














                                  SURVEY CONTROL DATA
                                
                             STATE=LA
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5364 ***********************************************************************
 BJ5364  DESIGNATION -  0R9 C
 BJ5364  PID         -  BJ5364
 BJ5364  STATE/COUNTY-  LA/TANGIPAHOA
 BJ5364  USGS QUAD   -  HAMMOND (1994)
 BJ5364
 BJ5364                         *CURRENT SURVEY CONTROL
 BJ5364  ___________________________________________________________________
 BJ5364* NAD 83(1992)-  30 30 55.15475(N)    090 24 41.26272(W)     ADJUSTED  
 BJ5364* NAVD 88     -        11.74   (+/-2cm)      38.5    (feet)  VERTCON   
 BJ5364  ___________________________________________________________________
 BJ5364  X           -     -39,493.272 (meters)                     COMP
 BJ5364  Y           -  -5,499,316.180 (meters)                     COMP
 BJ5364  Z           -   3,219,710.138 (meters)                     COMP
 BJ5364  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5364  ELLIP HEIGHT-         -15.26  (meters)          (11/16/93) GPS OBS
 BJ5364  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ5364
 BJ5364  HORZ ORDER  -  SECOND
 BJ5364  VERT ORDER  -  THIRD ? (See Below)
 BJ5364  ELLP ORDER  -  FOURTH    CLASS II
 BJ5364
 BJ5364.This mark is at Hammond Airport (0R9)
 BJ5364
 BJ5364.The horizontal coordinates were established by GPS observations
 BJ5364.and adjusted by the National Geodetic Survey in November 1993..
 BJ5364
 BJ5364.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5364.The vertical order pertains to the NGVD 29 superseded value.
 BJ5364
 BJ5364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5364
 BJ5364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5364
 BJ5364.The ellipsoidal height was determined by GPS observations
 BJ5364.and is referenced to NAD 83.
 BJ5364
 BJ5364.The geoid height was determined by GEOID03.
 BJ5364
 BJ5364;                    North         East     Units Scale Factor Converg.
 BJ5364;SPC LA S     -   223,745.663 1,088,480.829   MT  0.99996593   +0 27 39.4
 BJ5364;SPC LA S     -   734,072.23  3,571,124.19   sFT  0.99996593   +0 27 39.4
 BJ5364;UTM  15      - 3,378,739.705   748,399.775   MT  1.00036125   +1 18 54.2
 BJ5364
 BJ5364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5364!SPC LA S     -   1.00000240  x   0.99996593  =   0.99996833
 BJ5364!UTM  15      -   1.00000240  x   1.00036125  =   1.00036365
 BJ5364
 BJ5364                          SUPERSEDED SURVEY CONTROL
 BJ5364
 BJ5364  NGVD 29 (11/16/93)   11.74   (m)           38.5    (f) LEVELING    3  
 BJ5364
 BJ5364.Superseded values are not recommended for survey control.
 BJ5364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5364.See file dsdata.txt to determine how the superseded data were derived.
 BJ5364
 BJ5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4840078740(NAD 83)
 BJ5364_MARKER: DD = SURVEY DISK
 BJ5364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5364_SP_SET: CONCRETE POST
 BJ5364_STAMPING: 0R9 C 1983
 BJ5364_MARK LOGO: NOS   
 BJ5364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ5364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5364+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1992
 BJ5364
 BJ5364  HISTORY     - Date     Condition        Report By
 BJ5364  HISTORY     - 1983     MONUMENTED       NOS
 BJ5364  HISTORY     - 19890615 GOOD             NGS
 BJ5364  HISTORY     - 19921116 GOOD
 BJ5364
 BJ5364                          STATION DESCRIPTION
 BJ5364
 BJ5364'DESCRIBED BY NATIONAL OCEAN SERVICE 1983
 BJ5364'STATION IS LOCATED NEAR THE CITY OF HAMMOND AT THE HAMMOND MUNICIPAL
 BJ5364'AIRPORT 249.4 FT (76.02 M) SW OF THE CENTERLINE OF RUNWAY 31 NEAR THE
 BJ5364'RUNWAY END 31.
 BJ5364'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 BJ5364'ACCESS THE CONTROLED ACCESS AREAS OF THE AIRFIELD.
 BJ5364'STATION IS A STANDARD NOS DISK STAMPED ---0R9 C 1983--- AND SET IN THE
 BJ5364'TOP OF A CONCRETE POST FLUSH WITH THE GROUND 279.1 FT (85.07 M) SOUTH
 BJ5364'OF THE SE ONE OF TWO VASI LIGHTS, 204.8 FT (62.42 M) SOUTH OF THE
 BJ5364'FIRST RUNWAY LIGHT NW OF RUNWAY END 31, AND 101.8 FT (31.03 M) NORTH
 BJ5364'OF CENTERLINE OF TAXIWAY.
 BJ5364
 BJ5364                          STATION RECOVERY (1989)
 BJ5364
 BJ5364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 BJ5364'THIS STATION IS LOCATED AT HAMMOND MUNI AIRPORT NEAR RUNWAY END 31. IT
 BJ5364'IS 279.1 FT (85.1 M) SOUTH OF THE SE ONE OF TWO VASI LIGHTS, 249.4 FT
 BJ5364'(76.0 M) SW OF THE C/L OF RUNWAY 31, 204.8 FT (62.4 M) SOUTH OF THE
 BJ5364'FIRST RUNWAY LIGHT NW OF RUNWAY END 31, AND 101.8 FT (31.0 M) NORTH OF
 BJ5364'C/L OF THE TAXIWAY.  IT IS A STANDARD NATIONAL OCEAN SURVEY DISK
 BJ5364'STAMPED 0R9 C 1983, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BJ5364'THE GROUND.
 BJ5364
 BJ5364                          STATION RECOVERY (1992)
 BJ5364
 BJ5364'RECOVERED 1992
 BJ5364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5365 ***********************************************************************
 BJ5365  DESIGNATION -  0R9 D
 BJ5365  PID         -  BJ5365
 BJ5365  STATE/COUNTY-  LA/TANGIPAHOA
 BJ5365  USGS QUAD   -  HAMMOND (1994)
 BJ5365
 BJ5365                         *CURRENT SURVEY CONTROL
 BJ5365  ___________________________________________________________________
 BJ5365* NAD 83(1992)-  30 31 12.06170(N)    090 25 15.53121(W)     ADJUSTED  
 BJ5365* NAVD 88     -        12.4    (meters)      41.     (feet)  VERTCON   
 BJ5365  ___________________________________________________________________
 BJ5365  X           -     -40,404.980 (meters)                     COMP
 BJ5365  Y           -  -5,499,045.733 (meters)                     COMP
 BJ5365  Z           -   3,220,158.994 (meters)                     COMP
 BJ5365  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5365  ELLIP HEIGHT-         -14.60  (meters)          (11/16/93) GPS OBS
 BJ5365  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ5365
 BJ5365  HORZ ORDER  -  SECOND
 BJ5365  ELLP ORDER  -  FOURTH    CLASS II
 BJ5365
 BJ5365.This mark is at Hammond Airport (0R9)
 BJ5365
 BJ5365.The horizontal coordinates were established by GPS observations
 BJ5365.and adjusted by the National Geodetic Survey in November 1993..
 BJ5365
 BJ5365.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5365
 BJ5365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5365
 BJ5365.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5365
 BJ5365.The ellipsoidal height was determined by GPS observations
 BJ5365.and is referenced to NAD 83.
 BJ5365
 BJ5365.The geoid height was determined by GEOID03.
 BJ5365
 BJ5365;                    North         East     Units Scale Factor Converg.
 BJ5365;SPC LA S     -   224,258.963 1,087,563.072   MT  0.99996666   +0 27 22.3
 BJ5365;SPC LA S     -   735,756.28  3,568,113.18   sFT  0.99996666   +0 27 22.3
 BJ5365;UTM  15      - 3,379,239.462   747,474.105   MT  1.00035559   +1 18 37.4
 BJ5365
 BJ5365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5365!SPC LA S     -   1.00000229  x   0.99996666  =   0.99996895
 BJ5365!UTM  15      -   1.00000229  x   1.00035559  =   1.00035788
 BJ5365
 BJ5365:                Primary Azimuth Mark                     Grid Az
 BJ5365:SPC LA S     -  0R9 A                                    002 15 12.9
 BJ5365:UTM  15      -  0R9 A                                    001 23 57.8
 BJ5365
 BJ5365|---------------------------------------------------------------------|
 BJ5365| PID    Reference Object                     Distance      Geod. Az  |
 BJ5365|                                                           dddmmss.s |
 BJ5365| BJ5363 0R9 A                               APPROX. 0.6 KM 0024235.2 |
 BJ5365|---------------------------------------------------------------------|
 BJ5365
 BJ5365                          SUPERSEDED SURVEY CONTROL
 BJ5365
 BJ5365  NGVD 29 (11/16/93)   12.4    (m)           41.     (f) GPS OBS        
 BJ5365
 BJ5365.Superseded values are not recommended for survey control.
 BJ5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5365.See file dsdata.txt to determine how the superseded data were derived.
 BJ5365
 BJ5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4747479239(NAD 83)
 BJ5365_MARKER: A = ALUMINUM MARKER
 BJ5365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5365_SP_SET: CONCRETE POST
 BJ5365_STAMPING: 0R9 D 1992
 BJ5365_MARK LOGO: NOS   
 BJ5365_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ5365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5365+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BJ5365
 BJ5365  HISTORY     - Date     Condition        Report By
 BJ5365  HISTORY     - 1992     MONUMENTED       NOS
 BJ5365  HISTORY     - 19940615 GOOD             NGS
 BJ5365
 BJ5365                          STATION DESCRIPTION
 BJ5365
 BJ5365'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 BJ5365'THE STATION IS LOCATED NEAR THE CITY OF HAMMOND AT THE HAMMOND
 BJ5365'MUNICIPAL AIRPORT IN A GRASSY AREA NORTH OF THE GENERAL AVIATION RAMP
 BJ5365'AND WEST OF A N-S TAXIWAY NEAR A WINDSOCK.
 BJ5365'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 BJ5365'ACCESS THE CONTROLED SURFACE AREAS OF THE AIRFIELD.
 BJ5365'STATION IS A STANDARD NOS ALUMINUM DISK CRIMPED TO THE TOP OF AN
 BJ5365'ALUMINUM ROD IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND STAMPED
 BJ5365'---0R9 D 1992--- 18.835 M (61.794 FT) WEST OF CENTERLINE OF N-S
 BJ5365'TAXIWAY, 5.307 M (17.411 FT) NW OF CORNER TAXIWAY LIGHT, 9.150 M
 BJ5365'(30.020 FT) NORTH OF EDGE OF APRON, 28.68 M (94.09 FT) ESE OF
 BJ5365'WINDSOCK.
 BJ5365
 BJ5365                          STATION RECOVERY (1994)
 BJ5365
 BJ5365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 BJ5365'THE STATION IS LOCATED JUST NORTH OF THE WEST RAMP NEAR THE WINDSOCK.
 BJ5365'IT IS 5.307 M (17.411 FT) NW OF THE TAXIWAY LT.  AT THE CORNER OF THE
 BJ5365'RAMP AND TAXIWAY, 9.150 M (30.020 FT) NORTH OF THE NORTH EDGE OF THE
 BJ5365'RAMP, 18.835 M (61.794 FT) WEST OF THE CENTERLINE OF A NORTH-SOUTH
 BJ5365'TAXIWAY AND 28.680 M (94.094 FT) ESE OF THE WINDSOCK.  THE STATION IS
 BJ5365'A STANDARD NOS ALUMINUM DISK ATTACHED TO A 42-INCH ALUMINUM ROD DRIVEN
 BJ5365'INTO THE GROUND AND SURROUNDED BY CONCRETE.  IT IS STAMPED 0R9 D 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2095 ***********************************************************************
 CQ2095  DESIGNATION -  1
 CQ2095  PID         -  CQ2095
 CQ2095  STATE/COUNTY-  LA/CADDO
 CQ2095  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2095
 CQ2095                         *CURRENT SURVEY CONTROL
 CQ2095  ___________________________________________________________________
 CQ2095* NAD 83(1986)-  32 30 58.     (N)    093 44 22.     (W)     SCALED    
 CQ2095* NAVD 88     -        54.787  (meters)     179.75   (feet)  ADJUSTED  
 CQ2095  ___________________________________________________________________
 CQ2095  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2095  DYNAMIC HT  -          54.726 (meters)     179.55  (feet)  COMP
 CQ2095  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CQ2095
 CQ2095  VERT ORDER  -  FIRST     CLASS II
 CQ2095
 CQ2095.The horizontal coordinates were scaled from a topographic map and have
 CQ2095.an estimated accuracy of +/- 6 seconds.
 CQ2095
 CQ2095.The orthometric height was determined by differential leveling
 CQ2095.and adjusted by the National Geodetic Survey in June 1991..
 CQ2095
 CQ2095.The geoid height was determined by GEOID03.
 CQ2095
 CQ2095.The dynamic height is computed by dividing the NAVD 88
 CQ2095.geopotential number by the normal gravity value computed on the
 CQ2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2095.degrees latitude (g = 980.6199 gals.).
 CQ2095
 CQ2095.The modeled gravity was interpolated from observed gravity values.
 CQ2095
 CQ2095;                    North         East    Units  Estimated Accuracy
 CQ2095;SPC LA N     -   224,210.      883,550.      MT  (+/- 180 meters Scaled)
 CQ2095
 CQ2095                          SUPERSEDED SURVEY CONTROL
 CQ2095
 CQ2095  NGVD 29 (??/??/??)   54.862  (m)          179.99   (f) ADJUSTED    1 2
 CQ2095
 CQ2095.Superseded values are not recommended for survey control.
 CQ2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2095.See file dsdata.txt to determine how the superseded data were derived.
 CQ2095
 CQ2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR305978(NAD 83)
 CQ2095_MARKER: Q = CHISELED SQUARE
 CQ2095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2095_SP_SET: PIER
 CQ2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2095
 CQ2095  HISTORY     - Date     Condition        Report By
 CQ2095  HISTORY     - UNK      MONUMENTED       DOD
 CQ2095  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2095  HISTORY     - 19990206 GOOD             USPSQD
 CQ2095
 CQ2095                          STATION DESCRIPTION
 CQ2095
 CQ2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2095'IN SHREVEPORT.
 CQ2095'AT SHREVEPORT, AT THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER THE RED
 CQ2095'RIVER, CUT ON TOP OF THE SOUTHEAST END OF THE SECOND PIER SOUTHWEST OF
 CQ2095'THE NORTHEAST END OF THE BRIDGE, 1.5 FEET NORTHWEST OF THE SOUTHEAST
 CQ2095'END OF THE PIER, 2.5 FEET SOUTHEAST OF THE BASE PLATE SUPPORTING THE
 CQ2095'EAST CORNER OF THE SPAN.  NOTE-- MEASUREMENTS INDICATE THE MARK SHOULD
 CQ2095'BE UNDER A SMALL BUILDING THAT HOUSES A STREAM MEASUREMENT GUAGE.
 CQ2095
 CQ2095                          STATION RECOVERY (1999)
 CQ2095
 CQ2095'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1615 ***********************************************************************
 BW1615  DESIGNATION -  1 26 18
 BW1615  PID         -  BW1615
 BW1615  STATE/COUNTY-  LA/CATAHOULA
 BW1615  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1615
 BW1615                         *CURRENT SURVEY CONTROL
 BW1615  ___________________________________________________________________
 BW1615* NAD 83(1986)-  31 36 32.     (N)    091 51 17.     (W)     SCALED    
 BW1615* NAVD 88     -        17.25   (+/-2cm)      56.6    (feet)  VERTCON   
 BW1615  ___________________________________________________________________
 BW1615  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1615
 BW1615  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1615
 BW1615.The horizontal coordinates were scaled from a topographic map and have
 BW1615.an estimated accuracy of +/- 6 seconds.
 BW1615
 BW1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1615.The vertical order pertains to the NGVD 29 superseded value.
 BW1615
 BW1615.The geoid height was determined by GEOID03.
 BW1615
 BW1615;                    North         East    Units  Estimated Accuracy
 BW1615;SPC LA N     -   123,130.    1,061,230.      MT  (+/- 180 meters Scaled)
 BW1615
 BW1615                          SUPERSEDED SURVEY CONTROL
 BW1615
 BW1615  NGVD 29 (??/??/92)   17.248  (m)           56.59   (f) ADJ UNCH    1 2
 BW1615
 BW1615.Superseded values are not recommended for survey control.
 BW1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1615.See file dsdata.txt to determine how the superseded data were derived.
 BW1615
 BW1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ086976(NAD 83)
 BW1615_MARKER: DD = SURVEY DISK
 BW1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1615_STAMPING: 1-26-18 64
 BW1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1615+STABILITY: SURFACE MOTION
 BW1615
 BW1615  HISTORY     - Date     Condition        Report By
 BW1615  HISTORY     - UNK      MONUMENTED       DOD
 BW1615  HISTORY     - 1966     GOOD             NGS
 BW1615
 BW1615                          STATION DESCRIPTION
 BW1615
 BW1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1615'2.9 MI W FROM JONESVILLE.
 BW1615'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1615'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1615'2.4 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION 4,
 BW1615'T 7 N, R 6 E, 59 FEET NORTH OF THE CENTER OF THE CROSSING OF STATE
 BW1615'HIGHWAY 3037, 50 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 130 FEET
 BW1615'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 84, 29 FEET NORTHEAST OF
 BW1615'THE CENTER LINE OF THE STATE HIGHWAY, 7 FEET SOUTH OF A POWER POLE FOR
 BW1615'A HIGH VOLTAGE POWER LINE WITH A LINE CROSSING OVER THE TRACK, 2 1/2
 BW1615'FEET WEST OF A CORNER FENCE POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BW1615'STATE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 BW1615'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1616 ***********************************************************************
 BW1616  DESIGNATION -  1 26 19
 BW1616  PID         -  BW1616
 BW1616  STATE/COUNTY-  LA/CATAHOULA
 BW1616  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1616
 BW1616                         *CURRENT SURVEY CONTROL
 BW1616  ___________________________________________________________________
 BW1616* NAD 83(1986)-  31 36 21.     (N)    091 52 15.     (W)     SCALED    
 BW1616* NAVD 88     -        16.90   (+/-2cm)      55.4    (feet)  VERTCON   
 BW1616  ___________________________________________________________________
 BW1616  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1616
 BW1616  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1616
 BW1616.The horizontal coordinates were scaled from a topographic map and have
 BW1616.an estimated accuracy of +/- 6 seconds.
 BW1616
 BW1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1616.The vertical order pertains to the NGVD 29 superseded value.
 BW1616
 BW1616.The geoid height was determined by GEOID03.
 BW1616
 BW1616;                    North         East    Units  Estimated Accuracy
 BW1616;SPC LA N     -   122,780.    1,059,700.      MT  (+/- 180 meters Scaled)
 BW1616
 BW1616                          SUPERSEDED SURVEY CONTROL
 BW1616
 BW1616  NGVD 29 (??/??/92)   16.896  (m)           55.43   (f) ADJ UNCH    1 2
 BW1616
 BW1616.Superseded values are not recommended for survey control.
 BW1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1616.See file dsdata.txt to determine how the superseded data were derived.
 BW1616
 BW1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ071973(NAD 83)
 BW1616_MARKER: DD = SURVEY DISK
 BW1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1616_STAMPING: 1-26-19 64
 BW1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1616+STABILITY: SURFACE MOTION
 BW1616
 BW1616  HISTORY     - Date     Condition        Report By
 BW1616  HISTORY     - UNK      MONUMENTED       DOD
 BW1616  HISTORY     - 1966     GOOD             NGS
 BW1616
 BW1616                          STATION DESCRIPTION
 BW1616
 BW1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1616'3.85 MI W FROM JONESVILLE.
 BW1616'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1616'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1616'3.4 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION 8,
 BW1616'T 7 N, R 6 E, 2 TELEPHONE POLES WEST OF MILEPOST 206, ABOUT 67 YARDS
 BW1616'NORTH OF AND ACROSS THE TRACK FROM A FARMHOUSE, 47 FEET
 BW1616'NORTH-NORTHWEST OF THE CENTER OF THE CROSSING OF A PRIVATE ROAD, 41
 BW1616'1/2 FEET NORTH OF THE NORTH RAIL, 36 FEET SOUTH OF THE CENTER LINE OF
 BW1616'U.S. HIGHWAY 84, 21 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 1 FOOT
 BW1616'SOUTHWEST OF TELEPHONE POLE NUMBER 54, AND ABOUT 3 FEET BELOW THE
 BW1616'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BW1616'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1622 ***********************************************************************
 BW1622  DESIGNATION -  1 26 20
 BW1622  PID         -  BW1622
 BW1622  STATE/COUNTY-  LA/CATAHOULA
 BW1622  USGS QUAD   -  WALTERS (1995)
 BW1622
 BW1622                         *CURRENT SURVEY CONTROL
 BW1622  ___________________________________________________________________
 BW1622* NAD 83(1986)-  31 35 49.     (N)    091 54 09.     (W)     SCALED    
 BW1622* NAVD 88     -        17.43   (+/-2cm)      57.2    (feet)  VERTCON   
 BW1622  ___________________________________________________________________
 BW1622  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1622
 BW1622  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1622
 BW1622.The horizontal coordinates were scaled from a topographic map and have
 BW1622.an estimated accuracy of +/- 6 seconds.
 BW1622
 BW1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1622.The vertical order pertains to the NGVD 29 superseded value.
 BW1622
 BW1622.The geoid height was determined by GEOID03.
 BW1622
 BW1622;                    North         East    Units  Estimated Accuracy
 BW1622;SPC LA N     -   121,780.    1,056,700.      MT  (+/- 180 meters Scaled)
 BW1622
 BW1622                          SUPERSEDED SURVEY CONTROL
 BW1622
 BW1622  NGVD 29 (??/??/92)   17.421  (m)           57.16   (f) ADJ UNCH    1 2
 BW1622
 BW1622.Superseded values are not recommended for survey control.
 BW1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1622.See file dsdata.txt to determine how the superseded data were derived.
 BW1622
 BW1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ041962(NAD 83)
 BW1622_MARKER: DD = SURVEY DISK
 BW1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1622_STAMPING: 1-26-20 64
 BW1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1622+STABILITY: SURFACE MOTION
 BW1622
 BW1622  HISTORY     - Date     Condition        Report By
 BW1622  HISTORY     - UNK      MONUMENTED       DOD
 BW1622  HISTORY     - 1966     GOOD             NGS
 BW1622
 BW1622                          STATION DESCRIPTION
 BW1622
 BW1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1622'5.9 MI W FROM JONESVILLE.
 BW1622'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1622'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1622'5.45 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION
 BW1622'7, T 7 N, R 6 E, ABOUT 1 1/4 POLES SOUTHWEST OF MILEPOST 204, 51 FEET
 BW1622'SOUTHEAST OF THE SOUTHEAST RAIL, 43 FEET SOUTHWEST OF THE CENTER LINE
 BW1622'OF A TRACK ROAD WHICH CROSSES OVER THE TRACK, 44 FEET NORTHWEST OF THE
 BW1622'NORTH CORNER OF A SMALL FRAME HOUSE, 37 1/2 FEET NORTH OF A 14-INCH
 BW1622'CHINABERRY TREE IN A YARD, 1 1/2 FEET NORTHEAST OF A POWER POLE
 BW1622'BEARING A TRANSFORMER AND WHICH IS NUMBERED 60-600, 1 FOOT SOUTHEAST
 BW1622'OF A FENCE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 BW1622'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1624 ***********************************************************************
 BW1624  DESIGNATION -  1 26 22
 BW1624  PID         -  BW1624
 BW1624  STATE/COUNTY-  LA/CATAHOULA
 BW1624  USGS QUAD   -  WALTERS (1995)
 BW1624
 BW1624                         *CURRENT SURVEY CONTROL
 BW1624  ___________________________________________________________________
 BW1624* NAD 83(1986)-  31 35 01.     (N)    091 56 21.     (W)     SCALED    
 BW1624* NAVD 88     -        16.67   (+/-2cm)      54.7    (feet)  VERTCON   
 BW1624  ___________________________________________________________________
 BW1624  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1624
 BW1624  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1624
 BW1624.The horizontal coordinates were scaled from a topographic map and have
 BW1624.an estimated accuracy of +/- 6 seconds.
 BW1624
 BW1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1624.The vertical order pertains to the NGVD 29 superseded value.
 BW1624
 BW1624.The geoid height was determined by GEOID03.
 BW1624
 BW1624;                    North         East    Units  Estimated Accuracy
 BW1624;SPC LA N     -   120,280.    1,053,230.      MT  (+/- 180 meters Scaled)
 BW1624
 BW1624                          SUPERSEDED SURVEY CONTROL
 BW1624
 BW1624  NGVD 29 (??/??/92)   16.661  (m)           54.66   (f) ADJ UNCH    1 2
 BW1624
 BW1624.Superseded values are not recommended for survey control.
 BW1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1624.See file dsdata.txt to determine how the superseded data were derived.
 BW1624
 BW1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ006947(NAD 83)
 BW1624_MARKER: DD = SURVEY DISK
 BW1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1624_STAMPING: 1-26-22 64
 BW1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1624+STABILITY: SURFACE MOTION
 BW1624
 BW1624  HISTORY     - Date     Condition        Report By
 BW1624  HISTORY     - UNK      MONUMENTED       DOD
 BW1624  HISTORY     - 1966     GOOD             NGS
 BW1624  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1624
 BW1624                          STATION DESCRIPTION
 BW1624
 BW1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1624'8.2 MI W FROM JONESVILLE.
 BW1624'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1624'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1624'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION
 BW1624'14, T 7 N, R 5 E, 132 FEET NORTHWEST OF AND ACROSS U.S. HIGHWAY 84
 BW1624'FROM THE NORTHWEST RAIL, 104 NORTHEAST OF THE CENTER LINE OF A PRIVATE
 BW1624'DRIVEWAY, 45 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 BW1624'SOUTHEAST OF A POWER POLE BEARING A TRANSFORMER AND HAVING A LINE
 BW1624'WHICH CROSSES OVER THE TRACK AND THE HIGHWAY, 2.0 FEET SOUTHWEST OF A
 BW1624'METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 BW1624'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BW1624'CONCRETE POST PROJECTING 10 INCHES.
 BW1624
 BW1624                          STATION RECOVERY (1979)
 BW1624
 BW1624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1634 ***********************************************************************
 BW1634  DESIGNATION -  1 26 25
 BW1634  PID         -  BW1634
 BW1634  STATE/COUNTY-  LA/CATAHOULA
 BW1634  USGS QUAD   -  WALTERS (1995)
 BW1634
 BW1634                         *CURRENT SURVEY CONTROL
 BW1634  ___________________________________________________________________
 BW1634* NAD 83(1986)-  31 33 35.     (N)    091 59 21.     (W)     SCALED    
 BW1634* NAVD 88     -        16.22   (+/-2cm)      53.2    (feet)  VERTCON   
 BW1634  ___________________________________________________________________
 BW1634  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1634
 BW1634  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1634
 BW1634.The horizontal coordinates were scaled from a topographic map and have
 BW1634.an estimated accuracy of +/- 6 seconds.
 BW1634
 BW1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1634.The vertical order pertains to the NGVD 29 superseded value.
 BW1634
 BW1634.The geoid height was determined by GEOID03.
 BW1634
 BW1634;                    North         East    Units  Estimated Accuracy
 BW1634;SPC LA N     -   117,610.    1,048,500.      MT  (+/- 180 meters Scaled)
 BW1634
 BW1634                          SUPERSEDED SURVEY CONTROL
 BW1634
 BW1634  NGVD 29 (??/??/92)   16.210  (m)           53.18   (f) ADJ UNCH    1 2
 BW1634
 BW1634.Superseded values are not recommended for survey control.
 BW1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1634.See file dsdata.txt to determine how the superseded data were derived.
 BW1634
 BW1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ959920(NAD 83)
 BW1634_MARKER: DD = SURVEY DISK
 BW1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1634_STAMPING: 1-26-25 64
 BW1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1634+STABILITY: SURFACE MOTION
 BW1634
 BW1634  HISTORY     - Date     Condition        Report By
 BW1634  HISTORY     - UNK      MONUMENTED       DOD
 BW1634  HISTORY     - 1966     GOOD             NGS
 BW1634
 BW1634                          STATION DESCRIPTION
 BW1634
 BW1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1634'12.0 MI SW FROM JONESVILLE.
 BW1634'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1634'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1634'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BW1634'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 1.4 MILES SOUTHWEST ALONG
 BW1634'STATE HIGHWAY 28, IN SECTION 29, T 7 N, R 5 E, 70 FEET WEST OF THE
 BW1634'CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF A
 BW1634'GRAVELED ROAD, 52 FEET NORTH OF AND ACROSS THE GRAVELED ROAD FROM
 BW1634'POWER POLE NUMBER 175, 2 FEET EAST OF A FENCE, 1.2 FEET WEST OF A
 BW1634'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 BW1634'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1636 ***********************************************************************
 BW1636  DESIGNATION -  1 26 26
 BW1636  PID         -  BW1636
 BW1636  STATE/COUNTY-  LA/CATAHOULA
 BW1636  USGS QUAD   -  WALTERS (1995)
 BW1636
 BW1636                         *CURRENT SURVEY CONTROL
 BW1636  ___________________________________________________________________
 BW1636* NAD 83(1986)-  31 32 57.     (N)    091 59 45.     (W)     SCALED    
 BW1636* NAVD 88     -        16.57   (+/-2cm)      54.4    (feet)  VERTCON   
 BW1636  ___________________________________________________________________
 BW1636  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW1636
 BW1636  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1636
 BW1636.The horizontal coordinates were scaled from a topographic map and have
 BW1636.an estimated accuracy of +/- 6 seconds.
 BW1636
 BW1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1636.The vertical order pertains to the NGVD 29 superseded value.
 BW1636
 BW1636.The geoid height was determined by GEOID03.
 BW1636
 BW1636;                    North         East    Units  Estimated Accuracy
 BW1636;SPC LA N     -   116,440.    1,047,870.      MT  (+/- 180 meters Scaled)
 BW1636
 BW1636                          SUPERSEDED SURVEY CONTROL
 BW1636
 BW1636  NGVD 29 (??/??/92)   16.562  (m)           54.34   (f) ADJ UNCH    1 2
 BW1636
 BW1636.Superseded values are not recommended for survey control.
 BW1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1636.See file dsdata.txt to determine how the superseded data were derived.
 BW1636
 BW1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ953909(NAD 83)
 BW1636_MARKER: DD = SURVEY DISK
 BW1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1636_STAMPING: 1-26-26 64
 BW1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1636+STABILITY: SURFACE MOTION
 BW1636
 BW1636  HISTORY     - Date     Condition        Report By
 BW1636  HISTORY     - UNK      MONUMENTED       DOD
 BW1636  HISTORY     - 1966     GOOD             NGS
 BW1636  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1636
 BW1636                          STATION DESCRIPTION
 BW1636
 BW1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1636'12.9 MI SW FROM JONESVILLE.
 BW1636'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1636'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1636'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BW1636'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 2.3 MILES SOUTHWEST ALONG
 BW1636'STATE HIGHWAY 28, IN SECTION 31, T 7 N, R 5 E, ABOUT 1.0 MILE
 BW1636'NORTHEAST OF THE CATAHOULA-LA SALLE PARISH LINE, 61 YARDS NORTHEAST OF
 BW1636'THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING TO THE MT. HERMON
 BW1636'BAPTIST CHURCH, ABOUT 100 YARDS SOUTHWEST OF THE CENTER OF BIG DITCH,
 BW1636'71 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 BW1636'NORTHWEST OF A POWER POLE, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 BW1636'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BW1636
 BW1636                          STATION RECOVERY (1979)
 BW1636
 BW1636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0002 ***********************************************************************
 BW0002  DESIGNATION -  1 5 TH LLD
 BW0002  PID         -  BW0002
 BW0002  STATE/COUNTY-  LA/CONCORDIA
 BW0002  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0002
 BW0002                         *CURRENT SURVEY CONTROL
 BW0002  ___________________________________________________________________
 BW0002* NAD 83(1986)-  31 12 24.     (N)    091 37 45.     (W)     SCALED    
 BW0002* NAVD 88     -        16.962  (meters)      55.65   (feet)  ADJUSTED  
 BW0002  ___________________________________________________________________
 BW0002  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BW0002  DYNAMIC HT  -          16.941 (meters)      55.58  (feet)  COMP
 BW0002  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 BW0002
 BW0002  VERT ORDER  -  FIRST     CLASS I
 BW0002
 BW0002.The horizontal coordinates were scaled from a topographic map and have
 BW0002.an estimated accuracy of +/- 6 seconds.
 BW0002
 BW0002.The orthometric height was determined by differential leveling
 BW0002.and adjusted by the National Geodetic Survey in February 1994..
 BW0002
 BW0002.The geoid height was determined by GEOID03.
 BW0002
 BW0002.The dynamic height is computed by dividing the NAVD 88
 BW0002.geopotential number by the normal gravity value computed on the
 BW0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0002.degrees latitude (g = 980.6199 gals.).
 BW0002
 BW0002.The modeled gravity was interpolated from observed gravity values.
 BW0002
 BW0002;                    North         East    Units  Estimated Accuracy
 BW0002;SPC LA N     -    78,690.    1,082,990.      MT  (+/- 180 meters Scaled)
 BW0002
 BW0002                          SUPERSEDED SURVEY CONTROL
 BW0002
 BW0002  NAVD 88 (06/15/91)   16.986  (m)           55.73   (f) UNKNOWN     1 1
 BW0002  NGVD 29 (??/??/??)   16.937  (m)           55.57   (f) ADJUSTED    1 1
 BW0002
 BW0002.Superseded values are not recommended for survey control.
 BW0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0002.See file dsdata.txt to determine how the superseded data were derived.
 BW0002
 BW0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ305533(NAD 83)
 BW0002_MARKER: Z = SEE DESCRIPTION
 BW0002_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BW0002_SP_SET: 150 FT. IRON PIPE
 BW0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0002
 BW0002  HISTORY     - Date     Condition        Report By
 BW0002  HISTORY     - 1976     MONUMENTED       USE
 BW0002  HISTORY     - 1976     GOOD             NGS
 BW0002  HISTORY     - 1976     GOOD             NGS
 BW0002
 BW0002                          STATION DESCRIPTION
 BW0002
 BW0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0002'1.2 MI NORTH FROM SHAW.
 BW0002'1.2 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0002'HIGHWAY 910 AT SHAW, 175 FT. NORTH OF THE CENTER OF THE NORTH ROAD
 BW0002'OF A Y JUNCTION LEADING WEST, 63 FT. WEST OF THE CENTER LINE OF
 BW0002'THE HIGHWAY, 60.5 FT. NORTH OF A FENCE CORNER POST, 5.5 FT. EAST OF
 BW0002'A FENCE, A 1-INCH IRON PIPE WITH CAP DRIVEN TO A DEPTH OF 150 FT.,
 BW0002'ENCASED IN A 2 INCH IRON PIPE BORED TO A DEPTH OF 141 FT. WITH A
 BW0002'3 INCH SCREW CAP FOR ACCESS.
 BW0002
 BW0002                          STATION RECOVERY (1976)
 BW0002
 BW0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0002'1.2 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0002'HIGHWAY 910 AT SHAW, 175 FT. NORTH OF THE CENTER OF THE NORTH ROAD
 BW0002'OF A Y JUNCTION LEADING WEST, 63 FT. WEST OF THE CENTER LINE OF
 BW0002'THE HIGHWAY, 60.5 FT. NORTH OF A FENCE CORNER POST, 5.5 FT. EAST OF
 BW0002'A FENCE, A 1-INCH IRON PIPE WITH CAP DRIVEN TO A DEPTH OF 150 FT.,
 BW0002'ENCASED IN A 2 INCH IRON PIPE BORED TO A DEPTH OF 141 FT. WITH A
 BW0002'3 INCH SCREW CAP FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3911 ***********************************************************************
 BJ3911  DESIGNATION -  1 87
 BJ3911  PID         -  BJ3911
 BJ3911  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3911  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3911
 BJ3911                         *CURRENT SURVEY CONTROL
 BJ3911  ___________________________________________________________________
 BJ3911* NAD 83(1986)-  30 25 50.     (N)    091 07 30.     (W)     SCALED    
 BJ3911* NAVD 88     -        11.661  (meters)      38.26   (feet)  ADJUSTED  
 BJ3911  ___________________________________________________________________
 BJ3911  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3911  DYNAMIC HT  -          11.645 (meters)      38.21  (feet)  COMP
 BJ3911  MODELED GRAV-     979,337.9   (mgal)                       NAVD 88
 BJ3911
 BJ3911  VERT ORDER  -  SECOND    CLASS II
 BJ3911
 BJ3911.The horizontal coordinates were scaled from a topographic map and have
 BJ3911.an estimated accuracy of +/- 6 seconds.
 BJ3911
 BJ3911.The orthometric height was determined by differential leveling
 BJ3911.and adjusted by the National Geodetic Survey in February 1994..
 BJ3911
 BJ3911.The geoid height was determined by GEOID03.
 BJ3911
 BJ3911.The dynamic height is computed by dividing the NAVD 88
 BJ3911.geopotential number by the normal gravity value computed on the
 BJ3911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3911.degrees latitude (g = 980.6199 gals.).
 BJ3911
 BJ3911.The modeled gravity was interpolated from observed gravity values.
 BJ3911
 BJ3911;                    North         East    Units  Estimated Accuracy
 BJ3911;SPC LA S     -   214,010.    1,020,010.      MT  (+/- 180 meters Scaled)
 BJ3911
 BJ3911                          SUPERSEDED SURVEY CONTROL
 BJ3911
 BJ3911.No superseded survey control is available for this station.
 BJ3911
 BJ3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP800679(NAD 83)
 BJ3911_MARKER: DB = BENCH MARK DISK
 BJ3911_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3911_SP_SET: PAVEMENT
 BJ3911_STAMPING: 1-87 1987
 BJ3911_MARK LOGO: LA-033
 BJ3911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3911
 BJ3911  HISTORY     - Date     Condition        Report By
 BJ3911  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3911  HISTORY     - 20050326 MARK NOT FOUND   INDIV
 BJ3911
 BJ3911                          STATION DESCRIPTION
 BJ3911
 BJ3911'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3911'IN BATON ROUGE.
 BJ3911'LOCATED SOUTH OF BATON ROUGE, ABOUT 1.5 KM (0.94 MI) EAST ON
 BJ3911'CORPORATE BOULEVARD FROM THE INTERSECTION OF CORPORATE BOULEVARD AND
 BJ3911'COLLEGE DRIVE TO THE MARK SET AT THE NORTHEAST CORNER OF THE APPROACH
 BJ3911'SLAB ON THE WEST BOUND LANE, ABOUT 0.61 METERS (2.0 FEET) WEST OF THE
 BJ3911'NORTHEAST CORNER OF BRIDGE.
 BJ3911'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BJ3911'THE MARK IS ABOVE LEVEL WITH .
 BJ3911
 BJ3911                          STATION RECOVERY (2005)
 BJ3911
 BJ3911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 BJ3911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2822 ***********************************************************************
 BK2822  DESIGNATION -  1 A 001 LDH 1967
 BK2822  PID         -  BK2822
 BK2822  STATE/COUNTY-  LA/ACADIA
 BK2822  USGS QUAD   -  CROWLEY WEST (1987)
 BK2822
 BK2822                         *CURRENT SURVEY CONTROL
 BK2822  ___________________________________________________________________
 BK2822* NAD 83(1992)-  30 13 50.23279(N)    092 29 23.05274(W)     ADJUSTED  
 BK2822* NAVD 88     -        12.8  **(meters)      42.   **(feet)  VERTCON   
 BK2822  **This station is located in a subsidence area (see below).
 BK2822  ___________________________________________________________________
 BK2822  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK2822  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2822
 BK2822  HORZ ORDER  -  SECOND
 BK2822
 BK2822.The horizontal coordinates were established by classical geodetic methods
 BK2822.and adjusted by the National Geodetic Survey in January 1993..
 BK2822
 BK2822 ** The orthometric height has not been validated since last determined
 BK2822 ** by differential leveling and should not be used for control purposes.
 BK2822 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2822 ** area with valid NAVD 88 orthometric heights.
 BK2822 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2822 ** epoch indicated which incorporates improved geoid heights for the
 BK2822 ** Southern Louisiana Subsidence area.
 BK2822 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2822
 BK2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2822
 BK2822.The geoid height was determined by GEOID03.
 BK2822
 BK2822;                    North         East     Units Scale Factor Converg.
 BK2822;SPC LA S     -   192,391.503   888,691.079   MT  0.99993375   -0 34 41.6
 BK2822;SPC LA S     -   631,204.46  2,915,647.32   sFT  0.99993375   -0 34 41.6
 BK2822;UTM  15      - 3,344,450.471   549,099.830   MT  0.99962974   +0 15 24.9
 BK2822
 BK2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2822!SPC LA S     -   1.00000229  x   0.99993375  =   0.99993603
 BK2822!UTM  15      -   1.00000229  x   0.99962974  =   0.99963202
 BK2822
 BK2822:                Primary Azimuth Mark                     Grid Az
 BK2822:SPC LA S     -  1 A 002 LDH 1967                         088 27 26.6
 BK2822:UTM  15      -  1 A 002 LDH 1967                         087 37 20.1
 BK2822
 BK2822|---------------------------------------------------------------------|
 BK2822| PID    Reference Object                     Distance      Geod. Az  |
 BK2822|                                                           dddmmss.s |
 BK2822| BK2821 1 A 002 LDH 1967                    APPROX. 1.0 KM 0875245.0 |
 BK2822|---------------------------------------------------------------------|
 BK2822
 BK2822                          SUPERSEDED SURVEY CONTROL
 BK2822
 BK2822  NAD 83(1986)-  30 13 50.25251(N)    092 29 23.04688(W) AD(       ) 2
 BK2822  NAD 27      -  30 13 49.51354(N)    092 29 22.55898(W) AD(       ) 2
 BK2822  NGVD 29 (07/19/86)   12.8    (m)           42.     (f) VERT ANG       
 BK2822
 BK2822.Superseded values are not recommended for survey control.
 BK2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2822.See file dsdata.txt to determine how the superseded data were derived.
 BK2822
 BK2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4910044450(NAD 83)
 BK2822_MARKER: DD = SURVEY DISK
 BK2822_SETTING: 0 = UNSPECIFIED SETTING
 BK2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2822
 BK2822  HISTORY     - Date     Condition        Report By
 BK2822  HISTORY     - 1967     MONUMENTED       LADH
 BK2822  HISTORY     - 19910905 GOOD             USPSQD
 BK2822  HISTORY     - 19971017 GOOD             USPSQD
 BK2822
 BK2822                          STATION DESCRIPTION
 BK2822
 BK2822'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2822'THE STATION IS LOCATED 7 MILES WEST-NORTHWEST OF CROWLEY, 20 MILES
 BK2822'SOUTHWEST OF CHURCH POINT AND 6.5 MILES NORTHEAST OF MERMENTAU, IN
 BK2822'THE NORTHEAST QUARTER OF SECTION 32, T9S, R1W.
 BK2822'
 BK2822'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2822'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 WEST FOR 6 MILES TO
 BK2822'THE STATION WHICH IS SET IN SOUTHEAST CORNER OF THE STATE HIGHWAY
 BK2822'369 OVERPASS.
 BK2822'
 BK2822'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2822'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE CURB ON AN OVERPASS
 BK2822'FLUSH WITH THE SLAB.  IT IS STAMPED 1A001.  IT IS 5 FEET NORTHWEST
 BK2822'OF A METAL WITNESS POST AND SIGN, AND 12 FEET EAST OF THE
 BK2822'CENTERLINE OF THE OVERPASS.
 BK2822'
 BK2822'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2822
 BK2822                          STATION RECOVERY (1991)
 BK2822
 BK2822'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2822'RECOVERED IN GOOD CONDITION.
 BK2822
 BK2822                          STATION RECOVERY (1997)
 BK2822
 BK2822'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2821 ***********************************************************************
 BK2821  DESIGNATION -  1 A 002 LDH 1967
 BK2821  PID         -  BK2821
 BK2821  STATE/COUNTY-  LA/ACADIA
 BK2821  USGS QUAD   -  CROWLEY WEST (1987)
 BK2821
 BK2821                         *CURRENT SURVEY CONTROL
 BK2821  ___________________________________________________________________
 BK2821* NAD 83(1992)-  30 13 51.38788(N)    092 28 47.09002(W)     ADJUSTED  
 BK2821* NAVD 88     -         5.6  **(meters)      18.   **(feet)  VERTCON   
 BK2821  **This station is located in a subsidence area (see below).
 BK2821  ___________________________________________________________________
 BK2821  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BK2821  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2821
 BK2821  HORZ ORDER  -  SECOND
 BK2821
 BK2821.The horizontal coordinates were established by classical geodetic methods
 BK2821.and adjusted by the National Geodetic Survey in January 1993..
 BK2821
 BK2821 ** The orthometric height has not been validated since last determined
 BK2821 ** by differential leveling and should not be used for control purposes.
 BK2821 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2821 ** area with valid NAVD 88 orthometric heights.
 BK2821 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2821 ** epoch indicated which incorporates improved geoid heights for the
 BK2821 ** Southern Louisiana Subsidence area.
 BK2821 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2821
 BK2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2821
 BK2821.The geoid height was determined by GEOID03.
 BK2821
 BK2821;                    North         East     Units Scale Factor Converg.
 BK2821;SPC LA S     -   192,417.406   889,652.950   MT  0.99993377   -0 34 23.6
 BK2821;SPC LA S     -   631,289.44  2,918,803.05   sFT  0.99993377   -0 34 23.6
 BK2821;UTM  15      - 3,344,490.379   550,060.929   MT  0.99963092   +0 15 43.0
 BK2821
 BK2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2821!SPC LA S     -   1.00000342  x   0.99993377  =   0.99993719
 BK2821!UTM  15      -   1.00000342  x   0.99963092  =   0.99963433
 BK2821
 BK2821:                Primary Azimuth Mark                     Grid Az
 BK2821:SPC LA S     -  1 A 003                                  080 19 37.4
 BK2821:UTM  15      -  1 A 003                                  079 29 30.8
 BK2821
 BK2821|---------------------------------------------------------------------|
 BK2821| PID    Reference Object                     Distance      Geod. Az  |
 BK2821|                                                           dddmmss.s |
 BK2821| BK2820 1 A 003                             APPROX. 1.5 KM 0794513.8 |
 BK2821|---------------------------------------------------------------------|
 BK2821
 BK2821                          SUPERSEDED SURVEY CONTROL
 BK2821
 BK2821  NAD 83(1986)-  30 13 51.40759(N)    092 28 47.08416(W) AD(       ) 2
 BK2821  NAD 27      -  30 13 50.66888(N)    092 28 46.59712(W) AD(       ) 2
 BK2821  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 BK2821
 BK2821.Superseded values are not recommended for survey control.
 BK2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2821.See file dsdata.txt to determine how the superseded data were derived.
 BK2821
 BK2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5006144490(NAD 83)
 BK2821_MARKER: DD = SURVEY DISK
 BK2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2821+STABILITY: SURFACE MOTION
 BK2821
 BK2821  HISTORY     - Date     Condition        Report By
 BK2821  HISTORY     - 1967     MONUMENTED       LADH
 BK2821  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 BK2821  HISTORY     - 20050415 MARK NOT FOUND   USPSQD
 BK2821  HISTORY     - 20060514 MARK NOT FOUND   NGS
 BK2821
 BK2821                          STATION DESCRIPTION
 BK2821
 BK2821'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2821'THE STATION IS LOCATED 7 MILES NORTHWEST OF CROWLEY, 20 MILES
 BK2821'SOUTHWEST OF CHURCH POINT AND 7 MILES NORTHEAST OF MERMENTAU, IN THE
 BK2821'NORTHEAST QUARTER OF SECTION 32, T9S, R1W.
 BK2821'
 BK2821'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2821'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 WEST FOR 5 MILES TO
 BK2821'THE STATION WHICH IS SET TO THE LEFT AND WEST OF THE INTERSTATE NEAR
 BK2821'A CROSS DRAIN AND A RIGHT-OF-WAY FENCE.
 BK2821'
 BK2821'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2821'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK2821'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BK2821'STAMPED 1A002.  IT IS 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 24
 BK2821'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HEADWALL OF A
 BK2821'CROSS DRAIN UNDER INTERSTATE 10, 1.4 FEET SOUTH OF A METAL
 BK2821'WITNESS POST AND SIGN, 50 FEET SOUTH OF THE CENTERLINE OF THE EAST
 BK2821'BOUND LANE OF INTERSTATE 10, 16 FEET NORTH-NORTHEAST OF A
 BK2821'RIGHT-OF-WAY MARKER AND 9 FEET EAST OF MILE POST 75 ON INTERSTATE
 BK2821'10.
 BK2821'
 BK2821'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2821
 BK2821                          STATION RECOVERY (1991)
 BK2821
 BK2821'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2821'MARK NOT FOUND.
 BK2821
 BK2821                          STATION RECOVERY (2005)
 BK2821
 BK2821'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2821'DIRECTIONS INADEQUATE.  ALL THE POINTS WERE PRESENT BUT THE
 BK2821'MEASUREMENTS DID NOT MAKE SENSE.  NO WITNESS SIGN EXISTS.
 BK2821
 BK2821                          STATION RECOVERY (2006)
 BK2821
 BK2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK2821'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2819 ***********************************************************************
 BK2819  DESIGNATION -  1 A 004 LDH 1967
 BK2819  PID         -  BK2819
 BK2819  STATE/COUNTY-  LA/ACADIA
 BK2819  USGS QUAD   -  CROWLEY WEST (1987)
 BK2819
 BK2819                         *CURRENT SURVEY CONTROL
 BK2819  ___________________________________________________________________
 BK2819* NAD 83(1992)-  30 14 10.58124(N)    092 26 50.05718(W)     ADJUSTED  
 BK2819* NAVD 88     -         5.9  **(meters)      19.   **(feet)  VERTCON   
 BK2819  **This station is located in a subsidence area (see below).
 BK2819  ___________________________________________________________________
 BK2819  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2819  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2819
 BK2819  HORZ ORDER  -  SECOND
 BK2819
 BK2819.The horizontal coordinates were established by classical geodetic methods
 BK2819.and adjusted by the National Geodetic Survey in January 1993..
 BK2819
 BK2819 ** The orthometric height has not been validated since last determined
 BK2819 ** by differential leveling and should not be used for control purposes.
 BK2819 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2819 ** area with valid NAVD 88 orthometric heights.
 BK2819 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2819 ** epoch indicated which incorporates improved geoid heights for the
 BK2819 ** Southern Louisiana Subsidence area.
 BK2819 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2819
 BK2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2819
 BK2819.The geoid height was determined by GEOID03.
 BK2819
 BK2819;                    North         East     Units Scale Factor Converg.
 BK2819;SPC LA S     -   192,977.507   892,787.731   MT  0.99993415   -0 33 25.1
 BK2819;SPC LA S     -   633,127.04  2,929,087.75   sFT  0.99993415   -0 33 25.1
 BK2819;UTM  15      - 3,345,095.935   553,186.272   MT  0.99963490   +0 16 42.1
 BK2819
 BK2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2819!SPC LA S     -   1.00000337  x   0.99993415  =   0.99993752
 BK2819!UTM  15      -   1.00000337  x   0.99963490  =   0.99963827
 BK2819
 BK2819:                Primary Azimuth Mark                     Grid Az
 BK2819:SPC LA S     -  1 A 005 LDH 1967                         090 52 10.9
 BK2819:UTM  15      -  1 A 005 LDH 1967                         090 02 03.7
 BK2819
 BK2819|---------------------------------------------------------------------|
 BK2819| PID    Reference Object                     Distance      Geod. Az  |
 BK2819|                                                           dddmmss.s |
 BK2819| BK2818 1 A 005 LDH 1967                    APPROX. 1.6 KM 0901845.8 |
 BK2819|---------------------------------------------------------------------|
 BK2819
 BK2819                          SUPERSEDED SURVEY CONTROL
 BK2819
 BK2819  NAD 83(1986)-  30 14 10.60084(N)    092 26 50.05132(W) AD(       ) 2
 BK2819  NAD 27      -  30 14 09.86323(N)    092 26 49.56833(W) AD(       ) 2
 BK2819  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 BK2819
 BK2819.Superseded values are not recommended for survey control.
 BK2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2819.See file dsdata.txt to determine how the superseded data were derived.
 BK2819
 BK2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5318645096(NAD 83)
 BK2819_MARKER: DD = SURVEY DISK
 BK2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2819+STABILITY: SURFACE MOTION
 BK2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2819+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 BK2819
 BK2819  HISTORY     - Date     Condition        Report By
 BK2819  HISTORY     - 1967     MONUMENTED       LADH
 BK2819  HISTORY     - 19910905 GOOD             USPSQD
 BK2819  HISTORY     - 19971017 GOOD             USPSQD
 BK2819  HISTORY     - 20050415 GOOD             USPSQD
 BK2819
 BK2819                          STATION DESCRIPTION
 BK2819
 BK2819'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2819'THE STATION IS LOCATED 5 MILES NORTHWEST OF CROWLEY, 18 MILES
 BK2819'SOUTHWEST OF CHURCH POINT AND 9 MILES NORTHEAST OF MERMENTAU, IN THE
 BK2819'SOUTHWEST QUARTER OF SECTION 26, T9S, R1W.
 BK2819'
 BK2819'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2819'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 WEST FOR 3.7 MILES TO
 BK2819'THE STATION SET TO THE NORTH OF THE HIGHWAY NEAR A BOX CULVERT
 BK2819'UNDER INTERSTATE 10.
 BK2819'
 BK2819'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2819'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK2819'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BK2819'STAMPED 1A004.  IT IS 1.7 FEET NORTH OF A METAL WITNESS POST AND
 BK2819'SIGN, 57 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 3 BOX
 BK2819'CULVERT UNDER INTERSTATE 10, 50 FEET NORTH OF THE CENTERLINE
 BK2819'OF THE WEST BOUND LANE OF INTERSTATE 10, 50 FEET SOUTH OF THE
 BK2819'CENTERLINE OF STATE HIGHWAY 100, AND 110 FEET WEST OF POWER
 BK2819'POLE NUMBER 228.
 BK2819'
 BK2819'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2819
 BK2819                          STATION RECOVERY (1991)
 BK2819
 BK2819'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2819'RECOVERED IN GOOD CONDITION.
 BK2819
 BK2819                          STATION RECOVERY (1997)
 BK2819
 BK2819'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2819'RECOVERED IN GOOD CONDITION.
 BK2819
 BK2819                          STATION RECOVERY (2005)
 BK2819
 BK2819'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2818 ***********************************************************************
 BK2818  DESIGNATION -  1 A 005 LDH 1967
 BK2818  PID         -  BK2818
 BK2818  STATE/COUNTY-  LA/ACADIA
 BK2818  USGS QUAD   -  CROWLEY WEST (1987)
 BK2818
 BK2818                         *CURRENT SURVEY CONTROL
 BK2818  ___________________________________________________________________
 BK2818* NAD 83(1992)-  30 14 10.28968(N)    092 25 49.35848(W)     ADJUSTED  
 BK2818* NAVD 88     -         6.5  **(meters)      21.   **(feet)  VERTCON   
 BK2818  **This station is located in a subsidence area (see below).
 BK2818  ___________________________________________________________________
 BK2818  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BK2818  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2818
 BK2818  HORZ ORDER  -  SECOND
 BK2818
 BK2818.The horizontal coordinates were established by classical geodetic methods
 BK2818.and adjusted by the National Geodetic Survey in January 1993..
 BK2818
 BK2818 ** The orthometric height has not been validated since last determined
 BK2818 ** by differential leveling and should not be used for control purposes.
 BK2818 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2818 ** area with valid NAVD 88 orthometric heights.
 BK2818 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2818 ** epoch indicated which incorporates improved geoid heights for the
 BK2818 ** Southern Louisiana Subsidence area.
 BK2818 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2818
 BK2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2818
 BK2818.The geoid height was determined by GEOID03.
 BK2818
 BK2818;                    North         East     Units Scale Factor Converg.
 BK2818;SPC LA S     -   192,952.874   894,410.427   MT  0.99993414   -0 32 54.7
 BK2818;SPC LA S     -   633,046.22  2,934,411.54   sFT  0.99993414   -0 32 54.7
 BK2818;UTM  15      - 3,345,094.962   554,808.670   MT  0.99963706   +0 17 12.7
 BK2818
 BK2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2818!SPC LA S     -   1.00000327  x   0.99993414  =   0.99993741
 BK2818!UTM  15      -   1.00000327  x   0.99963706  =   0.99964033
 BK2818
 BK2818:                Primary Azimuth Mark                     Grid Az
 BK2818:SPC LA S     -  1 A 006 LDH 1967                         092 04 52.0
 BK2818:UTM  15      -  1 A 006 LDH 1967                         091 14 44.6
 BK2818
 BK2818|---------------------------------------------------------------------|
 BK2818| PID    Reference Object                     Distance      Geod. Az  |
 BK2818|                                                           dddmmss.s |
 BK2818| BK2817 1 A 006 LDH 1967                    APPROX. 2.3 KM 0913157.3 |
 BK2818|---------------------------------------------------------------------|
 BK2818
 BK2818                          SUPERSEDED SURVEY CONTROL
 BK2818
 BK2818  NAD 83(1986)-  30 14 10.30921(N)    092 25 49.35263(W) AD(       ) 2
 BK2818  NAD 27      -  30 14 09.57198(N)    092 25 48.87155(W) AD(       ) 2
 BK2818  NGVD 29 (07/19/86)    6.5    (m)           21.     (f) VERT ANG       
 BK2818
 BK2818.Superseded values are not recommended for survey control.
 BK2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2818.See file dsdata.txt to determine how the superseded data were derived.
 BK2818
 BK2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5480945095(NAD 83)
 BK2818_MARKER: DD = SURVEY DISK
 BK2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2818+STABILITY: SURFACE MOTION
 BK2818
 BK2818  HISTORY     - Date     Condition        Report By
 BK2818  HISTORY     - 1967     MONUMENTED       LADH
 BK2818  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 BK2818  HISTORY     - 19971017 MARK NOT FOUND   USPSQD
 BK2818  HISTORY     - 20050415 MARK NOT FOUND   USPSQD
 BK2818
 BK2818                          STATION DESCRIPTION
 BK2818
 BK2818'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2818'THE STATION IS LOCATED 4 MILES NORTHWEST OF CROWLEY, 17 MILES
 BK2818'SOUTHWEST OF CHURCH POINT AND 10 MILES NORTHEAST OF MERMENTAU,
 BK2818'BETWEEN SECTION 26 AND SECTION 25, T9S, R1W.
 BK2818'
 BK2818'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2818'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 WEST FOR 2.7 MILES
 BK2818'TO THE STATION WHICH IS SET TO THE NORTH OF THE HIGHWAY NEAR THE
 BK2818'JUNCTION WITH STATE HIGHWAY 3070 AND 100.
 BK2818'
 BK2818'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2818'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK2818'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BK2818'STAMPED 1A005.  IT IS 1.4 FEET NORTH OF A METAL WITNESS POST AND
 BK2818'SIGN, 43 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF
 BK2818'INTERSTATE 10, 32 FEET SOUTHWEST OF POWER POLE NUMBER 246, 57 FEET
 BK2818'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 100, AND ON TANGENT OF
 BK2818'STATE HIGHWAY 3070 RUNNING NORTH.
 BK2818'
 BK2818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2818
 BK2818                          STATION RECOVERY (1991)
 BK2818
 BK2818'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2818'MARK NOT FOUND.
 BK2818
 BK2818                          STATION RECOVERY (1997)
 BK2818
 BK2818'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2818'MARK NOT FOUND.
 BK2818
 BK2818                          STATION RECOVERY (2005)
 BK2818
 BK2818'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2817 ***********************************************************************
 BK2817  DESIGNATION -  1 A 006 LDH 1967
 BK2817  PID         -  BK2817
 BK2817  STATE/COUNTY-  LA/ACADIA
 BK2817  USGS QUAD   -  CROWLEY WEST (1987)
 BK2817
 BK2817                         *CURRENT SURVEY CONTROL
 BK2817  ___________________________________________________________________
 BK2817* NAD 83(1992)-  30 14 08.25103(N)    092 24 21.95325(W)     ADJUSTED  
 BK2817* NAVD 88     -        16.3  **(meters)      53.   **(feet)  VERTCON   
 BK2817  **This station is located in a subsidence area (see below).
 BK2817  ___________________________________________________________________
 BK2817  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2817  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2817
 BK2817  HORZ ORDER  -  SECOND
 BK2817
 BK2817.The horizontal coordinates were established by classical geodetic methods
 BK2817.and adjusted by the National Geodetic Survey in January 1993..
 BK2817
 BK2817 ** The orthometric height has not been validated since last determined
 BK2817 ** by differential leveling and should not be used for control purposes.
 BK2817 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2817 ** area with valid NAVD 88 orthometric heights.
 BK2817 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2817 ** epoch indicated which incorporates improved geoid heights for the
 BK2817 ** Southern Louisiana Subsidence area.
 BK2817 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2817
 BK2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2817
 BK2817.The geoid height was determined by GEOID03.
 BK2817
 BK2817;                    North         East     Units Scale Factor Converg.
 BK2817;SPC LA S     -   192,867.979   896,746.626   MT  0.99993410   -0 32 11.0
 BK2817;SPC LA S     -   632,767.69  2,942,076.22   sFT  0.99993410   -0 32 11.0
 BK2817;UTM  15      - 3,345,044.154   557,145.168   MT  0.99964029   +0 17 56.7
 BK2817
 BK2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2817!SPC LA S     -   1.00000173  x   0.99993410  =   0.99993583
 BK2817!UTM  15      -   1.00000173  x   0.99964029  =   0.99964202
 BK2817
 BK2817:                Primary Azimuth Mark                     Grid Az
 BK2817:SPC LA S     -  1 A 007                                  091 05 25.2
 BK2817:UTM  15      -  1 A 007                                  090 15 17.5
 BK2817
 BK2817|---------------------------------------------------------------------|
 BK2817| PID    Reference Object                     Distance      Geod. Az  |
 BK2817|                                                           dddmmss.s |
 BK2817| BK2428 1 A 007                             APPROX. 2.0 KM 0903314.2 |
 BK2817|---------------------------------------------------------------------|
 BK2817
 BK2817                          SUPERSEDED SURVEY CONTROL
 BK2817
 BK2817  NAD 83(1986)-  30 14 08.27042(N)    092 24 21.94743(W) AD(       ) 2
 BK2817  NAD 27      -  30 14 07.53371(N)    092 24 21.46904(W) AD(       ) 2
 BK2817  NGVD 29 (07/19/86)   16.3    (m)           53.     (f) VERT ANG       
 BK2817
 BK2817.Superseded values are not recommended for survey control.
 BK2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2817.See file dsdata.txt to determine how the superseded data were derived.
 BK2817
 BK2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5714545044(NAD 83)
 BK2817_MARKER: DD = SURVEY DISK
 BK2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2817+STABILITY: SURFACE MOTION
 BK2817
 BK2817  HISTORY     - Date     Condition        Report By
 BK2817  HISTORY     - 1967     MONUMENTED       LADH
 BK2817  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 BK2817  HISTORY     - 20050415 MARK NOT FOUND   USPSQD
 BK2817
 BK2817                          STATION DESCRIPTION
 BK2817
 BK2817'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2817'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF CROWLEY, 16 MILES
 BK2817'SOUTHWEST OF CHURCH POINT AND 11.5 MILES NORTHEAST OF MERMENTAU, IN
 BK2817'THE SOUTHWEST QUARTER OF SECTION 30, T9S, R1E.
 BK2817'
 BK2817'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2817'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 WEST FOR 1.2 MILES
 BK2817'TO THE STATION WHICH IS SET IN THE MEDIAN NEAR THE MISSOURI PACIFIC
 BK2817'RAILROAD BRIDGE ON INTERSTATE 10.
 BK2817'
 BK2817'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2817'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2817'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BK2817'STAMPED 1A006.  IT IS 1.6 FEET SOUTH OF A METAL WITNESS POST AND
 BK2817'SIGN, 10 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RAILROAD
 BK2817'BRIDGE ON THE EAST BOUND LANE OF INTERSTATE 10, 20 FEET NORTH OF
 BK2817'THE CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE 10, 47 FEET
 BK2817'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RAILROAD BRIDGE ON
 BK2817'THE WEST BOUND LANE OF INTERSTATE 10.
 BK2817'
 BK2817'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2817
 BK2817                          STATION RECOVERY (1991)
 BK2817
 BK2817'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2817'MARK NOT FOUND.
 BK2817
 BK2817                          STATION RECOVERY (2005)
 BK2817
 BK2817'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2817'MAY STILL EXIST AND PROBABLY BURIED UNDER BACKFILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2428 ***********************************************************************
 BK2428  DESIGNATION -  1 A 007
 BK2428  PID         -  BK2428
 BK2428  STATE/COUNTY-  LA/ACADIA
 BK2428  USGS QUAD   -  CROWLEY WEST (1987)
 BK2428
 BK2428                         *CURRENT SURVEY CONTROL
 BK2428  ___________________________________________________________________
 BK2428* NAD 83(1992)-  30 14 07.62729(N)    092 23 08.33938(W)     ADJUSTED  
 BK2428* NAVD 88     -        12.   **(meters)      39.   **(feet)  SCALED    
 BK2428  **This station is located in a subsidence area (see below).
 BK2428  ___________________________________________________________________
 BK2428  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BK2428  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2428  DYNAMIC HT  -          12.2   (meters)      40.    (feet)  COMP
 BK2428  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 BK2428
 BK2428  HORZ ORDER  -  SECOND
 BK2428  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK2428
 BK2428.The horizontal coordinates were established by classical geodetic methods
 BK2428.and adjusted by the National Geodetic Survey in January 1993..
 BK2428
 BK2428 ** The orthometric height has not been validated since last determined
 BK2428 ** by differential leveling and should not be used for control purposes.
 BK2428 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2428 ** area with valid NAVD 88 orthometric heights.
 BK2428 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2428 ** epoch indicated which incorporates improved geoid heights for the
 BK2428 ** Southern Louisiana Subsidence area.
 BK2428 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2428.The orthometric height was scaled from a topographic map.
 BK2428.The vertical order pertains to the first NAVD 88 superseded value.
 BK2428
 BK2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2428
 BK2428.The geoid height was determined by GEOID03.
 BK2428
 BK2428.The dynamic height is computed by dividing the NAVD 88
 BK2428.geopotential number by the normal gravity value computed on the
 BK2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2428.degrees latitude (g = 980.6199 gals.).
 BK2428
 BK2428.The modeled gravity was interpolated from observed gravity values.
 BK2428
 BK2428;                    North         East     Units Scale Factor Converg.
 BK2428;SPC LA S     -   192,830.524   898,714.537   MT  0.99993409   -0 31 34.2
 BK2428;SPC LA S     -   632,644.81  2,948,532.61   sFT  0.99993409   -0 31 34.2
 BK2428;UTM  15      - 3,345,035.401   559,112.841   MT  0.99964311   +0 18 33.7
 BK2428
 BK2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2428!SPC LA S     -   1.00000238  x   0.99993409  =   0.99993647
 BK2428!UTM  15      -   1.00000238  x   0.99964311  =   0.99964549
 BK2428
 BK2428:                Primary Azimuth Mark                     Grid Az
 BK2428:SPC LA S     -  1 A 008 LDH 1967                         089 20 14.0
 BK2428:UTM  15      -  1 A 008 LDH 1967                         088 30 06.1
 BK2428
 BK2428|---------------------------------------------------------------------|
 BK2428| PID    Reference Object                     Distance      Geod. Az  |
 BK2428|                                                           dddmmss.s |
 BK2428| BK2799 1 A 008 LDH 1967                    APPROX. 2.2 KM 0884839.8 |
 BK2428|---------------------------------------------------------------------|
 BK2428
 BK2428                          SUPERSEDED SURVEY CONTROL
 BK2428
 BK2428  NAD 83(1986)-  30 14 07.64652(N)    092 23 08.33359(W) AD(       ) 2
 BK2428  NAD 27      -  30 14 06.91032(N)    092 23 07.85744(W) AD(       ) 2
 BK2428  NAVD 88 (06/15/91)   12.201  (m)           40.03   (f) UNKNOWN     1 2
 BK2428  NGVD 29 (07/19/86)   14.0    (m)           46.     (f) VERT ANG       
 BK2428
 BK2428.Superseded values are not recommended for survey control.
 BK2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2428.See file dsdata.txt to determine how the superseded data were derived.
 BK2428
 BK2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5911345035(NAD 83)
 BK2428_MARKER: DD = SURVEY DISK
 BK2428_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2428_SP_SET: BRIDGE ABUTMENT
 BK2428_STAMPING: 1 A 007
 BK2428_MARK LOGO: LADH  
 BK2428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2428+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 BK2428
 BK2428  HISTORY     - Date     Condition        Report By
 BK2428  HISTORY     - 1967     MONUMENTED       LADH
 BK2428  HISTORY     - 1986     GOOD             NGS
 BK2428  HISTORY     - 20030611 GOOD             USPSQD
 BK2428  HISTORY     - 20040920 GOOD             USPSQD
 BK2428
 BK2428                          STATION DESCRIPTION
 BK2428
 BK2428'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2428'THE STATION IS LOCATED 7 MILES WEST OF RAYNE, 15.5 MILES SOUTHWEST
 BK2428'OF CHURCH POINT AND 12.5 MILES NORTHEAST OF MERMENTAU, IN THE
 BK2428'SOUTHEAST QUARTER OF SECTION 29, T9S, R1E.
 BK2428'
 BK2428'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK2428'HIGHWAY 13 IN CROWLEY, DRIVE NORTHWEST ALONG STATE HIGHWAY 13 FOR
 BK2428'1.8 MILES TO THE INTERSTATE 10 INTERCHANGE AND THE STATION WHICH IS
 BK2428'SET IN SOUTHWEST WING OF THE ABUTMENT OF THE OVERPASS ON THE EAST
 BK2428'BOUND LANE OF INTERSTATE 10.
 BK2428'
 BK2428'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2428'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE ABUTMENT OF THE
 BK2428'OVERPASS FLUSH WITH THE SURFACE.  IT IS STAMPED 1A007.  IT IS 6.6
 BK2428'FEET SOUTH OF THE SOUTH CURB OF THE OVERPASS, 21 FEET SOUTH OF THE
 BK2428'CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE 10, AND 1.9
 BK2428'FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BK2428'
 BK2428'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2428
 BK2428                          STATION RECOVERY (1986)
 BK2428
 BK2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2428'2.7 KM (1.7 MI) NW FROM CROWLEY.
 BK2428'2.7 KM (1.7 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE ACADIA
 BK2428'PARISH COURTHOUSE IN CROWLEY, TO THE INTERSTATE 10 OVERPASS AND THE
 BK2428'MARK ON THE LEFT, IN TOP OF THE SOUTHWEST ABUTMENT OF THE EAST-BOUND
 BK2428'LANES, 6.41 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF THE EAST-BOUND
 BK2428'LANES OF THE INTERSTATE, 1.22 METERS (4.0 FT) SOUTH OF THE SOUTH
 BK2428'BRIDGE RAILING, 0.37 METER (1.2 FT) NORTH OF THE SOUTH END OF THE
 BK2428'ABUTMENT.
 BK2428'THE MARK IS 0.57 METERS  N FROM  A WITNESS POST
 BK2428'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2428
 BK2428                          STATION RECOVERY (2003)
 BK2428
 BK2428'RECOVERY NOTE BY US POWER SQUADRON 2003 (KMV)
 BK2428' 
 BK2428' 
 BK2428
 BK2428                          STATION RECOVERY (2004)
 BK2428
 BK2428'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2428' 
 BK2428' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2799 ***********************************************************************
 BK2799  DESIGNATION -  1 A 008 LDH 1967
 BK2799  PID         -  BK2799
 BK2799  STATE/COUNTY-  LA/ACADIA
 BK2799  USGS QUAD   -  CROWLEY EAST (1983)
 BK2799
 BK2799                         *CURRENT SURVEY CONTROL
 BK2799  ___________________________________________________________________
 BK2799* NAD 83(1992)-  30 14 09.11627(N)    092 21 45.30891(W)     ADJUSTED  
 BK2799* NAVD 88     -        14.4  **(meters)      47.   **(feet)  VERTCON   
 BK2799  **This station is located in a subsidence area (see below).
 BK2799  ___________________________________________________________________
 BK2799  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2799  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2799
 BK2799  HORZ ORDER  -  SECOND
 BK2799
 BK2799.The horizontal coordinates were established by classical geodetic methods
 BK2799.and adjusted by the National Geodetic Survey in January 1993..
 BK2799
 BK2799 ** The orthometric height has not been validated since last determined
 BK2799 ** by differential leveling and should not be used for control purposes.
 BK2799 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2799 ** area with valid NAVD 88 orthometric heights.
 BK2799 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2799 ** epoch indicated which incorporates improved geoid heights for the
 BK2799 ** Southern Louisiana Subsidence area.
 BK2799 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2799
 BK2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2799
 BK2799.The geoid height was determined by GEOID03.
 BK2799
 BK2799;                    North         East     Units Scale Factor Converg.
 BK2799;SPC LA S     -   192,856.207   900,934.801   MT  0.99993412   -0 30 52.7
 BK2799;SPC LA S     -   632,729.07  2,955,816.93   sFT  0.99993412   -0 30 52.7
 BK2799;UTM  15      - 3,345,093.443   561,331.851   MT  0.99964641   +0 19 15.6
 BK2799
 BK2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2799!SPC LA S     -   1.00000203  x   0.99993412  =   0.99993615
 BK2799!UTM  15      -   1.00000203  x   0.99964641  =   0.99964844
 BK2799
 BK2799:                Primary Azimuth Mark                     Grid Az
 BK2799:SPC LA S     -  1 A 009 LDH 1967                         093 03 09.5
 BK2799:UTM  15      -  1 A 009 LDH 1967                         092 13 01.2
 BK2799
 BK2799|---------------------------------------------------------------------|
 BK2799| PID    Reference Object                     Distance      Geod. Az  |
 BK2799|                                                           dddmmss.s |
 BK2799| BK2797 1 A 009 LDH 1967                    APPROX. 1.6 KM 0923216.8 |
 BK2799| BK2801 FREELAND RM 4 1969 A                APPROX. 0.7 KM 3564356.9 |
 BK2799| BK2800 FREELAND RM 4                       APPROX. 0.7 KM 3574603.1 |
 BK2799|---------------------------------------------------------------------|
 BK2799
 BK2799                          SUPERSEDED SURVEY CONTROL
 BK2799
 BK2799  NAD 83(1986)-  30 14 09.13530(N)    092 21 45.30316(W) AD(       ) 2
 BK2799  NAD 27      -  30 14 08.39976(N)    092 21 44.82956(W) AD(       ) 2
 BK2799  NGVD 29 (07/19/86)   14.4    (m)           47.     (f) VERT ANG       
 BK2799
 BK2799.Superseded values are not recommended for survey control.
 BK2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2799.See file dsdata.txt to determine how the superseded data were derived.
 BK2799
 BK2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6133245093(NAD 83)
 BK2799_MARKER: DD = SURVEY DISK
 BK2799_SETTING: 0 = UNSPECIFIED SETTING
 BK2799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2799+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 BK2799
 BK2799  HISTORY     - Date     Condition        Report By
 BK2799  HISTORY     - 1967     MONUMENTED       LADH
 BK2799  HISTORY     - 1969     GOOD             LADH
 BK2799  HISTORY     - 19910905 GOOD             USPSQD
 BK2799  HISTORY     - 19971017 GOOD             USPSQD
 BK2799  HISTORY     - 20041021 GOOD             USPSQD
 BK2799
 BK2799                          STATION DESCRIPTION
 BK2799
 BK2799'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2799'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF CROWLEY, 6 MILES WEST
 BK2799'OF RAYNE AND 14.5 MILES SOUTHWEST OF CHURCH POINT, IN THE SOUTHEAST
 BK2799'QUARTER OF SECTION 28, T9S, R1E.
 BK2799'
 BK2799'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2799'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 EAST FOR 1.4 MILES TO
 BK2799'THE STATION.
 BK2799'
 BK2799'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2799'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE ABUTMENT OF AN
 BK2799'OVERPASS FLUSH WITH THE SLAB.  IT IS STAMPED 1A008.  IT IS 2.5 FEET
 BK2799'EAST OF THE WEST CURB, 7.3 FEET SOUTHEAST OF A METAL WITNESS POST
 BK2799'AND SIGN, 12 FEET WEST OF THE CENTERLINE OF THE ROADWAY AND IN THE
 BK2799'NORTHWEST CORNER OF THE STATE HIGHWAY 1111 INTERCHANGE ON
 BK2799'INTERSTATE 10.
 BK2799'
 BK2799'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2799
 BK2799                          STATION RECOVERY (1969)
 BK2799
 BK2799'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (LGB)
 BK2799'THE STATION MARK IS A BRONZE STATION MARK DISK OF THE COAST AND
 BK2799'GEODETIC SURVEY AND THE LOUISIANA DEPARTMENT OF HIGHWAYS, CEMENTED
 BK2799'IN A DRILL HOLE IN THE SOUTHBOUND LANE OF THE OVERPASS AT THE STATE
 BK2799'HIGHWAY 1111 INTERCHANGE ON INTERSTATE HIGHWAY 10 NEAR THE
 BK2799'NORTHEAST EDGE OF CROWLEY.  IT IS 11.6 FEET WEST OF THE CENTER OF
 BK2799'THE OVERPASS, 7 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 2.5
 BK2799'FEET EAST OF THE NORTHWEST CORNER OF THE CONCRETE OVERPASS AND IS
 BK2799'STAMPED 1A008.
 BK2799'
 BK2799'A GEODIMETER TRAVERSE WAS MADE TO TRIANGULATION STATION FREELAND RM4,
 BK2799'DISTANCE BEING 728.394 METERS NORTH.
 BK2799
 BK2799                          STATION RECOVERY (1991)
 BK2799
 BK2799'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2799'RECOVERED IN GOOD CONDITION.
 BK2799
 BK2799                          STATION RECOVERY (1997)
 BK2799
 BK2799'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2799'RECOVERED IN GOOD CONDITION.
 BK2799
 BK2799                          STATION RECOVERY (2004)
 BK2799
 BK2799'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK2799'MARKER IS ADJACENT TO PAINTED WHITE SHOULDER STRIPE ON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2797 ***********************************************************************
 BK2797  DESIGNATION -  1 A 009 LDH 1967
 BK2797  PID         -  BK2797
 BK2797  STATE/COUNTY-  LA/ACADIA
 BK2797  USGS QUAD   -  CROWLEY EAST (1983)
 BK2797
 BK2797                         *CURRENT SURVEY CONTROL
 BK2797  ___________________________________________________________________
 BK2797* NAD 83(1992)-  30 14 06.74996(N)    092 20 43.93143(W)     ADJUSTED  
 BK2797* NAVD 88     -        15.4  **(meters)      51.   **(feet)  VERTCON   
 BK2797  **This station is located in a subsidence area (see below).
 BK2797  ___________________________________________________________________
 BK2797  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK2797  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2797
 BK2797  HORZ ORDER  -  SECOND
 BK2797
 BK2797.The horizontal coordinates were established by classical geodetic methods
 BK2797.and adjusted by the National Geodetic Survey in January 1993..
 BK2797
 BK2797 ** The orthometric height has not been validated since last determined
 BK2797 ** by differential leveling and should not be used for control purposes.
 BK2797 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2797 ** area with valid NAVD 88 orthometric heights.
 BK2797 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2797 ** epoch indicated which incorporates improved geoid heights for the
 BK2797 ** Southern Louisiana Subsidence area.
 BK2797 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2797
 BK2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2797
 BK2797.The geoid height was determined by GEOID03.
 BK2797
 BK2797;                    North         East     Units Scale Factor Converg.
 BK2797;SPC LA S     -   192,768.730   902,575.103   MT  0.99993407   -0 30 22.0
 BK2797;SPC LA S     -   632,442.08  2,961,198.48   sFT  0.99993407   -0 30 22.0
 BK2797;UTM  15      - 3,345,029.916   562,972.785   MT  0.99964892   +0 19 46.4
 BK2797
 BK2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2797!SPC LA S     -   1.00000187  x   0.99993407  =   0.99993594
 BK2797!UTM  15      -   1.00000187  x   0.99964892  =   0.99965079
 BK2797
 BK2797:                Primary Azimuth Mark                     Grid Az
 BK2797:SPC LA S     -  1 A 008 LDH 1967                         273 03 09.7
 BK2797:UTM  15      -  1 A 008 LDH 1967                         272 13 01.3
 BK2797
 BK2797|---------------------------------------------------------------------|
 BK2797| PID    Reference Object                     Distance      Geod. Az  |
 BK2797|                                                           dddmmss.s |
 BK2797| BK2799 1 A 008 LDH 1967                    APPROX. 1.6 KM 2723247.7 |
 BK2797|---------------------------------------------------------------------|
 BK2797
 BK2797                          SUPERSEDED SURVEY CONTROL
 BK2797
 BK2797  NAD 83(1986)-  30 14 06.76881(N)    092 20 43.92574(W) AD(       ) 2
 BK2797  NAD 27      -  30 14 06.03371(N)    092 20 43.45401(W) AD(       ) 2
 BK2797  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 BK2797
 BK2797.Superseded values are not recommended for survey control.
 BK2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2797.See file dsdata.txt to determine how the superseded data were derived.
 BK2797
 BK2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6297345030(NAD 83)
 BK2797_MARKER: DD = SURVEY DISK
 BK2797_SETTING: 0 = UNSPECIFIED SETTING
 BK2797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2797+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 BK2797
 BK2797  HISTORY     - Date     Condition        Report By
 BK2797  HISTORY     - 1967     MONUMENTED       LADH
 BK2797  HISTORY     - 19910905 GOOD             USPSQD
 BK2797  HISTORY     - 19971017 GOOD             USPSQD
 BK2797  HISTORY     - 20041021 GOOD             USPSQD
 BK2797
 BK2797                          STATION DESCRIPTION
 BK2797
 BK2797'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2797'THE STATION IS LOCATED 2 MILES NORTHEAST OF CROWLEY, 4.5 MILES WEST
 BK2797'OF RAYNE AND 14 MILES SOUTHWEST OF CHURCH POINT, IN THE SOUTHWEST
 BK2797'QUARTER OF SECTION 26, T9S, R1E.
 BK2797'
 BK2797'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2797'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 EAST FOR 2.4 MILES TO
 BK2797'THE STATION WHICH IS SET IN AN OVERPASS.
 BK2797'
 BK2797'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2797'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE ABUTMENT OF AN
 BK2797'OVERPASS FLUSH WITH THE SLAB.  IT IS STAMPED 1A009.  IT IS SET IN
 BK2797'THE SOUTHEAST CORNER OF A PARISH ROAD OVERPASS ON INTERSTATE 10 1
 BK2797'MILE EAST OF STATE HIGHWAY 1111, 2 FEET WEST OF THE EAST CURB,
 BK2797'6.7 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, 10 FEET EAST
 BK2797'OF THE CENTERLINE OF THE OVERPASS.
 BK2797'
 BK2797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2797
 BK2797                          STATION RECOVERY (1991)
 BK2797
 BK2797'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2797'RECOVERED IN GOOD CONDITION.
 BK2797
 BK2797                          STATION RECOVERY (1997)
 BK2797
 BK2797'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2797'RECOVERED IN GOOD CONDITION.
 BK2797
 BK2797                          STATION RECOVERY (2004)
 BK2797
 BK2797'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK2797'MARKER IS ADJACENT TO PAINTED WHITE SHOULDER STRIPE ON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2796 ***********************************************************************
 BK2796  DESIGNATION -  1 A 010 LDH 1967
 BK2796  PID         -  BK2796
 BK2796  STATE/COUNTY-  LA/ACADIA
 BK2796  USGS QUAD   -  CROWLEY EAST (1983)
 BK2796
 BK2796                         *CURRENT SURVEY CONTROL
 BK2796  ___________________________________________________________________
 BK2796* NAD 83(1992)-  30 14 14.03353(N)    092 20 00.86104(W)     ADJUSTED  
 BK2796* NAVD 88     -         9.0  **(meters)      30.   **(feet)  VERTCON   
 BK2796  **This station is located in a subsidence area (see below).
 BK2796  ___________________________________________________________________
 BK2796  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK2796  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2796
 BK2796  HORZ ORDER  -  SECOND
 BK2796
 BK2796.The horizontal coordinates were established by classical geodetic methods
 BK2796.and adjusted by the National Geodetic Survey in January 1993..
 BK2796
 BK2796 ** The orthometric height has not been validated since last determined
 BK2796 ** by differential leveling and should not be used for control purposes.
 BK2796 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2796 ** area with valid NAVD 88 orthometric heights.
 BK2796 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2796 ** epoch indicated which incorporates improved geoid heights for the
 BK2796 ** Southern Louisiana Subsidence area.
 BK2796 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2796
 BK2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2796
 BK2796.The geoid height was determined by GEOID03.
 BK2796
 BK2796;                    North         East     Units Scale Factor Converg.
 BK2796;SPC LA S     -   192,982.881   903,728.570   MT  0.99993422   -0 30 00.5
 BK2796;SPC LA S     -   633,144.67  2,964,982.82   sFT  0.99993422   -0 30 00.5
 BK2796;UTM  15      - 3,345,260.803   564,122.679   MT  0.99965073   +0 20 08.2
 BK2796
 BK2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2796!SPC LA S     -   1.00000288  x   0.99993422  =   0.99993710
 BK2796!UTM  15      -   1.00000288  x   0.99965073  =   0.99965361
 BK2796
 BK2796:                Primary Azimuth Mark                     Grid Az
 BK2796:SPC LA S     -  1 B 003                                  075 15 49.2
 BK2796:UTM  15      -  1 B 003                                  074 25 40.5
 BK2796
 BK2796|---------------------------------------------------------------------|
 BK2796| PID    Reference Object                     Distance      Geod. Az  |
 BK2796|                                                           dddmmss.s |
 BK2796| BK2832 1 B 003                             APPROX. 6.4 KM 0744548.7 |
 BK2796|---------------------------------------------------------------------|
 BK2796
 BK2796                          SUPERSEDED SURVEY CONTROL
 BK2796
 BK2796  NAD 83(1986)-  30 14 14.05217(N)    092 20 00.85543(W) AD(       ) 2
 BK2796  NAD 27      -  30 14 13.31767(N)    092 20 00.38523(W) AD(       ) 2
 BK2796  NGVD 29 (07/19/86)    9.0    (m)           30.     (f) VERT ANG       
 BK2796
 BK2796.Superseded values are not recommended for survey control.
 BK2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2796.See file dsdata.txt to determine how the superseded data were derived.
 BK2796
 BK2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6412345261(NAD 83)
 BK2796_MARKER: DD = SURVEY DISK
 BK2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2796+STABILITY: SURFACE MOTION
 BK2796
 BK2796  HISTORY     - Date     Condition        Report By
 BK2796  HISTORY     - 1967     MONUMENTED       LADH
 BK2796
 BK2796                          STATION DESCRIPTION
 BK2796
 BK2796'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2796'THE STATION IS LOCATED 2.5 MILES NORTHEAST OF CROWLEY, 4 MILES WEST
 BK2796'OF RAYNE AND 13.5 MILES SOUTHWEST OF CHURCH POINT, IN THE SOUTHWEST
 BK2796'QUARTER OF SECTION 26, T9S, R1E.
 BK2796'
 BK2796'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2796'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 EAST FOR 3 MILES TO
 BK2796'THE STATION WHICH IS SET TO THE NORTH OF THE HIGHWAY NEAR THE
 BK2796'RIGHT-OF-WAY FENCE.
 BK2796'
 BK2796'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2796'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK2796'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BK2796'STAMPED 1A010.  IT IS 1.5 FEET NORTH OF A METAL WITNESS POST AND
 BK2796'SIGN, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 229 FEET SOUTHWEST OF
 BK2796'A CONCRETE RIGHT-OF-WAY MARKER, 38 FEET SOUTHEAST OF A CROSS
 BK2796'BRACE IN THE FENCE, 102 FEET NORTH OF THE CENTERLINE OF THE WEST
 BK2796'BOUND LANE OF INTERSTATE 10.
 BK2796'
 BK2796'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0004 ***********************************************************************
 BJ0004  DESIGNATION -  1 ABLDAPA
 BJ0004  PID         -  BJ0004
 BJ0004  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0004  USGS QUAD   -  INNIS (1994)
 BJ0004
 BJ0004                         *CURRENT SURVEY CONTROL
 BJ0004  ___________________________________________________________________
 BJ0004* NAD 83(1986)-  30 58 46.     (N)    091 40 32.     (W)     SCALED    
 BJ0004* NAVD 88     -        13.632  (meters)      44.72   (feet)  ADJUSTED  
 BJ0004  ___________________________________________________________________
 BJ0004  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0004  DYNAMIC HT  -          13.615 (meters)      44.67  (feet)  COMP
 BJ0004  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 BJ0004
 BJ0004  VERT ORDER  -  FIRST     CLASS I
 BJ0004
 BJ0004.The horizontal coordinates were scaled from a topographic map and have
 BJ0004.an estimated accuracy of +/- 6 seconds.
 BJ0004
 BJ0004.The orthometric height was determined by differential leveling
 BJ0004.and adjusted by the National Geodetic Survey in February 1994..
 BJ0004
 BJ0004.The geoid height was determined by GEOID03.
 BJ0004
 BJ0004.The dynamic height is computed by dividing the NAVD 88
 BJ0004.geopotential number by the normal gravity value computed on the
 BJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0004.degrees latitude (g = 980.6199 gals.).
 BJ0004
 BJ0004.The modeled gravity was interpolated from observed gravity values.
 BJ0004
 BJ0004;                    North         East    Units  Estimated Accuracy
 BJ0004;SPC LA S     -   274,890.      967,310.      MT  (+/- 180 meters Scaled)
 BJ0004
 BJ0004                          SUPERSEDED SURVEY CONTROL
 BJ0004
 BJ0004  NAVD 88 (06/15/91)   13.659  (m)           44.81   (f) UNKNOWN     1 1
 BJ0004  NGVD 29 (??/??/??)   13.614  (m)           44.67   (f) ADJUSTED    1 1
 BJ0004
 BJ0004.Superseded values are not recommended for survey control.
 BJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0004.See file dsdata.txt to determine how the superseded data were derived.
 BJ0004
 BJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ264280(NAD 83)
 BJ0004_MARKER: Z = SEE DESCRIPTION
 BJ0004_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0004_SP_SET: 96 FT IRON PIPE
 BJ0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0004
 BJ0004  HISTORY     - Date     Condition        Report By
 BJ0004  HISTORY     - 1975     MONUMENTED       USE
 BJ0004  HISTORY     - 1976     GOOD             NGS
 BJ0004
 BJ0004                          STATION DESCRIPTION
 BJ0004
 BJ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0004'1.2 MI SOUTH FROM TORRAS.
 BJ0004'1.2 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF STATE
 BJ0004'HIGHWAY 15 AT TORRAS, 94.6 FT NORTHEAST OF THE EAST END OF A 12 INCH
 BJ0004'CONCRETE PIPE CULVERT, 57 FT EAST OF THE CENTER LINE OF THE HIGHWAY
 BJ0004'12.5 FT EAST OF A FENCE, A 1 INCH IRON PIPE DRIVEN TO A DEPTH OF 96 FT
 BJ0004'INCH SCREW CAP FOR ACCESS, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2795 ***********************************************************************
 BK2795  DESIGNATION -  1 B 001 LDH 1967
 BK2795  PID         -  BK2795
 BK2795  STATE/COUNTY-  LA/ACADIA
 BK2795  USGS QUAD   -  CROWLEY EAST (1983)
 BK2795
 BK2795                         *CURRENT SURVEY CONTROL
 BK2795  ___________________________________________________________________
 BK2795* NAD 83(1992)-  30 14 24.22940(N)    092 19 13.60129(W)     ADJUSTED  
 BK2795* NAVD 88     -         9.5  **(meters)      31.   **(feet)  VERTCON   
 BK2795  **This station is located in a subsidence area (see below).
 BK2795  ___________________________________________________________________
 BK2795  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK2795  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2795
 BK2795  HORZ ORDER  -  SECOND
 BK2795
 BK2795.The horizontal coordinates were established by classical geodetic methods
 BK2795.and adjusted by the National Geodetic Survey in January 1993..
 BK2795
 BK2795 ** The orthometric height has not been validated since last determined
 BK2795 ** by differential leveling and should not be used for control purposes.
 BK2795 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2795 ** area with valid NAVD 88 orthometric heights.
 BK2795 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2795 ** epoch indicated which incorporates improved geoid heights for the
 BK2795 ** Southern Louisiana Subsidence area.
 BK2795 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2795
 BK2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2795
 BK2795.The geoid height was determined by GEOID03.
 BK2795
 BK2795;                    North         East     Units Scale Factor Converg.
 BK2795;SPC LA S     -   193,285.858   904,994.764   MT  0.99993442   -0 29 36.8
 BK2795;SPC LA S     -   634,138.69  2,969,136.99   sFT  0.99993442   -0 29 36.8
 BK2795;UTM  15      - 3,345,582.126   565,383.962   MT  0.99965274   +0 20 32.1
 BK2795
 BK2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2795!SPC LA S     -   1.00000280  x   0.99993442  =   0.99993722
 BK2795!UTM  15      -   1.00000280  x   0.99965274  =   0.99965554
 BK2795
 BK2795:                Primary Azimuth Mark                     Grid Az
 BK2795:SPC LA S     -  1 A 010 LDH 1967                         256 32 35.5
 BK2795:UTM  15      -  1 A 010 LDH 1967                         255 42 26.6
 BK2795
 BK2795|---------------------------------------------------------------------|
 BK2795| PID    Reference Object                     Distance      Geod. Az  |
 BK2795|                                                           dddmmss.s |
 BK2795| BK2796 1 A 010 LDH 1967                    APPROX. 1.3 KM 2560258.7 |
 BK2795|---------------------------------------------------------------------|
 BK2795
 BK2795                          SUPERSEDED SURVEY CONTROL
 BK2795
 BK2795  NAD 83(1986)-  30 14 24.24774(N)    092 19 13.59582(W) AD(       ) 2
 BK2795  NAD 27      -  30 14 23.51406(N)    092 19 13.12731(W) AD(       ) 2
 BK2795  NGVD 29 (07/19/86)    9.5    (m)           31.     (f) VERT ANG       
 BK2795
 BK2795.Superseded values are not recommended for survey control.
 BK2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2795.See file dsdata.txt to determine how the superseded data were derived.
 BK2795
 BK2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6538445582(NAD 83)
 BK2795_MARKER: DD = SURVEY DISK
 BK2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2795+STABILITY: SURFACE MOTION
 BK2795
 BK2795  HISTORY     - Date     Condition        Report By
 BK2795  HISTORY     - 1967     MONUMENTED       LADH
 BK2795
 BK2795                          STATION DESCRIPTION
 BK2795
 BK2795'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2795'THE STATION IS LOCATED 3.5 MILES NORTHEAST OF CROWLEY, 3.5 MILES
 BK2795'WEST OF RAYNE, AND 13 MILES SOUTHEAST OF CHURCH POINT, IN THE
 BK2795'SOUTHWEST QUARTER OF SECTION 25, T9S, R1E.
 BK2795'
 BK2795'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2795'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 EAST FOR 4 MILES
 BK2795'TO THE STATION, WHICH IS SET TO THE SOUTH OF THE HIGHWAY NEAR A
 BK2795'GRAVEL ROAD AND A FRAME HOUSE WITH A RED TIN ROOF.
 BK2795'
 BK2795'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2795'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2795'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BK2795'STAMPED 1B001.  IT IS 1.3 FEET SOUTH OF A METAL WITNESS POST AND
 BK2795'SIGN, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 24 FEET NORTHEAST OF
 BK2795'THE EAST END OF A BARRICADE AT THE END OF A GRAVEL ROAD, 22 FEET
 BK2795'NORTH OF A POWER POLE, 104 FEET SOUTH OF THE CENTERLINE OF THE EAST
 BK2795'BOUND LANE OF INTERSTATE 10.
 BK2795'
 BK2795'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2793 ***********************************************************************
 BK2793  DESIGNATION -  1 B 002 LDH 1967
 BK2793  PID         -  BK2793
 BK2793  STATE/COUNTY-  LA/ACADIA
 BK2793  USGS QUAD   -  CROWLEY EAST (1983)
 BK2793
 BK2793                         *CURRENT SURVEY CONTROL
 BK2793  ___________________________________________________________________
 BK2793* NAD 83(1992)-  30 14 52.64404(N)    092 17 46.62926(W)     ADJUSTED  
 BK2793* NAVD 88     -        15.8  **(meters)      52.   **(feet)  VERTCON   
 BK2793  **This station is located in a subsidence area (see below).
 BK2793  ___________________________________________________________________
 BK2793  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2793  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2793
 BK2793  HORZ ORDER  -  SECOND
 BK2793
 BK2793.The horizontal coordinates were established by classical geodetic methods
 BK2793.and adjusted by the National Geodetic Survey in January 1993..
 BK2793
 BK2793 ** The orthometric height has not been validated since last determined
 BK2793 ** by differential leveling and should not be used for control purposes.
 BK2793 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2793 ** area with valid NAVD 88 orthometric heights.
 BK2793 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2793 ** epoch indicated which incorporates improved geoid heights for the
 BK2793 ** Southern Louisiana Subsidence area.
 BK2793 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2793
 BK2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2793
 BK2793.The geoid height was determined by GEOID03.
 BK2793
 BK2793;                    North         East     Units Scale Factor Converg.
 BK2793;SPC LA S     -   194,140.971   907,327.251   MT  0.99993501   -0 28 53.4
 BK2793;SPC LA S     -   636,944.17  2,976,789.49   sFT  0.99993501   -0 28 53.4
 BK2793;UTM  15      - 3,346,470.927   567,703.076   MT  0.99965655   +0 21 16.2
 BK2793
 BK2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2793!SPC LA S     -   1.00000181  x   0.99993501  =   0.99993682
 BK2793!UTM  15      -   1.00000181  x   0.99965655  =   0.99965836
 BK2793
 BK2793:                Primary Azimuth Mark                     Grid Az
 BK2793:SPC LA S     -  1 B 003                                  079 42 19.6
 BK2793:UTM  15      -  1 B 003                                  078 52 10.0
 BK2793
 BK2793|---------------------------------------------------------------------|
 BK2793| PID    Reference Object                     Distance      Geod. Az  |
 BK2793|                                                           dddmmss.s |
 BK2793| BK2832 1 B 003                             APPROX. 2.6 KM 0791326.2 |
 BK2793|---------------------------------------------------------------------|
 BK2793
 BK2793                          SUPERSEDED SURVEY CONTROL
 BK2793
 BK2793  NAD 83(1986)-  30 14 52.66175(N)    092 17 46.62387(W) AD(       ) 2
 BK2793  NAD 27      -  30 14 51.93000(N)    092 17 46.15853(W) AD(       ) 2
 BK2793  NGVD 29 (07/19/86)   15.8    (m)           52.     (f) VERT ANG       
 BK2793
 BK2793.Superseded values are not recommended for survey control.
 BK2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2793.See file dsdata.txt to determine how the superseded data were derived.
 BK2793
 BK2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6770346471(NAD 83)
 BK2793_MARKER: DD = SURVEY DISK
 BK2793_SETTING: 0 = UNSPECIFIED SETTING
 BK2793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2793
 BK2793  HISTORY     - Date     Condition        Report By
 BK2793  HISTORY     - 1967     MONUMENTED       LADH
 BK2793  HISTORY     - 19910905 GOOD             USPSQD
 BK2793  HISTORY     - 19971017 GOOD             USPSQD
 BK2793
 BK2793                          STATION DESCRIPTION
 BK2793
 BK2793'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2793'THE STATION IS LOCATED 5.5 MILES NORTHEAST OF CROWLEY, 2 MILES
 BK2793'NORTHWEST OF RAYNE, AND 12 MILES SOUTH-SOUTHEAST OF CHURCH POINT, IN
 BK2793'THE SOUTHWEST QUARTER OF SECTION 20, T9S, R2E.
 BK2793'
 BK2793'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2793'INTERSTATE 10 IN CROWLEY, FOLLOW INTERSTATE 10 EAST FOR 5.6 MILES
 BK2793'TO THE STATION, WHICH IS SET IN THE SOUTHEAST CORNER OF A PARISH
 BK2793'ROAD OVERPASS ON INTERSTATE 10.
 BK2793'
 BK2793'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2793'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE ABUTMENT OF AN
 BK2793'OVERPASS, FLUSH WITH THE SLAB.  IT IS STAMPED 1B002.  IT IS 2.3
 BK2793'FEET WEST OF THE EAST CURB, 10 FEET EAST OF THE CENTERLINE OF THE
 BK2793'ROADWAY, 7 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BK2793'
 BK2793'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2793
 BK2793                          STATION RECOVERY (1991)
 BK2793
 BK2793'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2793'RECOVERED IN GOOD CONDITION.
 BK2793
 BK2793                          STATION RECOVERY (1997)
 BK2793
 BK2793'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2832 ***********************************************************************
 BK2832  DESIGNATION -  1 B 003
 BK2832  PID         -  BK2832
 BK2832  STATE/COUNTY-  LA/ACADIA
 BK2832  USGS QUAD   -  BRANCH (1987)
 BK2832
 BK2832                         *CURRENT SURVEY CONTROL
 BK2832  ___________________________________________________________________
 BK2832* NAD 83(1992)-  30 15 08.67622(N)    092 16 09.54164(W)     ADJUSTED  
 BK2832* NAVD 88     -        15.   **(meters)      49.   **(feet)  SCALED    
 BK2832  **This station is located in a subsidence area (see below).
 BK2832  ___________________________________________________________________
 BK2832  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BK2832  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2832  DYNAMIC HT  -          15.1   (meters)      50.    (feet)  COMP
 BK2832  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BK2832
 BK2832  HORZ ORDER  -  SECOND
 BK2832
 BK2832.The horizontal coordinates were established by classical geodetic methods
 BK2832.and adjusted by the National Geodetic Survey in January 1993..
 BK2832
 BK2832 ** The orthometric height has not been validated since last determined
 BK2832 ** by differential leveling and should not be used for control purposes.
 BK2832 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2832 ** area with valid NAVD 88 orthometric heights.
 BK2832 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2832 ** epoch indicated which incorporates improved geoid heights for the
 BK2832 ** Southern Louisiana Subsidence area.
 BK2832 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2832.The orthometric height was scaled from a topographic map.
 BK2832
 BK2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2832
 BK2832.The geoid height was determined by GEOID03.
 BK2832
 BK2832.The dynamic height is computed by dividing the NAVD 88
 BK2832.geopotential number by the normal gravity value computed on the
 BK2832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2832.degrees latitude (g = 980.6199 gals.).
 BK2832
 BK2832.The modeled gravity was interpolated from observed gravity values.
 BK2832
 BK2832;                    North         East     Units Scale Factor Converg.
 BK2832;SPC LA S     -   194,613.105   909,926.650   MT  0.99993534   -0 28 04.8
 BK2832;SPC LA S     -   638,493.16  2,985,317.68   sFT  0.99993534   -0 28 04.8
 BK2832;UTM  15      - 3,346,980.799   570,294.592   MT  0.99966096   +0 22 05.3
 BK2832
 BK2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2832!SPC LA S     -   1.00000193  x   0.99993534  =   0.99993727
 BK2832!UTM  15      -   1.00000193  x   0.99966096  =   0.99966289
 BK2832
 BK2832:                Primary Azimuth Mark                     Grid Az
 BK2832:SPC LA S     -  1 B 004                                  088 38 12.6
 BK2832:UTM  15      -  1 B 004                                  087 48 02.5
 BK2832
 BK2832|---------------------------------------------------------------------|
 BK2832| PID    Reference Object                     Distance      Geod. Az  |
 BK2832|                                                           dddmmss.s |
 BK2832| BK2829 1 B 004                             APPROX. 1.4 KM 0881007.8 |
 BK2832|---------------------------------------------------------------------|
 BK2832
 BK2832                          SUPERSEDED SURVEY CONTROL
 BK2832
 BK2832  NAD 83(1986)-  30 15 08.69344(N)    092 16 09.53638(W) AD(       ) 2
 BK2832  NAD 27      -  30 15 07.96344(N)    092 16 09.07434(W) AD(       ) 2
 BK2832  NGVD 29 (07/19/86)   15.1    (m)           50.     (f) VERT ANG       
 BK2832
 BK2832.Superseded values are not recommended for survey control.
 BK2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2832.See file dsdata.txt to determine how the superseded data were derived.
 BK2832
 BK2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7029546981(NAD 83)
 BK2832_MARKER: DD = SURVEY DISK
 BK2832_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK2832_SP_SET: CURB
 BK2832_STAMPING: 1B003
 BK2832_MARK LOGO: LADH  
 BK2832_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2832+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 BK2832
 BK2832  HISTORY     - Date     Condition        Report By
 BK2832  HISTORY     - 1967     MONUMENTED       LADH
 BK2832  HISTORY     - 19910905 GOOD             USPSQD
 BK2832  HISTORY     - 19961007 GOOD             LADTD
 BK2832  HISTORY     - 20030611 GOOD             USPSQD
 BK2832  HISTORY     - 20040920 GOOD             USPSQD
 BK2832
 BK2832                          STATION DESCRIPTION
 BK2832
 BK2832'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2832'THE STATION IS LOCATED IN THE NORTHERN SECTION OF RAYNE, 7 MILES
 BK2832'NORTHEAST OF CROWLEY AND 11 MILES SOUTH-SOUTHWEST OF CHURCH POINT,
 BK2832'IN THE SOUTHEAST QUARTER OF SECTION 20, T9S, R2E.
 BK2832'
 BK2832'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE ON
 BK2832'INTERSTATE 10 IN CROWLEY, GO EAST ON INTERSTATE 10 FOR 7 MILES TO
 BK2832'THE STATE HIGHWAY 35 INTERCHANGE AND THE STATION, WHICH IS SET IN
 BK2832'THE SOUTHEAST CORNER OF THE OVERPASS.
 BK2832'
 BK2832'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2832'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE CURB OF THE
 BK2832'INTERSTATE 10 OVERPASS OVER STATE HIGHWAY 35, FLUSH WITH THE CURB.
 BK2832'IT IS STAMPED 1B003.  IT IS 16 FEET SOUTH OF THE CENTERLINE
 BK2832'OF THE OVERPASS, AND 2 FEET NORTHWEST OF A METAL WITNESS POST AND
 BK2832'SIGN.  THE OVERPASS IS LOCATED IN THE NORTHERN PART OF RAYNE.
 BK2832'
 BK2832'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2832
 BK2832                          STATION RECOVERY (1991)
 BK2832
 BK2832'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2832'RECOVERED IN GOOD CONDITION.
 BK2832
 BK2832                          STATION RECOVERY (1996)
 BK2832
 BK2832'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BK2832'THE STATION IS LOCATED 17.0 MI (27.4 KM) WEST OF LAFAYETTE, 11.5 MI
 BK2832'(18.5 KM) SOUTH-SOUTHWEST OF CHURCH POINT AND 1.0 MI (1.6 KM) NORTH OF
 BK2832'RAYNE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BK2832'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90
 BK2832'AND STATE HIGHWAY 35 IN RAYNE, GO NORTH FOR 1.2 MI (1.9 KM) TO THE
 BK2832'STATION IN THE SOUTHEAST CORNER OF THE WEST BOUND LANES OF INTERSTATE
 BK2832'HIGHWAY 10 OVERPASS OVER HIGHWAY 35, SET IN THE CURB OF THE OVERPASS.
 BK2832'THE STATION IS 27.5 FT (8.4 M) NORTH FROM A METAL LIGHT POLE WITH 2
 BK2832'LIGHTS ATTACHED, 16.0 FT (4.9 M) SOUTH FROM THE CENTER OF THE WEST
 BK2832'BOUND LANES OF THE INTERSTATE, 2.0 FT (0.6 M) SOUTH FROM A METAL
 BK2832'BRIDGE RAILING, FLUSH WITH THE CURB AND ABOUT 1.0 ABOVE THE
 BK2832'INTERSTATE.
 BK2832
 BK2832                          STATION RECOVERY (2003)
 BK2832
 BK2832'RECOVERY NOTE BY US POWER SQUADRON 2003 (KMV)
 BK2832' 
 BK2832' 
 BK2832
 BK2832                          STATION RECOVERY (2004)
 BK2832
 BK2832'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2832' 
 BK2832' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2829 ***********************************************************************
 BK2829  CBN         -  This is a Cooperative Base Network Control Station.
 BK2829  DESIGNATION -  1 B 004
 BK2829  PID         -  BK2829
 BK2829  STATE/COUNTY-  LA/ACADIA
 BK2829  USGS QUAD   -  BRANCH (1987)
 BK2829
 BK2829                         *CURRENT SURVEY CONTROL
 BK2829  ___________________________________________________________________
 BK2829* NAD 83(1992)-  30 15 10.08906(N)    092 15 18.53948(W)     ADJUSTED  
 BK2829* NAVD 88     -         8.   **(meters)      26.   **(feet)  SCALED    
 BK2829  **This station is located in a subsidence area (see below).
 BK2829  ___________________________________________________________________
 BK2829  X           -    -216,980.718 (meters)                     COMP
 BK2829  Y           -  -5,509,903.829 (meters)                     COMP
 BK2829  Z           -   3,194,602.921 (meters)                     COMP
 BK2829  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK2829  ELLIP HEIGHT-         -19.04  (meters)          (02/12/02) GPS OBS
 BK2829  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2829  DYNAMIC HT  -           8.5   (meters)      28.    (feet)  COMP
 BK2829  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BK2829
 BK2829  HORZ ORDER  -  B
 BK2829  VERT ORDER  -  THIRD (See Below)
 BK2829  ELLP ORDER  -  FOURTH    CLASS II
 BK2829
 BK2829.The horizontal coordinates were established by GPS observations
 BK2829.and adjusted by the National Geodetic Survey in September 1992..
 BK2829
 BK2829 ** The orthometric height has not been validated since last determined
 BK2829 ** by differential leveling and should not be used for control purposes.
 BK2829 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2829 ** area with valid NAVD 88 orthometric heights.
 BK2829 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2829 ** epoch indicated which incorporates improved geoid heights for the
 BK2829 ** Southern Louisiana Subsidence area.
 BK2829 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2829.The orthometric height was scaled from a topographic map.
 BK2829.The vertical order pertains to the first NAVD 88 superseded value.
 BK2829
 BK2829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2829
 BK2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2829
 BK2829.The ellipsoidal height was determined by GPS observations
 BK2829.and is referenced to NAD 83.
 BK2829
 BK2829.The geoid height was determined by GEOID03.
 BK2829
 BK2829.The dynamic height is computed by dividing the NAVD 88
 BK2829.geopotential number by the normal gravity value computed on the
 BK2829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2829.degrees latitude (g = 980.6199 gals.).
 BK2829
 BK2829.The modeled gravity was interpolated from observed gravity values.
 BK2829
 BK2829;                    North         East     Units Scale Factor Converg.
 BK2829;SPC LA S     -   194,645.555   911,290.342   MT  0.99993537   -0 27 39.3
 BK2829;SPC LA S     -   638,599.63  2,989,791.73   sFT  0.99993537   -0 27 39.3
 BK2829;UTM  15      - 3,347,033.132   571,657.292   MT  0.99966335   +0 22 31.0
 BK2829
 BK2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2829!SPC LA S     -   1.00000299  x   0.99993537  =   0.99993836
 BK2829!UTM  15      -   1.00000299  x   0.99966335  =   0.99966634
 BK2829
 BK2829:                Primary Azimuth Mark                     Grid Az
 BK2829:SPC LA S     -  1 B 005                                  094 13 13.0
 BK2829:UTM  15      -  1 B 005                                  093 23 02.7
 BK2829
 BK2829|---------------------------------------------------------------------|
 BK2829| PID    Reference Object                     Distance      Geod. Az  |
 BK2829|                                                           dddmmss.s |
 BK2829| BK2724 1 B 005                             APPROX. 1.0 KM 0934533.7 |
 BK2829|---------------------------------------------------------------------|
 BK2829
 BK2829                          SUPERSEDED SURVEY CONTROL
 BK2829
 BK2829  ELLIP H (09/10/92)  -18.95   (m)                       GP(       ) 4 1
 BK2829  NAD 83(1986)-  30 15 10.10616(N)    092 15 18.53457(W) AD(       ) 2
 BK2829  NAD 27      -  30 15 09.37687(N)    092 15 18.07430(W) AD(       ) 2
 BK2829  NAVD 88 (01/07/00)    8.47   (m)           27.8    (f) LEVELING    3  
 BK2829  NGVD 29 (07/19/86)    8.7    (m)           29.     (f) VERT ANG       
 BK2829
 BK2829.Superseded values are not recommended for survey control.
 BK2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2829.See file dsdata.txt to determine how the superseded data were derived.
 BK2829
 BK2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7165747033(NAD 83)
 BK2829_MARKER: DD = SURVEY DISK
 BK2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2829_SP_SET: CONCRETE POST
 BK2829_STAMPING: 1 B 004
 BK2829_MARK LOGO: CGS   
 BK2829_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2829+STABILITY: SURFACE MOTION
 BK2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2829+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 BK2829
 BK2829  HISTORY     - Date     Condition        Report By
 BK2829  HISTORY     - 1967     MONUMENTED       LADH
 BK2829  HISTORY     - 1967     GOOD             LADH
 BK2829  HISTORY     - 19910905 GOOD             USPSQD
 BK2829  HISTORY     - 19910912 GOOD             LADTD
 BK2829  HISTORY     - 19920227 GOOD
 BK2829  HISTORY     - 19961007 GOOD             LADTD
 BK2829  HISTORY     - 19971017 GOOD             USPSQD
 BK2829  HISTORY     - 19990421 GOOD             NGS
 BK2829  HISTORY     - 20020315 GOOD             CHANCE
 BK2829  HISTORY     - 20030619 GOOD             USPSQD
 BK2829  HISTORY     - 20040920 GOOD             USPSQD
 BK2829
 BK2829                          STATION DESCRIPTION
 BK2829
 BK2829'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2829'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF RAYNE, 11 MILES
 BK2829'SOUTH-SOUTHWEST OF CHURCH POINT, AND 16 MILES WEST OF LAFAYETTE, IN
 BK2829'THE NORTHWEST QUARTER OF SECTION 22, T9S, R2E.
 BK2829'
 BK2829'TO REACH THE STATION FROM THE STATE HIGHWAY 35 INTERCHANGE ON
 BK2829'INTERSTATE 10 IN RAYNE, FOLLOW THE INTERSTATE 10 EAST FOR 0.9 MILE
 BK2829'TO THE STATION WHICH IS SET TO THE NORTH OF THE HIGHWAY NEAR THE
 BK2829'RIGHT-OF-WAY FENCE.
 BK2829'
 BK2829'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2829'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2829'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BK2829'STAMPED 1B004.  IT IS 17 FEET SOUTH OF A HEADWALL ON A RICE CANAL
 BK2829'IN A FIELD, 19 FEET SOUTHWEST OF A POST IN A GAP OF A FENCE LEADING
 BK2829'NORTH, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 103 FEET NORTH OF THE
 BK2829'CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE 10, AND 1.2 FEET
 BK2829'NORTH OF A METAL WITNESS POST AND SIGN.
 BK2829'
 BK2829'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2829
 BK2829                          STATION RECOVERY (1967)
 BK2829
 BK2829'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BK2829'RECOVERED IN GOOD CONDITION.
 BK2829
 BK2829                          STATION RECOVERY (1991)
 BK2829
 BK2829'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2829'RECOVERED IN GOOD CONDITION.
 BK2829
 BK2829                          STATION RECOVERY (1991)
 BK2829
 BK2829'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BK2829'THE STATION IS LOCATED 16.0 MI (25.7 KM) WEST OF LAFAYETTE, 11.0 MI
 BK2829'(17.7 KM) SOUTH-SOUTHWEST OF CHURCH POINT AND 1.5 MI (2.4 KM)
 BK2829'NORTHEAST OF RAYNE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BK2829'AND DEVELOPMENT.
 BK2829'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 BK2829'INTERSTATE HIGHWAY 10 IN RAYNE, GO EAST ON INTERSTATE 10 FOR 0.9 MI
 BK2829'(1.4 KM) TO THE STATION ON THE LEFT, SET NEAR THE RIGHT-OF-WAY FENCE
 BK2829'ON THE NORTH SIDE OF THE INTERSTATE.
 BK2829'THE STATION IS 103.0 FT (31.4 M) NORTH FROM THE CENTER OF THE WEST
 BK2829'BOUND LANES OF THE HIGHWAY, 17.0 FT (5.2 M) SOUTH FROM A HEADWALL ON
 BK2829'A RICE CANAL IN A FIELD, 11.0 FT (3.4 M) EAST-SOUTHEAST FROM THE
 BK2829'SOUTH GATE POST OF A NORTH-SOUTH FENCE, 2.0 FT (0.6 M) SOUTH FROM THE
 BK2829'RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) WEST FROM A METAL WITNESS POST
 BK2829'WITH A SIGN ATTACHED, 1.0 FT (0.3 M) EAST FROM A FIBERGLASS WITNESS
 BK2829'POST, PROJECTING 3 INCHES ABOVE THE GROUND AND ABOUT LEVEL WITH THE
 BK2829'HIGHWAY.
 BK2829
 BK2829                          STATION RECOVERY (1992)
 BK2829
 BK2829'RECOVERED 1992
 BK2829'RECOVERED IN GOOD CONDITION.
 BK2829
 BK2829                          STATION RECOVERY (1996)
 BK2829
 BK2829'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BK2829'RECOVERED AS DESCRIBED.
 BK2829
 BK2829                          STATION RECOVERY (1997)
 BK2829
 BK2829'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2829'RECOVERED IN GOOD CONDITION.
 BK2829
 BK2829                          STATION RECOVERY (1999)
 BK2829
 BK2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BK2829'THE STATION IS LOCATED ABOUT 26 KM (16.15 MI) WEST OF LAFAYETTE, 16 KM
 BK2829'(9.95 MI) EAST-NORTHEAST OF CROWLEY, 2 KM (1.25 MI) NORTHEAST OF
 BK2829'RAYNE, 1.3 KM (0.80 MI) EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 10
 BK2829'AND STATE HIGHWAY 35 (EXIT 87) , IN GRASS ALONG THE WEST BOUND LANES
 BK2829'OF HIGHWAY 10, 100 M (328.1 FT) EAST-SOUTHEAST OF A HOUSE, ADJACENT TO
 BK2829'A FENCE AND IN THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--LOUISIANA
 BK2829'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE UNDERPASS AT THE
 BK2829'JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 95 (EXIT 92) ABOUT
 BK2829'17 KM (10.55 MI) WEST OF LAFYETTE, GO WEST ON HIGHWAY 10 FOR 5.95 KM
 BK2829'(3.70 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP
 BK2829'OF A 27 CM ROUND CONCRETE POST PROJECTING 10 CM ABOVE THE GROUND.  IT
 BK2829'IS 31.5 M (103.3 FT) NORTH OF AND ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 BK2829'WEST BOUND LANES OF THE HIGHWAY, 5.2 M (17.1 FT) SOUTH OF THE CENTER
 BK2829'OF THE CONCRETE HEADWALL OF A CULVERT FOR A CANAL, 3.2 M (10.5 FT)
 BK2829'EAST-SOUTHEAST OF THE SOUTH GATE POST OF A NORTH-SOUTH FENCE, 2.6 M
 BK2829'(8.5 FT) WEST-SOUTHWEST OF THE EAST WOODEN BRACE POST IN THE EAST-WEST
 BK2829'FENCE, 0.4 M (1.3 FT) SOUTHEAST OF THE WEST BRACE POST, 0.5 M (1.6 FT)
 BK2829'SOUTH OF THE FENCE, 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST,
 BK2829'AND 0.3 M (1.0 FT) WEST OF A STEEL WITNESS POST.
 BK2829
 BK2829                          STATION RECOVERY (2002)
 BK2829
 BK2829'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 BK2829'RECOVERED IN GOOD CONDITION, HOWEVER, GPS OBSERVATIONS AT THIS SITE
 BK2829'ARE NOW OBSTRUCTED TO THE NORTH-NORTHWESTERN SKY DUE TO A LARGE
 BK2829'BILLBOARD CONSTRUCTED ADJACENT TO THE STATION.
 BK2829
 BK2829                          STATION RECOVERY (2003)
 BK2829
 BK2829'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2829'RECOVERED IN GOOD CONDITION.
 BK2829
 BK2829                          STATION RECOVERY (2004)
 BK2829
 BK2829'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2829' 
 BK2829' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2724 ***********************************************************************
 BK2724  DESIGNATION -  1 B 005
 BK2724  PID         -  BK2724
 BK2724  STATE/COUNTY-  LA/ACADIA
 BK2724  USGS QUAD   -  MIRE (1983)
 BK2724
 BK2724                         *CURRENT SURVEY CONTROL
 BK2724  ___________________________________________________________________
 BK2724* NAD 83(1992)-  30 15 07.87747(N)    092 14 39.79792(W)     ADJUSTED  
 BK2724* NAVD 88     -        16.   **(meters)      52.   **(feet)  SCALED    
 BK2724  **This station is located in a subsidence area (see below).
 BK2724  ___________________________________________________________________
 BK2724  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK2724  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2724  DYNAMIC HT  -          15.9   (meters)      52.    (feet)  COMP
 BK2724  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 BK2724
 BK2724  HORZ ORDER  -  SECOND
 BK2724
 BK2724.The horizontal coordinates were established by classical geodetic methods
 BK2724.and adjusted by the National Geodetic Survey in January 1993..
 BK2724
 BK2724 ** The orthometric height has not been validated since last determined
 BK2724 ** by differential leveling and should not be used for control purposes.
 BK2724 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2724 ** area with valid NAVD 88 orthometric heights.
 BK2724 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2724 ** epoch indicated which incorporates improved geoid heights for the
 BK2724 ** Southern Louisiana Subsidence area.
 BK2724 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2724.The orthometric height was scaled from a topographic map.
 BK2724
 BK2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2724
 BK2724.The geoid height was determined by GEOID03.
 BK2724
 BK2724.The dynamic height is computed by dividing the NAVD 88
 BK2724.geopotential number by the normal gravity value computed on the
 BK2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2724.degrees latitude (g = 980.6199 gals.).
 BK2724
 BK2724.The modeled gravity was interpolated from observed gravity values.
 BK2724
 BK2724;                    North         East     Units Scale Factor Converg.
 BK2724;SPC LA S     -   194,569.176   912,325.400   MT  0.99993533   -0 27 19.9
 BK2724;SPC LA S     -   638,349.04  2,993,187.58   sFT  0.99993533   -0 27 19.9
 BK2724;UTM  15      - 3,346,971.884   572,693.074   MT  0.99966519   +0 22 50.5
 BK2724
 BK2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2724!SPC LA S     -   1.00000181  x   0.99993533  =   0.99993713
 BK2724!UTM  15      -   1.00000181  x   0.99966519  =   0.99966699
 BK2724
 BK2724:                Primary Azimuth Mark                     Grid Az
 BK2724:SPC LA S     -  1 B 004                                  274 13 13.1
 BK2724:UTM  15      -  1 B 004                                  273 23 02.7
 BK2724
 BK2724|---------------------------------------------------------------------|
 BK2724| PID    Reference Object                     Distance      Geod. Az  |
 BK2724|                                                           dddmmss.s |
 BK2724| BK2829 1 B 004                             APPROX. 1.0 KM 2734553.2 |
 BK2724|---------------------------------------------------------------------|
 BK2724
 BK2724                          SUPERSEDED SURVEY CONTROL
 BK2724
 BK2724  NAD 83(1986)-  30 15 07.89468(N)    092 14 39.79283(W) AD(       ) 2
 BK2724  NAD 27      -  30 15 07.16582(N)    092 14 39.33393(W) AD(       ) 2
 BK2724  NGVD 29 (07/19/86)   16.1    (m)           53.     (f) VERT ANG       
 BK2724
 BK2724.Superseded values are not recommended for survey control.
 BK2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2724.See file dsdata.txt to determine how the superseded data were derived.
 BK2724
 BK2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7269346972(NAD 83)
 BK2724_MARKER: DD = SURVEY DISK
 BK2724_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK2724_SP_SET: BRIDGE PAVEMENT
 BK2724_STAMPING: 1B005
 BK2724_MARK LOGO: LADH  
 BK2724_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2724+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 BK2724
 BK2724  HISTORY     - Date     Condition        Report By
 BK2724  HISTORY     - 1967     MONUMENTED       LADH
 BK2724  HISTORY     - 1969     GOOD             LADH
 BK2724  HISTORY     - 19910905 GOOD             USPSQD
 BK2724  HISTORY     - 19961007 GOOD             LADTD
 BK2724  HISTORY     - 20030619 GOOD             USPSQD
 BK2724  HISTORY     - 20040920 GOOD             USPSQD
 BK2724
 BK2724                          STATION DESCRIPTION
 BK2724
 BK2724'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2724'THE STATION IS LOCATED 2 MILES NORTHEAST OF RAYNE, 10.5 MILES
 BK2724'SOUTH-SOUTHWEST OF CHURCH POINT, AND 15 MILES WEST OF LAFAYETTE, IN
 BK2724'THE NORTHEAST QUARTER OF SECTION 22, T9S, R2E.
 BK2724'
 BK2724'TO REACH THE STATION FROM THE STATE HIGHWAY 35 INTERCHANGE ON
 BK2724'INTERSTATE 10 IN RAYNE, FOLLOW INTERSTATE 10 EAST FOR 1.6 MILES TO
 BK2724'THE STATION, WHICH IS SET IN THE NORTHWEST CORNER OF THE STATE
 BK2724'HIGHWAY 98 OVERPASS ON INTERSTATE 10.
 BK2724'
 BK2724'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2724'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE ABUTMENT OF THE
 BK2724'OVERPASS, FLUSH WITH THE SLAB.  IT IS STAMPED 1B005.  IT IS 2.2
 BK2724'FEET EAST OF THE WEST CURB, 10 FEET WEST OF THE CENTERLINE OF THE
 BK2724'OVERPASS, AND 7 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BK2724'
 BK2724'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2724
 BK2724                          STATION RECOVERY (1969)
 BK2724
 BK2724'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (LGB)
 BK2724'THE STATION MARK IS A BRONZE STATION MARK DISK OF THE COAST AND
 BK2724'GEODETIC SURVEY AND THE LOUISIANA DEPARTMENT OF HIGHWAYS, CEMENTED
 BK2724'IN A DRILL HOLE IN THE SOUTHBOUND LANE OF THE OVERPASS OF STATE
 BK2724'HIGHWAY 98 WHERE IT CROSSES INTERSTATE HIGHWAY 10 ABOUT 1-1/2
 BK2724'MILES EAST OF RAYNE.  IT IS 10 FEET WEST OF THE CENTER OF THE
 BK2724'OVERPASS, 6.8 FEET SOUTHEAST OF A METAL WITNESS POST, 4 FEET EAST OF
 BK2724'THE WEST RAIL OF THE OVERPASS AND IS STAMPED 1B005.
 BK2724'
 BK2724'A GEODIMETER TRAVERSE WAS MADE TO TRIANGULATION STATION RAYNE,
 BK2724'DISTANCE BEING 1678.364 METERS SOUTHEAST.
 BK2724
 BK2724                          STATION RECOVERY (1991)
 BK2724
 BK2724'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2724'RECOVERED IN GOOD CONDITION.
 BK2724
 BK2724                          STATION RECOVERY (1996)
 BK2724
 BK2724'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BK2724'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) WEST OF LAFAYETTE, 10.5
 BK2724'MI (16.9 KM) SOUTH OF CHURCH POINT AND 2.0 MI (3.2 KM) NORTHEAST OF
 BK2724'RAYNE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BK2724'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90
 BK2724'AND STATE HIGHWAY 35 IN RAYNE, GO NORTH FOR 0.5 MI (0.8 KM) TO THE
 BK2724'JUNCTION WITH STATE HIGHWAY 98, TURN RIGHT AND GO EAST THEN NORTH FOR
 BK2724'2.1 MI (3.4 KM) ON HIGHWAY 98 TO THE HIGHWAY 98 OVERPASS OVER
 BK2724'INTERSTATE HIGHWAY 10 AND THE STATION SET IN THE NORTHWEST CORNER OF
 BK2724'THE OVERPASS ROADWAY.  THE STATION IS 9.5 FT (2.9 M) WEST FROM THE
 BK2724'CENTER OF THE HIGHWAY, 3.5 FT (1.1 M) EAST FROM THE NORTHWEST
 BK2724'HEADWALL, 2.0 FT (0.6 M) EAST FROM A METAL GUARD RAIL AND FLUSH WITH
 BK2724'THE BRIDGE PAVEMENT.
 BK2724
 BK2724                          STATION RECOVERY (2003)
 BK2724
 BK2724'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2724'RECOVERED IN GOOD CONDITION.
 BK2724
 BK2724                          STATION RECOVERY (2004)
 BK2724
 BK2724'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2724' 
 BK2724' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2775 ***********************************************************************
 BK2775  DESIGNATION -  1 B 006 LDH 1967
 BK2775  PID         -  BK2775
 BK2775  STATE/COUNTY-  LA/ACADIA
 BK2775  USGS QUAD   -  DUSON (1983)
 BK2775
 BK2775                         *CURRENT SURVEY CONTROL
 BK2775  ___________________________________________________________________
 BK2775* NAD 83(1992)-  30 14 57.18307(N)    092 13 39.09654(W)     ADJUSTED  
 BK2775* NAVD 88     -        10.6  **(meters)      35.   **(feet)  VERTCON   
 BK2775  **This station is located in a subsidence area (see below).
 BK2775  ___________________________________________________________________
 BK2775  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK2775  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2775
 BK2775  HORZ ORDER  -  SECOND
 BK2775
 BK2775.The horizontal coordinates were established by classical geodetic methods
 BK2775.and adjusted by the National Geodetic Survey in January 1993..
 BK2775
 BK2775 ** The orthometric height has not been validated since last determined
 BK2775 ** by differential leveling and should not be used for control purposes.
 BK2775 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2775 ** area with valid NAVD 88 orthometric heights.
 BK2775 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2775 ** epoch indicated which incorporates improved geoid heights for the
 BK2775 ** Southern Louisiana Subsidence area.
 BK2775 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2775
 BK2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2775
 BK2775.The geoid height was determined by GEOID03.
 BK2775
 BK2775;                    North         East     Units Scale Factor Converg.
 BK2775;SPC LA S     -   194,227.107   913,945.448   MT  0.99993510   -0 26 49.6
 BK2775;SPC LA S     -   637,226.77  2,998,502.69   sFT  0.99993510   -0 26 49.6
 BK2775;UTM  15      - 3,346,653.582   574,317.506   MT  0.99966814   +0 23 21.0
 BK2775
 BK2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2775!SPC LA S     -   1.00000263  x   0.99993510  =   0.99993773
 BK2775!UTM  15      -   1.00000263  x   0.99966814  =   0.99967077
 BK2775
 BK2775                          SUPERSEDED SURVEY CONTROL
 BK2775
 BK2775  NAD 83(1986)-  30 14 57.20045(N)    092 13 39.09135(W) AD(       ) 2
 BK2775  NAD 27      -  30 14 56.47199(N)    092 13 38.63414(W) AD(       ) 2
 BK2775  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG       
 BK2775
 BK2775.Superseded values are not recommended for survey control.
 BK2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2775.See file dsdata.txt to determine how the superseded data were derived.
 BK2775
 BK2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7431846654(NAD 83)
 BK2775_MARKER: DG = GRAVITY STATION DISK
 BK2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2775+STABILITY: SURFACE MOTION
 BK2775
 BK2775  HISTORY     - Date     Condition        Report By
 BK2775  HISTORY     - 1967     MONUMENTED       LADH
 BK2775
 BK2775                          STATION DESCRIPTION
 BK2775
 BK2775'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2775'THE STATION IS LOCATED 2.5 MILES NORTHEAST OF RAYNE, 11 MILES SOUTH
 BK2775'OF CHURCH POINT, AND 13 MILES WEST OF LAFAYETTE, IN THE SOUTHEAST
 BK2775'QUARTER OF SECTION 23, T9S, R2E.
 BK2775'
 BK2775'TO REACH THE STATION FROM THE STATE HIGHWAY 35 INTERCHANGE ON
 BK2775'INTERSTATE 10 IN RAYNE, FOLLOW INTERSTATE 10 EAST FOR 2.7 MILES TO
 BK2775'THE STATION, WHICH IS SET TO THE SOUTH OF THE HIGHWAY NEAR THE
 BK2775'RIGHT-OF-WAY FENCE AND THE END OF A GRAVEL ROAD.
 BK2775'
 BK2775'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2775'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2775'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BK2775'STAMPED 1B006.  IT IS 30 FEET NORTHWEST OF THE WEST END OF A
 BK2775'BARRICADE ON A DIRT ROAD, 19 FEET NORTHWEST OF A HEADWALL ON A
 BK2775'RICE CANAL IN A FIELD, 3 FEET NORTH OF A RIGHT-OF-WAY FENCE, 102 FEET
 BK2775'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF INTERSTATE 10, AND
 BK2775'1.4 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BK2775'
 BK2775'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2774 ***********************************************************************
 BK2774  DESIGNATION -  1 B 007 LDH 1967
 BK2774  PID         -  BK2774
 BK2774  STATE/COUNTY-  LA/ACADIA
 BK2774  USGS QUAD   -  DUSON (1983)
 BK2774
 BK2774                         *CURRENT SURVEY CONTROL
 BK2774  ___________________________________________________________________
 BK2774* NAD 83(1992)-  30 14 51.01639(N)    092 12 36.82283(W)     ADJUSTED  
 BK2774* NAVD 88     -        17.1  **(meters)      56.   **(feet)  VERTCON   
 BK2774  **This station is located in a subsidence area (see below).
 BK2774  ___________________________________________________________________
 BK2774  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK2774  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2774
 BK2774  HORZ ORDER  -  SECOND
 BK2774
 BK2774.The horizontal coordinates were established by classical geodetic methods
 BK2774.and adjusted by the National Geodetic Survey in January 1993..
 BK2774
 BK2774 ** The orthometric height has not been validated since last determined
 BK2774 ** by differential leveling and should not be used for control purposes.
 BK2774 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2774 ** area with valid NAVD 88 orthometric heights.
 BK2774 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2774 ** epoch indicated which incorporates improved geoid heights for the
 BK2774 ** Southern Louisiana Subsidence area.
 BK2774 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2774
 BK2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2774
 BK2774.The geoid height was determined by GEOID03.
 BK2774
 BK2774;                    North         East     Units Scale Factor Converg.
 BK2774;SPC LA S     -   194,024.367   915,608.695   MT  0.99993497   -0 26 18.5
 BK2774;SPC LA S     -   636,561.61  3,003,959.53   sFT  0.99993497   -0 26 18.5
 BK2774;UTM  15      - 3,346,475.186   575,983.093   MT  0.99967123   +0 23 52.3
 BK2774
 BK2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2774!SPC LA S     -   1.00000161  x   0.99993497  =   0.99993658
 BK2774!UTM  15      -   1.00000161  x   0.99967123  =   0.99967284
 BK2774
 BK2774:                Primary Azimuth Mark                     Grid Az
 BK2774:SPC LA S     -  1 B 008 LDH 1967                         088 25 37.3
 BK2774:UTM  15      -  1 B 008 LDH 1967                         087 35 26.5
 BK2774
 BK2774|---------------------------------------------------------------------|
 BK2774| PID    Reference Object                     Distance      Geod. Az  |
 BK2774|                                                           dddmmss.s |
 BK2774| BK2771 1 B 008 LDH 1967                    APPROX. 1.6 KM 0875918.8 |
 BK2774|---------------------------------------------------------------------|
 BK2774
 BK2774                          SUPERSEDED SURVEY CONTROL
 BK2774
 BK2774  NAD 83(1986)-  30 14 51.03400(N)    092 12 36.81751(W) AD(       ) 2
 BK2774  NAD 27      -  30 14 50.30603(N)    092 12 36.36213(W) AD(       ) 2
 BK2774  NGVD 29 (07/19/86)   17.1    (m)           56.     (f) VERT ANG       
 BK2774
 BK2774.Superseded values are not recommended for survey control.
 BK2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2774.See file dsdata.txt to determine how the superseded data were derived.
 BK2774
 BK2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7598346475(NAD 83)
 BK2774_MARKER: DD = SURVEY DISK
 BK2774_SETTING: 0 = UNSPECIFIED SETTING
 BK2774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2774+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 BK2774
 BK2774  HISTORY     - Date     Condition        Report By
 BK2774  HISTORY     - 1967     MONUMENTED       LADH
 BK2774  HISTORY     - 19910905 GOOD             USPSQD
 BK2774  HISTORY     - 19971017 GOOD             USPSQD
 BK2774  HISTORY     - 20030619 GOOD             USPSQD
 BK2774  HISTORY     - 20040920 GOOD             USPSQD
 BK2774
 BK2774                          STATION DESCRIPTION
 BK2774
 BK2774'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2774'THE STATION IS LOCATED 3.5 MILES NORTHEAST OF RAYNE, 11 MILES SOUTH
 BK2774'OF CHURCH POINT, AND 12 MILES WEST OF LAFAYETTE, IN THE SOUTHWEST
 BK2774'QUARTER OF SECTION 19, T9S, R3E.
 BK2774'
 BK2774'TO REACH THE STATION FROM THE STATE HIGHWAY 35 INTERCHANGE ON
 BK2774'INTERSTATE 10 IN RAYNE, FOLLOW INTERSTATE 10 EAST FOR 3.8 MILES TO
 BK2774'THE STATION, WHICH IS SET IN THE SOUTHEAST CORNER OF A PARISH ROAD
 BK2774'OVERPASS.
 BK2774'
 BK2774'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2774'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE ABUTMENT OF THE
 BK2774'OVERPASS, FLUSH WITH THE SLAB.  IT IS STAMPED 1B007.  IT IS 2.8
 BK2774'FEET WEST OF THE EAST CURB, 10 FEET EAST OF THE CENTERLINE OF THE
 BK2774'OVERPASS, AND 7 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BK2774'
 BK2774'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2774
 BK2774                          STATION RECOVERY (1991)
 BK2774
 BK2774'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2774'RECOVERED IN GOOD CONDITION.
 BK2774
 BK2774                          STATION RECOVERY (1997)
 BK2774
 BK2774'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2774'RECOVERED IN GOOD CONDITION.
 BK2774
 BK2774                          STATION RECOVERY (2003)
 BK2774
 BK2774'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2774'RECOVERED IN GOOD CONDITION.
 BK2774
 BK2774                          STATION RECOVERY (2004)
 BK2774
 BK2774'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2774' 
 BK2774' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2771 ***********************************************************************
 BK2771  DESIGNATION -  1 B 008 LDH 1967
 BK2771  PID         -  BK2771
 BK2771  STATE/COUNTY-  LA/ACADIA
 BK2771  USGS QUAD   -  DUSON (1983)
 BK2771
 BK2771                         *CURRENT SURVEY CONTROL
 BK2771  ___________________________________________________________________
 BK2771* NAD 83(1992)-  30 14 52.88948(N)    092 11 35.26138(W)     ADJUSTED  
 BK2771* NAVD 88     -        17.2  **(meters)      56.   **(feet)  VERTCON   
 BK2771  **This station is located in a subsidence area (see below).
 BK2771  ___________________________________________________________________
 BK2771  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK2771  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2771
 BK2771  HORZ ORDER  -  SECOND
 BK2771
 BK2771.The horizontal coordinates were established by classical geodetic methods
 BK2771.and adjusted by the National Geodetic Survey in January 1993..
 BK2771
 BK2771 ** The orthometric height has not been validated since last determined
 BK2771 ** by differential leveling and should not be used for control purposes.
 BK2771 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2771 ** area with valid NAVD 88 orthometric heights.
 BK2771 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2771 ** epoch indicated which incorporates improved geoid heights for the
 BK2771 ** Southern Louisiana Subsidence area.
 BK2771 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2771
 BK2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2771
 BK2771.The geoid height was determined by GEOID03.
 BK2771
 BK2771;                    North         East     Units Scale Factor Converg.
 BK2771;SPC LA S     -   194,069.569   917,254.818   MT  0.99993501   -0 25 47.7
 BK2771;SPC LA S     -   636,709.91  3,009,360.18   sFT  0.99993501   -0 25 47.7
 BK2771;UTM  15      - 3,346,544.393   577,627.949   MT  0.99967434   +0 24 23.3
 BK2771
 BK2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2771!SPC LA S     -   1.00000160  x   0.99993501  =   0.99993661
 BK2771!UTM  15      -   1.00000160  x   0.99967434  =   0.99967594
 BK2771
 BK2771:                Primary Azimuth Mark                     Grid Az
 BK2771:SPC LA S     -  1 B 011 LDH 1967                         090 47 00.3
 BK2771:UTM  15      -  1 B 011 LDH 1967                         089 56 49.3
 BK2771
 BK2771|---------------------------------------------------------------------|
 BK2771| PID    Reference Object                     Distance      Geod. Az  |
 BK2771|                                                           dddmmss.s |
 BK2771| BK2767 1 B 011 LDH 1967                    APPROX. 4.9 KM 0902112.6 |
 BK2771| BK2724 1 B 005                             APPROX. 5.0 KM 2752126.9 |
 BK2771|---------------------------------------------------------------------|
 BK2771
 BK2771                          SUPERSEDED SURVEY CONTROL
 BK2771
 BK2771  NAD 83(1986)-  30 14 52.90735(N)    092 11 35.25593(W) AD(       ) 2
 BK2771  NAD 27      -  30 14 52.18008(N)    092 11 34.80251(W) AD(       ) 2
 BK2771  NGVD 29 (07/19/86)   17.2    (m)           56.     (f) VERT ANG       
 BK2771
 BK2771.Superseded values are not recommended for survey control.
 BK2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2771.See file dsdata.txt to determine how the superseded data were derived.
 BK2771
 BK2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7762846544(NAD 83)
 BK2771_MARKER: DD = SURVEY DISK
 BK2771_SETTING: 0 = UNSPECIFIED SETTING
 BK2771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2771
 BK2771  HISTORY     - Date     Condition        Report By
 BK2771  HISTORY     - 1967     MONUMENTED       LADH
 BK2771  HISTORY     - 19910905 GOOD             USPSQD
 BK2771  HISTORY     - 19971017 GOOD             USPSQD
 BK2771  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 BK2771  HISTORY     - 20040920 MARK NOT FOUND   USPSQD
 BK2771
 BK2771                          STATION DESCRIPTION
 BK2771
 BK2771'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2771'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF RAYNE, 11 MILES
 BK2771'SOUTH-SOUTHEAST OF CHURCH POINT, AND 11 MILES WEST OF LAFAYETTE, IN
 BK2771'THE SOUTHEAST QUARTER OF SECTION 19, T9S, R3E.
 BK2771'
 BK2771'TO REACH THE STATION FROM THE STATE HIGHWAY 35 INTERCHANGE ON
 BK2771'INTERSTATE 10 IN RAYNE, FOLLOW INTERSTATE 10 FOR 4.9 MILES TO THE
 BK2771'STATION, WHICH IS SET IN THE NORTHWEST CORNER OF THE STATE HIGHWAY
 BK2771'95 OVERPASS WEST OF DUNSON.
 BK2771'
 BK2771'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2771'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE CURB OF THE
 BK2771'OVERPASS, FLUSH WITH THE SLAB.  IT IS STAMPED 1B008.  IT IS 2 FEET
 BK2771'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND 15 FEET WEST OF THE
 BK2771'CENTERLINE OF THE OVERPASS.
 BK2771'
 BK2771'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2771
 BK2771                          STATION RECOVERY (1991)
 BK2771
 BK2771'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2771'RECOVERED IN GOOD CONDITION.
 BK2771
 BK2771                          STATION RECOVERY (1997)
 BK2771
 BK2771'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2771'RECOVERED IN GOOD CONDITION.
 BK2771
 BK2771                          STATION RECOVERY (2003)
 BK2771
 BK2771'RECOVERY NOTE BY US POWER SQUADRON 2003 (KMV)
 BK2771'MARK NOT FOUND.
 BK2771
 BK2771                          STATION RECOVERY (2004)
 BK2771
 BK2771'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2771' 
 BK2771' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2769 ***********************************************************************
 BK2769  DESIGNATION -  1 B 009 LDH 1967
 BK2769  PID         -  BK2769
 BK2769  STATE/COUNTY-  LA/LAFAYETTE
 BK2769  USGS QUAD   -  DUSON (1983)
 BK2769
 BK2769                         *CURRENT SURVEY CONTROL
 BK2769  ___________________________________________________________________
 BK2769* NAD 83(1992)-  30 14 50.29509(N)    092 10 33.97371(W)     ADJUSTED  
 BK2769* NAVD 88     -        17.5  **(meters)      57.   **(feet)  VERTCON   
 BK2769  **This station is located in a subsidence area (see below).
 BK2769  ___________________________________________________________________
 BK2769  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK2769  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2769
 BK2769  HORZ ORDER  -  SECOND
 BK2769
 BK2769.The horizontal coordinates were established by classical geodetic methods
 BK2769.and adjusted by the National Geodetic Survey in January 1993..
 BK2769
 BK2769 ** The orthometric height has not been validated since last determined
 BK2769 ** by differential leveling and should not be used for control purposes.
 BK2769 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2769 ** area with valid NAVD 88 orthometric heights.
 BK2769 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2769 ** epoch indicated which incorporates improved geoid heights for the
 BK2769 ** Southern Louisiana Subsidence area.
 BK2769 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2769
 BK2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2769
 BK2769.The geoid height was determined by GEOID03.
 BK2769
 BK2769;                    North         East     Units Scale Factor Converg.
 BK2769;SPC LA S     -   193,977.514   918,892.596   MT  0.99993496   -0 25 17.0
 BK2769;SPC LA S     -   636,407.89  3,014,733.46   sFT  0.99993496   -0 25 17.0
 BK2769;UTM  15      - 3,346,476.274   579,266.471   MT  0.99967751   +0 24 54.2
 BK2769
 BK2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2769!SPC LA S     -   1.00000155  x   0.99993496  =   0.99993651
 BK2769!UTM  15      -   1.00000155  x   0.99967751  =   0.99967906
 BK2769
 BK2769:                Primary Azimuth Mark                     Grid Az
 BK2769:SPC LA S     -  1 B 010 LDH 1967                         091 08 00.0
 BK2769:UTM  15      -  1 B 010 LDH 1967                         090 17 48.8
 BK2769
 BK2769|---------------------------------------------------------------------|
 BK2769| PID    Reference Object                     Distance      Geod. Az  |
 BK2769|                                                           dddmmss.s |
 BK2769| BK2768 1 B 010 LDH 1967                    APPROX. 1.6 KM 0904243.0 |
 BK2769|---------------------------------------------------------------------|
 BK2769
 BK2769                          SUPERSEDED SURVEY CONTROL
 BK2769
 BK2769  NAD 83(1986)-  30 14 50.31324(N)    092 10 33.96815(W) AD(       ) 2
 BK2769  NAD 27      -  30 14 49.58649(N)    092 10 33.51659(W) AD(       ) 2
 BK2769  NGVD 29 (07/19/86)   17.5    (m)           57.     (f) VERT ANG       
 BK2769
 BK2769.Superseded values are not recommended for survey control.
 BK2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2769.See file dsdata.txt to determine how the superseded data were derived.
 BK2769
 BK2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7926646476(NAD 83)
 BK2769_MARKER: DD = SURVEY DISK
 BK2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2769+STABILITY: SURFACE MOTION
 BK2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2769+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002
 BK2769
 BK2769  HISTORY     - Date     Condition        Report By
 BK2769  HISTORY     - 1967     MONUMENTED       LADH
 BK2769  HISTORY     - 19910905 GOOD             USPSQD
 BK2769  HISTORY     - 19950318 GOOD             USPSQD
 BK2769  HISTORY     - 20021203 GOOD             INDIV
 BK2769
 BK2769                          STATION DESCRIPTION
 BK2769
 BK2769'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2769'THE STATION IS LOCATED 5.5 MILES NORTHEAST OF RAYNE, 11 MILES
 BK2769'SOUTH-SOUTHEAST OF CHURCH POINT AND 10 MILES WEST OF LAFAYETTE, IN
 BK2769'THE SOUTHWEST QUARTER OF SECTION 21, T9S, R3E.
 BK2769'
 BK2769'TO REACH THE STATION FROM THE RAILROAD CROSSING AT STATE HIGHWAY 95
 BK2769'IN DUSON, DRIVE NORTH ALONG STATE HIGHWAY 95 FOR 0.9 MILE TO THE
 BK2769'INTERCHANGE ON INTERSTATE 10, TAKE THE RAMP EAST ALONG INTERSTATE
 BK2769'10 FOR 1.0 MILE TO THE STATION WHICH IS SET TO THE RIGHT AND SOUTH
 BK2769'OF THE HIGHWAY.
 BK2769'
 BK2769'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2769'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK2769'CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED 1B009.  IT IS 108
 BK2769'FEET NORTHWEST OF A RIGHT-OF-WAY MARKER, 100 FEET SOUTHWEST OF THE
 BK2769'CENTER OF A CULVERT (1965), 72 FEET SOUTH OF THE EAST BOUND LANE ON
 BK2769'INTERSTATE 10, 18 FEET EAST OF THE CENTER OF STATE HIGHWAY
 BK2769'343, 6 FEET EAST OF A GUARD RAIL, AND 3 FEET NORTH OF A METAL WITNESS
 BK2769'POST AND SIGN.
 BK2769
 BK2769                          STATION RECOVERY (1991)
 BK2769
 BK2769'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2769'RECOVERED IN GOOD CONDITION.
 BK2769
 BK2769                          STATION RECOVERY (1995)
 BK2769
 BK2769'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2769'RECOVERED IN GOOD CONDITION.
 BK2769
 BK2769                          STATION RECOVERY (2002)
 BK2769
 BK2769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JDM)
 BK2769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2768 ***********************************************************************
 BK2768  DESIGNATION -  1 B 010 LDH 1967
 BK2768  PID         -  BK2768
 BK2768  STATE/COUNTY-  LA/LAFAYETTE
 BK2768  USGS QUAD   -  DUSON (1983)
 BK2768
 BK2768                         *CURRENT SURVEY CONTROL
 BK2768  ___________________________________________________________________
 BK2768* NAD 83(1992)-  30 14 49.63874(N)    092 09 33.49655(W)     ADJUSTED  
 BK2768* NAVD 88     -        10.3  **(meters)      34.   **(feet)  VERTCON   
 BK2768  **This station is located in a subsidence area (see below).
 BK2768  ___________________________________________________________________
 BK2768  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2768  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2768
 BK2768  HORZ ORDER  -  SECOND
 BK2768
 BK2768.The horizontal coordinates were established by classical geodetic methods
 BK2768.and adjusted by the National Geodetic Survey in January 1993..
 BK2768
 BK2768 ** The orthometric height has not been validated since last determined
 BK2768 ** by differential leveling and should not be used for control purposes.
 BK2768 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2768 ** area with valid NAVD 88 orthometric heights.
 BK2768 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2768 ** epoch indicated which incorporates improved geoid heights for the
 BK2768 ** Southern Louisiana Subsidence area.
 BK2768 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2768
 BK2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2768
 BK2768.The geoid height was determined by GEOID03.
 BK2768
 BK2768;                    North         East     Units Scale Factor Converg.
 BK2768;SPC LA S     -   193,945.533   920,509.161   MT  0.99993494   -0 24 46.8
 BK2768;SPC LA S     -   636,302.97  3,020,037.14   sFT  0.99993494   -0 24 46.8
 BK2768;UTM  15      - 3,346,467.897   580,882.918   MT  0.99968071   +0 25 24.6
 BK2768
 BK2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2768!SPC LA S     -   1.00000268  x   0.99993494  =   0.99993762
 BK2768!UTM  15      -   1.00000268  x   0.99968071  =   0.99968339
 BK2768
 BK2768:                Primary Azimuth Mark                     Grid Az
 BK2768:SPC LA S     -  1 B 011 LDH 1967                         088 01 08.5
 BK2768:UTM  15      -  1 B 011 LDH 1967                         087 10 57.1
 BK2768
 BK2768|---------------------------------------------------------------------|
 BK2768| PID    Reference Object                     Distance      Geod. Az  |
 BK2768|                                                           dddmmss.s |
 BK2768| BK2767 1 B 011 LDH 1967                    APPROX. 1.6 KM 0873621.7 |
 BK2768|---------------------------------------------------------------------|
 BK2768
 BK2768                          SUPERSEDED SURVEY CONTROL
 BK2768
 BK2768  NAD 83(1986)-  30 14 49.65717(N)    092 09 33.49087(W) AD(       ) 2
 BK2768  NAD 27      -  30 14 48.93098(N)    092 09 33.04118(W) AD(       ) 2
 BK2768  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG       
 BK2768
 BK2768.Superseded values are not recommended for survey control.
 BK2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2768.See file dsdata.txt to determine how the superseded data were derived.
 BK2768
 BK2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8088346468(NAD 83)
 BK2768_MARKER: DD = SURVEY DISK
 BK2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2768+STABILITY: SURFACE MOTION
 BK2768
 BK2768  HISTORY     - Date     Condition        Report By
 BK2768  HISTORY     - 1967     MONUMENTED       LADH
 BK2768  HISTORY     - 19950414 GOOD             USPSQD
 BK2768
 BK2768                          STATION DESCRIPTION
 BK2768
 BK2768'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2768'THE STATION IS LOCATED 10 MILES NORTH-NORTHWEST OF MAURICE, 9 MILES
 BK2768'WEST-NORTHWEST OF LAFAYETTE AND 6.5 MILES EAST OF RAYNE, IN THE
 BK2768'SOUTHEAST QUARTER OF SECTION 21, T9S, R3E.
 BK2768'
 BK2768'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY 95
 BK2768'IN DUSON, DRIVE NORTH ALONG STATE HIGHWAY 95 FOR 0.9 MILE TO THE
 BK2768'INTERCHANGE ON INTERSTATE 10, TAKE THE EAST BOUND RAMP ON THE
 BK2768'INTERSTATE FOR 2 MILES TO THE STATION WHICH IS SET ON THE RIGHT
 BK2768'AND SOUTH OF THE HIGHWAY NEAR A FENCE.
 BK2768'
 BK2768'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2768'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK2768'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2768'STAMPED 1B010.  IT IS 230 FEET WEST-SOUTHWEST OF THE CENTER OF A
 BK2768'CULVERT (1965) 102 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 BK2768'LANE ON INTERSTATE 10, 83 FEET SOUTH-SOUTHWEST OF THE WEST
 BK2768'END OF A GUARD RAIL, 4 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 BK2768'METAL WITNESS POST AND SIGN.
 BK2768'
 BK2768'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2768
 BK2768                          STATION RECOVERY (1995)
 BK2768
 BK2768'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2767 ***********************************************************************
 BK2767  DESIGNATION -  1 B 011 LDH 1967
 BK2767  PID         -  BK2767
 BK2767  STATE/COUNTY-  LA/LAFAYETTE
 BK2767  USGS QUAD   -  DUSON (1983)
 BK2767
 BK2767                         *CURRENT SURVEY CONTROL
 BK2767  ___________________________________________________________________
 BK2767* NAD 83(1992)-  30 14 51.87148(N)    092 08 31.87228(W)     ADJUSTED  
 BK2767* NAVD 88     -        18.3  **(meters)      60.   **(feet)  VERTCON   
 BK2767  **This station is located in a subsidence area (see below).
 BK2767  ___________________________________________________________________
 BK2767  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK2767  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2767
 BK2767  HORZ ORDER  -  SECOND
 BK2767
 BK2767.The horizontal coordinates were established by classical geodetic methods
 BK2767.and adjusted by the National Geodetic Survey in January 1993..
 BK2767
 BK2767 ** The orthometric height has not been validated since last determined
 BK2767 ** by differential leveling and should not be used for control purposes.
 BK2767 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2767 ** area with valid NAVD 88 orthometric heights.
 BK2767 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2767 ** epoch indicated which incorporates improved geoid heights for the
 BK2767 ** Southern Louisiana Subsidence area.
 BK2767 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2767
 BK2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2767
 BK2767.The geoid height was determined by GEOID03.
 BK2767
 BK2767;                    North         East     Units Scale Factor Converg.
 BK2767;SPC LA S     -   194,002.529   922,157.028   MT  0.99993499   -0 24 16.0
 BK2767;SPC LA S     -   636,489.96  3,025,443.52   sFT  0.99993499   -0 24 16.0
 BK2767;UTM  15      - 3,346,548.925   582,529.361   MT  0.99968403   +0 25 55.7
 BK2767
 BK2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2767!SPC LA S     -   1.00000143  x   0.99993499  =   0.99993642
 BK2767!UTM  15      -   1.00000143  x   0.99968403  =   0.99968545
 BK2767
 BK2767:                Primary Azimuth Mark                     Grid Az
 BK2767:SPC LA S     -  SCOTT                                    080 19 39.1
 BK2767:UTM  15      -  SCOTT                                    079 29 27.4
 BK2767
 BK2767|---------------------------------------------------------------------|
 BK2767| PID    Reference Object                     Distance      Geod. Az  |
 BK2767|                                                           dddmmss.s |
 BK2767| BK2766 SCOTT                               428.287 METERS 0795523.1 |
 BK2767|---------------------------------------------------------------------|
 BK2767
 BK2767                          SUPERSEDED SURVEY CONTROL
 BK2767
 BK2767  NAD 83(1986)-  30 14 51.89018(N)    092 08 31.86649(W) AD(       ) 2
 BK2767  NAD 27      -  30 14 51.16461(N)    092 08 31.41874(W) AD(       ) 2
 BK2767  NGVD 29 (07/19/86)   18.3    (m)           60.     (f) VERT ANG       
 BK2767
 BK2767.Superseded values are not recommended for survey control.
 BK2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2767.See file dsdata.txt to determine how the superseded data were derived.
 BK2767
 BK2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8252946549(NAD 83)
 BK2767_MARKER: DD = SURVEY DISK
 BK2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2767+STABILITY: SURFACE MOTION
 BK2767
 BK2767  HISTORY     - Date     Condition        Report By
 BK2767  HISTORY     - 1967     MONUMENTED       LADH
 BK2767  HISTORY     - 19950414 GOOD             USPSQD
 BK2767
 BK2767                          STATION DESCRIPTION
 BK2767
 BK2767'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2767'THE STATION IS LOCATED 8 MILES WEST-NORTHWEST OF LAFAYETTE, 7.5
 BK2767'MILES EAST OF RAYNE AND 10 MILES NORTH-NORTHWEST OF MAURICE, IN THE
 BK2767'NORTHEAST QUARTER OF SECTION 22, T9S, R3E.
 BK2767'
 BK2767'TO REACH THE STATION FROM THE STATE HIGHWAY 93 INTERCHANGE ON
 BK2767'INTERSTATE 10 IN SCOTT, DRIVE WEST ALONG INTERSTATE 10 FOR 2 MILES
 BK2767'TO THE MARK WHICH IS SET TO THE RIGHT AND NORTH OF THE HIGHWAY NEAR
 BK2767'AN OVERPASS.
 BK2767'
 BK2767'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2767'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK2767'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2767'STAMPED 1B011.  IT IS 95 FEET SOUTH OF THE NORTH END OF A GUARD
 BK2767'RAIL, 27 FEET NORTH OF THE SOUTH END OF A GUARD RAIL, 16 FEET
 BK2767'WEST OF THE CENTER OF STATE HIGHWAY 724, 2.5 FEET WEST-NORTHWEST OF
 BK2767'THE NORTHWEST CORNER OF THE OVERPASS, AND 2.5 FEET SOUTH OF A
 BK2767'METAL WITNESS POST AND SIGN.
 BK2767'
 BK2767'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2767
 BK2767                          STATION RECOVERY (1995)
 BK2767
 BK2767'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2765 ***********************************************************************
 BK2765  DESIGNATION -  1 B 012 LDH 1967
 BK2765  PID         -  BK2765
 BK2765  STATE/COUNTY-  LA/LAFAYETTE
 BK2765  USGS QUAD   -  DUSON (1983)
 BK2765
 BK2765                         *CURRENT SURVEY CONTROL
 BK2765  ___________________________________________________________________
 BK2765* NAD 83(1992)-  30 14 48.90527(N)    092 07 30.66090(W)     ADJUSTED  
 BK2765* NAVD 88     -         9.8  **(meters)      32.   **(feet)  VERTCON   
 BK2765  **This station is located in a subsidence area (see below).
 BK2765  ___________________________________________________________________
 BK2765  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2765  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2765
 BK2765  HORZ ORDER  -  SECOND
 BK2765
 BK2765.The horizontal coordinates were established by classical geodetic methods
 BK2765.and adjusted by the National Geodetic Survey in January 1993..
 BK2765
 BK2765 ** The orthometric height has not been validated since last determined
 BK2765 ** by differential leveling and should not be used for control purposes.
 BK2765 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2765 ** area with valid NAVD 88 orthometric heights.
 BK2765 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2765 ** epoch indicated which incorporates improved geoid heights for the
 BK2765 ** Southern Louisiana Subsidence area.
 BK2765 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2765
 BK2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2765
 BK2765.The geoid height was determined by GEOID03.
 BK2765
 BK2765;                    North         East     Units Scale Factor Converg.
 BK2765;SPC LA S     -   193,899.767   923,792.732   MT  0.99993493   -0 23 45.4
 BK2765;SPC LA S     -   636,152.82  3,030,809.99   sFT  0.99993493   -0 23 45.4
 BK2765;UTM  15      - 3,346,470.078   584,165.983   MT  0.99968739   +0 26 26.5
 BK2765
 BK2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2765!SPC LA S     -   1.00000276  x   0.99993493  =   0.99993769
 BK2765!UTM  15      -   1.00000276  x   0.99968739  =   0.99969015
 BK2765
 BK2765:                Primary Azimuth Mark                     Grid Az
 BK2765:SPC LA S     -  SCOTT                                    278 11 33.9
 BK2765:UTM  15      -  SCOTT                                    277 21 22.0
 BK2765
 BK2765|---------------------------------------------------------------------|
 BK2765| PID    Reference Object                     Distance      Geod. Az  |
 BK2765|                                                           dddmmss.s |
 BK2765| BK2766 SCOTT                               APPROX. 1.2 KM 2774748.5 |
 BK2765|---------------------------------------------------------------------|
 BK2765
 BK2765                          SUPERSEDED SURVEY CONTROL
 BK2765
 BK2765  NAD 83(1986)-  30 14 48.92422(N)    092 07 30.65499(W) AD(       ) 2
 BK2765  NAD 27      -  30 14 48.19913(N)    092 07 30.20910(W) AD(       ) 2
 BK2765  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 BK2765
 BK2765.Superseded values are not recommended for survey control.
 BK2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2765.See file dsdata.txt to determine how the superseded data were derived.
 BK2765
 BK2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8416646470(NAD 83)
 BK2765_MARKER: DD = SURVEY DISK
 BK2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2765+STABILITY: SURFACE MOTION
 BK2765
 BK2765  HISTORY     - Date     Condition        Report By
 BK2765  HISTORY     - 1967     MONUMENTED       LADH
 BK2765  HISTORY     - 19950414 GOOD             USPSQD
 BK2765
 BK2765                          STATION DESCRIPTION
 BK2765
 BK2765'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2765'THE STATION IS LOCATED 7 MILES WEST-NORTHWEST OF LAFAYETTE, 10 MILES
 BK2765'NORTH OF MAURICE AND 8.5 MILES EAST OF RAYNE, IN THE SOUTHEAST
 BK2765'QUARTER OF SECTION 23, T9S, R3E.
 BK2765'
 BK2765'TO REACH THE STATION FROM THE STATE HIGHWAY 93 INTERCHANGE ON
 BK2765'INTERSTATE 10 IN SCOTT, DRIVE WEST ALONG INTERSTATE 10 FOR 1 MILE TO
 BK2765'THE STATION WHICH IS SET TO THE LEFT AND SOUTH OF THE HIGHWAY NEAR
 BK2765'A DEAD END ROAD AND A FENCE.
 BK2765'
 BK2765'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2765'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK2765'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2765'STAMPED 1B012.  IT IS 103 FEET SOUTH OF THE EAST BOUND LANE OF
 BK2765'INTERSTATE 10, 68 FEET WEST OF A POWER POLE, 60 FEET SOUTH OF
 BK2765'THE WEST END OF A GUARD RAIL, 46 FEET WEST OF THE CENTER OF A DEAD
 BK2765'END ROAD LEADING SOUTH, 3 FEET NORTH OF A FENCE, AND 2.5 FEET
 BK2765'EAST OF A METAL WITNESS POST AND SIGN.
 BK2765
 BK2765                          STATION RECOVERY (1995)
 BK2765
 BK2765'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2755 ***********************************************************************
 BK2755  DESIGNATION -  1 C 001
 BK2755  PID         -  BK2755
 BK2755  STATE/COUNTY-  LA/LAFAYETTE
 BK2755  USGS QUAD   -  LAFAYETTE (1994)
 BK2755
 BK2755                         *CURRENT SURVEY CONTROL
 BK2755  ___________________________________________________________________
 BK2755* NAD 83(1992)-  30 14 51.08007(N)    092 06 28.16607(W)     ADJUSTED  
 BK2755* NAVD 88     -        18.2  **(meters)      60.   **(feet)  VERTCON   
 BK2755  **This station is located in a subsidence area (see below).
 BK2755  ___________________________________________________________________
 BK2755  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2755  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2755
 BK2755  HORZ ORDER  -  SECOND
 BK2755
 BK2755.The horizontal coordinates were established by classical geodetic methods
 BK2755.and adjusted by the National Geodetic Survey in January 1993..
 BK2755
 BK2755 ** The orthometric height has not been validated since last determined
 BK2755 ** by differential leveling and should not be used for control purposes.
 BK2755 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2755 ** area with valid NAVD 88 orthometric heights.
 BK2755 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2755 ** epoch indicated which incorporates improved geoid heights for the
 BK2755 ** Southern Louisiana Subsidence area.
 BK2755 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2755
 BK2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2755
 BK2755.The geoid height was determined by GEOID03.
 BK2755
 BK2755;                    North         East     Units Scale Factor Converg.
 BK2755;SPC LA S     -   193,955.313   925,463.845   MT  0.99993497   -0 23 14.1
 BK2755;SPC LA S     -   636,335.06  3,036,292.63   sFT  0.99993497   -0 23 14.1
 BK2755;UTM  15      - 3,346,549.999   585,835.696   MT  0.99969089   +0 26 58.0
 BK2755
 BK2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2755!SPC LA S     -   1.00000144  x   0.99993497  =   0.99993641
 BK2755!UTM  15      -   1.00000144  x   0.99969089  =   0.99969233
 BK2755
 BK2755:                Primary Azimuth Mark                     Grid Az
 BK2755:SPC LA S     -  1 B 011 LDH 1967                         270 49 05.1
 BK2755:UTM  15      -  1 B 011 LDH 1967                         269 58 53.0
 BK2755
 BK2755|---------------------------------------------------------------------|
 BK2755| PID    Reference Object                     Distance      Geod. Az  |
 BK2755|                                                           dddmmss.s |
 BK2755| BK2767 1 B 011 LDH 1967                    APPROX. 3.3 KM 2702551.0 |
 BK2755|---------------------------------------------------------------------|
 BK2755
 BK2755                          SUPERSEDED SURVEY CONTROL
 BK2755
 BK2755  NAD 83(1986)-  30 14 51.09921(N)    092 06 28.16020(W) AD(       ) 2
 BK2755  NAD 27      -  30 14 50.37476(N)    092 06 27.71642(W) AD(       ) 2
 BK2755  NGVD 29 (07/19/86)   18.2    (m)           60.     (f) VERT ANG       
 BK2755
 BK2755.Superseded values are not recommended for survey control.
 BK2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2755.See file dsdata.txt to determine how the superseded data were derived.
 BK2755
 BK2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8583646550(NAD 83)
 BK2755_MARKER: DD = SURVEY DISK
 BK2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2755+STABILITY: SURFACE MOTION
 BK2755
 BK2755  HISTORY     - Date     Condition        Report By
 BK2755  HISTORY     - 1967     MONUMENTED       LADH
 BK2755  HISTORY     - 19950414 GOOD             USPSQD
 BK2755  HISTORY     - 20060526 MARK NOT FOUND   NGS
 BK2755
 BK2755                          STATION DESCRIPTION
 BK2755
 BK2755'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2755'THE STATION IS LOCATED 6 MILES NORTHWEST OF LAFAYETTE, 1 MILE
 BK2755'NORTHWEST OF SCOTT AND 4.5 MILES NORTHEAST OF DUSON, IN THE
 BK2755'NORTHEAST QUARTER OF SECTION 24, T9S, R3E.
 BK2755'
 BK2755'TO REACH THE STATION FROM THE RAILROAD CROSSING IN SCOTT, DRIVE
 BK2755'NORTH ALONG STATE HIGHWAY 93 FOR 1.0 MILE TO THE INTERCHANGE ON
 BK2755'INTERSTATE 10 AND THE STATION WHICH IS SET NEAR THE NORTHWEST
 BK2755'CORNER OF THE OVERPASS.
 BK2755'
 BK2755'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2755'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK2755'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2755'STAMPED 1C001.  IT IS 71 FEET NORTHWEST OF THE CENTER OF THE WEST
 BK2755'BOUND LANE OF INTERSTATE 10, 21 FEET WEST-SOUTHWEST OF THE CENTER
 BK2755'OF STATE HIGHWAY 93, 6.5 FEET WEST-SOUTHWEST OF A METAL GUARDRAIL,
 BK2755'5 FEET NORTHWEST OF THE OVERPASS ABUTMENT, 2.5 FEET SOUTHEAST OF A
 BK2755'METAL WITNESS POST AND SIGN.
 BK2755
 BK2755                          STATION RECOVERY (1995)
 BK2755
 BK2755'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2755'RECOVERED IN GOOD CONDITION.
 BK2755
 BK2755                          STATION RECOVERY (2006)
 BK2755
 BK2755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BK2755'NOT RECOVERED, AREA HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2752 ***********************************************************************
 BK2752  DESIGNATION -  1 C 002 LDH 1967
 BK2752  PID         -  BK2752
 BK2752  STATE/COUNTY-  LA/LAFAYETTE
 BK2752  USGS QUAD   -  LAFAYETTE (1994)
 BK2752
 BK2752                         *CURRENT SURVEY CONTROL
 BK2752  ___________________________________________________________________
 BK2752* NAD 83(1992)-  30 14 48.44769(N)    092 05 28.44388(W)     ADJUSTED  
 BK2752* NAVD 88     -        17.4  **(meters)      57.   **(feet)  VERTCON   
 BK2752  **This station is located in a subsidence area (see below).
 BK2752  ___________________________________________________________________
 BK2752  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2752  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2752
 BK2752  HORZ ORDER  -  SECOND
 BK2752
 BK2752.The horizontal coordinates were established by classical geodetic methods
 BK2752.and adjusted by the National Geodetic Survey in January 1993..
 BK2752
 BK2752 ** The orthometric height has not been validated since last determined
 BK2752 ** by differential leveling and should not be used for control purposes.
 BK2752 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2752 ** area with valid NAVD 88 orthometric heights.
 BK2752 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2752 ** epoch indicated which incorporates improved geoid heights for the
 BK2752 ** Southern Louisiana Subsidence area.
 BK2752 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2752
 BK2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2752
 BK2752.The geoid height was determined by GEOID03.
 BK2752
 BK2752;                    North         East     Units Scale Factor Converg.
 BK2752;SPC LA S     -   193,863.584   927,059.841   MT  0.99993492   -0 22 44.3
 BK2752;SPC LA S     -   636,034.11  3,041,528.83   sFT  0.99993492   -0 22 44.3
 BK2752;UTM  15      - 3,346,481.604   587,432.474   MT  0.99969431   +0 27 28.1
 BK2752
 BK2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2752!SPC LA S     -   1.00000157  x   0.99993492  =   0.99993649
 BK2752!UTM  15      -   1.00000157  x   0.99969431  =   0.99969588
 BK2752
 BK2752:                Primary Azimuth Mark                     Grid Az
 BK2752:SPC LA S     -  1 C 003 LDH 1967                         086 38 35.9
 BK2752:UTM  15      -  1 C 003 LDH 1967                         085 48 23.5
 BK2752
 BK2752|---------------------------------------------------------------------|
 BK2752| PID    Reference Object                     Distance      Geod. Az  |
 BK2752|                                                           dddmmss.s |
 BK2752| BK2749 1 C 003 LDH 1967                    APPROX. 1.1 KM 0861551.6 |
 BK2752|---------------------------------------------------------------------|
 BK2752
 BK2752                          SUPERSEDED SURVEY CONTROL
 BK2752
 BK2752  NAD 83(1986)-  30 14 48.46698(N)    092 05 28.43801(W) AD(       ) 2
 BK2752  NAD 27      -  30 14 47.74300(N)    092 05 27.99602(W) AD(       ) 2
 BK2752  NGVD 29 (07/19/86)   17.4    (m)           57.     (f) VERT ANG       
 BK2752
 BK2752.Superseded values are not recommended for survey control.
 BK2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2752.See file dsdata.txt to determine how the superseded data were derived.
 BK2752
 BK2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8743246482(NAD 83)
 BK2752_MARKER: DD = SURVEY DISK
 BK2752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2752+STABILITY: SURFACE MOTION
 BK2752
 BK2752  HISTORY     - Date     Condition        Report By
 BK2752  HISTORY     - 1967     MONUMENTED       LADH
 BK2752  HISTORY     - 19950414 POOR             USPSQD
 BK2752
 BK2752                          STATION DESCRIPTION
 BK2752
 BK2752'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2752'THE STATION IS LOCATED 5 MILES NORTHWEST OF LAYFAYETTE, 1 MILE
 BK2752'NORTH OF SCOTT, AND 5.5 MILES NORTHEAST OF DUSON, IN THE SOUTHEAST
 BK2752'QUARTER OF SECTION 19, T9S, R4E.
 BK2752'
 BK2752'TO REACH THE STATION FROM THE RAILROAD CROSSING IN SCOTT,
 BK2752'DRIVE NORTH ALONG STATE HIGHWAY 93 FOR 1.0 MILE TO THE INTERCHANGE
 BK2752'ON INTERSTATE 10, THEN DRIVE EAST ALONG INTERSTATE 10 FOR 1.0 MILE
 BK2752'TO THE STTION, WHICH IS SET NEAR THE SOUTHEAST CORNER OF AN OVER
 BK2752'PASS.
 BK2752'
 BK2752'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2752'AND U.S. COAST & GEODETIC SURVEY DISK SET IN THE TOP OF A
 BK2752'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BK2752'IT IS STAMPED 1C002.  IT IS 95 FEET NORTH OF A GUARD RAIL, 72 FEET
 BK2752'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 20
 BK2752'FEET EAST OF THE CENTER OF A PARISH ROAD, 7 FEET EAST OF A METAL
 BK2752'GUARD RAIL, AND 4.5 FEET SOUTH OF AN OVERPASS.
 BK2752
 BK2752                          STATION RECOVERY (1995)
 BK2752
 BK2752'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2752'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2749 ***********************************************************************
 BK2749  DESIGNATION -  1 C 003 LDH 1967
 BK2749  PID         -  BK2749
 BK2749  STATE/COUNTY-  LA/LAFAYETTE
 BK2749  USGS QUAD   -  LAFAYETTE (1994)
 BK2749
 BK2749                         *CURRENT SURVEY CONTROL
 BK2749  ___________________________________________________________________
 BK2749* NAD 83(1992)-  30 14 50.77823(N)    092 04 47.29963(W)     ADJUSTED  
 BK2749* NAVD 88     -        10.0  **(meters)      33.   **(feet)  VERTCON   
 BK2749  **This station is located in a subsidence area (see below).
 BK2749  ___________________________________________________________________
 BK2749  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2749  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2749
 BK2749  HORZ ORDER  -  SECOND
 BK2749
 BK2749.The horizontal coordinates were established by classical geodetic methods
 BK2749.and adjusted by the National Geodetic Survey in January 1993..
 BK2749
 BK2749 ** The orthometric height has not been validated since last determined
 BK2749 ** by differential leveling and should not be used for control purposes.
 BK2749 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2749 ** area with valid NAVD 88 orthometric heights.
 BK2749 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2749 ** epoch indicated which incorporates improved geoid heights for the
 BK2749 ** Southern Louisiana Subsidence area.
 BK2749 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2749
 BK2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2749
 BK2749.The geoid height was determined by GEOID03.
 BK2749
 BK2749;                    North         East     Units Scale Factor Converg.
 BK2749;SPC LA S     -   193,928.123   928,160.212   MT  0.99993497   -0 22 23.7
 BK2749;SPC LA S     -   636,245.85  3,045,138.96   sFT  0.99993497   -0 22 23.7
 BK2749;UTM  15      - 3,346,562.187   588,531.522   MT  0.99969669   +0 27 48.8
 BK2749
 BK2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2749!SPC LA S     -   1.00000273  x   0.99993497  =   0.99993770
 BK2749!UTM  15      -   1.00000273  x   0.99969669  =   0.99969942
 BK2749
 BK2749:                Primary Azimuth Mark                     Grid Az
 BK2749:SPC LA S     -  1 C 004 LDH 1967                         094 31 30.7
 BK2749:UTM  15      -  1 C 004 LDH 1967                         093 41 18.2
 BK2749
 BK2749|---------------------------------------------------------------------|
 BK2749| PID    Reference Object                     Distance      Geod. Az  |
 BK2749|                                                           dddmmss.s |
 BK2749| BK2747 1 C 004 LDH 1967                    APPROX. 1.3 KM 0940907.0 |
 BK2749|---------------------------------------------------------------------|
 BK2749
 BK2749                          SUPERSEDED SURVEY CONTROL
 BK2749
 BK2749  NAD 83(1986)-  30 14 50.79762(N)    092 04 47.29376(W) AD(       ) 2
 BK2749  NAD 27      -  30 14 50.07409(N)    092 04 46.85307(W) AD(       ) 2
 BK2749  NGVD 29 (07/19/86)   10.0    (m)           33.     (f) VERT ANG       
 BK2749
 BK2749.Superseded values are not recommended for survey control.
 BK2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2749.See file dsdata.txt to determine how the superseded data were derived.
 BK2749
 BK2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8853246562(NAD 83)
 BK2749_MARKER: DD = SURVEY DISK
 BK2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2749+STABILITY: SURFACE MOTION
 BK2749
 BK2749  HISTORY     - Date     Condition        Report By
 BK2749  HISTORY     - 1967     MONUMENTED       LADH
 BK2749  HISTORY     - 19950414 POOR             USPSQD
 BK2749
 BK2749                          STATION DESCRIPTION
 BK2749
 BK2749'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2749'THE STATION IS LOCATED 5 MILES NORTHWEST OF LAFAYETTE, 1 MILE
 BK2749'NORTHEAST OF SCOTT, AND 6 MILES NORTHEAST OF DUSON, IN THE NORTHEAST
 BK2749'QUARTER OF SECTION 20, T9S, R4E.
 BK2749'
 BK2749'TO REACH THE STATION FROM THE INTERSTATE 10 AND STATE HIGHWAY 182
 BK2749'INTERCHANGE IN LAFAYETTE, DRIVE WEST ALONG INTERSTATE 10 FOR 2.5
 BK2749'MILES TO THE STATION, WHICH IS SET TO THE RIGHT AND NORTH OF THE
 BK2749'HIGHWAY NEAR A FENCE.
 BK2749'
 BK2749'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2749'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2749'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2749'STAMPED 1C003.  IT IS 165 FEET EAST-NORTHEAST OF THE CENTER OF A
 BK2749'BOX CULVERT, 162 FEET WEST-NORTHWEST OF THE CENTER OF A
 BK2749'4-DRAIN CULVERT, 102 FEET NORTH OF THE CENTER OF THE WEST
 BK2749'BOUND LANE OF INTERSTATE 10, AND 4 FEET SOUTH OF A FENCE.
 BK2749'
 BK2749'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2749
 BK2749                          STATION RECOVERY (1995)
 BK2749
 BK2749'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2749'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2747 ***********************************************************************
 BK2747  DESIGNATION -  1 C 004 LDH 1967
 BK2747  PID         -  BK2747
 BK2747  STATE/COUNTY-  LA/LAFAYETTE
 BK2747  USGS QUAD   -  LAFAYETTE (1994)
 BK2747
 BK2747                         *CURRENT SURVEY CONTROL
 BK2747  ___________________________________________________________________
 BK2747* NAD 83(1992)-  30 14 47.69325(N)    092 03 58.39156(W)     ADJUSTED  
 BK2747* NAVD 88     -        18.8  **(meters)      62.   **(feet)  VERTCON   
 BK2747  **This station is located in a subsidence area (see below).
 BK2747  ___________________________________________________________________
 BK2747  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2747  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2747
 BK2747  HORZ ORDER  -  SECOND
 BK2747
 BK2747.The horizontal coordinates were established by classical geodetic methods
 BK2747.and adjusted by the National Geodetic Survey in January 1993..
 BK2747
 BK2747 ** The orthometric height has not been validated since last determined
 BK2747 ** by differential leveling and should not be used for control purposes.
 BK2747 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2747 ** area with valid NAVD 88 orthometric heights.
 BK2747 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2747 ** epoch indicated which incorporates improved geoid heights for the
 BK2747 ** Southern Louisiana Subsidence area.
 BK2747 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2747
 BK2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2747
 BK2747.The geoid height was determined by GEOID03.
 BK2747
 BK2747;                    North         East     Units Scale Factor Converg.
 BK2747;SPC LA S     -   193,824.694   929,467.050   MT  0.99993490   -0 21 59.2
 BK2747;SPC LA S     -   635,906.52  3,049,426.48   sFT  0.99993490   -0 21 59.2
 BK2747;UTM  15      - 3,346,477.875   589,839.421   MT  0.99969957   +0 28 13.4
 BK2747
 BK2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2747!SPC LA S     -   1.00000135  x   0.99993490  =   0.99993625
 BK2747!UTM  15      -   1.00000135  x   0.99969957  =   0.99970092
 BK2747
 BK2747:                Primary Azimuth Mark                     Grid Az
 BK2747:SPC LA S     -  LAFAYETTE WALKER RD MUN TANK             124 13 04.5
 BK2747:UTM  15      -  LAFAYETTE WALKER RD MUN TANK             123 22 51.9
 BK2747
 BK2747|---------------------------------------------------------------------|
 BK2747| PID    Reference Object                     Distance      Geod. Az  |
 BK2747|                                                           dddmmss.s |
 BK2747| BK2743 LAFAYETTE WALKER RD MUN TANK        APPROX. 2.1 KM 1235105.3 |
 BK2747| BK2749 1 C 003 LDH 1967                    APPROX. 1.3 KM 2740931.6 |
 BK2747|---------------------------------------------------------------------|
 BK2747
 BK2747                          SUPERSEDED SURVEY CONTROL
 BK2747
 BK2747  NAD 83(1986)-  30 14 47.71275(N)    092 03 58.38569(W) AD(       ) 2
 BK2747  NAD 27      -  30 14 46.98957(N)    092 03 57.94645(W) AD(       ) 2
 BK2747  NGVD 29 (07/19/86)   18.8    (m)           62.     (f) VERT ANG       
 BK2747
 BK2747.Superseded values are not recommended for survey control.
 BK2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2747.See file dsdata.txt to determine how the superseded data were derived.
 BK2747
 BK2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8983946478(NAD 83)
 BK2747_MARKER: DD = SURVEY DISK
 BK2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2747+STABILITY: SURFACE MOTION
 BK2747
 BK2747  HISTORY     - Date     Condition        Report By
 BK2747  HISTORY     - 1967     MONUMENTED       LADH
 BK2747  HISTORY     - 19950414 POOR             USPSQD
 BK2747
 BK2747                          STATION DESCRIPTION
 BK2747
 BK2747'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2747'THE STATION IS LOCATED 3 MILES NORTHWEST OF LAFAYETTE, 2 MILES
 BK2747'NORTHEAST OF SCOTT, AND 5 MILES SOUTH-SOUTHWEST OF CARENCRO, IN THE
 BK2747'SOUTHEAST QUARTER OF SECTION 21, T9S, R4E.
 BK2747'
 BK2747'TO REACH THE STATION FROM THE STATE HIGHWAY 182 AND INTERSTATE 10
 BK2747'INTERCHANGE IN LAFAYETTE, DRIVE WEST ALONG INTERSTATE 10 FOR 1.8
 BK2747'MILES TO THE STATION WHICH IS SET TO THE SOUTHEAST OF THE SOUTHEAST
 BK2747'CORNER OF AN OVERPASS.
 BK2747'
 BK2747'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2747'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2747'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2747'STAMPED 1C004.  IT IS 101 FEET EAST OF A METAL GUARD RAIL, 90 FEET
 BK2747'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 22
 BK2747'FEET EAST OF THE CENTER OF A PARISH ROAD, 22 FEET SOUTH OF THE
 BK2747'SOUTHEAST CORNER OF THE OVERPASS, AND 7 FEET NORTH OF THE SOUTH
 BK2747'END OF A GUARD RAIL.
 BK2747'
 BK2747'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2747
 BK2747                          STATION RECOVERY (1995)
 BK2747
 BK2747'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2747'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2744 ***********************************************************************
 BK2744  DESIGNATION -  1 C 005 LDH 1967
 BK2744  PID         -  BK2744
 BK2744  STATE/COUNTY-  LA/LAFAYETTE
 BK2744  USGS QUAD   -  LAFAYETTE (1994)
 BK2744
 BK2744                         *CURRENT SURVEY CONTROL
 BK2744  ___________________________________________________________________
 BK2744* NAD 83(1992)-  30 14 49.17163(N)    092 02 53.73901(W)     ADJUSTED  
 BK2744* NAVD 88     -        12.2  **(meters)      40.   **(feet)  VERTCON   
 BK2744  **This station is located in a subsidence area (see below).
 BK2744  ___________________________________________________________________
 BK2744  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK2744  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2744
 BK2744  HORZ ORDER  -  SECOND
 BK2744
 BK2744.The horizontal coordinates were established by classical geodetic methods
 BK2744.and adjusted by the National Geodetic Survey in January 1993..
 BK2744
 BK2744 ** The orthometric height has not been validated since last determined
 BK2744 ** by differential leveling and should not be used for control purposes.
 BK2744 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2744 ** area with valid NAVD 88 orthometric heights.
 BK2744 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2744 ** epoch indicated which incorporates improved geoid heights for the
 BK2744 ** Southern Louisiana Subsidence area.
 BK2744 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2744
 BK2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2744
 BK2744.The geoid height was determined by GEOID03.
 BK2744
 BK2744;                    North         East     Units Scale Factor Converg.
 BK2744;SPC LA S     -   193,859.296   931,195.688   MT  0.99993493   -0 21 26.9
 BK2744;SPC LA S     -   636,020.04  3,055,097.85   sFT  0.99993493   -0 21 26.9
 BK2744;UTM  15      - 3,346,537.707   591,566.967   MT  0.99970344   +0 28 46.0
 BK2744
 BK2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2744!SPC LA S     -   1.00000238  x   0.99993493  =   0.99993731
 BK2744!UTM  15      -   1.00000238  x   0.99970344  =   0.99970582
 BK2744
 BK2744:                Primary Azimuth Mark                     Grid Az
 BK2744:SPC LA S     -  1 C 006 LDH 1967                         067 34 34.0
 BK2744:UTM  15      -  1 C 006 LDH 1967                         066 44 21.1
 BK2744
 BK2744|---------------------------------------------------------------------|
 BK2744| PID    Reference Object                     Distance      Geod. Az  |
 BK2744|                                                           dddmmss.s |
 BK2744| BK2709 1 C 006 LDH 1967                    APPROX. 1.2 KM 0671307.1 |
 BK2744|---------------------------------------------------------------------|
 BK2744
 BK2744                          SUPERSEDED SURVEY CONTROL
 BK2744
 BK2744  NAD 83(1986)-  30 14 49.19127(N)    092 02 53.73315(W) AD(       ) 2
 BK2744  NAD 27      -  30 14 48.46871(N)    092 02 53.29593(W) AD(       ) 2
 BK2744  NGVD 29 (07/19/86)   12.2    (m)           40.     (f) VERT ANG       
 BK2744
 BK2744.Superseded values are not recommended for survey control.
 BK2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2744.See file dsdata.txt to determine how the superseded data were derived.
 BK2744
 BK2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9156746538(NAD 83)
 BK2744_MARKER: DD = SURVEY DISK
 BK2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2744+STABILITY: SURFACE MOTION
 BK2744
 BK2744  HISTORY     - Date     Condition        Report By
 BK2744  HISTORY     - 1967     MONUMENTED       LADH
 BK2744  HISTORY     - 19950414 POOR             USPSQD
 BK2744
 BK2744                          STATION DESCRIPTION
 BK2744
 BK2744'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2744'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF LAFAYETTE, 3 MILES
 BK2744'NORTHEAST OF SCOTT, AND 5 MILES SOUTH OF CARENCRO, IN THE SOUTHWEST
 BK2744'QUARTER OF SECTION 23, T9S, R4E.
 BK2744'
 BK2744'TO REACH THE STATION FROM INTERSTATE 10 AND STATE HIGHWAY 182
 BK2744'INTERCHANGE IN LAFAYETTE, DRIVE WEST ALONG INTERSTATE 10 FOR 0.6
 BK2744'MILE TO THE STATION, WHICH IS SET TO THE LEFT AND SOUTH OF THE
 BK2744'HIGHWAY NEAR A FENCE AND IN A CURVE.
 BK2744'
 BK2744'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2744'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2744'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2744'STAMPED 1C005.  IT IS 93 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 BK2744'LANE OF INTERSTATE 10, 25 FEET EAST OF A POWER POLE, AND 4 FEET
 BK2744'NORTH OF A FENCE.
 BK2744'
 BK2744'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2744
 BK2744                          STATION RECOVERY (1995)
 BK2744
 BK2744'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2744'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2709 ***********************************************************************
 BK2709  DESIGNATION -  1 C 006 LDH 1967
 BK2709  PID         -  BK2709
 BK2709  STATE/COUNTY-  LA/LAFAYETTE
 BK2709  USGS QUAD   -  CARENCRO (1983)
 BK2709
 BK2709                         *CURRENT SURVEY CONTROL
 BK2709  ___________________________________________________________________
 BK2709* NAD 83(1992)-  30 15 04.48063(N)    092 02 11.74682(W)     ADJUSTED  
 BK2709* NAVD 88     -        19.1  **(meters)      63.   **(feet)  VERTCON   
 BK2709  **This station is located in a subsidence area (see below).
 BK2709  ___________________________________________________________________
 BK2709  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK2709  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2709
 BK2709  HORZ ORDER  -  SECOND
 BK2709
 BK2709.The horizontal coordinates were established by classical geodetic methods
 BK2709.and adjusted by the National Geodetic Survey in January 1993..
 BK2709
 BK2709 ** The orthometric height has not been validated since last determined
 BK2709 ** by differential leveling and should not be used for control purposes.
 BK2709 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2709 ** area with valid NAVD 88 orthometric heights.
 BK2709 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2709 ** epoch indicated which incorporates improved geoid heights for the
 BK2709 ** Southern Louisiana Subsidence area.
 BK2709 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2709.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2709
 BK2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2709
 BK2709.The geoid height was determined by GEOID03.
 BK2709
 BK2709;                    North         East     Units Scale Factor Converg.
 BK2709;SPC LA S     -   194,323.728   932,321.153   MT  0.99993525   -0 21 05.9
 BK2709;SPC LA S     -   637,543.76  3,058,790.32   sFT  0.99993525   -0 21 05.9
 BK2709;UTM  15      - 3,347,018.419   592,685.269   MT  0.99970598   +0 29 07.4
 BK2709
 BK2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2709!SPC LA S     -   1.00000130  x   0.99993525  =   0.99993655
 BK2709!UTM  15      -   1.00000130  x   0.99970598  =   0.99970728
 BK2709
 BK2709:                Primary Azimuth Mark                     Grid Az
 BK2709:SPC LA S     -  1 C 007 LDH 1967                         068 13 06.8
 BK2709:UTM  15      -  1 C 007 LDH 1967                         067 22 53.5
 BK2709
 BK2709|---------------------------------------------------------------------|
 BK2709| PID    Reference Object                     Distance      Geod. Az  |
 BK2709|                                                           dddmmss.s |
 BK2709| BK2703 1 C 007 LDH 1967                    APPROX. 0.8 KM 0675200.9 |
 BK2709|---------------------------------------------------------------------|
 BK2709
 BK2709                          SUPERSEDED SURVEY CONTROL
 BK2709
 BK2709  NAD 83(1986)-  30 15 04.50034(N)    092 02 11.74101(W) AD(       ) 2
 BK2709  NAD 27      -  30 15 03.77856(N)    092 02 11.30529(W) AD(       ) 2
 BK2709  NGVD 29 (07/19/86)   19.1    (m)           63.     (f) VERT ANG       
 BK2709
 BK2709.Superseded values are not recommended for survey control.
 BK2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2709.See file dsdata.txt to determine how the superseded data were derived.
 BK2709
 BK2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9268547018(NAD 83)
 BK2709_MARKER: DD = SURVEY DISK
 BK2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2709+STABILITY: SURFACE MOTION
 BK2709
 BK2709  HISTORY     - Date     Condition        Report By
 BK2709  HISTORY     - 1967     MONUMENTED       LADH
 BK2709  HISTORY     - 19950414 POOR             USPSQD
 BK2709
 BK2709                          STATION DESCRIPTION
 BK2709
 BK2709'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2709'THE STATION IS LOCATED 2 MILES NORTHWEST OF LAFAYETTE, 3.5 MILES
 BK2709'NORTHEAST OF SCOTT, AND 5 MILES SOUTH OF CARENCRO, IN THE SOUTHWEST
 BK2709'QUARTER OF SECTION 23, T9S, R4E.
 BK2709'
 BK2709'THE STATION IS SET NEAR THE NORTHWEST CORNER OF THE STATE HIGHWAY
 BK2709'182 INTERCHANGE ON INTERSTATE 10 IN LAFAYETTE.
 BK2709'
 BK2709'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2709'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2709'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2709'STAMPED 1C006.  IT IS 103 FEET NORTHEAST OF THE SOUTHEAST END OF A
 BK2709'GUARD RAIL, 73 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE ON
 BK2709'STATE HIGHWAY 182, 28 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 BK2709'WEST BOUND LANE OF INTERSTATE 10, 6 FEET WEST OF THE NORTHWEST
 BK2709'CORNER OF THE OVERPASS ON THE WEST BOUND LANE OF INTERSTATE 10.
 BK2709'
 BK2709'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2709
 BK2709                          STATION RECOVERY (1995)
 BK2709
 BK2709'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2709'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2703 ***********************************************************************
 BK2703  DESIGNATION -  1 C 007 LDH 1967
 BK2703  PID         -  BK2703
 BK2703  STATE/COUNTY-  LA/LAFAYETTE
 BK2703  USGS QUAD   -  CARENCRO (1983)
 BK2703
 BK2703                         *CURRENT SURVEY CONTROL
 BK2703  ___________________________________________________________________
 BK2703* NAD 83(1992)-  30 15 14.84356(N)    092 01 42.39586(W)     ADJUSTED  
 BK2703* NAVD 88     -        21.9  **(meters)      72.   **(feet)  VERTCON   
 BK2703  **This station is located in a subsidence area (see below).
 BK2703  ___________________________________________________________________
 BK2703  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2703  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2703
 BK2703  HORZ ORDER  -  SECOND
 BK2703
 BK2703.The horizontal coordinates were established by classical geodetic methods
 BK2703.and adjusted by the National Geodetic Survey in January 1993..
 BK2703
 BK2703 ** The orthometric height has not been validated since last determined
 BK2703 ** by differential leveling and should not be used for control purposes.
 BK2703 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2703 ** area with valid NAVD 88 orthometric heights.
 BK2703 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2703 ** epoch indicated which incorporates improved geoid heights for the
 BK2703 ** Southern Louisiana Subsidence area.
 BK2703 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2703
 BK2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2703
 BK2703.The geoid height was determined by GEOID03.
 BK2703
 BK2703;                    North         East     Units Scale Factor Converg.
 BK2703;SPC LA S     -   194,638.025   933,107.691   MT  0.99993547   -0 20 51.2
 BK2703;SPC LA S     -   638,574.92  3,061,370.82   sFT  0.99993547   -0 20 51.2
 BK2703;UTM  15      - 3,347,344.099   593,466.953   MT  0.99970778   +0 29 22.3
 BK2703
 BK2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2703!SPC LA S     -   1.00000086  x   0.99993547  =   0.99993633
 BK2703!UTM  15      -   1.00000086  x   0.99970778  =   0.99970864
 BK2703
 BK2703:                Primary Azimuth Mark                     Grid Az
 BK2703:SPC LA S     -  1 C 006 LDH 1967                         248 13 06.8
 BK2703:UTM  15      -  1 C 006 LDH 1967                         247 22 53.3
 BK2703
 BK2703|---------------------------------------------------------------------|
 BK2703| PID    Reference Object                     Distance      Geod. Az  |
 BK2703|                                                           dddmmss.s |
 BK2703| BK2709 1 C 006 LDH 1967                    APPROX. 0.8 KM 2475215.6 |
 BK2703|---------------------------------------------------------------------|
 BK2703
 BK2703                          SUPERSEDED SURVEY CONTROL
 BK2703
 BK2703  NAD 83(1986)-  30 15 14.86332(N)    092 01 42.39006(W) AD(       ) 2
 BK2703  NAD 27      -  30 15 14.14206(N)    092 01 41.95543(W) AD(       ) 2
 BK2703  NGVD 29 (07/19/86)   21.9    (m)           72.     (f) VERT ANG       
 BK2703
 BK2703.Superseded values are not recommended for survey control.
 BK2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2703.See file dsdata.txt to determine how the superseded data were derived.
 BK2703
 BK2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9346747344(NAD 83)
 BK2703_MARKER: DD = SURVEY DISK
 BK2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2703+STABILITY: SURFACE MOTION
 BK2703
 BK2703  HISTORY     - Date     Condition        Report By
 BK2703  HISTORY     - 1967     MONUMENTED       LADH
 BK2703  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BK2703
 BK2703                          STATION DESCRIPTION
 BK2703
 BK2703'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2703'THE STATION IS LOCATED 2 MILES NORTH OF LAFAYETTE, 4 MILES NORTHEAST
 BK2703'OF SCOTT, AND 5 MILES SOUTH-SOUTHWEST OF CARENCRO, IN THE SOUTHEAST
 BK2703'QUARTER OF SECTION 13, T9S, R4E.
 BK2703'
 BK2703'TO REACH THE STATION FROM THE STATE HIGHWAY 182 AND INTERSTATE 10
 BK2703'INTERCHANGE IN LAFAYETTE, DRIVE EAST ALONG INTERSTATE 10 FOR 0.5
 BK2703'MILE TO THE STATION WHICH IS SET TO THE RIGHT AND SOUTH OF THE
 BK2703'HIGHWAY NEAR A FENCE AND AN OVERPASS.
 BK2703'
 BK2703'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2703'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2703'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2703'STAMPED 1C007.  IT IS 140 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 BK2703'MARKER, 30 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE EAST BOUND
 BK2703'LANE OF INTERSTATE 10, 16 FEET SOUTH-SOUTHEAST OF A GUARD
 BK2703'RAIL, 8 FEET SOUTH-SOUTHWEST OF THE ABUTMENT ON THE RAILROAD
 BK2703'OVERPASS ON THE EAST BOUND LANE OF INTERSTATE 10, AND 3 FEET WEST
 BK2703'OF A FENCE.
 BK2703'
 BK2703'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2703
 BK2703                          STATION RECOVERY (1995)
 BK2703
 BK2703'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0760 ***********************************************************************
 BJ0760  DESIGNATION -  1 CAP
 BJ0760  PID         -  BJ0760
 BJ0760  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0760  USGS QUAD   -  LOBDELL (1992)
 BJ0760
 BJ0760                         *CURRENT SURVEY CONTROL
 BJ0760  ___________________________________________________________________
 BJ0760* NAD 83(1986)-  30 28 51.     (N)    091 15 00.     (W)     SCALED    
 BJ0760* NAVD 88     -         7.36   (+/-2cm)      24.1    (feet)  VERTCON   
 BJ0760  ___________________________________________________________________
 BJ0760  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0760
 BJ0760  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0760
 BJ0760.The horizontal coordinates were scaled from a topographic map and have
 BJ0760.an estimated accuracy of +/- 6 seconds.
 BJ0760
 BJ0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0760.The vertical order pertains to the NGVD 29 superseded value.
 BJ0760
 BJ0760.The geoid height was determined by GEOID03.
 BJ0760
 BJ0760;                    North         East    Units  Estimated Accuracy
 BJ0760;SPC LA S     -   219,570.    1,008,000.      MT  (+/- 180 meters Scaled)
 BJ0760
 BJ0760                          SUPERSEDED SURVEY CONTROL
 BJ0760
 BJ0760  NGVD 29 (??/??/??)    7.352  (m)           24.12   (f) ADJUSTED    1 2
 BJ0760
 BJ0760.Superseded values are not recommended for survey control.
 BJ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0760.See file dsdata.txt to determine how the superseded data were derived.
 BJ0760
 BJ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP679733(NAD 83)
 BJ0760_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0760_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0760
 BJ0760  HISTORY     - Date     Condition        Report By
 BJ0760  HISTORY     - UNK      MONUMENTED       DOD
 BJ0760  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0760  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0760
 BJ0760                          STATION DESCRIPTION
 BJ0760
 BJ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0760'IN KAHNS.
 BJ0760'P.B.M, IS TILE AND PIPE IN WEST BATON ROUGE PARISH, LOUISIANA, ABOUT 3
 BJ0760'MILES FROM MISSISSIPPI RIVER ON SOUTH SIDE OF RIGHT OF WAY MO. PAC.
 BJ0760'R.R. (GULF COAST LINES) AT CROSSING OF HIGHWAY NO. 30.  IS 13.7 M.
 BJ0760'SOUTH OF CENTER OF TRACK AND 9.3 M. EAST OF CENTER OF HIGHWAY.  IS 3.2
 BJ0760'M. EAST OF HIGHWAY DITCH AND 2.0 M. FROM FENCE CORNER OF YARD OF ANDY
 BJ0760'BONANNO AND 4.5 M. FROM R.R. STOP SIGN ON EAST SIDE OF HIGHWAY. NOTE--
 BJ0760'IT IS BELIEVED TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.
 BJ0760
 BJ0760                          STATION RECOVERY (1976)
 BJ0760
 BJ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0760'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 BJ0760'THIS MARK NOT RECOVERED IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0346 ***********************************************************************
 BJ0346  DESIGNATION -  1 CDL
 BJ0346  PID         -  BJ0346
 BJ0346  STATE/COUNTY-  LA/ST LANDRY
 BJ0346  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0346
 BJ0346                         *CURRENT SURVEY CONTROL
 BJ0346  ___________________________________________________________________
 BJ0346* NAD 83(1986)-  30 31 01.     (N)    091 51 32.     (W)     SCALED    
 BJ0346* NAVD 88     -         5.264  (meters)      17.27   (feet)  ADJUSTED  
 BJ0346  ___________________________________________________________________
 BJ0346  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ0346  DYNAMIC HT  -           5.257 (meters)      17.25  (feet)  COMP
 BJ0346  MODELED GRAV-     979,337.6   (mgal)                       NAVD 88
 BJ0346
 BJ0346  VERT ORDER  -  FIRST     CLASS I
 BJ0346
 BJ0346.The horizontal coordinates were scaled from a topographic map and have
 BJ0346.an estimated accuracy of +/- 6 seconds.
 BJ0346
 BJ0346.The orthometric height was determined by differential leveling
 BJ0346.and adjusted by the National Geodetic Survey in February 1994..
 BJ0346
 BJ0346.The geoid height was determined by GEOID03.
 BJ0346
 BJ0346.The dynamic height is computed by dividing the NAVD 88
 BJ0346.geopotential number by the normal gravity value computed on the
 BJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0346.degrees latitude (g = 980.6199 gals.).
 BJ0346
 BJ0346.The modeled gravity was interpolated from observed gravity values.
 BJ0346
 BJ0346;                    North         East    Units  Estimated Accuracy
 BJ0346;SPC LA S     -   223,690.      949,560.      MT  (+/- 180 meters Scaled)
 BJ0346
 BJ0346                          SUPERSEDED SURVEY CONTROL
 BJ0346
 BJ0346  NAVD 88 (06/15/91)    5.280  (m)           17.32   (f) UNKNOWN     1 1
 BJ0346  NGVD 29 (??/??/??)    5.255  (m)           17.24   (f) ADJUSTED    1 1
 BJ0346
 BJ0346.Superseded values are not recommended for survey control.
 BJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0346.See file dsdata.txt to determine how the superseded data were derived.
 BJ0346
 BJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP094766(NAD 83)
 BJ0346_MARKER: DD = SURVEY DISK
 BJ0346_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ0346+WITH SETTING: PAVEMENT
 BJ0346_SP_SET: FOUNDATION
 BJ0346_STAMPING: 1 CDL 1969
 BJ0346_MARK LOGO: USGS  
 BJ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0346+STABILITY: SURFACE MOTION
 BJ0346
 BJ0346  HISTORY     - Date     Condition        Report By
 BJ0346  HISTORY     - 1969     MONUMENTED       USGS
 BJ0346  HISTORY     - 1976     GOOD             NGS
 BJ0346  HISTORY     - 1986     GOOD             NGS
 BJ0346
 BJ0346                          STATION DESCRIPTION
 BJ0346
 BJ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0346'9.1 MI WEST FROM KROTZ SPRINGS.
 BJ0346'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0346'OFFICE AT KROTZ SPRINGS, THENCE 2.3 MILES SOUTH ALONG THE TOP OF THE
 BJ0346'WEST ATCHAFALAYA FLOODWAY LEVEE, SET IN TOP OF THE NORTHEAST CORNER OF
 BJ0346'A  SHAPED CONCRETE ANCHOR FOUNDATION FOR A STEEL CABLE LINE RUNNING
 BJ0346'ACROSS THE COURTABLEAU BAYOU, 199.5 FT. WEST OF THE CENTER LINE OF THE
 BJ0346'STATION, 1.0 FT. SOUTHWEST OF THE NORTHEAST CORNER OF FOUNDATION.
 BJ0346
 BJ0346                          STATION RECOVERY (1986)
 BJ0346
 BJ0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0448 ***********************************************************************
 BJ0448  DESIGNATION -  1 CHA
 BJ0448  PID         -  BJ0448
 BJ0448  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0448  USGS QUAD   -  ELM PARK (1994)
 BJ0448
 BJ0448                         *CURRENT SURVEY CONTROL
 BJ0448  ___________________________________________________________________
 BJ0448* NAD 83(1986)-  30 46 23.     (N)    091 19 43.     (W)     SCALED    
 BJ0448* NAVD 88     -        39.489  (meters)     129.56   (feet)  ADJUSTED  
 BJ0448  ___________________________________________________________________
 BJ0448  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0448  DYNAMIC HT  -          39.438 (meters)     129.39  (feet)  COMP
 BJ0448  MODELED GRAV-     979,357.2   (mgal)                       NAVD 88
 BJ0448
 BJ0448  VERT ORDER  -  FIRST     CLASS I
 BJ0448
 BJ0448.The horizontal coordinates were scaled from a topographic map and have
 BJ0448.an estimated accuracy of +/- 6 seconds.
 BJ0448
 BJ0448.The orthometric height was determined by differential leveling
 BJ0448.and adjusted by the National Geodetic Survey in February 1994..
 BJ0448
 BJ0448.The geoid height was determined by GEOID03.
 BJ0448
 BJ0448.The dynamic height is computed by dividing the NAVD 88
 BJ0448.geopotential number by the normal gravity value computed on the
 BJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0448.degrees latitude (g = 980.6199 gals.).
 BJ0448
 BJ0448.The modeled gravity was interpolated from observed gravity values.
 BJ0448
 BJ0448;                    North         East    Units  Estimated Accuracy
 BJ0448;SPC LA S     -   251,960.    1,000,450.      MT  (+/- 180 meters Scaled)
 BJ0448
 BJ0448                          SUPERSEDED SURVEY CONTROL
 BJ0448
 BJ0448  NGVD 29 (??/??/??)   39.474  (m)          129.51   (f) ADJUSTED    1 1
 BJ0448
 BJ0448.Superseded values are not recommended for survey control.
 BJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0448.See file dsdata.txt to determine how the superseded data were derived.
 BJ0448
 BJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ599056(NAD 83)
 BJ0448_MARKER: DD = SURVEY DISK
 BJ0448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0448_SP_SET: ROD DRIVEN TO REFUSAL
 BJ0448_STAMPING: CHA NO 1
 BJ0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0448
 BJ0448  HISTORY     - Date     Condition        Report By
 BJ0448  HISTORY     - UNK      MONUMENTED       LOCENG
 BJ0448  HISTORY     - 1976     GOOD             NGS
 BJ0448
 BJ0448                          STATION DESCRIPTION
 BJ0448
 BJ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0448'3.15 MI EAST FROM ST FRANCISVILLE.
 BJ0448'3.15 MILES EAST ALONG U.S. 61 FROM THE JUNCTION OF STATE HIGHWAY 10
 BJ0448'AT ST. FRANCISVILLE, AT THE JUNCTION OF AN ASPHALT ROAD LEADING
 BJ0448'SOUTHWEST, 233 FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0448'106 FT NORTHWEST OF THE CENTER LINE OF THE ASPHALT ROAD, 23 FT SOUTH
 BJ0448'OF FIRST POWER LINE POLE SOUTHWEST OF THE HIGHWAY PROTECTED
 BJ0448'BY A 3X3 FT IRON PIPE GUARD FENCE.  A DISK ON THE TOP OF A ROD
 BJ0448'ROD DRIVEN TO REFUSAL.ESTABLISHED BY C. HODGES AND ASSOC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2070 ***********************************************************************
 BJ2070  DESIGNATION -  1 CHICOTT PASS
 BJ2070  PID         -  BJ2070
 BJ2070  STATE/COUNTY-  LA/ST MARTIN
 BJ2070  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2070
 BJ2070                         *CURRENT SURVEY CONTROL
 BJ2070  ___________________________________________________________________
 BJ2070* NAD 83(1986)-  30 06 41.     (N)    091 28 50.     (W)     SCALED    
 BJ2070* NAVD 88     -         3.00   (+/-2cm)       9.8    (feet)  VERTCON   
 BJ2070  ___________________________________________________________________
 BJ2070  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ2070
 BJ2070  VERT ORDER  -  ? (See Below)
 BJ2070
 BJ2070.The horizontal coordinates were scaled from a topographic map and have
 BJ2070.an estimated accuracy of +/- 6 seconds.
 BJ2070
 BJ2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2070.The vertical order pertains to the NGVD 29 superseded value.
 BJ2070
 BJ2070.The geoid height was determined by GEOID03.
 BJ2070
 BJ2070;                    North         East    Units  Estimated Accuracy
 BJ2070;SPC LA S     -   178,620.      985,810.      MT  (+/- 180 meters Scaled)
 BJ2070
 BJ2070                          SUPERSEDED SURVEY CONTROL
 BJ2070
 BJ2070  NGVD 29 (??/??/??)    3.029  (m)            9.94   (f) ADJUSTED    ?  
 BJ2070
 BJ2070.Superseded values are not recommended for survey control.
 BJ2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2070.See file dsdata.txt to determine how the superseded data were derived.
 BJ2070
 BJ2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP463321(NAD 83)
 BJ2070_MARKER: N = NAIL
 BJ2070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2070_SP_SET: TREE
 BJ2070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2070
 BJ2070  HISTORY     - Date     Condition        Report By
 BJ2070  HISTORY     - UNK      MONUMENTED       DOD
 BJ2070  HISTORY     - 1936     GOOD             DOD
 BJ2070
 BJ2070                          STATION DESCRIPTION
 BJ2070
 BJ2070'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2070'3.7 MI SE FROM BAYOU CHENE.
 BJ2070'ABOUT 3.7 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2070'MARTIN PARISH, ON THE WEST BANK OF LAKE CHICOT, AT STATION 24+97 OF
 BJ2070'THE CHICOT PASS CHANNEL BASE LINE, ABOUT 2,500 FEET SOUTH OF ITS HEAD,
 BJ2070'OPPOSITE THE NORTH END OF THE LARGE ISLAND AT THE CONFLUENCE OF COON
 BJ2070'TRAP CHUTE AND SORREL BAY, ABOUT 500 FEET BELOW THE CHUTE, ABOUT 100
 BJ2070'FEET WEST OF THE CHUTE, IN A 5-INCH WILLOW TREE, AND ABOUT 1.5 FEET
 BJ2070'HIGHER THAN THE GROUND.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1534 ***********************************************************************
 CP1534  DESIGNATION -  1 DIETZE BOLT
 CP1534  PID         -  CP1534
 CP1534  STATE/COUNTY-  LA/MADISON
 CP1534  USGS QUAD   -  BEDFORD (1963)
 CP1534
 CP1534                         *CURRENT SURVEY CONTROL
 CP1534  ___________________________________________________________________
 CP1534* NAD 83(1986)-  32 14 31.     (N)    091 00 12.     (W)     SCALED    
 CP1534* NAVD 88     -        26.08   (+/-2cm)      85.6    (feet)  VERTCON   
 CP1534  ___________________________________________________________________
 CP1534  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1534
 CP1534  VERT ORDER  -  ? (See Below)
 CP1534
 CP1534.The horizontal coordinates were scaled from a topographic map and have
 CP1534.an estimated accuracy of +/- 6 seconds.
 CP1534
 CP1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1534.The vertical order pertains to the NGVD 29 superseded value.
 CP1534
 CP1534.The geoid height was determined by GEOID03.
 CP1534
 CP1534;                    North         East    Units  Estimated Accuracy
 CP1534;SPC LA N     -   194,110.    1,141,040.      MT  (+/- 180 meters Scaled)
 CP1534
 CP1534                          SUPERSEDED SURVEY CONTROL
 CP1534
 CP1534  NGVD 29 (??/??/92)   26.110  (m)           85.66   (f) ADJ UNCH    ?  
 CP1534
 CP1534.Superseded values are not recommended for survey control.
 CP1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1534.See file dsdata.txt to determine how the superseded data were derived.
 CP1534
 CP1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR881690(NAD 83)
 CP1534_MARKER: B = BOLT
 CP1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1534_SP_SET: CONCRETE BLOCK
 CP1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1534
 CP1534  HISTORY     - Date     Condition        Report By
 CP1534  HISTORY     - UNK      MONUMENTED       DOD
 CP1534  HISTORY     - 1934     GOOD             DOD
 CP1534
 CP1534                          STATION DESCRIPTION
 CP1534
 CP1534'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1534'7.0 MI E FROM KING.
 CP1534'ABOUT 7 MILES EAST ALONG THE LEVEE FROM KING.  P.B.M. IS CONCRETE
 CP1534'BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI RIVER
 CP1534'IN MADISON PARISH, LA., ABOUT 1-1/2 MILES BELOW SECOND NEW ORLEANS
 CP1534'ENGINEER AND VICKSBURG ENGINEER DISTRICTS BOUNDARY LINE ON BEDFORD
 CP1534'PLANTATION, ON TOP OF RIDGE IN OPEN FIELD.  163 METERS LANDSIDE OF
 CP1534'CENTER LINE OF LEVEE, ABOUT 225 METERS DOWNSTREAM FROM OLD SAWMILL
 CP1534'SITE AND 60 METERS N.W. OF FORK IN PLANTATION ROAD. NOTE-- WITNESSES -
 CP1534'N.E. GABLE OF HOUSE 94 DEG 224 METERS.  S.W. GABLE OF HOUSE 211 DEG.
 CP1534'159 METERS.  TOP OF CAP 18 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1533 ***********************************************************************
 CP1533  DESIGNATION -  1 DIETZE CAP
 CP1533  PID         -  CP1533
 CP1533  STATE/COUNTY-  LA/MADISON
 CP1533  USGS QUAD   -  BEDFORD (1963)
 CP1533
 CP1533                         *CURRENT SURVEY CONTROL
 CP1533  ___________________________________________________________________
 CP1533* NAD 83(1986)-  32 14 31.     (N)    091 00 12.     (W)     SCALED    
 CP1533* NAVD 88     -        27.31   (+/-2cm)      89.6    (feet)  VERTCON   
 CP1533  ___________________________________________________________________
 CP1533  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1533
 CP1533  VERT ORDER  -  ? (See Below)
 CP1533
 CP1533.The horizontal coordinates were scaled from a topographic map and have
 CP1533.an estimated accuracy of +/- 6 seconds.
 CP1533
 CP1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1533.The vertical order pertains to the NGVD 29 superseded value.
 CP1533
 CP1533.The geoid height was determined by GEOID03.
 CP1533
 CP1533;                    North         East    Units  Estimated Accuracy
 CP1533;SPC LA N     -   194,110.    1,141,040.      MT  (+/- 180 meters Scaled)
 CP1533
 CP1533                          SUPERSEDED SURVEY CONTROL
 CP1533
 CP1533  NGVD 29 (??/??/92)   27.339  (m)           89.69   (f) ADJ UNCH    ?  
 CP1533
 CP1533.Superseded values are not recommended for survey control.
 CP1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1533.See file dsdata.txt to determine how the superseded data were derived.
 CP1533
 CP1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR881690(NAD 83)
 CP1533_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1533_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1533
 CP1533  HISTORY     - Date     Condition        Report By
 CP1533  HISTORY     - UNK      MONUMENTED       DOD
 CP1533  HISTORY     - 1934     GOOD             DOD
 CP1533
 CP1533                          STATION DESCRIPTION
 CP1533
 CP1533'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1533'7.0 MI E FROM KING.
 CP1533'ABOUT 7 MILES EAST ALONG THE LEVEE FROM KING.  P.B.M. IS CONCRETE
 CP1533'BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI RIVER
 CP1533'IN MADISON PARISH, LA., ABOUT 1-1/2 MILES BELOW SECOND NEW ORLEANS
 CP1533'ENGINEER AND VICKSBURG ENGINEER DISTRICTS BOUNDARY LINE ON BEDFORD
 CP1533'PLANTATION, ON TOP OF RIDGE IN OPEN FIELD.  163 METERS LANDSIDE OF
 CP1533'CENTER LINE OF LEVEE, ABOUT 225 METERS DOWNSTREAM FROM OLD SAWMILL
 CP1533'SITE AND 60 METERS N.W. OF FORK IN PLANTATION ROAD. NOTE-- WITNESSES -
 CP1533'N.E. GABLE OF HOUSE 94 DEG. 224 METERS.  S.W. GABLE OF HOUSE 211 DEG.
 CP1533'159 METERS.  TOP OF CAP 18 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0239 ***********************************************************************
 BJ0239  DESIGNATION -  1 EABPL
 BJ0239  PID         -  BJ0239
 BJ0239  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0239  USGS QUAD   -  MELVILLE (1994)
 BJ0239
 BJ0239                         *CURRENT SURVEY CONTROL
 BJ0239  ___________________________________________________________________
 BJ0239* NAD 83(1986)-  30 44 24.     (N)    091 37 35.     (W)     SCALED    
 BJ0239* NAVD 88     -        10.669  (meters)      35.00   (feet)  ADJUSTED  
 BJ0239  ___________________________________________________________________
 BJ0239  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0239  DYNAMIC HT  -          10.655 (meters)      34.96  (feet)  COMP
 BJ0239  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 BJ0239
 BJ0239  VERT ORDER  -  FIRST     CLASS I
 BJ0239
 BJ0239.The horizontal coordinates were scaled from a topographic map and have
 BJ0239.an estimated accuracy of +/- 6 seconds.
 BJ0239
 BJ0239.The orthometric height was determined by differential leveling
 BJ0239.and adjusted by the National Geodetic Survey in February 1994..
 BJ0239
 BJ0239.The geoid height was determined by GEOID03.
 BJ0239
 BJ0239.The dynamic height is computed by dividing the NAVD 88
 BJ0239.geopotential number by the normal gravity value computed on the
 BJ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0239.degrees latitude (g = 980.6199 gals.).
 BJ0239
 BJ0239.The modeled gravity was interpolated from observed gravity values.
 BJ0239
 BJ0239;                    North         East    Units  Estimated Accuracy
 BJ0239;SPC LA S     -   248,330.      971,940.      MT  (+/- 180 meters Scaled)
 BJ0239
 BJ0239                          SUPERSEDED SURVEY CONTROL
 BJ0239
 BJ0239  NGVD 29 (??/??/??)   10.663  (m)           34.98   (f) ADJUSTED    1 1
 BJ0239
 BJ0239.Superseded values are not recommended for survey control.
 BJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0239.See file dsdata.txt to determine how the superseded data were derived.
 BJ0239
 BJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ314015(NAD 83)
 BJ0239_MARKER: Z = SEE DESCRIPTION
 BJ0239_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0239_SP_SET: 87 FT IRON PIPE
 BJ0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0239
 BJ0239  HISTORY     - Date     Condition        Report By
 BJ0239  HISTORY     - 1976     MONUMENTED       USE
 BJ0239  HISTORY     - 1976     GOOD             NGS
 BJ0239
 BJ0239                          STATION DESCRIPTION
 BJ0239
 BJ0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0239'2.5 MI WEST FROM MORGANZA.
 BJ0239'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0239'HIGHWAY 10, THENCE 1.7 MILES WEST ALONG A LEVEE ROAD, AT THE
 BJ0239'CROSSING OF A CATTLEGUARD, 141 FT SOUTH OF THE CENTER LINE OF THE
 BJ0239'ROAD, 135 FT SOUTH OF THE SOUTHWEST CORNER OF THE CATTLEGUARD,
 BJ0239'58.0 FT WEST OF A FENCE, 61 FT WEST OF THE NORTH END OF A GATE,
 BJ0239'A 1-INCH IRON PIPE WITH A CAP DRIVEN TO A DEPTH OF 87 FT ENCASED IN
 BJ0239'A 2-INCH IRON PIPE BORED TO A DEPTH OF 63 FT WITH A 3-INCH SCREW
 BJ0239'CAP FOR ACCESS, THE SCREW CAP PROJECTS 20-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0029 ***********************************************************************
 BW0029  DESIGNATION -  1 GDS USGS
 BW0029  PID         -  BW0029
 BW0029  STATE/COUNTY-  LA/POINTE COUPEE
 BW0029  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0029
 BW0029                         *CURRENT SURVEY CONTROL
 BW0029  ___________________________________________________________________
 BW0029* NAD 83(1986)-  31 00 10.     (N)    091 40 28.     (W)     SCALED    
 BW0029* NAVD 88     -        21.585  (meters)      70.82   (feet)  ADJUSTED  
 BW0029  ___________________________________________________________________
 BW0029  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BW0029  DYNAMIC HT  -          21.558 (meters)      70.73  (feet)  COMP
 BW0029  MODELED GRAV-     979,390.4   (mgal)                       NAVD 88
 BW0029
 BW0029  VERT ORDER  -  FIRST     CLASS I
 BW0029
 BW0029.The horizontal coordinates were scaled from a topographic map and have
 BW0029.an estimated accuracy of +/- 6 seconds.
 BW0029
 BW0029.The orthometric height was determined by differential leveling
 BW0029.and adjusted by the National Geodetic Survey in February 1994..
 BW0029
 BW0029.The geoid height was determined by GEOID03.
 BW0029
 BW0029.The dynamic height is computed by dividing the NAVD 88
 BW0029.geopotential number by the normal gravity value computed on the
 BW0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0029.degrees latitude (g = 980.6199 gals.).
 BW0029
 BW0029.The modeled gravity was interpolated from observed gravity values.
 BW0029
 BW0029;                    North         East    Units  Estimated Accuracy
 BW0029;SPC LA S     -   277,480.      967,420.      MT  (+/- 180 meters Scaled)
 BW0029
 BW0029                          SUPERSEDED SURVEY CONTROL
 BW0029
 BW0029  NAVD 88 (06/15/91)   21.611  (m)           70.90   (f) UNKNOWN     1 1
 BW0029  NGVD 29 (??/??/??)   21.566  (m)           70.75   (f) ADJUSTED    1 1
 BW0029
 BW0029.Superseded values are not recommended for survey control.
 BW0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0029.See file dsdata.txt to determine how the superseded data were derived.
 BW0029
 BW0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ265306(NAD 83)
 BW0029_MARKER: DD = SURVEY DISK
 BW0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0029_SP_SET: BRIDGE
 BW0029_STAMPING: 1 GDS 1964
 BW0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0029
 BW0029  HISTORY     - Date     Condition        Report By
 BW0029  HISTORY     - 1964     MONUMENTED       USGS
 BW0029  HISTORY     - 1966     GOOD             NGS
 BW0029  HISTORY     - 1976     GOOD             NGS
 BW0029  HISTORY     - 20050317 GOOD             USPSQD
 BW0029
 BW0029                          STATION DESCRIPTION
 BW0029
 BW0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0029'IN OLD RIVER LOCKS.
 BW0029'AT OLD RIVER LOCKS, 20 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 BW0029'HIGHWAY 15, 130 FEET NORTHEAST OF THE CENTER LINE OF A PAVED ROAD
 BW0029'LEADING TO THE U.S. COPRS OF ENGINEERS OFFICE NUMBER 666, SET IN THE
 BW0029'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE
 BW0029'BRIDGE AT OLD RIVER LOCKS, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 BW0029'HIGHWAY.  NOTE-- THIS BENCH MARK IS ABOUT 0.9 MILE NORTHEAST OF BENCH
 BW0029'MARK D 208 WHICH IS 0.25 MILE NORTHWEST OF THE MT. CARMEL CHURCH AT
 BW0029'TORRAS.
 BW0029
 BW0029                          STATION RECOVERY (1976)
 BW0029
 BW0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0029'1.0 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0029'HIGHWAY 418 AT TORRAS, AT OLD RIVER LOCK, 20 FT. SOUTHEAST OF THE
 BW0029'CENTER LINE OF THE HIGHWAY, SET IN TOP OF THE SOUTHEAST END OF THE
 BW0029'SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE AT OLD RIVER LOCKS, 130 FT.
 BW0029'NORTHEAST OF THE CENTER LINE OF A ASPHALT ROAD LEADING SOUTHEAST TO
 BW0029'THE CORPS OF ENGINEERS OFFICE, 2 FT. NORTHWEST OF THE SOUTHEAST END OF
 BW0029'THE ABUTMENT.
 BW0029
 BW0029                          STATION RECOVERY (2005)
 BW0029
 BW0029'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3497 ***********************************************************************
 BJ3497  DESIGNATION -  1 LAP USGS
 BJ3497  PID         -  BJ3497
 BJ3497  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3497  USGS QUAD   -  PRIDE (1980)
 BJ3497
 BJ3497                         *CURRENT SURVEY CONTROL
 BJ3497  ___________________________________________________________________
 BJ3497* NAD 83(1986)-  30 44 52.     (N)    090 58 06.     (W)     SCALED    
 BJ3497* NAVD 88     -        50.922  (meters)     167.07   (feet)  ADJUSTED  
 BJ3497  ___________________________________________________________________
 BJ3497  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3497  DYNAMIC HT  -          50.856 (meters)     166.85  (feet)  COMP
 BJ3497  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BJ3497
 BJ3497  VERT ORDER  -  SECOND    CLASS I
 BJ3497
 BJ3497.The horizontal coordinates were scaled from a topographic map and have
 BJ3497.an estimated accuracy of +/- 6 seconds.
 BJ3497
 BJ3497.The orthometric height was determined by differential leveling
 BJ3497.and adjusted by the National Geodetic Survey in February 1994..
 BJ3497
 BJ3497.The geoid height was determined by GEOID03.
 BJ3497
 BJ3497.The dynamic height is computed by dividing the NAVD 88
 BJ3497.geopotential number by the normal gravity value computed on the
 BJ3497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3497.degrees latitude (g = 980.6199 gals.).
 BJ3497
 BJ3497.The modeled gravity was interpolated from observed gravity values.
 BJ3497
 BJ3497;                    North         East    Units  Estimated Accuracy
 BJ3497;SPC LA S     -   249,220.    1,034,950.      MT  (+/- 180 meters Scaled)
 BJ3497
 BJ3497                          SUPERSEDED SURVEY CONTROL
 BJ3497
 BJ3497.No superseded survey control is available for this station.
 BJ3497
 BJ3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ944034(NAD 83)
 BJ3497_MARKER: DB = BENCH MARK DISK
 BJ3497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3497_SP_SET: CONCRETE POST
 BJ3497_STAMPING: 1 LAP 1977
 BJ3497_MARK LOGO: USGS  
 BJ3497_PROJECTION: FLUSH
 BJ3497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3497+STABILITY: SURFACE MOTION
 BJ3497
 BJ3497  HISTORY     - Date     Condition        Report By
 BJ3497  HISTORY     - 1977     MONUMENTED       USGS
 BJ3497  HISTORY     - 1983     GOOD             LADTD
 BJ3497
 BJ3497                          STATION DESCRIPTION
 BJ3497
 BJ3497'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3497'6.9 KM (4.3 MI) NORTH FROM PRIDE.
 BJ3497'ABOUT 6.9 KM (4.3 MILES) NORTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3497'OFFICE IN PRIDE TO THE BENCH MARK ON THE LEFT NEAR THE NORTHEAST
 BJ3497'CORNER OF A CEMETERY, 14.9 METERS (49 FEET) WEST-NORTHWEST FROM THE
 BJ3497'CENTER OF HIGHWAY 409, 5.3 METERS (17.5 FEET) NORTH-NORTHEAST OF AN
 BJ3497'18-INCH PINE TREE, 0.5 METER (1.5 FEET) NORTHEAST OF THE NORTHEAST
 BJ3497'CORNER OF A HURRICANE FENCE SURROUNDING CEMETERY.
 BJ3497'THE MARK IS 0.30 METERS  ESE FROM A WITNESS POST.
 BJ3497'THE MARK IS 0.61 M BELOW HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2069 ***********************************************************************
 BJ2069  DESIGNATION -  1 R 15
 BJ2069  PID         -  BJ2069
 BJ2069  STATE/COUNTY-  LA/ST MARTIN
 BJ2069  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2069
 BJ2069                         *CURRENT SURVEY CONTROL
 BJ2069  ___________________________________________________________________
 BJ2069* NAD 83(1986)-  30 07 06.     (N)    091 29 07.     (W)     SCALED    
 BJ2069* NAVD 88     -         2.74   (+/-2cm)       9.0    (feet)  VERTCON   
 BJ2069  ___________________________________________________________________
 BJ2069  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ2069
 BJ2069  VERT ORDER  -  ? (See Below)
 BJ2069
 BJ2069.The horizontal coordinates were scaled from a topographic map and have
 BJ2069.an estimated accuracy of +/- 6 seconds.
 BJ2069
 BJ2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2069.The vertical order pertains to the NGVD 29 superseded value.
 BJ2069
 BJ2069.The geoid height was determined by GEOID03.
 BJ2069
 BJ2069;                    North         East    Units  Estimated Accuracy
 BJ2069;SPC LA S     -   179,390.      985,360.      MT  (+/- 180 meters Scaled)
 BJ2069
 BJ2069                          SUPERSEDED SURVEY CONTROL
 BJ2069
 BJ2069  NGVD 29 (??/??/??)    2.770  (m)            9.09   (f) ADJUSTED    ?  
 BJ2069
 BJ2069.Superseded values are not recommended for survey control.
 BJ2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2069.See file dsdata.txt to determine how the superseded data were derived.
 BJ2069
 BJ2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP459328(NAD 83)
 BJ2069_MARKER: S = SPIKE
 BJ2069_SETTING: 0 = UNSPECIFIED SETTING
 BJ2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2069
 BJ2069  HISTORY     - Date     Condition        Report By
 BJ2069  HISTORY     - UNK      MONUMENTED       DOD
 BJ2069  HISTORY     - 1936     GOOD             DOD
 BJ2069
 BJ2069                          STATION DESCRIPTION
 BJ2069
 BJ2069'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2069'3.2 MI SE FROM BAYOU CHENE.
 BJ2069'ABOUT 3.2 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, SAINT
 BJ2069'MARTIN PARISH, IN SEC. 7, T. 11 S., R. 10 E., ABOUT 4,500 FEET EAST OF
 BJ2069'DEAD MAN BAYOU, ABOUT 1,000 FEET BELOW AND ACROSS THE LAKE FROM THE
 BJ2069'ROLAND BOREL HOUSE.  10 FEET SOUTHEAST OF P.B.M. KAPPA (U.S.E.),
 BJ2069'DESCRIBED ABOVE, IN THE TRUNK OF AN 8-INCH WILLOW TREE, AND ABOUT 0.1
 BJ2069'FOOT HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1386 ***********************************************************************
 CQ1386  DESIGNATION -  1 SES
 CQ1386  PID         -  CQ1386
 CQ1386  STATE/COUNTY-  LA/WEBSTER
 CQ1386  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1386
 CQ1386                         *CURRENT SURVEY CONTROL
 CQ1386  ___________________________________________________________________
 CQ1386* NAD 83(1986)-  32 39 58.     (N)    093 19 18.     (W)     SCALED    
 CQ1386* NAVD 88     -        54.910  (meters)     180.15   (feet)  ADJUSTED  
 CQ1386  ___________________________________________________________________
 CQ1386  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ1386  DYNAMIC HT  -          54.848 (meters)     179.95  (feet)  COMP
 CQ1386  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CQ1386
 CQ1386  VERT ORDER  -  SECOND    CLASS 0
 CQ1386
 CQ1386.The horizontal coordinates were scaled from a topographic map and have
 CQ1386.an estimated accuracy of +/- 6 seconds.
 CQ1386
 CQ1386.The orthometric height was determined by differential leveling
 CQ1386.and adjusted by the National Geodetic Survey in June 1991..
 CQ1386
 CQ1386.The geoid height was determined by GEOID03.
 CQ1386
 CQ1386.The dynamic height is computed by dividing the NAVD 88
 CQ1386.geopotential number by the normal gravity value computed on the
 CQ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1386.degrees latitude (g = 980.6199 gals.).
 CQ1386
 CQ1386.The modeled gravity was interpolated from observed gravity values.
 CQ1386
 CQ1386;                    North         East    Units  Estimated Accuracy
 CQ1386;SPC LA N     -   240,470.      922,930.      MT  (+/- 180 meters Scaled)
 CQ1386
 CQ1386                          SUPERSEDED SURVEY CONTROL
 CQ1386
 CQ1386  NGVD 29 (??/??/??)   54.972  (m)          180.35   (f) ADJUSTED    2 0
 CQ1386
 CQ1386.Superseded values are not recommended for survey control.
 CQ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1386.See file dsdata.txt to determine how the superseded data were derived.
 CQ1386
 CQ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS698143(NAD 83)
 CQ1386_MARKER: DD = SURVEY DISK
 CQ1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1386_STAMPING: NO 1
 CQ1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1386+STABILITY: SURFACE MOTION
 CQ1386
 CQ1386  HISTORY     - Date     Condition        Report By
 CQ1386  HISTORY     - UNK      MONUMENTED       LOCSUR
 CQ1386  HISTORY     - 1934     GOOD             CGS
 CQ1386
 CQ1386                          STATION DESCRIPTION
 CQ1386
 CQ1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1386'4.2 MI N FROM MINDEN.
 CQ1386'ABOUT 4.2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1386'MINDEN, WEBSTER PARISH, ABOUT 25 POLES SOUTH OF MILEPOST 73, AT A ROAD
 CQ1386'CROSSING, ABOUT 78 YARDS SOUTHWEST OF THE TRACK, ABOUT 17 YARDS WEST
 CQ1386'OF STATE HIGHWAY 185, AND IN THE EDGE OF THE PINE TREES.  A SOIL
 CQ1386'EROSION SERVICE STANDARD DISK, STAMPED NO 1 AND SET IN THE TOP OF A
 CQ1386'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0521 ***********************************************************************
 BK0521  DESIGNATION -  1 V 100 LADTD
 BK0521  PID         -  BK0521
 BK0521  STATE/COUNTY-  LA/ACADIA
 BK0521  USGS QUAD   -  RICHARD (1983)
 BK0521
 BK0521                         *CURRENT SURVEY CONTROL
 BK0521  ___________________________________________________________________
 BK0521* NAD 83(1986)-  30 26 37.     (N)    092 16 05.     (W)     SCALED    
 BK0521* NAVD 88     -        14.77   (+/-2cm)      48.5    (feet)  VERTCON   
 BK0521  ___________________________________________________________________
 BK0521  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK0521
 BK0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0521
 BK0521.The horizontal coordinates were scaled from a topographic map and have
 BK0521.an estimated accuracy of +/- 6 seconds.
 BK0521
 BK0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0521.The vertical order pertains to the NGVD 29 superseded value.
 BK0521
 BK0521.The geoid height was determined by GEOID03.
 BK0521
 BK0521;                    North         East    Units  Estimated Accuracy
 BK0521;SPC LA S     -   215,810.      910,220.      MT  (+/- 180 meters Scaled)
 BK0521
 BK0521                          SUPERSEDED SURVEY CONTROL
 BK0521
 BK0521  NGVD 29 (??/??/??)   14.732  (m)           48.33   (f) ADJUSTED    2 0
 BK0521
 BK0521.Superseded values are not recommended for survey control.
 BK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0521.See file dsdata.txt to determine how the superseded data were derived.
 BK0521
 BK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP702681(NAD 83)
 BK0521_MARKER: DD = SURVEY DISK
 BK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0521_STAMPING: 1V100 1969
 BK0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0521+STABILITY: SURFACE MOTION
 BK0521
 BK0521  HISTORY     - Date     Condition        Report By
 BK0521  HISTORY     - 1969     MONUMENTED       LADTD
 BK0521
 BK0521                          STATION DESCRIPTION
 BK0521
 BK0521'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0521'4.90 MI NW FROM CHURCH POINT.
 BK0521'ABOUT 0.20 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 95 AND 35 (NORTH
 BK0521'MAIN STREET) FROM THE TEXAS AND PACIFIC RAILROAD STATION IN CHURCH
 BK0521'POINT TO THE JUNCTION OF LOUISIANA HIGHWAYS 95 AND 35.  THENCE ABOUT
 BK0521'4.70 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 95.  IN SECTION 16, T7S,
 BK0521'R2E.  86.5 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 95, 63.6
 BK0521'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOOD FRAME RESIDENCE
 BK0521'BELONGING TO MRS. T.R. DAIGLE, 148.5 FEET EAST-NORTHEAST OF THE
 BK0521'NORTHEAST CORNER OF A WOOD FRAME BUILDING, 0.7 FOOT WEST OF A BARBED
 BK0521'WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 BK0521'THE GROUND.  THE MARK IS LOCATED 1.2 FEET NORTHWEST OF A STEEL WITNESS
 BK0521'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0522 ***********************************************************************
 BK0522  DESIGNATION -  1 V 101 LADTD
 BK0522  PID         -  BK0522
 BK0522  STATE/COUNTY-  LA/ACADIA
 BK0522  USGS QUAD   -  RICHARD (1983)
 BK0522
 BK0522                         *CURRENT SURVEY CONTROL
 BK0522  ___________________________________________________________________
 BK0522* NAD 83(1986)-  30 26 39.     (N)    092 16 54.     (W)     SCALED    
 BK0522* NAVD 88     -        15.46   (+/-2cm)      50.7    (feet)  VERTCON   
 BK0522  ___________________________________________________________________
 BK0522  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK0522
 BK0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0522
 BK0522.The horizontal coordinates were scaled from a topographic map and have
 BK0522.an estimated accuracy of +/- 6 seconds.
 BK0522
 BK0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0522.The vertical order pertains to the NGVD 29 superseded value.
 BK0522
 BK0522.The geoid height was determined by GEOID03.
 BK0522
 BK0522;                    North         East    Units  Estimated Accuracy
 BK0522;SPC LA S     -   215,880.      908,910.      MT  (+/- 180 meters Scaled)
 BK0522
 BK0522                          SUPERSEDED SURVEY CONTROL
 BK0522
 BK0522  NGVD 29 (??/??/??)   15.419  (m)           50.59   (f) ADJUSTED    2 0
 BK0522
 BK0522.Superseded values are not recommended for survey control.
 BK0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0522.See file dsdata.txt to determine how the superseded data were derived.
 BK0522
 BK0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP689682(NAD 83)
 BK0522_MARKER: DD = SURVEY DISK
 BK0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0522_STAMPING: 1V101 1969
 BK0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0522+STABILITY: SURFACE MOTION
 BK0522
 BK0522  HISTORY     - Date     Condition        Report By
 BK0522  HISTORY     - 1969     MONUMENTED       LADTD
 BK0522  HISTORY     - 20060524 MARK NOT FOUND   NGS
 BK0522
 BK0522                          STATION DESCRIPTION
 BK0522
 BK0522'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0522'5.70 MI NW FROM CHURCH POINT.
 BK0522'ABOUT 0.20 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 95 AND 35 (NORTH
 BK0522'MAIN STREET) FROM THE TEXAS AND PACIFIC RAILROAD STATION IN CHURCH
 BK0522'POINT TO THE JUNCTION OF LOUISIANA HIGHWAYS 95 AND 35.  THENCE ABOUT
 BK0522'5.50 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 95.  IN SECTION 17, T7S,
 BK0522'R2E.  47.8 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 95, 64.2
 BK0522'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE
 BK0522'WITH ASBESTOS SIDING BELONGING TO MRS. FRANCIS THIBODEAUX, 68.7 FEET
 BK0522'EAST OF THE CENTERLINE OF A SHELL DRIVEWAY, 71.6 FEET SOUTHEAST OF AN
 BK0522'8 INCH CEDAR TREE, 0.8 FOOT WEST OF A COMBINATION MESH AND BARBED WIRE
 BK0522'FENCE.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. THE
 BK0522'MARK IS LOCATED 1.0 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 BK0522
 BK0522                          STATION RECOVERY (2006)
 BK0522
 BK0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK0522'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0523 ***********************************************************************
 BK0523  DESIGNATION -  1 V 102 LADTD
 BK0523  PID         -  BK0523
 BK0523  STATE/COUNTY-  LA/ACADIA
 BK0523  USGS QUAD   -  RICHARD (1983)
 BK0523
 BK0523                         *CURRENT SURVEY CONTROL
 BK0523  ___________________________________________________________________
 BK0523* NAD 83(1986)-  30 26 39.     (N)    092 17 43.     (W)     SCALED    
 BK0523* NAVD 88     -        14.12   (+/-2cm)      46.3    (feet)  VERTCON   
 BK0523  ___________________________________________________________________
 BK0523  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK0523
 BK0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0523
 BK0523.The horizontal coordinates were scaled from a topographic map and have
 BK0523.an estimated accuracy of +/- 6 seconds.
 BK0523
 BK0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0523.The vertical order pertains to the NGVD 29 superseded value.
 BK0523
 BK0523.The geoid height was determined by GEOID03.
 BK0523
 BK0523;                    North         East    Units  Estimated Accuracy
 BK0523;SPC LA S     -   215,890.      907,610.      MT  (+/- 180 meters Scaled)
 BK0523
 BK0523                          SUPERSEDED SURVEY CONTROL
 BK0523
 BK0523  NGVD 29 (??/??/??)   14.083  (m)           46.20   (f) ADJUSTED    2 0
 BK0523
 BK0523.Superseded values are not recommended for survey control.
 BK0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0523.See file dsdata.txt to determine how the superseded data were derived.
 BK0523
 BK0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP676682(NAD 83)
 BK0523_MARKER: DD = SURVEY DISK
 BK0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0523_STAMPING: 1V102 1969
 BK0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0523+STABILITY: SURFACE MOTION
 BK0523
 BK0523  HISTORY     - Date     Condition        Report By
 BK0523  HISTORY     - 1969     MONUMENTED       LADTD
 BK0523  HISTORY     - 1983     GOOD             LADTD
 BK0523  HISTORY     - 19970604 GOOD             USPSQD
 BK0523  HISTORY     - 20060524 MARK NOT FOUND   NGS
 BK0523
 BK0523                          STATION DESCRIPTION
 BK0523
 BK0523'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0523'6.50 MI NW FROM CHURCH POINT.
 BK0523'ABOUT 0.20 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 95 AND 35 (NORTH
 BK0523'MAIN STREET) FROM THE TEXAS AND PACIFIC RAILROAD STATION IN CHURCH
 BK0523'POINT TO THE JUNCTION OF LOUISIANA HIGHWAYS 95 AND 35.  THENCE ABOUT
 BK0523'6.30 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 95.  IN SECTION 18, T7S,
 BK0523'R2E.  LOCATED AT A POINT WHERE LOUISIANA HIGHWAYS 95 AND 1105
 BK0523'INTERSECT.  80.5 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 95,
 BK0523'64.6 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 1105, 96.4 FEET
 BK0523'NORTH-NORTHWEST OF A POWER POLE, 1.6 FEET SOUTHEAST OF A BARBED WIRE
 BK0523'FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 BK0523'GROUND.  THE MARK IS LOCATED 1.1 FEET SOUTHEAST OF A STEEL WITNESS
 BK0523'POST.
 BK0523
 BK0523                          STATION RECOVERY (1983)
 BK0523
 BK0523'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BK0523'RECOVERED IN GOOD CONDITION.
 BK0523
 BK0523                          STATION RECOVERY (1997)
 BK0523
 BK0523'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK0523'RECOVERED IN GOOD CONDITION.
 BK0523
 BK0523                          STATION RECOVERY (2006)
 BK0523
 BK0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK0523'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0524 ***********************************************************************
 BK0524  DESIGNATION -  1 V 103 LADTD
 BK0524  PID         -  BK0524
 BK0524  STATE/COUNTY-  LA/ACADIA
 BK0524  USGS QUAD   -  RICHARD (1983)
 BK0524
 BK0524                         *CURRENT SURVEY CONTROL
 BK0524  ___________________________________________________________________
 BK0524* NAD 83(1986)-  30 27 29.     (N)    092 17 40.     (W)     SCALED    
 BK0524* NAVD 88     -        15.03   (+/-2cm)      49.3    (feet)  VERTCON   
 BK0524  ___________________________________________________________________
 BK0524  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK0524
 BK0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0524
 BK0524.The horizontal coordinates were scaled from a topographic map and have
 BK0524.an estimated accuracy of +/- 6 seconds.
 BK0524
 BK0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0524.The vertical order pertains to the NGVD 29 superseded value.
 BK0524
 BK0524.The geoid height was determined by GEOID03.
 BK0524
 BK0524;                    North         East    Units  Estimated Accuracy
 BK0524;SPC LA S     -   217,430.      907,700.      MT  (+/- 180 meters Scaled)
 BK0524
 BK0524                          SUPERSEDED SURVEY CONTROL
 BK0524
 BK0524  NGVD 29 (??/??/??)   14.997  (m)           49.20   (f) ADJUSTED    2 0
 BK0524
 BK0524.Superseded values are not recommended for survey control.
 BK0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0524.See file dsdata.txt to determine how the superseded data were derived.
 BK0524
 BK0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP677697(NAD 83)
 BK0524_MARKER: DD = SURVEY DISK
 BK0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0524_STAMPING: 1V103 1969
 BK0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0524+STABILITY: SURFACE MOTION
 BK0524
 BK0524  HISTORY     - Date     Condition        Report By
 BK0524  HISTORY     - 1969     MONUMENTED       LADTD
 BK0524  HISTORY     - 1983     GOOD             LADTD
 BK0524  HISTORY     - 19970604 MARK NOT FOUND   USPSQD
 BK0524  HISTORY     - 20060525 MARK NOT FOUND   NGS
 BK0524
 BK0524                          STATION DESCRIPTION
 BK0524
 BK0524'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0524'7.50 MI NW FROM CHURCH POINT.
 BK0524'ABOUT 0.20 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 95 AND 35 (NORTH
 BK0524'MAIN STREET) FROM THE TEXAS AND PACIFIC RAILROAD STATION IN CHURCH
 BK0524'POINT TO THE JUNCTION OF LOUISIANA HIGHWAYS 95 AND 35.  THENCE ABOUT
 BK0524'7.30 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 95.  IN SECTION 8, T7S,
 BK0524'R2E.  49.7 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 95, 53.8
 BK0524'FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING EAST, 1.3 FEET
 BK0524'WEST OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING
 BK0524'5 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.1 FEET WEST OF A
 BK0524'STEEL WITNESS POST.
 BK0524
 BK0524                          STATION RECOVERY (1983)
 BK0524
 BK0524'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BK0524'RECOVERED IN GOOD CONDITION.
 BK0524
 BK0524                          STATION RECOVERY (1997)
 BK0524
 BK0524'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK0524'MARK NOT FOUND.
 BK0524
 BK0524                          STATION RECOVERY (2006)
 BK0524
 BK0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK0524'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0525 ***********************************************************************
 BK0525  DESIGNATION -  1 V 104 LADTD
 BK0525  PID         -  BK0525
 BK0525  STATE/COUNTY-  LA/ACADIA
 BK0525  USGS QUAD   -  RICHARD (1983)
 BK0525
 BK0525                         *CURRENT SURVEY CONTROL
 BK0525  ___________________________________________________________________
 BK0525* NAD 83(1986)-  30 27 27.     (N)    092 18 32.     (W)     SCALED    
 BK0525* NAVD 88     -        15.12   (+/-2cm)      49.6    (feet)  VERTCON   
 BK0525  ___________________________________________________________________
 BK0525  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK0525
 BK0525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0525
 BK0525.The horizontal coordinates were scaled from a topographic map and have
 BK0525.an estimated accuracy of +/- 6 seconds.
 BK0525
 BK0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0525.The vertical order pertains to the NGVD 29 superseded value.
 BK0525
 BK0525.The geoid height was determined by GEOID03.
 BK0525
 BK0525;                    North         East    Units  Estimated Accuracy
 BK0525;SPC LA S     -   217,380.      906,310.      MT  (+/- 180 meters Scaled)
 BK0525
 BK0525                          SUPERSEDED SURVEY CONTROL
 BK0525
 BK0525  NGVD 29 (??/??/??)   15.079  (m)           49.47   (f) ADJUSTED    2 0
 BK0525
 BK0525.Superseded values are not recommended for survey control.
 BK0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0525.See file dsdata.txt to determine how the superseded data were derived.
 BK0525
 BK0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP663696(NAD 83)
 BK0525_MARKER: DD = SURVEY DISK
 BK0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0525_STAMPING: 1V104 1969
 BK0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0525+STABILITY: SURFACE MOTION
 BK0525
 BK0525  HISTORY     - Date     Condition        Report By
 BK0525  HISTORY     - 1969     MONUMENTED       LADTD
 BK0525  HISTORY     - 1983     GOOD             LADTD
 BK0525  HISTORY     - 19970604 GOOD             USPSQD
 BK0525  HISTORY     - 20060524 MARK NOT FOUND   NGS
 BK0525
 BK0525                          STATION DESCRIPTION
 BK0525
 BK0525'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0525'7.95 MI SE FROM EUNICE.
 BK0525'ABOUT 0.20 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 95 AND 35 (NORTH
 BK0525'MAIN STREET) FROM THE TEXAS AND PACIFIC RAILROAD STATION IN CHURCH
 BK0525'POINT TO THE JUNCTION OF LOUISIANA HIGHWAYS 95 AND 35.  THENCE ABOUT
 BK0525'8.25 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 95.  ABOUT 0.15 MILE
 BK0525'NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM THE SOUTHERN
 BK0525'PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION WITH US HIGHWAY
 BK0525'190.  THENCE ABOUT 4.20 MILES EAST ALONG US HIGHWAY 190 TO THE
 BK0525'INTERSECTION OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 95.  THENCE ABOUT
 BK0525'3.60 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 95.  IN SECTION 63, T7S,
 BK0525'R2E.  86.6 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 95, 34.7
 BK0525'FEET WEST OF THE SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING
 BK0525'TO WILLIE SATTLER, 37.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 BK0525'WOOD FRAME TIN GARAGE, 7.5 FEET SOUTH OF A 10 INCH TALLOW TREE, 0.5
 BK0525'FOOT WEST OF A CHAIN-LINK FENCE.  SET IN TOP OF A CONCRETE POST SET
 BK0525'FLUSH WITH THE GROUND.  THE MARK IS LOCATED 0.9 FOOT SOUTH OF A STEEL
 BK0525'WITNESS POST.
 BK0525
 BK0525                          STATION RECOVERY (1983)
 BK0525
 BK0525'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BK0525'RECOVERED IN GOOD CONDITION.
 BK0525
 BK0525                          STATION RECOVERY (1997)
 BK0525
 BK0525'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK0525'RECOVERED IN GOOD CONDITION.
 BK0525
 BK0525                          STATION RECOVERY (2006)
 BK0525
 BK0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK0525'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0526 ***********************************************************************
 BK0526  DESIGNATION -  1 V 105 LADTD
 BK0526  PID         -  BK0526
 BK0526  STATE/COUNTY-  LA/ACADIA
 BK0526  USGS QUAD   -  RICHARD (1983)
 BK0526
 BK0526                         *CURRENT SURVEY CONTROL
 BK0526  ___________________________________________________________________
 BK0526* NAD 83(1986)-  30 27 51.     (N)    092 19 02.     (W)     SCALED    
 BK0526* NAVD 88     -        13.41   (+/-2cm)      44.0    (feet)  VERTCON   
 BK0526  ___________________________________________________________________
 BK0526  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK0526
 BK0526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0526
 BK0526.The horizontal coordinates were scaled from a topographic map and have
 BK0526.an estimated accuracy of +/- 6 seconds.
 BK0526
 BK0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0526.The vertical order pertains to the NGVD 29 superseded value.
 BK0526
 BK0526.The geoid height was determined by GEOID03.
 BK0526
 BK0526;                    North         East    Units  Estimated Accuracy
 BK0526;SPC LA S     -   218,130.      905,520.      MT  (+/- 180 meters Scaled)
 BK0526
 BK0526                          SUPERSEDED SURVEY CONTROL
 BK0526
 BK0526  NGVD 29 (??/??/??)   13.373  (m)           43.87   (f) ADJUSTED    2 0
 BK0526
 BK0526.Superseded values are not recommended for survey control.
 BK0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0526.See file dsdata.txt to determine how the superseded data were derived.
 BK0526
 BK0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP655704(NAD 83)
 BK0526_MARKER: DD = SURVEY DISK
 BK0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0526_STAMPING: 1V105 1969
 BK0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0526+STABILITY: SURFACE MOTION
 BK0526
 BK0526  HISTORY     - Date     Condition        Report By
 BK0526  HISTORY     - 1969     MONUMENTED       LADTD
 BK0526  HISTORY     - 1983     GOOD             LADTD
 BK0526  HISTORY     - 20060525 MARK NOT FOUND   NGS
 BK0526
 BK0526                          STATION DESCRIPTION
 BK0526
 BK0526'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0526'7.20 MI SE FROM EUNICE.
 BK0526'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0526'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0526'WITH US HIGHWAY 190.  THENCE ABOUT 4.20 MILES EAST ALONG US HIGHWAY
 BK0526'190 TO THE INTERSECTION OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 95.
 BK0526'THENCE ABOUT 2.85 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 95.  IN
 BK0526'SECTION 50, T7S, R1E.  82.4 FEET SOUTHWEST OF THE CENTERLINE OF
 BK0526'LOUISIANA HIGHWAY 95, 39.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BK0526'WOOD FRAME RESIDENCE BELONGING TO WILLIE SATTLER, 17.7 FEET NORTHWEST
 BK0526'OF A 6 INCH OAK TREE, 0.9 FOOT SOUTHEAST OF A CHAIN-LINK FENCE. SET IN
 BK0526'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  THE MARK IS LOCATED
 BK0526'0.9 FOOT EAST OF A STEEL WITNESS POST.
 BK0526
 BK0526                          STATION RECOVERY (1983)
 BK0526
 BK0526'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BK0526'RECOVERED IN GOOD CONDITION.
 BK0526
 BK0526                          STATION RECOVERY (2006)
 BK0526
 BK0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK0526'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0527 ***********************************************************************
 BK0527  DESIGNATION -  1 V 106 LADTD
 BK0527  PID         -  BK0527
 BK0527  STATE/COUNTY-  LA/ACADIA
 BK0527  USGS QUAD   -  RICHARD (1983)
 BK0527
 BK0527                         *CURRENT SURVEY CONTROL
 BK0527  ___________________________________________________________________
 BK0527* NAD 83(1986)-  30 28 28.     (N)    092 19 40.     (W)     SCALED    
 BK0527* NAVD 88     -        14.18   (+/-2cm)      46.5    (feet)  VERTCON   
 BK0527  ___________________________________________________________________
 BK0527  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK0527
 BK0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0527
 BK0527.The horizontal coordinates were scaled from a topographic map and have
 BK0527.an estimated accuracy of +/- 6 seconds.
 BK0527
 BK0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0527.The vertical order pertains to the NGVD 29 superseded value.
 BK0527
 BK0527.The geoid height was determined by GEOID03.
 BK0527
 BK0527;                    North         East    Units  Estimated Accuracy
 BK0527;SPC LA S     -   219,270.      904,510.      MT  (+/- 180 meters Scaled)
 BK0527
 BK0527                          SUPERSEDED SURVEY CONTROL
 BK0527
 BK0527  NGVD 29 (??/??/??)   14.140  (m)           46.39   (f) ADJUSTED    2 0
 BK0527
 BK0527.Superseded values are not recommended for survey control.
 BK0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0527.See file dsdata.txt to determine how the superseded data were derived.
 BK0527
 BK0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP645715(NAD 83)
 BK0527_MARKER: DD = SURVEY DISK
 BK0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0527_SP_SET: SIDEWALK
 BK0527_STAMPING: 1V106 1969
 BK0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0527
 BK0527  HISTORY     - Date     Condition        Report By
 BK0527  HISTORY     - 1969     MONUMENTED       LADTD
 BK0527  HISTORY     - 1983     GOOD             LADTD
 BK0527
 BK0527                          STATION DESCRIPTION
 BK0527
 BK0527'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0527'6.25 MI SE FROM EUNICE.
 BK0527'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0527'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0527'WITH US HIGHWAY 190.  THENCE ABOUT 4.20 MILES EAST ALONG US HIGHWAY
 BK0527'190 TO THE INTERSECTION OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 95.
 BK0527'THENCE ABOUT 1.90 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 95. LOCATED
 BK0527'IN THE SIDEWALK ON THE NORTHWEST CORNER OF A CONCRETE BRIDGE OVER
 BK0527'BAYOU MALLET ON LOUISIANA HIGHWAY 95, 13.4 FEET SOUTHWEST OF THE
 BK0527'CENTERLINE OF LOUISIANA HIGHWAY 95, 69.2 FEET SOUTHWEST OF A POWER
 BK0527'POLE.  SET FLUSH WITH THE SURFACE OF THE CONCRETE SIDEWALK.
 BK0527
 BK0527                          STATION RECOVERY (1983)
 BK0527
 BK0527'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BK0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0530 ***********************************************************************
 BK0530  DESIGNATION -  1 V 107 LADTD
 BK0530  PID         -  BK0530
 BK0530  STATE/COUNTY-  LA/ACADIA
 BK0530  USGS QUAD   -  RICHARD (1983)
 BK0530
 BK0530                         *CURRENT SURVEY CONTROL
 BK0530  ___________________________________________________________________
 BK0530* NAD 83(1986)-  30 26 36.     (N)    092 18 43.     (W)     SCALED    
 BK0530* NAVD 88     -        14.61   (+/-2cm)      47.9    (feet)  VERTCON   
 BK0530  ___________________________________________________________________
 BK0530  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK0530
 BK0530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0530
 BK0530.The horizontal coordinates were scaled from a topographic map and have
 BK0530.an estimated accuracy of +/- 6 seconds.
 BK0530
 BK0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0530.The vertical order pertains to the NGVD 29 superseded value.
 BK0530
 BK0530.The geoid height was determined by GEOID03.
 BK0530
 BK0530;                    North         East    Units  Estimated Accuracy
 BK0530;SPC LA S     -   215,810.      906,010.      MT  (+/- 180 meters Scaled)
 BK0530
 BK0530                          SUPERSEDED SURVEY CONTROL
 BK0530
 BK0530  NGVD 29 (??/??/??)   14.570  (m)           47.80   (f) ADJUSTED    2 0
 BK0530
 BK0530.Superseded values are not recommended for survey control.
 BK0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0530.See file dsdata.txt to determine how the superseded data were derived.
 BK0530
 BK0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP660681(NAD 83)
 BK0530_MARKER: DD = SURVEY DISK
 BK0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0530_STAMPING: 1V107 1969
 BK0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0530+STABILITY: SURFACE MOTION
 BK0530
 BK0530  HISTORY     - Date     Condition        Report By
 BK0530  HISTORY     - 1969     MONUMENTED       LADTD
 BK0530  HISTORY     - 20060524 MARK NOT FOUND   NGS
 BK0530
 BK0530                          STATION DESCRIPTION
 BK0530
 BK0530'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0530'1.50 MI NE FROM RICHARD.
 BK0530'ABOUT 0.50 MILE EAST ALONG LOUISIANA HIGHWAY 370 FROM THE ACADIA
 BK0530'BAPTIST ACADEMY IN RICHARD TO THE INTERSECTION OF LOUISIANA HIGHWAYS
 BK0530'370 AND 1105.  THENCE ABOUT 1.00 MILE NORTH ALONG LOUISIANA HIGHWAY
 BK0530'1105.  IN SECTION 18, T7S, R2E.  LOCATED AT A POINT WHERE THE HIGHWAY
 BK0530'TURNS TO THE EAST.  54.6 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 BK0530'SOUTHBOUND ROADWAY OF LOUISIANA HIGHWAY 1105, 34.5 FEET
 BK0530'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND ROADWAY OF
 BK0530'LOUISIANA HIGHWAY 1105, 199.2 FEET NORTHEAST OF THE SOUTHEAST CORNER
 BK0530'OF A WOOD FRAME RESIDENCE WITH ASBESTOS SIDING BELONGING TO CLEMENT
 BK0530'RICHARD, 62.8 FEET SOUTHEAST OF POWER POLE NUMBER 230, 3.4 FEET
 BK0530'NORTHWEST OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 BK0530'PROJECTING 4 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.0 FOOT
 BK0530'NORTHWEST OF A STEEL WITNESS POST.
 BK0530
 BK0530                          STATION RECOVERY (2006)
 BK0530
 BK0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK0530'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0966 ***********************************************************************
 BK0966  DESIGNATION -  1 V 35 LADTD
 BK0966  PID         -  BK0966
 BK0966  STATE/COUNTY-  LA/ACADIA
 BK0966  USGS QUAD   -  BASILE (1985)
 BK0966
 BK0966                         *CURRENT SURVEY CONTROL
 BK0966  ___________________________________________________________________
 BK0966* NAD 83(1992)-  30 23 33.12337(N)    092 34 29.70656(W)     ADJUSTED  
 BK0966* NAVD 88     -        11.50   (+/-2cm)      37.7  **(feet)  VERTCON   
 BK0966  **This station is located in a subsidence area (see below).
 BK0966  ___________________________________________________________________
 BK0966  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK0966  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK0966
 BK0966  HORZ ORDER  -  SECOND
 BK0966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0966
 BK0966.The horizontal coordinates were established by classical geodetic methods
 BK0966.and adjusted by the National Geodetic Survey in January 1993..
 BK0966
 BK0966 ** The orthometric height has not been validated since last determined
 BK0966 ** by differential leveling and should not be used for control purposes.
 BK0966 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0966 ** area with valid NAVD 88 orthometric heights.
 BK0966 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0966 ** epoch indicated which incorporates improved geoid heights for the
 BK0966 ** Southern Louisiana Subsidence area.
 BK0966 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0966.The vertical order pertains to the NGVD 29 superseded value.
 BK0966
 BK0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0966
 BK0966.The geoid height was determined by GEOID03.
 BK0966
 BK0966;                    North         East     Units Scale Factor Converg.
 BK0966;SPC LA S     -   210,424.597   880,686.754   MT  0.99994902   -0 37 14.9
 BK0966;SPC LA S     -   690,368.03  2,889,386.46   sFT  0.99994902   -0 37 14.9
 BK0966;UTM  15      - 3,362,359.270   540,836.001   MT  0.99962057   +0 12 54.2
 BK0966
 BK0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0966!SPC LA S     -   1.00000250  x   0.99994902  =   0.99995152
 BK0966!UTM  15      -   1.00000250  x   0.99962057  =   0.99962307
 BK0966
 BK0966                          SUPERSEDED SURVEY CONTROL
 BK0966
 BK0966  NAD 83(1986)-  30 23 33.14325(N)    092 34 29.70046(W) AD(       ) 2
 BK0966  NAD 27      -  30 23 32.41510(N)    092 34 29.20282(W) AD(       ) 2
 BK0966  NGVD 29 (??/??/??)   11.463  (m)           37.61   (f) ADJUSTED    2 0
 BK0966
 BK0966.Superseded values are not recommended for survey control.
 BK0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0966.See file dsdata.txt to determine how the superseded data were derived.
 BK0966
 BK0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4083662359(NAD 83)
 BK0966_MARKER: DD = SURVEY DISK
 BK0966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0966_SP_SET: MONUMENT
 BK0966_STAMPING: 1V35 1968
 BK0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0966
 BK0966  HISTORY     - Date     Condition        Report By
 BK0966  HISTORY     - 1974     MONUMENTED       LADH
 BK0966  HISTORY     - 1974     GOOD             NGS
 BK0966
 BK0966                          STATION DESCRIPTION
 BK0966
 BK0966'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (HRR)
 BK0966'THE STATION IS LOCATED 8-1/2 MILES SOUTHEAST OF ELTON, 7-3/4 MILES
 BK0966'NORTH OF EVANGELINE, 5-1/2 MILES SOUTH OF BASILE AND ON PROPERTY
 BK0966'OWNED BY MR. ELRIDGE ARDOIN OF BASILE, LOUISIANA, PHONE NUMBER
 BK0966'432-6748.
 BK0966'
 BK0966'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 97 AND 100
 BK0966'IN EVANGELINE, GO NORTH ON STATE HIGHWAY 97 FOR 4.5 MILES TO THE
 BK0966'JUNCTION OF STATE HIGHWAYS 1123 AND 98.  CONTINUE NORTH ON STATE
 BK0966'HIGHWAY 97 FOR 4.0 MILES TO THE MARK ON THE LEFT.
 BK0966'
 BK0966'BM 1V35 (LDH) IS A U. S. COAST AND GEODETIC SURVEY AND LOUISIANA
 BK0966'DEPARTMENT OF HIGHWAYS BENCH MARK DISK STAMPED 1V35 1968, SET IN THE
 BK0966'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BK0966'INCHES ABOVE THE GROUND SURFACE.  IT IS 75 FEET WEST OF THE CENTER
 BK0966'OF STATE HIGHWAY 97, 45 FEET WEST OF THE CENTER OF THE GRAVELED
 BK0966'ROAD, 40 FEET NORTHEAST OF THE RIGHT-OF-WAY MARKER AND 1 FOOT
 BK0966'NORTHWEST OF A WIRE FENCE.
 BK0966'
 BK0966'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARDOIN 1969,
 BK0966'THE DISTANCE BEING (85.93 FEET) OR 26.1923 METERS.
 BK0966
 BK0966                          STATION RECOVERY (1974)
 BK0966
 BK0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0966'5.50 MI S FROM BASILE.
 BK0966'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 97 AND 100 IN
 BK0966'EVANGELINE, GO NORTH ON STATE HIGHWAY 97 FOR 4.5 MILES TO THE JUNCTION
 BK0966'OF STATE HIGHWAYS 1123 AND 98.  CONTINUE NORTH ON STATE HIGHWAY 97 FOR
 BK0966'4.0 MILES TO THE MARK ON THE LEFT.  IT IS SET IN THE TOP OF A 12-INCH
 BK0966'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 BK0966'SURFACE.  IT IS 75 FEET WEST OF THE CENTER OF STATE HIGHWAY 97, 45
 BK0966'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 40 FEET NORTHEAST OF A
 BK0966'RIGHT-OF-WAY MARKER AND 1 FOOT NORTHWEST OF A WIRE FENCE. SEC 33, T
 BK0966'7S, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0970 ***********************************************************************
 BK0970  DESIGNATION -  1 V 39 LADTD
 BK0970  PID         -  BK0970
 BK0970  STATE/COUNTY-  LA/ACADIA
 BK0970  USGS QUAD   -  BASILE (1985)
 BK0970
 BK0970                         *CURRENT SURVEY CONTROL
 BK0970  ___________________________________________________________________
 BK0970* NAD 83(1986)-  30 26 25.     (N)    092 33 48.     (W)     SCALED    
 BK0970* NAVD 88     -         9.71   (+/-2cm)      31.9    (feet)  VERTCON   
 BK0970  ___________________________________________________________________
 BK0970  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK0970
 BK0970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0970
 BK0970.The horizontal coordinates were scaled from a topographic map and have
 BK0970.an estimated accuracy of +/- 6 seconds.
 BK0970
 BK0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0970.The vertical order pertains to the NGVD 29 superseded value.
 BK0970
 BK0970.The geoid height was determined by GEOID03.
 BK0970
 BK0970;                    North         East    Units  Estimated Accuracy
 BK0970;SPC LA S     -   215,710.      881,860.      MT  (+/- 180 meters Scaled)
 BK0970
 BK0970                          SUPERSEDED SURVEY CONTROL
 BK0970
 BK0970  NGVD 29 (??/??/??)    9.667  (m)           31.72   (f) ADJUSTED    2 0
 BK0970
 BK0970.Superseded values are not recommended for survey control.
 BK0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0970.See file dsdata.txt to determine how the superseded data were derived.
 BK0970
 BK0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP419676(NAD 83)
 BK0970_MARKER: DD = SURVEY DISK
 BK0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0970_STAMPING: 1V39 1968
 BK0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0970+STABILITY: SURFACE MOTION
 BK0970
 BK0970  HISTORY     - Date     Condition        Report By
 BK0970  HISTORY     - 1968     MONUMENTED       LADTD
 BK0970  HISTORY     - 20060306 GOOD             USPSQD
 BK0970
 BK0970                          STATION DESCRIPTION
 BK0970
 BK0970'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0970'3.50 MI S FROM BASILE.
 BK0970'ABOUT 3.50 MILES SOUTH ALONG LOUISIANA HIGHWAY 97 FROM THE
 BK0970'INTERSECTION OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF
 BK0970'BASILE.  IN SECTION 15, T7S, R2W.  LOCATED AT A POINT WHERE LOUISIANA
 BK0970'HIGHWAYS 97 AND 3068 INTERSECT, 70.0 FEET EAST OF THE CENTERLINE OF
 BK0970'LOUISIANA HIGHWAY 97, 80.2 FEET SOUTH OF THE CENTERLINE OF LOUISIANA
 BK0970'HIGHWAY 3068, 46.4 FEET NORTHEAST OF A TELEPHONE POLE, 1.4 FEET
 BK0970'NORTHWEST OF A COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF
 BK0970'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK IS
 BK0970'LOCATED 1.0 FOOT NORTHWEST OF A STEEL WITNESS POST.
 BK0970
 BK0970                          STATION RECOVERY (2006)
 BK0970
 BK0970'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 BK0970'NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0971 ***********************************************************************
 BK0971  DESIGNATION -  1 V 40
 BK0971  PID         -  BK0971
 BK0971  STATE/COUNTY-  LA/ACADIA
 BK0971  USGS QUAD   -  BASILE (1985)
 BK0971
 BK0971                         *CURRENT SURVEY CONTROL
 BK0971  ___________________________________________________________________
 BK0971* NAD 83(1986)-  30 27 02.     (N)    092 34 05.     (W)     SCALED    
 BK0971* NAVD 88     -        11.73   (+/-2cm)      38.5    (feet)  VERTCON   
 BK0971  ___________________________________________________________________
 BK0971  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0971
 BK0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0971
 BK0971.The horizontal coordinates were scaled from a topographic map and have
 BK0971.an estimated accuracy of +/- 6 seconds.
 BK0971
 BK0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0971.The vertical order pertains to the NGVD 29 superseded value.
 BK0971
 BK0971.The geoid height was determined by GEOID03.
 BK0971
 BK0971;                    North         East    Units  Estimated Accuracy
 BK0971;SPC LA S     -   216,850.      881,420.      MT  (+/- 180 meters Scaled)
 BK0971
 BK0971                          SUPERSEDED SURVEY CONTROL
 BK0971
 BK0971  NGVD 29 (??/??/??)   11.687  (m)           38.34   (f) ADJUSTED    2 0
 BK0971
 BK0971.Superseded values are not recommended for survey control.
 BK0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0971.See file dsdata.txt to determine how the superseded data were derived.
 BK0971
 BK0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP414687(NAD 83)
 BK0971_MARKER: DD = SURVEY DISK
 BK0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0971_STAMPING: 1V40 1968
 BK0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0971+STABILITY: SURFACE MOTION
 BK0971
 BK0971  HISTORY     - Date     Condition        Report By
 BK0971  HISTORY     - 1968     MONUMENTED       LADTD
 BK0971  HISTORY     - 1969     GOOD             LADTD
 BK0971  HISTORY     - 1983     MARK NOT FOUND   USGS
 BK0971  HISTORY     - 20060306 POOR             USPSQD
 BK0971  HISTORY     - 20060520 MARK NOT FOUND   NGS
 BK0971
 BK0971                          STATION DESCRIPTION
 BK0971
 BK0971'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0971'2.60 MI S FROM BASILE.
 BK0971'ABOUT 2.60 MILES SOUTH ALONG LOUISIANA HIGHWAY 97 FROM THE
 BK0971'INTERSECTION OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF
 BK0971'BASILE.  IN SECTION 15, T7S, R2W.  53.2 FEET EAST OF THE CENTERLINE OF
 BK0971'LOUISIANA HIGHWAY 97, 112.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 BK0971'CORNER OF A WOOD FRAME RESIDENCE WITH ASBESTOS SIDING BELONGING TO
 BK0971'SIDNEY MAGEE, 119.0 FEET SOUTH OF THE CENTERLINE OF A SHELL DRIVEWAY
 BK0971'LEADING EAST, 1.0 FOOT NORTH OF A BARBED WIRE FENCE.  SET IN TOP OF A
 BK0971'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK IS
 BK0971'LOCATED 1.0 FOOT NORTHWEST OF A STEEL WITNESS POST.
 BK0971
 BK0971                          STATION RECOVERY (1983)
 BK0971
 BK0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BK0971'MARK NOT FOUND.
 BK0971
 BK0971                          STATION RECOVERY (2006)
 BK0971
 BK0971'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 BK0971'CONCRETE POST FOUND, DISC MISSING.  APPROX. 12 INCHES BELOW GRADE
 BK0971
 BK0971                          STATION RECOVERY (2006)
 BK0971
 BK0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK0971'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0972 ***********************************************************************
 BK0972  DESIGNATION -  1 V 41 LADTD
 BK0972  PID         -  BK0972
 BK0972  STATE/COUNTY-  LA/ACADIA
 BK0972  USGS QUAD   -  BASILE (1985)
 BK0972
 BK0972                         *CURRENT SURVEY CONTROL
 BK0972  ___________________________________________________________________
 BK0972* NAD 83(1986)-  30 27 43.     (N)    092 34 25.     (W)     SCALED    
 BK0972* NAVD 88     -        11.63   (+/-2cm)      38.2    (feet)  VERTCON   
 BK0972  ___________________________________________________________________
 BK0972  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0972
 BK0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0972
 BK0972.The horizontal coordinates were scaled from a topographic map and have
 BK0972.an estimated accuracy of +/- 6 seconds.
 BK0972
 BK0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0972.The vertical order pertains to the NGVD 29 superseded value.
 BK0972
 BK0972.The geoid height was determined by GEOID03.
 BK0972
 BK0972;                    North         East    Units  Estimated Accuracy
 BK0972;SPC LA S     -   218,120.      880,900.      MT  (+/- 180 meters Scaled)
 BK0972
 BK0972                          SUPERSEDED SURVEY CONTROL
 BK0972
 BK0972  NGVD 29 (??/??/??)   11.586  (m)           38.01   (f) ADJUSTED    2 0
 BK0972
 BK0972.Superseded values are not recommended for survey control.
 BK0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0972.See file dsdata.txt to determine how the superseded data were derived.
 BK0972
 BK0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP409700(NAD 83)
 BK0972_MARKER: DD = SURVEY DISK
 BK0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0972_STAMPING: 1V41 1968
 BK0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0972+STABILITY: SURFACE MOTION
 BK0972
 BK0972  HISTORY     - Date     Condition        Report By
 BK0972  HISTORY     - 1968     MONUMENTED       LADTD
 BK0972  HISTORY     - 1969     GOOD             LADTD
 BK0972  HISTORY     - 20060306 GOOD             USPSQD
 BK0972
 BK0972                          STATION DESCRIPTION
 BK0972
 BK0972'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0972'1.65 MI S FROM BASILE.
 BK0972'ABOUT 1.65 MILES SOUTH ALONG LOUISIANA HIGHWAY 97 FROM THE
 BK0972'INTERSECTION OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF
 BK0972'BASILE.  IN SECTION 9, T7S, R2W.  70.4 FEET NORTH-NORTHEAST OF THE
 BK0972'CENTERLINE OF LOUISIANA HIGHWAY 97, 35.0 FEET EAST-SOUTHEAST OF THE
 BK0972'CENTERLINE OF A GRAVEL ROAD LEADING EAST, 172.0 FEET NORTHWEST OF THE
 BK0972'CENTER OF A CONCRETE HEADWALL ON THE EAST END OF A BOX CULVERT UNDER
 BK0972'LOUISIANA HIGHWAY 97, 7.0 FEET EAST-SOUTHEAST OF A LOUISIANA
 BK0972'DEPARTMENT OF HIGHWAYS CONCRETE RIGHT-OF-WAY MARKER, 1.3 FEET
 BK0972'SOUTH-SOUTHWEST OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 BK0972'PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.0 FOOT
 BK0972'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.
 BK0972
 BK0972                          STATION RECOVERY (2006)
 BK0972
 BK0972'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 BK0972'NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0973 ***********************************************************************
 BK0973  DESIGNATION -  1 V 42 LADTD
 BK0973  PID         -  BK0973
 BK0973  STATE/COUNTY-  LA/ACADIA
 BK0973  USGS QUAD   -  BASILE (1985)
 BK0973
 BK0973                         *CURRENT SURVEY CONTROL
 BK0973  ___________________________________________________________________
 BK0973* NAD 83(1986)-  30 28 06.     (N)    092 34 50.     (W)     SCALED    
 BK0973* NAVD 88     -        15.03   (+/-2cm)      49.3    (feet)  VERTCON   
 BK0973  ___________________________________________________________________
 BK0973  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0973
 BK0973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0973
 BK0973.The horizontal coordinates were scaled from a topographic map and have
 BK0973.an estimated accuracy of +/- 6 seconds.
 BK0973
 BK0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0973.The vertical order pertains to the NGVD 29 superseded value.
 BK0973
 BK0973.The geoid height was determined by GEOID03.
 BK0973
 BK0973;                    North         East    Units  Estimated Accuracy
 BK0973;SPC LA S     -   218,830.      880,240.      MT  (+/- 180 meters Scaled)
 BK0973
 BK0973                          SUPERSEDED SURVEY CONTROL
 BK0973
 BK0973  NGVD 29 (??/??/??)   14.984  (m)           49.16   (f) ADJUSTED    2 0
 BK0973
 BK0973.Superseded values are not recommended for survey control.
 BK0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0973.See file dsdata.txt to determine how the superseded data were derived.
 BK0973
 BK0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP402707(NAD 83)
 BK0973_MARKER: DD = SURVEY DISK
 BK0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0973_STAMPING: 1V42 1968
 BK0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0973+STABILITY: SURFACE MOTION
 BK0973
 BK0973  HISTORY     - Date     Condition        Report By
 BK0973  HISTORY     - 1968     MONUMENTED       LADTD
 BK0973  HISTORY     - 1969     GOOD             LADTD
 BK0973
 BK0973                          STATION DESCRIPTION
 BK0973
 BK0973'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0973'0.85 MI S FROM BASILE.
 BK0973'ABOUT 0.85 MILE SOUTH ALONG LOUISIANA HIGHWAY 97 FROM THE INTERSECTION
 BK0973'OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF BASILE. IN SECTION
 BK0973'4, T7S, R2W.  39.2 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BK0973'97, 94.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME
 BK0973'RESIDENCE BELONGING TO THE ST. LANDRY BANK OF OPELOUSAS, 36.5 FEET
 BK0973'SOUTH OF A POWER POLE, 1.8 FEET SOUTH OF A LOUISIANA DEPARTMENT OF
 BK0973'HIGHWAYS CONCRETE RIGHT-OF-WAY MARKER, 2.1 FEET WEST OF A BARBED WIRE
 BK0973'FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BK0973'GROUND.  THE MARK IS LOCATED 0.9 FOOT WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0974 ***********************************************************************
 BK0974  DESIGNATION -  1 V 43 LADTD
 BK0974  PID         -  BK0974
 BK0974  STATE/COUNTY-  LA/ACADIA
 BK0974  USGS QUAD   -  BASILE (1985)
 BK0974
 BK0974                         *CURRENT SURVEY CONTROL
 BK0974  ___________________________________________________________________
 BK0974* NAD 83(1986)-  30 28 44.     (N)    092 34 50.     (W)     SCALED    
 BK0974* NAVD 88     -        13.23   (+/-2cm)      43.4    (feet)  VERTCON   
 BK0974  ___________________________________________________________________
 BK0974  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0974
 BK0974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0974
 BK0974.The horizontal coordinates were scaled from a topographic map and have
 BK0974.an estimated accuracy of +/- 6 seconds.
 BK0974
 BK0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0974.The vertical order pertains to the NGVD 29 superseded value.
 BK0974
 BK0974.The geoid height was determined by GEOID03.
 BK0974
 BK0974;                    North         East    Units  Estimated Accuracy
 BK0974;SPC LA S     -   220,000.      880,250.      MT  (+/- 180 meters Scaled)
 BK0974
 BK0974                          SUPERSEDED SURVEY CONTROL
 BK0974
 BK0974  NGVD 29 (??/??/??)   13.184  (m)           43.25   (f) ADJUSTED    2 0
 BK0974
 BK0974.Superseded values are not recommended for survey control.
 BK0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0974.See file dsdata.txt to determine how the superseded data were derived.
 BK0974
 BK0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP402719(NAD 83)
 BK0974_MARKER: DD = SURVEY DISK
 BK0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0974_SP_SET: CULVERT
 BK0974_STAMPING: 1V43 1968
 BK0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0974
 BK0974  HISTORY     - Date     Condition        Report By
 BK0974  HISTORY     - 1968     MONUMENTED       LADTD
 BK0974  HISTORY     - 1969     GOOD             LADTD
 BK0974  HISTORY     - 20060306 GOOD             USPSQD
 BK0974
 BK0974                          STATION DESCRIPTION
 BK0974
 BK0974'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0974'0.15 MI S FROM BASILE.
 BK0974'ABOUT 0.15 MILE SOUTH ALONG LOUISIANA HIGHWAY 97 FROM THE INTERSECTION
 BK0974'OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF BASILE. IN SECTION
 BK0974'4, T7S, R2W.  LOCATED IN THE CENTER OF A CONCRETE HEADWALL ON THE EAST
 BK0974'END OF A BOX CULVERT UNDER LOUISIANA HIGHWAY 97, 16.2 FEET EAST OF THE
 BK0974'CENTERLINE OF LOUISIANA HIGHWAY 97, 89.0 FEET EAST-SOUTHEAST OF A
 BK0974'TELEPHONE POLE, 134.0 FEET SOUTH-SOUTHWEST OF A GUY LINE POLE. SET
 BK0974'FLUSH WITH THE SURFACE OF THE CONCRETE HEADWALL.
 BK0974
 BK0974                          STATION RECOVERY (2006)
 BK0974
 BK0974'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 BK0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0976 ***********************************************************************
 BK0976  DESIGNATION -  1 V 44 LADTD
 BK0976  PID         -  BK0976
 BK0976  STATE/COUNTY-  LA/ACADIA
 BK0976  USGS QUAD   -  BASILE (1985)
 BK0976
 BK0976                         *CURRENT SURVEY CONTROL
 BK0976  ___________________________________________________________________
 BK0976* NAD 83(1986)-  30 28 48.     (N)    092 32 53.     (W)     SCALED    
 BK0976* NAVD 88     -        11.33   (+/-2cm)      37.2    (feet)  VERTCON   
 BK0976  ___________________________________________________________________
 BK0976  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0976
 BK0976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0976
 BK0976.The horizontal coordinates were scaled from a topographic map and have
 BK0976.an estimated accuracy of +/- 6 seconds.
 BK0976
 BK0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0976.The vertical order pertains to the NGVD 29 superseded value.
 BK0976
 BK0976.The geoid height was determined by GEOID03.
 BK0976
 BK0976;                    North         East    Units  Estimated Accuracy
 BK0976;SPC LA S     -   220,090.      883,370.      MT  (+/- 180 meters Scaled)
 BK0976
 BK0976                          SUPERSEDED SURVEY CONTROL
 BK0976
 BK0976  NGVD 29 (??/??/??)   11.285  (m)           37.02   (f) ADJUSTED    2 0
 BK0976
 BK0976.Superseded values are not recommended for survey control.
 BK0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0976.See file dsdata.txt to determine how the superseded data were derived.
 BK0976
 BK0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP433720(NAD 83)
 BK0976_MARKER: DD = SURVEY DISK
 BK0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0976_STAMPING: 1V44 1968
 BK0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0976+STABILITY: SURFACE MOTION
 BK0976
 BK0976  HISTORY     - Date     Condition        Report By
 BK0976  HISTORY     - 1968     MONUMENTED       LADTD
 BK0976  HISTORY     - 1969     GOOD             LADTD
 BK0976
 BK0976                          STATION DESCRIPTION
 BK0976
 BK0976'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0976'2.10 MI E FROM BASILE.
 BK0976'ABOUT 2.10 MILES EAST ALONG US HIGHWAY 190 FROM THE INTERSECTION OF US
 BK0976'HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF BASILE.  IN SECTION 2,
 BK0976'T7S, R2W.  LOCATED SOUTH OF A BARN WITH A CORRAL ATTACHED.  134.9 FEET
 BK0976'SOUTH OF THE CENTERLINE OF US HIGHWAY 190, 41.6 FEET SOUTH-SOUTHWEST
 BK0976'OF THE SOUTHEAST CORNER OF A WOOD FRAME SHEET METAL COVERED BARN, 16.8
 BK0976'FEET NORTH OF A 10 INCH TALLOW TREE, 0.8 FOOT SOUTH OF A WOOD CORRAL
 BK0976'FENCE, 1.0 FOOT EAST OF A BARBED WIRE FENCE. SET IN TOP OF A CONCRETE
 BK0976'POST PROJECTING 3 INCHES ABOVE THE GROUND. THE MARK IS LOCATED 1.0
 BK0976'FOOT NORTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0977 ***********************************************************************
 BK0977  DESIGNATION -  1 V 45 LADTD
 BK0977  PID         -  BK0977
 BK0977  STATE/COUNTY-  LA/ACADIA
 BK0977  USGS QUAD   -  BASILE (1985)
 BK0977
 BK0977                         *CURRENT SURVEY CONTROL
 BK0977  ___________________________________________________________________
 BK0977* NAD 83(1986)-  30 28 48.     (N)    092 31 31.     (W)     SCALED    
 BK0977* NAVD 88     -        15.20   (+/-2cm)      49.9    (feet)  VERTCON   
 BK0977  ___________________________________________________________________
 BK0977  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0977
 BK0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0977
 BK0977.The horizontal coordinates were scaled from a topographic map and have
 BK0977.an estimated accuracy of +/- 6 seconds.
 BK0977
 BK0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0977.The vertical order pertains to the NGVD 29 superseded value.
 BK0977
 BK0977.The geoid height was determined by GEOID03.
 BK0977
 BK0977;                    North         East    Units  Estimated Accuracy
 BK0977;SPC LA S     -   220,070.      885,560.      MT  (+/- 180 meters Scaled)
 BK0977
 BK0977                          SUPERSEDED SURVEY CONTROL
 BK0977
 BK0977  NGVD 29 (??/??/??)   15.156  (m)           49.72   (f) ADJUSTED    2 0
 BK0977
 BK0977.Superseded values are not recommended for survey control.
 BK0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0977.See file dsdata.txt to determine how the superseded data were derived.
 BK0977
 BK0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP455720(NAD 83)
 BK0977_MARKER: DD = SURVEY DISK
 BK0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0977_STAMPING: 1V45 1968
 BK0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0977+STABILITY: SURFACE MOTION
 BK0977
 BK0977  HISTORY     - Date     Condition        Report By
 BK0977  HISTORY     - 1968     MONUMENTED       LADTD
 BK0977  HISTORY     - 1969     GOOD             LADTD
 BK0977
 BK0977                          STATION DESCRIPTION
 BK0977
 BK0977'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0977'3.40 MI E FROM BASILE.
 BK0977'ABOUT 3.40 MILES EAST ALONG US HIGHWAY 190 FROM THE INTERSECTION OF US
 BK0977'HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF BASILE.  IN SECTION 1,
 BK0977'T7S, R2W.  LOCATED AT A POINT WHERE US HIGHWAY 190 AND LOUISIANA
 BK0977'HIGHWAY 3068 INTERSECT, 101.0 FEET SOUTH OF THE CENTERLINE OF US
 BK0977'HIGHWAY 190, 48.3 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BK0977'3068, 6.6 FEET NORTH-NORTHEAST OF A POWER POLE, 3.8 FEET NORTHWEST OF
 BK0977'A COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE
 BK0977'POST PROJECTING 4 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.0
 BK0977'FOOT NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3366 ***********************************************************************
 BK3366  DESIGNATION -  1 V 45 RESET
 BK3366  PID         -  BK3366
 BK3366  STATE/COUNTY-  LA/ACADIA
 BK3366  USGS QUAD   -  BASILE (1985)
 BK3366
 BK3366                         *CURRENT SURVEY CONTROL
 BK3366  ___________________________________________________________________
 BK3366* NAD 83(1992)-  30 28 50.45514(N)    092 31 33.80280(W)     ADJUSTED  
 BK3366* NAVD 88     -        14.72   (+/-2cm)      48.3    (feet)  VERTCON   
 BK3366  ___________________________________________________________________
 BK3366  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK3366  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3366
 BK3366  HORZ ORDER  -  THIRD
 BK3366  VERT ORDER  -  THIRD (See Below)
 BK3366
 BK3366.The horizontal coordinates were established by classical geodetic methods
 BK3366.and adjusted by the National Geodetic Survey in January 1993..
 BK3366
 BK3366.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3366.The vertical order pertains to the NGVD 29 superseded value.
 BK3366
 BK3366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3366
 BK3366.The geoid height was determined by GEOID03.
 BK3366
 BK3366;                    North         East     Units Scale Factor Converg.
 BK3366;SPC LA S     -   220,145.790   885,483.820   MT  0.99996069   -0 35 47.0
 BK3366;SPC LA S     -   722,261.65  2,905,124.83   sFT  0.99996069   -0 35 47.0
 BK3366;UTM  15      - 3,372,146.198   545,489.123   MT  0.99962553   +0 14 25.5
 BK3366
 BK3366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3366!SPC LA S     -   1.00000199  x   0.99996069  =   0.99996268
 BK3366!UTM  15      -   1.00000199  x   0.99962553  =   0.99962752
 BK3366
 BK3366                          SUPERSEDED SURVEY CONTROL
 BK3366
 BK3366  NAD 83(1986)-  30 28 50.47515(N)    092 31 33.79651(W) AD(       ) 3
 BK3366  NGVD 29 (09/18/05)   14.68   (m)           48.2    (f) RESET       3  
 BK3366
 BK3366.Superseded values are not recommended for survey control.
 BK3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3366.See file dsdata.txt to determine how the superseded data were derived.
 BK3366
 BK3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4548972146(NAD 83)
 BK3366_MARKER: DD = SURVEY DISK
 BK3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3366_SP_SET: CONCRETE POST
 BK3366_STAMPING: 1 V 45 RESET 1985
 BK3366_MARK LOGO: LADTD 
 BK3366_PROJECTION: RECESSED 10 CENTIMETERS
 BK3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3366+STABILITY: SURFACE MOTION
 BK3366
 BK3366  HISTORY     - Date     Condition        Report By
 BK3366  HISTORY     - 1985     MONUMENTED       LADTD
 BK3366  HISTORY     - 20060306 GOOD             USPSQD
 BK3366
 BK3366                          STATION DESCRIPTION
 BK3366
 BK3366'DESCRIBED BY LA TRANSP AND DEV 1985
 BK3366'5.5 KM (3.40 MI) EAST FROM BASILE.
 BK3366'5.5 KM (3.40 MI) EAST ALONG U.S. HIGHWAY 190 FROM THE INTERSECTION OF
 BK3366'U.S. HIGHWAY 190 AND STATE HIGHWAY 97 EAST OF BASILE, IN SECTION 1, T
 BK3366'7 S, R 2 W.  LOCATED AT A POINT WHERE U.S. HIGHWAY 190 AND STATE
 BK3366'HIGHWAY 3068 INTERSECT, 22.3 M (73.2 FT) NORTH-NORTHEAST OF THE
 BK3366'CENTER OF HIGHWAY 190, 10.1 M (33.1 FT) EAST OF THE CENTER OF A
 BK3366'BLACKTOP ROAD, 3.4 M (11.2 FT) NORTH OF A FENCE CORNER, AND 0.9 M
 BK3366'(3.0 FT) EAST OF A FENCE.
 BK3366'THE MARK IS 0.91 METERS  E FROM  FENCE
 BK3366'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK3366
 BK3366                          STATION RECOVERY (2006)
 BK3366
 BK3366'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 BK3366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0317 ***********************************************************************
 BK0317  DESIGNATION -  1 V 46
 BK0317  PID         -  BK0317
 BK0317  STATE/COUNTY-  LA/ACADIA
 BK0317  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0317
 BK0317                         *CURRENT SURVEY CONTROL
 BK0317  ___________________________________________________________________
 BK0317* NAD 83(1986)-  30 28 15.     (N)    092 24 52.     (W)     SCALED    
 BK0317* NAVD 88     -        12.43   (+/-2cm)      40.8    (feet)  VERTCON   
 BK0317  ___________________________________________________________________
 BK0317  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0317
 BK0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0317
 BK0317.The horizontal coordinates were scaled from a topographic map and have
 BK0317.an estimated accuracy of +/- 6 seconds.
 BK0317
 BK0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0317.The vertical order pertains to the NGVD 29 superseded value.
 BK0317
 BK0317.The geoid height was determined by GEOID03.
 BK0317
 BK0317;                    North         East    Units  Estimated Accuracy
 BK0317;SPC LA S     -   218,950.      896,190.      MT  (+/- 180 meters Scaled)
 BK0317
 BK0317                          SUPERSEDED SURVEY CONTROL
 BK0317
 BK0317  NGVD 29 (??/??/??)   12.389  (m)           40.65   (f) ADJUSTED    2 0
 BK0317
 BK0317.Superseded values are not recommended for survey control.
 BK0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0317.See file dsdata.txt to determine how the superseded data were derived.
 BK0317
 BK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP562711(NAD 83)
 BK0317_MARKER: DD = SURVEY DISK
 BK0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0317_SP_SET: CONCRETE POST
 BK0317_STAMPING: 1 V 46 1968
 BK0317_MARK LOGO: LADTD 
 BK0317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0317+STABILITY: SURFACE MOTION
 BK0317
 BK0317  HISTORY     - Date     Condition        Report By
 BK0317  HISTORY     - 1968     MONUMENTED       LADTD
 BK0317  HISTORY     - 1969     GOOD             LADTD
 BK0317  HISTORY     - 19861231 GOOD             LADTD
 BK0317
 BK0317                          STATION DESCRIPTION
 BK0317
 BK0317'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0317'1.65 MI S FROM EUNICE.
 BK0317'ABOUT 0.40 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0317'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0317'WITH LOUISIANA HIGHWAY 13.  THENCE ABOUT 1.25 MILES SOUTH ALONG
 BK0317'LOUISIANA HIGHWAY 13.  IN SECTION 6, T7S, R1F.  60.3 FEET EAST OF THE
 BK0317'CENTERLINE OF LOUISIANA HIGHWAY 13, 318.7 FEET SOUTHWEST OF THE
 BK0317'SOUTHWEST CORNER OF A METALLIC BUILDING BELONGING TO ROY YOUNG, 13.5
 BK0317'FEET SOUTHEAST OF A POWER POLE, 1.4 FEET WEST OF A BARBED WIRE FENCE.
 BK0317'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 BK0317'THE MARK IS LOCATED 0.8 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 BK0317
 BK0317                          STATION RECOVERY (1986)
 BK0317
 BK0317'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BK0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0318 ***********************************************************************
 BK0318  DESIGNATION -  1 V 47 LADTD
 BK0318  PID         -  BK0318
 BK0318  STATE/COUNTY-  LA/ACADIA
 BK0318  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0318
 BK0318                         *CURRENT SURVEY CONTROL
 BK0318  ___________________________________________________________________
 BK0318* NAD 83(1986)-  30 27 21.     (N)    092 24 40.     (W)     SCALED    
 BK0318* NAVD 88     -        13.37   (+/-2cm)      43.9    (feet)  VERTCON   
 BK0318  ___________________________________________________________________
 BK0318  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK0318
 BK0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0318
 BK0318.The horizontal coordinates were scaled from a topographic map and have
 BK0318.an estimated accuracy of +/- 6 seconds.
 BK0318
 BK0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0318.The vertical order pertains to the NGVD 29 superseded value.
 BK0318
 BK0318.The geoid height was determined by GEOID03.
 BK0318
 BK0318;                    North         East    Units  Estimated Accuracy
 BK0318;SPC LA S     -   217,280.      896,490.      MT  (+/- 180 meters Scaled)
 BK0318
 BK0318                          SUPERSEDED SURVEY CONTROL
 BK0318
 BK0318  NGVD 29 (??/??/??)   13.328  (m)           43.73   (f) ADJUSTED    2 0
 BK0318
 BK0318.Superseded values are not recommended for survey control.
 BK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0318.See file dsdata.txt to determine how the superseded data were derived.
 BK0318
 BK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP565694(NAD 83)
 BK0318_MARKER: DD = SURVEY DISK
 BK0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0318_STAMPING: 1V47 1968
 BK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0318+STABILITY: SURFACE MOTION
 BK0318
 BK0318  HISTORY     - Date     Condition        Report By
 BK0318  HISTORY     - 1968     MONUMENTED       LADTD
 BK0318  HISTORY     - 1969     GOOD             LADTD
 BK0318  HISTORY     - 20060306 POOR             USPSQD
 BK0318
 BK0318                          STATION DESCRIPTION
 BK0318
 BK0318'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0318'2.80 MI S FROM EUNICE.
 BK0318'ABOUT 0.40 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0318'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0318'WITH LOUISIANA HIGHWAY 13.  THENCE ABOUT 2.40 MILES SOUTH ALONG
 BK0318'LOUISIANA HIGHWAY 13.  IN SECTION 7, T7S, R1E.  LOCATED AT A POINT
 BK0318'WHERE LOUISIANA HIGHWAYS 13 AND 3116 INTERSECT, 73.6 FEET WEST OF THE
 BK0318'CENTERLINE OF LOUISIANA HIGHWAY 13, 114.0 FEET NORTH OF THE CENTERLINE
 BK0318'OF LOUISIANA HIGHWAY 3116, 58.7 FEET EAST OF THE CENTERLINE OF THE
 BK0318'MISSOURI PACIFIC RAILROAD TRACK, 129.0 FEET SOUTH OF A POWER POLE. SET
 BK0318'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. THE
 BK0318'MARK IS LOCATED 0.9 FOOT EAST OF A STEEL WITNESS POST.
 BK0318
 BK0318                          STATION RECOVERY (2006)
 BK0318
 BK0318'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK0318'CONCRETE POST FOUND, BUT DISC MISSING.  NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0319 ***********************************************************************
 BK0319  DESIGNATION -  1 V 48 LADTD
 BK0319  PID         -  BK0319
 BK0319  STATE/COUNTY-  LA/ACADIA
 BK0319  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0319
 BK0319                         *CURRENT SURVEY CONTROL
 BK0319  ___________________________________________________________________
 BK0319* NAD 83(1986)-  30 26 25.     (N)    092 24 35.     (W)     SCALED    
 BK0319* NAVD 88     -        11.10   (+/-2cm)      36.4    (feet)  VERTCON   
 BK0319  ___________________________________________________________________
 BK0319  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK0319
 BK0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0319
 BK0319.The horizontal coordinates were scaled from a topographic map and have
 BK0319.an estimated accuracy of +/- 6 seconds.
 BK0319
 BK0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0319.The vertical order pertains to the NGVD 29 superseded value.
 BK0319
 BK0319.The geoid height was determined by GEOID03.
 BK0319
 BK0319;                    North         East    Units  Estimated Accuracy
 BK0319;SPC LA S     -   215,560.      896,610.      MT  (+/- 180 meters Scaled)
 BK0319
 BK0319                          SUPERSEDED SURVEY CONTROL
 BK0319
 BK0319  NGVD 29 (??/??/??)   11.064  (m)           36.30   (f) ADJUSTED    2 0
 BK0319
 BK0319.Superseded values are not recommended for survey control.
 BK0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0319.See file dsdata.txt to determine how the superseded data were derived.
 BK0319
 BK0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP566677(NAD 83)
 BK0319_MARKER: DD = SURVEY DISK
 BK0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0319_STAMPING: 1V48 1968
 BK0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0319+STABILITY: SURFACE MOTION
 BK0319
 BK0319  HISTORY     - Date     Condition        Report By
 BK0319  HISTORY     - 1968     MONUMENTED       LADTD
 BK0319  HISTORY     - 1969     GOOD             LADTD
 BK0319
 BK0319                          STATION DESCRIPTION
 BK0319
 BK0319'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0319'3.85 MI S FROM EUNICE.
 BK0319'ABOUT 0.40 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0319'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0319'WITH LOUISIANA HIGHWAY 13.  THENCE ABOUT 3.45 MILES SOUTH ALONG
 BK0319'LOUISIANA HIGHWAY 13.  IN SECTION 18, T7S, R1E.  60.5 FEET EAST OF THE
 BK0319'CENTERLINE OF LOUISIANA HIGHWAY 13.  22.0 FEET SOUTHWEST OF A 24 INCH
 BK0319'OAK TREE, 9.5 FEET SOUTH OF A TELEPHONE POLE, 1.3 FEET SOUTHEAST OF A
 BK0319'LOUISIANA DEPARTMENT OF HIGHWAYS CONCRETE RIGHT-OF-WAY MARKER, 1.5
 BK0319'FEET WEST OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 BK0319'PROJECTING 2 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.0 FOOT
 BK0319'WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0474 ***********************************************************************
 BK0474  DESIGNATION -  1 V 84 LADTD
 BK0474  PID         -  BK0474
 BK0474  STATE/COUNTY-  LA/ACADIA
 BK0474  USGS QUAD   -  BRANCH (1987)
 BK0474
 BK0474                         *CURRENT SURVEY CONTROL
 BK0474  ___________________________________________________________________
 BK0474* NAD 83(1992)-  30 19 35.06079(N)    092 16 01.11740(W)     ADJUSTED  
 BK0474* NAVD 88     -        10.18   (+/-2cm)      33.4  **(feet)  VERTCON   
 BK0474  **This station is located in a subsidence area (see below).
 BK0474  ___________________________________________________________________
 BK0474  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK0474  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK0474
 BK0474  HORZ ORDER  -  SECOND
 BK0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0474
 BK0474.The horizontal coordinates were established by classical geodetic methods
 BK0474.and adjusted by the National Geodetic Survey in January 1993..
 BK0474
 BK0474 ** The orthometric height has not been validated since last determined
 BK0474 ** by differential leveling and should not be used for control purposes.
 BK0474 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0474 ** area with valid NAVD 88 orthometric heights.
 BK0474 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0474 ** epoch indicated which incorporates improved geoid heights for the
 BK0474 ** Southern Louisiana Subsidence area.
 BK0474 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0474.The vertical order pertains to the NGVD 29 superseded value.
 BK0474
 BK0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0474
 BK0474.The geoid height was determined by GEOID03.
 BK0474
 BK0474;                    North         East     Units Scale Factor Converg.
 BK0474;SPC LA S     -   202,813.458   910,218.670   MT  0.99994182   -0 28 00.6
 BK0474;SPC LA S     -   665,397.15  2,986,275.75   sFT  0.99994182   -0 28 00.6
 BK0474;UTM  15      - 3,355,182.266   570,466.807   MT  0.99966126   +0 22 12.5
 BK0474
 BK0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0474!SPC LA S     -   1.00000271  x   0.99994182  =   0.99994453
 BK0474!UTM  15      -   1.00000271  x   0.99966126  =   0.99966397
 BK0474
 BK0474                          SUPERSEDED SURVEY CONTROL
 BK0474
 BK0474  NAD 83(1986)-  30 19 35.08018(N)    092 16 01.11190(W) AD(       ) 2
 BK0474  NAD 27      -  30 19 34.35474(N)    092 16 00.65052(W) AD(       ) 2
 BK0474  NGVD 29 (??/??/??)   10.156  (m)           33.32   (f) ADJUSTED    2 0
 BK0474
 BK0474.Superseded values are not recommended for survey control.
 BK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0474.See file dsdata.txt to determine how the superseded data were derived.
 BK0474
 BK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7046755182(NAD 83)
 BK0474_MARKER: DD = SURVEY DISK
 BK0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0474_STAMPING: 1V84 1968
 BK0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0474+STABILITY: SURFACE MOTION
 BK0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0474+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 BK0474
 BK0474  HISTORY     - Date     Condition        Report By
 BK0474  HISTORY     - 1969     MONUMENTED       LADH
 BK0474  HISTORY     - 1969     GOOD             LADTD
 BK0474  HISTORY     - 19910907 GOOD             USPSQD
 BK0474  HISTORY     - 19971017 GOOD             USPSQD
 BK0474  HISTORY     - 20030611 GOOD             USPSQD
 BK0474  HISTORY     - 20040920 GOOD             USPSQD
 BK0474
 BK0474                          STATION DESCRIPTION
 BK0474
 BK0474'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (LGB)
 BK0474'THE STATION IS ABOUT 10 MILES NORTHEAST OF CROWLEY, 6 MILES NORTH
 BK0474'OF RAYNE, 1-1/2 MILES SOUTH OF BRANCH AND ON LAND OWNED BY CHARLEY
 BK0474'GOSSEN.
 BK0474'
 BK0474'TO REACH THE STATION FROM THE POST OFFICE IN BRANCH, GO SOUTH ON
 BK0474'STATE HIGHWAY 35 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 1102
 BK0474'AND 1 V85 ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 35 FOR 0.6 MILE
 BK0474'TO THE STATION.
 BK0474'
 BK0474'1 V84 IS A BRONZE BENCH MARK DISK OF THE LOUISIANA DEPARTMENT OF
 BK0474'HIGHWAYS, STAMPED 1V84 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BK0474'CONCRETE MONUMENT, THAT PROJECTS 4 INCHES.  IT IS 48.5 FEET WEST OF
 BK0474'THE CENTERLINE OF HIGHWAY 35, 46.0 FEET NORTH OF THE CENTERLINE OF
 BK0474'THE PAVED ROAD, 28.4 FEET SOUTHWEST OF A FENCE CORNER POST AND 1.0
 BK0474'FEET SOUTHEAST OF A METAL WITNESS POST AND A FENCE.
 BK0474
 BK0474                          STATION RECOVERY (1969)
 BK0474
 BK0474'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0474'6.50 MI N FROM RAYNE.
 BK0474'ABOUT 6.50 MILES NORTH ALONG LOUISIANA HIGHWAY 35 FROM THE SOUTHERN
 BK0474'PACIFIC RAILROAD STATION IN RAYNE.  ABOUT 0.10 MILE SOUTHEAST ALONG
 BK0474'LOUISIANA HIGHWAY 35 AND 95 (SOUTH MAIN STREET) FROM THE TEXAS AND
 BK0474'PACIFIC RAILROAD STATION IN CHURCH POINT TO THE JUNCTION OF LOUISIANA
 BK0474'HIGHWAYS 35 AND 95.  THENCE ABOUT 6.60 MILES SOUTHWEST ALONG LOUISIANA
 BK0474'HIGHWAY 35.  IN SECTION 86, T8S, R2E.  85.0 FEET WEST-SOUTHWEST OF THE
 BK0474'CENTERLINE OF LOUISIANA HIGHWAY 35, 46.5 FEET NORTH-NORTHWEST OF THE
 BK0474'CENTERLINE OF A BLACKTOP ROAD LEADING WEST, 92.6 FEET NORTHEAST OF
 BK0474'POWER POLE NUMBER 62, 1.5 FEET SOUTHEAST OF A BARBED WIRE FENCE. SET
 BK0474'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. THE
 BK0474'MARK IS LOCATED 1.0 FOOT SOUTHEAST OF A STEEL WITNESS POST.
 BK0474
 BK0474                          STATION RECOVERY (1991)
 BK0474
 BK0474'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0474'RECOVERED IN GOOD CONDITION.
 BK0474
 BK0474                          STATION RECOVERY (1997)
 BK0474
 BK0474'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK0474'RECOVERED IN GOOD CONDITION.
 BK0474
 BK0474                          STATION RECOVERY (2003)
 BK0474
 BK0474'RECOVERY NOTE BY US POWER SQUADRON 2003 (KMV)
 BK0474'NO WITNESS POST AND NO FENCE.
 BK0474' 
 BK0474
 BK0474                          STATION RECOVERY (2004)
 BK0474
 BK0474'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK0474' 
 BK0474' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0344 ***********************************************************************
 BJ0344  DESIGNATION -  1 WABPL
 BJ0344  PID         -  BJ0344
 BJ0344  STATE/COUNTY-  LA/ST LANDRY
 BJ0344  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0344
 BJ0344                         *CURRENT SURVEY CONTROL
 BJ0344  ___________________________________________________________________
 BJ0344* NAD 83(1986)-  30 31 56.     (N)    091 51 24.     (W)     SCALED    
 BJ0344* NAVD 88     -         5.805  (meters)      19.05   (feet)  ADJUSTED  
 BJ0344  ___________________________________________________________________
 BJ0344  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0344  DYNAMIC HT  -           5.797 (meters)      19.02  (feet)  COMP
 BJ0344  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BJ0344
 BJ0344  VERT ORDER  -  FIRST     CLASS I
 BJ0344
 BJ0344.The horizontal coordinates were scaled from a topographic map and have
 BJ0344.an estimated accuracy of +/- 6 seconds.
 BJ0344
 BJ0344.The orthometric height was determined by differential leveling
 BJ0344.and adjusted by the National Geodetic Survey in February 1994..
 BJ0344
 BJ0344.The geoid height was determined by GEOID03.
 BJ0344
 BJ0344.The dynamic height is computed by dividing the NAVD 88
 BJ0344.geopotential number by the normal gravity value computed on the
 BJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0344.degrees latitude (g = 980.6199 gals.).
 BJ0344
 BJ0344.The modeled gravity was interpolated from observed gravity values.
 BJ0344
 BJ0344;                    North         East    Units  Estimated Accuracy
 BJ0344;SPC LA S     -   225,380.      949,780.      MT  (+/- 180 meters Scaled)
 BJ0344
 BJ0344                          SUPERSEDED SURVEY CONTROL
 BJ0344
 BJ0344  NAVD 88 (06/15/91)    5.819  (m)           19.09   (f) UNKNOWN     1 1
 BJ0344  NGVD 29 (??/??/??)    5.793  (m)           19.01   (f) ADJUSTED    1 1
 BJ0344
 BJ0344.Superseded values are not recommended for survey control.
 BJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0344.See file dsdata.txt to determine how the superseded data were derived.
 BJ0344
 BJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP096783(NAD 83)
 BJ0344_MARKER: P = PIPE CAP
 BJ0344_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 BJ0344_SP_SET: 1-INCH IRON PIPE
 BJ0344_STAMPING: PBM 1 WABPL 1976
 BJ0344_MARK LOGO: USE   
 BJ0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ0344+STABILITY: POSITION/ELEVATION WELL
 BJ0344
 BJ0344  HISTORY     - Date     Condition        Report By
 BJ0344  HISTORY     - 1976     MONUMENTED       USE
 BJ0344  HISTORY     - 1976     GOOD             NGS
 BJ0344  HISTORY     - 1986     POOR             NGS
 BJ0344
 BJ0344                          STATION DESCRIPTION
 BJ0344
 BJ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0344'7.9 MI WEST FROM KROTZ SPRINGS.
 BJ0344'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0344'OFFICE AT KROTZ SPRINGS, THENCE 1.1 MILES SOUTH ALONG THE TOP OF THE
 BJ0344'WEST ATCHAFALAYA BASIN PROTECTION LEVEE, AT THE TOE OF THE LEVEE, 132
 BJ0344'FT. WEST OF THE CENTER LINE OF THE LEVEE ROAD, 120 FT. SOUTH OF THE
 BJ0344'CENTER LINE OF A GRAVEL ROAD WEST, 27 FT. EAST OF THE CENTER LINE OF
 BJ0344'A GRAVEL ROAD AT THE TOE OF THE LEVEE, 62 FT. NORTH OF THE CENTER LINE
 BJ0344'OF THE  Y  JUNCTION AT THE TOE OF THE LEVEE, 51 FT. WEST OF THE CENTER
 BJ0344'LINE OF A GRAVEL ROAD LEADING TO TOP OF THE LEVEE, A 1-INCH IRON PIPE
 BJ0344'AND CAP DRIVEN TO A DEPTH OF 92 FT. ENCASED IN A 2-INCH PIPE BORED TO
 BJ0344'A DEPTH OF 78 FT, WITH A 3-INCH SCREW CAP PROJECTING 2 FT ABOVE
 BJ0344'GROUND.
 BJ0344
 BJ0344                          STATION RECOVERY (1986)
 BJ0344
 BJ0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0344'RECOVERED IN POOR CONDITION.  THE PIPE IS LEANING AND LOOSE.  NOT
 BJ0344'LEVELED TO IN 1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3921 ***********************************************************************
 BJ3921  DESIGNATION -  10
 BJ3921  PID         -  BJ3921
 BJ3921  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3921  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3921
 BJ3921                         *CURRENT SURVEY CONTROL
 BJ3921  ___________________________________________________________________
 BJ3921* NAD 83(1986)-  30 24 19.     (N)    091 08 58.     (W)     SCALED    
 BJ3921* NAVD 88     -        11.769  (meters)      38.61   (feet)  ADJUSTED  
 BJ3921  ___________________________________________________________________
 BJ3921  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3921  DYNAMIC HT  -          11.754 (meters)      38.56  (feet)  COMP
 BJ3921  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 BJ3921
 BJ3921  VERT ORDER  -  SECOND    CLASS II
 BJ3921
 BJ3921.The horizontal coordinates were scaled from a topographic map and have
 BJ3921.an estimated accuracy of +/- 6 seconds.
 BJ3921
 BJ3921.The orthometric height was determined by differential leveling
 BJ3921.and adjusted by the National Geodetic Survey in February 1994..
 BJ3921
 BJ3921.The geoid height was determined by GEOID03.
 BJ3921
 BJ3921.The dynamic height is computed by dividing the NAVD 88
 BJ3921.geopotential number by the normal gravity value computed on the
 BJ3921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3921.degrees latitude (g = 980.6199 gals.).
 BJ3921
 BJ3921.The modeled gravity was interpolated from observed gravity values.
 BJ3921
 BJ3921;                    North         East    Units  Estimated Accuracy
 BJ3921;SPC LA S     -   211,210.    1,017,670.      MT  (+/- 180 meters Scaled)
 BJ3921
 BJ3921                          SUPERSEDED SURVEY CONTROL
 BJ3921
 BJ3921.No superseded survey control is available for this station.
 BJ3921
 BJ3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP777651(NAD 83)
 BJ3921_MARKER: DB = BENCH MARK DISK
 BJ3921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3921_SP_SET: CONCRETE POST
 BJ3921_STAMPING: 10 1969
 BJ3921_MARK LOGO: LA-033
 BJ3921_PROJECTION: FLUSH
 BJ3921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3921+STABILITY: SURFACE MOTION
 BJ3921
 BJ3921  HISTORY     - Date     Condition        Report By
 BJ3921  HISTORY     - 1969     MONUMENTED       LA-033
 BJ3921  HISTORY     - 1987     GOOD             LA-033
 BJ3921
 BJ3921                          STATION DESCRIPTION
 BJ3921
 BJ3921'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3921'IN BATON ROUGE.
 BJ3921'LOCATED IN BATON ROUGE AT THE INTERSECTION OF LEE DRIVE AND
 BJ3921'WHITEHAVEN STREET SET IN A DRIVEWAY LEADING TO HOUSE NUMBER 4473
 BJ3921'WHITEHAVEN STREET, 15.8 METERS (52 FEET) NORTHWEST OF THE CENTERLINE
 BJ3921'OF LEE DRIVE 6.4 METERS (21 FEET) NORTHEAST OF THE CENTER OF
 BJ3921'WHITEHAVEN STREET, AND 7.6 METERS (25 FEET) NORTHWEST OF A POWER
 BJ3921'POLE.
 BJ3921'THE MARK IS 7.62 METERS  NW FROM A WITNESS POST.
 BJ3921'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3925 ***********************************************************************
 BJ3925  DESIGNATION -  10 87
 BJ3925  PID         -  BJ3925
 BJ3925  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3925  USGS QUAD   -  ST GABRIEL (1995)
 BJ3925
 BJ3925                         *CURRENT SURVEY CONTROL
 BJ3925  ___________________________________________________________________
 BJ3925* NAD 83(1986)-  30 21 27.     (N)    091 06 28.     (W)     SCALED    
 BJ3925* NAVD 88     -         5.822  (meters)      19.10   (feet)  ADJUSTED  
 BJ3925  ___________________________________________________________________
 BJ3925  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3925  DYNAMIC HT  -           5.814 (meters)      19.07  (feet)  COMP
 BJ3925  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BJ3925
 BJ3925  VERT ORDER  -  SECOND    CLASS II
 BJ3925
 BJ3925.The horizontal coordinates were scaled from a topographic map and have
 BJ3925.an estimated accuracy of +/- 6 seconds.
 BJ3925
 BJ3925.The orthometric height was determined by differential leveling
 BJ3925.and adjusted by the National Geodetic Survey in February 1994..
 BJ3925
 BJ3925.The geoid height was determined by GEOID03.
 BJ3925
 BJ3925.The dynamic height is computed by dividing the NAVD 88
 BJ3925.geopotential number by the normal gravity value computed on the
 BJ3925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3925.degrees latitude (g = 980.6199 gals.).
 BJ3925
 BJ3925.The modeled gravity was interpolated from observed gravity values.
 BJ3925
 BJ3925;                    North         East    Units  Estimated Accuracy
 BJ3925;SPC LA S     -   205,920.    1,021,680.      MT  (+/- 180 meters Scaled)
 BJ3925
 BJ3925                          SUPERSEDED SURVEY CONTROL
 BJ3925
 BJ3925.No superseded survey control is available for this station.
 BJ3925
 BJ3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP818599(NAD 83)
 BJ3925_MARKER: DB = BENCH MARK DISK
 BJ3925_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3925_SP_SET: BRIDGE ABUTMENT
 BJ3925_STAMPING: 10-87 1987
 BJ3925_MARK LOGO: LA-033
 BJ3925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3925+STABILITY: SURFACE MOTION
 BJ3925
 BJ3925  HISTORY     - Date     Condition        Report By
 BJ3925  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3925
 BJ3925                          STATION DESCRIPTION
 BJ3925
 BJ3925'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3925'IN BATON ROUGE.
 BJ3925'LOCATED SOUTH OF THE CITY OF BATON ROUGE AND NORTH ON BLUEBONNET ROAD
 BJ3925'FROM THE INTERSECTION OF HIGHLAND ROAD AND BLUEBONNET ROAD TO THE
 BJ3925'MARK SET IN THE SOUTHWEST CORNER OF THE SOUTHBOUND BRIDGE, 0.16 KM
 BJ3925'(0.1 MI) NORTH ON BLUEBONNET FROM THE HIGHLAND ROAD AND BLUEBONNET
 BJ3925'ROAD INTERSECTION.
 BJ3925'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 BJ3925'THE MARK IS 0.18 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1679 ***********************************************************************
 BK1679  DESIGNATION -  10 A 006
 BK1679  PID         -  BK1679
 BK1679  STATE/COUNTY-  LA/CALCASIEU
 BK1679  USGS QUAD   -  IOWA (1994)
 BK1679
 BK1679                         *CURRENT SURVEY CONTROL
 BK1679  ___________________________________________________________________
 BK1679* NAD 83(1992)-  30 14 56.68584(N)    093 00 49.35439(W)     ADJUSTED  
 BK1679* NAVD 88     -        14.   **(meters)      46.   **(feet)  SCALED    
 BK1679  **This station is located in a subsidence area (see below).
 BK1679  ___________________________________________________________________
 BK1679  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BK1679  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK1679  DYNAMIC HT  -          14.2   (meters)      47.    (feet)  COMP
 BK1679  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 BK1679
 BK1679  HORZ ORDER  -  SECOND
 BK1679  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1679
 BK1679.The horizontal coordinates were established by classical geodetic methods
 BK1679.and adjusted by the National Geodetic Survey in January 1993..
 BK1679
 BK1679 ** The orthometric height has not been validated since last determined
 BK1679 ** by differential leveling and should not be used for control purposes.
 BK1679 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1679 ** area with valid NAVD 88 orthometric heights.
 BK1679 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1679 ** epoch indicated which incorporates improved geoid heights for the
 BK1679 ** Southern Louisiana Subsidence area.
 BK1679 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1679.The orthometric height was scaled from a topographic map.
 BK1679.The vertical order pertains to the NGVD 29 superseded value.
 BK1679
 BK1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1679
 BK1679.The geoid height was determined by GEOID03.
 BK1679
 BK1679.The dynamic height is computed by dividing the NAVD 88
 BK1679.geopotential number by the normal gravity value computed on the
 BK1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1679.degrees latitude (g = 980.6199 gals.).
 BK1679
 BK1679.The modeled gravity was interpolated from observed gravity values.
 BK1679
 BK1679;                    North         East     Units Scale Factor Converg.
 BK1679;SPC LA S     -   195,061.749   838,289.463   MT  0.99993509   -0 50 24.8
 BK1679;SPC LA S     -   639,965.09  2,750,288.01   sFT  0.99993509   -0 50 24.8
 BK1679;UTM  15      - 3,346,385.971   498,681.060   MT  0.99960002   -0 00 24.9
 BK1679
 BK1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1679!SPC LA S     -   1.00000204  x   0.99993509  =   0.99993713
 BK1679!UTM  15      -   1.00000204  x   0.99960002  =   0.99960206
 BK1679
 BK1679:                Primary Azimuth Mark                     Grid Az
 BK1679:SPC LA S     -  IOWA 2                                   268 48 51.8
 BK1679:UTM  15      -  IOWA 2                                   267 58 51.9
 BK1679
 BK1679|---------------------------------------------------------------------|
 BK1679| PID    Reference Object                     Distance      Geod. Az  |
 BK1679|                                                           dddmmss.s |
 BK1679| BK3092 IOWA 2                              APPROX. 6.1 KM 2675827.0 |
 BK1679|---------------------------------------------------------------------|
 BK1679
 BK1679                          SUPERSEDED SURVEY CONTROL
 BK1679
 BK1679  NAD 83(1986)-  30 14 56.70695(N)    093 00 49.34796(W) AD(       ) 2
 BK1679  NAD 27      -  30 14 55.96152(N)    093 00 48.80870(W) AD(       ) 2
 BK1679  NGVD 29 (??/??/??)   14.240  (m)           46.72   (f) ADJUSTED    1 2
 BK1679
 BK1679.Superseded values are not recommended for survey control.
 BK1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1679.See file dsdata.txt to determine how the superseded data were derived.
 BK1679
 BK1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9868146386(NAD 83)
 BK1679_MARKER: DD = SURVEY DISK
 BK1679_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK1679_SP_SET: SIDEWALK
 BK1679_STAMPING: 10A006
 BK1679_MARK LOGO: LADTD 
 BK1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1679
 BK1679  HISTORY     - Date     Condition        Report By
 BK1679  HISTORY     - 1965     MONUMENTED       LADH
 BK1679  HISTORY     - 1969     GOOD             LADTD
 BK1679  HISTORY     - 1986     GOOD             NGS
 BK1679
 BK1679                          STATION DESCRIPTION
 BK1679
 BK1679'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK1679'STATION IS SET IN THE SOUTHEAST CORNER OF THE OVERPASS AND
 BK1679'INTERCHANGE OF LA. HIGHWAY 383, OVER INTERSTATE I-10, IN THE
 BK1679'SOUTHEAST OVERPASS ABUTMENT ON THE CURB, 1.60 FEET WEST OF
 BK1679'WITNESS POST AND IS A STANDARD DISK SET FLUSH WITH THE CURB.
 BK1679'STATION IS STAMPED 10A006.  TO REACH THIS STATION FROM THE ST.
 BK1679'RAPHAEL CATHOLIC CHURCH IN IOWA, FOLLOW LA. HIGHWAY 383 FOR 0.90
 BK1679'MILE TO STATION IN OVERPASS.
 BK1679'
 BK1679'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK1679
 BK1679                          STATION RECOVERY (1969)
 BK1679
 BK1679'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK1679'0.83 MI N FROM IOWA.
 BK1679'ABOUT 0.03 MILES WEST ALONG EAST FIRST STREET FROM THE POST OFFICE AT
 BK1679'IOWA, THENCE 0.8 MILES NORTH ALONG STATE ROUTE 383, LOCATED ON THE
 BK1679'SOUTHEAST END OF THE STRUCTURE, 16 FEET EAST OF THE CENTERLINE OF
 BK1679'STATE ROUTE 383, 3 FEET SOUTH OF THE SOUTHEAST OF THE HANDRAIL, 2 FEET
 BK1679'EAST OF THE GUARD RAIL, 1.6 FEET NORTHWEST OF A STEEL WITNESS POST, 1
 BK1679'FOOT ABOVE ROADWAY, DRILLED IN SIDEWALK AND FLUSH WITH SIDEWALK.
 BK1679'SECTION 20, T 9 S, R 6 W.
 BK1679
 BK1679                          STATION RECOVERY (1986)
 BK1679
 BK1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0761 ***********************************************************************
 BK0761  DESIGNATION -  10 A 007 LADTD
 BK0761  PID         -  BK0761
 BK0761  STATE/COUNTY-  LA/CALCASIEU
 BK0761  USGS QUAD   -  LACASSINE (1985)
 BK0761
 BK0761                         *CURRENT SURVEY CONTROL
 BK0761  ___________________________________________________________________
 BK0761* NAD 83(1992)-  30 14 59.89907(N)    092 59 52.86803(W)     ADJUSTED  
 BK0761* NAVD 88     -         7.54   (+/-2cm)      24.7  **(feet)  VERTCON   
 BK0761  **This station is located in a subsidence area (see below).
 BK0761  ___________________________________________________________________
 BK0761  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BK0761  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0761
 BK0761  HORZ ORDER  -  SECOND
 BK0761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0761
 BK0761.The horizontal coordinates were established by classical geodetic methods
 BK0761.and adjusted by the National Geodetic Survey in January 1993..
 BK0761
 BK0761 ** The orthometric height has not been validated since last determined
 BK0761 ** by differential leveling and should not be used for control purposes.
 BK0761 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0761 ** area with valid NAVD 88 orthometric heights.
 BK0761 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0761 ** epoch indicated which incorporates improved geoid heights for the
 BK0761 ** Southern Louisiana Subsidence area.
 BK0761 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0761.The vertical order pertains to the NGVD 29 superseded value.
 BK0761
 BK0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0761
 BK0761.The geoid height was determined by GEOID03.
 BK0761
 BK0761;                    North         East     Units Scale Factor Converg.
 BK0761;SPC LA S     -   195,138.639   839,800.780   MT  0.99993516   -0 49 56.5
 BK0761;SPC LA S     -   640,217.35  2,755,246.39   sFT  0.99993516   -0 49 56.5
 BK0761;UTM  15      - 3,346,484.800   500,190.592   MT  0.99960000   +0 00 03.6
 BK0761
 BK0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0761!SPC LA S     -   1.00000310  x   0.99993516  =   0.99993826
 BK0761!UTM  15      -   1.00000310  x   0.99960000  =   0.99960310
 BK0761
 BK0761:                Primary Azimuth Mark                     Grid Az
 BK0761:SPC LA S     -  10 A 006                                 267 05 15.2
 BK0761:UTM  15      -  10 A 006                                 266 15 15.1
 BK0761
 BK0761|---------------------------------------------------------------------|
 BK0761| PID    Reference Object                     Distance      Geod. Az  |
 BK0761|                                                           dddmmss.s |
 BK0761| BK1679 10 A 006                            APPROX. 1.5 KM 2661518.7 |
 BK0761|---------------------------------------------------------------------|
 BK0761
 BK0761                          SUPERSEDED SURVEY CONTROL
 BK0761
 BK0761  NAD 83(1986)-  30 14 59.92018(N)    092 59 52.86168(W) AD(       ) 2
 BK0761  NAD 27      -  30 14 59.17465(N)    092 59 52.32370(W) AD(       ) 2
 BK0761  NGVD 29 (??/??/??)    7.526  (m)           24.69   (f) ADJUSTED    2 0
 BK0761
 BK0761.Superseded values are not recommended for survey control.
 BK0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0761.See file dsdata.txt to determine how the superseded data were derived.
 BK0761
 BK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0019146485(NAD 83)
 BK0761_MARKER: DS = TRIANGULATION STATION DISK
 BK0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0761_STAMPING: 10A007
 BK0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0761+STABILITY: SURFACE MOTION
 BK0761
 BK0761  HISTORY     - Date     Condition        Report By
 BK0761  HISTORY     - 1965     MONUMENTED       LADH
 BK0761  HISTORY     - 1969     GOOD             LADTD
 BK0761  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0761
 BK0761                          STATION DESCRIPTION
 BK0761
 BK0761'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK0761'STATION IS 0.95 MILE EAST, ALONG INTERSTATE I-10 OF LA. HIGHWAY
 BK0761'383 INTERCHANGE, 78 FEET SOUTH OF CENTERLINE OF SOUTH ROADWAY
 BK0761'OF INTERSTATE I-10, 3.40 FEET SOUTH OF WITNESS POST, 3.20
 BK0761'FEET NORTH OF EAST-WEST FENCE ALONG RIGHT OF WAY INTERSTATE
 BK0761'I-10 AND 403.0 FEET WEST OF THE SOUTHWEST CORNER OF A HEADWALL
 BK0761'OF A CROSS DRAIN UNDER INTERSTATE I-10.  STATION IS A STANDARD
 BK0761'DISK SET IN A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 BK0761'SURFACE OF THE GROUND.  STATION IS STAMPED 10A007.  TO REACH
 BK0761'THIS STATION FROM THE ST. RAPHAEL CATHOLIC CHURCH IN IOWA,
 BK0761'FOLLOW LA. HIGHWAY 383 NORTH FOR 0.90 MILE, THENCE EAST
 BK0761'ALONG INTERSTATE I-10 FOR 0.95 MILE TO STATION ON SOUTH SIDE
 BK0761'OF HIGHWAY.
 BK0761'
 BK0761'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK0761
 BK0761                          STATION RECOVERY (1969)
 BK0761
 BK0761'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0761'1.88 MI NE FROM IOWA.
 BK0761'ABOUT 0.03 MILES WEST ALONG EAST FIRST STREET FROM THE POST OFFICE AT
 BK0761'IOWA, THENCE 0.9 MILES NORTH ON STATE ROUTE 383, THENCE 0.95 MILES
 BK0761'EAST ON I-10, 78 FEET SOUTH OF THE CENTERLINE OF THE SOUTH ROADWAY OF
 BK0761'I-10, 3.2 FEET NORTH OF AN EAST-WEST R/W FENCE OF I-10, 403 FEET WEST
 BK0761'OF THE SOUTHWEST CORNER OF THE HEADWALL OF A CROSS DRAIN ON I-10, 3.4
 BK0761'FEET SOUTH OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BK0761'PROJECTING 3 INCHES.  SECTION 20, T 9S, R 6W.
 BK0761
 BK0761                          STATION RECOVERY (2002)
 BK0761
 BK0761'RECOVERY NOTE BY US POWER SQUADRON 2002 (CMM)
 BK0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0760 ***********************************************************************
 BK0760  DESIGNATION -  10 A 008 LAGS
 BK0760  PID         -  BK0760
 BK0760  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0760  USGS QUAD   -  LACASSINE (1985)
 BK0760
 BK0760                         *CURRENT SURVEY CONTROL
 BK0760  ___________________________________________________________________
 BK0760* NAD 83(1992)-  30 14 54.07168(N)    092 58 54.57778(W)     ADJUSTED  
 BK0760* NAVD 88     -        17.   **(meters)      56.   **(feet)  SCALED    
 BK0760  **This station is located in a subsidence area (see below).
 BK0760  ___________________________________________________________________
 BK0760  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BK0760  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0760  DYNAMIC HT  -          17.1   (meters)      56.    (feet)  COMP
 BK0760  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 BK0760
 BK0760  HORZ ORDER  -  SECOND
 BK0760  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0760
 BK0760.The horizontal coordinates were established by classical geodetic methods
 BK0760.and adjusted by the National Geodetic Survey in January 1993..
 BK0760
 BK0760 ** The orthometric height has not been validated since last determined
 BK0760 ** by differential leveling and should not be used for control purposes.
 BK0760 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0760 ** area with valid NAVD 88 orthometric heights.
 BK0760 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0760 ** epoch indicated which incorporates improved geoid heights for the
 BK0760 ** Southern Louisiana Subsidence area.
 BK0760 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0760.The orthometric height was scaled from a topographic map.
 BK0760.The vertical order pertains to the NGVD 29 superseded value.
 BK0760
 BK0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0760
 BK0760.The geoid height was determined by GEOID03.
 BK0760
 BK0760.The dynamic height is computed by dividing the NAVD 88
 BK0760.geopotential number by the normal gravity value computed on the
 BK0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0760.degrees latitude (g = 980.6199 gals.).
 BK0760
 BK0760.The modeled gravity was interpolated from observed gravity values.
 BK0760
 BK0760;                    North         East     Units Scale Factor Converg.
 BK0760;SPC LA S     -   194,936.696   841,356.285   MT  0.99993504   -0 49 27.4
 BK0760;SPC LA S     -   639,554.81  2,760,349.75   sFT  0.99993504   -0 49 27.4
 BK0760;UTM  15      - 3,346,305.564   501,748.348   MT  0.99960004   +0 00 33.0
 BK0760
 BK0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0760!SPC LA S     -   1.00000159  x   0.99993504  =   0.99993663
 BK0760!UTM  15      -   1.00000159  x   0.99960004  =   0.99960163
 BK0760
 BK0760:                Primary Azimuth Mark                     Grid Az
 BK0760:SPC LA S     -  WOOD                                     022 37 23.6
 BK0760:UTM  15      -  WOOD                                     021 47 23.2
 BK0760
 BK0760|---------------------------------------------------------------------|
 BK0760| PID    Reference Object                     Distance      Geod. Az  |
 BK0760|                                                           dddmmss.s |
 BK0760| BK0758 WOOD                                APPROX. 1.0 KM 0214756.2 |
 BK0760|---------------------------------------------------------------------|
 BK0760
 BK0760                          SUPERSEDED SURVEY CONTROL
 BK0760
 BK0760  NAD 83(1986)-  30 14 54.09278(N)    092 58 54.57149(W) AD(       ) 2
 BK0760  NAD 27      -  30 14 53.34686(N)    092 58 54.03501(W) AD(       ) 2
 BK0760  NGVD 29 (??/??/??)   17.137  (m)           56.22   (f) ADJUSTED    1 1
 BK0760
 BK0760.Superseded values are not recommended for survey control.
 BK0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0760.See file dsdata.txt to determine how the superseded data were derived.
 BK0760
 BK0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0174846306(NAD 83)
 BK0760_MARKER: DS = TRIANGULATION STATION DISK
 BK0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0760_SP_SET: FLOOR
 BK0760_STAMPING: 10A008
 BK0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0760+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 BK0760
 BK0760  HISTORY     - Date     Condition        Report By
 BK0760  HISTORY     - 1965     MONUMENTED       LADH
 BK0760  HISTORY     - 1970     GOOD             NGS
 BK0760  HISTORY     - 20021102 GOOD             USPSQD
 BK0760  HISTORY     - 20040407 GOOD             USPSQD
 BK0760  HISTORY     - 20060321 GOOD             USPSQD
 BK0760
 BK0760                          STATION DESCRIPTION
 BK0760
 BK0760'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK0760'STATION IS SET IN THE SOUTHEAST CORNER OF THE OVERPASS ON
 BK0760'THE NORTH ROADWAY OF THE LA. HIGHWAY 165 INTERCHANGE ON
 BK0760'INTERSTATE I-10.  STATION IS A STANDARD DISK SET IN THE
 BK0760'ROADWAY, IN THE ABUTMENT, 3 FEET NORTH OF THE CURB.  STATION
 BK0760'IS STAMPED 10A008.  TO REACH THIS STATION FROM THE ST. RAPHAEL
 BK0760'CATHOLIC CHURCH IN IOWA, FOLLOW LA. HIGHWAY 383 NORTH FOR
 BK0760'0.90 MILE, THENCE EAST ALONG INTERSTATE I-10 FOR 1.95 MILES
 BK0760'TO STATION ON OVERPASS.
 BK0760'
 BK0760'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK0760
 BK0760                          STATION RECOVERY (1970)
 BK0760
 BK0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0760'2.55 MI NE FROM IOWA.
 BK0760'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF THE
 BK0760'HIGHWAY AND STATE HIGHWAY 383 AT IOWA, THENCE 1.4 MILES NORTHEAST
 BK0760'ALONG THE MISSOURI PACIFIC RAILROAD, 210 FEET SOUTHEAST OF THE
 BK0760'SOUTHEAST RAIL, SET IN THE TOP OF THE CONCRETE FLOOR OF THE EAST END
 BK0760'OF THE MORE NORTHERLY OF 2 UNDERPASSES FOR INTERSTATE HIGHWAY 10, 11
 BK0760'FEET SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF THE
 BK0760'HIGHWAY, 4.7 FEET NORTH OF THE EAST END OF THE SOUTH CONCRETE GUARD
 BK0760'RAIL ON THE UNDERPASS, 7.5 FEET NORTH OF A METAL WITNESS POST, AND
 BK0760'ABOUT LEVEL WITH THE HIGHWAY.  SEC 21, T 9S,R 6W.
 BK0760
 BK0760                          STATION RECOVERY (2002)
 BK0760
 BK0760'RECOVERY NOTE BY US POWER SQUADRON 2002 (CMM)
 BK0760'RECOVERED IN GOOD CONDITION.
 BK0760
 BK0760                          STATION RECOVERY (2004)
 BK0760
 BK0760'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK0760'DESCRIPTION IS ADEQUATE EXCEPT, THE MARK IS PHYSICALL LOCATED ON THE
 BK0760'ROAD SURFACE OF THE LEFT LANE OF WEST BOUND I 10.
 BK0760
 BK0760                          STATION RECOVERY (2006)
 BK0760
 BK0760'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0048 ***********************************************************************
 BJ0048  DESIGNATION -  10 ABLDAPA
 BJ0048  PID         -  BJ0048
 BJ0048  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0048  USGS QUAD   -  MORGANZA (1994)
 BJ0048
 BJ0048                         *CURRENT SURVEY CONTROL
 BJ0048  ___________________________________________________________________
 BJ0048* NAD 83(1986)-  30 43 20.     (N)    091 34 08.     (W)     SCALED    
 BJ0048* NAVD 88     -         9.741  (meters)      31.96   (feet)  ADJUSTED  
 BJ0048  ___________________________________________________________________
 BJ0048  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0048  DYNAMIC HT  -           9.729 (meters)      31.92  (feet)  COMP
 BJ0048  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 BJ0048
 BJ0048  VERT ORDER  -  FIRST     CLASS I
 BJ0048
 BJ0048.The horizontal coordinates were scaled from a topographic map and have
 BJ0048.an estimated accuracy of +/- 6 seconds.
 BJ0048
 BJ0048.The orthometric height was determined by differential leveling
 BJ0048.and adjusted by the National Geodetic Survey in February 1994..
 BJ0048
 BJ0048.The geoid height was determined by GEOID03.
 BJ0048
 BJ0048.The dynamic height is computed by dividing the NAVD 88
 BJ0048.geopotential number by the normal gravity value computed on the
 BJ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0048.degrees latitude (g = 980.6199 gals.).
 BJ0048
 BJ0048.The modeled gravity was interpolated from observed gravity values.
 BJ0048
 BJ0048;                    North         East    Units  Estimated Accuracy
 BJ0048;SPC LA S     -   246,350.      977,440.      MT  (+/- 180 meters Scaled)
 BJ0048
 BJ0048                          SUPERSEDED SURVEY CONTROL
 BJ0048
 BJ0048  NAVD 88 (06/15/91)    9.774  (m)           32.07   (f) UNKNOWN     1 1
 BJ0048  NGVD 29 (??/??/??)    9.732  (m)           31.93   (f) ADJUSTED    1 1
 BJ0048
 BJ0048.Superseded values are not recommended for survey control.
 BJ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0048.See file dsdata.txt to determine how the superseded data were derived.
 BJ0048
 BJ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP370996(NAD 83)
 BJ0048_MARKER: Z = SEE DESCRIPTION
 BJ0048_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0048_SP_SET: 78 FT IRON PIPE
 BJ0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0048
 BJ0048  HISTORY     - Date     Condition        Report By
 BJ0048  HISTORY     - UNK      MONUMENTED       USE
 BJ0048  HISTORY     - 1976     GOOD             NGS
 BJ0048
 BJ0048                          STATION DESCRIPTION
 BJ0048
 BJ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0048'2.3 MI SE FROM MORGANZA.
 BJ0048'2 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 10 FROM THE CITY HALL,
 BJ0048'THENCE 0.3 MILE ACROSS COUNTRY, AT THE LANDSIDE TOE OF THE LEVEE DUE
 BJ0048'NORTH OF BENCH MARK S 207, 282 FT SOUTHWEST OF THE CENTER OF A CATTLE
 BJ0048'GUARD ON THE LEVEE, 186 FT SOUTH OF THE CENTER LINE OF THE LEVEE ROAD,
 BJ0048'A 1-INCH IRON PIPE AND CAP DRIVEN TO A DEPTH OF 78 FT ENCASED IN
 BJ0048'A 2-INCH PIPE THAT IS BORED TO A DEPTH OF 54 FT WITH A 3-INCH SCREW
 BJ0048'CAP FOR ACCESS, CAP IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0777 ***********************************************************************
 CQ0777  DESIGNATION -  10 BOLT
 CQ0777  PID         -  CQ0777
 CQ0777  STATE/COUNTY-  LA/CALDWELL
 CQ0777  USGS QUAD   -  BLANKSTON (1989)
 CQ0777
 CQ0777                         *CURRENT SURVEY CONTROL
 CQ0777  ___________________________________________________________________
 CQ0777* NAD 83(1986)-  32 14 21.     (N)    092 07 51.     (W)     SCALED    
 CQ0777* NAVD 88     -        19.63   (+/-2cm)      64.4    (feet)  VERTCON   
 CQ0777  ___________________________________________________________________
 CQ0777  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0777
 CQ0777  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0777
 CQ0777.The horizontal coordinates were scaled from a topographic map and have
 CQ0777.an estimated accuracy of +/- 6 seconds.
 CQ0777
 CQ0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0777.The vertical order pertains to the NGVD 29 superseded value.
 CQ0777
 CQ0777.The geoid height was determined by GEOID03.
 CQ0777
 CQ0777;                    North         East    Units  Estimated Accuracy
 CQ0777;SPC LA N     -   192,890.    1,034,790.      MT  (+/- 180 meters Scaled)
 CQ0777
 CQ0777                          SUPERSEDED SURVEY CONTROL
 CQ0777
 CQ0777  NGVD 29 (??/??/??)   19.663  (m)           64.51   (f) ADJUSTED    1 2
 CQ0777
 CQ0777.Superseded values are not recommended for survey control.
 CQ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0777.See file dsdata.txt to determine how the superseded data were derived.
 CQ0777
 CQ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR818672(NAD 83)
 CQ0777_MARKER: B = BOLT
 CQ0777_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0777_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0777
 CQ0777  HISTORY     - Date     Condition        Report By
 CQ0777  HISTORY     - UNK      MONUMENTED       DOD
 CQ0777  HISTORY     - 1966     GOOD             CGS
 CQ0777
 CQ0777                          STATION DESCRIPTION
 CQ0777
 CQ0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0777'7.2 MI SW FROM BOSCO.
 CQ0777'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0777'BOSCO, THENCE 2.2 MILES NORTHWEST ALONG A PAVED ROAD, THENCE 0.1 MILE
 CQ0777'WEST ALONG THE NORTH FOOT OF A LEVEE, IN SECTION 35, T 15 N, R 3 E, 82
 CQ0777'FEET NORTH OF THE CENTER LINE OF THE LEVEE, 310 FEET EAST OF THE
 CQ0777'CENTER LINE OF A ROAD WHICH DEAD ENDS AT THE LEVEE, 41 FEET NORTH OF A
 CQ0777'ROW OF TREES, 37 FEET NORTHWEST OF A 30-INCH PECAN TREE, 1.0 FOOT
 CQ0777'SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TOP
 CQ0777'OF THE LEVEE, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 CQ0777'FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 CQ0777'PIPE WHICH BEARS A BRASS CAP AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2081 ***********************************************************************
 BJ2081  DESIGNATION -  10 C
 BJ2081  PID         -  BJ2081
 BJ2081  STATE/COUNTY-  LA/ST MARTIN
 BJ2081  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2081
 BJ2081                         *CURRENT SURVEY CONTROL
 BJ2081  ___________________________________________________________________
 BJ2081* NAD 83(1986)-  30 03 30.     (N)    091 28 52.     (W)     SCALED    
 BJ2081* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 BJ2081  ___________________________________________________________________
 BJ2081  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ2081
 BJ2081  VERT ORDER  -  ? (See Below)
 BJ2081
 BJ2081.The horizontal coordinates were scaled from a topographic map and have
 BJ2081.an estimated accuracy of +/- 6 seconds.
 BJ2081
 BJ2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2081.The vertical order pertains to the NGVD 29 superseded value.
 BJ2081
 BJ2081.The geoid height was determined by GEOID03.
 BJ2081
 BJ2081;                    North         East    Units  Estimated Accuracy
 BJ2081;SPC LA S     -   172,740.      985,750.      MT  (+/- 180 meters Scaled)
 BJ2081
 BJ2081                          SUPERSEDED SURVEY CONTROL
 BJ2081
 BJ2081  NGVD 29 (??/??/??)    3.035  (m)            9.96   (f) ADJUSTED    ?  
 BJ2081
 BJ2081.Superseded values are not recommended for survey control.
 BJ2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2081.See file dsdata.txt to determine how the superseded data were derived.
 BJ2081
 BJ2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP464262(NAD 83)
 BJ2081_MARKER: S = SPIKE
 BJ2081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2081_SP_SET: TREE
 BJ2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2081
 BJ2081  HISTORY     - Date     Condition        Report By
 BJ2081  HISTORY     - UNK      MONUMENTED       DOD
 BJ2081  HISTORY     - 1936     GOOD             DOD
 BJ2081
 BJ2081                          STATION DESCRIPTION
 BJ2081
 BJ2081'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2081'6.5 MI SE FROM BAYOU CHENE.
 BJ2081'ABOUT 6.5 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2081'MARTIN PARISH, ABOUT 4-3/4 MILES SOUTH OF THE HEAD OF LAKE CHICOT,
 BJ2081'ABOUT 1-1/2 MILES NORTH OF LULA CHUTE, ABOUT 3/4 MILE SOUTH OF THE
 BJ2081'NICK BURNS RESIDENCE, ON THE EAST BANK OF CHICOT PASS, IN SEC. 31, T.
 BJ2081'11 S., R. 10 E., ABOUT 1,200 FEET BELOW THE UPPER END OF THE ISLAND IN
 BJ2081'THE PASS, ABOUT 180 FEET EAST OF THE EAST BANK, IN A SCRUBBY 34-INCH
 BJ2081'CYPRESS TREE, AND ABOUT 3 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1391 ***********************************************************************
 BK1391  DESIGNATION -  10 C 007 LADTD
 BK1391  PID         -  BK1391
 BK1391  STATE/COUNTY-  LA/CALCASIEU
 BK1391  USGS QUAD   -  WESTLAKE (1996)
 BK1391
 BK1391                         *CURRENT SURVEY CONTROL
 BK1391  ___________________________________________________________________
 BK1391* NAD 83(1992)-  30 14 15.87506(N)    093 16 32.01810(W)     ADJUSTED  
 BK1391* NAVD 88     -         3.47   (+/-2cm)      11.4  **(feet)  VERTCON   
 BK1391  **This station is located in a subsidence area (see below).
 BK1391  ___________________________________________________________________
 BK1391  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BK1391  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK1391
 BK1391  HORZ ORDER  -  SECOND
 BK1391  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1391
 BK1391.The horizontal coordinates were established by classical geodetic methods
 BK1391.and adjusted by the National Geodetic Survey in January 1993..
 BK1391
 BK1391 ** The orthometric height has not been validated since last determined
 BK1391 ** by differential leveling and should not be used for control purposes.
 BK1391 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1391 ** area with valid NAVD 88 orthometric heights.
 BK1391 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1391 ** epoch indicated which incorporates improved geoid heights for the
 BK1391 ** Southern Louisiana Subsidence area.
 BK1391 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1391.The vertical order pertains to the NGVD 29 superseded value.
 BK1391
 BK1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1391
 BK1391.The geoid height was determined by GEOID03.
 BK1391
 BK1391;                    North         East     Units Scale Factor Converg.
 BK1391;SPC LA S     -   194,203.625   813,071.255   MT  0.99993426   -0 58 16.1
 BK1391;SPC LA S     -   637,149.73  2,667,551.28   sFT  0.99993426   -0 58 16.1
 BK1391;UTM  15      - 3,345,161.796   473,486.347   MT  0.99960867   -0 08 19.6
 BK1391
 BK1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1391!SPC LA S     -   1.00000374  x   0.99993426  =   0.99993800
 BK1391!UTM  15      -   1.00000374  x   0.99960867  =   0.99961241
 BK1391
 BK1391:                Primary Azimuth Mark                     Grid Az
 BK1391:SPC LA S     -  10C006 LADH 1965                         252 00 21.3
 BK1391:UTM  15      -  10C006 LADH 1965                         251 10 24.8
 BK1391
 BK1391|---------------------------------------------------------------------|
 BK1391| PID    Reference Object                     Distance      Geod. Az  |
 BK1391|                                                           dddmmss.s |
 BK1391| BK3143 10C006 LADH 1965                    APPROX. 1.1 KM 2510205.2 |
 BK1391|---------------------------------------------------------------------|
 BK1391
 BK1391                          SUPERSEDED SURVEY CONTROL
 BK1391
 BK1391  NAD 83(1986)-  30 14 15.89567(N)    093 16 32.00946(W) AD(       ) 2
 BK1391  NAD 27      -  30 14 15.15778(N)    093 16 31.45205(W) AD(       ) 2
 BK1391  NGVD 29 (??/??/??)    3.427  (m)           11.24   (f) ADJUSTED    1 1
 BK1391
 BK1391.Superseded values are not recommended for survey control.
 BK1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1391.See file dsdata.txt to determine how the superseded data were derived.
 BK1391
 BK1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7348645162(NAD 83)
 BK1391_MARKER: DD = SURVEY DISK
 BK1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1391_STAMPING: 10C007
 BK1391_MARK LOGO: LADH  
 BK1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1391+STABILITY: SURFACE MOTION
 BK1391
 BK1391  HISTORY     - Date     Condition        Report By
 BK1391  HISTORY     - 1965     MONUMENTED       LADH
 BK1391  HISTORY     - 1970     GOOD             LADH
 BK1391  HISTORY     - 1972     GOOD             NGS
 BK1391  HISTORY     - 1981     MARK NOT FOUND   NGS
 BK1391  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1391
 BK1391                          STATION DESCRIPTION
 BK1391
 BK1391'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK1391'THE STATION IS 48.40 FEET NORTH OF THE CENTERLINE OF THE
 BK1391'TWO LANES ON U.S. HIGHWAY 90 WEST THAT ARE PARALLEL WITH
 BK1391'INTERSTATE I-10, 1.97 FEET NORTH OF WITNESS POST AND SIGN,
 BK1391'4.73 FEET SOUTH OF A FENCE, APPROXIMATELY 100 FEET SOUTH OF THE
 BK1391'SOUTH RAIL ON THE MAIN LINE OF THE SOUTHERN PACIFIC RAILROAD,
 BK1391'500 FEET EAST OF U.S. HIGHWAY 90 EXIT ON INTERSTATE I-10 AND
 BK1391'375 FEET WEST OF THE U.S. HIGHWAY 90 AND COLUMBIA STREET EXIT
 BK1391'SIGN.
 BK1391'
 BK1391'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT IS
 BK1391'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BK1391'STATION IS STAMPED 10C007.
 BK1391'
 BK1391'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK1391'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO INTERSTATE
 BK1391'I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 3.40 MILES TO
 BK1391'STATION ON THE NORTH SIDE OF HIGHWAY.
 BK1391'
 BK1391'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK1391
 BK1391                          STATION RECOVERY (1970)
 BK1391
 BK1391'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (DJT)
 BK1391'THE STATION WAS VISITED JANUARY 16, 1970 AND THE STATION MARK
 BK1391'WAS FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK1391'
 BK1391'THE STATION IS LOCATED 4 MILES WEST OF LAKE CHARLES AND 0.97
 BK1391'MILES SOUTHEAST OF WEST LAKE, IN THE NORTHWEST, 1/4 OF SECTION
 BK1391'34, T9S, R9W, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BK1391'OF HIGHWAYS.  IT IS 48-1/2 FEET NORTH OF THE CENTERLINE OF
 BK1391'THE TWO LANES OF U.S. 90 THAT PARALLEL WITH I-10, APPROXIMATELY
 BK1391'100 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN LINE OF THE
 BK1391'SOUTHERN PACIFIC RAILROAD, 500 FEET EAST OF U.S. 90 EXIT
 BK1391'ON I-10, 375 FEET WEST OF U.S. 90 AND COLUMBIA SOUTHERN ROAD
 BK1391'EXIT SIGN, 2 FEET NORTH OF A STEEL WITNESS POST.
 BK1391'
 BK1391'IT IS A STANDARD TRIANGULATION DISK, STAMPED 10C007, PROJECTING
 BK1391'4 INCHES.
 BK1391'
 BK1391'TO REACH THE STATION FROM THE U.S. POST OFFICE AT WEST LAKE,
 BK1391'GO 0.1 MILE NORTH ALONG HILMA STREET, THENCE 0.5 MILE WEST ALONG
 BK1391'SULPHUR AVENUE, THENCE 0.3 MILE SOUTH ALONG STATE ROUTE 3065,
 BK1391'THENCE 0.8 MILE WEST ALONG U.S. 90 TO THE MARKER ON THE RIGHT.
 BK1391'
 BK1391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.97 MILES
 BK1391'SOUTHEAST OF WESTLAKE
 BK1391
 BK1391                          STATION RECOVERY (1972)
 BK1391
 BK1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1391'1.6 MI W FROM WEST LAKE.
 BK1391'ABOUT 1.6 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WEST
 BK1391'END OF THE RAILROAD BRIDGE OVER THE CALCASIEU RIVER AT WEST LAKE, 0.1
 BK1391'MILE EAST OF A SIGN BEARING LETTERS INTERSTATE 10 WEST, 375 FEET OF
 BK1391'U.S. 90 AND COLUMBIA STREET EXIT SIGN, 100 FEET SOUTH OF THE SOUTH
 BK1391'RAIL OF THE MAIN TRACK, 70.5 FEET EAST-NORTHEAST OF HIGHWAY MILEPOST
 BK1391'NO. 27, 48 1/2 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 90, 2
 BK1391'FEET NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 BK1391'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. SEC
 BK1391'34, T 9S, R 9W.
 BK1391
 BK1391                          STATION RECOVERY (1981)
 BK1391
 BK1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1391'A THOROUGH SEARCH WAS MADE AT THE LOCATION AND A DRAINAGE DITCH HAS
 BK1391'BEEN WIDENED AND 2 FEET OF FILL NOW COVERS THE MARK AND EXACT LOCATION
 BK1391'COULD NOT BE FOUND.
 BK1391
 BK1391                          STATION RECOVERY (2002)
 BK1391
 BK1391'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 BK1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0776 ***********************************************************************
 CQ0776  DESIGNATION -  10 CAP
 CQ0776  PID         -  CQ0776
 CQ0776  STATE/COUNTY-  LA/CALDWELL
 CQ0776  USGS QUAD   -  BLANKSTON (1989)
 CQ0776
 CQ0776                         *CURRENT SURVEY CONTROL
 CQ0776  ___________________________________________________________________
 CQ0776* NAD 83(1986)-  32 14 22.     (N)    092 07 51.     (W)     SCALED    
 CQ0776* NAVD 88     -        20.88   (+/-2cm)      68.5    (feet)  VERTCON   
 CQ0776  ___________________________________________________________________
 CQ0776  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0776
 CQ0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0776
 CQ0776.The horizontal coordinates were scaled from a topographic map and have
 CQ0776.an estimated accuracy of +/- 6 seconds.
 CQ0776
 CQ0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0776.The vertical order pertains to the NGVD 29 superseded value.
 CQ0776
 CQ0776.The geoid height was determined by GEOID03.
 CQ0776
 CQ0776;                    North         East    Units  Estimated Accuracy
 CQ0776;SPC LA N     -   192,920.    1,034,790.      MT  (+/- 180 meters Scaled)
 CQ0776
 CQ0776                          SUPERSEDED SURVEY CONTROL
 CQ0776
 CQ0776  NGVD 29 (??/??/??)   20.908  (m)           68.60   (f) ADJUSTED    1 2
 CQ0776
 CQ0776.Superseded values are not recommended for survey control.
 CQ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0776.See file dsdata.txt to determine how the superseded data were derived.
 CQ0776
 CQ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR818673(NAD 83)
 CQ0776_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0776_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0776_STAMPING: P B M 10
 CQ0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0776
 CQ0776  HISTORY     - Date     Condition        Report By
 CQ0776  HISTORY     - UNK      MONUMENTED       DOD
 CQ0776  HISTORY     - 1966     GOOD             CGS
 CQ0776
 CQ0776                          STATION DESCRIPTION
 CQ0776
 CQ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0776'7.2 MI SW FROM BOSCO.
 CQ0776'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0776'BOSCO, THENCE 2.2 MILES NORTHWEST ALONG A PAVED ROAD, THENCE 0.1 MILE
 CQ0776'WEST ALONG THE NORTH FOOT OF A LEVEE, IN SECTION 35, T 15 N, R 3 E, 82
 CQ0776'FEET NORTH OF THE CENTER LINE OF THE LEVEE, 310 FEET EAST OF THE
 CQ0776'CENTER LINE OF A ROAD WHICH DEAD ENDS AT THE LEVEE, 41 FEET NORTH OF A
 CQ0776'ROW OF TREES, 37 FEET NORTHWEST OF A 30-INCH PECAN TREE, 1.0 FOOT
 CQ0776'SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TOP
 CQ0776'OF THE LEVEE, A 3-INCH IRON PIPE WHICH BEARS A BRASS CAP AND PROJECTS
 CQ0776'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1599 ***********************************************************************
 BK1599  DESIGNATION -  10 D 007
 BK1599  PID         -  BK1599
 BK1599  STATE/COUNTY-  LA/CALCASIEU
 BK1599  USGS QUAD   -  LAKE CHARLES (1994)
 BK1599
 BK1599                         *CURRENT SURVEY CONTROL
 BK1599  ___________________________________________________________________
 BK1599* NAD 83(1992)-  30 14 50.37945(N)    093 10 45.61509(W)     ADJUSTED  
 BK1599* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK1599  **This station is located in a subsidence area (see below).
 BK1599  ___________________________________________________________________
 BK1599  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK1599  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK1599  DYNAMIC HT  -           6.2   (meters)      20.    (feet)  COMP
 BK1599  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 BK1599
 BK1599  HORZ ORDER  -  SECOND
 BK1599  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1599
 BK1599.The horizontal coordinates were established by classical geodetic methods
 BK1599.and adjusted by the National Geodetic Survey in January 1993..
 BK1599
 BK1599 ** The orthometric height has not been validated since last determined
 BK1599 ** by differential leveling and should not be used for control purposes.
 BK1599 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1599 ** area with valid NAVD 88 orthometric heights.
 BK1599 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1599 ** epoch indicated which incorporates improved geoid heights for the
 BK1599 ** Southern Louisiana Subsidence area.
 BK1599 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1599.The orthometric height was scaled from a topographic map.
 BK1599.The vertical order pertains to the NGVD 29 superseded value.
 BK1599
 BK1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1599
 BK1599.The geoid height was determined by GEOID03.
 BK1599
 BK1599.The dynamic height is computed by dividing the NAVD 88
 BK1599.geopotential number by the normal gravity value computed on the
 BK1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1599.degrees latitude (g = 980.6199 gals.).
 BK1599
 BK1599.The modeled gravity was interpolated from observed gravity values.
 BK1599
 BK1599;                    North         East     Units Scale Factor Converg.
 BK1599;SPC LA S     -   195,112.847   822,348.491   MT  0.99993496   -0 55 22.9
 BK1599;SPC LA S     -   640,132.73  2,697,988.34   sFT  0.99993496   -0 55 22.9
 BK1599;UTM  15      - 3,346,205.375   482,746.348   MT  0.99960367   -0 05 25.2
 BK1599
 BK1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1599!SPC LA S     -   1.00000330  x   0.99993496  =   0.99993826
 BK1599!UTM  15      -   1.00000330  x   0.99960367  =   0.99960697
 BK1599
 BK1599:                Primary Azimuth Mark                     Grid Az
 BK1599:SPC LA S     -  10D006 LADH 1965                         223 17 03.9
 BK1599:UTM  15      -  10D006 LADH 1965                         222 27 06.2
 BK1599
 BK1599|---------------------------------------------------------------------|
 BK1599| PID    Reference Object                     Distance      Geod. Az  |
 BK1599|                                                           dddmmss.s |
 BK1599| BK3132 10D006 LADH 1965                    APPROX. 1.5 KM 2222141.0 |
 BK1599|---------------------------------------------------------------------|
 BK1599
 BK1599                          SUPERSEDED SURVEY CONTROL
 BK1599
 BK1599  NAD 83(1986)-  30 14 50.40047(N)    093 10 45.60735(W) AD(       ) 2
 BK1599  NAD 27      -  30 14 49.66019(N)    093 10 45.05658(W) AD(       ) 2
 BK1599  NGVD 29 (??/??/??)    6.209  (m)           20.37   (f) ADJUSTED    1 2
 BK1599
 BK1599.Superseded values are not recommended for survey control.
 BK1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1599.See file dsdata.txt to determine how the superseded data were derived.
 BK1599
 BK1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8274646205(NAD 83)
 BK1599_MARKER: DD = SURVEY DISK
 BK1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1599_SP_SET: CONCRETE POST
 BK1599_STAMPING: 10 D 007
 BK1599_MARK LOGO: LADH  
 BK1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1599+STABILITY: SURFACE MOTION
 BK1599
 BK1599  HISTORY     - Date     Condition        Report By
 BK1599  HISTORY     - 1965     MONUMENTED       LADH
 BK1599  HISTORY     - 1968     GOOD             LADTD
 BK1599  HISTORY     - 1979     GOOD             LADH
 BK1599  HISTORY     - 1979     GOOD             LADTD
 BK1599  HISTORY     - 1986     GOOD             NGS
 BK1599  HISTORY     - 19970208 GOOD             USPSQD
 BK1599
 BK1599                          STATION DESCRIPTION
 BK1599
 BK1599'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK1599'THE STATION IS 16.95 FEET SOUTH OF THE CENTERLINE OF THE
 BK1599'NORTHEAST QUADRANT FEEDER ROAD OF THE DE RIDDER-CAMERON
 BK1599'INTERCHANGE ON INTERSTATE I-10, 2.85 FEET SOUTH OF THE WITNESS
 BK1599'POST AND SIGN, 149.65 FEET NORTH OF THE WEST BOUND ROADWAY OF
 BK1599'INTERSTATE I-10, 219.38 FEET NORTHEAST OF THE EAST HEADWALL
 BK1599'OF A CROSS DRAIN UNDER U.S. HIGHWAY 171, 113.0 FEET SOUTHWEST
 BK1599'OF AN L.D.H. RIGHT OF WAY MARKER, 84.19 FEET SOUTHWEST OF A
 BK1599'LARGE EXIT SPEED SIGN AND ABOUT 300 FEET FROM THE NORTHEAST
 BK1599'CORNER OF THE INTERSTATE I-10 AND U.S. HIGHWAY 171 OVERPASS.
 BK1599'
 BK1599'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THE
 BK1599'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 BK1599'STATION IS STAMPED 10D007.
 BK1599'
 BK1599'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK1599'CHARLES FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK1599'K.C.S.R.R. OVERPASS ON INTERSTATE I-10, FROM THIS POINT FOLLOW
 BK1599'INTERSTATE I-10 EAST FOR 3.10 MILES TO THE STATION ON THE
 BK1599'NORTH SIDE OF THE HIGHWAY.
 BK1599'
 BK1599'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK1599
 BK1599                          STATION RECOVERY (1968)
 BK1599
 BK1599'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK1599'4.3 MI NE FROM LAKE CHARLES.
 BK1599'ABOUT 0.7 MILE SOUTH ALONG BILBO STREET FROM THE SOUTHERN PACIFIC
 BK1599'RAILROAD DEPOT AT LAKE CHARLES, THENCE 2.2 MILES EAST ALONG US HIGHWAY
 BK1599'90 BUSINESS ROUTE, THENCE 0.5 MILE NORTH ALONG LA. 14, THENCE 0.9 MILE
 BK1599'NORTH ALONG US HIGHWAY 171, ABOUT 300 FEET FROM THE NORTHEAST CORNER
 BK1599'OF THE INTERSECTION OF I-10 AND US 171 OVERPASS, 219.4 FEET NORTHEAST
 BK1599'OF THE EAST HEADWALL OF A CROSS DRAIN OF US 171, 149.65 FEET NORTH OF
 BK1599'THE WEST BOUND ROADWAY OF I-10, 113 FEET SOUTHWEST OF A LDH R/W
 BK1599'MARKER, 84.19 FEET SOUTHWEST OF A LARGE EXIT SPEED SIGN, 16.95 FEET
 BK1599'SOUTH OF THE CENTERLINE OF THE NORTHEAST QUADRANT FEEDER ROAD OF THE
 BK1599'DERIDDER-CAMERON INTERCHANGE ON I-10, 2.85 FEET SOUTH OF A STEEL
 BK1599'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK1599'SECTION 27, T 9S, R 8W.
 BK1599
 BK1599                          STATION RECOVERY (1979)
 BK1599
 BK1599'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1979 (AL)
 BK1599'10D007 (L.D.H. USC AND G.S.) RECOVERED IN GOOD CONDITION.
 BK1599'
 BK1599'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LAKE CHARLES.
 BK1599
 BK1599                          STATION RECOVERY (1979)
 BK1599
 BK1599'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BK1599'STATION IS LOCATED AT THE INTERSECTION OF U.S. 171 AND INTERSTATE
 BK1599'I-10. THE MARK IS 16.95 FT. SOUTH OF THE CENTERLINE OF THE NORTHEAST
 BK1599'QUADRANT FEEDER ROAD OF THE DERIDDER - CAMERON INTERCHANGE ON
 BK1599'INTERSTATE I-10, 149.65 FT. NORTH OF THE WESTBOUND ROADWAY OF
 BK1599'INTERSTATE I-10, 219.38 FT. NORTHEAST OF THE EAST HEADWALL OF A CROSS
 BK1599'DRAIN UNDER U.S. 171, ABOUT 300 FT. FROM THE NORTHEAST CORNER OF THE
 BK1599'I-10 AND U.S. 171 OVERPASS, 60.2 FT. SOUTHWEST OF A METAL LIGHT POLE,
 BK1599'66 FT. NORTHWEST OF A METAL LIGHT POLE, 2.85 FT. SOUTH OF A METAL
 BK1599'WITNESS POST. THE STATION IS A STANDARD DISK SET IN A CONCRETE POST
 BK1599'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. THE STATION
 BK1599'IS STAMPED (10 D 007).
 BK1599
 BK1599                          STATION RECOVERY (1986)
 BK1599
 BK1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1599'RECOVERED IN GOOD CONDITION.  THE 1979 RECOVERY BY LADH IS ADEQUATE
 BK1599'WITH THE FOLLOWING CORRECTION.  DELETE 2.85 FEET SOUTH OF A METAL
 BK1599'WITNESS POST, AND ADD
 BK1599'THE MARK IS 0.40 METERS  NNE FROM  A WITNESS POST
 BK1599
 BK1599                          STATION RECOVERY (1997)
 BK1599
 BK1599'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2485 ***********************************************************************
 BK2485  DESIGNATION -  10 E 001
 BK2485  PID         -  BK2485
 BK2485  STATE/COUNTY-  LA/CALCASIEU
 BK2485  USGS QUAD   -  STARKS (1994)
 BK2485
 BK2485                         *CURRENT SURVEY CONTROL
 BK2485  ___________________________________________________________________
 BK2485* NAD 83(1992)-  30 15 15.63100(N)    093 38 21.23425(W)     ADJUSTED  
 BK2485* NAVD 88     -         7.421  (meters)      24.35   (feet)  ADJUSTED  
 BK2485  ___________________________________________________________________
 BK2485  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BK2485  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK2485  DYNAMIC HT  -           7.412 (meters)      24.32  (feet)  COMP
 BK2485  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 BK2485
 BK2485  HORZ ORDER  -  SECOND
 BK2485  VERT ORDER  -  SECOND    CLASS I
 BK2485
 BK2485.The horizontal coordinates were established by classical geodetic methods
 BK2485.and adjusted by the National Geodetic Survey in January 1993..
 BK2485
 BK2485.The orthometric height was determined by differential leveling
 BK2485.and adjusted by the National Geodetic Survey in February 1994..
 BK2485
 BK2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2485
 BK2485.The geoid height was determined by GEOID03.
 BK2485
 BK2485.The dynamic height is computed by dividing the NAVD 88
 BK2485.geopotential number by the normal gravity value computed on the
 BK2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2485.degrees latitude (g = 980.6199 gals.).
 BK2485
 BK2485.The modeled gravity was interpolated from observed gravity values.
 BK2485
 BK2485;                    North         East     Units Scale Factor Converg.
 BK2485;SPC LA S     -   196,692.021   778,111.272   MT  0.99993549   -1 09 10.7
 BK2485;SPC LA S     -   645,313.74  2,552,853.40   sFT  0.99993549   -1 09 10.7
 BK2485;SPC TX C     - 3,084,525.485 1,343,824.993   MT  0.99996610   +3 26 52.3
 BK2485;SPC TX C     -10,119,814.03  4,408,865.83   sFT  0.99996610   +3 26 52.3
 BK2485;UTM  15      - 3,347,141.889   438,504.768   MT  0.99964665   -0 19 19.5
 BK2485
 BK2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2485!SPC LA S     -   1.00000316  x   0.99993549  =   0.99993865
 BK2485!SPC TX C     -   1.00000316  x   0.99996610  =   0.99996926
 BK2485!UTM  15      -   1.00000316  x   0.99964665  =   0.99964980
 BK2485
 BK2485:                Primary Azimuth Mark                     Grid Az
 BK2485:SPC LA S     -  VINTON                                   180 07 00.7
 BK2485:SPC TX C     -  VINTON                                   175 30 57.7
 BK2485:UTM  15      -  VINTON                                   179 17 09.5
 BK2485
 BK2485|---------------------------------------------------------------------|
 BK2485| PID    Reference Object                     Distance      Geod. Az  |
 BK2485|                                                           dddmmss.s |
 BK2485| BK2483 VINTON                              APPROX. 1.4 KM 1785750.0 |
 BK2485|---------------------------------------------------------------------|
 BK2485
 BK2485                          SUPERSEDED SURVEY CONTROL
 BK2485
 BK2485  NAD 83(1986)-  30 15 15.64484(N)    093 38 21.22334(W) AD(       ) 2
 BK2485  NAD 27      -  30 15 14.90552(N)    093 38 20.64174(W) AD(       ) 2
 BK2485  NGVD 29 (07/19/86)    8.     (m)           26.     (f) VERT ANG       
 BK2485
 BK2485.Superseded values are not recommended for survey control.
 BK2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2485.See file dsdata.txt to determine how the superseded data were derived.
 BK2485
 BK2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3850547142(NAD 83)
 BK2485_MARKER: DS = TRIANGULATION STATION DISK
 BK2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2485_SP_SET: CONCRETE POST
 BK2485_STAMPING: 10E001
 BK2485_MARK LOGO: LADH  
 BK2485_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2485+STABILITY: SURFACE MOTION
 BK2485
 BK2485  HISTORY     - Date     Condition        Report By
 BK2485  HISTORY     - 1967     MONUMENTED       LADH
 BK2485  HISTORY     - 1984     GOOD             LADTD
 BK2485
 BK2485                          STATION DESCRIPTION
 BK2485
 BK2485'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK2485'THIS STATION LOCATED NORTH ALONG LA. HWY. 109, 5.91 MILES
 BK2485'FROM THE INTERSECTION WITH U.S. HWY. 90.  STATION IS SET EAST
 BK2485'OF LA. HWY. 109 IN CURVE, JUST SOUTH OF A POWER SUB-STATION.
 BK2485'STATION IS 1.55 FEET EAST OF A METAL WITNESS POST AND SIGN,
 BK2485'6.30 FEET SOUTHWEST OF A POWER POLE, 56.20 FEET EAST OF THE
 BK2485'CENTERLINE OF LA. HWY. 109, 234.10 FEET SOUTHWEST OF THE
 BK2485'SOUTHEAST CORNER OF THE CHAIN LINK FENCE AROUND POWER
 BK2485'SUB-STATION, AND 86.50 FEET WEST OF SOUTH POST IN GATE IN
 BK2485'NORTH-SOUTH FENCE ALONG LA. HWY. 109.
 BK2485'
 BK2485'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2485'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK2485'OF THE GROUND.  STATION IS STAMPED 10E001.
 BK2485'
 BK2485'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK2485'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE TO
 BK2485'THE INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG U.S.
 BK2485'HWY. 90 FOR 3.58 MILES TO THE INTERSECTION WITH LA. HWY. 109,
 BK2485'THENCE NORTH ALONG LA. HWY. 109 FOR 5.91 MILES TO STATION
 BK2485'SET EAST OF HIGHWAY.
 BK2485'
 BK2485'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2485
 BK2485                          STATION RECOVERY (1984)
 BK2485
 BK2485'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2485'9.31 KM (5.78 MI) SOUTH FROM STARKS.
 BK2485'9.31 KM (5.78 MILES) SOUTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2485'TO THE MARK ON THE LEFT, 17.2 METERS (56.3 FEET) EAST-NORTHEAST OF THE
 BK2485'CENTERLINE OF LA.109, 1.95 METER (6.4 FEET) SOUTHWEST OF A POWER POLE,
 BK2485'15.2 METERS (49.8 FEET) WEST OF THE CENTER LINE OF A SHELL ROAD
 BK2485'LEADING NORTHEAST.
 BK2485'THE MARK IS 0.46 METERS  ENE FROM A WITNESS POST.
 BK2485'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2481 ***********************************************************************
 BK2481  DESIGNATION -  10 E 002
 BK2481  PID         -  BK2481
 BK2481  STATE/COUNTY-  LA/CALCASIEU
 BK2481  USGS QUAD   -  ECHO (1994)
 BK2481
 BK2481                         *CURRENT SURVEY CONTROL
 BK2481  ___________________________________________________________________
 BK2481* NAD 83(1992)-  30 14 15.67022(N)    093 38 21.53971(W)     ADJUSTED  
 BK2481* NAVD 88     -         5.591  (meters)      18.34   (feet)  ADJUSTED  
 BK2481  ___________________________________________________________________
 BK2481  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK2481  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK2481  DYNAMIC HT  -           5.584 (meters)      18.32  (feet)  COMP
 BK2481  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 BK2481
 BK2481  HORZ ORDER  -  SECOND
 BK2481  VERT ORDER  -  SECOND    CLASS I
 BK2481
 BK2481.The horizontal coordinates were established by classical geodetic methods
 BK2481.and adjusted by the National Geodetic Survey in January 1993..
 BK2481
 BK2481.The orthometric height was determined by differential leveling
 BK2481.and adjusted by the National Geodetic Survey in February 1994..
 BK2481
 BK2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2481
 BK2481.The geoid height was determined by GEOID03.
 BK2481
 BK2481.The dynamic height is computed by dividing the NAVD 88
 BK2481.geopotential number by the normal gravity value computed on the
 BK2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2481.degrees latitude (g = 980.6199 gals.).
 BK2481
 BK2481.The modeled gravity was interpolated from observed gravity values.
 BK2481
 BK2481;                    North         East     Units Scale Factor Converg.
 BK2481;SPC LA S     -   194,846.277   778,065.957   MT  0.99993425   -1 09 10.9
 BK2481;SPC LA S     -   639,258.16  2,552,704.73   sFT  0.99993425   -1 09 10.9
 BK2481;SPC TX C     - 3,082,681.993 1,343,927.880   MT  0.99996990   +3 26 52.1
 BK2481;SPC TX C     -10,113,765.84  4,409,203.39   sFT  0.99996990   +3 26 52.1
 BK2481;UTM  15      - 3,345,296.214   438,486.231   MT  0.99964668   -0 19 19.1
 BK2481
 BK2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2481!SPC LA S     -   1.00000344  x   0.99993425  =   0.99993769
 BK2481!SPC TX C     -   1.00000344  x   0.99996990  =   0.99997334
 BK2481!UTM  15      -   1.00000344  x   0.99964668  =   0.99965012
 BK2481
 BK2481:                Primary Azimuth Mark                     Grid Az
 BK2481:SPC LA S     -  VINTON                                   005 52 36.9
 BK2481:SPC TX C     -  VINTON                                   001 16 33.9
 BK2481:UTM  15      -  VINTON                                   005 02 45.1
 BK2481
 BK2481|---------------------------------------------------------------------|
 BK2481| PID    Reference Object                     Distance      Geod. Az  |
 BK2481|                                                           dddmmss.s |
 BK2481| BK2483 VINTON                              414.033 METERS 0044326.0 |
 BK2481|---------------------------------------------------------------------|
 BK2481
 BK2481                          SUPERSEDED SURVEY CONTROL
 BK2481
 BK2481  NAD 83(1986)-  30 14 15.68407(N)    093 38 21.52884(W) AD(       ) 2
 BK2481  NAD 27      -  30 14 14.94286(N)    093 38 20.94745(W) AD(       ) 2
 BK2481  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 BK2481
 BK2481.Superseded values are not recommended for survey control.
 BK2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2481.See file dsdata.txt to determine how the superseded data were derived.
 BK2481
 BK2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3848645296(NAD 83)
 BK2481_MARKER: DS = TRIANGULATION STATION DISK
 BK2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2481_SP_SET: CONCRETE POST
 BK2481_STAMPING: 10E002
 BK2481_MARK LOGO: LADH  
 BK2481_PROJECTION: FLUSH
 BK2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2481+STABILITY: SURFACE MOTION
 BK2481
 BK2481  HISTORY     - Date     Condition        Report By
 BK2481  HISTORY     - 1967     MONUMENTED       LADH
 BK2481  HISTORY     - 1984     GOOD             LADTD
 BK2481  HISTORY     - 20041009 GOOD             USPSQD
 BK2481
 BK2481                          STATION DESCRIPTION
 BK2481
 BK2481'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK2481'THIS STATION IS LOCATED NORTH ALONG LA. HWY. 109, 4.87 MILES
 BK2481'FROM THE INTERSECTION WITH U.S. HWY. 90.  STATION IS SET WEST
 BK2481'OF LA. HWY. 109 NEAR GAP TO A RICE FIELD.  STATION IS 1.30
 BK2481'FEET NORTH OF A METAL WITNESS POST AND SIGN, 51.80 FEET WEST
 BK2481'OF THE CENTERLINE OF LA. HWY. 109, 3.30 FEET NORTHEAST OF
 BK2481'SOUTH POST ON GAP IN FENCE, 6.00 FEET SOUTHEAST OF SOUTH END
 BK2481'OF SIDE DRAIN UNDER DRIVE TO RICE FIELD, 19.60 FEET SOUTHWEST
 BK2481'OF THE NORTH END OF THE SAME DRAIN, 8.00 FEET SOUTH OF THE
 BK2481'CENTERLINE OF DRIVE TO GAP IN FENCE AND 55.60 FEET SOUTH OF
 BK2481'POWER POLE NO. 22.
 BK2481'
 BK2481'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2481'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK2481'OF THE GROUND.  STATION IS STAMPED 10E002.
 BK2481'
 BK2481'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK2481'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE TO THE
 BK2481'INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG U.S. HWY. 90
 BK2481'FOR 3.58 MILES TO THE INTERSECTION WITH LA. HWY. 109, THENCE
 BK2481'NORTH ALONG LA. HWY. 109 FOR 4.87 MILES TO STATION SET WEST
 BK2481'OF HIGHWAY.
 BK2481'
 BK2481'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2481
 BK2481                          STATION RECOVERY (1984)
 BK2481
 BK2481'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2481'15.3 KM (9.52 MI) NE FROM VINTON.
 BK2481'8.76 KM (5.44 MILES) NORTH OF THE INTERSECTION OF LA.109 AND US 90 TO
 BK2481'THE MARK ON THE LEFT, 15.7 METER (51.5 FEET) WEST OF THE CENTERLINE OF
 BK2481'LA.109, 6.7 METERS (22 FEET) SOUTH-SOUTHEAST OF THE NORTH END OF A
 BK2481'METAL PIPE GATE, 4.3 METERS (14.2 FEET) SOUTH-SOUTHEAST OF THE SOUTH
 BK2481'END OF A METAL PIPE GATE, 28.0 METERS (92 FEET) SOUTHWEST OF THE SOUTH
 BK2481'END OF A 24 INCH BY 20 FEET CONCRETE PIPE DRIVEWAY LEADING EAST.
 BK2481'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 BK2481
 BK2481                          STATION RECOVERY (2004)
 BK2481
 BK2481'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2480 ***********************************************************************
 BK2480  DESIGNATION -  10 E 003
 BK2480  PID         -  BK2480
 BK2480  STATE/COUNTY-  LA/CALCASIEU
 BK2480  USGS QUAD   -  ECHO (1994)
 BK2480
 BK2480                         *CURRENT SURVEY CONTROL
 BK2480  ___________________________________________________________________
 BK2480* NAD 83(1992)-  30 13 46.95942(N)    093 38 20.41821(W)     ADJUSTED  
 BK2480* NAVD 88     -         6.646  (meters)      21.80   (feet)  ADJUSTED  
 BK2480  ___________________________________________________________________
 BK2480  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK2480  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK2480  DYNAMIC HT  -           6.638 (meters)      21.78  (feet)  COMP
 BK2480  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 BK2480
 BK2480  HORZ ORDER  -  SECOND
 BK2480  VERT ORDER  -  SECOND    CLASS I
 BK2480
 BK2480.The horizontal coordinates were established by classical geodetic methods
 BK2480.and adjusted by the National Geodetic Survey in January 1993..
 BK2480
 BK2480.The orthometric height was determined by differential leveling
 BK2480.and adjusted by the National Geodetic Survey in February 1994..
 BK2480
 BK2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2480
 BK2480.The geoid height was determined by GEOID03.
 BK2480
 BK2480.The dynamic height is computed by dividing the NAVD 88
 BK2480.geopotential number by the normal gravity value computed on the
 BK2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2480.degrees latitude (g = 980.6199 gals.).
 BK2480
 BK2480.The modeled gravity was interpolated from observed gravity values.
 BK2480
 BK2480;                    North         East     Units Scale Factor Converg.
 BK2480;SPC LA S     -   193,961.807   778,078.148   MT  0.99993369   -1 09 10.3
 BK2480;SPC LA S     -   636,356.36  2,552,744.72   sFT  0.99993369   -1 09 10.3
 BK2480;SPC TX C     - 3,081,801.318 1,344,010.982   MT  0.99997174   +3 26 52.7
 BK2480;SPC TX C     -10,110,876.49  4,409,476.03   sFT  0.99997174   +3 26 52.7
 BK2480;UTM  15      - 3,344,412.268   438,511.243   MT  0.99964664   -0 19 18.2
 BK2480
 BK2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2480!SPC LA S     -   1.00000328  x   0.99993369  =   0.99993697
 BK2480!SPC TX C     -   1.00000328  x   0.99997174  =   0.99997502
 BK2480!UTM  15      -   1.00000328  x   0.99964664  =   0.99964992
 BK2480
 BK2480:                Primary Azimuth Mark                     Grid Az
 BK2480:SPC LA S     -  10 E 004                                 174 16 30.1
 BK2480:SPC TX C     -  10 E 004                                 169 40 27.1
 BK2480:UTM  15      -  10 E 004                                 173 26 38.0
 BK2480
 BK2480|---------------------------------------------------------------------|
 BK2480| PID    Reference Object                     Distance      Geod. Az  |
 BK2480|                                                           dddmmss.s |
 BK2480| BK2479 10 E 004                            APPROX. 0.7 KM 1730719.8 |
 BK2480|---------------------------------------------------------------------|
 BK2480
 BK2480                          SUPERSEDED SURVEY CONTROL
 BK2480
 BK2480  NAD 83(1986)-  30 13 46.97341(N)    093 38 20.40736(W) AD(       ) 2
 BK2480  NAD 27      -  30 13 46.23137(N)    093 38 19.82604(W) AD(       ) 2
 BK2480  NGVD 29 (07/19/86)    7.     (m)           23.     (f) VERT ANG       
 BK2480
 BK2480.Superseded values are not recommended for survey control.
 BK2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2480.See file dsdata.txt to determine how the superseded data were derived.
 BK2480
 BK2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3851144412(NAD 83)
 BK2480_MARKER: DS = TRIANGULATION STATION DISK
 BK2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2480_SP_SET: CONCRETE POST
 BK2480_STAMPING: 10E003
 BK2480_MARK LOGO: LADH  
 BK2480_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2480+STABILITY: SURFACE MOTION
 BK2480
 BK2480  HISTORY     - Date     Condition        Report By
 BK2480  HISTORY     - 1967     MONUMENTED       LADH
 BK2480  HISTORY     - 1984     GOOD             LADTD
 BK2480  HISTORY     - 20041009 GOOD             USPSQD
 BK2480
 BK2480                          STATION DESCRIPTION
 BK2480
 BK2480'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK2480'THIS STATION IS LOCATED NORTH ALONG LA. HWY. 109, 4.28 MILES
 BK2480'FROM THE INTERSECTION WITH U.S. HWY. 90.  STATION IS SET EAST
 BK2480'OF LA. HWY. 109 IN GAS LINE RIGHT OF WAY STATION IS 1.10 FEET
 BK2480'EAST OF A METAL WITNESS POST AND SIGN, 1.65 FEET WEST OF
 BK2480'NORTH-SOUTH FENCE EAST OF LA. HWY. 109, 37.80 FEET EAST OF
 BK2480'CENTERLINE OF LA. HWY. 109, 98.30 FEET NORTHEAST OF POWER
 BK2480'POLE NO. 12 ON WEST SIDE OF HIGHWAY AND IS IN PIPELINE RIGHT
 BK2480'OF WAY.
 BK2480'
 BK2480'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2480'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK2480'OF THE GROUND.  STATION IS STAMPED 10E003.
 BK2480'
 BK2480'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK2480'ST.) IN VINTON, FOLLOW HORRIDGE STREET NORTH FOR 0.10 MILE
 BK2480'TO THE INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG U.S.
 BK2480'HWY. 90 FOR 3.58 MILES TO THE INTERSECTION WITH LA. HWY. 109,
 BK2480'THENCE NORTH ALONG LA. HWY. 109 FOR 4.28 MILES TO STATION SET
 BK2480'EAST OF HIGHWAY.
 BK2480'
 BK2480'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2480
 BK2480                          STATION RECOVERY (1984)
 BK2480
 BK2480'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2480'14.4 KM (8.96 MI) NE FROM VINTON.
 BK2480'7.86 KM (4.88 MILES) NORTH OF THE INTERSECTION OF LA.109 AND US 90 TO
 BK2480'THE MARK ON THE RIGHT, 11.8 METER (38.6 FEET) EAST OF THE CENTER LINE
 BK2480'OF LA.109, 0.46 METERS (1.5 FEET) WEST OF A 4 STRAND BARBED WIRE
 BK2480'FENCE, 30.3 METERS (99.5 FEET) NORTH EAST OF A POWER POLE ON THE WEST
 BK2480'SIDE OF THE HIGHWAY AT A PIPE LINE CROSSING
 BK2480'THE MARK IS 0.36 METERS  E FROM A WITNESS POST.
 BK2480'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2480
 BK2480                          STATION RECOVERY (2004)
 BK2480
 BK2480'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2479 ***********************************************************************
 BK2479  DESIGNATION -  10 E 004
 BK2479  PID         -  BK2479
 BK2479  STATE/COUNTY-  LA/CALCASIEU
 BK2479  USGS QUAD   -  ECHO (1994)
 BK2479
 BK2479                         *CURRENT SURVEY CONTROL
 BK2479  ___________________________________________________________________
 BK2479* NAD 83(1992)-  30 13 23.23294(N)    093 38 17.12267(W)     ADJUSTED  
 BK2479* NAVD 88     -         5.909  (meters)      19.39   (feet)  ADJUSTED  
 BK2479  ___________________________________________________________________
 BK2479  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK2479  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BK2479  DYNAMIC HT  -           5.901 (meters)      19.36  (feet)  COMP
 BK2479  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BK2479
 BK2479  HORZ ORDER  -  SECOND
 BK2479  VERT ORDER  -  SECOND    CLASS I
 BK2479
 BK2479.The horizontal coordinates were established by classical geodetic methods
 BK2479.and adjusted by the National Geodetic Survey in January 1993..
 BK2479
 BK2479.The orthometric height was determined by differential leveling
 BK2479.and adjusted by the National Geodetic Survey in February 1994..
 BK2479
 BK2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2479
 BK2479.The geoid height was determined by GEOID03.
 BK2479
 BK2479.The dynamic height is computed by dividing the NAVD 88
 BK2479.geopotential number by the normal gravity value computed on the
 BK2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2479.degrees latitude (g = 980.6199 gals.).
 BK2479
 BK2479.The modeled gravity was interpolated from observed gravity values.
 BK2479
 BK2479;                    North         East     Units Scale Factor Converg.
 BK2479;SPC LA S     -   193,229.611   778,151.553   MT  0.99993324   -1 09 08.7
 BK2479;SPC LA S     -   633,954.15  2,552,985.55   sFT  0.99993324   -1 09 08.7
 BK2479;SPC TX C     - 3,081,077.342 1,344,142.888   MT  0.99997329   +3 26 54.4
 BK2479;SPC TX C     -10,108,501.25  4,409,908.79   sFT  0.99997329   +3 26 54.4
 BK2479;UTM  15      - 3,343,681.424   438,595.237   MT  0.99964652   -0 19 16.3
 BK2479
 BK2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2479!SPC LA S     -   1.00000339  x   0.99993324  =   0.99993663
 BK2479!SPC TX C     -   1.00000339  x   0.99997329  =   0.99997668
 BK2479!UTM  15      -   1.00000339  x   0.99964652  =   0.99964991
 BK2479
 BK2479:                Primary Azimuth Mark                     Grid Az
 BK2479:SPC LA S     -  10 E 003                                 354 16 30.1
 BK2479:SPC TX C     -  10 E 003                                 349 40 27.0
 BK2479:UTM  15      -  10 E 003                                 353 26 37.7
 BK2479
 BK2479|---------------------------------------------------------------------|
 BK2479| PID    Reference Object                     Distance      Geod. Az  |
 BK2479|                                                           dddmmss.s |
 BK2479| BK2480 10 E 003                            APPROX. 0.7 KM 3530721.4 |
 BK2479|---------------------------------------------------------------------|
 BK2479
 BK2479                          SUPERSEDED SURVEY CONTROL
 BK2479
 BK2479  NAD 83(1986)-  30 13 23.24719(N)    093 38 17.11186(W) AD(       ) 2
 BK2479  NAD 27      -  30 13 22.50509(N)    093 38 16.53061(W) AD(       ) 2
 BK2479  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 BK2479
 BK2479.Superseded values are not recommended for survey control.
 BK2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2479.See file dsdata.txt to determine how the superseded data were derived.
 BK2479
 BK2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3859543681(NAD 83)
 BK2479_MARKER: DS = TRIANGULATION STATION DISK
 BK2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2479_SP_SET: CONCRETE POST
 BK2479_STAMPING: 10E004
 BK2479_MARK LOGO: LADH  
 BK2479_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2479+STABILITY: SURFACE MOTION
 BK2479
 BK2479  HISTORY     - Date     Condition        Report By
 BK2479  HISTORY     - 1967     MONUMENTED       LADH
 BK2479  HISTORY     - 1984     GOOD             LADTD
 BK2479  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 BK2479  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2479
 BK2479                          STATION DESCRIPTION
 BK2479
 BK2479'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK2479'THIS STATION IS LOCATED NORTH ALONG LA. HWY. 109, 3.98 MILES
 BK2479'FROM THE INTERSECTION WITH U.S. HWY. 90.  STATION IS SET EAST
 BK2479'OF HIGHWAY NEXT TO FENCE.  STATION IS 1.30 EAST OF A METAL
 BK2479'WITNESS POST AND SIGN, 3.90 FEET WEST OF THE NORTH-SOUTH FENCE
 BK2479'ON EAST SIDE OF HIGHWAY, 9.20 FEET NORTHEAST OF A TELEPHONE
 BK2479'POLE, 38.00 FEET EAST OF THE CENTERLINE OF LA. HWY. 109, 80.50
 BK2479'FEET EAST OF POWER POLE NO. 4 ON WEST SIDE OF HIGHWAY, AND
 BK2479'IS DIRECTLY IN FRONT OF RESIDENCE ON WEST SIDE OF HIGHWAY.
 BK2479'
 BK2479'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2479'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK2479'OF THE GROUND.  STATION IS STAMPED 10E004.
 BK2479'
 BK2479'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK2479'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE TO
 BK2479'THE INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG U.S. HWY.
 BK2479'90 FOR 3.58 MILES TO THE INTERSECTION WITH LA. HWY. 109, THENCE
 BK2479'NORTH ALONG LA. 109 FOR 3.98 MILES TO STATION SET EAST OF
 BK2479'HIGHWAY.
 BK2479'
 BK2479'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2479
 BK2479                          STATION RECOVERY (1984)
 BK2479
 BK2479'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2479'13.7 KM (8.50 MI) NE FROM VINTON.
 BK2479'7.12 KM (4.42 MILES) NORTH OF THE INTERSECTION OF LA.109 AND US 90 TO
 BK2479'THE MARK ON THE RIGHT, 11.3 METERS (37 FEET) EAST OF THE CENTERLINE OF
 BK2479'HIGHWAY LA.109, 1.1 METER (3.6 FEET) WEST OF A MESH AND BARBED WIRE
 BK2479'FENCE, 3.0 METER (8.6 FEET) NORTH-NORTHEAST OF A TELEPHONE POLE,
 BK2479'22.0 METERS (72 FEET) FROM THE SOUTH END OF A 18 INCH BY 20 FOOT
 BK2479'CONCRETE PIPE DRIVEWAY LEADING WEST.
 BK2479'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BK2479'THE MARK IS 0.12 M BELOW THE HIGHWAY.
 BK2479
 BK2479                          STATION RECOVERY (1998)
 BK2479
 BK2479'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2479'MARK NOT FOUND.
 BK2479
 BK2479                          STATION RECOVERY (2004)
 BK2479
 BK2479'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2478 ***********************************************************************
 BK2478  DESIGNATION -  10 E 005
 BK2478  PID         -  BK2478
 BK2478  STATE/COUNTY-  LA/CALCASIEU
 BK2478  USGS QUAD   -  ECHO (1994)
 BK2478
 BK2478                         *CURRENT SURVEY CONTROL
 BK2478  ___________________________________________________________________
 BK2478* NAD 83(1992)-  30 12 29.00187(N)    093 38 17.77205(W)     ADJUSTED  
 BK2478* NAVD 88     -         7.226  (meters)      23.71   (feet)  ADJUSTED  
 BK2478  ___________________________________________________________________
 BK2478  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2478  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BK2478  DYNAMIC HT  -           7.217 (meters)      23.68  (feet)  COMP
 BK2478  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 BK2478
 BK2478  HORZ ORDER  -  SECOND
 BK2478  VERT ORDER  -  SECOND    CLASS I
 BK2478
 BK2478.The horizontal coordinates were established by classical geodetic methods
 BK2478.and adjusted by the National Geodetic Survey in January 1993..
 BK2478
 BK2478.The orthometric height was determined by differential leveling
 BK2478.and adjusted by the National Geodetic Survey in February 1994..
 BK2478
 BK2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2478
 BK2478.The geoid height was determined by GEOID03.
 BK2478
 BK2478.The dynamic height is computed by dividing the NAVD 88
 BK2478.geopotential number by the normal gravity value computed on the
 BK2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2478.degrees latitude (g = 980.6199 gals.).
 BK2478
 BK2478.The modeled gravity was interpolated from observed gravity values.
 BK2478
 BK2478;                    North         East     Units Scale Factor Converg.
 BK2478;SPC LA S     -   191,560.454   778,100.606   MT  0.99993226   -1 09 09.0
 BK2478;SPC LA S     -   628,477.92  2,552,818.40   sFT  0.99993226   -1 09 09.0
 BK2478;SPC TX C     - 3,079,409.406 1,344,225.997   MT  0.99997686   +3 26 54.1
 BK2478;SPC TX C     -10,103,029.03  4,410,181.46   sFT  0.99997686   +3 26 54.1
 BK2478;UTM  15      - 3,342,012.181   438,568.519   MT  0.99964656   -0 19 16.1
 BK2478
 BK2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2478!SPC LA S     -   1.00000318  x   0.99993226  =   0.99993544
 BK2478!SPC TX C     -   1.00000318  x   0.99997686  =   0.99998004
 BK2478!UTM  15      -   1.00000318  x   0.99964656  =   0.99964974
 BK2478
 BK2478:                Primary Azimuth Mark                     Grid Az
 BK2478:SPC LA S     -  10 E 006                                 180 10 09.2
 BK2478:SPC TX C     -  10 E 006                                 175 34 06.1
 BK2478:UTM  15      -  10 E 006                                 179 20 16.3
 BK2478
 BK2478|---------------------------------------------------------------------|
 BK2478| PID    Reference Object                     Distance      Geod. Az  |
 BK2478|                                                           dddmmss.s |
 BK2478| BK2477 10 E 006                            APPROX. 1.1 KM 1790100.2 |
 BK2478|---------------------------------------------------------------------|
 BK2478
 BK2478                          SUPERSEDED SURVEY CONTROL
 BK2478
 BK2478  NAD 83(1986)-  30 12 29.01640(N)    093 38 17.76124(W) AD(       ) 2
 BK2478  NAD 27      -  30 12 28.27323(N)    093 38 17.17932(W) AD(       ) 2
 BK2478  NGVD 29 (07/19/86)    7.     (m)           23.     (f) VERT ANG       
 BK2478
 BK2478.Superseded values are not recommended for survey control.
 BK2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2478.See file dsdata.txt to determine how the superseded data were derived.
 BK2478
 BK2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3856942012(NAD 83)
 BK2478_MARKER: DS = TRIANGULATION STATION DISK
 BK2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2478_SP_SET: CONCRETE POST
 BK2478_STAMPING: 10E005
 BK2478_MARK LOGO: LADH  
 BK2478_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2478+STABILITY: SURFACE MOTION
 BK2478
 BK2478  HISTORY     - Date     Condition        Report By
 BK2478  HISTORY     - 1967     MONUMENTED       LADH
 BK2478  HISTORY     - 1984     GOOD             LADTD
 BK2478  HISTORY     - 19981024 GOOD             USPSQD
 BK2478  HISTORY     - 20041009 GOOD             USPSQD
 BK2478
 BK2478                          STATION DESCRIPTION
 BK2478
 BK2478'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK2478'THIS STATION IS LOCATED NORTH ALONG LA. HWY. 109, 3.02 MILES
 BK2478'FROM THE INTERSECTION WITH U.S. HWY. 90.  STATION IS SET
 BK2478'WEST OF LA. HWY. 109 NEAR FENCE.  STATION IS 1.30 FEET SOUTH
 BK2478'OF A METAL WITNESS POST AND SIGN, 8.20 FEET EAST OF THE
 BK2478'NORTH-SOUTH FENCE WEST OF THE HIGHWAY, 37.00 FEET WEST OF THE
 BK2478'CENTERLINE OF LA. HWY. 109, 46.60 FEET SOUTHEAST OF A FENCE
 BK2478'CORNER IN WEST FENCE, AND 148.0 FEET NORTH OF POWER POLE NO.
 BK2478'60 ON WEST SIDE OF HIGHWAY.
 BK2478'
 BK2478'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2478'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK2478'OF THE GROUND.  STATION IS STAMPED 10E005.
 BK2478'
 BK2478'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK2478'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE TO THE
 BK2478'INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG U.S. HWY.
 BK2478'90 FOR 3.58 MILES TO THE INTERSECTION WITH LA. HWY. 109, THENCE
 BK2478'NORTH ALONG LA. HWY. 109 FOR 3.02 MILES TO STATION SET WEST
 BK2478'OF HIGHWAY.
 BK2478'
 BK2478'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2478
 BK2478                          STATION RECOVERY (1984)
 BK2478
 BK2478'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2478'12.0 KM (7.45 MI) NE FROM VINTON.
 BK2478'5.43 KM (3.37 MILES) NORTH OF INTERSECTION LA.109 AND US 90 TO THE
 BK2478'MARK ON THE LEFT 11.4 METERS (37.5 FEET) WEST OF THE CENTERLINE OF LA
 BK2478'109, 30.0 METERS (98 FEET) NORTHEAST OF A POWER POLE WITH 2 DOWN GUYS,
 BK2478'36.0 METERS (118 FEET) NORTHWEST OF THE NORTH END OF A 18 INCH BY 16.8
 BK2478'FEET CONCRETE PIPE DRIVEWAY LEADING EAST
 BK2478'THE MARK IS 0.36 METERS  E FROM A WITNESS POST.
 BK2478'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 BK2478
 BK2478                          STATION RECOVERY (1998)
 BK2478
 BK2478'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2478'RECOVERED IN GOOD CONDITION.
 BK2478
 BK2478                          STATION RECOVERY (2004)
 BK2478
 BK2478'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2477 ***********************************************************************
 BK2477  DESIGNATION -  10 E 006
 BK2477  PID         -  BK2477
 BK2477  STATE/COUNTY-  LA/CALCASIEU
 BK2477  USGS QUAD   -  ECHO (1994)
 BK2477
 BK2477                         *CURRENT SURVEY CONTROL
 BK2477  ___________________________________________________________________
 BK2477* NAD 83(1992)-  30 11 53.78386(N)    093 38 17.07619(W)     ADJUSTED  
 BK2477* NAVD 88     -         5.586  (meters)      18.33   (feet)  ADJUSTED  
 BK2477  ___________________________________________________________________
 BK2477  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK2477  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK2477  DYNAMIC HT  -           5.579 (meters)      18.30  (feet)  COMP
 BK2477  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 BK2477
 BK2477  HORZ ORDER  -  SECOND
 BK2477  VERT ORDER  -  SECOND    CLASS I
 BK2477
 BK2477.The horizontal coordinates were established by classical geodetic methods
 BK2477.and adjusted by the National Geodetic Survey in January 1993..
 BK2477
 BK2477.The orthometric height was determined by differential leveling
 BK2477.and adjusted by the National Geodetic Survey in February 1994..
 BK2477
 BK2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2477
 BK2477.The geoid height was determined by GEOID03.
 BK2477
 BK2477.The dynamic height is computed by dividing the NAVD 88
 BK2477.geopotential number by the normal gravity value computed on the
 BK2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2477.degrees latitude (g = 980.6199 gals.).
 BK2477
 BK2477.The modeled gravity was interpolated from observed gravity values.
 BK2477
 BK2477;                    North         East     Units Scale Factor Converg.
 BK2477;SPC LA S     -   190,475.894   778,097.403   MT  0.99993166   -1 09 08.6
 BK2477;SPC LA S     -   624,919.66  2,552,807.90   sFT  0.99993166   -1 09 08.6
 BK2477;SPC TX C     - 3,078,328.034 1,344,309.805   MT  0.99997922   +3 26 54.4
 BK2477;SPC TX C     -10,099,481.22  4,410,456.42   sFT  0.99997922   +3 26 54.4
 BK2477;UTM  15      - 3,340,927.998   438,581.050   MT  0.99964654   -0 19 15.5
 BK2477
 BK2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2477!SPC LA S     -   1.00000344  x   0.99993166  =   0.99993510
 BK2477!SPC TX C     -   1.00000344  x   0.99997922  =   0.99998266
 BK2477!UTM  15      -   1.00000344  x   0.99964654  =   0.99964998
 BK2477
 BK2477:                Primary Azimuth Mark                     Grid Az
 BK2477:SPC LA S     -  10 E 005                                 000 10 09.1
 BK2477:SPC TX C     -  10 E 005                                 355 34 06.1
 BK2477:UTM  15      -  10 E 005                                 359 20 16.0
 BK2477
 BK2477|---------------------------------------------------------------------|
 BK2477| PID    Reference Object                     Distance      Geod. Az  |
 BK2477|                                                           dddmmss.s |
 BK2477| BK2478 10 E 005                            APPROX. 1.1 KM 3590100.5 |
 BK2477|---------------------------------------------------------------------|
 BK2477
 BK2477                          SUPERSEDED SURVEY CONTROL
 BK2477
 BK2477  NAD 83(1986)-  30 11 53.79865(N)    093 38 17.06537(W) AD(       ) 2
 BK2477  NAD 27      -  30 11 53.05508(N)    093 38 16.48298(W) AD(       ) 2
 BK2477  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 BK2477
 BK2477.Superseded values are not recommended for survey control.
 BK2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2477.See file dsdata.txt to determine how the superseded data were derived.
 BK2477
 BK2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3858140928(NAD 83)
 BK2477_MARKER: DS = TRIANGULATION STATION DISK
 BK2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2477_SP_SET: CONCRETE POST
 BK2477_STAMPING: 10E006
 BK2477_MARK LOGO: LADH  
 BK2477_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2477+STABILITY: SURFACE MOTION
 BK2477
 BK2477  HISTORY     - Date     Condition        Report By
 BK2477  HISTORY     - 1967     MONUMENTED       LADH
 BK2477  HISTORY     - 1984     GOOD             LADTD
 BK2477  HISTORY     - 19981024 GOOD             USPSQD
 BK2477  HISTORY     - 20041009 GOOD             USPSQD
 BK2477
 BK2477                          STATION DESCRIPTION
 BK2477
 BK2477'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK2477'THIS STATION IS LOCATED NORTH ALONG LA. HWY. 109, 2.42 MILES
 BK2477'FROM THE INTERSECTION WITH U.S. HWY. 90.  STATION IS SET EAST
 BK2477'OF LA. 109 NEAR CULVERT AND FENCE.  STATION IS 1.20 FEET EAST
 BK2477'OF A METAL WITNESS POST AND SIGN, 3.00 FEET WEST OF THE
 BK2477'NORTH-SOUTH FENCE ON EAST SIDE OF HIGHWAY, 32.60 FEET EAST OF
 BK2477'THE CENTERLINE OF LA. HWY. 109, 10.00 FEET SOUTHEAST OF THE
 BK2477'SOUTH END OF A SIDE DRAIN, 88.00 FEET NORTHEAST OF THE
 BK2477'NORTHEAST CORNER OF FENCE AROUND THE CROSS ROADS BAPTIST CHURCH
 BK2477'ON THE WEST SIDE OF THE HIGHWAY AND 82.00 FEET NORTHEAST OF
 BK2477'POWER POLE NO. 20A.
 BK2477'
 BK2477'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2477'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK2477'OF THE GROUND.  STATION IS STAMPED 10E006.
 BK2477'
 BK2477'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK2477'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE TO
 BK2477'THE INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG U.S.
 BK2477'HWY. 90 FOR 3.58 MILES TO THE INTERSECTION WITH LA. HWY. 109,
 BK2477'THENCE NORTH ALONG LA. 109 FOR 2.42 MILES TO STATION SET
 BK2477'EAST OF HIGHWAY ACROSS FROM THE CROSS ROADS BAPTIST CHURCH.
 BK2477'
 BK2477'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2477
 BK2477                          STATION RECOVERY (1984)
 BK2477
 BK2477'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2477'10.9 KM(6.78 MI) NE FROM VINTON.
 BK2477'4.35 KM (2.70 MILES) NORTH OF THE INTERSECTION OF LA. 109 AND US 90 TO
 BK2477'THE MARK ON THE RIGHT, 10.42 METERS (34.2 FEET) EAST OF THE CENTERLINE
 BK2477'OF HIGHWAY LA.109, .91 METERS (3 FEET) OF A MESH AND BARBED WIRE FENCE
 BK2477'3.05 METERS (10 FEET) SOUTHEAST OF THE SOUTH END OF A 18 INCH BY 16.8
 BK2477'FEET CONCRETE PIPE DRIVEWAY, 21.54 METERS (70 FEET) EAST-NORTHEAST OF
 BK2477'THE NORTH END OF A 18 INCH BY 25 FEET CONCRETE PIPE DRIVEWAY WEST OF
 BK2477'HIGHWAY LA.109
 BK2477'THE MARK IS 1.2 METERS  E FROM A WITNESS POST.
 BK2477'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2477
 BK2477                          STATION RECOVERY (1998)
 BK2477
 BK2477'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2477'RECOVERED IN GOOD CONDITION.
 BK2477
 BK2477                          STATION RECOVERY (2004)
 BK2477
 BK2477'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2475 ***********************************************************************
 BK2475  DESIGNATION -  10 E 008
 BK2475  PID         -  BK2475
 BK2475  STATE/COUNTY-  LA/CALCASIEU
 BK2475  USGS QUAD   -  ECHO (1994)
 BK2475
 BK2475                         *CURRENT SURVEY CONTROL
 BK2475  ___________________________________________________________________
 BK2475* NAD 83(1992)-  30 10 12.12076(N)    093 38 16.25522(W)     ADJUSTED  
 BK2475* NAVD 88     -         4.494  (meters)      14.74   (feet)  ADJUSTED  
 BK2475  ___________________________________________________________________
 BK2475  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BK2475  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK2475  DYNAMIC HT  -           4.488 (meters)      14.72  (feet)  COMP
 BK2475  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 BK2475
 BK2475  HORZ ORDER  -  SECOND
 BK2475  VERT ORDER  -  SECOND    CLASS I
 BK2475
 BK2475.The horizontal coordinates were established by classical geodetic methods
 BK2475.and adjusted by the National Geodetic Survey in January 1993..
 BK2475
 BK2475.The orthometric height was determined by differential leveling
 BK2475.and adjusted by the National Geodetic Survey in February 1994..
 BK2475
 BK2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2475
 BK2475.The geoid height was determined by GEOID03.
 BK2475
 BK2475.The dynamic height is computed by dividing the NAVD 88
 BK2475.geopotential number by the normal gravity value computed on the
 BK2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2475.degrees latitude (g = 980.6199 gals.).
 BK2475
 BK2475.The modeled gravity was interpolated from observed gravity values.
 BK2475
 BK2475;                    North         East     Units Scale Factor Converg.
 BK2475;SPC LA S     -   187,345.769   778,056.406   MT  0.99993008   -1 09 08.2
 BK2475;SPC LA S     -   614,650.24  2,552,673.39   sFT  0.99993008   -1 09 08.2
 BK2475;SPC TX C     - 3,075,204.545 1,344,520.031   MT  0.99998618   +3 26 54.8
 BK2475;SPC TX C     -10,089,233.58  4,411,146.14   sFT  0.99998618   +3 26 54.8
 BK2475;UTM  15      - 3,337,798.498   438,585.485   MT  0.99964653   -0 19 14.1
 BK2475
 BK2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2475!SPC LA S     -   1.00000361  x   0.99993008  =   0.99993369
 BK2475!SPC TX C     -   1.00000361  x   0.99998618  =   0.99998979
 BK2475!UTM  15      -   1.00000361  x   0.99964653  =   0.99965014
 BK2475
 BK2475:                Primary Azimuth Mark                     Grid Az
 BK2475:SPC LA S     -  10E009                                   182 42 05.0
 BK2475:SPC TX C     -  10E009                                   178 06 02.0
 BK2475:UTM  15      -  10E009                                   181 52 10.9
 BK2475
 BK2475|---------------------------------------------------------------------|
 BK2475| PID    Reference Object                     Distance      Geod. Az  |
 BK2475|                                                           dddmmss.s |
 BK2475| BK3217 10E009                              APPROX. 1.7 KM 1813256.8 |
 BK2475|---------------------------------------------------------------------|
 BK2475
 BK2475                          SUPERSEDED SURVEY CONTROL
 BK2475
 BK2475  NAD 83(1986)-  30 10 12.13608(N)    093 38 16.24418(W) AD(       ) 2
 BK2475  NAD 27      -  30 10 11.39061(N)    093 38 15.66087(W) AD(       ) 2
 BK2475  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 BK2475
 BK2475.Superseded values are not recommended for survey control.
 BK2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2475.See file dsdata.txt to determine how the superseded data were derived.
 BK2475
 BK2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3858537798(NAD 83)
 BK2475_MARKER: DS = TRIANGULATION STATION DISK
 BK2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2475_SP_SET: CONCRETE POST
 BK2475_STAMPING: 10E008
 BK2475_MARK LOGO: LADH  
 BK2475_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2475+STABILITY: SURFACE MOTION
 BK2475
 BK2475  HISTORY     - Date     Condition        Report By
 BK2475  HISTORY     - 1967     MONUMENTED       LADH
 BK2475  HISTORY     - 1984     GOOD             LADTD
 BK2475  HISTORY     - 19981024 GOOD             USPSQD
 BK2475  HISTORY     - 20041009 GOOD             USPSQD
 BK2475
 BK2475                          STATION DESCRIPTION
 BK2475
 BK2475'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK2475'THIS STATION IS LOCATED NORTH ALONG LA. HWY. 109, 0.67 MILES
 BK2475'FROM THE INTERSECTION WITH U.S. HWY. 90.  STATION IS SET
 BK2475'EAST OF LA. HWY. 109 NEAR FENCE CORNER AND DRIVE LEADING
 BK2475'EAST.  STATION IS 1.20 FEET EAST OF METAL WITNESS POST AND
 BK2475'SIGN, 1.20 FEET NORTH OF EAST-WEST FENCE ALONG DRIVE, 4.20
 BK2475'FEET EAST OF FENCE CORNER ON SAME FENCE, 40.00 FEET EAST
 BK2475'OF THE CENTERLINE OF LA. HWY. 109, 7.20 FEET EAST OF TELEPHONE
 BK2475'POLE NO. 29, 18.00 FEET SOUTH OF THE CENTERLINE OF GRAVEL
 BK2475'DRIVE LEADING EAST, AND 79.00 FEET EAST OF POWER POLE NO. 13.
 BK2475'
 BK2475'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2475'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK2475'OF THE GROUND.  STATION IS STAMPED 10E008.
 BK2475'
 BK2475'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK2475'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE TO
 BK2475'THE INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG U.S.
 BK2475'HWY. 90 FOR 3.58 MILES TO THE INTERSECTION WITH LA. HWY. 109,
 BK2475'THENCE NORTH ALONG LA. 109 FOR 0.67 MILE TO THE STATION
 BK2475'SET EAST OF THE HIGHWAY.
 BK2475'
 BK2475'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2475
 BK2475                          STATION RECOVERY (1984)
 BK2475
 BK2475'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2475'7.8 KM (4.8 MI) NE FROM VINTON.
 BK2475'1.19 KM (0.74 MILES) NORTH OF INTERSECTION LA.109 AND US 90 TO THE
 BK2475'MARK ON THE RIGHT, 12.2 METERS (40 FEET) EAST OF THE CENTER LINE OF
 BK2475'LA.109, 1.1 METERS (3.5 FEET) EAST OF A 4 STRAND BARBED WIRE FENCE
 BK2475'RUNNING NORTH AND SOUTH, .52 METERS (1.7 FEET) NORTH OF A 4 STRAND
 BK2475'BARBED WIRE FENCE RUNNING EAST AND WEST, 23.8 METERS (8 FEET) EAST OF
 BK2475'POWER POLE WEST OF LA. 109, 2.1 METERS (7 FEET) EAST OF A POWER POLE.
 BK2475'THE MARK IS 0.33 METERS  E FROM A WITNESS POST.
 BK2475
 BK2475                          STATION RECOVERY (1998)
 BK2475
 BK2475'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2475'RECOVERED IN GOOD CONDITION.
 BK2475
 BK2475                          STATION RECOVERY (2004)
 BK2475
 BK2475'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1841 ***********************************************************************
 BK1841  DESIGNATION -  10 F 002
 BK1841  PID         -  BK1841
 BK1841  STATE/COUNTY-  LA/CALCASIEU
 BK1841  USGS QUAD   -  VINTON (1994)
 BK1841
 BK1841                         *CURRENT SURVEY CONTROL
 BK1841  ___________________________________________________________________
 BK1841* NAD 83(1992)-  30 11 06.69165(N)    093 34 02.69500(W)     ADJUSTED  
 BK1841* NAVD 88     -         5.43   (+/-2cm)      17.8    (feet)  VERTCON   
 BK1841  ___________________________________________________________________
 BK1841  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK1841  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK1841
 BK1841  HORZ ORDER  -  SECOND
 BK1841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1841
 BK1841.The horizontal coordinates were established by classical geodetic methods
 BK1841.and adjusted by the National Geodetic Survey in January 1993..
 BK1841
 BK1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1841.The vertical order pertains to the NGVD 29 superseded value.
 BK1841
 BK1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1841
 BK1841.The geoid height was determined by GEOID03.
 BK1841
 BK1841;                    North         East     Units Scale Factor Converg.
 BK1841;SPC LA S     -   188,891.408   784,871.600   MT  0.99993090   -1 07 01.4
 BK1841;SPC LA S     -   619,721.23  2,575,032.91   sFT  0.99993090   -1 07 01.4
 BK1841;SPC TX C     - 3,077,292.050 1,351,189.622   MT  0.99998241   +3 29 05.4
 BK1841;SPC TX C     -10,096,082.33  4,433,027.95   sFT  0.99998241   +3 29 05.4
 BK1841;UTM  15      - 3,339,442.429   445,375.562   MT  0.99963681   -0 17 07.1
 BK1841
 BK1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1841!SPC LA S     -   1.00000346  x   0.99993090  =   0.99993436
 BK1841!SPC TX C     -   1.00000346  x   0.99998241  =   0.99998587
 BK1841!UTM  15      -   1.00000346  x   0.99963681  =   0.99964027
 BK1841
 BK1841:                Primary Azimuth Mark                     Grid Az
 BK1841:SPC LA S     -  10F006 LADH 1967                         079 13 04.7
 BK1841:SPC TX C     -  10F006 LADH 1967                         074 36 57.9
 BK1841:UTM  15      -  10F006 LADH 1967                         078 23 10.4
 BK1841
 BK1841|---------------------------------------------------------------------|
 BK1841| PID    Reference Object                     Distance      Geod. Az  |
 BK1841|                                                           dddmmss.s |
 BK1841| BK3198 10F006 LADH 1967                    APPROX. 1.4 KM 0780603.3 |
 BK1841| BK3195 10F001                              APPROX. 2.2 KM 2421438.3 |
 BK1841| BK2252 10 F 002 RESET                       14.046 METERS 25636     |
 BK1841|---------------------------------------------------------------------|
 BK1841
 BK1841                          SUPERSEDED SURVEY CONTROL
 BK1841
 BK1841  NAD 83(1986)-  30 11 06.70845(N)    093 34 02.68380(W) AD(       ) 2
 BK1841  NAD 27      -  30 11 05.96342(N)    093 34 02.10578(W) AD(       ) 2
 BK1841  NGVD 29 (??/??/??)    5.384  (m)           17.66   (f) ADJUSTED    2 0
 BK1841
 BK1841.Superseded values are not recommended for survey control.
 BK1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1841.See file dsdata.txt to determine how the superseded data were derived.
 BK1841
 BK1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4537639442(NAD 83)
 BK1841_MARKER: DD = SURVEY DISK
 BK1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1841_STAMPING: 10F002
 BK1841_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1841+STABILITY: SURFACE MOTION
 BK1841
 BK1841  HISTORY     - Date     Condition        Report By
 BK1841  HISTORY     - 1967     MONUMENTED       LADH
 BK1841  HISTORY     - 1970     GOOD             LADH
 BK1841  HISTORY     - 1970     GOOD             LADTD
 BK1841  HISTORY     - 1978     GOOD             NGS
 BK1841  HISTORY     - 1980     GOOD             LADTD
 BK1841  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK1841  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1841
 BK1841                          STATION DESCRIPTION
 BK1841
 BK1841'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK1841'THIS STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE
 BK1841'LOUISIANA HIGHWAY 108 INTERCHANGE IN VINTON.  THE STATION
 BK1841'IS IN THE ISLAND BETWEEN THE VINTON EXIT AND THE WEST BOUND
 BK1841'LANE ON I-10.  THE STATION IS 29.0 FEET NORTH OF THE CENTERLINE
 BK1841'OF THE WEST BOUND LANE ON I-10, 17.0 FEET SOUTH OF THE CENTERLINE
 BK1841'OF THE EXIT LANE TO VINTON, AND 25.0 FEET WEST OF POINT
 BK1841'IN TRAFFIC ISLAND BETWEEN I-10 AND THE VINTON EXIT.
 BK1841'
 BK1841'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK1841'CONCRETE POST EVEN WITH THE SURFACE OF THE GROUND.  STATION
 BK1841'IS STAMPED 10F002.
 BK1841'
 BK1841'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK1841'STREET) IN VINTON, FOLLOW HORRIDGE STREET NORTH FOR 0.10
 BK1841'MILE TO THE INTERSECTION WITH U.S. HWY. 90 AND LOUISIANA
 BK1841'HIGHWAY 108, THENCE EAST ALONG LOUISIANA HIGHWAY 108 FOR
 BK1841'0.65 MILE TO CURVE LEADING SOUTH, THENCE SOUTH FOR 0.3 MILE
 BK1841'TO THE LOUISIANA HIGHWAY 108 INTERCHANGE.  THE STATION IS
 BK1841'LOCATED IN THE NORTHEAST QUADRANT OF SAID INTERCHANGE.
 BK1841'
 BK1841'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK1841
 BK1841                          STATION RECOVERY (1970)
 BK1841
 BK1841'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (DJT)
 BK1841'THE STATION WAS VISITED MARCH 3, 1970 AND THE STATION MARK
 BK1841'WAS FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK1841'
 BK1841'THE STATION IS LOCATED 1.3 MILES SOUTHEAST OF VINTON AND
 BK1841'4.0 MILES SOUTHWEST OF EDGERLY IN THE SOUTHWEST, 1/4 OF
 BK1841'SECTION 14, T10S, R12W, AND ON PROPERTY OWNED BY THE LOUISIANA
 BK1841'DEPARTMENT OF HIGHWAYS.  IT IS LOCATED IN THE NORTHEAST
 BK1841'QUADRANT OF LA. 108 AND I-10 INTERCHANGE AT VINTON EXIT.
 BK1841'THE STATION IS IN THE ISLAND BETWEEN THE VINTON EXIT AND THE
 BK1841'WEST BOUND LAND ON I-10, 29 FEET NORTH OF THE CENTERLINE
 BK1841'OF THE WEST BOUND LANE ON I-10, 17 FEET SOUTH OF THE
 BK1841'CENTERLINE OF THE EXIT LANE TO VINTON, 25 FEET WEST OF GORE
 BK1841'NOSE OF TRAFFIC ISLAND, 250 FEET NORTHEAST OF THE
 BK1841'CENTERLINE OF LA.  108, IT IS ABOUT 1/2 FOOT ABOVE ROADWAY.
 BK1841'
 BK1841'IT IS A STANDARD TRIANGULATION DISK, STAMPED 10F002, PROJECTING
 BK1841'0 INCHES.
 BK1841'
 BK1841'TO REACH THE STATION FROM THE U.S. POST OFFICE AT VINTON,
 BK1841'GO 0.1 MILE NORTH ALONG HORRIDAGE STREET, THENCE 1.2 MILES
 BK1841'SOUTHWEST ALONG STATE ROUTE 108 TO THE MARKER ON THE LEFT.
 BK1841'
 BK1841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES
 BK1841'SOUTHEAST OF VINTON
 BK1841
 BK1841                          STATION RECOVERY (1970)
 BK1841
 BK1841'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BK1841'1.3 MI SE FROM VINTON.
 BK1841'ABOUT 0.1 MILE NORTH ALONG HORRIDAGE STREET FROM THE US POST OFFICE AT
 BK1841'VINTON, THENCE 1.2 MILE SOUTHWEST ALONG STATE ROUTE 108, LOCATED IN
 BK1841'THE NORTHEAST QUADRANT OF STATE ROUTE 108 INTERCHANGE IN VINTON,
 BK1841'STATIONED IN THE ISLAND BETWEEN THE VINTON EXIT AND THE WEST BOUND
 BK1841'LANE ON I-10, 29 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE
 BK1841'ON I-10, 17 FEET SOUTH OF THE CENTERLINE OF THE EXIT LANE TO VINTON,
 BK1841'25 FEET WEST OF A POINT IN TRAFFIC ISLAND BETWEEN I-10 AND THE VINTON
 BK1841'EXIT, APPROXIMATELY 250 FEET NORTHEAST OF THE CENTERLINE OF LA. 108,
 BK1841'1/2 FOOT ABOVE ROADWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BK1841'THE GROUND.  SECTION 22, T10S, R12W.
 BK1841
 BK1841                          STATION RECOVERY (1978)
 BK1841
 BK1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BK1841'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 BK1841'ROAD CONSTRUCTION THE MARK WILL BE DESTROYED.  STATION 10F002 RESET
 BK1841'1978 LDH WAS ESTABLISHED THIS DATE.
 BK1841
 BK1841                          STATION RECOVERY (1980)
 BK1841
 BK1841'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BK1841'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BK1841'1967.
 BK1841
 BK1841                          STATION RECOVERY (1997)
 BK1841
 BK1841'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1841'MARK NOT FOUND.
 BK1841
 BK1841                          STATION RECOVERY (2002)
 BK1841
 BK1841'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2252 ***********************************************************************
 BK2252  DESIGNATION -  10 F 002 RESET
 BK2252  PID         -  BK2252
 BK2252  STATE/COUNTY-  LA/CALCASIEU
 BK2252  USGS QUAD   -  VINTON (1994)
 BK2252
 BK2252                         *CURRENT SURVEY CONTROL
 BK2252  ___________________________________________________________________
 BK2252* NAD 83(1992)-  30 11 06.58599(N)    093 34 03.20577(W)     ADJUSTED  
 BK2252* NAVD 88     -         5.295  (meters)      17.37   (feet)  ADJUSTED  
 BK2252  ___________________________________________________________________
 BK2252  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK2252  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2252  DYNAMIC HT  -           5.288 (meters)      17.35  (feet)  COMP
 BK2252  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 BK2252
 BK2252  HORZ ORDER  -  THIRD
 BK2252  VERT ORDER  -  FIRST     CLASS II
 BK2252
 BK2252.The horizontal coordinates were established by classical geodetic methods
 BK2252.and adjusted by the National Geodetic Survey in January 1993..
 BK2252
 BK2252.The orthometric height was determined by differential leveling
 BK2252.and adjusted by the National Geodetic Survey in February 1994..
 BK2252
 BK2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2252
 BK2252.The geoid height was determined by GEOID03.
 BK2252
 BK2252.The dynamic height is computed by dividing the NAVD 88
 BK2252.geopotential number by the normal gravity value computed on the
 BK2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2252.degrees latitude (g = 980.6199 gals.).
 BK2252
 BK2252.The modeled gravity was interpolated from observed gravity values.
 BK2252
 BK2252;                    North         East     Units Scale Factor Converg.
 BK2252;SPC LA S     -   188,888.422   784,857.876   MT  0.99993090   -1 07 01.7
 BK2252;SPC LA S     -   619,711.43  2,574,987.88   sFT  0.99993090   -1 07 01.7
 BK2252;UTM  15      - 3,339,439.244   445,361.887   MT  0.99963683   -0 17 07.3
 BK2252
 BK2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2252!SPC LA S     -   1.00000348  x   0.99993090  =   0.99993438
 BK2252!UTM  15      -   1.00000348  x   0.99963683  =   0.99964031
 BK2252
 BK2252|---------------------------------------------------------------------|
 BK2252| PID    Reference Object                     Distance      Geod. Az  |
 BK2252|                                                           dddmmss.s |
 BK2252| BK1841 10 F 002                             14.046 METERS 07636     |
 BK2252| BK3195 10F001                              APPROX. 2.1 KM 2420901.7 |
 BK2252|---------------------------------------------------------------------|
 BK2252
 BK2252                          SUPERSEDED SURVEY CONTROL
 BK2252
 BK2252  NAD 83(1992)-  30 11 06.60278(N)    093 34 03.19459(W) AD(       ) 3
 BK2252  NAVD 88 (06/15/91)    5.290  (m)           17.36   (f) UNKNOWN     1 2
 BK2252  NGVD 29 (??/??/??)    5.249  (m)           17.22   (f) ADJUSTED    1 2
 BK2252
 BK2252.Superseded values are not recommended for survey control.
 BK2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2252.See file dsdata.txt to determine how the superseded data were derived.
 BK2252
 BK2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4536239439(NAD 83)
 BK2252_MARKER: DD = SURVEY DISK
 BK2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2252_SP_SET: CONCRETE POST
 BK2252_STAMPING: 10 F 002 1967 RESET 1978
 BK2252_MARK LOGO: LADH  
 BK2252_PROJECTION: FLUSH
 BK2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2252+STABILITY: SURFACE MOTION
 BK2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2252+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1978
 BK2252
 BK2252  HISTORY     - Date     Condition        Report By
 BK2252  HISTORY     - 1978     MONUMENTED       LADH
 BK2252  HISTORY     - 19780101 GOOD             NGS
 BK2252  HISTORY     - 1981     GOOD             NGS
 BK2252  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK2252  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2252
 BK2252                          STATION DESCRIPTION
 BK2252
 BK2252'DESCRIBED BY LA DEPT OF HIGHWAYS 1978 (CLN)
 BK2252'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE LOUISIANA
 BK2252'HIGHWAY 108 INTERCHANGE IN VINTON, IN THE ISLAND BETWEEN THE VINTON
 BK2252'EXIT AND THE WEST BOUND LANE ON INTERSTATE 10, 100 FEET EAST OF A
 BK2252'METAL LAMP POST, 71 FEET WEST OF POINT OF HIGHWAY FORK, 38 FEET NORTH
 BK2252'OF THE CENTER LINE OF THE WEST BOUND LANES OF INTERSTATE 10 AND 22
 BK2252'FEET SOUTH OF THE CENTER OF THE EXIT LANE TO VINTON.  THE DISK IS
 BK2252'STAMPED 10F002 RESET 1978 AND SET FLUSH WITH THE GROUND SURFACE.
 BK2252'
 BK2252'TO REACH THE STATION FROM VINTON, FOLLOW STATE HIGHWAY 108 EAST AND
 BK2252'SOUTH TO THE INTERSTATE 10 AND THE STATION AS DESCRIBED.
 BK2252
 BK2252                          STATION RECOVERY (1978)
 BK2252
 BK2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BK2252'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE LOUISIANA
 BK2252'HIGHWAY 108 INTERCHANGE IN VINTON, IN THE ISLAND BETWEEN THE VINTON
 BK2252'EXIT AND THE WEST BOUND LANE ON INTERSTATE 10, 100 FEET EAST OF A
 BK2252'METAL LAMP POST, 71 FEET WEST OF POINT OF HIGHWAY FORK, 38 FEET NORTH
 BK2252'OF THE CENTER LINE OF THE WEST BOUND LANES OF INTERSTATE 10, AND 22
 BK2252'FEET SOUTH OF THE CENTER OF THE EXIT LANE TO VINTON.  THE DISK IS
 BK2252'STAMPED--10F002 RESET 1978--, AND SET FLUSH WITH THE GROUND SURFACE.
 BK2252' 
 BK2252'TO REACH THE STATION FROM VINTON, FOLLOW STATE HIGHWAY 108 EAST AND
 BK2252'SOUTH TO THE INTERSTATE 10 AND THE STATION AS DESCRIBED.
 BK2252' 
 BK2252'THE ELEVATION DIFFERENCE FROM 10F002 TO 10F002 RESET 1978=-0.558 FEET.
 BK2252
 BK2252                          STATION RECOVERY (1981)
 BK2252
 BK2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK2252'1.8 KM (1.1 MI) SE FROM VINTON.
 BK2252'1.8 KILOMETERS (1.1 MILES) EAST-SOUTHEAST ALONG STATE HIGHWAY 108
 BK2252'(CENTER STREET) FROM THE JUNCTION OF HORRIDAGE STREET IN VINTON, TO
 BK2252'THE RAMP OF THE WESTBOUND LANE OF INTERSTATE 10, THENCE CONTINUE ON
 BK2252'FOOT SOUTHEAST FOR 0.2 KILOMETER (0.1 MILE) TO THE JUNCTION OF
 BK2252'INTERSTATE 10 AND THE MARK ON THE RIGHT, ON THE NORTHWEST SIDE OF THE
 BK2252'INTERSTATE EXIT SIGN, 11.88 METERS (39.0 FEET) NORTH OF THE CENTERLINE
 BK2252'OF INTERSTATE 10, 6.40 METERS (21.0 FEET) SOUTHEAST OF THE CENTER OF
 BK2252'THE EXIT RAMP, 7.19 METERS (23.6 FEET) NORTHWEST OF THE SOUTH LEG OF
 BK2252'THE INTERSTATE VINTON EXIT SIGN.
 BK2252'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BK2252'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
 BK2252
 BK2252                          STATION RECOVERY (1996)
 BK2252
 BK2252'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2252'MARK NOT FOUND.
 BK2252
 BK2252                          STATION RECOVERY (2002)
 BK2252
 BK2252'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK2252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2105 ***********************************************************************
 BK2105  DESIGNATION -  10 GDS USGS
 BK2105  PID         -  BK2105
 BK2105  STATE/COUNTY-  LA/ST LANDRY
 BK2105  USGS QUAD   -  MORROW (1972)
 BK2105
 BK2105                         *CURRENT SURVEY CONTROL
 BK2105  ___________________________________________________________________
 BK2105* NAD 83(1986)-  30 45 24.     (N)    092 05 20.     (W)     SCALED    
 BK2105* NAVD 88     -        12.85   (+/-2cm)      42.2    (feet)  VERTCON   
 BK2105  ___________________________________________________________________
 BK2105  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2105
 BK2105  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2105
 BK2105.The horizontal coordinates were scaled from a topographic map and have
 BK2105.an estimated accuracy of +/- 6 seconds.
 BK2105
 BK2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2105.The vertical order pertains to the NGVD 29 superseded value.
 BK2105
 BK2105.The geoid height was determined by GEOID03.
 BK2105
 BK2105;                    North         East    Units  Estimated Accuracy
 BK2105;SPC LA S     -   250,380.      927,660.      MT  (+/- 180 meters Scaled)
 BK2105
 BK2105                          SUPERSEDED SURVEY CONTROL
 BK2105
 BK2105  NGVD 29 (??/??/??)   12.824  (m)           42.07   (f) ADJUSTED    2 2
 BK2105
 BK2105.Superseded values are not recommended for survey control.
 BK2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2105.See file dsdata.txt to determine how the superseded data were derived.
 BK2105
 BK2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ872029(NAD 83)
 BK2105_MARKER: DE = TRAVERSE STATION DISK
 BK2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2105_SP_SET: CONCRETE POST
 BK2105_STAMPING: 10 GDS 1965
 BK2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2105+STABILITY: SURFACE MOTION
 BK2105
 BK2105  HISTORY     - Date     Condition        Report By
 BK2105  HISTORY     - 1965     MONUMENTED       USGS
 BK2105  HISTORY     - 1977     GOOD             LADTD
 BK2105
 BK2105                          STATION DESCRIPTION
 BK2105
 BK2105'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2105'6.1 MI SE FROM BEGGS.
 BK2105'ABOUT 6.1 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2105'HIGHWAY 10 AT BEGGS, 59 FT WEST OF THE CENTERLINE OF STATE HIGHWAY
 BK2105'182, 99 FT WEST OF POWER POLE NO 08, 22 FT SOUTH OF A FENCE CORNER.
 BK2105'THIS MARKER IS LOCATED IN THE NW CORNER OF A CEMETARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1612 ***********************************************************************
 CQ1612  DESIGNATION -  10 SES
 CQ1612  PID         -  CQ1612
 CQ1612  STATE/COUNTY-  LA/WEBSTER
 CQ1612  USGS QUAD   -  FRYEBURG (1986)
 CQ1612
 CQ1612                         *CURRENT SURVEY CONTROL
 CQ1612  ___________________________________________________________________
 CQ1612* NAD 83(1986)-  32 25 59.     (N)    093 14 46.     (W)     SCALED    
 CQ1612* NAVD 88     -        83.58   (+/-2cm)     274.2    (feet)  VERTCON   
 CQ1612  ___________________________________________________________________
 CQ1612  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ1612
 CQ1612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1612
 CQ1612.The horizontal coordinates were scaled from a topographic map and have
 CQ1612.an estimated accuracy of +/- 6 seconds.
 CQ1612
 CQ1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1612.The vertical order pertains to the NGVD 29 superseded value.
 CQ1612
 CQ1612.The geoid height was determined by GEOID03.
 CQ1612
 CQ1612;                    North         East    Units  Estimated Accuracy
 CQ1612;SPC LA N     -   214,570.      929,840.      MT  (+/- 180 meters Scaled)
 CQ1612
 CQ1612                          SUPERSEDED SURVEY CONTROL
 CQ1612
 CQ1612  NGVD 29 (??/??/??)   83.644  (m)          274.42   (f) ADJUSTED    2 0
 CQ1612
 CQ1612.Superseded values are not recommended for survey control.
 CQ1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1612.See file dsdata.txt to determine how the superseded data were derived.
 CQ1612
 CQ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR768884(NAD 83)
 CQ1612_MARKER: DD = SURVEY DISK
 CQ1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1612_STAMPING: S.E.S. NO 10 1934
 CQ1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1612+STABILITY: SURFACE MOTION
 CQ1612
 CQ1612  HISTORY     - Date     Condition        Report By
 CQ1612  HISTORY     - 1934     MONUMENTED       LOCSUR
 CQ1612  HISTORY     - 1934     GOOD             CGS
 CQ1612  HISTORY     - 1938     GOOD             LOCSUR
 CQ1612
 CQ1612                          STATION DESCRIPTION
 CQ1612
 CQ1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1612'1.6 MI S FROM HEFLIN.
 CQ1612'ABOUT 1.6 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1612'THE STATION AT HEFLIN, WEBSTER PARISH, EAST OF MILEAGE 90.30, 17 FEET
 CQ1612'WEST OF SOIL EROSION SERVICE WELL 14, ABOUT 257 YARDS EAST OF THE
 CQ1612'TRACK, ABOUT 79 YARDS SOUTH OF A ROAD, AND 12 FEET NORTH OF AN OLD
 CQ1612'HOUSE.  A SOIL EROSION SERVICE STANDARD DISK, STAMPED S.E.S. NO 10
 CQ1612'1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1612
 CQ1612                          STATION RECOVERY (1938)
 CQ1612
 CQ1612'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 CQ1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2476 ***********************************************************************
 BK2476  DESIGNATION -  10 V 123
 BK2476  PID         -  BK2476
 BK2476  STATE/COUNTY-  LA/CALCASIEU
 BK2476  USGS QUAD   -  ECHO (1994)
 BK2476
 BK2476                         *CURRENT SURVEY CONTROL
 BK2476  ___________________________________________________________________
 BK2476* NAD 83(1986)-  30 11 13.     (N)    093 38 21.     (W)     SCALED    
 BK2476* NAVD 88     -         5.046  (meters)      16.56   (feet)  ADJUSTED  
 BK2476  ___________________________________________________________________
 BK2476  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK2476  DYNAMIC HT  -           5.039 (meters)      16.53  (feet)  COMP
 BK2476  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 BK2476
 BK2476  VERT ORDER  -  SECOND    CLASS I
 BK2476
 BK2476.The horizontal coordinates were scaled from a topographic map and have
 BK2476.an estimated accuracy of +/- 6 seconds.
 BK2476
 BK2476.The orthometric height was determined by differential leveling
 BK2476.and adjusted by the National Geodetic Survey in February 1994..
 BK2476
 BK2476.The geoid height was determined by GEOID03.
 BK2476
 BK2476.The dynamic height is computed by dividing the NAVD 88
 BK2476.geopotential number by the normal gravity value computed on the
 BK2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2476.degrees latitude (g = 980.6199 gals.).
 BK2476
 BK2476.The modeled gravity was interpolated from observed gravity values.
 BK2476
 BK2476;                    North         East    Units  Estimated Accuracy
 BK2476;SPC LA S     -   189,220.      777,970.      MT  (+/- 180 meters Scaled)
 BK2476
 BK2476                          SUPERSEDED SURVEY CONTROL
 BK2476
 BK2476.No superseded survey control is available for this station.
 BK2476
 BK2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP384396(NAD 83)
 BK2476_MARKER: DB = BENCH MARK DISK
 BK2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2476_SP_SET: CONCRETE POST
 BK2476_STAMPING: 10V123 1984
 BK2476_MARK LOGO: LADH  
 BK2476_PROJECTION: FLUSH
 BK2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2476+STABILITY: SURFACE MOTION
 BK2476
 BK2476  HISTORY     - Date     Condition        Report By
 BK2476  HISTORY     - 1984     MONUMENTED       LADTD
 BK2476  HISTORY     - 1999     GOOD             USPSQD
 BK2476  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2476
 BK2476                          STATION DESCRIPTION
 BK2476
 BK2476'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2476'9.7 KM (6.0 MI) NE FROM VINTON.
 BK2476'3.09 KM (1.92 MILES) NORTH OF INTERSECTION LA.109 AND US 90 TO THE
 BK2476'MARK ON THE LEFT 17.5 METERS (57.5 FEET) WEST OF CENTERLINE OF LA.109,
 BK2476'3.0 METERS (9.6 FEET NORTHEAST OF A 24 INCH OAK TREE, 3.2 METERS (10.5
 BK2476'FEET) NORTH OF A TELEPHONE POLE, 21.5 METERS (70.7 FEET) NORTH
 BK2476'NORTHWEST OF 10E007 USC AND 63 TO BE USED ONLY AS A REFERENCE
 BK2476'2.56 METERS (8.4 FEET) EAST OF A WITNESS POST, RAILROAD SPIKE EMBEDDED
 BK2476'IN CONCRETE.
 BK2476'THE MARK IS 2.56 METERS  E FROM A WITNESS POST.
 BK2476'THE MARK IS 0.40 M BELOW THE HIGHWAY.
 BK2476
 BK2476                          STATION RECOVERY (1999)
 BK2476
 BK2476'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK2476'RECOVERED IN GOOD CONDITION.
 BK2476
 BK2476                          STATION RECOVERY (2004)
 BK2476
 BK2476'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2487 ***********************************************************************
 BK2487  DESIGNATION -  10 V 124
 BK2487  PID         -  BK2487
 BK2487  STATE/COUNTY-  LA/CALCASIEU
 BK2487  USGS QUAD   -  STARKS (1994)
 BK2487
 BK2487                         *CURRENT SURVEY CONTROL
 BK2487  ___________________________________________________________________
 BK2487* NAD 83(1986)-  30 17 07.     (N)    093 39 13.     (W)     SCALED    
 BK2487* NAVD 88     -         8.241  (meters)      27.04   (feet)  ADJUSTED  
 BK2487  ___________________________________________________________________
 BK2487  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK2487  DYNAMIC HT  -           8.230 (meters)      27.00  (feet)  COMP
 BK2487  MODELED GRAV-     979,324.8   (mgal)                       NAVD 88
 BK2487
 BK2487  VERT ORDER  -  SECOND    CLASS I
 BK2487
 BK2487.The horizontal coordinates were scaled from a topographic map and have
 BK2487.an estimated accuracy of +/- 6 seconds.
 BK2487
 BK2487.The orthometric height was determined by differential leveling
 BK2487.and adjusted by the National Geodetic Survey in February 1994..
 BK2487
 BK2487.The geoid height was determined by GEOID03.
 BK2487
 BK2487.The dynamic height is computed by dividing the NAVD 88
 BK2487.geopotential number by the normal gravity value computed on the
 BK2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2487.degrees latitude (g = 980.6199 gals.).
 BK2487
 BK2487.The modeled gravity was interpolated from observed gravity values.
 BK2487
 BK2487;                    North         East    Units  Estimated Accuracy
 BK2487;SPC LA S     -   200,150.      776,800.      MT  (+/- 180 meters Scaled)
 BK2487
 BK2487                          SUPERSEDED SURVEY CONTROL
 BK2487
 BK2487.No superseded survey control is available for this station.
 BK2487
 BK2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP371505(NAD 83)
 BK2487_MARKER: DB = BENCH MARK DISK
 BK2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2487_SP_SET: CONCRETE POST
 BK2487_STAMPING: 10V124 1984
 BK2487_MARK LOGO: LADH  
 BK2487_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2487+STABILITY: SURFACE MOTION
 BK2487
 BK2487  HISTORY     - Date     Condition        Report By
 BK2487  HISTORY     - 1984     MONUMENTED       LADTD
 BK2487  HISTORY     - 19981024 GOOD             USPSQD
 BK2487
 BK2487                          STATION DESCRIPTION
 BK2487
 BK2487'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2487'5.69 KM (3.53 MI) SOUTH FROM STARKS.
 BK2487'5.69 KM (3.53 MILES) SOUTH FROM THE INTERSECTION OF LA. 12 AND LA.109
 BK2487'TO THE MARK ON THE LEFT, 14.0 METERS (45 FEET) NORTHEAST OF THE
 BK2487'CENTERLINE OF LA.109, 1.0 METERS (3.3 FEET)SOUTHWEST OF A 4 STRAND
 BK2487'BARBED WIRE FENCE, 2.0 METERS (5.8 FEET) NORTHEAST OF A POWER POLE,
 BK2487'.85 METERS (12.8 FEET) SOUTH-SOUTHEAST OF A 25 INCH PINE TREE, 0.52
 BK2487'METERS (1.7 FEET) SOUTHWEST OF A WITNESS POST, RAILROAD SPIKE EMBEDDED
 BK2487'IN THE CONCRETE.
 BK2487'THE MARK IS 0.52 METERS  SW FROM A WITNESS POST.
 BK2487'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 BK2487
 BK2487                          STATION RECOVERY (1998)
 BK2487
 BK2487'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2488 ***********************************************************************
 BK2488  DESIGNATION -  10 V 125
 BK2488  PID         -  BK2488
 BK2488  STATE/COUNTY-  LA/CALCASIEU
 BK2488  USGS QUAD   -  STARKS (1994)
 BK2488
 BK2488                         *CURRENT SURVEY CONTROL
 BK2488  ___________________________________________________________________
 BK2488* NAD 83(1986)-  30 17 57.     (N)    093 39 35.     (W)     SCALED    
 BK2488* NAVD 88     -         9.689  (meters)      31.79   (feet)  ADJUSTED  
 BK2488  ___________________________________________________________________
 BK2488  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK2488  DYNAMIC HT  -           9.676 (meters)      31.75  (feet)  COMP
 BK2488  MODELED GRAV-     979,326.2   (mgal)                       NAVD 88
 BK2488
 BK2488  VERT ORDER  -  SECOND    CLASS I
 BK2488
 BK2488.The horizontal coordinates were scaled from a topographic map and have
 BK2488.an estimated accuracy of +/- 6 seconds.
 BK2488
 BK2488.The orthometric height was determined by differential leveling
 BK2488.and adjusted by the National Geodetic Survey in February 1994..
 BK2488
 BK2488.The geoid height was determined by GEOID03.
 BK2488
 BK2488.The dynamic height is computed by dividing the NAVD 88
 BK2488.geopotential number by the normal gravity value computed on the
 BK2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2488.degrees latitude (g = 980.6199 gals.).
 BK2488
 BK2488.The modeled gravity was interpolated from observed gravity values.
 BK2488
 BK2488;                    North         East    Units  Estimated Accuracy
 BK2488;SPC LA S     -   201,700.      776,240.      MT  (+/- 180 meters Scaled)
 BK2488
 BK2488                          SUPERSEDED SURVEY CONTROL
 BK2488
 BK2488.No superseded survey control is available for this station.
 BK2488
 BK2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP365521(NAD 83)
 BK2488_MARKER: DB = BENCH MARK DISK
 BK2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2488_SP_SET: CONCRETE POST
 BK2488_STAMPING: 10V125 1984
 BK2488_MARK LOGO: LADH  
 BK2488_PROJECTION: FLUSH
 BK2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2488+STABILITY: SURFACE MOTION
 BK2488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2488+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BK2488
 BK2488  HISTORY     - Date     Condition        Report By
 BK2488  HISTORY     - 1984     MONUMENTED       LADTD
 BK2488  HISTORY     - 20060502 GOOD             NGS
 BK2488
 BK2488                          STATION DESCRIPTION
 BK2488
 BK2488'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2488'3.92 KM (2.43 MI) SOUTH FROM STARKS.
 BK2488'3.92 KM (2.43 MILES) SOUTH FROM THE INTERSECTION LA.12 AND LA.109 TO
 BK2488'THE MARK ON THE LEFT, 11.1 METERS 136.5 FEET) EAST OF THE CENTERLINE
 BK2488'OF LA.109 .61 METERS (2 FEET) WEST OF A WHITE BOARD FENCE, 4.88 METERS
 BK2488'(16 FEET) SOUTH-SOUTHEAST OF A POWER POLE, 6.58 METERS (21.6 FEET)
 BK2488'SOUTH EAST OF THE SOUTH END OF A 18 INCH BY 20 FOOT CONCRETE PIPE
 BK2488'DRIVEWAY LEADING EAST, RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2488'THE MARK IS 0.43 METERS  N FROM A WITNESS POST.
 BK2488'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 BK2488
 BK2488                          STATION RECOVERY (2006)
 BK2488
 BK2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK2488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2489 ***********************************************************************
 BK2489  DESIGNATION -  10 V 126
 BK2489  PID         -  BK2489
 BK2489  STATE/COUNTY-  LA/CALCASIEU
 BK2489  USGS QUAD   -  STARKS (1994)
 BK2489
 BK2489                         *CURRENT SURVEY CONTROL
 BK2489  ___________________________________________________________________
 BK2489* NAD 83(1986)-  30 19 23.     (N)    093 39 47.     (W)     SCALED    
 BK2489* NAVD 88     -        10.900  (meters)      35.76   (feet)  ADJUSTED  
 BK2489  ___________________________________________________________________
 BK2489  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2489  DYNAMIC HT  -          10.886 (meters)      35.72  (feet)  COMP
 BK2489  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BK2489
 BK2489  VERT ORDER  -  SECOND    CLASS I
 BK2489
 BK2489.The horizontal coordinates were scaled from a topographic map and have
 BK2489.an estimated accuracy of +/- 6 seconds.
 BK2489
 BK2489.The orthometric height was determined by differential leveling
 BK2489.and adjusted by the National Geodetic Survey in February 1994..
 BK2489
 BK2489.The geoid height was determined by GEOID03.
 BK2489
 BK2489.The dynamic height is computed by dividing the NAVD 88
 BK2489.geopotential number by the normal gravity value computed on the
 BK2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2489.degrees latitude (g = 980.6199 gals.).
 BK2489
 BK2489.The modeled gravity was interpolated from observed gravity values.
 BK2489
 BK2489;                    North         East    Units  Estimated Accuracy
 BK2489;SPC LA S     -   204,350.      775,970.      MT  (+/- 180 meters Scaled)
 BK2489
 BK2489                          SUPERSEDED SURVEY CONTROL
 BK2489
 BK2489.No superseded survey control is available for this station.
 BK2489
 BK2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP362547(NAD 83)
 BK2489_MARKER: DB = BENCH MARK DISK
 BK2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2489_SP_SET: CONCRETE POST
 BK2489_STAMPING: 10V126 1984
 BK2489_MARK LOGO: LADH  
 BK2489_PROJECTION: RECESSED 2 CENTIMETERS
 BK2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2489+STABILITY: SURFACE MOTION
 BK2489
 BK2489  HISTORY     - Date     Condition        Report By
 BK2489  HISTORY     - 1984     MONUMENTED       LADTD
 BK2489
 BK2489                          STATION DESCRIPTION
 BK2489
 BK2489'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2489'0.37 KM (0.23 MI) NORTH FROM STARKS.
 BK2489'0.37 KM (0.23 MILES) NORTH OF THE INTERSECTION OF LA.12 AND LA.109 TO
 BK2489'THE MARK ON THE RIGHT 31.4 METERS (103 FEET) EAST OF THE CENTERLINE OF
 BK2489'LA.109, 0.33 METER (1.1 FEET) NORTH OF A 4 STRAND BARBED WIRE FENCE
 BK2489'4.42 METERS (14.5 FEET) SOUTHWEST OF THE SOUTHWEST LEG OF THE STARKS
 BK2489'FIRE TOWER , 10.36 METERS (34 FEET)SOUTH-SOUTH EAST OF A SERVICE POWER
 BK2489'POLE, 0.70 METERS (2.3 FEET) SOUTH WEST OF A WITNESS POST, RAILROAD
 BK2489'SPIKE EMBEDDED IN CONCRETE.
 BK2489'THE MARK IS 0.70 METERS  SW FROM A WITNESS POST.
 BK2489'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2490 ***********************************************************************
 BK2490  DESIGNATION -  10 V 127
 BK2490  PID         -  BK2490
 BK2490  STATE/COUNTY-  LA/CALCASIEU
 BK2490  USGS QUAD   -  STARKS (1994)
 BK2490
 BK2490                         *CURRENT SURVEY CONTROL
 BK2490  ___________________________________________________________________
 BK2490* NAD 83(1986)-  30 20 15.     (N)    093 40 11.     (W)     SCALED    
 BK2490* NAVD 88     -        10.918  (meters)      35.82   (feet)  ADJUSTED  
 BK2490  ___________________________________________________________________
 BK2490  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2490  DYNAMIC HT  -          10.904 (meters)      35.77  (feet)  COMP
 BK2490  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BK2490
 BK2490  VERT ORDER  -  SECOND    CLASS I
 BK2490
 BK2490.The horizontal coordinates were scaled from a topographic map and have
 BK2490.an estimated accuracy of +/- 6 seconds.
 BK2490
 BK2490.The orthometric height was determined by differential leveling
 BK2490.and adjusted by the National Geodetic Survey in February 1994..
 BK2490
 BK2490.The geoid height was determined by GEOID03.
 BK2490
 BK2490.The dynamic height is computed by dividing the NAVD 88
 BK2490.geopotential number by the normal gravity value computed on the
 BK2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2490.degrees latitude (g = 980.6199 gals.).
 BK2490
 BK2490.The modeled gravity was interpolated from observed gravity values.
 BK2490
 BK2490;                    North         East    Units  Estimated Accuracy
 BK2490;SPC LA S     -   205,970.      775,370.      MT  (+/- 180 meters Scaled)
 BK2490
 BK2490                          SUPERSEDED SURVEY CONTROL
 BK2490
 BK2490.No superseded survey control is available for this station.
 BK2490
 BK2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP356563(NAD 83)
 BK2490_MARKER: DB = BENCH MARK DISK
 BK2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2490_SP_SET: CONCRETE POST
 BK2490_STAMPING: 10V127 1984
 BK2490_MARK LOGO: LADH  
 BK2490_PROJECTION: FLUSH
 BK2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2490+STABILITY: SURFACE MOTION
 BK2490
 BK2490  HISTORY     - Date     Condition        Report By
 BK2490  HISTORY     - 1984     MONUMENTED       LADTD
 BK2490
 BK2490                          STATION DESCRIPTION
 BK2490
 BK2490'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2490'2.06 KM (1.28 MI) NORTH FROM STARKS.
 BK2490'2.06 KM (1.28 MILES) NORTH FROM INTERSECTION OF LA.12 AND LA.109 TO TO
 BK2490'THE MARK ON THE RIGHT, 12.04 METERS (39.5 FEET) EAST-NORTHEAST OF THE
 BK2490'CENTERLINE OF LA.109, .60 METERS (1.9 FEET) WEST.NORTHWEST OF A 3
 BK2490'STRAND BARBED WIRE FENCE, 4.54 METERS (14.9 FEET) EAST NORTH EAST OF
 BK2490'THE SOUTH END OF A 18 INCH BY 28 FEET CONCRETE DRIVE LEADING EAST,
 BK2490'8.23 METERS (27 FEET) SOUTH-SOUTHWEST OF A POWER POLE.
 BK2490'THE MARK IS 0.49 METERS  WNW FROM A WITNESS POST.
 BK2490'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2491 ***********************************************************************
 BK2491  DESIGNATION -  10 V 128
 BK2491  PID         -  BK2491
 BK2491  STATE/COUNTY-  LA/CALCASIEU
 BK2491  USGS QUAD   -  STARKS (1994)
 BK2491
 BK2491                         *CURRENT SURVEY CONTROL
 BK2491  ___________________________________________________________________
 BK2491* NAD 83(1986)-  30 21 19.     (N)    093 40 23.     (W)     SCALED    
 BK2491* NAVD 88     -        10.570  (meters)      34.68   (feet)  ADJUSTED  
 BK2491  ___________________________________________________________________
 BK2491  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2491  DYNAMIC HT  -          10.556 (meters)      34.63  (feet)  COMP
 BK2491  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 BK2491
 BK2491  VERT ORDER  -  SECOND    CLASS I
 BK2491
 BK2491.The horizontal coordinates were scaled from a topographic map and have
 BK2491.an estimated accuracy of +/- 6 seconds.
 BK2491
 BK2491.The orthometric height was determined by differential leveling
 BK2491.and adjusted by the National Geodetic Survey in February 1994..
 BK2491
 BK2491.The geoid height was determined by GEOID03.
 BK2491
 BK2491.The dynamic height is computed by dividing the NAVD 88
 BK2491.geopotential number by the normal gravity value computed on the
 BK2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2491.degrees latitude (g = 980.6199 gals.).
 BK2491
 BK2491.The modeled gravity was interpolated from observed gravity values.
 BK2491
 BK2491;                    North         East    Units  Estimated Accuracy
 BK2491;SPC LA S     -   207,940.      775,090.      MT  (+/- 180 meters Scaled)
 BK2491
 BK2491                          SUPERSEDED SURVEY CONTROL
 BK2491
 BK2491.No superseded survey control is available for this station.
 BK2491
 BK2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP353583(NAD 83)
 BK2491_MARKER: DB = BENCH MARK DISK
 BK2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2491_SP_SET: CONCRETE POST
 BK2491_STAMPING: 10V128 1984
 BK2491_MARK LOGO: LADH  
 BK2491_PROJECTION: RECESSED 3 CENTIMETERS
 BK2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2491+STABILITY: SURFACE MOTION
 BK2491
 BK2491  HISTORY     - Date     Condition        Report By
 BK2491  HISTORY     - 1984     MONUMENTED       LADTD
 BK2491
 BK2491                          STATION DESCRIPTION
 BK2491
 BK2491'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2491'4.12 KM (2.56 MI) NORTH FROM STARKS.
 BK2491'4.12 KM (2.56 MILES) NORTH OF THE INTERSECTION OF LA.12 AND LA.109 TO
 BK2491'THE MARK ON THE LEFT , 13.1 METERS (43 FEET)WEST OF THE CENTERLINE OF
 BK2491'LA.109, 10.67 METERS (35 FEET) EAST SOUTHEAST OF THE SOUTHEAST CORNER
 BK2491'OF A METAL CATTLE GUARD ACROSS DRIVE LEADING WEST, 5.2 METERS (17
 BK2491'FEET) SOUTH OF A DRIVE LEADING WEST, RAILROAD SPIKE EMBEDDED IN THE
 BK2491'CONCRETE.
 BK2491'THE MARK IS 1.3 METERS  NNE FROM A WITNESS POST.
 BK2491'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2492 ***********************************************************************
 BK2492  DESIGNATION -  10 V 129
 BK2492  PID         -  BK2492
 BK2492  STATE/COUNTY-  LA/CALCASIEU
 BK2492  USGS QUAD   -  STARKS (1994)
 BK2492
 BK2492                         *CURRENT SURVEY CONTROL
 BK2492  ___________________________________________________________________
 BK2492* NAD 83(1986)-  30 21 57.     (N)    093 40 23.     (W)     SCALED    
 BK2492* NAVD 88     -        11.453  (meters)      37.58   (feet)  ADJUSTED  
 BK2492  ___________________________________________________________________
 BK2492  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2492  DYNAMIC HT  -          11.438 (meters)      37.53  (feet)  COMP
 BK2492  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 BK2492
 BK2492  VERT ORDER  -  SECOND    CLASS I
 BK2492
 BK2492.The horizontal coordinates were scaled from a topographic map and have
 BK2492.an estimated accuracy of +/- 6 seconds.
 BK2492
 BK2492.The orthometric height was determined by differential leveling
 BK2492.and adjusted by the National Geodetic Survey in February 1994..
 BK2492
 BK2492.The geoid height was determined by GEOID03.
 BK2492
 BK2492.The dynamic height is computed by dividing the NAVD 88
 BK2492.geopotential number by the normal gravity value computed on the
 BK2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2492.degrees latitude (g = 980.6199 gals.).
 BK2492
 BK2492.The modeled gravity was interpolated from observed gravity values.
 BK2492
 BK2492;                    North         East    Units  Estimated Accuracy
 BK2492;SPC LA S     -   209,110.      775,110.      MT  (+/- 180 meters Scaled)
 BK2492
 BK2492                          SUPERSEDED SURVEY CONTROL
 BK2492
 BK2492.No superseded survey control is available for this station.
 BK2492
 BK2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP353595(NAD 83)
 BK2492_MARKER: DB = BENCH MARK DISK
 BK2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2492_SP_SET: CONCRETE POST
 BK2492_STAMPING: 10V129 1984
 BK2492_MARK LOGO: LADH  
 BK2492_PROJECTION: RECESSED 3 CENTIMETERS
 BK2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2492+STABILITY: SURFACE MOTION
 BK2492
 BK2492  HISTORY     - Date     Condition        Report By
 BK2492  HISTORY     - 1984     MONUMENTED       LADTD
 BK2492
 BK2492                          STATION DESCRIPTION
 BK2492
 BK2492'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2492'5.34 KM (3.32 MI) NORTH FROM STARKS.
 BK2492'5.34 KM (3.32 MILES) NORTH FROM INTERSECTION OF LA.12 AND LA.109 TO
 BK2492'THE MARK ON THE RIGHT, 13.01 METERS (42.7 FEET) EAST OF THE CENTERLINE
 BK2492'OF LA.109, 0.49 METERS (1.6 FEET) EAST OF A 4 STRAND BARBED WIRE
 BK2492'FENCE, 28.3 METERS (93.0 FEET) NORTH OF A GULF STATES UTILITY POWER
 BK2492'POLE, RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2492'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BK2492'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1654 ***********************************************************************
 BK1654  DESIGNATION -  10 V 13
 BK1654  PID         -  BK1654
 BK1654  STATE/COUNTY-  LA/CALCASIEU
 BK1654  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK1654
 BK1654                         *CURRENT SURVEY CONTROL
 BK1654  ___________________________________________________________________
 BK1654* NAD 83(1992)-  30 04 54.19640(N)    093 07 42.66969(W)     ADJUSTED  
 BK1654* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BK1654  **This station is located in a subsidence area (see below).
 BK1654  ___________________________________________________________________
 BK1654  X           -    -301,460.517 (meters)                     COMP
 BK1654  Y           -  -5,515,467.263 (meters)                     COMP
 BK1654  Z           -   3,178,203.192 (meters)                     COMP
 BK1654  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK1654  ELLIP HEIGHT-         -25.30  (meters)          (02/20/02) GPS OBS
 BK1654  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK1654  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 BK1654  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 BK1654
 BK1654  HORZ ORDER  -  FIRST
 BK1654  VERT ORDER  -  THIRD (See Below)
 BK1654  ELLP ORDER  -  FOURTH    CLASS I
 BK1654
 BK1654.The horizontal coordinates were established by GPS observations
 BK1654.and adjusted by the National Geodetic Survey in January 1995..
 BK1654
 BK1654 ** The orthometric height has not been validated since last determined
 BK1654 ** by differential leveling and should not be used for control purposes.
 BK1654 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1654 ** area with valid NAVD 88 orthometric heights.
 BK1654 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1654 ** epoch indicated which incorporates improved geoid heights for the
 BK1654 ** Southern Louisiana Subsidence area.
 BK1654 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1654.The orthometric height was scaled from a topographic map.
 BK1654.The vertical order pertains to the first NAVD 88 superseded value.
 BK1654
 BK1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1654
 BK1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1654
 BK1654.The ellipsoidal height was determined by GPS observations
 BK1654.and is referenced to NAD 83.
 BK1654
 BK1654.The geoid height was determined by GEOID03.
 BK1654
 BK1654.The dynamic height is computed by dividing the NAVD 88
 BK1654.geopotential number by the normal gravity value computed on the
 BK1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1654.degrees latitude (g = 980.6199 gals.).
 BK1654
 BK1654.The modeled gravity was interpolated from observed gravity values.
 BK1654
 BK1654;                    North         East     Units Scale Factor Converg.
 BK1654;SPC LA S     -   176,680.347   826,951.031   MT  0.99992674   -0 53 51.4
 BK1654;SPC LA S     -   579,658.77  2,713,088.51   sFT  0.99992674   -0 53 51.4
 BK1654;UTM  15      - 3,327,847.745   487,614.769   MT  0.99960189   -0 03 51.9
 BK1654
 BK1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1654!SPC LA S     -   1.00000397  x   0.99992674  =   0.99993071
 BK1654!UTM  15      -   1.00000397  x   0.99960189  =   0.99960586
 BK1654
 BK1654                          SUPERSEDED SURVEY CONTROL
 BK1654
 BK1654  ELLIP H (01/13/95)  -25.18   (m)                       GP(       ) 3 2
 BK1654  NAVD 88 (01/13/95)    2.02   (m)            6.6    (f) LEVELING    3  
 BK1654  NGVD 29 (??/??/??)    1.989  (m)            6.53   (f) ADJUSTED    1 2
 BK1654
 BK1654.Superseded values are not recommended for survey control.
 BK1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1654.See file dsdata.txt to determine how the superseded data were derived.
 BK1654
 BK1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8761527848(NAD 83)
 BK1654_MARKER: DD = SURVEY DISK
 BK1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1654_SP_SET: CONCRETE POST
 BK1654_STAMPING: 10V13 1968
 BK1654_MARK LOGO: LADHGS
 BK1654_PROJECTION: FLUSH
 BK1654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1654+STABILITY: SURFACE MOTION
 BK1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1654+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BK1654
 BK1654  HISTORY     - Date     Condition        Report By
 BK1654  HISTORY     - 1968     MONUMENTED       LADTD
 BK1654  HISTORY     - 1982     GOOD             NGS
 BK1654  HISTORY     - 19910103 GOOD             VFM
 BK1654  HISTORY     - 19970208 GOOD             USPSQD
 BK1654  HISTORY     - 20060502 GOOD             NGS
 BK1654
 BK1654                          STATION DESCRIPTION
 BK1654
 BK1654'DESCRIBED BY LA TRANSP AND DEV 1968
 BK1654'6.25 MI SW FROM HOLMWOOD.
 BK1654'ABOUT 0.25 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BK1654'THE WEST ONE OF TWO RICE MILLS AT HOLMWOOD, THENCE 2.0 MILES SOUTH
 BK1654'ALONG STATE ROUTE 27, THENCE 4.0 MILES SOUTHWEST ALONG FRIESON ROAD IN
 BK1654'SECTION 19, T11S, R7W, 25 FEET EAST OF THE CENTERLINE OF WARD LINE
 BK1654'ROAD, 98 FEET SOUTHEAST OF THE CENTERLINE OF THE INTERSECTION OF
 BK1654'FRIESON ROAD AND WARD LINE ROAD, 116 FEET SOUTH OF POWER POLE NUMBER
 BK1654'5, 1 FOOT WEST OF A 4 STRAND BARBED WIRE FENCE, 2 FEET EAST OF A STEEL
 BK1654'WITNESS POST, ABOUT 1 FOOT ABOVE ROADWAY LEVEL, A C AND GS BM DISK IN
 BK1654'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1654
 BK1654                          STATION RECOVERY (1982)
 BK1654
 BK1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK1654'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION AS FOLLOWS, 3.2
 BK1654'KILOMETERS (2.0 MILES) SOUTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION
 BK1654'OF STATE HIGHWAYS 14 AND 27 IN HOLMWOOD, THENCE 2.4 KILOMETERS (1.5
 BK1654'MILES) WEST ALONG NATALIE ROAD, THENCE 1.6 KILOMETERS (1.0 MILE) SOUTH
 BK1654'ALONG ROBINSON ROAD, THENCE 2.2 KILOMETERS (1.4 MILE) WEST ALONG
 BK1654'FRIESON ROAD TO THE JUNCTION OF WARD LINE ROAD TO THE MARK ON THE
 BK1654'LEFT, 29.87 METERS (98.0 FEET) SOUTH OF THE CENTER OF FRIESON ROAD,
 BK1654'7.62 METERS (25.0 FEET) EAST OF THE CENTER OF WARD LINE ROAD,
 BK1654'0.30 METERS (1.0 FEET) WEST OF A FENCE LINE.
 BK1654'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BK1654'THE MARK IS 0.30 M ABOVE ROAD.
 BK1654
 BK1654                          STATION RECOVERY (1991)
 BK1654
 BK1654'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK1654'SUPPLEMENTARY INFORMATION FOLLOWS TO REACH FROM THE JUNCTION OF STATE
 BK1654'HIGHWAYS 14 AND 27 AT HOLMWOOD, LA., GO SOUTH ON HIGHWAY 27 FOR 2.O
 BK1654'MILES TO ITS INTERSECTION WITH NATALI ROAD ON RIGHT. TURN RIGHT AND GO
 BK1654'3.O MILES TO A T INTERSECTION AT WARD LINE ROAD. TURN LEFT AND GO
 BK1654'SOUTH FOR 1.O MILES TO INTERSECTION WITH FRIESEN ROAD AND MARK IN
 BK1654'SOUTHEAST QUADRANT OF THE INTERSECTION. STATION MARK IS A BRASS SURVEY
 BK1654'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES
 BK1654'ABOVE GROUND. THE MARK IS 1 FT. WEST OF THE FENCE LINE, 72 FT. SOUTH
 BK1654'OF THE FENCE CORNER, 95 FT. SOUTH OF THE CENTERLINE OF FRIESEN ROAD,
 BK1654'26 FT. EAST OF THE CENTERLINE OF WARD LINE ROAD.
 BK1654
 BK1654                          STATION RECOVERY (1997)
 BK1654
 BK1654'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1654'RECOVERED IN GOOD CONDITION.
 BK1654
 BK1654                          STATION RECOVERY (2006)
 BK1654
 BK1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK1654'0.75 METERS SOUTH OF I BOLT.
 BK1654'0.2 METERS WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2493 ***********************************************************************
 BK2493  DESIGNATION -  10 V 130
 BK2493  PID         -  BK2493
 BK2493  STATE/COUNTY-  LA/CALCASIEU
 BK2493  USGS QUAD   -  SHOATS CREEK (1982)
 BK2493
 BK2493                         *CURRENT SURVEY CONTROL
 BK2493  ___________________________________________________________________
 BK2493* NAD 83(1986)-  30 22 55.     (N)    093 40 23.     (W)     SCALED    
 BK2493* NAVD 88     -         9.527  (meters)      31.26   (feet)  ADJUSTED  
 BK2493  ___________________________________________________________________
 BK2493  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2493  DYNAMIC HT  -           9.515 (meters)      31.22  (feet)  COMP
 BK2493  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BK2493
 BK2493  VERT ORDER  -  SECOND    CLASS I
 BK2493
 BK2493.The horizontal coordinates were scaled from a topographic map and have
 BK2493.an estimated accuracy of +/- 6 seconds.
 BK2493
 BK2493.The orthometric height was determined by differential leveling
 BK2493.and adjusted by the National Geodetic Survey in February 1994..
 BK2493
 BK2493.The geoid height was determined by GEOID03.
 BK2493
 BK2493.The dynamic height is computed by dividing the NAVD 88
 BK2493.geopotential number by the normal gravity value computed on the
 BK2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2493.degrees latitude (g = 980.6199 gals.).
 BK2493
 BK2493.The modeled gravity was interpolated from observed gravity values.
 BK2493
 BK2493;                    North         East    Units  Estimated Accuracy
 BK2493;SPC LA S     -   210,900.      775,150.      MT  (+/- 180 meters Scaled)
 BK2493
 BK2493                          SUPERSEDED SURVEY CONTROL
 BK2493
 BK2493.No superseded survey control is available for this station.
 BK2493
 BK2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP353613(NAD 83)
 BK2493_MARKER: DB = BENCH MARK DISK
 BK2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2493_SP_SET: CONCRETE POST
 BK2493_STAMPING: 10V130 1984
 BK2493_MARK LOGO: LADH  
 BK2493_PROJECTION: FLUSH
 BK2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2493+STABILITY: SURFACE MOTION
 BK2493
 BK2493  HISTORY     - Date     Condition        Report By
 BK2493  HISTORY     - 1984     MONUMENTED       LADTD
 BK2493  HISTORY     - 20050109 MARK NOT FOUND   USPSQD
 BK2493
 BK2493                          STATION DESCRIPTION
 BK2493
 BK2493'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2493'7.08 KM (4.40 MI) NORTH FROM STARKS.
 BK2493'7.08 KM (4.40 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2493'TO THE MARK ON THE RIGHT, 13.3 METERS (43.7 FEET) EAST OF THE
 BK2493'CENTERLINE OF LA.109, 0.88 METERS (2.9 FEET) EAST OF A 4 STRAND BARBED
 BK2493'WIRE,FENCE, 0.97 METERS (3.2 FEET) SOUTHEAST OF A GULF STATES UTILITY
 BK2493'POLE, 74.07 METERS (243.0 FEET) NORTH-NORTHEAST OF THE NORTHEAST
 BK2493'CORNER OF THE EAST WALK OF A CONCRETE BRIDGE NO. 1870204351, RAILROAD
 BK2493'SPIKE EMBEDDED IN THE CONCRETE.
 BK2493'THE MARK IS 1.40 METERS  NE FROM A WITNESS POST.
 BK2493'THE MARK IS 0.91 M BELOW THE HIGHWAY.
 BK2493
 BK2493                          STATION RECOVERY (2005)
 BK2493
 BK2493'RECOVERY NOTE BY US POWER SQUADRON 2005
 BK2493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2494 ***********************************************************************
 BK2494  DESIGNATION -  10 V 131
 BK2494  PID         -  BK2494
 BK2494  STATE/COUNTY-  LA/CALCASIEU
 BK2494  USGS QUAD   -  SHOATS CREEK (1982)
 BK2494
 BK2494                         *CURRENT SURVEY CONTROL
 BK2494  ___________________________________________________________________
 BK2494* NAD 83(1986)-  30 23 41.     (N)    093 40 23.     (W)     SCALED    
 BK2494* NAVD 88     -        14.588  (meters)      47.86   (feet)  ADJUSTED  
 BK2494  ___________________________________________________________________
 BK2494  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2494  DYNAMIC HT  -          14.569 (meters)      47.80  (feet)  COMP
 BK2494  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 BK2494
 BK2494  VERT ORDER  -  SECOND    CLASS I
 BK2494
 BK2494.The horizontal coordinates were scaled from a topographic map and have
 BK2494.an estimated accuracy of +/- 6 seconds.
 BK2494
 BK2494.The orthometric height was determined by differential leveling
 BK2494.and adjusted by the National Geodetic Survey in February 1994..
 BK2494
 BK2494.The geoid height was determined by GEOID03.
 BK2494
 BK2494.The dynamic height is computed by dividing the NAVD 88
 BK2494.geopotential number by the normal gravity value computed on the
 BK2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2494.degrees latitude (g = 980.6199 gals.).
 BK2494
 BK2494.The modeled gravity was interpolated from observed gravity values.
 BK2494
 BK2494;                    North         East    Units  Estimated Accuracy
 BK2494;SPC LA S     -   212,320.      775,180.      MT  (+/- 180 meters Scaled)
 BK2494
 BK2494                          SUPERSEDED SURVEY CONTROL
 BK2494
 BK2494.No superseded survey control is available for this station.
 BK2494
 BK2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP353627(NAD 83)
 BK2494_MARKER: DB = BENCH MARK DISK
 BK2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2494_SP_SET: CONCRETE POST
 BK2494_STAMPING: 10V131 1984
 BK2494_MARK LOGO: LADH  
 BK2494_PROJECTION: FLUSH
 BK2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2494+STABILITY: SURFACE MOTION
 BK2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2494+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 BK2494
 BK2494  HISTORY     - Date     Condition        Report By
 BK2494  HISTORY     - 1984     MONUMENTED       LADTD
 BK2494  HISTORY     - 20050109 GOOD             USPSQD
 BK2494
 BK2494                          STATION DESCRIPTION
 BK2494
 BK2494'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2494'8.58 KM (5.33 MI) NORTH FROM STARKS.
 BK2494'8.58 KM. (5.33 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2494'TO THE MARK ON THE LEFT, 18.6 METERS (61.0 FEET) WEST OF THE CENTER
 BK2494'LINE OF LA.109, 12.43 METERS (40.8 FEET) SOUTH OF THE CENTERLINE OF
 BK2494'SMITH CUT OFF ROAD, 0.55 METERS (1.8 FEET) NORTHEAST OF A 4 STRAND
 BK2494'BARBED WIRE FENCE, 17.4 METERS (57.1 FEET) SOUTH-SOUTHEAST OF THE
 BK2494'SOUTH-SOUTHEAST CORNER OF THE SOUTH END OF A CATTLE GUARD ON THE SMITH
 BK2494'CUT OFF ROAD, RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2494'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 BK2494'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
 BK2494
 BK2494                          STATION RECOVERY (2005)
 BK2494
 BK2494'RECOVERY NOTE BY US POWER SQUADRON 2005
 BK2494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1607 ***********************************************************************
 BK1607  DESIGNATION -  10 V 23
 BK1607  PID         -  BK1607
 BK1607  STATE/COUNTY-  LA/CALCASIEU
 BK1607  USGS QUAD   -  LAKE CHARLES (1994)
 BK1607
 BK1607                         *CURRENT SURVEY CONTROL
 BK1607  ___________________________________________________________________
 BK1607* NAD 83(1992)-  30 07 32.23643(N)    093 08 46.25789(W)     ADJUSTED  
 BK1607* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BK1607  **This station is located in a subsidence area (see below).
 BK1607  ___________________________________________________________________
 BK1607  X           -    -303,026.903 (meters)                     COMP
 BK1607  Y           -  -5,512,937.461 (meters)                     COMP
 BK1607  Z           -   3,182,413.614 (meters)                     COMP
 BK1607  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK1607  ELLIP HEIGHT-         -24.63  (meters)          (06/26/02) GPS OBS
 BK1607  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1607  DYNAMIC HT  -           2.8   (meters)       9.    (feet)  COMP
 BK1607  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 BK1607
 BK1607  HORZ ORDER  -  FIRST
 BK1607  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1607  ELLP ORDER  -  FOURTH    CLASS II
 BK1607
 BK1607.The horizontal coordinates were established by GPS observations
 BK1607.and adjusted by the National Geodetic Survey in January 1993..
 BK1607
 BK1607 ** The orthometric height has not been validated since last determined
 BK1607 ** by differential leveling and should not be used for control purposes.
 BK1607 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1607 ** area with valid NAVD 88 orthometric heights.
 BK1607 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1607 ** epoch indicated which incorporates improved geoid heights for the
 BK1607 ** Southern Louisiana Subsidence area.
 BK1607 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1607.The orthometric height was scaled from a topographic map.
 BK1607.The vertical order pertains to the NGVD 29 superseded value.
 BK1607
 BK1607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1607
 BK1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1607
 BK1607.The ellipsoidal height was determined by GPS observations
 BK1607.and is referenced to NAD 83.
 BK1607
 BK1607.The geoid height was determined by GEOID03.
 BK1607
 BK1607.The dynamic height is computed by dividing the NAVD 88
 BK1607.geopotential number by the normal gravity value computed on the
 BK1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1607.degrees latitude (g = 980.6199 gals.).
 BK1607
 BK1607.The modeled gravity was interpolated from observed gravity values.
 BK1607
 BK1607;                    North         East     Units Scale Factor Converg.
 BK1607;SPC LA S     -   181,572.691   825,325.471   MT  0.99992810   -0 54 23.2
 BK1607;SPC LA S     -   595,709.74  2,707,755.32   sFT  0.99992810   -0 54 23.2
 BK1607;UTM  15      - 3,332,714.351   485,918.796   MT  0.99960245   -0 04 24.1
 BK1607
 BK1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1607!SPC LA S     -   1.00000387  x   0.99992810  =   0.99993197
 BK1607!UTM  15      -   1.00000387  x   0.99960245  =   0.99960632
 BK1607
 BK1607                          SUPERSEDED SURVEY CONTROL
 BK1607
 BK1607  ELLIP H (01/21/93)  -24.56   (m)                       GP(       ) 4 2
 BK1607  NAD 83(1986)-  30 07 32.25853(N)    093 08 46.24976(W) AD(       ) 1
 BK1607  NGVD 29 (??/??/??)    2.763  (m)            9.06   (f) ADJUSTED    1 2
 BK1607
 BK1607.Superseded values are not recommended for survey control.
 BK1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1607.See file dsdata.txt to determine how the superseded data were derived.
 BK1607
 BK1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8591932714(NAD 83)
 BK1607_MARKER: DD = SURVEY DISK
 BK1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1607_SP_SET: CONCRETE POST
 BK1607_STAMPING: 10 V 23 1968
 BK1607_MARK LOGO: LADH  
 BK1607_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1607+STABILITY: SURFACE MOTION
 BK1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1607+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK1607
 BK1607  HISTORY     - Date     Condition        Report By
 BK1607  HISTORY     - UNK      MONUMENTED       LADTD
 BK1607  HISTORY     - 1968     GOOD             LADTD
 BK1607  HISTORY     - 1986     GOOD             NGS
 BK1607  HISTORY     - 1987     GOOD             NGS
 BK1607
 BK1607                          STATION DESCRIPTION
 BK1607
 BK1607'DESCRIBED BY LA TRANSP AND DEV 1968
 BK1607'12.2 MI SE FROM LAKE CHARLES.
 BK1607'ABOUT 0.7 MILES SOUTH ALONG BILBO STREET FROM THE SOUTHERN PACIFIC
 BK1607'RAILROAD STATION AT LAKE CHARLES, THENCE 2.2 MILES EAST ALONG US
 BK1607'HIGHWAY 90 BUSINESS ROUTE, THENCE 7.0 MILES SOUTHEAST ALONG STATE
 BK1607'HIGHWAY 14, THENCE 2.3 MILES SOUTH ALONG HIGHWAY 397, IN SECTION 11,
 BK1607'T11S, R7W, 142 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 397 AND
 BK1607'TANK FARM ROAD, 27 FEET SOUTH OF TANK FARM ROAD, 1/2 FOOT NORTH OF A
 BK1607'COMBINATION MESH AND BARBED WIRE FENCE, 256 FEET NORTH OF THE
 BK1607'NORTHEAST CORNER OF A CORRUGATED METAL BARN, 1.7 FEET SOUTH OF A STEEL
 BK1607'WITNESS POST, ABOUT 4 INCHES ABOVE THE GROUND A BM DISK SET IN THE TOP
 BK1607'OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1607
 BK1607                          STATION RECOVERY (1986)
 BK1607
 BK1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1607'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BK1607'FENCE MENTIONED THEREIN NO LONGER EXISTS, AND 1968 IS IN THE STAMPING.
 BK1607'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 BK1607
 BK1607                          STATION RECOVERY (1987)
 BK1607
 BK1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 BK1607'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK1607'THE STATION WAS POSITIONED IN THE GPS SURVEY FOR THIS AREA.
 BK1607'
 BK1607'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) SOUTHEAST OF LAKE
 BK1607'CHARLES,
 BK1607'13 KM (8.1 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK1607'STATE HIGHWAY 397 (EXIT 36), ON PARISH RIGHT-OF-WAY, ON THE NORTH
 BK1607'EDGE OF A HAYFIELD, IN THE NORTHEAST CORNER OF SECTION 11, T 11 S,
 BK1607'R 8 W.
 BK1607'OWNERSHIP--CALCASIEU PARISH OFFICE OF PLANNING AND DEVELOPMENT.
 BK1607'
 BK1607'TO REACH THE STATION FROM EXIT 36 OF INTERSTATE HIGHWAY 10, GO
 BK1607'SOUTH FOR 9.61 KM (6 MI) ON STATE HIGHWAY 397 TO A CROSSROAD AND
 BK1607'JUNCTION WITH STATE HIGHWAY 14.
 BK1607'TURN RIGHT AND GO WEST FOR 1.6 KM (1 MI) ON HIGHWAY 14 TO A GRAVEL
 BK1607'ROAD LEFT.
 BK1607'TURN LEFT AND GO SOUTH FOR 2 KM (1.25 MI) ON THE GRAVEL ROAD TO A
 BK1607'CROSSROAD.
 BK1607'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.22 KM (0.8 MI) ON THE
 BK1607'GRAVEL ROAD TO THE AZIMUTH MARK ON THE LEFT.
 BK1607'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.39 KM (0.25 MI) ON THE
 BK1607'GRAVEL ROAD TO A CROSSROAD AND THE STATION ON THE RIGHT, SOUTH OF
 BK1607'THE ROAD.
 BK1607'
 BK1607'THE STATION IS A STANDARD LADH DISK
 BK1607'STAMPED---10 V 23 1968---,
 BK1607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1607'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 BK1607'7.8 METERS (25.5 FT) SOUTH FROM THE ROAD CENTER,
 BK1607'43.5 METERS (142.5 FT) WEST FROM A ROAD CENTER,
 BK1607'0.4 METERS (1.5 FT) EAST FROM A FIBERGLASS WITNESS POST,
 BK1607'22.8 METERS (75 FT) EAST FROM A UTILITY POLE,
 BK1607'33.9 METERS (111 FT) WEST FROM A 4-METER HIGH POST AT A TELEPHONE
 BK1607'PEDESTAL AND
 BK1607'0.7 METERS (2.5 FT) EAST FROM THE EXTENDED EAST WALL OF A METAL
 BK1607'BUILDING IN THE FIELD.
 BK1607'
 BK1607'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK1607'STAMPED---10 V 23 AZ MK 1987---,
 BK1607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1607'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK1607'19.5 METERS (64 FT) SOUTHEAST FROM A TELEPHONE PEDESTAN,
 BK1607'8.1 METERS (26.6 FT) EAST FROM THE ROAD CENTER,
 BK1607'6.8 METERS (22.3 FT) NORTH FROM A UTILITY POLE,
 BK1607'0.8 METERS (2.6 FT) WEST FROM A WIRE FENCE AND
 BK1607'0.5 METERS (1.6 FT) EAST FROM A FIBERGLASS WITNESS POST.
 BK1607'TO REACH THE AZIMUTH FROM THE STATION,
 BK1607'GO NORTH FOR 0.39 KM (0.25 MI) ON THE GRAVEL ROAD TO THE AZIMUTH
 BK1607'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3274 ***********************************************************************
 BK3274  DESIGNATION -  10 V 23 AZ MK
 BK3274  PID         -  BK3274
 BK3274  STATE/COUNTY-  LA/CALCASIEU
 BK3274  USGS QUAD   -  LAKE CHARLES (1994)
 BK3274
 BK3274                         *CURRENT SURVEY CONTROL
 BK3274  ___________________________________________________________________
 BK3274* NAD 83(1992)-  30 07 45.44446(N)    093 08 44.42237(W)     ADJUSTED  
 BK3274* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 BK3274  **This station is located in a subsidence area (see below).
 BK3274  ___________________________________________________________________
 BK3274  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK3274  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK3274
 BK3274  HORZ ORDER  -  SECOND
 BK3274
 BK3274.The horizontal coordinates were established by classical geodetic methods
 BK3274.and adjusted by the National Geodetic Survey in January 1993..
 BK3274.No horizontal observational check was made to the station.
 BK3274
 BK3274 ** The orthometric height has not been validated since last determined
 BK3274 ** by differential leveling and should not be used for control purposes.
 BK3274 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3274 ** area with valid NAVD 88 orthometric heights.
 BK3274 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3274 ** epoch indicated which incorporates improved geoid heights for the
 BK3274 ** Southern Louisiana Subsidence area.
 BK3274 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3274.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3274
 BK3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3274
 BK3274.The geoid height was determined by GEOID03.
 BK3274
 BK3274;                    North         East     Units Scale Factor Converg.
 BK3274;SPC LA S     -   181,978.547   825,381.027   MT  0.99992825   -0 54 22.3
 BK3274;SPC LA S     -   597,041.28  2,707,937.59   sFT  0.99992825   -0 54 22.3
 BK3274;UTM  15      - 3,333,120.841   485,968.428   MT  0.99960243   -0 04 23.2
 BK3274
 BK3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3274!SPC LA S     -   1.00000375  x   0.99992825  =   0.99993200
 BK3274!UTM  15      -   1.00000375  x   0.99960243  =   0.99960618
 BK3274
 BK3274                          SUPERSEDED SURVEY CONTROL
 BK3274
 BK3274  NAD 83(1986)-  30 07 45.46655(N)    093 08 44.41427(W) AD(       ) 2
 BK3274  NGVD 29 (05/20/88)    3.     (m)           10.     (f) VERT ANG       
 BK3274
 BK3274.Superseded values are not recommended for survey control.
 BK3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3274.See file dsdata.txt to determine how the superseded data were derived.
 BK3274
 BK3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8596833121(NAD 83)
 BK3274_MARKER: DZ = AZIMUTH MARK DISK
 BK3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3274_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3274+STABILITY: SURFACE MOTION
 BK3274
 BK3274  HISTORY     - Date     Condition        Report By
 BK3274  HISTORY     - 1987     MONUMENTED       LADTD
 BK3274  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3274
 BK3274                          STATION DESCRIPTION
 BK3274
 BK3274'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3274'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) SOUTHEAST OF LAKE
 BK3274'CHARLES,
 BK3274'13 KM (8.1 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3274'STATE HIGHWAY 397, IN THE NORTHEAST CORNER OF SECTION 11, T 11 S,
 BK3274'R 8 W.
 BK3274'OWNERSHIP--PARISH OF CALCASIEU OFFICE OF PLANNING AND DEVELOPMENT.
 BK3274'
 BK3274'TO REACH THE STATION FROM EXIT 36 OF INTERSTATE HIGHWAY 10, GO
 BK3274'SOUTH FOR 9.6 KM (6 MI) ON STATE HIGHWAY 397 TO A CROSSROAD AND
 BK3274'JUNCTION WITH STATE HIGHWAY 14.
 BK3274'TURN RIGHT AND GO WEST FOR 1.6 KM (1 MI) ON HIGHWAY 14 TO A GRAVEL
 BK3274'ROAD LEFT.
 BK3274'TURN LEFT AND GO SOUTH FOR 2 KM (1.3 MI) ON THE GRAVEL ROAD TO A
 BK3274'CROSSROAD.
 BK3274'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.2 KM (0.8 MI) ON THE
 BK3274'GRAVEL ROAD TO THE MARK ON THE LEFT.
 BK3274'
 BK3274'THE STATION IS A STANDARD NGS DISK
 BK3274'STAMPED---10 V 23 AZ MK 1987---,
 BK3274'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3274'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3274'19.5 METERS (64 FT) SOUTHEAST FROM A TELEPHONE PEDESTAL,
 BK3274'8.1 METERS (26.6 FT) EAST FROM THE ROAD CENTER,
 BK3274'6.8 METERS (22.3 FT) NORTH FROM A UTILITY POLE,
 BK3274'0.8 METERS (2.6 FT) WEST FROM A WIRE FENCE AND
 BK3274'0.5 METERS (1.6 FT) EAST FROM A FIBERGLASS WITNESS POST.
 BK3274
 BK3274                          STATION RECOVERY (1997)
 BK3274
 BK3274'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1609 ***********************************************************************
 BK1609  DESIGNATION -  10 V 25
 BK1609  PID         -  BK1609
 BK1609  STATE/COUNTY-  LA/CALCASIEU
 BK1609  USGS QUAD   -  LAKE CHARLES (1994)
 BK1609
 BK1609                         *CURRENT SURVEY CONTROL
 BK1609  ___________________________________________________________________
 BK1609* NAD 83(1992)-  30 09 29.86390(N)    093 08 44.32570(W)     ADJUSTED  
 BK1609* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK1609  **This station is located in a subsidence area (see below).
 BK1609  ___________________________________________________________________
 BK1609  X           -    -302,875.592 (meters)                     COMP
 BK1609  Y           -  -5,511,126.723 (meters)                     COMP
 BK1609  Z           -   3,185,547.391 (meters)                     COMP
 BK1609  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BK1609  ELLIP HEIGHT-         -21.74  (meters)          (06/26/02) GPS OBS
 BK1609  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1609  DYNAMIC HT  -           5.7   (meters)      19.    (feet)  COMP
 BK1609  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 BK1609
 BK1609  HORZ ORDER  -  FIRST
 BK1609  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1609  ELLP ORDER  -  FOURTH    CLASS II
 BK1609
 BK1609.The horizontal coordinates were established by GPS observations
 BK1609.and adjusted by the National Geodetic Survey in January 1993..
 BK1609
 BK1609 ** The orthometric height has not been validated since last determined
 BK1609 ** by differential leveling and should not be used for control purposes.
 BK1609 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1609 ** area with valid NAVD 88 orthometric heights.
 BK1609 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1609 ** epoch indicated which incorporates improved geoid heights for the
 BK1609 ** Southern Louisiana Subsidence area.
 BK1609 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1609.The orthometric height was scaled from a topographic map.
 BK1609.The vertical order pertains to the NGVD 29 superseded value.
 BK1609
 BK1609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1609
 BK1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1609
 BK1609.The ellipsoidal height was determined by GPS observations
 BK1609.and is referenced to NAD 83.
 BK1609
 BK1609.The geoid height was determined by GEOID03.
 BK1609
 BK1609.The dynamic height is computed by dividing the NAVD 88
 BK1609.geopotential number by the normal gravity value computed on the
 BK1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1609.degrees latitude (g = 980.6199 gals.).
 BK1609
 BK1609.The modeled gravity was interpolated from observed gravity values.
 BK1609
 BK1609;                    North         East     Units Scale Factor Converg.
 BK1609;SPC LA S     -   185,193.266   825,434.462   MT  0.99992950   -0 54 22.2
 BK1609;SPC LA S     -   607,588.24  2,708,112.90   sFT  0.99992950   -0 54 22.2
 BK1609;UTM  15      - 3,336,334.946   485,975.118   MT  0.99960243   -0 04 23.4
 BK1609
 BK1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1609!SPC LA S     -   1.00000341  x   0.99992950  =   0.99993291
 BK1609!UTM  15      -   1.00000341  x   0.99960243  =   0.99960584
 BK1609
 BK1609                          SUPERSEDED SURVEY CONTROL
 BK1609
 BK1609  ELLIP H (01/21/93)  -21.68   (m)                       GP(       ) 4 2
 BK1609  NAD 83(1986)-  30 09 29.88597(N)    093 08 44.31778(W) AD(       ) 1
 BK1609  NGVD 29 (??/??/??)    5.763  (m)           18.91   (f) ADJUSTED    1 2
 BK1609
 BK1609.Superseded values are not recommended for survey control.
 BK1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1609.See file dsdata.txt to determine how the superseded data were derived.
 BK1609
 BK1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8597536335(NAD 83)
 BK1609_MARKER: DD = SURVEY DISK
 BK1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1609_SP_SET: CONCRETE POST
 BK1609_STAMPING: 10 V 25 1968
 BK1609_MARK LOGO: LADH  
 BK1609_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1609+STABILITY: SURFACE MOTION
 BK1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1609+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK1609
 BK1609  HISTORY     - Date     Condition        Report By
 BK1609  HISTORY     - UNK      MONUMENTED       LADTD
 BK1609  HISTORY     - 1968     GOOD             LADTD
 BK1609  HISTORY     - 1986     GOOD             NGS
 BK1609  HISTORY     - 1987     GOOD             NGS
 BK1609  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK1609  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 BK1609
 BK1609                          STATION DESCRIPTION
 BK1609
 BK1609'DESCRIBED BY LA TRANSP AND DEV 1968
 BK1609'9.9 MI SE FROM LAKE CHARLES.
 BK1609'ABOUT 0.7 MILES SOUTH ALONG BILBO STREET FROM THE SOUTHERN PACIFIC
 BK1609'RAILROAD STATION AT LAKE CHARLES, THENCE 2.2 MILES EAST ALONG US
 BK1609'HIGHWAY 90 BUSINESS ROUTE, THENCE 7.0 MILES SOUTHEAST ALONG STATE
 BK1609'HIGHWAY 14 IN SECTION 25, T10S, R7W, 152 FEET SOUTHEAST OF THE
 BK1609'INTERSECTION OF STATE ROUTE 14 AND STATE ROUTE 397, 36 FEET SOUTH OF
 BK1609'CENTERLINE OF STATE ROUTE 14, 123 FEET EAST OF POWER POLE NO. 2716, 1
 BK1609'FOOT NORTH OF A 4 STRAND BARBED WIRE FENCE, 151 FEET SOUTHEAST OF THE
 BK1609'EAST END OF A 18 INCH CONCRETE SIDE DRAIN, 1 FOOT SOUTH OF A STEEL
 BK1609'WITNESS POST ABOUT LEVEL WITH THE ROADWAY, A BM DISK IN THE TOP OF A
 BK1609'CONCRETE POST PROJECTING 3 INCHES.
 BK1609
 BK1609                          STATION RECOVERY (1986)
 BK1609
 BK1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1609'RECOVERED IN GOOD CONDITION.
 BK1609
 BK1609                          STATION RECOVERY (1987)
 BK1609
 BK1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 BK1609'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK1609'
 BK1609'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 BK1609'SOUTHEAST OF DOWNTOWN LAKE CHARLES,
 BK1609'9.5 KM (5.9 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK1609'STATE HIGHWAY 397 (EXIT 36), ALONG A FIELD EDGE.
 BK1609'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK1609'
 BK1609'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK1609'STATE HIGHWAY 397, GO SOUTH FOR 1.4 KM (0.85 MI) ON HIGHWAY 397 TO
 BK1609'ITS JUNCTION WITH U.S. HIGHWAY 90.
 BK1609'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 8.27 KM (5.15 MI) ON
 BK1609'HIGHWAY 397 TO ITS JUNCTION WITH STATE HIGHWAY 14.
 BK1609'TURN RIGHT AND GO WEST FOR 0.7 KM (0.45 MI) ON HIGHWAY 14 TO THE
 BK1609'AZIMUTH MARK ON THE RIGHT.
 BK1609'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.9 KM (0.55 MI) ON HIGHWAY
 BK1609'14 TO THE STATION ON THE LEFT, JUST BEFORE REACHING A GRAVEL ROAD
 BK1609'SOUTH.
 BK1609'
 BK1609'THE STATION IS A STANDARD LADH DISK
 BK1609'STAMPED---10 V 25 1968---,
 BK1609'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1609'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK1609'11.1 METERS (36.5 FT) SOUTH FROM THE HIGHWAY CENTER,
 BK1609'44.6 METERS (146.5 FT) EAST FROM THE GRAVEL ROAD CENTER,
 BK1609'37.7 METERS (123.5 FT) EAST FROM A UTILITY POLE NO. 30-2716 AND
 BK1609'0.4 METERS (1.5 FT) SOUTH FROM A METAL WITNESS POST.
 BK1609'
 BK1609'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK1609'STAMPED---10 V 25 1987---,
 BK1609'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1609'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK1609'12.2 METERS (40 FT) EAST FROM A 36-INCH OAK TREE,
 BK1609'5.5 METERS (18 FT) NORTH FROM THE CENTER OF THE HIGHWAY AND
 BK1609'4.6 METERS (15 FT) EAST FROM THE CENTER OF A GRAVEL ROAD.
 BK1609'TO REACH THE AZIMUTH FROM THE STATION,
 BK1609'GO WEST FOR 1.1 KM (0.7 MI) ON HIGHWAY 14 TO THE AZIMUTH MARK ON
 BK1609'THE RIGHT.
 BK1609
 BK1609                          STATION RECOVERY (1997)
 BK1609
 BK1609'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1609'MARK NOT FOUND.
 BK1609
 BK1609                          STATION RECOVERY (2005)
 BK1609
 BK1609'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK1609'THE WITNESS SIGN IS STILL INTACT BUT THE CONCRETE MONUMENT IS UPROOTED
 BK1609'AND LAYING ON ITS SIDE IN THE DITCH ABOUT 10 FEED AWAY. THE
 BK1609'MEDALLION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3275 ***********************************************************************
 BK3275  DESIGNATION -  10 V 25 AZ MK
 BK3275  PID         -  BK3275
 BK3275  STATE/COUNTY-  LA/CALCASIEU
 BK3275  USGS QUAD   -  LAKE CHARLES (1994)
 BK3275
 BK3275                         *CURRENT SURVEY CONTROL
 BK3275  ___________________________________________________________________
 BK3275* NAD 83(1992)-  30 09 29.96457(N)    093 09 15.95826(W)     ADJUSTED  
 BK3275* NAVD 88     -         7.   **(meters)      23.   **(feet)  VERTCON   
 BK3275  **This station is located in a subsidence area (see below).
 BK3275  ___________________________________________________________________
 BK3275  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BK3275  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK3275
 BK3275  HORZ ORDER  -  SECOND
 BK3275
 BK3275.The horizontal coordinates were established by classical geodetic methods
 BK3275.and adjusted by the National Geodetic Survey in January 1993..
 BK3275.No horizontal observational check was made to the station.
 BK3275
 BK3275 ** The orthometric height has not been validated since last determined
 BK3275 ** by differential leveling and should not be used for control purposes.
 BK3275 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3275 ** area with valid NAVD 88 orthometric heights.
 BK3275 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3275 ** epoch indicated which incorporates improved geoid heights for the
 BK3275 ** Southern Louisiana Subsidence area.
 BK3275 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3275
 BK3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3275
 BK3275.The geoid height was determined by GEOID03.
 BK3275
 BK3275;                    North         East     Units Scale Factor Converg.
 BK3275;SPC LA S     -   185,209.783   824,588.218   MT  0.99992950   -0 54 38.1
 BK3275;SPC LA S     -   607,642.43  2,705,336.51   sFT  0.99992950   -0 54 38.1
 BK3275;UTM  15      - 3,336,339.158   485,129.000   MT  0.99960273   -0 04 39.3
 BK3275
 BK3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3275!SPC LA S     -   1.00000323  x   0.99992950  =   0.99993273
 BK3275!UTM  15      -   1.00000323  x   0.99960273  =   0.99960596
 BK3275
 BK3275                          SUPERSEDED SURVEY CONTROL
 BK3275
 BK3275  NAD 83(1986)-  30 09 29.98658(N)    093 09 15.95033(W) AD(       ) 2
 BK3275  NGVD 29 (05/20/88)    7.     (m)           23.     (f) VERT ANG       
 BK3275
 BK3275.Superseded values are not recommended for survey control.
 BK3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3275.See file dsdata.txt to determine how the superseded data were derived.
 BK3275
 BK3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8512936339(NAD 83)
 BK3275_MARKER: DZ = AZIMUTH MARK DISK
 BK3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3275_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3275+STABILITY: SURFACE MOTION
 BK3275
 BK3275  HISTORY     - Date     Condition        Report By
 BK3275  HISTORY     - 1987     MONUMENTED       LADTD
 BK3275  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 BK3275
 BK3275                          STATION DESCRIPTION
 BK3275
 BK3275'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3275'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 BK3275'SOUTHEAST OF DOWNTOWN LAKE CHARLES,
 BK3275'9.5 KM (5.9 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3275'STATE HIGHWAY 397 (EXIT 36), ALONG A FIELD EDGE.
 BK3275'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3275'
 BK3275'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3275'STATE HIGHWAY 397, GO SOUTH FOR 1.34 KM (0.85 MI) ON HIGHWAY 397 TO
 BK3275'ITS JUNCTION WITH U.S. HIGHWAY 90.
 BK3275'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 8.27 KM (5.15 MI) ON
 BK3275'HIGHWAY 397 TO ITS JUNCTION WITH STATE HIGHWAY 14.
 BK3275'TURN RIGHT AND GO WEST FOR 2.74 KM (1.7 MI) ON HIGHWAY 14 TO THE
 BK3275'MARK ON THE RIGHT.
 BK3275'
 BK3275'THE STATION IS A STANDARD NGS DISK
 BK3275'STAMPED---10 V 25 1987---,
 BK3275'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3275'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3275'12.2 METERS (40 FT) EAST FROM A 36-INCH OAK TREE,
 BK3275'5.5 METERS (18 FT) NORTH FROM THE CENTER OF HIGHWAY 14 AND
 BK3275'4.6 METERS (15 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD.
 BK3275
 BK3275                          STATION RECOVERY (2005)
 BK3275
 BK3275'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1612 ***********************************************************************
 BK1612  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK1612  DESIGNATION -  10 V 28
 BK1612  PID         -  BK1612
 BK1612  STATE/COUNTY-  LA/CALCASIEU
 BK1612  USGS QUAD   -  LAKE CHARLES (1994)
 BK1612
 BK1612                         *CURRENT SURVEY CONTROL
 BK1612  ___________________________________________________________________
 BK1612* NAD 83(1992)-  30 10 21.60647(N)    093 10 46.51129(W)     ADJUSTED  
 BK1612* NAVD 88     -         4.73 **(meters)      15.5  **(feet)  GPS OBS(2004.65)
 BK1612  **This station is located in a subsidence area (see below).
 BK1612  ___________________________________________________________________
 BK1612  EPOCH DATE  -        2004.65
 BK1612  X           -    -306,095.735 (meters)                     COMP
 BK1612  Y           -  -5,510,146.298 (meters)                     COMP
 BK1612  Z           -   3,186,924.559 (meters)                     COMP
 BK1612  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK1612  ELLIP HEIGHT-         -22.48  (meters)          (06/22/05) GPS OBS
 BK1612  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK1612  DYNAMIC HT  -           4.73  (meters)      15.5   (feet)  COMP
 BK1612  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 BK1612
 BK1612  HORZ ORDER  -  B
 BK1612  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1612  ELLP ORDER  -  FOURTH    CLASS I
 BK1612
 BK1612.The horizontal coordinates were established by GPS observations
 BK1612.and adjusted by the National Geodetic Survey in June 2005..
 BK1612.The horizontal coordinates are valid at the epoch date displayed above.
 BK1612.The epoch date for horizontal control is a decimal equivalence
 BK1612.of Year/Month/Day.
 BK1612
 BK1612 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1612 ** and geoid heights are valid at the date of observation. These heights
 BK1612 ** must always be validated when used as control.
 BK1612 ** The orthometric height was determined by GPS observations using
 BK1612 ** precise GPS observation and processing techniques and a new
 BK1612 ** realization of GEOID03. It supersedes the leveled height previously
 BK1612 ** determined for this station.
 BK1612 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1612 ** epoch indicated which incorporates improved geoid heights for the
 BK1612 ** Southern Louisiana Subsidence area.
 BK1612 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1612.The orthometric height was determined by GPS observations and a
 BK1612.high-resolution geoid model using precise GPS observation and
 BK1612.processing techniques. It supersedes the leveled height previously
 BK1612.determined for this station.
 BK1612.WARNING-GPS observations at this control monument resulted in a GPS
 BK1612.derived orthometric height which differed from the leveled height by
 BK1612.more than one decimeter (0.1 meter).
 BK1612.The vertical order pertains to the first NAVD 88 superseded value.
 BK1612
 BK1612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1612
 BK1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1612
 BK1612.The ellipsoidal height was determined by GPS observations
 BK1612.and is referenced to NAD 83.
 BK1612
 BK1612.The geoid height was determined by GEOID03.
 BK1612
 BK1612.The dynamic height is computed by dividing the NAVD 88
 BK1612.geopotential number by the normal gravity value computed on the
 BK1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1612.degrees latitude (g = 980.6199 gals.).
 BK1612
 BK1612.The modeled gravity was interpolated from observed gravity values.
 BK1612
 BK1612;                    North         East     Units Scale Factor Converg.
 BK1612;SPC LA S     -   186,838.452   822,191.201   MT  0.99993022   -0 55 23.3
 BK1612;SPC LA S     -   612,985.82  2,697,472.30   sFT  0.99993022   -0 55 23.3
 BK1612;UTM  15      - 3,337,932.288   482,709.350   MT  0.99960369   -0 05 24.9
 BK1612
 BK1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1612!SPC LA S     -   1.00000353  x   0.99993022  =   0.99993375
 BK1612!UTM  15      -   1.00000353  x   0.99960369  =   0.99960722
 BK1612
 BK1612                          SUPERSEDED SURVEY CONTROL
 BK1612
 BK1612  ELLIP H (06/26/02)  -22.40   (m)                       GP(       ) 4 2
 BK1612  NAD 83(1992)-  30 10 21.60636(N)    093 10 46.51517(W) AD(       ) 1
 BK1612  ELLIP H (01/21/93)  -22.38   (m)                       GP(       ) 4 2
 BK1612  NAD 83(1986)-  30 10 21.62825(N)    093 10 46.50705(W) AD(       ) 1
 BK1612  NAVD 88 (02/14/94)    5.039  (m)           16.53   (f) ADJUSTED    1 2
 BK1612  NGVD 29 (??/??/??)    5.079  (m)           16.66   (f) ADJUSTED    1 2
 BK1612
 BK1612.Superseded values are not recommended for survey control.
 BK1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1612.See file dsdata.txt to determine how the superseded data were derived.
 BK1612
 BK1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8270937932(NAD 83)
 BK1612_MARKER: DB = BENCH MARK DISK
 BK1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1612_SP_SET: CONCRETE POST
 BK1612_STAMPING: 10V28 1968
 BK1612_MARK LOGO: LADH  
 BK1612_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1612+STABILITY: SURFACE MOTION
 BK1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1612+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BK1612
 BK1612  HISTORY     - Date     Condition        Report By
 BK1612  HISTORY     - 1968     MONUMENTED       LADH
 BK1612  HISTORY     - 1982     GOOD             LADTD
 BK1612  HISTORY     - 1986     GOOD             NGS
 BK1612  HISTORY     - 1987     GOOD             NGS
 BK1612  HISTORY     - 19900710 GOOD             LADTD
 BK1612  HISTORY     - 19970208 GOOD             USPSQD
 BK1612  HISTORY     - 20040428 GOOD             NGS
 BK1612  HISTORY     - 20050629 GOOD             USPSQD
 BK1612
 BK1612                          STATION DESCRIPTION
 BK1612
 BK1612'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BK1612'6.8 MI SE FROM LAKE CHARLES.
 BK1612'ABOUT 0.7 MILES SOUTH ALONG BILBO STREET FROM THE SOUTHERN PACIFIC
 BK1612'RAILROAD STATION AT LAKE CHARLES, THENCE 2.2 MILES EAST ALONG US
 BK1612'HIGHWAY 90 BUSINESS ROUTE, THENCE 3.9 MILES SOUTH ALONG STATE HIGHWAY
 BK1612'14 IN SECTION 22, T10S, R7W, 83 FEET EAST OF THE CENTERLINE OF STATE
 BK1612'ROUTE 14, 35 FEET NORTH OF A SHELL ROAD LEADING EAST, 54 FEET
 BK1612'SOUTHEAST OF POWER POLE NUMBER 146, 1 FOOT SOUTH OF A 4 STRAND BARBED
 BK1612'WIRE FENCE, 64 FEET NORTHEAST OF THE NORTH END OF AN 18 INCH CONCRETE
 BK1612'CROSS DRAIN, 1 1/2 FEET NORTH OF A STEEL WITNESS POST, 1/2 FOOT BELOW
 BK1612'LEVEL OF ROADWAY, A BM DISK IN THE TOP OF A CONCRETE POST PROJECTING 3
 BK1612'INCHES.
 BK1612
 BK1612                          STATION RECOVERY (1982)
 BK1612
 BK1612'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1612'RECOVERED IN GOOD CONDITION.
 BK1612
 BK1612                          STATION RECOVERY (1986)
 BK1612
 BK1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1612'RECOVERED IN GOOD CONDITION.
 BK1612
 BK1612                          STATION RECOVERY (1987)
 BK1612
 BK1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 BK1612'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK1612'
 BK1612'THE STATION IS LOCATED ABOUT 7 KM (4.4 MI) SOUTHEAST OF DOWNTOWN
 BK1612'LAKE CHARLES,
 BK1612'2.7 KM (1.7 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 210 AND
 BK1612'STATE HIGHWAY 14 (EXIT 8) ON PARISH ROAD RIGHT-OF-WAY, NEAR A FIELD
 BK1612'CORNER.
 BK1612'OWNERSHIP--PARISH OF CALCASIEU OFFICE OF PLANNING AND DEVELOPMENT.
 BK1612'
 BK1612'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK1612'AND STATE HIGHWAY 14 GO SOUTH FOR 2.7 KM (1.7 MI) ON HIGHWAY 14 TO
 BK1612'A GRAVEL ROAD LEFT AND THE STATION ON THE LEFT ON THE NORTH SIDE OF
 BK1612'THE ROAD.  TO REACH THE AZIMUTH MARK FRON THE STATION, GO EAST FOR
 BK1612'0.5 KM (0.3 MI) ON THE GRAVEL ROAD TO THE MARK ON THE LEFT AT A
 BK1612'CURVED DRIVE ON THE LEFT.
 BK1612'
 BK1612'THE STATION IS A STANDARD LADH DISK
 BK1612'STAMPED---10 V 28 1968---,
 BK1612'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1612'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK1612'25.2 METERS (82.5 FT) EAST FROM THE HIGHWAY CENTER,
 BK1612'11 METERS (36 FT) NORTH FROM THE CENTER OF THE GRAVEL ROAD,
 BK1612'0.3 METERS (1 FT) NORTH FROM A METAL WITNESS POST,
 BK1612'0.2 METERS (0.7 FT) SOUTH FROM A BARBED WIRE FENCE,
 BK1612'1.3 METERS (4.5 FT) WEST FROM A TELEPHONE PEDESTAL AND
 BK1612'1 METERS (3.5 FT) EAST FROM A SAWED-OFF UTILITY POLE FENCE CORNER
 BK1612'POST.
 BK1612'
 BK1612'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK1612'STAMPED---10 V 28 AZ MK 1987---,
 BK1612'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1612'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK1612'20.8 METERS (68.2 FT) EAST-SOUTHEAST FROM A UTILITY POLE IN THE
 BK1612'YARD,
 BK1612'9.5 METERS (31.2 FT) NORTH FROM THE ROAD CENTER,
 BK1612'7.4 METERS (24.3 FT) WEST-SOUTHWEST FROM A UTILITY POLE GUIDE POLE,
 BK1612'7 METERS (23 FT) NORTHWEST FROM THE CENTER OF THE CURVED DRIVE AND
 BK1612'1.5 METERS (4.9 FT) WEST FROM A FIBERGLASS WITNESS POST AT THE GUY
 BK1612'WIRE.
 BK1612'TO REACH THE AZIMUTH FROM THE STATION,
 BK1612'GO EAST FOR 0.46 KM (0.3 MI) ON THE GRAVEL ROAD TO THE MARK ON THE
 BK1612'LEFT AT A CURVED DRIVE ON THE LEFT.
 BK1612
 BK1612                          STATION RECOVERY (1990)
 BK1612
 BK1612'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BK1612'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTHWEST OF HOLMWOOD AND
 BK1612'1.7 MI (2.7 KM) SOUTH OF LAKE CHARLES.  OWNERSHIP--CALCASIEU PARISH.
 BK1612'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210 AND
 BK1612'STATE HIGHWAY 14 IN LAKE CHARLES, GO SOUTH FOR 1.7 MI (2.7 KM) ON
 BK1612'HIGHWAY 14 TO THE MARK ON THE LEFT AT THE JUNCTION OF A SHELL ROAD
 BK1612'LEADING EAST,  82.7 FT (25.2 M) EAST FROM THE CENTER OF THE HIGHWAY,
 BK1612'35.5 FT (10.8 M) NORTH FROM THE CENTER OF THE SHELL ROAD, 21.5 FT (6.6
 BK1612'M) EAST-SOUTHEAST FROM A POWER POLE NUMBER 145, 4.0 FT (1.2 M) WEST
 BK1612'FROM A TELEPHONE JUNCTION BOX, 1.3 FT (0.4 M) EAST FROM A METAL
 BK1612'WITNESS POST WITH SIGN ATTACHED AND 1.2 FT (0.4 M) SOUTH FROM A
 BK1612'4-STRAND BARBED WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 BK1612'ABOUT LEVEL WITH THE HIGHWAY. THIS MARK HAS BEEN USED AS A GPS
 BK1612'STATION.
 BK1612
 BK1612                          STATION RECOVERY (1997)
 BK1612
 BK1612'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1612'RECOVERED IN GOOD CONDITION.
 BK1612
 BK1612                          STATION RECOVERY (2004)
 BK1612
 BK1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK1612'RECOVERED AS DESCRIBED. THE MAK IS IN THE NE SECTION OF THE
 BK1612'INTERSECTION OF LA 14 AND  SUGARLOAF DRIVE, 36 FEET NORTH OF THE
 BK1612'CENTERLINE OF SUGARLOAF DRIVE, 82 FEET E OF THE  CENTERLINE OF LA 14,
 BK1612'21.3 FEET EAST OF POWER POLE 278, 1.8 FEET E OF A METAL WITNESS POST,
 BK1612'AND, 4.6 FEET W OF A TELEPHONE OPTIC CABLE BOX N1.
 BK1612
 BK1612                          STATION RECOVERY (2005)
 BK1612
 BK1612'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3276 ***********************************************************************
 BK3276  DESIGNATION -  10 V 28 AZ MK
 BK3276  PID         -  BK3276
 BK3276  STATE/COUNTY-  LA/CALCASIEU
 BK3276  USGS QUAD   -  LAKE CHARLES (1994)
 BK3276
 BK3276                         *CURRENT SURVEY CONTROL
 BK3276  ___________________________________________________________________
 BK3276* NAD 83(1992)-  30 10 21.56459(N)    093 10 30.17410(W)     ADJUSTED  
 BK3276* NAVD 88     -         6.   **(meters)      20.   **(feet)  VERTCON   
 BK3276  **This station is located in a subsidence area (see below).
 BK3276  ___________________________________________________________________
 BK3276  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK3276  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK3276
 BK3276  HORZ ORDER  -  SECOND
 BK3276
 BK3276.The horizontal coordinates were established by classical geodetic methods
 BK3276.and adjusted by the National Geodetic Survey in January 1993..
 BK3276.No horizontal observational check was made to the station.
 BK3276
 BK3276 ** The orthometric height has not been validated since last determined
 BK3276 ** by differential leveling and should not be used for control purposes.
 BK3276 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3276 ** area with valid NAVD 88 orthometric heights.
 BK3276 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3276 ** epoch indicated which incorporates improved geoid heights for the
 BK3276 ** Southern Louisiana Subsidence area.
 BK3276 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3276
 BK3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3276
 BK3276.The geoid height was determined by GEOID03.
 BK3276
 BK3276;                    North         East     Units Scale Factor Converg.
 BK3276;SPC LA S     -   186,830.129   822,628.198   MT  0.99993022   -0 55 15.2
 BK3276;SPC LA S     -   612,958.51  2,698,906.01   sFT  0.99993022   -0 55 15.2
 BK3276;UTM  15      - 3,337,930.319   483,146.280   MT  0.99960350   -0 05 16.7
 BK3276
 BK3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3276!SPC LA S     -   1.00000329  x   0.99993022  =   0.99993351
 BK3276!UTM  15      -   1.00000329  x   0.99960350  =   0.99960679
 BK3276
 BK3276                          SUPERSEDED SURVEY CONTROL
 BK3276
 BK3276  NAD 83(1986)-  30 10 21.58652(N)    093 10 30.16597(W) AD(       ) 2
 BK3276  NGVD 29 (05/20/88)    6.     (m)           20.     (f) VERT ANG       
 BK3276
 BK3276.Superseded values are not recommended for survey control.
 BK3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3276.See file dsdata.txt to determine how the superseded data were derived.
 BK3276
 BK3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8314637930(NAD 83)
 BK3276_MARKER: DZ = AZIMUTH MARK DISK
 BK3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3276_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3276+STABILITY: SURFACE MOTION
 BK3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3276+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BK3276
 BK3276  HISTORY     - Date     Condition        Report By
 BK3276  HISTORY     - 1987     MONUMENTED       LADTD
 BK3276  HISTORY     - 19970208 GOOD             USPSQD
 BK3276  HISTORY     - 20050629 GOOD             USPSQD
 BK3276
 BK3276                          STATION DESCRIPTION
 BK3276
 BK3276'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3276'THE STATION IS LOCATED ABOUT 7 KM (4.4 MI) SOUTHEAST OF DOWNTOWN
 BK3276'LAKE CHARLES,
 BK3276'2.7 KM (1.7 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 210 AND
 BK3276'STATE HIGHWAY 14 (EXIT 8) ON PARISH ROAD RIGHT-OF-WAY.
 BK3276'OWNERSHIP--CALCASIEU PARISH OFFICE OF PLANNING AND DEVELOPMENT.
 BK3276'
 BK3276'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3276'AND STATE HIGHWAY 14, GO SOUTH FOR 2.72 KM (1.7 MI) ON HIGHWAY 14
 BK3276'TO A GRAVEL ROAD LEFT.
 BK3276'TURN LEFT AND GO EAST FOR 0.46 KM (0.3 MI) ON THE GRAVEL ROAD TO
 BK3276'THE MARK ON THE LEFT AT A CURVED DRIVE ON THE LEFT.
 BK3276'
 BK3276'THE STATION IS A STANDARD NGS DISK
 BK3276'STAMPED---10 V 28 AZ MK 1987---,
 BK3276'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3276'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3276'20.8 METERS (68.2 FT) EAST-SOUTHEAST FROM A UTILITY POLE IN THE
 BK3276'YARD,
 BK3276'9.5 METERS (31.2 FT) NORTH FROM THE ROAD CENTER,
 BK3276'7.4 METERS (24.3 FT) WEST-SOUTHWEST FROM A UTILITY POLE GUY POLE,
 BK3276'7 METERS (23 FT) NORTHWEST FROM THE CENTER OF THE CIRVED DRIVE AND
 BK3276'1.5 METERS (4.9 FT) WEST FROM A FIBERGLASS WITNESS POST.
 BK3276
 BK3276                          STATION RECOVERY (1997)
 BK3276
 BK3276'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3276'RECOVERED IN GOOD CONDITION.
 BK3276
 BK3276                          STATION RECOVERY (2005)
 BK3276
 BK3276'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0942 ***********************************************************************
 BK0942  DESIGNATION -  10 V 76
 BK0942  PID         -  BK0942
 BK0942  STATE/COUNTY-  LA/CALCASIEU
 BK0942  USGS QUAD   -  LACASSINE (1985)
 BK0942
 BK0942                         *CURRENT SURVEY CONTROL
 BK0942  ___________________________________________________________________
 BK0942* NAD 83(1992)-  30 08 29.46829(N)    092 54 57.85194(W)     ADJUSTED  
 BK0942* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 BK0942  **This station is located in a subsidence area (see below).
 BK0942  ___________________________________________________________________
 BK0942  X           -    -280,838.265 (meters)                     COMP
 BK0942  Y           -  -5,513,225.545 (meters)                     COMP
 BK0942  Z           -   3,183,937.258 (meters)                     COMP
 BK0942  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK0942  ELLIP HEIGHT-         -25.67  (meters)          (02/20/02) GPS OBS
 BK0942  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK0942
 BK0942  HORZ ORDER  -  FIRST
 BK0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0942  ELLP ORDER  -  FOURTH    CLASS I
 BK0942
 BK0942.The horizontal coordinates were established by GPS observations
 BK0942.and adjusted by the National Geodetic Survey in January 1995..
 BK0942
 BK0942 ** The orthometric height has not been validated since last determined
 BK0942 ** by differential leveling and should not be used for control purposes.
 BK0942 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0942 ** area with valid NAVD 88 orthometric heights.
 BK0942 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0942 ** epoch indicated which incorporates improved geoid heights for the
 BK0942 ** Southern Louisiana Subsidence area.
 BK0942 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0942.The orthometric height was determined by GPS observations and a
 BK0942.high-resolution geoid model.
 BK0942.The vertical order pertains to the NGVD 29 superseded value.
 BK0942
 BK0942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0942
 BK0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0942
 BK0942.The ellipsoidal height was determined by GPS observations
 BK0942.and is referenced to NAD 83.
 BK0942
 BK0942.The geoid height was determined by GEOID03.
 BK0942
 BK0942;                    North         East     Units Scale Factor Converg.
 BK0942;SPC LA S     -   183,006.221   847,520.487   MT  0.99992874   -0 47 29.0
 BK0942;SPC LA S     -   600,412.91  2,780,573.46   sFT  0.99992874   -0 47 29.0
 BK0942;UTM  15      - 3,334,469.943   508,083.347   MT  0.99960081   +0 02 31.7
 BK0942
 BK0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0942!SPC LA S     -   1.00000403  x   0.99992874  =   0.99993277
 BK0942!UTM  15      -   1.00000403  x   0.99960081  =   0.99960484
 BK0942
 BK0942                          SUPERSEDED SURVEY CONTROL
 BK0942
 BK0942  ELLIP H (01/13/95)  -25.57   (m)                       GP(       ) 3 2
 BK0942  NGVD 29 (??/??/??)    1.665  (m)            5.46   (f) ADJUSTED    2 0
 BK0942
 BK0942.Superseded values are not recommended for survey control.
 BK0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0942.See file dsdata.txt to determine how the superseded data were derived.
 BK0942
 BK0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0808334470(NAD 83)
 BK0942_MARKER: DV = VERTICAL CONTROL DISK
 BK0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0942_SP_SET: CONCRETE POST
 BK0942_STAMPING: 10V76 1970
 BK0942_MARK LOGO: LADHGS
 BK0942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0942+STABILITY: SURFACE MOTION
 BK0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0942+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1991
 BK0942
 BK0942  HISTORY     - Date     Condition        Report By
 BK0942  HISTORY     - 1970     MONUMENTED       LADTD
 BK0942  HISTORY     - 19910104 GOOD             VFM
 BK0942  HISTORY     - 20040109 GOOD             USPSQD
 BK0942
 BK0942                          STATION DESCRIPTION
 BK0942
 BK0942'DESCRIBED BY LA TRANSP AND DEV 1970
 BK0942'3.5 MI NE FROM HAYES.
 BK0942'ABOUT 0.7 MILE NORTHWEST ALONG STATE ROUTE 14 FROM THE US POST OFFICE
 BK0942'AT HAYES, THENCE 2.0 MILES NORTH ALONG STATE ROUTE 101, THENCE 0.8
 BK0942'MILE EAST ALONG A PARISH ROAD, 76 FEET NORTHEAST OF THE CENTERLINE OF
 BK0942'THE PARISH ROAD, 24 FEET EAST OF THE CENTERLINE OF A DRIVE LEADING
 BK0942'NORTH, 19 FEET NORTH OF A POWER POLE BEARING TWO GUY WIRES, 1 FOOT
 BK0942'WEST OF A 4 STRAND BARBED WIRE FENCE, 1 FOOT EAST OF A STEEL WITNESS
 BK0942'POST, 1 FOOT BELOW LEVEL OF ROADWAY, SET IN THE TOP OF A CONCRETE POST
 BK0942'PROJECTING 2 INCHES.  SECTION 30, T 10S, R 5W.
 BK0942
 BK0942                          STATION RECOVERY (1991)
 BK0942
 BK0942'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK0942'SUPPLEMENTARY INFORMATION FOLLOWS TO REACH FROM THE INTERSECTION OF
 BK0942'STATE ROUTE 14 AND HIGHWAY 101 JUST WEST OF HAYES, LA. GO NORTH ON
 BK0942'HIGHWAY 101 FOR 2.0 MILES (3.2 KM) TO LORRAINE ROAD ON RIGHT, TURN
 BK0942'RIGHT AND GO EAST 0.7 MILES (1.1 KM) TO MARK ON LEFT JUST EAST OF
 BK0942'GRAVEL DRIVE. STATION MARK IS A USCGS CAP SET IN TOP OF A 12 INCH
 BK0942'CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND. MARK IS
 BK0942'40.7 FT. FROM THE STOP SIGN AT THE END OF THE GRAVEL ROAD, 19 FT. FROM
 BK0942'A POWER POLE, 9.6 FT. FROM THE GUY WIRE ATTACHED TO THE POWER POLE,
 BK0942'23.8 FT. EAST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 1 FT. EAST OF
 BK0942'WITNESS SIGN.
 BK0942
 BK0942                          STATION RECOVERY (2004)
 BK0942
 BK0942'RECOVERY NOTE BY US POWER SQUADRON 2004
 BK0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1840 ***********************************************************************
 BK1840  DESIGNATION -  10 V 78 LADTD
 BK1840  PID         -  BK1840
 BK1840  STATE/COUNTY-  LA/CALCASIEU
 BK1840  USGS QUAD   -  VINTON (1994)
 BK1840
 BK1840                         *CURRENT SURVEY CONTROL
 BK1840  ___________________________________________________________________
 BK1840* NAD 83(1986)-  30 11 04.     (N)    093 34 04.     (W)     SCALED    
 BK1840* NAVD 88     -        11.869  (meters)      38.94   (feet)  ADJUSTED  
 BK1840  ___________________________________________________________________
 BK1840  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK1840  DYNAMIC HT  -          11.853 (meters)      38.89  (feet)  COMP
 BK1840  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 BK1840
 BK1840  VERT ORDER  -  FIRST     CLASS II
 BK1840
 BK1840.The horizontal coordinates were scaled from a topographic map and have
 BK1840.an estimated accuracy of +/- 6 seconds.
 BK1840
 BK1840.The orthometric height was determined by differential leveling
 BK1840.and adjusted by the National Geodetic Survey in February 1994..
 BK1840
 BK1840.The geoid height was determined by GEOID03.
 BK1840
 BK1840.The dynamic height is computed by dividing the NAVD 88
 BK1840.geopotential number by the normal gravity value computed on the
 BK1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1840.degrees latitude (g = 980.6199 gals.).
 BK1840
 BK1840.The modeled gravity was interpolated from observed gravity values.
 BK1840
 BK1840;                    North         East    Units  Estimated Accuracy
 BK1840;SPC LA S     -   188,810.      784,840.      MT  (+/- 180 meters Scaled)
 BK1840
 BK1840                          SUPERSEDED SURVEY CONTROL
 BK1840
 BK1840  NAVD 88 (06/15/91)   11.865  (m)           38.93   (f) UNKNOWN     1 2
 BK1840  NGVD 29 (??/??/??)   11.823  (m)           38.79   (f) ADJUSTED    1 2
 BK1840
 BK1840.Superseded values are not recommended for survey control.
 BK1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1840.See file dsdata.txt to determine how the superseded data were derived.
 BK1840
 BK1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP453393(NAD 83)
 BK1840_MARKER: DD = SURVEY DISK
 BK1840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1840_SP_SET: SIDEWALK
 BK1840_STAMPING: 10V78 1969
 BK1840_MARK LOGO: LADH  
 BK1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1840+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 BK1840
 BK1840  HISTORY     - Date     Condition        Report By
 BK1840  HISTORY     - 1969     MONUMENTED       LADTD
 BK1840  HISTORY     - 1970     GOOD             LADTD
 BK1840  HISTORY     - 1981     GOOD             NGS
 BK1840  HISTORY     - 19961019 GOOD             USPSQD
 BK1840  HISTORY     - 20021102 GOOD             USPSQD
 BK1840  HISTORY     - 20041025 GOOD             LSRC
 BK1840
 BK1840                          STATION DESCRIPTION
 BK1840
 BK1840'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1840'1.3 MI SE FROM VINTON.
 BK1840'ABOUT 0.1 MILE NORTH ALONG HORRIDAGE STREET FROM THE US POST OFFICE AT
 BK1840'VINTON, THENCE 1.2 MILE SOUTHEAST ALONG STATE ROUTE 108, LOCATED IN
 BK1840'THE SOUTHEAST END OF THE SIDEWALK OF AN OVERPASS CROSSING I-10, 14 1/2
 BK1840'FEET SOUTHWEST OF THE CENTERLINE OF LA. 108, 1/2 FOOT SOUTHWEST OF A
 BK1840'GUARDRAIL, 1/2 FOOT NORTHEAST OF THE HANDRAIL, 6 1/2 FEET NORTHWEST OF
 BK1840'A STEEL WITNESS POST, 1 FOOT ABOVE ROADWAY, DRILLED IN SIDEWALK.
 BK1840'SECTION 14, T10S, R12W.
 BK1840
 BK1840                          STATION RECOVERY (1981)
 BK1840
 BK1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1840'1.9 KILOMETERS (1.2 MILES) EAST-SOUTHEAST ALONG STATE HIGHWAY 108
 BK1840'(CENTER STREET) FROM THE JUNCTION OF HORRIDAGE STREET IN VINTON TO THE
 BK1840'MARK ON THE RIGHT, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 BK1840'CONCRETE WALKWAY OF THE HIGHWAY 108 BRIDGE OVER INTERSTATE 10,
 BK1840'4.41 METERS (14.5 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BK1840'THE MARK IS 0.18 M ABOVE HIGHWAY.
 BK1840
 BK1840                          STATION RECOVERY (1996)
 BK1840
 BK1840'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1840'RECOVERED IN GOOD CONDITION.
 BK1840
 BK1840                          STATION RECOVERY (2002)
 BK1840
 BK1840'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK1840'RECOVERED IN GOOD CONDITION.
 BK1840
 BK1840                          STATION RECOVERY (2004)
 BK1840
 BK1840'RECOVERY NOTE BY CENTER FOR GEOINFORMATICS LSU 2004 (JOH)
 BK1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3277 ***********************************************************************
 BK3277  DESIGNATION -  10 V 9 AZ MK
 BK3277  PID         -  BK3277
 BK3277  STATE/COUNTY-  LA/CALCASIEU
 BK3277  USGS QUAD   -  LAKE CHARLES (1994)
 BK3277
 BK3277                         *CURRENT SURVEY CONTROL
 BK3277  ___________________________________________________________________
 BK3277* NAD 83(1992)-  30 10 08.55477(N)    093 13 39.73259(W)     ADJUSTED  
 BK3277* NAVD 88     -         4.   **(meters)      13.   **(feet)  VERTCON   
 BK3277  **This station is located in a subsidence area (see below).
 BK3277  ___________________________________________________________________
 BK3277  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK3277  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK3277
 BK3277  HORZ ORDER  -  SECOND
 BK3277
 BK3277.The horizontal coordinates were established by classical geodetic methods
 BK3277.and adjusted by the National Geodetic Survey in January 1993..
 BK3277.No horizontal observational check was made to the station.
 BK3277
 BK3277 ** The orthometric height has not been validated since last determined
 BK3277 ** by differential leveling and should not be used for control purposes.
 BK3277 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3277 ** area with valid NAVD 88 orthometric heights.
 BK3277 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3277 ** epoch indicated which incorporates improved geoid heights for the
 BK3277 ** Southern Louisiana Subsidence area.
 BK3277 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3277
 BK3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3277
 BK3277.The geoid height was determined by GEOID03.
 BK3277
 BK3277;                    North         East     Units Scale Factor Converg.
 BK3277;SPC LA S     -   186,512.268   817,550.923   MT  0.99993003   -0 56 50.0
 BK3277;SPC LA S     -   611,915.67  2,682,248.32   sFT  0.99993003   -0 56 50.0
 BK3277;UTM  15      - 3,337,538.820   478,075.812   MT  0.99960593   -0 06 52.0
 BK3277
 BK3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3277!SPC LA S     -   1.00000368  x   0.99993003  =   0.99993371
 BK3277!UTM  15      -   1.00000368  x   0.99960593  =   0.99960961
 BK3277
 BK3277                          SUPERSEDED SURVEY CONTROL
 BK3277
 BK3277  NAD 83(1986)-  30 10 08.57705(N)    093 13 39.72340(W) AD(       ) 2
 BK3277  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3277
 BK3277.Superseded values are not recommended for survey control.
 BK3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3277.See file dsdata.txt to determine how the superseded data were derived.
 BK3277
 BK3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7807637539(NAD 83)
 BK3277_MARKER: DZ = AZIMUTH MARK DISK
 BK3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3277_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3277+STABILITY: SURFACE MOTION
 BK3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3277+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 BK3277
 BK3277  HISTORY     - Date     Condition        Report By
 BK3277  HISTORY     - 1987     MONUMENTED       LADTD
 BK3277  HISTORY     - 19970208 GOOD             USPSQD
 BK3277  HISTORY     - 20060125 GOOD             USPSQD
 BK3277
 BK3277                          STATION DESCRIPTION
 BK3277
 BK3277'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3277'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) SOUTH OF DOWNTOWN LAKE
 BK3277'CHARLES, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 384 (COUNTRY CLUB
 BK3277'ROAD), AT ITS JUNCTION WITH LAKE STREET, IN THE DRIVEWAY TO A
 BK3277'VACANT GAS STATION.
 BK3277'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3277'
 BK3277'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3277'AND LAKE STREET (EXIT 5) GO SOUTH FOR 3.1 KM (1.9 MI) ON LAKE
 BK3277'STREET TO A CROSSROAD (COUNTRY CLUB ROAD).
 BK3277'TURN LEFT AND GO EAST FOR 0.44 KM (0.3 MI) ON COUNTRY CLUB ROAD TO
 BK3277'THE MARK ON THE RIGHT AT A DRIVE TO A VACANT LOT.
 BK3277'
 BK3277'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 BK3277'STAMPED---10 V 9 LADH AZ MK 1987---,
 BK3277'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3277'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3277'17.8 METERS (58.4 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 BK3277'BRICK HOUSE AT 757 COUNTRY CLUB ROAD,
 BK3277'13.5 METERS (44.3 FT) SOUTH-SOUTHEAST FROM THE HIGHWAY CENTER,
 BK3277'10.3 METERS (33.8 FT) EAST-NORTHEAST FROM A UTILITY POLE NO. 183,
 BK3277'5.6 METERS (18.4 FT) EAST-NORTHEAST FROM THE CENTER OF THE DRIVE
 BK3277'INTO THE LOT AND
 BK3277'0.5 METERS (1.6 FT) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 BK3277
 BK3277                          STATION RECOVERY (1997)
 BK3277
 BK3277'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3277'RECOVERED IN GOOD CONDITION.
 BK3277
 BK3277                          STATION RECOVERY (2006)
 BK3277
 BK3277'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1649 ***********************************************************************
 BK1649  DESIGNATION -  10 V 9 LADTD
 BK1649  PID         -  BK1649
 BK1649  STATE/COUNTY-  LA/CALCASIEU
 BK1649  USGS QUAD   -  LAKE CHARLES (1994)
 BK1649
 BK1649                         *CURRENT SURVEY CONTROL
 BK1649  ___________________________________________________________________
 BK1649* NAD 83(1992)-  30 10 07.25066(N)    093 13 58.16711(W)     ADJUSTED  
 BK1649* NAVD 88     -         4.52   (+/-2cm)      14.8  **(feet)  VERTCON   
 BK1649  **This station is located in a subsidence area (see below).
 BK1649  ___________________________________________________________________
 BK1649  X           -    -311,227.988 (meters)                     COMP
 BK1649  Y           -  -5,510,080.870 (meters)                     COMP
 BK1649  Z           -   3,186,542.123 (meters)                     COMP
 BK1649  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK1649  ELLIP HEIGHT-         -23.00  (meters)          (06/26/02) GPS OBS
 BK1649  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK1649
 BK1649  HORZ ORDER  -  FIRST
 BK1649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1649  ELLP ORDER  -  FOURTH    CLASS II
 BK1649
 BK1649.The horizontal coordinates were established by GPS observations
 BK1649.and adjusted by the National Geodetic Survey in January 1993..
 BK1649
 BK1649 ** The orthometric height has not been validated since last determined
 BK1649 ** by differential leveling and should not be used for control purposes.
 BK1649 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1649 ** area with valid NAVD 88 orthometric heights.
 BK1649 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1649 ** epoch indicated which incorporates improved geoid heights for the
 BK1649 ** Southern Louisiana Subsidence area.
 BK1649 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1649.The vertical order pertains to the NGVD 29 superseded value.
 BK1649
 BK1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1649
 BK1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1649
 BK1649.The ellipsoidal height was determined by GPS observations
 BK1649.and is referenced to NAD 83.
 BK1649
 BK1649.The geoid height was determined by GEOID03.
 BK1649
 BK1649;                    North         East     Units Scale Factor Converg.
 BK1649;SPC LA S     -   186,480.283   817,057.122   MT  0.99993002   -0 56 59.2
 BK1649;SPC LA S     -   611,810.73  2,680,628.24   sFT  0.99993002   -0 56 59.2
 BK1649;UTM  15      - 3,337,499.674   477,582.688   MT  0.99960620   -0 07 01.2
 BK1649
 BK1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1649!SPC LA S     -   1.00000361  x   0.99993002  =   0.99993363
 BK1649!UTM  15      -   1.00000361  x   0.99960620  =   0.99960981
 BK1649
 BK1649                          SUPERSEDED SURVEY CONTROL
 BK1649
 BK1649  ELLIP H (01/21/93)  -22.93   (m)                       GP(       ) 4 2
 BK1649  NAD 83(1986)-  30 10 07.27290(N)    093 13 58.15791(W) AD(       ) 1
 BK1649  NGVD 29 (??/??/??)    4.498  (m)           14.76   (f) ADJUSTED    2 0
 BK1649
 BK1649.Superseded values are not recommended for survey control.
 BK1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1649.See file dsdata.txt to determine how the superseded data were derived.
 BK1649
 BK1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7758337500(NAD 83)
 BK1649_MARKER: DD = SURVEY DISK
 BK1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1649_STAMPING: 10V9 1968
 BK1649_MARK LOGO: LADH  
 BK1649_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1649+STABILITY: SURFACE MOTION
 BK1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1649+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK1649
 BK1649  HISTORY     - Date     Condition        Report By
 BK1649  HISTORY     - 1968     MONUMENTED       LADTD
 BK1649  HISTORY     - 1982     MARK NOT FOUND   NGS
 BK1649  HISTORY     - 1985     SEE DESCRIPTION  LOCSUR
 BK1649  HISTORY     - 1987     GOOD             LADTD
 BK1649  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK1649  HISTORY     - 20020718 MARK NOT FOUND   USPSQD
 BK1649
 BK1649                          STATION DESCRIPTION
 BK1649
 BK1649'DESCRIBED BY LA TRANSP AND DEV 1968
 BK1649'4.9 MI SE FROM LAKE CHARLES.
 BK1649'ABOUT 1.9 MILES SOUTH ALONG RYAN STREET FROM THE COURTHOUSE AT LAKE
 BK1649'CHARLES, THENCE 0.9 MILES WEST ALONG WEST PRIEN LAKE ROAD, THENCE 2.1
 BK1649'MILES SOUTH ON LAKE STREET, IN SECTION 25, R9W, T10S, LOCATED IN THE
 BK1649'SOUTHWEST QUADRANT OF LAKE STREET AND STATE ROUTE 384 AND STATE ROUTE
 BK1649'3092 SOUTH JUNCTION, 157 FEET WEST OF THE CENTERLINE OF LAKE STREET,
 BK1649'29.5 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 384, 63 FEET
 BK1649'SOUTHEAST OF POWER POLE NO. 26, 201 FEET NORTHWEST OF POWER POLE NO.
 BK1649'99, 6 1/2 FEET NORTH OF A FOUR STRAND BARBED WIRE FENCE, 1 FOOT SOUTH
 BK1649'OF A STEEL WITNESS POST, A DISK SET IN THE TOP OF A CONCRETE POST
 BK1649'PROJECTING 4 INCHES.
 BK1649
 BK1649                          STATION RECOVERY (1982)
 BK1649
 BK1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK1649'NOT RECOVERED, AS A NEW WATER LINE IN NOW IN THE MARK LOCATION.
 BK1649
 BK1649                          STATION RECOVERY (1985)
 BK1649
 BK1649'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 BK1649'STATION REPORTED FOUND BY MR GEORGE WEBB. THE DISK IS LOCATED IN THE
 BK1649'DRIVEWAY OF A SERVICE STATION FLUSH WITH THE PAVEMENT. FROM INFO
 BK1649'PROVIDED BY SURVEYORS IT IS REASONABLE TO SUSPECT THAT DISC WAS
 BK1649'RESET WITHOUT ANY MEASUREMENTS BEING TAKEN.
 BK1649
 BK1649                          STATION RECOVERY (1987)
 BK1649
 BK1649'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (GRH)
 BK1649'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK1649'THIS STATION WAS USED IN THE GPS SURVEY AND IS TO BE POSITIONED AT
 BK1649'THIS TIME.
 BK1649'
 BK1649'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) SOUTH OF DOWNTOWN LAKE
 BK1649'CHARLES, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 384 (COUNTRY CLUB
 BK1649'ROAD), AT ITS JUNCTION WITH LAKE STREET, IN THE DRIVEWAY OF A
 BK1649'VACANT GAS STATION.
 BK1649'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK1649'
 BK1649'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK1649'AND LAKE STREET (EXIT 5), GO SOUTH FOR 3.1 KM (1.9 MI) ON LAKE
 BK1649'STREET TO A CROSSROAD (COUNTRY CLUB ROAD) AND THE STATION ON THE
 BK1649'RIGHT ON THE SOUTH SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK
 BK1649'FROM THE STATION
 BK1649'TURN LEFT AND GO EAST FOR 0.44 KM (0.3 MI) ON COUNTRY CLUB ROAD TO
 BK1649'THE MARK ON THE RIGHT AT THE DRIVE TO A VACANT LOT.
 BK1649'
 BK1649'THE STATION IS A STANDARD LADH DISK
 BK1649'STAMPED---10 V 9 1968---,
 BK1649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1649'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BK1649'9 METERS (29.5 FT) SOUTH FROM THE ROAD CENTER,
 BK1649'51.8 METERS (170 FT) WEST FROM THE CENTER OF LAKE STREET,
 BK1649'37.4 METERS (122.5 FT) WEST FROM A POWERLINE POLE WITH WITNESS SIGN,
 BK1649'29.8 METERS (98 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A
 BK1649'BRICK GAS STATION BUILDING,
 BK1649'6.7 METERS (22 FT) EAST FROM THE WEST EDGE OF THE DRIVEWAY AND
 BK1649'4.6 METERS (15 FT) WEST FROM THE EAST EDGE OF THE DRIVEWAY.
 BK1649'
 BK1649'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK1649'STAMPED---10 V 9 AZ MK 1987---,
 BK1649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1649'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK1649'13.5 METERS (44.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE ROAD,
 BK1649'10.3 METERS (34 FT) EAST-NORTHEAST FROM A UTILITY POLE,
 BK1649'0.5 METERS (1.5 FT) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST
 BK1649'AT A GUY WIRE,
 BK1649'17.8 METERS (58.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 BK1649'BRICK HOUSE AT 757 COUNTRY CLUB ROAD AND
 BK1649'5.6 METERS (18.5 FT) EAST-NORTHEAST FROM THE CENTER OF A TRACK
 BK1649'DRIVE INTO THE LOT.
 BK1649'TO REACH THE AZIMUTH FROM THE STATION,
 BK1649'TURN LEFT AND GO EAST FOR 0.44 KM (0.3 MI) ON COUNTRY CLUB ROAD TO
 BK1649'THE MARK ON THE RIGHT AT A DRIVE TO A VACANT LOT.
 BK1649
 BK1649                          STATION RECOVERY (1997)
 BK1649
 BK1649'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1649'MARK NOT FOUND.
 BK1649
 BK1649                          STATION RECOVERY (2002)
 BK1649
 BK1649'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 BK1649'THE SITE HAS BEEN COVERED BY A CONCRETE DRIVEWAY TO THE GAS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1096 ***********************************************************************
 CP1096  DESIGNATION -  100 A BOLT
 CP1096  PID         -  CP1096
 CP1096  STATE/COUNTY-  LA/EAST CARROLL
 CP1096  USGS QUAD   -  MILLIKIN (1994)
 CP1096
 CP1096                         *CURRENT SURVEY CONTROL
 CP1096  ___________________________________________________________________
 CP1096* NAD 83(1986)-  32 58 57.     (N)    091 13 30.     (W)     SCALED    
 CP1096* NAVD 88     -        32.98   (+/-2cm)     108.2    (feet)  VERTCON   
 CP1096  ___________________________________________________________________
 CP1096  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1096
 CP1096  VERT ORDER  -  ? (See Below)
 CP1096
 CP1096.The horizontal coordinates were scaled from a topographic map and have
 CP1096.an estimated accuracy of +/- 6 seconds.
 CP1096
 CP1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1096.The vertical order pertains to the NGVD 29 superseded value.
 CP1096
 CP1096.The geoid height was determined by GEOID03.
 CP1096
 CP1096;                    North         East    Units  Estimated Accuracy
 CP1096;SPC LA N     -   275,970.    1,119,180.      MT  (+/- 180 meters Scaled)
 CP1096
 CP1096                          SUPERSEDED SURVEY CONTROL
 CP1096
 CP1096  NGVD 29 (??/??/92)   33.057  (m)          108.45   (f) ADJ UNCH    ?  
 CP1096
 CP1096.Superseded values are not recommended for survey control.
 CP1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1096.See file dsdata.txt to determine how the superseded data were derived.
 CP1096
 CP1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS658507(NAD 83)
 CP1096_MARKER: B = BOLT
 CP1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1096_SP_SET: STONE
 CP1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1096+STABILITY: SURFACE MOTION
 CP1096
 CP1096  HISTORY     - Date     Condition        Report By
 CP1096  HISTORY     - UNK      MONUMENTED       DOD
 CP1096  HISTORY     - 1934     GOOD             DOD
 CP1096
 CP1096                          STATION DESCRIPTION
 CP1096
 CP1096'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1096'0.5 MI S FROM GASSOWAY.
 CP1096'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1096'OF THE MISS. RIVER, EAST CARROLL PARISH LA., 1/2 MILE SOUTH OF
 CP1096'GASSOWAY, APPROX. 3500 FT. SOUTH OF THE BASS STORE AT GASSOWAY, 800
 CP1096'FT. WEST OF LEVEE AT L.S. NO. 100, 190 FT. WEST OF RY., 15 FT.
 CP1096'NORTHEAST OF NEGRO CABIN, 9 FT. NORTHEAST OF 10-INCH BLAZED
 CP1096'TWIN-CHINABERRY TREE, ABOUT 250 FT. SOUTH OF ANOTHER NEGRO CABIN, AND
 CP1096'ABOUT 200 FT. SOUTH OF CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1095 ***********************************************************************
 CP1095  DESIGNATION -  100 A CAP
 CP1095  PID         -  CP1095
 CP1095  STATE/COUNTY-  LA/EAST CARROLL
 CP1095  USGS QUAD   -  MILLIKIN (1994)
 CP1095
 CP1095                         *CURRENT SURVEY CONTROL
 CP1095  ___________________________________________________________________
 CP1095* NAD 83(1986)-  32 58 57.     (N)    091 13 30.     (W)     SCALED    
 CP1095* NAVD 88     -        34.19   (+/-2cm)     112.2    (feet)  VERTCON   
 CP1095  ___________________________________________________________________
 CP1095  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1095
 CP1095  VERT ORDER  -  ? (See Below)
 CP1095
 CP1095.The horizontal coordinates were scaled from a topographic map and have
 CP1095.an estimated accuracy of +/- 6 seconds.
 CP1095
 CP1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1095.The vertical order pertains to the NGVD 29 superseded value.
 CP1095
 CP1095.The geoid height was determined by GEOID03.
 CP1095
 CP1095;                    North         East    Units  Estimated Accuracy
 CP1095;SPC LA N     -   275,970.    1,119,180.      MT  (+/- 180 meters Scaled)
 CP1095
 CP1095                          SUPERSEDED SURVEY CONTROL
 CP1095
 CP1095  NGVD 29 (??/??/92)   34.268  (m)          112.43   (f) ADJ UNCH    ?  
 CP1095
 CP1095.Superseded values are not recommended for survey control.
 CP1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1095.See file dsdata.txt to determine how the superseded data were derived.
 CP1095
 CP1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS658507(NAD 83)
 CP1095_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1095
 CP1095  HISTORY     - Date     Condition        Report By
 CP1095  HISTORY     - UNK      MONUMENTED       DOD
 CP1095  HISTORY     - 1934     GOOD             DOD
 CP1095
 CP1095                          STATION DESCRIPTION
 CP1095
 CP1095'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1095'0.5 MI S FROM GASSOWAY.
 CP1095'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1095'OF THE MISS. RIVER, EAST CARROLL PARISH LA., 1/2 MILE SOUTH OF
 CP1095'GASSOWAY, APPROX. 3500 FT. SOUTH OF THE BASS STORE AT GASSOWAY, 800
 CP1095'FT. WEST OF LEVEE AT L.S. NO. 100, 190 FT. WEST OF RY., 15 FT.
 CP1095'NORTHEAST OF NEGRO CABIN, 9 FT. NORTHEAST OF 10-INCH BLAZED
 CP1095'TWIN-CHINABERRY TREE, ABOUT 250 FT. SOUTH OF ANOTHER NEGRO CABIN, AND
 CP1095'ABOUT 200 FT. SOUTH OF CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2937 ***********************************************************************
 CP2937  DESIGNATION -  100 D
 CP2937  PID         -  CP2937
 CP2937  STATE/COUNTY-  LA/MADISON
 CP2937  USGS QUAD   -  TALLULAH (1994)
 CP2937
 CP2937                         *CURRENT SURVEY CONTROL
 CP2937  ___________________________________________________________________
 CP2937* NAD 83(1992)-  32 29 39.06845(N)    091 07 35.73640(W)     ADJUSTED  
 CP2937* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 CP2937  ___________________________________________________________________
 CP2937  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CP2937  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP2937
 CP2937  HORZ ORDER  -  SECOND
 CP2937
 CP2937.The horizontal coordinates were established by classical geodetic methods
 CP2937.and adjusted by the National Geodetic Survey in May 1994..
 CP2937
 CP2937.The orthometric height was scaled from a topographic map.
 CP2937
 CP2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2937
 CP2937.The geoid height was determined by GEOID03.
 CP2937
 CP2937;                    North         East     Units Scale Factor Converg.
 CP2937;SPC LA N     -   221,927.508 1,129,068.658   MT  0.99996522   +0 43 34.0
 CP2937;SPC LA N     -   728,107.17  3,704,286.09   sFT  0.99996522   +0 43 34.0
 CP2937;SPC MS W     -   332,224.629   625,449.901   MT  1.00001851   -0 25 34.2
 CP2937;SPC MS W     - 1,089,973.64  2,051,996.88   sFT  1.00001851   -0 25 34.2
 CP2937;UTM  15      - 3,596,760.773   676,010.942   MT  0.99998203   +1 00 24.0
 CP2937
 CP2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2937!SPC LA N     -   0.99999913  x   0.99996522  =   0.99996435
 CP2937!SPC MS W     -   0.99999913  x   1.00001851  =   1.00001764
 CP2937!UTM  15      -   0.99999913  x   0.99998203  =   0.99998116
 CP2937
 CP2937                          SUPERSEDED SURVEY CONTROL
 CP2937
 CP2937  NAD 83(1992)-  32 29 39.07809(N)    091 07 35.73435(W) AD(       ) 2
 CP2937  NAD 83(1986)-  32 29 39.08032(N)    091 07 35.73125(W) AD(       ) 2
 CP2937  NAD 27      -  32 29 38.57700(N)    091 07 35.33900(W) AD(       ) 2
 CP2937
 CP2937.Superseded values are not recommended for survey control.
 CP2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2937.See file dsdata.txt to determine how the superseded data were derived.
 CP2937
 CP2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7601196761(NAD 83)
 CP2937_MARKER: P = PIPE CAP
 CP2937_SETTING: 0 = UNSPECIFIED SETTING
 CP2937
 CP2937  HISTORY     - Date     Condition        Report By
 CP2937  HISTORY     - 1929     MONUMENTED       MRC
 CP2937
 CP2937                          STATION DESCRIPTION
 CP2937
 CP2937'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929
 CP2937'SEE STATION TALLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2341 ***********************************************************************
 BJ2341  DESIGNATION -  100 E
 BJ2341  PID         -  BJ2341
 BJ2341  STATE/COUNTY-  LA/ST MARTIN
 BJ2341  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2341
 BJ2341                         *CURRENT SURVEY CONTROL
 BJ2341  ___________________________________________________________________
 BJ2341* NAD 83(1986)-  30 23 49.     (N)    091 40 26.     (W)     SCALED    
 BJ2341* NAVD 88     -         8.70   (+/-2cm)      28.5    (feet)  VERTCON   
 BJ2341  ___________________________________________________________________
 BJ2341  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2341
 BJ2341  VERT ORDER  -  ? (See Below)
 BJ2341
 BJ2341.The horizontal coordinates were scaled from a topographic map and have
 BJ2341.an estimated accuracy of +/- 6 seconds.
 BJ2341
 BJ2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2341.The vertical order pertains to the NGVD 29 superseded value.
 BJ2341
 BJ2341.The geoid height was determined by GEOID03.
 BJ2341
 BJ2341;                    North         East    Units  Estimated Accuracy
 BJ2341;SPC LA S     -   210,320.      967,270.      MT  (+/- 180 meters Scaled)
 BJ2341
 BJ2341                          SUPERSEDED SURVEY CONTROL
 BJ2341
 BJ2341  NGVD 29 (??/??/??)    8.715  (m)           28.59   (f) ADJUSTED    ?  
 BJ2341
 BJ2341.Superseded values are not recommended for survey control.
 BJ2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2341.See file dsdata.txt to determine how the superseded data were derived.
 BJ2341
 BJ2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP273635(NAD 83)
 BJ2341_MARKER: S = SPIKE
 BJ2341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2341_SP_SET: TREE
 BJ2341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2341
 BJ2341  HISTORY     - Date     Condition        Report By
 BJ2341  HISTORY     - UNK      MONUMENTED       DOD
 BJ2341  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2341
 BJ2341                          STATION DESCRIPTION
 BJ2341
 BJ2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2341'4.3 MI NE FROM EAST ATCHAFALAYA.
 BJ2341'4.3 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2341'POST OFFICE AT EAST ATCHAFALAYA, SAINT MARTIN PARISH, ABOUT 500 FEET
 BJ2341'WEST OF BASE LINE SURVEY STATION 2889+03.27, 3 FEET NORTH OF
 BJ2341'ATCHAFALAYA BASIN RANGE 6 STATION 423+00, ABOUT 900 FEET SOUTH OF THE
 BJ2341'SOUTH BANK OF ALABAMA BAYOU, 85 FEET EAST OF THE TOP OF THE BANK OF
 BJ2341'THE RIVER, IN THE DIAMOND BLAZE OF AN 8-INCH CYPRESS TREE, AND ABOUT 2
 BJ2341'FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1145 ***********************************************************************
 CP1145  DESIGNATION -  1000 A BOLT
 CP1145  PID         -  CP1145
 CP1145  STATE/COUNTY-  LA/EAST CARROLL
 CP1145  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1145
 CP1145                         *CURRENT SURVEY CONTROL
 CP1145  ___________________________________________________________________
 CP1145* NAD 83(1986)-  32 46 17.     (N)    091 10 51.     (W)     SCALED    
 CP1145* NAVD 88     -        28.89   (+/-2cm)      94.8    (feet)  VERTCON   
 CP1145  ___________________________________________________________________
 CP1145  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1145
 CP1145  VERT ORDER  -  ? (See Below)
 CP1145
 CP1145.The horizontal coordinates were scaled from a topographic map and have
 CP1145.an estimated accuracy of +/- 6 seconds.
 CP1145
 CP1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1145.The vertical order pertains to the NGVD 29 superseded value.
 CP1145
 CP1145.The geoid height was determined by GEOID03.
 CP1145
 CP1145;                    North         East    Units  Estimated Accuracy
 CP1145;SPC LA N     -   252,600.    1,123,600.      MT  (+/- 180 meters Scaled)
 CP1145
 CP1145                          SUPERSEDED SURVEY CONTROL
 CP1145
 CP1145  NGVD 29 (??/??/92)   28.942  (m)           94.95   (f) ADJ UNCH    ?  
 CP1145
 CP1145.Superseded values are not recommended for survey control.
 CP1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1145.See file dsdata.txt to determine how the superseded data were derived.
 CP1145
 CP1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS703274(NAD 83)
 CP1145_MARKER: B = BOLT
 CP1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1145_SP_SET: STONE
 CP1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1145+STABILITY: SURFACE MOTION
 CP1145
 CP1145  HISTORY     - Date     Condition        Report By
 CP1145  HISTORY     - UNK      MONUMENTED       DOD
 CP1145  HISTORY     - 1934     GOOD             DOD
 CP1145
 CP1145                          STATION DESCRIPTION
 CP1145
 CP1145'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1145'2 MI S FROM LAKE PROVIDENCE.
 CP1145'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1145'MISSISSIPPI RIVER, EAST CARROLL PARISH, LOUISIANA, 2 MILES SOUTH OF
 CP1145'LAKE PROVIDENCE, LA. ON BROWNS PLANTATION.  745 FEET WEST OF CENTER
 CP1145'LINE OF HIGHWAY NO. 65.  17 FEET NORTH OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1144 ***********************************************************************
 CP1144  DESIGNATION -  1000 A CAP
 CP1144  PID         -  CP1144
 CP1144  STATE/COUNTY-  LA/EAST CARROLL
 CP1144  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1144
 CP1144                         *CURRENT SURVEY CONTROL
 CP1144  ___________________________________________________________________
 CP1144* NAD 83(1986)-  32 46 17.     (N)    091 10 51.     (W)     SCALED    
 CP1144* NAVD 88     -        30.11   (+/-2cm)      98.8    (feet)  VERTCON   
 CP1144  ___________________________________________________________________
 CP1144  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1144
 CP1144  VERT ORDER  -  ? (See Below)
 CP1144
 CP1144.The horizontal coordinates were scaled from a topographic map and have
 CP1144.an estimated accuracy of +/- 6 seconds.
 CP1144
 CP1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1144.The vertical order pertains to the NGVD 29 superseded value.
 CP1144
 CP1144.The geoid height was determined by GEOID03.
 CP1144
 CP1144;                    North         East    Units  Estimated Accuracy
 CP1144;SPC LA N     -   252,600.    1,123,600.      MT  (+/- 180 meters Scaled)
 CP1144
 CP1144                          SUPERSEDED SURVEY CONTROL
 CP1144
 CP1144  NGVD 29 (??/??/92)   30.168  (m)           98.98   (f) ADJ UNCH    ?  
 CP1144
 CP1144.Superseded values are not recommended for survey control.
 CP1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1144.See file dsdata.txt to determine how the superseded data were derived.
 CP1144
 CP1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS703274(NAD 83)
 CP1144_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1144
 CP1144  HISTORY     - Date     Condition        Report By
 CP1144  HISTORY     - UNK      MONUMENTED       DOD
 CP1144  HISTORY     - 1934     GOOD             DOD
 CP1144
 CP1144                          STATION DESCRIPTION
 CP1144
 CP1144'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1144'2 MI S FROM LAKE PROVIDENCE.
 CP1144'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1144'MISSISSIPPI RIVER, EAST CARROLL PARISH, LOUISIANA, 2 MILES SOUTH OF
 CP1144'LAKE PROVIDENCE, LA. ON BROWNS PLANTATION.  745 FEET WEST OF CENTER
 CP1144'LINE OF HIGHWAY NO. 65.  17 FEET NORTH OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2782 ***********************************************************************
 BJ2782  DESIGNATION -  101
 BJ2782  PID         -  BJ2782
 BJ2782  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2782  USGS QUAD   -  LOTTIE (1994)
 BJ2782
 BJ2782                         *CURRENT SURVEY CONTROL
 BJ2782  ___________________________________________________________________
 BJ2782* NAD 83(1986)-  30 31 11.     (N)    091 43 01.     (W)     SCALED    
 BJ2782* NAVD 88     -         7.92   (+/-2cm)      26.0    (feet)  VERTCON   
 BJ2782  ___________________________________________________________________
 BJ2782  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2782
 BJ2782  VERT ORDER  -  ? (See Below)
 BJ2782
 BJ2782.The horizontal coordinates were scaled from a topographic map and have
 BJ2782.an estimated accuracy of +/- 6 seconds.
 BJ2782
 BJ2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2782.The vertical order pertains to the NGVD 29 superseded value.
 BJ2782
 BJ2782.The geoid height was determined by GEOID03.
 BJ2782
 BJ2782;                    North         East    Units  Estimated Accuracy
 BJ2782;SPC LA S     -   223,940.      963,180.      MT  (+/- 180 meters Scaled)
 BJ2782
 BJ2782                          SUPERSEDED SURVEY CONTROL
 BJ2782
 BJ2782  NGVD 29 (??/??/??)    7.932  (m)           26.02   (f) ADJUSTED    ?  
 BJ2782
 BJ2782.Superseded values are not recommended for survey control.
 BJ2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2782.See file dsdata.txt to determine how the superseded data were derived.
 BJ2782
 BJ2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP231770(NAD 83)
 BJ2782_MARKER: S = SPIKE
 BJ2782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2782_SP_SET: TREE
 BJ2782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2782
 BJ2782  HISTORY     - Date     Condition        Report By
 BJ2782  HISTORY     - UNK      MONUMENTED       DOD
 BJ2782  HISTORY     - 1936     GOOD             DOD
 BJ2782  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2782
 BJ2782                          STATION DESCRIPTION
 BJ2782
 BJ2782'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2782'IN SHERBURNE.
 BJ2782'BENCH MARK IS HIGHEST POINT ON HEAD OF SPIKE 18 IN. ABOVE GROUND IN
 BJ2782'KNEE OF 15 IN. CYPRESS TREE ON LEFT BANK OF ATCHAFALAYA RIVER, POINTE
 BJ2782'COUPEE PARISH, LA., 42 FEET BELOW SOUTH EDGE OF SHERBURNE SCHOOLHOUSE.
 BJ2782'APPROXIMATE 450 FEET ABOVE MILE POST 45.  2.3 MILES BELOW MISSOURI
 BJ2782'PACIFIC RAILROAD BRIDGE AT EAST KROTZ SPRINGS.  100 FEET BACK OF DITCH
 BJ2782'IN SHERBURNE SCHOOLYARD.  240 FEET LANDSIDE OF STATION 2247+15.
 BJ2782
 BJ2782                          STATION RECOVERY (1964)
 BJ2782
 BJ2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2784 ***********************************************************************
 BJ2784  DESIGNATION -  101 B
 BJ2784  PID         -  BJ2784
 BJ2784  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2784  USGS QUAD   -  LOTTIE (1994)
 BJ2784
 BJ2784                         *CURRENT SURVEY CONTROL
 BJ2784  ___________________________________________________________________
 BJ2784* NAD 83(1986)-  30 30 29.     (N)    091 43 36.     (W)     SCALED    
 BJ2784* NAVD 88     -         9.84   (+/-2cm)      32.3    (feet)  VERTCON   
 BJ2784  ___________________________________________________________________
 BJ2784  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2784
 BJ2784  VERT ORDER  -  ? (See Below)
 BJ2784
 BJ2784.The horizontal coordinates were scaled from a topographic map and have
 BJ2784.an estimated accuracy of +/- 6 seconds.
 BJ2784
 BJ2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2784.The vertical order pertains to the NGVD 29 superseded value.
 BJ2784
 BJ2784.The geoid height was determined by GEOID03.
 BJ2784
 BJ2784;                    North         East    Units  Estimated Accuracy
 BJ2784;SPC LA S     -   222,650.      962,250.      MT  (+/- 180 meters Scaled)
 BJ2784
 BJ2784                          SUPERSEDED SURVEY CONTROL
 BJ2784
 BJ2784  NGVD 29 (??/??/??)    9.854  (m)           32.33   (f) ADJUSTED    ?  
 BJ2784
 BJ2784.Superseded values are not recommended for survey control.
 BJ2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2784.See file dsdata.txt to determine how the superseded data were derived.
 BJ2784
 BJ2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP221757(NAD 83)
 BJ2784_MARKER: S = SPIKE
 BJ2784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2784_SP_SET: TREE
 BJ2784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2784
 BJ2784  HISTORY     - Date     Condition        Report By
 BJ2784  HISTORY     - UNK      MONUMENTED       DOD
 BJ2784  HISTORY     - 1936     GOOD             DOD
 BJ2784  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2784
 BJ2784                          STATION DESCRIPTION
 BJ2784
 BJ2784'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2784'1 MI SE FROM SHERBURNE.
 BJ2784'ABOUT 1 MILE BELOW SHERBURNE STORE BENCH MARK IS 5/8 IN. G.I. SPIKE
 BJ2784'2.6 FEET ABOVE GROUND IN 10 IN. CYPRESS TREE ON LEFT BANK OF
 BJ2784'ATCHAFALAYA RIVER, POINTE COUPEE PARISH, LA.  3-1/4 MILES BELOW
 BJ2784'MISSOURI PACIFIC RAILROAD BRIDGE ACROSS RIVER AT EAST KROTZ SPRINGS,
 BJ2784'ABOUT 1 MILE BELOW SHERBURNE STORE.  ABOUT 3/4 MILE BELOW LITTLE
 BJ2784'ALABAMA BAYOU, IN SECTION 41 T6 S, R7 E OF LOUISIANA MERIDIAN.  110
 BJ2784'FEET LANDSIDE OF CENTERLINE OF LEVEE, AT STATION 2301+80 OF EAST
 BJ2784'ATCHAFALAYA RIVER LEVEE MARKER SURVEY.  105 FEET ABOVE LEVEE MILE POST
 BJ2784'NO. 46.  65 FEET BACK OF CENTERLINE OF DIRT ROAD ALONG TOE OF LEVEE.
 BJ2784
 BJ2784                          STATION RECOVERY (1964)
 BJ2784
 BJ2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2509 ***********************************************************************
 BJ2509  DESIGNATION -  101 W
 BJ2509  PID         -  BJ2509
 BJ2509  STATE/COUNTY-  LA/ST MARTIN
 BJ2509  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2509
 BJ2509                         *CURRENT SURVEY CONTROL
 BJ2509  ___________________________________________________________________
 BJ2509* NAD 83(1986)-  30 23 43.     (N)    091 40 53.     (W)     SCALED    
 BJ2509* NAVD 88     -         8.63   (+/-2cm)      28.3    (feet)  VERTCON   
 BJ2509  ___________________________________________________________________
 BJ2509  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2509
 BJ2509  VERT ORDER  -  ? (See Below)
 BJ2509
 BJ2509.The horizontal coordinates were scaled from a topographic map and have
 BJ2509.an estimated accuracy of +/- 6 seconds.
 BJ2509
 BJ2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2509.The vertical order pertains to the NGVD 29 superseded value.
 BJ2509
 BJ2509.The geoid height was determined by GEOID03.
 BJ2509
 BJ2509;                    North         East    Units  Estimated Accuracy
 BJ2509;SPC LA S     -   210,130.      966,550.      MT  (+/- 180 meters Scaled)
 BJ2509
 BJ2509                          SUPERSEDED SURVEY CONTROL
 BJ2509
 BJ2509  NGVD 29 (??/??/??)    8.645  (m)           28.36   (f) ADJUSTED    ?  
 BJ2509
 BJ2509.Superseded values are not recommended for survey control.
 BJ2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2509.See file dsdata.txt to determine how the superseded data were derived.
 BJ2509
 BJ2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP266633(NAD 83)
 BJ2509_MARKER: S = SPIKE
 BJ2509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2509_SP_SET: TREE
 BJ2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2509
 BJ2509  HISTORY     - Date     Condition        Report By
 BJ2509  HISTORY     - UNK      MONUMENTED       DOD
 BJ2509  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2509
 BJ2509                          STATION DESCRIPTION
 BJ2509
 BJ2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2509'4 MI N FROM ATCHAFALAYA.
 BJ2509'4 MILES NORTH ALONG THE WEST BANK OF ATCHAFALAYA RIVER FROM THE POST
 BJ2509'OFFICE AT ATCHAFALAYA, SAINT MARTIN PARISH, ABOUT 850 FEET EAST OF
 BJ2509'INDIAN BAYOU EXTENSION LEVEE STATION 3069+00, 135 FEET WEST OF THE
 BJ2509'BANK OF THE RIVER FROM A POINT ABOUT 1,000 FEET SOUTH OF THE
 BJ2509'CONFLUENCE OF ALABAMA BAYOU AND THE RIVER, 115 FEET NORTH OF THE
 BJ2509'BENNETT RESIDENCE, IN A 15-INCH COTTONWOOD TREE, AND ABOUT 1 FOOT
 BJ2509'HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2831 ***********************************************************************
 AU2831  DESIGNATION -  1015 PLUS 00 USE 1966
 AU2831  PID         -  AU2831
 AU2831  STATE/COUNTY-  LA/JEFFERSON
 AU2831  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2831
 AU2831                         *CURRENT SURVEY CONTROL
 AU2831  ___________________________________________________________________
 AU2831* NAD 83(1992)-  29 31 22.08305(N)    090 01 54.65057(W)     ADJUSTED  
 AU2831* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2831  **This station is located in a subsidence area (see below).
 AU2831  ___________________________________________________________________
 AU2831  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AU2831  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AU2831
 AU2831  HORZ ORDER  -  SECOND
 AU2831
 AU2831.The horizontal coordinates were established by classical geodetic methods
 AU2831.and adjusted by the National Geodetic Survey in January 1993..
 AU2831
 AU2831 ** The orthometric height has not been validated since last determined
 AU2831 ** by differential leveling and should not be used for control purposes.
 AU2831 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2831 ** area with valid NAVD 88 orthometric heights.
 AU2831 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2831 ** epoch indicated which incorporates improved geoid heights for the
 AU2831 ** Southern Louisiana Subsidence area.
 AU2831 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2831.The orthometric height was scaled from a topographic map.
 AU2831
 AU2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2831
 AU2831.The geoid height was determined by GEOID03.
 AU2831
 AU2831;                    North         East     Units Scale Factor Converg.
 AU2831;SPC LA S     -   114,089.439 1,126,164.260   MT  0.99996032   +0 39 02.7
 AU2831;SPC LA S     -   374,308.43  3,694,757.24   sFT  0.99996032   +0 39 02.7
 AU2831;UTM  15      - 3,269,583.919   787,697.804   MT  1.00062142   +1 27 49.0
 AU2831;UTM  16      - 3,269,743.436   206,125.421   MT  1.00066576   -1 29 42.3
 AU2831
 AU2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2831!SPC LA S     -   1.00000358  x   0.99996032  =   0.99996390
 AU2831!UTM  15      -   1.00000358  x   1.00062142  =   1.00062500
 AU2831!UTM  16      -   1.00000358  x   1.00066576  =   1.00066934
 AU2831
 AU2831                          SUPERSEDED SURVEY CONTROL
 AU2831
 AU2831  NAD 83(1986)-  29 31 22.09705(N)    090 01 54.65627(W) AD(       ) 2
 AU2831  NAD 27      -  29 31 21.31745(N)    090 01 54.39323(W) AD(       ) 2
 AU2831
 AU2831.Superseded values are not recommended for survey control.
 AU2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2831.See file dsdata.txt to determine how the superseded data were derived.
 AU2831
 AU2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8769869584(NAD 83)
 AU2831_MARKER: P = PIPE CAP
 AU2831_SETTING: 0 = UNSPECIFIED SETTING
 AU2831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2831
 AU2831  HISTORY     - Date     Condition        Report By
 AU2831  HISTORY     - 1966     MONUMENTED       CGS
 AU2831  HISTORY     - 1973     MARK NOT FOUND   USGS
 AU2831
 AU2831                          STATION DESCRIPTION
 AU2831
 AU2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU2831'STATION IS ABOUT 20-1/2 MILES NORTH OF GRAND ISLE, 11-1/2
 AU2831'MILES SOUTH-SOUTHEAST OF LAFITTE, 10 MILES WEST-SOUTHWEST
 AU2831'OF HERMITAGE AND ON THE WEST SPOIL BANK OF THE BARATARIA
 AU2831'WATERWAY.
 AU2831'
 AU2831'1015+00 (USE), A U.S. CORPS OF ENGINEERS SURVEY DISK STAMPED
 AU2831'POC 1015+00 OS 300 1964, IS SCREWED TO THE TOP OF A 1 INCH
 AU2831'CAST IRON PIPE WHICH PROJECTS 2.4 FEET.  IT IS 52 FEET WEST
 AU2831'OF THE WEST EDGE OF THE BARATARIA WATERWAY AND 1 FOOT WEST OF
 AU2831'A METAL WITNESS POST.
 AU2831
 AU2831                          STATION RECOVERY (1973)
 AU2831
 AU2831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGH)
 AU2831'POC 1015+00 OS 300 1964-SEARCHED FOR BUT NOT FOUND.  POSSIBLY
 AU2831'COULD STILL BE THERE BECAUSE THE SPOIL BANK ON WHICH IT
 AU2831'IS LOCATED IS THICKLY COVERED WITH BRUSH.  TRIANG. STA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2829 ***********************************************************************
 AU2829  DESIGNATION -  1015 PLUS 89.36 USE 1966
 AU2829  PID         -  AU2829
 AU2829  STATE/COUNTY-  LA/JEFFERSON
 AU2829  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2829
 AU2829                         *CURRENT SURVEY CONTROL
 AU2829  ___________________________________________________________________
 AU2829* NAD 83(1992)-  29 31 22.61703(N)    090 01 55.00738(W)     ADJUSTED  
 AU2829* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2829  **This station is located in a subsidence area (see below).
 AU2829  ___________________________________________________________________
 AU2829  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AU2829  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AU2829
 AU2829  HORZ ORDER  -  SECOND
 AU2829
 AU2829.The horizontal coordinates were established by classical geodetic methods
 AU2829.and adjusted by the National Geodetic Survey in January 1993..
 AU2829
 AU2829 ** The orthometric height has not been validated since last determined
 AU2829 ** by differential leveling and should not be used for control purposes.
 AU2829 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2829 ** area with valid NAVD 88 orthometric heights.
 AU2829 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2829 ** epoch indicated which incorporates improved geoid heights for the
 AU2829 ** Southern Louisiana Subsidence area.
 AU2829 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2829.The orthometric height was scaled from a topographic map.
 AU2829
 AU2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2829
 AU2829.The geoid height was determined by GEOID03.
 AU2829
 AU2829;                    North         East     Units Scale Factor Converg.
 AU2829;SPC LA S     -   114,105.769 1,126,154.465   MT  0.99996030   +0 39 02.6
 AU2829;SPC LA S     -   374,362.01  3,694,725.11   sFT  0.99996030   +0 39 02.6
 AU2829;UTM  15      - 3,269,600.120   787,687.773   MT  1.00062135   +1 27 48.9
 AU2829;UTM  16      - 3,269,760.133   206,116.239   MT  1.00066583   -1 29 42.5
 AU2829
 AU2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2829!SPC LA S     -   1.00000358  x   0.99996030  =   0.99996388
 AU2829!UTM  15      -   1.00000358  x   1.00062135  =   1.00062493
 AU2829!UTM  16      -   1.00000358  x   1.00066583  =   1.00066941
 AU2829
 AU2829                          SUPERSEDED SURVEY CONTROL
 AU2829
 AU2829  NAD 83(1986)-  29 31 22.63103(N)    090 01 55.01307(W) AD(       ) 2
 AU2829  NAD 27      -  29 31 21.85145(N)    090 01 54.75002(W) AD(       ) 2
 AU2829
 AU2829.Superseded values are not recommended for survey control.
 AU2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2829.See file dsdata.txt to determine how the superseded data were derived.
 AU2829
 AU2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8768869600(NAD 83)
 AU2829_MARKER: Z = SEE DESCRIPTION
 AU2829_SETTING: 0 = UNSPECIFIED SETTING
 AU2829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2829
 AU2829  HISTORY     - Date     Condition        Report By
 AU2829  HISTORY     - 1966     MONUMENTED       CGS
 AU2829  HISTORY     - 1973     MARK NOT FOUND   USGS
 AU2829
 AU2829                          STATION DESCRIPTION
 AU2829
 AU2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU2829'STATION IS ABOUT 20-1/2 MILES NORTH OF GRAND ISLE, 11-1/2
 AU2829'MILES SOUTH-SOUTHEAST OF LAFITTE, 10 MILES WEST-SOUTHWEST
 AU2829'OF HERMITAGE AND ON THE WEST SPOIL BANK OF THE BARATARIA
 AU2829'WATERWAY.
 AU2829'
 AU2829'1015+89.36 (USE), A U.S. CORPS OF ENGINEERS SURVEY DISK STAMPED
 AU2829'PT 1015+89.36 OS 300, IS SCREWED TO THE TOP OF A 1 INCH CAST
 AU2829'IRON PIPE WHICH PROJECTS 2.3 FEET.  IT IS 56 FEET WEST OF THE
 AU2829'WEST EDGE OF THE BARATARIA WATERWAY AND 1 FOOT WEST OF A METAL
 AU2829'WITNESS POST.
 AU2829
 AU2829                          STATION RECOVERY (1973)
 AU2829
 AU2829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGH)
 AU2829'PT 1015+89.36 OS 300-SEARCHED FOR BUT NOT FOUND.  POSSIBLY
 AU2829'STILL THERE, SINCE THE SPOIL BANK ON WHICH IT IS LOCATED IS
 AU2829'THICKLY COVERED WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0983 ***********************************************************************
 BJ0983  DESIGNATION -  102 EBRPAR
 BJ0983  PID         -  BJ0983
 BJ0983  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0983  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0983
 BJ0983                         *CURRENT SURVEY CONTROL
 BJ0983  ___________________________________________________________________
 BJ0983* NAD 83(1986)-  30 27 01.     (N)    091 06 50.     (W)     SCALED    
 BJ0983* NAVD 88     -        15.25   (+/-2cm)      50.0    (feet)  VERTCON   
 BJ0983  ___________________________________________________________________
 BJ0983  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0983
 BJ0983  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0983
 BJ0983.The horizontal coordinates were scaled from a topographic map and have
 BJ0983.an estimated accuracy of +/- 6 seconds.
 BJ0983
 BJ0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0983.The vertical order pertains to the NGVD 29 superseded value.
 BJ0983
 BJ0983.The geoid height was determined by GEOID03.
 BJ0983
 BJ0983;                    North         East    Units  Estimated Accuracy
 BJ0983;SPC LA S     -   216,200.    1,021,080.      MT  (+/- 180 meters Scaled)
 BJ0983
 BJ0983                          SUPERSEDED SURVEY CONTROL
 BJ0983
 BJ0983  NGVD 29 (??/??/??)   15.278  (m)           50.12   (f) ADJUSTED    1 1
 BJ0983
 BJ0983.Superseded values are not recommended for survey control.
 BJ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0983.See file dsdata.txt to determine how the superseded data were derived.
 BJ0983
 BJ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP811701(NAD 83)
 BJ0983_MARKER: DD = SURVEY DISK
 BJ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0983_STAMPING: BM 102 1959
 BJ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0983+STABILITY: SURFACE MOTION
 BJ0983
 BJ0983  HISTORY     - Date     Condition        Report By
 BJ0983  HISTORY     - 1959     MONUMENTED       LA-033
 BJ0983
 BJ0983                          STATION DESCRIPTION
 BJ0983
 BJ0983'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1959
 BJ0983'IN BATON ROUGE.
 BJ0983'IN THE INTERSECTION OF NORTH AIRPORT AVE AND LINDA STREET, 39 FEET
 BJ0983'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 116, 31 FEET
 BJ0983'EAST OF THE CENTER LINE OF LINDA STREET, 28 FEET SOUTH OF THE
 BJ0983'CENTER LINE OF NORTH AIRPORT AVE. A DISK SET IN THE TOP OF A
 BJ0983'CONCRETE POST PROJECTING 9 INCHES AND 1 FOOT ABOVE NORTH AIRPORT
 BJ0983'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1512 ***********************************************************************
 BJ1512  DESIGNATION -  1027=A 19
 BJ1512  PID         -  BJ1512
 BJ1512  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1512  USGS QUAD   -  RUDDOCK (1979)
 BJ1512
 BJ1512                         *CURRENT SURVEY CONTROL
 BJ1512  ___________________________________________________________________
 BJ1512* NAD 83(1986)-  30 13 32.     (N)    090 24 40.     (W)     SCALED    
 BJ1512* NAVD 88     -         1.637  (meters)       5.37   (feet)  READJUSTED
 BJ1512  ___________________________________________________________________
 BJ1512  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BJ1512  DYNAMIC HT  -           1.630 (meters)       5.35  (feet)  COMP
 BJ1512  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 BJ1512
 BJ1512  VERT ORDER  -  ?
 BJ1512
 BJ1512.The horizontal coordinates were scaled from a topographic map and have
 BJ1512.an estimated accuracy of +/- 6 seconds.
 BJ1512
 BJ1512.The orthometric height was determined by differential leveling
 BJ1512.and adjusted by the National Geodetic Survey in June 1991..
 BJ1512.The height was derived from older observations constrained to new
 BJ1512.heights in a crustal motion area.  The height is approximate in
 BJ1512.relation to other heights in its vicinity.
 BJ1512
 BJ1512.The geoid height was determined by GEOID03.
 BJ1512
 BJ1512.The dynamic height is computed by dividing the NAVD 88
 BJ1512.geopotential number by the normal gravity value computed on the
 BJ1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1512.degrees latitude (g = 980.6199 gals.).
 BJ1512
 BJ1512.The modeled gravity was interpolated from observed gravity values.
 BJ1512
 BJ1512;                    North         East    Units  Estimated Accuracy
 BJ1512;SPC LA S     -   191,630.    1,088,770.      MT  (+/- 180 meters Scaled)
 BJ1512
 BJ1512                          SUPERSEDED SURVEY CONTROL
 BJ1512
 BJ1512  NGVD 29 (??/??/??)    1.624  (m)            5.33   (f) ADJUSTED    1 1
 BJ1512
 BJ1512.Superseded values are not recommended for survey control.
 BJ1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1512.See file dsdata.txt to determine how the superseded data were derived.
 BJ1512
 BJ1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP491466(NAD 83)
 BJ1512_MARKER: DD = SURVEY DISK
 BJ1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1512_SP_SET: 6-INCH CONCRETE FILLED TILE PI
 BJ1512_STAMPING: 1027 USCGS A 19 1934
 BJ1512_MARK LOGO: LAGS  
 BJ1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1512+STABILITY: SURFACE MOTION
 BJ1512
 BJ1512  HISTORY     - Date     Condition        Report By
 BJ1512  HISTORY     - 1934     MONUMENTED       LAGS
 BJ1512  HISTORY     - 1969     GOOD             CGS
 BJ1512  HISTORY     - 1986     GOOD             NGS
 BJ1512  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1512
 BJ1512                          STATION DESCRIPTION
 BJ1512
 BJ1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1512'4.05 MI S FROM MANCHAC.
 BJ1512'ABOUT 4.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1512'SOUTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.1 MILE NORTH
 BJ1512'OF A WOODEN TRESTLE, 45 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 BJ1512'MILEPOST 879, 8.5 FEET EAST OF THE EAST RAIL, 1.5 FEET SOUTHEAST OF A
 BJ1512'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 BJ1512'TOP OF A CONCRETE POST 1 FOOT BELOW THE LEVEL OF THE GROUND.
 BJ1512
 BJ1512                          STATION RECOVERY (1986)
 BJ1512
 BJ1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1512'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BJ1512'MILEPOST NOW IS NUMBER 26 AND THE WITNESS POST HAS BEEN CUT OFF.
 BJ1512
 BJ1512                          STATION RECOVERY (1992)
 BJ1512
 BJ1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1512'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1515 ***********************************************************************
 BJ1515  DESIGNATION -  1028 RESET
 BJ1515  PID         -  BJ1515
 BJ1515  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1515  USGS QUAD   -  RUDDOCK (1979)
 BJ1515
 BJ1515                         *CURRENT SURVEY CONTROL
 BJ1515  ___________________________________________________________________
 BJ1515* NAD 83(1986)-  30 14 22.     (N)    090 24 22.     (W)     SCALED    
 BJ1515* NAVD 88     -         1.388  (meters)       4.55   (feet)  READJUSTED
 BJ1515  ___________________________________________________________________
 BJ1515  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BJ1515  DYNAMIC HT  -           1.390 (meters)       4.56  (feet)  COMP
 BJ1515  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BJ1515
 BJ1515  VERT ORDER  -  ?
 BJ1515
 BJ1515.The horizontal coordinates were scaled from a topographic map and have
 BJ1515.an estimated accuracy of +/- 6 seconds.
 BJ1515
 BJ1515.The orthometric height was determined by differential leveling
 BJ1515.and adjusted by the National Geodetic Survey in June 1991..
 BJ1515.The height was derived from older observations constrained to new
 BJ1515.heights in a crustal motion area.  The height is approximate in
 BJ1515.relation to other heights in its vicinity.
 BJ1515
 BJ1515.The geoid height was determined by GEOID03.
 BJ1515
 BJ1515.The dynamic height is computed by dividing the NAVD 88
 BJ1515.geopotential number by the normal gravity value computed on the
 BJ1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1515.degrees latitude (g = 980.6199 gals.).
 BJ1515
 BJ1515.The modeled gravity was interpolated from observed gravity values.
 BJ1515
 BJ1515;                    North         East    Units  Estimated Accuracy
 BJ1515;SPC LA S     -   193,170.    1,089,240.      MT  (+/- 180 meters Scaled)
 BJ1515
 BJ1515                          SUPERSEDED SURVEY CONTROL
 BJ1515
 BJ1515  NGVD 29 (??/??/??)    1.375  (m)            4.51   (f) ADJUSTED    1 1
 BJ1515
 BJ1515.Superseded values are not recommended for survey control.
 BJ1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1515.See file dsdata.txt to determine how the superseded data were derived.
 BJ1515
 BJ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP496481(NAD 83)
 BJ1515_MARKER: DB = BENCH MARK DISK
 BJ1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1515_SP_SET: CONCRETE POST
 BJ1515_STAMPING: 1028 1934 RESET 1969
 BJ1515_MARK LOGO: CGS   
 BJ1515_PROJECTION: RECESSED 30 CENTIMETERS
 BJ1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1515+STABILITY: SURFACE MOTION
 BJ1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1515+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1992
 BJ1515
 BJ1515  HISTORY     - Date     Condition        Report By
 BJ1515  HISTORY     - 1969     MONUMENTED       CGS
 BJ1515  HISTORY     - 1986     GOOD             NGS
 BJ1515  HISTORY     - 19920612 POOR             NGS
 BJ1515
 BJ1515                          STATION DESCRIPTION
 BJ1515
 BJ1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1515'3.05 MI S FROM MANCHAC.
 BJ1515'ABOUT 3.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1515'SOUTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, NEAR MILEPOST
 BJ1515'878, IN SECTION 28, R 8 E, T 9 S, 68 FEET SOUTH OF MILEPOST 878, 24.2
 BJ1515'FEET WEST OF THE WEST RAIL, 578 FEET SOUTH OF BENCH MARK TTS 22 L
 BJ1515'(USGS) DESCRIBED, 1 FOOT EAST OF A METAL WITNESS POST, 2 FEET BELOW
 BJ1515'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 FOOT
 BJ1515'BELOW THE LEVEL OF THE GROUND.
 BJ1515
 BJ1515                          STATION RECOVERY (1986)
 BJ1515
 BJ1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1515'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BJ1515'MARK IS NOW COVERED WHEN THE AREA WAS GRADED AND A SET OF TRACKS WERE
 BJ1515'MOVED.
 BJ1515'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 BJ1515
 BJ1515                          STATION RECOVERY (1992)
 BJ1515
 BJ1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1515'22.1 KM (13.75 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1515'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, 23.8 M (78.1 FT)
 BJ1515'SOUTHWEST OF MILEPOST 878, 8.2 M (26.9 FT) WEST OF THE NEAR RAIL, 0.8
 BJ1515'M (2.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTHWEST OF
 BJ1515'A WITNESS POST, AND THE MONUMENT PROJECTS 0.08 M (0.26 FT) ABOVE THE
 BJ1515'GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND IS LEANING TO
 BJ1515'THE WEST.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2786 ***********************************************************************
 BJ2786  DESIGNATION -  103
 BJ2786  PID         -  BJ2786
 BJ2786  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2786  USGS QUAD   -  LOTTIE (1994)
 BJ2786
 BJ2786                         *CURRENT SURVEY CONTROL
 BJ2786  ___________________________________________________________________
 BJ2786* NAD 83(1986)-  30 30 11.     (N)    091 44 16.     (W)     SCALED    
 BJ2786* NAVD 88     -         9.10   (+/-2cm)      29.9    (feet)  VERTCON   
 BJ2786  ___________________________________________________________________
 BJ2786  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2786
 BJ2786  VERT ORDER  -  ? (See Below)
 BJ2786
 BJ2786.The horizontal coordinates were scaled from a topographic map and have
 BJ2786.an estimated accuracy of +/- 6 seconds.
 BJ2786
 BJ2786.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2786.The vertical order pertains to the NGVD 29 superseded value.
 BJ2786
 BJ2786.The geoid height was determined by GEOID03.
 BJ2786
 BJ2786;                    North         East    Units  Estimated Accuracy
 BJ2786;SPC LA S     -   222,100.      961,180.      MT  (+/- 180 meters Scaled)
 BJ2786
 BJ2786                          SUPERSEDED SURVEY CONTROL
 BJ2786
 BJ2786  NGVD 29 (??/??/??)    9.115  (m)           29.90   (f) ADJUSTED    ?  
 BJ2786
 BJ2786.Superseded values are not recommended for survey control.
 BJ2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2786.See file dsdata.txt to determine how the superseded data were derived.
 BJ2786
 BJ2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP211752(NAD 83)
 BJ2786_MARKER: S = SPIKE
 BJ2786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2786_SP_SET: TREE
 BJ2786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2786
 BJ2786  HISTORY     - Date     Condition        Report By
 BJ2786  HISTORY     - UNK      MONUMENTED       DOD
 BJ2786  HISTORY     - 1933     GOOD             DOD
 BJ2786  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2786
 BJ2786                          STATION DESCRIPTION
 BJ2786
 BJ2786'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2786'2.0 MI SE FROM SHERBURNE.
 BJ2786'ABOUT 2 MILES BELOW SHERBURNE STORE P.B.M. IS 5/8 IN. G.I. BOAT SPIKE
 BJ2786'14 IN. ABOVE GROUND IN 8 IN. COTTONWOOD TREE ON LEFT BANK OF THE
 BJ2786'ATCHAFALAYA RIVER IN ST. MARTIN PARISH, LOUISIANA, ABOUT 2 MILES BELOW
 BJ2786'SHERBURNE STORE AND 72 FT. L.S. OF LEVEE STATION 2343+14.  IT IS
 BJ2786'MARKED BY A BRASS PLATE STAMPED PRE. B.M. 103, 1933.
 BJ2786
 BJ2786                          STATION RECOVERY (1964)
 BJ2786
 BJ2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1389 ***********************************************************************
 BX1389  DESIGNATION -  103 USGS
 BX1389  PID         -  BX1389
 BX1389  STATE/COUNTY-  LA/GRANT
 BX1389  USGS QUAD   -  COLFAX (1985)
 BX1389
 BX1389                         *CURRENT SURVEY CONTROL
 BX1389  ___________________________________________________________________
 BX1389* NAD 83(1986)-  31 30 59.     (N)    092 42 44.     (W)     SCALED    
 BX1389* NAVD 88     -        31.25   (+/-2cm)     102.5    (feet)  VERTCON   
 BX1389  ___________________________________________________________________
 BX1389  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1389
 BX1389  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1389
 BX1389.The horizontal coordinates were scaled from a topographic map and have
 BX1389.an estimated accuracy of +/- 6 seconds.
 BX1389
 BX1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1389.The vertical order pertains to the NGVD 29 superseded value.
 BX1389
 BX1389.The geoid height was determined by GEOID03.
 BX1389
 BX1389;                    North         East    Units  Estimated Accuracy
 BX1389;SPC LA N     -   112,710.      979,840.      MT  (+/- 180 meters Scaled)
 BX1389
 BX1389                          SUPERSEDED SURVEY CONTROL
 BX1389
 BX1389  NGVD 29 (??/??/??)   31.262  (m)          102.57   (f) ADJUSTED    1 2
 BX1389
 BX1389.Superseded values are not recommended for survey control.
 BX1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1389.See file dsdata.txt to determine how the superseded data were derived.
 BX1389
 BX1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ273868(NAD 83)
 BX1389_MARKER: DD = SURVEY DISK
 BX1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1389_SP_SET: WATER TABLE
 BX1389_STAMPING: 1 W 103 1933
 BX1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1389
 BX1389  HISTORY     - Date     Condition        Report By
 BX1389  HISTORY     - 1933     MONUMENTED       USGS
 BX1389  HISTORY     - 1950     GOOD             CGS
 BX1389  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 BX1389
 BX1389                          STATION DESCRIPTION
 BX1389
 BX1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1389'IN COLFAX.
 BX1389'AT COLFAX, SET VERTICALLY IN THE SANDSTONE WATER TABLE OF THE
 BX1389'FOUNDATION OF THE COURTHOUSE, 3 FEET WEST OF THE MAIN ENTRANCE OF THE
 BX1389'COURTHOUSE, 3 FEET ABOVE THE GROUND.
 BX1389
 BX1389                          STATION RECOVERY (1967)
 BX1389
 BX1389'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 BX1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3545 ***********************************************************************
 AU3545  DESIGNATION -  10374 RM 2
 AU3545  PID         -  AU3545
 AU3545  STATE/COUNTY-  LA/TERREBONNE
 AU3545  USGS QUAD   -  HOUMA (1980)
 AU3545
 AU3545                         *CURRENT SURVEY CONTROL
 AU3545  ___________________________________________________________________
 AU3545* NAD 83(1992)-  29 34 14.73987(N)    090 39 29.03503(W)     ADJUSTED  
 AU3545* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3545  **This station is located in a subsidence area (see below).
 AU3545  ___________________________________________________________________
 AU3545  X           -     -63,764.102 (meters)                     COMP
 AU3545  Y           -  -5,551,505.826 (meters)                     COMP
 AU3545  Z           -   3,129,067.406 (meters)                     COMP
 AU3545  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3545  ELLIP HEIGHT-         -23.43  (meters)          (11/16/93) GPS OBS
 AU3545  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU3545  DYNAMIC HT  -           1.9   (meters)       6.    (feet)  COMP
 AU3545  MODELED GRAV-     979,293.8   (mgal)                       NAVD 88
 AU3545
 AU3545  HORZ ORDER  -  SECOND
 AU3545  ELLP ORDER  -  FOURTH    CLASS II
 AU3545
 AU3545.This mark is at Houma-Terrebonne Airport (HUM)
 AU3545
 AU3545.The horizontal coordinates were established by GPS observations
 AU3545.and adjusted by the National Geodetic Survey in November 1993..
 AU3545
 AU3545 ** The orthometric height has not been validated since last determined
 AU3545 ** by differential leveling and should not be used for control purposes.
 AU3545 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3545 ** area with valid NAVD 88 orthometric heights.
 AU3545 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3545 ** epoch indicated which incorporates improved geoid heights for the
 AU3545 ** Southern Louisiana Subsidence area.
 AU3545 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3545.The orthometric height was scaled from a topographic map.
 AU3545
 AU3545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3545
 AU3545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3545
 AU3545.The ellipsoidal height was determined by GPS observations
 AU3545.and is referenced to NAD 83.
 AU3545
 AU3545.The geoid height was determined by GEOID03.
 AU3545
 AU3545.The dynamic height is computed by dividing the NAVD 88
 AU3545.geopotential number by the normal gravity value computed on the
 AU3545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3545.degrees latitude (g = 980.6199 gals.).
 AU3545
 AU3545.The modeled gravity was interpolated from observed gravity values.
 AU3545
 AU3545;                    North         East     Units Scale Factor Converg.
 AU3545;SPC LA S     -   118,881.653 1,065,429.259   MT  0.99995373   +0 20 15.5
 AU3545;SPC LA S     -   390,030.89  3,495,495.83   sFT  0.99995373   +0 20 15.5
 AU3545;UTM  15      - 3,273,512.736   726,872.535   MT  1.00023513   +1 09 22.4
 AU3545
 AU3545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3545!SPC LA S     -   1.00000368  x   0.99995373  =   0.99995741
 AU3545!UTM  15      -   1.00000368  x   1.00023513  =   1.00023881
 AU3545
 AU3545:                Primary Azimuth Mark                     Grid Az
 AU3545:SPC LA S     -  HUM D                                    341 24 30.2
 AU3545:UTM  15      -  HUM D                                    340 35 23.3
 AU3545
 AU3545|---------------------------------------------------------------------|
 AU3545| PID    Reference Object                     Distance      Geod. Az  |
 AU3545|                                                           dddmmss.s |
 AU3545| AU3544 HUM D                               435.210 METERS 3414445.7 |
 AU3545|---------------------------------------------------------------------|
 AU3545
 AU3545                          SUPERSEDED SURVEY CONTROL
 AU3545
 AU3545  NGVD 29 (11/16/93)    2.1    (m)            7.     (f) GPS OBS        
 AU3545
 AU3545.Superseded values are not recommended for survey control.
 AU3545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3545.See file dsdata.txt to determine how the superseded data were derived.
 AU3545
 AU3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2687373513(NAD 83)
 AU3545_MARKER: DD = SURVEY DISK
 AU3545_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AU3545_SP_SET: CONCRETE SLAB
 AU3545_STAMPING: JMR STA 10374 RM 2 1977
 AU3545_MARK LOGO: DMA   
 AU3545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3545+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1993
 AU3545
 AU3545  HISTORY     - Date     Condition        Report By
 AU3545  HISTORY     - 1977     MONUMENTED       DMA
 AU3545  HISTORY     - 19920615 GOOD             NGS
 AU3545  HISTORY     - 19921105 GOOD
 AU3545  HISTORY     - 19930609 GOOD             LADTD
 AU3545
 AU3545                          STATION DESCRIPTION
 AU3545
 AU3545'DESCRIBED BY DEFENSE MAP AGENCY 1977
 AU3545'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE CITY OF HOUMA AT THE
 AU3545'HOUMA TERREBONNE AIRPORT ON THE EAST SIDE OF THE AIRFIELD NEAR THE
 AU3545'MIDDLE WESTERN EDGE OF WHAT IS KNOWN AS THE EAST RAMP IN THE CONCRETE
 AU3545'SURFACE OF THE RAMP AT THE SOUTH SIDE OF THE INTERSECTION OF TAXIWAY
 AU3545'DELTA AND THE EAST RAMP.
 AU3545'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION AND
 AU3545'INSTRUCTIONS FOR ACCESSING THE CONTROLLED SURFACE AREAS OF THE
 AU3545'AIRFIELD.
 AU3545'THE STATION MARK IS DEFENSE MAPPING AGENCY BRONZE SURVEY DISK STAMPED
 AU3545'---JMR STA 10374 RM 2 1977--- ENSCRIBED WITH THE ORGANIZATION
 AU3545'---DMATC GSS--- EPOXIED IN A DRILL HOLE IN A 3 M (9.8 FT) X 5 M
 AU3545'(16.4 FT) CONCRETE SLAB SEGMENT AT A POINT NEARLY TANGENT TO THE WEST
 AU3545'EDGE OF THE RAMP AND THE SOUTH EDGE OF TAXIWAY DELTA.  IT IS ABOUT
 AU3545'800 FT (243.8 M) SOUTH OF THE NORTH EDGE OF THE RAMP 24.91 FT
 AU3545'(7.59 M) S OF THE EXTENDED CENTERLINE OF TAXIWAY DELTA, 22.64 FT
 AU3545'(6.90 M) NE OF THE EDGE OF THE CONCRETE AT THE MIDPOINT OF THE CURVE,
 AU3545'132.45 FT (40.37 M) SW OF JMR STA 10374 RM 1 SET IN A DRILL HOLE IN
 AU3545'THE CONCRETE RAMP IN LINE WITH A ROW OF RECESSED TIE DOWN PADEYES,
 AU3545'93.41 FT (28.47 M) S OF THE CENTER OF A DRILL HOLE AND EPOXY
 AU3545'IMPRESSION OF A DISK IN THE CONCRETE RAMP SURFACE.  NOTE-- THE DISKS
 AU3545'HAVE NOT BEEN COUNTERSUNK AND ARE SUBJECT TO DAMAGE.
 AU3545
 AU3545                          STATION RECOVERY (1992)
 AU3545
 AU3545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AU3545'THE STATION IS LOCATED ON THE AIRPORT IN THE EAST RAMP AREA.  IT IS
 AU3545'APPROXIMATELY 244 M (800.5 FT) SOUTH OF THE NORTH EDGE OF THE RAMP,
 AU3545'7.59 M (24.90 FT) SOUTH OF THE EXTENDED CENTERLINE OF TAXIWAY DELTA
 AU3545'AND 1.25 M (4.10 FT) EAST OF WEST EDGE OF RAMP.  THE MARK IS A DMA
 AU3545'SURVEY DISK STAMPED JMR STA 10374 RM 2 1977, INSCRIBED WITH AGENCY
 AU3545'(DMATC GSS) EPOXIED IN A DRILL HOLE, IN A CONCRETE SLAB.
 AU3545
 AU3545                          STATION RECOVERY (1992)
 AU3545
 AU3545'RECOVERED 1992
 AU3545'RECOVERED IN GOOD CONDITION.
 AU3545
 AU3545                          STATION RECOVERY (1993)
 AU3545
 AU3545'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU3545'THE STATION IS LOCATED AT THE HOUMA-TERREBONNE AIRPORT IN THE
 AU3545'SOUTHERN PART OF HOUMA SET IN THE EAST RAMP AREA AND NEAR THE
 AU3545'HAMMONDS AIR SERVICE TERMINAL.  OWNERSHIP--HOUMA-TERREBONNE AIRPORT
 AU3545'COMMISSION, STATION 1, BOX 10158, HOUMA, LOUISIANA 70363, PHONE
 AU3545'504-872-4646.  THE STATION IS 133.0 FT (40.5 M) SOUTHWEST FROM
 AU3545'REFERENCE MARK 1, 25.0 FT (7.6 M) SOUTH FROM THE EXTENDED CENTER OF
 AU3545'TAXIWAY D (DELTA), 4.3 FT (1.3 M) EAST FROM THE WEST EDGE OF THE EAST
 AU3545'RAMP AREA AND FLUSH WITH THE RAMP SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1540 ***********************************************************************
 BJ1540  DESIGNATION -  1038
 BJ1540  PID         -  BJ1540
 BJ1540  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1540  USGS QUAD   -  MANCHAC (1979)
 BJ1540
 BJ1540                         *CURRENT SURVEY CONTROL
 BJ1540  ___________________________________________________________________
 BJ1540* NAD 83(1986)-  30 22 04.     (N)    090 25 10.     (W)     SCALED    
 BJ1540* NAVD 88     -         1.291  (meters)       4.24   (feet)  ADJUSTED  
 BJ1540  ___________________________________________________________________
 BJ1540  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BJ1540  DYNAMIC HT  -           1.290 (meters)       4.23  (feet)  COMP
 BJ1540  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ1540
 BJ1540  VERT ORDER  -  FIRST     CLASS I
 BJ1540
 BJ1540.The horizontal coordinates were scaled from a topographic map and have
 BJ1540.an estimated accuracy of +/- 6 seconds.
 BJ1540
 BJ1540.The orthometric height was determined by differential leveling
 BJ1540.and adjusted by the National Geodetic Survey in February 1994..
 BJ1540
 BJ1540.The geoid height was determined by GEOID03.
 BJ1540
 BJ1540.The dynamic height is computed by dividing the NAVD 88
 BJ1540.geopotential number by the normal gravity value computed on the
 BJ1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1540.degrees latitude (g = 980.6199 gals.).
 BJ1540
 BJ1540.The modeled gravity was interpolated from observed gravity values.
 BJ1540
 BJ1540;                    North         East    Units  Estimated Accuracy
 BJ1540;SPC LA S     -   207,380.    1,087,850.      MT  (+/- 180 meters Scaled)
 BJ1540
 BJ1540                          SUPERSEDED SURVEY CONTROL
 BJ1540
 BJ1540  NAVD 88 (06/15/91)    1.367  (m)            4.48   (f) UNKNOWN     1 1
 BJ1540  NGVD 29 (??/??/??)    1.351  (m)            4.43   (f) ADJUSTED    1 1
 BJ1540
 BJ1540.Superseded values are not recommended for survey control.
 BJ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1540.See file dsdata.txt to determine how the superseded data were derived.
 BJ1540
 BJ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP480623(NAD 83)
 BJ1540_MARKER: DD = SURVEY DISK
 BJ1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1540_SP_SET: CONCRETE POST
 BJ1540_STAMPING: 1038 5.322
 BJ1540_MARK LOGO: LAGS  
 BJ1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1540+STABILITY: SURFACE MOTION
 BJ1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1540+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1540
 BJ1540  HISTORY     - Date     Condition        Report By
 BJ1540  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1540  HISTORY     - 1969     GOOD             CGS
 BJ1540  HISTORY     - 1986     GOOD             NGS
 BJ1540  HISTORY     - 19920617 GOOD             NGS
 BJ1540
 BJ1540                          STATION DESCRIPTION
 BJ1540
 BJ1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1540'5.1 MI S FROM PONCHATOULA.
 BJ1540'ABOUT 5.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1540'STATION AT PONCHATOULA, ABOUT 5.5 MILES NORTH OF THE NORTH END OF THE
 BJ1540'TRESTLE OVER PASS MANCHAC AT MANCHAC, 203 FEET NORTHEAST OF AND ACROSS
 BJ1540'THE TRACK FROM MILEPOST 869, 22 FEET EAST OF THE EAST RAIL, 5.3 FEET
 BJ1540'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN TRESTLE, 2 FEET NORTH OF
 BJ1540'A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET
 BJ1540'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF
 BJ1540'THE GROUND.  SEC 8, T 8S, R 8E.
 BJ1540
 BJ1540                          STATION RECOVERY (1986)
 BJ1540
 BJ1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1540'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE WITH THE
 BJ1540'FOLLOWING CORRECTIONS. THE TILE IS BROKEN AWAY FROM THE NORTHEAST SIDE
 BJ1540'OF THE MARK BUT IS SOLID IN PLACE.
 BJ1540
 BJ1540                          STATION RECOVERY (1992)
 BJ1540
 BJ1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1540'8.3 KM (5.15 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1540'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, 61.9 M (203.1 FT)
 BJ1540'NORTH OF MILEPOST 869, 6.9 M (22.6 FT) NORTHEAST OF THE NEAR RAIL, 1.7
 BJ1540'M (5.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD BRIDGE,
 BJ1540'0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) NORTH OF
 BJ1540'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1542 ***********************************************************************
 BJ1542  DESIGNATION -  1039
 BJ1542  PID         -  BJ1542
 BJ1542  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1542  USGS QUAD   -  PONCHATOULA (1994)
 BJ1542
 BJ1542                         *CURRENT SURVEY CONTROL
 BJ1542  ___________________________________________________________________
 BJ1542* NAD 83(1992)-  30 22 52.01113(N)    090 25 26.11760(W)     ADJUSTED  
 BJ1542* NAVD 88     -         1.182  (meters)       3.88   (feet)  ADJUSTED  
 BJ1542  ___________________________________________________________________
 BJ1542  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1542  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BJ1542  DYNAMIC HT  -           1.180 (meters)       3.87  (feet)  COMP
 BJ1542  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ1542
 BJ1542  HORZ ORDER  -  SECOND
 BJ1542  VERT ORDER  -  FIRST     CLASS I
 BJ1542
 BJ1542.The horizontal coordinates were established by classical geodetic methods
 BJ1542.and adjusted by the National Geodetic Survey in January 1993..
 BJ1542
 BJ1542.The orthometric height was determined by differential leveling
 BJ1542.and adjusted by the National Geodetic Survey in February 1994..
 BJ1542
 BJ1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1542
 BJ1542.The geoid height was determined by GEOID03.
 BJ1542
 BJ1542.The dynamic height is computed by dividing the NAVD 88
 BJ1542.geopotential number by the normal gravity value computed on the
 BJ1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1542.degrees latitude (g = 980.6199 gals.).
 BJ1542
 BJ1542.The modeled gravity was interpolated from observed gravity values.
 BJ1542
 BJ1542;                    North         East     Units Scale Factor Converg.
 BJ1542;SPC LA S     -   208,859.082 1,087,403.050   MT  0.99994769   +0 27 17.0
 BJ1542;SPC LA S     -   685,231.84  3,567,588.17   sFT  0.99994769   +0 27 17.0
 BJ1542;UTM  15      - 3,363,832.756   747,542.985   MT  1.00035603   +1 18 12.6
 BJ1542
 BJ1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1542!SPC LA S     -   1.00000403  x   0.99994769  =   0.99995172
 BJ1542!UTM  15      -   1.00000403  x   1.00035603  =   1.00036006
 BJ1542
 BJ1542:                Primary Azimuth Mark                     Grid Az
 BJ1542:SPC LA S     -  RATHBORNE                                338 43 42.5
 BJ1542:UTM  15      -  RATHBORNE                                337 52 46.9
 BJ1542
 BJ1542|---------------------------------------------------------------------|
 BJ1542| PID    Reference Object                     Distance      Geod. Az  |
 BJ1542|                                                           dddmmss.s |
 BJ1542| BJ4331 RATHBORNE                           APPROX. 0.6 KM 3391059.5 |
 BJ1542|---------------------------------------------------------------------|
 BJ1542
 BJ1542                          SUPERSEDED SURVEY CONTROL
 BJ1542
 BJ1542  NAD 83(1986)-  30 22 52.02677(N)    090 25 26.11599(W) AD(       ) 2
 BJ1542  NAD 27      -  30 22 51.32670(N)    090 25 25.80636(W) AD(       ) 2
 BJ1542  NAVD 88 (06/15/91)    1.278  (m)            4.19   (f) UNKNOWN     1 1
 BJ1542  NGVD 29 (??/??/??)    1.262  (m)            4.14   (f) ADJUSTED    1 1
 BJ1542
 BJ1542.Superseded values are not recommended for survey control.
 BJ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1542.See file dsdata.txt to determine how the superseded data were derived.
 BJ1542
 BJ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4754363833(NAD 83)
 BJ1542_MARKER: DD = SURVEY DISK
 BJ1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1542_SP_SET: CONCRETE POST
 BJ1542_STAMPING: 1039
 BJ1542_MARK LOGO: LAGS  
 BJ1542_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1542+STABILITY: SURFACE MOTION
 BJ1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1542+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1542
 BJ1542  HISTORY     - Date     Condition        Report By
 BJ1542  HISTORY     - 1939     MONUMENTED       LAGS
 BJ1542  HISTORY     - 1954     GOOD             CGS
 BJ1542  HISTORY     - 1969     GOOD             CGS
 BJ1542  HISTORY     - 1986     GOOD             NGS
 BJ1542  HISTORY     - 19920617 GOOD             NGS
 BJ1542
 BJ1542                          STATION DESCRIPTION
 BJ1542
 BJ1542'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1939 (FBQ)
 BJ1542'THE MARK IS 6.48 MILES N OF THE RAILROAD STATION IN MANCHAC,
 BJ1542'ALONG THE ILLINOIS CENTRAL RAILROAD TRACKS.  APPROXIMATELY
 BJ1542'2200 FEET S OF THE LOUISIANA CYPRESS LUMBER COMPANY, INC.,
 BJ1542'RAILROAD CROSSING.  14 FEET N OF MILEPOST NO. 44, AND 10.8 FEET
 BJ1542'W OF THE CENTER LINE OF THE SOUTH-BOUND TRACK.
 BJ1542'
 BJ1542'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY AND
 BJ1542'STATE SURVEY DISK SET IN AN 8-INCH TILE FILLED WITH CONCRETE.
 BJ1542'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 BJ1542'1039.
 BJ1542'
 BJ1542'THE ADJUSTED DISTANCE, AS MEASURED BY THE LOUISIANA GEODETIC
 BJ1542'SURVEY, FROM 1039 (U.S.C. AND G.S. AND S.S.) TO 1040 (U.S.C.
 BJ1542'AND G.S. AND S.S.) IS 5263.889 FEET.
 BJ1542'
 BJ1542'OBSERVED UPON FROM TRIANGULATION STATION RATHBORNE.
 BJ1542
 BJ1542                          STATION RECOVERY (1954)
 BJ1542
 BJ1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1542'LOCATED 6.5 MI. N OF MANCHAC, ALONG THE ILLINOIS CENTRAL
 BJ1542'RAILROAD, APPROXIMATELY 2200 FT. S OF THE LOUISIANA CYPRESS
 BJ1542'LUMBER CO. RAILROAD TRACK, 14 FT. N OF MILEPOST C 868, AND 8.6
 BJ1542'FT. W OF THE W RAIL OF THE S BOUND TRACK.  IT IS A U.S.C.
 BJ1542'AND G.S. AND STATE SURVEY STANDARD DISK, STAMPED 1039 AND
 BJ1542'SET IN THE TOP OF AN 8-IN. CONCRETE-FILLED TERRA-COTTA PIPE
 BJ1542'14 IN. BELOW THE SURFACE OF THE GROUND.
 BJ1542'
 BJ1542'THIS IS A TRAVERSE STATION.
 BJ1542
 BJ1542                          STATION RECOVERY (1969)
 BJ1542
 BJ1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BJ1542'4.15 MI S FROM PONCHATOULA.
 BJ1542'ABOUT 4.15 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1542'STATION AT PONCHATOULA, 13.5 FEET NORTH OF MILEPOST 868, 8.5 FEET WEST
 BJ1542'OF THE WEST RAIL, 2 FEET NORTH OF A METAL WITNESS POST, 2 FEET BELOW
 BJ1542'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 2 1/2
 BJ1542'FEET BELOW THE LEVEL OF THE GROUND.  SEC 5, T 8S, R 8E.
 BJ1542
 BJ1542                          STATION RECOVERY (1986)
 BJ1542
 BJ1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1542'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE WITH THE
 BJ1542'FOLLOWING CORRECTIONS.  CHANGE 13.5 FEET NORTH OF MILEPOST 868 TO 15.6
 BJ1542'FEET (4.75 METERS) NORTH OF MILEPOST 868, CHANGE 8.5 FEET WEST OF THE
 BJ1542'WEST RAIL TO 2.68 METERS (8.8 FT) WEST OF THE WEST RAIL, DELETE 2 FEET
 BJ1542'NORTH OF A METAL WITNESS POST AND CHANGE 2 1/2 FEET BELOW THE LEVEL OF
 BJ1542'THE GROUND TO RECESSED 30 CENTIMETERS.
 BJ1542
 BJ1542                          STATION RECOVERY (1992)
 BJ1542
 BJ1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1542'6.7 KM (4.15 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1542'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, 4.7 M (15.4 FT)
 BJ1542'NORTHWEST OF MILEPOST 868, 2.5 M (8.2 FT) SOUTHWEST OF THE NEAR RAIL,
 BJ1542'1.6 M (5.2 FT) NORTHEAST OF A WITNESS POST, 0.9 M (3.0 FT) BELOW THE
 BJ1542'LEVEL OF THE TRACK, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW
 BJ1542'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2316 ***********************************************************************
 BJ2316  DESIGNATION -  104
 BJ2316  PID         -  BJ2316
 BJ2316  STATE/COUNTY-  LA/ST MARTIN
 BJ2316  USGS QUAD   -  PORTAGE (1970)
 BJ2316
 BJ2316                         *CURRENT SURVEY CONTROL
 BJ2316  ___________________________________________________________________
 BJ2316* NAD 83(1986)-  30 29 28.     (N)    091 45 07.     (W)     SCALED    
 BJ2316* NAVD 88     -         9.27   (+/-2cm)      30.4    (feet)  VERTCON   
 BJ2316  ___________________________________________________________________
 BJ2316  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2316
 BJ2316  VERT ORDER  -  ? (See Below)
 BJ2316
 BJ2316.The horizontal coordinates were scaled from a topographic map and have
 BJ2316.an estimated accuracy of +/- 6 seconds.
 BJ2316
 BJ2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2316.The vertical order pertains to the NGVD 29 superseded value.
 BJ2316
 BJ2316.The geoid height was determined by GEOID03.
 BJ2316
 BJ2316;                    North         East    Units  Estimated Accuracy
 BJ2316;SPC LA S     -   220,780.      959,810.      MT  (+/- 180 meters Scaled)
 BJ2316
 BJ2316                          SUPERSEDED SURVEY CONTROL
 BJ2316
 BJ2316  NGVD 29 (??/??/??)    9.281  (m)           30.45   (f) ADJUSTED    ?  
 BJ2316
 BJ2316.Superseded values are not recommended for survey control.
 BJ2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2316.See file dsdata.txt to determine how the superseded data were derived.
 BJ2316
 BJ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP197738(NAD 83)
 BJ2316_MARKER: S = SPIKE
 BJ2316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2316_SP_SET: TREE
 BJ2316_STAMPING: PRE B.M. 104 1933
 BJ2316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2316
 BJ2316  HISTORY     - Date     Condition        Report By
 BJ2316  HISTORY     - 1933     MONUMENTED       DOD
 BJ2316  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2316
 BJ2316                          STATION DESCRIPTION
 BJ2316
 BJ2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2316'3 MI SW FROM SHERBURNE.
 BJ2316'IN SAINT MARTIN PARISH, ABOUT 3 MILES SOUTHWEST ALONG THE LEVEE FROM
 BJ2316'THE STORE AT SHERBURNE, POINTE COUPEE PARISH, IN SEC. 10, T. 7 S., R.
 BJ2316'7 E., ABOUT 1,000 FEET SOUTH OF LEVEE MILEPOST 48, AT SURVEY STATION
 BJ2316'2411+92.81, ON THE EAST BANK OF ATCHAFALAYA RIVER, 137 FEET LANDSIDE
 BJ2316'OF THE CENTER LINE OF THE LEVEE, IN THE DIAMOND BLAZE OF A 7-INCH GUM
 BJ2316'TREE WITH A BRASS PLATE STAMPED PRE B.M. 104 1933, AND ABOUT 3-1/2
 BJ2316'FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2315 ***********************************************************************
 BJ2315  DESIGNATION -  104 1933
 BJ2315  PID         -  BJ2315
 BJ2315  STATE/COUNTY-  LA/ST MARTIN
 BJ2315  USGS QUAD   -  PORTAGE (1970)
 BJ2315
 BJ2315                         *CURRENT SURVEY CONTROL
 BJ2315  ___________________________________________________________________
 BJ2315* NAD 83(1986)-  30 29 27.     (N)    091 45 08.     (W)     SCALED    
 BJ2315* NAVD 88     -         8.58   (+/-2cm)      28.1    (feet)  VERTCON   
 BJ2315  ___________________________________________________________________
 BJ2315  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2315
 BJ2315  VERT ORDER  -  ? (See Below)
 BJ2315
 BJ2315.The horizontal coordinates were scaled from a topographic map and have
 BJ2315.an estimated accuracy of +/- 6 seconds.
 BJ2315
 BJ2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2315.The vertical order pertains to the NGVD 29 superseded value.
 BJ2315
 BJ2315.The geoid height was determined by GEOID03.
 BJ2315
 BJ2315;                    North         East    Units  Estimated Accuracy
 BJ2315;SPC LA S     -   220,750.      959,790.      MT  (+/- 180 meters Scaled)
 BJ2315
 BJ2315                          SUPERSEDED SURVEY CONTROL
 BJ2315
 BJ2315  NGVD 29 (??/??/??)    8.590  (m)           28.18   (f) ADJUSTED    ?  
 BJ2315
 BJ2315.Superseded values are not recommended for survey control.
 BJ2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2315.See file dsdata.txt to determine how the superseded data were derived.
 BJ2315
 BJ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP197738(NAD 83)
 BJ2315_MARKER: S = SPIKE
 BJ2315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2315_SP_SET: TREE STUMP
 BJ2315_STAMPING: PRE B.M. 104 1933
 BJ2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2315
 BJ2315  HISTORY     - Date     Condition        Report By
 BJ2315  HISTORY     - 1933     MONUMENTED       DOD
 BJ2315  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2315
 BJ2315                          STATION DESCRIPTION
 BJ2315
 BJ2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2315'3 MI SW FROM SHERBURNE.
 BJ2315'IN SAINT MARTIN PARISH, ABOUT 3 MILES SOUTHWEST ALONG THE LEVEE FROM
 BJ2315'THE STORE AT SHERBURNE, POINTE COUPEE PARISH, ABOUT 1,000 FEET SOUTH
 BJ2315'OF LEVEE MILEPOST 48, 74 FEET LANDSIDE OF LEVEE STATION 2412+02, ON
 BJ2315'THE EAST BANK OF ATCHAFALAYA RIVER, IN SEC. 10, T. 7 S., R. 7 E., AT A
 BJ2315'SHARP ANGLE TO THE WEST IN THE LEVEE, IN THE DIAMOND BLAZE OF A
 BJ2315'24-INCH CYPRESS STUMP WITH A BRASS PLATE STAMPED PRE B.M. 104 1933,
 BJ2315'AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1458 ***********************************************************************
 CP1458  DESIGNATION -  104/C BOLT
 CP1458  PID         -  CP1458
 CP1458  STATE/COUNTY-  LA/MADISON
 CP1458  USGS QUAD   -  MOUND (1973)
 CP1458
 CP1458                         *CURRENT SURVEY CONTROL
 CP1458  ___________________________________________________________________
 CP1458* NAD 83(1986)-  32 20 44.     (N)    091 00 00.     (W)     SCALED    
 CP1458* NAVD 88     -        26.76   (+/-2cm)      87.8    (feet)  VERTCON   
 CP1458  ___________________________________________________________________
 CP1458  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1458
 CP1458  VERT ORDER  -  ? (See Below)
 CP1458
 CP1458.The horizontal coordinates were scaled from a topographic map and have
 CP1458.an estimated accuracy of +/- 6 seconds.
 CP1458
 CP1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1458.The vertical order pertains to the NGVD 29 superseded value.
 CP1458
 CP1458.The geoid height was determined by GEOID03.
 CP1458
 CP1458;                    North         East    Units  Estimated Accuracy
 CP1458;SPC LA N     -   205,610.    1,141,190.      MT  (+/- 180 meters Scaled)
 CP1458
 CP1458                          SUPERSEDED SURVEY CONTROL
 CP1458
 CP1458  NGVD 29 (??/??/92)   26.755  (m)           87.78   (f) ADJ UNCH    ?  
 CP1458
 CP1458.Superseded values are not recommended for survey control.
 CP1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1458.See file dsdata.txt to determine how the superseded data were derived.
 CP1458
 CP1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR882804(NAD 83)
 CP1458_MARKER: B = BOLT
 CP1458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1458_SP_SET: TILE
 CP1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1458
 CP1458  HISTORY     - Date     Condition        Report By
 CP1458  HISTORY     - UNK      MONUMENTED       DOD
 CP1458  HISTORY     - 1934     GOOD             DOD
 CP1458
 CP1458                          STATION DESCRIPTION
 CP1458
 CP1458'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1458'2.5 MI SE FROM DUCKPORT.
 CP1458'P.B.M. 104/C IS A TILE AND PIPE BENCH, LOCATED ON RIGHT BANK OF MISS.
 CP1458'RIVER, 2 1/2 MI. SOUTHEAST OF DUCKPORT, MADISON PARISH, LA.  2000 FEET
 CP1458'NORTHWEST OF JUNCTION OF OLD AND NEW LEVEES, 1200 FEET BACK OF TOP
 CP1458'BANK OF RIVER, 200 FEET BACK OF OLD LEVEE, ON PROPERTY OF B.F.
 CP1458'MAXWELL, 50 FEET EAST OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1457 ***********************************************************************
 CP1457  DESIGNATION -  104/C CAP
 CP1457  PID         -  CP1457
 CP1457  STATE/COUNTY-  LA/MADISON
 CP1457  USGS QUAD   -  MOUND (1973)
 CP1457
 CP1457                         *CURRENT SURVEY CONTROL
 CP1457  ___________________________________________________________________
 CP1457* NAD 83(1986)-  32 20 44.     (N)    091 00 00.     (W)     SCALED    
 CP1457* NAVD 88     -        27.97   (+/-2cm)      91.8    (feet)  VERTCON   
 CP1457  ___________________________________________________________________
 CP1457  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1457
 CP1457  VERT ORDER  -  ? (See Below)
 CP1457
 CP1457.The horizontal coordinates were scaled from a topographic map and have
 CP1457.an estimated accuracy of +/- 6 seconds.
 CP1457
 CP1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1457.The vertical order pertains to the NGVD 29 superseded value.
 CP1457
 CP1457.The geoid height was determined by GEOID03.
 CP1457
 CP1457;                    North         East    Units  Estimated Accuracy
 CP1457;SPC LA N     -   205,610.    1,141,190.      MT  (+/- 180 meters Scaled)
 CP1457
 CP1457                          SUPERSEDED SURVEY CONTROL
 CP1457
 CP1457  NGVD 29 (??/??/92)   27.973  (m)           91.77   (f) ADJ UNCH    ?  
 CP1457
 CP1457.Superseded values are not recommended for survey control.
 CP1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1457.See file dsdata.txt to determine how the superseded data were derived.
 CP1457
 CP1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR882804(NAD 83)
 CP1457_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1457
 CP1457  HISTORY     - Date     Condition        Report By
 CP1457  HISTORY     - UNK      MONUMENTED       DOD
 CP1457  HISTORY     - 1934     GOOD             DOD
 CP1457
 CP1457                          STATION DESCRIPTION
 CP1457
 CP1457'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1457'2.5 MI SE FROM DUCKPORT.
 CP1457'P.B.M. 104/C IS A TILE AND PIPE BENCH, LOCATED ON RIGHT BANK OF MISS.
 CP1457'RIVER, 2 1/2 MI. SOUTHEAST OF DUCKPORT, MADISON PARISH, LA.  2000 FEET
 CP1457'NORTHWEST OF JUNCTION OF OLD AND NEW LEVEES, 1200 FEET BACK OF TOP
 CP1457'BANK OF RIVER, 200 FEET BACK OF OLD LEVEE, ON PROPERTY OF B.F.
 CP1457'MAXWELL, 50 FEET EAST OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2319 ***********************************************************************
 BJ2319  DESIGNATION -  105
 BJ2319  PID         -  BJ2319
 BJ2319  STATE/COUNTY-  LA/ST MARTIN
 BJ2319  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2319
 BJ2319                         *CURRENT SURVEY CONTROL
 BJ2319  ___________________________________________________________________
 BJ2319* NAD 83(1986)-  30 28 47.     (N)    091 44 52.     (W)     SCALED    
 BJ2319* NAVD 88     -         8.64   (+/-2cm)      28.3    (feet)  VERTCON   
 BJ2319  ___________________________________________________________________
 BJ2319  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2319
 BJ2319  VERT ORDER  -  ? (See Below)
 BJ2319
 BJ2319.The horizontal coordinates were scaled from a topographic map and have
 BJ2319.an estimated accuracy of +/- 6 seconds.
 BJ2319
 BJ2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2319.The vertical order pertains to the NGVD 29 superseded value.
 BJ2319
 BJ2319.The geoid height was determined by GEOID03.
 BJ2319
 BJ2319;                    North         East    Units  Estimated Accuracy
 BJ2319;SPC LA S     -   219,520.      960,210.      MT  (+/- 180 meters Scaled)
 BJ2319
 BJ2319                          SUPERSEDED SURVEY CONTROL
 BJ2319
 BJ2319  NGVD 29 (??/??/??)    8.653  (m)           28.39   (f) ADJUSTED    ?  
 BJ2319
 BJ2319.Superseded values are not recommended for survey control.
 BJ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2319.See file dsdata.txt to determine how the superseded data were derived.
 BJ2319
 BJ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP201726(NAD 83)
 BJ2319_MARKER: Z = SEE DESCRIPTION
 BJ2319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2319_SP_SET: TREE
 BJ2319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2319
 BJ2319  HISTORY     - Date     Condition        Report By
 BJ2319  HISTORY     - UNK      MONUMENTED       DOD
 BJ2319  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2319
 BJ2319                          STATION DESCRIPTION
 BJ2319
 BJ2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2319'4 MI SW FROM SHERBURNE.
 BJ2319'IN SAINT MARTIN PARISH, ABOUT 4 MILES SOUTH ALONG THE LEVEE FROM THE
 BJ2319'STORE AT SHERBURNE, POINTE COUPEE PARISH, ABOUT 0.6 MILE NORTH OF THE
 BJ2319'LOWER END OF COSWELL BAYOU, 525 FEET SOUTH OF LEVEE MILEPOST 49, 133
 BJ2319'FEET LANDSIDE OF LEVEE SURVEY STATION 2458+09, ON THE EAST BANK OF
 BJ2319'ATCHAFALAYA RIVER, IN SEC. 13, T. 7 S., R. 7 E., ABOUT MIDWAY OF A
 BJ2319'LONG NORTHWEST-AND-SOUTHEAST TANGENT OF THE LEVEE, IN THE DIAMOND
 BJ2319'BLAZE OF A 5-INCH SYCAMORE TREE, AND ABOUT 2 FEET HIGHER THAN THE
 BJ2319'GROUND.  A LAG SCREW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2318 ***********************************************************************
 BJ2318  DESIGNATION -  105 1933
 BJ2318  PID         -  BJ2318
 BJ2318  STATE/COUNTY-  LA/ST MARTIN
 BJ2318  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2318
 BJ2318                         *CURRENT SURVEY CONTROL
 BJ2318  ___________________________________________________________________
 BJ2318* NAD 83(1986)-  30 28 47.     (N)    091 44 52.     (W)     SCALED    
 BJ2318* NAVD 88     -         8.29   (+/-2cm)      27.2    (feet)  VERTCON   
 BJ2318  ___________________________________________________________________
 BJ2318  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2318
 BJ2318  VERT ORDER  -  ? (See Below)
 BJ2318
 BJ2318.The horizontal coordinates were scaled from a topographic map and have
 BJ2318.an estimated accuracy of +/- 6 seconds.
 BJ2318
 BJ2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2318.The vertical order pertains to the NGVD 29 superseded value.
 BJ2318
 BJ2318.The geoid height was determined by GEOID03.
 BJ2318
 BJ2318;                    North         East    Units  Estimated Accuracy
 BJ2318;SPC LA S     -   219,520.      960,210.      MT  (+/- 180 meters Scaled)
 BJ2318
 BJ2318                          SUPERSEDED SURVEY CONTROL
 BJ2318
 BJ2318  NGVD 29 (??/??/??)    8.302  (m)           27.24   (f) ADJUSTED    ?  
 BJ2318
 BJ2318.Superseded values are not recommended for survey control.
 BJ2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2318.See file dsdata.txt to determine how the superseded data were derived.
 BJ2318
 BJ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP201726(NAD 83)
 BJ2318_MARKER: S = SPIKE
 BJ2318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2318_SP_SET: TREE
 BJ2318_STAMPING: PRE B.M. 105 1933
 BJ2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2318
 BJ2318  HISTORY     - Date     Condition        Report By
 BJ2318  HISTORY     - 1933     MONUMENTED       DOD
 BJ2318  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2318
 BJ2318                          STATION DESCRIPTION
 BJ2318
 BJ2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2318'4 MI SW FROM SHERBURNE.
 BJ2318'IN SAINT MARTIN PARISH, ABOUT 4 MILES SOUTH ALONG THE LEVEE FROM THE
 BJ2318'STORE AT SHERBURNE, POINTE COUPEE PARISH, ABOUT 0.6 MILE NORTH OF THE
 BJ2318'LOWER END OF COSWELL BAYOU, 525 FEET SOUTH OF LEVEE MILEPOST 49, 77
 BJ2318'FEET LANDSIDE OF LEVEE SURVEY STATION 2458+09, ON THE EAST BANK OF
 BJ2318'ATCHAFALAYA RIVER, IN SEC. 13, T. 7 S., R. 7 E., ABOUT MIDWAY OF A
 BJ2318'LONG NORTHWEST-AND-SOUTHEAST TANGENT OF THE LEVEE, IN THE DIAMOND
 BJ2318'BLAZE OF A 6-INCH CYPRESS TREE WITH A BRASS PLATE STAMPED PRE B.M. 105
 BJ2318'1933, AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2819 ***********************************************************************
 CP2819  DESIGNATION -  1050 MRC 1958
 CP2819  PID         -  CP2819
 CP2819  STATE/COUNTY-  LA/EAST CARROLL
 CP2819  USGS QUAD   -  MAYERSVILLE (1994)
 CP2819
 CP2819                         *CURRENT SURVEY CONTROL
 CP2819  ___________________________________________________________________
 CP2819* NAD 83(1992)-  32 53 26.56899(N)    091 05 47.98909(W)     ADJUSTED  
 CP2819* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 CP2819  ___________________________________________________________________
 CP2819  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 CP2819  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2819
 CP2819  HORZ ORDER  -  SECOND
 CP2819
 CP2819.The horizontal coordinates were established by classical geodetic methods
 CP2819.and adjusted by the National Geodetic Survey in May 1994..
 CP2819
 CP2819.The orthometric height was scaled from a topographic map.
 CP2819
 CP2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2819
 CP2819.The geoid height was determined by GEOID03.
 CP2819
 CP2819;                    North         East     Units Scale Factor Converg.
 CP2819;SPC LA N     -   265,934.758 1,131,311.785   MT  1.00005877   +0 44 31.0
 CP2819;SPC LA N     -   872,487.62  3,711,645.41   sFT  1.00005877   +0 44 31.0
 CP2819;SPC MS W     -   376,178.092   628,579.211   MT  1.00001287   -0 24 52.3
 CP2819;SPC MS W     - 1,234,177.62  2,062,263.63   sFT  1.00001287   -0 24 52.3
 CP2819;SPC AR S     -   425,223.792   484,532.308   MT  1.00011590   +0 30 20.1
 CP2819;SPC AR S     - 1,395,088.39  1,589,669.75   sFT  1.00011590   +0 30 20.1
 CP2819;UTM  15      - 3,640,777.729   678,034.169   MT  0.99999083   +1 02 01.9
 CP2819
 CP2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2819!SPC LA N     -   0.99999929  x   1.00005877  =   1.00005806
 CP2819!SPC MS W     -   0.99999929  x   1.00001287  =   1.00001216
 CP2819!SPC AR S     -   0.99999929  x   1.00011590  =   1.00011519
 CP2819!UTM  15      -   0.99999929  x   0.99999083  =   0.99999012
 CP2819
 CP2819                          SUPERSEDED SURVEY CONTROL
 CP2819
 CP2819  NAD 83(1992)-  32 53 26.57815(N)    091 05 47.98551(W) AD(       ) 2
 CP2819  NAD 83(1986)-  32 53 26.58131(N)    091 05 47.98245(W) AD(       ) 2
 CP2819  NAD 27      -  32 53 26.12220(N)    091 05 47.59590(W) AD(       ) 2
 CP2819
 CP2819.Superseded values are not recommended for survey control.
 CP2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2819.See file dsdata.txt to determine how the superseded data were derived.
 CP2819
 CP2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7803440778(NAD 83)
 CP2819_MARKER: DD = SURVEY DISK
 CP2819_SETTING: 0 = UNSPECIFIED SETTING
 CP2819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2819
 CP2819  HISTORY     - Date     Condition        Report By
 CP2819  HISTORY     - 1958     MONUMENTED       MRC
 CP2819
 CP2819                          STATION DESCRIPTION
 CP2819
 CP2819'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1958 (OSR)
 CP2819'STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHEAST OF GASSOWAY,
 CP2819'7-3/4 MILES EAST OF SHELBURN, 7-1/2 MILES NORTHEAST OF LAKE
 CP2819'PROVIDENCE AND 3/4 MILE WEST OF THE MISSISSIPPI RIVER.  IT
 CP2819'IS ON THE NORTHWEST SLOPE OF THE MISSISSIPPI RIVER LEVEE.
 CP2819'
 CP2819'IT IS A STANDARD MISSISSIPPI RIVER COMMISSION CAP BOLTED TO THE
 CP2819'TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 18 INCHES.  IT IS
 CP2819'182 METERS NORTHEAST OF A PIPELINE CROSSING THE LEVEE, 100 FEET
 CP2819'SOUTHEAST OF A LEVEE RIGHT-OF-WAY FENCE, 56 FEET SOUTHEAST OF
 CP2819'THE CENTER OF A GRAVEL ROAD AND 18 FEET NORTHWEST OF THE
 CP2819'CENTER OF THE LEVEE.
 CP2819'
 CP2819'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COTTON,
 CP2819'THE DISTANCE BEING 568.497 METERS OR (1,865.14 FT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2325 ***********************************************************************
 BJ2325  DESIGNATION -  106
 BJ2325  PID         -  BJ2325
 BJ2325  STATE/COUNTY-  LA/ST MARTIN
 BJ2325  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2325
 BJ2325                         *CURRENT SURVEY CONTROL
 BJ2325  ___________________________________________________________________
 BJ2325* NAD 83(1986)-  30 28 03.     (N)    091 44 26.     (W)     SCALED    
 BJ2325* NAVD 88     -         8.94   (+/-2cm)      29.3    (feet)  VERTCON   
 BJ2325  ___________________________________________________________________
 BJ2325  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2325
 BJ2325  VERT ORDER  -  ? (See Below)
 BJ2325
 BJ2325.The horizontal coordinates were scaled from a topographic map and have
 BJ2325.an estimated accuracy of +/- 6 seconds.
 BJ2325
 BJ2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2325.The vertical order pertains to the NGVD 29 superseded value.
 BJ2325
 BJ2325.The geoid height was determined by GEOID03.
 BJ2325
 BJ2325;                    North         East    Units  Estimated Accuracy
 BJ2325;SPC LA S     -   218,160.      960,900.      MT  (+/- 180 meters Scaled)
 BJ2325
 BJ2325                          SUPERSEDED SURVEY CONTROL
 BJ2325
 BJ2325  NGVD 29 (??/??/??)    8.950  (m)           29.36   (f) ADJUSTED    ?  
 BJ2325
 BJ2325.Superseded values are not recommended for survey control.
 BJ2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2325.See file dsdata.txt to determine how the superseded data were derived.
 BJ2325
 BJ2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP209712(NAD 83)
 BJ2325_MARKER: S = SPIKE
 BJ2325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2325_SP_SET: TREE
 BJ2325_STAMPING: PRE B.M. 106 1933
 BJ2325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2325
 BJ2325  HISTORY     - Date     Condition        Report By
 BJ2325  HISTORY     - 1933     MONUMENTED       DOD
 BJ2325  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2325
 BJ2325                          STATION DESCRIPTION
 BJ2325
 BJ2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2325'5 MI S FROM SHERBURNE.
 BJ2325'IN SAINT MARTIN PARISH, ABOUT 5 MILES SOUTH ALONG THE LEVEE FROM THE
 BJ2325'STORE AT SHERBURNE, POINTE COUPEE PARISH, IN SEC. 24, T. 7 S., R. 7
 BJ2325'E., ABOUT 1,000 FEET SOUTH OF LEVEE MILEPOST 50, 162 FEET LANDSIDE OF
 BJ2325'LEVEE STATION 2512+72, ON THE EAST BANK OF ATCHAFALAYA RIVER, ABOUT
 BJ2325'400 FEET SOUTH OF AN ANGLE IN THE LEVEE, IN THE DIAMOND BLAZE OF A
 BJ2325'12-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE B.M. 106 1933,
 BJ2325'AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2328 ***********************************************************************
 BJ2328  DESIGNATION -  107
 BJ2328  PID         -  BJ2328
 BJ2328  STATE/COUNTY-  LA/ST MARTIN
 BJ2328  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2328
 BJ2328                         *CURRENT SURVEY CONTROL
 BJ2328  ___________________________________________________________________
 BJ2328* NAD 83(1986)-  30 27 14.     (N)    091 43 47.     (W)     SCALED    
 BJ2328* NAVD 88     -         7.79   (+/-2cm)      25.6    (feet)  VERTCON   
 BJ2328  ___________________________________________________________________
 BJ2328  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2328
 BJ2328  VERT ORDER  -  ? (See Below)
 BJ2328
 BJ2328.The horizontal coordinates were scaled from a topographic map and have
 BJ2328.an estimated accuracy of +/- 6 seconds.
 BJ2328
 BJ2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2328.The vertical order pertains to the NGVD 29 superseded value.
 BJ2328
 BJ2328.The geoid height was determined by GEOID03.
 BJ2328
 BJ2328;                    North         East    Units  Estimated Accuracy
 BJ2328;SPC LA S     -   216,650.      961,930.      MT  (+/- 180 meters Scaled)
 BJ2328
 BJ2328                          SUPERSEDED SURVEY CONTROL
 BJ2328
 BJ2328  NGVD 29 (??/??/??)    7.803  (m)           25.60   (f) ADJUSTED    ?  
 BJ2328
 BJ2328.Superseded values are not recommended for survey control.
 BJ2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2328.See file dsdata.txt to determine how the superseded data were derived.
 BJ2328
 BJ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP219697(NAD 83)
 BJ2328_MARKER: S = SPIKE
 BJ2328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2328_SP_SET: TREE
 BJ2328_STAMPING: PRE B.M. 107 1933
 BJ2328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2328
 BJ2328  HISTORY     - Date     Condition        Report By
 BJ2328  HISTORY     - 1933     MONUMENTED       DOD
 BJ2328  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2328
 BJ2328                          STATION DESCRIPTION
 BJ2328
 BJ2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2328'6.5 MI S FROM SHERBURNE.
 BJ2328'IN SAINT MARTIN PARISH, ABOUT 6.5 MILES SOUTH ALONG THE LEVEE FROM THE
 BJ2328'STORE AT SHERBURNE, POINTE COUPEE PARISH, 70 FEET LANDSIDE OF LEVEE
 BJ2328'STATION 2587+43, ON THE EAST BANK OF ATCHAFALAYA RIVER, ON THE
 BJ2328'SHOULDER OF A ROAD WHERE A SMALL BAYOU IS DYKED BY THE LEVEE, ABOUT
 BJ2328'200 FEET SOUTH OF AN ANGLE IN THE LEVEE, IN THE DIAMOND BLAZE OF AN
 BJ2328'8-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE B.M. 107 1933,
 BJ2328'AND ABOUT 1 FOOT HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2329 ***********************************************************************
 BJ2329  DESIGNATION -  107 1936
 BJ2329  PID         -  BJ2329
 BJ2329  STATE/COUNTY-  LA/ST MARTIN
 BJ2329  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2329
 BJ2329                         *CURRENT SURVEY CONTROL
 BJ2329  ___________________________________________________________________
 BJ2329* NAD 83(1986)-  30 27 15.     (N)    091 43 47.     (W)     SCALED    
 BJ2329* NAVD 88     -         7.16   (+/-2cm)      23.5    (feet)  VERTCON   
 BJ2329  ___________________________________________________________________
 BJ2329  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2329
 BJ2329  VERT ORDER  -  ? (See Below)
 BJ2329
 BJ2329.The horizontal coordinates were scaled from a topographic map and have
 BJ2329.an estimated accuracy of +/- 6 seconds.
 BJ2329
 BJ2329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2329.The vertical order pertains to the NGVD 29 superseded value.
 BJ2329
 BJ2329.The geoid height was determined by GEOID03.
 BJ2329
 BJ2329;                    North         East    Units  Estimated Accuracy
 BJ2329;SPC LA S     -   216,680.      961,930.      MT  (+/- 180 meters Scaled)
 BJ2329
 BJ2329                          SUPERSEDED SURVEY CONTROL
 BJ2329
 BJ2329  NGVD 29 (??/??/??)    7.170  (m)           23.52   (f) ADJUSTED    ?  
 BJ2329
 BJ2329.Superseded values are not recommended for survey control.
 BJ2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2329.See file dsdata.txt to determine how the superseded data were derived.
 BJ2329
 BJ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP219697(NAD 83)
 BJ2329_MARKER: Z = SEE DESCRIPTION
 BJ2329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2329_SP_SET: TREE
 BJ2329_STAMPING: PRE B.M. 107 1933
 BJ2329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2329
 BJ2329  HISTORY     - Date     Condition        Report By
 BJ2329  HISTORY     - 1936     MONUMENTED       DOD
 BJ2329  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2329
 BJ2329                          STATION DESCRIPTION
 BJ2329
 BJ2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2329'6.5 MI S FROM SHERBURNE.
 BJ2329'IN SAINT MARTIN PARISH, ABOUT 6.5 MILES SOUTH ALONG THE LEVEE FROM THE
 BJ2329'STORE AT SHERBURNE, POINTE COUPEE PARISH, ABOUT 3/4 MILE SOUTHEAST OF
 BJ2329'AN ANGLE IN THE LEVEE DIRECTLY OPPOSITE THE MOUTH OF BAYOU
 BJ2329'COURTABLEAU, IN SEC. 28, T. 7 S., R. 7 E., ABOUT 0.3 MILE NORTH OF
 BJ2329'LEVEE MILEPOST 52, 130 FEET LANDSIDE OF LEVEE STATION 2587+43, ABOUT
 BJ2329'200 FEET SOUTH OF A PROMINENT ANGLE IN THE LEVEE, IN THE DIAMOND BLAZE
 BJ2329'OF AN 8-INCH WILLOW TREE WITH A BRASS PLATE STAMPED PRE B.M. 107 1933
 BJ2329'AND ABOUT 1.5 FEET HIGHER THAN THE GROUND.  A LAG SCREW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2327 ***********************************************************************
 BJ2327  DESIGNATION -  107 A
 BJ2327  PID         -  BJ2327
 BJ2327  STATE/COUNTY-  LA/ST MARTIN
 BJ2327  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2327
 BJ2327                         *CURRENT SURVEY CONTROL
 BJ2327  ___________________________________________________________________
 BJ2327* NAD 83(1986)-  30 27 14.     (N)    091 43 47.     (W)     SCALED    
 BJ2327* NAVD 88     -        11.16   (+/-2cm)      36.6    (feet)  VERTCON   
 BJ2327  ___________________________________________________________________
 BJ2327  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2327
 BJ2327  VERT ORDER  -  ? (See Below)
 BJ2327
 BJ2327.The horizontal coordinates were scaled from a topographic map and have
 BJ2327.an estimated accuracy of +/- 6 seconds.
 BJ2327
 BJ2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2327.The vertical order pertains to the NGVD 29 superseded value.
 BJ2327
 BJ2327.The geoid height was determined by GEOID03.
 BJ2327
 BJ2327;                    North         East    Units  Estimated Accuracy
 BJ2327;SPC LA S     -   216,650.      961,930.      MT  (+/- 180 meters Scaled)
 BJ2327
 BJ2327                          SUPERSEDED SURVEY CONTROL
 BJ2327
 BJ2327  NGVD 29 (??/??/??)   11.174  (m)           36.66   (f) ADJUSTED    ?  
 BJ2327
 BJ2327.Superseded values are not recommended for survey control.
 BJ2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2327.See file dsdata.txt to determine how the superseded data were derived.
 BJ2327
 BJ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP219697(NAD 83)
 BJ2327_MARKER: S = SPIKE
 BJ2327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2327_SP_SET: TREE
 BJ2327_STAMPING: PRE B.M. 107 A 1933
 BJ2327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2327
 BJ2327  HISTORY     - Date     Condition        Report By
 BJ2327  HISTORY     - 1933     MONUMENTED       DOD
 BJ2327  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2327
 BJ2327                          STATION DESCRIPTION
 BJ2327
 BJ2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2327'6.5 MI S FROM SHERBURNE.
 BJ2327'IN SAINT MARTIN PARISH, ABOUT 6.5 MILES SOUTH ALONG THE LEVEE FROM THE
 BJ2327'STORE AT SHERBURNE, POINTE COUPEE PARISH, 95 FEET LANDSIDE OF LEVEE
 BJ2327'STATION 2587+27, ON THE EAST BANK OF ATCHAFALAYA RIVER, ON THE
 BJ2327'UPSTREAM SIDE OF A SMALL BAYOU, 16 FEET NORTH OF P.B.M. 107 (U.S.E.),
 BJ2327'DESCRIBED BELOW, IN A 12-INCH WILLOW TREE WITH A BRASS PLATE STAMPED
 BJ2327'PRE B.M. 107 A 1933, AND ABOUT 15 FEET HIGHER THAN THE GROUND.  A
 BJ2327'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0223 ***********************************************************************
 CQ0223  DESIGNATION -  1073+88 MPRR
 CQ0223  PID         -  CQ0223
 CQ0223  STATE/COUNTY-  LA/UNION
 CQ0223  USGS QUAD   -  DE LOUTRE (1988)
 CQ0223
 CQ0223                         *CURRENT SURVEY CONTROL
 CQ0223  ___________________________________________________________________
 CQ0223* NAD 83(1986)-  32 49 55.     (N)    092 18 39.     (W)     SCALED    
 CQ0223* NAVD 88     -        29.777  (meters)      97.69   (feet)  ADJUSTED  
 CQ0223  ___________________________________________________________________
 CQ0223  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ0223  DYNAMIC HT  -          29.744 (meters)      97.59  (feet)  COMP
 CQ0223  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 CQ0223
 CQ0223  VERT ORDER  -  SECOND    CLASS 0
 CQ0223
 CQ0223.The horizontal coordinates were scaled from a topographic map and have
 CQ0223.an estimated accuracy of +/- 6 seconds.
 CQ0223
 CQ0223.The orthometric height was determined by differential leveling
 CQ0223.and adjusted by the National Geodetic Survey in June 1991..
 CQ0223
 CQ0223.The geoid height was determined by GEOID03.
 CQ0223
 CQ0223.The dynamic height is computed by dividing the NAVD 88
 CQ0223.geopotential number by the normal gravity value computed on the
 CQ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0223.degrees latitude (g = 980.6199 gals.).
 CQ0223
 CQ0223.The modeled gravity was interpolated from observed gravity values.
 CQ0223
 CQ0223;                    North         East    Units  Estimated Accuracy
 CQ0223;SPC LA N     -   258,580.    1,017,710.      MT  (+/- 180 meters Scaled)
 CQ0223
 CQ0223                          SUPERSEDED SURVEY CONTROL
 CQ0223
 CQ0223  NGVD 29 (??/??/??)   29.876  (m)           98.02   (f) ADJUSTED    2 0
 CQ0223
 CQ0223.Superseded values are not recommended for survey control.
 CQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0223.See file dsdata.txt to determine how the superseded data were derived.
 CQ0223
 CQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS645328(NAD 83)
 CQ0223_MARKER: Z = SEE DESCRIPTION
 CQ0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0223_SP_SET: RAIL
 CQ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0223
 CQ0223  HISTORY     - Date     Condition        Report By
 CQ0223  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0223  HISTORY     - 1934     GOOD             CGS
 CQ0223
 CQ0223                          STATION DESCRIPTION
 CQ0223
 CQ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0223'6.6 MI SW FROM MARION.
 CQ0223'6.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0223'STATION AT MARION, UNION PARISH, OPPOSITE MILEPOST 545, AND 8 FEET
 CQ0223'NORTH OF THE CENTERLINE OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0683 ***********************************************************************
 CP0683  DESIGNATION -  107/4
 CP0683  PID         -  CP0683
 CP0683  STATE/COUNTY-  LA/MADISON
 CP0683  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0683
 CP0683                         *CURRENT SURVEY CONTROL
 CP0683  ___________________________________________________________________
 CP0683* NAD 83(1986)-  32 19 43.     (N)    090 56 48.     (W)     SCALED    
 CP0683* NAVD 88     -        27.73   (+/-2cm)      91.0    (feet)  VERTCON   
 CP0683  ___________________________________________________________________
 CP0683  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0683
 CP0683  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0683
 CP0683.The horizontal coordinates were scaled from a topographic map and have
 CP0683.an estimated accuracy of +/- 6 seconds.
 CP0683
 CP0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0683.The vertical order pertains to the NGVD 29 superseded value.
 CP0683
 CP0683.The geoid height was determined by GEOID03.
 CP0683
 CP0683;                    North         East    Units  Estimated Accuracy
 CP0683;SPC LA N     -   203,800.    1,146,240.      MT  (+/- 180 meters Scaled)
 CP0683
 CP0683                          SUPERSEDED SURVEY CONTROL
 CP0683
 CP0683  NGVD 29 (??/??/92)   27.742  (m)           91.02   (f) ADJ UNCH    1 2
 CP0683
 CP0683.Superseded values are not recommended for survey control.
 CP0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0683.See file dsdata.txt to determine how the superseded data were derived.
 CP0683
 CP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR932787(NAD 83)
 CP0683_MARKER: B = BOLT
 CP0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0683_SP_SET: STONE
 CP0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0683+STABILITY: SURFACE MOTION
 CP0683
 CP0683  HISTORY     - Date     Condition        Report By
 CP0683  HISTORY     - UNK      MONUMENTED       DOD
 CP0683  HISTORY     - 1934     GOOD             DOD
 CP0683
 CP0683                          STATION DESCRIPTION
 CP0683
 CP0683'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0683'1.12 MI W FROM DELTA POINT.
 CP0683'ABOUT 1-1/8 MILES WEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0683'MADISON PARISH, ABOUT 2 MILES ABOVE THE YAZOO AND MISSISSIPPI VALLEY
 CP0683'RAILROAD INCLINE, ON THE ELMWOOD PLANTATION, ABOUT 2,000 FEET NORTH OF
 CP0683'THE TRACK, ABOUT 1,245 FEET SOUTH OF THE LEVEE AT A POINT ABOUT 1,805
 CP0683'FEET ABOVE GRANTS CANAL, ABOUT 1,755 FEET FROM THE MOUNT PLEASANT
 CP0683'CHURCH, ABOUT 975 FEET LANDSIDE OF THE LANDSIDE TOE OF THE LEVEE RAMP,
 CP0683'ABOUT 560 FEET FROM THE FIRST POLE IN A GROUP OF THREE AT AN ANGLE IN
 CP0683'A ROW OF POWER-TRANSMISSION POLES, ABOUT 140 FEET SOUTHWEST OF THE
 CP0683'UPPER CORNER OF A HOUSE, ABOUT 210 FEET SOUTHWEST OF A BLAZED 30-INCH
 CP0683'PECAN TREE, ABOUT 195 FEET SOUTHWEST OF A BLAZED 28-INCH PECAN TREE,
 CP0683'ABOUT 170 FEET SOUTH OF THE CROSSING OF FIELD ROADS, ABOUT 100 FEET
 CP0683'SOUTHWEST OF A BLAZED 30-INCH PIN OAK TREE, ABOUT 40 FEET NORTHWEST OF
 CP0683'A WELL PUMP, 15 FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET WEST OF A
 CP0683'FENCE.  A COPPER BOLT IN THE TOP OF A STONE POST, STAMPED U.S. AND
 CP0683'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2330 ***********************************************************************
 BJ2330  DESIGNATION -  108 1933
 BJ2330  PID         -  BJ2330
 BJ2330  STATE/COUNTY-  LA/ST MARTIN
 BJ2330  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2330
 BJ2330                         *CURRENT SURVEY CONTROL
 BJ2330  ___________________________________________________________________
 BJ2330* NAD 83(1986)-  30 26 46.     (N)    091 42 53.     (W)     SCALED    
 BJ2330* NAVD 88     -         7.82   (+/-2cm)      25.7    (feet)  VERTCON   
 BJ2330  ___________________________________________________________________
 BJ2330  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2330
 BJ2330  VERT ORDER  -  ? (See Below)
 BJ2330
 BJ2330.The horizontal coordinates were scaled from a topographic map and have
 BJ2330.an estimated accuracy of +/- 6 seconds.
 BJ2330
 BJ2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2330.The vertical order pertains to the NGVD 29 superseded value.
 BJ2330
 BJ2330.The geoid height was determined by GEOID03.
 BJ2330
 BJ2330;                    North         East    Units  Estimated Accuracy
 BJ2330;SPC LA S     -   215,780.      963,370.      MT  (+/- 180 meters Scaled)
 BJ2330
 BJ2330                          SUPERSEDED SURVEY CONTROL
 BJ2330
 BJ2330  NGVD 29 (??/??/??)    7.830  (m)           25.69   (f) ADJUSTED    ?  
 BJ2330
 BJ2330.Superseded values are not recommended for survey control.
 BJ2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2330.See file dsdata.txt to determine how the superseded data were derived.
 BJ2330
 BJ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP234689(NAD 83)
 BJ2330_MARKER: S = SPIKE
 BJ2330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2330_SP_SET: TREE
 BJ2330_STAMPING: PRE B.M. 108 1933
 BJ2330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2330
 BJ2330  HISTORY     - Date     Condition        Report By
 BJ2330  HISTORY     - 1933     MONUMENTED       DOD
 BJ2330  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2330
 BJ2330                          STATION DESCRIPTION
 BJ2330
 BJ2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2330'8 MI S FROM SHERBURNE.
 BJ2330'IN SAINT MARTIN PARISH, ABOUT 8 MILES SOUTH ALONG THE LEVEE FROM THE
 BJ2330'STORE AT SHERBURNE, POINTE COUPEE PARISH, ON THE EAST BANK OF
 BJ2330'ATCHAFALAYA RIVER, IN SEC. 33, T. 7 S., R. 7 E., AT LEVEE MILEPOST 53,
 BJ2330'78 FEET LANDSIDE OF LEVEE STATION 2647+43, ON THE UPPER SIDE OF A
 BJ2330'SLOUGH DYKED BY THE LEVEE, ABOUT 500 FEET NORTH OF A PROMINENT ANGLE
 BJ2330'IN THE LEVEE, 30 FEET LANDSIDE OF THE CENTER LINE OF A DIRT ROAD
 BJ2330'PARALLELING THE LEVEE, IN THE DIAMOND BLAZE OF AN 8-INCH COTTONWOOD
 BJ2330'TREE WITH A BRASS PLATE STAMPED PRE B.M. 108 1933, AND ABOUT 1 FOOT
 BJ2330'HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2331 ***********************************************************************
 BJ2331  DESIGNATION -  108 1936
 BJ2331  PID         -  BJ2331
 BJ2331  STATE/COUNTY-  LA/ST MARTIN
 BJ2331  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2331
 BJ2331                         *CURRENT SURVEY CONTROL
 BJ2331  ___________________________________________________________________
 BJ2331* NAD 83(1986)-  30 26 46.     (N)    091 42 52.     (W)     SCALED    
 BJ2331* NAVD 88     -         7.75   (+/-2cm)      25.4    (feet)  VERTCON   
 BJ2331  ___________________________________________________________________
 BJ2331  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2331
 BJ2331  VERT ORDER  -  ? (See Below)
 BJ2331
 BJ2331.The horizontal coordinates were scaled from a topographic map and have
 BJ2331.an estimated accuracy of +/- 6 seconds.
 BJ2331
 BJ2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2331.The vertical order pertains to the NGVD 29 superseded value.
 BJ2331
 BJ2331.The geoid height was determined by GEOID03.
 BJ2331
 BJ2331;                    North         East    Units  Estimated Accuracy
 BJ2331;SPC LA S     -   215,780.      963,400.      MT  (+/- 180 meters Scaled)
 BJ2331
 BJ2331                          SUPERSEDED SURVEY CONTROL
 BJ2331
 BJ2331  NGVD 29 (??/??/??)    7.760  (m)           25.46   (f) ADJUSTED    ?  
 BJ2331
 BJ2331.Superseded values are not recommended for survey control.
 BJ2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2331.See file dsdata.txt to determine how the superseded data were derived.
 BJ2331
 BJ2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP234689(NAD 83)
 BJ2331_MARKER: Z = SEE DESCRIPTION
 BJ2331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2331_SP_SET: TREE
 BJ2331_STAMPING: PRE B.M. 108 1933
 BJ2331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2331
 BJ2331  HISTORY     - Date     Condition        Report By
 BJ2331  HISTORY     - 1936     MONUMENTED       DOD
 BJ2331  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2331
 BJ2331                          STATION DESCRIPTION
 BJ2331
 BJ2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2331'8 MI S FROM SHERBURNE.
 BJ2331'IN SAINT MARTIN PARISH, ABOUT 8 MILES SOUTH ALONG THE LEVEE FROM THE
 BJ2331'STORE AT SHERBURNE, POINTE COUPEE PARISH, ABOUT 2 MILES SOUTH OF A
 BJ2331'PROMINENT ANGLE IN THE LEVEE DIRECTLY OPPOSITE THE MOUTH OF BAYOU
 BJ2331'COURTABLEAU, AT LEVEE MILEPOST 53, 122 FEET LANDSIDE OF LEVEE STATION
 BJ2331'2647+72, ON THE EAST BANK OF ATCHAFALAYA RIVER, IN SEC. 33, T. 7 S.,
 BJ2331'R. 7 E., ON THE LOWER SIDE OF A SLOUGH DYKED BY THE LEVEE, ABOUT 500
 BJ2331'FEET NORTH OF AN ANGLE IN THE LEVEE, IN THE DIAMOND BLAZE OF A 10-INCH
 BJ2331'COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE B.M. 108 1933, AND
 BJ2331'ABOUT 1.4 FEET HIGHER THAN THE GROUND.  A LAG SCREW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2335 ***********************************************************************
 BJ2335  DESIGNATION -  109
 BJ2335  PID         -  BJ2335
 BJ2335  STATE/COUNTY-  LA/ST MARTIN
 BJ2335  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2335
 BJ2335                         *CURRENT SURVEY CONTROL
 BJ2335  ___________________________________________________________________
 BJ2335* NAD 83(1986)-  30 25 42.     (N)    091 42 26.     (W)     SCALED    
 BJ2335* NAVD 88     -         7.75   (+/-2cm)      25.4    (feet)  VERTCON   
 BJ2335  ___________________________________________________________________
 BJ2335  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2335
 BJ2335  VERT ORDER  -  ? (See Below)
 BJ2335
 BJ2335.The horizontal coordinates were scaled from a topographic map and have
 BJ2335.an estimated accuracy of +/- 6 seconds.
 BJ2335
 BJ2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2335.The vertical order pertains to the NGVD 29 superseded value.
 BJ2335
 BJ2335.The geoid height was determined by GEOID03.
 BJ2335
 BJ2335;                    North         East    Units  Estimated Accuracy
 BJ2335;SPC LA S     -   213,810.      964,080.      MT  (+/- 180 meters Scaled)
 BJ2335
 BJ2335                          SUPERSEDED SURVEY CONTROL
 BJ2335
 BJ2335  NGVD 29 (??/??/??)    7.765  (m)           25.48   (f) ADJUSTED    ?  
 BJ2335
 BJ2335.Superseded values are not recommended for survey control.
 BJ2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2335.See file dsdata.txt to determine how the superseded data were derived.
 BJ2335
 BJ2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP241669(NAD 83)
 BJ2335_MARKER: Z = SEE DESCRIPTION
 BJ2335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2335_SP_SET: TREE
 BJ2335_STAMPING: PRE B.M. 109 1933
 BJ2335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2335
 BJ2335  HISTORY     - Date     Condition        Report By
 BJ2335  HISTORY     - 1933     MONUMENTED       DOD
 BJ2335  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2335
 BJ2335                          STATION DESCRIPTION
 BJ2335
 BJ2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2335'9.5 MI S FROM SHERBURNE.
 BJ2335'IN SAINT MARTIN PARISH, ABOUT 9-1/2 MILES SOUTH ALONG THE LEVEE FROM
 BJ2335'THE STORE AT SHERBURNE, POINTE COUPEE PARISH, ABOUT 3-1/4 MILES SOUTH
 BJ2335'OF A PROMINENT ANGLE IN THE LEVEE OPPOSITE THE MOUTH OF BAYOU
 BJ2335'COURTABLEAU, ABOUT 2-3/4 MILES NORTH OF THE MOUTH OF ALABAMA BAYOU,
 BJ2335'ABOUT 1 MILE NORTH OF THE END OF THE LEVEE, IN SEC. 37, T. 7 S., R. 7
 BJ2335'E., ABOUT 1,400 FEET SOUTH OF LEVEE MILEPOST 54, 113 FEET LANDSIDE OF
 BJ2335'LEVEE STATION 2716+51, ON THE EAST BANK OF ATCHAFALAYA RIVER, IN THE
 BJ2335'DIAMOND BLAZE OF AN 8-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED
 BJ2335'PRE B.M. 109 1933, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A LAG
 BJ2335'SCREW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2334 ***********************************************************************
 BJ2334  DESIGNATION -  109 1933
 BJ2334  PID         -  BJ2334
 BJ2334  STATE/COUNTY-  LA/ST MARTIN
 BJ2334  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2334
 BJ2334                         *CURRENT SURVEY CONTROL
 BJ2334  ___________________________________________________________________
 BJ2334* NAD 83(1986)-  30 25 42.     (N)    091 42 27.     (W)     SCALED    
 BJ2334* NAVD 88     -         7.61   (+/-2cm)      25.0    (feet)  VERTCON   
 BJ2334  ___________________________________________________________________
 BJ2334  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2334
 BJ2334  VERT ORDER  -  ? (See Below)
 BJ2334
 BJ2334.The horizontal coordinates were scaled from a topographic map and have
 BJ2334.an estimated accuracy of +/- 6 seconds.
 BJ2334
 BJ2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2334.The vertical order pertains to the NGVD 29 superseded value.
 BJ2334
 BJ2334.The geoid height was determined by GEOID03.
 BJ2334
 BJ2334;                    North         East    Units  Estimated Accuracy
 BJ2334;SPC LA S     -   213,810.      964,060.      MT  (+/- 180 meters Scaled)
 BJ2334
 BJ2334                          SUPERSEDED SURVEY CONTROL
 BJ2334
 BJ2334  NGVD 29 (??/??/??)    7.623  (m)           25.01   (f) ADJUSTED    ?  
 BJ2334
 BJ2334.Superseded values are not recommended for survey control.
 BJ2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2334.See file dsdata.txt to determine how the superseded data were derived.
 BJ2334
 BJ2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP241669(NAD 83)
 BJ2334_MARKER: S = SPIKE
 BJ2334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2334_SP_SET: TREE
 BJ2334_STAMPING: PRE B.M. 109 1933
 BJ2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2334
 BJ2334  HISTORY     - Date     Condition        Report By
 BJ2334  HISTORY     - 1933     MONUMENTED       DOD
 BJ2334  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2334
 BJ2334                          STATION DESCRIPTION
 BJ2334
 BJ2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2334'9.5 MI S FROM SHERBURNE.
 BJ2334'IN SAINT MARTIN PARISH, ABOUT 9-1/2 MILES SOUTH ALONG THE LEVEE FROM
 BJ2334'THE STORE AT SHERBURNE, POINTE COUPEE PARISH, 84 FEET LANDSIDE OF
 BJ2334'LEVEE STATION 2716+51, ON THE EAST BANK OF ATCHAFALAYA RIVER, ON THE
 BJ2334'DOWNSTREAM BANK OF A SMALL BAYOU, ABOUT 100 FEET SOUTH OF AN ANGLE IN
 BJ2334'THE LEVEE, IN THE DIAMOND BLAZE OF AN 8-INCH COTTONWOOD TREE WITH A
 BJ2334'BRASS PLATE STAMPED PRE B.M. 109 1933, AND ABOUT 1 FOOT HIGHER THAN
 BJ2334'THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0726 ***********************************************************************
 CP0726  DESIGNATION -  109 D BOLT=LIMIT BOLT
 CP0726  PID         -  CP0726
 CP0726  STATE/COUNTY-  LA/MADISON
 CP0726  USGS QUAD   -  YOKENA (1973)
 CP0726
 CP0726                         *CURRENT SURVEY CONTROL
 CP0726  ___________________________________________________________________
 CP0726* NAD 83(1986)-  32 14 40.     (N)    090 59 32.     (W)     SCALED    
 CP0726* NAVD 88     -        23.99   (+/-2cm)      78.7    (feet)  VERTCON   
 CP0726  ___________________________________________________________________
 CP0726  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0726
 CP0726  VERT ORDER  -  ? (See Below)
 CP0726
 CP0726.The horizontal coordinates were scaled from a topographic map and have
 CP0726.an estimated accuracy of +/- 6 seconds.
 CP0726
 CP0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0726.The vertical order pertains to the NGVD 29 superseded value.
 CP0726
 CP0726.The geoid height was determined by GEOID03.
 CP0726
 CP0726;                    North         East    Units  Estimated Accuracy
 CP0726;SPC LA N     -   194,410.    1,142,080.      MT  (+/- 180 meters Scaled)
 CP0726
 CP0726                          SUPERSEDED SURVEY CONTROL
 CP0726
 CP0726  NGVD 29 (??/??/92)   24.016  (m)           78.79   (f) ADJ UNCH    ?  
 CP0726
 CP0726.Superseded values are not recommended for survey control.
 CP0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0726.See file dsdata.txt to determine how the superseded data were derived.
 CP0726
 CP0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR891693(NAD 83)
 CP0726_MARKER: B = BOLT
 CP0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0726_SP_SET: STONE
 CP0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0726+STABILITY: SURFACE MOTION
 CP0726
 CP0726  HISTORY     - Date     Condition        Report By
 CP0726  HISTORY     - UNK      MONUMENTED       DOD
 CP0726  HISTORY     - 1934     GOOD             DOD
 CP0726
 CP0726                          STATION DESCRIPTION
 CP0726
 CP0726'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0726'7.5 MI SW FROM DELTA POINT.
 CP0726'ABOUT 7.5 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0726'DELTA), MADISON PARISH, ABOUT 1 MILE BELOW THE REID BEDFORD REVETMENT,
 CP0726'OPPOSITE THE FOOT OF RACETRACK TOWHEAD, ABOUT 1,300 FEET BELOW A
 CP0726'PROMINENT ANGLE IN THE NEW LEVEE (BOUNDARY LINE BETWEEN THE VICKSBURG
 CP0726'AND SECOND NEW ORLEANS ENGINEER DISTRICTS), ABOUT 900 FEET NORTHEAST
 CP0726'OF A CABIN, ABOUT 300 FEET BACK OF THE CROWN OF THE LEVEE, IN AN OLD
 CP0726'FIELD, AND AT TWO LARGE BLAZED TREES.  A COPPER BOLT, SET IN THE TOP
 CP0726'OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 CP0726'AN IRON PIPE PROJECTING ABOUT 15 INCHES ABOVE GROUND AND BEARING A
 CP0726'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0725 ***********************************************************************
 CP0725  DESIGNATION -  109 D CAP=LIMIT CAP
 CP0725  PID         -  CP0725
 CP0725  STATE/COUNTY-  LA/MADISON
 CP0725  USGS QUAD   -  YOKENA (1973)
 CP0725
 CP0725                         *CURRENT SURVEY CONTROL
 CP0725  ___________________________________________________________________
 CP0725* NAD 83(1986)-  32 14 40.     (N)    090 59 32.     (W)     SCALED    
 CP0725* NAVD 88     -        25.20   (+/-2cm)      82.7    (feet)  VERTCON   
 CP0725  ___________________________________________________________________
 CP0725  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0725
 CP0725  VERT ORDER  -  ? (See Below)
 CP0725
 CP0725.The horizontal coordinates were scaled from a topographic map and have
 CP0725.an estimated accuracy of +/- 6 seconds.
 CP0725
 CP0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0725.The vertical order pertains to the NGVD 29 superseded value.
 CP0725
 CP0725.The geoid height was determined by GEOID03.
 CP0725
 CP0725;                    North         East    Units  Estimated Accuracy
 CP0725;SPC LA N     -   194,410.    1,142,080.      MT  (+/- 180 meters Scaled)
 CP0725
 CP0725                          SUPERSEDED SURVEY CONTROL
 CP0725
 CP0725  NGVD 29 (??/??/92)   25.230  (m)           82.78   (f) ADJ UNCH    ?  
 CP0725
 CP0725.Superseded values are not recommended for survey control.
 CP0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0725.See file dsdata.txt to determine how the superseded data were derived.
 CP0725
 CP0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR891693(NAD 83)
 CP0725_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0725_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0725_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0725
 CP0725  HISTORY     - Date     Condition        Report By
 CP0725  HISTORY     - UNK      MONUMENTED       DOD
 CP0725  HISTORY     - 1934     GOOD             DOD
 CP0725
 CP0725                          STATION DESCRIPTION
 CP0725
 CP0725'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0725'7.5 MI SW FROM DELTA POINT.
 CP0725'ABOUT 7.5 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0725'DELTA), MADISON PARISH, ABOUT 1 MILE BELOW THE REID BEDFORD REVETMENT,
 CP0725'OPPOSITE THE FOOT OF RACETRACK TOWHEAD, ABOUT 1,300 FEET BELOW A
 CP0725'PROMINENT ANGLE IN THE NEW LEVEE (BOUNDARY LINE BETWEEN THE VICKSBURG
 CP0725'AND SECOND NEW ORLEANS ENGINEER DISTRICTS), ABOUT 900 FEET NORTHEAST
 CP0725'OF A CABIN, ABOUT 300 FEET BACK OF THE CROWN OF THE LEVEE, IN AN OLD
 CP0725'FIELD, AND AT TWO LARGE BLAZED TREES.  AN IRON PIPE PROJECTING ABOUT
 CP0725'15 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CP0725'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3100 ***********************************************************************
 BK3100  DESIGNATION -  10A001
 BK3100  PID         -  BK3100
 BK3100  STATE/COUNTY-  LA/CALCASIEU
 BK3100  USGS QUAD   -  IOWA (1994)
 BK3100
 BK3100                         *CURRENT SURVEY CONTROL
 BK3100  ___________________________________________________________________
 BK3100* NAD 83(1992)-  30 14 52.40485(N)    093 05 51.09782(W)     ADJUSTED  
 BK3100* NAVD 88     -        11.5  **(meters)      38.   **(feet)  GPS OBS   
 BK3100  **This station is located in a subsidence area (see below).
 BK3100  ___________________________________________________________________
 BK3100  X           -    -297,977.345 (meters)                     COMP
 BK3100  Y           -  -5,506,394.983 (meters)                     COMP
 BK3100  Z           -   3,194,134.091 (meters)                     COMP
 BK3100  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BK3100  ELLIP HEIGHT-         -15.91  (meters)          (02/20/02) GPS OBS
 BK3100  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3100
 BK3100  HORZ ORDER  -  FIRST
 BK3100  ELLP ORDER  -  FOURTH    CLASS I
 BK3100
 BK3100.The horizontal coordinates were established by GPS observations
 BK3100.and adjusted by the National Geodetic Survey in January 1995..
 BK3100
 BK3100 ** The orthometric height has not been validated since last determined
 BK3100 ** by differential leveling and should not be used for control purposes.
 BK3100 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3100 ** area with valid NAVD 88 orthometric heights.
 BK3100 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3100 ** epoch indicated which incorporates improved geoid heights for the
 BK3100 ** Southern Louisiana Subsidence area.
 BK3100 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3100.The orthometric height was determined by GPS observations and a
 BK3100.high-resolution geoid model.
 BK3100
 BK3100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3100
 BK3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3100
 BK3100.The ellipsoidal height was determined by GPS observations
 BK3100.and is referenced to NAD 83.
 BK3100
 BK3100.The geoid height was determined by GEOID03.
 BK3100
 BK3100;                    North         East     Units Scale Factor Converg.
 BK3100;SPC LA S     -   195,051.181   830,221.891   MT  0.99993500   -0 52 55.6
 BK3100;SPC LA S     -   639,930.42  2,723,819.65   sFT  0.99993500   -0 52 55.6
 BK3100;UTM  15      - 3,346,258.140   490,617.193   MT  0.99960109   -0 02 56.9
 BK3100
 BK3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3100!SPC LA S     -   1.00000250  x   0.99993500  =   0.99993750
 BK3100!UTM  15      -   1.00000250  x   0.99960109  =   0.99960359
 BK3100
 BK3100:                Primary Azimuth Mark                     Grid Az
 BK3100:SPC LA S     -  10D012 LADH 1965                         266 33 33.8
 BK3100:UTM  15      -  10D012 LADH 1965                         265 43 35.1
 BK3100
 BK3100|---------------------------------------------------------------------|
 BK3100| PID    Reference Object                     Distance      Geod. Az  |
 BK3100|                                                           dddmmss.s |
 BK3100| BK3088 10D012 LADH 1965                    APPROX. 1.9 KM 2654038.2 |
 BK3100|---------------------------------------------------------------------|
 BK3100
 BK3100                          SUPERSEDED SURVEY CONTROL
 BK3100
 BK3100  ELLIP H (01/13/95)  -15.82   (m)                       GP(       ) 3 2
 BK3100  NAD 83(1992)-  30 14 52.40765(N)    093 05 51.09428(W) AD(       ) 2
 BK3100  NAD 83(1986)-  30 14 52.42877(N)    093 05 51.08746(W) AD(       ) 2
 BK3100  NAD 27      -  30 14 51.68488(N)    093 05 50.54111(W) AD(       ) 2
 BK3100  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 BK3100
 BK3100.Superseded values are not recommended for survey control.
 BK3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3100.See file dsdata.txt to determine how the superseded data were derived.
 BK3100
 BK3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9061746258(NAD 83)
 BK3100_MARKER: DD = SURVEY DISK
 BK3100_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK3100_SP_SET: CAP SET IN ROADWAY OF OVERPASS
 BK3100_STAMPING: 10A001
 BK3100_MARK LOGO: LADHGS
 BK3100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3100+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 BK3100
 BK3100  HISTORY     - Date     Condition        Report By
 BK3100  HISTORY     - 1965     MONUMENTED       LADH
 BK3100  HISTORY     - 19910104 GOOD             VFM
 BK3100  HISTORY     - 20060322 GOOD             USPSQD
 BK3100
 BK3100                          STATION DESCRIPTION
 BK3100
 BK3100'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3100'STATION IS SET IN NORTHWEST CORNER OF OVERPASS ON LA. HIGHWAY
 BK3100'27 AND IS MARKED BY A STANDARD BRONZE DISK SET IN ROADWAY OF
 BK3100'OVERPASS, IN THE ABUTMENT, 3 FEET FROM THE CURB.  STATION IS
 BK3100'STAMPED 10A001.  TO REACH THIS STATION FROM THE ST. RAPHAEL
 BK3100'CATHOLIC CHURCH IN IOWA, FOLLOW LA. 383 NORTH FOR 0.90 MILE,
 BK3100'THENCE WEST ALONG INTERSTATE I-10 FOR 5.23 MILES TO STATION
 BK3100'IN OVERPASS.
 BK3100'
 BK3100'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3100
 BK3100                          STATION RECOVERY (1991)
 BK3100
 BK3100'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3100'A REVISED DESCRIPTION FOLLOWS STATION IS LOCATED APPROXIMATELY 8 MILES
 BK3100'(12.9 KM) EAST NORTHEAST OF LAKE CHARLES, LA. ON OVERPASS OVER I-10.
 BK3100'TO REACH FROM THE INTERSECTION OF I-10 AND CHLOE EXIT (EXIT NO. 36),
 BK3100'GO NORTH ON PUJOL ROAD FOR 1.1 MILES (1.8 KM) TO MARK LEBLEU ROAD ON
 BK3100'RIGHT, TURN RIGHT AND GO 2.0 MILES (3.2 KM) TO HUNGERFORD ROAD ON
 BK3100'RIGHT, TURN RIGHT AND GO 0.9 MILES (1.4 KM) TO OVERPASS OVER I-10 AND
 BK3100'MARK ON RIGHT AT NORTH END OF OVERPASS. STATION MARK IS A STANDARD
 BK3100'BRONZE DISK SET IN ROADWAY OF OVERPASS AT THE NORTHWEST CORNER, 11 FT.
 BK3100'WEST OF THE CENTERLINE OF THE ROADWAY, AND STAMPED 10A001.
 BK3100
 BK3100                          STATION RECOVERY (2006)
 BK3100
 BK3100'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK3100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3089 ***********************************************************************
 BK3089  DESIGNATION -  10A002 LADH 1965
 BK3089  PID         -  BK3089
 BK3089  STATE/COUNTY-  LA/CALCASIEU
 BK3089  USGS QUAD   -  IOWA (1994)
 BK3089
 BK3089                         *CURRENT SURVEY CONTROL
 BK3089  ___________________________________________________________________
 BK3089* NAD 83(1992)-  30 14 50.73134(N)    093 05 10.07402(W)     ADJUSTED  
 BK3089* NAVD 88     -         5.0  **(meters)      16.   **(feet)  VERTCON   
 BK3089  **This station is located in a subsidence area (see below).
 BK3089  ___________________________________________________________________
 BK3089  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BK3089  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3089
 BK3089  HORZ ORDER  -  SECOND
 BK3089
 BK3089.The horizontal coordinates were established by classical geodetic methods
 BK3089.and adjusted by the National Geodetic Survey in January 1993..
 BK3089
 BK3089 ** The orthometric height has not been validated since last determined
 BK3089 ** by differential leveling and should not be used for control purposes.
 BK3089 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3089 ** area with valid NAVD 88 orthometric heights.
 BK3089 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3089 ** epoch indicated which incorporates improved geoid heights for the
 BK3089 ** Southern Louisiana Subsidence area.
 BK3089 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3089
 BK3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3089
 BK3089.The geoid height was determined by GEOID03.
 BK3089
 BK3089;                    North         East     Units Scale Factor Converg.
 BK3089;SPC LA S     -   194,982.828   831,317.669   MT  0.99993497   -0 52 35.1
 BK3089;SPC LA S     -   639,706.16  2,727,414.72   sFT  0.99993497   -0 52 35.1
 BK3089;UTM  15      - 3,346,205.742   491,713.483   MT  0.99960085   -0 02 36.2
 BK3089
 BK3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3089!SPC LA S     -   1.00000349  x   0.99993497  =   0.99993846
 BK3089!UTM  15      -   1.00000349  x   0.99960085  =   0.99960434
 BK3089
 BK3089:                Primary Azimuth Mark                     Grid Az
 BK3089:SPC LA S     -  10A001                                   273 34 09.9
 BK3089:UTM  15      -  10A001                                   272 44 11.0
 BK3089
 BK3089|---------------------------------------------------------------------|
 BK3089| PID    Reference Object                     Distance      Geod. Az  |
 BK3089|                                                           dddmmss.s |
 BK3089| BK3100 10A001                              APPROX. 1.1 KM 2724134.8 |
 BK3089|---------------------------------------------------------------------|
 BK3089
 BK3089                          SUPERSEDED SURVEY CONTROL
 BK3089
 BK3089  NAD 83(1986)-  30 14 50.75247(N)    093 05 10.06728(W) AD(       ) 2
 BK3089  NAD 27      -  30 14 50.00822(N)    093 05 09.52186(W) AD(       ) 2
 BK3089  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 BK3089
 BK3089.Superseded values are not recommended for survey control.
 BK3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3089.See file dsdata.txt to determine how the superseded data were derived.
 BK3089
 BK3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9171346206(NAD 83)
 BK3089_MARKER: DD = SURVEY DISK
 BK3089_SETTING: 0 = UNSPECIFIED SETTING
 BK3089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3089
 BK3089  HISTORY     - Date     Condition        Report By
 BK3089  HISTORY     - 1965     MONUMENTED       LADH
 BK3089  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 BK3089
 BK3089                          STATION DESCRIPTION
 BK3089
 BK3089'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3089'STATION IS AT THE 5TH CROSS DRAIN 0.65 MILES EAST OF LA. HIGHWAY
 BK3089'27 OVERPASS, 34.70 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 BK3089'ROADWAY OF INTERSTATE I-10, 3.40 FEET EAST OF WITNESS POST, 5.10
 BK3089'FEET NORTH OF THE SOUTHWEST CORNER OF A CROSS DRAIN UNDER
 BK3089'INTERSTATE I-10 AND 12.70 FEET NORTHWEST OF THE SOUTHEAST CORNER
 BK3089'OF THE SAME CROSS DRAIN.  STATION IS MARKED BY A STANDARD DISK
 BK3089'SET IN A CONCRETE POST PROJECTING 3 INCHES ABOVE THE SURFACE OF
 BK3089'THE GROUND.  STATION IS STAMPED 10A002.  TO REACH THIS STATION
 BK3089'FROM ST. RAPHAEL CATHOLIC CHURCH IN IOWA, FOLLOW LA. HIGHWAY
 BK3089'383 NORTH FOR 0.90 MILE, THENCE WEST ALONG INTERSTATE I-10
 BK3089'FOR 4.73 MILES TO STATION ON SOUTH SIDE OF HIGHWAY.
 BK3089'
 BK3089'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3089
 BK3089                          STATION RECOVERY (1997)
 BK3089
 BK3089'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3093 ***********************************************************************
 BK3093  DESIGNATION -  10A003 LADH 1965
 BK3093  PID         -  BK3093
 BK3093  STATE/COUNTY-  LA/CALCASIEU
 BK3093  USGS QUAD   -  IOWA (1994)
 BK3093
 BK3093                         *CURRENT SURVEY CONTROL
 BK3093  ___________________________________________________________________
 BK3093* NAD 83(1992)-  30 14 53.16615(N)    093 03 51.31520(W)     ADJUSTED  
 BK3093* NAVD 88     -         6.2  **(meters)      20.   **(feet)  VERTCON   
 BK3093  **This station is located in a subsidence area (see below).
 BK3093  ___________________________________________________________________
 BK3093  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BK3093  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3093
 BK3093  HORZ ORDER  -  SECOND
 BK3093
 BK3093.The horizontal coordinates were established by classical geodetic methods
 BK3093.and adjusted by the National Geodetic Survey in January 1993..
 BK3093
 BK3093 ** The orthometric height has not been validated since last determined
 BK3093 ** by differential leveling and should not be used for control purposes.
 BK3093 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3093 ** area with valid NAVD 88 orthometric heights.
 BK3093 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3093 ** epoch indicated which incorporates improved geoid heights for the
 BK3093 ** Southern Louisiana Subsidence area.
 BK3093 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3093
 BK3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3093
 BK3093.The geoid height was determined by GEOID03.
 BK3093
 BK3093;                    North         East     Units Scale Factor Converg.
 BK3093;SPC LA S     -   195,025.787   833,424.039   MT  0.99993502   -0 51 55.7
 BK3093;SPC LA S     -   639,847.10  2,734,325.37   sFT  0.99993502   -0 51 55.7
 BK3093;UTM  15      - 3,346,279.297   493,818.302   MT  0.99960047   -0 01 56.5
 BK3093
 BK3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3093!SPC LA S     -   1.00000330  x   0.99993502  =   0.99993832
 BK3093!UTM  15      -   1.00000330  x   0.99960047  =   0.99960377
 BK3093
 BK3093:                Primary Azimuth Mark                     Grid Az
 BK3093:SPC LA S     -  IOWA 2                                   265 43 24.4
 BK3093:UTM  15      -  IOWA 2                                   264 53 25.2
 BK3093
 BK3093|---------------------------------------------------------------------|
 BK3093| PID    Reference Object                     Distance      Geod. Az  |
 BK3093|                                                           dddmmss.s |
 BK3093| BK3092 IOWA 2                              APPROX. 1.2 KM 2645128.7 |
 BK3093|---------------------------------------------------------------------|
 BK3093
 BK3093                          SUPERSEDED SURVEY CONTROL
 BK3093
 BK3093  NAD 83(1986)-  30 14 53.18727(N)    093 03 51.30856(W) AD(       ) 2
 BK3093  NAD 27      -  30 14 52.44263(N)    093 03 50.76485(W) AD(       ) 2
 BK3093  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG       
 BK3093
 BK3093.Superseded values are not recommended for survey control.
 BK3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3093.See file dsdata.txt to determine how the superseded data were derived.
 BK3093
 BK3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9381846279(NAD 83)
 BK3093_MARKER: DD = SURVEY DISK
 BK3093_SETTING: 0 = UNSPECIFIED SETTING
 BK3093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3093
 BK3093  HISTORY     - Date     Condition        Report By
 BK3093  HISTORY     - 1965     MONUMENTED       LADH
 BK3093
 BK3093                          STATION DESCRIPTION
 BK3093
 BK3093'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3093'STATION IS 2.20 MILES EAST OF LA. HIGHWAY 27 OVERPASS, 102.61
 BK3093'FEET NORTH OF THE CENTERLINE OF THE NORTH ROADWAY OF INTERSTATE
 BK3093'I-10, 17.80 FEET EAST OF A VENT PIPE ON A GAS LINE WITHIN HIGHWAY
 BK3093'RIGHT OF WAY 4.76 FEET SOUTHWEST OF FENCE CORNER, 63.10 FEET
 BK3093'SOUTHWEST OF HIGHWAY RIGHT OF WAY MARKER NORTH OF NORTH FRONTAGE
 BK3093'ROAD, 3.50 FEET WEST OF WITNESS POST AND 28 FEET WEST OF THE
 BK3093'CENTERLINE OF A FARM ROAD LEADING NORTH FROM NORTH FRONTAGE
 BK3093'ROAD.  STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE
 BK3093'POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BK3093'STATION IS STAMPED 10A003.  TO REACH THIS STATION FROM THE
 BK3093'ST.  RAPHAEL CATHOLIC CHURCH IN IOWA, FOLLOW LA. HIGHWAY 383
 BK3093'NORTH OF 0.90 MILE, THENCE WEST ALONG INTERSTATE I-10 FOR
 BK3093'3.37 MILES TO STATION ON NORTH SIDE OF HIGHWAY.
 BK3093'
 BK3093'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3090 ***********************************************************************
 BK3090  DESIGNATION -  10A004 LADH 1965
 BK3090  PID         -  BK3090
 BK3090  STATE/COUNTY-  LA/CALCASIEU
 BK3090  USGS QUAD   -  IOWA (1994)
 BK3090
 BK3090                         *CURRENT SURVEY CONTROL
 BK3090  ___________________________________________________________________
 BK3090* NAD 83(1992)-  30 14 52.58586(N)    093 02 52.30255(W)     ADJUSTED  
 BK3090* NAVD 88     -         6.7  **(meters)      22.   **(feet)  VERTCON   
 BK3090  **This station is located in a subsidence area (see below).
 BK3090  ___________________________________________________________________
 BK3090  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BK3090  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3090
 BK3090  HORZ ORDER  -  SECOND
 BK3090
 BK3090.The horizontal coordinates were established by classical geodetic methods
 BK3090.and adjusted by the National Geodetic Survey in January 1993..
 BK3090
 BK3090 ** The orthometric height has not been validated since last determined
 BK3090 ** by differential leveling and should not be used for control purposes.
 BK3090 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3090 ** area with valid NAVD 88 orthometric heights.
 BK3090 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3090 ** epoch indicated which incorporates improved geoid heights for the
 BK3090 ** Southern Louisiana Subsidence area.
 BK3090 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3090
 BK3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3090
 BK3090.The geoid height was determined by GEOID03.
 BK3090
 BK3090;                    North         East     Units Scale Factor Converg.
 BK3090;SPC LA S     -   194,984.204   835,001.184   MT  0.99993500   -0 51 26.2
 BK3090;SPC LA S     -   639,710.68  2,739,499.72   sFT  0.99993500   -0 51 26.2
 BK3090;UTM  15      - 3,346,260.658   495,395.356   MT  0.99960026   -0 01 26.8
 BK3090
 BK3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3090!SPC LA S     -   1.00000323  x   0.99993500  =   0.99993823
 BK3090!UTM  15      -   1.00000323  x   0.99960026  =   0.99960348
 BK3090
 BK3090:                Primary Azimuth Mark                     Grid Az
 BK3090:SPC LA S     -  10A001                                   270 48 10.7
 BK3090:UTM  15      -  10A001                                   269 58 11.3
 BK3090
 BK3090|---------------------------------------------------------------------|
 BK3090| PID    Reference Object                     Distance      Geod. Az  |
 BK3090|                                                           dddmmss.s |
 BK3090| BK3100 10A001                              APPROX. 4.8 KM 2695644.5 |
 BK3090|---------------------------------------------------------------------|
 BK3090
 BK3090                          SUPERSEDED SURVEY CONTROL
 BK3090
 BK3090  NAD 83(1986)-  30 14 52.60698(N)    093 02 52.29597(W) AD(       ) 2
 BK3090  NAD 27      -  30 14 51.86201(N)    093 02 51.75370(W) AD(       ) 2
 BK3090  NGVD 29 (07/19/86)    6.7    (m)           22.     (f) VERT ANG       
 BK3090
 BK3090.Superseded values are not recommended for survey control.
 BK3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3090.See file dsdata.txt to determine how the superseded data were derived.
 BK3090
 BK3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9539546261(NAD 83)
 BK3090_MARKER: DD = SURVEY DISK
 BK3090_SETTING: 0 = UNSPECIFIED SETTING
 BK3090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3090
 BK3090  HISTORY     - Date     Condition        Report By
 BK3090  HISTORY     - 1965     MONUMENTED       LADH
 BK3090  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 BK3090
 BK3090                          STATION DESCRIPTION
 BK3090
 BK3090'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3090'STATION IS SET IN THE NORTHEAST CORNER OF A BRIDGE ON THE NORTH
 BK3090'FRONTAGE ROAD OF INTERSTATE I-10 AND IS MARKED BY A STANDARD
 BK3090'DISK SET IN ROADWAY OF BRIDGE, IN THE ABUTMENT, 3 FEET FROM THE
 BK3090'CURB.  STATION IS STAMPED 10A004.  TO REACH THIS STATION FROM
 BK3090'THE ST. RAPHAEL CATHOLIC CHURCH IN IOWA, FOLLOW LA. HIGHWAY 383
 BK3090'NORTH FOR 0.90 MILE, THENCE WEST ALONG INTERSTATE I-10 FOR 2.35
 BK3090'MILES TO STATION IN THE NORTH FRONTAGE ROAD BRIDGE.
 BK3090'
 BK3090'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3090
 BK3090                          STATION RECOVERY (1997)
 BK3090
 BK3090'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3091 ***********************************************************************
 BK3091  DESIGNATION -  10A005 LADH 1965
 BK3091  PID         -  BK3091
 BK3091  STATE/COUNTY-  LA/CALCASIEU
 BK3091  USGS QUAD   -  IOWA (1994)
 BK3091
 BK3091                         *CURRENT SURVEY CONTROL
 BK3091  ___________________________________________________________________
 BK3091* NAD 83(1992)-  30 14 51.75858(N)    093 01 50.22264(W)     ADJUSTED  
 BK3091* NAVD 88     -         5.8  **(meters)      19.   **(feet)  VERTCON   
 BK3091  **This station is located in a subsidence area (see below).
 BK3091  ___________________________________________________________________
 BK3091  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK3091  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3091
 BK3091  HORZ ORDER  -  SECOND
 BK3091
 BK3091.The horizontal coordinates were established by classical geodetic methods
 BK3091.and adjusted by the National Geodetic Survey in January 1993..
 BK3091
 BK3091 ** The orthometric height has not been validated since last determined
 BK3091 ** by differential leveling and should not be used for control purposes.
 BK3091 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3091 ** area with valid NAVD 88 orthometric heights.
 BK3091 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3091 ** epoch indicated which incorporates improved geoid heights for the
 BK3091 ** Southern Louisiana Subsidence area.
 BK3091 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3091
 BK3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3091
 BK3091.The geoid height was determined by GEOID03.
 BK3091
 BK3091;                    North         East     Units Scale Factor Converg.
 BK3091;SPC LA S     -   194,934.028   836,660.213   MT  0.99993499   -0 50 55.2
 BK3091;SPC LA S     -   639,546.06  2,744,942.72   sFT  0.99993499   -0 50 55.2
 BK3091;UTM  15      - 3,346,234.621   497,054.384   MT  0.99960011   -0 00 55.5
 BK3091
 BK3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3091!SPC LA S     -   1.00000337  x   0.99993499  =   0.99993836
 BK3091!UTM  15      -   1.00000337  x   0.99960011  =   0.99960348
 BK3091
 BK3091:                Primary Azimuth Mark                     Grid Az
 BK3091:SPC LA S     -  10A004 LADH 1965                         271 43 56.6
 BK3091:UTM  15      -  10A004 LADH 1965                         270 53 56.9
 BK3091
 BK3091|---------------------------------------------------------------------|
 BK3091| PID    Reference Object                     Distance      Geod. Az  |
 BK3091|                                                           dddmmss.s |
 BK3091| BK3090 10A004 LADH 1965                    APPROX. 1.7 KM 2705301.4 |
 BK3091|---------------------------------------------------------------------|
 BK3091
 BK3091                          SUPERSEDED SURVEY CONTROL
 BK3091
 BK3091  NAD 83(1986)-  30 14 51.77971(N)    093 01 50.21613(W) AD(       ) 2
 BK3091  NAD 27      -  30 14 51.03440(N)    093 01 49.67540(W) AD(       ) 2
 BK3091  NGVD 29 (07/19/86)    5.8    (m)           19.     (f) VERT ANG       
 BK3091
 BK3091.Superseded values are not recommended for survey control.
 BK3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3091.See file dsdata.txt to determine how the superseded data were derived.
 BK3091
 BK3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9705446235(NAD 83)
 BK3091_MARKER: DD = SURVEY DISK
 BK3091_SETTING: 0 = UNSPECIFIED SETTING
 BK3091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3091
 BK3091  HISTORY     - Date     Condition        Report By
 BK3091  HISTORY     - 1965     MONUMENTED       LADH
 BK3091  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 BK3091
 BK3091                          STATION DESCRIPTION
 BK3091
 BK3091'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3091'STATION IS 1.00 MILE WEST ALONG INTERSTATE I-10 OF LA. HIGHWAY
 BK3091'383 INTERCHANGE, 21.02 FEET WEST OF FENCE CORNER, 102.42 FEET
 BK3091'SOUTH OF CENTERLINE OF SOUTH ROADWAY OF INTERSTATE I-10, 10.4
 BK3091'FEET NORTHEAST OF RIGHT OF WAY MARKER, 2.50 FEET EAST OF WITNESS
 BK3091'POST, 90 FEET NORTH OF SOUTH FRONTAGE ROAD (LA. HIGHWAY 27) AND
 BK3091'6 FEET EAST OF SHELL OIL CO. GAS LINE RIGHT OF WAY.  STATION IS
 BK3091'MARKED BY A STANDARD DISK SET IN A CONCRETE POST PROJECTING 4
 BK3091'INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED
 BK3091'10A005.  TO REACH THIS STATION FROM THE ST. RAPHAEL CATHOLIC
 BK3091'CHURCH IN IOWA, FOLLOW LA. HIGHWAY 383 NORTH FOR 0.90 MILE,
 BK3091'THENCE WEST ALONG INTERSTATE I-10 FOR 1.28 MILES TO THE
 BK3091'STATION ON THE SOUTH SIDE OF THE HIGHWAY.
 BK3091'
 BK3091'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3091
 BK3091                          STATION RECOVERY (1997)
 BK3091
 BK3091'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2939 ***********************************************************************
 BK2939  DESIGNATION -  10A009 LADH 1965
 BK2939  PID         -  BK2939
 BK2939  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2939  USGS QUAD   -  LACASSINE (1985)
 BK2939
 BK2939                         *CURRENT SURVEY CONTROL
 BK2939  ___________________________________________________________________
 BK2939* NAD 83(1992)-  30 14 46.24891(N)    092 58 16.98233(W)     ADJUSTED  
 BK2939* NAVD 88     -         8.8  **(meters)      29.   **(feet)  VERTCON   
 BK2939  **This station is located in a subsidence area (see below).
 BK2939  ___________________________________________________________________
 BK2939  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK2939  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2939
 BK2939  HORZ ORDER  -  SECOND
 BK2939
 BK2939.The horizontal coordinates were established by classical geodetic methods
 BK2939.and adjusted by the National Geodetic Survey in January 1993..
 BK2939
 BK2939 ** The orthometric height has not been validated since last determined
 BK2939 ** by differential leveling and should not be used for control purposes.
 BK2939 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2939 ** area with valid NAVD 88 orthometric heights.
 BK2939 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2939 ** epoch indicated which incorporates improved geoid heights for the
 BK2939 ** Southern Louisiana Subsidence area.
 BK2939 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2939
 BK2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2939
 BK2939.The geoid height was determined by GEOID03.
 BK2939
 BK2939;                    North         East     Units Scale Factor Converg.
 BK2939;SPC LA S     -   194,681.434   842,357.778   MT  0.99993487   -0 49 08.6
 BK2939;SPC LA S     -   638,717.34  2,763,635.48   sFT  0.99993487   -0 49 08.6
 BK2939;UTM  15      - 3,346,064.977   502,753.111   MT  0.99960009   +0 00 51.9
 BK2939
 BK2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2939!SPC LA S     -   1.00000290  x   0.99993487  =   0.99993777
 BK2939!UTM  15      -   1.00000290  x   0.99960009  =   0.99960299
 BK2939
 BK2939:                Primary Azimuth Mark                     Grid Az
 BK2939:SPC LA S     -  10A010 LADH 1965                         091 28 56.0
 BK2939:UTM  15      -  10A010 LADH 1965                         090 38 55.5
 BK2939
 BK2939|---------------------------------------------------------------------|
 BK2939| PID    Reference Object                     Distance      Geod. Az  |
 BK2939|                                                           dddmmss.s |
 BK2939| BK2936 10A010 LADH 1965                    APPROX. 1.3 KM 0903947.4 |
 BK2939| BK2946 10A009 LADH RESET 1969               25.348 METERS 27428     |
 BK2939|---------------------------------------------------------------------|
 BK2939
 BK2939                          SUPERSEDED SURVEY CONTROL
 BK2939
 BK2939  NAD 83(1986)-  30 14 46.27000(N)    092 58 16.97613(W) AD(       ) 2
 BK2939  NAD 27      -  30 14 45.52287(N)    092 58 16.44106(W) AD(       ) 2
 BK2939  NGVD 29 (07/19/86)    8.8    (m)           29.     (f) VERT ANG       
 BK2939
 BK2939.Superseded values are not recommended for survey control.
 BK2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2939.See file dsdata.txt to determine how the superseded data were derived.
 BK2939
 BK2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0275346065(NAD 83)
 BK2939_MARKER: DD = SURVEY DISK
 BK2939_SETTING: 0 = UNSPECIFIED SETTING
 BK2939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2939
 BK2939  HISTORY     - Date     Condition        Report By
 BK2939  HISTORY     - 1965     MONUMENTED       LADH
 BK2939  HISTORY     - 1969     GOOD             CGS
 BK2939  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2939
 BK2939                          STATION DESCRIPTION
 BK2939
 BK2939'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2939'STATION IS 0.55 MILE EAST, ALONG INTERSTATE I-10, OF U.S.
 BK2939'HIGHWAY 165 INTERCHANGE, 88.20 FEET SOUTH OF CENTERLINE OF SOUTH
 BK2939'ROADWAY OF INTERSTATE I-10, 3 FEET WEST OF WITNESS POST.  24.30
 BK2939'FEET NORTHWEST OF THE CENTER OF A HEADWALL ON A CROSS DRAIN
 BK2939'UNDER FRONTAGE SOUTH OF SOUTH ROADWAY AND 29 FEET NORTH OF
 BK2939'CENTERLINE OF SOUTH FRONTAGE ROAD.  STATION IS A STANDARD
 BK2939'DISK SET IN A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BK2939'SURFACE OF THE GROUND.  STATION IS STAMPED 10A009.  TO REACH
 BK2939'THIS STATION FROM THE ST. RAPHAEL CATHOLIC CHURCH IN IOWA,
 BK2939'FOLLOW LA. HIGHWAY 383 NORTH FOR 0.90 MILE, THENCE EAST
 BK2939'ALONG INTERSTATE I-10 FOR 2.60 MILES TO STATION ON SOUTH
 BK2939'SIDE OF HIGHWAY.
 BK2939'
 BK2939'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2939
 BK2939                          STATION RECOVERY (1969)
 BK2939
 BK2939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BK2939'THE STATION WAS VISITED 5-13-69 AND WAS FOUND IN GOOD CONDITION.
 BK2939'THE MARK WAS REQUESTED MOVED DUE TO ROAD CONSTRUCTION.  A
 BK2939'NEW STATION 10A009 RESET 1969 WAS ESTABLISHED 83.16 FEET
 BK2939'WEST OF THE STATION AT THIS DATE.  THE DISK WAS REMOVED
 BK2939'AND RECLAIMED AFTER THE NEW STATION WAS ESTABLISHED.
 BK2939
 BK2939                          STATION RECOVERY (2002)
 BK2939
 BK2939'RECOVERY NOTE BY US POWER SQUADRON 2002 (CMM)
 BK2939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2946 ***********************************************************************
 BK2946  DESIGNATION -  10A009 LADH RESET 1969
 BK2946  PID         -  BK2946
 BK2946  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2946  USGS QUAD   -  LACASSINE (1985)
 BK2946
 BK2946                         *CURRENT SURVEY CONTROL
 BK2946  ___________________________________________________________________
 BK2946* NAD 83(1992)-  30 14 46.31309(N)    092 58 17.92755(W)     ADJUSTED  
 BK2946* NAVD 88     -         9.4  **(meters)      31.   **(feet)  VERTCON   
 BK2946  **This station is located in a subsidence area (see below).
 BK2946  ___________________________________________________________________
 BK2946  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK2946  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2946
 BK2946  HORZ ORDER  -  SECOND
 BK2946
 BK2946.The horizontal coordinates were established by classical geodetic methods
 BK2946.and adjusted by the National Geodetic Survey in January 1993..
 BK2946
 BK2946 ** The orthometric height has not been validated since last determined
 BK2946 ** by differential leveling and should not be used for control purposes.
 BK2946 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2946 ** area with valid NAVD 88 orthometric heights.
 BK2946 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2946 ** epoch indicated which incorporates improved geoid heights for the
 BK2946 ** Southern Louisiana Subsidence area.
 BK2946 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2946
 BK2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2946
 BK2946.The geoid height was determined by GEOID03.
 BK2946
 BK2946;                    North         East     Units Scale Factor Converg.
 BK2946;SPC LA S     -   194,683.771   842,332.540   MT  0.99993487   -0 49 09.0
 BK2946;SPC LA S     -   638,725.01  2,763,552.67   sFT  0.99993487   -0 49 09.0
 BK2946;UTM  15      - 3,346,066.946   502,727.850   MT  0.99960009   +0 00 51.4
 BK2946
 BK2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2946!SPC LA S     -   1.00000280  x   0.99993487  =   0.99993767
 BK2946!UTM  15      -   1.00000280  x   0.99960009  =   0.99960289
 BK2946
 BK2946:                Primary Azimuth Mark                     Grid Az
 BK2946:SPC LA S     -  10A010 LADH 1965                         091 33 12.3
 BK2946:UTM  15      -  10A010 LADH 1965                         090 43 11.9
 BK2946
 BK2946|---------------------------------------------------------------------|
 BK2946| PID    Reference Object                     Distance      Geod. Az  |
 BK2946|                                                           dddmmss.s |
 BK2946| BK2936 10A010 LADH 1965                    APPROX. 1.4 KM 0904403.3 |
 BK2946| BK2939 10A009 LADH 1965                     25.348 METERS 09428     |
 BK2946|---------------------------------------------------------------------|
 BK2946
 BK2946                          SUPERSEDED SURVEY CONTROL
 BK2946
 BK2946  NAD 83(1986)-  30 14 46.33417(N)    092 58 17.92133(W) AD(       ) 2
 BK2946  NAD 27      -  30 14 45.58705(N)    092 58 17.38626(W) AD(       ) 2
 BK2946  NGVD 29 (07/19/86)    9.4    (m)           31.     (f) VERT ANG       
 BK2946
 BK2946.Superseded values are not recommended for survey control.
 BK2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2946.See file dsdata.txt to determine how the superseded data were derived.
 BK2946
 BK2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0272846067(NAD 83)
 BK2946_MARKER: DS = TRIANGULATION STATION DISK
 BK2946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2946+STABILITY: SURFACE MOTION
 BK2946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2946+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 BK2946
 BK2946  HISTORY     - Date     Condition        Report By
 BK2946  HISTORY     - 1969     MONUMENTED       CGS
 BK2946  HISTORY     - 19961222 GOOD             USPSQD
 BK2946  HISTORY     - 20021102 GOOD             USPSQD
 BK2946  HISTORY     - 20040407 GOOD             USPSQD
 BK2946  HISTORY     - 20060321 GOOD             USPSQD
 BK2946
 BK2946                          STATION DESCRIPTION
 BK2946
 BK2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BK2946'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF IOWA, 0.55
 BK2946'MILE EAST OF THE U.S. HIGHWAY 165 OVER PASS ON INTERSTATE
 BK2946'10, 94 FEET SOUTH OF THE EAST BOUND LANE OF I-10, 67 FEET
 BK2946'SSW OF AN EMERGENCY PARKING SIGN, 37 FEET NORTH OF THE CENTER
 BK2946'OF A BLACK TOP ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 BK2946'116 FEET SOUTHWEST OF THE CENTER OF THE CULVERT UNDER I-10
 BK2946'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A U.S.C.
 BK2946'AND G.S. AND STATE SURVEY DISK, STAMPED 10A009 RESET 1969,
 BK2946'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING
 BK2946'4 INCHES.
 BK2946'
 BK2946'TO REACH THE STATION FROM THE ST. RAPHAEL CATHOLIC CHURCH
 BK2946'IN IOWA, GO NORTH ON STATE HIGHWAY 383 FOR 0.9 MILE TO INTERSTATE
 BK2946'HIGHWAY 10, THENCE RIGHT, EAST ON I-10 FOT 2.6 MILES TO
 BK2946'THE MARK ON THE RIGHT WHERE THE FRONTAGE ROAD BEGANS TO
 BK2946'PARALLEL THE INTERSTATE.
 BK2946
 BK2946                          STATION RECOVERY (1996)
 BK2946
 BK2946'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2946'RECOVERED IN GOOD CONDITION.
 BK2946
 BK2946                          STATION RECOVERY (2002)
 BK2946
 BK2946'RECOVERY NOTE BY US POWER SQUADRON 2002 (CMM)
 BK2946'RECOVERED IN GOOD CONDITION.
 BK2946
 BK2946                          STATION RECOVERY (2004)
 BK2946
 BK2946'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2946'DESCRIPTION IS ADEQUATE EXCEPT FOR, MARK IS LOCATED BETWEEN THE EAST
 BK2946'BOUND LANE OF I10 AND THE SOUTH FRONTAGE ROAD ABOUT 10 FEET WEST OF A
 BK2946'FENCE CORNER.
 BK2946
 BK2946                          STATION RECOVERY (2006)
 BK2946
 BK2946'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK2946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2936 ***********************************************************************
 BK2936  DESIGNATION -  10A010 LADH 1965
 BK2936  PID         -  BK2936
 BK2936  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2936  USGS QUAD   -  LACASSINE (1985)
 BK2936
 BK2936                         *CURRENT SURVEY CONTROL
 BK2936  ___________________________________________________________________
 BK2936* NAD 83(1992)-  30 14 45.74663(N)    092 57 27.26344(W)     ADJUSTED  
 BK2936* NAVD 88     -         8.3  **(meters)      27.   **(feet)  VERTCON   
 BK2936  **This station is located in a subsidence area (see below).
 BK2936  ___________________________________________________________________
 BK2936  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK2936  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2936
 BK2936  HORZ ORDER  -  SECOND
 BK2936
 BK2936.The horizontal coordinates were established by classical geodetic methods
 BK2936.and adjusted by the National Geodetic Survey in January 1993..
 BK2936
 BK2936 ** The orthometric height has not been validated since last determined
 BK2936 ** by differential leveling and should not be used for control purposes.
 BK2936 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2936 ** area with valid NAVD 88 orthometric heights.
 BK2936 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2936 ** epoch indicated which incorporates improved geoid heights for the
 BK2936 ** Southern Louisiana Subsidence area.
 BK2936 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2936
 BK2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2936
 BK2936.The geoid height was determined by GEOID03.
 BK2936
 BK2936;                    North         East     Units Scale Factor Converg.
 BK2936;SPC LA S     -   194,647.050   843,686.589   MT  0.99993486   -0 48 43.7
 BK2936;SPC LA S     -   638,604.53  2,767,995.08   sFT  0.99993486   -0 48 43.7
 BK2936;UTM  15      - 3,346,049.931   504,081.837   MT  0.99960021   +0 01 16.9
 BK2936
 BK2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2936!SPC LA S     -   1.00000298  x   0.99993486  =   0.99993784
 BK2936!UTM  15      -   1.00000298  x   0.99960021  =   0.99960319
 BK2936
 BK2936:                Primary Azimuth Mark                     Grid Az
 BK2936:SPC LA S     -  10A009 LADH RESET 1969                   271 33 12.6
 BK2936:UTM  15      -  10A009 LADH RESET 1969                   270 43 12.0
 BK2936
 BK2936|---------------------------------------------------------------------|
 BK2936| PID    Reference Object                     Distance      Geod. Az  |
 BK2936|                                                           dddmmss.s |
 BK2936| BK2946 10A009 LADH RESET 1969              APPROX. 1.4 KM 2704428.9 |
 BK2936|---------------------------------------------------------------------|
 BK2936
 BK2936                          SUPERSEDED SURVEY CONTROL
 BK2936
 BK2936  NAD 83(1986)-  30 14 45.76769(N)    092 57 27.25731(W) AD(       ) 2
 BK2936  NAD 27      -  30 14 45.02034(N)    092 57 26.72253(W) AD(       ) 2
 BK2936  NGVD 29 (07/19/86)    8.3    (m)           27.     (f) VERT ANG       
 BK2936
 BK2936.Superseded values are not recommended for survey control.
 BK2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2936.See file dsdata.txt to determine how the superseded data were derived.
 BK2936
 BK2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0408246050(NAD 83)
 BK2936_MARKER: DD = SURVEY DISK
 BK2936_SETTING: 0 = UNSPECIFIED SETTING
 BK2936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2936
 BK2936  HISTORY     - Date     Condition        Report By
 BK2936  HISTORY     - 1965     MONUMENTED       LADH
 BK2936  HISTORY     - 1969     GOOD             CGS
 BK2936  HISTORY     - 19961222 GOOD             USPSQD
 BK2936  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2936  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 BK2936
 BK2936                          STATION DESCRIPTION
 BK2936
 BK2936'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2936'STATION IS 1.39 MILES EAST, ALONG INTERSTATE I-10, OF U.S.
 BK2936'HIGHWAY 165 INTERCHANGE, 106.00 FEET SOUTH OF CENTERLINE
 BK2936'OF SOUTH ROADWAY OF INTERSTATE I-10, 46.80 FEET SOUTHWEST OF
 BK2936'HEADWALL ON THE EAST END OF A SIDE DRAIN ALONG SOUTH FRONTAGE
 BK2936'ROAD AND 26.90 FEET SOUTHEAST OF HEADWALL ON THE WEST END
 BK2936'OF SAME SIDE DRAIN.  STATION IS A STANDARD DISK SET IN A
 BK2936'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2936'GROUND.  STATION IS STAMPED 10A010.  TO REACH THIS STATION
 BK2936'FROM THE ST. RAPHAEL CATHOLIC CHURCH IN IOWA, FOLLOW LA.
 BK2936'HIGHWAY 383 NORTH FOR 0.90 MILE, THENCE EAST ALONG INTERSTATE
 BK2936'I-10 FOR 3.45 MILES TO STATION ON SOUTH SIDE OF HIGHWAY.
 BK2936'
 BK2936'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2936
 BK2936                          STATION RECOVERY (1969)
 BK2936
 BK2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BK2936'THE STATION WAS VISITED 5-13-69 AND WAS FOUND IN GOOD CONDITION
 BK2936'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BK2936
 BK2936                          STATION RECOVERY (1996)
 BK2936
 BK2936'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2936'RECOVERED IN GOOD CONDITION.
 BK2936
 BK2936                          STATION RECOVERY (2002)
 BK2936
 BK2936'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 BK2936'MARK NOT FOUND.
 BK2936
 BK2936                          STATION RECOVERY (2004)
 BK2936
 BK2936'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2943 ***********************************************************************
 BK2943  DESIGNATION -  10A011 LADH 1965
 BK2943  PID         -  BK2943
 BK2943  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2943  USGS QUAD   -  LACASSINE (1985)
 BK2943
 BK2943                         *CURRENT SURVEY CONTROL
 BK2943  ___________________________________________________________________
 BK2943* NAD 83(1992)-  30 14 49.05894(N)    092 56 38.13457(W)     ADJUSTED  
 BK2943* NAVD 88     -         8.3  **(meters)      27.   **(feet)  VERTCON   
 BK2943  **This station is located in a subsidence area (see below).
 BK2943  ___________________________________________________________________
 BK2943  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BK2943  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2943
 BK2943  HORZ ORDER  -  SECOND
 BK2943
 BK2943.The horizontal coordinates were established by classical geodetic methods
 BK2943.and adjusted by the National Geodetic Survey in January 1993..
 BK2943
 BK2943 ** The orthometric height has not been validated since last determined
 BK2943 ** by differential leveling and should not be used for control purposes.
 BK2943 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2943 ** area with valid NAVD 88 orthometric heights.
 BK2943 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2943 ** epoch indicated which incorporates improved geoid heights for the
 BK2943 ** Southern Louisiana Subsidence area.
 BK2943 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2943
 BK2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2943
 BK2943.The geoid height was determined by GEOID03.
 BK2943
 BK2943;                    North         East     Units Scale Factor Converg.
 BK2943;SPC LA S     -   194,730.493   845,001.286   MT  0.99993493   -0 48 19.1
 BK2943;SPC LA S     -   638,878.29  2,772,308.39   sFT  0.99993493   -0 48 19.1
 BK2943;UTM  15      - 3,346,152.456   505,394.741   MT  0.99960036   +0 01 41.7
 BK2943
 BK2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2943!SPC LA S     -   1.00000298  x   0.99993493  =   0.99993791
 BK2943!UTM  15      -   1.00000298  x   0.99960036  =   0.99960334
 BK2943
 BK2943:                Primary Azimuth Mark                     Grid Az
 BK2943:SPC LA S     -  10A010 LADH 1965                         266 22 06.1
 BK2943:UTM  15      -  10A010 LADH 1965                         265 32 05.3
 BK2943
 BK2943|---------------------------------------------------------------------|
 BK2943| PID    Reference Object                     Distance      Geod. Az  |
 BK2943|                                                           dddmmss.s |
 BK2943| BK2936 10A010 LADH 1965                    APPROX. 1.3 KM 2653347.0 |
 BK2943|---------------------------------------------------------------------|
 BK2943
 BK2943                          SUPERSEDED SURVEY CONTROL
 BK2943
 BK2943  NAD 83(1986)-  30 14 49.07996(N)    092 56 38.12852(W) AD(       ) 2
 BK2943  NAD 27      -  30 14 48.33283(N)    092 56 37.59404(W) AD(       ) 2
 BK2943  NGVD 29 (07/19/86)    8.3    (m)           27.     (f) VERT ANG       
 BK2943
 BK2943.Superseded values are not recommended for survey control.
 BK2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2943.See file dsdata.txt to determine how the superseded data were derived.
 BK2943
 BK2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0539546152(NAD 83)
 BK2943_MARKER: DD = SURVEY DISK
 BK2943_SETTING: 0 = UNSPECIFIED SETTING
 BK2943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2943+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 BK2943
 BK2943  HISTORY     - Date     Condition        Report By
 BK2943  HISTORY     - 1965     MONUMENTED       LADH
 BK2943  HISTORY     - 19961222 GOOD             USPSQD
 BK2943  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2943  HISTORY     - 20040407 GOOD             USPSQD
 BK2943  HISTORY     - 20060321 GOOD             USPSQD
 BK2943
 BK2943                          STATION DESCRIPTION
 BK2943
 BK2943'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2943'STATION IS 2.25 MILES EAST, ALONG INTERSTATE I-10, OF U.S.
 BK2943'HIGHWAY 165 INTERCHANGE, 122.80 FEET NORTH OF CENTERLINE
 BK2943'OF NORTH ROADWAY OF INTERSTATE I-10, 3.10 FEET EAST OF WITNESS
 BK2943'POST, 35.40 FEET SOUTHEAST OF HIGHWAY RIGHT OF WAY MARKER,
 BK2943'247.30 FEET NORTHWEST OF WEST HEADWALL ON A SIDE DRAIN ALONG
 BK2943'NORTH FRONTAGE ROAD ON INTERSTATE I-10, 191.00 SOUTHEAST OF
 BK2943'PIPELINE CROSSING (COLONIAL PIPELINE CO.) AND 20.00 FEET
 BK2943'SOUTHWEST OF RICE CANAL.  STATION IS A STANDARD DISK SET IN
 BK2943'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 BK2943'GROUND.  STATION IS STAMPED 10A011.  TO REACH THIS STATION
 BK2943'FROM THE ST. RAPHAEL CATHOLIC CHURCH IN IOWA, FOLLOW LA.
 BK2943'HIGHWAY 383 NORTH FOR 0.90 MILE, THENCE EAST ALONG
 BK2943'INTERSTATE I-10 FOR 4.31 MILES TO STATION ON NORTH SIDE
 BK2943'OF THE HIGHWAY.
 BK2943'
 BK2943'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2943
 BK2943                          STATION RECOVERY (1996)
 BK2943
 BK2943'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2943'RECOVERED IN GOOD CONDITION.
 BK2943
 BK2943                          STATION RECOVERY (2002)
 BK2943
 BK2943'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 BK2943'MARK NOT FOUND.
 BK2943
 BK2943                          STATION RECOVERY (2004)
 BK2943
 BK2943'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2943'DESCRIPTION IS ADEQUATE EXCEPT FOR, MARK IS LOCATED 36 FEET WEST OF A
 BK2943'ATT BURIED CABLE MARKER NUMBER 976.
 BK2943
 BK2943                          STATION RECOVERY (2006)
 BK2943
 BK2943'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK2943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2937 ***********************************************************************
 BK2937  DESIGNATION -  10A012 LADH 1965
 BK2937  PID         -  BK2937
 BK2937  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2937  USGS QUAD   -  LACASSINE (1985)
 BK2937
 BK2937                         *CURRENT SURVEY CONTROL
 BK2937  ___________________________________________________________________
 BK2937* NAD 83(1992)-  30 14 46.51492(N)    092 55 44.66082(W)     ADJUSTED  
 BK2937* NAVD 88     -        13.8  **(meters)      45.   **(feet)  VERTCON   
 BK2937  **This station is located in a subsidence area (see below).
 BK2937  ___________________________________________________________________
 BK2937  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BK2937  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2937
 BK2937  HORZ ORDER  -  SECOND
 BK2937
 BK2937.The horizontal coordinates were established by classical geodetic methods
 BK2937.and adjusted by the National Geodetic Survey in January 1993..
 BK2937
 BK2937 ** The orthometric height has not been validated since last determined
 BK2937 ** by differential leveling and should not be used for control purposes.
 BK2937 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2937 ** area with valid NAVD 88 orthometric heights.
 BK2937 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2937 ** epoch indicated which incorporates improved geoid heights for the
 BK2937 ** Southern Louisiana Subsidence area.
 BK2937 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2937
 BK2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2937
 BK2937.The geoid height was determined by GEOID03.
 BK2937
 BK2937;                    North         East     Units Scale Factor Converg.
 BK2937;SPC LA S     -   194,632.167   846,429.590   MT  0.99993488   -0 47 52.4
 BK2937;SPC LA S     -   638,555.70  2,776,994.41   sFT  0.99993488   -0 47 52.4
 BK2937;UTM  15      - 3,346,074.946   506,823.846   MT  0.99960057   +0 02 08.6
 BK2937
 BK2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2937!SPC LA S     -   1.00000211  x   0.99993488  =   0.99993699
 BK2937!UTM  15      -   1.00000211  x   0.99960057  =   0.99960268
 BK2937
 BK2937:                Primary Azimuth Mark                     Grid Az
 BK2937:SPC LA S     -  27A001 LADH 1965                         085 15 52.7
 BK2937:UTM  15      -  27A001 LADH 1965                         084 25 51.7
 BK2937
 BK2937|---------------------------------------------------------------------|
 BK2937| PID    Reference Object                     Distance      Geod. Az  |
 BK2937|                                                           dddmmss.s |
 BK2937| BK2941 27A001 LADH 1965                    APPROX. 0.9 KM 0842800.3 |
 BK2937|---------------------------------------------------------------------|
 BK2937
 BK2937                          SUPERSEDED SURVEY CONTROL
 BK2937
 BK2937  NAD 83(1986)-  30 14 46.53592(N)    092 55 44.65485(W) AD(       ) 2
 BK2937  NAD 27      -  30 14 45.78873(N)    092 55 44.12130(W) AD(       ) 2
 BK2937  NGVD 29 (07/19/86)   13.8    (m)           45.     (f) VERT ANG       
 BK2937
 BK2937.Superseded values are not recommended for survey control.
 BK2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2937.See file dsdata.txt to determine how the superseded data were derived.
 BK2937
 BK2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0682446075(NAD 83)
 BK2937_MARKER: DD = SURVEY DISK
 BK2937_SETTING: 0 = UNSPECIFIED SETTING
 BK2937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2937
 BK2937  HISTORY     - Date     Condition        Report By
 BK2937  HISTORY     - 1965     MONUMENTED       LADH
 BK2937  HISTORY     - 19961222 GOOD             USPSQD
 BK2937  HISTORY     - 20021102 GOOD             USPSQD
 BK2937
 BK2937                          STATION DESCRIPTION
 BK2937
 BK2937'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2937'STATION IS A STANDARD DISK SET IN THE SOUTHEAST CORNER OF LA.
 BK2937'HIGHWAY 101 OVERPASS ON INTERSTATE I-10, IN THE ROADWAY, IN THE
 BK2937'ABUTMENT, 3 FEET WEST OF CURB.  THE OVERPASS IS JUST EAST
 BK2937'OF U.S.C. AND G.S., STATION LACASSINE.  STATION IS STAMPED
 BK2937'10A012.  TO REACH THIS STATION FROM THE ST. RAPHAEL CATHOLIC
 BK2937'CHURCH IN IOWA, FOLLOW LA. HIGHWAY 383 NORTH FOR 0.90 MILE,
 BK2937'THENCE EAST ALONG INTERSTATE I-10 FOR 5.23 MILES TO STATION
 BK2937'ON OVERPASS.
 BK2937'
 BK2937'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2937
 BK2937                          STATION RECOVERY (1996)
 BK2937
 BK2937'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2937'RECOVERED IN GOOD CONDITION.
 BK2937
 BK2937                          STATION RECOVERY (2002)
 BK2937
 BK2937'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 BK2937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3191 ***********************************************************************
 BK3191  DESIGNATION -  10B001
 BK3191  PID         -  BK3191
 BK3191  STATE/COUNTY-  LA/CALCASIEU
 BK3191  USGS QUAD   -  VINTON (1994)
 BK3191
 BK3191                         *CURRENT SURVEY CONTROL
 BK3191  ___________________________________________________________________
 BK3191* NAD 83(1992)-  30 11 47.50972(N)    093 30 29.28240(W)     ADJUSTED  
 BK3191* NAVD 88     -        11.7  **(meters)      38.   **(feet)  GPS OBS   
 BK3191  **This station is located in a subsidence area (see below).
 BK3191  ___________________________________________________________________
 BK3191  X           -    -337,605.980 (meters)                     COMP
 BK3191  Y           -  -5,506,978.759 (meters)                     COMP
 BK3191  Z           -   3,189,214.480 (meters)                     COMP
 BK3191  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK3191  ELLIP HEIGHT-         -15.80  (meters)          (02/20/02) GPS OBS
 BK3191  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK3191
 BK3191  HORZ ORDER  -  FIRST
 BK3191  ELLP ORDER  -  FOURTH    CLASS I
 BK3191
 BK3191.The horizontal coordinates were established by GPS observations
 BK3191.and adjusted by the National Geodetic Survey in January 1995..
 BK3191
 BK3191 ** The orthometric height has not been validated since last determined
 BK3191 ** by differential leveling and should not be used for control purposes.
 BK3191 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3191 ** area with valid NAVD 88 orthometric heights.
 BK3191 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3191 ** epoch indicated which incorporates improved geoid heights for the
 BK3191 ** Southern Louisiana Subsidence area.
 BK3191 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3191.The orthometric height was determined by GPS observations and a
 BK3191.high-resolution geoid model.
 BK3191
 BK3191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3191
 BK3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3191
 BK3191.The ellipsoidal height was determined by GPS observations
 BK3191.and is referenced to NAD 83.
 BK3191
 BK3191.The geoid height was determined by GEOID03.
 BK3191
 BK3191;                    North         East     Units Scale Factor Converg.
 BK3191;SPC LA S     -   190,038.198   790,603.182   MT  0.99993155   -1 05 14.7
 BK3191;SPC LA S     -   623,483.65  2,593,837.27   sFT  0.99993155   -1 05 14.7
 BK3191;UTM  15      - 3,340,671.938   451,088.187   MT  0.99962951   -0 15 20.1
 BK3191
 BK3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3191!SPC LA S     -   1.00000248  x   0.99993155  =   0.99993403
 BK3191!UTM  15      -   1.00000248  x   0.99962951  =   0.99963199
 BK3191
 BK3191:                Primary Azimuth Mark                     Grid Az
 BK3191:SPC LA S     -  10F005 LADH 1967                         258 26 05.2
 BK3191:UTM  15      -  10F005 LADH 1967                         257 36 10.6
 BK3191
 BK3191|---------------------------------------------------------------------|
 BK3191| PID    Reference Object                     Distance      Geod. Az  |
 BK3191|                                                           dddmmss.s |
 BK3191| BK3192 10F005 LADH 1967                    APPROX. 1.3 KM 2572050.5 |
 BK3191|---------------------------------------------------------------------|
 BK3191
 BK3191                          SUPERSEDED SURVEY CONTROL
 BK3191
 BK3191  ELLIP H (01/13/95)  -15.71   (m)                       GP(       ) 3 2
 BK3191  NAD 83(1992)-  30 11 47.50747(N)    093 30 29.28249(W) AD(       ) 2
 BK3191  NAD 83(1986)-  30 11 47.52504(N)    093 30 29.27172(W) AD(       ) 2
 BK3191  NAD 27      -  30 11 46.78150(N)    093 30 28.70100(W) AD(       ) 2
 BK3191  NGVD 29 (07/19/86)   12.1    (m)           40.     (f) VERT ANG       
 BK3191
 BK3191.Superseded values are not recommended for survey control.
 BK3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3191.See file dsdata.txt to determine how the superseded data were derived.
 BK3191
 BK3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5108840672(NAD 83)
 BK3191_MARKER: DD = SURVEY DISK
 BK3191_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK3191_SP_SET: CAP SET IN ROADWAY OF OVERPASS
 BK3191_STAMPING: 10B001
 BK3191_MARK LOGO: LADHGS
 BK3191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3191+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BK3191
 BK3191  HISTORY     - Date     Condition        Report By
 BK3191  HISTORY     - 1965     MONUMENTED       LADH
 BK3191  HISTORY     - 19901218 GOOD             VFM
 BK3191  HISTORY     - 20021102 GOOD             USPSQD
 BK3191  HISTORY     - 20041009 GOOD             USPSQD
 BK3191
 BK3191                          STATION DESCRIPTION
 BK3191
 BK3191'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3191'STATION IS A STANDARD DISK SET IN THE SOUTHEAST CORNER OF
 BK3191'AN OVERPASS ON INTERSTATE I-10. IN THE ROADWAY PORTION OF
 BK3191'THE ABUTMENT, 3 FEET FROM THE CURB AND SAFETY WALK.  STATION
 BK3191'IS 9.14 FEET NORTHWEST OF WITNESS POST AND SIGN.  STATION
 BK3191'IS STAMPED 10B001.
 BK3191'
 BK3191'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3191'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45
 BK3191'MILES TO INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10
 BK3191'FOR 8.10 MILES TO STATION SET IN OVERPASS.
 BK3191'
 BK3191'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3191
 BK3191                          STATION RECOVERY (1990)
 BK3191
 BK3191'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3191'RECOVERED AS DESCRIBED.
 BK3191
 BK3191                          STATION RECOVERY (2002)
 BK3191
 BK3191'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3191'RECOVERED IN GOOD CONDITION.
 BK3191
 BK3191                          STATION RECOVERY (2004)
 BK3191
 BK3191'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK3191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3168 ***********************************************************************
 BK3168  DESIGNATION -  10B002 LADH 1965
 BK3168  PID         -  BK3168
 BK3168  STATE/COUNTY-  LA/CALCASIEU
 BK3168  USGS QUAD   -  SULPHUR (1994)
 BK3168
 BK3168                         *CURRENT SURVEY CONTROL
 BK3168  ___________________________________________________________________
 BK3168* NAD 83(1992)-  30 11 59.11687(N)    093 29 26.16602(W)     ADJUSTED  
 BK3168* NAVD 88     -         5.0  **(meters)      16.   **(feet)  VERTCON   
 BK3168  **This station is located in a subsidence area (see below).
 BK3168  ___________________________________________________________________
 BK3168  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BK3168  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK3168
 BK3168  HORZ ORDER  -  SECOND
 BK3168
 BK3168.The horizontal coordinates were established by classical geodetic methods
 BK3168.and adjusted by the National Geodetic Survey in January 1993..
 BK3168
 BK3168 ** The orthometric height has not been validated since last determined
 BK3168 ** by differential leveling and should not be used for control purposes.
 BK3168 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3168 ** area with valid NAVD 88 orthometric heights.
 BK3168 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3168 ** epoch indicated which incorporates improved geoid heights for the
 BK3168 ** Southern Louisiana Subsidence area.
 BK3168 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3168
 BK3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3168
 BK3168.The geoid height was determined by GEOID03.
 BK3168
 BK3168;                    North         East     Units Scale Factor Converg.
 BK3168;SPC LA S     -   190,363.623   792,297.778   MT  0.99993174   -1 04 43.2
 BK3168;SPC LA S     -   624,551.32  2,599,396.96   sFT  0.99993174   -1 04 43.2
 BK3168;UTM  15      - 3,341,021.825   452,777.369   MT  0.99962751   -0 14 48.4
 BK3168
 BK3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3168!SPC LA S     -   1.00000352  x   0.99993174  =   0.99993526
 BK3168!UTM  15      -   1.00000352  x   0.99962751  =   0.99963102
 BK3168
 BK3168:                Primary Azimuth Mark                     Grid Az
 BK3168:SPC LA S     -  10B003 LADH 1965                         078 17 55.1
 BK3168:UTM  15      -  10B003 LADH 1965                         077 28 00.3
 BK3168
 BK3168|---------------------------------------------------------------------|
 BK3168| PID    Reference Object                     Distance      Geod. Az  |
 BK3168|                                                           dddmmss.s |
 BK3168| BK3167 10B003 LADH 1965                    APPROX. 1.3 KM 0771311.9 |
 BK3168|---------------------------------------------------------------------|
 BK3168
 BK3168                          SUPERSEDED SURVEY CONTROL
 BK3168
 BK3168  NAD 83(1986)-  30 11 59.13468(N)    093 29 26.15536(W) AD(       ) 2
 BK3168  NAD 27      -  30 11 58.39155(N)    093 29 25.58530(W) AD(       ) 2
 BK3168  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 BK3168
 BK3168.Superseded values are not recommended for survey control.
 BK3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3168.See file dsdata.txt to determine how the superseded data were derived.
 BK3168
 BK3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5277741022(NAD 83)
 BK3168_MARKER: DD = SURVEY DISK
 BK3168_SETTING: 0 = UNSPECIFIED SETTING
 BK3168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3168
 BK3168  HISTORY     - Date     Condition        Report By
 BK3168  HISTORY     - 1965     MONUMENTED       LADH
 BK3168  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3168
 BK3168                          STATION DESCRIPTION
 BK3168
 BK3168'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3168'STATION IS 51.60 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 BK3168'ROADWAY OF INTERSTATE I-10, 55.60 FEET WEST OF THE SOUTH
 BK3168'HEADWALL ON A DOUBLE CROSS DRAIN UNDER THE SOUTH ROADWAY
 BK3168'OF INTERSTATE I-10, 2.80 FEET SOUTH OF WITNESS POST AND SIGN,
 BK3168'1.32 FEET SOUTH OF A FENCE RUNNING EAST AND WEST AND 60.00
 BK3168'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BORROW PIT.
 BK3168'
 BK3168'STATION IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 BK3168'4 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED
 BK3168'10B002.
 BK3168'
 BK3168'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL BANK
 BK3168'IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45 MILES
 BK3168'TO INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10 FOR
 BK3168'7.10 MILES TO STATION ON SOUTH SIDE OF HIGHWAY.
 BK3168'
 BK3168'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3168
 BK3168                          STATION RECOVERY (2002)
 BK3168
 BK3168'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3167 ***********************************************************************
 BK3167  DESIGNATION -  10B003 LADH 1965
 BK3167  PID         -  BK3167
 BK3167  STATE/COUNTY-  LA/CALCASIEU
 BK3167  USGS QUAD   -  SULPHUR (1994)
 BK3167
 BK3167                         *CURRENT SURVEY CONTROL
 BK3167  ___________________________________________________________________
 BK3167* NAD 83(1992)-  30 12 08.52691(N)    093 28 38.39277(W)     ADJUSTED  
 BK3167* NAVD 88     -         5.0  **(meters)      16.   **(feet)  VERTCON   
 BK3167  **This station is located in a subsidence area (see below).
 BK3167  ___________________________________________________________________
 BK3167  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK3167  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK3167
 BK3167  HORZ ORDER  -  SECOND
 BK3167
 BK3167.The horizontal coordinates were established by classical geodetic methods
 BK3167.and adjusted by the National Geodetic Survey in January 1993..
 BK3167
 BK3167 ** The orthometric height has not been validated since last determined
 BK3167 ** by differential leveling and should not be used for control purposes.
 BK3167 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3167 ** area with valid NAVD 88 orthometric heights.
 BK3167 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3167 ** epoch indicated which incorporates improved geoid heights for the
 BK3167 ** Southern Louisiana Subsidence area.
 BK3167 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3167
 BK3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3167
 BK3167.The geoid height was determined by GEOID03.
 BK3167
 BK3167;                    North         East     Units Scale Factor Converg.
 BK3167;SPC LA S     -   190,629.339   793,580.721   MT  0.99993190   -1 04 19.3
 BK3167;SPC LA S     -   625,423.09  2,603,606.08   sFT  0.99993190   -1 04 19.3
 BK3167;UTM  15      - 3,341,306.053   454,055.928   MT  0.99962604   -0 14 24.5
 BK3167
 BK3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3167!SPC LA S     -   1.00000351  x   0.99993190  =   0.99993541
 BK3167!UTM  15      -   1.00000351  x   0.99962604  =   0.99962955
 BK3167
 BK3167:                Primary Azimuth Mark                     Grid Az
 BK3167:SPC LA S     -  10B002 LADH 1965                         258 17 55.3
 BK3167:UTM  15      -  10B002 LADH 1965                         257 28 00.5
 BK3167
 BK3167|---------------------------------------------------------------------|
 BK3167| PID    Reference Object                     Distance      Geod. Az  |
 BK3167|                                                           dddmmss.s |
 BK3167| BK3168 10B002 LADH 1965                    APPROX. 1.3 KM 2571336.0 |
 BK3167|---------------------------------------------------------------------|
 BK3167
 BK3167                          SUPERSEDED SURVEY CONTROL
 BK3167
 BK3167  NAD 83(1986)-  30 12 08.54492(N)    093 28 38.38219(W) AD(       ) 2
 BK3167  NAD 27      -  30 12 07.80207(N)    093 28 37.81290(W) AD(       ) 2
 BK3167  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 BK3167
 BK3167.Superseded values are not recommended for survey control.
 BK3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3167.See file dsdata.txt to determine how the superseded data were derived.
 BK3167
 BK3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5405641306(NAD 83)
 BK3167_MARKER: DD = SURVEY DISK
 BK3167_SETTING: 0 = UNSPECIFIED SETTING
 BK3167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3167
 BK3167  HISTORY     - Date     Condition        Report By
 BK3167  HISTORY     - 1965     MONUMENTED       LADH
 BK3167  HISTORY     - 1988     GOOD             USPSQD
 BK3167  HISTORY     - 20021102 GOOD             USPSQD
 BK3167
 BK3167                          STATION DESCRIPTION
 BK3167
 BK3167'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3167'STATION IS 2.80 FEET NORTHWEST OF WITNESS POST AND SIGN AND
 BK3167'IS SET IN THE SOUTHWEST CORNER OF THE WING GULLY BAYOU BRIDGE
 BK3167'ON THE SOUTH ROADWAY OF INTERSTATE I-10.
 BK3167'
 BK3167'STATION IS A STANDARD DISK SET IN THE CURB OF THE ABUTMENT
 BK3167'APPROXIMATELY 10 INCHES ABOVE THE SURFACE OF THE ROADWAY.
 BK3167'STATION IS STAMPED 10B003.
 BK3167'
 BK3167'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL BANK
 BK3167'IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45 MILES TO
 BK3167'INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 6.10
 BK3167'MILES TO STATION IN BRIDGE
 BK3167'
 BK3167'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3167
 BK3167                          STATION RECOVERY (1988)
 BK3167
 BK3167'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK3167'RECOVERED IN GOOD CONDITION.
 BK3167
 BK3167                          STATION RECOVERY (2002)
 BK3167
 BK3167'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3181 ***********************************************************************
 BK3181  DESIGNATION -  10B004 LADH 1965
 BK3181  PID         -  BK3181
 BK3181  STATE/COUNTY-  LA/CALCASIEU
 BK3181  USGS QUAD   -  SULPHUR (1994)
 BK3181
 BK3181                         *CURRENT SURVEY CONTROL
 BK3181  ___________________________________________________________________
 BK3181* NAD 83(1992)-  30 12 19.56313(N)    093 27 39.40735(W)     ADJUSTED  
 BK3181* NAVD 88     -         4.8  **(meters)      16.   **(feet)  VERTCON   
 BK3181  **This station is located in a subsidence area (see below).
 BK3181  ___________________________________________________________________
 BK3181  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK3181  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK3181
 BK3181  HORZ ORDER  -  SECOND
 BK3181
 BK3181.The horizontal coordinates were established by classical geodetic methods
 BK3181.and adjusted by the National Geodetic Survey in January 1993..
 BK3181
 BK3181 ** The orthometric height has not been validated since last determined
 BK3181 ** by differential leveling and should not be used for control purposes.
 BK3181 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3181 ** area with valid NAVD 88 orthometric heights.
 BK3181 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3181 ** epoch indicated which incorporates improved geoid heights for the
 BK3181 ** Southern Louisiana Subsidence area.
 BK3181 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3181
 BK3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3181
 BK3181.The geoid height was determined by GEOID03.
 BK3181
 BK3181;                    North         East     Units Scale Factor Converg.
 BK3181;SPC LA S     -   190,939.696   795,164.344   MT  0.99993209   -1 03 49.8
 BK3181;SPC LA S     -   626,441.32  2,608,801.69   sFT  0.99993209   -1 03 49.8
 BK3181;UTM  15      - 3,341,639.268   455,634.393   MT  0.99962428   -0 13 54.9
 BK3181
 BK3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3181!SPC LA S     -   1.00000354  x   0.99993209  =   0.99993563
 BK3181!UTM  15      -   1.00000354  x   0.99962428  =   0.99962782
 BK3181
 BK3181:                Primary Azimuth Mark                     Grid Az
 BK3181:SPC LA S     -  10B003 LADH 1965                         258 54 42.4
 BK3181:UTM  15      -  10B003 LADH 1965                         258 04 47.5
 BK3181
 BK3181|---------------------------------------------------------------------|
 BK3181| PID    Reference Object                     Distance      Geod. Az  |
 BK3181|                                                           dddmmss.s |
 BK3181| BK3167 10B003 LADH 1965                    APPROX. 1.6 KM 2575052.6 |
 BK3181|---------------------------------------------------------------------|
 BK3181
 BK3181                          SUPERSEDED SURVEY CONTROL
 BK3181
 BK3181  NAD 83(1986)-  30 12 19.58138(N)    093 27 39.39688(W) AD(       ) 2
 BK3181  NAD 27      -  30 12 18.83889(N)    093 27 38.82861(W) AD(       ) 2
 BK3181  NGVD 29 (07/19/86)    4.8    (m)           16.     (f) VERT ANG       
 BK3181
 BK3181.Superseded values are not recommended for survey control.
 BK3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3181.See file dsdata.txt to determine how the superseded data were derived.
 BK3181
 BK3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5563441639(NAD 83)
 BK3181_MARKER: DD = SURVEY DISK
 BK3181_SETTING: 0 = UNSPECIFIED SETTING
 BK3181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3181
 BK3181  HISTORY     - Date     Condition        Report By
 BK3181  HISTORY     - 1965     MONUMENTED       LADH
 BK3181  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3181
 BK3181                          STATION DESCRIPTION
 BK3181
 BK3181'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3181'STATION IS 46.84 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 BK3181'ROADWAY OF INTERSTATE I-10, 59.50 FEET SOUTHEAST OF THE
 BK3181'SOUTH HEADWALL OF A TRIPLE CONCRETE BOX CROSS DRAIN UNDER
 BK3181'INTERSTATE I-10, 2.55 FEET NORTH OF A FENCE RUNNING EAST AND
 BK3181'WEST, 2.10 FEET SOUTH OF WITNESS POST AND SIGN AND 10.81 FEET
 BK3181'NORTHEAST OF A 36 INCH OAK TREE ON THE EAST BANK OF A CANAL.
 BK3181'
 BK3181'STATION IS A STANDARD DISK SET IN A CONCRETE POST PROJECT 2
 BK3181'INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED
 BK3181'10B004.
 BK3181'
 BK3181'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL BANK IN
 BK3181'SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45 MILES TO
 BK3181'INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 5.30
 BK3181'MILES TO STATION ON THE SOUTH SIDE OF THE HIGHWAY.
 BK3181'
 BK3181'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3181
 BK3181                          STATION RECOVERY (2002)
 BK3181
 BK3181'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3182 ***********************************************************************
 BK3182  DESIGNATION -  10B005
 BK3182  PID         -  BK3182
 BK3182  STATE/COUNTY-  LA/CALCASIEU
 BK3182  USGS QUAD   -  SULPHUR (1994)
 BK3182
 BK3182                         *CURRENT SURVEY CONTROL
 BK3182  ___________________________________________________________________
 BK3182* NAD 83(1992)-  30 12 31.58666(N)    093 26 38.25998(W)     ADJUSTED  
 BK3182* NAVD 88     -        10.7  **(meters)      35.   **(feet)  GPS OBS   
 BK3182  **This station is located in a subsidence area (see below).
 BK3182  ___________________________________________________________________
 BK3182  X           -    -331,396.727 (meters)                     COMP
 BK3182  Y           -  -5,506,670.989 (meters)                     COMP
 BK3182  Z           -   3,190,386.985 (meters)                     COMP
 BK3182  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3182  ELLIP HEIGHT-         -16.83  (meters)          (02/20/02) GPS OBS
 BK3182  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK3182
 BK3182  HORZ ORDER  -  FIRST
 BK3182  ELLP ORDER  -  FOURTH    CLASS I
 BK3182
 BK3182.The horizontal coordinates were established by GPS observations
 BK3182.and adjusted by the National Geodetic Survey in January 1995..
 BK3182
 BK3182 ** The orthometric height has not been validated since last determined
 BK3182 ** by differential leveling and should not be used for control purposes.
 BK3182 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3182 ** area with valid NAVD 88 orthometric heights.
 BK3182 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3182 ** epoch indicated which incorporates improved geoid heights for the
 BK3182 ** Southern Louisiana Subsidence area.
 BK3182 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3182.The orthometric height was determined by GPS observations and a
 BK3182.high-resolution geoid model.
 BK3182
 BK3182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3182
 BK3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3182
 BK3182.The ellipsoidal height was determined by GPS observations
 BK3182.and is referenced to NAD 83.
 BK3182
 BK3182.The geoid height was determined by GEOID03.
 BK3182
 BK3182;                    North         East     Units Scale Factor Converg.
 BK3182;SPC LA S     -   191,279.611   796,806.242   MT  0.99993230   -1 03 19.2
 BK3182;SPC LA S     -   627,556.52  2,614,188.48   sFT  0.99993230   -1 03 19.2
 BK3182;UTM  15      - 3,342,002.875   457,270.677   MT  0.99962252   -0 13 24.2
 BK3182
 BK3182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3182!SPC LA S     -   1.00000264  x   0.99993230  =   0.99993494
 BK3182!UTM  15      -   1.00000264  x   0.99962252  =   0.99962516
 BK3182
 BK3182:                Primary Azimuth Mark                     Grid Az
 BK3182:SPC LA S     -  10B006 LADH 1965                         074 21 24.0
 BK3182:UTM  15      -  10B006 LADH 1965                         073 31 29.0
 BK3182
 BK3182|---------------------------------------------------------------------|
 BK3182| PID    Reference Object                     Distance      Geod. Az  |
 BK3182|                                                           dddmmss.s |
 BK3182| BK3169 10B006 LADH 1965                    APPROX. 1.1 KM 0731804.8 |
 BK3182|---------------------------------------------------------------------|
 BK3182
 BK3182                          SUPERSEDED SURVEY CONTROL
 BK3182
 BK3182  ELLIP H (01/13/95)  -16.74   (m)                       GP(       ) 3 2
 BK3182  NAD 83(1992)-  30 12 31.58416(N)    093 26 38.25949(W) AD(       ) 2
 BK3182  NAD 83(1986)-  30 12 31.60267(N)    093 26 38.24914(W) AD(       ) 2
 BK3182  NAD 27      -  30 12 30.86061(N)    093 26 37.68197(W) AD(       ) 2
 BK3182  NGVD 29 (07/19/86)   11.1    (m)           36.     (f) VERT ANG       
 BK3182
 BK3182.Superseded values are not recommended for survey control.
 BK3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3182.See file dsdata.txt to determine how the superseded data were derived.
 BK3182
 BK3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5727142003(NAD 83)
 BK3182_MARKER: DD = SURVEY DISK
 BK3182_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK3182_SP_SET: CAP SET IN ROADWAY OF OVERPASS
 BK3182_STAMPING: 10B005
 BK3182_MARK LOGO: LADHGS
 BK3182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3182+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1990
 BK3182
 BK3182  HISTORY     - Date     Condition        Report By
 BK3182  HISTORY     - 1965     MONUMENTED       LADH
 BK3182  HISTORY     - 1988     GOOD             USPSQD
 BK3182  HISTORY     - 19901221 GOOD             VFM
 BK3182  HISTORY     - 20021102 GOOD             USPSQD
 BK3182
 BK3182                          STATION DESCRIPTION
 BK3182
 BK3182'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3182'STATION IS SET IN THE SOUTHWEST CORNER OF THE CHOUPIQUE ROAD
 BK3182'OVERPASS ON INTERSTATE I-10.  IT IS APPROXIMATELY 3 FEET IN
 BK3182'THE ROADWAY FROM THE CURB AND SAFTY WALK.  STATION IS MARKED
 BK3182'BY A WITNESS POST AND SIGN.
 BK3182'
 BK3182'STATION IS A STANDARD DISK SET EVEN WITH THE SURFACE OF THE
 BK3182'ROADWAY.  STATION IS STAMPED 10B005.
 BK3182'
 BK3182'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL BANK
 BK3182'IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45 MILES
 BK3182'TO INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10 FOR
 BK3182'4.10 MILES TO STATION IN OVERPASS.
 BK3182'
 BK3182'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3182
 BK3182                          STATION RECOVERY (1988)
 BK3182
 BK3182'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK3182'RECOVERED IN GOOD CONDITION.
 BK3182
 BK3182                          STATION RECOVERY (1990)
 BK3182
 BK3182'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3182'RECOVERED AS DESCRIBED.
 BK3182
 BK3182                          STATION RECOVERY (2002)
 BK3182
 BK3182'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3169 ***********************************************************************
 BK3169  DESIGNATION -  10B006 LADH 1965
 BK3169  PID         -  BK3169
 BK3169  STATE/COUNTY-  LA/CALCASIEU
 BK3169  USGS QUAD   -  SULPHUR (1994)
 BK3169
 BK3169                         *CURRENT SURVEY CONTROL
 BK3169  ___________________________________________________________________
 BK3169* NAD 83(1992)-  30 12 41.54705(N)    093 26 00.02533(W)     ADJUSTED  
 BK3169* NAVD 88     -         4.0  **(meters)      13.   **(feet)  VERTCON   
 BK3169  **This station is located in a subsidence area (see below).
 BK3169  ___________________________________________________________________
 BK3169  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK3169  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3169
 BK3169  HORZ ORDER  -  SECOND
 BK3169
 BK3169.The horizontal coordinates were established by classical geodetic methods
 BK3169.and adjusted by the National Geodetic Survey in January 1993..
 BK3169
 BK3169 ** The orthometric height has not been validated since last determined
 BK3169 ** by differential leveling and should not be used for control purposes.
 BK3169 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3169 ** area with valid NAVD 88 orthometric heights.
 BK3169 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3169 ** epoch indicated which incorporates improved geoid heights for the
 BK3169 ** Southern Louisiana Subsidence area.
 BK3169 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3169.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3169
 BK3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3169
 BK3169.The geoid height was determined by GEOID03.
 BK3169
 BK3169;                    North         East     Units Scale Factor Converg.
 BK3169;SPC LA S     -   191,567.467   797,834.224   MT  0.99993248   -1 03 00.1
 BK3169;SPC LA S     -   628,500.93  2,617,561.12   sFT  0.99993248   -1 03 00.1
 BK3169;UTM  15      - 3,342,305.532   458,294.054   MT  0.99962146   -0 13 05.0
 BK3169
 BK3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3169!SPC LA S     -   1.00000367  x   0.99993248  =   0.99993615
 BK3169!UTM  15      -   1.00000367  x   0.99962146  =   0.99962513
 BK3169
 BK3169:                Primary Azimuth Mark                     Grid Az
 BK3169:SPC LA S     -  10B005                                   254 21 24.1
 BK3169:UTM  15      -  10B005                                   253 31 29.0
 BK3169
 BK3169|---------------------------------------------------------------------|
 BK3169| PID    Reference Object                     Distance      Geod. Az  |
 BK3169|                                                           dddmmss.s |
 BK3169| BK3182 10B005                              APPROX. 1.1 KM 2531824.0 |
 BK3169|---------------------------------------------------------------------|
 BK3169
 BK3169                          SUPERSEDED SURVEY CONTROL
 BK3169
 BK3169  NAD 83(1986)-  30 12 41.56573(N)    093 26 00.01507(W) AD(       ) 2
 BK3169  NAD 27      -  30 12 40.82402(N)    093 25 59.44890(W) AD(       ) 2
 BK3169  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 BK3169
 BK3169.Superseded values are not recommended for survey control.
 BK3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3169.See file dsdata.txt to determine how the superseded data were derived.
 BK3169
 BK3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5829442306(NAD 83)
 BK3169_MARKER: DD = SURVEY DISK
 BK3169_SETTING: 0 = UNSPECIFIED SETTING
 BK3169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3169
 BK3169  HISTORY     - Date     Condition        Report By
 BK3169  HISTORY     - 1965     MONUMENTED       LADH
 BK3169  HISTORY     - 20021102 GOOD             USPSQD
 BK3169
 BK3169                          STATION DESCRIPTION
 BK3169
 BK3169'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3169'STATION IS 47.23 FEET NORTH OF THE CENTERLINE OF THE NORTH
 BK3169'ROADWAY OF INTERSTATE I-10, 2.90 FEET NORTH OF WITNESS POST
 BK3169'AND SIGN, 1.92 FEET SOUTH OF A FENCE RUNNING EAST AND WEST,
 BK3169'9.10 FEET SOUTHEAST OF A CORNER ON A PROPERTY LINE (POSSIBLE
 BK3169'SECTION LINE) AND 66.33 FEET NORTHEAST OF THE NORTH HEADWALL
 BK3169'ON A CROSS DRAIN UNDER THE NORTH ROADWAY OF INTERSTATE I-10.
 BK3169'
 BK3169'STATION IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 BK3169'4 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED
 BK3169'10B006.
 BK3169'
 BK3169'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3169'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45
 BK3169'MILES TO INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10
 BK3169'FOR 3.50 MILES TO STATION ON THE NORTH SIDE OF HIGHWAY.
 BK3169'
 BK3169'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3169
 BK3169                          STATION RECOVERY (2002)
 BK3169
 BK3169'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3170 ***********************************************************************
 BK3170  DESIGNATION -  10B007 LADH 1965
 BK3170  PID         -  BK3170
 BK3170  STATE/COUNTY-  LA/CALCASIEU
 BK3170  USGS QUAD   -  SULPHUR (1994)
 BK3170
 BK3170                         *CURRENT SURVEY CONTROL
 BK3170  ___________________________________________________________________
 BK3170* NAD 83(1992)-  30 12 51.48644(N)    093 25 06.39851(W)     ADJUSTED  
 BK3170* NAVD 88     -        11.6  **(meters)      38.   **(feet)  VERTCON   
 BK3170  **This station is located in a subsidence area (see below).
 BK3170  ___________________________________________________________________
 BK3170  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK3170  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3170
 BK3170  HORZ ORDER  -  SECOND
 BK3170
 BK3170.The horizontal coordinates were established by classical geodetic methods
 BK3170.and adjusted by the National Geodetic Survey in January 1993..
 BK3170
 BK3170 ** The orthometric height has not been validated since last determined
 BK3170 ** by differential leveling and should not be used for control purposes.
 BK3170 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3170 ** area with valid NAVD 88 orthometric heights.
 BK3170 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3170 ** epoch indicated which incorporates improved geoid heights for the
 BK3170 ** Southern Louisiana Subsidence area.
 BK3170 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3170
 BK3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3170
 BK3170.The geoid height was determined by GEOID03.
 BK3170
 BK3170;                    North         East     Units Scale Factor Converg.
 BK3170;SPC LA S     -   191,847.274   799,273.691   MT  0.99993265   -1 02 33.3
 BK3170;SPC LA S     -   629,418.93  2,622,283.77   sFT  0.99993265   -1 02 33.3
 BK3170;UTM  15      - 3,342,606.118   459,728.858   MT  0.99962001   -0 12 38.1
 BK3170
 BK3170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3170!SPC LA S     -   1.00000247  x   0.99993265  =   0.99993512
 BK3170!UTM  15      -   1.00000247  x   0.99962001  =   0.99962248
 BK3170
 BK3170:                Primary Azimuth Mark                     Grid Az
 BK3170:SPC LA S     -  10B008 LADH 1965                         081 09 37.3
 BK3170:UTM  15      -  10B008 LADH 1965                         080 19 42.1
 BK3170
 BK3170|---------------------------------------------------------------------|
 BK3170| PID    Reference Object                     Distance      Geod. Az  |
 BK3170|                                                           dddmmss.s |
 BK3170| BK3171 10B008 LADH 1965                    APPROX. 1.1 KM 0800704.0 |
 BK3170|---------------------------------------------------------------------|
 BK3170
 BK3170                          SUPERSEDED SURVEY CONTROL
 BK3170
 BK3170  NAD 83(1986)-  30 12 51.50537(N)    093 25 06.38835(W) AD(       ) 2
 BK3170  NAD 27      -  30 12 50.76411(N)    093 25 05.82339(W) AD(       ) 2
 BK3170  NGVD 29 (07/19/86)   11.6    (m)           38.     (f) VERT ANG       
 BK3170
 BK3170.Superseded values are not recommended for survey control.
 BK3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3170.See file dsdata.txt to determine how the superseded data were derived.
 BK3170
 BK3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5972942606(NAD 83)
 BK3170_MARKER: DD = SURVEY DISK
 BK3170_SETTING: 0 = UNSPECIFIED SETTING
 BK3170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3170
 BK3170  HISTORY     - Date     Condition        Report By
 BK3170  HISTORY     - 1965     MONUMENTED       LADH
 BK3170  HISTORY     - 20021102 GOOD             USPSQD
 BK3170
 BK3170                          STATION DESCRIPTION
 BK3170
 BK3170'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3170'STATION IS SET IN THE NORTHWEST CORNER OF AN OVERPASS ON
 BK3170'INTERSTATE I-10 APPROXIMATELY 3 FEET IN THE ROADWAY.  IT IS
 BK3170'MARKED WITH A WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 BK3170'SET FLUSH WITH THE SURFACE OF THE ROADWAY.  STATION IS STAMPED
 BK3170'10B007.
 BK3170'
 BK3170'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3170'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45
 BK3170'MILES TO INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10
 BK3170'FOR 2.60 MILES TO STATION IN OVERPASS.
 BK3170'
 BK3170'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3170
 BK3170                          STATION RECOVERY (2002)
 BK3170
 BK3170'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3171 ***********************************************************************
 BK3171  DESIGNATION -  10B008 LADH 1965
 BK3171  PID         -  BK3171
 BK3171  STATE/COUNTY-  LA/CALCASIEU
 BK3171  USGS QUAD   -  SULPHUR (1994)
 BK3171
 BK3171                         *CURRENT SURVEY CONTROL
 BK3171  ___________________________________________________________________
 BK3171* NAD 83(1992)-  30 12 57.54238(N)    093 24 26.36042(W)     ADJUSTED  
 BK3171* NAVD 88     -         5.4  **(meters)      18.   **(feet)  VERTCON   
 BK3171  **This station is located in a subsidence area (see below).
 BK3171  ___________________________________________________________________
 BK3171  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3171  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK3171
 BK3171  HORZ ORDER  -  SECOND
 BK3171
 BK3171.The horizontal coordinates were established by classical geodetic methods
 BK3171.and adjusted by the National Geodetic Survey in January 1993..
 BK3171
 BK3171 ** The orthometric height has not been validated since last determined
 BK3171 ** by differential leveling and should not be used for control purposes.
 BK3171 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3171 ** area with valid NAVD 88 orthometric heights.
 BK3171 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3171 ** epoch indicated which incorporates improved geoid heights for the
 BK3171 ** Southern Louisiana Subsidence area.
 BK3171 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3171.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3171
 BK3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3171
 BK3171.The geoid height was determined by GEOID03.
 BK3171
 BK3171;                    North         East     Units Scale Factor Converg.
 BK3171;SPC LA S     -   192,014.284   800,347.595   MT  0.99993276   -1 02 13.3
 BK3171;SPC LA S     -   629,966.86  2,625,807.07   sFT  0.99993276   -1 02 13.3
 BK3171;UTM  15      - 3,342,788.647   460,799.888   MT  0.99961896   -0 12 18.0
 BK3171
 BK3171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3171!SPC LA S     -   1.00000345  x   0.99993276  =   0.99993621
 BK3171!UTM  15      -   1.00000345  x   0.99961896  =   0.99962240
 BK3171
 BK3171:                Primary Azimuth Mark                     Grid Az
 BK3171:SPC LA S     -  10B007 LADH 1965                         261 09 37.5
 BK3171:UTM  15      -  10B007 LADH 1965                         260 19 42.2
 BK3171
 BK3171|---------------------------------------------------------------------|
 BK3171| PID    Reference Object                     Distance      Geod. Az  |
 BK3171|                                                           dddmmss.s |
 BK3171| BK3170 10B007 LADH 1965                    APPROX. 1.1 KM 2600724.2 |
 BK3171|---------------------------------------------------------------------|
 BK3171
 BK3171                          SUPERSEDED SURVEY CONTROL
 BK3171
 BK3171  NAD 83(1986)-  30 12 57.56150(N)    093 24 26.35032(W) AD(       ) 2
 BK3171  NAD 27      -  30 12 56.82059(N)    093 24 25.78610(W) AD(       ) 2
 BK3171  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 BK3171
 BK3171.Superseded values are not recommended for survey control.
 BK3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3171.See file dsdata.txt to determine how the superseded data were derived.
 BK3171
 BK3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6080042789(NAD 83)
 BK3171_MARKER: DD = SURVEY DISK
 BK3171_SETTING: 0 = UNSPECIFIED SETTING
 BK3171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3171+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005
 BK3171
 BK3171  HISTORY     - Date     Condition        Report By
 BK3171  HISTORY     - 1965     MONUMENTED       LADH
 BK3171  HISTORY     - 20021102 GOOD             USPSQD
 BK3171  HISTORY     - 20040105 GOOD             USPSQD
 BK3171  HISTORY     - 20050610 GOOD             USPSQD
 BK3171
 BK3171                          STATION DESCRIPTION
 BK3171
 BK3171'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3171'STATION IS 53.2 FEET NORTH OF THE CENTERLINE OF THE WEST
 BK3171'BOUND LANE OF INTERSTATE I-10, 16.40 FEET EAST OF THE CENTERLINE
 BK3171'OF THE UNITED GAS PIPELINE RIGHT OF WAY, 2.0 FEET NORTH OF
 BK3171'WITNESS POST AND SIGN, 5.0 FEET NORTH OF EAST-WEST RIGHT
 BK3171'OF WAY FENCE AND 307.6 FEET WEST OF THE NORTH END OF A CROSS
 BK3171'DRAIN UNDER THE WEST BOUND ROADWAY OF INTERSTATE I-10.
 BK3171'
 BK3171'STATION IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 BK3171'2 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED
 BK3171'10B008.
 BK3171'
 BK3171'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3171'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45
 BK3171'MILES TO INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10
 BK3171'FOR 1.8 MILES TO STATION ON THE NORTH SIDE OF THE HIGHWAY.
 BK3171'
 BK3171'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3171
 BK3171                          STATION RECOVERY (2002)
 BK3171
 BK3171'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3171'RECOVERED IN GOOD CONDITION.
 BK3171
 BK3171                          STATION RECOVERY (2004)
 BK3171
 BK3171'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3171'RECOVERED IN GOOD CONDITION.
 BK3171
 BK3171                          STATION RECOVERY (2005)
 BK3171
 BK3171'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3172 ***********************************************************************
 BK3172  DESIGNATION -  10B009 LADH 1965
 BK3172  PID         -  BK3172
 BK3172  STATE/COUNTY-  LA/CALCASIEU
 BK3172  USGS QUAD   -  SULPHUR (1994)
 BK3172
 BK3172                         *CURRENT SURVEY CONTROL
 BK3172  ___________________________________________________________________
 BK3172* NAD 83(1992)-  30 12 54.89908(N)    093 23 34.26651(W)     ADJUSTED  
 BK3172* NAVD 88     -         4.0  **(meters)      13.   **(feet)  VERTCON   
 BK3172  **This station is located in a subsidence area (see below).
 BK3172  ___________________________________________________________________
 BK3172  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3172  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3172
 BK3172  HORZ ORDER  -  SECOND
 BK3172
 BK3172.The horizontal coordinates were established by classical geodetic methods
 BK3172.and adjusted by the National Geodetic Survey in January 1993..
 BK3172
 BK3172 ** The orthometric height has not been validated since last determined
 BK3172 ** by differential leveling and should not be used for control purposes.
 BK3172 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3172 ** area with valid NAVD 88 orthometric heights.
 BK3172 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3172 ** epoch indicated which incorporates improved geoid heights for the
 BK3172 ** Southern Louisiana Subsidence area.
 BK3172 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3172.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3172
 BK3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3172
 BK3172.The geoid height was determined by GEOID03.
 BK3172
 BK3172;                    North         East     Units Scale Factor Converg.
 BK3172;SPC LA S     -   191,907.782   801,738.986   MT  0.99993272   -1 01 47.2
 BK3172;SPC LA S     -   629,617.45  2,630,371.99   sFT  0.99993272   -1 01 47.2
 BK3172;UTM  15      - 3,342,702.389   462,192.241   MT  0.99961763   -0 11 51.7
 BK3172
 BK3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3172!SPC LA S     -   1.00000366  x   0.99993272  =   0.99993638
 BK3172!UTM  15      -   1.00000366  x   0.99961763  =   0.99962129
 BK3172
 BK3172:                Primary Azimuth Mark                     Grid Az
 BK3172:SPC LA S     -  10B008 LADH 1965                         274 22 37.6
 BK3172:UTM  15      -  10B008 LADH 1965                         273 32 42.1
 BK3172
 BK3172|---------------------------------------------------------------------|
 BK3172| PID    Reference Object                     Distance      Geod. Az  |
 BK3172|                                                           dddmmss.s |
 BK3172| BK3171 10B008 LADH 1965                    APPROX. 1.4 KM 2732050.4 |
 BK3172|---------------------------------------------------------------------|
 BK3172
 BK3172                          SUPERSEDED SURVEY CONTROL
 BK3172
 BK3172  NAD 83(1986)-  30 12 54.91844(N)    093 23 34.25644(W) AD(       ) 2
 BK3172  NAD 27      -  30 12 54.17769(N)    093 23 33.69376(W) AD(       ) 2
 BK3172  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 BK3172
 BK3172.Superseded values are not recommended for survey control.
 BK3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3172.See file dsdata.txt to determine how the superseded data were derived.
 BK3172
 BK3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6219242702(NAD 83)
 BK3172_MARKER: DD = SURVEY DISK
 BK3172_SETTING: 0 = UNSPECIFIED SETTING
 BK3172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3172
 BK3172  HISTORY     - Date     Condition        Report By
 BK3172  HISTORY     - 1965     MONUMENTED       LADH
 BK3172  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3172
 BK3172                          STATION DESCRIPTION
 BK3172
 BK3172'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3172'STATION IS 50.5 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 BK3172'ROADWAY OF INTERSTATE I-10, 1.50 FEET SOUTH OF WITNESS POST
 BK3172'AND SIGN, 74.0 FEET SOUTHWEST OF THE CENTER OF THE SOUTH
 BK3172'END OF A CROSS DRAIN UNDER THE EAST BOUND ROADWAY OF INTERSTATE
 BK3172'I-10, 6.15 FEET WEST OF FENCE CORNER OF THE RIGHT OF WAY
 BK3172'FENCE AND 108.2 FEET SOUTHWEST OF THE CENTER OF THE NORTH
 BK3172'END OF A CROSS DRAIN UNDER THE EAST BOUND LANE OF INTESTATE
 BK3172'I-10.
 BK3172'
 BK3172'STATION IS A STANDARD DISK SET IN A CONCRETE POST FLUSH
 BK3172'WITH THE SURFACE OF THE GROUND STATION IS STAMPED 10B009.
 BK3172'
 BK3172'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL BANK IN
 BK3172'SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45 MILES
 BK3172'TO INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10 FOR
 BK3172'0.90 MILE TO STATION SOUTH OF THE HIGHWAY.
 BK3172'
 BK3172'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3172
 BK3172                          STATION RECOVERY (2002)
 BK3172
 BK3172'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3176 ***********************************************************************
 BK3176  DESIGNATION -  10B010 LADH 1965
 BK3176  PID         -  BK3176
 BK3176  STATE/COUNTY-  LA/CALCASIEU
 BK3176  USGS QUAD   -  SULPHUR (1994)
 BK3176
 BK3176                         *CURRENT SURVEY CONTROL
 BK3176  ___________________________________________________________________
 BK3176* NAD 83(1992)-  30 12 57.28023(N)    093 22 34.22612(W)     ADJUSTED  
 BK3176* NAVD 88     -        10.9  **(meters)      36.   **(feet)  VERTCON   
 BK3176  **This station is located in a subsidence area (see below).
 BK3176  ___________________________________________________________________
 BK3176  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3176  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK3176
 BK3176  HORZ ORDER  -  SECOND
 BK3176
 BK3176.The horizontal coordinates were established by classical geodetic methods
 BK3176.and adjusted by the National Geodetic Survey in January 1993..
 BK3176
 BK3176 ** The orthometric height has not been validated since last determined
 BK3176 ** by differential leveling and should not be used for control purposes.
 BK3176 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3176 ** area with valid NAVD 88 orthometric heights.
 BK3176 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3176 ** epoch indicated which incorporates improved geoid heights for the
 BK3176 ** Southern Louisiana Subsidence area.
 BK3176 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3176
 BK3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3176
 BK3176.The geoid height was determined by GEOID03.
 BK3176
 BK3176;                    North         East     Units Scale Factor Converg.
 BK3176;SPC LA S     -   191,952.350   803,345.631   MT  0.99993276   -1 01 17.2
 BK3176;SPC LA S     -   629,763.67  2,635,643.12   sFT  0.99993276   -1 01 17.2
 BK3176;UTM  15      - 3,342,770.263   463,797.562   MT  0.99961617   -0 11 21.5
 BK3176
 BK3176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3176!SPC LA S     -   1.00000258  x   0.99993276  =   0.99993534
 BK3176!UTM  15      -   1.00000258  x   0.99961617  =   0.99961875
 BK3176
 BK3176:                Primary Azimuth Mark                     Grid Az
 BK3176:SPC LA S     -  10B011 LADH 1965                         180 10 16.9
 BK3176:UTM  15      -  10B011 LADH 1965                         179 20 21.2
 BK3176
 BK3176|---------------------------------------------------------------------|
 BK3176| PID    Reference Object                     Distance      Geod. Az  |
 BK3176|                                                           dddmmss.s |
 BK3176| BK3178 10B011 LADH 1965                    APPROX. 1.1 KM 1790859.7 |
 BK3176|---------------------------------------------------------------------|
 BK3176
 BK3176                          SUPERSEDED SURVEY CONTROL
 BK3176
 BK3176  NAD 83(1986)-  30 12 57.29988(N)    093 22 34.21610(W) AD(       ) 2
 BK3176  NAD 27      -  30 12 56.55951(N)    093 22 33.65474(W) AD(       ) 2
 BK3176  NGVD 29 (07/19/86)   10.9    (m)           36.     (f) VERT ANG       
 BK3176
 BK3176.Superseded values are not recommended for survey control.
 BK3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3176.See file dsdata.txt to determine how the superseded data were derived.
 BK3176
 BK3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6379842770(NAD 83)
 BK3176_MARKER: DD = SURVEY DISK
 BK3176_SETTING: 0 = UNSPECIFIED SETTING
 BK3176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3176
 BK3176  HISTORY     - Date     Condition        Report By
 BK3176  HISTORY     - 1965     MONUMENTED       LADH
 BK3176  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3176  HISTORY     - 20040630 MARK NOT FOUND   USPSQD
 BK3176
 BK3176                          STATION DESCRIPTION
 BK3176
 BK3176'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3176'THE STATION IS A 2 INCH BY 6 INCH BRASS PLATE SET IN THE
 BK3176'ROADWAY OF THE NORTH LANE OF THE WEST BOUND ROADWAY ON AN
 BK3176'OVERPASS ON INTERSTATE I-10.  THE STATION IS 109.492 FEET
 BK3176'WEST OF REFERENCE MARK NO. 2 WHICH IS SET IN THE ABUTMENT
 BK3176'IN THE NORTHEAST CORNER OF THE OVERPASS AND 171.700 FEET
 BK3176'EAST OF REFERENCE MARK NO. 1 WHICH IS SET IN THE ABUTMENT
 BK3176'IN THE NORTHWEST CORNER OF THE OVERPASS REFERENCE MARK NO. 1.
 BK3176'THE STATION AND REFERENCE MARK NO. 2 FORM A STRAIGHT LINE
 BK3176'THE STATION IS STAMPED 10B010.
 BK3176'
 BK3176'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3176'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45
 BK3176'MILES TO THE STATION IN THE SULPHUR OVERPASS ON INTERSTATE
 BK3176'I-10.
 BK3176'
 BK3176'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3176
 BK3176                          STATION RECOVERY (2002)
 BK3176
 BK3176'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3176'MARK NOT FOUND.
 BK3176
 BK3176                          STATION RECOVERY (2004)
 BK3176
 BK3176'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3176'THE OLD BRIDGE HAS BEEN DEMOLISHED AND HAS BEEN REPLACED.  MARKER NO
 BK3176'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3178 ***********************************************************************
 BK3178  DESIGNATION -  10B011 LADH 1965
 BK3178  PID         -  BK3178
 BK3178  STATE/COUNTY-  LA/CALCASIEU
 BK3178  USGS QUAD   -  SULPHUR (1994)
 BK3178
 BK3178                         *CURRENT SURVEY CONTROL
 BK3178  ___________________________________________________________________
 BK3178* NAD 83(1992)-  30 12 21.32115(N)    093 22 33.61183(W)     ADJUSTED  
 BK3178* NAVD 88     -         3.7  **(meters)      12.   **(feet)  VERTCON   
 BK3178  **This station is located in a subsidence area (see below).
 BK3178  ___________________________________________________________________
 BK3178  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK3178  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK3178
 BK3178  HORZ ORDER  -  SECOND
 BK3178
 BK3178.The horizontal coordinates were established by classical geodetic methods
 BK3178.and adjusted by the National Geodetic Survey in January 1993..
 BK3178
 BK3178 ** The orthometric height has not been validated since last determined
 BK3178 ** by differential leveling and should not be used for control purposes.
 BK3178 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3178 ** area with valid NAVD 88 orthometric heights.
 BK3178 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3178 ** epoch indicated which incorporates improved geoid heights for the
 BK3178 ** Southern Louisiana Subsidence area.
 BK3178 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3178
 BK3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3178
 BK3178.The geoid height was determined by GEOID03.
 BK3178
 BK3178;                    North         East     Units Scale Factor Converg.
 BK3178;SPC LA S     -   190,845.008   803,342.319   MT  0.99993212   -1 01 16.9
 BK3178;SPC LA S     -   626,130.66  2,635,632.26   sFT  0.99993212   -1 01 16.9
 BK3178;UTM  15      - 3,341,663.339   463,810.329   MT  0.99961616   -0 11 21.0
 BK3178
 BK3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3178!SPC LA S     -   1.00000371  x   0.99993212  =   0.99993583
 BK3178!UTM  15      -   1.00000371  x   0.99961616  =   0.99961987
 BK3178
 BK3178:                Primary Azimuth Mark                     Grid Az
 BK3178:SPC LA S     -  10B012 LADH 1965                         182 26 02.8
 BK3178:UTM  15      -  10B012 LADH 1965                         181 36 06.9
 BK3178
 BK3178|---------------------------------------------------------------------|
 BK3178| PID    Reference Object                     Distance      Geod. Az  |
 BK3178|                                                           dddmmss.s |
 BK3178| BK3173 10B012 LADH 1965                    APPROX. 1.0 KM 1812445.9 |
 BK3178|---------------------------------------------------------------------|
 BK3178
 BK3178                          SUPERSEDED SURVEY CONTROL
 BK3178
 BK3178  NAD 83(1986)-  30 12 21.34087(N)    093 22 33.60158(W) AD(       ) 2
 BK3178  NAD 27      -  30 12 20.59887(N)    093 22 33.04011(W) AD(       ) 2
 BK3178  NGVD 29 (07/19/86)    3.7    (m)           12.     (f) VERT ANG       
 BK3178
 BK3178.Superseded values are not recommended for survey control.
 BK3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3178.See file dsdata.txt to determine how the superseded data were derived.
 BK3178
 BK3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6381041663(NAD 83)
 BK3178_MARKER: DD = SURVEY DISK
 BK3178_SETTING: 0 = UNSPECIFIED SETTING
 BK3178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3178
 BK3178  HISTORY     - Date     Condition        Report By
 BK3178  HISTORY     - 1965     MONUMENTED       LADH
 BK3178  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3178  HISTORY     - 20040114 MARK NOT FOUND   USPSQD
 BK3178  HISTORY     - 20050610 MARK NOT FOUND   USPSQD
 BK3178
 BK3178                          STATION DESCRIPTION
 BK3178
 BK3178'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3178'STATION IS 44.9 FEET EAST OF THE CENTERLINE OF LOUISIANA
 BK3178'HIGHWAY 27, 2.2 FEET EAST OF WITNESS POST AND SIGN, 27.8
 BK3178'FEET SOUTH OF GULF PUBLIC UTILITIES POWER POLE NO. 623, 123.1
 BK3178'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN BUILDING
 BK3178'OF THE SOUTHSIDE ASSEMBLY OF GOD CHURCH, 26.7 FEET WEST
 BK3178'OF THE RIGHT OF WAY FENCE ALONG LOUISIANA HIGHWAY 27 AND
 BK3178'139.2 FEET NORTH OF THE CENTERLINE OF A BLACK TOP STREET
 BK3178'TO THE EAST.
 BK3178'
 BK3178'STATION IS A STANDARD DISK SET IN A CONCRETE POST THE TOP
 BK3178'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  STATION
 BK3178'IS STAMPED 10B011.
 BK3178'
 BK3178'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3178'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 2.13
 BK3178'MILES TO STATION ON THE EAST SIDE OF LOUISIANA HIGHWAY 27.
 BK3178'
 BK3178'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3178
 BK3178                          STATION RECOVERY (2002)
 BK3178
 BK3178'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3178'MARK NOT FOUND.
 BK3178
 BK3178                          STATION RECOVERY (2004)
 BK3178
 BK3178'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3178'MARK NOT FOUND.
 BK3178
 BK3178                          STATION RECOVERY (2005)
 BK3178
 BK3178'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3178'THIS AREA HAS EXPERIENCED EXTENSIVE ROAD WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3173 ***********************************************************************
 BK3173  DESIGNATION -  10B012 LADH 1965
 BK3173  PID         -  BK3173
 BK3173  STATE/COUNTY-  LA/CALCASIEU
 BK3173  USGS QUAD   -  SULPHUR (1994)
 BK3173
 BK3173                         *CURRENT SURVEY CONTROL
 BK3173  ___________________________________________________________________
 BK3173* NAD 83(1992)-  30 11 48.20123(N)    093 22 34.55214(W)     ADJUSTED  
 BK3173* NAVD 88     -         4.3  **(meters)      14.   **(feet)  VERTCON   
 BK3173  **This station is located in a subsidence area (see below).
 BK3173  ___________________________________________________________________
 BK3173  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK3173  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK3173
 BK3173  HORZ ORDER  -  SECOND
 BK3173
 BK3173.The horizontal coordinates were established by classical geodetic methods
 BK3173.and adjusted by the National Geodetic Survey in January 1993..
 BK3173
 BK3173 ** The orthometric height has not been validated since last determined
 BK3173 ** by differential leveling and should not be used for control purposes.
 BK3173 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3173 ** area with valid NAVD 88 orthometric heights.
 BK3173 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3173 ** epoch indicated which incorporates improved geoid heights for the
 BK3173 ** Southern Louisiana Subsidence area.
 BK3173 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3173.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3173
 BK3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3173
 BK3173.The geoid height was determined by GEOID03.
 BK3173
 BK3173;                    North         East     Units Scale Factor Converg.
 BK3173;SPC LA S     -   189,825.816   803,298.995   MT  0.99993156   -1 01 17.4
 BK3173;SPC LA S     -   622,786.86  2,635,490.12   sFT  0.99993156   -1 01 17.4
 BK3173;UTM  15      - 3,340,643.948   463,781.821   MT  0.99961618   -0 11 21.3
 BK3173
 BK3173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3173!SPC LA S     -   1.00000362  x   0.99993156  =   0.99993517
 BK3173!UTM  15      -   1.00000362  x   0.99961618  =   0.99961979
 BK3173
 BK3173:                Primary Azimuth Mark                     Grid Az
 BK3173:SPC LA S     -  10B011 LADH 1965                         002 26 02.8
 BK3173:UTM  15      -  10B011 LADH 1965                         001 36 06.7
 BK3173
 BK3173|---------------------------------------------------------------------|
 BK3173| PID    Reference Object                     Distance      Geod. Az  |
 BK3173|                                                           dddmmss.s |
 BK3173| BK3178 10B011 LADH 1965                    APPROX. 1.0 KM 0012445.4 |
 BK3173|---------------------------------------------------------------------|
 BK3173
 BK3173                          SUPERSEDED SURVEY CONTROL
 BK3173
 BK3173  NAD 83(1986)-  30 11 48.22101(N)    093 22 34.54167(W) AD(       ) 2
 BK3173  NAD 27      -  30 11 47.47752(N)    093 22 33.98025(W) AD(       ) 2
 BK3173  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 BK3173
 BK3173.Superseded values are not recommended for survey control.
 BK3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3173.See file dsdata.txt to determine how the superseded data were derived.
 BK3173
 BK3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6378240644(NAD 83)
 BK3173_MARKER: DD = SURVEY DISK
 BK3173_SETTING: 0 = UNSPECIFIED SETTING
 BK3173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3173
 BK3173  HISTORY     - Date     Condition        Report By
 BK3173  HISTORY     - 1965     MONUMENTED       LADH
 BK3173  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3173  HISTORY     - 20040114 MARK NOT FOUND   USPSQD
 BK3173  HISTORY     - 20050610 MARK NOT FOUND   USPSQD
 BK3173
 BK3173                          STATION DESCRIPTION
 BK3173
 BK3173'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3173'STATION IS 46.0 FEET WEST OF THE CENTERLINE OF LOUISIANA
 BK3173'HIGHWAY 27, 2.2 FEET WEST OF WITNESS POST AND SIGN, 1.6
 BK3173'FEET EAST LYONS INSURANCE AGENCY SIGN, 51.4 FEET NORTH OF
 BK3173'A TELEPHONE POLE, 3.5 FEET EAST OF THE NORTH-SOUTH RIGHT
 BK3173'OF WAY FENCE AND 156.65 FEET SOUTHWEST OF GULF PUBLIC UTILITIES
 BK3173'POWER POLE NO. 47.
 BK3173'
 BK3173'STATION IS A STANDARD DISK SET IN A CONCRETE THAT IS PROJECTING
 BK3173'2 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED
 BK3173'10B012.
 BK3173'
 BK3173'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3173'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 2.75
 BK3173'MILES TO STATION ON WEST SIDE OF HIGHWAY.
 BK3173'
 BK3173'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3173
 BK3173                          STATION RECOVERY (2002)
 BK3173
 BK3173'RECOVERY NOTE BY US POWER SQUADRON 2002 (MA)
 BK3173'MARK NOT FOUND.
 BK3173
 BK3173                          STATION RECOVERY (2004)
 BK3173
 BK3173'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3173'MARK NOT FOUND.
 BK3173
 BK3173                          STATION RECOVERY (2005)
 BK3173
 BK3173'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3180 ***********************************************************************
 BK3180  DESIGNATION -  10B013 LADH 1965
 BK3180  PID         -  BK3180
 BK3180  STATE/COUNTY-  LA/CALCASIEU
 BK3180  USGS QUAD   -  SULPHUR (1994)
 BK3180
 BK3180                         *CURRENT SURVEY CONTROL
 BK3180  ___________________________________________________________________
 BK3180* NAD 83(1992)-  30 10 58.77025(N)    093 22 33.42243(W)     ADJUSTED  
 BK3180* NAVD 88     -         3.4  **(meters)      11.   **(feet)  VERTCON   
 BK3180  **This station is located in a subsidence area (see below).
 BK3180  ___________________________________________________________________
 BK3180  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3180  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3180
 BK3180  HORZ ORDER  -  SECOND
 BK3180
 BK3180.The horizontal coordinates were established by classical geodetic methods
 BK3180.and adjusted by the National Geodetic Survey in January 1993..
 BK3180
 BK3180 ** The orthometric height has not been validated since last determined
 BK3180 ** by differential leveling and should not be used for control purposes.
 BK3180 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3180 ** area with valid NAVD 88 orthometric heights.
 BK3180 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3180 ** epoch indicated which incorporates improved geoid heights for the
 BK3180 ** Southern Louisiana Subsidence area.
 BK3180 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3180
 BK3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3180
 BK3180.The geoid height was determined by GEOID03.
 BK3180
 BK3180;                    North         East     Units Scale Factor Converg.
 BK3180;SPC LA S     -   188,303.484   803,302.076   MT  0.99993078   -1 01 16.8
 BK3180;SPC LA S     -   617,792.35  2,635,500.23   sFT  0.99993078   -1 01 16.8
 BK3180;UTM  15      - 3,339,122.301   463,807.007   MT  0.99961616   -0 11 20.5
 BK3180
 BK3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3180!SPC LA S     -   1.00000376  x   0.99993078  =   0.99993454
 BK3180!UTM  15      -   1.00000376  x   0.99961616  =   0.99961991
 BK3180
 BK3180:                Primary Azimuth Mark                     Grid Az
 BK3180:SPC LA S     -  10B014 LADH 1965                         182 21 06.4
 BK3180:UTM  15      -  10B014 LADH 1965                         181 31 10.1
 BK3180
 BK3180|---------------------------------------------------------------------|
 BK3180| PID    Reference Object                     Distance      Geod. Az  |
 BK3180|                                                           dddmmss.s |
 BK3180| BK3175 10B014 LADH 1965                    APPROX. 1.0 KM 1811949.6 |
 BK3180|---------------------------------------------------------------------|
 BK3180
 BK3180                          SUPERSEDED SURVEY CONTROL
 BK3180
 BK3180  NAD 83(1986)-  30 10 58.79010(N)    093 22 33.41160(W) AD(       ) 2
 BK3180  NAD 27      -  30 10 58.04454(N)    093 22 32.85052(W) AD(       ) 2
 BK3180  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 BK3180
 BK3180.Superseded values are not recommended for survey control.
 BK3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3180.See file dsdata.txt to determine how the superseded data were derived.
 BK3180
 BK3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6380739122(NAD 83)
 BK3180_MARKER: DD = SURVEY DISK
 BK3180_SETTING: 0 = UNSPECIFIED SETTING
 BK3180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3180
 BK3180  HISTORY     - Date     Condition        Report By
 BK3180  HISTORY     - 1965     MONUMENTED       LADH
 BK3180  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3180
 BK3180                          STATION DESCRIPTION
 BK3180
 BK3180'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3180'THE STATION IS 44.95 FEET EAST OF THE CENTERLINE OF LOUISIANA
 BK3180'HIGHWAY 27, 2.65 FEET EAST OF WITNESS POST AND SIGN, 2.75
 BK3180'FEET WEST OF A HIGHWAY RIGHT OF WAY MARKER, 3.25 FEET WEST
 BK3180'OF GULF PUBLIC UTILITIES POWER POLE NO. 60, 185 FEET SOUTH
 BK3180'OF THE CENTERLINE OF LOUISIANA HIGHWAY 108 PROJECTED WEST,
 BK3180'118.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING
 BK3180'(SIDS BAR), 11.0 FEET EAST OF THE CENTER OF THE SOUTH END
 BK3180'OF A SIDE DRAIN ON THE EAST SIDE OF LOUISIANA HIGHWAY 27
 BK3180'AND 5.55 FEET WEST OF THE FENCE CORNER IN THE NORTH-SOUTH
 BK3180'RIGHT OF WAY FENCE.
 BK3180'
 BK3180'STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT IS
 BK3180'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  STATION
 BK3180'IS STAMPED 10B013
 BK3180'
 BK3180'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3180'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 3.73
 BK3180'MILES TO THE STATION ON THE EAST SIDE OF THE HIGHWAY
 BK3180'
 BK3180'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3180
 BK3180                          STATION RECOVERY (2002)
 BK3180
 BK3180'RECOVERY NOTE BY US POWER SQUADRON 2002 (MA)
 BK3180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3175 ***********************************************************************
 BK3175  DESIGNATION -  10B014 LADH 1965
 BK3175  PID         -  BK3175
 BK3175  STATE/COUNTY-  LA/CALCASIEU
 BK3175  USGS QUAD   -  SULPHUR (1994)
 BK3175
 BK3175                         *CURRENT SURVEY CONTROL
 BK3175  ___________________________________________________________________
 BK3175* NAD 83(1992)-  30 10 26.44862(N)    093 22 34.28640(W)     ADJUSTED  
 BK3175* NAVD 88     -         3.8  **(meters)      12.   **(feet)  VERTCON   
 BK3175  **This station is located in a subsidence area (see below).
 BK3175  ___________________________________________________________________
 BK3175  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3175  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3175
 BK3175  HORZ ORDER  -  SECOND
 BK3175
 BK3175.The horizontal coordinates were established by classical geodetic methods
 BK3175.and adjusted by the National Geodetic Survey in January 1993..
 BK3175
 BK3175 ** The orthometric height has not been validated since last determined
 BK3175 ** by differential leveling and should not be used for control purposes.
 BK3175 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3175 ** area with valid NAVD 88 orthometric heights.
 BK3175 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3175 ** epoch indicated which incorporates improved geoid heights for the
 BK3175 ** Southern Louisiana Subsidence area.
 BK3175 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3175
 BK3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3175
 BK3175.The geoid height was determined by GEOID03.
 BK3175
 BK3175;                    North         East     Units Scale Factor Converg.
 BK3175;SPC LA S     -   187,308.838   803,261.227   MT  0.99993029   -1 01 17.2
 BK3175;SPC LA S     -   614,529.08  2,635,366.21   sFT  0.99993029   -1 01 17.2
 BK3175;UTM  15      - 3,338,127.479   463,780.619   MT  0.99961618   -0 11 20.7
 BK3175
 BK3175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3175!SPC LA S     -   1.00000369  x   0.99993029  =   0.99993398
 BK3175!UTM  15      -   1.00000369  x   0.99961618  =   0.99961987
 BK3175
 BK3175:                Primary Azimuth Mark                     Grid Az
 BK3175:SPC LA S     -  10B013 LADH 1965                         002 21 06.4
 BK3175:UTM  15      -  10B013 LADH 1965                         001 31 09.9
 BK3175
 BK3175|---------------------------------------------------------------------|
 BK3175| PID    Reference Object                     Distance      Geod. Az  |
 BK3175|                                                           dddmmss.s |
 BK3175| BK3180 10B013 LADH 1965                    APPROX. 1.0 KM 0011949.2 |
 BK3175|---------------------------------------------------------------------|
 BK3175
 BK3175                          SUPERSEDED SURVEY CONTROL
 BK3175
 BK3175  NAD 83(1986)-  30 10 26.46853(N)    093 22 34.27533(W) AD(       ) 2
 BK3175  NAD 27      -  30 10 25.72151(N)    093 22 33.71455(W) AD(       ) 2
 BK3175  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 BK3175
 BK3175.Superseded values are not recommended for survey control.
 BK3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3175.See file dsdata.txt to determine how the superseded data were derived.
 BK3175
 BK3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6378138127(NAD 83)
 BK3175_MARKER: DD = SURVEY DISK
 BK3175_SETTING: 0 = UNSPECIFIED SETTING
 BK3175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3175+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005
 BK3175
 BK3175  HISTORY     - Date     Condition        Report By
 BK3175  HISTORY     - 1965     MONUMENTED       LADH
 BK3175  HISTORY     - 20021102 GOOD             USPSQD
 BK3175  HISTORY     - 20040114 GOOD             USPSQD
 BK3175  HISTORY     - 20050610 GOOD             USPSQD
 BK3175
 BK3175                          STATION DESCRIPTION
 BK3175
 BK3175'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3175'THE STATION IS 36.3 FEET WEST OF THE CENTERLINE OF LOUISIANA
 BK3175'HIGHWAY 27, 2.35 FEET WEST OF WITNESS POST AND SIGN, 17.0
 BK3175'FEET SOUTHEAST OF A TELEPHONE POLE, 87.0 FEET WEST OF GULF
 BK3175'PUBLIC UTILITIES POWER POLE NO. 71, 223.5 FEET SOUTHWEST OF THE
 BK3175'SOUTHWEST CORNER OF THE SOUTHSIDE BAPTIST CHURCH AND 128.8
 BK3175'FEET SOUTH OF THE CENTERLINE OF A SHELL ROAD LEADING WEST
 BK3175'(DEAD END).
 BK3175'
 BK3175'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THE
 BK3175'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 BK3175'STATION IS STAMPED 10B014.
 BK3175'
 BK3175'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3175'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 4.37
 BK3175'MILES TO THE STATION ON THE WEST SIDE OF THE HIGHWAY.
 BK3175'
 BK3175'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3175
 BK3175                          STATION RECOVERY (2002)
 BK3175
 BK3175'RECOVERY NOTE BY US POWER SQUADRON 2002 (MA)
 BK3175'RECOVERED IN GOOD CONDITION.
 BK3175
 BK3175                          STATION RECOVERY (2004)
 BK3175
 BK3175'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3175'RECOVERED IN GOOD CONDITION.
 BK3175
 BK3175                          STATION RECOVERY (2005)
 BK3175
 BK3175'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3179 ***********************************************************************
 BK3179  DESIGNATION -  10B015 LADH 1965
 BK3179  PID         -  BK3179
 BK3179  STATE/COUNTY-  LA/CALCASIEU
 BK3179  USGS QUAD   -  SULPHUR (1994)
 BK3179
 BK3179                         *CURRENT SURVEY CONTROL
 BK3179  ___________________________________________________________________
 BK3179* NAD 83(1992)-  30 09 45.22058(N)    093 22 33.42230(W)     ADJUSTED  
 BK3179* NAVD 88     -         3.8  **(meters)      12.   **(feet)  VERTCON   
 BK3179  **This station is located in a subsidence area (see below).
 BK3179  ___________________________________________________________________
 BK3179  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK3179  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK3179
 BK3179  HORZ ORDER  -  SECOND
 BK3179
 BK3179.The horizontal coordinates were established by classical geodetic methods
 BK3179.and adjusted by the National Geodetic Survey in January 1993..
 BK3179
 BK3179 ** The orthometric height has not been validated since last determined
 BK3179 ** by differential leveling and should not be used for control purposes.
 BK3179 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3179 ** area with valid NAVD 88 orthometric heights.
 BK3179 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3179 ** epoch indicated which incorporates improved geoid heights for the
 BK3179 ** Southern Louisiana Subsidence area.
 BK3179 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3179
 BK3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3179
 BK3179.The geoid height was determined by GEOID03.
 BK3179
 BK3179;                    North         East     Units Scale Factor Converg.
 BK3179;SPC LA S     -   186,039.176   803,261.713   MT  0.99992971   -1 01 16.8
 BK3179;SPC LA S     -   610,363.53  2,635,367.80   sFT  0.99992971   -1 01 16.8
 BK3179;UTM  15      - 3,336,858.356   463,799.544   MT  0.99961617   -0 11 20.0
 BK3179
 BK3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3179!SPC LA S     -   1.00000369  x   0.99992971  =   0.99993340
 BK3179!UTM  15      -   1.00000369  x   0.99961617  =   0.99961986
 BK3179
 BK3179:                Primary Azimuth Mark                     Grid Az
 BK3179:SPC LA S     -  10B014 LADH 1965                         359 58 41.0
 BK3179:UTM  15      -  10B014 LADH 1965                         359 08 44.2
 BK3179
 BK3179|---------------------------------------------------------------------|
 BK3179| PID    Reference Object                     Distance      Geod. Az  |
 BK3179|                                                           dddmmss.s |
 BK3179| BK3175 10B014 LADH 1965                    APPROX. 1.3 KM 3585724.2 |
 BK3179|---------------------------------------------------------------------|
 BK3179
 BK3179                          SUPERSEDED SURVEY CONTROL
 BK3179
 BK3179  NAD 83(1986)-  30 09 45.24057(N)    093 22 33.41091(W) AD(       ) 2
 BK3179  NAD 27      -  30 09 44.49174(N)    093 22 32.85065(W) AD(       ) 2
 BK3179  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 BK3179
 BK3179.Superseded values are not recommended for survey control.
 BK3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3179.See file dsdata.txt to determine how the superseded data were derived.
 BK3179
 BK3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6380036858(NAD 83)
 BK3179_MARKER: DD = SURVEY DISK
 BK3179_SETTING: 0 = UNSPECIFIED SETTING
 BK3179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3179
 BK3179  HISTORY     - Date     Condition        Report By
 BK3179  HISTORY     - 1965     MONUMENTED       LADH
 BK3179  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3179  HISTORY     - 20040114 MARK NOT FOUND   USPSQD
 BK3179  HISTORY     - 20050610 MARK NOT FOUND   USPSQD
 BK3179
 BK3179                          STATION DESCRIPTION
 BK3179
 BK3179'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3179'THE STATION IS 46.3 FEET WEST OF THE CENTERLINE OF LOUISIANA
 BK3179'HIGHWAY 27, 35 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD,
 BK3179'2.4 FEET EAST OF WITNESS POST AND SIGN, 29 FEET NORTH OF
 BK3179'GULF PUBLIC UTILITIES POLE NO. 85, 79 FEET SOUTH OF THE
 BK3179'EAST END OF A CROSS DRAIN UNDER A GRAVEL ROAD AND ABOUT 200
 BK3179'FEET SOUTH OF THE INTERSECTION OF A GRAVEL ROAD WITH LOUISIANA
 BK3179'HIGHWAY 27.  LOUISIANA HIGHWAY 27 BEGINS A LONG CURVE TO
 BK3179'THE EAST AT THIS POINT.
 BK3179'
 BK3179'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THE
 BK3179'SURFACE OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 BK3179'THE STATION IS STAMPED 10B015.
 BK3179'
 BK3179'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3179'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 5.17
 BK3179'MILES TO STATION ON THE WEST SIDE OF THE HIGHWAY.
 BK3179'
 BK3179'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3179
 BK3179                          STATION RECOVERY (2002)
 BK3179
 BK3179'RECOVERY NOTE BY US POWER SQUADRON 2002 (MA)
 BK3179'MARK NOT FOUND.
 BK3179
 BK3179                          STATION RECOVERY (2004)
 BK3179
 BK3179'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3179'MARK NOT FOUND.
 BK3179
 BK3179                          STATION RECOVERY (2005)
 BK3179
 BK3179'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3156 ***********************************************************************
 BK3156  DESIGNATION -  10C001 LADH 1965
 BK3156  PID         -  BK3156
 BK3156  STATE/COUNTY-  LA/CALCASIEU
 BK3156  USGS QUAD   -  WESTLAKE (1996)
 BK3156
 BK3156                         *CURRENT SURVEY CONTROL
 BK3156  ___________________________________________________________________
 BK3156* NAD 83(1992)-  30 12 58.32700(N)    093 21 02.73424(W)     ADJUSTED  
 BK3156* NAVD 88     -         4.3  **(meters)      14.   **(feet)  VERTCON   
 BK3156  **This station is located in a subsidence area (see below).
 BK3156  ___________________________________________________________________
 BK3156  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3156  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK3156
 BK3156  HORZ ORDER  -  SECOND
 BK3156
 BK3156.The horizontal coordinates were established by classical geodetic methods
 BK3156.and adjusted by the National Geodetic Survey in January 1993..
 BK3156
 BK3156 ** The orthometric height has not been validated since last determined
 BK3156 ** by differential leveling and should not be used for control purposes.
 BK3156 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3156 ** area with valid NAVD 88 orthometric heights.
 BK3156 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3156 ** epoch indicated which incorporates improved geoid heights for the
 BK3156 ** Southern Louisiana Subsidence area.
 BK3156 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3156
 BK3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3156
 BK3156.The geoid height was determined by GEOID03.
 BK3156
 BK3156;                    North         East     Units Scale Factor Converg.
 BK3156;SPC LA S     -   191,941.232   805,792.466   MT  0.99993278   -1 00 31.5
 BK3156;SPC LA S     -   629,727.19  2,643,670.78   sFT  0.99993278   -1 00 31.5
 BK3156;UTM  15      - 3,342,794.675   466,243.524   MT  0.99961406   -0 10 35.5
 BK3156
 BK3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3156!SPC LA S     -   1.00000361  x   0.99993278  =   0.99993639
 BK3156!UTM  15      -   1.00000361  x   0.99961406  =   0.99961767
 BK3156
 BK3156:                Primary Azimuth Mark                     Grid Az
 BK3156:SPC LA S     -  10C002 LADH 1965                         089 19 46.0
 BK3156:UTM  15      -  10C002 LADH 1965                         088 29 50.0
 BK3156
 BK3156|---------------------------------------------------------------------|
 BK3156| PID    Reference Object                     Distance      Geod. Az  |
 BK3156|                                                           dddmmss.s |
 BK3156| BK3150 10C002 LADH 1965                    APPROX. 0.9 KM 0881914.5 |
 BK3156|---------------------------------------------------------------------|
 BK3156
 BK3156                          SUPERSEDED SURVEY CONTROL
 BK3156
 BK3156  NAD 83(1986)-  30 12 58.34703(N)    093 21 02.72449(W) AD(       ) 2
 BK3156  NAD 27      -  30 12 57.60674(N)    093 21 02.16338(W) AD(       ) 2
 BK3156  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 BK3156
 BK3156.Superseded values are not recommended for survey control.
 BK3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3156.See file dsdata.txt to determine how the superseded data were derived.
 BK3156
 BK3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6624442795(NAD 83)
 BK3156_MARKER: DD = SURVEY DISK
 BK3156_SETTING: 0 = UNSPECIFIED SETTING
 BK3156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3156
 BK3156  HISTORY     - Date     Condition        Report By
 BK3156  HISTORY     - 1965     MONUMENTED       LADH
 BK3156  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BK3156
 BK3156                          STATION DESCRIPTION
 BK3156
 BK3156'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3156'THE STATION IS 2.6 FEET NORTH OF WITNESS POST AND SIGN, 38.6
 BK3156'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND ROADWAY OF
 BK3156'INTERSTATE I-10, 9.1 FEET SOUTHWEST OF THE CENTER OF THE
 BK3156'NORTH END OF A CROSS DRAIN UNDER THE WEST BOUND LANE OF
 BK3156'INTERSTATE I-10, 60.7 FEET SOUTH OF THE EAST-WEST RIGHT OF
 BK3156'WAY FENCE ALONG INTERSTATE I-10, 10.9 FEET WEST OF THE
 BK3156'CENTERLINE OF A POWER LINE CROSSING INTERSTATE I-10, 75.7
 BK3156'FEET SOUTHWEST OF A VENT PIPE ON THE LAFITTE OIL TRADERS,
 BK3156'INC. PIPELINE AND 13.0 FEET EAST OF THE CENTERLINE OF A SHELL
 BK3156'ROAD RUNNING NORTH AND SOUTH.
 BK3156'
 BK3156'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT
 BK3156'IS PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE
 BK3156'STATION IS STAMPED 10C001.
 BK3156'
 BK3156'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3156'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45
 BK3156'MILES TO INTERSTATE I-10, THENCE EAST ALONG INTERSTATE I-10
 BK3156'FOR 1.55 MILES TO STATION ON THE NORTH SIDE OF THE HIGHWAY.
 BK3156'
 BK3156'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3156
 BK3156                          STATION RECOVERY (2001)
 BK3156
 BK3156'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BK3156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3150 ***********************************************************************
 BK3150  DESIGNATION -  10C002 LADH 1965
 BK3150  PID         -  BK3150
 BK3150  STATE/COUNTY-  LA/CALCASIEU
 BK3150  USGS QUAD   -  WESTLAKE (1996)
 BK3150
 BK3150                         *CURRENT SURVEY CONTROL
 BK3150  ___________________________________________________________________
 BK3150* NAD 83(1992)-  30 12 59.14282(N)    093 20 30.65063(W)     ADJUSTED  
 BK3150* NAVD 88     -         4.0  **(meters)      13.   **(feet)  VERTCON   
 BK3150  **This station is located in a subsidence area (see below).
 BK3150  ___________________________________________________________________
 BK3150  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK3150  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3150
 BK3150  HORZ ORDER  -  SECOND
 BK3150
 BK3150.The horizontal coordinates were established by classical geodetic methods
 BK3150.and adjusted by the National Geodetic Survey in January 1993..
 BK3150
 BK3150 ** The orthometric height has not been validated since last determined
 BK3150 ** by differential leveling and should not be used for control purposes.
 BK3150 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3150 ** area with valid NAVD 88 orthometric heights.
 BK3150 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3150 ** epoch indicated which incorporates improved geoid heights for the
 BK3150 ** Southern Louisiana Subsidence area.
 BK3150 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3150
 BK3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3150
 BK3150.The geoid height was determined by GEOID03.
 BK3150
 BK3150;                    North         East     Units Scale Factor Converg.
 BK3150;SPC LA S     -   191,951.277   806,650.743   MT  0.99993279   -1 00 15.4
 BK3150;SPC LA S     -   629,760.15  2,646,486.65   sFT  0.99993279   -1 00 15.4
 BK3150;UTM  15      - 3,342,817.178   467,101.290   MT  0.99961335   -0 10 19.4
 BK3150
 BK3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3150!SPC LA S     -   1.00000366  x   0.99993279  =   0.99993645
 BK3150!UTM  15      -   1.00000366  x   0.99961335  =   0.99961701
 BK3150
 BK3150:                Primary Azimuth Mark                     Grid Az
 BK3150:SPC LA S     -  10C001 LADH 1965                         269 19 46.0
 BK3150:UTM  15      -  10C001 LADH 1965                         268 29 50.0
 BK3150
 BK3150|---------------------------------------------------------------------|
 BK3150| PID    Reference Object                     Distance      Geod. Az  |
 BK3150|                                                           dddmmss.s |
 BK3150| BK3156 10C001 LADH 1965                    APPROX. 0.9 KM 2681930.6 |
 BK3150|---------------------------------------------------------------------|
 BK3150
 BK3150                          SUPERSEDED SURVEY CONTROL
 BK3150
 BK3150  NAD 83(1986)-  30 12 59.16296(N)    093 20 30.64103(W) AD(       ) 2
 BK3150  NAD 27      -  30 12 58.42270(N)    093 20 30.08024(W) AD(       ) 2
 BK3150  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 BK3150
 BK3150.Superseded values are not recommended for survey control.
 BK3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3150.See file dsdata.txt to determine how the superseded data were derived.
 BK3150
 BK3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6710142817(NAD 83)
 BK3150_MARKER: DD = SURVEY DISK
 BK3150_SETTING: 0 = UNSPECIFIED SETTING
 BK3150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3150
 BK3150  HISTORY     - Date     Condition        Report By
 BK3150  HISTORY     - 1965     MONUMENTED       LADH
 BK3150  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3150
 BK3150                          STATION DESCRIPTION
 BK3150
 BK3150'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3150'THE STATION IS 95.0 FEET NORTH OF THE CENTERLINE OF THE WEST
 BK3150'BOUND LANE OF INTERSTATE I-10, 1.9 FEET NORTH OF WITNESS POST
 BK3150'AND SIGN, 3.9 FEET SOUTH OF THE EAST-WEST RIGHT OF WAY FENCE,
 BK3150'358.7 FEET NORTHEAST OF THE NORTH END OF A CROSS DRAIN UNDER
 BK3150'THE WEST BOUND ROADWAY OF INTERSTATE I-10 AND 352.8 FEET
 BK3150'EAST OF AN L.D.H. RIGHT OF WAY MARKER.
 BK3150'
 BK3150'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT
 BK3150'IS PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BK3150'STATION IS STAMPED 10C002.
 BK3150'
 BK3150'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3150'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45
 BK3150'MILES TO INTERSTATE I-10, THENCE EAST ALONG INTERSTATE I-10
 BK3150'FOR 2.10 MILES TO STATION ON THE NORTH SIDE OF THE HIGHWAY.
 BK3150'
 BK3150'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3150
 BK3150                          STATION RECOVERY (2002)
 BK3150
 BK3150'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3140 ***********************************************************************
 BK3140  DESIGNATION -  10C003 LADH 1965
 BK3140  PID         -  BK3140
 BK3140  STATE/COUNTY-  LA/CALCASIEU
 BK3140  USGS QUAD   -  WESTLAKE (1996)
 BK3140
 BK3140                         *CURRENT SURVEY CONTROL
 BK3140  ___________________________________________________________________
 BK3140* NAD 83(1992)-  30 12 57.82936(N)    093 19 22.29696(W)     ADJUSTED  
 BK3140* NAVD 88     -         4.4  **(meters)      14.   **(feet)  VERTCON   
 BK3140  **This station is located in a subsidence area (see below).
 BK3140  ___________________________________________________________________
 BK3140  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BK3140  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK3140
 BK3140  HORZ ORDER  -  SECOND
 BK3140
 BK3140.The horizontal coordinates were established by classical geodetic methods
 BK3140.and adjusted by the National Geodetic Survey in January 1993..
 BK3140
 BK3140 ** The orthometric height has not been validated since last determined
 BK3140 ** by differential leveling and should not be used for control purposes.
 BK3140 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3140 ** area with valid NAVD 88 orthometric heights.
 BK3140 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3140 ** epoch indicated which incorporates improved geoid heights for the
 BK3140 ** Southern Louisiana Subsidence area.
 BK3140 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3140
 BK3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3140
 BK3140.The geoid height was determined by GEOID03.
 BK3140
 BK3140;                    North         East     Units Scale Factor Converg.
 BK3140;SPC LA S     -   191,878.954   808,477.649   MT  0.99993277   -0 59 41.2
 BK3140;SPC LA S     -   629,522.87  2,652,480.42   sFT  0.99993277   -0 59 41.2
 BK3140;UTM  15      - 3,342,771.414   468,928.469   MT  0.99961191   -0 09 44.9
 BK3140
 BK3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3140!SPC LA S     -   1.00000359  x   0.99993277  =   0.99993636
 BK3140!UTM  15      -   1.00000359  x   0.99961191  =   0.99961550
 BK3140
 BK3140:                Primary Azimuth Mark                     Grid Az
 BK3140:SPC LA S     -  10C004 LADH 1965                         050 37 48.5
 BK3140:UTM  15      -  10C004 LADH 1965                         049 47 52.2
 BK3140
 BK3140|---------------------------------------------------------------------|
 BK3140| PID    Reference Object                     Distance      Geod. Az  |
 BK3140|                                                           dddmmss.s |
 BK3140| BK3147 10C004 LADH 1965                    APPROX. 1.4 KM 0493807.3 |
 BK3140|---------------------------------------------------------------------|
 BK3140
 BK3140                          SUPERSEDED SURVEY CONTROL
 BK3140
 BK3140  NAD 83(1986)-  30 12 57.84976(N)    093 19 22.28751(W) AD(       ) 2
 BK3140  NAD 27      -  30 12 57.10936(N)    093 19 21.72817(W) AD(       ) 2
 BK3140  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 BK3140
 BK3140.Superseded values are not recommended for survey control.
 BK3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3140.See file dsdata.txt to determine how the superseded data were derived.
 BK3140
 BK3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6892842771(NAD 83)
 BK3140_MARKER: DD = SURVEY DISK
 BK3140_SETTING: 0 = UNSPECIFIED SETTING
 BK3140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3140+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 BK3140
 BK3140  HISTORY     - Date     Condition        Report By
 BK3140  HISTORY     - 1965     MONUMENTED       LADH
 BK3140  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3140  HISTORY     - 20040122 GOOD             USPSQD
 BK3140  HISTORY     - 20050622 GOOD             USPSQD
 BK3140
 BK3140                          STATION DESCRIPTION
 BK3140
 BK3140'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3140'THE STATION IS 2.0 FEET SOUTH OF WITNESS POST AND SIGN, 1.4
 BK3140'FEET NORTH OF THE RIGHT OF WAY FENCE, 135.7 FEET SOUTH OF
 BK3140'THE CENTERLINE OF THE MAIN ROADWAY OF THE EAST BOUND LANE
 BK3140'OF INTERSTATE I-10, 75.4 FEET SOUTHWEST OF AND L.D.H. RIGHT
 BK3140'OF WAY MARKER, 42.0 FEET SOUTHEAST OF A COVERED STORM DRAIN
 BK3140'AND 66.8 FEET SOUTHWEST OF A YIELD RIGHT OF WAY SIGN.
 BK3140'
 BK3140'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT
 BK3140'IS PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BK3140'STATION IS STAMPED 10C003.
 BK3140'
 BK3140'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK3140'BANK IN SULPHUR, FOLLOW LOUISIANA HIGHWAY 27 SOUTH FOR 1.45
 BK3140'MILES TO INTERSTATE I-10, THENCE EAST ALONG INTERSTATE I-10
 BK3140'FOR 3.20 MILES TO THE STATION ON THE SOUTH SIDE OF THE HIGHWAY
 BK3140'AND IN THE SOUTHEAST QUANDRANT OF THE INDIAN HILL INTERCHANGE.
 BK3140'THE STATION IS APPROXIMATELY 500 FEET FROM THE OVERPASS.
 BK3140'
 BK3140'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3140
 BK3140                          STATION RECOVERY (2002)
 BK3140
 BK3140'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3140'MARK NOT FOUND.
 BK3140
 BK3140                          STATION RECOVERY (2004)
 BK3140
 BK3140'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3140'RECOVERED IN GOOD CONDITION.
 BK3140
 BK3140                          STATION RECOVERY (2005)
 BK3140
 BK3140'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3147 ***********************************************************************
 BK3147  DESIGNATION -  10C004 LADH 1965
 BK3147  PID         -  BK3147
 BK3147  STATE/COUNTY-  LA/CALCASIEU
 BK3147  USGS QUAD   -  WESTLAKE (1996)
 BK3147
 BK3147                         *CURRENT SURVEY CONTROL
 BK3147  ___________________________________________________________________
 BK3147* NAD 83(1992)-  30 13 26.23540(N)    093 18 43.81226(W)     ADJUSTED  
 BK3147* NAVD 88     -         5.1  **(meters)      17.   **(feet)  VERTCON   
 BK3147  **This station is located in a subsidence area (see below).
 BK3147  ___________________________________________________________________
 BK3147  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK3147  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK3147
 BK3147  HORZ ORDER  -  SECOND
 BK3147
 BK3147.The horizontal coordinates were established by classical geodetic methods
 BK3147.and adjusted by the National Geodetic Survey in January 1993..
 BK3147
 BK3147 ** The orthometric height has not been validated since last determined
 BK3147 ** by differential leveling and should not be used for control purposes.
 BK3147 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3147 ** area with valid NAVD 88 orthometric heights.
 BK3147 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3147 ** epoch indicated which incorporates improved geoid heights for the
 BK3147 ** Southern Louisiana Subsidence area.
 BK3147 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3147
 BK3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3147
 BK3147.The geoid height was determined by GEOID03.
 BK3147
 BK3147;                    North         East     Units Scale Factor Converg.
 BK3147;SPC LA S     -   192,735.663   809,521.745   MT  0.99993329   -0 59 22.0
 BK3147;SPC LA S     -   632,333.59  2,655,905.93   sFT  0.99993329   -0 59 22.0
 BK3147;UTM  15      - 3,343,642.919   469,959.678   MT  0.99961113   -0 09 25.7
 BK3147
 BK3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3147!SPC LA S     -   1.00000348  x   0.99993329  =   0.99993677
 BK3147!UTM  15      -   1.00000348  x   0.99961113  =   0.99961461
 BK3147
 BK3147:                Primary Azimuth Mark                     Grid Az
 BK3147:SPC LA S     -  10C009 LADH 1965                         088 52 03.7
 BK3147:UTM  15      -  10C009 LADH 1965                         088 02 07.4
 BK3147
 BK3147|---------------------------------------------------------------------|
 BK3147| PID    Reference Object                     Distance      Geod. Az  |
 BK3147|                                                           dddmmss.s |
 BK3147| BK3146 10C009 LADH 1965                    APPROX. 1.2 KM 0875241.7 |
 BK3147|---------------------------------------------------------------------|
 BK3147
 BK3147                          SUPERSEDED SURVEY CONTROL
 BK3147
 BK3147  NAD 83(1986)-  30 13 26.25573(N)    093 18 43.80320(W) AD(       ) 2
 BK3147  NAD 27      -  30 13 25.51693(N)    093 18 43.24355(W) AD(       ) 2
 BK3147  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 BK3147
 BK3147.Superseded values are not recommended for survey control.
 BK3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3147.See file dsdata.txt to determine how the superseded data were derived.
 BK3147
 BK3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6996043643(NAD 83)
 BK3147_MARKER: DD = SURVEY DISK
 BK3147_SETTING: 0 = UNSPECIFIED SETTING
 BK3147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3147
 BK3147  HISTORY     - Date     Condition        Report By
 BK3147  HISTORY     - 1965     MONUMENTED       LADH
 BK3147  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3147
 BK3147                          STATION DESCRIPTION
 BK3147
 BK3147'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3147'THE STATION IS 105.29 FEET NORTH OF THE CENTERLINE OF TWO
 BK3147'LANES ON THE NORTH ROADWAY OF INTERSTATE I-10, 12.20 FEET
 BK3147'NORTH OF THE RIGHT OF WAY FENCE RUNNING NORTHWEST AND SOUTHEAST,
 BK3147'1.91 FEET NORTH OF WITNESS POST AND SIGN, 57.20 FEET SOUTH
 BK3147'OF A 24 INCH PINE TREE IN SUBDIVISION SOUTH FENCE AND 14
 BK3147'FEET NORTHEAST OF A 10 INCH OAK TREE.
 BK3147'
 BK3147'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT
 BK3147'IS PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BK3147'STATION IS STAMPED 10C004.
 BK3147'
 BK3147'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3147'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO SOUTHERN
 BK3147'PACIFIC RAILROAD OVERPASS ON INTERSTATE I-10, THENCE WEST
 BK3147'ALONG INTERSTATE I-10 FOR 5.90 MILES TO STATION ON NORTH
 BK3147'SIDE OF THE HIGHWAY.
 BK3147'
 BK3147'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3147
 BK3147                          STATION RECOVERY (2002)
 BK3147
 BK3147'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3152 ***********************************************************************
 BK3152  DESIGNATION -  10C005 LADH 1965
 BK3152  PID         -  BK3152
 BK3152  STATE/COUNTY-  LA/CALCASIEU
 BK3152  USGS QUAD   -  WESTLAKE (1996)
 BK3152
 BK3152                         *CURRENT SURVEY CONTROL
 BK3152  ___________________________________________________________________
 BK3152* NAD 83(1992)-  30 13 43.24429(N)    093 17 57.33130(W)     ADJUSTED  
 BK3152* NAVD 88     -         4.4  **(meters)      14.   **(feet)  VERTCON   
 BK3152  **This station is located in a subsidence area (see below).
 BK3152  ___________________________________________________________________
 BK3152  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK3152  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3152
 BK3152  HORZ ORDER  -  SECOND
 BK3152
 BK3152.The horizontal coordinates were established by classical geodetic methods
 BK3152.and adjusted by the National Geodetic Survey in January 1993..
 BK3152
 BK3152 ** The orthometric height has not been validated since last determined
 BK3152 ** by differential leveling and should not be used for control purposes.
 BK3152 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3152 ** area with valid NAVD 88 orthometric heights.
 BK3152 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3152 ** epoch indicated which incorporates improved geoid heights for the
 BK3152 ** Southern Louisiana Subsidence area.
 BK3152 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3152
 BK3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3152
 BK3152.The geoid height was determined by GEOID03.
 BK3152
 BK3152;                    North         East     Units Scale Factor Converg.
 BK3152;SPC LA S     -   193,237.921   810,773.427   MT  0.99993362   -0 58 58.8
 BK3152;SPC LA S     -   633,981.41  2,660,012.49   sFT  0.99993362   -0 58 58.8
 BK3152;UTM  15      - 3,344,163.137   471,203.531   MT  0.99961023   -0 09 02.4
 BK3152
 BK3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3152!SPC LA S     -   1.00000359  x   0.99993362  =   0.99993721
 BK3152!UTM  15      -   1.00000359  x   0.99961023  =   0.99961382
 BK3152
 BK3152:                Primary Azimuth Mark                     Grid Az
 BK3152:SPC LA S     -  10C004 LADH 1965                         248 08 10.0
 BK3152:UTM  15      -  10C004 LADH 1965                         247 18 13.6
 BK3152
 BK3152|---------------------------------------------------------------------|
 BK3152| PID    Reference Object                     Distance      Geod. Az  |
 BK3152|                                                           dddmmss.s |
 BK3152| BK3147 10C004 LADH 1965                    APPROX. 1.3 KM 2470911.2 |
 BK3152|---------------------------------------------------------------------|
 BK3152
 BK3152                          SUPERSEDED SURVEY CONTROL
 BK3152
 BK3152  NAD 83(1986)-  30 13 43.26472(N)    093 17 57.32240(W) AD(       ) 2
 BK3152  NAD 27      -  30 13 42.52632(N)    093 17 56.76347(W) AD(       ) 2
 BK3152  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 BK3152
 BK3152.Superseded values are not recommended for survey control.
 BK3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3152.See file dsdata.txt to determine how the superseded data were derived.
 BK3152
 BK3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7120444163(NAD 83)
 BK3152_MARKER: DD = SURVEY DISK
 BK3152_SETTING: 0 = UNSPECIFIED SETTING
 BK3152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3152
 BK3152  HISTORY     - Date     Condition        Report By
 BK3152  HISTORY     - 1965     MONUMENTED       LADH
 BK3152  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3152  HISTORY     - 20040122 MARK NOT FOUND   USPSQD
 BK3152  HISTORY     - 20050622 MARK NOT FOUND   USPSQD
 BK3152
 BK3152                          STATION DESCRIPTION
 BK3152
 BK3152'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3152'THE STATION IS 93.35 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 BK3152'ROADWAY OF INTERSTATE I-10, 2.42 FEET NORTH OF THE RIGHT OF
 BK3152'WAY FENCE RUNNING EAST AND WEST, 2.14 FEET SOUTH OF WITNESS
 BK3152'POST AND SIGN, 110.00 FEET NORTH OF THE NORTH RAIL OF THE
 BK3152'SOUTHERN PACIFIC RAILROAD SIDING TO INDUSTRIES, 17.60 FEET NORTH
 BK3152'OF AN ELEVATED PIPELINE RUNNING EAST AND WEST, 127.00 FEET
 BK3152'SOUTHWEST OF A 24 INCH OAK TREE IN THE HIGHWAY RIGHT OF WAY
 BK3152'AND 315.50 FEET EAST OF THE POINT WHERE THE ELEVATED PIPELINE
 BK3152'ENTERS THE GROUND.
 BK3152'
 BK3152'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT
 BK3152'IS PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BK3152'STATION IS STAMPED 10C005.
 BK3152'
 BK3152'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3152'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO INTERSTATE
 BK3152'I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 5.10 MILES TO
 BK3152'STATION ON THE SOUTH SIDE OF THE HIGHWAY.
 BK3152'
 BK3152'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3152
 BK3152                          STATION RECOVERY (2002)
 BK3152
 BK3152'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3152'MARK NOT FOUND.
 BK3152
 BK3152                          STATION RECOVERY (2004)
 BK3152
 BK3152'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3152'MARK NOT FOUND.
 BK3152
 BK3152                          STATION RECOVERY (2005)
 BK3152
 BK3152'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3143 ***********************************************************************
 BK3143  DESIGNATION -  10C006 LADH 1965
 BK3143  PID         -  BK3143
 BK3143  STATE/COUNTY-  LA/CALCASIEU
 BK3143  USGS QUAD   -  WESTLAKE (1996)
 BK3143
 BK3143                         *CURRENT SURVEY CONTROL
 BK3143  ___________________________________________________________________
 BK3143* NAD 83(1992)-  30 14 04.03589(N)    093 17 11.68845(W)     ADJUSTED  
 BK3143* NAVD 88     -        10.7  **(meters)      35.   **(feet)  VERTCON   
 BK3143  **This station is located in a subsidence area (see below).
 BK3143  ___________________________________________________________________
 BK3143  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK3143  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3143
 BK3143  HORZ ORDER  -  SECOND
 BK3143
 BK3143.The horizontal coordinates were established by classical geodetic methods
 BK3143.and adjusted by the National Geodetic Survey in January 1993..
 BK3143
 BK3143 ** The orthometric height has not been validated since last determined
 BK3143 ** by differential leveling and should not be used for control purposes.
 BK3143 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3143 ** area with valid NAVD 88 orthometric heights.
 BK3143 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3143 ** epoch indicated which incorporates improved geoid heights for the
 BK3143 ** Southern Louisiana Subsidence area.
 BK3143 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3143.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3143
 BK3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3143
 BK3143.The geoid height was determined by GEOID03.
 BK3143
 BK3143;                    North         East     Units Scale Factor Converg.
 BK3143;SPC LA S     -   193,857.161   812,004.573   MT  0.99993402   -0 58 35.9
 BK3143;SPC LA S     -   636,013.04  2,664,051.67   sFT  0.99993402   -0 58 35.9
 BK3143;UTM  15      - 3,344,799.990   472,425.156   MT  0.99960938   -0 08 39.5
 BK3143
 BK3143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3143!SPC LA S     -   1.00000260  x   0.99993402  =   0.99993662
 BK3143!UTM  15      -   1.00000260  x   0.99960938  =   0.99961198
 BK3143
 BK3143:                Primary Azimuth Mark                     Grid Az
 BK3143:SPC LA S     -  10 C 007 LADTD                           072 00 21.1
 BK3143:UTM  15      -  10 C 007 LADTD                           071 10 24.7
 BK3143
 BK3143|---------------------------------------------------------------------|
 BK3143| PID    Reference Object                     Distance      Geod. Az  |
 BK3143|                                                           dddmmss.s |
 BK3143| BK1391 10 C 007 LADTD                      APPROX. 1.1 KM 0710145.2 |
 BK3143|---------------------------------------------------------------------|
 BK3143
 BK3143                          SUPERSEDED SURVEY CONTROL
 BK3143
 BK3143  NAD 83(1986)-  30 14 04.05640(N)    093 17 11.67972(W) AD(       ) 2
 BK3143  NAD 27      -  30 14 03.31845(N)    093 17 11.12146(W) AD(       ) 2
 BK3143  NGVD 29 (07/19/86)   10.7    (m)           35.     (f) VERT ANG       
 BK3143
 BK3143.Superseded values are not recommended for survey control.
 BK3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3143.See file dsdata.txt to determine how the superseded data were derived.
 BK3143
 BK3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7242544800(NAD 83)
 BK3143_MARKER: DD = SURVEY DISK
 BK3143_SETTING: 0 = UNSPECIFIED SETTING
 BK3143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3143
 BK3143  HISTORY     - Date     Condition        Report By
 BK3143  HISTORY     - 1965     MONUMENTED       LADH
 BK3143  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3143
 BK3143                          STATION DESCRIPTION
 BK3143
 BK3143'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3143'THE STATION IS A STANDARD DISK THAT IS SET IN THE ABUTMENT
 BK3143'IN THE SOUTHWEST CORNER OF THE SOUTH BRIDGE OVER THE COLUMBIA
 BK3143'ROAD.  THE STATION IS STAMPED 10C006.
 BK3143'
 BK3143'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3143'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO
 BK3143'INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 4.05
 BK3143'MILES TO STATION IN BRIDGE.
 BK3143'
 BK3143'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3143
 BK3143                          STATION RECOVERY (2002)
 BK3143
 BK3143'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3141 ***********************************************************************
 BK3141  DESIGNATION -  10C008 LADH 1965
 BK3141  PID         -  BK3141
 BK3141  STATE/COUNTY-  LA/CALCASIEU
 BK3141  USGS QUAD   -  WESTLAKE (1996)
 BK3141
 BK3141                         *CURRENT SURVEY CONTROL
 BK3141  ___________________________________________________________________
 BK3141* NAD 83(1992)-  30 14 10.42623(N)    093 15 39.86082(W)     ADJUSTED  
 BK3141* NAVD 88     -         3.9  **(meters)      13.   **(feet)  VERTCON   
 BK3141  **This station is located in a subsidence area (see below).
 BK3141  ___________________________________________________________________
 BK3141  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BK3141  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3141
 BK3141  HORZ ORDER  -  SECOND
 BK3141
 BK3141.The horizontal coordinates were established by classical geodetic methods
 BK3141.and adjusted by the National Geodetic Survey in January 1993..
 BK3141
 BK3141 ** The orthometric height has not been validated since last determined
 BK3141 ** by differential leveling and should not be used for control purposes.
 BK3141 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3141 ** area with valid NAVD 88 orthometric heights.
 BK3141 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3141 ** epoch indicated which incorporates improved geoid heights for the
 BK3141 ** Southern Louisiana Subsidence area.
 BK3141 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3141
 BK3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3141
 BK3141.The geoid height was determined by GEOID03.
 BK3141
 BK3141;                    North         East     Units Scale Factor Converg.
 BK3141;SPC LA S     -   194,012.325   814,462.704   MT  0.99993415   -0 57 50.0
 BK3141;SPC LA S     -   636,522.10  2,672,116.39   sFT  0.99993415   -0 57 50.0
 BK3141;UTM  15      - 3,344,990.786   474,879.974   MT  0.99960778   -0 07 53.3
 BK3141
 BK3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3141!SPC LA S     -   1.00000367  x   0.99993415  =   0.99993782
 BK3141!UTM  15      -   1.00000367  x   0.99960778  =   0.99961145
 BK3141
 BK3141:                Primary Azimuth Mark                     Grid Az
 BK3141:SPC LA S     -  10 C 007 LADTD                           277 49 41.2
 BK3141:UTM  15      -  10 C 007 LADTD                           276 59 44.5
 BK3141
 BK3141|---------------------------------------------------------------------|
 BK3141| PID    Reference Object                     Distance      Geod. Az  |
 BK3141|                                                           dddmmss.s |
 BK3141| BK1391 10 C 007 LADTD                      APPROX. 1.4 KM 2765151.2 |
 BK3141|---------------------------------------------------------------------|
 BK3141
 BK3141                          SUPERSEDED SURVEY CONTROL
 BK3141
 BK3141  NAD 83(1986)-  30 14 10.44697(N)    093 15 39.85224(W) AD(       ) 2
 BK3141  NAD 27      -  30 14 09.70846(N)    093 15 39.29620(W) AD(       ) 2
 BK3141  NGVD 29 (07/19/86)    3.9    (m)           13.     (f) VERT ANG       
 BK3141
 BK3141.Superseded values are not recommended for survey control.
 BK3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3141.See file dsdata.txt to determine how the superseded data were derived.
 BK3141
 BK3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7488044991(NAD 83)
 BK3141_MARKER: DD = SURVEY DISK
 BK3141_SETTING: 0 = UNSPECIFIED SETTING
 BK3141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3141+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BK3141
 BK3141  HISTORY     - Date     Condition        Report By
 BK3141  HISTORY     - 1965     MONUMENTED       LADH
 BK3141  HISTORY     - 1977     SEE DESCRIPTION  LADH
 BK3141  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3141  HISTORY     - 20040304 GOOD             INDIV
 BK3141
 BK3141                          STATION DESCRIPTION
 BK3141
 BK3141'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3141'THE STATION IS 22.26 FEET SOUTH OF THE CENTERLINE OF THE
 BK3141'WEST LAKE FEEDER ROAD FROM INTERSTATE I-10 AND U.S. HIGHWAY
 BK3141'90, THE STATION IS ON THE SHOULDER OF SAID FEEDER ROAD 2.32
 BK3141'FEET SOUTH OF WITNESS POST AND SIGN, 162.18 FEET NORTHWEST
 BK3141'OF THE NORTHWEST CORNER OF A CONOCO SERVICE STATION, 103.60
 BK3141'FEET WEST OF THE CENTER OF THE WEST HEADWALL ON A SIDE DRAIN
 BK3141'IN FRONT OF THE SERVICE STATION, 85.40 FEET SOUTHEAST OF A
 BK3141'CHAIN LINK FENCE CORNER AND 41.65 FEET WEST OF THE WEST LAKE
 BK3141'CHEMICAL PLANT DIRECTION SIGN AT THE INTERSECTION OF THE
 BK3141'WEST LAKE FEEDER ROAD.
 BK3141'
 BK3141'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THE
 BK3141'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 BK3141'STATION IS STAMPED 10C008.
 BK3141'
 BK3141'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3141'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO INTERSTATE
 BK3141'I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 2.40 MILES TO
 BK3141'STATION ON THE SOUTH SIDE OF THE HIGHWAY.
 BK3141
 BK3141                          STATION RECOVERY (1977)
 BK3141
 BK3141'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1977 (TM)
 BK3141'THE STATION WAS VISITED 11-18-75 AND THE MARK WAS FOUND TO BE IN THE
 BK3141'LIMITS OF CONSTRUCTION AT A POINT WHERE IT WAS POSSIBLE TO REFERENCE
 BK3141'THE STATION AND REPLACE AT A LATER DATE.  THIS WAS DONE WITH
 BK3141'REFERENCE TO THE ABOVE LISTED OBSERVATIONS.  A NEW MARK WAS RESET
 BK3141'7-27-77.  A NEW DESCRIPTION FOLLOWS--
 BK3141'
 BK3141'THE STATION IS LOCATED IN WEST LAKE, NEAR THE EAST ENTRANCE OF THE
 BK3141'CONACO OIL REFINERY ON THE SOUTH SIDE OF U. S. HIGHWAY 190 AND I-10.
 BK3141'IT IS 34.5 FEET SOUTH OF THE CENTERLINE OF A SERVICE ROAD, 66 FEET
 BK3141'SOUTHEAST OF THE SOUTHEAST CORNER OF A CATCH BASIN AT THE CURB OF
 BK3141'THE ROAD, 74.5 FEET WEST OF THE WEST END OF A CONCRETE SIDE DRAIN
 BK3141'UNDER THE ENTRANCE TO A CONCO SERVICE STATION, 39.6 FEET EAST OF
 BK3141'THE CENTER OF THE EAST ENTRANCE OF THE CONOCO PLANT, 88.3 FEET
 BK3141'WEST-NORHTWEST OF THE SOUTHWEST BOLT (CENTER PUNCHED) IN THE BASE OF
 BK3141'A CONOCO SERVICE STATION SIGN AND 114.5 NORTH-NORTHWEST OF A POWER
 BK3141'POLE.  IT IS USC AND GS AND STATE SURVEY DISK STAMPED 10C008 1959
 BK3141'1977 FLUSH WITH THE GROUND.
 BK3141'
 BK3141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WESTLAKE.
 BK3141
 BK3141                          STATION RECOVERY (1997)
 BK3141
 BK3141'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3141'MARK NOT FOUND.
 BK3141
 BK3141                          STATION RECOVERY (2004)
 BK3141
 BK3141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (VTC)
 BK3141'RECOVERED AS DESCRIBED
 BK3141'40' NNW OF NW COR OF 2ND EXIT SIGN BASE TO PPG AND TROUSDALE RD, AT
 BK3141'EXIT TO HWY 90
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3146 ***********************************************************************
 BK3146  DESIGNATION -  10C009 LADH 1965
 BK3146  PID         -  BK3146
 BK3146  STATE/COUNTY-  LA/CALCASIEU
 BK3146  USGS QUAD   -  WESTLAKE (1996)
 BK3146
 BK3146                         *CURRENT SURVEY CONTROL
 BK3146  ___________________________________________________________________
 BK3146* NAD 83(1992)-  30 13 27.64401(N)    093 17 59.96674(W)     ADJUSTED  
 BK3146* NAVD 88     -         5.2  **(meters)      17.   **(feet)  VERTCON   
 BK3146  **This station is located in a subsidence area (see below).
 BK3146  ___________________________________________________________________
 BK3146  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK3146  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3146
 BK3146  HORZ ORDER  -  SECOND
 BK3146
 BK3146.The horizontal coordinates were established by classical geodetic methods
 BK3146.and adjusted by the National Geodetic Survey in January 1993..
 BK3146
 BK3146 ** The orthometric height has not been validated since last determined
 BK3146 ** by differential leveling and should not be used for control purposes.
 BK3146 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3146 ** area with valid NAVD 88 orthometric heights.
 BK3146 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3146 ** epoch indicated which incorporates improved geoid heights for the
 BK3146 ** Southern Louisiana Subsidence area.
 BK3146 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3146
 BK3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3146
 BK3146.The geoid height was determined by GEOID03.
 BK3146
 BK3146;                    North         East     Units Scale Factor Converg.
 BK3146;SPC LA S     -   192,758.847   810,694.726   MT  0.99993332   -0 59 00.1
 BK3146;SPC LA S     -   632,409.65  2,659,754.28   sFT  0.99993332   -0 59 00.1
 BK3146;UTM  15      - 3,343,683.126   471,131.821   MT  0.99961028   -0 09 03.6
 BK3146
 BK3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3146!SPC LA S     -   1.00000347  x   0.99993332  =   0.99993679
 BK3146!UTM  15      -   1.00000347  x   0.99961028  =   0.99961375
 BK3146
 BK3146:                Primary Azimuth Mark                     Grid Az
 BK3146:SPC LA S     -  10C004 LADH 1965                         268 52 03.9
 BK3146:UTM  15      -  10C004 LADH 1965                         268 02 07.4
 BK3146
 BK3146|---------------------------------------------------------------------|
 BK3146| PID    Reference Object                     Distance      Geod. Az  |
 BK3146|                                                           dddmmss.s |
 BK3146| BK3147 10C004 LADH 1965                    APPROX. 1.2 KM 2675303.8 |
 BK3146|---------------------------------------------------------------------|
 BK3146
 BK3146                          SUPERSEDED SURVEY CONTROL
 BK3146
 BK3146  NAD 83(1986)-  30 13 27.66445(N)    093 17 59.95796(W) AD(       ) 2
 BK3146  NAD 27      -  30 13 26.92553(N)    093 17 59.39846(W) AD(       ) 2
 BK3146  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 BK3146
 BK3146.Superseded values are not recommended for survey control.
 BK3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3146.See file dsdata.txt to determine how the superseded data were derived.
 BK3146
 BK3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7113243683(NAD 83)
 BK3146_MARKER: DD = SURVEY DISK
 BK3146_SETTING: 0 = UNSPECIFIED SETTING
 BK3146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3146
 BK3146  HISTORY     - Date     Condition        Report By
 BK3146  HISTORY     - 1965     MONUMENTED       LADH
 BK3146  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3146  HISTORY     - 20040122 MARK NOT FOUND   USPSQD
 BK3146  HISTORY     - 20050622 MARK NOT FOUND   USPSQD
 BK3146
 BK3146                          STATION DESCRIPTION
 BK3146
 BK3146'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3146'THE STATION IS 114.60 FEET SOUTH OF THE CENTERLINE OF THE
 BK3146'SOUTH ROADWAY OF INTERSTATE I-210, 1.80 FEET SOUTH OF WITNESS
 BK3146'POST AND SIGN, 2.10 FEET NORTH OF A FENCE RUNNING EAST AND
 BK3146'WEST, 9.35 FEET NORTHEAST OF THE WEST POLE ON THE WEST
 BK3146'TRANSMISSION LINE OF A DOUBLE SET OF LINES POLE NO. 603 28
 BK3146'(GSU CO.) AND 65.50 FEET NORTHWEST OF A HIGHWAY RIGHT OF WAY
 BK3146'MARKER.
 BK3146'
 BK3146'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT
 BK3146'IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION
 BK3146'IS STAMPED 10C009.
 BK3146'
 BK3146'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3146'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO INTERSTATE
 BK3146'I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 5.50 MILES TO
 BK3146'THE INTERSTATE I-210 EXIT, THENCE SOUTHEAST ALONG INTERSTATE
 BK3146'I-210 FOR 0.40 MILE TO STATION ON THE SOUTH SIDE OF THE
 BK3146'HIGHWAY.
 BK3146'
 BK3146'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3146
 BK3146                          STATION RECOVERY (2002)
 BK3146
 BK3146'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3146'MARK NOT FOUND.
 BK3146
 BK3146                          STATION RECOVERY (2004)
 BK3146
 BK3146'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3146'MARK NOT FOUND.
 BK3146
 BK3146                          STATION RECOVERY (2005)
 BK3146
 BK3146'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3153 ***********************************************************************
 BK3153  DESIGNATION -  10C010 LADH 1965
 BK3153  PID         -  BK3153
 BK3153  STATE/COUNTY-  LA/CALCASIEU
 BK3153  USGS QUAD   -  WESTLAKE (1996)
 BK3153
 BK3153                         *CURRENT SURVEY CONTROL
 BK3153  ___________________________________________________________________
 BK3153* NAD 83(1992)-  30 12 46.83030(N)    093 17 24.24297(W)     ADJUSTED  
 BK3153* NAVD 88     -         4.6  **(meters)      15.   **(feet)  VERTCON   
 BK3153  **This station is located in a subsidence area (see below).
 BK3153  ___________________________________________________________________
 BK3153  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK3153  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3153
 BK3153  HORZ ORDER  -  SECOND
 BK3153
 BK3153.The horizontal coordinates were established by classical geodetic methods
 BK3153.and adjusted by the National Geodetic Survey in January 1993..
 BK3153
 BK3153 ** The orthometric height has not been validated since last determined
 BK3153 ** by differential leveling and should not be used for control purposes.
 BK3153 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3153 ** area with valid NAVD 88 orthometric heights.
 BK3153 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3153 ** epoch indicated which incorporates improved geoid heights for the
 BK3153 ** Southern Louisiana Subsidence area.
 BK3153 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3153
 BK3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3153
 BK3153.The geoid height was determined by GEOID03.
 BK3153
 BK3153;                    North         East     Units Scale Factor Converg.
 BK3153;SPC LA S     -   191,485.970   811,628.362   MT  0.99993257   -0 58 42.2
 BK3153;SPC LA S     -   628,233.55  2,662,817.38   sFT  0.99993257   -0 58 42.2
 BK3153;UTM  15      - 3,342,424.354   472,083.542   MT  0.99960961   -0 08 45.5
 BK3153
 BK3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3153!SPC LA S     -   1.00000356  x   0.99993257  =   0.99993613
 BK3153!UTM  15      -   1.00000356  x   0.99960961  =   0.99961317
 BK3153
 BK3153:                Primary Azimuth Mark                     Grid Az
 BK3153:SPC LA S     -  10C009 LADH 1965                         323 44 25.9
 BK3153:UTM  15      -  10C009 LADH 1965                         322 54 29.2
 BK3153
 BK3153|---------------------------------------------------------------------|
 BK3153| PID    Reference Object                     Distance      Geod. Az  |
 BK3153|                                                           dddmmss.s |
 BK3153| BK3146 10C009 LADH 1965                    APPROX. 1.6 KM 3224543.7 |
 BK3153|---------------------------------------------------------------------|
 BK3153
 BK3153                          SUPERSEDED SURVEY CONTROL
 BK3153
 BK3153  NAD 83(1986)-  30 12 46.85089(N)    093 17 24.23411(W) AD(       ) 2
 BK3153  NAD 27      -  30 12 46.11048(N)    093 17 23.67583(W) AD(       ) 2
 BK3153  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 BK3153
 BK3153.Superseded values are not recommended for survey control.
 BK3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3153.See file dsdata.txt to determine how the superseded data were derived.
 BK3153
 BK3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7208442424(NAD 83)
 BK3153_MARKER: DD = SURVEY DISK
 BK3153_SETTING: 0 = UNSPECIFIED SETTING
 BK3153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3153+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 BK3153
 BK3153  HISTORY     - Date     Condition        Report By
 BK3153  HISTORY     - 1965     MONUMENTED       LADH
 BK3153  HISTORY     - 20021102 GOOD             USPSQD
 BK3153  HISTORY     - 20040122 GOOD             USPSQD
 BK3153  HISTORY     - 20050622 GOOD             USPSQD
 BK3153
 BK3153                          STATION DESCRIPTION
 BK3153
 BK3153'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3153'THE STATION IS A STANDARD DISK SET IN THE SOUTHWEST CORNER
 BK3153'OF THE CALCASIEU RIVER BRIDGE ON INTERSTATE I-210.  IT IS SET
 BK3153'IN THE ROADWAY PORTION OF THE ABUTMENT APPROXIMATELY 3 FEET
 BK3153'FROM THE CURB.  THE STATION IS STAMPED 10C010.
 BK3153'
 BK3153'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3153'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO INTERSTATE
 BK3153'I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 5.50 MILES TO
 BK3153'THE INTERSTATE I-210 EXIT, THENCE SOUTHEAST ALONG INTERSTATE
 BK3153'I-210 FOR 1.40 MILES TO STATION SET IN BRIDGE.
 BK3153'
 BK3153'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3153
 BK3153                          STATION RECOVERY (2002)
 BK3153
 BK3153'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3153'RECOVERED IN GOOD CONDITION.
 BK3153
 BK3153                          STATION RECOVERY (2004)
 BK3153
 BK3153'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3153'RECOVERED IN GOOD CONDITION.
 BK3153
 BK3153                          STATION RECOVERY (2005)
 BK3153
 BK3153'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3155 ***********************************************************************
 BK3155  DESIGNATION -  10C011 LADH 1965
 BK3155  PID         -  BK3155
 BK3155  STATE/COUNTY-  LA/CALCASIEU
 BK3155  USGS QUAD   -  WESTLAKE (1996)
 BK3155
 BK3155                         *CURRENT SURVEY CONTROL
 BK3155  ___________________________________________________________________
 BK3155* NAD 83(1992)-  30 11 45.86337(N)    093 16 20.35899(W)     ADJUSTED  
 BK3155* NAVD 88     -         6.4  **(meters)      21.   **(feet)  VERTCON   
 BK3155  **This station is located in a subsidence area (see below).
 BK3155  ___________________________________________________________________
 BK3155  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK3155  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3155
 BK3155  HORZ ORDER  -  SECOND
 BK3155
 BK3155.The horizontal coordinates were established by classical geodetic methods
 BK3155.and adjusted by the National Geodetic Survey in January 1993..
 BK3155
 BK3155 ** The orthometric height has not been validated since last determined
 BK3155 ** by differential leveling and should not be used for control purposes.
 BK3155 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3155 ** area with valid NAVD 88 orthometric heights.
 BK3155 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3155 ** epoch indicated which incorporates improved geoid heights for the
 BK3155 ** Southern Louisiana Subsidence area.
 BK3155 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3155
 BK3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3155
 BK3155.The geoid height was determined by GEOID03.
 BK3155
 BK3155;                    North         East     Units Scale Factor Converg.
 BK3155;SPC LA S     -   189,579.954   813,304.770   MT  0.99993152   -0 58 10.3
 BK3155;SPC LA S     -   621,980.23  2,668,317.40   sFT  0.99993152   -0 58 10.3
 BK3155;UTM  15      - 3,340,543.503   473,786.916   MT  0.99960848   -0 08 13.1
 BK3155
 BK3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3155!SPC LA S     -   1.00000328  x   0.99993152  =   0.99993480
 BK3155!UTM  15      -   1.00000328  x   0.99960848  =   0.99961176
 BK3155
 BK3155:                Primary Azimuth Mark                     Grid Az
 BK3155:SPC LA S     -  10C010 LADH 1965                         318 40 02.2
 BK3155:UTM  15      -  10C010 LADH 1965                         317 50 05.0
 BK3155
 BK3155|---------------------------------------------------------------------|
 BK3155| PID    Reference Object                     Distance      Geod. Az  |
 BK3155|                                                           dddmmss.s |
 BK3155| BK3153 10C010 LADH 1965                    APPROX. 2.5 KM 3174151.9 |
 BK3155|---------------------------------------------------------------------|
 BK3155
 BK3155                          SUPERSEDED SURVEY CONTROL
 BK3155
 BK3155  NAD 83(1986)-  30 11 45.88416(N)    093 16 20.35000(W) AD(       ) 2
 BK3155  NAD 27      -  30 11 45.14152(N)    093 16 19.79410(W) AD(       ) 2
 BK3155  NGVD 29 (07/19/86)    6.4    (m)           21.     (f) VERT ANG       
 BK3155
 BK3155.Superseded values are not recommended for survey control.
 BK3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3155.See file dsdata.txt to determine how the superseded data were derived.
 BK3155
 BK3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7378740544(NAD 83)
 BK3155_MARKER: DD = SURVEY DISK
 BK3155_SETTING: 0 = UNSPECIFIED SETTING
 BK3155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3155
 BK3155  HISTORY     - Date     Condition        Report By
 BK3155  HISTORY     - 1965     MONUMENTED       LADH
 BK3155  HISTORY     - 20021102 GOOD             USPSQD
 BK3155  HISTORY     - 20060125 MARK NOT FOUND   USPSQD
 BK3155
 BK3155                          STATION DESCRIPTION
 BK3155
 BK3155'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3155'THE STATION IS A STANDARD DISK SET IN THE SOUTHEAST CORNER
 BK3155'OF THE CALCASIEU RIVER BRIDGE ON INTERSTATE I-210.  IT IS SET
 BK3155'IN THE ROADWAY PORTION OF THE ABUTMENT APPROXIMATELY 3 FEET
 BK3155'FROM THE CURB.  THE STATION IS STAMPED 10C011.
 BK3155'
 BK3155'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3155'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO INTERSTATE
 BK3155'I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 5.50 MILES TO THE
 BK3155'INTERSTATE I-210 EXIT, THENCE SOUTHEAST ALONG INTERSTATE I-210
 BK3155'FOR 2.50 MILES TO STATION SET IN BRIDGE.
 BK3155'
 BK3155'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3155
 BK3155                          STATION RECOVERY (2002)
 BK3155
 BK3155'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3155'RECOVERED IN GOOD CONDITION.
 BK3155
 BK3155                          STATION RECOVERY (2006)
 BK3155
 BK3155'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3155'CONSTRUCTION OF A NEW EXIT RAMP AT THIS LOCATION COVERED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3131 ***********************************************************************
 BK3131  DESIGNATION -  10D001 LADH 1965
 BK3131  PID         -  BK3131
 BK3131  STATE/COUNTY-  LA/CALCASIEU
 BK3131  USGS QUAD   -  LAKE CHARLES (1994)
 BK3131
 BK3131                         *CURRENT SURVEY CONTROL
 BK3131  ___________________________________________________________________
 BK3131* NAD 83(1992)-  30 14 12.98193(N)    093 14 00.52860(W)     ADJUSTED  
 BK3131* NAVD 88     -         3.6  **(meters)      12.   **(feet)  VERTCON   
 BK3131  **This station is located in a subsidence area (see below).
 BK3131  ___________________________________________________________________
 BK3131  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK3131  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3131
 BK3131  HORZ ORDER  -  SECOND
 BK3131
 BK3131.The horizontal coordinates were established by classical geodetic methods
 BK3131.and adjusted by the National Geodetic Survey in January 1993..
 BK3131
 BK3131 ** The orthometric height has not been validated since last determined
 BK3131 ** by differential leveling and should not be used for control purposes.
 BK3131 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3131 ** area with valid NAVD 88 orthometric heights.
 BK3131 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3131 ** epoch indicated which incorporates improved geoid heights for the
 BK3131 ** Southern Louisiana Subsidence area.
 BK3131 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3131
 BK3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3131
 BK3131.The geoid height was determined by GEOID03.
 BK3131
 BK3131;                    North         East     Units Scale Factor Converg.
 BK3131;SPC LA S     -   194,046.652   817,119.412   MT  0.99993420   -0 57 00.4
 BK3131;SPC LA S     -   636,634.72  2,680,832.60   sFT  0.99993420   -0 57 00.4
 BK3131;UTM  15      - 3,345,063.684   477,535.034   MT  0.99960623   -0 07 03.3
 BK3131
 BK3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3131!SPC LA S     -   1.00000371  x   0.99993420  =   0.99993791
 BK3131!UTM  15      -   1.00000371  x   0.99960623  =   0.99960994
 BK3131
 BK3131:                Primary Azimuth Mark                     Grid Az
 BK3131:SPC LA S     -  LAKE CHARLES TV STA KPLC MAST            114 55 09.1
 BK3131:UTM  15      -  LAKE CHARLES TV STA KPLC MAST            114 05 12.0
 BK3131
 BK3131|---------------------------------------------------------------------|
 BK3131| PID    Reference Object                     Distance      Geod. Az  |
 BK3131|                                                           dddmmss.s |
 BK3131| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX. 1.9 KM 1135808.7 |
 BK3131| BK3133 CALCUS                              APPROX. 1.2 KM 2701832.8 |
 BK3131|---------------------------------------------------------------------|
 BK3131
 BK3131                          SUPERSEDED SURVEY CONTROL
 BK3131
 BK3131  NAD 83(1986)-  30 14 13.00289(N)    093 14 00.52026(W) AD(       ) 2
 BK3131  NAD 27      -  30 14 12.26355(N)    093 13 59.96629(W) AD(       ) 2
 BK3131  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 BK3131
 BK3131.Superseded values are not recommended for survey control.
 BK3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3131.See file dsdata.txt to determine how the superseded data were derived.
 BK3131
 BK3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7753545064(NAD 83)
 BK3131_MARKER: DD = SURVEY DISK
 BK3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3131_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3131+STABILITY: SURFACE MOTION
 BK3131
 BK3131  HISTORY     - Date     Condition        Report By
 BK3131  HISTORY     - 1965     MONUMENTED       LADH
 BK3131  HISTORY     - 1980     GOOD             LADTD
 BK3131  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3131
 BK3131                          STATION DESCRIPTION
 BK3131
 BK3131'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3131'THE STATION IS 54.10 FEET SOUTH OF THE CENTERLINE OF THE
 BK3131'SOUTH ROADWAY OF INTERSTATE I-10 AND U.S. HIGHWAY 90, 2.64
 BK3131'FEET NORTH OF A CHAIN LINK FENCE BETWEEN THE SOUTH FRONTAGE
 BK3131'ROAD AND INTERSTATE I-10, 1.86 FEET SOUTH OF WITNESS POST
 BK3131'AND SIGN, APPROXIMATELY 500 FEET WEST OF THE NORTH HEADWALL ON
 BK3131'A CROSS DRAIN UNDER THE SOUTH FRONTAGE ROAD AND 19.00 FEET NORTH
 BK3131'OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD.
 BK3131'
 BK3131'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT
 BK3131'IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BK3131'STATION IS STAMPED 10D001.
 BK3131'
 BK3131'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3131'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO INTERSTATE
 BK3131'I-10, THENCE WEST ALONG INTERSTATE I-10 FOR 0.80 MILE TO STATION
 BK3131'ON THE SOUTH SIDE OF THE HIGHWAY.
 BK3131'
 BK3131'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3131
 BK3131                          STATION RECOVERY (1980)
 BK3131
 BK3131'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BK3131'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AND AS DESCRIBED
 BK3131'IN 1965.
 BK3131
 BK3131                          STATION RECOVERY (1997)
 BK3131
 BK3131'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3123 ***********************************************************************
 BK3123  DESIGNATION -  10D002 LADH 1965
 BK3123  PID         -  BK3123
 BK3123  STATE/COUNTY-  LA/CALCASIEU
 BK3123  USGS QUAD   -  LAKE CHARLES (1994)
 BK3123
 BK3123                         *CURRENT SURVEY CONTROL
 BK3123  ___________________________________________________________________
 BK3123* NAD 83(1992)-  30 14 11.91309(N)    093 13 16.40482(W)     ADJUSTED  
 BK3123* NAVD 88     -         9.8  **(meters)      32.   **(feet)  VERTCON   
 BK3123  **This station is located in a subsidence area (see below).
 BK3123  ___________________________________________________________________
 BK3123  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BK3123  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3123
 BK3123  HORZ ORDER  -  SECOND
 BK3123
 BK3123.The horizontal coordinates were established by classical geodetic methods
 BK3123.and adjusted by the National Geodetic Survey in January 1993..
 BK3123
 BK3123 ** The orthometric height has not been validated since last determined
 BK3123 ** by differential leveling and should not be used for control purposes.
 BK3123 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3123 ** area with valid NAVD 88 orthometric heights.
 BK3123 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3123 ** epoch indicated which incorporates improved geoid heights for the
 BK3123 ** Southern Louisiana Subsidence area.
 BK3123 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3123
 BK3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3123
 BK3123.The geoid height was determined by GEOID03.
 BK3123
 BK3123;                    North         East     Units Scale Factor Converg.
 BK3123;SPC LA S     -   193,994.247   818,298.406   MT  0.99993418   -0 56 38.3
 BK3123;SPC LA S     -   636,462.79  2,684,700.69   sFT  0.99993418   -0 56 38.3
 BK3123;UTM  15      - 3,345,028.427   478,714.278   MT  0.99960559   -0 06 41.0
 BK3123
 BK3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3123!SPC LA S     -   1.00000274  x   0.99993418  =   0.99993692
 BK3123!UTM  15      -   1.00000274  x   0.99960559  =   0.99960833
 BK3123
 BK3123:                Primary Azimuth Mark                     Grid Az
 BK3123:SPC LA S     -  LAKE CHARLES TV STA KPLC MAST            145 23 00.1
 BK3123:UTM  15      -  LAKE CHARLES TV STA KPLC MAST            144 33 02.8
 BK3123
 BK3123|---------------------------------------------------------------------|
 BK3123| PID    Reference Object                     Distance      Geod. Az  |
 BK3123|                                                           dddmmss.s |
 BK3123| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX. 0.9 KM 1442621.8 |
 BK3123| BK3131 10D001 LADH 1965                    APPROX. 1.2 KM 2713604.0 |
 BK3123|---------------------------------------------------------------------|
 BK3123
 BK3123                          SUPERSEDED SURVEY CONTROL
 BK3123
 BK3123  NAD 83(1986)-  30 14 11.93412(N)    093 13 16.39656(W) AD(       ) 2
 BK3123  NAD 27      -  30 14 11.19427(N)    093 13 15.84369(W) AD(       ) 2
 BK3123  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 BK3123
 BK3123.Superseded values are not recommended for survey control.
 BK3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3123.See file dsdata.txt to determine how the superseded data were derived.
 BK3123
 BK3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7871445028(NAD 83)
 BK3123_MARKER: DD = SURVEY DISK
 BK3123_SETTING: 0 = UNSPECIFIED SETTING
 BK3123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3123
 BK3123  HISTORY     - Date     Condition        Report By
 BK3123  HISTORY     - 1965     MONUMENTED       LADH
 BK3123  HISTORY     - 19970208 GOOD             USPSQD
 BK3123  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 BK3123
 BK3123                          STATION DESCRIPTION
 BK3123
 BK3123'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3123'THE STATION IS A STANDARD DISK SET IN THE NORTHWEST CORNER
 BK3123'OF THE K.C.S. RAILROAD OVERPASS ON INTERSTATE I-10.  IT IS SET IN
 BK3123'THE ABUTMENT 2.5 FEET FROM THE CURB.  THE STATION IS MARKED BY
 BK3123'A WITNESS POST AND SIGN.  THE STATION IS STAMPED 10D002.
 BK3123'
 BK3123'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3123'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK3123'STATION IN AN OVERPASS.
 BK3123'
 BK3123'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3123
 BK3123                          STATION RECOVERY (1997)
 BK3123
 BK3123'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3123'RECOVERED IN GOOD CONDITION.
 BK3123
 BK3123                          STATION RECOVERY (2003)
 BK3123
 BK3123'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK3123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3128 ***********************************************************************
 BK3128  DESIGNATION -  10D004 LADH 1965
 BK3128  PID         -  BK3128
 BK3128  STATE/COUNTY-  LA/CALCASIEU
 BK3128  USGS QUAD   -  LAKE CHARLES (1994)
 BK3128
 BK3128                         *CURRENT SURVEY CONTROL
 BK3128  ___________________________________________________________________
 BK3128* NAD 83(1992)-  30 14 10.07926(N)    093 12 04.29426(W)     ADJUSTED  
 BK3128* NAVD 88     -        13.3  **(meters)      44.   **(feet)  VERTCON   
 BK3128  **This station is located in a subsidence area (see below).
 BK3128  ___________________________________________________________________
 BK3128  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BK3128  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3128
 BK3128  HORZ ORDER  -  SECOND
 BK3128
 BK3128.The horizontal coordinates were established by classical geodetic methods
 BK3128.and adjusted by the National Geodetic Survey in January 1993..
 BK3128
 BK3128 ** The orthometric height has not been validated since last determined
 BK3128 ** by differential leveling and should not be used for control purposes.
 BK3128 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3128 ** area with valid NAVD 88 orthometric heights.
 BK3128 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3128 ** epoch indicated which incorporates improved geoid heights for the
 BK3128 ** Southern Louisiana Subsidence area.
 BK3128 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3128
 BK3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3128
 BK3128.The geoid height was determined by GEOID03.
 BK3128
 BK3128;                    North         East     Units Scale Factor Converg.
 BK3128;SPC LA S     -   193,906.194   820,225.187   MT  0.99993414   -0 56 02.2
 BK3128;SPC LA S     -   636,173.90  2,691,022.13   sFT  0.99993414   -0 56 02.2
 BK3128;UTM  15      - 3,344,968.402   480,641.500   MT  0.99960462   -0 06 04.7
 BK3128
 BK3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3128!SPC LA S     -   1.00000219  x   0.99993414  =   0.99993633
 BK3128!UTM  15      -   1.00000219  x   0.99960462  =   0.99960681
 BK3128
 BK3128:                Primary Azimuth Mark                     Grid Az
 BK3128:SPC LA S     -  10D005 LADH 1965                         088 29 02.2
 BK3128:UTM  15      -  10D005 LADH 1965                         087 39 04.7
 BK3128
 BK3128|---------------------------------------------------------------------|
 BK3128| PID    Reference Object                     Distance      Geod. Az  |
 BK3128|                                                           dddmmss.s |
 BK3128| BK3130 10D005 LADH 1965                    409.512 METERS 0873300.0 |
 BK3128| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX. 1.6 KM 2444904.9 |
 BK3128| BK3134 10 D 003                            APPROX. 0.9 KM 2665704.7 |
 BK3128|---------------------------------------------------------------------|
 BK3128
 BK3128                          SUPERSEDED SURVEY CONTROL
 BK3128
 BK3128  NAD 83(1986)-  30 14 10.10039(N)    093 12 04.28616(W) AD(       ) 2
 BK3128  NAD 27      -  30 14 09.35959(N)    093 12 03.73489(W) AD(       ) 2
 BK3128  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 BK3128
 BK3128.Superseded values are not recommended for survey control.
 BK3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3128.See file dsdata.txt to determine how the superseded data were derived.
 BK3128
 BK3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8064144968(NAD 83)
 BK3128_MARKER: DD = SURVEY DISK
 BK3128_SETTING: 0 = UNSPECIFIED SETTING
 BK3128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3128
 BK3128  HISTORY     - Date     Condition        Report By
 BK3128  HISTORY     - 1965     MONUMENTED       LADH
 BK3128  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3128
 BK3128                          STATION DESCRIPTION
 BK3128
 BK3128'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3128'THE STATION IS A STANDARD DISK SET IN THE CENTER OF A CONCRETE
 BK3128'ISLAND AT THE INTERSECTION OF INTERSTATE I-10 WITH THE ENTERPRIZE
 BK3128'STREET EXIT.  IT IS ABOUT 8 INCHES ABOVE THE ROADWAY AND
 BK3128'IS NORTH OF THE WEST BOUND ROADWAY OF INTERSTATE I-10.  THE
 BK3128'STATION IS STAMPED 10D004.
 BK3128'
 BK3128'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3128'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO INTERSTATE
 BK3128'I-10, THENCE EAST ALONG INTERSTATE I-10 FOR 1.10 MILES TO THE
 BK3128'STATION IN A CONCRETE ISLAND.
 BK3128'
 BK3128'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3128
 BK3128                          STATION RECOVERY (1997)
 BK3128
 BK3128'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3130 ***********************************************************************
 BK3130  DESIGNATION -  10D005 LADH 1965
 BK3130  PID         -  BK3130
 BK3130  STATE/COUNTY-  LA/CALCASIEU
 BK3130  USGS QUAD   -  LAKE CHARLES (1994)
 BK3130
 BK3130                         *CURRENT SURVEY CONTROL
 BK3130  ___________________________________________________________________
 BK3130* NAD 83(1992)-  30 14 10.64750(N)    093 11 48.99255(W)     ADJUSTED  
 BK3130* NAVD 88     -         9.2  **(meters)      30.   **(feet)  VERTCON   
 BK3130  **This station is located in a subsidence area (see below).
 BK3130  ___________________________________________________________________
 BK3130  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BK3130  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3130
 BK3130  HORZ ORDER  -  SECOND
 BK3130
 BK3130.The horizontal coordinates were established by classical geodetic methods
 BK3130.and adjusted by the National Geodetic Survey in January 1993..
 BK3130
 BK3130 ** The orthometric height has not been validated since last determined
 BK3130 ** by differential leveling and should not be used for control purposes.
 BK3130 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3130 ** area with valid NAVD 88 orthometric heights.
 BK3130 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3130 ** epoch indicated which incorporates improved geoid heights for the
 BK3130 ** Southern Louisiana Subsidence area.
 BK3130 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3130
 BK3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3130
 BK3130.The geoid height was determined by GEOID03.
 BK3130
 BK3130;                    North         East     Units Scale Factor Converg.
 BK3130;SPC LA S     -   193,917.028   820,634.528   MT  0.99993415   -0 55 54.6
 BK3130;SPC LA S     -   636,209.45  2,692,365.11   sFT  0.99993415   -0 55 54.6
 BK3130;UTM  15      - 3,344,985.178   481,050.506   MT  0.99960443   -0 05 57.0
 BK3130
 BK3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3130!SPC LA S     -   1.00000283  x   0.99993415  =   0.99993698
 BK3130!UTM  15      -   1.00000283  x   0.99960443  =   0.99960726
 BK3130
 BK3130:                Primary Azimuth Mark                     Grid Az
 BK3130:SPC LA S     -  LAKE CHARLES TV STA KPLC MAST            250 25 03.8
 BK3130:UTM  15      -  LAKE CHARLES TV STA KPLC MAST            249 35 06.2
 BK3130
 BK3130|---------------------------------------------------------------------|
 BK3130| PID    Reference Object                     Distance      Geod. Az  |
 BK3130|                                                           dddmmss.s |
 BK3130| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX. 1.9 KM 2492909.2 |
 BK3130| BK3128 10D004 LADH 1965                    409.512 METERS 2673307.7 |
 BK3130|---------------------------------------------------------------------|
 BK3130
 BK3130                          SUPERSEDED SURVEY CONTROL
 BK3130
 BK3130  NAD 83(1986)-  30 14 10.66864(N)    093 11 48.98453(W) AD(       ) 2
 BK3130  NAD 27      -  30 14 09.92768(N)    093 11 48.43320(W) AD(       ) 2
 BK3130  NGVD 29 (07/19/86)    9.2    (m)           30.     (f) VERT ANG       
 BK3130
 BK3130.Superseded values are not recommended for survey control.
 BK3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3130.See file dsdata.txt to determine how the superseded data were derived.
 BK3130
 BK3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8105144985(NAD 83)
 BK3130_MARKER: DD = SURVEY DISK
 BK3130_SETTING: 0 = UNSPECIFIED SETTING
 BK3130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3130
 BK3130  HISTORY     - Date     Condition        Report By
 BK3130  HISTORY     - 1965     MONUMENTED       LADH
 BK3130  HISTORY     - 19970208 GOOD             USPSQD
 BK3130
 BK3130                          STATION DESCRIPTION
 BK3130
 BK3130'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3130'THE STATION IS A STANDARD DISK SET IN THE NORTHEAST CORNER
 BK3130'OF THE SHATTUCK STREET OVERPASS ON INTERSTATE I-10.  IT IS
 BK3130'SET IN THE ABUTMENT ABOUT 3 FEET FROM THE CURB IN THE WEST
 BK3130'BOUND ROADWAY OF INTERSTATE I-10.  THE STATION IS MARKED BY
 BK3130'A WITNESS POST AND SIGN.  THE STATION IS STAMPED 10D005.
 BK3130'
 BK3130'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3130'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO INTERSTATE
 BK3130'I-10, THENCE EAST ALONG INTERSTATE I-10 FOR 1.60 MILES TO THE
 BK3130'STATION IN THE WEST BOUND ROADWAY OF INTERSTATE I-10 IN AN
 BK3130'OVERPASS.
 BK3130'
 BK3130'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3130
 BK3130                          STATION RECOVERY (1997)
 BK3130
 BK3130'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3132 ***********************************************************************
 BK3132  DESIGNATION -  10D006 LADH 1965
 BK3132  PID         -  BK3132
 BK3132  STATE/COUNTY-  LA/CALCASIEU
 BK3132  USGS QUAD   -  LAKE CHARLES (1994)
 BK3132
 BK3132                         *CURRENT SURVEY CONTROL
 BK3132  ___________________________________________________________________
 BK3132* NAD 83(1992)-  30 14 13.67160(N)    093 11 24.16435(W)     ADJUSTED  
 BK3132* NAVD 88     -        10.5  **(meters)      34.   **(feet)  VERTCON   
 BK3132  **This station is located in a subsidence area (see below).
 BK3132  ___________________________________________________________________
 BK3132  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BK3132  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3132
 BK3132  HORZ ORDER  -  SECOND
 BK3132
 BK3132.The horizontal coordinates were established by classical geodetic methods
 BK3132.and adjusted by the National Geodetic Survey in January 1993..
 BK3132
 BK3132 ** The orthometric height has not been validated since last determined
 BK3132 ** by differential leveling and should not be used for control purposes.
 BK3132 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3132 ** area with valid NAVD 88 orthometric heights.
 BK3132 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3132 ** epoch indicated which incorporates improved geoid heights for the
 BK3132 ** Southern Louisiana Subsidence area.
 BK3132 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3132
 BK3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3132
 BK3132.The geoid height was determined by GEOID03.
 BK3132
 BK3132;                    North         East     Units Scale Factor Converg.
 BK3132;SPC LA S     -   193,999.357   821,299.763   MT  0.99993421   -0 55 42.2
 BK3132;SPC LA S     -   636,479.56  2,694,547.64   sFT  0.99993421   -0 55 42.2
 BK3132;UTM  15      - 3,345,077.135   481,714.255   MT  0.99960412   -0 05 44.5
 BK3132
 BK3132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3132!SPC LA S     -   1.00000263  x   0.99993421  =   0.99993684
 BK3132!UTM  15      -   1.00000263  x   0.99960412  =   0.99960675
 BK3132
 BK3132:                Primary Azimuth Mark                     Grid Az
 BK3132:SPC LA S     -  LAKE CHARLES TV STA KPLC MAST            253 37 08.0
 BK3132:UTM  15      -  LAKE CHARLES TV STA KPLC MAST            252 47 10.3
 BK3132
 BK3132|---------------------------------------------------------------------|
 BK3132| PID    Reference Object                     Distance      Geod. Az  |
 BK3132|                                                           dddmmss.s |
 BK3132| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX. 2.6 KM 2524125.8 |
 BK3132| BK3130 10D005 LADH 1965                    APPROX. 0.7 KM 2620059.9 |
 BK3132|---------------------------------------------------------------------|
 BK3132
 BK3132                          SUPERSEDED SURVEY CONTROL
 BK3132
 BK3132  NAD 83(1986)-  30 14 13.69276(N)    093 11 24.15639(W) AD(       ) 2
 BK3132  NAD 27      -  30 14 12.95161(N)    093 11 23.60551(W) AD(       ) 2
 BK3132  NGVD 29 (07/19/86)   10.5    (m)           34.     (f) VERT ANG       
 BK3132
 BK3132.Superseded values are not recommended for survey control.
 BK3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3132.See file dsdata.txt to determine how the superseded data were derived.
 BK3132
 BK3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8171445077(NAD 83)
 BK3132_MARKER: DD = SURVEY DISK
 BK3132_SETTING: 0 = UNSPECIFIED SETTING
 BK3132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3132
 BK3132  HISTORY     - Date     Condition        Report By
 BK3132  HISTORY     - 1965     MONUMENTED       LADH
 BK3132  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3132
 BK3132                          STATION DESCRIPTION
 BK3132
 BK3132'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3132'THE STATION IS 69.40 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BK3132'OF THE T. AND N.O. RAILROAD OVERPASS ON INTERSTATE I-10,
 BK3132'81.29 FEET NORTHEAST OF A STORM DRAIN ON THE WEST SIDE OF THE
 BK3132'EAST BOUND ROADWAY OF INTERSTATE I-10 AND 2.05 FEET EAST OF
 BK3132'THE WITNESS POST AND SIGN.
 BK3132'
 BK3132'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT
 BK3132'IS PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BK3132'STATION IS STAMPED 10D006.
 BK3132'
 BK3132'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3132'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK3132'K.C.S.R.R. OVERPASS ON INTERSTATE I-10, FROM THIS POINT FOLLOW
 BK3132'INTERSTATE I-10 EAST FOR 2.10 MILES TO THE STATION ON THE
 BK3132'SOUTH SIDE OF THE HIGHWAY.
 BK3132'
 BK3132'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3132
 BK3132                          STATION RECOVERY (1997)
 BK3132
 BK3132'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3118 ***********************************************************************
 BK3118  DESIGNATION -  10D008 LADH 1965
 BK3118  PID         -  BK3118
 BK3118  STATE/COUNTY-  LA/CALCASIEU
 BK3118  USGS QUAD   -  LAKE CHARLES (1994)
 BK3118
 BK3118                         *CURRENT SURVEY CONTROL
 BK3118  ___________________________________________________________________
 BK3118* NAD 83(1992)-  30 14 46.25931(N)    093 10 07.86744(W)     ADJUSTED  
 BK3118* NAVD 88     -         5.7  **(meters)      19.   **(feet)  VERTCON   
 BK3118  **This station is located in a subsidence area (see below).
 BK3118  ___________________________________________________________________
 BK3118  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3118  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3118
 BK3118  HORZ ORDER  -  SECOND
 BK3118
 BK3118.The horizontal coordinates were established by classical geodetic methods
 BK3118.and adjusted by the National Geodetic Survey in January 1993..
 BK3118
 BK3118 ** The orthometric height has not been validated since last determined
 BK3118 ** by differential leveling and should not be used for control purposes.
 BK3118 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3118 ** area with valid NAVD 88 orthometric heights.
 BK3118 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3118 ** epoch indicated which incorporates improved geoid heights for the
 BK3118 ** Southern Louisiana Subsidence area.
 BK3118 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3118.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3118
 BK3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3118
 BK3118.The geoid height was determined by GEOID03.
 BK3118
 BK3118;                    North         East     Units Scale Factor Converg.
 BK3118;SPC LA S     -   194,969.789   823,355.448   MT  0.99993487   -0 55 04.0
 BK3118;SPC LA S     -   639,663.38  2,701,292.00   sFT  0.99993487   -0 55 04.0
 BK3118;UTM  15      - 3,346,077.008   483,754.944   MT  0.99960326   -0 05 06.2
 BK3118
 BK3118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3118!SPC LA S     -   1.00000338  x   0.99993487  =   0.99993825
 BK3118!UTM  15      -   1.00000338  x   0.99960326  =   0.99960664
 BK3118
 BK3118:                Primary Azimuth Mark                     Grid Az
 BK3118:SPC LA S     -  10 D 007                                 278 05 09.4
 BK3118:UTM  15      -  10 D 007                                 277 15 11.6
 BK3118
 BK3118|---------------------------------------------------------------------|
 BK3118| PID    Reference Object                     Distance      Geod. Az  |
 BK3118|                                                           dddmmss.s |
 BK3118| BK1599 10 D 007                            APPROX. 1.0 KM 2771005.4 |
 BK3118|---------------------------------------------------------------------|
 BK3118
 BK3118                          SUPERSEDED SURVEY CONTROL
 BK3118
 BK3118  NAD 83(1986)-  30 14 46.28036(N)    093 10 07.85979(W) AD(       ) 2
 BK3118  NAD 27      -  30 14 45.53941(N)    093 10 07.30988(W) AD(       ) 2
 BK3118  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 BK3118
 BK3118.Superseded values are not recommended for survey control.
 BK3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3118.See file dsdata.txt to determine how the superseded data were derived.
 BK3118
 BK3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8375546077(NAD 83)
 BK3118_MARKER: DD = SURVEY DISK
 BK3118_SETTING: 0 = UNSPECIFIED SETTING
 BK3118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3118
 BK3118  HISTORY     - Date     Condition        Report By
 BK3118  HISTORY     - 1965     MONUMENTED       LADH
 BK3118  HISTORY     - 1979     GOOD             LADH
 BK3118  HISTORY     - 19970208 GOOD             USPSQD
 BK3118
 BK3118                          STATION DESCRIPTION
 BK3118
 BK3118'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3118'THE STATION IS A STANDARD DISK SET IN THE SOUTHWEST CORNER
 BK3118'OF THE KAYOCHEE COULEE BRIDGE ON INTERSTATE I-10.  IT IS
 BK3118'SET IN THE ABUTMENT ABOUT 3 FEET NORTH OF THE CURB.  THE
 BK3118'STATION IS STAMPED 10D008.
 BK3118'
 BK3118'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3118'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK3118'K.C.S.R.R. OVERPASS ON INTERSTATE I-10, FROM THIS POINT FOLLOW
 BK3118'INTERSTATE I-10 EAST FOR 3.80 MILES TO THE STATION IN A BRIDGE.
 BK3118'
 BK3118'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3118
 BK3118                          STATION RECOVERY (1979)
 BK3118
 BK3118'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1979 (AL)
 BK3118'10D008 (L.D.H. USG AND G.S.) 1965 RECOVERED IN GOOD CONDITION.
 BK3118'
 BK3118'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LAKE CHARLES.
 BK3118
 BK3118                          STATION RECOVERY (1997)
 BK3118
 BK3118'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3121 ***********************************************************************
 BK3121  DESIGNATION -  10D009 LADH 1965
 BK3121  PID         -  BK3121
 BK3121  STATE/COUNTY-  LA/CALCASIEU
 BK3121  USGS QUAD   -  LAKE CHARLES (1994)
 BK3121
 BK3121                         *CURRENT SURVEY CONTROL
 BK3121  ___________________________________________________________________
 BK3121* NAD 83(1992)-  30 14 42.07634(N)    093 09 18.10562(W)     ADJUSTED  
 BK3121* NAVD 88     -        11.5  **(meters)      38.   **(feet)  VERTCON   
 BK3121  **This station is located in a subsidence area (see below).
 BK3121  ___________________________________________________________________
 BK3121  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK3121  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3121
 BK3121  HORZ ORDER  -  SECOND
 BK3121
 BK3121.The horizontal coordinates were established by classical geodetic methods
 BK3121.and adjusted by the National Geodetic Survey in January 1993..
 BK3121
 BK3121 ** The orthometric height has not been validated since last determined
 BK3121 ** by differential leveling and should not be used for control purposes.
 BK3121 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3121 ** area with valid NAVD 88 orthometric heights.
 BK3121 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3121 ** epoch indicated which incorporates improved geoid heights for the
 BK3121 ** Southern Louisiana Subsidence area.
 BK3121 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3121
 BK3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3121
 BK3121.The geoid height was determined by GEOID03.
 BK3121
 BK3121;                    North         East     Units Scale Factor Converg.
 BK3121;SPC LA S     -   194,819.777   824,683.543   MT  0.99993479   -0 54 39.1
 BK3121;SPC LA S     -   639,171.22  2,705,649.26   sFT  0.99993479   -0 54 39.1
 BK3121;UTM  15      - 3,345,946.358   485,084.638   MT  0.99960274   -0 04 41.1
 BK3121
 BK3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3121!SPC LA S     -   1.00000247  x   0.99993479  =   0.99993726
 BK3121!UTM  15      -   1.00000247  x   0.99960274  =   0.99960521
 BK3121
 BK3121:                Primary Azimuth Mark                     Grid Az
 BK3121:SPC LA S     -  10D008 LADH 1965                         276 26 39.9
 BK3121:UTM  15      -  10D008 LADH 1965                         275 36 41.9
 BK3121
 BK3121|---------------------------------------------------------------------|
 BK3121| PID    Reference Object                     Distance      Geod. Az  |
 BK3121|                                                           dddmmss.s |
 BK3121| BK3118 10D008 LADH 1965                    APPROX. 1.3 KM 2753200.8 |
 BK3121|---------------------------------------------------------------------|
 BK3121
 BK3121                          SUPERSEDED SURVEY CONTROL
 BK3121
 BK3121  NAD 83(1986)-  30 14 42.09743(N)    093 09 18.09806(W) AD(       ) 2
 BK3121  NAD 27      -  30 14 41.35564(N)    093 09 17.54937(W) AD(       ) 2
 BK3121  NGVD 29 (07/19/86)   11.5    (m)           38.     (f) VERT ANG       
 BK3121
 BK3121.Superseded values are not recommended for survey control.
 BK3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3121.See file dsdata.txt to determine how the superseded data were derived.
 BK3121
 BK3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8508545946(NAD 83)
 BK3121_MARKER: DD = SURVEY DISK
 BK3121_SETTING: 0 = UNSPECIFIED SETTING
 BK3121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3121
 BK3121  HISTORY     - Date     Condition        Report By
 BK3121  HISTORY     - 1965     MONUMENTED       LADH
 BK3121
 BK3121                          STATION DESCRIPTION
 BK3121
 BK3121'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3121'THE STATION IS A STANDARD DISK SET IN THE SOUTHEAST CORNER
 BK3121'OF A PARISH ROAD OVERPASS OVER INTERSTATE I-10.  IT IS SET IN
 BK3121'THE ABUTMENT ABOUT 3 FEET FROM THE CURB.  THE STATION IS MARKED
 BK3121'BY A WITNESS POST AND SIGN.  THE STATION IS STAMPED 10D009.
 BK3121'
 BK3121'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3121'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK3121'KCSRR OVERPASS ON INTERSTATE I-10, FROM THIS POINT FOLLOW
 BK3121'INTERSTATE I-10 EAST FOR 4.50 MILES TO STATION IN OVERPASS.
 BK3121'
 BK3121'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3116 ***********************************************************************
 BK3116  DESIGNATION -  10D010 LADH 1965
 BK3116  PID         -  BK3116
 BK3116  STATE/COUNTY-  LA/CALCASIEU
 BK3116  USGS QUAD   -  LAKE CHARLES (1994)
 BK3116
 BK3116                         *CURRENT SURVEY CONTROL
 BK3116  ___________________________________________________________________
 BK3116* NAD 83(1992)-  30 14 37.72287(N)    093 08 10.77591(W)     ADJUSTED  
 BK3116* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 BK3116  **This station is located in a subsidence area (see below).
 BK3116  ___________________________________________________________________
 BK3116  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK3116  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3116
 BK3116  HORZ ORDER  -  SECOND
 BK3116
 BK3116.The horizontal coordinates were established by classical geodetic methods
 BK3116.and adjusted by the National Geodetic Survey in January 1993..
 BK3116
 BK3116 ** The orthometric height has not been validated since last determined
 BK3116 ** by differential leveling and should not be used for control purposes.
 BK3116 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3116 ** area with valid NAVD 88 orthometric heights.
 BK3116 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3116 ** epoch indicated which incorporates improved geoid heights for the
 BK3116 ** Southern Louisiana Subsidence area.
 BK3116 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3116
 BK3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3116
 BK3116.The geoid height was determined by GEOID03.
 BK3116
 BK3116;                    North         East     Units Scale Factor Converg.
 BK3116;SPC LA S     -   194,657.276   826,481.196   MT  0.99993470   -0 54 05.5
 BK3116;SPC LA S     -   638,638.08  2,711,547.06   sFT  0.99993470   -0 54 05.5
 BK3116;UTM  15      - 3,345,810.048   486,883.864   MT  0.99960212   -0 04 07.2
 BK3116
 BK3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3116!SPC LA S     -   1.00000334  x   0.99993470  =   0.99993804
 BK3116!UTM  15      -   1.00000334  x   0.99960212  =   0.99960545
 BK3116
 BK3116:                Primary Azimuth Mark                     Grid Az
 BK3116:SPC LA S     -  10D009 LADH 1965                         275 09 55.2
 BK3116:UTM  15      -  10D009 LADH 1965                         274 19 56.9
 BK3116
 BK3116|---------------------------------------------------------------------|
 BK3116| PID    Reference Object                     Distance      Geod. Az  |
 BK3116|                                                           dddmmss.s |
 BK3116| BK3121 10D009 LADH 1965                    APPROX. 1.8 KM 2741549.7 |
 BK3116|---------------------------------------------------------------------|
 BK3116
 BK3116                          SUPERSEDED SURVEY CONTROL
 BK3116
 BK3116  NAD 83(1986)-  30 14 37.74399(N)    093 08 10.76862(W) AD(       ) 2
 BK3116  NAD 27      -  30 14 37.00109(N)    093 08 10.22099(W) AD(       ) 2
 BK3116  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 BK3116
 BK3116.Superseded values are not recommended for survey control.
 BK3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3116.See file dsdata.txt to determine how the superseded data were derived.
 BK3116
 BK3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8688445810(NAD 83)
 BK3116_MARKER: DD = SURVEY DISK
 BK3116_SETTING: 0 = UNSPECIFIED SETTING
 BK3116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3116
 BK3116  HISTORY     - Date     Condition        Report By
 BK3116  HISTORY     - 1965     MONUMENTED       LADH
 BK3116  HISTORY     - 19971115 GOOD             USPSQD
 BK3116
 BK3116                          STATION DESCRIPTION
 BK3116
 BK3116'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3116'THE STATION IS A STANDARD DISK SET IN THE SOUTHEAST CORNER OF
 BK3116'THE ANTOINE GULLY BRIDGE ON INTERSTATE I-10.  IT IS SET IN THE
 BK3116'EAST BOUND LANE, IN THE ABUTMENT ABOUT 3 FEET FROM THE CURB.  THE
 BK3116'STATION IS STAMPED 10D010.  IT IS MARKED BY A WITNESS POST AND
 BK3116'SIGN.
 BK3116'
 BK3116'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3116'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK3116'K.C.S.R.R. OVERPASS ON INTERSTATE I-10, FROM THIS POINT FOLLOW
 BK3116'INTERSTATE I-10 EAST FOR 5.80 MILES TO THE STATION IN A BRIDGE.
 BK3116'
 BK3116'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3116
 BK3116                          STATION RECOVERY (1997)
 BK3116
 BK3116'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3113 ***********************************************************************
 BK3113  DESIGNATION -  10D011 LADH 1965
 BK3113  PID         -  BK3113
 BK3113  STATE/COUNTY-  LA/CALCASIEU
 BK3113  USGS QUAD   -  LAKE CHARLES (1994)
 BK3113
 BK3113                         *CURRENT SURVEY CONTROL
 BK3113  ___________________________________________________________________
 BK3113* NAD 83(1992)-  30 14 39.07274(N)    093 07 45.64046(W)     ADJUSTED  
 BK3113* NAVD 88     -        11.7  **(meters)      38.   **(feet)  VERTCON   
 BK3113  **This station is located in a subsidence area (see below).
 BK3113  ___________________________________________________________________
 BK3113  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK3113  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3113
 BK3113  HORZ ORDER  -  SECOND
 BK3113
 BK3113.The horizontal coordinates were established by classical geodetic methods
 BK3113.and adjusted by the National Geodetic Survey in January 1993..
 BK3113
 BK3113 ** The orthometric height has not been validated since last determined
 BK3113 ** by differential leveling and should not be used for control purposes.
 BK3113 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3113 ** area with valid NAVD 88 orthometric heights.
 BK3113 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3113 ** epoch indicated which incorporates improved geoid heights for the
 BK3113 ** Southern Louisiana Subsidence area.
 BK3113 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3113
 BK3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3113
 BK3113.The geoid height was determined by GEOID03.
 BK3113
 BK3113;                    North         East     Units Scale Factor Converg.
 BK3113;SPC LA S     -   194,688.283   827,153.742   MT  0.99993473   -0 53 52.9
 BK3113;SPC LA S     -   638,739.81  2,713,753.57   sFT  0.99993473   -0 53 52.9
 BK3113;UTM  15      - 3,345,850.814   487,555.665   MT  0.99960191   -0 03 54.5
 BK3113
 BK3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3113!SPC LA S     -   1.00000244  x   0.99993473  =   0.99993717
 BK3113!UTM  15      -   1.00000244  x   0.99960191  =   0.99960435
 BK3113
 BK3113:                Primary Azimuth Mark                     Grid Az
 BK3113:SPC LA S     -  10D010 LADH 1965                         267 21 37.1
 BK3113:UTM  15      -  10D010 LADH 1965                         266 31 38.7
 BK3113
 BK3113|---------------------------------------------------------------------|
 BK3113| PID    Reference Object                     Distance      Geod. Az  |
 BK3113|                                                           dddmmss.s |
 BK3113| BK3116 10D010 LADH 1965                    APPROX. 0.7 KM 2662744.2 |
 BK3113|---------------------------------------------------------------------|
 BK3113
 BK3113                          SUPERSEDED SURVEY CONTROL
 BK3113
 BK3113  NAD 83(1986)-  30 14 39.09386(N)    093 07 45.63327(W) AD(       ) 2
 BK3113  NAD 27      -  30 14 38.35069(N)    093 07 45.08571(W) AD(       ) 2
 BK3113  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 BK3113
 BK3113.Superseded values are not recommended for survey control.
 BK3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3113.See file dsdata.txt to determine how the superseded data were derived.
 BK3113
 BK3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8755645851(NAD 83)
 BK3113_MARKER: DD = SURVEY DISK
 BK3113_SETTING: 0 = UNSPECIFIED SETTING
 BK3113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3113
 BK3113  HISTORY     - Date     Condition        Report By
 BK3113  HISTORY     - 1965     MONUMENTED       LADH
 BK3113
 BK3113                          STATION DESCRIPTION
 BK3113
 BK3113'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3113'THE STATION IS A STANDARD DISK SET IN THE SOUTHEAST CORNER OF
 BK3113'CHLOE OVERPASS AND INTERCHANGE ON INTERSTATE I-10.  IT IS SET
 BK3113'IN THE ABUTMENT 3 FEET FROM THE CURB.  IT IS 6.90 FEET NORTHWEST
 BK3113'OF A WITNESS POST AND SIGN.  THE STATION IS STAMPED 10D011.
 BK3113'
 BK3113'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3113'CHARLES FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK3113'K.C.S.R.R. OVERPASS ON INTERSTATE I-10, FROM THIS POINT FOLLOW
 BK3113'INTERSTATE I-10 EAST FOR 6.50 MILES TO THE STATION ON AN OVERPASS.
 BK3113'
 BK3113'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3088 ***********************************************************************
 BK3088  DESIGNATION -  10D012 LADH 1965
 BK3088  PID         -  BK3088
 BK3088  STATE/COUNTY-  LA/CALCASIEU
 BK3088  USGS QUAD   -  IOWA (1994)
 BK3088
 BK3088                         *CURRENT SURVEY CONTROL
 BK3088  ___________________________________________________________________
 BK3088* NAD 83(1992)-  30 14 47.67297(N)    093 07 03.11607(W)     ADJUSTED  
 BK3088* NAVD 88     -         6.4  **(meters)      21.   **(feet)  VERTCON   
 BK3088  **This station is located in a subsidence area (see below).
 BK3088  ___________________________________________________________________
 BK3088  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK3088  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3088
 BK3088  HORZ ORDER  -  SECOND
 BK3088
 BK3088.The horizontal coordinates were established by classical geodetic methods
 BK3088.and adjusted by the National Geodetic Survey in January 1993..
 BK3088
 BK3088 ** The orthometric height has not been validated since last determined
 BK3088 ** by differential leveling and should not be used for control purposes.
 BK3088 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3088 ** area with valid NAVD 88 orthometric heights.
 BK3088 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3088 ** epoch indicated which incorporates improved geoid heights for the
 BK3088 ** Southern Louisiana Subsidence area.
 BK3088 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3088
 BK3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3088
 BK3088.The geoid height was determined by GEOID03.
 BK3088
 BK3088;                    North         East     Units Scale Factor Converg.
 BK3088;SPC LA S     -   194,935.306   828,294.579   MT  0.99993490   -0 53 31.6
 BK3088;SPC LA S     -   639,550.25  2,717,496.46   sFT  0.99993490   -0 53 31.6
 BK3088;UTM  15      - 3,346,114.307   488,692.412   MT  0.99960158   -0 03 33.1
 BK3088
 BK3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3088!SPC LA S     -   1.00000327  x   0.99993490  =   0.99993817
 BK3088!UTM  15      -   1.00000327  x   0.99960158  =   0.99960485
 BK3088
 BK3088:                Primary Azimuth Mark                     Grid Az
 BK3088:SPC LA S     -  10D011 LADH 1965                         257 46 57.0
 BK3088:UTM  15      -  10D011 LADH 1965                         256 56 58.5
 BK3088
 BK3088|---------------------------------------------------------------------|
 BK3088| PID    Reference Object                     Distance      Geod. Az  |
 BK3088|                                                           dddmmss.s |
 BK3088| BK3113 10D011 LADH 1965                    APPROX. 1.2 KM 2565325.4 |
 BK3088|---------------------------------------------------------------------|
 BK3088
 BK3088                          SUPERSEDED SURVEY CONTROL
 BK3088
 BK3088  NAD 83(1986)-  30 14 47.69409(N)    093 07 03.10902(W) AD(       ) 2
 BK3088  NAD 27      -  30 14 46.95076(N)    093 07 02.56194(W) AD(       ) 2
 BK3088  NGVD 29 (07/19/86)    6.4    (m)           21.     (f) VERT ANG       
 BK3088
 BK3088.Superseded values are not recommended for survey control.
 BK3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3088.See file dsdata.txt to determine how the superseded data were derived.
 BK3088
 BK3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8869246114(NAD 83)
 BK3088_MARKER: DD = SURVEY DISK
 BK3088_SETTING: 0 = UNSPECIFIED SETTING
 BK3088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3088
 BK3088  HISTORY     - Date     Condition        Report By
 BK3088  HISTORY     - 1965     MONUMENTED       LADH
 BK3088  HISTORY     - 19971115 GOOD             USPSQD
 BK3088
 BK3088                          STATION DESCRIPTION
 BK3088
 BK3088'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3088'THE STATION IS A STANDARD DISK SET IN THE NORTHEAST CORNER OF
 BK3088'THE SOUTH ROADWAY BRIDGE OVER ENGLISH BAYOU ON INTERSTATE I-10.
 BK3088'IT IS SET IN THE ABUTMENT APPROXIMATELY 6 FEET SOUTH OF THE
 BK3088'NORTH CURB.  THE STATION IS STAMPED 10D012.
 BK3088'
 BK3088'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3088'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK3088'K.C.S.R.R. OVERPASS ON INTERSTATE I-10.  FROM THIS POINT FOLLOW
 BK3088'INTERSTATE I-10 EAST FOR 7.20 MILES TO THE STATION IN A BRIDGE.
 BK3088'
 BK3088'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3088
 BK3088                          STATION RECOVERY (1997)
 BK3088
 BK3088'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3098 ***********************************************************************
 BK3098  DESIGNATION -  10D013 LADH 1965
 BK3098  PID         -  BK3098
 BK3098  STATE/COUNTY-  LA/CALCASIEU
 BK3098  USGS QUAD   -  IOWA (1994)
 BK3098
 BK3098                         *CURRENT SURVEY CONTROL
 BK3098  ___________________________________________________________________
 BK3098* NAD 83(1992)-  30 14 52.58170(N)    093 06 27.18230(W)     ADJUSTED  
 BK3098* NAVD 88     -         4.8  **(meters)      16.   **(feet)  VERTCON   
 BK3098  **This station is located in a subsidence area (see below).
 BK3098  ___________________________________________________________________
 BK3098  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BK3098  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3098
 BK3098  HORZ ORDER  -  SECOND
 BK3098
 BK3098.The horizontal coordinates were established by classical geodetic methods
 BK3098.and adjusted by the National Geodetic Survey in January 1993..
 BK3098
 BK3098 ** The orthometric height has not been validated since last determined
 BK3098 ** by differential leveling and should not be used for control purposes.
 BK3098 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3098 ** area with valid NAVD 88 orthometric heights.
 BK3098 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3098 ** epoch indicated which incorporates improved geoid heights for the
 BK3098 ** Southern Louisiana Subsidence area.
 BK3098 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3098
 BK3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3098
 BK3098.The geoid height was determined by GEOID03.
 BK3098
 BK3098;                    North         East     Units Scale Factor Converg.
 BK3098;SPC LA S     -   195,071.520   829,257.439   MT  0.99993500   -0 53 13.7
 BK3098;SPC LA S     -   639,997.15  2,720,655.45   sFT  0.99993500   -0 53 13.7
 BK3098;UTM  15      - 3,346,264.453   489,652.869   MT  0.99960132   -0 03 15.0
 BK3098
 BK3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3098!SPC LA S     -   1.00000352  x   0.99993500  =   0.99993852
 BK3098!UTM  15      -   1.00000352  x   0.99960132  =   0.99960484
 BK3098
 BK3098:                Primary Azimuth Mark                     Grid Az
 BK3098:SPC LA S     -  10D012 LADH 1965                         261 56 52.6
 BK3098:UTM  15      -  10D012 LADH 1965                         261 06 53.9
 BK3098
 BK3098|---------------------------------------------------------------------|
 BK3098| PID    Reference Object                     Distance      Geod. Az  |
 BK3098|                                                           dddmmss.s |
 BK3098| BK3088 10D012 LADH 1965                    APPROX. 1.0 KM 2610338.9 |
 BK3098|---------------------------------------------------------------------|
 BK3098
 BK3098                          SUPERSEDED SURVEY CONTROL
 BK3098
 BK3098  NAD 83(1986)-  30 14 52.60281(N)    093 06 27.17538(W) AD(       ) 2
 BK3098  NAD 27      -  30 14 51.85929(N)    093 06 26.62864(W) AD(       ) 2
 BK3098  NGVD 29 (07/19/86)    4.8    (m)           16.     (f) VERT ANG       
 BK3098
 BK3098.Superseded values are not recommended for survey control.
 BK3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3098.See file dsdata.txt to determine how the superseded data were derived.
 BK3098
 BK3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8965346264(NAD 83)
 BK3098_MARKER: DD = SURVEY DISK
 BK3098_SETTING: 0 = UNSPECIFIED SETTING
 BK3098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3098
 BK3098  HISTORY     - Date     Condition        Report By
 BK3098  HISTORY     - 1965     MONUMENTED       LADH
 BK3098
 BK3098                          STATION DESCRIPTION
 BK3098
 BK3098'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3098'THE STATION IS 102.09 FEET NORTH OF THE CENTERLINE OF THE NORTH
 BK3098'ROADWAY OF INTERSTATE I-10, 103.07 FEET NORTHWEST OF A HEADWALL ON
 BK3098'A CROSS DRAIN UNDER INTERSTATE I-10, 3.17 FEET SOUTH OF THE
 BK3098'RIGHT OF WAY FENCE AND 2.63 NORTH OF THE WITNESS POST AND SIGN.
 BK3098'
 BK3098'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT IS
 BK3098'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE STATION
 BK3098'IS STAMPED 10D013.
 BK3098'
 BK3098'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3098'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK3098'K.C.S.R.R. OVERPASS ON INTERSTATE I-10.  FROM THIS POINT FOLLOW
 BK3098'INTERSTATE I-10 EAST FOR 7.80 MILES TO THE STATION ON THE NORTH
 BK3098'SIDE OF THE HIGHWAY.
 BK3098'
 BK3098'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3129 ***********************************************************************
 BK3129  DESIGNATION -  10D014 LADH 1965
 BK3129  PID         -  BK3129
 BK3129  STATE/COUNTY-  LA/CALCASIEU
 BK3129  USGS QUAD   -  LAKE CHARLES (1994)
 BK3129
 BK3129                         *CURRENT SURVEY CONTROL
 BK3129  ___________________________________________________________________
 BK3129* NAD 83(1992)-  30 14 06.12559(N)    093 09 05.05595(W)     ADJUSTED  
 BK3129* NAVD 88     -         3.8  **(meters)      12.   **(feet)  VERTCON   
 BK3129  **This station is located in a subsidence area (see below).
 BK3129  ___________________________________________________________________
 BK3129  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3129  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3129
 BK3129  HORZ ORDER  -  SECOND
 BK3129
 BK3129.The horizontal coordinates were established by classical geodetic methods
 BK3129.and adjusted by the National Geodetic Survey in January 1993..
 BK3129
 BK3129 ** The orthometric height has not been validated since last determined
 BK3129 ** by differential leveling and should not be used for control purposes.
 BK3129 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3129 ** area with valid NAVD 88 orthometric heights.
 BK3129 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3129 ** epoch indicated which incorporates improved geoid heights for the
 BK3129 ** Southern Louisiana Subsidence area.
 BK3129 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3129
 BK3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3129
 BK3129.The geoid height was determined by GEOID03.
 BK3129
 BK3129;                    North         East     Units Scale Factor Converg.
 BK3129;SPC LA S     -   193,707.400   825,014.806   MT  0.99993406   -0 54 32.6
 BK3129;SPC LA S     -   635,521.69  2,706,736.08   sFT  0.99993406   -0 54 32.6
 BK3129;UTM  15      - 3,344,839.280   485,431.918   MT  0.99960262   -0 04 34.5
 BK3129
 BK3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3129!SPC LA S     -   1.00000368  x   0.99993406  =   0.99993774
 BK3129!UTM  15      -   1.00000368  x   0.99960262  =   0.99960630
 BK3129
 BK3129:                Primary Azimuth Mark                     Grid Az
 BK3129:SPC LA S     -  CHENNAULT                                269 54 44.6
 BK3129:UTM  15      -  CHENNAULT                                269 04 46.5
 BK3129
 BK3129|---------------------------------------------------------------------|
 BK3129| PID    Reference Object                     Distance      Geod. Az  |
 BK3129|                                                           dddmmss.s |
 BK3129| BK3120 CHENNAULT                           APPROX. 1.2 KM 2690012.0 |
 BK3129|---------------------------------------------------------------------|
 BK3129
 BK3129                          SUPERSEDED SURVEY CONTROL
 BK3129
 BK3129  NAD 83(1986)-  30 14 06.14671(N)    093 09 05.04858(W) AD(       ) 2
 BK3129  NAD 27      -  30 14 05.40332(N)    093 09 04.50059(W) AD(       ) 2
 BK3129  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 BK3129
 BK3129.Superseded values are not recommended for survey control.
 BK3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3129.See file dsdata.txt to determine how the superseded data were derived.
 BK3129
 BK3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8543244839(NAD 83)
 BK3129_MARKER: DD = SURVEY DISK
 BK3129_SETTING: 0 = UNSPECIFIED SETTING
 BK3129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3129
 BK3129  HISTORY     - Date     Condition        Report By
 BK3129  HISTORY     - 1965     MONUMENTED       LADH
 BK3129  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 BK3129
 BK3129                          STATION DESCRIPTION
 BK3129
 BK3129'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BK3129'THE STATION IS 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE RUNNING
 BK3129'EAST AND WEST, 40.20 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 BK3129'90, 2.60 FEET NORTH OF THE WITNESS POST AND SIGN, 405.20 FEET
 BK3129'EAST OF THE EAST RAIL OF MALLARD CROSSING ON U.S. HIGHWAY 90
 BK3129'AND 40.00 FEET NORTHWEST OF A RIALROAD CROSSING SIGN.
 BK3129'
 BK3129'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST THAT IS
 BK3129'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE STATION
 BK3129'IS STAMPED 10D014.
 BK3129'
 BK3129'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3129'CHARLES, FOLLOW U.S. HIGHWAY 90 WEST FOR 0.65 MILE TO THE
 BK3129'K.C.S.R.R. OVERPASS ON INTERSTATE I-10.  FROM THIS POINT, FOLLOW
 BK3129'INTERSTATE I-10 EAST FOR 6.10 MILES TO THE CHLOE OVERPASS, GO
 BK3129'SOUTH FROM SAID OVERPASS FOR 0.83 MILE TO THE INTERSECTION WITH
 BK3129'U.S. HIGHWAY 90, THENCE WEST ALONG U.S. HIGHWAY 90 FOR 1.34
 BK3129'MILES TO THE STATION ON THE NORTH SIDE OF THE HIGHWAY.
 BK3129'
 BK3129'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3129
 BK3129                          STATION RECOVERY (2004)
 BK3129
 BK3129'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3216 ***********************************************************************
 BK3216  DESIGNATION -  10E007 LADH 1967
 BK3216  PID         -  BK3216
 BK3216  STATE/COUNTY-  LA/CALCASIEU
 BK3216  USGS QUAD   -  ECHO (1994)
 BK3216
 BK3216                         *CURRENT SURVEY CONTROL
 BK3216  ___________________________________________________________________
 BK3216* NAD 83(1992)-  30 11 12.77659(N)    093 38 17.50423(W)     ADJUSTED  
 BK3216* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 BK3216  ___________________________________________________________________
 BK3216  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BK3216  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK3216
 BK3216  HORZ ORDER  -  SECOND
 BK3216
 BK3216.The horizontal coordinates were established by classical geodetic methods
 BK3216.and adjusted by the National Geodetic Survey in January 1993..
 BK3216
 BK3216.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3216
 BK3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3216
 BK3216.The geoid height was determined by GEOID03.
 BK3216
 BK3216;                    North         East     Units Scale Factor Converg.
 BK3216;SPC LA S     -   189,213.720   778,060.561   MT  0.99993099   -1 09 08.9
 BK3216;SPC LA S     -   620,778.68  2,552,687.02   sFT  0.99993099   -1 09 08.9
 BK3216;SPC TX C     - 3,077,066.909 1,344,374.329   MT  0.99998200   +3 26 54.2
 BK3216;SPC TX C     -10,095,343.68  4,410,668.11   sFT  0.99998200   +3 26 54.2
 BK3216;UTM  15      - 3,339,665.782   438,562.534   MT  0.99964657   -0 19 15.3
 BK3216
 BK3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3216!SPC LA S     -   1.00000352  x   0.99993099  =   0.99993451
 BK3216!SPC TX C     -   1.00000352  x   0.99998200  =   0.99998552
 BK3216!UTM  15      -   1.00000352  x   0.99964657  =   0.99965009
 BK3216
 BK3216:                Primary Azimuth Mark                     Grid Az
 BK3216:SPC LA S     -  10 E 006                                 001 40 19.0
 BK3216:SPC TX C     -  10 E 006                                 357 04 15.9
 BK3216:UTM  15      -  10 E 006                                 000 50 25.4
 BK3216
 BK3216|---------------------------------------------------------------------|
 BK3216| PID    Reference Object                     Distance      Geod. Az  |
 BK3216|                                                           dddmmss.s |
 BK3216| BK2477 10 E 006                            APPROX. 1.3 KM 0003110.1 |
 BK3216|---------------------------------------------------------------------|
 BK3216
 BK3216                          SUPERSEDED SURVEY CONTROL
 BK3216
 BK3216  NAD 83(1986)-  30 11 12.79164(N)    093 38 17.49334(W) AD(       ) 2
 BK3216  NAD 27      -  30 11 12.04746(N)    093 38 16.91042(W) AD(       ) 2
 BK3216  NGVD 29 (07/19/86)    5.     (m)           16.     (f) VERT ANG       
 BK3216
 BK3216.Superseded values are not recommended for survey control.
 BK3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3216.See file dsdata.txt to determine how the superseded data were derived.
 BK3216
 BK3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3856339666(NAD 83)
 BK3216_MARKER: DD = SURVEY DISK
 BK3216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3216+STABILITY: SURFACE MOTION
 BK3216
 BK3216  HISTORY     - Date     Condition        Report By
 BK3216  HISTORY     - 1967     MONUMENTED       LADH
 BK3216  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK3216  HISTORY     - 20050413 MARK NOT FOUND   USPSQD
 BK3216  HISTORY     - 20050413 MARK NOT FOUND   USPSQD
 BK3216
 BK3216                          STATION DESCRIPTION
 BK3216
 BK3216'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK3216'THIS STATION IS LOCATED NORTH ALONG LA. HWY. 109, 1.71 MILES
 BK3216'FROM THE INTERSECTION WITH U.S. HWY. 90.  THE STATION IS SET WEST
 BK3216'OF THE HIGHWAY NEAR A CATTLE GUARD.  STATION IS 1.40 FEET
 BK3216'SOUTHWEST OF A METAL WITNESS POST AND SIGN, 3.30 FEET EAST OF
 BK3216'THE NORTH-SOUTH FENCE WEST OF THE HIGHWAY, 10.00 FEET NORTH
 BK3216'OF THE CENTERLINE OF DRIVE TO CATTLE GUARD, 37.80 FEET WEST
 BK3216'OF THE CENTERLINE OF LA. HWY. 109, 6.20 FEET SOUTHWEST OF
 BK3216'NORTH END OF SIDE DRAIN, AND 79.00 FEET SOUTH OF POWER POLE
 BK3216'NO. 34.
 BK3216'
 BK3216'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK3216'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK3216'OF THE GROUND.  THE STATION IS STAMPED 10E007.
 BK3216'
 BK3216'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK3216'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE TO
 BK3216'THE INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG U.S.
 BK3216'HWY. 90 FOR 3.58 MILES TO THE INTERSECTION WITH LA. HWY. 109,
 BK3216'THENCE NORTH ALONG LA. 109 FOR 1.71 MILES TO THE STATION SET
 BK3216'WEST OF HIGHWAY.
 BK3216'
 BK3216'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3216
 BK3216                          STATION RECOVERY (2004)
 BK3216
 BK3216'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK3216'MARK NOT FOUND.
 BK3216
 BK3216                          STATION RECOVERY (2005)
 BK3216
 BK3216'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK3216'ROAD HAS BEEN WIDENED AND CATTLE GUARD NO LONGER EXISTS.
 BK3216
 BK3216                          STATION RECOVERY (2005)
 BK3216
 BK3216'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK3216'LA HWY 109 HAS BEEN WIDENED-CATTLE GUARD IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3217 ***********************************************************************
 BK3217  DESIGNATION -  10E009
 BK3217  PID         -  BK3217
 BK3217  STATE/COUNTY-  LA/CALCASIEU
 BK3217  USGS QUAD   -  ECHO (1994)
 BK3217
 BK3217                         *CURRENT SURVEY CONTROL
 BK3217  ___________________________________________________________________
 BK3217* NAD 83(1992)-  30 09 17.49927(N)    093 38 17.95501(W)     ADJUSTED  
 BK3217* NAVD 88     -        11.0    (meters)      36.     (feet)  GPS OBS   
 BK3217  ___________________________________________________________________
 BK3217  X           -    -350,265.300 (meters)                     COMP
 BK3217  Y           -  -5,508,514.080 (meters)                     COMP
 BK3217  Z           -   3,185,220.826 (meters)                     COMP
 BK3217  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK3217  ELLIP HEIGHT-         -16.47  (meters)          (02/20/02) GPS OBS
 BK3217  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK3217
 BK3217  HORZ ORDER  -  FIRST
 BK3217  ELLP ORDER  -  FOURTH    CLASS I
 BK3217
 BK3217.The horizontal coordinates were established by GPS observations
 BK3217.and adjusted by the National Geodetic Survey in January 1995..
 BK3217
 BK3217.The orthometric height was determined by GPS observations and a
 BK3217.high-resolution geoid model.
 BK3217
 BK3217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3217
 BK3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3217
 BK3217.The ellipsoidal height was determined by GPS observations
 BK3217.and is referenced to NAD 83.
 BK3217
 BK3217.The geoid height was determined by GEOID03.
 BK3217
 BK3217;                    North         East     Units Scale Factor Converg.
 BK3217;SPC LA S     -   185,665.177   777,977.110   MT  0.99992934   -1 09 09.1
 BK3217;SPC LA S     -   609,136.50  2,552,413.24   sFT  0.99992934   -1 09 09.1
 BK3217;SPC TX C     - 3,073,522.909 1,344,575.800   MT  0.99999002   +3 26 54.0
 BK3217;SPC TX C     -10,083,716.41  4,411,329.10   sFT  0.99999002   +3 26 54.0
 BK3217;UTM  15      - 3,336,117.408   438,530.610   MT  0.99964662   -0 19 14.4
 BK3217
 BK3217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3217!SPC LA S     -   1.00000259  x   0.99992934  =   0.99993193
 BK3217!SPC TX C     -   1.00000259  x   0.99999002  =   0.99999261
 BK3217!UTM  15      -   1.00000259  x   0.99964662  =   0.99964921
 BK3217
 BK3217:                Primary Azimuth Mark                     Grid Az
 BK3217:SPC LA S     -  10E010 LADH 1967                         066 42 47.1
 BK3217:SPC TX C     -  10E010 LADH 1967                         062 06 44.0
 BK3217:UTM  15      -  10E010 LADH 1967                         065 52 52.4
 BK3217
 BK3217|---------------------------------------------------------------------|
 BK3217| PID    Reference Object                     Distance      Geod. Az  |
 BK3217|                                                           dddmmss.s |
 BK3217| BK3197 10E010 LADH 1967                    APPROX. 1.7 KM 0653338.0 |
 BK3217|---------------------------------------------------------------------|
 BK3217
 BK3217                          SUPERSEDED SURVEY CONTROL
 BK3217
 BK3217  ELLIP H (01/13/95)  -16.38   (m)                       GP(       ) 3 2
 BK3217  NAD 83(1992)-  30 09 17.49856(N)    093 38 17.95209(W) AD(       ) 2
 BK3217  NAD 83(1986)-  30 09 17.51414(N)    093 38 17.94083(W) AD(       ) 2
 BK3217  NAD 27      -  30 09 16.76760(N)    093 38 17.35766(W) AD(       ) 2
 BK3217  NGVD 29 (07/19/86)   11.16   (m)           36.6    (f) LEVELING    3  
 BK3217
 BK3217.Superseded values are not recommended for survey control.
 BK3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3217.See file dsdata.txt to determine how the superseded data were derived.
 BK3217
 BK3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3853136117(NAD 83)
 BK3217_MARKER: DD = SURVEY DISK
 BK3217_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK3217_SP_SET: CAP SET IN NW CORNER OF OVERPASS
 BK3217_STAMPING: 10E009
 BK3217_MARK LOGO: LADHGS
 BK3217_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3217+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1990
 BK3217
 BK3217  HISTORY     - Date     Condition        Report By
 BK3217  HISTORY     - 1967     MONUMENTED       LADH
 BK3217  HISTORY     - 19901219 GOOD             VFM
 BK3217  HISTORY     - 19990320 GOOD             USPSQD
 BK3217  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK3217
 BK3217                          STATION DESCRIPTION
 BK3217
 BK3217'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK3217'THIS STATION IS LOCATED IN THE NORTHWEST CORNER OF AN OVERPASS
 BK3217'AND INTERCHANGE OVER INTERSTATE 10 ON A PARISH ROAD, JUST
 BK3217'SOUTH OF INTERSECTION WITH U.S. HWY. 90 AND LA. HWY 109.
 BK3217'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE ABUTMENT,
 BK3217'2.0 FEET EAST OF THE WEST CURB OF THE OVERPASS, 6.00 FEET
 BK3217'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND 9.00 FEET
 BK3217'WEST OF THE CENTERLINE OF THE ROADWAY OF THE OVERPASS.
 BK3217'
 BK3217'TO REACH THIS STATION FROM THE U.S. POST OFFICE IN VINTON
 BK3217'(ON HORRIDGE ST.) FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE
 BK3217'TO THE INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG
 BK3217'U.S. HWY. 90 FOR 0.4 MILE TO THE INTERSECTION WITH WEST
 BK3217'ST. (GED OIL FIELD RD.), THENCE SOUTH ON SAID ROAD FOR 0.6
 BK3217'MILE TO THE INTERCHANGE ON I-10, THENCE WEST ALONG I-10
 BK3217'FOR 3.07 MILES TO STATION SET IN OVERPASS.
 BK3217'
 BK3217'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3217
 BK3217                          STATION RECOVERY (1990)
 BK3217
 BK3217'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3217'RECOVERED AS DESCRIBED.
 BK3217
 BK3217                          STATION RECOVERY (1999)
 BK3217
 BK3217'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3217'RECOVERED IN GOOD CONDITION.
 BK3217
 BK3217                          STATION RECOVERY (2004)
 BK3217
 BK3217'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK3217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3197 ***********************************************************************
 BK3197  DESIGNATION -  10E010 LADH 1967
 BK3197  PID         -  BK3197
 BK3197  STATE/COUNTY-  LA/CALCASIEU
 BK3197  USGS QUAD   -  VINTON (1994)
 BK3197
 BK3197                         *CURRENT SURVEY CONTROL
 BK3197  ___________________________________________________________________
 BK3197* NAD 83(1992)-  30 09 39.93367(N)    093 37 21.13678(W)     ADJUSTED  
 BK3197* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BK3197  ___________________________________________________________________
 BK3197  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK3197  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK3197
 BK3197  HORZ ORDER  -  SECOND
 BK3197
 BK3197.The horizontal coordinates were established by classical geodetic methods
 BK3197.and adjusted by the National Geodetic Survey in January 1993..
 BK3197
 BK3197.The orthometric height was scaled from a topographic map.
 BK3197
 BK3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3197
 BK3197.The geoid height was determined by GEOID03.
 BK3197
 BK3197;                    North         East     Units Scale Factor Converg.
 BK3197;SPC LA S     -   186,325.339   779,510.954   MT  0.99992964   -1 08 40.7
 BK3197;SPC LA S     -   611,302.38  2,557,445.52   sFT  0.99992964   -1 08 40.7
 BK3197;SPC TX C     - 3,074,304.029 1,346,051.834   MT  0.99998844   +3 27 23.2
 BK3197;SPC TX C     -10,086,279.14  4,416,171.73   sFT  0.99998844   +3 27 23.2
 BK3197;UTM  15      - 3,336,799.575   440,054.275   MT  0.99964433   -0 18 46.1
 BK3197
 BK3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3197!SPC LA S     -   1.00000384  x   0.99992964  =   0.99993348
 BK3197!SPC TX C     -   1.00000384  x   0.99998844  =   0.99999228
 BK3197!UTM  15      -   1.00000384  x   0.99964433  =   0.99964816
 BK3197
 BK3197:                Primary Azimuth Mark                     Grid Az
 BK3197:SPC LA S     -  10E009                                   246 42 47.2
 BK3197:SPC TX C     -  10E009                                   242 06 43.3
 BK3197:UTM  15      -  10E009                                   245 52 52.6
 BK3197
 BK3197|---------------------------------------------------------------------|
 BK3197| PID    Reference Object                     Distance      Geod. Az  |
 BK3197|                                                           dddmmss.s |
 BK3197| BK3217 10E009                              APPROX. 1.7 KM 2453406.5 |
 BK3197|---------------------------------------------------------------------|
 BK3197
 BK3197                          SUPERSEDED SURVEY CONTROL
 BK3197
 BK3197  NAD 83(1986)-  30 09 39.94946(N)    093 37 21.12566(W) AD(       ) 2
 BK3197  NAD 27      -  30 09 39.20303(N)    093 37 20.54352(W) AD(       ) 2
 BK3197
 BK3197.Superseded values are not recommended for survey control.
 BK3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3197.See file dsdata.txt to determine how the superseded data were derived.
 BK3197
 BK3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4005436800(NAD 83)
 BK3197_MARKER: DD = SURVEY DISK
 BK3197_SETTING: 0 = UNSPECIFIED SETTING
 BK3197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3197+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 BK3197
 BK3197  HISTORY     - Date     Condition        Report By
 BK3197  HISTORY     - 1967     MONUMENTED       LADH
 BK3197  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK3197  HISTORY     - 20050627 GOOD             USPSQD
 BK3197
 BK3197                          STATION DESCRIPTION
 BK3197
 BK3197'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK3197'THIS STATION IS LOCATED WEST ALONG INTERSTATE 10, 2.01
 BK3197'MILES FROM THE GED ROAD OVERPASS AND INTERCHANGE ON WEST
 BK3197'SIDE OF VINTON.  THE STATION IS MARKED BY A STANDARD BRONZE
 BK3197'DISK SET IN THE SOUTHWEST CORNER OF THE BRIDGE ON THE EASTBOUND
 BK3197'LANE OF I-10 OVER GUM GULLY.  STATION IS IN CURB, 4.80
 BK3197'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, AND 22.50
 BK3197'FEET SOUTH OF THE CENTERLINE OF THE BRIDGE.
 BK3197'
 BK3197'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK3197'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE TO
 BK3197'THE INTERSECTION WITH U.S. HWY. 90, THENCE WEST ALONG U.S.
 BK3197'HWY. 90 FOR 0.40 MILE TO THE INTERSECTION WITH WEST ST.
 BK3197'(GED ROAD), THENCE SOUTH ALONG WEST ST. (GED ROAD) FOR 0.6
 BK3197'MILE TO THE INTERCHANGE ON I-10, THENCE WEST ALONG INTERSTATE
 BK3197'10 FOR 2.01 MILES TO STATION SET IN BRIDGE.
 BK3197'
 BK3197'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3197
 BK3197                          STATION RECOVERY (1996)
 BK3197
 BK3197'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3197'MARK NOT FOUND.
 BK3197
 BK3197                          STATION RECOVERY (2005)
 BK3197
 BK3197'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK3197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3193 ***********************************************************************
 BK3193  DESIGNATION -  10E011 LADH 1967
 BK3193  PID         -  BK3193
 BK3193  STATE/COUNTY-  LA/CALCASIEU
 BK3193  USGS QUAD   -  VINTON (1994)
 BK3193
 BK3193                         *CURRENT SURVEY CONTROL
 BK3193  ___________________________________________________________________
 BK3193* NAD 83(1992)-  30 10 03.44462(N)    093 36 24.42498(W)     ADJUSTED  
 BK3193* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 BK3193  ___________________________________________________________________
 BK3193  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK3193  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK3193
 BK3193  HORZ ORDER  -  SECOND
 BK3193
 BK3193.The horizontal coordinates were established by classical geodetic methods
 BK3193.and adjusted by the National Geodetic Survey in January 1993..
 BK3193
 BK3193.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3193
 BK3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3193
 BK3193.The geoid height was determined by GEOID03.
 BK3193
 BK3193;                    North         East     Units Scale Factor Converg.
 BK3193;SPC LA S     -   187,018.913   781,042.423   MT  0.99992996   -1 08 12.3
 BK3193;SPC LA S     -   613,577.88  2,562,470.02   sFT  0.99992996   -1 08 12.3
 BK3193;SPC TX C     - 3,075,118.270 1,347,522.814   MT  0.99998679   +3 27 52.4
 BK3193;SPC TX C     -10,088,950.52  4,420,997.77   sFT  0.99998679   +3 27 52.4
 BK3193;UTM  15      - 3,337,515.104   441,575.077   MT  0.99964211   -0 18 17.8
 BK3193
 BK3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3193!SPC LA S     -   1.00000351  x   0.99992996  =   0.99993347
 BK3193!SPC TX C     -   1.00000351  x   0.99998679  =   0.99999030
 BK3193!UTM  15      -   1.00000351  x   0.99964211  =   0.99964561
 BK3193
 BK3193:                Primary Azimuth Mark                     Grid Az
 BK3193:SPC LA S     -  10E010 LADH 1967                         245 38 06.4
 BK3193:SPC TX C     -  10E010 LADH 1967                         241 02 01.7
 BK3193:UTM  15      -  10E010 LADH 1967                         244 48 11.9
 BK3193
 BK3193|---------------------------------------------------------------------|
 BK3193| PID    Reference Object                     Distance      Geod. Az  |
 BK3193|                                                           dddmmss.s |
 BK3193| BK3197 10E010 LADH 1967                    APPROX. 1.7 KM 2442954.1 |
 BK3193|---------------------------------------------------------------------|
 BK3193
 BK3193                          SUPERSEDED SURVEY CONTROL
 BK3193
 BK3193  NAD 83(1986)-  30 10 03.46063(N)    093 36 24.41400(W) AD(       ) 2
 BK3193  NAD 27      -  30 10 02.71424(N)    093 36 23.83288(W) AD(       ) 2
 BK3193  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 BK3193
 BK3193.Superseded values are not recommended for survey control.
 BK3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3193.See file dsdata.txt to determine how the superseded data were derived.
 BK3193
 BK3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4157537515(NAD 83)
 BK3193_MARKER: DD = SURVEY DISK
 BK3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3193+STABILITY: SURFACE MOTION
 BK3193
 BK3193  HISTORY     - Date     Condition        Report By
 BK3193  HISTORY     - 1967     MONUMENTED       LADH
 BK3193  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3193  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3193
 BK3193                          STATION DESCRIPTION
 BK3193
 BK3193'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK3193'THIS STATION IS LOCATED WEST ALONG I-10, 1.18 MILES FROM THE GED
 BK3193'ROAD (WEST STREET) INTERCHANGE WEST OF VINTON.  THE STATION
 BK3193'IS SET SOUTH OF THE EAST BOUND LANE NEAR THE FENCE.  STATION
 BK3193'IS 1.0 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 5.30
 BK3193'FEET NORTH OF THE EAST-WEST FENCE SOUTH OF I-10, 64.50 FEET
 BK3193'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE I-10, 408.0
 BK3193'FEET EAST OF A HEADWALL ON A RICE CANAL DRAIN, AND 128.0
 BK3193'FEET EAST OF A CONCRETE RIGHT OF WAY MARKER ON SOUTH SIDE
 BK3193'OF I-10.
 BK3193'
 BK3193'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK3193'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK3193'OF THE GROUND.  STATION IS STAMPED 10E011.
 BK3193'
 BK3193'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK3193'STREET) IN VINTON, FOLLOW HORRIDGE STREET NORTH FOR 0.10
 BK3193'MILE TO THE INTERSECTION WITH U.S. HWY. 90, THENCE WEST
 BK3193'ALONG U.S. HWY. 90 FOR 0.4 MILE TO THE INTERSECTION WITH
 BK3193'THE GED OIL FIELD ROAD (WEST STREET), THENCE SOUTH ALONG
 BK3193'SAID STREET FOR 0.6 MILE TO THE INTERCHANGE ON I-10, THENCE
 BK3193'WEST ALONG I-10 FOR 1.18 MILES TO THE STATION SET SOUTH
 BK3193'OF HIGHWAY.
 BK3193'
 BK3193'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3193
 BK3193                          STATION RECOVERY (1997)
 BK3193
 BK3193'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3193'MARK NOT FOUND.
 BK3193
 BK3193                          STATION RECOVERY (2002)
 BK3193
 BK3193'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3195 ***********************************************************************
 BK3195  DESIGNATION -  10F001
 BK3195  PID         -  BK3195
 BK3195  STATE/COUNTY-  LA/CALCASIEU
 BK3195  USGS QUAD   -  VINTON (1994)
 BK3195
 BK3195                         *CURRENT SURVEY CONTROL
 BK3195  ___________________________________________________________________
 BK3195* NAD 83(1992)-  30 10 34.16637(N)    093 35 13.81814(W)     ADJUSTED  
 BK3195* NAVD 88     -        10.6    (meters)      35.     (feet)  VERTCON   
 BK3195  ___________________________________________________________________
 BK3195  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BK3195  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK3195
 BK3195  HORZ ORDER  -  SECOND
 BK3195
 BK3195.The horizontal coordinates were established by classical geodetic methods
 BK3195.and adjusted by the National Geodetic Survey in January 1993..
 BK3195
 BK3195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3195
 BK3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3195
 BK3195.The geoid height was determined by GEOID03.
 BK3195
 BK3195;                    North         East     Units Scale Factor Converg.
 BK3195;SPC LA S     -   187,927.369   782,949.725   MT  0.99993040   -1 07 37.0
 BK3195;SPC LA S     -   616,558.38  2,568,727.56   sFT  0.99993040   -1 07 37.0
 BK3195;SPC TX C     - 3,076,176.868 1,349,351.189   MT  0.99998465   +3 28 28.8
 BK3195;SPC TX C     -10,092,423.61  4,426,996.36   sFT  0.99998465   +3 28 28.8
 BK3195;UTM  15      - 3,338,450.882   443,468.442   MT  0.99963943   -0 17 42.6
 BK3195
 BK3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3195!SPC LA S     -   1.00000265  x   0.99993040  =   0.99993305
 BK3195!SPC TX C     -   1.00000265  x   0.99998465  =   0.99998730
 BK3195!UTM  15      -   1.00000265  x   0.99963943  =   0.99964208
 BK3195
 BK3195:                Primary Azimuth Mark                     Grid Az
 BK3195:SPC LA S     -  10 F 002                                 063 21 39.6
 BK3195:SPC TX C     -  10 F 002                                 058 45 33.8
 BK3195:UTM  15      -  10 F 002                                 062 31 45.2
 BK3195
 BK3195|---------------------------------------------------------------------|
 BK3195| PID    Reference Object                     Distance      Geod. Az  |
 BK3195|                                                           dddmmss.s |
 BK3195| BK1841 10 F 002                            APPROX. 2.2 KM 0621402.6 |
 BK3195|---------------------------------------------------------------------|
 BK3195
 BK3195                          SUPERSEDED SURVEY CONTROL
 BK3195
 BK3195  NAD 83(1986)-  30 10 34.18262(N)    093 35 13.80739(W) AD(       ) 2
 BK3195  NAD 27      -  30 10 33.43670(N)    093 35 13.22814(W) AD(       ) 2
 BK3195  NGVD 29 (11/02/92)   10.5    (m)           34.     (f) VERT ANG       
 BK3195
 BK3195.Superseded values are not recommended for survey control.
 BK3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3195.See file dsdata.txt to determine how the superseded data were derived.
 BK3195
 BK3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4346838451(NAD 83)
 BK3195_MARKER: DD = SURVEY DISK
 BK3195_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BK3195+WITH SETTING: PAVEMENT
 BK3195_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3195
 BK3195  HISTORY     - Date     Condition        Report By
 BK3195  HISTORY     - 1967     MONUMENTED       LADH
 BK3195  HISTORY     - 1980     GOOD             LADTD
 BK3195  HISTORY     - 20021102 POOR             USPSQD
 BK3195  HISTORY     - 20041009 POOR             USPSQD
 BK3195
 BK3195                          STATION DESCRIPTION
 BK3195
 BK3195'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK3195'STATION IS SET IN THE SOUTHEAST CORNER OF THE WEST STREET
 BK3195'(GED OIL FIELD ROAD) INTERCHANGE AND OVERPASS ON I-10 IN
 BK3195'VINTON.  STATION IS MARKED BY A STANDARD BRONZE DISK, SET
 BK3195'IN THE ABUTMENT, 1.85 FEET WEST OF THE EAST CURB OF THE
 BK3195'OVERPASS.  STATION IS 5.8 FEET NORTHWEST OF A WITNESS POST
 BK3195'AND SIGN, AND 12.0 FEET EAST OF THE CENTERLINE OF THE ROADWAY.
 BK3195'
 BK3195'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK3195'STREET) IN VINTON, FOLLOW HORRIDGE STREET NORTH FOR 0.10
 BK3195'MILE TO THE INTERSECTION WITH U.S. HIGHWAY 90, THENCE WEST
 BK3195'ALONG U.S. HIGHWAY 90 FOR 0.4 MILE TO THE INTERSECTION WITH
 BK3195'WEST STREET (GED OIL FIELD ROAD), THENCE SOUTH ALONG SAID
 BK3195'ROAD 0.6 MILE TO STATION SET IN OVERPASS.
 BK3195'
 BK3195'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3195
 BK3195                          STATION RECOVERY (1980)
 BK3195
 BK3195'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BK3195'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AND AS DESCRIBED
 BK3195'IN 1967.
 BK3195
 BK3195                          STATION RECOVERY (2002)
 BK3195
 BK3195'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3195'MARK RECOVERED IN POOR CONDITION.
 BK3195
 BK3195                          STATION RECOVERY (2004)
 BK3195
 BK3195'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK3195'MARK IS MISSING, DEPRESSION IN CONCRETE AND HOLE FOR MOUNTING IT IS IN
 BK3195'THE CONCRETE ROADWAY AT THE DESCRIBED LOCATION.   WITNESS POST SIGN
 BK3195'BADLY MANGLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3196 ***********************************************************************
 BK3196  DESIGNATION -  10F004 LADH 1967
 BK3196  PID         -  BK3196
 BK3196  STATE/COUNTY-  LA/CALCASIEU
 BK3196  USGS QUAD   -  VINTON (1994)
 BK3196
 BK3196                         *CURRENT SURVEY CONTROL
 BK3196  ___________________________________________________________________
 BK3196* NAD 83(1992)-  30 11 27.34160(N)    093 32 13.71171(W)     ADJUSTED  
 BK3196* NAVD 88     -         4.9  **(meters)      16.   **(feet)  VERTCON   
 BK3196  **This station is located in a subsidence area (see below).
 BK3196  ___________________________________________________________________
 BK3196  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK3196  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK3196
 BK3196  HORZ ORDER  -  SECOND
 BK3196
 BK3196.The horizontal coordinates were established by classical geodetic methods
 BK3196.and adjusted by the National Geodetic Survey in January 1993..
 BK3196
 BK3196 ** The orthometric height has not been validated since last determined
 BK3196 ** by differential leveling and should not be used for control purposes.
 BK3196 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3196 ** area with valid NAVD 88 orthometric heights.
 BK3196 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3196 ** epoch indicated which incorporates improved geoid heights for the
 BK3196 ** Southern Louisiana Subsidence area.
 BK3196 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3196
 BK3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3196
 BK3196.The geoid height was determined by GEOID03.
 BK3196
 BK3196;                    North         East     Units Scale Factor Converg.
 BK3196;SPC LA S     -   189,470.675   787,798.584   MT  0.99993122   -1 06 07.0
 BK3196;SPC LA S     -   621,621.71  2,584,635.85   sFT  0.99993122   -1 06 07.0
 BK3196;UTM  15      - 3,340,063.942   448,292.963   MT  0.99963298   -0 16 12.5
 BK3196
 BK3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3196!SPC LA S     -   1.00000353  x   0.99993122  =   0.99993475
 BK3196!UTM  15      -   1.00000353  x   0.99963298  =   0.99963651
 BK3196
 BK3196:                Primary Azimuth Mark                     Grid Az
 BK3196:SPC LA S     -  10F005 LADH 1967                         078 40 14.7
 BK3196:UTM  15      -  10F005 LADH 1967                         077 50 20.2
 BK3196
 BK3196|---------------------------------------------------------------------|
 BK3196| PID    Reference Object                     Distance      Geod. Az  |
 BK3196|                                                           dddmmss.s |
 BK3196| BK3192 10F005 LADH 1967                    APPROX. 1.5 KM 0773407.7 |
 BK3196|---------------------------------------------------------------------|
 BK3196
 BK3196                          SUPERSEDED SURVEY CONTROL
 BK3196
 BK3196  NAD 83(1986)-  30 11 27.35879(N)    093 32 13.70073(W) AD(       ) 2
 BK3196  NAD 27      -  30 11 26.61488(N)    093 32 13.12641(W) AD(       ) 2
 BK3196  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 BK3196
 BK3196.Superseded values are not recommended for survey control.
 BK3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3196.See file dsdata.txt to determine how the superseded data were derived.
 BK3196
 BK3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4829340064(NAD 83)
 BK3196_MARKER: DD = SURVEY DISK
 BK3196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3196+STABILITY: SURFACE MOTION
 BK3196
 BK3196  HISTORY     - Date     Condition        Report By
 BK3196  HISTORY     - 1967     MONUMENTED       LADH
 BK3196  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK3196  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3196
 BK3196                          STATION DESCRIPTION
 BK3196
 BK3196'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK3196'THIS STATION IS LOCATED EAST ALONG INTERSTATE 10, 1.69 MILES
 BK3196'FROM THE LA. HWY. 108 INTERCHANGE ON I-10 IN VINTON.  THE
 BK3196'STATION IS SET SOUTH OF I-10 IN SHOULDER OVER CROSS DRAIN
 BK3196'UNDER I-10.  STATION IS 1.00 FEET NORTH OF A METAL WITNESS
 BK3196'POST AND SIGN, 5.60 FEET NORTH OF THE HEADWALL ON CROSS
 BK3196'DRAIN, 24.40 FEET NORTH OF THE EAST-WEST RIGHT OF WAY FENCE
 BK3196'ON SOUTH SIDE OF I-10, 134.0 FEET NORTHEAST OF A LONE 40-INCH
 BK3196'PECAN TREE, 93.00 FEET NORTHEAST OF AN ORANGE TREE, AND 24.00
 BK3196'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE ON I-10.
 BK3196'
 BK3196'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK3196'CONCRETE POST, EVEN WITH THE SURFACE OF THE GROUND.  STATION
 BK3196'IS STAMPED 10F004.
 BK3196'
 BK3196'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK3196'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE
 BK3196'TO THE INTERSECTION WITH LA. HWY. 108 AND U.S. HWY. 90, THENCE EAST
 BK3196'ALONG LA. HWY. 108 FOR 0.65 MILE TO A CURVE LEADING SOUTH, THENCE
 BK3196'ALONG SAME HIGHWAY SOUTH FOR 0.3 MILE TO THE INTERCHANGE ON I-10,
 BK3196'THENCE EAST ALONG I-10 FOR 1.69 MILES TO STATION SET SOUTH
 BK3196'OF HIGHWAY.
 BK3196'
 BK3196'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3196
 BK3196                          STATION RECOVERY (1996)
 BK3196
 BK3196'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3196'MARK NOT FOUND.
 BK3196
 BK3196                          STATION RECOVERY (2002)
 BK3196
 BK3196'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3192 ***********************************************************************
 BK3192  DESIGNATION -  10F005 LADH 1967
 BK3192  PID         -  BK3192
 BK3192  STATE/COUNTY-  LA/CALCASIEU
 BK3192  USGS QUAD   -  VINTON (1994)
 BK3192
 BK3192                         *CURRENT SURVEY CONTROL
 BK3192  ___________________________________________________________________
 BK3192* NAD 83(1992)-  30 11 37.99063(N)    093 31 18.08250(W)     ADJUSTED  
 BK3192* NAVD 88     -         5.1  **(meters)      17.   **(feet)  VERTCON   
 BK3192  **This station is located in a subsidence area (see below).
 BK3192  ___________________________________________________________________
 BK3192  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BK3192  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK3192
 BK3192  HORZ ORDER  -  SECOND
 BK3192
 BK3192.The horizontal coordinates were established by classical geodetic methods
 BK3192.and adjusted by the National Geodetic Survey in January 1993..
 BK3192
 BK3192 ** The orthometric height has not been validated since last determined
 BK3192 ** by differential leveling and should not be used for control purposes.
 BK3192 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3192 ** area with valid NAVD 88 orthometric heights.
 BK3192 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3192 ** epoch indicated which incorporates improved geoid heights for the
 BK3192 ** Southern Louisiana Subsidence area.
 BK3192 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3192
 BK3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3192
 BK3192.The geoid height was determined by GEOID03.
 BK3192
 BK3192;                    North         East     Units Scale Factor Converg.
 BK3192;SPC LA S     -   189,769.996   789,292.567   MT  0.99993140   -1 05 39.1
 BK3192;SPC LA S     -   622,603.73  2,589,537.36   sFT  0.99993140   -1 05 39.1
 BK3192;UTM  15      - 3,340,384.823   449,781.998   MT  0.99963111   -0 15 44.6
 BK3192
 BK3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3192!SPC LA S     -   1.00000350  x   0.99993140  =   0.99993490
 BK3192!UTM  15      -   1.00000350  x   0.99963111  =   0.99963461
 BK3192
 BK3192:                Primary Azimuth Mark                     Grid Az
 BK3192:SPC LA S     -  10F004 LADH 1967                         258 40 14.8
 BK3192:UTM  15      -  10F004 LADH 1967                         257 50 20.3
 BK3192
 BK3192|---------------------------------------------------------------------|
 BK3192| PID    Reference Object                     Distance      Geod. Az  |
 BK3192|                                                           dddmmss.s |
 BK3192| BK3196 10F004 LADH 1967                    APPROX. 1.5 KM 2573435.7 |
 BK3192|---------------------------------------------------------------------|
 BK3192
 BK3192                          SUPERSEDED SURVEY CONTROL
 BK3192
 BK3192  NAD 83(1986)-  30 11 38.00802(N)    093 31 18.07163(W) AD(       ) 2
 BK3192  NAD 27      -  30 11 37.26456(N)    093 31 17.49914(W) AD(       ) 2
 BK3192  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 BK3192
 BK3192.Superseded values are not recommended for survey control.
 BK3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3192.See file dsdata.txt to determine how the superseded data were derived.
 BK3192
 BK3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4978240385(NAD 83)
 BK3192_MARKER: DD = SURVEY DISK
 BK3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3192+STABILITY: SURFACE MOTION
 BK3192
 BK3192  HISTORY     - Date     Condition        Report By
 BK3192  HISTORY     - 1967     MONUMENTED       LADH
 BK3192  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK3192  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3192
 BK3192                          STATION DESCRIPTION
 BK3192
 BK3192'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK3192'THIS STATION IS LOCATED EAST ALONG I-10, 2.54 MILES FROM
 BK3192'THE LA. HWY. 108 INTERCHANGE ON I-10 IN VINTON.  THE STATION
 BK3192'IS SET SOUTH OF I-10 IN THE SHOULDER NEAR A CROSS-DRAIN.
 BK3192'STATION IS 1.20 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 BK3192'6.60 FEET NORTH OF THE CENTER OF THE HEADWALL ON THE CROSS-DRAIN,
 BK3192'24.50 FEET NORTH OF THE EAST-WEST RIGHT OF WAY FENCE ON SOUTH
 BK3192'SIDE OF I-10, 48.00 FEET NORTHEAST OF THE HEADWALL ON A RICE
 BK3192'CANAL DRAIN AND 24.00 FEET SOUTH OF THE CENTERLINE OF THE
 BK3192'EAST BOUND LANE ON I-10.
 BK3192'
 BK3192'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK3192'CONCRETE POST EVEN WITH THE SURFACE OF THE GROUND.  STATION
 BK3192'IS STAMPED 10F005.
 BK3192'
 BK3192'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK3192'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE
 BK3192'TO THE INTERSECTION WITH LA. HWY. 108 AND U.S. HWY. 90,
 BK3192'THENCE EAST ALONG LA. HWY. 108 FOR 0.65 MILE TO CURVE LEADING
 BK3192'SOUTH, THENCE SOUTH FOR 0.3 MILE TO THE INTERCHANGE ON I-10,
 BK3192'THENCE EAST ALONG INTERSTATE 10 FOR 2.54 MILES TO STATION
 BK3192'SET SOUTH OF HIGHWAY.
 BK3192'
 BK3192'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3192
 BK3192                          STATION RECOVERY (1996)
 BK3192
 BK3192'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3192'MARK NOT FOUND.
 BK3192
 BK3192                          STATION RECOVERY (2002)
 BK3192
 BK3192'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3198 ***********************************************************************
 BK3198  DESIGNATION -  10F006 LADH 1967
 BK3198  PID         -  BK3198
 BK3198  STATE/COUNTY-  LA/CALCASIEU
 BK3198  USGS QUAD   -  VINTON (1994)
 BK3198
 BK3198                         *CURRENT SURVEY CONTROL
 BK3198  ___________________________________________________________________
 BK3198* NAD 83(1992)-  30 11 16.34134(N)    093 33 09.96467(W)     ADJUSTED  
 BK3198* NAVD 88     -         5.8  **(meters)      19.   **(feet)  VERTCON   
 BK3198  **This station is located in a subsidence area (see below).
 BK3198  ___________________________________________________________________
 BK3198  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK3198  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK3198
 BK3198  HORZ ORDER  -  SECOND
 BK3198
 BK3198.The horizontal coordinates were established by classical geodetic methods
 BK3198.and adjusted by the National Geodetic Survey in January 1993..
 BK3198
 BK3198 ** The orthometric height has not been validated since last determined
 BK3198 ** by differential leveling and should not be used for control purposes.
 BK3198 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3198 ** area with valid NAVD 88 orthometric heights.
 BK3198 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3198 ** epoch indicated which incorporates improved geoid heights for the
 BK3198 ** Southern Louisiana Subsidence area.
 BK3198 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3198
 BK3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3198
 BK3198.The geoid height was determined by GEOID03.
 BK3198
 BK3198;                    North         East     Units Scale Factor Converg.
 BK3198;SPC LA S     -   189,161.068   786,287.624   MT  0.99993105   -1 06 35.1
 BK3198;SPC LA S     -   620,605.94  2,579,678.65   sFT  0.99993105   -1 06 35.1
 BK3198;UTM  15      - 3,339,732.531   446,787.106   MT  0.99963493   -0 16 40.7
 BK3198
 BK3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3198!SPC LA S     -   1.00000339  x   0.99993105  =   0.99993444
 BK3198!UTM  15      -   1.00000339  x   0.99963493  =   0.99963832
 BK3198
 BK3198:                Primary Azimuth Mark                     Grid Az
 BK3198:SPC LA S     -  10 F 002                                 259 13 04.9
 BK3198:UTM  15      -  10 F 002                                 258 23 10.5
 BK3198
 BK3198|---------------------------------------------------------------------|
 BK3198| PID    Reference Object                     Distance      Geod. Az  |
 BK3198|                                                           dddmmss.s |
 BK3198| BK1841 10 F 002                            APPROX. 1.4 KM 2580629.8 |
 BK3198|---------------------------------------------------------------------|
 BK3198
 BK3198                          SUPERSEDED SURVEY CONTROL
 BK3198
 BK3198  NAD 83(1986)-  30 11 16.35833(N)    093 33 09.95357(W) AD(       ) 2
 BK3198  NAD 27      -  30 11 15.61424(N)    093 33 09.37747(W) AD(       ) 2
 BK3198  NGVD 29 (07/19/86)    5.8    (m)           19.     (f) VERT ANG       
 BK3198
 BK3198.Superseded values are not recommended for survey control.
 BK3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3198.See file dsdata.txt to determine how the superseded data were derived.
 BK3198
 BK3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4678739733(NAD 83)
 BK3198_MARKER: DD = SURVEY DISK
 BK3198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3198+STABILITY: SURFACE MOTION
 BK3198
 BK3198  HISTORY     - Date     Condition        Report By
 BK3198  HISTORY     - 1967     MONUMENTED       LADH
 BK3198  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK3198  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3198
 BK3198                          STATION DESCRIPTION
 BK3198
 BK3198'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BK3198'THIS STATION IS LOCATED EAST ALONG INTERSTATE 10, 0.81 MILE
 BK3198'FROM THE LA. HWY. 108 INTERCHANGE IN VINTON.  THE STATION
 BK3198'IS SET SOUTH OF I-10 NEAR THE FENCE.  STATION IS 0.35 MILE
 BK3198'EAST OF THE COON GULLY BRIDGE ON I-10, 1.40 FEET SOUTH OF
 BK3198'A METAL WITNESS POST AND SIGN, 1.90 FEET NORTH OF THE RIGHT
 BK3198'OF WAY FENCE, 21.30 FEET NORTHEAST OF A HEADWALL ON A RICE
 BK3198'CANAL DRAIN, AND 47 FEET SOUTH OF THE CENTERLINE OF THE
 BK3198'EAST BOUND LANE OF I-10.
 BK3198'
 BK3198'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK3198'CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK3198'OF THE GROUND.  STATION IS STAMPED 10F003.
 BK3198'
 BK3198'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK3198'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE
 BK3198'TO THE INTERSECTION WITH U.S. HWY. 90 AND LA. HWY. 108,
 BK3198'THENCE EAST ALONG LA. HWY. 108 FOR 0.6 MILE TO CURVE LEADING
 BK3198'SOUTH, THENCE SOUTH FOR 0.3 MILE TO THE INTERCHANGE ON I-10,
 BK3198'THENCE EAST ALONG I-10 FOR 0.81 MILE TO STATION SOUTH OF
 BK3198'HIGHWAY.
 BK3198'
 BK3198'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3198
 BK3198                          STATION RECOVERY (1996)
 BK3198
 BK3198'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3198'MARK NOT FOUND.
 BK3198
 BK3198                          STATION RECOVERY (2002)
 BK3198
 BK3198'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4091 ***********************************************************************
 BJ4091  DESIGNATION -  11 87
 BJ4091  PID         -  BJ4091
 BJ4091  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4091  USGS QUAD   -  ST GABRIEL (1995)
 BJ4091
 BJ4091                         *CURRENT SURVEY CONTROL
 BJ4091  ___________________________________________________________________
 BJ4091* NAD 83(1986)-  30 20 46.     (N)    091 04 56.     (W)     SCALED    
 BJ4091* NAVD 88     -         4.071  (meters)      13.36   (feet)  ADJUSTED  
 BJ4091  ___________________________________________________________________
 BJ4091  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ4091  DYNAMIC HT  -           4.066 (meters)      13.34  (feet)  COMP
 BJ4091  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 BJ4091
 BJ4091  VERT ORDER  -  SECOND    CLASS II
 BJ4091
 BJ4091.The horizontal coordinates were scaled from a topographic map and have
 BJ4091.an estimated accuracy of +/- 6 seconds.
 BJ4091
 BJ4091.The orthometric height was determined by differential leveling
 BJ4091.and adjusted by the National Geodetic Survey in February 1994..
 BJ4091
 BJ4091.The geoid height was determined by GEOID03.
 BJ4091
 BJ4091.The dynamic height is computed by dividing the NAVD 88
 BJ4091.geopotential number by the normal gravity value computed on the
 BJ4091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4091.degrees latitude (g = 980.6199 gals.).
 BJ4091
 BJ4091.The modeled gravity was interpolated from observed gravity values.
 BJ4091
 BJ4091;                    North         East    Units  Estimated Accuracy
 BJ4091;SPC LA S     -   204,660.    1,024,140.      MT  (+/- 180 meters Scaled)
 BJ4091
 BJ4091                          SUPERSEDED SURVEY CONTROL
 BJ4091
 BJ4091.No superseded survey control is available for this station.
 BJ4091
 BJ4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP843586(NAD 83)
 BJ4091_MARKER: DB = BENCH MARK DISK
 BJ4091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4091_SP_SET: CONCRETE POST
 BJ4091_STAMPING: 11-87 1987
 BJ4091_MARK LOGO: LA-033
 BJ4091_PROJECTION: FLUSH
 BJ4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4091+STABILITY: SURFACE MOTION
 BJ4091
 BJ4091  HISTORY     - Date     Condition        Report By
 BJ4091  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4091
 BJ4091                          STATION DESCRIPTION
 BJ4091
 BJ4091'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4091'IN BATON ROUGE.
 BJ4091'LOCATED SOUTH OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ4091'HIGHLAND ROAD AND BURBANK DRIVE, 0.24 KM (0.15 MI) EAST OF THE
 BJ4091'INTERSECTION AND ON THE SOUTH SIDE OF HIGHLAND ROAD, 6.7 METERS (22
 BJ4091'FT) SOUTH OF THE CENTERLINE OF HIGHLAND ROAD, 6.4 METERS (21 FT)
 BJ4091'NORTHWEST OF THE NORTH END OF A 16-INCH PIPE, AND 2.0 METERS (6.5 FT)
 BJ4091'WEST OF THE WEST END OF A HEADWALL.
 BJ4091'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ4091'THE MARK IS 0.31 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2629 ***********************************************************************
 BJ2629  DESIGNATION -  11 A BOLT
 BJ2629  PID         -  BJ2629
 BJ2629  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2629  USGS QUAD   -  LACOUR (1994)
 BJ2629
 BJ2629                         *CURRENT SURVEY CONTROL
 BJ2629  ___________________________________________________________________
 BJ2629* NAD 83(1986)-  30 47 57.     (N)    091 34 18.     (W)     SCALED    
 BJ2629* NAVD 88     -        11.28   (+/-2cm)      37.0    (feet)  VERTCON   
 BJ2629  ___________________________________________________________________
 BJ2629  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ2629
 BJ2629  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2629
 BJ2629.The horizontal coordinates were scaled from a topographic map and have
 BJ2629.an estimated accuracy of +/- 6 seconds.
 BJ2629
 BJ2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2629.The vertical order pertains to the NGVD 29 superseded value.
 BJ2629
 BJ2629.The geoid height was determined by GEOID03.
 BJ2629
 BJ2629;                    North         East    Units  Estimated Accuracy
 BJ2629;SPC LA S     -   254,880.      977,190.      MT  (+/- 180 meters Scaled)
 BJ2629
 BJ2629                          SUPERSEDED SURVEY CONTROL
 BJ2629
 BJ2629  NGVD 29 (??/??/??)   11.272  (m)           36.98   (f) ADJUSTED    1 2
 BJ2629
 BJ2629.Superseded values are not recommended for survey control.
 BJ2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2629.See file dsdata.txt to determine how the superseded data were derived.
 BJ2629
 BJ2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ366082(NAD 83)
 BJ2629_MARKER: B = BOLT
 BJ2629_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2629_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2629_STAMPING: PBM 11 A
 BJ2629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2629
 BJ2629  HISTORY     - Date     Condition        Report By
 BJ2629  HISTORY     - UNK      MONUMENTED       DOD
 BJ2629  HISTORY     - 1964     GOOD             CGS
 BJ2629
 BJ2629                          STATION DESCRIPTION
 BJ2629
 BJ2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2629'3.4 MI SE FROM LACOUR.
 BJ2629'ABOUT 3.4 MILES SOUTHEAST ALONG A GRAVELED ROAD WHICH PARALLELS A
 BJ2629'LEVEE FROM THE GENERAL STORE AT LACOUR, ABOUT 0.1 MILE WEST OF THE
 BJ2629'ROAD AND THE LEVEE, IN AN OPEN FIELD, AT A SHARP CURVE IN THE ROAD AND
 BJ2629'THE LEVEE, 1.6 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL
 BJ2629'WITH THE ROAD, A COPPER BOLT SET IN CONCRETE ABOUT 3 FEET BELOW THE
 BJ2629'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BJ2629'BEARING A CAP WHICH PROJECTS 1 FOOT. NOTE-- THE PIPE WAS CLEANED OUT
 BJ2629'AND STRAIGHTENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2630 ***********************************************************************
 BJ2630  DESIGNATION -  11 A CAP
 BJ2630  PID         -  BJ2630
 BJ2630  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2630  USGS QUAD   -  LACOUR (1994)
 BJ2630
 BJ2630                         *CURRENT SURVEY CONTROL
 BJ2630  ___________________________________________________________________
 BJ2630* NAD 83(1986)-  30 47 58.     (N)    091 34 19.     (W)     SCALED    
 BJ2630* NAVD 88     -        12.519  (meters)      41.07   (feet)  ADJUSTED  
 BJ2630  ___________________________________________________________________
 BJ2630  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ2630  DYNAMIC HT  -          12.503 (meters)      41.02  (feet)  COMP
 BJ2630  MODELED GRAV-     979,369.5   (mgal)                       NAVD 88
 BJ2630
 BJ2630  VERT ORDER  -  FIRST     CLASS I
 BJ2630
 BJ2630.The horizontal coordinates were scaled from a topographic map and have
 BJ2630.an estimated accuracy of +/- 6 seconds.
 BJ2630
 BJ2630.The orthometric height was determined by differential leveling
 BJ2630.and adjusted by the National Geodetic Survey in February 1994..
 BJ2630
 BJ2630.The geoid height was determined by GEOID03.
 BJ2630
 BJ2630.The dynamic height is computed by dividing the NAVD 88
 BJ2630.geopotential number by the normal gravity value computed on the
 BJ2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2630.degrees latitude (g = 980.6199 gals.).
 BJ2630
 BJ2630.The modeled gravity was interpolated from observed gravity values.
 BJ2630
 BJ2630;                    North         East    Units  Estimated Accuracy
 BJ2630;SPC LA S     -   254,910.      977,160.      MT  (+/- 180 meters Scaled)
 BJ2630
 BJ2630                          SUPERSEDED SURVEY CONTROL
 BJ2630
 BJ2630  NAVD 88 (06/15/91)   12.552  (m)           41.18   (f) UNKNOWN     1 1
 BJ2630  NGVD 29 (??/??/??)   12.508  (m)           41.04   (f) ADJUSTED    1 1
 BJ2630
 BJ2630.Superseded values are not recommended for survey control.
 BJ2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2630.See file dsdata.txt to determine how the superseded data were derived.
 BJ2630
 BJ2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ366082(NAD 83)
 BJ2630_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2630_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2630_STAMPING: PBM 11 A
 BJ2630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2630
 BJ2630  HISTORY     - Date     Condition        Report By
 BJ2630  HISTORY     - UNK      MONUMENTED       DOD
 BJ2630  HISTORY     - 1964     GOOD             CGS
 BJ2630  HISTORY     - 1976     GOOD             NGS
 BJ2630
 BJ2630                          STATION DESCRIPTION
 BJ2630
 BJ2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2630'3.4 MI SE FROM LACOUR.
 BJ2630'ABOUT 3.4 MILES SOUTHEAST ALONG A GRAVELED ROAD WHICH PARALLELS A
 BJ2630'LEVEE FROM THE GENERAL STORE AT LACOUR, ABOUT 0.1 MILE WEST OF THE
 BJ2630'ROAD AND THE LEVEE, IN AN OPEN FIELD, AT A SHARP CURVE IN THE ROAD AND
 BJ2630'THE LEVEE, 1.6 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL
 BJ2630'WITH THE ROAD, A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 FOOT.
 BJ2630'NOTE-- THE PIPE WAS CLEANED OUT AND STRAIGHTENED.
 BJ2630
 BJ2630                          STATION RECOVERY (1976)
 BJ2630
 BJ2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ2630'1.0 MILES SOUTH ALONG STATE HIGHWAY 419 FROM THE GENERAL STORE AT
 BJ2630'LACOUR, THENCE 2.4 MILES SOUTHEAST ALONG THE SOUTHEAST LEVEE OF THE
 BJ2630'MORGANZA FLOODWAY, AT THE JUNCTION OF A DIRT ROAD LEADING EAST TO
 BJ2630'KELLERS SLOUGH, ON THE INSIDE OF A SHARP CURVE AND IN AN OPEN FIELD,
 BJ2630'354 FT WEST OF THE CENTER LINE OF THE ROAD, 24 FT NORTHEAST OF THE
 BJ2630'NORTHEAST EDGE OF A PLOWED FIELD, A 4 INCH IRON PIPE AND CAP ENCASED
 BJ2630'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0582 ***********************************************************************
 BJ0582  DESIGNATION -  11 ABLD
 BJ0582  PID         -  BJ0582
 BJ0582  STATE/COUNTY-  LA/IBERVILLE
 BJ0582  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0582
 BJ0582                         *CURRENT SURVEY CONTROL
 BJ0582  ___________________________________________________________________
 BJ0582* NAD 83(1986)-  30 16 37.     (N)    091 12 41.     (W)     SCALED    
 BJ0582* NAVD 88     -        13.324  (meters)      43.71   (feet)  ADJUSTED  
 BJ0582  ___________________________________________________________________
 BJ0582  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0582  DYNAMIC HT  -          13.307 (meters)      43.66  (feet)  COMP
 BJ0582  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 BJ0582
 BJ0582  VERT ORDER  -  FIRST     CLASS I
 BJ0582
 BJ0582.The horizontal coordinates were scaled from a topographic map and have
 BJ0582.an estimated accuracy of +/- 6 seconds.
 BJ0582
 BJ0582.The orthometric height was determined by differential leveling
 BJ0582.and adjusted by the National Geodetic Survey in February 1994..
 BJ0582
 BJ0582.The geoid height was determined by GEOID03.
 BJ0582
 BJ0582.The dynamic height is computed by dividing the NAVD 88
 BJ0582.geopotential number by the normal gravity value computed on the
 BJ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0582.degrees latitude (g = 980.6199 gals.).
 BJ0582
 BJ0582.The modeled gravity was interpolated from observed gravity values.
 BJ0582
 BJ0582;                    North         East    Units  Estimated Accuracy
 BJ0582;SPC LA S     -   196,970.    1,011,730.      MT  (+/- 180 meters Scaled)
 BJ0582
 BJ0582                          SUPERSEDED SURVEY CONTROL
 BJ0582
 BJ0582  NGVD 29 (??/??/??)   13.335  (m)           43.75   (f) ADJUSTED    1 1
 BJ0582
 BJ0582.Superseded values are not recommended for survey control.
 BJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0582.See file dsdata.txt to determine how the superseded data were derived.
 BJ0582
 BJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP720508(NAD 83)
 BJ0582_MARKER: Z = SEE DESCRIPTION
 BJ0582_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0582_SP_SET: 130 FT. IRON PIPE
 BJ0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0582
 BJ0582  HISTORY     - Date     Condition        Report By
 BJ0582  HISTORY     - UNK      MONUMENTED       USE
 BJ0582  HISTORY     - 1976     GOOD             NGS
 BJ0582
 BJ0582                          STATION DESCRIPTION
 BJ0582
 BJ0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0582'1.0 MI SE FROM PLAQUEMINE.
 BJ0582'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0582'HIGHWAY 75, AT THE JUNCTION OF HYNES DRIVE, 114 FT. NORTHEAST OF THE
 BJ0582'CENTER LINE OF THE HIGHWAY, 8 FT. SOUTHWEST OF THE CENTER LINE OF THE
 BJ0582'WEST LEVEE ROAD OF THE MISSISSIPPI RIVER, 81.7 FT. NORTHEAST OF A
 BJ0582'FENCE, 13.2 FT. NORTHWEST OF THE EXTENDED CENTER LINE OF THE DRIVE,
 BJ0582'A 1-INCH IRON PIPE WITH A CAP DRIVEN TO A DEPTH OF 130 FT. ENCASED IN
 BJ0582'A 2-INCH IRON PIPE BORED TO A DEPTH OF 112 FT. WITH A 3-INCH SCREW CAP
 BJ0582'FOR ACCESS.  THE SCREW CAP IS ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0053 ***********************************************************************
 BJ0053  DESIGNATION -  11 ABLDAPA
 BJ0053  PID         -  BJ0053
 BJ0053  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0053  USGS QUAD   -  MORGANZA (1994)
 BJ0053
 BJ0053                         *CURRENT SURVEY CONTROL
 BJ0053  ___________________________________________________________________
 BJ0053* NAD 83(1986)-  30 43 47.     (N)    091 31 39.     (W)     SCALED    
 BJ0053* NAVD 88     -        10.565  (meters)      34.66   (feet)  ADJUSTED  
 BJ0053  ___________________________________________________________________
 BJ0053  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0053  DYNAMIC HT  -          10.551 (meters)      34.62  (feet)  COMP
 BJ0053  MODELED GRAV-     979,363.7   (mgal)                       NAVD 88
 BJ0053
 BJ0053  VERT ORDER  -  FIRST     CLASS I
 BJ0053
 BJ0053.The horizontal coordinates were scaled from a topographic map and have
 BJ0053.an estimated accuracy of +/- 6 seconds.
 BJ0053
 BJ0053.The orthometric height was determined by differential leveling
 BJ0053.and adjusted by the National Geodetic Survey in February 1994..
 BJ0053
 BJ0053.The geoid height was determined by GEOID03.
 BJ0053
 BJ0053.The dynamic height is computed by dividing the NAVD 88
 BJ0053.geopotential number by the normal gravity value computed on the
 BJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0053.degrees latitude (g = 980.6199 gals.).
 BJ0053
 BJ0053.The modeled gravity was interpolated from observed gravity values.
 BJ0053
 BJ0053;                    North         East    Units  Estimated Accuracy
 BJ0053;SPC LA S     -   247,170.      981,400.      MT  (+/- 180 meters Scaled)
 BJ0053
 BJ0053                          SUPERSEDED SURVEY CONTROL
 BJ0053
 BJ0053  NAVD 88 (06/15/91)   10.597  (m)           34.77   (f) UNKNOWN     1 1
 BJ0053  NGVD 29 (??/??/??)   10.553  (m)           34.62   (f) ADJUSTED    1 1
 BJ0053
 BJ0053.Superseded values are not recommended for survey control.
 BJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0053.See file dsdata.txt to determine how the superseded data were derived.
 BJ0053
 BJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ409005(NAD 83)
 BJ0053_MARKER: Z = SEE DESCRIPTION
 BJ0053_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0053_SP_SET: 109 FT IRON PIPE
 BJ0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0053
 BJ0053  HISTORY     - Date     Condition        Report By
 BJ0053  HISTORY     - 1975     MONUMENTED       USE
 BJ0053  HISTORY     - 1976     GOOD             NGS
 BJ0053
 BJ0053                          STATION DESCRIPTION
 BJ0053
 BJ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0053'5.2 MI EAST FROM MORGANZA.
 BJ0053'3.8 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 10 FROM THE CITY HALL,
 BJ0053'THENCE 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 420, 0.15 MILE SOUTH
 BJ0053'WEST OF THE SIXTH WARD CHURCH, 106 FT NORTHEAST OF THE NORTHWEST END
 BJ0053'OF A 24-INCH CONCRETE PIPE CULVERT, 45 FT NORTHWEST OF THE CENTER LINE
 BJ0053'OF THE HIGHWAY, 5 FT NORTHWEST OF A FENCE, A IRON PIPE AND CAP DRIVEN
 BJ0053'TO A DEPTH OF 109 FT ENCASED IN A 2-INCH IRON PIPE THAT IS BORED
 BJ0053'TO A DEPTH OF 76 FT WITH A 3-INCH SCREW CAP FOR ACCESS, CAP IS 1-INCH
 BJ0053'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2082 ***********************************************************************
 BJ2082  DESIGNATION -  11 C
 BJ2082  PID         -  BJ2082
 BJ2082  STATE/COUNTY-  LA/ST MARTIN
 BJ2082  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2082
 BJ2082                         *CURRENT SURVEY CONTROL
 BJ2082  ___________________________________________________________________
 BJ2082* NAD 83(1986)-  30 02 48.     (N)    091 29 12.     (W)     SCALED    
 BJ2082* NAVD 88     -         2.75   (+/-2cm)       9.0    (feet)  VERTCON   
 BJ2082  ___________________________________________________________________
 BJ2082  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BJ2082
 BJ2082  VERT ORDER  -  ? (See Below)
 BJ2082
 BJ2082.The horizontal coordinates were scaled from a topographic map and have
 BJ2082.an estimated accuracy of +/- 6 seconds.
 BJ2082
 BJ2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2082.The vertical order pertains to the NGVD 29 superseded value.
 BJ2082
 BJ2082.The geoid height was determined by GEOID03.
 BJ2082
 BJ2082;                    North         East    Units  Estimated Accuracy
 BJ2082;SPC LA S     -   171,450.      985,210.      MT  (+/- 180 meters Scaled)
 BJ2082
 BJ2082                          SUPERSEDED SURVEY CONTROL
 BJ2082
 BJ2082  NGVD 29 (??/??/??)    2.782  (m)            9.13   (f) ADJUSTED    ?  
 BJ2082
 BJ2082.Superseded values are not recommended for survey control.
 BJ2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2082.See file dsdata.txt to determine how the superseded data were derived.
 BJ2082
 BJ2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP458249(NAD 83)
 BJ2082_MARKER: S = SPIKE
 BJ2082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2082_SP_SET: TREE
 BJ2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2082
 BJ2082  HISTORY     - Date     Condition        Report By
 BJ2082  HISTORY     - UNK      MONUMENTED       DOD
 BJ2082  HISTORY     - 1936     GOOD             DOD
 BJ2082
 BJ2082                          STATION DESCRIPTION
 BJ2082
 BJ2082'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2082'7.3 MI SE FROM BAYOU CHENE.
 BJ2082'ABOUT 7.3 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2082'MARTIN PARISH, ON THE EAST BANK OF CHICOT PASS, ABOUT 1-3/4 MILES
 BJ2082'SOUTH OF THE NICK BURNS RESIDENCE, IN SEC. 6, T. 11 S., R. 10 E.,
 BJ2082'ABOUT 3,000 FEET ABOVE LULA CHUTE, ABOUT 1,100 FEET BELOW THE SAND BAR
 BJ2082'IN THE PASS, ABOUT 50 FEET EAST OF A CHUTE BETWEEN THE SAND BAR AND
 BJ2082'THE MAINLAND, ON THE EAST SHOULDER OF A SMALL DYKE ALONG THE BANK OF
 BJ2082'THE PASS, AT STATION 290+00 OF CHICOT PASS CHANNEL BASE LINE, IN THE
 BJ2082'WEST SIDE OF A BLAZED 10-INCH COTTONWOOD TREE, AND ABOUT 2.4 FEET
 BJ2082'HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2110 ***********************************************************************
 CP2110  DESIGNATION -  11 V 1
 CP2110  PID         -  CP2110
 CP2110  STATE/COUNTY-  LA/CALDWELL
 CP2110  USGS QUAD   -  GILLEYVILLE (1982)
 CP2110
 CP2110                         *CURRENT SURVEY CONTROL
 CP2110  ___________________________________________________________________
 CP2110* NAD 83(1986)-  32 15 57.     (N)    091 59 38.     (W)     SCALED    
 CP2110* NAVD 88     -        19.73   (+/-2cm)      64.7    (feet)  VERTCON   
 CP2110  ___________________________________________________________________
 CP2110  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP2110
 CP2110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2110
 CP2110.The horizontal coordinates were scaled from a topographic map and have
 CP2110.an estimated accuracy of +/- 6 seconds.
 CP2110
 CP2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2110.The vertical order pertains to the NGVD 29 superseded value.
 CP2110
 CP2110.The geoid height was determined by GEOID03.
 CP2110
 CP2110;                    North         East    Units  Estimated Accuracy
 CP2110;SPC LA N     -   195,900.    1,047,680.      MT  (+/- 180 meters Scaled)
 CP2110
 CP2110                          SUPERSEDED SURVEY CONTROL
 CP2110
 CP2110  NGVD 29 (??/??/92)   19.761  (m)           64.83   (f) ADJ UNCH    2 0
 CP2110
 CP2110.Superseded values are not recommended for survey control.
 CP2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2110.See file dsdata.txt to determine how the superseded data were derived.
 CP2110
 CP2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR947703(NAD 83)
 CP2110_MARKER: DB = BENCH MARK DISK
 CP2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2110_STAMPING: 11V1 1970
 CP2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2110+STABILITY: SURFACE MOTION
 CP2110
 CP2110  HISTORY     - Date     Condition        Report By
 CP2110  HISTORY     - 1970     MONUMENTED       LADH
 CP2110
 CP2110                          STATION DESCRIPTION
 CP2110
 CP2110'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2110'14.15 MI NE FROM COLUMBIA.
 CP2110'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM COLUMBIA
 CP2110'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CP2110'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 12.85
 CP2110'MILES TO THE MARK.  IT IS 74.0 FEET EAST OF THE CENTERLINE OF
 CP2110'LOUISIANA HIGHWAY 133, 45.0 FEET NORTHEAST OF A FENCE CORNER, 1.0 FOOT
 CP2110'SOUTH OF A FENCE, 32 FEET NORTHEAST OF A 16 INCH ELM TREE, IN LANE
 CP2110'BETWEEN TWO PROPERTY LINES.  SET IN TOP OF A CONCRETE POST PROJECTING
 CP2110'4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT WEST OF
 CP2110'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0910 ***********************************************************************
 CQ0910  DESIGNATION -  11 V 10 LADH
 CQ0910  PID         -  CQ0910
 CQ0910  STATE/COUNTY-  LA/CALDWELL
 CQ0910  USGS QUAD   -  RIVERTON (1989)
 CQ0910
 CQ0910                         *CURRENT SURVEY CONTROL
 CQ0910  ___________________________________________________________________
 CQ0910* NAD 83(1986)-  32 09 21.     (N)    092 00 45.     (W)     SCALED    
 CQ0910* NAVD 88     -        19.71   (+/-2cm)      64.7    (feet)  VERTCON   
 CQ0910  ___________________________________________________________________
 CQ0910  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ0910
 CQ0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0910
 CQ0910.The horizontal coordinates were scaled from a topographic map and have
 CQ0910.an estimated accuracy of +/- 6 seconds.
 CQ0910
 CQ0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0910.The vertical order pertains to the NGVD 29 superseded value.
 CQ0910
 CQ0910.The geoid height was determined by GEOID03.
 CQ0910
 CQ0910;                    North         East    Units  Estimated Accuracy
 CQ0910;SPC LA N     -   183,700.    1,045,980.      MT  (+/- 180 meters Scaled)
 CQ0910
 CQ0910                          SUPERSEDED SURVEY CONTROL
 CQ0910
 CQ0910  NGVD 29 (??/??/??)   19.741  (m)           64.77   (f) ADJUSTED    2 0
 CQ0910
 CQ0910.Superseded values are not recommended for survey control.
 CQ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0910.See file dsdata.txt to determine how the superseded data were derived.
 CQ0910
 CQ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR931581(NAD 83)
 CQ0910_MARKER: DD = SURVEY DISK
 CQ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0910_STAMPING: 11V10 1970
 CQ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0910+STABILITY: SURFACE MOTION
 CQ0910
 CQ0910  HISTORY     - Date     Condition        Report By
 CQ0910  HISTORY     - 1970     MONUMENTED       LADH
 CQ0910
 CQ0910                          STATION DESCRIPTION
 CQ0910
 CQ0910'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0910'5.20 MI NE FROM COLUMBIA.
 CQ0910'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM COLUMBIA
 CQ0910'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0910'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 3.90
 CQ0910'MILES TO THE MARK.  IT IS 290.0 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ0910'LOUISIANA HIGHWAY 133, 231.0 FEET SOUTHEAST OF A BARB WIRE FENCE, 46.0
 CQ0910'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 4.0 FEET
 CQ0910'NORTHEAST OF A POWER POLE, 307.0 FEET SOUTHEAST OF THE SOUTHEAST END
 CQ0910'OF A BRIDGE SPANNING BAYOU LAFOURCHE CUT-OFF, SET IN TOP OF A CONCRETE
 CQ0910'POST PROJECTING 6 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET
 CQ0910'1.0 FOOT NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0911 ***********************************************************************
 CQ0911  DESIGNATION -  11 V 11 LADH
 CQ0911  PID         -  CQ0911
 CQ0911  STATE/COUNTY-  LA/CALDWELL
 CQ0911  USGS QUAD   -  RIVERTON (1989)
 CQ0911
 CQ0911                         *CURRENT SURVEY CONTROL
 CQ0911  ___________________________________________________________________
 CQ0911* NAD 83(1986)-  32 08 56.     (N)    092 01 28.     (W)     SCALED    
 CQ0911* NAVD 88     -        20.16   (+/-2cm)      66.1    (feet)  VERTCON   
 CQ0911  ___________________________________________________________________
 CQ0911  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ0911
 CQ0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0911
 CQ0911.The horizontal coordinates were scaled from a topographic map and have
 CQ0911.an estimated accuracy of +/- 6 seconds.
 CQ0911
 CQ0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0911.The vertical order pertains to the NGVD 29 superseded value.
 CQ0911
 CQ0911.The geoid height was determined by GEOID03.
 CQ0911
 CQ0911;                    North         East    Units  Estimated Accuracy
 CQ0911;SPC LA N     -   182,920.    1,044,860.      MT  (+/- 180 meters Scaled)
 CQ0911
 CQ0911                          SUPERSEDED SURVEY CONTROL
 CQ0911
 CQ0911  NGVD 29 (??/??/??)   20.186  (m)           66.23   (f) ADJUSTED    2 0
 CQ0911
 CQ0911.Superseded values are not recommended for survey control.
 CQ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0911.See file dsdata.txt to determine how the superseded data were derived.
 CQ0911
 CQ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR919573(NAD 83)
 CQ0911_MARKER: DD = SURVEY DISK
 CQ0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0911_STAMPING: 11 V11 1970
 CQ0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0911+STABILITY: SURFACE MOTION
 CQ0911
 CQ0911  HISTORY     - Date     Condition        Report By
 CQ0911  HISTORY     - 1970     MONUMENTED       LADH
 CQ0911
 CQ0911                          STATION DESCRIPTION
 CQ0911
 CQ0911'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0911'4.30 MI NE FROM COLUMBIA.
 CQ0911'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM COLUMBIA
 CQ0911'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0911'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 3 MILES
 CQ0911'TO THE MARK.  IT IS 62 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA
 CQ0911'HIGHWAY 133, 4.0 FEET WEST OF A BARB WIRE FENCE, 25 FEET WEST OF A 30
 CQ0911'INCH RED OAK TREE, 52.0 FEET SOUTHWEST OF A 30 INCH RED OAK TREE AND
 CQ0911'FENCE CORNER, SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CQ0911'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0912 ***********************************************************************
 CQ0912  DESIGNATION -  11 V 12 LADH
 CQ0912  PID         -  CQ0912
 CQ0912  STATE/COUNTY-  LA/CALDWELL
 CQ0912  USGS QUAD   -  RIVERTON (1989)
 CQ0912
 CQ0912                         *CURRENT SURVEY CONTROL
 CQ0912  ___________________________________________________________________
 CQ0912* NAD 83(1986)-  32 08 21.     (N)    092 02 09.     (W)     SCALED    
 CQ0912* NAVD 88     -        18.76   (+/-2cm)      61.5    (feet)  VERTCON   
 CQ0912  ___________________________________________________________________
 CQ0912  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0912
 CQ0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0912
 CQ0912.The horizontal coordinates were scaled from a topographic map and have
 CQ0912.an estimated accuracy of +/- 6 seconds.
 CQ0912
 CQ0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0912.The vertical order pertains to the NGVD 29 superseded value.
 CQ0912
 CQ0912.The geoid height was determined by GEOID03.
 CQ0912
 CQ0912;                    North         East    Units  Estimated Accuracy
 CQ0912;SPC LA N     -   181,840.    1,043,790.      MT  (+/- 180 meters Scaled)
 CQ0912
 CQ0912                          SUPERSEDED SURVEY CONTROL
 CQ0912
 CQ0912  NGVD 29 (??/??/??)   18.781  (m)           61.62   (f) ADJUSTED    2 0
 CQ0912
 CQ0912.Superseded values are not recommended for survey control.
 CQ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0912.See file dsdata.txt to determine how the superseded data were derived.
 CQ0912
 CQ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR909562(NAD 83)
 CQ0912_MARKER: DD = SURVEY DISK
 CQ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0912_STAMPING: 11V12 1970
 CQ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0912+STABILITY: SURFACE MOTION
 CQ0912
 CQ0912  HISTORY     - Date     Condition        Report By
 CQ0912  HISTORY     - 1970     MONUMENTED       LADH
 CQ0912
 CQ0912                          STATION DESCRIPTION
 CQ0912
 CQ0912'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0912'3.20 MI NE FROM COLUMBIA.
 CQ0912'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM COLUMBIA
 CQ0912'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0912'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 1.90
 CQ0912'MILES TO THE MARK.  IT IS 92.0 FEET EAST OF THE CENTERLINE OF
 CQ0912'LOUISIANA HIGHWAY 133, 55.0 FEET EAST OF A FENCE CORNER, 34.0 FEET
 CQ0912'SOUTHEAST OF A POWER POLE, 14.0 FEET SOUTHWEST OF A 42 INCH PIN OAK
 CQ0912'TREE, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 CQ0912'ON PROPERTY BELONGING TO BELLVUE BAPTIST CHURCH.  A STEEL WITNESS POST
 CQ0912'IS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0913 ***********************************************************************
 CQ0913  DESIGNATION -  11 V 13 LADH
 CQ0913  PID         -  CQ0913
 CQ0913  STATE/COUNTY-  LA/CALDWELL
 CQ0913  USGS QUAD   -  COLUMBIA (1989)
 CQ0913
 CQ0913                         *CURRENT SURVEY CONTROL
 CQ0913  ___________________________________________________________________
 CQ0913* NAD 83(1986)-  32 07 26.     (N)    092 02 27.     (W)     SCALED    
 CQ0913* NAVD 88     -        19.52   (+/-2cm)      64.0    (feet)  VERTCON   
 CQ0913  ___________________________________________________________________
 CQ0913  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0913
 CQ0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0913
 CQ0913.The horizontal coordinates were scaled from a topographic map and have
 CQ0913.an estimated accuracy of +/- 6 seconds.
 CQ0913
 CQ0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0913.The vertical order pertains to the NGVD 29 superseded value.
 CQ0913
 CQ0913.The geoid height was determined by GEOID03.
 CQ0913
 CQ0913;                    North         East    Units  Estimated Accuracy
 CQ0913;SPC LA N     -   180,140.    1,043,330.      MT  (+/- 180 meters Scaled)
 CQ0913
 CQ0913                          SUPERSEDED SURVEY CONTROL
 CQ0913
 CQ0913  NGVD 29 (??/??/??)   19.540  (m)           64.11   (f) ADJUSTED    2 0
 CQ0913
 CQ0913.Superseded values are not recommended for survey control.
 CQ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0913.See file dsdata.txt to determine how the superseded data were derived.
 CQ0913
 CQ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR904545(NAD 83)
 CQ0913_MARKER: DD = SURVEY DISK
 CQ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0913_STAMPING: 11V13 1970
 CQ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0913+STABILITY: SURFACE MOTION
 CQ0913
 CQ0913  HISTORY     - Date     Condition        Report By
 CQ0913  HISTORY     - 1970     MONUMENTED       LADH
 CQ0913
 CQ0913                          STATION DESCRIPTION
 CQ0913
 CQ0913'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0913'2.30 MI NE FROM COLUMBIA.
 CQ0913'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM COLUMBIA
 CQ0913'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0913'THENCE NORTH ALONG LOUISIANA HIGHWAY 133, 1.0 MILE TO THE MARK.  IT IS
 CQ0913'68.0 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 133, 19.0 FEET
 CQ0913'SOUTH OF THE SOUTHEAST CORNER OF A FRAME TENANT HOUSE, 1.0 FOOT SOUTH
 CQ0913'OF A POWER POLE AND FENCE CORNER, 33.0 FEET NORTH OF A FENCE CORNER.
 CQ0913'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND. A
 CQ0913'STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0903 ***********************************************************************
 CQ0903  DESIGNATION -  11 V 3 LADH
 CQ0903  PID         -  CQ0903
 CQ0903  STATE/COUNTY-  LA/CALDWELL
 CQ0903  USGS QUAD   -  RIVERTON (1989)
 CQ0903
 CQ0903                         *CURRENT SURVEY CONTROL
 CQ0903  ___________________________________________________________________
 CQ0903* NAD 83(1986)-  32 14 46.     (N)    092 00 01.     (W)     SCALED    
 CQ0903* NAVD 88     -        20.13   (+/-2cm)      66.0    (feet)  VERTCON   
 CQ0903  ___________________________________________________________________
 CQ0903  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0903
 CQ0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0903
 CQ0903.The horizontal coordinates were scaled from a topographic map and have
 CQ0903.an estimated accuracy of +/- 6 seconds.
 CQ0903
 CQ0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0903.The vertical order pertains to the NGVD 29 superseded value.
 CQ0903
 CQ0903.The geoid height was determined by GEOID03.
 CQ0903
 CQ0903;                    North         East    Units  Estimated Accuracy
 CQ0903;SPC LA N     -   193,710.    1,047,090.      MT  (+/- 180 meters Scaled)
 CQ0903
 CQ0903                          SUPERSEDED SURVEY CONTROL
 CQ0903
 CQ0903  NGVD 29 (??/??/??)   20.159  (m)           66.14   (f) ADJUSTED    2 0
 CQ0903
 CQ0903.Superseded values are not recommended for survey control.
 CQ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0903.See file dsdata.txt to determine how the superseded data were derived.
 CQ0903
 CQ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR941681(NAD 83)
 CQ0903_MARKER: DD = SURVEY DISK
 CQ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0903_STAMPING: 11V3 1970
 CQ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0903+STABILITY: SURFACE MOTION
 CQ0903
 CQ0903  HISTORY     - Date     Condition        Report By
 CQ0903  HISTORY     - 1970     MONUMENTED       LADH
 CQ0903
 CQ0903                          STATION DESCRIPTION
 CQ0903
 CQ0903'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0903'12.65 MI NE FROM COLUMBIA.
 CQ0903'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE COLUMBIA
 CQ0903'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0903'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 11.35
 CQ0903'MILES TO THE MARK.  IT IS 102.0 FEET EAST OF THE CENTERLINE OF
 CQ0903'LOUISIANA HIGHWAY 133, 68.0 FEET EAST OF A FOOT METAL GATE, 1.0 FOOT
 CQ0903'SOUTH OF A FENCE, 122.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CQ0903'FARM EQUIPMENT SHED, 25.0 FEET SOUTH OF A GRAVEL DRIVEWAY. SET IN TOP
 CQ0903'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND. A STEEL WITNESS
 CQ0903'POST IS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0904 ***********************************************************************
 CQ0904  DESIGNATION -  11 V 4 LADH
 CQ0904  PID         -  CQ0904
 CQ0904  STATE/COUNTY-  LA/CALDWELL
 CQ0904  USGS QUAD   -  RIVERTON (1989)
 CQ0904
 CQ0904                         *CURRENT SURVEY CONTROL
 CQ0904  ___________________________________________________________________
 CQ0904* NAD 83(1986)-  32 13 56.     (N)    092 00 28.     (W)     SCALED    
 CQ0904* NAVD 88     -        19.33   (+/-2cm)      63.4    (feet)  VERTCON   
 CQ0904  ___________________________________________________________________
 CQ0904  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0904
 CQ0904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0904
 CQ0904.The horizontal coordinates were scaled from a topographic map and have
 CQ0904.an estimated accuracy of +/- 6 seconds.
 CQ0904
 CQ0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0904.The vertical order pertains to the NGVD 29 superseded value.
 CQ0904
 CQ0904.The geoid height was determined by GEOID03.
 CQ0904
 CQ0904;                    North         East    Units  Estimated Accuracy
 CQ0904;SPC LA N     -   192,170.    1,046,390.      MT  (+/- 180 meters Scaled)
 CQ0904
 CQ0904                          SUPERSEDED SURVEY CONTROL
 CQ0904
 CQ0904  NGVD 29 (??/??/??)   19.357  (m)           63.51   (f) ADJUSTED    2 0
 CQ0904
 CQ0904.Superseded values are not recommended for survey control.
 CQ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0904.See file dsdata.txt to determine how the superseded data were derived.
 CQ0904
 CQ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR934666(NAD 83)
 CQ0904_MARKER: DD = SURVEY DISK
 CQ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0904_STAMPING: 11V4 1970
 CQ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0904+STABILITY: SURFACE MOTION
 CQ0904
 CQ0904  HISTORY     - Date     Condition        Report By
 CQ0904  HISTORY     - 1970     MONUMENTED       LADH
 CQ0904
 CQ0904                          STATION DESCRIPTION
 CQ0904
 CQ0904'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0904'11.60 MI NE FROM COLUMBIA.
 CQ0904'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE COLUMBIA
 CQ0904'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0904'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 10.30
 CQ0904'MILES TO THE MARK.  IT IS 165.0 FEET WEST OF LOUISIANA HIGHWAY 133,
 CQ0904'70.0 FEET WEST OF A POWER POLE WITH GUY WIRE, 43.0 FEET SOUTH OF THE
 CQ0904'SOUTHWEST CORNER OF BETHANY BAPTIST CHURCH, 1.5 FEET EAST OF A FENCE,
 CQ0904'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND. A
 CQ0904'STEEL WITNESS POST IS SET 1.0 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0905 ***********************************************************************
 CQ0905  DESIGNATION -  11 V 5 LADH
 CQ0905  PID         -  CQ0905
 CQ0905  STATE/COUNTY-  LA/CALDWELL
 CQ0905  USGS QUAD   -  RIVERTON (1989)
 CQ0905
 CQ0905                         *CURRENT SURVEY CONTROL
 CQ0905  ___________________________________________________________________
 CQ0905* NAD 83(1986)-  32 13 06.     (N)    092 00 35.     (W)     SCALED    
 CQ0905* NAVD 88     -        19.53   (+/-2cm)      64.1    (feet)  VERTCON   
 CQ0905  ___________________________________________________________________
 CQ0905  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0905
 CQ0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0905
 CQ0905.The horizontal coordinates were scaled from a topographic map and have
 CQ0905.an estimated accuracy of +/- 6 seconds.
 CQ0905
 CQ0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0905.The vertical order pertains to the NGVD 29 superseded value.
 CQ0905
 CQ0905.The geoid height was determined by GEOID03.
 CQ0905
 CQ0905;                    North         East    Units  Estimated Accuracy
 CQ0905;SPC LA N     -   190,630.    1,046,210.      MT  (+/- 180 meters Scaled)
 CQ0905
 CQ0905                          SUPERSEDED SURVEY CONTROL
 CQ0905
 CQ0905  NGVD 29 (??/??/??)   19.557  (m)           64.16   (f) ADJUSTED    2 0
 CQ0905
 CQ0905.Superseded values are not recommended for survey control.
 CQ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0905.See file dsdata.txt to determine how the superseded data were derived.
 CQ0905
 CQ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR933650(NAD 83)
 CQ0905_MARKER: DD = SURVEY DISK
 CQ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0905_STAMPING: 11V5 1970
 CQ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0905+STABILITY: SURFACE MOTION
 CQ0905
 CQ0905  HISTORY     - Date     Condition        Report By
 CQ0905  HISTORY     - 1970     MONUMENTED       LADH
 CQ0905
 CQ0905                          STATION DESCRIPTION
 CQ0905
 CQ0905'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0905'10.55 MI NE FROM COLUMBIA.
 CQ0905'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM COLUMBIA
 CQ0905'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0905'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 9.25
 CQ0905'MILES TO THE MARK.  IT IS 63.0 FEET WEST OF THE CENTERLINE OF
 CQ0905'LOUISIANA HIGHWAY 133, 32.0 FEET WEST OF A FENCE CORNER, 8.0 FEET WEST
 CQ0905'OF A CATTLE GUARD, 64.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CQ0905'CONCRETE BLOCK BUILDING, BELONGING TO CARL WILLIAMS.  SET IN TOP OF A
 CQ0905'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CQ0905'IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0906 ***********************************************************************
 CQ0906  DESIGNATION -  11 V 6 LADH
 CQ0906  PID         -  CQ0906
 CQ0906  STATE/COUNTY-  LA/CALDWELL
 CQ0906  USGS QUAD   -  RIVERTON (1989)
 CQ0906
 CQ0906                         *CURRENT SURVEY CONTROL
 CQ0906  ___________________________________________________________________
 CQ0906* NAD 83(1986)-  32 12 14.     (N)    092 00 27.     (W)     SCALED    
 CQ0906* NAVD 88     -        18.99   (+/-2cm)      62.3    (feet)  VERTCON   
 CQ0906  ___________________________________________________________________
 CQ0906  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0906
 CQ0906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0906
 CQ0906.The horizontal coordinates were scaled from a topographic map and have
 CQ0906.an estimated accuracy of +/- 6 seconds.
 CQ0906
 CQ0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0906.The vertical order pertains to the NGVD 29 superseded value.
 CQ0906
 CQ0906.The geoid height was determined by GEOID03.
 CQ0906
 CQ0906;                    North         East    Units  Estimated Accuracy
 CQ0906;SPC LA N     -   189,030.    1,046,430.      MT  (+/- 180 meters Scaled)
 CQ0906
 CQ0906                          SUPERSEDED SURVEY CONTROL
 CQ0906
 CQ0906  NGVD 29 (??/??/??)   19.015  (m)           62.38   (f) ADJUSTED    2 0
 CQ0906
 CQ0906.Superseded values are not recommended for survey control.
 CQ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0906.See file dsdata.txt to determine how the superseded data were derived.
 CQ0906
 CQ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR935634(NAD 83)
 CQ0906_MARKER: DD = SURVEY DISK
 CQ0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0906_STAMPING: 11V6 1970
 CQ0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0906+STABILITY: SURFACE MOTION
 CQ0906
 CQ0906  HISTORY     - Date     Condition        Report By
 CQ0906  HISTORY     - 1970     MONUMENTED       LADH
 CQ0906
 CQ0906                          STATION DESCRIPTION
 CQ0906
 CQ0906'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0906'9.50 MI NE FROM COLUMBIA.
 CQ0906'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM COLUMBIA
 CQ0906'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0906'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 8.20
 CQ0906'MILES TO THE MARK.  IT IS 76.0 FEET EAST OF THE CENTERLINE OF
 CQ0906'LOUISIANA HIGHWAY 133, 47.0 FEET EAST OF A FENCE CORNER, 1.0 FOOT
 CQ0906'NORTH OF A FENCE, 90.0 FEET SOUTHEAST OF A POWER POLE, 56.0 FEET
 CQ0906'SOUTHEAST OF THE CENTERLINE OF A DIRT RAMP WITH METAL PIPE, SET IN TOP
 CQ0906'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS
 CQ0906'POST IS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0907 ***********************************************************************
 CQ0907  DESIGNATION -  11 V 7 LADH
 CQ0907  PID         -  CQ0907
 CQ0907  STATE/COUNTY-  LA/CALDWELL
 CQ0907  USGS QUAD   -  RIVERTON (1989)
 CQ0907
 CQ0907                         *CURRENT SURVEY CONTROL
 CQ0907  ___________________________________________________________________
 CQ0907* NAD 83(1986)-  32 11 26.     (N)    092 00 28.     (W)     SCALED    
 CQ0907* NAVD 88     -        18.84   (+/-2cm)      61.8    (feet)  VERTCON   
 CQ0907  ___________________________________________________________________
 CQ0907  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ0907
 CQ0907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0907
 CQ0907.The horizontal coordinates were scaled from a topographic map and have
 CQ0907.an estimated accuracy of +/- 6 seconds.
 CQ0907
 CQ0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0907.The vertical order pertains to the NGVD 29 superseded value.
 CQ0907
 CQ0907.The geoid height was determined by GEOID03.
 CQ0907
 CQ0907;                    North         East    Units  Estimated Accuracy
 CQ0907;SPC LA N     -   187,550.    1,046,410.      MT  (+/- 180 meters Scaled)
 CQ0907
 CQ0907                          SUPERSEDED SURVEY CONTROL
 CQ0907
 CQ0907  NGVD 29 (??/??/??)   18.872  (m)           61.92   (f) ADJUSTED    2 0
 CQ0907
 CQ0907.Superseded values are not recommended for survey control.
 CQ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0907.See file dsdata.txt to determine how the superseded data were derived.
 CQ0907
 CQ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR935619(NAD 83)
 CQ0907_MARKER: DD = SURVEY DISK
 CQ0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0907_STAMPING: 11V7 1970
 CQ0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0907+STABILITY: SURFACE MOTION
 CQ0907
 CQ0907  HISTORY     - Date     Condition        Report By
 CQ0907  HISTORY     - 1970     MONUMENTED       LADH
 CQ0907
 CQ0907                          STATION DESCRIPTION
 CQ0907
 CQ0907'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0907'8.50 MI NE FROM COLUMBIA.
 CQ0907'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM COLUMBIA
 CQ0907'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0907'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 7.20
 CQ0907'MILES TO THE MARK.  IT IS 67.0 FEET SOUTH OF THE CENTERLINE OF
 CQ0907'LOUISIANA HIGHWAY 133, 20.0 FEET SOUTH OF A FENCE, 1.0 FOOT EAST OF A
 CQ0907'FENCE, 165.0 FEET WEST OF A GRAVEL ROAD.  SET IN TOP OF A CONCRETE
 CQ0907'POST PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET
 CQ0907'1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2383 ***********************************************************************
 CP2383  DESIGNATION -  11 V 8 LADH
 CP2383  PID         -  CP2383
 CP2383  STATE/COUNTY-  LA/CALDWELL
 CP2383  USGS QUAD   -  HEBERT (1983)
 CP2383
 CP2383                         *CURRENT SURVEY CONTROL
 CP2383  ___________________________________________________________________
 CP2383* NAD 83(1986)-  32 10 55.     (N)    091 59 28.     (W)     SCALED    
 CP2383* NAVD 88     -        18.24   (+/-2cm)      59.8    (feet)  VERTCON   
 CP2383  ___________________________________________________________________
 CP2383  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP2383
 CP2383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2383
 CP2383.The horizontal coordinates were scaled from a topographic map and have
 CP2383.an estimated accuracy of +/- 6 seconds.
 CP2383
 CP2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2383.The vertical order pertains to the NGVD 29 superseded value.
 CP2383
 CP2383.The geoid height was determined by GEOID03.
 CP2383
 CP2383;                    North         East    Units  Estimated Accuracy
 CP2383;SPC LA N     -   186,600.    1,047,990.      MT  (+/- 180 meters Scaled)
 CP2383
 CP2383                          SUPERSEDED SURVEY CONTROL
 CP2383
 CP2383  NGVD 29 (??/??/92)   18.265  (m)           59.92   (f) ADJ UNCH    2 0
 CP2383
 CP2383.Superseded values are not recommended for survey control.
 CP2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2383.See file dsdata.txt to determine how the superseded data were derived.
 CP2383
 CP2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR951610(NAD 83)
 CP2383_MARKER: DD = SURVEY DISK
 CP2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2383_STAMPING: 11V8 1970
 CP2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2383+STABILITY: SURFACE MOTION
 CP2383
 CP2383  HISTORY     - Date     Condition        Report By
 CP2383  HISTORY     - 1970     MONUMENTED       LADH
 CP2383
 CP2383                          STATION DESCRIPTION
 CP2383
 CP2383'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2383'7.40 MI NE FROM COLUMBIA.
 CP2383'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE COLUMBIA
 CP2383'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CP2383'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 6.10
 CP2383'MILES TO THE MARK.  IT IS 60.0 FEET SOUTH OF THE CENTERLINE OF
 CP2383'LOUISIANA HIGHWAY 561, 162.0 FEET EAST OF THE CENTERLINE OF LOUISIANA
 CP2383'HIGHWAY 133, 4.0 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 CP2383'BUILDING, 138.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOWARDS
 CP2383'GROCERY AND U.S. POST OFFICE AT HEBERT.  SET IN TOP OF A CONCRETE POST
 CP2383'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2383'FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0909 ***********************************************************************
 CQ0909  DESIGNATION -  11 V 9 LADH
 CQ0909  PID         -  CQ0909
 CQ0909  STATE/COUNTY-  LA/CALDWELL
 CQ0909  USGS QUAD   -  RIVERTON (1989)
 CQ0909
 CQ0909                         *CURRENT SURVEY CONTROL
 CQ0909  ___________________________________________________________________
 CQ0909* NAD 83(1986)-  32 10 14.     (N)    092 00 01.     (W)     SCALED    
 CQ0909* NAVD 88     -        16.45   (+/-2cm)      54.0    (feet)  VERTCON   
 CQ0909  ___________________________________________________________________
 CQ0909  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0909
 CQ0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0909
 CQ0909.The horizontal coordinates were scaled from a topographic map and have
 CQ0909.an estimated accuracy of +/- 6 seconds.
 CQ0909
 CQ0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0909.The vertical order pertains to the NGVD 29 superseded value.
 CQ0909
 CQ0909.The geoid height was determined by GEOID03.
 CQ0909
 CQ0909;                    North         East    Units  Estimated Accuracy
 CQ0909;SPC LA N     -   185,330.    1,047,130.      MT  (+/- 180 meters Scaled)
 CQ0909
 CQ0909                          SUPERSEDED SURVEY CONTROL
 CQ0909
 CQ0909  NGVD 29 (??/??/??)   16.473  (m)           54.05   (f) ADJUSTED    2 0
 CQ0909
 CQ0909.Superseded values are not recommended for survey control.
 CQ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0909.See file dsdata.txt to determine how the superseded data were derived.
 CQ0909
 CQ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR942597(NAD 83)
 CQ0909_MARKER: DD = SURVEY DISK
 CQ0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0909_STAMPING: 11V9 1970
 CQ0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0909+STABILITY: SURFACE MOTION
 CQ0909
 CQ0909  HISTORY     - Date     Condition        Report By
 CQ0909  HISTORY     - 1970     MONUMENTED       LADH
 CQ0909
 CQ0909                          STATION DESCRIPTION
 CQ0909
 CQ0909'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ0909'6.45 MI NE FROM COLUMBIA.
 CQ0909'ABOUT 1.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM COLUMBIA
 CQ0909'MENTAL HEALTH CLINIC TO THE INTERSECTION OF LOUISIANA HIGHWAY 133.
 CQ0909'THENCE IN A NORTHERLY DIRECTION ALONG LOUISIANA HIGHWAY 133, 5.15
 CQ0909'MILES TO THE MARK.  IT IS 82.0 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ0909'LOUISIANA HIGHWAY 133, 44.0 FEET SOUTHEAST OF A BARBWIRE FENCE, 55.0
 CQ0909'FEET EAST OF THE SOUTHEAST END OF A 15 FEET DIAMETER MULTIPLATE
 CQ0909'CULVERT, 100.0 FEET SOUTH OF A POWER POLE.  SET IN TOP OF A CONCRETE
 CQ0909'POST PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET
 CQ0909'1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0188 ***********************************************************************
 BJ0188  DESIGNATION -  11 WARL
 BJ0188  PID         -  BJ0188
 BJ0188  STATE/COUNTY-  LA/ST LANDRY
 BJ0188  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0188
 BJ0188                         *CURRENT SURVEY CONTROL
 BJ0188  ___________________________________________________________________
 BJ0188* NAD 83(1986)-  30 50 24.     (N)    091 48 42.     (W)     SCALED    
 BJ0188* NAVD 88     -        12.513  (meters)      41.05   (feet)  ADJUSTED  
 BJ0188  ___________________________________________________________________
 BJ0188  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0188  DYNAMIC HT  -          12.497 (meters)      41.00  (feet)  COMP
 BJ0188  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 BJ0188
 BJ0188  VERT ORDER  -  FIRST     CLASS I
 BJ0188
 BJ0188.The horizontal coordinates were scaled from a topographic map and have
 BJ0188.an estimated accuracy of +/- 6 seconds.
 BJ0188
 BJ0188.The orthometric height was determined by differential leveling
 BJ0188.and adjusted by the National Geodetic Survey in February 1994..
 BJ0188
 BJ0188.The geoid height was determined by GEOID03.
 BJ0188
 BJ0188.The dynamic height is computed by dividing the NAVD 88
 BJ0188.geopotential number by the normal gravity value computed on the
 BJ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0188.degrees latitude (g = 980.6199 gals.).
 BJ0188
 BJ0188.The modeled gravity was interpolated from observed gravity values.
 BJ0188
 BJ0188;                    North         East    Units  Estimated Accuracy
 BJ0188;SPC LA S     -   259,480.      954,240.      MT  (+/- 180 meters Scaled)
 BJ0188
 BJ0188                          SUPERSEDED SURVEY CONTROL
 BJ0188
 BJ0188  NAVD 88 (06/15/91)   12.545  (m)           41.16   (f) UNKNOWN     1 1
 BJ0188  NGVD 29 (??/??/??)   12.503  (m)           41.02   (f) ADJUSTED    1 1
 BJ0188
 BJ0188.Superseded values are not recommended for survey control.
 BJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0188.See file dsdata.txt to determine how the superseded data were derived.
 BJ0188
 BJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ136124(NAD 83)
 BJ0188_MARKER: DD = SURVEY DISK
 BJ0188_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0188_SP_SET: 113 FT IRON PIPE
 BJ0188_STAMPING: PBM 11 WARL 1976 USE
 BJ0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0188
 BJ0188  HISTORY     - Date     Condition        Report By
 BJ0188  HISTORY     - 1976     MONUMENTED       USE
 BJ0188  HISTORY     - 1976     GOOD             NGS
 BJ0188
 BJ0188                          STATION DESCRIPTION
 BJ0188
 BJ0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0188'10.5 MI SOUTH FROM SIMMESPORT.
 BJ0188'10.5 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SIMMESPORT
 BJ0188'ELEMENTARY SCHOOL, AT THE SOUTH END OF A CURVE, 82 FT EAST OF THE
 BJ0188'CENTER LINE OF THE HIGHWAY, 161.3 FT EAST OF THE NORTHEAST CORNER
 BJ0188'OF THE NEW ZION CHURCH, 8.6 FT EAST OF THE WEST RIGHT OF WAY FENCE
 BJ0188'OF THE ATCHAFALAYA RIVER LEVEE, A 1-INCH IRON PIPE WITH A DISK DRIVEN
 BJ0188'TO A DEPTH OF 113 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH
 BJ0188'OF 90 FT WITH A 3-INCH SCREW CAP FOR ACCESS, THE SCREW CAP PROJECTS
 BJ0188'22-INCHES ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2338 ***********************************************************************
 BJ2338  DESIGNATION -  110
 BJ2338  PID         -  BJ2338
 BJ2338  STATE/COUNTY-  LA/ST MARTIN
 BJ2338  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2338
 BJ2338                         *CURRENT SURVEY CONTROL
 BJ2338  ___________________________________________________________________
 BJ2338* NAD 83(1986)-  30 24 17.     (N)    091 41 30.     (W)     SCALED    
 BJ2338* NAVD 88     -         8.74   (+/-2cm)      28.7    (feet)  VERTCON   
 BJ2338  ___________________________________________________________________
 BJ2338  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2338
 BJ2338  VERT ORDER  -  ? (See Below)
 BJ2338
 BJ2338.The horizontal coordinates were scaled from a topographic map and have
 BJ2338.an estimated accuracy of +/- 6 seconds.
 BJ2338
 BJ2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2338.The vertical order pertains to the NGVD 29 superseded value.
 BJ2338
 BJ2338.The geoid height was determined by GEOID03.
 BJ2338
 BJ2338;                    North         East    Units  Estimated Accuracy
 BJ2338;SPC LA S     -   211,180.      965,570.      MT  (+/- 180 meters Scaled)
 BJ2338
 BJ2338                          SUPERSEDED SURVEY CONTROL
 BJ2338
 BJ2338  NGVD 29 (??/??/??)    8.752  (m)           28.71   (f) ADJUSTED    ?  
 BJ2338
 BJ2338.Superseded values are not recommended for survey control.
 BJ2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2338.See file dsdata.txt to determine how the superseded data were derived.
 BJ2338
 BJ2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP256643(NAD 83)
 BJ2338_MARKER: S = SPIKE
 BJ2338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2338_SP_SET: TREE
 BJ2338_STAMPING: PRE B.M. 110 1933
 BJ2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2338
 BJ2338  HISTORY     - Date     Condition        Report By
 BJ2338  HISTORY     - 1933     MONUMENTED       DOD
 BJ2338  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2338
 BJ2338                          STATION DESCRIPTION
 BJ2338
 BJ2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2338'6 MI NE FROM EAST ATCHAFALAYA.
 BJ2338'6 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2338'POST OFFICE AT EAST ATCHAFALAYA, SAINT MARTIN PARISH, ABOUT 1 MILE
 BJ2338'NORTH OF THE HEAD OF ALABAMA BAYOU (RIVER MILEAGE), ABOUT 300 FEET
 BJ2338'BACK OF THE TOP OF THE RIVER BANK, 15 FEET BACK OF THE WILLIE
 BJ2338'THOMASSEE, SR. RESIDENCE, AT A 24-INCH DOUBLE WILLOW TREE WITH A BRASS
 BJ2338'PLATE STAMPED PRE B.M. 110 1933, IN THE DIAMOND BLAZE ON THE UPPER
 BJ2338'SIDE OF THE TREE, AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND. A
 BJ2338'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2336 ***********************************************************************
 BJ2336  DESIGNATION -  110 A
 BJ2336  PID         -  BJ2336
 BJ2336  STATE/COUNTY-  LA/ST MARTIN
 BJ2336  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2336
 BJ2336                         *CURRENT SURVEY CONTROL
 BJ2336  ___________________________________________________________________
 BJ2336* NAD 83(1986)-  30 25 01.     (N)    091 41 51.     (W)     SCALED    
 BJ2336* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 BJ2336  ___________________________________________________________________
 BJ2336  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2336
 BJ2336  VERT ORDER  -  ? (See Below)
 BJ2336
 BJ2336.The horizontal coordinates were scaled from a topographic map and have
 BJ2336.an estimated accuracy of +/- 6 seconds.
 BJ2336
 BJ2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2336.The vertical order pertains to the NGVD 29 superseded value.
 BJ2336
 BJ2336.The geoid height was determined by GEOID03.
 BJ2336
 BJ2336;                    North         East    Units  Estimated Accuracy
 BJ2336;SPC LA S     -   212,540.      965,010.      MT  (+/- 180 meters Scaled)
 BJ2336
 BJ2336                          SUPERSEDED SURVEY CONTROL
 BJ2336
 BJ2336  NGVD 29 (??/??/??)    8.492  (m)           27.86   (f) ADJUSTED    ?  
 BJ2336
 BJ2336.Superseded values are not recommended for survey control.
 BJ2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2336.See file dsdata.txt to determine how the superseded data were derived.
 BJ2336
 BJ2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP251657(NAD 83)
 BJ2336_MARKER: S = SPIKE
 BJ2336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2336_SP_SET: TREE
 BJ2336_STAMPING: PRE B.M. 110 1933
 BJ2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2336
 BJ2336  HISTORY     - Date     Condition        Report By
 BJ2336  HISTORY     - 1933     MONUMENTED       DOD
 BJ2336  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2336
 BJ2336                          STATION DESCRIPTION
 BJ2336
 BJ2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2336'10.5 MI S FROM SHERBURNE.
 BJ2336'IN SAINT MARTIN PARISH, ABOUT 10-1/2 MILES SOUTH ALONG THE LEVEE FROM
 BJ2336'THE STORE AT SHERBURNE, POINTE COUPEE PARISH, 27 FEET LANDSIDE OF
 BJ2336'LEVEE STATION 2769+27, ON THE EAST BANK OF ATCHAFALAYA RIVER, 45 FEET
 BJ2336'NORTH OF THE END OF THE LEVEE, IN AN 8-INCH WILLOW GAGE TREE AT THE
 BJ2336'28-FOOT MARK, WITH A BRASS PLATE STAMPED PRE B.M. 110 1933.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1148 ***********************************************************************
 CP1148  DESIGNATION -  1100 A BOLT
 CP1148  PID         -  CP1148
 CP1148  STATE/COUNTY-  LA/EAST CARROLL
 CP1148  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1148
 CP1148                         *CURRENT SURVEY CONTROL
 CP1148  ___________________________________________________________________
 CP1148* NAD 83(1986)-  32 44 51.     (N)    091 10 42.     (W)     SCALED    
 CP1148* NAVD 88     -        28.96   (+/-2cm)      95.0    (feet)  VERTCON   
 CP1148  ___________________________________________________________________
 CP1148  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1148
 CP1148  VERT ORDER  -  ? (See Below)
 CP1148
 CP1148.The horizontal coordinates were scaled from a topographic map and have
 CP1148.an estimated accuracy of +/- 6 seconds.
 CP1148
 CP1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1148.The vertical order pertains to the NGVD 29 superseded value.
 CP1148
 CP1148.The geoid height was determined by GEOID03.
 CP1148
 CP1148;                    North         East    Units  Estimated Accuracy
 CP1148;SPC LA N     -   249,960.    1,123,860.      MT  (+/- 180 meters Scaled)
 CP1148
 CP1148                          SUPERSEDED SURVEY CONTROL
 CP1148
 CP1148  NGVD 29 (??/??/92)   29.010  (m)           95.18   (f) ADJ UNCH    ?  
 CP1148
 CP1148.Superseded values are not recommended for survey control.
 CP1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1148.See file dsdata.txt to determine how the superseded data were derived.
 CP1148
 CP1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS706247(NAD 83)
 CP1148_MARKER: B = BOLT
 CP1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1148_SP_SET: STONE
 CP1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1148+STABILITY: SURFACE MOTION
 CP1148
 CP1148  HISTORY     - Date     Condition        Report By
 CP1148  HISTORY     - UNK      MONUMENTED       DOD
 CP1148  HISTORY     - 1934     GOOD             DOD
 CP1148  HISTORY     - 1943     GOOD             LOCENG
 CP1148
 CP1148                          STATION DESCRIPTION
 CP1148
 CP1148'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1148'3.5 MI S FROM LAKE PROVIDENCE.
 CP1148'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1148'MISSISSIPPI RIVER, EAST CARROLL PARISH, LOUISIANA, 3 1/2 MILES SOUTH
 CP1148'OF LAKE PROVIDENCE, LA.  587 FEET WEST OF LEVEE STATION NO. 1100. 115
 CP1148'FEET WEST OF CENTER LINE OF HIGHWAY NO. 65.  60 FEET NORTHEAST OF
 CP1148'HOUSE.  22 FEET SOUTHEAST OF WAYWAY CHURCH.
 CP1148
 CP1148                          STATION RECOVERY (1943)
 CP1148
 CP1148'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 CP1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1147 ***********************************************************************
 CP1147  DESIGNATION -  1100 A CAP
 CP1147  PID         -  CP1147
 CP1147  STATE/COUNTY-  LA/EAST CARROLL
 CP1147  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1147
 CP1147                         *CURRENT SURVEY CONTROL
 CP1147  ___________________________________________________________________
 CP1147* NAD 83(1986)-  32 44 51.     (N)    091 10 42.     (W)     SCALED    
 CP1147* NAVD 88     -        30.15   (+/-2cm)      98.9    (feet)  VERTCON   
 CP1147  ___________________________________________________________________
 CP1147  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1147
 CP1147  VERT ORDER  -  ? (See Below)
 CP1147
 CP1147.The horizontal coordinates were scaled from a topographic map and have
 CP1147.an estimated accuracy of +/- 6 seconds.
 CP1147
 CP1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1147.The vertical order pertains to the NGVD 29 superseded value.
 CP1147
 CP1147.The geoid height was determined by GEOID03.
 CP1147
 CP1147;                    North         East    Units  Estimated Accuracy
 CP1147;SPC LA N     -   249,960.    1,123,860.      MT  (+/- 180 meters Scaled)
 CP1147
 CP1147                          SUPERSEDED SURVEY CONTROL
 CP1147
 CP1147  NGVD 29 (??/??/92)   30.206  (m)           99.10   (f) ADJ UNCH    ?  
 CP1147
 CP1147.Superseded values are not recommended for survey control.
 CP1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1147.See file dsdata.txt to determine how the superseded data were derived.
 CP1147
 CP1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS706247(NAD 83)
 CP1147_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1147_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1147
 CP1147  HISTORY     - Date     Condition        Report By
 CP1147  HISTORY     - UNK      MONUMENTED       DOD
 CP1147  HISTORY     - 1934     GOOD             DOD
 CP1147  HISTORY     - 1943     GOOD             LOCENG
 CP1147
 CP1147                          STATION DESCRIPTION
 CP1147
 CP1147'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1147'3.5 MI S FROM LAKE PROVIDENCE.
 CP1147'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1147'MISSISSIPPI RIVER, EAST CARROLL PARISH, LOUISIANA, 3 1/2 MILES SOUTH
 CP1147'OF LAKE PROVIDENCE, LA.  587 FEET WEST OF LEVEE STATION NO. 1100. 115
 CP1147'FEET WEST OF CENTER LINE OF HIGHWAY NO. 65.  60 FEET NORTHEAST OF
 CP1147'HOUSE.  22 FEET SOUTHEAST OF WAYWAY CHURCH.
 CP1147
 CP1147                          STATION RECOVERY (1943)
 CP1147
 CP1147'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 CP1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0936 ***********************************************************************
 BJ0936  DESIGNATION -  1101
 BJ0936  PID         -  BJ0936
 BJ0936  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0936  USGS QUAD   -  HAMMOND (1994)
 BJ0936
 BJ0936                         *CURRENT SURVEY CONTROL
 BJ0936  ___________________________________________________________________
 BJ0936* NAD 83(1986)-  30 30 15.     (N)    090 27 44.     (W)     SCALED    
 BJ0936* NAVD 88     -        12.503  (meters)      41.02   (feet)  ADJUSTED  
 BJ0936  ___________________________________________________________________
 BJ0936  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0936  DYNAMIC HT  -          12.487 (meters)      40.97  (feet)  COMP
 BJ0936  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ0936
 BJ0936  VERT ORDER  -  FIRST     CLASS II
 BJ0936
 BJ0936.The horizontal coordinates were scaled from a topographic map and have
 BJ0936.an estimated accuracy of +/- 6 seconds.
 BJ0936
 BJ0936.The orthometric height was determined by differential leveling
 BJ0936.and adjusted by the National Geodetic Survey in February 1994..
 BJ0936
 BJ0936.The geoid height was determined by GEOID03.
 BJ0936
 BJ0936.The dynamic height is computed by dividing the NAVD 88
 BJ0936.geopotential number by the normal gravity value computed on the
 BJ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0936.degrees latitude (g = 980.6199 gals.).
 BJ0936
 BJ0936.The modeled gravity was interpolated from observed gravity values.
 BJ0936
 BJ0936;                    North         East    Units  Estimated Accuracy
 BJ0936;SPC LA S     -   222,470.    1,083,620.      MT  (+/- 180 meters Scaled)
 BJ0936
 BJ0936                          SUPERSEDED SURVEY CONTROL
 BJ0936
 BJ0936  NAVD 88 (06/15/91)   12.537  (m)           41.13   (f) UNKNOWN     1 2
 BJ0936  NGVD 29 (??/??/??)   12.517  (m)           41.07   (f) ADJUSTED    1 2
 BJ0936
 BJ0936.Superseded values are not recommended for survey control.
 BJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0936.See file dsdata.txt to determine how the superseded data were derived.
 BJ0936
 BJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP435773(NAD 83)
 BJ0936_MARKER: DD = SURVEY DISK
 BJ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0936_SP_SET: CONCRETE POST
 BJ0936_STAMPING: 1101 41.394
 BJ0936_MARK LOGO: LAGS  
 BJ0936_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0936+STABILITY: SURFACE MOTION
 BJ0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0936+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 BJ0936
 BJ0936  HISTORY     - Date     Condition        Report By
 BJ0936  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0936  HISTORY     - 1969     GOOD             CGS
 BJ0936  HISTORY     - 1976     GOOD             NGS
 BJ0936  HISTORY     - 1986     GOOD             NGS
 BJ0936  HISTORY     - 19920611 GOOD             NGS
 BJ0936  HISTORY     - 20060720 GOOD             NGS
 BJ0936
 BJ0936                          STATION DESCRIPTION
 BJ0936
 BJ0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0936'IN HAMMOND.
 BJ0936'AT HAMMOND, 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ0936'THE STATION AT HAMMOND, AT THE INTERSECTION OF WEST THOMAS STREET AND
 BJ0936'NORTHWEST RAILROAD AVENUE, NEAR THE SOUTHEAST CORNER OF THE POST
 BJ0936'OFFICE LAWN, 115.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE POST
 BJ0936'OFFICE BUILDING, 1.3 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 BJ0936'ALONG THE NORTH SIDE OF WEST THOMAS STREET, 1.4 FEET WEST OF THE WEST
 BJ0936'EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF NORTHWEST RAILROAD AVENUE,
 BJ0936'2 INCHES ABOVE THE LEVEL OF THE SIDEWALK AND SET IN THE TOP OF A
 BJ0936'CONCRETE POST FLUSH WITH THE GROUND.
 BJ0936
 BJ0936                          STATION RECOVERY (1976)
 BJ0936
 BJ0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0936'AT HAMMOND, AT THE NORTHWEST CORNER OF THE JUNCTION OF NORTHWEST
 BJ0936'RAILROAD AVENUE AND WEST THOMAS STREET, 115.3 FT SOUTH OF THE
 BJ0936'SOUTHEAST CORNER OF THE POST OFFICE BUILDING, 1.3 FT NORTH OF THE
 BJ0936'NORTH EDGE OF THE NORTH SIDEWALK OF THE STREET, 1.4 FT WEST OF THE
 BJ0936'WEST EDGE OF THE WEST SIDEWALK OF THE AVENUE, 1.0 FT NORTHEAST OF
 BJ0936'THE NORTHWEST CORNER OF THE CONCRETE BASE OF A METAL UTILITY POLE
 BJ0936'SUPPORTING A TRAFFIC SIGNAL CONTROL BOX.
 BJ0936
 BJ0936                          STATION RECOVERY (1986)
 BJ0936
 BJ0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0936'RECOVERED IN GOOD CONDITION.  THE RECOVERY BY NGS IS ADEQUATE WITH THE
 BJ0936'FOLLOWING CORRECTION.  CHANGE REFERENCE FROM JUNCTION TO INTERSECTION.
 BJ0936
 BJ0936                          STATION RECOVERY (1992)
 BJ0936
 BJ0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ0936'IN HAMMOND, AT THE INTERSECTION OF WEST THOMAS STREET AND NORTHWEST
 BJ0936'RAILROAD AVENUE, 35.1 M (115.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 BJ0936'OF THE POST OFFICE, 9.4 M (30.8 FT) NORTHWEST OF THE CENTERLINE OF
 BJ0936'THE STREET, 9.1 M (29.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BJ0936'AVENUE, 2.2 M (7.2 FT) WEST OF A UTILITY LIGHT POLE, 0.3 M (1.0 FT)
 BJ0936'NORTHEAST OF THE NORTHWEST CORNER OF A FOOTING FOR A UTILITY LIGHT
 BJ0936'POLE WITH A TRAFFIC SIGNAL CONTROL BOX ATTACHED, AND THE MONUMENT IS
 BJ0936'SURROUNDED BY AND IS RECESSED 0.04 M (0.13 FT) BELOW THE LEVEL OF A
 BJ0936'PARKING LOT.  A 3 METER (9.8 FT) LEVEL ROD WILL NO LONGER REST OF THE
 BJ0936'MARK.
 BJ0936
 BJ0936                          STATION RECOVERY (2006)
 BJ0936
 BJ0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1293 ***********************************************************************
 BJ1293  DESIGNATION -  1106 LAGS
 BJ1293  PID         -  BJ1293
 BJ1293  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1293  USGS QUAD   -  HAMMOND (1994)
 BJ1293
 BJ1293                         *CURRENT SURVEY CONTROL
 BJ1293  ___________________________________________________________________
 BJ1293* NAD 83(1986)-  30 30 41.     (N)    090 25 18.     (W)     SCALED    
 BJ1293* NAVD 88     -        11.93   (+/-2cm)      39.1    (feet)  VERTCON   
 BJ1293  ___________________________________________________________________
 BJ1293  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ1293
 BJ1293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1293
 BJ1293.The horizontal coordinates were scaled from a topographic map and have
 BJ1293.an estimated accuracy of +/- 6 seconds.
 BJ1293
 BJ1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1293.The vertical order pertains to the NGVD 29 superseded value.
 BJ1293
 BJ1293.The geoid height was determined by GEOID03.
 BJ1293
 BJ1293;                    North         East    Units  Estimated Accuracy
 BJ1293;SPC LA S     -   223,300.    1,087,510.      MT  (+/- 180 meters Scaled)
 BJ1293
 BJ1293                          SUPERSEDED SURVEY CONTROL
 BJ1293
 BJ1293  NGVD 29 (??/??/??)   11.926  (m)           39.13   (f) ADJUSTED    2 0
 BJ1293
 BJ1293.Superseded values are not recommended for survey control.
 BJ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1293.See file dsdata.txt to determine how the superseded data were derived.
 BJ1293
 BJ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP474782(NAD 83)
 BJ1293_MARKER: Z = SEE DESCRIPTION
 BJ1293_SETTING: 0 = UNSPECIFIED SETTING
 BJ1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1293
 BJ1293  HISTORY     - Date     Condition        Report By
 BJ1293  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1293  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1293
 BJ1293                          STATION DESCRIPTION
 BJ1293
 BJ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1293'2.7 MI E FROM HAMMOND.
 BJ1293'2.7 MILES EAST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 BJ1293'HAMMOND, TANGIPAHOA PARISH.  NOTE-- NO FURTHER DESCRIPTION FOR THIS
 BJ1293'MARK IS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2340 ***********************************************************************
 BJ2340  DESIGNATION -  111
 BJ2340  PID         -  BJ2340
 BJ2340  STATE/COUNTY-  LA/ST MARTIN
 BJ2340  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2340
 BJ2340                         *CURRENT SURVEY CONTROL
 BJ2340  ___________________________________________________________________
 BJ2340* NAD 83(1986)-  30 23 56.     (N)    091 40 35.     (W)     SCALED    
 BJ2340* NAVD 88     -         9.08   (+/-2cm)      29.8    (feet)  VERTCON   
 BJ2340  ___________________________________________________________________
 BJ2340  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2340
 BJ2340  VERT ORDER  -  ? (See Below)
 BJ2340
 BJ2340.The horizontal coordinates were scaled from a topographic map and have
 BJ2340.an estimated accuracy of +/- 6 seconds.
 BJ2340
 BJ2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2340.The vertical order pertains to the NGVD 29 superseded value.
 BJ2340
 BJ2340.The geoid height was determined by GEOID03.
 BJ2340
 BJ2340;                    North         East    Units  Estimated Accuracy
 BJ2340;SPC LA S     -   210,530.      967,040.      MT  (+/- 180 meters Scaled)
 BJ2340
 BJ2340                          SUPERSEDED SURVEY CONTROL
 BJ2340
 BJ2340  NGVD 29 (??/??/??)    9.093  (m)           29.83   (f) ADJUSTED    ?  
 BJ2340
 BJ2340.Superseded values are not recommended for survey control.
 BJ2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2340.See file dsdata.txt to determine how the superseded data were derived.
 BJ2340
 BJ2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP271637(NAD 83)
 BJ2340_MARKER: S = SPIKE
 BJ2340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2340_SP_SET: TREE
 BJ2340_STAMPING: PRE B.M. 111 1933
 BJ2340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2340
 BJ2340  HISTORY     - Date     Condition        Report By
 BJ2340  HISTORY     - 1933     MONUMENTED       DOD
 BJ2340  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2340
 BJ2340                          STATION DESCRIPTION
 BJ2340
 BJ2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2340'4.5 MI NE FROM EAST ATCHAFALAYA.
 BJ2340'4-1/2 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM
 BJ2340'THE POST OFFICE AT EAST ATCHAFALAYA, SAINT MARTIN PARISH, ABOUT 400
 BJ2340'FEET BACK OF THE TOP OF THE BANK OF THE RIVER, ABOUT 110 FEET BACK OF
 BJ2340'THE TOP OF THE EAST BANK OF ALABAMA BAYOU, AT A 10-INCH WILLOW TREE
 BJ2340'WITH A BRASS PLATE STAMPED PRE B.M. 111 1933 IN THE DIAMOND BLAZE ON
 BJ2340'THE LANDSIDE OF THE TREE, AND ABOUT 2-1/2 FEET HIGHER THAN THE GROUND.
 BJ2340'A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1289 ***********************************************************************
 BJ1289  DESIGNATION -  1110 LAGS
 BJ1289  PID         -  BJ1289
 BJ1289  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1289  USGS QUAD   -  ROBERT (1974)
 BJ1289
 BJ1289                         *CURRENT SURVEY CONTROL
 BJ1289  ___________________________________________________________________
 BJ1289* NAD 83(1986)-  30 30 22.     (N)    090 21 31.     (W)     SCALED    
 BJ1289* NAVD 88     -         9.46   (+/-2cm)      31.0    (feet)  VERTCON   
 BJ1289  ___________________________________________________________________
 BJ1289  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ1289
 BJ1289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1289
 BJ1289.The horizontal coordinates were scaled from a topographic map and have
 BJ1289.an estimated accuracy of +/- 6 seconds.
 BJ1289
 BJ1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1289.The vertical order pertains to the NGVD 29 superseded value.
 BJ1289
 BJ1289.The geoid height was determined by GEOID03.
 BJ1289
 BJ1289;                    North         East    Units  Estimated Accuracy
 BJ1289;SPC LA S     -   222,770.    1,093,560.      MT  (+/- 180 meters Scaled)
 BJ1289
 BJ1289                          SUPERSEDED SURVEY CONTROL
 BJ1289
 BJ1289  NGVD 29 (??/??/??)    9.461  (m)           31.04   (f) ADJUSTED    2 0
 BJ1289
 BJ1289.Superseded values are not recommended for survey control.
 BJ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1289.See file dsdata.txt to determine how the superseded data were derived.
 BJ1289
 BJ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP534778(NAD 83)
 BJ1289_MARKER: DD = SURVEY DISK
 BJ1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1289_STAMPING: 1110 31
 BJ1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1289+STABILITY: SURFACE MOTION
 BJ1289
 BJ1289  HISTORY     - Date     Condition        Report By
 BJ1289  HISTORY     - UNK      MONUMENTED       CGS
 BJ1289  HISTORY     - 1955     GOOD             CGS
 BJ1289
 BJ1289                          STATION DESCRIPTION
 BJ1289
 BJ1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1289'1 MI W FROM ROBERTS.
 BJ1289'LOCATED 1 MILE WEST ALONG THE GAYLORD CONTAINER CORP. RAILROAD FROM
 BJ1289'ROBERTS, 790 FEET EAST OF THE EAST END OF THE STEEL TRESTLE OVER THE
 BJ1289'TANGIPAHOA RIVER, AT ABOUT THE CENTER OF THE OLD COVINGTON HIGHWAY,
 BJ1289'23.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 22 FEET SOUTHWEST OF
 BJ1289'THE SOUTHWEST CORNER OF A 50 FOOT WOODEN TRESTLE (FIRST TRESTLE EAST
 BJ1289'OF THE TANGIPAHOA RIVER) AND 24 FEET EAST-NORTHEAST OF POLE NO. 2020
 BJ1289'WHICH IS ALSO NUMBERED 1293 ON THE NORTH SIDE.  IT IS A STANDARD USC
 BJ1289'AND GS AND STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 BJ1289'PROJECTING 2 INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1288 ***********************************************************************
 BJ1288  DESIGNATION -  1111 LAGS
 BJ1288  PID         -  BJ1288
 BJ1288  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1288  USGS QUAD   -  ROBERT (1974)
 BJ1288
 BJ1288                         *CURRENT SURVEY CONTROL
 BJ1288  ___________________________________________________________________
 BJ1288* NAD 83(1986)-  30 30 19.     (N)    090 20 38.     (W)     SCALED    
 BJ1288* NAVD 88     -         8.98   (+/-2cm)      29.5    (feet)  VERTCON   
 BJ1288  ___________________________________________________________________
 BJ1288  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1288
 BJ1288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1288
 BJ1288.The horizontal coordinates were scaled from a topographic map and have
 BJ1288.an estimated accuracy of +/- 6 seconds.
 BJ1288
 BJ1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1288.The vertical order pertains to the NGVD 29 superseded value.
 BJ1288
 BJ1288.The geoid height was determined by GEOID03.
 BJ1288
 BJ1288;                    North         East    Units  Estimated Accuracy
 BJ1288;SPC LA S     -   222,690.    1,094,980.      MT  (+/- 180 meters Scaled)
 BJ1288
 BJ1288                          SUPERSEDED SURVEY CONTROL
 BJ1288
 BJ1288  NGVD 29 (??/??/??)    8.987  (m)           29.48   (f) ADJUSTED    2 0
 BJ1288
 BJ1288.Superseded values are not recommended for survey control.
 BJ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1288.See file dsdata.txt to determine how the superseded data were derived.
 BJ1288
 BJ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP549777(NAD 83)
 BJ1288_MARKER: DD = SURVEY DISK
 BJ1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1288_STAMPING: 1111
 BJ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1288+STABILITY: SURFACE MOTION
 BJ1288
 BJ1288  HISTORY     - Date     Condition        Report By
 BJ1288  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1288  HISTORY     - 1955     GOOD             CGS
 BJ1288  HISTORY     - 20060417 MARK NOT FOUND   NGS
 BJ1288
 BJ1288                          STATION DESCRIPTION
 BJ1288
 BJ1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1288'IN ROBERTS.
 BJ1288'AT ROBERT, TANGIPAHOA PARISH, 65 FEET WEST OF THE YAZOO AND
 BJ1288'MISSISSIPPI VALLEY RAILROAD FREIGHT STATION, ABOUT 250 FEET SOUTH OF
 BJ1288'THE CENTERLINE OF U. S. HIGHWAY 190, 17 FEET WEST OF THE CENTERLINE OF
 BJ1288'STATE HIGHWAY 407, AND 26 FEET SOUTH OF THE CENTERLINE OF THE TRACK. A
 BJ1288'STATE SURVEY STANDARD DISK, STAMPED 1111 AND SET IN THE TOP OF A
 BJ1288'CONCRETE POST.
 BJ1288
 BJ1288                          STATION RECOVERY (2006)
 BJ1288
 BJ1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1288'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2347 ***********************************************************************
 BJ2347  DESIGNATION -  112
 BJ2347  PID         -  BJ2347
 BJ2347  STATE/COUNTY-  LA/ST MARTIN
 BJ2347  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2347
 BJ2347                         *CURRENT SURVEY CONTROL
 BJ2347  ___________________________________________________________________
 BJ2347* NAD 83(1986)-  30 22 59.     (N)    091 41 14.     (W)     SCALED    
 BJ2347* NAVD 88     -         8.10   (+/-2cm)      26.6    (feet)  VERTCON   
 BJ2347  ___________________________________________________________________
 BJ2347  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2347
 BJ2347  VERT ORDER  -  ? (See Below)
 BJ2347
 BJ2347.The horizontal coordinates were scaled from a topographic map and have
 BJ2347.an estimated accuracy of +/- 6 seconds.
 BJ2347
 BJ2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2347.The vertical order pertains to the NGVD 29 superseded value.
 BJ2347
 BJ2347.The geoid height was determined by GEOID03.
 BJ2347
 BJ2347;                    North         East    Units  Estimated Accuracy
 BJ2347;SPC LA S     -   208,780.      965,990.      MT  (+/- 180 meters Scaled)
 BJ2347
 BJ2347                          SUPERSEDED SURVEY CONTROL
 BJ2347
 BJ2347  NGVD 29 (??/??/??)    8.110  (m)           26.61   (f) ADJUSTED    ?  
 BJ2347
 BJ2347.Superseded values are not recommended for survey control.
 BJ2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2347.See file dsdata.txt to determine how the superseded data were derived.
 BJ2347
 BJ2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP261619(NAD 83)
 BJ2347_MARKER: S = SPIKE
 BJ2347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2347_SP_SET: TREE
 BJ2347_STAMPING: PRE B.M. 112 1933
 BJ2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2347
 BJ2347  HISTORY     - Date     Condition        Report By
 BJ2347  HISTORY     - 1933     MONUMENTED       DOD
 BJ2347
 BJ2347                          STATION DESCRIPTION
 BJ2347
 BJ2347'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2347'3.3 MI NE FROM ATCHAFALAYA.
 BJ2347'3.3 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2347'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2347'SAINT MARTIN PARISH, ABOUT 1-1/4 MILES SOUTH OF THE HEAD OF ALABAMA
 BJ2347'BAYOU, ABOUT 3/4 MILE SOUTH AND ON THE OPPOSITE BANK FROM THE CORBERT
 BJ2347'SAVOY RESIDENCE, 1 FOOT FROM SURVEY STATION 2938+00, 110 FEET BACK OF
 BJ2347'THE TOP OF THE RIVER BANK, AT A 15-INCH WILLOW TREE WITH A BRASS PLATE
 BJ2347'STAMPED PRE B.M. 112 1933, IN THE DIAMOND BLAZE ON THE RIVERSIDE OF
 BJ2347'THE TREE, AND ABOUT 1 FOOT HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0918 ***********************************************************************
 BX0918  DESIGNATION -  1123 LAGS
 BX0918  PID         -  BX0918
 BX0918  STATE/COUNTY-  LA/RAPIDES
 BX0918  USGS QUAD   -  ALEXANDRIA (1992)
 BX0918
 BX0918                         *CURRENT SURVEY CONTROL
 BX0918  ___________________________________________________________________
 BX0918* NAD 83(1986)-  31 17 21.     (N)    092 27 07.     (W)     SCALED    
 BX0918* NAVD 88     -        23.257  (meters)      76.30   (feet)  ADJUSTED  
 BX0918  ___________________________________________________________________
 BX0918  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX0918  DYNAMIC HT  -          23.228 (meters)      76.21  (feet)  COMP
 BX0918  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 BX0918
 BX0918  VERT ORDER  -  FIRST     CLASS I
 BX0918
 BX0918.The horizontal coordinates were scaled from a topographic map and have
 BX0918.an estimated accuracy of +/- 6 seconds.
 BX0918
 BX0918.The orthometric height was determined by differential leveling
 BX0918.and adjusted by the National Geodetic Survey in February 1994..
 BX0918
 BX0918.The geoid height was determined by GEOID03.
 BX0918
 BX0918.The dynamic height is computed by dividing the NAVD 88
 BX0918.geopotential number by the normal gravity value computed on the
 BX0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0918.degrees latitude (g = 980.6199 gals.).
 BX0918
 BX0918.The modeled gravity was interpolated from observed gravity values.
 BX0918
 BX0918;                    North         East    Units  Estimated Accuracy
 BX0918;SPC LA N     -    87,500.    1,004,580.      MT  (+/- 180 meters Scaled)
 BX0918
 BX0918                          SUPERSEDED SURVEY CONTROL
 BX0918
 BX0918  NAVD 88 (06/15/91)   23.256  (m)           76.30   (f) UNKNOWN     1 1
 BX0918  NGVD 29 (??/??/??)   23.245  (m)           76.26   (f) ADJUSTED    1 1
 BX0918
 BX0918.Superseded values are not recommended for survey control.
 BX0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0918.See file dsdata.txt to determine how the superseded data were derived.
 BX0918
 BX0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ521617(NAD 83)
 BX0918_MARKER: DD = SURVEY DISK
 BX0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0918+STABILITY: SURFACE MOTION
 BX0918
 BX0918  HISTORY     - Date     Condition        Report By
 BX0918  HISTORY     - UNK      MONUMENTED       LA0040
 BX0918  HISTORY     - 1970     GOOD             NGS
 BX0918  HISTORY     - 1977     GOOD             NGS
 BX0918
 BX0918                          STATION DESCRIPTION
 BX0918
 BX0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0918'1.85 MI S FROM ALEXANDRIA.
 BX0918'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0918'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0918'RAILWAY, THENCE 1.15 MILES SOUTH ALONG LEE STREET, 0.25 MILE SOUTH OF
 BX0918'FIRE STATION NUMBER 4, 21 FEET WEST OF THE CENTER LINE OF LEE STREET,
 BX0918'25 FEET NORTH OF THE CENTER LINE OF SYLVESTER DRIVE WHICH LEADS WEST,
 BX0918'33 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF A STEEL GATE IN A CATCH
 BX0918'BASIN, 8 FEET SOUTH OF THE EXTENDED CENTER LINE OF WATSON STREET WHICH
 BX0918'LEADS SOUTH, ABOUT 1/2 FOOT ABOVE THE LEVEL OF LEE STREET, AND SET IN
 BX0918'THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 BX0918'GROUND.
 BX0918
 BX0918                          STATION RECOVERY (1977)
 BX0918
 BX0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2348 ***********************************************************************
 BJ2348  DESIGNATION -  113
 BJ2348  PID         -  BJ2348
 BJ2348  STATE/COUNTY-  LA/ST MARTIN
 BJ2348  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2348
 BJ2348                         *CURRENT SURVEY CONTROL
 BJ2348  ___________________________________________________________________
 BJ2348* NAD 83(1986)-  30 22 13.     (N)    091 41 50.     (W)     SCALED    
 BJ2348* NAVD 88     -         8.05   (+/-2cm)      26.4    (feet)  VERTCON   
 BJ2348  ___________________________________________________________________
 BJ2348  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2348
 BJ2348  VERT ORDER  -  ? (See Below)
 BJ2348
 BJ2348.The horizontal coordinates were scaled from a topographic map and have
 BJ2348.an estimated accuracy of +/- 6 seconds.
 BJ2348
 BJ2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2348.The vertical order pertains to the NGVD 29 superseded value.
 BJ2348
 BJ2348.The geoid height was determined by GEOID03.
 BJ2348
 BJ2348;                    North         East    Units  Estimated Accuracy
 BJ2348;SPC LA S     -   207,370.      965,020.      MT  (+/- 180 meters Scaled)
 BJ2348
 BJ2348                          SUPERSEDED SURVEY CONTROL
 BJ2348
 BJ2348  NGVD 29 (??/??/??)    8.061  (m)           26.45   (f) ADJUSTED    ?  
 BJ2348
 BJ2348.Superseded values are not recommended for survey control.
 BJ2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2348.See file dsdata.txt to determine how the superseded data were derived.
 BJ2348
 BJ2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP251605(NAD 83)
 BJ2348_MARKER: S = SPIKE
 BJ2348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2348_SP_SET: TREE
 BJ2348_STAMPING: PRE B.M. 113 1933
 BJ2348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2348
 BJ2348  HISTORY     - Date     Condition        Report By
 BJ2348  HISTORY     - 1933     MONUMENTED       DOD
 BJ2348
 BJ2348                          STATION DESCRIPTION
 BJ2348
 BJ2348'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2348'2.2 MI NE FROM ATCHAFALAYA.
 BJ2348'2.2 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2348'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2348'SAINT MARTIN PARISH, ABOUT 2 MILES SOUTH OF THE HEAD OF ALABAMA BAYOU,
 BJ2348'2 FEET FROM SURVEY STATION 3005+00, AT A 15-INCH WILLOW TREE WITH A
 BJ2348'BRASS PLATE STAMPED PRE B.M. 113 1933, IN THE DIAMOND BLAZE ON THE
 BJ2348'LANDSIDE OF THE TREE, AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND. A
 BJ2348'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2349 ***********************************************************************
 BJ2349  DESIGNATION -  113 A
 BJ2349  PID         -  BJ2349
 BJ2349  STATE/COUNTY-  LA/ST MARTIN
 BJ2349  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2349
 BJ2349                         *CURRENT SURVEY CONTROL
 BJ2349  ___________________________________________________________________
 BJ2349* NAD 83(1986)-  30 22 13.     (N)    091 41 50.     (W)     SCALED    
 BJ2349* NAVD 88     -        11.15   (+/-2cm)      36.6    (feet)  VERTCON   
 BJ2349  ___________________________________________________________________
 BJ2349  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2349
 BJ2349  VERT ORDER  -  ? (See Below)
 BJ2349
 BJ2349.The horizontal coordinates were scaled from a topographic map and have
 BJ2349.an estimated accuracy of +/- 6 seconds.
 BJ2349
 BJ2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2349.The vertical order pertains to the NGVD 29 superseded value.
 BJ2349
 BJ2349.The geoid height was determined by GEOID03.
 BJ2349
 BJ2349;                    North         East    Units  Estimated Accuracy
 BJ2349;SPC LA S     -   207,370.      965,020.      MT  (+/- 180 meters Scaled)
 BJ2349
 BJ2349                          SUPERSEDED SURVEY CONTROL
 BJ2349
 BJ2349  NGVD 29 (??/??/??)   11.159  (m)           36.61   (f) ADJUSTED    ?  
 BJ2349
 BJ2349.Superseded values are not recommended for survey control.
 BJ2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2349.See file dsdata.txt to determine how the superseded data were derived.
 BJ2349
 BJ2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP251605(NAD 83)
 BJ2349_MARKER: S = SPIKE
 BJ2349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2349_SP_SET: TREE
 BJ2349_STAMPING: PRE. B.M. 113 A 1933
 BJ2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2349
 BJ2349  HISTORY     - Date     Condition        Report By
 BJ2349  HISTORY     - 1933     MONUMENTED       DOD
 BJ2349
 BJ2349                          STATION DESCRIPTION
 BJ2349
 BJ2349'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2349'2.5 MI NE FROM ATCHAFALAYA CITY.
 BJ2349'2.2 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2349'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2349'SAINT MARTIN PARISH, 25 FEET SOUTH OF P.B.M. 113 (U.S.E.), DESCRIBED
 BJ2349'ABOVE, IN THE DIAMOND BLAZE OF AN 8-INCH CYPRESS TREE WITH A BRASS
 BJ2349'PLATE STAMPED PRE B.M. 113 A,1933, AND ABOUT 13 FEET HIGHER THAN THE
 BJ2349'GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1264 ***********************************************************************
 BK1264  DESIGNATION -  113.7 N
 BK1264  PID         -  BK1264
 BK1264  STATE/COUNTY-  LA/BEAUREGARD
 BK1264  USGS QUAD   -  DERIDDER (1994)
 BK1264
 BK1264                         *CURRENT SURVEY CONTROL
 BK1264  ___________________________________________________________________
 BK1264* NAD 83(1986)-  30 50 46.     (N)    093 17 09.     (W)     SCALED    
 BK1264* NAVD 88     -        61.997  (meters)     203.40   (feet)  ADJUSTED  
 BK1264  ___________________________________________________________________
 BK1264  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1264  DYNAMIC HT  -          61.919 (meters)     203.15  (feet)  COMP
 BK1264  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 BK1264
 BK1264  VERT ORDER  -  SECOND    CLASS 0
 BK1264
 BK1264.The horizontal coordinates were scaled from a topographic map and have
 BK1264.an estimated accuracy of +/- 6 seconds.
 BK1264
 BK1264.The orthometric height was determined by differential leveling
 BK1264.and adjusted by the National Geodetic Survey in February 1994..
 BK1264
 BK1264.The geoid height was determined by GEOID03.
 BK1264
 BK1264.The dynamic height is computed by dividing the NAVD 88
 BK1264.geopotential number by the normal gravity value computed on the
 BK1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1264.degrees latitude (g = 980.6199 gals.).
 BK1264
 BK1264.The modeled gravity was interpolated from observed gravity values.
 BK1264
 BK1264;                    North         East    Units  Estimated Accuracy
 BK1264;SPC LA S     -   261,650.      813,230.      MT  (+/- 180 meters Scaled)
 BK1264
 BK1264                          SUPERSEDED SURVEY CONTROL
 BK1264
 BK1264  NGVD 29 (??/??/??)   62.179  (m)          204.00   (f) ADJUSTED    2 0
 BK1264
 BK1264.Superseded values are not recommended for survey control.
 BK1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1264.See file dsdata.txt to determine how the superseded data were derived.
 BK1264
 BK1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ726125(NAD 83)
 BK1264_MARKER: DD = SURVEY DISK
 BK1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1264_SP_SET: CONCRETE POST
 BK1264_STAMPING: 113.7 N 1934
 BK1264_MARK LOGO: USGS  
 BK1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1264+STABILITY: SURFACE MOTION
 BK1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1264+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 BK1264
 BK1264  HISTORY     - Date     Condition        Report By
 BK1264  HISTORY     - 1934     MONUMENTED       USGS
 BK1264  HISTORY     - 1935     GOOD             CGS
 BK1264  HISTORY     - 19891010 GOOD             LADTD
 BK1264
 BK1264                          STATION DESCRIPTION
 BK1264
 BK1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1264'IN DE RIDDER.
 BK1264'AT DE RIDDER, BEAUREGARD PARISH, 125 FEET SOUTH OF THE SOUTHEAST
 BK1264'CORNER OF THE COUNTY COURTHOUSE, 50 FEET EAST OF THE CENTERLINE OF A
 BK1264'WALK LEADING TO THE SOUTH ENTRANCE, AND 43 FEET NORTH OF THE
 BK1264'CENTERLINE OF AN EAST AND WEST STREET.  A U. S. GEOLOGICAL SURVEY
 BK1264'STANDARD DISK, STAMPED 113.7 N 1934 AND SET IN THE TOP OF A CONCRETE
 BK1264'POST.
 BK1264
 BK1264                          STATION RECOVERY (1989)
 BK1264
 BK1264'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BK1264'THE STATION IS LOCATED IN DERIDDER, IN THE PARKING AREA ON THE SOUTH
 BK1264'SIDE OF THE COURTHOUSE.  OWNERSHIP--CITY OF DERIDDER.
 BK1264'THE STATION IS 22.1 M (72.5 FT) WEST FROM THE CENTER OF STEWART
 BK1264'STREET, 14.6 M (47.9 FT) EAST FROM THE CENTER OF THE DRIVE INTO THE
 BK1264'PARKING AREA, 10.8 M (35.4 FT) NORTH FROM THE CENTER OF WEST SECOND
 BK1264'STREET, 5.9 M (19.4 FT) EAST FROM A 61 CM (24 INCH) LIVE OAK TREE AND
 BK1264'0.76 M (2.49 FT) NORTH FROM THE NORTH EDGE OF THE SIDEWALK (AT AN
 BK1264'EXPANSION JOINT) ALONG WEST SECOND STREET.  STATION IS RECESSED 5 CM
 BK1264'(2 INCHES) BELOW THE GROUND AND LEVEL WITH WEST SECOND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2350 ***********************************************************************
 BJ2350  DESIGNATION -  114
 BJ2350  PID         -  BJ2350
 BJ2350  STATE/COUNTY-  LA/ST MARTIN
 BJ2350  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2350
 BJ2350                         *CURRENT SURVEY CONTROL
 BJ2350  ___________________________________________________________________
 BJ2350* NAD 83(1986)-  30 21 42.     (N)    091 42 39.     (W)     SCALED    
 BJ2350* NAVD 88     -         7.57   (+/-2cm)      24.8    (feet)  VERTCON   
 BJ2350  ___________________________________________________________________
 BJ2350  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2350
 BJ2350  VERT ORDER  -  ? (See Below)
 BJ2350
 BJ2350.The horizontal coordinates were scaled from a topographic map and have
 BJ2350.an estimated accuracy of +/- 6 seconds.
 BJ2350
 BJ2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2350.The vertical order pertains to the NGVD 29 superseded value.
 BJ2350
 BJ2350.The geoid height was determined by GEOID03.
 BJ2350
 BJ2350;                    North         East    Units  Estimated Accuracy
 BJ2350;SPC LA S     -   206,420.      963,710.      MT  (+/- 180 meters Scaled)
 BJ2350
 BJ2350                          SUPERSEDED SURVEY CONTROL
 BJ2350
 BJ2350  NGVD 29 (??/??/??)    7.575  (m)           24.85   (f) ADJUSTED    ?  
 BJ2350
 BJ2350.Superseded values are not recommended for survey control.
 BJ2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2350.See file dsdata.txt to determine how the superseded data were derived.
 BJ2350
 BJ2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP238595(NAD 83)
 BJ2350_MARKER: S = SPIKE
 BJ2350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2350_SP_SET: TREE
 BJ2350_STAMPING: PRE. B.M. 114 1933
 BJ2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2350
 BJ2350  HISTORY     - Date     Condition        Report By
 BJ2350  HISTORY     - 1933     MONUMENTED       DOD
 BJ2350  HISTORY     - 1938     MARK NOT FOUND   CGS
 BJ2350
 BJ2350                          STATION DESCRIPTION
 BJ2350
 BJ2350'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2350'1.0 MI NE FROM ATCHAFALAYA CITY.
 BJ2350'1.1 MILE NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2350'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2350'SAINT MARTIN PARISH, DIRECTLY ACROSS THE RIVER FROM THE MOUTH OF A
 BJ2350'SMALL BAYOU, 3 FEET FROM SURVEY STATION 3058+50, AT A 12-INCH WILLOW
 BJ2350'TREE WITH A BRASS PLATE STAMPED PRE B.M. 114,1933, IN A DIAMOND BLAZE
 BJ2350'ON THE LANDSIDE OF THE TREE, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 BJ2350'GROUND.  A SPIKE.
 BJ2350
 BJ2350                          STATION RECOVERY (1938)
 BJ2350
 BJ2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 BJ2350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2351 ***********************************************************************
 BJ2351  DESIGNATION -  114 A
 BJ2351  PID         -  BJ2351
 BJ2351  STATE/COUNTY-  LA/ST MARTIN
 BJ2351  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2351
 BJ2351                         *CURRENT SURVEY CONTROL
 BJ2351  ___________________________________________________________________
 BJ2351* NAD 83(1986)-  30 21 42.     (N)    091 42 39.     (W)     SCALED    
 BJ2351* NAVD 88     -        10.55   (+/-2cm)      34.6    (feet)  VERTCON   
 BJ2351  ___________________________________________________________________
 BJ2351  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2351
 BJ2351  VERT ORDER  -  ? (See Below)
 BJ2351
 BJ2351.The horizontal coordinates were scaled from a topographic map and have
 BJ2351.an estimated accuracy of +/- 6 seconds.
 BJ2351
 BJ2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2351.The vertical order pertains to the NGVD 29 superseded value.
 BJ2351
 BJ2351.The geoid height was determined by GEOID03.
 BJ2351
 BJ2351;                    North         East    Units  Estimated Accuracy
 BJ2351;SPC LA S     -   206,420.      963,710.      MT  (+/- 180 meters Scaled)
 BJ2351
 BJ2351                          SUPERSEDED SURVEY CONTROL
 BJ2351
 BJ2351  NGVD 29 (??/??/??)   10.553  (m)           34.62   (f) ADJUSTED    ?  
 BJ2351
 BJ2351.Superseded values are not recommended for survey control.
 BJ2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2351.See file dsdata.txt to determine how the superseded data were derived.
 BJ2351
 BJ2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP238595(NAD 83)
 BJ2351_MARKER: S = SPIKE
 BJ2351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2351_SP_SET: TREE
 BJ2351_STAMPING: PRE. B.M. 114 A 1933
 BJ2351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2351
 BJ2351  HISTORY     - Date     Condition        Report By
 BJ2351  HISTORY     - 1933     MONUMENTED       DOD
 BJ2351  HISTORY     - 1938     MARK NOT FOUND   CGS
 BJ2351
 BJ2351                          STATION DESCRIPTION
 BJ2351
 BJ2351'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2351'1.0 MI NE FROM ATCHAFALAYA CITY.
 BJ2351'1.1 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2351'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2351'SAINT MARTIN PARISH, DIRECTLY ACROSS THE RIVER FROM THE MOUTH OF A
 BJ2351'SMALL BAYOU, 3 FEET FROM SURVEY STATION 3058+50, AT A 12-INCH WILLOW
 BJ2351'TREE WITH A BRASS PLATE STAMPED PRE B.M. 114 A, 1933, IN A DIAMOND
 BJ2351'BLAZE ON THE LANDSIDE OF THE TREE, AND ABOUT 12 FEET HIGHER THAN THE
 BJ2351'GROUND.  A SPIKE.
 BJ2351
 BJ2351                          STATION RECOVERY (1938)
 BJ2351
 BJ2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 BJ2351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1573 ***********************************************************************
 CP1573  DESIGNATION -  114/4 BOLT
 CP1573  PID         -  CP1573
 CP1573  STATE/COUNTY-  LA/TENSAS
 CP1573  USGS QUAD   -  NEWELLTON (1994)
 CP1573
 CP1573                         *CURRENT SURVEY CONTROL
 CP1573  ___________________________________________________________________
 CP1573* NAD 83(1986)-  32 02 13.     (N)    091 08 13.     (W)     SCALED    
 CP1573* NAVD 88     -        20.13   (+/-2cm)      66.0    (feet)  VERTCON   
 CP1573  ___________________________________________________________________
 CP1573  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1573
 CP1573  VERT ORDER  -  ? (See Below)
 CP1573
 CP1573.The horizontal coordinates were scaled from a topographic map and have
 CP1573.an estimated accuracy of +/- 6 seconds.
 CP1573
 CP1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1573.The vertical order pertains to the NGVD 29 superseded value.
 CP1573
 CP1573.The geoid height was determined by GEOID03.
 CP1573
 CP1573;                    North         East    Units  Estimated Accuracy
 CP1573;SPC LA N     -   171,220.    1,128,730.      MT  (+/- 180 meters Scaled)
 CP1573
 CP1573                          SUPERSEDED SURVEY CONTROL
 CP1573
 CP1573  NGVD 29 (??/??/92)   20.146  (m)           66.10   (f) ADJ UNCH    ?  
 CP1573
 CP1573.Superseded values are not recommended for survey control.
 CP1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1573.See file dsdata.txt to determine how the superseded data were derived.
 CP1573
 CP1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR759460(NAD 83)
 CP1573_MARKER: B = BOLT
 CP1573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1573_SP_SET: TILE
 CP1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1573
 CP1573  HISTORY     - Date     Condition        Report By
 CP1573  HISTORY     - UNK      MONUMENTED       DOD
 CP1573  HISTORY     - 1934     GOOD             DOD
 CP1573  HISTORY     - 1963     GOOD             USGS
 CP1573
 CP1573                          STATION DESCRIPTION
 CP1573
 CP1573'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1573'3.25 MI NE FROM NEWELLTON.
 CP1573'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON. TILE
 CP1573'AND PIPE (NO CAP) ON RIGHT BANK OF MISSISSIPPI RIVER, IN TENSAS
 CP1573'PARISH, LA., ABOUT 200 METERS LAKESIDE FROM CENTER LINE OF LEVEE, 163
 CP1573'METERS LAKESIDE FROM CENTER LINE OF ROAD ALONG UPSTREAM BANK OF LAKE
 CP1573'ST. JOSEPH AT A POINT WHERE ROAD AND OLD AND NEW LEVEES JOIN, ABOUT 1
 CP1573'MILE UPSTREAM FROM P.B.M. HARD TIMES.  IN EDGE OF HEAVY TIMBER, 19.8
 CP1573'METERS LAKESIDE OF CULTIVATED FIELD.  A LONE 24 IN. PECAN STANDS 95
 CP1573'METERS RIVERSIDE IN FIELD.  TOP OF PIPE IS 24 IN. ABOVE GROUND. NOTE--
 CP1573'REF.- 12 IN. HACKBERRY 9.75 METERS RIVERSIDE.  28 IN. COTTONWOOD 25.36
 CP1573'METERS DOWNSTREAM AND LAKESIDE.  14 IN. LOCUST 8.26 METERS DOWNSTREAM.
 CP1573
 CP1573                          STATION RECOVERY (1963)
 CP1573
 CP1573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1572 ***********************************************************************
 CP1572  DESIGNATION -  114/4 CAP
 CP1572  PID         -  CP1572
 CP1572  STATE/COUNTY-  LA/TENSAS
 CP1572  USGS QUAD   -  NEWELLTON (1994)
 CP1572
 CP1572                         *CURRENT SURVEY CONTROL
 CP1572  ___________________________________________________________________
 CP1572* NAD 83(1986)-  32 02 13.     (N)    091 08 13.     (W)     SCALED    
 CP1572* NAVD 88     -        21.65   (+/-2cm)      71.0    (feet)  VERTCON   
 CP1572  ___________________________________________________________________
 CP1572  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1572
 CP1572  VERT ORDER  -  ? (See Below)
 CP1572
 CP1572.The horizontal coordinates were scaled from a topographic map and have
 CP1572.an estimated accuracy of +/- 6 seconds.
 CP1572
 CP1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1572.The vertical order pertains to the NGVD 29 superseded value.
 CP1572
 CP1572.The geoid height was determined by GEOID03.
 CP1572
 CP1572;                    North         East    Units  Estimated Accuracy
 CP1572;SPC LA N     -   171,220.    1,128,730.      MT  (+/- 180 meters Scaled)
 CP1572
 CP1572                          SUPERSEDED SURVEY CONTROL
 CP1572
 CP1572  NGVD 29 (??/??/92)   21.668  (m)           71.09   (f) ADJ UNCH    ?  
 CP1572
 CP1572.Superseded values are not recommended for survey control.
 CP1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1572.See file dsdata.txt to determine how the superseded data were derived.
 CP1572
 CP1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR759460(NAD 83)
 CP1572_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1572_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1572_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1572
 CP1572  HISTORY     - Date     Condition        Report By
 CP1572  HISTORY     - UNK      MONUMENTED       DOD
 CP1572  HISTORY     - 1934     GOOD             DOD
 CP1572  HISTORY     - 1963     GOOD             USGS
 CP1572
 CP1572                          STATION DESCRIPTION
 CP1572
 CP1572'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1572'3.25 MI NE FROM NEWELLTON.
 CP1572'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON TILE
 CP1572'AND PIPE (NO CAP) ON RIGHT BANK OF MISSISSIPPI RIVER, IN TENSAS
 CP1572'PARISH, LA., ABOUT 200 METERS LAKESIDE FROM CENTER LINE OF LEVEE, 163
 CP1572'METERS LAKESIDE FROM CENTER LINE OF ROAD ALONG UPSTREAM BANK OF LAKE
 CP1572'ST. JOSEPH AT A POINT WHERE ROAD AND OLD AND NEW LEVEES JOIN, ABOUT 1
 CP1572'MILE UPSTREAM FROM P.B.M. HARD TIMES.  IN EDGE OF HEAVY TIMBER, 19.8
 CP1572'METERS LAKESIDE OF CULTIVATED FIELD.  A LONE 24 IN. PECAN STANDS 95
 CP1572'METERS RIVERSIDE IN FIELD.  TOP OF PIPE IS 24 IN. ABOVE GROUND. NOTE--
 CP1572'REF.- 12 IN. HACKBERRY 9.75 METERS RIVERSIDE.  28 IN. COTTONWOOD 25.36
 CP1572'METERS DOWNSTREAM AND LAKESIDE.  14 IN. LOCUST 8.26 METERS DOWNSTREAM.
 CP1572
 CP1572                          STATION RECOVERY (1963)
 CP1572
 CP1572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1545 ***********************************************************************
 BX1545  DESIGNATION -  114.6 USGS
 BX1545  PID         -  BX1545
 BX1545  STATE/COUNTY-  LA/GRANT
 BX1545  USGS QUAD   -  PACKTON (1984)
 BX1545
 BX1545                         *CURRENT SURVEY CONTROL
 BX1545  ___________________________________________________________________
 BX1545* NAD 83(1986)-  31 47 03.     (N)    092 30 04.     (W)     SCALED    
 BX1545* NAVD 88     -        34.88   (+/-2cm)     114.4    (feet)  VERTCON   
 BX1545  ___________________________________________________________________
 BX1545  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1545
 BX1545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1545
 BX1545.The horizontal coordinates were scaled from a topographic map and have
 BX1545.an estimated accuracy of +/- 6 seconds.
 BX1545
 BX1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1545.The vertical order pertains to the NGVD 29 superseded value.
 BX1545
 BX1545.The geoid height was determined by GEOID03.
 BX1545
 BX1545;                    North         East    Units  Estimated Accuracy
 BX1545;SPC LA N     -   142,380.      999,900.      MT  (+/- 180 meters Scaled)
 BX1545
 BX1545                          SUPERSEDED SURVEY CONTROL
 BX1545
 BX1545  NGVD 29 (??/??/??)   34.895  (m)          114.48   (f) ADJUSTED    2 0
 BX1545
 BX1545.Superseded values are not recommended for survey control.
 BX1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1545.See file dsdata.txt to determine how the superseded data were derived.
 BX1545
 BX1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR472166(NAD 83)
 BX1545_MARKER: N = NAIL
 BX1545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1545_SP_SET: TREE
 BX1545_STAMPING: 114.6
 BX1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1545
 BX1545  HISTORY     - Date     Condition        Report By
 BX1545  HISTORY     - UNK      MONUMENTED       USGS
 BX1545  HISTORY     - 1934     GOOD             CGS
 BX1545  HISTORY     - 1949     MARK NOT FOUND   CGS
 BX1545
 BX1545                          STATION DESCRIPTION
 BX1545
 BX1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1545'4.8 MI E FROM PACKTON.
 BX1545'IN GRANT PARISH, ABOUT 4.8 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1545'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, ABOUT 0.8 MILE WEST
 BX1545'OF THE STATION AT ZION, ABOUT 50 FEET SOUTH OF A POINT ABOUT 75 FEET
 BX1545'WEST OF THE CENTER OF A CATTLE GUARD, 6 FEET SOUTH OF A FENCE, AND IN
 BX1545'THE NORTH ROOT OF A 24-INCH PINE TREE.  A UNITED STATES GEOLOGICAL
 BX1545'SURVEY STANDARD COPPER NAIL AND WASHER, MARKED 114.6.
 BX1545
 BX1545                          STATION RECOVERY (1949)
 BX1545
 BX1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BX1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2367 ***********************************************************************
 BJ2367  DESIGNATION -  115
 BJ2367  PID         -  BJ2367
 BJ2367  STATE/COUNTY-  LA/ST MARTIN
 BJ2367  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2367
 BJ2367                         *CURRENT SURVEY CONTROL
 BJ2367  ___________________________________________________________________
 BJ2367* NAD 83(1986)-  30 19 53.     (N)    091 41 27.     (W)     SCALED    
 BJ2367* NAVD 88     -         6.97   (+/-2cm)      22.9    (feet)  VERTCON   
 BJ2367  ___________________________________________________________________
 BJ2367  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2367
 BJ2367  VERT ORDER  -  ? (See Below)
 BJ2367
 BJ2367.The horizontal coordinates were scaled from a topographic map and have
 BJ2367.an estimated accuracy of +/- 6 seconds.
 BJ2367
 BJ2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2367.The vertical order pertains to the NGVD 29 superseded value.
 BJ2367
 BJ2367.The geoid height was determined by GEOID03.
 BJ2367
 BJ2367;                    North         East    Units  Estimated Accuracy
 BJ2367;SPC LA S     -   203,050.      965,620.      MT  (+/- 180 meters Scaled)
 BJ2367
 BJ2367                          SUPERSEDED SURVEY CONTROL
 BJ2367
 BJ2367  NGVD 29 (??/??/??)    6.976  (m)           22.89   (f) ADJUSTED    ?  
 BJ2367
 BJ2367.Superseded values are not recommended for survey control.
 BJ2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2367.See file dsdata.txt to determine how the superseded data were derived.
 BJ2367
 BJ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP258562(NAD 83)
 BJ2367_MARKER: S = SPIKE
 BJ2367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2367_SP_SET: TREE
 BJ2367_STAMPING: PRE. B.M. 115 1933
 BJ2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2367
 BJ2367  HISTORY     - Date     Condition        Report By
 BJ2367  HISTORY     - 1933     MONUMENTED       DOD
 BJ2367
 BJ2367                          STATION DESCRIPTION
 BJ2367
 BJ2367'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2367'2.0 MI SE FROM EAST ATCHAFALAYA.
 BJ2367'ABOUT 2.0 MILES SOUTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER
 BJ2367'FROM THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST
 BJ2367'ATCHAFALAYA, SAINT MARTIN PARISH, ABOUT 1/8 MILE NORTH OF THE HEAD OF
 BJ2367'BUTTE LA ROSE CUT-OFF, ABOUT 110 FEET BACK OF THE TOP OF THE BANK OF
 BJ2367'THE RIVER, 50 FEET SOUTH OF THE TOP OF THE BANK OF LITTLE BAYOU DES
 BJ2367'OURSE, 20 FEET NORTH OF THE AL DUPUIS RESIDENCE, AT A 10-INCH DOUBLE
 BJ2367'WILLOW TREE WITH A BRASS PLATE STAMPED PRE B.M. 115, 1933, IN THE
 BJ2367'DIAMOND BLAZE ON THE RIVERSIDE OF THE TREE, AND ABOUT 1-1/2 FEET
 BJ2367'HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2368 ***********************************************************************
 BJ2368  DESIGNATION -  115 A
 BJ2368  PID         -  BJ2368
 BJ2368  STATE/COUNTY-  LA/ST MARTIN
 BJ2368  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2368
 BJ2368                         *CURRENT SURVEY CONTROL
 BJ2368  ___________________________________________________________________
 BJ2368* NAD 83(1986)-  30 19 53.     (N)    091 41 27.     (W)     SCALED    
 BJ2368* NAVD 88     -        11.11   (+/-2cm)      36.5    (feet)  VERTCON   
 BJ2368  ___________________________________________________________________
 BJ2368  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2368
 BJ2368  VERT ORDER  -  ? (See Below)
 BJ2368
 BJ2368.The horizontal coordinates were scaled from a topographic map and have
 BJ2368.an estimated accuracy of +/- 6 seconds.
 BJ2368
 BJ2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2368.The vertical order pertains to the NGVD 29 superseded value.
 BJ2368
 BJ2368.The geoid height was determined by GEOID03.
 BJ2368
 BJ2368;                    North         East    Units  Estimated Accuracy
 BJ2368;SPC LA S     -   203,050.      965,620.      MT  (+/- 180 meters Scaled)
 BJ2368
 BJ2368                          SUPERSEDED SURVEY CONTROL
 BJ2368
 BJ2368  NGVD 29 (??/??/??)   11.112  (m)           36.46   (f) ADJUSTED    ?  
 BJ2368
 BJ2368.Superseded values are not recommended for survey control.
 BJ2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2368.See file dsdata.txt to determine how the superseded data were derived.
 BJ2368
 BJ2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP258562(NAD 83)
 BJ2368_MARKER: S = SPIKE
 BJ2368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2368_SP_SET: TREE
 BJ2368_STAMPING: PRE. B.M. 115 A 1933
 BJ2368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2368
 BJ2368  HISTORY     - Date     Condition        Report By
 BJ2368  HISTORY     - 1933     MONUMENTED       DOD
 BJ2368
 BJ2368                          STATION DESCRIPTION
 BJ2368
 BJ2368'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2368'2.0 MI SE FROM EAST ATCHAFALAYA.
 BJ2368'2.0 MILES SOUTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2368'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2368'SAINT MARTIN PARISH, 40 FEET BACK OF A POINT 10 FEET ABOVE P.B.M. 115
 BJ2368'(U.S.E.), DESCRIBED ABOVE, AT AN 18-INCH COTTONWOOD TREE, WITH A BRASS
 BJ2368'PLATE STAMPED PRE B.M. 115 A, 1933, IN A DIAMOND BLAZE ON THE
 BJ2368'RIVERSIDE OF THE TREE, AND ABOUT 13 FEET HIGHER THAN THE GROUND.  A
 BJ2368'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2369 ***********************************************************************
 BJ2369  DESIGNATION -  116
 BJ2369  PID         -  BJ2369
 BJ2369  STATE/COUNTY-  LA/ST MARTIN
 BJ2369  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2369
 BJ2369                         *CURRENT SURVEY CONTROL
 BJ2369  ___________________________________________________________________
 BJ2369* NAD 83(1986)-  30 19 28.     (N)    091 41 12.     (W)     SCALED    
 BJ2369* NAVD 88     -         7.10   (+/-2cm)      23.3    (feet)  VERTCON   
 BJ2369  ___________________________________________________________________
 BJ2369  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2369
 BJ2369  VERT ORDER  -  ? (See Below)
 BJ2369
 BJ2369.The horizontal coordinates were scaled from a topographic map and have
 BJ2369.an estimated accuracy of +/- 6 seconds.
 BJ2369
 BJ2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2369.The vertical order pertains to the NGVD 29 superseded value.
 BJ2369
 BJ2369.The geoid height was determined by GEOID03.
 BJ2369
 BJ2369;                    North         East    Units  Estimated Accuracy
 BJ2369;SPC LA S     -   202,280.      966,020.      MT  (+/- 180 meters Scaled)
 BJ2369
 BJ2369                          SUPERSEDED SURVEY CONTROL
 BJ2369
 BJ2369  NGVD 29 (??/??/??)    7.104  (m)           23.31   (f) ADJUSTED    ?  
 BJ2369
 BJ2369.Superseded values are not recommended for survey control.
 BJ2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2369.See file dsdata.txt to determine how the superseded data were derived.
 BJ2369
 BJ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP262554(NAD 83)
 BJ2369_MARKER: S = SPIKE
 BJ2369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2369_SP_SET: TREE
 BJ2369_STAMPING: PRE. B.M. 116 1933
 BJ2369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2369
 BJ2369  HISTORY     - Date     Condition        Report By
 BJ2369  HISTORY     - 1933     MONUMENTED       DOD
 BJ2369
 BJ2369                          STATION DESCRIPTION
 BJ2369
 BJ2369'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2369'2.6 MI SE FROM EAST ATCHAFALAYA.
 BJ2369'2.6 MILES SOUTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2369'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2369'SAINT MARTIN PARISH, ABOUT 3.0 MILES NORTH OF BUTTE LA ROSE, ABOUT 600
 BJ2369'FEET SOUTH OF THE JUNCTION OF BUTTE LA ROSE CUT-OFF, 150 FEET BACK OF
 BJ2369'THE TOP OF THE BANK OF THE RIVER, AT A 28-INCH WILLOW TREE WITH A
 BJ2369'BRASS PLATE STAMPED PRE B.M. 116, 1933, IN THE DIAMOND BLAZE ON THE
 BJ2369'RIVERSIDE OF THE TREE, AND ABOUT 2 FEET HIGHER THAN THE GROUND. A
 BJ2369'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2370 ***********************************************************************
 BJ2370  DESIGNATION -  116 A
 BJ2370  PID         -  BJ2370
 BJ2370  STATE/COUNTY-  LA/ST MARTIN
 BJ2370  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2370
 BJ2370                         *CURRENT SURVEY CONTROL
 BJ2370  ___________________________________________________________________
 BJ2370* NAD 83(1986)-  30 19 29.     (N)    091 41 12.     (W)     SCALED    
 BJ2370* NAVD 88     -        10.58   (+/-2cm)      34.7    (feet)  VERTCON   
 BJ2370  ___________________________________________________________________
 BJ2370  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2370
 BJ2370  VERT ORDER  -  ? (See Below)
 BJ2370
 BJ2370.The horizontal coordinates were scaled from a topographic map and have
 BJ2370.an estimated accuracy of +/- 6 seconds.
 BJ2370
 BJ2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2370.The vertical order pertains to the NGVD 29 superseded value.
 BJ2370
 BJ2370.The geoid height was determined by GEOID03.
 BJ2370
 BJ2370;                    North         East    Units  Estimated Accuracy
 BJ2370;SPC LA S     -   202,310.      966,020.      MT  (+/- 180 meters Scaled)
 BJ2370
 BJ2370                          SUPERSEDED SURVEY CONTROL
 BJ2370
 BJ2370  NGVD 29 (??/??/??)   10.587  (m)           34.73   (f) ADJUSTED    ?  
 BJ2370
 BJ2370.Superseded values are not recommended for survey control.
 BJ2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2370.See file dsdata.txt to determine how the superseded data were derived.
 BJ2370
 BJ2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP262554(NAD 83)
 BJ2370_MARKER: S = SPIKE
 BJ2370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2370_SP_SET: TREE
 BJ2370_STAMPING: PRE. B.M. 116 A 1933
 BJ2370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2370
 BJ2370  HISTORY     - Date     Condition        Report By
 BJ2370  HISTORY     - 1933     MONUMENTED       DOD
 BJ2370
 BJ2370                          STATION DESCRIPTION
 BJ2370
 BJ2370'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2370'2.6 MI SE FROM EAST ATCHAFALAYA.
 BJ2370'2.6 MILES SOUTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2370'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2370'SAINT MARTIN PARISH, ABOUT 3.0 MILES NORTH OF BUTTE LA ROSE, 75 FEET
 BJ2370'NORTH OF P.B.M. 116 (U.S.E.), DESCRIBED ABOVE, AT A 15-INCH CYPRESS
 BJ2370'TREE WITH A BRASS PLATE STAMPED PRE B.M. 116 A, 1933, IN THE DIAMOND
 BJ2370'BLAZE ON THE RIVERSIDE OF THE TREE, AND ABOUT 13 FEET HIGHER THAN THE
 BJ2370'GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2377 ***********************************************************************
 BJ2377  DESIGNATION -  117
 BJ2377  PID         -  BJ2377
 BJ2377  STATE/COUNTY-  LA/ST MARTIN
 BJ2377  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2377
 BJ2377                         *CURRENT SURVEY CONTROL
 BJ2377  ___________________________________________________________________
 BJ2377* NAD 83(1986)-  30 17 56.     (N)    091 41 08.     (W)     SCALED    
 BJ2377* NAVD 88     -         8.08   (+/-2cm)      26.5    (feet)  VERTCON   
 BJ2377  ___________________________________________________________________
 BJ2377  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ2377
 BJ2377  VERT ORDER  -  ? (See Below)
 BJ2377
 BJ2377.The horizontal coordinates were scaled from a topographic map and have
 BJ2377.an estimated accuracy of +/- 6 seconds.
 BJ2377
 BJ2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2377.The vertical order pertains to the NGVD 29 superseded value.
 BJ2377
 BJ2377.The geoid height was determined by GEOID03.
 BJ2377
 BJ2377;                    North         East    Units  Estimated Accuracy
 BJ2377;SPC LA S     -   199,450.      966,120.      MT  (+/- 180 meters Scaled)
 BJ2377
 BJ2377                          SUPERSEDED SURVEY CONTROL
 BJ2377
 BJ2377  NGVD 29 (??/??/??)    8.079  (m)           26.51   (f) ADJUSTED    ?  
 BJ2377
 BJ2377.Superseded values are not recommended for survey control.
 BJ2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2377.See file dsdata.txt to determine how the superseded data were derived.
 BJ2377
 BJ2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP263526(NAD 83)
 BJ2377_MARKER: S = SPIKE
 BJ2377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2377_SP_SET: TREE
 BJ2377_STAMPING: PRE B.M. 117 1933
 BJ2377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2377
 BJ2377  HISTORY     - Date     Condition        Report By
 BJ2377  HISTORY     - 1933     MONUMENTED       DOD
 BJ2377
 BJ2377                          STATION DESCRIPTION
 BJ2377
 BJ2377'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2377'1.2 MI N FROM BUTTE LA ROSE.
 BJ2377'1.2 MILES NORTH ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2377'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 160 FEET
 BJ2377'BACK OF THE TOP OF THE RIVER BANK, ABOUT 150 FEET NORTH OF THE
 BJ2377'TELESFORE AMY HOUSE, 25 FEET NORTH OF A FENCE, AT AN 18-INCH
 BJ2377'COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE B.M. 117, 1933, IN THE
 BJ2377'DIAMOND BLAZE ON THE UPPER RIVERSIDE OF THE TREE, AND ABOUT 5 FEET
 BJ2377'HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1468 ***********************************************************************
 BX1468  DESIGNATION -  117 USGS
 BX1468  PID         -  BX1468
 BX1468  STATE/COUNTY-  LA/WINN
 BX1468  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1468
 BX1468                         *CURRENT SURVEY CONTROL
 BX1468  ___________________________________________________________________
 BX1468* NAD 83(1986)-  31 55 16.     (N)    092 38 27.     (W)     SCALED    
 BX1468* NAVD 88     -        35.78   (+/-2cm)     117.4    (feet)  VERTCON   
 BX1468  ___________________________________________________________________
 BX1468  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1468
 BX1468  VERT ORDER  -  ? (See Below)
 BX1468
 BX1468.The horizontal coordinates were scaled from a topographic map and have
 BX1468.an estimated accuracy of +/- 6 seconds.
 BX1468
 BX1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1468.The vertical order pertains to the NGVD 29 superseded value.
 BX1468
 BX1468.The geoid height was determined by GEOID03.
 BX1468
 BX1468;                    North         East    Units  Estimated Accuracy
 BX1468;SPC LA N     -   157,570.      986,680.      MT  (+/- 180 meters Scaled)
 BX1468
 BX1468                          SUPERSEDED SURVEY CONTROL
 BX1468
 BX1468  NGVD 29 (??/??/??)   35.810  (m)          117.49   (f) ADJUSTED    ?  
 BX1468
 BX1468.Superseded values are not recommended for survey control.
 BX1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1468.See file dsdata.txt to determine how the superseded data were derived.
 BX1468
 BX1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR339317(NAD 83)
 BX1468_MARKER: P = PIPE CAP
 BX1468_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1468_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1468
 BX1468  HISTORY     - Date     Condition        Report By
 BX1468  HISTORY     - UNK      MONUMENTED       USGS
 BX1468  HISTORY     - 1949     MARK NOT FOUND   CGS
 BX1468
 BX1468                          STATION DESCRIPTION
 BX1468
 BX1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1468'IN WINNFIELD.
 BX1468'AT WINNFIELD, WINN PARISH, AND AT THE SOUTHWEST CORNER OF THE
 BX1468'ABANDONED LOUISIANA RAILWAY AND NAVIGATION CO STATION.  A USGS
 BX1468'STANDARD CAP STAMPED 168 AND RIVETED ON THE TOP OF A X 3 1/2 INCH IRON
 BX1468'PIPE.  NOTE-- THE LOUISIANA RAILWAY AND NAVIGATION COMPANY STATION HAS
 BX1468'BEEN MOVED AND THERE IS NOW A ROAD AT THE LOCATION WHERE THE MARK
 BX1468'SHOULD BE.  IT IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2391 ***********************************************************************
 BJ2391  DESIGNATION -  118
 BJ2391  PID         -  BJ2391
 BJ2391  STATE/COUNTY-  LA/ST MARTIN
 BJ2391  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2391
 BJ2391                         *CURRENT SURVEY CONTROL
 BJ2391  ___________________________________________________________________
 BJ2391* NAD 83(1986)-  30 17 38.     (N)    091 39 52.     (W)     SCALED    
 BJ2391* NAVD 88     -         6.68   (+/-2cm)      21.9    (feet)  VERTCON   
 BJ2391  ___________________________________________________________________
 BJ2391  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2391
 BJ2391  VERT ORDER  -  ? (See Below)
 BJ2391
 BJ2391.The horizontal coordinates were scaled from a topographic map and have
 BJ2391.an estimated accuracy of +/- 6 seconds.
 BJ2391
 BJ2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2391.The vertical order pertains to the NGVD 29 superseded value.
 BJ2391
 BJ2391.The geoid height was determined by GEOID03.
 BJ2391
 BJ2391;                    North         East    Units  Estimated Accuracy
 BJ2391;SPC LA S     -   198,890.      968,150.      MT  (+/- 180 meters Scaled)
 BJ2391
 BJ2391                          SUPERSEDED SURVEY CONTROL
 BJ2391
 BJ2391  NGVD 29 (??/??/??)    6.687  (m)           21.94   (f) ADJUSTED    ?  
 BJ2391
 BJ2391.Superseded values are not recommended for survey control.
 BJ2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2391.See file dsdata.txt to determine how the superseded data were derived.
 BJ2391
 BJ2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP284521(NAD 83)
 BJ2391_MARKER: S = SPIKE
 BJ2391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2391_SP_SET: TREE
 BJ2391_STAMPING: PRE. B.M. 118 1933
 BJ2391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2391
 BJ2391  HISTORY     - Date     Condition        Report By
 BJ2391  HISTORY     - 1933     MONUMENTED       DOD
 BJ2391
 BJ2391                          STATION DESCRIPTION
 BJ2391
 BJ2391'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2391'1.5 MI E FROM BUTTE LA ROSE.
 BJ2391'1.5 MILES EAST ALONG THE LEFT BANK OF UPPER GRAND RIVER FROM THE
 BJ2391'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, DIRECTLY ACROSS
 BJ2391'THE RIVER FROM A HOUSE ON THE WEST BANK OF THE RIVER, 50 FEET BACK OF
 BJ2391'THE TOP OF THE RIVER BANK, 40 FEET SOUTH OF A SLOUGH, AT A 10-INCH
 BJ2391'WILLOW TREE WITH A BRASS PLATE STAMPED PRE B.M. 118 1933, IN THE
 BJ2391'DIAMOND BLAZE ON THE LANDSIDE OF THE TREE, AND ABOUT 2-1/2 FEET HIGHER
 BJ2391'THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3949 ***********************************************************************
 BJ3949  DESIGNATION -  118 59
 BJ3949  PID         -  BJ3949
 BJ3949  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3949  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3949
 BJ3949                         *CURRENT SURVEY CONTROL
 BJ3949  ___________________________________________________________________
 BJ3949* NAD 83(1986)-  30 24 31.     (N)    091 04 04.     (W)     SCALED    
 BJ3949* NAVD 88     -        10.138  (meters)      33.26   (feet)  ADJUSTED  
 BJ3949  ___________________________________________________________________
 BJ3949  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3949  DYNAMIC HT  -          10.125 (meters)      33.22  (feet)  COMP
 BJ3949  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 BJ3949
 BJ3949  VERT ORDER  -  SECOND    CLASS II
 BJ3949
 BJ3949.The horizontal coordinates were scaled from a topographic map and have
 BJ3949.an estimated accuracy of +/- 6 seconds.
 BJ3949
 BJ3949.The orthometric height was determined by differential leveling
 BJ3949.and adjusted by the National Geodetic Survey in February 1994..
 BJ3949
 BJ3949.The geoid height was determined by GEOID03.
 BJ3949
 BJ3949.The dynamic height is computed by dividing the NAVD 88
 BJ3949.geopotential number by the normal gravity value computed on the
 BJ3949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3949.degrees latitude (g = 980.6199 gals.).
 BJ3949
 BJ3949.The modeled gravity was interpolated from observed gravity values.
 BJ3949
 BJ3949;                    North         East    Units  Estimated Accuracy
 BJ3949;SPC LA S     -   211,590.    1,025,520.      MT  (+/- 180 meters Scaled)
 BJ3949
 BJ3949                          SUPERSEDED SURVEY CONTROL
 BJ3949
 BJ3949.No superseded survey control is available for this station.
 BJ3949
 BJ3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP856656(NAD 83)
 BJ3949_MARKER: DB = BENCH MARK DISK
 BJ3949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3949_SP_SET: CONCRETE POST
 BJ3949_STAMPING: 118-59 1959
 BJ3949_MARK LOGO: LA-033
 BJ3949_PROJECTION: FLUSH
 BJ3949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3949+STABILITY: SURFACE MOTION
 BJ3949
 BJ3949  HISTORY     - Date     Condition        Report By
 BJ3949  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3949  HISTORY     - 1987     GOOD             LA-033
 BJ3949
 BJ3949                          STATION DESCRIPTION
 BJ3949
 BJ3949'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3949'IN BATON ROUGE.
 BJ3949'LOCATED SOUTH OF THE CITY OF BATON ROUGE ON JEFFERSON HIGHWAY AT
 BJ3949'AUBIN LANE, 12.5 METERS (41 FEET) WEST OF THE CENTER OF AUBIN LANE,
 BJ3949'9.0 METERS (29.5 FEET) NORTHEAST OF THE CENTERLINE OF JEFFERSON
 BJ3949'HIGHWAY AND 7.9 METERS (26 FEET) NORTHWEST OF A POWER POLE ON THE
 BJ3949'CORNER.
 BJ3949'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 BJ3949'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2395 ***********************************************************************
 BJ2395  DESIGNATION -  119
 BJ2395  PID         -  BJ2395
 BJ2395  STATE/COUNTY-  LA/ST MARTIN
 BJ2395  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2395
 BJ2395                         *CURRENT SURVEY CONTROL
 BJ2395  ___________________________________________________________________
 BJ2395* NAD 83(1986)-  30 17 51.     (N)    091 38 30.     (W)     SCALED    
 BJ2395* NAVD 88     -         5.97   (+/-2cm)      19.6    (feet)  VERTCON   
 BJ2395  ___________________________________________________________________
 BJ2395  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2395
 BJ2395  VERT ORDER  -  ? (See Below)
 BJ2395
 BJ2395.The horizontal coordinates were scaled from a topographic map and have
 BJ2395.an estimated accuracy of +/- 6 seconds.
 BJ2395
 BJ2395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2395.The vertical order pertains to the NGVD 29 superseded value.
 BJ2395
 BJ2395.The geoid height was determined by GEOID03.
 BJ2395
 BJ2395;                    North         East    Units  Estimated Accuracy
 BJ2395;SPC LA S     -   199,280.      970,340.      MT  (+/- 180 meters Scaled)
 BJ2395
 BJ2395                          SUPERSEDED SURVEY CONTROL
 BJ2395
 BJ2395  NGVD 29 (??/??/??)    5.978  (m)           19.61   (f) ADJUSTED    ?  
 BJ2395
 BJ2395.Superseded values are not recommended for survey control.
 BJ2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2395.See file dsdata.txt to determine how the superseded data were derived.
 BJ2395
 BJ2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP306525(NAD 83)
 BJ2395_MARKER: S = SPIKE
 BJ2395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2395_SP_SET: TREE
 BJ2395_STAMPING: PRE B.M. 119 1933
 BJ2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2395
 BJ2395  HISTORY     - Date     Condition        Report By
 BJ2395  HISTORY     - 1933     MONUMENTED       DOD
 BJ2395
 BJ2395                          STATION DESCRIPTION
 BJ2395
 BJ2395'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2395'3.0 MI E FROM BUTTE LA ROSE.
 BJ2395'3.0 MILES EAST ALONG THE LEFT BANK OF UPPER GRAND RIVER FROM THE
 BJ2395'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT SURVEY STATION
 BJ2395'176+50, OPPOSITE A POINT MADE BY THE CONFLUENCE OF THE LOWER END OF
 BJ2395'BUTTE LA ROSE CUT AND THE RIVER, 125 FEET BACK OF THE EAST BANK OF THE
 BJ2395'CUT, AT A 20-INCH CYPRESS TREE WITH A BRASS PLATE STAMPED PRE B.M.
 BJ2395'119, 1933, IN THE DIAMOND BLAZE ON THE LOWER LANDSIDE OF THE TREE, AND
 BJ2395'ABOUT 2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0042 ***********************************************************************
 BK0042  DESIGNATION -  119 R USGS
 BK0042  PID         -  BK0042
 BK0042  STATE/COUNTY-  LA/ST LANDRY
 BK0042  USGS QUAD   -  EUNICE NORTH (1983)
 BK0042
 BK0042                         *CURRENT SURVEY CONTROL
 BK0042  ___________________________________________________________________
 BK0042* NAD 83(1986)-  30 31 28.     (N)    092 22 54.     (W)     SCALED    
 BK0042* NAVD 88     -        15.65   (+/-2cm)      51.3    (feet)  VERTCON   
 BK0042  ___________________________________________________________________
 BK0042  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK0042
 BK0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0042
 BK0042.The horizontal coordinates were scaled from a topographic map and have
 BK0042.an estimated accuracy of +/- 6 seconds.
 BK0042
 BK0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0042.The vertical order pertains to the NGVD 29 superseded value.
 BK0042
 BK0042.The geoid height was determined by GEOID03.
 BK0042
 BK0042;                    North         East    Units  Estimated Accuracy
 BK0042;SPC LA S     -   224,860.      899,390.      MT  (+/- 180 meters Scaled)
 BK0042
 BK0042                          SUPERSEDED SURVEY CONTROL
 BK0042
 BK0042  NGVD 29 (??/??/??)   15.608  (m)           51.21   (f) ADJUSTED    2 0
 BK0042
 BK0042.Superseded values are not recommended for survey control.
 BK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0042.See file dsdata.txt to determine how the superseded data were derived.
 BK0042
 BK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP593770(NAD 83)
 BK0042_MARKER: DD = SURVEY DISK
 BK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0042_STAMPING: 119 R 1934
 BK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0042+STABILITY: SURFACE MOTION
 BK0042
 BK0042  HISTORY     - Date     Condition        Report By
 BK0042  HISTORY     - 1934     MONUMENTED       USGS
 BK0042
 BK0042                          STATION DESCRIPTION
 BK0042
 BK0042'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 BK0042'2.6 MI N FROM EUNICE.
 BK0042'2.6 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY (NOW ABANDONED)
 BK0042'FROM EUNICE, SAINT LANDRY PARISH, 12-1/4 POLES SOUTHWEST OF MILEPOST
 BK0042'33, AND 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 BK0042'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 119 R 1934 AND SET IN THE TOP
 BK0042'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3207 ***********************************************************************
 DH3207  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3207  DESIGNATION -  119+11.35=LMS 512
 DH3207  PID         -  DH3207
 DH3207  STATE/COUNTY-  LA/JEFFERSON
 DH3207  USGS QUAD   -  NEW ORLEANS WEST (1992)
 DH3207
 DH3207                         *CURRENT SURVEY CONTROL
 DH3207  ___________________________________________________________________
 DH3207* NAD 83(1992)-  29 57 40.86119(N)    090 14 32.96322(W)     ADJUSTED  
 DH3207* NAVD 88     -         7.80 **(meters)      25.6  **(feet)  GPS OBS(2004.65)
 DH3207  **This station is located in a subsidence area (see below).
 DH3207  ___________________________________________________________________
 DH3207  X           -     -23,405.861 (meters)                     COMP
 DH3207  Y           -  -5,530,332.228 (meters)                     COMP
 DH3207  Z           -   3,166,653.491 (meters)                     COMP
 DH3207  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DH3207  ELLIP HEIGHT-         -18.27  (meters)          (05/09/05) GPS OBS
 DH3207  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DH3207
 DH3207  HORZ ORDER  -  B
 DH3207  ELLP ORDER  -  FOURTH    CLASS II
 DH3207
 DH3207.The horizontal coordinates were established by GPS observations
 DH3207.and adjusted by the National Geodetic Survey in May 2005..
 DH3207
 DH3207 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3207 ** and geoid heights are valid at the date of observation. These heights
 DH3207 ** must always be validated when used as control.
 DH3207 ** The orthometric height was determined by GPS observations using
 DH3207 ** precise GPS observation and processing techniques and a new
 DH3207 ** realization of GEOID03. It supersedes the leveled height previously
 DH3207 ** determined for this station.
 DH3207 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3207 ** epoch indicated which incorporates improved geoid heights for the
 DH3207 ** Southern Louisiana Subsidence area.
 DH3207 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3207.The orthometric height was determined by GPS observations and a
 DH3207.high-resolution geoid model using precise GPS observation and
 DH3207.processing techniques.
 DH3207
 DH3207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3207
 DH3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3207
 DH3207.The ellipsoidal height was determined by GPS observations
 DH3207.and is referenced to NAD 83.
 DH3207
 DH3207.The geoid height was determined by GEOID03.
 DH3207
 DH3207;                    North         East     Units Scale Factor Converg.
 DH3207;SPC LA S     -   162,483.464 1,105,282.814   MT  0.99992598   +0 32 43.6
 DH3207;SPC LA S     -   533,081.16  3,626,248.70   sFT  0.99992598   +0 32 43.6
 DH3207;UTM  15      - 3,317,702.303   766,110.335   MT  1.00047379   +1 22 40.6
 DH3207
 DH3207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3207!SPC LA S     -   1.00000287  x   0.99992598  =   0.99992885
 DH3207!UTM  15      -   1.00000287  x   1.00047379  =   1.00047666
 DH3207
 DH3207                          SUPERSEDED SURVEY CONTROL
 DH3207
 DH3207.No superseded survey control is available for this station.
 DH3207
 DH3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6611017702(NAD 83)
 DH3207_MARKER: DD = SURVEY DISK
 DH3207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3207_STAMPING: LMS 512 1977
 DH3207_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3207+STABILITY: SURFACE MOTION
 DH3207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3207+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 DH3207
 DH3207  HISTORY     - Date     Condition        Report By
 DH3207  HISTORY     - UNK      MONUMENTED       USACE
 DH3207  HISTORY     - 20030109 GOOD             3001
 DH3207
 DH3207                          STATION DESCRIPTION
 DH3207
 DH3207'DESCRIBED BY 3001, INC 2003 (MH)
 DH3207'THE STATION IS LOCATED IN JEFFERSON PARISH, 4.0 MILES NORTHWEST OF
 DH3207'AVONDALE, 2.3 MILES  SOUTH AND ACROSS RIVER FROM KENNER, AND 4.7 MILES
 DH3207'NORTHWEST OF BRIDGE CITY, LA.
 DH3207' 
 DH3207'OWNERSHIP- WEST JEFFERSON LEVEE DISTRICT - COE NO DISTRICT
 DH3207' 
 DH3207'TO REACH THE STATION FROM THE INTERSECTION OF HWY 18 AND HWY 90 AT
 DH3207'AVONDALE, GO 6.0  MILES NORTHWEST ALONG HWY 18 AND MARK ON RIGHT ON
 DH3207'TOP OF LEVEE (LEVEE STA. 119 + 11.35)
 DH3207' 
 DH3207'THE STATION IS A 3 1/2 INCH ROUND COE BRASS CAP SET IN CONCRETE, 0.5
 DH3207'FEET BELOW GROUND  SURFACE, STAMPED LMS 512 1977, 1 FOOT NORTHEAST OF
 DH3207'EDGE OF ASPHALT PAVING ON LEVEE,  ABOUT 100 FEET NERTHEAST OF
 DH3207'CENTERLINE OF HWY 18, AND 11.7 FEET SOUTHWEST OF TOP EDGE  OF THE
 DH3207'CONCRETE SLOPE PAVING ALONG FLOODSIDE SLOPE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3213 ***********************************************************************
 DH3213  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3213  DESIGNATION -  1193 B
 DH3213  PID         -  DH3213
 DH3213  STATE/COUNTY-  LA/PLAQUEMINES
 DH3213  USGS QUAD   -  EMPIRE (1992)
 DH3213
 DH3213                         *CURRENT SURVEY CONTROL
 DH3213  ___________________________________________________________________
 DH3213* NAD 83(1992)-  29 23 20.47679(N)    089 35 47.21106(W)     ADJUSTED  
 DH3213* NAVD 88     -         3.89 **(meters)      12.8  **(feet)  GPS OBS(2004.65)
 DH3213  **This station is located in a subsidence area (see below).
 DH3213  ___________________________________________________________________
 DH3213  X           -      39,173.128 (meters)                     COMP
 DH3213  Y           -  -5,561,650.316 (meters)                     COMP
 DH3213  Z           -   3,111,532.471 (meters)                     COMP
 DH3213  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DH3213  ELLIP HEIGHT-         -20.30  (meters)          (05/09/05) GPS OBS
 DH3213  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 DH3213
 DH3213  HORZ ORDER  -  B
 DH3213  ELLP ORDER  -  FOURTH    CLASS II
 DH3213
 DH3213.The horizontal coordinates were established by GPS observations
 DH3213.and adjusted by the National Geodetic Survey in May 2005..
 DH3213
 DH3213 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3213 ** and geoid heights are valid at the date of observation. These heights
 DH3213 ** must always be validated when used as control.
 DH3213 ** The orthometric height was determined by GPS observations using
 DH3213 ** precise GPS observation and processing techniques and a new
 DH3213 ** realization of GEOID03. It supersedes the leveled height previously
 DH3213 ** determined for this station.
 DH3213 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3213 ** epoch indicated which incorporates improved geoid heights for the
 DH3213 ** Southern Louisiana Subsidence area.
 DH3213 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3213.The orthometric height was determined by GPS observations and a
 DH3213.high-resolution geoid model using precise GPS observation and
 DH3213.processing techniques.
 DH3213
 DH3213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3213
 DH3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3213
 DH3213.The ellipsoidal height was determined by GPS observations
 DH3213.and is referenced to NAD 83.
 DH3213
 DH3213.The geoid height was determined by GEOID03.
 DH3213
 DH3213;                    North         East     Units Scale Factor Converg.
 DH3213;SPC LA S     -    99,822.573 1,168,593.247   MT  0.99998235   +0 52 06.5
 DH3213;SPC LA S     -   327,501.22  3,833,959.68   sFT  0.99998235   +0 52 06.5
 DH3213;UTM  16      - 3,253,890.215   248,013.885   MT  1.00038358   -1 16 29.4
 DH3213
 DH3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3213!SPC LA S     -   1.00000319  x   0.99998235  =   0.99998554
 DH3213!UTM  16      -   1.00000319  x   1.00038358  =   1.00038677
 DH3213
 DH3213                          SUPERSEDED SURVEY CONTROL
 DH3213
 DH3213.No superseded survey control is available for this station.
 DH3213
 DH3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4801453890(NAD 83)
 DH3213_MARKER: DD = SURVEY DISK
 DH3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3213_STAMPING: 1193B 1996
 DH3213_PROJECTION: FLUSH
 DH3213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3213+STABILITY: SURFACE MOTION
 DH3213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3213+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2005
 DH3213
 DH3213  HISTORY     - Date     Condition        Report By
 DH3213  HISTORY     - UNK      MONUMENTED       NOS
 DH3213  HISTORY     - 20030711 GOOD             3001
 DH3213  HISTORY     - 20050910 GOOD             JCLS
 DH3213
 DH3213                          STATION DESCRIPTION
 DH3213
 DH3213'DESCRIBED BY 3001, INC 2003 (MH)
 DH3213'THE STATION IS LOCATED IN PLAQUEMINES PARISH AT EMPIRE, LA AT THE
 DH3213'EMPIRE LOCKS (COE) ABOUT  5.0 MILES MORTHWEST OF BURAS, LA AND 8.7
 DH3213'MILES SOUTHEAST  OF PORT SULPHUR, LA
 DH3213' 
 DH3213'OWNERSHIP- COE
 DH3213' 
 DH3213'TO REACH THE STATION FROM THE INTRESECTION OF LA 11 AND LOCKS RD IN
 DH3213'EMPIRE, LA JUST  SOUTHWEST OF LOCKS, GO NORTHEAST ABOUT 500' TO EMPIRE
 DH3213'LOCKS GATE AND ENTER THRUOGH GATE TO THE NORTHEAST CORNER END OF LOCKS
 DH3213'AND MARK.
 DH3213' 
 DH3213'THE STATION IS NATIONAL OCEAN SERVICE DISK, STAMPED 1193B 1996 SET ON
 DH3213'THE NORTH SIDE OF  LOCKS ON TOP OF THE NORTHEAST END OF CONCRETE LOCK
 DH3213'WALL NEAR LOCK GATES AND LEVEE SHEETPILING CROSSING SET FLUSH IN TOP
 DH3213'OF CONCRETE 3' SOUTHEAST OF A SOLAR  PANEL BOX POLE.
 DH3213
 DH3213                          STATION RECOVERY (2005)
 DH3213
 DH3213'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 DH3213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2662 ***********************************************************************
 BJ2662  DESIGNATION -  12
 BJ2662  PID         -  BJ2662
 BJ2662  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2662  USGS QUAD   -  MELVILLE (1994)
 BJ2662
 BJ2662                         *CURRENT SURVEY CONTROL
 BJ2662  ___________________________________________________________________
 BJ2662* NAD 83(1986)-  30 39 08.     (N)    091 44 23.     (W)     SCALED    
 BJ2662* NAVD 88     -         8.88   (+/-2cm)      29.1    (feet)  VERTCON   
 BJ2662  ___________________________________________________________________
 BJ2662  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ2662
 BJ2662  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2662
 BJ2662.The horizontal coordinates were scaled from a topographic map and have
 BJ2662.an estimated accuracy of +/- 6 seconds.
 BJ2662
 BJ2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2662.The vertical order pertains to the NGVD 29 superseded value.
 BJ2662
 BJ2662.The geoid height was determined by GEOID03.
 BJ2662
 BJ2662;                    North         East    Units  Estimated Accuracy
 BJ2662;SPC LA S     -   238,640.      961,050.      MT  (+/- 180 meters Scaled)
 BJ2662
 BJ2662                          SUPERSEDED SURVEY CONTROL
 BJ2662
 BJ2662  NGVD 29 (??/??/??)    8.891  (m)           29.17   (f) ADJUSTED    1 2
 BJ2662
 BJ2662.Superseded values are not recommended for survey control.
 BJ2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2662.See file dsdata.txt to determine how the superseded data were derived.
 BJ2662
 BJ2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP207917(NAD 83)
 BJ2662_MARKER: P = PIPE CAP
 BJ2662_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2662_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2662_STAMPING: 12
 BJ2662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2662
 BJ2662  HISTORY     - Date     Condition        Report By
 BJ2662  HISTORY     - UNK      MONUMENTED       DOD
 BJ2662  HISTORY     - 1966     GOOD             CGS
 BJ2662
 BJ2662                          STATION DESCRIPTION
 BJ2662
 BJ2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2662'3.65 MI SE FROM MELVILLE.
 BJ2662'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2662'STATION AT MELVILLE, THENCE 3.15 MILES SOUTH ALONG A LEVEE AND A
 BJ2662'GRAVELED ROAD, IN SECTION 6, T 5 S, R 7 E, 164 FEET EAST OF THE CENTER
 BJ2662'LINE OF THE TOP OF THE LEVEE, 59 FEET EAST OF THE CENTER LINE OF THE
 BJ2662'GRAVELED ROAD, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 BJ2662'ABOVE THE LEVEL OF THE ROAD, A U. S. ENGINEERS CAP ON THE TOP OF A
 BJ2662'3-INCH IRON PIPE WHICH PROJECTS 2 FEET.  NOTE-- THE PIPE IS BADLY
 BJ2662'RUSTED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4092 ***********************************************************************
 BJ4092  DESIGNATION -  12 87
 BJ4092  PID         -  BJ4092
 BJ4092  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4092  USGS QUAD   -  ST GABRIEL (1995)
 BJ4092
 BJ4092                         *CURRENT SURVEY CONTROL
 BJ4092  ___________________________________________________________________
 BJ4092* NAD 83(1986)-  30 20 37.     (N)    091 04 08.     (W)     SCALED    
 BJ4092* NAVD 88     -         3.178  (meters)      10.43   (feet)  ADJUSTED  
 BJ4092  ___________________________________________________________________
 BJ4092  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4092  DYNAMIC HT  -           3.174 (meters)      10.41  (feet)  COMP
 BJ4092  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 BJ4092
 BJ4092  VERT ORDER  -  SECOND    CLASS II
 BJ4092
 BJ4092.The horizontal coordinates were scaled from a topographic map and have
 BJ4092.an estimated accuracy of +/- 6 seconds.
 BJ4092
 BJ4092.The orthometric height was determined by differential leveling
 BJ4092.and adjusted by the National Geodetic Survey in February 1994..
 BJ4092
 BJ4092.The geoid height was determined by GEOID03.
 BJ4092
 BJ4092.The dynamic height is computed by dividing the NAVD 88
 BJ4092.geopotential number by the normal gravity value computed on the
 BJ4092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4092.degrees latitude (g = 980.6199 gals.).
 BJ4092
 BJ4092.The modeled gravity was interpolated from observed gravity values.
 BJ4092
 BJ4092;                    North         East    Units  Estimated Accuracy
 BJ4092;SPC LA S     -   204,380.    1,025,430.      MT  (+/- 180 meters Scaled)
 BJ4092
 BJ4092                          SUPERSEDED SURVEY CONTROL
 BJ4092
 BJ4092.No superseded survey control is available for this station.
 BJ4092
 BJ4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP856584(NAD 83)
 BJ4092_MARKER: DB = BENCH MARK DISK
 BJ4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4092_SP_SET: CONCRETE POST
 BJ4092_STAMPING: 12-87 1987
 BJ4092_MARK LOGO: LA-033
 BJ4092_PROJECTION: FLUSH
 BJ4092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4092+STABILITY: SURFACE MOTION
 BJ4092
 BJ4092  HISTORY     - Date     Condition        Report By
 BJ4092  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4092  HISTORY     - 20050122 GOOD             AERODA
 BJ4092
 BJ4092                          STATION DESCRIPTION
 BJ4092
 BJ4092'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4092'IN BATON ROUGE.
 BJ4092'LOCATED SOUTH OF THE CITY OF BATON ROUGE ON HIGHLAND ROAD AT THE
 BJ4092'INTERSECTION OF HIGHLAND ROAD AND WOODLEIGH ROAD, 27.1 METERS (89 FT)
 BJ4092'WEST OF THE CENTERLINE OF WOODLEIGH DRIVE, 14.8 METERS (48.5 FT) EAST
 BJ4092'OF A POWER POLE AND TELEPHONE REPAIR BOX, 4.8 METERS (15.6 FT) NORTH
 BJ4092'OF THE CENTERLINE OF HIGHLAND ROAD, AND 1.9 METERS (6.1 FT) WEST OF A
 BJ4092'POWER POLE.
 BJ4092'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4092'THE MARK IS 0.91 M BELOW HIGHLAND ROAD.
 BJ4092
 BJ4092                          STATION RECOVERY (2005)
 BJ4092
 BJ4092'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ4092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0583 ***********************************************************************
 BJ0583  DESIGNATION -  12 ABLD
 BJ0583  PID         -  BJ0583
 BJ0583  STATE/COUNTY-  LA/IBERVILLE
 BJ0583  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0583
 BJ0583                         *CURRENT SURVEY CONTROL
 BJ0583  ___________________________________________________________________
 BJ0583* NAD 83(1986)-  30 16 35.     (N)    091 12 33.     (W)     SCALED    
 BJ0583* NAVD 88     -        13.418  (meters)      44.02   (feet)  ADJUSTED  
 BJ0583  ___________________________________________________________________
 BJ0583  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0583  DYNAMIC HT  -          13.400 (meters)      43.96  (feet)  COMP
 BJ0583  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 BJ0583
 BJ0583  VERT ORDER  -  FIRST     CLASS I
 BJ0583
 BJ0583.The horizontal coordinates were scaled from a topographic map and have
 BJ0583.an estimated accuracy of +/- 6 seconds.
 BJ0583
 BJ0583.The orthometric height was determined by differential leveling
 BJ0583.and adjusted by the National Geodetic Survey in February 1994..
 BJ0583
 BJ0583.The geoid height was determined by GEOID03.
 BJ0583
 BJ0583.The dynamic height is computed by dividing the NAVD 88
 BJ0583.geopotential number by the normal gravity value computed on the
 BJ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0583.degrees latitude (g = 980.6199 gals.).
 BJ0583
 BJ0583.The modeled gravity was interpolated from observed gravity values.
 BJ0583
 BJ0583;                    North         East    Units  Estimated Accuracy
 BJ0583;SPC LA S     -   196,910.    1,011,950.      MT  (+/- 180 meters Scaled)
 BJ0583
 BJ0583                          SUPERSEDED SURVEY CONTROL
 BJ0583
 BJ0583  NGVD 29 (??/??/??)   13.429  (m)           44.06   (f) ADJUSTED    1 1
 BJ0583
 BJ0583.Superseded values are not recommended for survey control.
 BJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0583.See file dsdata.txt to determine how the superseded data were derived.
 BJ0583
 BJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP722507(NAD 83)
 BJ0583_MARKER: Z = SEE DESCRIPTION
 BJ0583_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0583_SP_SET: 127 FT. IRON PIPE
 BJ0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0583
 BJ0583  HISTORY     - Date     Condition        Report By
 BJ0583  HISTORY     - UNK      MONUMENTED       USE
 BJ0583  HISTORY     - 1976     GOOD             NGS
 BJ0583
 BJ0583                          STATION DESCRIPTION
 BJ0583
 BJ0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0583'1.1 MI SE FROM PLAQUEMINE.
 BJ0583'1.1 MILE SOUTHEAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0583'HIGHWAY 75, 0.05 MILE SOUTHEAST OF THE JUNCTION OF AN ASPHALT ROAD
 BJ0583'LEADING SOUTHWEST, 134.5 FT. NORTHEAST OF THE CENTER LINE OF THE
 BJ0583'HIGHWAY, 9.5 FT. SOUTHWEST OF THE WEST LEVEE ROAD OF THE MISSISSIPPI
 BJ0583'RIVER, 91 FT. NORTH OF A POWER LINE POLE WITH A METER, 81.0 FT
 BJ0583'NORTHEAST OF A FENCE, A 1-INCH IRON PIPE WITH A CAP DRIVEN TO A DEPTH
 BJ0583'OF 127 FT. ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 120 FT.
 BJ0583'WITH A 3-INCH SCREW CAP FOR ACCESS.  THE SCREW CAP IS ABOUT FLUSH
 BJ0583'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0056 ***********************************************************************
 BJ0056  DESIGNATION -  12 ABLDAPA
 BJ0056  PID         -  BJ0056
 BJ0056  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0056  USGS QUAD   -  NEW ROADS (1994)
 BJ0056
 BJ0056                         *CURRENT SURVEY CONTROL
 BJ0056  ___________________________________________________________________
 BJ0056* NAD 83(1986)-  30 43 47.     (N)    091 29 12.     (W)     SCALED    
 BJ0056* NAVD 88     -        12.025  (meters)      39.45   (feet)  ADJUSTED  
 BJ0056  ___________________________________________________________________
 BJ0056  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0056  DYNAMIC HT  -          12.010 (meters)      39.40  (feet)  COMP
 BJ0056  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 BJ0056
 BJ0056  VERT ORDER  -  FIRST     CLASS I
 BJ0056
 BJ0056.The horizontal coordinates were scaled from a topographic map and have
 BJ0056.an estimated accuracy of +/- 6 seconds.
 BJ0056
 BJ0056.The orthometric height was determined by differential leveling
 BJ0056.and adjusted by the National Geodetic Survey in February 1994..
 BJ0056
 BJ0056.The geoid height was determined by GEOID03.
 BJ0056
 BJ0056.The dynamic height is computed by dividing the NAVD 88
 BJ0056.geopotential number by the normal gravity value computed on the
 BJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0056.degrees latitude (g = 980.6199 gals.).
 BJ0056
 BJ0056.The modeled gravity was interpolated from observed gravity values.
 BJ0056
 BJ0056;                    North         East    Units  Estimated Accuracy
 BJ0056;SPC LA S     -   247,170.      985,320.      MT  (+/- 180 meters Scaled)
 BJ0056
 BJ0056                          SUPERSEDED SURVEY CONTROL
 BJ0056
 BJ0056  NAVD 88 (06/15/91)   12.057  (m)           39.56   (f) UNKNOWN     1 1
 BJ0056  NGVD 29 (??/??/??)   12.012  (m)           39.41   (f) ADJUSTED    1 1
 BJ0056
 BJ0056.Superseded values are not recommended for survey control.
 BJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0056.See file dsdata.txt to determine how the superseded data were derived.
 BJ0056
 BJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ448006(NAD 83)
 BJ0056_MARKER: P = PIPE CAP
 BJ0056_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0056_SP_SET: 90 FT IRON PIPE
 BJ0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0056
 BJ0056  HISTORY     - Date     Condition        Report By
 BJ0056  HISTORY     - 1975     MONUMENTED       USE
 BJ0056  HISTORY     - 1976     GOOD             NGS
 BJ0056
 BJ0056                          STATION DESCRIPTION
 BJ0056
 BJ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0056'3.5 MI WEST FROM POINTE COUPEE.
 BJ0056'3.5 MILES WEST ALONG STATE HIGHWAY 420 FROM THE JUNCTION OF STATE
 BJ0056'HIGHWAYS 10 AND 420, 59 YARDS NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 BJ0056'THE NORTHWEST CORNER OF A CHURCH, 61 FT NORTH OF THE CENTER LINE OF
 BJ0056'THE HIGHWAY, 5 FT NORTH OF A FENCE, A 1-INCH IRON PIPE AND CAP DRIVEN
 BJ0056'TO A DEPTH OF 90 FT ENCASED IN A 2-INCH IRON PIPE THAT IS BORED TO A
 BJ0056'DEPTH OF 68 FT WITH A 3-INCH SCREW CAP FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0390 ***********************************************************************
 CQ0390  DESIGNATION -  12 BOLT
 CQ0390  PID         -  CQ0390
 CQ0390  STATE/COUNTY-  LA/CALDWELL
 CQ0390  USGS QUAD   -  COLUMBIA (1989)
 CQ0390
 CQ0390                         *CURRENT SURVEY CONTROL
 CQ0390  ___________________________________________________________________
 CQ0390* NAD 83(1986)-  32 06 21.     (N)    092 04 30.     (W)     SCALED    
 CQ0390* NAVD 88     -        18.83   (+/-2cm)      61.8    (feet)  VERTCON   
 CQ0390  ___________________________________________________________________
 CQ0390  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0390
 CQ0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0390
 CQ0390.The horizontal coordinates were scaled from a topographic map and have
 CQ0390.an estimated accuracy of +/- 6 seconds.
 CQ0390
 CQ0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0390.The vertical order pertains to the NGVD 29 superseded value.
 CQ0390
 CQ0390.The geoid height was determined by GEOID03.
 CQ0390
 CQ0390;                    North         East    Units  Estimated Accuracy
 CQ0390;SPC LA N     -   178,130.    1,040,110.      MT  (+/- 180 meters Scaled)
 CQ0390
 CQ0390                          SUPERSEDED SURVEY CONTROL
 CQ0390
 CQ0390  NGVD 29 (??/??/??)   18.855  (m)           61.86   (f) ADJUSTED    1 2
 CQ0390
 CQ0390.Superseded values are not recommended for survey control.
 CQ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0390.See file dsdata.txt to determine how the superseded data were derived.
 CQ0390
 CQ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR872525(NAD 83)
 CQ0390_MARKER: B = BOLT
 CQ0390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0390_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0390
 CQ0390  HISTORY     - Date     Condition        Report By
 CQ0390  HISTORY     - UNK      MONUMENTED       DOD
 CQ0390  HISTORY     - 1950     GOOD             CGS
 CQ0390  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0390  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0390
 CQ0390                          STATION DESCRIPTION
 CQ0390
 CQ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0390'IN COLUMBIA.
 CQ0390'AT COLUMBIA, AT THE INTERSECTION OF WALL STREET AND MAIN STREET, 126
 CQ0390'FEET WEST OF THE WEST CORNER OF THE CALDWELL PARISH COURTHOUSE, 34
 CQ0390'FEET SOUTHEAST OF THE CENTER LINE OF MAIN STREET, 24 FEET NORTHEAST OF
 CQ0390'THE CENTER LINE OF WALL STREET, 4.4 FEET SOUTHEAST OF THE NORTHWEST
 CQ0390'EDGE OF THE NORTHEAST AND SOUTHWEST SIDEWALK, 1.6 FEET NORTHWEST OF
 CQ0390'THE SOUTHEAST EDGE OF THE NORTHEAST AND SOUTHWEST SIDEWALK, 11.6 FEET
 CQ0390'SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHWEST AND SOUTHEAST
 CQ0390'SIDEWALK, A COPPER BOLT SET IN THE TOP OF A STONE WHICH IS 4.0 FEET
 CQ0390'UNDER GROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 CQ0390'U.S. ENGINEERING DEPARTMENT IRON CAP.
 CQ0390
 CQ0390                          STATION RECOVERY (1990)
 CQ0390
 CQ0390'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0390'MARK NOT FOUND.
 CQ0390
 CQ0390                          STATION RECOVERY (1991)
 CQ0390
 CQ0390'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2083 ***********************************************************************
 BJ2083  DESIGNATION -  12 C
 BJ2083  PID         -  BJ2083
 BJ2083  STATE/COUNTY-  LA/ST MARTIN
 BJ2083  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2083
 BJ2083                         *CURRENT SURVEY CONTROL
 BJ2083  ___________________________________________________________________
 BJ2083* NAD 83(1986)-  30 01 51.     (N)    091 29 16.     (W)     SCALED    
 BJ2083* NAVD 88     -         3.57   (+/-2cm)      11.7    (feet)  VERTCON   
 BJ2083  ___________________________________________________________________
 BJ2083  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ2083
 BJ2083  VERT ORDER  -  ? (See Below)
 BJ2083
 BJ2083.The horizontal coordinates were scaled from a topographic map and have
 BJ2083.an estimated accuracy of +/- 6 seconds.
 BJ2083
 BJ2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2083.The vertical order pertains to the NGVD 29 superseded value.
 BJ2083
 BJ2083.The geoid height was determined by GEOID03.
 BJ2083
 BJ2083;                    North         East    Units  Estimated Accuracy
 BJ2083;SPC LA S     -   169,690.      985,100.      MT  (+/- 180 meters Scaled)
 BJ2083
 BJ2083                          SUPERSEDED SURVEY CONTROL
 BJ2083
 BJ2083  NGVD 29 (??/??/??)    3.603  (m)           11.82   (f) ADJUSTED    ?  
 BJ2083
 BJ2083.Superseded values are not recommended for survey control.
 BJ2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2083.See file dsdata.txt to determine how the superseded data were derived.
 BJ2083
 BJ2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP458231(NAD 83)
 BJ2083_MARKER: S = SPIKE
 BJ2083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2083_SP_SET: TREE
 BJ2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2083
 BJ2083  HISTORY     - Date     Condition        Report By
 BJ2083  HISTORY     - UNK      MONUMENTED       DOD
 BJ2083  HISTORY     - 1936     GOOD             DOD
 BJ2083
 BJ2083                          STATION DESCRIPTION
 BJ2083
 BJ2083'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2083'8.2 MI SE FROM BAYOU CHENE.
 BJ2083'ABOUT 8.2 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2083'MARTIN PARISH, ON THE EAST BANK OF CHICOT PASS, ABOUT 6-3/4 MILES
 BJ2083'SOUTH OF THE HEAD OF LAKE CHICOT, ABOUT 2-3/4 MILES SOUTH OF THE NICK
 BJ2083'BURNS RESIDENCE, IN SEC. 7, T. 11 S., R. 10 E., ON THE EAST SLOPE OF A
 BJ2083'SPOIL BANK, ABOUT 1,900 FEET BELOW LULA CHUTE, ABOUT 475 FEET EAST OF
 BJ2083'THE BANK OF THE PASS, ABOUT 400 FEET EAST OF STATION 347+00 OF CHICOT
 BJ2083'PASS CHANNEL BASE LINE, ABOUT 200 FEET BELOW RANGE 17 OF ATCHAFALAYA
 BJ2083'BASIN CROSS SECTIONS, IN THE WEST SIDE OF A BLAZED 10-INCH COTTONWOOD
 BJ2083'TREE, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0037 ***********************************************************************
 CQ0037  DESIGNATION -  12 C OF WM
 CQ0037  PID         -  CQ0037
 CQ0037  STATE/COUNTY-  LA/OUACHITA
 CQ0037  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0037
 CQ0037                         *CURRENT SURVEY CONTROL
 CQ0037  ___________________________________________________________________
 CQ0037* NAD 83(1986)-  32 30 52.     (N)    092 08 13.     (W)     SCALED    
 CQ0037* NAVD 88     -        23.40   (+/-2cm)      76.8    (feet)  VERTCON   
 CQ0037  ___________________________________________________________________
 CQ0037  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0037
 CQ0037  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0037
 CQ0037.The horizontal coordinates were scaled from a topographic map and have
 CQ0037.an estimated accuracy of +/- 6 seconds.
 CQ0037
 CQ0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0037.The vertical order pertains to the NGVD 29 superseded value.
 CQ0037
 CQ0037.The geoid height was determined by GEOID03.
 CQ0037
 CQ0037;                    North         East    Units  Estimated Accuracy
 CQ0037;SPC LA N     -   223,410.    1,034,110.      MT  (+/- 180 meters Scaled)
 CQ0037
 CQ0037                          SUPERSEDED SURVEY CONTROL
 CQ0037
 CQ0037  NGVD 29 (??/??/??)   23.452  (m)           76.94   (f) ADJUSTED    1 2
 CQ0037
 CQ0037.Superseded values are not recommended for survey control.
 CQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0037.See file dsdata.txt to determine how the superseded data were derived.
 CQ0037
 CQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR810977(NAD 83)
 CQ0037_MARKER: B = BOLT
 CQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0037+STABILITY: SURFACE MOTION
 CQ0037
 CQ0037  HISTORY     - Date     Condition        Report By
 CQ0037  HISTORY     - UNK      MONUMENTED       LA2410
 CQ0037  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0037  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ0037
 CQ0037                          STATION DESCRIPTION
 CQ0037
 CQ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0037'0.7 MI W FROM WEST MONROE.
 CQ0037'AT WEST MONROE, OUACHITA PARISH, ON U.S. HIGHWAY 80, ABOUT 0.7 MILE
 CQ0037'WEST OF THE WEST END OF THE NEW HIGHWAY BRIDGE OVER QUACHITA RIVER, 27
 CQ0037'FEET WEST OF THE CENTER LINE OF A SLACK STREET, AND 30 FEET NORTH OF
 CQ0037'THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ0037'ABOUT FLUSH WITH THE GROUND.
 CQ0037
 CQ0037                          STATION RECOVERY (2003)
 CQ0037
 CQ0037'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEG)
 CQ0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0389 ***********************************************************************
 CQ0389  DESIGNATION -  12 CAP
 CQ0389  PID         -  CQ0389
 CQ0389  STATE/COUNTY-  LA/CALDWELL
 CQ0389  USGS QUAD   -  COLUMBIA (1989)
 CQ0389
 CQ0389                         *CURRENT SURVEY CONTROL
 CQ0389  ___________________________________________________________________
 CQ0389* NAD 83(1986)-  32 06 21.     (N)    092 04 29.     (W)     SCALED    
 CQ0389* NAVD 88     -        20.08   (+/-2cm)      65.9    (feet)  VERTCON   
 CQ0389  ___________________________________________________________________
 CQ0389  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0389
 CQ0389  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0389
 CQ0389.The horizontal coordinates were scaled from a topographic map and have
 CQ0389.an estimated accuracy of +/- 6 seconds.
 CQ0389
 CQ0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0389.The vertical order pertains to the NGVD 29 superseded value.
 CQ0389
 CQ0389.The geoid height was determined by GEOID03.
 CQ0389
 CQ0389;                    North         East    Units  Estimated Accuracy
 CQ0389;SPC LA N     -   178,130.    1,040,140.      MT  (+/- 180 meters Scaled)
 CQ0389
 CQ0389                          SUPERSEDED SURVEY CONTROL
 CQ0389
 CQ0389  NGVD 29 (??/??/??)   20.102  (m)           65.95   (f) ADJUSTED    1 2
 CQ0389
 CQ0389.Superseded values are not recommended for survey control.
 CQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0389.See file dsdata.txt to determine how the superseded data were derived.
 CQ0389
 CQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR872525(NAD 83)
 CQ0389_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0389
 CQ0389  HISTORY     - Date     Condition        Report By
 CQ0389  HISTORY     - UNK      MONUMENTED       DOD
 CQ0389  HISTORY     - 1950     GOOD             CGS
 CQ0389  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0389  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0389
 CQ0389                          STATION DESCRIPTION
 CQ0389
 CQ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0389'IN COLUMBIA.
 CQ0389'AT COLUMBIA, AT THE INTERSECTION OF WALL STREET AND MAIN STREET, 126
 CQ0389'FEET WEST OF THE WEST CORNER OF THE CALDWELL PARISH COURTHOUSE, 34
 CQ0389'FEET SOUTHEAST OF THE CENTER LINE OF MAIN STREET, 24 FEET NORTHEAST OF
 CQ0389'THE CENTER LINE OF WALL STREET, 4.4 FEET SOUTHEAST OF THE NORTHWEST
 CQ0389'EDGE OF THE NORTHEAST AND SOUTHWEST SIDEWALK, 1.6 FEET NORTHWEST OF
 CQ0389'THE SOUTHEAST EDGE OF THE NORTHEAST AND SOUTHWEST SIDEWALK, 11.6 FEET
 CQ0389'SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHWEST AND SOUTHEAST
 CQ0389'SIDEWALK, 0.5 FOOT BELOW THE LEVEL OF THE SIDEWALK, AN IRON CAP BOLTED
 CQ0389'ON THE TOP OF AN IRON PIPE.
 CQ0389
 CQ0389                          STATION RECOVERY (1990)
 CQ0389
 CQ0389'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0389'MARK NOT FOUND.
 CQ0389
 CQ0389                          STATION RECOVERY (1991)
 CQ0389
 CQ0389'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0189 ***********************************************************************
 BJ0189  DESIGNATION -  12 WARL
 BJ0189  PID         -  BJ0189
 BJ0189  STATE/COUNTY-  LA/ST LANDRY
 BJ0189  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0189
 BJ0189                         *CURRENT SURVEY CONTROL
 BJ0189  ___________________________________________________________________
 BJ0189* NAD 83(1986)-  30 50 14.     (N)    091 48 39.     (W)     SCALED    
 BJ0189* NAVD 88     -        12.389  (meters)      40.65   (feet)  ADJUSTED  
 BJ0189  ___________________________________________________________________
 BJ0189  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0189  DYNAMIC HT  -          12.373 (meters)      40.59  (feet)  COMP
 BJ0189  MODELED GRAV-     979,374.0   (mgal)                       NAVD 88
 BJ0189
 BJ0189  VERT ORDER  -  FIRST     CLASS I
 BJ0189
 BJ0189.The horizontal coordinates were scaled from a topographic map and have
 BJ0189.an estimated accuracy of +/- 6 seconds.
 BJ0189
 BJ0189.The orthometric height was determined by differential leveling
 BJ0189.and adjusted by the National Geodetic Survey in February 1994..
 BJ0189
 BJ0189.The geoid height was determined by GEOID03.
 BJ0189
 BJ0189.The dynamic height is computed by dividing the NAVD 88
 BJ0189.geopotential number by the normal gravity value computed on the
 BJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0189.degrees latitude (g = 980.6199 gals.).
 BJ0189
 BJ0189.The modeled gravity was interpolated from observed gravity values.
 BJ0189
 BJ0189;                    North         East    Units  Estimated Accuracy
 BJ0189;SPC LA S     -   259,170.      954,320.      MT  (+/- 180 meters Scaled)
 BJ0189
 BJ0189                          SUPERSEDED SURVEY CONTROL
 BJ0189
 BJ0189  NAVD 88 (06/15/91)   12.421  (m)           40.75   (f) UNKNOWN     1 1
 BJ0189  NGVD 29 (??/??/??)   12.380  (m)           40.62   (f) ADJUSTED    1 1
 BJ0189
 BJ0189.Superseded values are not recommended for survey control.
 BJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0189.See file dsdata.txt to determine how the superseded data were derived.
 BJ0189
 BJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ137121(NAD 83)
 BJ0189_MARKER: DD = SURVEY DISK
 BJ0189_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0189_SP_SET: 115 FT IRON PIPE
 BJ0189_STAMPING: PBM 12 WARL 1976 USE
 BJ0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0189
 BJ0189  HISTORY     - Date     Condition        Report By
 BJ0189  HISTORY     - 1976     MONUMENTED       USE
 BJ0189  HISTORY     - 1976     GOOD             NGS
 BJ0189
 BJ0189                          STATION DESCRIPTION
 BJ0189
 BJ0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0189'10.7 MI SOUTH FROM SIMMESPORT.
 BJ0189'10.7 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SIMMESPORT
 BJ0189'ELEMENTARY SCHOOL, 0.2 MILE SOUTH OF THE NEW ZION CHURCH, 0.05 MILE
 BJ0189'NORTH OF THE JUNCTION OF DIRT ROAD LEADING SOUTHEAST, 0.1 MILE
 BJ0189'NORTH OF A POWER LINE CROSSING, 218 FT NORTH OF THE T JUNCTION
 BJ0189'OF FENCES, 56 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 60 FT
 BJ0189'SOUTHEAST OF THE CENTER OF THE EAST END OF A CONCRETE PIPE CULVERT
 BJ0189'14.0 FT EAST OF A FENCE, A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A
 BJ0189'DEPTH OF 115 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF
 BJ0189'84 FT WITH A 3-INCH SCREW CAP FOR ACCESS. THE SCREW CAP PROJECTS
 BJ0189'22 INCHES ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2396 ***********************************************************************
 BJ2396  DESIGNATION -  120
 BJ2396  PID         -  BJ2396
 BJ2396  STATE/COUNTY-  LA/ST MARTIN
 BJ2396  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2396
 BJ2396                         *CURRENT SURVEY CONTROL
 BJ2396  ___________________________________________________________________
 BJ2396* NAD 83(1986)-  30 17 29.     (N)    091 37 37.     (W)     SCALED    
 BJ2396* NAVD 88     -         6.32   (+/-2cm)      20.7    (feet)  VERTCON   
 BJ2396  ___________________________________________________________________
 BJ2396  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2396
 BJ2396  VERT ORDER  -  ? (See Below)
 BJ2396
 BJ2396.The horizontal coordinates were scaled from a topographic map and have
 BJ2396.an estimated accuracy of +/- 6 seconds.
 BJ2396
 BJ2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2396.The vertical order pertains to the NGVD 29 superseded value.
 BJ2396
 BJ2396.The geoid height was determined by GEOID03.
 BJ2396
 BJ2396;                    North         East    Units  Estimated Accuracy
 BJ2396;SPC LA S     -   198,600.      971,760.      MT  (+/- 180 meters Scaled)
 BJ2396
 BJ2396                          SUPERSEDED SURVEY CONTROL
 BJ2396
 BJ2396  NGVD 29 (??/??/??)    6.327  (m)           20.76   (f) ADJUSTED    ?  
 BJ2396
 BJ2396.Superseded values are not recommended for survey control.
 BJ2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2396.See file dsdata.txt to determine how the superseded data were derived.
 BJ2396
 BJ2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP320518(NAD 83)
 BJ2396_MARKER: S = SPIKE
 BJ2396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2396_SP_SET: TREE
 BJ2396_STAMPING: PRE. B.M. 120 1933
 BJ2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2396
 BJ2396  HISTORY     - Date     Condition        Report By
 BJ2396  HISTORY     - 1933     MONUMENTED       DOD
 BJ2396
 BJ2396                          STATION DESCRIPTION
 BJ2396
 BJ2396'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2396'4.0 MI SE FROM BUTTE LA ROSE.
 BJ2396'4.0 MILES SOUTHEAST ALONG THE LEFT BANK OF UPPER GRAND RIVER FROM THE
 BJ2396'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 75 FEET NORTH OF
 BJ2396'THE UPPER BANK OF A CANAL LEADING TO WHISKEY BAY, 15 FEET SOUTH OF THE
 BJ2396'LOWER RIVER CORNER OF THE WALTER DUPIS RESIDENCE, 10 FEET NORTH OF A
 BJ2396'FENCE, AT A 24-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE
 BJ2396'B.M. 120, 1933, IN THE DIAMOND BLAZE ON THE RIVERSIDE OF THE TREE, AND
 BJ2396'ABOUT 3 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4060 ***********************************************************************
 BJ4060  DESIGNATION -  120
 BJ4060  PID         -  BJ4060
 BJ4060  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4060  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4060
 BJ4060                         *CURRENT SURVEY CONTROL
 BJ4060  ___________________________________________________________________
 BJ4060* NAD 83(1986)-  30 27 15.     (N)    091 04 50.     (W)     SCALED    
 BJ4060* NAVD 88     -        15.520  (meters)      50.92   (feet)  ADJUSTED  
 BJ4060  ___________________________________________________________________
 BJ4060  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4060  DYNAMIC HT  -          15.500 (meters)      50.85  (feet)  COMP
 BJ4060  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BJ4060
 BJ4060  VERT ORDER  -  SECOND    CLASS II
 BJ4060
 BJ4060.The horizontal coordinates were scaled from a topographic map and have
 BJ4060.an estimated accuracy of +/- 6 seconds.
 BJ4060
 BJ4060.The orthometric height was determined by differential leveling
 BJ4060.and adjusted by the National Geodetic Survey in February 1994..
 BJ4060
 BJ4060.The geoid height was determined by GEOID03.
 BJ4060
 BJ4060.The dynamic height is computed by dividing the NAVD 88
 BJ4060.geopotential number by the normal gravity value computed on the
 BJ4060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4060.degrees latitude (g = 980.6199 gals.).
 BJ4060
 BJ4060.The modeled gravity was interpolated from observed gravity values.
 BJ4060
 BJ4060;                    North         East    Units  Estimated Accuracy
 BJ4060;SPC LA S     -   216,640.    1,024,280.      MT  (+/- 180 meters Scaled)
 BJ4060
 BJ4060                          SUPERSEDED SURVEY CONTROL
 BJ4060
 BJ4060.No superseded survey control is available for this station.
 BJ4060
 BJ4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP842706(NAD 83)
 BJ4060_MARKER: DB = BENCH MARK DISK
 BJ4060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4060_SP_SET: CONCRETE POST
 BJ4060_STAMPING: 120 1969
 BJ4060_MARK LOGO: LA-033
 BJ4060_PROJECTION: RECESSED 15 CENTIMETERS
 BJ4060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4060+STABILITY: SURFACE MOTION
 BJ4060
 BJ4060  HISTORY     - Date     Condition        Report By
 BJ4060  HISTORY     - 1969     MONUMENTED       LA-033
 BJ4060  HISTORY     - 1987     GOOD             LA-033
 BJ4060
 BJ4060                          STATION DESCRIPTION
 BJ4060
 BJ4060'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4060'IN BATON ROUGE.
 BJ4060'ABOUT 1.5 KM (0.9 MI) EAST ON FLORIDA BOULEVARD FROM THE JUNCTION OF
 BJ4060'FLORIDA BOULEVARD AND AIRLINE HIGHWAY TO THE BENCH MARK ON THE SOUTH
 BJ4060'SIDE OF THE SOUTH SERVICE ROAD NEAR THE KAJON STORE, 23.0 METERS
 BJ4060'(75.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE KAJON STORE, 6.1
 BJ4060'METERS (20 FT) SOUTH OF THE CENTER OF THE SOUTH SERVICE ROAD, 4.4
 BJ4060'METERS (14.5 FT) EAST OF A POWER POLE.
 BJ4060'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4060'THE MARK IS 0.15 M BELOW SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1150 ***********************************************************************
 CP1150  DESIGNATION -  1200 A CAP
 CP1150  PID         -  CP1150
 CP1150  STATE/COUNTY-  LA/EAST CARROLL
 CP1150  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1150
 CP1150                         *CURRENT SURVEY CONTROL
 CP1150  ___________________________________________________________________
 CP1150* NAD 83(1986)-  32 43 45.     (N)    091 09 39.     (W)     SCALED    
 CP1150* NAVD 88     -        30.32   (+/-2cm)      99.5    (feet)  VERTCON   
 CP1150  ___________________________________________________________________
 CP1150  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1150
 CP1150  VERT ORDER  -  ? (See Below)
 CP1150
 CP1150.The horizontal coordinates were scaled from a topographic map and have
 CP1150.an estimated accuracy of +/- 6 seconds.
 CP1150
 CP1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1150.The vertical order pertains to the NGVD 29 superseded value.
 CP1150
 CP1150.The geoid height was determined by GEOID03.
 CP1150
 CP1150;                    North         East    Units  Estimated Accuracy
 CP1150;SPC LA N     -   247,940.    1,125,530.      MT  (+/- 180 meters Scaled)
 CP1150
 CP1150                          SUPERSEDED SURVEY CONTROL
 CP1150
 CP1150  NGVD 29 (??/??/92)   30.373  (m)           99.65   (f) ADJ UNCH    ?  
 CP1150
 CP1150.Superseded values are not recommended for survey control.
 CP1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1150.See file dsdata.txt to determine how the superseded data were derived.
 CP1150
 CP1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS723227(NAD 83)
 CP1150_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1150
 CP1150  HISTORY     - Date     Condition        Report By
 CP1150  HISTORY     - UNK      MONUMENTED       DOD
 CP1150  HISTORY     - 1934     GOOD             DOD
 CP1150
 CP1150                          STATION DESCRIPTION
 CP1150
 CP1150'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1150'6 MI S FROM LAKE PROVIDENCE.
 CP1150'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1150'MISSISSIPPI RIVER, EAST CARROLL PARISH, LOUISIANA, 6 MILES SOUTH OF
 CP1150'LAKE PROVIDENCE, LA.  970 FEET NORTHWEST OF LEVEE STATION NO. 1200.
 CP1150'230 FEET NORTHWEST OF BARN.  205 FEET NORTHWEST OF BARN AND TOOL SHED.
 CP1150'3 FEET NORTHWEST OF WIRE FENCE.  3 FEET SOUTHWEST OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0913 ***********************************************************************
 BX0913  DESIGNATION -  1201 LAGS
 BX0913  PID         -  BX0913
 BX0913  STATE/COUNTY-  LA/RAPIDES
 BX0913  USGS QUAD   -  ALEXANDRIA (1992)
 BX0913
 BX0913                         *CURRENT SURVEY CONTROL
 BX0913  ___________________________________________________________________
 BX0913* NAD 83(1986)-  31 18 32.     (N)    092 26 49.     (W)     SCALED    
 BX0913* NAVD 88     -        22.769  (meters)      74.70   (feet)  ADJUSTED  
 BX0913  ___________________________________________________________________
 BX0913  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX0913  DYNAMIC HT  -          22.741 (meters)      74.61  (feet)  COMP
 BX0913  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 BX0913
 BX0913  VERT ORDER  -  FIRST     CLASS I
 BX0913
 BX0913.The horizontal coordinates were scaled from a topographic map and have
 BX0913.an estimated accuracy of +/- 6 seconds.
 BX0913
 BX0913.The orthometric height was determined by differential leveling
 BX0913.and adjusted by the National Geodetic Survey in February 1994..
 BX0913
 BX0913.The geoid height was determined by GEOID03.
 BX0913
 BX0913.The dynamic height is computed by dividing the NAVD 88
 BX0913.geopotential number by the normal gravity value computed on the
 BX0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0913.degrees latitude (g = 980.6199 gals.).
 BX0913
 BX0913.The modeled gravity was interpolated from observed gravity values.
 BX0913
 BX0913;                    North         East    Units  Estimated Accuracy
 BX0913;SPC LA N     -    89,690.    1,005,050.      MT  (+/- 180 meters Scaled)
 BX0913
 BX0913                          SUPERSEDED SURVEY CONTROL
 BX0913
 BX0913  NAVD 88 (06/15/91)   22.769  (m)           74.70   (f) UNKNOWN     1 1
 BX0913  NGVD 29 (??/??/??)   22.757  (m)           74.66   (f) ADJUSTED    1 1
 BX0913
 BX0913.Superseded values are not recommended for survey control.
 BX0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0913.See file dsdata.txt to determine how the superseded data were derived.
 BX0913
 BX0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ526639(NAD 83)
 BX0913_MARKER: DD = SURVEY DISK
 BX0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0913+STABILITY: SURFACE MOTION
 BX0913
 BX0913  HISTORY     - Date     Condition        Report By
 BX0913  HISTORY     - UNK      MONUMENTED       LA0040
 BX0913  HISTORY     - 1970     GOOD             NGS
 BX0913  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 BX0913
 BX0913                          STATION DESCRIPTION
 BX0913
 BX0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0913'0.2 MI SW FROM ALEXANDRIA.
 BX0913'ABOUT 0.2 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0913'ALEXANDRIA, 37 1/2 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 BX0913'MURRAY STREET AND FOISY AVENUE, 29 FEET SOUTHEAST OF THE CENTER LINE
 BX0913'OF THE STREET, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE AVENUE, 127
 BX0913'FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE TO THE RAPIDES PARISH
 BX0913'COURTHOUSE BUILDING, 59 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BX0913'THE BUILDING, 56 FEET NORTHEAST OF A FLAG POLE, 1.0 FOOT SOUTHEAST OF
 BX0913'THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK, 0.9 FOOT SOUTHWEST OF THE
 BX0913'SOUTHWEST EDGE OF A CONCRETE SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BX0913'THE STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 BX0913'THE SURFACE OF THE GROUND.  NOTE -- THE CONCRETE POST IN WHICH THE
 BX0913'MARK IS SET IS INSCRIBED WITH THE NUMBERS 1-26-56 NO. 1201.
 BX0913
 BX0913                          STATION RECOVERY (2005)
 BX0913
 BX0913'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX0913'APPEARS A CITY OF ALEXANDRIA SURVEY MARKER NOW OCCUPIES THIS POSITION.
 BX0913' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2291 ***********************************************************************
 BJ2291  DESIGNATION -  121
 BJ2291  PID         -  BJ2291
 BJ2291  STATE/COUNTY-  LA/ST MARTIN
 BJ2291  USGS QUAD   -  COW BAYOU (1992)
 BJ2291
 BJ2291                         *CURRENT SURVEY CONTROL
 BJ2291  ___________________________________________________________________
 BJ2291* NAD 83(1986)-  30 16 05.     (N)    091 36 47.     (W)     SCALED    
 BJ2291* NAVD 88     -         5.73   (+/-2cm)      18.8    (feet)  VERTCON   
 BJ2291  ___________________________________________________________________
 BJ2291  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2291
 BJ2291  VERT ORDER  -  ? (See Below)
 BJ2291
 BJ2291.The horizontal coordinates were scaled from a topographic map and have
 BJ2291.an estimated accuracy of +/- 6 seconds.
 BJ2291
 BJ2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2291.The vertical order pertains to the NGVD 29 superseded value.
 BJ2291
 BJ2291.The geoid height was determined by GEOID03.
 BJ2291
 BJ2291;                    North         East    Units  Estimated Accuracy
 BJ2291;SPC LA S     -   196,010.      973,090.      MT  (+/- 180 meters Scaled)
 BJ2291
 BJ2291                          SUPERSEDED SURVEY CONTROL
 BJ2291
 BJ2291  NGVD 29 (??/??/??)    5.744  (m)           18.85   (f) ADJUSTED    ?  
 BJ2291
 BJ2291.Superseded values are not recommended for survey control.
 BJ2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2291.See file dsdata.txt to determine how the superseded data were derived.
 BJ2291
 BJ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP334493(NAD 83)
 BJ2291_MARKER: S = SPIKE
 BJ2291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2291_SP_SET: TREE
 BJ2291_STAMPING: PRE. B.M. 121 1933
 BJ2291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2291
 BJ2291  HISTORY     - Date     Condition        Report By
 BJ2291  HISTORY     - 1933     MONUMENTED       DOD
 BJ2291
 BJ2291                          STATION DESCRIPTION
 BJ2291
 BJ2291'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2291'11.6 MI N FROM BAYOU CHENE.
 BJ2291'11.6 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2291'ABOUT 0.9 MILE NORTH OF RYCADE SCHOOL, ABOUT 0.3 MILE SOUTH OF THE
 BJ2291'CONFLUENCE OF BAYOU LA ROMPE AND LITTLE ATCHAFALAYA RIVER, ABOUT 150
 BJ2291'FEET BELOW MILEPOST 70 C, ABOUT 225 FEET BACK OF THE TOP OF THE RIVER
 BJ2291'BANK, ABOUT 100 FEET BACK OF THE L.C. SURETTE RESIDENCE (FIRST HOUSE
 BJ2291'ON THE RIGHT BANK BELOW THE HEAD OF THE BAYOU), IN A BLAZED 18-INCH
 BJ2291'CYPRESS TREE WITH A BRASS PLATE STAMPED PRE. B.M. 121 1933, AND ABOUT
 BJ2291'30 INCHES HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0577 ***********************************************************************
 BW0577  DESIGNATION -  121/D BOLT
 BW0577  PID         -  BW0577
 BW0577  STATE/COUNTY-  LA/TENSAS
 BW0577  USGS QUAD   -  CHAMBLEE (1994)
 BW0577
 BW0577                         *CURRENT SURVEY CONTROL
 BW0577  ___________________________________________________________________
 BW0577* NAD 83(1986)-  31 50 50.     (N)    091 20 58.     (W)     SCALED    
 BW0577* NAVD 88     -        18.55   (+/-2cm)      60.9    (feet)  VERTCON   
 BW0577  ___________________________________________________________________
 BW0577  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0577
 BW0577  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0577
 BW0577.The horizontal coordinates were scaled from a topographic map and have
 BW0577.an estimated accuracy of +/- 6 seconds.
 BW0577
 BW0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0577.The vertical order pertains to the NGVD 29 superseded value.
 BW0577
 BW0577.The geoid height was determined by GEOID03.
 BW0577
 BW0577;                    North         East    Units  Estimated Accuracy
 BW0577;SPC LA N     -   149,950.    1,108,890.      MT  (+/- 180 meters Scaled)
 BW0577
 BW0577                          SUPERSEDED SURVEY CONTROL
 BW0577
 BW0577  NGVD 29 (??/??/92)   18.561  (m)           60.90   (f) ADJ UNCH    1 2
 BW0577
 BW0577.Superseded values are not recommended for survey control.
 BW0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0577.See file dsdata.txt to determine how the superseded data were derived.
 BW0577
 BW0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR561246(NAD 83)
 BW0577_MARKER: B = BOLT
 BW0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0577_SP_SET: TILE
 BW0577_STAMPING: 121/D
 BW0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0577
 BW0577  HISTORY     - Date     Condition        Report By
 BW0577  HISTORY     - UNK      MONUMENTED       DOD
 BW0577  HISTORY     - 1938     GOOD             NGS
 BW0577
 BW0577                          STATION DESCRIPTION
 BW0577
 BW0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0577'4.0 MI NE FROM WATER PROOF.
 BW0577'P.B.M. IS A TILE AND PIPE WITH BRASS CAP ON THE RIGHT BANK OF MISS.
 BW0577'RIVER IN TENSAS PARISH LA.  OPPOSTIE LOWER END OF SPITHEAD TOWHEAD.
 BW0577'ABOUT 3/4 MILE N.W. OF KEMPE BEND.  IN OPEN UNCULTIVATED FIELD ON
 BW0577'GIBSON PLANTATION.  BETWEEN OLD AND NEW LEVEES.  175 METERS LANDSIDE
 BW0577'OF OLD LEVEE AND 178 METERS TO THE RIVERSIDE OF NEW LEVEE.  AT A POINT
 BW0577'50 METERS UPSTREAM FROM A RAMP.  12 METERS LANDSIDE FROM TOP OF BORROW
 BW0577'PIT BANK 100 METERS ABOVE A BRIDGE WHICH CROSSES THE BORROW PIT AND 6
 BW0577'METERS DOWNSTREAM FROM AN OLD FENCE AND TIMBER LINE.  TOP OF CAP IS 12
 BW0577'IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0576 ***********************************************************************
 BW0576  DESIGNATION -  121/D CAP
 BW0576  PID         -  BW0576
 BW0576  STATE/COUNTY-  LA/TENSAS
 BW0576  USGS QUAD   -  CHAMBLEE (1994)
 BW0576
 BW0576                         *CURRENT SURVEY CONTROL
 BW0576  ___________________________________________________________________
 BW0576* NAD 83(1986)-  31 50 50.     (N)    091 20 58.     (W)     SCALED    
 BW0576* NAVD 88     -        19.79   (+/-2cm)      64.9    (feet)  VERTCON   
 BW0576  ___________________________________________________________________
 BW0576  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0576
 BW0576  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0576
 BW0576.The horizontal coordinates were scaled from a topographic map and have
 BW0576.an estimated accuracy of +/- 6 seconds.
 BW0576
 BW0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0576.The vertical order pertains to the NGVD 29 superseded value.
 BW0576
 BW0576.The geoid height was determined by GEOID03.
 BW0576
 BW0576;                    North         East    Units  Estimated Accuracy
 BW0576;SPC LA N     -   149,950.    1,108,890.      MT  (+/- 180 meters Scaled)
 BW0576
 BW0576                          SUPERSEDED SURVEY CONTROL
 BW0576
 BW0576  NGVD 29 (??/??/92)   19.801  (m)           64.96   (f) ADJ UNCH    1 2
 BW0576
 BW0576.Superseded values are not recommended for survey control.
 BW0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0576.See file dsdata.txt to determine how the superseded data were derived.
 BW0576
 BW0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR561246(NAD 83)
 BW0576_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0576_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0576_STAMPING: 121/D
 BW0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0576
 BW0576  HISTORY     - Date     Condition        Report By
 BW0576  HISTORY     - UNK      MONUMENTED       DOD
 BW0576  HISTORY     - 1938     GOOD             NGS
 BW0576
 BW0576                          STATION DESCRIPTION
 BW0576
 BW0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0576'4.0 MI NE FROM WATER PROOF.
 BW0576'P.B.M. IS A TILE AND PIPE WITH BRASS CAP ON THE RIGHT BANK OF MISS.
 BW0576'RIVER IN TENSAS PARISH LA.  OPPOSITE LOWER END OF SPITHEAD TOWHEAD.
 BW0576'ABOUT 3/4 MILE N.W. OF KEMPE BEND.  IN OPEN UNCULTIVATED FIELD ON
 BW0576'GIBSON PLANTATION.  BETWEEN OLD AND NEW LEVEES.  175 METERS LANDSIDE
 BW0576'OF OLD LEVEE AND 178 METERS TO THE RIVERSIDE OF NEW LEVEE.  AT A POINT
 BW0576'50 METERS UPSTREAM FROM A RAMP.  12 METERS LANDSIDE FROM TOP OF BORROW
 BW0576'PIT BANK.  100 METERS ABOVE A BRIDGE WHICH CROSSES THE BORROW PIT AND
 BW0576'6 METERS DOWNSTREAM FROM AN OLD FENCE AND TIMBER LINE.  TOP OF CAP IS
 BW0576'12 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2292 ***********************************************************************
 BJ2292  DESIGNATION -  122
 BJ2292  PID         -  BJ2292
 BJ2292  STATE/COUNTY-  LA/ST MARTIN
 BJ2292  USGS QUAD   -  COW BAYOU (1992)
 BJ2292
 BJ2292                         *CURRENT SURVEY CONTROL
 BJ2292  ___________________________________________________________________
 BJ2292* NAD 83(1986)-  30 15 31.     (N)    091 36 12.     (W)     SCALED    
 BJ2292* NAVD 88     -         5.70   (+/-2cm)      18.7    (feet)  VERTCON   
 BJ2292  ___________________________________________________________________
 BJ2292  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ2292
 BJ2292  VERT ORDER  -  ? (See Below)
 BJ2292
 BJ2292.The horizontal coordinates were scaled from a topographic map and have
 BJ2292.an estimated accuracy of +/- 6 seconds.
 BJ2292
 BJ2292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2292.The vertical order pertains to the NGVD 29 superseded value.
 BJ2292
 BJ2292.The geoid height was determined by GEOID03.
 BJ2292
 BJ2292;                    North         East    Units  Estimated Accuracy
 BJ2292;SPC LA S     -   194,960.      974,020.      MT  (+/- 180 meters Scaled)
 BJ2292
 BJ2292                          SUPERSEDED SURVEY CONTROL
 BJ2292
 BJ2292  NGVD 29 (??/??/??)    5.716  (m)           18.75   (f) ADJUSTED    ?  
 BJ2292
 BJ2292.Superseded values are not recommended for survey control.
 BJ2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2292.See file dsdata.txt to determine how the superseded data were derived.
 BJ2292
 BJ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP343482(NAD 83)
 BJ2292_MARKER: S = SPIKE
 BJ2292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2292_SP_SET: TREE
 BJ2292_STAMPING: PRE. B.M. 122 1933
 BJ2292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2292
 BJ2292  HISTORY     - Date     Condition        Report By
 BJ2292  HISTORY     - 1933     MONUMENTED       DOD
 BJ2292
 BJ2292                          STATION DESCRIPTION
 BJ2292
 BJ2292'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2292'10.7 MI N FROM BAYOU CHENE.
 BJ2292'10.7 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2292'ABOUT 1.2 MILES SOUTH OF THE CONFLUENCE OF BAYOU LA ROMPE AND LITTLE
 BJ2292'ATCHAFALAYA RIVER, ON THE RIGHT BANK OF THE BAYOU, DIRECTLY OPPOSITE
 BJ2292'AND ACROSS THE BAYOU FROM THE RYCADE OIL CORPORTATION FIELD OFFICE,
 BJ2292'ABOUT 85 FEET BELOW MILEAGE POLE 70.86, ABOUT 75 FEET SOUTH OF RYCADE
 BJ2292'SCHOOL, ABOUT 60 FEET LANDWARD FROM THE TOP OF THE BANK, 16 FEET NORTH
 BJ2292'OF A POINT 18 FEET LANDWARD FROM A SHED, IN THE RIVERSIDE OF A BLAZED
 BJ2292'24-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE. B.M. 122 1933,
 BJ2292'AND ABOUT 24 INCHES HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3938 ***********************************************************************
 BJ3938  DESIGNATION -  122 59
 BJ3938  PID         -  BJ3938
 BJ3938  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3938  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3938
 BJ3938                         *CURRENT SURVEY CONTROL
 BJ3938  ___________________________________________________________________
 BJ3938* NAD 83(1986)-  30 27 07.     (N)    091 03 21.     (W)     SCALED    
 BJ3938* NAVD 88     -        13.872  (meters)      45.51   (feet)  ADJUSTED  
 BJ3938  ___________________________________________________________________
 BJ3938  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3938  DYNAMIC HT  -          13.854 (meters)      45.45  (feet)  COMP
 BJ3938  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ3938
 BJ3938  VERT ORDER  -  SECOND    CLASS II
 BJ3938
 BJ3938.The horizontal coordinates were scaled from a topographic map and have
 BJ3938.an estimated accuracy of +/- 6 seconds.
 BJ3938
 BJ3938.The orthometric height was determined by differential leveling
 BJ3938.and adjusted by the National Geodetic Survey in February 1994..
 BJ3938
 BJ3938.The geoid height was determined by GEOID03.
 BJ3938
 BJ3938.The dynamic height is computed by dividing the NAVD 88
 BJ3938.geopotential number by the normal gravity value computed on the
 BJ3938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3938.degrees latitude (g = 980.6199 gals.).
 BJ3938
 BJ3938.The modeled gravity was interpolated from observed gravity values.
 BJ3938
 BJ3938;                    North         East    Units  Estimated Accuracy
 BJ3938;SPC LA S     -   216,400.    1,026,650.      MT  (+/- 180 meters Scaled)
 BJ3938
 BJ3938                          SUPERSEDED SURVEY CONTROL
 BJ3938
 BJ3938.No superseded survey control is available for this station.
 BJ3938
 BJ3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP866704(NAD 83)
 BJ3938_MARKER: DB = BENCH MARK DISK
 BJ3938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3938_SP_SET: CONCRETE POST
 BJ3938_STAMPING: 122-59 1959
 BJ3938_MARK LOGO: LA-033
 BJ3938_PROJECTION: FLUSH
 BJ3938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3938+STABILITY: SURFACE MOTION
 BJ3938
 BJ3938  HISTORY     - Date     Condition        Report By
 BJ3938  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3938  HISTORY     - 1987     GOOD             LA-033
 BJ3938
 BJ3938                          STATION DESCRIPTION
 BJ3938
 BJ3938'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3938'IN BATON ROUGE.
 BJ3938'LOCATED EAST OF BATON ROUGE ABOUT 0.08 KM (0.05 MI) EAST ON MOLLYLEA
 BJ3938'DRIVE FROM THE INTERSECTION OF MOLLYLEA DRIVE AND SHERWOOD FOREST
 BJ3938'BOULEVARD TO THE INTERSECTION OF MOLLYLEA DRIVE AND GLENHAVEN DRIVE
 BJ3938'AND THE MARK SET IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 BJ3938'THE MARK IS 1.22 METERS  E FROM A WITNESS POST.
 BJ3938'THE MARK IS 0.31 M ABOVE MOLLYLEA DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3283 ***********************************************************************
 AU3283  DESIGNATION -  122 A AZ MK
 AU3283  PID         -  AU3283
 AU3283  STATE/COUNTY-  LA/JEFFERSON
 AU3283  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3283
 AU3283                         *CURRENT SURVEY CONTROL
 AU3283  ___________________________________________________________________
 AU3283* NAD 83(1992)-  29 58 14.85671(N)    090 12 34.57934(W)     ADJUSTED  
 AU3283* NAVD 88     -         0.5  **(meters)       2.   **(feet)  VERTCON   
 AU3283  **This station is located in a subsidence area (see below).
 AU3283  ___________________________________________________________________
 AU3283  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU3283  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU3283
 AU3283  HORZ ORDER  -  SECOND
 AU3283
 AU3283.The horizontal coordinates were established by classical geodetic methods
 AU3283.and adjusted by the National Geodetic Survey in January 1993..
 AU3283.No horizontal observational check was made to the station.
 AU3283
 AU3283 ** The orthometric height has not been validated since last determined
 AU3283 ** by differential leveling and should not be used for control purposes.
 AU3283 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3283 ** area with valid NAVD 88 orthometric heights.
 AU3283 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3283 ** epoch indicated which incorporates improved geoid heights for the
 AU3283 ** Southern Louisiana Subsidence area.
 AU3283 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3283
 AU3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3283
 AU3283.The geoid height was determined by GEOID03.
 AU3283
 AU3283;                    North         East     Units Scale Factor Converg.
 AU3283;SPC LA S     -   163,560.802 1,108,446.289   MT  0.99992588   +0 33 42.8
 AU3283;SPC LA S     -   536,615.73  3,636,627.53   sFT  0.99992588   +0 33 42.8
 AU3283;UTM  15      - 3,318,826.130   769,259.577   MT  1.00049460   +1 23 41.3
 AU3283
 AU3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3283!SPC LA S     -   1.00000403  x   0.99992588  =   0.99992991
 AU3283!UTM  15      -   1.00000403  x   1.00049460  =   1.00049863
 AU3283
 AU3283                          SUPERSEDED SURVEY CONTROL
 AU3283
 AU3283  NAD 83(1986)-  29 58 14.87231(N)    090 12 34.57886(W) AD(       ) 2
 AU3283  NAD 27      -  29 58 14.13882(N)    090 12 34.30642(W) AD(       ) 2
 AU3283  NGVD 29 (05/20/88)    0.6    (m)            2.     (f) VERT ANG       
 AU3283
 AU3283.Superseded values are not recommended for survey control.
 AU3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3283.See file dsdata.txt to determine how the superseded data were derived.
 AU3283
 AU3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6926018826(NAD 83)
 AU3283_MARKER: DZ = AZIMUTH MARK DISK
 AU3283_SETTING: 0 = UNSPECIFIED SETTING
 AU3283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3283
 AU3283  HISTORY     - Date     Condition        Report By
 AU3283  HISTORY     - 1987     MONUMENTED       LADTD
 AU3283
 AU3283                          STATION DESCRIPTION
 AU3283
 AU3283'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3283'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 AU3283'NORTHWEST OF THE NORTH END OF THE HUEY P. LONG BRIDGE,
 AU3283'4.8 KM (3.0 MI) SOUTHEAST OF INTERSTATE HIGHWAY 10.
 AU3283'OWNERSHIP--CITY OF HARAHAN
 AU3283'
 AU3283'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3283'WILLAIMS BOULEVARD, GO SOUTH FOR 3.15 KM (1.95 MI) ON WILLAIMS
 AU3283'BOULEVARD TO ITS JUNCTION WITH AIRLINE HIGHWAY.
 AU3283'TURN LEFT AND GO EAST FOR 3.28 KM (2.05 MI) ON AIRLINE HIGHWAY TO
 AU3283'DAVID DRIVE ON THE RIGHT.
 AU3283'TURN RIGHT AND GO SOUTHEAST FOR 1.5 KM (0.9 MI) ON DAVID DRIVE TO
 AU3283'DOCK STREET ON THE RIGHT.
 AU3283'TURN RIGHT AND GO WEST FOR 0.16 KM (0.1 MI) ON DOCK STREET TO A
 AU3283'T-ROAD.
 AU3283'TURN RIGHT AND GO NORTHWEST FOR 0.53 KM (0.35 MI) ON HICKORY DRIVE
 AU3283'TO SUAVE ROAD ON THE LEFT.
 AU3283'TURN LEFT AND GO SOUTHWEST FOR 0.10 KM (0.05 MI) ON SUAVE ROAD TO A
 AU3283'BRIDGE OVER CANAL AND THE AZIMUTH MARK SET ACROSS THE BRIDGE ON THE
 AU3283'RIGHT IN THE ABUTEMENT OF THE BRIDGE.
 AU3283'
 AU3283'THE STATION IS A STANDARD NGS DISK
 AU3283'STAMPED---JPE 122A AZ MK---,
 AU3283'SET INTO A DRILL HOLE IN THE ABUTEMENT OF A BRIDGE
 AU3283'8.7 METERS (28.5 FT) NORTHWEST FROM THE CENTER OF A BRIDGE,
 AU3283'3.7 METERS (12.1 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A
 AU3283'BRIDGE, AND
 AU3283'0.4 METERS (1.3 FT) EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1590 ***********************************************************************
 BJ1590  DESIGNATION -  1228
 BJ1590  PID         -  BJ1590
 BJ1590  STATE/COUNTY-  LA/ST TAMMANY
 BJ1590  USGS QUAD   -  COVINGTON (1994)
 BJ1590
 BJ1590                         *CURRENT SURVEY CONTROL
 BJ1590  ___________________________________________________________________
 BJ1590* NAD 83(1986)-  30 29 12.     (N)    090 07 15.     (W)     SCALED    
 BJ1590* NAVD 88     -         8.308  (meters)      27.26   (feet)  ADJUSTED  
 BJ1590  ___________________________________________________________________
 BJ1590  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1590  DYNAMIC HT  -           8.297 (meters)      27.22  (feet)  COMP
 BJ1590  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 BJ1590
 BJ1590  VERT ORDER  -  FIRST     CLASS II
 BJ1590
 BJ1590.The horizontal coordinates were scaled from a topographic map and have
 BJ1590.an estimated accuracy of +/- 6 seconds.
 BJ1590
 BJ1590.The orthometric height was determined by differential leveling
 BJ1590.and adjusted by the National Geodetic Survey in February 1994..
 BJ1590
 BJ1590.The geoid height was determined by GEOID03.
 BJ1590
 BJ1590.The dynamic height is computed by dividing the NAVD 88
 BJ1590.geopotential number by the normal gravity value computed on the
 BJ1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1590.degrees latitude (g = 980.6199 gals.).
 BJ1590
 BJ1590.The modeled gravity was interpolated from observed gravity values.
 BJ1590
 BJ1590;                    North         East    Units  Estimated Accuracy
 BJ1590;SPC LA S     -   220,830.    1,116,410.      MT  (+/- 180 meters Scaled)
 BJ1590
 BJ1590                          SUPERSEDED SURVEY CONTROL
 BJ1590
 BJ1590  NGVD 29 (??/??/??)    8.310  (m)           27.26   (f) ADJUSTED    1 2
 BJ1590
 BJ1590.Superseded values are not recommended for survey control.
 BJ1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1590.See file dsdata.txt to determine how the superseded data were derived.
 BJ1590
 BJ1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP763762(NAD 83)
 BJ1590_MARKER: DD = SURVEY DISK
 BJ1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1590_SP_SET: CONCRETE POST
 BJ1590_STAMPING: 1228 28
 BJ1590_MARK LOGO: LAGS  
 BJ1590_PROJECTION: FLUSH
 BJ1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1590+STABILITY: SURFACE MOTION
 BJ1590
 BJ1590  HISTORY     - Date     Condition        Report By
 BJ1590  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1590  HISTORY     - 1961     GOOD             CGS
 BJ1590  HISTORY     - 1986     GOOD             NGS
 BJ1590  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 BJ1590
 BJ1590                          STATION DESCRIPTION
 BJ1590
 BJ1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BJ1590'1.5 MI W FROM COVINGTON.
 BJ1590'1.5 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE COURTHOUSE IN
 BJ1590'COVINGTON, AT A POINT ON THE HIGHWAY WHERE A THREE WIRE POWER LINE
 BJ1590'CROSSES THE HIGHWAY, 35.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BJ1590'39 FEET EAST-SOUTHEAST OF THE CENTER OF THE POWER LINE, 20 FEET
 BJ1590'EAST-SOUTHEAST OF A TELEPHONE POLE SUPPORTING A SINGLE CABLE, 75 PACES
 BJ1590'SOUTHEAST OF A SIDE ROAD LEADING SOUTH, 9 FEET SOUTHEAST OF A FENCE
 BJ1590'CORNER AND 17 FEET NORTHEAST OF AN 18-INCH PINE TREE.  A STANDARD USC
 BJ1590'AND GS AND STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 BJ1590'PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD. NOTE-- A METAL
 BJ1590'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 BJ1590
 BJ1590                          STATION RECOVERY (1986)
 BJ1590
 BJ1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1590'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.6 KM (1.6
 BJ1590'MILES) WEST ALONG U.S. HIGHWAY 190 BUSINESS FROM THE COURTHOUSE IN
 BJ1590'COVINGTON TO THE MARK ON THE LEFT ACROSS HIGHWAY FROM THE LARSEN AND
 BJ1590'CANONE NURSERY.  IT IS 10.8 METERS (35.7 FT) SOUTHWEST OF THE
 BJ1590'CENTERLINE OF U.S. HIGHWAY 190 AND 6.0 METERS (20.0 FT) SOUTHEAST OF A
 BJ1590'CABLE POLE.
 BJ1590'THE MARK IS 0.21 METERS  SW FROM  A WITNESS POST
 BJ1590'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ1590
 BJ1590                          STATION RECOVERY (2003)
 BJ1590
 BJ1590'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1590'POSSIBLY THERE BUT COVERED WITH SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1591 ***********************************************************************
 BJ1591  DESIGNATION -  1229
 BJ1591  PID         -  BJ1591
 BJ1591  STATE/COUNTY-  LA/ST TAMMANY
 BJ1591  USGS QUAD   -  MADISONVILLE (1979)
 BJ1591
 BJ1591                         *CURRENT SURVEY CONTROL
 BJ1591  ___________________________________________________________________
 BJ1591* NAD 83(1986)-  30 29 21.     (N)    090 07 31.     (W)     SCALED    
 BJ1591* NAVD 88     -         8.310  (meters)      27.26   (feet)  ADJUSTED  
 BJ1591  ___________________________________________________________________
 BJ1591  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ1591  DYNAMIC HT  -           8.300 (meters)      27.23  (feet)  COMP
 BJ1591  MODELED GRAV-     979,357.2   (mgal)                       NAVD 88
 BJ1591
 BJ1591  VERT ORDER  -  FIRST     CLASS II
 BJ1591
 BJ1591.The horizontal coordinates were scaled from a topographic map and have
 BJ1591.an estimated accuracy of +/- 6 seconds.
 BJ1591
 BJ1591.The orthometric height was determined by differential leveling
 BJ1591.and adjusted by the National Geodetic Survey in February 1994..
 BJ1591
 BJ1591.The geoid height was determined by GEOID03.
 BJ1591
 BJ1591.The dynamic height is computed by dividing the NAVD 88
 BJ1591.geopotential number by the normal gravity value computed on the
 BJ1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1591.degrees latitude (g = 980.6199 gals.).
 BJ1591
 BJ1591.The modeled gravity was interpolated from observed gravity values.
 BJ1591
 BJ1591;                    North         East    Units  Estimated Accuracy
 BJ1591;SPC LA S     -   221,100.    1,115,980.      MT  (+/- 180 meters Scaled)
 BJ1591
 BJ1591                          SUPERSEDED SURVEY CONTROL
 BJ1591
 BJ1591  NGVD 29 (??/??/??)    8.303  (m)           27.24   (f) ADJUSTED    1 2
 BJ1591
 BJ1591.Superseded values are not recommended for survey control.
 BJ1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1591.See file dsdata.txt to determine how the superseded data were derived.
 BJ1591
 BJ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP759765(NAD 83)
 BJ1591_MARKER: DD = SURVEY DISK
 BJ1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1591_SP_SET: CONCRETE POST
 BJ1591_STAMPING: 1229 28
 BJ1591_MARK LOGO: LAGS  
 BJ1591_PROJECTION: FLUSH
 BJ1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1591+STABILITY: SURFACE MOTION
 BJ1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1591+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 BJ1591
 BJ1591  HISTORY     - Date     Condition        Report By
 BJ1591  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1591  HISTORY     - 1955     GOOD             CGS
 BJ1591  HISTORY     - 1961     GOOD             CGS
 BJ1591  HISTORY     - 1986     GOOD             NGS
 BJ1591  HISTORY     - 20031012 GOOD             USPSQD
 BJ1591  HISTORY     - 20040630 GOOD             DEWDAV
 BJ1591
 BJ1591                          STATION DESCRIPTION
 BJ1591
 BJ1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1591'1.9 MI W FROM COVINGTON.
 BJ1591'LOCATED 1.9 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE COURTHOUSE IN
 BJ1591'COVINGTON, IN THE SOUTHEAST CORNER OF A YARD ON THE PROPERTY OF A.J.
 BJ1591'ROBERTS, 126 PACES WEST OF A CONCRETE CULVERT UNDER HIGHWAY 190, 9
 BJ1591'FEET NORTH OF A WOVEN WIRE FENCE, 135 FEET SOUTHEAST OF THE SOUTH POST
 BJ1591'OF THE DRIVEWAY ENTRANCE TO THE ROBERTS HOME AND 9 FEET SOUTHEAST OF A
 BJ1591'6 INCH PINE TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BJ1591'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 BJ1591
 BJ1591                          STATION RECOVERY (1961)
 BJ1591
 BJ1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 BJ1591'RECOVERED IN GOOD CONDITION.
 BJ1591
 BJ1591                          STATION RECOVERY (1986)
 BJ1591
 BJ1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1591'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 BJ1591'MILES) WEST ALONG U.S. HIGHWAY 190 BUSINESS FROM THE COURTHOUSE IN
 BJ1591'COVINGTON TO THE MARK ON THE RIGHT AT THE COVINGTON MONUMENT COMPANY.
 BJ1591'IT IS 14.9 METERS (49.0 FT) NORTHEAST OF THE CENTERLINE OF U.S.
 BJ1591'HIGHWAY 190 AND 6.5 METERS (21.6 FT) EAST-NORTHEAST OF THE SOUTHEAST
 BJ1591'END OF A CEMENT BLOCK WALK.
 BJ1591'THE MARK IS 2.9 METERS  NW FROM  A WITNESS POST
 BJ1591'THE MARK IS 0.61 M ABOVE HIGHWAY 190.
 BJ1591
 BJ1591                          STATION RECOVERY (2003)
 BJ1591
 BJ1591'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1591'RECOVERED IN GOOD CONDITION.
 BJ1591
 BJ1591                          STATION RECOVERY (2004)
 BJ1591
 BJ1591'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BJ1591'RECOVERED AS DESCRIBED EXCEPT NAME OF BUILDING IS NOW E. J. FIELDING
 BJ1591'FUNERAL HOME, INC. STATION IS 11.2 METERS (36.9 FT) WEST-NORTHWEST OF
 BJ1591'A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2293 ***********************************************************************
 BJ2293  DESIGNATION -  123
 BJ2293  PID         -  BJ2293
 BJ2293  STATE/COUNTY-  LA/ST MARTIN
 BJ2293  USGS QUAD   -  COW BAYOU (1992)
 BJ2293
 BJ2293                         *CURRENT SURVEY CONTROL
 BJ2293  ___________________________________________________________________
 BJ2293* NAD 83(1986)-  30 15 01.     (N)    091 35 50.     (W)     SCALED    
 BJ2293* NAVD 88     -         6.06   (+/-2cm)      19.9    (feet)  VERTCON   
 BJ2293  ___________________________________________________________________
 BJ2293  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ2293
 BJ2293  VERT ORDER  -  ? (See Below)
 BJ2293
 BJ2293.The horizontal coordinates were scaled from a topographic map and have
 BJ2293.an estimated accuracy of +/- 6 seconds.
 BJ2293
 BJ2293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2293.The vertical order pertains to the NGVD 29 superseded value.
 BJ2293
 BJ2293.The geoid height was determined by GEOID03.
 BJ2293
 BJ2293;                    North         East    Units  Estimated Accuracy
 BJ2293;SPC LA S     -   194,040.      974,600.      MT  (+/- 180 meters Scaled)
 BJ2293
 BJ2293                          SUPERSEDED SURVEY CONTROL
 BJ2293
 BJ2293  NGVD 29 (??/??/??)    6.071  (m)           19.92   (f) ADJUSTED    ?  
 BJ2293
 BJ2293.Superseded values are not recommended for survey control.
 BJ2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2293.See file dsdata.txt to determine how the superseded data were derived.
 BJ2293
 BJ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP349473(NAD 83)
 BJ2293_MARKER: S = SPIKE
 BJ2293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2293_SP_SET: TREE
 BJ2293_STAMPING: PRE.B.M. 123 1933
 BJ2293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2293
 BJ2293  HISTORY     - Date     Condition        Report By
 BJ2293  HISTORY     - 1933     MONUMENTED       DOD
 BJ2293
 BJ2293                          STATION DESCRIPTION
 BJ2293
 BJ2293'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2293'10.0 MI N FROM BAYOU CHENE.
 BJ2293'10.0 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2293'ABOUT 1.8 MILES SOUTH OF THE CONFLUENCE OF BAYOU LA ROMPE AND LITTLE
 BJ2293'ATCHAFALAYA RIVER, ON THE RIGHT BANK OF THE BAYOU, ABOUT 60 FEET NORTH
 BJ2293'OF THE UPPER BANK OF THE UPPER FORK OF RYCADE CANAL, ABOUT 75 FEET
 BJ2293'LANDWARD FROM THE TOP OF THE BANK, ABOUT 50 FEET BACK OF MILEAGE POLE
 BJ2293'71.49, IN THE RIVERSIDE OF A BLAZED 18-INCH COTTONWOOD TREE WITH A
 BJ2293'BRASS PLATE STAMPED PRE. B.M. 123 1933, AND ABOUT 24 INCHES HIGHER
 BJ2293'THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3937 ***********************************************************************
 BJ3937  DESIGNATION -  123 AZ MK 1
 BJ3937  PID         -  BJ3937
 BJ3937  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3937  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3937
 BJ3937                         *CURRENT SURVEY CONTROL
 BJ3937  ___________________________________________________________________
 BJ3937* NAD 83(1986)-  30 26 49.     (N)    091 03 28.     (W)     SCALED    
 BJ3937* NAVD 88     -        13.338  (meters)      43.76   (feet)  ADJUSTED  
 BJ3937  ___________________________________________________________________
 BJ3937  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3937  DYNAMIC HT  -          13.320 (meters)      43.70  (feet)  COMP
 BJ3937  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BJ3937
 BJ3937  VERT ORDER  -  SECOND    CLASS II
 BJ3937
 BJ3937.The horizontal coordinates were scaled from a topographic map and have
 BJ3937.an estimated accuracy of +/- 6 seconds.
 BJ3937
 BJ3937.The orthometric height was determined by differential leveling
 BJ3937.and adjusted by the National Geodetic Survey in February 1994..
 BJ3937
 BJ3937.The geoid height was determined by GEOID03.
 BJ3937
 BJ3937.The dynamic height is computed by dividing the NAVD 88
 BJ3937.geopotential number by the normal gravity value computed on the
 BJ3937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3937.degrees latitude (g = 980.6199 gals.).
 BJ3937
 BJ3937.The modeled gravity was interpolated from observed gravity values.
 BJ3937
 BJ3937;                    North         East    Units  Estimated Accuracy
 BJ3937;SPC LA S     -   215,840.    1,026,470.      MT  (+/- 180 meters Scaled)
 BJ3937
 BJ3937                          SUPERSEDED SURVEY CONTROL
 BJ3937
 BJ3937.No superseded survey control is available for this station.
 BJ3937
 BJ3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP864699(NAD 83)
 BJ3937_STAMPING: 123 AZ MK 1
 BJ3937_PROJECTION: FLUSH
 BJ3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3937+STABILITY: SURFACE MOTION
 BJ3937
 BJ3937  HISTORY     - Date     Condition        Report By
 BJ3937  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3937  HISTORY     - 1987     GOOD             LA-033
 BJ3937
 BJ3937                          STATION DESCRIPTION
 BJ3937
 BJ3937'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3937'IN BATON ROUGE.
 BJ3937'LOCATED EAST OF BATON ROUGE ON SHERWOOD FOREST BOULEVARD ABOUT 30.5
 BJ3937'METERS (100 FEET) SOUTH OF THE JUNCTION OF SHERWOOD FOREST BOULEVARD
 BJ3937'AND GOODWOOD BOULEVARD, 12.3 METERS (40.5 FEET) WEST OF THE WEST CURB
 BJ3937'OF THE NORTH BOUND LANE, 4.1 METERS (13.5 FEET) EAST OF THE EAST CURB
 BJ3937'OF THE SOUTH BOUND LANE, AND 0.61 METERS (2 FEET) SOUTH OF A STREET
 BJ3937'LIGHT.
 BJ3937'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 BJ3937'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1592 ***********************************************************************
 BJ1592  DESIGNATION -  1231 LAGS
 BJ1592  PID         -  BJ1592
 BJ1592  STATE/COUNTY-  LA/ST TAMMANY
 BJ1592  USGS QUAD   -  MADISONVILLE (1979)
 BJ1592
 BJ1592                         *CURRENT SURVEY CONTROL
 BJ1592  ___________________________________________________________________
 BJ1592* NAD 83(1986)-  30 29 32.     (N)    090 08 35.     (W)     SCALED    
 BJ1592* NAVD 88     -         9.79   (+/-2cm)      32.1    (feet)  VERTCON   
 BJ1592  ___________________________________________________________________
 BJ1592  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1592
 BJ1592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1592
 BJ1592.The horizontal coordinates were scaled from a topographic map and have
 BJ1592.an estimated accuracy of +/- 6 seconds.
 BJ1592
 BJ1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1592.The vertical order pertains to the NGVD 29 superseded value.
 BJ1592
 BJ1592.The geoid height was determined by GEOID03.
 BJ1592
 BJ1592;                    North         East    Units  Estimated Accuracy
 BJ1592;SPC LA S     -   221,420.    1,114,270.      MT  (+/- 180 meters Scaled)
 BJ1592
 BJ1592                          SUPERSEDED SURVEY CONTROL
 BJ1592
 BJ1592  NGVD 29 (??/??/??)    9.809  (m)           32.18   (f) ADJUSTED    2 0
 BJ1592
 BJ1592.Superseded values are not recommended for survey control.
 BJ1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1592.See file dsdata.txt to determine how the superseded data were derived.
 BJ1592
 BJ1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP742768(NAD 83)
 BJ1592_MARKER: DD = SURVEY DISK
 BJ1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1592_STAMPING: 1231 33
 BJ1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1592+STABILITY: SURFACE MOTION
 BJ1592
 BJ1592  HISTORY     - Date     Condition        Report By
 BJ1592  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1592  HISTORY     - 1961     POOR             CGS
 BJ1592
 BJ1592                          STATION DESCRIPTION
 BJ1592
 BJ1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BJ1592'3.1 MI W FROM COVINGTON.
 BJ1592'3.1 MILES WEST ALONG THE GAYLORD CONTAINER CORP. RAILROAD FROM THE
 BJ1592'RAILROAD STATION IN COVINGTON, 1.5 MILE EAST OF THE BRIDGE OVER THE
 BJ1592'TCHEFUNCTA RIVER, AT A ROAD CROSSING OPPOSITE THE WARB RADIO TOWER AND
 BJ1592'STATION.  IT IS 41 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190,
 BJ1592'36.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 21 FEET EAST OF THE
 BJ1592'CENTERLINE OF A NORTH-SOUTH ROAD AND 11 FEET EAST OF THE PROJECTED
 BJ1592'TANGENT OF THE EAST WALL OF THE RADIO STATION.  A STANDARD DISK SET IN
 BJ1592'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND 1 FOOT BELOW THE
 BJ1592'LEVEL OF THE TRACKS.  NOTE-- THE MARK WAS FOUND LEANING AT A 45 DEGREE
 BJ1592'ANGLE AT THIS DATE.  THE MARK WAS LEFT AS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2297 ***********************************************************************
 BJ2297  DESIGNATION -  124
 BJ2297  PID         -  BJ2297
 BJ2297  STATE/COUNTY-  LA/ST MARTIN
 BJ2297  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2297
 BJ2297                         *CURRENT SURVEY CONTROL
 BJ2297  ___________________________________________________________________
 BJ2297* NAD 83(1986)-  30 13 53.     (N)    091 35 22.     (W)     SCALED    
 BJ2297* NAVD 88     -         4.77   (+/-2cm)      15.6    (feet)  VERTCON   
 BJ2297  ___________________________________________________________________
 BJ2297  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2297
 BJ2297  VERT ORDER  -  ? (See Below)
 BJ2297
 BJ2297.The horizontal coordinates were scaled from a topographic map and have
 BJ2297.an estimated accuracy of +/- 6 seconds.
 BJ2297
 BJ2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2297.The vertical order pertains to the NGVD 29 superseded value.
 BJ2297
 BJ2297.The geoid height was determined by GEOID03.
 BJ2297
 BJ2297;                    North         East    Units  Estimated Accuracy
 BJ2297;SPC LA S     -   191,940.      975,350.      MT  (+/- 180 meters Scaled)
 BJ2297
 BJ2297                          SUPERSEDED SURVEY CONTROL
 BJ2297
 BJ2297  NGVD 29 (??/??/??)    4.787  (m)           15.71   (f) ADJUSTED    ?  
 BJ2297
 BJ2297.Superseded values are not recommended for survey control.
 BJ2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2297.See file dsdata.txt to determine how the superseded data were derived.
 BJ2297
 BJ2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP357452(NAD 83)
 BJ2297_MARKER: S = SPIKE
 BJ2297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2297_SP_SET: TREE
 BJ2297_STAMPING: PRE.B.M. 124 1933
 BJ2297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2297
 BJ2297  HISTORY     - Date     Condition        Report By
 BJ2297  HISTORY     - 1933     MONUMENTED       DOD
 BJ2297
 BJ2297                          STATION DESCRIPTION
 BJ2297
 BJ2297'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2297'8.6 MI N FROM BAYOU CHENE.
 BJ2297'8.6 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2297'ABOUT 1/2 MILE NORTH OF THE CONFLUENCE OF BAYOU LA ROMPE AND LAKE
 BJ2297'LONG, ON THE RIGHT BANK OF THE BAYOU, ABOUT 250 FEET BELOW MILEPOST 73
 BJ2297'C, AT THE EDGE OF TIMBER ABOUT 100 FEET LANDWARD FROM THE TOP OF THE
 BJ2297'BANK, IN THE RIVERSIDE OF A BLAZED 24-INCH COTTONWOOD TREE WITH A
 BJ2297'BRASS PLATE STAMPED PRE. B.M. 124 1933, AND ABOUT 30 INCHES HIGHER
 BJ2297'THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3936 ***********************************************************************
 BJ3936  DESIGNATION -  124 59
 BJ3936  PID         -  BJ3936
 BJ3936  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3936  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3936
 BJ3936                         *CURRENT SURVEY CONTROL
 BJ3936  ___________________________________________________________________
 BJ3936* NAD 83(1986)-  30 26 15.     (N)    091 03 18.     (W)     SCALED    
 BJ3936* NAVD 88     -        12.703  (meters)      41.68   (feet)  ADJUSTED  
 BJ3936  ___________________________________________________________________
 BJ3936  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3936  DYNAMIC HT  -          12.687 (meters)      41.62  (feet)  COMP
 BJ3936  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 BJ3936
 BJ3936  VERT ORDER  -  SECOND    CLASS II
 BJ3936
 BJ3936.The horizontal coordinates were scaled from a topographic map and have
 BJ3936.an estimated accuracy of +/- 6 seconds.
 BJ3936
 BJ3936.The orthometric height was determined by differential leveling
 BJ3936.and adjusted by the National Geodetic Survey in February 1994..
 BJ3936
 BJ3936.The geoid height was determined by GEOID03.
 BJ3936
 BJ3936.The dynamic height is computed by dividing the NAVD 88
 BJ3936.geopotential number by the normal gravity value computed on the
 BJ3936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3936.degrees latitude (g = 980.6199 gals.).
 BJ3936
 BJ3936.The modeled gravity was interpolated from observed gravity values.
 BJ3936
 BJ3936;                    North         East    Units  Estimated Accuracy
 BJ3936;SPC LA S     -   214,800.    1,026,740.      MT  (+/- 180 meters Scaled)
 BJ3936
 BJ3936                          SUPERSEDED SURVEY CONTROL
 BJ3936
 BJ3936.No superseded survey control is available for this station.
 BJ3936
 BJ3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP867688(NAD 83)
 BJ3936_MARKER: DB = BENCH MARK DISK
 BJ3936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3936_SP_SET: CONCRETE POST
 BJ3936_STAMPING: 124-59 1959
 BJ3936_MARK LOGO: LA-033
 BJ3936_PROJECTION: FLUSH
 BJ3936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3936+STABILITY: SURFACE MOTION
 BJ3936
 BJ3936  HISTORY     - Date     Condition        Report By
 BJ3936  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3936  HISTORY     - 1987     GOOD             LA-033
 BJ3936
 BJ3936                          STATION DESCRIPTION
 BJ3936
 BJ3936'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3936'IN BATON ROUGE.
 BJ3936'LOCATED SOUTHEAST OF BATON ROUGE AT THE JUNCTION OF OLD HAMMOND
 BJ3936'HIGHWAY AND KING RICHARD DRIVE, 18.6 METERS (61 FEET) NORTHWEST OF
 BJ3936'THE CENTERLINE OF OLD HAMMOND HIGHWAY, 8.8 METERS (29 FEET) NORTHWEST
 BJ3936'OF A POWER POLE, 7.3 METERS (24 FEET) NORTHEAST OF THE CENTERLINE OF
 BJ3936'KING RICHARD DRIVE, AND 0.31 METERS (1 FEET) WEST OF A SIDEWALK.
 BJ3936'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ3936'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3929 ***********************************************************************
 BJ3929  DESIGNATION -  124 RM 1
 BJ3929  PID         -  BJ3929
 BJ3929  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3929  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3929
 BJ3929                         *CURRENT SURVEY CONTROL
 BJ3929  ___________________________________________________________________
 BJ3929* NAD 83(1986)-  30 26 15.     (N)    091 03 18.     (W)     SCALED    
 BJ3929* NAVD 88     -        12.778  (meters)      41.92   (feet)  ADJUSTED  
 BJ3929  ___________________________________________________________________
 BJ3929  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3929  DYNAMIC HT  -          12.762 (meters)      41.87  (feet)  COMP
 BJ3929  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 BJ3929
 BJ3929  VERT ORDER  -  SECOND    CLASS II
 BJ3929
 BJ3929.The horizontal coordinates were scaled from a topographic map and have
 BJ3929.an estimated accuracy of +/- 6 seconds.
 BJ3929
 BJ3929.The orthometric height was determined by differential leveling
 BJ3929.and adjusted by the National Geodetic Survey in February 1994..
 BJ3929
 BJ3929.The geoid height was determined by GEOID03.
 BJ3929
 BJ3929.The dynamic height is computed by dividing the NAVD 88
 BJ3929.geopotential number by the normal gravity value computed on the
 BJ3929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3929.degrees latitude (g = 980.6199 gals.).
 BJ3929
 BJ3929.The modeled gravity was interpolated from observed gravity values.
 BJ3929
 BJ3929;                    North         East    Units  Estimated Accuracy
 BJ3929;SPC LA S     -   214,800.    1,026,740.      MT  (+/- 180 meters Scaled)
 BJ3929
 BJ3929                          SUPERSEDED SURVEY CONTROL
 BJ3929
 BJ3929.No superseded survey control is available for this station.
 BJ3929
 BJ3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP867688(NAD 83)
 BJ3929_MARKER: DR = REFERENCE MARK DISK
 BJ3929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3929_SP_SET: CONCRETE POST
 BJ3929_STAMPING: 124 RM 1 1974
 BJ3929_MARK LOGO: LA-033
 BJ3929_PROJECTION: FLUSH
 BJ3929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3929+STABILITY: SURFACE MOTION
 BJ3929
 BJ3929  HISTORY     - Date     Condition        Report By
 BJ3929  HISTORY     - 1974     MONUMENTED       LA-033
 BJ3929  HISTORY     - 1987     GOOD             LA-033
 BJ3929
 BJ3929                          STATION DESCRIPTION
 BJ3929
 BJ3929'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3929'IN BATON ROUGE.
 BJ3929'LOCATED EAST OF BATON ROUGE ON OLD HAMMOND HIGHWAY ABOUT 0.16 KM (0.1
 BJ3929'MI) EAST OF THE JUNCTION OF SHERWOOD FOREST BOULEVARD AND OLD HAMMOND
 BJ3929'HIGHWAY, TO THE MARK NORTH OF OLD HAMMOND HIGHWAY, 25.6 METERS (84
 BJ3929'FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK RESIDENCE AT 11625
 BJ3929'OLD HAMMOND HIGHWAY, 11.0 METERS (36 FEET) NORTH OF THE CENTERLINE OF
 BJ3929'OLD HAMMOND HIGHWAY, AND 4.3 METERS (14 FEET) SOUTH OF THE CENTERLINE
 BJ3929'OF THE SIDEWALK.
 BJ3929'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 BJ3929'THE MARK IS 0.31 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1582 ***********************************************************************
 BJ1582  DESIGNATION -  1240 LAGS
 BJ1582  PID         -  BJ1582
 BJ1582  STATE/COUNTY-  LA/ST TAMMANY
 BJ1582  USGS QUAD   -  COVINGTON (1994)
 BJ1582
 BJ1582                         *CURRENT SURVEY CONTROL
 BJ1582  ___________________________________________________________________
 BJ1582* NAD 83(1986)-  30 28 50.     (N)    090 02 16.     (W)     SCALED    
 BJ1582* NAVD 88     -         8.69   (+/-2cm)      28.5    (feet)  VERTCON   
 BJ1582  ___________________________________________________________________
 BJ1582  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ1582
 BJ1582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1582
 BJ1582.The horizontal coordinates were scaled from a topographic map and have
 BJ1582.an estimated accuracy of +/- 6 seconds.
 BJ1582
 BJ1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1582.The vertical order pertains to the NGVD 29 superseded value.
 BJ1582
 BJ1582.The geoid height was determined by GEOID03.
 BJ1582
 BJ1582;                    North         East    Units  Estimated Accuracy
 BJ1582;SPC LA S     -   220,240.    1,124,390.      MT  (+/- 180 meters Scaled)
 BJ1582
 BJ1582                          SUPERSEDED SURVEY CONTROL
 BJ1582
 BJ1582  NGVD 29 (??/??/??)    8.704  (m)           28.56   (f) ADJUSTED    2 0
 BJ1582
 BJ1582.Superseded values are not recommended for survey control.
 BJ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1582.See file dsdata.txt to determine how the superseded data were derived.
 BJ1582
 BJ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP843757(NAD 83)
 BJ1582_MARKER: DD = SURVEY DISK
 BJ1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1582_STAMPING: 1240
 BJ1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1582+STABILITY: SURFACE MOTION
 BJ1582
 BJ1582  HISTORY     - Date     Condition        Report By
 BJ1582  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1582  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1582
 BJ1582                          STATION DESCRIPTION
 BJ1582
 BJ1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1582'IN ABITA SPRINGS.
 BJ1582'AT ABITA SPRINGS, ST. TAMMANY PARISH, 175 FEET NORTHEAST OF THE EAST
 BJ1582'ENTRANCE TO THE GRAMMAR SCHOOL, 150 FEET NORTHEAST OF A FLAGPOLE BASE,
 BJ1582'100 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 190, 10 FEET WEST
 BJ1582'OF THE FOOTPATH LEADING TO THE LABAT HOTEL.  A STATE SURVEY
 BJ1582'STANDARD DISK, STAMPED 1240 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2298 ***********************************************************************
 BJ2298  DESIGNATION -  125
 BJ2298  PID         -  BJ2298
 BJ2298  STATE/COUNTY-  LA/ST MARTIN
 BJ2298  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2298
 BJ2298                         *CURRENT SURVEY CONTROL
 BJ2298  ___________________________________________________________________
 BJ2298* NAD 83(1986)-  30 13 29.     (N)    091 35 11.     (W)     SCALED    
 BJ2298* NAVD 88     -         5.11   (+/-2cm)      16.8    (feet)  VERTCON   
 BJ2298  ___________________________________________________________________
 BJ2298  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2298
 BJ2298  VERT ORDER  -  ? (See Below)
 BJ2298
 BJ2298.The horizontal coordinates were scaled from a topographic map and have
 BJ2298.an estimated accuracy of +/- 6 seconds.
 BJ2298
 BJ2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2298.The vertical order pertains to the NGVD 29 superseded value.
 BJ2298
 BJ2298.The geoid height was determined by GEOID03.
 BJ2298
 BJ2298;                    North         East    Units  Estimated Accuracy
 BJ2298;SPC LA S     -   191,200.      975,640.      MT  (+/- 180 meters Scaled)
 BJ2298
 BJ2298                          SUPERSEDED SURVEY CONTROL
 BJ2298
 BJ2298  NGVD 29 (??/??/??)    5.127  (m)           16.82   (f) ADJUSTED    ?  
 BJ2298
 BJ2298.Superseded values are not recommended for survey control.
 BJ2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2298.See file dsdata.txt to determine how the superseded data were derived.
 BJ2298
 BJ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP360445(NAD 83)
 BJ2298_MARKER: S = SPIKE
 BJ2298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2298_SP_SET: TREE
 BJ2298_STAMPING: PRE.B.M. 125 1933
 BJ2298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2298
 BJ2298  HISTORY     - Date     Condition        Report By
 BJ2298  HISTORY     - 1933     MONUMENTED       DOD
 BJ2298
 BJ2298                          STATION DESCRIPTION
 BJ2298
 BJ2298'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2298'8.1 MI N FROM BAYOU CHENE.
 BJ2298'8.1 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2298'ON THE RIGHT BANK OF BAYOU LA ROMPE, ABOUT 50 FEET BACK OF MILEAGE
 BJ2298'POLE 73.43, ABOUT 50 FEET LANDWARD FROM THE CONFLUENCE OF THE BAYOU
 BJ2298'AND LAKE LONG, IN THE UPPER RIVERSIDE OF A BLAZED 24-INCH WILLOW TREE
 BJ2298'WITH A BRASS PLATE STAMPED PRE. B.M. 125 1933, AND ABOUT 24 INCHES
 BJ2298'HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1153 ***********************************************************************
 CP1153  DESIGNATION -  1250 A BOLT
 CP1153  PID         -  CP1153
 CP1153  STATE/COUNTY-  LA/EAST CARROLL
 CP1153  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1153
 CP1153                         *CURRENT SURVEY CONTROL
 CP1153  ___________________________________________________________________
 CP1153* NAD 83(1986)-  32 43 08.     (N)    091 08 53.     (W)     SCALED    
 CP1153* NAVD 88     -        29.82   (+/-2cm)      97.8    (feet)  VERTCON   
 CP1153  ___________________________________________________________________
 CP1153  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1153
 CP1153  VERT ORDER  -  ? (See Below)
 CP1153
 CP1153.The horizontal coordinates were scaled from a topographic map and have
 CP1153.an estimated accuracy of +/- 6 seconds.
 CP1153
 CP1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1153.The vertical order pertains to the NGVD 29 superseded value.
 CP1153
 CP1153.The geoid height was determined by GEOID03.
 CP1153
 CP1153;                    North         East    Units  Estimated Accuracy
 CP1153;SPC LA N     -   246,820.    1,126,740.      MT  (+/- 180 meters Scaled)
 CP1153
 CP1153                          SUPERSEDED SURVEY CONTROL
 CP1153
 CP1153  NGVD 29 (??/??/92)   29.865  (m)           97.98   (f) ADJ UNCH    ?  
 CP1153
 CP1153.Superseded values are not recommended for survey control.
 CP1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1153.See file dsdata.txt to determine how the superseded data were derived.
 CP1153
 CP1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS735216(NAD 83)
 CP1153_MARKER: B = BOLT
 CP1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1153_SP_SET: STONE
 CP1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1153+STABILITY: SURFACE MOTION
 CP1153
 CP1153  HISTORY     - Date     Condition        Report By
 CP1153  HISTORY     - UNK      MONUMENTED       DOD
 CP1153  HISTORY     - 1934     GOOD             DOD
 CP1153
 CP1153                          STATION DESCRIPTION
 CP1153
 CP1153'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1153'7 MI SE FROM LAKE PROVIDENCE.
 CP1153'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1153'MISSISSIPPI RIVER, EAST CARROLL PARISH, LA.  7 MILES SOUTHEAST OF LAKE
 CP1153'PROVIDENCE, LA.  901 FEET SOUTH OF LEVEE AT STATION NO. 1250. 750 FEET
 CP1153'SOUTH OF DRAINAGE DITCH.  150 FEET NORTHEAST OF 32-INCH CYPRESS TREE.
 CP1153'105 FEET EAST OF 24-INCH TWIN COTTONWOOD TREE.  30 FEET SOUTHWEST OF
 CP1153'30-INCH CYPRESS TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1152 ***********************************************************************
 CP1152  DESIGNATION -  1250 A CAP
 CP1152  PID         -  CP1152
 CP1152  STATE/COUNTY-  LA/EAST CARROLL
 CP1152  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1152
 CP1152                         *CURRENT SURVEY CONTROL
 CP1152  ___________________________________________________________________
 CP1152* NAD 83(1986)-  32 43 08.     (N)    091 08 53.     (W)     SCALED    
 CP1152* NAVD 88     -        31.03   (+/-2cm)     101.8    (feet)  VERTCON   
 CP1152  ___________________________________________________________________
 CP1152  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1152
 CP1152  VERT ORDER  -  ? (See Below)
 CP1152
 CP1152.The horizontal coordinates were scaled from a topographic map and have
 CP1152.an estimated accuracy of +/- 6 seconds.
 CP1152
 CP1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1152.The vertical order pertains to the NGVD 29 superseded value.
 CP1152
 CP1152.The geoid height was determined by GEOID03.
 CP1152
 CP1152;                    North         East    Units  Estimated Accuracy
 CP1152;SPC LA N     -   246,820.    1,126,740.      MT  (+/- 180 meters Scaled)
 CP1152
 CP1152                          SUPERSEDED SURVEY CONTROL
 CP1152
 CP1152  NGVD 29 (??/??/92)   31.084  (m)          101.98   (f) ADJ UNCH    ?  
 CP1152
 CP1152.Superseded values are not recommended for survey control.
 CP1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1152.See file dsdata.txt to determine how the superseded data were derived.
 CP1152
 CP1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS735216(NAD 83)
 CP1152_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1152_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1152
 CP1152  HISTORY     - Date     Condition        Report By
 CP1152  HISTORY     - UNK      MONUMENTED       DOD
 CP1152  HISTORY     - 1934     GOOD             DOD
 CP1152
 CP1152                          STATION DESCRIPTION
 CP1152
 CP1152'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1152'7 MI SE FROM LAKE PROVIDENCE.
 CP1152'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1152'MISSISSIPPI RIVER, EAST CARROLL PARISH, LA.  7 MILES SOUTHEAST OF LAKE
 CP1152'PROVIDENCE, LA.  901 FEET SOUTH OF LEVEE AT STATION NO. 1250. 750 FEET
 CP1152'SOUTH OF DRAINAGE DITCH.  150 FEET NORTHEAST OF 32-INCH CYPRESS TREE.
 CP1152'105 FEET EAST OF 24-INCH TWIN COTTONWOOD TREE.  30 FEET SOUTHWEST OF
 CP1152'30-INCH CYPRESS TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2299 ***********************************************************************
 BJ2299  DESIGNATION -  126
 BJ2299  PID         -  BJ2299
 BJ2299  STATE/COUNTY-  LA/ST MARTIN
 BJ2299  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2299
 BJ2299                         *CURRENT SURVEY CONTROL
 BJ2299  ___________________________________________________________________
 BJ2299* NAD 83(1986)-  30 13 00.     (N)    091 34 38.     (W)     SCALED    
 BJ2299* NAVD 88     -         4.69   (+/-2cm)      15.4    (feet)  VERTCON   
 BJ2299  ___________________________________________________________________
 BJ2299  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2299
 BJ2299  VERT ORDER  -  ? (See Below)
 BJ2299
 BJ2299.The horizontal coordinates were scaled from a topographic map and have
 BJ2299.an estimated accuracy of +/- 6 seconds.
 BJ2299
 BJ2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2299.The vertical order pertains to the NGVD 29 superseded value.
 BJ2299
 BJ2299.The geoid height was determined by GEOID03.
 BJ2299
 BJ2299;                    North         East    Units  Estimated Accuracy
 BJ2299;SPC LA S     -   190,310.      976,520.      MT  (+/- 180 meters Scaled)
 BJ2299
 BJ2299                          SUPERSEDED SURVEY CONTROL
 BJ2299
 BJ2299  NGVD 29 (??/??/??)    4.704  (m)           15.43   (f) ADJUSTED    ?  
 BJ2299
 BJ2299.Superseded values are not recommended for survey control.
 BJ2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2299.See file dsdata.txt to determine how the superseded data were derived.
 BJ2299
 BJ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP369436(NAD 83)
 BJ2299_MARKER: S = SPIKE
 BJ2299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2299_SP_SET: TREE
 BJ2299_STAMPING: PRE.B.M. 126 1933
 BJ2299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2299
 BJ2299  HISTORY     - Date     Condition        Report By
 BJ2299  HISTORY     - 1933     MONUMENTED       DOD
 BJ2299
 BJ2299                          STATION DESCRIPTION
 BJ2299
 BJ2299'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2299'7.3 MI N FROM BAYOU CHENE.
 BJ2299'7.3 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2299'ABOUT 3/4 MILE SOUTH OF THE CONFLUENCE OF BAYOU LA ROMPE AND LAKE
 BJ2299'LONG, ON THE RIGHT BANK OF THE BAYOU, ABOUT 100 FEET BELOW MILEPOST C
 BJ2299'74, AT THE TIMBER EDGE ABOUT 110 FEET LANDWARD FROM THE TOP OF THE
 BJ2299'BANK, IN THE RIVERSIDE OF A BLAZED 18-INCH CYPRESS TREE WITH A BRASS
 BJ2299'PLATE STAMPED PRE. B.M. 125 1933, AND ABOUT 24 INCHES HIGHER THAN THE
 BJ2299'GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0739 ***********************************************************************
 BW0739  DESIGNATION -  126/4 BOLT
 BW0739  PID         -  BW0739
 BW0739  STATE/COUNTY-  LA/CONCORDIA
 BW0739  USGS QUAD   -  SPOKANE (1976)
 BW0739
 BW0739                         *CURRENT SURVEY CONTROL
 BW0739  ___________________________________________________________________
 BW0739* NAD 83(1986)-  31 44 33.     (N)    091 24 18.     (W)     SCALED    
 BW0739* NAVD 88     -        16.77   (+/-2cm)      55.0    (feet)  VERTCON   
 BW0739  ___________________________________________________________________
 BW0739  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0739
 BW0739  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0739
 BW0739.The horizontal coordinates were scaled from a topographic map and have
 BW0739.an estimated accuracy of +/- 6 seconds.
 BW0739
 BW0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0739.The vertical order pertains to the NGVD 29 superseded value.
 BW0739
 BW0739.The geoid height was determined by GEOID03.
 BW0739
 BW0739;                    North         East    Units  Estimated Accuracy
 BW0739;SPC LA N     -   138,290.    1,103,750.      MT  (+/- 180 meters Scaled)
 BW0739
 BW0739                          SUPERSEDED SURVEY CONTROL
 BW0739
 BW0739  NGVD 29 (??/??/92)   16.77   (m)           55.0    (f) COMPUTED    1 2
 BW0739
 BW0739.Superseded values are not recommended for survey control.
 BW0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0739.See file dsdata.txt to determine how the superseded data were derived.
 BW0739
 BW0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR510130(NAD 83)
 BW0739_MARKER: B = BOLT
 BW0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0739_SP_SET: STONE
 BW0739_STAMPING: 126/4
 BW0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0739+STABILITY: SURFACE MOTION
 BW0739
 BW0739  HISTORY     - Date     Condition        Report By
 BW0739  HISTORY     - UNK      MONUMENTED       USE
 BW0739  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0739
 BW0739                          STATION DESCRIPTION
 BW0739
 BW0739'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0739'0.8 MI W FROM LOWER LARGENT LANDING.
 BW0739'0.8 MILE WEST OF LOWER LARGENT LANDING, CONCORDIA PARISH, AT MONONA
 BW0739'PLANTATION, IN AN OPEN FIELD, 750 FEET WEST OF THE TOE OF THE LEVEE,
 BW0739'600 FEET NORTHEAST OF A ROAD LEADING BACK FROM THE LEVEE TO THE HEAD
 BW0739'OF LAKE ST. JOHN, 687 FEET NORTHEAST OF THE NORTHWEST CHIMNEY OF THE
 BW0739'RICHARD JOHNSON (NEGRO) CABIN, 623 FEET WEST OF THE NORTHEAST CORNER
 BW0739'OF THE H. TENNESSEE (NEGRO) CABIN, AND 540 FEET IN FRONT OF A TIMBER
 BW0739'LINE AT THE BACK OF THE FIELD.  A COPPER BOLT, SET IN THE TOP OF A
 BW0739'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BW0739'IRON PIPE PROJECTING 22 INCHES ABOVE GROUND AND BEARING A CORPS OF
 BW0739'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0738 ***********************************************************************
 BW0738  DESIGNATION -  126/4 CAP
 BW0738  PID         -  BW0738
 BW0738  STATE/COUNTY-  LA/CONCORDIA
 BW0738  USGS QUAD   -  SPOKANE (1976)
 BW0738
 BW0738                         *CURRENT SURVEY CONTROL
 BW0738  ___________________________________________________________________
 BW0738* NAD 83(1986)-  31 44 32.     (N)    091 24 17.     (W)     SCALED    
 BW0738* NAVD 88     -        18.32   (+/-2cm)      60.1    (feet)  VERTCON   
 BW0738  ___________________________________________________________________
 BW0738  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0738
 BW0738  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0738
 BW0738.The horizontal coordinates were scaled from a topographic map and have
 BW0738.an estimated accuracy of +/- 6 seconds.
 BW0738
 BW0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0738.The vertical order pertains to the NGVD 29 superseded value.
 BW0738
 BW0738.The geoid height was determined by GEOID03.
 BW0738
 BW0738;                    North         East    Units  Estimated Accuracy
 BW0738;SPC LA N     -   138,260.    1,103,780.      MT  (+/- 180 meters Scaled)
 BW0738
 BW0738                          SUPERSEDED SURVEY CONTROL
 BW0738
 BW0738  NGVD 29 (??/??/92)   18.32   (m)           60.1    (f) COMPUTED    1 2
 BW0738
 BW0738.Superseded values are not recommended for survey control.
 BW0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0738.See file dsdata.txt to determine how the superseded data were derived.
 BW0738
 BW0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR511129(NAD 83)
 BW0738_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0738_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0738_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0738_STAMPING: 126/4
 BW0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0738
 BW0738  HISTORY     - Date     Condition        Report By
 BW0738  HISTORY     - UNK      MONUMENTED       USE
 BW0738  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0738
 BW0738                          STATION DESCRIPTION
 BW0738
 BW0738'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0738'0.8 MI W FROM LOWER LARGENT LANDING.
 BW0738'0.8 MILE WEST OF LOWER LARGENT LANDING, CONCORDIA PARISH, AT MONONA
 BW0738'PLANTATION, IN AN OPEN FIELD, 750 FEET WEST OF THE TOE OF THE LEVEE,
 BW0738'600 FEET NORTHEAST OF A ROAD LEADING BACK FROM THE LEVEE TO THE HEAD
 BW0738'OF LAKE ST. JOHN, 687 FEET NORTHEAST OF THE NORTHWEST CHIMNEY OF THE
 BW0738'RICHARD JOHNSON (NEGRO) CABIN, 623 FEET WEST OF THE NORTHEAST CORNER
 BW0738'OF THE H. TENNESSEE (NEGRO) CABIN, AND 540 FEET IN FRONT OF A TIMBER
 BW0738'LINE AT THE BACK OF THE FIELD. AN IRON PIPE PROJECTING 22 INCHES ABOVE
 BW0738'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0609 ***********************************************************************
 BW0609  DESIGNATION -  127/4 BOLT
 BW0609  PID         -  BW0609
 BW0609  STATE/COUNTY-  LA/CONCORDIA
 BW0609  USGS QUAD   -  SPOKANE (1976)
 BW0609
 BW0609                         *CURRENT SURVEY CONTROL
 BW0609  ___________________________________________________________________
 BW0609* NAD 83(1986)-  31 41 18.     (N)    091 24 44.     (W)     SCALED    
 BW0609* NAVD 88     -        18.68   (+/-2cm)      61.3    (feet)  VERTCON   
 BW0609  ___________________________________________________________________
 BW0609  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0609
 BW0609  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0609
 BW0609.The horizontal coordinates were scaled from a topographic map and have
 BW0609.an estimated accuracy of +/- 6 seconds.
 BW0609
 BW0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0609.The vertical order pertains to the NGVD 29 superseded value.
 BW0609
 BW0609.The geoid height was determined by GEOID03.
 BW0609
 BW0609;                    North         East    Units  Estimated Accuracy
 BW0609;SPC LA N     -   132,270.    1,103,120.      MT  (+/- 180 meters Scaled)
 BW0609
 BW0609                          SUPERSEDED SURVEY CONTROL
 BW0609
 BW0609  NGVD 29 (??/??/92)   18.687  (m)           61.31   (f) ADJ UNCH    1 2
 BW0609
 BW0609.Superseded values are not recommended for survey control.
 BW0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0609.See file dsdata.txt to determine how the superseded data were derived.
 BW0609
 BW0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR504069(NAD 83)
 BW0609_MARKER: B = BOLT
 BW0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0609_SP_SET: FLAT STONE
 BW0609_STAMPING: P. B. M. 127/4
 BW0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0609
 BW0609  HISTORY     - Date     Condition        Report By
 BW0609  HISTORY     - UNK      MONUMENTED       DOD
 BW0609  HISTORY     - 1938     GOOD             NGS
 BW0609
 BW0609                          STATION DESCRIPTION
 BW0609
 BW0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0609'9.0 MI S FROM WATER PROOF.
 BW0609'P. B. M. IS FLAT STONE AND OLD STYLE PIPE WITH NO CAP ON THE RIGHT
 BW0609'BANK OF MISS. RIVER, IN CONCORDIA PARISH LA., LANDSIDE OF GIBSON LDG.
 BW0609'675 METERS UPSTREAM FROM LAKE ST. JOHN ON THE BRAMHAMS PLANTATION, IN
 BW0609'A CULTIVATED FIELD ON THE NORTH AND SOUTH FIELD TURN ROW, COMING OUT
 BW0609'OF THE FIELD AND INTERSECTING A ROAD ON THE UPSTREAM BANK OF LAKE ST.
 BW0609'JOHN AT A GATE, JUST EAST OF A GROUP OF LARGE COTTONWOOD TREES. 32
 BW0609'METERS UPSTREAM FROM THE EAST AND WEST TURN ROWS.  TOP OF PIPE IS
 BW0609'ABOUT 16 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0608 ***********************************************************************
 BW0608  DESIGNATION -  127/4 CAP
 BW0608  PID         -  BW0608
 BW0608  STATE/COUNTY-  LA/CONCORDIA
 BW0608  USGS QUAD   -  SPOKANE (1976)
 BW0608
 BW0608                         *CURRENT SURVEY CONTROL
 BW0608  ___________________________________________________________________
 BW0608* NAD 83(1986)-  31 41 18.     (N)    091 24 44.     (W)     SCALED    
 BW0608* NAVD 88     -        20.21   (+/-2cm)      66.3    (feet)  VERTCON   
 BW0608  ___________________________________________________________________
 BW0608  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0608
 BW0608  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0608
 BW0608.The horizontal coordinates were scaled from a topographic map and have
 BW0608.an estimated accuracy of +/- 6 seconds.
 BW0608
 BW0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0608.The vertical order pertains to the NGVD 29 superseded value.
 BW0608
 BW0608.The geoid height was determined by GEOID03.
 BW0608
 BW0608;                    North         East    Units  Estimated Accuracy
 BW0608;SPC LA N     -   132,270.    1,103,120.      MT  (+/- 180 meters Scaled)
 BW0608
 BW0608                          SUPERSEDED SURVEY CONTROL
 BW0608
 BW0608  NGVD 29 (??/??/92)   20.213  (m)           66.32   (f) ADJ UNCH    1 2
 BW0608
 BW0608.Superseded values are not recommended for survey control.
 BW0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0608.See file dsdata.txt to determine how the superseded data were derived.
 BW0608
 BW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR504069(NAD 83)
 BW0608_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0608_STAMPING: P. B. M. 127/4
 BW0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0608
 BW0608  HISTORY     - Date     Condition        Report By
 BW0608  HISTORY     - UNK      MONUMENTED       DOD
 BW0608  HISTORY     - 1938     GOOD             NGS
 BW0608
 BW0608                          STATION DESCRIPTION
 BW0608
 BW0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0608'9.0 MI S FROM WATER PROOF.
 BW0608'P. B. M. IS FLAT STONE AND OLD STYLE PIPE WITH NO CAP ON THE RIGHT
 BW0608'BANK OF MISS. RIVER, IN CONCORDIA PARISH LA., LANDSIDE OF GIBSON LDG.
 BW0608'675 METERS UPSTREAM FROM LAKE ST. JOHN ON THE BRAMHAMS PLANTATION, IN
 BW0608'A CULTIVATED FIELD ON THE NORTH AND SOUTH FIELD TURN ROW, COMING OUT
 BW0608'OF THE FIELD AND INTERSECTING A ROAD ON THE UPSTREAM BANK OF LAKE ST.
 BW0608'JOHN AT A GATE, JUST EAST OF A GROUP OF LARGE COTTONWOOD TREES. 32
 BW0608'METERS UPSTREAM FROM THE EAST AND WEST TURN ROWS.  TOP OF PIPE IS
 BW0608'ABOUT 16 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2300 ***********************************************************************
 BJ2300  DESIGNATION -  128
 BJ2300  PID         -  BJ2300
 BJ2300  STATE/COUNTY-  LA/ST MARTIN
 BJ2300  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2300
 BJ2300                         *CURRENT SURVEY CONTROL
 BJ2300  ___________________________________________________________________
 BJ2300* NAD 83(1986)-  30 12 10.     (N)    091 32 49.     (W)     SCALED    
 BJ2300* NAVD 88     -         4.51   (+/-2cm)      14.8    (feet)  VERTCON   
 BJ2300  ___________________________________________________________________
 BJ2300  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ2300
 BJ2300  VERT ORDER  -  ? (See Below)
 BJ2300
 BJ2300.The horizontal coordinates were scaled from a topographic map and have
 BJ2300.an estimated accuracy of +/- 6 seconds.
 BJ2300
 BJ2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2300.The vertical order pertains to the NGVD 29 superseded value.
 BJ2300
 BJ2300.The geoid height was determined by GEOID03.
 BJ2300
 BJ2300;                    North         East    Units  Estimated Accuracy
 BJ2300;SPC LA S     -   188,760.      979,430.      MT  (+/- 180 meters Scaled)
 BJ2300
 BJ2300                          SUPERSEDED SURVEY CONTROL
 BJ2300
 BJ2300  NGVD 29 (??/??/??)    4.533  (m)           14.87   (f) ADJUSTED    ?  
 BJ2300
 BJ2300.Superseded values are not recommended for survey control.
 BJ2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2300.See file dsdata.txt to determine how the superseded data were derived.
 BJ2300
 BJ2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP398421(NAD 83)
 BJ2300_MARKER: S = SPIKE
 BJ2300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2300_SP_SET: TREE
 BJ2300_STAMPING: PRE.B.M. 128 1933
 BJ2300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2300
 BJ2300  HISTORY     - Date     Condition        Report By
 BJ2300  HISTORY     - 1933     MONUMENTED       DOD
 BJ2300
 BJ2300                          STATION DESCRIPTION
 BJ2300
 BJ2300'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2300'5.1 MI N FROM BAYOU CHENE.
 BJ2300'5.1 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2300'ON THE RIGHT BANK OF TENSAS BAY, DIRECTLY OPPOSITE THE HEAD OF LOGAN
 BJ2300'CHUTE, ABOUT 75 FEET ABOVE MILEAGE POLE 76.25, ABOUT 50 FEET LANDWARD
 BJ2300'FROM THE TOP OF THE BANK, IN THE LANDSIDE OF A BLAZED 24-INCH WILLOW
 BJ2300'TREE WITH A BRASS PLATE STAMPED PRE. B.M. 128 1933, AND ABOUT 24
 BJ2300'INCHES HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0742 ***********************************************************************
 BW0742  DESIGNATION -  128/3
 BW0742  PID         -  BW0742
 BW0742  STATE/COUNTY-  LA/CONCORDIA
 BW0742  USGS QUAD   -  SPOKANE (1976)
 BW0742
 BW0742                         *CURRENT SURVEY CONTROL
 BW0742  ___________________________________________________________________
 BW0742* NAD 83(1986)-  31 39 05.     (N)    091 24 25.     (W)     SCALED    
 BW0742* NAVD 88     -        20.79   (+/-2cm)      68.2    (feet)  VERTCON   
 BW0742  ___________________________________________________________________
 BW0742  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0742
 BW0742  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0742
 BW0742.The horizontal coordinates were scaled from a topographic map and have
 BW0742.an estimated accuracy of +/- 6 seconds.
 BW0742
 BW0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0742.The vertical order pertains to the NGVD 29 superseded value.
 BW0742
 BW0742.The geoid height was determined by GEOID03.
 BW0742
 BW0742;                    North         East    Units  Estimated Accuracy
 BW0742;SPC LA N     -   128,180.    1,103,670.      MT  (+/- 180 meters Scaled)
 BW0742
 BW0742                          SUPERSEDED SURVEY CONTROL
 BW0742
 BW0742  NGVD 29 (??/??/92)   20.793  (m)           68.22   (f) ADJ UNCH    1 2
 BW0742
 BW0742.Superseded values are not recommended for survey control.
 BW0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0742.See file dsdata.txt to determine how the superseded data were derived.
 BW0742
 BW0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR510028(NAD 83)
 BW0742_MARKER: Z = SEE DESCRIPTION
 BW0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0742_SP_SET: STONE
 BW0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0742+STABILITY: SURFACE MOTION
 BW0742
 BW0742  HISTORY     - Date     Condition        Report By
 BW0742  HISTORY     - UNK      MONUMENTED       DOD
 BW0742  HISTORY     - 1938     GOOD             NGS
 BW0742
 BW0742                          STATION DESCRIPTION
 BW0742
 BW0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0742'2.7 MI S FROM GIBSON LANDING.
 BW0742'2.7 MILES SOUTH OF GIBSON LANDING, CONCORDIA PARISH, ON RIFLE POINT,
 BW0742'IN A WOODS BACK OF VAUCLUSE LANDING, 0.2 MILE BELOW A POINT OPPOSITE
 BW0742'GREENS BAYOU, AT A PROMINENT SLOUGH, 1725 FEET FROM THE TOP OF THE
 BW0742'MISSISSIPPI RIVER BANK, 16 FEET SOUTH OF A FOOTPATH TO THE RIVER, 30.2
 BW0742'FEET SOUTHEAST OF A BLAZED 15-INCH HACKBERRY TREE, 14.1 FEET NORTHEAST
 BW0742'OF A BLAZED 20-INCH HACKBERRY TREE, 7.2 FEET SOUTH OF A BLAZED 12-INCH
 BW0742'HACKBERRY TREE, AND 7 FEET NORTH OF THE SLOUGH.  A STONE POST
 BW0742'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2301 ***********************************************************************
 BJ2301  DESIGNATION -  129
 BJ2301  PID         -  BJ2301
 BJ2301  STATE/COUNTY-  LA/ST MARTIN
 BJ2301  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2301
 BJ2301                         *CURRENT SURVEY CONTROL
 BJ2301  ___________________________________________________________________
 BJ2301* NAD 83(1986)-  30 11 43.     (N)    091 32 16.     (W)     SCALED    
 BJ2301* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 BJ2301  ___________________________________________________________________
 BJ2301  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ2301
 BJ2301  VERT ORDER  -  ? (See Below)
 BJ2301
 BJ2301.The horizontal coordinates were scaled from a topographic map and have
 BJ2301.an estimated accuracy of +/- 6 seconds.
 BJ2301
 BJ2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2301.The vertical order pertains to the NGVD 29 superseded value.
 BJ2301
 BJ2301.The geoid height was determined by GEOID03.
 BJ2301
 BJ2301;                    North         East    Units  Estimated Accuracy
 BJ2301;SPC LA S     -   187,930.      980,310.      MT  (+/- 180 meters Scaled)
 BJ2301
 BJ2301                          SUPERSEDED SURVEY CONTROL
 BJ2301
 BJ2301  NGVD 29 (??/??/??)    3.966  (m)           13.01   (f) ADJUSTED    ?  
 BJ2301
 BJ2301.Superseded values are not recommended for survey control.
 BJ2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2301.See file dsdata.txt to determine how the superseded data were derived.
 BJ2301
 BJ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP407413(NAD 83)
 BJ2301_MARKER: S = SPIKE
 BJ2301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2301_SP_SET: TREE
 BJ2301_STAMPING: PRE.B.M. 129 1933
 BJ2301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2301
 BJ2301  HISTORY     - Date     Condition        Report By
 BJ2301  HISTORY     - 1933     MONUMENTED       DOD
 BJ2301
 BJ2301                          STATION DESCRIPTION
 BJ2301
 BJ2301'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2301'4.3 MI N FROM BAYOU CHENE.
 BJ2301'4.3 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2301'ON THE RIGHT BANK OF SPLICE ISLAND CHUTE, ABOUT 500 FEET BELOW THE
 BJ2301'HEAD OF WILLOW CHUTE, AT TIMBER EDGE ABOUT 200 FEET BELOW THE GAGE AT
 BJ2301'MILEPOST 77 C, ABOUT 50 FEET LANDWARD FROM THE TOP OF THE BANK, IN THE
 BJ2301'RIVERSIDE OF A BLAZED 30-INCH WILLOW TREE WITH A BRASS PLATE STAMPED
 BJ2301'PRE. B.M. 129 1933, AND ABOUT 12 INCHES HIGHER THAN THE GROUND. A
 BJ2301'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3935 ***********************************************************************
 BJ3935  DESIGNATION -  129 59
 BJ3935  PID         -  BJ3935
 BJ3935  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3935  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3935
 BJ3935                         *CURRENT SURVEY CONTROL
 BJ3935  ___________________________________________________________________
 BJ3935* NAD 83(1986)-  30 26 23.     (N)    091 02 36.     (W)     SCALED    
 BJ3935* NAVD 88     -        12.082  (meters)      39.64   (feet)  ADJUSTED  
 BJ3935  ___________________________________________________________________
 BJ3935  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3935  DYNAMIC HT  -          12.067 (meters)      39.59  (feet)  COMP
 BJ3935  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 BJ3935
 BJ3935  VERT ORDER  -  SECOND    CLASS II
 BJ3935
 BJ3935.The horizontal coordinates were scaled from a topographic map and have
 BJ3935.an estimated accuracy of +/- 6 seconds.
 BJ3935
 BJ3935.The orthometric height was determined by differential leveling
 BJ3935.and adjusted by the National Geodetic Survey in February 1994..
 BJ3935
 BJ3935.The geoid height was determined by GEOID03.
 BJ3935
 BJ3935.The dynamic height is computed by dividing the NAVD 88
 BJ3935.geopotential number by the normal gravity value computed on the
 BJ3935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3935.degrees latitude (g = 980.6199 gals.).
 BJ3935
 BJ3935.The modeled gravity was interpolated from observed gravity values.
 BJ3935
 BJ3935;                    North         East    Units  Estimated Accuracy
 BJ3935;SPC LA S     -   215,040.    1,027,860.      MT  (+/- 180 meters Scaled)
 BJ3935
 BJ3935                          SUPERSEDED SURVEY CONTROL
 BJ3935
 BJ3935.No superseded survey control is available for this station.
 BJ3935
 BJ3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP878691(NAD 83)
 BJ3935_MARKER: DB = BENCH MARK DISK
 BJ3935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3935_SP_SET: CONCRETE POST
 BJ3935_STAMPING: 129-59 1959
 BJ3935_MARK LOGO: LA-033
 BJ3935_PROJECTION: FLUSH
 BJ3935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3935+STABILITY: SURFACE MOTION
 BJ3935
 BJ3935  HISTORY     - Date     Condition        Report By
 BJ3935  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3935  HISTORY     - 1987     GOOD             LA-033
 BJ3935
 BJ3935                          STATION DESCRIPTION
 BJ3935
 BJ3935'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3935'IN BATON ROUGE.
 BJ3935'LOCATED EAST OF BATON ROUGE, ABOUT 4.0 KM (2.5 MI) EAST ON OLD
 BJ3935'HAMMOND HIGHWAY FROM THE INTERSECTION OF OLD HAMMOND HIGHWAY AND
 BJ3935'AIRLINE HIGHWAY TO THE MARK SET AT THE SOUTHEAST END OF A SMALL
 BJ3935'BRIDGE OVER JONES CREEK, 6.1 METERS (20 FEET) SOUTH OF THE CENTERLINE
 BJ3935'OF OLD HAMMOND HIGHWAY, 1.1 METERS (3.5 FEET) SOUTH OF THE SOUTHEAST
 BJ3935'CORNER OF THE BRIDGE RAIL, AND 2.1 METERS (4 FEET) SOUTH OF THE
 BJ3935'SOUTHEAST CORNER OF A BRIDGE.
 BJ3935'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ3935'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0585 ***********************************************************************
 BJ0585  DESIGNATION -  13
 BJ0585  PID         -  BJ0585
 BJ0585  STATE/COUNTY-  LA/IBERVILLE
 BJ0585  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0585
 BJ0585                         *CURRENT SURVEY CONTROL
 BJ0585  ___________________________________________________________________
 BJ0585* NAD 83(1986)-  30 16 23.     (N)    091 11 33.     (W)     SCALED    
 BJ0585* NAVD 88     -         6.531  (meters)      21.43   (feet)  ADJUSTED  
 BJ0585  ___________________________________________________________________
 BJ0585  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0585  DYNAMIC HT  -           6.522 (meters)      21.40  (feet)  COMP
 BJ0585  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BJ0585
 BJ0585  VERT ORDER  -  FIRST     CLASS I
 BJ0585
 BJ0585.The horizontal coordinates were scaled from a topographic map and have
 BJ0585.an estimated accuracy of +/- 6 seconds.
 BJ0585
 BJ0585.The orthometric height was determined by differential leveling
 BJ0585.and adjusted by the National Geodetic Survey in February 1994..
 BJ0585
 BJ0585.The geoid height was determined by GEOID03.
 BJ0585
 BJ0585.The dynamic height is computed by dividing the NAVD 88
 BJ0585.geopotential number by the normal gravity value computed on the
 BJ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0585.degrees latitude (g = 980.6199 gals.).
 BJ0585
 BJ0585.The modeled gravity was interpolated from observed gravity values.
 BJ0585
 BJ0585;                    North         East    Units  Estimated Accuracy
 BJ0585;SPC LA S     -   196,540.    1,013,550.      MT  (+/- 180 meters Scaled)
 BJ0585
 BJ0585                          SUPERSEDED SURVEY CONTROL
 BJ0585
 BJ0585  NGVD 29 (??/??/??)    6.543  (m)           21.47   (f) ADJUSTED    1 1
 BJ0585
 BJ0585.Superseded values are not recommended for survey control.
 BJ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0585.See file dsdata.txt to determine how the superseded data were derived.
 BJ0585
 BJ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP738504(NAD 83)
 BJ0585_MARKER: P = PIPE CAP
 BJ0585_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0585_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0585_STAMPING: P.B.M. 13 REDCROSS 1929
 BJ0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0585
 BJ0585  HISTORY     - Date     Condition        Report By
 BJ0585  HISTORY     - UNK      MONUMENTED       USE
 BJ0585  HISTORY     - 1966     GOOD             CGS
 BJ0585
 BJ0585                          STATION DESCRIPTION
 BJ0585
 BJ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0585'0.65 MI NE FROM MELVILLE.
 BJ0585'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ0585'STATION AT MELVILLE, THENCE 0.15 MILE NORTH ALONG A GRAVELED ROAD, IN
 BJ0585'SECTION 26, T 4 S, R 7 E, 285 FEET SOUTHEAST OF THE CENTER OF THE
 BJ0585'JUNCTION OF STATE ROADS 10 AND 417, 255 FEET EAST OF THE CENTER LINE
 BJ0585'OF STATE ROAD 10 LEADING SOUTH, 144 FEET SOUTH OF THE CENTER LINE OF
 BJ0585'STATE ROAD 10 LEADING EAST, 17 FEET SOUTH-SOUTHEAST OF A LARGE GNARLED
 BJ0585'TREE, 0.9 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BJ0585'ROAD, A 5-INCH IRON PIPE BEARING A U. S. ENGINEERS CAP WHICH PROJECTS
 BJ0585'15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4089 ***********************************************************************
 BJ4089  DESIGNATION -  13 87
 BJ4089  PID         -  BJ4089
 BJ4089  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4089  USGS QUAD   -  ST GABRIEL (1995)
 BJ4089
 BJ4089                         *CURRENT SURVEY CONTROL
 BJ4089  ___________________________________________________________________
 BJ4089* NAD 83(1986)-  30 20 43.     (N)    091 01 24.     (W)     SCALED    
 BJ4089* NAVD 88     -         8.213  (meters)      26.95   (feet)  ADJUSTED  
 BJ4089  ___________________________________________________________________
 BJ4089  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4089  DYNAMIC HT  -           8.202 (meters)      26.91  (feet)  COMP
 BJ4089  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 BJ4089
 BJ4089  VERT ORDER  -  SECOND    CLASS II
 BJ4089
 BJ4089.The horizontal coordinates were scaled from a topographic map and have
 BJ4089.an estimated accuracy of +/- 6 seconds.
 BJ4089
 BJ4089.The orthometric height was determined by differential leveling
 BJ4089.and adjusted by the National Geodetic Survey in February 1994..
 BJ4089
 BJ4089.The geoid height was determined by GEOID03.
 BJ4089
 BJ4089.The dynamic height is computed by dividing the NAVD 88
 BJ4089.geopotential number by the normal gravity value computed on the
 BJ4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4089.degrees latitude (g = 980.6199 gals.).
 BJ4089
 BJ4089.The modeled gravity was interpolated from observed gravity values.
 BJ4089
 BJ4089;                    North         East    Units  Estimated Accuracy
 BJ4089;SPC LA S     -   204,580.    1,029,810.      MT  (+/- 180 meters Scaled)
 BJ4089
 BJ4089                          SUPERSEDED SURVEY CONTROL
 BJ4089
 BJ4089.No superseded survey control is available for this station.
 BJ4089
 BJ4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP900587(NAD 83)
 BJ4089_MARKER: DB = BENCH MARK DISK
 BJ4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4089_SP_SET: CONCRETE POST
 BJ4089_STAMPING: 13-87 1987
 BJ4089_MARK LOGO: LA-033
 BJ4089_PROJECTION: FLUSH
 BJ4089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4089+STABILITY: SURFACE MOTION
 BJ4089
 BJ4089  HISTORY     - Date     Condition        Report By
 BJ4089  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4089  HISTORY     - 20050315 GOOD             SJB
 BJ4089
 BJ4089                          STATION DESCRIPTION
 BJ4089
 BJ4089'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4089'IN BATON ROUGE.
 BJ4089'LOCATED SOUTHEAST OF THE INTERSECTION OF HIGHLAND ROAD AND PERKINS
 BJ4089'ROAD ON HIGHLAND ROAD AT 18490 HIGHLAND ROAD, 12.0 METERS (39.5 FT)
 BJ4089'SOUTHEAST OF THE CENTERLINE OF HIGHLAND ROAD, 0.8 METERS (2.5 FT)
 BJ4089'NORTH OF A 6-INCH OAK TREE, 0.8 METERS (2.5 FT) NORTHWEST OF A 6-INCH
 BJ4089'OAK TREE, AND 0.3 METERS (1.0 FT) WEST OF A RIGHT-OF-WAY MARKER.
 BJ4089'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4089'THE MARK IS ABOVE LEVEL WITH HIGHLAND ROAD.
 BJ4089
 BJ4089                          STATION RECOVERY (2005)
 BJ4089
 BJ4089'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ4089'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0061 ***********************************************************************
 BJ0061  DESIGNATION -  13 ABLDAPA
 BJ0061  PID         -  BJ0061
 BJ0061  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0061  USGS QUAD   -  NEW ROADS (1994)
 BJ0061
 BJ0061                         *CURRENT SURVEY CONTROL
 BJ0061  ___________________________________________________________________
 BJ0061* NAD 83(1986)-  30 44 09.     (N)    091 25 46.     (W)     SCALED    
 BJ0061* NAVD 88     -        10.740  (meters)      35.24   (feet)  ADJUSTED  
 BJ0061  ___________________________________________________________________
 BJ0061  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0061  DYNAMIC HT  -          10.727 (meters)      35.19  (feet)  COMP
 BJ0061  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BJ0061
 BJ0061  VERT ORDER  -  FIRST     CLASS I
 BJ0061
 BJ0061.The horizontal coordinates were scaled from a topographic map and have
 BJ0061.an estimated accuracy of +/- 6 seconds.
 BJ0061
 BJ0061.The orthometric height was determined by differential leveling
 BJ0061.and adjusted by the National Geodetic Survey in February 1994..
 BJ0061
 BJ0061.The geoid height was determined by GEOID03.
 BJ0061
 BJ0061.The dynamic height is computed by dividing the NAVD 88
 BJ0061.geopotential number by the normal gravity value computed on the
 BJ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0061.degrees latitude (g = 980.6199 gals.).
 BJ0061
 BJ0061.The modeled gravity was interpolated from observed gravity values.
 BJ0061
 BJ0061;                    North         East    Units  Estimated Accuracy
 BJ0061;SPC LA S     -   247,840.      990,800.      MT  (+/- 180 meters Scaled)
 BJ0061
 BJ0061                          SUPERSEDED SURVEY CONTROL
 BJ0061
 BJ0061  NAVD 88 (06/15/91)   10.771  (m)           35.34   (f) UNKNOWN     1 1
 BJ0061  NGVD 29 (??/??/??)   10.724  (m)           35.18   (f) ADJUSTED    1 1
 BJ0061
 BJ0061.Superseded values are not recommended for survey control.
 BJ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0061.See file dsdata.txt to determine how the superseded data were derived.
 BJ0061
 BJ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ503013(NAD 83)
 BJ0061_MARKER: P = PIPE CAP
 BJ0061_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0061_SP_SET: 86 FT IRON PIPE
 BJ0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0061
 BJ0061  HISTORY     - Date     Condition        Report By
 BJ0061  HISTORY     - UNK      MONUMENTED       USE
 BJ0061  HISTORY     - 1976     GOOD             NGS
 BJ0061
 BJ0061                          STATION DESCRIPTION
 BJ0061
 BJ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0061'0.2 MI NE FROM POINTE COUPEE.
 BJ0061'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0061'HIGHWAYS 10 AND 420, 42 FT NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BJ0061'21 FT WEST OF THE CENTER LINE OF A PRIVATE GRAVEL ROAD LEADING OVER
 BJ0061'THE LEVEE, 8.5 FT NORTH OF A FENCE, A 1-INCH IRON PIPE AND CAP DRIVEN
 BJ0061'TO A DEPTH OF 86 FT ENCASED IN A 2-INCH PIPE BORED TO A DEPTH OF
 BJ0061'76 FT WITH A 3-INCH SCREW CAP FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1409 ***********************************************************************
 CP1409  DESIGNATION -  13 BOLT
 CP1409  PID         -  CP1409
 CP1409  STATE/COUNTY-  LA/RICHLAND
 CP1409  USGS QUAD   -  DELHI (1986)
 CP1409
 CP1409                         *CURRENT SURVEY CONTROL
 CP1409  ___________________________________________________________________
 CP1409* NAD 83(1986)-  32 27 25.     (N)    091 29 47.     (W)     SCALED    
 CP1409* NAVD 88     -        28.890  (meters)      94.78   (feet)  ADJUSTED  
 CP1409  ___________________________________________________________________
 CP1409  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP1409  DYNAMIC HT  -          28.858 (meters)      94.68  (feet)  COMP
 CP1409  MODELED GRAV-     979,516.9   (mgal)                       NAVD 88
 CP1409
 CP1409  VERT ORDER  -  SECOND    CLASS 0
 CP1409
 CP1409.The horizontal coordinates were scaled from a topographic map and have
 CP1409.an estimated accuracy of +/- 6 seconds.
 CP1409
 CP1409.The orthometric height was determined by differential leveling
 CP1409.and adjusted by the National Geodetic Survey in June 1991..
 CP1409
 CP1409.The geoid height was determined by GEOID03.
 CP1409
 CP1409.The dynamic height is computed by dividing the NAVD 88
 CP1409.geopotential number by the normal gravity value computed on the
 CP1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1409.degrees latitude (g = 980.6199 gals.).
 CP1409
 CP1409.The modeled gravity was interpolated from observed gravity values.
 CP1409
 CP1409;                    North         East    Units  Estimated Accuracy
 CP1409;SPC LA N     -   217,420.    1,094,360.      MT  (+/- 180 meters Scaled)
 CP1409
 CP1409                          SUPERSEDED SURVEY CONTROL
 CP1409
 CP1409  NGVD 29 (??/??/92)   28.953  (m)           94.99   (f) ADJ UNCH    2 0
 CP1409
 CP1409.Superseded values are not recommended for survey control.
 CP1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1409.See file dsdata.txt to determine how the superseded data were derived.
 CP1409
 CP1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR413920(NAD 83)
 CP1409_MARKER: B = BOLT
 CP1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1409_SP_SET: STONE
 CP1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1409+STABILITY: SURFACE MOTION
 CP1409
 CP1409  HISTORY     - Date     Condition        Report By
 CP1409  HISTORY     - UNK      MONUMENTED       DOD
 CP1409  HISTORY     - 1968     GOOD             NGS
 CP1409
 CP1409                          STATION DESCRIPTION
 CP1409
 CP1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1409'0.2 MI W FROM DELHI.
 CP1409'AT DELHI, 1,000 FEET WEST OF THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 CP1409'STATION, AT THE NORTHWEST CORNER OF THE W.T. INSLEY YARD, 91.7 FEET
 CP1409'SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 63 FEET NORTHWEST OF THE
 CP1409'NORTHWEST CORNER OF THE RESIDENCE, 26 FEET NORTHWEST OF A 36 INCH
 CP1409'CEDAR TREE, 15 FEET SOUTH OF THE CENTER LINE OF A ROAD, AND 10 FEET
 CP1409'EAST OF A POWER-TRANSMISSION LINE POLE.  A COPPER BOLT, SET IN THE TOP
 CP1409'OF A STONE 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 CP1409'PIPE PROJECTING 1.2 FEET ABOVE GROUND AND BEARING A CORPS OF
 CP1409'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0210 ***********************************************************************
 BJ0210  DESIGNATION -  13 BOLT
 BJ0210  PID         -  BJ0210
 BJ0210  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0210  USGS QUAD   -  MELVILLE (1994)
 BJ0210
 BJ0210                         *CURRENT SURVEY CONTROL
 BJ0210  ___________________________________________________________________
 BJ0210* NAD 83(1986)-  30 41 32.     (N)    091 43 44.     (W)     SCALED    
 BJ0210* NAVD 88     -         7.450  (meters)      24.44   (feet)  ADJUSTED  
 BJ0210  ___________________________________________________________________
 BJ0210  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0210  DYNAMIC HT  -           7.440 (meters)      24.41  (feet)  COMP
 BJ0210  MODELED GRAV-     979,358.9   (mgal)                       NAVD 88
 BJ0210
 BJ0210  VERT ORDER  -  FIRST     CLASS I
 BJ0210
 BJ0210.The horizontal coordinates were scaled from a topographic map and have
 BJ0210.an estimated accuracy of +/- 6 seconds.
 BJ0210
 BJ0210.The orthometric height was determined by differential leveling
 BJ0210.and adjusted by the National Geodetic Survey in February 1994..
 BJ0210
 BJ0210.The geoid height was determined by GEOID03.
 BJ0210
 BJ0210.The dynamic height is computed by dividing the NAVD 88
 BJ0210.geopotential number by the normal gravity value computed on the
 BJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0210.degrees latitude (g = 980.6199 gals.).
 BJ0210
 BJ0210.The modeled gravity was interpolated from observed gravity values.
 BJ0210
 BJ0210;                    North         East    Units  Estimated Accuracy
 BJ0210;SPC LA S     -   243,070.      962,100.      MT  (+/- 180 meters Scaled)
 BJ0210
 BJ0210                          SUPERSEDED SURVEY CONTROL
 BJ0210
 BJ0210  NAVD 88 (06/15/91)    7.490  (m)           24.57   (f) UNKNOWN     1 1
 BJ0210  NGVD 29 (??/??/??)    7.454  (m)           24.46   (f) ADJUSTED    1 1
 BJ0210
 BJ0210.Superseded values are not recommended for survey control.
 BJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0210.See file dsdata.txt to determine how the superseded data were derived.
 BJ0210
 BJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP217961(NAD 83)
 BJ0210_MARKER: B = BOLT
 BJ0210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0210_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0210_STAMPING: P.B.M. 13 REDCROSS 1929
 BJ0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0210
 BJ0210  HISTORY     - Date     Condition        Report By
 BJ0210  HISTORY     - 1929     MONUMENTED       DOD
 BJ0210  HISTORY     - 1966     GOOD             CGS
 BJ0210  HISTORY     - 1976     GOOD             NGS
 BJ0210
 BJ0210                          STATION DESCRIPTION
 BJ0210
 BJ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0210'0.65 MI NE FROM MELVILLE.
 BJ0210'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ0210'STATION AT MELVILLE, THENCE 0.15 MILE NORTH ALONG A GRAVELED ROAD, IN
 BJ0210'SECTION 26, T 4 S, R 7 E, 285 FEET SOUTHEAST OF THE CENTER OF THE
 BJ0210'JUNCTION OF STATE ROADS 10 AND 417, 255 FEET EAST OF THE CENTER LINE
 BJ0210'OF STATE ROAD 10 LEADING SOUTH, 144 FEET SOUTH OF THE CENTER LINE OF
 BJ0210'STATE ROAD 10 LEADING EAST, 17 FEET SOUTH-SOUTHEAST OF A LARGE GNARLED
 BJ0210'TREE, 0.9 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BJ0210'ROAD, A COPPER BOLT IN A SLAB OF CONCRETE ABOUT 2 1/2 FEET BELOW THE
 BJ0210'SURFACE OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 5-INCH IRON
 BJ0210'PIPE BEARING A U. S. ENGINEERS CAP WHICH PROJECTS 15 INCHES.
 BJ0210
 BJ0210                          STATION RECOVERY (1976)
 BJ0210
 BJ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0210'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATE
 BJ0210'HIGHWAY 105 UNDERPASS, THENCE 0.2 MILE NORTH ALONG A LEVEE AND STATE
 BJ0210'HIGHWAY 10, 285 FT SOUTHEAST OF THE CENTER OF THE JUNCTION OF STATE
 BJ0210'HIGHWAYS 10 AND 417, 255 FT EAST OF THE CENTER LINE OF STATE HIGHWAY
 BJ0210'10 LEADING SOUTH, 144 FT SOUTH OF THE CENTER LINE OF STATE HIGHWAY 10
 BJ0210'LEADING EAST, 39 FT SOUTHEAST OF AN OLD WELL FOUNDATION, A COPPER
 BJ0210'BOLT SET IN A CONCRETE SLAB ABOUT 2.5 FT BELOW THE LEVEL OF THE GROUND
 BJ0210', ACCESS TO WHICH IS HAD THOUGH A 4-INCH IRON PIPE BEARING A CAP
 BJ0210'WHICH PROJECTS 1.5 FT ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2090 ***********************************************************************
 BJ2090  DESIGNATION -  13 C
 BJ2090  PID         -  BJ2090
 BJ2090  STATE/COUNTY-  LA/IBERIA
 BJ2090  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2090
 BJ2090                         *CURRENT SURVEY CONTROL
 BJ2090  ___________________________________________________________________
 BJ2090* NAD 83(1986)-  30 01 50.     (N)    091 29 00.     (W)     SCALED    
 BJ2090* NAVD 88     -         1.85   (+/-2cm)       6.1    (feet)  VERTCON   
 BJ2090  ___________________________________________________________________
 BJ2090  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ2090
 BJ2090  VERT ORDER  -  ? (See Below)
 BJ2090
 BJ2090.The horizontal coordinates were scaled from a topographic map and have
 BJ2090.an estimated accuracy of +/- 6 seconds.
 BJ2090
 BJ2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2090.The vertical order pertains to the NGVD 29 superseded value.
 BJ2090
 BJ2090.The geoid height was determined by GEOID03.
 BJ2090
 BJ2090;                    North         East    Units  Estimated Accuracy
 BJ2090;SPC LA S     -   169,660.      985,530.      MT  (+/- 180 meters Scaled)
 BJ2090
 BJ2090                          SUPERSEDED SURVEY CONTROL
 BJ2090
 BJ2090  NGVD 29 (??/??/??)    1.878  (m)            6.16   (f) ADJUSTED    ?  
 BJ2090
 BJ2090.Superseded values are not recommended for survey control.
 BJ2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2090.See file dsdata.txt to determine how the superseded data were derived.
 BJ2090
 BJ2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP462231(NAD 83)
 BJ2090_MARKER: S = SPIKE
 BJ2090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2090_SP_SET: TREE
 BJ2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2090
 BJ2090  HISTORY     - Date     Condition        Report By
 BJ2090  HISTORY     - UNK      MONUMENTED       DOD
 BJ2090  HISTORY     - 1936     GOOD             DOD
 BJ2090
 BJ2090                          STATION DESCRIPTION
 BJ2090
 BJ2090'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2090'1 MI SE FROM TURKEY ISLAND.
 BJ2090'ABOUT 1 MILE SOUTHWEST OF THE NORTHERNMOST (NORTHEAST) POINT OF TURKEY
 BJ2090'ISLAND, IBERIA PARISH, AT THE CONFLUENCE OF LULA CHUTE AND HOG ISLAND
 BJ2090'PASS, ABOUT 1,250 FEET EAST OF THE CENTER LINE OF A SPOIL BANK ALONG
 BJ2090'THE EAST BANK OF CHICOT PASS, ABOUT 120 FEET WEST OF THE EAST END OF
 BJ2090'LULA CHUTE, ON THE WEST BANK OF HOG ISLAND PASS, ABOUT 85 FEET BACK OF
 BJ2090'THE BANK OF HOG ISLAND PASS, ON RANGE 17 OF ATCHAFALAYA BASIN CROSS
 BJ2090'SECTIONS, IN A BLAZED 12-INCH WILLOW TREE, AND ABOUT 1.5 FEET HIGHER
 BJ2090'THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2672 ***********************************************************************
 BJ2672  DESIGNATION -  13 CAP
 BJ2672  PID         -  BJ2672
 BJ2672  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2672  USGS QUAD   -  MELVILLE (1994)
 BJ2672
 BJ2672                         *CURRENT SURVEY CONTROL
 BJ2672  ___________________________________________________________________
 BJ2672* NAD 83(1986)-  30 41 32.     (N)    091 43 43.     (W)     SCALED    
 BJ2672* NAVD 88     -         8.67   (+/-2cm)      28.4    (feet)  VERTCON   
 BJ2672  ___________________________________________________________________
 BJ2672  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2672
 BJ2672  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2672
 BJ2672.The horizontal coordinates were scaled from a topographic map and have
 BJ2672.an estimated accuracy of +/- 6 seconds.
 BJ2672
 BJ2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2672.The vertical order pertains to the NGVD 29 superseded value.
 BJ2672
 BJ2672.The geoid height was determined by GEOID03.
 BJ2672
 BJ2672;                    North         East    Units  Estimated Accuracy
 BJ2672;SPC LA S     -   243,070.      962,130.      MT  (+/- 180 meters Scaled)
 BJ2672
 BJ2672                          SUPERSEDED SURVEY CONTROL
 BJ2672
 BJ2672  NGVD 29 (??/??/??)    8.669  (m)           28.44   (f) ADJUSTED    1 2
 BJ2672
 BJ2672.Superseded values are not recommended for survey control.
 BJ2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2672.See file dsdata.txt to determine how the superseded data were derived.
 BJ2672
 BJ2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP217961(NAD 83)
 BJ2672_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2672_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2672_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2672_STAMPING: P.B.M. 13 REDCROSS 1929
 BJ2672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2672
 BJ2672  HISTORY     - Date     Condition        Report By
 BJ2672  HISTORY     - 1929     MONUMENTED       DOD
 BJ2672  HISTORY     - 1966     GOOD             CGS
 BJ2672
 BJ2672                          STATION DESCRIPTION
 BJ2672
 BJ2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2672'0.65 MI NE FROM MELVILLE.
 BJ2672'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2672'STATION AT MELVILLE, THENCE 0.15 MILE NORTH ALONG A GRAVELED ROAD, IN
 BJ2672'SECTION 26, T 4 S, R 7 E, 285 FEET SOUTHEAST OF THE CENTER OF THE
 BJ2672'JUNCTION OF STATE ROADS 10 AND 417, 255 FEET EAST OF THE CENTER LINE
 BJ2672'OF STATE ROAD 10 LEADING SOUTH, 144 FEET SOUTH OF THE CENTER LINE OF
 BJ2672'STATE ROAD 10 LEADING EAST, 17 FEET SOUTH-SOUTHEAST OF A LARGE GNARLED
 BJ2672'TREE, 0.9 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BJ2672'ROAD, A U. S. ENGINEERS CAP WHICH PROJECTS 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0255 ***********************************************************************
 BJ0255  DESIGNATION -  13 EABPL
 BJ0255  PID         -  BJ0255
 BJ0255  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0255  USGS QUAD   -  LOTTIE (1994)
 BJ0255
 BJ0255                         *CURRENT SURVEY CONTROL
 BJ0255  ___________________________________________________________________
 BJ0255* NAD 83(1986)-  30 36 01.     (N)    091 39 06.     (W)     SCALED    
 BJ0255* NAVD 88     -         8.427  (meters)      27.65   (feet)  ADJUSTED  
 BJ0255  ___________________________________________________________________
 BJ0255  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ0255  DYNAMIC HT  -           8.416 (meters)      27.61  (feet)  COMP
 BJ0255  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 BJ0255
 BJ0255  VERT ORDER  -  FIRST     CLASS I
 BJ0255
 BJ0255.The horizontal coordinates were scaled from a topographic map and have
 BJ0255.an estimated accuracy of +/- 6 seconds.
 BJ0255
 BJ0255.The orthometric height was determined by differential leveling
 BJ0255.and adjusted by the National Geodetic Survey in February 1994..
 BJ0255
 BJ0255.The geoid height was determined by GEOID03.
 BJ0255
 BJ0255.The dynamic height is computed by dividing the NAVD 88
 BJ0255.geopotential number by the normal gravity value computed on the
 BJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0255.degrees latitude (g = 980.6199 gals.).
 BJ0255
 BJ0255.The modeled gravity was interpolated from observed gravity values.
 BJ0255
 BJ0255;                    North         East    Units  Estimated Accuracy
 BJ0255;SPC LA S     -   232,850.      969,470.      MT  (+/- 180 meters Scaled)
 BJ0255
 BJ0255                          SUPERSEDED SURVEY CONTROL
 BJ0255
 BJ0255  NGVD 29 (??/??/??)    8.438  (m)           27.68   (f) ADJUSTED    1 1
 BJ0255
 BJ0255.Superseded values are not recommended for survey control.
 BJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0255.See file dsdata.txt to determine how the superseded data were derived.
 BJ0255
 BJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP292860(NAD 83)
 BJ0255_MARKER: DD = SURVEY DISK
 BJ0255_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0255_SP_SET: 106 FT IRON PIPE
 BJ0255_STAMPING: PBM 13 EABPL 1976 USE
 BJ0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0255
 BJ0255  HISTORY     - Date     Condition        Report By
 BJ0255  HISTORY     - 1976     MONUMENTED       USE
 BJ0255  HISTORY     - 1976     GOOD             NGS
 BJ0255
 BJ0255                          STATION DESCRIPTION
 BJ0255
 BJ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0255'4.1 MI NORTH FROM LOTTIE.
 BJ0255'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0255'HIGHWAY 81, THENCE 3.1 MILES NORTH ALONG A LEVEE ROAD, 0.1 MILE
 BJ0255'NORTH OF THE JUNCTION OF A TRACK ROAD LEADING EAST, 160 FT EAST OF
 BJ0255'THE CENTER LINE OF THE ROAD, 142.3 FT EAST OF A CONCRETE MARKER AT
 BJ0255'STATION 700+ 00, A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH
 BJ0255'OF 106 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 82 FT
 BJ0255'WITH A 3-INCH SCREW CAP FOR ACCESS. THE SCREW CAP PROJECTS 22 INCHES
 BJ0255'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1224 ***********************************************************************
 BK1224  DESIGNATION -  13 GDS USGS
 BK1224  PID         -  BK1224
 BK1224  STATE/COUNTY-  LA/RAPIDES
 BK1224  USGS QUAD   -  STEEP GULLY (1972)
 BK1224
 BK1224                         *CURRENT SURVEY CONTROL
 BK1224  ___________________________________________________________________
 BK1224* NAD 83(1986)-  30 57 00.     (N)    092 45 33.     (W)     SCALED    
 BK1224* NAVD 88     -        52.26   (+/-2cm)     171.5    (feet)  VERTCON   
 BK1224  ___________________________________________________________________
 BK1224  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BK1224
 BK1224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1224
 BK1224.The horizontal coordinates were scaled from a topographic map and have
 BK1224.an estimated accuracy of +/- 6 seconds.
 BK1224
 BK1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1224.The vertical order pertains to the NGVD 29 superseded value.
 BK1224
 BK1224.The geoid height was determined by GEOID03.
 BK1224
 BK1224;                    North         East    Units  Estimated Accuracy
 BK1224;SPC LA N     -    49,930.      975,230.      MT  (+/- 180 meters Scaled)
 BK1224
 BK1224                          SUPERSEDED SURVEY CONTROL
 BK1224
 BK1224  NGVD 29 (??/??/??)   52.265  (m)          171.47   (f) ADJUSTED    2 0
 BK1224
 BK1224.Superseded values are not recommended for survey control.
 BK1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1224.See file dsdata.txt to determine how the superseded data were derived.
 BK1224
 BK1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ230240(NAD 83)
 BK1224_MARKER: DD = SURVEY DISK
 BK1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1224_STAMPING: 13 GDS 1966
 BK1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1224+STABILITY: SURFACE MOTION
 BK1224
 BK1224  HISTORY     - Date     Condition        Report By
 BK1224  HISTORY     - 1966     MONUMENTED       USGS
 BK1224  HISTORY     - 1969     GOOD             LADTD
 BK1224  HISTORY     - 1981     GOOD             LADTD
 BK1224  HISTORY     - 19990424 GOOD             USPSQD
 BK1224
 BK1224                          STATION DESCRIPTION
 BK1224
 BK1224'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1224'6.75 MI NE FROM ELIZABETH.
 BK1224'ABOUT 6.75 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 112 FROM THE POST
 BK1224'OFFICE AT ELIZABETH.  0.95 MILE NORTHEAST OF THE PLAINVIEW HIGH
 BK1224'SCHOOL.  0.65 MILE NORTHEAST OF BENCH MARK 40V49.  39 FEET WEST OF THE
 BK1224'CENTERLINE OF LOUISIANA HIGHWAY 112.  11 FEET WEST OF A POWER POLE. 35
 BK1224'FEET SOUTH OF THE CENTER OF GRAVEL ROAD LEADING WEST.  53 FEET
 BK1224'SOUTHEAST OF CENTER OF METAL CATTLE GUARD.  6 FEET SOUTH OF A BARB
 BK1224'WIRE FENCE.  10 FEET WEST OF A BARB WIRE FENCE.  DISK SET IN TOP OF
 BK1224'CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 2 FEET
 BK1224'WEST OF THE MARK.
 BK1224
 BK1224                          STATION RECOVERY (1981)
 BK1224
 BK1224'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1224'RECOVERED IN GOOD CONDITION.
 BK1224
 BK1224                          STATION RECOVERY (1999)
 BK1224
 BK1224'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2305 ***********************************************************************
 BJ2305  DESIGNATION -  130
 BJ2305  PID         -  BJ2305
 BJ2305  STATE/COUNTY-  LA/ST MARTIN
 BJ2305  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2305
 BJ2305                         *CURRENT SURVEY CONTROL
 BJ2305  ___________________________________________________________________
 BJ2305* NAD 83(1986)-  30 10 24.     (N)    091 31 39.     (W)     SCALED    
 BJ2305* NAVD 88     -         3.70   (+/-2cm)      12.1    (feet)  VERTCON   
 BJ2305  ___________________________________________________________________
 BJ2305  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2305
 BJ2305  VERT ORDER  -  ? (See Below)
 BJ2305
 BJ2305.The horizontal coordinates were scaled from a topographic map and have
 BJ2305.an estimated accuracy of +/- 6 seconds.
 BJ2305
 BJ2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2305.The vertical order pertains to the NGVD 29 superseded value.
 BJ2305
 BJ2305.The geoid height was determined by GEOID03.
 BJ2305
 BJ2305;                    North         East    Units  Estimated Accuracy
 BJ2305;SPC LA S     -   185,500.      981,300.      MT  (+/- 180 meters Scaled)
 BJ2305
 BJ2305                          SUPERSEDED SURVEY CONTROL
 BJ2305
 BJ2305  NGVD 29 (??/??/??)    3.721  (m)           12.21   (f) ADJUSTED    ?  
 BJ2305
 BJ2305.Superseded values are not recommended for survey control.
 BJ2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2305.See file dsdata.txt to determine how the superseded data were derived.
 BJ2305
 BJ2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP417389(NAD 83)
 BJ2305_MARKER: S = SPIKE
 BJ2305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2305_SP_SET: TREE
 BJ2305_STAMPING: PRE.B.M. 130 1933
 BJ2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2305
 BJ2305  HISTORY     - Date     Condition        Report By
 BJ2305  HISTORY     - 1933     MONUMENTED       DOD
 BJ2305
 BJ2305                          STATION DESCRIPTION
 BJ2305
 BJ2305'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2305'2.5 MI N FROM BAYOU CHENE.
 BJ2305'2.5 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2305'ABOUT 600 FEET SOUTH OF A POINT FORMED BY THE CONFLUENCE OF THE LOWER
 BJ2305'END OF SPLICE ISLAND CHUTE AND LAKE MONGOULOIS, ABOUT 90 FEET LANDWARD
 BJ2305'FROM THE TOP OF THE BANK, AT THE EDGE OF A CLEARING, IN THE LOWER
 BJ2305'RIVERSIDE OF A BLAZED 15-INCH WILLOW TREE WITH A BRASS PLATE STAMPED
 BJ2305'PRE. B.M. 130 1933, AND ABOUT 18 INCHES HIGHER THAN THE GROUND. A
 BJ2305'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1155 ***********************************************************************
 CP1155  DESIGNATION -  1300 A BOLT
 CP1155  PID         -  CP1155
 CP1155  STATE/COUNTY-  LA/EAST CARROLL
 CP1155  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1155
 CP1155                         *CURRENT SURVEY CONTROL
 CP1155  ___________________________________________________________________
 CP1155* NAD 83(1986)-  32 43 18.     (N)    091 07 53.     (W)     SCALED    
 CP1155* NAVD 88     -        29.24   (+/-2cm)      95.9    (feet)  VERTCON   
 CP1155  ___________________________________________________________________
 CP1155  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1155
 CP1155  VERT ORDER  -  ? (See Below)
 CP1155
 CP1155.The horizontal coordinates were scaled from a topographic map and have
 CP1155.an estimated accuracy of +/- 6 seconds.
 CP1155
 CP1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1155.The vertical order pertains to the NGVD 29 superseded value.
 CP1155
 CP1155.The geoid height was determined by GEOID03.
 CP1155
 CP1155;                    North         East    Units  Estimated Accuracy
 CP1155;SPC LA N     -   247,150.    1,128,300.      MT  (+/- 180 meters Scaled)
 CP1155
 CP1155                          SUPERSEDED SURVEY CONTROL
 CP1155
 CP1155  NGVD 29 (??/??/92)   29.286  (m)           96.08   (f) ADJ UNCH    ?  
 CP1155
 CP1155.Superseded values are not recommended for survey control.
 CP1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1155.See file dsdata.txt to determine how the superseded data were derived.
 CP1155
 CP1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS751219(NAD 83)
 CP1155_MARKER: B = BOLT
 CP1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1155_SP_SET: STONE
 CP1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1155+STABILITY: SURFACE MOTION
 CP1155
 CP1155  HISTORY     - Date     Condition        Report By
 CP1155  HISTORY     - UNK      MONUMENTED       DOD
 CP1155  HISTORY     - 1934     GOOD             DOD
 CP1155
 CP1155                          STATION DESCRIPTION
 CP1155
 CP1155'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1155'8 MI SE FROM LAKE PROVIDENCE.
 CP1155'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF MISS.
 CP1155'RIVER, EAST CARROLL PARISH, LOUISIANA, 8 MILES SOUTHEAST OF LAKE
 CP1155'PROVIDENCE, LA.  550 FEET SOUTH OF LEVEE STATION NO. 1300.  220 FEET
 CP1155'NORTHWEST OF 28-INCH PECAN TREE.  18 FEET WEST OF 12-INCH ELM TREE. 10
 CP1155'FEET SOUTHEAST OF 12-INCH ELM TREE.  10 FEET SOUTH OF CENTER LINE OF
 CP1155'SMALL DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1154 ***********************************************************************
 CP1154  DESIGNATION -  1300 A CAP
 CP1154  PID         -  CP1154
 CP1154  STATE/COUNTY-  LA/EAST CARROLL
 CP1154  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1154
 CP1154                         *CURRENT SURVEY CONTROL
 CP1154  ___________________________________________________________________
 CP1154* NAD 83(1986)-  32 43 18.     (N)    091 07 53.     (W)     SCALED    
 CP1154* NAVD 88     -        30.45   (+/-2cm)      99.9    (feet)  VERTCON   
 CP1154  ___________________________________________________________________
 CP1154  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1154
 CP1154  VERT ORDER  -  ? (See Below)
 CP1154
 CP1154.The horizontal coordinates were scaled from a topographic map and have
 CP1154.an estimated accuracy of +/- 6 seconds.
 CP1154
 CP1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1154.The vertical order pertains to the NGVD 29 superseded value.
 CP1154
 CP1154.The geoid height was determined by GEOID03.
 CP1154
 CP1154;                    North         East    Units  Estimated Accuracy
 CP1154;SPC LA N     -   247,150.    1,128,300.      MT  (+/- 180 meters Scaled)
 CP1154
 CP1154                          SUPERSEDED SURVEY CONTROL
 CP1154
 CP1154  NGVD 29 (??/??/92)   30.499  (m)          100.06   (f) ADJ UNCH    ?  
 CP1154
 CP1154.Superseded values are not recommended for survey control.
 CP1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1154.See file dsdata.txt to determine how the superseded data were derived.
 CP1154
 CP1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS751219(NAD 83)
 CP1154_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1154_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1154_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1154
 CP1154  HISTORY     - Date     Condition        Report By
 CP1154  HISTORY     - UNK      MONUMENTED       DOD
 CP1154  HISTORY     - 1934     GOOD             DOD
 CP1154
 CP1154                          STATION DESCRIPTION
 CP1154
 CP1154'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1154'8 MI SE FROM LAKE PROVIDENCE.
 CP1154'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF MISS.
 CP1154'RIVER, EAST CARROLL PARISH, LOUISIANA, 8 MILES SOUTHEAST OF LAKE
 CP1154'PROVIDENCE, LA.  550 FEET SOUTH OF LEVEE STATION NO. 1300.  220 FEET
 CP1154'NORTHWEST OF 28-INCH PECAN TREE.  18 FEET WEST OF 12-INCH ELM TREE. 10
 CP1154'FEET SOUTHEAST OF 12-INCH ELM TREE.  10 FEET SOUTH OF CENTER LINE OF
 CP1154'SMALL DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2306 ***********************************************************************
 BJ2306  DESIGNATION -  131
 BJ2306  PID         -  BJ2306
 BJ2306  STATE/COUNTY-  LA/ST MARTIN
 BJ2306  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2306
 BJ2306                         *CURRENT SURVEY CONTROL
 BJ2306  ___________________________________________________________________
 BJ2306* NAD 83(1986)-  30 10 05.     (N)    091 31 42.     (W)     SCALED    
 BJ2306* NAVD 88     -         3.62   (+/-2cm)      11.9    (feet)  VERTCON   
 BJ2306  ___________________________________________________________________
 BJ2306  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2306
 BJ2306  VERT ORDER  -  ? (See Below)
 BJ2306
 BJ2306.The horizontal coordinates were scaled from a topographic map and have
 BJ2306.an estimated accuracy of +/- 6 seconds.
 BJ2306
 BJ2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2306.The vertical order pertains to the NGVD 29 superseded value.
 BJ2306
 BJ2306.The geoid height was determined by GEOID03.
 BJ2306
 BJ2306;                    North         East    Units  Estimated Accuracy
 BJ2306;SPC LA S     -   184,910.      981,220.      MT  (+/- 180 meters Scaled)
 BJ2306
 BJ2306                          SUPERSEDED SURVEY CONTROL
 BJ2306
 BJ2306  NGVD 29 (??/??/??)    3.638  (m)           11.94   (f) ADJUSTED    ?  
 BJ2306
 BJ2306.Superseded values are not recommended for survey control.
 BJ2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2306.See file dsdata.txt to determine how the superseded data were derived.
 BJ2306
 BJ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP417383(NAD 83)
 BJ2306_MARKER: S = SPIKE
 BJ2306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2306_SP_SET: TREE
 BJ2306_STAMPING: PRE.B.M. 131 1933
 BJ2306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2306
 BJ2306  HISTORY     - Date     Condition        Report By
 BJ2306  HISTORY     - 1933     MONUMENTED       DOD
 BJ2306
 BJ2306                          STATION DESCRIPTION
 BJ2306
 BJ2306'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2306'2.2 MI N FROM BAYOU CHENE.
 BJ2306'2.2 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2306'ON THE RIGHT BANK OF LAKE MONGOULOIS, ABOUT 1 MILE NORTH OF THE HEAD
 BJ2306'OF BAYOU CHENE CUT-OFF, ABOUT 100 FEET LANDWARD FROM THE TOP OF THE
 BJ2306'BANK, 10 FEET SOUTH OF A POINT 75 FEET BACK OF MILEPOST C 79, IN
 BJ2306'TIMBER AT THE END OF A CLEARING, IN THE LOWER RIVERSIDE OF A BLAZED
 BJ2306'24-INCH WILLOW TREE WITH A BRASS PLATE STAMPED PRE. B.M. 131 1933, AND
 BJ2306'ABOUT 18 INCHES HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2307 ***********************************************************************
 BJ2307  DESIGNATION -  132
 BJ2307  PID         -  BJ2307
 BJ2307  STATE/COUNTY-  LA/ST MARTIN
 BJ2307  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2307
 BJ2307                         *CURRENT SURVEY CONTROL
 BJ2307  ___________________________________________________________________
 BJ2307* NAD 83(1986)-  30 09 29.     (N)    091 31 41.     (W)     SCALED    
 BJ2307* NAVD 88     -         3.24   (+/-2cm)      10.6    (feet)  VERTCON   
 BJ2307  ___________________________________________________________________
 BJ2307  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ2307
 BJ2307  VERT ORDER  -  ? (See Below)
 BJ2307
 BJ2307.The horizontal coordinates were scaled from a topographic map and have
 BJ2307.an estimated accuracy of +/- 6 seconds.
 BJ2307
 BJ2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2307.The vertical order pertains to the NGVD 29 superseded value.
 BJ2307
 BJ2307.The geoid height was determined by GEOID03.
 BJ2307
 BJ2307;                    North         East    Units  Estimated Accuracy
 BJ2307;SPC LA S     -   183,800.      981,240.      MT  (+/- 180 meters Scaled)
 BJ2307
 BJ2307                          SUPERSEDED SURVEY CONTROL
 BJ2307
 BJ2307  NGVD 29 (??/??/??)    3.262  (m)           10.70   (f) ADJUSTED    ?  
 BJ2307
 BJ2307.Superseded values are not recommended for survey control.
 BJ2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2307.See file dsdata.txt to determine how the superseded data were derived.
 BJ2307
 BJ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP417372(NAD 83)
 BJ2307_MARKER: S = SPIKE
 BJ2307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2307_SP_SET: TREE
 BJ2307_STAMPING: PRE.B.M. 132 1933
 BJ2307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2307
 BJ2307  HISTORY     - Date     Condition        Report By
 BJ2307  HISTORY     - 1933     MONUMENTED       DOD
 BJ2307
 BJ2307                          STATION DESCRIPTION
 BJ2307
 BJ2307'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2307'1.5 MI N FROM BAYOU CHENE.
 BJ2307'1.5 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2307'DIRECTLY OPPOSITE THE HEAD OF BAYOU CHENE CUT-OFF, ABOUT 100 FEET
 BJ2307'LANDWARD FROM THE TOP OF THE BANK, ABOUT 50 FEET BELOW A POINT 75 FEET
 BJ2307'BACK OF MILEAGE POLE 79.76, IN THE RIVERSIDE OF A BLAZED 8-INCH WILLOW
 BJ2307'TREE WITH A BRASS PLATE STAMPED PRE. B.M. 132 1933, AND ABOUT 12
 BJ2307'INCHES HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0236 ***********************************************************************
 CQ0236  DESIGNATION -  1320 LAGS
 CQ0236  PID         -  CQ0236
 CQ0236  STATE/COUNTY-  LA/LINCOLN
 CQ0236  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0236
 CQ0236                         *CURRENT SURVEY CONTROL
 CQ0236  ___________________________________________________________________
 CQ0236* NAD 83(1986)-  32 35 40.     (N)    092 27 36.     (W)     SCALED    
 CQ0236* NAVD 88     -        71.820  (meters)     235.63   (feet)  ADJUSTED  
 CQ0236  ___________________________________________________________________
 CQ0236  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ0236  DYNAMIC HT  -          71.740 (meters)     235.37  (feet)  COMP
 CQ0236  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CQ0236
 CQ0236  VERT ORDER  -  SECOND    CLASS 0
 CQ0236
 CQ0236.The horizontal coordinates were scaled from a topographic map and have
 CQ0236.an estimated accuracy of +/- 6 seconds.
 CQ0236
 CQ0236.The orthometric height was determined by differential leveling
 CQ0236.and adjusted by the National Geodetic Survey in June 1991..
 CQ0236
 CQ0236.The geoid height was determined by GEOID03.
 CQ0236
 CQ0236.The dynamic height is computed by dividing the NAVD 88
 CQ0236.geopotential number by the normal gravity value computed on the
 CQ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0236.degrees latitude (g = 980.6199 gals.).
 CQ0236
 CQ0236.The modeled gravity was interpolated from observed gravity values.
 CQ0236
 CQ0236;                    North         East    Units  Estimated Accuracy
 CQ0236;SPC LA N     -   232,230.    1,003,760.      MT  (+/- 180 meters Scaled)
 CQ0236
 CQ0236                          SUPERSEDED SURVEY CONTROL
 CQ0236
 CQ0236  NGVD 29 (??/??/??)   71.895  (m)          235.88   (f) ADJUSTED    2 0
 CQ0236
 CQ0236.Superseded values are not recommended for survey control.
 CQ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0236.See file dsdata.txt to determine how the superseded data were derived.
 CQ0236
 CQ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS506064(NAD 83)
 CQ0236_MARKER: DD = SURVEY DISK
 CQ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0236_STAMPING: 1320 LGS
 CQ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0236+STABILITY: SURFACE MOTION
 CQ0236
 CQ0236  HISTORY     - Date     Condition        Report By
 CQ0236  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0236  HISTORY     - 1968     GOOD             LADH
 CQ0236  HISTORY     - 1983     GOOD             LADTD
 CQ0236  HISTORY     - 1987     GOOD             USPSQD
 CQ0236  HISTORY     - 1990     GOOD             USPSQD
 CQ0236  HISTORY     - 19970211 GOOD             USPSQD
 CQ0236
 CQ0236                          STATION DESCRIPTION
 CQ0236
 CQ0236'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0236'12.8 MI NE FROM RUSTON.
 CQ0236'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0236'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0236'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY
 CQ0236'145 IN CHOUDRANT.  THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 5.5
 CQ0236'MILES TO THE MARK ON THE LEFT.  IT IS 1.3 MILES NORTH OF SIBLEY, 36
 CQ0236'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 86 FEET SOUTH OF THE
 CQ0236'SOUTHEAST HOUSE CORNER, J. LEON FORDS RESIDENCE, 62 FEET SOUTH OF A
 CQ0236'48-INCH RED OAK TREE, AND 1 1/2 FEET WEST OF A STEEL WITNESS POST. IT
 CQ0236'IS A LGS AND C AND GS DISK STAMPED 1320 LGS, SET IN THE TOP OF A
 CQ0236'CONCRETE POST PROJECTING 5-INCHES.
 CQ0236
 CQ0236                          STATION RECOVERY (1983)
 CQ0236
 CQ0236'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0236'RECOVERED IN GOOD CONDITION.
 CQ0236
 CQ0236                          STATION RECOVERY (1987)
 CQ0236
 CQ0236'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0236'RECOVERED IN GOOD CONDITION.
 CQ0236
 CQ0236                          STATION RECOVERY (1990)
 CQ0236
 CQ0236'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0236'RECOVERED IN GOOD CONDITION.
 CQ0236
 CQ0236                          STATION RECOVERY (1997)
 CQ0236
 CQ0236'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0661 ***********************************************************************
 BW0661  DESIGNATION -  132/3 CAP
 BW0661  PID         -  BW0661
 BW0661  STATE/COUNTY-  LA/CONCORDIA
 BW0661  USGS QUAD   -  NATCHEZ (1976)
 BW0661
 BW0661                         *CURRENT SURVEY CONTROL
 BW0661  ___________________________________________________________________
 BW0661* NAD 83(1986)-  31 33 54.     (N)    091 25 26.     (W)     SCALED    
 BW0661* NAVD 88     -        18.98   (+/-2cm)      62.3    (feet)  VERTCON   
 BW0661  ___________________________________________________________________
 BW0661  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0661
 BW0661  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0661
 BW0661.The horizontal coordinates were scaled from a topographic map and have
 BW0661.an estimated accuracy of +/- 6 seconds.
 BW0661
 BW0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0661.The vertical order pertains to the NGVD 29 superseded value.
 BW0661
 BW0661.The geoid height was determined by GEOID03.
 BW0661
 BW0661;                    North         East    Units  Estimated Accuracy
 BW0661;SPC LA N     -   118,590.    1,102,150.      MT  (+/- 180 meters Scaled)
 BW0661
 BW0661                          SUPERSEDED SURVEY CONTROL
 BW0661
 BW0661  NGVD 29 (??/??/92)   18.98   (m)           62.3    (f) COMPUTED    1 2
 BW0661
 BW0661.Superseded values are not recommended for survey control.
 BW0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0661.See file dsdata.txt to determine how the superseded data were derived.
 BW0661
 BW0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ495932(NAD 83)
 BW0661_MARKER: P = PIPE CAP
 BW0661_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0661_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0661_STAMPING: 132 3
 BW0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0661
 BW0661  HISTORY     - Date     Condition        Report By
 BW0661  HISTORY     - UNK      MONUMENTED       DOD
 BW0661  HISTORY     - 1966     GOOD             NGS
 BW0661
 BW0661                          STATION DESCRIPTION
 BW0661
 BW0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0661'0.25 MI N FROM VIDALIA.
 BW0661'ABOUT 0.15 MILE NORTHEAST ALONG OAK STREET FROM THE COURTHOUSE AT
 BW0661'VIDALIA, THENCE 0.1 MILE NORTHWEST ALONG CONCORDIA STREET, 156 FEET
 BW0661'SOUTHWEST OF THE SOUTH CORNER OF THE VIDALIA ELEMENTARY SCHOOL, 26
 BW0661'FEET NORTHEAST OF THE CENTER LINE OF THE STREET, 214 FEET NORTHWEST OF
 BW0661'THE CENTER LINE OF HICKORY STREET, 21 FET SOUTHEAST OF A POWER POLE,
 BW0661'13 FEET NORTHWEST OF THE CENTER LINE OF A CONCRETE DRIVEWAY, 13 FEET
 BW0661'SOUTHWEST OF A PIPE FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF HICKORY
 BW0661'STREET, A BRASS CAP ON THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 18
 BW0661'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0663 ***********************************************************************
 BW0663  DESIGNATION -  132/3 MRC
 BW0663  PID         -  BW0663
 BW0663  STATE/COUNTY-  LA/CONCORDIA
 BW0663  USGS QUAD   -  NATCHEZ (1976)
 BW0663
 BW0663                         *CURRENT SURVEY CONTROL
 BW0663  ___________________________________________________________________
 BW0663* NAD 83(1986)-  31 33 53.     (N)    091 25 25.     (W)     SCALED    
 BW0663* NAVD 88     -        19.69   (+/-2cm)      64.6    (feet)  VERTCON   
 BW0663  ___________________________________________________________________
 BW0663  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0663
 BW0663  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0663
 BW0663.The horizontal coordinates were scaled from a topographic map and have
 BW0663.an estimated accuracy of +/- 6 seconds.
 BW0663
 BW0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0663.The vertical order pertains to the NGVD 29 superseded value.
 BW0663
 BW0663.The geoid height was determined by GEOID03.
 BW0663
 BW0663;                    North         East    Units  Estimated Accuracy
 BW0663;SPC LA N     -   118,560.    1,102,180.      MT  (+/- 180 meters Scaled)
 BW0663
 BW0663                          SUPERSEDED SURVEY CONTROL
 BW0663
 BW0663  NGVD 29 (??/??/92)   19.69   (m)           64.6    (f) COMPUTED    1 2
 BW0663
 BW0663.Superseded values are not recommended for survey control.
 BW0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0663.See file dsdata.txt to determine how the superseded data were derived.
 BW0663
 BW0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ496932(NAD 83)
 BW0663_MARKER: P = PIPE CAP
 BW0663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0663_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0663
 BW0663  HISTORY     - Date     Condition        Report By
 BW0663  HISTORY     - UNK      MONUMENTED       MRC
 BW0663  HISTORY     - 1966     GOOD             NGS
 BW0663
 BW0663                          STATION DESCRIPTION
 BW0663
 BW0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0663'IN VIDALIA.
 BW0663'ABOUT 0.15 MILE EAST ALONG U. S. HIGHWAYS 65 AND 84 FROM THE
 BW0663'COURTHOUSE AT VIDALIA, THENCE 1 BLOCK NORTHEAST ALONG LOUISIANA
 BW0663'AVENUE, THENCE 0.15 MILE SOUTHEAST ALONG CONCORDIA AVENUE, 73 FEET
 BW0663'SOUTHWEST AND ACROSS THE AVENUE FROM THE SOUTHWEST FACE OF THE VIDALIA
 BW0663'JUNIOR HIGH SCHOOL, 142 FEET NORTHWEST OF THE CENTER LINE OF RIVERSIDE
 BW0663'STREET, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE AVENUE, 14 FEET
 BW0663'NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK LEADING SOUTHWEST TO A
 BW0663'LARGE TWO-STORY HOUSE, 3.6 FEET SOUTHWEST OF A CONCRETE CURB, 2 FEET
 BW0663'NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, ABOUT 2 1/2 FEET ABOVE
 BW0663'THE LEVEL OF THE AVENUE, AN IRON CAP ON THE TOP OF A 4-INCH IRON PIPE
 BW0663'THAT PROJECTS ABOUT 20 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2308 ***********************************************************************
 BJ2308  DESIGNATION -  133
 BJ2308  PID         -  BJ2308
 BJ2308  STATE/COUNTY-  LA/ST MARTIN
 BJ2308  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2308
 BJ2308                         *CURRENT SURVEY CONTROL
 BJ2308  ___________________________________________________________________
 BJ2308* NAD 83(1986)-  30 08 30.     (N)    091 31 56.     (W)     SCALED    
 BJ2308* NAVD 88     -         3.60   (+/-2cm)      11.8    (feet)  VERTCON   
 BJ2308  ___________________________________________________________________
 BJ2308  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ2308
 BJ2308  VERT ORDER  -  ? (See Below)
 BJ2308
 BJ2308.The horizontal coordinates were scaled from a topographic map and have
 BJ2308.an estimated accuracy of +/- 6 seconds.
 BJ2308
 BJ2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2308.The vertical order pertains to the NGVD 29 superseded value.
 BJ2308
 BJ2308.The geoid height was determined by GEOID03.
 BJ2308
 BJ2308;                    North         East    Units  Estimated Accuracy
 BJ2308;SPC LA S     -   181,990.      980,840.      MT  (+/- 180 meters Scaled)
 BJ2308
 BJ2308                          SUPERSEDED SURVEY CONTROL
 BJ2308
 BJ2308  NGVD 29 (??/??/??)    3.624  (m)           11.89   (f) ADJUSTED    ?  
 BJ2308
 BJ2308.Superseded values are not recommended for survey control.
 BJ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2308.See file dsdata.txt to determine how the superseded data were derived.
 BJ2308
 BJ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP413353(NAD 83)
 BJ2308_MARKER: S = SPIKE
 BJ2308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2308_SP_SET: TREE
 BJ2308_STAMPING: PRE.B.M. 133 1933
 BJ2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2308
 BJ2308  HISTORY     - Date     Condition        Report By
 BJ2308  HISTORY     - 1933     MONUMENTED       DOD
 BJ2308
 BJ2308                          STATION DESCRIPTION
 BJ2308
 BJ2308'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2308'IN BAYOU CHENE.
 BJ2308'AT BAYOU CHENE, ST. MARTIN PARISH, ABOUT 150 FEET BELOW BAYOU CROOK
 BJ2308'CHENE, 25 FEET BACK OF THE TOP OF THE RIGHT BANK OF BAYOU CHENE, IN
 BJ2308'THE RIVERSIDE ROOT OF A 60-INCH LIVE OAK TREE WITH A BRASS PLATE
 BJ2308'STAMPED PRE. B.M. 133 1933, AND ABOUT 12 INCHES HIGHER THAN THE
 BJ2308'GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1179 ***********************************************************************
 CQ1179  DESIGNATION -  1332 LAGS RESET 1972
 CQ1179  PID         -  CQ1179
 CQ1179  STATE/COUNTY-  LA/LINCOLN
 CQ1179  USGS QUAD   -  RUSTON EAST (1994)
 CQ1179
 CQ1179                         *CURRENT SURVEY CONTROL
 CQ1179  ___________________________________________________________________
 CQ1179* NAD 83(1986)-  32 35 51.     (N)    092 35 49.     (W)     SCALED    
 CQ1179* NAVD 88     -        91.30   (meters)     299.5    (feet)  RESET     
 CQ1179  ___________________________________________________________________
 CQ1179  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1179
 CQ1179  VERT ORDER  -  THIRD
 CQ1179
 CQ1179.The horizontal coordinates were scaled from a topographic map and have
 CQ1179.an estimated accuracy of +/- 6 seconds.
 CQ1179
 CQ1179.The orthometric height was computed from unverified reset data.
 CQ1179
 CQ1179.The geoid height was determined by GEOID03.
 CQ1179
 CQ1179;                    North         East    Units  Estimated Accuracy
 CQ1179;SPC LA N     -   232,570.      990,900.      MT  (+/- 180 meters Scaled)
 CQ1179
 CQ1179                          SUPERSEDED SURVEY CONTROL
 CQ1179
 CQ1179  NGVD 29 (??/??/??)   91.38   (m)          299.8    (f) RESET       3  
 CQ1179
 CQ1179.Superseded values are not recommended for survey control.
 CQ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1179.See file dsdata.txt to determine how the superseded data were derived.
 CQ1179
 CQ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS378067(NAD 83)
 CQ1179_MARKER: DD = SURVEY DISK
 CQ1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1179_STAMPING: 1332 RESET 1972
 CQ1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1179+STABILITY: SURFACE MOTION
 CQ1179
 CQ1179  HISTORY     - Date     Condition        Report By
 CQ1179  HISTORY     - 1972     MONUMENTED       NGS
 CQ1179
 CQ1179                          STATION DESCRIPTION
 CQ1179
 CQ1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CQ1179'4.0 MI NE FROM RUSTON.
 CQ1179'LOCATED 4.2 MILES NORTH ALONG STATE HIGHWAY 33 FROM ITS INTERSECTION
 CQ1179'WITH INTERSTATE I-20 AT RUSTON.  IT IS 52.5 FEET EAST OF THE CENTER OF
 CQ1179'HIGHWAY 33, 288 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 33 AND
 CQ1179'307211 FEET NORTH OF A TELEPHONE JUNCTION BOX AND 1 FOOT EAST OF A
 CQ1179'METAL WITNESS POST.  IT IS A LOUISIANA GEODETIC SURVEY DISK SET IN THE
 CQ1179'TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 1-INCH ABOVE THE
 CQ1179'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0220 ***********************************************************************
 CQ0220  DESIGNATION -  1337+88 MPRR
 CQ0220  PID         -  CQ0220
 CQ0220  STATE/COUNTY-  LA/UNION
 CQ0220  USGS QUAD   -  DE LOUTRE (1988)
 CQ0220
 CQ0220                         *CURRENT SURVEY CONTROL
 CQ0220  ___________________________________________________________________
 CQ0220* NAD 83(1986)-  32 47 26.     (N)    092 22 29.     (W)     SCALED    
 CQ0220* NAVD 88     -        48.121  (meters)     157.88   (feet)  ADJUSTED  
 CQ0220  ___________________________________________________________________
 CQ0220  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ0220  DYNAMIC HT  -          48.068 (meters)     157.70  (feet)  COMP
 CQ0220  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CQ0220
 CQ0220  VERT ORDER  -  SECOND    CLASS 0
 CQ0220
 CQ0220.The horizontal coordinates were scaled from a topographic map and have
 CQ0220.an estimated accuracy of +/- 6 seconds.
 CQ0220
 CQ0220.The orthometric height was determined by differential leveling
 CQ0220.and adjusted by the National Geodetic Survey in June 1991..
 CQ0220
 CQ0220.The geoid height was determined by GEOID03.
 CQ0220
 CQ0220.The dynamic height is computed by dividing the NAVD 88
 CQ0220.geopotential number by the normal gravity value computed on the
 CQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0220.degrees latitude (g = 980.6199 gals.).
 CQ0220
 CQ0220.The modeled gravity was interpolated from observed gravity values.
 CQ0220
 CQ0220;                    North         East    Units  Estimated Accuracy
 CQ0220;SPC LA N     -   253,980.    1,011,740.      MT  (+/- 180 meters Scaled)
 CQ0220
 CQ0220                          SUPERSEDED SURVEY CONTROL
 CQ0220
 CQ0220  NGVD 29 (??/??/??)   48.215  (m)          158.19   (f) ADJUSTED    2 0
 CQ0220
 CQ0220.Superseded values are not recommended for survey control.
 CQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0220.See file dsdata.txt to determine how the superseded data were derived.
 CQ0220
 CQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS585282(NAD 83)
 CQ0220_MARKER: Z = SEE DESCRIPTION
 CQ0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0220_SP_SET: RAIL
 CQ0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0220
 CQ0220  HISTORY     - Date     Condition        Report By
 CQ0220  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0220  HISTORY     - 1934     GOOD             CGS
 CQ0220
 CQ0220                          STATION DESCRIPTION
 CQ0220
 CQ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0220'2.1 MI NE FROM FARMERVILLE.
 CQ0220'2.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0220'STATION AT FARMERVILLE, UNION PARISH, OPPOSITE MILEPOST 550, AND 8
 CQ0220'FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE TOP OF A VERTICAL
 CQ0220'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2309 ***********************************************************************
 BJ2309  DESIGNATION -  134
 BJ2309  PID         -  BJ2309
 BJ2309  STATE/COUNTY-  LA/ST MARTIN
 BJ2309  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2309
 BJ2309                         *CURRENT SURVEY CONTROL
 BJ2309  ___________________________________________________________________
 BJ2309* NAD 83(1986)-  30 08 21.     (N)    091 31 18.     (W)     SCALED    
 BJ2309* NAVD 88     -         3.14   (+/-2cm)      10.3    (feet)  VERTCON   
 BJ2309  ___________________________________________________________________
 BJ2309  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ2309
 BJ2309  VERT ORDER  -  ? (See Below)
 BJ2309
 BJ2309.The horizontal coordinates were scaled from a topographic map and have
 BJ2309.an estimated accuracy of +/- 6 seconds.
 BJ2309
 BJ2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2309.The vertical order pertains to the NGVD 29 superseded value.
 BJ2309
 BJ2309.The geoid height was determined by GEOID03.
 BJ2309
 BJ2309;                    North         East    Units  Estimated Accuracy
 BJ2309;SPC LA S     -   181,710.      981,860.      MT  (+/- 180 meters Scaled)
 BJ2309
 BJ2309                          SUPERSEDED SURVEY CONTROL
 BJ2309
 BJ2309  NGVD 29 (??/??/??)    3.163  (m)           10.38   (f) ADJUSTED    ?  
 BJ2309
 BJ2309.Superseded values are not recommended for survey control.
 BJ2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2309.See file dsdata.txt to determine how the superseded data were derived.
 BJ2309
 BJ2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP423351(NAD 83)
 BJ2309_MARKER: S = SPIKE
 BJ2309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2309_SP_SET: TREE
 BJ2309_STAMPING: PRE.B.M. 134 1933
 BJ2309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2309
 BJ2309  HISTORY     - Date     Condition        Report By
 BJ2309  HISTORY     - 1933     MONUMENTED       DOD
 BJ2309
 BJ2309                          STATION DESCRIPTION
 BJ2309
 BJ2309'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2309'IN BAYOU CHENE.
 BJ2309'AT BAYOU CHENE, ST. MARTIN PARISH, ABOUT 500 FEET SOUTH OF BAYOU CHENE
 BJ2309'CHURCH, ABOUT 400 FEET ABOVE THE CONFLUENCE OF BAYOU CHENE AND
 BJ2309'TARLETON BAYOU, ON THE RIGHT BANK OF BAYOU CHENE, AT THE WATER EDGE,
 BJ2309'IN THE LANDSIDE OF A LONE BLAZED 30-INCH PIN OAK TREE WITH A BRASS
 BJ2309'PLATE STAMPED PRE. B.M. 134 1933, AND ABOUT 12 INCHES HIGHER THAN THE
 BJ2309'GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2280 ***********************************************************************
 BX2280  DESIGNATION -  134.3 L
 BX2280  PID         -  BX2280
 BX2280  STATE/COUNTY-  LA/GRANT
 BX2280  USGS QUAD   -  BOYCE (1992)
 BX2280
 BX2280                         *CURRENT SURVEY CONTROL
 BX2280  ___________________________________________________________________
 BX2280* NAD 83(1986)-  31 26 59.     (N)    092 42 18.     (W)     SCALED    
 BX2280* NAVD 88     -        29.334  (meters)      96.24   (feet)  ADJUSTED  
 BX2280  ___________________________________________________________________
 BX2280  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX2280  DYNAMIC HT  -          29.299 (meters)      96.13  (feet)  COMP
 BX2280  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BX2280
 BX2280  VERT ORDER  -  FIRST     CLASS I
 BX2280
 BX2280.The horizontal coordinates were scaled from a topographic map and have
 BX2280.an estimated accuracy of +/- 6 seconds.
 BX2280
 BX2280.The orthometric height was determined by differential leveling
 BX2280.and adjusted by the National Geodetic Survey in February 1994..
 BX2280
 BX2280.The geoid height was determined by GEOID03.
 BX2280
 BX2280.The dynamic height is computed by dividing the NAVD 88
 BX2280.geopotential number by the normal gravity value computed on the
 BX2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2280.degrees latitude (g = 980.6199 gals.).
 BX2280
 BX2280.The modeled gravity was interpolated from observed gravity values.
 BX2280
 BX2280;                    North         East    Units  Estimated Accuracy
 BX2280;SPC LA N     -   105,320.      980,520.      MT  (+/- 180 meters Scaled)
 BX2280
 BX2280                          SUPERSEDED SURVEY CONTROL
 BX2280
 BX2280  NAVD 88 (06/15/91)   29.333  (m)           96.24   (f) UNKNOWN     1 1
 BX2280  NGVD 29 (??/??/??)   29.337  (m)           96.25   (f) ADJUSTED    1 1
 BX2280
 BX2280.Superseded values are not recommended for survey control.
 BX2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2280.See file dsdata.txt to determine how the superseded data were derived.
 BX2280
 BX2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ280794(NAD 83)
 BX2280_MARKER: Z = SEE DESCRIPTION
 BX2280_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2280_SP_SET: COPPER-CLAD STEEL ROD
 BX2280_STAMPING: PBM 134.3L
 BX2280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2280
 BX2280  HISTORY     - Date     Condition        Report By
 BX2280  HISTORY     - UNK      MONUMENTED       USE
 BX2280  HISTORY     - 1977     GOOD             NGS
 BX2280
 BX2280                          STATION DESCRIPTION
 BX2280
 BX2280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2280'7.1 MI SW FROM COLFAX.
 BX2280'5.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 BX2280'COLFAX, THENCE  1.8 MILES WEST ALONG A PAVED ROAD, AT A 90
 BX2280'DEGREE CURVE ON THE LEVEE, 59 FEET SOUTH OF THE CENTER LINE
 BX2280'OF THE LEVEE ROAD, 8 FEET WEST OF A TREE, A COPPER COATED
 BX2280'ROD CAPPED WITH A COUPLING WHICH ACCESS IS HAD BY UNSCREWING
 BX2280'A CAP ON THE 3 INCH PIPE WHICH SURROUNDS THE ROD. THE CAP IS
 BX2280'STAMPED PBM 134.3L SURROUNDED BY 3 WITNESS POSTS, 168 FEET
 BX2280'NORTHEAST OF PBM 134.3LA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2281 ***********************************************************************
 BX2281  DESIGNATION -  134.3 LA
 BX2281  PID         -  BX2281
 BX2281  STATE/COUNTY-  LA/GRANT
 BX2281  USGS QUAD   -  BOYCE (1992)
 BX2281
 BX2281                         *CURRENT SURVEY CONTROL
 BX2281  ___________________________________________________________________
 BX2281* NAD 83(1986)-  31 26 59.     (N)    092 42 20.     (W)     SCALED    
 BX2281* NAVD 88     -        29.447  (meters)      96.61   (feet)  ADJUSTED  
 BX2281  ___________________________________________________________________
 BX2281  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX2281  DYNAMIC HT  -          29.411 (meters)      96.49  (feet)  COMP
 BX2281  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BX2281
 BX2281  VERT ORDER  -  FIRST     CLASS I
 BX2281
 BX2281.The horizontal coordinates were scaled from a topographic map and have
 BX2281.an estimated accuracy of +/- 6 seconds.
 BX2281
 BX2281.The orthometric height was determined by differential leveling
 BX2281.and adjusted by the National Geodetic Survey in February 1994..
 BX2281
 BX2281.The geoid height was determined by GEOID03.
 BX2281
 BX2281.The dynamic height is computed by dividing the NAVD 88
 BX2281.geopotential number by the normal gravity value computed on the
 BX2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2281.degrees latitude (g = 980.6199 gals.).
 BX2281
 BX2281.The modeled gravity was interpolated from observed gravity values.
 BX2281
 BX2281;                    North         East    Units  Estimated Accuracy
 BX2281;SPC LA N     -   105,320.      980,460.      MT  (+/- 180 meters Scaled)
 BX2281
 BX2281                          SUPERSEDED SURVEY CONTROL
 BX2281
 BX2281  NAVD 88 (06/15/91)   29.446  (m)           96.61   (f) UNKNOWN     1 1
 BX2281  NGVD 29 (??/??/??)   29.450  (m)           96.62   (f) ADJUSTED    1 1
 BX2281
 BX2281.Superseded values are not recommended for survey control.
 BX2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2281.See file dsdata.txt to determine how the superseded data were derived.
 BX2281
 BX2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ279794(NAD 83)
 BX2281_MARKER: Z = SEE DESCRIPTION
 BX2281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2281_SP_SET: COPPER-CLAD STEEL ROD
 BX2281_STAMPING: PBM 134.3LA
 BX2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2281
 BX2281  HISTORY     - Date     Condition        Report By
 BX2281  HISTORY     - UNK      MONUMENTED       USE
 BX2281  HISTORY     - 1977     GOOD             NGS
 BX2281
 BX2281                          STATION DESCRIPTION
 BX2281
 BX2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2281'7.1 MI SW FROM COLFAX.
 BX2281'5.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 BX2281'COLFAX, THENCE 1.8 MILES WEST ALONG A PAVED ROAD, AT A 90 DEGREE
 BX2281'CURVE ON THE LEVEE, 168 FEET SOUTHWEST OF PBM 134.3L, IN A
 BX2281'CLEARING, 3 FEET NORTH OF A BARBED WIRE FENCE, A COPPER COATED
 BX2281'ROD CAPPED WITH A COUPLING, SURROUNDED BY A 3 INCH PIPE WHICH
 BX2281'ACCESS IS HAD BY UNSCREWING THE CAP, WHICH IS STAMPED PBM 134.
 BX2281'3LA. SURROUNDED BY 3 WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1321 ***********************************************************************
 BW1321  DESIGNATION -  134/4 BOLT USE
 BW1321  PID         -  BW1321
 BW1321  STATE/COUNTY-  LA/CONCORDIA
 BW1321  USGS QUAD   -  DEER PARK (1983)
 BW1321
 BW1321                         *CURRENT SURVEY CONTROL
 BW1321  ___________________________________________________________________
 BW1321* NAD 83(1986)-  31 29 40.     (N)    091 31 32.     (W)     SCALED    
 BW1321* NAVD 88     -        16.93   (+/-2cm)      55.5    (feet)  VERTCON   
 BW1321  ___________________________________________________________________
 BW1321  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BW1321
 BW1321  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1321
 BW1321.The horizontal coordinates were scaled from a topographic map and have
 BW1321.an estimated accuracy of +/- 6 seconds.
 BW1321
 BW1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1321.The vertical order pertains to the NGVD 29 superseded value.
 BW1321
 BW1321.The geoid height was determined by GEOID03.
 BW1321
 BW1321;                    North         East    Units  Estimated Accuracy
 BW1321;SPC LA N     -   110,680.    1,092,570.      MT  (+/- 180 meters Scaled)
 BW1321
 BW1321                          SUPERSEDED SURVEY CONTROL
 BW1321
 BW1321  NGVD 29 (??/??/92)   16.928  (m)           55.54   (f) ADJ UNCH    1 2
 BW1321
 BW1321.Superseded values are not recommended for survey control.
 BW1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1321.See file dsdata.txt to determine how the superseded data were derived.
 BW1321
 BW1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ400853(NAD 83)
 BW1321_MARKER: B = BOLT
 BW1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1321_SP_SET: STONE
 BW1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1321+STABILITY: SURFACE MOTION
 BW1321
 BW1321  HISTORY     - Date     Condition        Report By
 BW1321  HISTORY     - UNK      MONUMENTED       USE
 BW1321  HISTORY     - 1940     GOOD             NGS
 BW1321  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1321
 BW1321                          STATION DESCRIPTION
 BW1321
 BW1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BW1321'7.5 MI SW FROM VIDALIA.
 BW1321'7-1/2 MILES SOUTHWEST OF VIDALIA, CONCORDIA PARISH, BACK OF MORO
 BW1321'LANDING, 0.6 MILE SOUTH OF THE POINT WHERE THE ROAD PASSES BETWEEN TWO
 BW1321'CONCRETE SILOS, 0.5 MILE NORTH OF THE POINT WHERE THE GRAVEL ROAD GOES
 BW1321'UP ONTO THE LEVEE, 204 FEET WEST OF THE TOE OF THE LEVEE, 174 FEET
 BW1321'WEST OF A FENCE, 144 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 BW1321'AND 18 FEET SOUTH OF A DITCH THROUGH A FIELD.  A COPPER BOLT SET IN
 BW1321'THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BW1321'THROUGH AN IRON PIPE PROJECTING 18 INCHES ABOVE GROUND AND BEARING A
 BW1321'CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.
 BW1321
 BW1321                          STATION RECOVERY (1966)
 BW1321
 BW1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1589 ***********************************************************************
 BX1589  DESIGNATION -  137.0 USGS
 BX1589  PID         -  BX1589
 BX1589  STATE/COUNTY-  LA/WINN
 BX1589  USGS QUAD   -  PACKTON (1984)
 BX1589
 BX1589                         *CURRENT SURVEY CONTROL
 BX1589  ___________________________________________________________________
 BX1589* NAD 83(1986)-  31 51 37.     (N)    092 32 08.     (W)     SCALED    
 BX1589* NAVD 88     -        41.76   (+/-2cm)     137.0    (feet)  VERTCON   
 BX1589  ___________________________________________________________________
 BX1589  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1589
 BX1589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1589
 BX1589.The horizontal coordinates were scaled from a topographic map and have
 BX1589.an estimated accuracy of +/- 6 seconds.
 BX1589
 BX1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1589.The vertical order pertains to the NGVD 29 superseded value.
 BX1589
 BX1589.The geoid height was determined by GEOID03.
 BX1589
 BX1589;                    North         East    Units  Estimated Accuracy
 BX1589;SPC LA N     -   150,820.      996,640.      MT  (+/- 180 meters Scaled)
 BX1589
 BX1589                          SUPERSEDED SURVEY CONTROL
 BX1589
 BX1589  NGVD 29 (??/??/??)   41.782  (m)          137.08   (f) ADJUSTED    2 0
 BX1589
 BX1589.Superseded values are not recommended for survey control.
 BX1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1589.See file dsdata.txt to determine how the superseded data were derived.
 BX1589
 BX1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR439250(NAD 83)
 BX1589_MARKER: N = NAIL
 BX1589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1589_SP_SET: TREE
 BX1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1589
 BX1589  HISTORY     - Date     Condition        Report By
 BX1589  HISTORY     - UNK      MONUMENTED       USGS
 BX1589  HISTORY     - 1950     GOOD             CGS
 BX1589  HISTORY     - 1955     GOOD             CGS
 BX1589
 BX1589                          STATION DESCRIPTION
 BX1589
 BX1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1589'7.45 MI NW FROM ZION.
 BX1589'7.45 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1589'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, AT A
 BX1589'T-JUNCTION OF ROADS, ABOUT 0.1 MILE NORTHWEST OF A FARMHOUSE ON THE
 BX1589'NORTHEAST SIDE OF THE HIGHWAY, 79 FEET NORTHEAST OF THE CENTER LINE OF
 BX1589'THE HIGHWAY, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD
 BX1589'LEADING NORTHEAST, 8.2 FEET NORTH OF BENCH MARK R 129, 5.3 FEET
 BX1589'NORTHWEST OF A REFERENCE POST, 5.3 FEET BELOW THE BASE OF A TRIANGULAR
 BX1589'BLAZE ON THE SOUTHWEST SIDE OF A 14-INCH OAK TREE, IN THE SOUTH ROOT
 BX1589'OF THE TREE.
 BX1589
 BX1589                          STATION RECOVERY (1955)
 BX1589
 BX1589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3194 ***********************************************************************
 DH3194  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3194  DESIGNATION -  1370+7.73=LMS164
 DH3194  PID         -  DH3194
 DH3194  STATE/COUNTY-  LA/PLAQUEMINES
 DH3194  USGS QUAD   -  LAKE LAURIER (1992)
 DH3194
 DH3194                         *CURRENT SURVEY CONTROL
 DH3194  ___________________________________________________________________
 DH3194* NAD 83(1992)-  29 36 59.71911(N)    089 53 15.10315(W)     ADJUSTED  
 DH3194* NAVD 88     -         4.54 **(meters)      14.9  **(feet)  GPS OBS(2004.65)
 DH3194  **This station is located in a subsidence area (see below).
 DH3194  ___________________________________________________________________
 DH3194  X           -      10,893.373 (meters)                     COMP
 DH3194  Y           -  -5,549,355.381 (meters)                     COMP
 DH3194  Z           -   3,133,486.042 (meters)                     COMP
 DH3194  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DH3194  ELLIP HEIGHT-         -20.34  (meters)          (05/09/05) GPS OBS
 DH3194  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 DH3194
 DH3194  HORZ ORDER  -  B
 DH3194  ELLP ORDER  -  FOURTH    CLASS II
 DH3194
 DH3194.The horizontal coordinates were established by GPS observations
 DH3194.and adjusted by the National Geodetic Survey in May 2005..
 DH3194
 DH3194 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3194 ** and geoid heights are valid at the date of observation. These heights
 DH3194 ** must always be validated when used as control.
 DH3194 ** The orthometric height was determined by GPS observations using
 DH3194 ** precise GPS observation and processing techniques and a new
 DH3194 ** realization of GEOID03. It supersedes the leveled height previously
 DH3194 ** determined for this station.
 DH3194 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3194 ** epoch indicated which incorporates improved geoid heights for the
 DH3194 ** Southern Louisiana Subsidence area.
 DH3194 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3194.The orthometric height was determined by GPS observations and a
 DH3194.high-resolution geoid model using precise GPS observation and
 DH3194.processing techniques.
 DH3194
 DH3194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3194
 DH3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3194
 DH3194.The ellipsoidal height was determined by GPS observations
 DH3194.and is referenced to NAD 83.
 DH3194
 DH3194.The geoid height was determined by GEOID03.
 DH3194
 DH3194;                    North         East     Units Scale Factor Converg.
 DH3194;SPC LA S     -   124,651.769 1,140,022.454   MT  0.99994809   +0 43 22.5
 DH3194;SPC LA S     -   408,961.68  3,740,223.67   sFT  0.99994809   +0 43 22.5
 DH3194;UTM  16      - 3,279,785.466   220,379.244   MT  1.00056485   -1 25 40.5
 DH3194
 DH3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3194!SPC LA S     -   1.00000319  x   0.99994809  =   0.99995128
 DH3194!UTM  16      -   1.00000319  x   1.00056485  =   1.00056805
 DH3194
 DH3194                          SUPERSEDED SURVEY CONTROL
 DH3194
 DH3194.No superseded survey control is available for this station.
 DH3194
 DH3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2037979785(NAD 83)
 DH3194_MARKER: DD = SURVEY DISK
 DH3194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3194_STAMPING: LMS 164 1977
 DH3194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3194+STABILITY: SURFACE MOTION
 DH3194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3194+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 DH3194
 DH3194  HISTORY     - Date     Condition        Report By
 DH3194  HISTORY     - UNK      MONUMENTED       USACE
 DH3194  HISTORY     - 20030204 GOOD             3001
 DH3194
 DH3194                          STATION DESCRIPTION
 DH3194
 DH3194'DESCRIBED BY 3001, INC 2003 (MH)
 DH3194'THE STATION IS LOCATE DIN PALQUEMINES PARISH ABOUT 3.75 MILES
 DH3194'SOUTHEAST OF PHOENIX, LA 6.4  MILES NORTHWEST OF POINT A LA HACHE, LA
 DH3194'AND 2.4 MILES WEST NORTHWEST OF DAVANT, LA
 DH3194' 
 DH3194'OWNERSHIP- COE
 DH3194' 
 DH3194'TO REACH THE STATION FROM THE INTERSECTION OF HWY 15 AND HEARD LN IN
 DH3194'DAVANT, LA GO 2.38  MILES WEST NORTHWEST ON HWY 15 TO A CHAIN LINK
 DH3194'FENCE CORNER ON RIGHT AND MARK ON LEFT  ON  TOP OF LEVEE.
 DH3194' 
 DH3194'THE STATION IS A 3.5' ROUND COE BRASS CAP SET IN CONCRETE, 1.1' BELOW
 DH3194'GROUND SURFACE,  STAMPED LMS 164 1977, SET IN CENTERLINE OF LEVEE, 10'
 DH3194'SOUTHEAST OF LEVEE STATION MARKER  SIGN  POST 1370, 8.7' NORTHEAST OF
 DH3194'THE F/S CONCRETE SLOPE PAVING, AND 91.5' SOUTHWEST OF THE  CENTERLINE
 DH3194'OF HWY 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0066 ***********************************************************************
 BJ0066  DESIGNATION -  14 ABLDAPA
 BJ0066  PID         -  BJ0066
 BJ0066  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0066  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ0066
 BJ0066                         *CURRENT SURVEY CONTROL
 BJ0066  ___________________________________________________________________
 BJ0066* NAD 83(1992)-  30 45 02.71254(N)    091 23 40.47384(W)     ADJUSTED  
 BJ0066* NAVD 88     -        13.130  (meters)      43.08   (feet)  ADJUSTED  
 BJ0066  ___________________________________________________________________
 BJ0066  X           -    -133,519.634 (meters)                     COMP
 BJ0066  Y           -  -5,484,534.632 (meters)                     COMP
 BJ0066  Z           -   3,242,169.049 (meters)                     COMP
 BJ0066  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ0066  ELLIP HEIGHT-         -14.14  (meters)          (01/02/04) GPS OBS
 BJ0066  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0066  DYNAMIC HT  -          13.113 (meters)      43.02  (feet)  COMP
 BJ0066  MODELED GRAV-     979,361.2   (mgal)                       NAVD 88
 BJ0066
 BJ0066  HORZ ORDER  -  THIRD
 BJ0066  VERT ORDER  -  FIRST     CLASS I
 BJ0066  ELLP ORDER  -  FOURTH    CLASS II
 BJ0066
 BJ0066.The horizontal coordinates were established by GPS observations
 BJ0066.and adjusted by the National Geodetic Survey in January 1993..
 BJ0066
 BJ0066.The orthometric height was determined by differential leveling
 BJ0066.and adjusted by the National Geodetic Survey in February 1994..
 BJ0066
 BJ0066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0066
 BJ0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0066
 BJ0066.The ellipsoidal height was determined by GPS observations
 BJ0066.and is referenced to NAD 83.
 BJ0066
 BJ0066.The geoid height was determined by GEOID03.
 BJ0066
 BJ0066.The dynamic height is computed by dividing the NAVD 88
 BJ0066.geopotential number by the normal gravity value computed on the
 BJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0066.degrees latitude (g = 980.6199 gals.).
 BJ0066
 BJ0066.The modeled gravity was interpolated from observed gravity values.
 BJ0066
 BJ0066;                    North         East     Units Scale Factor Converg.
 BJ0066;SPC LA S     -   249,491.797   994,135.835   MT  1.00001119   -0 01 50.2
 BJ0066;SPC LA S     -   818,541.00  3,261,593.99   sFT  1.00001119   -0 01 50.2
 BJ0066;UTM  15      - 3,403,080.668   653,670.347   MT  0.99989131   +0 49 15.7
 BJ0066
 BJ0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0066!SPC LA S     -   1.00000222  x   1.00001119  =   1.00001341
 BJ0066!UTM  15      -   1.00000222  x   0.99989131  =   0.99989353
 BJ0066
 BJ0066                          SUPERSEDED SURVEY CONTROL
 BJ0066
 BJ0066  ELLIP H (01/21/93)  -14.03   (m)                       GP(       ) 4 2
 BJ0066  NAD 83(1986)-  30 45 02.73096(N)    091 23 40.47043(W) AD(       ) 3
 BJ0066  NAD 27      -  30 45 02.06798(N)    091 23 40.06215(W) AD(       ) 3
 BJ0066  NAVD 88 (06/15/91)   13.156  (m)           43.16   (f) UNKNOWN     1 1
 BJ0066  NGVD 29 (??/??/??)   13.115  (m)           43.03   (f) ADJUSTED    1 1
 BJ0066
 BJ0066.Superseded values are not recommended for survey control.
 BJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0066.See file dsdata.txt to determine how the superseded data were derived.
 BJ0066
 BJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5367003081(NAD 83)
 BJ0066_MARKER: P = PIPE CAP
 BJ0066_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0066_SP_SET: 98 FT I-INCH IRON PIPE
 BJ0066_MAGNETIC: P = MARKER IS A STEEL PIPE
 BJ0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0066+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 BJ0066
 BJ0066  HISTORY     - Date     Condition        Report By
 BJ0066  HISTORY     - 1987     MONUMENTED       USE
 BJ0066  HISTORY     - 1976     GOOD             NGS
 BJ0066  HISTORY     - 20060906 GOOD             AERODA
 BJ0066
 BJ0066                          STATION DESCRIPTION
 BJ0066
 BJ0066'DESCRIBED BY US ENGINEERS 1987 (EDW)
 BJ0066'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ0066'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BJ0066'OBSERVATIONS.
 BJ0066'
 BJ0066'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH-NORTHEAST OF NEW
 BJ0066'ROADS.
 BJ0066'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 BJ0066'
 BJ0066'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 10
 BJ0066'IN NORTH NEW ROADS, (STATE HWY. 10 LEADS TO THE ST FRANCISVILLE
 BJ0066'FREE FERRY) GO NORTHERLY ON HIGHWAY 10 FOR 4.1 KM (2.55 MI) TO A Y
 BJ0066'AND STATE HIGHWAY 420, AT THIS POINT STAY ON HIGHWAY 10 WHICH BEARS
 BJ0066'TO THE RIGHT AND GO 4.1 KM (2.55 MI) TO THE JUNCTION WITH STATE
 BJ0066'HIGHWAY 981. TURN RIGHT ONTO HIGHWAY 981 AND GO EASTERLY 0.4 KM
 BJ0066'(0.25 MI) TO THE STATION ON THE LEFT.
 BJ0066'
 BJ0066'THE STATION IS A 1-INCH IRON PIPE WITH CAP DRIVEN TO A DEPTH OF
 BJ0066'98.85 FEET ENCASED IN A 2-INCH PIPE DRIVEN TO A DEPTH OF 86.08 FEET
 BJ0066'WITH CLEAN THICK BENTONITE DRILLING MUD BETWEEN 2-INCH SURFACE PIPE
 BJ0066'AND CAP ENCASED IN GROUT. THE CENTER PUNCH MARK IN CAP WAS USED.
 BJ0066'THAT IS ---UNSTAMPED---,
 BJ0066'SET INTO, AS STATED ABOVE. LOCATED
 BJ0066'36.58 METERS (120 FT) SOUTH FROM THE APPROXIMATE CENTER OF A
 BJ0066'LEVEE ROAD,
 BJ0066'28.35 METERS (93 FT) NORTH FROM AN UTILITY POLE,
 BJ0066'13.41 METERS (44 FT) NORTH FROM THE CENTER OF HIGHWAY 981 AND
 BJ0066'0.91 METER (3 FT) NORTH FROM A METAL WITNESS POST.
 BJ0066'
 BJ0066'DESCRIBED BY JNL AND VCP.
 BJ0066
 BJ0066                          STATION RECOVERY (1976)
 BJ0066
 BJ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0066'2.75 MI EAST FROM POINTE COUPEE.
 BJ0066'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM ITS JUNCTION OF STATE
 BJ0066'HIGHWAY 420, THENCE 0.25 MILE EAST ALONG STATE HIGHWAY 981, 33 FT
 BJ0066'NORTH OF THE CENTER LINE OF HIGHWAY 981, 82 FT NORTHWEST OF AND ACROSS
 BJ0066'FROM A POWER LINE POLE WITH GUY WIRES, A 1-INCH IRON PIPE WITH CAP
 BJ0066'DRIVEN TO A DEPTH OF 98.85 FT ENCASED IN A 2 INCH PIPE DRIVEN TO A
 BJ0066'DEPTH OF 86.08 FT WITH CLEAN THICK BENTONITE DRILLING MUD BETWEEN
 BJ0066'3-INCH SURFACE PIPE AND CAP ENCASED IN GROUT, THREE 1-INCH GUARD PIPES
 BJ0066'DRIVEN 120 DEGREE APART ON A RADIUS OF 1.5 FT PROTECT THE MARK.
 BJ0066
 BJ0066                          STATION RECOVERY (2006)
 BJ0066
 BJ0066'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0066'WITNESS POST, 3IN CAP, AND 1 IN GUARD RAILS MISSING.  ALL ELSE INTACT.
 BJ0066' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2680 ***********************************************************************
 BJ2680  DESIGNATION -  14 BOLT
 BJ2680  PID         -  BJ2680
 BJ2680  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2680  USGS QUAD   -  MELVILLE (1994)
 BJ2680
 BJ2680                         *CURRENT SURVEY CONTROL
 BJ2680  ___________________________________________________________________
 BJ2680* NAD 83(1986)-  30 44 27.     (N)    091 44 48.     (W)     SCALED    
 BJ2680* NAVD 88     -         7.80   (+/-2cm)      25.6    (feet)  VERTCON   
 BJ2680  ___________________________________________________________________
 BJ2680  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2680
 BJ2680  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2680
 BJ2680.The horizontal coordinates were scaled from a topographic map and have
 BJ2680.an estimated accuracy of +/- 6 seconds.
 BJ2680
 BJ2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2680.The vertical order pertains to the NGVD 29 superseded value.
 BJ2680
 BJ2680.The geoid height was determined by GEOID03.
 BJ2680
 BJ2680;                    North         East    Units  Estimated Accuracy
 BJ2680;SPC LA S     -   248,460.      960,420.      MT  (+/- 180 meters Scaled)
 BJ2680
 BJ2680                          SUPERSEDED SURVEY CONTROL
 BJ2680
 BJ2680  NGVD 29 (??/??/??)    7.796  (m)           25.58   (f) ADJUSTED    1 2
 BJ2680
 BJ2680.Superseded values are not recommended for survey control.
 BJ2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2680.See file dsdata.txt to determine how the superseded data were derived.
 BJ2680
 BJ2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ199015(NAD 83)
 BJ2680_MARKER: B = BOLT
 BJ2680_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2680_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2680_STAMPING: PBM 14 1929
 BJ2680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2680
 BJ2680  HISTORY     - Date     Condition        Report By
 BJ2680  HISTORY     - 1929     MONUMENTED       DOD
 BJ2680  HISTORY     - 1966     GOOD             CGS
 BJ2680  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2680
 BJ2680                          STATION DESCRIPTION
 BJ2680
 BJ2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2680'4.4 MI NE FROM MELVILLE.
 BJ2680'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2680'STATION AT MELVILLE, THENCE 3.9 MILES NORTH ALONG A LEVEE AND STATE
 BJ2680'ROAD 417, IN SECTION 6, T 4 S, R 7 E, IN A SMALL PLOT OF GROUND AT AN
 BJ2680'OLD HOUSE, 194 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 132 FEET
 BJ2680'EAST OF A 38-INCH OAK TREE, 48 FEET NORTHWEST OF A 28-INCH CYPRESS
 BJ2680'TREE, 23 FEET SOUTHEAST OF A FENCE, 21.0 FEET SOUTHEAST OF A METAL
 BJ2680'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, A COPPER BOLT
 BJ2680'SET IN A TILE ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO
 BJ2680'WHICH IS HAD THROUGH A 5-INCH IRON PIPE WHICH BEARS A U. S. ENGINEERS
 BJ2680'CAP AND PROJECTS 1 FOOT.
 BJ2680
 BJ2680                          STATION RECOVERY (1968)
 BJ2680
 BJ2680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2092 ***********************************************************************
 BJ2092  DESIGNATION -  14 C
 BJ2092  PID         -  BJ2092
 BJ2092  STATE/COUNTY-  LA/IBERIA
 BJ2092  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2092
 BJ2092                         *CURRENT SURVEY CONTROL
 BJ2092  ___________________________________________________________________
 BJ2092* NAD 83(1986)-  30 01 51.     (N)    091 28 08.     (W)     SCALED    
 BJ2092* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 BJ2092  ___________________________________________________________________
 BJ2092  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BJ2092
 BJ2092  VERT ORDER  -  ? (See Below)
 BJ2092
 BJ2092.The horizontal coordinates were scaled from a topographic map and have
 BJ2092.an estimated accuracy of +/- 6 seconds.
 BJ2092
 BJ2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2092.The vertical order pertains to the NGVD 29 superseded value.
 BJ2092
 BJ2092.The geoid height was determined by GEOID03.
 BJ2092
 BJ2092;                    North         East    Units  Estimated Accuracy
 BJ2092;SPC LA S     -   169,690.      986,930.      MT  (+/- 180 meters Scaled)
 BJ2092
 BJ2092                          SUPERSEDED SURVEY CONTROL
 BJ2092
 BJ2092  NGVD 29 (??/??/??)    2.003  (m)            6.57   (f) ADJUSTED    ?  
 BJ2092
 BJ2092.Superseded values are not recommended for survey control.
 BJ2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2092.See file dsdata.txt to determine how the superseded data were derived.
 BJ2092
 BJ2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP476231(NAD 83)
 BJ2092_MARKER: S = SPIKE
 BJ2092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2092_SP_SET: TREE
 BJ2092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2092
 BJ2092  HISTORY     - Date     Condition        Report By
 BJ2092  HISTORY     - UNK      MONUMENTED       DOD
 BJ2092  HISTORY     - 1936     GOOD             DOD
 BJ2092
 BJ2092                          STATION DESCRIPTION
 BJ2092
 BJ2092'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2092'IN HOG ISLAND.
 BJ2092'ON HOG ISLAND, IBERIA PARISH, ON THE EAST BANK OF HOG ISLAND PASS,
 BJ2092'ABOUT 300 FEET NORTH OF THE MOST SOUTHERLY POINT OF THE ISLAND, ABOUT
 BJ2092'100 FEET WEST OF KEELBOAT PASS, 20 FEET EAST OF HOG ISLAND PASS, ON
 BJ2092'RANGE 17 OF ATCHAFALAYA BASIN CROSS SECTIONS, IN A 6-INCH WILLOW TREE,
 BJ2092'AND ABOUT 1 FOOT HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2679 ***********************************************************************
 BJ2679  DESIGNATION -  14 CAP
 BJ2679  PID         -  BJ2679
 BJ2679  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2679  USGS QUAD   -  MELVILLE (1994)
 BJ2679
 BJ2679                         *CURRENT SURVEY CONTROL
 BJ2679  ___________________________________________________________________
 BJ2679* NAD 83(1986)-  30 44 27.     (N)    091 44 48.     (W)     SCALED    
 BJ2679* NAVD 88     -         9.03   (+/-2cm)      29.6    (feet)  VERTCON   
 BJ2679  ___________________________________________________________________
 BJ2679  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2679
 BJ2679  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2679
 BJ2679.The horizontal coordinates were scaled from a topographic map and have
 BJ2679.an estimated accuracy of +/- 6 seconds.
 BJ2679
 BJ2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2679.The vertical order pertains to the NGVD 29 superseded value.
 BJ2679
 BJ2679.The geoid height was determined by GEOID03.
 BJ2679
 BJ2679;                    North         East    Units  Estimated Accuracy
 BJ2679;SPC LA S     -   248,460.      960,420.      MT  (+/- 180 meters Scaled)
 BJ2679
 BJ2679                          SUPERSEDED SURVEY CONTROL
 BJ2679
 BJ2679  NGVD 29 (??/??/??)    9.027  (m)           29.62   (f) ADJUSTED    1 2
 BJ2679
 BJ2679.Superseded values are not recommended for survey control.
 BJ2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2679.See file dsdata.txt to determine how the superseded data were derived.
 BJ2679
 BJ2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ199015(NAD 83)
 BJ2679_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2679_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2679_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2679_STAMPING: PBM 14 1929
 BJ2679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2679
 BJ2679  HISTORY     - Date     Condition        Report By
 BJ2679  HISTORY     - 1929     MONUMENTED       DOD
 BJ2679  HISTORY     - 1966     GOOD             CGS
 BJ2679  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2679
 BJ2679                          STATION DESCRIPTION
 BJ2679
 BJ2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2679'4.4 MI NE FROM MELVILLE.
 BJ2679'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2679'STATION AT MELVILLE, THENCE 3.9 MILES NORTH ALONG A LEVEE AND STATE
 BJ2679'ROAD 417, IN SECTION 6, T 4 S, R 7 E, IN A SMALL PLOT OF GROUND AT AN
 BJ2679'OLD HOUSE, 194 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 132 FEET
 BJ2679'EAST OF A 38-INCH OAK TREE, 48 FEET NORTHWEST OF A 28-INCH CYPRESS
 BJ2679'TREE, 23 FEET SOUTHEAST OF A FENCE, 21.0 FEET SOUTHEAST OF A METAL
 BJ2679'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, A 5-INCH IRON
 BJ2679'PIPE WHICH BEARS A U. S. ENGINEERS CAP AND PROJECTS 1 FOOT.
 BJ2679
 BJ2679                          STATION RECOVERY (1968)
 BJ2679
 BJ2679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0256 ***********************************************************************
 BJ0256  DESIGNATION -  14 EABPL
 BJ0256  PID         -  BJ0256
 BJ0256  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0256  USGS QUAD   -  LOTTIE (1994)
 BJ0256
 BJ0256                         *CURRENT SURVEY CONTROL
 BJ0256  ___________________________________________________________________
 BJ0256* NAD 83(1986)-  30 35 51.     (N)    091 39 08.     (W)     SCALED    
 BJ0256* NAVD 88     -         8.366  (meters)      27.45   (feet)  ADJUSTED  
 BJ0256  ___________________________________________________________________
 BJ0256  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ0256  DYNAMIC HT  -           8.355 (meters)      27.41  (feet)  COMP
 BJ0256  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 BJ0256
 BJ0256  VERT ORDER  -  FIRST     CLASS I
 BJ0256
 BJ0256.The horizontal coordinates were scaled from a topographic map and have
 BJ0256.an estimated accuracy of +/- 6 seconds.
 BJ0256
 BJ0256.The orthometric height was determined by differential leveling
 BJ0256.and adjusted by the National Geodetic Survey in February 1994..
 BJ0256
 BJ0256.The geoid height was determined by GEOID03.
 BJ0256
 BJ0256.The dynamic height is computed by dividing the NAVD 88
 BJ0256.geopotential number by the normal gravity value computed on the
 BJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0256.degrees latitude (g = 980.6199 gals.).
 BJ0256
 BJ0256.The modeled gravity was interpolated from observed gravity values.
 BJ0256
 BJ0256;                    North         East    Units  Estimated Accuracy
 BJ0256;SPC LA S     -   232,540.      969,420.      MT  (+/- 180 meters Scaled)
 BJ0256
 BJ0256                          SUPERSEDED SURVEY CONTROL
 BJ0256
 BJ0256  NGVD 29 (??/??/??)    8.378  (m)           27.49   (f) ADJUSTED    1 1
 BJ0256
 BJ0256.Superseded values are not recommended for survey control.
 BJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0256.See file dsdata.txt to determine how the superseded data were derived.
 BJ0256
 BJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP292857(NAD 83)
 BJ0256_MARKER: DD = SURVEY DISK
 BJ0256_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0256_SP_SET: 106 FT IRON PIPE
 BJ0256_STAMPING: PBM 14 EABPL 1976 USE
 BJ0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0256
 BJ0256  HISTORY     - Date     Condition        Report By
 BJ0256  HISTORY     - 1976     MONUMENTED       USE
 BJ0256  HISTORY     - 1976     GOOD             NGS
 BJ0256
 BJ0256                          STATION DESCRIPTION
 BJ0256
 BJ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0256'3.9 MI NORTH FROM LOTTIE.
 BJ0256'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0256'HIGHWAY 81, THENCE 2.9 MILES NORTH ALONG A LEVEE ROAD, 0.25 MILES
 BJ0256'NORTH OF THE JUNCTION OF A ROAD LEADING EAST ACROSS A BRIDGE,
 BJ0256'161 FT EAST OF THE CENTER LINE OF THE ROAD, A 1-INCH IRON PIPE WITH
 BJ0256'A DISK DRIVEN TO A DEPTH OF 106 FT ENCASED IN A 2-INCH IRON PIPE
 BJ0256'BORED TO A DEPTH OF 83 FT WITH A 3-INCH SCREW CAP FOR ACCESS. THE
 BJ0256'SCREW CAP PROJECTS 24-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1424 ***********************************************************************
 CQ1424  DESIGNATION -  14 V 1
 CQ1424  PID         -  CQ1424
 CQ1424  STATE/COUNTY-  LA/CLAIBORNE
 CQ1424  USGS QUAD   -  BLACKBURN (1986)
 CQ1424
 CQ1424                         *CURRENT SURVEY CONTROL
 CQ1424  ___________________________________________________________________
 CQ1424* NAD 83(1986)-  32 51 17.     (N)    093 14 02.     (W)     SCALED    
 CQ1424* NAVD 88     -        67.219  (meters)     220.53   (feet)  ADJUSTED  
 CQ1424  ___________________________________________________________________
 CQ1424  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1424  DYNAMIC HT  -          67.145 (meters)     220.29  (feet)  COMP
 CQ1424  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 CQ1424
 CQ1424  VERT ORDER  -  SECOND    CLASS 0
 CQ1424
 CQ1424.The horizontal coordinates were scaled from a topographic map and have
 CQ1424.an estimated accuracy of +/- 6 seconds.
 CQ1424
 CQ1424.The orthometric height was determined by differential leveling
 CQ1424.and adjusted by the National Geodetic Survey in June 1991..
 CQ1424
 CQ1424.The geoid height was determined by GEOID03.
 CQ1424
 CQ1424.The dynamic height is computed by dividing the NAVD 88
 CQ1424.geopotential number by the normal gravity value computed on the
 CQ1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1424.degrees latitude (g = 980.6199 gals.).
 CQ1424
 CQ1424.The modeled gravity was interpolated from observed gravity values.
 CQ1424
 CQ1424;                    North         East    Units  Estimated Accuracy
 CQ1424;SPC LA N     -   261,330.      931,300.      MT  (+/- 180 meters Scaled)
 CQ1424
 CQ1424                          SUPERSEDED SURVEY CONTROL
 CQ1424
 CQ1424  NGVD 29 (??/??/??)   67.281  (m)          220.74   (f) ADJUSTED    2 0
 CQ1424
 CQ1424.Superseded values are not recommended for survey control.
 CQ1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1424.See file dsdata.txt to determine how the superseded data were derived.
 CQ1424
 CQ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS781352(NAD 83)
 CQ1424_MARKER: DD = SURVEY DISK
 CQ1424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1424_SP_SET: BRIDGE
 CQ1424_STAMPING: 14V1 1969
 CQ1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1424
 CQ1424  HISTORY     - Date     Condition        Report By
 CQ1424  HISTORY     - 1969     MONUMENTED       LADH
 CQ1424  HISTORY     - 1969     GOOD             LADH
 CQ1424  HISTORY     - 19931121 GOOD             USPSQD
 CQ1424
 CQ1424                          STATION DESCRIPTION
 CQ1424
 CQ1424'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1424'13.2 MI E FROM COTTON VALLEY.
 CQ1424'ABOUT 13.2 MILES EAST ALONG LOUISIANA HIGHWAY 160 AND LOUISIANA
 CQ1424'HIGHWAY 2 FROM JUNCTION OF LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY
 CQ1424'160 AT COTTON VALLEY.  IT IS 0.3 MILES EAST OF PARISH LINE IN SOUTH
 CQ1424'END OF ABUTMENT OF BLACK BAYOU BRIDGE, 20 FEET SOUTH OF CENTERLINE OF
 CQ1424'LOUISIANA HIGHWAY 2, 18 FEET WEST OF SOUTHWEST CORNER OF BRIDGE CAP OF
 CQ1424'BENT NUMBER 2 GOING EAST, 12.0 MILES WEST ALONG LOUISIANA HIGHWAY 2
 CQ1424'FROM JUNCTION OF LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER AND ONE MILE
 CQ1424'WEST OF B. M. 14V2.  SET IN TOP OF A CONCRETE BRIDGE ABUTMENT, FLUSH
 CQ1424'WITH TOP.  A STEEL WITNESS POST IS SET 3.0 FEET WEST OF THE MARK.
 CQ1424'SECTION 31, T 22N, R 8W.
 CQ1424
 CQ1424                          STATION RECOVERY (1993)
 CQ1424
 CQ1424'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1433 ***********************************************************************
 CQ1433  DESIGNATION -  14 V 10
 CQ1433  PID         -  CQ1433
 CQ1433  STATE/COUNTY-  LA/CLAIBORNE
 CQ1433  USGS QUAD   -  HOMER (1986)
 CQ1433
 CQ1433                         *CURRENT SURVEY CONTROL
 CQ1433  ___________________________________________________________________
 CQ1433* NAD 83(1986)-  32 48 37.     (N)    093 06 27.     (W)     SCALED    
 CQ1433* NAVD 88     -        92.600  (meters)     303.81   (feet)  ADJUSTED  
 CQ1433  ___________________________________________________________________
 CQ1433  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1433  DYNAMIC HT  -          92.496 (meters)     303.46  (feet)  COMP
 CQ1433  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CQ1433
 CQ1433  VERT ORDER  -  SECOND    CLASS 0
 CQ1433
 CQ1433.The horizontal coordinates were scaled from a topographic map and have
 CQ1433.an estimated accuracy of +/- 6 seconds.
 CQ1433
 CQ1433.The orthometric height was determined by differential leveling
 CQ1433.and adjusted by the National Geodetic Survey in June 1991..
 CQ1433
 CQ1433.The geoid height was determined by GEOID03.
 CQ1433
 CQ1433.The dynamic height is computed by dividing the NAVD 88
 CQ1433.geopotential number by the normal gravity value computed on the
 CQ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1433.degrees latitude (g = 980.6199 gals.).
 CQ1433
 CQ1433.The modeled gravity was interpolated from observed gravity values.
 CQ1433
 CQ1433;                    North         East    Units  Estimated Accuracy
 CQ1433;SPC LA N     -   256,320.      943,100.      MT  (+/- 180 meters Scaled)
 CQ1433
 CQ1433                          SUPERSEDED SURVEY CONTROL
 CQ1433
 CQ1433  NGVD 29 (??/??/??)   92.660  (m)          304.00   (f) ADJUSTED    2 0
 CQ1433
 CQ1433.Superseded values are not recommended for survey control.
 CQ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1433.See file dsdata.txt to determine how the superseded data were derived.
 CQ1433
 CQ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS899302(NAD 83)
 CQ1433_MARKER: DD = SURVEY DISK
 CQ1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1433_STAMPING: 14V10 1969
 CQ1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1433+STABILITY: SURFACE MOTION
 CQ1433
 CQ1433  HISTORY     - Date     Condition        Report By
 CQ1433  HISTORY     - 1969     MONUMENTED       LADH
 CQ1433  HISTORY     - 1969     GOOD             LADH
 CQ1433  HISTORY     - 19931121 GOOD             USPSQD
 CQ1433
 CQ1433                          STATION DESCRIPTION
 CQ1433
 CQ1433'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1433'4.5 MI NW FROM HOMER.
 CQ1433'ABOUT 3.2 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1433'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 163 FEET NORTH OF
 CQ1433'CENTERLINE OF LOUISIANA HIGHWAY 2, 122 FEET NORTH OF EAST HEADWALL OF
 CQ1433'18 INCH R.C. PIPE UNDER TURNOUT, 70 FEET NORTH OF BARBED WIRE FENCE
 CQ1433'ALONG LOUISIANA HIGHWAY 2, 46 FEET NORTH OF 36 INCH WHITE OAK TREE, 21
 CQ1433'FEET SOUTHEAST OF OLD LOGGING ROAD, 1 FOOT EAST OF BARBED WIRE FENCE.
 CQ1433'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CQ1433'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
 CQ1433'SECTION 17, T 21N, R 7W.
 CQ1433
 CQ1433                          STATION RECOVERY (1993)
 CQ1433
 CQ1433'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1434 ***********************************************************************
 CQ1434  DESIGNATION -  14 V 11
 CQ1434  PID         -  CQ1434
 CQ1434  STATE/COUNTY-  LA/CLAIBORNE
 CQ1434  USGS QUAD   -  HOMER (1986)
 CQ1434
 CQ1434                         *CURRENT SURVEY CONTROL
 CQ1434  ___________________________________________________________________
 CQ1434* NAD 83(1986)-  32 48 38.     (N)    093 05 21.     (W)     SCALED    
 CQ1434* NAVD 88     -        79.750  (meters)     261.65   (feet)  ADJUSTED  
 CQ1434  ___________________________________________________________________
 CQ1434  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1434  DYNAMIC HT  -          79.661 (meters)     261.35  (feet)  COMP
 CQ1434  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CQ1434
 CQ1434  VERT ORDER  -  SECOND    CLASS 0
 CQ1434
 CQ1434.The horizontal coordinates were scaled from a topographic map and have
 CQ1434.an estimated accuracy of +/- 6 seconds.
 CQ1434
 CQ1434.The orthometric height was determined by differential leveling
 CQ1434.and adjusted by the National Geodetic Survey in June 1991..
 CQ1434
 CQ1434.The geoid height was determined by GEOID03.
 CQ1434
 CQ1434.The dynamic height is computed by dividing the NAVD 88
 CQ1434.geopotential number by the normal gravity value computed on the
 CQ1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1434.degrees latitude (g = 980.6199 gals.).
 CQ1434
 CQ1434.The modeled gravity was interpolated from observed gravity values.
 CQ1434
 CQ1434;                    North         East    Units  Estimated Accuracy
 CQ1434;SPC LA N     -   256,340.      944,820.      MT  (+/- 180 meters Scaled)
 CQ1434
 CQ1434                          SUPERSEDED SURVEY CONTROL
 CQ1434
 CQ1434  NGVD 29 (??/??/??)   79.811  (m)          261.85   (f) ADJUSTED    2 0
 CQ1434
 CQ1434.Superseded values are not recommended for survey control.
 CQ1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1434.See file dsdata.txt to determine how the superseded data were derived.
 CQ1434
 CQ1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS916302(NAD 83)
 CQ1434_MARKER: DD = SURVEY DISK
 CQ1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1434_STAMPING: 14V11 1969
 CQ1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1434+STABILITY: SURFACE MOTION
 CQ1434
 CQ1434  HISTORY     - Date     Condition        Report By
 CQ1434  HISTORY     - 1969     MONUMENTED       LADH
 CQ1434  HISTORY     - 1969     GOOD             LADH
 CQ1434  HISTORY     - 19931121 GOOD             USPSQD
 CQ1434
 CQ1434                          STATION DESCRIPTION
 CQ1434
 CQ1434'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1434'3.4 MI NW FROM HOMER.
 CQ1434'ABOUT 2.1 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1434'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER, 0.8 MILES WEST OF JUNCTION
 CQ1434'OF LOUISIANA HIGHWAY 540 AND LOUISIANA HIGHWAY 2 AT HOMER.  IT IS 74
 CQ1434'FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 13 FEET NORTH OF
 CQ1434'BARBED WIRE FENCE ALONG LOUISIANA HIGHWAY 2, 1 FOOT EAST OF BARBED
 CQ1434'WIRE FENCE, 161 FEET SOUTH OF 18 INCH ELM TREE.  SET IN THE TOP OF A
 CQ1434'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CQ1434'POST IS SET 1.0 FOOT NORTH OF THE MARK.  SECTION 16, T 21N, R 7W.
 CQ1434
 CQ1434                          STATION RECOVERY (1993)
 CQ1434
 CQ1434'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1435 ***********************************************************************
 CQ1435  DESIGNATION -  14 V 12
 CQ1435  PID         -  CQ1435
 CQ1435  STATE/COUNTY-  LA/CLAIBORNE
 CQ1435  USGS QUAD   -  HOMER (1986)
 CQ1435
 CQ1435                         *CURRENT SURVEY CONTROL
 CQ1435  ___________________________________________________________________
 CQ1435* NAD 83(1986)-  32 48 36.     (N)    093 04 35.     (W)     SCALED    
 CQ1435* NAVD 88     -        97.540  (meters)     320.01   (feet)  ADJUSTED  
 CQ1435  ___________________________________________________________________
 CQ1435  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1435  DYNAMIC HT  -          97.431 (meters)     319.65  (feet)  COMP
 CQ1435  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CQ1435
 CQ1435  VERT ORDER  -  SECOND    CLASS 0
 CQ1435
 CQ1435.The horizontal coordinates were scaled from a topographic map and have
 CQ1435.an estimated accuracy of +/- 6 seconds.
 CQ1435
 CQ1435.The orthometric height was determined by differential leveling
 CQ1435.and adjusted by the National Geodetic Survey in June 1991..
 CQ1435
 CQ1435.The geoid height was determined by GEOID03.
 CQ1435
 CQ1435.The dynamic height is computed by dividing the NAVD 88
 CQ1435.geopotential number by the normal gravity value computed on the
 CQ1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1435.degrees latitude (g = 980.6199 gals.).
 CQ1435
 CQ1435.The modeled gravity was interpolated from observed gravity values.
 CQ1435
 CQ1435;                    North         East    Units  Estimated Accuracy
 CQ1435;SPC LA N     -   256,280.      946,020.      MT  (+/- 180 meters Scaled)
 CQ1435
 CQ1435                          SUPERSEDED SURVEY CONTROL
 CQ1435
 CQ1435  NGVD 29 (??/??/??)   97.600  (m)          320.21   (f) ADJUSTED    2 0
 CQ1435
 CQ1435.Superseded values are not recommended for survey control.
 CQ1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1435.See file dsdata.txt to determine how the superseded data were derived.
 CQ1435
 CQ1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS928302(NAD 83)
 CQ1435_MARKER: DD = SURVEY DISK
 CQ1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1435_STAMPING: 14V12 1969
 CQ1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1435+STABILITY: SURFACE MOTION
 CQ1435
 CQ1435  HISTORY     - Date     Condition        Report By
 CQ1435  HISTORY     - 1969     MONUMENTED       LADH
 CQ1435  HISTORY     - 1969     GOOD             LADH
 CQ1435  HISTORY     - 19931121 GOOD             USPSQD
 CQ1435
 CQ1435                          STATION DESCRIPTION
 CQ1435
 CQ1435'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1435'2.6 MI NW FROM HOMER.
 CQ1435'ABOUT 1.3 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1435'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS AT JUNCTION OF
 CQ1435'LOUISIANA HIGHWAY 540 AND LOUISIANA HIGHWAY 2, 109 FEET SOUTH OF
 CQ1435'CENTERLINE OF LOUISIANA HIGHWAY 2, 102 FEET WEST OF CENTERLINE OF
 CQ1435'LOUISIANA HIGHWAY 540, 82 FEET WEST OF WEST HEADWALL OF 18 INCH R.C.
 CQ1435'PIPE UNDER LOUISIANA HIGHWAY 540, 136 FEET SOUTHWEST OF CENTER OF
 CQ1435'INTERSECTION OF LOUISIANA HIGHWAY 540 AND LOUISIANA HIGHWAY 2, 21 FEET
 CQ1435'EAST OF DOUBLE PINE.  SET IN THE TOP OF CONCRETE POST PROJECTING 1
 CQ1435'INCH ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF
 CQ1435'THE MARK.  SECTION 15, T 21N, R 7W.
 CQ1435
 CQ1435                          STATION RECOVERY (1993)
 CQ1435
 CQ1435'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1436 ***********************************************************************
 CQ1436  DESIGNATION -  14 V 13
 CQ1436  PID         -  CQ1436
 CQ1436  STATE/COUNTY-  LA/CLAIBORNE
 CQ1436  USGS QUAD   -  HOMER (1986)
 CQ1436
 CQ1436                         *CURRENT SURVEY CONTROL
 CQ1436  ___________________________________________________________________
 CQ1436* NAD 83(1986)-  32 48 36.     (N)    093 03 24.     (W)     SCALED    
 CQ1436* NAVD 88     -        64.928  (meters)     213.02   (feet)  ADJUSTED  
 CQ1436  ___________________________________________________________________
 CQ1436  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1436  DYNAMIC HT  -          64.855 (meters)     212.78  (feet)  COMP
 CQ1436  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 CQ1436
 CQ1436  VERT ORDER  -  SECOND    CLASS 0
 CQ1436
 CQ1436.The horizontal coordinates were scaled from a topographic map and have
 CQ1436.an estimated accuracy of +/- 6 seconds.
 CQ1436
 CQ1436.The orthometric height was determined by differential leveling
 CQ1436.and adjusted by the National Geodetic Survey in September 1998..
 CQ1436
 CQ1436.The geoid height was determined by GEOID03.
 CQ1436
 CQ1436.The dynamic height is computed by dividing the NAVD 88
 CQ1436.geopotential number by the normal gravity value computed on the
 CQ1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1436.degrees latitude (g = 980.6199 gals.).
 CQ1436
 CQ1436.The modeled gravity was interpolated from observed gravity values.
 CQ1436
 CQ1436;                    North         East    Units  Estimated Accuracy
 CQ1436;SPC LA N     -   256,270.      947,870.      MT  (+/- 180 meters Scaled)
 CQ1436
 CQ1436                          SUPERSEDED SURVEY CONTROL
 CQ1436
 CQ1436  NAVD 88 (06/15/91)   64.946  (m)          213.08   (f) UNKNOWN     2 0
 CQ1436  NGVD 29 (??/??/??)   65.009  (m)          213.28   (f) ADJUSTED    2 0
 CQ1436
 CQ1436.Superseded values are not recommended for survey control.
 CQ1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1436.See file dsdata.txt to determine how the superseded data were derived.
 CQ1436
 CQ1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS946302(NAD 83)
 CQ1436_MARKER: DD = SURVEY DISK
 CQ1436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ1436_SP_SET: BRIDGE ABUTMENT
 CQ1436_STAMPING: 14V13 1969
 CQ1436_MARK LOGO: LADTD 
 CQ1436_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1436+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 CQ1436
 CQ1436  HISTORY     - Date     Condition        Report By
 CQ1436  HISTORY     - 1969     MONUMENTED       LADH
 CQ1436  HISTORY     - 1969     GOOD             LADH
 CQ1436  HISTORY     - 1976     GOOD             LADTD
 CQ1436  HISTORY     - 19931121 GOOD             USPSQD
 CQ1436  HISTORY     - 19950607 GOOD             LADTD
 CQ1436
 CQ1436                          STATION DESCRIPTION
 CQ1436
 CQ1436'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1436'1.3 MI N FROM HOMER.
 CQ1436'ABOUT 351 FEET WEST ALONG LOUISIANA HIGHWAY 2, FROM CENTERLINE OF
 CQ1436'JUNCTION OF LOUISIANA HIGHWAY 2 AND U.S. 79.  IT IS 56 FEET NORTH OF
 CQ1436'CORNER OF 4 STRAND BARBED WIRE FENCE, 12 FEET FROM SOUTHEAST CORNER OF
 CQ1436'APPROACH SLAB ON BAYOU DARBONNE BRIDGE, 2 FEET FROM SOUTHEAST CORNER
 CQ1436'OF BAYOU DARBONNE BRIDGE END CAP, 38 FEET FROM HANDRAIL ON NORTHEAST
 CQ1436'CORNER OF BAYOU DARBONNE BRIDGE.  SET FLUSH IN TOP OF BRIDGE ABUTMENT.
 CQ1436'A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK. SECTION 14, T
 CQ1436'21N, R 7W.
 CQ1436
 CQ1436                          STATION RECOVERY (1976)
 CQ1436
 CQ1436'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CQ1436'RECOVERED IN GOOD CONDITION.
 CQ1436
 CQ1436                          STATION RECOVERY (1993)
 CQ1436
 CQ1436'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1436'RECOVERED IN GOOD CONDITION.
 CQ1436
 CQ1436                          STATION RECOVERY (1995)
 CQ1436
 CQ1436'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1436'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF HOMER, 10.0 MI
 CQ1436'(16.1 KM) SOUTHWEST OF COLQUITT AND 12.0 MI (19.3 KM) SOUTHEAST OF
 CQ1436'HAYNESVILLE.  OWNERSHIP--LOUISAIANA DEPARTMENT OF TRANSPORTATION AND
 CQ1436'DEVELOPMENT.  TO REACH THE STATION FROM THE COURTHOUSE IN HOMER GO
 CQ1436'NORTH FOR 1.25 MI (2.01 KM) ON U.  S.  HIGHWAY 79 TO THE JUNCTION WITH
 CQ1436'STATE HIGHWAY 2, TURN LEFT AND GO WEST FOR 0.05 MI (0.08 KM) ON
 CQ1436'HIGHWAY 2 TO THE STATION SET IN THE SOUTHEAST CORNER OF THE BAYOU
 CQ1436'DARBONNE BRIDGE.  THE STATION IS 78.0 FT (23.8 M) WEST FROM A DRIVE,
 CQ1436'60.0 FT (18.3 M) NORTH-NORTHWEST FROM A POWER POLE, 17.5 FT (5.3 M)
 CQ1436'SOUTH FROM THE CENTER OF THE HIGHWAY, 1.0 FT (0.3 M) NORTH FROM A
 CQ1436'METAL WITNESS POST WITH SIGN ATTACHED AT THE SOUTH END OF THE
 CQ1436'WINGWALL, FLUSH WITH THE WINGWALL AND ABOUT 1.0 FT (0.3 M) BELOW THE
 CQ1436'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1437 ***********************************************************************
 CQ1437  DESIGNATION -  14 V 14
 CQ1437  PID         -  CQ1437
 CQ1437  STATE/COUNTY-  LA/CLAIBORNE
 CQ1437  USGS QUAD   -  HOMER (1986)
 CQ1437
 CQ1437                         *CURRENT SURVEY CONTROL
 CQ1437  ___________________________________________________________________
 CQ1437* NAD 83(1986)-  32 48 06.     (N)    093 03 19.     (W)     SCALED    
 CQ1437* NAVD 88     -        67.743  (meters)     222.25   (feet)  ADJUSTED  
 CQ1437  ___________________________________________________________________
 CQ1437  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1437  DYNAMIC HT  -          67.668 (meters)     222.01  (feet)  COMP
 CQ1437  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 CQ1437
 CQ1437  VERT ORDER  -  SECOND    CLASS 0
 CQ1437
 CQ1437.The horizontal coordinates were scaled from a topographic map and have
 CQ1437.an estimated accuracy of +/- 6 seconds.
 CQ1437
 CQ1437.The orthometric height was determined by differential leveling
 CQ1437.and adjusted by the National Geodetic Survey in June 1991..
 CQ1437
 CQ1437.The geoid height was determined by GEOID03.
 CQ1437
 CQ1437.The dynamic height is computed by dividing the NAVD 88
 CQ1437.geopotential number by the normal gravity value computed on the
 CQ1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1437.degrees latitude (g = 980.6199 gals.).
 CQ1437
 CQ1437.The modeled gravity was interpolated from observed gravity values.
 CQ1437
 CQ1437;                    North         East    Units  Estimated Accuracy
 CQ1437;SPC LA N     -   255,340.      947,990.      MT  (+/- 180 meters Scaled)
 CQ1437
 CQ1437                          SUPERSEDED SURVEY CONTROL
 CQ1437
 CQ1437  NGVD 29 (??/??/??)   67.807  (m)          222.46   (f) ADJUSTED    2 0
 CQ1437
 CQ1437.Superseded values are not recommended for survey control.
 CQ1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1437.See file dsdata.txt to determine how the superseded data were derived.
 CQ1437
 CQ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS948293(NAD 83)
 CQ1437_MARKER: DD = SURVEY DISK
 CQ1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1437_STAMPING: 14V14 1969
 CQ1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1437+STABILITY: SURFACE MOTION
 CQ1437
 CQ1437  HISTORY     - Date     Condition        Report By
 CQ1437  HISTORY     - 1969     MONUMENTED       LADH
 CQ1437  HISTORY     - 1969     GOOD             LADH
 CQ1437  HISTORY     - 19931121 MARK NOT FOUND   USPSQD
 CQ1437  HISTORY     - 19950607 MARK NOT FOUND   LADTD
 CQ1437
 CQ1437                          STATION DESCRIPTION
 CQ1437
 CQ1437'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1437'0.75 MI N FROM HOMER.
 CQ1437'ABOUT 0.75 MILES NORTH ALONG U.S. 79 FROM HOMER COURTHOUSE.  IT IS
 CQ1437'72.7 FEET FROM SOUTHWEST CORNER OF CITGO BULK PLANT BUILDING, 191 FEET
 CQ1437'LEFT OF CENTERLINE OF U.S. 79, 288 FEET FROM NORTHWEST CORNER OF 2-5 X
 CQ1437'5 FT. BOX CULVERT ON U.S. 79, 371 FEET TO THE SOUTH OF CENTERLINE OF
 CQ1437'LOUISIANA AND NORTHWESTERN RAILROAD TRACK CROSSING AT CENTERLINE OF
 CQ1437'U.S. 79.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CQ1437'THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT WEST OF THE MARK.
 CQ1437'SECTION 23, T 21N, R 7W.
 CQ1437
 CQ1437                          STATION RECOVERY (1993)
 CQ1437
 CQ1437'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1437'MARK NOT FOUND.
 CQ1437
 CQ1437                          STATION RECOVERY (1995)
 CQ1437
 CQ1437'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1437'THIS MARK WAS SEARCHED FOR AND NOT RECOVERED AT THIS TIME, THE BOTTOM
 CQ1437'PORTION OF THE MARK WAS FOUND WITH THE TOP PORTION SHEARED OFF WITH
 CQ1437'THE DISK NOT BEING LOCATED.  THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1321 ***********************************************************************
 CQ1321  DESIGNATION -  14 V 15
 CQ1321  PID         -  CQ1321
 CQ1321  STATE/COUNTY-  LA/CLAIBORNE
 CQ1321  USGS QUAD   -  HOMER (1986)
 CQ1321
 CQ1321                         *CURRENT SURVEY CONTROL
 CQ1321  ___________________________________________________________________
 CQ1321* NAD 83(1986)-  32 49 08.     (N)    093 04 17.     (W)     SCALED    
 CQ1321* NAVD 88     -        65.367  (meters)     214.46   (feet)  ADJUSTED  
 CQ1321  ___________________________________________________________________
 CQ1321  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1321  DYNAMIC HT  -          65.294 (meters)     214.22  (feet)  COMP
 CQ1321  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 CQ1321
 CQ1321  VERT ORDER  -  SECOND    CLASS 0
 CQ1321
 CQ1321.The horizontal coordinates were scaled from a topographic map and have
 CQ1321.an estimated accuracy of +/- 6 seconds.
 CQ1321
 CQ1321.The orthometric height was determined by differential leveling
 CQ1321.and adjusted by the National Geodetic Survey in June 1991..
 CQ1321
 CQ1321.The geoid height was determined by GEOID03.
 CQ1321
 CQ1321.The dynamic height is computed by dividing the NAVD 88
 CQ1321.geopotential number by the normal gravity value computed on the
 CQ1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1321.degrees latitude (g = 980.6199 gals.).
 CQ1321
 CQ1321.The modeled gravity was interpolated from observed gravity values.
 CQ1321
 CQ1321;                    North         East    Units  Estimated Accuracy
 CQ1321;SPC LA N     -   257,260.      946,490.      MT  (+/- 180 meters Scaled)
 CQ1321
 CQ1321                          SUPERSEDED SURVEY CONTROL
 CQ1321
 CQ1321  NGVD 29 (??/??/??)   65.428  (m)          214.66   (f) ADJUSTED    2 0
 CQ1321
 CQ1321.Superseded values are not recommended for survey control.
 CQ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1321.See file dsdata.txt to determine how the superseded data were derived.
 CQ1321
 CQ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS933312(NAD 83)
 CQ1321_MARKER: DD = SURVEY DISK
 CQ1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1321_STAMPING: 14V15 1969
 CQ1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1321+STABILITY: SURFACE MOTION
 CQ1321
 CQ1321  HISTORY     - Date     Condition        Report By
 CQ1321  HISTORY     - 1969     MONUMENTED       LADH
 CQ1321  HISTORY     - 1969     GOOD             LADH
 CQ1321  HISTORY     - 19931121 GOOD             USPSQD
 CQ1321
 CQ1321                          STATION DESCRIPTION
 CQ1321
 CQ1321'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1321'2.2 MI N FROM HOMER.
 CQ1321'ABOUT 0.4 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1321'LOUISIANA HIGHWAY 2 AND U.S. 79 NORTH OF HOMER, THENCE 0.8 MILES NORTH
 CQ1321'UP LOUISIANA AND NORTHWESTERN RAILROAD.  IT IS 64 FEET SOUTHWEST OF
 CQ1321'SOUTH END OF RAILROAD BRIDGE NUMBER 59.9, 48 FEET WEST OF WEST RAIL,
 CQ1321'18 FEET EAST OF DIM ROAD, 2 FEET WEST OF NORTH-SOUTH FENCE. SET IN THE
 CQ1321'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A STEEL
 CQ1321'WITNESS POST IS SET 1.0 FEET WEST OF THE MARK. SECTION 10, T 21N, R
 CQ1321'7W.
 CQ1321
 CQ1321                          STATION RECOVERY (1993)
 CQ1321
 CQ1321'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1438 ***********************************************************************
 CQ1438  DESIGNATION -  14 V 16
 CQ1438  PID         -  CQ1438
 CQ1438  STATE/COUNTY-  LA/CLAIBORNE
 CQ1438  USGS QUAD   -  HOMER (1986)
 CQ1438
 CQ1438                         *CURRENT SURVEY CONTROL
 CQ1438  ___________________________________________________________________
 CQ1438* NAD 83(1986)-  32 48 19.     (N)    093 02 34.     (W)     SCALED    
 CQ1438* NAVD 88     -        62.077  (meters)     203.66   (feet)  ADJUSTED  
 CQ1438  ___________________________________________________________________
 CQ1438  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1438  DYNAMIC HT  -          62.008 (meters)     203.44  (feet)  COMP
 CQ1438  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 CQ1438
 CQ1438  VERT ORDER  -  SECOND    CLASS 0
 CQ1438
 CQ1438.The horizontal coordinates were scaled from a topographic map and have
 CQ1438.an estimated accuracy of +/- 6 seconds.
 CQ1438
 CQ1438.The orthometric height was determined by differential leveling
 CQ1438.and adjusted by the National Geodetic Survey in June 1991..
 CQ1438
 CQ1438.The geoid height was determined by GEOID03.
 CQ1438
 CQ1438.The dynamic height is computed by dividing the NAVD 88
 CQ1438.geopotential number by the normal gravity value computed on the
 CQ1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1438.degrees latitude (g = 980.6199 gals.).
 CQ1438
 CQ1438.The modeled gravity was interpolated from observed gravity values.
 CQ1438
 CQ1438;                    North         East    Units  Estimated Accuracy
 CQ1438;SPC LA N     -   255,740.      949,160.      MT  (+/- 180 meters Scaled)
 CQ1438
 CQ1438                          SUPERSEDED SURVEY CONTROL
 CQ1438
 CQ1438  NGVD 29 (??/??/??)   62.142  (m)          203.88   (f) ADJUSTED    2 0
 CQ1438
 CQ1438.Superseded values are not recommended for survey control.
 CQ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1438.See file dsdata.txt to determine how the superseded data were derived.
 CQ1438
 CQ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS959297(NAD 83)
 CQ1438_MARKER: DD = SURVEY DISK
 CQ1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1438_STAMPING: 14V16 1969
 CQ1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1438+STABILITY: SURFACE MOTION
 CQ1438
 CQ1438  HISTORY     - Date     Condition        Report By
 CQ1438  HISTORY     - 1969     MONUMENTED       LADH
 CQ1438  HISTORY     - 1969     GOOD             LADH
 CQ1438  HISTORY     - 19931121 GOOD             USPSQD
 CQ1438
 CQ1438                          STATION DESCRIPTION
 CQ1438
 CQ1438'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1438'2.1 MI NE FROM HOMER.
 CQ1438'ABOUT 0.8 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1438'LOUISIANAA HIGHWAY 2 AND U.S. HIGHWAY 79 AT HOMER.  IT IS 790 FEET
 CQ1438'WEST OF 2 CORRUGATED PIPE CULVERTS UNDER LOUISIANA HIGHWAY 2, 86 FEET
 CQ1438'EAST AND 107 FEET SOUTH OF SOUTH END OF CONCRETE CULVERT UNDER
 CQ1438'LOUISIANA HIGHWAY 2, 147 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY
 CQ1438'2, ON WEST FENCE LINE OF OPEN PASTURE.  SET IN THE TOP OF A CONCRETE
 CQ1438'POST PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ1438'SET 1 FOOT SOUTH OF THE MARK.  SECTION 13, T 21N, R 7W.
 CQ1438
 CQ1438                          STATION RECOVERY (1993)
 CQ1438
 CQ1438'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1439 ***********************************************************************
 CQ1439  DESIGNATION -  14 V 17
 CQ1439  PID         -  CQ1439
 CQ1439  STATE/COUNTY-  LA/CLAIBORNE
 CQ1439  USGS QUAD   -  HOMER (1986)
 CQ1439
 CQ1439                         *CURRENT SURVEY CONTROL
 CQ1439  ___________________________________________________________________
 CQ1439* NAD 83(1986)-  32 48 01.     (N)    093 01 45.     (W)     SCALED    
 CQ1439* NAVD 88     -        69.212  (meters)     227.07   (feet)  ADJUSTED  
 CQ1439  ___________________________________________________________________
 CQ1439  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1439  DYNAMIC HT  -          69.135 (meters)     226.82  (feet)  COMP
 CQ1439  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CQ1439
 CQ1439  VERT ORDER  -  SECOND    CLASS 0
 CQ1439
 CQ1439.The horizontal coordinates were scaled from a topographic map and have
 CQ1439.an estimated accuracy of +/- 6 seconds.
 CQ1439
 CQ1439.The orthometric height was determined by differential leveling
 CQ1439.and adjusted by the National Geodetic Survey in June 1991..
 CQ1439
 CQ1439.The geoid height was determined by GEOID03.
 CQ1439
 CQ1439.The dynamic height is computed by dividing the NAVD 88
 CQ1439.geopotential number by the normal gravity value computed on the
 CQ1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1439.degrees latitude (g = 980.6199 gals.).
 CQ1439
 CQ1439.The modeled gravity was interpolated from observed gravity values.
 CQ1439
 CQ1439;                    North         East    Units  Estimated Accuracy
 CQ1439;SPC LA N     -   255,180.      950,440.      MT  (+/- 180 meters Scaled)
 CQ1439
 CQ1439                          SUPERSEDED SURVEY CONTROL
 CQ1439
 CQ1439  NGVD 29 (??/??/??)   69.278  (m)          227.29   (f) ADJUSTED    2 0
 CQ1439
 CQ1439.Superseded values are not recommended for survey control.
 CQ1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1439.See file dsdata.txt to determine how the superseded data were derived.
 CQ1439
 CQ1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS972291(NAD 83)
 CQ1439_MARKER: DD = SURVEY DISK
 CQ1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1439_STAMPING: 14V17 1969
 CQ1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1439+STABILITY: SURFACE MOTION
 CQ1439
 CQ1439  HISTORY     - Date     Condition        Report By
 CQ1439  HISTORY     - 1969     MONUMENTED       LADH
 CQ1439  HISTORY     - 1969     GOOD             LADH
 CQ1439  HISTORY     - 19931121 GOOD             USPSQD
 CQ1439
 CQ1439                          STATION DESCRIPTION
 CQ1439
 CQ1439'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1439'3 MI NE FROM HOMER.
 CQ1439'ABOUT 1.7 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1439'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 460 FEET EAST OF
 CQ1439'JUNCTION OF HIGHWAY 2 AND HIGHWAY 9, 243 FEET SOUTH OF CENTERLINE OF
 CQ1439'LOUISIANA HIGHWAY 2, 65 FEET WEST AND 9 FEET NORTH OF SOUTHWEST CORNER
 CQ1439'OF LOUISIANA POWER AND LIGHT COMPANY UTILITY BUILDING, 3 FEET NORTH OF
 CQ1439'SOUTHWEST CORNER OF CYCLONE FENCE AROUND LOUISIANA POWER AND LIGHT
 CQ1439'COMPANY BOOSTER STATION.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ1439'1 INCH ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT WEST OF
 CQ1439'THE MARK.  SECTION 19, T 21N, R 6W.
 CQ1439
 CQ1439                          STATION RECOVERY (1993)
 CQ1439
 CQ1439'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1440 ***********************************************************************
 CQ1440  DESIGNATION -  14 V 18
 CQ1440  PID         -  CQ1440
 CQ1440  STATE/COUNTY-  LA/CLAIBORNE
 CQ1440  USGS QUAD   -  HOMER (1986)
 CQ1440
 CQ1440                         *CURRENT SURVEY CONTROL
 CQ1440  ___________________________________________________________________
 CQ1440* NAD 83(1986)-  32 48 00.     (N)    093 00 54.     (W)     SCALED    
 CQ1440* NAVD 88     -        62.084  (meters)     203.69   (feet)  ADJUSTED  
 CQ1440  ___________________________________________________________________
 CQ1440  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1440  DYNAMIC HT  -          62.016 (meters)     203.46  (feet)  COMP
 CQ1440  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 CQ1440
 CQ1440  VERT ORDER  -  SECOND    CLASS 0
 CQ1440
 CQ1440.The horizontal coordinates were scaled from a topographic map and have
 CQ1440.an estimated accuracy of +/- 6 seconds.
 CQ1440
 CQ1440.The orthometric height was determined by differential leveling
 CQ1440.and adjusted by the National Geodetic Survey in June 1991..
 CQ1440
 CQ1440.The geoid height was determined by GEOID03.
 CQ1440
 CQ1440.The dynamic height is computed by dividing the NAVD 88
 CQ1440.geopotential number by the normal gravity value computed on the
 CQ1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1440.degrees latitude (g = 980.6199 gals.).
 CQ1440
 CQ1440.The modeled gravity was interpolated from observed gravity values.
 CQ1440
 CQ1440;                    North         East    Units  Estimated Accuracy
 CQ1440;SPC LA N     -   255,140.      951,760.      MT  (+/- 180 meters Scaled)
 CQ1440
 CQ1440                          SUPERSEDED SURVEY CONTROL
 CQ1440
 CQ1440  NGVD 29 (??/??/??)   62.152  (m)          203.91   (f) ADJUSTED    2 0
 CQ1440
 CQ1440.Superseded values are not recommended for survey control.
 CQ1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1440.See file dsdata.txt to determine how the superseded data were derived.
 CQ1440
 CQ1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS985291(NAD 83)
 CQ1440_MARKER: DD = SURVEY DISK
 CQ1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1440_STAMPING: 14V18 1969
 CQ1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1440+STABILITY: SURFACE MOTION
 CQ1440
 CQ1440  HISTORY     - Date     Condition        Report By
 CQ1440  HISTORY     - 1969     MONUMENTED       LADH
 CQ1440  HISTORY     - 1969     GOOD             LADH
 CQ1440  HISTORY     - 19931121 GOOD             USPSQD
 CQ1440
 CQ1440                          STATION DESCRIPTION
 CQ1440
 CQ1440'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1440'3.8 MI NE FROM HOMER.
 CQ1440'ABOUT 2.5 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1440'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 0.2 MILES EAST OF
 CQ1440'SURFACE TREATMENT ROAD LEADING SOUTH FROM LOUISIANA HIGHWAY 2, 0.2
 CQ1440'MILES WEST OF BRIDGE ON LOUISIANA HIGHWAY 2, 103 FEET SOUTH OF
 CQ1440'CENTERLINE OF LOUISIANA HIGHWAY 2, 25 FEET WEST OF POWER LINE. SET IN
 CQ1440'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND. A
 CQ1440'STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK. SECTION 20, T 21N,
 CQ1440'R 6W.
 CQ1440
 CQ1440                          STATION RECOVERY (1993)
 CQ1440
 CQ1440'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1206 ***********************************************************************
 CQ1206  DESIGNATION -  14 V 19 LADH
 CQ1206  PID         -  CQ1206
 CQ1206  STATE/COUNTY-  LA/CLAIBORNE
 CQ1206  USGS QUAD   -  ARIZONA (1986)
 CQ1206
 CQ1206                         *CURRENT SURVEY CONTROL
 CQ1206  ___________________________________________________________________
 CQ1206* NAD 83(1986)-  32 47 56.     (N)    092 59 57.     (W)     SCALED    
 CQ1206* NAVD 88     -        61.823  (meters)     202.83   (feet)  ADJUSTED  
 CQ1206  ___________________________________________________________________
 CQ1206  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1206  DYNAMIC HT  -          61.755 (meters)     202.61  (feet)  COMP
 CQ1206  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CQ1206
 CQ1206  VERT ORDER  -  SECOND    CLASS 0
 CQ1206
 CQ1206.The horizontal coordinates were scaled from a topographic map and have
 CQ1206.an estimated accuracy of +/- 6 seconds.
 CQ1206
 CQ1206.The orthometric height was determined by differential leveling
 CQ1206.and adjusted by the National Geodetic Survey in June 1991..
 CQ1206
 CQ1206.The geoid height was determined by GEOID03.
 CQ1206
 CQ1206.The dynamic height is computed by dividing the NAVD 88
 CQ1206.geopotential number by the normal gravity value computed on the
 CQ1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1206.degrees latitude (g = 980.6199 gals.).
 CQ1206
 CQ1206.The modeled gravity was interpolated from observed gravity values.
 CQ1206
 CQ1206;                    North         East    Units  Estimated Accuracy
 CQ1206;SPC LA N     -   255,010.      953,240.      MT  (+/- 180 meters Scaled)
 CQ1206
 CQ1206                          SUPERSEDED SURVEY CONTROL
 CQ1206
 CQ1206  NGVD 29 (??/??/??)   61.892  (m)          203.06   (f) ADJUSTED    2 0
 CQ1206
 CQ1206.Superseded values are not recommended for survey control.
 CQ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1206.See file dsdata.txt to determine how the superseded data were derived.
 CQ1206
 CQ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS000289(NAD 83)
 CQ1206_MARKER: DD = SURVEY DISK
 CQ1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1206_STAMPING: 14V19 1969
 CQ1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1206+STABILITY: SURFACE MOTION
 CQ1206
 CQ1206  HISTORY     - Date     Condition        Report By
 CQ1206  HISTORY     - 1969     MONUMENTED       LADH
 CQ1206  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1206
 CQ1206                          STATION DESCRIPTION
 CQ1206
 CQ1206'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1206'4.5 MI NE FROM HOMER.
 CQ1206'ABOUT 3.2 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1206'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 0.1 MILES EAST OF
 CQ1206'BRIDGE ON LOUISIANA HIGHWAY 2, 212 FEET WEST OF SOUTHWEST CORNER OF
 CQ1206'RESIDENCE, 165 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 117
 CQ1206'FEET EAST OF CENTERLINE OF DIRT ROAD LEADING INTO PASTURE.  SET IN THE
 CQ1206'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL
 CQ1206'WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.  SECTION 21, T 21N, R
 CQ1206'6W.
 CQ1206
 CQ1206                          STATION RECOVERY (1982)
 CQ1206
 CQ1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1425 ***********************************************************************
 CQ1425  DESIGNATION -  14 V 2
 CQ1425  PID         -  CQ1425
 CQ1425  STATE/COUNTY-  LA/CLAIBORNE
 CQ1425  USGS QUAD   -  BLACKBURN (1986)
 CQ1425
 CQ1425                         *CURRENT SURVEY CONTROL
 CQ1425  ___________________________________________________________________
 CQ1425* NAD 83(1986)-  32 51 03.     (N)    093 13 07.     (W)     SCALED    
 CQ1425* NAVD 88     -        83.912  (meters)     275.30   (feet)  ADJUSTED  
 CQ1425  ___________________________________________________________________
 CQ1425  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1425  DYNAMIC HT  -          83.819 (meters)     275.00  (feet)  COMP
 CQ1425  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CQ1425
 CQ1425  VERT ORDER  -  SECOND    CLASS 0
 CQ1425
 CQ1425.The horizontal coordinates were scaled from a topographic map and have
 CQ1425.an estimated accuracy of +/- 6 seconds.
 CQ1425
 CQ1425.The orthometric height was determined by differential leveling
 CQ1425.and adjusted by the National Geodetic Survey in June 1991..
 CQ1425
 CQ1425.The geoid height was determined by GEOID03.
 CQ1425
 CQ1425.The dynamic height is computed by dividing the NAVD 88
 CQ1425.geopotential number by the normal gravity value computed on the
 CQ1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1425.degrees latitude (g = 980.6199 gals.).
 CQ1425
 CQ1425.The modeled gravity was interpolated from observed gravity values.
 CQ1425
 CQ1425;                    North         East    Units  Estimated Accuracy
 CQ1425;SPC LA N     -   260,890.      932,730.      MT  (+/- 180 meters Scaled)
 CQ1425
 CQ1425                          SUPERSEDED SURVEY CONTROL
 CQ1425
 CQ1425  NGVD 29 (??/??/??)   83.974  (m)          275.50   (f) ADJUSTED    2 0
 CQ1425
 CQ1425.Superseded values are not recommended for survey control.
 CQ1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1425.See file dsdata.txt to determine how the superseded data were derived.
 CQ1425
 CQ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS795347(NAD 83)
 CQ1425_MARKER: DD = SURVEY DISK
 CQ1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1425_STAMPING: 14V2 1969
 CQ1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1425+STABILITY: SURFACE MOTION
 CQ1425
 CQ1425  HISTORY     - Date     Condition        Report By
 CQ1425  HISTORY     - 1969     MONUMENTED       LADH
 CQ1425  HISTORY     - 1969     GOOD             LADH
 CQ1425  HISTORY     - 19931121 GOOD             USPSQD
 CQ1425
 CQ1425                          STATION DESCRIPTION
 CQ1425
 CQ1425'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1425'12.3 MI NW FROM HOMER.
 CQ1425'ABOUT 11.0 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1425'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER, 1.2 MILES EAST OF PARISH
 CQ1425'LINE.  IT IS 174 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 68
 CQ1425'FEET WEST OF SOUTHWEST CORNER OF CAR PORT OF BRICK RESIDENCE OF C.L.
 CQ1425'JOHNSTON, 29 FEET NORTHWEST OF 30 INCH RED OAK TREE, 5 FEET SOUTHWEST
 CQ1425'OF FENCE CORNER, ONE FOOT WEST OF 4 STRAND BARBED WIRE FENCE.  SET IN
 CQ1425'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL
 CQ1425'WITNESS POST IS SET 1.0 FOOT WEST OF THE MARK.  SECTION 32, T 22N, R
 CQ1425'8W.
 CQ1425
 CQ1425                          STATION RECOVERY (1993)
 CQ1425
 CQ1425'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1207 ***********************************************************************
 CQ1207  DESIGNATION -  14 V 20 LADH
 CQ1207  PID         -  CQ1207
 CQ1207  STATE/COUNTY-  LA/CLAIBORNE
 CQ1207  USGS QUAD   -  ARIZONA (1986)
 CQ1207
 CQ1207                         *CURRENT SURVEY CONTROL
 CQ1207  ___________________________________________________________________
 CQ1207* NAD 83(1986)-  32 48 17.     (N)    092 58 57.     (W)     SCALED    
 CQ1207* NAVD 88     -        68.938  (meters)     226.17   (feet)  ADJUSTED  
 CQ1207  ___________________________________________________________________
 CQ1207  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1207  DYNAMIC HT  -          68.862 (meters)     225.92  (feet)  COMP
 CQ1207  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 CQ1207
 CQ1207  VERT ORDER  -  SECOND    CLASS 0
 CQ1207
 CQ1207.The horizontal coordinates were scaled from a topographic map and have
 CQ1207.an estimated accuracy of +/- 6 seconds.
 CQ1207
 CQ1207.The orthometric height was determined by differential leveling
 CQ1207.and adjusted by the National Geodetic Survey in June 1991..
 CQ1207
 CQ1207.The geoid height was determined by GEOID03.
 CQ1207
 CQ1207.The dynamic height is computed by dividing the NAVD 88
 CQ1207.geopotential number by the normal gravity value computed on the
 CQ1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1207.degrees latitude (g = 980.6199 gals.).
 CQ1207
 CQ1207.The modeled gravity was interpolated from observed gravity values.
 CQ1207
 CQ1207;                    North         East    Units  Estimated Accuracy
 CQ1207;SPC LA N     -   255,650.      954,810.      MT  (+/- 180 meters Scaled)
 CQ1207
 CQ1207                          SUPERSEDED SURVEY CONTROL
 CQ1207
 CQ1207  NGVD 29 (??/??/??)   69.009  (m)          226.41   (f) ADJUSTED    2 0
 CQ1207
 CQ1207.Superseded values are not recommended for survey control.
 CQ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1207.See file dsdata.txt to determine how the superseded data were derived.
 CQ1207
 CQ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS016296(NAD 83)
 CQ1207_MARKER: DD = SURVEY DISK
 CQ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1207_STAMPING: 14V20 1969
 CQ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1207+STABILITY: SURFACE MOTION
 CQ1207
 CQ1207  HISTORY     - Date     Condition        Report By
 CQ1207  HISTORY     - 1969     MONUMENTED       LADH
 CQ1207
 CQ1207                          STATION DESCRIPTION
 CQ1207
 CQ1207'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1207'5.5 MI NE FROM HOMER.
 CQ1207'ABOUT 4.2 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1207'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 425 FEET EAST OF DIRT
 CQ1207'ROAD LEADING SOUTH FROM LOUISIANA HIGHWAY 2, 67 FEET NORTH OF
 CQ1207'CENTERLINE OF LOUISIANA HIGHWAY 2, 92 FEET EAST OF CENTERLINE OF Y ON
 CQ1207'LOUISIANA HIGHWAY 2 AND BLACKTOP ROAD GOING EAST, 70 FEET SOUTH OF
 CQ1207'CENTERLINE OF BLACKTOP ROAD GOING EAST.  SET IN THE TOP OF A CONCRETE
 CQ1207'POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ1207'SET 1.5 FEET SOUTH OF THE MARK.  SECTION 15, T 21N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1208 ***********************************************************************
 CQ1208  DESIGNATION -  14 V 21 LADH
 CQ1208  PID         -  CQ1208
 CQ1208  STATE/COUNTY-  LA/CLAIBORNE
 CQ1208  USGS QUAD   -  ARIZONA (1986)
 CQ1208
 CQ1208                         *CURRENT SURVEY CONTROL
 CQ1208  ___________________________________________________________________
 CQ1208* NAD 83(1986)-  32 48 29.     (N)    092 58 00.     (W)     SCALED    
 CQ1208* NAVD 88     -        84.214  (meters)     276.29   (feet)  ADJUSTED  
 CQ1208  ___________________________________________________________________
 CQ1208  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1208  DYNAMIC HT  -          84.121 (meters)     275.99  (feet)  COMP
 CQ1208  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 CQ1208
 CQ1208  VERT ORDER  -  SECOND    CLASS 0
 CQ1208
 CQ1208.The horizontal coordinates were scaled from a topographic map and have
 CQ1208.an estimated accuracy of +/- 6 seconds.
 CQ1208
 CQ1208.The orthometric height was determined by differential leveling
 CQ1208.and adjusted by the National Geodetic Survey in June 1991..
 CQ1208
 CQ1208.The geoid height was determined by GEOID03.
 CQ1208
 CQ1208.The dynamic height is computed by dividing the NAVD 88
 CQ1208.geopotential number by the normal gravity value computed on the
 CQ1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1208.degrees latitude (g = 980.6199 gals.).
 CQ1208
 CQ1208.The modeled gravity was interpolated from observed gravity values.
 CQ1208
 CQ1208;                    North         East    Units  Estimated Accuracy
 CQ1208;SPC LA N     -   256,010.      956,290.      MT  (+/- 180 meters Scaled)
 CQ1208
 CQ1208                          SUPERSEDED SURVEY CONTROL
 CQ1208
 CQ1208  NGVD 29 (??/??/??)   84.285  (m)          276.52   (f) ADJUSTED    2 0
 CQ1208
 CQ1208.Superseded values are not recommended for survey control.
 CQ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1208.See file dsdata.txt to determine how the superseded data were derived.
 CQ1208
 CQ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS031300(NAD 83)
 CQ1208_MARKER: DD = SURVEY DISK
 CQ1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1208_STAMPING: 14V21 1969
 CQ1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1208+STABILITY: SURFACE MOTION
 CQ1208
 CQ1208  HISTORY     - Date     Condition        Report By
 CQ1208  HISTORY     - 1969     MONUMENTED       LADH
 CQ1208
 CQ1208                          STATION DESCRIPTION
 CQ1208
 CQ1208'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1208'6.4 MI NE FROM HOMER.
 CQ1208'ABOUT 5.1 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1208'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 223 FEET NORTH OF
 CQ1208'NORTHWEST CORNER OF STORE BUILDING, 105 FEET NORTH OF CENTERLINE OF
 CQ1208'LOUISIANA HIGHWAY 2, 55 FEET WEST OF BLACKTOP ROAD LEADING NORTH FROM
 CQ1208'JUNCTION OF LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 806, 51 FEET
 CQ1208'SOUTH AND 12 FEET EAST OF SOUTHEAST CORNER OF RESIDENCE.  SET IN THE
 CQ1208'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL
 CQ1208'WITNESS POST IS SET 1.5 FEET SOUTH OF THE MARK.  SECTION 15, T 21N, R
 CQ1208'6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1209 ***********************************************************************
 CQ1209  DESIGNATION -  14 V 22 LADH
 CQ1209  PID         -  CQ1209
 CQ1209  STATE/COUNTY-  LA/CLAIBORNE
 CQ1209  USGS QUAD   -  ARIZONA (1986)
 CQ1209
 CQ1209                         *CURRENT SURVEY CONTROL
 CQ1209  ___________________________________________________________________
 CQ1209* NAD 83(1986)-  32 48 14.     (N)    092 56 57.     (W)     SCALED    
 CQ1209* NAVD 88     -        90.466  (meters)     296.80   (feet)  ADJUSTED  
 CQ1209  ___________________________________________________________________
 CQ1209  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1209  DYNAMIC HT  -          90.366 (meters)     296.48  (feet)  COMP
 CQ1209  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 CQ1209
 CQ1209  VERT ORDER  -  SECOND    CLASS 0
 CQ1209
 CQ1209.The horizontal coordinates were scaled from a topographic map and have
 CQ1209.an estimated accuracy of +/- 6 seconds.
 CQ1209
 CQ1209.The orthometric height was determined by differential leveling
 CQ1209.and adjusted by the National Geodetic Survey in June 1991..
 CQ1209
 CQ1209.The geoid height was determined by GEOID03.
 CQ1209
 CQ1209.The dynamic height is computed by dividing the NAVD 88
 CQ1209.geopotential number by the normal gravity value computed on the
 CQ1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1209.degrees latitude (g = 980.6199 gals.).
 CQ1209
 CQ1209.The modeled gravity was interpolated from observed gravity values.
 CQ1209
 CQ1209;                    North         East    Units  Estimated Accuracy
 CQ1209;SPC LA N     -   255,540.      957,930.      MT  (+/- 180 meters Scaled)
 CQ1209
 CQ1209                          SUPERSEDED SURVEY CONTROL
 CQ1209
 CQ1209  NGVD 29 (??/??/??)   90.537  (m)          297.04   (f) ADJUSTED    2 0
 CQ1209
 CQ1209.Superseded values are not recommended for survey control.
 CQ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1209.See file dsdata.txt to determine how the superseded data were derived.
 CQ1209
 CQ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS047295(NAD 83)
 CQ1209_MARKER: DD = SURVEY DISK
 CQ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1209_STAMPING: 14V22 1969
 CQ1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1209+STABILITY: SURFACE MOTION
 CQ1209
 CQ1209  HISTORY     - Date     Condition        Report By
 CQ1209  HISTORY     - 1969     MONUMENTED       LADH
 CQ1209
 CQ1209                          STATION DESCRIPTION
 CQ1209
 CQ1209'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1209'7.5 MI NE FROM HOMER.
 CQ1209'ABOUT 6.2 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1209'LOUISIANA HIGHWAY 2 AND U. S. 79 AT HOMER.  IT IS 184 FEET NORTH AND
 CQ1209'53 FEET EAST OF JUNCTION OF LOUISIANA HIGHWAY 2 AND GRAVEL DRIVE
 CQ1209'LEADING SOUTH TO RESIDENCE, 184 FEET NORTH OF CENTERLINE OF LOUISIANA
 CQ1209'HIGHWAY 2, 53 FEET SOUTH OF EAST-WEST POWER LINE, 29 FEET NORTH OF
 CQ1209'EAST-WEST POWER LINE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CQ1209'INCHES. ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2 FEET SOUTH OF
 CQ1209'THE MARK.  SECTION 13, T 21N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1210 ***********************************************************************
 CQ1210  DESIGNATION -  14 V 23 LADH
 CQ1210  PID         -  CQ1210
 CQ1210  STATE/COUNTY-  LA/CLAIBORNE
 CQ1210  USGS QUAD   -  ARIZONA (1986)
 CQ1210
 CQ1210                         *CURRENT SURVEY CONTROL
 CQ1210  ___________________________________________________________________
 CQ1210* NAD 83(1986)-  32 48 11.     (N)    092 55 51.     (W)     SCALED    
 CQ1210* NAVD 88     -        90.829  (meters)     297.99   (feet)  ADJUSTED  
 CQ1210  ___________________________________________________________________
 CQ1210  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1210  DYNAMIC HT  -          90.729 (meters)     297.67  (feet)  COMP
 CQ1210  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 CQ1210
 CQ1210  VERT ORDER  -  SECOND    CLASS 0
 CQ1210
 CQ1210.The horizontal coordinates were scaled from a topographic map and have
 CQ1210.an estimated accuracy of +/- 6 seconds.
 CQ1210
 CQ1210.The orthometric height was determined by differential leveling
 CQ1210.and adjusted by the National Geodetic Survey in June 1991..
 CQ1210
 CQ1210.The geoid height was determined by GEOID03.
 CQ1210
 CQ1210.The dynamic height is computed by dividing the NAVD 88
 CQ1210.geopotential number by the normal gravity value computed on the
 CQ1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1210.degrees latitude (g = 980.6199 gals.).
 CQ1210
 CQ1210.The modeled gravity was interpolated from observed gravity values.
 CQ1210
 CQ1210;                    North         East    Units  Estimated Accuracy
 CQ1210;SPC LA N     -   255,440.      959,650.      MT  (+/- 180 meters Scaled)
 CQ1210
 CQ1210                          SUPERSEDED SURVEY CONTROL
 CQ1210
 CQ1210  NGVD 29 (??/??/??)   90.903  (m)          298.24   (f) ADJUSTED    2 0
 CQ1210
 CQ1210.Superseded values are not recommended for survey control.
 CQ1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1210.See file dsdata.txt to determine how the superseded data were derived.
 CQ1210
 CQ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS064294(NAD 83)
 CQ1210_MARKER: DD = SURVEY DISK
 CQ1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1210_STAMPING: 14V23 1969
 CQ1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1210+STABILITY: SURFACE MOTION
 CQ1210
 CQ1210  HISTORY     - Date     Condition        Report By
 CQ1210  HISTORY     - 1969     MONUMENTED       LADH
 CQ1210
 CQ1210                          STATION DESCRIPTION
 CQ1210
 CQ1210'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1210'8.5 MI NE FROM HOMER.
 CQ1210'ABOUT 7.2 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1210'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 0.1 MILES WEST OF
 CQ1210'DIRT ROAD LEADING SOUTH FROM LOUISIANA HIGHWAY 2, 227 FEET SOUTH AND
 CQ1210'260 FEET EAST OF WELL AT RESIDENCE, 93 FEET SOUTH OF CENTERLINE OF
 CQ1210'LOUISIANA HIGHWAY 2,70 FEET EAST OF GRAVEL ROAD LEADING SOUTH FROM
 CQ1210'LOUISIANA HIGHWAY 2.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CQ1210'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2 FEET NORTH OF
 CQ1210'THE MARK.  SECTION 19, T 21N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1211 ***********************************************************************
 CQ1211  DESIGNATION -  14 V 24 LADH
 CQ1211  PID         -  CQ1211
 CQ1211  STATE/COUNTY-  LA/CLAIBORNE
 CQ1211  USGS QUAD   -  ARIZONA (1986)
 CQ1211
 CQ1211                         *CURRENT SURVEY CONTROL
 CQ1211  ___________________________________________________________________
 CQ1211* NAD 83(1986)-  32 48 10.     (N)    092 54 50.     (W)     SCALED    
 CQ1211* NAVD 88     -        95.534  (meters)     313.43   (feet)  ADJUSTED  
 CQ1211  ___________________________________________________________________
 CQ1211  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1211  DYNAMIC HT  -          95.428 (meters)     313.08  (feet)  COMP
 CQ1211  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 CQ1211
 CQ1211  VERT ORDER  -  SECOND    CLASS 0
 CQ1211
 CQ1211.The horizontal coordinates were scaled from a topographic map and have
 CQ1211.an estimated accuracy of +/- 6 seconds.
 CQ1211
 CQ1211.The orthometric height was determined by differential leveling
 CQ1211.and adjusted by the National Geodetic Survey in June 1991..
 CQ1211
 CQ1211.The geoid height was determined by GEOID03.
 CQ1211
 CQ1211.The dynamic height is computed by dividing the NAVD 88
 CQ1211.geopotential number by the normal gravity value computed on the
 CQ1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1211.degrees latitude (g = 980.6199 gals.).
 CQ1211
 CQ1211.The modeled gravity was interpolated from observed gravity values.
 CQ1211
 CQ1211;                    North         East    Units  Estimated Accuracy
 CQ1211;SPC LA N     -   255,410.      961,230.      MT  (+/- 180 meters Scaled)
 CQ1211
 CQ1211                          SUPERSEDED SURVEY CONTROL
 CQ1211
 CQ1211  NGVD 29 (??/??/??)   95.609  (m)          313.68   (f) ADJUSTED    2 0
 CQ1211
 CQ1211.Superseded values are not recommended for survey control.
 CQ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1211.See file dsdata.txt to determine how the superseded data were derived.
 CQ1211
 CQ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS080294(NAD 83)
 CQ1211_MARKER: DD = SURVEY DISK
 CQ1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1211_STAMPING: 14V24 1969
 CQ1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1211+STABILITY: SURFACE MOTION
 CQ1211
 CQ1211  HISTORY     - Date     Condition        Report By
 CQ1211  HISTORY     - 1969     MONUMENTED       LADH
 CQ1211
 CQ1211                          STATION DESCRIPTION
 CQ1211
 CQ1211'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1211'9.5 MI NE FROM HOMER.
 CQ1211'ABOUT 8.2 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1211'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 351 FEET WEST OF DIRT
 CQ1211'ROAD LEADING SOUTH FROM LOUISIANA HIGHWAY 2, 161 FEET SOUTH OF
 CQ1211'CENTERLINE OF LOUISIANA HIGHWAY 2, 88 FEET EAST OF GRAVEL ROAD LEADING
 CQ1211'SOUTH FROM LOUISIANA HIGHWAY 2, 27 FEET WEST OF NORTH-SOUTH POWER
 CQ1211'LINE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CQ1211'GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET NORTH OF THE MARK.
 CQ1211'SECTION 20, T 21N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1216 ***********************************************************************
 CQ1216  DESIGNATION -  14 V 25 LADH
 CQ1216  PID         -  CQ1216
 CQ1216  STATE/COUNTY-  LA/CLAIBORNE
 CQ1216  USGS QUAD   -  ARIZONA (1986)
 CQ1216
 CQ1216                         *CURRENT SURVEY CONTROL
 CQ1216  ___________________________________________________________________
 CQ1216* NAD 83(1986)-  32 47 59.     (N)    092 52 54.     (W)     SCALED    
 CQ1216* NAVD 88     -       100.851  (meters)     330.88   (feet)  ADJUSTED  
 CQ1216  ___________________________________________________________________
 CQ1216  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1216  DYNAMIC HT  -         100.739 (meters)     330.51  (feet)  COMP
 CQ1216  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 CQ1216
 CQ1216  VERT ORDER  -  SECOND    CLASS 0
 CQ1216
 CQ1216.The horizontal coordinates were scaled from a topographic map and have
 CQ1216.an estimated accuracy of +/- 6 seconds.
 CQ1216
 CQ1216.The orthometric height was determined by differential leveling
 CQ1216.and adjusted by the National Geodetic Survey in June 1991..
 CQ1216
 CQ1216.The geoid height was determined by GEOID03.
 CQ1216
 CQ1216.The dynamic height is computed by dividing the NAVD 88
 CQ1216.geopotential number by the normal gravity value computed on the
 CQ1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1216.degrees latitude (g = 980.6199 gals.).
 CQ1216
 CQ1216.The modeled gravity was interpolated from observed gravity values.
 CQ1216
 CQ1216;                    North         East    Units  Estimated Accuracy
 CQ1216;SPC LA N     -   255,060.      964,250.      MT  (+/- 180 meters Scaled)
 CQ1216
 CQ1216                          SUPERSEDED SURVEY CONTROL
 CQ1216
 CQ1216  NGVD 29 (??/??/??)  100.928  (m)          331.13   (f) ADJUSTED    2 0
 CQ1216
 CQ1216.Superseded values are not recommended for survey control.
 CQ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1216.See file dsdata.txt to determine how the superseded data were derived.
 CQ1216
 CQ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS110290(NAD 83)
 CQ1216_MARKER: DD = SURVEY DISK
 CQ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1216_STAMPING: 14V25 1969
 CQ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1216+STABILITY: SURFACE MOTION
 CQ1216
 CQ1216  HISTORY     - Date     Condition        Report By
 CQ1216  HISTORY     - 1969     MONUMENTED       LADH
 CQ1216
 CQ1216                          STATION DESCRIPTION
 CQ1216
 CQ1216'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1216'11.4 MI NE FROM HOMER.
 CQ1216'ABOUT 10.1 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1216'LOUISIANA HIGHWAY 2 AND U.S. HIGHWAY 79 AT HOMER.  IT IS 91 FEET NORTH
 CQ1216'OF LOUISIANA HIGHWAY 2, 42 FEET SOUTH OF 18 INCH TWIN CATALPA TREE, 22
 CQ1216'FEET WEST OF RAMP LEADING TO PASTURE, 2 FEET EAST OF EAST BANK OF
 CQ1216'NORTH-SOUTH DITCH.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CQ1216'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET SOUTH
 CQ1216'OF THE MARK.  SECTION 21, T 21N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1217 ***********************************************************************
 CQ1217  DESIGNATION -  14 V 26 LADH
 CQ1217  PID         -  CQ1217
 CQ1217  STATE/COUNTY-  LA/CLAIBORNE
 CQ1217  USGS QUAD   -  LISBON (1986)
 CQ1217
 CQ1217                         *CURRENT SURVEY CONTROL
 CQ1217  ___________________________________________________________________
 CQ1217* NAD 83(1986)-  32 47 45.     (N)    092 52 04.     (W)     SCALED    
 CQ1217* NAVD 88     -        99.437  (meters)     326.24   (feet)  ADJUSTED  
 CQ1217  ___________________________________________________________________
 CQ1217  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1217  DYNAMIC HT  -          99.327 (meters)     325.88  (feet)  COMP
 CQ1217  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 CQ1217
 CQ1217  VERT ORDER  -  SECOND    CLASS 0
 CQ1217
 CQ1217.The horizontal coordinates were scaled from a topographic map and have
 CQ1217.an estimated accuracy of +/- 6 seconds.
 CQ1217
 CQ1217.The orthometric height was determined by differential leveling
 CQ1217.and adjusted by the National Geodetic Survey in June 1991..
 CQ1217
 CQ1217.The geoid height was determined by GEOID03.
 CQ1217
 CQ1217.The dynamic height is computed by dividing the NAVD 88
 CQ1217.geopotential number by the normal gravity value computed on the
 CQ1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1217.degrees latitude (g = 980.6199 gals.).
 CQ1217
 CQ1217.The modeled gravity was interpolated from observed gravity values.
 CQ1217
 CQ1217;                    North         East    Units  Estimated Accuracy
 CQ1217;SPC LA N     -   254,620.      965,550.      MT  (+/- 180 meters Scaled)
 CQ1217
 CQ1217                          SUPERSEDED SURVEY CONTROL
 CQ1217
 CQ1217  NGVD 29 (??/??/??)   99.516  (m)          326.50   (f) ADJUSTED    2 0
 CQ1217
 CQ1217.Superseded values are not recommended for survey control.
 CQ1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1217.See file dsdata.txt to determine how the superseded data were derived.
 CQ1217
 CQ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS123286(NAD 83)
 CQ1217_MARKER: DD = SURVEY DISK
 CQ1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1217_STAMPING: 14V26 1969
 CQ1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1217+STABILITY: SURFACE MOTION
 CQ1217
 CQ1217  HISTORY     - Date     Condition        Report By
 CQ1217  HISTORY     - 1969     MONUMENTED       LADH
 CQ1217
 CQ1217                          STATION DESCRIPTION
 CQ1217
 CQ1217'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1217'12.3 MI NE FROM HOMER.
 CQ1217'ABOUT 11.0 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1217'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 140 FEET EAST AND 131
 CQ1217'FEET SOUTH OF SOUTHEAST CORNER OF LISBON, LOUISIANA SCHOOL BUILDING,
 CQ1217'213 FEET EAST OF DRIVEWAY ENTRANCE TO LISBON SCHOOL, 53 FEET NORTH OF
 CQ1217'CENTERLINE OF LOUISIANA HIGHWAY 2, 2 FOOT WEST OF SOUTHEAST CORNER OF
 CQ1217'CYCLONE FENCE, 13.0 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION
 CQ1217'OF U.S. 167 AND LOUISIANA HIGHWAY 2 IN BERNICE. SET IN THE TOP OF A
 CQ1217'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND. A STEEL WITNESS POST
 CQ1217'IS SET 1 FOOT NORTH OF THE MARK. SECTION 22, T 21N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1218 ***********************************************************************
 CQ1218  DESIGNATION -  14 V 27 LADH
 CQ1218  PID         -  CQ1218
 CQ1218  STATE/COUNTY-  LA/CLAIBORNE
 CQ1218  USGS QUAD   -  LISBON (1986)
 CQ1218
 CQ1218                         *CURRENT SURVEY CONTROL
 CQ1218  ___________________________________________________________________
 CQ1218* NAD 83(1986)-  32 47 50.     (N)    092 50 56.     (W)     SCALED    
 CQ1218* NAVD 88     -        98.841  (meters)     324.28   (feet)  ADJUSTED  
 CQ1218  ___________________________________________________________________
 CQ1218  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1218  DYNAMIC HT  -          98.732 (meters)     323.92  (feet)  COMP
 CQ1218  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 CQ1218
 CQ1218  VERT ORDER  -  SECOND    CLASS 0
 CQ1218
 CQ1218.The horizontal coordinates were scaled from a topographic map and have
 CQ1218.an estimated accuracy of +/- 6 seconds.
 CQ1218
 CQ1218.The orthometric height was determined by differential leveling
 CQ1218.and adjusted by the National Geodetic Survey in June 1991..
 CQ1218
 CQ1218.The geoid height was determined by GEOID03.
 CQ1218
 CQ1218.The dynamic height is computed by dividing the NAVD 88
 CQ1218.geopotential number by the normal gravity value computed on the
 CQ1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1218.degrees latitude (g = 980.6199 gals.).
 CQ1218
 CQ1218.The modeled gravity was interpolated from observed gravity values.
 CQ1218
 CQ1218;                    North         East    Units  Estimated Accuracy
 CQ1218;SPC LA N     -   254,770.      967,320.      MT  (+/- 180 meters Scaled)
 CQ1218
 CQ1218                          SUPERSEDED SURVEY CONTROL
 CQ1218
 CQ1218  NGVD 29 (??/??/??)   98.922  (m)          324.55   (f) ADJUSTED    2 0
 CQ1218
 CQ1218.Superseded values are not recommended for survey control.
 CQ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1218.See file dsdata.txt to determine how the superseded data were derived.
 CQ1218
 CQ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS141288(NAD 83)
 CQ1218_MARKER: DD = SURVEY DISK
 CQ1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1218_STAMPING: 14V27 1969
 CQ1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1218+STABILITY: SURFACE MOTION
 CQ1218
 CQ1218  HISTORY     - Date     Condition        Report By
 CQ1218  HISTORY     - 1969     MONUMENTED       LADH
 CQ1218  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1218
 CQ1218                          STATION DESCRIPTION
 CQ1218
 CQ1218'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1218'11.9 MI W FROM BERNICE.
 CQ1218'ABOUT 11.9 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1218'LOUISIANA HIGHWAY 2 AND U.S. 167 AT BERNICE.  IT IS 98 FEET SOUTH AND
 CQ1218'39 FEET WEST OF 36 INCH PECAN TREE, 51 FEET SOUTH AND 63 FEET WEST OF
 CQ1218'SOUTHWEST CORNER OF RESIDENCE, 43 FEET NORTH OF 26 INCH RED OAK TREE,
 CQ1218'115 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 1.1 MILE EAST OF
 CQ1218'B.M. 14V26.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CQ1218'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET SOUTH OF THE
 CQ1218'MARK.  SECTION 23, T 21N, R 5W.
 CQ1218
 CQ1218                          STATION RECOVERY (1982)
 CQ1218
 CQ1218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1219 ***********************************************************************
 CQ1219  DESIGNATION -  14 V 28 LADH
 CQ1219  PID         -  CQ1219
 CQ1219  STATE/COUNTY-  LA/CLAIBORNE
 CQ1219  USGS QUAD   -  LISBON (1986)
 CQ1219
 CQ1219                         *CURRENT SURVEY CONTROL
 CQ1219  ___________________________________________________________________
 CQ1219* NAD 83(1986)-  32 47 45.     (N)    092 49 42.     (W)     SCALED    
 CQ1219* NAVD 88     -       103.599  (meters)     339.89   (feet)  ADJUSTED  
 CQ1219  ___________________________________________________________________
 CQ1219  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1219  DYNAMIC HT  -         103.484 (meters)     339.51  (feet)  COMP
 CQ1219  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 CQ1219
 CQ1219  VERT ORDER  -  SECOND    CLASS 0
 CQ1219
 CQ1219.The horizontal coordinates were scaled from a topographic map and have
 CQ1219.an estimated accuracy of +/- 6 seconds.
 CQ1219
 CQ1219.The orthometric height was determined by differential leveling
 CQ1219.and adjusted by the National Geodetic Survey in June 1991..
 CQ1219
 CQ1219.The geoid height was determined by GEOID03.
 CQ1219
 CQ1219.The dynamic height is computed by dividing the NAVD 88
 CQ1219.geopotential number by the normal gravity value computed on the
 CQ1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1219.degrees latitude (g = 980.6199 gals.).
 CQ1219
 CQ1219.The modeled gravity was interpolated from observed gravity values.
 CQ1219
 CQ1219;                    North         East    Units  Estimated Accuracy
 CQ1219;SPC LA N     -   254,610.      969,250.      MT  (+/- 180 meters Scaled)
 CQ1219
 CQ1219                          SUPERSEDED SURVEY CONTROL
 CQ1219
 CQ1219  NGVD 29 (??/??/??)  103.681  (m)          340.16   (f) ADJUSTED    2 0
 CQ1219
 CQ1219.Superseded values are not recommended for survey control.
 CQ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1219.See file dsdata.txt to determine how the superseded data were derived.
 CQ1219
 CQ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS160286(NAD 83)
 CQ1219_MARKER: DD = SURVEY DISK
 CQ1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1219_STAMPING: 14V28 1969
 CQ1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1219+STABILITY: SURFACE MOTION
 CQ1219
 CQ1219  HISTORY     - Date     Condition        Report By
 CQ1219  HISTORY     - 1969     MONUMENTED       LADH
 CQ1219
 CQ1219                          STATION DESCRIPTION
 CQ1219
 CQ1219'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1219'10.7 MI W FROM BERNICE.
 CQ1219'ABOUT 10.7 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1219'LOUISIANA HIGHWAY 2 AND U.S. 167 AT BERNICE.  IT IS 0.1 MILES WEST OF
 CQ1219'CONCRETE PIPE X-DRAIN UNDER LOUISIANA HIGHWAY 2, 342 FEET NORTHEAST OF
 CQ1219'NORTHEAST CORNER OF RESIDENCE, 327 FEET SOUTHWEST OF SOUTHWEST CORNER
 CQ1219'OF RESIDENCE, 227 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 2. SET
 CQ1219'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A
 CQ1219'STEEL WITNESS POST IS SET 1.5 FEET WEST OF THE MARK. SECTION 24, T
 CQ1219'21N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1220 ***********************************************************************
 CQ1220  DESIGNATION -  14 V 29 LADH
 CQ1220  PID         -  CQ1220
 CQ1220  STATE/COUNTY-  LA/CLAIBORNE
 CQ1220  USGS QUAD   -  LISBON (1986)
 CQ1220
 CQ1220                         *CURRENT SURVEY CONTROL
 CQ1220  ___________________________________________________________________
 CQ1220* NAD 83(1986)-  32 47 44.     (N)    092 48 31.     (W)     SCALED    
 CQ1220* NAVD 88     -        93.936  (meters)     308.19   (feet)  ADJUSTED  
 CQ1220  ___________________________________________________________________
 CQ1220  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1220  DYNAMIC HT  -          93.832 (meters)     307.85  (feet)  COMP
 CQ1220  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CQ1220
 CQ1220  VERT ORDER  -  SECOND    CLASS 0
 CQ1220
 CQ1220.The horizontal coordinates were scaled from a topographic map and have
 CQ1220.an estimated accuracy of +/- 6 seconds.
 CQ1220
 CQ1220.The orthometric height was determined by differential leveling
 CQ1220.and adjusted by the National Geodetic Survey in June 1991..
 CQ1220
 CQ1220.The geoid height was determined by GEOID03.
 CQ1220
 CQ1220.The dynamic height is computed by dividing the NAVD 88
 CQ1220.geopotential number by the normal gravity value computed on the
 CQ1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1220.degrees latitude (g = 980.6199 gals.).
 CQ1220
 CQ1220.The modeled gravity was interpolated from observed gravity values.
 CQ1220
 CQ1220;                    North         East    Units  Estimated Accuracy
 CQ1220;SPC LA N     -   254,570.      971,090.      MT  (+/- 180 meters Scaled)
 CQ1220
 CQ1220                          SUPERSEDED SURVEY CONTROL
 CQ1220
 CQ1220  NGVD 29 (??/??/??)   94.021  (m)          308.47   (f) ADJUSTED    2 0
 CQ1220
 CQ1220.Superseded values are not recommended for survey control.
 CQ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1220.See file dsdata.txt to determine how the superseded data were derived.
 CQ1220
 CQ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS179286(NAD 83)
 CQ1220_MARKER: DD = SURVEY DISK
 CQ1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1220_STAMPING: 14V29 1969
 CQ1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1220+STABILITY: SURFACE MOTION
 CQ1220
 CQ1220  HISTORY     - Date     Condition        Report By
 CQ1220  HISTORY     - 1969     MONUMENTED       LADH
 CQ1220  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1220
 CQ1220                          STATION DESCRIPTION
 CQ1220
 CQ1220'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1220'9.7 MI W FROM BERNICE.
 CQ1220'ABOUT 9.7 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1220'LOUISIANA HIGHWAY 2 AND U.S. 167 AT BERNICE.  IT IS 312 FEET NORTH OF
 CQ1220'LOUISIANA HIGHWAY 2, 218 FEET SOUTH OF EAST-WEST POWER LINE, 39 FEET
 CQ1220'EAST AND 191 FEET NORTH OF NORTHEAST CORNER OF STORE BUILDING, 31 FEET
 CQ1220'EAST AND 7 FEET NORTH OF WELL WITH CONCRETE CURBING.  SET IN TOP OF A
 CQ1220'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CQ1220'POST IS SET 2 FEET SOUTH OF THE MARK.  SECTION 19, T 21N, R 4W.
 CQ1220
 CQ1220                          STATION RECOVERY (1982)
 CQ1220
 CQ1220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1426 ***********************************************************************
 CQ1426  DESIGNATION -  14 V 3
 CQ1426  PID         -  CQ1426
 CQ1426  STATE/COUNTY-  LA/CLAIBORNE
 CQ1426  USGS QUAD   -  BLACKBURN (1986)
 CQ1426
 CQ1426                         *CURRENT SURVEY CONTROL
 CQ1426  ___________________________________________________________________
 CQ1426* NAD 83(1986)-  32 50 51.     (N)    093 12 15.     (W)     SCALED    
 CQ1426* NAVD 88     -        95.067  (meters)     311.90   (feet)  ADJUSTED  
 CQ1426  ___________________________________________________________________
 CQ1426  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1426  DYNAMIC HT  -          94.962 (meters)     311.55  (feet)  COMP
 CQ1426  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CQ1426
 CQ1426  VERT ORDER  -  SECOND    CLASS 0
 CQ1426
 CQ1426.The horizontal coordinates were scaled from a topographic map and have
 CQ1426.an estimated accuracy of +/- 6 seconds.
 CQ1426
 CQ1426.The orthometric height was determined by differential leveling
 CQ1426.and adjusted by the National Geodetic Survey in June 1991..
 CQ1426
 CQ1426.The geoid height was determined by GEOID03.
 CQ1426
 CQ1426.The dynamic height is computed by dividing the NAVD 88
 CQ1426.geopotential number by the normal gravity value computed on the
 CQ1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1426.degrees latitude (g = 980.6199 gals.).
 CQ1426
 CQ1426.The modeled gravity was interpolated from observed gravity values.
 CQ1426
 CQ1426;                    North         East    Units  Estimated Accuracy
 CQ1426;SPC LA N     -   260,510.      934,080.      MT  (+/- 180 meters Scaled)
 CQ1426
 CQ1426                          SUPERSEDED SURVEY CONTROL
 CQ1426
 CQ1426  NGVD 29 (??/??/??)   95.128  (m)          312.10   (f) ADJUSTED    2 0
 CQ1426
 CQ1426.Superseded values are not recommended for survey control.
 CQ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1426.See file dsdata.txt to determine how the superseded data were derived.
 CQ1426
 CQ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS808343(NAD 83)
 CQ1426_MARKER: DD = SURVEY DISK
 CQ1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1426_STAMPING: 14V3 1969
 CQ1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1426+STABILITY: SURFACE MOTION
 CQ1426
 CQ1426  HISTORY     - Date     Condition        Report By
 CQ1426  HISTORY     - 1969     MONUMENTED       LADH
 CQ1426  HISTORY     - 1969     GOOD             LADH
 CQ1426  HISTORY     - 19931121 GOOD             USPSQD
 CQ1426
 CQ1426                          STATION DESCRIPTION
 CQ1426
 CQ1426'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1426'11.4 MI NW FROM HOMER.
 CQ1426'ABOUT 10.1 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1426'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER, 2.1 MILES EAST OF PARISH
 CQ1426'LINE.  IT IS 80 FEET WEST OF JUNCTION OF LOUISIANA HIGHWAY 534 AND
 CQ1426'LOUISIANA HIGHWAY 2, 231 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY
 CQ1426'2, 75 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 534, 39 FEET
 CQ1426'NORTHWEST OF 42 INCH RED OAK TREE, 22 FEET NORTH OF NORTHEAST CORNER
 CQ1426'OF FRAME STORE AT BLACKBURN, 1 FOOT SOUTH OF A 4 STRAND BARBED WIRE
 CQ1426'FENCE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 CQ1426'THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
 CQ1426'SECTION 32, T 22N, R 8W.
 CQ1426
 CQ1426                          STATION RECOVERY (1993)
 CQ1426
 CQ1426'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1221 ***********************************************************************
 CQ1221  DESIGNATION -  14 V 30 LADH
 CQ1221  PID         -  CQ1221
 CQ1221  STATE/COUNTY-  LA/CLAIBORNE
 CQ1221  USGS QUAD   -  LISBON (1986)
 CQ1221
 CQ1221                         *CURRENT SURVEY CONTROL
 CQ1221  ___________________________________________________________________
 CQ1221* NAD 83(1986)-  32 47 30.     (N)    092 47 37.     (W)     SCALED    
 CQ1221* NAVD 88     -        95.695  (meters)     313.96   (feet)  ADJUSTED  
 CQ1221  ___________________________________________________________________
 CQ1221  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1221  DYNAMIC HT  -          95.589 (meters)     313.61  (feet)  COMP
 CQ1221  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 CQ1221
 CQ1221  VERT ORDER  -  SECOND    CLASS 0
 CQ1221
 CQ1221.The horizontal coordinates were scaled from a topographic map and have
 CQ1221.an estimated accuracy of +/- 6 seconds.
 CQ1221
 CQ1221.The orthometric height was determined by differential leveling
 CQ1221.and adjusted by the National Geodetic Survey in June 1991..
 CQ1221
 CQ1221.The geoid height was determined by GEOID03.
 CQ1221
 CQ1221.The dynamic height is computed by dividing the NAVD 88
 CQ1221.geopotential number by the normal gravity value computed on the
 CQ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1221.degrees latitude (g = 980.6199 gals.).
 CQ1221
 CQ1221.The modeled gravity was interpolated from observed gravity values.
 CQ1221
 CQ1221;                    North         East    Units  Estimated Accuracy
 CQ1221;SPC LA N     -   254,140.      972,500.      MT  (+/- 180 meters Scaled)
 CQ1221
 CQ1221                          SUPERSEDED SURVEY CONTROL
 CQ1221
 CQ1221  NGVD 29 (??/??/??)   95.781  (m)          314.24   (f) ADJUSTED    2 0
 CQ1221
 CQ1221.Superseded values are not recommended for survey control.
 CQ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1221.See file dsdata.txt to determine how the superseded data were derived.
 CQ1221
 CQ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS193282(NAD 83)
 CQ1221_MARKER: DD = SURVEY DISK
 CQ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1221_STAMPING: 14V30 1969
 CQ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1221+STABILITY: SURFACE MOTION
 CQ1221
 CQ1221  HISTORY     - Date     Condition        Report By
 CQ1221  HISTORY     - 1969     MONUMENTED       LADH
 CQ1221  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1221
 CQ1221                          STATION DESCRIPTION
 CQ1221
 CQ1221'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1221'8.9 MI W FROM BERNICE.
 CQ1221'ABOUT 8.9 MILES WEST ALONG LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY
 CQ1221'152 FROM JUNCTION OF U.S. 167 AND LOUISIANA HIGHWAY 2 AT BERNICE.  IT
 CQ1221'IS 0.1 MILES EAST ALONG LOUISIANA HIGHWAY 152 FROM SHORT ROAD
 CQ1221'CONNECTING LOUISIANA HIGHWAY 152 AND LOUISIANA HIGHWAY 2, 73 FEET EAST
 CQ1221'AND 160 FEET SOUTH OF SOUTHWEST CORNER OF RESIDENCE, 102 FEET SOUTH OF
 CQ1221'LOUISIANA HIGHWAY 2, 62 FEET EAST OF NORTHEAST CORNER OF RESIDENCE.
 CQ1221'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CQ1221'GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET NORTH OF THE MARK.
 CQ1221'SECTION 20, T 21N, R 4W.
 CQ1221
 CQ1221                          STATION RECOVERY (1982)
 CQ1221
 CQ1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1226 ***********************************************************************
 CQ1226  DESIGNATION -  14 V 32 LADH
 CQ1226  PID         -  CQ1226
 CQ1226  STATE/COUNTY-  LA/CLAIBORNE
 CQ1226  USGS QUAD   -  LISBON (1986)
 CQ1226
 CQ1226                         *CURRENT SURVEY CONTROL
 CQ1226  ___________________________________________________________________
 CQ1226* NAD 83(1986)-  32 48 32.     (N)    092 45 26.     (W)     SCALED    
 CQ1226* NAVD 88     -        38.592  (meters)     126.61   (feet)  ADJUSTED  
 CQ1226  ___________________________________________________________________
 CQ1226  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1226  DYNAMIC HT  -          38.549 (meters)     126.47  (feet)  COMP
 CQ1226  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CQ1226
 CQ1226  VERT ORDER  -  SECOND    CLASS 0
 CQ1226
 CQ1226.The horizontal coordinates were scaled from a topographic map and have
 CQ1226.an estimated accuracy of +/- 6 seconds.
 CQ1226
 CQ1226.The orthometric height was determined by differential leveling
 CQ1226.and adjusted by the National Geodetic Survey in June 1991..
 CQ1226
 CQ1226.The geoid height was determined by GEOID03.
 CQ1226
 CQ1226.The dynamic height is computed by dividing the NAVD 88
 CQ1226.geopotential number by the normal gravity value computed on the
 CQ1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1226.degrees latitude (g = 980.6199 gals.).
 CQ1226
 CQ1226.The modeled gravity was interpolated from observed gravity values.
 CQ1226
 CQ1226;                    North         East    Units  Estimated Accuracy
 CQ1226;SPC LA N     -   256,040.      975,910.      MT  (+/- 180 meters Scaled)
 CQ1226
 CQ1226                          SUPERSEDED SURVEY CONTROL
 CQ1226
 CQ1226  NGVD 29 (??/??/??)   38.685  (m)          126.92   (f) ADJUSTED    2 0
 CQ1226
 CQ1226.Superseded values are not recommended for survey control.
 CQ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1226.See file dsdata.txt to determine how the superseded data were derived.
 CQ1226
 CQ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS227301(NAD 83)
 CQ1226_MARKER: DD = SURVEY DISK
 CQ1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1226_STAMPING: 14V32 1969
 CQ1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1226+STABILITY: SURFACE MOTION
 CQ1226
 CQ1226  HISTORY     - Date     Condition        Report By
 CQ1226  HISTORY     - 1969     MONUMENTED       LADH
 CQ1226
 CQ1226                          STATION DESCRIPTION
 CQ1226
 CQ1226'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1226'6.1 MI W FROM BERNICE.
 CQ1226'ABOUT 6.1 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1226'LOUISIANA HIGHWAY 2 AND U.S. 167 AT BERNICE.  IT IS 146 FEET SOUTHEAST
 CQ1226'OF FIFTH BENT FROM EAST END OF BRIDGE OVER MIDDLE FORK CREEK, 94 FEET
 CQ1226'SOUTHEAST OF EAST END OF BRIDGE, 108 FEET SOUTH OF LOUISIANA HIGHWAY
 CQ1226'2, 22 FEET SOUTH OF POWER LINE.  SET IN THE TOP OF A CONCRETE POST
 CQ1226'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5
 CQ1226'FEET NORTH OF THE MARK.  SECTION 14, T 21N, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1227 ***********************************************************************
 CQ1227  DESIGNATION -  14 V 33 LADH
 CQ1227  PID         -  CQ1227
 CQ1227  STATE/COUNTY-  LA/CLAIBORNE
 CQ1227  USGS QUAD   -  BERNICE (1985)
 CQ1227
 CQ1227                         *CURRENT SURVEY CONTROL
 CQ1227  ___________________________________________________________________
 CQ1227* NAD 83(1986)-  32 49 09.     (N)    092 44 35.     (W)     SCALED    
 CQ1227* NAVD 88     -        60.675  (meters)     199.06   (feet)  ADJUSTED  
 CQ1227  ___________________________________________________________________
 CQ1227  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1227  DYNAMIC HT  -          60.608 (meters)     198.84  (feet)  COMP
 CQ1227  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CQ1227
 CQ1227  VERT ORDER  -  SECOND    CLASS 0
 CQ1227
 CQ1227.The horizontal coordinates were scaled from a topographic map and have
 CQ1227.an estimated accuracy of +/- 6 seconds.
 CQ1227
 CQ1227.The orthometric height was determined by differential leveling
 CQ1227.and adjusted by the National Geodetic Survey in June 1991..
 CQ1227
 CQ1227.The geoid height was determined by GEOID03.
 CQ1227
 CQ1227.The dynamic height is computed by dividing the NAVD 88
 CQ1227.geopotential number by the normal gravity value computed on the
 CQ1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1227.degrees latitude (g = 980.6199 gals.).
 CQ1227
 CQ1227.The modeled gravity was interpolated from observed gravity values.
 CQ1227
 CQ1227;                    North         East    Units  Estimated Accuracy
 CQ1227;SPC LA N     -   257,180.      977,240.      MT  (+/- 180 meters Scaled)
 CQ1227
 CQ1227                          SUPERSEDED SURVEY CONTROL
 CQ1227
 CQ1227  NGVD 29 (??/??/??)   60.768  (m)          199.37   (f) ADJUSTED    2 0
 CQ1227
 CQ1227.Superseded values are not recommended for survey control.
 CQ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1227.See file dsdata.txt to determine how the superseded data were derived.
 CQ1227
 CQ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS240312(NAD 83)
 CQ1227_MARKER: DD = SURVEY DISK
 CQ1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1227_STAMPING: 14V33 1969
 CQ1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1227+STABILITY: SURFACE MOTION
 CQ1227
 CQ1227  HISTORY     - Date     Condition        Report By
 CQ1227  HISTORY     - 1969     MONUMENTED       LADH
 CQ1227
 CQ1227                          STATION DESCRIPTION
 CQ1227
 CQ1227'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1227'5.0 MI W FROM BERNICE.
 CQ1227'ABOUT 5.0 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1227'LOUISIANA HIGHWAY 2 AND U.S. HIGHWAY 167 AT BERNICE.  IT IS 316 FEET
 CQ1227'NORTH OF LOUISIANA 2, 96 FEET NORTHEAST OF DUG WELL, 72 FEET SOUTH OF
 CQ1227'DUG WELL, 43 FEET SOUTHWEST OF SOUTHWEST CORNER OF RESIDENCE, 0.6
 CQ1227'MILES WEST OF UNION PARISH LINE.  SET IN THE TOP OF A CONCRETE POST
 CQ1227'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2
 CQ1227'FEET SOUTH OF THE MARK.  SECTION 11, T 21N, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2288 ***********************************************************************
 CQ2288  DESIGNATION -  14 V 34
 CQ2288  PID         -  CQ2288
 CQ2288  STATE/COUNTY-  LA/CLAIBORNE
 CQ2288  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2288
 CQ2288                         *CURRENT SURVEY CONTROL
 CQ2288  ___________________________________________________________________
 CQ2288* NAD 83(1986)-  32 58 38.     (N)    093 14 05.     (W)     SCALED    
 CQ2288* NAVD 88     -        97.635  (meters)     320.32   (feet)  ADJUSTED  
 CQ2288  ___________________________________________________________________
 CQ2288  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2288  DYNAMIC HT  -          97.529 (meters)     319.98  (feet)  COMP
 CQ2288  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 CQ2288
 CQ2288  VERT ORDER  -  SECOND    CLASS II
 CQ2288
 CQ2288.The horizontal coordinates were scaled from a topographic map and have
 CQ2288.an estimated accuracy of +/- 6 seconds.
 CQ2288
 CQ2288.The orthometric height was determined by differential leveling
 CQ2288.and adjusted by the National Geodetic Survey in June 1991..
 CQ2288
 CQ2288.The geoid height was determined by GEOID03.
 CQ2288
 CQ2288.The dynamic height is computed by dividing the NAVD 88
 CQ2288.geopotential number by the normal gravity value computed on the
 CQ2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2288.degrees latitude (g = 980.6199 gals.).
 CQ2288
 CQ2288.The modeled gravity was interpolated from observed gravity values.
 CQ2288
 CQ2288;                    North         East    Units  Estimated Accuracy
 CQ2288;SPC LA N     -   274,910.      931,320.      MT  (+/- 180 meters Scaled)
 CQ2288
 CQ2288                          SUPERSEDED SURVEY CONTROL
 CQ2288
 CQ2288  NGVD 29 (??/??/??)   97.695  (m)          320.52   (f) ADJUSTED    2 2
 CQ2288
 CQ2288.Superseded values are not recommended for survey control.
 CQ2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2288.See file dsdata.txt to determine how the superseded data were derived.
 CQ2288
 CQ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS780487(NAD 83)
 CQ2288_MARKER: DD = SURVEY DISK
 CQ2288_SETTING: 0 = UNSPECIFIED SETTING
 CQ2288_STAMPING: 14V34 1969
 CQ2288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2288
 CQ2288  HISTORY     - Date     Condition        Report By
 CQ2288  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2288  HISTORY     - 1976     GOOD             LADTD
 CQ2288  HISTORY     - 19940206 GOOD             USPSQD
 CQ2288
 CQ2288                          STATION DESCRIPTION
 CQ2288
 CQ2288'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2288'6.0 MI W FROM HAYNESVILLE.
 CQ2288'ABOUT 0.7 MILES NORTH ALONG LOUISIANA HIGHWAY 79 TO THE JUNCTION OF
 CQ2288'LOUISIANA HIGHWAY 615.  THENCE WEST ALONG LOUISIANA HIGHWAY 615 5.3
 CQ2288'MILES TO THE MARK ON THE LEFT.  IT IS 128 FEET SOUTH OF THE CENTERLINE
 CQ2288'OF LOUISIANA 615.  104 FEET NORTHWEST OF A 36 INCH PECAN TREE. 84 FEET
 CQ2288'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME RESIDENCE. 25 FEET
 CQ2288'SOUTHEAST OF A 3 INCH CEDAR TREE.  109 FEET WEST OF THE CENTERLINE OF
 CQ2288'A GRAVEL DRIVE LEADING TO SAME RESIDENCE.  IT IS 2 FEET WEST OF A
 CQ2288'METAL WITNESS POST AND PROJECTING 2 INCHES ABOVE THE GROUND.
 CQ2288
 CQ2288                          STATION RECOVERY (1994)
 CQ2288
 CQ2288'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2290 ***********************************************************************
 CQ2290  DESIGNATION -  14 V 35
 CQ2290  PID         -  CQ2290
 CQ2290  STATE/COUNTY-  LA/CLAIBORNE
 CQ2290  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2290
 CQ2290                         *CURRENT SURVEY CONTROL
 CQ2290  ___________________________________________________________________
 CQ2290* NAD 83(1986)-  32 58 39.     (N)    093 13 16.     (W)     SCALED    
 CQ2290* NAVD 88     -        93.791  (meters)     307.71   (feet)  ADJUSTED  
 CQ2290  ___________________________________________________________________
 CQ2290  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2290  DYNAMIC HT  -          93.688 (meters)     307.37  (feet)  COMP
 CQ2290  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 CQ2290
 CQ2290  VERT ORDER  -  SECOND    CLASS II
 CQ2290
 CQ2290.The horizontal coordinates were scaled from a topographic map and have
 CQ2290.an estimated accuracy of +/- 6 seconds.
 CQ2290
 CQ2290.The orthometric height was determined by differential leveling
 CQ2290.and adjusted by the National Geodetic Survey in June 1991..
 CQ2290
 CQ2290.The geoid height was determined by GEOID03.
 CQ2290
 CQ2290.The dynamic height is computed by dividing the NAVD 88
 CQ2290.geopotential number by the normal gravity value computed on the
 CQ2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2290.degrees latitude (g = 980.6199 gals.).
 CQ2290
 CQ2290.The modeled gravity was interpolated from observed gravity values.
 CQ2290
 CQ2290;                    North         East    Units  Estimated Accuracy
 CQ2290;SPC LA N     -   274,930.      932,590.      MT  (+/- 180 meters Scaled)
 CQ2290
 CQ2290                          SUPERSEDED SURVEY CONTROL
 CQ2290
 CQ2290  NGVD 29 (??/??/??)   93.850  (m)          307.91   (f) ADJUSTED    2 2
 CQ2290
 CQ2290.Superseded values are not recommended for survey control.
 CQ2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2290.See file dsdata.txt to determine how the superseded data were derived.
 CQ2290
 CQ2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS793488(NAD 83)
 CQ2290_MARKER: DD = SURVEY DISK
 CQ2290_SETTING: 0 = UNSPECIFIED SETTING
 CQ2290_STAMPING: 14V35 1969
 CQ2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2290
 CQ2290  HISTORY     - Date     Condition        Report By
 CQ2290  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2290  HISTORY     - 1976     GOOD             LADTD
 CQ2290  HISTORY     - 19940206 GOOD             USPSQD
 CQ2290
 CQ2290                          STATION DESCRIPTION
 CQ2290
 CQ2290'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2290'5.0 MI W FROM HAYNESVILLE.
 CQ2290'ABOUT 0.7 MILES NORTH ALONG LOUISIANA HIGHWAY 79 TO THE JUNCTION OF
 CQ2290'LOUISIANA HIGHWAY 615.  THENCE WEST ALONG LOUISIANA HIGHWAY 615 4.3
 CQ2290'MILES TO THE MARK ON THE RIGHT.  IT IS 141 FEET NORTH OF THE
 CQ2290'CENTERLINE OF LOUISIANA HIGHWAY 615.  126 FEET EAST OF THE CENTERLINE
 CQ2290'OF LOUISIANA HIGHWAY 521 LEADING NORTH.  103 FEET NORTHEAST OF A POWER
 CQ2290'POLE.  27 FEET WEST OF A TWIN 10 INCH OAK TREE.  23 FEET SOUTH OF A
 CQ2290'TWIN 8 INCH OAK TREE.  IT IS 2 FEET SOUTH OF A METAL WITNESS POST AND
 CQ2290'FLUSH WITH THE GROUND.
 CQ2290
 CQ2290                          STATION RECOVERY (1994)
 CQ2290
 CQ2290'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2337 ***********************************************************************
 CQ2337  DESIGNATION -  14 V 36
 CQ2337  PID         -  CQ2337
 CQ2337  STATE/COUNTY-  LA/CLAIBORNE
 CQ2337  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2337
 CQ2337                         *CURRENT SURVEY CONTROL
 CQ2337  ___________________________________________________________________
 CQ2337* NAD 83(1986)-  32 58 39.     (N)    093 12 14.     (W)     SCALED    
 CQ2337* NAVD 88     -        98.479  (meters)     323.09   (feet)  ADJUSTED  
 CQ2337  ___________________________________________________________________
 CQ2337  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2337  DYNAMIC HT  -          98.371 (meters)     322.74  (feet)  COMP
 CQ2337  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CQ2337
 CQ2337  VERT ORDER  -  SECOND    CLASS II
 CQ2337
 CQ2337.The horizontal coordinates were scaled from a topographic map and have
 CQ2337.an estimated accuracy of +/- 6 seconds.
 CQ2337
 CQ2337.The orthometric height was determined by differential leveling
 CQ2337.and adjusted by the National Geodetic Survey in June 1991..
 CQ2337
 CQ2337.The geoid height was determined by GEOID03.
 CQ2337
 CQ2337.The dynamic height is computed by dividing the NAVD 88
 CQ2337.geopotential number by the normal gravity value computed on the
 CQ2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2337.degrees latitude (g = 980.6199 gals.).
 CQ2337
 CQ2337.The modeled gravity was interpolated from observed gravity values.
 CQ2337
 CQ2337;                    North         East    Units  Estimated Accuracy
 CQ2337;SPC LA N     -   274,920.      934,200.      MT  (+/- 180 meters Scaled)
 CQ2337
 CQ2337                          SUPERSEDED SURVEY CONTROL
 CQ2337
 CQ2337  NGVD 29 (??/??/??)   98.538  (m)          323.29   (f) ADJUSTED    2 2
 CQ2337
 CQ2337.Superseded values are not recommended for survey control.
 CQ2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2337.See file dsdata.txt to determine how the superseded data were derived.
 CQ2337
 CQ2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS809488(NAD 83)
 CQ2337_MARKER: DD = SURVEY DISK
 CQ2337_SETTING: 0 = UNSPECIFIED SETTING
 CQ2337_STAMPING: 14V36 1969
 CQ2337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2337
 CQ2337  HISTORY     - Date     Condition        Report By
 CQ2337  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2337  HISTORY     - 1976     GOOD             LADTD
 CQ2337  HISTORY     - 19940206 GOOD             USPSQD
 CQ2337
 CQ2337                          STATION DESCRIPTION
 CQ2337
 CQ2337'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2337'4.3 MI W FROM HAYNESVILLE.
 CQ2337'ABOUT 0.7 MILES NORTH ALONG LOUISIANA HIGHWAY 79 TO THE JUNCTION OF
 CQ2337'LOUISIANA HIGHWAY 615.  THENCE WEST ALONG LOUISIANA HIGHWAY 615 3.6
 CQ2337'MILES TO THE MARK ON THE LEFT.  IT IS 153 FEET SOUTH OF THE CENTERLINE
 CQ2337'OF LOUISIANA 615.  15 FEET NORTHEAST OF A 6 INCH PECAN TREE. 35 FEET
 CQ2337'NORTHWEST OF A 18 INCH GUM TREE.  66 FEET SOUTHWEST OF A 14 INCH GUM
 CQ2337'TREE.  89 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME RESIDENCE.
 CQ2337'IT IS 2 FEET NORTH OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2337
 CQ2337                          STATION RECOVERY (1994)
 CQ2337
 CQ2337'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2312 ***********************************************************************
 CQ2312  DESIGNATION -  14 V 37
 CQ2312  PID         -  CQ2312
 CQ2312  STATE/COUNTY-  LA/CLAIBORNE
 CQ2312  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2312
 CQ2312                         *CURRENT SURVEY CONTROL
 CQ2312  ___________________________________________________________________
 CQ2312* NAD 83(1986)-  32 58 29.     (N)    093 11 23.     (W)     SCALED    
 CQ2312* NAVD 88     -        89.306  (meters)     293.00   (feet)  ADJUSTED  
 CQ2312  ___________________________________________________________________
 CQ2312  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2312  DYNAMIC HT  -          89.208 (meters)     292.68  (feet)  COMP
 CQ2312  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 CQ2312
 CQ2312  VERT ORDER  -  SECOND    CLASS II
 CQ2312
 CQ2312.The horizontal coordinates were scaled from a topographic map and have
 CQ2312.an estimated accuracy of +/- 6 seconds.
 CQ2312
 CQ2312.The orthometric height was determined by differential leveling
 CQ2312.and adjusted by the National Geodetic Survey in June 1991..
 CQ2312
 CQ2312.The geoid height was determined by GEOID03.
 CQ2312
 CQ2312.The dynamic height is computed by dividing the NAVD 88
 CQ2312.geopotential number by the normal gravity value computed on the
 CQ2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2312.degrees latitude (g = 980.6199 gals.).
 CQ2312
 CQ2312.The modeled gravity was interpolated from observed gravity values.
 CQ2312
 CQ2312;                    North         East    Units  Estimated Accuracy
 CQ2312;SPC LA N     -   274,610.      935,520.      MT  (+/- 180 meters Scaled)
 CQ2312
 CQ2312                          SUPERSEDED SURVEY CONTROL
 CQ2312
 CQ2312  NGVD 29 (??/??/??)   89.366  (m)          293.19   (f) ADJUSTED    2 2
 CQ2312
 CQ2312.Superseded values are not recommended for survey control.
 CQ2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2312.See file dsdata.txt to determine how the superseded data were derived.
 CQ2312
 CQ2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS822485(NAD 83)
 CQ2312_MARKER: DD = SURVEY DISK
 CQ2312_SETTING: 0 = UNSPECIFIED SETTING
 CQ2312_STAMPING: 14V37 1969
 CQ2312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2312
 CQ2312  HISTORY     - Date     Condition        Report By
 CQ2312  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2312  HISTORY     - 1976     GOOD             LADTD
 CQ2312  HISTORY     - 19940206 GOOD             USPSQD
 CQ2312
 CQ2312                          STATION DESCRIPTION
 CQ2312
 CQ2312'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2312'3.4 MI W FROM HAYNESVILLE.
 CQ2312'ABOUT 0.7 MILES NORTH ALONG LOUISIANA HIGHWAY 79 TO THE JUNCTION OF
 CQ2312'LOUISIANA HIGHWAY 615.  THENCE WEST ALONG LOUISIANA HIGHWAY 615 2.7
 CQ2312'MILES TO THE MARK ON THE LEFT.  IT IS 198 FEET SOUTH OF THE CENTERLINE
 CQ2312'OF LOUISIANA 615.  158 FEET EAST OF THE CENTERLINE OF A BLACK TOP ROAD
 CQ2312'LEADING SOUTH.  20 FEET EAST OF A 12 INCH HICKORY TREE. 91 FEET NORTH
 CQ2312'OF THE CENTERLINE OF A GRAVELED ROAD LEADING EAST. 71 FEET SOUTHWEST
 CQ2312'OF A POWER POLE.  IT IS 2 FEET NORTHWEST OF A METAL WITNESS POST AND
 CQ2312'PROJECTING 3 INCHES ABOVE THE GROUND.
 CQ2312
 CQ2312                          STATION RECOVERY (1994)
 CQ2312
 CQ2312'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2313 ***********************************************************************
 CQ2313  DESIGNATION -  14 V 38
 CQ2313  PID         -  CQ2313
 CQ2313  STATE/COUNTY-  LA/CLAIBORNE
 CQ2313  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2313
 CQ2313                         *CURRENT SURVEY CONTROL
 CQ2313  ___________________________________________________________________
 CQ2313* NAD 83(1986)-  32 58 26.     (N)    093 10 25.     (W)     SCALED    
 CQ2313* NAVD 88     -       105.101  (meters)     344.82   (feet)  ADJUSTED  
 CQ2313  ___________________________________________________________________
 CQ2313  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2313  DYNAMIC HT  -         104.986 (meters)     344.44  (feet)  COMP
 CQ2313  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CQ2313
 CQ2313  VERT ORDER  -  SECOND    CLASS II
 CQ2313
 CQ2313.The horizontal coordinates were scaled from a topographic map and have
 CQ2313.an estimated accuracy of +/- 6 seconds.
 CQ2313
 CQ2313.The orthometric height was determined by differential leveling
 CQ2313.and adjusted by the National Geodetic Survey in June 1991..
 CQ2313
 CQ2313.The geoid height was determined by GEOID03.
 CQ2313
 CQ2313.The dynamic height is computed by dividing the NAVD 88
 CQ2313.geopotential number by the normal gravity value computed on the
 CQ2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2313.degrees latitude (g = 980.6199 gals.).
 CQ2313
 CQ2313.The modeled gravity was interpolated from observed gravity values.
 CQ2313
 CQ2313;                    North         East    Units  Estimated Accuracy
 CQ2313;SPC LA N     -   274,510.      937,030.      MT  (+/- 180 meters Scaled)
 CQ2313
 CQ2313                          SUPERSEDED SURVEY CONTROL
 CQ2313
 CQ2313  NGVD 29 (??/??/??)  105.160  (m)          345.01   (f) ADJUSTED    2 2
 CQ2313
 CQ2313.Superseded values are not recommended for survey control.
 CQ2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2313.See file dsdata.txt to determine how the superseded data were derived.
 CQ2313
 CQ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS837484(NAD 83)
 CQ2313_MARKER: DD = SURVEY DISK
 CQ2313_SETTING: 0 = UNSPECIFIED SETTING
 CQ2313_STAMPING: 14V38 1969
 CQ2313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2313
 CQ2313  HISTORY     - Date     Condition        Report By
 CQ2313  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2313  HISTORY     - 1976     GOOD             LADTD
 CQ2313  HISTORY     - 19940206 MARK NOT FOUND   USPSQD
 CQ2313
 CQ2313                          STATION DESCRIPTION
 CQ2313
 CQ2313'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2313'2.4 MI W FROM HAYNESVILLE.
 CQ2313'ABOUT 0.7 MILES NORTH ALONG LOUISIANA HIGHWAY 79 TO THE JUNCTION OF
 CQ2313'LOUISIANA HIGHWAY 615.  THENCE WEST ALONG LOUISIANA HIGHWAY 615 1.7
 CQ2313'MILES TO THE MARK ON THE RIGHT.  IT IS 268 FEET NORTH OF THE
 CQ2313'CENTERLINE OF LOUISIANA 615.  9 FEET NORTHEAST OF A 2 INCH PECAN TREE.
 CQ2313'44 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TIN BUILDING. 48 FEET
 CQ2313'EAST OF A 10 INCH APPLE TREE.  44 FEET NORTH OF THE NORTH EDGE OF A
 CQ2313'METAL STORM CELLAR.  IT IS 1 FOOT EAST OF A METAL WITNESS POST AND
 CQ2313'PROJECTING 1 INCH ABOVE THE GROUND.
 CQ2313
 CQ2313                          STATION RECOVERY (1994)
 CQ2313
 CQ2313'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2336 ***********************************************************************
 CQ2336  DESIGNATION -  14 V 39
 CQ2336  PID         -  CQ2336
 CQ2336  STATE/COUNTY-  LA/CLAIBORNE
 CQ2336  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2336
 CQ2336                         *CURRENT SURVEY CONTROL
 CQ2336  ___________________________________________________________________
 CQ2336* NAD 83(1986)-  32 58 17.     (N)    093 09 16.     (W)     SCALED    
 CQ2336* NAVD 88     -       109.145  (meters)     358.09   (feet)  ADJUSTED  
 CQ2336  ___________________________________________________________________
 CQ2336  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2336  DYNAMIC HT  -         109.026 (meters)     357.70  (feet)  COMP
 CQ2336  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 CQ2336
 CQ2336  VERT ORDER  -  SECOND    CLASS II
 CQ2336
 CQ2336.The horizontal coordinates were scaled from a topographic map and have
 CQ2336.an estimated accuracy of +/- 6 seconds.
 CQ2336
 CQ2336.The orthometric height was determined by differential leveling
 CQ2336.and adjusted by the National Geodetic Survey in June 1991..
 CQ2336
 CQ2336.The geoid height was determined by GEOID03.
 CQ2336
 CQ2336.The dynamic height is computed by dividing the NAVD 88
 CQ2336.geopotential number by the normal gravity value computed on the
 CQ2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2336.degrees latitude (g = 980.6199 gals.).
 CQ2336
 CQ2336.The modeled gravity was interpolated from observed gravity values.
 CQ2336
 CQ2336;                    North         East    Units  Estimated Accuracy
 CQ2336;SPC LA N     -   274,220.      938,820.      MT  (+/- 180 meters Scaled)
 CQ2336
 CQ2336                          SUPERSEDED SURVEY CONTROL
 CQ2336
 CQ2336  NGVD 29 (??/??/??)  109.204  (m)          358.28   (f) ADJUSTED    2 2
 CQ2336
 CQ2336.Superseded values are not recommended for survey control.
 CQ2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2336.See file dsdata.txt to determine how the superseded data were derived.
 CQ2336
 CQ2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS855481(NAD 83)
 CQ2336_MARKER: DD = SURVEY DISK
 CQ2336_SETTING: 0 = UNSPECIFIED SETTING
 CQ2336_STAMPING: 14V39 1969
 CQ2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2336
 CQ2336  HISTORY     - Date     Condition        Report By
 CQ2336  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2336  HISTORY     - 1976     GOOD             LADTD
 CQ2336  HISTORY     - 19940206 GOOD             USPSQD
 CQ2336
 CQ2336                          STATION DESCRIPTION
 CQ2336
 CQ2336'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2336'1.4 MI W FROM HAYNESVILLE.
 CQ2336'ABOUT 0.7 MILES NORTH ALONG LOUISIANA HIGHWAY 79 TO THE JUNCTION OF
 CQ2336'LOUISIANA HIGHWAY 615.  THENCE WEST ALONG LOUISIANA HIGHWAY 615 0.7
 CQ2336'MILES TO THE MARK ON THE RIGHT.  IT IS 177 FEET NORTH OF THE
 CQ2336'CENTERLINE OF LOUISIANA 615.  12 FEET SOUTHWEST OF A 18 INCH WALNUT
 CQ2336'TREE.  44 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME
 CQ2336'RESIDENCE.  66 FEET NORTHWEST OF A 12 INCH SWEET GUM TREE.  IT IS 2
 CQ2336'FEET SOUTH OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2336
 CQ2336                          STATION RECOVERY (1994)
 CQ2336
 CQ2336'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1427 ***********************************************************************
 CQ1427  DESIGNATION -  14 V 4
 CQ1427  PID         -  CQ1427
 CQ1427  STATE/COUNTY-  LA/CLAIBORNE
 CQ1427  USGS QUAD   -  BLACKBURN (1986)
 CQ1427
 CQ1427                         *CURRENT SURVEY CONTROL
 CQ1427  ___________________________________________________________________
 CQ1427* NAD 83(1986)-  32 50 22.     (N)    093 11 06.     (W)     SCALED    
 CQ1427* NAVD 88     -       112.919  (meters)     370.47   (feet)  ADJUSTED  
 CQ1427  ___________________________________________________________________
 CQ1427  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1427  DYNAMIC HT  -         112.794 (meters)     370.06  (feet)  COMP
 CQ1427  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CQ1427
 CQ1427  VERT ORDER  -  SECOND    CLASS 0
 CQ1427
 CQ1427.The horizontal coordinates were scaled from a topographic map and have
 CQ1427.an estimated accuracy of +/- 6 seconds.
 CQ1427
 CQ1427.The orthometric height was determined by differential leveling
 CQ1427.and adjusted by the National Geodetic Survey in June 1991..
 CQ1427
 CQ1427.The geoid height was determined by GEOID03.
 CQ1427
 CQ1427.The dynamic height is computed by dividing the NAVD 88
 CQ1427.geopotential number by the normal gravity value computed on the
 CQ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1427.degrees latitude (g = 980.6199 gals.).
 CQ1427
 CQ1427.The modeled gravity was interpolated from observed gravity values.
 CQ1427
 CQ1427;                    North         East    Units  Estimated Accuracy
 CQ1427;SPC LA N     -   259,600.      935,870.      MT  (+/- 180 meters Scaled)
 CQ1427
 CQ1427                          SUPERSEDED SURVEY CONTROL
 CQ1427
 CQ1427  NGVD 29 (??/??/??)  112.980  (m)          370.67   (f) ADJUSTED    2 0
 CQ1427
 CQ1427.Superseded values are not recommended for survey control.
 CQ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1427.See file dsdata.txt to determine how the superseded data were derived.
 CQ1427
 CQ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS826335(NAD 83)
 CQ1427_MARKER: DD = SURVEY DISK
 CQ1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1427_STAMPING: 14V4 1969
 CQ1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1427+STABILITY: SURFACE MOTION
 CQ1427
 CQ1427  HISTORY     - Date     Condition        Report By
 CQ1427  HISTORY     - 1969     MONUMENTED       LADH
 CQ1427  HISTORY     - 1969     GOOD             LADH
 CQ1427  HISTORY     - 19931121 GOOD             USPSQD
 CQ1427
 CQ1427                          STATION DESCRIPTION
 CQ1427
 CQ1427'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1427'10.1 MI NW FROM HOMER.
 CQ1427'ABOUT 8.8 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1427'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 237 FEET NORTH OF
 CQ1427'LOUISIANA HIGHWAY 2, 137 FEET NORTH OF A GRAVEL ROAD LEADING TO A
 CQ1427'RESIDENCE, 111 FEET NORTHEAST OF NORTHEAST CORNER OF TIN GARAGE, 56
 CQ1427'FEET NORTHEAST OF NORTHEAST CORNER OF FRAME BARN, 15 FEET FROM CENTER
 CQ1427'OF OLD ROAD LEADING TO PASTURE.  SET IN THE TOP OF AA CONCRETE POST
 CQ1427'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2.0
 CQ1427'FEET SOUTHWEST OF THE MARK.  SECTION 3, T 21N, R 8W.
 CQ1427
 CQ1427                          STATION RECOVERY (1993)
 CQ1427
 CQ1427'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1036 ***********************************************************************
 CQ1036  DESIGNATION -  14 V 40 LADH
 CQ1036  PID         -  CQ1036
 CQ1036  STATE/COUNTY-  LA/CLAIBORNE
 CQ1036  USGS QUAD   -  COLQUITT (1986)
 CQ1036
 CQ1036                         *CURRENT SURVEY CONTROL
 CQ1036  ___________________________________________________________________
 CQ1036* NAD 83(1986)-  32 56 58.     (N)    092 58 14.     (W)     SCALED    
 CQ1036* NAVD 88     -        80.53   (meters)     264.2    (feet)  RESET     
 CQ1036  ___________________________________________________________________
 CQ1036  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1036
 CQ1036  VERT ORDER  -  THIRD
 CQ1036
 CQ1036.The horizontal coordinates were scaled from a topographic map and have
 CQ1036.an estimated accuracy of +/- 6 seconds.
 CQ1036
 CQ1036.The orthometric height was computed from unverified reset data.
 CQ1036
 CQ1036.The geoid height was determined by GEOID03.
 CQ1036
 CQ1036;                    North         East    Units  Estimated Accuracy
 CQ1036;SPC LA N     -   271,690.      956,000.      MT  (+/- 180 meters Scaled)
 CQ1036
 CQ1036                          SUPERSEDED SURVEY CONTROL
 CQ1036
 CQ1036  NGVD 29 (??/??/??)   80.62   (m)          264.5    (f) RESET       3  
 CQ1036
 CQ1036.Superseded values are not recommended for survey control.
 CQ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1036.See file dsdata.txt to determine how the superseded data were derived.
 CQ1036
 CQ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS027456(NAD 83)
 CQ1036_MARKER: DD = SURVEY DISK
 CQ1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1036_STAMPING: 14V40 1970
 CQ1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1036+STABILITY: SURFACE MOTION
 CQ1036
 CQ1036  HISTORY     - Date     Condition        Report By
 CQ1036  HISTORY     - 1970     MONUMENTED       LADH
 CQ1036
 CQ1036                          STATION DESCRIPTION
 CQ1036
 CQ1036'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CQ1036'12.9 MI NE FROM HOMER.
 CQ1036'ABOUT 12 MILES NORTHEAST OF HOMER ALONG LOUISIANA HIGHWAY 520 TO
 CQ1036'JUNCTION OF LOUISIANA HIGHWAY 520 AND LOUISIANA HIGHWAY ALTERNATE 2.
 CQ1036'IT IS 0.9 MILES EAST ALONG LOUISIANA HIGHWAY ALTERNATE 2 TO COLQUIT
 CQ1036'METHODIST CHURCH, ON EAST SIDE OF CHURCH, 164.6 FEET SOUTH OF
 CQ1036'CENTERLINE OF LOUISIANA ALTERNATE 2, 97.0 FEET SOUTHEAST OF NORTHEAST
 CQ1036'CORNER OF CHURCH, 91.2 FEET EAST OF SOUTHEAST CORNER OF CHURCH, 72.7
 CQ1036'FEET SOUTH OF 24 IN. FORKED HICKORY TREE.  SET IN TOP OF A CONCRETE
 CQ1036'POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ1036'SET 1.0 FOOT NORTH OF THE MARK.  SECTION 27, T 22N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8350 ***********************************************************************
 AF8350  DESIGNATION -  14 V 41
 AF8350  PID         -  AF8350
 AF8350  STATE/COUNTY-  LA/CLAIBORNE
 AF8350  USGS QUAD   -  HOMER (1986)
 AF8350
 AF8350                         *CURRENT SURVEY CONTROL
 AF8350  ___________________________________________________________________
 AF8350* NAD 83(1986)-  32 46 54.     (N)    093 03 25.     (W)     SCALED    
 AF8350* NAVD 88     -        69.519  (meters)     228.08   (feet)  ADJUSTED  
 AF8350  ___________________________________________________________________
 AF8350  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AF8350  DYNAMIC HT  -          69.442 (meters)     227.83  (feet)  COMP
 AF8350  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 AF8350
 AF8350  VERT ORDER  -  SECOND    CLASS I
 AF8350
 AF8350.The horizontal coordinates were scaled from a topographic map and have
 AF8350.an estimated accuracy of +/- 6 seconds.
 AF8350
 AF8350.The orthometric height was determined by differential leveling
 AF8350.and adjusted by the National Geodetic Survey in September 1998..
 AF8350
 AF8350.The geoid height was determined by GEOID03.
 AF8350
 AF8350.The dynamic height is computed by dividing the NAVD 88
 AF8350.geopotential number by the normal gravity value computed on the
 AF8350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8350.degrees latitude (g = 980.6199 gals.).
 AF8350
 AF8350.The modeled gravity was interpolated from observed gravity values.
 AF8350
 AF8350;                    North         East    Units  Estimated Accuracy
 AF8350;SPC LA N     -   253,130.      947,820.      MT  (+/- 180 meters Scaled)
 AF8350
 AF8350                          SUPERSEDED SURVEY CONTROL
 AF8350
 AF8350.No superseded survey control is available for this station.
 AF8350
 AF8350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS946270(NAD 83)
 AF8350_MARKER: DD = SURVEY DISK
 AF8350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8350_STAMPING: 14V41 1992
 AF8350_MARK LOGO: LADTD 
 AF8350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8350+STABILITY: SURFACE MOTION
 AF8350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8350+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8350
 AF8350  HISTORY     - Date     Condition        Report By
 AF8350  HISTORY     - 1992     MONUMENTED       LADTD
 AF8350
 AF8350                          STATION DESCRIPTION
 AF8350
 AF8350'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8350'THE STATION IS LOCATED IN THE SOUTH PART OF HOMER, AT THE NATIONAL
 AF8350'GUARD BUILDING.  OWNERSHIP--CITY OF HOMER.  TO REACH THE STATION FROM
 AF8350'THE COURTHOUSE IN HOMER GO SOUTH FOR 0.4 MI (0.6 KM) ON U.  S. HIGHWAY
 AF8350'79 TO WHERE THE HIGHWAY CURVES RIGHT, ANGLE LEFT ACROSS THE RAILROAD
 AF8350'TRACKS AND GO SOUTH FOR 0.25 MI (0.40 KM) ON LYONS HILL ROAD TO THE
 AF8350'STATION ON THE RIGHT, SET NEAR A POWER POLE.  THE STATION IS 94.5 FT
 AF8350'(28.8 M) NORTH FROM THE NORTHEAST CORNER OF THE NATIONAL GUARD
 AF8350'BUILDING, 40.0 FT (12.2 M) WEST FROM THE CENTER OF THE ROAD, 4.0 FT
 AF8350'(1.2 M) SOUTH-SOUTHEAST FROM A POWER POLE, 1.5 FT (0.5 M) EAST FROM A
 AF8350'METAL WITNESS POST WITH SIGN ATTACHED, RECESSED 1.0 INCH BELOW THE
 AF8350'GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8351 ***********************************************************************
 AF8351  DESIGNATION -  14 V 42
 AF8351  PID         -  AF8351
 AF8351  STATE/COUNTY-  LA/CLAIBORNE
 AF8351  USGS QUAD   -  HOMER (1986)
 AF8351
 AF8351                         *CURRENT SURVEY CONTROL
 AF8351  ___________________________________________________________________
 AF8351* NAD 83(1986)-  32 46 05.     (N)    093 03 38.     (W)     SCALED    
 AF8351* NAVD 88     -       116.471  (meters)     382.12   (feet)  ADJUSTED  
 AF8351  ___________________________________________________________________
 AF8351  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AF8351  DYNAMIC HT  -         116.341 (meters)     381.70  (feet)  COMP
 AF8351  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 AF8351
 AF8351  VERT ORDER  -  SECOND    CLASS I
 AF8351
 AF8351.The horizontal coordinates were scaled from a topographic map and have
 AF8351.an estimated accuracy of +/- 6 seconds.
 AF8351
 AF8351.The orthometric height was determined by differential leveling
 AF8351.and adjusted by the National Geodetic Survey in September 1998..
 AF8351
 AF8351.The geoid height was determined by GEOID03.
 AF8351
 AF8351.The dynamic height is computed by dividing the NAVD 88
 AF8351.geopotential number by the normal gravity value computed on the
 AF8351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8351.degrees latitude (g = 980.6199 gals.).
 AF8351
 AF8351.The modeled gravity was interpolated from observed gravity values.
 AF8351
 AF8351;                    North         East    Units  Estimated Accuracy
 AF8351;SPC LA N     -   251,620.      947,480.      MT  (+/- 180 meters Scaled)
 AF8351
 AF8351                          SUPERSEDED SURVEY CONTROL
 AF8351
 AF8351.No superseded survey control is available for this station.
 AF8351
 AF8351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS943255(NAD 83)
 AF8351_MARKER: DD = SURVEY DISK
 AF8351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8351_STAMPING: 14V42 1992
 AF8351_MARK LOGO: LADTD 
 AF8351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8351+STABILITY: SURFACE MOTION
 AF8351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8351+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8351
 AF8351  HISTORY     - Date     Condition        Report By
 AF8351  HISTORY     - 1992     MONUMENTED       LADTD
 AF8351
 AF8351                          STATION DESCRIPTION
 AF8351
 AF8351'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8351'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF HOMER, 8.0 MI
 AF8351'(12.9 KM) NORTH-NORTHWEST OF ATHENS AND 17.0 MI (27.4 KM) NORTHEAST OF
 AF8351'MIDEN.  OWNERSHIP--CLAIBORNE PARISH.  TO REACH THE STATION FROM THE
 AF8351'COURTHOUSE IN HOMER GO SOUTH FOR 0.4 MI (0.6 KM) ON U.  S. HIGHWAY 79
 AF8351'TO WHERE THE HIGHWAY CURVES RIGHT, ANGLE LEFT ACROSS THE RAILROAD
 AF8351'TRACKS AND GO SOUTH FOR 1.3 MI (2.1 KM) ON LYONS HILL ROAD TO THE
 AF8351'STATION SET ON THE LEFT AT THE TOP OF A HILL.  THE STATION IS 150.0 FT
 AF8351'(45.7 M) NORTH-NORTHWEST FROM A WOODS ROAD LEADING EAST, 35.5 FT (10.8
 AF8351'M) EAST-NORTHEAST FROM THE CENTER OF THE ROAD, 2.0 FT (0.6 M)
 AF8351'WEST-SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH
 AF8351'WITH THE GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF
 AF8351'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8352 ***********************************************************************
 AF8352  DESIGNATION -  14 V 43
 AF8352  PID         -  AF8352
 AF8352  STATE/COUNTY-  LA/CLAIBORNE
 AF8352  USGS QUAD   -  ATHENS (1986)
 AF8352
 AF8352                         *CURRENT SURVEY CONTROL
 AF8352  ___________________________________________________________________
 AF8352* NAD 83(1986)-  32 42 49.     (N)    093 03 03.     (W)     SCALED    
 AF8352* NAVD 88     -       108.560  (meters)     356.17   (feet)  ADJUSTED  
 AF8352  ___________________________________________________________________
 AF8352  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AF8352  DYNAMIC HT  -         108.438 (meters)     355.77  (feet)  COMP
 AF8352  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 AF8352
 AF8352  VERT ORDER  -  SECOND    CLASS I
 AF8352
 AF8352.The horizontal coordinates were scaled from a topographic map and have
 AF8352.an estimated accuracy of +/- 6 seconds.
 AF8352
 AF8352.The orthometric height was determined by differential leveling
 AF8352.and adjusted by the National Geodetic Survey in September 1998..
 AF8352
 AF8352.The geoid height was determined by GEOID03.
 AF8352
 AF8352.The dynamic height is computed by dividing the NAVD 88
 AF8352.geopotential number by the normal gravity value computed on the
 AF8352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8352.degrees latitude (g = 980.6199 gals.).
 AF8352
 AF8352.The modeled gravity was interpolated from observed gravity values.
 AF8352
 AF8352;                    North         East    Units  Estimated Accuracy
 AF8352;SPC LA N     -   245,570.      948,360.      MT  (+/- 180 meters Scaled)
 AF8352
 AF8352                          SUPERSEDED SURVEY CONTROL
 AF8352
 AF8352.No superseded survey control is available for this station.
 AF8352
 AF8352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS952195(NAD 83)
 AF8352_MARKER: DD = SURVEY DISK
 AF8352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8352_SP_SET: HEADWALL
 AF8352_STAMPING: 14V43 1992
 AF8352_MARK LOGO: LADTD 
 AF8352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8352+STABILITY: SURFACE MOTION
 AF8352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8352+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8352
 AF8352  HISTORY     - Date     Condition        Report By
 AF8352  HISTORY     - 1992     MONUMENTED       LADTD
 AF8352
 AF8352                          STATION DESCRIPTION
 AF8352
 AF8352'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8352'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH-NORTHWEST OF
 AF8352'ATHENS, 5.0 MI (8.0 KM) SOUTH OD HOMER AND 14.0 MI (22.5 KM) NORTHEAST
 AF8352'OF MINDEN.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8352'DEVELOPMENT.  TO REACH THE STATION FROM THE COURTHOUSE IN HOMER GO
 AF8352'SOUTHWESTERLY FOR 3.0 MI (4.8 KM) ON U.  S. HIGHWAY 79 AND STATE
 AF8352'HIGHWAY 9 TO WHERE THE TWO HIGHWAYS DIVIDES, TURN LEFT AND GO SOUTH
 AF8352'FOR 3.3 MI (5.3 KM) OR TO REACH THE STATION FROM THE JUNCTION OF STATE
 AF8352'HIGHWAYS 9 AND 518 IN ATHENS GO NORTH FOR 5.0 MI (8.0 KM) ON HIGHWAY 9
 AF8352'TO THE STATION ON THE WEST SIDE OF THE HIGHWAY, JUST NORTH OF THE
 AF8352'LOUISIANA AND NORTHWESTERN RAILROAD CROSSING, SET IN THE SOUTHEAST END
 AF8352'OF A HEADWALL.  THE STATION IS 114.5 FT (34.9 M) EAST-SOUTHEAST FROM
 AF8352'THE CENTER OF A BLACKTOP ROAD LEADING WEST, 113.5 FT (34.6 M)
 AF8352'WEST-NORTHWEST FROM THE WEST RAIL OF THE RAILROAD, 54.0 FT (16.5 M)
 AF8352'WEST FROM A RAILROAD SIGNAL POLE, 42.5 FT (13.0 M) SOUTH-SOUTHWEST
 AF8352'FROM THE CENTER OF THE HIGHWAY, 2.0 FT (0.6 M) WEST-NORTHWEST FROM A
 AF8352'METAL WITNESS POST WITH SIGN ATTACHED AT THE EAST END OF THE HEADWALL,
 AF8352'FLUSH WITH THE HEADWALL AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 AF8352'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8353 ***********************************************************************
 AF8353  DESIGNATION -  14 V 44
 AF8353  PID         -  AF8353
 AF8353  STATE/COUNTY-  LA/CLAIBORNE
 AF8353  USGS QUAD   -  ATHENS (1986)
 AF8353
 AF8353                         *CURRENT SURVEY CONTROL
 AF8353  ___________________________________________________________________
 AF8353* NAD 83(1986)-  32 41 59.     (N)    093 02 31.     (W)     SCALED    
 AF8353* NAVD 88     -       129.830  (meters)     425.95   (feet)  ADJUSTED  
 AF8353  ___________________________________________________________________
 AF8353  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AF8353  DYNAMIC HT  -         129.685 (meters)     425.47  (feet)  COMP
 AF8353  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 AF8353
 AF8353  VERT ORDER  -  SECOND    CLASS I
 AF8353
 AF8353.The horizontal coordinates were scaled from a topographic map and have
 AF8353.an estimated accuracy of +/- 6 seconds.
 AF8353
 AF8353.The orthometric height was determined by differential leveling
 AF8353.and adjusted by the National Geodetic Survey in September 1998..
 AF8353
 AF8353.The geoid height was determined by GEOID03.
 AF8353
 AF8353.The dynamic height is computed by dividing the NAVD 88
 AF8353.geopotential number by the normal gravity value computed on the
 AF8353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8353.degrees latitude (g = 980.6199 gals.).
 AF8353
 AF8353.The modeled gravity was interpolated from observed gravity values.
 AF8353
 AF8353;                    North         East    Units  Estimated Accuracy
 AF8353;SPC LA N     -   244,030.      949,180.      MT  (+/- 180 meters Scaled)
 AF8353
 AF8353                          SUPERSEDED SURVEY CONTROL
 AF8353
 AF8353.No superseded survey control is available for this station.
 AF8353
 AF8353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS960180(NAD 83)
 AF8353_MARKER: DD = SURVEY DISK
 AF8353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8353_STAMPING: 14V44 1992
 AF8353_MARK LOGO: LADTD 
 AF8353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8353+STABILITY: SURFACE MOTION
 AF8353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8353+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8353
 AF8353  HISTORY     - Date     Condition        Report By
 AF8353  HISTORY     - 1992     MONUMENTED       LADTD
 AF8353
 AF8353                          STATION DESCRIPTION
 AF8353
 AF8353'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8353'THE STATION IS LOCATED ABOUT 3.5 FT (1.1 M) NORTH-NORTHWEST OF ATHENS,
 AF8353'6.5 MI (10.5 KM) SOUTH OF HOMER AND 13.5 FT (4.1 M) NORTHEAST OF
 AF8353'MINDEN.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8353'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AF8353'9 AND 518 IN ATHENS, GO NORTH FOR 3.65 MI (5.87 KM) ON HIGHWAY 9 TO
 AF8353'THE STATION SET ON THE RIGHT AT A ROAD CROSSING.  THE STATION IS 97.0
 AF8353'FT (29.6 M) EAST-NORTHEAST FROM THE CENTER OF THE BLACKTOP ROAD
 AF8353'LEADING EAST, 73.0 FT (22.3 M) NORTHWEST FROM A VENT PIPE FOR A GAS
 AF8353'LINE, 71.0 FT (21.6 M) NORTH-NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 AF8353'35.0 FT (10.7 M) WEST-SOUTHWEST FROM A 12-INCH CEDAR TREE, 2.0 FT (0.6
 AF8353'M) SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH
 AF8353'WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8354 ***********************************************************************
 AF8354  DESIGNATION -  14 V 45
 AF8354  PID         -  AF8354
 AF8354  STATE/COUNTY-  LA/CLAIBORNE
 AF8354  USGS QUAD   -  ATHENS (1986)
 AF8354
 AF8354                         *CURRENT SURVEY CONTROL
 AF8354  ___________________________________________________________________
 AF8354* NAD 83(1986)-  32 39 56.     (N)    093 01 51.     (W)     SCALED    
 AF8354* NAVD 88     -       119.699  (meters)     392.71   (feet)  ADJUSTED  
 AF8354  ___________________________________________________________________
 AF8354  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AF8354  DYNAMIC HT  -         119.565 (meters)     392.27  (feet)  COMP
 AF8354  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 AF8354
 AF8354  VERT ORDER  -  SECOND    CLASS I
 AF8354
 AF8354.The horizontal coordinates were scaled from a topographic map and have
 AF8354.an estimated accuracy of +/- 6 seconds.
 AF8354
 AF8354.The orthometric height was determined by differential leveling
 AF8354.and adjusted by the National Geodetic Survey in September 1998..
 AF8354
 AF8354.The geoid height was determined by GEOID03.
 AF8354
 AF8354.The dynamic height is computed by dividing the NAVD 88
 AF8354.geopotential number by the normal gravity value computed on the
 AF8354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8354.degrees latitude (g = 980.6199 gals.).
 AF8354
 AF8354.The modeled gravity was interpolated from observed gravity values.
 AF8354
 AF8354;                    North         East    Units  Estimated Accuracy
 AF8354;SPC LA N     -   240,240.      950,210.      MT  (+/- 180 meters Scaled)
 AF8354
 AF8354                          SUPERSEDED SURVEY CONTROL
 AF8354
 AF8354.No superseded survey control is available for this station.
 AF8354
 AF8354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS971142(NAD 83)
 AF8354_MARKER: DD = SURVEY DISK
 AF8354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8354_STAMPING: 14V45 1995
 AF8354_MARK LOGO: LADTD 
 AF8354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8354+STABILITY: SURFACE MOTION
 AF8354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8354+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8354
 AF8354  HISTORY     - Date     Condition        Report By
 AF8354  HISTORY     - 1995     MONUMENTED       LADTD
 AF8354
 AF8354                          STATION DESCRIPTION
 AF8354
 AF8354'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AF8354'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF ATHENS, 8.0 MI
 AF8354'(12.9 KM) SOUTH OF HOMER AND 13.0 MI (20.9 KM) NORTHEAST OF MINDEN.
 AF8354'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8354'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 518 IN
 AF8354'ATHENS, GO NORTH FOR 1.1 MI (1.8 KM) ON HIGHWAY 9 TO THE STATION SET
 AF8354'ON THE RIGHT AT THE JUNCTION WITH LILES ROAD LEADING EAST. THE STATION
 AF8354'IS 87.0 FT (26.5 M) EAST-NORTHEAST FROM THE CENTER OF THE HIGHWAY,
 AF8354'63.0 FT (19.2 M) SOUTH-SOUTHEAST FROM THE CENTER OF LILES ROAD, 27.0
 AF8354'FT (8.2 M) NORTH-NORTHWEST FROM A POWER POLE NUMBER 83640 WITH 2
 AF8354'TRANSFORMERS ATTACHED, 1.5 FT (0.5 M) NORTH-NORTHWEST FROM A METAL
 AF8354'WITNESS POST WITH SIGN ATTACHED SET AT A GUY WIRE ANCHOR, FLUSH WITH
 AF8354'THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8356 ***********************************************************************
 AF8356  DESIGNATION -  14 V 46
 AF8356  PID         -  AF8356
 AF8356  STATE/COUNTY-  LA/CLAIBORNE
 AF8356  USGS QUAD   -  ATHENS (1986)
 AF8356
 AF8356                         *CURRENT SURVEY CONTROL
 AF8356  ___________________________________________________________________
 AF8356* NAD 83(1986)-  32 38 17.     (N)    093 02 05.     (W)     SCALED    
 AF8356* NAVD 88     -        84.491  (meters)     277.20   (feet)  ADJUSTED  
 AF8356  ___________________________________________________________________
 AF8356  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AF8356  DYNAMIC HT  -          84.397 (meters)     276.89  (feet)  COMP
 AF8356  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 AF8356
 AF8356  VERT ORDER  -  SECOND    CLASS I
 AF8356
 AF8356.The horizontal coordinates were scaled from a topographic map and have
 AF8356.an estimated accuracy of +/- 6 seconds.
 AF8356
 AF8356.The orthometric height was determined by differential leveling
 AF8356.and adjusted by the National Geodetic Survey in September 1998..
 AF8356
 AF8356.The geoid height was determined by GEOID03.
 AF8356
 AF8356.The dynamic height is computed by dividing the NAVD 88
 AF8356.geopotential number by the normal gravity value computed on the
 AF8356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8356.degrees latitude (g = 980.6199 gals.).
 AF8356
 AF8356.The modeled gravity was interpolated from observed gravity values.
 AF8356
 AF8356;                    North         East    Units  Estimated Accuracy
 AF8356;SPC LA N     -   237,190.      949,830.      MT  (+/- 180 meters Scaled)
 AF8356
 AF8356                          SUPERSEDED SURVEY CONTROL
 AF8356
 AF8356.No superseded survey control is available for this station.
 AF8356
 AF8356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS967111(NAD 83)
 AF8356_MARKER: DD = SURVEY DISK
 AF8356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8356_SP_SET: CULVERT HEADWALL
 AF8356_STAMPING: 14V46 1995
 AF8356_MARK LOGO: LADTD 
 AF8356_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8356+STABILITY: SURFACE MOTION
 AF8356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8356+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8356
 AF8356  HISTORY     - Date     Condition        Report By
 AF8356  HISTORY     - 1995     MONUMENTED       LADTD
 AF8356
 AF8356                          STATION DESCRIPTION
 AF8356
 AF8356'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AF8356'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF ATHENS, 7.6
 AF8356'MI (12.2 KM) NORTH-NORTHEAST OF GIBSLAND AND 13.0 MI (20.9 KM)
 AF8356'EAST-NORTHEAST OF MINDEN.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AF8356'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AF8356'OF STATE HIGHWAYS 9, 154 AND 518 IN ATHENS, GO WEST FOR 0.50 MI (0.80
 AF8356'KM) ON HIGWAYS 154 AND 518 TO THE JUNCTION WITH HIGHWAY 154 SOUTH,
 AF8356'TURN LEFT AND GO SOUTH FOR 0.85 MI (1.37 KM) ON HIGHWAY 154 TO THE
 AF8356'STATION ON THE RIGHT, SET IN THE NORTHWEST CORNER OF A 4-CHANNEL BOX
 AF8356'CULVERT NUMBERED 0880604961. THE STATION IS 16.0 FT (4.9 M)
 AF8356'WEST-NORTHWEST FROM THE CENTER OF THE HIGHWAY, 11.0 FT (3.4 M)
 AF8356'SOUTH-SOUTHWEST FROM THE CENTER OF THE WEST END OF THE CULVERT, 1.0 FT
 AF8356'(0.3 M) NORTH-NORTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED
 AF8356'SET AT THE NORTHEAST CORNER OF THE CULVERT, FLUSH WITH THE HEADWALL
 AF8356'AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8357 ***********************************************************************
 AF8357  DESIGNATION -  14 V 47
 AF8357  PID         -  AF8357
 AF8357  STATE/COUNTY-  LA/CLAIBORNE
 AF8357  USGS QUAD   -  ATHENS (1986)
 AF8357
 AF8357                         *CURRENT SURVEY CONTROL
 AF8357  ___________________________________________________________________
 AF8357* NAD 83(1986)-  32 37 53.     (N)    093 03 11.     (W)     SCALED    
 AF8357* NAVD 88     -       114.508  (meters)     375.68   (feet)  ADJUSTED  
 AF8357  ___________________________________________________________________
 AF8357  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AF8357  DYNAMIC HT  -         114.380 (meters)     375.26  (feet)  COMP
 AF8357  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 AF8357
 AF8357  VERT ORDER  -  SECOND    CLASS I
 AF8357
 AF8357.The horizontal coordinates were scaled from a topographic map and have
 AF8357.an estimated accuracy of +/- 6 seconds.
 AF8357
 AF8357.The orthometric height was determined by differential leveling
 AF8357.and adjusted by the National Geodetic Survey in September 1998..
 AF8357
 AF8357.The geoid height was determined by GEOID03.
 AF8357
 AF8357.The dynamic height is computed by dividing the NAVD 88
 AF8357.geopotential number by the normal gravity value computed on the
 AF8357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8357.degrees latitude (g = 980.6199 gals.).
 AF8357
 AF8357.The modeled gravity was interpolated from observed gravity values.
 AF8357
 AF8357;                    North         East    Units  Estimated Accuracy
 AF8357;SPC LA N     -   236,460.      948,100.      MT  (+/- 180 meters Scaled)
 AF8357
 AF8357                          SUPERSEDED SURVEY CONTROL
 AF8357
 AF8357.No superseded survey control is available for this station.
 AF8357
 AF8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS950104(NAD 83)
 AF8357_MARKER: DD = SURVEY DISK
 AF8357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8357_STAMPING: 14V47 1995
 AF8357_MARK LOGO: LADTD 
 AF8357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8357+STABILITY: SURFACE MOTION
 AF8357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8357+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8357
 AF8357  HISTORY     - Date     Condition        Report By
 AF8357  HISTORY     - 1995     MONUMENTED       LADTD
 AF8357
 AF8357                          STATION DESCRIPTION
 AF8357
 AF8357'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AF8357'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHWEST OF ATHENS, 6.2
 AF8357'MI (10.0 KM) NORTH OF GIBSLAND AND 12.5 MI (20.1 KM) EAST-NORTHEAST OF
 AF8357'MINDEN.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8357'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AF8357'9, 154 AND 518 IN ATHENS, GO WEST FOR 0.50 MI (0.80 KM) ON HIGHWAYS
 AF8357'154 AND 518 TO THE JUNCTION WITH HIGHWAY 154 SOUTH, TURN LEFT AND GO
 AF8357'SOUTH FOR 2.15 MI (3.46 KM) ON HIGHWAY 154 TO THE STATION ON THE RIGHT
 AF8357'SET NEAR A POWER POLE.  THE STATION IS 51.5 FT (15.7 M) NORTHWEST FROM
 AF8357'THE CENTER OF THE HIGHWAY, 51.0 FT (15.5 M) NORTHEAST FROM THE CENTER
 AF8357'OF A WOODS ROAD LEADING WEST, 5.0 FT (1.5 M) SOUTH-SOUTHWEST FROM A
 AF8357'POWER POLE NUMBER 39, 1.0 FT (0.3 M) SOUTHEAST FROM A METAL WITNESS
 AF8357'POST WITH SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 4.0
 AF8357'FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8358 ***********************************************************************
 AF8358  DESIGNATION -  14 V 48
 AF8358  PID         -  AF8358
 AF8358  STATE/COUNTY-  LA/CLAIBORNE
 AF8358  USGS QUAD   -  GIBSLAND (1986)
 AF8358
 AF8358                         *CURRENT SURVEY CONTROL
 AF8358  ___________________________________________________________________
 AF8358* NAD 83(1986)-  32 36 53.     (N)    093 03 23.     (W)     SCALED    
 AF8358* NAVD 88     -        72.723  (meters)     238.59   (feet)  ADJUSTED  
 AF8358  ___________________________________________________________________
 AF8358  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AF8358  DYNAMIC HT  -          72.642 (meters)     238.33  (feet)  COMP
 AF8358  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 AF8358
 AF8358  VERT ORDER  -  SECOND    CLASS I
 AF8358
 AF8358.The horizontal coordinates were scaled from a topographic map and have
 AF8358.an estimated accuracy of +/- 6 seconds.
 AF8358
 AF8358.The orthometric height was determined by differential leveling
 AF8358.and adjusted by the National Geodetic Survey in September 1998..
 AF8358
 AF8358.The geoid height was determined by GEOID03.
 AF8358
 AF8358.The dynamic height is computed by dividing the NAVD 88
 AF8358.geopotential number by the normal gravity value computed on the
 AF8358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8358.degrees latitude (g = 980.6199 gals.).
 AF8358
 AF8358.The modeled gravity was interpolated from observed gravity values.
 AF8358
 AF8358;                    North         East    Units  Estimated Accuracy
 AF8358;SPC LA N     -   234,610.      947,780.      MT  (+/- 180 meters Scaled)
 AF8358
 AF8358                          SUPERSEDED SURVEY CONTROL
 AF8358
 AF8358.No superseded survey control is available for this station.
 AF8358
 AF8358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS947085(NAD 83)
 AF8358_MARKER: DD = SURVEY DISK
 AF8358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8358_STAMPING: 14V48 1995
 AF8358_MARK LOGO: LADTD 
 AF8358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8358+STABILITY: SURFACE MOTION
 AF8358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8358+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8358
 AF8358  HISTORY     - Date     Condition        Report By
 AF8358  HISTORY     - 1995     MONUMENTED       LADTD
 AF8358
 AF8358                          STATION DESCRIPTION
 AF8358
 AF8358'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AF8358'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF ATHENS, 4.9
 AF8358'MI (7.9 KM) NORTH OF GIBSLAND AND 12.0 MI (19.3 KM) EAST OF MINDEN.
 AF8358'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8358'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 154 AND 518
 AF8358'IN ATHENS, GO WEST FOR 0.50 MI (0.80 KM) ON HIGHWAYS 154 AND 518 TO
 AF8358'THE JUNCTION WITH HIGHWAY 154 SOUTH, TURN LEFT AND GO SOUTH FOR 3.45
 AF8358'MI (5.55 KM) ON HIGHWAY 154 TO THE STATION ON THE LEFT SET NEAR A
 AF8358'POWER POLE. THE STATION IS 48.0 FT (14.6 M) NORTHEAST FROM THE CENTER
 AF8358'OF THE HIGHWAY, 5.5 FT (1.7 M) NORTWEST FROM THE POWER POLE, 2.0 FT
 AF8358'(0.6 M) SOUTHWEST FROM A 4-STRAND BARBED WIRE FENCE, 1.5 FT (0.5 M)
 AF8358'SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, RECESSED 1
 AF8358'INCH BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8359 ***********************************************************************
 AF8359  DESIGNATION -  14 V 49
 AF8359  PID         -  AF8359
 AF8359  STATE/COUNTY-  LA/CLAIBORNE
 AF8359  USGS QUAD   -  GIBSLAND (1986)
 AF8359
 AF8359                         *CURRENT SURVEY CONTROL
 AF8359  ___________________________________________________________________
 AF8359* NAD 83(1986)-  32 36 03.     (N)    093 03 41.     (W)     SCALED    
 AF8359* NAVD 88     -        82.507  (meters)     270.69   (feet)  ADJUSTED  
 AF8359  ___________________________________________________________________
 AF8359  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AF8359  DYNAMIC HT  -          82.415 (meters)     270.39  (feet)  COMP
 AF8359  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 AF8359
 AF8359  VERT ORDER  -  SECOND    CLASS I
 AF8359
 AF8359.The horizontal coordinates were scaled from a topographic map and have
 AF8359.an estimated accuracy of +/- 6 seconds.
 AF8359
 AF8359.The orthometric height was determined by differential leveling
 AF8359.and adjusted by the National Geodetic Survey in September 1998..
 AF8359
 AF8359.The geoid height was determined by GEOID03.
 AF8359
 AF8359.The dynamic height is computed by dividing the NAVD 88
 AF8359.geopotential number by the normal gravity value computed on the
 AF8359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8359.degrees latitude (g = 980.6199 gals.).
 AF8359
 AF8359.The modeled gravity was interpolated from observed gravity values.
 AF8359
 AF8359;                    North         East    Units  Estimated Accuracy
 AF8359;SPC LA N     -   233,070.      947,300.      MT  (+/- 180 meters Scaled)
 AF8359
 AF8359                          SUPERSEDED SURVEY CONTROL
 AF8359
 AF8359.No superseded survey control is available for this station.
 AF8359
 AF8359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS942070(NAD 83)
 AF8359_MARKER: DD = SURVEY DISK
 AF8359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8359_STAMPING: 14V49 1995
 AF8359_MARK LOGO: LADTD 
 AF8359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8359+STABILITY: SURFACE MOTION
 AF8359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8359+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8359
 AF8359  HISTORY     - Date     Condition        Report By
 AF8359  HISTORY     - 1995     MONUMENTED       LADTD
 AF8359
 AF8359                          STATION DESCRIPTION
 AF8359
 AF8359'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AF8359'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF GIBSLAND, 4.5 MI
 AF8359'(7.2 KM) SOUTHWEST OF ATHENS AND 12.5 MI (20.1 KM) EAST OF MINDEN.
 AF8359'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8359'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 154 AND 518
 AF8359'IN ATHENS, GO WEST FOR 0.50 MI (0.80 KM) ON HIGHWAYS 154 AND 518 TO
 AF8359'THE JUNCTION WITH HIGHWAY 154 SOUTH, TURN LEFT AND GO SOUTH FOR 4.6 MI
 AF8359'(7.4 KM) ON HIGHWAY 154 TO THE STATION OR TO REACH THE STATION FROM
 AF8359'THE WEST JUNCTION OF U.S.  HIGHWAY 80 AND HIGHWAY 154 IN GIBSLAND, GO
 AF8359'NORTH FOR 4.0 MI (6.4 KM) ON HIGHWAY 154 TO THE STATION SET ON THE
 AF8359'WEST SIDE OF THE HIGHWAY AT A PIPELINE CROSSING.  THE STATION IS 49.5
 AF8359'FT (15.1 M) WEST FROM THE CENTER OF THE HIGHWAY, 45.0 FT (13.7 M)
 AF8359'NORTH FROM THE CENTER OF THE PIPELINE, 9.0 FT (2.7 M) NORTH FROM A
 AF8359'TELEPHONE JUNCTION BOX NUMBER 6000, 8.5 FT (2.6 M) SOUTH FROM A POWER
 AF8359'POLE, 2.0 FT (0.6 M) EAST FROM A 4 STRAND BARBED WIRE FENCE, 1.5 FT
 AF8359'(0.5 M) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH
 AF8359'THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 AF8359'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1428 ***********************************************************************
 CQ1428  DESIGNATION -  14 V 5
 CQ1428  PID         -  CQ1428
 CQ1428  STATE/COUNTY-  LA/CLAIBORNE
 CQ1428  USGS QUAD   -  BLACKBURN (1986)
 CQ1428
 CQ1428                         *CURRENT SURVEY CONTROL
 CQ1428  ___________________________________________________________________
 CQ1428* NAD 83(1986)-  32 49 35.     (N)    093 10 24.     (W)     SCALED    
 CQ1428* NAVD 88     -        84.813  (meters)     278.26   (feet)  ADJUSTED  
 CQ1428  ___________________________________________________________________
 CQ1428  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1428  DYNAMIC HT  -          84.719 (meters)     277.95  (feet)  COMP
 CQ1428  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 CQ1428
 CQ1428  VERT ORDER  -  SECOND    CLASS 0
 CQ1428
 CQ1428.The horizontal coordinates were scaled from a topographic map and have
 CQ1428.an estimated accuracy of +/- 6 seconds.
 CQ1428
 CQ1428.The orthometric height was determined by differential leveling
 CQ1428.and adjusted by the National Geodetic Survey in June 1991..
 CQ1428
 CQ1428.The geoid height was determined by GEOID03.
 CQ1428
 CQ1428.The dynamic height is computed by dividing the NAVD 88
 CQ1428.geopotential number by the normal gravity value computed on the
 CQ1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1428.degrees latitude (g = 980.6199 gals.).
 CQ1428
 CQ1428.The modeled gravity was interpolated from observed gravity values.
 CQ1428
 CQ1428;                    North         East    Units  Estimated Accuracy
 CQ1428;SPC LA N     -   258,150.      936,950.      MT  (+/- 180 meters Scaled)
 CQ1428
 CQ1428                          SUPERSEDED SURVEY CONTROL
 CQ1428
 CQ1428  NGVD 29 (??/??/??)   84.874  (m)          278.46   (f) ADJUSTED    2 0
 CQ1428
 CQ1428.Superseded values are not recommended for survey control.
 CQ1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1428.See file dsdata.txt to determine how the superseded data were derived.
 CQ1428
 CQ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS837320(NAD 83)
 CQ1428_MARKER: DD = SURVEY DISK
 CQ1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1428_STAMPING: 14V5 1969
 CQ1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1428+STABILITY: SURFACE MOTION
 CQ1428
 CQ1428  HISTORY     - Date     Condition        Report By
 CQ1428  HISTORY     - 1969     MONUMENTED       LADH
 CQ1428  HISTORY     - 1969     GOOD             LADH
 CQ1428  HISTORY     - 19931121 GOOD             USPSQD
 CQ1428
 CQ1428                          STATION DESCRIPTION
 CQ1428
 CQ1428'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1428'9.0 MI NW FROM HOMER.
 CQ1428'ABOUT 7.7 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1428'LOUISIANA HIGHWAY 2 AND U. S. 79 AT HOMER.  IT IS 196 FEET SOUTH OF
 CQ1428'CENTERLINE OF LOUISIANA HIGHWAY 2, 85 FEET NORTH OF OLD ROAD GOING
 CQ1428'THROUGH A PASTURE, 81 FEET NORTHEAST OF BREATHER PIPE ON UNITED GAS
 CQ1428'PIPELINE, 53 FEET NORTHEAST OF POWER POLE NUMBERR 2318, 1 FOOT WEST OF
 CQ1428'A 3 STRAND BARBED WIRE FENCE.  SET IN TOP OF CONCRETE POST PROJECTING
 CQ1428'2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT
 CQ1428'SOUTHWEST OF THE MARK.  SECTION 10, T 21N, R 8W.
 CQ1428
 CQ1428                          STATION RECOVERY (1993)
 CQ1428
 CQ1428'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1429 ***********************************************************************
 CQ1429  DESIGNATION -  14 V 6
 CQ1429  PID         -  CQ1429
 CQ1429  STATE/COUNTY-  LA/CLAIBORNE
 CQ1429  USGS QUAD   -  BLACKBURN (1986)
 CQ1429
 CQ1429                         *CURRENT SURVEY CONTROL
 CQ1429  ___________________________________________________________________
 CQ1429* NAD 83(1986)-  32 49 08.     (N)    093 09 30.     (W)     SCALED    
 CQ1429* NAVD 88     -       103.026  (meters)     338.01   (feet)  ADJUSTED  
 CQ1429  ___________________________________________________________________
 CQ1429  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1429  DYNAMIC HT  -         102.912 (meters)     337.64  (feet)  COMP
 CQ1429  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CQ1429
 CQ1429  VERT ORDER  -  SECOND    CLASS 0
 CQ1429
 CQ1429.The horizontal coordinates were scaled from a topographic map and have
 CQ1429.an estimated accuracy of +/- 6 seconds.
 CQ1429
 CQ1429.The orthometric height was determined by differential leveling
 CQ1429.and adjusted by the National Geodetic Survey in June 1991..
 CQ1429
 CQ1429.The geoid height was determined by GEOID03.
 CQ1429
 CQ1429.The dynamic height is computed by dividing the NAVD 88
 CQ1429.geopotential number by the normal gravity value computed on the
 CQ1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1429.degrees latitude (g = 980.6199 gals.).
 CQ1429
 CQ1429.The modeled gravity was interpolated from observed gravity values.
 CQ1429
 CQ1429;                    North         East    Units  Estimated Accuracy
 CQ1429;SPC LA N     -   257,310.      938,350.      MT  (+/- 180 meters Scaled)
 CQ1429
 CQ1429                          SUPERSEDED SURVEY CONTROL
 CQ1429
 CQ1429  NGVD 29 (??/??/??)  103.087  (m)          338.21   (f) ADJUSTED    2 0
 CQ1429
 CQ1429.Superseded values are not recommended for survey control.
 CQ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1429.See file dsdata.txt to determine how the superseded data were derived.
 CQ1429
 CQ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS851312(NAD 83)
 CQ1429_MARKER: DD = SURVEY DISK
 CQ1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1429_STAMPING: 14V6 1969
 CQ1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1429+STABILITY: SURFACE MOTION
 CQ1429
 CQ1429  HISTORY     - Date     Condition        Report By
 CQ1429  HISTORY     - 1969     MONUMENTED       LADH
 CQ1429  HISTORY     - 1969     GOOD             LADH
 CQ1429  HISTORY     - 19931121 GOOD             USPSQD
 CQ1429
 CQ1429                          STATION DESCRIPTION
 CQ1429
 CQ1429'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1429'7.9 MI NW FROM HOMER.
 CQ1429'ABOUT 6.6 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1429'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 200 FEET SOUTH OF
 CQ1429'LOUISIANA HIGHWAY 2, 119 FEET WEST OF LOUISIANA HIGHWAY 534, 40 FEET
 CQ1429'SOUTH OF SOUTHEAST CORNER OF FRAME RESIDENCE OF VERN HOLLENSHEAD, 33
 CQ1429'FEET WEST OF 14 INCH PECAN TREE, 1 FOOT SOUTH. OF BARBED WIRE FENCE.
 CQ1429'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 CQ1429'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
 CQ1429'SECTION 11, T 21N, R 8W.
 CQ1429
 CQ1429                          STATION RECOVERY (1993)
 CQ1429
 CQ1429'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1430 ***********************************************************************
 CQ1430  DESIGNATION -  14 V 7
 CQ1430  PID         -  CQ1430
 CQ1430  STATE/COUNTY-  LA/CLAIBORNE
 CQ1430  USGS QUAD   -  BLACKBURN (1986)
 CQ1430
 CQ1430                         *CURRENT SURVEY CONTROL
 CQ1430  ___________________________________________________________________
 CQ1430* NAD 83(1986)-  32 48 45.     (N)    093 08 42.     (W)     SCALED    
 CQ1430* NAVD 88     -        90.549  (meters)     297.08   (feet)  ADJUSTED  
 CQ1430  ___________________________________________________________________
 CQ1430  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1430  DYNAMIC HT  -          90.448 (meters)     296.74  (feet)  COMP
 CQ1430  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 CQ1430
 CQ1430  VERT ORDER  -  SECOND    CLASS 0
 CQ1430
 CQ1430.The horizontal coordinates were scaled from a topographic map and have
 CQ1430.an estimated accuracy of +/- 6 seconds.
 CQ1430
 CQ1430.The orthometric height was determined by differential leveling
 CQ1430.and adjusted by the National Geodetic Survey in June 1991..
 CQ1430
 CQ1430.The geoid height was determined by GEOID03.
 CQ1430
 CQ1430.The dynamic height is computed by dividing the NAVD 88
 CQ1430.geopotential number by the normal gravity value computed on the
 CQ1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1430.degrees latitude (g = 980.6199 gals.).
 CQ1430
 CQ1430.The modeled gravity was interpolated from observed gravity values.
 CQ1430
 CQ1430;                    North         East    Units  Estimated Accuracy
 CQ1430;SPC LA N     -   256,590.      939,590.      MT  (+/- 180 meters Scaled)
 CQ1430
 CQ1430                          SUPERSEDED SURVEY CONTROL
 CQ1430
 CQ1430  NGVD 29 (??/??/??)   90.610  (m)          297.28   (f) ADJUSTED    2 0
 CQ1430
 CQ1430.Superseded values are not recommended for survey control.
 CQ1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1430.See file dsdata.txt to determine how the superseded data were derived.
 CQ1430
 CQ1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS864305(NAD 83)
 CQ1430_MARKER: DD = SURVEY DISK
 CQ1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1430_STAMPING: 14V7 1969
 CQ1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1430+STABILITY: SURFACE MOTION
 CQ1430
 CQ1430  HISTORY     - Date     Condition        Report By
 CQ1430  HISTORY     - 1969     MONUMENTED       LADH
 CQ1430  HISTORY     - 1969     GOOD             LADH
 CQ1430  HISTORY     - 19931121 MARK NOT FOUND   USPSQD
 CQ1430
 CQ1430                          STATION DESCRIPTION
 CQ1430
 CQ1430'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1430'7.0 MI NW FROM HOMER.
 CQ1430'ABOUT 5.7 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1430'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER.  IT IS 234 FEET SOUTHWEST OF
 CQ1430'SOUTH HEADWALL ON 24 INCH PIPE UNDER LOUISIANA HIGHWAY 2, 215 FEET
 CQ1430'SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 285 FEET WEST OF CREEK, 56
 CQ1430'FEET CAST OF AND OLD DIRT ROAD IN A PINE THICKET.  SET IN THE TOP OF A
 CQ1430'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CQ1430'POST IS SET 1.0 FOOT WEST OF THE MARK.  SECTION 13, T 21N, R 8W.
 CQ1430
 CQ1430                          STATION RECOVERY (1993)
 CQ1430
 CQ1430'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1431 ***********************************************************************
 CQ1431  DESIGNATION -  14 V 8
 CQ1431  PID         -  CQ1431
 CQ1431  STATE/COUNTY-  LA/CLAIBORNE
 CQ1431  USGS QUAD   -  BLACKBURN (1986)
 CQ1431
 CQ1431                         *CURRENT SURVEY CONTROL
 CQ1431  ___________________________________________________________________
 CQ1431* NAD 83(1986)-  32 48 36.     (N)    093 08 00.     (W)     SCALED    
 CQ1431* NAVD 88     -        97.421  (meters)     319.62   (feet)  ADJUSTED  
 CQ1431  ___________________________________________________________________
 CQ1431  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1431  DYNAMIC HT  -          97.312 (meters)     319.26  (feet)  COMP
 CQ1431  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CQ1431
 CQ1431  VERT ORDER  -  SECOND    CLASS 0
 CQ1431
 CQ1431.The horizontal coordinates were scaled from a topographic map and have
 CQ1431.an estimated accuracy of +/- 6 seconds.
 CQ1431
 CQ1431.The orthometric height was determined by differential leveling
 CQ1431.and adjusted by the National Geodetic Survey in June 1991..
 CQ1431
 CQ1431.The geoid height was determined by GEOID03.
 CQ1431
 CQ1431.The dynamic height is computed by dividing the NAVD 88
 CQ1431.geopotential number by the normal gravity value computed on the
 CQ1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1431.degrees latitude (g = 980.6199 gals.).
 CQ1431
 CQ1431.The modeled gravity was interpolated from observed gravity values.
 CQ1431
 CQ1431;                    North         East    Units  Estimated Accuracy
 CQ1431;SPC LA N     -   256,310.      940,690.      MT  (+/- 180 meters Scaled)
 CQ1431
 CQ1431                          SUPERSEDED SURVEY CONTROL
 CQ1431
 CQ1431  NGVD 29 (??/??/??)   97.482  (m)          319.82   (f) ADJUSTED    2 0
 CQ1431
 CQ1431.Superseded values are not recommended for survey control.
 CQ1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1431.See file dsdata.txt to determine how the superseded data were derived.
 CQ1431
 CQ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS875302(NAD 83)
 CQ1431_MARKER: DD = SURVEY DISK
 CQ1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1431_STAMPING: 14V8 1969
 CQ1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1431+STABILITY: SURFACE MOTION
 CQ1431
 CQ1431  HISTORY     - Date     Condition        Report By
 CQ1431  HISTORY     - 1969     MONUMENTED       LADH
 CQ1431  HISTORY     - 1969     GOOD             LADH
 CQ1431  HISTORY     - 19931121 GOOD             USPSQD
 CQ1431
 CQ1431                          STATION DESCRIPTION
 CQ1431
 CQ1431'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1431'6.3 MI NW FROM HOMER.
 CQ1431'ABOUT 5.0 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1431'LOUISIANA HIGHWAY 2 AND U. S. 79 AT HOMER.  IT IS 118 FEET SOUTH OF
 CQ1431'CENTERLINE OF LOUISIANA HIGHWAY 2, 120 FEET NORTHEAST OF JUNCTION OF
 CQ1431'OIL FIELD ROAD AND GRAVEL ROAD, 106 FEET NORTH OF CENTERLINE OF OIL
 CQ1431'FIELD ROAD, 163 FEET EAST OF EAST END OF 18 INCH R.C. PIPE UNDER OIL
 CQ1431'FIELD ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CQ1431'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 3.0 FEET SOUTH OF THE
 CQ1431'MARK.  SECTION 18, T 21N, R 7W.
 CQ1431
 CQ1431                          STATION RECOVERY (1993)
 CQ1431
 CQ1431'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1432 ***********************************************************************
 CQ1432  DESIGNATION -  14 V 9
 CQ1432  PID         -  CQ1432
 CQ1432  STATE/COUNTY-  LA/CLAIBORNE
 CQ1432  USGS QUAD   -  HOMER (1986)
 CQ1432
 CQ1432                         *CURRENT SURVEY CONTROL
 CQ1432  ___________________________________________________________________
 CQ1432* NAD 83(1986)-  32 48 38.     (N)    093 07 01.     (W)     SCALED    
 CQ1432* NAVD 88     -       129.889  (meters)     426.14   (feet)  ADJUSTED  
 CQ1432  ___________________________________________________________________
 CQ1432  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1432  DYNAMIC HT  -         129.745 (meters)     425.67  (feet)  COMP
 CQ1432  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CQ1432
 CQ1432  VERT ORDER  -  SECOND    CLASS 0
 CQ1432
 CQ1432.The horizontal coordinates were scaled from a topographic map and have
 CQ1432.an estimated accuracy of +/- 6 seconds.
 CQ1432
 CQ1432.The orthometric height was determined by differential leveling
 CQ1432.and adjusted by the National Geodetic Survey in June 1991..
 CQ1432
 CQ1432.The geoid height was determined by GEOID03.
 CQ1432
 CQ1432.The dynamic height is computed by dividing the NAVD 88
 CQ1432.geopotential number by the normal gravity value computed on the
 CQ1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1432.degrees latitude (g = 980.6199 gals.).
 CQ1432
 CQ1432.The modeled gravity was interpolated from observed gravity values.
 CQ1432
 CQ1432;                    North         East    Units  Estimated Accuracy
 CQ1432;SPC LA N     -   256,360.      942,220.      MT  (+/- 180 meters Scaled)
 CQ1432
 CQ1432                          SUPERSEDED SURVEY CONTROL
 CQ1432
 CQ1432  NGVD 29 (??/??/??)  129.950  (m)          426.34   (f) ADJUSTED    2 0
 CQ1432
 CQ1432.Superseded values are not recommended for survey control.
 CQ1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1432.See file dsdata.txt to determine how the superseded data were derived.
 CQ1432
 CQ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS890302(NAD 83)
 CQ1432_MARKER: DD = SURVEY DISK
 CQ1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1432_STAMPING: 14V9 1969
 CQ1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1432+STABILITY: SURFACE MOTION
 CQ1432
 CQ1432  HISTORY     - Date     Condition        Report By
 CQ1432  HISTORY     - 1969     MONUMENTED       LADH
 CQ1432  HISTORY     - 1969     GOOD             LADH
 CQ1432  HISTORY     - 19931121 GOOD             USPSQD
 CQ1432
 CQ1432                          STATION DESCRIPTION
 CQ1432
 CQ1432'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1432'5.3 MI NW FROM HOMER.
 CQ1432'ABOUT 4.0 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1432'LOUISIANA HIGHWAY 2 AND U.S. 79 AT HOMER, 2.4 MILES WEST OF JUNCTION
 CQ1432'OF LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 540 AT HOMER.  IT IS 153
 CQ1432'FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 122 FEET WEST OF
 CQ1432'CENTERLINE OF GRAVEL ROAD, 135 FEET NORTHWEST OF WEST HEADWALL OF 18
 CQ1432'INCH R.C. PIPE UNDER GRAVEL ROAD, 92 FEET NORTH OF BARBED WIRE FENCE
 CQ1432'ALONG LOUISIANA HIGHWAY 2.  SET IN THE TOP OF A CONCRETE POST
 CQ1432'PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CQ1432'FOOT NORTH OF THE MARK.  SECTION 17, T 21N, R 7W.
 CQ1432
 CQ1432                          STATION RECOVERY (1993)
 CQ1432
 CQ1432'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4059 ***********************************************************************
 BJ4059  DESIGNATION -  140 59
 BJ4059  PID         -  BJ4059
 BJ4059  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4059  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4059
 BJ4059                         *CURRENT SURVEY CONTROL
 BJ4059  ___________________________________________________________________
 BJ4059* NAD 83(1986)-  30 28 03.     (N)    091 03 36.     (W)     SCALED    
 BJ4059* NAVD 88     -        15.182  (meters)      49.81   (feet)  ADJUSTED  
 BJ4059  ___________________________________________________________________
 BJ4059  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4059  DYNAMIC HT  -          15.162 (meters)      49.74  (feet)  COMP
 BJ4059  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ4059
 BJ4059  VERT ORDER  -  SECOND    CLASS II
 BJ4059
 BJ4059.The horizontal coordinates were scaled from a topographic map and have
 BJ4059.an estimated accuracy of +/- 6 seconds.
 BJ4059
 BJ4059.The orthometric height was determined by differential leveling
 BJ4059.and adjusted by the National Geodetic Survey in February 1994..
 BJ4059
 BJ4059.The geoid height was determined by GEOID03.
 BJ4059
 BJ4059.The dynamic height is computed by dividing the NAVD 88
 BJ4059.geopotential number by the normal gravity value computed on the
 BJ4059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4059.degrees latitude (g = 980.6199 gals.).
 BJ4059
 BJ4059.The modeled gravity was interpolated from observed gravity values.
 BJ4059
 BJ4059;                    North         East    Units  Estimated Accuracy
 BJ4059;SPC LA S     -   218,120.    1,026,250.      MT  (+/- 180 meters Scaled)
 BJ4059
 BJ4059                          SUPERSEDED SURVEY CONTROL
 BJ4059
 BJ4059.No superseded survey control is available for this station.
 BJ4059
 BJ4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP862721(NAD 83)
 BJ4059_MARKER: DB = BENCH MARK DISK
 BJ4059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4059_SP_SET: CONCRETE POST
 BJ4059_STAMPING: 140-59 1959
 BJ4059_MARK LOGO: LA-033
 BJ4059_PROJECTION: RECESSED 6 CENTIMETERS
 BJ4059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4059+STABILITY: SURFACE MOTION
 BJ4059
 BJ4059  HISTORY     - Date     Condition        Report By
 BJ4059  HISTORY     - 1959     MONUMENTED       LA-033
 BJ4059  HISTORY     - 1987     GOOD             LA-033
 BJ4059
 BJ4059                          STATION DESCRIPTION
 BJ4059
 BJ4059'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4059'IN BATON ROUGE.
 BJ4059'LOCATED EAST OF BATON ROUGE ON CHALICE DRIVE OFF OF SHERWOOD FOREST
 BJ4059'BOULEVARD, AND ABOUT 0.48 KM (0.3 MI) SOUTH ON SHERWOOD FOREST
 BJ4059'BOULEVARD FROM SOUTH CHOCTAW ROAD TO CHALICE DRIVE ON THE RIGHT AND
 BJ4059'BENCH MARK SET ON CHALICE ABOUT 61 METERS (200 FT) FROM SHERWOOD
 BJ4059'FOREST BOULEVARD, 19.5 METERS (64 FT) EAST OF THE CENTERLINE OF A
 BJ4059'DRIVEWAY, 8.8 METERS (29 FT) NORTH OF THE CENTER OF CHALICE DRIVE,
 BJ4059'AND 3.4 METERS (11.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN
 BJ4059'LINK FENCE AROUND SMALL PLAYGROUND.
 BJ4059'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 BJ4059'THE MARK IS 0.31 M BELOW CHALICE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1157 ***********************************************************************
 CP1157  DESIGNATION -  1400 A BOLT
 CP1157  PID         -  CP1157
 CP1157  STATE/COUNTY-  LA/EAST CARROLL
 CP1157  USGS QUAD   -  FITLER (1994)
 CP1157
 CP1157                         *CURRENT SURVEY CONTROL
 CP1157  ___________________________________________________________________
 CP1157* NAD 83(1986)-  32 42 40.     (N)    091 06 53.     (W)     SCALED    
 CP1157* NAVD 88     -        29.62   (+/-2cm)      97.2    (feet)  VERTCON   
 CP1157  ___________________________________________________________________
 CP1157  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1157
 CP1157  VERT ORDER  -  ? (See Below)
 CP1157
 CP1157.The horizontal coordinates were scaled from a topographic map and have
 CP1157.an estimated accuracy of +/- 6 seconds.
 CP1157
 CP1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1157.The vertical order pertains to the NGVD 29 superseded value.
 CP1157
 CP1157.The geoid height was determined by GEOID03.
 CP1157
 CP1157;                    North         East    Units  Estimated Accuracy
 CP1157;SPC LA N     -   246,000.    1,129,880.      MT  (+/- 180 meters Scaled)
 CP1157
 CP1157                          SUPERSEDED SURVEY CONTROL
 CP1157
 CP1157  NGVD 29 (??/??/92)   29.669  (m)           97.34   (f) ADJ UNCH    ?  
 CP1157
 CP1157.Superseded values are not recommended for survey control.
 CP1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1157.See file dsdata.txt to determine how the superseded data were derived.
 CP1157
 CP1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS767208(NAD 83)
 CP1157_MARKER: B = BOLT
 CP1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1157_SP_SET: STONE
 CP1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1157+STABILITY: SURFACE MOTION
 CP1157
 CP1157  HISTORY     - Date     Condition        Report By
 CP1157  HISTORY     - UNK      MONUMENTED       DOD
 CP1157  HISTORY     - 1934     GOOD             DOD
 CP1157  HISTORY     - 1947     POOR             DOD
 CP1157
 CP1157                          STATION DESCRIPTION
 CP1157
 CP1157'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1157'9 MI SE FROM LAKE PROVIDENCE.
 CP1157'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1157'MISSISSIPPI RIVER, EAST CARROLL PARISH, LOUISIANA, APPROXIMATELY 9
 CP1157'MILES SOUTHEAST OF LAKE PROVIDENCE, LA.  866 FEET NORTHWEST OF LEVEE
 CP1157'STATION NO. 1400.  APPROXIMATELY 2000 FEET SOUTH OF B.M. 66 M.  IN OLD
 CP1157'FIELD GROWN UP IN BRIERS AND BRUSH.
 CP1157
 CP1157                          STATION RECOVERY (1947)
 CP1157
 CP1157'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1947
 CP1157'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1156 ***********************************************************************
 CP1156  DESIGNATION -  1400 A CAP
 CP1156  PID         -  CP1156
 CP1156  STATE/COUNTY-  LA/EAST CARROLL
 CP1156  USGS QUAD   -  FITLER (1994)
 CP1156
 CP1156                         *CURRENT SURVEY CONTROL
 CP1156  ___________________________________________________________________
 CP1156* NAD 83(1986)-  32 42 40.     (N)    091 06 53.     (W)     SCALED    
 CP1156* NAVD 88     -        30.82   (+/-2cm)     101.1    (feet)  VERTCON   
 CP1156  ___________________________________________________________________
 CP1156  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1156
 CP1156  VERT ORDER  -  ? (See Below)
 CP1156
 CP1156.The horizontal coordinates were scaled from a topographic map and have
 CP1156.an estimated accuracy of +/- 6 seconds.
 CP1156
 CP1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1156.The vertical order pertains to the NGVD 29 superseded value.
 CP1156
 CP1156.The geoid height was determined by GEOID03.
 CP1156
 CP1156;                    North         East    Units  Estimated Accuracy
 CP1156;SPC LA N     -   246,000.    1,129,880.      MT  (+/- 180 meters Scaled)
 CP1156
 CP1156                          SUPERSEDED SURVEY CONTROL
 CP1156
 CP1156  NGVD 29 (??/??/92)   30.874  (m)          101.29   (f) ADJ UNCH    ?  
 CP1156
 CP1156.Superseded values are not recommended for survey control.
 CP1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1156.See file dsdata.txt to determine how the superseded data were derived.
 CP1156
 CP1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS767208(NAD 83)
 CP1156_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1156
 CP1156  HISTORY     - Date     Condition        Report By
 CP1156  HISTORY     - UNK      MONUMENTED       DOD
 CP1156  HISTORY     - 1934     GOOD             DOD
 CP1156  HISTORY     - 1947     POOR             DOD
 CP1156
 CP1156                          STATION DESCRIPTION
 CP1156
 CP1156'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1156'9 MI SE FROM LAKE PROVIDENCE.
 CP1156'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1156'MISSISSIPPI RIVER, EAST CARROLL PARISH, LOUISIANA, APPROXIMATELY 9
 CP1156'MILES SOUTHEAST OF LAKE PROVIDENCE, LA.  866 FEET NORTHWEST OF LEVEE
 CP1156'STATION NO. 1400.  APPROXIMATELY 2000 FEET SOUTH OF B.M. 66 M.  IN OLD
 CP1156'FIELD GROWN UP IN BRIERS AND BRUSH.
 CP1156
 CP1156                          STATION RECOVERY (1947)
 CP1156
 CP1156'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1947
 CP1156'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1905 ***********************************************************************
 CQ1905  DESIGNATION -  1401
 CQ1905  PID         -  CQ1905
 CQ1905  STATE/COUNTY-  LA/BOSSIER
 CQ1905  USGS QUAD   -  BENTON (1975)
 CQ1905
 CQ1905                         *CURRENT SURVEY CONTROL
 CQ1905  ___________________________________________________________________
 CQ1905* NAD 83(1992)-  32 43 42.84274(N)    093 44 04.77584(W)     ADJUSTED  
 CQ1905* NAVD 88     -        65.162  (meters)     213.79   (feet)  ADJUSTED  
 CQ1905  ___________________________________________________________________
 CQ1905  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CQ1905  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1905  DYNAMIC HT  -          65.089 (meters)     213.55  (feet)  COMP
 CQ1905  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CQ1905
 CQ1905  HORZ ORDER  -  SECOND
 CQ1905  VERT ORDER  -  FIRST     CLASS II
 CQ1905
 CQ1905.The horizontal coordinates were established by classical geodetic methods
 CQ1905.and adjusted by the National Geodetic Survey in September 1999..
 CQ1905
 CQ1905.The orthometric height was determined by differential leveling
 CQ1905.and adjusted by the National Geodetic Survey in June 1991..
 CQ1905
 CQ1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1905
 CQ1905.The geoid height was determined by GEOID03.
 CQ1905
 CQ1905.The dynamic height is computed by dividing the NAVD 88
 CQ1905.geopotential number by the normal gravity value computed on the
 CQ1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1905.degrees latitude (g = 980.6199 gals.).
 CQ1905
 CQ1905.The modeled gravity was interpolated from observed gravity values.
 CQ1905
 CQ1905;                    North         East     Units Scale Factor Converg.
 CQ1905;SPC LA N     -   247,760.990   884,265.857   MT  1.00001470   -0 39 10.0
 CQ1905;SPC LA N     -   812,862.51  2,901,128.90   sFT  1.00001470   -0 39 10.0
 CQ1905;UTM  15      - 3,621,435.177   431,160.969   MT  0.99965843   -0 23 50.0
 CQ1905
 CQ1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1905!SPC LA N     -   0.99999388  x   1.00001470  =   1.00000858
 CQ1905!UTM  15      -   0.99999388  x   0.99965843  =   0.99965231
 CQ1905
 CQ1905                          SUPERSEDED SURVEY CONTROL
 CQ1905
 CQ1905  NAD 83(1992)-  32 43 42.84257(N)    093 44 04.77475(W) AD(       ) 2
 CQ1905  NAD 83(1986)-  32 43 42.85516(N)    093 44 04.76498(W) AD(       ) 2
 CQ1905  NAD 27      -  32 43 42.33600(N)    093 44 04.12100(W) AD(       ) 2
 CQ1905  NGVD 29 (??/??/??)   65.232  (m)          214.02   (f) ADJUSTED    1 2
 CQ1905
 CQ1905.Superseded values are not recommended for survey control.
 CQ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1905.See file dsdata.txt to determine how the superseded data were derived.
 CQ1905
 CQ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3116121435(NAD 83)
 CQ1905_MARKER: DD = SURVEY DISK
 CQ1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1905_STAMPING: 1401
 CQ1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1905+STABILITY: SURFACE MOTION
 CQ1905
 CQ1905  HISTORY     - Date     Condition        Report By
 CQ1905  HISTORY     - 1950     MONUMENTED       LAGS
 CQ1905  HISTORY     - 1969     GOOD             LADH
 CQ1905  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1905
 CQ1905                          STATION DESCRIPTION
 CQ1905
 CQ1905'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1950 (RLE)
 CQ1905'LOCATED ABOUT 2.4 MILES NORTH OF BENTON ON THE EAST RIGHT-OF-WAY
 CQ1905'OF STATE ROUTE NO 10.  IT IS 40 FEET EAST OF THE CENTER
 CQ1905'OF STATE ROUTE NO 10, 1 FOOT SOUTH OF WITNESS POST AND 25
 CQ1905'FEET SOUTH OF TELEPHONE POLE NO 333.  IT IS A LOUISIANA
 CQ1905'STATE SURVEY TRAVERSE AND BENCH MARK DISK SET IN CONCRETE
 CQ1905'IN THE TOP OF AN 8 INCH TILE PIPE PROJECTING 6 INCHES AND
 CQ1905'STAMPED 1401.
 CQ1905
 CQ1905                          STATION RECOVERY (1969)
 CQ1905
 CQ1905'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1905'2.2 MI N FROM BENTON.
 CQ1905'2.2 MILES NORTH ALONG STATE HIGHWAY 3 FROM ST. LOUIS SOUTHWESTERN
 CQ1905'RAILROAD STATION AT BENTON, 51 FEET EAST OF THE CENTER LINE OF
 CQ1905'HIGHWAY, 165 YARDS NORTH OF CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 CQ1905'EAST, 22 FEET SOUTH OF POWER POLE NO. 66, 0.8 FOOT EAST OF A STEEL
 CQ1905'WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF A
 CQ1905'CONCRETE POST PROJECTING 2 INCHES.
 CQ1905
 CQ1905                          STATION RECOVERY (2002)
 CQ1905
 CQ1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1328 ***********************************************************************
 BW1328  DESIGNATION -  140/4 BOLT USE
 BW1328  PID         -  BW1328
 BW1328  STATE/COUNTY-  LA/CONCORDIA
 BW1328  USGS QUAD   -  FAIRVIEW (1983)
 BW1328
 BW1328                         *CURRENT SURVEY CONTROL
 BW1328  ___________________________________________________________________
 BW1328* NAD 83(1986)-  31 18 08.     (N)    091 32 23.     (W)     SCALED    
 BW1328* NAVD 88     -        16.04   (+/-2cm)      52.6    (feet)  VERTCON   
 BW1328  ___________________________________________________________________
 BW1328  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW1328
 BW1328  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1328
 BW1328.The horizontal coordinates were scaled from a topographic map and have
 BW1328.an estimated accuracy of +/- 6 seconds.
 BW1328
 BW1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1328.The vertical order pertains to the NGVD 29 superseded value.
 BW1328
 BW1328.The geoid height was determined by GEOID03.
 BW1328
 BW1328;                    North         East    Units  Estimated Accuracy
 BW1328;SPC LA N     -    89,350.    1,091,420.      MT  (+/- 180 meters Scaled)
 BW1328
 BW1328                          SUPERSEDED SURVEY CONTROL
 BW1328
 BW1328  NGVD 29 (??/??/92)   16.027  (m)           52.58   (f) ADJ UNCH    1 2
 BW1328
 BW1328.Superseded values are not recommended for survey control.
 BW1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1328.See file dsdata.txt to determine how the superseded data were derived.
 BW1328
 BW1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ389640(NAD 83)
 BW1328_MARKER: B = BOLT
 BW1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1328_SP_SET: STONE
 BW1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1328+STABILITY: SURFACE MOTION
 BW1328
 BW1328  HISTORY     - Date     Condition        Report By
 BW1328  HISTORY     - UNK      MONUMENTED       USE
 BW1328  HISTORY     - 1961     MARK NOT FOUND   USGS
 BW1328  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1328
 BW1328                          STATION DESCRIPTION
 BW1328
 BW1328'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BW1328'6.5 MI NE FROM SLOCUM.
 BW1328'6-1/2 MILES NORTHEAST OF SLOCUM, CONCORDIA PARISH, ON THE WEST BANK OF
 BW1328'MISSISSIPPI RIVER, ON POINT PLANTATION, 2850 FEET WEST OF THE MAIN
 BW1328'LEVEE, 1000 FEET NORTHWEST OF A CABIN IN A LINE OF QUARTERS, ON A
 BW1328'SMALL LEVEE, 325 FEET SOUTH OF A HEDGE FENCE DIVIDING POINT PLEASANT
 BW1328'AND ROSELAND PLANTATIONS, AND 15 FEET NORTHWEST OF A BLAZED IRONWOOD
 BW1328'TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 BW1328'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BW1328'ENGINEERS, U.S. ARMY STANDARD CAP.
 BW1328
 BW1328                          STATION RECOVERY (1966)
 BW1328
 BW1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3205 ***********************************************************************
 DH3205  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3205  DESIGNATION -  1407+40.38=LMS215
 DH3205  PID         -  DH3205
 DH3205  STATE/COUNTY-  LA/POINTE COUPEE
 DH3205  USGS QUAD   -  MORGANZA (1994)
 DH3205
 DH3205                         *CURRENT SURVEY CONTROL
 DH3205  ___________________________________________________________________
 DH3205* NAD 83(1992)-  30 44 56.21908(N)    091 35 59.43992(W)     ADJUSTED  
 DH3205* NAVD 88     -        18.73 **(meters)      61.5  **(feet)  GPS OBS(2004.65)
 DH3205  **This station is located in a subsidence area (see below).
 DH3205  ___________________________________________________________________
 DH3205  X           -    -153,170.665 (meters)                     COMP
 DH3205  Y           -  -5,484,128.093 (meters)                     COMP
 DH3205  Z           -   3,242,000.050 (meters)                     COMP
 DH3205  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DH3205  ELLIP HEIGHT-          -8.55  (meters)          (05/09/05) GPS OBS
 DH3205  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DH3205
 DH3205  HORZ ORDER  -  B
 DH3205  ELLP ORDER  -  FOURTH    CLASS II
 DH3205
 DH3205.The horizontal coordinates were established by GPS observations
 DH3205.and adjusted by the National Geodetic Survey in May 2005..
 DH3205
 DH3205 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3205 ** and geoid heights are valid at the date of observation. These heights
 DH3205 ** must always be validated when used as control.
 DH3205 ** The orthometric height was determined by GPS observations using
 DH3205 ** precise GPS observation and processing techniques and a new
 DH3205 ** realization of GEOID03. It supersedes the leveled height previously
 DH3205 ** determined for this station.
 DH3205 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3205 ** epoch indicated which incorporates improved geoid heights for the
 DH3205 ** Southern Louisiana Subsidence area.
 DH3205 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3205.The orthometric height was determined by GPS observations and a
 DH3205.high-resolution geoid model using precise GPS observation and
 DH3205.processing techniques.
 DH3205
 DH3205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3205
 DH3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3205
 DH3205.The ellipsoidal height was determined by GPS observations
 DH3205.and is referenced to NAD 83.
 DH3205
 DH3205.The geoid height was determined by GEOID03.
 DH3205
 DH3205;                    North         East     Units Scale Factor Converg.
 DH3205;SPC LA S     -   249,319.932   974,480.366   MT  1.00001078   -0 07 59.7
 DH3205;SPC LA S     -   817,977.14  3,197,107.67   sFT  1.00001078   -0 07 59.7
 DH3205;UTM  15      - 3,402,617.161   634,022.647   MT  0.99982158   +0 42 57.5
 DH3205
 DH3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3205!SPC LA S     -   1.00000134  x   1.00001078  =   1.00001212
 DH3205!UTM  15      -   1.00000134  x   0.99982158  =   0.99982292
 DH3205
 DH3205                          SUPERSEDED SURVEY CONTROL
 DH3205
 DH3205.No superseded survey control is available for this station.
 DH3205
 DH3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3402302617(NAD 83)
 DH3205_MARKER: DD = SURVEY DISK
 DH3205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3205_STAMPING: LMS 215 1983
 DH3205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3205+STABILITY: SURFACE MOTION
 DH3205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3205+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 DH3205
 DH3205  HISTORY     - Date     Condition        Report By
 DH3205  HISTORY     - UNK      MONUMENTED       USACE
 DH3205  HISTORY     - 20021217 GOOD             3001
 DH3205
 DH3205                          STATION DESCRIPTION
 DH3205
 DH3205'DESCRIBED BY 3001, INC 2002 (MH)
 DH3205'HE STATION IS LOCATED IN POINTE COUPEE PARISH, 0.8 MILES NORTH OF
 DH3205'MORGANZA, 4 MILES  NORTHWEST OF LABALLE AND 7.3 MILES WOUTHEAST OF
 DH3205'BATCHLOR, LA.
 DH3205' 
 DH3205'OWNERSHIP- CORPS OF ENGINEERS, NEW ORLEANS DISTRICT
 DH3205' 
 DH3205'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND HWY 10 IN
 DH3205'MORGANZA, GO NORTH  ON HWY 1 FOR 0.8 MILES TO JUNCTION OF HWY 1 AND
 DH3205'LEVEE ROAD ON RIGHT, TURN RIGHT ON LEVEE  ROAD AND GO 0.06 MILES AND
 DH3205'MARK ON TOP OF LEVEE.
 DH3205' 
 DH3205'THE STATION IS A COE 3 INCH ALUMINUM CAP SET IN CONCRETE, STAMPED LMW
 DH3205'215 1983, RECESSED  0.7 FEET BELOW GROUND, 2 FEET NORTH OF CENTERLINE
 DH3205'OF LEVEE, ABOUT 300 FEET EAST OF  CENTERLINE OF HWY 1, 22 FEET WEST OF
 DH3205'A ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2054 ***********************************************************************
 CQ2054  DESIGNATION -  1410
 CQ2054  PID         -  CQ2054
 CQ2054  STATE/COUNTY-  LA/BOSSIER
 CQ2054  USGS QUAD   -  HUGHES (1981)
 CQ2054
 CQ2054                         *CURRENT SURVEY CONTROL
 CQ2054  ___________________________________________________________________
 CQ2054* NAD 83(1986)-  32 47 35.     (N)    093 39 55.     (W)     SCALED    
 CQ2054* NAVD 88     -        80.659  (meters)     264.63   (feet)  ADJUSTED  
 CQ2054  ___________________________________________________________________
 CQ2054  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2054  DYNAMIC HT  -          80.569 (meters)     264.33  (feet)  COMP
 CQ2054  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 CQ2054
 CQ2054  VERT ORDER  -  SECOND    CLASS 0
 CQ2054
 CQ2054.The horizontal coordinates were scaled from a topographic map and have
 CQ2054.an estimated accuracy of +/- 6 seconds.
 CQ2054
 CQ2054.The orthometric height was determined by differential leveling
 CQ2054.and adjusted by the National Geodetic Survey in June 1991..
 CQ2054
 CQ2054.The geoid height was determined by GEOID03.
 CQ2054
 CQ2054.The dynamic height is computed by dividing the NAVD 88
 CQ2054.geopotential number by the normal gravity value computed on the
 CQ2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2054.degrees latitude (g = 980.6199 gals.).
 CQ2054
 CQ2054.The modeled gravity was interpolated from observed gravity values.
 CQ2054
 CQ2054;                    North         East    Units  Estimated Accuracy
 CQ2054;SPC LA N     -   254,840.      890,850.      MT  (+/- 180 meters Scaled)
 CQ2054
 CQ2054                          SUPERSEDED SURVEY CONTROL
 CQ2054
 CQ2054  NGVD 29 (??/??/??)   80.729  (m)          264.86   (f) ADJUSTED    2 0
 CQ2054
 CQ2054.Superseded values are not recommended for survey control.
 CQ2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2054.See file dsdata.txt to determine how the superseded data were derived.
 CQ2054
 CQ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS377285(NAD 83)
 CQ2054_MARKER: DD = SURVEY DISK
 CQ2054_SETTING: 0 = UNSPECIFIED SETTING
 CQ2054_STAMPING: 1410
 CQ2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2054
 CQ2054  HISTORY     - Date     Condition        Report By
 CQ2054  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2054  HISTORY     - 1968     GOOD             LADH
 CQ2054  HISTORY     - 20010331 POOR             NGS
 CQ2054  HISTORY     - 20020114 POOR             NGS
 CQ2054
 CQ2054                          STATION DESCRIPTION
 CQ2054
 CQ2054'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ2054'2.7 MI W FROM ROCKY MOUNT.
 CQ2054'ABOUT 2.7 MILES SOUTHWEST TOWARD BENTON ALONG LOUISIANA HIGHWAY 160
 CQ2054'FROM INTERSECTION OF LOUISIANA HIGHWAY 157 AND LOUISIANA HIGHWAY 160
 CQ2054'IN ROCKY MOUNT.  IT IS ON TOP OF BACKSLOPE, 29 FEET NORTH OF
 CQ2054'CENTERLINE OF LOUISIANA HIGHWAY 160, 12 FEET FROM EDGE OF WOODS.  A
 CQ2054'STEEL WITNESS POST IS SET 1 FOOT SOUTHEAST OF THE MARK.  SEC 24, T
 CQ2054'21N, R 13W.
 CQ2054
 CQ2054                          STATION RECOVERY (2001)
 CQ2054
 CQ2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2054'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2054
 CQ2054                          STATION RECOVERY (2002)
 CQ2054
 CQ2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2054'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2058 ***********************************************************************
 CQ2058  DESIGNATION -  1415
 CQ2058  PID         -  CQ2058
 CQ2058  STATE/COUNTY-  LA/BOSSIER
 CQ2058  USGS QUAD   -  HUGHES (1981)
 CQ2058
 CQ2058                         *CURRENT SURVEY CONTROL
 CQ2058  ___________________________________________________________________
 CQ2058* NAD 83(1986)-  32 48 52.     (N)    093 37 47.     (W)     SCALED    
 CQ2058* NAVD 88     -       125.374  (meters)     411.33   (feet)  ADJUSTED  
 CQ2058  ___________________________________________________________________
 CQ2058  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2058  DYNAMIC HT  -         125.234 (meters)     410.87  (feet)  COMP
 CQ2058  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 CQ2058
 CQ2058  VERT ORDER  -  SECOND    CLASS 0
 CQ2058
 CQ2058.The horizontal coordinates were scaled from a topographic map and have
 CQ2058.an estimated accuracy of +/- 6 seconds.
 CQ2058
 CQ2058.The orthometric height was determined by differential leveling
 CQ2058.and adjusted by the National Geodetic Survey in June 1991..
 CQ2058
 CQ2058.The geoid height was determined by GEOID03.
 CQ2058
 CQ2058.The dynamic height is computed by dividing the NAVD 88
 CQ2058.geopotential number by the normal gravity value computed on the
 CQ2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2058.degrees latitude (g = 980.6199 gals.).
 CQ2058
 CQ2058.The modeled gravity was interpolated from observed gravity values.
 CQ2058
 CQ2058;                    North         East    Units  Estimated Accuracy
 CQ2058;SPC LA N     -   257,180.      894,200.      MT  (+/- 180 meters Scaled)
 CQ2058
 CQ2058                          SUPERSEDED SURVEY CONTROL
 CQ2058
 CQ2058  NGVD 29 (??/??/??)  125.441  (m)          411.55   (f) ADJUSTED    2 0
 CQ2058
 CQ2058.Superseded values are not recommended for survey control.
 CQ2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2058.See file dsdata.txt to determine how the superseded data were derived.
 CQ2058
 CQ2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS410308(NAD 83)
 CQ2058_MARKER: DD = SURVEY DISK
 CQ2058_SETTING: 0 = UNSPECIFIED SETTING
 CQ2058_STAMPING: 1415
 CQ2058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2058
 CQ2058  HISTORY     - Date     Condition        Report By
 CQ2058  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2058  HISTORY     - 1968     GOOD             LADH
 CQ2058  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2058  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2058
 CQ2058                          STATION DESCRIPTION
 CQ2058
 CQ2058'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ2058'IN ROCKY MOUNT.
 CQ2058'ABOUT 354 FEET WEST FROM CENTERLINE OF INTERSECTION OF LOUISIANA
 CQ2058'HIGHWAY 157 AND LOUISIANA HIGHWAY 160.  IT IS 49 FEET NORTH OF
 CQ2058'CENTERLINE OF LOUISIANA HIGHWAY 160, 45 FEET WEST OF 18 INCH PERSIMMON
 CQ2058'TREE, 1 FOOT BEHIND MESH FENCE AT EDGE OF PINE TIMBER.
 CQ2058
 CQ2058                          STATION RECOVERY (2001)
 CQ2058
 CQ2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2058
 CQ2058                          STATION RECOVERY (2002)
 CQ2058
 CQ2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2059 ***********************************************************************
 CQ2059  DESIGNATION -  1416
 CQ2059  PID         -  CQ2059
 CQ2059  STATE/COUNTY-  LA/BOSSIER
 CQ2059  USGS QUAD   -  HUGHES (1981)
 CQ2059
 CQ2059                         *CURRENT SURVEY CONTROL
 CQ2059  ___________________________________________________________________
 CQ2059* NAD 83(1992)-  32 48 55.01410(N)    093 37 38.36631(W)     ADJUSTED  
 CQ2059* NAVD 88     -       121.983  (meters)     400.21   (feet)  ADJUSTED  
 CQ2059  ___________________________________________________________________
 CQ2059  X           -    -339,467.913 (meters)                     COMP
 CQ2059  Y           -  -5,354,935.656 (meters)                     COMP
 CQ2059  Z           -   3,436,811.749 (meters)                     COMP
 CQ2059  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CQ2059  ELLIP HEIGHT-          95.74  (meters)          (01/02/04) GPS OBS
 CQ2059  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2059  DYNAMIC HT  -         121.847 (meters)     399.76  (feet)  COMP
 CQ2059  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 CQ2059
 CQ2059  HORZ ORDER  -  THIRD
 CQ2059  VERT ORDER  -  SECOND    CLASS 0
 CQ2059  ELLP ORDER  -  FOURTH    CLASS II
 CQ2059
 CQ2059.The horizontal coordinates were established by GPS observations
 CQ2059.and adjusted by the National Geodetic Survey in January 1993..
 CQ2059
 CQ2059.The orthometric height was determined by differential leveling
 CQ2059.and adjusted by the National Geodetic Survey in June 1991..
 CQ2059
 CQ2059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2059
 CQ2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2059
 CQ2059.The ellipsoidal height was determined by GPS observations
 CQ2059.and is referenced to NAD 83.
 CQ2059
 CQ2059.The geoid height was determined by GEOID03.
 CQ2059
 CQ2059.The dynamic height is computed by dividing the NAVD 88
 CQ2059.geopotential number by the normal gravity value computed on the
 CQ2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2059.degrees latitude (g = 980.6199 gals.).
 CQ2059
 CQ2059.The modeled gravity was interpolated from observed gravity values.
 CQ2059
 CQ2059;                    North         East     Units Scale Factor Converg.
 CQ2059;SPC LA N     -   257,267.719   894,426.939   MT  1.00003726   -0 35 45.7
 CQ2059;SPC LA N     -   844,052.51  2,934,465.72   sFT  1.00003726   -0 35 45.7
 CQ2059;UTM  15      - 3,630,983.584   441,275.712   MT  0.99964252   -0 20 23.9
 CQ2059
 CQ2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2059!SPC LA N     -   0.99998497  x   1.00003726  =   1.00002223
 CQ2059!UTM  15      -   0.99998497  x   0.99964252  =   0.99962749
 CQ2059
 CQ2059                          SUPERSEDED SURVEY CONTROL
 CQ2059
 CQ2059  ELLIP H (01/21/93)   95.84   (m)                       GP(       ) 4 2
 CQ2059  NAD 83(1986)-  32 48 55.02692(N)    093 37 38.35668(W) AD(       ) 3
 CQ2059  NAD 27      -  32 48 54.52027(N)    093 37 37.73194(W) AD(       ) 3
 CQ2059  NGVD 29 (??/??/??)  122.051  (m)          400.43   (f) ADJUSTED    2 0
 CQ2059
 CQ2059.Superseded values are not recommended for survey control.
 CQ2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2059.See file dsdata.txt to determine how the superseded data were derived.
 CQ2059
 CQ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4127630984(NAD 83)
 CQ2059_MARKER: DS = TRIANGULATION STATION DISK
 CQ2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2059_STAMPING: 1416
 CQ2059_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2059+STABILITY: SURFACE MOTION
 CQ2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2059+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ2059
 CQ2059  HISTORY     - Date     Condition        Report By
 CQ2059  HISTORY     - 1987     MONUMENTED       LAGS
 CQ2059  HISTORY     - 1968     GOOD             LADH
 CQ2059  HISTORY     - 20010331 GOOD             NGS
 CQ2059  HISTORY     - 20020114 GOOD             NGS
 CQ2059
 CQ2059                          STATION DESCRIPTION
 CQ2059
 CQ2059'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1987 (EDW)
 CQ2059'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ2059'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ2059'OBSERVATIONS.
 CQ2059'
 CQ2059'THE STATION IS LOCATED AT ROCKY MOUNT
 CQ2059'NEAR THE ROCKY MOUNT SCHOOL.
 CQ2059'OWNERSHIP--MR. CHARLES K. ARCHER, ROUTE 3 BOX 1829, PLAIN DEALING,
 CQ2059'LA. 71064, TELEPHONE 318-326-5180.
 CQ2059'
 CQ2059'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 157 NORTH
 CQ2059'AND STATE HIGHWAY 160, GO EAST ON HIGHWAY 160 FOR 0.3 KM (0.2 MI)
 CQ2059'TO THE STATION ON THE RIGHT.
 CQ2059'
 CQ2059'THE STATION IS A STANDARD LAGS DISK
 CQ2059'STAMPED---1416---,
 CQ2059'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CQ2059'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 CQ2059'50.6 METERS (166 FT) WEST FROM THE CENTER OF A PAVED ROAD LEADING
 CQ2059'TO THE ROCKY MOUNT SCHOOL,
 CQ2059'10.4 METERS (34.0 FT) SOUTH FROM THE CENTER OF STATE HIGHWAY 160
 CQ2059'AND
 CQ2059'0.30 METER (1.0 FT) SOUTH FROM A METAL WITNESS POST.
 CQ2059'
 CQ2059'DESCRIBED BY REX D. BALL.
 CQ2059
 CQ2059                          STATION RECOVERY (1968)
 CQ2059
 CQ2059'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1968
 CQ2059'IN ROCKY MOUNT.
 CQ2059'LOCATED 582 FEET EAST OF INTERSECTION OF LOUISIANA HIGHWAY 157 AND
 CQ2059'LOUISIANA 160.  166 FEET WEST OF CENTERLINE ROCKY MOUNT SCHOOL ROAD.
 CQ2059'34 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 160.  90 FEET
 CQ2059'NORTHEAST OF 18 INCH HICKORY IN OPEN LOT.  SEC 17, T 21N, R 12W.
 CQ2059
 CQ2059                          STATION RECOVERY (2001)
 CQ2059
 CQ2059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2059'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2059
 CQ2059                          STATION RECOVERY (2002)
 CQ2059
 CQ2059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2059'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3285 ***********************************************************************
 CQ3285  DESIGNATION -  1436
 CQ3285  PID         -  CQ3285
 CQ3285  STATE/COUNTY-  LA/BOSSIER
 CQ3285  USGS QUAD   -  BENTON (1975)
 CQ3285
 CQ3285                         *CURRENT SURVEY CONTROL
 CQ3285  ___________________________________________________________________
 CQ3285* NAD 83(1992)-  32 43 01.70354(N)    093 38 19.98767(W)     ADJUSTED  
 CQ3285* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 CQ3285  ___________________________________________________________________
 CQ3285  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CQ3285  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ3285
 CQ3285  HORZ ORDER  -  THIRD
 CQ3285
 CQ3285.The horizontal coordinates were established by classical geodetic methods
 CQ3285.and adjusted by the National Geodetic Survey in September 1999..
 CQ3285
 CQ3285.The orthometric height was scaled from a topographic map.
 CQ3285
 CQ3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3285
 CQ3285.The geoid height was determined by GEOID03.
 CQ3285
 CQ3285;                    North         East     Units Scale Factor Converg.
 CQ3285;SPC LA N     -   246,395.417   893,229.872   MT  1.00001190   -0 36 07.7
 CQ3285;SPC LA N     -   808,382.30  2,930,538.34   sFT  1.00001190   -0 36 07.7
 CQ3285;UTM  15      - 3,620,110.178   440,127.752   MT  0.99964420   -0 20 43.2
 CQ3285
 CQ3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3285!SPC LA N     -   0.99999030  x   1.00001190  =   1.00000220
 CQ3285!UTM  15      -   0.99999030  x   0.99964420  =   0.99963451
 CQ3285
 CQ3285                          SUPERSEDED SURVEY CONTROL
 CQ3285
 CQ3285  NAD 83(1992)-  32 43 01.70349(N)    093 38 19.98649(W) AD(       ) 3
 CQ3285  NAD 83(1986)-  32 43 01.71586(N)    093 38 19.97718(W) AD(       ) 3
 CQ3285  NAD 27      -  32 43 01.19500(N)    093 38 19.34000(W) AD(       ) 3
 CQ3285
 CQ3285.Superseded values are not recommended for survey control.
 CQ3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3285.See file dsdata.txt to determine how the superseded data were derived.
 CQ3285
 CQ3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4012820110(NAD 83)
 CQ3285_MARKER: DD = SURVEY DISK
 CQ3285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3285+STABILITY: SURFACE MOTION
 CQ3285
 CQ3285  HISTORY     - Date     Condition        Report By
 CQ3285  HISTORY     - 1950     MONUMENTED       CGS
 CQ3285  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ3285  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ3285
 CQ3285                          STATION DESCRIPTION
 CQ3285
 CQ3285'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ3285'SEE STATION DESERTED
 CQ3285
 CQ3285                          STATION RECOVERY (2002)
 CQ3285
 CQ3285'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ3285'MARK NOT FOUND.
 CQ3285
 CQ3285                          STATION RECOVERY (2003)
 CQ3285
 CQ3285'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1909 ***********************************************************************
 CQ1909  DESIGNATION -  1449
 CQ1909  PID         -  CQ1909
 CQ1909  STATE/COUNTY-  LA/BOSSIER
 CQ1909  USGS QUAD   -  BENTON (1975)
 CQ1909
 CQ1909                         *CURRENT SURVEY CONTROL
 CQ1909  ___________________________________________________________________
 CQ1909* NAD 83(1986)-  32 42 40.     (N)    093 44 15.     (W)     SCALED    
 CQ1909* NAVD 88     -        64.077  (meters)     210.23   (feet)  ADJUSTED  
 CQ1909  ___________________________________________________________________
 CQ1909  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1909  DYNAMIC HT  -          64.005 (meters)     209.99  (feet)  COMP
 CQ1909  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CQ1909
 CQ1909  VERT ORDER  -  FIRST     CLASS II
 CQ1909
 CQ1909.The horizontal coordinates were scaled from a topographic map and have
 CQ1909.an estimated accuracy of +/- 6 seconds.
 CQ1909
 CQ1909.The orthometric height was determined by differential leveling
 CQ1909.and adjusted by the National Geodetic Survey in June 1991..
 CQ1909
 CQ1909.The geoid height was determined by GEOID03.
 CQ1909
 CQ1909.The dynamic height is computed by dividing the NAVD 88
 CQ1909.geopotential number by the normal gravity value computed on the
 CQ1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1909.degrees latitude (g = 980.6199 gals.).
 CQ1909
 CQ1909.The modeled gravity was interpolated from observed gravity values.
 CQ1909
 CQ1909;                    North         East    Units  Estimated Accuracy
 CQ1909;SPC LA N     -   245,830.      883,980.      MT  (+/- 180 meters Scaled)
 CQ1909
 CQ1909                          SUPERSEDED SURVEY CONTROL
 CQ1909
 CQ1909  NGVD 29 (??/??/??)   64.147  (m)          210.46   (f) ADJUSTED    1 2
 CQ1909
 CQ1909.Superseded values are not recommended for survey control.
 CQ1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1909.See file dsdata.txt to determine how the superseded data were derived.
 CQ1909
 CQ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS308195(NAD 83)
 CQ1909_MARKER: DD = SURVEY DISK
 CQ1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1909_STAMPING: 1449
 CQ1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1909+STABILITY: SURFACE MOTION
 CQ1909
 CQ1909  HISTORY     - Date     Condition        Report By
 CQ1909  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1909  HISTORY     - 1961     GOOD             CGS
 CQ1909  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1909
 CQ1909                          STATION DESCRIPTION
 CQ1909
 CQ1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1909'0.9 MI N FROM BENTON.
 CQ1909'0.9 MILE NORTH ALONG ST. LOUIS SOUTHWESTERN RAILROAD FROM STATION AT
 CQ1909'BENTON, 1.0 MILES NORTH FROM RAILROAD STATION ALONG STATE HIGHWAY 3, 4
 CQ1909'POLES SOUTH OF MILEPOST 436, 39 FEET WEST OF THE WEST RAIL, 5 3/4
 CQ1909'RAILS NORTH OF NORTH EDGE OF STATE HIGHWAY 3 OVERPASS, 15 FEET
 CQ1909'SOUTHWEST OF A TELEPHONE POLE, 6 FEET EAST OF A FENCE, 0.9 FOOT NORTH
 CQ1909'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE RAILS, AND SET IN THE
 CQ1909'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CQ1909
 CQ1909                          STATION RECOVERY (2002)
 CQ1909
 CQ1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1159 ***********************************************************************
 CP1159  DESIGNATION -  1450 A BOLT
 CP1159  PID         -  CP1159
 CP1159  STATE/COUNTY-  LA/EAST CARROLL
 CP1159  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1159
 CP1159                         *CURRENT SURVEY CONTROL
 CP1159  ___________________________________________________________________
 CP1159* NAD 83(1986)-  32 42 05.     (N)    091 07 34.     (W)     SCALED    
 CP1159* NAVD 88     -        29.77   (+/-2cm)      97.7    (feet)  VERTCON   
 CP1159  ___________________________________________________________________
 CP1159  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1159
 CP1159  VERT ORDER  -  ? (See Below)
 CP1159
 CP1159.The horizontal coordinates were scaled from a topographic map and have
 CP1159.an estimated accuracy of +/- 6 seconds.
 CP1159
 CP1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1159.The vertical order pertains to the NGVD 29 superseded value.
 CP1159
 CP1159.The geoid height was determined by GEOID03.
 CP1159
 CP1159;                    North         East    Units  Estimated Accuracy
 CP1159;SPC LA N     -   244,900.    1,128,820.      MT  (+/- 180 meters Scaled)
 CP1159
 CP1159                          SUPERSEDED SURVEY CONTROL
 CP1159
 CP1159  NGVD 29 (??/??/92)   29.822  (m)           97.84   (f) ADJ UNCH    ?  
 CP1159
 CP1159.Superseded values are not recommended for survey control.
 CP1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1159.See file dsdata.txt to determine how the superseded data were derived.
 CP1159
 CP1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS756197(NAD 83)
 CP1159_MARKER: B = BOLT
 CP1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1159_SP_SET: STONE
 CP1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1159+STABILITY: SURFACE MOTION
 CP1159
 CP1159  HISTORY     - Date     Condition        Report By
 CP1159  HISTORY     - UNK      MONUMENTED       DOD
 CP1159  HISTORY     - 1934     GOOD             DOD
 CP1159
 CP1159                          STATION DESCRIPTION
 CP1159
 CP1159'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1159'9.5 MI SE FROM LAKE PROVIDENCE.
 CP1159'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1159'MISS. RIVER EAST CARROLL PARISH, LA.  APPROXIMATELY 9 1/2 MILES
 CP1159'SOUTHEAST OF LAKE PROVIDENCE, LA. 4 MILES NORTHEAST OF TRANSYLVANIA.
 CP1159'684 FEET OPPOSITE LEVEE STATION NO. 1450.  1500 FEET NORTH OF HOMEWOOD
 CP1159'PLANTATION HOME.  1500 FEET SOUTH OF PLANTATION HOME IN PECAN GROVE.
 CP1159'18 FEET EAST OF CENTER LINE OF DIRT ROAD ON DITCH BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1158 ***********************************************************************
 CP1158  DESIGNATION -  1450 A CAP
 CP1158  PID         -  CP1158
 CP1158  STATE/COUNTY-  LA/EAST CARROLL
 CP1158  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1158
 CP1158                         *CURRENT SURVEY CONTROL
 CP1158  ___________________________________________________________________
 CP1158* NAD 83(1986)-  32 42 05.     (N)    091 07 34.     (W)     SCALED    
 CP1158* NAVD 88     -        30.98   (+/-2cm)     101.6    (feet)  VERTCON   
 CP1158  ___________________________________________________________________
 CP1158  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1158
 CP1158  VERT ORDER  -  ? (See Below)
 CP1158
 CP1158.The horizontal coordinates were scaled from a topographic map and have
 CP1158.an estimated accuracy of +/- 6 seconds.
 CP1158
 CP1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1158.The vertical order pertains to the NGVD 29 superseded value.
 CP1158
 CP1158.The geoid height was determined by GEOID03.
 CP1158
 CP1158;                    North         East    Units  Estimated Accuracy
 CP1158;SPC LA N     -   244,900.    1,128,820.      MT  (+/- 180 meters Scaled)
 CP1158
 CP1158                          SUPERSEDED SURVEY CONTROL
 CP1158
 CP1158  NGVD 29 (??/??/92)   31.027  (m)          101.79   (f) ADJ UNCH    ?  
 CP1158
 CP1158.Superseded values are not recommended for survey control.
 CP1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1158.See file dsdata.txt to determine how the superseded data were derived.
 CP1158
 CP1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS756197(NAD 83)
 CP1158_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1158
 CP1158  HISTORY     - Date     Condition        Report By
 CP1158  HISTORY     - UNK      MONUMENTED       DOD
 CP1158  HISTORY     - 1934     GOOD             DOD
 CP1158
 CP1158                          STATION DESCRIPTION
 CP1158
 CP1158'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1158'9.5 MI SE FROM LAKE PROVIDENCE.
 CP1158'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1158'MISS. RIVER EAST CARROLL PARISH, LA.  APPROXIMATELY 9 1/2 MILES
 CP1158'SOUTHEAST OF LAKE PROVIDENCE, LA. 4 MILES NORTHEAST OF TRANSYLVANIA.
 CP1158'684 FEET OPPOSITE LEVEE STATION NO. 1450.  1500 FEET NORTH OF HOMEWOOD
 CP1158'PLANTATION HOME.  1500 FEET SOUTH OF PLANTATION HOME IN PECAN GROVE.
 CP1158'18 FEET EAST OF CENTER LINE OF DIRT ROAD ON DITCH BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8334 ***********************************************************************
 AF8334  DESIGNATION -  1461
 AF8334  PID         -  AF8334
 AF8334  STATE/COUNTY-  LA/CADDO
 AF8334  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8334
 AF8334                         *CURRENT SURVEY CONTROL
 AF8334  ___________________________________________________________________
 AF8334* NAD 83(1986)-  32 52 06.     (N)    093 56 32.     (W)     SCALED    
 AF8334* NAVD 88     -        79.134  (meters)     259.63   (feet)  ADJUSTED  
 AF8334  ___________________________________________________________________
 AF8334  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8334  DYNAMIC HT  -          79.047 (meters)     259.34  (feet)  COMP
 AF8334  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 AF8334
 AF8334  VERT ORDER  -  SECOND    CLASS I
 AF8334
 AF8334.The horizontal coordinates were scaled from a topographic map and have
 AF8334.an estimated accuracy of +/- 6 seconds.
 AF8334
 AF8334.The orthometric height was determined by differential leveling
 AF8334.and adjusted by the National Geodetic Survey in September 1998..
 AF8334
 AF8334.The geoid height was determined by GEOID03.
 AF8334
 AF8334.The dynamic height is computed by dividing the NAVD 88
 AF8334.geopotential number by the normal gravity value computed on the
 AF8334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8334.degrees latitude (g = 980.6199 gals.).
 AF8334
 AF8334.The modeled gravity was interpolated from observed gravity values.
 AF8334
 AF8334;                    North         East    Units  Estimated Accuracy
 AF8334;SPC LA N     -   263,500.      865,020.      MT  (+/- 180 meters Scaled)
 AF8334
 AF8334                          SUPERSEDED SURVEY CONTROL
 AF8334
 AF8334.No superseded survey control is available for this station.
 AF8334
 AF8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS118370(NAD 83)
 AF8334_MARKER: DD = SURVEY DISK
 AF8334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8334_STAMPING: 1461
 AF8334_MARK LOGO: LAGS  
 AF8334_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8334+STABILITY: SURFACE MOTION
 AF8334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8334+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 AF8334
 AF8334  HISTORY     - Date     Condition        Report By
 AF8334  HISTORY     - UNK      MONUMENTED       LAGS
 AF8334  HISTORY     - 19940817 GOOD             LADTD
 AF8334
 AF8334                          STATION DESCRIPTION
 AF8334
 AF8334'DESCRIBED BY LA TRANSP AND DEV 1994 (TLH)
 AF8334'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF VIVIAN, 4.0 MI
 AF8334'(6.4 KM) WEST OF HOSSTON AND 22.0 MI (35.4 KM) NORTH OF SHREVEPORT.
 AF8334'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8334'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 2 IN
 AF8334'VIVIAN, GO EAST FOR 2.6 MI (4.2 KM) ON HIGHWAY 2 TO THE STATION SET ON
 AF8334'THE RIGHT. THE STATION IS 88.0 FT (26.8 M) NORTHEAST FROM A
 AF8334'RIGHT-OF-WAY MARKER, 52.0 FT (15.8 M) SOUTH-SOUTHEAST FROM THE CENTER
 AF8334'OF THE HIGHWAY, 22.5 FT (6.9 M) WEST-SOUTHWEST FROM POWER POLE NUMBER
 AF8334'66A, 10.0 FT (3.0 M) WEST-SOUTHWEST FROM A RIGHT-OF-WAY MARKER, 1.0 FT
 AF8334'(0.3 M) SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH A SIGN
 AF8334'ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) ABOVE
 AF8334'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1982 ***********************************************************************
 CQ1982  DESIGNATION -  1473
 CQ1982  PID         -  CQ1982
 CQ1982  STATE/COUNTY-  LA/CADDO
 CQ1982  USGS QUAD   -  GILLIAM (1971)
 CQ1982
 CQ1982                         *CURRENT SURVEY CONTROL
 CQ1982  ___________________________________________________________________
 CQ1982* NAD 83(1986)-  32 48 21.     (N)    093 50 41.     (W)     SCALED    
 CQ1982* NAVD 88     -        57.71   (+/-2cm)     189.3    (feet)  VERTCON   
 CQ1982  ___________________________________________________________________
 CQ1982  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CQ1982
 CQ1982  VERT ORDER  -  ? (See Below)
 CQ1982
 CQ1982.The horizontal coordinates were scaled from a topographic map and have
 CQ1982.an estimated accuracy of +/- 6 seconds.
 CQ1982
 CQ1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1982.The vertical order pertains to the NGVD 29 superseded value.
 CQ1982
 CQ1982.The geoid height was determined by GEOID03.
 CQ1982
 CQ1982;                    North         East    Units  Estimated Accuracy
 CQ1982;SPC LA N     -   256,450.      874,060.      MT  (+/- 180 meters Scaled)
 CQ1982
 CQ1982                          SUPERSEDED SURVEY CONTROL
 CQ1982
 CQ1982  NGVD 29 (??/??/??)   57.762  (m)          189.51   (f) ADJUSTED    ?  
 CQ1982
 CQ1982.Superseded values are not recommended for survey control.
 CQ1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1982.See file dsdata.txt to determine how the superseded data were derived.
 CQ1982
 CQ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS209300(NAD 83)
 CQ1982_MARKER: DD = SURVEY DISK
 CQ1982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1982_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1982_STAMPING: 1473
 CQ1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1982
 CQ1982  HISTORY     - Date     Condition        Report By
 CQ1982  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1982  HISTORY     - 1934     GOOD             CGS
 CQ1982  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1982
 CQ1982                          STATION DESCRIPTION
 CQ1982
 CQ1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1982'3.8 MI N FROM BELCHER.
 CQ1982'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 71 FROM BELCHER, CADDO
 CQ1982'PARISH, ABOUT 400 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CQ1982'CHARLIE LANE (NEGRO) RESIDENCE, 41 FEET EAST OF THE CENTER LINE OF THE
 CQ1982'TEXAS AND PACIFIC RAILWAY TRACK, AND 27 FEET WEST OF THE CENTER LINE
 CQ1982'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1473 AND SET IN
 CQ1982'THE TOP OF A 6-INCH CONCRETE FILLED TERRA-COTTA PIPE.
 CQ1982
 CQ1982                          STATION RECOVERY (1956)
 CQ1982
 CQ1982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CQ1982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1980 ***********************************************************************
 CQ1980  DESIGNATION -  1475
 CQ1980  PID         -  CQ1980
 CQ1980  STATE/COUNTY-  LA/CADDO
 CQ1980  USGS QUAD   -  GILLIAM (1971)
 CQ1980
 CQ1980                         *CURRENT SURVEY CONTROL
 CQ1980  ___________________________________________________________________
 CQ1980* NAD 83(1986)-  32 46 54.     (N)    093 50 14.     (W)     SCALED    
 CQ1980* NAVD 88     -        57.41   (+/-2cm)     188.4    (feet)  VERTCON   
 CQ1980  ___________________________________________________________________
 CQ1980  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CQ1980
 CQ1980  VERT ORDER  -  ? (See Below)
 CQ1980
 CQ1980.The horizontal coordinates were scaled from a topographic map and have
 CQ1980.an estimated accuracy of +/- 6 seconds.
 CQ1980
 CQ1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1980.The vertical order pertains to the NGVD 29 superseded value.
 CQ1980
 CQ1980.The geoid height was determined by GEOID03.
 CQ1980
 CQ1980;                    North         East    Units  Estimated Accuracy
 CQ1980;SPC LA N     -   253,760.      874,730.      MT  (+/- 180 meters Scaled)
 CQ1980
 CQ1980                          SUPERSEDED SURVEY CONTROL
 CQ1980
 CQ1980  NGVD 29 (??/??/??)   57.468  (m)          188.54   (f) ADJUSTED    ?  
 CQ1980
 CQ1980.Superseded values are not recommended for survey control.
 CQ1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1980.See file dsdata.txt to determine how the superseded data were derived.
 CQ1980
 CQ1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS215273(NAD 83)
 CQ1980_MARKER: DD = SURVEY DISK
 CQ1980_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1980_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1980_STAMPING: 1475
 CQ1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1980
 CQ1980  HISTORY     - Date     Condition        Report By
 CQ1980  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1980  HISTORY     - 1934     GOOD             CGS
 CQ1980  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1980  HISTORY     - 19991018 MARK NOT FOUND   USPSQD
 CQ1980
 CQ1980                          STATION DESCRIPTION
 CQ1980
 CQ1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1980'2.1 MI N FROM BELCHER.
 CQ1980'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 71 FROM BELCHER, CADDO
 CQ1980'PARISH, AT THE CROSSING OF A DIRT ROAD LEADING WEST TO FARMHOUSES, 46
 CQ1980'FEET WEST OF THE CENTER LINE OF THE TEXAS AND PACIFIC RAILWAY TRACK,
 CQ1980'32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 30 FEET WEST OF THE
 CQ1980'CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 CQ1980'1475 AND SET IN THE TOP OF A 6-INCH CONCRETE FILLED TERRA-COTTA PIPE.
 CQ1980
 CQ1980                          STATION RECOVERY (1956)
 CQ1980
 CQ1980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CQ1980'MARK NOT FOUND.
 CQ1980
 CQ1980                          STATION RECOVERY (1999)
 CQ1980
 CQ1980'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1979 ***********************************************************************
 CQ1979  DESIGNATION -  1476
 CQ1979  PID         -  CQ1979
 CQ1979  STATE/COUNTY-  LA/CADDO
 CQ1979  USGS QUAD   -  GILLIAM (1971)
 CQ1979
 CQ1979                         *CURRENT SURVEY CONTROL
 CQ1979  ___________________________________________________________________
 CQ1979* NAD 83(1986)-  32 46 30.     (N)    093 50 02.     (W)     SCALED    
 CQ1979* NAVD 88     -        57.35   (+/-2cm)     188.2    (feet)  VERTCON   
 CQ1979  ___________________________________________________________________
 CQ1979  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1979
 CQ1979  VERT ORDER  -  ? (See Below)
 CQ1979
 CQ1979.The horizontal coordinates were scaled from a topographic map and have
 CQ1979.an estimated accuracy of +/- 6 seconds.
 CQ1979
 CQ1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1979.The vertical order pertains to the NGVD 29 superseded value.
 CQ1979
 CQ1979.The geoid height was determined by GEOID03.
 CQ1979
 CQ1979;                    North         East    Units  Estimated Accuracy
 CQ1979;SPC LA N     -   253,020.      875,030.      MT  (+/- 180 meters Scaled)
 CQ1979
 CQ1979                          SUPERSEDED SURVEY CONTROL
 CQ1979
 CQ1979  NGVD 29 (??/??/??)   57.406  (m)          188.34   (f) ADJUSTED    ?  
 CQ1979
 CQ1979.Superseded values are not recommended for survey control.
 CQ1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1979.See file dsdata.txt to determine how the superseded data were derived.
 CQ1979
 CQ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS219266(NAD 83)
 CQ1979_MARKER: DD = SURVEY DISK
 CQ1979_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1979_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1979_STAMPING: 1476
 CQ1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1979
 CQ1979  HISTORY     - Date     Condition        Report By
 CQ1979  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1979  HISTORY     - 1934     GOOD             CGS
 CQ1979  HISTORY     - 19991018 MARK NOT FOUND   USPSQD
 CQ1979
 CQ1979                          STATION DESCRIPTION
 CQ1979
 CQ1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1979'1.6 MI N FROM BELCHER.
 CQ1979'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 71 FROM BELCHER, CADDO
 CQ1979'PARISH, ABOUT 200 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 CQ1979'TO THE FERRY, ABOUT 113 FEET SOUTHEAST OF A LONE 3-1/2-FOOT PECAN
 CQ1979'TREE, AND EAST OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 CQ1979'1476 AND SET IN THE TOP OF A 6-INCH CONCRETE FILLED TERRA-COTTA PIPE.
 CQ1979
 CQ1979                          STATION RECOVERY (1999)
 CQ1979
 CQ1979'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8347 ***********************************************************************
 AF8347  DESIGNATION -  1481 RESET
 AF8347  PID         -  AF8347
 AF8347  STATE/COUNTY-  LA/CADDO
 AF8347  USGS QUAD   -  GILLIAM (1971)
 AF8347
 AF8347                         *CURRENT SURVEY CONTROL
 AF8347  ___________________________________________________________________
 AF8347* NAD 83(1986)-  32 45 57.     (N)    093 52 27.     (W)     SCALED    
 AF8347* NAVD 88     -        55.157  (meters)     180.96   (feet)  ADJUSTED  
 AF8347  ___________________________________________________________________
 AF8347  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AF8347  DYNAMIC HT  -          55.096 (meters)     180.76  (feet)  COMP
 AF8347  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 AF8347
 AF8347  VERT ORDER  -  SECOND    CLASS I
 AF8347
 AF8347.The horizontal coordinates were scaled from a topographic map and have
 AF8347.an estimated accuracy of +/- 6 seconds.
 AF8347
 AF8347.The orthometric height was determined by differential leveling
 AF8347.and adjusted by the National Geodetic Survey in September 1998..
 AF8347
 AF8347.The geoid height was determined by GEOID03.
 AF8347
 AF8347.The dynamic height is computed by dividing the NAVD 88
 AF8347.geopotential number by the normal gravity value computed on the
 AF8347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8347.degrees latitude (g = 980.6199 gals.).
 AF8347
 AF8347.The modeled gravity was interpolated from observed gravity values.
 AF8347
 AF8347;                    North         East    Units  Estimated Accuracy
 AF8347;SPC LA N     -   252,050.      871,240.      MT  (+/- 180 meters Scaled)
 AF8347
 AF8347                          SUPERSEDED SURVEY CONTROL
 AF8347
 AF8347.No superseded survey control is available for this station.
 AF8347
 AF8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS181256(NAD 83)
 AF8347_MARKER: DD = SURVEY DISK
 AF8347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8347_STAMPING: 1481 RESET 1988
 AF8347_MARK LOGO: LAGS  
 AF8347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8347+STABILITY: SURFACE MOTION
 AF8347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8347+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 AF8347
 AF8347  HISTORY     - Date     Condition        Report By
 AF8347  HISTORY     - 1988     MONUMENTED       LAGS
 AF8347  HISTORY     - 19940817 GOOD             LADTD
 AF8347
 AF8347                          STATION DESCRIPTION
 AF8347
 AF8347'DESCRIBED BY LA TRANSP AND DEV 1994 (TLH)
 AF8347'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) WEST OF BELCHER, 6.0 MI
 AF8347'(9.7 KM) EAST OF OIL CITY AND 8.5 MI (13.7 KM) SOUTHEAST OF VIVIAN.
 AF8347'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTAION AND DEVELOPMENT.  TO
 AF8347'REACH THE STATION FROM THE POST OFFICE IN BELCHER, GO WEST FOR 0.9 MI
 AF8347'(1.4 KM) ON HIGHWAY 530 TO THE JUNCTION WITH U.S.  HIGHWAY 71,
 AF8347'CONTINUE WEST FOR 1.9 MI (3.1 KM) ON HIGHWAY 530 TO THE STATION SET ON
 AF8347'THE LEFT NEAR A WOOD FRAME HOUSE.  THE STATION IS 64.0 FT (19.5 M)
 AF8347'EAST-SOUTHEAST FROM THE EAST END OF A 24 INCH CONCRETE DIRVE INTO THE
 AF8347'HOUSE, 61.0 FT (18.6 M) SOUTH FROM THE CENTER OF THE HIGHWAY, 31.0 FT
 AF8347'(9.4 M) WEST FROM POWER POLE NUMBER 110 WITH THREE SMALL TRANSFORMERS
 AF8347'ATTACHED, 29.5 FT (9.0 M) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 AF8347'THE PORCH ON THE FRONT OF THE HOUSE, 1.0 FT (0.3 M) WEST FROM A
 AF8347'RIGHT-OF-WAY MARKER, 1.0 FT (0.3 M) EAST FROM A METAL WITNESS POST
 AF8347'WITH A SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 3.0 FT
 AF8347'(0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1975 ***********************************************************************
 CQ1975  DESIGNATION -  1486
 CQ1975  PID         -  CQ1975
 CQ1975  STATE/COUNTY-  LA/CADDO
 CQ1975  USGS QUAD   -  DIXIE (1982)
 CQ1975
 CQ1975                         *CURRENT SURVEY CONTROL
 CQ1975  ___________________________________________________________________
 CQ1975* NAD 83(1986)-  32 43 49.     (N)    093 50 04.     (W)     SCALED    
 CQ1975* NAVD 88     -        56.49   (+/-2cm)     185.3    (feet)  VERTCON   
 CQ1975  ___________________________________________________________________
 CQ1975  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ1975
 CQ1975  VERT ORDER  -  ? (See Below)
 CQ1975
 CQ1975.The horizontal coordinates were scaled from a topographic map and have
 CQ1975.an estimated accuracy of +/- 6 seconds.
 CQ1975
 CQ1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1975.The vertical order pertains to the NGVD 29 superseded value.
 CQ1975
 CQ1975.The geoid height was determined by GEOID03.
 CQ1975
 CQ1975;                    North         East    Units  Estimated Accuracy
 CQ1975;SPC LA N     -   248,060.      874,920.      MT  (+/- 180 meters Scaled)
 CQ1975
 CQ1975                          SUPERSEDED SURVEY CONTROL
 CQ1975
 CQ1975  NGVD 29 (??/??/??)   56.550  (m)          185.53   (f) ADJUSTED    ?  
 CQ1975
 CQ1975.Superseded values are not recommended for survey control.
 CQ1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1975.See file dsdata.txt to determine how the superseded data were derived.
 CQ1975
 CQ1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218216(NAD 83)
 CQ1975_MARKER: DD = SURVEY DISK
 CQ1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1975_STAMPING: 1486
 CQ1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1975+STABILITY: SURFACE MOTION
 CQ1975
 CQ1975  HISTORY     - Date     Condition        Report By
 CQ1975  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1975  HISTORY     - 1934     GOOD             CGS
 CQ1975  HISTORY     - 1980     MARK NOT FOUND   LADTD
 CQ1975  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ1975
 CQ1975                          STATION DESCRIPTION
 CQ1975
 CQ1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1975'1.3 MI S FROM BELCHER.
 CQ1975'1.3 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM BELCHER, ON THE TEXAS AND
 CQ1975'PACIFIC RAILWAY, ABOUT 1,415 FEET NORTH OF A 24-INCH PIPE CULVERT,
 CQ1975'ABOUT 800 FEET SOUTH OF TWO 30-INCH CONCRETE PIPE CULVERTS, AND 40
 CQ1975'FEET EAST OF THE CENTER LINE OF THE TRACK, AND SET IN THE TOP OF A
 CQ1975'CONCRETE POST.
 CQ1975
 CQ1975                          STATION RECOVERY (1980)
 CQ1975
 CQ1975'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ1975'MARK NOT FOUND.
 CQ1975
 CQ1975                          STATION RECOVERY (1999)
 CQ1975
 CQ1975'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1971 ***********************************************************************
 CQ1971  DESIGNATION -  1491
 CQ1971  PID         -  CQ1971
 CQ1971  STATE/COUNTY-  LA/CADDO
 CQ1971  USGS QUAD   -  DIXIE (1982)
 CQ1971
 CQ1971                         *CURRENT SURVEY CONTROL
 CQ1971  ___________________________________________________________________
 CQ1971* NAD 83(1986)-  32 42 22.     (N)    093 47 38.     (W)     SCALED    
 CQ1971* NAVD 88     -        55.25   (+/-2cm)     181.3    (feet)  VERTCON   
 CQ1971  ___________________________________________________________________
 CQ1971  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1971
 CQ1971  VERT ORDER  -  ? (See Below)
 CQ1971
 CQ1971.The horizontal coordinates were scaled from a topographic map and have
 CQ1971.an estimated accuracy of +/- 6 seconds.
 CQ1971
 CQ1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1971.The vertical order pertains to the NGVD 29 superseded value.
 CQ1971
 CQ1971.The geoid height was determined by GEOID03.
 CQ1971
 CQ1971;                    North         East    Units  Estimated Accuracy
 CQ1971;SPC LA N     -   245,340.      878,680.      MT  (+/- 180 meters Scaled)
 CQ1971
 CQ1971                          SUPERSEDED SURVEY CONTROL
 CQ1971
 CQ1971  NGVD 29 (??/??/??)   55.320  (m)          181.50   (f) ADJUSTED    ?  
 CQ1971
 CQ1971.Superseded values are not recommended for survey control.
 CQ1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1971.See file dsdata.txt to determine how the superseded data were derived.
 CQ1971
 CQ1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS255189(NAD 83)
 CQ1971_MARKER: DD = SURVEY DISK
 CQ1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1971_STAMPING: 1491
 CQ1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1971+STABILITY: SURFACE MOTION
 CQ1971
 CQ1971  HISTORY     - Date     Condition        Report By
 CQ1971  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1971  HISTORY     - 1935     GOOD             CGS
 CQ1971  HISTORY     - 1976     MARK NOT FOUND   USGS
 CQ1971  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1971  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ1971
 CQ1971                          STATION DESCRIPTION
 CQ1971
 CQ1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ1971'5.9 MI SE FROM BELCHER.
 CQ1971'3.0 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM BELCHER, THENCE 2.4 MILES
 CQ1971'ALONG THE SENTELL ROAD, ABOUT 1,850 FEET EAST OF A ONE-SPAN TIMBER
 CQ1971'BRIDGE, ABOUT 316 FEET WEST OF THE CENTER LINE OF THE UNITED GAS CO.
 CQ1971'GAS LINE UNDER THE ROAD, 38 FEET EAST OF A 2- BY 3-FOOT TIMBER BOX
 CQ1971'CULVERT, AND 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND SET IN
 CQ1971'THE TOP OF A CONCRETE POST.
 CQ1971
 CQ1971                          STATION RECOVERY (1976)
 CQ1971
 CQ1971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1971'MARK NOT FOUND.
 CQ1971
 CQ1971                          STATION RECOVERY (1977)
 CQ1971
 CQ1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1971'SEARCHED FOR BUT NOT RECOVERED.
 CQ1971
 CQ1971                          STATION RECOVERY (1999)
 CQ1971
 CQ1971'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1969 ***********************************************************************
 CQ1969  DESIGNATION -  1493
 CQ1969  PID         -  CQ1969
 CQ1969  STATE/COUNTY-  LA/CADDO
 CQ1969  USGS QUAD   -  DIXIE (1982)
 CQ1969
 CQ1969                         *CURRENT SURVEY CONTROL
 CQ1969  ___________________________________________________________________
 CQ1969* NAD 83(1986)-  32 41 50.     (N)    093 47 17.     (W)     SCALED    
 CQ1969* NAVD 88     -        60.11   (+/-2cm)     197.2    (feet)  VERTCON   
 CQ1969  ___________________________________________________________________
 CQ1969  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1969
 CQ1969  VERT ORDER  -  ? (See Below)
 CQ1969
 CQ1969.The horizontal coordinates were scaled from a topographic map and have
 CQ1969.an estimated accuracy of +/- 6 seconds.
 CQ1969
 CQ1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1969.The vertical order pertains to the NGVD 29 superseded value.
 CQ1969
 CQ1969.The geoid height was determined by GEOID03.
 CQ1969
 CQ1969;                    North         East    Units  Estimated Accuracy
 CQ1969;SPC LA N     -   244,340.      879,220.      MT  (+/- 180 meters Scaled)
 CQ1969
 CQ1969                          SUPERSEDED SURVEY CONTROL
 CQ1969
 CQ1969  NGVD 29 (??/??/??)   60.173  (m)          197.42   (f) ADJUSTED    ?  
 CQ1969
 CQ1969.Superseded values are not recommended for survey control.
 CQ1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1969.See file dsdata.txt to determine how the superseded data were derived.
 CQ1969
 CQ1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS261179(NAD 83)
 CQ1969_MARKER: DD = SURVEY DISK
 CQ1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1969+STABILITY: SURFACE MOTION
 CQ1969
 CQ1969  HISTORY     - Date     Condition        Report By
 CQ1969  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1969  HISTORY     - 1941     GOOD             CGS
 CQ1969  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CQ1969  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ1969
 CQ1969                          STATION DESCRIPTION
 CQ1969
 CQ1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CQ1969'6.3 MI SE FROM BELCHER.
 CQ1969'3.0 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM BELCHER, THENCE ABOUT 3.3
 CQ1969'MILES SOUTH AND EAST ALONG THE SENTELL ROAD, ON THE TOP OF THE RED
 CQ1969'RIVER LEVEE, ABOUT 374 FEET NORTH OF A POINT OF CURVATURE OF THE
 CQ1969'LEVEE, ABOUT 408 FEET EAST OF A CONCRETE 15- BY 50-FOOT WATER TANK,
 CQ1969'AND ABOUT 148 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STATE
 CQ1969'SURVEY STANDARD DISK, AND SET IN THE TOP OF A CONCRETE POST.
 CQ1969
 CQ1969                          STATION RECOVERY (1989)
 CQ1969
 CQ1969'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 CQ1969'MARK NOT FOUND.
 CQ1969
 CQ1969                          STATION RECOVERY (1999)
 CQ1969
 CQ1969'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1964 ***********************************************************************
 CQ1964  DESIGNATION -  1496
 CQ1964  PID         -  CQ1964
 CQ1964  STATE/COUNTY-  LA/BOSSIER
 CQ1964  USGS QUAD   -  DIXIE (1982)
 CQ1964
 CQ1964                         *CURRENT SURVEY CONTROL
 CQ1964  ___________________________________________________________________
 CQ1964* NAD 83(1986)-  32 41 17.     (N)    093 46 08.     (W)     SCALED    
 CQ1964* NAVD 88     -        54.51   (+/-2cm)     178.8    (feet)  VERTCON   
 CQ1964  ___________________________________________________________________
 CQ1964  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1964
 CQ1964  VERT ORDER  -  ? (See Below)
 CQ1964
 CQ1964.The horizontal coordinates were scaled from a topographic map and have
 CQ1964.an estimated accuracy of +/- 6 seconds.
 CQ1964
 CQ1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1964.The vertical order pertains to the NGVD 29 superseded value.
 CQ1964
 CQ1964.The geoid height was determined by GEOID03.
 CQ1964
 CQ1964;                    North         East    Units  Estimated Accuracy
 CQ1964;SPC LA N     -   243,310.      881,010.      MT  (+/- 180 meters Scaled)
 CQ1964
 CQ1964                          SUPERSEDED SURVEY CONTROL
 CQ1964
 CQ1964  NGVD 29 (??/??/??)   54.574  (m)          179.05   (f) ADJUSTED    ?  
 CQ1964
 CQ1964.Superseded values are not recommended for survey control.
 CQ1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1964.See file dsdata.txt to determine how the superseded data were derived.
 CQ1964
 CQ1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS279169(NAD 83)
 CQ1964_MARKER: DD = SURVEY DISK
 CQ1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1964+STABILITY: SURFACE MOTION
 CQ1964
 CQ1964  HISTORY     - Date     Condition        Report By
 CQ1964  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1964  HISTORY     - 1941     MARK NOT FOUND   CGS
 CQ1964  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1964
 CQ1964                          STATION DESCRIPTION
 CQ1964
 CQ1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CQ1964'2.0 MI SW FROM BENTON.
 CQ1964'2.0 MILES SOUTHWEST ALONG THE STINSON PLANTATION ROAD FROM BENTON,
 CQ1964'ABOUT 658 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD, 74 FEET WEST
 CQ1964'OF A SINGLE 24-INCH CORRUGATED-IRON PIPE CULVERT UNDER THE PLANTATION
 CQ1964'ROAD, AND 22 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STATE
 CQ1964'SURVEY STANDARD DISK, AND SET IN THE TOP OF A CONCRETE POST.
 CQ1964
 CQ1964                          STATION RECOVERY (2002)
 CQ1964
 CQ1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1964'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1963 ***********************************************************************
 CQ1963  DESIGNATION -  1497
 CQ1963  PID         -  CQ1963
 CQ1963  STATE/COUNTY-  LA/BOSSIER
 CQ1963  USGS QUAD   -  DIXIE (1982)
 CQ1963
 CQ1963                         *CURRENT SURVEY CONTROL
 CQ1963  ___________________________________________________________________
 CQ1963* NAD 83(1986)-  32 41 18.     (N)    093 45 19.     (W)     SCALED    
 CQ1963* NAVD 88     -        58.26   (+/-2cm)     191.1    (feet)  VERTCON   
 CQ1963  ___________________________________________________________________
 CQ1963  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1963
 CQ1963  VERT ORDER  -  ? (See Below)
 CQ1963
 CQ1963.The horizontal coordinates were scaled from a topographic map and have
 CQ1963.an estimated accuracy of +/- 6 seconds.
 CQ1963
 CQ1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1963.The vertical order pertains to the NGVD 29 superseded value.
 CQ1963
 CQ1963.The geoid height was determined by GEOID03.
 CQ1963
 CQ1963;                    North         East    Units  Estimated Accuracy
 CQ1963;SPC LA N     -   243,320.      882,280.      MT  (+/- 180 meters Scaled)
 CQ1963
 CQ1963                          SUPERSEDED SURVEY CONTROL
 CQ1963
 CQ1963  NGVD 29 (??/??/??)   58.332  (m)          191.38   (f) ADJUSTED    ?  
 CQ1963
 CQ1963.Superseded values are not recommended for survey control.
 CQ1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1963.See file dsdata.txt to determine how the superseded data were derived.
 CQ1963
 CQ1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS291169(NAD 83)
 CQ1963_MARKER: DD = SURVEY DISK
 CQ1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1963+STABILITY: SURFACE MOTION
 CQ1963
 CQ1963  HISTORY     - Date     Condition        Report By
 CQ1963  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1963  HISTORY     - 1941     MARK NOT FOUND   CGS
 CQ1963  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1963
 CQ1963                          STATION DESCRIPTION
 CQ1963
 CQ1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CQ1963'1.7 MI SW FROM BENTON.
 CQ1963'1.7 MILES SOUTHWEST ALONG THE STINSON PLANTATION ROAD FROM BENTON,
 CQ1963'ABOUT 145 FEET EAST OF TWO 24-INCH CORRUGATED-IRON PIPE CULVERTS, 52
 CQ1963'FEET NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 25 FEET
 CQ1963'SOUTH OF THE SOUTHEAST CORNER OF THE D.H. STINSON BARN, AND 23 FEET
 CQ1963'NORTH OF THE CENTER LINE OF THE PLANTATION ROAD.  A STATE SURVEY
 CQ1963'STANDARD DISK, AND SET IN THE TOP OF A CONCRETE POST.
 CQ1963
 CQ1963                          STATION RECOVERY (2002)
 CQ1963
 CQ1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1963'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1961 ***********************************************************************
 CQ1961  DESIGNATION -  1498
 CQ1961  PID         -  CQ1961
 CQ1961  STATE/COUNTY-  LA/BOSSIER
 CQ1961  USGS QUAD   -  DIXIE (1982)
 CQ1961
 CQ1961                         *CURRENT SURVEY CONTROL
 CQ1961  ___________________________________________________________________
 CQ1961* NAD 83(1986)-  32 41 27.     (N)    093 45 07.     (W)     SCALED    
 CQ1961* NAVD 88     -        64.781  (meters)     212.54   (feet)  ADJUSTED  
 CQ1961  ___________________________________________________________________
 CQ1961  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1961  DYNAMIC HT  -          64.708 (meters)     212.30  (feet)  COMP
 CQ1961  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CQ1961
 CQ1961  VERT ORDER  -  FIRST     CLASS II
 CQ1961
 CQ1961.The horizontal coordinates were scaled from a topographic map and have
 CQ1961.an estimated accuracy of +/- 6 seconds.
 CQ1961
 CQ1961.The orthometric height was determined by differential leveling
 CQ1961.and adjusted by the National Geodetic Survey in June 1991..
 CQ1961
 CQ1961.The geoid height was determined by GEOID03.
 CQ1961
 CQ1961.The dynamic height is computed by dividing the NAVD 88
 CQ1961.geopotential number by the normal gravity value computed on the
 CQ1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1961.degrees latitude (g = 980.6199 gals.).
 CQ1961
 CQ1961.The modeled gravity was interpolated from observed gravity values.
 CQ1961
 CQ1961;                    North         East    Units  Estimated Accuracy
 CQ1961;SPC LA N     -   243,600.      882,600.      MT  (+/- 180 meters Scaled)
 CQ1961
 CQ1961                          SUPERSEDED SURVEY CONTROL
 CQ1961
 CQ1961  NGVD 29 (??/??/??)   64.852  (m)          212.77   (f) ADJUSTED    1 2
 CQ1961
 CQ1961.Superseded values are not recommended for survey control.
 CQ1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1961.See file dsdata.txt to determine how the superseded data were derived.
 CQ1961
 CQ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS295172(NAD 83)
 CQ1961_MARKER: DD = SURVEY DISK
 CQ1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1961_STAMPING: 1498
 CQ1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1961+STABILITY: SURFACE MOTION
 CQ1961
 CQ1961  HISTORY     - Date     Condition        Report By
 CQ1961  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1961  HISTORY     - 1960     GOOD             CGS
 CQ1961  HISTORY     - 1976     MARK NOT FOUND   USGS
 CQ1961  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1961
 CQ1961                          STATION DESCRIPTION
 CQ1961
 CQ1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1961'0.9 MI SW FROM BENTON.
 CQ1961'0.5 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE ST. LOUIS SOUTHWESTERN
 CQ1961'RAILROAD STATION AT BENTON, THENCE 0.4 MILE WEST ALONG STINSON ROAD,
 CQ1961'ON THE OUTSIDE OF A CURVE IN STINSON ROAD, 71 FEET NORTH OF THE CENTER
 CQ1961'LINE OF STINSON ROAD, 12 FEET NORTH OF A FENCE, 64 1/2 FEET NORTHEAST
 CQ1961'OF A LONE PINE TREE, IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CQ1961'GROUND.
 CQ1961
 CQ1961                          STATION RECOVERY (1976)
 CQ1961
 CQ1961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1961'MARK NOT FOUND.
 CQ1961
 CQ1961                          STATION RECOVERY (2002)
 CQ1961
 CQ1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1961'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3899 ***********************************************************************
 BJ3899  DESIGNATION -  15 87
 BJ3899  PID         -  BJ3899
 BJ3899  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3899  USGS QUAD   -  ST GABRIEL (1995)
 BJ3899
 BJ3899                         *CURRENT SURVEY CONTROL
 BJ3899  ___________________________________________________________________
 BJ3899* NAD 83(1986)-  30 21 01.     (N)    091 06 42.     (W)     SCALED    
 BJ3899* NAVD 88     -         3.804  (meters)      12.48   (feet)  ADJUSTED  
 BJ3899  ___________________________________________________________________
 BJ3899  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3899  DYNAMIC HT  -           3.799 (meters)      12.46  (feet)  COMP
 BJ3899  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 BJ3899
 BJ3899  VERT ORDER  -  SECOND    CLASS II
 BJ3899
 BJ3899.The horizontal coordinates were scaled from a topographic map and have
 BJ3899.an estimated accuracy of +/- 6 seconds.
 BJ3899
 BJ3899.The orthometric height was determined by differential leveling
 BJ3899.and adjusted by the National Geodetic Survey in February 1994..
 BJ3899
 BJ3899.The geoid height was determined by GEOID03.
 BJ3899
 BJ3899.The dynamic height is computed by dividing the NAVD 88
 BJ3899.geopotential number by the normal gravity value computed on the
 BJ3899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3899.degrees latitude (g = 980.6199 gals.).
 BJ3899
 BJ3899.The modeled gravity was interpolated from observed gravity values.
 BJ3899
 BJ3899;                    North         East    Units  Estimated Accuracy
 BJ3899;SPC LA S     -   205,120.    1,021,310.      MT  (+/- 180 meters Scaled)
 BJ3899
 BJ3899                          SUPERSEDED SURVEY CONTROL
 BJ3899
 BJ3899.No superseded survey control is available for this station.
 BJ3899
 BJ3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP814591(NAD 83)
 BJ3899_MARKER: DB = BENCH MARK DISK
 BJ3899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3899_SP_SET: CONCRETE POST
 BJ3899_STAMPING: 15-87 1987
 BJ3899_MARK LOGO: LA-033
 BJ3899_PROJECTION: FLUSH
 BJ3899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3899+STABILITY: SURFACE MOTION
 BJ3899
 BJ3899  HISTORY     - Date     Condition        Report By
 BJ3899  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3899  HISTORY     - 20050215 GOOD             SJB
 BJ3899
 BJ3899                          STATION DESCRIPTION
 BJ3899
 BJ3899'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3899'IN BATON ROUGE.
 BJ3899'ABOUT 1.4 KM (0.85 MI) SOUTHEAST ON BURBANK DRIVE FROM THE
 BJ3899'INTERSECTION OF BURBANK DRIVE AND GARDERE LANE TO THE MARK SET ON THE
 BJ3899'SOUTH SIDE OF THE ROAD NEAR A FENCE LINE JUST SOUTHEAST OF A METAL
 BJ3899'GATE ON FENCE LINE, 22.9 METERS (75 FEET) SOUTH OF THE CENTERLINE OF
 BJ3899'BURBANK DRIVE, AND 0.8 METERS (2.5 FEET) NORTH OF A BARB WIRE FENCE
 BJ3899'LINE.
 BJ3899'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3899'THE MARK IS 1.22 M BELOW ROAD.
 BJ3899
 BJ3899                          STATION RECOVERY (2005)
 BJ3899
 BJ3899'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ3899'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0071 ***********************************************************************
 BJ0071  DESIGNATION -  15 ABLDAPA
 BJ0071  PID         -  BJ0071
 BJ0071  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0071  USGS QUAD   -  PORT HUDSON (1994)
 BJ0071
 BJ0071                         *CURRENT SURVEY CONTROL
 BJ0071  ___________________________________________________________________
 BJ0071* NAD 83(1986)-  30 43 25.     (N)    091 21 38.     (W)     SCALED    
 BJ0071* NAVD 88     -        11.520  (meters)      37.80   (feet)  ADJUSTED  
 BJ0071  ___________________________________________________________________
 BJ0071  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0071  DYNAMIC HT  -          11.505 (meters)      37.75  (feet)  COMP
 BJ0071  MODELED GRAV-     979,358.5   (mgal)                       NAVD 88
 BJ0071
 BJ0071  VERT ORDER  -  FIRST     CLASS I
 BJ0071
 BJ0071.The horizontal coordinates were scaled from a topographic map and have
 BJ0071.an estimated accuracy of +/- 6 seconds.
 BJ0071
 BJ0071.The orthometric height was determined by differential leveling
 BJ0071.and adjusted by the National Geodetic Survey in February 1994..
 BJ0071
 BJ0071.The geoid height was determined by GEOID03.
 BJ0071
 BJ0071.The dynamic height is computed by dividing the NAVD 88
 BJ0071.geopotential number by the normal gravity value computed on the
 BJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0071.degrees latitude (g = 980.6199 gals.).
 BJ0071
 BJ0071.The modeled gravity was interpolated from observed gravity values.
 BJ0071
 BJ0071;                    North         East    Units  Estimated Accuracy
 BJ0071;SPC LA S     -   246,480.      997,390.      MT  (+/- 180 meters Scaled)
 BJ0071
 BJ0071                          SUPERSEDED SURVEY CONTROL
 BJ0071
 BJ0071  NAVD 88 (06/15/91)   11.554  (m)           37.91   (f) UNKNOWN     1 1
 BJ0071  NGVD 29 (??/??/??)   11.512  (m)           37.77   (f) ADJUSTED    1 1
 BJ0071
 BJ0071.Superseded values are not recommended for survey control.
 BJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0071.See file dsdata.txt to determine how the superseded data were derived.
 BJ0071
 BJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ569001(NAD 83)
 BJ0071_MARKER: P = PIPE CAP
 BJ0071_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0071_SP_SET: 105.27 FT 1-INCH IRON PIPE
 BJ0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0071
 BJ0071  HISTORY     - Date     Condition        Report By
 BJ0071  HISTORY     - 1975     MONUMENTED       USE
 BJ0071  HISTORY     - 1976     GOOD             NGS
 BJ0071
 BJ0071                          STATION DESCRIPTION
 BJ0071
 BJ0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0071'5.7 MI EAST FROM POINTE COUPEE.
 BJ0071'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0071'HIGHWAY 420 AT POINTE COUPEE, THENCE 3.2 MILES SOUTHEAST ALONG STATE
 BJ0071'HIGHWAY 981, AT A CROSSING OF A CATTLE GUARD, 27 FT NORTHEAST OF
 BJ0071'THE CENTER LINE OF THE HIGHWAY, 100 FT NORTHEAST OF AND ACROSS THE
 BJ0071'HIGHWAY FROM POWER LINE POLE 29 WITH GUY WIRES, 156.1 FT SOUTHEAST
 BJ0071'OF EAST CORNER OF THE CATTLEGUARD A CAP ON A 1-INCH PIPE DRIVEN TO
 BJ0071'A DEPTH OF 105.3 FT ENCASED IN 2 INCH PIPE BORED TO A DEPTH OF 93.2
 BJ0071'FT, ACCESS IS HAD THROUGH A 3-INCH PIPE AND CAP THAT PROJECTS .2 FT
 BJ0071'ABOVE GROUND, 3-INCH GUARD PIPE SURROUND BM 120 DEGREES APART 1.5 FT
 BJ0071'FROM THE CENTER OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2694 ***********************************************************************
 BJ2694  DESIGNATION -  15 BOLT 1929
 BJ2694  PID         -  BJ2694
 BJ2694  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2694  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2694
 BJ2694                         *CURRENT SURVEY CONTROL
 BJ2694  ___________________________________________________________________
 BJ2694* NAD 83(1986)-  30 49 07.     (N)    091 47 49.     (W)     SCALED    
 BJ2694* NAVD 88     -        11.54   (+/-2cm)      37.9    (feet)  VERTCON   
 BJ2694  ___________________________________________________________________
 BJ2694  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ2694
 BJ2694  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2694
 BJ2694.The horizontal coordinates were scaled from a topographic map and have
 BJ2694.an estimated accuracy of +/- 6 seconds.
 BJ2694
 BJ2694.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2694.The vertical order pertains to the NGVD 29 superseded value.
 BJ2694
 BJ2694.The geoid height was determined by GEOID03.
 BJ2694
 BJ2694;                    North         East    Units  Estimated Accuracy
 BJ2694;SPC LA S     -   257,100.      955,640.      MT  (+/- 180 meters Scaled)
 BJ2694
 BJ2694                          SUPERSEDED SURVEY CONTROL
 BJ2694
 BJ2694  NGVD 29 (??/??/??)   11.533  (m)           37.84   (f) ADJUSTED    1 2
 BJ2694
 BJ2694.Superseded values are not recommended for survey control.
 BJ2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2694.See file dsdata.txt to determine how the superseded data were derived.
 BJ2694
 BJ2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ150101(NAD 83)
 BJ2694_MARKER: B = BOLT
 BJ2694_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2694_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2694_STAMPING: PBM 15 1929
 BJ2694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2694
 BJ2694  HISTORY     - Date     Condition        Report By
 BJ2694  HISTORY     - 1929     MONUMENTED       DOD
 BJ2694  HISTORY     - 1966     GOOD             CGS
 BJ2694
 BJ2694                          STATION DESCRIPTION
 BJ2694
 BJ2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2694'11.1 MI NE FROM MELVILLE.
 BJ2694'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2694'STATION AT MELVILLE, THENCE 5.75 MILES NORTH ALONG A LEVEE AND STATE
 BJ2694'ROAD 417, THENCE 4.85 MILES NORTH ALONG A GRAVELED ROAD, OR ABOUT 0.8
 BJ2694'MILE SOUTH EAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2694'SIMMESPORT, THENCE 7.65 MILES SOUTH ALONG STATE ROAD 417, THENCE 4.35
 BJ2694'MILES SOUTH ALONG A LEVEE AND A GRAVELED ROAD, IN SECTION 9, T 3 S, R
 BJ2694'7 E, ON THE INSIDE OF A SHARP CURVE IN THE ROAD, 49 FEET WEST OF THE
 BJ2694'NORTHWEST CORNER OF A SMALL FRAME HOUSE, 41 FEET EAST OF THE CENTER
 BJ2694'LINE OF THE ROAD, 68 FEET EAST AND ACROSS THE ROAD FROM TELEPHONE POLE
 BJ2694'NUMBER 52, 46 1/2 FEET WEST OF A 12-INCH WILLOW TREE, 3.7 FEET WEST OF
 BJ2694'A FENCE, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 BJ2694'THE LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A TILE ABOUT 3
 BJ2694'FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ2694'5-INCH IRON PIPE WHICH BEARS A U. S. ENGINEERS CAP AND PROJECTS 1
 BJ2694'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2096 ***********************************************************************
 BJ2096  DESIGNATION -  15 C
 BJ2096  PID         -  BJ2096
 BJ2096  STATE/COUNTY-  LA/IBERIA
 BJ2096  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2096
 BJ2096                         *CURRENT SURVEY CONTROL
 BJ2096  ___________________________________________________________________
 BJ2096* NAD 83(1986)-  30 01 51.     (N)    091 28 00.     (W)     SCALED    
 BJ2096* NAVD 88     -         1.50   (+/-2cm)       4.9    (feet)  VERTCON   
 BJ2096  ___________________________________________________________________
 BJ2096  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BJ2096
 BJ2096  VERT ORDER  -  ? (See Below)
 BJ2096
 BJ2096.The horizontal coordinates were scaled from a topographic map and have
 BJ2096.an estimated accuracy of +/- 6 seconds.
 BJ2096
 BJ2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2096.The vertical order pertains to the NGVD 29 superseded value.
 BJ2096
 BJ2096.The geoid height was determined by GEOID03.
 BJ2096
 BJ2096;                    North         East    Units  Estimated Accuracy
 BJ2096;SPC LA S     -   169,690.      987,140.      MT  (+/- 180 meters Scaled)
 BJ2096
 BJ2096                          SUPERSEDED SURVEY CONTROL
 BJ2096
 BJ2096  NGVD 29 (??/??/??)    1.537  (m)            5.04   (f) ADJUSTED    ?  
 BJ2096
 BJ2096.Superseded values are not recommended for survey control.
 BJ2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2096.See file dsdata.txt to determine how the superseded data were derived.
 BJ2096
 BJ2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP478231(NAD 83)
 BJ2096_MARKER: S = SPIKE
 BJ2096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2096_SP_SET: TREE
 BJ2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2096
 BJ2096  HISTORY     - Date     Condition        Report By
 BJ2096  HISTORY     - UNK      MONUMENTED       DOD
 BJ2096  HISTORY     - 1936     GOOD             DOD
 BJ2096
 BJ2096                          STATION DESCRIPTION
 BJ2096
 BJ2096'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2096'0.75 MI NW FROM HOG ISLAND.
 BJ2096'ACROSS KEELBOAT PASS FROM HOG ISLAND, IBERIA PARISH, ABOUT 3/4 MILE
 BJ2096'NORTHWEST OF CATFISH BAYOU, DUE EAST OF A POINT ABOUT 300 FEET ABOVE
 BJ2096'THE SOUTHERN TIP OF HOG ISLAND PASS, ABOUT 150 FEET EAST OF KEELBOAT
 BJ2096'PASS, ON RANGE 17 OF THE ATCHAFALAYA BASIN CROSS SECTIONS, IN A 7-INCH
 BJ2096'CYPRESS TREE, AND ABOUT 1.5 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2693 ***********************************************************************
 BJ2693  DESIGNATION -  15 CAP 1929
 BJ2693  PID         -  BJ2693
 BJ2693  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2693  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2693
 BJ2693                         *CURRENT SURVEY CONTROL
 BJ2693  ___________________________________________________________________
 BJ2693* NAD 83(1986)-  30 49 06.     (N)    091 47 49.     (W)     SCALED    
 BJ2693* NAVD 88     -        12.77   (+/-2cm)      41.9    (feet)  VERTCON   
 BJ2693  ___________________________________________________________________
 BJ2693  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ2693
 BJ2693  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2693
 BJ2693.The horizontal coordinates were scaled from a topographic map and have
 BJ2693.an estimated accuracy of +/- 6 seconds.
 BJ2693
 BJ2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2693.The vertical order pertains to the NGVD 29 superseded value.
 BJ2693
 BJ2693.The geoid height was determined by GEOID03.
 BJ2693
 BJ2693;                    North         East    Units  Estimated Accuracy
 BJ2693;SPC LA S     -   257,070.      955,640.      MT  (+/- 180 meters Scaled)
 BJ2693
 BJ2693                          SUPERSEDED SURVEY CONTROL
 BJ2693
 BJ2693  NGVD 29 (??/??/??)   12.765  (m)           41.88   (f) ADJUSTED    1 2
 BJ2693
 BJ2693.Superseded values are not recommended for survey control.
 BJ2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2693.See file dsdata.txt to determine how the superseded data were derived.
 BJ2693
 BJ2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ150100(NAD 83)
 BJ2693_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2693_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2693_STAMPING: PBM 15 1929
 BJ2693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2693
 BJ2693  HISTORY     - Date     Condition        Report By
 BJ2693  HISTORY     - 1929     MONUMENTED       DOD
 BJ2693  HISTORY     - 1966     GOOD             CGS
 BJ2693
 BJ2693                          STATION DESCRIPTION
 BJ2693
 BJ2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2693'11.1 MI NE FROM MELVILLE.
 BJ2693'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2693'STATION AT MELVILLE, THENCE 5.75 MILES NORTH ALONG A LEVEE AND STATE
 BJ2693'ROAD 417, THENCE 4.85 MILES NORTH ALONG A GRAVELED ROAD, OR ABOUT 0.8
 BJ2693'MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2693'SIMMESPORT, THENCE 7.65 MILES SOUTH ALONG STATE ROAD 417, THENCE 4.35
 BJ2693'MILES SOUTH ALONG A LEVEE AND A GRAVELED ROAD, IN SECTION 9, T 3 S, R
 BJ2693'7 E, ON THE INSIDE OF A SHARP CURVE IN THE ROAD, 49 FEET WEST OF THE
 BJ2693'NORTHWEST CORNER OF A SMALL FRAME HOUSE, 41 FEET EAST OF THE CENTER
 BJ2693'LINE OF THE ROAD, 68 FEET EAST AND ACROSS THE ROAD FROM TELEPHONE POLE
 BJ2693'NUMBER 52, 46 1/2 FEET WEST OF A 12-INCH WILLOW TREE, 3.7 FEET WEST OF
 BJ2693'A FENCE, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 BJ2693'THE LEVEL OF THE ROAD, A 5-INCH IRON PIPE WHICH BEARS A U. S.
 BJ2693'ENGINEERS CAP AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0789 ***********************************************************************
 BW0789  DESIGNATION -  15 V 1
 BW0789  PID         -  BW0789
 BW0789  STATE/COUNTY-  LA/CONCORDIA
 BW0789  USGS QUAD   -  SPOKANE (1976)
 BW0789
 BW0789                         *CURRENT SURVEY CONTROL
 BW0789  ___________________________________________________________________
 BW0789* NAD 83(1986)-  31 44 37.     (N)    091 29 36.     (W)     SCALED    
 BW0789* NAVD 88     -        17.90   (+/-2cm)      58.7    (feet)  VERTCON   
 BW0789  ___________________________________________________________________
 BW0789  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW0789
 BW0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0789
 BW0789.The horizontal coordinates were scaled from a topographic map and have
 BW0789.an estimated accuracy of +/- 6 seconds.
 BW0789
 BW0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0789.The vertical order pertains to the NGVD 29 superseded value.
 BW0789
 BW0789.The geoid height was determined by GEOID03.
 BW0789
 BW0789;                    North         East    Units  Estimated Accuracy
 BW0789;SPC LA N     -   138,330.    1,095,380.      MT  (+/- 180 meters Scaled)
 BW0789
 BW0789                          SUPERSEDED SURVEY CONTROL
 BW0789
 BW0789  NGVD 29 (??/??/92)   17.908  (m)           58.75   (f) ADJ UNCH    2 0
 BW0789
 BW0789.Superseded values are not recommended for survey control.
 BW0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0789.See file dsdata.txt to determine how the superseded data were derived.
 BW0789
 BW0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR427130(NAD 83)
 BW0789_MARKER: DB = BENCH MARK DISK
 BW0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0789_STAMPING: 151V1 1970
 BW0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0789+STABILITY: SURFACE MOTION
 BW0789
 BW0789  HISTORY     - Date     Condition        Report By
 BW0789  HISTORY     - 1970     MONUMENTED       LADH
 BW0789
 BW0789                          STATION DESCRIPTION
 BW0789
 BW0789'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0789'4.0 MI NE FROM CLAYTON.
 BW0789'ABOUT 0.50 MILE EAST ALONG LOUISIANA HIGHWAY 15 FROM THE ELEMENTARY
 BW0789'SCHOOL IN CLAYTON, TO THE INTERSECTION OF U.S. HIGHWAY 65. THENCE
 BW0789'NORTHEAST ALONG U.S. HIGHWAY 65, 3.50 MILES TO THE MARK.  IT IS 93.0
 BW0789'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 2.0 FEET NORTH OF
 BW0789'A POWER POLE, 92.0 FEET NORTHEAST OF THE EAST END OF A CONCRETE BOX
 BW0789'CULVERT. SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 BW0789'GROUND.  A STEEL WITNESS POST IS SET 9 INCHES SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1680 ***********************************************************************
 BW1680  DESIGNATION -  15 V 2
 BW1680  PID         -  BW1680
 BW1680  STATE/COUNTY-  LA/CONCORDIA
 BW1680  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1680
 BW1680                         *CURRENT SURVEY CONTROL
 BW1680  ___________________________________________________________________
 BW1680* NAD 83(1986)-  31 44 13.     (N)    091 30 24.     (W)     SCALED    
 BW1680* NAVD 88     -        17.54   (+/-2cm)      57.5    (feet)  VERTCON   
 BW1680  ___________________________________________________________________
 BW1680  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1680
 BW1680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1680
 BW1680.The horizontal coordinates were scaled from a topographic map and have
 BW1680.an estimated accuracy of +/- 6 seconds.
 BW1680
 BW1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1680.The vertical order pertains to the NGVD 29 superseded value.
 BW1680
 BW1680.The geoid height was determined by GEOID03.
 BW1680
 BW1680;                    North         East    Units  Estimated Accuracy
 BW1680;SPC LA N     -   137,580.    1,094,120.      MT  (+/- 180 meters Scaled)
 BW1680
 BW1680                          SUPERSEDED SURVEY CONTROL
 BW1680
 BW1680  NGVD 29 (??/??/92)   17.539  (m)           57.54   (f) ADJ UNCH    2 0
 BW1680
 BW1680.Superseded values are not recommended for survey control.
 BW1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1680.See file dsdata.txt to determine how the superseded data were derived.
 BW1680
 BW1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR414122(NAD 83)
 BW1680_MARKER: DB = BENCH MARK DISK
 BW1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1680_STAMPING: 15V2 1970
 BW1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1680+STABILITY: SURFACE MOTION
 BW1680
 BW1680  HISTORY     - Date     Condition        Report By
 BW1680  HISTORY     - 1970     MONUMENTED       LADH
 BW1680
 BW1680                          STATION DESCRIPTION
 BW1680
 BW1680'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW1680'2.90 MI NE FROM CLAYTON.
 BW1680'ABOUT 0.50 MILE EAST ALONG LOUISIANA HIGHWAY 15 FROM THE ELEMENTARY
 BW1680'SCHOOL IN CLAYTON TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE
 BW1680'NORTHEAST ALONG U.S. HIGHWAY 65, 2.4 MILES TO THE MARK.  IT IS 98.0
 BW1680'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 2.0 FEET
 BW1680'SOUTHWEST OF A POWER POLE, 3.0 FEET SOUTHEAST OF A FENCE.  SET IN TOP
 BW1680'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS
 BW1680'POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1679 ***********************************************************************
 BW1679  DESIGNATION -  15 V 3
 BW1679  PID         -  BW1679
 BW1679  STATE/COUNTY-  LA/CONCORDIA
 BW1679  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1679
 BW1679                         *CURRENT SURVEY CONTROL
 BW1679  ___________________________________________________________________
 BW1679* NAD 83(1986)-  31 43 39.     (N)    091 31 15.     (W)     SCALED    
 BW1679* NAVD 88     -        17.92   (+/-2cm)      58.8    (feet)  VERTCON   
 BW1679  ___________________________________________________________________
 BW1679  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1679
 BW1679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1679
 BW1679.The horizontal coordinates were scaled from a topographic map and have
 BW1679.an estimated accuracy of +/- 6 seconds.
 BW1679
 BW1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1679.The vertical order pertains to the NGVD 29 superseded value.
 BW1679
 BW1679.The geoid height was determined by GEOID03.
 BW1679
 BW1679;                    North         East    Units  Estimated Accuracy
 BW1679;SPC LA N     -   136,520.    1,092,790.      MT  (+/- 180 meters Scaled)
 BW1679
 BW1679                          SUPERSEDED SURVEY CONTROL
 BW1679
 BW1679  NGVD 29 (??/??/92)   17.928  (m)           58.82   (f) ADJ UNCH    2 0
 BW1679
 BW1679.Superseded values are not recommended for survey control.
 BW1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1679.See file dsdata.txt to determine how the superseded data were derived.
 BW1679
 BW1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR401111(NAD 83)
 BW1679_MARKER: DB = BENCH MARK DISK
 BW1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1679_STAMPING: 15V3 1970
 BW1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1679+STABILITY: SURFACE MOTION
 BW1679
 BW1679  HISTORY     - Date     Condition        Report By
 BW1679  HISTORY     - 1970     MONUMENTED       LADH
 BW1679
 BW1679                          STATION DESCRIPTION
 BW1679
 BW1679'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW1679'1.80 MI NE FROM CLAYTON.
 BW1679'ABOUT 0.50 MILE EAST ALONG LOUISIANA HIGHWAY 15 FROM THE ELEMENTARY
 BW1679'SCHOOL IN CLAYTON TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE 1.30
 BW1679'MILES NORTHEAST ALONG U.S. HIGHWAY 65 TO THE MARK.  IT IS 102.0 FEET
 BW1679'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 2.0 FEET SOUTHWEST OF
 BW1679'A POWER POLE, 1.0 FOOT NORTHEAST OF A FENCE, 34.0 FEET EAST OF A 24
 BW1679'INCH OAK TREE.  SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES
 BW1679'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1678 ***********************************************************************
 BW1678  DESIGNATION -  15 V 4
 BW1678  PID         -  BW1678
 BW1678  STATE/COUNTY-  LA/CONCORDIA
 BW1678  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1678
 BW1678                         *CURRENT SURVEY CONTROL
 BW1678  ___________________________________________________________________
 BW1678* NAD 83(1986)-  31 43 03.     (N)    091 32 19.     (W)     SCALED    
 BW1678* NAVD 88     -        17.20   (+/-2cm)      56.4    (feet)  VERTCON   
 BW1678  ___________________________________________________________________
 BW1678  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1678
 BW1678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1678
 BW1678.The horizontal coordinates were scaled from a topographic map and have
 BW1678.an estimated accuracy of +/- 6 seconds.
 BW1678
 BW1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1678.The vertical order pertains to the NGVD 29 superseded value.
 BW1678
 BW1678.The geoid height was determined by GEOID03.
 BW1678
 BW1678;                    North         East    Units  Estimated Accuracy
 BW1678;SPC LA N     -   135,390.    1,091,110.      MT  (+/- 180 meters Scaled)
 BW1678
 BW1678                          SUPERSEDED SURVEY CONTROL
 BW1678
 BW1678  NGVD 29 (??/??/92)   17.201  (m)           56.43   (f) ADJ UNCH    2 0
 BW1678
 BW1678.Superseded values are not recommended for survey control.
 BW1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1678.See file dsdata.txt to determine how the superseded data were derived.
 BW1678
 BW1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR384100(NAD 83)
 BW1678_MARKER: DB = BENCH MARK DISK
 BW1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1678_STAMPING: 15V4 1970
 BW1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1678+STABILITY: SURFACE MOTION
 BW1678
 BW1678  HISTORY     - Date     Condition        Report By
 BW1678  HISTORY     - 1970     MONUMENTED       LADH
 BW1678  HISTORY     - 1973     GOOD             LADTD
 BW1678
 BW1678                          STATION DESCRIPTION
 BW1678
 BW1678'DESCRIBED BY LA TRANSP AND DEV 1973
 BW1678'0.6 MI NE FROM CLAYTON.
 BW1678'ABOUT 0.50 MILE EAST ALONG LOUISIANA HIGHWAY 15 FROM THE ELEMENTARY
 BW1678'SCHOOL IN CLAYTON TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE
 BW1678'NORTHEAST ALONG U.S. HIGHWAY 65, 0.10 MILE TO THE MARK.  IT IS 160.0
 BW1678'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 28.0 FEET
 BW1678'SOUTHWEST OF A POWER POLE, 102.0 FEET NORTHEAST OF THE NORTHEAST
 BW1678'CORNER OF ST. MARKS BAPTIST CHURCH, 137.0 FEET NORTHWEST OF THE NORTH
 BW1678'END OF A CONCRETE BOX CULVERT.  SET IN TOP OF A CONCRETE POST
 BW1678'PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 BW1678'FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1098 ***********************************************************************
 CP1098  DESIGNATION -  150 A BOLT
 CP1098  PID         -  CP1098
 CP1098  STATE/COUNTY-  LA/EAST CARROLL
 CP1098  USGS QUAD   -  MILLIKIN (1994)
 CP1098
 CP1098                         *CURRENT SURVEY CONTROL
 CP1098  ___________________________________________________________________
 CP1098* NAD 83(1986)-  32 57 55.     (N)    091 13 34.     (W)     SCALED    
 CP1098* NAVD 88     -        32.75   (+/-2cm)     107.4    (feet)  VERTCON   
 CP1098  ___________________________________________________________________
 CP1098  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP1098
 CP1098  VERT ORDER  -  ? (See Below)
 CP1098
 CP1098.The horizontal coordinates were scaled from a topographic map and have
 CP1098.an estimated accuracy of +/- 6 seconds.
 CP1098
 CP1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1098.The vertical order pertains to the NGVD 29 superseded value.
 CP1098
 CP1098.The geoid height was determined by GEOID03.
 CP1098
 CP1098;                    North         East    Units  Estimated Accuracy
 CP1098;SPC LA N     -   274,060.    1,119,100.      MT  (+/- 180 meters Scaled)
 CP1098
 CP1098                          SUPERSEDED SURVEY CONTROL
 CP1098
 CP1098  NGVD 29 (??/??/92)   32.827  (m)          107.70   (f) ADJ UNCH    ?  
 CP1098
 CP1098.Superseded values are not recommended for survey control.
 CP1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1098.See file dsdata.txt to determine how the superseded data were derived.
 CP1098
 CP1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS657488(NAD 83)
 CP1098_MARKER: B = BOLT
 CP1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1098_SP_SET: STONE
 CP1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1098+STABILITY: SURFACE MOTION
 CP1098
 CP1098  HISTORY     - Date     Condition        Report By
 CP1098  HISTORY     - UNK      MONUMENTED       DOD
 CP1098  HISTORY     - 1934     GOOD             DOD
 CP1098
 CP1098                          STATION DESCRIPTION
 CP1098
 CP1098'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1098'0.25 MI N FROM MILLIKEN.
 CP1098'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK OF
 CP1098'MISSISSIPPI RIVER, EAST CARROLL PARISH, LA., 1/4 MILE NORTH OF
 CP1098'MILLIKEN, 1571.13 FEET NORTHWEST OF LEVEE STA. NO. 150, 91.7 FEET WEST
 CP1098'OF A POINT ON CENTERLINE OF MO. PAC. R.R. WHICH IS 265 FEET NORTH OF
 CP1098'SWITCH SIGNAL LIGHT AND 119 FEET SOUTH OF X BOARD, 52 FEET WEST OF
 CP1098'CENTERLINE OF BORROW PIT, AND 27 FEET SOUTHEAST OF A SMALL CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1097 ***********************************************************************
 CP1097  DESIGNATION -  150 A CAP
 CP1097  PID         -  CP1097
 CP1097  STATE/COUNTY-  LA/EAST CARROLL
 CP1097  USGS QUAD   -  MILLIKIN (1994)
 CP1097
 CP1097                         *CURRENT SURVEY CONTROL
 CP1097  ___________________________________________________________________
 CP1097* NAD 83(1986)-  32 57 55.     (N)    091 13 34.     (W)     SCALED    
 CP1097* NAVD 88     -        33.96   (+/-2cm)     111.4    (feet)  VERTCON   
 CP1097  ___________________________________________________________________
 CP1097  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP1097
 CP1097  VERT ORDER  -  ? (See Below)
 CP1097
 CP1097.The horizontal coordinates were scaled from a topographic map and have
 CP1097.an estimated accuracy of +/- 6 seconds.
 CP1097
 CP1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1097.The vertical order pertains to the NGVD 29 superseded value.
 CP1097
 CP1097.The geoid height was determined by GEOID03.
 CP1097
 CP1097;                    North         East    Units  Estimated Accuracy
 CP1097;SPC LA N     -   274,060.    1,119,100.      MT  (+/- 180 meters Scaled)
 CP1097
 CP1097                          SUPERSEDED SURVEY CONTROL
 CP1097
 CP1097  NGVD 29 (??/??/92)   34.032  (m)          111.65   (f) ADJ UNCH    ?  
 CP1097
 CP1097.Superseded values are not recommended for survey control.
 CP1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1097.See file dsdata.txt to determine how the superseded data were derived.
 CP1097
 CP1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS657488(NAD 83)
 CP1097_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1097
 CP1097  HISTORY     - Date     Condition        Report By
 CP1097  HISTORY     - UNK      MONUMENTED       DOD
 CP1097  HISTORY     - 1934     GOOD             DOD
 CP1097
 CP1097                          STATION DESCRIPTION
 CP1097
 CP1097'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1097'0.25 MI N FROM MILLIKEN.
 CP1097'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK OF
 CP1097'MISSISSIPPI RIVER, EAST CARROLL PARISH, LA., 1/4 MILE NORTH OF
 CP1097'MILLIKEN, 1571.13 FEET NORTHWEST OF LEVEE STA. NO. 150, 91.7 FEET WEST
 CP1097'OF A POINT ON CENTERLINE OF MO. PAC. R.R. WHICH IS 265 FEET NORTH OF
 CP1097'SWITCH SIGNAL LIGHT AND 119 FEET SOUTH OF X BOARD, 52 FEET WEST OF
 CP1097'CENTERLINE OF BORROW PIT, AND 27 FEET SOUTHEAST OF A SMALL CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1410 ***********************************************************************
 BX1410  DESIGNATION -  150 USGS
 BX1410  PID         -  BX1410
 BX1410  STATE/COUNTY-  LA/GRANT
 BX1410  USGS QUAD   -  VERDA (1983)
 BX1410
 BX1410                         *CURRENT SURVEY CONTROL
 BX1410  ___________________________________________________________________
 BX1410* NAD 83(1986)-  31 40 41.     (N)    092 46 06.     (W)     SCALED    
 BX1410* NAVD 88     -        45.62   (+/-2cm)     149.7    (feet)  VERTCON   
 BX1410  ___________________________________________________________________
 BX1410  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1410
 BX1410  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1410
 BX1410.The horizontal coordinates were scaled from a topographic map and have
 BX1410.an estimated accuracy of +/- 6 seconds.
 BX1410
 BX1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1410.The vertical order pertains to the NGVD 29 superseded value.
 BX1410
 BX1410.The geoid height was determined by GEOID03.
 BX1410
 BX1410;                    North         East    Units  Estimated Accuracy
 BX1410;SPC LA N     -   130,650.      974,560.      MT  (+/- 180 meters Scaled)
 BX1410
 BX1410                          SUPERSEDED SURVEY CONTROL
 BX1410
 BX1410  NGVD 29 (??/??/??)   45.632  (m)          149.71   (f) ADJUSTED    1 2
 BX1410
 BX1410.Superseded values are not recommended for survey control.
 BX1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1410.See file dsdata.txt to determine how the superseded data were derived.
 BX1410
 BX1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR219047(NAD 83)
 BX1410_MARKER: P = PIPE CAP
 BX1410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1410_STAMPING: 150 1906
 BX1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1410
 BX1410  HISTORY     - Date     Condition        Report By
 BX1410  HISTORY     - 1906     MONUMENTED       USGS
 BX1410  HISTORY     - 1950     GOOD             CGS
 BX1410
 BX1410                          STATION DESCRIPTION
 BX1410
 BX1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1410'1.2 MI SW FROM NEW VERDA.
 BX1410'0.1 MILE SOUTH ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1410'VERDA, THENCE 1.1 MILES SOUTHWEST ALONG THE ABANDONED LOUISIANA AND
 BX1410'NAVIGATION RAILWAY CO. RAILROAD, 50 FEET EAST OF THE CENTER LINE OF
 BX1410'THE OLD TRACK BED, 20.0 FEET NORTHEAST OF A 12-INCH PINE WITH A
 BX1410'TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE TREE, A 3 1/2-INCH
 BX1410'BRONZE CAP RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 1 FOOT ABOVE
 BX1410'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1161 ***********************************************************************
 CP1161  DESIGNATION -  1500 A BOLT
 CP1161  PID         -  CP1161
 CP1161  STATE/COUNTY-  LA/EAST CARROLL
 CP1161  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1161
 CP1161                         *CURRENT SURVEY CONTROL
 CP1161  ___________________________________________________________________
 CP1161* NAD 83(1986)-  32 41 59.     (N)    091 08 27.     (W)     SCALED    
 CP1161* NAVD 88     -        29.39   (+/-2cm)      96.4    (feet)  VERTCON   
 CP1161  ___________________________________________________________________
 CP1161  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1161
 CP1161  VERT ORDER  -  ? (See Below)
 CP1161
 CP1161.The horizontal coordinates were scaled from a topographic map and have
 CP1161.an estimated accuracy of +/- 6 seconds.
 CP1161
 CP1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1161.The vertical order pertains to the NGVD 29 superseded value.
 CP1161
 CP1161.The geoid height was determined by GEOID03.
 CP1161
 CP1161;                    North         East    Units  Estimated Accuracy
 CP1161;SPC LA N     -   244,700.    1,127,450.      MT  (+/- 180 meters Scaled)
 CP1161
 CP1161                          SUPERSEDED SURVEY CONTROL
 CP1161
 CP1161  NGVD 29 (??/??/92)   29.441  (m)           96.59   (f) ADJ UNCH    ?  
 CP1161
 CP1161.Superseded values are not recommended for survey control.
 CP1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1161.See file dsdata.txt to determine how the superseded data were derived.
 CP1161
 CP1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS742195(NAD 83)
 CP1161_MARKER: B = BOLT
 CP1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1161_SP_SET: STONE
 CP1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1161+STABILITY: SURFACE MOTION
 CP1161
 CP1161  HISTORY     - Date     Condition        Report By
 CP1161  HISTORY     - UNK      MONUMENTED       DOD
 CP1161  HISTORY     - 1934     GOOD             DOD
 CP1161
 CP1161                          STATION DESCRIPTION
 CP1161
 CP1161'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1161'3 MI NE FROM TRANSYLVANIA.
 CP1161'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1161'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 3 MILES NORTHEAST
 CP1161'OF TRANSYLVANIA, LA.  736 FEET FROM LEVEE STATION NO. 1500. DIRECTLY
 CP1161'IN FRONT OF SMALL HOUSE.  NEAR LARGE BARN.  ACROSS DIRT ROAD FROM
 CP1161'LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1160 ***********************************************************************
 CP1160  DESIGNATION -  1500 A CAP
 CP1160  PID         -  CP1160
 CP1160  STATE/COUNTY-  LA/EAST CARROLL
 CP1160  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1160
 CP1160                         *CURRENT SURVEY CONTROL
 CP1160  ___________________________________________________________________
 CP1160* NAD 83(1986)-  32 41 59.     (N)    091 08 27.     (W)     SCALED    
 CP1160* NAVD 88     -        30.60   (+/-2cm)     100.4    (feet)  VERTCON   
 CP1160  ___________________________________________________________________
 CP1160  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1160
 CP1160  VERT ORDER  -  ? (See Below)
 CP1160
 CP1160.The horizontal coordinates were scaled from a topographic map and have
 CP1160.an estimated accuracy of +/- 6 seconds.
 CP1160
 CP1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1160.The vertical order pertains to the NGVD 29 superseded value.
 CP1160
 CP1160.The geoid height was determined by GEOID03.
 CP1160
 CP1160;                    North         East    Units  Estimated Accuracy
 CP1160;SPC LA N     -   244,700.    1,127,450.      MT  (+/- 180 meters Scaled)
 CP1160
 CP1160                          SUPERSEDED SURVEY CONTROL
 CP1160
 CP1160  NGVD 29 (??/??/92)   30.644  (m)          100.54   (f) ADJ UNCH    ?  
 CP1160
 CP1160.Superseded values are not recommended for survey control.
 CP1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1160.See file dsdata.txt to determine how the superseded data were derived.
 CP1160
 CP1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS742195(NAD 83)
 CP1160_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1160
 CP1160  HISTORY     - Date     Condition        Report By
 CP1160  HISTORY     - UNK      MONUMENTED       DOD
 CP1160  HISTORY     - 1934     GOOD             DOD
 CP1160
 CP1160                          STATION DESCRIPTION
 CP1160
 CP1160'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1160'3 MI NE FROM TRANSYLVANIA.
 CP1160'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1160'MISS. RIVER, EAST CARROLL PARISH, LA. APPROXIMATELY 3 MILES NORTHEAST
 CP1160'OF TRANSYLVANIA, LA.  736 FEET FROM LEVEE STATION NO. 1500.  DIRECTLY
 CP1160'IN FRONT OF SMALL HOUSE.  NEAR LARGE BARN.  ACROSS DIRT ROAD FROM
 CP1160'LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5231 ***********************************************************************
 BJ5231  DESIGNATION -  150/D
 BJ5231  PID         -  BJ5231
 BJ5231  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5231  USGS QUAD   -  INNIS (1994)
 BJ5231
 BJ5231                         *CURRENT SURVEY CONTROL
 BJ5231  ___________________________________________________________________
 BJ5231* NAD 83(1992)-  30 55 52.98797(N)    091 39 33.43759(W)     ADJUSTED  
 BJ5231* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BJ5231  ___________________________________________________________________
 BJ5231  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ5231  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5231
 BJ5231  HORZ ORDER  -  SECOND
 BJ5231
 BJ5231.The horizontal coordinates were established by classical geodetic methods
 BJ5231.and adjusted by the National Geodetic Survey in January 1993..
 BJ5231
 BJ5231.The orthometric height was scaled from a topographic map.
 BJ5231
 BJ5231.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5231
 BJ5231.The geoid height was determined by GEOID03.
 BJ5231
 BJ5231;                    North         East     Units Scale Factor Converg.
 BJ5231;SPC LA S     -   269,561.297   968,845.906   MT  1.00005739   -0 09 46.7
 BJ5231;SPC LA S     -   884,385.69  3,178,621.94   sFT  1.00005739   -0 09 46.7
 BJ5231;SPC MS W     -   159,423.706   573,276.037   MT  1.00014802   -0 40 53.9
 BJ5231;SPC MS W     -   523,042.61  1,880,823.13   sFT  1.00014802   -0 40 53.9
 BJ5231;SPC LA N     -    48,143.526 1,080,353.140   MT  1.00006167   +0 26 40.1
 BJ5231;SPC LA N     -   157,950.88  3,544,458.59   sFT  1.00006167   +0 26 40.1
 BJ5231;UTM  15      - 3,422,768.174   628,089.579   MT  0.99980238   +0 41 21.2
 BJ5231
 BJ5231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5231!SPC LA S     -   1.00000207  x   1.00005739  =   1.00005946
 BJ5231!SPC MS W     -   1.00000207  x   1.00014802  =   1.00015009
 BJ5231!SPC LA N     -   1.00000207  x   1.00006167  =   1.00006374
 BJ5231!UTM  15      -   1.00000207  x   0.99980238  =   0.99980445
 BJ5231
 BJ5231                          SUPERSEDED SURVEY CONTROL
 BJ5231
 BJ5231  NAD 83(1986)-  30 55 53.00514(N)    091 39 33.43193(W) AD(       ) 2
 BJ5231  NAD 27      -  30 55 52.35516(N)    091 39 33.00456(W) AD(       ) 2
 BJ5231
 BJ5231.Superseded values are not recommended for survey control.
 BJ5231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5231.See file dsdata.txt to determine how the superseded data were derived.
 BJ5231
 BJ5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2809022768(NAD 83)
 BJ5231_MARKER: P = PIPE CAP
 BJ5231_SETTING: 0 = UNSPECIFIED SETTING
 BJ5231
 BJ5231  HISTORY     - Date     Condition        Report By
 BJ5231  HISTORY     - 1919     MONUMENTED       MRC
 BJ5231
 BJ5231                          STATION DESCRIPTION
 BJ5231
 BJ5231'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1919 (LHZ)
 BJ5231'ON RIGHT BANK OF MISSISSIPPI RIVER, ABOUT 1/4 MILE ABOVE
 BJ5231'SMITHLAND LANDING, ABOUT 1/4 MILE FROM RIVER BANK, 250 METERS
 BJ5231'(820 FEET) BACK OF LEVEE, IN E-W WIRE FENCE LINE, 14 METERS
 BJ5231'(46 FEET) BACK OF SMALL DRY SLOUGH, AND ABOUT 250 METERS
 BJ5231'(820 FEET) SW OF CABIN NEAR LEVEE.
 BJ5231'
 BJ5231'STATION IS MARKED AT THE SURFACE BY A STANDARD MISSISSIPPI
 BJ5231'RIVER COMMISSION, BRASS CAP IN A 4-INCH STEEL PIPE 4 FEET LONG,
 BJ5231'AND UNDERGROUND BY A COPPER BOLT IN AN 18-INCH SQUARE VITRIFIED
 BJ5231'TILE 4 INCHES THICK.
 BJ5231'
 BJ5231'A BLAZED 10-INCH ELM TREE IS 10.5 METERS (34 FEET) FROM
 BJ5231'STATION N 55 DEG E.
 BJ5231'
 BJ5231'STATION SMITH IS 51.93 METERS (170.4 FEET) FROM STATION
 BJ5231'N 84 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2615 ***********************************************************************
 BJ2615  DESIGNATION -  150/D BOLT
 BJ2615  PID         -  BJ2615
 BJ2615  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2615  USGS QUAD   -  INNIS (1994)
 BJ2615
 BJ2615                         *CURRENT SURVEY CONTROL
 BJ2615  ___________________________________________________________________
 BJ2615* NAD 83(1986)-  30 55 51.     (N)    091 39 31.     (W)     SCALED    
 BJ2615* NAVD 88     -        12.03   (+/-2cm)      39.5    (feet)  VERTCON   
 BJ2615  ___________________________________________________________________
 BJ2615  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ2615
 BJ2615  VERT ORDER  -  ? (See Below)
 BJ2615
 BJ2615.The horizontal coordinates were scaled from a topographic map and have
 BJ2615.an estimated accuracy of +/- 6 seconds.
 BJ2615
 BJ2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2615.The vertical order pertains to the NGVD 29 superseded value.
 BJ2615
 BJ2615.The geoid height was determined by GEOID03.
 BJ2615
 BJ2615;                    North         East    Units  Estimated Accuracy
 BJ2615;SPC LA S     -   269,500.      968,910.      MT  (+/- 180 meters Scaled)
 BJ2615
 BJ2615                          SUPERSEDED SURVEY CONTROL
 BJ2615
 BJ2615  NGVD 29 (??/??/??)   12.015  (m)           39.42   (f) ADJUSTED    ?  
 BJ2615
 BJ2615.Superseded values are not recommended for survey control.
 BJ2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2615.See file dsdata.txt to determine how the superseded data were derived.
 BJ2615
 BJ2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ281227(NAD 83)
 BJ2615_MARKER: B = BOLT
 BJ2615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2615
 BJ2615  HISTORY     - Date     Condition        Report By
 BJ2615  HISTORY     - UNK      MONUMENTED       DOD
 BJ2615  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2615
 BJ2615                          STATION DESCRIPTION
 BJ2615
 BJ2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2615'4.8 MI SE FROM TORRAS.
 BJ2615'PBM IS TILE AND PIPE ON RIGHT BANK OF THE MISSISSIPPI RIVER IN POINTE
 BJ2615'COUPEE PARISH, LA. 1/4 MILE ABOVE SMITHLAND LANDING.  1/4 MILE FROM
 BJ2615'RIVER BANK, 23.7 MILES BACK OF BASE OF LEVEE, IN E. AND W. WIRE FENCE.
 BJ2615'14 MILES BACK OF SMALL DRY SLOUGH.  7.2 MILES SW OF 15 IN. PECAN
 BJ2615'TREE.  17.5 MILES SE OF 28 IN. DOUBLE PECAN TREE.  75 MILES SE OF
 BJ2615'CABIN OCCUPIED BY BERTHA PATE.  TOP OF PIPE 12 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0950 ***********************************************************************
 BX0950  DESIGNATION -  1532 LAGS
 BX0950  PID         -  BX0950
 BX0950  STATE/COUNTY-  LA/RAPIDES
 BX0950  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0950
 BX0950                         *CURRENT SURVEY CONTROL
 BX0950  ___________________________________________________________________
 BX0950* NAD 83(1986)-  31 14 51.     (N)    092 26 00.     (W)     SCALED    
 BX0950* NAVD 88     -        24.705  (meters)      81.05   (feet)  ADJUSTED  
 BX0950  ___________________________________________________________________
 BX0950  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX0950  DYNAMIC HT  -          24.674 (meters)      80.95  (feet)  COMP
 BX0950  MODELED GRAV-     979,404.1   (mgal)                       NAVD 88
 BX0950
 BX0950  VERT ORDER  -  FIRST     CLASS I
 BX0950
 BX0950.The horizontal coordinates were scaled from a topographic map and have
 BX0950.an estimated accuracy of +/- 6 seconds.
 BX0950
 BX0950.The orthometric height was determined by differential leveling
 BX0950.and adjusted by the National Geodetic Survey in February 1994..
 BX0950
 BX0950.The geoid height was determined by GEOID03.
 BX0950
 BX0950.The dynamic height is computed by dividing the NAVD 88
 BX0950.geopotential number by the normal gravity value computed on the
 BX0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0950.degrees latitude (g = 980.6199 gals.).
 BX0950
 BX0950.The modeled gravity was interpolated from observed gravity values.
 BX0950
 BX0950;                    North         East    Units  Estimated Accuracy
 BX0950;SPC LA N     -    82,880.    1,006,350.      MT  (+/- 180 meters Scaled)
 BX0950
 BX0950                          SUPERSEDED SURVEY CONTROL
 BX0950
 BX0950  NAVD 88 (06/15/91)   24.703  (m)           81.05   (f) UNKNOWN     1 1
 BX0950  NGVD 29 (??/??/??)   24.691  (m)           81.01   (f) ADJUSTED    1 1
 BX0950
 BX0950.Superseded values are not recommended for survey control.
 BX0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0950.See file dsdata.txt to determine how the superseded data were derived.
 BX0950
 BX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ539571(NAD 83)
 BX0950_MARKER: DD = SURVEY DISK
 BX0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0950_SP_SET: CONCRETE FILLED
 BX0950_STAMPING: 1532
 BX0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0950
 BX0950  HISTORY     - Date     Condition        Report By
 BX0950  HISTORY     - UNK      MONUMENTED       LAGS
 BX0950  HISTORY     - 1970     GOOD             NGS
 BX0950
 BX0950                          STATION DESCRIPTION
 BX0950
 BX0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0950'5.55 MI S FROM ALEXANDRIA.
 BX0950'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0950'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0950'RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.95 MILE
 BX0950'SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 167 BYPASS, THENCE 0.2 MILE
 BX0950'NORTHEAST ALONG SUGAR HOUSE ROAD, THENCE 0.5 MILE SOUTH ALONG A
 BX0950'RAILROAD WHICH IS USED BY THE MISSOURI PACIFIC AND THE CHICAGO, ROCK
 BX0950'ISLAND AND PACIFIC RAILROADS AND THE TEXAS AND PACIFIC RAILWAY, 19
 BX0950'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE TEXAS AND PACIFIC
 BX0950'RAILWAY, 76 FEET NORTH OF A SWITCH STAND, 75 FEET NORTH OF A JUNCTION
 BX0950'SIGN, 56 FEET SOUTHWEST OF THE SOUTH END OF THE MOST EASTERLY CONCRETE
 BX0950'PIER OF A RAILROAD UNDERPASS FOR U.S. HIGHWAYS 71 AND 167, 1.3 FEET
 BX0950'EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 BX0950'TRACKS, AND SET IN THE TOP OF A 6-INCH GLAZED TILE THAT IS FILLED WITH
 BX0950'CONCRETE AND IS LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0951 ***********************************************************************
 BX0951  DESIGNATION -  1533 LAGS
 BX0951  PID         -  BX0951
 BX0951  STATE/COUNTY-  LA/RAPIDES
 BX0951  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0951
 BX0951                         *CURRENT SURVEY CONTROL
 BX0951  ___________________________________________________________________
 BX0951* NAD 83(1986)-  31 13 55.     (N)    092 25 48.     (W)     SCALED    
 BX0951* NAVD 88     -        24.909  (meters)      81.72   (feet)  ADJUSTED  
 BX0951  ___________________________________________________________________
 BX0951  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BX0951  DYNAMIC HT  -          24.878 (meters)      81.62  (feet)  COMP
 BX0951  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 BX0951
 BX0951  VERT ORDER  -  FIRST     CLASS I
 BX0951
 BX0951.The horizontal coordinates were scaled from a topographic map and have
 BX0951.an estimated accuracy of +/- 6 seconds.
 BX0951
 BX0951.The orthometric height was determined by differential leveling
 BX0951.and adjusted by the National Geodetic Survey in February 1994..
 BX0951
 BX0951.The geoid height was determined by GEOID03.
 BX0951
 BX0951.The dynamic height is computed by dividing the NAVD 88
 BX0951.geopotential number by the normal gravity value computed on the
 BX0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0951.degrees latitude (g = 980.6199 gals.).
 BX0951
 BX0951.The modeled gravity was interpolated from observed gravity values.
 BX0951
 BX0951;                    North         East    Units  Estimated Accuracy
 BX0951;SPC LA N     -    81,160.    1,006,670.      MT  (+/- 180 meters Scaled)
 BX0951
 BX0951                          SUPERSEDED SURVEY CONTROL
 BX0951
 BX0951  NAVD 88 (06/15/91)   24.907  (m)           81.72   (f) UNKNOWN     1 1
 BX0951  NGVD 29 (??/??/??)   24.895  (m)           81.68   (f) ADJUSTED    1 1
 BX0951
 BX0951.Superseded values are not recommended for survey control.
 BX0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0951.See file dsdata.txt to determine how the superseded data were derived.
 BX0951
 BX0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ542554(NAD 83)
 BX0951_MARKER: DD = SURVEY DISK
 BX0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0951_SP_SET: CONCRETE FILLED
 BX0951_STAMPING: 1533
 BX0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0951
 BX0951  HISTORY     - Date     Condition        Report By
 BX0951  HISTORY     - UNK      MONUMENTED       LAGS
 BX0951  HISTORY     - 1970     GOOD             NGS
 BX0951  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0951
 BX0951                          STATION DESCRIPTION
 BX0951
 BX0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0951'5.65 MI S FROM ALEXANDRIA.
 BX0951'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0951'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0951'RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.95 MILE
 BX0951'SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 167 BYPASS, THENCE 0.2 MILE
 BX0951'NORTHEAST ALONG SUGAR HOUSE ROAD, THENCE 0.5 MILE SOUTH ALONG A
 BX0951'RAILROAD WHICH IS USED BY THE MISSOURI PACIFIC AND CHICAGO, ROCK
 BX0951'ISLAND AND PACIFIC RAILROADS AND THE TEXAS AND PACIFIC RAILWAY, THENCE
 BX0951'1.1 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 BX0951'AND THE TEXAS AND PACIFIC RAILWAY, 13 RAILS SOUTH OF THE CROSSING OF
 BX0951'THE RAILROAD AND A PAVED ROAD, 100 YARDS WEST AND ACROSS THE TRACK
 BX0951'FROM A GROUP OF METAL BUILDINGS, 15 FEET NORTHEAST OF THE FOURTH
 BX0951'TELEPHONE POLE NORTH OF MILEPOST 189, 19 1/2 FEET WEST OF THE WEST
 BX0951'RAIL OF THE MAIN TRACK, 9 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER
 BX0951'OF SEMAPHORE NUMBER 189.0, 15 1/2 FEET EAST OF A FENCE, 1.4 FEET WEST
 BX0951'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 BX0951'AND SET IN THE TOP OF A 6-INCH GLAZED TILE THAT IS FILLED WITH
 BX0951'CONCRETE AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX0951
 BX0951                          STATION RECOVERY (1999)
 BX0951
 BX0951'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0954 ***********************************************************************
 BX0954  DESIGNATION -  1538 LAGS
 BX0954  PID         -  BX0954
 BX0954  STATE/COUNTY-  LA/RAPIDES
 BX0954  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0954
 BX0954                         *CURRENT SURVEY CONTROL
 BX0954  ___________________________________________________________________
 BX0954* NAD 83(1986)-  31 11 34.     (N)    092 25 17.     (W)     SCALED    
 BX0954* NAVD 88     -        24.13   (+/-2cm)      79.2    (feet)  VERTCON   
 BX0954  ___________________________________________________________________
 BX0954  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX0954
 BX0954  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0954
 BX0954.The horizontal coordinates were scaled from a topographic map and have
 BX0954.an estimated accuracy of +/- 6 seconds.
 BX0954
 BX0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0954.The vertical order pertains to the NGVD 29 superseded value.
 BX0954
 BX0954.The geoid height was determined by GEOID03.
 BX0954
 BX0954;                    North         East    Units  Estimated Accuracy
 BX0954;SPC LA N     -    76,820.    1,007,490.      MT  (+/- 180 meters Scaled)
 BX0954
 BX0954                          SUPERSEDED SURVEY CONTROL
 BX0954
 BX0954  NGVD 29 (??/??/??)   24.112  (m)           79.11   (f) ADJUSTED    2 0
 BX0954
 BX0954.Superseded values are not recommended for survey control.
 BX0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0954.See file dsdata.txt to determine how the superseded data were derived.
 BX0954
 BX0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ551511(NAD 83)
 BX0954_MARKER: DD = SURVEY DISK
 BX0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0954_STAMPING: 1538
 BX0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0954+STABILITY: SURFACE MOTION
 BX0954
 BX0954  HISTORY     - Date     Condition        Report By
 BX0954  HISTORY     - UNK      MONUMENTED       LAGS
 BX0954  HISTORY     - 1960     MARK NOT FOUND   CGS
 BX0954  HISTORY     - 1966     MARK NOT FOUND   USGS
 BX0954  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0954
 BX0954                          STATION DESCRIPTION
 BX0954
 BX0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0954'4.6 MI NW FROM LAMORIE.
 BX0954'LOCATED ABOUT 4.6 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD
 BX0954'FROM LAMORIE, RAPIDES PARISH, ON U.S. HIGHWAY 71, AT THE POINT WHERE
 BX0954'THE TEXAS AND PACIFIC RAILROAD, THE CHICAGO, ROCK ISLAND AND PACIFIC
 BX0954'AND U.S. HIGHWAY 71 START TO RUN PARALLEL, 61 FEET EAST OF THE EAST
 BX0954'RAIL OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 73 FEET WEST OF
 BX0954'THE SOUTHWEST CORNER OF THE SOUTH POST OF THE CONCRETE FLAT-ARCH
 BX0954'GATEWAY TO THE FARM OCCUPIED BY JOHN HICKMAN, ON THE WEST BANK OF THE
 BX0954'DITCH WEST OF THE HIGHWAY AND ABOUT 14 INCHES UNDERGROUND. IT IS A
 BX0954'STATE SURVEY DISK, STAMPED 1538, SET IN THE TOP OF A CONCRETE POST.
 BX0954
 BX0954                          STATION RECOVERY (1966)
 BX0954
 BX0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BX0954'MARK NOT FOUND.
 BX0954
 BX0954                          STATION RECOVERY (1999)
 BX0954
 BX0954'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0962 ***********************************************************************
 BX0962  DESIGNATION -  1544 LAGS
 BX0962  PID         -  BX0962
 BX0962  STATE/COUNTY-  LA/RAPIDES
 BX0962  USGS QUAD   -  LECOMPTE (1992)
 BX0962
 BX0962                         *CURRENT SURVEY CONTROL
 BX0962  ___________________________________________________________________
 BX0962* NAD 83(1986)-  31 05 30.     (N)    092 23 56.     (W)     SCALED    
 BX0962* NAVD 88     -        21.51   (+/-2cm)      70.6    (feet)  VERTCON   
 BX0962  ___________________________________________________________________
 BX0962  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BX0962
 BX0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0962
 BX0962.The horizontal coordinates were scaled from a topographic map and have
 BX0962.an estimated accuracy of +/- 6 seconds.
 BX0962
 BX0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0962.The vertical order pertains to the NGVD 29 superseded value.
 BX0962
 BX0962.The geoid height was determined by GEOID03.
 BX0962
 BX0962;                    North         East    Units  Estimated Accuracy
 BX0962;SPC LA N     -    65,610.    1,009,650.      MT  (+/- 180 meters Scaled)
 BX0962
 BX0962                          SUPERSEDED SURVEY CONTROL
 BX0962
 BX0962  NGVD 29 (??/??/??)   21.493  (m)           70.52   (f) ADJUSTED    2 0
 BX0962
 BX0962.Superseded values are not recommended for survey control.
 BX0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0962.See file dsdata.txt to determine how the superseded data were derived.
 BX0962
 BX0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ573399(NAD 83)
 BX0962_MARKER: DD = SURVEY DISK
 BX0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0962_STAMPING: 1544
 BX0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0962+STABILITY: SURFACE MOTION
 BX0962
 BX0962  HISTORY     - Date     Condition        Report By
 BX0962  HISTORY     - UNK      MONUMENTED       LAGS
 BX0962  HISTORY     - 1968     GOOD             LADTD
 BX0962  HISTORY     - 1972     MARK NOT FOUND   LADH
 BX0962  HISTORY     - 19990424 GOOD             USPSQD
 BX0962
 BX0962                          STATION DESCRIPTION
 BX0962
 BX0962'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0962'0.55 MI NW FROM LECOMPTE.
 BX0962'ABOUT 0.55 MILES NORTHWEST ALONG MISSOURI PACIFIC RAILROAD FROM COTTON
 BX0962'GROWER GIN COMPANY, INC. AT LECOMPTE.  395 FEET NORTHWEST ALONG
 BX0962'RAILROAD CROSSING AT FORD STREET.  9 FEET WEST OF CENTER LINE OF
 BX0962'MISSOURI PACIFIC RAILROAD.  55 FEET WEST OF RAPIDES AVENUE.  A
 BX0962'LOUISIANA GEODETIC SURVEY DISK SET IN CONCRETE POST FLUSH WITH GROUND.
 BX0962'1/4 SEC 6, T 1 N, R 1 E.
 BX0962
 BX0962                          STATION RECOVERY (1972)
 BX0962
 BX0962'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 BX0962'MARK NOT FOUND.
 BX0962
 BX0962                          STATION RECOVERY (1999)
 BX0962
 BX0962'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0964 ***********************************************************************
 BX0964  DESIGNATION -  1545 LAGS
 BX0964  PID         -  BX0964
 BX0964  STATE/COUNTY-  LA/RAPIDES
 BX0964  USGS QUAD   -  LECOMPTE (1992)
 BX0964
 BX0964                         *CURRENT SURVEY CONTROL
 BX0964  ___________________________________________________________________
 BX0964* NAD 83(1986)-  31 04 57.     (N)    092 23 39.     (W)     SCALED    
 BX0964* NAVD 88     -        23.05   (+/-2cm)      75.6    (feet)  VERTCON   
 BX0964  ___________________________________________________________________
 BX0964  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BX0964
 BX0964  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0964
 BX0964.The horizontal coordinates were scaled from a topographic map and have
 BX0964.an estimated accuracy of +/- 6 seconds.
 BX0964
 BX0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0964.The vertical order pertains to the NGVD 29 superseded value.
 BX0964
 BX0964.The geoid height was determined by GEOID03.
 BX0964
 BX0964;                    North         East    Units  Estimated Accuracy
 BX0964;SPC LA N     -    64,590.    1,010,100.      MT  (+/- 180 meters Scaled)
 BX0964
 BX0964                          SUPERSEDED SURVEY CONTROL
 BX0964
 BX0964  NGVD 29 (??/??/??)   23.029  (m)           75.55   (f) ADJUSTED    2 0
 BX0964
 BX0964.Superseded values are not recommended for survey control.
 BX0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0964.See file dsdata.txt to determine how the superseded data were derived.
 BX0964
 BX0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ577389(NAD 83)
 BX0964_MARKER: DD = SURVEY DISK
 BX0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0964_STAMPING: 1545
 BX0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0964+STABILITY: SURFACE MOTION
 BX0964
 BX0964  HISTORY     - Date     Condition        Report By
 BX0964  HISTORY     - UNK      MONUMENTED       LAGS
 BX0964  HISTORY     - 1960     GOOD             CGS
 BX0964  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0964
 BX0964                          STATION DESCRIPTION
 BX0964
 BX0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0964'IN LECOMPTE.
 BX0964'LOCATED AT LECOMPTE ALONG THE TEXAS AND PACIFIC RAILROAD, 68 FEET
 BX0964'NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD STATION, 39 FEET
 BX0964'NORTHWEST OF THE PROJECTED PLANE OF THE NORTHWEST WALL OF THE STATION,
 BX0964'24.2 FEET EAST OF THE EAST RAIL OF THE TRACKS, 35.5 FEET SOUTHEAST OF
 BX0964'THE CENTER OF THE ROAD CROSSING, 67 FEET EAST OF THE TELEGRAPH POLE
 BX0964'USJ/ESF NORTH OF THE STATION, 75 FEET WEST-SOUTHWEST OF A 4-FOOT WATER
 BX0964'OAK, 65 FEET NORTH NORTHEAST OF A BLOCK SIGNAL, 56.5 FEET NORTH OF
 BX0964'TELEGRAPH POLE NO. 6114, 80 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE
 BX0964'NORTH OF THE ROAD AND EAST OF THE TRACK, 33 FEET SOUTH OF THE
 BX0964'CENTERLINE OF CLARK STREET, AND 13.5 FEET WEST OF A ROW OF POLES. IT
 BX0964'IS A STANDARD USC AND GS AND STATE SURVEY DISK, STAMPED 1545, SET IN
 BX0964'THE TOP OF A 6-INCH SQUARE CONCRETE POST 3 INCHES BELOW THE SURFACE OF
 BX0964'THE GROUND.
 BX0964
 BX0964                          STATION RECOVERY (1999)
 BX0964
 BX0964'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1164 ***********************************************************************
 CP1164  DESIGNATION -  1550 A BOLT
 CP1164  PID         -  CP1164
 CP1164  STATE/COUNTY-  LA/EAST CARROLL
 CP1164  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1164
 CP1164                         *CURRENT SURVEY CONTROL
 CP1164  ___________________________________________________________________
 CP1164* NAD 83(1986)-  32 41 58.     (N)    091 09 23.     (W)     SCALED    
 CP1164* NAVD 88     -        29.44   (+/-2cm)      96.6    (feet)  VERTCON   
 CP1164  ___________________________________________________________________
 CP1164  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1164
 CP1164  VERT ORDER  -  ? (See Below)
 CP1164
 CP1164.The horizontal coordinates were scaled from a topographic map and have
 CP1164.an estimated accuracy of +/- 6 seconds.
 CP1164
 CP1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1164.The vertical order pertains to the NGVD 29 superseded value.
 CP1164
 CP1164.The geoid height was determined by GEOID03.
 CP1164
 CP1164;                    North         East    Units  Estimated Accuracy
 CP1164;SPC LA N     -   244,650.    1,125,990.      MT  (+/- 180 meters Scaled)
 CP1164
 CP1164                          SUPERSEDED SURVEY CONTROL
 CP1164
 CP1164  NGVD 29 (??/??/92)   29.491  (m)           96.76   (f) ADJ UNCH    ?  
 CP1164
 CP1164.Superseded values are not recommended for survey control.
 CP1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1164.See file dsdata.txt to determine how the superseded data were derived.
 CP1164
 CP1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS728194(NAD 83)
 CP1164_MARKER: B = BOLT
 CP1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1164_SP_SET: STONE
 CP1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1164+STABILITY: SURFACE MOTION
 CP1164
 CP1164  HISTORY     - Date     Condition        Report By
 CP1164  HISTORY     - UNK      MONUMENTED       DOD
 CP1164  HISTORY     - 1934     GOOD             DOD
 CP1164
 CP1164                          STATION DESCRIPTION
 CP1164
 CP1164'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1164'2 MI NE FROM TRANSYLVANIA.
 CP1164'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1164'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 2 MILES NORTHEAST
 CP1164'OF TRANSYLVANIA, LA.  648 FEET NORTHWEST OF CENTER LINE OF DIRT ROAD.
 CP1164'21 FEET WEST SOUTHWEST OF HOUSE.  3 FEET SOUTH OF PICKET FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1163 ***********************************************************************
 CP1163  DESIGNATION -  1550 A CAP
 CP1163  PID         -  CP1163
 CP1163  STATE/COUNTY-  LA/EAST CARROLL
 CP1163  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1163
 CP1163                         *CURRENT SURVEY CONTROL
 CP1163  ___________________________________________________________________
 CP1163* NAD 83(1986)-  32 41 58.     (N)    091 09 22.     (W)     SCALED    
 CP1163* NAVD 88     -        30.66   (+/-2cm)     100.6    (feet)  VERTCON   
 CP1163  ___________________________________________________________________
 CP1163  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1163
 CP1163  VERT ORDER  -  ? (See Below)
 CP1163
 CP1163.The horizontal coordinates were scaled from a topographic map and have
 CP1163.an estimated accuracy of +/- 6 seconds.
 CP1163
 CP1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1163.The vertical order pertains to the NGVD 29 superseded value.
 CP1163
 CP1163.The geoid height was determined by GEOID03.
 CP1163
 CP1163;                    North         East    Units  Estimated Accuracy
 CP1163;SPC LA N     -   244,650.    1,126,010.      MT  (+/- 180 meters Scaled)
 CP1163
 CP1163                          SUPERSEDED SURVEY CONTROL
 CP1163
 CP1163  NGVD 29 (??/??/92)   30.709  (m)          100.75   (f) ADJ UNCH    ?  
 CP1163
 CP1163.Superseded values are not recommended for survey control.
 CP1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1163.See file dsdata.txt to determine how the superseded data were derived.
 CP1163
 CP1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS728194(NAD 83)
 CP1163_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1163
 CP1163  HISTORY     - Date     Condition        Report By
 CP1163  HISTORY     - UNK      MONUMENTED       DOD
 CP1163  HISTORY     - 1934     GOOD             DOD
 CP1163
 CP1163                          STATION DESCRIPTION
 CP1163
 CP1163'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1163'2 MI NE FROM TRANSYLVANIA.
 CP1163'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1163'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 2 MILES NORTHEAST
 CP1163'OF TRANSYLVANIA, LA.  648 FEET NORTHWEST OF CENTER LINE OF DIRT ROAD.
 CP1163'21 FEET WEST SOUTHWEST OF HOUSE.  3 FEET SOUTH OF PICKET FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2634 ***********************************************************************
 BJ2634  DESIGNATION -  156/4 BOLT
 BJ2634  PID         -  BJ2634
 BJ2634  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2634  USGS QUAD   -  LACOUR (1994)
 BJ2634
 BJ2634                         *CURRENT SURVEY CONTROL
 BJ2634  ___________________________________________________________________
 BJ2634* NAD 83(1986)-  30 46 12.     (N)    091 36 00.     (W)     SCALED    
 BJ2634* NAVD 88     -         9.49   (+/-2cm)      31.1    (feet)  VERTCON   
 BJ2634  ___________________________________________________________________
 BJ2634  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2634
 BJ2634  VERT ORDER  -  ? (See Below)
 BJ2634
 BJ2634.The horizontal coordinates were scaled from a topographic map and have
 BJ2634.an estimated accuracy of +/- 6 seconds.
 BJ2634
 BJ2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2634.The vertical order pertains to the NGVD 29 superseded value.
 BJ2634
 BJ2634.The geoid height was determined by GEOID03.
 BJ2634
 BJ2634;                    North         East    Units  Estimated Accuracy
 BJ2634;SPC LA S     -   251,650.      974,470.      MT  (+/- 180 meters Scaled)
 BJ2634
 BJ2634                          SUPERSEDED SURVEY CONTROL
 BJ2634
 BJ2634  NGVD 29 (??/??/??)    9.480  (m)           31.10   (f) ADJUSTED    ?  
 BJ2634
 BJ2634.Superseded values are not recommended for survey control.
 BJ2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2634.See file dsdata.txt to determine how the superseded data were derived.
 BJ2634
 BJ2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ339049(NAD 83)
 BJ2634_MARKER: B = BOLT
 BJ2634_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2634_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2634
 BJ2634  HISTORY     - Date     Condition        Report By
 BJ2634  HISTORY     - UNK      MONUMENTED       DOD
 BJ2634  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2634
 BJ2634                          STATION DESCRIPTION
 BJ2634
 BJ2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2634'3.0 MI N FROM MORGANZA.
 BJ2634'3 MILES N ALONG STATE HIGHWAY 30 FROM MORGANZA, POINTE COUPEE PARISH,
 BJ2634'THENCE 3,300 FEET E ALONG AN OLD STATE HIGHWAY, ON THE N SIDE OF THE
 BJ2634'HIGHWAY, BETWEEN A ROAD DITCH AND AN E AND W FENCE, 137 FEET BEHIND
 BJ2634'CROSS DITCHES.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET
 BJ2634'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 BJ2634'ABOUT 2 FEET ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, STANDARD
 BJ2634'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0119 ***********************************************************************
 BJ0119  DESIGNATION -  156/4 CAP
 BJ0119  PID         -  BJ0119
 BJ0119  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0119  USGS QUAD   -  LACOUR (1994)
 BJ0119
 BJ0119                         *CURRENT SURVEY CONTROL
 BJ0119  ___________________________________________________________________
 BJ0119* NAD 83(1986)-  30 46 12.     (N)    091 36 00.     (W)     SCALED    
 BJ0119* NAVD 88     -        10.71   (+/-2cm)      35.1    (feet)  VERTCON   
 BJ0119  ___________________________________________________________________
 BJ0119  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0119
 BJ0119  VERT ORDER  -  ? (See Below)
 BJ0119
 BJ0119.The horizontal coordinates were scaled from a topographic map and have
 BJ0119.an estimated accuracy of +/- 6 seconds.
 BJ0119
 BJ0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0119.The vertical order pertains to the NGVD 29 superseded value.
 BJ0119
 BJ0119.The geoid height was determined by GEOID03.
 BJ0119
 BJ0119;                    North         East    Units  Estimated Accuracy
 BJ0119;SPC LA S     -   251,650.      974,470.      MT  (+/- 180 meters Scaled)
 BJ0119
 BJ0119                          SUPERSEDED SURVEY CONTROL
 BJ0119
 BJ0119  NGVD 29 (??/??/??)   10.702  (m)           35.11   (f) ADJUSTED    ?  
 BJ0119
 BJ0119.Superseded values are not recommended for survey control.
 BJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0119.See file dsdata.txt to determine how the superseded data were derived.
 BJ0119
 BJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ339049(NAD 83)
 BJ0119_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0119_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0119
 BJ0119  HISTORY     - Date     Condition        Report By
 BJ0119  HISTORY     - UNK      MONUMENTED       DOD
 BJ0119  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0119  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0119
 BJ0119                          STATION DESCRIPTION
 BJ0119
 BJ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0119'3.0 MI N FROM MORGANZA.
 BJ0119'3 MILES N ALONG STATE HIGHWAY 30 FROM MORGANZA, POINTE COUPEE PARISH,
 BJ0119'THENCE 3,300 FEET E ALONG AN OLD STATE HIGHWAY, ON THE N SIDE OF THE
 BJ0119'HIGHWAY, BETWEEN A ROAD DITCH AND AN E AND W FENCE, 137 FEET BEHIND
 BJ0119'CROSS DITCHES.  AN IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND AND
 BJ0119'BEARING A CORPS OF ENGINEERS, STANDARD CAP.
 BJ0119
 BJ0119                          STATION RECOVERY (1976)
 BJ0119
 BJ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0119'A COPPER BOLT SET IN TILE ABOUT 3 FT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2639 ***********************************************************************
 BJ2639  DESIGNATION -  157/4 BOLT
 BJ2639  PID         -  BJ2639
 BJ2639  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2639  USGS QUAD   -  MORGANZA (1994)
 BJ2639
 BJ2639                         *CURRENT SURVEY CONTROL
 BJ2639  ___________________________________________________________________
 BJ2639* NAD 83(1986)-  30 43 17.     (N)    091 34 26.     (W)     SCALED    
 BJ2639* NAVD 88     -        10.17   (+/-2cm)      33.4    (feet)  VERTCON   
 BJ2639  ___________________________________________________________________
 BJ2639  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2639
 BJ2639  VERT ORDER  -  ? (See Below)
 BJ2639
 BJ2639.The horizontal coordinates were scaled from a topographic map and have
 BJ2639.an estimated accuracy of +/- 6 seconds.
 BJ2639
 BJ2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2639.The vertical order pertains to the NGVD 29 superseded value.
 BJ2639
 BJ2639.The geoid height was determined by GEOID03.
 BJ2639
 BJ2639;                    North         East    Units  Estimated Accuracy
 BJ2639;SPC LA S     -   246,260.      976,960.      MT  (+/- 180 meters Scaled)
 BJ2639
 BJ2639                          SUPERSEDED SURVEY CONTROL
 BJ2639
 BJ2639  NGVD 29 (??/??/??)   10.158  (m)           33.33   (f) ADJUSTED    ?  
 BJ2639
 BJ2639.Superseded values are not recommended for survey control.
 BJ2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2639.See file dsdata.txt to determine how the superseded data were derived.
 BJ2639
 BJ2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP365995(NAD 83)
 BJ2639_MARKER: B = BOLT
 BJ2639_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2639_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2639
 BJ2639  HISTORY     - Date     Condition        Report By
 BJ2639  HISTORY     - UNK      MONUMENTED       DOD
 BJ2639  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2639
 BJ2639                          STATION DESCRIPTION
 BJ2639
 BJ2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2639'1.25 MI SE FROM MORGANZA.
 BJ2639'1-1/4 MILES SE ALONG STATE HIGHWAY 30 FROM MORGANZA, POINTE COUPEE
 BJ2639'PARISH, THENCE ABOUT 1/4 MILE NE ALONG A DIRT ROAD, 900 FEET BACK FROM
 BJ2639'THE LEVEE, ON THE M. PREVOSTS PROPERTY, 117 FEET NE OF A 32 INCH PECAN
 BJ2639'TREE, 8.2 FEET IN FRONT OF A TURNROW.  A COPPER BOLT, SET IN THE TOP
 BJ2639'OF A STONE 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 BJ2639'PIPE BEARING A CORPS OF ENGINEERS, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1532 ***********************************************************************
 BX1532  DESIGNATION -  158.8 USGS
 BX1532  PID         -  BX1532
 BX1532  STATE/COUNTY-  LA/WINN
 BX1532  USGS QUAD   -  PACKTON (1984)
 BX1532
 BX1532                         *CURRENT SURVEY CONTROL
 BX1532  ___________________________________________________________________
 BX1532* NAD 83(1986)-  31 48 41.     (N)    092 34 52.     (W)     SCALED    
 BX1532* NAVD 88     -        48.48   (+/-2cm)     159.1    (feet)  VERTCON   
 BX1532  ___________________________________________________________________
 BX1532  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1532
 BX1532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1532
 BX1532.The horizontal coordinates were scaled from a topographic map and have
 BX1532.an estimated accuracy of +/- 6 seconds.
 BX1532
 BX1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1532.The vertical order pertains to the NGVD 29 superseded value.
 BX1532
 BX1532.The geoid height was determined by GEOID03.
 BX1532
 BX1532;                    North         East    Units  Estimated Accuracy
 BX1532;SPC LA N     -   145,400.      992,320.      MT  (+/- 180 meters Scaled)
 BX1532
 BX1532                          SUPERSEDED SURVEY CONTROL
 BX1532
 BX1532  NGVD 29 (??/??/??)   48.493  (m)          159.10   (f) ADJUSTED    2 0
 BX1532
 BX1532.Superseded values are not recommended for survey control.
 BX1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1532.See file dsdata.txt to determine how the superseded data were derived.
 BX1532
 BX1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR396196(NAD 83)
 BX1532_MARKER: Q = CHISELED SQUARE
 BX1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1532_SP_SET: CULVERT
 BX1532_STAMPING: U.S.B.M. 158.8
 BX1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1532
 BX1532  HISTORY     - Date     Condition        Report By
 BX1532  HISTORY     - UNK      MONUMENTED       USGS
 BX1532  HISTORY     - 1934     GOOD             CGS
 BX1532
 BX1532                          STATION DESCRIPTION
 BX1532
 BX1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1532'1.0 MI N FROM PACKTON.
 BX1532'ABOUT 1.0 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1532'STATION AT PACKTON, WINN PARISH, ABOUT 400 FEET NORTH OF A POINT
 BX1532'OPPOSITE A SECTION HOUSE, AND ON THE WEST HEAD WALL OF A CULVERT.  A
 BX1532'CHISELED SQUARE, MARKED U.S. B.M. 158.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2643 ***********************************************************************
 BJ2643  DESIGNATION -  158/C BOLT
 BJ2643  PID         -  BJ2643
 BJ2643  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2643  USGS QUAD   -  MORGANZA (1994)
 BJ2643
 BJ2643                         *CURRENT SURVEY CONTROL
 BJ2643  ___________________________________________________________________
 BJ2643* NAD 83(1986)-  30 43 40.     (N)    091 31 50.     (W)     SCALED    
 BJ2643* NAVD 88     -        10.14   (+/-2cm)      33.3    (feet)  VERTCON   
 BJ2643  ___________________________________________________________________
 BJ2643  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2643
 BJ2643  VERT ORDER  -  ? (See Below)
 BJ2643
 BJ2643.The horizontal coordinates were scaled from a topographic map and have
 BJ2643.an estimated accuracy of +/- 6 seconds.
 BJ2643
 BJ2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2643.The vertical order pertains to the NGVD 29 superseded value.
 BJ2643
 BJ2643.The geoid height was determined by GEOID03.
 BJ2643
 BJ2643;                    North         East    Units  Estimated Accuracy
 BJ2643;SPC LA S     -   246,960.      981,110.      MT  (+/- 180 meters Scaled)
 BJ2643
 BJ2643                          SUPERSEDED SURVEY CONTROL
 BJ2643
 BJ2643  NGVD 29 (??/??/??)   10.128  (m)           33.23   (f) ADJUSTED    ?  
 BJ2643
 BJ2643.Superseded values are not recommended for survey control.
 BJ2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2643.See file dsdata.txt to determine how the superseded data were derived.
 BJ2643
 BJ2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ406003(NAD 83)
 BJ2643_MARKER: B = BOLT
 BJ2643_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2643_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2643
 BJ2643  HISTORY     - Date     Condition        Report By
 BJ2643  HISTORY     - UNK      MONUMENTED       DOD
 BJ2643  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2643
 BJ2643                          STATION DESCRIPTION
 BJ2643
 BJ2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2643'4.0 MI SE FROM MORGANZA.
 BJ2643'PBM IS TILE AND PIPE ON RIGHT BANK OF MISS. RIVER, IN POINTEE COUPEE
 BJ2643'PARISH, LA.  1/2 MILE ABOVE BRUNSWICK LANDING ON STEWART PLANTATION.
 BJ2643'1/4 MILE FROM RIVER BANK.  30 METERS BACK OF BASE OF LEVEE, AT A POINT
 BJ2643'WHERE ROAD CROSSES LEVEE.  20 METERS EAST OF A ROAD RUNNING BACK
 BJ2643'THROUGH PLANTATION.  3 M. WEST OF OLD DITCH GROWN UP WITH BRIARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0122 ***********************************************************************
 BJ0122  DESIGNATION -  158/C CAP
 BJ0122  PID         -  BJ0122
 BJ0122  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0122  USGS QUAD   -  MORGANZA (1994)
 BJ0122
 BJ0122                         *CURRENT SURVEY CONTROL
 BJ0122  ___________________________________________________________________
 BJ0122* NAD 83(1986)-  30 43 40.     (N)    091 31 50.     (W)     SCALED    
 BJ0122* NAVD 88     -        11.36   (+/-2cm)      37.3    (feet)  VERTCON   
 BJ0122  ___________________________________________________________________
 BJ0122  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0122
 BJ0122  VERT ORDER  -  ? (See Below)
 BJ0122
 BJ0122.The horizontal coordinates were scaled from a topographic map and have
 BJ0122.an estimated accuracy of +/- 6 seconds.
 BJ0122
 BJ0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0122.The vertical order pertains to the NGVD 29 superseded value.
 BJ0122
 BJ0122.The geoid height was determined by GEOID03.
 BJ0122
 BJ0122;                    North         East    Units  Estimated Accuracy
 BJ0122;SPC LA S     -   246,960.      981,110.      MT  (+/- 180 meters Scaled)
 BJ0122
 BJ0122                          SUPERSEDED SURVEY CONTROL
 BJ0122
 BJ0122  NGVD 29 (??/??/??)   11.344  (m)           37.22   (f) ADJUSTED    ?  
 BJ0122
 BJ0122.Superseded values are not recommended for survey control.
 BJ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0122.See file dsdata.txt to determine how the superseded data were derived.
 BJ0122
 BJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ406003(NAD 83)
 BJ0122_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0122
 BJ0122  HISTORY     - Date     Condition        Report By
 BJ0122  HISTORY     - UNK      MONUMENTED       DOD
 BJ0122  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0122  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0122
 BJ0122                          STATION DESCRIPTION
 BJ0122
 BJ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0122'4.0 MI SE FROM MORGANZA.
 BJ0122'PBM IS TILE AND PIPE ON RIGHT BANK OF MISS. RIVER, IN POINTEE COUPEE
 BJ0122'PARISH, LA.  1/2 MILE ABOVE BRUNSWICK LANDING ON STEWART PLANTATION.
 BJ0122'1/4 MILE FROM RIVER BANK.  30 METERS BACK OF BASE OF LEVEE, AT A POINT
 BJ0122'WHERE ROAD CROSSES LEVEE.  20 METERS EAST OF A ROAD RUNNING BACK
 BJ0122'THROUGH PLANTATION.  3 M. WEST OF OLD DITCH GROWN UP WITH BRIARS.
 BJ0122
 BJ0122                          STATION RECOVERY (1976)
 BJ0122
 BJ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1809 ***********************************************************************
 BJ1809  DESIGNATION -  159/3 BOLT
 BJ1809  PID         -  BJ1809
 BJ1809  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1809  USGS QUAD   -  NEW ROADS (1994)
 BJ1809
 BJ1809                         *CURRENT SURVEY CONTROL
 BJ1809  ___________________________________________________________________
 BJ1809* NAD 83(1986)-  30 43 51.     (N)    091 26 39.     (W)     SCALED    
 BJ1809* NAVD 88     -         9.49   (+/-2cm)      31.1    (feet)  VERTCON   
 BJ1809  ___________________________________________________________________
 BJ1809  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1809
 BJ1809  VERT ORDER  -  ? (See Below)
 BJ1809
 BJ1809.The horizontal coordinates were scaled from a topographic map and have
 BJ1809.an estimated accuracy of +/- 6 seconds.
 BJ1809
 BJ1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1809.The vertical order pertains to the NGVD 29 superseded value.
 BJ1809
 BJ1809.The geoid height was determined by GEOID03.
 BJ1809
 BJ1809;                    North         East    Units  Estimated Accuracy
 BJ1809;SPC LA S     -   247,290.      989,390.      MT  (+/- 180 meters Scaled)
 BJ1809
 BJ1809                          SUPERSEDED SURVEY CONTROL
 BJ1809
 BJ1809  NGVD 29 (??/??/??)    9.479  (m)           31.10   (f) ADJUSTED    ?  
 BJ1809
 BJ1809.Superseded values are not recommended for survey control.
 BJ1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1809.See file dsdata.txt to determine how the superseded data were derived.
 BJ1809
 BJ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ489008(NAD 83)
 BJ1809_MARKER: B = BOLT
 BJ1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1809_SP_SET: STONE POST
 BJ1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1809+STABILITY: SURFACE MOTION
 BJ1809
 BJ1809  HISTORY     - Date     Condition        Report By
 BJ1809  HISTORY     - UNK      MONUMENTED       DOD
 BJ1809  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1809
 BJ1809                          STATION DESCRIPTION
 BJ1809
 BJ1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1809'3.3 MI NW FROM NEW ROADS.
 BJ1809'3.3 MILES NW ALONG STATE HIGHWAY 30 FROM NEW ROADS, POINTE COUPEE
 BJ1809'PARISH, 650 FEET ABOVE THE POST OFFICE AT POINTE COUPEE, 260 FEET BACK
 BJ1809'FROM THE CENTER LINE OF THE LEVEE, AND IN THE BACK YARD OF THE J.S.
 BJ1809'DAYSIER RESIDENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 BJ1809'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6061 ***********************************************************************
 DG6061  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6061  DESIGNATION -  15GPS10
 DG6061  PID         -  DG6061
 DG6061  STATE/COUNTY-  LA/CONCORDIA
 DG6061  USGS QUAD   -  LOWER SUNK LAKE (1996)
 DG6061
 DG6061                         *CURRENT SURVEY CONTROL
 DG6061  ___________________________________________________________________
 DG6061* NAD 83(1992)-  31 11 16.27409(N)    091 37 53.31336(W)     ADJUSTED  
 DG6061* NAVD 88     -        22.76   (meters)      74.7    (feet)  GPS OBS   
 DG6061  ___________________________________________________________________
 DG6061  X           -    -155,485.511 (meters)                     COMP
 DG6061  Y           -  -5,459,017.509 (meters)                     COMP
 DG6061  Z           -   3,283,726.449 (meters)                     COMP
 DG6061  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DG6061  ELLIP HEIGHT-          -4.17  (meters)          (06/28/04) GPS OBS
 DG6061  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DG6061
 DG6061  HORZ ORDER  -  B
 DG6061  ELLP ORDER  -  FOURTH    CLASS II
 DG6061
 DG6061.The horizontal coordinates were established by GPS observations
 DG6061.and adjusted by the National Geodetic Survey in June 2004..
 DG6061
 DG6061.The orthometric height was determined by GPS observations and a
 DG6061.high-resolution geoid model using precise GPS observation and
 DG6061.processing techniques.
 DG6061
 DG6061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6061
 DG6061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6061
 DG6061.The ellipsoidal height was determined by GPS observations
 DG6061.and is referenced to NAD 83.
 DG6061
 DG6061.The geoid height was determined by GEOID03.
 DG6061
 DG6061;                    North         East     Units Scale Factor Converg.
 DG6061;SPC LA N     -    76,599.112 1,082,783.422   MT  0.99999526   +0 27 33.1
 DG6061;SPC LA N     -   251,308.92  3,552,431.94   sFT  0.99999526   +0 27 33.1
 DG6061;UTM  15      - 3,451,227.694   630,396.582   MT  0.99980973   +0 42 31.6
 DG6061
 DG6061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6061!SPC LA N     -   1.00000065  x   0.99999526  =   0.99999591
 DG6061!UTM  15      -   1.00000065  x   0.99980973  =   0.99981038
 DG6061
 DG6061                          SUPERSEDED SURVEY CONTROL
 DG6061
 DG6061.No superseded survey control is available for this station.
 DG6061
 DG6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3039751228(NAD 83)
 DG6061_MARKER: DD = SURVEY DISK
 DG6061_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG6061_SP_SET: XX
 DG6061_STAMPING: 15GPS10 1994
 DG6061_MARK LOGO: LADTD 
 DG6061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG6061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG6061+STABILITY: POSITION/ELEVATION WELL
 DG6061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6061+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 DG6061
 DG6061  HISTORY     - Date     Condition        Report By
 DG6061  HISTORY     - 1994     MONUMENTED       LADTD
 DG6061  HISTORY     - 20030908 GOOD             PYBURN
 DG6061
 DG6061                          STATION DESCRIPTION
 DG6061
 DG6061'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 DG6061'THE STATION IS LOCATED 0.2 MILES SOUTH OF SHAW, LA, 13 MILES SOUTHEAST
 DG6061'OF ACME, LA,  30 MILES SOUTH SOUTHWEST OF NATCHEZ, MS, AND 17.3 MILES
 DG6061'NORTH NORTHEAST OF SIMMESPORT, LA.  THE STATION IS LOCATED ALONG THE
 DG6061'MISSISSIPPI RIVER WEST BANK LEVEE SYSTEM AT LEVEE STATION 10350.
 DG6061'OWNERSHIP IS BY LA DEPT. OF TRANSPORTATION AND DEVELOPMENT TO REACH
 DG6061'THE STATION FROM THE WEST END OF THE MISSISSIPPI RIVER BRIDGE IN
 DG6061'VIDALIA, LA PROCEED 0.1 MILES WEST ON U.S. 84 TO LA STATE ROUTE 131,
 DG6061'TURN LEFT AND PROCEED 6.8 MILES SOUTH TO THE JUNCTION OF LA STATE
 DG6061'ROUTE 15, CONTINUE 26.6 MILES SOUTH ON LA 15 TO THE STATION ON THE
 DG6061'LEFT.  TO REACH THE STATION FROM THE SIDNEY A. MURRAY, JR.
 DG6061'HYDRO-ELECTRIC VISITORS CENTER PROCEED 7.5 MILES NORTH ON LA STATE
 DG6061'ROUTE 15 TO THE STATION ON THE RIGHT. THE MONUMENT IS LOCATED 72 FEET
 DG6061'EAST EAST OF THE CENTERLINE OF LA STATE ROUTE 15, 1 FOOT SOUTH OF A
 DG6061'YELLOW METAL WITNESS POST FOR LEVEE STATION 10350., 2 FEET SOUTH OF A
 DG6061'SURVEY WITNESS POST, 17 FEET WEST OF THE CENTERLINE OF THE MISSISSIPPI
 DG6061'RIVER LEVEE, AND 400 FEET SOUTH OF THE INTERSECTION OF LA 15 AND LA
 DG6061'910.THE MONUMENT IS A BRASS DISK SET FLUSH IN A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3900 ***********************************************************************
 BJ3900  DESIGNATION -  16 87
 BJ3900  PID         -  BJ3900
 BJ3900  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3900  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3900
 BJ3900                         *CURRENT SURVEY CONTROL
 BJ3900  ___________________________________________________________________
 BJ3900* NAD 83(1986)-  30 21 13.     (N)    091 07 30.     (W)     SCALED    
 BJ3900* NAVD 88     -         5.662  (meters)      18.58   (feet)  ADJUSTED  
 BJ3900  ___________________________________________________________________
 BJ3900  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3900  DYNAMIC HT  -           5.654 (meters)      18.55  (feet)  COMP
 BJ3900  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BJ3900
 BJ3900  VERT ORDER  -  SECOND    CLASS II
 BJ3900
 BJ3900.The horizontal coordinates were scaled from a topographic map and have
 BJ3900.an estimated accuracy of +/- 6 seconds.
 BJ3900
 BJ3900.The orthometric height was determined by differential leveling
 BJ3900.and adjusted by the National Geodetic Survey in February 1994..
 BJ3900
 BJ3900.The geoid height was determined by GEOID03.
 BJ3900
 BJ3900.The dynamic height is computed by dividing the NAVD 88
 BJ3900.geopotential number by the normal gravity value computed on the
 BJ3900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3900.degrees latitude (g = 980.6199 gals.).
 BJ3900
 BJ3900.The modeled gravity was interpolated from observed gravity values.
 BJ3900
 BJ3900;                    North         East    Units  Estimated Accuracy
 BJ3900;SPC LA S     -   205,480.    1,020,030.      MT  (+/- 180 meters Scaled)
 BJ3900
 BJ3900                          SUPERSEDED SURVEY CONTROL
 BJ3900
 BJ3900.No superseded survey control is available for this station.
 BJ3900
 BJ3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP802594(NAD 83)
 BJ3900_MARKER: DB = BENCH MARK DISK
 BJ3900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3900_SP_SET: CONCRETE POST
 BJ3900_STAMPING: 16-87 1987
 BJ3900_MARK LOGO: LA-033
 BJ3900_PROJECTION: FLUSH
 BJ3900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3900+STABILITY: SURFACE MOTION
 BJ3900
 BJ3900  HISTORY     - Date     Condition        Report By
 BJ3900  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3900
 BJ3900                          STATION DESCRIPTION
 BJ3900
 BJ3900'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3900'IN BATON ROUGE.
 BJ3900'ABOUT 0.08 KM (0.05 MI) SOUTHEAST ON BURBANK DRIVE FROM THE
 BJ3900'INTERSECTION OF BURBANK DRIVE AND GARDERE LANE TO THE MARK SET AT THE
 BJ3900'JUNCTION OF BURBANK DRIVE AND SEABOARD STREET, NEAR FAST TRACK
 BJ3900'HAMBURGERS, 17.7 METERS (58 FEET) SOUTH OF THE CENTERLINE OF BURBANK
 BJ3900'DRIVE, 7.9 METERS (26 FEET) WEST OF THE CENTERLINE OF SEABOARD STREET
 BJ3900'AND 0.91 METERS (3 FEET) EAST OF THE WEST EDGE OF A SIDEWALK.
 BJ3900'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3900'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0114 ***********************************************************************
 BJ0114  DESIGNATION -  16 A BOLT
 BJ0114  PID         -  BJ0114
 BJ0114  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0114  USGS QUAD   -  NEW ROADS (1994)
 BJ0114
 BJ0114                         *CURRENT SURVEY CONTROL
 BJ0114  ___________________________________________________________________
 BJ0114* NAD 83(1986)-  30 44 04.     (N)    091 26 08.     (W)     SCALED    
 BJ0114* NAVD 88     -         9.31   (+/-2cm)      30.5    (feet)  VERTCON   
 BJ0114  ___________________________________________________________________
 BJ0114  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0114
 BJ0114  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0114
 BJ0114.The horizontal coordinates were scaled from a topographic map and have
 BJ0114.an estimated accuracy of +/- 6 seconds.
 BJ0114
 BJ0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0114.The vertical order pertains to the NGVD 29 superseded value.
 BJ0114
 BJ0114.The geoid height was determined by GEOID03.
 BJ0114
 BJ0114;                    North         East    Units  Estimated Accuracy
 BJ0114;SPC LA S     -   247,690.      990,210.      MT  (+/- 180 meters Scaled)
 BJ0114
 BJ0114                          SUPERSEDED SURVEY CONTROL
 BJ0114
 BJ0114  NGVD 29 (??/??/??)    9.295  (m)           30.50   (f) ADJUSTED    1 2
 BJ0114
 BJ0114.Superseded values are not recommended for survey control.
 BJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0114.See file dsdata.txt to determine how the superseded data were derived.
 BJ0114
 BJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ497012(NAD 83)
 BJ0114_MARKER: B = BOLT
 BJ0114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0114_STAMPING: PBM 16 A
 BJ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0114
 BJ0114  HISTORY     - Date     Condition        Report By
 BJ0114  HISTORY     - UNK      MONUMENTED       DOD
 BJ0114  HISTORY     - 1964     GOOD             CGS
 BJ0114  HISTORY     - 1976     GOOD             NGS
 BJ0114
 BJ0114                          STATION DESCRIPTION
 BJ0114
 BJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0114'2.7 MI N FROM NEW ROADS.
 BJ0114'ABOUT 2.5 MILES NORTH ALONG STATE ROAD 10 FROM THE TEXAS AND PACIFIC
 BJ0114'RAILROAD STATION AT NEW ROADS, THENCE 0.2 MILE WEST ALONG STATE ROAD
 BJ0114'420, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 162 FEET WEST
 BJ0114'OF AN ALUMINUM GATE IN FRONT OF A RED BRICK HOUSE, 55 FEET NORTHWEST
 BJ0114'OF A 48-INCH PECAN TREE, 13 FEET NORTHWEST OF A FENCE LINE, ABOUT
 BJ0114'LEVEL WITH THE ROAD, A COPPER BOLT SET IN CONCRETE ABOUT 3 1/2 FEET
 BJ0114'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0114'IRON PIPE BEARING A CAP THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE
 BJ0114'GROUND.
 BJ0114
 BJ0114                          STATION RECOVERY (1976)
 BJ0114
 BJ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0114'0.2 MILE WEST ALONG STATE HIGHWAY 420 FROM THE JUNCTION OF STATE
 BJ0114'HIGHWAYS 10 AND 420, 28 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BJ0114'14 FT NORTH OF A FENCE, 20 FT WEST OF THE WEST END OF A 18-INCH PIPE
 BJ0114'CULVERT, A COPPER BOLT SET IN A CONCRETE SLAB ABOUT 3 FT BELOW THE
 BJ0114'LEVEL OF THE GROUND, ACCESS IS HAD THROUGH A 4-INCH IRON PIPE AND CAP
 BJ0114'THAT PROJECTS 14-INCHES ABOVE THE GROUND NOT LEVELED TO IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1810 ***********************************************************************
 BJ1810  DESIGNATION -  16 A CAP
 BJ1810  PID         -  BJ1810
 BJ1810  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1810  USGS QUAD   -  NEW ROADS (1994)
 BJ1810
 BJ1810                         *CURRENT SURVEY CONTROL
 BJ1810  ___________________________________________________________________
 BJ1810* NAD 83(1986)-  30 44 04.     (N)    091 26 08.     (W)     SCALED    
 BJ1810* NAVD 88     -        10.54   (+/-2cm)      34.6    (feet)  VERTCON   
 BJ1810  ___________________________________________________________________
 BJ1810  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1810
 BJ1810  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1810
 BJ1810.The horizontal coordinates were scaled from a topographic map and have
 BJ1810.an estimated accuracy of +/- 6 seconds.
 BJ1810
 BJ1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1810.The vertical order pertains to the NGVD 29 superseded value.
 BJ1810
 BJ1810.The geoid height was determined by GEOID03.
 BJ1810
 BJ1810;                    North         East    Units  Estimated Accuracy
 BJ1810;SPC LA S     -   247,690.      990,210.      MT  (+/- 180 meters Scaled)
 BJ1810
 BJ1810                          SUPERSEDED SURVEY CONTROL
 BJ1810
 BJ1810  NGVD 29 (??/??/??)   10.523  (m)           34.52   (f) ADJUSTED    1 2
 BJ1810
 BJ1810.Superseded values are not recommended for survey control.
 BJ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1810.See file dsdata.txt to determine how the superseded data were derived.
 BJ1810
 BJ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ497012(NAD 83)
 BJ1810_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1810_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1810_STAMPING: PBM 16 A
 BJ1810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1810
 BJ1810  HISTORY     - Date     Condition        Report By
 BJ1810  HISTORY     - UNK      MONUMENTED       DOD
 BJ1810  HISTORY     - 1964     GOOD             CGS
 BJ1810
 BJ1810                          STATION DESCRIPTION
 BJ1810
 BJ1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1810'2.7 MI N FROM NEW ROADS.
 BJ1810'ABOUT 2.5 MILES NORTH ALONG STATE ROAD 10 FROM THE TEXAS AND PACIFIC
 BJ1810'RAILROAD STATION AT NEW ROADS, THENCE 0.2 MILE WEST ALONG STATE ROAD
 BJ1810'420, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 162 FEET WEST
 BJ1810'OF AN ALUMINUM GATE IN FRONT OF A RED BRICK HOUSE, 55 FEET NORTHWEST
 BJ1810'OF A 48-INCH PECAN TREE, 13 FEET NORTHWEST OF A FENCE LINE, ABOUT
 BJ1810'LEVEL WITH THE ROAD, A 4-INCH IRON PIPE BEARING A CAP THAT PROJECTS 6
 BJ1810'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0077 ***********************************************************************
 BJ0077  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0077  DESIGNATION -  16 ABLDAPA
 BJ0077  PID         -  BJ0077
 BJ0077  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0077  USGS QUAD   -  PORT HUDSON (1994)
 BJ0077
 BJ0077                         *CURRENT SURVEY CONTROL
 BJ0077  ___________________________________________________________________
 BJ0077* NAD 83(1992)-  30 40 18.04539(N)    091 21 06.27044(W)     ADJUSTED  
 BJ0077* NAVD 88     -        10.45 **(meters)      34.3  **(feet)  GPS OBS(2004.65)
 BJ0077  **This station is located in a subsidence area (see below).
 BJ0077  ___________________________________________________________________
 BJ0077  X           -    -129,524.926 (meters)                     COMP
 BJ0077  Y           -  -5,489,106.502 (meters)                     COMP
 BJ0077  Z           -   3,234,630.650 (meters)                     COMP
 BJ0077  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ0077  ELLIP HEIGHT-         -16.84  (meters)          (05/09/05) GPS OBS
 BJ0077  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0077  DYNAMIC HT  -          10.44  (meters)      34.3   (feet)  COMP
 BJ0077  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ0077
 BJ0077  HORZ ORDER  -  B
 BJ0077  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0077  ELLP ORDER  -  FOURTH    CLASS II
 BJ0077
 BJ0077.The horizontal coordinates were established by GPS observations
 BJ0077.and adjusted by the National Geodetic Survey in May 2005..
 BJ0077
 BJ0077 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0077 ** and geoid heights are valid at the date of observation. These heights
 BJ0077 ** must always be validated when used as control.
 BJ0077 ** The orthometric height was determined by GPS observations using
 BJ0077 ** precise GPS observation and processing techniques and a new
 BJ0077 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0077 ** determined for this station.
 BJ0077 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0077 ** epoch indicated which incorporates improved geoid heights for the
 BJ0077 ** Southern Louisiana Subsidence area.
 BJ0077 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0077.The orthometric height was determined by GPS observations and a
 BJ0077.high-resolution geoid model using precise GPS observation and
 BJ0077.processing techniques. It supersedes the leveled height previously
 BJ0077.determined for this station.
 BJ0077.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0077.derived orthometric height which differed from the leveled height by
 BJ0077.more than one decimeter (0.1 meter).
 BJ0077.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0077
 BJ0077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0077
 BJ0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0077
 BJ0077.The ellipsoidal height was determined by GPS observations
 BJ0077.and is referenced to NAD 83.
 BJ0077
 BJ0077.The geoid height was determined by GEOID03.
 BJ0077
 BJ0077.The dynamic height is computed by dividing the NAVD 88
 BJ0077.geopotential number by the normal gravity value computed on the
 BJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0077.degrees latitude (g = 980.6199 gals.).
 BJ0077
 BJ0077.The modeled gravity was interpolated from observed gravity values.
 BJ0077
 BJ0077;                    North         East     Units Scale Factor Converg.
 BJ0077;SPC LA S     -   240,723.826   998,235.930   MT  0.99999410   -0 00 33.1
 BJ0077;SPC LA S     -   789,774.75  3,275,045.71   sFT  0.99999410   -0 00 33.1
 BJ0077;UTM  15      - 3,394,375.452   657,899.766   MT  0.99990757   +0 50 27.5
 BJ0077
 BJ0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0077!SPC LA S     -   1.00000264  x   0.99999410  =   0.99999674
 BJ0077!UTM  15      -   1.00000264  x   0.99990757  =   0.99991021
 BJ0077
 BJ0077                          SUPERSEDED SURVEY CONTROL
 BJ0077
 BJ0077  NAVD 88 (02/14/94)   10.444  (m)           34.27   (f) ADJUSTED    1 1
 BJ0077  NAVD 88 (06/15/91)   10.477  (m)           34.37   (f) UNKNOWN     1 1
 BJ0077  NGVD 29 (??/??/??)   10.435  (m)           34.24   (f) ADJUSTED    1 1
 BJ0077
 BJ0077.Superseded values are not recommended for survey control.
 BJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0077.See file dsdata.txt to determine how the superseded data were derived.
 BJ0077
 BJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5790094375(NAD 83)
 BJ0077_MARKER: F = FLANGE-ENCASED ROD
 BJ0077_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BJ0077+WITH SETTING: INFORMATION.
 BJ0077_SP_SET: 74.85 FT 1-INCH IRON PIPE
 BJ0077_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0077+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 BJ0077
 BJ0077  HISTORY     - Date     Condition        Report By
 BJ0077  HISTORY     - 1975     MONUMENTED       USE
 BJ0077  HISTORY     - 1976     GOOD             NGS
 BJ0077  HISTORY     - 20021030 GOOD             3001
 BJ0077
 BJ0077                          STATION DESCRIPTION
 BJ0077
 BJ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0077'11.8 MI NW FROM DEVALL.
 BJ0077'11.8 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0077'SCHOOL AT DEVALL, 0.15 MILE SOUTH OF JUNCTION OF DRIVE LEADING WEST
 BJ0077'TO LA. ELEC. COOPERATIVE BIG CAJON NO.1 POWER PLANT, 41 FT EAST
 BJ0077'OF THE CENTER LINE OF THE HIGHWAY, 142 FT SOUTHEAST OF AND ACROSS
 BJ0077'THE HIGHWAY FROM POWER LINE POLE NO. 115, 7.5 FT EAST OF A FENCE,
 BJ0077'A 1-INCH IRON PIPE DRIVEN TO A DEPTH OF 74.85 FT ENCASED IN A 2-INCH
 BJ0077'PIPE BORED TO A DEPTH OF 68.06 FT, ACCESS THROUGH A 3-INCH PIPE AND
 BJ0077'CAP THAT IS FLUSH WITH THE GROUND. PROTECTED BY 3 1-INCH GUARD PIPES
 BJ0077'DRIVEN 120 DEGREES APART ON A RADIUS OF 1.5 FT.
 BJ0077
 BJ0077                          STATION RECOVERY (2002)
 BJ0077
 BJ0077'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0077'THE STATION IS LOCATED IN PORT HUDSON, 11.8 MILES NORTHWEST ALONG HWY
 BJ0077'415 FROM DEVALL  ELEMANTARY SCHOOL, 0.15 MILES SOUTH OF DRIVE LEADING
 BJ0077'TO BIG CAJUN POWER PLANT
 BJ0077' 
 BJ0077'OWNERSHIP- COE
 BJ0077' 
 BJ0077'TO REACH THE STATION FROM THE INTERSECTION OF HWY 415 AND HWY 414 GO
 BJ0077'NORTHERLY ON 415  FOR 1.3 MILES TO STATION ON RIGHT, EAST OF
 BJ0077'CENTERLINE OF HWY 415.
 BJ0077' 
 BJ0077'THE STATION IS 41' EAST OF CENTRELINE OF HWY 415, 7.5' EAST OF A 5
 BJ0077'STRAND BARBWIRE FENCE,  STATION IS SURROUNDED BY 3 2' BENT PIPES FOR
 BJ0077'PROTECTION, STATION  IS A 1 IN IRON PIPE DRIVEN TO A DEPTH OF 75'
 BJ0077'INCASED IN A 2IN PIPE BORD TO A DEPTH  OF 68'. ACCESS  IS THROUGH A 3'
 BJ0077'PIPE AND CAP WITH A MUSHROOM TYPE CEMENT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2553 ***********************************************************************
 BX2553  DESIGNATION -  16 V 1 LADH
 BX2553  PID         -  BX2553
 BX2553  STATE/COUNTY-  LA/DE SOTO
 BX2553  USGS QUAD   -  PELICAN (1992)
 BX2553
 BX2553                         *CURRENT SURVEY CONTROL
 BX2553  ___________________________________________________________________
 BX2553* NAD 83(1986)-  31 53 19.     (N)    093 35 29.     (W)     SCALED    
 BX2553* NAVD 88     -        99.619  (meters)     326.83   (feet)  ADJUSTED  
 BX2553  ___________________________________________________________________
 BX2553  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX2553  DYNAMIC HT  -          99.501 (meters)     326.45  (feet)  COMP
 BX2553  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 BX2553
 BX2553  VERT ORDER  -  SECOND    CLASS II
 BX2553
 BX2553.The horizontal coordinates were scaled from a topographic map and have
 BX2553.an estimated accuracy of +/- 6 seconds.
 BX2553
 BX2553.The orthometric height was determined by differential leveling
 BX2553.and adjusted by the National Geodetic Survey in February 1994..
 BX2553
 BX2553.The geoid height was determined by GEOID03.
 BX2553
 BX2553.The dynamic height is computed by dividing the NAVD 88
 BX2553.geopotential number by the normal gravity value computed on the
 BX2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2553.degrees latitude (g = 980.6199 gals.).
 BX2553
 BX2553.The modeled gravity was interpolated from observed gravity values.
 BX2553
 BX2553;                    North         East    Units  Estimated Accuracy
 BX2553;SPC LA N     -   154,480.      896,760.      MT  (+/- 180 meters Scaled)
 BX2553
 BX2553                          SUPERSEDED SURVEY CONTROL
 BX2553
 BX2553.No superseded survey control is available for this station.
 BX2553
 BX2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR440282(NAD 83)
 BX2553_MARKER: DB = BENCH MARK DISK
 BX2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2553_SP_SET: CONCRETE POST
 BX2553_STAMPING: 16V1 1969
 BX2553_MARK LOGO: LADH  
 BX2553_PROJECTION: FLUSH
 BX2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2553+STABILITY: SURFACE MOTION
 BX2553
 BX2553  HISTORY     - Date     Condition        Report By
 BX2553  HISTORY     - 1969     MONUMENTED       LADH
 BX2553  HISTORY     - 1981     GOOD             LADTD
 BX2553  HISTORY     - 19970208 GOOD             USPSQD
 BX2553
 BX2553                          STATION DESCRIPTION
 BX2553
 BX2553'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2553'IN PELICAN.
 BX2553'IN PELICAN, IN THE SCHOOL YARD OF THE PELICAN HIGH SCHOOL,  IN PELICAN
 BX2553'ON STATE HIGHWAY 513, 54.3 METERS (178 FT) WEST OF THE CENTER OF THE
 BX2553'HIGHWAY, 45.7 METERS (150 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 BX2553'HIGH SCHOOL, 1.5 METERS (5 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 BX2553'THE HOME ECONOMICS BUILDING.
 BX2553'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BX2553'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 BX2553
 BX2553                          STATION RECOVERY (1997)
 BX2553
 BX2553'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2544 ***********************************************************************
 BX2544  DESIGNATION -  16 V 10 LADH
 BX2544  PID         -  BX2544
 BX2544  STATE/COUNTY-  LA/DE SOTO
 BX2544  USGS QUAD   -  PELICAN (1992)
 BX2544
 BX2544                         *CURRENT SURVEY CONTROL
 BX2544  ___________________________________________________________________
 BX2544* NAD 83(1986)-  31 59 05.     (N)    093 37 14.     (W)     SCALED    
 BX2544* NAVD 88     -       102.219  (meters)     335.36   (feet)  ADJUSTED  
 BX2544  ___________________________________________________________________
 BX2544  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX2544  DYNAMIC HT  -         102.099 (meters)     334.97  (feet)  COMP
 BX2544  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 BX2544
 BX2544  VERT ORDER  -  SECOND    CLASS II
 BX2544
 BX2544.The horizontal coordinates were scaled from a topographic map and have
 BX2544.an estimated accuracy of +/- 6 seconds.
 BX2544
 BX2544.The orthometric height was determined by differential leveling
 BX2544.and adjusted by the National Geodetic Survey in February 1994..
 BX2544
 BX2544.The geoid height was determined by GEOID03.
 BX2544
 BX2544.The dynamic height is computed by dividing the NAVD 88
 BX2544.geopotential number by the normal gravity value computed on the
 BX2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2544.degrees latitude (g = 980.6199 gals.).
 BX2544
 BX2544.The modeled gravity was interpolated from observed gravity values.
 BX2544
 BX2544;                    North         East    Units  Estimated Accuracy
 BX2544;SPC LA N     -   165,170.      894,110.      MT  (+/- 180 meters Scaled)
 BX2544
 BX2544                          SUPERSEDED SURVEY CONTROL
 BX2544
 BX2544.No superseded survey control is available for this station.
 BX2544
 BX2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR413389(NAD 83)
 BX2544_MARKER: DB = BENCH MARK DISK
 BX2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2544_SP_SET: CONCRETE POST
 BX2544_STAMPING: 16V10 1969
 BX2544_MARK LOGO: LADH  
 BX2544_PROJECTION: PROJECTING 10 CENTIMETERS
 BX2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2544+STABILITY: SURFACE MOTION
 BX2544
 BX2544  HISTORY     - Date     Condition        Report By
 BX2544  HISTORY     - 1969     MONUMENTED       LADH
 BX2544  HISTORY     - 1981     GOOD             LADTD
 BX2544  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 BX2544
 BX2544                          STATION DESCRIPTION
 BX2544
 BX2544'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2544'9.7 KM (6.0 MI) SE FROM MANSFIELD.
 BX2544'ABOUT 9.5 KM (5.93 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 BX2544'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT NEAR A LARGE
 BX2544'METAL HISTORICAL SIGN, 46.9 METERS (154 FT) NORTH OF THE CENTER OF THE
 BX2544'HIGHWAY, 28.7 METERS (94 FT) NORTH OF A FENCE, 28.4 METERS (93 FT)
 BX2544'NORTH OF A TWIN 12-INCH GUM TREE.
 BX2544'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BX2544'THE MARK IS 2.13 M ABOVE STATE HIGHWAY 175.
 BX2544
 BX2544                          STATION RECOVERY (1997)
 BX2544
 BX2544'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2543 ***********************************************************************
 BX2543  DESIGNATION -  16 V 11 LADH
 BX2543  PID         -  BX2543
 BX2543  STATE/COUNTY-  LA/DE SOTO
 BX2543  USGS QUAD   -  TRENTON (1995)
 BX2543
 BX2543                         *CURRENT SURVEY CONTROL
 BX2543  ___________________________________________________________________
 BX2543* NAD 83(1986)-  31 59 31.     (N)    093 38 05.     (W)     SCALED    
 BX2543* NAVD 88     -        99.828  (meters)     327.52   (feet)  ADJUSTED  
 BX2543  ___________________________________________________________________
 BX2543  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX2543  DYNAMIC HT  -          99.711 (meters)     327.14  (feet)  COMP
 BX2543  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BX2543
 BX2543  VERT ORDER  -  SECOND    CLASS II
 BX2543
 BX2543.The horizontal coordinates were scaled from a topographic map and have
 BX2543.an estimated accuracy of +/- 6 seconds.
 BX2543
 BX2543.The orthometric height was determined by differential leveling
 BX2543.and adjusted by the National Geodetic Survey in February 1994..
 BX2543
 BX2543.The geoid height was determined by GEOID03.
 BX2543
 BX2543.The dynamic height is computed by dividing the NAVD 88
 BX2543.geopotential number by the normal gravity value computed on the
 BX2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2543.degrees latitude (g = 980.6199 gals.).
 BX2543
 BX2543.The modeled gravity was interpolated from observed gravity values.
 BX2543
 BX2543;                    North         East    Units  Estimated Accuracy
 BX2543;SPC LA N     -   165,980.      892,780.      MT  (+/- 180 meters Scaled)
 BX2543
 BX2543                          SUPERSEDED SURVEY CONTROL
 BX2543
 BX2543.No superseded survey control is available for this station.
 BX2543
 BX2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR400397(NAD 83)
 BX2543_MARKER: DB = BENCH MARK DISK
 BX2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2543_SP_SET: CONCRETE POST
 BX2543_STAMPING: 16V11 1969
 BX2543_MARK LOGO: LADH  
 BX2543_PROJECTION: PROJECTING 8 CENTIMETERS
 BX2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2543+STABILITY: SURFACE MOTION
 BX2543
 BX2543  HISTORY     - Date     Condition        Report By
 BX2543  HISTORY     - 1969     MONUMENTED       LADH
 BX2543  HISTORY     - 1981     GOOD             LADTD
 BX2543  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 BX2543
 BX2543                          STATION DESCRIPTION
 BX2543
 BX2543'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2543'8.4 KM (5.2 MI) SE FROM MANSFIELD.
 BX2543'ABOUT 8.1 KM (5.04 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 BX2543'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE RIGHT NEAR A FRAME
 BX2543'HOUSE, 41.5 METERS (136 FT) WEST OF THE CENTER OF THE HIGHWAY, 10.4
 BX2543'METERS (34 FT) SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE OWNED BY
 BX2543'W K WILLIAMS, 3.7 METERS (12 FT) SOUTH OF A FENCE, 0.91 METERS (3 FT)
 BX2543'NORTHWEST OF A 36-INCH OAK TREE, 0.61 METERS (2 FT) WEST OF THE
 BX2543'SOUTHWEST CORNER OF A SHED.
 BX2543'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BX2543'THE MARK IS 3.66 M ABOVE STATE HIGHWAY 175.
 BX2543
 BX2543                          STATION RECOVERY (1997)
 BX2543
 BX2543'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2644 ***********************************************************************
 CQ2644  DESIGNATION -  16 V 12
 CQ2644  PID         -  CQ2644
 CQ2644  STATE/COUNTY-  LA/DE SOTO
 CQ2644  USGS QUAD   -  MANSFIELD (1994)
 CQ2644
 CQ2644                         *CURRENT SURVEY CONTROL
 CQ2644  ___________________________________________________________________
 CQ2644* NAD 83(1986)-  32 00 05.     (N)    093 38 41.     (W)     SCALED    
 CQ2644* NAVD 88     -       101.611  (meters)     333.37   (feet)  ADJUSTED  
 CQ2644  ___________________________________________________________________
 CQ2644  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2644  DYNAMIC HT  -         101.493 (meters)     332.98  (feet)  COMP
 CQ2644  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 CQ2644
 CQ2644  VERT ORDER  -  SECOND    CLASS II
 CQ2644
 CQ2644.The horizontal coordinates were scaled from a topographic map and have
 CQ2644.an estimated accuracy of +/- 6 seconds.
 CQ2644
 CQ2644.The orthometric height was determined by differential leveling
 CQ2644.and adjusted by the National Geodetic Survey in February 1994..
 CQ2644
 CQ2644.The geoid height was determined by GEOID03.
 CQ2644
 CQ2644.The dynamic height is computed by dividing the NAVD 88
 CQ2644.geopotential number by the normal gravity value computed on the
 CQ2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2644.degrees latitude (g = 980.6199 gals.).
 CQ2644
 CQ2644.The modeled gravity was interpolated from observed gravity values.
 CQ2644
 CQ2644;                    North         East    Units  Estimated Accuracy
 CQ2644;SPC LA N     -   167,040.      891,840.      MT  (+/- 180 meters Scaled)
 CQ2644
 CQ2644                          SUPERSEDED SURVEY CONTROL
 CQ2644
 CQ2644.No superseded survey control is available for this station.
 CQ2644
 CQ2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR391407(NAD 83)
 CQ2644_MARKER: DB = BENCH MARK DISK
 CQ2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2644_SP_SET: CONCRETE POST
 CQ2644_STAMPING: 16V12 1969
 CQ2644_MARK LOGO: LADH  
 CQ2644_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2644+STABILITY: SURFACE MOTION
 CQ2644
 CQ2644  HISTORY     - Date     Condition        Report By
 CQ2644  HISTORY     - 1969     MONUMENTED       LADH
 CQ2644  HISTORY     - 1981     GOOD             LADTD
 CQ2644
 CQ2644                          STATION DESCRIPTION
 CQ2644
 CQ2644'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2644'6.9 KM (4.3 MI) SE FROM MANSFIELD.
 CQ2644'ABOUT 6.7 KM (4.14 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2644'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT AT THE
 CQ2644'ANTIOCH BAPTIST CHURCH, 18.9 METERS (62 FT) NORTHWEST OF THE NORTHWEST
 CQ2644'CORNER OF THE EDUCATIONAL BUILDING OF THE CHURCH, 14 METERS (46 FT)
 CQ2644'NORTHEAST OF A 36 INCH HICKORY TREE, 8.8 METERS (29 FT) SOUTH OF A
 CQ2644'BARB WIRE FENCE, 5.5 METERS (18 FT) SOUTH OF A 14-INCH PINE TREE.
 CQ2644'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CQ2644'THE MARK IS 1.22 M BELOW STATE HIGHWAY 175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2643 ***********************************************************************
 CQ2643  DESIGNATION -  16 V 13
 CQ2643  PID         -  CQ2643
 CQ2643  STATE/COUNTY-  LA/DE SOTO
 CQ2643  USGS QUAD   -  MANSFIELD (1994)
 CQ2643
 CQ2643                         *CURRENT SURVEY CONTROL
 CQ2643  ___________________________________________________________________
 CQ2643* NAD 83(1986)-  32 00 32.     (N)    093 39 49.     (W)     SCALED    
 CQ2643* NAVD 88     -       102.634  (meters)     336.73   (feet)  ADJUSTED  
 CQ2643  ___________________________________________________________________
 CQ2643  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2643  DYNAMIC HT  -         102.514 (meters)     336.33  (feet)  COMP
 CQ2643  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 CQ2643
 CQ2643  VERT ORDER  -  SECOND    CLASS II
 CQ2643
 CQ2643.The horizontal coordinates were scaled from a topographic map and have
 CQ2643.an estimated accuracy of +/- 6 seconds.
 CQ2643
 CQ2643.The orthometric height was determined by differential leveling
 CQ2643.and adjusted by the National Geodetic Survey in February 1994..
 CQ2643
 CQ2643.The geoid height was determined by GEOID03.
 CQ2643
 CQ2643.The dynamic height is computed by dividing the NAVD 88
 CQ2643.geopotential number by the normal gravity value computed on the
 CQ2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2643.degrees latitude (g = 980.6199 gals.).
 CQ2643
 CQ2643.The modeled gravity was interpolated from observed gravity values.
 CQ2643
 CQ2643;                    North         East    Units  Estimated Accuracy
 CQ2643;SPC LA N     -   167,890.      890,070.      MT  (+/- 180 meters Scaled)
 CQ2643
 CQ2643                          SUPERSEDED SURVEY CONTROL
 CQ2643
 CQ2643.No superseded survey control is available for this station.
 CQ2643
 CQ2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR373416(NAD 83)
 CQ2643_MARKER: DB = BENCH MARK DISK
 CQ2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2643_SP_SET: CONCRETE POST
 CQ2643_STAMPING: 16V13 1969
 CQ2643_MARK LOGO: LADH  
 CQ2643_PROJECTION: FLUSH
 CQ2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2643+STABILITY: SURFACE MOTION
 CQ2643
 CQ2643  HISTORY     - Date     Condition        Report By
 CQ2643  HISTORY     - 1969     MONUMENTED       LADH
 CQ2643  HISTORY     - 1981     GOOD             LADTD
 CQ2643
 CQ2643                          STATION DESCRIPTION
 CQ2643
 CQ2643'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2643'4.8 KM (3.0 MI) SE FROM MANSFIELD.
 CQ2643'ABOUT 4.6 KM (2.87 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2643'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT AT THE
 CQ2643'MANSFIELD BATTLE PARK MUSEUM, 40.5 METERS (133 FT) NORTH OF THE CENTER
 CQ2643'OF STATE HIGHWAY 175, 10.7 METERS (35 FT) EAST OF THE CENTER OF THE
 CQ2643'SOUTH ROAD INTO THE BATTLE PARK MUSEUM, 2.1 METERS (7 FT) NORTHEAST OF
 CQ2643'A 24 INCH PINE TREE.
 CQ2643'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CQ2643'THE MARK IS 0.30 M BELOW STATE HIGHWAY 175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2642 ***********************************************************************
 CQ2642  DESIGNATION -  16 V 14
 CQ2642  PID         -  CQ2642
 CQ2642  STATE/COUNTY-  LA/DE SOTO
 CQ2642  USGS QUAD   -  MANSFIELD (1994)
 CQ2642
 CQ2642                         *CURRENT SURVEY CONTROL
 CQ2642  ___________________________________________________________________
 CQ2642* NAD 83(1986)-  32 00 56.     (N)    093 40 32.     (W)     SCALED    
 CQ2642* NAVD 88     -        93.546  (meters)     306.91   (feet)  ADJUSTED  
 CQ2642  ___________________________________________________________________
 CQ2642  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ2642  DYNAMIC HT  -          93.438 (meters)     306.55  (feet)  COMP
 CQ2642  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 CQ2642
 CQ2642  VERT ORDER  -  SECOND    CLASS II
 CQ2642
 CQ2642.The horizontal coordinates were scaled from a topographic map and have
 CQ2642.an estimated accuracy of +/- 6 seconds.
 CQ2642
 CQ2642.The orthometric height was determined by differential leveling
 CQ2642.and adjusted by the National Geodetic Survey in February 1994..
 CQ2642
 CQ2642.The geoid height was determined by GEOID03.
 CQ2642
 CQ2642.The dynamic height is computed by dividing the NAVD 88
 CQ2642.geopotential number by the normal gravity value computed on the
 CQ2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2642.degrees latitude (g = 980.6199 gals.).
 CQ2642
 CQ2642.The modeled gravity was interpolated from observed gravity values.
 CQ2642
 CQ2642;                    North         East    Units  Estimated Accuracy
 CQ2642;SPC LA N     -   168,640.      888,950.      MT  (+/- 180 meters Scaled)
 CQ2642
 CQ2642                          SUPERSEDED SURVEY CONTROL
 CQ2642
 CQ2642.No superseded survey control is available for this station.
 CQ2642
 CQ2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR362423(NAD 83)
 CQ2642_MARKER: DB = BENCH MARK DISK
 CQ2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2642_SP_SET: CONCRETE POST
 CQ2642_STAMPING: 16V14 1969
 CQ2642_MARK LOGO: LADH  
 CQ2642_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2642+STABILITY: SURFACE MOTION
 CQ2642
 CQ2642  HISTORY     - Date     Condition        Report By
 CQ2642  HISTORY     - 1969     MONUMENTED       LADH
 CQ2642  HISTORY     - 1981     GOOD             LADTD
 CQ2642
 CQ2642                          STATION DESCRIPTION
 CQ2642
 CQ2642'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2642'4 KM (2.5 MI) SE FROM MANSFIELD.
 CQ2642'ABOUT 3.2 KM (1.97 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2642'BAPTIST CHURCH IN EAST  MANSFIELD TO THE MARK ON THE RIGHT NEAR A
 CQ2642'FRAME HOUSE, 43.0 METERS (142 FT) NORTH OF THE BRICK CHIMNEY OF THE
 CQ2642'FRAME HOUSE, 41.4 METERS (136 FT) NORTH OF THE NORTHEAST CORNER OF THE
 CQ2642'HOUSE, 33 METERS (108 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 175,
 CQ2642'2.74 METERS (9 FT) SOUTHEAST OF A 42 INCH OAK TREE.
 CQ2642'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CQ2642'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2641 ***********************************************************************
 CQ2641  DESIGNATION -  16 V 15
 CQ2641  PID         -  CQ2641
 CQ2641  STATE/COUNTY-  LA/DE SOTO
 CQ2641  USGS QUAD   -  MANSFIELD (1994)
 CQ2641
 CQ2641                         *CURRENT SURVEY CONTROL
 CQ2641  ___________________________________________________________________
 CQ2641* NAD 83(1986)-  32 01 30.     (N)    093 41 15.     (W)     SCALED    
 CQ2641* NAVD 88     -        97.070  (meters)     318.47   (feet)  ADJUSTED  
 CQ2641  ___________________________________________________________________
 CQ2641  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2641  DYNAMIC HT  -          96.957 (meters)     318.10  (feet)  COMP
 CQ2641  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 CQ2641
 CQ2641  VERT ORDER  -  SECOND    CLASS II
 CQ2641
 CQ2641.The horizontal coordinates were scaled from a topographic map and have
 CQ2641.an estimated accuracy of +/- 6 seconds.
 CQ2641
 CQ2641.The orthometric height was determined by differential leveling
 CQ2641.and adjusted by the National Geodetic Survey in February 1994..
 CQ2641
 CQ2641.The geoid height was determined by GEOID03.
 CQ2641
 CQ2641.The dynamic height is computed by dividing the NAVD 88
 CQ2641.geopotential number by the normal gravity value computed on the
 CQ2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2641.degrees latitude (g = 980.6199 gals.).
 CQ2641
 CQ2641.The modeled gravity was interpolated from observed gravity values.
 CQ2641
 CQ2641;                    North         East    Units  Estimated Accuracy
 CQ2641;SPC LA N     -   169,700.      887,830.      MT  (+/- 180 meters Scaled)
 CQ2641
 CQ2641                          SUPERSEDED SURVEY CONTROL
 CQ2641
 CQ2641.No superseded survey control is available for this station.
 CQ2641
 CQ2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR350434(NAD 83)
 CQ2641_MARKER: DB = BENCH MARK DISK
 CQ2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2641_SP_SET: CONCRETE POST
 CQ2641_STAMPING: 16V15 1969
 CQ2641_MARK LOGO: LADH  
 CQ2641_PROJECTION: PROJECTING 5 CENTIMETERS
 CQ2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2641+STABILITY: SURFACE MOTION
 CQ2641
 CQ2641  HISTORY     - Date     Condition        Report By
 CQ2641  HISTORY     - 1969     MONUMENTED       LADH
 CQ2641  HISTORY     - 1981     GOOD             LADTD
 CQ2641
 CQ2641                          STATION DESCRIPTION
 CQ2641
 CQ2641'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2641'2.4 KM (1.5 MI) SE FROM MANSFIELD.
 CQ2641'ABOUT 1.58 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2641'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT NEAR A CHAIN
 CQ2641'LINK FENCE AROUND AN AUTOMOBILE BODY SHOP, 31 METERS (103 FT) EAST OF
 CQ2641'THE CENTER OF STATE HIGHWAY 175, 12.5 METERS (41 FT) SOUTHEAST OF A 42
 CQ2641'INCH OAK, 10.7 METERS (35 FT) NORTH OF A METAL GATE, 1.8 METERS (6 FT)
 CQ2641'SOUTHWEST OF THE FENCE CORNER, 0.9 METERS (3 FT) WEST OF A CHAIN LINK
 CQ2641'FENCE.
 CQ2641'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 CQ2641'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2637 ***********************************************************************
 CQ2637  DESIGNATION -  16 V 16
 CQ2637  PID         -  CQ2637
 CQ2637  STATE/COUNTY-  LA/DE SOTO
 CQ2637  USGS QUAD   -  MANSFIELD (1994)
 CQ2637
 CQ2637                         *CURRENT SURVEY CONTROL
 CQ2637  ___________________________________________________________________
 CQ2637* NAD 83(1986)-  32 02 14.     (N)    093 41 33.     (W)     SCALED    
 CQ2637* NAVD 88     -       102.289  (meters)     335.59   (feet)  ADJUSTED  
 CQ2637  ___________________________________________________________________
 CQ2637  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2637  DYNAMIC HT  -         102.171 (meters)     335.21  (feet)  COMP
 CQ2637  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 CQ2637
 CQ2637  VERT ORDER  -  SECOND    CLASS II
 CQ2637
 CQ2637.The horizontal coordinates were scaled from a topographic map and have
 CQ2637.an estimated accuracy of +/- 6 seconds.
 CQ2637
 CQ2637.The orthometric height was determined by differential leveling
 CQ2637.and adjusted by the National Geodetic Survey in February 1994..
 CQ2637
 CQ2637.The geoid height was determined by GEOID03.
 CQ2637
 CQ2637.The dynamic height is computed by dividing the NAVD 88
 CQ2637.geopotential number by the normal gravity value computed on the
 CQ2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2637.degrees latitude (g = 980.6199 gals.).
 CQ2637
 CQ2637.The modeled gravity was interpolated from observed gravity values.
 CQ2637
 CQ2637;                    North         East    Units  Estimated Accuracy
 CQ2637;SPC LA N     -   171,060.      887,370.      MT  (+/- 180 meters Scaled)
 CQ2637
 CQ2637                          SUPERSEDED SURVEY CONTROL
 CQ2637
 CQ2637.No superseded survey control is available for this station.
 CQ2637
 CQ2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR346447(NAD 83)
 CQ2637_MARKER: DB = BENCH MARK DISK
 CQ2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2637_SP_SET: CONCRETE POST
 CQ2637_STAMPING: 16V16 1969
 CQ2637_MARK LOGO: LADH  
 CQ2637_PROJECTION: FLUSH
 CQ2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2637+STABILITY: SURFACE MOTION
 CQ2637
 CQ2637  HISTORY     - Date     Condition        Report By
 CQ2637  HISTORY     - 1969     MONUMENTED       LADH
 CQ2637  HISTORY     - 1981     GOOD             LADTD
 CQ2637  HISTORY     - 1997     GOOD             USPSQD
 CQ2637
 CQ2637                          STATION DESCRIPTION
 CQ2637
 CQ2637'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2637'IN MANSFIELD.
 CQ2637'LOCATED AT THE EMANUAL BAPTIST CHURCH IN EAST MANSFIELD, 32.6 METERS
 CQ2637'(107 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 175, 20.7 METERS (68 FT)
 CQ2637'SOUTH OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 2.7 METERS (9 FT)
 CQ2637'NORTHWEST OF THE NORTHWEST CORNER OF THE EMANUAL BAPTIST CHURCH, 0.9
 CQ2637'METERS (3 FT) SOUTHEAST OF THE CORNER OF A CHAIN LINK FENCE.
 CQ2637'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CQ2637'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2637
 CQ2637                          STATION RECOVERY (1997)
 CQ2637
 CQ2637'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2636 ***********************************************************************
 CQ2636  DESIGNATION -  16 V 17
 CQ2636  PID         -  CQ2636
 CQ2636  STATE/COUNTY-  LA/DE SOTO
 CQ2636  USGS QUAD   -  MANSFIELD (1994)
 CQ2636
 CQ2636                         *CURRENT SURVEY CONTROL
 CQ2636  ___________________________________________________________________
 CQ2636* NAD 83(1986)-  32 03 06.     (N)    093 41 42.     (W)     SCALED    
 CQ2636* NAVD 88     -        91.880  (meters)     301.44   (feet)  ADJUSTED  
 CQ2636  ___________________________________________________________________
 CQ2636  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2636  DYNAMIC HT  -          91.773 (meters)     301.09  (feet)  COMP
 CQ2636  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 CQ2636
 CQ2636  VERT ORDER  -  SECOND    CLASS II
 CQ2636
 CQ2636.The horizontal coordinates were scaled from a topographic map and have
 CQ2636.an estimated accuracy of +/- 6 seconds.
 CQ2636
 CQ2636.The orthometric height was determined by differential leveling
 CQ2636.and adjusted by the National Geodetic Survey in February 1994..
 CQ2636
 CQ2636.The geoid height was determined by GEOID03.
 CQ2636
 CQ2636.The dynamic height is computed by dividing the NAVD 88
 CQ2636.geopotential number by the normal gravity value computed on the
 CQ2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2636.degrees latitude (g = 980.6199 gals.).
 CQ2636
 CQ2636.The modeled gravity was interpolated from observed gravity values.
 CQ2636
 CQ2636;                    North         East    Units  Estimated Accuracy
 CQ2636;SPC LA N     -   172,660.      887,160.      MT  (+/- 180 meters Scaled)
 CQ2636
 CQ2636                          SUPERSEDED SURVEY CONTROL
 CQ2636
 CQ2636.No superseded survey control is available for this station.
 CQ2636
 CQ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR343463(NAD 83)
 CQ2636_MARKER: DB = BENCH MARK DISK
 CQ2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2636_SP_SET: CONCRETE POST
 CQ2636_STAMPING: 16V17 1969
 CQ2636_MARK LOGO: LADH  
 CQ2636_PROJECTION: FLUSH
 CQ2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2636+STABILITY: SURFACE MOTION
 CQ2636
 CQ2636  HISTORY     - Date     Condition        Report By
 CQ2636  HISTORY     - 1969     MONUMENTED       LADH
 CQ2636  HISTORY     - 1981     GOOD             LADTD
 CQ2636  HISTORY     - 19961116 GOOD             USPSQD
 CQ2636
 CQ2636                          STATION DESCRIPTION
 CQ2636
 CQ2636'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2636'2.4 KM (1.5 MI) NE FROM MANSFIELD.
 CQ2636'1.9 KM (1.2 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL BAPTIST
 CQ2636'CHURCH IN MANSFIELD TO A METAL BARN ON THE RIGHT WITH MARK BEHIND
 CQ2636'BARN, 32.3 METERS (106 FT) EAST OF THE CENTER OF STATE HIGHWAY 175,
 CQ2636'8.2 METERS (27 FT) EAST OF A FENCE, 1.5 METERS (5 FT) SOUTH OF THE
 CQ2636'SOUTHEAST CORNER OF METAL BARN.
 CQ2636'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 CQ2636'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2636
 CQ2636                          STATION RECOVERY (1996)
 CQ2636
 CQ2636'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2635 ***********************************************************************
 CQ2635  DESIGNATION -  16 V 18
 CQ2635  PID         -  CQ2635
 CQ2635  STATE/COUNTY-  LA/DE SOTO
 CQ2635  USGS QUAD   -  MANSFIELD (1994)
 CQ2635
 CQ2635                         *CURRENT SURVEY CONTROL
 CQ2635  ___________________________________________________________________
 CQ2635* NAD 83(1986)-  32 03 50.     (N)    093 41 33.     (W)     SCALED    
 CQ2635* NAVD 88     -        90.159  (meters)     295.80   (feet)  ADJUSTED  
 CQ2635  ___________________________________________________________________
 CQ2635  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ2635  DYNAMIC HT  -          90.054 (meters)     295.45  (feet)  COMP
 CQ2635  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 CQ2635
 CQ2635  VERT ORDER  -  SECOND    CLASS II
 CQ2635
 CQ2635.The horizontal coordinates were scaled from a topographic map and have
 CQ2635.an estimated accuracy of +/- 6 seconds.
 CQ2635
 CQ2635.The orthometric height was determined by differential leveling
 CQ2635.and adjusted by the National Geodetic Survey in February 1994..
 CQ2635
 CQ2635.The geoid height was determined by GEOID03.
 CQ2635
 CQ2635.The dynamic height is computed by dividing the NAVD 88
 CQ2635.geopotential number by the normal gravity value computed on the
 CQ2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2635.degrees latitude (g = 980.6199 gals.).
 CQ2635
 CQ2635.The modeled gravity was interpolated from observed gravity values.
 CQ2635
 CQ2635;                    North         East    Units  Estimated Accuracy
 CQ2635;SPC LA N     -   174,020.      887,410.      MT  (+/- 180 meters Scaled)
 CQ2635
 CQ2635                          SUPERSEDED SURVEY CONTROL
 CQ2635
 CQ2635.No superseded survey control is available for this station.
 CQ2635
 CQ2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR346477(NAD 83)
 CQ2635_MARKER: DB = BENCH MARK DISK
 CQ2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2635_SP_SET: CONCRETE POST
 CQ2635_STAMPING: 16V18 1969
 CQ2635_MARK LOGO: LADH  
 CQ2635_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2635+STABILITY: SURFACE MOTION
 CQ2635
 CQ2635  HISTORY     - Date     Condition        Report By
 CQ2635  HISTORY     - 1969     MONUMENTED       LADH
 CQ2635  HISTORY     - 1981     GOOD             LADTD
 CQ2635  HISTORY     - 19961116 GOOD             USPSQD
 CQ2635
 CQ2635                          STATION DESCRIPTION
 CQ2635
 CQ2635'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2635'3.5 KM (2.2 MI) NE FROM MANSFIELD.
 CQ2635'3.4 KM (2.12 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2635'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE RIGHT BY A DIRT
 CQ2635'ROAD, 40 METERS (131 FT) EAST OF THE CENTER OF STATE HIGHWAY 175, 27.1
 CQ2635'METERS (89 FT) EAST OF A FENCE CORNER, 17.4 METERS (57 FT) WEST OF A
 CQ2635'12-INCH TWIN OAK, 10.1 METERS (33 FT) SOUTH OF THE CENTER OF A DIRT
 CQ2635'ROAD, AND 0.6 METERS (2 FT) NORTH OF A FENCE.
 CQ2635'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CQ2635'THE MARK IS 0.61 M ABOVE STATE HIGHWAY 175.
 CQ2635
 CQ2635                          STATION RECOVERY (1996)
 CQ2635
 CQ2635'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2634 ***********************************************************************
 CQ2634  DESIGNATION -  16 V 19
 CQ2634  PID         -  CQ2634
 CQ2634  STATE/COUNTY-  LA/DE SOTO
 CQ2634  USGS QUAD   -  MANSFIELD (1994)
 CQ2634
 CQ2634                         *CURRENT SURVEY CONTROL
 CQ2634  ___________________________________________________________________
 CQ2634* NAD 83(1986)-  32 04 44.     (N)    093 41 49.     (W)     SCALED    
 CQ2634* NAVD 88     -        83.731  (meters)     274.71   (feet)  ADJUSTED  
 CQ2634  ___________________________________________________________________
 CQ2634  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ2634  DYNAMIC HT  -          83.634 (meters)     274.39  (feet)  COMP
 CQ2634  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 CQ2634
 CQ2634  VERT ORDER  -  SECOND    CLASS II
 CQ2634
 CQ2634.The horizontal coordinates were scaled from a topographic map and have
 CQ2634.an estimated accuracy of +/- 6 seconds.
 CQ2634
 CQ2634.The orthometric height was determined by differential leveling
 CQ2634.and adjusted by the National Geodetic Survey in February 1994..
 CQ2634
 CQ2634.The geoid height was determined by GEOID03.
 CQ2634
 CQ2634.The dynamic height is computed by dividing the NAVD 88
 CQ2634.geopotential number by the normal gravity value computed on the
 CQ2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2634.degrees latitude (g = 980.6199 gals.).
 CQ2634
 CQ2634.The modeled gravity was interpolated from observed gravity values.
 CQ2634
 CQ2634;                    North         East    Units  Estimated Accuracy
 CQ2634;SPC LA N     -   175,680.      887,010.      MT  (+/- 180 meters Scaled)
 CQ2634
 CQ2634                          SUPERSEDED SURVEY CONTROL
 CQ2634
 CQ2634.No superseded survey control is available for this station.
 CQ2634
 CQ2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR342493(NAD 83)
 CQ2634_MARKER: DB = BENCH MARK DISK
 CQ2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2634_SP_SET: CONCRETE POST
 CQ2634_STAMPING: 16V19 1969
 CQ2634_MARK LOGO: LADH  
 CQ2634_PROJECTION: FLUSH
 CQ2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2634+STABILITY: SURFACE MOTION
 CQ2634
 CQ2634  HISTORY     - Date     Condition        Report By
 CQ2634  HISTORY     - 1969     MONUMENTED       LADH
 CQ2634  HISTORY     - 1981     GOOD             LADTD
 CQ2634  HISTORY     - 19961116 GOOD             USPSQD
 CQ2634
 CQ2634                          STATION DESCRIPTION
 CQ2634
 CQ2634'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2634'4.5 KM (2.8 MI) NE FROM MANSFIELD.
 CQ2634'5.13 KM (3.19 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2634'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT BY A CHAIN
 CQ2634'LINK FENCE, 33.8 METERS (111 FT) SOUTHEAST OF STEPS OF MANSFIELD WATER
 CQ2634'TANK, 15.5 METERS (51 FT) WEST OF THE CENTER OF THE HIGHWAY, 9.1
 CQ2634'METERS (30 FT) EAST OF THE NORTHEAST CORNER OF A BRICK BUILDING, 0.46
 CQ2634'METERS (1.5 FT) NORTHWEST OF THE SOUTHEAST CORNER OF A CHAIN LINK
 CQ2634'FENCE.
 CQ2634'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CQ2634'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2634
 CQ2634                          STATION RECOVERY (1996)
 CQ2634
 CQ2634'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2552 ***********************************************************************
 BX2552  DESIGNATION -  16 V 2 LADH
 BX2552  PID         -  BX2552
 BX2552  STATE/COUNTY-  LA/DE SOTO
 BX2552  USGS QUAD   -  PELICAN (1992)
 BX2552
 BX2552                         *CURRENT SURVEY CONTROL
 BX2552  ___________________________________________________________________
 BX2552* NAD 83(1986)-  31 53 02.     (N)    093 34 30.     (W)     SCALED    
 BX2552* NAVD 88     -       107.886  (meters)     353.96   (feet)  ADJUSTED  
 BX2552  ___________________________________________________________________
 BX2552  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX2552  DYNAMIC HT  -         107.758 (meters)     353.54  (feet)  COMP
 BX2552  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 BX2552
 BX2552  VERT ORDER  -  SECOND    CLASS II
 BX2552
 BX2552.The horizontal coordinates were scaled from a topographic map and have
 BX2552.an estimated accuracy of +/- 6 seconds.
 BX2552
 BX2552.The orthometric height was determined by differential leveling
 BX2552.and adjusted by the National Geodetic Survey in February 1994..
 BX2552
 BX2552.The geoid height was determined by GEOID03.
 BX2552
 BX2552.The dynamic height is computed by dividing the NAVD 88
 BX2552.geopotential number by the normal gravity value computed on the
 BX2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2552.degrees latitude (g = 980.6199 gals.).
 BX2552
 BX2552.The modeled gravity was interpolated from observed gravity values.
 BX2552
 BX2552;                    North         East    Units  Estimated Accuracy
 BX2552;SPC LA N     -   153,940.      898,300.      MT  (+/- 180 meters Scaled)
 BX2552
 BX2552                          SUPERSEDED SURVEY CONTROL
 BX2552
 BX2552.No superseded survey control is available for this station.
 BX2552
 BX2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR456277(NAD 83)
 BX2552_MARKER: DB = BENCH MARK DISK
 BX2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2552_SP_SET: CONCRETE POST
 BX2552_STAMPING: 16V2 1969
 BX2552_MARK LOGO: LADH  
 BX2552_PROJECTION: FLUSH
 BX2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2552+STABILITY: SURFACE MOTION
 BX2552
 BX2552  HISTORY     - Date     Condition        Report By
 BX2552  HISTORY     - 1969     MONUMENTED       LADH
 BX2552  HISTORY     - 1981     GOOD             LADTD
 BX2552  HISTORY     - 19970208 GOOD             USPSQD
 BX2552
 BX2552                          STATION DESCRIPTION
 BX2552
 BX2552'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2552'21.0 KM (13.0 MI) SE FROM MANSFIELD.
 BX2552'24.4 KM (15.14 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 BX2552'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE RIGHT NEAR THE
 BX2552'INTERSECTION OF STATE HIGHWAYS 175 AND 483 AND AT DINKS SUPERMARKET,
 BX2552'61 METERS (200 FT) NORTH OF THE JUNCTION OF STATE HIGHWAYS, 35.4
 BX2552'METERS (116 FT) WEST OF THE CENTER OF STATE HIGHWAY 175, AND 34.1
 BX2552'METERS (112 FT) NORTH OF THE NORTHEAST CORNER OF THE SUPERMARKET.
 BX2552'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BX2552'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 BX2552
 BX2552                          STATION RECOVERY (1997)
 BX2552
 BX2552'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2633 ***********************************************************************
 CQ2633  DESIGNATION -  16 V 20
 CQ2633  PID         -  CQ2633
 CQ2633  STATE/COUNTY-  LA/DE SOTO
 CQ2633  USGS QUAD   -  MANSFIELD (1994)
 CQ2633
 CQ2633                         *CURRENT SURVEY CONTROL
 CQ2633  ___________________________________________________________________
 CQ2633* NAD 83(1986)-  32 05 36.     (N)    093 41 41.     (W)     SCALED    
 CQ2633* NAVD 88     -        74.966  (meters)     245.95   (feet)  ADJUSTED  
 CQ2633  ___________________________________________________________________
 CQ2633  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2633  DYNAMIC HT  -          74.879 (meters)     245.67  (feet)  COMP
 CQ2633  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 CQ2633
 CQ2633  VERT ORDER  -  SECOND    CLASS II
 CQ2633
 CQ2633.The horizontal coordinates were scaled from a topographic map and have
 CQ2633.an estimated accuracy of +/- 6 seconds.
 CQ2633
 CQ2633.The orthometric height was determined by differential leveling
 CQ2633.and adjusted by the National Geodetic Survey in February 1994..
 CQ2633
 CQ2633.The geoid height was determined by GEOID03.
 CQ2633
 CQ2633.The dynamic height is computed by dividing the NAVD 88
 CQ2633.geopotential number by the normal gravity value computed on the
 CQ2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2633.degrees latitude (g = 980.6199 gals.).
 CQ2633
 CQ2633.The modeled gravity was interpolated from observed gravity values.
 CQ2633
 CQ2633;                    North         East    Units  Estimated Accuracy
 CQ2633;SPC LA N     -   177,280.      887,230.      MT  (+/- 180 meters Scaled)
 CQ2633
 CQ2633                          SUPERSEDED SURVEY CONTROL
 CQ2633
 CQ2633.No superseded survey control is available for this station.
 CQ2633
 CQ2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR344509(NAD 83)
 CQ2633_MARKER: DB = BENCH MARK DISK
 CQ2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2633_SP_SET: CONCRETE POST
 CQ2633_STAMPING: 16V20 1969
 CQ2633_MARK LOGO: LADH  
 CQ2633_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2633+STABILITY: SURFACE MOTION
 CQ2633
 CQ2633  HISTORY     - Date     Condition        Report By
 CQ2633  HISTORY     - 1969     MONUMENTED       LADH
 CQ2633  HISTORY     - 1981     GOOD             LADTD
 CQ2633  HISTORY     - 19960504 GOOD             USPSQD
 CQ2633
 CQ2633                          STATION DESCRIPTION
 CQ2633
 CQ2633'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2633'6.1 KM (3.8 MI) NE FROM MANSFIELD.
 CQ2633'6.8 KM (4.21 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2633'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE RIGHT SIDE OF THE
 CQ2633'HIGHWAY, 35 METERS (115 FT) EAST OF THE CENTER OF THE HIGHWAY, 19.8
 CQ2633'METERS (65 FT) EAST OF A FENCE CORNER, 2.1 METERS (7 FT) NORTHEAST OF
 CQ2633'A 24 INCH OAK TREE, 1.2 METERS (4 FT) NORTHWEST OF THE NORTHWEST
 CQ2633'CORNER OF A SHED, AND 0.61 METERS (2 FT) SOUTH OF A FENCE.
 CQ2633'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 CQ2633'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2633
 CQ2633                          STATION RECOVERY (1996)
 CQ2633
 CQ2633'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2632 ***********************************************************************
 CQ2632  DESIGNATION -  16 V 21
 CQ2632  PID         -  CQ2632
 CQ2632  STATE/COUNTY-  LA/DE SOTO
 CQ2632  USGS QUAD   -  MANSFIELD (1994)
 CQ2632
 CQ2632                         *CURRENT SURVEY CONTROL
 CQ2632  ___________________________________________________________________
 CQ2632* NAD 83(1986)-  32 06 11.     (N)    093 42 00.     (W)     SCALED    
 CQ2632* NAVD 88     -        62.355  (meters)     204.58   (feet)  ADJUSTED  
 CQ2632  ___________________________________________________________________
 CQ2632  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2632  DYNAMIC HT  -          62.283 (meters)     204.34  (feet)  COMP
 CQ2632  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 CQ2632
 CQ2632  VERT ORDER  -  SECOND    CLASS II
 CQ2632
 CQ2632.The horizontal coordinates were scaled from a topographic map and have
 CQ2632.an estimated accuracy of +/- 6 seconds.
 CQ2632
 CQ2632.The orthometric height was determined by differential leveling
 CQ2632.and adjusted by the National Geodetic Survey in February 1994..
 CQ2632
 CQ2632.The geoid height was determined by GEOID03.
 CQ2632
 CQ2632.The dynamic height is computed by dividing the NAVD 88
 CQ2632.geopotential number by the normal gravity value computed on the
 CQ2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2632.degrees latitude (g = 980.6199 gals.).
 CQ2632
 CQ2632.The modeled gravity was interpolated from observed gravity values.
 CQ2632
 CQ2632;                    North         East    Units  Estimated Accuracy
 CQ2632;SPC LA N     -   178,370.      886,750.      MT  (+/- 180 meters Scaled)
 CQ2632
 CQ2632                          SUPERSEDED SURVEY CONTROL
 CQ2632
 CQ2632.No superseded survey control is available for this station.
 CQ2632
 CQ2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR339520(NAD 83)
 CQ2632_MARKER: DB = BENCH MARK DISK
 CQ2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2632_SP_SET: CONCRETE POST
 CQ2632_STAMPING: 16V21 1969
 CQ2632_MARK LOGO: LADH  
 CQ2632_PROJECTION: FLUSH
 CQ2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2632+STABILITY: SURFACE MOTION
 CQ2632
 CQ2632  HISTORY     - Date     Condition        Report By
 CQ2632  HISTORY     - 1969     MONUMENTED       LADH
 CQ2632  HISTORY     - 1981     GOOD             LADTD
 CQ2632  HISTORY     - 19960504 GOOD             USPSQD
 CQ2632
 CQ2632                          STATION DESCRIPTION
 CQ2632
 CQ2632'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2632'7.1 KM (4.4 MI) NORTH FROM MANSFIELD.
 CQ2632'8 KM (4.98 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2632'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT SIDE OF THE
 CQ2632'HIGHWAY, 50.6 METERS (166 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 CQ2632'44.2 METERS (145 FT) NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 CQ2632'HOUSE OWNED BY NOBLE WILLIAMS, 36.3 METERS (119 FT) SOUTHWEST
 CQ2632'OF A FENCE CORNER, 32.9 METERS (108 FT) SOUTHWEST OF A 10-INCH
 CQ2632'OAK TREE, AND 0.3 METER (1 FT) WEST OF A FENCE.
 CQ2632'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 CQ2632'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2632
 CQ2632                          STATION RECOVERY (1996)
 CQ2632
 CQ2632'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2631 ***********************************************************************
 CQ2631  DESIGNATION -  16 V 22
 CQ2631  PID         -  CQ2631
 CQ2631  STATE/COUNTY-  LA/DE SOTO
 CQ2631  USGS QUAD   -  MANSFIELD (1994)
 CQ2631
 CQ2631                         *CURRENT SURVEY CONTROL
 CQ2631  ___________________________________________________________________
 CQ2631* NAD 83(1992)-  32 07 01.87456(N)    093 42 05.79707(W)     ADJUSTED  
 CQ2631* NAVD 88     -        60.353  (meters)     198.01   (feet)  ADJUSTED  
 CQ2631  ___________________________________________________________________
 CQ2631  X           -    -349,090.109 (meters)                     COMP
 CQ2631  Y           -  -5,395,909.625 (meters)                     COMP
 CQ2631  Z           -   3,371,462.834 (meters)                     COMP
 CQ2631  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 CQ2631  ELLIP HEIGHT-          34.53  (meters)          (01/02/04) GPS OBS
 CQ2631  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2631  DYNAMIC HT  -          60.283 (meters)     197.78  (feet)  COMP
 CQ2631  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 CQ2631
 CQ2631  HORZ ORDER  -  THIRD
 CQ2631  VERT ORDER  -  SECOND    CLASS II
 CQ2631  ELLP ORDER  -  FOURTH    CLASS II
 CQ2631
 CQ2631.The horizontal coordinates were established by GPS observations
 CQ2631.and adjusted by the National Geodetic Survey in January 1993..
 CQ2631
 CQ2631.The orthometric height was determined by differential leveling
 CQ2631.and adjusted by the National Geodetic Survey in February 1994..
 CQ2631
 CQ2631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2631
 CQ2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2631
 CQ2631.The ellipsoidal height was determined by GPS observations
 CQ2631.and is referenced to NAD 83.
 CQ2631
 CQ2631.The geoid height was determined by GEOID03.
 CQ2631
 CQ2631.The dynamic height is computed by dividing the NAVD 88
 CQ2631.geopotential number by the normal gravity value computed on the
 CQ2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2631.degrees latitude (g = 980.6199 gals.).
 CQ2631
 CQ2631.The modeled gravity was interpolated from observed gravity values.
 CQ2631
 CQ2631;                    North         East     Units Scale Factor Converg.
 CQ2631;SPC LA N     -   179,934.639   886,612.027   MT  0.99992078   -0 38 07.1
 CQ2631;SPC LA N     -   590,335.56  2,908,826.29   sFT  0.99992078   -0 38 07.1
 CQ2631;UTM  15      - 3,553,640.606   433,812.860   MT  0.99965402   -0 22 22.9
 CQ2631
 CQ2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2631!SPC LA N     -   0.99999458  x   0.99992078  =   0.99991536
 CQ2631!UTM  15      -   0.99999458  x   0.99965402  =   0.99964860
 CQ2631
 CQ2631                          SUPERSEDED SURVEY CONTROL
 CQ2631
 CQ2631  ELLIP H (01/21/93)   34.64   (m)                       GP(       ) 4 2
 CQ2631  NAD 83(1986)-  32 07 01.88764(N)    093 42 05.78480(W) AD(       ) 3
 CQ2631  NAD 27      -  32 07 01.30404(N)    093 42 05.13901(W) AD(       ) 3
 CQ2631  NGVD 29 (11/20/87)   60.41   (m)          198.2    (f) LEVELING    3  
 CQ2631
 CQ2631.Superseded values are not recommended for survey control.
 CQ2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2631.See file dsdata.txt to determine how the superseded data were derived.
 CQ2631
 CQ2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3381353641(NAD 83)
 CQ2631_MARKER: DB = BENCH MARK DISK
 CQ2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2631_SP_SET: CONCRETE POST
 CQ2631_STAMPING: 16V22 1969
 CQ2631_MARK LOGO: LADH  
 CQ2631_PROJECTION: FLUSH
 CQ2631_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2631+STABILITY: SURFACE MOTION
 CQ2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2631+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ2631
 CQ2631  HISTORY     - Date     Condition        Report By
 CQ2631  HISTORY     - 1987     MONUMENTED       LADH
 CQ2631  HISTORY     - 1981     GOOD             LADTD
 CQ2631  HISTORY     - 19960504 GOOD             USPSQD
 CQ2631
 CQ2631                          STATION DESCRIPTION
 CQ2631
 CQ2631'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (SLC)
 CQ2631'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ2631'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ2631'OBSERVATIONS.
 CQ2631'
 CQ2631'THE STATION IS LOCATED ABOUT 9.9 KM (6.2 MI)
 CQ2631'NORTH OF MANSFIELD ON THE EAST SIDE OF STATE HIGHWAY 175.
 CQ2631'OWNERSHIP--MR. EVANS CALVERT, P.O. BOX 907, MANSFIELD, LA. 71052,
 CQ2631'TELEPHONE 318-872-0510.
 CQ2631'
 CQ2631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 CQ2631'HIGHWAY 175 IN EAST MANSFIELD, GO NORTH ON HIGHWAY 175 FOR 9.6 KM
 CQ2631'(6 MI) TO THE BENCH MARK ON THE RIGHT AND NORTH OF A GRAVEL DRIVE
 CQ2631'LEADING INTO MR. B. HOWARD.
 CQ2631'
 CQ2631'THE STATION IS A STANDARD LADH DISK
 CQ2631'STAMPED---16 V22 1969---,
 CQ2631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ2631'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CQ2631'42.7 METERS (140 FT) EAST FROM THE CENTER OF HIGHWAY 175,
 CQ2631'40.5 METERS (133 FT) SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER,
 CQ2631'5.8 METERS (19 FT) NORTH FROM THE CENTER OF THE GRAVELED DRIVE,
 CQ2631'0.3 METER (1 FT) SOUTH FROM A BARBED WIRE FENCE AND
 CQ2631'0.15 METER (0.5 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN.
 CQ2631'
 CQ2631'DESCRIBED BY RICHARK COPP.
 CQ2631
 CQ2631                          STATION RECOVERY (1981)
 CQ2631
 CQ2631'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ2631'9.0 KM (5.6 MI) NORTH FROM MANSFIELD.
 CQ2631'9.9 KM (6.14 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2631'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE RIGHT SIDE OF THE
 CQ2631'HIGHWAY, 41.5 METERS (136 FT) EAST OF THE CENTER OF THE HIGHWAY, 25.9
 CQ2631'METERS (85 FT) EAST OF A FENCE CORNER, 9.5 METERS (31 FT) NORTH OF A
 CQ2631'FENCE, 6.1 METERS (20 FT) NORTH OF THE CENTER OF A DIRT ROAD, 0.61
 CQ2631'METERS (2 FT) SOUTH OF A FENCE.
 CQ2631'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CQ2631'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2631
 CQ2631                          STATION RECOVERY (1996)
 CQ2631
 CQ2631'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2630 ***********************************************************************
 CQ2630  DESIGNATION -  16 V 23
 CQ2630  PID         -  CQ2630
 CQ2630  STATE/COUNTY-  LA/DE SOTO
 CQ2630  USGS QUAD   -  HOLLY (1980)
 CQ2630
 CQ2630                         *CURRENT SURVEY CONTROL
 CQ2630  ___________________________________________________________________
 CQ2630* NAD 83(1986)-  32 07 57.     (N)    093 42 04.     (W)     SCALED    
 CQ2630* NAVD 88     -        60.172  (meters)     197.41   (feet)  ADJUSTED  
 CQ2630  ___________________________________________________________________
 CQ2630  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2630  DYNAMIC HT  -          60.102 (meters)     197.18  (feet)  COMP
 CQ2630  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 CQ2630
 CQ2630  VERT ORDER  -  SECOND    CLASS II
 CQ2630
 CQ2630.The horizontal coordinates were scaled from a topographic map and have
 CQ2630.an estimated accuracy of +/- 6 seconds.
 CQ2630
 CQ2630.The orthometric height was determined by differential leveling
 CQ2630.and adjusted by the National Geodetic Survey in February 1994..
 CQ2630
 CQ2630.The geoid height was determined by GEOID03.
 CQ2630
 CQ2630.The dynamic height is computed by dividing the NAVD 88
 CQ2630.geopotential number by the normal gravity value computed on the
 CQ2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2630.degrees latitude (g = 980.6199 gals.).
 CQ2630
 CQ2630.The modeled gravity was interpolated from observed gravity values.
 CQ2630
 CQ2630;                    North         East    Units  Estimated Accuracy
 CQ2630;SPC LA N     -   181,630.      886,680.      MT  (+/- 180 meters Scaled)
 CQ2630
 CQ2630                          SUPERSEDED SURVEY CONTROL
 CQ2630
 CQ2630.No superseded survey control is available for this station.
 CQ2630
 CQ2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR338553(NAD 83)
 CQ2630_MARKER: DB = BENCH MARK DISK
 CQ2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2630_SP_SET: CONCRETE POST
 CQ2630_STAMPING: 16V23 1969
 CQ2630_MARK LOGO: LADH  
 CQ2630_PROJECTION: PROJECTING 3 CENTIMETERS
 CQ2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2630+STABILITY: SURFACE MOTION
 CQ2630
 CQ2630  HISTORY     - Date     Condition        Report By
 CQ2630  HISTORY     - 1969     MONUMENTED       LADH
 CQ2630  HISTORY     - 1981     GOOD             LADTD
 CQ2630  HISTORY     - 19960504 GOOD             USPSQD
 CQ2630
 CQ2630                          STATION DESCRIPTION
 CQ2630
 CQ2630'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2630'10.3 KM (6.4 MI) NORTH FROM MANSFIELD.
 CQ2630'11.4 KM (7.08 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 CQ2630'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT SIDE OF THE
 CQ2630'HIGHWAY, 46.3 METERS (152 FT) WEST OF THE CENTER OF THE HIGHWAY, 26.8
 CQ2630'METERS (88 FT) EAST OF THE NORTHEAST CORNER OF A HOUSE OWNED BY
 CQ2630'CHARLIE FULLER, 26.2 METERS (86 FT) NORTHEAST OF THE SOUTHEAST CORNER
 CQ2630'OF A CYCLONE FENCE, 18.3 METERS (60 FT) WEST OF THE CENTER OF THE
 CQ2630'KANSAS CITY SOUTHERN RAILROAD, 15.2 METERS (50 FT) EAST OF THE
 CQ2630'NORTHEAST CORNER OF A CYCLONE FENCE, 1.5 METERS (5 FT) SOUTHWEST OF A
 CQ2630'FENCE CORNER.
 CQ2630'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CQ2630'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2630
 CQ2630                          STATION RECOVERY (1996)
 CQ2630
 CQ2630'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2629 ***********************************************************************
 CQ2629  DESIGNATION -  16 V 24
 CQ2629  PID         -  CQ2629
 CQ2629  STATE/COUNTY-  LA/DE SOTO
 CQ2629  USGS QUAD   -  HOLLY (1980)
 CQ2629
 CQ2629                         *CURRENT SURVEY CONTROL
 CQ2629  ___________________________________________________________________
 CQ2629* NAD 83(1986)-  32 08 46.     (N)    093 42 06.     (W)     SCALED    
 CQ2629* NAVD 88     -        63.273  (meters)     207.59   (feet)  ADJUSTED  
 CQ2629  ___________________________________________________________________
 CQ2629  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2629  DYNAMIC HT  -          63.200 (meters)     207.35  (feet)  COMP
 CQ2629  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 CQ2629
 CQ2629  VERT ORDER  -  SECOND    CLASS II
 CQ2629
 CQ2629.The horizontal coordinates were scaled from a topographic map and have
 CQ2629.an estimated accuracy of +/- 6 seconds.
 CQ2629
 CQ2629.The orthometric height was determined by differential leveling
 CQ2629.and adjusted by the National Geodetic Survey in February 1994..
 CQ2629
 CQ2629.The geoid height was determined by GEOID03.
 CQ2629
 CQ2629.The dynamic height is computed by dividing the NAVD 88
 CQ2629.geopotential number by the normal gravity value computed on the
 CQ2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2629.degrees latitude (g = 980.6199 gals.).
 CQ2629
 CQ2629.The modeled gravity was interpolated from observed gravity values.
 CQ2629
 CQ2629;                    North         East    Units  Estimated Accuracy
 CQ2629;SPC LA N     -   183,140.      886,640.      MT  (+/- 180 meters Scaled)
 CQ2629
 CQ2629                          SUPERSEDED SURVEY CONTROL
 CQ2629
 CQ2629.No superseded survey control is available for this station.
 CQ2629
 CQ2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR338568(NAD 83)
 CQ2629_MARKER: DB = BENCH MARK DISK
 CQ2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2629_SP_SET: CONCRETE POST
 CQ2629_STAMPING: 16V24 1969
 CQ2629_MARK LOGO: LADH  
 CQ2629_PROJECTION: FLUSH
 CQ2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2629+STABILITY: SURFACE MOTION
 CQ2629
 CQ2629  HISTORY     - Date     Condition        Report By
 CQ2629  HISTORY     - 1969     MONUMENTED       LADH
 CQ2629  HISTORY     - 1981     GOOD             LADTD
 CQ2629  HISTORY     - 19960504 GOOD             USPSQD
 CQ2629
 CQ2629                          STATION DESCRIPTION
 CQ2629
 CQ2629'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2629'11.6 KM (7.2 MI) NORTH FROM MANSFIELD.
 CQ2629'12.9 KM (8.04 MI) NORTH ALONG STATE HIGHWAY 175 FORM THE EMANUAL
 CQ2629'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT SIDE OF THE
 CQ2629'HIGHWAY, 29.6 METERS (97 FT) WEST OF THE CENTER OF THE HIGHWAY, 22.3
 CQ2629'METERS (73 FT) EAST OF THE CENTER OF THE KANSAS CITY SOUTHERN
 CQ2629'RAILROAD, AND 12.2 METERS (40 FT) SOUTH OF CENTER OF A GRAVEL ROAD.
 CQ2629'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 CQ2629'THE MARK IS 0.61 M BELOW STATE HIGHWAY 175.
 CQ2629
 CQ2629                          STATION RECOVERY (1996)
 CQ2629
 CQ2629'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2626 ***********************************************************************
 CQ2626  DESIGNATION -  16 V 25
 CQ2626  PID         -  CQ2626
 CQ2626  STATE/COUNTY-  LA/DE SOTO
 CQ2626  USGS QUAD   -  HOLLY (1980)
 CQ2626
 CQ2626                         *CURRENT SURVEY CONTROL
 CQ2626  ___________________________________________________________________
 CQ2626* NAD 83(1986)-  32 09 15.     (N)    093 42 25.     (W)     SCALED    
 CQ2626* NAVD 88     -        89.189  (meters)     292.61   (feet)  ADJUSTED  
 CQ2626  ___________________________________________________________________
 CQ2626  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2626  DYNAMIC HT  -          89.086 (meters)     292.28  (feet)  COMP
 CQ2626  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 CQ2626
 CQ2626  VERT ORDER  -  SECOND    CLASS II
 CQ2626
 CQ2626.The horizontal coordinates were scaled from a topographic map and have
 CQ2626.an estimated accuracy of +/- 6 seconds.
 CQ2626
 CQ2626.The orthometric height was determined by differential leveling
 CQ2626.and adjusted by the National Geodetic Survey in February 1994..
 CQ2626
 CQ2626.The geoid height was determined by GEOID03.
 CQ2626
 CQ2626.The dynamic height is computed by dividing the NAVD 88
 CQ2626.geopotential number by the normal gravity value computed on the
 CQ2626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2626.degrees latitude (g = 980.6199 gals.).
 CQ2626
 CQ2626.The modeled gravity was interpolated from observed gravity values.
 CQ2626
 CQ2626;                    North         East    Units  Estimated Accuracy
 CQ2626;SPC LA N     -   184,040.      886,150.      MT  (+/- 180 meters Scaled)
 CQ2626
 CQ2626                          SUPERSEDED SURVEY CONTROL
 CQ2626
 CQ2626.No superseded survey control is available for this station.
 CQ2626
 CQ2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR333577(NAD 83)
 CQ2626_MARKER: DB = BENCH MARK DISK
 CQ2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2626_SP_SET: CONCRETE POST
 CQ2626_STAMPING: 16V25 1969
 CQ2626_MARK LOGO: LADH  
 CQ2626_PROJECTION: FLUSH
 CQ2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2626+STABILITY: SURFACE MOTION
 CQ2626
 CQ2626  HISTORY     - Date     Condition        Report By
 CQ2626  HISTORY     - 1969     MONUMENTED       LADH
 CQ2626  HISTORY     - 1981     GOOD             LADTD
 CQ2626  HISTORY     - 19960504 GOOD             USPSQD
 CQ2626
 CQ2626                          STATION DESCRIPTION
 CQ2626
 CQ2626'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2626'10.8 KM (6.7 MI) SOUTH FROM FRIERSON.
 CQ2626'12.2 KM (7.55 MI) SOUTH ALONG STATE HIGHWAY 175 FORM THE POST
 CQ2626'OFFICE IN FRIERSON TO THE MARK ON THE RIGHT ON A HIGH CUT BANK ACROSS
 CQ2626'HIGHWAY FROM STATION HOLLY, 50.6 METERS (166 FT) SOUTH OF THE CENTER
 CQ2626'OF STATE HIGHWAY 175, 20.1 METERS (66 FT) SOUTH OF TOP OF CUT BANK,
 CQ2626'17.7 METERS (58 FT) SOUTHWEST OF A 24 INCH PINE TREE, 9.1 METERS
 CQ2626'(30 FT) NORTH OF A 12-INCH OAK TREE.
 CQ2626'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CQ2626'THE MARK IS 9.14 M ABOVE STATE HIGHWAY 175.
 CQ2626
 CQ2626                          STATION RECOVERY (1996)
 CQ2626
 CQ2626'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2624 ***********************************************************************
 CQ2624  DESIGNATION -  16 V 26
 CQ2624  PID         -  CQ2624
 CQ2624  STATE/COUNTY-  LA/DE SOTO
 CQ2624  USGS QUAD   -  HOLLY (1980)
 CQ2624
 CQ2624                         *CURRENT SURVEY CONTROL
 CQ2624  ___________________________________________________________________
 CQ2624* NAD 83(1986)-  32 09 51.     (N)    093 42 45.     (W)     SCALED    
 CQ2624* NAVD 88     -        59.209  (meters)     194.25   (feet)  ADJUSTED  
 CQ2624  ___________________________________________________________________
 CQ2624  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2624  DYNAMIC HT  -          59.141 (meters)     194.03  (feet)  COMP
 CQ2624  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CQ2624
 CQ2624  VERT ORDER  -  SECOND    CLASS II
 CQ2624
 CQ2624.The horizontal coordinates were scaled from a topographic map and have
 CQ2624.an estimated accuracy of +/- 6 seconds.
 CQ2624
 CQ2624.The orthometric height was determined by differential leveling
 CQ2624.and adjusted by the National Geodetic Survey in February 1994..
 CQ2624
 CQ2624.The geoid height was determined by GEOID03.
 CQ2624
 CQ2624.The dynamic height is computed by dividing the NAVD 88
 CQ2624.geopotential number by the normal gravity value computed on the
 CQ2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2624.degrees latitude (g = 980.6199 gals.).
 CQ2624
 CQ2624.The modeled gravity was interpolated from observed gravity values.
 CQ2624
 CQ2624;                    North         East    Units  Estimated Accuracy
 CQ2624;SPC LA N     -   185,160.      885,640.      MT  (+/- 180 meters Scaled)
 CQ2624
 CQ2624                          SUPERSEDED SURVEY CONTROL
 CQ2624
 CQ2624.No superseded survey control is available for this station.
 CQ2624
 CQ2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR328588(NAD 83)
 CQ2624_MARKER: DB = BENCH MARK DISK
 CQ2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2624_SP_SET: CONCRETE POST
 CQ2624_STAMPING: 16V26 1969
 CQ2624_MARK LOGO: LADH  
 CQ2624_PROJECTION: FLUSH
 CQ2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2624+STABILITY: SURFACE MOTION
 CQ2624
 CQ2624  HISTORY     - Date     Condition        Report By
 CQ2624  HISTORY     - 1969     MONUMENTED       LADH
 CQ2624  HISTORY     - 1981     GOOD             LADTD
 CQ2624  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ2624
 CQ2624                          STATION DESCRIPTION
 CQ2624
 CQ2624'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2624'9.7 KM (6.0 MI) SOUTH FROM FRIERSON.
 CQ2624'10.5 KM (6.5 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE POST OFFICE IN
 CQ2624'FRIERSON TO A WOODS APPROACH AND ALSO MARK ON LEFT, 49.0 METERS
 CQ2624'(161 FT) EAST OF THE CENTER OF STATE HIGHWAY 175, 40.2 METERS (132 FT)
 CQ2624'EAST OF THE SOUTH END OF A 24 INCH CONCRETE CULVERT, 31.1 METERS
 CQ2624'(102 FT) EAST OF A FENCE CORNER, 28 METERS (92 FT) EAST OF A 14 INCH
 CQ2624'OAK, 19.5 METERS (64 FT) EAST OF A 40-INCH OAK, 6.4 METERS (21 FT)
 CQ2624'SOUTHEAST OF A 36-INCH OAK TREE, 0.9 METER (3 FT) SOUTHWEST OF A BARB
 CQ2624'WIRE FENCE.
 CQ2624'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CQ2624'THE MARK IS 0.91 M BELOW STATE HIGHWAY 175.
 CQ2624
 CQ2624                          STATION RECOVERY (1996)
 CQ2624
 CQ2624'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2623 ***********************************************************************
 CQ2623  DESIGNATION -  16 V 27
 CQ2623  PID         -  CQ2623
 CQ2623  STATE/COUNTY-  LA/DE SOTO
 CQ2623  USGS QUAD   -  HOLLY (1980)
 CQ2623
 CQ2623                         *CURRENT SURVEY CONTROL
 CQ2623  ___________________________________________________________________
 CQ2623* NAD 83(1986)-  32 10 42.     (N)    093 42 48.     (W)     SCALED    
 CQ2623* NAVD 88     -        64.068  (meters)     210.20   (feet)  ADJUSTED  
 CQ2623  ___________________________________________________________________
 CQ2623  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2623  DYNAMIC HT  -          63.994 (meters)     209.95  (feet)  COMP
 CQ2623  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CQ2623
 CQ2623  VERT ORDER  -  SECOND    CLASS II
 CQ2623
 CQ2623.The horizontal coordinates were scaled from a topographic map and have
 CQ2623.an estimated accuracy of +/- 6 seconds.
 CQ2623
 CQ2623.The orthometric height was determined by differential leveling
 CQ2623.and adjusted by the National Geodetic Survey in February 1994..
 CQ2623
 CQ2623.The geoid height was determined by GEOID03.
 CQ2623
 CQ2623.The dynamic height is computed by dividing the NAVD 88
 CQ2623.geopotential number by the normal gravity value computed on the
 CQ2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2623.degrees latitude (g = 980.6199 gals.).
 CQ2623
 CQ2623.The modeled gravity was interpolated from observed gravity values.
 CQ2623
 CQ2623;                    North         East    Units  Estimated Accuracy
 CQ2623;SPC LA N     -   186,730.      885,580.      MT  (+/- 180 meters Scaled)
 CQ2623
 CQ2623                          SUPERSEDED SURVEY CONTROL
 CQ2623
 CQ2623.No superseded survey control is available for this station.
 CQ2623
 CQ2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR327604(NAD 83)
 CQ2623_MARKER: DB = BENCH MARK DISK
 CQ2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2623_SP_SET: CONCRETE POST
 CQ2623_STAMPING: 16V27 1969
 CQ2623_MARK LOGO: LADH  
 CQ2623_PROJECTION: FLUSH
 CQ2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2623+STABILITY: SURFACE MOTION
 CQ2623
 CQ2623  HISTORY     - Date     Condition        Report By
 CQ2623  HISTORY     - 1969     MONUMENTED       LADH
 CQ2623  HISTORY     - 1981     GOOD             LADTD
 CQ2623  HISTORY     - 19960504 GOOD             USPSQD
 CQ2623
 CQ2623                          STATION DESCRIPTION
 CQ2623
 CQ2623'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2623'8.0 KM (5.0 MI) SOUTH FROM FRIERSON.
 CQ2623'8.8 KM (5.45 MI) SOUTH ON STATE HIGHWAY 175 FROM THE POST OFFICE IN
 CQ2623'FRIERSON TO THE MARK ON THE RIGHT,  34.1 METERS (112 FT) WEST OF THE
 CQ2623'CENTER OF STATE HIGHWAY 175, 21 METERS (69 FT) WEST OF A FENCE CORNER,
 CQ2623'2.4 METERS (8 FT) SOUTH OF A 36 INCH GUM TREE,  AND 0.6 METER (2 FT)
 CQ2623'NORTH OF A FENCE.
 CQ2623'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 CQ2623'THE MARK IS 0.91 M ABOVE STATE HIGHWAY 175.
 CQ2623
 CQ2623                          STATION RECOVERY (1996)
 CQ2623
 CQ2623'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2622 ***********************************************************************
 CQ2622  DESIGNATION -  16 V 28
 CQ2622  PID         -  CQ2622
 CQ2622  STATE/COUNTY-  LA/DE SOTO
 CQ2622  USGS QUAD   -  HOLLY (1980)
 CQ2622
 CQ2622                         *CURRENT SURVEY CONTROL
 CQ2622  ___________________________________________________________________
 CQ2622* NAD 83(1986)-  32 11 35.     (N)    093 42 31.     (W)     SCALED    
 CQ2622* NAVD 88     -        72.355  (meters)     237.38   (feet)  ADJUSTED  
 CQ2622  ___________________________________________________________________
 CQ2622  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2622  DYNAMIC HT  -          72.271 (meters)     237.11  (feet)  COMP
 CQ2622  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 CQ2622
 CQ2622  VERT ORDER  -  SECOND    CLASS II
 CQ2622
 CQ2622.The horizontal coordinates were scaled from a topographic map and have
 CQ2622.an estimated accuracy of +/- 6 seconds.
 CQ2622
 CQ2622.The orthometric height was determined by differential leveling
 CQ2622.and adjusted by the National Geodetic Survey in February 1994..
 CQ2622
 CQ2622.The geoid height was determined by GEOID03.
 CQ2622
 CQ2622.The dynamic height is computed by dividing the NAVD 88
 CQ2622.geopotential number by the normal gravity value computed on the
 CQ2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2622.degrees latitude (g = 980.6199 gals.).
 CQ2622
 CQ2622.The modeled gravity was interpolated from observed gravity values.
 CQ2622
 CQ2622;                    North         East    Units  Estimated Accuracy
 CQ2622;SPC LA N     -   188,350.      886,050.      MT  (+/- 180 meters Scaled)
 CQ2622
 CQ2622                          SUPERSEDED SURVEY CONTROL
 CQ2622
 CQ2622.No superseded survey control is available for this station.
 CQ2622
 CQ2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR332620(NAD 83)
 CQ2622_MARKER: DB = BENCH MARK DISK
 CQ2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2622_SP_SET: CONCRETE POST
 CQ2622_STAMPING: 16V28 1969
 CQ2622_MARK LOGO: LADH  
 CQ2622_PROJECTION: FLUSH
 CQ2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2622+STABILITY: SURFACE MOTION
 CQ2622
 CQ2622  HISTORY     - Date     Condition        Report By
 CQ2622  HISTORY     - 1969     MONUMENTED       LADH
 CQ2622  HISTORY     - 1981     GOOD             LADTD
 CQ2622  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ2622
 CQ2622                          STATION DESCRIPTION
 CQ2622
 CQ2622'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2622'6.9 KM (4.3 MI) SOUTH FROM FRIERSON.
 CQ2622'ABOUT 7.1 KM(4.4 MI) SOUTH ON STATE HIGHWAY 175 FROM THE POST OFFICE
 CQ2622'IN FRIERSON TO THE MARK ON THE RIGHT, 45.4 METERS (149 FT) WEST OF THE
 CQ2622'CENTER OF STATE HIGHWAY 175, 40.2 METERS (132 FT) NORTHEAST OF THE
 CQ2622'NORTHEAST CORNER OF A FRAME HOUSE OWNED BY WILLIAM CLARK, 30.5 METERS
 CQ2622'(100 FT) WEST OF A FENCE CORNER, AND 6.1 METERS (20 FT) NORTHWEST OF A
 CQ2622'14-INCH PINE TREE.
 CQ2622'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 CQ2622'THE MARK IS 1.22 M ABOVE STATE HIGHWAY 175.
 CQ2622
 CQ2622                          STATION RECOVERY (1996)
 CQ2622
 CQ2622'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2621 ***********************************************************************
 CQ2621  DESIGNATION -  16 V 29
 CQ2621  PID         -  CQ2621
 CQ2621  STATE/COUNTY-  LA/DE SOTO
 CQ2621  USGS QUAD   -  HOLLY (1980)
 CQ2621
 CQ2621                         *CURRENT SURVEY CONTROL
 CQ2621  ___________________________________________________________________
 CQ2621* NAD 83(1986)-  32 12 33.     (N)    093 42 26.     (W)     SCALED    
 CQ2621* NAVD 88     -        56.621  (meters)     185.76   (feet)  ADJUSTED  
 CQ2621  ___________________________________________________________________
 CQ2621  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2621  DYNAMIC HT  -          56.556 (meters)     185.55  (feet)  COMP
 CQ2621  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CQ2621
 CQ2621  VERT ORDER  -  SECOND    CLASS II
 CQ2621
 CQ2621.The horizontal coordinates were scaled from a topographic map and have
 CQ2621.an estimated accuracy of +/- 6 seconds.
 CQ2621
 CQ2621.The orthometric height was determined by differential leveling
 CQ2621.and adjusted by the National Geodetic Survey in February 1994..
 CQ2621
 CQ2621.The geoid height was determined by GEOID03.
 CQ2621
 CQ2621.The dynamic height is computed by dividing the NAVD 88
 CQ2621.geopotential number by the normal gravity value computed on the
 CQ2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2621.degrees latitude (g = 980.6199 gals.).
 CQ2621
 CQ2621.The modeled gravity was interpolated from observed gravity values.
 CQ2621
 CQ2621;                    North         East    Units  Estimated Accuracy
 CQ2621;SPC LA N     -   190,140.      886,200.      MT  (+/- 180 meters Scaled)
 CQ2621
 CQ2621                          SUPERSEDED SURVEY CONTROL
 CQ2621
 CQ2621.No superseded survey control is available for this station.
 CQ2621
 CQ2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR333638(NAD 83)
 CQ2621_MARKER: DB = BENCH MARK DISK
 CQ2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2621_SP_SET: CONCRETE POST
 CQ2621_STAMPING: 16V29 1969
 CQ2621_MARK LOGO: LADH  
 CQ2621_PROJECTION: FLUSH
 CQ2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2621+STABILITY: SURFACE MOTION
 CQ2621
 CQ2621  HISTORY     - Date     Condition        Report By
 CQ2621  HISTORY     - 1969     MONUMENTED       LADH
 CQ2621  HISTORY     - 1981     GOOD             LADTD
 CQ2621  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ2621
 CQ2621                          STATION DESCRIPTION
 CQ2621
 CQ2621'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2621'4.8 KM (3.0 MI) SOUTH FROM FRIERSON.
 CQ2621'5.5 KM (3.4 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE POST OFFICE IN
 CQ2621'FRIERSON TO THE MARK ON THE RIGHT NEAR A POWER POLE WITH ANCHOR CABLE
 CQ2621'IN PASTURE, 38.7 METERS (127 FT) WEST OF THE CENTER OF STATE HIGHWAY
 CQ2621'175, 23.8 METERS (78 FT) WEST OF A FENCE CORNER, 2.4 METERS (8 FT)
 CQ2621'SOUTH OF A TRIPLE 10-INCH GUM TREE, 0.6 METER (2 FT) SOUTH OF A FENCE.
 CQ2621'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 CQ2621'THE MARK IS 1.52 M ABOVE STATE HIGHWAY 175.
 CQ2621
 CQ2621                          STATION RECOVERY (1996)
 CQ2621
 CQ2621'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2551 ***********************************************************************
 BX2551  DESIGNATION -  16 V 3 LADH
 BX2551  PID         -  BX2551
 BX2551  STATE/COUNTY-  LA/DE SOTO
 BX2551  USGS QUAD   -  PELICAN (1992)
 BX2551
 BX2551                         *CURRENT SURVEY CONTROL
 BX2551  ___________________________________________________________________
 BX2551* NAD 83(1986)-  31 54 03.     (N)    093 34 27.     (W)     SCALED    
 BX2551* NAVD 88     -        89.666  (meters)     294.18   (feet)  ADJUSTED  
 BX2551  ___________________________________________________________________
 BX2551  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX2551  DYNAMIC HT  -          89.560 (meters)     293.83  (feet)  COMP
 BX2551  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 BX2551
 BX2551  VERT ORDER  -  SECOND    CLASS II
 BX2551
 BX2551.The horizontal coordinates were scaled from a topographic map and have
 BX2551.an estimated accuracy of +/- 6 seconds.
 BX2551
 BX2551.The orthometric height was determined by differential leveling
 BX2551.and adjusted by the National Geodetic Survey in February 1994..
 BX2551
 BX2551.The geoid height was determined by GEOID03.
 BX2551
 BX2551.The dynamic height is computed by dividing the NAVD 88
 BX2551.geopotential number by the normal gravity value computed on the
 BX2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2551.degrees latitude (g = 980.6199 gals.).
 BX2551
 BX2551.The modeled gravity was interpolated from observed gravity values.
 BX2551
 BX2551;                    North         East    Units  Estimated Accuracy
 BX2551;SPC LA N     -   155,820.      898,400.      MT  (+/- 180 meters Scaled)
 BX2551
 BX2551                          SUPERSEDED SURVEY CONTROL
 BX2551
 BX2551.No superseded survey control is available for this station.
 BX2551
 BX2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR457295(NAD 83)
 BX2551_MARKER: DB = BENCH MARK DISK
 BX2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2551_SP_SET: CONCRETE POST
 BX2551_STAMPING: 16V3 1969
 BX2551_MARK LOGO: LADH  
 BX2551_PROJECTION: FLUSH
 BX2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2551+STABILITY: SURFACE MOTION
 BX2551
 BX2551  HISTORY     - Date     Condition        Report By
 BX2551  HISTORY     - 1969     MONUMENTED       LADH
 BX2551  HISTORY     - 1981     GOOD             LADTD
 BX2551  HISTORY     - 19970208 GOOD             USPSQD
 BX2551
 BX2551                          STATION DESCRIPTION
 BX2551
 BX2551'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2551'19.6 KM (12.2 MI) SOUTH FROM MANSFIELD.
 BX2551'ABOUT 21.8 KM (13.9 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 BX2551'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE RIGHT NEAR A GREEN
 BX2551'FRAME HOUSE OWNED BY ALMA MAXIE, 45.1 METERS (148 FT) WEST OF THE
 BX2551'HIGHWAY, 14.3 METERS (47 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF
 BX2551'FRAME HOUSE, 12.8 METERS (42 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 BX2551'FRAME HOUSE, 0.30 METER (1 FT) WEST OF BARB WIRE FENCE.
 BX2551'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BX2551'THE MARK IS 0.91 M BELOW STATE HIGHWAY 175.
 BX2551
 BX2551                          STATION RECOVERY (1997)
 BX2551
 BX2551'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2620 ***********************************************************************
 CQ2620  DESIGNATION -  16 V 30
 CQ2620  PID         -  CQ2620
 CQ2620  STATE/COUNTY-  LA/DE SOTO
 CQ2620  USGS QUAD   -  HOLLY (1980)
 CQ2620
 CQ2620                         *CURRENT SURVEY CONTROL
 CQ2620  ___________________________________________________________________
 CQ2620* NAD 83(1986)-  32 13 29.     (N)    093 42 13.     (W)     SCALED    
 CQ2620* NAVD 88     -        54.188  (meters)     177.78   (feet)  ADJUSTED  
 CQ2620  ___________________________________________________________________
 CQ2620  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2620  DYNAMIC HT  -          54.125 (meters)     177.58  (feet)  COMP
 CQ2620  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CQ2620
 CQ2620  VERT ORDER  -  SECOND    CLASS II
 CQ2620
 CQ2620.The horizontal coordinates were scaled from a topographic map and have
 CQ2620.an estimated accuracy of +/- 6 seconds.
 CQ2620
 CQ2620.The orthometric height was determined by differential leveling
 CQ2620.and adjusted by the National Geodetic Survey in February 1994..
 CQ2620
 CQ2620.The geoid height was determined by GEOID03.
 CQ2620
 CQ2620.The dynamic height is computed by dividing the NAVD 88
 CQ2620.geopotential number by the normal gravity value computed on the
 CQ2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2620.degrees latitude (g = 980.6199 gals.).
 CQ2620
 CQ2620.The modeled gravity was interpolated from observed gravity values.
 CQ2620
 CQ2620;                    North         East    Units  Estimated Accuracy
 CQ2620;SPC LA N     -   191,860.      886,560.      MT  (+/- 180 meters Scaled)
 CQ2620
 CQ2620                          SUPERSEDED SURVEY CONTROL
 CQ2620
 CQ2620.No superseded survey control is available for this station.
 CQ2620
 CQ2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR337655(NAD 83)
 CQ2620_MARKER: DB = BENCH MARK DISK
 CQ2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2620_SP_SET: CONCRETE POST
 CQ2620_STAMPING: 16V30 1969
 CQ2620_MARK LOGO: LADH  
 CQ2620_PROJECTION: FLUSH
 CQ2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2620+STABILITY: SURFACE MOTION
 CQ2620
 CQ2620  HISTORY     - Date     Condition        Report By
 CQ2620  HISTORY     - 1969     MONUMENTED       LADH
 CQ2620  HISTORY     - 1981     GOOD             LADTD
 CQ2620  HISTORY     - 19960504 GOOD             USPSQD
 CQ2620
 CQ2620                          STATION DESCRIPTION
 CQ2620
 CQ2620'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2620'1.9 KM (1.2 MI) SOUTH FROM FRIERSON.
 CQ2620'ABOUT 3.5 KM (2.15 MI) SOUTH ON STATE HIGHWAY 175 FROM THE POST OFFICE
 CQ2620'IN FRIERSON TO THE MARK ON THE LEFT AT THE FRIERSON CEMETERY, 46.3
 CQ2620'METERS (152 FT) EAST OF THE CENTER OF STATE HIGHWAY 175, 39.9 METERS
 CQ2620'(131 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CEMETERY, 16.2
 CQ2620'METERS (53 FT) SOUTHEAST OF A 30-INCH PINE TREE, 10.4 METERS (34 FT)
 CQ2620'NORTHEAST OF A 24-INCH ELM TREE, 8.8 METERS (29 FT) NORTH OF THE
 CQ2620'CENTER OF DIRT ROAD, 4.3 METERS (14 FT) NORTH OF A 15-INCH OAK TREE,
 CQ2620'0.6 METER (2 FT) SOUTH OF CHAIN LINK FENCE OF CEMETERY.
 CQ2620'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CQ2620'THE MARK IS 1.83 M ABOVE STATE HIGHWAY 175.
 CQ2620
 CQ2620                          STATION RECOVERY (1996)
 CQ2620
 CQ2620'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2619 ***********************************************************************
 CQ2619  DESIGNATION -  16 V 31
 CQ2619  PID         -  CQ2619
 CQ2619  STATE/COUNTY-  LA/DE SOTO
 CQ2619  USGS QUAD   -  HOLLY (1980)
 CQ2619
 CQ2619                         *CURRENT SURVEY CONTROL
 CQ2619  ___________________________________________________________________
 CQ2619* NAD 83(1986)-  32 14 19.     (N)    093 42 00.     (W)     SCALED    
 CQ2619* NAVD 88     -        55.253  (meters)     181.28   (feet)  ADJUSTED  
 CQ2619  ___________________________________________________________________
 CQ2619  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ2619  DYNAMIC HT  -          55.189 (meters)     181.07  (feet)  COMP
 CQ2619  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 CQ2619
 CQ2619  VERT ORDER  -  SECOND    CLASS II
 CQ2619
 CQ2619.The horizontal coordinates were scaled from a topographic map and have
 CQ2619.an estimated accuracy of +/- 6 seconds.
 CQ2619
 CQ2619.The orthometric height was determined by differential leveling
 CQ2619.and adjusted by the National Geodetic Survey in February 1994..
 CQ2619
 CQ2619.The geoid height was determined by GEOID03.
 CQ2619
 CQ2619.The dynamic height is computed by dividing the NAVD 88
 CQ2619.geopotential number by the normal gravity value computed on the
 CQ2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2619.degrees latitude (g = 980.6199 gals.).
 CQ2619
 CQ2619.The modeled gravity was interpolated from observed gravity values.
 CQ2619
 CQ2619;                    North         East    Units  Estimated Accuracy
 CQ2619;SPC LA N     -   193,400.      886,910.      MT  (+/- 180 meters Scaled)
 CQ2619
 CQ2619                          SUPERSEDED SURVEY CONTROL
 CQ2619
 CQ2619.No superseded survey control is available for this station.
 CQ2619
 CQ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR340670(NAD 83)
 CQ2619_MARKER: DB = BENCH MARK DISK
 CQ2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2619_SP_SET: CONCRETE POST
 CQ2619_STAMPING: 16V31 1969
 CQ2619_MARK LOGO: LADH  
 CQ2619_PROJECTION: PROJECTING 5 CENTIMETERS
 CQ2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2619+STABILITY: SURFACE MOTION
 CQ2619
 CQ2619  HISTORY     - Date     Condition        Report By
 CQ2619  HISTORY     - 1969     MONUMENTED       LADH
 CQ2619  HISTORY     - 1981     GOOD             LADTD
 CQ2619  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ2619
 CQ2619                          STATION DESCRIPTION
 CQ2619
 CQ2619'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2619'1.61 KM (1.0 MI) SOUTH FROM FRIERSON.
 CQ2619'ABOUT 1.92 KM (1.19 MI) SOUTH ON STATE HIGHWAY 175 FROM THE POST
 CQ2619'OFFICE IN FRIERSON TO THE MARK ON THE LEFT,  49.1 (161 FT) EAST OF THE
 CQ2619'CENTER OF STATE HIGHWAY 175, 33.8 (111 FT) EAST OF A FENCE CORNER,
 CQ2619'10.4 METERS (34 FT) NORTHWEST OF A 14-INCH GUM, 7.6 METERS (25 FT)
 CQ2619'EAST OF A 8-INCH OAK TREE, AND 0.6 METERS (2 FT) NORTH OF A FENCE.
 CQ2619'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CQ2619'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2619
 CQ2619                          STATION RECOVERY (1996)
 CQ2619
 CQ2619'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2618 ***********************************************************************
 CQ2618  DESIGNATION -  16 V 32
 CQ2618  PID         -  CQ2618
 CQ2618  STATE/COUNTY-  LA/DE SOTO
 CQ2618  USGS QUAD   -  HOLLY (1980)
 CQ2618
 CQ2618                         *CURRENT SURVEY CONTROL
 CQ2618  ___________________________________________________________________
 CQ2618* NAD 83(1986)-  32 14 42.     (N)    093 41 24.     (W)     SCALED    
 CQ2618* NAVD 88     -        55.371  (meters)     181.66   (feet)  ADJUSTED  
 CQ2618  ___________________________________________________________________
 CQ2618  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2618  DYNAMIC HT  -          55.308 (meters)     181.46  (feet)  COMP
 CQ2618  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CQ2618
 CQ2618  VERT ORDER  -  SECOND    CLASS II
 CQ2618
 CQ2618.The horizontal coordinates were scaled from a topographic map and have
 CQ2618.an estimated accuracy of +/- 6 seconds.
 CQ2618
 CQ2618.The orthometric height was determined by differential leveling
 CQ2618.and adjusted by the National Geodetic Survey in February 1994..
 CQ2618
 CQ2618.The geoid height was determined by GEOID03.
 CQ2618
 CQ2618.The dynamic height is computed by dividing the NAVD 88
 CQ2618.geopotential number by the normal gravity value computed on the
 CQ2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2618.degrees latitude (g = 980.6199 gals.).
 CQ2618
 CQ2618.The modeled gravity was interpolated from observed gravity values.
 CQ2618
 CQ2618;                    North         East    Units  Estimated Accuracy
 CQ2618;SPC LA N     -   194,090.      887,860.      MT  (+/- 180 meters Scaled)
 CQ2618
 CQ2618                          SUPERSEDED SURVEY CONTROL
 CQ2618
 CQ2618.No superseded survey control is available for this station.
 CQ2618
 CQ2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR349678(NAD 83)
 CQ2618_MARKER: DB = BENCH MARK DISK
 CQ2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2618_SP_SET: CONCRETE POST
 CQ2618_STAMPING: 16V32 1969
 CQ2618_MARK LOGO: LADH  
 CQ2618_PROJECTION: PROJECTING 5 CENTIMETERS
 CQ2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2618+STABILITY: SURFACE MOTION
 CQ2618
 CQ2618  HISTORY     - Date     Condition        Report By
 CQ2618  HISTORY     - 1969     MONUMENTED       LADH
 CQ2618  HISTORY     - 1981     GOOD             LADTD
 CQ2618  HISTORY     - 19960504 GOOD             USPSQD
 CQ2618
 CQ2618                          STATION DESCRIPTION
 CQ2618
 CQ2618'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2618'0.5 KM (0.3 MI) SOUTH FROM FRIERSON.
 CQ2618'ABOUT 0.32 KM (0.2 MI) SOUTH ON STATE HIGHWAY 175 FROM THE POST OFFICE
 CQ2618'IN FRIERSON TO A GRAVEL ROAD ON THE LEFT THENCE EAST AND SOUTH ON THE
 CQ2618'GRAVEL ROAD FOR 0.16 KM (0.10 MI) TO THE MARK ON THE LEFT APPROXIMATLY
 CQ2618'61 METERS (200 FT) SOUTHWEST OF THE FRIERSON BAPTIST CHURCH, 54.3
 CQ2618'METERS (178 FT) EAST OF THE CENTER OF STATE HIGHWAY 175, 31.4 METERS
 CQ2618'(103 FT) EAST OF THE CENTER OF THE MAIN LINE OF THE KANSAS CITY
 CQ2618'SOUTHERN RAILROAD, 8.8 METERS (29 FT) SOUTH OF A 36-INCH OAK TREE,
 CQ2618'8.2 METERS (27 FT) EAST OF A FENCE CORNER, 2.7 METERS (9 FT) NORTHWEST
 CQ2618'OF A 36-INCH OAK TREE, AND 0.6 METERS (2 FT) SOUTH OF A FENCE.
 CQ2618'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CQ2618'THE MARK IS 0.61 M ABOVE STATE HIGHWAY 175.
 CQ2618
 CQ2618                          STATION RECOVERY (1996)
 CQ2618
 CQ2618'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2617 ***********************************************************************
 CQ2617  DESIGNATION -  16 V 33
 CQ2617  PID         -  CQ2617
 CQ2617  STATE/COUNTY-  LA/DE SOTO
 CQ2617  USGS QUAD   -  WALLACE LAKE (1992)
 CQ2617
 CQ2617                         *CURRENT SURVEY CONTROL
 CQ2617  ___________________________________________________________________
 CQ2617* NAD 83(1986)-  32 15 21.     (N)    093 41 19.     (W)     SCALED    
 CQ2617* NAVD 88     -        58.464  (meters)     191.81   (feet)  ADJUSTED  
 CQ2617  ___________________________________________________________________
 CQ2617  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2617  DYNAMIC HT  -          58.397 (meters)     191.59  (feet)  COMP
 CQ2617  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CQ2617
 CQ2617  VERT ORDER  -  SECOND    CLASS II
 CQ2617
 CQ2617.The horizontal coordinates were scaled from a topographic map and have
 CQ2617.an estimated accuracy of +/- 6 seconds.
 CQ2617
 CQ2617.The orthometric height was determined by differential leveling
 CQ2617.and adjusted by the National Geodetic Survey in February 1994..
 CQ2617
 CQ2617.The geoid height was determined by GEOID03.
 CQ2617
 CQ2617.The dynamic height is computed by dividing the NAVD 88
 CQ2617.geopotential number by the normal gravity value computed on the
 CQ2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2617.degrees latitude (g = 980.6199 gals.).
 CQ2617
 CQ2617.The modeled gravity was interpolated from observed gravity values.
 CQ2617
 CQ2617;                    North         East    Units  Estimated Accuracy
 CQ2617;SPC LA N     -   195,290.      888,010.      MT  (+/- 180 meters Scaled)
 CQ2617
 CQ2617                          SUPERSEDED SURVEY CONTROL
 CQ2617
 CQ2617.No superseded survey control is available for this station.
 CQ2617
 CQ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR351690(NAD 83)
 CQ2617_MARKER: DB = BENCH MARK DISK
 CQ2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2617_SP_SET: CONCRETE POST
 CQ2617_STAMPING: 16V33 1969
 CQ2617_MARK LOGO: LADH  
 CQ2617_PROJECTION: PROJECTING 5 CENTIMETERS
 CQ2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2617+STABILITY: SURFACE MOTION
 CQ2617
 CQ2617  HISTORY     - Date     Condition        Report By
 CQ2617  HISTORY     - 1969     MONUMENTED       LADH
 CQ2617  HISTORY     - 1981     GOOD             LADTD
 CQ2617  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CQ2617
 CQ2617                          STATION DESCRIPTION
 CQ2617
 CQ2617'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2617'0.8 KM (0.5 MI) NORTH FROM FRIERSON.
 CQ2617'ABOUT 1.13 KM (0.70 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2617'OFFICE IN FRIERSON TO THE MARK ON THE RIGHT, 39 METERS (128 FT) SOUTH
 CQ2617'OF THE CENTER OF STATE HIGHWAY 175, 27.4 METERS (90 FT) SOUTH OF A
 CQ2617'26-INCH PINE TREE, 24.1 METERS (79 FT) SOUTH OF A FENCE CORNER, 22.3
 CQ2617'METERS (73 FT) EAST OF A 30-INCH OAK, 11.6 METERS (38 FT) SOUTHWEST OF
 CQ2617'THE SOUTHWEST CORNER OF A SMALL ABANDONED HOUSE ON PROPERTY OF MANTLE
 CQ2617'SPEARS, AND 0.61 METERS (2 FT) EAST OF A FENCE.
 CQ2617'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CQ2617'THE MARK IS 0.61 M ABOVE STATE HIGHWAY 175.
 CQ2617
 CQ2617                          STATION RECOVERY (1996)
 CQ2617
 CQ2617'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2616 ***********************************************************************
 CQ2616  DESIGNATION -  16 V 34
 CQ2616  PID         -  CQ2616
 CQ2616  STATE/COUNTY-  LA/DE SOTO
 CQ2616  USGS QUAD   -  WALLACE LAKE (1992)
 CQ2616
 CQ2616                         *CURRENT SURVEY CONTROL
 CQ2616  ___________________________________________________________________
 CQ2616* NAD 83(1986)-  32 15 39.     (N)    093 40 27.     (W)     SCALED    
 CQ2616* NAVD 88     -        66.043  (meters)     216.68   (feet)  ADJUSTED  
 CQ2616  ___________________________________________________________________
 CQ2616  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ2616  DYNAMIC HT  -          65.967 (meters)     216.43  (feet)  COMP
 CQ2616  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 CQ2616
 CQ2616  VERT ORDER  -  SECOND    CLASS II
 CQ2616
 CQ2616.The horizontal coordinates were scaled from a topographic map and have
 CQ2616.an estimated accuracy of +/- 6 seconds.
 CQ2616
 CQ2616.The orthometric height was determined by differential leveling
 CQ2616.and adjusted by the National Geodetic Survey in February 1994..
 CQ2616
 CQ2616.The geoid height was determined by GEOID03.
 CQ2616
 CQ2616.The dynamic height is computed by dividing the NAVD 88
 CQ2616.geopotential number by the normal gravity value computed on the
 CQ2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2616.degrees latitude (g = 980.6199 gals.).
 CQ2616
 CQ2616.The modeled gravity was interpolated from observed gravity values.
 CQ2616
 CQ2616;                    North         East    Units  Estimated Accuracy
 CQ2616;SPC LA N     -   195,830.      889,370.      MT  (+/- 180 meters Scaled)
 CQ2616
 CQ2616                          SUPERSEDED SURVEY CONTROL
 CQ2616
 CQ2616.No superseded survey control is available for this station.
 CQ2616
 CQ2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR365695(NAD 83)
 CQ2616_MARKER: DB = BENCH MARK DISK
 CQ2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2616_SP_SET: CONCRETE POST
 CQ2616_STAMPING: 16V34 1969
 CQ2616_MARK LOGO: LADH  
 CQ2616_PROJECTION: FLUSH
 CQ2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2616+STABILITY: SURFACE MOTION
 CQ2616
 CQ2616  HISTORY     - Date     Condition        Report By
 CQ2616  HISTORY     - 1969     MONUMENTED       LADH
 CQ2616  HISTORY     - 1981     GOOD             LADTD
 CQ2616  HISTORY     - 19960608 GOOD             USPSQD
 CQ2616
 CQ2616                          STATION DESCRIPTION
 CQ2616
 CQ2616'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2616'2.1 KM (1.3 MI) NORTH FROM FRIERSON.
 CQ2616'ABOUT 2.8 KM (1.74 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2616'OFFICE IN FRIERSON TO THE MARK ON THE RIGHT NEAR A WHITE FRAME HOUSE,
 CQ2616'79.9 METERS (262 FT) SOUTH OF STATE HIGHWAY 175, 65.2 METERS (214 FT)
 CQ2616'SOUTH OF A FENCE, 32.3 METERS (106 FT) NORTHWEST OF THE NORTHWEST
 CQ2616'CORNER OF THE WHITE FRAME HOUSE OWNED BY MCKINLEY MARSHALL, 29 METERS
 CQ2616'(95 FT) NORTH OF A CHAIN LINK FENCE, 25.9 METERS (85 FT) NORTH OF A 24
 CQ2616'INCH PINE TREE.
 CQ2616'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CQ2616'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2616
 CQ2616                          STATION RECOVERY (1996)
 CQ2616
 CQ2616'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2615 ***********************************************************************
 CQ2615  DESIGNATION -  16 V 35
 CQ2615  PID         -  CQ2615
 CQ2615  STATE/COUNTY-  LA/DE SOTO
 CQ2615  USGS QUAD   -  WALLACE LAKE (1992)
 CQ2615
 CQ2615                         *CURRENT SURVEY CONTROL
 CQ2615  ___________________________________________________________________
 CQ2615* NAD 83(1986)-  32 15 52.     (N)    093 39 19.     (W)     SCALED    
 CQ2615* NAVD 88     -        55.343  (meters)     181.57   (feet)  ADJUSTED  
 CQ2615  ___________________________________________________________________
 CQ2615  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2615  DYNAMIC HT  -          55.280 (meters)     181.36  (feet)  COMP
 CQ2615  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CQ2615
 CQ2615  VERT ORDER  -  SECOND    CLASS II
 CQ2615
 CQ2615.The horizontal coordinates were scaled from a topographic map and have
 CQ2615.an estimated accuracy of +/- 6 seconds.
 CQ2615
 CQ2615.The orthometric height was determined by differential leveling
 CQ2615.and adjusted by the National Geodetic Survey in February 1994..
 CQ2615
 CQ2615.The geoid height was determined by GEOID03.
 CQ2615
 CQ2615.The dynamic height is computed by dividing the NAVD 88
 CQ2615.geopotential number by the normal gravity value computed on the
 CQ2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2615.degrees latitude (g = 980.6199 gals.).
 CQ2615
 CQ2615.The modeled gravity was interpolated from observed gravity values.
 CQ2615
 CQ2615;                    North         East    Units  Estimated Accuracy
 CQ2615;SPC LA N     -   196,210.      891,160.      MT  (+/- 180 meters Scaled)
 CQ2615
 CQ2615                          SUPERSEDED SURVEY CONTROL
 CQ2615
 CQ2615.No superseded survey control is available for this station.
 CQ2615
 CQ2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR382699(NAD 83)
 CQ2615_MARKER: DB = BENCH MARK DISK
 CQ2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2615_SP_SET: CONCRETE POST
 CQ2615_STAMPING: 16V35 1969
 CQ2615_MARK LOGO: LADH  
 CQ2615_PROJECTION: FLUSH
 CQ2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2615+STABILITY: SURFACE MOTION
 CQ2615
 CQ2615  HISTORY     - Date     Condition        Report By
 CQ2615  HISTORY     - 1969     MONUMENTED       LADH
 CQ2615  HISTORY     - 1981     GOOD             LADTD
 CQ2615  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CQ2615
 CQ2615                          STATION DESCRIPTION
 CQ2615
 CQ2615'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2615'4.0 KM (2.5 MI) NE FROM FRIERSON.
 CQ2615'ABOUT 4.8 KM (2.97 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2615'OFFICE IN FRIERSON TO THE MARK ON THE LEFT NEAR A FENCE, 39.6 METERS
 CQ2615'(130 FT) NORTH OF THE CENTER OF LA. 175, 32 METERS (105 FT) NORTH OF
 CQ2615'THE RIGHT-OF-WAY FENCE, 22.9 METERS (75 FT) NORTH OF A FENCE, 1.5
 CQ2615'METERS (5 FT) EAST OF A FENCE.
 CQ2615'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CQ2615'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2615
 CQ2615                          STATION RECOVERY (1996)
 CQ2615
 CQ2615'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2614 ***********************************************************************
 CQ2614  DESIGNATION -  16 V 36
 CQ2614  PID         -  CQ2614
 CQ2614  STATE/COUNTY-  LA/DE SOTO
 CQ2614  USGS QUAD   -  WALLACE LAKE (1992)
 CQ2614
 CQ2614                         *CURRENT SURVEY CONTROL
 CQ2614  ___________________________________________________________________
 CQ2614* NAD 83(1986)-  32 16 14.     (N)    093 38 33.     (W)     SCALED    
 CQ2614* NAVD 88     -        55.708  (meters)     182.77   (feet)  ADJUSTED  
 CQ2614  ___________________________________________________________________
 CQ2614  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ2614  DYNAMIC HT  -          55.644 (meters)     182.56  (feet)  COMP
 CQ2614  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 CQ2614
 CQ2614  VERT ORDER  -  SECOND    CLASS II
 CQ2614
 CQ2614.The horizontal coordinates were scaled from a topographic map and have
 CQ2614.an estimated accuracy of +/- 6 seconds.
 CQ2614
 CQ2614.The orthometric height was determined by differential leveling
 CQ2614.and adjusted by the National Geodetic Survey in February 1994..
 CQ2614
 CQ2614.The geoid height was determined by GEOID03.
 CQ2614
 CQ2614.The dynamic height is computed by dividing the NAVD 88
 CQ2614.geopotential number by the normal gravity value computed on the
 CQ2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2614.degrees latitude (g = 980.6199 gals.).
 CQ2614
 CQ2614.The modeled gravity was interpolated from observed gravity values.
 CQ2614
 CQ2614;                    North         East    Units  Estimated Accuracy
 CQ2614;SPC LA N     -   196,880.      892,370.      MT  (+/- 180 meters Scaled)
 CQ2614
 CQ2614                          SUPERSEDED SURVEY CONTROL
 CQ2614
 CQ2614.No superseded survey control is available for this station.
 CQ2614
 CQ2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR394706(NAD 83)
 CQ2614_MARKER: DB = BENCH MARK DISK
 CQ2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2614_SP_SET: CONCRETE POST
 CQ2614_STAMPING: 16V36 1969
 CQ2614_MARK LOGO: LADH  
 CQ2614_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2614+STABILITY: SURFACE MOTION
 CQ2614
 CQ2614  HISTORY     - Date     Condition        Report By
 CQ2614  HISTORY     - 1969     MONUMENTED       LADH
 CQ2614  HISTORY     - 1981     GOOD             LADTD
 CQ2614  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 CQ2614
 CQ2614                          STATION DESCRIPTION
 CQ2614
 CQ2614'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2614'5.6 KM (3.5 MI) NE FROM FRIERSON.
 CQ2614'ABOUT 6.2 KM (3.85 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2614'OFFICE IN FRIERSON TO THE MARK ON THE RIGHT AND EAST OF THE HIGHWAY,
 CQ2614'33.7 METERS (110 FT) SOUTHEAST OF THE CENTER OF LA 175, 16.8 METERS
 CQ2614'(55 FT) SOUTHEAST OF FENCE, 12.2 METERS (40 FT) NORTH OF A 16-INCH
 CQ2614'PINE TREE, 10.4 METERS (34 FT) SOUTHWEST OF A 16-INCH OAK TREE.
 CQ2614'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CQ2614'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2614
 CQ2614                          STATION RECOVERY (1996)
 CQ2614
 CQ2614'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2613 ***********************************************************************
 CQ2613  DESIGNATION -  16 V 37
 CQ2613  PID         -  CQ2613
 CQ2613  STATE/COUNTY-  LA/DE SOTO
 CQ2613  USGS QUAD   -  WALLACE LAKE (1992)
 CQ2613
 CQ2613                         *CURRENT SURVEY CONTROL
 CQ2613  ___________________________________________________________________
 CQ2613* NAD 83(1986)-  32 16 58.     (N)    093 38 07.     (W)     SCALED    
 CQ2613* NAVD 88     -        48.990  (meters)     160.73   (feet)  ADJUSTED  
 CQ2613  ___________________________________________________________________
 CQ2613  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2613  DYNAMIC HT  -          48.934 (meters)     160.54  (feet)  COMP
 CQ2613  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CQ2613
 CQ2613  VERT ORDER  -  SECOND    CLASS II
 CQ2613
 CQ2613.The horizontal coordinates were scaled from a topographic map and have
 CQ2613.an estimated accuracy of +/- 6 seconds.
 CQ2613
 CQ2613.The orthometric height was determined by differential leveling
 CQ2613.and adjusted by the National Geodetic Survey in February 1994..
 CQ2613
 CQ2613.The geoid height was determined by GEOID03.
 CQ2613
 CQ2613.The dynamic height is computed by dividing the NAVD 88
 CQ2613.geopotential number by the normal gravity value computed on the
 CQ2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2613.degrees latitude (g = 980.6199 gals.).
 CQ2613
 CQ2613.The modeled gravity was interpolated from observed gravity values.
 CQ2613
 CQ2613;                    North         East    Units  Estimated Accuracy
 CQ2613;SPC LA N     -   198,230.      893,060.      MT  (+/- 180 meters Scaled)
 CQ2613
 CQ2613                          SUPERSEDED SURVEY CONTROL
 CQ2613
 CQ2613.No superseded survey control is available for this station.
 CQ2613
 CQ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR401719(NAD 83)
 CQ2613_MARKER: DB = BENCH MARK DISK
 CQ2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2613_SP_SET: CONCRETE POST
 CQ2613_STAMPING: 16V37 1969
 CQ2613_MARK LOGO: LADH  
 CQ2613_PROJECTION: FLUSH
 CQ2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2613+STABILITY: SURFACE MOTION
 CQ2613
 CQ2613  HISTORY     - Date     Condition        Report By
 CQ2613  HISTORY     - 1969     MONUMENTED       LADH
 CQ2613  HISTORY     - 1981     GOOD             LADTD
 CQ2613  HISTORY     - 19960608 GOOD             USPSQD
 CQ2613
 CQ2613                          STATION DESCRIPTION
 CQ2613
 CQ2613'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2613'6.4 KM (4.0 MI) NE FROM FRIERSON.
 CQ2613'ABOUT 7.8 KM (4.86 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2613'OFFICE IN FRIERSON  TO THE MARK ON THE LEFT NEAR A BRICK HOUSE, 62.2
 CQ2613'METERS (204 FT) WEST OF THE CENTER OF LA 175, 55.8 METERS (183 FT)
 CQ2613'NORTHWEST OF THE NORTH END OF A 24-INCH METAL CULVERT, 52.1 METERS
 CQ2613'(171 FT) NORTHWEST OF A FENCE CORNER, 49.1 METERS (161 FT) NORTH OF
 CQ2613'THE NORTHEAST CORNER OF A BRICK HOUSE OWNED BY MR FLOYD G WOLFE,
 CQ2613'AND 21.3 METERS (70 FT) SOUTHEAST OF A FENCE CORNER.
 CQ2613'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CQ2613'THE MARK IS 0.91 M BELOW STATE HIGHWAY 175.
 CQ2613
 CQ2613                          STATION RECOVERY (1996)
 CQ2613
 CQ2613'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2638 ***********************************************************************
 CQ2638  DESIGNATION -  16 V 38
 CQ2638  PID         -  CQ2638
 CQ2638  STATE/COUNTY-  LA/DE SOTO
 CQ2638  USGS QUAD   -  MANSFIELD (1994)
 CQ2638
 CQ2638                         *CURRENT SURVEY CONTROL
 CQ2638  ___________________________________________________________________
 CQ2638* NAD 83(1986)-  32 02 13.     (N)    093 42 01.     (W)     SCALED    
 CQ2638* NAVD 88     -       100.717  (meters)     330.44   (feet)  ADJUSTED  
 CQ2638  ___________________________________________________________________
 CQ2638  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2638  DYNAMIC HT  -         100.600 (meters)     330.05  (feet)  COMP
 CQ2638  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CQ2638
 CQ2638  VERT ORDER  -  SECOND    CLASS I
 CQ2638
 CQ2638.The horizontal coordinates were scaled from a topographic map and have
 CQ2638.an estimated accuracy of +/- 6 seconds.
 CQ2638
 CQ2638.The orthometric height was determined by differential leveling
 CQ2638.and adjusted by the National Geodetic Survey in February 1994..
 CQ2638
 CQ2638.The geoid height was determined by GEOID03.
 CQ2638
 CQ2638.The dynamic height is computed by dividing the NAVD 88
 CQ2638.geopotential number by the normal gravity value computed on the
 CQ2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2638.degrees latitude (g = 980.6199 gals.).
 CQ2638
 CQ2638.The modeled gravity was interpolated from observed gravity values.
 CQ2638
 CQ2638;                    North         East    Units  Estimated Accuracy
 CQ2638;SPC LA N     -   171,040.      886,640.      MT  (+/- 180 meters Scaled)
 CQ2638
 CQ2638                          SUPERSEDED SURVEY CONTROL
 CQ2638
 CQ2638.No superseded survey control is available for this station.
 CQ2638
 CQ2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR338447(NAD 83)
 CQ2638_MARKER: DD = SURVEY DISK
 CQ2638_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CQ2638_SP_SET: TOWER FOOTING
 CQ2638_STAMPING: 16V38 1981
 CQ2638_MARK LOGO: LADTD 
 CQ2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2638+STABILITY: SURFACE MOTION
 CQ2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2638+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 CQ2638
 CQ2638  HISTORY     - Date     Condition        Report By
 CQ2638  HISTORY     - 1981     MONUMENTED       LADTD
 CQ2638  HISTORY     - 19880510 GOOD             LADTD
 CQ2638  HISTORY     - 19961116 GOOD             USPSQD
 CQ2638
 CQ2638                          STATION DESCRIPTION
 CQ2638
 CQ2638'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2638'IN MANSFIELD.
 CQ2638'THE MARK IS 0.30 M ABOVE U S 84.
 CQ2638'IN MANSFIELD, IN THE CONCRETE FOOTING OF THE NORTH LEG OF THE KANSAS
 CQ2638'CITY RAILROAD RADIO TOWER AT THE OLD RAILROAD DEPOT, APPROXIMATLEY
 CQ2638'0.16 KM (0.10 MI) SOUTH OF US 84, 17.1 METERS (56 FT) NORTHWEST OF THE
 CQ2638'SOUTHWEST CORNER OF THE OLD BRICK RAILROAD DEPOT, 16.5 METERS (54 FT)
 CQ2638'NORTHEAST OF A 10-INCH GUM TREE, 8.2 METERS (27 FT) EAST-NORTHEAST
 CQ2638'OF A METER LOOP POLE, 7.8 METERS (25.5 FT) EAST-SOUTHEAST OF
 CQ2638'A CHAIN LINK FENCE, 3.5 METERS (11.5 FT) NORTH OF THE NORTHEAST
 CQ2638'CORNER OF A YELLOW METAL BUILDING.
 CQ2638
 CQ2638                          STATION RECOVERY (1988)
 CQ2638
 CQ2638'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ2638'MARK IS LOCATED IN MANSFIELD AT THE RAILROAD DEPOT, IN THE SOUTHEAST
 CQ2638'CORNER OF THE FOOTING.  OWNERSHIP--KANSAS CITY SOUTHERN RAILROAD.
 CQ2638'THE MARK IS 0.16 KM (0.10 MI) SOUTH FROM U S HIGHWAY 84, 17.1 M
 CQ2638'(56.1 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF THE DEPOT, 16.5 M
 CQ2638'(54.1 FT) NORTHEAST FROM A 10-INCH GUM TREE, 8.2 M (26.9 FT)
 CQ2638'EAST-NORTHEAST FROM A METER POLE, 7.8 M (25.6 FT) EAST-SOUTHEAST FROM
 CQ2638'A CHAIN LINK FENCE, 3.5 M (11.5 FT) NORTH FROM THE NORTHEAST CORNER
 CQ2638'OF A YELLOW METAL BUILDING AND ABOUT LEVEL WITH HIGHWAY 84.
 CQ2638
 CQ2638                          STATION RECOVERY (1996)
 CQ2638
 CQ2638'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2639 ***********************************************************************
 CQ2639  DESIGNATION -  16 V 39
 CQ2639  PID         -  CQ2639
 CQ2639  STATE/COUNTY-  LA/DE SOTO
 CQ2639  USGS QUAD   -  MANSFIELD (1994)
 CQ2639
 CQ2639                         *CURRENT SURVEY CONTROL
 CQ2639  ___________________________________________________________________
 CQ2639* NAD 83(1986)-  32 01 52.     (N)    093 42 18.     (W)     SCALED    
 CQ2639* NAVD 88     -        98.823  (meters)     324.22   (feet)  ADJUSTED  
 CQ2639  ___________________________________________________________________
 CQ2639  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ2639  DYNAMIC HT  -          98.709 (meters)     323.85  (feet)  COMP
 CQ2639  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 CQ2639
 CQ2639  VERT ORDER  -  SECOND    CLASS I
 CQ2639
 CQ2639.The horizontal coordinates were scaled from a topographic map and have
 CQ2639.an estimated accuracy of +/- 6 seconds.
 CQ2639
 CQ2639.The orthometric height was determined by differential leveling
 CQ2639.and adjusted by the National Geodetic Survey in February 1994..
 CQ2639
 CQ2639.The geoid height was determined by GEOID03.
 CQ2639
 CQ2639.The dynamic height is computed by dividing the NAVD 88
 CQ2639.geopotential number by the normal gravity value computed on the
 CQ2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2639.degrees latitude (g = 980.6199 gals.).
 CQ2639
 CQ2639.The modeled gravity was interpolated from observed gravity values.
 CQ2639
 CQ2639;                    North         East    Units  Estimated Accuracy
 CQ2639;SPC LA N     -   170,400.      886,190.      MT  (+/- 180 meters Scaled)
 CQ2639
 CQ2639                          SUPERSEDED SURVEY CONTROL
 CQ2639
 CQ2639.No superseded survey control is available for this station.
 CQ2639
 CQ2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR334441(NAD 83)
 CQ2639_MARKER: DD = SURVEY DISK
 CQ2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2639_SP_SET: CONCRETE POST
 CQ2639_STAMPING: 16V39 1981
 CQ2639_MARK LOGO: LADTD 
 CQ2639_PROJECTION: FLUSH
 CQ2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2639+STABILITY: SURFACE MOTION
 CQ2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2639+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 CQ2639
 CQ2639  HISTORY     - Date     Condition        Report By
 CQ2639  HISTORY     - 1981     MONUMENTED       LADTD
 CQ2639  HISTORY     - 19880510 GOOD             LADTD
 CQ2639  HISTORY     - 19961116 GOOD             USPSQD
 CQ2639
 CQ2639                          STATION DESCRIPTION
 CQ2639
 CQ2639'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2639'IN MANSFIELD.
 CQ2639'THE MARK IS 1.52 M BELOW STATE HIGHWAY 513.
 CQ2639'IN MANSFIELD, ALONG STATE HIGHWAY 513 APPROXIMATELY 0.16 KM (0.10 MI)
 CQ2639'SOUTH OF THE KANSAS CITY SOUTHERN RAILROAD, 34.1 METERS (112 FT) SOUTH
 CQ2639'OF SOUTH END OF METAL GUARD RAIL, 9.9 METERS (32.5 FT) EAST OF THE
 CQ2639'CENTER OF STATE HIGHWAY 513, 0.76 METERS (2.5 FT) WEST OF A 4 STRAND
 CQ2639'BARB WIRE FENCE.
 CQ2639'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 CQ2639
 CQ2639                          STATION RECOVERY (1988)
 CQ2639
 CQ2639'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ2639'THE MARK IS LOCATED IN MANSFIELD AT THE JUNCTION OF STATE HIGHWAY 513
 CQ2639'AND THE RAILROAD TRACKS.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CQ2639'TRANSPORTATION AND DEVELOPMENT.
 CQ2639'TO REACH THE MARK FROM STATE HIGHWAY 513 AND THE RAILROAD CROSSING
 CQ2639'SOUTH FOR 0.16 KM (0.10 MI) ON HIGHWAY 513 TO THE MARK ON THE LEFT
 CQ2639'SET NEAR THE RIGHT-OF-WAY FENCE.
 CQ2639'THE MARK IS 34.1 M (111.9 FT) SOUTH FROM THE SOUTH END OF A METAL
 CQ2639'GUARD RAIL, 9.9 M (32.5 FT) EAST FROM THE CENTER OF THE HIGHWAY, 0.76
 CQ2639'M (2.49 FT) NORTH FROM THE RIGHT-OF-WAY FENCE AND 0.3 M (1.0 FT)
 CQ2639'NORTH FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 CQ2639'ABOUT LEVEL WITH THE HIGHWAY.
 CQ2639
 CQ2639                          STATION RECOVERY (1996)
 CQ2639
 CQ2639'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2550 ***********************************************************************
 BX2550  DESIGNATION -  16 V 4 LADH
 BX2550  PID         -  BX2550
 BX2550  STATE/COUNTY-  LA/DE SOTO
 BX2550  USGS QUAD   -  PELICAN (1992)
 BX2550
 BX2550                         *CURRENT SURVEY CONTROL
 BX2550  ___________________________________________________________________
 BX2550* NAD 83(1986)-  31 54 55.     (N)    093 34 21.     (W)     SCALED    
 BX2550* NAVD 88     -        94.843  (meters)     311.16   (feet)  ADJUSTED  
 BX2550  ___________________________________________________________________
 BX2550  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX2550  DYNAMIC HT  -          94.731 (meters)     310.80  (feet)  COMP
 BX2550  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 BX2550
 BX2550  VERT ORDER  -  SECOND    CLASS II
 BX2550
 BX2550.The horizontal coordinates were scaled from a topographic map and have
 BX2550.an estimated accuracy of +/- 6 seconds.
 BX2550
 BX2550.The orthometric height was determined by differential leveling
 BX2550.and adjusted by the National Geodetic Survey in February 1994..
 BX2550
 BX2550.The geoid height was determined by GEOID03.
 BX2550
 BX2550.The dynamic height is computed by dividing the NAVD 88
 BX2550.geopotential number by the normal gravity value computed on the
 BX2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2550.degrees latitude (g = 980.6199 gals.).
 BX2550
 BX2550.The modeled gravity was interpolated from observed gravity values.
 BX2550
 BX2550;                    North         East    Units  Estimated Accuracy
 BX2550;SPC LA N     -   157,420.      898,570.      MT  (+/- 180 meters Scaled)
 BX2550
 BX2550                          SUPERSEDED SURVEY CONTROL
 BX2550
 BX2550.No superseded survey control is available for this station.
 BX2550
 BX2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR458311(NAD 83)
 BX2550_MARKER: DB = BENCH MARK DISK
 BX2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2550_SP_SET: CONCRETE POST
 BX2550_STAMPING: 16V4 1969
 BX2550_MARK LOGO: LADH  
 BX2550_PROJECTION: PROJECTING 8 CENTIMETERS
 BX2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2550+STABILITY: SURFACE MOTION
 BX2550
 BX2550  HISTORY     - Date     Condition        Report By
 BX2550  HISTORY     - 1969     MONUMENTED       LADH
 BX2550  HISTORY     - 1981     GOOD             LADTD
 BX2550  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX2550
 BX2550                          STATION DESCRIPTION
 BX2550
 BX2550'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2550'18.7 KM (11.6 MI) SE FROM MANSFIELD.
 BX2550'ABOUT 19.4 KM (12.07 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE
 BX2550'EMANUAL BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT AT A
 BX2550'GRAVEL ROAD, 167.6 METERS (550 FT) SOUTH OF INTERSECTION OF GRAVELROAD
 BX2550'AND STATE HIGHWAY 175, 46.6 METERS (153 FT) EAST OF THE CENTER OF
 BX2550'STATE HIGHWAY 175, 13.1 METERS (43 FT) WEST OF THE CENTER OF GRAVEL
 BX2550'ROAD.
 BX2550'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BX2550'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 BX2550
 BX2550                          STATION RECOVERY (1997)
 BX2550
 BX2550'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3467 ***********************************************************************
 CQ3467  DESIGNATION -  16 V 40
 CQ3467  PID         -  CQ3467
 CQ3467  STATE/COUNTY-  LA/DE SOTO
 CQ3467  USGS QUAD   -  STONEWALL (1992)
 CQ3467
 CQ3467                         *CURRENT SURVEY CONTROL
 CQ3467  ___________________________________________________________________
 CQ3467* NAD 83(1986)-  32 17 13.     (N)    093 49 26.     (W)     SCALED    
 CQ3467* NAVD 88     -        63.188  (meters)     207.31   (feet)  ADJUSTED  
 CQ3467  ___________________________________________________________________
 CQ3467  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ3467  DYNAMIC HT  -          63.116 (meters)     207.07  (feet)  COMP
 CQ3467  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 CQ3467
 CQ3467  VERT ORDER  -  SECOND    CLASS I
 CQ3467
 CQ3467.The horizontal coordinates were scaled from a topographic map and have
 CQ3467.an estimated accuracy of +/- 6 seconds.
 CQ3467
 CQ3467.The orthometric height was determined by differential leveling
 CQ3467.and adjusted by the National Geodetic Survey in February 1994..
 CQ3467
 CQ3467.The geoid height was determined by GEOID03.
 CQ3467
 CQ3467.The dynamic height is computed by dividing the NAVD 88
 CQ3467.geopotential number by the normal gravity value computed on the
 CQ3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3467.degrees latitude (g = 980.6199 gals.).
 CQ3467
 CQ3467.The modeled gravity was interpolated from observed gravity values.
 CQ3467
 CQ3467;                    North         East    Units  Estimated Accuracy
 CQ3467;SPC LA N     -   198,890.      875,300.      MT  (+/- 180 meters Scaled)
 CQ3467
 CQ3467                          SUPERSEDED SURVEY CONTROL
 CQ3467
 CQ3467.No superseded survey control is available for this station.
 CQ3467
 CQ3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR224725(NAD 83)
 CQ3467_MARKER: DD = SURVEY DISK
 CQ3467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3467_SP_SET: CONCRETE POST
 CQ3467_STAMPING: 16V40 1987
 CQ3467_MARK LOGO: LADTD 
 CQ3467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3467+STABILITY: SURFACE MOTION
 CQ3467
 CQ3467  HISTORY     - Date     Condition        Report By
 CQ3467  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3467  HISTORY     - 19960504 GOOD             USPSQD
 CQ3467
 CQ3467                          STATION DESCRIPTION
 CQ3467
 CQ3467'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3467'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3467'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3467'HIGHWAY 511 GO SOUTH FOR 18.3 KM (11.4 MI) ON HIGHWAY 171 TO THE MARK
 CQ3467'ON THE LEFT SET AT A FENCE CORNER NEAR THE FIRST NATIONAL BANK.
 CQ3467'THE MARK IS 20.7 M (67.9 FT) EAST FROM THE CENTER OF THE NORTH BOUND
 CQ3467'LANES OF THE HIGHWAY, 11.9 M (39.0 FT) SOUTH FROM THE CENTER OF THE
 CQ3467'SOUTH DRIVE INTO THE BANK, 5.8 M (19.0 FT) SOUTHEAST FROM POWER POLE
 CQ3467'NUMBER 219, 1.8 M (5.9 FT) SOUTH FROM A FENCE CORNER AND 0.3 M
 CQ3467'(1.0 FT) WEST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 CQ3467'AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3467
 CQ3467                          STATION RECOVERY (1996)
 CQ3467
 CQ3467'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3468 ***********************************************************************
 CQ3468  DESIGNATION -  16 V 41
 CQ3468  PID         -  CQ3468
 CQ3468  STATE/COUNTY-  LA/DE SOTO
 CQ3468  USGS QUAD   -  STONEWALL (1992)
 CQ3468
 CQ3468                         *CURRENT SURVEY CONTROL
 CQ3468  ___________________________________________________________________
 CQ3468* NAD 83(1986)-  32 16 19.     (N)    093 49 11.     (W)     SCALED    
 CQ3468* NAVD 88     -        73.813  (meters)     242.17   (feet)  ADJUSTED  
 CQ3468  ___________________________________________________________________
 CQ3468  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ3468  DYNAMIC HT  -          73.729 (meters)     241.89  (feet)  COMP
 CQ3468  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CQ3468
 CQ3468  VERT ORDER  -  SECOND    CLASS I
 CQ3468
 CQ3468.The horizontal coordinates were scaled from a topographic map and have
 CQ3468.an estimated accuracy of +/- 6 seconds.
 CQ3468
 CQ3468.The orthometric height was determined by differential leveling
 CQ3468.and adjusted by the National Geodetic Survey in February 1994..
 CQ3468
 CQ3468.The geoid height was determined by GEOID03.
 CQ3468
 CQ3468.The dynamic height is computed by dividing the NAVD 88
 CQ3468.geopotential number by the normal gravity value computed on the
 CQ3468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3468.degrees latitude (g = 980.6199 gals.).
 CQ3468
 CQ3468.The modeled gravity was interpolated from observed gravity values.
 CQ3468
 CQ3468;                    North         East    Units  Estimated Accuracy
 CQ3468;SPC LA N     -   197,220.      875,680.      MT  (+/- 180 meters Scaled)
 CQ3468
 CQ3468                          SUPERSEDED SURVEY CONTROL
 CQ3468
 CQ3468.No superseded survey control is available for this station.
 CQ3468
 CQ3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR228708(NAD 83)
 CQ3468_MARKER: DD = SURVEY DISK
 CQ3468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3468_SP_SET: CONCRETE POST
 CQ3468_STAMPING: 16V41 1987
 CQ3468_MARK LOGO: LADTD 
 CQ3468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3468+STABILITY: SURFACE MOTION
 CQ3468
 CQ3468  HISTORY     - Date     Condition        Report By
 CQ3468  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3468
 CQ3468                          STATION DESCRIPTION
 CQ3468
 CQ3468'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3468'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3468'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3468'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 20.0 KM (12.4 MI) TO THE
 CQ3468'MARK ON THE RIGHT SET NEAR A POWER POLE.
 CQ3468'THE MARK IS 14.3 M (46.9 FT) WEST FROM THE CENTER OF THE SOUTH BOUND
 CQ3468'LANES OF THE HIGHWAY, 4.1 M (13.5 FT) SOUTH FROM THE CENTER OF A
 CQ3468'GRAVEL DRIVE, 2.7 M (8.9 FT) NORTH FRON A TELEPHONE JUNCTION BOX, 2.0
 CQ3468'M (6.6 FT) NORTH OF A POWER POLE AND 0.5 M (1.6 FT) NORTH OF A WITNESS
 CQ3468'POST.  MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3472 ***********************************************************************
 CQ3472  DESIGNATION -  16 V 42
 CQ3472  PID         -  CQ3472
 CQ3472  STATE/COUNTY-  LA/DE SOTO
 CQ3472  USGS QUAD   -  GLOSTER (1994)
 CQ3472
 CQ3472                         *CURRENT SURVEY CONTROL
 CQ3472  ___________________________________________________________________
 CQ3472* NAD 83(1986)-  32 14 31.     (N)    093 49 29.     (W)     SCALED    
 CQ3472* NAVD 88     -        77.062  (meters)     252.83   (feet)  ADJUSTED  
 CQ3472  ___________________________________________________________________
 CQ3472  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ3472  DYNAMIC HT  -          76.974 (meters)     252.54  (feet)  COMP
 CQ3472  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CQ3472
 CQ3472  VERT ORDER  -  SECOND    CLASS I
 CQ3472
 CQ3472.The horizontal coordinates were scaled from a topographic map and have
 CQ3472.an estimated accuracy of +/- 6 seconds.
 CQ3472
 CQ3472.The orthometric height was determined by differential leveling
 CQ3472.and adjusted by the National Geodetic Survey in February 1994..
 CQ3472
 CQ3472.The geoid height was determined by GEOID03.
 CQ3472
 CQ3472.The dynamic height is computed by dividing the NAVD 88
 CQ3472.geopotential number by the normal gravity value computed on the
 CQ3472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3472.degrees latitude (g = 980.6199 gals.).
 CQ3472
 CQ3472.The modeled gravity was interpolated from observed gravity values.
 CQ3472
 CQ3472;                    North         East    Units  Estimated Accuracy
 CQ3472;SPC LA N     -   193,900.      875,160.      MT  (+/- 180 meters Scaled)
 CQ3472
 CQ3472                          SUPERSEDED SURVEY CONTROL
 CQ3472
 CQ3472.No superseded survey control is available for this station.
 CQ3472
 CQ3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR223675(NAD 83)
 CQ3472_MARKER: DD = SURVEY DISK
 CQ3472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3472_SP_SET: CONCRETE POST
 CQ3472_STAMPING: 16V42 1987
 CQ3472_MARK LOGO: LADTD 
 CQ3472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3472+STABILITY: SURFACE MOTION
 CQ3472
 CQ3472  HISTORY     - Date     Condition        Report By
 CQ3472  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3472  HISTORY     - 19961201 GOOD             USPSQD
 CQ3472
 CQ3472                          STATION DESCRIPTION
 CQ3472
 CQ3472'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3472'OWNERSHIP--ST. ANNS CATHOLIC CHURCH.
 CQ3472'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3472'HIGHWAY 511 IN SOUTH SHREVEPORT, GO SOUTH FOR 23.5 KM (14.6 MI) ON
 CQ3472'HIGHWAY 171 TO THE ST. ANNS CATHOLIC CHURCH ON THE RIGHT AND THE
 CQ3472'MARK SET IN FRONT OF THE CHRUCH.
 CQ3472'THE MARK IS 31.7 M (104.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 CQ3472'SOUTH BOUND LANES OF THE HIGHWAY, 7.8 M (25.6 FT) NORTHEAST FROM A
 CQ3472'POWER POLE NUMBER 229, 6.4 M (21.0 FT) SOUTH-SOUTHWEST FROM THE
 CQ3472'CENTER OF A GRAVEL DRIVE LEADING TO THE CHURCH AND 0.8 M (2.6 FT)
 CQ3472'SOUTHEAST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 CQ3472'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CQ3472
 CQ3472                          STATION RECOVERY (1996)
 CQ3472
 CQ3472'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3473 ***********************************************************************
 CQ3473  DESIGNATION -  16 V 43
 CQ3473  PID         -  CQ3473
 CQ3473  STATE/COUNTY-  LA/DE SOTO
 CQ3473  USGS QUAD   -  GLOSTER (1994)
 CQ3473
 CQ3473                         *CURRENT SURVEY CONTROL
 CQ3473  ___________________________________________________________________
 CQ3473* NAD 83(1986)-  32 13 33.     (N)    093 49 54.     (W)     SCALED    
 CQ3473* NAVD 88     -        76.208  (meters)     250.03   (feet)  ADJUSTED  
 CQ3473  ___________________________________________________________________
 CQ3473  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ3473  DYNAMIC HT  -          76.121 (meters)     249.74  (feet)  COMP
 CQ3473  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CQ3473
 CQ3473  VERT ORDER  -  SECOND    CLASS I
 CQ3473
 CQ3473.The horizontal coordinates were scaled from a topographic map and have
 CQ3473.an estimated accuracy of +/- 6 seconds.
 CQ3473
 CQ3473.The orthometric height was determined by differential leveling
 CQ3473.and adjusted by the National Geodetic Survey in February 1994..
 CQ3473
 CQ3473.The geoid height was determined by GEOID03.
 CQ3473
 CQ3473.The dynamic height is computed by dividing the NAVD 88
 CQ3473.geopotential number by the normal gravity value computed on the
 CQ3473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3473.degrees latitude (g = 980.6199 gals.).
 CQ3473
 CQ3473.The modeled gravity was interpolated from observed gravity values.
 CQ3473
 CQ3473;                    North         East    Units  Estimated Accuracy
 CQ3473;SPC LA N     -   192,120.      874,490.      MT  (+/- 180 meters Scaled)
 CQ3473
 CQ3473                          SUPERSEDED SURVEY CONTROL
 CQ3473
 CQ3473.No superseded survey control is available for this station.
 CQ3473
 CQ3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR216657(NAD 83)
 CQ3473_MARKER: DD = SURVEY DISK
 CQ3473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3473_SP_SET: CONCRETE POST
 CQ3473_STAMPING: 16V43 1987
 CQ3473_MARK LOGO: LADTD 
 CQ3473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3473+STABILITY: SURFACE MOTION
 CQ3473
 CQ3473  HISTORY     - Date     Condition        Report By
 CQ3473  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3473  HISTORY     - 19961201 GOOD             USPSQD
 CQ3473
 CQ3473                          STATION DESCRIPTION
 CQ3473
 CQ3473'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3473'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3473'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3473'HIGHWAY 511 IN SOUTH SHREVEPORT, GO SOUTH FOR 25.4 KM (15.8 MI) ON
 CQ3473'HIGHWAY 171 TO THE MARK IN THE SOUTHEAST QUADRANT OF A JUNCTION WITH A
 CQ3473'PARISH ROAD,  31.7 M (104.0 FT) EAST OF THE CENTER OF THE NORTH BOUND
 CQ3473'LANES OF HIGHWAY 171, 13.7 M (44.9 FT) SOUTH FROM THE CENTER OF THE
 CQ3473'PARISH ROAD, 1.1 M (3.6 FT) SOUTH-SOUTHWEST FROM A RIGHT-OF-WAY
 CQ3473'MARKER, 0.9 M (3.0 FT) WEST FROM A FENCE AND 0.5 M (1.6 FT)
 CQ3473'SOUTH-SOUTHWEST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE
 CQ3473'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3473
 CQ3473                          STATION RECOVERY (1996)
 CQ3473
 CQ3473'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3474 ***********************************************************************
 CQ3474  DESIGNATION -  16 V 44
 CQ3474  PID         -  CQ3474
 CQ3474  STATE/COUNTY-  LA/DE SOTO
 CQ3474  USGS QUAD   -  GLOSTER (1994)
 CQ3474
 CQ3474                         *CURRENT SURVEY CONTROL
 CQ3474  ___________________________________________________________________
 CQ3474* NAD 83(1986)-  32 12 37.     (N)    093 50 13.     (W)     SCALED    
 CQ3474* NAVD 88     -        87.573  (meters)     287.31   (feet)  ADJUSTED  
 CQ3474  ___________________________________________________________________
 CQ3474  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ3474  DYNAMIC HT  -          87.473 (meters)     286.98  (feet)  COMP
 CQ3474  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 CQ3474
 CQ3474  VERT ORDER  -  SECOND    CLASS I
 CQ3474
 CQ3474.The horizontal coordinates were scaled from a topographic map and have
 CQ3474.an estimated accuracy of +/- 6 seconds.
 CQ3474
 CQ3474.The orthometric height was determined by differential leveling
 CQ3474.and adjusted by the National Geodetic Survey in February 1994..
 CQ3474
 CQ3474.The geoid height was determined by GEOID03.
 CQ3474
 CQ3474.The dynamic height is computed by dividing the NAVD 88
 CQ3474.geopotential number by the normal gravity value computed on the
 CQ3474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3474.degrees latitude (g = 980.6199 gals.).
 CQ3474
 CQ3474.The modeled gravity was interpolated from observed gravity values.
 CQ3474
 CQ3474;                    North         East    Units  Estimated Accuracy
 CQ3474;SPC LA N     -   190,410.      873,970.      MT  (+/- 180 meters Scaled)
 CQ3474
 CQ3474                          SUPERSEDED SURVEY CONTROL
 CQ3474
 CQ3474.No superseded survey control is available for this station.
 CQ3474
 CQ3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR211640(NAD 83)
 CQ3474_MARKER: DD = SURVEY DISK
 CQ3474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3474_SP_SET: CONCRETE POST
 CQ3474_STAMPING: 16V44 1987
 CQ3474_MARK LOGO: LADTD 
 CQ3474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3474+STABILITY: SURFACE MOTION
 CQ3474
 CQ3474  HISTORY     - Date     Condition        Report By
 CQ3474  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3474  HISTORY     - 19961201 GOOD             USPSQD
 CQ3474
 CQ3474                          STATION DESCRIPTION
 CQ3474
 CQ3474'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3474'THE MARK IS LOCATED 27.2 KM (16.9 MI) SOUTH OF SHREVEPORT AND 26.2 KM
 CQ3474'(16.3 MI) NORTH OF MANSFIELD ALONG U S HIGHWAY 171.
 CQ3474'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3474'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3474'HIGHWAY 511 IN SOUTH SHREVEPORT, GO SOUTH FOR 27.2 KM (16.9 MI) ON
 CQ3474'HIGHWAY 171 TO THE MARK ON THE RIGHT SET NEAR A CHAIN LINK FENCE.
 CQ3474'THE MARK IS 29 M (95.1 FT) WEST FROM THE CENTER OF THE SOUTH BOUND
 CQ3474'LANES OF THE HIGHWAY, 9 M (29.5 FT) SOUTH-SOUTHEAST FROM THE CENTER
 CQ3474'OF A DOUBLE METAL GATE, 3.7 M (12.1 FT) NORTHEAST FROM A TELEPHONE
 CQ3474'JUNCTION BOX, 3.4 M (11.2 FT) EAST FROM A CHAIN LINK FENCE AND 2.9 M
 CQ3474'(9.5 FT) EAST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 CQ3474'AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3474
 CQ3474                          STATION RECOVERY (1996)
 CQ3474
 CQ3474'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3477 ***********************************************************************
 CQ3477  DESIGNATION -  16 V 45
 CQ3477  PID         -  CQ3477
 CQ3477  STATE/COUNTY-  LA/DE SOTO
 CQ3477  USGS QUAD   -  GLOSTER (1994)
 CQ3477
 CQ3477                         *CURRENT SURVEY CONTROL
 CQ3477  ___________________________________________________________________
 CQ3477* NAD 83(1986)-  32 11 12.     (N)    093 50 26.     (W)     SCALED    
 CQ3477* NAVD 88     -        90.238  (meters)     296.06   (feet)  ADJUSTED  
 CQ3477  ___________________________________________________________________
 CQ3477  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ3477  DYNAMIC HT  -          90.134 (meters)     295.71  (feet)  COMP
 CQ3477  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CQ3477
 CQ3477  VERT ORDER  -  SECOND    CLASS I
 CQ3477
 CQ3477.The horizontal coordinates were scaled from a topographic map and have
 CQ3477.an estimated accuracy of +/- 6 seconds.
 CQ3477
 CQ3477.The orthometric height was determined by differential leveling
 CQ3477.and adjusted by the National Geodetic Survey in February 1994..
 CQ3477
 CQ3477.The geoid height was determined by GEOID03.
 CQ3477
 CQ3477.The dynamic height is computed by dividing the NAVD 88
 CQ3477.geopotential number by the normal gravity value computed on the
 CQ3477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3477.degrees latitude (g = 980.6199 gals.).
 CQ3477
 CQ3477.The modeled gravity was interpolated from observed gravity values.
 CQ3477
 CQ3477;                    North         East    Units  Estimated Accuracy
 CQ3477;SPC LA N     -   187,790.      873,600.      MT  (+/- 180 meters Scaled)
 CQ3477
 CQ3477                          SUPERSEDED SURVEY CONTROL
 CQ3477
 CQ3477.No superseded survey control is available for this station.
 CQ3477
 CQ3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR207614(NAD 83)
 CQ3477_MARKER: DD = SURVEY DISK
 CQ3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3477_SP_SET: CONCRETE POST
 CQ3477_STAMPING: 16V45 1987
 CQ3477_MARK LOGO: LADH  
 CQ3477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3477+STABILITY: SURFACE MOTION
 CQ3477
 CQ3477  HISTORY     - Date     Condition        Report By
 CQ3477  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3477  HISTORY     - 19961201 MARK NOT FOUND   USPSQD
 CQ3477  HISTORY     - 19980303 GOOD             LADTD
 CQ3477
 CQ3477                          STATION DESCRIPTION
 CQ3477
 CQ3477'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3477'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3477'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 22.8
 CQ3477'KM (14.2 MI) ON HIGHWAY 171 TO THE MARK ON THE LEFT SET NEAR A GATE.
 CQ3477'THE MARK IS 43.6 M (143.0 FT) SOUTH FROM A FENCE CORNER, 11.6 M
 CQ3477'(38.1 FT) WEST FROM THE CENTER OF THE HIGHWAY, 5.3 M (17.4 FT) NORTH
 CQ3477'FROM THE CENTER OF A METAL GATE AND 0.3 M (1.0 FT) EAST FROM A
 CQ3477'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 CQ3477'THE HIGHWAY.
 CQ3477
 CQ3477                          STATION RECOVERY (1996)
 CQ3477
 CQ3477'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3477'MARK NOT FOUND.
 CQ3477
 CQ3477                          STATION RECOVERY (1998)
 CQ3477
 CQ3477'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3477'RECOVERED AS DESCRIBED.  NOTE--HOWEVER DUE TO ROAD CONSTRUCTION IN THE
 CQ3477'AREA THIS MARK IS TO BE DESTROYED. AT THIS TIME THE STATION WAS RESET
 CQ3477'AND STAMPED 16V45 RESET 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1429 ***********************************************************************
 AI1429  DESIGNATION -  16 V 45 RESET
 AI1429  PID         -  AI1429
 AI1429  STATE/COUNTY-  LA/DE SOTO
 AI1429  USGS QUAD   -  GLOSTER (1994)
 AI1429
 AI1429                         *CURRENT SURVEY CONTROL
 AI1429  ___________________________________________________________________
 AI1429* NAD 83(1986)-  32 11 12.     (N)    093 50 20.     (W)     SCALED    
 AI1429* NAVD 88     -        89.855  (meters)     294.80   (feet)  ADJUSTED  
 AI1429  ___________________________________________________________________
 AI1429  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AI1429  DYNAMIC HT  -          89.752 (meters)     294.46  (feet)  COMP
 AI1429  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 AI1429
 AI1429  VERT ORDER  -  SECOND    CLASS I
 AI1429
 AI1429.The horizontal coordinates were scaled from a topographic map and have
 AI1429.an estimated accuracy of +/- 6 seconds.
 AI1429
 AI1429.The orthometric height was determined by differential leveling
 AI1429.and adjusted by the National Geodetic Survey in March 2001..
 AI1429
 AI1429.The geoid height was determined by GEOID03.
 AI1429
 AI1429.The dynamic height is computed by dividing the NAVD 88
 AI1429.geopotential number by the normal gravity value computed on the
 AI1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1429.degrees latitude (g = 980.6199 gals.).
 AI1429
 AI1429.The modeled gravity was interpolated from observed gravity values.
 AI1429
 AI1429;                    North         East    Units  Estimated Accuracy
 AI1429;SPC LA N     -   187,790.      873,750.      MT  (+/- 180 meters Scaled)
 AI1429
 AI1429                          SUPERSEDED SURVEY CONTROL
 AI1429
 AI1429.No superseded survey control is available for this station.
 AI1429
 AI1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR209614(NAD 83)
 AI1429_MARKER: DD = SURVEY DISK
 AI1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1429_STAMPING: 16V45 RESET 1998
 AI1429_MARK LOGO: LADH  
 AI1429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1429+STABILITY: SURFACE MOTION
 AI1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1429+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1429
 AI1429  HISTORY     - Date     Condition        Report By
 AI1429  HISTORY     - 1998     MONUMENTED       LADTD
 AI1429
 AI1429                          STATION DESCRIPTION
 AI1429
 AI1429'DESCRIBED BY LA TRANSP AND DEV 1998 (SLC)
 AI1429'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF KICKAPOO, 7.0 MI
 AI1429'(11.3 KM) NORTH OF GRAND CANE AND 14.4 MI (23.2 KM) NORTHWEST OF
 AI1429'MANSFIELD.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AI1429'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF U.  S. HIGHWAY
 AI1429'171 AND STATE HIGHWAY 5 IN KICKAPOO, GO SOUTH FOR 0.9 MI (1.4 KM) ON
 AI1429'HIGHWAY 171 TO THE STATION SET ON THE LEFT.  THE STATION IS 249.0 FT
 AI1429'(75.9 M) NORTH FROM A FENCE CORNER, 2.5 FT (0.8 M) WEST FROM A BOARD
 AI1429'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) SOUTH FROM A METAL WITNESS POST
 AI1429'WITH SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH
 AI1429'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3478 ***********************************************************************
 CQ3478  DESIGNATION -  16 V 46
 CQ3478  PID         -  CQ3478
 CQ3478  STATE/COUNTY-  LA/DE SOTO
 CQ3478  USGS QUAD   -  GLOSTER (1994)
 CQ3478
 CQ3478                         *CURRENT SURVEY CONTROL
 CQ3478  ___________________________________________________________________
 CQ3478* NAD 83(1986)-  32 10 20.     (N)    093 50 26.     (W)     SCALED    
 CQ3478* NAVD 88     -        92.249  (meters)     302.65   (feet)  ADJUSTED  
 CQ3478  ___________________________________________________________________
 CQ3478  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ3478  DYNAMIC HT  -          92.143 (meters)     302.31  (feet)  COMP
 CQ3478  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CQ3478
 CQ3478  VERT ORDER  -  SECOND    CLASS I
 CQ3478
 CQ3478.The horizontal coordinates were scaled from a topographic map and have
 CQ3478.an estimated accuracy of +/- 6 seconds.
 CQ3478
 CQ3478.The orthometric height was determined by differential leveling
 CQ3478.and adjusted by the National Geodetic Survey in February 1994..
 CQ3478
 CQ3478.The geoid height was determined by GEOID03.
 CQ3478
 CQ3478.The dynamic height is computed by dividing the NAVD 88
 CQ3478.geopotential number by the normal gravity value computed on the
 CQ3478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3478.degrees latitude (g = 980.6199 gals.).
 CQ3478
 CQ3478.The modeled gravity was interpolated from observed gravity values.
 CQ3478
 CQ3478;                    North         East    Units  Estimated Accuracy
 CQ3478;SPC LA N     -   186,190.      873,580.      MT  (+/- 180 meters Scaled)
 CQ3478
 CQ3478                          SUPERSEDED SURVEY CONTROL
 CQ3478
 CQ3478.No superseded survey control is available for this station.
 CQ3478
 CQ3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR207598(NAD 83)
 CQ3478_MARKER: DD = SURVEY DISK
 CQ3478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3478_SP_SET: CONCRETE POST
 CQ3478_STAMPING: 16V46 1987
 CQ3478_MARK LOGO: LADTD 
 CQ3478_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3478+STABILITY: SURFACE MOTION
 CQ3478
 CQ3478  HISTORY     - Date     Condition        Report By
 CQ3478  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3478  HISTORY     - 19961201 GOOD             USPSQD
 CQ3478  HISTORY     - 19980303 GOOD             LADTD
 CQ3478
 CQ3478                          STATION DESCRIPTION
 CQ3478
 CQ3478'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3478'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3478'TO REACH THE MARK FROMT THE COURTHOUSE IN MANSFIELD GO NORTH FOR 21.1
 CQ3478'KM (13.1 MI) ON HIGHWAY 171 TO THE MARK ON THE LEFT SET NEAR THE
 CQ3478'SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND A UNITED GAS PIPELINE
 CQ3478'COMPANY REGULATING STATION.
 CQ3478'THE MARK IS 20 M (65.6 FT) SOUTH FROM THE CENTER OF DOUBLE GATE INTO
 CQ3478'THE REGULATING STATION, 14.6 M (47.9 FT) WEST FROM THE CENTER OF THE
 CQ3478'HIGHWAY, 0.9 M (3.0 FT) EAST-NORTHEAST FROM THE FENCE CORNER AND 0.6
 CQ3478'M (2.0 FT) EAST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE
 CQ3478'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3478
 CQ3478                          STATION RECOVERY (1996)
 CQ3478
 CQ3478'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3478'RECOVERED IN GOOD CONDITION.
 CQ3478
 CQ3478                          STATION RECOVERY (1998)
 CQ3478
 CQ3478'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3478'RECOVERED AS DESCRIBED.  NOTE--HOWEVER DUE TO ROAD CONSTRUCTION IN THE
 CQ3478'AREA THIS MARK IS TO BE DESTROYED. AT THIS TIME THE STATION WAS RESET
 CQ3478'AND STAMPED 16V46 RESET 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1428 ***********************************************************************
 AI1428  DESIGNATION -  16 V 46 RESET
 AI1428  PID         -  AI1428
 AI1428  STATE/COUNTY-  LA/DE SOTO
 AI1428  USGS QUAD   -  GLOSTER (1994)
 AI1428
 AI1428                         *CURRENT SURVEY CONTROL
 AI1428  ___________________________________________________________________
 AI1428* NAD 83(1986)-  32 10 20.     (N)    093 50 26.     (W)     SCALED    
 AI1428* NAVD 88     -        91.840  (meters)     301.31   (feet)  ADJUSTED  
 AI1428  ___________________________________________________________________
 AI1428  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AI1428  DYNAMIC HT  -          91.734 (meters)     300.96  (feet)  COMP
 AI1428  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 AI1428
 AI1428  VERT ORDER  -  SECOND    CLASS I
 AI1428
 AI1428.The horizontal coordinates were scaled from a topographic map and have
 AI1428.an estimated accuracy of +/- 6 seconds.
 AI1428
 AI1428.The orthometric height was determined by differential leveling
 AI1428.and adjusted by the National Geodetic Survey in March 2001..
 AI1428
 AI1428.The geoid height was determined by GEOID03.
 AI1428
 AI1428.The dynamic height is computed by dividing the NAVD 88
 AI1428.geopotential number by the normal gravity value computed on the
 AI1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1428.degrees latitude (g = 980.6199 gals.).
 AI1428
 AI1428.The modeled gravity was interpolated from observed gravity values.
 AI1428
 AI1428;                    North         East    Units  Estimated Accuracy
 AI1428;SPC LA N     -   186,190.      873,580.      MT  (+/- 180 meters Scaled)
 AI1428
 AI1428                          SUPERSEDED SURVEY CONTROL
 AI1428
 AI1428.No superseded survey control is available for this station.
 AI1428
 AI1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR207598(NAD 83)
 AI1428_MARKER: DD = SURVEY DISK
 AI1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1428_STAMPING: 16V46 RESET 1998
 AI1428_MARK LOGO: LADH  
 AI1428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1428+STABILITY: SURFACE MOTION
 AI1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1428+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1428
 AI1428  HISTORY     - Date     Condition        Report By
 AI1428  HISTORY     - 1998     MONUMENTED       LADTD
 AI1428
 AI1428                          STATION DESCRIPTION
 AI1428
 AI1428'DESCRIBED BY LA TRANSP AND DEV 1998 (SLC)
 AI1428'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF KICKAPOO, 6.0 MI
 AI1428'(9.7 KM) NORTH OF GRAND CANE, 13.4 MI (21.6 KM) NORTHWEST OF
 AI1428'MANSFIELD.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AI1428'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF U.  S. HIGHWAY
 AI1428'171 AND STATE HIGHWAY 5 IN KICKAPOO, GO SOUTH FOR 1.95 MI (3.14 KM) ON
 AI1428'HIGHWAY 171 TO THE STATION SET ON THE RIGHT.  THE STATION IS 174.0 FT
 AI1428'(53.0 M) SOUTH FROM THE CENTER OF A GRAVEL DRIVE LEADING TO A GAS
 AI1428'PIPELINE PRESSURE STATION, 100.0 FT (30.5 M) WEST FROM THE CENTER OF
 AI1428'THE SOUTH BOUND LANES OF THE HIGHWAY, 2.0 FT (0.6 M) EAST FROM A
 AI1428'4-STRAND BARBED WIRE FENCE, 1.5 FT (0.5 M) NORTH FROM A METAL WITNESS
 AI1428'POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3479 ***********************************************************************
 CQ3479  DESIGNATION -  16 V 47
 CQ3479  PID         -  CQ3479
 CQ3479  STATE/COUNTY-  LA/DE SOTO
 CQ3479  USGS QUAD   -  GLOSTER (1994)
 CQ3479
 CQ3479                         *CURRENT SURVEY CONTROL
 CQ3479  ___________________________________________________________________
 CQ3479* NAD 83(1986)-  32 09 19.     (N)    093 50 30.     (W)     SCALED    
 CQ3479* NAVD 88     -       102.341  (meters)     335.76   (feet)  ADJUSTED  
 CQ3479  ___________________________________________________________________
 CQ3479  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ3479  DYNAMIC HT  -         102.224 (meters)     335.38  (feet)  COMP
 CQ3479  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 CQ3479
 CQ3479  VERT ORDER  -  SECOND    CLASS I
 CQ3479
 CQ3479.The horizontal coordinates were scaled from a topographic map and have
 CQ3479.an estimated accuracy of +/- 6 seconds.
 CQ3479
 CQ3479.The orthometric height was determined by differential leveling
 CQ3479.and adjusted by the National Geodetic Survey in March 2001..
 CQ3479
 CQ3479.The geoid height was determined by GEOID03.
 CQ3479
 CQ3479.The dynamic height is computed by dividing the NAVD 88
 CQ3479.geopotential number by the normal gravity value computed on the
 CQ3479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3479.degrees latitude (g = 980.6199 gals.).
 CQ3479
 CQ3479.The modeled gravity was interpolated from observed gravity values.
 CQ3479
 CQ3479;                    North         East    Units  Estimated Accuracy
 CQ3479;SPC LA N     -   184,310.      873,450.      MT  (+/- 180 meters Scaled)
 CQ3479
 CQ3479                          SUPERSEDED SURVEY CONTROL
 CQ3479
 CQ3479  NAVD 88 (02/14/94)  102.404  (m)          335.97   (f) UNKNOWN     2 1
 CQ3479
 CQ3479.Superseded values are not recommended for survey control.
 CQ3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3479.See file dsdata.txt to determine how the superseded data were derived.
 CQ3479
 CQ3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR206579(NAD 83)
 CQ3479_MARKER: DD = SURVEY DISK
 CQ3479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ3479_SP_SET: HEADWALL
 CQ3479_STAMPING: 16V47 1987
 CQ3479_MARK LOGO: LADTD 
 CQ3479_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3479+STABILITY: SURFACE MOTION
 CQ3479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3479+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 CQ3479
 CQ3479  HISTORY     - Date     Condition        Report By
 CQ3479  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3479  HISTORY     - 19960907 GOOD             USPSQD
 CQ3479  HISTORY     - 19980303 GOOD             LADTD
 CQ3479
 CQ3479                          STATION DESCRIPTION
 CQ3479
 CQ3479'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3479'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3479'TO REACH THE MARK FROM THE COURTHOSUE IN MANSFIELD GO NORTH FOR 19.3
 CQ3479'KM (12.0 MI) TO THE MARK ON THE LEFT SET IN A CULVERT HEADDWALL.
 CQ3479'THE MARK IS 9.1 M (29.9 FT) WEST FROM THE CENTER OF THE HIGHWAY, 3.7 M
 CQ3479'(12.1 FT) EAST FROM THE RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) SOUTH FROM
 CQ3479'THE NORTH END OF THE HEADWALL AND 0.5 M (1.6 FT) NORTH FROM THE SOUTH
 CQ3479'END OF THE HEADWALL.  THE MARK IS ABOUT 0.6 M (2.0 FT) BELOW THE
 CQ3479'LEVEL OF THE HIGHWAY.
 CQ3479
 CQ3479                          STATION RECOVERY (1996)
 CQ3479
 CQ3479'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3479'RECOVERED IN GOOD CONDITION.
 CQ3479
 CQ3479                          STATION RECOVERY (1998)
 CQ3479
 CQ3479'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3479'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF KICKAPOO, 4.9 MI
 CQ3479'(7.9 KM) NORTH OF GRAND CANE AND 12.3 MI (19.8 KM) NORTHWEST OF
 CQ3479'MANSFIELD.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3479'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF U.  S. HIGHWAY
 CQ3479'171 AND STATE HIGHWAY 5 IN KICKAPOO, GO SOUTH FOR 3.05 MI (4.91 KM) ON
 CQ3479'HIGHWAY 171 TO THE STATION ON THE RIGHT SET IN A HEADWALL.  THE
 CQ3479'STATION IS 30.0 FT (9.1 M) WEST FROM THE CENTER OF THE SOUTH BOUND
 CQ3479'LANES OF THE HIGHWAY, 1.5 FT (0.5 M) SOUTH FROM THE NORTH END OF THE
 CQ3479'HEADWALL, 1.5 FT (0.5 M) NORTH FROM THE SOUTH END OF THE HEADWALL,
 CQ3479'FLUSH WITH THE HEADWALL AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF
 CQ3479'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3480 ***********************************************************************
 CQ3480  DESIGNATION -  16 V 48
 CQ3480  PID         -  CQ3480
 CQ3480  STATE/COUNTY-  LA/DE SOTO
 CQ3480  USGS QUAD   -  GLOSTER (1994)
 CQ3480
 CQ3480                         *CURRENT SURVEY CONTROL
 CQ3480  ___________________________________________________________________
 CQ3480* NAD 83(1986)-  32 08 32.     (N)    093 50 12.     (W)     SCALED    
 CQ3480* NAVD 88     -       104.718  (meters)     343.56   (feet)  ADJUSTED  
 CQ3480  ___________________________________________________________________
 CQ3480  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3480  DYNAMIC HT  -         104.598 (meters)     343.17  (feet)  COMP
 CQ3480  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CQ3480
 CQ3480  VERT ORDER  -  SECOND    CLASS I
 CQ3480
 CQ3480.The horizontal coordinates were scaled from a topographic map and have
 CQ3480.an estimated accuracy of +/- 6 seconds.
 CQ3480
 CQ3480.The orthometric height was determined by differential leveling
 CQ3480.and adjusted by the National Geodetic Survey in February 1994..
 CQ3480
 CQ3480.The geoid height was determined by GEOID03.
 CQ3480
 CQ3480.The dynamic height is computed by dividing the NAVD 88
 CQ3480.geopotential number by the normal gravity value computed on the
 CQ3480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3480.degrees latitude (g = 980.6199 gals.).
 CQ3480
 CQ3480.The modeled gravity was interpolated from observed gravity values.
 CQ3480
 CQ3480;                    North         East    Units  Estimated Accuracy
 CQ3480;SPC LA N     -   182,860.      873,900.      MT  (+/- 180 meters Scaled)
 CQ3480
 CQ3480                          SUPERSEDED SURVEY CONTROL
 CQ3480
 CQ3480.No superseded survey control is available for this station.
 CQ3480
 CQ3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR210565(NAD 83)
 CQ3480_MARKER: DD = SURVEY DISK
 CQ3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3480_SP_SET: CONCRETE POST
 CQ3480_STAMPING: 16V48 1987
 CQ3480_MARK LOGO: LADH  
 CQ3480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3480+STABILITY: SURFACE MOTION
 CQ3480
 CQ3480  HISTORY     - Date     Condition        Report By
 CQ3480  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3480  HISTORY     - 19960907 GOOD             USPSQD
 CQ3480  HISTORY     - 19980303 GOOD             LADTD
 CQ3480
 CQ3480                          STATION DESCRIPTION
 CQ3480
 CQ3480'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3480'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3480'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 17.7
 CQ3480'KM (11.0 MI) ON HIGHWAY 171 TO GRAND CANE FIRE TOWER ROAD AND THE
 CQ3480'MARK ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE JUNCTION.
 CQ3480'THE MARK IS 11.3 M (37.1 FT) NORTH FROM THE CENTER OF GRAND CANE FIRE
 CQ3480'TOWER ROAD, 11.1 M (36.4 FT) EAST FROM THE CENTER OF HIGHWAY 171, 3.2
 CQ3480'M (10.5 FT) NORTH FROM POWER POLE NUMBER 55 AND 1.1 M (3.6 FT) WEST
 CQ3480'FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 CQ3480'LEVEL WITH THE HIGHWAY.
 CQ3480
 CQ3480                          STATION RECOVERY (1996)
 CQ3480
 CQ3480'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3480'RECOVERED IN GOOD CONDITION.
 CQ3480
 CQ3480                          STATION RECOVERY (1998)
 CQ3480
 CQ3480'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3480'RECOVERED AS DESCRIBED.  DUE TO ROAD CONSTRUCTION IN THE AREA THIS
 CQ3480'MARK IS TO BE DESTROYED.  AT THIS TIME THE STATION WAS RESET AND
 CQ3480'STAMPED 16V48 RESET 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1427 ***********************************************************************
 AI1427  DESIGNATION -  16 V 48 RESET
 AI1427  PID         -  AI1427
 AI1427  STATE/COUNTY-  LA/DE SOTO
 AI1427  USGS QUAD   -  GLOSTER (1994)
 AI1427
 AI1427                         *CURRENT SURVEY CONTROL
 AI1427  ___________________________________________________________________
 AI1427* NAD 83(1986)-  32 08 31.     (N)    093 50 05.     (W)     SCALED    
 AI1427* NAVD 88     -       105.083  (meters)     344.76   (feet)  ADJUSTED  
 AI1427  ___________________________________________________________________
 AI1427  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AI1427  DYNAMIC HT  -         104.962 (meters)     344.36  (feet)  COMP
 AI1427  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 AI1427
 AI1427  VERT ORDER  -  SECOND    CLASS I
 AI1427
 AI1427.The horizontal coordinates were scaled from a topographic map and have
 AI1427.an estimated accuracy of +/- 6 seconds.
 AI1427
 AI1427.The orthometric height was determined by differential leveling
 AI1427.and adjusted by the National Geodetic Survey in March 2001..
 AI1427
 AI1427.The geoid height was determined by GEOID03.
 AI1427
 AI1427.The dynamic height is computed by dividing the NAVD 88
 AI1427.geopotential number by the normal gravity value computed on the
 AI1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1427.degrees latitude (g = 980.6199 gals.).
 AI1427
 AI1427.The modeled gravity was interpolated from observed gravity values.
 AI1427
 AI1427;                    North         East    Units  Estimated Accuracy
 AI1427;SPC LA N     -   182,830.      874,090.      MT  (+/- 180 meters Scaled)
 AI1427
 AI1427                          SUPERSEDED SURVEY CONTROL
 AI1427
 AI1427.No superseded survey control is available for this station.
 AI1427
 AI1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR212564(NAD 83)
 AI1427_MARKER: DD = SURVEY DISK
 AI1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1427_STAMPING: 16V48 RESET 1998
 AI1427_MARK LOGO: LADH  
 AI1427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1427+STABILITY: SURFACE MOTION
 AI1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1427+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1427
 AI1427  HISTORY     - Date     Condition        Report By
 AI1427  HISTORY     - 1998     MONUMENTED       LADTD
 AI1427
 AI1427                          STATION DESCRIPTION
 AI1427
 AI1427'DESCRIBED BY LA TRANSP AND DEV 1998 (SLC)
 AI1427'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH OF GRAND CANE, 4.0
 AI1427'MI (6.4 KM) SOUTH OF KICKAPOO AND 11.3 MI (18.2 KM) NORTHWEST OF
 AI1427'MANSFIELD.  OWNERSHIP--DE SOTO PARISH.  TO REACH THE STATION FROM THE
 AI1427'WEST JUNCTION OF STATE HIGHWAY 3015 AND U.  S.  HIGHWAY 171 IN GRAND
 AI1427'CANE, GO NORTH FOR 3.9 MI (6.3 KM) ON HIGHWAY 171 TO THE JUNCTION WITH
 AI1427'FIRE TOWER ROAD, TURN RIGHT AND GO EAST FOR 0.05 MI (0.08 KM) ON FIRE
 AI1427'TOWER ROAD TO THE STATION ON THE RIGHT SET NEAR THE NORTHWEST CORNER
 AI1427'OF A CHAIN LINK FENCE AROUND A GAS PIPELINE PRESSURE STATION OR TO
 AI1427'REACH THE STATION FROM THE JUNCTION OF HIGHWAY 171 AND STATE HIGHWAY 5
 AI1427'IN KICKAPOO, GO SOUTH FOR 4.0 MI (6.4 KM) ON HIGHWAY 171. THE STATION
 AI1427'IS 23.0 FT (7.0 M) SOUTH FROM THE CENTER OF FIRE TOWER ROAD, 5.0 FT
 AI1427'(1.5 M) EAST-NORTHEAST FROM THE NORTHWEST CORNER OF THE CHAIN LINK
 AI1427'FENCE, 1.0 FT (0.3 M) NORTH FROM THE CHAIN LINK FENCE, 1.0 FT (0.3 M)
 AI1427'NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH THE
 AI1427'GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3481 ***********************************************************************
 CQ3481  DESIGNATION -  16 V 49
 CQ3481  PID         -  CQ3481
 CQ3481  STATE/COUNTY-  LA/DE SOTO
 CQ3481  USGS QUAD   -  GRAND CANE (1994)
 CQ3481
 CQ3481                         *CURRENT SURVEY CONTROL
 CQ3481  ___________________________________________________________________
 CQ3481* NAD 83(1986)-  32 07 18.     (N)    093 49 40.     (W)     SCALED    
 CQ3481* NAVD 88     -        93.351  (meters)     306.27   (feet)  ADJUSTED  
 CQ3481  ___________________________________________________________________
 CQ3481  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ3481  DYNAMIC HT  -          93.243 (meters)     305.91  (feet)  COMP
 CQ3481  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CQ3481
 CQ3481  VERT ORDER  -  SECOND    CLASS I
 CQ3481
 CQ3481.The horizontal coordinates were scaled from a topographic map and have
 CQ3481.an estimated accuracy of +/- 6 seconds.
 CQ3481
 CQ3481.The orthometric height was determined by differential leveling
 CQ3481.and adjusted by the National Geodetic Survey in March 2001..
 CQ3481
 CQ3481.The geoid height was determined by GEOID03.
 CQ3481
 CQ3481.The dynamic height is computed by dividing the NAVD 88
 CQ3481.geopotential number by the normal gravity value computed on the
 CQ3481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3481.degrees latitude (g = 980.6199 gals.).
 CQ3481
 CQ3481.The modeled gravity was interpolated from observed gravity values.
 CQ3481
 CQ3481;                    North         East    Units  Estimated Accuracy
 CQ3481;SPC LA N     -   180,570.      874,710.      MT  (+/- 180 meters Scaled)
 CQ3481
 CQ3481                          SUPERSEDED SURVEY CONTROL
 CQ3481
 CQ3481  NAVD 88 (02/14/94)   93.365  (m)          306.31   (f) UNKNOWN     2 1
 CQ3481
 CQ3481.Superseded values are not recommended for survey control.
 CQ3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3481.See file dsdata.txt to determine how the superseded data were derived.
 CQ3481
 CQ3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR219542(NAD 83)
 CQ3481_MARKER: DD = SURVEY DISK
 CQ3481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ3481_SP_SET: HEADWALL
 CQ3481_STAMPING: 16V49 1987
 CQ3481_MARK LOGO: LADTD 
 CQ3481_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3481+STABILITY: SURFACE MOTION
 CQ3481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3481+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 CQ3481
 CQ3481  HISTORY     - Date     Condition        Report By
 CQ3481  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3481  HISTORY     - 19960907 GOOD             USPSQD
 CQ3481  HISTORY     - 19980303 GOOD             LADTD
 CQ3481
 CQ3481                          STATION DESCRIPTION
 CQ3481
 CQ3481'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3481'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3481'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 15.6
 CQ3481'KM (9.7 MI) ON HIGHWAY 171 TO THE MARK ON THE LEFT SET IN A HEADWALL.
 CQ3481'THE MARK IS 68 M (223.1 FT) NORTH FROM THE EXTENDED CENTER OF A GRAVEL
 CQ3481'DRIVE LEADING EAST, 9.4 M (30.8 FT) WEST FROM THE CENTER OF THE
 CQ3481'HIGHWAY, 0.6 M (2.0 FT) SOUTH FORM THE NORTH END OF THE HEADWALL, 0.6
 CQ3481'M (2.0 FT) NORTH FROM THE SOUTH END OF THE HEADWALL.  THE MARK IS 0.6
 CQ3481'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CQ3481
 CQ3481                          STATION RECOVERY (1996)
 CQ3481
 CQ3481'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3481'RECOVERED IN GOOD CONDITION.
 CQ3481
 CQ3481                          STATION RECOVERY (1998)
 CQ3481
 CQ3481'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3481'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF GRAND CANE, 5.4
 CQ3481'MI (8.7 KM) SOUTH OF KICKAPOO AND 10.0 MI (16.1 KM) NORTHWEST OF
 CQ3481'MANSFIELD.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3481'DEVELOPMENT.  TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 CQ3481'HIGHWAY 3015 AND U.  S.  HIGHWAY 171 IN GRAND CANE, GO NORTH FOR 2.55
 CQ3481'MI (4.10 KM) ON HIGHWAY 171 TO THE STATION ON THE LEFT SET IN A
 CQ3481'HEADWALL.  THE STATION IS 31.0 FT (9.4 M) WEST FROM THE CENTER OF THE
 CQ3481'SOUTH BOUNDS LANES OF THE HIGHWAY, 2.0 FT (0.6 M) SOUTH FROM THE NORTH
 CQ3481'END OF THE HEADWALL, 2.0 FT (0.6 M) NORTH FROM THE SOUTH END OF THE
 CQ3481'HEADWALL, FLUSH WITH THE HEADWALL AND ABOUT 2.0 FT (0.6 M) BELOW THE
 CQ3481'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2549 ***********************************************************************
 BX2549  DESIGNATION -  16 V 5 LADH
 BX2549  PID         -  BX2549
 BX2549  STATE/COUNTY-  LA/DE SOTO
 BX2549  USGS QUAD   -  PELICAN (1992)
 BX2549
 BX2549                         *CURRENT SURVEY CONTROL
 BX2549  ___________________________________________________________________
 BX2549* NAD 83(1986)-  31 55 32.     (N)    093 34 52.     (W)     SCALED    
 BX2549* NAVD 88     -        89.414  (meters)     293.35   (feet)  ADJUSTED  
 BX2549  ___________________________________________________________________
 BX2549  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX2549  DYNAMIC HT  -          89.308 (meters)     293.00  (feet)  COMP
 BX2549  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 BX2549
 BX2549  VERT ORDER  -  SECOND    CLASS II
 BX2549
 BX2549.The horizontal coordinates were scaled from a topographic map and have
 BX2549.an estimated accuracy of +/- 6 seconds.
 BX2549
 BX2549.The orthometric height was determined by differential leveling
 BX2549.and adjusted by the National Geodetic Survey in February 1994..
 BX2549
 BX2549.The geoid height was determined by GEOID03.
 BX2549
 BX2549.The dynamic height is computed by dividing the NAVD 88
 BX2549.geopotential number by the normal gravity value computed on the
 BX2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2549.degrees latitude (g = 980.6199 gals.).
 BX2549
 BX2549.The modeled gravity was interpolated from observed gravity values.
 BX2549
 BX2549;                    North         East    Units  Estimated Accuracy
 BX2549;SPC LA N     -   158,570.      897,770.      MT  (+/- 180 meters Scaled)
 BX2549
 BX2549                          SUPERSEDED SURVEY CONTROL
 BX2549
 BX2549.No superseded survey control is available for this station.
 BX2549
 BX2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR450323(NAD 83)
 BX2549_MARKER: DB = BENCH MARK DISK
 BX2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2549_SP_SET: CONCRETE POST
 BX2549_STAMPING: 16V5 1969
 BX2549_MARK LOGO: LADH  
 BX2549_PROJECTION: PROJECTING 10 CENTIMETERS
 BX2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2549+STABILITY: SURFACE MOTION
 BX2549
 BX2549  HISTORY     - Date     Condition        Report By
 BX2549  HISTORY     - 1969     MONUMENTED       LADH
 BX2549  HISTORY     - 1981     GOOD             LADTD
 BX2549  HISTORY     - 19970112 GOOD             USPSQD
 BX2549
 BX2549                          STATION DESCRIPTION
 BX2549
 BX2549'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2549'17.0 KM (10.6 MI) SE FROM MANSFIELD.
 BX2549'ABOUT 17.9 KM (11.12 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE
 BX2549'EMANUAL BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE RIGHT NEAR
 BX2549'A LARGE METAL HISTORICAL SIGN AND SOUTHEAST OF A WHITE FRAME HOUSE,
 BX2549'32.3 METERS (106 FT) WEST OF THE CENTER OF THE HIGHWAY, 26.5 METERS
 BX2549'(87 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE OWNED BY W H
 BX2549'ROBINSON, AND 0.91 METER (3 FT) NORTH OF A FENCE.
 BX2549'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BX2549'THE MARK IS 0.61 M BELOW STATE HIGHWAY 175.
 BX2549
 BX2549                          STATION RECOVERY (1997)
 BX2549
 BX2549'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3485 ***********************************************************************
 CQ3485  DESIGNATION -  16 V 50
 CQ3485  PID         -  CQ3485
 CQ3485  STATE/COUNTY-  LA/DE SOTO
 CQ3485  USGS QUAD   -  GRAND CANE (1994)
 CQ3485
 CQ3485                         *CURRENT SURVEY CONTROL
 CQ3485  ___________________________________________________________________
 CQ3485* NAD 83(1986)-  32 05 43.     (N)    093 48 54.     (W)     SCALED    
 CQ3485* NAVD 88     -        87.215  (meters)     286.14   (feet)  ADJUSTED  
 CQ3485  ___________________________________________________________________
 CQ3485  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3485  DYNAMIC HT  -          87.114 (meters)     285.81  (feet)  COMP
 CQ3485  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 CQ3485
 CQ3485  VERT ORDER  -  SECOND    CLASS I
 CQ3485
 CQ3485.The horizontal coordinates were scaled from a topographic map and have
 CQ3485.an estimated accuracy of +/- 6 seconds.
 CQ3485
 CQ3485.The orthometric height was determined by differential leveling
 CQ3485.and adjusted by the National Geodetic Survey in February 1994..
 CQ3485
 CQ3485.The geoid height was determined by GEOID03.
 CQ3485
 CQ3485.The dynamic height is computed by dividing the NAVD 88
 CQ3485.geopotential number by the normal gravity value computed on the
 CQ3485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3485.degrees latitude (g = 980.6199 gals.).
 CQ3485
 CQ3485.The modeled gravity was interpolated from observed gravity values.
 CQ3485
 CQ3485;                    North         East    Units  Estimated Accuracy
 CQ3485;SPC LA N     -   177,630.      875,880.      MT  (+/- 180 meters Scaled)
 CQ3485
 CQ3485                          SUPERSEDED SURVEY CONTROL
 CQ3485
 CQ3485.No superseded survey control is available for this station.
 CQ3485
 CQ3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR230512(NAD 83)
 CQ3485_MARKER: DD = SURVEY DISK
 CQ3485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ3485_SP_SET: BRIDGE WINGWALL
 CQ3485_STAMPING: 16V50 1987
 CQ3485_MARK LOGO: LADTD 
 CQ3485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ3485
 CQ3485  HISTORY     - Date     Condition        Report By
 CQ3485  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3485  HISTORY     - 19960907 GOOD             USPSQD
 CQ3485
 CQ3485                          STATION DESCRIPTION
 CQ3485
 CQ3485'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3485'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3485'TO REACH THE MARK FROMTHE COURTHOUSE IN MANSFIELD GO NORTH FOR 12.6 KM
 CQ3485'(7.8 MI) ON U S HIGHWAY 171 TO THE MARK ON THE RIGHT SET IN THE
 CQ3485'SOUTHEAST WINGWALL OF BRIDGE NUMBER 0250608031.
 CQ3485'THE MARK IS 7.2 M (23.6 FT) NORTHEAST FORM THE CENTER OF THE HIGHWAY,
 CQ3485'6.7 M (22.0 FT) SOUTHWEST FROM A BARBED WIRE FENCE, 0.5 M (1.6 FT)
 CQ3485'NORTHEAST FROM THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT AND 0.5 M
 CQ3485'(1.6 FT) SOUTHWEST FROM THE EAST END OF THE WINGWALL.  THE MARK IS
 CQ3485'ABOUT LEVEL WITH THE HIGHWAY.
 CQ3485
 CQ3485                          STATION RECOVERY (1996)
 CQ3485
 CQ3485'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3486 ***********************************************************************
 CQ3486  DESIGNATION -  16 V 51
 CQ3486  PID         -  CQ3486
 CQ3486  STATE/COUNTY-  LA/DE SOTO
 CQ3486  USGS QUAD   -  GRAND CANE (1994)
 CQ3486
 CQ3486                         *CURRENT SURVEY CONTROL
 CQ3486  ___________________________________________________________________
 CQ3486* NAD 83(1986)-  32 04 32.     (N)    093 47 59.     (W)     SCALED    
 CQ3486* NAVD 88     -        93.871  (meters)     307.98   (feet)  ADJUSTED  
 CQ3486  ___________________________________________________________________
 CQ3486  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3486  DYNAMIC HT  -          93.762 (meters)     307.62  (feet)  COMP
 CQ3486  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 CQ3486
 CQ3486  VERT ORDER  -  SECOND    CLASS I
 CQ3486
 CQ3486.The horizontal coordinates were scaled from a topographic map and have
 CQ3486.an estimated accuracy of +/- 6 seconds.
 CQ3486
 CQ3486.The orthometric height was determined by differential leveling
 CQ3486.and adjusted by the National Geodetic Survey in February 1994..
 CQ3486
 CQ3486.The geoid height was determined by GEOID03.
 CQ3486
 CQ3486.The dynamic height is computed by dividing the NAVD 88
 CQ3486.geopotential number by the normal gravity value computed on the
 CQ3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3486.degrees latitude (g = 980.6199 gals.).
 CQ3486
 CQ3486.The modeled gravity was interpolated from observed gravity values.
 CQ3486
 CQ3486;                    North         East    Units  Estimated Accuracy
 CQ3486;SPC LA N     -   175,430.      877,300.      MT  (+/- 180 meters Scaled)
 CQ3486
 CQ3486                          SUPERSEDED SURVEY CONTROL
 CQ3486
 CQ3486.No superseded survey control is available for this station.
 CQ3486
 CQ3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR245490(NAD 83)
 CQ3486_MARKER: DD = SURVEY DISK
 CQ3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3486_SP_SET: CONCRETE POST
 CQ3486_STAMPING: 16V51 1987
 CQ3486_MARK LOGO: LADTD 
 CQ3486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3486+STABILITY: SURFACE MOTION
 CQ3486
 CQ3486  HISTORY     - Date     Condition        Report By
 CQ3486  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3486  HISTORY     - 19960907 GOOD             USPSQD
 CQ3486
 CQ3486                          STATION DESCRIPTION
 CQ3486
 CQ3486'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3486'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3486'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 9.7 KM
 CQ3486'(6.0 MI) ON U S HIGHWAY 171 TO THE MARK ON THE RIGHT, ACROSS THE
 CQ3486'HIGHWAY FROM THE GRAND CANE AUCTION BARN.
 CQ3486'THE MARK IS 11.6 M (38.1 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 CQ3486'HIGHWAY, 3.2 M (10.5 FT) SOUTHEAST FROM A 48-INCH OAK TREE, 0.8 M
 CQ3486'(2.6 FT) SOUTH-SOUTHWEST FROM THE RIGHT-OF-WAY FENCE AND 0.6 M
 CQ3486'(2.0 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 CQ3486
 CQ3486                          STATION RECOVERY (1996)
 CQ3486
 CQ3486'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3487 ***********************************************************************
 CQ3487  DESIGNATION -  16 V 52
 CQ3487  PID         -  CQ3487
 CQ3487  STATE/COUNTY-  LA/DE SOTO
 CQ3487  USGS QUAD   -  GRAND CANE (1994)
 CQ3487
 CQ3487                         *CURRENT SURVEY CONTROL
 CQ3487  ___________________________________________________________________
 CQ3487* NAD 83(1986)-  32 03 52.     (N)    093 46 51.     (W)     SCALED    
 CQ3487* NAVD 88     -        99.410  (meters)     326.15   (feet)  ADJUSTED  
 CQ3487  ___________________________________________________________________
 CQ3487  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3487  DYNAMIC HT  -          99.294 (meters)     325.77  (feet)  COMP
 CQ3487  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 CQ3487
 CQ3487  VERT ORDER  -  SECOND    CLASS I
 CQ3487
 CQ3487.The horizontal coordinates were scaled from a topographic map and have
 CQ3487.an estimated accuracy of +/- 6 seconds.
 CQ3487
 CQ3487.The orthometric height was determined by differential leveling
 CQ3487.and adjusted by the National Geodetic Survey in February 1994..
 CQ3487
 CQ3487.The geoid height was determined by GEOID03.
 CQ3487
 CQ3487.The dynamic height is computed by dividing the NAVD 88
 CQ3487.geopotential number by the normal gravity value computed on the
 CQ3487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3487.degrees latitude (g = 980.6199 gals.).
 CQ3487
 CQ3487.The modeled gravity was interpolated from observed gravity values.
 CQ3487
 CQ3487;                    North         East    Units  Estimated Accuracy
 CQ3487;SPC LA N     -   174,170.      879,070.      MT  (+/- 180 meters Scaled)
 CQ3487
 CQ3487                          SUPERSEDED SURVEY CONTROL
 CQ3487
 CQ3487.No superseded survey control is available for this station.
 CQ3487
 CQ3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR262478(NAD 83)
 CQ3487_MARKER: DD = SURVEY DISK
 CQ3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3487_SP_SET: CONCRETE POST
 CQ3487_STAMPING: 16V52 1987
 CQ3487_MARK LOGO: LADTD 
 CQ3487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3487+STABILITY: SURFACE MOTION
 CQ3487
 CQ3487  HISTORY     - Date     Condition        Report By
 CQ3487  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3487  HISTORY     - 19960907 GOOD             USPSQD
 CQ3487
 CQ3487                          STATION DESCRIPTION
 CQ3487
 CQ3487'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3487'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3487'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 7.8 KM
 CQ3487'(4.8 MI) TO THE MARK ON THE RIGHT SET NEAR THE ENTRANCE TO A FIELD.
 CQ3487'THE MARK IS 11.4 M (37.4 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 8.7
 CQ3487'M (28.5 FT) EAST FROM THE CENTER OF THE ENTRANCE TO THE FIELD, 7.2 M
 CQ3487'(23.6 FT) WEST-SOUTHWEST FROM A 24-INCH WATER OAD TREE, 0.6 M
 CQ3487'(2.0 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE AND 0.5 M (1.6 FT) SOUTH
 CQ3487'FROM A WITNESS POST.
 CQ3487
 CQ3487                          STATION RECOVERY (1996)
 CQ3487
 CQ3487'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3489 ***********************************************************************
 CQ3489  DESIGNATION -  16 V 53
 CQ3489  PID         -  CQ3489
 CQ3489  STATE/COUNTY-  LA/DE SOTO
 CQ3489  USGS QUAD   -  GRAND CANE (1994)
 CQ3489
 CQ3489                         *CURRENT SURVEY CONTROL
 CQ3489  ___________________________________________________________________
 CQ3489* NAD 83(1986)-  32 03 52.     (N)    093 45 54.     (W)     SCALED    
 CQ3489* NAVD 88     -       100.763  (meters)     330.59   (feet)  ADJUSTED  
 CQ3489  ___________________________________________________________________
 CQ3489  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3489  DYNAMIC HT  -         100.647 (meters)     330.21  (feet)  COMP
 CQ3489  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 CQ3489
 CQ3489  VERT ORDER  -  SECOND    CLASS I
 CQ3489
 CQ3489.The horizontal coordinates were scaled from a topographic map and have
 CQ3489.an estimated accuracy of +/- 6 seconds.
 CQ3489
 CQ3489.The orthometric height was determined by differential leveling
 CQ3489.and adjusted by the National Geodetic Survey in February 1994..
 CQ3489
 CQ3489.The geoid height was determined by GEOID03.
 CQ3489
 CQ3489.The dynamic height is computed by dividing the NAVD 88
 CQ3489.geopotential number by the normal gravity value computed on the
 CQ3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3489.degrees latitude (g = 980.6199 gals.).
 CQ3489
 CQ3489.The modeled gravity was interpolated from observed gravity values.
 CQ3489
 CQ3489;                    North         East    Units  Estimated Accuracy
 CQ3489;SPC LA N     -   174,160.      880,560.      MT  (+/- 180 meters Scaled)
 CQ3489
 CQ3489                          SUPERSEDED SURVEY CONTROL
 CQ3489
 CQ3489.No superseded survey control is available for this station.
 CQ3489
 CQ3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR277478(NAD 83)
 CQ3489_MARKER: DD = SURVEY DISK
 CQ3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3489_SP_SET: CONCRETE POST
 CQ3489_STAMPING: 16V53 1987
 CQ3489_MARK LOGO: LADTD 
 CQ3489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3489+STABILITY: SURFACE MOTION
 CQ3489
 CQ3489  HISTORY     - Date     Condition        Report By
 CQ3489  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3489  HISTORY     - 19960907 GOOD             USPSQD
 CQ3489
 CQ3489                          STATION DESCRIPTION
 CQ3489
 CQ3489'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3489'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3489'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 6.3 KM
 CQ3489'(3.9 MI) TO THE MARK ON THE RIGHT NEAR THE FENCE AROUND THE DE SOTO
 CQ3489'PARISH AIRPORT.
 CQ3489'THE MARK IS 35.4 M (116.1 FT) WEST FROM A POWER POLE WITH A
 CQ3489'TRANSFORMER ATTACHED, 14.3 M (46.9 FT) NORTH FROM THE CENTER OF THE
 CQ3489'HIGHWAY, 5.5 M (18.0 FT) WEST FROM A CHAIN LINK FENCE CORNER, 0.5 M
 CQ3489'(1.6 FT) SOUTH FROM THE FENCE AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS
 CQ3489'POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 CQ3489'HIGHWAY.
 CQ3489
 CQ3489                          STATION RECOVERY (1996)
 CQ3489
 CQ3489'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3490 ***********************************************************************
 CQ3490  DESIGNATION -  16 V 54
 CQ3490  PID         -  CQ3490
 CQ3490  STATE/COUNTY-  LA/DE SOTO
 CQ3490  USGS QUAD   -  MANSFIELD (1994)
 CQ3490
 CQ3490                         *CURRENT SURVEY CONTROL
 CQ3490  ___________________________________________________________________
 CQ3490* NAD 83(1986)-  32 03 14.     (N)    093 44 59.     (W)     SCALED    
 CQ3490* NAVD 88     -        99.123  (meters)     325.21   (feet)  ADJUSTED  
 CQ3490  ___________________________________________________________________
 CQ3490  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3490  DYNAMIC HT  -          99.009 (meters)     324.83  (feet)  COMP
 CQ3490  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 CQ3490
 CQ3490  VERT ORDER  -  SECOND    CLASS I
 CQ3490
 CQ3490.The horizontal coordinates were scaled from a topographic map and have
 CQ3490.an estimated accuracy of +/- 6 seconds.
 CQ3490
 CQ3490.The orthometric height was determined by differential leveling
 CQ3490.and adjusted by the National Geodetic Survey in February 1994..
 CQ3490
 CQ3490.The geoid height was determined by GEOID03.
 CQ3490
 CQ3490.The dynamic height is computed by dividing the NAVD 88
 CQ3490.geopotential number by the normal gravity value computed on the
 CQ3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3490.degrees latitude (g = 980.6199 gals.).
 CQ3490
 CQ3490.The modeled gravity was interpolated from observed gravity values.
 CQ3490
 CQ3490;                    North         East    Units  Estimated Accuracy
 CQ3490;SPC LA N     -   172,970.      881,990.      MT  (+/- 180 meters Scaled)
 CQ3490
 CQ3490                          SUPERSEDED SURVEY CONTROL
 CQ3490
 CQ3490.No superseded survey control is available for this station.
 CQ3490
 CQ3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR292466(NAD 83)
 CQ3490_MARKER: DD = SURVEY DISK
 CQ3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3490_SP_SET: CONCRETE POST
 CQ3490_STAMPING: 16V54 1987
 CQ3490_MARK LOGO: LADTD 
 CQ3490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3490+STABILITY: SURFACE MOTION
 CQ3490
 CQ3490  HISTORY     - Date     Condition        Report By
 CQ3490  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3490  HISTORY     - 19961116 GOOD             USPSQD
 CQ3490
 CQ3490                          STATION DESCRIPTION
 CQ3490
 CQ3490'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3490'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3490'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 4.7 KM
 CQ3490'(2.9 MI) ON U S HIGHWAY 171 TO THE MARK ON THE LEFT SET NEAR A DRIVE.
 CQ3490'THE MARK IS 12.8 M (42.0 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 CQ3490'11.3 M (37.1 FT) NORTHWEST FROM POWER POLE NUMBER 495, 6.4 M
 CQ3490'(21.0 FT) NORTHWEST FROM THE CENTER OF THE DRIVE, 0.3 M (1.0 FT)
 CQ3490'NORTHEAST FROM A BARBED WIRE FENCE AND 0.3 M (1.0 FT) NORTHEAST FROM A
 CQ3490'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 CQ3490'THE HIGHWAY.
 CQ3490
 CQ3490                          STATION RECOVERY (1996)
 CQ3490
 CQ3490'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3491 ***********************************************************************
 CQ3491  DESIGNATION -  16 V 55
 CQ3491  PID         -  CQ3491
 CQ3491  STATE/COUNTY-  LA/DE SOTO
 CQ3491  USGS QUAD   -  MANSFIELD (1994)
 CQ3491
 CQ3491                         *CURRENT SURVEY CONTROL
 CQ3491  ___________________________________________________________________
 CQ3491* NAD 83(1986)-  32 03 11.     (N)    093 44 23.     (W)     SCALED    
 CQ3491* NAVD 88     -        74.375  (meters)     244.01   (feet)  ADJUSTED  
 CQ3491  ___________________________________________________________________
 CQ3491  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ3491  DYNAMIC HT  -          74.289 (meters)     243.73  (feet)  COMP
 CQ3491  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 CQ3491
 CQ3491  VERT ORDER  -  SECOND    CLASS I
 CQ3491
 CQ3491.The horizontal coordinates were scaled from a topographic map and have
 CQ3491.an estimated accuracy of +/- 6 seconds.
 CQ3491
 CQ3491.The orthometric height was determined by differential leveling
 CQ3491.and adjusted by the National Geodetic Survey in February 1994..
 CQ3491
 CQ3491.The geoid height was determined by GEOID03.
 CQ3491
 CQ3491.The dynamic height is computed by dividing the NAVD 88
 CQ3491.geopotential number by the normal gravity value computed on the
 CQ3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3491.degrees latitude (g = 980.6199 gals.).
 CQ3491
 CQ3491.The modeled gravity was interpolated from observed gravity values.
 CQ3491
 CQ3491;                    North         East    Units  Estimated Accuracy
 CQ3491;SPC LA N     -   172,870.      882,930.      MT  (+/- 180 meters Scaled)
 CQ3491
 CQ3491                          SUPERSEDED SURVEY CONTROL
 CQ3491
 CQ3491.No superseded survey control is available for this station.
 CQ3491
 CQ3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR301465(NAD 83)
 CQ3491_MARKER: DD = SURVEY DISK
 CQ3491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ3491_SP_SET: BRIDGE WINGWALL
 CQ3491_STAMPING: 16V55 1987
 CQ3491_MARK LOGO: LADTD 
 CQ3491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ3491
 CQ3491  HISTORY     - Date     Condition        Report By
 CQ3491  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3491  HISTORY     - 19961116 GOOD             USPSQD
 CQ3491
 CQ3491                          STATION DESCRIPTION
 CQ3491
 CQ3491'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3491'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3491'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 3.5 KM
 CQ3491'(2.2 MI) ON U S HIGHWAY 171 TO THE MARK ON THE LEFT IN THE SOUTHWEST
 CQ3491'WINGWALL OF BRIDGE NUMBER 0250062231.
 CQ3491'THE MARK IS 26.8 M (87.9 FT) NORTH FROM POWER POLE NUMBER 42, 6.6 M
 CQ3491'(21.7 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 0.5 M
 CQ3491'(1.6 FT) NORTH-NORTHEAST FROM THE WEST END OF THE WINGWALL AND 0.5 M
 CQ3491'(1.6 FT) SOUTH FROM THE SOUTHWEST ABUTMENT.  THE MARK IS ABOUT LEVEL
 CQ3491'WITH THE HIGHWAY.
 CQ3491
 CQ3491                          STATION RECOVERY (1996)
 CQ3491
 CQ3491'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3492 ***********************************************************************
 CQ3492  DESIGNATION -  16 V 56
 CQ3492  PID         -  CQ3492
 CQ3492  STATE/COUNTY-  LA/DE SOTO
 CQ3492  USGS QUAD   -  MANSFIELD (1994)
 CQ3492
 CQ3492                         *CURRENT SURVEY CONTROL
 CQ3492  ___________________________________________________________________
 CQ3492* NAD 83(1986)-  32 02 43.     (N)    093 43 43.     (W)     SCALED    
 CQ3492* NAVD 88     -       101.038  (meters)     331.49   (feet)  ADJUSTED  
 CQ3492  ___________________________________________________________________
 CQ3492  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ3492  DYNAMIC HT  -         100.920 (meters)     331.10  (feet)  COMP
 CQ3492  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 CQ3492
 CQ3492  VERT ORDER  -  SECOND    CLASS I
 CQ3492
 CQ3492.The horizontal coordinates were scaled from a topographic map and have
 CQ3492.an estimated accuracy of +/- 6 seconds.
 CQ3492
 CQ3492.The orthometric height was determined by differential leveling
 CQ3492.and adjusted by the National Geodetic Survey in February 1994..
 CQ3492
 CQ3492.The geoid height was determined by GEOID03.
 CQ3492
 CQ3492.The dynamic height is computed by dividing the NAVD 88
 CQ3492.geopotential number by the normal gravity value computed on the
 CQ3492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3492.degrees latitude (g = 980.6199 gals.).
 CQ3492
 CQ3492.The modeled gravity was interpolated from observed gravity values.
 CQ3492
 CQ3492;                    North         East    Units  Estimated Accuracy
 CQ3492;SPC LA N     -   171,990.      883,970.      MT  (+/- 180 meters Scaled)
 CQ3492
 CQ3492                          SUPERSEDED SURVEY CONTROL
 CQ3492
 CQ3492.No superseded survey control is available for this station.
 CQ3492
 CQ3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR312456(NAD 83)
 CQ3492_MARKER: DD = SURVEY DISK
 CQ3492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3492_SP_SET: CONCRETE POST
 CQ3492_STAMPING: 16V56 1987
 CQ3492_MARK LOGO: LADTD 
 CQ3492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3492+STABILITY: SURFACE MOTION
 CQ3492
 CQ3492  HISTORY     - Date     Condition        Report By
 CQ3492  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3492  HISTORY     - 19961116 GOOD             USPSQD
 CQ3492
 CQ3492                          STATION DESCRIPTION
 CQ3492
 CQ3492'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3492'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3492'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 2.1 KM
 CQ3492'(1.3 MI) ON HIGHWAY 171 TO THE MARK ON THE RIGHT JUST PAST THE VFW
 CQ3492'HALL,  24.5 M (80.4 FT) SOUTHEAST FROM THE CENTER OF THE DRIVE
 CQ3492'LEADING INTO THE WOODS, 14.2 M (46.6 FT) NORTHEAST FROM THE CENTER OF
 CQ3492'THE HIGHWAY, 1.4 M (4.6 FT) SOUTHWEST FROM A WITNESS POST AND 0.9 M
 CQ3492'(3.0 FT) NORTHEAST FROM POWER POLE NUMBER 25.  THE MARK IS FLUSH WITH
 CQ3492'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3492
 CQ3492                          STATION RECOVERY (1996)
 CQ3492
 CQ3492'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3493 ***********************************************************************
 CQ3493  DESIGNATION -  16 V 57
 CQ3493  PID         -  CQ3493
 CQ3493  STATE/COUNTY-  LA/DE SOTO
 CQ3493  USGS QUAD   -  MANSFIELD (1994)
 CQ3493
 CQ3493                         *CURRENT SURVEY CONTROL
 CQ3493  ___________________________________________________________________
 CQ3493* NAD 83(1986)-  32 02 29.     (N)    093 42 45.     (W)     SCALED    
 CQ3493* NAVD 88     -       104.447  (meters)     342.67   (feet)  ADJUSTED  
 CQ3493  ___________________________________________________________________
 CQ3493  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3493  DYNAMIC HT  -         104.326 (meters)     342.28  (feet)  COMP
 CQ3493  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 CQ3493
 CQ3493  VERT ORDER  -  SECOND    CLASS I
 CQ3493
 CQ3493.The horizontal coordinates were scaled from a topographic map and have
 CQ3493.an estimated accuracy of +/- 6 seconds.
 CQ3493
 CQ3493.The orthometric height was determined by differential leveling
 CQ3493.and adjusted by the National Geodetic Survey in February 1994..
 CQ3493
 CQ3493.The geoid height was determined by GEOID03.
 CQ3493
 CQ3493.The dynamic height is computed by dividing the NAVD 88
 CQ3493.geopotential number by the normal gravity value computed on the
 CQ3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3493.degrees latitude (g = 980.6199 gals.).
 CQ3493
 CQ3493.The modeled gravity was interpolated from observed gravity values.
 CQ3493
 CQ3493;                    North         East    Units  Estimated Accuracy
 CQ3493;SPC LA N     -   171,540.      885,490.      MT  (+/- 180 meters Scaled)
 CQ3493
 CQ3493                          SUPERSEDED SURVEY CONTROL
 CQ3493
 CQ3493.No superseded survey control is available for this station.
 CQ3493
 CQ3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR327452(NAD 83)
 CQ3493_MARKER: DD = SURVEY DISK
 CQ3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3493_SP_SET: CONCRETE POST
 CQ3493_STAMPING: 16V57 1987
 CQ3493_MARK LOGO: LADTD 
 CQ3493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3493+STABILITY: SURFACE MOTION
 CQ3493
 CQ3493  HISTORY     - Date     Condition        Report By
 CQ3493  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3493  HISTORY     - 19961116 GOOD             USPSQD
 CQ3493
 CQ3493                          STATION DESCRIPTION
 CQ3493
 CQ3493'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3493'THE MARK IS LOCATED 0.5 KM (0.3 MI) NORTH OF THE COURTHOUSE IN
 CQ3493'MANSFIELD, AT THE NABORS TRAILER COMPANY AT A 90 DEGREE TURN IN THE
 CQ3493'HIGHWAY.  OWNERSHIP--LOUISIAIA DEPARTMENT OF TRANSPORTATION AND
 CQ3493'DEVELOPMENT.
 CQ3493'THE MARK IS 11 M (36.1 FT) WEST FROM THE CENTER OF GEORGE HUNT ROAD,
 CQ3493'10.1 METERS NORTH FROM THE CENTER OF THE HIGHWAY, 1.5 M (4.9 FT) WEST
 CQ3493'FROM A CHAIN LINK FENCE, 0.9 M (3.0 FT) NORTH FROM POWER POLE NUMBER
 CQ3493'1095, 0.5 M (1.6 FT) SOUTH FROM A CHAIN LINK FENCE AND 0.3 M
 CQ3493'(1.0 FT) SOUTH FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE
 CQ3493'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3493
 CQ3493                          STATION RECOVERY (1996)
 CQ3493
 CQ3493'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3494 ***********************************************************************
 CQ3494  DESIGNATION -  16 V 58
 CQ3494  PID         -  CQ3494
 CQ3494  STATE/COUNTY-  LA/DE SOTO
 CQ3494  USGS QUAD   -  MANSFIELD (1994)
 CQ3494
 CQ3494                         *CURRENT SURVEY CONTROL
 CQ3494  ___________________________________________________________________
 CQ3494* NAD 83(1986)-  32 01 07.     (N)    093 42 51.     (W)     SCALED    
 CQ3494* NAVD 88     -       107.113  (meters)     351.42   (feet)  ADJUSTED  
 CQ3494  ___________________________________________________________________
 CQ3494  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3494  DYNAMIC HT  -         106.989 (meters)     351.01  (feet)  COMP
 CQ3494  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CQ3494
 CQ3494  VERT ORDER  -  SECOND    CLASS I
 CQ3494
 CQ3494.The horizontal coordinates were scaled from a topographic map and have
 CQ3494.an estimated accuracy of +/- 6 seconds.
 CQ3494
 CQ3494.The orthometric height was determined by differential leveling
 CQ3494.and adjusted by the National Geodetic Survey in February 1994..
 CQ3494
 CQ3494.The geoid height was determined by GEOID03.
 CQ3494
 CQ3494.The dynamic height is computed by dividing the NAVD 88
 CQ3494.geopotential number by the normal gravity value computed on the
 CQ3494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3494.degrees latitude (g = 980.6199 gals.).
 CQ3494
 CQ3494.The modeled gravity was interpolated from observed gravity values.
 CQ3494
 CQ3494;                    North         East    Units  Estimated Accuracy
 CQ3494;SPC LA N     -   169,020.      885,310.      MT  (+/- 180 meters Scaled)
 CQ3494
 CQ3494                          SUPERSEDED SURVEY CONTROL
 CQ3494
 CQ3494.No superseded survey control is available for this station.
 CQ3494
 CQ3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR325427(NAD 83)
 CQ3494_MARKER: DD = SURVEY DISK
 CQ3494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3494_SP_SET: CONCRETE POST
 CQ3494_STAMPING: 16V58 1987
 CQ3494_MARK LOGO: LADTD 
 CQ3494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3494+STABILITY: SURFACE MOTION
 CQ3494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3494+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ3494
 CQ3494  HISTORY     - Date     Condition        Report By
 CQ3494  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3494  HISTORY     - 19961116 GOOD             USPSQD
 CQ3494
 CQ3494                          STATION DESCRIPTION
 CQ3494
 CQ3494'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3494'THE STATION IS LOCATED IN THE SOUTHERN PART OF MANSFIELD.
 CQ3494'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3494'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 CQ3494'THE COURTHOUSE IN MANSFIELD GO SOUTH FOR 2.4 KM (1.5 MI) ON HIGHWAY
 CQ3494'171 TO THE STATION ON THE RIGHT SET NEAR A POWER POLE.
 CQ3494'THE STATION IS 28.9 M (94.8 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 CQ3494'A CONCRETE BLOCK BUILDING, 10.1 M (33.1 FT) SOUTH FROM THE CENTER OF
 CQ3494'A SHELL ROAD, 7.5 M (24.6 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 CQ3494'2.0 M (6.6 FT) NORTH-NORTHEAST FROM POWER POLE 29526-29527 AND 0.3 M
 CQ3494'(1.0 FT) EAST FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE
 CQ3494'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3494
 CQ3494                          STATION RECOVERY (1996)
 CQ3494
 CQ3494'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3113 ***********************************************************************
 BX3113  DESIGNATION -  16 V 59
 BX3113  PID         -  BX3113
 BX3113  STATE/COUNTY-  LA/DE SOTO
 BX3113  USGS QUAD   -  TRENTON (1995)
 BX3113
 BX3113                         *CURRENT SURVEY CONTROL
 BX3113  ___________________________________________________________________
 BX3113* NAD 83(1986)-  31 58 53.     (N)    093 42 53.     (W)     SCALED    
 BX3113* NAVD 88     -       103.064  (meters)     338.14   (feet)  ADJUSTED  
 BX3113  ___________________________________________________________________
 BX3113  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX3113  DYNAMIC HT  -         102.944 (meters)     337.74  (feet)  COMP
 BX3113  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 BX3113
 BX3113  VERT ORDER  -  SECOND    CLASS I
 BX3113
 BX3113.The horizontal coordinates were scaled from a topographic map and have
 BX3113.an estimated accuracy of +/- 6 seconds.
 BX3113
 BX3113.The orthometric height was determined by differential leveling
 BX3113.and adjusted by the National Geodetic Survey in February 1994..
 BX3113
 BX3113.The geoid height was determined by GEOID03.
 BX3113
 BX3113.The dynamic height is computed by dividing the NAVD 88
 BX3113.geopotential number by the normal gravity value computed on the
 BX3113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3113.degrees latitude (g = 980.6199 gals.).
 BX3113
 BX3113.The modeled gravity was interpolated from observed gravity values.
 BX3113
 BX3113;                    North         East    Units  Estimated Accuracy
 BX3113;SPC LA N     -   164,890.      885,210.      MT  (+/- 180 meters Scaled)
 BX3113
 BX3113                          SUPERSEDED SURVEY CONTROL
 BX3113
 BX3113.No superseded survey control is available for this station.
 BX3113
 BX3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR324385(NAD 83)
 BX3113_MARKER: DD = SURVEY DISK
 BX3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3113_SP_SET: CONCRETE POST
 BX3113_STAMPING: 16V59 1987
 BX3113_MARK LOGO: LADTD 
 BX3113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3113+STABILITY: SURFACE MOTION
 BX3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3113+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3113
 BX3113  HISTORY     - Date     Condition        Report By
 BX3113  HISTORY     - 1987     MONUMENTED       LADTD
 BX3113  HISTORY     - 19970112 GOOD             USPSQD
 BX3113
 BX3113                          STATION DESCRIPTION
 BX3113
 BX3113'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3113'THE STATION IS LOCATED 6.6 KM (4.1 MI) SOUTH OF MANSFIELD.
 BX3113'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND 84 AT
 BX3113'THE COURTHOUSE IN MANSFIELD GO SOUTH FOR 6.6 KM (4.1 MI) ON HIGHWAY
 BX3113'171 TO THE STATION ON THE RIGHT.
 BX3113'THE STATION IS 18.4 M (60.4 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BX3113'7.6 M (24.9 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVE LEADING TO A
 BX3113'BRICK HOUSE, 1.2 M (3.9 FT) SOUTH FROM POWER POLE NUMBER 73 AND 0.5 M
 BX3113'(1.6 FT) EAST FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE
 BX3113'GROUND AND 1.5 M (4.9 FT) ABOVE THE HIGHWAY.
 BX3113
 BX3113                          STATION RECOVERY (1997)
 BX3113
 BX3113'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2548 ***********************************************************************
 BX2548  DESIGNATION -  16 V 6 LADH
 BX2548  PID         -  BX2548
 BX2548  STATE/COUNTY-  LA/DE SOTO
 BX2548  USGS QUAD   -  PELICAN (1992)
 BX2548
 BX2548                         *CURRENT SURVEY CONTROL
 BX2548  ___________________________________________________________________
 BX2548* NAD 83(1986)-  31 56 13.     (N)    093 35 19.     (W)     SCALED    
 BX2548* NAVD 88     -       101.115  (meters)     331.74   (feet)  ADJUSTED  
 BX2548  ___________________________________________________________________
 BX2548  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX2548  DYNAMIC HT  -         100.996 (meters)     331.35  (feet)  COMP
 BX2548  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 BX2548
 BX2548  VERT ORDER  -  SECOND    CLASS II
 BX2548
 BX2548.The horizontal coordinates were scaled from a topographic map and have
 BX2548.an estimated accuracy of +/- 6 seconds.
 BX2548
 BX2548.The orthometric height was determined by differential leveling
 BX2548.and adjusted by the National Geodetic Survey in February 1994..
 BX2548
 BX2548.The geoid height was determined by GEOID03.
 BX2548
 BX2548.The dynamic height is computed by dividing the NAVD 88
 BX2548.geopotential number by the normal gravity value computed on the
 BX2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2548.degrees latitude (g = 980.6199 gals.).
 BX2548
 BX2548.The modeled gravity was interpolated from observed gravity values.
 BX2548
 BX2548;                    North         East    Units  Estimated Accuracy
 BX2548;SPC LA N     -   159,840.      897,070.      MT  (+/- 180 meters Scaled)
 BX2548
 BX2548                          SUPERSEDED SURVEY CONTROL
 BX2548
 BX2548.No superseded survey control is available for this station.
 BX2548
 BX2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR443335(NAD 83)
 BX2548_MARKER: DB = BENCH MARK DISK
 BX2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2548_SP_SET: CONCRETE POST
 BX2548_STAMPING: 16V6 1969
 BX2548_MARK LOGO: LADH  
 BX2548_PROJECTION: FLUSH
 BX2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2548+STABILITY: SURFACE MOTION
 BX2548
 BX2548  HISTORY     - Date     Condition        Report By
 BX2548  HISTORY     - 1969     MONUMENTED       LADH
 BX2548  HISTORY     - 1981     GOOD             LADTD
 BX2548  HISTORY     - 19970112 GOOD             USPSQD
 BX2548
 BX2548                          STATION DESCRIPTION
 BX2548
 BX2548'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2548'15.6 KM (9.7 MI) SE FROM MANSFIELD.
 BX2548'ABOUT 16.4 KM (10.2 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 BX2548'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE RIGHT AT CARNAHANS
 BX2548'STORE AT THE INTERSECTION OF STATE HIGHWAYS 175 AND 346, 33.5 METERS
 BX2548'(110 FT) WEST OF STATE HIGHWAY 175, 16.2 METERS (53 FT) NORTH OF A
 BX2548'GARAGE, 1.4 METERS (4.5 FT) EAST OF A PUMP HOUSE, 0.61 METER (2 FT)
 BX2548'SOUTH OF A FENCE.
 BX2548'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BX2548'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 BX2548
 BX2548                          STATION RECOVERY (1997)
 BX2548
 BX2548'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3114 ***********************************************************************
 BX3114  DESIGNATION -  16 V 60
 BX3114  PID         -  BX3114
 BX3114  STATE/COUNTY-  LA/DE SOTO
 BX3114  USGS QUAD   -  TRENTON (1995)
 BX3114
 BX3114                         *CURRENT SURVEY CONTROL
 BX3114  ___________________________________________________________________
 BX3114* NAD 83(1986)-  31 57 33.     (N)    093 43 13.     (W)     SCALED    
 BX3114* NAVD 88     -       104.238  (meters)     341.99   (feet)  ADJUSTED  
 BX3114  ___________________________________________________________________
 BX3114  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX3114  DYNAMIC HT  -         104.117 (meters)     341.59  (feet)  COMP
 BX3114  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 BX3114
 BX3114  VERT ORDER  -  SECOND    CLASS I
 BX3114
 BX3114.The horizontal coordinates were scaled from a topographic map and have
 BX3114.an estimated accuracy of +/- 6 seconds.
 BX3114
 BX3114.The orthometric height was determined by differential leveling
 BX3114.and adjusted by the National Geodetic Survey in February 1994..
 BX3114
 BX3114.The geoid height was determined by GEOID03.
 BX3114
 BX3114.The dynamic height is computed by dividing the NAVD 88
 BX3114.geopotential number by the normal gravity value computed on the
 BX3114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3114.degrees latitude (g = 980.6199 gals.).
 BX3114
 BX3114.The modeled gravity was interpolated from observed gravity values.
 BX3114
 BX3114;                    North         East    Units  Estimated Accuracy
 BX3114;SPC LA N     -   162,430.      884,650.      MT  (+/- 180 meters Scaled)
 BX3114
 BX3114                          SUPERSEDED SURVEY CONTROL
 BX3114
 BX3114.No superseded survey control is available for this station.
 BX3114
 BX3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR319361(NAD 83)
 BX3114_MARKER: DD = SURVEY DISK
 BX3114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3114_SP_SET: HEADWALL
 BX3114_STAMPING: 16V60 1987
 BX3114_MARK LOGO: LADTD 
 BX3114_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3114+STABILITY: SURFACE MOTION
 BX3114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3114+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3114
 BX3114  HISTORY     - Date     Condition        Report By
 BX3114  HISTORY     - 1987     MONUMENTED       LADTD
 BX3114  HISTORY     - 19970112 GOOD             USPSQD
 BX3114
 BX3114                          STATION DESCRIPTION
 BX3114
 BX3114'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3114'THE STAITON IS LOCATED ABOUT 9.5 KM (5.9 MI) SOUTH OF MANSFIELD.
 BX3114'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3114'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3114'THE COURTHOUSE IN MANSFIELD GO SOUTH FOR 9.5 KM (5.9 MI) ON HIGHWAY
 BX3114'171 TO THE STATION ON THE LEFT SET IN THE NORTH END OF A HEADWALL.
 BX3114'THE STATION IS 7.0 M (23.0 FT) NORTH-NORTHWEST FROM THE SOUTH END OF
 BX3114'THE HEADWALL, 6.7 M (22.0 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BX3114'0.7 M (2.3 FT) SOUTH-SOUTHEAST FROM THE NORTH END OF THE HEADWALL AND
 BX3114'0.3 M (1.0 FT) SOUTHWEST FROM A WITNESS POST.  THE STATION IS ABOUT
 BX3114'LEVEL WITH THE HIGHWAY.
 BX3114
 BX3114                          STATION RECOVERY (1997)
 BX3114
 BX3114'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3115 ***********************************************************************
 BX3115  DESIGNATION -  16 V 61
 BX3115  PID         -  BX3115
 BX3115  STATE/COUNTY-  LA/DE SOTO
 BX3115  USGS QUAD   -  TRENTON (1995)
 BX3115
 BX3115                         *CURRENT SURVEY CONTROL
 BX3115  ___________________________________________________________________
 BX3115* NAD 83(1986)-  31 56 36.     (N)    093 43 07.     (W)     SCALED    
 BX3115* NAVD 88     -       108.040  (meters)     354.46   (feet)  ADJUSTED  
 BX3115  ___________________________________________________________________
 BX3115  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX3115  DYNAMIC HT  -         107.914 (meters)     354.05  (feet)  COMP
 BX3115  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 BX3115
 BX3115  VERT ORDER  -  SECOND    CLASS I
 BX3115
 BX3115.The horizontal coordinates were scaled from a topographic map and have
 BX3115.an estimated accuracy of +/- 6 seconds.
 BX3115
 BX3115.The orthometric height was determined by differential leveling
 BX3115.and adjusted by the National Geodetic Survey in February 1994..
 BX3115
 BX3115.The geoid height was determined by GEOID03.
 BX3115
 BX3115.The dynamic height is computed by dividing the NAVD 88
 BX3115.geopotential number by the normal gravity value computed on the
 BX3115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3115.degrees latitude (g = 980.6199 gals.).
 BX3115
 BX3115.The modeled gravity was interpolated from observed gravity values.
 BX3115
 BX3115;                    North         East    Units  Estimated Accuracy
 BX3115;SPC LA N     -   160,680.      884,790.      MT  (+/- 180 meters Scaled)
 BX3115
 BX3115                          SUPERSEDED SURVEY CONTROL
 BX3115
 BX3115.No superseded survey control is available for this station.
 BX3115
 BX3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR320343(NAD 83)
 BX3115_MARKER: DD = SURVEY DISK
 BX3115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3115_SP_SET: CONCRETE POST
 BX3115_STAMPING: 16V61 1987
 BX3115_MARK LOGO: LADTD 
 BX3115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3115+STABILITY: SURFACE MOTION
 BX3115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3115+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3115
 BX3115  HISTORY     - Date     Condition        Report By
 BX3115  HISTORY     - 1987     MONUMENTED       LADTD
 BX3115  HISTORY     - 19970112 GOOD             USPSQD
 BX3115
 BX3115                          STATION DESCRIPTION
 BX3115
 BX3115'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3115'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3115'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3115'COURTHOUSE IN MANSFIELD GO SOUTH FOR 11.4 KM (7.1 MI) ON HIGHWAY 171
 BX3115'TO THE STATION ON THE RIGHT SET NEAR THE LAZY-H FEED STORE.
 BX3115'THE STATION IS 14.9 M (48.9 FT) WEST FROM THE CENTER OF THE HIGHWAY, 9
 BX3115'M (29.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE FEED STORE, 8.9 M
 BX3115'(29.2 FT) EAST FROM A 127.0 CM (50 INCH) OAK TREE, 0.9 M (3.0 FT)
 BX3115'EAST OF A FENCE CORNER AND 0.6 M (2.0 FT) EAST-NORTHEAST OF A WITNESS
 BX3115'POST.  THE STATION IS FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY.
 BX3115
 BX3115                          STATION RECOVERY (1997)
 BX3115
 BX3115'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3116 ***********************************************************************
 BX3116  DESIGNATION -  16 V 62
 BX3116  PID         -  BX3116
 BX3116  STATE/COUNTY-  LA/DE SOTO
 BX3116  USGS QUAD   -  TRENTON (1995)
 BX3116
 BX3116                         *CURRENT SURVEY CONTROL
 BX3116  ___________________________________________________________________
 BX3116* NAD 83(1986)-  31 55 39.     (N)    093 42 55.     (W)     SCALED    
 BX3116* NAVD 88     -        94.669  (meters)     310.59   (feet)  ADJUSTED  
 BX3116  ___________________________________________________________________
 BX3116  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX3116  DYNAMIC HT  -          94.559 (meters)     310.23  (feet)  COMP
 BX3116  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 BX3116
 BX3116  VERT ORDER  -  SECOND    CLASS I
 BX3116
 BX3116.The horizontal coordinates were scaled from a topographic map and have
 BX3116.an estimated accuracy of +/- 6 seconds.
 BX3116
 BX3116.The orthometric height was determined by differential leveling
 BX3116.and adjusted by the National Geodetic Survey in February 1994..
 BX3116
 BX3116.The geoid height was determined by GEOID03.
 BX3116
 BX3116.The dynamic height is computed by dividing the NAVD 88
 BX3116.geopotential number by the normal gravity value computed on the
 BX3116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3116.degrees latitude (g = 980.6199 gals.).
 BX3116
 BX3116.The modeled gravity was interpolated from observed gravity values.
 BX3116
 BX3116;                    North         East    Units  Estimated Accuracy
 BX3116;SPC LA N     -   158,920.      885,090.      MT  (+/- 180 meters Scaled)
 BX3116
 BX3116                          SUPERSEDED SURVEY CONTROL
 BX3116
 BX3116.No superseded survey control is available for this station.
 BX3116
 BX3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR323326(NAD 83)
 BX3116_MARKER: DD = SURVEY DISK
 BX3116_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3116_SP_SET: HEADWALL
 BX3116_STAMPING: 16V62 1987
 BX3116_MARK LOGO: LADTD 
 BX3116_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3116+STABILITY: SURFACE MOTION
 BX3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3116+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3116
 BX3116  HISTORY     - Date     Condition        Report By
 BX3116  HISTORY     - 1987     MONUMENTED       LADTD
 BX3116  HISTORY     - 19970112 GOOD             USPSQD
 BX3116
 BX3116                          STATION DESCRIPTION
 BX3116
 BX3116'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3116'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3116'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3116'THE COURTHOUSE IN MANSFIELD GO SOUTH FOR 13.2 KM (8.2 MI) ON HIGHWAY
 BX3116'171 TO THE STATION ON THE RIGHT SET IN THE SOUTH END OF A CONCRETE
 BX3116'HEADWALL,  9.1 M (29.9 FT) EAST FROM A FIVE STRAND BARBED WIRE
 BX3116'FENCE, 7.0 M (23.0 FT) WEST FROM THE CENTER OF THE HIGHWAY, 5.8 M
 BX3116'(19.0 FT) SOUTH FROM THE NORTH END OF THE HEADWALL, 0.3 M (1.0 FT)
 BX3116'NORTH FROM THE SOUTH END OF THE HEADWALL AND 0.2 M (0.7 FT) EAST FROM
 BX3116'A WITNESS POST.  THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL
 BX3116'OF THE HIGHWAY.
 BX3116
 BX3116                          STATION RECOVERY (1997)
 BX3116
 BX3116'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3117 ***********************************************************************
 BX3117  DESIGNATION -  16 V 63
 BX3117  PID         -  BX3117
 BX3117  STATE/COUNTY-  LA/DE SOTO
 BX3117  USGS QUAD   -  TRENTON (1995)
 BX3117
 BX3117                         *CURRENT SURVEY CONTROL
 BX3117  ___________________________________________________________________
 BX3117* NAD 83(1986)-  31 53 39.     (N)    093 42 25.     (W)     SCALED    
 BX3117* NAVD 88     -        85.678  (meters)     281.10   (feet)  ADJUSTED  
 BX3117  ___________________________________________________________________
 BX3117  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BX3117  DYNAMIC HT  -          85.577 (meters)     280.76  (feet)  COMP
 BX3117  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 BX3117
 BX3117  VERT ORDER  -  SECOND    CLASS I
 BX3117
 BX3117.The horizontal coordinates were scaled from a topographic map and have
 BX3117.an estimated accuracy of +/- 6 seconds.
 BX3117
 BX3117.The orthometric height was determined by differential leveling
 BX3117.and adjusted by the National Geodetic Survey in February 1994..
 BX3117
 BX3117.The geoid height was determined by GEOID03.
 BX3117
 BX3117.The dynamic height is computed by dividing the NAVD 88
 BX3117.geopotential number by the normal gravity value computed on the
 BX3117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3117.degrees latitude (g = 980.6199 gals.).
 BX3117
 BX3117.The modeled gravity was interpolated from observed gravity values.
 BX3117
 BX3117;                    North         East    Units  Estimated Accuracy
 BX3117;SPC LA N     -   155,210.      885,830.      MT  (+/- 180 meters Scaled)
 BX3117
 BX3117                          SUPERSEDED SURVEY CONTROL
 BX3117
 BX3117.No superseded survey control is available for this station.
 BX3117
 BX3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR331289(NAD 83)
 BX3117_MARKER: DD = SURVEY DISK
 BX3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3117_SP_SET: CONCRETE POST
 BX3117_STAMPING: 16V63 1987
 BX3117_MARK LOGO: LADTD 
 BX3117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3117+STABILITY: SURFACE MOTION
 BX3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3117+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3117
 BX3117  HISTORY     - Date     Condition        Report By
 BX3117  HISTORY     - 1987     MONUMENTED       LADTD
 BX3117  HISTORY     - 19970208 GOOD             USPSQD
 BX3117
 BX3117                          STATION DESCRIPTION
 BX3117
 BX3117'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3117'THE STATION IS LOCATED 17.0 KM (10.6 MI) SOUTH OF MANSFIELD.
 BX3117'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3117'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3117'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 17.0 KM (10.6 MI) ON
 BX3117'HIGHWAY 171 TO THE STATION ON THE LEFT.
 BX3117'THE STATION IS 13.6 M (44.6 FT) NORTHEAST FROM THE CENTER OF THE
 BX3117'HIGHWAY, 13.1 M (43.0 FT) SOUTHWEST FROM THE WEST RAIL OF THE
 BX3117'RAILROAD, 9.1 M (29.9 FT) SOUTH-SOUTHWEST FROM RAILROAD MILEPOST 602
 BX3117'AND 0.5 M (1.6 FT) SOUTHWEST FROM A WITNESS POST.  THE STATION IS
 BX3117'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
 BX3117
 BX3117                          STATION RECOVERY (1997)
 BX3117
 BX3117'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3118 ***********************************************************************
 BX3118  DESIGNATION -  16 V 64
 BX3118  PID         -  BX3118
 BX3118  STATE/COUNTY-  LA/DE SOTO
 BX3118  USGS QUAD   -  TRENTON (1995)
 BX3118
 BX3118                         *CURRENT SURVEY CONTROL
 BX3118  ___________________________________________________________________
 BX3118* NAD 83(1986)-  31 52 53.     (N)    093 41 50.     (W)     SCALED    
 BX3118* NAVD 88     -        76.564  (meters)     251.19   (feet)  ADJUSTED  
 BX3118  ___________________________________________________________________
 BX3118  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX3118  DYNAMIC HT  -          76.474 (meters)     250.90  (feet)  COMP
 BX3118  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 BX3118
 BX3118  VERT ORDER  -  SECOND    CLASS I
 BX3118
 BX3118.The horizontal coordinates were scaled from a topographic map and have
 BX3118.an estimated accuracy of +/- 6 seconds.
 BX3118
 BX3118.The orthometric height was determined by differential leveling
 BX3118.and adjusted by the National Geodetic Survey in February 1994..
 BX3118
 BX3118.The geoid height was determined by GEOID03.
 BX3118
 BX3118.The dynamic height is computed by dividing the NAVD 88
 BX3118.geopotential number by the normal gravity value computed on the
 BX3118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3118.degrees latitude (g = 980.6199 gals.).
 BX3118
 BX3118.The modeled gravity was interpolated from observed gravity values.
 BX3118
 BX3118;                    North         East    Units  Estimated Accuracy
 BX3118;SPC LA N     -   153,790.      886,740.      MT  (+/- 180 meters Scaled)
 BX3118
 BX3118                          SUPERSEDED SURVEY CONTROL
 BX3118
 BX3118.No superseded survey control is available for this station.
 BX3118
 BX3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR340275(NAD 83)
 BX3118_MARKER: DD = SURVEY DISK
 BX3118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3118_SP_SET: CONCRETE POST
 BX3118_STAMPING: 16V64 1987
 BX3118_MARK LOGO: LADTD 
 BX3118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3118+STABILITY: SURFACE MOTION
 BX3118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3118+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3118
 BX3118  HISTORY     - Date     Condition        Report By
 BX3118  HISTORY     - 1987     MONUMENTED       LADTD
 BX3118  HISTORY     - 19970208 GOOD             USPSQD
 BX3118
 BX3118                          STATION DESCRIPTION
 BX3118
 BX3118'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3118'THE STATION IS LOCATED 18.7 KM (11.6 MI) SOUTH OF MANSFIELD.
 BX3118'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3118'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 18.7 KM (11.6 MI) ON
 BX3118'HIGHWAY 171 TO THE STATION ON THE LEFT.
 BX3118'THE STATION IS 11.9 M (39.0 FT) EAST FROM THE CENTER OF THE HIGHWAY, 9
 BX3118'M (29.5 FT) WEST FROM THE WEST RAIL OF THE RAILROAD, 5.5 M (18.0 FT)
 BX3118'SOUTH-SOUTHEAST FROM THE CENTER OF A GRAVEL DRIVE LEADING EAST, 1.2 M
 BX3118'(3.9 FT) SOUTH-SOUTHEAST FROM A RAILROAD CROSSING SIGN AND 0.5 M
 BX3118'(1.6 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.  THE STATION IS FLUSH
 BX3118'WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
 BX3118
 BX3118                          STATION RECOVERY (1997)
 BX3118
 BX3118'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3119 ***********************************************************************
 BX3119  DESIGNATION -  16 V 65
 BX3119  PID         -  BX3119
 BX3119  STATE/COUNTY-  LA/DE SOTO
 BX3119  USGS QUAD   -  CONVERSE (1994)
 BX3119
 BX3119                         *CURRENT SURVEY CONTROL
 BX3119  ___________________________________________________________________
 BX3119* NAD 83(1986)-  31 51 57.     (N)    093 41 39.     (W)     SCALED    
 BX3119* NAVD 88     -        76.218  (meters)     250.06   (feet)  ADJUSTED  
 BX3119  ___________________________________________________________________
 BX3119  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX3119  DYNAMIC HT  -          76.128 (meters)     249.76  (feet)  COMP
 BX3119  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 BX3119
 BX3119  VERT ORDER  -  SECOND    CLASS I
 BX3119
 BX3119.The horizontal coordinates were scaled from a topographic map and have
 BX3119.an estimated accuracy of +/- 6 seconds.
 BX3119
 BX3119.The orthometric height was determined by differential leveling
 BX3119.and adjusted by the National Geodetic Survey in February 1994..
 BX3119
 BX3119.The geoid height was determined by GEOID03.
 BX3119
 BX3119.The dynamic height is computed by dividing the NAVD 88
 BX3119.geopotential number by the normal gravity value computed on the
 BX3119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3119.degrees latitude (g = 980.6199 gals.).
 BX3119
 BX3119.The modeled gravity was interpolated from observed gravity values.
 BX3119
 BX3119;                    North         East    Units  Estimated Accuracy
 BX3119;SPC LA N     -   152,060.      887,010.      MT  (+/- 180 meters Scaled)
 BX3119
 BX3119                          SUPERSEDED SURVEY CONTROL
 BX3119
 BX3119.No superseded survey control is available for this station.
 BX3119
 BX3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR343257(NAD 83)
 BX3119_MARKER: DD = SURVEY DISK
 BX3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3119_SP_SET: CONCRETE POST
 BX3119_STAMPING: 16V65 1987
 BX3119_MARK LOGO: LADTD 
 BX3119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3119+STABILITY: SURFACE MOTION
 BX3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3119+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3119
 BX3119  HISTORY     - Date     Condition        Report By
 BX3119  HISTORY     - 1987     MONUMENTED       LADTD
 BX3119  HISTORY     - 19970208 GOOD             USPSQD
 BX3119
 BX3119                          STATION DESCRIPTION
 BX3119
 BX3119'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3119'THE STATION IS LOCATED ABOUT 20.3 KM (12.6 MI) SOUTH OF MANSFIELD.
 BX3119'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3119'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 20.3 KM (12.6 MI) ON
 BX3119'HIGHWAY 171 TO THE STATION ON THE RIGHT JUST SOUTH OF A GRAVEL ROAD
 BX3119'LEADING WEST,  14.2 M (46.6 FT) SOUTHWEST FROM THE CENTER OF THE
 BX3119'HIGHWAY, 13.0 M (42.7 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 BX3119'GRAVEL ROAD, 2.4 M (7.9 FT) SOUTH-SOUTHEAST FROM POWER POLE NUMBER
 BX3119'146 AND 0.5 M (1.6 FT) EAST FROM A WITNESS POST.  THE STATION IS
 BX3119'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3119
 BX3119                          STATION RECOVERY (1997)
 BX3119
 BX3119'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2547 ***********************************************************************
 BX2547  DESIGNATION -  16 V 7 LADH
 BX2547  PID         -  BX2547
 BX2547  STATE/COUNTY-  LA/DE SOTO
 BX2547  USGS QUAD   -  PELICAN (1992)
 BX2547
 BX2547                         *CURRENT SURVEY CONTROL
 BX2547  ___________________________________________________________________
 BX2547* NAD 83(1986)-  31 56 40.     (N)    093 35 32.     (W)     SCALED    
 BX2547* NAVD 88     -        91.332  (meters)     299.65   (feet)  ADJUSTED  
 BX2547  ___________________________________________________________________
 BX2547  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX2547  DYNAMIC HT  -          91.224 (meters)     299.29  (feet)  COMP
 BX2547  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 BX2547
 BX2547  VERT ORDER  -  SECOND    CLASS II
 BX2547
 BX2547.The horizontal coordinates were scaled from a topographic map and have
 BX2547.an estimated accuracy of +/- 6 seconds.
 BX2547
 BX2547.The orthometric height was determined by differential leveling
 BX2547.and adjusted by the National Geodetic Survey in February 1994..
 BX2547
 BX2547.The geoid height was determined by GEOID03.
 BX2547
 BX2547.The dynamic height is computed by dividing the NAVD 88
 BX2547.geopotential number by the normal gravity value computed on the
 BX2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2547.degrees latitude (g = 980.6199 gals.).
 BX2547
 BX2547.The modeled gravity was interpolated from observed gravity values.
 BX2547
 BX2547;                    North         East    Units  Estimated Accuracy
 BX2547;SPC LA N     -   160,670.      896,740.      MT  (+/- 180 meters Scaled)
 BX2547
 BX2547                          SUPERSEDED SURVEY CONTROL
 BX2547
 BX2547.No superseded survey control is available for this station.
 BX2547
 BX2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR440344(NAD 83)
 BX2547_MARKER: DB = BENCH MARK DISK
 BX2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2547_SP_SET: CONCRETE POST
 BX2547_STAMPING: 16V7 1969
 BX2547_MARK LOGO: LADH  
 BX2547_PROJECTION: PROJECTING 3 CENTIMETERS
 BX2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2547+STABILITY: SURFACE MOTION
 BX2547
 BX2547  HISTORY     - Date     Condition        Report By
 BX2547  HISTORY     - 1969     MONUMENTED       LADH
 BX2547  HISTORY     - 1981     GOOD             LADTD
 BX2547  HISTORY     - 19970112 GOOD             USPSQD
 BX2547
 BX2547                          STATION DESCRIPTION
 BX2547
 BX2547'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2547'14.7 KM (9.1 MI) SE FROM MANSFIELD.
 BX2547'ABOUT 15 KM (9.38 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 BX2547'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK IN A GARDEN PLOT NEAR A
 BX2547'FRAME HOUSE ON THE RIGHT, 45.4 METERS (149 FT) WEST OF THE CENTER OF
 BX2547'THE HIGHWAY, 27.4 METERS (90 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 BX2547'A FRAME HOUSE OWNED BY SID EVANS, 17.1 METERS (56 FT) NORTHWEST OF A
 BX2547'30-INCH OAK TREE, 16.8 METERS (55 FT) NORTHEAST OF A 30-INCH MAGNOLIA
 BX2547'TREE, 12.2 METERS (40 FT) NORTH OF A 18-INCH HICKORY TREE, 2.4 METERS
 BX2547'(8 FT) SOUTH OF A 12 INCH PEAR TREE, 3.30 METER (1 FT) SOUTH OF A
 BX2547'FENCE.
 BX2547'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BX2547'THE MARK IS 0.91 M ABOVE STATE HIGHWAY 175.
 BX2547
 BX2547                          STATION RECOVERY (1997)
 BX2547
 BX2547'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2546 ***********************************************************************
 BX2546  DESIGNATION -  16 V 8 LADH
 BX2546  PID         -  BX2546
 BX2546  STATE/COUNTY-  LA/DE SOTO
 BX2546  USGS QUAD   -  PELICAN (1992)
 BX2546
 BX2546                         *CURRENT SURVEY CONTROL
 BX2546  ___________________________________________________________________
 BX2546* NAD 83(1986)-  31 57 33.     (N)    093 36 07.     (W)     SCALED    
 BX2546* NAVD 88     -       100.881  (meters)     330.97   (feet)  ADJUSTED  
 BX2546  ___________________________________________________________________
 BX2546  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX2546  DYNAMIC HT  -         100.762 (meters)     330.58  (feet)  COMP
 BX2546  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 BX2546
 BX2546  VERT ORDER  -  SECOND    CLASS II
 BX2546
 BX2546.The horizontal coordinates were scaled from a topographic map and have
 BX2546.an estimated accuracy of +/- 6 seconds.
 BX2546
 BX2546.The orthometric height was determined by differential leveling
 BX2546.and adjusted by the National Geodetic Survey in February 1994..
 BX2546
 BX2546.The geoid height was determined by GEOID03.
 BX2546
 BX2546.The dynamic height is computed by dividing the NAVD 88
 BX2546.geopotential number by the normal gravity value computed on the
 BX2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2546.degrees latitude (g = 980.6199 gals.).
 BX2546
 BX2546.The modeled gravity was interpolated from observed gravity values.
 BX2546
 BX2546;                    North         East    Units  Estimated Accuracy
 BX2546;SPC LA N     -   162,320.      895,840.      MT  (+/- 180 meters Scaled)
 BX2546
 BX2546                          SUPERSEDED SURVEY CONTROL
 BX2546
 BX2546.No superseded survey control is available for this station.
 BX2546
 BX2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR431360(NAD 83)
 BX2546_MARKER: DB = BENCH MARK DISK
 BX2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2546_SP_SET: CONCRETE POST
 BX2546_STAMPING: 16V8 1969
 BX2546_MARK LOGO: LADH  
 BX2546_PROJECTION: PROJECTING 8 CENTIMETERS
 BX2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2546+STABILITY: SURFACE MOTION
 BX2546
 BX2546  HISTORY     - Date     Condition        Report By
 BX2546  HISTORY     - 1969     MONUMENTED       LADH
 BX2546  HISTORY     - 1981     GOOD             LADTD
 BX2546  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 BX2546
 BX2546                          STATION DESCRIPTION
 BX2546
 BX2546'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2546'12.9 KM (8.0 MI) SE FROM MANSFIELD.
 BX2546'13.2 KM (8.18 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 BX2546'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE RIGHT AND SOUTH OF
 BX2546'CHATMAN PATRICIO ROAD, 39.6 METERS (130 FT) WEST OF THE CENTER OF
 BX2546'STATE HIGHWAY 175, 18.3 METERS (60 FT) SOUTH OF THE CENTER OF THE
 BX2546'CHATMAN PATRICIO ROAD, 4.6 METERS (15 FT) NORTHEAST OF A 16-INCH PINE
 BX2546'TREE.
 BX2546'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BX2546'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 BX2546
 BX2546                          STATION RECOVERY (1997)
 BX2546
 BX2546'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2545 ***********************************************************************
 BX2545  DESIGNATION -  16 V 9 LADH
 BX2545  PID         -  BX2545
 BX2545  STATE/COUNTY-  LA/DE SOTO
 BX2545  USGS QUAD   -  PELICAN (1992)
 BX2545
 BX2545                         *CURRENT SURVEY CONTROL
 BX2545  ___________________________________________________________________
 BX2545* NAD 83(1986)-  31 58 23.     (N)    093 36 30.     (W)     SCALED    
 BX2545* NAVD 88     -       104.663  (meters)     343.38   (feet)  ADJUSTED  
 BX2545  ___________________________________________________________________
 BX2545  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX2545  DYNAMIC HT  -         104.540 (meters)     342.98  (feet)  COMP
 BX2545  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 BX2545
 BX2545  VERT ORDER  -  SECOND    CLASS II
 BX2545
 BX2545.The horizontal coordinates were scaled from a topographic map and have
 BX2545.an estimated accuracy of +/- 6 seconds.
 BX2545
 BX2545.The orthometric height was determined by differential leveling
 BX2545.and adjusted by the National Geodetic Survey in February 1994..
 BX2545
 BX2545.The geoid height was determined by GEOID03.
 BX2545
 BX2545.The dynamic height is computed by dividing the NAVD 88
 BX2545.geopotential number by the normal gravity value computed on the
 BX2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2545.degrees latitude (g = 980.6199 gals.).
 BX2545
 BX2545.The modeled gravity was interpolated from observed gravity values.
 BX2545
 BX2545;                    North         East    Units  Estimated Accuracy
 BX2545;SPC LA N     -   163,860.      895,250.      MT  (+/- 180 meters Scaled)
 BX2545
 BX2545                          SUPERSEDED SURVEY CONTROL
 BX2545
 BX2545.No superseded survey control is available for this station.
 BX2545
 BX2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR425376(NAD 83)
 BX2545_MARKER: DB = BENCH MARK DISK
 BX2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2545_SP_SET: CONCRETE POST
 BX2545_STAMPING: 16V9 1969
 BX2545_MARK LOGO: LADH  
 BX2545_PROJECTION: PROJECTING 5 CENTIMETERS
 BX2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2545+STABILITY: SURFACE MOTION
 BX2545
 BX2545  HISTORY     - Date     Condition        Report By
 BX2545  HISTORY     - 1969     MONUMENTED       LADH
 BX2545  HISTORY     - 1981     GOOD             LADTD
 BX2545  HISTORY     - 19970112 GOOD             USPSQD
 BX2545
 BX2545                          STATION DESCRIPTION
 BX2545
 BX2545'DESCRIBED BY LA TRANSP AND DEV 1981
 BX2545'11.4 KM (7.1 MI) SE FROM MANSFIELD.
 BX2545'ABOUT 11.4 KM (7.09 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE EMANUAL
 BX2545'BAPTIST CHURCH IN EAST MANSFIELD TO THE MARK ON THE LEFT AT THE
 BX2545'INTERNATIONAL PAPER DEPOT YARD, 53.6 METERS (176 FT) NORTHWEST OF THE
 BX2545'NORTHWEST CORNER OF A GARAGE BUILDING, 45.7 METERS (150 FT) EAST OF
 BX2545'THE HIGHWAY, 32 METERS ( 105 FT) SOUTH OF A FENCE, 15.9 METERS (52 FT)
 BX2545'NORTH OF THE CENTER OF THE DEPOT ROAD, 0.61 METERS (2 FT) SOUTH OF A
 BX2545'FENCE.
 BX2545'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BX2545'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 BX2545
 BX2545                          STATION RECOVERY (1997)
 BX2545
 BX2545'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1166 ***********************************************************************
 CP1166  DESIGNATION -  1600 A BOLT
 CP1166  PID         -  CP1166
 CP1166  STATE/COUNTY-  LA/EAST CARROLL
 CP1166  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1166
 CP1166                         *CURRENT SURVEY CONTROL
 CP1166  ___________________________________________________________________
 CP1166* NAD 83(1986)-  32 41 32.     (N)    091 10 22.     (W)     SCALED    
 CP1166* NAVD 88     -        29.65   (+/-2cm)      97.3    (feet)  VERTCON   
 CP1166  ___________________________________________________________________
 CP1166  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1166
 CP1166  VERT ORDER  -  ? (See Below)
 CP1166
 CP1166.The horizontal coordinates were scaled from a topographic map and have
 CP1166.an estimated accuracy of +/- 6 seconds.
 CP1166
 CP1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1166.The vertical order pertains to the NGVD 29 superseded value.
 CP1166
 CP1166.The geoid height was determined by GEOID03.
 CP1166
 CP1166;                    North         East    Units  Estimated Accuracy
 CP1166;SPC LA N     -   243,830.    1,124,460.      MT  (+/- 180 meters Scaled)
 CP1166
 CP1166                          SUPERSEDED SURVEY CONTROL
 CP1166
 CP1166  NGVD 29 (??/??/92)   29.697  (m)           97.43   (f) ADJ UNCH    ?  
 CP1166
 CP1166.Superseded values are not recommended for survey control.
 CP1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1166.See file dsdata.txt to determine how the superseded data were derived.
 CP1166
 CP1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712186(NAD 83)
 CP1166_MARKER: B = BOLT
 CP1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1166_SP_SET: STONE
 CP1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1166+STABILITY: SURFACE MOTION
 CP1166
 CP1166  HISTORY     - Date     Condition        Report By
 CP1166  HISTORY     - UNK      MONUMENTED       DOD
 CP1166  HISTORY     - 1934     GOOD             DOD
 CP1166
 CP1166                          STATION DESCRIPTION
 CP1166
 CP1166'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1166'1.25 MI N FROM TRANSYLVANIA.
 CP1166'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON RIGHT BANK OF
 CP1166'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1 1/4 MILES NORTH
 CP1166'OF TRANSYLVANIA, LA.  955 FEET NORTHWEST OF LEVEE STATION NO. 1600.
 CP1166'670 FEET NORTHWEST OF CENTER LINE OF DIRT ROAD.  360 FEET WEST OF
 CP1166'HOUSE.  40 FEET SOUTH OF CENTER LINE OF DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1165 ***********************************************************************
 CP1165  DESIGNATION -  1600 A CAP
 CP1165  PID         -  CP1165
 CP1165  STATE/COUNTY-  LA/EAST CARROLL
 CP1165  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1165
 CP1165                         *CURRENT SURVEY CONTROL
 CP1165  ___________________________________________________________________
 CP1165* NAD 83(1986)-  32 41 31.     (N)    091 10 22.     (W)     SCALED    
 CP1165* NAVD 88     -        30.86   (+/-2cm)     101.2    (feet)  VERTCON   
 CP1165  ___________________________________________________________________
 CP1165  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1165
 CP1165  VERT ORDER  -  ? (See Below)
 CP1165
 CP1165.The horizontal coordinates were scaled from a topographic map and have
 CP1165.an estimated accuracy of +/- 6 seconds.
 CP1165
 CP1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1165.The vertical order pertains to the NGVD 29 superseded value.
 CP1165
 CP1165.The geoid height was determined by GEOID03.
 CP1165
 CP1165;                    North         East    Units  Estimated Accuracy
 CP1165;SPC LA N     -   243,800.    1,124,460.      MT  (+/- 180 meters Scaled)
 CP1165
 CP1165                          SUPERSEDED SURVEY CONTROL
 CP1165
 CP1165  NGVD 29 (??/??/92)   30.908  (m)          101.40   (f) ADJ UNCH    ?  
 CP1165
 CP1165.Superseded values are not recommended for survey control.
 CP1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1165.See file dsdata.txt to determine how the superseded data were derived.
 CP1165
 CP1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712186(NAD 83)
 CP1165_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1165
 CP1165  HISTORY     - Date     Condition        Report By
 CP1165  HISTORY     - UNK      MONUMENTED       DOD
 CP1165  HISTORY     - 1934     GOOD             DOD
 CP1165
 CP1165                          STATION DESCRIPTION
 CP1165
 CP1165'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1165'1.25 MI N FROM TRANSYLVANIA.
 CP1165'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON RIGHT BANK OF
 CP1165'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1 1/4 MILES NORTH
 CP1165'OF TRANSYLVANIA, LA.  955 FEET NORTHWEST OF LEVEE STATION NO. 1600.
 CP1165'670 FEET NORTHWEST OF CENTER LINE OF DIRT ROAD.  360 FEET WEST OF
 CP1165'HOUSE.  40 FEET SOUTH OF CENTER LINE OF DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0965 ***********************************************************************
 AU0965  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0965  DESIGNATION -  1601
 AU0965  PID         -  AU0965
 AU0965  STATE/COUNTY-  LA/JEFFERSON
 AU0965  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU0965
 AU0965                         *CURRENT SURVEY CONTROL
 AU0965  ___________________________________________________________________
 AU0965* NAD 83(1992)-  29 54 34.72202(N)    090 05 03.11162(W)     ADJUSTED  
 AU0965* NAVD 88     -         6.49 **(meters)      21.3  **(feet)  GPS OBS(2004.65)
 AU0965  **This station is located in a subsidence area (see below).
 AU0965  ___________________________________________________________________
 AU0965  X           -      -8,131.242 (meters)                     COMP
 AU0965  Y           -  -5,533,234.983 (meters)                     COMP
 AU0965  Z           -   3,161,685.989 (meters)                     COMP
 AU0965  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU0965  ELLIP HEIGHT-         -19.43  (meters)          (05/09/05) GPS OBS
 AU0965  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU0965  DYNAMIC HT  -           6.48  (meters)      21.3   (feet)  COMP
 AU0965  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 AU0965  OBS GRAVITY -     979,308.4   (mgal)                       GRAV_OBS
 AU0965
 AU0965  HORZ ORDER  -  B
 AU0965  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0965  ELLP ORDER  -  FOURTH    CLASS II
 AU0965
 AU0965.The horizontal coordinates were established by GPS observations
 AU0965.and adjusted by the National Geodetic Survey in May 2005..
 AU0965
 AU0965 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0965 ** and geoid heights are valid at the date of observation. These heights
 AU0965 ** must always be validated when used as control.
 AU0965 ** The orthometric height was determined by GPS observations using
 AU0965 ** precise GPS observation and processing techniques and a new
 AU0965 ** realization of GEOID03. It supersedes the leveled height previously
 AU0965 ** determined for this station.
 AU0965 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0965 ** epoch indicated which incorporates improved geoid heights for the
 AU0965 ** Southern Louisiana Subsidence area.
 AU0965 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0965.The orthometric height was determined by GPS observations and a
 AU0965.high-resolution geoid model using precise GPS observation and
 AU0965.processing techniques. It supersedes the leveled height previously
 AU0965.determined for this station.
 AU0965.WARNING-GPS observations at this control monument resulted in a GPS
 AU0965.derived orthometric height which differed from the leveled height by
 AU0965.more than one decimeter (0.1 meter).
 AU0965.The vertical order pertains to the first NAVD 88 superseded value.
 AU0965
 AU0965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0965
 AU0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0965
 AU0965.The ellipsoidal height was determined by GPS observations
 AU0965.and is referenced to NAD 83.
 AU0965
 AU0965.The geoid height was determined by GEOID03.
 AU0965
 AU0965.The dynamic height is computed by dividing the NAVD 88
 AU0965.geopotential number by the normal gravity value computed on the
 AU0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0965.degrees latitude (g = 980.6199 gals.).
 AU0965
 AU0965.The modeled gravity was interpolated from observed gravity values.
 AU0965.The observed gravity was obtained from relative gravimeter ties
 AU0965.to the IGSN71 gravity network.
 AU0965
 AU0965;                    North         East     Units Scale Factor Converg.
 AU0965;SPC LA S     -   156,908.610 1,120,622.292   MT  0.99992700   +0 37 28.5
 AU0965;SPC LA S     -   514,791.00  3,676,574.97   sFT  0.99992700   +0 37 28.5
 AU0965;UTM  15      - 3,312,347.415   781,538.330   MT  1.00057807   +1 27 17.6
 AU0965
 AU0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0965!SPC LA S     -   1.00000305  x   0.99992700  =   0.99993005
 AU0965!UTM  15      -   1.00000305  x   1.00057807  =   1.00058112
 AU0965
 AU0965                          SUPERSEDED SURVEY CONTROL
 AU0965
 AU0965  NAD 83(1992)-  29 54 34.72091(N)    090 05 03.11135(W) AD(       ) 2
 AU0965  NAD 83(1986)-  29 54 34.73568(N)    090 05 03.11148(W) AD(       ) 2
 AU0965  NAD 27      -  29 54 33.99737(N)    090 05 02.85239(W) AD(       ) 2
 AU0965  NAVD 88 (12/05/96)    6.663  (m)           21.86   (f) ADJUSTED    1 2
 AU0965  NAVD 88 (02/14/94)    6.647  (m)           21.81   (f) UNKNOWN     1 2
 AU0965  NGVD 29 (??/??/??)    6.745  (m)           22.13   (f) ADJUSTED    1 2
 AU0965
 AU0965.Superseded values are not recommended for survey control.
 AU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0965.See file dsdata.txt to determine how the superseded data were derived.
 AU0965
 AU0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8153812347(NAD 83)
 AU0965_MARKER: DD = SURVEY DISK
 AU0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0965_SP_SET: SIDEWALK
 AU0965_STAMPING: NO 1601
 AU0965_MARK LOGO: LAGS  
 AU0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0965+STABILITY: SURFACE MOTION
 AU0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0965+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AU0965
 AU0965  HISTORY     - Date     Condition        Report By
 AU0965  HISTORY     - 1966     MONUMENTED       LAGS
 AU0965  HISTORY     - 1964     GOOD             CGS
 AU0965  HISTORY     - 1984     GOOD             NGS
 AU0965  HISTORY     - 1984     GOOD             LA-051
 AU0965  HISTORY     - 19941123 GOOD             NGS
 AU0965  HISTORY     - 20030521 GOOD             3001
 AU0965
 AU0965                          STATION DESCRIPTION
 AU0965
 AU0965'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1966 (LMC)
 AU0965'THE STATION IS IN THE WEST WALL OF THE HARVEY CANAL LOCKS
 AU0965'AT THE WEST EDGE OF HARVEY, ABOUT 300 FEET NORTH OF THE TEXAS
 AU0965'PACIFIC, MISSOURI PACIFIC AND SOUTHERN PACIFIC RAILROAD
 AU0965'DRAWBRIDGE OVER THE HARVEY CANAL.
 AU0965'
 AU0965'IT IS A LOUISIANA STATE AND GEODETIC DISK CEMENTED IN A DRILL
 AU0965'HOLE IN THE WEST WALL OF THE HARVEY LOCKS AND IS STAMPED
 AU0965'1601.  IT IS 9 FEET SOUTHWEST OF THE THIRD LIGHT POLE FROM
 AU0965'THE NORTHWEST CORNER OF THE LOCKS, 11 FEET NORTH-NORTHWEST
 AU0965'OF THE CENTER OF A MANHOLE COVER AND 20.5 FEET WEST-SOUTHWEST
 AU0965'OF THE WEST LOCK WALL.
 AU0965'
 AU0965'A TRAVERSE TIE WAS MADE TO TRIANGULATION STATION HARVEY R.M.
 AU0965'4 THE DISTANCE BEING (558.24) FEET OR 170.151 METERS.
 AU0965
 AU0965                          STATION RECOVERY (1964)
 AU0965
 AU0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AU0965'IN HARVEY.
 AU0965'AT HARVEY, ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 18 (FOURTH STREET)
 AU0965'FROM THE POST OFFICE AT HARVEY, THENCE 0.1 MILE NORTHWEST ALONG HARVEY
 AU0965'CANAL, AT THE HARVEY LOCKS, 142 FEET SOUTHEAST OF THE NORTHWEST
 AU0965'PROPERTY FENCE LINE, 24 FEET SOUTH OF THE SOUTHWEST HINGE OF THE
 AU0965'NORTHWEST LOCK GATE, 9 FEET SOUTH OF A LAMPOST, 1.5 FEET NORTHEAST OF
 AU0965'THE SOUTHWEST EDGE OF THE WALL.
 AU0965
 AU0965                          STATION RECOVERY (1984)
 AU0965
 AU0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU0965'RECOVERED IN GOOD CONDITION.
 AU0965
 AU0965                          STATION RECOVERY (1984)
 AU0965
 AU0965'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU0965'RECOVERED IN GOOD CONDITION.
 AU0965
 AU0965                          STATION RECOVERY (1994)
 AU0965
 AU0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0965'0.1 KM (0.05 MI) NORTHERLY ALONG DESTREHAN AVENUE FROM THE JUNCTION OF
 AU0965'STATE HIGHWAY 18 IN HARVEY, IN A SMALL PARK ON THE WEST SIDE OF THE
 AU0965'HARVEY CANAL LOCK, IN TOP OF AND 0.5 M (1.6 FT) EAST OF THE WEST END
 AU0965'OF A CONCRETE SIDEWALK NEAR THE NORTHWEST CORNER OF THE LOCK, 48.2 M
 AU0965'(158.1 FT) EAST OF THE AVENUE CENTERLINE, 43.3 M (142.1 FT) SOUTH OF A
 AU0965'FENCE ENCLOSING THE PARK, 41.3 M (135.5 FT) EAST OF THE FENCE, 6.2 M
 AU0965'(20.3 FT) WEST OF THE WEST EDGE OF THE LOCK, 2.7 M (8.9 FT) SOUTHEAST
 AU0965'OF THE 3RD UTILITY LIGHT POLE SOUTH OF THE NORTH END OF THE LOCK, AND
 AU0965'2.5 M (8.2 FT) ABOVE THE LEVEL OF THE LOCK.
 AU0965
 AU0965                          STATION RECOVERY (2003)
 AU0965
 AU0965'RECOVERY NOTE BY 3001, INC 2003 (KC)
 AU0965'THE STATION IS LOCATED IN HARVEY AT THE HARVEY LOCKS ON THE WEST BANKS
 AU0965'OF THE  MISSISSIPPI.
 AU0965' 
 AU0965'OWNESHIP- COE
 AU0965' 
 AU0965'TO REACH THE STATION FROM THE INTERSECTION OF SR 18 (4THST) AND BARK
 AU0965'DR. GO NORTH ON  BARK DR. CROSSING R.R. TRACKS THEN TURN LEFT HEADING
 AU0965'TO CORPS  OF ENGINEERS LOCK OFFICE. PASSING THROUGH A GATE CONTINUE
 AU0965'AHEAD TO OFFICES AND PARKING.
 AU0965' 
 AU0965'THE STATION IS ON THE WEST SIDE OF HARVEY CANAL LOCKS 158' EAST OF THE
 AU0965'AVE CENTERLINE  135.5' EAST OF A CHAINLINK FENCE, 20.3' WEST OF THE
 AU0965'WEST EDGE OF LOCKS 8.9' SOUTHWEST OF THE 3RD LIGHT POLE FROM THE NORTH
 AU0965'END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1244 ***********************************************************************
 BH1244  DESIGNATION -  160.1 SOURR
 BH1244  PID         -  BH1244
 BH1244  STATE/COUNTY-  LA/ST TAMMANY
 BH1244  USGS QUAD   -  NICHOLSON (1993)
 BH1244
 BH1244                         *CURRENT SURVEY CONTROL
 BH1244  ___________________________________________________________________
 BH1244* NAD 83(1986)-  30 22 41.     (N)    089 44 36.     (W)     SCALED    
 BH1244* NAVD 88     -         9.36   (+/-2cm)      30.7    (feet)  VERTCON   
 BH1244  ___________________________________________________________________
 BH1244  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BH1244
 BH1244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1244
 BH1244.The horizontal coordinates were scaled from a topographic map and have
 BH1244.an estimated accuracy of +/- 6 seconds.
 BH1244
 BH1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1244.The vertical order pertains to the NGVD 29 superseded value.
 BH1244
 BH1244.The geoid height was determined by GEOID03.
 BH1244
 BH1244;                    North         East    Units  Estimated Accuracy
 BH1244;SPC LA S     -   209,230.    1,152,820.      MT  (+/- 180 meters Scaled)
 BH1244
 BH1244                          SUPERSEDED SURVEY CONTROL
 BH1244
 BH1244  NGVD 29 (??/??/??)    9.353  (m)           30.69   (f) ADJUSTED    2 0
 BH1244
 BH1244.Superseded values are not recommended for survey control.
 BH1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1244.See file dsdata.txt to determine how the superseded data were derived.
 BH1244
 BH1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU363638(NAD 83)
 BH1244_MARKER: B = BOLT
 BH1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1244_SP_SET: SIGNAL BLOCK
 BH1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1244
 BH1244  HISTORY     - Date     Condition        Report By
 BH1244  HISTORY     - UNK      MONUMENTED       SOURR
 BH1244  HISTORY     - 1955     GOOD             CGS
 BH1244
 BH1244                          STATION DESCRIPTION
 BH1244
 BH1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1244'0.1 MI NE FROM PEARL RIVER.
 BH1244'0.1 MILE NORTHEAST ALONG THE NEW ORLEANS AND NORTHEASTERN RAILROAD
 BH1244'FROM PEARL RIVER, ST. TAMMANY PARISH, WEST OF THE TRACK, AND IN THE
 BH1244'TOP OF THE SOUTHEAST CORNER OF THE FOUNDATION OF SIGNAL BLOCK 160.1. A
 BH1244'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0068 ***********************************************************************
 BJ0068  DESIGNATION -  161 C BOLT
 BJ0068  PID         -  BJ0068
 BJ0068  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0068  USGS QUAD   -  NEW ROADS (1994)
 BJ0068
 BJ0068                         *CURRENT SURVEY CONTROL
 BJ0068  ___________________________________________________________________
 BJ0068* NAD 83(1986)-  30 44 36.     (N)    091 22 34.     (W)     SCALED    
 BJ0068* NAVD 88     -        10.605  (meters)      34.79   (feet)  ADJUSTED  
 BJ0068  ___________________________________________________________________
 BJ0068  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0068  DYNAMIC HT  -          10.591 (meters)      34.75  (feet)  COMP
 BJ0068  MODELED GRAV-     979,359.9   (mgal)                       NAVD 88
 BJ0068
 BJ0068  VERT ORDER  -  FIRST     CLASS I
 BJ0068
 BJ0068.The horizontal coordinates were scaled from a topographic map and have
 BJ0068.an estimated accuracy of +/- 6 seconds.
 BJ0068
 BJ0068.The orthometric height was determined by differential leveling
 BJ0068.and adjusted by the National Geodetic Survey in February 1994..
 BJ0068
 BJ0068.The geoid height was determined by GEOID03.
 BJ0068
 BJ0068.The dynamic height is computed by dividing the NAVD 88
 BJ0068.geopotential number by the normal gravity value computed on the
 BJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0068.degrees latitude (g = 980.6199 gals.).
 BJ0068
 BJ0068.The modeled gravity was interpolated from observed gravity values.
 BJ0068
 BJ0068;                    North         East    Units  Estimated Accuracy
 BJ0068;SPC LA S     -   248,670.      995,900.      MT  (+/- 180 meters Scaled)
 BJ0068
 BJ0068                          SUPERSEDED SURVEY CONTROL
 BJ0068
 BJ0068  NAVD 88 (06/15/91)   10.640  (m)           34.91   (f) UNKNOWN     1 1
 BJ0068  NGVD 29 (??/??/??)   10.598  (m)           34.77   (f) ADJUSTED    1 1
 BJ0068
 BJ0068.Superseded values are not recommended for survey control.
 BJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0068.See file dsdata.txt to determine how the superseded data were derived.
 BJ0068
 BJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ554022(NAD 83)
 BJ0068_MARKER: B = BOLT
 BJ0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0068_STAMPING: PBM 161 C
 BJ0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0068
 BJ0068  HISTORY     - Date     Condition        Report By
 BJ0068  HISTORY     - UNK      MONUMENTED       DOD
 BJ0068  HISTORY     - 1964     GOOD             CGS
 BJ0068  HISTORY     - 1976     GOOD             NGS
 BJ0068
 BJ0068                          STATION DESCRIPTION
 BJ0068
 BJ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0068'6.35 MI NE FROM NEW ROADS.
 BJ0068'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0068'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ0068'STATE HIGHWAY 10, THENCE 1.55 MILES SOUTHEAST ALONG STATE ROAD 981,
 BJ0068'186 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 114 FEET SOUTHWEST
 BJ0068'OF A POWER POLE, ABOUT LEVEL WITH THE ROAD, A COPPER BOLT SET IN
 BJ0068'CONCRETE ABOUT 2 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BJ0068'IS HAD THROUGH A 5-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 2 FEET
 BJ0068'ABOVE THE LEVEL OF THE GROUND.
 BJ0068
 BJ0068                          STATION RECOVERY (1976)
 BJ0068
 BJ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0068'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0068'HIGHWAY 420, THENCE 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 981, 186
 BJ0068'FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 114 FT SOUTHWEST OF
 BJ0068'A POWER LINE POLE, 107 FT SOUTHWEST OF A FENCE, A COPPER BOLT IN
 BJ0068'CONCRETE ABOUT 2 FEET BELOW LEVEL OF THE GROUND, ACCESS IS HAD THROUGH
 BJ0068'A 5-INCH IRON PIPE WITH CAP PROJECTING 2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1819 ***********************************************************************
 BJ1819  DESIGNATION -  161 C CAP
 BJ1819  PID         -  BJ1819
 BJ1819  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1819  USGS QUAD   -  NEW ROADS (1994)
 BJ1819
 BJ1819                         *CURRENT SURVEY CONTROL
 BJ1819  ___________________________________________________________________
 BJ1819* NAD 83(1986)-  30 44 35.     (N)    091 22 34.     (W)     SCALED    
 BJ1819* NAVD 88     -        11.84   (+/-2cm)      38.8    (feet)  VERTCON   
 BJ1819  ___________________________________________________________________
 BJ1819  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1819
 BJ1819  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1819
 BJ1819.The horizontal coordinates were scaled from a topographic map and have
 BJ1819.an estimated accuracy of +/- 6 seconds.
 BJ1819
 BJ1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1819.The vertical order pertains to the NGVD 29 superseded value.
 BJ1819
 BJ1819.The geoid height was determined by GEOID03.
 BJ1819
 BJ1819;                    North         East    Units  Estimated Accuracy
 BJ1819;SPC LA S     -   248,640.      995,900.      MT  (+/- 180 meters Scaled)
 BJ1819
 BJ1819                          SUPERSEDED SURVEY CONTROL
 BJ1819
 BJ1819  NGVD 29 (??/??/??)   11.825  (m)           38.80   (f) ADJUSTED    1 2
 BJ1819
 BJ1819.Superseded values are not recommended for survey control.
 BJ1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1819.See file dsdata.txt to determine how the superseded data were derived.
 BJ1819
 BJ1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ554022(NAD 83)
 BJ1819_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1819_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1819_STAMPING: PBM 161 C
 BJ1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1819
 BJ1819  HISTORY     - Date     Condition        Report By
 BJ1819  HISTORY     - UNK      MONUMENTED       DOD
 BJ1819  HISTORY     - 1964     GOOD             CGS
 BJ1819
 BJ1819                          STATION DESCRIPTION
 BJ1819
 BJ1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1819'6.35 MI NE FROM NEW ROADS.
 BJ1819'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1819'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ1819'STATE HIGHWAY 10, THENCE 1.55 MILES SOUTHEAST ALONG STATE ROAD 981,
 BJ1819'186 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 114 FEET SOUTHWEST
 BJ1819'OF A POWER POLE, ABOUT LEVEL WITH THE ROAD, A 5-INCH IRON PIPE BEARING
 BJ1819'A CAP WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1832 ***********************************************************************
 BJ1832  DESIGNATION -  162 D BOLT
 BJ1832  PID         -  BJ1832
 BJ1832  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1832  USGS QUAD   -  PORT HUDSON (1994)
 BJ1832
 BJ1832                         *CURRENT SURVEY CONTROL
 BJ1832  ___________________________________________________________________
 BJ1832* NAD 83(1986)-  30 41 04.     (N)    091 21 22.     (W)     SCALED    
 BJ1832* NAVD 88     -        10.34   (+/-2cm)      33.9    (feet)  VERTCON   
 BJ1832  ___________________________________________________________________
 BJ1832  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1832
 BJ1832  VERT ORDER  -  ? (See Below)
 BJ1832
 BJ1832.The horizontal coordinates were scaled from a topographic map and have
 BJ1832.an estimated accuracy of +/- 6 seconds.
 BJ1832
 BJ1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1832.The vertical order pertains to the NGVD 29 superseded value.
 BJ1832
 BJ1832.The geoid height was determined by GEOID03.
 BJ1832
 BJ1832;                    North         East    Units  Estimated Accuracy
 BJ1832;SPC LA S     -   242,140.      997,820.      MT  (+/- 180 meters Scaled)
 BJ1832
 BJ1832                          SUPERSEDED SURVEY CONTROL
 BJ1832
 BJ1832  NGVD 29 (??/??/??)   10.332  (m)           33.90   (f) ADJUSTED    ?  
 BJ1832
 BJ1832.Superseded values are not recommended for survey control.
 BJ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1832.See file dsdata.txt to determine how the superseded data were derived.
 BJ1832
 BJ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP574957(NAD 83)
 BJ1832_MARKER: B = BOLT
 BJ1832_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1832_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1832_STAMPING: BM PBM 162 D 1909
 BJ1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1832
 BJ1832  HISTORY     - Date     Condition        Report By
 BJ1832  HISTORY     - 1909     MONUMENTED       DOD
 BJ1832  HISTORY     - 1964     GOOD             CGS
 BJ1832
 BJ1832                          STATION DESCRIPTION
 BJ1832
 BJ1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1832'10.9 MI E FROM NEW ROADS.
 BJ1832'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1832'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ1832'STATE HIGHWAY 10, THENCE 5.65 MILES SOUTHEAST ALONG STATE ROAD 981,
 BJ1832'THENCE 0.3 MILE SOUTH ALONG STATE ROAD 415, OR ABOUT 12.8 MILES
 BJ1832'NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL ELEMENTARY SCHOOL AT
 BJ1832'DEVALL, 204 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 138 FEET
 BJ1832'SOUTH OF THE SOUTH CORNER OF A HOUSE, 10 1/2 FEET NORTHEAST OF A POWER
 BJ1832'POLE BEARING A TRANSFORMER, 1.0 FOOT WEST OF A METAL WITNESS POST,
 BJ1832'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, A COPPER BOLT SET IN
 BJ1832'CONCRETE ABOUT 2 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BJ1832'IS HAD THROUGH A 5-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 2 FEET
 BJ1832'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0075 ***********************************************************************
 BJ0075  DESIGNATION -  162 D CAP
 BJ0075  PID         -  BJ0075
 BJ0075  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0075  USGS QUAD   -  PORT HUDSON (1994)
 BJ0075
 BJ0075                         *CURRENT SURVEY CONTROL
 BJ0075  ___________________________________________________________________
 BJ0075* NAD 83(1986)-  30 41 05.     (N)    091 21 22.     (W)     SCALED    
 BJ0075* NAVD 88     -        11.336  (meters)      37.19   (feet)  ADJUSTED  
 BJ0075  ___________________________________________________________________
 BJ0075  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0075  DYNAMIC HT  -          11.321 (meters)      37.14  (feet)  COMP
 BJ0075  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 BJ0075
 BJ0075  VERT ORDER  -  FIRST     CLASS I
 BJ0075
 BJ0075.The horizontal coordinates were scaled from a topographic map and have
 BJ0075.an estimated accuracy of +/- 6 seconds.
 BJ0075
 BJ0075.The orthometric height was determined by differential leveling
 BJ0075.and adjusted by the National Geodetic Survey in February 1994..
 BJ0075
 BJ0075.The geoid height was determined by GEOID03.
 BJ0075
 BJ0075.The dynamic height is computed by dividing the NAVD 88
 BJ0075.geopotential number by the normal gravity value computed on the
 BJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0075.degrees latitude (g = 980.6199 gals.).
 BJ0075
 BJ0075.The modeled gravity was interpolated from observed gravity values.
 BJ0075
 BJ0075;                    North         East    Units  Estimated Accuracy
 BJ0075;SPC LA S     -   242,170.      997,820.      MT  (+/- 180 meters Scaled)
 BJ0075
 BJ0075                          SUPERSEDED SURVEY CONTROL
 BJ0075
 BJ0075  NAVD 88 (06/15/91)   11.369  (m)           37.30   (f) UNKNOWN     1 1
 BJ0075  NGVD 29 (??/??/??)   11.327  (m)           37.16   (f) ADJUSTED    1 1
 BJ0075
 BJ0075.Superseded values are not recommended for survey control.
 BJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0075.See file dsdata.txt to determine how the superseded data were derived.
 BJ0075
 BJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP574958(NAD 83)
 BJ0075_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0075_STAMPING: BM PBM 162 D 1909
 BJ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0075
 BJ0075  HISTORY     - Date     Condition        Report By
 BJ0075  HISTORY     - 1909     MONUMENTED       DOD
 BJ0075  HISTORY     - 1964     GOOD             CGS
 BJ0075  HISTORY     - 1976     GOOD             NGS
 BJ0075
 BJ0075                          STATION DESCRIPTION
 BJ0075
 BJ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0075'10.9 MI E FROM NEW ROADS.
 BJ0075'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0075'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ0075'STATE HIGHWAY 10, THENCE 5.65 MILES SOUTHEAST ALONG STATE ROAD 981,
 BJ0075'THENCE 0.3 MILE SOUTH ALONG STATE ROAD 415, OR ABOUT 12.8 MILES
 BJ0075'NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL ELEMENTARY SCHOOL AT
 BJ0075'DEVALL, 204 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 138 FEET
 BJ0075'SOUTH OF THE SOUTH CORNER OF A HOUSE, 10 1/2 FEET NORTHEAST OF A POWER
 BJ0075'POLE BEARING A TRANSFORMER, 1.0 FOOT WEST OF A METAL WITNESS POST,
 BJ0075'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, A 5-INCH IRON PIPE BEARING A
 BJ0075'CAP WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0075
 BJ0075                          STATION RECOVERY (1976)
 BJ0075
 BJ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0075'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0075'HIGHWAY 420 AT POINTE COUPEE, THENCE 5.75 MILES SOUTHEAST ALONG
 BJ0075'STATE HIGHWAY 981, THENCE 0.3 MILES SOUTH ALONG STATE HIGHWAY 415,
 BJ0075'0.1 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 415 LEADING SOUTH-
 BJ0075'WEST, AT JUNCTION OF DRIVEWAY LEADING SOUTHWEST TO A HOUSE, 204 FT
 BJ0075'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 138 FT SOUTH OF SOUTH
 BJ0075'CORNER OF HOUSE, 10.5 FT NORTHEAST OF PLP NO. 97 WITH TRANSFORMER, A
 BJ0075'COPPER BOLT SET IN CONCRETE 2 FT BELOW GROUND ACCESS THROUGH 5-INCH
 BJ0075'IRON PIPE WITH CAP PROJECTING 2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0124 ***********************************************************************
 BJ0124  DESIGNATION -  164/3
 BJ0124  PID         -  BJ0124
 BJ0124  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0124  USGS QUAD   -  PORT HUDSON (1994)
 BJ0124
 BJ0124                         *CURRENT SURVEY CONTROL
 BJ0124  ___________________________________________________________________
 BJ0124* NAD 83(1986)-  30 38 12.     (N)    091 18 24.     (W)     SCALED    
 BJ0124* NAVD 88     -        11.14   (+/-2cm)      36.5    (feet)  VERTCON   
 BJ0124  ___________________________________________________________________
 BJ0124  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0124
 BJ0124  VERT ORDER  -  ? (See Below)
 BJ0124
 BJ0124.The horizontal coordinates were scaled from a topographic map and have
 BJ0124.an estimated accuracy of +/- 6 seconds.
 BJ0124
 BJ0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0124.The vertical order pertains to the NGVD 29 superseded value.
 BJ0124
 BJ0124.The geoid height was determined by GEOID03.
 BJ0124
 BJ0124;                    North         East    Units  Estimated Accuracy
 BJ0124;SPC LA S     -   236,840.    1,002,560.      MT  (+/- 180 meters Scaled)
 BJ0124
 BJ0124                          SUPERSEDED SURVEY CONTROL
 BJ0124
 BJ0124  NGVD 29 (??/??/??)   11.126  (m)           36.50   (f) ADJUSTED    ?  
 BJ0124
 BJ0124.Superseded values are not recommended for survey control.
 BJ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0124.See file dsdata.txt to determine how the superseded data were derived.
 BJ0124
 BJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP622905(NAD 83)
 BJ0124_MARKER: Z = SEE DESCRIPTION
 BJ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0124_SP_SET: STONE POST
 BJ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0124+STABILITY: SURFACE MOTION
 BJ0124
 BJ0124  HISTORY     - Date     Condition        Report By
 BJ0124  HISTORY     - UNK      MONUMENTED       DOD
 BJ0124  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0124  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0124
 BJ0124                          STATION DESCRIPTION
 BJ0124
 BJ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0124'2.5 MI SE FROM HERMITAGE.
 BJ0124'IN W BATON ROUGE PARISH, 2.5 MILES SE ALONG THE LEVEE FROM HERMITAGE,
 BJ0124'POINTE COUPEE PARISH, IN FRONT OF A GROUP OF LARGE PECAN TREES AROUND
 BJ0124'THE FORMER WILDWOOD PLANTATION RESIDENCE, ABOUT 135 FEET NE OF A
 BJ0124'BLAZED 36 INCH PECAN TREE, 125 FEET NE OF A BLAZED 40 INCH PECAN TREE,
 BJ0124'120 FEET SOUTH OF A BLAZED 30 INCH PECAN TREE, 115 FEET SE OF A BLAZED
 BJ0124'36 INCH PECAN TREE, 77 FEET BETWEEN A ROAD AND A CORN FIELD, 3.2 FEET
 BJ0124'W OF THE CENTER OF A DITCH.  A STONE POST PROJECTING ABOUT 2 INCHES
 BJ0124'ABOVE GROUND.
 BJ0124
 BJ0124                          STATION RECOVERY (1976)
 BJ0124
 BJ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0124'NOT RECOVERED IN 1964 OR 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0125 ***********************************************************************
 BJ0125  DESIGNATION -  165/4
 BJ0125  PID         -  BJ0125
 BJ0125  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0125  USGS QUAD   -  WALLS (1994)
 BJ0125
 BJ0125                         *CURRENT SURVEY CONTROL
 BJ0125  ___________________________________________________________________
 BJ0125* NAD 83(1986)-  30 34 41.     (N)    091 19 38.     (W)     SCALED    
 BJ0125* NAVD 88     -         9.22   (+/-2cm)      30.2    (feet)  VERTCON   
 BJ0125  ___________________________________________________________________
 BJ0125  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0125
 BJ0125  VERT ORDER  -  ? (See Below)
 BJ0125
 BJ0125.The horizontal coordinates were scaled from a topographic map and have
 BJ0125.an estimated accuracy of +/- 6 seconds.
 BJ0125
 BJ0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0125.The vertical order pertains to the NGVD 29 superseded value.
 BJ0125
 BJ0125.The geoid height was determined by GEOID03.
 BJ0125
 BJ0125;                    North         East    Units  Estimated Accuracy
 BJ0125;SPC LA S     -   230,340.    1,000,590.      MT  (+/- 180 meters Scaled)
 BJ0125
 BJ0125                          SUPERSEDED SURVEY CONTROL
 BJ0125
 BJ0125  NGVD 29 (??/??/??)    9.203  (m)           30.19   (f) ADJUSTED    ?  
 BJ0125
 BJ0125.Superseded values are not recommended for survey control.
 BJ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0125.See file dsdata.txt to determine how the superseded data were derived.
 BJ0125
 BJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP604840(NAD 83)
 BJ0125_MARKER: Q = CHISELED SQUARE
 BJ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0125_SP_SET: STONE POST
 BJ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0125+STABILITY: SURFACE MOTION
 BJ0125
 BJ0125  HISTORY     - Date     Condition        Report By
 BJ0125  HISTORY     - UNK      MONUMENTED       DOD
 BJ0125  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0125  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0125
 BJ0125                          STATION DESCRIPTION
 BJ0125
 BJ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0125'0.5 MI SE FROM WALLS.
 BJ0125'1/2 MILE SE ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 BJ0125'WALLS, WEST BATON ROUGE PARISH, ON THE WALLS PLANTATION, DIRECTLY BACK
 BJ0125'OF THE END OF AN OVERGROWN HEDGE EXTENDING FROM BORROW PITS TO THE
 BJ0125'RIVER BANK, ABOUT 925 FEET BACK OF THE CENTER OF THE LEVEE, 535 FEET
 BJ0125'NW OF A HEDGE AND LAND LINE BETWEEN THE WALLS AND HIGHLAND
 BJ0125'PLANTATIONS, 450 FEET IN FRONT OF THE TRACK, 43 FEET SW OF A BLAZED 8
 BJ0125'INCH PERSIMMON TREE, 30 FEET NW OF A BLAZED 20 INCH GUM TREE, 13 FEET
 BJ0125'S OF AN E AND W DITCH, 3 FEET W OF A N AND S DITCH, AND NEAR A 2 INCH
 BJ0125'GAS PIPE.  THE LOWER INSIDE POINT OF THE LETTER S ON THE TOP OF A
 BJ0125'STONE POST.
 BJ0125
 BJ0125                          STATION RECOVERY (1976)
 BJ0125
 BJ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0125'NOT RECOVERED IN 1964 OR 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1463 ***********************************************************************
 BX1463  DESIGNATION -  168 USGS
 BX1463  PID         -  BX1463
 BX1463  STATE/COUNTY-  LA/WINN
 BX1463  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1463
 BX1463                         *CURRENT SURVEY CONTROL
 BX1463  ___________________________________________________________________
 BX1463* NAD 83(1986)-  31 54 15.     (N)    092 39 31.     (W)     SCALED    
 BX1463* NAVD 88     -        50.99   (+/-2cm)     167.3    (feet)  VERTCON   
 BX1463  ___________________________________________________________________
 BX1463  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1463
 BX1463  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1463
 BX1463.The horizontal coordinates were scaled from a topographic map and have
 BX1463.an estimated accuracy of +/- 6 seconds.
 BX1463
 BX1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1463.The vertical order pertains to the NGVD 29 superseded value.
 BX1463
 BX1463.The geoid height was determined by GEOID03.
 BX1463
 BX1463;                    North         East    Units  Estimated Accuracy
 BX1463;SPC LA N     -   155,700.      985,000.      MT  (+/- 180 meters Scaled)
 BX1463
 BX1463                          SUPERSEDED SURVEY CONTROL
 BX1463
 BX1463  NGVD 29 (??/??/??)   51.012  (m)          167.36   (f) ADJUSTED    1 2
 BX1463
 BX1463.Superseded values are not recommended for survey control.
 BX1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1463.See file dsdata.txt to determine how the superseded data were derived.
 BX1463
 BX1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR322298(NAD 83)
 BX1463_MARKER: P = PIPE CAP
 BX1463_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1463_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1463_STAMPING: 168 1906
 BX1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1463
 BX1463  HISTORY     - Date     Condition        Report By
 BX1463  HISTORY     - 1906     MONUMENTED       USGS
 BX1463  HISTORY     - 1949     GOOD             CGS
 BX1463  HISTORY     - 1974     MARK NOT FOUND   NGS
 BX1463
 BX1463                          STATION DESCRIPTION
 BX1463
 BX1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1463'2.0 MI SW FROM WINNFIELD.
 BX1463'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE LOUISIANA AND
 BX1463'ARKANSAS RAILROAD STATION AT WINNFIELD, THENCE 0.3 MILE NORTHWEST
 BX1463'ALONG A GRADED DIRT ROAD, 0.1 MILE NORTH OF THE FARM HOME OF E.E. RAY,
 BX1463'38 FEET WEST OF THE CENTER LINE OF THE ROAD, 58.0 FEET NORTH OF A 16
 BX1463'INCH TRIANGULAR BLAZED PINE TREE, 61.0 FEET SOUTH OF A 14 INCH
 BX1463'TRIANGULAR BLAZED PINE TREE, 14.0 FEET NORTH OF THE CENTER LINE OF THE
 BX1463'OLD ABANDONED RAILROAD GRADE OF THE LOUISIANA RAILWAY AND NAVIGATION
 BX1463'COMPANY, 2.0 FEET EAST OF A WITNESS POST, A BRONZE CAP RIVETED ON THE
 BX1463'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE
 BX1463'GROUND.
 BX1463
 BX1463                          STATION RECOVERY (1974)
 BX1463
 BX1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BX1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0987 ***********************************************************************
 BJ0987  DESIGNATION -  17
 BJ0987  PID         -  BJ0987
 BJ0987  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0987  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0987
 BJ0987                         *CURRENT SURVEY CONTROL
 BJ0987  ___________________________________________________________________
 BJ0987* NAD 83(1986)-  30 27 51.     (N)    091 06 44.     (W)     SCALED    
 BJ0987* NAVD 88     -        15.559  (meters)      51.05   (feet)  ADJUSTED  
 BJ0987  ___________________________________________________________________
 BJ0987  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0987  DYNAMIC HT  -          15.539 (meters)      50.98  (feet)  COMP
 BJ0987  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BJ0987
 BJ0987  VERT ORDER  -  FIRST     CLASS I
 BJ0987
 BJ0987.The horizontal coordinates were scaled from a topographic map and have
 BJ0987.an estimated accuracy of +/- 6 seconds.
 BJ0987
 BJ0987.The orthometric height was determined by differential leveling
 BJ0987.and adjusted by the National Geodetic Survey in February 1994..
 BJ0987
 BJ0987.The geoid height was determined by GEOID03.
 BJ0987
 BJ0987.The dynamic height is computed by dividing the NAVD 88
 BJ0987.geopotential number by the normal gravity value computed on the
 BJ0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0987.degrees latitude (g = 980.6199 gals.).
 BJ0987
 BJ0987.The modeled gravity was interpolated from observed gravity values.
 BJ0987
 BJ0987;                    North         East    Units  Estimated Accuracy
 BJ0987;SPC LA S     -   217,740.    1,021,230.      MT  (+/- 180 meters Scaled)
 BJ0987
 BJ0987                          SUPERSEDED SURVEY CONTROL
 BJ0987
 BJ0987  NGVD 29 (??/??/??)   15.602  (m)           51.19   (f) ADJUSTED    1 1
 BJ0987
 BJ0987.Superseded values are not recommended for survey control.
 BJ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0987.See file dsdata.txt to determine how the superseded data were derived.
 BJ0987
 BJ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP812717(NAD 83)
 BJ0987_MARKER: DD = SURVEY DISK
 BJ0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0987_SP_SET: CONCRETE POST
 BJ0987_STAMPING: 17
 BJ0987_MARK LOGO: LAWRRI
 BJ0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0987+STABILITY: SURFACE MOTION
 BJ0987
 BJ0987  HISTORY     - Date     Condition        Report By
 BJ0987  HISTORY     - UNK      MONUMENTED       LOCENG
 BJ0987  HISTORY     - 1976     GOOD             NGS
 BJ0987  HISTORY     - 1987     GOOD             LA-033
 BJ0987
 BJ0987                          STATION DESCRIPTION
 BJ0987
 BJ0987'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) UNK
 BJ0987'IN BATON ROUGE.
 BJ0987'IN THE MEDIAN OF WOODDALE BOULEVARD, 88.6 FEET NORTH OF A CROSSOVER
 BJ0987'TO THE CAPITAL BANK, 56.5 FEET NORTHEAST OF A FIRE HYDRANT, 41.5 FEET
 BJ0987'EAST OF UTILITY POLE NUMBER 319-29, 9.6 FEET EAST OF THE CENTER LINE
 BJ0987'OF THE SOUTH BOUND LANE OF WOODDALE BOULEVARD. A DISK SET IN THE TOP
 BJ0987'OF A CONCRETE POST PROJECTING 2 INCHES.
 BJ0987
 BJ0987                          STATION RECOVERY (1976)
 BJ0987
 BJ0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0987'RECOVERED IN GOOD CONDITION.
 BJ0987
 BJ0987                          STATION RECOVERY (1987)
 BJ0987
 BJ0987'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4038 ***********************************************************************
 BJ4038  DESIGNATION -  17 59
 BJ4038  PID         -  BJ4038
 BJ4038  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4038  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4038
 BJ4038                         *CURRENT SURVEY CONTROL
 BJ4038  ___________________________________________________________________
 BJ4038* NAD 83(1986)-  30 23 11.     (N)    091 09 07.     (W)     SCALED    
 BJ4038* NAVD 88     -        13.538  (meters)      44.42   (feet)  ADJUSTED  
 BJ4038  ___________________________________________________________________
 BJ4038  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4038  DYNAMIC HT  -          13.520 (meters)      44.36  (feet)  COMP
 BJ4038  MODELED GRAV-     979,332.1   (mgal)                       NAVD 88
 BJ4038
 BJ4038  VERT ORDER  -  SECOND    CLASS II
 BJ4038
 BJ4038.The horizontal coordinates were scaled from a topographic map and have
 BJ4038.an estimated accuracy of +/- 6 seconds.
 BJ4038
 BJ4038.The orthometric height was determined by differential leveling
 BJ4038.and adjusted by the National Geodetic Survey in February 1994..
 BJ4038
 BJ4038.The geoid height was determined by GEOID03.
 BJ4038
 BJ4038.The dynamic height is computed by dividing the NAVD 88
 BJ4038.geopotential number by the normal gravity value computed on the
 BJ4038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4038.degrees latitude (g = 980.6199 gals.).
 BJ4038
 BJ4038.The modeled gravity was interpolated from observed gravity values.
 BJ4038
 BJ4038;                    North         East    Units  Estimated Accuracy
 BJ4038;SPC LA S     -   209,110.    1,017,430.      MT  (+/- 180 meters Scaled)
 BJ4038
 BJ4038                          SUPERSEDED SURVEY CONTROL
 BJ4038
 BJ4038.No superseded survey control is available for this station.
 BJ4038
 BJ4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP775630(NAD 83)
 BJ4038_MARKER: DB = BENCH MARK DISK
 BJ4038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4038_SP_SET: CONCRETE POST
 BJ4038_STAMPING: 17-59 1959
 BJ4038_MARK LOGO: LA-033
 BJ4038_PROJECTION: FLUSH
 BJ4038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4038+STABILITY: SURFACE MOTION
 BJ4038
 BJ4038  HISTORY     - Date     Condition        Report By
 BJ4038  HISTORY     - 1959     MONUMENTED       LA-033
 BJ4038  HISTORY     - 1987     GOOD             LA-033
 BJ4038
 BJ4038                          STATION DESCRIPTION
 BJ4038
 BJ4038'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4038'IN BATON ROUGE.
 BJ4038'THE MARK IS LOCATED AT THE JUNCTION OF HIGHLAND ROAD AND NELSON DRIVE
 BJ4038'ABOUT 3.0 KM (1.9 MI) SOUTH OF THE LSU CAMPUS, 13.3 METERS (43 FT)
 BJ4038'NORTHEAST OF THE CENTERLINE OF HIGHLAND ROAD, 7.8 METERS (25 FT)
 BJ4038'NORTHWEST OF THE CENTERLINE OF NELSON DRIVE, AND 4.2 METERS (13.5 FT)
 BJ4038'EAST OF A 20-INCH LIVE OAK TREE ON A FENCE LINE.
 BJ4038'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 BJ4038'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3901 ***********************************************************************
 BJ3901  DESIGNATION -  17 87
 BJ3901  PID         -  BJ3901
 BJ3901  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3901  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3901
 BJ3901                         *CURRENT SURVEY CONTROL
 BJ3901  ___________________________________________________________________
 BJ3901* NAD 83(1986)-  30 21 04.     (N)    091 07 46.     (W)     SCALED    
 BJ3901* NAVD 88     -         6.976  (meters)      22.89   (feet)  ADJUSTED  
 BJ3901  ___________________________________________________________________
 BJ3901  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3901  DYNAMIC HT  -           6.967 (meters)      22.86  (feet)  COMP
 BJ3901  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BJ3901
 BJ3901  VERT ORDER  -  SECOND    CLASS II
 BJ3901
 BJ3901.The horizontal coordinates were scaled from a topographic map and have
 BJ3901.an estimated accuracy of +/- 6 seconds.
 BJ3901
 BJ3901.The orthometric height was determined by differential leveling
 BJ3901.and adjusted by the National Geodetic Survey in February 1994..
 BJ3901
 BJ3901.The geoid height was determined by GEOID03.
 BJ3901
 BJ3901.The dynamic height is computed by dividing the NAVD 88
 BJ3901.geopotential number by the normal gravity value computed on the
 BJ3901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3901.degrees latitude (g = 980.6199 gals.).
 BJ3901
 BJ3901.The modeled gravity was interpolated from observed gravity values.
 BJ3901
 BJ3901;                    North         East    Units  Estimated Accuracy
 BJ3901;SPC LA S     -   205,200.    1,019,600.      MT  (+/- 180 meters Scaled)
 BJ3901
 BJ3901                          SUPERSEDED SURVEY CONTROL
 BJ3901
 BJ3901.No superseded survey control is available for this station.
 BJ3901
 BJ3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP797591(NAD 83)
 BJ3901_MARKER: DB = BENCH MARK DISK
 BJ3901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3901_SP_SET: CONCRETE POST
 BJ3901_STAMPING: 17-87 1987
 BJ3901_MARK LOGO: LA-033
 BJ3901_PROJECTION: FLUSH
 BJ3901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3901+STABILITY: SURFACE MOTION
 BJ3901
 BJ3901  HISTORY     - Date     Condition        Report By
 BJ3901  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3901
 BJ3901                          STATION DESCRIPTION
 BJ3901
 BJ3901'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3901'IN BATON ROUGE.
 BJ3901'LOCATED SOUTH OF THE CITY OF BATON ROUGE ABOUT 2.0 KM (1.3 MI) SOUTH
 BJ3901'SOUTHWEST OF THE INTERSECTION OF GARDERE LANE AND HIGHLAND ROAD TO
 BJ3901'THE JUNCTION OF GARDERE LANE AND OLD HERMITAGE PARKWAY TO THE MARK
 BJ3901'SET IN THE MEDIAN OF OLD HERMITAGE PARKWAY, 4.5 METERS (15 FEET)
 BJ3901'SOUTHEAST OF THE SOUTH CURB OF THE ENTRANCE TO OLD HERMITAGE PARKWAY,
 BJ3901'AND 0.91 METERS (3 FEET) NORTHWEST OF A 3-INCH IRON POST.
 BJ3901'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3901'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4032 ***********************************************************************
 BJ4032  DESIGNATION -  17 A 001
 BJ4032  PID         -  BJ4032
 BJ4032  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4032  USGS QUAD   -  PLAQUEMINE (1992)
 BJ4032
 BJ4032                         *CURRENT SURVEY CONTROL
 BJ4032  ___________________________________________________________________
 BJ4032* NAD 83(1992)-  30 20 17.36632(N)    091 08 11.09110(W)     ADJUSTED  
 BJ4032* NAVD 88     -         6.874  (meters)      22.55   (feet)  ADJUSTED  
 BJ4032  ___________________________________________________________________
 BJ4032  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BJ4032  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4032  DYNAMIC HT  -           6.865 (meters)      22.52  (feet)  COMP
 BJ4032  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 BJ4032
 BJ4032  HORZ ORDER  -  SECOND
 BJ4032  VERT ORDER  -  SECOND    CLASS II
 BJ4032
 BJ4032.The horizontal coordinates were established by classical geodetic methods
 BJ4032.and adjusted by the National Geodetic Survey in January 1993..
 BJ4032
 BJ4032.The orthometric height was determined by differential leveling
 BJ4032.and adjusted by the National Geodetic Survey in February 1994..
 BJ4032
 BJ4032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4032
 BJ4032.The geoid height was determined by GEOID03.
 BJ4032
 BJ4032.The dynamic height is computed by dividing the NAVD 88
 BJ4032.geopotential number by the normal gravity value computed on the
 BJ4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4032.degrees latitude (g = 980.6199 gals.).
 BJ4032
 BJ4032.The modeled gravity was interpolated from observed gravity values.
 BJ4032
 BJ4032;                    North         East     Units Scale Factor Converg.
 BJ4032;SPC LA S     -   203,766.643 1,018,934.159   MT  0.99994301   +0 05 54.5
 BJ4032;SPC LA S     -   668,524.39  3,342,953.15   sFT  0.99994301   +0 05 54.5
 BJ4032;UTM  15      - 3,357,728.756   679,141.618   MT  0.99999592   +0 56 29.6
 BJ4032
 BJ4032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4032!SPC LA S     -   1.00000318  x   0.99994301  =   0.99994619
 BJ4032!UTM  15      -   1.00000318  x   0.99999592  =   0.99999910
 BJ4032
 BJ4032:                Primary Azimuth Mark                     Grid Az
 BJ4032:SPC LA S     -  17A002 LDH 1968                          333 08 41.3
 BJ4032:UTM  15      -  17A002 LDH 1968                          332 18 06.2
 BJ4032
 BJ4032|---------------------------------------------------------------------|
 BJ4032| PID    Reference Object                     Distance      Geod. Az  |
 BJ4032|                                                           dddmmss.s |
 BJ4032| BJ5015 17A002 LDH 1968                     APPROX. 1.0 KM 3331435.8 |
 BJ4032|---------------------------------------------------------------------|
 BJ4032
 BJ4032                          SUPERSEDED SURVEY CONTROL
 BJ4032
 BJ4032  NAD 83(1986)-  30 20 17.38439(N)    091 08 11.08968(W) AD(       ) 2
 BJ4032  NAD 27      -  30 20 16.69086(N)    091 08 10.71041(W) AD(       ) 2
 BJ4032  NGVD 29 (07/19/86)    7.7    (m)           25.     (f) VERT ANG       
 BJ4032
 BJ4032.Superseded values are not recommended for survey control.
 BJ4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4032.See file dsdata.txt to determine how the superseded data were derived.
 BJ4032
 BJ4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7914257729(NAD 83)
 BJ4032_MARKER: DB = BENCH MARK DISK
 BJ4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4032_SP_SET: CONCRETE POST
 BJ4032_STAMPING: 17 A 001 1968
 BJ4032_MARK LOGO: LADH  
 BJ4032_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ4032_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4032+STABILITY: SURFACE MOTION
 BJ4032
 BJ4032  HISTORY     - Date     Condition        Report By
 BJ4032  HISTORY     - 1968     MONUMENTED       LADH
 BJ4032  HISTORY     - 1987     GOOD             LADTD
 BJ4032  HISTORY     - 1987     GOOD             LA-033
 BJ4032
 BJ4032                          STATION DESCRIPTION
 BJ4032
 BJ4032'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4032'THIS STATION IS LOCATED SOUTH ALONG STATE HIGHWAY 30, 0.50 MILE FROM
 BJ4032'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 327.  THE
 BJ4032'STATION IS SET TO THE EAST OF A HIGHWAY CROSS DRAIN AND FENCE, 1.70
 BJ4032'FEET SOUTH OF A METAL WITNESS POST AND SIGN, 4.50 FEET WEST OF A
 BJ4032'FENCE LEADING NORTH-SOUTH, 36.05 FEET SOUTH OF A POWER POLE, 33.10
 BJ4032'FEET SOUTHEAST OF THE CENTER OF THE HEADWALL ON A CROSS DRAIN
 BJ4032'UNDER HIGHWAY 30, AND 56.60 FEET EAST OF THE CENTER OF STATE HIGHWAY
 BJ4032'30.
 BJ4032'
 BJ4032'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4032'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE.  STATION IS
 BJ4032'STAMPED 17A001 1968.
 BJ4032'
 BJ4032'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ4032'STATE HIGHWAY 327, FOLLOW HIGHWAY 30 FOR 0.50 MILE TO THE STATION
 BJ4032'SET TO THE EAST OF THE HIGHWAY.
 BJ4032
 BJ4032                          STATION RECOVERY (1987)
 BJ4032
 BJ4032'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 BJ4032'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ4032
 BJ4032                          STATION RECOVERY (1987)
 BJ4032
 BJ4032'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4032'IN BATON ROUGE.
 BJ4032'ABOUT 1.0 KM (0.6 MI) SOUTH ON STATE HIGHWAY 30 (NICHOLSON DRIVE)
 BJ4032'FROM THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 327
 BJ4032'(GARDERE LANE) TO THE MARK ON THE EAST SIDE OF STATE HIGHWAY 30, 16.7
 BJ4032'METERS (56.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS
 BJ4032'(36.05 FT) SOUTH OF A POWER POLE, 10.1 METERS (33.1 FT) SOUTHEAST OF
 BJ4032'THE CENTER OF A HEADWALL ON A CROSS DRAIN UNDER THE HIGHWAY, AND 1.4
 BJ4032'METERS (4.5 FT) WEST OF A NORTH-SOUTH FENCE LINE.
 BJ4032'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ4032'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0080 ***********************************************************************
 BJ0080  DESIGNATION -  17 ABLDAPA
 BJ0080  PID         -  BJ0080
 BJ0080  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0080  USGS QUAD   -  PORT HUDSON (1994)
 BJ0080
 BJ0080                         *CURRENT SURVEY CONTROL
 BJ0080  ___________________________________________________________________
 BJ0080* NAD 83(1986)-  30 38 42.     (N)    091 19 31.     (W)     SCALED    
 BJ0080* NAVD 88     -         9.905  (meters)      32.50   (feet)  ADJUSTED  
 BJ0080  ___________________________________________________________________
 BJ0080  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0080  DYNAMIC HT  -           9.892 (meters)      32.45  (feet)  COMP
 BJ0080  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 BJ0080
 BJ0080  VERT ORDER  -  FIRST     CLASS I
 BJ0080
 BJ0080.The horizontal coordinates were scaled from a topographic map and have
 BJ0080.an estimated accuracy of +/- 6 seconds.
 BJ0080
 BJ0080.The orthometric height was determined by differential leveling
 BJ0080.and adjusted by the National Geodetic Survey in February 1994..
 BJ0080
 BJ0080.The geoid height was determined by GEOID03.
 BJ0080
 BJ0080.The dynamic height is computed by dividing the NAVD 88
 BJ0080.geopotential number by the normal gravity value computed on the
 BJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0080.degrees latitude (g = 980.6199 gals.).
 BJ0080
 BJ0080.The modeled gravity was interpolated from observed gravity values.
 BJ0080
 BJ0080;                    North         East    Units  Estimated Accuracy
 BJ0080;SPC LA S     -   237,770.    1,000,770.      MT  (+/- 180 meters Scaled)
 BJ0080
 BJ0080                          SUPERSEDED SURVEY CONTROL
 BJ0080
 BJ0080  NAVD 88 (06/15/91)    9.936  (m)           32.60   (f) UNKNOWN     1 1
 BJ0080  NGVD 29 (??/??/??)    9.894  (m)           32.46   (f) ADJUSTED    1 1
 BJ0080
 BJ0080.Superseded values are not recommended for survey control.
 BJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0080.See file dsdata.txt to determine how the superseded data were derived.
 BJ0080
 BJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP604914(NAD 83)
 BJ0080_MARKER: P = PIPE CAP
 BJ0080_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0080_SP_SET: 109.8 FT 1-INCH IRON PIPE
 BJ0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0080
 BJ0080  HISTORY     - Date     Condition        Report By
 BJ0080  HISTORY     - 1975     MONUMENTED       USE
 BJ0080  HISTORY     - 1976     GOOD             NGS
 BJ0080
 BJ0080                          STATION DESCRIPTION
 BJ0080
 BJ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0080'9.25 MI NW FROM DEVALL.
 BJ0080'9.25 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0080'ELEMENTARY SCHOOL AT DEVALL, AT THE JUNCTION WITH A FIELD ENTRANCE
 BJ0080'ROAD LEADING SOUTHWEST, 49 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0080'HIGHWAY, 240 FT SOUTHEAST OF THE SOUTHEAST CORNER OF END GATE
 BJ0080'67.5 FT NORTH OF THE CENTER OF JUNCTION OF THE FIELD ROAD, 9.0 FT
 BJ0080'NORTHEAST OF A FENCE, A 1-INCH PIPE DRIVEN TO A DEPTH OF 109.8 FT
 BJ0080'ENCASED IN A 2-INCH PIPE BORED TO A DEPTH OF 95.7 FT, ACCESS THROUGH
 BJ0080'A 3-INCH PIPE AND CAP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3918 ***********************************************************************
 BJ3918  DESIGNATION -  17 B 001
 BJ3918  PID         -  BJ3918
 BJ3918  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3918  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3918
 BJ3918                         *CURRENT SURVEY CONTROL
 BJ3918  ___________________________________________________________________
 BJ3918* NAD 83(1992)-  30 21 15.00643(N)    091 08 47.04634(W)     ADJUSTED  
 BJ3918* NAVD 88     -         6.593  (meters)      21.63   (feet)  ADJUSTED  
 BJ3918  ___________________________________________________________________
 BJ3918  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ3918  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3918  DYNAMIC HT  -           6.584 (meters)      21.60  (feet)  COMP
 BJ3918  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 BJ3918
 BJ3918  HORZ ORDER  -  SECOND
 BJ3918  VERT ORDER  -  SECOND    CLASS II
 BJ3918
 BJ3918.The horizontal coordinates were established by classical geodetic methods
 BJ3918.and adjusted by the National Geodetic Survey in January 1993..
 BJ3918
 BJ3918.The orthometric height was determined by differential leveling
 BJ3918.and adjusted by the National Geodetic Survey in February 1994..
 BJ3918
 BJ3918.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3918
 BJ3918.The geoid height was determined by GEOID03.
 BJ3918
 BJ3918.The dynamic height is computed by dividing the NAVD 88
 BJ3918.geopotential number by the normal gravity value computed on the
 BJ3918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3918.degrees latitude (g = 980.6199 gals.).
 BJ3918
 BJ3918.The modeled gravity was interpolated from observed gravity values.
 BJ3918
 BJ3918;                    North         East     Units Scale Factor Converg.
 BJ3918;SPC LA S     -   205,539.900 1,017,970.941   MT  0.99994469   +0 05 36.5
 BJ3918;SPC LA S     -   674,342.16  3,339,793.00   sFT  0.99994469   +0 05 36.5
 BJ3918;UTM  15      - 3,359,487.733   678,152.356   MT  0.99999156   +0 56 13.0
 BJ3918
 BJ3918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3918!SPC LA S     -   1.00000323  x   0.99994469  =   0.99994792
 BJ3918!UTM  15      -   1.00000323  x   0.99999156  =   0.99999479
 BJ3918
 BJ3918:                Primary Azimuth Mark                     Grid Az
 BJ3918:SPC LA S     -  17B002 LDH 1968                          327 10 04.9
 BJ3918:UTM  15      -  17B002 LDH 1968                          326 19 28.4
 BJ3918
 BJ3918|---------------------------------------------------------------------|
 BJ3918| PID    Reference Object                     Distance      Geod. Az  |
 BJ3918|                                                           dddmmss.s |
 BJ3918| BJ5016 17B002 LDH 1968                     APPROX. 0.7 KM 3271541.4 |
 BJ3918|---------------------------------------------------------------------|
 BJ3918
 BJ3918                          SUPERSEDED SURVEY CONTROL
 BJ3918
 BJ3918  NAD 83(1986)-  30 21 15.02463(N)    091 08 47.04483(W) AD(       ) 2
 BJ3918  NAD 27      -  30 21 14.33242(N)    091 08 46.66379(W) AD(       ) 2
 BJ3918  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 BJ3918
 BJ3918.Superseded values are not recommended for survey control.
 BJ3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3918.See file dsdata.txt to determine how the superseded data were derived.
 BJ3918
 BJ3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7815259488(NAD 83)
 BJ3918_MARKER: DE = TRAVERSE STATION DISK
 BJ3918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3918_SP_SET: CONCRETE POST
 BJ3918_STAMPING: 17B001 1968
 BJ3918_MARK LOGO: LADH  
 BJ3918_PROJECTION: PROJECTING 4 CENTIMETERS
 BJ3918_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3918+STABILITY: SURFACE MOTION
 BJ3918
 BJ3918  HISTORY     - Date     Condition        Report By
 BJ3918  HISTORY     - 1968     MONUMENTED       LADH
 BJ3918  HISTORY     - 1987     GOOD             LADTD
 BJ3918  HISTORY     - 1987     GOOD             LA-033
 BJ3918
 BJ3918                          STATION DESCRIPTION
 BJ3918
 BJ3918'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ3918'THIS STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 0.75 MILES FROM
 BJ3918'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 327.  THE
 BJ3918'STATION IS EAST OF THE HIGHWAY NEAR THE FENCE, 1.80 FEET SOUTH OF A
 BJ3918'METAL WITNESS POST AND SIGN, 3.04 FEET WEST OF A FENCE LEADING
 BJ3918'NORTH-SOUTH, 46.0 FEET EAST OF THE CENTER OF STATE HIGHWAY 30,
 BJ3918'20.00 FEET WEST OF THE CORNER POST ON THE SOUTHWEST CORNER OF A
 BJ3918'CATTLE PEN AROUND A BARN, AND 200 FEET SOUTH OF THE CENTER OF A
 BJ3918'DIRT DRIVE TO THE BARN.
 BJ3918'
 BJ3918'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ3918'CONCRETE POST, PROJECTING 4 INCHES ABOVE SURFACE.  STATION IS
 BJ3918'STAMPED 17B001 1968.
 BJ3918'
 BJ3918'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ3918'STATE HIGHWAY 327, FOLLOW STATE HIGHWAY 30 NORTH FOR 0.75 MILE TO
 BJ3918'THE STATION SET TO THE EAST OF THE HIGHWAY.
 BJ3918
 BJ3918                          STATION RECOVERY (1987)
 BJ3918
 BJ3918'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 BJ3918'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ3918'LOCATED ABOUT 1.2 KM (0.75 MI) NORTH ON STATE HIGHWAY 30, FROM THE
 BJ3918'JUNCTION OF STATE HIGHWAYS 30 AND 327.  74.9 METERS (246 FT) SOUTH
 BJ3918'OF THE CENTER OF A DIM FEILD ROAD, 24.4 METERS (80 FT) SOUTH OF A
 BJ3918'POWER POLE, 14 METERS (46 FT) EAST OF THE CENTER OF THE HIGHWAY AND
 BJ3918'0.6 METER (2 FT) SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3918
 BJ3918                          STATION RECOVERY (1987)
 BJ3918
 BJ3918'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3918'IN BATON ROUGE.
 BJ3918'ABOUT 1.2 KM (0.75 MI) NORTH ON HIGHLAND ROAD FROM THE INTERSECTION
 BJ3918'OF HIGHLAND ROAD AND GARDERE LANE TO THE MARK SET ON THE EAST SIDE OF
 BJ3918'ROAD NEAR FIELD, 14.0 METERS (46.0 FEET) EAST OF THE CENTER OF THE
 BJ3918'ROAD, 75.0 METERS (246 FEET) SOUTH OF THE CENTER OF A FIELD DRIVE,
 BJ3918'24.3 METERS (80 FEET) SOUTH OF A POWER POLE.
 BJ3918'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 BJ3918'THE MARK IS 0.61 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4034 ***********************************************************************
 BJ4034  DESIGNATION -  17 B 004
 BJ4034  PID         -  BJ4034
 BJ4034  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4034  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4034
 BJ4034                         *CURRENT SURVEY CONTROL
 BJ4034  ___________________________________________________________________
 BJ4034* NAD 83(1992)-  30 22 56.55239(N)    091 10 03.31578(W)     ADJUSTED  
 BJ4034* NAVD 88     -         6.138  (meters)      20.14   (feet)  ADJUSTED  
 BJ4034  ___________________________________________________________________
 BJ4034  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ4034  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4034  DYNAMIC HT  -           6.130 (meters)      20.11  (feet)  COMP
 BJ4034  MODELED GRAV-     979,331.4   (mgal)                       NAVD 88
 BJ4034
 BJ4034  HORZ ORDER  -  SECOND
 BJ4034  VERT ORDER  -  SECOND    CLASS II
 BJ4034
 BJ4034.The horizontal coordinates were established by classical geodetic methods
 BJ4034.and adjusted by the National Geodetic Survey in January 1993..
 BJ4034
 BJ4034.The orthometric height was determined by differential leveling
 BJ4034.and adjusted by the National Geodetic Survey in February 1994..
 BJ4034
 BJ4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4034
 BJ4034.The geoid height was determined by GEOID03.
 BJ4034
 BJ4034.The dynamic height is computed by dividing the NAVD 88
 BJ4034.geopotential number by the normal gravity value computed on the
 BJ4034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4034.degrees latitude (g = 980.6199 gals.).
 BJ4034
 BJ4034.The modeled gravity was interpolated from observed gravity values.
 BJ4034
 BJ4034;                    North         East     Units Scale Factor Converg.
 BJ4034;SPC LA S     -   208,663.609 1,015,929.677   MT  0.99994783   +0 04 58.3
 BJ4034;SPC LA S     -   684,590.52  3,333,095.95   sFT  0.99994783   +0 04 58.3
 BJ4034;UTM  15      - 3,362,581.168   676,065.226   MT  0.99998244   +0 55 37.3
 BJ4034
 BJ4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4034!SPC LA S     -   1.00000331  x   0.99994783  =   0.99995114
 BJ4034!UTM  15      -   1.00000331  x   0.99998244  =   0.99998575
 BJ4034
 BJ4034:                Primary Azimuth Mark                     Grid Az
 BJ4034:SPC LA S     -  17B003 LDH 1968                          147 15 44.6
 BJ4034:UTM  15      -  17B003 LDH 1968                          146 25 05.6
 BJ4034
 BJ4034|---------------------------------------------------------------------|
 BJ4034| PID    Reference Object                     Distance      Geod. Az  |
 BJ4034|                                                           dddmmss.s |
 BJ4034| BJ5017 17B003 LDH 1968                     APPROX. 1.5 KM 1472042.9 |
 BJ4034|---------------------------------------------------------------------|
 BJ4034
 BJ4034                          SUPERSEDED SURVEY CONTROL
 BJ4034
 BJ4034  NAD 83(1986)-  30 22 56.57066(N)    091 10 03.31401(W) AD(       ) 2
 BJ4034  NAD 27      -  30 22 55.88095(N)    091 10 02.92962(W) AD(       ) 2
 BJ4034  NGVD 29 (07/19/86)    6.1    (m)           20.     (f) VERT ANG       
 BJ4034
 BJ4034.Superseded values are not recommended for survey control.
 BJ4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4034.See file dsdata.txt to determine how the superseded data were derived.
 BJ4034
 BJ4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7606562581(NAD 83)
 BJ4034_MARKER: DB = BENCH MARK DISK
 BJ4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4034_SP_SET: CONCRETE POST
 BJ4034_STAMPING: 17B004 1968
 BJ4034_MARK LOGO: LADH  
 BJ4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4034+STABILITY: SURFACE MOTION
 BJ4034
 BJ4034  HISTORY     - Date     Condition        Report By
 BJ4034  HISTORY     - 1968     MONUMENTED       LADH
 BJ4034  HISTORY     - 1985     GOOD             LOCENG
 BJ4034  HISTORY     - 1987     GOOD             LA-033
 BJ4034
 BJ4034                          STATION DESCRIPTION
 BJ4034
 BJ4034'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4034'THIS STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 3.25 MILES FROM
 BJ4034'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 327.  THE
 BJ4034'STATION IS SET TO THE WEST OF THE HIGHWAY SOUTH OF BEN HUR ROAD,
 BJ4034'1.40 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 22.90 FEET SOUTH
 BJ4034'OF THE CENTER OF BEN HUR ROAD, 46.65 FEET EAST OF THE EAST RAIL ON
 BJ4034'THE ILLINOIS CENTRAL RAILROAD, 7.95 FEET NORTHEAST OF A POWER
 BJ4034'POLE, AND 62.0 FEET WEST OF THE CENTER OF STATE HIGHWAY 30.
 BJ4034'
 BJ4034'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4034'CONCRETE POST PROJECTING 4 INCHES.  STATION IS STAMPED 17B004 1968.
 BJ4034'
 BJ4034'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ4034'STATE HIGHWAY 327, FOLLOW STATE HIGHWAY 30 NORTH FOR 3.25 MILES TO
 BJ4034'THE STATION SET TO THE WEST OF THE HIGHWAY.
 BJ4034
 BJ4034                          STATION RECOVERY (1985)
 BJ4034
 BJ4034'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (GD)
 BJ4034'17B004 USC AND GS, LDH FOUND GOOD.
 BJ4034'
 BJ4034'DID NOT HAVE PUBLISHED DESCRIPTION.  MARK WAS FOUND SOUTH ALONG
 BJ4034'HWY. 30, APPROX. 500 FEET SOUTH OF BEN HUR ROAD, 8.3 FEET N/E OF
 BJ4034'POWER POLE, 45.8 FEET EAST OF EAST RAIL OF R.R. TRACK, 62.5 FEET WEST
 BJ4034'OF C/L OF HWY. 30.
 BJ4034'
 BJ4034'NOT ON NGS LEVELS.
 BJ4034'
 BJ4034'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH ALONG HWY. NO. 30
 BJ4034'IN BATON ROUGE CITY LIMITS.
 BJ4034
 BJ4034                          STATION RECOVERY (1987)
 BJ4034
 BJ4034'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4034'IN BATON ROUGE.
 BJ4034'THIS STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 3.25 MILES FROM
 BJ4034'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 327.  THE
 BJ4034'STATION IS SET TO THE WEST OF THE HIGHWAY SOUTH OF BEN HUR ROAD, 1.40
 BJ4034'FEET SOUTH OF A METAL WITNESS POST AND SIGN, 22.90 FEET SOUTH OF THE
 BJ4034'CENTER OF BEN HUR ROAD, 46.65 FEET EAST OF THE EAST RAIL ON THE
 BJ4034'ILLINOIS CENTRAL RAILROAD, 7.95 FEET NORTHEAST OF A POWER POLE, AND
 BJ4034'62.0 FEET WEST OF THE CENTER OF STATE HIGHWAY 30.  THE STATION IS
 BJ4034'MARKED BY A STANDARD BRONZE DISK SET IN A ROUND CONCRETE POST
 BJ4034'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4035 ***********************************************************************
 BJ4035  DESIGNATION -  17 B 005
 BJ4035  PID         -  BJ4035
 BJ4035  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4035  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4035
 BJ4035                         *CURRENT SURVEY CONTROL
 BJ4035  ___________________________________________________________________
 BJ4035* NAD 83(1992)-  30 23 49.71008(N)    091 10 41.33170(W)     ADJUSTED  
 BJ4035* NAVD 88     -         6.687  (meters)      21.94   (feet)  ADJUSTED  
 BJ4035  ___________________________________________________________________
 BJ4035  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4035  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4035  DYNAMIC HT  -           6.679 (meters)      21.91  (feet)  COMP
 BJ4035  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 BJ4035
 BJ4035  HORZ ORDER  -  SECOND
 BJ4035  VERT ORDER  -  SECOND    CLASS II
 BJ4035
 BJ4035.The horizontal coordinates were established by classical geodetic methods
 BJ4035.and adjusted by the National Geodetic Survey in January 1993..
 BJ4035
 BJ4035.The orthometric height was determined by differential leveling
 BJ4035.and adjusted by the National Geodetic Survey in February 1994..
 BJ4035
 BJ4035.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4035
 BJ4035.The geoid height was determined by GEOID03.
 BJ4035
 BJ4035.The dynamic height is computed by dividing the NAVD 88
 BJ4035.geopotential number by the normal gravity value computed on the
 BJ4035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4035.degrees latitude (g = 980.6199 gals.).
 BJ4035
 BJ4035.The modeled gravity was interpolated from observed gravity values.
 BJ4035
 BJ4035;                    North         East     Units Scale Factor Converg.
 BJ4035;SPC LA S     -   210,299.049 1,014,912.550   MT  0.99994958   +0 04 39.3
 BJ4035;SPC LA S     -   689,956.13  3,329,758.92   sFT  0.99994958   +0 04 39.3
 BJ4035;UTM  15      - 3,364,201.494   675,024.078   MT  0.99997792   +0 55 19.5
 BJ4035
 BJ4035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4035!SPC LA S     -   1.00000322  x   0.99994958  =   0.99995280
 BJ4035!UTM  15      -   1.00000322  x   0.99997792  =   0.99998114
 BJ4035
 BJ4035:                Primary Azimuth Mark                     Grid Az
 BJ4035:SPC LA S     -  17 B 006 LADH                            327 01 43.5
 BJ4035:UTM  15      -  17 B 006 LADH                            326 11 03.3
 BJ4035
 BJ4035|---------------------------------------------------------------------|
 BJ4035| PID    Reference Object                     Distance      Geod. Az  |
 BJ4035|                                                           dddmmss.s |
 BJ4035| BJ2099 17 B 006 LADH                       APPROX. 1.4 KM 3270622.8 |
 BJ4035|---------------------------------------------------------------------|
 BJ4035
 BJ4035                          SUPERSEDED SURVEY CONTROL
 BJ4035
 BJ4035  NAD 83(1986)-  30 23 49.72838(N)    091 10 41.32981(W) AD(       ) 2
 BJ4035  NAD 27      -  30 23 49.04013(N)    091 10 40.94378(W) AD(       ) 2
 BJ4035  NGVD 29 (07/19/86)    6.7    (m)           22.     (f) VERT ANG       
 BJ4035
 BJ4035.Superseded values are not recommended for survey control.
 BJ4035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4035.See file dsdata.txt to determine how the superseded data were derived.
 BJ4035
 BJ4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7502464201(NAD 83)
 BJ4035_MARKER: DB = BENCH MARK DISK
 BJ4035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4035_SP_SET: CONCRETE POST
 BJ4035_STAMPING: 17B005 1968
 BJ4035_MARK LOGO: LADH  
 BJ4035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4035+STABILITY: SURFACE MOTION
 BJ4035
 BJ4035  HISTORY     - Date     Condition        Report By
 BJ4035  HISTORY     - 1968     MONUMENTED       LADH
 BJ4035  HISTORY     - 1985     GOOD             LOCENG
 BJ4035  HISTORY     - 1987     GOOD             LA-033
 BJ4035
 BJ4035                          STATION DESCRIPTION
 BJ4035
 BJ4035'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4035'THIS STATION IS LOCATED SOUTH ALONG STATE HIGHWAY 30, 1.0 MILE FROM
 BJ4035'THE INTERSECTION OF STATE HIGHWAY 42 AND STATE HIGHWAY 30.  THE
 BJ4035'STATION IS SET TO THE EAST OF THE HIGHWAY NEAR THE UNIVERSITY SOUTH
 BJ4035'SUBDIVISION, 1.80 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 BJ4035'3.50 FEET WEST OF A POWER POLE, 28.85 FEET NORTHWEST OF A CORNER
 BJ4035'ON A CHAIN LINK FENCE, 59.70 FEET SOUTH OF A POWER POLE, 11.60 FEET
 BJ4035'NORTHEAST OF THE NORTH END OF A SIDE DRAIN, 42.25 FEET EAST OF THE
 BJ4035'CENTER OF STATE HIGHWAY 30, AND 10.40 FEET NORTHWEST OF AN OLD FENCE
 BJ4035'CORNER.
 BJ4035'
 BJ4035'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4035'CONCRETE POST PROJECTING 4 INCHES.  STATION IS STAMPED 17B005 1968.
 BJ4035'
 BJ4035'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ4035'STATE HIGHWAY 42, FOLLOW STATE HIGHWAY 30 SOUTH FOR 1.0 MILE TO THE
 BJ4035'STATION SET TO THE EAST OF THE HIGHWAY.
 BJ4035
 BJ4035                          STATION RECOVERY (1985)
 BJ4035
 BJ4035'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (GD)
 BJ4035'17B005 USC AND GS, LDH FOUND GOOD.
 BJ4035'
 BJ4035'DID NOT HAVE PUBLISHED DESCRIPTION.  MARK WAS FOUND APPROX. 155 FEET
 BJ4035'NORTH OF C/L OF BOB PETIT ROAD, 4 FEET WEST OF POWER POLE AND 42
 BJ4035'FEET EAST OF C/L OF HWY. NO. 30.  MARK IS BETWEEN TIGERLAND GROCERY
 BJ4035'AND PIZZA HUT.
 BJ4035'
 BJ4035'NOT ON NGS LEVELS.
 BJ4035'
 BJ4035'DISTANCE AND DIRECTION FROM NEAREST TOWN--ALONG STATE HWY. NO. 30 IN
 BJ4035'BATON ROUGE CITY LIMITS.
 BJ4035
 BJ4035                          STATION RECOVERY (1987)
 BJ4035
 BJ4035'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4035'IN BATON ROUGE.
 BJ4035'THIS STATION IS LOCATED SOUTH ALONG STATE HIGHWAY 30, 1.0 MILE FROM
 BJ4035'THE INTERSECTION OF STATE HIGHWAY 42 AND STATE HIGHWAY 30.  THE
 BJ4035'STATION IS SET TO THE EAST OF THE HIGHWAY NEAR THE UNIVERSITY SOUTH
 BJ4035'SUBDIVISION, 1.80 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 3.50
 BJ4035'FEET WEST OF A POWER POLE, 28.85 FEET NORTHWEST OF A CORNER ON A
 BJ4035'CHAIN LINK FENCE, 59.70 FEET SOUTH OF A POWER POLE, 11.60 FEET
 BJ4035'NORTHEAST OF THE NORTH END OF A SIDE DRAIN, 42.25 FEET EAST OF THE
 BJ4035'CENTER OF STATE HIGHWAY 30, AND 10.40 FEET NORTHWEST OF AN OLD FENCE
 BJ4035'CORNER.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A
 BJ4035'ROUND CONCRETE POST PROJECTING 4 INCHES.  TO REACH THIS STATION FROM
 BJ4035'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 42, FOLLOW
 BJ4035'STATE HIGHWAY 30 SOUTH FOR 1.0 MILE TO THE STATION SET TO THE EAST OF
 BJ4035'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2099 ***********************************************************************
 BJ2099  DESIGNATION -  17 B 006 LADH
 BJ2099  PID         -  BJ2099
 BJ2099  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2099  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2099
 BJ2099                         *CURRENT SURVEY CONTROL
 BJ2099  ___________________________________________________________________
 BJ2099* NAD 83(1992)-  30 24 28.85014(N)    091 11 10.53828(W)     ADJUSTED  
 BJ2099* NAVD 88     -         7.30   (+/-2cm)      24.0    (feet)  VERTCON   
 BJ2099  ___________________________________________________________________
 BJ2099  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ2099  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ2099
 BJ2099  HORZ ORDER  -  SECOND
 BJ2099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2099
 BJ2099.The horizontal coordinates were established by classical geodetic methods
 BJ2099.and adjusted by the National Geodetic Survey in January 1993..
 BJ2099
 BJ2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2099.The vertical order pertains to the NGVD 29 superseded value.
 BJ2099
 BJ2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2099
 BJ2099.The geoid height was determined by GEOID03.
 BJ2099
 BJ2099;                    North         East     Units Scale Factor Converg.
 BJ2099;SPC LA S     -   211,503.248 1,014,131.391   MT  0.99995090   +0 04 24.7
 BJ2099;SPC LA S     -   693,906.91  3,327,196.07   sFT  0.99995090   +0 04 24.7
 BJ2099;UTM  15      - 3,365,394.078   674,225.233   MT  0.99997448   +0 55 05.7
 BJ2099
 BJ2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2099!SPC LA S     -   1.00000313  x   0.99995090  =   0.99995403
 BJ2099!UTM  15      -   1.00000313  x   0.99997448  =   0.99997761
 BJ2099
 BJ2099:                Primary Azimuth Mark                     Grid Az
 BJ2099:SPC LA S     -  17B007 LDH 1968                          352 52 32.4
 BJ2099:UTM  15      -  17B007 LDH 1968                          352 01 51.4
 BJ2099
 BJ2099|---------------------------------------------------------------------|
 BJ2099| PID    Reference Object                     Distance      Geod. Az  |
 BJ2099|                                                           dddmmss.s |
 BJ2099| BJ5057 17B007 LDH 1968                     APPROX. 1.0 KM 3525657.1 |
 BJ2099|---------------------------------------------------------------------|
 BJ2099
 BJ2099                          SUPERSEDED SURVEY CONTROL
 BJ2099
 BJ2099  NAD 83(1986)-  30 24 28.86845(N)    091 11 10.53631(W) AD(       ) 2
 BJ2099  NAD 27      -  30 24 28.18128(N)    091 11 10.14890(W) AD(       ) 2
 BJ2099  NGVD 29 (??/??/??)    7.320  (m)           24.02   (f) ADJUSTED    2 0
 BJ2099
 BJ2099.Superseded values are not recommended for survey control.
 BJ2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2099.See file dsdata.txt to determine how the superseded data were derived.
 BJ2099
 BJ2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7422565394(NAD 83)
 BJ2099_MARKER: DD = SURVEY DISK
 BJ2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2099_STAMPING: 17B006
 BJ2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2099+STABILITY: SURFACE MOTION
 BJ2099
 BJ2099  HISTORY     - Date     Condition        Report By
 BJ2099  HISTORY     - 1968     MONUMENTED       LADH
 BJ2099  HISTORY     - 1969     GOOD             LADTD
 BJ2099
 BJ2099                          STATION DESCRIPTION
 BJ2099
 BJ2099'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ2099'THIS STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 BJ2099'OF STATE HIGHWAY 30 AND STATE HIGHWAY 42 ON THE L.S.U. CAMPUS.  THE
 BJ2099'STATION IS SET NEAR AN OLD RAILROAD SPUR BETWEEN STATE HIGHWAY 30
 BJ2099'AND THE ILLINOIS CENTRAL RAILROAD, 1.60 FEET SOUTH OF A METAL
 BJ2099'WITNESS POST AND SIGN, 41.30 FEET WEST OF THE CENTER OF STATE
 BJ2099'HIGHWAY 30, 8.65 FEET EAST OF THE CENTER OF AN OLD RAILROAD
 BJ2099'SPUR, 12.50 FEET SOUTHWEST OF A 10 INCH OAK TREE, 76.70 FEET
 BJ2099'SOUTHEAST OF A POWER POLE, 83.0 FEET SOUTHEAST OF A TELEPHONE POLE,
 BJ2099'AND 101.25 FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL
 BJ2099'RAILROAD.
 BJ2099'
 BJ2099'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2099'CONCRETE POST PROJECTING 4 INCHES.  STATION IS STAMPED 17B006 1968.
 BJ2099'
 BJ2099'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ2099'STATE HIGHWAY 42 SEARCH THE SOUTHWEST QUADRANT.
 BJ2099
 BJ2099                          STATION RECOVERY (1969)
 BJ2099
 BJ2099'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BJ2099'2.55 MI S FROM BATON ROUGE.
 BJ2099'ABOUT 2.55 MILES SOUTH OF THE ILLINOIS CENTRAL RAILROAD STATION IN
 BJ2099'BATON ROUGE, AND ABOUT 0.25 MILE SOUTH OF THE INTERSECTION OF NEW
 BJ2099'STATE HIGHWAY 30 AND STATE HIGHWAY 327 NEAR THE SOUTHWEST CORNER OF
 BJ2099'THE LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM.  IT IS 40.9 FEET WEST
 BJ2099'OF THE CENTERLINE OF NEW STATE HIGHWAY 30, 102.4 FEET EAST OF THE EAST
 BJ2099'RAIL OF THE MAIN LINE OF THE KANSAS CITY SOUTHERN RAILROAD, 77.4 FEET
 BJ2099'SOUTH OF POWER POLE NO. 375, 13.1 FEET SOUTHWEST OF AN 18 INCH OAK
 BJ2099'TREE.  SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 BJ2099'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4033 ***********************************************************************
 BJ4033  DESIGNATION -  17 B 006 RESET
 BJ4033  PID         -  BJ4033
 BJ4033  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4033  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4033
 BJ4033                         *CURRENT SURVEY CONTROL
 BJ4033  ___________________________________________________________________
 BJ4033* NAD 83(1992)-  30 24 28.03359(N)    091 11 10.24654(W)     ADJUSTED  
 BJ4033* NAVD 88     -         7.332  (meters)      24.06   (feet)  ADJUSTED  
 BJ4033  ___________________________________________________________________
 BJ4033  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ4033  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4033  DYNAMIC HT  -           7.322 (meters)      24.02  (feet)  COMP
 BJ4033  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BJ4033
 BJ4033  HORZ ORDER  -  THIRD
 BJ4033  VERT ORDER  -  SECOND    CLASS II
 BJ4033
 BJ4033.The horizontal coordinates were established by classical geodetic methods
 BJ4033.and adjusted by the National Geodetic Survey in January 1993..
 BJ4033.No horizontal observational check was made to the station.
 BJ4033
 BJ4033.The orthometric height was determined by differential leveling
 BJ4033.and adjusted by the National Geodetic Survey in February 1994..
 BJ4033
 BJ4033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4033
 BJ4033.The geoid height was determined by GEOID03.
 BJ4033
 BJ4033.The dynamic height is computed by dividing the NAVD 88
 BJ4033.geopotential number by the normal gravity value computed on the
 BJ4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4033.degrees latitude (g = 980.6199 gals.).
 BJ4033
 BJ4033.The modeled gravity was interpolated from observed gravity values.
 BJ4033
 BJ4033;                    North         East     Units Scale Factor Converg.
 BJ4033;SPC LA S     -   211,478.114 1,014,139.210   MT  0.99995087   +0 04 24.9
 BJ4033;SPC LA S     -   693,824.45  3,327,221.72   sFT  0.99995087   +0 04 24.9
 BJ4033;UTM  15      - 3,365,369.062   674,233.421   MT  0.99997452   +0 55 05.9
 BJ4033
 BJ4033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4033!SPC LA S     -   1.00000312  x   0.99995087  =   0.99995399
 BJ4033!UTM  15      -   1.00000312  x   0.99997452  =   0.99997764
 BJ4033
 BJ4033                          SUPERSEDED SURVEY CONTROL
 BJ4033
 BJ4033  NAD 83(1986)-  30 24 28.05189(N)    091 11 10.24462(W) AD(       ) 3
 BJ4033  NAD 27      -  30 24 27.36477(N)    091 11 09.85693(W) AD(       ) 3
 BJ4033  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 BJ4033
 BJ4033.Superseded values are not recommended for survey control.
 BJ4033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4033.See file dsdata.txt to determine how the superseded data were derived.
 BJ4033
 BJ4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7423365369(NAD 83)
 BJ4033_MARKER: DD = SURVEY DISK
 BJ4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4033_SP_SET: CONCRETE POST
 BJ4033_STAMPING: 17B006 RESET 1975
 BJ4033_MARK LOGO: CGS+SS
 BJ4033_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4033+STABILITY: SURFACE MOTION
 BJ4033
 BJ4033  HISTORY     - Date     Condition        Report By
 BJ4033  HISTORY     - 1975     MONUMENTED       LADH
 BJ4033  HISTORY     - 1987     GOOD             LADTD
 BJ4033  HISTORY     - 1987     GOOD             LA-033
 BJ4033
 BJ4033                          STATION DESCRIPTION
 BJ4033
 BJ4033'DESCRIBED BY LA DEPT OF HIGHWAYS 1975 (AKH)
 BJ4033'LOCATED ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF LOUISIANA
 BJ4033'HIGHWAY 30 AND 42 AT THE SOUTHWEST SECTION OF THE LSU CAMPUS, ON THE
 BJ4033'EAST SIDE OF AN OLD RAILROAD SPUR (ABANDONED), BETWEEN STATE
 BJ4033'HIGHWAY 30 AND THE RAILROAD TRACKS, 155 FEET SOUTH OF THE CENTER OF
 BJ4033'A HIGH POWERLINE CROSSING THE HIGHWAY, 45 FEET WEST OF THE CENTER
 BJ4033'OF THE HIGHWAY, 80 FEET EAST OF THE EAST RAIL OF THE TRACKS
 BJ4033'(MAIN TRACKS), 46 FEET EAST OF A TELEGRAPH POLE 105 FEET
 BJ4033'NORTH-NORTHWEST OF AN 18-INCH OAK TREE, 95 FEET SOUTH OF THE
 BJ4033'CENTER OF A ROAD LEADING WEST ACROSS THE TRACKS AND 1 FOOT
 BJ4033'SOUTH OF A METAL WITNESS POST.  IT IS A USC AND GS AND STATE SURVEY
 BJ4033'DISK STAMPED 17B006 RESET 1975.  AN UNDERGROUND MARK WAS
 BJ4033'SET FOR THIS STATION.
 BJ4033'
 BJ4033'NEAREST TOWN--BATON ROUGE.
 BJ4033
 BJ4033                          STATION RECOVERY (1987)
 BJ4033
 BJ4033'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 BJ4033'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ4033
 BJ4033                          STATION RECOVERY (1987)
 BJ4033
 BJ4033'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4033'IN BATON ROUGE.
 BJ4033'LOCATED ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF LOUISIANA HIGHWAY
 BJ4033'30 AND 42 AT THE SOUTHWEST SECTION OF THE LSU CAMPUS, ON THE EAST
 BJ4033'SIDE OF AN OLD RAILROAD SPUR (ABANDONED), BETWEEN STATE HIGHWAY 30
 BJ4033'AND THE RAILROAD TRACKS, 155 FEET SOUTH OF THE CENTER OF A HIGH
 BJ4033'POWERLINE CROSSING THE HIGHWAY, 45 FEET WEST OF THE CENTER OF THE
 BJ4033'HIGHWAY, 80 FEET EAST OF THE EAST RAIL OF THE TRACKS (MAIN TRACKS),
 BJ4033'105 FEET NORTH-NORTHWEST OF AN 18-INCH OAK TREE, 95 FEET SOUTH OF THE
 BJ4033'CENTER OF A ROAD LEADING WEST ACROSS THE TRACKS AND 1 FOOT SOUTH OF A
 BJ4033'METAL WITNESS POST.  IT IS A USC AND GS AND STATE SURVEY DISK STAMPED
 BJ4033'17B006 RESET 1975.  AN UNDERGROUND MARK WAS SET FOR THIS STATION.
 BJ4033'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3692 ***********************************************************************
 BJ3692  DESIGNATION -  17 B 012
 BJ3692  PID         -  BJ3692
 BJ3692  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3692  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3692
 BJ3692                         *CURRENT SURVEY CONTROL
 BJ3692  ___________________________________________________________________
 BJ3692* NAD 83(1992)-  30 26 58.91618(N)    091 11 26.38515(W)     ADJUSTED  
 BJ3692* NAVD 88     -        14.203  (meters)      46.60   (feet)  ADJUSTED  
 BJ3692  ___________________________________________________________________
 BJ3692  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ3692  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3692  DYNAMIC HT  -          14.184 (meters)      46.54  (feet)  COMP
 BJ3692  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BJ3692
 BJ3692  HORZ ORDER  -  SECOND
 BJ3692  VERT ORDER  -  FIRST     CLASS II
 BJ3692
 BJ3692.The horizontal coordinates were established by classical geodetic methods
 BJ3692.and adjusted by the National Geodetic Survey in January 1993..
 BJ3692
 BJ3692.The orthometric height was determined by differential leveling
 BJ3692.and adjusted by the National Geodetic Survey in February 1994..
 BJ3692
 BJ3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3692
 BJ3692.The geoid height was determined by GEOID03.
 BJ3692
 BJ3692.The dynamic height is computed by dividing the NAVD 88
 BJ3692.geopotential number by the normal gravity value computed on the
 BJ3692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3692.degrees latitude (g = 980.6199 gals.).
 BJ3692
 BJ3692.The modeled gravity was interpolated from observed gravity values.
 BJ3692
 BJ3692;                    North         East     Units Scale Factor Converg.
 BJ3692;SPC LA S     -   216,123.683 1,013,702.683   MT  0.99995632   +0 04 16.8
 BJ3692;SPC LA S     -   709,065.78  3,325,789.55   sFT  0.99995632   +0 04 16.8
 BJ3692;UTM  15      - 3,370,007.778   673,728.399   MT  0.99997235   +0 55 01.8
 BJ3692
 BJ3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3692!SPC LA S     -   1.00000204  x   0.99995632  =   0.99995836
 BJ3692!UTM  15      -   1.00000204  x   0.99997235  =   0.99997439
 BJ3692
 BJ3692:                Primary Azimuth Mark                     Grid Az
 BJ3692:SPC LA S     -  17 B 013                                 004 09 06.8
 BJ3692:UTM  15      -  17 B 013                                 003 18 21.8
 BJ3692
 BJ3692|---------------------------------------------------------------------|
 BJ3692| PID    Reference Object                     Distance      Geod. Az  |
 BJ3692|                                                           dddmmss.s |
 BJ3692| BJ0961 17 B 013                            APPROX. 0.8 KM 0041323.6 |
 BJ3692|---------------------------------------------------------------------|
 BJ3692
 BJ3692                          SUPERSEDED SURVEY CONTROL
 BJ3692
 BJ3692  NAD 83(1986)-  30 26 58.93450(N)    091 11 26.38297(W) AD(       ) 2
 BJ3692  NAD 27      -  30 26 58.25093(N)    091 11 25.99334(W) AD(       ) 2
 BJ3692  NGVD 29 (07/19/86)   14.4    (m)           47.     (f) VERT ANG       
 BJ3692
 BJ3692.Superseded values are not recommended for survey control.
 BJ3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3692.See file dsdata.txt to determine how the superseded data were derived.
 BJ3692
 BJ3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7372870008(NAD 83)
 BJ3692_MARKER: DD = SURVEY DISK
 BJ3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3692_SP_SET: CONCRETE POST
 BJ3692_STAMPING: 17 B 012
 BJ3692_MARK LOGO: LADH  
 BJ3692_PROJECTION: RECESSED 40 CENTIMETERS
 BJ3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3692+STABILITY: SURFACE MOTION
 BJ3692
 BJ3692  HISTORY     - Date     Condition        Report By
 BJ3692  HISTORY     - 1968     MONUMENTED       LADH
 BJ3692  HISTORY     - 1978     GOOD             LADTD
 BJ3692  HISTORY     - 1986     GOOD             NGS
 BJ3692  HISTORY     - 1986     GOOD             NGS
 BJ3692  HISTORY     - 1987     GOOD             LA-033
 BJ3692
 BJ3692                          STATION DESCRIPTION
 BJ3692
 BJ3692'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ3692'THIS STATION IS LOCATED IN BATON ROUGE AND SET IN THE LEVEE 0.5 MILE
 BJ3692'SOUTH ALONG FRONT STREET FROM THE CAPITOL ANNEX BUILDING.  THE
 BJ3692'STATION IS SET TO THE WEST OF THE STREET NEAR THE ILLINOIS CENTRAL
 BJ3692'RAILROAD, 1.95 FEET NORTH OF A METAL WITNESS POST AND SIGN, 7.45
 BJ3692'FEET WEST OF THE WEST RAIL ON THE MAIN LINE OF THE ILLINOIS CENTRAL
 BJ3692'RAILROAD, 14.75 FEET NORTH OF MILE POST 366 IN FRONT OF THE
 BJ3692'CAPITOL TOWING COMPANY, AND 63.20 FEET SOUTHWEST OF A TELEPHONE
 BJ3692'POLE.
 BJ3692'
 BJ3692'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
 BJ3692'POST EVEN WITH THE SURFACE.  STATION IS STAMPED 17B012 1968.
 BJ3692'
 BJ3692'TO REACH THIS STATION FROM THE BACK OF THE CAPITOL ANNEX BUILDING,
 BJ3692'DRIVE SOUTH ALONG FRONT STREET FOR 0.5 MILE TO THE STATION SET TO
 BJ3692'THE WEST OF THE STREET.
 BJ3692
 BJ3692                          STATION RECOVERY (1978)
 BJ3692
 BJ3692'RECOVERY NOTE BY LA TRANSP AND DEV 1978 (TM)
 BJ3692'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 BJ3692'DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE FOR
 BJ3692'RECOVERY.  FOLLOWING ARE ADDITIONAL MEASUREMENTS FOR THE STATION.  IT
 BJ3692'IS 101.6 FT SOUTHWEST OF A STEEL POWER LINE TOWER NUMBER 76, 67.6 FT
 BJ3692'NORTH OF THE PROJECTED CENTERLINE OF FLORIDA STREET, 7.5 FT EAST OF
 BJ3692'THE CROWN OF THE LEVEE, 7.5 FT WEST OF THE WEST RAIL OF THE RAILROAD
 BJ3692'TRACK AND 1 FT SOUTH OF A METAL WITNESS POST.  THE MARK IS 2.5 FT
 BJ3692'BELOW THE GROUND SURFACE AND AN 18 INCH CONCRETE TILE HAS BEEN
 BJ3692'PLACED OVER THE MONUMENT.
 BJ3692
 BJ3692                          STATION RECOVERY (1986)
 BJ3692
 BJ3692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3692'RECOVERED IN GOOD CONDITION.
 BJ3692
 BJ3692                          STATION RECOVERY (1986)
 BJ3692
 BJ3692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3692'IN BATON ROUGE, ALONG THE TOP OF THE EAST LEVEE OF THE MISSISSIPPI
 BJ3692'RIVER, DOWN IN A CONCRETE CASING.  IT IS 51.21 METERS (168.0 FT) NORTH
 BJ3692'OF THE EXTENDED CENTER OF THE WEST END OF FLORIDA BOULEVARD, 12.25
 BJ3692'METERS (40.2 FT) NORTH OF THE RAILROAD MILEPOST 366 AND 6.58 METERS
 BJ3692'(21.6 FT) NORTH OF THE WEST RAIL OF THE MAIN TRACKS OF THE ILLINOIS
 BJ3692'CENTRAL RAILROAD.
 BJ3692'THE MARK IS 1.5 M ABOVE BOULEVARD.
 BJ3692
 BJ3692                          STATION RECOVERY (1987)
 BJ3692
 BJ3692'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3692'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION OF THE SETTING.  MARK
 BJ3692'WAS ENCASED WITH A CONCRETE CULVERT PROJECTING ABOVE GROUND FOR
 BJ3692'PROTECTION WHEN THE RAILROAD TRACK WAS LIFTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2712 ***********************************************************************
 BJ2712  DESIGNATION -  17 BOLT
 BJ2712  PID         -  BJ2712
 BJ2712  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2712  USGS QUAD   -  SIMMESPORT (1969)
 BJ2712
 BJ2712                         *CURRENT SURVEY CONTROL
 BJ2712  ___________________________________________________________________
 BJ2712* NAD 83(1986)-  30 53 48.     (N)    091 47 26.     (W)     SCALED    
 BJ2712* NAVD 88     -        11.75   (+/-2cm)      38.5    (feet)  VERTCON   
 BJ2712  ___________________________________________________________________
 BJ2712  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ2712
 BJ2712  VERT ORDER  -  ? (See Below)
 BJ2712
 BJ2712.The horizontal coordinates were scaled from a topographic map and have
 BJ2712.an estimated accuracy of +/- 6 seconds.
 BJ2712
 BJ2712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2712.The vertical order pertains to the NGVD 29 superseded value.
 BJ2712
 BJ2712.The geoid height was determined by GEOID03.
 BJ2712
 BJ2712;                    North         East    Units  Estimated Accuracy
 BJ2712;SPC LA S     -   265,760.      956,280.      MT  (+/- 180 meters Scaled)
 BJ2712
 BJ2712                          SUPERSEDED SURVEY CONTROL
 BJ2712
 BJ2712  NGVD 29 (??/??/??)   11.731  (m)           38.49   (f) ADJUSTED    ?  
 BJ2712
 BJ2712.Superseded values are not recommended for survey control.
 BJ2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2712.See file dsdata.txt to determine how the superseded data were derived.
 BJ2712
 BJ2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ155187(NAD 83)
 BJ2712_MARKER: B = BOLT
 BJ2712_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2712_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2712
 BJ2712  HISTORY     - Date     Condition        Report By
 BJ2712  HISTORY     - UNK      MONUMENTED       DOD
 BJ2712  HISTORY     - 1966     MARK NOT FOUND   CGS
 BJ2712
 BJ2712                          STATION DESCRIPTION
 BJ2712
 BJ2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2712'IN JACOBY.
 BJ2712'AT JACOBY, POINTE COUPEE PARISH, ON THE FEDERAL LAND CO. PROPERTY, 108
 BJ2712'FEET EAST OF THE FOOT OF THE LEVEE, IN THE NW CORNER OF THE FRONT YARD
 BJ2712'OF THE HOUSE OCCUPIED BY W. E. MILAM, AND 32 FEET N OF THE NW CORNER
 BJ2712'OF THE PORCH.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET
 BJ2712'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 BJ2712'ABOUT 12 INCHES ABOVE THE GROUND AND BEARING A CORPS OF ENGINEERS,
 BJ2712'U.S. ARMY, STANDARD CAP.  NOTE-- THE ROAD AND THE LEVEE HAVE BEEN
 BJ2712'CHANGED AND THE MARK COULD HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5322 ***********************************************************************
 BJ5322  DESIGNATION -  17 C 001 RESET
 BJ5322  PID         -  BJ5322
 BJ5322  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5322  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ5322
 BJ5322                         *CURRENT SURVEY CONTROL
 BJ5322  ___________________________________________________________________
 BJ5322* NAD 83(1992)-  30 25 38.21992(N)    091 03 58.69054(W)     ADJUSTED  
 BJ5322* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 BJ5322  ___________________________________________________________________
 BJ5322  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ5322  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ5322
 BJ5322  HORZ ORDER  -  THIRD
 BJ5322
 BJ5322.The horizontal coordinates were established by classical geodetic methods
 BJ5322.and adjusted by the National Geodetic Survey in January 1993..
 BJ5322
 BJ5322.The orthometric height was scaled from a topographic map.
 BJ5322
 BJ5322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5322
 BJ5322.The geoid height was determined by GEOID03.
 BJ5322
 BJ5322;                    North         East     Units Scale Factor Converg.
 BJ5322;SPC LA S     -   213,660.161 1,025,652.460   MT  0.99995334   +0 08 00.7
 BJ5322;SPC LA S     -   700,983.38  3,364,994.78   sFT  0.99995334   +0 08 00.7
 BJ5322;UTM  15      - 3,367,720.853   685,713.771   MT  1.00002550   +0 58 46.5
 BJ5322
 BJ5322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5322!SPC LA S     -   1.00000116  x   0.99995334  =   0.99995450
 BJ5322!UTM  15      -   1.00000116  x   1.00002550  =   1.00002666
 BJ5322
 BJ5322|---------------------------------------------------------------------|
 BJ5322| PID    Reference Object                     Distance      Geod. Az  |
 BJ5322|                                                           dddmmss.s |
 BJ5322| BJ3771 17 C 001                             26.363 METERS 00321     |
 BJ5322| CS7241 HARE AZ MK 2                                       0695128.1 |
 BJ5322| BJ4933 BATON ROUGE DIX ELEC RAD MAST       APPROX. 2.0 KM 2933952.4 |
 BJ5322|---------------------------------------------------------------------|
 BJ5322
 BJ5322                          SUPERSEDED SURVEY CONTROL
 BJ5322
 BJ5322  NAD 83(1986)-  30 25 38.23774(N)    091 03 58.68844(W) AD(       ) 3
 BJ5322
 BJ5322.Superseded values are not recommended for survey control.
 BJ5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5322.See file dsdata.txt to determine how the superseded data were derived.
 BJ5322
 BJ5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8571467721(NAD 83)
 BJ5322_MARKER: DD = SURVEY DISK
 BJ5322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5322_STAMPING: 17C001 RESET 1985
 BJ5322_MARK LOGO: LADH  
 BJ5322_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5322+STABILITY: SURFACE MOTION
 BJ5322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5322+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BJ5322
 BJ5322  HISTORY     - Date     Condition        Report By
 BJ5322  HISTORY     - 1985     MONUMENTED       LADH
 BJ5322  HISTORY     - UNK      SEE DESCRIPTION
 BJ5322
 BJ5322                          STATION DESCRIPTION
 BJ5322
 BJ5322'DESCRIBED BY LA DEPT OF HIGHWAYS 1985 (FLM)
 BJ5322'THIS MARK WAS SET DUE TO ROAD CONSTRUCTION THAT IS TO DESTROY 17C001
 BJ5322'LADH 1973.
 BJ5322' 
 BJ5322'THE STATION IS LOCATED 8 KM (5 MI) EAST OF DOWNTOWN BATON ROUGE AND
 BJ5322'11.2 KM (7 MI) SOUTHWEST OF DENHAM SPRINGS, IN T7S, R1E, --OWNERSHIP
 BJ5322'LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5322' 
 BJ5322'TO REACH THE STATION FROM THE INTERCHANGE OF US HIGHWAY 61 AND
 BJ5322'INTERSTATE 12 IN EAST BATON ROUGE, GO EAST ON INTERSTATE 12 FOR 0.8 KM
 BJ5322'(0.5 MI) TO AN OVERPASS WITH THE MARK IN THE SOUTHEAST CORNER OF THE
 BJ5322'OVERPASS SET IN THE RETAINING WALL.
 BJ5322' 
 BJ5322'THE STATION IS A STANDARD LADH DISK STAMPED--17C001 RESET 1985--.  THE
 BJ5322'MARK IS SET IN THE TOP OF A RETAINING WALL OF AN OVERPASS BRIDGE.  IT
 BJ5322'IS LOCATED 27.5 FT (8.4 M) S FROM THE CENTER OF THE EAST BOUND LANE OF
 BJ5322'INTERSTATE 12, 19 FT (5.8 M) W FROM A METAL LIGHT STANDARD, 6 FT (1.8
 BJ5322'M) S FROM THE SOUTHEAST CORNER OF BRIDGE ABUTMENT, AND 2 FT (0.6 M) E
 BJ5322'FROM A CHAIN LINK FENCE.
 BJ5322
 BJ5322                          STATION RECOVERY (UNK )
 BJ5322
 BJ5322'RECOVERED UNK
 BJ5322'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3770 ***********************************************************************
 BJ3770  DESIGNATION -  17 C 002
 BJ3770  PID         -  BJ3770
 BJ3770  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3770  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3770
 BJ3770                         *CURRENT SURVEY CONTROL
 BJ3770  ___________________________________________________________________
 BJ3770* NAD 83(1992)-  30 25 49.85035(N)    091 03 26.29854(W)     ADJUSTED  
 BJ3770* NAVD 88     -        13.848  (meters)      45.43   (feet)  ADJUSTED  
 BJ3770  ___________________________________________________________________
 BJ3770  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3770  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3770  DYNAMIC HT  -          13.830 (meters)      45.37  (feet)  COMP
 BJ3770  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BJ3770
 BJ3770  HORZ ORDER  -  SECOND
 BJ3770  VERT ORDER  -  SECOND    CLASS I
 BJ3770
 BJ3770.The horizontal coordinates were established by classical geodetic methods
 BJ3770.and adjusted by the National Geodetic Survey in January 1993..
 BJ3770
 BJ3770.The orthometric height was determined by differential leveling
 BJ3770.and adjusted by the National Geodetic Survey in February 1994..
 BJ3770
 BJ3770.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3770
 BJ3770.The geoid height was determined by GEOID03.
 BJ3770
 BJ3770.The dynamic height is computed by dividing the NAVD 88
 BJ3770.geopotential number by the normal gravity value computed on the
 BJ3770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3770.degrees latitude (g = 980.6199 gals.).
 BJ3770
 BJ3770.The modeled gravity was interpolated from observed gravity values.
 BJ3770
 BJ3770;                    North         East     Units Scale Factor Converg.
 BJ3770;SPC LA S     -   214,020.343 1,026,515.974   MT  0.99995376   +0 08 16.9
 BJ3770;SPC LA S     -   702,165.08  3,367,827.82   sFT  0.99995376   +0 08 16.9
 BJ3770;UTM  15      - 3,368,093.776   686,571.934   MT  1.00002944   +0 59 03.3
 BJ3770
 BJ3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3770!SPC LA S     -   1.00000209  x   0.99995376  =   0.99995585
 BJ3770!UTM  15      -   1.00000209  x   1.00002944  =   1.00003153
 BJ3770
 BJ3770|---------------------------------------------------------------------|
 BJ3770| PID    Reference Object                     Distance      Geod. Az  |
 BJ3770|                                                           dddmmss.s |
 BJ3770| BJ4947 HARE LDH 1970 AZ MK                  41.701 METERS 13741     |
 BJ3770| BJ3771 17 C 001                            APPROX. 0.9 KM 2485800.5 |
 BJ3770|---------------------------------------------------------------------|
 BJ3770
 BJ3770                          SUPERSEDED SURVEY CONTROL
 BJ3770
 BJ3770  NAD 83(1986)-  30 25 49.86813(N)    091 03 26.29644(W) AD(       ) 2
 BJ3770  NAD 27      -  30 25 49.18079(N)    091 03 25.92133(W) AD(       ) 2
 BJ3770  NGVD 29 (11/02/92)   14.00   (m)           45.9    (f) LEVELING    3  
 BJ3770
 BJ3770.Superseded values are not recommended for survey control.
 BJ3770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3770.See file dsdata.txt to determine how the superseded data were derived.
 BJ3770
 BJ3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8657268094(NAD 83)
 BJ3770_MARKER: DE = TRAVERSE STATION DISK
 BJ3770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3770_SP_SET: CONCRETE POST
 BJ3770_STAMPING: 17C002 1973
 BJ3770_MARK LOGO: LADH  
 BJ3770_PROJECTION: FLUSH
 BJ3770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3770+STABILITY: SURFACE MOTION
 BJ3770
 BJ3770  HISTORY     - Date     Condition        Report By
 BJ3770  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3770  HISTORY     - 1983     GOOD             LADTD
 BJ3770  HISTORY     - 1987     GOOD             LA-033
 BJ3770
 BJ3770                          STATION DESCRIPTION
 BJ3770
 BJ3770'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3770'THE STATION IS LOCATED 4.5 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ3770'ROUGE, 7 MILES SOUTHWEST OF DENHAM SPRINGS, AND 12.5 MILES
 BJ3770'SOUTHEAST OF BAKER, IN THE SOUTHWEST QUARTER OF SECTION 49,
 BJ3770'T7S, R2E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ3770'OF HIGHWAYS.
 BJ3770'
 BJ3770'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12
 BJ3770'AND U.S. HIGHWAY 61 IN SOUTH BATON ROUGE, GO EAST ALONG
 BJ3770'INTERSTATE 12 FOR 1.1 MILES TO THE SHERWOOD FOREST
 BJ3770'INTERCHANGE.  THE STATION IS SET TO THE NORTH OF THE INTERCHANGE
 BJ3770'IN THE NORTHWEST QUADRANT NEAR THE ON RAMP TO THE WESTBOUND
 BJ3770'LANE ON INTERSTATE 12.
 BJ3770'
 BJ3770'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3770'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 BJ3770'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ3770'FLUSH WITH THE GROUND.  IT IS STAMPED 17C002 1973.  IT IS
 BJ3770'153 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANE ON
 BJ3770'SHERWOOD FOREST BLVD., 151 FEET NORTH OF THE CENTER OF THE
 BJ3770'WESTBOUND LANE ON INTERSTATE 12, 73 FEET SOUTH OF THE CENTER
 BJ3770'OF THE ON RAMP TO THE WESTBOUND LANE ON INTERSTATE 12, AND
 BJ3770'4.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ3770'
 BJ3770'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3770
 BJ3770                          STATION RECOVERY (1983)
 BJ3770
 BJ3770'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3770'7.2 KM (4.5 MI) SE FROM BATON ROUGE.
 BJ3770'ABOUT 1.8 KM (1.1 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3770'US HIGHWAY 61 IN SOUTH BATON ROUGE TO THE SHERWOOD FOREST INTERCHANGE
 BJ3770'WITH THE BENCH MARK SET TO THE NORTH OF THE INTERCHANGE NEAR THE ON
 BJ3770'RAMP TO THE WESTBOUND LAND OF INTERSTATE 12, 46.6 METERS (153 FEET)
 BJ3770'WEST OF THE CENTER OF THE SOUTHBOUND LANE OF SHERWOOD FOREST BOULEVARD
 BJ3770'46 METERS (151 FEET) NORTH OF THE CENTER OF THE WESTBOUND LANE OF
 BJ3770'INTERSTATE 12, 22.3 METERS (73 FEET) SOUTH OF THE CENTER OF THE ON
 BJ3770'RAMP TO THE WESTBOUND LANE OF INTERSTATE 12.
 BJ3770'THE MARK IS 1.37 METERS  W FROM A WITNESS POST.
 BJ3770'THE MARK IS 0.30 M ABOVE ON RAMP.
 BJ3770
 BJ3770                          STATION RECOVERY (1987)
 BJ3770
 BJ3770'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3770'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION THAT THE WITNESS POST
 BJ3770'IS NO LONGER THERE.
 BJ3770'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2711 ***********************************************************************
 BJ2711  DESIGNATION -  17 CAP
 BJ2711  PID         -  BJ2711
 BJ2711  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2711  USGS QUAD   -  SIMMESPORT (1969)
 BJ2711
 BJ2711                         *CURRENT SURVEY CONTROL
 BJ2711  ___________________________________________________________________
 BJ2711* NAD 83(1986)-  30 53 48.     (N)    091 47 26.     (W)     SCALED    
 BJ2711* NAVD 88     -        12.97   (+/-2cm)      42.6    (feet)  VERTCON   
 BJ2711  ___________________________________________________________________
 BJ2711  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ2711
 BJ2711  VERT ORDER  -  ? (See Below)
 BJ2711
 BJ2711.The horizontal coordinates were scaled from a topographic map and have
 BJ2711.an estimated accuracy of +/- 6 seconds.
 BJ2711
 BJ2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2711.The vertical order pertains to the NGVD 29 superseded value.
 BJ2711
 BJ2711.The geoid height was determined by GEOID03.
 BJ2711
 BJ2711;                    North         East    Units  Estimated Accuracy
 BJ2711;SPC LA S     -   265,760.      956,280.      MT  (+/- 180 meters Scaled)
 BJ2711
 BJ2711                          SUPERSEDED SURVEY CONTROL
 BJ2711
 BJ2711  NGVD 29 (??/??/??)   12.959  (m)           42.52   (f) ADJUSTED    ?  
 BJ2711
 BJ2711.Superseded values are not recommended for survey control.
 BJ2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2711.See file dsdata.txt to determine how the superseded data were derived.
 BJ2711
 BJ2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ155187(NAD 83)
 BJ2711_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2711_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2711_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2711
 BJ2711  HISTORY     - Date     Condition        Report By
 BJ2711  HISTORY     - UNK      MONUMENTED       DOD
 BJ2711  HISTORY     - 1966     MARK NOT FOUND   CGS
 BJ2711
 BJ2711                          STATION DESCRIPTION
 BJ2711
 BJ2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2711'IN JACOBY.
 BJ2711'AT JACOBY, POINTE COUPEE PARISH, ON THE FEDERAL LAND CO. PROPERTY, 108
 BJ2711'FEET EAST OF THE FOOT OF THE LEVEE, IN THE NW CORNER OF THE FRONT YARD
 BJ2711'OF THE HOUSE OCCUPIED BY W. E. MILAM, AND 32 FEET N OF THE NW CORNER
 BJ2711'OF THE PORCH.  AN IRON PIPE PROJECTING ABOUT 12 INCHES ABOVE THE
 BJ2711'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2711'NOTE-- THE ROAD AND THE LEVEE HAVE BEEN CHANGED AND THE MARK COULD
 BJ2711'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3766 ***********************************************************************
 BJ3766  DESIGNATION -  17 D 001
 BJ3766  PID         -  BJ3766
 BJ3766  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3766  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3766
 BJ3766                         *CURRENT SURVEY CONTROL
 BJ3766  ___________________________________________________________________
 BJ3766* NAD 83(1992)-  30 26 02.23613(N)    091 02 25.74009(W)     ADJUSTED  
 BJ3766* NAVD 88     -        12.6    (meters)      41.     (feet)  VERTCON   
 BJ3766  ___________________________________________________________________
 BJ3766  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3766  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3766
 BJ3766  HORZ ORDER  -  SECOND
 BJ3766
 BJ3766.The horizontal coordinates were established by classical geodetic methods
 BJ3766.and adjusted by the National Geodetic Survey in January 1993..
 BJ3766
 BJ3766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3766
 BJ3766.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3766
 BJ3766.The geoid height was determined by GEOID03.
 BJ3766
 BJ3766;                    North         East     Units Scale Factor Converg.
 BJ3766;SPC LA S     -   214,405.748 1,028,130.940   MT  0.99995421   +0 08 47.1
 BJ3766;SPC LA S     -   703,429.52  3,373,126.26   sFT  0.99995421   +0 08 47.1
 BJ3766;UTM  15      - 3,368,503.025   688,181.159   MT  1.00003688   +0 59 34.4
 BJ3766
 BJ3766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3766!SPC LA S     -   1.00000229  x   0.99995421  =   0.99995650
 BJ3766!UTM  15      -   1.00000229  x   1.00003688  =   1.00003917
 BJ3766
 BJ3766:                Primary Azimuth Mark                     Grid Az
 BJ3766:SPC LA S     -  17 D 002                                 074 25 31.8
 BJ3766:UTM  15      -  17 D 002                                 073 34 44.5
 BJ3766
 BJ3766|---------------------------------------------------------------------|
 BJ3766| PID    Reference Object                     Distance      Geod. Az  |
 BJ3766|                                                           dddmmss.s |
 BJ3766| BJ3765 17 D 002                            APPROX. 1.6 KM 0743418.9 |
 BJ3766|---------------------------------------------------------------------|
 BJ3766
 BJ3766                          SUPERSEDED SURVEY CONTROL
 BJ3766
 BJ3766  NAD 83(1986)-  30 26 02.25406(N)    091 02 25.73700(W) AD(       ) 2
 BJ3766  NAD 27      -  30 26 01.56634(N)    091 02 25.36362(W) AD(       ) 2
 BJ3766  NGVD 29 (07/19/86)   12.6    (m)           41.     (f) VERT ANG       
 BJ3766
 BJ3766.Superseded values are not recommended for survey control.
 BJ3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3766.See file dsdata.txt to determine how the superseded data were derived.
 BJ3766
 BJ3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8818168503(NAD 83)
 BJ3766_MARKER: DE = TRAVERSE STATION DISK
 BJ3766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3766_SP_SET: CONCRETE POST
 BJ3766_STAMPING: 17D001 1973
 BJ3766_MARK LOGO: LADH  
 BJ3766_PROJECTION: FLUSH
 BJ3766_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3766+STABILITY: SURFACE MOTION
 BJ3766
 BJ3766  HISTORY     - Date     Condition        Report By
 BJ3766  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3766  HISTORY     - 1983     GOOD             LADTD
 BJ3766  HISTORY     - 1987     GOOD             LADTD
 BJ3766
 BJ3766                          STATION DESCRIPTION
 BJ3766
 BJ3766'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3766'THE STATION IS LOCATED 5 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ3766'ROUGE, 6 MILES SOUTHWEST OF DENHAM SPRINGS, AND 13 MILES
 BJ3766'SOUTHEAST OF BAKER, IN THE NORTHEAST QUARTER OF SECTION 48,
 BJ3766'T7S, R2E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ3766'OF HIGHWAYS.
 BJ3766'
 BJ3766'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3766'U.S. HIGHWAY 61 IN SOUTH BATON ROUGE, GO EAST ALONG INTERSTATE
 BJ3766'12 FOR 2.1 MILES.  THE STATION IS SET TO THE SOUTH OF THE
 BJ3766'HIGHWAY NEAR THE SOUTHEAST CORNER OF A BRIDGE.
 BJ3766'
 BJ3766'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3766'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3766'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3766'THE GROUND.  IT IS STAMPED 17D001 1973.  IT IS 30 FEET SOUTH OF
 BJ3766'THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, 8 FEET
 BJ3766'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, 7 FEET
 BJ3766'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, 4.5 FEET
 BJ3766'SOUTHEAST OF THE BRIDGE ABUTMENT, AND 2.5 FEET EAST OF A
 BJ3766'FENCE.
 BJ3766'
 BJ3766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3766
 BJ3766                          STATION RECOVERY (1983)
 BJ3766
 BJ3766'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3766'8 KM (5 MI) SE FROM BATON ROUGE.
 BJ3766'ABOUT 3.4 KM (2.1 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3766'US HIGHWAY 61 IN SOUTH BATON ROUGE TO THE BENCH MARK ON THE RIGHT SET
 BJ3766'NEAR THE SOUTHEAST CORNER OF A BRIDGE, 9.1 METERS (30 FEET) SOUTH OF
 BJ3766'THE CENTER OF THE EASTBOUND LANE OF INTERSTATE 12, 2.4 METERS (8 FEET)
 BJ3766'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, 1.4 METERS (4.5 FEET)
 BJ3766'SOUTHEAST OF THE BRIDGE ABUTMENT, 0.8 METERS (2.5 FEET) EAST OF A
 BJ3766'FENCE.
 BJ3766'THE MARK IS 2.13 METERS  SSE FROM A WITNESS POST.
 BJ3766'THE MARK IS 0.61 M BELOW HIGHWAY.
 BJ3766
 BJ3766                          STATION RECOVERY (1987)
 BJ3766
 BJ3766'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 BJ3766'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5317 ***********************************************************************
 BJ5317  DESIGNATION -  17 D 002 RESET
 BJ5317  PID         -  BJ5317
 BJ5317  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5317  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ5317
 BJ5317                         *CURRENT SURVEY CONTROL
 BJ5317  ___________________________________________________________________
 BJ5317* NAD 83(1992)-  30 26 16.61655(N)    091 01 31.45205(W)     ADJUSTED  
 BJ5317* NAVD 88     -        14.26   (+/-2cm)      46.8    (feet)  VERTCON   
 BJ5317  ___________________________________________________________________
 BJ5317  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ5317  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ5317
 BJ5317  HORZ ORDER  -  THIRD
 BJ5317  VERT ORDER  -  THIRD ? (See Below)
 BJ5317
 BJ5317.The horizontal coordinates were established by classical geodetic methods
 BJ5317.and adjusted by the National Geodetic Survey in January 1993..
 BJ5317
 BJ5317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5317.The vertical order pertains to the NGVD 29 superseded value.
 BJ5317
 BJ5317.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5317
 BJ5317.The geoid height was determined by GEOID03.
 BJ5317
 BJ5317;                    North         East     Units Scale Factor Converg.
 BJ5317;SPC LA S     -   214,852.360 1,029,578.321   MT  0.99995474   +0 09 14.3
 BJ5317;SPC LA S     -   704,894.78  3,377,874.87   sFT  0.99995474   +0 09 14.3
 BJ5317;UTM  15      - 3,368,971.013   689,621.907   MT  1.00004360   +1 00 02.3
 BJ5317
 BJ5317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5317!SPC LA S     -   1.00000202  x   0.99995474  =   0.99995676
 BJ5317!UTM  15      -   1.00000202  x   1.00004360  =   1.00004562
 BJ5317
 BJ5317:                Primary Azimuth Mark                     Grid Az
 BJ5317:SPC LA S     -  17 D 003                                 073 07 16.3
 BJ5317:UTM  15      -  17 D 003                                 072 16 28.3
 BJ5317
 BJ5317|---------------------------------------------------------------------|
 BJ5317| PID    Reference Object                     Distance      Geod. Az  |
 BJ5317|                                                           dddmmss.s |
 BJ5317| BJ3764 17 D 003                            APPROX. 1.8 KM 0731630.6 |
 BJ5317| BJ3765 17 D 002                            101.744 METERS 09843     |
 BJ5317|---------------------------------------------------------------------|
 BJ5317
 BJ5317                          SUPERSEDED SURVEY CONTROL
 BJ5317
 BJ5317  NAD 83(1986)-  30 26 16.63409(N)    091 01 31.45024(W) AD(       ) 3
 BJ5317  NGVD 29 (11/12/92)   14.29   (m)           46.9    (f) LEVELING    3  
 BJ5317
 BJ5317.Superseded values are not recommended for survey control.
 BJ5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5317.See file dsdata.txt to determine how the superseded data were derived.
 BJ5317
 BJ5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8962268971(NAD 83)
 BJ5317_MARKER: DE = TRAVERSE STATION DISK
 BJ5317_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ5317_SP_SET: PAVEMENT
 BJ5317_STAMPING: 17D002 RESET 1987
 BJ5317_MARK LOGO: LADH  
 BJ5317_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5317
 BJ5317  HISTORY     - Date     Condition        Report By
 BJ5317  HISTORY     - 1987     MONUMENTED       LADTD
 BJ5317  HISTORY     - 1987     GOOD             LADTD
 BJ5317
 BJ5317                          STATION DESCRIPTION
 BJ5317
 BJ5317'DESCRIBED BY LA TRANSP AND DEV 1987 (SLC)
 BJ5317'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF DENHAM
 BJ5317'SPRINGS,
 BJ5317'11.3 KM (7 MI) SOUTHEAST OF DOWNTOWN BATON ROUGE, IN THE SOUTHEAST
 BJ5317'QUARTER OF SECTION 17, T 7 S, R 2 E.
 BJ5317'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5317'
 BJ5317'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 12 AND U.S.
 BJ5317'HIGHWAY 61 IN SOUTH BATON ROUGE, GO EAST FOR
 BJ5317'4.8 KM (3 MI) ON INTERSTATE 12 TO THE STATION ON THE LEFT, SET IN A
 BJ5317'DRILL HOLE IN THE INSIDE EMERGENCY PARKING LANE OF THE WEST BOUND
 BJ5317'LANES OF INTERSTATE 12, JUST BEFORE REACHING THE MILLERVILLE ROAD
 BJ5317'OVERPASS.
 BJ5317'
 BJ5317'THE STATION IS A STANDARD LADH DISK
 BJ5317'STAMPED---17D002 RESET 1987---,
 BJ5317'SET INTO A DRILL HOLE IN THE CONCRETE SLAB OF THE WEST BOUND
 BJ5317'ROADWAY OF INTERSTATE 12, IN THE INSIDE EMERGENCY PARKING LANE.
 BJ5317'94.2 METERS (309 FT) WEST FROM THE WEST EDGE OF THE MILLERVILLE
 BJ5317'ROAD OVERPASS,
 BJ5317'61.9 METERS (203 FT) WEST FROM THE CENTER OF A POWER LINE CROSSING
 BJ5317'OVER INTERSTATE 12,
 BJ5317'7.6 METERS (25 FT) SOUTH FROM THE CENTER OF THE WEST BOUND LANES OF
 BJ5317'THE INTERSTATE AND
 BJ5317'0.6 METERS (2 FT) NORTH FROM A CEMENT GUARD RAIL IN THE MEDIAN OF
 BJ5317'THE INTERSTATE.
 BJ5317
 BJ5317                          STATION RECOVERY (1987)
 BJ5317
 BJ5317'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ5317'8 KM (5 MI) SW FROM DENHAM SPRINGS.
 BJ5317'ABOUT 4.8 KM (3 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ5317'U.S. HIGHWAY IN SOUTH BATON ROUGE TO THE BENCH MARK ON THE LEFT, SET
 BJ5317'IN A DRILL HOLE IN THE CONCRETE SLAB OF THE WEST BOUND ROADWAY OF
 BJ5317'INTERSTATE 12, IN THE INSIDE EMERGENCY PARKING LANE, 94.2 METERS
 BJ5317'(309 FT) WEST FROM THE WEST EDGE OF THE MILLERVILLE ROAD OVERPASS,
 BJ5317'61.9 METERS (203 FT) WEST OF THE CENTER OF A POWERLINE CROSSING OVER
 BJ5317'THE INTERSTATE AND 7.6 METERS (25 FT) SOUTH OF THE CENTER OF THE WEST
 BJ5317'BOUND LANES OF THE INTERSTATE. CEMENT GUARD RAIL.
 BJ5317'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ5317'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3764 ***********************************************************************
 BJ3764  DESIGNATION -  17 D 003
 BJ3764  PID         -  BJ3764
 BJ3764  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3764  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3764
 BJ3764                         *CURRENT SURVEY CONTROL
 BJ3764  ___________________________________________________________________
 BJ3764* NAD 83(1992)-  30 26 33.08084(N)    091 00 28.19878(W)     ADJUSTED  
 BJ3764* NAVD 88     -        18.36   (+/-2cm)      60.2    (feet)  VERTCON   
 BJ3764  ___________________________________________________________________
 BJ3764  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ3764  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3764
 BJ3764  HORZ ORDER  -  SECOND
 BJ3764  VERT ORDER  -  THIRD (See Below)
 BJ3764
 BJ3764.The horizontal coordinates were established by classical geodetic methods
 BJ3764.and adjusted by the National Geodetic Survey in January 1993..
 BJ3764
 BJ3764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3764.The vertical order pertains to the NGVD 29 superseded value.
 BJ3764
 BJ3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3764
 BJ3764.The geoid height was determined by GEOID03.
 BJ3764
 BJ3764;                    North         East     Units Scale Factor Converg.
 BJ3764;SPC LA S     -   215,364.008 1,031,264.602   MT  0.99995535   +0 09 45.9
 BJ3764;SPC LA S     -   706,573.42  3,383,407.28   sFT  0.99995535   +0 09 45.9
 BJ3764;UTM  15      - 3,369,507.576   691,300.598   MT  1.00005149   +1 00 34.9
 BJ3764
 BJ3764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3764!SPC LA S     -   1.00000137  x   0.99995535  =   0.99995672
 BJ3764!UTM  15      -   1.00000137  x   1.00005149  =   1.00005286
 BJ3764
 BJ3764:                Primary Azimuth Mark                     Grid Az
 BJ3764:SPC LA S     -  17 D 004                                 075 07 12.2
 BJ3764:UTM  15      -  17 D 004                                 074 16 23.2
 BJ3764
 BJ3764|---------------------------------------------------------------------|
 BJ3764| PID    Reference Object                     Distance      Geod. Az  |
 BJ3764|                                                           dddmmss.s |
 BJ3764| BJ3775 17 D 004                            APPROX. 2.0 KM 0751658.1 |
 BJ3764| BJ5317 17 D 002 RESET                      APPROX. 1.8 KM 2531702.7 |
 BJ3764|---------------------------------------------------------------------|
 BJ3764
 BJ3764                          SUPERSEDED SURVEY CONTROL
 BJ3764
 BJ3764  NAD 83(1986)-  30 26 33.09827(N)    091 00 28.19836(W) AD(       ) 2
 BJ3764  NAD 27      -  30 26 32.41056(N)    091 00 27.82839(W) AD(       ) 2
 BJ3764  NGVD 29 (11/12/92)   18.39   (m)           60.3    (f) LEVELING    3  
 BJ3764
 BJ3764.Superseded values are not recommended for survey control.
 BJ3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3764.See file dsdata.txt to determine how the superseded data were derived.
 BJ3764
 BJ3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9130169508(NAD 83)
 BJ3764_MARKER: DE = TRAVERSE STATION DISK
 BJ3764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3764_SP_SET: CONCRETE POST
 BJ3764_STAMPING: 17D003 1973
 BJ3764_MARK LOGO: LADH  
 BJ3764_PROJECTION: FLUSH
 BJ3764_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3764+STABILITY: SURFACE MOTION
 BJ3764
 BJ3764  HISTORY     - Date     Condition        Report By
 BJ3764  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3764  HISTORY     - 1983     GOOD             LADTD
 BJ3764  HISTORY     - 1987     GOOD             LADTD
 BJ3764
 BJ3764                          STATION DESCRIPTION
 BJ3764
 BJ3764'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3764'THE STATION IS LOCATED 8 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ3764'ROUGE, 3 MILES SOUTHWEST OF DENHAM SPRINGS, AND 14 MILES
 BJ3764'SOUTHEAST OF BAKER, IN THE NORTHEAST QUARTER OF SECTION 16, T7S,
 BJ3764'R2E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ3764'HIGHWAYS.
 BJ3764'
 BJ3764'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3764'U.S. HIGHWAY 61 IN SOUTH BATON ROUGE, GO EAST ALONG INTERSTATE
 BJ3764'12 FOR 4.2 MILES.  THE STATION IS SET NEAR THE NORTHWEST CORNER
 BJ3764'OF A BRIDGE ON THE WESTBOUND LANE ON INTERSTATE 12.  THIS
 BJ3764'BRIDGE IS ON THE ONEAL LANE INTERCHANGE.
 BJ3764'
 BJ3764'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3764'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3764'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3764'THE GROUND.  IT IS STAMPED 17D003 1973.  IT IS 30 FEET NORTH OF
 BJ3764'THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 8 FEET
 BJ3764'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE, 6.5 FEET
 BJ3764'NORTH OF A METAL WITNESS POST AND SIGN, AND 2 FEET WEST OF THE
 BJ3764'BRIDGE ABUTMENT.
 BJ3764'
 BJ3764'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3764
 BJ3764                          STATION RECOVERY (1983)
 BJ3764
 BJ3764'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3764'4.8 KM (3 MI) SW FROM DENHAM SPRINGS.
 BJ3764'ABOUT 6.8 KM (4.2 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3764'US HIGHWAY 61 IN SOUTH BATON ROUGE TO THE ONEAL LANE INTERCHANGE WITH
 BJ3764'THE BENCH MARK SET NEAR THE NORTHWEST CORNER OF BRIDGE ON WESTBOUND
 BJ3764'LANE OF INTERSTATE 12, 9.1 METERS (30 FEET) NORTH OF THE CENTER OF
 BJ3764'WESTBOUND LANE ON INTERSTATE 12, 2.4 METERS (8 FEET) NORTH-NORTHWEST
 BJ3764'OF THE NORTHWEST CORNER OF BRIDGE, 0.6 METER (2 FEET) WEST OF BRIDGE
 BJ3764'ABUTMENT.
 BJ3764'THE MARK IS 1.98 METERS  N FROM A WITNESS POST.
 BJ3764'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3764
 BJ3764                          STATION RECOVERY (1987)
 BJ3764
 BJ3764'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 BJ3764'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ3764'A COMPLETE NEW DESCRIPTION WAS OBTAINED THIS DATE.
 BJ3764'
 BJ3764'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTHEAST OF DOWNTOWN
 BJ3764'BATON ROUGE,
 BJ3764'4.8 KM (3 MI) SOUTHWEST OF OF DENHAM SPRINGS AND
 BJ3764'22.5 KM (14 MI) SOUTHEAST OF BAKER, IN THE NORTHEAST QUARTER OF
 BJ3764'SECTION 16, T 7 S, R 2 E.
 BJ3764'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3764'
 BJ3764'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 12 AND U.S.
 BJ3764'HIGHWAY 61 IN SOUTH BATON ROUGE, GO EAST FOR
 BJ3764'6.8 KM (4.2 MI) ON INTERSTATE 12 TO THE STATION ON THE LEFT, SET
 BJ3764'NEAR THE NORTHWEST CORNER OF THE WEST BOUND BRIDGE OF INTERSTATE 12
 BJ3764'AT THE O NEAL LANE INTERCHANGE.
 BJ3764'
 BJ3764'THE STATION IS A STANDARD LADH DISK
 BJ3764'STAMPED---17D003 1973---,
 BJ3764'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ3764'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BJ3764'9.1 METERS (30 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANES OF
 BJ3764'INTERSTATE 12,
 BJ3764'2.4 METERS (8 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE
 BJ3764'BRIDGE,
 BJ3764'2 METERS (6.5 FT) NORTH FROM A METAL WITNESS POST WITH SIGN
 BJ3764'ATTACHED AND
 BJ3764'0.6 METERS (2 FT) WEST FROM THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3775 ***********************************************************************
 BJ3775  DESIGNATION -  17 D 004
 BJ3775  PID         -  BJ3775
 BJ3775  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3775  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3775
 BJ3775                         *CURRENT SURVEY CONTROL
 BJ3775  ___________________________________________________________________
 BJ3775* NAD 83(1992)-  30 26 49.86809(N)    090 59 14.40839(W)     ADJUSTED  
 BJ3775* NAVD 88     -        14.35   (+/-2cm)      47.1    (feet)  VERTCON   
 BJ3775  ___________________________________________________________________
 BJ3775  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ3775  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3775
 BJ3775  HORZ ORDER  -  SECOND
 BJ3775  VERT ORDER  -  THIRD (See Below)
 BJ3775
 BJ3775.The horizontal coordinates were established by classical geodetic methods
 BJ3775.and adjusted by the National Geodetic Survey in January 1993..
 BJ3775
 BJ3775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3775.The vertical order pertains to the NGVD 29 superseded value.
 BJ3775
 BJ3775.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3775
 BJ3775.The geoid height was determined by GEOID03.
 BJ3775
 BJ3775;                    North         East     Units Scale Factor Converg.
 BJ3775;SPC LA S     -   215,886.706 1,033,231.823   MT  0.99995598   +0 10 22.8
 BJ3775;SPC LA S     -   708,288.30  3,389,861.41   sFT  0.99995598   +0 10 22.8
 BJ3775;UTM  15      - 3,370,059.355   693,260.073   MT  1.00006078   +1 01 12.8
 BJ3775
 BJ3775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3775!SPC LA S     -   1.00000200  x   0.99995598  =   0.99995798
 BJ3775!UTM  15      -   1.00000200  x   1.00006078  =   1.00006278
 BJ3775
 BJ3775:                Primary Azimuth Mark                     Grid Az
 BJ3775:SPC LA S     -  17 D 005                                 073 27 59.9
 BJ3775:UTM  15      -  17 D 005                                 072 37 09.9
 BJ3775
 BJ3775|---------------------------------------------------------------------|
 BJ3775| PID    Reference Object                     Distance      Geod. Az  |
 BJ3775|                                                           dddmmss.s |
 BJ3775| BJ3776 17 D 005                            APPROX. 1.8 KM 0733822.7 |
 BJ3775|---------------------------------------------------------------------|
 BJ3775
 BJ3775                          SUPERSEDED SURVEY CONTROL
 BJ3775
 BJ3775  NAD 83(1986)-  30 26 49.88554(N)    090 59 14.40728(W) AD(       ) 2
 BJ3775  NAD 27      -  30 26 49.19874(N)    090 59 14.03963(W) AD(       ) 2
 BJ3775  NGVD 29 (11/12/92)   14.38   (m)           47.2    (f) LEVELING    3  
 BJ3775
 BJ3775.Superseded values are not recommended for survey control.
 BJ3775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3775.See file dsdata.txt to determine how the superseded data were derived.
 BJ3775
 BJ3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9326070059(NAD 83)
 BJ3775_MARKER: DE = TRAVERSE STATION DISK
 BJ3775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3775_SP_SET: CONCRETE POST
 BJ3775_STAMPING: 17D004 1973
 BJ3775_MARK LOGO: LADH  
 BJ3775_PROJECTION: FLUSH
 BJ3775_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3775+STABILITY: SURFACE MOTION
 BJ3775
 BJ3775  HISTORY     - Date     Condition        Report By
 BJ3775  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3775  HISTORY     - 1983     GOOD             LADTD
 BJ3775  HISTORY     - 1987     GOOD             LADTD
 BJ3775
 BJ3775                          STATION DESCRIPTION
 BJ3775
 BJ3775'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3775'THE STATION IS LOCATED 2 MILES SOUTHWEST OF DENHAM SPRINGS, 10
 BJ3775'MILES SOUTHEAST OF DOWNTOWN BATON ROUGE, AND 14.5 MILES
 BJ3775'SOUTHEAST OF BAKER, IN THE NORTHEAST QUARTER OF SECTION 80, T7S,
 BJ3775'R2E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ3775'HIGHWAYS.
 BJ3775'
 BJ3775'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3775'U.S. HIGHWAY 61 IN SOUTH BATON ROUGE, GO EAST ON INTERSTATE 12
 BJ3775'FOR 5.6 MILES TO THE AMITE RIVER BRIDGE AND THE STATION IS SET
 BJ3775'NEAR THE SOUTHWEST CORNER OF THE BRIDGE ON THE EASTBOUND LANE.
 BJ3775'
 BJ3775'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3775'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3775'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3775'THE GROUND.  IT IS STAMPED 17D004 1973.  IT IS 20 FEET SOUTH OF
 BJ3775'THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, 86 FEET
 BJ3775'NORTH OF A FENCE, 5 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 BJ3775'AMITE RIVER BRIDGE, AND 3 FEET NORTH OF A METAL WITNESS POST
 BJ3775'AND SIGN.
 BJ3775'
 BJ3775'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3775
 BJ3775                          STATION RECOVERY (1983)
 BJ3775
 BJ3775'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3775'3.2 KM (2 MI) SW FROM DENHAM SPRINGS.
 BJ3775'9.0 KM (5.6 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH US
 BJ3775'HIGHWAY 61 IN SOUTH BATON ROUGE TO THE WEST END OF THE AMITE RIVER
 BJ3775'BRIDGE WITH THE BENCH MARK SET NEAR THE SOUTHWEST CORNER OF THE BRIDGE
 BJ3775'ON THE EASTBOUND LANE, 26.2 METERS (86 FEET) NORTH OF A FENCE, 6.1
 BJ3775'METERS (20 FEET) SOUTH OF THE CENTER OF THE EASTBOUND LANE OF THE
 BJ3775'INTERSTATE, 1.5 METERS (5 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF
 BJ3775'THE EASTBOUND LANE OF RIVER BRIDGE.
 BJ3775'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 BJ3775'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
 BJ3775
 BJ3775                          STATION RECOVERY (1987)
 BJ3775
 BJ3775'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 BJ3775'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3776 ***********************************************************************
 BJ3776  DESIGNATION -  17 D 005
 BJ3776  PID         -  BJ3776
 BJ3776  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3776  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3776
 BJ3776                         *CURRENT SURVEY CONTROL
 BJ3776  ___________________________________________________________________
 BJ3776* NAD 83(1992)-  30 27 06.25190(N)    090 58 09.97325(W)     ADJUSTED  
 BJ3776* NAVD 88     -        17.73   (+/-2cm)      58.2    (feet)  VERTCON   
 BJ3776  ___________________________________________________________________
 BJ3776  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ3776  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ3776
 BJ3776  HORZ ORDER  -  SECOND
 BJ3776  VERT ORDER  -  THIRD (See Below)
 BJ3776
 BJ3776.The horizontal coordinates were established by classical geodetic methods
 BJ3776.and adjusted by the National Geodetic Survey in January 1993..
 BJ3776
 BJ3776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3776.The vertical order pertains to the NGVD 29 superseded value.
 BJ3776
 BJ3776.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3776
 BJ3776.The geoid height was determined by GEOID03.
 BJ3776
 BJ3776;                    North         East     Units Scale Factor Converg.
 BJ3776;SPC LA S     -   216,396.537 1,034,949.316   MT  0.99995660   +0 10 55.0
 BJ3776;SPC LA S     -   709,960.97  3,395,496.21   sFT  0.99995660   +0 10 55.0
 BJ3776;UTM  15      - 3,370,594.587   694,970.024   MT  1.00006897   +1 01 46.0
 BJ3776
 BJ3776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3776!SPC LA S     -   1.00000147  x   0.99995660  =   0.99995807
 BJ3776!UTM  15      -   1.00000147  x   1.00006897  =   1.00007044
 BJ3776
 BJ3776:                Primary Azimuth Mark                     Grid Az
 BJ3776:SPC LA S     -  DENHAM AZ MK                             074 37 27.2
 BJ3776:UTM  15      -  DENHAM AZ MK                             073 46 36.2
 BJ3776
 BJ3776|---------------------------------------------------------------------|
 BJ3776| PID    Reference Object                     Distance      Geod. Az  |
 BJ3776|                                                           dddmmss.s |
 BJ3776| BJ3777 DENHAM AZ MK                        APPROX. 1.3 KM 0744822.2 |
 BJ3776|---------------------------------------------------------------------|
 BJ3776
 BJ3776                          SUPERSEDED SURVEY CONTROL
 BJ3776
 BJ3776  NAD 83(1986)-  30 27 06.26939(N)    090 58 09.97152(W) AD(       ) 2
 BJ3776  NAD 27      -  30 27 05.58334(N)    090 58 09.60605(W) AD(       ) 2
 BJ3776  NGVD 29 (11/12/92)   17.76   (m)           58.3    (f) LEVELING    3  
 BJ3776
 BJ3776.Superseded values are not recommended for survey control.
 BJ3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3776.See file dsdata.txt to determine how the superseded data were derived.
 BJ3776
 BJ3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9497070595(NAD 83)
 BJ3776_MARKER: DE = TRAVERSE STATION DISK
 BJ3776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3776_SP_SET: CONCRETE POST
 BJ3776_STAMPING: 17D005 1973
 BJ3776_MARK LOGO: LADH  
 BJ3776_PROJECTION: FLUSH
 BJ3776_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3776+STABILITY: SURFACE MOTION
 BJ3776
 BJ3776  HISTORY     - Date     Condition        Report By
 BJ3776  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3776  HISTORY     - 1983     GOOD             LADTD
 BJ3776  HISTORY     - 1987     GOOD             LADTD
 BJ3776
 BJ3776                          STATION DESCRIPTION
 BJ3776
 BJ3776'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3776'THE STATION IS LOCATED 2 MILES SOUTHWEST OF DENHAM SPRINGS, 12
 BJ3776'MILES EAST OF DOWNTOWN BATON ROUGE, AND 10.5 MILES NORTHWEST
 BJ3776'OF PORT VINCENT, IN THE SOUTHEAST QUARTER OF SECTION 40, T7S,
 BJ3776'R2E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ3776'HIGHWAYS.
 BJ3776'
 BJ3776'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3776'U.S. HIGHWAY 61 IN SOUTH BATON ROUGE, GO EAST ALONG INTERSTATE
 BJ3776'12 FOR 6.5 MILES TO AN OVERPASS OVER STATE HIGHWAY 1032 AND THE
 BJ3776'STATION, WHICH IS SET IN THE MEDIAN NEAR THE OVERPASS.
 BJ3776'
 BJ3776'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3776'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3776'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3776'THE GROUND.  IT IS STAMPED 17D005 1973.  IT IS 45 FEET NORTH OF
 BJ3776'THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, 44 FEET
 BJ3776'SOUTH OF THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 33
 BJ3776'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE ON THE
 BJ3776'EASTBOUND LANE OF INTERSTATE 12, 25 FEET SOUTH OF THE
 BJ3776'SOUTHEAST CORNER OF A BRIDGE ON THE WESTBOUND LANE, 19 FEET
 BJ3776'EAST OF A FENCE, AND 5 FEET EAST OF A METAL WITNESS POST AND
 BJ3776'SIGN.
 BJ3776'
 BJ3776'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3776
 BJ3776                          STATION RECOVERY (1983)
 BJ3776
 BJ3776'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3776'3.2 KM (2 MI) SW FROM DENHAM SPRINGS.
 BJ3776'ABOUT 10.5 KM (6.5 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3776'US HIGHWAY 61 IN SOUTH BATON ROUGE TO THE EAST END OF AN OVERPASS
 BJ3776'WITH THE BENCH MARK SET IN THE MEDIAN, 13.7 METERS (45 FEET) NORTH OF
 BJ3776'THE CENTER OF THE EASTBOUND LANE OF THE INTERSTATE, 13.4 METERS (44
 BJ3776'FEET) SOUTH OF THE CENTER OF THE WESTBOUND LANE OF THE INTERSTATE
 BJ3776'10.1 METERS (33 FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 BJ3776'EASTBOUND OVERPASS, 7.6 METERS (25 FEET) SOUTH OF THE SOUTHEAST
 BJ3776'CORNER OF THE WESTBOUND OVERPASS, 5.8 METERS (19 FEET) EAST OF A
 BJ3776'FENCE.
 BJ3776'THE MARK IS 1.52 METERS  E FROM A WITNESS POST.
 BJ3776'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
 BJ3776
 BJ3776                          STATION RECOVERY (1987)
 BJ3776
 BJ3776'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 BJ3776'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4109 ***********************************************************************
 BJ4109  DESIGNATION -  17 G 001
 BJ4109  PID         -  BJ4109
 BJ4109  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4109  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4109
 BJ4109                         *CURRENT SURVEY CONTROL
 BJ4109  ___________________________________________________________________
 BJ4109* NAD 83(1992)-  30 25 52.12959(N)    091 04 50.52980(W)     ADJUSTED  
 BJ4109* NAVD 88     -        14.519  (meters)      47.63   (feet)  ADJUSTED  
 BJ4109  ___________________________________________________________________
 BJ4109  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ4109  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4109  DYNAMIC HT  -          14.500 (meters)      47.57  (feet)  COMP
 BJ4109  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BJ4109
 BJ4109  HORZ ORDER  -  SECOND
 BJ4109  VERT ORDER  -  SECOND    CLASS II
 BJ4109
 BJ4109.The horizontal coordinates were established by classical geodetic methods
 BJ4109.and adjusted by the National Geodetic Survey in January 1993..
 BJ4109
 BJ4109.The orthometric height was determined by differential leveling
 BJ4109.and adjusted by the National Geodetic Survey in February 1994..
 BJ4109
 BJ4109.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4109
 BJ4109.The geoid height was determined by GEOID03.
 BJ4109
 BJ4109.The dynamic height is computed by dividing the NAVD 88
 BJ4109.geopotential number by the normal gravity value computed on the
 BJ4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4109.degrees latitude (g = 980.6199 gals.).
 BJ4109
 BJ4109.The modeled gravity was interpolated from observed gravity values.
 BJ4109
 BJ4109;                    North         East     Units Scale Factor Converg.
 BJ4109;SPC LA S     -   214,085.343 1,024,268.192   MT  0.99995384   +0 07 34.7
 BJ4109;SPC LA S     -   702,378.33  3,360,453.23   sFT  0.99995384   +0 07 34.7
 BJ4109;UTM  15      - 3,368,125.576   684,323.280   MT  1.00001915   +0 58 20.7
 BJ4109
 BJ4109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4109!SPC LA S     -   1.00000198  x   0.99995384  =   0.99995582
 BJ4109!UTM  15      -   1.00000198  x   1.00001915  =   1.00002113
 BJ4109
 BJ4109|---------------------------------------------------------------------|
 BJ4109| PID    Reference Object                     Distance      Geod. Az  |
 BJ4109|                                                           dddmmss.s |
 BJ4109| BJ4953 TP 2                                 11.012 METERS 10138     |
 BJ4109| BJ4933 BATON ROUGE DIX ELEC RAD MAST       APPROX. 0.6 KM 3102652.0 |
 BJ4109|---------------------------------------------------------------------|
 BJ4109
 BJ4109                          SUPERSEDED SURVEY CONTROL
 BJ4109
 BJ4109  NAD 83(1986)-  30 25 52.14781(N)    091 04 50.52804(W) AD(       ) 2
 BJ4109  NAD 27      -  30 25 51.46195(N)    091 04 50.14982(W) AD(       ) 2
 BJ4109  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 BJ4109
 BJ4109.Superseded values are not recommended for survey control.
 BJ4109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4109.See file dsdata.txt to determine how the superseded data were derived.
 BJ4109
 BJ4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8432368126(NAD 83)
 BJ4109_MARKER: DD = SURVEY DISK
 BJ4109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4109_SP_SET: CONCRETE POST
 BJ4109_STAMPING: 17G001 1974
 BJ4109_MARK LOGO: LADH  
 BJ4109_PROJECTION: FLUSH
 BJ4109_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4109+STABILITY: SURFACE MOTION
 BJ4109
 BJ4109  HISTORY     - Date     Condition        Report By
 BJ4109  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4109  HISTORY     - 1980     GOOD             LADTD
 BJ4109  HISTORY     - 1987     GOOD             LA-033
 BJ4109
 BJ4109                          STATION DESCRIPTION
 BJ4109
 BJ4109'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4109'THE STATION IS LOCATED IN BATON ROUGE IN THE SOUTHEASTERN PART
 BJ4109'OF THE CITY JUST NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 61
 BJ4109'AND INTERSTATE 12 ON THE PROPERTY OF THE LOUISIANA DEPARTMENT
 BJ4109'OF HIGHWAYS.
 BJ4109'
 BJ4109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4109'U.S. HIGHWAY 190, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR 1.8
 BJ4109'MILES TO THE MARK SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR
 BJ4109'THE AMERICAN BANK BUILDING AND A POWER POLE.
 BJ4109'
 BJ4109'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4109'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF
 BJ4109'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4109'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 BJ4109'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ4109'SURFACE.  THEY ARE STAMPED 17G001 1974.  THE MARK IS 76 FEET
 BJ4109'NORTHEAST OF THE NORTHEAST CORNER OF THE AMERICAN BANK
 BJ4109'BUILDING, 74 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE ON
 BJ4109'U.S. HIGHWAY 61, 53 FEET SOUTH OF A POWER POLE (NO. P150L1712),
 BJ4109'15.5 FEET SOUTH OF THE CENTER OF A CONCRETE DRIVE LEADING TO THE
 BJ4109'AMERICAN BANK BUILDING AND 2 FEET NORTHWEST OF A CONCRETE
 BJ4109'CURB.
 BJ4109'
 BJ4109'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4109
 BJ4109                          STATION RECOVERY (1980)
 BJ4109
 BJ4109'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4109'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4109'1974.
 BJ4109
 BJ4109                          STATION RECOVERY (1987)
 BJ4109
 BJ4109'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4109'IN BATON ROUGE.
 BJ4109'THE STATION IS LOCATED IN BATON ROUGE IN THE SOUTHEASTERN PART OF THE
 BJ4109'CITY JUST NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4109'INTERSTATE 12 ON THE PROPERTY OF THE LOUISIANA DEPARTMENT OF
 BJ4109'HIGHWAYS.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 BJ4109'AND U.S. HIGHWAY 190, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR 1.8
 BJ4109'MILES TO THE MARK SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR THE
 BJ4109'AMERICAN BANK BUILDING AND A POWER POLE.  THE STATION MARK IS A
 BJ4109'STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BJ4109'GEODETIC SURVEY DISK, MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ4109'THE GROUND THE MARK IS 76 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BJ4109'THE AMERICAN BANK BUILDING, 74 FEET WEST OF THE CENTER OF THE SOUTH
 BJ4109'BOUND LANE ON U.S. HIGHWAY 61, 53 FEET SOUTH OF A POWER POLE (NO.
 BJ4109'P150L1712), 15.5 FEET SOUTH OF THE CENTER OF A CONCRETE DRIVE LEADING
 BJ4109'TO THE AMERICAN BANK BUILDING AND 2 FEET NORTHWEST OF A CONCRETE
 BJ4109'CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3965 ***********************************************************************
 BJ3965  DESIGNATION -  17 H 003
 BJ3965  PID         -  BJ3965
 BJ3965  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3965  USGS QUAD   -  ZACHARY (1980)
 BJ3965
 BJ3965                         *CURRENT SURVEY CONTROL
 BJ3965  ___________________________________________________________________
 BJ3965* NAD 83(1992)-  30 39 05.21704(N)    091 09 57.48712(W)     ADJUSTED  
 BJ3965* NAVD 88     -        29.621  (meters)      97.18   (feet)  ADJUSTED  
 BJ3965  ___________________________________________________________________
 BJ3965  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BJ3965  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3965  DYNAMIC HT  -          29.582 (meters)      97.05  (feet)  COMP
 BJ3965  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ3965
 BJ3965  HORZ ORDER  -  SECOND
 BJ3965  VERT ORDER  -  SECOND    CLASS II
 BJ3965
 BJ3965.The horizontal coordinates were established by classical geodetic methods
 BJ3965.and adjusted by the National Geodetic Survey in January 1993..
 BJ3965
 BJ3965.The orthometric height was determined by differential leveling
 BJ3965.and adjusted by the National Geodetic Survey in February 1994..
 BJ3965
 BJ3965.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3965
 BJ3965.The geoid height was determined by GEOID03.
 BJ3965
 BJ3965.The dynamic height is computed by dividing the NAVD 88
 BJ3965.geopotential number by the normal gravity value computed on the
 BJ3965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3965.degrees latitude (g = 980.6199 gals.).
 BJ3965
 BJ3965.The modeled gravity was interpolated from observed gravity values.
 BJ3965
 BJ3965;                    North         East     Units Scale Factor Converg.
 BJ3965;SPC LA S     -   238,492.634 1,016,041.717   MT  0.99999003   +0 05 01.3
 BJ3965;SPC LA S     -   782,454.58  3,333,463.53   sFT  0.99999003   +0 05 01.3
 BJ3965;UTM  15      - 3,392,409.021   675,735.859   MT  0.99998099   +0 56 06.9
 BJ3965
 BJ3965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3965!SPC LA S     -   0.99999963  x   0.99999003  =   0.99998966
 BJ3965!UTM  15      -   0.99999963  x   0.99998099  =   0.99998062
 BJ3965
 BJ3965:                Primary Azimuth Mark                     Grid Az
 BJ3965:SPC LA S     -  17H004 LDH                               276 19 48.3
 BJ3965:UTM  15      -  17H004 LDH                               275 28 42.7
 BJ3965
 BJ3965|---------------------------------------------------------------------|
 BJ3965| PID    Reference Object                     Distance      Geod. Az  |
 BJ3965|                                                           dddmmss.s |
 BJ3965| BJ4814 17H004 LDH                          APPROX. 0.9 KM 2762449.6 |
 BJ3965|---------------------------------------------------------------------|
 BJ3965
 BJ3965                          SUPERSEDED SURVEY CONTROL
 BJ3965
 BJ3965  NAD 83(1986)-  30 39 05.23507(N)    091 09 57.48389(W) AD(       ) 2
 BJ3965  NAD 27      -  30 39 04.56783(N)    091 09 57.09678(W) AD(       ) 2
 BJ3965  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 BJ3965
 BJ3965.Superseded values are not recommended for survey control.
 BJ3965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3965.See file dsdata.txt to determine how the superseded data were derived.
 BJ3965
 BJ3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7573692409(NAD 83)
 BJ3965_MARKER: DS = TRIANGULATION STATION DISK
 BJ3965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3965_SP_SET: CONCRETE POST
 BJ3965_STAMPING: 17 H 003 1975
 BJ3965_MARK LOGO: LADH  
 BJ3965_PROJECTION: FLUSH
 BJ3965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3965+STABILITY: SURFACE MOTION
 BJ3965
 BJ3965  HISTORY     - Date     Condition        Report By
 BJ3965  HISTORY     - 1975     MONUMENTED       LADTD
 BJ3965  HISTORY     - 1987     GOOD             LA-033
 BJ3965
 BJ3965                          STATION DESCRIPTION
 BJ3965
 BJ3965'DESCRIBED BY LA TRANSP AND DEV 1975 (RJT)
 BJ3965'THE STATION IS LOCATED ON THE WEST SIDE OF ZACHARY.  THE MARK IS
 BJ3965'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3965'
 BJ3965'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 BJ3965'64 IN THE CENTER OF ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR
 BJ3965'0.55 MILES TO THE MARK SET ON THE RIGHT AND NORTH OF THE HIGHWAY
 BJ3965'NEAR A POWER POLE AND A METAL GATE.
 BJ3965'
 BJ3965'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3965'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ3965'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ3965'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN AN IRREGULAR
 BJ3965'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ3965'SURFACE.  THEY ARE STAMPED 17H003 1975.  THE MARK IS 101 FEET
 BJ3965'SOUTHEAST OF THE CENTER OF A METAL FIELD GATE, 80 FEET
 BJ3965'SOUTHWEST OF A FIRE HYDRANT, 31 FEET NORTH OF THE CENTER OF
 BJ3965'THE WEST BOUND LANE ON STATE HIGHWAY 64, 22 FEET NORTHWEST OF
 BJ3965'A METAL COVER IN THE WEST BOUND LANE ON STATE HIGHWAY 64, AND
 BJ3965'3.5 FEET NORTH OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
 BJ3965'
 BJ3965'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ3965
 BJ3965                          STATION RECOVERY (1987)
 BJ3965
 BJ3965'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3965'0.97 KM (0.6 MI) WEST FROM ZACHARY.
 BJ3965'FROM THE RAILROAD CROSSING AT THE OLD RAILROAD DEPOT IN ZACHARY, GO
 BJ3965'WEST ON STATE HIGHWAY 64 FOR 0.97 KM (0.6 MI) TO THE MARK ON THE
 BJ3965'RIGHT, A SIDEWALK HAS BEEN PLACED OVER THE MARK WITH THE MARK
 BJ3965'EXPOSED, 5 METERS (16.5 FT) SOUTHWEST OF A FENCE CORNER, 2.6 METERS
 BJ3965'(8.5 FT) SOUTH-SOUTHWEST OF HIGHWAY RIGHT-OF-WAY MARKER, 1.8 METERS
 BJ3965'NORTH OF THE NORTH CURB OF HIGHWAY 64 AND 0.76 METERS (2.5 FT) NORTH
 BJ3965'OF A POWER POLE.
 BJ3965'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 BJ3965'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0870 ***********************************************************************
 BJ0870  DESIGNATION -  17 K 004
 BJ0870  PID         -  BJ0870
 BJ0870  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0870  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0870
 BJ0870                         *CURRENT SURVEY CONTROL
 BJ0870  ___________________________________________________________________
 BJ0870* NAD 83(1992)-  30 27 54.01428(N)    091 01 15.61648(W)     ADJUSTED  
 BJ0870* NAVD 88     -        13.681  (meters)      44.89   (feet)  ADJUSTED  
 BJ0870  ___________________________________________________________________
 BJ0870  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ0870  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0870  DYNAMIC HT  -          13.663 (meters)      44.83  (feet)  COMP
 BJ0870  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ0870
 BJ0870  HORZ ORDER  -  SECOND
 BJ0870  VERT ORDER  -  FIRST     CLASS I
 BJ0870
 BJ0870.The horizontal coordinates were established by classical geodetic methods
 BJ0870.and adjusted by the National Geodetic Survey in January 1993..
 BJ0870
 BJ0870.The orthometric height was determined by differential leveling
 BJ0870.and adjusted by the National Geodetic Survey in February 1994..
 BJ0870
 BJ0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0870
 BJ0870.The geoid height was determined by GEOID03.
 BJ0870
 BJ0870.The dynamic height is computed by dividing the NAVD 88
 BJ0870.geopotential number by the normal gravity value computed on the
 BJ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0870.degrees latitude (g = 980.6199 gals.).
 BJ0870
 BJ0870.The modeled gravity was interpolated from observed gravity values.
 BJ0870
 BJ0870;                    North         East     Units Scale Factor Converg.
 BJ0870;SPC LA S     -   217,852.674 1,029,992.670   MT  0.99995844   +0 09 22.2
 BJ0870;SPC LA S     -   714,738.31  3,379,234.28   sFT  0.99995844   +0 09 22.2
 BJ0870;UTM  15      - 3,371,977.389   689,991.887   MT  1.00004533   +1 00 13.2
 BJ0870
 BJ0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0870!SPC LA S     -   1.00000211  x   0.99995844  =   0.99996055
 BJ0870!UTM  15      -   1.00000211  x   1.00004533  =   1.00004744
 BJ0870
 BJ0870:                Primary Azimuth Mark                     Grid Az
 BJ0870:SPC LA S     -  17K005 LADH 1974                         084 13 08.9
 BJ0870:UTM  15      -  17K005 LADH 1974                         083 22 17.9
 BJ0870
 BJ0870|---------------------------------------------------------------------|
 BJ0870| PID    Reference Object                     Distance      Geod. Az  |
 BJ0870|                                                           dddmmss.s |
 BJ0870| BJ4941 17K005 LADH 1974                    APPROX. 0.7 KM 0842231.1 |
 BJ0870|---------------------------------------------------------------------|
 BJ0870
 BJ0870                          SUPERSEDED SURVEY CONTROL
 BJ0870
 BJ0870  NAD 83(1986)-  30 27 54.03197(N)    091 01 15.61423(W) AD(       ) 2
 BJ0870  NAD 27      -  30 27 53.34743(N)    091 01 15.24280(W) AD(       ) 2
 BJ0870  NAVD 88 (06/15/91)   13.736  (m)           45.07   (f) UNKNOWN     1 1
 BJ0870  NGVD 29 (??/??/??)   13.707  (m)           44.97   (f) ADJUSTED    1 1
 BJ0870
 BJ0870.Superseded values are not recommended for survey control.
 BJ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0870.See file dsdata.txt to determine how the superseded data were derived.
 BJ0870
 BJ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8999271977(NAD 83)
 BJ0870_MARKER: DS = TRIANGULATION STATION DISK
 BJ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0870_SP_SET: CONCRETE POST
 BJ0870_STAMPING: 17K004 1974
 BJ0870_MARK LOGO: LADH  
 BJ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0870+STABILITY: SURFACE MOTION
 BJ0870
 BJ0870  HISTORY     - Date     Condition        Report By
 BJ0870  HISTORY     - 1974     MONUMENTED       LADTD
 BJ0870  HISTORY     - 1976     GOOD             NGS
 BJ0870  HISTORY     - 1987     GOOD             LA-033
 BJ0870  HISTORY     - 19870818 GOOD             USPSQD
 BJ0870
 BJ0870                          STATION DESCRIPTION
 BJ0870
 BJ0870'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ0870'THE STATION IS LOCATED NEAR BATON ROUGE EAST OF THE CITY
 BJ0870'ON U.S. HIGHWAY 190 NEAR THE RS AND S SPORTS CAR CENTER.  THE
 BJ0870'MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ0870'
 BJ0870'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND U.S. HIGHWAY
 BJ0870'190 INTERCHANGE IN EAST BATON ROUGE GO EAST ALONG
 BJ0870'U.S. HIGHWAY 190 FOR 4.5 MILES TO THE STATION SET ON THE
 BJ0870'LEFT AND NORTH OF THE HIGHWAY NEAR THE RS AND S SPORTS CAR CENTER.
 BJ0870'
 BJ0870'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ0870'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ0870'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ0870'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ0870'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ0870'GROUND SURFACE.  THEY ARE STAMPED 17K004 1974.  THE MARK IS
 BJ0870'34.5 FEET EAST OF THE CENTER OF A CONCRETE DRIVE, 17.5 FEET
 BJ0870'NORTH OF THE CENTER OF A SERVICE ROAD, 13 FEET SOUTHEAST OF
 BJ0870'THE SOUTHEAST CORNER OF A PARKING LOT AND 2.5 FEET WEST OF
 BJ0870'A METAL WITNESS POST AND SIGN.
 BJ0870'
 BJ0870'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ0870
 BJ0870                          STATION RECOVERY (1976)
 BJ0870
 BJ0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0870'4.6 MI SW FROM DENHAM SPRINGS.
 BJ0870'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0870'RANGE AVENUE, 0.1 MILE WEST OF THE JUNCTION OF FONTAINEBLEAU DRIVE
 BJ0870'70.5 FT NORTH OF THE CENTER LINE OF THE NORTH HIGHWAY LANES, 17 FT
 BJ0870'NORTH OF THE CENTER LINE OF THE NORTH FRONTAGE ROAD, 35 FT EAST OF
 BJ0870'THE CENTER LINE OF A CONCRETE DRIVE TO 14777 FLORIDA BOULEVARD, 119.0
 BJ0870'FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING AT 14777 FLORIDA
 BJ0870'BOULEVARD.
 BJ0870
 BJ0870                          STATION RECOVERY (1987)
 BJ0870
 BJ0870'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0870'RECOVERED IN GOOD CONDITION.
 BJ0870
 BJ0870                          STATION RECOVERY (1987)
 BJ0870
 BJ0870'RECOVERY NOTE BY US POWER SQUADRON 1987 (RDP)
 BJ0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0872 ***********************************************************************
 BJ0872  DESIGNATION -  17 K 006
 BJ0872  PID         -  BJ0872
 BJ0872  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0872  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0872
 BJ0872                         *CURRENT SURVEY CONTROL
 BJ0872  ___________________________________________________________________
 BJ0872* NAD 83(1992)-  30 28 04.05175(N)    091 00 03.27338(W)     ADJUSTED  
 BJ0872* NAVD 88     -        12.641  (meters)      41.47   (feet)  ADJUSTED  
 BJ0872  ___________________________________________________________________
 BJ0872  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ0872  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0872  DYNAMIC HT  -          12.625 (meters)      41.42  (feet)  COMP
 BJ0872  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ0872
 BJ0872  HORZ ORDER  -  SECOND
 BJ0872  VERT ORDER  -  FIRST     CLASS I
 BJ0872
 BJ0872.The horizontal coordinates were established by classical geodetic methods
 BJ0872.and adjusted by the National Geodetic Survey in January 1993..
 BJ0872
 BJ0872.The orthometric height was determined by differential leveling
 BJ0872.and adjusted by the National Geodetic Survey in February 1994..
 BJ0872
 BJ0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0872
 BJ0872.The geoid height was determined by GEOID03.
 BJ0872
 BJ0872.The dynamic height is computed by dividing the NAVD 88
 BJ0872.geopotential number by the normal gravity value computed on the
 BJ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0872.degrees latitude (g = 980.6199 gals.).
 BJ0872
 BJ0872.The modeled gravity was interpolated from observed gravity values.
 BJ0872
 BJ0872;                    North         East     Units Scale Factor Converg.
 BJ0872;SPC LA S     -   218,167.188 1,031,921.504   MT  0.99995884   +0 09 58.4
 BJ0872;SPC LA S     -   715,770.18  3,385,562.47   sFT  0.99995884   +0 09 58.4
 BJ0872;UTM  15      - 3,372,320.433   691,916.033   MT  1.00005439   +1 00 50.2
 BJ0872
 BJ0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0872!SPC LA S     -   1.00000227  x   0.99995884  =   0.99996111
 BJ0872!UTM  15      -   1.00000227  x   1.00005439  =   1.00005666
 BJ0872
 BJ0872:                Primary Azimuth Mark                     Grid Az
 BJ0872:SPC LA S     -  STEVENS AZ MK                            107 48 23.0
 BJ0872:UTM  15      -  STEVENS AZ MK                            106 57 31.2
 BJ0872
 BJ0872|---------------------------------------------------------------------|
 BJ0872| PID    Reference Object                     Distance      Geod. Az  |
 BJ0872|                                                           dddmmss.s |
 BJ0872| BJ4538 STEVENS AZ MK                       461.826 METERS 1075821.4 |
 BJ0872|---------------------------------------------------------------------|
 BJ0872
 BJ0872                          SUPERSEDED SURVEY CONTROL
 BJ0872
 BJ0872  NAD 83(1986)-  30 28 04.06938(N)    091 00 03.27110(W) AD(       ) 2
 BJ0872  NAD 27      -  30 28 03.38526(N)    091 00 02.90194(W) AD(       ) 2
 BJ0872  NAVD 88 (06/15/91)   12.682  (m)           41.61   (f) UNKNOWN     1 1
 BJ0872  NGVD 29 (??/??/??)   12.653  (m)           41.51   (f) ADJUSTED    1 1
 BJ0872
 BJ0872.Superseded values are not recommended for survey control.
 BJ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0872.See file dsdata.txt to determine how the superseded data were derived.
 BJ0872
 BJ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9191672320(NAD 83)
 BJ0872_MARKER: DS = TRIANGULATION STATION DISK
 BJ0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0872_SP_SET: CONCRETE POST
 BJ0872_STAMPING: 17K006 1974
 BJ0872_MARK LOGO: LADH  
 BJ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0872+STABILITY: SURFACE MOTION
 BJ0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0872+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 BJ0872
 BJ0872  HISTORY     - Date     Condition        Report By
 BJ0872  HISTORY     - 1974     MONUMENTED       LADTD
 BJ0872  HISTORY     - 1976     GOOD             NGS
 BJ0872  HISTORY     - 1987     GOOD             LA-033
 BJ0872  HISTORY     - 19870818 GOOD             USPSQD
 BJ0872  HISTORY     - 20050804 GOOD             SJB
 BJ0872
 BJ0872                          STATION DESCRIPTION
 BJ0872
 BJ0872'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ0872'THE STATION IS LOCATED NEAR BATON ROUGE ON U.S. HIGHWAY 190
 BJ0872'EAST OF THE CITY.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF
 BJ0872'HIGHWAYS PROPERTY.
 BJ0872'
 BJ0872'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND U.S. HIGHWAY
 BJ0872'190 INTERCHANGE IN EAST BATON ROUGE GO EAST ALONG
 BJ0872'U.S. HIGHWAY 190 FOR 5.7 MILES TO THE MARKSET ON THE LEFT
 BJ0872'AND NORTH OF THE HIGHWAY NEAR A FENCE AND A GUM TREE.
 BJ0872'
 BJ0872'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ0872'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ0872'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ0872'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ0872'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ0872'GROUND SURFACE.  THEY ARE STAMPED 17K006 1974.  THE MARK IS
 BJ0872'32 FEET SOUTH-SOUTHWEST OF A 14 INCH GUM TREE, 16 FEET NORTH
 BJ0872'OF THE CENTER OF A SERVICE ROAD, 2 FEET NORTHWEST OF A FENCE
 BJ0872'CORNER AND 2 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ0872'
 BJ0872'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ0872
 BJ0872                          STATION RECOVERY (1976)
 BJ0872
 BJ0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0872'3.3 MI SW FROM DENHAM SPRINGS.
 BJ0872'3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0872'RANGE AVENUE, 0.1 MILE EAST OF THE JUNCTION OF STEVENDALE ROAD,
 BJ0872'76 FT NORTH OF THE CENTER LINE OF THE NORTH FRONTAGE ROAD, 144 FT EAST
 BJ0872'OF A POWER LINE POLE SUPPORTING TWO TRANSFORMERS, 2.5 FT SOUTHWEST OF
 BJ0872'A FENCE CORNER POST.
 BJ0872
 BJ0872                          STATION RECOVERY (1987)
 BJ0872
 BJ0872'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0872'RECOVERED IN GOOD CONDITION.
 BJ0872
 BJ0872                          STATION RECOVERY (1987)
 BJ0872
 BJ0872'RECOVERY NOTE BY US POWER SQUADRON 1987 (RDP)
 BJ0872'RECOVERED IN GOOD CONDITION.
 BJ0872
 BJ0872                          STATION RECOVERY (2005)
 BJ0872
 BJ0872'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4951 ***********************************************************************
 BJ4951  DESIGNATION -  17 N 003
 BJ4951  PID         -  BJ4951
 BJ4951  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4951  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4951
 BJ4951                         *CURRENT SURVEY CONTROL
 BJ4951  ___________________________________________________________________
 BJ4951* NAD 83(1992)-  30 22 55.56699(N)    091 03 56.21887(W)     ADJUSTED  
 BJ4951* NAVD 88     -        16.6    (meters)      54.     (feet)  VERTCON   
 BJ4951  ___________________________________________________________________
 BJ4951  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ4951  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4951
 BJ4951  HORZ ORDER  -  SECOND
 BJ4951
 BJ4951.The horizontal coordinates were established by classical geodetic methods
 BJ4951.and adjusted by the National Geodetic Survey in January 1993..
 BJ4951
 BJ4951.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4951
 BJ4951.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4951
 BJ4951.The geoid height was determined by GEOID03.
 BJ4951
 BJ4951;                    North         East     Units Scale Factor Converg.
 BJ4951;SPC LA S     -   208,651.802 1,025,730.118   MT  0.99994780   +0 08 01.9
 BJ4951;SPC LA S     -   684,551.79  3,365,249.56   sFT  0.99994780   +0 08 01.9
 BJ4951;UTM  15      - 3,362,713.808   685,865.329   MT  1.00002620   +0 58 43.0
 BJ4951
 BJ4951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4951!SPC LA S     -   1.00000166  x   0.99994780  =   0.99994946
 BJ4951!UTM  15      -   1.00000166  x   1.00002620  =   1.00002786
 BJ4951
 BJ4951|---------------------------------------------------------------------|
 BJ4951| PID    Reference Object                     Distance      Geod. Az  |
 BJ4951|                                                           dddmmss.s |
 BJ4951| BJ4930 SIEGEN                              397.640 METERS 21714     |
 BJ4951|---------------------------------------------------------------------|
 BJ4951
 BJ4951                          SUPERSEDED SURVEY CONTROL
 BJ4951
 BJ4951  NAD 83(1986)-  30 22 55.58486(N)    091 03 56.21706(W) AD(       ) 2
 BJ4951  NAD 27      -  30 22 54.89530(N)    091 03 55.84134(W) AD(       ) 2
 BJ4951  NGVD 29 (07/19/86)   16.6    (m)           54.     (f) VERT ANG       
 BJ4951
 BJ4951.Superseded values are not recommended for survey control.
 BJ4951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4951.See file dsdata.txt to determine how the superseded data were derived.
 BJ4951
 BJ4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8586562714(NAD 83)
 BJ4951_MARKER: DD = SURVEY DISK
 BJ4951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4951_MARK LOGO: LADTD 
 BJ4951_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4951+STABILITY: SURFACE MOTION
 BJ4951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4951+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1981
 BJ4951
 BJ4951  HISTORY     - Date     Condition        Report By
 BJ4951  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4951  HISTORY     - 19810101 GOOD             NGS
 BJ4951
 BJ4951                          STATION DESCRIPTION
 BJ4951
 BJ4951'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4951'THE STATION IS LOCATED 8 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ4951'ROUGE AND 10 MILES SOUTHWEST OF DENHAM SPRINGS.  THE MARK
 BJ4951'IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4951'
 BJ4951'TO REACH THE STATION FROM THE ESSEN LANE INTERCHANGE ON
 BJ4951'INTERSTATE 10 IN SOUTH BATON ROUGE, DRIVE SOUTHEAST ALONG
 BJ4951'INTERSTATE 10 FOR 2.8 MILES TO THE SIEGEN LANE INTERCHANGE.  THE
 BJ4951'MARK IS SET IN THE MEDIAN OF THE HIGHWAY NEAR THE SOUTHWEST
 BJ4951'CORNER OF THE OVERPASS ON THE NORTH BOUND LANE OF THE INTERSTATE.
 BJ4951'
 BJ4951'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4951'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF
 BJ4951'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4951'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4951'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 BJ4951'GROUND SURFACE.  THEY ARE STAMPED 17N003 1975.  THE MARK IS
 BJ4951'64 FEET NORTH-NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE
 BJ4951'ON INTERSTATE HIGHWAY 10, 45 FEET NORTH-NORTHEAST OF THE
 BJ4951'SOUTHEAST CORNER ON THE SIEGEN LANE OVERPASS ON THE SOUTH
 BJ4951'BOUND LANE, 24 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE NORTH
 BJ4951'BOUND LANE ON INTERSTATE 10, 7.5 FEET SOUTH OF THE
 BJ4951'SOUTHWEST CORNER OF THE OVERPASS ON THE NORTH BOUND LANE OF
 BJ4951'INTERSTATE 10 AND 2 FEET NORTHWEST OF A METAL WITNESS POST
 BJ4951'AND SIGN.
 BJ4951'
 BJ4951'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4951
 BJ4951                          STATION RECOVERY (1981)
 BJ4951
 BJ4951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DJT)
 BJ4951'THIS STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE
 BJ4951'PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4108 ***********************************************************************
 BJ4108  DESIGNATION -  17 Q 013
 BJ4108  PID         -  BJ4108
 BJ4108  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4108  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4108
 BJ4108                         *CURRENT SURVEY CONTROL
 BJ4108  ___________________________________________________________________
 BJ4108* NAD 83(1992)-  30 23 49.85895(N)    091 03 11.55056(W)     ADJUSTED  
 BJ4108* NAVD 88     -         9.838  (meters)      32.28   (feet)  ADJUSTED  
 BJ4108  ___________________________________________________________________
 BJ4108  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ4108  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4108  DYNAMIC HT  -           9.825 (meters)      32.23  (feet)  COMP
 BJ4108  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 BJ4108
 BJ4108  HORZ ORDER  -  SECOND
 BJ4108  VERT ORDER  -  SECOND    CLASS II
 BJ4108
 BJ4108.The horizontal coordinates were established by classical geodetic methods
 BJ4108.and adjusted by the National Geodetic Survey in January 1993..
 BJ4108
 BJ4108.The orthometric height was determined by differential leveling
 BJ4108.and adjusted by the National Geodetic Survey in February 1994..
 BJ4108
 BJ4108.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4108
 BJ4108.The geoid height was determined by GEOID03.
 BJ4108
 BJ4108.The dynamic height is computed by dividing the NAVD 88
 BJ4108.geopotential number by the normal gravity value computed on the
 BJ4108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4108.degrees latitude (g = 980.6199 gals.).
 BJ4108
 BJ4108.The modeled gravity was interpolated from observed gravity values.
 BJ4108
 BJ4108;                    North         East     Units Scale Factor Converg.
 BJ4108;SPC LA S     -   210,326.438 1,026,918.541   MT  0.99994958   +0 08 24.2
 BJ4108;SPC LA S     -   690,045.99  3,369,148.58   sFT  0.99994958   +0 08 24.2
 BJ4108;UTM  15      - 3,364,405.924   687,029.019   MT  1.00003155   +0 59 07.2
 BJ4108
 BJ4108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4108!SPC LA S     -   1.00000271  x   0.99994958  =   0.99995229
 BJ4108!UTM  15      -   1.00000271  x   1.00003155  =   1.00003426
 BJ4108
 BJ4108|---------------------------------------------------------------------|
 BJ4108| PID    Reference Object                     Distance      Geod. Az  |
 BJ4108|                                                           dddmmss.s |
 BJ4108| BJ3927 NESSER                              378.586 METERS 33340     |
 BJ4108|---------------------------------------------------------------------|
 BJ4108
 BJ4108                          SUPERSEDED SURVEY CONTROL
 BJ4108
 BJ4108  NAD 83(1986)-  30 23 49.87676(N)    091 03 11.54903(W) AD(       ) 2
 BJ4108  NAD 27      -  30 23 49.18745(N)    091 03 11.17606(W) AD(       ) 2
 BJ4108  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 BJ4108
 BJ4108.Superseded values are not recommended for survey control.
 BJ4108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4108.See file dsdata.txt to determine how the superseded data were derived.
 BJ4108
 BJ4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8702964406(NAD 83)
 BJ4108_MARKER: DS = TRIANGULATION STATION DISK
 BJ4108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4108_SP_SET: CONCRETE POST
 BJ4108_STAMPING: 17 Q 013 1975
 BJ4108_MARK LOGO: LADH  
 BJ4108_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ4108_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4108+STABILITY: SURFACE MOTION
 BJ4108
 BJ4108  HISTORY     - Date     Condition        Report By
 BJ4108  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4108  HISTORY     - 1980     GOOD             LADTD
 BJ4108  HISTORY     - 1987     GOOD             LA-033
 BJ4108
 BJ4108                          STATION DESCRIPTION
 BJ4108
 BJ4108'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4108'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF DOWNTOWN
 BJ4108'BATON ROUGE.  THE MARK IS SET ON PROPERTY OWNED BY THE
 BJ4108'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4108'
 BJ4108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4108'INTERSTATE 12, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR 2.2
 BJ4108'MILES TO THE MARK SET ON THE LEFT AND SOUTHWEST OF THE HIGHWAY
 BJ4108'NEAR A POWER POLE.
 BJ4108'
 BJ4108'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4108'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF
 BJ4108'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4108'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 BJ4108'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ4108'SURFACE.  THEY ARE STAMPED 17Q013 1975.  THE MARK IS 114.5 FEET
 BJ4108'SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE ON U.S. HIGHWAY
 BJ4108'61, 70 FEET SOUTHEAST OF A GRAVEL DRIVE, 3.5 FEET SOUTHWEST OF
 BJ4108'A TELEPHONE CABLE JUNCTION BOX, 3 FEET NORTHWEST OF A POWER
 BJ4108'POLE AND 2 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BJ4108'
 BJ4108'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4108
 BJ4108                          STATION RECOVERY (1980)
 BJ4108
 BJ4108'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4108'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4108'1975.
 BJ4108
 BJ4108                          STATION RECOVERY (1987)
 BJ4108
 BJ4108'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4108'IN SOUTHEAST BATON ROUGE.
 BJ4108'THE MARK IS LOCATED ABOUT 3.54 KM (2.2 MILES) SOUTHEAST ALONG U.S.
 BJ4108'HIGHWAY 61 FROM THE JUNCTION OF U.S. HIGHWAY 61 AND INTERSTATE 12 TO
 BJ4108'THE MARK ON THE LEFT, 34.9 METERS (114.5 FT) SOUTHWEST OF THE CENTER
 BJ4108'OF THE SOUTH BOUND LANES OF HIGHWAY 61, 21.3 METERS (70 FEET)
 BJ4108'SOUTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY, 1.1 METERS (3.5 FT)
 BJ4108'SOUTHWEST OF A TELEPHONE CABLE JUNCTION BOX AND 0.9 METERS (3 FT)
 BJ4108'NORTHWEST OF A POWER POLE.
 BJ4108'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ4108'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3421 ***********************************************************************
 BJ3421  DESIGNATION -  17 R 001
 BJ3421  PID         -  BJ3421
 BJ3421  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3421  USGS QUAD   -  FRED (1980)
 BJ3421
 BJ3421                         *CURRENT SURVEY CONTROL
 BJ3421  ___________________________________________________________________
 BJ3421* NAD 83(1992)-  30 41 29.02009(N)    091 05 21.90326(W)     ADJUSTED  
 BJ3421* NAVD 88     -        36.921  (meters)     121.13   (feet)  ADJUSTED  
 BJ3421  ___________________________________________________________________
 BJ3421  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ3421  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3421  DYNAMIC HT  -          36.873 (meters)     120.97  (feet)  COMP
 BJ3421  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3421
 BJ3421  HORZ ORDER  -  SECOND
 BJ3421  VERT ORDER  -  SECOND    CLASS I
 BJ3421
 BJ3421.The horizontal coordinates were established by classical geodetic methods
 BJ3421.and adjusted by the National Geodetic Survey in January 1993..
 BJ3421
 BJ3421.The orthometric height was determined by differential leveling
 BJ3421.and adjusted by the National Geodetic Survey in February 1994..
 BJ3421
 BJ3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3421
 BJ3421.The geoid height was determined by GEOID03.
 BJ3421
 BJ3421.The dynamic height is computed by dividing the NAVD 88
 BJ3421.geopotential number by the normal gravity value computed on the
 BJ3421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3421.degrees latitude (g = 980.6199 gals.).
 BJ3421
 BJ3421.The modeled gravity was interpolated from observed gravity values.
 BJ3421
 BJ3421;                    North         East     Units Scale Factor Converg.
 BJ3421;SPC LA S     -   242,934.254 1,023,369.615   MT  0.99999818   +0 07 19.1
 BJ3421;SPC LA S     -   797,026.80  3,357,505.15   sFT  0.99999818   +0 07 19.1
 BJ3421;UTM  15      - 3,396,959.193   682,996.881   MT  1.00001312   +0 58 31.7
 BJ3421
 BJ3421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3421!SPC LA S     -   0.99999849  x   0.99999818  =   0.99999667
 BJ3421!UTM  15      -   0.99999849  x   1.00001312  =   1.00001161
 BJ3421
 BJ3421:                Primary Azimuth Mark                     Grid Az
 BJ3421:SPC LA S     -  LEMON 1970 AZ MK                         025 19 50.9
 BJ3421:UTM  15      -  LEMON 1970 AZ MK                         024 28 38.3
 BJ3421
 BJ3421|---------------------------------------------------------------------|
 BJ3421| PID    Reference Object                     Distance      Geod. Az  |
 BJ3421|                                                           dddmmss.s |
 BJ3421| BJ4728 LEMON 1970 AZ MK                    APPROX. 1.2 KM 0252710.0 |
 BJ3421|---------------------------------------------------------------------|
 BJ3421
 BJ3421                          SUPERSEDED SURVEY CONTROL
 BJ3421
 BJ3421  NAD 83(1986)-  30 41 29.03775(N)    091 05 21.89993(W) AD(       ) 2
 BJ3421  NAD 27      -  30 41 28.37439(N)    091 05 21.51887(W) AD(       ) 2
 BJ3421  NGVD 29 (07/19/86)   37.0    (m)          121.     (f) VERT ANG       
 BJ3421
 BJ3421.Superseded values are not recommended for survey control.
 BJ3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3421.See file dsdata.txt to determine how the superseded data were derived.
 BJ3421
 BJ3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8299796959(NAD 83)
 BJ3421_MARKER: DE = TRAVERSE STATION DISK
 BJ3421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3421_SP_SET: CONCRETE POST
 BJ3421_STAMPING: 17 R 001 1975
 BJ3421_MARK LOGO: LADH  
 BJ3421_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3421+STABILITY: SURFACE MOTION
 BJ3421
 BJ3421  HISTORY     - Date     Condition        Report By
 BJ3421  HISTORY     - 1975     MONUMENTED       LADTD
 BJ3421  HISTORY     - 1984     GOOD             LADTD
 BJ3421  HISTORY     - 1987     GOOD             LA-033
 BJ3421
 BJ3421                          STATION DESCRIPTION
 BJ3421
 BJ3421'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ3421'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ZACHARY, 2 MILES
 BJ3421'SOUTHEAST OF SLAUGHTER AND 5 MILES NORTH OF BAKER.  THE MARK IS
 BJ3421'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3421'
 BJ3421'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND
 BJ3421'STATE HIGHWAY 67, DRIVE NORTHEAST ALONG STATE HIGHWAY 67 FOR
 BJ3421'3.1 MILES.  THE MARK IS SET ON THE LEFT AND WEST OF THE HIGHWAY
 BJ3421'NEAR A POWER POLE AND A CONCRETE CULVERT.
 BJ3421'
 BJ3421'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3421'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ3421'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ3421'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ3421'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ3421'ARE STAMPED 17R001 1975.  THE MARK IS 58 FEET WEST OF THE
 BJ3421'CENTER OF STATE HIGHWAY 67, 40 FEET SOUTHWEST OF THE SOUTH END
 BJ3421'OF A CONCRETE CULVERT, 4 FEET EAST OF A POWER POLE, 3.5 FEET
 BJ3421'NORTHEAST OF A FENCE CORNER AND 2 FEET SOUTH OF A METAL
 BJ3421'WITNESS POST AND SIGN.
 BJ3421'
 BJ3421'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ3421
 BJ3421                          STATION RECOVERY (1984)
 BJ3421
 BJ3421'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3421'5.6 KM (3.5 MI) SE FROM SLAUGHTER.
 BJ3421'ABOUT 5 KM (3.1 MILES) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3421'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE LEFT NEAR
 BJ3421'A POWER POLE, 17.7 METERS (58 FEET) WEST OF THE CENTER OF HIGHWAY 67,
 BJ3421'12.2 METERS (40 FEET) SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT
 BJ3421'1.2 METERS (4 FEET) EAST OF A POWER POLE, 1.1 METERS (3.5 FEET)
 BJ3421'NORTHEAST OF A FENCE CORNER.
 BJ3421'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3421'THE MARK IS 8.05 M ABOVE HIGHWAY 67.
 BJ3421
 BJ3421                          STATION RECOVERY (1987)
 BJ3421
 BJ3421'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3423 ***********************************************************************
 BJ3423  DESIGNATION -  17 R 002
 BJ3423  PID         -  BJ3423
 BJ3423  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3423  USGS QUAD   -  FRED (1980)
 BJ3423
 BJ3423                         *CURRENT SURVEY CONTROL
 BJ3423  ___________________________________________________________________
 BJ3423* NAD 83(1992)-  30 40 30.96665(N)    091 05 50.09207(W)     ADJUSTED  
 BJ3423* NAVD 88     -        29.698  (meters)      97.43   (feet)  ADJUSTED  
 BJ3423  ___________________________________________________________________
 BJ3423  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ3423  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3423  DYNAMIC HT  -          29.660 (meters)      97.31  (feet)  COMP
 BJ3423  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3423
 BJ3423  HORZ ORDER  -  SECOND
 BJ3423  VERT ORDER  -  SECOND    CLASS I
 BJ3423
 BJ3423.The horizontal coordinates were established by classical geodetic methods
 BJ3423.and adjusted by the National Geodetic Survey in January 1993..
 BJ3423
 BJ3423.The orthometric height was determined by differential leveling
 BJ3423.and adjusted by the National Geodetic Survey in February 1994..
 BJ3423
 BJ3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3423
 BJ3423.The geoid height was determined by GEOID03.
 BJ3423
 BJ3423.The dynamic height is computed by dividing the NAVD 88
 BJ3423.geopotential number by the normal gravity value computed on the
 BJ3423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3423.degrees latitude (g = 980.6199 gals.).
 BJ3423
 BJ3423.The modeled gravity was interpolated from observed gravity values.
 BJ3423
 BJ3423;                    North         East     Units Scale Factor Converg.
 BJ3423;SPC LA S     -   241,144.904 1,022,623.085   MT  0.99999483   +0 07 05.0
 BJ3423;SPC LA S     -   791,156.24  3,355,055.90   sFT  0.99999483   +0 07 05.0
 BJ3423;UTM  15      - 3,395,158.898   682,277.067   MT  1.00000988   +0 58 15.6
 BJ3423
 BJ3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3423!SPC LA S     -   0.99999962  x   0.99999483  =   0.99999445
 BJ3423!UTM  15      -   0.99999962  x   1.00000988  =   1.00000950
 BJ3423
 BJ3423:                Primary Azimuth Mark                     Grid Az
 BJ3423:SPC LA S     -  17 R 003                                 193 46 38.0
 BJ3423:UTM  15      -  17 R 003                                 192 55 27.4
 BJ3423
 BJ3423|---------------------------------------------------------------------|
 BJ3423| PID    Reference Object                     Distance      Geod. Az  |
 BJ3423|                                                           dddmmss.s |
 BJ3423| BJ3424 17 R 003                            APPROX. 1.6 KM 1935343.0 |
 BJ3423|---------------------------------------------------------------------|
 BJ3423
 BJ3423                          SUPERSEDED SURVEY CONTROL
 BJ3423
 BJ3423  NAD 83(1986)-  30 40 30.98439(N)    091 05 50.08882(W) AD(       ) 2
 BJ3423  NAD 27      -  30 40 30.31934(N)    091 05 49.70691(W) AD(       ) 2
 BJ3423  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 BJ3423
 BJ3423.Superseded values are not recommended for survey control.
 BJ3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3423.See file dsdata.txt to determine how the superseded data were derived.
 BJ3423
 BJ3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8227795159(NAD 83)
 BJ3423_MARKER: DE = TRAVERSE STATION DISK
 BJ3423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3423_SP_SET: CONCRETE POST
 BJ3423_STAMPING: 17 R 002 1975
 BJ3423_MARK LOGO: LADH  
 BJ3423_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3423+STABILITY: SURFACE MOTION
 BJ3423
 BJ3423  HISTORY     - Date     Condition        Report By
 BJ3423  HISTORY     - 1975     MONUMENTED       LADTD
 BJ3423  HISTORY     - 1984     GOOD             LADTD
 BJ3423  HISTORY     - 1987     GOOD             LA-033
 BJ3423
 BJ3423                          STATION DESCRIPTION
 BJ3423
 BJ3423'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ3423'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ZACHARY, 3 MILES
 BJ3423'SOUTHEAST OF SLAUGHTER AND 4 MILES NORTH OF BAKER.  THE MARK IS
 BJ3423'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3423'
 BJ3423'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND
 BJ3423'STATE HIGHWAY 67, DRIVE NORTH ALONG STATE HIGHWAY 67 FOR 2.1 MILES
 BJ3423'TO THE MARK SET ON THE LEFT AND WEST OF THE HIGHWAY NEAR A POWER
 BJ3423'POLE AND FENCE.
 BJ3423'
 BJ3423'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3423'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ3423'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ3423'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ3423'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ3423'ARE STAMPED 17R002 1975.  THE MARK IS 57 FEET WEST OF THE CENTER
 BJ3423'OF STATE HIGHWAY 67, 43 FEET NORTH OF A POWER POLE, 11 FEET
 BJ3423'SOUTH-SOUTHEAST OF A FENCE BRACE, 3.5 FEET EAST OF A FENCE AND
 BJ3423'2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ3423'
 BJ3423'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ3423
 BJ3423                          STATION RECOVERY (1984)
 BJ3423
 BJ3423'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3423'6.4 KM (4 MI) NE FROM ZACHARY.
 BJ3423'ABOUT 3.4 KM (2.1 MILES) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3423'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE LEFT NEAR
 BJ3423'A POWER POLE AND FENCE, 17.4 METERS (57 FEET) WEST OF THE CENTER OF
 BJ3423'HIGHWAY 67, 13.1 METERS (43 FEET) NORTH OF A POWER POLE, 3.4 METERS
 BJ3423'(11 FEET) SOUTH-SOUTHEAST OF A FENCE BRACE, 1.1 METERS (3.5 FEET) EAST
 BJ3423'OF A FENCE.
 BJ3423'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3423'THE MARK IS 0.91 M BELOW HIGHWAY 67.
 BJ3423
 BJ3423                          STATION RECOVERY (1987)
 BJ3423
 BJ3423'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3424 ***********************************************************************
 BJ3424  DESIGNATION -  17 R 003
 BJ3424  PID         -  BJ3424
 BJ3424  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3424  USGS QUAD   -  FRED (1980)
 BJ3424
 BJ3424                         *CURRENT SURVEY CONTROL
 BJ3424  ___________________________________________________________________
 BJ3424* NAD 83(1992)-  30 39 39.98671(N)    091 06 04.68078(W)     ADJUSTED  
 BJ3424* NAVD 88     -        29.548  (meters)      96.94   (feet)  ADJUSTED  
 BJ3424  ___________________________________________________________________
 BJ3424  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ3424  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3424  DYNAMIC HT  -          29.510 (meters)      96.82  (feet)  COMP
 BJ3424  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3424
 BJ3424  HORZ ORDER  -  SECOND
 BJ3424  VERT ORDER  -  SECOND    CLASS I
 BJ3424
 BJ3424.The horizontal coordinates were established by classical geodetic methods
 BJ3424.and adjusted by the National Geodetic Survey in January 1993..
 BJ3424
 BJ3424.The orthometric height was determined by differential leveling
 BJ3424.and adjusted by the National Geodetic Survey in February 1994..
 BJ3424
 BJ3424.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3424
 BJ3424.The geoid height was determined by GEOID03.
 BJ3424
 BJ3424.The dynamic height is computed by dividing the NAVD 88
 BJ3424.geopotential number by the normal gravity value computed on the
 BJ3424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3424.degrees latitude (g = 980.6199 gals.).
 BJ3424
 BJ3424.The modeled gravity was interpolated from observed gravity values.
 BJ3424
 BJ3424;                    North         East     Units Scale Factor Converg.
 BJ3424;SPC LA S     -   239,574.172 1,022,237.938   MT  0.99999196   +0 06 57.7
 BJ3424;SPC LA S     -   786,002.93  3,353,792.30   sFT  0.99999196   +0 06 57.7
 BJ3424;UTM  15      - 3,393,582.583   681,915.334   MT  1.00000825   +0 58 06.7
 BJ3424
 BJ3424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3424!SPC LA S     -   0.99999964  x   0.99999196  =   0.99999160
 BJ3424!UTM  15      -   0.99999964  x   1.00000825  =   1.00000789
 BJ3424
 BJ3424:                Primary Azimuth Mark                     Grid Az
 BJ3424:SPC LA S     -  17 R 004                                 196 57 17.7
 BJ3424:UTM  15      -  17 R 004                                 196 06 08.7
 BJ3424
 BJ3424|---------------------------------------------------------------------|
 BJ3424| PID    Reference Object                     Distance      Geod. Az  |
 BJ3424|                                                           dddmmss.s |
 BJ3424| BJ3425 17 R 004                            APPROX. 0.9 KM 1970415.4 |
 BJ3424|---------------------------------------------------------------------|
 BJ3424
 BJ3424                          SUPERSEDED SURVEY CONTROL
 BJ3424
 BJ3424  NAD 83(1986)-  30 39 40.00450(N)    091 06 04.67761(W) AD(       ) 2
 BJ3424  NAD 27      -  30 39 39.33801(N)    091 06 04.29541(W) AD(       ) 2
 BJ3424  NGVD 29 (07/19/86)   29.4    (m)           96.     (f) VERT ANG       
 BJ3424
 BJ3424.Superseded values are not recommended for survey control.
 BJ3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3424.See file dsdata.txt to determine how the superseded data were derived.
 BJ3424
 BJ3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8191593583(NAD 83)
 BJ3424_MARKER: DE = TRAVERSE STATION DISK
 BJ3424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3424_SP_SET: CONCRETE POST
 BJ3424_STAMPING: 17 R 003 1975
 BJ3424_MARK LOGO: LADH  
 BJ3424_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3424+STABILITY: SURFACE MOTION
 BJ3424
 BJ3424  HISTORY     - Date     Condition        Report By
 BJ3424  HISTORY     - 1975     MONUMENTED       LADTD
 BJ3424  HISTORY     - 1984     GOOD             LADTD
 BJ3424  HISTORY     - 1987     GOOD             LA-033
 BJ3424
 BJ3424                          STATION DESCRIPTION
 BJ3424
 BJ3424'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ3424'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF ZACHARY, 3.5
 BJ3424'MILES SOUTHEAST OF SLAUGHTER AND 3 MILES NORTH OF BAKER.  THE
 BJ3424'MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ3424'HIGHWAYS.
 BJ3424'
 BJ3424'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND
 BJ3424'STATE HIGHWAY 67, DRIVE NORTH-NORTHEAST ALONG STATE HIGHWAY 67
 BJ3424'FOR 1 MILE TO THE MARK SET ON THE RIGHT AND EAST OF THE HIGHWAY
 BJ3424'NEAR A POWER POLE AND A WATER METER.
 BJ3424'
 BJ3424'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3424'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ3424'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ3424'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ3424'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ3424'ARE STAMPED 17R003 1975.  THE MARK IS 56 FEET EAST OF THE CENTER
 BJ3424'OF STATE HIGHWAY 67, 19 FEET SOUTH-SOUTHWEST OF A WATER METER,
 BJ3424'5 FEET WEST OF A FENCE, 4.5 FEET NORTHWEST OF A POWER POLE AND
 BJ3424'2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ3424'
 BJ3424'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ3424
 BJ3424                          STATION RECOVERY (1984)
 BJ3424
 BJ3424'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3424'4.8 KM (3 MI) NE FROM ZACHARY.
 BJ3424'ABOUT 1.6 KM (1 MILE) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION WITH
 BJ3424'STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE RIGHT AND EAST
 BJ3424'OF THE HIGHWAY NEAR A POWER POLE AND A WATER METER, 17.1 METERS (56
 BJ3424'FEET) EAST OF THE CENTER OF HIGHWAY 67, 5.8 METERS (19 FEET)
 BJ3424'SOUTH-SOUTHWEST OF A WATER METER, 1.5 METERS (5 FEET) WEST OF A FENCE,
 BJ3424'1.4 METERS (4.5 FEET) NORTHWEST OF A POWER POLE.
 BJ3424'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3424'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
 BJ3424
 BJ3424                          STATION RECOVERY (1987)
 BJ3424
 BJ3424'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3425 ***********************************************************************
 BJ3425  DESIGNATION -  17 R 004
 BJ3425  PID         -  BJ3425
 BJ3425  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3425  USGS QUAD   -  FRED (1980)
 BJ3425
 BJ3425                         *CURRENT SURVEY CONTROL
 BJ3425  ___________________________________________________________________
 BJ3425* NAD 83(1992)-  30 39 10.52063(N)    091 06 15.14684(W)     ADJUSTED  
 BJ3425* NAVD 88     -        28.194  (meters)      92.50   (feet)  ADJUSTED  
 BJ3425  ___________________________________________________________________
 BJ3425  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ3425  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3425  DYNAMIC HT  -          28.157 (meters)      92.38  (feet)  COMP
 BJ3425  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ3425
 BJ3425  HORZ ORDER  -  SECOND
 BJ3425  VERT ORDER  -  SECOND    CLASS I
 BJ3425
 BJ3425.The horizontal coordinates were established by classical geodetic methods
 BJ3425.and adjusted by the National Geodetic Survey in January 1993..
 BJ3425
 BJ3425.The orthometric height was determined by differential leveling
 BJ3425.and adjusted by the National Geodetic Survey in February 1994..
 BJ3425
 BJ3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3425
 BJ3425.The geoid height was determined by GEOID03.
 BJ3425
 BJ3425.The dynamic height is computed by dividing the NAVD 88
 BJ3425.geopotential number by the normal gravity value computed on the
 BJ3425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3425.degrees latitude (g = 980.6199 gals.).
 BJ3425
 BJ3425.The modeled gravity was interpolated from observed gravity values.
 BJ3425
 BJ3425;                    North         East     Units Scale Factor Converg.
 BJ3425;SPC LA S     -   238,666.200 1,021,961.124   MT  0.99999033   +0 06 52.4
 BJ3425;SPC LA S     -   783,024.02  3,352,884.12   sFT  0.99999033   +0 06 52.4
 BJ3425;UTM  15      - 3,392,670.579   681,652.054   MT  1.00000707   +0 58 00.5
 BJ3425
 BJ3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3425!SPC LA S     -   0.99999986  x   0.99999033  =   0.99999019
 BJ3425!UTM  15      -   0.99999986  x   1.00000707  =   1.00000693
 BJ3425
 BJ3425:                Primary Azimuth Mark                     Grid Az
 BJ3425:SPC LA S     -  17 R 005                                 193 34 28.9
 BJ3425:UTM  15      -  17 R 005                                 192 43 20.8
 BJ3425
 BJ3425|---------------------------------------------------------------------|
 BJ3425| PID    Reference Object                     Distance      Geod. Az  |
 BJ3425|                                                           dddmmss.s |
 BJ3425| BJ3403 17 R 005                            APPROX. 1.2 KM 1934121.3 |
 BJ3425|---------------------------------------------------------------------|
 BJ3425
 BJ3425                          SUPERSEDED SURVEY CONTROL
 BJ3425
 BJ3425  NAD 83(1986)-  30 39 10.53847(N)    091 06 15.14370(W) AD(       ) 2
 BJ3425  NAD 27      -  30 39 09.87116(N)    091 06 14.76137(W) AD(       ) 2
 BJ3425  NGVD 29 (07/19/86)   28.3    (m)           93.     (f) VERT ANG       
 BJ3425
 BJ3425.Superseded values are not recommended for survey control.
 BJ3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3425.See file dsdata.txt to determine how the superseded data were derived.
 BJ3425
 BJ3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8165292671(NAD 83)
 BJ3425_MARKER: DE = TRAVERSE STATION DISK
 BJ3425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3425_SP_SET: CONCRETE POST
 BJ3425_STAMPING: 17 R 004 1975
 BJ3425_MARK LOGO: LADH  
 BJ3425_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3425+STABILITY: SURFACE MOTION
 BJ3425
 BJ3425  HISTORY     - Date     Condition        Report By
 BJ3425  HISTORY     - 1975     MONUMENTED       LADTD
 BJ3425  HISTORY     - 1984     GOOD             LADTD
 BJ3425  HISTORY     - 1987     GOOD             LA-033
 BJ3425
 BJ3425                          STATION DESCRIPTION
 BJ3425
 BJ3425'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ3425'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF ZACHARY, 2.5 MILES
 BJ3425'NORTH OF BAKER AND 3.5 MILES SOUTHEAST OF SLAUGHTER.  THE MARK IS
 BJ3425'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3425'
 BJ3425'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND
 BJ3425'STATE HIGHWAY 67, DRIVE NORTHEAST ALONG STATE HIGHWAY 67 FOR 0.5
 BJ3425'MILES TO THE MARK SET ON THE LEFT AND WEST OF THE HIGHWAY NEAR A
 BJ3425'POWER POLE AND A CULVERT.
 BJ3425'
 BJ3425'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3425'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ3425'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ3425'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ3425'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ3425'ARE STAMPED 17R004 1975.  THE MARK IS 56 FEET WEST OF THE CENTER
 BJ3425'OF STATE HIGHWAY 67, 34 FEET SOUTHWEST OF THE CENTER OF THE
 BJ3425'WEST END OF A BOX CULVERT UNDER THE HIGHWAY, 6.5 FEET EAST OF
 BJ3425'A FENCE, 3 FEET EAST OF A FENCE AND 2 FEET NORTH OF A METAL
 BJ3425'WITNESS POST AND SIGN.
 BJ3425'
 BJ3425'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ3425
 BJ3425                          STATION RECOVERY (1984)
 BJ3425
 BJ3425'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3425'4 KM (2.5 MI) EAST FROM ZACHARY.
 BJ3425'ABOUT 0.8 KM (0.5 MILE) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3425'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE LEFT AND
 BJ3425'WEST OF THE HIGHWAY NEAR A POWER POLE AND A CULVERT, 17.1 METERS (56
 BJ3425'FEET) WEST OF THE CENTER OF HIGHWAY 67, 10.4 METERS (34 FEET)
 BJ3425'SOUTHWEST OF THE CENTER OF THE WEST END OF A BOX CULVERT UNDER THE
 BJ3425'HIGHWAY, 2 METERS (6.5 FEET) SOUTH OF A FENCE, 0.9 METER (3 FEET) EAST
 BJ3425'OF A FENCE.
 BJ3425'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3425'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
 BJ3425
 BJ3425                          STATION RECOVERY (1987)
 BJ3425
 BJ3425'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3403 ***********************************************************************
 BJ3403  DESIGNATION -  17 R 005
 BJ3403  PID         -  BJ3403
 BJ3403  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3403  USGS QUAD   -  FRED (1980)
 BJ3403
 BJ3403                         *CURRENT SURVEY CONTROL
 BJ3403  ___________________________________________________________________
 BJ3403* NAD 83(1992)-  30 38 34.05405(N)    091 06 25.41953(W)     ADJUSTED  
 BJ3403* NAVD 88     -        27.216  (meters)      89.29   (feet)  ADJUSTED  
 BJ3403  ___________________________________________________________________
 BJ3403  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ3403  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3403  DYNAMIC HT  -          27.181 (meters)      89.18  (feet)  COMP
 BJ3403  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ3403
 BJ3403  HORZ ORDER  -  SECOND
 BJ3403  VERT ORDER  -  SECOND    CLASS I
 BJ3403
 BJ3403.The horizontal coordinates were established by classical geodetic methods
 BJ3403.and adjusted by the National Geodetic Survey in January 1993..
 BJ3403
 BJ3403.The orthometric height was determined by differential leveling
 BJ3403.and adjusted by the National Geodetic Survey in February 1994..
 BJ3403
 BJ3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3403
 BJ3403.The geoid height was determined by GEOID03.
 BJ3403
 BJ3403.The dynamic height is computed by dividing the NAVD 88
 BJ3403.geopotential number by the normal gravity value computed on the
 BJ3403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3403.degrees latitude (g = 980.6199 gals.).
 BJ3403
 BJ3403.The modeled gravity was interpolated from observed gravity values.
 BJ3403
 BJ3403;                    North         East     Units Scale Factor Converg.
 BJ3403;SPC LA S     -   237,542.668 1,021,689.839   MT  0.99998833   +0 06 47.3
 BJ3403;SPC LA S     -   779,337.90  3,351,994.08   sFT  0.99998833   +0 06 47.3
 BJ3403;UTM  15      - 3,391,543.117   681,397.502   MT  1.00000593   +0 57 54.2
 BJ3403
 BJ3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3403!SPC LA S     -   1.00000001  x   0.99998833  =   0.99998834
 BJ3403!UTM  15      -   1.00000001  x   1.00000593  =   1.00000594
 BJ3403
 BJ3403:                Primary Azimuth Mark                     Grid Az
 BJ3403:SPC LA S     -  17 R 006                                 196 53 27.2
 BJ3403:UTM  15      -  17 R 006                                 196 02 20.3
 BJ3403
 BJ3403|---------------------------------------------------------------------|
 BJ3403| PID    Reference Object                     Distance      Geod. Az  |
 BJ3403|                                                           dddmmss.s |
 BJ3403| BJ3404 17 R 006                            APPROX. 0.8 KM 1970014.5 |
 BJ3403|---------------------------------------------------------------------|
 BJ3403
 BJ3403                          SUPERSEDED SURVEY CONTROL
 BJ3403
 BJ3403  NAD 83(1986)-  30 38 34.07191(N)    091 06 25.41642(W) AD(       ) 2
 BJ3403  NAD 27      -  30 38 33.40361(N)    091 06 25.03412(W) AD(       ) 2
 BJ3403  NGVD 29 (07/19/86)   27.3    (m)           90.     (f) VERT ANG       
 BJ3403
 BJ3403.Superseded values are not recommended for survey control.
 BJ3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3403.See file dsdata.txt to determine how the superseded data were derived.
 BJ3403
 BJ3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8139891543(NAD 83)
 BJ3403_MARKER: DE = TRAVERSE STATION DISK
 BJ3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3403_SP_SET: CONCRETE POST
 BJ3403_STAMPING: 17 R 005 1975
 BJ3403_MARK LOGO: LADH  
 BJ3403_PROJECTION: FLUSH
 BJ3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3403+STABILITY: SURFACE MOTION
 BJ3403
 BJ3403  HISTORY     - Date     Condition        Report By
 BJ3403  HISTORY     - 1975     MONUMENTED       LADTD
 BJ3403  HISTORY     - 1983     GOOD             LADTD
 BJ3403  HISTORY     - 1987     GOOD             LA-033
 BJ3403
 BJ3403                          STATION DESCRIPTION
 BJ3403
 BJ3403'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ3403'THE STATION IS LOCATED 2 MILES EAST OF ZACHARY, 2 MILES NORTH OF
 BJ3403'BAKER AND 4 MILES SOUTHEAST OF SLAUGHTER.  THE MARK IS SET ON
 BJ3403'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3403'
 BJ3403'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND
 BJ3403'STATE HIGHWAY 67, DRIVE SOUTHWEST ALONG STATE HIGHWAY 67 FOR 0.3
 BJ3403'MILES TO MARK SET ON THE LEFT AND EAST OF THE HIGHWAY NEAR A
 BJ3403'TELEPHONE POLE AND A CULVERT.
 BJ3403'
 BJ3403'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3403'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ3403'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ3403'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ3403'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ3403'ARE STAMPED 17R005 1975.  THE MARK IS 46 FEET SOUTH-SOUTHWEST OF
 BJ3403'A TELEPHONE POLE, 36.5 FEET EAST OF THE CENTER OF STATE HIGHWAY
 BJ3403'67, 34 FEET NORTH OF THE CENTER OF A FIELD ROAD, 23 FEET
 BJ3403'NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT AND 2 FEET SOUTH
 BJ3403'OF A METAL WITNESS POST AND SIGN.
 BJ3403'
 BJ3403'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ3403
 BJ3403                          STATION RECOVERY (1983)
 BJ3403
 BJ3403'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3403'3.2 KM (2 MI) EAST FROM ZACHARY.
 BJ3403'ABOUT 0.5 KM (0.3 MILE) SOUTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3403'WITH STATE HIGHWAY 64 TO THE BENCH MARK ON THE LEFT AND NORTH OF A
 BJ3403'FIELD ROAD, 14 METERS (46 FEET) SOUTH-SOUTHWEST OF A TELEPHONE POLE,
 BJ3403'11.1 METERS (36.5 FEET) EAST OF THE CENTER OF THE HIGHWAY, 10.4 METERS
 BJ3403'(34 FEET) NORTH OF THE CENTER OF A FIELD ROAD, 7 METERS (23 FEET)
 BJ3403'NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT UNDER FIELD ROAD.
 BJ3403'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3403'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
 BJ3403
 BJ3403                          STATION RECOVERY (1987)
 BJ3403
 BJ3403'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3404 ***********************************************************************
 BJ3404  DESIGNATION -  17 R 006
 BJ3404  PID         -  BJ3404
 BJ3404  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3404  USGS QUAD   -  FRED (1980)
 BJ3404
 BJ3404                         *CURRENT SURVEY CONTROL
 BJ3404  ___________________________________________________________________
 BJ3404* NAD 83(1992)-  30 38 10.22429(N)    091 06 33.84695(W)     ADJUSTED  
 BJ3404* NAVD 88     -        25.846  (meters)      84.80   (feet)  ADJUSTED  
 BJ3404  ___________________________________________________________________
 BJ3404  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ3404  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3404  DYNAMIC HT  -          25.812 (meters)      84.68  (feet)  COMP
 BJ3404  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ3404
 BJ3404  HORZ ORDER  -  SECOND
 BJ3404  VERT ORDER  -  SECOND    CLASS I
 BJ3404
 BJ3404.The horizontal coordinates were established by classical geodetic methods
 BJ3404.and adjusted by the National Geodetic Survey in January 1993..
 BJ3404
 BJ3404.The orthometric height was determined by differential leveling
 BJ3404.and adjusted by the National Geodetic Survey in February 1994..
 BJ3404
 BJ3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3404
 BJ3404.The geoid height was determined by GEOID03.
 BJ3404
 BJ3404.The dynamic height is computed by dividing the NAVD 88
 BJ3404.geopotential number by the normal gravity value computed on the
 BJ3404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3404.degrees latitude (g = 980.6199 gals.).
 BJ3404
 BJ3404.The modeled gravity was interpolated from observed gravity values.
 BJ3404
 BJ3404;                    North         East     Units Scale Factor Converg.
 BJ3404;SPC LA S     -   236,808.392 1,021,466.877   MT  0.99998705   +0 06 43.1
 BJ3404;SPC LA S     -   776,928.87  3,351,262.58   sFT  0.99998705   +0 06 43.1
 BJ3404;UTM  15      - 3,390,805.594   681,185.477   MT  1.00000498   +0 57 49.3
 BJ3404
 BJ3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3404!SPC LA S     -   1.00000022  x   0.99998705  =   0.99998727
 BJ3404!UTM  15      -   1.00000022  x   1.00000498  =   1.00000520
 BJ3404
 BJ3404:                Primary Azimuth Mark                     Grid Az
 BJ3404:SPC LA S     -  FLORIDA AZ MK                            192 37 40.8
 BJ3404:UTM  15      -  FLORIDA AZ MK                            191 46 34.6
 BJ3404
 BJ3404|---------------------------------------------------------------------|
 BJ3404| PID    Reference Object                     Distance      Geod. Az  |
 BJ3404|                                                           dddmmss.s |
 BJ3404| BJ4014 FLORIDA AZ MK                       APPROX. 0.5 KM 1924423.9 |
 BJ3404|---------------------------------------------------------------------|
 BJ3404
 BJ3404                          SUPERSEDED SURVEY CONTROL
 BJ3404
 BJ3404  NAD 83(1986)-  30 38 10.24218(N)    091 06 33.84387(W) AD(       ) 2
 BJ3404  NAD 27      -  30 38 09.57326(N)    091 06 33.46161(W) AD(       ) 2
 BJ3404  NGVD 29 (07/19/86)   26.0    (m)           85.     (f) VERT ANG       
 BJ3404
 BJ3404.Superseded values are not recommended for survey control.
 BJ3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3404.See file dsdata.txt to determine how the superseded data were derived.
 BJ3404
 BJ3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8118590806(NAD 83)
 BJ3404_MARKER: DE = TRAVERSE STATION DISK
 BJ3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3404_SP_SET: CONCRETE POST
 BJ3404_STAMPING: 17 R 006 1975
 BJ3404_MARK LOGO: LADH  
 BJ3404_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3404+STABILITY: SURFACE MOTION
 BJ3404
 BJ3404  HISTORY     - Date     Condition        Report By
 BJ3404  HISTORY     - 1975     MONUMENTED       LADTD
 BJ3404  HISTORY     - 1983     GOOD             LADTD
 BJ3404  HISTORY     - 1987     GOOD             LA-033
 BJ3404
 BJ3404                          STATION DESCRIPTION
 BJ3404
 BJ3404'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ3404'THE STATION IS LOCATED ABOUT 2 MILES EAST-SOUTHEAST OF ZACHARY AND
 BJ3404'5 MILES SOUTH OF SLAUGHTER.  THE MARK IS SET ON PROPERTY OWNED BY
 BJ3404'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3404'
 BJ3404'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND
 BJ3404'STATE HIGHWAY 67, DRIVE SOUTH ALONG STATE HIGHWAY 67 FOR 0.7 MILES
 BJ3404'TO THE MARK SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR A
 BJ3404'CONCRETE BLOCK BUILDING AND A GAS METER.
 BJ3404'
 BJ3404'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3404'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ3404'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ3404'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ3404'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ3404'ARE STAMPED 17R006 1975.  THE MARK IS 51 FEET SOUTHEAST OF THE
 BJ3404'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 47 FEET WEST OF
 BJ3404'THE CENTER OF STATE HIGHWAY 67, 11 FEET SOUTHWEST OF THE SOUTH
 BJ3404'END OF A CONCRETE CULVERT, 4 FEET EAST OF A GAS METER AND 2
 BJ3404'FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ3404'
 BJ3404'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ3404
 BJ3404                          STATION RECOVERY (1983)
 BJ3404
 BJ3404'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3404'3.2 KM (2 MI) EAST FROM ZACHARY.
 BJ3404'ABOUT 1.1 KM (0.7 MI) SOUTH ALONG STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3404'OF HIGHWAY 67 AND STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK ON THE
 BJ3404'RIGHT NEAR CONCRETE BLOCK BUILDING, 15.54 METERS (51 FT) SOUTHEAST OF
 BJ3404'THE SOUTHEAST CORNER OF THE BUILDING, 14.33 METERS (47 FT) WEST OF THE
 BJ3404'CENTER OF HIGHWAY 67, 3.35 METERS (11 FT) SOUTHWEST OF THE SOUTH END
 BJ3404'OF A CONCRETE CULVERT UNDER THE DRIVE TO THE BLOCK BUILDING AND 1.22
 BJ3404'METERS (4 FT) EAST OF A NATURAL GAS METER.
 BJ3404'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3404'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
 BJ3404
 BJ3404                          STATION RECOVERY (1987)
 BJ3404
 BJ3404'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0473 ***********************************************************************
 BJ0473  DESIGNATION -  17 T 001
 BJ0473  PID         -  BJ0473
 BJ0473  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0473  USGS QUAD   -  ZACHARY (1980)
 BJ0473
 BJ0473                         *CURRENT SURVEY CONTROL
 BJ0473  ___________________________________________________________________
 BJ0473* NAD 83(1992)-  30 41 24.84600(N)    091 08 51.82632(W)     ADJUSTED  
 BJ0473* NAVD 88     -        35.807  (meters)     117.48   (feet)  ADJUSTED  
 BJ0473  ___________________________________________________________________
 BJ0473  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0473  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0473  DYNAMIC HT  -          35.761 (meters)     117.33  (feet)  COMP
 BJ0473  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0473
 BJ0473  HORZ ORDER  -  SECOND
 BJ0473  VERT ORDER  -  FIRST     CLASS I
 BJ0473
 BJ0473.The horizontal coordinates were established by classical geodetic methods
 BJ0473.and adjusted by the National Geodetic Survey in January 1993..
 BJ0473
 BJ0473.The orthometric height was determined by differential leveling
 BJ0473.and adjusted by the National Geodetic Survey in February 1994..
 BJ0473
 BJ0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0473
 BJ0473.The geoid height was determined by GEOID03.
 BJ0473
 BJ0473.The dynamic height is computed by dividing the NAVD 88
 BJ0473.geopotential number by the normal gravity value computed on the
 BJ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0473.degrees latitude (g = 980.6199 gals.).
 BJ0473
 BJ0473.The modeled gravity was interpolated from observed gravity values.
 BJ0473
 BJ0473;                    North         East     Units Scale Factor Converg.
 BJ0473;SPC LA S     -   242,795.240 1,017,782.949   MT  0.99999794   +0 05 34.1
 BJ0473;SPC LA S     -   796,570.72  3,339,176.23   sFT  0.99999794   +0 05 34.1
 BJ0473;UTM  15      - 3,396,737.008   677,412.890   MT  0.99998829   +0 56 44.3
 BJ0473
 BJ0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0473!SPC LA S     -   0.99999866  x   0.99999794  =   0.99999660
 BJ0473!UTM  15      -   0.99999866  x   0.99998829  =   0.99998695
 BJ0473
 BJ0473:                Primary Azimuth Mark                     Grid Az
 BJ0473:SPC LA S     -  17 T 002                                 188 05 56.0
 BJ0473:UTM  15      -  17 T 002                                 187 14 45.8
 BJ0473
 BJ0473|---------------------------------------------------------------------|
 BJ0473| PID    Reference Object                     Distance      Geod. Az  |
 BJ0473|                                                           dddmmss.s |
 BJ0473| BJ0474 17 T 002                            APPROX. 0.7 KM 1881130.1 |
 BJ0473|---------------------------------------------------------------------|
 BJ0473
 BJ0473                          SUPERSEDED SURVEY CONTROL
 BJ0473
 BJ0473  NAD 83(1986)-  30 41 24.86403(N)    091 08 51.82297(W) AD(       ) 2
 BJ0473  NAD 27      -  30 41 24.19927(N)    091 08 51.43692(W) AD(       ) 2
 BJ0473  NGVD 29 (??/??/??)   35.816  (m)          117.51   (f) ADJUSTED    1 1
 BJ0473
 BJ0473.Superseded values are not recommended for survey control.
 BJ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0473.See file dsdata.txt to determine how the superseded data were derived.
 BJ0473
 BJ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7741396737(NAD 83)
 BJ0473_MARKER: DS = TRIANGULATION STATION DISK
 BJ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0473_SP_SET: CONCRETE POST
 BJ0473_STAMPING: 17 T 001 1975
 BJ0473_MARK LOGO: LADH  
 BJ0473_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0473+STABILITY: SURFACE MOTION
 BJ0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0473+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 BJ0473
 BJ0473  HISTORY     - Date     Condition        Report By
 BJ0473  HISTORY     - 1975     MONUMENTED       LADTD
 BJ0473  HISTORY     - 1976     GOOD             NGS
 BJ0473  HISTORY     - 1984     GOOD             LADTD
 BJ0473  HISTORY     - 1987     GOOD             LA-033
 BJ0473  HISTORY     - 20060523 GOOD             AERODA
 BJ0473
 BJ0473                          STATION DESCRIPTION
 BJ0473
 BJ0473'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ0473'THE STATION IS LOCATED ABOUT 2.7 MILES NORTH-NORTHEAST OF ZACHARY
 BJ0473'AND 1.7 MILES SOUTH-SOUTHWEST OF SLAUGHTER.  THE MARK IS SET EAST
 BJ0473'OF STATE HIGHWAY 19 ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ0473'OF HIGHWAYS.
 BJ0473'
 BJ0473'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 BJ0473'STATE HIGHWAY 64 IN ZACHARY, DRIVE NORTH-NORTHEAST ALONG STATE
 BJ0473'HIGHWAY 19 FOR 3 MILES TO THE MARK SET EAST OF THE HIGHWAY NEAR A
 BJ0473'FIRE HYDRANT AND THE INTER-FAITH CHRISTIAN ASSEMBLY CHURCH.
 BJ0473'
 BJ0473'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ0473'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ0473'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ0473'SUB-SURFACE DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 BJ0473'THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ0473'STAMPED 17T001 1975.  THE MARK IS 49 FEET EAST OF THE CENTER OF
 BJ0473'STATE HIGHWAY 19, 31 FEET NORTH OF THE CENTER OF A GRAVEL
 BJ0473'ROAD, 12.5 FEET SOUTHEAST OF A FIRE HYDRANT, 8.5 FEET
 BJ0473'NORTHWEST OF A WATER METER, 2 FEET EAST-NORTHEAST OF A POWER
 BJ0473'POLE AND 2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ0473'
 BJ0473'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ0473
 BJ0473                          STATION RECOVERY (1976)
 BJ0473
 BJ0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0473'1.9 MI SOUTH FROM SLAUGHTER.
 BJ0473'1.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BJ0473'SLAUGHTER, 0.3 MILE SOUTH OF THE JUNCTION OF YARDLEY DRIVE
 BJ0473'LEADING WEST AT THE JUNCTION OF A GRAVELLED ROAD LEADING EAST,
 BJ0473'49 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 32.5 FT NORTH OF THE
 BJ0473'CENTER LINE OF THE ROAD, 12.6 FT SOUTH-SOUTHEAST OF THE CENTER OF A
 BJ0473'FIRE HYDRANT, 2.5 FT EAST OF A T JUNCTION OF POWER LINE POLES,
 BJ0473'A C+GS-LADH DISK.
 BJ0473
 BJ0473                          STATION RECOVERY (1984)
 BJ0473
 BJ0473'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ0473'RECOVERED IN GOOD CONDITION.
 BJ0473
 BJ0473                          STATION RECOVERY (1987)
 BJ0473
 BJ0473'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0473'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM (1.9
 BJ0473'MI) SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE IN SLAUGHTER TO
 BJ0473'THE MARK ON THE LEFT, 0.5 KM (0.3 MI) SOUTH OF YARDLEY DRIVE, 9.8
 BJ0473'METERS (32 FT) NORTH OF THE CENTER OF A GRAVELED DRIVE, 15 METERS (49
 BJ0473'FT) EAST OF THE CENTERLINE OF HIGHWAY 19, 3.8 METERS (12.5 FT)
 BJ0473'SOUTH-SOUTHEAST OF A WATER HYDRANT AND 0.8 METERS (2.5 FT) EAST OF A
 BJ0473'POWER POLE.
 BJ0473'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 BJ0473'THE MARK IS 1.2 M ABOVE HIGHWAY.
 BJ0473
 BJ0473                          STATION RECOVERY (2006)
 BJ0473
 BJ0473'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0473'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM (1.9
 BJ0473' MI) SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE IN SLAUGHTER TO
 BJ0473' 
 BJ0473' THE MARK ON THE LEFT, 0.5 KM (0.3 MI) SOUTH OF YARDLEY DRIVE, 10.5
 BJ0473' METERS (34.5 FT) NORTH OF THE CENTER OF RUSH ROAD, 15 METERS (49
 BJ0473' FT) EAST OF THE CENTERLINE OF HIGHWAY 19, 3.8 METERS (12.5 FT)
 BJ0473' SOUTH-SOUTHEAST OF A WATER HYDRANT AND 0.8 METERS (2.5 FT) ENE OF A
 BJ0473'POWER POLE.  THE MARK IS 0.7 METERS (2.3 FT) S FROM A WITNESS POST.
 BJ0473' THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0474 ***********************************************************************
 BJ0474  DESIGNATION -  17 T 002
 BJ0474  PID         -  BJ0474
 BJ0474  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0474  USGS QUAD   -  ZACHARY (1980)
 BJ0474
 BJ0474                         *CURRENT SURVEY CONTROL
 BJ0474  ___________________________________________________________________
 BJ0474* NAD 83(1992)-  30 41 02.93151(N)    091 08 55.47639(W)     ADJUSTED  
 BJ0474* NAVD 88     -        35.245  (meters)     115.63   (feet)  ADJUSTED  
 BJ0474  ___________________________________________________________________
 BJ0474  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0474  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0474  DYNAMIC HT  -          35.200 (meters)     115.49  (feet)  COMP
 BJ0474  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0474
 BJ0474  HORZ ORDER  -  SECOND
 BJ0474  VERT ORDER  -  FIRST     CLASS I
 BJ0474
 BJ0474.The horizontal coordinates were established by classical geodetic methods
 BJ0474.and adjusted by the National Geodetic Survey in January 1993..
 BJ0474
 BJ0474.The orthometric height was determined by differential leveling
 BJ0474.and adjusted by the National Geodetic Survey in February 1994..
 BJ0474
 BJ0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0474
 BJ0474.The geoid height was determined by GEOID03.
 BJ0474
 BJ0474.The dynamic height is computed by dividing the NAVD 88
 BJ0474.geopotential number by the normal gravity value computed on the
 BJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0474.degrees latitude (g = 980.6199 gals.).
 BJ0474
 BJ0474.The modeled gravity was interpolated from observed gravity values.
 BJ0474
 BJ0474;                    North         East     Units Scale Factor Converg.
 BJ0474;SPC LA S     -   242,120.216 1,017,686.893   MT  0.99999667   +0 05 32.3
 BJ0474;SPC LA S     -   794,356.08  3,338,861.08   sFT  0.99999667   +0 05 32.3
 BJ0474;UTM  15      - 3,396,060.636   677,326.891   MT  0.99998791   +0 56 41.8
 BJ0474
 BJ0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0474!SPC LA S     -   0.99999875  x   0.99999667  =   0.99999542
 BJ0474!UTM  15      -   0.99999875  x   0.99998791  =   0.99998666
 BJ0474
 BJ0474:                Primary Azimuth Mark                     Grid Az
 BJ0474:SPC LA S     -  17 T 003                                 191 56 59.6
 BJ0474:UTM  15      -  17 T 003                                 191 05 50.1
 BJ0474
 BJ0474|---------------------------------------------------------------------|
 BJ0474| PID    Reference Object                     Distance      Geod. Az  |
 BJ0474|                                                           dddmmss.s |
 BJ0474| BJ0477 17 T 003                            APPROX. 1.3 KM 1920231.9 |
 BJ0474| BJ0475 639                                  27.483 METERS 26100     |
 BJ0474|---------------------------------------------------------------------|
 BJ0474
 BJ0474                          SUPERSEDED SURVEY CONTROL
 BJ0474
 BJ0474  NAD 83(1986)-  30 41 02.94949(N)    091 08 55.47304(W) AD(       ) 2
 BJ0474  NAD 27      -  30 41 02.28441(N)    091 08 55.08694(W) AD(       ) 2
 BJ0474  NGVD 29 (??/??/??)   35.243  (m)          115.63   (f) ADJUSTED    1 1
 BJ0474
 BJ0474.Superseded values are not recommended for survey control.
 BJ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0474.See file dsdata.txt to determine how the superseded data were derived.
 BJ0474
 BJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7732796061(NAD 83)
 BJ0474_MARKER: DS = TRIANGULATION STATION DISK
 BJ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0474_SP_SET: CONCRETE POST
 BJ0474_STAMPING: 17 T 002 1975
 BJ0474_MARK LOGO: LADH  
 BJ0474_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0474+STABILITY: SURFACE MOTION
 BJ0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0474+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 BJ0474
 BJ0474  HISTORY     - Date     Condition        Report By
 BJ0474  HISTORY     - 1975     MONUMENTED       LADTD
 BJ0474  HISTORY     - 1976     GOOD             NGS
 BJ0474  HISTORY     - 1984     GOOD             LADTD
 BJ0474  HISTORY     - 1987     GOOD             LA-033
 BJ0474  HISTORY     - 20060606 GOOD             AERODA
 BJ0474
 BJ0474                          STATION DESCRIPTION
 BJ0474
 BJ0474'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ0474'THE STATION IS LOCATED ABOUT 2.3 MILES NORTH-NORTHEAST OF ZACHARY
 BJ0474'AND 2.1 MILES SOUTH-SOUTHWEST OF SLAUGHTER.  THE MARK IS SET EAST
 BJ0474'OF STATE HIGHWAY 19 JUST NORTH OF THE PORT HUDSON AND PRIDE
 BJ0474'ROAD.  THE MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA
 BJ0474'DEPARTMENT OF HIGHWAYS.
 BJ0474'
 BJ0474'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 BJ0474'STATE HIGHWAY 64 IN ZACHARY, DRIVE NORTH-NORTHEAST ALONG STATE
 BJ0474'HIGHWAY 19 FOR 2.6 MILES TO THE MARK SET EAST OF THE HIGHWAY NEAR
 BJ0474'TWO LARGE LIVE OAK TREES.
 BJ0474'
 BJ0474'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ0474'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ0474'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ0474'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ0474'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ0474'ARE STAMPED 17T002 1975.  THE MARK IS 100 FEET NORTH OF THE
 BJ0474'CENTER OF THE PORT HUDSON AND PRIDE ROAD, 37.5 FEET EAST OF THE
 BJ0474'CENTER OF STATE HIGHWAY 19, 25 FEET SOUTH-SOUTHEAST OF A 30 INCH
 BJ0474'LIVE OAK TREE, 14.5 FEET NORTH-NORTHEAST OF A 20 INCH LIVE OAK
 BJ0474'TREE, 13 FEET WEST OF A CHAINLINK FENCE AND 1.5 FEET WEST OF
 BJ0474'A METAL WITNESS POST AND SIGN.
 BJ0474'
 BJ0474'BM 639 IS A EAST BATON ROUGE PARISH SURVEY DISK SET IN TOP OF A
 BJ0474'6-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ0474'DISK IS STAMPED 639 19 .  THE MARK IS 49 FEET WEST-NORTHWEST OF
 BJ0474'THE CENTER OF STATE HIGHWAY 19, 54.5 FEET NORTH-NORTHEAST OF THE
 BJ0474'CENTER OF THE PORT HUDSON PRIDE ROAD, 30 FEET NORTH-NORTHEAST OF
 BJ0474'A POWER POLE, 1.5 FEET EAST-SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY
 BJ0474'MARKER AND 1 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BJ0474'
 BJ0474'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ0474
 BJ0474                          STATION RECOVERY (1976)
 BJ0474
 BJ0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0474'2.35 MI SOUTH FROM SLAUGHTER.
 BJ0474'2.35 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BJ0474'SLAUGHTER, 2.55 MILES NORTH OF ZACHARY, AT THE NORTHEAST CORNER
 BJ0474'OF THE JUNCTION OF PORT HUDSON PRIDE ROAD, 101 FT. NORTH OF THE
 BJ0474'CENTER LINE OF THE ROAD, 38.5 FT EAST OF THE CENTER LINE OF THE
 BJ0474'HIGHWAY, 23.5 FT SOUTH OF THE SOUTH SIDE OF A LARGE TREE, 13.4 FT
 BJ0474'WEST OF A CYCLONE FENCE, A C+GS-LADH DISK.
 BJ0474
 BJ0474                          STATION RECOVERY (1984)
 BJ0474
 BJ0474'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ0474'RECOVERED IN GOOD CONDITION.
 BJ0474
 BJ0474                          STATION RECOVERY (1987)
 BJ0474
 BJ0474'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0474'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.35
 BJ0474'MI) SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE IN SLAUGHTER TO
 BJ0474'THE INTERSECTION OF PORT HUDSON PRIDE ROAD AND THE MARK ON THE LEFT
 BJ0474'IN THE NORTHEAST QUADRANT OF THE INTERSECTION, 11.6 METERS (38 FT)
 BJ0474'WEST OF THE CENTERLINE OF HIGHWAY 19, 31 METERS (102 FT) NORTH OF THE
 BJ0474'CENTER OF PORT HUDSON PRIDE ROAD, 7.6 METERS (25 FT) SOUTH-SOUTHWEST
 BJ0474'OF A 40-INCH LIVE OAK TREE, 4 METERS (13 FT) WEST OF A CHAIN LINK
 BJ0474'FENCE AND 0.3 METERS (1 FT) NORTH-NORTHEAST OF A 30-INCH OAK TREE.
 BJ0474'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ0474'THE MARK IS 0.61 M ABOVE HIGHWAY.
 BJ0474
 BJ0474                          STATION RECOVERY (2006)
 BJ0474
 BJ0474'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0477 ***********************************************************************
 BJ0477  DESIGNATION -  17 T 003
 BJ0477  PID         -  BJ0477
 BJ0477  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0477  USGS QUAD   -  ZACHARY (1980)
 BJ0477
 BJ0477                         *CURRENT SURVEY CONTROL
 BJ0477  ___________________________________________________________________
 BJ0477* NAD 83(1992)-  30 40 22.70580(N)    091 09 05.40395(W)     ADJUSTED  
 BJ0477* NAVD 88     -        30.461  (meters)      99.94   (feet)  ADJUSTED  
 BJ0477  ___________________________________________________________________
 BJ0477  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0477  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0477  DYNAMIC HT  -          30.422 (meters)      99.81  (feet)  COMP
 BJ0477  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0477
 BJ0477  HORZ ORDER  -  SECOND
 BJ0477  VERT ORDER  -  FIRST     CLASS I
 BJ0477
 BJ0477.The horizontal coordinates were established by classical geodetic methods
 BJ0477.and adjusted by the National Geodetic Survey in January 1993..
 BJ0477
 BJ0477.The orthometric height was determined by differential leveling
 BJ0477.and adjusted by the National Geodetic Survey in February 1994..
 BJ0477
 BJ0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0477
 BJ0477.The geoid height was determined by GEOID03.
 BJ0477
 BJ0477.The dynamic height is computed by dividing the NAVD 88
 BJ0477.geopotential number by the normal gravity value computed on the
 BJ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0477.degrees latitude (g = 980.6199 gals.).
 BJ0477
 BJ0477.The modeled gravity was interpolated from observed gravity values.
 BJ0477
 BJ0477;                    North         East     Units Scale Factor Converg.
 BJ0477;SPC LA S     -   240,881.028 1,017,424.628   MT  0.99999436   +0 05 27.3
 BJ0477;SPC LA S     -   790,290.51  3,338,000.63   sFT  0.99999436   +0 05 27.3
 BJ0477;UTM  15      - 3,394,817.693   677,083.093   MT  0.99998685   +0 56 35.6
 BJ0477
 BJ0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0477!SPC LA S     -   0.99999950  x   0.99999436  =   0.99999386
 BJ0477!UTM  15      -   0.99999950  x   0.99998685  =   0.99998635
 BJ0477
 BJ0477:                Primary Azimuth Mark                     Grid Az
 BJ0477:SPC LA S     -  17 T 004                                 180 05 14.5
 BJ0477:UTM  15      -  17 T 004                                 179 14 06.2
 BJ0477
 BJ0477|---------------------------------------------------------------------|
 BJ0477| PID    Reference Object                     Distance      Geod. Az  |
 BJ0477|                                                           dddmmss.s |
 BJ0477| BJ0478 17 T 004                            APPROX. 0.7 KM 1801041.8 |
 BJ0477|---------------------------------------------------------------------|
 BJ0477
 BJ0477                          SUPERSEDED SURVEY CONTROL
 BJ0477
 BJ0477  NAD 83(1986)-  30 40 22.72394(N)    091 09 05.40053(W) AD(       ) 2
 BJ0477  NAD 27      -  30 40 22.05806(N)    091 09 05.01444(W) AD(       ) 2
 BJ0477  NGVD 29 (??/??/??)   30.459  (m)           99.93   (f) ADJUSTED    1 1
 BJ0477
 BJ0477.Superseded values are not recommended for survey control.
 BJ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0477.See file dsdata.txt to determine how the superseded data were derived.
 BJ0477
 BJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7708394818(NAD 83)
 BJ0477_MARKER: DS = TRIANGULATION STATION DISK
 BJ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0477_SP_SET: CONCRETE POST
 BJ0477_STAMPING: 17 T 003 1975
 BJ0477_MARK LOGO: LADH  
 BJ0477_PROJECTION: FLUSH
 BJ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0477+STABILITY: SURFACE MOTION
 BJ0477
 BJ0477  HISTORY     - Date     Condition        Report By
 BJ0477  HISTORY     - 1975     MONUMENTED       LADTD
 BJ0477  HISTORY     - 1976     GOOD             NGS
 BJ0477  HISTORY     - 1984     GOOD             LADTD
 BJ0477  HISTORY     - 1987     GOOD             LA-033
 BJ0477
 BJ0477                          STATION DESCRIPTION
 BJ0477
 BJ0477'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ0477'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH-NORTHEAST OF ZACHARY
 BJ0477'AND 2.9 MILES SOUTH-SOUTHWEST OF SLAUGHTER.  THE MARK IS SET EAST
 BJ0477'OF STATE HIGHWAY 19 NEAR THE COPPER MILL BAYOU BRIDGE, AND IS ON
 BJ0477'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ0477'
 BJ0477'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 BJ0477'STATE HIGHWAY 64 IN ZACHARY, DRIVE NORTH-NORTHEAST ALONG STATE
 BJ0477'HIGHWAY 19 FOR 1.8 MILES TO THE MARK SET ON THE RIGHT AND EAST OF
 BJ0477'THE HIGHWAY NEAR THE SOUTHEAST CORNER OF A BRIDGE.
 BJ0477'
 BJ0477'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ0477'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ0477'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ0477'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ0477'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ0477'ARE STAMPED 17T003 1975.  THE MARK IS 27 FEET NORTHWEST OF A
 BJ0477'TELEPHONE CABLE JUNCTION BOX, 20.5 FEET EAST OF THE CENTER OF
 BJ0477'STATE HIGHWAY 19, 5 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 BJ0477'CORNER OF THE COPPER MILL BAYOU BRIDGE AND 2 FEET NORTH OF A
 BJ0477'METAL WITNESS POST AND SIGN.
 BJ0477'
 BJ0477'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ0477
 BJ0477                          STATION RECOVERY (1976)
 BJ0477
 BJ0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0477'1.8 MI NORTH FROM ZACHARY.
 BJ0477'1.35 MILES NORTH ALONG STATE HIGHWAY 1209 FROM THE JUNCTION OF STATE
 BJ0477'HIGHWAY 64 AT ZACHARY, THENCE 0.45 MILE NORTH ALONG STATE HIGHWAY 19,
 BJ0477'AT THE SOUTH END OF A CONCRETE BRIDGE OVER COPPER MILL BAYOU, 21.5
 BJ0477'FT EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FT EAST OF THE SOUTH-
 BJ0477'EAST END OF THE EAST CONCRETE GUARD RAIL, A C+GS-LAHD D1SK.
 BJ0477
 BJ0477                          STATION RECOVERY (1984)
 BJ0477
 BJ0477'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ0477'RECOVERED IN GOOD CONDITION.
 BJ0477
 BJ0477                          STATION RECOVERY (1987)
 BJ0477
 BJ0477'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0477'RECOVERED IN GOOD CONDITON.  NEW DESCRIPTION FOLLOWS.  2.9 KM (1.8
 BJ0477'MI) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF STATE HIGHWAY
 BJ0477'64 IN ZACHARY TO COPPER MILL BAYOU CONCRETE BRIDGE AND THE MARK ON
 BJ0477'THE RIGHT, 6.6 METERS (21.5 FT) EAST OF THE CENTERLINE OF HIGHWAY 19
 BJ0477'AND .55 METERS (1.8 FT) EAST OF THE SOUTHEAST END OF THE CONCRETE
 BJ0477'GUARD RAIL.
 BJ0477'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ0477'THE MARK IS 0.61 M BELOW HIGHWAY BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0478 ***********************************************************************
 BJ0478  DESIGNATION -  17 T 004
 BJ0478  PID         -  BJ0478
 BJ0478  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0478  USGS QUAD   -  ZACHARY (1980)
 BJ0478
 BJ0478                         *CURRENT SURVEY CONTROL
 BJ0478  ___________________________________________________________________
 BJ0478* NAD 83(1992)-  30 40 00.64261(N)    091 09 05.48337(W)     ADJUSTED  
 BJ0478* NAVD 88     -        30.788  (meters)     101.01   (feet)  ADJUSTED  
 BJ0478  ___________________________________________________________________
 BJ0478  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0478  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0478  DYNAMIC HT  -          30.748 (meters)     100.88  (feet)  COMP
 BJ0478  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0478
 BJ0478  HORZ ORDER  -  SECOND
 BJ0478  VERT ORDER  -  FIRST     CLASS I
 BJ0478
 BJ0478.The horizontal coordinates were established by classical geodetic methods
 BJ0478.and adjusted by the National Geodetic Survey in January 1993..
 BJ0478
 BJ0478.The orthometric height was determined by differential leveling
 BJ0478.and adjusted by the National Geodetic Survey in February 1994..
 BJ0478
 BJ0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0478
 BJ0478.The geoid height was determined by GEOID03.
 BJ0478
 BJ0478.The dynamic height is computed by dividing the NAVD 88
 BJ0478.geopotential number by the normal gravity value computed on the
 BJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0478.degrees latitude (g = 980.6199 gals.).
 BJ0478
 BJ0478.The modeled gravity was interpolated from observed gravity values.
 BJ0478
 BJ0478;                    North         East     Units Scale Factor Converg.
 BJ0478;SPC LA S     -   240,201.583 1,017,423.592   MT  0.99999312   +0 05 27.3
 BJ0478;SPC LA S     -   788,061.36  3,337,997.23   sFT  0.99999312   +0 05 27.3
 BJ0478;UTM  15      - 3,394,138.312   677,092.163   MT  0.99998689   +0 56 35.0
 BJ0478
 BJ0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0478!SPC LA S     -   0.99999945  x   0.99999312  =   0.99999257
 BJ0478!UTM  15      -   0.99999945  x   0.99998689  =   0.99998634
 BJ0478
 BJ0478|---------------------------------------------------------------------|
 BJ0478| PID    Reference Object                     Distance      Geod. Az  |
 BJ0478|                                                           dddmmss.s |
 BJ0478| BJ0480 17 T 005                            309.508 METERS 21728     |
 BJ0478|---------------------------------------------------------------------|
 BJ0478
 BJ0478                          SUPERSEDED SURVEY CONTROL
 BJ0478
 BJ0478  NAD 83(1986)-  30 40 00.66070(N)    091 09 05.47994(W) AD(       ) 2
 BJ0478  NAD 27      -  30 39 59.99452(N)    091 09 05.09407(W) AD(       ) 2
 BJ0478  NGVD 29 (??/??/??)   30.786  (m)          101.00   (f) ADJUSTED    1 1
 BJ0478
 BJ0478.Superseded values are not recommended for survey control.
 BJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0478.See file dsdata.txt to determine how the superseded data were derived.
 BJ0478
 BJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7709294138(NAD 83)
 BJ0478_MARKER: DS = TRIANGULATION STATION DISK
 BJ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0478_SP_SET: CONCRETE POST
 BJ0478_STAMPING: 17 T 004 1975
 BJ0478_MARK LOGO: LADH  
 BJ0478_PROJECTION: PROJECTING 3 CENTIMETERS
 BJ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0478+STABILITY: SURFACE MOTION
 BJ0478
 BJ0478  HISTORY     - Date     Condition        Report By
 BJ0478  HISTORY     - 1975     MONUMENTED       LADTD
 BJ0478  HISTORY     - 1976     GOOD             NGS
 BJ0478  HISTORY     - 1985     GOOD             LADTD
 BJ0478  HISTORY     - 1987     GOOD             LA-033
 BJ0478
 BJ0478                          STATION DESCRIPTION
 BJ0478
 BJ0478'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ0478'THE STATION IS LOCATED ABOUT 1.1 MILES NORTH-NORTHEAST OF ZACHARY
 BJ0478'AND 3.3 MILES SOUTH-SOUTHWEST OF SLAUGHTER.  THE MARK IS SET ON
 BJ0478'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ0478'
 BJ0478'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 BJ0478'STATE HIGHWAY 64 IN ZACHARY, DRIVE NORTH-NORTHEAST ALONG STATE
 BJ0478'HIGHWAY 19 FOR 1.1 MILES TO THE MARK SET ON THE LEFT AND WEST OF
 BJ0478'THE HIGHWAY NEAR THE NORTHWEST CORNER OF THE WHITE BAYOU BRIDGE.
 BJ0478'
 BJ0478'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ0478'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ0478'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ0478'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ0478'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ0478'ARE STAMPED 17T004 1975.  THE MARK IS 18 FEET WEST-NORTHWEST OF
 BJ0478'THE CENTER OF THE NORTH END OF THE WHITE BAYOU BRIDGE, 17 FEET
 BJ0478'WEST OF THE CENTER OF STATE HIGHWAY 19, 3 FEET NORTHWEST OF THE
 BJ0478'NORTHWEST CORNER OF THE BRIDGE AND 1.5 FEET SOUTH OF A METAL
 BJ0478'WITNESS POST AND SIGN.
 BJ0478'
 BJ0478'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ0478
 BJ0478                          STATION RECOVERY (1976)
 BJ0478
 BJ0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0478'1.4 MI NORTH FROM ZACHARY.
 BJ0478'1.35 MILES NORTH ALONG STATE HIGHWAY 1209 FROM THE JUNCTION WITH
 BJ0478'STATE HIGHWAY 64 AT ZACHARY, THENCE 0.05 MILE NORTH ALONG STATE
 BJ0478'HIGHWAY 19, AT THE NORTH END OF A CONCRETE BRIDGE OVER WHITE BAYOU,
 BJ0478'17.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FT NORTH WEST OF
 BJ0478'THE NORTHWEST END OF THE WEST CONCRETE GUARD RAIL, A C+GS-LADH DISK.
 BJ0478
 BJ0478                          STATION RECOVERY (1985)
 BJ0478
 BJ0478'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ0478'RECOVERED IN GOOD CONDITION.
 BJ0478
 BJ0478                          STATION RECOVERY (1987)
 BJ0478
 BJ0478'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0478'RECOVERED IN GOOD CONDITON.  NEW DESCRIPTION FOLLOWS.  2.2 KM (1.35
 BJ0478'MI) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION WITH STATE HIGHWAY
 BJ0478'64 IN ZACHARY TO THE NORTH END OF WHITE BAYOU CONCRETE BRIDGE AND
 BJ0478'BENCH MARK ON THE LEFT, 5.3 METERS (17.5 FT) WEST OF THE CENTERLINE
 BJ0478'OF HIGHWAY 19, AND 1.1 METERS (3.5 FT) NORTHWEST OF THE NORTHWEST END
 BJ0478'OF THE WEST CONCRETE GUARD RAIL.
 BJ0478'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ0478'THE MARK IS 0.91 M BELOW HIGHWAY BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0480 ***********************************************************************
 BJ0480  DESIGNATION -  17 T 005
 BJ0480  PID         -  BJ0480
 BJ0480  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0480  USGS QUAD   -  ZACHARY (1980)
 BJ0480
 BJ0480                         *CURRENT SURVEY CONTROL
 BJ0480  ___________________________________________________________________
 BJ0480* NAD 83(1992)-  30 39 52.66460(N)    091 09 12.55438(W)     ADJUSTED  
 BJ0480* NAVD 88     -        31.095  (meters)     102.02   (feet)  ADJUSTED  
 BJ0480  ___________________________________________________________________
 BJ0480  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0480  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0480  DYNAMIC HT  -          31.054 (meters)     101.88  (feet)  COMP
 BJ0480  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0480
 BJ0480  HORZ ORDER  -  SECOND
 BJ0480  VERT ORDER  -  FIRST     CLASS I
 BJ0480
 BJ0480.The horizontal coordinates were established by classical geodetic methods
 BJ0480.and adjusted by the National Geodetic Survey in January 1993..
 BJ0480
 BJ0480.The orthometric height was determined by differential leveling
 BJ0480.and adjusted by the National Geodetic Survey in February 1994..
 BJ0480
 BJ0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0480
 BJ0480.The geoid height was determined by GEOID03.
 BJ0480
 BJ0480.The dynamic height is computed by dividing the NAVD 88
 BJ0480.geopotential number by the normal gravity value computed on the
 BJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0480.degrees latitude (g = 980.6199 gals.).
 BJ0480
 BJ0480.The modeled gravity was interpolated from observed gravity values.
 BJ0480
 BJ0480;                    North         East     Units Scale Factor Converg.
 BJ0480;SPC LA S     -   239,955.601 1,017,235.743   MT  0.99999267   +0 05 23.7
 BJ0480;SPC LA S     -   787,254.33  3,337,380.93   sFT  0.99999267   +0 05 23.7
 BJ0480;UTM  15      - 3,393,889.566   676,907.995   MT  0.99998608   +0 56 31.2
 BJ0480
 BJ0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0480!SPC LA S     -   0.99999940  x   0.99999267  =   0.99999207
 BJ0480!UTM  15      -   0.99999940  x   0.99998608  =   0.99998548
 BJ0480
 BJ0480|---------------------------------------------------------------------|
 BJ0480| PID    Reference Object                     Distance      Geod. Az  |
 BJ0480|                                                           dddmmss.s |
 BJ0480| BJ0478 17 T 004                            309.508 METERS 03727     |
 BJ0480| BJ0482 17 T 006                            APPROX. 1.4 KM 1893735.5 |
 BJ0480|---------------------------------------------------------------------|
 BJ0480
 BJ0480                          SUPERSEDED SURVEY CONTROL
 BJ0480
 BJ0480  NAD 83(1986)-  30 39 52.68267(N)    091 09 12.55097(W) AD(       ) 2
 BJ0480  NAD 27      -  30 39 52.01642(N)    091 09 12.16487(W) AD(       ) 2
 BJ0480  NGVD 29 (??/??/??)   31.094  (m)          102.01   (f) ADJUSTED    1 1
 BJ0480
 BJ0480.Superseded values are not recommended for survey control.
 BJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0480.See file dsdata.txt to determine how the superseded data were derived.
 BJ0480
 BJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7690893890(NAD 83)
 BJ0480_MARKER: DS = TRIANGULATION STATION DISK
 BJ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0480_SP_SET: CONCRETE POST
 BJ0480_STAMPING: 17 T 005 1975
 BJ0480_MARK LOGO: LADH  
 BJ0480_PROJECTION: PROJECTING 3 CENTIMETERS
 BJ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0480+STABILITY: SURFACE MOTION
 BJ0480
 BJ0480  HISTORY     - Date     Condition        Report By
 BJ0480  HISTORY     - 1975     MONUMENTED       LADTD
 BJ0480  HISTORY     - 1976     GOOD             NGS
 BJ0480  HISTORY     - 1985     GOOD             LADTD
 BJ0480  HISTORY     - 1987     GOOD             LA-033
 BJ0480
 BJ0480                          STATION DESCRIPTION
 BJ0480
 BJ0480'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ0480'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF ZACHARY, ABOUT
 BJ0480'1 MILE FROM THE CENTER OF TOWN.  THE MARK IS SET WEST OF CENTRAL
 BJ0480'AVENUE AND NEAR THE ILLINOIS CENTRAL RAILROAD ON PROPERTY
 BJ0480'MAINTAINED BY THE TOWN.
 BJ0480'
 BJ0480'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 BJ0480'STATE HIGHWAY 64 IN ZACHARY, DRIVE WEST ALONG STATE HIGHWAY 64 FOR
 BJ0480'0.4 MILES TO THE JUNCTION WITH CENTRAL AVENUE, TURN RIGHT ON
 BJ0480'CENTRAL AVENUE AND GO NORTHEAST FOR 1.1 TO THE MARK ON THE LEFT
 BJ0480'AND WEST OF THE STREET NEAR THE RAILROAD.
 BJ0480'
 BJ0480'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ0480'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ0480'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ0480'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ0480'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ0480'ARE STAMPED 17T005 1975.  THE MARK IS 91 FEET SOUTHWEST OF A
 BJ0480'POWER POLE WITH A LIGHT ATTACHED, 85.5 FEET SOUTHEAST OF MILE
 BJ0480'POST NO. 351 ON THE RAILROAD, 43 FEET WEST OF THE CENTER OF
 BJ0480'CENTRAL AVENUE, 22 FEET EAST OF THE EAST RAIL ON THE ILLINOIS
 BJ0480'CENTRAL TRACKS AND 2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ0480'
 BJ0480'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ0480
 BJ0480                          STATION RECOVERY (1976)
 BJ0480
 BJ0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0480'1.2 MI NORTH FROM ZACHARY.
 BJ0480'1.2 MILES NORTH ALONG STATE HIGHWAY 1209 (EAST CENTRAL AVE)
 BJ0480'FROM THE JUNCTION OF STATE HIGHWAY 64 AT ZACHARY, AT THE SOUTH
 BJ0480'END OF A CURVE, 43.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0480'103.5 NORTH OF THE EXTENDED CENTER LINE OF A GRAVELED STREET
 BJ0480'LEADING EAST, 86 FT SOUTHEAST OF RAILROAD MILEPOST 351, 23.0 FT
 BJ0480'EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK.
 BJ0480
 BJ0480                          STATION RECOVERY (1985)
 BJ0480
 BJ0480'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ0480'RECOVERED IN GOOD CONDITION.
 BJ0480
 BJ0480                          STATION RECOVERY (1987)
 BJ0480
 BJ0480'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0480'RECOVERED IN GOOD CONDITON.  NEW DESCRIPTION FOLLOWS.  1.9 KM (1.2
 BJ0480'MI) NORTH ALONG EAST CENTRAL AVENUE (HIGHWAY 1209) FROM THE JUNCTION
 BJ0480'OF STATE HIGHWAY 64 AT ZACHARY BY THE RAILROAD CROSSING TO THE MARK
 BJ0480'ON THE LEFT AT THE SOUTH END OF A CURVE, 31.4 METERS (103 FT) NORTH
 BJ0480'OF THE PROJECTED CENTERLINE OF A GRAVELED STREET LEADING EAST, 26.2
 BJ0480'METERS (86 FT) SOUTHEAST OF RAILROAD MILE POST 351, 13.1 METERS (43
 BJ0480'FT) WEST OF THE CENTERLINE OF EAST CENTRAL AVENUE AND 7 METERS (23
 BJ0480'FT) EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK.
 BJ0480'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ0480'THE MARK IS 0.30 M BELOW HIGHWAY 1209.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0482 ***********************************************************************
 BJ0482  DESIGNATION -  17 T 006
 BJ0482  PID         -  BJ0482
 BJ0482  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0482  USGS QUAD   -  ZACHARY (1980)
 BJ0482
 BJ0482                         *CURRENT SURVEY CONTROL
 BJ0482  ___________________________________________________________________
 BJ0482* NAD 83(1992)-  30 39 08.01983(N)    091 09 21.31293(W)     ADJUSTED  
 BJ0482* NAVD 88     -        31.209  (meters)     102.39   (feet)  ADJUSTED  
 BJ0482  ___________________________________________________________________
 BJ0482  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BJ0482  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0482  DYNAMIC HT  -          31.169 (meters)     102.26  (feet)  COMP
 BJ0482  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0482
 BJ0482  HORZ ORDER  -  SECOND
 BJ0482  VERT ORDER  -  FIRST     CLASS I
 BJ0482
 BJ0482.The horizontal coordinates were established by classical geodetic methods
 BJ0482.and adjusted by the National Geodetic Survey in January 1993..
 BJ0482
 BJ0482.The orthometric height was determined by differential leveling
 BJ0482.and adjusted by the National Geodetic Survey in February 1994..
 BJ0482
 BJ0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0482
 BJ0482.The geoid height was determined by GEOID03.
 BJ0482
 BJ0482.The dynamic height is computed by dividing the NAVD 88
 BJ0482.geopotential number by the normal gravity value computed on the
 BJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0482.degrees latitude (g = 980.6199 gals.).
 BJ0482
 BJ0482.The modeled gravity was interpolated from observed gravity values.
 BJ0482
 BJ0482;                    North         East     Units Scale Factor Converg.
 BJ0482;SPC LA S     -   238,580.395 1,017,004.709   MT  0.99999019   +0 05 19.4
 BJ0482;SPC LA S     -   782,742.51  3,336,622.95   sFT  0.99999019   +0 05 19.4
 BJ0482;UTM  15      - 3,392,511.085   676,697.434   MT  0.99998517   +0 56 25.5
 BJ0482
 BJ0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0482!SPC LA S     -   0.99999938  x   0.99999019  =   0.99998957
 BJ0482!UTM  15      -   0.99999938  x   0.99998517  =   0.99998455
 BJ0482
 BJ0482:                Primary Azimuth Mark                     Grid Az
 BJ0482:SPC LA S     -  N 216                                    190 05 15.8
 BJ0482:UTM  15      -  N 216                                    189 14 09.7
 BJ0482
 BJ0482|---------------------------------------------------------------------|
 BJ0482| PID    Reference Object                     Distance      Geod. Az  |
 BJ0482|                                                           dddmmss.s |
 BJ0482| BJ0545 N 216                               APPROX. 1.2 KM 1901035.2 |
 BJ0482|---------------------------------------------------------------------|
 BJ0482
 BJ0482                          SUPERSEDED SURVEY CONTROL
 BJ0482
 BJ0482  NAD 83(1986)-  30 39 08.03789(N)    091 09 21.30959(W) AD(       ) 2
 BJ0482  NAD 27      -  30 39 07.37073(N)    091 09 20.92352(W) AD(       ) 2
 BJ0482  NGVD 29 (??/??/??)   31.208  (m)          102.39   (f) ADJUSTED    1 1
 BJ0482
 BJ0482.Superseded values are not recommended for survey control.
 BJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0482.See file dsdata.txt to determine how the superseded data were derived.
 BJ0482
 BJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7669792511(NAD 83)
 BJ0482_MARKER: DS = TRIANGULATION STATION DISK
 BJ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0482_SP_SET: CONCRETE POST
 BJ0482_STAMPING: 17 T 006 1975
 BJ0482_MARK LOGO: LADH  
 BJ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0482+STABILITY: SURFACE MOTION
 BJ0482
 BJ0482  HISTORY     - Date     Condition        Report By
 BJ0482  HISTORY     - 1975     MONUMENTED       LADTD
 BJ0482  HISTORY     - 1976     GOOD             NGS
 BJ0482  HISTORY     - 1983     GOOD             LADTD
 BJ0482  HISTORY     - 1985     GOOD             LADTD
 BJ0482  HISTORY     - 1987     GOOD             LA-033
 BJ0482
 BJ0482                          STATION DESCRIPTION
 BJ0482
 BJ0482'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ0482'THE STATION IS LOCATED IN ZACHARY ABOUT 0.1 OF A MILE FROM THE
 BJ0482'CENTER OF TOWN IN THE NORTHWEST SECTION.  THE MARK IS SET JUST
 BJ0482'NORTH OF MILL STREET AND WEST OF CENTRAL AVENUE NEAR THE ILLINOIS
 BJ0482'CENTRAL RAILROAD.  IT IS ON PROPERTY MAINTAINED BY THE TOWN.
 BJ0482'
 BJ0482'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 BJ0482'STATE HIGHWAY 64, DRIVE WEST ALONG STATE HIGHWAY 64 FOR 0.4 MILES
 BJ0482'TO CENTRAL AVENUE, TURN RIGHT ON CENTRAL AVENUE AND GO NORTHEAST
 BJ0482'FOR 0.1 MILES TO THE JUNCTION WITH MILL STREET.  THE MARK IS SET
 BJ0482'ON THE LEFT AND WEST OF CENTRAL AVENUE NEAR THE RAILROAD.
 BJ0482'
 BJ0482'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ0482'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ0482'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ0482'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ0482'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ0482'ARE STAMPED 17T006 1975.  THE MARK IS 39 FEET WEST OF THE CENTER
 BJ0482'OF CENTRAL AVENUE, 29 FEET NORTH OF THE CENTER OF MILL STREET,
 BJ0482'13 FEET EAST OF THE EAST RAIL ON THE RAILROAD AND 2 FEET NORTH
 BJ0482'OF A METAL WITNESS POST AND SIGN.
 BJ0482'
 BJ0482'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ0482
 BJ0482                          STATION RECOVERY (1976)
 BJ0482
 BJ0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0482'IN ZACHARY.
 BJ0482'0.25 MILE NORTH ALONG STATE HIGHWAY 1209 (EAST CENTRAL AVE)
 BJ0482'FROM THE JUNCTION OF A STATE HIGHWAY 64, AT THE JUNCTION OF
 BJ0482'MILL STREET LEADING WEST, 39.5 FT WEST OF THE CENTER LINE
 BJ0482'OF THE HIGHWAY, 29 FT NORTH OF THE CENTER LINE OF THE STREET,
 BJ0482'12.8 FT EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD
 BJ0482'TRACK, 11.3 FT WEST OF A 6-INCH IRON PIPE SUPPORTING A SIGN.
 BJ0482
 BJ0482                          STATION RECOVERY (1983)
 BJ0482
 BJ0482'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0482'RECOVERED IN GOOD CONDITION.
 BJ0482
 BJ0482                          STATION RECOVERY (1985)
 BJ0482
 BJ0482'RECOVERY NOTE BY LA TRANSP AND DEV 1985 (ML)
 BJ0482'RECOVERED IN GOOD CONDITION.
 BJ0482
 BJ0482                          STATION RECOVERY (1987)
 BJ0482
 BJ0482'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2098 ***********************************************************************
 BJ2098  DESIGNATION -  17 V 1
 BJ2098  PID         -  BJ2098
 BJ2098  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2098  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2098
 BJ2098                         *CURRENT SURVEY CONTROL
 BJ2098  ___________________________________________________________________
 BJ2098* NAD 83(1986)-  30 24 39.     (N)    091 11 02.     (W)     SCALED    
 BJ2098* NAVD 88     -         6.910  (meters)      22.67   (feet)  ADJUSTED  
 BJ2098  ___________________________________________________________________
 BJ2098  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ2098  DYNAMIC HT  -           6.901 (meters)      22.64  (feet)  COMP
 BJ2098  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 BJ2098
 BJ2098  VERT ORDER  -  SECOND    CLASS 0
 BJ2098
 BJ2098.The horizontal coordinates were scaled from a topographic map and have
 BJ2098.an estimated accuracy of +/- 6 seconds.
 BJ2098
 BJ2098.The orthometric height was determined by differential leveling
 BJ2098.and adjusted by the National Geodetic Survey in February 1994..
 BJ2098
 BJ2098.The geoid height was determined by GEOID03.
 BJ2098
 BJ2098.The dynamic height is computed by dividing the NAVD 88
 BJ2098.geopotential number by the normal gravity value computed on the
 BJ2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2098.degrees latitude (g = 980.6199 gals.).
 BJ2098
 BJ2098.The modeled gravity was interpolated from observed gravity values.
 BJ2098
 BJ2098;                    North         East    Units  Estimated Accuracy
 BJ2098;SPC LA S     -   211,820.    1,014,360.      MT  (+/- 180 meters Scaled)
 BJ2098
 BJ2098                          SUPERSEDED SURVEY CONTROL
 BJ2098
 BJ2098  NGVD 29 (??/??/??)    7.000  (m)           22.97   (f) ADJUSTED    2 0
 BJ2098
 BJ2098.Superseded values are not recommended for survey control.
 BJ2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2098.See file dsdata.txt to determine how the superseded data were derived.
 BJ2098
 BJ2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP744657(NAD 83)
 BJ2098_MARKER: DD = SURVEY DISK
 BJ2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2098_SP_SET: CONCRETE POST
 BJ2098_STAMPING: 17V1 1968
 BJ2098_MARK LOGO: LADH  
 BJ2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2098+STABILITY: SURFACE MOTION
 BJ2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2098+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 BJ2098
 BJ2098  HISTORY     - Date     Condition        Report By
 BJ2098  HISTORY     - 1968     MONUMENTED       LADH
 BJ2098  HISTORY     - 1969     GOOD             LADTD
 BJ2098  HISTORY     - 1987     GOOD             LA-033
 BJ2098  HISTORY     - 19980314 GOOD             USPSQD
 BJ2098  HISTORY     - 20030627 GOOD             USPSQD
 BJ2098
 BJ2098                          STATION DESCRIPTION
 BJ2098
 BJ2098'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2098'2.4 MI S FROM BATON ROUGE.
 BJ2098'AT SOUTHWEST CORNER OF LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM. IT
 BJ2098'IS 19.8 FEET NORTH OF NORTH SIDE OF GATE 4, 3.1 FEET FROM STADIUM
 BJ2098'WALL, 75.9 FEET SOUTH OF WEST STADIUM DORMITORY DOOR.  SET IN TOP OF A
 BJ2098'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND LEVEL.
 BJ2098
 BJ2098                          STATION RECOVERY (1987)
 BJ2098
 BJ2098'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ2098'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION ADDED.  A
 BJ2098'FLOWER BED HAS BEEN MADE AROUND STADIUM WALL NEAR GATE 4 AND MARK IS
 BJ2098'NOW IN FLOWER BED SET UNDER A WINDOW NORTH OF THE GATE.
 BJ2098
 BJ2098                          STATION RECOVERY (1998)
 BJ2098
 BJ2098'RECOVERY NOTE BY US POWER SQUADRON 1998
 BJ2098'RECOVERED IN GOOD CONDITION.
 BJ2098
 BJ2098                          STATION RECOVERY (2003)
 BJ2098
 BJ2098'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BJ2098'MARKER IS APPROXIMATELY 12 INCHES BELOW DIRT LEVEL IN FLOWER BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3389 ***********************************************************************
 BJ3389  DESIGNATION -  17 V 10
 BJ3389  PID         -  BJ3389
 BJ3389  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3389  USGS QUAD   -  COMITE (1996)
 BJ3389
 BJ3389                         *CURRENT SURVEY CONTROL
 BJ3389  ___________________________________________________________________
 BJ3389* NAD 83(1986)-  30 36 01.     (N)    091 03 40.     (W)     SCALED    
 BJ3389* NAVD 88     -        23.373  (meters)      76.68   (feet)  ADJUSTED  
 BJ3389  ___________________________________________________________________
 BJ3389  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3389  DYNAMIC HT  -          23.342 (meters)      76.58  (feet)  COMP
 BJ3389  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ3389
 BJ3389  VERT ORDER  -  SECOND    CLASS I
 BJ3389
 BJ3389.The horizontal coordinates were scaled from a topographic map and have
 BJ3389.an estimated accuracy of +/- 6 seconds.
 BJ3389
 BJ3389.The orthometric height was determined by differential leveling
 BJ3389.and adjusted by the National Geodetic Survey in February 1994..
 BJ3389
 BJ3389.The geoid height was determined by GEOID03.
 BJ3389
 BJ3389.The dynamic height is computed by dividing the NAVD 88
 BJ3389.geopotential number by the normal gravity value computed on the
 BJ3389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3389.degrees latitude (g = 980.6199 gals.).
 BJ3389
 BJ3389.The modeled gravity was interpolated from observed gravity values.
 BJ3389
 BJ3389;                    North         East    Units  Estimated Accuracy
 BJ3389;SPC LA S     -   232,840.    1,026,110.      MT  (+/- 180 meters Scaled)
 BJ3389
 BJ3389                          SUPERSEDED SURVEY CONTROL
 BJ3389
 BJ3389.No superseded survey control is available for this station.
 BJ3389
 BJ3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP858869(NAD 83)
 BJ3389_MARKER: DB = BENCH MARK DISK
 BJ3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3389_SP_SET: CONCRETE POST
 BJ3389_STAMPING: 17 V 10 1983
 BJ3389_MARK LOGO: LADH  
 BJ3389_PROJECTION: FLUSH
 BJ3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3389+STABILITY: SURFACE MOTION
 BJ3389
 BJ3389  HISTORY     - Date     Condition        Report By
 BJ3389  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3389  HISTORY     - 1987     GOOD             LA-033
 BJ3389
 BJ3389                          STATION DESCRIPTION
 BJ3389
 BJ3389'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3389'5.6 KM (3.5 MI) NW FROM CENTRAL.
 BJ3389'ABOUT 2.1 KM (3.4 MILES) NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION
 BJ3389'WITH STATE HIGHWAY 408 TO MCCULLOUGH ROAD ON THE LEFT, THENCE WEST ON
 BJ3389'MCCULLOUGH ROAD FOR ABOUT 1.9 KM (1.2 MILES) TO THE BENCH MARK ON THE
 BJ3389'RIGHT AT THE JUNCTION OF OLD SETTLEMENT ROAD, 17.7 METERS (58 FEET)
 BJ3389'NORTH-NORTHWEST OF A RIGHT-OF-WAY MARKER, 14.9 METERS (49 FEET)
 BJ3389'NORTHEAST OF THE CENTER OF MCCULLOUGH ROAD, 12.8 METERS (42 FEET) EAST
 BJ3389'OF THE CENTER OF OLD SETTLEMENT ROAD, 0.9 METERS (3 FEET) WEST OF A
 BJ3389'CORNER POST OF A BARB WIRE FENCE AND CHAIN LINK FENCE.
 BJ3389'THE MARK IS 0.76 METERS  SW FROM A WITNESS POST.
 BJ3389'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3389
 BJ3389                          STATION RECOVERY (1987)
 BJ3389
 BJ3389'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3395 ***********************************************************************
 BJ3395  DESIGNATION -  17 V 13
 BJ3395  PID         -  BJ3395
 BJ3395  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3395  USGS QUAD   -  FRED (1980)
 BJ3395
 BJ3395                         *CURRENT SURVEY CONTROL
 BJ3395  ___________________________________________________________________
 BJ3395* NAD 83(1986)-  30 37 59.     (N)    091 03 32.     (W)     SCALED    
 BJ3395* NAVD 88     -        28.207  (meters)      92.54   (feet)  ADJUSTED  
 BJ3395  ___________________________________________________________________
 BJ3395  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3395  DYNAMIC HT  -          28.170 (meters)      92.42  (feet)  COMP
 BJ3395  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BJ3395
 BJ3395  VERT ORDER  -  SECOND    CLASS I
 BJ3395
 BJ3395.The horizontal coordinates were scaled from a topographic map and have
 BJ3395.an estimated accuracy of +/- 6 seconds.
 BJ3395
 BJ3395.The orthometric height was determined by differential leveling
 BJ3395.and adjusted by the National Geodetic Survey in February 1994..
 BJ3395
 BJ3395.The geoid height was determined by GEOID03.
 BJ3395
 BJ3395.The dynamic height is computed by dividing the NAVD 88
 BJ3395.geopotential number by the normal gravity value computed on the
 BJ3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3395.degrees latitude (g = 980.6199 gals.).
 BJ3395
 BJ3395.The modeled gravity was interpolated from observed gravity values.
 BJ3395
 BJ3395;                    North         East    Units  Estimated Accuracy
 BJ3395;SPC LA S     -   236,470.    1,026,310.      MT  (+/- 180 meters Scaled)
 BJ3395
 BJ3395                          SUPERSEDED SURVEY CONTROL
 BJ3395
 BJ3395.No superseded survey control is available for this station.
 BJ3395
 BJ3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP860905(NAD 83)
 BJ3395_MARKER: DB = BENCH MARK DISK
 BJ3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3395_SP_SET: CONCRETE POST
 BJ3395_STAMPING: 17 V 13 1983
 BJ3395_MARK LOGO: LADH  
 BJ3395_PROJECTION: FLUSH
 BJ3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3395+STABILITY: SURFACE MOTION
 BJ3395
 BJ3395  HISTORY     - Date     Condition        Report By
 BJ3395  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3395  HISTORY     - 1987     GOOD             LA-033
 BJ3395
 BJ3395                          STATION DESCRIPTION
 BJ3395
 BJ3395'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3395'9.6 KM (6 MI) ESE FROM ZACHARY.
 BJ3395'ABOUT 4.8 KM (3 MILES) EAST ON STATE HIGHWAY 64 FROM THE INTERSECTION
 BJ3395'OF STATE HIGHWAYS 67 AND 64 TO THE BENCH MARK ON THE RIGHT NEAR A SIDE
 BJ3395'FIELD ROAD, 15.5 METERS (51 FEET) SOUTHWEST OF THE CENTER OF HIGHWAY
 BJ3395'64, 8.2 METERS (27 FEET) WEST-NORTHWEST OF THE CENTER OF A TWIN METAL
 BJ3395'GATE, 6 METERS (20 FEET) SOUTHWEST OF THE WEST END OF A METAL CULVERT,
 BJ3395'0.3 METER (1 FOOT) NORTHEAST OF A FENCE.
 BJ3395'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3395'THE MARK IS 0.61 M BELOW HIGHWAY 64.
 BJ3395
 BJ3395                          STATION RECOVERY (1987)
 BJ3395
 BJ3395'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3396 ***********************************************************************
 BJ3396  DESIGNATION -  17 V 14
 BJ3396  PID         -  BJ3396
 BJ3396  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3396  USGS QUAD   -  FRED (1980)
 BJ3396
 BJ3396                         *CURRENT SURVEY CONTROL
 BJ3396  ___________________________________________________________________
 BJ3396* NAD 83(1986)-  30 38 19.     (N)    091 04 11.     (W)     SCALED    
 BJ3396* NAVD 88     -        27.127  (meters)      89.00   (feet)  ADJUSTED  
 BJ3396  ___________________________________________________________________
 BJ3396  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3396  DYNAMIC HT  -          27.092 (meters)      88.88  (feet)  COMP
 BJ3396  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BJ3396
 BJ3396  VERT ORDER  -  SECOND    CLASS I
 BJ3396
 BJ3396.The horizontal coordinates were scaled from a topographic map and have
 BJ3396.an estimated accuracy of +/- 6 seconds.
 BJ3396
 BJ3396.The orthometric height was determined by differential leveling
 BJ3396.and adjusted by the National Geodetic Survey in February 1994..
 BJ3396
 BJ3396.The geoid height was determined by GEOID03.
 BJ3396
 BJ3396.The dynamic height is computed by dividing the NAVD 88
 BJ3396.geopotential number by the normal gravity value computed on the
 BJ3396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3396.degrees latitude (g = 980.6199 gals.).
 BJ3396
 BJ3396.The modeled gravity was interpolated from observed gravity values.
 BJ3396
 BJ3396;                    North         East    Units  Estimated Accuracy
 BJ3396;SPC LA S     -   237,090.    1,025,270.      MT  (+/- 180 meters Scaled)
 BJ3396
 BJ3396                          SUPERSEDED SURVEY CONTROL
 BJ3396
 BJ3396.No superseded survey control is available for this station.
 BJ3396
 BJ3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP849911(NAD 83)
 BJ3396_MARKER: DB = BENCH MARK DISK
 BJ3396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3396_SP_SET: CONCRETE POST
 BJ3396_STAMPING: 17 V 14 1983
 BJ3396_MARK LOGO: LADH  
 BJ3396_PROJECTION: FLUSH
 BJ3396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3396+STABILITY: SURFACE MOTION
 BJ3396
 BJ3396  HISTORY     - Date     Condition        Report By
 BJ3396  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3396  HISTORY     - 1987     GOOD             LA-033
 BJ3396
 BJ3396                          STATION DESCRIPTION
 BJ3396
 BJ3396'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3396'8 KM (5 MI) ESE FROM ZACHARY.
 BJ3396'ABOUT 3.5 KM (2.2 MILES) EAST ON STATE HIGHWAY 64 FROM THE
 BJ3396'INTERSECTION OF STATE HIGHWAYS 67 AND 64 TO THE BENCH MARK ON THE
 BJ3396'RIGHT AT THE JUNCTION OF STATE HIGHWAY 410, 25.6 METERS (84 FEET)
 BJ3396'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 410, 17.2 METERS (56.5 FEET)
 BJ3396'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 64, 0.5 METER (1.5 FEET)
 BJ3396'NORTHEAST OF A 5-STRAND BARB WIRE FENCE.
 BJ3396'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3396'THE MARK IS 3.05 M BELOW HIGHWAY 64.
 BJ3396
 BJ3396                          STATION RECOVERY (1987)
 BJ3396
 BJ3396'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3401 ***********************************************************************
 BJ3401  DESIGNATION -  17 V 15
 BJ3401  PID         -  BJ3401
 BJ3401  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3401  USGS QUAD   -  FRED (1980)
 BJ3401
 BJ3401                         *CURRENT SURVEY CONTROL
 BJ3401  ___________________________________________________________________
 BJ3401* NAD 83(1986)-  30 38 28.     (N)    091 05 09.     (W)     SCALED    
 BJ3401* NAVD 88     -        26.871  (meters)      88.16   (feet)  ADJUSTED  
 BJ3401  ___________________________________________________________________
 BJ3401  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3401  DYNAMIC HT  -          26.836 (meters)      88.04  (feet)  COMP
 BJ3401  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3401
 BJ3401  VERT ORDER  -  SECOND    CLASS I
 BJ3401
 BJ3401.The horizontal coordinates were scaled from a topographic map and have
 BJ3401.an estimated accuracy of +/- 6 seconds.
 BJ3401
 BJ3401.The orthometric height was determined by differential leveling
 BJ3401.and adjusted by the National Geodetic Survey in February 1994..
 BJ3401
 BJ3401.The geoid height was determined by GEOID03.
 BJ3401
 BJ3401.The dynamic height is computed by dividing the NAVD 88
 BJ3401.geopotential number by the normal gravity value computed on the
 BJ3401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3401.degrees latitude (g = 980.6199 gals.).
 BJ3401
 BJ3401.The modeled gravity was interpolated from observed gravity values.
 BJ3401
 BJ3401;                    North         East    Units  Estimated Accuracy
 BJ3401;SPC LA S     -   237,360.    1,023,730.      MT  (+/- 180 meters Scaled)
 BJ3401
 BJ3401                          SUPERSEDED SURVEY CONTROL
 BJ3401
 BJ3401.No superseded survey control is available for this station.
 BJ3401
 BJ3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP834913(NAD 83)
 BJ3401_MARKER: DB = BENCH MARK DISK
 BJ3401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3401_SP_SET: CONCRETE POST
 BJ3401_STAMPING: 17 V 15 1983
 BJ3401_MARK LOGO: LADH  
 BJ3401_PROJECTION: FLUSH
 BJ3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3401+STABILITY: SURFACE MOTION
 BJ3401
 BJ3401  HISTORY     - Date     Condition        Report By
 BJ3401  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3401  HISTORY     - 1987     GOOD             LA-033
 BJ3401
 BJ3401                          STATION DESCRIPTION
 BJ3401
 BJ3401'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3401'6.6 KM (4.1 MI) EAST FROM ZACHARY.
 BJ3401'ABOUT 2 KM (1.2 MILES) EAST ON STATE HIGHWAY 64 FROM THE JUNCTION WITH
 BJ3401'STATE HIGHWAY 67 TO THE BENCH MARK ON THE RIGHT, 12.2 METERS (40 FEET)
 BJ3401'SOUTHEAST OF THE CENTER OF HIGHWAY 64, 6.1 METERS (20 FEET) NORTHEAST
 BJ3401'OF A TELEPHONE JUNCTION BOX, 0.5 METERS (1.5 FEET) NORTHWEST OF A
 BJ3401'FENCE.
 BJ3401'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 BJ3401'THE MARK IS 0.46 M ABOVE HIGHWAY.
 BJ3401
 BJ3401                          STATION RECOVERY (1987)
 BJ3401
 BJ3401'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3402 ***********************************************************************
 BJ3402  DESIGNATION -  17 V 16
 BJ3402  PID         -  BJ3402
 BJ3402  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3402  USGS QUAD   -  FRED (1980)
 BJ3402
 BJ3402                         *CURRENT SURVEY CONTROL
 BJ3402  ___________________________________________________________________
 BJ3402* NAD 83(1986)-  30 38 55.     (N)    091 06 16.     (W)     SCALED    
 BJ3402* NAVD 88     -        28.032  (meters)      91.97   (feet)  ADJUSTED  
 BJ3402  ___________________________________________________________________
 BJ3402  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3402  DYNAMIC HT  -          27.996 (meters)      91.85  (feet)  COMP
 BJ3402  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ3402
 BJ3402  VERT ORDER  -  SECOND    CLASS I
 BJ3402
 BJ3402.The horizontal coordinates were scaled from a topographic map and have
 BJ3402.an estimated accuracy of +/- 6 seconds.
 BJ3402
 BJ3402.The orthometric height was determined by differential leveling
 BJ3402.and adjusted by the National Geodetic Survey in February 1994..
 BJ3402
 BJ3402.The geoid height was determined by GEOID03.
 BJ3402
 BJ3402.The dynamic height is computed by dividing the NAVD 88
 BJ3402.geopotential number by the normal gravity value computed on the
 BJ3402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3402.degrees latitude (g = 980.6199 gals.).
 BJ3402
 BJ3402.The modeled gravity was interpolated from observed gravity values.
 BJ3402
 BJ3402;                    North         East    Units  Estimated Accuracy
 BJ3402;SPC LA S     -   238,190.    1,021,940.      MT  (+/- 180 meters Scaled)
 BJ3402
 BJ3402                          SUPERSEDED SURVEY CONTROL
 BJ3402
 BJ3402.No superseded survey control is available for this station.
 BJ3402
 BJ3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP816921(NAD 83)
 BJ3402_MARKER: DB = BENCH MARK DISK
 BJ3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3402_SP_SET: CONCRETE POST
 BJ3402_STAMPING: 17 V 16 1983
 BJ3402_MARK LOGO: LADH  
 BJ3402_PROJECTION: FLUSH
 BJ3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3402+STABILITY: SURFACE MOTION
 BJ3402
 BJ3402  HISTORY     - Date     Condition        Report By
 BJ3402  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3402  HISTORY     - 1987     GOOD             LA-033
 BJ3402
 BJ3402                          STATION DESCRIPTION
 BJ3402
 BJ3402'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3402'5.1 KM (3.2 MI) EAST FROM ZACHARY.
 BJ3402'THE BENCH MARK IS LOCATED AT THE INTERSECTION OF STATE HIGHWAYS 67 AND
 BJ3402'64, EAST OF HIGHWAY 67 AND IN THE MEDIAM OF HIGHWAY 64, 56.1 METERS
 BJ3402'(184 FEET) EAST OF THE CENTER OF HIGHWAY 67, 6.7 METERS (22 FEET)
 BJ3402'SOUTH OF THE CENTER OF THE WEST BOUND LANE OF HIGHWAY 64, 5.5 METERS
 BJ3402'(18 FEET) NORTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 64.
 BJ3402'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3402'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3402
 BJ3402                          STATION RECOVERY (1987)
 BJ3402
 BJ3402'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3408 ***********************************************************************
 BJ3408  DESIGNATION -  17 V 17 LADH
 BJ3408  PID         -  BJ3408
 BJ3408  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3408  USGS QUAD   -  FRED (1980)
 BJ3408
 BJ3408                         *CURRENT SURVEY CONTROL
 BJ3408  ___________________________________________________________________
 BJ3408* NAD 83(1986)-  30 38 57.     (N)    091 07 12.     (W)     SCALED    
 BJ3408* NAVD 88     -        28.485  (meters)      93.45   (feet)  ADJUSTED  
 BJ3408  ___________________________________________________________________
 BJ3408  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3408  DYNAMIC HT  -          28.448 (meters)      93.33  (feet)  COMP
 BJ3408  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3408
 BJ3408  VERT ORDER  -  SECOND    CLASS I
 BJ3408
 BJ3408.The horizontal coordinates were scaled from a topographic map and have
 BJ3408.an estimated accuracy of +/- 6 seconds.
 BJ3408
 BJ3408.The orthometric height was determined by differential leveling
 BJ3408.and adjusted by the National Geodetic Survey in February 1994..
 BJ3408
 BJ3408.The geoid height was determined by GEOID03.
 BJ3408
 BJ3408.The dynamic height is computed by dividing the NAVD 88
 BJ3408.geopotential number by the normal gravity value computed on the
 BJ3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3408.degrees latitude (g = 980.6199 gals.).
 BJ3408
 BJ3408.The modeled gravity was interpolated from observed gravity values.
 BJ3408
 BJ3408;                    North         East    Units  Estimated Accuracy
 BJ3408;SPC LA S     -   238,250.    1,020,450.      MT  (+/- 180 meters Scaled)
 BJ3408
 BJ3408                          SUPERSEDED SURVEY CONTROL
 BJ3408
 BJ3408.No superseded survey control is available for this station.
 BJ3408
 BJ3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP801922(NAD 83)
 BJ3408_MARKER: DB = BENCH MARK DISK
 BJ3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3408_SP_SET: CONCRETE POST
 BJ3408_STAMPING: 17V17 1983
 BJ3408_MARK LOGO: LADH  
 BJ3408_PROJECTION: FLUSH
 BJ3408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3408+STABILITY: SURFACE MOTION
 BJ3408
 BJ3408  HISTORY     - Date     Condition        Report By
 BJ3408  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3408
 BJ3408                          STATION DESCRIPTION
 BJ3408
 BJ3408'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3408'3.4 KM (2.1 MI) EAST FROM ZACHARY.
 BJ3408'ABOUT 1.5 KM (0.95 MILE) WEST ON STATE HIGHWAY 64 FROM THE
 BJ3408'INTERSECTION OF STATE HIGHWAYS 67 AND 64 TO THE BENCH MARK IN THE
 BJ3408'MEDIAN, 20.4 METERS (67 FEET) SOUTHEAST OF THE INTERSECTION OF MCHOST
 BJ3408'ROAD AND HIGHWAY 64, 7.2 METERS (23.5 FEET) SOUTH OF THE WEST BOUND
 BJ3408'LANE OF HIGHWAY 64, 7.2 METERS (23.5 FEET) NORTH OF THE EAST BOUND
 BJ3408'LANE OF HIGHWAY 64.
 BJ3408'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3408'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3409 ***********************************************************************
 BJ3409  DESIGNATION -  17 V 18 LADH
 BJ3409  PID         -  BJ3409
 BJ3409  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3409  USGS QUAD   -  ZACHARY (1980)
 BJ3409
 BJ3409                         *CURRENT SURVEY CONTROL
 BJ3409  ___________________________________________________________________
 BJ3409* NAD 83(1986)-  30 38 59.     (N)    091 08 14.     (W)     SCALED    
 BJ3409* NAVD 88     -        30.134  (meters)      98.86   (feet)  ADJUSTED  
 BJ3409  ___________________________________________________________________
 BJ3409  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3409  DYNAMIC HT  -          30.095 (meters)      98.74  (feet)  COMP
 BJ3409  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ3409
 BJ3409  VERT ORDER  -  SECOND    CLASS I
 BJ3409
 BJ3409.The horizontal coordinates were scaled from a topographic map and have
 BJ3409.an estimated accuracy of +/- 6 seconds.
 BJ3409
 BJ3409.The orthometric height was determined by differential leveling
 BJ3409.and adjusted by the National Geodetic Survey in February 1994..
 BJ3409
 BJ3409.The geoid height was determined by GEOID03.
 BJ3409
 BJ3409.The dynamic height is computed by dividing the NAVD 88
 BJ3409.geopotential number by the normal gravity value computed on the
 BJ3409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3409.degrees latitude (g = 980.6199 gals.).
 BJ3409
 BJ3409.The modeled gravity was interpolated from observed gravity values.
 BJ3409
 BJ3409;                    North         East    Units  Estimated Accuracy
 BJ3409;SPC LA S     -   238,310.    1,018,800.      MT  (+/- 180 meters Scaled)
 BJ3409
 BJ3409                          SUPERSEDED SURVEY CONTROL
 BJ3409
 BJ3409.No superseded survey control is available for this station.
 BJ3409
 BJ3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP784922(NAD 83)
 BJ3409_MARKER: DB = BENCH MARK DISK
 BJ3409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3409_SP_SET: CONCRETE POST
 BJ3409_STAMPING: 17V18 1983
 BJ3409_MARK LOGO: LADH  
 BJ3409_PROJECTION: FLUSH
 BJ3409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3409+STABILITY: SURFACE MOTION
 BJ3409
 BJ3409  HISTORY     - Date     Condition        Report By
 BJ3409  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3409
 BJ3409                          STATION DESCRIPTION
 BJ3409
 BJ3409'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3409'1.3 KM (0.8 MI) EAST FROM ZACHARY.
 BJ3409'ABOUT 1.3 KM (0.8 MILES) EAST ON STATE HIGHWAY 64 FROM THE JUNCTION
 BJ3409'WITH STATE HIGHWAY 19 IN ZACHARY, THE BENCH MARK IS SET IN THE MEDIAN
 BJ3409'OF THE HIGHWAY IN FRONT OF THE LANE MEMORIAL HOSPITAL, THE MARK IS
 BJ3409'29.3 METERS (96 FEET) NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND
 BJ3409'A SECURITY LIGHT ATTACHED, 7.3 METES (24 FEET) SOUTH OF THE WEST BOUND
 BJ3409'LANE ON STATE HIGHWAY 64, 6.1 METERS (20 FEET) NORTH OF THE EAST BOUND
 BJ3409'LANE ON STATE HIGHWAY 64.
 BJ3409'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ3409'THE MARK IS 0.30 M ABOVE EAST BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3410 ***********************************************************************
 BJ3410  DESIGNATION -  17 V 19 LADH
 BJ3410  PID         -  BJ3410
 BJ3410  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3410  USGS QUAD   -  ZACHARY (1980)
 BJ3410
 BJ3410                         *CURRENT SURVEY CONTROL
 BJ3410  ___________________________________________________________________
 BJ3410* NAD 83(1986)-  30 38 52.     (N)    091 08 59.     (W)     SCALED    
 BJ3410* NAVD 88     -        28.077  (meters)      92.12   (feet)  ADJUSTED  
 BJ3410  ___________________________________________________________________
 BJ3410  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3410  DYNAMIC HT  -          28.040 (meters)      91.99  (feet)  COMP
 BJ3410  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ3410
 BJ3410  VERT ORDER  -  SECOND    CLASS I
 BJ3410
 BJ3410.The horizontal coordinates were scaled from a topographic map and have
 BJ3410.an estimated accuracy of +/- 6 seconds.
 BJ3410
 BJ3410.The orthometric height was determined by differential leveling
 BJ3410.and adjusted by the National Geodetic Survey in February 1994..
 BJ3410
 BJ3410.The geoid height was determined by GEOID03.
 BJ3410
 BJ3410.The dynamic height is computed by dividing the NAVD 88
 BJ3410.geopotential number by the normal gravity value computed on the
 BJ3410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3410.degrees latitude (g = 980.6199 gals.).
 BJ3410
 BJ3410.The modeled gravity was interpolated from observed gravity values.
 BJ3410
 BJ3410;                    North         East    Units  Estimated Accuracy
 BJ3410;SPC LA S     -   238,090.    1,017,600.      MT  (+/- 180 meters Scaled)
 BJ3410
 BJ3410                          SUPERSEDED SURVEY CONTROL
 BJ3410
 BJ3410.No superseded survey control is available for this station.
 BJ3410
 BJ3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP773920(NAD 83)
 BJ3410_MARKER: DB = BENCH MARK DISK
 BJ3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3410_SP_SET: CONCRETE POST
 BJ3410_STAMPING: 17V19 1983
 BJ3410_MARK LOGO: LADH  
 BJ3410_PROJECTION: FLUSH
 BJ3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3410+STABILITY: SURFACE MOTION
 BJ3410
 BJ3410  HISTORY     - Date     Condition        Report By
 BJ3410  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3410
 BJ3410                          STATION DESCRIPTION
 BJ3410
 BJ3410'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3410'IN ZACHARY.
 BJ3410'IN ZACHARY, LOCATED AT THE INTERSECTION OF STATE HIGHWAY 19 AND STATE
 BJ3410'HIGHWAY 64 ON THE CORNER NEAR CRACKER BARREL FOOD STORE, 14.6 METERS
 BJ3410'(48 FEET) NORTH OF THE CENTER OF HIGHWAY 64, 13.7 METERS (45 FEET)
 BJ3410'EAST OF THE CENTER OF HIGHWAY 19, 5.9 METERS (19.5 FEET),WEST OF A
 BJ3410'LOUISIANA DEPARTMENT OF HIGHWAY MARKER, 4 METERS (13 FEET) SOUTH
 BJ3410'SOUTHEAST OF A POWER POLE WITH A SIGNAL LIGHT PANEL BOX.
 BJ3410'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BJ3410'THE MARK IS 0.30 M ABOVE HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2100 ***********************************************************************
 BJ2100  DESIGNATION -  17 V 2
 BJ2100  PID         -  BJ2100
 BJ2100  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2100  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2100
 BJ2100                         *CURRENT SURVEY CONTROL
 BJ2100  ___________________________________________________________________
 BJ2100* NAD 83(1986)-  30 23 58.     (N)    091 10 48.     (W)     SCALED    
 BJ2100* NAVD 88     -         5.843  (meters)      19.17   (feet)  ADJUSTED  
 BJ2100  ___________________________________________________________________
 BJ2100  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ2100  DYNAMIC HT  -           5.836 (meters)      19.15  (feet)  COMP
 BJ2100  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 BJ2100
 BJ2100  VERT ORDER  -  SECOND    CLASS 0
 BJ2100
 BJ2100.The horizontal coordinates were scaled from a topographic map and have
 BJ2100.an estimated accuracy of +/- 6 seconds.
 BJ2100
 BJ2100.The orthometric height was determined by differential leveling
 BJ2100.and adjusted by the National Geodetic Survey in February 1994..
 BJ2100
 BJ2100.The geoid height was determined by GEOID03.
 BJ2100
 BJ2100.The dynamic height is computed by dividing the NAVD 88
 BJ2100.geopotential number by the normal gravity value computed on the
 BJ2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2100.degrees latitude (g = 980.6199 gals.).
 BJ2100
 BJ2100.The modeled gravity was interpolated from observed gravity values.
 BJ2100
 BJ2100;                    North         East    Units  Estimated Accuracy
 BJ2100;SPC LA S     -   210,550.    1,014,730.      MT  (+/- 180 meters Scaled)
 BJ2100
 BJ2100                          SUPERSEDED SURVEY CONTROL
 BJ2100
 BJ2100  NGVD 29 (??/??/??)    5.860  (m)           19.23   (f) ADJUSTED    2 0
 BJ2100
 BJ2100.Superseded values are not recommended for survey control.
 BJ2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2100.See file dsdata.txt to determine how the superseded data were derived.
 BJ2100
 BJ2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP748644(NAD 83)
 BJ2100_MARKER: DD = SURVEY DISK
 BJ2100_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ2100_SP_SET: HEADWALL
 BJ2100_STAMPING: 17 V 2 1968
 BJ2100_MARK LOGO: LADH  
 BJ2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2100+STABILITY: SURFACE MOTION
 BJ2100
 BJ2100  HISTORY     - Date     Condition        Report By
 BJ2100  HISTORY     - 1968     MONUMENTED       LADH
 BJ2100  HISTORY     - 1969     GOOD             LADTD
 BJ2100  HISTORY     - 1987     GOOD             LA-033
 BJ2100  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 BJ2100
 BJ2100                          STATION DESCRIPTION
 BJ2100
 BJ2100'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2100'3.2 MI S FROM BATON ROUGE.
 BJ2100'ABOUT 3.2 MILES SOUTH OF THE ILLINOIS CENTRAL RAILROAD STATION IN
 BJ2100'BATON ROUGE.  IT IS ABOUT 0.9 MILE SOUTH ALONG NEW STATE HIGHWAY 30
 BJ2100'FROM THE INTERSECTION OF NEW STATE HIGHWAY 30 AND STATE HIGHWAY 327
 BJ2100'NEAR THE SOUTHWEST CORNER OF THE LOUISIANA STATE UNIVERSITY FOOTBALL
 BJ2100'STADIUM.  IT IS SET IN THE CENTER OF A HEADWALL OF A CONCRETE BOX
 BJ2100'CULVERT, WEST OF CENTERLINE OF THE HIGHWAY, APPROXIMATELY 2.5 FEET
 BJ2100'BELOW THE LEVEL OF THE ROADWAY.
 BJ2100
 BJ2100                          STATION RECOVERY (1987)
 BJ2100
 BJ2100'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ2100'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ2100'THE MARK IS 3.66 METERS  SE FROM A WITNESS POST.
 BJ2100
 BJ2100                          STATION RECOVERY (1998)
 BJ2100
 BJ2100'RECOVERY NOTE BY US POWER SQUADRON 1998
 BJ2100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3460 ***********************************************************************
 BJ3460  DESIGNATION -  17 V 20
 BJ3460  PID         -  BJ3460
 BJ3460  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3460  USGS QUAD   -  FRED (1980)
 BJ3460
 BJ3460                         *CURRENT SURVEY CONTROL
 BJ3460  ___________________________________________________________________
 BJ3460* NAD 83(1986)-  30 37 31.     (N)    091 02 42.     (W)     SCALED    
 BJ3460* NAVD 88     -        27.068  (meters)      88.81   (feet)  ADJUSTED  
 BJ3460  ___________________________________________________________________
 BJ3460  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3460  DYNAMIC HT  -          27.033 (meters)      88.69  (feet)  COMP
 BJ3460  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ3460
 BJ3460  VERT ORDER  -  SECOND    CLASS I
 BJ3460
 BJ3460.The horizontal coordinates were scaled from a topographic map and have
 BJ3460.an estimated accuracy of +/- 6 seconds.
 BJ3460
 BJ3460.The orthometric height was determined by differential leveling
 BJ3460.and adjusted by the National Geodetic Survey in February 1994..
 BJ3460
 BJ3460.The geoid height was determined by GEOID03.
 BJ3460
 BJ3460.The dynamic height is computed by dividing the NAVD 88
 BJ3460.geopotential number by the normal gravity value computed on the
 BJ3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3460.degrees latitude (g = 980.6199 gals.).
 BJ3460
 BJ3460.The modeled gravity was interpolated from observed gravity values.
 BJ3460
 BJ3460;                    North         East    Units  Estimated Accuracy
 BJ3460;SPC LA S     -   235,610.    1,027,640.      MT  (+/- 180 meters Scaled)
 BJ3460
 BJ3460                          SUPERSEDED SURVEY CONTROL
 BJ3460
 BJ3460.No superseded survey control is available for this station.
 BJ3460
 BJ3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP873897(NAD 83)
 BJ3460_MARKER: DB = BENCH MARK DISK
 BJ3460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3460_SP_SET: CONCRETE POST
 BJ3460_STAMPING: 17 V 20 1983
 BJ3460_MARK LOGO: LADH  
 BJ3460_PROJECTION: FLUSH
 BJ3460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3460+STABILITY: SURFACE MOTION
 BJ3460
 BJ3460  HISTORY     - Date     Condition        Report By
 BJ3460  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3460  HISTORY     - 1987     GOOD             LA-033
 BJ3460
 BJ3460                          STATION DESCRIPTION
 BJ3460
 BJ3460'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3460'5.8 KM (3.6 MI) WEST FROM INDIAN MOUND.
 BJ3460'ABOUT 5.8 KM (3.6 MILES) WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 BJ3460'OF STATE HIGHWAY 409 AND HIGHWAY 64 IN INDIAN MOUND TO THE BENCH MARK
 BJ3460'ON THE RIGHT IN FRONT OF A METAL EQUIPMENT SHOP, 16 METERS (52.5 FEET)
 BJ3460'SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 12 METERS (39.5 FEET)
 BJ3460'NORTHEAST OF THE CENTER OF HIGHWAY 64, 4.9 METERS (16 FEET) SOUTHEAST
 BJ3460'OF THE CENTER OF A METAL GATE, 2 METERS (6.5 FEET) NORTHEAST OF THE
 BJ3460'EAST END OF A METAL CULVERT, 0.6 METERS ( 2 FEET) SOUTHWEST OF A
 BJ3460'5-STRAND BARB WIRE FENCE.  A STEEL SPIKE IS IMBEDDED IN THE CONCRETE
 BJ3460'MONUMENT.
 BJ3460'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3460'THE MARK IS 0.30 M BELOW HIGHWAY 64.
 BJ3460
 BJ3460                          STATION RECOVERY (1987)
 BJ3460
 BJ3460'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3460'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ3460'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3461 ***********************************************************************
 BJ3461  DESIGNATION -  17 V 21
 BJ3461  PID         -  BJ3461
 BJ3461  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3461  USGS QUAD   -  COMITE (1996)
 BJ3461
 BJ3461                         *CURRENT SURVEY CONTROL
 BJ3461  ___________________________________________________________________
 BJ3461* NAD 83(1986)-  30 36 52.     (N)    091 01 52.     (W)     SCALED    
 BJ3461* NAVD 88     -        26.182  (meters)      85.90   (feet)  ADJUSTED  
 BJ3461  ___________________________________________________________________
 BJ3461  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3461  DYNAMIC HT  -          26.148 (meters)      85.79  (feet)  COMP
 BJ3461  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ3461
 BJ3461  VERT ORDER  -  SECOND    CLASS I
 BJ3461
 BJ3461.The horizontal coordinates were scaled from a topographic map and have
 BJ3461.an estimated accuracy of +/- 6 seconds.
 BJ3461
 BJ3461.The orthometric height was determined by differential leveling
 BJ3461.and adjusted by the National Geodetic Survey in February 1994..
 BJ3461
 BJ3461.The geoid height was determined by GEOID03.
 BJ3461
 BJ3461.The dynamic height is computed by dividing the NAVD 88
 BJ3461.geopotential number by the normal gravity value computed on the
 BJ3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3461.degrees latitude (g = 980.6199 gals.).
 BJ3461
 BJ3461.The modeled gravity was interpolated from observed gravity values.
 BJ3461
 BJ3461;                    North         East    Units  Estimated Accuracy
 BJ3461;SPC LA S     -   234,420.    1,028,980.      MT  (+/- 180 meters Scaled)
 BJ3461
 BJ3461                          SUPERSEDED SURVEY CONTROL
 BJ3461
 BJ3461.No superseded survey control is available for this station.
 BJ3461
 BJ3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP887885(NAD 83)
 BJ3461_MARKER: DB = BENCH MARK DISK
 BJ3461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3461_SP_SET: CONCRETE POST
 BJ3461_STAMPING: 17 V 21 1983
 BJ3461_MARK LOGO: LADH  
 BJ3461_PROJECTION: FLUSH
 BJ3461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3461+STABILITY: SURFACE MOTION
 BJ3461
 BJ3461  HISTORY     - Date     Condition        Report By
 BJ3461  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3461  HISTORY     - 1987     GOOD             LA-033
 BJ3461
 BJ3461                          STATION DESCRIPTION
 BJ3461
 BJ3461'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3461'3.9 KM (2.4 MI) WEST FROM INDIAN MOUND.
 BJ3461'ABOUT 3.9KM(2.4MILES) WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 BJ3461'STATE HIGHWAY 409 AND HIGHWAY 64 IN INDIAN MOUND TO THE JUNCTION OF
 BJ3461'HIGHWAY 64 AND HUBBS ROAD AND THE MARK ON THE LEFT, 30.5 METERS (100
 BJ3461'FEET) SOUTH OF THE CENTER OF HIGHWAY 64, 10.7 METERS (35 FEET) EAST OF
 BJ3461'THE CENTER OF HUBBS ROAD, 4.6 METERS (15 FEET) NORTHEAST OF THE EAST
 BJ3461'END OF A CEMENT CULVERT AND 2 METERS (6.5 FEET) WEST-NORTHWEST OF A
 BJ3461'POWERE POLE.
 BJ3461'THE MARK IS 0.76 METERS  WNW FROM A WITNESS POST.
 BJ3461'THE MARK IS 0.30 M ABOVE HUBBS ROAD.
 BJ3461
 BJ3461                          STATION RECOVERY (1987)
 BJ3461
 BJ3461'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3461'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ3461'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3466 ***********************************************************************
 BJ3466  DESIGNATION -  17 V 22
 BJ3466  PID         -  BJ3466
 BJ3466  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3466  USGS QUAD   -  WATSON (1980)
 BJ3466
 BJ3466                         *CURRENT SURVEY CONTROL
 BJ3466  ___________________________________________________________________
 BJ3466* NAD 83(1986)-  30 36 21.     (N)    090 59 45.     (W)     SCALED    
 BJ3466* NAVD 88     -        21.060  (meters)      69.09   (feet)  ADJUSTED  
 BJ3466  ___________________________________________________________________
 BJ3466  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3466  DYNAMIC HT  -          21.033 (meters)      69.01  (feet)  COMP
 BJ3466  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ3466
 BJ3466  VERT ORDER  -  SECOND    CLASS I
 BJ3466
 BJ3466.The horizontal coordinates were scaled from a topographic map and have
 BJ3466.an estimated accuracy of +/- 6 seconds.
 BJ3466
 BJ3466.The orthometric height was determined by differential leveling
 BJ3466.and adjusted by the National Geodetic Survey in February 1994..
 BJ3466
 BJ3466.The geoid height was determined by GEOID03.
 BJ3466
 BJ3466.The dynamic height is computed by dividing the NAVD 88
 BJ3466.geopotential number by the normal gravity value computed on the
 BJ3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3466.degrees latitude (g = 980.6199 gals.).
 BJ3466
 BJ3466.The modeled gravity was interpolated from observed gravity values.
 BJ3466
 BJ3466;                    North         East    Units  Estimated Accuracy
 BJ3466;SPC LA S     -   233,470.    1,032,360.      MT  (+/- 180 meters Scaled)
 BJ3466
 BJ3466                          SUPERSEDED SURVEY CONTROL
 BJ3466
 BJ3466.No superseded survey control is available for this station.
 BJ3466
 BJ3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP921876(NAD 83)
 BJ3466_MARKER: DB = BENCH MARK DISK
 BJ3466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3466_SP_SET: CONCRETE POST
 BJ3466_STAMPING: 17 V 22 1983
 BJ3466_MARK LOGO: LADH  
 BJ3466_PROJECTION: FLUSH
 BJ3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3466+STABILITY: SURFACE MOTION
 BJ3466
 BJ3466  HISTORY     - Date     Condition        Report By
 BJ3466  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3466  HISTORY     - 1987     GOOD             LA-033
 BJ3466
 BJ3466                          STATION DESCRIPTION
 BJ3466
 BJ3466'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3466'11.3 KM (7 MI) SOUTH FROM PRIDE.
 BJ3466'ABOUT 11.3 KM (7.0 MILES) SOUTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3466'OFFICE IN PRIDE TO THE BENCH MARK ON THE LEFT IN FRONT OF BETHEL
 BJ3466'UNITED METHODIST CHURCH, 21.6 METERS (71 FEET) EAST-NORTHEAST OF THE
 BJ3466'CENTER OF HIGHWAY 409, 7.3 METERS (24 FEET) NORTH-NORTHWEST OF THE
 BJ3466'NORTHWEST CORNER OF THE SOUTH WING OF THE CHURCH, 6.7 METERS (22 FEET)
 BJ3466'EAST OF A BRICK CHURCH SIGN, 4.9 METERS (16 FEET) SOUTH-SOUTHEAST OF
 BJ3466'THE SOUTHWEST CORNER OF THE CHURCH.  A STEEL SPIKE IS IMBEDDED IN THE
 BJ3466'CONCRETE MONUMENT.  NO WITNESS POST WAS SET AT THE REQUEST OF THE
 BJ3466'PROPERTY OWNER.
 BJ3466'THE MARK IS 6.71 METERS  E FROM  A BRICK CHURCH SIGN
 BJ3466'THE MARK IS 0.30 M BELOW STATE HIGHWAY 409.
 BJ3466
 BJ3466                          STATION RECOVERY (1987)
 BJ3466
 BJ3466'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3467 ***********************************************************************
 BJ3467  DESIGNATION -  17 V 23
 BJ3467  PID         -  BJ3467
 BJ3467  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3467  USGS QUAD   -  WATSON (1980)
 BJ3467
 BJ3467                         *CURRENT SURVEY CONTROL
 BJ3467  ___________________________________________________________________
 BJ3467* NAD 83(1986)-  30 37 01.     (N)    090 59 30.     (W)     SCALED    
 BJ3467* NAVD 88     -        21.105  (meters)      69.24   (feet)  ADJUSTED  
 BJ3467  ___________________________________________________________________
 BJ3467  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3467  DYNAMIC HT  -          21.077 (meters)      69.15  (feet)  COMP
 BJ3467  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ3467
 BJ3467  VERT ORDER  -  SECOND    CLASS I
 BJ3467
 BJ3467.The horizontal coordinates were scaled from a topographic map and have
 BJ3467.an estimated accuracy of +/- 6 seconds.
 BJ3467
 BJ3467.The orthometric height was determined by differential leveling
 BJ3467.and adjusted by the National Geodetic Survey in February 1994..
 BJ3467
 BJ3467.The geoid height was determined by GEOID03.
 BJ3467
 BJ3467.The dynamic height is computed by dividing the NAVD 88
 BJ3467.geopotential number by the normal gravity value computed on the
 BJ3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3467.degrees latitude (g = 980.6199 gals.).
 BJ3467
 BJ3467.The modeled gravity was interpolated from observed gravity values.
 BJ3467
 BJ3467;                    North         East    Units  Estimated Accuracy
 BJ3467;SPC LA S     -   234,710.    1,032,760.      MT  (+/- 180 meters Scaled)
 BJ3467
 BJ3467                          SUPERSEDED SURVEY CONTROL
 BJ3467
 BJ3467.No superseded survey control is available for this station.
 BJ3467
 BJ3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP925888(NAD 83)
 BJ3467_MARKER: DB = BENCH MARK DISK
 BJ3467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3467_SP_SET: CONCRETE POST
 BJ3467_STAMPING: 17 V 23 1983
 BJ3467_MARK LOGO: LADH  
 BJ3467_PROJECTION: FLUSH
 BJ3467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3467+STABILITY: SURFACE MOTION
 BJ3467
 BJ3467  HISTORY     - Date     Condition        Report By
 BJ3467  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3467  HISTORY     - 1987     GOOD             LA-033
 BJ3467
 BJ3467                          STATION DESCRIPTION
 BJ3467
 BJ3467'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3467'9.7 KM (6 MI) SOUTH FROM PRIDE.
 BJ3467'ABOUT 9.7 KM (6.0 MILES) SOUTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3467'OFFICE IN PRIDE TO THE BENCH MARK ON THE LEFT IN FRONT OF FORBES AUTO
 BJ3467'PARTS, 13.4 METERS (44 FEET) EAST-NORTHEAST OF THE CENTER OF HIGHWAY
 BJ3467'409, 12.8 METERS (42 FEET) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 BJ3467'FORBES AUTO PARTS BUILDING, 1.4 METERS (4.5 FEET) SOUTH-SOUTHEAST OF A
 BJ3467'POWER POLE WITH TRNSFORMER, 0.9 METER (3 FEET) NORTHWEST OF A WATER
 BJ3467'METER COVER.
 BJ3467'THE MARK IS 1.22 METERS  SSE FROM A WITNESS POST.
 BJ3467'THE MARK IS 0.60 M BELOW HIGHWAY 409.
 BJ3467
 BJ3467                          STATION RECOVERY (1987)
 BJ3467
 BJ3467'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3468 ***********************************************************************
 BJ3468  DESIGNATION -  17 V 24 LADH
 BJ3468  PID         -  BJ3468
 BJ3468  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3468  USGS QUAD   -  PRIDE (1980)
 BJ3468
 BJ3468                         *CURRENT SURVEY CONTROL
 BJ3468  ___________________________________________________________________
 BJ3468* NAD 83(1986)-  30 37 42.     (N)    090 59 12.     (W)     SCALED    
 BJ3468* NAVD 88     -        21.737  (meters)      71.32   (feet)  ADJUSTED  
 BJ3468  ___________________________________________________________________
 BJ3468  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3468  DYNAMIC HT  -          21.708 (meters)      71.22  (feet)  COMP
 BJ3468  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3468
 BJ3468  VERT ORDER  -  SECOND    CLASS I
 BJ3468
 BJ3468.The horizontal coordinates were scaled from a topographic map and have
 BJ3468.an estimated accuracy of +/- 6 seconds.
 BJ3468
 BJ3468.The orthometric height was determined by differential leveling
 BJ3468.and adjusted by the National Geodetic Survey in February 1994..
 BJ3468
 BJ3468.The geoid height was determined by GEOID03.
 BJ3468
 BJ3468.The dynamic height is computed by dividing the NAVD 88
 BJ3468.geopotential number by the normal gravity value computed on the
 BJ3468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3468.degrees latitude (g = 980.6199 gals.).
 BJ3468
 BJ3468.The modeled gravity was interpolated from observed gravity values.
 BJ3468
 BJ3468;                    North         East    Units  Estimated Accuracy
 BJ3468;SPC LA S     -   235,970.    1,033,240.      MT  (+/- 180 meters Scaled)
 BJ3468
 BJ3468                          SUPERSEDED SURVEY CONTROL
 BJ3468
 BJ3468.No superseded survey control is available for this station.
 BJ3468
 BJ3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP929901(NAD 83)
 BJ3468_MARKER: DB = BENCH MARK DISK
 BJ3468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3468_SP_SET: CONCRETE POST
 BJ3468_STAMPING: 17V24 1983
 BJ3468_MARK LOGO: LADH  
 BJ3468_PROJECTION: FLUSH
 BJ3468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3468+STABILITY: SURFACE MOTION
 BJ3468
 BJ3468  HISTORY     - Date     Condition        Report By
 BJ3468  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3468
 BJ3468                          STATION DESCRIPTION
 BJ3468
 BJ3468'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3468'8.2 KM (5.1 MI) SOUTH FROM PRIDE.
 BJ3468'ABOUT 8.2 KM (5.1 MILES) SOUTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3468'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND ALPHONSE FORBES
 BJ3468'ROAD AND THE MARK ON THE LEFT, 27.1 METERS (89 FEET) NORTH-NORTHEAST
 BJ3468'OF THE CENTER OF ALPHONSE ROAD, 11.3 METERS (37 FEET) EAST-SOUTHEAST
 BJ3468'OF THE CENTER OF HIGHWAY 409, 2.1 METERS (7 FEET) SOUTH OF AN EAST
 BJ3468'BATON ROUGE PARISH RIGHT-OF-WAY MARKER AND 0.8 METERS (2.5 FEET)
 BJ3468'WEST-SOUTHWEST OF A FENCE.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE
 BJ3468'MONUMENT.
 BJ3468'THE MARK IS 0.46 METERS  WSW FROM A WITNESS POST.
 BJ3468'THE MARK IS 0.91 M BELOW STATE HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3469 ***********************************************************************
 BJ3469  DESIGNATION -  17 V 25 LADH
 BJ3469  PID         -  BJ3469
 BJ3469  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3469  USGS QUAD   -  PRIDE (1980)
 BJ3469
 BJ3469                         *CURRENT SURVEY CONTROL
 BJ3469  ___________________________________________________________________
 BJ3469* NAD 83(1986)-  30 38 27.     (N)    090 58 48.     (W)     SCALED    
 BJ3469* NAVD 88     -        26.674  (meters)      87.51   (feet)  ADJUSTED  
 BJ3469  ___________________________________________________________________
 BJ3469  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3469  DYNAMIC HT  -          26.640 (meters)      87.40  (feet)  COMP
 BJ3469  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3469
 BJ3469  VERT ORDER  -  SECOND    CLASS I
 BJ3469
 BJ3469.The horizontal coordinates were scaled from a topographic map and have
 BJ3469.an estimated accuracy of +/- 6 seconds.
 BJ3469
 BJ3469.The orthometric height was determined by differential leveling
 BJ3469.and adjusted by the National Geodetic Survey in February 1994..
 BJ3469
 BJ3469.The geoid height was determined by GEOID03.
 BJ3469
 BJ3469.The dynamic height is computed by dividing the NAVD 88
 BJ3469.geopotential number by the normal gravity value computed on the
 BJ3469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3469.degrees latitude (g = 980.6199 gals.).
 BJ3469
 BJ3469.The modeled gravity was interpolated from observed gravity values.
 BJ3469
 BJ3469;                    North         East    Units  Estimated Accuracy
 BJ3469;SPC LA S     -   237,360.    1,033,870.      MT  (+/- 180 meters Scaled)
 BJ3469
 BJ3469                          SUPERSEDED SURVEY CONTROL
 BJ3469
 BJ3469.No superseded survey control is available for this station.
 BJ3469
 BJ3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP935915(NAD 83)
 BJ3469_MARKER: DB = BENCH MARK DISK
 BJ3469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3469_SP_SET: CONCRETE POST
 BJ3469_STAMPING: 17V25 1983
 BJ3469_MARK LOGO: LADH  
 BJ3469_PROJECTION: FLUSH
 BJ3469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3469+STABILITY: SURFACE MOTION
 BJ3469
 BJ3469  HISTORY     - Date     Condition        Report By
 BJ3469  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3469
 BJ3469                          STATION DESCRIPTION
 BJ3469
 BJ3469'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3469'6.6 KM (4.1 MI) SOUTH FROM PRIDE.
 BJ3469'ABOUT 6.6 KM (4.1 MILES) SOUTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3469'OFFICE IN PRIDE TO THE BENCH MARK ON THE LEFT AND NORTH OF A BLACK TOP
 BJ3469'ROAD LEADING EAST, 25 METERS (82 FEET) NORTH OF THE CENTER OF A BLACK
 BJ3469'TOP ROAD, 21.9 METERS (72 FEET) NORTH-NORTHWEST OF A POWER POLE WITH
 BJ3469'TRANSFORMER, 8.5 METERS (28 FEET) EAST OF THE CENTER OF HIGHWAY 409,
 BJ3469'2.6 METERS (8.5 FEET) SOUTH-SOUTHEAST OF THE SOUTH END OF A CEMENT
 BJ3469'CULVERT UNDER A DRIVE.
 BJ3469'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3469'THE MARK IS ABOVE LEVEL WITH HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3470 ***********************************************************************
 BJ3470  DESIGNATION -  17 V 26 LADH
 BJ3470  PID         -  BJ3470
 BJ3470  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3470  USGS QUAD   -  PRIDE (1980)
 BJ3470
 BJ3470                         *CURRENT SURVEY CONTROL
 BJ3470  ___________________________________________________________________
 BJ3470* NAD 83(1986)-  30 39 02.     (N)    090 58 36.     (W)     SCALED    
 BJ3470* NAVD 88     -        24.891  (meters)      81.66   (feet)  ADJUSTED  
 BJ3470  ___________________________________________________________________
 BJ3470  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3470  DYNAMIC HT  -          24.859 (meters)      81.56  (feet)  COMP
 BJ3470  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BJ3470
 BJ3470  VERT ORDER  -  SECOND    CLASS I
 BJ3470
 BJ3470.The horizontal coordinates were scaled from a topographic map and have
 BJ3470.an estimated accuracy of +/- 6 seconds.
 BJ3470
 BJ3470.The orthometric height was determined by differential leveling
 BJ3470.and adjusted by the National Geodetic Survey in February 1994..
 BJ3470
 BJ3470.The geoid height was determined by GEOID03.
 BJ3470
 BJ3470.The dynamic height is computed by dividing the NAVD 88
 BJ3470.geopotential number by the normal gravity value computed on the
 BJ3470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3470.degrees latitude (g = 980.6199 gals.).
 BJ3470
 BJ3470.The modeled gravity was interpolated from observed gravity values.
 BJ3470
 BJ3470;                    North         East    Units  Estimated Accuracy
 BJ3470;SPC LA S     -   238,440.    1,034,190.      MT  (+/- 180 meters Scaled)
 BJ3470
 BJ3470                          SUPERSEDED SURVEY CONTROL
 BJ3470
 BJ3470.No superseded survey control is available for this station.
 BJ3470
 BJ3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP938926(NAD 83)
 BJ3470_MARKER: DB = BENCH MARK DISK
 BJ3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3470_SP_SET: CONCRETE POST
 BJ3470_STAMPING: 17V26 1983
 BJ3470_MARK LOGO: LADH  
 BJ3470_PROJECTION: FLUSH
 BJ3470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3470+STABILITY: SURFACE MOTION
 BJ3470
 BJ3470  HISTORY     - Date     Condition        Report By
 BJ3470  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3470
 BJ3470                          STATION DESCRIPTION
 BJ3470
 BJ3470'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3470'5.3 KM (3.3 MI) SOUTH FROM PRIDE.
 BJ3470'ABOUT 5.3 KM (3.3 MILES) SOUTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3470'OFFICE IN PRIDE TO THE BENCH MARK ON THE LEFT AND SOUTH OF STONEY
 BJ3470'POINT BURCH ROAD LEADING EAST, 29.6 METERS (97 FEET) EAST-SOUTHEAST OF
 BJ3470'THE CENTER OF HIGHWAY 409, 14.9 METERS (49 FEET) SOUTHWEST OF THE
 BJ3470'CENTER OF BURCH ROAD, 14 METERS (46 FEET) WEST OF A TELEPHONE REPAIR
 BJ3470'BOX, 1.2 METERS (4 FEET) NORTH-NORTHWEST OF A NET WIRE FENCE,  A STEEL
 BJ3470'SPIKE IS IMBEDDED IN THE CONCRETE MONUMENT.
 BJ3470'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 BJ3470'THE MARK IS 0.61 M BELOW HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3471 ***********************************************************************
 BJ3471  DESIGNATION -  17 V 27 LADH
 BJ3471  PID         -  BJ3471
 BJ3471  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3471  USGS QUAD   -  PRIDE (1980)
 BJ3471
 BJ3471                         *CURRENT SURVEY CONTROL
 BJ3471  ___________________________________________________________________
 BJ3471* NAD 83(1986)-  30 38 57.     (N)    090 57 54.     (W)     SCALED    
 BJ3471* NAVD 88     -        25.074  (meters)      82.26   (feet)  ADJUSTED  
 BJ3471  ___________________________________________________________________
 BJ3471  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3471  DYNAMIC HT  -          25.041 (meters)      82.16  (feet)  COMP
 BJ3471  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3471
 BJ3471  VERT ORDER  -  SECOND    CLASS I
 BJ3471
 BJ3471.The horizontal coordinates were scaled from a topographic map and have
 BJ3471.an estimated accuracy of +/- 6 seconds.
 BJ3471
 BJ3471.The orthometric height was determined by differential leveling
 BJ3471.and adjusted by the National Geodetic Survey in February 1994..
 BJ3471
 BJ3471.The geoid height was determined by GEOID03.
 BJ3471
 BJ3471.The dynamic height is computed by dividing the NAVD 88
 BJ3471.geopotential number by the normal gravity value computed on the
 BJ3471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3471.degrees latitude (g = 980.6199 gals.).
 BJ3471
 BJ3471.The modeled gravity was interpolated from observed gravity values.
 BJ3471
 BJ3471;                    North         East    Units  Estimated Accuracy
 BJ3471;SPC LA S     -   238,290.    1,035,310.      MT  (+/- 180 meters Scaled)
 BJ3471
 BJ3471                          SUPERSEDED SURVEY CONTROL
 BJ3471
 BJ3471.No superseded survey control is available for this station.
 BJ3471
 BJ3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP950924(NAD 83)
 BJ3471_MARKER: DB = BENCH MARK DISK
 BJ3471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3471_SP_SET: CONCRETE POST
 BJ3471_STAMPING: 17V27 1983
 BJ3471_MARK LOGO: LADH  
 BJ3471_PROJECTION: FLUSH
 BJ3471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3471+STABILITY: SURFACE MOTION
 BJ3471
 BJ3471  HISTORY     - Date     Condition        Report By
 BJ3471  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3471
 BJ3471                          STATION DESCRIPTION
 BJ3471
 BJ3471'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3471'6.9 KM (4.3 MI) SOUTH FROM PRIDE.
 BJ3471'ABOUT 5.3 KM (3.3 MILES) SOUTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3471'OFFICE IN PRIDE TO THE JUNCTION OF STONEY POINT BURCH ROAD, THENCE
 BJ3471'LEFT ON BURCH ROAD FOR 1.6 KM (1.0 MILE) TO THE BENCH MARK ON THE
 BJ3471'RIGHT, 15.5 METERS (51 FEET) SOUTH-SOUTHEAST OF THE CENTER OF BURCH
 BJ3471'ROAD, 13.9 METERS (45.5 FEET) EAST-SOUTHEAST OF THE EAST END OF A
 BJ3471'CEMENT CULVERT UNDER A DRIVE LEADING INTO A WOOD FRAME HOUSE,
 BJ3471'9.4 METERS (31 FEET) SOUTH-SOUTHWEST OF THE WEST END OF A CEMENT
 BJ3471'CULVERT LEADING TO A BRICK HOUSE, 0.9 METERS (3 FEET) SOUTH OF A POWER
 BJ3471'POLE WITH TRANSFORMER.
 BJ3471'THE MARK IS 1.83 METERS  NNW FROM A WITNESS POST.
 BJ3471'THE MARK IS 0.61 M BELOW BURCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3472 ***********************************************************************
 BJ3472  DESIGNATION -  17 V 28 LADH
 BJ3472  PID         -  BJ3472
 BJ3472  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3472  USGS QUAD   -  PRIDE (1980)
 BJ3472
 BJ3472                         *CURRENT SURVEY CONTROL
 BJ3472  ___________________________________________________________________
 BJ3472* NAD 83(1986)-  30 38 34.     (N)    090 56 54.     (W)     SCALED    
 BJ3472* NAVD 88     -        26.456  (meters)      86.80   (feet)  ADJUSTED  
 BJ3472  ___________________________________________________________________
 BJ3472  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3472  DYNAMIC HT  -          26.422 (meters)      86.69  (feet)  COMP
 BJ3472  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3472
 BJ3472  VERT ORDER  -  SECOND    CLASS I
 BJ3472
 BJ3472.The horizontal coordinates were scaled from a topographic map and have
 BJ3472.an estimated accuracy of +/- 6 seconds.
 BJ3472
 BJ3472.The orthometric height was determined by differential leveling
 BJ3472.and adjusted by the National Geodetic Survey in February 1994..
 BJ3472
 BJ3472.The geoid height was determined by GEOID03.
 BJ3472
 BJ3472.The dynamic height is computed by dividing the NAVD 88
 BJ3472.geopotential number by the normal gravity value computed on the
 BJ3472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3472.degrees latitude (g = 980.6199 gals.).
 BJ3472
 BJ3472.The modeled gravity was interpolated from observed gravity values.
 BJ3472
 BJ3472;                    North         East    Units  Estimated Accuracy
 BJ3472;SPC LA S     -   237,580.    1,036,910.      MT  (+/- 180 meters Scaled)
 BJ3472
 BJ3472                          SUPERSEDED SURVEY CONTROL
 BJ3472
 BJ3472.No superseded survey control is available for this station.
 BJ3472
 BJ3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP966918(NAD 83)
 BJ3472_MARKER: DB = BENCH MARK DISK
 BJ3472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3472_SP_SET: CONCRETE POST
 BJ3472_STAMPING: 17V28 1983
 BJ3472_MARK LOGO: LADH  
 BJ3472_PROJECTION: FLUSH
 BJ3472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3472+STABILITY: SURFACE MOTION
 BJ3472
 BJ3472  HISTORY     - Date     Condition        Report By
 BJ3472  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3472
 BJ3472                          STATION DESCRIPTION
 BJ3472
 BJ3472'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3472'8.7 KM (5.4 MI) SE FROM PRIDE.
 BJ3472'ABOUT 5.3 KM (3.3 MILES) SOUTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3472'OFFICE IN PRIDE TO THE JUNCTION OF STONEY POINT BURCH ROAD, THENCE
 BJ3472'LEFT ON BURCH ROAD FOR 3.4 KM (2.1 MILES) TO THE BENCH MARK ON THE
 BJ3472'LEFT, 37.3 METERS (122.5 FEET) EAST OF THE EAST END OF A CEMENT
 BJ3472'CULVERT UNDER A DRIVE LEADING TO A WOODED AREA, 11.6 METERS (38 FEET)
 BJ3472'NORTH-NORTHEAST OF THE CENTER OF BURCH ROAD, 0.3 METERS (1 FEET) SOUTH
 BJ3472'SOUTHWEST OF A FIVE-STRAND BARBED WIRE FENCE.
 BJ3472'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 BJ3472'THE MARK IS 0.30 M BELOW BURCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3494 ***********************************************************************
 BJ3494  DESIGNATION -  17 V 29 LADH
 BJ3494  PID         -  BJ3494
 BJ3494  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3494  USGS QUAD   -  PRIDE (1980)
 BJ3494
 BJ3494                         *CURRENT SURVEY CONTROL
 BJ3494  ___________________________________________________________________
 BJ3494* NAD 83(1986)-  30 41 40.     (N)    090 53 00.     (W)     SCALED    
 BJ3494* NAVD 88     -        32.031  (meters)     105.09   (feet)  ADJUSTED  
 BJ3494  ___________________________________________________________________
 BJ3494  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3494  DYNAMIC HT  -          31.989 (meters)     104.95  (feet)  COMP
 BJ3494  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BJ3494
 BJ3494  VERT ORDER  -  SECOND    CLASS I
 BJ3494
 BJ3494.The horizontal coordinates were scaled from a topographic map and have
 BJ3494.an estimated accuracy of +/- 6 seconds.
 BJ3494
 BJ3494.The orthometric height was determined by differential leveling
 BJ3494.and adjusted by the National Geodetic Survey in February 1994..
 BJ3494
 BJ3494.The geoid height was determined by GEOID03.
 BJ3494
 BJ3494.The dynamic height is computed by dividing the NAVD 88
 BJ3494.geopotential number by the normal gravity value computed on the
 BJ3494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3494.degrees latitude (g = 980.6199 gals.).
 BJ3494
 BJ3494.The modeled gravity was interpolated from observed gravity values.
 BJ3494
 BJ3494;                    North         East    Units  Estimated Accuracy
 BJ3494;SPC LA S     -   243,330.    1,043,110.      MT  (+/- 180 meters Scaled)
 BJ3494
 BJ3494                          SUPERSEDED SURVEY CONTROL
 BJ3494
 BJ3494.No superseded survey control is available for this station.
 BJ3494
 BJ3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP027976(NAD 83)
 BJ3494_MARKER: DB = BENCH MARK DISK
 BJ3494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3494_SP_SET: CONCRETE POST
 BJ3494_STAMPING: 17V29 1983
 BJ3494_MARK LOGO: LADH  
 BJ3494_PROJECTION: FLUSH
 BJ3494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3494+STABILITY: SURFACE MOTION
 BJ3494
 BJ3494  HISTORY     - Date     Condition        Report By
 BJ3494  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3494
 BJ3494                          STATION DESCRIPTION
 BJ3494
 BJ3494'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3494'13.1 KM (8.1 MI) EAST FROM PRIDE.
 BJ3494'ABOUT 2.4 KM (1.5 MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3494'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3494'THENCE RIGHT AND EAST ON MAHONEY ROAD FOR 3.1 KM (1.9 MILES) TO THE
 BJ3494'JUNCTION OF MAHONEY ROAD AND PRIDE-BAYWOOD ROAD, THENCE LEFT AND EAST
 BJ3494'ON PRIDE-BAYWOOD ROAD FOR 7.6 KM (4.7 MILES) TO THE JUNCTION OF THE
 BJ3494'PRIDE-BAYWOOD ROAD AND STATE HIGHWAY 37 WITH THE BENCH MARK SET ON THE
 BJ3494'LEFT, 24.7 METERS (81 FEET) NORTHEAST OF THE CENTER OF PRIDE-BAYWOOD
 BJ3494'ROAD, 14 METERS (46 FEET) WEST-NORTHWEST OF THE CENTER OF HIGHWAY 37,
 BJ3494'4.9 METERS (16 FEET) WEST OF A FENCE CORNER AND 1.2 METERS (4 FEET)
 BJ3494'SOUTH OF A 4-STRAND BARB WIRE FENCE.
 BJ3494'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 BJ3494'THE MARK IS ABOVE LEVEL WITH HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2101 ***********************************************************************
 BJ2101  DESIGNATION -  17 V 3 LADH
 BJ2101  PID         -  BJ2101
 BJ2101  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2101  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2101
 BJ2101                         *CURRENT SURVEY CONTROL
 BJ2101  ___________________________________________________________________
 BJ2101* NAD 83(1986)-  30 23 09.     (N)    091 10 12.     (W)     SCALED    
 BJ2101* NAVD 88     -         6.19   (+/-2cm)      20.3    (feet)  VERTCON   
 BJ2101  ___________________________________________________________________
 BJ2101  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ2101
 BJ2101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2101
 BJ2101.The horizontal coordinates were scaled from a topographic map and have
 BJ2101.an estimated accuracy of +/- 6 seconds.
 BJ2101
 BJ2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2101.The vertical order pertains to the NGVD 29 superseded value.
 BJ2101
 BJ2101.The geoid height was determined by GEOID03.
 BJ2101
 BJ2101;                    North         East    Units  Estimated Accuracy
 BJ2101;SPC LA S     -   209,050.    1,015,700.      MT  (+/- 180 meters Scaled)
 BJ2101
 BJ2101                          SUPERSEDED SURVEY CONTROL
 BJ2101
 BJ2101  NGVD 29 (??/??/??)    6.218  (m)           20.40   (f) ADJUSTED    2 0
 BJ2101
 BJ2101.Superseded values are not recommended for survey control.
 BJ2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2101.See file dsdata.txt to determine how the superseded data were derived.
 BJ2101
 BJ2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP758629(NAD 83)
 BJ2101_MARKER: DD = SURVEY DISK
 BJ2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2101_STAMPING: 17V3 1968
 BJ2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2101+STABILITY: SURFACE MOTION
 BJ2101
 BJ2101  HISTORY     - Date     Condition        Report By
 BJ2101  HISTORY     - 1968     MONUMENTED       LADH
 BJ2101  HISTORY     - 1969     GOOD             LADTD
 BJ2101  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 BJ2101
 BJ2101                          STATION DESCRIPTION
 BJ2101
 BJ2101'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2101'2.0 MI S FROM BATON ROUGE.
 BJ2101'ABOUT 2.0 MILES SOUTH ALONG NEW STATE HIGHWAY 30 FROM INTERSECTION OF
 BJ2101'STATE HIGHWAY 30 AND 327 NEAR SOUTHWEST CORNER OF LOUISIANA STATE
 BJ2101'UNIVERSITY FOOTBALL STADIUM.  IT IS 127.0 FEET WEST OF CENTERLINE OF
 BJ2101'NEW STATE HIGHWAY 30, 49.2 FEET WEST OF WEST RAIL OF KANSAS CITY
 BJ2101'SOUTHERN RAILROAD, 73.5 FEET EAST OF NORTHEAST CORNER OF ARLINGTON
 BJ2101'SCHOOL, 175.0 FEET SOUTH OF CENTERLINE OF DEAN LEE DRIVE ALONG
 BJ2101'RAILROAD RIGHT-OF-WAY.  SET IN TOP OF A CONCRETE POST PROJECTING
 BJ2101'APPROXIMATELY 3 INCHES ABOVE GROUND LEVEL AND 2.3 FEET WEST OF STEEL
 BJ2101'WITNESS POST.
 BJ2101
 BJ2101                          STATION RECOVERY (1998)
 BJ2101
 BJ2101'RECOVERY NOTE BY US POWER SQUADRON 1998
 BJ2101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3477 ***********************************************************************
 BJ3477  DESIGNATION -  17 V 30 LADH
 BJ3477  PID         -  BJ3477
 BJ3477  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3477  USGS QUAD   -  PRIDE (1980)
 BJ3477
 BJ3477                         *CURRENT SURVEY CONTROL
 BJ3477  ___________________________________________________________________
 BJ3477* NAD 83(1986)-  30 39 51.     (N)    090 58 19.     (W)     SCALED    
 BJ3477* NAVD 88     -        28.159  (meters)      92.39   (feet)  ADJUSTED  
 BJ3477  ___________________________________________________________________
 BJ3477  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3477  DYNAMIC HT  -          28.123 (meters)      92.27  (feet)  COMP
 BJ3477  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BJ3477
 BJ3477  VERT ORDER  -  SECOND    CLASS I
 BJ3477
 BJ3477.The horizontal coordinates were scaled from a topographic map and have
 BJ3477.an estimated accuracy of +/- 6 seconds.
 BJ3477
 BJ3477.The orthometric height was determined by differential leveling
 BJ3477.and adjusted by the National Geodetic Survey in February 1994..
 BJ3477
 BJ3477.The geoid height was determined by GEOID03.
 BJ3477
 BJ3477.The dynamic height is computed by dividing the NAVD 88
 BJ3477.geopotential number by the normal gravity value computed on the
 BJ3477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3477.degrees latitude (g = 980.6199 gals.).
 BJ3477
 BJ3477.The modeled gravity was interpolated from observed gravity values.
 BJ3477
 BJ3477;                    North         East    Units  Estimated Accuracy
 BJ3477;SPC LA S     -   239,950.    1,034,630.      MT  (+/- 180 meters Scaled)
 BJ3477
 BJ3477                          SUPERSEDED SURVEY CONTROL
 BJ3477
 BJ3477.No superseded survey control is available for this station.
 BJ3477
 BJ3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP943941(NAD 83)
 BJ3477_MARKER: DB = BENCH MARK DISK
 BJ3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3477_SP_SET: CONCRETE POST
 BJ3477_STAMPING: 17V30 1983
 BJ3477_MARK LOGO: LADH  
 BJ3477_PROJECTION: FLUSH
 BJ3477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3477+STABILITY: SURFACE MOTION
 BJ3477
 BJ3477  HISTORY     - Date     Condition        Report By
 BJ3477  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3477
 BJ3477                          STATION DESCRIPTION
 BJ3477
 BJ3477'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3477'3.7 KM (2.3 MI) SOUTH FROM PRIDE.
 BJ3477'ABOUT 3.7 KM (2.3 MILES) SOUTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3477'OFFICE IN PRIDE TO THE BENCH MARK ON THE RIGHT AND SOUTH OF MILLDALE
 BJ3477'ROAD, 29.3 METERS (96 FEET) WEST OF THE CENTER OF HIGHWAY 409,
 BJ3477'17.7 METERS (58 FEET) WEST-SOUTHWEST OF THE SOUTH END OF A CEMENT
 BJ3477'CULVERT UNDER MILLDALE ROAD, 16.5 METERS (54 FEET) SOUTH OF THE CENTER
 BJ3477'OF MILLDALE ROAD, 5.2 METERS (17 FEET) SOUTHEAST OF A POWER POLE WITH
 BJ3477'THREE TRANSFORMERS ATTACHED, 0.9 METERS (3 FEET) NORTHEAST OF A NET
 BJ3477'WIRE FENCE.
 BJ3477'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3477'THE MARK IS 0.61 M BELOW HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3482 ***********************************************************************
 BJ3482  DESIGNATION -  17 V 31 LADH
 BJ3482  PID         -  BJ3482
 BJ3482  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3482  USGS QUAD   -  PRIDE (1980)
 BJ3482
 BJ3482                         *CURRENT SURVEY CONTROL
 BJ3482  ___________________________________________________________________
 BJ3482* NAD 83(1986)-  30 40 41.     (N)    090 58 27.     (W)     SCALED    
 BJ3482* NAVD 88     -        29.516  (meters)      96.84   (feet)  ADJUSTED  
 BJ3482  ___________________________________________________________________
 BJ3482  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3482  DYNAMIC HT  -          29.478 (meters)      96.71  (feet)  COMP
 BJ3482  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ3482
 BJ3482  VERT ORDER  -  SECOND    CLASS I
 BJ3482
 BJ3482.The horizontal coordinates were scaled from a topographic map and have
 BJ3482.an estimated accuracy of +/- 6 seconds.
 BJ3482
 BJ3482.The orthometric height was determined by differential leveling
 BJ3482.and adjusted by the National Geodetic Survey in February 1994..
 BJ3482
 BJ3482.The geoid height was determined by GEOID03.
 BJ3482
 BJ3482.The dynamic height is computed by dividing the NAVD 88
 BJ3482.geopotential number by the normal gravity value computed on the
 BJ3482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3482.degrees latitude (g = 980.6199 gals.).
 BJ3482
 BJ3482.The modeled gravity was interpolated from observed gravity values.
 BJ3482
 BJ3482;                    North         East    Units  Estimated Accuracy
 BJ3482;SPC LA S     -   241,490.    1,034,420.      MT  (+/- 180 meters Scaled)
 BJ3482
 BJ3482                          SUPERSEDED SURVEY CONTROL
 BJ3482
 BJ3482.No superseded survey control is available for this station.
 BJ3482
 BJ3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP940956(NAD 83)
 BJ3482_MARKER: DB = BENCH MARK DISK
 BJ3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3482_SP_SET: CONCRETE POST
 BJ3482_STAMPING: 17V31 1983
 BJ3482_MARK LOGO: LADH  
 BJ3482_PROJECTION: FLUSH
 BJ3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3482+STABILITY: SURFACE MOTION
 BJ3482
 BJ3482  HISTORY     - Date     Condition        Report By
 BJ3482  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3482
 BJ3482                          STATION DESCRIPTION
 BJ3482
 BJ3482'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3482'1.9 KM (1.2 MI) SOUTH FROM PRIDE.
 BJ3482'ABOUT 1.9 KM (1.2 MILES) SOUTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3482'OFFICE IN PRIDE TO THE BENCH MARK ON THE RIGHT AND SOUTH OF A BLACK
 BJ3482'TOP ROAD LEADING WEST, 23.8 METERS (78 FEET) WEST OF THE CENTER OF
 BJ3482'HIGHWAY 409, 14.3 METERS (47 FEET) SOUTH OF THE CENTER OF A BLACK TOP
 BJ3482'HIGHWAY, 10.1 METERS (33 FEET) SOUTHWEST OF POWER POLE NUMBER MN106,
 BJ3482'9.4 METERS (31 FEET) NORTHWEST OF A 17-INCH PINE TREE, 3 METERS (10
 BJ3482'FEET) EAST OF A POWER POLE.
 BJ3482'THE MARK IS 0.30 METERS  NNE FROM A WITNESS POST.
 BJ3482'THE MARK IS 0.30 M BELOW HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3483 ***********************************************************************
 BJ3483  DESIGNATION -  17 V 32 LADH
 BJ3483  PID         -  BJ3483
 BJ3483  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3483  USGS QUAD   -  PRIDE (1980)
 BJ3483
 BJ3483                         *CURRENT SURVEY CONTROL
 BJ3483  ___________________________________________________________________
 BJ3483* NAD 83(1986)-  30 41 34.     (N)    090 58 41.     (W)     SCALED    
 BJ3483* NAVD 88     -        32.575  (meters)     106.87   (feet)  ADJUSTED  
 BJ3483  ___________________________________________________________________
 BJ3483  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3483  DYNAMIC HT  -          32.532 (meters)     106.73  (feet)  COMP
 BJ3483  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ3483
 BJ3483  VERT ORDER  -  SECOND    CLASS I
 BJ3483
 BJ3483.The horizontal coordinates were scaled from a topographic map and have
 BJ3483.an estimated accuracy of +/- 6 seconds.
 BJ3483
 BJ3483.The orthometric height was determined by differential leveling
 BJ3483.and adjusted by the National Geodetic Survey in February 1994..
 BJ3483
 BJ3483.The geoid height was determined by GEOID03.
 BJ3483
 BJ3483.The dynamic height is computed by dividing the NAVD 88
 BJ3483.geopotential number by the normal gravity value computed on the
 BJ3483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3483.degrees latitude (g = 980.6199 gals.).
 BJ3483
 BJ3483.The modeled gravity was interpolated from observed gravity values.
 BJ3483
 BJ3483;                    North         East    Units  Estimated Accuracy
 BJ3483;SPC LA S     -   243,120.    1,034,040.      MT  (+/- 180 meters Scaled)
 BJ3483
 BJ3483                          SUPERSEDED SURVEY CONTROL
 BJ3483
 BJ3483.No superseded survey control is available for this station.
 BJ3483
 BJ3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP936972(NAD 83)
 BJ3483_MARKER: DB = BENCH MARK DISK
 BJ3483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3483_SP_SET: CONCRETE POST
 BJ3483_STAMPING: 17V32 1983
 BJ3483_MARK LOGO: LADH  
 BJ3483_PROJECTION: FLUSH
 BJ3483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3483+STABILITY: SURFACE MOTION
 BJ3483
 BJ3483  HISTORY     - Date     Condition        Report By
 BJ3483  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3483
 BJ3483                          STATION DESCRIPTION
 BJ3483
 BJ3483'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3483'IN PRIDE.
 BJ3483'IN PRIDE, IN FRONT OF THE POST OFFICE, 21.9 METERS (72 FEET)
 BJ3483'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 409, 12.5 METERS (41
 BJ3483'FEET) SOUTHEAST OF A POWER POLE, 11.1 METERS (36.5 FEET)
 BJ3483'NORTH-NORTHEAST OF A 20-INCH WATER OAK, 8.1 METERS (26.5 FEET)
 BJ3483'SOUTH-SOUTHEAST OF A FIRE HYDRANT, 0.6 METERS (2 FEET) WEST OF THE
 BJ3483'NORTHWEST CORNER OF THE POST OFFICE.
 BJ3483'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 BJ3483'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3484 ***********************************************************************
 BJ3484  DESIGNATION -  17 V 33 LADH
 BJ3484  PID         -  BJ3484
 BJ3484  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3484  USGS QUAD   -  PRIDE (1980)
 BJ3484
 BJ3484                         *CURRENT SURVEY CONTROL
 BJ3484  ___________________________________________________________________
 BJ3484* NAD 83(1986)-  30 42 27.     (N)    090 58 16.     (W)     SCALED    
 BJ3484* NAVD 88     -        34.805  (meters)     114.19   (feet)  ADJUSTED  
 BJ3484  ___________________________________________________________________
 BJ3484  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3484  DYNAMIC HT  -          34.760 (meters)     114.04  (feet)  COMP
 BJ3484  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ3484
 BJ3484  VERT ORDER  -  SECOND    CLASS I
 BJ3484
 BJ3484.The horizontal coordinates were scaled from a topographic map and have
 BJ3484.an estimated accuracy of +/- 6 seconds.
 BJ3484
 BJ3484.The orthometric height was determined by differential leveling
 BJ3484.and adjusted by the National Geodetic Survey in February 1994..
 BJ3484
 BJ3484.The geoid height was determined by GEOID03.
 BJ3484
 BJ3484.The dynamic height is computed by dividing the NAVD 88
 BJ3484.geopotential number by the normal gravity value computed on the
 BJ3484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3484.degrees latitude (g = 980.6199 gals.).
 BJ3484
 BJ3484.The modeled gravity was interpolated from observed gravity values.
 BJ3484
 BJ3484;                    North         East    Units  Estimated Accuracy
 BJ3484;SPC LA S     -   244,750.    1,034,700.      MT  (+/- 180 meters Scaled)
 BJ3484
 BJ3484                          SUPERSEDED SURVEY CONTROL
 BJ3484
 BJ3484.No superseded survey control is available for this station.
 BJ3484
 BJ3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP942989(NAD 83)
 BJ3484_MARKER: DB = BENCH MARK DISK
 BJ3484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3484_SP_SET: CONCRETE POST
 BJ3484_STAMPING: 17V33 1983
 BJ3484_MARK LOGO: LADH  
 BJ3484_PROJECTION: FLUSH
 BJ3484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3484+STABILITY: SURFACE MOTION
 BJ3484
 BJ3484  HISTORY     - Date     Condition        Report By
 BJ3484  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3484
 BJ3484                          STATION DESCRIPTION
 BJ3484
 BJ3484'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3484'2.4 KM (1.5 MI) NORTH FROM PRIDE.
 BJ3484'ABOUT 2.4 KM (1.5 MILES) NORTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3484'OFFICE IN PRIDE TO THE BENCH MARK ON THE RIGHT AT THE JUNCTION OF
 BJ3484'HIGHWAY 409 AND MAHONEY ROAD, 22.4 METERS (73.5 FEET) SOUTHEAST OF THE
 BJ3484'CENTERLINE OF STATE HIGHWAY 409, 15.5 METERS (51 FEET) NORTHEAST OF
 BJ3484'THE CENTERLINE OF MAHONEY ROAD, 17.7 METERS (58 FEET) SOUTHEAST OF THE
 BJ3484'EAST END OF A CONCRETE CULVERT UNDER 409, 12.5 METERS (41 FEET) EAST
 BJ3484'OF THE NORTH END OF A CEMENT CULVERT ON MAHONEY ROAD, 0.3 METERS (1
 BJ3484'FOOT) WEST OF A FIVE STRAND BARB WIRE FENCE.
 BJ3484'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ3484'THE MARK IS 0.30 M BELOW STATE HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3485 ***********************************************************************
 BJ3485  DESIGNATION -  17 V 34 LADH
 BJ3485  PID         -  BJ3485
 BJ3485  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3485  USGS QUAD   -  PRIDE (1980)
 BJ3485
 BJ3485                         *CURRENT SURVEY CONTROL
 BJ3485  ___________________________________________________________________
 BJ3485* NAD 83(1986)-  30 42 24.     (N)    090 57 11.     (W)     SCALED    
 BJ3485* NAVD 88     -        34.430  (meters)     112.96   (feet)  ADJUSTED  
 BJ3485  ___________________________________________________________________
 BJ3485  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3485  DYNAMIC HT  -          34.385 (meters)     112.81  (feet)  COMP
 BJ3485  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BJ3485
 BJ3485  VERT ORDER  -  SECOND    CLASS I
 BJ3485
 BJ3485.The horizontal coordinates were scaled from a topographic map and have
 BJ3485.an estimated accuracy of +/- 6 seconds.
 BJ3485
 BJ3485.The orthometric height was determined by differential leveling
 BJ3485.and adjusted by the National Geodetic Survey in February 1994..
 BJ3485
 BJ3485.The geoid height was determined by GEOID03.
 BJ3485
 BJ3485.The dynamic height is computed by dividing the NAVD 88
 BJ3485.geopotential number by the normal gravity value computed on the
 BJ3485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3485.degrees latitude (g = 980.6199 gals.).
 BJ3485
 BJ3485.The modeled gravity was interpolated from observed gravity values.
 BJ3485
 BJ3485;                    North         East    Units  Estimated Accuracy
 BJ3485;SPC LA S     -   244,660.    1,036,430.      MT  (+/- 180 meters Scaled)
 BJ3485
 BJ3485                          SUPERSEDED SURVEY CONTROL
 BJ3485
 BJ3485.No superseded survey control is available for this station.
 BJ3485
 BJ3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP960988(NAD 83)
 BJ3485_MARKER: DB = BENCH MARK DISK
 BJ3485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3485_SP_SET: CONCRETE POST
 BJ3485_STAMPING: 17V34 1983
 BJ3485_MARK LOGO: LADH  
 BJ3485_PROJECTION: RECESSED 15 CENTIMETERS
 BJ3485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3485+STABILITY: SURFACE MOTION
 BJ3485
 BJ3485  HISTORY     - Date     Condition        Report By
 BJ3485  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3485
 BJ3485                          STATION DESCRIPTION
 BJ3485
 BJ3485'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3485'4.2 KM (2.6 MI) NE FROM PRIDE.
 BJ3485'ABOUT 2.4 KM (1.5MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3485'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3485'THENCE RIGHT ON MAHONEY ROAD FOR 1.8 KM (1.1 MILES) TO THE STATION ON
 BJ3485'THE RIGHT, 18.6 METERS (61 FEET) SOUTH OF THE CENTER OF MAHONEY ROAD,
 BJ3485'12.2 METERS (40 FEET) SOUTHWEST OF THE EAST END OF A CEMENT CULVERT
 BJ3485'UNDER A DRIVE TO A FIELD, 4.0 METERS (13 FEET) EAST OF A 24-INCH PINE
 BJ3485'TREE AND 1.5 METERS (5 FEET) NORTHWEST OF A 14-INCH OAK TREE.
 BJ3485'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3485'THE MARK IS ABOVE LEVEL WITH MAHONEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3486 ***********************************************************************
 BJ3486  DESIGNATION -  17 V 35 LADH
 BJ3486  PID         -  BJ3486
 BJ3486  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3486  USGS QUAD   -  PRIDE (1980)
 BJ3486
 BJ3486                         *CURRENT SURVEY CONTROL
 BJ3486  ___________________________________________________________________
 BJ3486* NAD 83(1986)-  30 42 25.     (N)    090 56 31.     (W)     SCALED    
 BJ3486* NAVD 88     -        41.500  (meters)     136.15   (feet)  ADJUSTED  
 BJ3486  ___________________________________________________________________
 BJ3486  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3486  DYNAMIC HT  -          41.446 (meters)     135.98  (feet)  COMP
 BJ3486  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BJ3486
 BJ3486  VERT ORDER  -  SECOND    CLASS I
 BJ3486
 BJ3486.The horizontal coordinates were scaled from a topographic map and have
 BJ3486.an estimated accuracy of +/- 6 seconds.
 BJ3486
 BJ3486.The orthometric height was determined by differential leveling
 BJ3486.and adjusted by the National Geodetic Survey in February 1994..
 BJ3486
 BJ3486.The geoid height was determined by GEOID03.
 BJ3486
 BJ3486.The dynamic height is computed by dividing the NAVD 88
 BJ3486.geopotential number by the normal gravity value computed on the
 BJ3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3486.degrees latitude (g = 980.6199 gals.).
 BJ3486
 BJ3486.The modeled gravity was interpolated from observed gravity values.
 BJ3486
 BJ3486;                    North         East    Units  Estimated Accuracy
 BJ3486;SPC LA S     -   244,700.    1,037,490.      MT  (+/- 180 meters Scaled)
 BJ3486
 BJ3486                          SUPERSEDED SURVEY CONTROL
 BJ3486
 BJ3486.No superseded survey control is available for this station.
 BJ3486
 BJ3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP970989(NAD 83)
 BJ3486_MARKER: DB = BENCH MARK DISK
 BJ3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3486_SP_SET: CONCRETE POST
 BJ3486_STAMPING: 17V35 1983
 BJ3486_MARK LOGO: LADH  
 BJ3486_PROJECTION: FLUSH
 BJ3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3486+STABILITY: SURFACE MOTION
 BJ3486
 BJ3486  HISTORY     - Date     Condition        Report By
 BJ3486  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3486
 BJ3486                          STATION DESCRIPTION
 BJ3486
 BJ3486'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3486'5.5 KM (3.4 MI) NE FROM PRIDE.
 BJ3486'ABOUT 2.4 KM (1.5 MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3486'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3486'THENCE RIGHT ON MAHONEY ROAD FOR 3.1 KM (1.9 MILES) TO THE JUNCTION OF
 BJ3486'MAHONEY ROAD AND PRIDE-BAYWOOD ROAD AND THE STATION ON THE LEFT,
 BJ3486'31.7 METERS (104 FEET) WEST-NORTHWEST OF THE CENTER OF PRIDE-BAYWOOD
 BJ3486'ROAD, 18.6 METERS (61 FEET) NORTH OF THE CENTER OF MAHONEY ROAD,
 BJ3486'16.2 METERS (53 FEET) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 BJ3486'13.7 METERS (45 FEET) NORTHEAST OF THE EAST END OF A METAL CULVERT
 BJ3486'UNDER A DRIVE LEADING TO A CEMENT BLOCK BUILDING AND 7.9 METERS (26
 BJ3486'FEET) SOUTHWEST OF A 25-INCH PINE TREE.
 BJ3486'THE MARK IS 0.76 METERS  SE FROM A WITNESS POST.
 BJ3486'THE MARK IS ABOVE LEVEL WITH MAHONEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3487 ***********************************************************************
 BJ3487  DESIGNATION -  17 V 36 LADH
 BJ3487  PID         -  BJ3487
 BJ3487  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3487  USGS QUAD   -  PRIDE (1980)
 BJ3487
 BJ3487                         *CURRENT SURVEY CONTROL
 BJ3487  ___________________________________________________________________
 BJ3487* NAD 83(1986)-  30 42 43.     (N)    090 55 36.     (W)     SCALED    
 BJ3487* NAVD 88     -        34.436  (meters)     112.98   (feet)  ADJUSTED  
 BJ3487  ___________________________________________________________________
 BJ3487  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3487  DYNAMIC HT  -          34.391 (meters)     112.83  (feet)  COMP
 BJ3487  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3487
 BJ3487  VERT ORDER  -  SECOND    CLASS I
 BJ3487
 BJ3487.The horizontal coordinates were scaled from a topographic map and have
 BJ3487.an estimated accuracy of +/- 6 seconds.
 BJ3487
 BJ3487.The orthometric height was determined by differential leveling
 BJ3487.and adjusted by the National Geodetic Survey in February 1994..
 BJ3487
 BJ3487.The geoid height was determined by GEOID03.
 BJ3487
 BJ3487.The dynamic height is computed by dividing the NAVD 88
 BJ3487.geopotential number by the normal gravity value computed on the
 BJ3487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3487.degrees latitude (g = 980.6199 gals.).
 BJ3487
 BJ3487.The modeled gravity was interpolated from observed gravity values.
 BJ3487
 BJ3487;                    North         East    Units  Estimated Accuracy
 BJ3487;SPC LA S     -   245,260.    1,038,960.      MT  (+/- 180 meters Scaled)
 BJ3487
 BJ3487                          SUPERSEDED SURVEY CONTROL
 BJ3487
 BJ3487.No superseded survey control is available for this station.
 BJ3487
 BJ3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP985995(NAD 83)
 BJ3487_MARKER: DB = BENCH MARK DISK
 BJ3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3487_SP_SET: CONCRETE POST
 BJ3487_STAMPING: 17V36 1983
 BJ3487_MARK LOGO: LADH  
 BJ3487_PROJECTION: FLUSH
 BJ3487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3487+STABILITY: SURFACE MOTION
 BJ3487
 BJ3487  HISTORY     - Date     Condition        Report By
 BJ3487  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3487
 BJ3487                          STATION DESCRIPTION
 BJ3487
 BJ3487'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3487'7.3 KM (4.5 MI) NE FROM PRIDE.
 BJ3487'ABOUT 2.4 KM (1.5 MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3487'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3487'THENCE RIGHT ON MAHONEY ROAD FOR 3.1 KM (1.9 MILES) TO THE JUNCTION OF
 BJ3487'MAHONEY ROAD AND PRIDE-BAYWOOD ROAD, THENCE EAST ALONG PRIDE-BAYWOOD
 BJ3487'ROAD FOR 1.8 KM (1.1 MILES) TO THE JUNCTION OF PRIDE-BAYWOOD ROAD AND
 BJ3487'EUBANKS ROAD AND THE STATION ON THE LEFT, 25.3 METERS (83 FEET)
 BJ3487'NORTHWEST OF THE CENTER OF PRIDE-BAYWOOD ROAD, 19.5 METERS (64 FEET)
 BJ3487'SOUTHWEST OF THE CENTER OF EUBANKS ROAD, 17.7 METERS (8 FEET)
 BJ3487'NORTHWEST OF THE WEST END OF A METAL CULVERT UNDER EUBANKS ROAD,
 BJ3487'7.6 METERS (25 FEET) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 BJ3487'1.4 METERS (4.5 FEET) SOUTHEAST OF A BARBED WIRE FENCE.
 BJ3487'THE MARK IS 1.22 METERS  SE FROM A WITNESS POST.
 BJ3487'THE MARK IS 0.61 M BELOW PRIDE-BAYWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3488 ***********************************************************************
 BJ3488  DESIGNATION -  17 V 37 LADH
 BJ3488  PID         -  BJ3488
 BJ3488  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3488  USGS QUAD   -  PRIDE (1980)
 BJ3488
 BJ3488                         *CURRENT SURVEY CONTROL
 BJ3488  ___________________________________________________________________
 BJ3488* NAD 83(1986)-  30 42 39.     (N)    090 54 56.     (W)     SCALED    
 BJ3488* NAVD 88     -        39.332  (meters)     129.04   (feet)  ADJUSTED  
 BJ3488  ___________________________________________________________________
 BJ3488  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3488  DYNAMIC HT  -          39.281 (meters)     128.87  (feet)  COMP
 BJ3488  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3488
 BJ3488  VERT ORDER  -  SECOND    CLASS I
 BJ3488
 BJ3488.The horizontal coordinates were scaled from a topographic map and have
 BJ3488.an estimated accuracy of +/- 6 seconds.
 BJ3488
 BJ3488.The orthometric height was determined by differential leveling
 BJ3488.and adjusted by the National Geodetic Survey in February 1994..
 BJ3488
 BJ3488.The geoid height was determined by GEOID03.
 BJ3488
 BJ3488.The dynamic height is computed by dividing the NAVD 88
 BJ3488.geopotential number by the normal gravity value computed on the
 BJ3488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3488.degrees latitude (g = 980.6199 gals.).
 BJ3488
 BJ3488.The modeled gravity was interpolated from observed gravity values.
 BJ3488
 BJ3488;                    North         East    Units  Estimated Accuracy
 BJ3488;SPC LA S     -   245,140.    1,040,020.      MT  (+/- 180 meters Scaled)
 BJ3488
 BJ3488                          SUPERSEDED SURVEY CONTROL
 BJ3488
 BJ3488.No superseded survey control is available for this station.
 BJ3488
 BJ3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP996994(NAD 83)
 BJ3488_MARKER: DB = BENCH MARK DISK
 BJ3488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3488_SP_SET: CONCRETE POST
 BJ3488_STAMPING: 17V37 1983
 BJ3488_MARK LOGO: LADH  
 BJ3488_PROJECTION: FLUSH
 BJ3488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3488+STABILITY: SURFACE MOTION
 BJ3488
 BJ3488  HISTORY     - Date     Condition        Report By
 BJ3488  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3488
 BJ3488                          STATION DESCRIPTION
 BJ3488
 BJ3488'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3488'8.4 KM (5.2 MI) NNE FROM PRIDE.
 BJ3488'ABOUT 2.4 KM (1.5 MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3488'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3488'THENCE RIGHT ON MAHONEY ROAD FOR 3.1 KM (1.9 MILES) TO THE JUNCTION OF
 BJ3488'MAHONEY ROAD AND PRIDE-BAYWOOD ROAD, THENCE EAST ALONG PRIDE-BAYWOOD
 BJ3488'ROAD FOR 2.9 KM (1.8 MILES) TO THE MARK ON THE RIGHT NEAR THE CEDAR
 BJ3488'GROVE BAPTIST CHURCH, 13.1 METERS (43 FEET) SOUTHEAST OF THE
 BJ3488'PRIDE-BAYWOOD ROAD, 12.8 METERS (42 FEET) WEST OF THE WEST END OF A
 BJ3488'CULVERT UNDER THE EAST DRIVE TO THE CHURCH, 9.8 METERS (32 FEET) NORTH
 BJ3488'OF A 36-INCH PINE TREE AND 5.2 METERS (17 FEET) SOUTH-SOUTHEAST OF THE
 BJ3488'EAST END OF THE CULVERT UNDER THE WEST DRIVE TO THE CHURCH. A STEEL
 BJ3488'SPIKE IS EMBEDDED IN THE MONUMENT.
 BJ3488'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3488'THE MARK IS 0.61 M ABOVE PRIDE-BAYWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3489 ***********************************************************************
 BJ3489  DESIGNATION -  17 V 38 LADH
 BJ3489  PID         -  BJ3489
 BJ3489  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3489  USGS QUAD   -  PRIDE (1980)
 BJ3489
 BJ3489                         *CURRENT SURVEY CONTROL
 BJ3489  ___________________________________________________________________
 BJ3489* NAD 83(1986)-  30 42 37.     (N)    090 54 19.     (W)     SCALED    
 BJ3489* NAVD 88     -        36.899  (meters)     121.06   (feet)  ADJUSTED  
 BJ3489  ___________________________________________________________________
 BJ3489  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3489  DYNAMIC HT  -          36.851 (meters)     120.90  (feet)  COMP
 BJ3489  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3489
 BJ3489  VERT ORDER  -  SECOND    CLASS I
 BJ3489
 BJ3489.The horizontal coordinates were scaled from a topographic map and have
 BJ3489.an estimated accuracy of +/- 6 seconds.
 BJ3489
 BJ3489.The orthometric height was determined by differential leveling
 BJ3489.and adjusted by the National Geodetic Survey in February 1994..
 BJ3489
 BJ3489.The geoid height was determined by GEOID03.
 BJ3489
 BJ3489.The dynamic height is computed by dividing the NAVD 88
 BJ3489.geopotential number by the normal gravity value computed on the
 BJ3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3489.degrees latitude (g = 980.6199 gals.).
 BJ3489
 BJ3489.The modeled gravity was interpolated from observed gravity values.
 BJ3489
 BJ3489;                    North         East    Units  Estimated Accuracy
 BJ3489;SPC LA S     -   245,080.    1,041,000.      MT  (+/- 180 meters Scaled)
 BJ3489
 BJ3489                          SUPERSEDED SURVEY CONTROL
 BJ3489
 BJ3489.No superseded survey control is available for this station.
 BJ3489
 BJ3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP005993(NAD 83)
 BJ3489_MARKER: DB = BENCH MARK DISK
 BJ3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3489_SP_SET: CONCRETE POST
 BJ3489_STAMPING: 17V38 1983
 BJ3489_MARK LOGO: LADH  
 BJ3489_PROJECTION: FLUSH
 BJ3489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3489+STABILITY: SURFACE MOTION
 BJ3489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3489+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 BJ3489
 BJ3489  HISTORY     - Date     Condition        Report By
 BJ3489  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3489  HISTORY     - 20050714 GOOD             SJB
 BJ3489
 BJ3489                          STATION DESCRIPTION
 BJ3489
 BJ3489'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3489'9.5 KM (5.9 MI) ENE FROM PRIDE.
 BJ3489'ABOUT 2.4 KM (1.5 MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3489'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3489'THENCE RIGHT ON MAHONEY ROAD FOR 3.1 KM (1.9 MILES) TO THE JUNCTION OF
 BJ3489'MAHONEY ROAD AND PRIDE-BAYWOOD ROAD, THENCE EAST ALONG PRIDE-BAYWOOD
 BJ3489'ROAD FOR 4.0 KM (2.5 MILES) TO THE JUNCTION OF PRIDE-BAYWOOD ROAD AND
 BJ3489'JIM PRICE ROAD AND THE MARK ON THE LEFT, 20.4 METERS (67 FEET) WEST OF
 BJ3489'THE CENTER OF JIM PRICE ROAD, 16.2 METERS (53 FEET) NORTH OF THE
 BJ3489'CENTER OF PRIDE-BAYWOOD ROAD, 8.2 METERS (27 FEET) NORTH-NORTHEAST OF
 BJ3489'THE EAST END OF A METAL CULVERT UNDER A FIELD DRIVE AND 4.6 METERS (15
 BJ3489'FEET) NORTHEAST OF POWER POLE NUMBER MN185 WITH A TRANSFORMER. A STEEL
 BJ3489'SPIKE IS EMBEDDED IN THE MONUMENT.
 BJ3489'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 BJ3489'THE MARK IS 0.30 M BELOW PRIDE-BAYWOOD ROAD.
 BJ3489
 BJ3489                          STATION RECOVERY (2005)
 BJ3489
 BJ3489'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ3489'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3515 ***********************************************************************
 BJ3515  DESIGNATION -  17 V 39
 BJ3515  PID         -  BJ3515
 BJ3515  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3515  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3515
 BJ3515                         *CURRENT SURVEY CONTROL
 BJ3515  ___________________________________________________________________
 BJ3515* NAD 83(1986)-  30 30 31.     (N)    091 10 16.     (W)     SCALED    
 BJ3515* NAVD 88     -        20.279  (meters)      66.53   (feet)  ADJUSTED  
 BJ3515  ___________________________________________________________________
 BJ3515  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3515  DYNAMIC HT  -          20.253 (meters)      66.45  (feet)  COMP
 BJ3515  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ3515
 BJ3515  VERT ORDER  -  SECOND    CLASS I
 BJ3515
 BJ3515.The horizontal coordinates were scaled from a topographic map and have
 BJ3515.an estimated accuracy of +/- 6 seconds.
 BJ3515
 BJ3515.The orthometric height was determined by differential leveling
 BJ3515.and adjusted by the National Geodetic Survey in February 1994..
 BJ3515
 BJ3515.The geoid height was determined by GEOID03.
 BJ3515
 BJ3515.The dynamic height is computed by dividing the NAVD 88
 BJ3515.geopotential number by the normal gravity value computed on the
 BJ3515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3515.degrees latitude (g = 980.6199 gals.).
 BJ3515
 BJ3515.The modeled gravity was interpolated from observed gravity values.
 BJ3515
 BJ3515;                    North         East    Units  Estimated Accuracy
 BJ3515;SPC LA S     -   222,660.    1,015,570.      MT  (+/- 180 meters Scaled)
 BJ3515
 BJ3515                          SUPERSEDED SURVEY CONTROL
 BJ3515
 BJ3515.No superseded survey control is available for this station.
 BJ3515
 BJ3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP755765(NAD 83)
 BJ3515_MARKER: DB = BENCH MARK DISK
 BJ3515_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ3515+WITH SETTING: PAVEMENT
 BJ3515_SP_SET: CONCRETE FOUNDATION
 BJ3515_STAMPING: 17 V 39 1985
 BJ3515_MARK LOGO: LADH  
 BJ3515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3515+STABILITY: SURFACE MOTION
 BJ3515
 BJ3515  HISTORY     - Date     Condition        Report By
 BJ3515  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3515  HISTORY     - 1987     GOOD             LA-033
 BJ3515
 BJ3515                          STATION DESCRIPTION
 BJ3515
 BJ3515'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3515'IN SCOTLANDVILLE.
 BJ3515'IN SCOTLANDVILLE, FROM THE JUNCTION OF SCENIC HIGHWAY AND HARDING
 BJ3515'BLVD, ABOUT 1.5 KM (0.95 MI) SOUTH OF THE SCOTLANDVILLE MAGNET HIGH
 BJ3515'SCHOOL, GO SOUTH ON SCENIC HIGHWAY FOR 1.6 K M (1.00 MI) TO THE BENCH
 BJ3515'MARK ON THE LEFT, 94.79 METERS (311 FT)  EAST OF THE SOUTHEAST CORNER
 BJ3515'OF AIRLINE HIGHWAY OVERPASS OVER SCENIC HIGHWAY, 13.41 METERS (44 FT)
 BJ3515'NORTH OF THE CENTER OF THE OFF RAMP TO B R METRO AIRPORT AND SOUTHERN
 BJ3515'UNIVERSITY, 12.95 METERS (42.5 FT) SOUTH OF THE CENTERLINE OF THE EAST
 BJ3515'BOUND LANE OF AIRLINE HIGHWAY, AND SET IN DRILL HOLE IN THE CONCRETE
 BJ3515'FOUNDATION FOR OVERHEAD SIGNS.
 BJ3515'THE MARK IS 3.04 M BELOW AIRLINE HIGHWAY.
 BJ3515
 BJ3515                          STATION RECOVERY (1987)
 BJ3515
 BJ3515'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3515'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ3515'THE MARK IS 1.98 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3370 ***********************************************************************
 BJ3370  DESIGNATION -  17 V 39 1983 LADH
 BJ3370  PID         -  BJ3370
 BJ3370  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3370  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3370
 BJ3370                         *CURRENT SURVEY CONTROL
 BJ3370  ___________________________________________________________________
 BJ3370* NAD 83(1986)-  30 31 17.     (N)    091 08 58.     (W)     SCALED    
 BJ3370* NAVD 88     -        20.062  (meters)      65.82   (feet)  ADJUSTED  
 BJ3370  ___________________________________________________________________
 BJ3370  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3370  DYNAMIC HT  -          20.036 (meters)      65.73  (feet)  COMP
 BJ3370  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ3370
 BJ3370  VERT ORDER  -  SECOND    CLASS I
 BJ3370
 BJ3370.The horizontal coordinates were scaled from a topographic map and have
 BJ3370.an estimated accuracy of +/- 6 seconds.
 BJ3370
 BJ3370.The orthometric height was determined by differential leveling
 BJ3370.and adjusted by the National Geodetic Survey in February 1994..
 BJ3370
 BJ3370.The geoid height was determined by GEOID03.
 BJ3370
 BJ3370.The dynamic height is computed by dividing the NAVD 88
 BJ3370.geopotential number by the normal gravity value computed on the
 BJ3370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3370.degrees latitude (g = 980.6199 gals.).
 BJ3370
 BJ3370.The modeled gravity was interpolated from observed gravity values.
 BJ3370
 BJ3370;                    North         East    Units  Estimated Accuracy
 BJ3370;SPC LA S     -   224,080.    1,017,650.      MT  (+/- 180 meters Scaled)
 BJ3370
 BJ3370                          SUPERSEDED SURVEY CONTROL
 BJ3370
 BJ3370.No superseded survey control is available for this station.
 BJ3370
 BJ3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP775780(NAD 83)
 BJ3370_MARKER: DB = BENCH MARK DISK
 BJ3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3370_SP_SET: CONCRETE POST
 BJ3370_STAMPING: 17V39 1983
 BJ3370_MARK LOGO: LADH  
 BJ3370_PROJECTION: FLUSH
 BJ3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3370+STABILITY: SURFACE MOTION
 BJ3370
 BJ3370  HISTORY     - Date     Condition        Report By
 BJ3370  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3370
 BJ3370                          STATION DESCRIPTION
 BJ3370
 BJ3370'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3370'2.5 KM (1.6 MI) EAST FROM SCOTLANDVILLE.
 BJ3370'ABOUT 0.4 KM (0.24 MILE) WEST ALONG STATE HIGHWAY 408 (HOOPER ROAD)
 BJ3370'FROM THE INTERSECTION OF STATE HIGHWAYS 408 AND 67 TO THE BENCH MARK
 BJ3370'IN THE MEDIAN IN FRONT OF A FIRE STATION AT RYANS AIRPORT, 9.9 METERS
 BJ3370'(32.5 FEET) NORTH OF THE EAST BOUND LANE, 6.6 METERS (21.5 FEET) SOUTH
 BJ3370'OF THE WEST BOUND LANE, 6.4 METERS (21 FEET) WEST-NORTHWEST OF A
 BJ3370'5-INCH OAK TREE, 4.3 METERS (14 FEET) NORTHEAST OF A 4-INCH OAK TREE.
 BJ3370'THE MARK IS 4.26 METERS  E FROM  THE OAK TREE
 BJ3370'THE MARK IS 0.30 M ABOVE HIGHWAY 408.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2102 ***********************************************************************
 BJ2102  DESIGNATION -  17 V 4 LADH
 BJ2102  PID         -  BJ2102
 BJ2102  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2102  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2102
 BJ2102                         *CURRENT SURVEY CONTROL
 BJ2102  ___________________________________________________________________
 BJ2102* NAD 83(1986)-  30 22 39.     (N)    091 09 52.     (W)     SCALED    
 BJ2102* NAVD 88     -         5.24   (+/-2cm)      17.2    (feet)  VERTCON   
 BJ2102  ___________________________________________________________________
 BJ2102  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ2102
 BJ2102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2102
 BJ2102.The horizontal coordinates were scaled from a topographic map and have
 BJ2102.an estimated accuracy of +/- 6 seconds.
 BJ2102
 BJ2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2102.The vertical order pertains to the NGVD 29 superseded value.
 BJ2102
 BJ2102.The geoid height was determined by GEOID03.
 BJ2102
 BJ2102;                    North         East    Units  Estimated Accuracy
 BJ2102;SPC LA S     -   208,120.    1,016,230.      MT  (+/- 180 meters Scaled)
 BJ2102
 BJ2102                          SUPERSEDED SURVEY CONTROL
 BJ2102
 BJ2102  NGVD 29 (??/??/??)    5.268  (m)           17.28   (f) ADJUSTED    2 0
 BJ2102
 BJ2102.Superseded values are not recommended for survey control.
 BJ2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2102.See file dsdata.txt to determine how the superseded data were derived.
 BJ2102
 BJ2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP763620(NAD 83)
 BJ2102_MARKER: DD = SURVEY DISK
 BJ2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2102_STAMPING: 17V4 1968
 BJ2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2102+STABILITY: SURFACE MOTION
 BJ2102
 BJ2102  HISTORY     - Date     Condition        Report By
 BJ2102  HISTORY     - 1968     MONUMENTED       LADH
 BJ2102  HISTORY     - 1969     GOOD             LADTD
 BJ2102  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 BJ2102
 BJ2102                          STATION DESCRIPTION
 BJ2102
 BJ2102'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2102'2.65 MI S FROM BATON ROUGE.
 BJ2102'ABOUT 2.65 MILES SOUTH ALONG NEW STATE HIGHWAY 30 FROM INTERSECTION OF
 BJ2102'STATE HIGHWAY 30 AND STATE HIGHWAY 327 NEAR SOUTHWEST CORNER OF
 BJ2102'LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM.  IT IS 162.4 FEET WEST OF
 BJ2102'CENTERLINE OF NEW STATE HIGHWAY 30 AND 50.0 FEET WEST OF WEST RAIL OF
 BJ2102'KANSAS CITY SOUTHERN RAILROAD, 23.9 FEET NORTH OF TELEPHONE POLE NO.
 BJ2102'4443, 0.4 MILE SOUTH ALONG STATE HIGHWAY 30 FROM INTERSECTION OF
 BJ2102'U.S.D.A.-A.R.S.S.W.C.  RESEARCH CENTER GRAVEL ROAD, 66.2 FEET SOUTH OF
 BJ2102'TELEPHONE NO. 14439.  SET IN TOP OF A CONCRETE POST PROJECTING
 BJ2102'APPROXIMATELY 4 INCHES ABOVE LEVEL OF GROUND AND 2.0 FEET WEST OF A
 BJ2102'STEEL WITNESS POST.
 BJ2102
 BJ2102                          STATION RECOVERY (1998)
 BJ2102
 BJ2102'RECOVERY NOTE BY US POWER SQUADRON 1998
 BJ2102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3374 ***********************************************************************
 BJ3374  DESIGNATION -  17 V 40
 BJ3374  PID         -  BJ3374
 BJ3374  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3374  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3374
 BJ3374                         *CURRENT SURVEY CONTROL
 BJ3374  ___________________________________________________________________
 BJ3374* NAD 83(1986)-  30 31 33.     (N)    091 07 38.     (W)     SCALED    
 BJ3374* NAVD 88     -        18.929  (meters)      62.10   (feet)  ADJUSTED  
 BJ3374  ___________________________________________________________________
 BJ3374  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3374  DYNAMIC HT  -          18.904 (meters)      62.02  (feet)  COMP
 BJ3374  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ3374
 BJ3374  VERT ORDER  -  SECOND    CLASS I
 BJ3374
 BJ3374.The horizontal coordinates were scaled from a topographic map and have
 BJ3374.an estimated accuracy of +/- 6 seconds.
 BJ3374
 BJ3374.The orthometric height was determined by differential leveling
 BJ3374.and adjusted by the National Geodetic Survey in February 1994..
 BJ3374
 BJ3374.The geoid height was determined by GEOID03.
 BJ3374
 BJ3374.The dynamic height is computed by dividing the NAVD 88
 BJ3374.geopotential number by the normal gravity value computed on the
 BJ3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3374.degrees latitude (g = 980.6199 gals.).
 BJ3374
 BJ3374.The modeled gravity was interpolated from observed gravity values.
 BJ3374
 BJ3374;                    North         East    Units  Estimated Accuracy
 BJ3374;SPC LA S     -   224,570.    1,019,780.      MT  (+/- 180 meters Scaled)
 BJ3374
 BJ3374                          SUPERSEDED SURVEY CONTROL
 BJ3374
 BJ3374.No superseded survey control is available for this station.
 BJ3374
 BJ3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP796785(NAD 83)
 BJ3374_MARKER: DB = BENCH MARK DISK
 BJ3374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3374_SP_SET: CONCRETE POST
 BJ3374_STAMPING: 17 V 40 1983
 BJ3374_MARK LOGO: LADH  
 BJ3374_PROJECTION: FLUSH
 BJ3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3374+STABILITY: SURFACE MOTION
 BJ3374
 BJ3374  HISTORY     - Date     Condition        Report By
 BJ3374  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3374  HISTORY     - 1987     GOOD             LA-033
 BJ3374
 BJ3374                          STATION DESCRIPTION
 BJ3374
 BJ3374'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3374'5.1 KM (3.2 MI) EAST FROM SCOTLANDVILLE.
 BJ3374'ABOUT 1.8 KM (1.1 MILE) EAST ALONG STATE HIGHWAY 408 FROM THE JUNCTION
 BJ3374'OF STATE HIGHWAYS 408 AND 67 TO THE BENCH MARK ON THE RIGHT AT THE
 BJ3374'JUNCTION OF MIKENS ROAD WITH THE MARK SET IN FRONT OF THE ST PIUS
 BJ3374'CATHOLIC CHURCH AND SCHOOL, 12 METERS (39.5 FEET) WEST-SOUTHWEST OF
 BJ3374'THE CENTER OF MIKENS ROAD, 4.4 METERS (14.5 FEET) NORTHWEST OF A POWER
 BJ3374'POLE WITH TRANSFORMER AND SECURITY LIGHT, 1.5 METER (5 FEET) NORTH OF
 BJ3374'A TELEPHONE REPAIR BOX.
 BJ3374'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BJ3374'THE MARK IS ABOVE LEVEL WITH MIKENS ROAD.
 BJ3374
 BJ3374                          STATION RECOVERY (1987)
 BJ3374
 BJ3374'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3375 ***********************************************************************
 BJ3375  DESIGNATION -  17 V 41
 BJ3375  PID         -  BJ3375
 BJ3375  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3375  USGS QUAD   -  COMITE (1996)
 BJ3375
 BJ3375                         *CURRENT SURVEY CONTROL
 BJ3375  ___________________________________________________________________
 BJ3375* NAD 83(1986)-  30 31 48.     (N)    091 06 28.     (W)     SCALED    
 BJ3375* NAVD 88     -        17.416  (meters)      57.14   (feet)  ADJUSTED  
 BJ3375  ___________________________________________________________________
 BJ3375  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3375  DYNAMIC HT  -          17.393 (meters)      57.06  (feet)  COMP
 BJ3375  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ3375
 BJ3375  VERT ORDER  -  SECOND    CLASS I
 BJ3375
 BJ3375.The horizontal coordinates were scaled from a topographic map and have
 BJ3375.an estimated accuracy of +/- 6 seconds.
 BJ3375
 BJ3375.The orthometric height was determined by differential leveling
 BJ3375.and adjusted by the National Geodetic Survey in February 1994..
 BJ3375
 BJ3375.The geoid height was determined by GEOID03.
 BJ3375
 BJ3375.The dynamic height is computed by dividing the NAVD 88
 BJ3375.geopotential number by the normal gravity value computed on the
 BJ3375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3375.degrees latitude (g = 980.6199 gals.).
 BJ3375
 BJ3375.The modeled gravity was interpolated from observed gravity values.
 BJ3375
 BJ3375;                    North         East    Units  Estimated Accuracy
 BJ3375;SPC LA S     -   225,040.    1,021,650.      MT  (+/- 180 meters Scaled)
 BJ3375
 BJ3375                          SUPERSEDED SURVEY CONTROL
 BJ3375
 BJ3375.No superseded survey control is available for this station.
 BJ3375
 BJ3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP815790(NAD 83)
 BJ3375_MARKER: DB = BENCH MARK DISK
 BJ3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3375_SP_SET: CONCRETE POST
 BJ3375_STAMPING: 17 V 41 1983
 BJ3375_MARK LOGO: LADH  
 BJ3375_PROJECTION: FLUSH
 BJ3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3375+STABILITY: SURFACE MOTION
 BJ3375
 BJ3375  HISTORY     - Date     Condition        Report By
 BJ3375  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3375  HISTORY     - 1987     GOOD             LA-033
 BJ3375
 BJ3375                          STATION DESCRIPTION
 BJ3375
 BJ3375'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3375'6.9 KM (4.3 MI) EAST FROM SCOTLANDVILLE.
 BJ3375'ABOUT 3.7 KM (2.33 MILES) EAST ALONG STATE HIGHWAY 408 FROM THE
 BJ3375'JUNCTION OF STATE HIGHWAYS 408 AND 67 TO THE JUNCTION OF STATE HIGHWAY
 BJ3375'423, THENCE NORTH ON HIGHWAY 423 FOR 0.16 KM (0.10 MILE) TO THE BENCH
 BJ3375'MARK ON THE RIGHT NEAR A POWER POLE AND FIRE HYDRANT, 11.9 METERS (39
 BJ3375'FEET) NORTHEAST OF THE CENTER OF HIGHWAY 423, 3.7 METERS (12 FEET)
 BJ3375'SOUTH-SOUTHEAST OF A POWER POLE WITH TRANSFORMER AND SECURITY LIGHT,
 BJ3375'3 METERS (10 FEET) SOUTHEAST OF A FIRE HYDRANT.
 BJ3375'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3375'THE MARK IS 0.61 M ABOVE HIGHWAY 423.
 BJ3375
 BJ3375                          STATION RECOVERY (1987)
 BJ3375
 BJ3375'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3375'RECOVERED IN GOOD CONDITION.  THE WITNESS POST WAS RECOVERED
 BJ3375'DESTROYED.  A NEW WITNESS POST WILL BE SET IN THE ORIGINAL LOCATION
 BJ3375'TO MAKE THE ORIGINAL DESCRIPTION ADEQUATE FOR RECOVERY.
 BJ3375'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3376 ***********************************************************************
 BJ3376  DESIGNATION -  17 V 42
 BJ3376  PID         -  BJ3376
 BJ3376  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3376  USGS QUAD   -  COMITE (1996)
 BJ3376
 BJ3376                         *CURRENT SURVEY CONTROL
 BJ3376  ___________________________________________________________________
 BJ3376* NAD 83(1986)-  30 31 51.     (N)    091 05 50.     (W)     SCALED    
 BJ3376* NAVD 88     -        16.705  (meters)      54.81   (feet)  ADJUSTED  
 BJ3376  ___________________________________________________________________
 BJ3376  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3376  DYNAMIC HT  -          16.684 (meters)      54.74  (feet)  COMP
 BJ3376  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3376
 BJ3376  VERT ORDER  -  SECOND    CLASS I
 BJ3376
 BJ3376.The horizontal coordinates were scaled from a topographic map and have
 BJ3376.an estimated accuracy of +/- 6 seconds.
 BJ3376
 BJ3376.The orthometric height was determined by differential leveling
 BJ3376.and adjusted by the National Geodetic Survey in February 1994..
 BJ3376
 BJ3376.The geoid height was determined by GEOID03.
 BJ3376
 BJ3376.The dynamic height is computed by dividing the NAVD 88
 BJ3376.geopotential number by the normal gravity value computed on the
 BJ3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3376.degrees latitude (g = 980.6199 gals.).
 BJ3376
 BJ3376.The modeled gravity was interpolated from observed gravity values.
 BJ3376
 BJ3376;                    North         East    Units  Estimated Accuracy
 BJ3376;SPC LA S     -   225,130.    1,022,660.      MT  (+/- 180 meters Scaled)
 BJ3376
 BJ3376                          SUPERSEDED SURVEY CONTROL
 BJ3376
 BJ3376.No superseded survey control is available for this station.
 BJ3376
 BJ3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP825791(NAD 83)
 BJ3376_MARKER: DB = BENCH MARK DISK
 BJ3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3376_SP_SET: CONCRETE POST
 BJ3376_STAMPING: 17 V 42 1983
 BJ3376_MARK LOGO: LADH  
 BJ3376_PROJECTION: FLUSH
 BJ3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3376+STABILITY: SURFACE MOTION
 BJ3376
 BJ3376  HISTORY     - Date     Condition        Report By
 BJ3376  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3376  HISTORY     - 1987     GOOD             LA-033
 BJ3376
 BJ3376                          STATION DESCRIPTION
 BJ3376
 BJ3376'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3376'8 KM (5 MI) EAST FROM SCOTLANDVILLE.
 BJ3376'ABOUT 4.7 KM (2.95 MILES) EAST ALONG STATE HIGHWAY 408 (HOOPER ROAD)
 BJ3376'FROM THE INTERSECTION OF STATE HIGHWAYS 408 AND 67 TO THE JUNCTION OF
 BJ3376'BLISS ROAD, THENCE NORTH ON BLISS ROAD FOR 0.08 KM (0.05 MILE) TO THE
 BJ3376'BENCH MARK ON THE RIGHT NEAR A POWER POLE, 9.5 METERS (31 FEET) WEST
 BJ3376'OF A 10-INCH PECAN TREE, 5.5 METERS (18 FEET) EAST OF THE CENTER OF
 BJ3376'BLISS ROAD, 1.8 METERS (6 FEET) SOUTHEAST OF A POWER POLE WITH
 BJ3376'SECURITY LIGHT.
 BJ3376'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3376'THE MARK IS ABOVE LEVEL WITH BLISS ROAD.
 BJ3376
 BJ3376                          STATION RECOVERY (1987)
 BJ3376
 BJ3376'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3376'RECOVERED DESCRIBED IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3380 ***********************************************************************
 BJ3380  DESIGNATION -  17 V 43
 BJ3380  PID         -  BJ3380
 BJ3380  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3380  USGS QUAD   -  COMITE (1996)
 BJ3380
 BJ3380                         *CURRENT SURVEY CONTROL
 BJ3380  ___________________________________________________________________
 BJ3380* NAD 83(1986)-  30 32 25.     (N)    091 04 06.     (W)     SCALED    
 BJ3380* NAVD 88     -        18.370  (meters)      60.27   (feet)  ADJUSTED  
 BJ3380  ___________________________________________________________________
 BJ3380  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3380  DYNAMIC HT  -          18.346 (meters)      60.19  (feet)  COMP
 BJ3380  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ3380
 BJ3380  VERT ORDER  -  SECOND    CLASS I
 BJ3380
 BJ3380.The horizontal coordinates were scaled from a topographic map and have
 BJ3380.an estimated accuracy of +/- 6 seconds.
 BJ3380
 BJ3380.The orthometric height was determined by differential leveling
 BJ3380.and adjusted by the National Geodetic Survey in February 1994..
 BJ3380
 BJ3380.The geoid height was determined by GEOID03.
 BJ3380
 BJ3380.The dynamic height is computed by dividing the NAVD 88
 BJ3380.geopotential number by the normal gravity value computed on the
 BJ3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3380.degrees latitude (g = 980.6199 gals.).
 BJ3380
 BJ3380.The modeled gravity was interpolated from observed gravity values.
 BJ3380
 BJ3380;                    North         East    Units  Estimated Accuracy
 BJ3380;SPC LA S     -   226,190.    1,025,430.      MT  (+/- 180 meters Scaled)
 BJ3380
 BJ3380                          SUPERSEDED SURVEY CONTROL
 BJ3380
 BJ3380.No superseded survey control is available for this station.
 BJ3380
 BJ3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP853802(NAD 83)
 BJ3380_MARKER: DB = BENCH MARK DISK
 BJ3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3380_SP_SET: CONCRETE POST
 BJ3380_STAMPING: 17 V 43 1983
 BJ3380_MARK LOGO: LADH  
 BJ3380_PROJECTION: FLUSH
 BJ3380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3380+STABILITY: SURFACE MOTION
 BJ3380
 BJ3380  HISTORY     - Date     Condition        Report By
 BJ3380  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3380  HISTORY     - 1987     GOOD             LA-033
 BJ3380
 BJ3380                          STATION DESCRIPTION
 BJ3380
 BJ3380'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3380'3.2 KM (2 MI) SW FROM CENTRAL.
 BJ3380'ABOUT 3.2 KM (2 MILES) WEST ON STATE HIGHWAY 408 FROM THE INTERSECTION
 BJ3380'OF STATE HIGHWAYS 3034 AND 408 IN CENTRAL TO THE JUNCTION OF HIGHWAY
 BJ3380'408 AND LOVETT ROAD WITH THE BENCH MARK EAST OF LOVETT AND SOUTH OF
 BJ3380'HIGHWAY 408, 39.6 METERS (130 FEET) SOUTH OF THE CENTER OF HIGHWAY 408
 BJ3380'11.6 METERS (38 FEET) NORTHEAST OF THE CENTER OF LOVETT, 6.7 METERS
 BJ3380'(22 FEET) SOUTH OF A 30-INCH OAK TREE, 3 METERS (10 FEET)
 BJ3380'NORTH-NORTHWEST OF A POWER POLE, 0.6 METER (2 FEET) SOUTHWEST OF A
 BJ3380'SEVEN STRAND BARB WIRE FENCE.
 BJ3380'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3380'THE MARK IS ABOVE LEVEL WITH LOVETT ROAD.
 BJ3380
 BJ3380                          STATION RECOVERY (1987)
 BJ3380
 BJ3380'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3382 ***********************************************************************
 BJ3382  DESIGNATION -  17 V 45
 BJ3382  PID         -  BJ3382
 BJ3382  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3382  USGS QUAD   -  COMITE (1996)
 BJ3382
 BJ3382                         *CURRENT SURVEY CONTROL
 BJ3382  ___________________________________________________________________
 BJ3382* NAD 83(1986)-  30 33 39.     (N)    091 02 52.     (W)     SCALED    
 BJ3382* NAVD 88     -        20.444  (meters)      67.07   (feet)  ADJUSTED  
 BJ3382  ___________________________________________________________________
 BJ3382  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3382  DYNAMIC HT  -          20.417 (meters)      66.98  (feet)  COMP
 BJ3382  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ3382
 BJ3382  VERT ORDER  -  SECOND    CLASS I
 BJ3382
 BJ3382.The horizontal coordinates were scaled from a topographic map and have
 BJ3382.an estimated accuracy of +/- 6 seconds.
 BJ3382
 BJ3382.The orthometric height was determined by differential leveling
 BJ3382.and adjusted by the National Geodetic Survey in February 1994..
 BJ3382
 BJ3382.The geoid height was determined by GEOID03.
 BJ3382
 BJ3382.The dynamic height is computed by dividing the NAVD 88
 BJ3382.geopotential number by the normal gravity value computed on the
 BJ3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3382.degrees latitude (g = 980.6199 gals.).
 BJ3382
 BJ3382.The modeled gravity was interpolated from observed gravity values.
 BJ3382
 BJ3382;                    North         East    Units  Estimated Accuracy
 BJ3382;SPC LA S     -   228,470.    1,027,400.      MT  (+/- 180 meters Scaled)
 BJ3382
 BJ3382                          SUPERSEDED SURVEY CONTROL
 BJ3382
 BJ3382.No superseded survey control is available for this station.
 BJ3382
 BJ3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP872825(NAD 83)
 BJ3382_MARKER: DB = BENCH MARK DISK
 BJ3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3382_SP_SET: CONCRETE POST
 BJ3382_STAMPING: 17 V 45 1983
 BJ3382_MARK LOGO: LADH  
 BJ3382_PROJECTION: FLUSH
 BJ3382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3382+STABILITY: SURFACE MOTION
 BJ3382
 BJ3382  HISTORY     - Date     Condition        Report By
 BJ3382  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3382  HISTORY     - 1987     GOOD             LA-033
 BJ3382
 BJ3382                          STATION DESCRIPTION
 BJ3382
 BJ3382'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3382'1.1 KM (0.7 MI) NW FROM CENTRAL.
 BJ3382'ABOUT 1.8 KM (1.1 MILES) NORTH ON STATE HIGHWAY 946 FROM THE
 BJ3382'INTERSECTION OF STATE HIGHWAYS 408 AND 946 WEST OF CENTRAL TO THE
 BJ3382'BENCH MARK ON THE RIGHT AT GURNEY ROAD.  30.8 METERS (101 FEET)
 BJ3382'SOUTHEAST OF THE CENTER OF GURNEY ROAD, 12.6 METERS (41.5 FEET) EAST
 BJ3382'OF THE CENTER OF HIGHWAY 946, 2 METERS (6.5 FEET) NORTHEAST OF A POWER
 BJ3382'POLE, 1.2 METERS (4 FEET) NORTH OF A CORNER POST OF A BARB WIRE FENCE.
 BJ3382'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 BJ3382'THE MARK IS ABOVE LEVEL WITH HIGHWAY 946.
 BJ3382
 BJ3382                          STATION RECOVERY (1987)
 BJ3382
 BJ3382'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3387 ***********************************************************************
 BJ3387  DESIGNATION -  17 V 46
 BJ3387  PID         -  BJ3387
 BJ3387  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3387  USGS QUAD   -  COMITE (1996)
 BJ3387
 BJ3387                         *CURRENT SURVEY CONTROL
 BJ3387  ___________________________________________________________________
 BJ3387* NAD 83(1986)-  30 34 36.     (N)    091 02 50.     (W)     SCALED    
 BJ3387* NAVD 88     -        22.266  (meters)      73.05   (feet)  ADJUSTED  
 BJ3387  ___________________________________________________________________
 BJ3387  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3387  DYNAMIC HT  -          22.237 (meters)      72.96  (feet)  COMP
 BJ3387  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3387
 BJ3387  VERT ORDER  -  SECOND    CLASS I
 BJ3387
 BJ3387.The horizontal coordinates were scaled from a topographic map and have
 BJ3387.an estimated accuracy of +/- 6 seconds.
 BJ3387
 BJ3387.The orthometric height was determined by differential leveling
 BJ3387.and adjusted by the National Geodetic Survey in February 1994..
 BJ3387
 BJ3387.The geoid height was determined by GEOID03.
 BJ3387
 BJ3387.The dynamic height is computed by dividing the NAVD 88
 BJ3387.geopotential number by the normal gravity value computed on the
 BJ3387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3387.degrees latitude (g = 980.6199 gals.).
 BJ3387
 BJ3387.The modeled gravity was interpolated from observed gravity values.
 BJ3387
 BJ3387;                    North         East    Units  Estimated Accuracy
 BJ3387;SPC LA S     -   230,230.    1,027,440.      MT  (+/- 180 meters Scaled)
 BJ3387
 BJ3387                          SUPERSEDED SURVEY CONTROL
 BJ3387
 BJ3387.No superseded survey control is available for this station.
 BJ3387
 BJ3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP872843(NAD 83)
 BJ3387_MARKER: DB = BENCH MARK DISK
 BJ3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3387_SP_SET: CONCRETE POST
 BJ3387_STAMPING: 17 V 46 1983
 BJ3387_MARK LOGO: LADH  
 BJ3387_PROJECTION: FLUSH
 BJ3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3387+STABILITY: SURFACE MOTION
 BJ3387
 BJ3387  HISTORY     - Date     Condition        Report By
 BJ3387  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3387  HISTORY     - 1987     GOOD             LA-033
 BJ3387
 BJ3387                          STATION DESCRIPTION
 BJ3387
 BJ3387'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3387'2.4 KM (1.5 MI) NW FROM CENTRAL.
 BJ3387'ABOUT 3.5 KM (2.2 MILES) NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION
 BJ3387'WITH STATE HIGHWAY 408 TO THE BENCH MARK ON THE RIGHT IN THE MEDIUM OF
 BJ3387'THE ENTRANCE TO RAMBLING OAKS SUBDIVISION, 8.5 METERS (28 FEET) EAST
 BJ3387'OF THE CENTER OF STATE HIGHWAY 946, 8.4 METERS (27.5 FEET) SOUTH OF
 BJ3387'THE CENTER OF SUBDIVISION EXIT, 6.9 METERS (22.5 FEET) NORTH OF THE
 BJ3387'CENTER OF SUBDIVISION ENTRANCE.
 BJ3387'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3387'THE MARK IS 0.30 M ABOVE STATE HIGHWAY 946.
 BJ3387
 BJ3387                          STATION RECOVERY (1987)
 BJ3387
 BJ3387'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2103 ***********************************************************************
 BJ2103  DESIGNATION -  17 V 5
 BJ2103  PID         -  BJ2103
 BJ2103  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2103  USGS QUAD   -  PLAQUEMINE (1992)
 BJ2103
 BJ2103                         *CURRENT SURVEY CONTROL
 BJ2103  ___________________________________________________________________
 BJ2103* NAD 83(1986)-  30 22 09.     (N)    091 09 27.     (W)     SCALED    
 BJ2103* NAVD 88     -         5.449  (meters)      17.88   (feet)  ADJUSTED  
 BJ2103  ___________________________________________________________________
 BJ2103  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ2103  DYNAMIC HT  -           5.442 (meters)      17.85  (feet)  COMP
 BJ2103  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 BJ2103
 BJ2103  VERT ORDER  -  SECOND    CLASS 0
 BJ2103
 BJ2103.The horizontal coordinates were scaled from a topographic map and have
 BJ2103.an estimated accuracy of +/- 6 seconds.
 BJ2103
 BJ2103.The orthometric height was determined by differential leveling
 BJ2103.and adjusted by the National Geodetic Survey in February 1994..
 BJ2103
 BJ2103.The geoid height was determined by GEOID03.
 BJ2103
 BJ2103.The dynamic height is computed by dividing the NAVD 88
 BJ2103.geopotential number by the normal gravity value computed on the
 BJ2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2103.degrees latitude (g = 980.6199 gals.).
 BJ2103
 BJ2103.The modeled gravity was interpolated from observed gravity values.
 BJ2103
 BJ2103;                    North         East    Units  Estimated Accuracy
 BJ2103;SPC LA S     -   207,200.    1,016,900.      MT  (+/- 180 meters Scaled)
 BJ2103
 BJ2103                          SUPERSEDED SURVEY CONTROL
 BJ2103
 BJ2103  NGVD 29 (??/??/??)    5.452  (m)           17.89   (f) ADJUSTED    2 0
 BJ2103
 BJ2103.Superseded values are not recommended for survey control.
 BJ2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2103.See file dsdata.txt to determine how the superseded data were derived.
 BJ2103
 BJ2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP770611(NAD 83)
 BJ2103_MARKER: DD = SURVEY DISK
 BJ2103_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ2103_SP_SET: ABUTMENT
 BJ2103_STAMPING: 17 V 5 1968
 BJ2103_MARK LOGO: LADH  
 BJ2103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2103
 BJ2103  HISTORY     - Date     Condition        Report By
 BJ2103  HISTORY     - 1968     MONUMENTED       LADH
 BJ2103  HISTORY     - 1969     GOOD             LADTD
 BJ2103  HISTORY     - 1987     GOOD             LA-033
 BJ2103  HISTORY     - 19980314 GOOD             USPSQD
 BJ2103
 BJ2103                          STATION DESCRIPTION
 BJ2103
 BJ2103'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2103'3.35 MI S FROM BATON ROUGE.
 BJ2103'ABOUT 3.35 MILES SOUTH ALONG NEW STATE HIGHWAY 30 FROM INTERSECTION OF
 BJ2103'NEW STATE HIGHWAY 30 AND STATE HIGHWAY 327 NEAR SOUTHWEST CORNER OF
 BJ2103'LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM.  IT IS 18.3 FEET WEST OF
 BJ2103'CENTERLINE OF NEW STATE HIGHWAY 30, 89.5 FEET EAST OF EAST RAIL OF
 BJ2103'KANSAS CITY SOUTHERN RAILROAD.  SET IN NORTHWEST ABUTMENT OF ELBOW
 BJ2103'BAYOU BRIDGE AND APPROXIMATELY LEVEL WITH ROADWAY.
 BJ2103
 BJ2103                          STATION RECOVERY (1987)
 BJ2103
 BJ2103'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ2103'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ2103'THE MARK IS 1.68 METERS  SE FROM A WITNESS POST.
 BJ2103
 BJ2103                          STATION RECOVERY (1998)
 BJ2103
 BJ2103'RECOVERY NOTE BY US POWER SQUADRON 1998
 BJ2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2104 ***********************************************************************
 BJ2104  DESIGNATION -  17 V 6
 BJ2104  PID         -  BJ2104
 BJ2104  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2104  USGS QUAD   -  PLAQUEMINE (1992)
 BJ2104
 BJ2104                         *CURRENT SURVEY CONTROL
 BJ2104  ___________________________________________________________________
 BJ2104* NAD 83(1986)-  30 21 26.     (N)    091 08 57.     (W)     SCALED    
 BJ2104* NAVD 88     -         6.242  (meters)      20.48   (feet)  ADJUSTED  
 BJ2104  ___________________________________________________________________
 BJ2104  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2104  DYNAMIC HT  -           6.234 (meters)      20.45  (feet)  COMP
 BJ2104  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 BJ2104
 BJ2104  VERT ORDER  -  SECOND    CLASS 0
 BJ2104
 BJ2104.The horizontal coordinates were scaled from a topographic map and have
 BJ2104.an estimated accuracy of +/- 6 seconds.
 BJ2104
 BJ2104.The orthometric height was determined by differential leveling
 BJ2104.and adjusted by the National Geodetic Survey in February 1994..
 BJ2104
 BJ2104.The geoid height was determined by GEOID03.
 BJ2104
 BJ2104.The dynamic height is computed by dividing the NAVD 88
 BJ2104.geopotential number by the normal gravity value computed on the
 BJ2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2104.degrees latitude (g = 980.6199 gals.).
 BJ2104
 BJ2104.The modeled gravity was interpolated from observed gravity values.
 BJ2104
 BJ2104;                    North         East    Units  Estimated Accuracy
 BJ2104;SPC LA S     -   205,880.    1,017,710.      MT  (+/- 180 meters Scaled)
 BJ2104
 BJ2104                          SUPERSEDED SURVEY CONTROL
 BJ2104
 BJ2104  NGVD 29 (??/??/??)    6.260  (m)           20.54   (f) ADJUSTED    2 0
 BJ2104
 BJ2104.Superseded values are not recommended for survey control.
 BJ2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2104.See file dsdata.txt to determine how the superseded data were derived.
 BJ2104
 BJ2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP778598(NAD 83)
 BJ2104_MARKER: DD = SURVEY DISK
 BJ2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2104_SP_SET: CONCRETE POST
 BJ2104_STAMPING: 17V6 1968
 BJ2104_MARK LOGO: LADH  
 BJ2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2104+STABILITY: SURFACE MOTION
 BJ2104
 BJ2104  HISTORY     - Date     Condition        Report By
 BJ2104  HISTORY     - 1968     MONUMENTED       LADH
 BJ2104  HISTORY     - 1969     GOOD             LADTD
 BJ2104  HISTORY     - 1987     GOOD             LA-033
 BJ2104
 BJ2104                          STATION DESCRIPTION
 BJ2104
 BJ2104'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2104'4.20 MI S FROM BATON ROUGE.
 BJ2104'ABOUT 4.20 MILES SOUTH ALONG NEW STATE HIGHWAY 30 FROM INTERSECTION OF
 BJ2104'STATE HIGHWAY 30 AND STATE HIGHWAY 327 NEAR SOUTHWEST CORNER OF
 BJ2104'LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM.  IT IS 157.5 FEET WEST OF
 BJ2104'CENTERLINE OF NEW STATE HIGHWAY 30, 45.1 FEET WEST OF WEST RAIL OF
 BJ2104'KANSAS CITY SOUTHERN RAILROAD, 256.5 FEET SOUTH OF MILE POST NO. 373,
 BJ2104'59.3 FEET WEST OF CENTER OF ROUND SIGNAL SWITCH BOX.  SET IN TOP OF A
 BJ2104'CONCRETE POST PROJECTING APPROXIMATELY 2 INCHES ABOVE GROUND LEVEL AND
 BJ2104'1.5 FEET NORTHWEST OF A STEEL WITNESS POST.
 BJ2104
 BJ2104                          STATION RECOVERY (1987)
 BJ2104
 BJ2104'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ2104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2105 ***********************************************************************
 BJ2105  DESIGNATION -  17 V 7
 BJ2105  PID         -  BJ2105
 BJ2105  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2105  USGS QUAD   -  PLAQUEMINE (1992)
 BJ2105
 BJ2105                         *CURRENT SURVEY CONTROL
 BJ2105  ___________________________________________________________________
 BJ2105* NAD 83(1986)-  30 20 44.     (N)    091 08 27.     (W)     SCALED    
 BJ2105* NAVD 88     -         7.272  (meters)      23.86   (feet)  ADJUSTED  
 BJ2105  ___________________________________________________________________
 BJ2105  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2105  DYNAMIC HT  -           7.263 (meters)      23.83  (feet)  COMP
 BJ2105  MODELED GRAV-     979,327.3   (mgal)                       NAVD 88
 BJ2105
 BJ2105  VERT ORDER  -  SECOND    CLASS 0
 BJ2105
 BJ2105.The horizontal coordinates were scaled from a topographic map and have
 BJ2105.an estimated accuracy of +/- 6 seconds.
 BJ2105
 BJ2105.The orthometric height was determined by differential leveling
 BJ2105.and adjusted by the National Geodetic Survey in February 1994..
 BJ2105
 BJ2105.The geoid height was determined by GEOID03.
 BJ2105
 BJ2105.The dynamic height is computed by dividing the NAVD 88
 BJ2105.geopotential number by the normal gravity value computed on the
 BJ2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2105.degrees latitude (g = 980.6199 gals.).
 BJ2105
 BJ2105.The modeled gravity was interpolated from observed gravity values.
 BJ2105
 BJ2105;                    North         East    Units  Estimated Accuracy
 BJ2105;SPC LA S     -   204,590.    1,018,510.      MT  (+/- 180 meters Scaled)
 BJ2105
 BJ2105                          SUPERSEDED SURVEY CONTROL
 BJ2105
 BJ2105  NGVD 29 (??/??/??)    7.284  (m)           23.90   (f) ADJUSTED    2 0
 BJ2105
 BJ2105.Superseded values are not recommended for survey control.
 BJ2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2105.See file dsdata.txt to determine how the superseded data were derived.
 BJ2105
 BJ2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP787585(NAD 83)
 BJ2105_MARKER: DD = SURVEY DISK
 BJ2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2105_SP_SET: CONCRETE POST
 BJ2105_STAMPING: 17 V 7 1968
 BJ2105_MARK LOGO: LADH  
 BJ2105_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2105+STABILITY: SURFACE MOTION
 BJ2105
 BJ2105  HISTORY     - Date     Condition        Report By
 BJ2105  HISTORY     - 1968     MONUMENTED       LADH
 BJ2105  HISTORY     - 1969     GOOD             LADTD
 BJ2105  HISTORY     - 1987     GOOD             LA-033
 BJ2105
 BJ2105                          STATION DESCRIPTION
 BJ2105
 BJ2105'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2105'5.10 MI S FROM BATON ROUGE.
 BJ2105'ABOUT 5.10 MILES SOUTH ALONG NEW STATE HIGHWAY 30 FROM INTERSECTION OF
 BJ2105'STATE HIGHWAY 30 AND STATE HIGHWAY 327 NEAR SOUTHWEST CORNER OF
 BJ2105'LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM.  IT IS 183.3 FEET WEST OF
 BJ2105'CENTERLINE OF NEW STATE HIGHWAY 30, 118.4 FEET NORTH OF STATE HIGHWAY
 BJ2105'327, 62.2 FEET WEST OF WEST RAIL OF MAIN LINE OF KANSAS CITY SOUTHERN
 BJ2105'RAILROAD, 630.0 FEET SOUTH OF RAILROAD SIGNAL LIGHT, 84.4 FEET NORTH
 BJ2105'OF SOUTHEAST CORNER AND 64.4 FEET SOUTH OF NORTHEAST CORNER OF CHAIN
 BJ2105'LINK FENCE AT GULF STATE UTILITIES COMPANY SUB STATION, 1.0 FOOT EAST
 BJ2105'OF CHAIN LINK FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 4
 BJ2105'INCHES ABOVE GROUND LEVEL AND 5.0 FEET BELOW RAIL, 2.0 FEET NORTH OF A
 BJ2105'STEEL WITNESS POST.
 BJ2105
 BJ2105                          STATION RECOVERY (1987)
 BJ2105
 BJ2105'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ2105'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 8.21 KM
 BJ2105'(5.1 MI) SOUTH ON STATE HIGHWAY 30 (NICHOLSON DRIVE) FROM THE
 BJ2105'SOUTHWEST CORNER OF THE LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM
 BJ2105'TO THE MARK SET ON THE WEST SIDE OF THE HIGHWAY JUST NORTH OF THE
 BJ2105'JUNCTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 327 (GARDERE LANE)
 BJ2105'55.9 METERS (183.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 30,
 BJ2105'36.1 METERS (118.4 FT) NORTH OF STATE HIGHWAY 327, 19.6 METERS (64.4
 BJ2105'FT) SOUTH OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND A
 BJ2105'SMALL POWER STATION AND 0.31 METERS (1.0 FT) EAST OF A CHAIN LINK
 BJ2105'FENCE.
 BJ2105'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ2105'THE MARK IS 1.52 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2106 ***********************************************************************
 BJ2106  DESIGNATION -  17 V 8 LADH
 BJ2106  PID         -  BJ2106
 BJ2106  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2106  USGS QUAD   -  PLAQUEMINE (1992)
 BJ2106
 BJ2106                         *CURRENT SURVEY CONTROL
 BJ2106  ___________________________________________________________________
 BJ2106* NAD 83(1986)-  30 19 17.     (N)    091 07 43.     (W)     SCALED    
 BJ2106* NAVD 88     -         6.83   (+/-2cm)      22.4    (feet)  VERTCON   
 BJ2106  ___________________________________________________________________
 BJ2106  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ2106
 BJ2106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2106
 BJ2106.The horizontal coordinates were scaled from a topographic map and have
 BJ2106.an estimated accuracy of +/- 6 seconds.
 BJ2106
 BJ2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2106.The vertical order pertains to the NGVD 29 superseded value.
 BJ2106
 BJ2106.The geoid height was determined by GEOID03.
 BJ2106
 BJ2106;                    North         East    Units  Estimated Accuracy
 BJ2106;SPC LA S     -   201,910.    1,019,690.      MT  (+/- 180 meters Scaled)
 BJ2106
 BJ2106                          SUPERSEDED SURVEY CONTROL
 BJ2106
 BJ2106  NGVD 29 (??/??/??)    6.882  (m)           22.58   (f) ADJUSTED    2 0
 BJ2106
 BJ2106.Superseded values are not recommended for survey control.
 BJ2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2106.See file dsdata.txt to determine how the superseded data were derived.
 BJ2106
 BJ2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP799558(NAD 83)
 BJ2106_MARKER: DD = SURVEY DISK
 BJ2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2106_STAMPING: 17V8 1968
 BJ2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2106+STABILITY: SURFACE MOTION
 BJ2106
 BJ2106  HISTORY     - Date     Condition        Report By
 BJ2106  HISTORY     - 1968     MONUMENTED       LADH
 BJ2106  HISTORY     - 1969     GOOD             CGS
 BJ2106
 BJ2106                          STATION DESCRIPTION
 BJ2106
 BJ2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ2106'6.99 MI S FROM BATON ROUGE.
 BJ2106'ABOUT 6.99 MILES SOUTH ALONG NEW STATE HIGHWAY 30 FROM THE
 BJ2106'INTERSECTION OF NEW STATE HIGHWAY 30 AND STATE HIGHWAY 327 NEAR THE
 BJ2106'SOUTHWEST CORNER OF THE LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM.
 BJ2106'IT IS 397.4 FEET NORTH OF RAILROAD LIGHT SIGNAL NO. L-3759 ON THE
 BJ2106'KANSAS CITY RAILROAD, 37.0 FEET NORTHEAST OF THE EAST POLE OF GULF
 BJ2106'STATES UTILITIES POWER LINE.  SET IN TOP OF A CONCRETE POST PROJECTING
 BJ2106'3 INCHES ABOVE GROUND LEVEL AND 3.0 FEET BELOW LEVEL OF THE WEST RAIL,
 BJ2106'1.5 FEET SOUTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3388 ***********************************************************************
 BJ3388  DESIGNATION -  17 V 9
 BJ3388  PID         -  BJ3388
 BJ3388  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3388  USGS QUAD   -  COMITE (1996)
 BJ3388
 BJ3388                         *CURRENT SURVEY CONTROL
 BJ3388  ___________________________________________________________________
 BJ3388* NAD 83(1986)-  30 35 36.     (N)    091 02 53.     (W)     SCALED    
 BJ3388* NAVD 88     -        23.903  (meters)      78.42   (feet)  ADJUSTED  
 BJ3388  ___________________________________________________________________
 BJ3388  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3388  DYNAMIC HT  -          23.872 (meters)      78.32  (feet)  COMP
 BJ3388  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ3388
 BJ3388  VERT ORDER  -  SECOND    CLASS I
 BJ3388
 BJ3388.The horizontal coordinates were scaled from a topographic map and have
 BJ3388.an estimated accuracy of +/- 6 seconds.
 BJ3388
 BJ3388.The orthometric height was determined by differential leveling
 BJ3388.and adjusted by the National Geodetic Survey in February 1994..
 BJ3388
 BJ3388.The geoid height was determined by GEOID03.
 BJ3388
 BJ3388.The dynamic height is computed by dividing the NAVD 88
 BJ3388.geopotential number by the normal gravity value computed on the
 BJ3388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3388.degrees latitude (g = 980.6199 gals.).
 BJ3388
 BJ3388.The modeled gravity was interpolated from observed gravity values.
 BJ3388
 BJ3388;                    North         East    Units  Estimated Accuracy
 BJ3388;SPC LA S     -   232,070.    1,027,360.      MT  (+/- 180 meters Scaled)
 BJ3388
 BJ3388                          SUPERSEDED SURVEY CONTROL
 BJ3388
 BJ3388.No superseded survey control is available for this station.
 BJ3388
 BJ3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP871861(NAD 83)
 BJ3388_MARKER: DB = BENCH MARK DISK
 BJ3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3388_SP_SET: CONCRETE POST
 BJ3388_STAMPING: 17 V 9 1983
 BJ3388_MARK LOGO: LADH  
 BJ3388_PROJECTION: FLUSH
 BJ3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3388+STABILITY: SURFACE MOTION
 BJ3388
 BJ3388  HISTORY     - Date     Condition        Report By
 BJ3388  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3388  HISTORY     - 1987     GOOD             LA-033
 BJ3388
 BJ3388                          STATION DESCRIPTION
 BJ3388
 BJ3388'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3388'4.4 KM (2.7 MI) NNW FROM CENTRAL.
 BJ3388'ABOUT 2.1 KM (3.4 MILES) NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION
 BJ3388'WITH STATE HIGHWAY 408 TO THE BENCH MARK SET ON THE LEFT AND WEST OF
 BJ3388'STATE HIGHWAY 946 NEAR THE INTERSECTION WITH MCCULLOUGH ROAD, THE MARK
 BJ3388'IS 33.5 METERS (110 FEET) WEST OF THE CENTER OF STATE HIGHWAY 946,
 BJ3388'12.8 METERS (42 FEET) NORTH OF THE CENTER OF MCCULLOUGH ROAD, 0.6
 BJ3388'METERS (2 FEET) EAST OF A FENCE CORNER AND 0.5 METERS (1.5 FEET) EAST
 BJ3388'OF A EAST BATON ROUGE PARISH RIGHT-OF-WAY MARKER.
 BJ3388'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3388'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 BJ3388
 BJ3388                          STATION RECOVERY (1987)
 BJ3388
 BJ3388'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0197 ***********************************************************************
 BJ0197  DESIGNATION -  17 WARL
 BJ0197  PID         -  BJ0197
 BJ0197  STATE/COUNTY-  LA/ST LANDRY
 BJ0197  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0197
 BJ0197                         *CURRENT SURVEY CONTROL
 BJ0197  ___________________________________________________________________
 BJ0197* NAD 83(1986)-  30 46 42.     (N)    091 46 13.     (W)     SCALED    
 BJ0197* NAVD 88     -        12.897  (meters)      42.31   (feet)  ADJUSTED  
 BJ0197  ___________________________________________________________________
 BJ0197  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0197  DYNAMIC HT  -          12.880 (meters)      42.26  (feet)  COMP
 BJ0197  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 BJ0197
 BJ0197  VERT ORDER  -  FIRST     CLASS I
 BJ0197
 BJ0197.The horizontal coordinates were scaled from a topographic map and have
 BJ0197.an estimated accuracy of +/- 6 seconds.
 BJ0197
 BJ0197.The orthometric height was determined by differential leveling
 BJ0197.and adjusted by the National Geodetic Survey in February 1994..
 BJ0197
 BJ0197.The geoid height was determined by GEOID03.
 BJ0197
 BJ0197.The dynamic height is computed by dividing the NAVD 88
 BJ0197.geopotential number by the normal gravity value computed on the
 BJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0197.degrees latitude (g = 980.6199 gals.).
 BJ0197
 BJ0197.The modeled gravity was interpolated from observed gravity values.
 BJ0197
 BJ0197;                    North         East    Units  Estimated Accuracy
 BJ0197;SPC LA S     -   252,630.      958,170.      MT  (+/- 180 meters Scaled)
 BJ0197
 BJ0197                          SUPERSEDED SURVEY CONTROL
 BJ0197
 BJ0197  NAVD 88 (06/15/91)   12.933  (m)           42.43   (f) UNKNOWN     1 1
 BJ0197  NGVD 29 (??/??/??)   12.893  (m)           42.30   (f) ADJUSTED    1 1
 BJ0197
 BJ0197.Superseded values are not recommended for survey control.
 BJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0197.See file dsdata.txt to determine how the superseded data were derived.
 BJ0197
 BJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ176056(NAD 83)
 BJ0197_MARKER: DD = SURVEY DISK
 BJ0197_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0197_SP_SET: 107 FT IRON PIPE
 BJ0197_STAMPING: PBM 17 WARL 1976 USE
 BJ0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0197
 BJ0197  HISTORY     - Date     Condition        Report By
 BJ0197  HISTORY     - 1976     MONUMENTED       USE
 BJ0197  HISTORY     - 1976     GOOD             NGS
 BJ0197
 BJ0197                          STATION DESCRIPTION
 BJ0197
 BJ0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0197'6.7 MI NORTH FROM MELVILLE.
 BJ0197'6.7 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0197'RAILROAD OVERPASS, 0.1 MILE SOUTH OF HIGHWAY MILEPOST 18 AND A DRIVE
 BJ0197'LEADING WEST, 147 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 187 FT
 BJ0197'EAST OF AND ACROSS THE HIGHWAY FROM TELEPHONE CABLE SPLICE BOX 41.5,
 BJ0197'A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 107 FT ENCASED
 BJ0197'IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 91 FT WITH A 3-INCH SCREW
 BJ0197'CAP FOR ACCESS. THE SCREW CAP PROJECTS 21 INCHES ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1169 ***********************************************************************
 CP1169  DESIGNATION -  1700 A BOLT
 CP1169  PID         -  CP1169
 CP1169  STATE/COUNTY-  LA/EAST CARROLL
 CP1169  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1169
 CP1169                         *CURRENT SURVEY CONTROL
 CP1169  ___________________________________________________________________
 CP1169* NAD 83(1986)-  32 39 44.     (N)    091 10 27.     (W)     SCALED    
 CP1169* NAVD 88     -        29.55   (+/-2cm)      96.9    (feet)  VERTCON   
 CP1169  ___________________________________________________________________
 CP1169  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1169
 CP1169  VERT ORDER  -  ? (See Below)
 CP1169
 CP1169.The horizontal coordinates were scaled from a topographic map and have
 CP1169.an estimated accuracy of +/- 6 seconds.
 CP1169
 CP1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1169.The vertical order pertains to the NGVD 29 superseded value.
 CP1169
 CP1169.The geoid height was determined by GEOID03.
 CP1169
 CP1169;                    North         East    Units  Estimated Accuracy
 CP1169;SPC LA N     -   240,510.    1,124,370.      MT  (+/- 180 meters Scaled)
 CP1169
 CP1169                          SUPERSEDED SURVEY CONTROL
 CP1169
 CP1169  NGVD 29 (??/??/92)   29.591  (m)           97.08   (f) ADJ UNCH    ?  
 CP1169
 CP1169.Superseded values are not recommended for survey control.
 CP1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1169.See file dsdata.txt to determine how the superseded data were derived.
 CP1169
 CP1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712153(NAD 83)
 CP1169_MARKER: B = BOLT
 CP1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1169_SP_SET: STONE
 CP1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1169+STABILITY: SURFACE MOTION
 CP1169
 CP1169  HISTORY     - Date     Condition        Report By
 CP1169  HISTORY     - UNK      MONUMENTED       DOD
 CP1169  HISTORY     - 1934     GOOD             DOD
 CP1169
 CP1169                          STATION DESCRIPTION
 CP1169
 CP1169'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1169'1 MI S FROM TRANSYLVANIA.
 CP1169'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1169'MISS. RIVER, EAST CARROLL PARISH, LOUISIANA, APPROXIMATELY 1 MILE
 CP1169'SOUTH OF TRANSYLVANIA, LA.  1334 FEET SOUTHEAST OF LEVEE STATION NO.
 CP1169'1700.  35 FEET NORTHWEST OF HOUSE.  20 FEET SOUTHEAST OF CENTER LINE
 CP1169'OF DITCH.  3 FEET NORTHWEST OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1168 ***********************************************************************
 CP1168  DESIGNATION -  1700 A CAP
 CP1168  PID         -  CP1168
 CP1168  STATE/COUNTY-  LA/EAST CARROLL
 CP1168  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1168
 CP1168                         *CURRENT SURVEY CONTROL
 CP1168  ___________________________________________________________________
 CP1168* NAD 83(1986)-  32 39 44.     (N)    091 10 27.     (W)     SCALED    
 CP1168* NAVD 88     -        30.75   (+/-2cm)     100.9    (feet)  VERTCON   
 CP1168  ___________________________________________________________________
 CP1168  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1168
 CP1168  VERT ORDER  -  ? (See Below)
 CP1168
 CP1168.The horizontal coordinates were scaled from a topographic map and have
 CP1168.an estimated accuracy of +/- 6 seconds.
 CP1168
 CP1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1168.The vertical order pertains to the NGVD 29 superseded value.
 CP1168
 CP1168.The geoid height was determined by GEOID03.
 CP1168
 CP1168;                    North         East    Units  Estimated Accuracy
 CP1168;SPC LA N     -   240,510.    1,124,370.      MT  (+/- 180 meters Scaled)
 CP1168
 CP1168                          SUPERSEDED SURVEY CONTROL
 CP1168
 CP1168  NGVD 29 (??/??/92)   30.794  (m)          101.03   (f) ADJ UNCH    ?  
 CP1168
 CP1168.Superseded values are not recommended for survey control.
 CP1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1168.See file dsdata.txt to determine how the superseded data were derived.
 CP1168
 CP1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712153(NAD 83)
 CP1168_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1168
 CP1168  HISTORY     - Date     Condition        Report By
 CP1168  HISTORY     - UNK      MONUMENTED       DOD
 CP1168  HISTORY     - 1934     GOOD             DOD
 CP1168
 CP1168                          STATION DESCRIPTION
 CP1168
 CP1168'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1168'1 MI S FROM TRANSYLVANIA.
 CP1168'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1168'MISS. RIVER, EAST CARROLL PARISH, LOUISIANA, APPROXIMATELY 1 MILE
 CP1168'SOUTH OF TRANSYLVANIA, LA.  1334 FEET SOUTHEAST OF LEVEE STATION NO.
 CP1168'1700.  35 FEET NORTHWEST OF HOUSE.  20 FEET SOUTHEAST OF CENTER LINE
 CP1168'OF DITCH.  3 FEET NORTHWEST OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0709 ***********************************************************************
 BW0709  DESIGNATION -  1700 RS BOLT
 BW0709  PID         -  BW0709
 BW0709  STATE/COUNTY-  LA/TENSAS
 BW0709  USGS QUAD   -  LAKE BRUIN (1994)
 BW0709
 BW0709                         *CURRENT SURVEY CONTROL
 BW0709  ___________________________________________________________________
 BW0709* NAD 83(1986)-  31 52 34.     (N)    091 15 48.     (W)     SCALED    
 BW0709* NAVD 88     -        24.36   (+/-2cm)      79.9    (feet)  VERTCON   
 BW0709  ___________________________________________________________________
 BW0709  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW0709
 BW0709  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0709
 BW0709.The horizontal coordinates were scaled from a topographic map and have
 BW0709.an estimated accuracy of +/- 6 seconds.
 BW0709
 BW0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0709.The vertical order pertains to the NGVD 29 superseded value.
 BW0709
 BW0709.The geoid height was determined by GEOID03.
 BW0709
 BW0709;                    North         East    Units  Estimated Accuracy
 BW0709;SPC LA N     -   153,240.    1,117,000.      MT  (+/- 180 meters Scaled)
 BW0709
 BW0709                          SUPERSEDED SURVEY CONTROL
 BW0709
 BW0709  NGVD 29 (??/??/92)   24.37   (m)           80.0    (f) COMPUTED    1 2
 BW0709
 BW0709.Superseded values are not recommended for survey control.
 BW0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0709.See file dsdata.txt to determine how the superseded data were derived.
 BW0709
 BW0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR642280(NAD 83)
 BW0709_MARKER: B = BOLT
 BW0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0709_SP_SET: TILE
 BW0709_STAMPING: 1700 R S
 BW0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0709
 BW0709  HISTORY     - Date     Condition        Report By
 BW0709  HISTORY     - UNK      MONUMENTED       USE
 BW0709  HISTORY     - 1938     GOOD             NGS
 BW0709
 BW0709                          STATION DESCRIPTION
 BW0709
 BW0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0709'3 MI SW FROM ST JOSEPH.
 BW0709'3 MILES SOUTHWEST OF ST. JOSEPH, TENSAS PARISH, 0.4 MILE NORTH OF
 BW0709'RODNEY CUT OFF, ON THE WEST BANQUETTE OF THE EASTERN AND OLD LEVEE,
 BW0709'AND 3 FEET WEST OF THE LEVEE ROAD.  A COPPER BOLT, SET IN THE TOP OF A
 BW0709'TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 BW0709'PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2923 ***********************************************************************
 CQ2923  DESIGNATION -  1710 LAGS 1952
 CQ2923  PID         -  CQ2923
 CQ2923  STATE/COUNTY-  LA/LINCOLN
 CQ2923  USGS QUAD   -  DUBACH (1985)
 CQ2923
 CQ2923                         *CURRENT SURVEY CONTROL
 CQ2923  ___________________________________________________________________
 CQ2923* NAD 83(1992)-  32 39 25.74451(N)    092 38 58.83258(W)     ADJUSTED  
 CQ2923* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 CQ2923  ___________________________________________________________________
 CQ2923  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CQ2923  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ2923
 CQ2923  HORZ ORDER  -  SECOND
 CQ2923
 CQ2923.The horizontal coordinates were established by classical geodetic methods
 CQ2923.and adjusted by the National Geodetic Survey in January 1993..
 CQ2923
 CQ2923.The orthometric height was scaled from a topographic map.
 CQ2923
 CQ2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2923
 CQ2923.The geoid height was determined by GEOID03.
 CQ2923
 CQ2923;                    North         East     Units Scale Factor Converg.
 CQ2923;SPC LA N     -   239,191.374   985,958.510   MT  0.99999784   -0 04 44.9
 CQ2923;SPC LA N     -   784,747.03  3,234,765.54   sFT  0.99999784   -0 04 44.9
 CQ2923;UTM  15      - 3,613,333.938   532,851.905   MT  0.99961331   +0 11 20.5
 CQ2923
 CQ2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2923!SPC LA N     -   0.99999245  x   0.99999784  =   0.99999029
 CQ2923!UTM  15      -   0.99999245  x   0.99961331  =   0.99960577
 CQ2923
 CQ2923                          SUPERSEDED SURVEY CONTROL
 CQ2923
 CQ2923  NAD 83(1986)-  32 39 25.75726(N)    092 38 58.82279(W) AD(       ) 2
 CQ2923  NAD 27      -  32 39 25.23000(N)    092 38 58.28200(W) AD(       ) 2
 CQ2923
 CQ2923.Superseded values are not recommended for survey control.
 CQ2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2923.See file dsdata.txt to determine how the superseded data were derived.
 CQ2923
 CQ2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3285213334(NAD 83)
 CQ2923_MARKER: DD = SURVEY DISK
 CQ2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2923_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2923+STABILITY: SURFACE MOTION
 CQ2923
 CQ2923  HISTORY     - Date     Condition        Report By
 CQ2923  HISTORY     - 1952     MONUMENTED       LAGS
 CQ2923
 CQ2923                          STATION DESCRIPTION
 CQ2923
 CQ2923'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1952 (RCD)
 CQ2923'THE STATION IS IN SECTION 11, T 3 W, R 19 R, ABOUT 4.5 MILES
 CQ2923'NORTH OF VIENNA, 3 MILES SOUTH OF DUBACH, 121 FEET NORTHEAST
 CQ2923'OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY 167 AND
 CQ2923'A GRAVELED CROSS ROAD, 45 FEET NORTHEAST OF THE NORTHEAST
 CQ2923'CORNER OF A HOUSE, 43 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 CQ2923'167, 5 FEET EAST OF TELEPHONE POLE NO. 50 AND 4 FEET EAST
 CQ2923'OF A FENCE CORNER.
 CQ2923'
 CQ2923'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 CQ2923'DUBACH, AND THE DISTANCE IS 72.750 METERS (238.68 FEET) EAST
 CQ2923'OF THE STATION DUBACH.  THE MARK IS A STANDARD STATE CONTROL
 CQ2923'SURVEY DISK STAMPED 1710, AND IS SET IN A SQUARE CONCRETE
 CQ2923'POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1959 ***********************************************************************
 BJ1959  DESIGNATION -  173/1 BOLT
 BJ1959  PID         -  BJ1959
 BJ1959  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1959  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1959
 BJ1959                         *CURRENT SURVEY CONTROL
 BJ1959  ___________________________________________________________________
 BJ1959* NAD 83(1986)-  30 21 29.     (N)    091 13 28.     (W)     SCALED    
 BJ1959* NAVD 88     -         6.79   (+/-2cm)      22.3    (feet)  VERTCON   
 BJ1959  ___________________________________________________________________
 BJ1959  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1959
 BJ1959  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1959
 BJ1959.The horizontal coordinates were scaled from a topographic map and have
 BJ1959.an estimated accuracy of +/- 6 seconds.
 BJ1959
 BJ1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1959.The vertical order pertains to the NGVD 29 superseded value.
 BJ1959
 BJ1959.The geoid height was determined by GEOID03.
 BJ1959
 BJ1959;                    North         East    Units  Estimated Accuracy
 BJ1959;SPC LA S     -   205,960.    1,010,470.      MT  (+/- 180 meters Scaled)
 BJ1959
 BJ1959                          SUPERSEDED SURVEY CONTROL
 BJ1959
 BJ1959  NGVD 29 (??/??/??)    6.812  (m)           22.35   (f) ADJUSTED    1 2
 BJ1959
 BJ1959.Superseded values are not recommended for survey control.
 BJ1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1959.See file dsdata.txt to determine how the superseded data were derived.
 BJ1959
 BJ1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP706597(NAD 83)
 BJ1959_MARKER: B = BOLT
 BJ1959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1959_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1959
 BJ1959  HISTORY     - Date     Condition        Report By
 BJ1959  HISTORY     - UNK      MONUMENTED       DOD
 BJ1959  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1959
 BJ1959                          STATION DESCRIPTION
 BJ1959
 BJ1959'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BJ1959'6.5 MI S FROM BATON ROUGE.
 BJ1959'6.5 MILES SOUTH ALONG THE LEVEE ROAD FROM THE ILLINOIS CENTRAL
 BJ1959'RAILROAD STATION AT BATON ROUGE,EAST BATON ROUGE PARISH,TO THE CONRAD
 BJ1959'PLANTATION HOUSE ON CONRAD POINT, PSAA IN THROUGH THE HOUSE AND BEAR
 BJ1959'TO RIGHT AROUND THE BARN TO THE GATE AT A DITCH AN THE BEGINNING OF
 BJ1959'THE STOCK TRAILS TO THE PASTURE, AND THEN FOLLOW THE TRAILS FOR
 BJ1959'ABOUT 1/2 MILE NORTHEAST ACROSS THE PASTURE; 110 PACES NORTH OF A
 BJ1959'T-FENCE AND DITCH JUNCTION, AND 10 PACES EAST OF A NORTH-AND-SOUTH
 BJ1959'FENCE. A COPPER BOLT, LEADED IN THE TOP OF A TILE ABOUT 4 FEET
 BJ1959'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 BJ1959'A CORPS OF ENG. STANDARD CAP, STAMPED "173/1."
 BJ1959
 BJ1959                          STATION RECOVERY (1964)
 BJ1959
 BJ1959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1959'ON THE CONRAD PLANTATION, ABOUT 1/2 MILE NORTHEAST OF THE MANSION AND
 BJ1959'CONRAD POINT.  TO REACH FROM BATON ROUGE, GO SOUTH ON THE LEVEE ROAD,
 BJ1959'06.5 MILES TO THE CONRAD PLANTATION HOUSE AT CONRAD POINT.  PASS IN
 BJ1959'THROUGH THE HOUSE AND BEAR TO THE R. AROUND THE BARN TO THE GATE AT A
 BJ1959'DITCH AND THE BEGINNING OF THE STOCK TRAILS TO THE PASTURE.  THEN
 BJ1959'FOLLOW THE TRAILS ABOUT 1/2 MILE NORTHEAST ACROSS THE PASTURE TO THE
 BJ1959'MARK WHICH IS 110 PACES NORTH OF A T. FENCE AND DITCH INTERSECTION AND
 BJ1959'10 PACES EAST OF A N.S. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3183 ***********************************************************************
 BJ3183  DESIGNATION -  173/1 CAP
 BJ3183  PID         -  BJ3183
 BJ3183  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3183  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3183
 BJ3183                         *CURRENT SURVEY CONTROL
 BJ3183  ___________________________________________________________________
 BJ3183* NAD 83(1986)-  30 21 29.     (N)    091 13 28.     (W)     SCALED    
 BJ3183* NAVD 88     -         8.03   (+/-2cm)      26.3    (feet)  VERTCON   
 BJ3183  ___________________________________________________________________
 BJ3183  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3183
 BJ3183  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ3183
 BJ3183.The horizontal coordinates were scaled from a topographic map and have
 BJ3183.an estimated accuracy of +/- 6 seconds.
 BJ3183
 BJ3183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3183.The vertical order pertains to the NGVD 29 superseded value.
 BJ3183
 BJ3183.The geoid height was determined by GEOID03.
 BJ3183
 BJ3183;                    North         East    Units  Estimated Accuracy
 BJ3183;SPC LA S     -   205,960.    1,010,470.      MT  (+/- 180 meters Scaled)
 BJ3183
 BJ3183                          SUPERSEDED SURVEY CONTROL
 BJ3183
 BJ3183  NGVD 29 (??/??/??)    8.053  (m)           26.42   (f) ADJUSTED    1 2
 BJ3183
 BJ3183.Superseded values are not recommended for survey control.
 BJ3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3183.See file dsdata.txt to determine how the superseded data were derived.
 BJ3183
 BJ3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP706597(NAD 83)
 BJ3183_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ3183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ3183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ3183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3183
 BJ3183  HISTORY     - Date     Condition        Report By
 BJ3183  HISTORY     - UNK      MONUMENTED       DOD
 BJ3183  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ3183
 BJ3183                          STATION DESCRIPTION
 BJ3183
 BJ3183'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BJ3183'6.5 MI S FROM BATON ROUGE.
 BJ3183'6.5 MILES SOUTH ALONG THE LEVEE ROAD FROM THE ILLINOIS CENTRAL
 BJ3183'RAILROAD STATION AT BATON ROUGE,EAST BATON ROUGE PARISH,TO THE CONRAD
 BJ3183'PLANTATION HOUSE ON CONRAD POINT, PSAA IN THROUGH THE HOUSE AND BEAR
 BJ3183'TO RIGHT AROUND THE BARN TO THE GATE AT A DITCH AN THE BEGINNING OF
 BJ3183'THE STOCK TRAILS TO THE PASTURE, AND THEN FOLLOW THE TRAILS FOR
 BJ3183'ABOUT 1/2 MILE NORTHEAST ACROSS THE PASTURE; 110 PACES NORTH OF A
 BJ3183'T-FENCE AND DITCH JUNCTION, AND 10 PACES EAST OF A NORTH-AND-SOUTH
 BJ3183'FENCE. A COPPER BOLT, LEADED IN THE TOP OF A TILE ABOUT 4 FEET
 BJ3183'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 BJ3183'A CORPS OF ENG. STANDARD CAP, STAMPED "173/1."
 BJ3183
 BJ3183                          STATION RECOVERY (1964)
 BJ3183
 BJ3183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ3183'ON THE CONRAD PLANTATION, ABOUT 1/2 MILE NORTHEAST OF THE MANSION AND
 BJ3183'CONRAD POINT.  TO REACH FROM BATON ROUGE, GO SOUTH ON THE LEVEE ROAD,
 BJ3183'06.5 MILES TO THE CONRAD PLANTATION HOUSE AT CONRAD POINT.  PASS IN
 BJ3183'THROUGH THE HOUSE AND BEAR TO THE R. AROUND THE BARN TO THE GATE AT A
 BJ3183'DITCH AND THE BEGINNING OF THE STOCK TRAILS TO THE PASTURE.  THEN
 BJ3183'FOLLOW THE TRAILS ABOUT 1/2 MILE NORTHEAST ACROSS THE PASTURE TO THE
 BJ3183'MARK WHICH IS 110 PACES NORTH OF A T. FENCE AND DITCH INTERSECTION AND
 BJ3183'10 PACES EAST OF A N.S. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0970 ***********************************************************************
 CQ0970  DESIGNATION -  1734 LAGS
 CQ0970  PID         -  CQ0970
 CQ0970  STATE/COUNTY-  LA/LINCOLN
 CQ0970  USGS QUAD   -  RUSTON EAST (1994)
 CQ0970
 CQ0970                         *CURRENT SURVEY CONTROL
 CQ0970  ___________________________________________________________________
 CQ0970* NAD 83(1986)-  32 32 00.     (N)    092 37 09.     (W)     SCALED    
 CQ0970* NAVD 88     -        86.221  (meters)     282.88   (feet)  ADJUSTED  
 CQ0970  ___________________________________________________________________
 CQ0970  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0970  DYNAMIC HT  -          86.124 (meters)     282.56  (feet)  COMP
 CQ0970  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 CQ0970
 CQ0970  VERT ORDER  -  FIRST     CLASS II
 CQ0970
 CQ0970.The horizontal coordinates were scaled from a topographic map and have
 CQ0970.an estimated accuracy of +/- 6 seconds.
 CQ0970
 CQ0970.The orthometric height was determined by differential leveling
 CQ0970.and adjusted by the National Geodetic Survey in June 1991..
 CQ0970
 CQ0970.The geoid height was determined by GEOID03.
 CQ0970
 CQ0970.The dynamic height is computed by dividing the NAVD 88
 CQ0970.geopotential number by the normal gravity value computed on the
 CQ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0970.degrees latitude (g = 980.6199 gals.).
 CQ0970
 CQ0970.The modeled gravity was interpolated from observed gravity values.
 CQ0970
 CQ0970;                    North         East    Units  Estimated Accuracy
 CQ0970;SPC LA N     -   225,460.      988,810.      MT  (+/- 180 meters Scaled)
 CQ0970
 CQ0970                          SUPERSEDED SURVEY CONTROL
 CQ0970
 CQ0970  NGVD 29 (??/??/??)   86.288  (m)          283.10   (f) ADJUSTED    1 2
 CQ0970
 CQ0970.Superseded values are not recommended for survey control.
 CQ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0970.See file dsdata.txt to determine how the superseded data were derived.
 CQ0970
 CQ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR357996(NAD 83)
 CQ0970_MARKER: DD = SURVEY DISK
 CQ0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0970_STAMPING: 1734
 CQ0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0970+STABILITY: SURFACE MOTION
 CQ0970
 CQ0970  HISTORY     - Date     Condition        Report By
 CQ0970  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0970  HISTORY     - 1969     GOOD             CGS
 CQ0970  HISTORY     - 1987     GOOD             USPSQD
 CQ0970
 CQ0970                          STATION DESCRIPTION
 CQ0970
 CQ0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0970'1.5 MI E FROM RUSTON.
 CQ0970'ABOUT 0.3 MILE NORTH ALONG VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND
 CQ0970'167 FROM THE COURTHOUSE AT RUSTON, THENCE 1.2 MILES EAST ALONG U.S.
 CQ0970'HIGHWAY 80, 0.35 MILE EAST OF THE JUNCTION OF THE HIGHWAY AND STATE
 CQ0970'HIGHWAY 33, 30 FEET NORTH OF THE CENTE LINE OF THE HIGHWAY, 137 FEET
 CQ0970'NORTHEAST AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT, 48 1/2 FEET EAST
 CQ0970'OF THE EAST END OF A ROCK WALL, 14 FEET WEST OF THE EXTENDED CENTER
 CQ0970'LINE OF A DRIVEWAY, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT
 CQ0970'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0970'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 19, T 18N, R
 CQ0970'2W.
 CQ0970
 CQ0970                          STATION RECOVERY (1987)
 CQ0970
 CQ0970'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0969 ***********************************************************************
 CQ0969  DESIGNATION -  1735 LAGS
 CQ0969  PID         -  CQ0969
 CQ0969  STATE/COUNTY-  LA/LINCOLN
 CQ0969  USGS QUAD   -  RUSTON EAST (1994)
 CQ0969
 CQ0969                         *CURRENT SURVEY CONTROL
 CQ0969  ___________________________________________________________________
 CQ0969* NAD 83(1986)-  32 31 59.     (N)    092 36 40.     (W)     SCALED    
 CQ0969* NAVD 88     -        73.18   (+/-2cm)     240.1    (feet)  VERTCON   
 CQ0969  ___________________________________________________________________
 CQ0969  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0969
 CQ0969  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0969
 CQ0969.The horizontal coordinates were scaled from a topographic map and have
 CQ0969.an estimated accuracy of +/- 6 seconds.
 CQ0969
 CQ0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0969.The vertical order pertains to the NGVD 29 superseded value.
 CQ0969
 CQ0969.The geoid height was determined by GEOID03.
 CQ0969
 CQ0969;                    North         East    Units  Estimated Accuracy
 CQ0969;SPC LA N     -   225,430.      989,560.      MT  (+/- 180 meters Scaled)
 CQ0969
 CQ0969                          SUPERSEDED SURVEY CONTROL
 CQ0969
 CQ0969  NGVD 29 (??/??/??)   73.251  (m)          240.32   (f) ADJUSTED    1 2
 CQ0969
 CQ0969.Superseded values are not recommended for survey control.
 CQ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0969.See file dsdata.txt to determine how the superseded data were derived.
 CQ0969
 CQ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR365995(NAD 83)
 CQ0969_MARKER: DD = SURVEY DISK
 CQ0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0969_STAMPING: E 49 1935
 CQ0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0969+STABILITY: SURFACE MOTION
 CQ0969
 CQ0969  HISTORY     - Date     Condition        Report By
 CQ0969  HISTORY     - 1935     MONUMENTED       LAGS
 CQ0969  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0969
 CQ0969                          STATION DESCRIPTION
 CQ0969
 CQ0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0969'1.8 MI E FROM RUSTON.
 CQ0969'1.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT RUSTON,
 CQ0969'LINCOLN PARISH, AT A T-ROAD LEADING NORTHWEST THROUGH A GATE IN THE
 CQ0969'FENCE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 CQ0969'SOUTHWEST OF THE SOUTHWEST END OF THE WIRE GATE, AND 2 FEET SOUTHEAST
 CQ0969'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 49 1935 AND SET
 CQ0969'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1585 ***********************************************************************
 BX1585  DESIGNATION -  173/8 USGS
 BX1585  PID         -  BX1585
 BX1585  STATE/COUNTY-  LA/WINN
 BX1585  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1585
 BX1585                         *CURRENT SURVEY CONTROL
 BX1585  ___________________________________________________________________
 BX1585* NAD 83(1986)-  31 56 12.     (N)    092 30 29.     (W)     SCALED    
 BX1585* NAVD 88     -        53.01   (+/-2cm)     173.9    (feet)  VERTCON   
 BX1585  ___________________________________________________________________
 BX1585  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX1585
 BX1585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1585
 BX1585.The horizontal coordinates were scaled from a topographic map and have
 BX1585.an estimated accuracy of +/- 6 seconds.
 BX1585
 BX1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1585.The vertical order pertains to the NGVD 29 superseded value.
 BX1585
 BX1585.The geoid height was determined by GEOID03.
 BX1585
 BX1585;                    North         East    Units  Estimated Accuracy
 BX1585;SPC LA N     -   159,290.      999,240.      MT  (+/- 180 meters Scaled)
 BX1585
 BX1585                          SUPERSEDED SURVEY CONTROL
 BX1585
 BX1585  NGVD 29 (??/??/??)   53.027  (m)          173.97   (f) ADJUSTED    2 0
 BX1585
 BX1585.Superseded values are not recommended for survey control.
 BX1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1585.See file dsdata.txt to determine how the superseded data were derived.
 BX1585
 BX1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR464335(NAD 83)
 BX1585_MARKER: N = NAIL
 BX1585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1585_SP_SET: TREE
 BX1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1585
 BX1585  HISTORY     - Date     Condition        Report By
 BX1585  HISTORY     - UNK      MONUMENTED       USGS
 BX1585  HISTORY     - 1950     GOOD             CGS
 BX1585
 BX1585                          STATION DESCRIPTION
 BX1585
 BX1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1585'10.8 MI NE FROM WINNFIELD.
 BX1585'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX1585'WINNFIELD, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 6, THENCE 1.9
 BX1585'MILES NORTH ALONG A DIRT ROAD.  65 YARDS (PACED) SOUTH OF A DRY WASH,
 BX1585'29.0 FEET NORTH OF BENCH MARK R 128, 26 FEET WEST OF THE CENTER LINE
 BX1585'OF THE ROAD, AND IN THE TOP OF THE NORTHEAST ROOT OF A 14-INCH OAK
 BX1585'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0956 ***********************************************************************
 CQ0956  DESIGNATION -  1745 LAGS
 CQ0956  PID         -  CQ0956
 CQ0956  STATE/COUNTY-  LA/LINCOLN
 CQ0956  USGS QUAD   -  RUSTON EAST (1994)
 CQ0956
 CQ0956                         *CURRENT SURVEY CONTROL
 CQ0956  ___________________________________________________________________
 CQ0956* NAD 83(1986)-  32 31 52.     (N)    092 31 19.     (W)     SCALED    
 CQ0956* NAVD 88     -        57.004  (meters)     187.02   (feet)  ADJUSTED  
 CQ0956  ___________________________________________________________________
 CQ0956  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0956  DYNAMIC HT  -          56.940 (meters)     186.81  (feet)  COMP
 CQ0956  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 CQ0956
 CQ0956  VERT ORDER  -  FIRST     CLASS I
 CQ0956
 CQ0956.The horizontal coordinates were scaled from a topographic map and have
 CQ0956.an estimated accuracy of +/- 6 seconds.
 CQ0956
 CQ0956.The orthometric height was determined by differential leveling
 CQ0956.and adjusted by the National Geodetic Survey in June 1991..
 CQ0956
 CQ0956.The geoid height was determined by GEOID03.
 CQ0956
 CQ0956.The dynamic height is computed by dividing the NAVD 88
 CQ0956.geopotential number by the normal gravity value computed on the
 CQ0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0956.degrees latitude (g = 980.6199 gals.).
 CQ0956
 CQ0956.The modeled gravity was interpolated from observed gravity values.
 CQ0956
 CQ0956;                    North         East    Units  Estimated Accuracy
 CQ0956;SPC LA N     -   225,210.      997,940.      MT  (+/- 180 meters Scaled)
 CQ0956
 CQ0956                          SUPERSEDED SURVEY CONTROL
 CQ0956
 CQ0956  NGVD 29 (??/??/??)   57.066  (m)          187.22   (f) ADJUSTED    1 1
 CQ0956
 CQ0956.Superseded values are not recommended for survey control.
 CQ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0956.See file dsdata.txt to determine how the superseded data were derived.
 CQ0956
 CQ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR448994(NAD 83)
 CQ0956_MARKER: DD = SURVEY DISK
 CQ0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0956_STAMPING: 1745
 CQ0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0956+STABILITY: SURFACE MOTION
 CQ0956
 CQ0956  HISTORY     - Date     Condition        Report By
 CQ0956  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0956  HISTORY     - 1969     GOOD             CGS
 CQ0956  HISTORY     - 1987     GOOD             USPSQD
 CQ0956
 CQ0956                          STATION DESCRIPTION
 CQ0956
 CQ0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0956'0.2 MI W FROM CHOUDRANT.
 CQ0956'ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0956'CHOUDRANT, AT THE NORTHWEST CORNER OF A CEMETERY, 48 FEET SOUTH OF THE
 CQ0956'CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE NORTHEAST CORNER
 CQ0956'OF THE MORRISON BUILDERS SUPPLY OFFICE BUILDING, 16 FEET SOUTH OF A
 CQ0956'POWER POLE WHICH BEARS A STREET LIGHT, 1.2 FEET EAST OF A METAL
 CQ0956'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 CQ0956'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 CQ0956'OF THE GROUND.
 CQ0956
 CQ0956                          STATION RECOVERY (1987)
 CQ0956
 CQ0956'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0955 ***********************************************************************
 CQ0955  DESIGNATION -  1746 LAGS
 CQ0955  PID         -  CQ0955
 CQ0955  STATE/COUNTY-  LA/LINCOLN
 CQ0955  USGS QUAD   -  RUSTON EAST (1994)
 CQ0955
 CQ0955                         *CURRENT SURVEY CONTROL
 CQ0955  ___________________________________________________________________
 CQ0955* NAD 83(1986)-  32 31 50.     (N)    092 31 00.     (W)     SCALED    
 CQ0955* NAVD 88     -        52.467  (meters)     172.14   (feet)  ADJUSTED  
 CQ0955  ___________________________________________________________________
 CQ0955  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0955  DYNAMIC HT  -          52.408 (meters)     171.94  (feet)  COMP
 CQ0955  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CQ0955
 CQ0955  VERT ORDER  -  FIRST     CLASS I
 CQ0955
 CQ0955.The horizontal coordinates were scaled from a topographic map and have
 CQ0955.an estimated accuracy of +/- 6 seconds.
 CQ0955
 CQ0955.The orthometric height was determined by differential leveling
 CQ0955.and adjusted by the National Geodetic Survey in June 1991..
 CQ0955
 CQ0955.The geoid height was determined by GEOID03.
 CQ0955
 CQ0955.The dynamic height is computed by dividing the NAVD 88
 CQ0955.geopotential number by the normal gravity value computed on the
 CQ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0955.degrees latitude (g = 980.6199 gals.).
 CQ0955
 CQ0955.The modeled gravity was interpolated from observed gravity values.
 CQ0955
 CQ0955;                    North         East    Units  Estimated Accuracy
 CQ0955;SPC LA N     -   225,140.      998,430.      MT  (+/- 180 meters Scaled)
 CQ0955
 CQ0955                          SUPERSEDED SURVEY CONTROL
 CQ0955
 CQ0955  NGVD 29 (??/??/??)   52.529  (m)          172.34   (f) ADJUSTED    1 1
 CQ0955
 CQ0955.Superseded values are not recommended for survey control.
 CQ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0955.See file dsdata.txt to determine how the superseded data were derived.
 CQ0955
 CQ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR453993(NAD 83)
 CQ0955_MARKER: DD = SURVEY DISK
 CQ0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0955_STAMPING: 1746
 CQ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0955+STABILITY: SURFACE MOTION
 CQ0955
 CQ0955  HISTORY     - Date     Condition        Report By
 CQ0955  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0955  HISTORY     - 1969     GOOD             CGS
 CQ0955  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0955
 CQ0955                          STATION DESCRIPTION
 CQ0955
 CQ0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0955'IN CHOUDRANT.
 CQ0955'AT CHOUDRANT, 428 FEET NORTHEAST AND ACROSS A PAVED STREET AND U.S.
 CQ0955'HIGHWAY FROM THE HIGH SCHOOL, 0.1 MILE WEST OF THE INTERSECTION OF THE
 CQ0955'HIGHWAY AND STATE HIGHWAY 145, 26 FEET NORTH OF THE CENTER LINE OF
 CQ0955'U.S. HIGHWAY 80, 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 CQ0955'39 FEET SOUTHWEST OF A 30-INCH SYCAMORE TREE, 4 FEET WEST OF THE
 CQ0955'CENTER LINE OF A PRIVATE DRIVEWAY, ABOUT LEVEL WITH THE HIGHWAY, AND
 CQ0955'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE
 CQ0955'SURFACE OF THE GROUND.  SEC 19, T 18N, R 1W.
 CQ0955
 CQ0955                          STATION RECOVERY (1982)
 CQ0955
 CQ0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1001 ***********************************************************************
 CQ1001  DESIGNATION -  1748 LAGS
 CQ1001  PID         -  CQ1001
 CQ1001  STATE/COUNTY-  LA/LINCOLN
 CQ1001  USGS QUAD   -  SIMSBORO (1994)
 CQ1001
 CQ1001                         *CURRENT SURVEY CONTROL
 CQ1001  ___________________________________________________________________
 CQ1001* NAD 83(1986)-  32 31 55.     (N)    092 46 46.     (W)     SCALED    
 CQ1001* NAVD 88     -       105.498  (meters)     346.12   (feet)  ADJUSTED  
 CQ1001  ___________________________________________________________________
 CQ1001  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1001  DYNAMIC HT  -         105.380 (meters)     345.73  (feet)  COMP
 CQ1001  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CQ1001
 CQ1001  VERT ORDER  -  FIRST     CLASS I
 CQ1001
 CQ1001.The horizontal coordinates were scaled from a topographic map and have
 CQ1001.an estimated accuracy of +/- 6 seconds.
 CQ1001
 CQ1001.The orthometric height was determined by differential leveling
 CQ1001.and adjusted by the National Geodetic Survey in June 1991..
 CQ1001
 CQ1001.The geoid height was determined by GEOID03.
 CQ1001
 CQ1001.The dynamic height is computed by dividing the NAVD 88
 CQ1001.geopotential number by the normal gravity value computed on the
 CQ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1001.degrees latitude (g = 980.6199 gals.).
 CQ1001
 CQ1001.The modeled gravity was interpolated from observed gravity values.
 CQ1001
 CQ1001;                    North         East    Units  Estimated Accuracy
 CQ1001;SPC LA N     -   225,330.      973,750.      MT  (+/- 180 meters Scaled)
 CQ1001
 CQ1001                          SUPERSEDED SURVEY CONTROL
 CQ1001
 CQ1001  NGVD 29 (??/??/??)  105.570  (m)          346.36   (f) ADJUSTED    1 1
 CQ1001
 CQ1001.Superseded values are not recommended for survey control.
 CQ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1001.See file dsdata.txt to determine how the superseded data were derived.
 CQ1001
 CQ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR207994(NAD 83)
 CQ1001_MARKER: DD = SURVEY DISK
 CQ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1001_STAMPING: 1748
 CQ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1001+STABILITY: SURFACE MOTION
 CQ1001
 CQ1001  HISTORY     - Date     Condition        Report By
 CQ1001  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1001  HISTORY     - 1969     GOOD             CGS
 CQ1001  HISTORY     - 1981     GOOD             LADTD
 CQ1001  HISTORY     - 1987     GOOD             USPSQD
 CQ1001
 CQ1001                          STATION DESCRIPTION
 CQ1001
 CQ1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1001'0.5 MI E FROM SIMSBORO.
 CQ1001'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL AT
 CQ1001'SIMSBORO, 0.15 MILE NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND STATE
 CQ1001'HIGHWAYS 150 AND 563, 29 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CQ1001'HIGHWAY, 125 FEET NORTHWEST OF POWER POLE NUMBER 165 WHICH BEARS A
 CQ1001'TRANSFORMER AND A STREET LIGHT, 18 FEET SOUTHEAST OF THE CENTER LINE
 CQ1001'OF A TRAIL ROAD WHICH LEADS SOUTHWEST, 0.8 FOOT NORTHEAST OF A METAL
 CQ1001'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 CQ1001'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 CQ1001'OF THE GROUND.  SEC 21, T 18N, R 4W.
 CQ1001
 CQ1001                          STATION RECOVERY (1981)
 CQ1001
 CQ1001'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1001'RECOVERED IN GOOD CONDITION.
 CQ1001
 CQ1001                          STATION RECOVERY (1987)
 CQ1001
 CQ1001'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1174 ***********************************************************************
 CP1174  DESIGNATION -  1750 A BOLT
 CP1174  PID         -  CP1174
 CP1174  STATE/COUNTY-  LA/EAST CARROLL
 CP1174  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1174
 CP1174                         *CURRENT SURVEY CONTROL
 CP1174  ___________________________________________________________________
 CP1174* NAD 83(1986)-  32 39 22.     (N)    091 10 41.     (W)     SCALED    
 CP1174* NAVD 88     -        28.79   (+/-2cm)      94.5    (feet)  VERTCON   
 CP1174  ___________________________________________________________________
 CP1174  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1174
 CP1174  VERT ORDER  -  ? (See Below)
 CP1174
 CP1174.The horizontal coordinates were scaled from a topographic map and have
 CP1174.an estimated accuracy of +/- 6 seconds.
 CP1174
 CP1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1174.The vertical order pertains to the NGVD 29 superseded value.
 CP1174
 CP1174.The geoid height was determined by GEOID03.
 CP1174
 CP1174;                    North         East    Units  Estimated Accuracy
 CP1174;SPC LA N     -   239,820.    1,124,010.      MT  (+/- 180 meters Scaled)
 CP1174
 CP1174                          SUPERSEDED SURVEY CONTROL
 CP1174
 CP1174  NGVD 29 (??/??/92)   28.834  (m)           94.60   (f) ADJ UNCH    ?  
 CP1174
 CP1174.Superseded values are not recommended for survey control.
 CP1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1174.See file dsdata.txt to determine how the superseded data were derived.
 CP1174
 CP1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS708146(NAD 83)
 CP1174_MARKER: B = BOLT
 CP1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1174_SP_SET: STONE
 CP1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1174+STABILITY: SURFACE MOTION
 CP1174
 CP1174  HISTORY     - Date     Condition        Report By
 CP1174  HISTORY     - UNK      MONUMENTED       DOD
 CP1174  HISTORY     - 1934     GOOD             DOD
 CP1174
 CP1174                          STATION DESCRIPTION
 CP1174
 CP1174'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1174'1.5 MI S FROM TRANSYLVANIA.
 CP1174'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1174'OF THE MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1 1/2 MILE
 CP1174'SOUTH OF TRANSYLVANIA, LA.  1136 FEET WEST OF LEVEE STATION NO. 1750.
 CP1174'1745 FEET WEST OF P.B.M. WILTON.  120 FEET NORTH OF DIRT ROAD. 90 FEET
 CP1174'NORTHEAST OF HOUSE.  2 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1173 ***********************************************************************
 CP1173  DESIGNATION -  1750 A CAP
 CP1173  PID         -  CP1173
 CP1173  STATE/COUNTY-  LA/EAST CARROLL
 CP1173  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1173
 CP1173                         *CURRENT SURVEY CONTROL
 CP1173  ___________________________________________________________________
 CP1173* NAD 83(1986)-  32 39 22.     (N)    091 10 41.     (W)     SCALED    
 CP1173* NAVD 88     -        29.99   (+/-2cm)      98.4    (feet)  VERTCON   
 CP1173  ___________________________________________________________________
 CP1173  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1173
 CP1173  VERT ORDER  -  ? (See Below)
 CP1173
 CP1173.The horizontal coordinates were scaled from a topographic map and have
 CP1173.an estimated accuracy of +/- 6 seconds.
 CP1173
 CP1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1173.The vertical order pertains to the NGVD 29 superseded value.
 CP1173
 CP1173.The geoid height was determined by GEOID03.
 CP1173
 CP1173;                    North         East    Units  Estimated Accuracy
 CP1173;SPC LA N     -   239,820.    1,124,010.      MT  (+/- 180 meters Scaled)
 CP1173
 CP1173                          SUPERSEDED SURVEY CONTROL
 CP1173
 CP1173  NGVD 29 (??/??/92)   30.036  (m)           98.54   (f) ADJ UNCH    ?  
 CP1173
 CP1173.Superseded values are not recommended for survey control.
 CP1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1173.See file dsdata.txt to determine how the superseded data were derived.
 CP1173
 CP1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS708146(NAD 83)
 CP1173_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1173
 CP1173  HISTORY     - Date     Condition        Report By
 CP1173  HISTORY     - UNK      MONUMENTED       DOD
 CP1173  HISTORY     - 1934     GOOD             DOD
 CP1173
 CP1173                          STATION DESCRIPTION
 CP1173
 CP1173'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1173'1.5 MI S FROM TRANSYLVANIA.
 CP1173'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1173'OF THE MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1 1/2 MILE
 CP1173'SOUTH OF TRANSYLVANIA, LA.  1136 FEET WEST OF LEVEE STATION NO. 1750.
 CP1173'1745 FEET WEST OF P.B.M. WILTON.  120 FEET NORTH OF DIRT ROAD. 90 FEET
 CP1173'NORTHEAST OF HOUSE.  2 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1953 ***********************************************************************
 BJ1953  DESIGNATION -  175/1 BOLT
 BJ1953  PID         -  BJ1953
 BJ1953  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1953  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1953
 BJ1953                         *CURRENT SURVEY CONTROL
 BJ1953  ___________________________________________________________________
 BJ1953* NAD 83(1986)-  30 19 55.     (N)    091 07 46.     (W)     SCALED    
 BJ1953* NAVD 88     -         5.62   (+/-2cm)      18.4    (feet)  VERTCON   
 BJ1953  ___________________________________________________________________
 BJ1953  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1953
 BJ1953  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1953
 BJ1953.The horizontal coordinates were scaled from a topographic map and have
 BJ1953.an estimated accuracy of +/- 6 seconds.
 BJ1953
 BJ1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1953.The vertical order pertains to the NGVD 29 superseded value.
 BJ1953
 BJ1953.The geoid height was determined by GEOID03.
 BJ1953
 BJ1953;                    North         East    Units  Estimated Accuracy
 BJ1953;SPC LA S     -   203,080.    1,019,610.      MT  (+/- 180 meters Scaled)
 BJ1953
 BJ1953                          SUPERSEDED SURVEY CONTROL
 BJ1953
 BJ1953  NGVD 29 (??/??/??)    5.663  (m)           18.58   (f) ADJUSTED    1 2
 BJ1953
 BJ1953.Superseded values are not recommended for survey control.
 BJ1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1953.See file dsdata.txt to determine how the superseded data were derived.
 BJ1953
 BJ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP798570(NAD 83)
 BJ1953_MARKER: B = BOLT
 BJ1953_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1953_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1953_STAMPING: PBM 175/1
 BJ1953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1953
 BJ1953  HISTORY     - Date     Condition        Report By
 BJ1953  HISTORY     - UNK      MONUMENTED       DOD
 BJ1953  HISTORY     - 1964     GOOD             CGS
 BJ1953
 BJ1953                          STATION DESCRIPTION
 BJ1953
 BJ1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1953'0.3 MI E FROM BURTVILLE.
 BJ1953'AT BURTVILLE, ABOUT 0.3 MILE EAST ALONG A PRIVATE ROAD FROM THE
 BJ1953'CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT BURTVILLE, ON THE OLD
 BJ1953'HOFFMAN ESTATE, ABOUT 110 YARDS SOUTH OF THE CENTER LINE OF THE
 BJ1953'PRIVATE ROAD, NEAR A DITCH INTERSECTION, (FIRST DITCH AND HEDGE ROW
 BJ1953'EAST OF TRACK), 45 FEET SOUTH OF EAST-WEST DITCH, 45 FEET NORTH OF A
 BJ1953'LONE 36 INCH OAK TREE IN HEDGEROW, 8 FEET EAST OF HEDGEROW AND DITCH,
 BJ1953'A COPPER BOLT LEADED IN THE TOP OF A TILE 3 FEET UNDERGROUND, ACCESS
 BJ1953'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CAP STAMPED PBM 175/1
 BJ1953'WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1183 ***********************************************************************
 BJ1183  DESIGNATION -  175/1 CAP
 BJ1183  PID         -  BJ1183
 BJ1183  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1183  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1183
 BJ1183                         *CURRENT SURVEY CONTROL
 BJ1183  ___________________________________________________________________
 BJ1183* NAD 83(1986)-  30 19 55.     (N)    091 07 46.     (W)     SCALED    
 BJ1183* NAVD 88     -         6.88   (+/-2cm)      22.6    (feet)  VERTCON   
 BJ1183  ___________________________________________________________________
 BJ1183  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1183
 BJ1183  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1183
 BJ1183.The horizontal coordinates were scaled from a topographic map and have
 BJ1183.an estimated accuracy of +/- 6 seconds.
 BJ1183
 BJ1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1183.The vertical order pertains to the NGVD 29 superseded value.
 BJ1183
 BJ1183.The geoid height was determined by GEOID03.
 BJ1183
 BJ1183;                    North         East    Units  Estimated Accuracy
 BJ1183;SPC LA S     -   203,080.    1,019,610.      MT  (+/- 180 meters Scaled)
 BJ1183
 BJ1183                          SUPERSEDED SURVEY CONTROL
 BJ1183
 BJ1183  NGVD 29 (??/??/??)    6.920  (m)           22.70   (f) ADJUSTED    1 2
 BJ1183
 BJ1183.Superseded values are not recommended for survey control.
 BJ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1183.See file dsdata.txt to determine how the superseded data were derived.
 BJ1183
 BJ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP798570(NAD 83)
 BJ1183_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1183_STAMPING: PBM 175/1
 BJ1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1183
 BJ1183  HISTORY     - Date     Condition        Report By
 BJ1183  HISTORY     - UNK      MONUMENTED       DOD
 BJ1183  HISTORY     - 1964     GOOD             CGS
 BJ1183  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1183
 BJ1183                          STATION DESCRIPTION
 BJ1183
 BJ1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1183'0.3 MI E FROM BURTVILLE.
 BJ1183'AT BURTVILLE, ABOUT 0.3 MILE EAST ALONG A PRIVATE ROAD FROM THE
 BJ1183'CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT BURTVILLE, ON THE OLD
 BJ1183'HOFFMAN ESTATE, ABOUT 110 YARDS SOUTH OF THE CENTER LINE OF THE
 BJ1183'PRIVATE ROAD, NEAR A DTICH INTERSECTION, (FIRST DITCH AND HEDGE ROW
 BJ1183'EAST OF TRACK), 45 FEET SOUTH OF EAST-WEST DITCH, 45 FEET NORTH OF A
 BJ1183'LONE 36 INCH OAK TREE IN HEDGEROW, 8 FEET EAST OF HEDGEROW AND DITCH,
 BJ1183'AN IRON PIPE BEARING A CAP STAMPED PBM 175/1 WHICH PROJECTS 2 FEET
 BJ1183'ABOVE THE LEVEL OF THE GROUND.
 BJ1183
 BJ1183                          STATION RECOVERY (1976)
 BJ1183
 BJ1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1183'SEARCHED FOR BUT NOT RECOVERED. BELIEVED DESTROYED WHEN UNDERGROUND
 BJ1183'PIPELINE WAS CONSTRUCTED. NO PLOT OF BENCH MARK POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1008 ***********************************************************************
 CQ1008  DESIGNATION -  1751 LAGS
 CQ1008  PID         -  CQ1008
 CQ1008  STATE/COUNTY-  LA/LINCOLN
 CQ1008  USGS QUAD   -  SIMSBORO (1994)
 CQ1008
 CQ1008                         *CURRENT SURVEY CONTROL
 CQ1008  ___________________________________________________________________
 CQ1008* NAD 83(1986)-  32 32 04.     (N)    092 48 39.     (W)     SCALED    
 CQ1008* NAVD 88     -       101.976  (meters)     334.57   (feet)  ADJUSTED  
 CQ1008  ___________________________________________________________________
 CQ1008  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1008  DYNAMIC HT  -         101.862 (meters)     334.19  (feet)  COMP
 CQ1008  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 CQ1008
 CQ1008  VERT ORDER  -  FIRST     CLASS I
 CQ1008
 CQ1008.The horizontal coordinates were scaled from a topographic map and have
 CQ1008.an estimated accuracy of +/- 6 seconds.
 CQ1008
 CQ1008.The orthometric height was determined by differential leveling
 CQ1008.and adjusted by the National Geodetic Survey in June 1991..
 CQ1008
 CQ1008.The geoid height was determined by GEOID03.
 CQ1008
 CQ1008.The dynamic height is computed by dividing the NAVD 88
 CQ1008.geopotential number by the normal gravity value computed on the
 CQ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1008.degrees latitude (g = 980.6199 gals.).
 CQ1008
 CQ1008.The modeled gravity was interpolated from observed gravity values.
 CQ1008
 CQ1008;                    North         East    Units  Estimated Accuracy
 CQ1008;SPC LA N     -   225,620.      970,800.      MT  (+/- 180 meters Scaled)
 CQ1008
 CQ1008                          SUPERSEDED SURVEY CONTROL
 CQ1008
 CQ1008  NGVD 29 (??/??/??)  102.049  (m)          334.81   (f) ADJUSTED    1 1
 CQ1008
 CQ1008.Superseded values are not recommended for survey control.
 CQ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1008.See file dsdata.txt to determine how the superseded data were derived.
 CQ1008
 CQ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR177996(NAD 83)
 CQ1008_MARKER: DD = SURVEY DISK
 CQ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1008_STAMPING: 1751
 CQ1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1008+STABILITY: SURFACE MOTION
 CQ1008
 CQ1008  HISTORY     - Date     Condition        Report By
 CQ1008  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1008  HISTORY     - 1969     GOOD             CGS
 CQ1008  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1008
 CQ1008                          STATION DESCRIPTION
 CQ1008
 CQ1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1008'1.4 MI W FROM SIMSBORO.
 CQ1008'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL AT
 CQ1008'SIMSBORO, 87 YARDS EAST OF THE JUNCTION OF THE HIGHWAY AND A PAVED
 CQ1008'ROAD WHICH LEADS SOUTH, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 CQ1008'HIGHWAY, 135 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHWEST
 CQ1008'CORNER OF A CONCRETE PORCH WHICH IS ON A FARMHOUSE, 165 FEET WEST OF A
 CQ1008'POWER POLE WHICH BEARS A TRANSFORMER, 11 1/2 FEET NORTH OF A FENCE,
 CQ1008'11.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CQ1008'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE
 CQ1008'SURFACE OF THE GROUND.  SEC 20, T 18N, R 4W.
 CQ1008
 CQ1008                          STATION RECOVERY (1987)
 CQ1008
 CQ1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1011 ***********************************************************************
 CQ1011  DESIGNATION -  1753 LAGS
 CQ1011  PID         -  CQ1011
 CQ1011  STATE/COUNTY-  LA/LINCOLN
 CQ1011  USGS QUAD   -  SIMSBORO (1994)
 CQ1011
 CQ1011                         *CURRENT SURVEY CONTROL
 CQ1011  ___________________________________________________________________
 CQ1011* NAD 83(1986)-  32 32 25.     (N)    092 49 40.     (W)     SCALED    
 CQ1011* NAVD 88     -       101.195  (meters)     332.00   (feet)  ADJUSTED  
 CQ1011  ___________________________________________________________________
 CQ1011  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1011  DYNAMIC HT  -         101.081 (meters)     331.63  (feet)  COMP
 CQ1011  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CQ1011
 CQ1011  VERT ORDER  -  FIRST     CLASS I
 CQ1011
 CQ1011.The horizontal coordinates were scaled from a topographic map and have
 CQ1011.an estimated accuracy of +/- 6 seconds.
 CQ1011
 CQ1011.The orthometric height was determined by differential leveling
 CQ1011.and adjusted by the National Geodetic Survey in June 1991..
 CQ1011
 CQ1011.The geoid height was determined by GEOID03.
 CQ1011
 CQ1011.The dynamic height is computed by dividing the NAVD 88
 CQ1011.geopotential number by the normal gravity value computed on the
 CQ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1011.degrees latitude (g = 980.6199 gals.).
 CQ1011
 CQ1011.The modeled gravity was interpolated from observed gravity values.
 CQ1011
 CQ1011;                    North         East    Units  Estimated Accuracy
 CQ1011;SPC LA N     -   226,270.      969,210.      MT  (+/- 180 meters Scaled)
 CQ1011
 CQ1011                          SUPERSEDED SURVEY CONTROL
 CQ1011
 CQ1011  NGVD 29 (??/??/??)  101.267  (m)          332.24   (f) ADJUSTED    1 1
 CQ1011
 CQ1011.Superseded values are not recommended for survey control.
 CQ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1011.See file dsdata.txt to determine how the superseded data were derived.
 CQ1011
 CQ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS161003(NAD 83)
 CQ1011_MARKER: DD = SURVEY DISK
 CQ1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1011_STAMPING: 1753
 CQ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1011+STABILITY: SURFACE MOTION
 CQ1011
 CQ1011  HISTORY     - Date     Condition        Report By
 CQ1011  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1011  HISTORY     - 1969     GOOD             CGS
 CQ1011
 CQ1011                          STATION DESCRIPTION
 CQ1011
 CQ1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1011'2.55 MI W FROM SIMSBORO.
 CQ1011'ABOUT 2.55 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL
 CQ1011'AT SIMSBORO, AT A JUNCTION OF THE HIGHWAY AND A ROAD WHICH LEADS
 CQ1011'NORTH, 46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 84 FEET SOUTH
 CQ1011'OF THE SOUTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 116 FEET WEST OF
 CQ1011'THE CENTER LINE OF THE ROAD, 24 FEET WEST OF A BRACE POLE FOR A POWER
 CQ1011'POLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ1011'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 CQ1011'ABOVE THE SURFACE OF THE GROUND.  SEC 19, T 18N, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1014 ***********************************************************************
 CQ1014  DESIGNATION -  1756 LAGS
 CQ1014  PID         -  CQ1014
 CQ1014  STATE/COUNTY-  LA/LINCOLN
 CQ1014  USGS QUAD   -  SIMSBORO (1994)
 CQ1014
 CQ1014                         *CURRENT SURVEY CONTROL
 CQ1014  ___________________________________________________________________
 CQ1014* NAD 83(1986)-  32 32 30.     (N)    092 51 39.     (W)     SCALED    
 CQ1014* NAVD 88     -       107.43   (+/-2cm)     352.5    (feet)  VERTCON   
 CQ1014  ___________________________________________________________________
 CQ1014  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1014
 CQ1014  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1014
 CQ1014.The horizontal coordinates were scaled from a topographic map and have
 CQ1014.an estimated accuracy of +/- 6 seconds.
 CQ1014
 CQ1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1014.The vertical order pertains to the NGVD 29 superseded value.
 CQ1014
 CQ1014.The geoid height was determined by GEOID03.
 CQ1014
 CQ1014;                    North         East    Units  Estimated Accuracy
 CQ1014;SPC LA N     -   226,430.      966,110.      MT  (+/- 180 meters Scaled)
 CQ1014
 CQ1014                          SUPERSEDED SURVEY CONTROL
 CQ1014
 CQ1014  NGVD 29 (??/??/??)  107.505  (m)          352.71   (f) ADJUSTED    1 2
 CQ1014
 CQ1014.Superseded values are not recommended for survey control.
 CQ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1014.See file dsdata.txt to determine how the superseded data were derived.
 CQ1014
 CQ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS130004(NAD 83)
 CQ1014_MARKER: DD = SURVEY DISK
 CQ1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1014_STAMPING: 1756
 CQ1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1014+STABILITY: SURFACE MOTION
 CQ1014
 CQ1014  HISTORY     - Date     Condition        Report By
 CQ1014  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1014  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1014
 CQ1014                          STATION DESCRIPTION
 CQ1014
 CQ1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1014'4.4 MI W FROM SIMSBORO.
 CQ1014'4.4 MILES WEST ALONG U.S. HIGHWAY 80 FROM SIMSBORO, LINCOLN PARISH,
 CQ1014'ABOUT 0.3 MILE WEST OF THE INTERSECTION OF A COMMUNITY ROAD LEADING
 CQ1014'NORTH, ABOUT 363 FEET NORTH OF THE NORTHEAST BRICK COLUMN OF THE FRONT
 CQ1014'PORCH OF THE S.E. SMART RESIDENCE, AND 31 FEET NORTH OF THE CENTER
 CQ1014'LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK.  STAMPED 1756 AND
 CQ1014'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1021 ***********************************************************************
 CQ1021  DESIGNATION -  1763 LAGS
 CQ1021  PID         -  CQ1021
 CQ1021  STATE/COUNTY-  LA/BIENVILLE
 CQ1021  USGS QUAD   -  ARCADIA (1994)
 CQ1021
 CQ1021                         *CURRENT SURVEY CONTROL
 CQ1021  ___________________________________________________________________
 CQ1021* NAD 83(1986)-  32 32 52.     (N)    092 55 15.     (W)     SCALED    
 CQ1021* NAVD 88     -       109.321  (meters)     358.66   (feet)  ADJUSTED  
 CQ1021  ___________________________________________________________________
 CQ1021  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1021  DYNAMIC HT  -         109.198 (meters)     358.26  (feet)  COMP
 CQ1021  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 CQ1021
 CQ1021  VERT ORDER  -  FIRST     CLASS I
 CQ1021
 CQ1021.The horizontal coordinates were scaled from a topographic map and have
 CQ1021.an estimated accuracy of +/- 6 seconds.
 CQ1021
 CQ1021.The orthometric height was determined by differential leveling
 CQ1021.and adjusted by the National Geodetic Survey in June 1991..
 CQ1021
 CQ1021.The geoid height was determined by GEOID03.
 CQ1021
 CQ1021.The dynamic height is computed by dividing the NAVD 88
 CQ1021.geopotential number by the normal gravity value computed on the
 CQ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1021.degrees latitude (g = 980.6199 gals.).
 CQ1021
 CQ1021.The modeled gravity was interpolated from observed gravity values.
 CQ1021
 CQ1021;                    North         East    Units  Estimated Accuracy
 CQ1021;SPC LA N     -   227,130.      960,470.      MT  (+/- 180 meters Scaled)
 CQ1021
 CQ1021                          SUPERSEDED SURVEY CONTROL
 CQ1021
 CQ1021  NGVD 29 (??/??/??)  109.394  (m)          358.90   (f) ADJUSTED    1 1
 CQ1021
 CQ1021.Superseded values are not recommended for survey control.
 CQ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1021.See file dsdata.txt to determine how the superseded data were derived.
 CQ1021
 CQ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS074011(NAD 83)
 CQ1021_MARKER: DD = SURVEY DISK
 CQ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1021_STAMPING: 1763
 CQ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1021+STABILITY: SURFACE MOTION
 CQ1021
 CQ1021  HISTORY     - Date     Condition        Report By
 CQ1021  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1021  HISTORY     - 1969     GOOD             CGS
 CQ1021  HISTORY     - 1987     GOOD             USPSQD
 CQ1021
 CQ1021                          STATION DESCRIPTION
 CQ1021
 CQ1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1021'IN ARCADIA.
 CQ1021'AT ARCADIA, IN SECTION 18, T 18 N, R 5 W, 36 FEET SOUTHEAST OF THE
 CQ1021'SOUTHEAST CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION, 9 FEET
 CQ1021'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 69 FEET WEST OF THE CENTER
 CQ1021'LINE OF HAZEL STREET, 17 FEET WEST OF A METAL SIGNAL, 1.2 FEET NORTH
 CQ1021'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 CQ1021'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 8 INCHES BELOW
 CQ1021'THE SURFACE OF THE GROUND.
 CQ1021
 CQ1021                          STATION RECOVERY (1987)
 CQ1021
 CQ1021'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1021 ***********************************************************************
 BJ1021  DESIGNATION -  178 2 RESET
 BJ1021  PID         -  BJ1021
 BJ1021  STATE/COUNTY-  LA/IBERVILLE
 BJ1021  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1021
 BJ1021                         *CURRENT SURVEY CONTROL
 BJ1021  ___________________________________________________________________
 BJ1021* NAD 83(1986)-  30 17 08.     (N)    091 12 01.     (W)     SCALED    
 BJ1021* NAVD 88     -         8.281  (meters)      27.17   (feet)  ADJUSTED  
 BJ1021  ___________________________________________________________________
 BJ1021  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1021  DYNAMIC HT  -           8.270 (meters)      27.13  (feet)  COMP
 BJ1021  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 BJ1021
 BJ1021  VERT ORDER  -  FIRST     CLASS I
 BJ1021
 BJ1021.The horizontal coordinates were scaled from a topographic map and have
 BJ1021.an estimated accuracy of +/- 6 seconds.
 BJ1021
 BJ1021.The orthometric height was determined by differential leveling
 BJ1021.and adjusted by the National Geodetic Survey in February 1994..
 BJ1021
 BJ1021.The geoid height was determined by GEOID03.
 BJ1021
 BJ1021.The dynamic height is computed by dividing the NAVD 88
 BJ1021.geopotential number by the normal gravity value computed on the
 BJ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1021.degrees latitude (g = 980.6199 gals.).
 BJ1021
 BJ1021.The modeled gravity was interpolated from observed gravity values.
 BJ1021
 BJ1021;                    North         East    Units  Estimated Accuracy
 BJ1021;SPC LA S     -   197,930.    1,012,800.      MT  (+/- 180 meters Scaled)
 BJ1021
 BJ1021                          SUPERSEDED SURVEY CONTROL
 BJ1021
 BJ1021  NGVD 29 (??/??/??)    8.332  (m)           27.34   (f) ADJUSTED    1 1
 BJ1021
 BJ1021.Superseded values are not recommended for survey control.
 BJ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1021.See file dsdata.txt to determine how the superseded data were derived.
 BJ1021
 BJ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP730517(NAD 83)
 BJ1021_MARKER: DB = BENCH MARK DISK
 BJ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1021_SP_SET: CONCRETE POST
 BJ1021_STAMPING: PBM 178 2 USE RESET 1956
 BJ1021_MARK LOGO: CGS   
 BJ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1021+STABILITY: SURFACE MOTION
 BJ1021
 BJ1021  HISTORY     - Date     Condition        Report By
 BJ1021  HISTORY     - 1956     MONUMENTED       CGS
 BJ1021  HISTORY     - 1964     GOOD             CGS
 BJ1021  HISTORY     - 1976     GOOD             NGS
 BJ1021  HISTORY     - 1986     GOOD             NGS
 BJ1021
 BJ1021                          STATION DESCRIPTION
 BJ1021
 BJ1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1021'6.4 MI NW FROM SAINT GABRIEL.
 BJ1021'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1021'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 2.7 MILES NORTHWEST ALONG
 BJ1021'STATE HIGHWAY 75, ABOUT 0.2 MILE EAST OF A POINT WHERE THE HIGHWAY
 BJ1021'LEAVES THE MISSISSIPPI RIVER LEVEE, 40 1/2 FEET NORTH OF THE CENTER
 BJ1021'LINE OF THE HIGHWAY, 127 FEET WEST OF POWER LINE POLE NO. 47, 218 FEET
 BJ1021'EAST OF POWER LINE POLE NO. 48, 0.8 FOOT SOUTH OF A FENCE LINE, ABOUT
 BJ1021'0.5 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 991 AND RAMP TO
 BJ1021'PLAQUEMINE FERRY, 1 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 BJ1021'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BJ1021'INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1021
 BJ1021                          STATION RECOVERY (1976)
 BJ1021
 BJ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1021'6.7 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH STATE
 BJ1021'HIGHWAY 74, 0.6 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 75 AND
 BJ1021'STATE HIGHWAY 991, 224 FT EAST OF POWER POLE NUMBER 48, 128 FT WEST OF
 BJ1021'POWER POLE NUMBER 47, 0.8 FT SOUTH OF A FENCE LINE, 42.2 FT NORTH OF
 BJ1021'THE CENTER LINE OF THE HIGHWAY.
 BJ1021
 BJ1021                          STATION RECOVERY (1986)
 BJ1021
 BJ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1938 ***********************************************************************
 BJ1938  DESIGNATION -  178/2
 BJ1938  PID         -  BJ1938
 BJ1938  STATE/COUNTY-  LA/IBERVILLE
 BJ1938  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1938
 BJ1938                         *CURRENT SURVEY CONTROL
 BJ1938  ___________________________________________________________________
 BJ1938* NAD 83(1986)-  30 17 08.     (N)    091 12 01.     (W)     SCALED    
 BJ1938* NAVD 88     -         8.29   (+/-2cm)      27.2    (feet)  VERTCON   
 BJ1938  ___________________________________________________________________
 BJ1938  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1938
 BJ1938  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1938
 BJ1938.The horizontal coordinates were scaled from a topographic map and have
 BJ1938.an estimated accuracy of +/- 6 seconds.
 BJ1938
 BJ1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1938.The vertical order pertains to the NGVD 29 superseded value.
 BJ1938
 BJ1938.The geoid height was determined by GEOID03.
 BJ1938
 BJ1938;                    North         East    Units  Estimated Accuracy
 BJ1938;SPC LA S     -   197,930.    1,012,800.      MT  (+/- 180 meters Scaled)
 BJ1938
 BJ1938                          SUPERSEDED SURVEY CONTROL
 BJ1938
 BJ1938  NGVD 29 (??/??/??)    8.321  (m)           27.30   (f) ADJUSTED    1 2
 BJ1938
 BJ1938.Superseded values are not recommended for survey control.
 BJ1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1938.See file dsdata.txt to determine how the superseded data were derived.
 BJ1938
 BJ1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP730517(NAD 83)
 BJ1938_MARKER: B = BOLT
 BJ1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1938+STABILITY: SURFACE MOTION
 BJ1938
 BJ1938  HISTORY     - Date     Condition        Report By
 BJ1938  HISTORY     - UNK      MONUMENTED       DOD
 BJ1938  HISTORY     - 1955     GOOD             CGS
 BJ1938
 BJ1938                          STATION DESCRIPTION
 BJ1938
 BJ1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1938'6.5 MI NW FROM ST GABRIEL.
 BJ1938'LOCATED 6.5 MILES NORTHWEST ALONG STATE HIGHWAYS 63 AND 1002 ON THE
 BJ1938'LEVEE ROAD, AND ABOUT 0.2 MILE EAST OF WHERE THE LEVEE ROAD LEAVES THE
 BJ1938'LEVEE TO THE EAST, ABOUT 0.1 MILE NORTH OF THE LEVEE.  IT IS 130 FEET
 BJ1938'WEST OF A POWER POLE, 19 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 BJ1938'(LEVVE ROAD), 69 FEET EAST OF A BRACED FENCE POST AND 77 PACES
 BJ1938'SOUTHEAST OF A LARGE OAK TREE, THE EAST ONE OF TWO IN THE SOUTHWEST
 BJ1938'CORNER OF THE PASTURE.  IT IS 6-INCH SQUARE POST WITH A COPPER BOLT IN
 BJ1938'ITS CENTER AND U.S. ENSCRIBED IN THE TOP OF THE POST, PROJECTING 2
 BJ1938'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3208 ***********************************************************************
 DH3208  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3208  DESIGNATION -  1783+72.17=LMS293
 DH3208  PID         -  DH3208
 DH3208  STATE/COUNTY-  LA/PLAQUEMINES
 DH3208  USGS QUAD   -  POINTE A LA HACHE (1992)
 DH3208
 DH3208                         *CURRENT SURVEY CONTROL
 DH3208  ___________________________________________________________________
 DH3208* NAD 83(1992)-  29 34 00.04453(N)    089 47 37.54395(W)     ADJUSTED  
 DH3208* NAVD 88     -         4.38 **(meters)      14.4  **(feet)  GPS OBS(2004.65)
 DH3208  **This station is located in a subsidence area (see below).
 DH3208  ___________________________________________________________________
 DH3208  X           -      19,984.892 (meters)                     COMP
 DH3208  Y           -  -5,552,062.034 (meters)                     COMP
 DH3208  Z           -   3,128,675.401 (meters)                     COMP
 DH3208  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DH3208  ELLIP HEIGHT-         -20.31  (meters)          (05/09/05) GPS OBS
 DH3208  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 DH3208
 DH3208  HORZ ORDER  -  B
 DH3208  ELLP ORDER  -  FOURTH    CLASS II
 DH3208
 DH3208.The horizontal coordinates were established by GPS observations
 DH3208.and adjusted by the National Geodetic Survey in May 2005..
 DH3208
 DH3208 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3208 ** and geoid heights are valid at the date of observation. These heights
 DH3208 ** must always be validated when used as control.
 DH3208 ** The orthometric height was determined by GPS observations using
 DH3208 ** precise GPS observation and processing techniques and a new
 DH3208 ** realization of GEOID03. It supersedes the leveled height previously
 DH3208 ** determined for this station.
 DH3208 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3208 ** epoch indicated which incorporates improved geoid heights for the
 DH3208 ** Southern Louisiana Subsidence area.
 DH3208 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3208.The orthometric height was determined by GPS observations and a
 DH3208.high-resolution geoid model using precise GPS observation and
 DH3208.processing techniques.
 DH3208
 DH3208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3208
 DH3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3208
 DH3208.The ellipsoidal height was determined by GPS observations
 DH3208.and is referenced to NAD 83.
 DH3208
 DH3208.The geoid height was determined by GEOID03.
 DH3208
 DH3208;                    North         East     Units Scale Factor Converg.
 DH3208;SPC LA S     -   119,238.573 1,149,177.286   MT  0.99995427   +0 46 11.3
 DH3208;SPC LA S     -   391,201.88  3,770,259.15   sFT  0.99995427   +0 46 11.3
 DH3208;UTM  16      - 3,274,029.275   229,329.767   MT  1.00050407   -1 22 45.8
 DH3208
 DH3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3208!SPC LA S     -   1.00000319  x   0.99995427  =   0.99995746
 DH3208!UTM  16      -   1.00000319  x   1.00050407  =   1.00050726
 DH3208
 DH3208                          SUPERSEDED SURVEY CONTROL
 DH3208
 DH3208.No superseded survey control is available for this station.
 DH3208
 DH3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2933074029(NAD 83)
 DH3208_MARKER: DD = SURVEY DISK
 DH3208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3208_STAMPING: LMS 293 1977
 DH3208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3208+STABILITY: SURFACE MOTION
 DH3208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3208+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2003
 DH3208
 DH3208  HISTORY     - Date     Condition        Report By
 DH3208  HISTORY     - UNK      MONUMENTED       USACE
 DH3208  HISTORY     - 20030129 GOOD             3001
 DH3208
 DH3208                          STATION DESCRIPTION
 DH3208
 DH3208'DESCRIBED BY 3001, INC 2003 (MH)
 DH3208'THE STATION IS LOCATED IN PLAQUEMINES PARISH, 0.7 MILES SOUTH AND
 DH3208'ACROSS RIVER FROM  POINT A LA HACHE, 4.75 MILES NORTHWEST OF HAPPY
 DH3208'JACK, AND 6.8 MILES SOUTHEAST OF DEER  RANGE, LA.
 DH3208' 
 DH3208'OWNERSHIP- COE - NEW ORLEANS DISTRICT
 DH3208' 
 DH3208'TO REACH THE STATION FROM THE INTERSECTION OF HWY 23 AND POINT A LA
 DH3208'HACHE ROAD,  SOUTHEAST OF DEER RANGE, LA, GO 0.1 MILE NORTHEAST ON
 DH3208'POINT A LA HACHE ROAD TO A LEVEE  RAMP ON RIGHT, TURN RIGHT ON LEVEE
 DH3208'RAMP AND GO TO TOP OF LEVEE AND CONTINUE SOUTHEAST  ON LEVEE FOR 0.24
 DH3208'MILES AND MARK ON TOP OF LEVEE.
 DH3208' 
 DH3208'THE STATION IS A 3 1/2 INCH COE BRASS CAP SET IN CONCRETE, 0.4 FEET
 DH3208'BELOW GROUND SURFACE,  STAMPED LMS 293 1977, 7.4 FEET SOUTHWEST OF
 DH3208'FLOODSIDE CROWN OF LEVEE, 14.5 FEET  SOUTHWEST OF THE TOP EDGE OF THE
 DH3208'CONCRETE SLOPE PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5015 ***********************************************************************
 BJ5015  DESIGNATION -  17A002 LDH 1968
 BJ5015  PID         -  BJ5015
 BJ5015  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5015  USGS QUAD   -  PLAQUEMINE (1992)
 BJ5015
 BJ5015                         *CURRENT SURVEY CONTROL
 BJ5015  ___________________________________________________________________
 BJ5015* NAD 83(1992)-  30 20 47.17421(N)    091 08 28.41918(W)     ADJUSTED  
 BJ5015* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 BJ5015  ___________________________________________________________________
 BJ5015  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ5015  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ5015
 BJ5015  HORZ ORDER  -  SECOND
 BJ5015
 BJ5015.The horizontal coordinates were established by classical geodetic methods
 BJ5015.and adjusted by the National Geodetic Survey in January 1993..
 BJ5015
 BJ5015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5015
 BJ5015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5015
 BJ5015.The geoid height was determined by GEOID03.
 BJ5015
 BJ5015;                    North         East     Units Scale Factor Converg.
 BJ5015;SPC LA S     -   204,683.707 1,018,469.807   MT  0.99994386   +0 05 45.8
 BJ5015;SPC LA S     -   671,533.13  3,341,429.69   sFT  0.99994386   +0 05 45.8
 BJ5015;UTM  15      - 3,358,638.935   678,663.796   MT  0.99999381   +0 56 21.7
 BJ5015
 BJ5015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5015!SPC LA S     -   1.00000308  x   0.99994386  =   0.99994694
 BJ5015!UTM  15      -   1.00000308  x   0.99999381  =   0.99999689
 BJ5015
 BJ5015:                Primary Azimuth Mark                     Grid Az
 BJ5015:SPC LA S     -  17B002 LDH 1968                          328 41 01.0
 BJ5015:UTM  15      -  17B002 LDH 1968                          327 50 25.1
 BJ5015
 BJ5015|---------------------------------------------------------------------|
 BJ5015| PID    Reference Object                     Distance      Geod. Az  |
 BJ5015|                                                           dddmmss.s |
 BJ5015| BJ5016 17B002 LDH 1968                     APPROX. 1.7 KM 3284646.8 |
 BJ5015|---------------------------------------------------------------------|
 BJ5015
 BJ5015                          SUPERSEDED SURVEY CONTROL
 BJ5015
 BJ5015  NAD 83(1986)-  30 20 47.19234(N)    091 08 28.41770(W) AD(       ) 2
 BJ5015  NAD 27      -  30 20 46.49938(N)    091 08 28.03750(W) AD(       ) 2
 BJ5015  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 BJ5015
 BJ5015.Superseded values are not recommended for survey control.
 BJ5015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5015.See file dsdata.txt to determine how the superseded data were derived.
 BJ5015
 BJ5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7866458639(NAD 83)
 BJ5015_MARKER: DD = SURVEY DISK
 BJ5015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5015+STABILITY: SURFACE MOTION
 BJ5015
 BJ5015  HISTORY     - Date     Condition        Report By
 BJ5015  HISTORY     - 1968     MONUMENTED       LADH
 BJ5015
 BJ5015                          STATION DESCRIPTION
 BJ5015
 BJ5015'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5015'STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30 APPROXIMATELY 350
 BJ5015'FEET FROM THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 327.
 BJ5015'THE STATION IS SET TO THE WEST OF STATE HIGHWAY 30, 1.80 FEET SOUTH
 BJ5015'OF A METAL WITNESS POST AND SIGN, 17.20 FEET EAST OF THE EAST RAIL
 BJ5015'OF THE ILLINOIS CENTRAL RAILROAD, 50.65 FEET SOUTHWEST OF TELEPHONE
 BJ5015'POLE NO. 360, 92.00 FEET WEST OF THE CENTER OF STATE HIGHWAY 30,
 BJ5015'300 FEET SOUTH OF SIGNAL LIGHT NO. L3738.
 BJ5015'
 BJ5015'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5015'CONCRETE POST EVEN WITH THE SURFACE.  STATION IS STAMPED 17A002
 BJ5015'1968.
 BJ5015'
 BJ5015'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ5015'STATE HIGHWAY 327, FOLLOW STATE HIGHWAY 30 NORTH APPROXIMATELY 350
 BJ5015'FEET TO THE STATION SET TO THE WEST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5014 ***********************************************************************
 BJ5014  DESIGNATION -  17A003 LDH 1968
 BJ5014  PID         -  BJ5014
 BJ5014  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5014  USGS QUAD   -  PLAQUEMINE (1992)
 BJ5014
 BJ5014                         *CURRENT SURVEY CONTROL
 BJ5014  ___________________________________________________________________
 BJ5014* NAD 83(1992)-  30 21 24.33107(N)    091 07 47.81180(W)     ADJUSTED  
 BJ5014* NAVD 88     -         5.9    (meters)      19.     (feet)  VERTCON   
 BJ5014  ___________________________________________________________________
 BJ5014  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ5014  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ5014
 BJ5014  HORZ ORDER  -  SECOND
 BJ5014
 BJ5014.The horizontal coordinates were established by classical geodetic methods
 BJ5014.and adjusted by the National Geodetic Survey in January 1993..
 BJ5014
 BJ5014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5014
 BJ5014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5014
 BJ5014.The geoid height was determined by GEOID03.
 BJ5014
 BJ5014;                    North         East     Units Scale Factor Converg.
 BJ5014;SPC LA S     -   205,829.721 1,019,552.263   MT  0.99994496   +0 06 06.1
 BJ5014;SPC LA S     -   675,293.01  3,344,981.05   sFT  0.99994496   +0 06 06.1
 BJ5014;UTM  15      - 3,359,800.819   679,729.319   MT  0.99999852   +0 56 43.2
 BJ5014
 BJ5014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5014!SPC LA S     -   1.00000334  x   0.99994496  =   0.99994830
 BJ5014!UTM  15      -   1.00000334  x   0.99999852  =   1.00000186
 BJ5014
 BJ5014:                Primary Azimuth Mark                     Grid Az
 BJ5014:SPC LA S     -  GIANELLONI 2                             026 38 51.6
 BJ5014:UTM  15      -  GIANELLONI 2                             025 48 14.5
 BJ5014
 BJ5014|---------------------------------------------------------------------|
 BJ5014| PID    Reference Object                     Distance      Geod. Az  |
 BJ5014|                                                           dddmmss.s |
 BJ5014| BJ4988 GIANELLONI 2                        APPROX. 1.5 KM 0264457.7 |
 BJ5014|---------------------------------------------------------------------|
 BJ5014
 BJ5014                          SUPERSEDED SURVEY CONTROL
 BJ5014
 BJ5014  NAD 83(1986)-  30 21 24.34922(N)    091 07 47.81028(W) AD(       ) 2
 BJ5014  NAD 27      -  30 21 23.65680(N)    091 07 47.43070(W) AD(       ) 2
 BJ5014  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 BJ5014
 BJ5014.Superseded values are not recommended for survey control.
 BJ5014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5014.See file dsdata.txt to determine how the superseded data were derived.
 BJ5014
 BJ5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7972959801(NAD 83)
 BJ5014_MARKER: DD = SURVEY DISK
 BJ5014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5014+STABILITY: SURFACE MOTION
 BJ5014
 BJ5014  HISTORY     - Date     Condition        Report By
 BJ5014  HISTORY     - 1968     MONUMENTED       LADH
 BJ5014
 BJ5014                          STATION DESCRIPTION
 BJ5014
 BJ5014'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5014'THE STATION IS LOCATED EAST ALONG STATE HIGHWAY 327, 1.20 MILES FROM
 BJ5014'THE INTERSECTION AT STATE HIGHWAY 30, SET ON THE EAST SIDE OF THE
 BJ5014'STREET, 0.2 MILE NORTH OF STATE HIGHWAY 327, 32.25 FEET EAST OF THE
 BJ5014'CENTER OF THE PAVED STREET, 17.15 FEET WEST OF A METAL WITNESS
 BJ5014'POST AND SIGN, 17.85 FEET WEST OF A FENCE, 104.25 FEET SOUTHEAST
 BJ5014'OF A TELEPHONE JUNCTION BOX, 20.0 FEET NORTH OF THE EAST
 BJ5014'HEADWALL OF A CULVERT UNDER THE STREET, AND 50.00 FEET SOUTH OF
 BJ5014'THE CENTER OF ALUMINUM GATE.
 BJ5014'
 BJ5014'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 BJ5014'POST, EVEN WITH SURFACE.  THE STATION IS STAMPED 17A003 1968.
 BJ5014'
 BJ5014'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ5014'STATE HIGHWAY 327 AT BURTVILLE, GO EAST ON STATE HIGHWAY 327 FOR
 BJ5014'1.20 MILES TO A PAVED STREET LEADING NORTH, THEN DRIVE 0.2 MILE
 BJ5014'ALONG STREET TO STATION SET TO THE EAST OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5016 ***********************************************************************
 BJ5016  DESIGNATION -  17B002 LDH 1968
 BJ5016  PID         -  BJ5016
 BJ5016  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5016  USGS QUAD   -  PLAQUEMINE (1992)
 BJ5016
 BJ5016                         *CURRENT SURVEY CONTROL
 BJ5016  ___________________________________________________________________
 BJ5016* NAD 83(1992)-  30 21 34.45606(N)    091 09 01.46635(W)     ADJUSTED  
 BJ5016* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 BJ5016  ___________________________________________________________________
 BJ5016  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ5016  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ5016
 BJ5016  HORZ ORDER  -  SECOND
 BJ5016
 BJ5016.The horizontal coordinates were established by classical geodetic methods
 BJ5016.and adjusted by the National Geodetic Survey in January 1993..
 BJ5016
 BJ5016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5016
 BJ5016.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5016
 BJ5016.The geoid height was determined by GEOID03.
 BJ5016
 BJ5016;                    North         East     Units Scale Factor Converg.
 BJ5016;SPC LA S     -   206,138.177 1,017,584.905   MT  0.99994527   +0 05 29.3
 BJ5016;SPC LA S     -   676,305.00  3,338,526.48   sFT  0.99994527   +0 05 29.3
 BJ5016;UTM  15      - 3,360,080.289   677,757.536   MT  0.99998983   +0 56 06.3
 BJ5016
 BJ5016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5016!SPC LA S     -   1.00000342  x   0.99994527  =   0.99994869
 BJ5016!UTM  15      -   1.00000342  x   0.99998983  =   0.99999325
 BJ5016
 BJ5016:                Primary Azimuth Mark                     Grid Az
 BJ5016:SPC LA S     -  17A002 LDH 1968                          148 41 00.8
 BJ5016:UTM  15      -  17A002 LDH 1968                          147 50 23.8
 BJ5016
 BJ5016|---------------------------------------------------------------------|
 BJ5016| PID    Reference Object                     Distance      Geod. Az  |
 BJ5016|                                                           dddmmss.s |
 BJ5016| BJ5015 17A002 LDH 1968                     APPROX. 1.7 KM 1484630.1 |
 BJ5016|---------------------------------------------------------------------|
 BJ5016
 BJ5016                          SUPERSEDED SURVEY CONTROL
 BJ5016
 BJ5016  NAD 83(1986)-  30 21 34.47427(N)    091 09 01.46478(W) AD(       ) 2
 BJ5016  NAD 27      -  30 21 33.78242(N)    091 09 01.08300(W) AD(       ) 2
 BJ5016  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 BJ5016
 BJ5016.Superseded values are not recommended for survey control.
 BJ5016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5016.See file dsdata.txt to determine how the superseded data were derived.
 BJ5016
 BJ5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7775860080(NAD 83)
 BJ5016_MARKER: DD = SURVEY DISK
 BJ5016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5016+STABILITY: SURFACE MOTION
 BJ5016
 BJ5016  HISTORY     - Date     Condition        Report By
 BJ5016  HISTORY     - 1968     MONUMENTED       LADH
 BJ5016
 BJ5016                          STATION DESCRIPTION
 BJ5016
 BJ5016'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5016'THIS STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 1.52 MILES FROM
 BJ5016'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 327.  THE
 BJ5016'STATION IS SET TO THE EAST OF THE HIGHWAY NEAR A FENCE, 1.03 FEET
 BJ5016'SOUTH OF A METAL WITNESS POST AND SIGN, 3.80 FEET NORTH OF A
 BJ5016'CONCRETE HIGHWAY RIGHT OF WAY MARKER, 3.30 FEET WEST OF A FENCE
 BJ5016'LEADING NORTH-SOUTH, 39.60 FEET EAST OF THE CENTER OF STATE
 BJ5016'HIGHWAY 30.
 BJ5016'
 BJ5016'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5016'CONCRETE POST PROJECTING 4 INCHES.  STATION IS STAMPED 17B002 1968.
 BJ5016'
 BJ5016'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ5016'STATE HIGHWAY 327, FOLLOW HIGHWAY 30 NORTH FOR 1.52 MILES TO THE
 BJ5016'STATION SET TO THE EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5017 ***********************************************************************
 BJ5017  DESIGNATION -  17B003 LDH 1968
 BJ5017  PID         -  BJ5017
 BJ5017  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5017  USGS QUAD   -  PLAQUEMINE (1992)
 BJ5017
 BJ5017                         *CURRENT SURVEY CONTROL
 BJ5017  ___________________________________________________________________
 BJ5017* NAD 83(1992)-  30 22 15.32131(N)    091 09 32.84254(W)     ADJUSTED  
 BJ5017* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 BJ5017  ___________________________________________________________________
 BJ5017  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ5017  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5017
 BJ5017  HORZ ORDER  -  SECOND
 BJ5017
 BJ5017.The horizontal coordinates were established by classical geodetic methods
 BJ5017.and adjusted by the National Geodetic Survey in January 1993..
 BJ5017
 BJ5017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5017
 BJ5017.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5017
 BJ5017.The geoid height was determined by GEOID03.
 BJ5017
 BJ5017;                    North         East     Units Scale Factor Converg.
 BJ5017;SPC LA S     -   207,395.209 1,016,745.150   MT  0.99994653   +0 05 13.6
 BJ5017;SPC LA S     -   680,429.11  3,335,771.38   sFT  0.99994653   +0 05 13.6
 BJ5017;UTM  15      - 3,361,324.871   676,899.326   MT  0.99998607   +0 55 51.5
 BJ5017
 BJ5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5017!SPC LA S     -   1.00000350  x   0.99994653  =   0.99995003
 BJ5017!UTM  15      -   1.00000350  x   0.99998607  =   0.99998957
 BJ5017
 BJ5017:                Primary Azimuth Mark                     Grid Az
 BJ5017:SPC LA S     -  17B002 LDH 1968                          146 15 18.9
 BJ5017:UTM  15      -  17B002 LDH 1968                          145 24 41.0
 BJ5017
 BJ5017|---------------------------------------------------------------------|
 BJ5017| PID    Reference Object                     Distance      Geod. Az  |
 BJ5017|                                                           dddmmss.s |
 BJ5017| BJ5016 17B002 LDH 1968                     APPROX. 1.5 KM 1462032.5 |
 BJ5017|---------------------------------------------------------------------|
 BJ5017
 BJ5017                          SUPERSEDED SURVEY CONTROL
 BJ5017
 BJ5017  NAD 83(1986)-  30 22 15.33956(N)    091 09 32.84086(W) AD(       ) 2
 BJ5017  NAD 27      -  30 22 14.64877(N)    091 09 32.45776(W) AD(       ) 2
 BJ5017  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 BJ5017
 BJ5017.Superseded values are not recommended for survey control.
 BJ5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5017.See file dsdata.txt to determine how the superseded data were derived.
 BJ5017
 BJ5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7689961325(NAD 83)
 BJ5017_MARKER: DD = SURVEY DISK
 BJ5017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5017+STABILITY: SURFACE MOTION
 BJ5017
 BJ5017  HISTORY     - Date     Condition        Report By
 BJ5017  HISTORY     - 1968     MONUMENTED       LADH
 BJ5017  HISTORY     - 1985     GOOD             LOCENG
 BJ5017
 BJ5017                          STATION DESCRIPTION
 BJ5017
 BJ5017'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5017'THIS STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 2.35 MILES FROM
 BJ5017'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 327.  THE
 BJ5017'STATION IS SET TO THE WEST OF THE HIGHWAY NEAR THE RAILROAD, 1.60
 BJ5017'FEET SOUTH OF A METAL WITNESS POST AND SIGN, 30.50 FEET NORTHEAST OF
 BJ5017'A TELEPHONE POLE, 53.50 FEET EAST OF THE EAST RAIL ON THE
 BJ5017'ILLINOIS CENTRAL RAILROAD, AND 54.35 FEET WEST OF THE CENTER OF
 BJ5017'STATE HIGHWAY 30.
 BJ5017'
 BJ5017'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5017'CONCRETE POST PROJECTING 4 INCHES.  STATION IS STAMPED 17B003 1968.
 BJ5017'
 BJ5017'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ5017'STATE HIGHWAY 327, FOLLOW HIGHWAY 30 FOR 2.35 MILES TO THE STATION
 BJ5017'SET TO WEST OF THE HIGHWAY.
 BJ5017
 BJ5017                          STATION RECOVERY (1985)
 BJ5017
 BJ5017'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (GD)
 BJ5017'17B003 USC AND GS, LDH FOUND GOOD.
 BJ5017'
 BJ5017'DID NOT HAVE PUBLISHED DESCRIPTION.  MARK WAS FOUND 327 FEET SOUTH
 BJ5017'ALONG HWY. NO. 30 FROM C/L OF ACCESS ROAD TO LSU FIREMAN TRAINING
 BJ5017'CENTER AND 54.5 FEET WEST OF C/L OF HWY. NO. 30.
 BJ5017'
 BJ5017'NOT ON NGS LEVELS.
 BJ5017'
 BJ5017'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH ALONG HWY. 330 IN
 BJ5017'BATON ROUGE CITY LIMITS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5057 ***********************************************************************
 BJ5057  DESIGNATION -  17B007 LDH 1968
 BJ5057  PID         -  BJ5057
 BJ5057  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5057  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5057
 BJ5057                         *CURRENT SURVEY CONTROL
 BJ5057  ___________________________________________________________________
 BJ5057* NAD 83(1992)-  30 25 00.61624(N)    091 11 15.07162(W)     ADJUSTED  
 BJ5057* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 BJ5057  ___________________________________________________________________
 BJ5057  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5057  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5057
 BJ5057  HORZ ORDER  -  SECOND
 BJ5057
 BJ5057.The horizontal coordinates were established by classical geodetic methods
 BJ5057.and adjusted by the National Geodetic Survey in January 1993..
 BJ5057
 BJ5057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5057
 BJ5057.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5057
 BJ5057.The geoid height was determined by GEOID03.
 BJ5057
 BJ5057;                    North         East     Units Scale Factor Converg.
 BJ5057;SPC LA S     -   212,481.260 1,014,009.151   MT  0.99995201   +0 04 22.5
 BJ5057;SPC LA S     -   697,115.60  3,326,795.02   sFT  0.99995201   +0 04 22.5
 BJ5057;UTM  15      - 3,366,370.203   674,088.582   MT  0.99997389   +0 55 04.3
 BJ5057
 BJ5057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5057!SPC LA S     -   1.00000315  x   0.99995201  =   0.99995516
 BJ5057!UTM  15      -   1.00000315  x   0.99997389  =   0.99997704
 BJ5057
 BJ5057:                Primary Azimuth Mark                     Grid Az
 BJ5057:SPC LA S     -  17B008 LDH 1968                          358 35 25.7
 BJ5057:UTM  15      -  17B008 LDH 1968                          357 44 43.9
 BJ5057
 BJ5057|---------------------------------------------------------------------|
 BJ5057| PID    Reference Object                     Distance      Geod. Az  |
 BJ5057|                                                           dddmmss.s |
 BJ5057| BJ5058 17B008 LDH 1968                     APPROX. 0.9 KM 3583948.2 |
 BJ5057|---------------------------------------------------------------------|
 BJ5057
 BJ5057                          SUPERSEDED SURVEY CONTROL
 BJ5057
 BJ5057  NAD 83(1986)-  30 25 00.63455(N)    091 11 15.06959(W) AD(       ) 2
 BJ5057  NAD 27      -  30 24 59.94816(N)    091 11 14.68167(W) AD(       ) 2
 BJ5057  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG       
 BJ5057
 BJ5057.Superseded values are not recommended for survey control.
 BJ5057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5057.See file dsdata.txt to determine how the superseded data were derived.
 BJ5057
 BJ5057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7408966370(NAD 83)
 BJ5057_MARKER: DD = SURVEY DISK
 BJ5057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5057+STABILITY: SURFACE MOTION
 BJ5057
 BJ5057  HISTORY     - Date     Condition        Report By
 BJ5057  HISTORY     - 1968     MONUMENTED       LADH
 BJ5057
 BJ5057                          STATION DESCRIPTION
 BJ5057
 BJ5057'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5057'THIS STATION IS LOCATED ON THE L.S.U. CAMPUS, EAST OF AN APARTMENT
 BJ5057'BUILDING AND WEST OF NICHOLSON DRIVE (STATE HIGHWAY 30).  STATION IS
 BJ5057'SET SOUTHEAST OF THE SOUTHEAST CORNER OF APARTMENT BUILDING NO.
 BJ5057'1041, 24.40 FEET EAST OF A METAL WITNESS POST AND SIGN, 22.60 FEET
 BJ5057'WEST OF THE CENTER OF THE SOUTH BOUND LANE OF NICHOLSON DRIVE
 BJ5057'(STATE HIGHWAY 30), 49.55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BJ5057'APARTMENT BUILDING NO. 1041, 20.70 FEET NORTH OF THE CENTER
 BJ5057'OF A DRIVE TO THE APARTMENT BUILDING AND 58.55 FEET SOUTHEAST OF A
 BJ5057'24 INCH LIVE OAK TREE.
 BJ5057'
 BJ5057'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5057'CONCRETE POST, EVEN WITH THE SURFACE.  STATION IS STAMPED 17B007
 BJ5057'1968.
 BJ5057'
 BJ5057'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ5057'STATE HIGHWAY 42, FOLLOW STATE HIGHWAY 30 NORTH FOR 0.5 MILE TO THE
 BJ5057'STATION WEST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5058 ***********************************************************************
 BJ5058  DESIGNATION -  17B008 LDH 1968
 BJ5058  PID         -  BJ5058
 BJ5058  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5058  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5058
 BJ5058                         *CURRENT SURVEY CONTROL
 BJ5058  ___________________________________________________________________
 BJ5058* NAD 83(1992)-  30 25 30.13521(N)    091 11 15.86639(W)     ADJUSTED  
 BJ5058* NAVD 88     -         8.0    (meters)      26.     (feet)  VERTCON   
 BJ5058  ___________________________________________________________________
 BJ5058  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ5058  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5058
 BJ5058  HORZ ORDER  -  SECOND
 BJ5058
 BJ5058.The horizontal coordinates were established by classical geodetic methods
 BJ5058.and adjusted by the National Geodetic Survey in January 1993..
 BJ5058
 BJ5058.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5058
 BJ5058.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5058
 BJ5058.The geoid height was determined by GEOID03.
 BJ5058
 BJ5058;                    North         East     Units Scale Factor Converg.
 BJ5058;SPC LA S     -   213,390.206 1,013,986.786   MT  0.99995305   +0 04 22.1
 BJ5058;SPC LA S     -   700,097.70  3,326,721.65   sFT  0.99995305   +0 04 22.1
 BJ5058;UTM  15      - 3,367,278.740   674,052.813   MT  0.99997374   +0 55 04.7
 BJ5058
 BJ5058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5058!SPC LA S     -   1.00000302  x   0.99995305  =   0.99995607
 BJ5058!UTM  15      -   1.00000302  x   0.99997374  =   0.99997676
 BJ5058
 BJ5058:                Primary Azimuth Mark                     Grid Az
 BJ5058:SPC LA S     -  17B009 LDH 1968                          358 33 46.2
 BJ5058:UTM  15      -  17B009 LDH 1968                          357 43 03.6
 BJ5058
 BJ5058|---------------------------------------------------------------------|
 BJ5058| PID    Reference Object                     Distance      Geod. Az  |
 BJ5058|                                                           dddmmss.s |
 BJ5058| BJ5059 17B009 LDH 1968                     APPROX. 0.5 KM 3583808.3 |
 BJ5058|---------------------------------------------------------------------|
 BJ5058
 BJ5058                          SUPERSEDED SURVEY CONTROL
 BJ5058
 BJ5058  NAD 83(1986)-  30 25 30.15351(N)    091 11 15.86431(W) AD(       ) 2
 BJ5058  NAD 27      -  30 25 29.46783(N)    091 11 15.47598(W) AD(       ) 2
 BJ5058  NGVD 29 (07/19/86)    8.0    (m)           26.     (f) VERT ANG       
 BJ5058
 BJ5058.Superseded values are not recommended for survey control.
 BJ5058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5058.See file dsdata.txt to determine how the superseded data were derived.
 BJ5058
 BJ5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7405367279(NAD 83)
 BJ5058_MARKER: DD = SURVEY DISK
 BJ5058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5058+STABILITY: SURFACE MOTION
 BJ5058
 BJ5058  HISTORY     - Date     Condition        Report By
 BJ5058  HISTORY     - 1968     MONUMENTED       LADH
 BJ5058
 BJ5058                          STATION DESCRIPTION
 BJ5058
 BJ5058'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5058'THIS STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 1.0 MILE FROM
 BJ5058'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 42 ON THE
 BJ5058'L.S.U. CAMPUS WEST OF STADIUM.  THE STATION IS SET TO THE EAST OF
 BJ5058'THE HIGHWAY IN THE SOUTHWEST CORNER OF THE PRINCE MURAT PROPERTY,
 BJ5058'1.80 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 2.80 FEET EAST
 BJ5058'OF A FENCE, 28.75 FEET NORTH OF THE CENTER OF A CONCRETE
 BJ5058'DRIVEWAY, 26.60 FEET EAST OF THE CENTER OF THE NORTHBOUND LANE OF
 BJ5058'STATE HIGHWAY 30, 2.85 FEET SOUTHWEST OF A 12 INCH HACKBERRY TREE,
 BJ5058'6.75 FEET NORTH OF A 20 INCH LIVE OAK TREE, AND 15.60 FEET
 BJ5058'NORTHEAST OF A POWER POLE.
 BJ5058'
 BJ5058'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5058'CONCRETE POST, PROJECTING 4 INCHES.  STATION IS STAMPED 17B008 1968.
 BJ5058'
 BJ5058'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ5058'STATE HIGHWAY 42 AT L.S.U. FOLLOW STATE HIGHWAY 30 FOR 1.0 MILE TO
 BJ5058'STATION SET TO THE EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5059 ***********************************************************************
 BJ5059  DESIGNATION -  17B009 LDH 1968
 BJ5059  PID         -  BJ5059
 BJ5059  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5059  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5059
 BJ5059                         *CURRENT SURVEY CONTROL
 BJ5059  ___________________________________________________________________
 BJ5059* NAD 83(1992)-  30 25 47.06086(N)    091 11 16.33158(W)     ADJUSTED  
 BJ5059* NAVD 88     -         8.0    (meters)      26.     (feet)  VERTCON   
 BJ5059  ___________________________________________________________________
 BJ5059  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ5059  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5059
 BJ5059  HORZ ORDER  -  SECOND
 BJ5059
 BJ5059.The horizontal coordinates were established by classical geodetic methods
 BJ5059.and adjusted by the National Geodetic Survey in January 1993..
 BJ5059
 BJ5059.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5059
 BJ5059.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5059
 BJ5059.The geoid height was determined by GEOID03.
 BJ5059
 BJ5059;                    North         East     Units Scale Factor Converg.
 BJ5059;SPC LA S     -   213,911.380 1,013,973.710   MT  0.99995366   +0 04 21.8
 BJ5059;SPC LA S     -   701,807.59  3,326,678.75   sFT  0.99995366   +0 04 21.8
 BJ5059;UTM  15      - 3,367,799.675   674,032.050   MT  0.99997365   +0 55 04.9
 BJ5059
 BJ5059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5059!SPC LA S     -   1.00000302  x   0.99995366  =   0.99995668
 BJ5059!UTM  15      -   1.00000302  x   0.99997365  =   0.99997667
 BJ5059
 BJ5059:                Primary Azimuth Mark                     Grid Az
 BJ5059:SPC LA S     -  17B010 LDH 1968                          005 09 49.6
 BJ5059:UTM  15      -  17B010 LDH 1968                          004 19 06.5
 BJ5059
 BJ5059|---------------------------------------------------------------------|
 BJ5059| PID    Reference Object                     Distance      Geod. Az  |
 BJ5059|                                                           dddmmss.s |
 BJ5059| BJ5056 17B010 LDH 1968                     APPROX. 0.8 KM 0051411.4 |
 BJ5059| BJ5058 17B008 LDH 1968                     APPROX. 0.5 KM 1783808.1 |
 BJ5059|---------------------------------------------------------------------|
 BJ5059
 BJ5059                          SUPERSEDED SURVEY CONTROL
 BJ5059
 BJ5059  NAD 83(1986)-  30 25 47.07917(N)    091 11 16.32949(W) AD(       ) 2
 BJ5059  NAD 27      -  30 25 46.39383(N)    091 11 15.94092(W) AD(       ) 2
 BJ5059  NGVD 29 (07/19/86)    8.0    (m)           26.     (f) VERT ANG       
 BJ5059
 BJ5059.Superseded values are not recommended for survey control.
 BJ5059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5059.See file dsdata.txt to determine how the superseded data were derived.
 BJ5059
 BJ5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7403267800(NAD 83)
 BJ5059_MARKER: DD = SURVEY DISK
 BJ5059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5059+STABILITY: SURFACE MOTION
 BJ5059
 BJ5059  HISTORY     - Date     Condition        Report By
 BJ5059  HISTORY     - 1968     MONUMENTED       LADH
 BJ5059
 BJ5059                          STATION DESCRIPTION
 BJ5059
 BJ5059'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5059'THIS STATION IS LOCATED IN SOUTH BATON ROUGE NORTH ALONG STATE
 BJ5059'HIGHWAY 30 (NICHOLSON DRIVE), 1.25 MILES FROM THE INTERSECTION OF
 BJ5059'STATE HIGHWAY 30 AND STATE HIGHWAY 42.
 BJ5059'
 BJ5059'THE STATION IS SET TO THE WEST OF THE HIGHWAY NEAR THE CURB, 1.60
 BJ5059'FEET NORTH OF A METAL WITNESS POST AND SIGN, 15.75 FEET WEST OF THE
 BJ5059'CENTER OF THE SOUTH BOUND LANE OF STATE HIGHWAY 30, 23.0 FEET NORTH
 BJ5059'OF A CONCRETE DRIVEWAY, 47.0 FEET SOUTH OF A CONCRETE DRIVEWAY,
 BJ5059'22.15 FEET NORTHEAST OF A 10 INCH PIN OAK TREE, AND 31.45 FEET
 BJ5059'SOUTHEAST OF A 20 INCH WHITE OAK TREE.
 BJ5059'
 BJ5059'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5059'CONCRETE POST EVEN WITH THE GROUND.  STATION IS STAMPED 17B009 1968.
 BJ5059'
 BJ5059'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ5059'STATE HIGHWAY 42, FOLLOW STATE HIGHWAY 30 (NICHOLSON DRIVE) NORTH
 BJ5059'FOR 1.25 MILES TO STATION SET TO THE WEST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5056 ***********************************************************************
 BJ5056  DESIGNATION -  17B010 LDH 1968
 BJ5056  PID         -  BJ5056
 BJ5056  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5056  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5056
 BJ5056                         *CURRENT SURVEY CONTROL
 BJ5056  ___________________________________________________________________
 BJ5056* NAD 83(1992)-  30 26 12.90086(N)    091 11 13.59852(W)     ADJUSTED  
 BJ5056* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 BJ5056  ___________________________________________________________________
 BJ5056  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ5056  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5056
 BJ5056  HORZ ORDER  -  SECOND
 BJ5056
 BJ5056.The horizontal coordinates were established by classical geodetic methods
 BJ5056.and adjusted by the National Geodetic Survey in January 1993..
 BJ5056
 BJ5056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5056
 BJ5056.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5056
 BJ5056.The geoid height was determined by GEOID03.
 BJ5056
 BJ5056;                    North         East     Units Scale Factor Converg.
 BJ5056;SPC LA S     -   214,707.162 1,014,045.624   MT  0.99995460   +0 04 23.2
 BJ5056;SPC LA S     -   704,418.41  3,326,914.68   sFT  0.99995460   +0 04 23.2
 BJ5056;UTM  15      - 3,368,596.447   674,092.216   MT  0.99997391   +0 55 07.0
 BJ5056
 BJ5056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5056!SPC LA S     -   1.00000269  x   0.99995460  =   0.99995729
 BJ5056!UTM  15      -   1.00000269  x   0.99997391  =   0.99997660
 BJ5056
 BJ5056:                Primary Azimuth Mark                     Grid Az
 BJ5056:SPC LA S     -  17B011 LDH 1968                          325 23 59.3
 BJ5056:UTM  15      -  17B011 LDH 1968                          324 33 15.5
 BJ5056
 BJ5056|---------------------------------------------------------------------|
 BJ5056| PID    Reference Object                     Distance      Geod. Az  |
 BJ5056|                                                           dddmmss.s |
 BJ5056| BJ5061 17B011 LDH 1968                     APPROX. 0.6 KM 3252822.5 |
 BJ5056|---------------------------------------------------------------------|
 BJ5056
 BJ5056                          SUPERSEDED SURVEY CONTROL
 BJ5056
 BJ5056  NAD 83(1986)-  30 26 12.91915(N)    091 11 13.59639(W) AD(       ) 2
 BJ5056  NAD 27      -  30 26 12.23441(N)    091 11 13.20762(W) AD(       ) 2
 BJ5056  NGVD 29 (07/19/86)   10.1    (m)           33.     (f) VERT ANG       
 BJ5056
 BJ5056.Superseded values are not recommended for survey control.
 BJ5056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5056.See file dsdata.txt to determine how the superseded data were derived.
 BJ5056
 BJ5056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7409268596(NAD 83)
 BJ5056_MARKER: DD = SURVEY DISK
 BJ5056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5056+STABILITY: SURFACE MOTION
 BJ5056
 BJ5056  HISTORY     - Date     Condition        Report By
 BJ5056  HISTORY     - 1968     MONUMENTED       LADH
 BJ5056
 BJ5056                          STATION DESCRIPTION
 BJ5056
 BJ5056'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5056'THE STATION IS LOCATED IN BATON ROUGE EAST OF STATE HIGHWAY 30
 BJ5056'(NICHOLSON DRIVE) ON THE PROPERTY OF PYBURN AND ODOM CONSULTANTS.
 BJ5056'THE STATION IS SET IN THE LAWN IN FRONT OF A BUILDING, 33.55 FEET
 BJ5056'SOUTHWEST OF A METAL WITNESS POST AND SIGN, 10.40 FEET SOUTHEAST
 BJ5056'OF A POWER POLE, 25.45 FEET EAST OF THE CENTER OF THE NORTH BOUND
 BJ5056'LANE OF STATE HIGHWAY 30, 21.20 FEET NORTH OF THE CENTER OF A
 BJ5056'DRIVEWAY, 34.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF PYBURN AND
 BJ5056'ODOMS BUILDING, AND 20.60 FEET SOUTHWEST OF A 24 INCH MIMOSA TREE.
 BJ5056'
 BJ5056'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5056'CONCRETE POST, 4 INCHES BELOW SURFACE.  STATION IS STAMPED 17B010
 BJ5056'1968.
 BJ5056'
 BJ5056'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ5056'STATE HIGHWAY 42, FOLLOW STATE HIGHWAY 30 NORTH FOR 1.80 MILES TO
 BJ5056'THE STATION SET TO THE EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5061 ***********************************************************************
 BJ5061  DESIGNATION -  17B011 LDH 1968
 BJ5061  PID         -  BJ5061
 BJ5061  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5061  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5061
 BJ5061                         *CURRENT SURVEY CONTROL
 BJ5061  ___________________________________________________________________
 BJ5061* NAD 83(1992)-  30 26 28.97607(N)    091 11 26.36242(W)     ADJUSTED  
 BJ5061* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 BJ5061  ___________________________________________________________________
 BJ5061  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5061  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5061
 BJ5061  HORZ ORDER  -  SECOND
 BJ5061
 BJ5061.The horizontal coordinates were established by classical geodetic methods
 BJ5061.and adjusted by the National Geodetic Survey in January 1993..
 BJ5061
 BJ5061.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5061
 BJ5061.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5061
 BJ5061.The geoid height was determined by GEOID03.
 BJ5061
 BJ5061;                    North         East     Units Scale Factor Converg.
 BJ5061;SPC LA S     -   215,201.737 1,013,704.437   MT  0.99995520   +0 04 16.8
 BJ5061;SPC LA S     -   706,041.03  3,325,795.31   sFT  0.99995520   +0 04 16.8
 BJ5061;UTM  15      - 3,369,085.942   673,743.762   MT  0.99997241   +0 55 01.0
 BJ5061
 BJ5061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5061!SPC LA S     -   1.00000184  x   0.99995520  =   0.99995704
 BJ5061!UTM  15      -   1.00000184  x   0.99997241  =   0.99997425
 BJ5061
 BJ5061:                Primary Azimuth Mark                     Grid Az
 BJ5061:SPC LA S     -  17 B 012                                 359 53 27.5
 BJ5061:UTM  15      -  17 B 012                                 359 02 43.3
 BJ5061
 BJ5061|---------------------------------------------------------------------|
 BJ5061| PID    Reference Object                     Distance      Geod. Az  |
 BJ5061|                                                           dddmmss.s |
 BJ5061| BJ3692 17 B 012                            APPROX. 0.9 KM 3595744.3 |
 BJ5061|---------------------------------------------------------------------|
 BJ5061
 BJ5061                          SUPERSEDED SURVEY CONTROL
 BJ5061
 BJ5061  NAD 83(1986)-  30 26 28.99437(N)    091 11 26.36028(W) AD(       ) 2
 BJ5061  NAD 27      -  30 26 28.30999(N)    091 11 25.97086(W) AD(       ) 2
 BJ5061  NGVD 29 (07/19/86)   15.5    (m)           51.     (f) VERT ANG       
 BJ5061
 BJ5061.Superseded values are not recommended for survey control.
 BJ5061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5061.See file dsdata.txt to determine how the superseded data were derived.
 BJ5061
 BJ5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7374469086(NAD 83)
 BJ5061_MARKER: DD = SURVEY DISK
 BJ5061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5061+STABILITY: SURFACE MOTION
 BJ5061
 BJ5061  HISTORY     - Date     Condition        Report By
 BJ5061  HISTORY     - 1968     MONUMENTED       LADH
 BJ5061  HISTORY     - 1978     GOOD             LADTD
 BJ5061
 BJ5061                          STATION DESCRIPTION
 BJ5061
 BJ5061'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5061'STATION IS LOCATED ABOUT 0.3 MILE NORTH OF THE NEW INTERSTATE-10
 BJ5061'BRIDGE.  THE STATION IS SET IN THE EAST SIDE OF THE RIVER LEVEE NEAR
 BJ5061'THE BATON ROUGE LUMBER COMPANY, 2.00 FEET NORTH OF A METAL WITNESS
 BJ5061'POST AND SIGN, 9.35 FEET EAST OF THE CENTER OF THE CROWN OF THE
 BJ5061'LEVEE, 57.0 FEET SOUTHEAST OF A 24 INCH SYCAMORE TREE, AND 97.55 FEET
 BJ5061'SOUTHWEST OF THE NORTHWEST CORNER OF A LUMBER SHED.
 BJ5061'
 BJ5061'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5061'CONCRETE POST, EVEN WITH THE SURFACE.  STATION IS STAMPED 17B011
 BJ5061'1968.
 BJ5061'
 BJ5061'TO REACH THIS STATION FROM THE CAPITOL ANNEX DRIVE SOUTH ON FRONT
 BJ5061'STREET FOR 1.25 MILES TO SOUTH BOULEVARD, TURN RIGHT, GO 0.1 MILE TO
 BJ5061'THE LEVEE.  THE STATION IS SET IN THE LEVEE.
 BJ5061
 BJ5061                          STATION RECOVERY (1978)
 BJ5061
 BJ5061'RECOVERY NOTE BY LA TRANSP AND DEV 1978 (RJT)
 BJ5061'THE STATION WAS VISITED 8-22-78 AND FOUND TO BE IN GOOD
 BJ5061'CONDITION.  THE ORIGINAL DESCRIPTION IS NOT ADEQUATE TO FIND MARK.  A
 BJ5061'NEW DESCRIPTION FOLLOWS.
 BJ5061'
 BJ5061'THE STATION MARK IS LOCATED IN DOWNTOWN BATON ROUGE AND IS SET ON
 BJ5061'THE CROWN OF THE MISSISSIPPI RIVER LEVEE ABOUT 0.2 MILES NORTH OF THE
 BJ5061'INTERSTATE HIGHWAY 10 RIVER BRIDGE.
 BJ5061'
 BJ5061'TO REACH THE STATION FROM THE CAPITOL ANNEX ON FRONT STREET, DRIVE
 BJ5061'SOUTH ALONG FRONT STREET AND RIVER ROAD FOR 1.25 MILES TO SOUTH
 BJ5061'BOULEVARD, TURN RIGHT AND GO 0.1 MILES TO TOP OF RIVER LEVEE, TURN
 BJ5061'RIGHT AND GO NORTH ALONG CROWN OF LEVEE FOR 0.1 MILES TO MARK SET ON
 BJ5061'THE RIGHT AND EAST OF THE CROWN OF THE LEVEE.
 BJ5061'
 BJ5061'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5061'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12 INCH ROUND
 BJ5061'CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 BJ5061'IS STAMPED 17B011.  THE MARK IS 251 FT NORTHWEST OF A BRACE POLE FOR
 BJ5061'A TRANSMISSION LINE, 196 FT SOUTHWEST OF A CATCH BASIN ON THE WEST
 BJ5061'SIDE OF RIVER ROAD NEAR THE ILLINOIS CENTRAL WAREHOUSE, 9.3 FT EAST OF
 BJ5061'THE CENTER OF THE LEVEE CROWN AND 1.5 FT NORTH OF A METAL WITNESS
 BJ5061'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5076 ***********************************************************************
 BJ5076  DESIGNATION -  17B014 LDH 1968
 BJ5076  PID         -  BJ5076
 BJ5076  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5076  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5076
 BJ5076                         *CURRENT SURVEY CONTROL
 BJ5076  ___________________________________________________________________
 BJ5076* NAD 83(1992)-  30 27 25.38156(N)    091 11 14.41464(W)     ADJUSTED  
 BJ5076* NAVD 88     -       140.5    (meters)     461.     (feet)  VERTCON   
 BJ5076  ___________________________________________________________________
 BJ5076  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ5076  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5076
 BJ5076  HORZ ORDER  -  FIRST
 BJ5076
 BJ5076.The horizontal coordinates were established by classical geodetic methods
 BJ5076.and adjusted by the National Geodetic Survey in January 1993..
 BJ5076
 BJ5076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5076
 BJ5076.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5076
 BJ5076.The geoid height was determined by GEOID03.
 BJ5076
 BJ5076;                    North         East     Units Scale Factor Converg.
 BJ5076;SPC LA S     -   216,939.037 1,014,021.005   MT  0.99995733   +0 04 22.8
 BJ5076;SPC LA S     -   711,740.82  3,326,833.91   sFT  0.99995733   +0 04 22.8
 BJ5076;UTM  15      - 3,370,827.756   674,034.653   MT  0.99997366   +0 55 08.6
 BJ5076
 BJ5076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5076!SPC LA S     -   0.99998221  x   0.99995733  =   0.99993954
 BJ5076!UTM  15      -   0.99998221  x   0.99997366  =   0.99995587
 BJ5076
 BJ5076:                Primary Azimuth Mark                     Grid Az
 BJ5076:SPC LA S     -  DAWSON                                   128 46 28.5
 BJ5076:UTM  15      -  DAWSON                                   127 55 42.7
 BJ5076
 BJ5076|---------------------------------------------------------------------|
 BJ5076| PID    Reference Object                     Distance      Geod. Az  |
 BJ5076|                                                           dddmmss.s |
 BJ5076| BJ5035 DAWSON                              APPROX. 6.0 KM 1285051.3 |
 BJ5076|---------------------------------------------------------------------|
 BJ5076
 BJ5076                          SUPERSEDED SURVEY CONTROL
 BJ5076
 BJ5076  NAD 83(1986)-  30 27 25.39983(N)    091 11 14.41246(W) AD(       ) 1
 BJ5076  NAD 27      -  30 27 24.71693(N)    091 11 14.02298(W) AD(       ) 1
 BJ5076  NGVD 29 (07/19/86)  140.5    (m)          461.     (f) VERT ANG       
 BJ5076
 BJ5076.Superseded values are not recommended for survey control.
 BJ5076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5076.See file dsdata.txt to determine how the superseded data were derived.
 BJ5076
 BJ5076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7403570828(NAD 83)
 BJ5076_MARKER: DD = SURVEY DISK
 BJ5076_SETTING: 0 = UNSPECIFIED SETTING
 BJ5076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5076
 BJ5076  HISTORY     - Date     Condition        Report By
 BJ5076  HISTORY     - 1968     MONUMENTED       LADH
 BJ5076  HISTORY     - 1970     GOOD             LADH
 BJ5076
 BJ5076                          STATION DESCRIPTION
 BJ5076
 BJ5076'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5076'THIS STATION IS LOCATED ON THE TOP FLOOR OF THE STATE CAPITOL
 BJ5076'BUILDING IN BATON ROUGE.  THE DISK IS SET ON THE DECK IN THE
 BJ5076'SOUTHEAST CORNER OF THE TOWER, 3 FEET NORTHWEST OF THE SOUTHEAST
 BJ5076'CORNER, 2 FEET EAST OF THE CUPOLA.  MOST OF THE STATES RADIO ANTENNA
 BJ5076'ARE LOCATED ON THIS FLOOR.
 BJ5076'
 BJ5076'THE STATION IS STANDARD BRONZE DISK SET EVEN WITH SURFACE.  STATION
 BJ5076'IS STAMPED 17B014 1968.
 BJ5076
 BJ5076                          STATION RECOVERY (1970)
 BJ5076
 BJ5076'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (WWS)
 BJ5076'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE TOP
 BJ5076'OBSERVATION ROOF OF THE STATE OF LOUISIANA CAPITOL BUILDING, IN
 BJ5076'DOWNTOWN BATON ROUGE.
 BJ5076'
 BJ5076'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED FOR THIS STATION.
 BJ5076'TRAVERSE STATIONS DAWSON (LDH), LOCK (LDH) AND ALLEN (LDH) CAN BE
 BJ5076'USED FOR AZIMUTH MARKS.
 BJ5076'
 BJ5076'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5060 ***********************************************************************
 BJ5060  DESIGNATION -  17B015 LDH 1968
 BJ5060  PID         -  BJ5060
 BJ5060  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5060  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5060
 BJ5060                         *CURRENT SURVEY CONTROL
 BJ5060  ___________________________________________________________________
 BJ5060* NAD 83(1992)-  30 27 58.92796(N)    091 11 22.18084(W)     ADJUSTED  
 BJ5060* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 BJ5060  ___________________________________________________________________
 BJ5060  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ5060  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5060
 BJ5060  HORZ ORDER  -  SECOND
 BJ5060
 BJ5060.The horizontal coordinates were established by classical geodetic methods
 BJ5060.and adjusted by the National Geodetic Survey in January 1993..
 BJ5060
 BJ5060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5060
 BJ5060.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5060
 BJ5060.The geoid height was determined by GEOID03.
 BJ5060
 BJ5060;                    North         East     Units Scale Factor Converg.
 BJ5060;SPC LA S     -   217,971.776 1,013,812.530   MT  0.99995864   +0 04 18.9
 BJ5060;SPC LA S     -   715,129.07  3,326,149.94   sFT  0.99995864   +0 04 18.9
 BJ5060;UTM  15      - 3,371,857.319   673,810.946   MT  0.99997270   +0 55 05.6
 BJ5060
 BJ5060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5060!SPC LA S     -   1.00000201  x   0.99995864  =   0.99996065
 BJ5060!UTM  15      -   1.00000201  x   0.99997270  =   0.99997471
 BJ5060
 BJ5060:                Primary Azimuth Mark                     Grid Az
 BJ5060:SPC LA S     -  BABIN                                    014 22 29.6
 BJ5060:UTM  15      -  BABIN                                    013 31 42.9
 BJ5060
 BJ5060|---------------------------------------------------------------------|
 BJ5060| PID    Reference Object                     Distance      Geod. Az  |
 BJ5060|                                                           dddmmss.s |
 BJ5060| BJ3184 BABIN                               APPROX. 0.5 KM 0142648.5 |
 BJ5060|---------------------------------------------------------------------|
 BJ5060
 BJ5060                          SUPERSEDED SURVEY CONTROL
 BJ5060
 BJ5060  NAD 83(1986)-  30 27 58.94629(N)    091 11 22.17862(W) AD(       ) 2
 BJ5060  NAD 27      -  30 27 58.26431(N)    091 11 21.78881(W) AD(       ) 2
 BJ5060  NGVD 29 (07/19/86)   14.4    (m)           47.     (f) VERT ANG       
 BJ5060
 BJ5060.Superseded values are not recommended for survey control.
 BJ5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5060.See file dsdata.txt to determine how the superseded data were derived.
 BJ5060
 BJ5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7381171857(NAD 83)
 BJ5060_MARKER: DD = SURVEY DISK
 BJ5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5060+STABILITY: SURFACE MOTION
 BJ5060
 BJ5060  HISTORY     - Date     Condition        Report By
 BJ5060  HISTORY     - 1968     MONUMENTED       LADH
 BJ5060
 BJ5060                          STATION DESCRIPTION
 BJ5060
 BJ5060'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ5060'THE STATION IS LOCATED ON A ROAD LEADING TO THE BATON ROUGE SHIP
 BJ5060'TERMINAL.  THE STATION IS SET BEHIND THE COMMUNITY COFFEE PLANT
 BJ5060'ACROSS THE RAILROAD TRACKS, 1.65 FEET NORTH OF A METAL WITNESS POST
 BJ5060'AND SIGN, 18.35 FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 43.60
 BJ5060'FEET WEST OF THE WEST RAIL OF THE RAILROAD SIDING, 55.40 FEET
 BJ5060'SOUTHWEST OF POWER POLE NO. 381, AND APPROXIMATELY 1.5 MILES NORTH
 BJ5060'OF MILE POST NO. 365.
 BJ5060'
 BJ5060'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 BJ5060'POST, PROJECTING 4 INCHES.  THE STATION IS STAMPED 17B015 1968.
 BJ5060'
 BJ5060'TO REACH THE STATION FROM THE INTERSECTION OF FLORIDA STREET AND
 BJ5060'FRONT STREET, FOLLOW FRONT STREET NORTH FOR 1.0 MILES TO A BLACKTOP
 BJ5060'STREET LEADING WEST ACROSS RAILROAD, THEN GO NORTHWEST ON BLACKTOP
 BJ5060'STREET FOR APPROXIMATELY 0.5 MILE TO THE STATION SET BEHIND THE
 BJ5060'COMMUNITY COFFEE PLANT WEST OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4948 ***********************************************************************
 BJ4948  DESIGNATION -  17F001 LADH 1974
 BJ4948  PID         -  BJ4948
 BJ4948  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4948  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4948
 BJ4948                         *CURRENT SURVEY CONTROL
 BJ4948  ___________________________________________________________________
 BJ4948* NAD 83(1992)-  30 24 14.54840(N)    091 03 34.02366(W)     ADJUSTED  
 BJ4948* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 BJ4948  ___________________________________________________________________
 BJ4948  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ4948  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4948
 BJ4948  HORZ ORDER  -  SECOND
 BJ4948
 BJ4948.The horizontal coordinates were established by classical geodetic methods
 BJ4948.and adjusted by the National Geodetic Survey in January 1993..
 BJ4948
 BJ4948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4948
 BJ4948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4948
 BJ4948.The geoid height was determined by GEOID03.
 BJ4948
 BJ4948;                    North         East     Units Scale Factor Converg.
 BJ4948;SPC LA S     -   211,085.240 1,026,316.851   MT  0.99995041   +0 08 13.0
 BJ4948;SPC LA S     -   692,535.49  3,367,174.54   sFT  0.99995041   +0 08 13.0
 BJ4948;UTM  15      - 3,365,155.827   686,416.149   MT  1.00002873   +0 58 56.6
 BJ4948
 BJ4948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4948!SPC LA S     -   1.00000274  x   0.99995041  =   0.99995315
 BJ4948!UTM  15      -   1.00000274  x   1.00002873  =   1.00003147
 BJ4948
 BJ4948:                Primary Azimuth Mark                     Grid Az
 BJ4948:SPC LA S     -  NESSER LADH 1970 AZ MK                   317 01 33.8
 BJ4948:UTM  15      -  NESSER LADH 1970 AZ MK                   316 10 50.2
 BJ4948
 BJ4948|---------------------------------------------------------------------|
 BJ4948| PID    Reference Object                     Distance      Geod. Az  |
 BJ4948|                                                           dddmmss.s |
 BJ4948| BJ4949 NESSER LADH 1970 AZ MK              421.946 METERS 3170946.8 |
 BJ4948|---------------------------------------------------------------------|
 BJ4948
 BJ4948                          SUPERSEDED SURVEY CONTROL
 BJ4948
 BJ4948  NAD 83(1986)-  30 24 14.56613(N)    091 03 34.02194(W) AD(       ) 2
 BJ4948  NAD 27      -  30 24 13.87755(N)    091 03 33.64785(W) AD(       ) 2
 BJ4948  NGVD 29 (07/19/86)    9.7    (m)           32.     (f) VERT ANG       
 BJ4948
 BJ4948.Superseded values are not recommended for survey control.
 BJ4948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4948.See file dsdata.txt to determine how the superseded data were derived.
 BJ4948
 BJ4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8641665156(NAD 83)
 BJ4948_MARKER: DD = SURVEY DISK
 BJ4948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4948+STABILITY: SURFACE MOTION
 BJ4948
 BJ4948  HISTORY     - Date     Condition        Report By
 BJ4948  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4948
 BJ4948                          STATION DESCRIPTION
 BJ4948
 BJ4948'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4948'THE STATION IS LOCATED IN BATON ROUGE IN THE SOUTHEASTERN
 BJ4948'PART OF THE CITY NEAR THE COMMUNITY KNOW AS NESSER ON U.S. HIGHWAY
 BJ4948'61.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4948'PROPERTY.
 BJ4948'
 BJ4948'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND INTERSTATE
 BJ4948'12 INTERCHANGE, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR 1.6
 BJ4948'MILES TO THE MARK SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR
 BJ4948'A GRAVEL DRIVE AND A FENCE CORNER POST.
 BJ4948'
 BJ4948'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4948'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF
 BJ4948'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 BJ4948'ABOVE THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF
 BJ4948'AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4948'GROUND SURFACE.  THEY ARE STAMPED 17F001 1974.  THE MARK IS 80
 BJ4948'FEET EAST OF A 24 INCH PECAN TREE, 33 FEET WEST OF THE CENTER
 BJ4948'OF A SERVICE ROAD, 16 FEET SOUTH OF THE CENTER OF A GRAVEL
 BJ4948'DRIVE LEADING TO A WOOD FRAME HOUSE, 11 FEET NORTH-NORTHWEST
 BJ4948'OF THE SOUTH-END OF A CONCRETE CULVERT AND 8.5 FEET NORTHEAST
 BJ4948'OF A FENCE CORNER.
 BJ4948'
 BJ4948'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4950 ***********************************************************************
 BJ4950  DESIGNATION -  17F002
 BJ4950  PID         -  BJ4950
 BJ4950  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4950  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4950
 BJ4950                         *CURRENT SURVEY CONTROL
 BJ4950  ___________________________________________________________________
 BJ4950* NAD 83(1992)-  30 24 33.10081(N)    091 03 46.56033(W)     ADJUSTED  
 BJ4950* NAVD 88     -        14.3    (meters)      47.     (feet)  VERTCON   
 BJ4950  ___________________________________________________________________
 BJ4950  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ4950  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4950
 BJ4950  HORZ ORDER  -  SECOND
 BJ4950
 BJ4950.The horizontal coordinates were established by classical geodetic methods
 BJ4950.and adjusted by the National Geodetic Survey in January 1993..
 BJ4950
 BJ4950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4950
 BJ4950.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4950
 BJ4950.The geoid height was determined by GEOID03.
 BJ4950
 BJ4950;                    North         East     Units Scale Factor Converg.
 BJ4950;SPC LA S     -   211,655.724 1,025,980.885   MT  0.99995105   +0 08 06.7
 BJ4950;SPC LA S     -   694,407.15  3,366,072.29   sFT  0.99995105   +0 08 06.7
 BJ4950;UTM  15      - 3,365,721.334   686,071.775   MT  1.00002714   +0 58 50.8
 BJ4950
 BJ4950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4950!SPC LA S     -   1.00000202  x   0.99995105  =   0.99995307
 BJ4950!UTM  15      -   1.00000202  x   1.00002714  =   1.00002916
 BJ4950
 BJ4950|---------------------------------------------------------------------|
 BJ4950| PID    Reference Object                     Distance      Geod. Az  |
 BJ4950|                                                           dddmmss.s |
 BJ4950| BJ4949 NESSER LADH 1970 AZ MK              266.218 METERS 16940     |
 BJ4950| BJ5339 17F003 RESET                        APPROX. 1.0 KM 3174714.4 |
 BJ4950|---------------------------------------------------------------------|
 BJ4950
 BJ4950                          SUPERSEDED SURVEY CONTROL
 BJ4950
 BJ4950  NAD 83(1986)-  30 24 33.11860(N)    091 03 46.55855(W) AD(       ) 2
 BJ4950  NAD 27      -  30 24 32.43037(N)    091 03 46.18371(W) AD(       ) 2
 BJ4950  NGVD 29 (07/19/86)   14.3    (m)           47.     (f) VERT ANG       
 BJ4950
 BJ4950.Superseded values are not recommended for survey control.
 BJ4950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4950.See file dsdata.txt to determine how the superseded data were derived.
 BJ4950
 BJ4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8607265721(NAD 83)
 BJ4950_MARKER: DD = SURVEY DISK
 BJ4950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4950_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4950+STABILITY: SURFACE MOTION
 BJ4950
 BJ4950  HISTORY     - Date     Condition        Report By
 BJ4950  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4950  HISTORY     - 1980     GOOD             LADTD
 BJ4950
 BJ4950                          STATION DESCRIPTION
 BJ4950
 BJ4950'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4950'THE STATION IS LOCATED IN BATON ROUGE IN THE SOUTHEASTERN PART
 BJ4950'OF THE CITY NEAR THE COMMUNITY KNOWN AS NESSER ON U.S. HIGHWAY
 BJ4950'61.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4950'PROPERTY.
 BJ4950'
 BJ4950'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND INTERSTATE
 BJ4950'12 INTERCHANGE, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR 1.2
 BJ4950'MILES TO THE MARK SET ON THE LEFT AND SOUTHEAST OF THE HIGHWAY
 BJ4950'NEAR A POWER POLE AND A SERVICE ROAD.
 BJ4950'
 BJ4950'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4950'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF
 BJ4950'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 BJ4950'ABOVE THE GROUND.  THE SUB-SURFACE MARK IS SET IN TOP OF AN
 BJ4950'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4950'GROUND SURFACE.  THEY ARE STAMPED 17F002 1974.  THE MARK IS 125
 BJ4950'FEET SOUTH OF THE CENTER OF ALCO AVE., 30.5 FEET EAST OF THE
 BJ4950'CENTER OF A SERVICE ROAD, 16 FEET NORTHWEST OF AN 8 INCH PINE
 BJ4950'TREE, 12 FEET SOUTHWEST OF A 12 INCH PINE TREE, 2.5 FEET
 BJ4950'SOUTHWEST OF A POWER POLE AND 2 FEET NORTH OF A METAL
 BJ4950'WITNESS POST AND SIGN.
 BJ4950'
 BJ4950'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4950
 BJ4950                          STATION RECOVERY (1980)
 BJ4950
 BJ4950'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4950'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4950'1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5339 ***********************************************************************
 BJ5339  DESIGNATION -  17F003 RESET
 BJ5339  PID         -  BJ5339
 BJ5339  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5339  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ5339
 BJ5339                         *CURRENT SURVEY CONTROL
 BJ5339  ___________________________________________________________________
 BJ5339* NAD 83(1992)-  30 24 57.41002(N)    091 04 12.00486(W)     ADJUSTED  
 BJ5339* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 BJ5339  ___________________________________________________________________
 BJ5339  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5339  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ5339
 BJ5339  HORZ ORDER  -  SECOND
 BJ5339
 BJ5339.The horizontal coordinates were established by classical geodetic methods
 BJ5339.and adjusted by the National Geodetic Survey in January 1993..
 BJ5339
 BJ5339.The orthometric height was scaled from a topographic map.
 BJ5339
 BJ5339.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5339
 BJ5339.The geoid height was determined by GEOID03.
 BJ5339
 BJ5339;                    North         East     Units Scale Factor Converg.
 BJ5339;SPC LA S     -   212,402.688 1,025,300.057   MT  0.99995189   +0 07 54.0
 BJ5339;SPC LA S     -   696,857.82  3,363,838.60   sFT  0.99995189   +0 07 54.0
 BJ5339;UTM  15      - 3,366,458.224   685,379.946   MT  1.00002397   +0 58 38.6
 BJ5339
 BJ5339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5339!SPC LA S     -   1.00000216  x   0.99995189  =   0.99995405
 BJ5339!UTM  15      -   1.00000216  x   1.00002397  =   1.00002613
 BJ5339
 BJ5339|---------------------------------------------------------------------|
 BJ5339| PID    Reference Object                     Distance      Geod. Az  |
 BJ5339|                                                           dddmmss.s |
 BJ5339| BJ4969 TP 1                                  7.982 METERS 04655     |
 BJ5339| BJ3773 LANE                                APPROX. 1.0 KM 3351227.4 |
 BJ5339|---------------------------------------------------------------------|
 BJ5339
 BJ5339                          SUPERSEDED SURVEY CONTROL
 BJ5339
 BJ5339  NAD 83(1986)-  30 24 57.44339(N)    091 04 12.01882(W) AD(       ) 2
 BJ5339  NAD 27      -  30 24 56.75582(N)    091 04 11.64258(W) AD(       ) 2
 BJ5339
 BJ5339.Superseded values are not recommended for survey control.
 BJ5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5339.See file dsdata.txt to determine how the superseded data were derived.
 BJ5339
 BJ5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8538066458(NAD 83)
 BJ5339_MARKER: DD = SURVEY DISK
 BJ5339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5339_STAMPING: 17F003 1974 1985
 BJ5339_MARK LOGO: LADH  
 BJ5339_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5339+STABILITY: SURFACE MOTION
 BJ5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5339+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BJ5339
 BJ5339  HISTORY     - Date     Condition        Report By
 BJ5339  HISTORY     - 1985     MONUMENTED       LADH
 BJ5339
 BJ5339                          STATION DESCRIPTION
 BJ5339
 BJ5339'DESCRIBED BY LA DEPT OF HIGHWAYS 1985 (TLH)
 BJ5339'THE TOP MARK WAS FOUND LEANING SO A NEW TOP MARK WAS ESTABLISHED AT
 BJ5339'THIS TIME OVER THE SUB-SURFACE MARK.  THE ANGLE BETWEEN 17F002 TO LANE
 BJ5339'MISSED THE 1974 ANGLE 37 SECONDS.  A NEW DESCRIPTION WAS MADE AT THIS
 BJ5339'TIME.
 BJ5339' 
 BJ5339'THE STATION IS LOCATED IN BATON ROUGE IN THE SOUTHEASTERN PART OF THE
 BJ5339'CITY JUST NORTHWEST OF THE JUNCTION OF US HIGHWAY 61 AND STATE HIGHWAY
 BJ5339'73 AND JUST SOUTH OF THE JUNCTION OF US HIGHWAY 61 AND INTERSTATE 12,
 BJ5339'--OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5339' 
 BJ5339'TO REACH THE STATION FROM THE US HIGHWAY 61 AND INTERSTATE 12
 BJ5339'INTERCHANGE, DRIVE SOUTHEAST ON HIGHWAY 61 FOR 1 KM (0.6 MI) TO THE
 BJ5339'MARK SET ON THE RIGHT SET IN FRONT OF NOTOCO INDUSTRIES INCORPORATE
 BJ5339'NEAR AN OAK TREE AND A BOX CULVERT.
 BJ5339' 
 BJ5339'THE STATION IS A STANDARD LADH DISK STAMPED--17F003 1974 1985--, SET
 BJ5339'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BJ5339'DIAMETER RECESSED 2 INCHES OR 5 CM BELOW THE GROUND LOCATED 111 FT
 BJ5339'(33.8 M) NW FROM A BOX CULVERT, 82 FT (25 M) W FROM A 36-INCH OAK
 BJ5339'TREE, 79 FT (24.1 M) E FROM THE NORTHEAST CORNER OF THE NOTOCO
 BJ5339'BUILDING, 49.5 FT (15.1 M) SSE FROM THE CENTER OF CEMENT DRIVE INTO
 BJ5339'NOTOCO INDUSTRIES, AND 5 FT (1.5 M) ENE FROM THE EAST SIDE OF A
 BJ5339'CONCRETE PARKING LOT.
 BJ5339' 
 BJ5339'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--17F003 1974--,
 BJ5339'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4957 ***********************************************************************
 BJ4957  DESIGNATION -  17G002 LADH 1974
 BJ4957  PID         -  BJ4957
 BJ4957  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4957  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4957
 BJ4957                         *CURRENT SURVEY CONTROL
 BJ4957  ___________________________________________________________________
 BJ4957* NAD 83(1992)-  30 26 31.88668(N)    091 05 16.33986(W)     ADJUSTED  
 BJ4957* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 BJ4957  ___________________________________________________________________
 BJ4957  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ4957  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4957
 BJ4957  HORZ ORDER  -  SECOND
 BJ4957
 BJ4957.The horizontal coordinates were established by classical geodetic methods
 BJ4957.and adjusted by the National Geodetic Survey in January 1993..
 BJ4957
 BJ4957.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4957
 BJ4957.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4957
 BJ4957.The geoid height was determined by GEOID03.
 BJ4957
 BJ4957;                    North         East     Units Scale Factor Converg.
 BJ4957;SPC LA S     -   215,308.083 1,023,576.858   MT  0.99995531   +0 07 21.8
 BJ4957;SPC LA S     -   706,389.94  3,358,185.07   sFT  0.99995531   +0 07 21.8
 BJ4957;UTM  15      - 3,369,338.049   683,613.918   MT  1.00001593   +0 58 08.7
 BJ4957
 BJ4957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4957!SPC LA S     -   1.00000206  x   0.99995531  =   0.99995737
 BJ4957!UTM  15      -   1.00000206  x   1.00001593  =   1.00001799
 BJ4957
 BJ4957:                Primary Azimuth Mark                     Grid Az
 BJ4957:SPC LA S     -  BATON ROUGE DIX ELEC RAD MAST            163 02 46.3
 BJ4957:UTM  15      -  BATON ROUGE DIX ELEC RAD MAST            162 11 59.4
 BJ4957
 BJ4957|---------------------------------------------------------------------|
 BJ4957| PID    Reference Object                     Distance      Geod. Az  |
 BJ4957|                                                           dddmmss.s |
 BJ4957| BJ4933 BATON ROUGE DIX ELEC RAD MAST       APPROX. 0.9 KM 1631008.1 |
 BJ4957| BJ4958 17G003 LADH 1974                    APPROX. 0.6 KM 3281531.0 |
 BJ4957|---------------------------------------------------------------------|
 BJ4957
 BJ4957                          SUPERSEDED SURVEY CONTROL
 BJ4957
 BJ4957  NAD 83(1986)-  30 26 31.90478(N)    091 05 16.33794(W) AD(       ) 2
 BJ4957  NAD 27      -  30 26 31.21874(N)    091 05 15.95830(W) AD(       ) 2
 BJ4957  NGVD 29 (07/19/86)   14.1    (m)           46.     (f) VERT ANG       
 BJ4957
 BJ4957.Superseded values are not recommended for survey control.
 BJ4957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4957.See file dsdata.txt to determine how the superseded data were derived.
 BJ4957
 BJ4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8361469338(NAD 83)
 BJ4957_MARKER: DD = SURVEY DISK
 BJ4957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4957_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4957+STABILITY: SURFACE MOTION
 BJ4957
 BJ4957  HISTORY     - Date     Condition        Report By
 BJ4957  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4957  HISTORY     - 1980     GOOD             LADTD
 BJ4957
 BJ4957                          STATION DESCRIPTION
 BJ4957
 BJ4957'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4957'THE STATION IS LOCATED IN BATON ROUGE IN THE EASTERN PART OF THE
 BJ4957'CITY SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ4957'U.S. HIGHWAY 61 ON THE PROPERTY OF THE LOUISIANA DEPARTMENT OF
 BJ4957'HIGHWAYS.
 BJ4957'
 BJ4957'TO REACH THE STATION FROM THE INTERCHANGE AT U.S. HIGHWAY 61
 BJ4957'AND U.S. HIGHWAY 190, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR
 BJ4957'0.9 MILE TO THE MARK SET ON THE LEFT AND EAST OF THE HIGHWAY
 BJ4957'NEAR A POWER POLE AND A GUM TREE.
 BJ4957'
 BJ4957'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4957'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4957'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4957'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4957'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4957'ARE STAMPED 17G002 1974.  THE MARK IS 74.5 FEET EAST OF THE
 BJ4957'CENTER OF THE NORTH BOUND LANE ON U.S. HIGHWAY 61, 49.5 FEET WEST
 BJ4957'OF A 16 INCH GUM TREE, 30 FEET WEST OF THE CENTER OF A SERVICE
 BJ4957'ROAD, 5 FEET SOUTHWEST OF A POWER POLE AND 2 FEET NORTH OF A
 BJ4957'METAL WITNESS POST AND SIGN.
 BJ4957'
 BJ4957'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4957
 BJ4957                          STATION RECOVERY (1980)
 BJ4957
 BJ4957'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4957'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AND AS DESCRIBED
 BJ4957'IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4958 ***********************************************************************
 BJ4958  DESIGNATION -  17G003 LADH 1974
 BJ4958  PID         -  BJ4958
 BJ4958  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4958  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4958
 BJ4958                         *CURRENT SURVEY CONTROL
 BJ4958  ___________________________________________________________________
 BJ4958* NAD 83(1992)-  30 26 49.19060(N)    091 05 28.69477(W)     ADJUSTED  
 BJ4958* NAVD 88     -        14.6    (meters)      48.     (feet)  VERTCON   
 BJ4958  ___________________________________________________________________
 BJ4958  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4958  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4958
 BJ4958  HORZ ORDER  -  SECOND
 BJ4958
 BJ4958.The horizontal coordinates were established by classical geodetic methods
 BJ4958.and adjusted by the National Geodetic Survey in January 1993..
 BJ4958
 BJ4958.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4958
 BJ4958.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4958
 BJ4958.The geoid height was determined by GEOID03.
 BJ4958
 BJ4958;                    North         East     Units Scale Factor Converg.
 BJ4958;SPC LA S     -   215,840.222 1,023,246.093   MT  0.99995595   +0 07 15.7
 BJ4958;SPC LA S     -   708,135.80  3,357,099.89   sFT  0.99995595   +0 07 15.7
 BJ4958;UTM  15      - 3,369,865.275   683,275.308   MT  1.00001440   +0 58 02.9
 BJ4958
 BJ4958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4958!SPC LA S     -   1.00000198  x   0.99995595  =   0.99995793
 BJ4958!UTM  15      -   1.00000198  x   1.00001440  =   1.00001638
 BJ4958
 BJ4958:                Primary Azimuth Mark                     Grid Az
 BJ4958:SPC LA S     -  BATON ROUGE DIX ELEC RAD MAST            156 55 17.3
 BJ4958:UTM  15      -  BATON ROUGE DIX ELEC RAD MAST            156 04 30.1
 BJ4958
 BJ4958|---------------------------------------------------------------------|
 BJ4958| PID    Reference Object                     Distance      Geod. Az  |
 BJ4958|                                                           dddmmss.s |
 BJ4958| BJ4933 BATON ROUGE DIX ELEC RAD MAST       APPROX. 1.5 KM 1570233.0 |
 BJ4958| BJ4959 TP 3                                 10.595 METERS 24204     |
 BJ4958| BJ0986 ROUGE                               APPROX. 0.8 KM 3244755.9 |
 BJ4958|---------------------------------------------------------------------|
 BJ4958
 BJ4958                          SUPERSEDED SURVEY CONTROL
 BJ4958
 BJ4958  NAD 83(1986)-  30 26 49.20866(N)    091 05 28.69269(W) AD(       ) 2
 BJ4958  NAD 27      -  30 26 48.52307(N)    091 05 28.31322(W) AD(       ) 2
 BJ4958  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 BJ4958
 BJ4958.Superseded values are not recommended for survey control.
 BJ4958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4958.See file dsdata.txt to determine how the superseded data were derived.
 BJ4958
 BJ4958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8327569865(NAD 83)
 BJ4958_MARKER: DD = SURVEY DISK
 BJ4958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4958_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4958+STABILITY: SURFACE MOTION
 BJ4958
 BJ4958  HISTORY     - Date     Condition        Report By
 BJ4958  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4958  HISTORY     - 1980     GOOD             LADTD
 BJ4958
 BJ4958                          STATION DESCRIPTION
 BJ4958
 BJ4958'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4958'THE STATION IS LOCATED IN BATON ROUGE IN THE EASTERN PART OF THE
 BJ4958'CITY SOUTHEAST OF THE U.S. HIGHWAY 61 AND U.S. HIGHWAY 190
 BJ4958'INTERCHANGE AND IS ON THE PROPERTY OWNED BY THE LOUISIANA
 BJ4958'DEPARTMENT OF HIGHWAYS.
 BJ4958'
 BJ4958'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND U.S. HIGHWAY
 BJ4958'190 INTERCHANGE, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR
 BJ4958'0.5 MILE TO THE MARK SET ON THE RIGHT AND WEST OF THE HIGHWAY
 BJ4958'NEAR AN OAK TREE AND A LIGHT STANDARD.
 BJ4958'
 BJ4958'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4958'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4958'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4958'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 BJ4958'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ4958'SURFACE.  THEY ARE STAMPED 17G003 1974.  THE MARK IS 76 FEET
 BJ4958'WEST OF THE CENTER OF THE SOUTH BOUND LANE ON U.S. HIGHWAY 61,
 BJ4958'74 FEET SOUTHEAST OF A 24 INCH OAK TREE, 72 FEET WEST OF A LIGHT
 BJ4958'STANDARD (NO. 225), 49 FEET NORTHEAST OF A 24 INCH OAK TREE, 21
 BJ4958'FEET WEST OF THE CENTER OF A SERVICE ROAD AND 3 FEET NORTH OF A
 BJ4958'METAL WITNESS POST AND SIGN.
 BJ4958'
 BJ4958'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4958
 BJ4958                          STATION RECOVERY (1980)
 BJ4958
 BJ4958'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4958'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AND AS DESCRIBED
 BJ4958'IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4971 ***********************************************************************
 BJ4971  DESIGNATION -  17H001 LADH 1974
 BJ4971  PID         -  BJ4971
 BJ4971  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4971  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4971
 BJ4971                         *CURRENT SURVEY CONTROL
 BJ4971  ___________________________________________________________________
 BJ4971* NAD 83(1992)-  30 27 36.63784(N)    091 06 02.59967(W)     ADJUSTED  
 BJ4971* NAVD 88     -        16.0    (meters)      52.     (feet)  VERTCON   
 BJ4971  ___________________________________________________________________
 BJ4971  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4971  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4971
 BJ4971  HORZ ORDER  -  SECOND
 BJ4971
 BJ4971.The horizontal coordinates were established by classical geodetic methods
 BJ4971.and adjusted by the National Geodetic Survey in January 1993..
 BJ4971
 BJ4971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4971
 BJ4971.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4971
 BJ4971.The geoid height was determined by GEOID03.
 BJ4971
 BJ4971;                    North         East     Units Scale Factor Converg.
 BJ4971;SPC LA S     -   217,299.395 1,022,338.559   MT  0.99995777   +0 06 58.7
 BJ4971;SPC LA S     -   712,923.10  3,354,122.42   sFT  0.99995777   +0 06 58.7
 BJ4971;UTM  15      - 3,371,310.960   682,346.261   MT  1.00001020   +0 57 47.1
 BJ4971
 BJ4971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4971!SPC LA S     -   1.00000176  x   0.99995777  =   0.99995953
 BJ4971!UTM  15      -   1.00000176  x   1.00001020  =   1.00001196
 BJ4971
 BJ4971:                Primary Azimuth Mark                     Grid Az
 BJ4971:SPC LA S     -  BATON ROUGE DIX ELEC RAD MAST            152 14 16.3
 BJ4971:UTM  15      -  BATON ROUGE DIX ELEC RAD MAST            151 23 27.9
 BJ4971
 BJ4971|---------------------------------------------------------------------|
 BJ4971| PID    Reference Object                     Distance      Geod. Az  |
 BJ4971|                                                           dddmmss.s |
 BJ4971| BJ4933 BATON ROUGE DIX ELEC RAD MAST       APPROX. 3.2 KM 1522115.0 |
 BJ4971| BJ4972 TP 4                                  8.021 METERS 23750     |
 BJ4971| BJ4963 17H002 LADH 1974                    APPROX. 0.7 KM 3233810.5 |
 BJ4971|---------------------------------------------------------------------|
 BJ4971
 BJ4971                          SUPERSEDED SURVEY CONTROL
 BJ4971
 BJ4971  NAD 83(1986)-  30 27 36.65583(N)    091 06 02.59751(W) AD(       ) 2
 BJ4971  NAD 27      -  30 27 35.97234(N)    091 06 02.21791(W) AD(       ) 2
 BJ4971  NGVD 29 (07/19/86)   16.0    (m)           52.     (f) VERT ANG       
 BJ4971
 BJ4971.Superseded values are not recommended for survey control.
 BJ4971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4971.See file dsdata.txt to determine how the superseded data were derived.
 BJ4971
 BJ4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8234671311(NAD 83)
 BJ4971_MARKER: DD = SURVEY DISK
 BJ4971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4971_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4971+STABILITY: SURFACE MOTION
 BJ4971
 BJ4971  HISTORY     - Date     Condition        Report By
 BJ4971  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4971  HISTORY     - 1980     GOOD             LADTD
 BJ4971
 BJ4971                          STATION DESCRIPTION
 BJ4971
 BJ4971'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4971'THE STATION IS LOCATED IN BATON ROUGE IN THE EASTERN PART OF THE
 BJ4971'CITY JUST NORTHWEST OF THE U.S. HIGHWAY 61 AND U.S. HIGHWAY 190
 BJ4971'INTERCHANGE AND IS SET ON PROPERTY OWNED BY THE LOUISIANA
 BJ4971'DEPARTMENT OF HIGHWAYS.
 BJ4971'
 BJ4971'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND U.S. HIGHWAY
 BJ4971'190 INTERCHANGE, DRIVE NORTHWEST ALONG U.S. HIGHWAY 61 FOR 0.6
 BJ4971'MILE TO THE MARK SET ON THE RIGHT AND EAST OF THE HIGHWAY NEAR
 BJ4971'A TEXACO STATION AND A POWER POLE.
 BJ4971'
 BJ4971'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4971'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4971'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4971'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4971'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4971'ARE STAMPED 17H001 1974.  THE MARK IS 74.5 FEET EAST OF THE
 BJ4971'CENTER OF THE NORTH BOUND LANE ON U.S. HIGHWAY 61, 71 FEET SOUTH
 BJ4971'OF THE CENTER OF A CONCRETE DRIVE LEADING TO A SERVICE STATION,
 BJ4971'51.5 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER ATTACHED,
 BJ4971'32 FEET EAST OF THE SOUTH END OF A CULVERT, 4 FEET WEST OF A
 BJ4971'POWER POLE AND 3.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ4971'
 BJ4971'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4971
 BJ4971                          STATION RECOVERY (1980)
 BJ4971
 BJ4971'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4971'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4971'1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4963 ***********************************************************************
 BJ4963  DESIGNATION -  17H002 LADH 1974
 BJ4963  PID         -  BJ4963
 BJ4963  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4963  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4963
 BJ4963                         *CURRENT SURVEY CONTROL
 BJ4963  ___________________________________________________________________
 BJ4963* NAD 83(1992)-  30 27 55.40453(N)    091 06 18.55102(W)     ADJUSTED  
 BJ4963* NAVD 88     -        15.4    (meters)      51.     (feet)  VERTCON   
 BJ4963  ___________________________________________________________________
 BJ4963  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4963  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4963
 BJ4963  HORZ ORDER  -  SECOND
 BJ4963
 BJ4963.The horizontal coordinates were established by classical geodetic methods
 BJ4963.and adjusted by the National Geodetic Survey in January 1993..
 BJ4963
 BJ4963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4963
 BJ4963.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4963
 BJ4963.The geoid height was determined by GEOID03.
 BJ4963
 BJ4963;                    North         East     Units Scale Factor Converg.
 BJ4963;SPC LA S     -   217,876.426 1,021,911.889   MT  0.99995850   +0 06 50.7
 BJ4963;SPC LA S     -   714,816.24  3,352,722.59   sFT  0.99995850   +0 06 50.7
 BJ4963;UTM  15      - 3,371,881.650   681,911.087   MT  1.00000825   +0 57 39.5
 BJ4963
 BJ4963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4963!SPC LA S     -   1.00000185  x   0.99995850  =   0.99996035
 BJ4963!UTM  15      -   1.00000185  x   1.00000825  =   1.00001010
 BJ4963
 BJ4963:                Primary Azimuth Mark                     Grid Az
 BJ4963:SPC LA S     -  WOODDALE                                 267 25 24.2
 BJ4963:UTM  15      -  WOODDALE                                 266 34 35.4
 BJ4963
 BJ4963|---------------------------------------------------------------------|
 BJ4963| PID    Reference Object                     Distance      Geod. Az  |
 BJ4963|                                                           dddmmss.s |
 BJ4963| BJ4938 WOODDALE                            APPROX. 0.9 KM 2673214.9 |
 BJ4963|---------------------------------------------------------------------|
 BJ4963
 BJ4963                          SUPERSEDED SURVEY CONTROL
 BJ4963
 BJ4963  NAD 83(1986)-  30 27 55.42255(N)    091 06 18.54883(W) AD(       ) 2
 BJ4963  NAD 27      -  30 27 54.73944(N)    091 06 18.16846(W) AD(       ) 2
 BJ4963  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 BJ4963
 BJ4963.Superseded values are not recommended for survey control.
 BJ4963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4963.See file dsdata.txt to determine how the superseded data were derived.
 BJ4963
 BJ4963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8191171882(NAD 83)
 BJ4963_MARKER: DD = SURVEY DISK
 BJ4963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4963_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4963+STABILITY: SURFACE MOTION
 BJ4963
 BJ4963  HISTORY     - Date     Condition        Report By
 BJ4963  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4963  HISTORY     - 1980     GOOD             LADTD
 BJ4963
 BJ4963                          STATION DESCRIPTION
 BJ4963
 BJ4963'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4963'THE STATION IS LOCATED IN BATON ROUGE IN THE EASTERN PART OF THE
 BJ4963'CITY BETWEEN U.S. HIGHWAY 190 AND STATE HIGHWAY 37 ON
 BJ4963'U.S. HIGHWAY 61.  THE MARK IS SET ON PROPERTY OWNED BY THE
 BJ4963'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4963'
 BJ4963'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND STATE HIGHWAY
 BJ4963'37 INTERCHANGE, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR 0.9
 BJ4963'MILE TO THE MARK SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR
 BJ4963'THE JETSTREAM RUBBER TIRE COMPANY BUILDING AND A POWER POLE.
 BJ4963'
 BJ4963'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4963'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4963'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4963'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4963'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4963'ARE STAMPED 17H002 1974.  THE MARK IS 78 FEET WEST OF THE CENTER
 BJ4963'OF THE SOUTH BOUND LANE ON U.S. HIGHWAY 61, 14.5 FEET NORTH OF
 BJ4963'THE CENTER OF A CONCRETE DRIVE LEADING TO THE JETSTREAM RUBBER
 BJ4963'TIRE CO. BUILDING, 14 FEET SOUTH OF A POWER POLE AND 13.5 FEET
 BJ4963'SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ4963'
 BJ4963'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4963
 BJ4963                          STATION RECOVERY (1980)
 BJ4963
 BJ4963'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4963'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4963'1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4814 ***********************************************************************
 BJ4814  DESIGNATION -  17H004 LDH
 BJ4814  PID         -  BJ4814
 BJ4814  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4814  USGS QUAD   -  ZACHARY (1980)
 BJ4814
 BJ4814                         *CURRENT SURVEY CONTROL
 BJ4814  ___________________________________________________________________
 BJ4814* NAD 83(1992)-  30 39 08.62471(N)    091 10 32.56363(W)     ADJUSTED  
 BJ4814* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 BJ4814  ___________________________________________________________________
 BJ4814  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4814  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4814
 BJ4814  HORZ ORDER  -  SECOND
 BJ4814
 BJ4814.The horizontal coordinates were established by classical geodetic methods
 BJ4814.and adjusted by the National Geodetic Survey in January 1993..
 BJ4814
 BJ4814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4814
 BJ4814.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4814
 BJ4814.The geoid height was determined by GEOID03.
 BJ4814
 BJ4814;                    North         East     Units Scale Factor Converg.
 BJ4814;SPC LA S     -   238,596.249 1,015,107.672   MT  0.99999022   +0 04 43.7
 BJ4814;SPC LA S     -   782,794.53  3,330,399.09   sFT  0.99999022   +0 04 43.7
 BJ4814;UTM  15      - 3,392,498.743   674,800.388   MT  0.99997694   +0 55 49.1
 BJ4814
 BJ4814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4814!SPC LA S     -   0.99999929  x   0.99999022  =   0.99998951
 BJ4814!UTM  15      -   0.99999929  x   0.99997694  =   0.99997623
 BJ4814
 BJ4814:                Primary Azimuth Mark                     Grid Az
 BJ4814:SPC LA S     -  ZACHARY OLD MUN WT                       098 14 13.4
 BJ4814:UTM  15      -  ZACHARY OLD MUN WT                       097 23 08.0
 BJ4814
 BJ4814|---------------------------------------------------------------------|
 BJ4814| PID    Reference Object                     Distance      Geod. Az  |
 BJ4814|                                                           dddmmss.s |
 BJ4814| BJ4825 ZACHARY OLD MUN WT                  APPROX. 1.6 KM 0981857.1 |
 BJ4814| BJ4815 17H005 LDH                          APPROX. 1.0 KM 2795333.2 |
 BJ4814|---------------------------------------------------------------------|
 BJ4814
 BJ4814                          SUPERSEDED SURVEY CONTROL
 BJ4814
 BJ4814  NAD 83(1986)-  30 39 08.64282(N)    091 10 32.56039(W) AD(       ) 2
 BJ4814  NAD 27      -  30 39 07.97544(N)    091 10 32.17230(W) AD(       ) 2
 BJ4814  NGVD 29 (07/19/86)   31.8    (m)          104.     (f) VERT ANG       
 BJ4814
 BJ4814.Superseded values are not recommended for survey control.
 BJ4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4814.See file dsdata.txt to determine how the superseded data were derived.
 BJ4814
 BJ4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7480092499(NAD 83)
 BJ4814_MARKER: DD = SURVEY DISK
 BJ4814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4814+STABILITY: SURFACE MOTION
 BJ4814
 BJ4814  HISTORY     - Date     Condition        Report By
 BJ4814  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4814
 BJ4814                          STATION DESCRIPTION
 BJ4814
 BJ4814'DESCRIBED BY LA TRANSP AND DEV 1975 (RJT)
 BJ4814'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE CENTER OF ZACHARY,
 BJ4814'3 MILES NORTHWEST OF BAKER AND 5 MILES SOUTHWEST OF SLAUGHTER.  THE
 BJ4814'MARK IS SET SOUTH OF STATE HIGHWAY 64 ON PROPERTY OWNED BY THE
 BJ4814'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4814'
 BJ4814'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 BJ4814'64 IN THE CENTER OF ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR
 BJ4814'1.1 MILES TO THE MARK SET ON THE LEFT AND SOUTH OF THE HIGHWAY
 BJ4814'NEAR A FENCE.
 BJ4814'
 BJ4814'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4814'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4814'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4814'SURFACE OF THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP
 BJ4814'OF AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ4814'THE GROUND SURFACE.  THEY ARE STAMPED 17H004 1975.  THE MARK IS
 BJ4814'35.5 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE ON STATE
 BJ4814'HIGHWAY 64, 4.5 FEET SOUTHWEST OF THE CENTER OF A METAL COVER
 BJ4814'ON A CONCRETE BOX OVER AN UNDERGROUND TELEPHONE CABLE, 4
 BJ4814'FEET NORTH OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST
 BJ4814'AND SIGN.
 BJ4814'
 BJ4814'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4815 ***********************************************************************
 BJ4815  DESIGNATION -  17H005 LDH
 BJ4815  PID         -  BJ4815
 BJ4815  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4815  USGS QUAD   -  ZACHARY (1980)
 BJ4815
 BJ4815                         *CURRENT SURVEY CONTROL
 BJ4815  ___________________________________________________________________
 BJ4815* NAD 83(1992)-  30 39 14.39104(N)    091 11 10.81918(W)     ADJUSTED  
 BJ4815* NAVD 88     -        29.8    (meters)      98.     (feet)  VERTCON   
 BJ4815  ___________________________________________________________________
 BJ4815  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4815  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4815
 BJ4815  HORZ ORDER  -  SECOND
 BJ4815
 BJ4815.The horizontal coordinates were established by classical geodetic methods
 BJ4815.and adjusted by the National Geodetic Survey in January 1993..
 BJ4815
 BJ4815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4815
 BJ4815.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4815
 BJ4815.The geoid height was determined by GEOID03.
 BJ4815
 BJ4815;                    North         East     Units Scale Factor Converg.
 BJ4815;SPC LA S     -   238,772.470 1,014,088.913   MT  0.99999054   +0 04 24.6
 BJ4815;SPC LA S     -   783,372.68  3,327,056.71   sFT  0.99999054   +0 04 24.6
 BJ4815;UTM  15      - 3,392,659.802   673,779.138   MT  0.99997255   +0 55 29.8
 BJ4815
 BJ4815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4815!SPC LA S     -   0.99999960  x   0.99999054  =   0.99999014
 BJ4815!UTM  15      -   0.99999960  x   0.99997255  =   0.99997215
 BJ4815
 BJ4815:                Primary Azimuth Mark                     Grid Az
 BJ4815:SPC LA S     -  ZACHARY OLD MUN WT                       098 51 12.9
 BJ4815:UTM  15      -  ZACHARY OLD MUN WT                       098 00 07.7
 BJ4815
 BJ4815|---------------------------------------------------------------------|
 BJ4815| PID    Reference Object                     Distance      Geod. Az  |
 BJ4815|                                                           dddmmss.s |
 BJ4815| BJ4825 ZACHARY OLD MUN WT                  APPROX. 2.6 KM 0985537.5 |
 BJ4815| BJ4805 HUGHES                              APPROX. 0.7 KM 2680831.7 |
 BJ4815|---------------------------------------------------------------------|
 BJ4815
 BJ4815                          SUPERSEDED SURVEY CONTROL
 BJ4815
 BJ4815  NAD 83(1986)-  30 39 14.40923(N)    091 11 10.81591(W) AD(       ) 2
 BJ4815  NAD 27      -  30 39 13.74176(N)    091 11 10.42677(W) AD(       ) 2
 BJ4815  NGVD 29 (07/19/86)   29.8    (m)           98.     (f) VERT ANG       
 BJ4815
 BJ4815.Superseded values are not recommended for survey control.
 BJ4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4815.See file dsdata.txt to determine how the superseded data were derived.
 BJ4815
 BJ4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7377992660(NAD 83)
 BJ4815_MARKER: DD = SURVEY DISK
 BJ4815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4815+STABILITY: SURFACE MOTION
 BJ4815
 BJ4815  HISTORY     - Date     Condition        Report By
 BJ4815  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4815
 BJ4815                          STATION DESCRIPTION
 BJ4815
 BJ4815'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4815'THE STATION IS LOCATED ABOUT 1.7 MILES WEST OF THE CENTER OF
 BJ4815'ZACHARY, 3 MILES NORTHWEST OF BAKER AND 5 MILES SOUTHWEST OF
 BJ4815'SLAUGHTER.  THE MARK IS SET NORTH OF THE HIGHWAY (STATE HIGHWAY
 BJ4815'64) ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4815'
 BJ4815'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE
 BJ4815'HIGHWAY 64 IN THE CENTER OF ZACHARY, GO WEST ALONG STATE HIGHWAY
 BJ4815'64 FOR 1.7 MILES TO THE MARK SET ON THE RIGHT AND NORTH OF THE
 BJ4815'HIGHWAY NEAR A POWER POLE.
 BJ4815'
 BJ4815'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4815'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4815'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4815'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN AN IRREGULAR
 BJ4815'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ4815'SURFACE.  THEY ARE STAMPED 17H005 1975.  THE MARK IS 81 FEET
 BJ4815'WEST OF THE WEST END OF A SIDE-DRAIN, 74 FEET WEST OF A
 BJ4815'TELEPHONE UNDERGROUND CABLE JUNCTION BOX, 34 FEET NORTH OF
 BJ4815'THE CENTER OF THE WEST BOUND LANE ON STATE HIGHWAY 64, 34
 BJ4815'FEET EAST OF THE CENTER OF A CATCH BASIN AND 2 FEET SOUTH OF A
 BJ4815'POWER POLE WITH A WITNESS SIGN ATTACHED.
 BJ4815'
 BJ4815'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4816 ***********************************************************************
 BJ4816  DESIGNATION -  17H006 LDH
 BJ4816  PID         -  BJ4816
 BJ4816  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4816  USGS QUAD   -  ZACHARY (1980)
 BJ4816
 BJ4816                         *CURRENT SURVEY CONTROL
 BJ4816  ___________________________________________________________________
 BJ4816* NAD 83(1992)-  30 39 19.23536(N)    091 11 52.90082(W)     ADJUSTED  
 BJ4816* NAVD 88     -        30.0    (meters)      98.     (feet)  VERTCON   
 BJ4816  ___________________________________________________________________
 BJ4816  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4816  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4816
 BJ4816  HORZ ORDER  -  SECOND
 BJ4816
 BJ4816.The horizontal coordinates were established by classical geodetic methods
 BJ4816.and adjusted by the National Geodetic Survey in January 1993..
 BJ4816
 BJ4816.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4816
 BJ4816.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4816
 BJ4816.The geoid height was determined by GEOID03.
 BJ4816
 BJ4816;                    North         East     Units Scale Factor Converg.
 BJ4816;SPC LA S     -   238,920.272 1,012,968.355   MT  0.99999081   +0 04 03.6
 BJ4816;SPC LA S     -   783,857.59  3,323,380.34   sFT  0.99999081   +0 04 03.6
 BJ4816;UTM  15      - 3,392,790.934   672,656.531   MT  0.99996775   +0 55 08.4
 BJ4816
 BJ4816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4816!SPC LA S     -   0.99999957  x   0.99999081  =   0.99999038
 BJ4816!UTM  15      -   0.99999957  x   0.99996775  =   0.99996732
 BJ4816
 BJ4816:                Primary Azimuth Mark                     Grid Az
 BJ4816:SPC LA S     -  ZACHARY OLD MUN WT                       098 27 08.0
 BJ4816:UTM  15      -  ZACHARY OLD MUN WT                       097 36 03.2
 BJ4816
 BJ4816|---------------------------------------------------------------------|
 BJ4816| PID    Reference Object                     Distance      Geod. Az  |
 BJ4816|                                                           dddmmss.s |
 BJ4816| BJ4825 ZACHARY OLD MUN WT                  APPROX. 3.8 KM 0983111.6 |
 BJ4816|---------------------------------------------------------------------|
 BJ4816
 BJ4816                          SUPERSEDED SURVEY CONTROL
 BJ4816
 BJ4816  NAD 83(1986)-  30 39 19.25362(N)    091 11 52.89754(W) AD(       ) 2
 BJ4816  NAD 27      -  30 39 18.58602(N)    091 11 52.50717(W) AD(       ) 2
 BJ4816  NGVD 29 (07/19/86)   30.0    (m)           98.     (f) VERT ANG       
 BJ4816
 BJ4816.Superseded values are not recommended for survey control.
 BJ4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4816.See file dsdata.txt to determine how the superseded data were derived.
 BJ4816
 BJ4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7265792791(NAD 83)
 BJ4816_MARKER: DD = SURVEY DISK
 BJ4816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4816+STABILITY: SURFACE MOTION
 BJ4816
 BJ4816  HISTORY     - Date     Condition        Report By
 BJ4816  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4816
 BJ4816                          STATION DESCRIPTION
 BJ4816
 BJ4816'DESCRIBED BY LA TRANSP AND DEV 1975 (RJT)
 BJ4816'THE STATION IS LOCATED ABOUT 2.4 MILES WEST OF THE CENTER OF
 BJ4816'ZACHARY, 4 MILES NORTHWEST OF BAKER, AND 5 MILES SOUTHWEST OF
 BJ4816'SLAUGHTER.  THE MARK IS SET NORTH OF STATE HIGHWAY 64 ON PROPERTY
 BJ4816'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4816'
 BJ4816'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 BJ4816'64 IN THE CENTER OF ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR
 BJ4816'2.4 MILES TO THE MARK SET ON THE RIGHT AND NORTH OF THE HIGHWAY
 BJ4816'NEAR AN OAK TREE AND A FENCE.
 BJ4816'
 BJ4816'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4816'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4816'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4816'SURFACE OF THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP
 BJ4816'OF AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ4816'THE GROUND SURFACE.  THEY ARE STAMPED 17H006 1975.  THE MARK IS
 BJ4816'116 FEET EAST OF A POWER POLE, NO. ZW 40-1, 41 FEET NORTH OF
 BJ4816'THE CENTER OF STATE HIGHWAY 64, 30 FEET WEST OF A 24 INCH OAK
 BJ4816'TREE, 3 FEET SOUTH OF A FENCE AND 1 FOOT NORTH OF A METAL
 BJ4816'WITNESS POST AND SIGN.
 BJ4816'
 BJ4816'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4817 ***********************************************************************
 BJ4817  DESIGNATION -  17H007 LDH
 BJ4817  PID         -  BJ4817
 BJ4817  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4817  USGS QUAD   -  ZACHARY (1980)
 BJ4817
 BJ4817                         *CURRENT SURVEY CONTROL
 BJ4817  ___________________________________________________________________
 BJ4817* NAD 83(1992)-  30 39 08.76674(N)    091 12 34.24309(W)     ADJUSTED  
 BJ4817* NAVD 88     -        30.1    (meters)      99.     (feet)  VERTCON   
 BJ4817  ___________________________________________________________________
 BJ4817  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4817  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4817
 BJ4817  HORZ ORDER  -  SECOND
 BJ4817
 BJ4817.The horizontal coordinates were established by classical geodetic methods
 BJ4817.and adjusted by the National Geodetic Survey in January 1993..
 BJ4817
 BJ4817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4817
 BJ4817.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4817
 BJ4817.The geoid height was determined by GEOID03.
 BJ4817
 BJ4817;                    North         East     Units Scale Factor Converg.
 BJ4817;SPC LA S     -   238,596.645 1,011,868.022   MT  0.99999023   +0 03 42.9
 BJ4817;SPC LA S     -   782,795.83  3,319,770.34   sFT  0.99999023   +0 03 42.9
 BJ4817;UTM  15      - 3,392,451.005   671,561.155   MT  0.99996310   +0 54 47.0
 BJ4817
 BJ4817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4817!SPC LA S     -   0.99999956  x   0.99999023  =   0.99998979
 BJ4817!UTM  15      -   0.99999956  x   0.99996310  =   0.99996266
 BJ4817
 BJ4817:                Primary Azimuth Mark                     Grid Az
 BJ4817:SPC LA S     -  17H008 LDH                               252 18 43.3
 BJ4817:UTM  15      -  17H008 LDH                               251 27 39.2
 BJ4817
 BJ4817|---------------------------------------------------------------------|
 BJ4817| PID    Reference Object                     Distance      Geod. Az  |
 BJ4817|                                                           dddmmss.s |
 BJ4817| BJ4818 17H008 LDH                          APPROX. 1.3 KM 2522226.2 |
 BJ4817|---------------------------------------------------------------------|
 BJ4817
 BJ4817                          SUPERSEDED SURVEY CONTROL
 BJ4817
 BJ4817  NAD 83(1986)-  30 39 08.78508(N)    091 12 34.23983(W) AD(       ) 2
 BJ4817  NAD 27      -  30 39 08.11681(N)    091 12 33.84818(W) AD(       ) 2
 BJ4817  NGVD 29 (07/19/86)   30.1    (m)           99.     (f) VERT ANG       
 BJ4817
 BJ4817.Superseded values are not recommended for survey control.
 BJ4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4817.See file dsdata.txt to determine how the superseded data were derived.
 BJ4817
 BJ4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7156192451(NAD 83)
 BJ4817_MARKER: DD = SURVEY DISK
 BJ4817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4817+STABILITY: SURFACE MOTION
 BJ4817
 BJ4817  HISTORY     - Date     Condition        Report By
 BJ4817  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4817
 BJ4817                          STATION DESCRIPTION
 BJ4817
 BJ4817'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4817'THE STATION IS LOCATED ABOUT 3.1 MILES WEST OF ZACHARY, 5 MILES
 BJ4817'NORTHWEST OF BAKER AND 6 MILES SOUTHWEST OF SLAUGHTER.  THE MARK
 BJ4817'IS SET NORTH OF STATE HIGHWAY 64 ON PROPERTY OWNED BY THE
 BJ4817'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4817'
 BJ4817'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 BJ4817'64 IN THE CENTER OF ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR
 BJ4817'3.1 MILES TO THE MARK SET NORTH OF THE HIGHWAY NEAR A
 BJ4817'RIGHT-OF-WAY FENCE AND A POWER POLE.
 BJ4817'
 BJ4817'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4817'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4817'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4817'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4817'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4817'GROUND SURFACE.  THEY ARE STAMPED 17H007 1975.  THE MARK IS 44
 BJ4817'FEET WEST-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 BJ4817'MARKER, 37 FEET NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY
 BJ4817'64, 5 FEET SOUTH-SOUTHEAST OF A RIGHT-OF-WAY FENCE, 4
 BJ4817'FEET SOUTH-SOUTHEAST OF A POWER POLE (NO. 2W-48) AND 1.5 FEET
 BJ4817'NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ4817'
 BJ4817'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4818 ***********************************************************************
 BJ4818  DESIGNATION -  17H008 LDH
 BJ4818  PID         -  BJ4818
 BJ4818  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4818  USGS QUAD   -  ZACHARY (1980)
 BJ4818
 BJ4818                         *CURRENT SURVEY CONTROL
 BJ4818  ___________________________________________________________________
 BJ4818* NAD 83(1992)-  30 38 56.43810(N)    091 13 19.11577(W)     ADJUSTED  
 BJ4818* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 BJ4818  ___________________________________________________________________
 BJ4818  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4818  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4818
 BJ4818  HORZ ORDER  -  SECOND
 BJ4818
 BJ4818.The horizontal coordinates were established by classical geodetic methods
 BJ4818.and adjusted by the National Geodetic Survey in January 1993..
 BJ4818
 BJ4818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4818
 BJ4818.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4818
 BJ4818.The geoid height was determined by GEOID03.
 BJ4818
 BJ4818;                    North         East     Units Scale Factor Converg.
 BJ4818;SPC LA S     -   238,215.757 1,010,673.682   MT  0.99998955   +0 03 20.4
 BJ4818;SPC LA S     -   781,546.20  3,315,851.91   sFT  0.99998955   +0 03 20.4
 BJ4818;UTM  15      - 3,392,052.431   670,372.639   MT  0.99995808   +0 54 23.8
 BJ4818
 BJ4818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4818!SPC LA S     -   0.99999995  x   0.99998955  =   0.99998950
 BJ4818!UTM  15      -   0.99999995  x   0.99995808  =   0.99995803
 BJ4818
 BJ4818:                Primary Azimuth Mark                     Grid Az
 BJ4818:SPC LA S     -  17H009 LDH                               256 34 14.6
 BJ4818:UTM  15      -  17H009 LDH                               255 43 11.2
 BJ4818
 BJ4818|---------------------------------------------------------------------|
 BJ4818| PID    Reference Object                     Distance      Geod. Az  |
 BJ4818|                                                           dddmmss.s |
 BJ4818| BJ4819 17H009 LDH                          APPROX. 0.7 KM 2563735.0 |
 BJ4818|---------------------------------------------------------------------|
 BJ4818
 BJ4818                          SUPERSEDED SURVEY CONTROL
 BJ4818
 BJ4818  NAD 83(1986)-  30 38 56.45650(N)    091 13 19.11253(W) AD(       ) 2
 BJ4818  NAD 27      -  30 38 55.78744(N)    091 13 18.71946(W) AD(       ) 2
 BJ4818  NGVD 29 (07/19/86)   27.6    (m)           91.     (f) VERT ANG       
 BJ4818
 BJ4818.Superseded values are not recommended for survey control.
 BJ4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4818.See file dsdata.txt to determine how the superseded data were derived.
 BJ4818
 BJ4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7037392052(NAD 83)
 BJ4818_MARKER: DD = SURVEY DISK
 BJ4818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4818+STABILITY: SURFACE MOTION
 BJ4818
 BJ4818  HISTORY     - Date     Condition        Report By
 BJ4818  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4818
 BJ4818                          STATION DESCRIPTION
 BJ4818
 BJ4818'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4818'THE STATION IS LOCATED ABOUT 4 MILES WEST OF ZACHARY, 5 MILES
 BJ4818'NORTHWEST OF BAKER, 7 MILES SOUTHWEST OF SLAUGHTER AND IS SET
 BJ4818'SOUTH OF STATE HIGHWAY 64 ON PROPERTY OWNED BY THE LOUISIANA
 BJ4818'DEPARTMENT OF HIGHWAYS.
 BJ4818'
 BJ4818'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE
 BJ4818'HIGHWAY 64 IN THE CENTER OF ZACHARY, GO WEST ALONG STATE HIGHWAY 64
 BJ4818'FOR 3.9 MILES TO THE MARK SET SOUTH OF THE HIGHWAY AND ON THE LEFT
 BJ4818'NEAR A RIGHT-OF-WAY FENCE AND A CULVERT.
 BJ4818'
 BJ4818'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4818'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4818'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4818'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4818'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4818'GROUND SURFACE.  THEY ARE STAMPED 17H008 1975.  THE MARK IS 55.5
 BJ4818'FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 47 FEET WEST OF A
 BJ4818'POWER POLE WITH A NIGHT LIGHT ATTACHED, 39.5 FEET SOUTH OF THE
 BJ4818'CENTER OF STATE HIGHWAY 64, 17 FEET NORTHEAST OF A 24 INCH
 BJ4818'GUM TREE, 14 FEET SOUTH OF THE WEST END OF A CONCRETE
 BJ4818'SIDE-DRAIN AND 1.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ4818'
 BJ4818'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4819 ***********************************************************************
 BJ4819  DESIGNATION -  17H009 LDH
 BJ4819  PID         -  BJ4819
 BJ4819  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4819  USGS QUAD   -  ZACHARY (1980)
 BJ4819
 BJ4819                         *CURRENT SURVEY CONTROL
 BJ4819  ___________________________________________________________________
 BJ4819* NAD 83(1992)-  30 38 51.06315(N)    091 13 45.26026(W)     ADJUSTED  
 BJ4819* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 BJ4819  ___________________________________________________________________
 BJ4819  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ4819  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4819
 BJ4819  HORZ ORDER  -  SECOND
 BJ4819
 BJ4819.The horizontal coordinates were established by classical geodetic methods
 BJ4819.and adjusted by the National Geodetic Survey in January 1993..
 BJ4819
 BJ4819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4819
 BJ4819.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4819
 BJ4819.The geoid height was determined by GEOID03.
 BJ4819
 BJ4819;                    North         East     Units Scale Factor Converg.
 BJ4819;SPC LA S     -   238,049.581 1,009,977.727   MT  0.99998926   +0 03 07.4
 BJ4819;SPC LA S     -   781,001.00  3,313,568.59   sFT  0.99998926   +0 03 07.4
 BJ4819;UTM  15      - 3,391,875.944   669,679.251   MT  0.99995518   +0 54 10.3
 BJ4819
 BJ4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4819!SPC LA S     -   0.99999995  x   0.99998926  =   0.99998921
 BJ4819!UTM  15      -   0.99999995  x   0.99995518  =   0.99995513
 BJ4819
 BJ4819:                Primary Azimuth Mark                     Grid Az
 BJ4819:SPC LA S     -  17H010 LDH                               263 40 26.8
 BJ4819:UTM  15      -  17H010 LDH                               262 49 23.9
 BJ4819
 BJ4819|---------------------------------------------------------------------|
 BJ4819| PID    Reference Object                     Distance      Geod. Az  |
 BJ4819|                                                           dddmmss.s |
 BJ4819| BJ4822 17H010 LDH                          APPROX. 0.9 KM 2634334.2 |
 BJ4819|---------------------------------------------------------------------|
 BJ4819
 BJ4819                          SUPERSEDED SURVEY CONTROL
 BJ4819
 BJ4819  NAD 83(1986)-  30 38 51.08158(N)    091 13 45.25704(W) AD(       ) 2
 BJ4819  NAD 27      -  30 38 50.41213(N)    091 13 44.86318(W) AD(       ) 2
 BJ4819  NGVD 29 (07/19/86)   27.6    (m)           91.     (f) VERT ANG       
 BJ4819
 BJ4819.Superseded values are not recommended for survey control.
 BJ4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4819.See file dsdata.txt to determine how the superseded data were derived.
 BJ4819
 BJ4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6967991876(NAD 83)
 BJ4819_MARKER: DD = SURVEY DISK
 BJ4819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4819+STABILITY: SURFACE MOTION
 BJ4819
 BJ4819  HISTORY     - Date     Condition        Report By
 BJ4819  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4819
 BJ4819                          STATION DESCRIPTION
 BJ4819
 BJ4819'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4819'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF ZACHARY, 5 MILES
 BJ4819'NORTHWEST OF BAKER AND 7 MILES SOUTHWEST OF SLAUGHTER.  THE MARK
 BJ4819'IS SET SOUTH OF STATE HIGHWAY 64 ON PROPERTY OWNED BY THE LOUISIANA
 BJ4819'DEPARTMENT OF HIGHWAYS.
 BJ4819'
 BJ4819'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 BJ4819'64 IN THE CENTER OF ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR
 BJ4819'4.3 MILES TO THE MARK SET SOUTH OF THE HIGHWAY AND ON THE LEFT NEAR
 BJ4819'A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 BJ4819'
 BJ4819'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4819'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4819'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4819'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4819'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4819'GROUND SURFACE.  THEY ARE STAMPED 17H009 1975.  THE MARK IS 93
 BJ4819'FEET SOUTHEAST OF THE CENTER OF BARNETT ROAD, 50.5 FEET
 BJ4819'NORTHEAST OF A FIRE HYDRANT, 39 FEET SOUTH-SOUTHEAST OF THE
 BJ4819'CENTER OF STATE HIGHWAY 64, 32 FEET WEST OF A 12 INCH PECAN
 BJ4819'TREE, 2 FEET WEST-NORTHWEST OF A CONCRETE HIGHWAY
 BJ4819'RIGHT-OF-WAY MARKER AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 BJ4819'POST AND SIGN.
 BJ4819'
 BJ4819'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4822 ***********************************************************************
 BJ4822  DESIGNATION -  17H010 LDH
 BJ4822  PID         -  BJ4822
 BJ4822  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4822  USGS QUAD   -  ZACHARY (1980)
 BJ4822
 BJ4822                         *CURRENT SURVEY CONTROL
 BJ4822  ___________________________________________________________________
 BJ4822* NAD 83(1992)-  30 38 47.83055(N)    091 14 19.25483(W)     ADJUSTED  
 BJ4822* NAVD 88     -        26.7    (meters)      88.     (feet)  VERTCON   
 BJ4822  ___________________________________________________________________
 BJ4822  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BJ4822  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4822
 BJ4822  HORZ ORDER  -  SECOND
 BJ4822
 BJ4822.The horizontal coordinates were established by classical geodetic methods
 BJ4822.and adjusted by the National Geodetic Survey in January 1993..
 BJ4822
 BJ4822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4822
 BJ4822.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4822
 BJ4822.The geoid height was determined by GEOID03.
 BJ4822
 BJ4822;                    North         East     Units Scale Factor Converg.
 BJ4822;SPC LA S     -   237,949.248 1,009,072.678   MT  0.99998908   +0 02 50.4
 BJ4822;SPC LA S     -   780,671.82  3,310,599.28   sFT  0.99998908   +0 02 50.4
 BJ4822;UTM  15      - 3,391,762.188   668,775.824   MT  0.99995140   +0 53 52.9
 BJ4822
 BJ4822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4822!SPC LA S     -   1.00000009  x   0.99998908  =   0.99998917
 BJ4822!UTM  15      -   1.00000009  x   0.99995140  =   0.99995149
 BJ4822
 BJ4822:                Primary Azimuth Mark                     Grid Az
 BJ4822:SPC LA S     -  SALVANT AZ MK                            272 06 30.7
 BJ4822:UTM  15      -  SALVANT AZ MK                            271 15 28.2
 BJ4822
 BJ4822|---------------------------------------------------------------------|
 BJ4822| PID    Reference Object                     Distance      Geod. Az  |
 BJ4822|                                                           dddmmss.s |
 BJ4822| BJ4824 SALVANT AZ MK                       APPROX. 0.9 KM 2720921.1 |
 BJ4822|---------------------------------------------------------------------|
 BJ4822
 BJ4822                          SUPERSEDED SURVEY CONTROL
 BJ4822
 BJ4822  NAD 83(1986)-  30 38 47.84903(N)    091 14 19.25162(W) AD(       ) 2
 BJ4822  NAD 27      -  30 38 47.17927(N)    091 14 18.85676(W) AD(       ) 2
 BJ4822  NGVD 29 (07/19/86)   26.7    (m)           88.     (f) VERT ANG       
 BJ4822
 BJ4822.Superseded values are not recommended for survey control.
 BJ4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4822.See file dsdata.txt to determine how the superseded data were derived.
 BJ4822
 BJ4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6877691762(NAD 83)
 BJ4822_MARKER: DD = SURVEY DISK
 BJ4822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4822+STABILITY: SURFACE MOTION
 BJ4822
 BJ4822  HISTORY     - Date     Condition        Report By
 BJ4822  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4822
 BJ4822                          STATION DESCRIPTION
 BJ4822
 BJ4822'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4822'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ZACHARY, 6 MILES
 BJ4822'NORTHWEST OF BAKER AND 8 MILES SOUTHWEST OF SLAUGHTER.  THE MARK IS
 BJ4822'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4822'
 BJ4822'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ZACHARY ON
 BJ4822'STATE HIGHWAY 64, GO WEST ALONG STATE HIGHWAY 64 FOR 4.8 MILES TO
 BJ4822'THE MARK ON THE LEFT AND SOUTH OF THE HIGHWAY NEAR A CONCRETE
 BJ4822'CULVERT.
 BJ4822'
 BJ4822'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4822'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4822'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4822'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4822'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4822'GROUND SURFACE.  THEY ARE STAMPED 17H010 1975.  THE MARK IS 39
 BJ4822'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 64, 28 FEET SOUTHEAST
 BJ4822'OF THE WEST END OF A CONCRETE SIDE-DRAIN, 10.5 FEET SOUTH OF THE
 BJ4822'EAST END OF THE SIDE-DRAIN, 4 FEET NORTH OF A RIGHT-OF-WAY
 BJ4822'FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ4822'
 BJ4822'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4821 ***********************************************************************
 BJ4821  DESIGNATION -  17H011 LDH
 BJ4821  PID         -  BJ4821
 BJ4821  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4821  USGS QUAD   -  ZACHARY (1980)
 BJ4821
 BJ4821                         *CURRENT SURVEY CONTROL
 BJ4821  ___________________________________________________________________
 BJ4821* NAD 83(1992)-  30 37 48.72334(N)    091 14 18.82249(W)     ADJUSTED  
 BJ4821* NAVD 88     -        30.5    (meters)     100.     (feet)  VERTCON   
 BJ4821  ___________________________________________________________________
 BJ4821  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4821  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4821
 BJ4821  HORZ ORDER  -  SECOND
 BJ4821
 BJ4821.The horizontal coordinates were established by classical geodetic methods
 BJ4821.and adjusted by the National Geodetic Survey in January 1993..
 BJ4821
 BJ4821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4821
 BJ4821.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4821
 BJ4821.The geoid height was determined by GEOID03.
 BJ4821
 BJ4821;                    North         East     Units Scale Factor Converg.
 BJ4821;SPC LA S     -   236,129.053 1,009,085.695   MT  0.99998590   +0 02 50.6
 BJ4821;SPC LA S     -   774,700.07  3,310,641.98   sFT  0.99998590   +0 02 50.6
 BJ4821;UTM  15      - 3,389,942.453   668,815.856   MT  0.99995157   +0 53 51.6
 BJ4821
 BJ4821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4821!SPC LA S     -   0.99999949  x   0.99998590  =   0.99998539
 BJ4821!UTM  15      -   0.99999949  x   0.99995157  =   0.99995106
 BJ4821
 BJ4821:                Primary Azimuth Mark                     Grid Az
 BJ4821:SPC LA S     -  17H012 LDH                               155 35 16.3
 BJ4821:UTM  15      -  17H012 LDH                               154 44 15.3
 BJ4821
 BJ4821|---------------------------------------------------------------------|
 BJ4821| PID    Reference Object                     Distance      Geod. Az  |
 BJ4821|                                                           dddmmss.s |
 BJ4821| BJ4820 17H012 LDH                          APPROX. 0.6 KM 1553806.9 |
 BJ4821|---------------------------------------------------------------------|
 BJ4821
 BJ4821                          SUPERSEDED SURVEY CONTROL
 BJ4821
 BJ4821  NAD 83(1986)-  30 37 48.74182(N)    091 14 18.81936(W) AD(       ) 2
 BJ4821  NAD 27      -  30 37 48.07082(N)    091 14 18.42459(W) AD(       ) 2
 BJ4821  NGVD 29 (07/19/86)   30.5    (m)          100.     (f) VERT ANG       
 BJ4821
 BJ4821.Superseded values are not recommended for survey control.
 BJ4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4821.See file dsdata.txt to determine how the superseded data were derived.
 BJ4821
 BJ4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6881689942(NAD 83)
 BJ4821_MARKER: DD = SURVEY DISK
 BJ4821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4821+STABILITY: SURFACE MOTION
 BJ4821
 BJ4821  HISTORY     - Date     Condition        Report By
 BJ4821  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4821
 BJ4821                          STATION DESCRIPTION
 BJ4821
 BJ4821'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4821'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ZACHARY, 5 MILES
 BJ4821'NORTHWEST OF BAKER AND 8 MILES SOUTHWEST OF SLAUGHTER.  THE MARK
 BJ4821'IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4821'
 BJ4821'TO REACH THE STATION FROM THE RAILROAD CROSSING ON LOUISIANA
 BJ4821'HIGHWAY 64 IN ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR 5.4 MILES
 BJ4821'TO THE JUNCTION WITH U.S. HIGHWAY 61, TURN LEFT ON U.S. HIGHWAY
 BJ4821'61 AND GO SOUTHEAST FOR 1.3 MILES TO THE MARK SET ON THE LEFT AND
 BJ4821'EAST OF THE HIGHWAY NEAR A CONCRETE RIGHT-OF-WAY MARKER AND A
 BJ4821'FENCE.
 BJ4821'
 BJ4821'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4821'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4821'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4821'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4821'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4821'GROUND SURFACE.  THEY ARE STAMPED 17H011 1975.  THE MARK IS 182
 BJ4821'FEET EAST-NORTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 164
 BJ4821'FEET SOUTHEAST OF A POWER POLE, 59.5 FEET NORTHWEST OF A CONCRETE
 BJ4821'RIGHT-OF-WAY MARKER, 2 FEET WEST-SOUTHWEST OF A RIGHT-OF-WAY
 BJ4821'FENCE AND 1.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 BJ4821'AND SIGN.
 BJ4821'
 BJ4821'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4820 ***********************************************************************
 BJ4820  DESIGNATION -  17H012 LDH
 BJ4820  PID         -  BJ4820
 BJ4820  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4820  USGS QUAD   -  ZACHARY (1980)
 BJ4820
 BJ4820                         *CURRENT SURVEY CONTROL
 BJ4820  ___________________________________________________________________
 BJ4820* NAD 83(1992)-  30 37 32.01291(N)    091 14 10.07170(W)     ADJUSTED  
 BJ4820* NAVD 88     -        29.2    (meters)      96.     (feet)  VERTCON   
 BJ4820  ___________________________________________________________________
 BJ4820  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4820  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4820
 BJ4820  HORZ ORDER  -  SECOND
 BJ4820
 BJ4820.The horizontal coordinates were established by classical geodetic methods
 BJ4820.and adjusted by the National Geodetic Survey in January 1993..
 BJ4820
 BJ4820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4820
 BJ4820.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4820
 BJ4820.The geoid height was determined by GEOID03.
 BJ4820
 BJ4820;                    North         East     Units Scale Factor Converg.
 BJ4820;SPC LA S     -   235,614.653 1,009,319.169   MT  0.99998501   +0 02 55.0
 BJ4820;SPC LA S     -   773,012.41  3,311,407.97   sFT  0.99998501   +0 02 55.0
 BJ4820;UTM  15      - 3,389,431.591   669,056.929   MT  0.99995258   +0 53 55.6
 BJ4820
 BJ4820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4820!SPC LA S     -   0.99999970  x   0.99998501  =   0.99998471
 BJ4820!UTM  15      -   0.99999970  x   0.99995258  =   0.99995228
 BJ4820
 BJ4820:                Primary Azimuth Mark                     Grid Az
 BJ4820:SPC LA S     -  BAKER DIXIE PIPELINE RAD MAST            103 10 37.9
 BJ4820:UTM  15      -  BAKER DIXIE PIPELINE RAD MAST            102 19 37.3
 BJ4820
 BJ4820|---------------------------------------------------------------------|
 BJ4820| PID    Reference Object                     Distance      Geod. Az  |
 BJ4820|                                                           dddmmss.s |
 BJ4820| BJ4758 BAKER DIXIE PIPELINE RAD MAST       APPROX. 6.8 KM 1031332.9 |
 BJ4820| BJ4778 17H013 LDH                          APPROX. 1.2 KM 1553410.6 |
 BJ4820| BJ4821 17H011 LDH                          APPROX. 0.6 KM 3353811.3 |
 BJ4820|---------------------------------------------------------------------|
 BJ4820
 BJ4820                          SUPERSEDED SURVEY CONTROL
 BJ4820
 BJ4820  NAD 83(1986)-  30 37 32.03132(N)    091 14 10.06856(W) AD(       ) 2
 BJ4820  NAD 27      -  30 37 31.36035(N)    091 14 09.67411(W) AD(       ) 2
 BJ4820  NGVD 29 (07/19/86)   29.2    (m)           96.     (f) VERT ANG       
 BJ4820
 BJ4820.Superseded values are not recommended for survey control.
 BJ4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4820.See file dsdata.txt to determine how the superseded data were derived.
 BJ4820
 BJ4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6905789432(NAD 83)
 BJ4820_MARKER: DD = SURVEY DISK
 BJ4820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4820+STABILITY: SURFACE MOTION
 BJ4820
 BJ4820  HISTORY     - Date     Condition        Report By
 BJ4820  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4820
 BJ4820                          STATION DESCRIPTION
 BJ4820
 BJ4820'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4820'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ZACHARY, 5 MILES
 BJ4820'NORTHWEST OF BAKER AND 8 MILES SOUTHWEST OF SLAUGHTER.  THE MARK IS
 BJ4820'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4820'
 BJ4820'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 BJ4820'64 IN ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR 5.4 MILES TO THE
 BJ4820'JUNCTION WITH U.S. HIGHWAY 61, TURN LEFT ON U.S. HIGHWAY 61 AND GO
 BJ4820'SOUTHEAST FOR 1.7 MILES TO THE MARK SET ON THE LEFT AND EAST OF
 BJ4820'THE HIGHWAY NEAR A DAIRY BARN.
 BJ4820'
 BJ4820'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4820'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4820'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4820'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4820'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4820'GROUND SURFACE.  THEY ARE STAMPED 17H012 1976.  THE MARK IS 179
 BJ4820'FEET EAST OF THE CENTER OF U.S. HIGHWAY 61, 110 FEET SOUTH OF A
 BJ4820'POWER POLE, 80 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 BJ4820'CONCRETE BLOCK DAIRY BARN, 65 FEET WEST OF THE SOUTHWEST CORNER OF
 BJ4820'A CONCRETE BLOCK DAIRY BARN AND 62 FEET NORTHWEST OF THE CENTER OF
 BJ4820'A METAL GATE.
 BJ4820'
 BJ4820'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4778 ***********************************************************************
 BJ4778  DESIGNATION -  17H013 LDH
 BJ4778  PID         -  BJ4778
 BJ4778  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4778  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4778
 BJ4778                         *CURRENT SURVEY CONTROL
 BJ4778  ___________________________________________________________________
 BJ4778* NAD 83(1992)-  30 36 55.34503(N)    091 13 50.81335(W)     ADJUSTED  
 BJ4778* NAVD 88     -        28.7    (meters)      94.     (feet)  VERTCON   
 BJ4778  ___________________________________________________________________
 BJ4778  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4778  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4778
 BJ4778  HORZ ORDER  -  SECOND
 BJ4778
 BJ4778.The horizontal coordinates were established by classical geodetic methods
 BJ4778.and adjusted by the National Geodetic Survey in January 1993..
 BJ4778
 BJ4778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4778
 BJ4778.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4778
 BJ4778.The geoid height was determined by GEOID03.
 BJ4778
 BJ4778;                    North         East     Units Scale Factor Converg.
 BJ4778;SPC LA S     -   234,485.922 1,009,833.061   MT  0.99998309   +0 03 04.6
 BJ4778;SPC LA S     -   769,309.23  3,313,093.97   sFT  0.99998309   +0 03 04.6
 BJ4778;UTM  15      - 3,388,310.642   669,587.494   MT  0.99995479   +0 54 04.4
 BJ4778
 BJ4778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4778!SPC LA S     -   0.99999977  x   0.99998309  =   0.99998286
 BJ4778!UTM  15      -   0.99999977  x   0.99995479  =   0.99995456
 BJ4778
 BJ4778:                Primary Azimuth Mark                     Grid Az
 BJ4778:SPC LA S     -  BAKER DIXIE PIPELINE RAD MAST            093 59 37.2
 BJ4778:UTM  15      -  BAKER DIXIE PIPELINE RAD MAST            093 08 37.4
 BJ4778
 BJ4778|---------------------------------------------------------------------|
 BJ4778| PID    Reference Object                     Distance      Geod. Az  |
 BJ4778|                                                           dddmmss.s |
 BJ4778| BJ4758 BAKER DIXIE PIPELINE RAD MAST       APPROX. 6.2 KM 0940241.8 |
 BJ4778| BJ4777 17H018 LDH                          APPROX. 0.5 KM 1552949.1 |
 BJ4778|---------------------------------------------------------------------|
 BJ4778
 BJ4778                          SUPERSEDED SURVEY CONTROL
 BJ4778
 BJ4778  NAD 83(1986)-  30 36 55.36342(N)    091 13 50.81026(W) AD(       ) 2
 BJ4778  NAD 27      -  30 36 54.69184(N)    091 13 50.41610(W) AD(       ) 2
 BJ4778  NGVD 29 (07/19/86)   28.7    (m)           94.     (f) VERT ANG       
 BJ4778
 BJ4778.Superseded values are not recommended for survey control.
 BJ4778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4778.See file dsdata.txt to determine how the superseded data were derived.
 BJ4778
 BJ4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6958788311(NAD 83)
 BJ4778_MARKER: DD = SURVEY DISK
 BJ4778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4778+STABILITY: SURFACE MOTION
 BJ4778
 BJ4778  HISTORY     - Date     Condition        Report By
 BJ4778  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4778
 BJ4778                          STATION DESCRIPTION
 BJ4778
 BJ4778'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4778'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF BAKER, 5 MILES
 BJ4778'SOUTHWEST OF ZACHARY AND 6 MILES NORTH-NORTHWEST OF
 BJ4778'SCOTLANDVILLE.  THE MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA
 BJ4778'DEPARTMENT OF HIGHWAYS.
 BJ4778'
 BJ4778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4778'STATE HIGHWAY 964 NEAR THE STATE SCHOOL FOR BOYS, GO NORTHWEST ALONG
 BJ4778'U.S. HIGHWAY 61 FOR 2 MILES TO THE JUNCTION WITH BARNETT ROAD ON
 BJ4778'THE RIGHT.  THE STATION MARK IS SET NORTHEAST OF U.S. HIGHWAY
 BJ4778'61 AND NORTHWEST OF BARNETT ROAD NEAR A FENCE CORNER.
 BJ4778'
 BJ4778'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4778'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4778'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4778'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4778'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4778'GROUND SURFACE.  THEY ARE STAMPED 17H013 1975.  THE MARK IS 197
 BJ4778'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 32 FEET
 BJ4778'NORTHWEST OF THE CENTER OF BARNETT ROAD, 6.5 FEET SOUTHWEST OF
 BJ4778'A FENCE CORNER, 6 FEET SOUTHWEST OF A METAL WITNESS SIGN
 BJ4778'ATTACHED TO A FENCE POST AND 5 FEET SOUTHWEST OF A CONCRETE
 BJ4778'RIGHT-OF-WAY MARKER.
 BJ4778'
 BJ4778'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4776 ***********************************************************************
 BJ4776  DESIGNATION -  17H014 LDH
 BJ4776  PID         -  BJ4776
 BJ4776  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4776  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4776
 BJ4776                         *CURRENT SURVEY CONTROL
 BJ4776  ___________________________________________________________________
 BJ4776* NAD 83(1992)-  30 35 51.13600(N)    091 13 19.90053(W)     ADJUSTED  
 BJ4776* NAVD 88     -        23.2    (meters)      76.     (feet)  VERTCON   
 BJ4776  ___________________________________________________________________
 BJ4776  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BJ4776  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4776
 BJ4776  HORZ ORDER  -  SECOND
 BJ4776
 BJ4776.The horizontal coordinates were established by classical geodetic methods
 BJ4776.and adjusted by the National Geodetic Survey in January 1993..
 BJ4776
 BJ4776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4776
 BJ4776.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4776
 BJ4776.The geoid height was determined by GEOID03.
 BJ4776
 BJ4776;                    North         East     Units Scale Factor Converg.
 BJ4776;SPC LA S     -   232,509.397 1,010,658.322   MT  0.99997981   +0 03 20.1
 BJ4776;SPC LA S     -   762,824.58  3,315,801.51   sFT  0.99997981   +0 03 20.1
 BJ4776;UTM  15      - 3,386,346.622   670,441.956   MT  0.99995838   +0 54 18.5
 BJ4776
 BJ4776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4776!SPC LA S     -   1.00000064  x   0.99997981  =   0.99998045
 BJ4776!UTM  15      -   1.00000064  x   0.99995838  =   0.99995902
 BJ4776
 BJ4776:                Primary Azimuth Mark                     Grid Az
 BJ4776:SPC LA S     -  ACME LDH 1970 AZ MK                      155 52 50.4
 BJ4776:UTM  15      -  ACME LDH 1970 AZ MK                      155 01 52.0
 BJ4776
 BJ4776|---------------------------------------------------------------------|
 BJ4776| PID    Reference Object                     Distance      Geod. Az  |
 BJ4776|                                                           dddmmss.s |
 BJ4776| BJ4775 ACME LDH 1970 AZ MK                 APPROX. 0.7 KM 1555610.5 |
 BJ4776|---------------------------------------------------------------------|
 BJ4776
 BJ4776                          SUPERSEDED SURVEY CONTROL
 BJ4776
 BJ4776  NAD 83(1986)-  30 35 51.15439(N)    091 13 19.89754(W) AD(       ) 2
 BJ4776  NAD 27      -  30 35 50.48116(N)    091 13 19.50398(W) AD(       ) 2
 BJ4776  NGVD 29 (07/19/86)   23.2    (m)           76.     (f) VERT ANG       
 BJ4776
 BJ4776.Superseded values are not recommended for survey control.
 BJ4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4776.See file dsdata.txt to determine how the superseded data were derived.
 BJ4776
 BJ4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7044286347(NAD 83)
 BJ4776_MARKER: DD = SURVEY DISK
 BJ4776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4776+STABILITY: SURFACE MOTION
 BJ4776
 BJ4776  HISTORY     - Date     Condition        Report By
 BJ4776  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4776
 BJ4776                          STATION DESCRIPTION
 BJ4776
 BJ4776'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4776'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BAKER, 5 MILES
 BJ4776'SOUTHWEST OF ZACHARY AND 5 MILES NORTHWEST OF SCOTLANDVILLE.  THE
 BJ4776'MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ4776'
 BJ4776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4776'STATE HIGHWAY 964 NEAR THE STATE SCHOOL FOR BOYS, GO NORTHWEST
 BJ4776'ALONG U.S. HIGHWAY 61 FOR 1 MILE TO THE MARK SET ON THE LEFT AND
 BJ4776'SOUTHWEST OF THE HIGHWAY NEAR A POWER TRANSMISSION LINE AND A
 BJ4776'RAILROAD.
 BJ4776'
 BJ4776'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4776'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4776'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4776'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4776'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4776'GROUND SURFACE.  THEY ARE STAMPED 17H014 1975.  THE MARK IS 55.5
 BJ4776'FEET EAST-NORTHEAST OF THE EAST RAIL ON THE L AND A RAILROAD,
 BJ4776'50 FEET WEST-SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 61, 17
 BJ4776'FEET EAST-NORTHEAST OF A POWER POLE AND 1.5 FEET
 BJ4776'WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ4776'
 BJ4776'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4844 ***********************************************************************
 BJ4844  DESIGNATION -  17H015 LDH
 BJ4844  PID         -  BJ4844
 BJ4844  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4844  USGS QUAD   -  PORT HUDSON (1994)
 BJ4844
 BJ4844                         *CURRENT SURVEY CONTROL
 BJ4844  ___________________________________________________________________
 BJ4844* NAD 83(1992)-  30 39 14.30793(N)    091 15 07.70615(W)     ADJUSTED  
 BJ4844* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 BJ4844  ___________________________________________________________________
 BJ4844  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4844  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4844
 BJ4844  HORZ ORDER  -  SECOND
 BJ4844
 BJ4844.The horizontal coordinates were established by classical geodetic methods
 BJ4844.and adjusted by the National Geodetic Survey in January 1993..
 BJ4844
 BJ4844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4844
 BJ4844.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4844
 BJ4844.The geoid height was determined by GEOID03.
 BJ4844
 BJ4844;                    North         East     Units Scale Factor Converg.
 BJ4844;SPC LA S     -   238,763.631 1,007,782.036   MT  0.99999053   +0 02 26.2
 BJ4844;SPC LA S     -   783,343.68  3,306,364.90   sFT  0.99999053   +0 02 26.2
 BJ4844;UTM  15      - 3,392,557.286   667,473.286   MT  0.99994600   +0 53 28.9
 BJ4844
 BJ4844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4844!SPC LA S     -   0.99999986  x   0.99999053  =   0.99999039
 BJ4844!UTM  15      -   0.99999986  x   0.99994600  =   0.99994586
 BJ4844
 BJ4844:                Primary Azimuth Mark                     Grid Az
 BJ4844:SPC LA S     -  SALVANT AZ MK                            155 03 21.6
 BJ4844:UTM  15      -  SALVANT AZ MK                            154 12 18.9
 BJ4844
 BJ4844|---------------------------------------------------------------------|
 BJ4844| PID    Reference Object                     Distance      Geod. Az  |
 BJ4844|                                                           dddmmss.s |
 BJ4844| BJ4824 SALVANT AZ MK                       APPROX. 0.9 KM 1550547.8 |
 BJ4844|---------------------------------------------------------------------|
 BJ4844
 BJ4844                          SUPERSEDED SURVEY CONTROL
 BJ4844
 BJ4844  NAD 83(1986)-  30 39 14.32647(N)    091 15 07.70290(W) AD(       ) 2
 BJ4844  NAD 27      -  30 39 13.65730(N)    091 15 07.30665(W) AD(       ) 2
 BJ4844  NGVD 29 (07/19/86)   28.2    (m)           93.     (f) VERT ANG       
 BJ4844
 BJ4844.Superseded values are not recommended for survey control.
 BJ4844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4844.See file dsdata.txt to determine how the superseded data were derived.
 BJ4844
 BJ4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6747392557(NAD 83)
 BJ4844_MARKER: DD = SURVEY DISK
 BJ4844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4844+STABILITY: SURFACE MOTION
 BJ4844
 BJ4844  HISTORY     - Date     Condition        Report By
 BJ4844  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4844  HISTORY     - 19801031 POOR             RBNF
 BJ4844
 BJ4844                          STATION DESCRIPTION
 BJ4844
 BJ4844'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4844'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ZACHARY, 5 MILES
 BJ4844'NORTHWEST OF BAKER AND 8 MILES SOUTHWEST OF SLAUGHTER.  THE MARK IS
 BJ4844'SET ON PROPERTY OWNED BY THE L. AND A. RAILROAD.
 BJ4844'
 BJ4844'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 BJ4844'64 IN ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR 5.4 MILES TO
 BJ4844'THE JUNCTION WITH U.S. HIGHWAY 61, TURN RIGHT ON U.S. HIGHWAY 61
 BJ4844'AND GO NORTHWEST FOR 0.5 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BJ4844'3113 ON THE LEFT.  THE MARK IS SET SOUTHWEST OF U.S. HIGHWAY 61
 BJ4844'AND NORTH OF STATE HIGHWAY 3113 NEAR THE RAILROAD CROSSING.
 BJ4844'
 BJ4844'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4844'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4844'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4844'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4844'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4844'GROUND SURFACE.  THEY ARE STAMPED 17H015 1975.  THE MARK IS 128
 BJ4844'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 61, 42 FEET
 BJ4844'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 60 FEET SOUTHWEST OF
 BJ4844'A CONCRETE RIGHT-OF-WAY MARKER AND 35 FEET NORTHWEST OF THE
 BJ4844'CENTER OF STATE HIGHWAY 3113.  THE MARK IS 7 FEET SOUTHWEST OF
 BJ4844'THE WEST RAIL ON THE L. AND A. RAILROAD.
 BJ4844'
 BJ4844'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4844
 BJ4844                          STATION RECOVERY (1980)
 BJ4844
 BJ4844'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1980 (UNK)
 BJ4844'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4846 ***********************************************************************
 BJ4846  DESIGNATION -  17H016 LDH
 BJ4846  PID         -  BJ4846
 BJ4846  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4846  USGS QUAD   -  PORT HUDSON (1994)
 BJ4846
 BJ4846                         *CURRENT SURVEY CONTROL
 BJ4846  ___________________________________________________________________
 BJ4846* NAD 83(1992)-  30 39 47.20112(N)    091 15 21.13255(W)     ADJUSTED  
 BJ4846* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 BJ4846  ___________________________________________________________________
 BJ4846  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4846  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4846
 BJ4846  HORZ ORDER  -  SECOND
 BJ4846
 BJ4846.The horizontal coordinates were established by classical geodetic methods
 BJ4846.and adjusted by the National Geodetic Survey in January 1993..
 BJ4846
 BJ4846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4846
 BJ4846.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4846
 BJ4846.The geoid height was determined by GEOID03.
 BJ4846
 BJ4846;                    North         East     Units Scale Factor Converg.
 BJ4846;SPC LA S     -   239,776.335 1,007,423.887   MT  0.99999236   +0 02 19.4
 BJ4846;SPC LA S     -   786,666.19  3,305,189.87   sFT  0.99999236   +0 02 19.4
 BJ4846;UTM  15      - 3,393,564.514   667,100.155   MT  0.99994446   +0 53 22.9
 BJ4846
 BJ4846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4846!SPC LA S     -   0.99999948  x   0.99999236  =   0.99999184
 BJ4846!UTM  15      -   0.99999948  x   0.99994446  =   0.99994394
 BJ4846
 BJ4846:                Primary Azimuth Mark                     Grid Az
 BJ4846:SPC LA S     -  17H017 LDH                               327 20 49.4
 BJ4846:UTM  15      -  17H017 LDH                               326 29 45.9
 BJ4846
 BJ4846|---------------------------------------------------------------------|
 BJ4846| PID    Reference Object                     Distance      Geod. Az  |
 BJ4846|                                                           dddmmss.s |
 BJ4846| BJ4847 17H017 LDH                          APPROX. 0.5 KM 3272308.8 |
 BJ4846|---------------------------------------------------------------------|
 BJ4846
 BJ4846                          SUPERSEDED SURVEY CONTROL
 BJ4846
 BJ4846  NAD 83(1986)-  30 39 47.21966(N)    091 15 21.12924(W) AD(       ) 2
 BJ4846  NAD 27      -  30 39 46.55137(N)    091 15 20.73262(W) AD(       ) 2
 BJ4846  NGVD 29 (07/19/86)   30.6    (m)          100.     (f) VERT ANG       
 BJ4846
 BJ4846.Superseded values are not recommended for survey control.
 BJ4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4846.See file dsdata.txt to determine how the superseded data were derived.
 BJ4846
 BJ4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6710093565(NAD 83)
 BJ4846_MARKER: DD = SURVEY DISK
 BJ4846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4846+STABILITY: SURFACE MOTION
 BJ4846
 BJ4846  HISTORY     - Date     Condition        Report By
 BJ4846  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4846
 BJ4846                          STATION DESCRIPTION
 BJ4846
 BJ4846'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4846'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF ZACHARY, 6 MILES
 BJ4846'NORTHWEST OF BAKER AND 7 MILES SOUTHWEST OF SLAUGHTER.  THE MARK
 BJ4846'IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4846'
 BJ4846'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 BJ4846'64 IN ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR 5.4 MILES TO
 BJ4846'THE JUNCTION WITH U.S. HIGHWAY 61, TURN RIGHT ON U.S. HIGHWAY 61,
 BJ4846'AND GO NORTHWEST FOR 1.4 MILES TO THE MARK SET ON THE RIGHT AND
 BJ4846'NORTHEAST OF THE HIGHWAY NEAR A RIGHT-OF-WAY FENCE.
 BJ4846'
 BJ4846'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4846'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4846'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4846'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4846'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4846'GROUND SURFACE.  THEY ARE STAMPED 17H016 1975.  THE MARK IS 194
 BJ4846'FEET NORTH-NORTHWEST OF A TELEPHONE CABLE JUNCTION BOX, 181
 BJ4846'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 37.5 FEET
 BJ4846'SOUTH-SOUTHEAST OF A GRAVEL DRIVE, 17 FEET SOUTHWEST
 BJ4846'OF A POWER POLE WITH A METER ATTACHED AND 2.5 FEET
 BJ4846'WEST-SOUTHWEST OF A FENCE.
 BJ4846'
 BJ4846'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4847 ***********************************************************************
 BJ4847  DESIGNATION -  17H017 LDH
 BJ4847  PID         -  BJ4847
 BJ4847  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4847  USGS QUAD   -  PORT HUDSON (1994)
 BJ4847
 BJ4847                         *CURRENT SURVEY CONTROL
 BJ4847  ___________________________________________________________________
 BJ4847* NAD 83(1992)-  30 40 01.25095(N)    091 15 31.53267(W)     ADJUSTED  
 BJ4847* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 BJ4847  ___________________________________________________________________
 BJ4847  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4847  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4847
 BJ4847  HORZ ORDER  -  SECOND
 BJ4847
 BJ4847.The horizontal coordinates were established by classical geodetic methods
 BJ4847.and adjusted by the National Geodetic Survey in January 1993..
 BJ4847
 BJ4847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4847
 BJ4847.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4847
 BJ4847.The geoid height was determined by GEOID03.
 BJ4847
 BJ4847;                    North         East     Units Scale Factor Converg.
 BJ4847;SPC LA S     -   240,208.820 1,007,146.738   MT  0.99999315   +0 02 14.2
 BJ4847;SPC LA S     -   788,085.10  3,304,280.59   sFT  0.99999315   +0 02 14.2
 BJ4847;UTM  15      - 3,393,992.813   666,816.628   MT  0.99994329   +0 53 18.0
 BJ4847
 BJ4847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4847!SPC LA S     -   0.99999948  x   0.99999315  =   0.99999263
 BJ4847!UTM  15      -   0.99999948  x   0.99994329  =   0.99994277
 BJ4847
 BJ4847:                Primary Azimuth Mark                     Grid Az
 BJ4847:SPC LA S     -  17H019 LDH                               076 02 51.3
 BJ4847:UTM  15      -  17H019 LDH                               075 11 47.5
 BJ4847
 BJ4847|---------------------------------------------------------------------|
 BJ4847| PID    Reference Object                     Distance      Geod. Az  |
 BJ4847|                                                           dddmmss.s |
 BJ4847| BJ4845 17H019 LDH                          APPROX. 0.6 KM 0760505.5 |
 BJ4847| BJ4846 17H016 LDH                          APPROX. 0.5 KM 1472303.5 |
 BJ4847|---------------------------------------------------------------------|
 BJ4847
 BJ4847                          SUPERSEDED SURVEY CONTROL
 BJ4847
 BJ4847  NAD 83(1986)-  30 40 01.26949(N)    091 15 31.52935(W) AD(       ) 2
 BJ4847  NAD 27      -  30 40 00.60155(N)    091 15 31.13241(W) AD(       ) 2
 BJ4847  NGVD 29 (07/19/86)   30.6    (m)          100.     (f) VERT ANG       
 BJ4847
 BJ4847.Superseded values are not recommended for survey control.
 BJ4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4847.See file dsdata.txt to determine how the superseded data were derived.
 BJ4847
 BJ4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6681793993(NAD 83)
 BJ4847_MARKER: DD = SURVEY DISK
 BJ4847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4847+STABILITY: SURFACE MOTION
 BJ4847
 BJ4847  HISTORY     - Date     Condition        Report By
 BJ4847  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4847
 BJ4847                          STATION DESCRIPTION
 BJ4847
 BJ4847'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4847'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF ZACHARY, 7
 BJ4847'MILES NORTH-NORTHWEST OF BAKER AND 6 MILES SOUTHWEST OF
 BJ4847'SLAUGHTER.  THE MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA
 BJ4847'DEPARTMENT OF HIGHWAYS.
 BJ4847'
 BJ4847'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4847'STATE HIGHWAY 64, GO NORTHWEST ALONG U.S. HIGHWAY 61 FOR 1.5 MILES
 BJ4847'TO THE MARK SET ON THE LEFT AND SOUTHWEST OF THE HIGHWAY NEAR A
 BJ4847'TRANSMISSION LINE.
 BJ4847'
 BJ4847'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4847'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4847'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4847'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4847'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4847'ARE STAMPED 17HO17 1976.  THE MARK IS 269 FEET NORTH OF A POWER
 BJ4847'POLE (NO. 38), 58.5 FEET SOUTHWEST OF THE CENTER OF U.S.
 BJ4847'HIGHWAY 61, 44.4 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE,
 BJ4847'AND 35.5 FEET SOUTHEAST OF A POWER POLE (NO. 39).
 BJ4847'
 BJ4847'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4777 ***********************************************************************
 BJ4777  DESIGNATION -  17H018 LDH
 BJ4777  PID         -  BJ4777
 BJ4777  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4777  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4777
 BJ4777                         *CURRENT SURVEY CONTROL
 BJ4777  ___________________________________________________________________
 BJ4777* NAD 83(1992)-  30 36 39.48460(N)    091 13 42.45556(W)     ADJUSTED  
 BJ4777* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 BJ4777  ___________________________________________________________________
 BJ4777  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4777  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4777
 BJ4777  HORZ ORDER  -  SECOND
 BJ4777
 BJ4777.The horizontal coordinates were established by classical geodetic methods
 BJ4777.and adjusted by the National Geodetic Survey in January 1993..
 BJ4777
 BJ4777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4777
 BJ4777.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4777
 BJ4777.The geoid height was determined by GEOID03.
 BJ4777
 BJ4777;                    North         East     Units Scale Factor Converg.
 BJ4777;SPC LA S     -   233,997.706 1,010,056.112   MT  0.99998227   +0 03 08.8
 BJ4777;SPC LA S     -   767,707.47  3,313,825.76   sFT  0.99998227   +0 03 08.8
 BJ4777;UTM  15      - 3,387,825.802   669,817.756   MT  0.99995576   +0 54 08.3
 BJ4777
 BJ4777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4777!SPC LA S     -   1.00000006  x   0.99998227  =   0.99998233
 BJ4777!UTM  15      -   1.00000006  x   0.99995576  =   0.99995582
 BJ4777
 BJ4777:                Primary Azimuth Mark                     Grid Az
 BJ4777:SPC LA S     -  SAMUEL RM 3                              277 40 57.6
 BJ4777:UTM  15      -  SAMUEL RM 3                              276 49 58.1
 BJ4777
 BJ4777|---------------------------------------------------------------------|
 BJ4777| PID    Reference Object                     Distance      Geod. Az  |
 BJ4777|                                                           dddmmss.s |
 BJ4777| BJ4772 SAMUEL RM 3                         APPROX. 1.0 KM 2774406.4 |
 BJ4777| BJ4778 17H013 LDH                          APPROX. 0.5 KM 3352953.4 |
 BJ4777|---------------------------------------------------------------------|
 BJ4777
 BJ4777                          SUPERSEDED SURVEY CONTROL
 BJ4777
 BJ4777  NAD 83(1986)-  30 36 39.50298(N)    091 13 42.45248(W) AD(       ) 2
 BJ4777  NAD 27      -  30 36 38.83113(N)    091 13 42.05836(W) AD(       ) 2
 BJ4777  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 BJ4777
 BJ4777.Superseded values are not recommended for survey control.
 BJ4777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4777.See file dsdata.txt to determine how the superseded data were derived.
 BJ4777
 BJ4777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6981887826(NAD 83)
 BJ4777_MARKER: DD = SURVEY DISK
 BJ4777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4777+STABILITY: SURFACE MOTION
 BJ4777
 BJ4777  HISTORY     - Date     Condition        Report By
 BJ4777  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4777
 BJ4777                          STATION DESCRIPTION
 BJ4777
 BJ4777'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4777'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF BAKER, 5 MILES
 BJ4777'SOUTHWEST OF ZACHARY AND 6 MILES NORTH-NORTHWEST OF
 BJ4777'SCOTLANDVILLE.  THE MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA
 BJ4777'DEPARTMENT OF HIGHWAYS.
 BJ4777'
 BJ4777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4777'STATE HIGHWAY 964 NEAR THE STATE SCHOOL FOR BOYS, GO NORTHWEST
 BJ4777'ALONG U.S. HIGHWAY 61 FOR 1.7 MILES TO THE MARK SET ON THE RIGHT
 BJ4777'AND NORTHEAST OF THE HIGHWAY NEAR A POWER POLE AND A FENCE.
 BJ4777'
 BJ4777'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4777'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4777'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4777'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4777'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4777'GROUND SURFACE.  THEY ARE STAMPED 17HO18 1976.  THE MARK IS 296
 BJ4777'FEET NORTHWEST OF A POWER POLE, 179 FEET NORTHEAST OF THE
 BJ4777'CENTER OF U.S. HIGHWAY 61, 103 FEET SOUTHEAST OF A POWER POLE
 BJ4777'AND 5 FEET SOUTH-SOUTHWEST OF A FENCE POST WITH A WITNESS SIGN
 BJ4777'ATTACHED.
 BJ4777'
 BJ4777'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4845 ***********************************************************************
 BJ4845  DESIGNATION -  17H019 LDH
 BJ4845  PID         -  BJ4845
 BJ4845  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4845  USGS QUAD   -  PORT HUDSON (1994)
 BJ4845
 BJ4845                         *CURRENT SURVEY CONTROL
 BJ4845  ___________________________________________________________________
 BJ4845* NAD 83(1992)-  30 40 06.23593(N)    091 15 08.25364(W)     ADJUSTED  
 BJ4845* NAVD 88     -        28.9    (meters)      95.     (feet)  VERTCON   
 BJ4845  ___________________________________________________________________
 BJ4845  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4845  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4845
 BJ4845  HORZ ORDER  -  SECOND
 BJ4845
 BJ4845.The horizontal coordinates were established by classical geodetic methods
 BJ4845.and adjusted by the National Geodetic Survey in January 1993..
 BJ4845
 BJ4845.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4845
 BJ4845.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4845
 BJ4845.The geoid height was determined by GEOID03.
 BJ4845
 BJ4845;                    North         East     Units Scale Factor Converg.
 BJ4845;SPC LA S     -   240,362.754 1,007,766.329   MT  0.99999343   +0 02 25.9
 BJ4845;SPC LA S     -   788,590.14  3,306,313.36   sFT  0.99999343   +0 02 25.9
 BJ4845;UTM  15      - 3,394,155.926   667,433.834   MT  0.99994584   +0 53 30.0
 BJ4845
 BJ4845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4845!SPC LA S     -   0.99999975  x   0.99999343  =   0.99999318
 BJ4845!UTM  15      -   0.99999975  x   0.99994584  =   0.99994559
 BJ4845
 BJ4845:                Primary Azimuth Mark                     Grid Az
 BJ4845:SPC LA S     -  17H020 LDH                               092 52 37.7
 BJ4845:UTM  15      -  17H020 LDH                               092 01 33.6
 BJ4845
 BJ4845|---------------------------------------------------------------------|
 BJ4845| PID    Reference Object                     Distance      Geod. Az  |
 BJ4845|                                                           dddmmss.s |
 BJ4845| BJ4823 17H020 LDH                          APPROX. 0.6 KM 0925503.6 |
 BJ4845|---------------------------------------------------------------------|
 BJ4845
 BJ4845                          SUPERSEDED SURVEY CONTROL
 BJ4845
 BJ4845  NAD 83(1986)-  30 40 06.25446(N)    091 15 08.25035(W) AD(       ) 2
 BJ4845  NAD 27      -  30 40 05.58670(N)    091 15 07.85404(W) AD(       ) 2
 BJ4845  NGVD 29 (07/19/86)   28.9    (m)           95.     (f) VERT ANG       
 BJ4845
 BJ4845.Superseded values are not recommended for survey control.
 BJ4845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4845.See file dsdata.txt to determine how the superseded data were derived.
 BJ4845
 BJ4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6743494156(NAD 83)
 BJ4845_MARKER: DD = SURVEY DISK
 BJ4845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4845+STABILITY: SURFACE MOTION
 BJ4845
 BJ4845  HISTORY     - Date     Condition        Report By
 BJ4845  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4845
 BJ4845                          STATION DESCRIPTION
 BJ4845
 BJ4845'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4845'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF ZACHARY, 7
 BJ4845'MILES NORTH-NORTHWEST OF BAKER AND 6 MILES SOUTHWEST OF
 BJ4845'SLAUGHTER.  THE MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA
 BJ4845'DEPARTMENT OF HIGHWAYS.
 BJ4845'
 BJ4845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4845'STATE HIGHWAY 64, GO NORTHWEST ALONG U.S. HIGHWAY 61 FOR 1.7 MILES
 BJ4845'TO THE JUNCTION WITH FLANCHER ROAD ON THE RIGHT, TURN RIGHT ON
 BJ4845'FLANCHER ROAD AND GO 0.6 MILES TO THE MARK SET ON THE RIGHT AND
 BJ4845'SOUTH OF THE HIGHWAY NEAR A FENCE.
 BJ4845'
 BJ4845'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4845'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF 12-INCH
 BJ4845'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4845'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET ON A 1/2 INCH
 BJ4845'COPPER ROD EMBEDDED IN AN IRREGULAR MASS OF CONCRETE THAT IS
 BJ4845'ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED
 BJ4845'17HO19 1976.  THE MARK IS 116 FEET EAST OF THE CENTER OF A
 BJ4845'FIELD ROAD, 38 FEET SOUTH OF THE CENTER OF FLANCHER ROAD, 2
 BJ4845'FEET NORTH OF A FENCE AND 2 FEET NORTH-NORTHEAST OF A METAL
 BJ4845'WITNESS POST AND SIGN.
 BJ4845'
 BJ4845'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4823 ***********************************************************************
 BJ4823  DESIGNATION -  17H020 LDH
 BJ4823  PID         -  BJ4823
 BJ4823  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4823  USGS QUAD   -  ZACHARY (1980)
 BJ4823
 BJ4823                         *CURRENT SURVEY CONTROL
 BJ4823  ___________________________________________________________________
 BJ4823* NAD 83(1992)-  30 40 05.17813(N)    091 14 44.25785(W)     ADJUSTED  
 BJ4823* NAVD 88     -        32.1    (meters)     105.     (feet)  VERTCON   
 BJ4823  ___________________________________________________________________
 BJ4823  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BJ4823  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4823
 BJ4823  HORZ ORDER  -  SECOND
 BJ4823
 BJ4823.The horizontal coordinates were established by classical geodetic methods
 BJ4823.and adjusted by the National Geodetic Survey in January 1993..
 BJ4823
 BJ4823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4823
 BJ4823.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4823
 BJ4823.The geoid height was determined by GEOID03.
 BJ4823
 BJ4823;                    North         East     Units Scale Factor Converg.
 BJ4823;SPC LA S     -   240,330.649 1,008,405.125   MT  0.99999337   +0 02 37.9
 BJ4823;SPC LA S     -   788,484.80  3,308,409.15   sFT  0.99999337   +0 02 37.9
 BJ4823;UTM  15      - 3,394,133.315   668,073.007   MT  0.99994848   +0 53 42.2
 BJ4823
 BJ4823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4823!SPC LA S     -   0.99999924  x   0.99999337  =   0.99999261
 BJ4823!UTM  15      -   0.99999924  x   0.99994848  =   0.99994772
 BJ4823
 BJ4823:                Primary Azimuth Mark                     Grid Az
 BJ4823:SPC LA S     -  BONN                                     096 17 13.4
 BJ4823:UTM  15      -  BONN                                     095 26 09.1
 BJ4823
 BJ4823|---------------------------------------------------------------------|
 BJ4823| PID    Reference Object                     Distance      Geod. Az  |
 BJ4823|                                                           dddmmss.s |
 BJ4823| BJ4808 BONN                                APPROX. 1.0 KM 0961951.3 |
 BJ4823|---------------------------------------------------------------------|
 BJ4823
 BJ4823                          SUPERSEDED SURVEY CONTROL
 BJ4823
 BJ4823  NAD 83(1986)-  30 40 05.19664(N)    091 14 44.25459(W) AD(       ) 2
 BJ4823  NAD 27      -  30 40 04.52887(N)    091 14 43.85890(W) AD(       ) 2
 BJ4823  NGVD 29 (07/19/86)   32.1    (m)          105.     (f) VERT ANG       
 BJ4823
 BJ4823.Superseded values are not recommended for survey control.
 BJ4823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4823.See file dsdata.txt to determine how the superseded data were derived.
 BJ4823
 BJ4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6807394133(NAD 83)
 BJ4823_MARKER: DD = SURVEY DISK
 BJ4823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4823+STABILITY: SURFACE MOTION
 BJ4823
 BJ4823  HISTORY     - Date     Condition        Report By
 BJ4823  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4823
 BJ4823                          STATION DESCRIPTION
 BJ4823
 BJ4823'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4823'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF ZACHARY, 7
 BJ4823'MILES NORTH-NORTHWEST OF BAKER AND 6 MILES SOUTHWEST OF
 BJ4823'SLAUGHTER.  THE MARK IS SET ON PROPERTY OWNED BY MR. DAVID
 BJ4823'JOHNSON, JR., RT. 1, BOX 46A, ZACHARY, LOUISIANA.
 BJ4823'
 BJ4823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4823'STATE HIGHWAY 64, GO NORTHWEST ALONG U.S. HIGHWAY 61 FOR 1.7 MILES
 BJ4823'TO THE JUNCTION WITH FLANCHER ROAD ON THE RIGHT, TURN RIGHT ON
 BJ4823'FLANCHER ROAD AND GO 1 MILE TO THE MARK SET ON THE LEFT AND NORTH
 BJ4823'OF THE HIGHWAY NEAR A HOUSE AND A FENCE.
 BJ4823'
 BJ4823'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4823'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4823'CYLINDRICAL CONCRETE MONUMENT THAT IS EVEN WITH THE GROUND
 BJ4823'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 BJ4823'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ4823'SURFACE.  THEY ARE STAMPED 17HO20 1976.  THE MARK IS 96 FEET
 BJ4823'NORTH OF THE CENTER OF FLANCHER ROAD, 63 FEET NORTH-NORTHEAST OF
 BJ4823'A METAL WITNESS POST AND SIGN SET NEAR A PARISH BM (NO NUMBER),
 BJ4823'56 FEET NORTH-NORTHEAST OF A FENCE CORNER, 32 FEET
 BJ4823'SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER ATTACHED,
 BJ4823'14 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE JOHNSON
 BJ4823'RESIDENCE AND 5 FEET EAST OF A FENCE.
 BJ4823'
 BJ4823'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4967 ***********************************************************************
 BJ4967  DESIGNATION -  17I001 LADH 1974
 BJ4967  PID         -  BJ4967
 BJ4967  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4967  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4967
 BJ4967                         *CURRENT SURVEY CONTROL
 BJ4967  ___________________________________________________________________
 BJ4967* NAD 83(1992)-  30 29 24.00840(N)    091 07 21.77002(W)     ADJUSTED  
 BJ4967* NAVD 88     -        14.9    (meters)      49.     (feet)  VERTCON   
 BJ4967  ___________________________________________________________________
 BJ4967  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ4967  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4967
 BJ4967  HORZ ORDER  -  SECOND
 BJ4967
 BJ4967.The horizontal coordinates were established by classical geodetic methods
 BJ4967.and adjusted by the National Geodetic Survey in January 1993..
 BJ4967
 BJ4967.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4967
 BJ4967.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4967
 BJ4967.The geoid height was determined by GEOID03.
 BJ4967
 BJ4967;                    North         East     Units Scale Factor Converg.
 BJ4967;SPC LA S     -   220,601.604 1,020,220.529   MT  0.99996207   +0 06 19.1
 BJ4967;SPC LA S     -   723,757.10  3,347,173.52   sFT  0.99996207   +0 06 19.1
 BJ4967;UTM  15      - 3,374,581.642   680,179.543   MT  1.00000051   +0 57 10.0
 BJ4967
 BJ4967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4967!SPC LA S     -   1.00000193  x   0.99996207  =   0.99996400
 BJ4967!UTM  15      -   1.00000193  x   1.00000051  =   1.00000244
 BJ4967
 BJ4967:                Primary Azimuth Mark                     Grid Az
 BJ4967:SPC LA S     -  TP 6                                     329 36 27.6
 BJ4967:UTM  15      -  TP 6                                     328 45 36.7
 BJ4967
 BJ4967|---------------------------------------------------------------------|
 BJ4967| PID    Reference Object                     Distance      Geod. Az  |
 BJ4967|                                                           dddmmss.s |
 BJ4967| BJ5077 TP 6                                APPROX. 0.6 KM 3294246.7 |
 BJ4967| BJ4779 17I002 LADH 1974                    APPROX. 1.4 KM 3301518.4 |
 BJ4967|---------------------------------------------------------------------|
 BJ4967
 BJ4967                          SUPERSEDED SURVEY CONTROL
 BJ4967
 BJ4967  NAD 83(1986)-  30 29 24.02640(N)    091 07 21.76777(W) AD(       ) 2
 BJ4967  NAD 27      -  30 29 23.34545(N)    091 07 21.38465(W) AD(       ) 2
 BJ4967  NGVD 29 (07/19/86)   14.9    (m)           49.     (f) VERT ANG       
 BJ4967
 BJ4967.Superseded values are not recommended for survey control.
 BJ4967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4967.See file dsdata.txt to determine how the superseded data were derived.
 BJ4967
 BJ4967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8018074582(NAD 83)
 BJ4967_MARKER: DD = SURVEY DISK
 BJ4967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4967_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4967+STABILITY: SURFACE MOTION
 BJ4967
 BJ4967  HISTORY     - Date     Condition        Report By
 BJ4967  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4967  HISTORY     - 1980     GOOD             LADTD
 BJ4967  HISTORY     - 19940829 GOOD             USPSQD
 BJ4967
 BJ4967                          STATION DESCRIPTION
 BJ4967
 BJ4967'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4967'THE STATION IS LOCATED IN BATON ROUGE IN THE EASTERN PART OF THE
 BJ4967'CITY NORTHWEST OF THE U.S. HIGHWAY 61 AND STATE HIGHWAY 37
 BJ4967'INTERCHANGE AND IS SET ON PROPERTY OWNED BY THE LOUISIANA
 BJ4967'DEPARTMENT OF HIGHWAYS.
 BJ4967'
 BJ4967'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND STATE HIGHWAY
 BJ4967'37 INTERCHANGE, DRIVE NORTHWEST ALONG U.S. HIGHWAY 61 FOR 1.1
 BJ4967'MILES TO THE MARK SET LEFT AND WEST OF THE HIGHWAY NEAR A BOX
 BJ4967'CULVERT AND A POWER POLE.
 BJ4967'
 BJ4967'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4967'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4967'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4967'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4967'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4967'ARE STAMPED 17I001 1974.  THE MARK IS 70 FEET WEST OF THE CENTER
 BJ4967'OF THE SOUTH BOUND LANE ON U.S. HIGHWAY 61, 55 FEET SOUTHWEST
 BJ4967'OF A BOX CULVERT, 39 FEET NORTHWEST OF THE CENTER OF A COVER ON A
 BJ4967'CATCH BASIN, 7 FEET EAST OF A POWER POLE (NO. 125L1262), AND 3.5
 BJ4967'FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ4967'
 BJ4967'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4967
 BJ4967                          STATION RECOVERY (1980)
 BJ4967
 BJ4967'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4967'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4967'1974.
 BJ4967
 BJ4967                          STATION RECOVERY (1994)
 BJ4967
 BJ4967'RECOVERY NOTE BY US POWER SQUADRON 1994
 BJ4967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4779 ***********************************************************************
 BJ4779  DESIGNATION -  17I002 LADH 1974
 BJ4779  PID         -  BJ4779
 BJ4779  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4779  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4779
 BJ4779                         *CURRENT SURVEY CONTROL
 BJ4779  ___________________________________________________________________
 BJ4779* NAD 83(1992)-  30 30 03.41757(N)    091 07 47.77661(W)     ADJUSTED  
 BJ4779* NAVD 88     -        18.2    (meters)      60.     (feet)  VERTCON   
 BJ4779  ___________________________________________________________________
 BJ4779  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ4779  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4779
 BJ4779  HORZ ORDER  -  SECOND
 BJ4779
 BJ4779.The horizontal coordinates were established by classical geodetic methods
 BJ4779.and adjusted by the National Geodetic Survey in January 1993..
 BJ4779
 BJ4779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4779
 BJ4779.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4779
 BJ4779.The geoid height was determined by GEOID03.
 BJ4779
 BJ4779;                    North         East     Units Scale Factor Converg.
 BJ4779;SPC LA S     -   221,813.897 1,019,524.830   MT  0.99996371   +0 06 06.1
 BJ4779;SPC LA S     -   727,734.43  3,344,891.05   sFT  0.99996371   +0 06 06.1
 BJ4779;UTM  15      - 3,375,783.554   679,465.962   MT  0.99999734   +0 56 57.9
 BJ4779
 BJ4779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4779!SPC LA S     -   1.00000141  x   0.99996371  =   0.99996512
 BJ4779!UTM  15      -   1.00000141  x   0.99999734  =   0.99999875
 BJ4779
 BJ4779:                Primary Azimuth Mark                     Grid Az
 BJ4779:SPC LA S     -  17I003 LADH 1974                         318 49 36.6
 BJ4779:UTM  15      -  17I003 LADH 1974                         317 58 44.8
 BJ4779
 BJ4779|---------------------------------------------------------------------|
 BJ4779| PID    Reference Object                     Distance      Geod. Az  |
 BJ4779|                                                           dddmmss.s |
 BJ4779| BJ4781 17I003 LADH 1974                    APPROX. 0.8 KM 3185542.7 |
 BJ4779| BJ4780 TP 7                                406.015 METERS 3251208.9 |
 BJ4779|---------------------------------------------------------------------|
 BJ4779
 BJ4779                          SUPERSEDED SURVEY CONTROL
 BJ4779
 BJ4779  NAD 83(1986)-  30 30 03.43561(N)    091 07 47.77431(W) AD(       ) 2
 BJ4779  NAD 27      -  30 30 02.75504(N)    091 07 47.39012(W) AD(       ) 2
 BJ4779  NGVD 29 (07/19/86)   18.2    (m)           60.     (f) VERT ANG       
 BJ4779
 BJ4779.Superseded values are not recommended for survey control.
 BJ4779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4779.See file dsdata.txt to determine how the superseded data were derived.
 BJ4779
 BJ4779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7946675784(NAD 83)
 BJ4779_MARKER: DD = SURVEY DISK
 BJ4779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4779_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4779+STABILITY: SURFACE MOTION
 BJ4779
 BJ4779  HISTORY     - Date     Condition        Report By
 BJ4779  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4779  HISTORY     - 1980     GOOD             LADTD
 BJ4779
 BJ4779                          STATION DESCRIPTION
 BJ4779
 BJ4779'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4779'THE STATION IS LOCATED IN BATON ROUGE IN THE NORTHEASTERN PART
 BJ4779'OF THE CITY JUST NORTH OF THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4779'EVANGELINE STREET.  THE MARK IS SET ON PROPERTY OWNED BY THE
 BJ4779'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4779'
 BJ4779'TO REACH THE STATION FROM THE INTERCHANGE AT U.S. HIGHWAY 61
 BJ4779'AND STATE HIGHWAY 37, DRIVE NORTHWEST ALONG U.S. HIGHWAY 61 FOR
 BJ4779'2 MILES TO THE MARK SET ON THE RIGHT AND NORTHEAST OF THE HIGHWAY
 BJ4779'NEAR A POWER POLE AND A CHAIN-LINK FENCE.
 BJ4779'
 BJ4779'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4779'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4779'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4779'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4779'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4779'ARE STAMPED 17I002 1974.  THE MARK IS 89 FEET SOUTH OF A POWER
 BJ4779'POLE, 53 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE ON
 BJ4779'U.S. HIGHWAY 61, 39 FEET NORTHEAST OF A LIGHT STANDARD, 3 FEET
 BJ4779'WEST OF A CHAIN-LINK FENCE AND 2.5 FEET WEST OF A METAL
 BJ4779'WITNESS POST AND SIGN.
 BJ4779'
 BJ4779'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4779
 BJ4779                          STATION RECOVERY (1980)
 BJ4779
 BJ4779'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4779'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4779'1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4781 ***********************************************************************
 BJ4781  DESIGNATION -  17I003 LADH 1974
 BJ4781  PID         -  BJ4781
 BJ4781  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4781  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4781
 BJ4781                         *CURRENT SURVEY CONTROL
 BJ4781  ___________________________________________________________________
 BJ4781* NAD 83(1992)-  30 30 23.61937(N)    091 08 08.10944(W)     ADJUSTED  
 BJ4781* NAVD 88     -        18.4    (meters)      60.     (feet)  VERTCON   
 BJ4781  ___________________________________________________________________
 BJ4781  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ4781  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4781
 BJ4781  HORZ ORDER  -  SECOND
 BJ4781
 BJ4781.The horizontal coordinates were established by classical geodetic methods
 BJ4781.and adjusted by the National Geodetic Survey in January 1993..
 BJ4781
 BJ4781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4781
 BJ4781.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4781
 BJ4781.The geoid height was determined by GEOID03.
 BJ4781
 BJ4781;                    North         East     Units Scale Factor Converg.
 BJ4781;SPC LA S     -   222,435.033 1,018,981.580   MT  0.99996457   +0 05 56.0
 BJ4781;SPC LA S     -   729,772.27  3,343,108.73   sFT  0.99996457   +0 05 56.0
 BJ4781;UTM  15      - 3,376,396.604   678,913.563   MT  0.99999490   +0 56 48.1
 BJ4781
 BJ4781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4781!SPC LA S     -   1.00000138  x   0.99996457  =   0.99996595
 BJ4781!UTM  15      -   1.00000138  x   0.99999490  =   0.99999628
 BJ4781
 BJ4781:                Primary Azimuth Mark                     Grid Az
 BJ4781:SPC LA S     -  TP 7                                     132 49 09.9
 BJ4781:UTM  15      -  TP 7                                     131 58 17.8
 BJ4781
 BJ4781|---------------------------------------------------------------------|
 BJ4781| PID    Reference Object                     Distance      Geod. Az  |
 BJ4781|                                                           dddmmss.s |
 BJ4781| BJ4780 TP 7                                423.960 METERS 1325505.9 |
 BJ4781| BJ4783 17I004 LADH 1974                    APPROX. 0.8 KM 2930344.0 |
 BJ4781| BJ4782 TP 8                                451.017 METERS 2975943.0 |
 BJ4781|---------------------------------------------------------------------|
 BJ4781
 BJ4781                          SUPERSEDED SURVEY CONTROL
 BJ4781
 BJ4781  NAD 83(1986)-  30 30 23.63744(N)    091 08 08.10709(W) AD(       ) 2
 BJ4781  NAD 27      -  30 30 22.95696(N)    091 08 07.72197(W) AD(       ) 2
 BJ4781  NGVD 29 (07/19/86)   18.4    (m)           60.     (f) VERT ANG       
 BJ4781
 BJ4781.Superseded values are not recommended for survey control.
 BJ4781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4781.See file dsdata.txt to determine how the superseded data were derived.
 BJ4781
 BJ4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7891476397(NAD 83)
 BJ4781_MARKER: DD = SURVEY DISK
 BJ4781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4781_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4781+STABILITY: SURFACE MOTION
 BJ4781
 BJ4781  HISTORY     - Date     Condition        Report By
 BJ4781  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4781  HISTORY     - 1980     GOOD             LADTD
 BJ4781
 BJ4781                          STATION DESCRIPTION
 BJ4781
 BJ4781'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4781'THE STATION IS LOCATED IN BATON ROUGE IN THE NORTHEASTERN PART
 BJ4781'OF THE CITY NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4781'MC CLELLAND DRIVE.  THE MARK IS SET ON THE PROPERTY OWNED BY THE
 BJ4781'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4781'
 BJ4781'TO REACH THE STATION FROM THE INTERCHANGE AT U.S. HIGHWAY 61 AND
 BJ4781'STATE HIGHWAY 37, DRIVE NORTHWEST ALONG U.S. HIGHWAY 61 FOR 2.5
 BJ4781'MILES TO THE MARK SET NORTH OF THE HIGHWAY IN THE NORTHWEST
 BJ4781'QUADRANT OF THE JUNCTION OF U.S. HIGHWAY 61 AND MC CLELLAND DRIVE
 BJ4781'NEAR A LIGHT STANDARD.
 BJ4781'
 BJ4781'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4781'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4781'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4781'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4781'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4781'ARE STAMPED 17I003 1974.  THE MARK IS 58 FEET NORTH OF THE
 BJ4781'NORTHWEST BOUND LANE ON U.S. HIGHWAY 61, 50 FEET
 BJ4781'NORTH-NORTHWEST OF A CONCRETE CULVERT, 35.5 FEET WEST OF THE
 BJ4781'CENTER OF MC CLELLAND DRIVE, 28 FEET NORTH OF A LIGHT STANDARD
 BJ4781'(265), 13 FEET SOUTHWEST OF A 14 INCH WILLOW TREE AND 3.5
 BJ4781'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ4781'
 BJ4781'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4781
 BJ4781                          STATION RECOVERY (1980)
 BJ4781
 BJ4781'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4781'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4781'1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4783 ***********************************************************************
 BJ4783  DESIGNATION -  17I004 LADH 1974
 BJ4783  PID         -  BJ4783
 BJ4783  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4783  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4783
 BJ4783                         *CURRENT SURVEY CONTROL
 BJ4783  ___________________________________________________________________
 BJ4783* NAD 83(1992)-  30 30 33.30562(N)    091 08 34.38674(W)     ADJUSTED  
 BJ4783* NAVD 88     -        17.6    (meters)      58.     (feet)  VERTCON   
 BJ4783  ___________________________________________________________________
 BJ4783  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ4783  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4783
 BJ4783  HORZ ORDER  -  SECOND
 BJ4783
 BJ4783.The horizontal coordinates were established by classical geodetic methods
 BJ4783.and adjusted by the National Geodetic Survey in January 1993..
 BJ4783
 BJ4783.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4783
 BJ4783.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4783
 BJ4783.The geoid height was determined by GEOID03.
 BJ4783
 BJ4783;                    North         East     Units Scale Factor Converg.
 BJ4783;SPC LA S     -   222,732.121 1,018,280.437   MT  0.99996498   +0 05 42.8
 BJ4783;SPC LA S     -   730,746.97  3,340,808.40   sFT  0.99996498   +0 05 42.8
 BJ4783;UTM  15      - 3,376,683.293   678,208.080   MT  0.99999179   +0 56 35.0
 BJ4783
 BJ4783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4783!SPC LA S     -   1.00000151  x   0.99996498  =   0.99996649
 BJ4783!UTM  15      -   1.00000151  x   0.99999179  =   0.99999330
 BJ4783
 BJ4783|---------------------------------------------------------------------|
 BJ4783| PID    Reference Object                     Distance      Geod. Az  |
 BJ4783|                                                           dddmmss.s |
 BJ4783| BJ4782 TP 8                                314.567 METERS 10559     |
 BJ4783| BJ4785 17I005 LADH 1974                    APPROX. 0.7 KM 2811821.1 |
 BJ4783|---------------------------------------------------------------------|
 BJ4783
 BJ4783                          SUPERSEDED SURVEY CONTROL
 BJ4783
 BJ4783  NAD 83(1986)-  30 30 33.32372(N)    091 08 34.38431(W) AD(       ) 2
 BJ4783  NAD 27      -  30 30 32.64343(N)    091 08 33.99841(W) AD(       ) 2
 BJ4783  NGVD 29 (07/19/86)   17.6    (m)           58.     (f) VERT ANG       
 BJ4783
 BJ4783.Superseded values are not recommended for survey control.
 BJ4783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4783.See file dsdata.txt to determine how the superseded data were derived.
 BJ4783
 BJ4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7820876683(NAD 83)
 BJ4783_MARKER: DD = SURVEY DISK
 BJ4783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4783_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4783+STABILITY: SURFACE MOTION
 BJ4783
 BJ4783  HISTORY     - Date     Condition        Report By
 BJ4783  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4783  HISTORY     - 1980     GOOD             LADTD
 BJ4783
 BJ4783                          STATION DESCRIPTION
 BJ4783
 BJ4783'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4783'THE STATION IS LOCATED IN BATON ROUGE IN THE NORTHEASTERN PART OF
 BJ4783'THE CITY JUST EAST OF THE U.S. HIGHWAY 61 AND PLANK ROAD
 BJ4783'INTERCHANGE NEAR THE MIRROR STEAK HOUSE.  THE MARK IS SET ON
 BJ4783'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4783'
 BJ4783'TO REACH THE STATION FROM THE INTERCHANGE AT U.S. HIGHWAY 61
 BJ4783'AND STATE HIGHWAY 37, DRIVE NORTHWEST ALONG U.S. HIGHWAY 61 FOR
 BJ4783'3 MILES TO THE MARK SET ON RIGHT AND NORTH OF THE HIGHWAY NEAR
 BJ4783'A POWER POLE WITH 3 TRANSFORMERS ATTACHED AND THE MIRROR STEAK
 BJ4783'HOUSE.
 BJ4783'
 BJ4783'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4783'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4783'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4783'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4783'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4783'ARE STAMPED 17I004 1974.  THE MARK IS 53 FEET EAST OF A POWER
 BJ4783'POLE (125A276), 40 FEET NORTH OF THE WEST BOUND LANE ON
 BJ4783'U.S. HIGHWAY 61, 26 FEET WEST OF A POWER POLE WITH 3
 BJ4783'TRANSFORMERS ATTACHED, 26 FEET WEST OF A METAL WITNESS POST AND
 BJ4783'SIGN, 19 FEET EAST OF THE CENTER OF A CONCRETE DRIVE LEADING TO
 BJ4783'THE MIRROR STEAK HOUSE AND 4 FEET SOUTH OF A CONCRETE CURB.
 BJ4783'
 BJ4783'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4783
 BJ4783                          STATION RECOVERY (1980)
 BJ4783
 BJ4783'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4783'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4783'1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4785 ***********************************************************************
 BJ4785  DESIGNATION -  17I005 LADH 1974
 BJ4785  PID         -  BJ4785
 BJ4785  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4785  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4785
 BJ4785                         *CURRENT SURVEY CONTROL
 BJ4785  ___________________________________________________________________
 BJ4785* NAD 83(1992)-  30 30 38.03769(N)    091 09 01.72776(W)     ADJUSTED  
 BJ4785* NAVD 88     -        17.5    (meters)      57.     (feet)  VERTCON   
 BJ4785  ___________________________________________________________________
 BJ4785  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4785  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4785
 BJ4785  HORZ ORDER  -  SECOND
 BJ4785
 BJ4785.The horizontal coordinates were established by classical geodetic methods
 BJ4785.and adjusted by the National Geodetic Survey in January 1993..
 BJ4785
 BJ4785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4785
 BJ4785.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4785
 BJ4785.The geoid height was determined by GEOID03.
 BJ4785
 BJ4785;                    North         East     Units Scale Factor Converg.
 BJ4785;SPC LA S     -   222,876.651 1,017,551.214   MT  0.99996519   +0 05 29.1
 BJ4785;SPC LA S     -   731,221.15  3,338,415.94   sFT  0.99996519   +0 05 29.1
 BJ4785;UTM  15      - 3,376,817.021   677,476.780   MT  0.99998858   +0 56 21.3
 BJ4785
 BJ4785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4785!SPC LA S     -   1.00000152  x   0.99996519  =   0.99996671
 BJ4785!UTM  15      -   1.00000152  x   0.99998858  =   0.99999010
 BJ4785
 BJ4785:                Primary Azimuth Mark                     Grid Az
 BJ4785:SPC LA S     -  17I004 LADH 1974                         101 12 38.1
 BJ4785:UTM  15      -  17I004 LADH 1974                         100 21 45.9
 BJ4785
 BJ4785|---------------------------------------------------------------------|
 BJ4785| PID    Reference Object                     Distance      Geod. Az  |
 BJ4785|                                                           dddmmss.s |
 BJ4785| BJ4783 17I004 LADH 1974                    APPROX. 0.7 KM 1011807.2 |
 BJ4785| BJ4784 TP 9                                185.644 METERS 16631     |
 BJ4785| BJ4754 PLANK                               196.537 METERS 17317     |
 BJ4785|---------------------------------------------------------------------|
 BJ4785
 BJ4785                          SUPERSEDED SURVEY CONTROL
 BJ4785
 BJ4785  NAD 83(1986)-  30 30 38.05584(N)    091 09 01.72527(W) AD(       ) 2
 BJ4785  NAD 27      -  30 30 37.37572(N)    091 09 01.33875(W) AD(       ) 2
 BJ4785  NGVD 29 (07/19/86)   17.5    (m)           57.     (f) VERT ANG       
 BJ4785
 BJ4785.Superseded values are not recommended for survey control.
 BJ4785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4785.See file dsdata.txt to determine how the superseded data were derived.
 BJ4785
 BJ4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7747776817(NAD 83)
 BJ4785_MARKER: DD = SURVEY DISK
 BJ4785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4785_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4785+STABILITY: SURFACE MOTION
 BJ4785
 BJ4785  HISTORY     - Date     Condition        Report By
 BJ4785  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4785  HISTORY     - 1980     GOOD             LADTD
 BJ4785
 BJ4785                          STATION DESCRIPTION
 BJ4785
 BJ4785'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4785'THE STATION IS LOCATED IN BATON ROUGE IN THE NORTHEASTERN PART OF
 BJ4785'THE CITY NEAR THE PLANK ROAD INTERCHANGE.  THE MARK IS SET ON
 BJ4785'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4785'
 BJ4785'TO REACH THE STATION FROM THE INTERCHANGE AT THE JUNCTION OF
 BJ4785'U.S. HIGHWAY 61 AND STATE HIGHWAY 37, DRIVE NORTHWEST ALONG
 BJ4785'U.S. HIGHWAY 61 FOR 3.4 MILES TO THE MARK SET ON THE RIGHT AND
 BJ4785'EAST OF THE HIGHWAY NEAR THE OFF RAMP TO THE PLANK ROAD
 BJ4785'INTERCHANGE.
 BJ4785'
 BJ4785'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4785'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4785'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4785'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4785'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4785'ARE STAMPED 17I005 1974.  THE MARK IS 139 FEET NORTHEAST OF A
 BJ4785'LIGHT STANDARD (218), 75 FEET SOUTH OF A LIGHT STANDARD
 BJ4785'(220), 49.5 FEET EAST OF A LIGHT STANDARD (219), 32 FEET
 BJ4785'NORTHEAST OF A METAL DRAIN, 26.5 FEET EAST OF THE CENTER OF
 BJ4785'THE OFF-RAMP IN THE NORTHEAST QUADRANT OF THE PLANK ROAD
 BJ4785'INTERCHANGE, AND 2 FEET SOUTH OF A METAL WITNESS POST AND
 BJ4785'SIGN.
 BJ4785'
 BJ4785'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4785
 BJ4785                          STATION RECOVERY (1980)
 BJ4785
 BJ4785'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4785'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BJ4785'1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4954 ***********************************************************************
 BJ4954  DESIGNATION -  17J001 LADH 1974
 BJ4954  PID         -  BJ4954
 BJ4954  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4954  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4954
 BJ4954                         *CURRENT SURVEY CONTROL
 BJ4954  ___________________________________________________________________
 BJ4954* NAD 83(1992)-  30 27 17.98384(N)    091 04 50.48425(W)     ADJUSTED  
 BJ4954* NAVD 88     -        15.7    (meters)      52.     (feet)  VERTCON   
 BJ4954  ___________________________________________________________________
 BJ4954  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4954  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4954
 BJ4954  HORZ ORDER  -  SECOND
 BJ4954
 BJ4954.The horizontal coordinates were established by classical geodetic methods
 BJ4954.and adjusted by the National Geodetic Survey in January 1993..
 BJ4954
 BJ4954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4954
 BJ4954.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4954
 BJ4954.The geoid height was determined by GEOID03.
 BJ4954
 BJ4954;                    North         East     Units Scale Factor Converg.
 BJ4954;SPC LA S     -   216,729.054 1,024,263.579   MT  0.99995705   +0 07 34.8
 BJ4954;SPC LA S     -   711,051.90  3,360,438.09   sFT  0.99995705   +0 07 34.8
 BJ4954;UTM  15      - 3,370,769.098   684,279.610   MT  1.00001895   +0 58 23.2
 BJ4954
 BJ4954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4954!SPC LA S     -   1.00000180  x   0.99995705  =   0.99995885
 BJ4954!UTM  15      -   1.00000180  x   1.00001895  =   1.00002075
 BJ4954
 BJ4954:                Primary Azimuth Mark                     Grid Az
 BJ4954:SPC LA S     -  BLUE CROSS                               072 13 19.2
 BJ4954:UTM  15      -  BLUE CROSS                               071 22 30.8
 BJ4954
 BJ4954|---------------------------------------------------------------------|
 BJ4954| PID    Reference Object                     Distance      Geod. Az  |
 BJ4954|                                                           dddmmss.s |
 BJ4954| BJ4931 BLUE CROSS                          APPROX. 1.1 KM 0722054.0 |
 BJ4954|---------------------------------------------------------------------|
 BJ4954
 BJ4954                          SUPERSEDED SURVEY CONTROL
 BJ4954
 BJ4954  NAD 83(1986)-  30 27 18.00175(N)    091 04 50.48204(W) AD(       ) 2
 BJ4954  NAD 27      -  30 27 17.31746(N)    091 04 50.10439(W) AD(       ) 2
 BJ4954  NGVD 29 (07/19/86)   15.7    (m)           52.     (f) VERT ANG       
 BJ4954
 BJ4954.Superseded values are not recommended for survey control.
 BJ4954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4954.See file dsdata.txt to determine how the superseded data were derived.
 BJ4954
 BJ4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8428070769(NAD 83)
 BJ4954_MARKER: DD = SURVEY DISK
 BJ4954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4954+STABILITY: SURFACE MOTION
 BJ4954
 BJ4954  HISTORY     - Date     Condition        Report By
 BJ4954  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4954
 BJ4954                          STATION DESCRIPTION
 BJ4954
 BJ4954'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4954'THE STATION IS LOCATED IN BATON ROUGE IN THE EASTERN PART
 BJ4954'OF THE CITY NEAR THE BROADMORE SHOPPING CENTER ON U.S.
 BJ4954'HIGHWAY 190 (FLORIDA AVENUE).  THE STATION MARK IS SET ON
 BJ4954'LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ4954'
 BJ4954'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND U.S.
 BJ4954'HIGHWAY 190 INTERCHANGE, DRIVE EAST-NORTHEAST ALONG U.S.
 BJ4954'HIGHWAY 190 (FLORIDA AVENUE) FOR 0.9 MILE.  THE MARK IS SET
 BJ4954'ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR THE WEST ENTRANCE
 BJ4954'TO THE BROADMORE SHOPPING CENTER AND A POWER POLE.
 BJ4954'
 BJ4954'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4954'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4954'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4954'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4954'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4954'GROUND SURFACE.  THEY ARE STAMPED 17J001 1974.  THE MARK IS
 BJ4954'94.5 FEET WEST OF THE CENTER OF THE WEST ENTRANCE TO THE
 BJ4954'BROADMORE SHOPPING CENTER, 24 FEET WEST OF A POWER POLE, 15
 BJ4954'FEET SOUTH OF THE CENTER OF A SERVICE ROAD, 5 FEET NORTH OF
 BJ4954'A POWER POLE (NO. 47), AND 3 FEET WEST OF A METAL WITNESS
 BJ4954'POST AND SIGN.
 BJ4954'
 BJ4954'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4946 ***********************************************************************
 BJ4946  DESIGNATION -  17K001 LADH 1974
 BJ4946  PID         -  BJ4946
 BJ4946  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4946  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4946
 BJ4946                         *CURRENT SURVEY CONTROL
 BJ4946  ___________________________________________________________________
 BJ4946* NAD 83(1992)-  30 27 31.83473(N)    091 03 23.20503(W)     ADJUSTED  
 BJ4946* NAVD 88     -        14.6    (meters)      48.     (feet)  VERTCON   
 BJ4946  ___________________________________________________________________
 BJ4946  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4946  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4946
 BJ4946  HORZ ORDER  -  SECOND
 BJ4946
 BJ4946.The horizontal coordinates were established by classical geodetic methods
 BJ4946.and adjusted by the National Geodetic Survey in January 1993..
 BJ4946
 BJ4946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4946
 BJ4946.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4946
 BJ4946.The geoid height was determined by GEOID03.
 BJ4946
 BJ4946;                    North         East     Units Scale Factor Converg.
 BJ4946;SPC LA S     -   217,160.946 1,026,590.933   MT  0.99995758   +0 08 18.4
 BJ4946;SPC LA S     -   712,468.87  3,368,073.75   sFT  0.99995758   +0 08 18.4
 BJ4946;UTM  15      - 3,371,235.375   686,600.481   MT  1.00002957   +0 59 07.8
 BJ4946
 BJ4946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4946!SPC LA S     -   1.00000198  x   0.99995758  =   0.99995956
 BJ4946!UTM  15      -   1.00000198  x   1.00002957  =   1.00003155
 BJ4946
 BJ4946:                Primary Azimuth Mark                     Grid Az
 BJ4946:SPC LA S     -  17K002 LADH 1974                         074 47 09.9
 BJ4946:UTM  15      -  17K002 LADH 1974                         073 56 20.5
 BJ4946
 BJ4946|---------------------------------------------------------------------|
 BJ4946| PID    Reference Object                     Distance      Geod. Az  |
 BJ4946|                                                           dddmmss.s |
 BJ4946| BJ4945 17K002 LADH 1974                    APPROX. 0.7 KM 0745528.3 |
 BJ4946|---------------------------------------------------------------------|
 BJ4946
 BJ4946                          SUPERSEDED SURVEY CONTROL
 BJ4946
 BJ4946  NAD 83(1986)-  30 27 31.85253(N)    091 03 23.20282(W) AD(       ) 2
 BJ4946  NAD 27      -  30 27 31.16810(N)    091 03 22.82754(W) AD(       ) 2
 BJ4946  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 BJ4946
 BJ4946.Superseded values are not recommended for survey control.
 BJ4946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4946.See file dsdata.txt to determine how the superseded data were derived.
 BJ4946
 BJ4946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8660071235(NAD 83)
 BJ4946_MARKER: DD = SURVEY DISK
 BJ4946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4946+STABILITY: SURFACE MOTION
 BJ4946
 BJ4946  HISTORY     - Date     Condition        Report By
 BJ4946  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4946
 BJ4946                          STATION DESCRIPTION
 BJ4946
 BJ4946'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4946'THE STATION IS LOCATED IN BATON ROUGE IN THE EASTERN PART
 BJ4946'OF THE CITY NEAR THE SHERWOOD FOREST ANIMAL HOSPITAL.  THE
 BJ4946'STATION MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4946'PROPERTY ON U.S. HIGHWAY 190 (FLORIDA AVENUE).
 BJ4946'
 BJ4946'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 (AIRLINE) AND
 BJ4946'U.S. HIGHWAY 190 (FLORIDA AVENUE) INTERCHANGE, DRIVE EAST
 BJ4946'ALONG U.S. HIGHWAY 190 FOR 2.4 MILES TO THE MARK SET ON THE
 BJ4946'RIGHT AND SOUTH OF THE HIGHWAY NEAR A POWER POLE.
 BJ4946'
 BJ4946'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4946'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4946'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4946'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4946'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4946'GROUND SURFACE.  THEY ARE STAMPED 17K001 1974.  THE MARK IS
 BJ4946'88 FEET EAST OF THE CENTER OF A SHELL DRIVE LEADING TO THE
 BJ4946'SHERWOOD FOREST ANIMAL HOSPITAL, 69.5 FEET WEST OF THE CENTER
 BJ4946'OF A CONCRETE DRIVE LEADING TO A BRICK HOUSE, 15 FEET SOUTH
 BJ4946'OF THE CENTER OF A SERVICE ROAD, 5 FEET NORTHWEST OF A POWER
 BJ4946'POLE (NO. 73) AND 3 FEET EAST OF A METAL WITNESS POST AND
 BJ4946'SIGN.
 BJ4946'
 BJ4946'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4945 ***********************************************************************
 BJ4945  DESIGNATION -  17K002 LADH 1974
 BJ4945  PID         -  BJ4945
 BJ4945  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4945  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4945
 BJ4945                         *CURRENT SURVEY CONTROL
 BJ4945  ___________________________________________________________________
 BJ4945* NAD 83(1992)-  30 27 37.82842(N)    091 02 57.51625(W)     ADJUSTED  
 BJ4945* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 BJ4945  ___________________________________________________________________
 BJ4945  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ4945  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4945
 BJ4945  HORZ ORDER  -  SECOND
 BJ4945
 BJ4945.The horizontal coordinates were established by classical geodetic methods
 BJ4945.and adjusted by the National Geodetic Survey in January 1993..
 BJ4945
 BJ4945.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4945
 BJ4945.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4945
 BJ4945.The geoid height was determined by GEOID03.
 BJ4945
 BJ4945;                    North         East     Units Scale Factor Converg.
 BJ4945;SPC LA S     -   217,347.187 1,027,275.759   MT  0.99995781   +0 08 31.3
 BJ4945;SPC LA S     -   713,079.90  3,370,320.55   sFT  0.99995781   +0 08 31.3
 BJ4945;UTM  15      - 3,371,431.735   687,282.529   MT  1.00003272   +0 59 21.0
 BJ4945
 BJ4945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4945!SPC LA S     -   1.00000215  x   0.99995781  =   0.99995996
 BJ4945!UTM  15      -   1.00000215  x   1.00003272  =   1.00003487
 BJ4945
 BJ4945:                Primary Azimuth Mark                     Grid Az
 BJ4945:SPC LA S     -  17K003 LADH 1974                         083 19 22.7
 BJ4945:UTM  15      -  17K003 LADH 1974                         082 28 33.0
 BJ4945
 BJ4945|---------------------------------------------------------------------|
 BJ4945| PID    Reference Object                     Distance      Geod. Az  |
 BJ4945|                                                           dddmmss.s |
 BJ4945| BJ4943 17K003 LADH 1974                    APPROX. 0.9 KM 0832754.0 |
 BJ4945|---------------------------------------------------------------------|
 BJ4945
 BJ4945                          SUPERSEDED SURVEY CONTROL
 BJ4945
 BJ4945  NAD 83(1986)-  30 27 37.84619(N)    091 02 57.51401(W) AD(       ) 2
 BJ4945  NAD 27      -  30 27 37.16171(N)    091 02 57.13956(W) AD(       ) 2
 BJ4945  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 BJ4945
 BJ4945.Superseded values are not recommended for survey control.
 BJ4945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4945.See file dsdata.txt to determine how the superseded data were derived.
 BJ4945
 BJ4945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8728371432(NAD 83)
 BJ4945_MARKER: DD = SURVEY DISK
 BJ4945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4945+STABILITY: SURFACE MOTION
 BJ4945
 BJ4945  HISTORY     - Date     Condition        Report By
 BJ4945  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4945  HISTORY     - 19940528 GOOD             USPSQD
 BJ4945
 BJ4945                          STATION DESCRIPTION
 BJ4945
 BJ4945'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4945'THE STATION IS LOCATED IN BATON ROUGE IN THE EASTERN PART
 BJ4945'OF THE CITY ON U.S. HIGHWAY 190 (FLORIDA BLVD.) NEAR THE
 BJ4945'SHERWOOD FOREST SUBDIVISION.  THE MARK IS SET ON LOUISIANA
 BJ4945'DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ4945'
 BJ4945'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY
 BJ4945'61 (AIRLINE) AND U.S. HIGHWAY 190 (FLORIDA BLVD.), GO EAST
 BJ4945'ALONG U.S. HIGHWAY 190 FOR 2.8 MILES TO A BRIDGE AND THE
 BJ4945'STATION SET ON THE LEFT AND NORTH OF THE HIGHWAY.
 BJ4945'
 BJ4945'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4945'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4945'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4945'WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP
 BJ4945'OF AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES
 BJ4945'BELOW THE GROUND SURFACE.  THEY ARE STAMPED 17K002 1974.  THE
 BJ4945'MARK IS 41.5 FEET WEST OF THE CENTER OF A BRIDGE, 15.5 FEET
 BJ4945'NORTH OF THE CENTER OF A SERVICE ROAD, 3 FEET SOUTHWEST OF
 BJ4945'THE WEST END OF A BRIDGE AND 2 FEET WEST OF A METAL WITNESS
 BJ4945'POST AND SIGN.
 BJ4945'
 BJ4945'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4945
 BJ4945                          STATION RECOVERY (1994)
 BJ4945
 BJ4945'RECOVERY NOTE BY US POWER SQUADRON 1994
 BJ4945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4943 ***********************************************************************
 BJ4943  DESIGNATION -  17K003 LADH 1974
 BJ4943  PID         -  BJ4943
 BJ4943  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4943  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4943
 BJ4943                         *CURRENT SURVEY CONTROL
 BJ4943  ___________________________________________________________________
 BJ4943* NAD 83(1992)-  30 27 41.04330(N)    091 02 25.10901(W)     ADJUSTED  
 BJ4943* NAVD 88     -        13.4    (meters)      44.     (feet)  VERTCON   
 BJ4943  ___________________________________________________________________
 BJ4943  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4943  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4943
 BJ4943  HORZ ORDER  -  SECOND
 BJ4943
 BJ4943.The horizontal coordinates were established by classical geodetic methods
 BJ4943.and adjusted by the National Geodetic Survey in January 1993..
 BJ4943
 BJ4943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4943
 BJ4943.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4943
 BJ4943.The geoid height was determined by GEOID03.
 BJ4943
 BJ4943;                    North         East     Units Scale Factor Converg.
 BJ4943;SPC LA S     -   217,448.360 1,028,139.999   MT  0.99995794   +0 08 47.5
 BJ4943;SPC LA S     -   713,411.83  3,373,155.98   sFT  0.99995794   +0 08 47.5
 BJ4943;UTM  15      - 3,371,545.684   688,145.245   MT  1.00003671   +0 59 37.6
 BJ4943
 BJ4943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4943!SPC LA S     -   1.00000216  x   0.99995794  =   0.99996010
 BJ4943!UTM  15      -   1.00000216  x   1.00003671  =   1.00003887
 BJ4943
 BJ4943:                Primary Azimuth Mark                     Grid Az
 BJ4943:SPC LA S     -  17 K 004                                 077 41 20.8
 BJ4943:UTM  15      -  17 K 004                                 076 50 30.7
 BJ4943
 BJ4943|---------------------------------------------------------------------|
 BJ4943| PID    Reference Object                     Distance      Geod. Az  |
 BJ4943|                                                           dddmmss.s |
 BJ4943| BJ0870 17 K 004                            APPROX. 1.9 KM 0775008.3 |
 BJ4943|---------------------------------------------------------------------|
 BJ4943
 BJ4943                          SUPERSEDED SURVEY CONTROL
 BJ4943
 BJ4943  NAD 83(1986)-  30 27 41.06104(N)    091 02 25.10676(W) AD(       ) 2
 BJ4943  NAD 27      -  30 27 40.37644(N)    091 02 24.73326(W) AD(       ) 2
 BJ4943  NGVD 29 (07/19/86)   13.4    (m)           44.     (f) VERT ANG       
 BJ4943
 BJ4943.Superseded values are not recommended for survey control.
 BJ4943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4943.See file dsdata.txt to determine how the superseded data were derived.
 BJ4943
 BJ4943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8814571546(NAD 83)
 BJ4943_MARKER: DD = SURVEY DISK
 BJ4943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4943+STABILITY: SURFACE MOTION
 BJ4943
 BJ4943  HISTORY     - Date     Condition        Report By
 BJ4943  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4943  HISTORY     - 19940528 GOOD             USPSQD
 BJ4943
 BJ4943                          STATION DESCRIPTION
 BJ4943
 BJ4943'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4943'THE STATION IS LOCATED NEAR BATON ROUGE EAST OF THE CITY
 BJ4943'ON U.S. HIGHWAY 190 NEAR SHELBY DRIVE.  THE MARK IS SET ON
 BJ4943'LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ4943'
 BJ4943'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND U.S. HIGHWAY
 BJ4943'190 (FLORIDA BLVD.) INTERCHANGE, GO EAST ALONG U.S. HIGHWAY
 BJ4943'190 FOR 3.3 MILES TO THE MARK SET ON THE RIGHT AND
 BJ4943'SOUTH OF THE HIGHWAY NEAR A POWER POLE AND AN OAK TREE.
 BJ4943'
 BJ4943'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4943'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4943'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4943'WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP
 BJ4943'OF AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES
 BJ4943'BELOW THE GROUND SURFACE.  THEY ARE STAMPED 17K003 1974.  THE
 BJ4943'MARK IS 206 FEET WEST OF THE CENTER OF SHELBY DRIVE, 21 FEET
 BJ4943'NORTH OF A 24 INCH OAK TREE, 16.5 FEET SOUTH OF THE CENTER OF
 BJ4943'A SERVICE ROAD, 3 FEET NORTH OF A POWER POLE (NO. SS64-6) AND
 BJ4943'2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ4943'
 BJ4943'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4943
 BJ4943                          STATION RECOVERY (1994)
 BJ4943
 BJ4943'RECOVERY NOTE BY US POWER SQUADRON 1994
 BJ4943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4941 ***********************************************************************
 BJ4941  DESIGNATION -  17K005 LADH 1974
 BJ4941  PID         -  BJ4941
 BJ4941  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4941  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4941
 BJ4941                         *CURRENT SURVEY CONTROL
 BJ4941  ___________________________________________________________________
 BJ4941* NAD 83(1992)-  30 27 56.24888(N)    091 00 49.41512(W)     ADJUSTED  
 BJ4941* NAVD 88     -        13.7    (meters)      45.     (feet)  VERTCON   
 BJ4941  ___________________________________________________________________
 BJ4941  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4941  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4941
 BJ4941  HORZ ORDER  -  SECOND
 BJ4941
 BJ4941.The horizontal coordinates were established by classical geodetic methods
 BJ4941.and adjusted by the National Geodetic Survey in January 1993..
 BJ4941
 BJ4941.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4941
 BJ4941.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4941
 BJ4941.The geoid height was determined by GEOID03.
 BJ4941
 BJ4941;                    North         East     Units Scale Factor Converg.
 BJ4941;SPC LA S     -   217,923.411 1,030,691.392   MT  0.99995853   +0 09 35.3
 BJ4941;SPC LA S     -   714,970.39  3,381,526.68   sFT  0.99995853   +0 09 35.3
 BJ4941;UTM  15      - 3,372,058.461   690,689.548   MT  1.00004860   +1 00 26.6
 BJ4941
 BJ4941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4941!SPC LA S     -   1.00000211  x   0.99995853  =   0.99996064
 BJ4941!UTM  15      -   1.00000211  x   1.00004860  =   1.00005071
 BJ4941
 BJ4941:                Primary Azimuth Mark                     Grid Az
 BJ4941:SPC LA S     -  17 K 006                                 078 47 26.3
 BJ4941:UTM  15      -  17 K 006                                 077 56 35.0
 BJ4941
 BJ4941|---------------------------------------------------------------------|
 BJ4941| PID    Reference Object                     Distance      Geod. Az  |
 BJ4941|                                                           dddmmss.s |
 BJ4941| BJ0872 17 K 006                            APPROX. 1.3 KM 0785701.6 |
 BJ4941|---------------------------------------------------------------------|
 BJ4941
 BJ4941                          SUPERSEDED SURVEY CONTROL
 BJ4941
 BJ4941  NAD 83(1986)-  30 27 56.26656(N)    091 00 49.41286(W) AD(       ) 2
 BJ4941  NAD 27      -  30 27 55.58206(N)    091 00 49.04222(W) AD(       ) 2
 BJ4941  NGVD 29 (07/19/86)   13.7    (m)           45.     (f) VERT ANG       
 BJ4941
 BJ4941.Superseded values are not recommended for survey control.
 BJ4941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4941.See file dsdata.txt to determine how the superseded data were derived.
 BJ4941
 BJ4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9069072058(NAD 83)
 BJ4941_MARKER: DD = SURVEY DISK
 BJ4941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4941+STABILITY: SURFACE MOTION
 BJ4941
 BJ4941  HISTORY     - Date     Condition        Report By
 BJ4941  HISTORY     - 1974     MONUMENTED       LADTD
 BJ4941  HISTORY     - 20020515 MARK NOT FOUND   INDIV
 BJ4941  HISTORY     - 20050714 GOOD             SJB
 BJ4941
 BJ4941                          STATION DESCRIPTION
 BJ4941
 BJ4941'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4941'THE STATION IS LOCATED NEAR BATON ROUGE EAST OF THE CITY
 BJ4941'ON U.S. HIGHWAY 190 NEAR THE JUNCTION WITH GLORIA DRIVE.  THE
 BJ4941'MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ4941'
 BJ4941'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND U.S. HIGHWAY
 BJ4941'190 INTERCHANGE IN EAST BATON ROUGE GO EAST ALONG U.S. HIGHWAY
 BJ4941'190 FOR 4.9 MILES TO THE MARK SET ON THE RIGHT AND SOUTH
 BJ4941'OF THE HIGHWAY NEAR A POWER POLE AND GLORIA DRIVE.
 BJ4941'
 BJ4941'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4941'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4941'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4941'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4941'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ4941'THE GROUND SURFACE.  THEY ARE STAMPED 17K005 1974.  THE MARK
 BJ4941'IS 45.5 FEET EAST OF THE CENTER OF GLORIA DRIVE, 15.5 FEET
 BJ4941'SOUTH OF THE CENTER OF A SERVICE ROAD, 4.5 FEET NORTH OF A
 BJ4941'POWER POLE (NO. 96) AND 2.5 FEET EAST OF A METAL WITNESS POST
 BJ4941'AND SIGN.
 BJ4941'
 BJ4941'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4941
 BJ4941                          STATION RECOVERY (2002)
 BJ4941
 BJ4941'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 BJ4941'SAW A HOLE WHERE THE MARK SHOULD HAVE BEEN
 BJ4941
 BJ4941                          STATION RECOVERY (2005)
 BJ4941
 BJ4941'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ4941'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4956 ***********************************************************************
 BJ4956  DESIGNATION -  17L001 LADH 1975
 BJ4956  PID         -  BJ4956
 BJ4956  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4956  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4956
 BJ4956                         *CURRENT SURVEY CONTROL
 BJ4956  ___________________________________________________________________
 BJ4956* NAD 83(1992)-  30 25 04.57731(N)    091 05 15.61668(W)     ADJUSTED  
 BJ4956* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 BJ4956  ___________________________________________________________________
 BJ4956  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ4956  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4956
 BJ4956  HORZ ORDER  -  SECOND
 BJ4956
 BJ4956.The horizontal coordinates were established by classical geodetic methods
 BJ4956.and adjusted by the National Geodetic Survey in January 1993..
 BJ4956
 BJ4956.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4956
 BJ4956.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4956
 BJ4956.The geoid height was determined by GEOID03.
 BJ4956
 BJ4956;                    North         East     Units Scale Factor Converg.
 BJ4956;SPC LA S     -   212,619.619 1,023,601.917   MT  0.99995215   +0 07 22.2
 BJ4956;SPC LA S     -   697,569.53  3,358,267.29   sFT  0.99995215   +0 07 22.2
 BJ4956;UTM  15      - 3,366,650.080   683,678.674   MT  1.00001623   +0 58 06.6
 BJ4956
 BJ4956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4956!SPC LA S     -   1.00000227  x   0.99995215  =   0.99995442
 BJ4956!UTM  15      -   1.00000227  x   1.00001623  =   1.00001850
 BJ4956
 BJ4956:                Primary Azimuth Mark                     Grid Az
 BJ4956:SPC LA S     -  17L002 LADH 1975                         255 07 20.4
 BJ4956:UTM  15      -  17L002 LADH 1975                         254 16 36.0
 BJ4956
 BJ4956|---------------------------------------------------------------------|
 BJ4956| PID    Reference Object                     Distance      Geod. Az  |
 BJ4956|                                                           dddmmss.s |
 BJ4956| BJ4960 17L002 LADH 1975                    443.801 METERS 2551442.6 |
 BJ4956|---------------------------------------------------------------------|
 BJ4956
 BJ4956                          SUPERSEDED SURVEY CONTROL
 BJ4956
 BJ4956  NAD 83(1986)-  30 25 04.59525(N)    091 05 15.61474(W) AD(       ) 2
 BJ4956  NAD 27      -  30 25 03.90772(N)    091 05 15.23615(W) AD(       ) 2
 BJ4956  NGVD 29 (07/19/86)   12.7    (m)           42.     (f) VERT ANG       
 BJ4956
 BJ4956.Superseded values are not recommended for survey control.
 BJ4956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4956.See file dsdata.txt to determine how the superseded data were derived.
 BJ4956
 BJ4956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8367966650(NAD 83)
 BJ4956_MARKER: DD = SURVEY DISK
 BJ4956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4956+STABILITY: SURFACE MOTION
 BJ4956
 BJ4956  HISTORY     - Date     Condition        Report By
 BJ4956  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4956
 BJ4956                          STATION DESCRIPTION
 BJ4956
 BJ4956'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4956'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF DOWNTOWN
 BJ4956'BATON ROUGE AND IS SET ON PROPERTY OWNED BY THE LOUISIANA
 BJ4956'DEPARTMENT OF HIGHWAYS.
 BJ4956'
 BJ4956'TO REACH THE STATION FROM THE INTERSTATE 10 AND INTERSTATE
 BJ4956'12 INTERCHANGE, DRIVE EAST-NORTHEAST ALONG INTERSTATE 12
 BJ4956'FOR 1.8 MILES TO THE MARK SET ON THE RIGHT AND SOUTHEAST OF
 BJ4956'THE HIGHWAY NEAR THE WESTMINISTER APARTMENT COMPLEX AND
 BJ4956'THE JUNCTION WITH STATE HIGHWAY 73.
 BJ4956'
 BJ4956'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4956'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN
 BJ4956'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4956'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4956'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4956'GROUND SURFACE.  THEY ARE STAMPED 17L001 1975.  THE MARK IS
 BJ4956'178 FEET EAST-NORTHEAST OF A LIGHT STANDARD (729), 49.5
 BJ4956'FEET SOUTHEAST OF THE CENTER OF THE APPROACH RAMP TO
 BJ4956'INTERSTATE 12 FROM STATE HIGHWAY 73, 28.5 FEET SOUTH OF
 BJ4956'LIGHT STANDARD 730, 4.5 FEET WEST OF A METAL WITNESS POST
 BJ4956'AND SIGN AND 4 FEET NORTHWEST OF A CHAIN-LINK FENCE.
 BJ4956'
 BJ4956'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4960 ***********************************************************************
 BJ4960  DESIGNATION -  17L002 LADH 1975
 BJ4960  PID         -  BJ4960
 BJ4960  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4960  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4960
 BJ4960                         *CURRENT SURVEY CONTROL
 BJ4960  ___________________________________________________________________
 BJ4960* NAD 83(1992)-  30 25 00.90659(N)    091 05 31.69696(W)     ADJUSTED  
 BJ4960* NAVD 88     -        11.2    (meters)      37.     (feet)  VERTCON   
 BJ4960  ___________________________________________________________________
 BJ4960  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ4960  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4960
 BJ4960  HORZ ORDER  -  SECOND
 BJ4960
 BJ4960.The horizontal coordinates were established by classical geodetic methods
 BJ4960.and adjusted by the National Geodetic Survey in January 1993..
 BJ4960
 BJ4960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4960
 BJ4960.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4960
 BJ4960.The geoid height was determined by GEOID03.
 BJ4960
 BJ4960;                    North         East     Units Scale Factor Converg.
 BJ4960;SPC LA S     -   212,505.675 1,023,173.014   MT  0.99995202   +0 07 14.2
 BJ4960;SPC LA S     -   697,195.70  3,356,860.13   sFT  0.99995202   +0 07 14.2
 BJ4960;UTM  15      - 3,366,529.811   683,251.472   MT  1.00001429   +0 57 58.3
 BJ4960
 BJ4960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4960!SPC LA S     -   1.00000251  x   0.99995202  =   0.99995453
 BJ4960!UTM  15      -   1.00000251  x   1.00001429  =   1.00001680
 BJ4960
 BJ4960:                Primary Azimuth Mark                     Grid Az
 BJ4960:SPC LA S     -  17L001 LADH 1975                         075 07 20.3
 BJ4960:UTM  15      -  17L001 LADH 1975                         074 16 36.2
 BJ4960
 BJ4960|---------------------------------------------------------------------|
 BJ4960| PID    Reference Object                     Distance      Geod. Az  |
 BJ4960|                                                           dddmmss.s |
 BJ4960| BJ4956 17L001 LADH 1975                    443.801 METERS 0751434.5 |
 BJ4960| BJ4961 17L003 LADH 1975                    APPROX. 0.8 KM 2763229.2 |
 BJ4960|---------------------------------------------------------------------|
 BJ4960
 BJ4960                          SUPERSEDED SURVEY CONTROL
 BJ4960
 BJ4960  NAD 83(1986)-  30 25 00.92454(N)    091 05 31.69507(W) AD(       ) 2
 BJ4960  NAD 27      -  30 25 00.23720(N)    091 05 31.31604(W) AD(       ) 2
 BJ4960  NGVD 29 (07/19/86)   11.2    (m)           37.     (f) VERT ANG       
 BJ4960
 BJ4960.Superseded values are not recommended for survey control.
 BJ4960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4960.See file dsdata.txt to determine how the superseded data were derived.
 BJ4960
 BJ4960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8325166530(NAD 83)
 BJ4960_MARKER: DD = SURVEY DISK
 BJ4960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4960+STABILITY: SURFACE MOTION
 BJ4960
 BJ4960  HISTORY     - Date     Condition        Report By
 BJ4960  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4960
 BJ4960                          STATION DESCRIPTION
 BJ4960
 BJ4960'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4960'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF DOWNTOWN
 BJ4960'BATON ROUGE.  THE MARK IS SET ON PROPERTY OWNED BY THE
 BJ4960'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4960'
 BJ4960'TO REACH THE STATION FROM THE INTERSTATE 10 AND INTERSTATE 12
 BJ4960'INTERCHANGE, DRIVE NORTH-NORTHEAST ALONG INTERSTATE 12 FOR
 BJ4960'1.6 MILES TO THE MARK SET ON THE RIGHT AND SOUTHEAST OF THE
 BJ4960'HIGHWAY NEAR A RIGHT-OF-WAY FENCE.
 BJ4960'
 BJ4960'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4960'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4960'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4960'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4960'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ4960'THE GROUND SURFACE.  THEY ARE STAMPED 17L002 1975.  THE MARK
 BJ4960'IS 62 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE EAST BOUND
 BJ4960'LANE ON INTERSTATE 12, 38.5 FEET SOUTH OF THE WEST END OF
 BJ4960'A GUARD RAIL, 36 FEET SOUTH-SOUTHEAST OF A LIGHT STANDARD
 BJ4960'(718), 9 FEET NORTH OF A RIGHT-OF-WAY FENCE AND 2 FEET NORTH
 BJ4960'OF A METAL WITNESS POST AND SIGN.
 BJ4960'
 BJ4960'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4961 ***********************************************************************
 BJ4961  DESIGNATION -  17L003 LADH 1975
 BJ4961  PID         -  BJ4961
 BJ4961  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4961  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4961
 BJ4961                         *CURRENT SURVEY CONTROL
 BJ4961  ___________________________________________________________________
 BJ4961* NAD 83(1992)-  30 25 03.81311(N)    091 06 00.95243(W)     ADJUSTED  
 BJ4961* NAVD 88     -         9.8    (meters)      32.     (feet)  VERTCON   
 BJ4961  ___________________________________________________________________
 BJ4961  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ4961  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4961
 BJ4961  HORZ ORDER  -  SECOND
 BJ4961
 BJ4961.The horizontal coordinates were established by classical geodetic methods
 BJ4961.and adjusted by the National Geodetic Survey in January 1993..
 BJ4961
 BJ4961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4961
 BJ4961.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4961
 BJ4961.The geoid height was determined by GEOID03.
 BJ4961
 BJ4961;                    North         East     Units Scale Factor Converg.
 BJ4961;SPC LA S     -   212,593.559 1,022,392.072   MT  0.99995212   +0 06 59.5
 BJ4961;SPC LA S     -   697,484.03  3,354,297.99   sFT  0.99995212   +0 06 59.5
 BJ4961;UTM  15      - 3,366,606.166   682,469.271   MT  1.00001076   +0 57 43.6
 BJ4961
 BJ4961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4961!SPC LA S     -   1.00000273  x   0.99995212  =   0.99995485
 BJ4961!UTM  15      -   1.00000273  x   1.00001076  =   1.00001349
 BJ4961
 BJ4961:                Primary Azimuth Mark                     Grid Az
 BJ4961:SPC LA S     -  17L004 LADH 1975                         272 59 22.3
 BJ4961:UTM  15      -  17L004 LADH 1975                         272 08 38.2
 BJ4961
 BJ4961|---------------------------------------------------------------------|
 BJ4961| PID    Reference Object                     Distance      Geod. Az  |
 BJ4961|                                                           dddmmss.s |
 BJ4961| BJ4965 17L004 LADH 1975                    APPROX. 1.5 KM 2730621.8 |
 BJ4961|---------------------------------------------------------------------|
 BJ4961
 BJ4961                          SUPERSEDED SURVEY CONTROL
 BJ4961
 BJ4961  NAD 83(1986)-  30 25 03.83108(N)    091 06 00.95050(W) AD(       ) 2
 BJ4961  NAD 27      -  30 25 03.14396(N)    091 06 00.57045(W) AD(       ) 2
 BJ4961  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 BJ4961
 BJ4961.Superseded values are not recommended for survey control.
 BJ4961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4961.See file dsdata.txt to determine how the superseded data were derived.
 BJ4961
 BJ4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8246966606(NAD 83)
 BJ4961_MARKER: DD = SURVEY DISK
 BJ4961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4961+STABILITY: SURFACE MOTION
 BJ4961
 BJ4961  HISTORY     - Date     Condition        Report By
 BJ4961  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4961
 BJ4961                          STATION DESCRIPTION
 BJ4961
 BJ4961'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4961'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF DOWNTOWN
 BJ4961'BATON ROUGE.  THE MARK IS SET ON PROPERTY OWNED BY THE
 BJ4961'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4961'
 BJ4961'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY
 BJ4961'61 AND INTERSTATE 12, DRIVE WEST ALONG INTERSTATE 12 FOR
 BJ4961'1.5 MILES TO THE MARK SET ON THE RIGHT AND NORTH OF THE
 BJ4961'HIGHWAY NEAR A FENCE CORNER AND THE RAMP LEADING TO
 BJ4961'INTERSTATE 12 FROM STATE HIGHWAY 73.
 BJ4961'
 BJ4961'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4961'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET
 BJ4961'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4961'PROJECTS 2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP
 BJ4961'OF AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES
 BJ4961'BELOW THE GROUND SURFACE.  THEY ARE STAMPED 17L003
 BJ4961'1975.  THE MARK IS 92.5 FEET WEST OF A LIGHT STANDARD
 BJ4961'(669), 75 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE
 BJ4961'ON INTERSTATE 12, 4 FEET EAST OF A CONCRETE HIGHWAY
 BJ4961'RIGHT-OF-WAY MARKER, 3.5 FEET EAST-NORTHEAST OF A FENCE
 BJ4961'CORNER AND 3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ4961'
 BJ4961'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4965 ***********************************************************************
 BJ4965  DESIGNATION -  17L004 LADH 1975
 BJ4965  PID         -  BJ4965
 BJ4965  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4965  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4965
 BJ4965                         *CURRENT SURVEY CONTROL
 BJ4965  ___________________________________________________________________
 BJ4965* NAD 83(1992)-  30 25 06.52467(N)    091 06 58.68502(W)     ADJUSTED  
 BJ4965* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 BJ4965  ___________________________________________________________________
 BJ4965  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ4965  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4965
 BJ4965  HORZ ORDER  -  SECOND
 BJ4965
 BJ4965.The horizontal coordinates were established by classical geodetic methods
 BJ4965.and adjusted by the National Geodetic Survey in January 1993..
 BJ4965
 BJ4965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4965
 BJ4965.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4965
 BJ4965.The geoid height was determined by GEOID03.
 BJ4965
 BJ4965;                    North         East     Units Scale Factor Converg.
 BJ4965;SPC LA S     -   212,674.030 1,020,851.178   MT  0.99995221   +0 06 30.7
 BJ4965;SPC LA S     -   697,748.05  3,349,242.57   sFT  0.99995221   +0 06 30.7
 BJ4965;UTM  15      - 3,366,663.892   680,927.272   MT  1.00000385   +0 57 14.4
 BJ4965
 BJ4965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4965!SPC LA S     -   1.00000144  x   0.99995221  =   0.99995365
 BJ4965!UTM  15      -   1.00000144  x   1.00000385  =   1.00000529
 BJ4965
 BJ4965:                Primary Azimuth Mark                     Grid Az
 BJ4965:SPC LA S     -  BATON ROUGE TV STA WBRZ MAST             283 02 00.5
 BJ4965:UTM  15      -  BATON ROUGE TV STA WBRZ MAST             282 11 16.8
 BJ4965
 BJ4965|---------------------------------------------------------------------|
 BJ4965| PID    Reference Object                     Distance      Geod. Az  |
 BJ4965|                                                           dddmmss.s |
 BJ4965| BJ5053 BATON ROUGE TV STA WBRZ MAST        APPROX. 6.8 KM 2830831.2 |
 BJ4965| BJ4968 DAWSON LADH 1970 AZ MK              APPROX. 0.9 KM 2922025.6 |
 BJ4965| BJ5051 BATON ROUGE TV STA WAFB MAST        APPROX. 6.9 KM 2933110.0 |
 BJ4965|---------------------------------------------------------------------|
 BJ4965
 BJ4965                          SUPERSEDED SURVEY CONTROL
 BJ4965
 BJ4965  NAD 83(1986)-  30 25 06.54270(N)    091 06 58.68306(W) AD(       ) 2
 BJ4965  NAD 27      -  30 25 05.85531(N)    091 06 58.30121(W) AD(       ) 2
 BJ4965  NGVD 29 (07/19/86)   18.0    (m)           59.     (f) VERT ANG       
 BJ4965
 BJ4965.Superseded values are not recommended for survey control.
 BJ4965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4965.See file dsdata.txt to determine how the superseded data were derived.
 BJ4965
 BJ4965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8092766664(NAD 83)
 BJ4965_MARKER: DD = SURVEY DISK
 BJ4965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4965+STABILITY: SURFACE MOTION
 BJ4965
 BJ4965  HISTORY     - Date     Condition        Report By
 BJ4965  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4965
 BJ4965                          STATION DESCRIPTION
 BJ4965
 BJ4965'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4965'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF DOWNTOWN
 BJ4965'BATON ROUGE.  THE MARK IS SET ON PROPERTY OWNED BY THE
 BJ4965'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4965'
 BJ4965'TO REACH THE STATION FROM THE ESSEN LANE INTERCHANGE ON
 BJ4965'INTERSTATE 10, DRIVE NORTHWEST ALONG INTERSTATE 10 FOR
 BJ4965'1.2 MILES TO THE OVERPASS OVER INTERSTATE 12.  THE MARK IS
 BJ4965'SET NEAR THE NORTHEAST CORNER OF THE OVERPASS.
 BJ4965'
 BJ4965'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4965'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN
 BJ4965'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4965'2 INCHES.  THE SUB-SURFACE MARK DISK IS SE IN TOP OF AN
 BJ4965'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4965'GROUND SURFACE.  THEY ARE STAMPED 17L004 1975.  THE MARK IS
 BJ4965'90 FEET EAST OF THE NORTHWEST CORNER OF THE OVERPASS, 26.5
 BJ4965'FEET NORTH-NORTHEAST OF THE CENTER OF THE WEST BOUND LANE
 BJ4965'ON INTERSTATE 10, 18 FEET WEST OF THE NORTH END OF THE
 BJ4965'EAST GUARD RAIL, 2.5 FEET NORTH OF THE NORTHEAST CORNER OF
 BJ4965'THE OVERPASS AND 2 FEET NORTHWEST OF A METAL WITNESS POST
 BJ4965'AND SIGN.
 BJ4965'
 BJ4965'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4964 ***********************************************************************
 BJ4964  DESIGNATION -  17M001 LADH 1975
 BJ4964  PID         -  BJ4964
 BJ4964  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4964  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4964
 BJ4964                         *CURRENT SURVEY CONTROL
 BJ4964  ___________________________________________________________________
 BJ4964* NAD 83(1992)-  30 24 51.92102(N)    091 06 33.39045(W)     ADJUSTED  
 BJ4964* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 BJ4964  ___________________________________________________________________
 BJ4964  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ4964  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4964
 BJ4964  HORZ ORDER  -  SECOND
 BJ4964
 BJ4964.The horizontal coordinates were established by classical geodetic methods
 BJ4964.and adjusted by the National Geodetic Survey in January 1993..
 BJ4964
 BJ4964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4964
 BJ4964.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4964
 BJ4964.The geoid height was determined by GEOID03.
 BJ4964
 BJ4964;                    North         East     Units Scale Factor Converg.
 BJ4964;SPC LA S     -   212,225.642 1,021,527.100   MT  0.99995170   +0 06 43.3
 BJ4964;SPC LA S     -   696,276.96  3,351,460.16   sFT  0.99995170   +0 06 43.3
 BJ4964;UTM  15      - 3,366,225.503   681,609.773   MT  1.00000690   +0 57 26.8
 BJ4964
 BJ4964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4964!SPC LA S     -   1.00000268  x   0.99995170  =   0.99995438
 BJ4964!UTM  15      -   1.00000268  x   1.00000690  =   1.00000959
 BJ4964
 BJ4964:                Primary Azimuth Mark                     Grid Az
 BJ4964:SPC LA S     -  17M002 LADH 1975                         135 18 45.5
 BJ4964:UTM  15      -  17M002 LADH 1975                         134 28 02.0
 BJ4964
 BJ4964|---------------------------------------------------------------------|
 BJ4964| PID    Reference Object                     Distance      Geod. Az  |
 BJ4964|                                                           dddmmss.s |
 BJ4964| BJ4962 17M002 LADH 1975                    APPROX. 1.1 KM 1352528.8 |
 BJ4964|---------------------------------------------------------------------|
 BJ4964
 BJ4964                          SUPERSEDED SURVEY CONTROL
 BJ4964
 BJ4964  NAD 83(1986)-  30 24 51.93905(N)    091 06 33.38850(W) AD(       ) 2
 BJ4964  NAD 27      -  30 24 51.25209(N)    091 06 33.00833(W) AD(       ) 2
 BJ4964  NGVD 29 (07/19/86)   10.1    (m)           33.     (f) VERT ANG       
 BJ4964
 BJ4964.Superseded values are not recommended for survey control.
 BJ4964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4964.See file dsdata.txt to determine how the superseded data were derived.
 BJ4964
 BJ4964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8161066226(NAD 83)
 BJ4964_MARKER: DD = SURVEY DISK
 BJ4964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4964+STABILITY: SURFACE MOTION
 BJ4964
 BJ4964  HISTORY     - Date     Condition        Report By
 BJ4964  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4964
 BJ4964                          STATION DESCRIPTION
 BJ4964
 BJ4964'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4964'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DOWNTOWN
 BJ4964'BATON ROUGE.  THE MARK IS SET ON PROPERTY OWNED BY THE
 BJ4964'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4964'
 BJ4964'TO REACH THE STATION FROM THE ESSEN LANE INTERCHANGE ON
 BJ4964'INTERSTATE 10, DRIVE NORTHWEST ALONG INTERSTATE 10 FOR 0.7
 BJ4964'MILE TO A CROSS-DRAIN AND THE STATION SET ON THE RIGHT AND
 BJ4964'SOUTHEAST OF THE HIGHWAY.
 BJ4964'
 BJ4964'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4964'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4964'OF A 12-INCH CYLINDRICAL CONCRETE MOUMENT THAT PROJECTS
 BJ4964'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4964'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4964'GROUND SURFACE.  THEY ARE STAMPED 17M001 1975.  THE MARK IS
 BJ4964'102 FEET NORTHEAST OF THE NORTH BOUND LANE ON INTERSTATE 10,
 BJ4964'34.5 FEET NORTHEAST OF THE CENTER OF A CONCRETE CULVERT, 3
 BJ4964'FEET SOUTHWEST OF A CHAIN-LINK FENCE AND 2 FEET SOUTHWEST OF
 BJ4964'A METAL WITNESS POST AND SIGN.
 BJ4964'
 BJ4964'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4962 ***********************************************************************
 BJ4962  DESIGNATION -  17M002 LADH 1975
 BJ4962  PID         -  BJ4962
 BJ4962  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4962  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4962
 BJ4962                         *CURRENT SURVEY CONTROL
 BJ4962  ___________________________________________________________________
 BJ4962* NAD 83(1992)-  30 24 26.83668(N)    091 06 04.87729(W)     ADJUSTED  
 BJ4962* NAVD 88     -        15.3    (meters)      50.     (feet)  VERTCON   
 BJ4962  ___________________________________________________________________
 BJ4962  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ4962  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4962
 BJ4962  HORZ ORDER  -  SECOND
 BJ4962
 BJ4962.The horizontal coordinates were established by classical geodetic methods
 BJ4962.and adjusted by the National Geodetic Survey in January 1993..
 BJ4962
 BJ4962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4962
 BJ4962.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4962
 BJ4962.The geoid height was determined by GEOID03.
 BJ4962
 BJ4962;                    North         East     Units Scale Factor Converg.
 BJ4962;SPC LA S     -   211,454.742 1,022,289.633   MT  0.99995083   +0 06 57.6
 BJ4962;SPC LA S     -   693,747.77  3,353,961.90   sFT  0.99995083   +0 06 57.6
 BJ4962;UTM  15      - 3,365,465.893   682,383.640   MT  1.00001038   +0 57 40.5
 BJ4962
 BJ4962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4962!SPC LA S     -   1.00000187  x   0.99995083  =   0.99995270
 BJ4962!UTM  15      -   1.00000187  x   1.00001038  =   1.00001225
 BJ4962
 BJ4962:                Primary Azimuth Mark                     Grid Az
 BJ4962:SPC LA S     -  PERKINS                                  224 31 23.5
 BJ4962:UTM  15      -  PERKINS                                  223 40 40.6
 BJ4962
 BJ4962|---------------------------------------------------------------------|
 BJ4962| PID    Reference Object                     Distance      Geod. Az  |
 BJ4962|                                                           dddmmss.s |
 BJ4962| BJ4936 PERKINS                             APPROX. 1.6 KM 2243821.1 |
 BJ4962|---------------------------------------------------------------------|
 BJ4962
 BJ4962                          SUPERSEDED SURVEY CONTROL
 BJ4962
 BJ4962  NAD 83(1986)-  30 24 26.85469(N)    091 06 04.87537(W) AD(       ) 2
 BJ4962  NAD 27      -  30 24 26.16786(N)    091 06 04.49662(W) AD(       ) 2
 BJ4962  NGVD 29 (07/19/86)   15.3    (m)           50.     (f) VERT ANG       
 BJ4962
 BJ4962.Superseded values are not recommended for survey control.
 BJ4962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4962.See file dsdata.txt to determine how the superseded data were derived.
 BJ4962
 BJ4962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8238465466(NAD 83)
 BJ4962_MARKER: DD = SURVEY DISK
 BJ4962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4962+STABILITY: SURFACE MOTION
 BJ4962
 BJ4962  HISTORY     - Date     Condition        Report By
 BJ4962  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4962
 BJ4962                          STATION DESCRIPTION
 BJ4962
 BJ4962'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4962'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DOWNTOWN
 BJ4962'BATON ROUGE AND 9 MILES SOUTHWEST OF DENHAM SPRINGS.  THE
 BJ4962'MARK IS SET PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ4962'HIGHWAYS.
 BJ4962'
 BJ4962'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10
 BJ4962'AND INTERSTATE 12 IN SOUTH BATON ROUGE, DRIVE SOUTHEAST ALONG
 BJ4962'INTERSTATE 10 FOR 1.2 MILES TO THE ESSEN LANE INTERCHANGE
 BJ4962'AND THE MARK SET IN THE MEDIAN JUST SOUTH OF THE OVERPASS.
 BJ4962'
 BJ4962'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4962'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN
 BJ4962'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4962'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4962'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4962'GROUND SURFACE.  THEY ARE STAMPED 17M002 1975.  THE MARK IS
 BJ4962'138.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OVERPASS
 BJ4962'ON THE NORTH BOUND LANE ON THE INTERSTATE 10 AND ESSEN LANE
 BJ4962'INTERCHANGE, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BJ4962'THE OVERPASS ON THE SOUTH BOUND LANE ON THE INTERSTATE 10
 BJ4962'AND ESSEN LANE INTERCHANGE, 51 FEET NORTHEAST OF THE CENTER
 BJ4962'OF THE SOUTH BOUND LANE ON INTERSTATE 10, 38 FEET
 BJ4962'SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE ON
 BJ4962'INTERSTATE 10 AND 2.5 FEET SOUTHEAST OF A METAL WITNESS
 BJ4962'POST AND SIGN.
 BJ4962'
 BJ4962'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4955 ***********************************************************************
 BJ4955  DESIGNATION -  17N001 LADH 1975
 BJ4955  PID         -  BJ4955
 BJ4955  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4955  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4955
 BJ4955                         *CURRENT SURVEY CONTROL
 BJ4955  ___________________________________________________________________
 BJ4955* NAD 83(1992)-  30 23 41.39242(N)    091 05 07.72220(W)     ADJUSTED  
 BJ4955* NAVD 88     -        16.4    (meters)      54.     (feet)  VERTCON   
 BJ4955  ___________________________________________________________________
 BJ4955  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ4955  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4955
 BJ4955  HORZ ORDER  -  SECOND
 BJ4955
 BJ4955.The horizontal coordinates were established by classical geodetic methods
 BJ4955.and adjusted by the National Geodetic Survey in January 1993..
 BJ4955
 BJ4955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4955
 BJ4955.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4955
 BJ4955.The geoid height was determined by GEOID03.
 BJ4955
 BJ4955;                    North         East     Units Scale Factor Converg.
 BJ4955;SPC LA S     -   210,058.588 1,023,818.141   MT  0.99994930   +0 07 26.2
 BJ4955;SPC LA S     -   689,167.22  3,358,976.68   sFT  0.99994930   +0 07 26.2
 BJ4955;UTM  15      - 3,364,092.349   683,932.674   MT  1.00001738   +0 58 08.2
 BJ4955
 BJ4955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4955!SPC LA S     -   1.00000169  x   0.99994930  =   0.99995099
 BJ4955!UTM  15      -   1.00000169  x   1.00001738  =   1.00001907
 BJ4955
 BJ4955:                Primary Azimuth Mark                     Grid Az
 BJ4955:SPC LA S     -  17N002 LADH 1975                         128 32 27.6
 BJ4955:UTM  15      -  17N002 LADH 1975                         127 41 45.6
 BJ4955
 BJ4955|---------------------------------------------------------------------|
 BJ4955| PID    Reference Object                     Distance      Geod. Az  |
 BJ4955|                                                           dddmmss.s |
 BJ4955| BJ4952 17N002 LADH 1975                    APPROX. 1.3 KM 1283953.8 |
 BJ4955|---------------------------------------------------------------------|
 BJ4955
 BJ4955                          SUPERSEDED SURVEY CONTROL
 BJ4955
 BJ4955  NAD 83(1986)-  30 23 41.41039(N)    091 05 07.72034(W) AD(       ) 2
 BJ4955  NAD 27      -  30 23 40.72235(N)    091 05 07.34288(W) AD(       ) 2
 BJ4955  NGVD 29 (07/19/86)   16.4    (m)           54.     (f) VERT ANG       
 BJ4955
 BJ4955.Superseded values are not recommended for survey control.
 BJ4955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4955.See file dsdata.txt to determine how the superseded data were derived.
 BJ4955
 BJ4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8393364092(NAD 83)
 BJ4955_MARKER: DD = SURVEY DISK
 BJ4955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4955+STABILITY: SURFACE MOTION
 BJ4955
 BJ4955  HISTORY     - Date     Condition        Report By
 BJ4955  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4955
 BJ4955                          STATION DESCRIPTION
 BJ4955
 BJ4955'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4955'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ4955'ROUGE AND 9 MILES SOUTHWEST OF DENHAM SPRINGS.  THE MARK
 BJ4955'IS SET ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ4955'OF HIGHWAYS.
 BJ4955'
 BJ4955'TO REACH THE STATION FROM THE ESSEN LANE INTERCHANGE ON
 BJ4955'INTERSTATE 10 IN SOUTH BATON ROUGE, DRIVE SOUTHEAST ALONG
 BJ4955'INTERSTATE 10 FOR 1.3 MILES TO THE BLUE BONNET LANE
 BJ4955'INTERCHANGE AND THE STATION SET IN THE MEDIAN NEAR THE SOUTH
 BJ4955'END OF THE OVERPASS.
 BJ4955'
 BJ4955'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4955'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4955'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4955'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4955'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 BJ4955'GROUND SURFACE.  THEY ARE STAMPED 17N001 1975.  THE MARK IS
 BJ4955'55 FEET SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE ON
 BJ4955'INTERSTATE 10, 33.5 FEET NORTHEAST OF THE CENTER OF THE SOUTH
 BJ4955'BOUND LANE ON INTERSTATE 10, 36 FEET SOUTH-SOUTHWEST OF THE
 BJ4955'SOUTHWEST CORNER OF THE OVERPASS ON THE NORTH BOUND LANE OF
 BJ4955'INTERSTATE 10, 16.5 FEET EAST OF THE SOUTHEAST CORNER OF
 BJ4955'THE OVERPASS ON THE SOUTH BOUND LANE AND 2 FEET NORTHWEST
 BJ4955'OF A METAL WITNESS POST AND SIGN.
 BJ4955'
 BJ4955'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4952 ***********************************************************************
 BJ4952  DESIGNATION -  17N002 LADH 1975
 BJ4952  PID         -  BJ4952
 BJ4952  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4952  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4952
 BJ4952                         *CURRENT SURVEY CONTROL
 BJ4952  ___________________________________________________________________
 BJ4952* NAD 83(1992)-  30 23 15.45830(N)    091 04 30.33838(W)     ADJUSTED  
 BJ4952* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 BJ4952  ___________________________________________________________________
 BJ4952  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ4952  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4952
 BJ4952  HORZ ORDER  -  SECOND
 BJ4952
 BJ4952.The horizontal coordinates were established by classical geodetic methods
 BJ4952.and adjusted by the National Geodetic Survey in January 1993..
 BJ4952
 BJ4952.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4952
 BJ4952.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4952
 BJ4952.The geoid height was determined by GEOID03.
 BJ4952
 BJ4952;                    North         East     Units Scale Factor Converg.
 BJ4952;SPC LA S     -   209,262.214 1,024,817.849   MT  0.99994844   +0 07 44.8
 BJ4952;SPC LA S     -   686,554.45  3,362,256.56   sFT  0.99994844   +0 07 44.8
 BJ4952;UTM  15      - 3,363,310.748   684,944.089   MT  1.00002198   +0 58 26.3
 BJ4952
 BJ4952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4952!SPC LA S     -   1.00000329  x   0.99994844  =   0.99995173
 BJ4952!UTM  15      -   1.00000329  x   1.00002198  =   1.00002527
 BJ4952
 BJ4952:                Primary Azimuth Mark                     Grid Az
 BJ4952:SPC LA S     -  17 N 003                                 123 47 13.3
 BJ4952:UTM  15      -  17 N 003                                 122 56 31.8
 BJ4952
 BJ4952|---------------------------------------------------------------------|
 BJ4952| PID    Reference Object                     Distance      Geod. Az  |
 BJ4952|                                                           dddmmss.s |
 BJ4952| BJ4951 17 N 003                            APPROX. 1.1 KM 1235458.1 |
 BJ4952|---------------------------------------------------------------------|
 BJ4952
 BJ4952                          SUPERSEDED SURVEY CONTROL
 BJ4952
 BJ4952  NAD 83(1986)-  30 23 15.47621(N)    091 04 30.33656(W) AD(       ) 2
 BJ4952  NAD 27      -  30 23 14.78737(N)    091 04 29.95998(W) AD(       ) 2
 BJ4952  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG       
 BJ4952
 BJ4952.Superseded values are not recommended for survey control.
 BJ4952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4952.See file dsdata.txt to determine how the superseded data were derived.
 BJ4952
 BJ4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8494463311(NAD 83)
 BJ4952_MARKER: DD = SURVEY DISK
 BJ4952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4952+STABILITY: SURFACE MOTION
 BJ4952
 BJ4952  HISTORY     - Date     Condition        Report By
 BJ4952  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4952
 BJ4952                          STATION DESCRIPTION
 BJ4952
 BJ4952'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4952'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ4952'ROUGE AND IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ4952'
 BJ4952'TO REACH THE STATION FROM THE BLUE BONNET LANE INTERCHANGE
 BJ4952'ON INTERSTATE 10 IN SOUTH BATON ROUGE, DRIVE SOUTHEAST ALONG
 BJ4952'INTERSTATE 10 FOR 0.8 MILE TO THE MARK SET ON THE RIGHT AND
 BJ4952'SOUTHWEST OF THE HIGHWAY NEAR A CHAIN-LINK FENCE AND A CROSS
 BJ4952'DRAIN.
 BJ4952'
 BJ4952'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4952'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4952'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4952'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4952'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ4952'THE GROUND SURFACE.  THEY ARE STAMPED 17N002 1975.  THE MARK
 BJ4952'IS 101 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 BJ4952'LANE ON INTERSTATE 10, 67 FEET WEST-SOUTHWEST OF THE CENTER
 BJ4952'OF A TRIPLE BOX DRAIN UNDER INTERSTATE 10, 3 FEET NORTH OF A
 BJ4952'CHAIN-LINK RIGHT-OF-WAY FENCE AND 1.5 FEET EAST OF A METAL
 BJ4952'WITNESS POST AND SIGN.
 BJ4952'
 BJ4952'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5004 ***********************************************************************
 BJ5004  DESIGNATION -  17P001 LADH 1975
 BJ5004  PID         -  BJ5004
 BJ5004  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5004  USGS QUAD   -  ST GABRIEL (1995)
 BJ5004
 BJ5004                         *CURRENT SURVEY CONTROL
 BJ5004  ___________________________________________________________________
 BJ5004* NAD 83(1992)-  30 22 29.05283(N)    091 03 12.94036(W)     ADJUSTED  
 BJ5004* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 BJ5004  ___________________________________________________________________
 BJ5004  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ5004  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ5004
 BJ5004  HORZ ORDER  -  SECOND
 BJ5004
 BJ5004.The horizontal coordinates were established by classical geodetic methods
 BJ5004.and adjusted by the National Geodetic Survey in January 1993..
 BJ5004
 BJ5004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5004
 BJ5004.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5004
 BJ5004.The geoid height was determined by GEOID03.
 BJ5004
 BJ5004;                    North         East     Units Scale Factor Converg.
 BJ5004;SPC LA S     -   207,838.127 1,026,887.518   MT  0.99994696   +0 08 23.5
 BJ5004;SPC LA S     -   681,882.25  3,369,046.80   sFT  0.99994696   +0 08 23.5
 BJ5004;UTM  15      - 3,361,917.219   687,034.693   MT  1.00003158   +0 59 04.2
 BJ5004
 BJ5004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5004!SPC LA S     -   1.00000349  x   0.99994696  =   0.99995045
 BJ5004!UTM  15      -   1.00000349  x   1.00003158  =   1.00003507
 BJ5004
 BJ5004:                Primary Azimuth Mark                     Grid Az
 BJ5004:SPC LA S     -  17P002 LADH 1975                         138 46 32.2
 BJ5004:UTM  15      -  17P002 LADH 1975                         137 55 51.5
 BJ5004
 BJ5004|---------------------------------------------------------------------|
 BJ5004| PID    Reference Object                     Distance      Geod. Az  |
 BJ5004|                                                           dddmmss.s |
 BJ5004| BJ5003 17P002 LADH 1975                    APPROX. 1.2 KM 1385455.7 |
 BJ5004|---------------------------------------------------------------------|
 BJ5004
 BJ5004                          SUPERSEDED SURVEY CONTROL
 BJ5004
 BJ5004  NAD 83(1986)-  30 22 29.07067(N)    091 03 12.93864(W) AD(       ) 2
 BJ5004  NAD 27      -  30 22 28.38054(N)    091 03 12.56485(W) AD(       ) 2
 BJ5004  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 BJ5004
 BJ5004.Superseded values are not recommended for survey control.
 BJ5004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5004.See file dsdata.txt to determine how the superseded data were derived.
 BJ5004
 BJ5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8703561917(NAD 83)
 BJ5004_MARKER: DD = SURVEY DISK
 BJ5004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5004+STABILITY: SURFACE MOTION
 BJ5004
 BJ5004  HISTORY     - Date     Condition        Report By
 BJ5004  HISTORY     - 1975     MONUMENTED       LADTD
 BJ5004
 BJ5004                          STATION DESCRIPTION
 BJ5004
 BJ5004'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ5004'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF DOWNTOWN
 BJ5004'BATON ROUGE.  THE MARK IS SET ON PROPERTY OWNED BY THE
 BJ5004'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5004'
 BJ5004'TO REACH THE STATION FROM THE INTERCHANGE AT THE JUNCTION OF
 BJ5004'INTERSTATE 10 AND STATE HIGHWAY 42, DRIVE NORTHWEST ALONG
 BJ5004'INTERSTATE 10 FOR 3.3 MILES.  THE MARK IS SET ON THE RIGHT
 BJ5004'AND NORTHEAST OF THE HIGHWAY NEAR A FENCE CORNER AND A
 BJ5004'RIGHT-OF-WAY MARKER.
 BJ5004'
 BJ5004'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ5004'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN
 BJ5004'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ5004'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ5004'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ5004'THE GROUND SURFACE.  THEY ARE STAMPED 17P001 1975.  THE MARK
 BJ5004'IS 104.5 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE
 BJ5004'ON INTERSTATE 10, 51 FEET EAST OF A FENCE BRACE IN THE
 BJ5004'RIGHT-OF-WAY FENCE, 5 FEET SOUTH-SOUTHEAST OF A CONCRETE
 BJ5004'HIGHWAY RIGHT-OF-WAY MARKER, 3 FEET SOUTH OF A FENCE CORNER
 BJ5004'AND 2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ5004'
 BJ5004'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5003 ***********************************************************************
 BJ5003  DESIGNATION -  17P002 LADH 1975
 BJ5003  PID         -  BJ5003
 BJ5003  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5003  USGS QUAD   -  ST GABRIEL (1995)
 BJ5003
 BJ5003                         *CURRENT SURVEY CONTROL
 BJ5003  ___________________________________________________________________
 BJ5003* NAD 83(1992)-  30 22 00.63064(N)    091 02 44.36349(W)     ADJUSTED  
 BJ5003* NAVD 88     -        19.3    (meters)      63.     (feet)  VERTCON   
 BJ5003  ___________________________________________________________________
 BJ5003  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BJ5003  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ5003
 BJ5003  HORZ ORDER  -  SECOND
 BJ5003
 BJ5003.The horizontal coordinates were established by classical geodetic methods
 BJ5003.and adjusted by the National Geodetic Survey in January 1993..
 BJ5003
 BJ5003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5003
 BJ5003.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5003
 BJ5003.The geoid height was determined by GEOID03.
 BJ5003
 BJ5003;                    North         East     Units Scale Factor Converg.
 BJ5003;SPC LA S     -   206,964.830 1,027,652.688   MT  0.99994607   +0 08 37.8
 BJ5003;SPC LA S     -   679,017.11  3,371,557.19   sFT  0.99994607   +0 08 37.8
 BJ5003;UTM  15      - 3,361,055.220   687,812.720   MT  1.00003518   +0 59 17.8
 BJ5003
 BJ5003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5003!SPC LA S     -   1.00000123  x   0.99994607  =   0.99994730
 BJ5003!UTM  15      -   1.00000123  x   1.00003518  =   1.00003641
 BJ5003
 BJ5003:                Primary Azimuth Mark                     Grid Az
 BJ5003:SPC LA S     -  17P003 LADH 1975                         146 43 25.6
 BJ5003:UTM  15      -  17P003 LADH 1975                         145 52 45.6
 BJ5003
 BJ5003|---------------------------------------------------------------------|
 BJ5003| PID    Reference Object                     Distance      Geod. Az  |
 BJ5003|                                                           dddmmss.s |
 BJ5003| BJ5002 17P003 LADH 1975                    APPROX. 1.4 KM 1465203.4 |
 BJ5003|---------------------------------------------------------------------|
 BJ5003
 BJ5003                          SUPERSEDED SURVEY CONTROL
 BJ5003
 BJ5003  NAD 83(1986)-  30 22 00.64845(N)    091 02 44.36184(W) AD(       ) 2
 BJ5003  NAD 27      -  30 21 59.95746(N)    091 02 43.98922(W) AD(       ) 2
 BJ5003  NGVD 29 (07/19/86)   19.3    (m)           63.     (f) VERT ANG       
 BJ5003
 BJ5003.Superseded values are not recommended for survey control.
 BJ5003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5003.See file dsdata.txt to determine how the superseded data were derived.
 BJ5003
 BJ5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8781361055(NAD 83)
 BJ5003_MARKER: DD = SURVEY DISK
 BJ5003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5003+STABILITY: SURFACE MOTION
 BJ5003
 BJ5003  HISTORY     - Date     Condition        Report By
 BJ5003  HISTORY     - 1975     MONUMENTED       LADTD
 BJ5003
 BJ5003                          STATION DESCRIPTION
 BJ5003
 BJ5003'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ5003'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF DOWNTOWN
 BJ5003'BATON ROUGE AND IS SET ON LOUISIANA DEPARTMENT OF
 BJ5003'HIGHWAYS PROPERTY.
 BJ5003'
 BJ5003'TO REACH THE STATION FROM THE INTERSTATE 10 AND STATE HIGHWAY 42
 BJ5003'INTERCHANGE, DRIVE NORTHWEST ALONG INTERSTATE 10 FOR 1.6 MILES
 BJ5003'TO THE MARK SET ON THE RIGHT AND NORTHEAST OF THE HIGHWAY
 BJ5003'NEAR A RIGHT-OF-WAY FENCE.
 BJ5003'
 BJ5003'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ5003'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ5003'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ5003'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ5003'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ5003'THE GROUND SURFACE.  THEY ARE STAMPED 17P002 1975.  THE MARK
 BJ5003'IS 260 FEET NORTHWEST OF A HIGHLINE CROSSING, 103.5 FEET
 BJ5003'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE ON INTERSTATE
 BJ5003'10, 10.5 FEET NORTHWEST OF A BRACE POST IN A RIGHT-OF-WAY
 BJ5003'FENCE, 2 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE AND 2 FEET
 BJ5003'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ5003'
 BJ5003'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5002 ***********************************************************************
 BJ5002  DESIGNATION -  17P003 LADH 1975
 BJ5002  PID         -  BJ5002
 BJ5002  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5002  USGS QUAD   -  ST GABRIEL (1995)
 BJ5002
 BJ5002                         *CURRENT SURVEY CONTROL
 BJ5002  ___________________________________________________________________
 BJ5002* NAD 83(1992)-  30 21 23.16724(N)    091 02 16.16821(W)     ADJUSTED  
 BJ5002* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 BJ5002  ___________________________________________________________________
 BJ5002  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ5002  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ5002
 BJ5002  HORZ ORDER  -  SECOND
 BJ5002
 BJ5002.The horizontal coordinates were established by classical geodetic methods
 BJ5002.and adjusted by the National Geodetic Survey in January 1993..
 BJ5002
 BJ5002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5002
 BJ5002.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5002
 BJ5002.The geoid height was determined by GEOID03.
 BJ5002
 BJ5002;                    North         East     Units Scale Factor Converg.
 BJ5002;SPC LA S     -   205,813.163 1,028,408.508   MT  0.99994493   +0 08 51.9
 BJ5002;SPC LA S     -   675,238.69  3,374,036.91   sFT  0.99994493   +0 08 51.9
 BJ5002;UTM  15      - 3,359,914.711   688,585.498   MT  1.00003877   +0 59 31.0
 BJ5002
 BJ5002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5002!SPC LA S     -   1.00000190  x   0.99994493  =   0.99994683
 BJ5002!UTM  15      -   1.00000190  x   1.00003877  =   1.00004067
 BJ5002
 BJ5002:                Primary Azimuth Mark                     Grid Az
 BJ5002:SPC LA S     -  17P004 LADH 1975                         147 04 47.2
 BJ5002:UTM  15      -  17P004 LADH 1975                         146 14 08.1
 BJ5002
 BJ5002|---------------------------------------------------------------------|
 BJ5002| PID    Reference Object                     Distance      Geod. Az  |
 BJ5002|                                                           dddmmss.s |
 BJ5002| BJ5001 17P004 LADH 1975                    APPROX. 1.1 KM 1471339.1 |
 BJ5002|---------------------------------------------------------------------|
 BJ5002
 BJ5002                          SUPERSEDED SURVEY CONTROL
 BJ5002
 BJ5002  NAD 83(1986)-  30 21 23.18505(N)    091 02 16.16663(W) AD(       ) 2
 BJ5002  NAD 27      -  30 21 22.49283(N)    091 02 15.79563(W) AD(       ) 2
 BJ5002  NGVD 29 (07/19/86)   15.0    (m)           49.     (f) VERT ANG       
 BJ5002
 BJ5002.Superseded values are not recommended for survey control.
 BJ5002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5002.See file dsdata.txt to determine how the superseded data were derived.
 BJ5002
 BJ5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8858559915(NAD 83)
 BJ5002_MARKER: DD = SURVEY DISK
 BJ5002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5002+STABILITY: SURFACE MOTION
 BJ5002
 BJ5002  HISTORY     - Date     Condition        Report By
 BJ5002  HISTORY     - 1975     MONUMENTED       LADTD
 BJ5002
 BJ5002                          STATION DESCRIPTION
 BJ5002
 BJ5002'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ5002'THE STATION IS LOCATED 11 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ5002'ROUGE AND IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ5002'
 BJ5002'TO REACH THE STATION FROM THE INTERSTATE 10 AND STATE HIGHWAY 42
 BJ5002'INTERCHANGE, DRIVE NORTHWEST ALONG INTERSTATE 10 FOR 0.8 MILE.  THE
 BJ5002'MARK IS SET IN THE MEDIAN OF THE HIGHWAY NEAR THE SOUTH END
 BJ5002'OF AN OVERPASS.  THE OVERPASS CROSSES THE LOUISIANA AND
 BJ5002'ARKANSAS RAILROAD.
 BJ5002'
 BJ5002'THE STATION MARK IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5002'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ5002'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ5002'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ5002'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ5002'ARE STAMPED 17P003 1975.  THE MARK IS 148 FEET NORTHWEST OF THE
 BJ5002'SOUTHWEST CORNER OF THE RAILROAD OVERPASS, 24 FEET NORTHEAST
 BJ5002'OF THE CENTER OF THE SOUTH BOUND LANE ON INTERSTATE 10, 6
 BJ5002'FEET SOUTHEAST OF THE SOUTHEAST CORNER ON THE RAILROAD
 BJ5002'OVERPASS ON THE SOUTH BOUND LANE ON INTERSTATE 10 AND 2 FEET
 BJ5002'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BJ5002'
 BJ5002'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5001 ***********************************************************************
 BJ5001  DESIGNATION -  17P004 LADH 1975
 BJ5001  PID         -  BJ5001
 BJ5001  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5001  USGS QUAD   -  ST GABRIEL (1995)
 BJ5001
 BJ5001                         *CURRENT SURVEY CONTROL
 BJ5001  ___________________________________________________________________
 BJ5001* NAD 83(1992)-  30 20 53.84865(N)    091 01 54.40611(W)     ADJUSTED  
 BJ5001* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 BJ5001  ___________________________________________________________________
 BJ5001  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ5001  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ5001
 BJ5001  HORZ ORDER  -  SECOND
 BJ5001
 BJ5001.The horizontal coordinates were established by classical geodetic methods
 BJ5001.and adjusted by the National Geodetic Survey in January 1993..
 BJ5001
 BJ5001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5001
 BJ5001.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5001
 BJ5001.The geoid height was determined by GEOID03.
 BJ5001
 BJ5001;                    North         East     Units Scale Factor Converg.
 BJ5001;SPC LA S     -   204,911.894 1,028,992.016   MT  0.99994406   +0 09 02.8
 BJ5001;SPC LA S     -   672,281.77  3,375,951.31   sFT  0.99994406   +0 09 02.8
 BJ5001;UTM  15      - 3,359,022.050   689,182.277   MT  1.00004155   +0 59 41.1
 BJ5001
 BJ5001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5001!SPC LA S     -   1.00000357  x   0.99994406  =   0.99994763
 BJ5001!UTM  15      -   1.00000357  x   1.00004155  =   1.00004512
 BJ5001
 BJ5001:                Primary Azimuth Mark                     Grid Az
 BJ5001:SPC LA S     -  KLEIN                                    181 35 46.0
 BJ5001:UTM  15      -  KLEIN                                    180 45 07.7
 BJ5001
 BJ5001|---------------------------------------------------------------------|
 BJ5001| PID    Reference Object                     Distance      Geod. Az  |
 BJ5001|                                                           dddmmss.s |
 BJ5001| BJ4980 KLEIN                               436.288 METERS 1814448.8 |
 BJ5001|---------------------------------------------------------------------|
 BJ5001
 BJ5001                          SUPERSEDED SURVEY CONTROL
 BJ5001
 BJ5001  NAD 83(1986)-  30 20 53.86646(N)    091 01 54.40459(W) AD(       ) 2
 BJ5001  NAD 27      -  30 20 53.17316(N)    091 01 54.03500(W) AD(       ) 2
 BJ5001  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 BJ5001
 BJ5001.Superseded values are not recommended for survey control.
 BJ5001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5001.See file dsdata.txt to determine how the superseded data were derived.
 BJ5001
 BJ5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8918259022(NAD 83)
 BJ5001_MARKER: DD = SURVEY DISK
 BJ5001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5001+STABILITY: SURFACE MOTION
 BJ5001
 BJ5001  HISTORY     - Date     Condition        Report By
 BJ5001  HISTORY     - 1975     MONUMENTED       LADTD
 BJ5001
 BJ5001                          STATION DESCRIPTION
 BJ5001
 BJ5001'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ5001'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF DOWNTOWN
 BJ5001'BATON ROUGE AND IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ5001'PROPERTY.
 BJ5001'
 BJ5001'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ5001'STATE HIGHWAY 42, DRIVE SOUTHWEST ALONG STATE HIGHWAY 42 FOR 1.6
 BJ5001'MILES TO THE JUNCTION WITH PERKINS ROAD (STATE HIGHWAY 427),
 BJ5001'TURN RIGHT AND GO NORTHWEST ALONG PERKINS ROAD FOR 0.2 MILE
 BJ5001'TO THE MARK SET ON THE RIGHT AND NORTHEAST OF THE ROAD NEAR
 BJ5001'A RIGHT-OF-WAY FENCE.
 BJ5001'
 BJ5001'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ5001'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ5001'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ5001'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ5001'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ5001'ARE STAMPED 17P004 1975.  THE MARK IS 53 FEET SOUTHWEST OF
 BJ5001'THE CENTER OF THE OFF-RAMP TO INTERSTATE 10, 40 FEET NORTHEAST
 BJ5001'OF THE CENTER OF PERKINS ROAD, 2 FEET SOUTHWEST OF A
 BJ5001'RIGHT-OF-WAY FENCE AND 2 FEET NORTHEAST OF A METAL WITNESS POST
 BJ5001'AND SIGN.
 BJ5001'
 BJ5001'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4999 ***********************************************************************
 BJ4999  DESIGNATION -  17Q001 LADH 1975
 BJ4999  PID         -  BJ4999
 BJ4999  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4999  USGS QUAD   -  ST GABRIEL (1995)
 BJ4999
 BJ4999                         *CURRENT SURVEY CONTROL
 BJ4999  ___________________________________________________________________
 BJ4999* NAD 83(1992)-  30 20 32.26704(N)    091 01 36.27150(W)     ADJUSTED  
 BJ4999* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 BJ4999  ___________________________________________________________________
 BJ4999  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4999  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4999
 BJ4999  HORZ ORDER  -  SECOND
 BJ4999
 BJ4999.The horizontal coordinates were established by classical geodetic methods
 BJ4999.and adjusted by the National Geodetic Survey in January 1993..
 BJ4999
 BJ4999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4999
 BJ4999.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4999
 BJ4999.The geoid height was determined by GEOID03.
 BJ4999
 BJ4999;                    North         East     Units Scale Factor Converg.
 BJ4999;SPC LA S     -   204,248.635 1,029,478.098   MT  0.99994343   +0 09 11.9
 BJ4999;SPC LA S     -   670,105.73  3,377,546.06   sFT  0.99994343   +0 09 11.9
 BJ4999;UTM  15      - 3,358,365.957   689,678.125   MT  1.00004387   +0 59 49.6
 BJ4999
 BJ4999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4999!SPC LA S     -   1.00000283  x   0.99994343  =   0.99994626
 BJ4999!UTM  15      -   1.00000283  x   1.00004387  =   1.00004670
 BJ4999
 BJ4999:                Primary Azimuth Mark                     Grid Az
 BJ4999:SPC LA S     -  17Q002 LADH 1975                         139 05 13.4
 BJ4999:UTM  15      -  17Q002 LADH 1975                         138 14 35.7
 BJ4999
 BJ4999|---------------------------------------------------------------------|
 BJ4999| PID    Reference Object                     Distance      Geod. Az  |
 BJ4999|                                                           dddmmss.s |
 BJ4999| BJ4998 17Q002 LADH 1975                    APPROX. 1.5 KM 1391425.3 |
 BJ4999|---------------------------------------------------------------------|
 BJ4999
 BJ4999                          SUPERSEDED SURVEY CONTROL
 BJ4999
 BJ4999  NAD 83(1986)-  30 20 32.28483(N)    091 01 36.27004(W) AD(       ) 2
 BJ4999  NAD 27      -  30 20 31.59050(N)    091 01 35.90189(W) AD(       ) 2
 BJ4999  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 BJ4999
 BJ4999.Superseded values are not recommended for survey control.
 BJ4999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4999.See file dsdata.txt to determine how the superseded data were derived.
 BJ4999
 BJ4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8967858366(NAD 83)
 BJ4999_MARKER: DD = SURVEY DISK
 BJ4999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4999+STABILITY: SURFACE MOTION
 BJ4999
 BJ4999  HISTORY     - Date     Condition        Report By
 BJ4999  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4999
 BJ4999                          STATION DESCRIPTION
 BJ4999
 BJ4999'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4999'THE STATION IS LOCATED 12 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ4999'ROUGE AND 4.5 MILES NORTHWEST OF PRAIRIEVILLE.  THE MARK IS SET
 BJ4999'ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ4999'
 BJ4999'TO REACH THE STATION FROM THE INTERSTATE 10 AND STATE HIGHWAY
 BJ4999'42 INTERCHANGE AT KLEIN, DRIVE SOUTHEAST ALONG INTERSTATE 10
 BJ4999'FOR ABOUT 0.5 MILE.  THE MARK IS SET ON THE RIGHT AND SOUTHWEST
 BJ4999'OF THE HIGHWAY NEAR A RIGHT-OF-WAY FENCE AND TWO LOUISIANA
 BJ4999'POWER AND LIGHT TRANSMISSION TOWERS.
 BJ4999'
 BJ4999'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4999'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4999'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4999'2 INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4999'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ4999'THE GROUND SURFACE.  THEY ARE STAMPED 17Q001 1975.  THE MARK IS
 BJ4999'102 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE ON
 BJ4999'INTERSTATE 10, 85 FEET NORTHEAST OF THE NORTHEAST LEG ON
 BJ4999'THE SOUTH TOWER (LP AND L 45), 85 FEET SOUTHEAST OF THE
 BJ4999'SOUTHEAST LEG OF THE NORTH TOWER (LP AND L 155), 7 FEET
 BJ4999'SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 4
 BJ4999'FEET NORTHEAST OF A RIGHT-OF-WAY FENCE AND 2 FEET
 BJ4999'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BJ4999'
 BJ4999'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4998 ***********************************************************************
 BJ4998  DESIGNATION -  17Q002 LADH 1975
 BJ4998  PID         -  BJ4998
 BJ4998  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4998  USGS QUAD   -  ST GABRIEL (1995)
 BJ4998
 BJ4998                         *CURRENT SURVEY CONTROL
 BJ4998  ___________________________________________________________________
 BJ4998* NAD 83(1992)-  30 19 55.61520(N)    091 00 59.85333(W)     ADJUSTED  
 BJ4998* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 BJ4998  ___________________________________________________________________
 BJ4998  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4998  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ4998
 BJ4998  HORZ ORDER  -  SECOND
 BJ4998
 BJ4998.The horizontal coordinates were established by classical geodetic methods
 BJ4998.and adjusted by the National Geodetic Survey in January 1993..
 BJ4998
 BJ4998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4998
 BJ4998.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4998
 BJ4998.The geoid height was determined by GEOID03.
 BJ4998
 BJ4998;                    North         East     Units Scale Factor Converg.
 BJ4998;SPC LA S     -   203,122.695 1,030,453.862   MT  0.99994239   +0 09 30.1
 BJ4998;SPC LA S     -   666,411.71  3,380,747.38   sFT  0.99994239   +0 09 30.1
 BJ4998;UTM  15      - 3,357,254.393   690,670.465   MT  1.00004853   +1 00 06.9
 BJ4998
 BJ4998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4998!SPC LA S     -   1.00000334  x   0.99994239  =   0.99994573
 BJ4998!UTM  15      -   1.00000334  x   1.00004853  =   1.00005187
 BJ4998
 BJ4998:                Primary Azimuth Mark                     Grid Az
 BJ4998:SPC LA S     -  17Q001 LADH 1975                         319 05 13.6
 BJ4998:UTM  15      -  17Q001 LADH 1975                         318 14 36.8
 BJ4998
 BJ4998|---------------------------------------------------------------------|
 BJ4998| PID    Reference Object                     Distance      Geod. Az  |
 BJ4998|                                                           dddmmss.s |
 BJ4998| BJ4999 17Q001 LADH 1975                    APPROX. 1.5 KM 3191443.7 |
 BJ4998|---------------------------------------------------------------------|
 BJ4998
 BJ4998                          SUPERSEDED SURVEY CONTROL
 BJ4998
 BJ4998  NAD 83(1986)-  30 19 55.63296(N)    091 00 59.85198(W) AD(       ) 2
 BJ4998  NAD 27      -  30 19 54.93647(N)    091 00 59.48701(W) AD(       ) 2
 BJ4998  NGVD 29 (07/19/86)    5.8    (m)           19.     (f) VERT ANG       
 BJ4998
 BJ4998.Superseded values are not recommended for survey control.
 BJ4998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4998.See file dsdata.txt to determine how the superseded data were derived.
 BJ4998
 BJ4998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9067057254(NAD 83)
 BJ4998_MARKER: DD = SURVEY DISK
 BJ4998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4998+STABILITY: SURFACE MOTION
 BJ4998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4998+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 BJ4998
 BJ4998  HISTORY     - Date     Condition        Report By
 BJ4998  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4998  HISTORY     - 20050521 GOOD             AERODA
 BJ4998
 BJ4998                          STATION DESCRIPTION
 BJ4998
 BJ4998'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4998'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF DOWNTOWN
 BJ4998'BATON ROUGE AND 3 MILES NORTHWEST OF PRAIRIEVILLE.  THE MARK
 BJ4998'IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4998'
 BJ4998'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10
 BJ4998'AND STATE HIGHWAY 42 NEAR THE SMALL COMMUNITY OF KLEINPETER,
 BJ4998'DRIVE SOUTHEAST ALONG INTERSTATE 10 FOR 1.4 MILES TO THE MARK
 BJ4998'SET ON THE RIGHT AND SOUTHWEST OF THE HIGHWAY NEAR A
 BJ4998'RIGHT-OF-WAY FENCE.
 BJ4998'
 BJ4998'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4998'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 BJ4998'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4998'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 BJ4998'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ4998'SURFACE.  THEY ARE STAMPED 17Q002 1975.  THE MARK IS 103 FEET
 BJ4998'SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE ON INTERSTATE
 BJ4998'10, 108 FEET SOUTHEAST OF A 30 INCH OAK TREE, 11 FEET NORTH
 BJ4998'OF A BRACE POST IN THE RIGHT-OF-WAY FENCE, 2 FEET NORTHEAST
 BJ4998'OF A RIGHT-OF-WAY FENCE AND 2 FEET SOUTHEAST OF A METAL
 BJ4998'WITNESS POST AND SIGN.
 BJ4998'
 BJ4998'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4998
 BJ4998                          STATION RECOVERY (2005)
 BJ4998
 BJ4998'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ4998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4992 ***********************************************************************
 BJ4992  DESIGNATION -  17Q003 LADH 1975
 BJ4992  PID         -  BJ4992
 BJ4992  STATE/COUNTY-  LA/ASCENSION
 BJ4992  USGS QUAD   -  ST GABRIEL (1995)
 BJ4992
 BJ4992                         *CURRENT SURVEY CONTROL
 BJ4992  ___________________________________________________________________
 BJ4992* NAD 83(1992)-  30 19 25.86901(N)    091 00 24.99732(W)     ADJUSTED  
 BJ4992* NAVD 88     -         7.7  **(meters)      25.   **(feet)  VERTCON   
 BJ4992  **This station is located in a subsidence area (see below).
 BJ4992  ___________________________________________________________________
 BJ4992  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4992  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4992
 BJ4992  HORZ ORDER  -  SECOND
 BJ4992
 BJ4992.The horizontal coordinates were established by classical geodetic methods
 BJ4992.and adjusted by the National Geodetic Survey in January 1993..
 BJ4992
 BJ4992 ** The orthometric height has not been validated since last determined
 BJ4992 ** by differential leveling and should not be used for control purposes.
 BJ4992 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4992 ** area with valid NAVD 88 orthometric heights.
 BJ4992 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4992 ** epoch indicated which incorporates improved geoid heights for the
 BJ4992 ** Southern Louisiana Subsidence area.
 BJ4992 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4992.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4992
 BJ4992.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4992
 BJ4992.The geoid height was determined by GEOID03.
 BJ4992
 BJ4992;                    North         East     Units Scale Factor Converg.
 BJ4992;SPC LA S     -   202,209.364 1,031,387.490   MT  0.99994157   +0 09 47.5
 BJ4992;SPC LA S     -   663,415.22  3,383,810.46   sFT  0.99994157   +0 09 47.5
 BJ4992;UTM  15      - 3,356,354.806   691,617.539   MT  1.00005299   +1 00 23.7
 BJ4992
 BJ4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4992!SPC LA S     -   1.00000304  x   0.99994157  =   0.99994461
 BJ4992!UTM  15      -   1.00000304  x   1.00005299  =   1.00005603
 BJ4992
 BJ4992:                Primary Azimuth Mark                     Grid Az
 BJ4992:SPC LA S     -  17Q004 LADH 1975                         063 55 27.7
 BJ4992:UTM  15      -  17Q004 LADH 1975                         063 04 51.5
 BJ4992
 BJ4992|---------------------------------------------------------------------|
 BJ4992| PID    Reference Object                     Distance      Geod. Az  |
 BJ4992|                                                           dddmmss.s |
 BJ4992| BJ4523 17Q004 LADH 1975                    APPROX. 1.0 KM 0640515.2 |
 BJ4992|---------------------------------------------------------------------|
 BJ4992
 BJ4992                          SUPERSEDED SURVEY CONTROL
 BJ4992
 BJ4992  NAD 83(1986)-  30 19 25.88673(N)    091 00 24.99607(W) AD(       ) 2
 BJ4992  NAD 27      -  30 19 25.18807(N)    091 00 24.63400(W) AD(       ) 2
 BJ4992  NGVD 29 (07/19/86)    7.7    (m)           25.     (f) VERT ANG       
 BJ4992
 BJ4992.Superseded values are not recommended for survey control.
 BJ4992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4992.See file dsdata.txt to determine how the superseded data were derived.
 BJ4992
 BJ4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9161856355(NAD 83)
 BJ4992_MARKER: DD = SURVEY DISK
 BJ4992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4992+STABILITY: SURFACE MOTION
 BJ4992
 BJ4992  HISTORY     - Date     Condition        Report By
 BJ4992  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4992  HISTORY     - 20060524 MARK NOT FOUND   NGS
 BJ4992
 BJ4992                          STATION DESCRIPTION
 BJ4992
 BJ4992'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4992'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF DOWNTOWN
 BJ4992'BATON ROUGE AND 4 MILES NORTHWEST OF PRAIRIEVILLE.  THE MARK
 BJ4992'IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4992'
 BJ4992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4992'STATE HIGHWAY 427, DRIVE SOUTHWEST ALONG STATE HIGHWAY 427
 BJ4992'FOR 0.9 MILE TO AN OVERPASS ON INTERSTATE 10.  THE MARK IS SET
 BJ4992'JUST NORTHWEST OF THE OVERPASS NORTHEAST OF INTERSTATE 10
 BJ4992'NEAR A RIGHT-OF-WAY FENCE.
 BJ4992'
 BJ4992'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4992'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4992'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4992'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4992'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4992'ARE STAMPED 17Q003 1975.  THE MARK IS 148 FEET NORTHWEST
 BJ4992'OF AN OVERPASS, 103 FEET NORTHEAST OF THE CENTER OF THE
 BJ4992'NORTH BOUND LANE ON INTERSTATE 10, 7.5 FEET SOUTHWEST
 BJ4992'OF A 36 INCH OAK TREE, 2 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE
 BJ4992'AND 2 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ4992'
 BJ4992'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4992
 BJ4992                          STATION RECOVERY (2006)
 BJ4992
 BJ4992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4992'NOT RECOVERED,AREA HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4523 ***********************************************************************
 BJ4523  DESIGNATION -  17Q004 LADH 1975
 BJ4523  PID         -  BJ4523
 BJ4523  STATE/COUNTY-  LA/ASCENSION
 BJ4523  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4523
 BJ4523                         *CURRENT SURVEY CONTROL
 BJ4523  ___________________________________________________________________
 BJ4523* NAD 83(1992)-  30 19 40.37359(N)    090 59 50.57930(W)     ADJUSTED  
 BJ4523* NAVD 88     -         9.8    (meters)      32.     (feet)  VERTCON   
 BJ4523  ___________________________________________________________________
 BJ4523  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ4523  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4523
 BJ4523  HORZ ORDER  -  SECOND
 BJ4523
 BJ4523.The horizontal coordinates were established by classical geodetic methods
 BJ4523.and adjusted by the National Geodetic Survey in January 1993..
 BJ4523
 BJ4523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4523
 BJ4523.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4523
 BJ4523.The geoid height was determined by GEOID03.
 BJ4523
 BJ4523;                    North         East     Units Scale Factor Converg.
 BJ4523;SPC LA S     -   202,658.645 1,032,305.576   MT  0.99994197   +0 10 04.7
 BJ4523;SPC LA S     -   664,889.24  3,386,822.54   sFT  0.99994197   +0 10 04.7
 BJ4523;UTM  15      - 3,356,817.606   692,529.015   MT  1.00005731   +1 00 41.5
 BJ4523
 BJ4523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4523!SPC LA S     -   1.00000271  x   0.99994197  =   0.99994468
 BJ4523!UTM  15      -   1.00000271  x   1.00005731  =   1.00006002
 BJ4523
 BJ4523:                Primary Azimuth Mark                     Grid Az
 BJ4523:SPC LA S     -  17Q005 LADH 1975                         064 39 40.5
 BJ4523:UTM  15      -  17Q005 LADH 1975                         063 49 03.7
 BJ4523
 BJ4523|---------------------------------------------------------------------|
 BJ4523| PID    Reference Object                     Distance      Geod. Az  |
 BJ4523|                                                           dddmmss.s |
 BJ4523| BJ4520 17Q005 LADH 1975                    APPROX. 1.4 KM 0644945.2 |
 BJ4523|---------------------------------------------------------------------|
 BJ4523
 BJ4523                          SUPERSEDED SURVEY CONTROL
 BJ4523
 BJ4523  NAD 83(1986)-  30 19 40.39124(N)    090 59 50.57804(W) AD(       ) 2
 BJ4523  NAD 27      -  30 19 39.69170(N)    090 59 50.21630(W) AD(       ) 2
 BJ4523  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 BJ4523
 BJ4523.Superseded values are not recommended for survey control.
 BJ4523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4523.See file dsdata.txt to determine how the superseded data were derived.
 BJ4523
 BJ4523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9252956818(NAD 83)
 BJ4523_MARKER: DD = SURVEY DISK
 BJ4523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4523+STABILITY: SURFACE MOTION
 BJ4523
 BJ4523  HISTORY     - Date     Condition        Report By
 BJ4523  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4523  HISTORY     - 20060524 MARK NOT FOUND   NGS
 BJ4523
 BJ4523                          STATION DESCRIPTION
 BJ4523
 BJ4523'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4523'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF DOWNTOWN
 BJ4523'BATON ROUGE AND 4 MILES NORTHWEST OF PRAIRIEVILLE.  THE MARK
 BJ4523'IS SET ON PROPERTY OWNED BY THE LOUISIANA AND ARKANSAS RAILROAD.
 BJ4523'
 BJ4523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4523'STATE HIGHWAY 427, DRIVE SOUTHWEST ALONG STATE HIGHWAY 427 FOR
 BJ4523'0.8 MILE TO A RAILROAD CROSSING AND THE MARK SET ON THE RIGHT
 BJ4523'AND NORTHWEST OF THE HIGHWAY NEAR A SIGNAL STANDARD.
 BJ4523'
 BJ4523'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4523'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A
 BJ4523'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4523'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4523'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4523'GROUND SURFACE.  THEY ARE STAMPED 17Q004 1975.  THE MARK IS
 BJ4523'74.5 FEET WEST-NORTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 BJ4523'MARKER, 42 FEET NORTH-NORTHWEST OF A RAILROAD CROSSING
 BJ4523'SIGNAL LIGHT, 41 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BJ4523'POST AND SIGN, 17.5 FEET NORTHWEST OF THE CENTER OF STATE
 BJ4523'HIGHWAY 427, 9.5 FEET EAST-NORTHEAST OF THE EAST RAIL ON
 BJ4523'THE RAILROAD AND 6.5 FEET WEST OF A RAILROAD CROSSING
 BJ4523'SIGNAL LIGHT.
 BJ4523'
 BJ4523'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4523
 BJ4523                          STATION RECOVERY (2006)
 BJ4523
 BJ4523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4523'NOT RECOVERED, NEW RAILROAD SIGNAL LIGHTS HAVE BEEN INSTALLED. A LOT
 BJ4523'CLEARING HAS BEEN DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4520 ***********************************************************************
 BJ4520  DESIGNATION -  17Q005 LADH 1975
 BJ4520  PID         -  BJ4520
 BJ4520  STATE/COUNTY-  LA/ASCENSION
 BJ4520  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4520
 BJ4520                         *CURRENT SURVEY CONTROL
 BJ4520  ___________________________________________________________________
 BJ4520* NAD 83(1992)-  30 19 59.06192(N)    090 59 04.72918(W)     ADJUSTED  
 BJ4520* NAVD 88     -         6.5    (meters)      21.     (feet)  VERTCON   
 BJ4520  ___________________________________________________________________
 BJ4520  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ4520  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4520
 BJ4520  HORZ ORDER  -  SECOND
 BJ4520
 BJ4520.The horizontal coordinates were established by classical geodetic methods
 BJ4520.and adjusted by the National Geodetic Survey in January 1993..
 BJ4520
 BJ4520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4520
 BJ4520.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4520
 BJ4520.The geoid height was determined by GEOID03.
 BJ4520
 BJ4520;                    North         East     Units Scale Factor Converg.
 BJ4520;SPC LA S     -   203,237.755 1,033,528.552   MT  0.99994249   +0 10 27.7
 BJ4520;SPC LA S     -   666,789.20  3,390,834.92   sFT  0.99994249   +0 10 27.7
 BJ4520;UTM  15      - 3,357,414.730   693,743.474   MT  1.00006310   +1 01 05.2
 BJ4520
 BJ4520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4520!SPC LA S     -   1.00000323  x   0.99994249  =   0.99994572
 BJ4520!UTM  15      -   1.00000323  x   1.00006310  =   1.00006633
 BJ4520
 BJ4520:                Primary Azimuth Mark                     Grid Az
 BJ4520:SPC LA S     -  17Q006                                   315 44 54.0
 BJ4520:UTM  15      -  17Q006                                   314 54 16.5
 BJ4520
 BJ4520|---------------------------------------------------------------------|
 BJ4520| PID    Reference Object                     Distance      Geod. Az  |
 BJ4520|                                                           dddmmss.s |
 BJ4520| BJ4521 17Q006                              APPROX. 0.5 KM 3155521.7 |
 BJ4520|---------------------------------------------------------------------|
 BJ4520
 BJ4520                          SUPERSEDED SURVEY CONTROL
 BJ4520
 BJ4520  NAD 83(1986)-  30 19 59.07948(N)    090 59 04.72792(W) AD(       ) 2
 BJ4520  NAD 27      -  30 19 58.37898(N)    090 59 04.36676(W) AD(       ) 2
 BJ4520  NGVD 29 (07/19/86)    6.5    (m)           21.     (f) VERT ANG       
 BJ4520
 BJ4520.Superseded values are not recommended for survey control.
 BJ4520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4520.See file dsdata.txt to determine how the superseded data were derived.
 BJ4520
 BJ4520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9374357415(NAD 83)
 BJ4520_MARKER: DD = SURVEY DISK
 BJ4520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4520+STABILITY: SURFACE MOTION
 BJ4520
 BJ4520  HISTORY     - Date     Condition        Report By
 BJ4520  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4520  HISTORY     - 20060524 MARK NOT FOUND   NGS
 BJ4520
 BJ4520                          STATION DESCRIPTION
 BJ4520
 BJ4520'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4520'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF DOWNTOWN
 BJ4520'BATON ROUGE AND 3 MILES NORTH WEST OF PRAIRIEVILLE.  THE
 BJ4520'MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ4520'OF HIGHWAYS.
 BJ4520'
 BJ4520'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 BJ4520'AND STATE HIGHWAY 427 DRIVE SOUTHEAST ALONG U.S. HIGHWAY
 BJ4520'61 FOR 2.3 MILES TO THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 BJ4520'HIGHWAY 427.  THE MARK IS SET IN THE SOUTHEAST QUADRANT OF THE
 BJ4520'JUNCTION.
 BJ4520'
 BJ4520'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4520'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A
 BJ4520'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4520'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4520'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW
 BJ4520'THE GROUND SURFACE.  THEY ARE STAMPED 17Q005 1975.  THE MARK
 BJ4520'IS 184 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 151
 BJ4520'FEET EAST-NORTHEAST OF THE EAST END OF A CONCRETE CULVERT,
 BJ4520'125 FEET EAST OF A POWER POLE (2612), 47.5 FEET SOUTHEAST
 BJ4520'OF THE CENTER OF STATE HIGHWAY 427 AND 1.5 FEET SOUTHWEST
 BJ4520'OF A METAL WITNESS POST AND SIGN.
 BJ4520'
 BJ4520'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 BJ4520
 BJ4520                          STATION RECOVERY (2006)
 BJ4520
 BJ4520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4520'NOT RECOVERED,AREA HAS CHANGED AND ROAD CONSTRUCTION GOING ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4521 ***********************************************************************
 BJ4521  DESIGNATION -  17Q006
 BJ4521  PID         -  BJ4521
 BJ4521  STATE/COUNTY-  LA/ASCENSION
 BJ4521  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4521
 BJ4521                         *CURRENT SURVEY CONTROL
 BJ4521  ___________________________________________________________________
 BJ4521* NAD 83(1992)-  30 20 10.78355(N)    090 59 17.81439(W)     ADJUSTED  
 BJ4521* NAVD 88     -         8.3    (meters)      27.     (feet)  VERTCON   
 BJ4521  ___________________________________________________________________
 BJ4521  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4521  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4521
 BJ4521  HORZ ORDER  -  SECOND
 BJ4521
 BJ4521.The horizontal coordinates were established by classical geodetic methods
 BJ4521.and adjusted by the National Geodetic Survey in January 1993..
 BJ4521
 BJ4521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4521
 BJ4521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4521
 BJ4521.The geoid height was determined by GEOID03.
 BJ4521
 BJ4521;                    North         East     Units Scale Factor Converg.
 BJ4521;SPC LA S     -   203,597.629 1,033,177.957   MT  0.99994282   +0 10 21.1
 BJ4521;SPC LA S     -   667,969.89  3,389,684.68   sFT  0.99994282   +0 10 21.1
 BJ4521;UTM  15      - 3,357,769.445   693,387.576   MT  1.00006140   +1 00 59.0
 BJ4521
 BJ4521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4521!SPC LA S     -   1.00000295  x   0.99994282  =   0.99994577
 BJ4521!UTM  15      -   1.00000295  x   1.00006140  =   1.00006435
 BJ4521
 BJ4521:                Primary Azimuth Mark                     Grid Az
 BJ4521:SPC LA S     -  17Q005 LADH 1975                         135 44 54.0
 BJ4521:UTM  15      -  17Q005 LADH 1975                         134 54 16.1
 BJ4521
 BJ4521|---------------------------------------------------------------------|
 BJ4521| PID    Reference Object                     Distance      Geod. Az  |
 BJ4521|                                                           dddmmss.s |
 BJ4521| BJ4520 17Q005 LADH 1975                    APPROX. 0.5 KM 1355515.1 |
 BJ4521| BJ4522 17Q007 LADH 1975                    APPROX. 1.5 KM 3281705.7 |
 BJ4521|---------------------------------------------------------------------|
 BJ4521
 BJ4521                          SUPERSEDED SURVEY CONTROL
 BJ4521
 BJ4521  NAD 83(1986)-  30 20 10.80112(N)    090 59 17.81310(W) AD(       ) 2
 BJ4521  NAD 27      -  30 20 10.10136(N)    090 59 17.45115(W) AD(       ) 2
 BJ4521  NGVD 29 (07/19/86)    8.3    (m)           27.     (f) VERT ANG       
 BJ4521
 BJ4521.Superseded values are not recommended for survey control.
 BJ4521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4521.See file dsdata.txt to determine how the superseded data were derived.
 BJ4521
 BJ4521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9338857769(NAD 83)
 BJ4521_MARKER: DD = SURVEY DISK
 BJ4521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4521+STABILITY: SURFACE MOTION
 BJ4521
 BJ4521  HISTORY     - Date     Condition        Report By
 BJ4521  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4521
 BJ4521                          STATION DESCRIPTION
 BJ4521
 BJ4521'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4521'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF DOWNTOWN
 BJ4521'BATON ROUGE AND 3 MILES NORTHWEST OF PRAIRIEVILLE.  THE MARK IS
 BJ4521'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4521'
 BJ4521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4521'STATE HIGHWAY 42, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR
 BJ4521'2 MILES TO THE MARK SET ON THE RIGHT AND SOUTHWEST OF THE HIGHWAY
 BJ4521'NEAR A GROUP OF OAK TREES.
 BJ4521'
 BJ4521'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4521'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4521'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4521'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS
 BJ4521'OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ4521'SURFACE.  THEY ARE STAMPED 17Q006 1975.  THE MARK IS 99 FEET
 BJ4521'WEST-NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT, 64.5
 BJ4521'FEET SOUTHWEST OF THE SOUTH BOUND LANE ON U.S. HIGHWAY 61,
 BJ4521'44 FEET SOUTHEAST OF A 20 INCH OAK TREE, 22 FEET EAST OF A 20
 BJ4521'INCH OAK TREE, 14 FEET NORTH OF A 24 INCH OAK TREE AND 2
 BJ4521'FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ4521'
 BJ4521'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4522 ***********************************************************************
 BJ4522  DESIGNATION -  17Q007 LADH 1975
 BJ4522  PID         -  BJ4522
 BJ4522  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4522  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4522
 BJ4522                         *CURRENT SURVEY CONTROL
 BJ4522  ___________________________________________________________________
 BJ4522* NAD 83(1992)-  30 20 53.48955(N)    090 59 48.24424(W)     ADJUSTED  
 BJ4522* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 BJ4522  ___________________________________________________________________
 BJ4522  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4522  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ4522
 BJ4522  HORZ ORDER  -  SECOND
 BJ4522
 BJ4522.The horizontal coordinates were established by classical geodetic methods
 BJ4522.and adjusted by the National Geodetic Survey in January 1993..
 BJ4522
 BJ4522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4522
 BJ4522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4522
 BJ4522.The geoid height was determined by GEOID03.
 BJ4522
 BJ4522;                    North         East     Units Scale Factor Converg.
 BJ4522;SPC LA S     -   204,910.218 1,032,361.335   MT  0.99994405   +0 10 05.9
 BJ4522;SPC LA S     -   672,276.27  3,387,005.48   sFT  0.99994405   +0 10 05.9
 BJ4522;UTM  15      - 3,359,070.014   692,551.611   MT  1.00005742   +1 00 44.9
 BJ4522
 BJ4522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4522!SPC LA S     -   1.00000303  x   0.99994405  =   0.99994708
 BJ4522!UTM  15      -   1.00000303  x   1.00005742  =   1.00006045
 BJ4522
 BJ4522:                Primary Azimuth Mark                     Grid Az
 BJ4522:SPC LA S     -  17Q008 LADH 1975                         323 29 50.4
 BJ4522:UTM  15      -  17Q008 LADH 1975                         322 39 11.4
 BJ4522
 BJ4522|---------------------------------------------------------------------|
 BJ4522| PID    Reference Object                     Distance      Geod. Az  |
 BJ4522|                                                           dddmmss.s |
 BJ4522| BJ4991 17Q008 LADH 1975                    APPROX. 1.4 KM 3233956.3 |
 BJ4522|---------------------------------------------------------------------|
 BJ4522
 BJ4522                          SUPERSEDED SURVEY CONTROL
 BJ4522
 BJ4522  NAD 83(1986)-  30 20 53.50713(N)    090 59 48.24291(W) AD(       ) 2
 BJ4522  NAD 27      -  30 20 52.80951(N)    090 59 47.87880(W) AD(       ) 2
 BJ4522  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 BJ4522
 BJ4522.Superseded values are not recommended for survey control.
 BJ4522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4522.See file dsdata.txt to determine how the superseded data were derived.
 BJ4522
 BJ4522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9255259070(NAD 83)
 BJ4522_MARKER: DD = SURVEY DISK
 BJ4522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4522+STABILITY: SURFACE MOTION
 BJ4522
 BJ4522  HISTORY     - Date     Condition        Report By
 BJ4522  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4522
 BJ4522                          STATION DESCRIPTION
 BJ4522
 BJ4522'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4522'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF DOWNTOWN
 BJ4522'BATON ROUGE.  THE MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA
 BJ4522'DEPARTMENT OF HIGHWAYS.
 BJ4522'
 BJ4522'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4522'STATE HIGHWAY 42, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR 1.1
 BJ4522'MILES TO THE STATION SET ON THE LEFT AND NORTHEAST OF THE HIGHWAY
 BJ4522'NEAR A POWER POLE AND A GATE.
 BJ4522'
 BJ4522'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4522'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4522'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4522'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS
 BJ4522'OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ4522'SURFACE.  THEY ARE STAMPED 17Q007 1975.  THE MARK IS 108 FEET
 BJ4522'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE ON U.S.
 BJ4522'HIGHWAY 61, 61 FEET NORTHWEST OF THE CENTER OF A WOODEN GATE,
 BJ4522'11 FEET SOUTHWEST OF A FENCE. 6 FEET WEST OF A POWER POLE
 BJ4522'AND 2 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ4522'
 BJ4522'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4991 ***********************************************************************
 BJ4991  DESIGNATION -  17Q008 LADH 1975
 BJ4991  PID         -  BJ4991
 BJ4991  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4991  USGS QUAD   -  ST GABRIEL (1995)
 BJ4991
 BJ4991                         *CURRENT SURVEY CONTROL
 BJ4991  ___________________________________________________________________
 BJ4991* NAD 83(1992)-  30 21 29.30419(N)    091 00 18.62000(W)     ADJUSTED  
 BJ4991* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 BJ4991  ___________________________________________________________________
 BJ4991  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4991  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ4991
 BJ4991  HORZ ORDER  -  SECOND
 BJ4991
 BJ4991.The horizontal coordinates were established by classical geodetic methods
 BJ4991.and adjusted by the National Geodetic Survey in January 1993..
 BJ4991
 BJ4991.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4991
 BJ4991.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4991
 BJ4991.The geoid height was determined by GEOID03.
 BJ4991
 BJ4991;                    North         East     Units Scale Factor Converg.
 BJ4991;SPC LA S     -   206,010.676 1,031,546.960   MT  0.99994511   +0 09 50.7
 BJ4991;SPC LA S     -   675,886.69  3,384,333.65   sFT  0.99994511   +0 09 50.7
 BJ4991;UTM  15      - 3,360,158.472   691,721.016   MT  1.00005348   +1 00 30.6
 BJ4991
 BJ4991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4991!SPC LA S     -   1.00000308  x   0.99994511  =   0.99994819
 BJ4991!UTM  15      -   1.00000308  x   1.00005348  =   1.00005656
 BJ4991
 BJ4991:                Primary Azimuth Mark                     Grid Az
 BJ4991:SPC LA S     -  17Q009 LADH 1975                         288 56 42.9
 BJ4991:UTM  15      -  17Q009 LADH 1975                         288 06 03.0
 BJ4991
 BJ4991|---------------------------------------------------------------------|
 BJ4991| PID    Reference Object                     Distance      Geod. Az  |
 BJ4991|                                                           dddmmss.s |
 BJ4991| BJ4997 17Q009 LADH 1975                    APPROX. 1.0 KM 2890633.6 |
 BJ4991|---------------------------------------------------------------------|
 BJ4991
 BJ4991                          SUPERSEDED SURVEY CONTROL
 BJ4991
 BJ4991  NAD 83(1986)-  30 21 29.32178(N)    091 00 18.61863(W) AD(       ) 2
 BJ4991  NAD 27      -  30 21 28.62597(N)    091 00 18.25274(W) AD(       ) 2
 BJ4991  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 BJ4991
 BJ4991.Superseded values are not recommended for survey control.
 BJ4991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4991.See file dsdata.txt to determine how the superseded data were derived.
 BJ4991
 BJ4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9172160158(NAD 83)
 BJ4991_MARKER: DD = SURVEY DISK
 BJ4991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4991+STABILITY: SURFACE MOTION
 BJ4991
 BJ4991  HISTORY     - Date     Condition        Report By
 BJ4991  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4991
 BJ4991                          STATION DESCRIPTION
 BJ4991
 BJ4991'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4991'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF DOWNTOWN
 BJ4991'BATON ROUGE AND 4 MILES NORTHWEST OF PRAIRIEVILLE.  THE MARK IS
 BJ4991'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4991'
 BJ4991'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4991'STATE HIGHWAY 42, DRIVE SOUTHEAST ALONG U.S. HIGHWAY 61 FOR 0.3
 BJ4991'MILES TO THE MARK SET ON THE LEFT AND NORTHEAST OF THE HIGHWAY
 BJ4991'IN A CURVE AND NEAR A LARGE LIVE OAK TREE.
 BJ4991'
 BJ4991'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4991'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4991'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4991'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4991'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4991'ARE STAMPED 17Q008 1975.  THE MARK IS 64 FEET WEST OF A POWER
 BJ4991'POLE, 49 FEET EAST OF THE CENTER OF A GRAVEL DRIVE, 22 FEET
 BJ4991'SOUTHEAST OF A POWER POLE, 21 FEET NORTH OF A 72 INCH LIVE OAK
 BJ4991'TREE, AND 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ4991'
 BJ4991'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4997 ***********************************************************************
 BJ4997  DESIGNATION -  17Q009 LADH 1975
 BJ4997  PID         -  BJ4997
 BJ4997  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4997  USGS QUAD   -  ST GABRIEL (1995)
 BJ4997
 BJ4997                         *CURRENT SURVEY CONTROL
 BJ4997  ___________________________________________________________________
 BJ4997* NAD 83(1992)-  30 21 39.55703(N)    091 00 52.74921(W)     ADJUSTED  
 BJ4997* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 BJ4997  ___________________________________________________________________
 BJ4997  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ4997  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4997
 BJ4997  HORZ ORDER  -  SECOND
 BJ4997
 BJ4997.The horizontal coordinates were established by classical geodetic methods
 BJ4997.and adjusted by the National Geodetic Survey in January 1993..
 BJ4997
 BJ4997.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4997
 BJ4997.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4997
 BJ4997.The geoid height was determined by GEOID03.
 BJ4997
 BJ4997;                    North         East     Units Scale Factor Converg.
 BJ4997;SPC LA S     -   206,323.811 1,030,634.715   MT  0.99994542   +0 09 33.6
 BJ4997;SPC LA S     -   676,914.04  3,381,340.73   sFT  0.99994542   +0 09 33.6
 BJ4997;UTM  15      - 3,360,458.161   690,804.159   MT  1.00004915   +1 00 13.6
 BJ4997
 BJ4997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4997!SPC LA S     -   1.00000302  x   0.99994542  =   0.99994844
 BJ4997!UTM  15      -   1.00000302  x   1.00004915  =   1.00005217
 BJ4997
 BJ4997:                Primary Azimuth Mark                     Grid Az
 BJ4997:SPC LA S     -  17Q010 LADH 1975                         300 16 13.9
 BJ4997:UTM  15      -  17Q010 LADH 1975                         299 25 33.9
 BJ4997
 BJ4997|---------------------------------------------------------------------|
 BJ4997| PID    Reference Object                     Distance      Geod. Az  |
 BJ4997|                                                           dddmmss.s |
 BJ4997| BJ5000 17Q010 LADH 1975                    APPROX. 1.5 KM 3002547.5 |
 BJ4997|---------------------------------------------------------------------|
 BJ4997
 BJ4997                          SUPERSEDED SURVEY CONTROL
 BJ4997
 BJ4997  NAD 83(1986)-  30 21 39.57464(N)    091 00 52.74782(W) AD(       ) 2
 BJ4997  NAD 27      -  30 21 38.87976(N)    091 00 52.38076(W) AD(       ) 2
 BJ4997  NGVD 29 (07/19/86)    7.9    (m)           26.     (f) VERT ANG       
 BJ4997
 BJ4997.Superseded values are not recommended for survey control.
 BJ4997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4997.See file dsdata.txt to determine how the superseded data were derived.
 BJ4997
 BJ4997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9080460458(NAD 83)
 BJ4997_MARKER: DD = SURVEY DISK
 BJ4997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4997+STABILITY: SURFACE MOTION
 BJ4997
 BJ4997  HISTORY     - Date     Condition        Report By
 BJ4997  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4997
 BJ4997                          STATION DESCRIPTION
 BJ4997
 BJ4997'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4997'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF DOWNTOWN
 BJ4997'BATON ROUGE AND 5 MILES NORTHWEST OF PRAIRIEVILLE.  THE MARK IS
 BJ4997'SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 BJ4997'
 BJ4997'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4997'STATE HIGHWAY 42, DRIVE NORTHWEST ALONG U.S. HIGHWAY 61 FOR 0.4
 BJ4997'MILE TO THE MARK SET ON THE LEFT AND SOUTHWEST OF THE HIGHWAY
 BJ4997'NEAR A RIGHT-OF-WAY FENCE AND A GROUP OF OAK TREES.
 BJ4997'
 BJ4997'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4997'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF
 BJ4997'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4997'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4997'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4997'GROUND SURFACE.  THEY ARE STAMPED 17Q009 1975.  THE MARK IS
 BJ4997'110 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE
 BJ4997'ON U.S. HIGHWAY 61, 15 FEET SOUTHEAST OF A 16 INCH OAK TREE, 9
 BJ4997'FEET NORTH-NORTHEAST OF A 24 INCH OAK TREE, 6.5 FEET
 BJ4997'NORTH-NORTHEAST OF A RIGHT-OF-WAY FENCE AND 2 FEET NORTHWEST
 BJ4997'OF A METAL WITNESS POST AND SIGN.
 BJ4997'
 BJ4997'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5000 ***********************************************************************
 BJ5000  DESIGNATION -  17Q010 LADH 1975
 BJ5000  PID         -  BJ5000
 BJ5000  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5000  USGS QUAD   -  ST GABRIEL (1995)
 BJ5000
 BJ5000                         *CURRENT SURVEY CONTROL
 BJ5000  ___________________________________________________________________
 BJ5000* NAD 83(1992)-  30 22 04.06026(N)    091 01 40.86107(W)     ADJUSTED  
 BJ5000* NAVD 88     -         8.8    (meters)      29.     (feet)  VERTCON   
 BJ5000  ___________________________________________________________________
 BJ5000  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ5000  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ5000
 BJ5000  HORZ ORDER  -  SECOND
 BJ5000
 BJ5000.The horizontal coordinates were established by classical geodetic methods
 BJ5000.and adjusted by the National Geodetic Survey in January 1993..
 BJ5000
 BJ5000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5000
 BJ5000.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5000
 BJ5000.The geoid height was determined by GEOID03.
 BJ5000
 BJ5000;                    North         East     Units Scale Factor Converg.
 BJ5000;SPC LA S     -   207,074.824 1,029,347.991   MT  0.99994618   +0 09 09.6
 BJ5000;SPC LA S     -   679,377.99  3,377,119.20   sFT  0.99994618   +0 09 09.6
 BJ5000;UTM  15      - 3,361,190.201   689,506.374   MT  1.00004306   +0 59 50.0
 BJ5000
 BJ5000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5000!SPC LA S     -   1.00000288  x   0.99994618  =   0.99994906
 BJ5000!UTM  15      -   1.00000288  x   1.00004306  =   1.00004594
 BJ5000
 BJ5000:                Primary Azimuth Mark                     Grid Az
 BJ5000:SPC LA S     -  17Q011 LADH 1975                         328 30 14.0
 BJ5000:UTM  15      -  17Q011 LADH 1975                         327 39 33.6
 BJ5000
 BJ5000|---------------------------------------------------------------------|
 BJ5000| PID    Reference Object                     Distance      Geod. Az  |
 BJ5000|                                                           dddmmss.s |
 BJ5000| BJ4942 17Q011 LADH 1975                    APPROX. 1.2 KM 3283923.6 |
 BJ5000|---------------------------------------------------------------------|
 BJ5000
 BJ5000                          SUPERSEDED SURVEY CONTROL
 BJ5000
 BJ5000  NAD 83(1986)-  30 22 04.07793(N)    091 01 40.85969(W) AD(       ) 2
 BJ5000  NAD 27      -  30 22 03.38451(N)    091 01 40.49081(W) AD(       ) 2
 BJ5000  NGVD 29 (07/19/86)    8.8    (m)           29.     (f) VERT ANG       
 BJ5000
 BJ5000.Superseded values are not recommended for survey control.
 BJ5000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5000.See file dsdata.txt to determine how the superseded data were derived.
 BJ5000
 BJ5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8950661190(NAD 83)
 BJ5000_MARKER: DD = SURVEY DISK
 BJ5000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5000+STABILITY: SURFACE MOTION
 BJ5000
 BJ5000  HISTORY     - Date     Condition        Report By
 BJ5000  HISTORY     - 1975     MONUMENTED       LADTD
 BJ5000
 BJ5000                          STATION DESCRIPTION
 BJ5000
 BJ5000'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ5000'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF DOWNTOWN
 BJ5000'BATON ROUGE AND 6 MILES NORTHWEST OF PRAIRIEVILLE.  THE MARK IS
 BJ5000'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5000'
 BJ5000'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ5000'STATE HIGHWAY 42, DRIVE NORTHWEST ALONG U.S. HIGHWAY 61 FOR 1.3
 BJ5000'MILE TO THE MARK SET ON THE LEFT AND SOUTHWEST OF THE HIGHWAY
 BJ5000'NEAR A RIGHT-OF-WAY FENCE AND A BEECH TREE.
 BJ5000'
 BJ5000'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ5000'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF
 BJ5000'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ5000'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ5000'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ5000'GROUND SURFACE.  THEY ARE STAMPED 17Q010 1975.  THE MARK IS 107
 BJ5000'FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE ON
 BJ5000'U.S. HIGHWAY 61, 46 FEET SOUTHEAST OF A 16 INCH SYCAMORE TREE,
 BJ5000'43 FEET WEST OF AN 18 INCH BEECH TREE, 10 FEET NORTHEAST OF A
 BJ5000'RIGHT-OF-WAY FENCE AND 2 FEET SOUTHEAST OF A METAL WITNESS
 BJ5000'POST AND SIGN.
 BJ5000'
 BJ5000'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4942 ***********************************************************************
 BJ4942  DESIGNATION -  17Q011 LADH 1975
 BJ4942  PID         -  BJ4942
 BJ4942  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4942  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4942
 BJ4942                         *CURRENT SURVEY CONTROL
 BJ4942  ___________________________________________________________________
 BJ4942* NAD 83(1992)-  30 22 37.90343(N)    091 02 04.63440(W)     ADJUSTED  
 BJ4942* NAVD 88     -        10.3    (meters)      34.     (feet)  VERTCON   
 BJ4942  ___________________________________________________________________
 BJ4942  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ4942  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4942
 BJ4942  HORZ ORDER  -  SECOND
 BJ4942
 BJ4942.The horizontal coordinates were established by classical geodetic methods
 BJ4942.and adjusted by the National Geodetic Survey in January 1993..
 BJ4942
 BJ4942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4942
 BJ4942.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4942
 BJ4942.The geoid height was determined by GEOID03.
 BJ4942
 BJ4942;                    North         East     Units Scale Factor Converg.
 BJ4942;SPC LA S     -   208,115.261 1,028,710.506   MT  0.99994724   +0 08 57.7
 BJ4942;SPC LA S     -   682,791.49  3,375,027.72   sFT  0.99994724   +0 08 57.7
 BJ4942;UTM  15      - 3,362,221.225   688,853.559   MT  1.00004001   +0 59 39.0
 BJ4942
 BJ4942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4942!SPC LA S     -   1.00000264  x   0.99994724  =   0.99994988
 BJ4942!UTM  15      -   1.00000264  x   1.00004001  =   1.00004265
 BJ4942
 BJ4942:                Primary Azimuth Mark                     Grid Az
 BJ4942:SPC LA S     -  17Q012 LADH 1975                         324 23 26.9
 BJ4942:UTM  15      -  17Q012 LADH 1975                         323 32 45.6
 BJ4942
 BJ4942|---------------------------------------------------------------------|
 BJ4942| PID    Reference Object                     Distance      Geod. Az  |
 BJ4942|                                                           dddmmss.s |
 BJ4942| BJ4944 17Q012 LADH 1975                    APPROX. 0.9 KM 3243224.6 |
 BJ4942|---------------------------------------------------------------------|
 BJ4942
 BJ4942                          SUPERSEDED SURVEY CONTROL
 BJ4942
 BJ4942  NAD 83(1986)-  30 22 37.92112(N)    091 02 04.63297(W) AD(       ) 2
 BJ4942  NAD 27      -  30 22 37.22899(N)    091 02 04.26284(W) AD(       ) 2
 BJ4942  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG       
 BJ4942
 BJ4942.Superseded values are not recommended for survey control.
 BJ4942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4942.See file dsdata.txt to determine how the superseded data were derived.
 BJ4942
 BJ4942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8885462221(NAD 83)
 BJ4942_MARKER: DD = SURVEY DISK
 BJ4942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4942+STABILITY: SURFACE MOTION
 BJ4942
 BJ4942  HISTORY     - Date     Condition        Report By
 BJ4942  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4942
 BJ4942                          STATION DESCRIPTION
 BJ4942
 BJ4942'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4942'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF DOWNTOWN
 BJ4942'BATON ROUGE AND 7 MILES NORTHWEST OF PRAIRIEVILLE.  THE MARK IS
 BJ4942'SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4942'
 BJ4942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4942'STATE HIGHWAY 42, DRIVE NORTHWEST ALONG U.S. HIGHWAY 61 FOR 1.9
 BJ4942'MILE TO THE MARK SET ON THE RIGHT AND NORTHEAST OF THE HIGHWAY
 BJ4942'NEAR A RAIL FENCE WITH BRICK POSTS AND A POWER POLE.
 BJ4942'
 BJ4942'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4942'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF
 BJ4942'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4942'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 BJ4942'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4942'GROUND SURFACE.  THEY ARE STAMPED 17Q011 1975.  THE MARK IS 116
 BJ4942'FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE ON
 BJ4942'U.S. HIGHWAY 61, 48 FEET NORTHWEST OF A 10 INCH OAK TREE, 9
 BJ4942'FEET EAST-SOUTHEAST OF A POWER POLE, 3.5 FEET SOUTHWEST OF A
 BJ4942'RAIL FENCE AND 2 FEET SOUTHEAST OF A METAL WITNESS POST AND
 BJ4942'SIGN.
 BJ4942'
 BJ4942'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4944 ***********************************************************************
 BJ4944  DESIGNATION -  17Q012 LADH 1975
 BJ4944  PID         -  BJ4944
 BJ4944  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4944  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4944
 BJ4944                         *CURRENT SURVEY CONTROL
 BJ4944  ___________________________________________________________________
 BJ4944* NAD 83(1992)-  30 23 02.88744(N)    091 02 25.15945(W)     ADJUSTED  
 BJ4944* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 BJ4944  ___________________________________________________________________
 BJ4944  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ4944  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ4944
 BJ4944  HORZ ORDER  -  SECOND
 BJ4944
 BJ4944.The horizontal coordinates were established by classical geodetic methods
 BJ4944.and adjusted by the National Geodetic Survey in January 1993..
 BJ4944
 BJ4944.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4944
 BJ4944.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4944
 BJ4944.The geoid height was determined by GEOID03.
 BJ4944
 BJ4944;                    North         East     Units Scale Factor Converg.
 BJ4944;SPC LA S     -   208,883.165 1,028,160.555   MT  0.99994804   +0 08 47.4
 BJ4944;SPC LA S     -   685,310.85  3,373,223.42   sFT  0.99994804   +0 08 47.4
 BJ4944;UTM  15      - 3,362,981.005   688,292.293   MT  1.00003740   +0 59 29.4
 BJ4944
 BJ4944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4944!SPC LA S     -   1.00000293  x   0.99994804  =   0.99995097
 BJ4944!UTM  15      -   1.00000293  x   1.00003740  =   1.00004033
 BJ4944
 BJ4944:                Primary Azimuth Mark                     Grid Az
 BJ4944:SPC LA S     -  17 Q 013                                 319 17 10.7
 BJ4944:UTM  15      -  17 Q 013                                 318 26 28.7
 BJ4944
 BJ4944|---------------------------------------------------------------------|
 BJ4944| PID    Reference Object                     Distance      Geod. Az  |
 BJ4944|                                                           dddmmss.s |
 BJ4944| BJ4108 17 Q 013                            APPROX. 1.9 KM 3192558.1 |
 BJ4944|---------------------------------------------------------------------|
 BJ4944
 BJ4944                          SUPERSEDED SURVEY CONTROL
 BJ4944
 BJ4944  NAD 83(1986)-  30 23 02.90515(N)    091 02 25.15798(W) AD(       ) 2
 BJ4944  NAD 27      -  30 23 02.21397(N)    091 02 24.78692(W) AD(       ) 2
 BJ4944  NGVD 29 (07/19/86)    8.5    (m)           28.     (f) VERT ANG       
 BJ4944
 BJ4944.Superseded values are not recommended for survey control.
 BJ4944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4944.See file dsdata.txt to determine how the superseded data were derived.
 BJ4944
 BJ4944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8829262981(NAD 83)
 BJ4944_MARKER: DD = SURVEY DISK
 BJ4944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4944+STABILITY: SURFACE MOTION
 BJ4944
 BJ4944  HISTORY     - Date     Condition        Report By
 BJ4944  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4944
 BJ4944                          STATION DESCRIPTION
 BJ4944
 BJ4944'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4944'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF DOWNTOWN
 BJ4944'BATON ROUGE.  THE MARK IS SET ON PROPERTY OWNED BY THE
 BJ4944'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4944'
 BJ4944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4944'STATE HIGHWAY 42, DRIVE NORTHWEST ALONG U.S. HIGHWAY 61 FOR 2.5
 BJ4944'MILES TO THE MARK SET ON THE RIGHT AND NORTHEAST OF THE HIGHWAY
 BJ4944'NEAR A POWER POLE AND A TELEPHONE CABLE JUNCTION BOX.
 BJ4944'
 BJ4944'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ4944'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF
 BJ4944'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4944'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 BJ4944'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 BJ4944'SURFACE.  THEY ARE STAMPED 17Q012 1975.  THE MARK IS 116 FEET
 BJ4944'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE ON U.S. HIGHWAY
 BJ4944'61, 11.5 FEET SOUTH OF AN 18 INCH OAK TREE, 9.5 FEET WEST OF A
 BJ4944'24 INCH OAK TREE, 8 FEET NORTH OF A TELEPHONE CABLE JUNCTION
 BJ4944'BOX, 5 FEET NORTHEAST OF A POWER POLE AND 2 FEET NORTHWEST
 BJ4944'OF A METAL WITNESS POST AND SIGN.
 BJ4944'
 BJ4944'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4730 ***********************************************************************
 BJ4730  DESIGNATION -  17S001 LDH
 BJ4730  PID         -  BJ4730
 BJ4730  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4730  USGS QUAD   -  FRED (1980)
 BJ4730
 BJ4730                         *CURRENT SURVEY CONTROL
 BJ4730  ___________________________________________________________________
 BJ4730* NAD 83(1992)-  30 38 03.50114(N)    091 07 24.48993(W)     ADJUSTED  
 BJ4730* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 BJ4730  ___________________________________________________________________
 BJ4730  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4730  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4730
 BJ4730  HORZ ORDER  -  SECOND
 BJ4730
 BJ4730.The horizontal coordinates were established by classical geodetic methods
 BJ4730.and adjusted by the National Geodetic Survey in January 1993..
 BJ4730
 BJ4730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4730
 BJ4730.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4730
 BJ4730.The geoid height was determined by GEOID03.
 BJ4730
 BJ4730;                    North         East     Units Scale Factor Converg.
 BJ4730;SPC LA S     -   236,598.800 1,020,118.696   MT  0.99998669   +0 06 17.8
 BJ4730;SPC LA S     -   776,241.23  3,346,839.42   sFT  0.99998669   +0 06 17.8
 BJ4730;UTM  15      - 3,390,575.985   679,840.540   MT  0.99999899   +0 57 23.2
 BJ4730
 BJ4730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4730!SPC LA S     -   1.00000015  x   0.99998669  =   0.99998684
 BJ4730!UTM  15      -   1.00000015  x   0.99999899  =   0.99999914
 BJ4730
 BJ4730:                Primary Azimuth Mark                     Grid Az
 BJ4730:SPC LA S     -  17S002 LDH                               314 56 37.9
 BJ4730:UTM  15      -  17S002 LDH                               314 05 32.5
 BJ4730
 BJ4730|---------------------------------------------------------------------|
 BJ4730| PID    Reference Object                     Distance      Geod. Az  |
 BJ4730|                                                           dddmmss.s |
 BJ4730| BJ4809 17S002 LDH                          446.842 METERS 3150255.7 |
 BJ4730|---------------------------------------------------------------------|
 BJ4730
 BJ4730                          SUPERSEDED SURVEY CONTROL
 BJ4730
 BJ4730  NAD 83(1986)-  30 38 03.51909(N)    091 07 24.48686(W) AD(       ) 2
 BJ4730  NAD 27      -  30 38 02.85042(N)    091 07 24.10339(W) AD(       ) 2
 BJ4730  NGVD 29 (07/19/86)   26.3    (m)           86.     (f) VERT ANG       
 BJ4730
 BJ4730.Superseded values are not recommended for survey control.
 BJ4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4730.See file dsdata.txt to determine how the superseded data were derived.
 BJ4730
 BJ4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7984190576(NAD 83)
 BJ4730_MARKER: DD = SURVEY DISK
 BJ4730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4730+STABILITY: SURFACE MOTION
 BJ4730
 BJ4730  HISTORY     - Date     Condition        Report By
 BJ4730  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4730
 BJ4730                          STATION DESCRIPTION
 BJ4730
 BJ4730'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4730'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF ZACHARY AND 4
 BJ4730'MILES NORTHEAST OF BAKER.  THE MARK IS SET ON PROPERTY MAINTAINED
 BJ4730'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4730'
 BJ4730'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND THE
 BJ4730'LOWER ZACHARY ROAD IN SOUTH ZACHARY, DRIVE EAST ALONG THE LOWER
 BJ4730'ZACHARY ROAD FOR 1.6 MILES TO THE MARK SET ON THE RIGHT AND SOUTH
 BJ4730'OF THE HIGHWAY NEAR A OAK TREE AND A TELEPHONE CABLE JUNCTION BOX.
 BJ4730'
 BJ4730'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4730'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4730'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4730'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4730'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4730'ARE STAMPED 17S001 1975.  THE MARK IS 116 FEET WEST OF A FENCE
 BJ4730'BRACE, 77 FEET EAST OF A FENCE CORNER WITH A TELEPHONE CABLE
 BJ4730'JUNCTION BOX NEAR, 42.5 FEET SOUTH OF THE CENTER OF THE LOWER
 BJ4730'ZACHARY ROAD, 8 FEET EAST OF A 10 INCH OAK TREE AND 2.5 FEET
 BJ4730'NORTH OF A FENCE.
 BJ4730'
 BJ4730'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4809 ***********************************************************************
 BJ4809  DESIGNATION -  17S002 LDH
 BJ4809  PID         -  BJ4809
 BJ4809  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4809  USGS QUAD   -  ZACHARY (1980)
 BJ4809
 BJ4809                         *CURRENT SURVEY CONTROL
 BJ4809  ___________________________________________________________________
 BJ4809* NAD 83(1992)-  30 38 13.76989(N)    091 07 36.34533(W)     ADJUSTED  
 BJ4809* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 BJ4809  ___________________________________________________________________
 BJ4809  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4809  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4809
 BJ4809  HORZ ORDER  -  SECOND
 BJ4809
 BJ4809.The horizontal coordinates were established by classical geodetic methods
 BJ4809.and adjusted by the National Geodetic Survey in January 1993..
 BJ4809
 BJ4809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4809
 BJ4809.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4809
 BJ4809.The geoid height was determined by GEOID03.
 BJ4809
 BJ4809;                    North         East     Units Scale Factor Converg.
 BJ4809;SPC LA S     -   236,914.452 1,019,802.426   MT  0.99998724   +0 06 11.8
 BJ4809;SPC LA S     -   777,276.83  3,345,801.79   sFT  0.99998724   +0 06 11.8
 BJ4809;UTM  15      - 3,390,886.904   679,519.610   MT  0.99999757   +0 57 17.5
 BJ4809
 BJ4809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4809!SPC LA S     -   1.00000006  x   0.99998724  =   0.99998730
 BJ4809!UTM  15      -   1.00000006  x   0.99999757  =   0.99999763
 BJ4809
 BJ4809:                Primary Azimuth Mark                     Grid Az
 BJ4809:SPC LA S     -  17S001 LDH                               134 56 37.9
 BJ4809:UTM  15      -  17S001 LDH                               134 05 32.2
 BJ4809
 BJ4809|---------------------------------------------------------------------|
 BJ4809| PID    Reference Object                     Distance      Geod. Az  |
 BJ4809|                                                           dddmmss.s |
 BJ4809| BJ4730 17S001 LDH                          446.842 METERS 1350249.7 |
 BJ4809| BJ4810 17S003 LDH                          APPROX. 0.5 KM 2842621.5 |
 BJ4809|---------------------------------------------------------------------|
 BJ4809
 BJ4809                          SUPERSEDED SURVEY CONTROL
 BJ4809
 BJ4809  NAD 83(1986)-  30 38 13.78786(N)    091 07 36.34224(W) AD(       ) 2
 BJ4809  NAD 27      -  30 38 13.11953(N)    091 07 35.95847(W) AD(       ) 2
 BJ4809  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 BJ4809
 BJ4809.Superseded values are not recommended for survey control.
 BJ4809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4809.See file dsdata.txt to determine how the superseded data were derived.
 BJ4809
 BJ4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7952090887(NAD 83)
 BJ4809_MARKER: DD = SURVEY DISK
 BJ4809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4809+STABILITY: SURFACE MOTION
 BJ4809
 BJ4809  HISTORY     - Date     Condition        Report By
 BJ4809  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4809
 BJ4809                          STATION DESCRIPTION
 BJ4809
 BJ4809'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4809'THE STATION IS LOCATED ABOUT 1.3 MILES SOUTHEAST OF ZACHARY AND 5
 BJ4809'MILES SOUTH OF SLAUGHTER.  THE MARK IS SET ON PROPERTY MAINTAINED
 BJ4809'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4809'
 BJ4809'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND THE
 BJ4809'LOWER ZACHARY ROAD IN SOUTH ZACHARY, DRIVE EAST ALONG THE LOWER
 BJ4809'ZACHARY ROAD FOR 1.3 MILES TO THE MARK SET ON THE LEFT AND NORTH OF
 BJ4809'THE HIGHWAY NEAR A GATE AND A CEMETERY.
 BJ4809'
 BJ4809'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4809'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4809'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4809'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4809'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4809'ARE STAMPED 17S002 1975.  THE MARK IS 37.3 FEET NORTH-NORTHEAST OF
 BJ4809'THE CENTER OF THE LOWER ZACHARY ROAD, 33.5 FEET EAST-NORTHEAST
 BJ4809'OF A POWER POLE, 13.5 FEET EAST-SOUTHEAST OF THE CENTER OF A
 BJ4809'METAL FIELD GATE, 3 FEET SOUTH-SOUTHWEST OF A FENCE AND 2 FEET
 BJ4809'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BJ4809'
 BJ4809'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4810 ***********************************************************************
 BJ4810  DESIGNATION -  17S003 LDH
 BJ4810  PID         -  BJ4810
 BJ4810  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4810  USGS QUAD   -  ZACHARY (1980)
 BJ4810
 BJ4810                         *CURRENT SURVEY CONTROL
 BJ4810  ___________________________________________________________________
 BJ4810* NAD 83(1992)-  30 38 17.99093(N)    091 07 55.30540(W)     ADJUSTED  
 BJ4810* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 BJ4810  ___________________________________________________________________
 BJ4810  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ4810  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4810
 BJ4810  HORZ ORDER  -  SECOND
 BJ4810
 BJ4810.The horizontal coordinates were established by classical geodetic methods
 BJ4810.and adjusted by the National Geodetic Survey in January 1993..
 BJ4810
 BJ4810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4810
 BJ4810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4810
 BJ4810.The geoid height was determined by GEOID03.
 BJ4810
 BJ4810;                    North         East     Units Scale Factor Converg.
 BJ4810;SPC LA S     -   237,043.540 1,019,297.319   MT  0.99998746   +0 06 02.4
 BJ4810;SPC LA S     -   777,700.35  3,344,144.62   sFT  0.99998746   +0 06 02.4
 BJ4810;UTM  15      - 3,391,008.472   679,012.636   MT  0.99999533   +0 57 07.9
 BJ4810
 BJ4810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4810!SPC LA S     -   0.99999995  x   0.99998746  =   0.99998741
 BJ4810!UTM  15      -   0.99999995  x   0.99999533  =   0.99999528
 BJ4810
 BJ4810:                Primary Azimuth Mark                     Grid Az
 BJ4810:SPC LA S     -  17S002 LDH                               104 20 09.4
 BJ4810:UTM  15      -  17S002 LDH                               103 29 03.9
 BJ4810
 BJ4810|---------------------------------------------------------------------|
 BJ4810| PID    Reference Object                     Distance      Geod. Az  |
 BJ4810|                                                           dddmmss.s |
 BJ4810| BJ4809 17S002 LDH                          APPROX. 0.5 KM 1042611.8 |
 BJ4810| BJ4811 17S004 LDH                          APPROX. 0.9 KM 2810433.1 |
 BJ4810|---------------------------------------------------------------------|
 BJ4810
 BJ4810                          SUPERSEDED SURVEY CONTROL
 BJ4810
 BJ4810  NAD 83(1986)-  30 38 18.00892(N)    091 07 55.30231(W) AD(       ) 2
 BJ4810  NAD 27      -  30 38 17.34071(N)    091 07 54.91814(W) AD(       ) 2
 BJ4810  NGVD 29 (07/19/86)   27.6    (m)           91.     (f) VERT ANG       
 BJ4810
 BJ4810.Superseded values are not recommended for survey control.
 BJ4810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4810.See file dsdata.txt to determine how the superseded data were derived.
 BJ4810
 BJ4810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7901391008(NAD 83)
 BJ4810_MARKER: DD = SURVEY DISK
 BJ4810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4810+STABILITY: SURFACE MOTION
 BJ4810
 BJ4810  HISTORY     - Date     Condition        Report By
 BJ4810  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4810
 BJ4810                          STATION DESCRIPTION
 BJ4810
 BJ4810'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4810'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF ZACHARY.  THE MARK
 BJ4810'IS SET ON PROPERTY MAINTAINED BY THE LOUISIANA DEPARTMENT OF
 BJ4810'HIGHWAYS.
 BJ4810'
 BJ4810'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 BJ4810'THE LOWER ZACHARY ROAD IN SOUTH ZACHARY, DRIVE EAST ALONG THE LOWER
 BJ4810'ZACHARY ROAD FOR 1.1 MILES TO THE MARK SET ON THE RIGHT AND SOUTH
 BJ4810'OF THE HIGHWAY NEAR A LARGE GUM TREE AND A CULVERT.
 BJ4810'
 BJ4810'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4810'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4810'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4810'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4810'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4810'ARE STAMPED 17S003 1975.  THE MARK IS 31.5 FEET SOUTH OF THE
 BJ4810'CENTER OF THE LOWER ZACHARY ROAD, 20 FEET NORTHWEST OF THE CENTER
 BJ4810'OF A METAL FIELD GATE, 9 FEET SOUTHEAST OF THE WEST END OF A
 BJ4810'CONCRETE SIDE-DRAIN, 5.5 FEET NORTH-NORTHEAST OF A 30 INCH GUM
 BJ4810'TREE, 7.5 FEET NORTH OF A FENCE AND 1.5 FEET SOUTH OF A METAL
 BJ4810'WITNESS POST AND SIGN.
 BJ4810'
 BJ4810'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4811 ***********************************************************************
 BJ4811  DESIGNATION -  17S004 LDH
 BJ4811  PID         -  BJ4811
 BJ4811  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4811  USGS QUAD   -  ZACHARY (1980)
 BJ4811
 BJ4811                         *CURRENT SURVEY CONTROL
 BJ4811  ___________________________________________________________________
 BJ4811* NAD 83(1992)-  30 38 23.32112(N)    091 08 26.80182(W)     ADJUSTED  
 BJ4811* NAVD 88     -        27.0    (meters)      89.     (feet)  VERTCON   
 BJ4811  ___________________________________________________________________
 BJ4811  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BJ4811  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4811
 BJ4811  HORZ ORDER  -  SECOND
 BJ4811
 BJ4811.The horizontal coordinates were established by classical geodetic methods
 BJ4811.and adjusted by the National Geodetic Survey in January 1993..
 BJ4811
 BJ4811.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4811
 BJ4811.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4811
 BJ4811.The geoid height was determined by GEOID03.
 BJ4811
 BJ4811;                    North         East     Units Scale Factor Converg.
 BJ4811;SPC LA S     -   237,206.241 1,018,458.351   MT  0.99998775   +0 05 46.6
 BJ4811;SPC LA S     -   778,234.14  3,341,392.11   sFT  0.99998775   +0 05 46.6
 BJ4811;UTM  15      - 3,391,158.689   678,171.338   MT  0.99999162   +0 56 52.0
 BJ4811
 BJ4811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4811!SPC LA S     -   1.00000004  x   0.99998775  =   0.99998779
 BJ4811!UTM  15      -   1.00000004  x   0.99999162  =   0.99999166
 BJ4811
 BJ4811:                Primary Azimuth Mark                     Grid Az
 BJ4811:SPC LA S     -  17S005 LDH                               277 09 57.0
 BJ4811:UTM  15      -  17S005 LDH                               276 18 51.6
 BJ4811
 BJ4811|---------------------------------------------------------------------|
 BJ4811| PID    Reference Object                     Distance      Geod. Az  |
 BJ4811|                                                           dddmmss.s |
 BJ4811| BJ4813 17S005 LDH                          APPROX. 1.9 KM 2771543.6 |
 BJ4811|---------------------------------------------------------------------|
 BJ4811
 BJ4811                          SUPERSEDED SURVEY CONTROL
 BJ4811
 BJ4811  NAD 83(1986)-  30 38 23.33914(N)    091 08 26.79871(W) AD(       ) 2
 BJ4811  NAD 27      -  30 38 22.67103(N)    091 08 26.41380(W) AD(       ) 2
 BJ4811  NGVD 29 (07/19/86)   27.0    (m)           89.     (f) VERT ANG       
 BJ4811
 BJ4811.Superseded values are not recommended for survey control.
 BJ4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4811.See file dsdata.txt to determine how the superseded data were derived.
 BJ4811
 BJ4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7817191159(NAD 83)
 BJ4811_MARKER: DD = SURVEY DISK
 BJ4811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4811+STABILITY: SURFACE MOTION
 BJ4811
 BJ4811  HISTORY     - Date     Condition        Report By
 BJ4811  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4811
 BJ4811                          STATION DESCRIPTION
 BJ4811
 BJ4811'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4811'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF ZACHARY NEAR THE
 BJ4811'JUNCTION OF CARPENTER ROAD AND THE LOWER ZACHARY ROAD ABOUT 1 MILE
 BJ4811'FROM THE CENTER OF TOWN.  THE MARK IS SET ON PROPERTY MAINTAINED
 BJ4811'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4811'
 BJ4811'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND THE
 BJ4811'LOWER ZACHARY ROAD IN SOUTH ZACHARY, DRIVE EAST ALONG THE LOWER
 BJ4811'ZACHARY ROAD FOR 0.5 MILES TO THE JUNCTION WITH CARPENTER ROAD AND
 BJ4811'THE MARK SET IN THE NORTHWEST QUADRANT OF THE JUNCTION NEAR A
 BJ4811'FENCE AND A TELEPHONE CABLE JUNCTION BOX.
 BJ4811'
 BJ4811'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4811'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4811'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4811'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4811'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4811'ARE STAMPED 17S004 1975.  THE MARK IS 90 FEET WEST-SOUTHWEST OF
 BJ4811'THE CENTER OF CARPENTER ROAD, 58 FEET NORTHWEST OF THE CENTER
 BJ4811'OF THE LOWER ZACHARY ROAD, 52.5 FEET EAST OF A POWER POLE WITH
 BJ4811'A TRANSFORMER ATTACHED, 24 FEET SOUTH OF A TELEPHONE CABLE
 BJ4811'JUNCTION BOX, 2 FEET NORTHEAST OF A FENCE AND 1.5 FEET SOUTHEAST
 BJ4811'OF A METAL WITNESS POST AND SIGN.
 BJ4811'
 BJ4811'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4813 ***********************************************************************
 BJ4813  DESIGNATION -  17S005 LDH
 BJ4813  PID         -  BJ4813
 BJ4813  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4813  USGS QUAD   -  ZACHARY (1980)
 BJ4813
 BJ4813                         *CURRENT SURVEY CONTROL
 BJ4813  ___________________________________________________________________
 BJ4813* NAD 83(1992)-  30 38 31.10533(N)    091 09 37.49729(W)     ADJUSTED  
 BJ4813* NAVD 88     -        29.1    (meters)      95.     (feet)  VERTCON   
 BJ4813  ___________________________________________________________________
 BJ4813  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4813  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4813
 BJ4813  HORZ ORDER  -  SECOND
 BJ4813
 BJ4813.The horizontal coordinates were established by classical geodetic methods
 BJ4813.and adjusted by the National Geodetic Survey in January 1993..
 BJ4813
 BJ4813.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4813
 BJ4813.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4813
 BJ4813.The geoid height was determined by GEOID03.
 BJ4813
 BJ4813;                    North         East     Units Scale Factor Converg.
 BJ4813;SPC LA S     -   237,442.954 1,016,575.525   MT  0.99998817   +0 05 11.3
 BJ4813;SPC LA S     -   779,010.76  3,335,214.87   sFT  0.99998817   +0 05 11.3
 BJ4813;UTM  15      - 3,391,367.396   676,285.203   MT  0.99998337   +0 56 16.2
 BJ4813
 BJ4813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4813!SPC LA S     -   0.99999971  x   0.99998817  =   0.99998788
 BJ4813!UTM  15      -   0.99999971  x   0.99998337  =   0.99998308
 BJ4813
 BJ4813:                Primary Azimuth Mark                     Grid Az
 BJ4813:SPC LA S     -  ZACHARY AZ MK                            009 47 37.3
 BJ4813:UTM  15      -  ZACHARY AZ MK                            008 56 32.4
 BJ4813
 BJ4813|---------------------------------------------------------------------|
 BJ4813| PID    Reference Object                     Distance      Geod. Az  |
 BJ4813|                                                           dddmmss.s |
 BJ4813| BJ3966 ZACHARY AZ MK                       APPROX. 0.6 KM 0095248.6 |
 BJ4813| BJ0545 N 216                               224.278 METERS 09453     |
 BJ4813|---------------------------------------------------------------------|
 BJ4813
 BJ4813                          SUPERSEDED SURVEY CONTROL
 BJ4813
 BJ4813  NAD 83(1986)-  30 38 31.12343(N)    091 09 37.49413(W) AD(       ) 2
 BJ4813  NAD 27      -  30 38 30.45532(N)    091 09 37.10735(W) AD(       ) 2
 BJ4813  NGVD 29 (07/19/86)   29.1    (m)           95.     (f) VERT ANG       
 BJ4813
 BJ4813.Superseded values are not recommended for survey control.
 BJ4813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4813.See file dsdata.txt to determine how the superseded data were derived.
 BJ4813
 BJ4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7628591367(NAD 83)
 BJ4813_MARKER: DD = SURVEY DISK
 BJ4813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4813+STABILITY: SURFACE MOTION
 BJ4813
 BJ4813  HISTORY     - Date     Condition        Report By
 BJ4813  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4813
 BJ4813                          STATION DESCRIPTION
 BJ4813
 BJ4813'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4813'THE STATION IS LOCATED IN THE SOUTHWESTERN SECTION OF ZACHARY ABOUT
 BJ4813'0.7 MILES FROM THE CENTER OF TOWN.  THE MARK IS SET AT THE JUNCTION
 BJ4813'OF STATE HIGHWAY 1209 AND THE LOWER ZACHARY ROAD.  IT IS ON
 BJ4813'PROPERTY MAINTAINED BY THE TOWN.
 BJ4813'
 BJ4813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 BJ4813'STATE HIGHWAY 64 IN ZACHARY, DRIVE SOUTHWEST ALONG STATE HIGHWAY
 BJ4813'19 FOR 0.2 MILES TO THE JUNCTION OF STATE HIGHWAY 19 AND THE LOWER
 BJ4813'ZACHARY ROAD, TURN RIGHT ON THE LOWER ZACHARY ROAD AND GO WEST
 BJ4813'FOR 0.3 MILES TO STATE HIGHWAY 1209 AND THE MARK SET WEST OF THE
 BJ4813'HIGHWAY NEAR A ELECTRIC SUB-STATION.
 BJ4813'
 BJ4813'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4813'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4813'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4813'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4813'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 BJ4813'ARE STAMPED 17S005 1975.  THE MARK IS 62 FEET SOUTHEAST OF THE
 BJ4813'NORTH GATE TO THE DIXIE ELECTRIC SUB-STATION, 54 FEET
 BJ4813'NORTH-NORTHEAST OF THE SOUTH GATE TO THE DIXIE ELECTRIC
 BJ4813'SUB-STATION, 23.5 FEET WEST OF THE CENTER OF STATE HIGHWAY
 BJ4813'1209, 15.5 FEET NORTH OF A TELEPHONE CABLE JUNCTION BOX, 5
 BJ4813'FEET EAST OF A CHAIN-LINK FENCE AND 2 FEET SOUTH OF A METAL
 BJ4813'WITNESS POST AND SIGN.
 BJ4813'
 BJ4813'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3902 ***********************************************************************
 BJ3902  DESIGNATION -  18 87
 BJ3902  PID         -  BJ3902
 BJ3902  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3902  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3902
 BJ3902                         *CURRENT SURVEY CONTROL
 BJ3902  ___________________________________________________________________
 BJ3902* NAD 83(1986)-  30 20 43.     (N)    091 08 06.     (W)     SCALED    
 BJ3902* NAVD 88     -         9.728  (meters)      31.92   (feet)  ADJUSTED  
 BJ3902  ___________________________________________________________________
 BJ3902  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3902  DYNAMIC HT  -           9.715 (meters)      31.87  (feet)  COMP
 BJ3902  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 BJ3902
 BJ3902  VERT ORDER  -  SECOND    CLASS II
 BJ3902
 BJ3902.The horizontal coordinates were scaled from a topographic map and have
 BJ3902.an estimated accuracy of +/- 6 seconds.
 BJ3902
 BJ3902.The orthometric height was determined by differential leveling
 BJ3902.and adjusted by the National Geodetic Survey in February 1994..
 BJ3902
 BJ3902.The geoid height was determined by GEOID03.
 BJ3902
 BJ3902.The dynamic height is computed by dividing the NAVD 88
 BJ3902.geopotential number by the normal gravity value computed on the
 BJ3902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3902.degrees latitude (g = 980.6199 gals.).
 BJ3902
 BJ3902.The modeled gravity was interpolated from observed gravity values.
 BJ3902
 BJ3902;                    North         East    Units  Estimated Accuracy
 BJ3902;SPC LA S     -   204,560.    1,019,070.      MT  (+/- 180 meters Scaled)
 BJ3902
 BJ3902                          SUPERSEDED SURVEY CONTROL
 BJ3902
 BJ3902.No superseded survey control is available for this station.
 BJ3902
 BJ3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP792585(NAD 83)
 BJ3902_MARKER: DB = BENCH MARK DISK
 BJ3902_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ3902+WITH SETTING: PAVEMENT
 BJ3902_SP_SET: MAT FOUNDATION
 BJ3902_STAMPING: 18-87 1987
 BJ3902_MARK LOGO: LA-033
 BJ3902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3902+STABILITY: SURFACE MOTION
 BJ3902
 BJ3902  HISTORY     - Date     Condition        Report By
 BJ3902  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3902
 BJ3902                          STATION DESCRIPTION
 BJ3902
 BJ3902'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3902'IN BATON ROUGE.
 BJ3902'LOCATED SOUTH OF THE CITY OF BATON ROUGE ON GARDERE LANE AT THE SOUTH
 BJ3902'SEWAGE TREATMENT PLANT SET IN THE CORNER OF CEMENT FLOOR OF THE
 BJ3902'PRIMARY SETTLING TANKS, 61.0 METERS (200 FEET) INSIDE OF MAIN
 BJ3902'ENTRANCE SET ON A CEMENT FLOOR SUPPORTING SOME SETTLING TANKS SET IN
 BJ3902'THE SOUTHEAST CORNER OF FLOOR ABOUT 7 FEET ABOVE THE GROUND.
 BJ3902'THE MARK IS 1.90 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0086 ***********************************************************************
 BJ0086  DESIGNATION -  18 ABLDAPA
 BJ0086  PID         -  BJ0086
 BJ0086  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0086  USGS QUAD   -  WALLS (1994)
 BJ0086
 BJ0086                         *CURRENT SURVEY CONTROL
 BJ0086  ___________________________________________________________________
 BJ0086* NAD 83(1986)-  30 35 35.     (N)    091 19 22.     (W)     SCALED    
 BJ0086* NAVD 88     -        10.317  (meters)      33.85   (feet)  ADJUSTED  
 BJ0086  ___________________________________________________________________
 BJ0086  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0086  DYNAMIC HT  -          10.304 (meters)      33.81  (feet)  COMP
 BJ0086  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BJ0086
 BJ0086  VERT ORDER  -  FIRST     CLASS I
 BJ0086
 BJ0086.The horizontal coordinates were scaled from a topographic map and have
 BJ0086.an estimated accuracy of +/- 6 seconds.
 BJ0086
 BJ0086.The orthometric height was determined by differential leveling
 BJ0086.and adjusted by the National Geodetic Survey in February 1994..
 BJ0086
 BJ0086.The geoid height was determined by GEOID03.
 BJ0086
 BJ0086.The dynamic height is computed by dividing the NAVD 88
 BJ0086.geopotential number by the normal gravity value computed on the
 BJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0086.degrees latitude (g = 980.6199 gals.).
 BJ0086
 BJ0086.The modeled gravity was interpolated from observed gravity values.
 BJ0086
 BJ0086;                    North         East    Units  Estimated Accuracy
 BJ0086;SPC LA S     -   232,010.    1,001,010.      MT  (+/- 180 meters Scaled)
 BJ0086
 BJ0086                          SUPERSEDED SURVEY CONTROL
 BJ0086
 BJ0086  NAVD 88 (06/15/91)   10.346  (m)           33.94   (f) UNKNOWN     1 1
 BJ0086  NGVD 29 (??/??/??)   10.305  (m)           33.81   (f) ADJUSTED    1 1
 BJ0086
 BJ0086.Superseded values are not recommended for survey control.
 BJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0086.See file dsdata.txt to determine how the superseded data were derived.
 BJ0086
 BJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP608857(NAD 83)
 BJ0086_MARKER: P = PIPE CAP
 BJ0086_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0086_SP_SET: 66.91 FT 1-INCH IRON PIPE
 BJ0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0086
 BJ0086  HISTORY     - Date     Condition        Report By
 BJ0086  HISTORY     - 1975     MONUMENTED       USE
 BJ0086  HISTORY     - 1976     GOOD             NGS
 BJ0086
 BJ0086                          STATION DESCRIPTION
 BJ0086
 BJ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0086'5.35 MI NW FROM DEVALL.
 BJ0086'5.35 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0086'ELEMENTARY SCHOOL AT DEVALL, 133 FT NORTHEAST OF CENTER OF
 BJ0086'THE JUNCTION OF FIELD ENTRANCE ROADS, 51.5 FT EAST OF THE CENTER
 BJ0086'LINE OF THE HIGHWAY, 105 FT NORTH OF A T JUNCTION FENCE POST,
 BJ0086'124.5 FT EAST NORTHEAST OF AND ACROSS THE HWY FROM POWER LINE POLE
 BJ0086'186, 10.5 FT EAST OF A FENCE, A 1-INCH IRON PIPE DRIVEN TO A DEPTH OF
 BJ0086'66.91 FT ENCASED IN A 2-INCH PIPE BORED TO A DEPTH OF 64.9 FT, ACCESS
 BJ0086'TO PIPE CAP IS HAD THROUGH A 3-INCH PIPE AND CAP FLUSH WITH THE
 BJ0086'GROUND, PROTECTED BY 3 1-INCH GUARD PIPES DRIVEN 120 DEGREES APART
 BJ0086'AT 1.5 FT RADIUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0039 ***********************************************************************
 CQ0039  DESIGNATION -  18 C OF WM
 CQ0039  PID         -  CQ0039
 CQ0039  STATE/COUNTY-  LA/OUACHITA
 CQ0039  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0039
 CQ0039                         *CURRENT SURVEY CONTROL
 CQ0039  ___________________________________________________________________
 CQ0039* NAD 83(1986)-  32 31 06.     (N)    092 08 43.     (W)     SCALED    
 CQ0039* NAVD 88     -        24.11   (+/-2cm)      79.1    (feet)  VERTCON   
 CQ0039  ___________________________________________________________________
 CQ0039  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0039
 CQ0039  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0039
 CQ0039.The horizontal coordinates were scaled from a topographic map and have
 CQ0039.an estimated accuracy of +/- 6 seconds.
 CQ0039
 CQ0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0039.The vertical order pertains to the NGVD 29 superseded value.
 CQ0039
 CQ0039.The geoid height was determined by GEOID03.
 CQ0039
 CQ0039;                    North         East    Units  Estimated Accuracy
 CQ0039;SPC LA N     -   223,840.    1,033,330.      MT  (+/- 180 meters Scaled)
 CQ0039
 CQ0039                          SUPERSEDED SURVEY CONTROL
 CQ0039
 CQ0039  NGVD 29 (??/??/??)   24.160  (m)           79.26   (f) ADJUSTED    1 2
 CQ0039
 CQ0039.Superseded values are not recommended for survey control.
 CQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0039.See file dsdata.txt to determine how the superseded data were derived.
 CQ0039
 CQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR802982(NAD 83)
 CQ0039_MARKER: B = BOLT
 CQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0039+STABILITY: SURFACE MOTION
 CQ0039
 CQ0039  HISTORY     - Date     Condition        Report By
 CQ0039  HISTORY     - UNK      MONUMENTED       LA2410
 CQ0039  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0039
 CQ0039                          STATION DESCRIPTION
 CQ0039
 CQ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0039'1.4 MI W FROM WEST MONROE.
 CQ0039'AT WEST MONROE, OUACHITA PARISH, ON U.S. HIGHWAY 80, ABOUT 1.4 MILES
 CQ0039'WEST OF THE WEST END OF THE NEW HIGHWAY BRIDGE OVER OUACHITA RIVER,
 CQ0039'ABOUT 60 FEET WEST OF THE CENTER LINE OF A T-ROAD, AND 35 FEET SOUTH
 CQ0039'OF THE CENTER LINE OF THE HIGHWAY.  A COPPER BOLT, STAMPED 18 AND SET
 CQ0039'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- THE
 CQ0039'HIGHWAY HAS BEEN WIDENED AT THE LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3380 ***********************************************************************
 CP3380  DESIGNATION -  18 V 1
 CP3380  PID         -  CP3380
 CP3380  STATE/COUNTY-  LA/EAST CARROLL
 CP3380  USGS QUAD   -  BAXTER BAYOU (1988)
 CP3380
 CP3380                         *CURRENT SURVEY CONTROL
 CP3380  ___________________________________________________________________
 CP3380* NAD 83(1986)-  32 51 40.     (N)    091 19 49.     (W)     SCALED    
 CP3380* NAVD 88     -        27.646  (meters)      90.70   (feet)  ADJUSTED  
 CP3380  ___________________________________________________________________
 CP3380  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CP3380  DYNAMIC HT  -          27.616 (meters)      90.60  (feet)  COMP
 CP3380  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 CP3380
 CP3380  VERT ORDER  -  SECOND    CLASS I
 CP3380
 CP3380.The horizontal coordinates were scaled from a topographic map and have
 CP3380.an estimated accuracy of +/- 6 seconds.
 CP3380
 CP3380.The orthometric height was determined by differential leveling
 CP3380.and adjusted by the National Geodetic Survey in July 1998..
 CP3380
 CP3380.The geoid height was determined by GEOID03.
 CP3380
 CP3380.The dynamic height is computed by dividing the NAVD 88
 CP3380.geopotential number by the normal gravity value computed on the
 CP3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3380.degrees latitude (g = 980.6199 gals.).
 CP3380
 CP3380.The modeled gravity was interpolated from observed gravity values.
 CP3380
 CP3380;                    North         East    Units  Estimated Accuracy
 CP3380;SPC LA N     -   262,390.    1,109,490.      MT  (+/- 180 meters Scaled)
 CP3380
 CP3380                          SUPERSEDED SURVEY CONTROL
 CP3380
 CP3380.No superseded survey control is available for this station.
 CP3380
 CP3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS562371(NAD 83)
 CP3380_MARKER: DD = SURVEY DISK
 CP3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3380_SP_SET: CONCRETE POST
 CP3380_STAMPING: 18V1 1986
 CP3380_MARK LOGO: LADTD 
 CP3380_PROJECTION: RECESSED 3 CENTIMETERS
 CP3380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3380+STABILITY: SURFACE MOTION
 CP3380
 CP3380  HISTORY     - Date     Condition        Report By
 CP3380  HISTORY     - 1986     MONUMENTED       LADTD
 CP3380
 CP3380                          STATION DESCRIPTION
 CP3380
 CP3380'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3380'5.5 KM (3.4 MI) EAST FROM OAK GROVE.
 CP3380'ABOUT 5.5 KM (3.4 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3380'OAK GROVE TO THE BENCH MARK NORTH OF THE HIGHWAY, 41.2 METERS
 CP3380'(135 FEET) WEST OF THE WEST END OF A 30-INCH CONCRETE CULVERT, 31.4
 CP3380'METERS (103 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A RED BRICK
 CP3380'HOUSE, 19.8 METERS (65 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY
 CP3380'AND 15.2 METERS (50 FEET) WEST OF A POWER POLE AND SECURITY LIGHT
 CP3380'ATTACHED.
 CP3380'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 CP3380'THE MARK IS 1.83 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3391 ***********************************************************************
 CP3391  DESIGNATION -  18 V 10
 CP3391  PID         -  CP3391
 CP3391  STATE/COUNTY-  LA/EAST CARROLL
 CP3391  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3391
 CP3391                         *CURRENT SURVEY CONTROL
 CP3391  ___________________________________________________________________
 CP3391* NAD 83(1986)-  32 48 29.     (N)    091 10 41.     (W)     SCALED    
 CP3391* NAVD 88     -        31.571  (meters)     103.58   (feet)  ADJUSTED  
 CP3391  ___________________________________________________________________
 CP3391  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP3391  DYNAMIC HT  -          31.537 (meters)     103.47  (feet)  COMP
 CP3391  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CP3391
 CP3391  VERT ORDER  -  SECOND    CLASS I
 CP3391
 CP3391.The horizontal coordinates were scaled from a topographic map and have
 CP3391.an estimated accuracy of +/- 6 seconds.
 CP3391
 CP3391.The orthometric height was determined by differential leveling
 CP3391.and adjusted by the National Geodetic Survey in May 1997..
 CP3391
 CP3391.The geoid height was determined by GEOID03.
 CP3391
 CP3391.The dynamic height is computed by dividing the NAVD 88
 CP3391.geopotential number by the normal gravity value computed on the
 CP3391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3391.degrees latitude (g = 980.6199 gals.).
 CP3391
 CP3391.The modeled gravity was interpolated from observed gravity values.
 CP3391
 CP3391;                    North         East    Units  Estimated Accuracy
 CP3391;SPC LA N     -   256,670.    1,123,810.      MT  (+/- 180 meters Scaled)
 CP3391
 CP3391                          SUPERSEDED SURVEY CONTROL
 CP3391
 CP3391.No superseded survey control is available for this station.
 CP3391
 CP3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705314(NAD 83)
 CP3391_MARKER: DB = BENCH MARK DISK
 CP3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3391_SP_SET: CONCRETE POST
 CP3391_STAMPING: 18V10 1986
 CP3391_MARK LOGO: LADTD 
 CP3391_PROJECTION: FLUSH
 CP3391_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP3391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3391+STABILITY: SURFACE MOTION
 CP3391
 CP3391  HISTORY     - Date     Condition        Report By
 CP3391  HISTORY     - 1986     MONUMENTED       LADTD
 CP3391  HISTORY     - 19870513 GOOD             LADTD
 CP3391
 CP3391                          STATION DESCRIPTION
 CP3391
 CP3391'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3391'0.6 KM (0.4 MI) NORTH FROM LAKE PROVIDENCE.
 CP3391'ABOUT 0.6 KM (0.4 MI) NORTH ON U S HIGHWAY 65 FROM THE JUNCTION OF U S
 CP3391'HIGHWAY 65 AND STATE HIGHWAY 596 IN LAKE PROVIDENCE TO THE MARK ON THE
 CP3391'RIGHT NEAR A POWER POLE WITH A SECURITY LIGHT ATTACHED, 22.7 METERS
 CP3391'(74.5 FEET) NORTH-NORTHWEST OF A 30-INCH PECAN TREE, 9 METERS
 CP3391'(29.5 FEET) SOUTH-SOUTHWEST OF THE CENTER OF THE HIGHWAY 2.9 METERS
 CP3391'(9.5 FEET) NORTH-NORTHEAST OF THE NORTH EDGE OF A SIDEWALK, 1.2 METERS
 CP3391'(4 FEET) EAST-SOUTHEAST OF TELEPHONE JUNCTION BOX NUMBER 4 AND 0.6
 CP3391'METERS (2 FEET) EAST-SOUTHEAST OF A POWER POLE WITH A SECURITY LIGHT
 CP3391'ATTACHED.
 CP3391'THE MARK IS 0.31 METERS  NNE FROM A WITNESS POST.
 CP3391'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP3391
 CP3391                          STATION RECOVERY (1987)
 CP3391
 CP3391'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP3391'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3392 ***********************************************************************
 CP3392  DESIGNATION -  18 V 11
 CP3392  PID         -  CP3392
 CP3392  STATE/COUNTY-  LA/EAST CARROLL
 CP3392  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3392
 CP3392                         *CURRENT SURVEY CONTROL
 CP3392  ___________________________________________________________________
 CP3392* NAD 83(1986)-  32 48 21.     (N)    091 10 23.     (W)     SCALED    
 CP3392* NAVD 88     -        31.370  (meters)     102.92   (feet)  ADJUSTED  
 CP3392  ___________________________________________________________________
 CP3392  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP3392  DYNAMIC HT  -          31.336 (meters)     102.81  (feet)  COMP
 CP3392  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 CP3392
 CP3392  VERT ORDER  -  SECOND    CLASS I
 CP3392
 CP3392.The horizontal coordinates were scaled from a topographic map and have
 CP3392.an estimated accuracy of +/- 6 seconds.
 CP3392
 CP3392.The orthometric height was determined by differential leveling
 CP3392.and adjusted by the National Geodetic Survey in May 1997..
 CP3392
 CP3392.The geoid height was determined by GEOID03.
 CP3392
 CP3392.The dynamic height is computed by dividing the NAVD 88
 CP3392.geopotential number by the normal gravity value computed on the
 CP3392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3392.degrees latitude (g = 980.6199 gals.).
 CP3392
 CP3392.The modeled gravity was interpolated from observed gravity values.
 CP3392
 CP3392;                    North         East    Units  Estimated Accuracy
 CP3392;SPC LA N     -   256,430.    1,124,280.      MT  (+/- 180 meters Scaled)
 CP3392
 CP3392                          SUPERSEDED SURVEY CONTROL
 CP3392
 CP3392.No superseded survey control is available for this station.
 CP3392
 CP3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS710312(NAD 83)
 CP3392_MARKER: DB = BENCH MARK DISK
 CP3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3392_SP_SET: CONCRETE POST
 CP3392_STAMPING: 18V11 1986
 CP3392_MARK LOGO: LADTD 
 CP3392_PROJECTION: FLUSH
 CP3392_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3392+STABILITY: SURFACE MOTION
 CP3392
 CP3392  HISTORY     - Date     Condition        Report By
 CP3392  HISTORY     - 1986     MONUMENTED       LADTD
 CP3392  HISTORY     - 19870513 GOOD             LADTD
 CP3392
 CP3392                          STATION DESCRIPTION
 CP3392
 CP3392'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3392'0.08 KM (0.05 MI) NORTH FROM LAKE PROVIDENCE.
 CP3392'ABOUT 0.08 KM (0.05 MI) NORTH ON U S HIGHWAY 65 FROM THE JUNCTION OF
 CP3392'U S HIGHWAY 65 AND STATE HIGHWAY 596 IN LAKE PROVIDENCE TO THE MARK ON
 CP3392'THE WEST SIDE OF THE HIGHWAY SET IN FRONT OF THE LOUISISNA DELTA BANK,
 CP3392'26.1 METERS (85.5 FEET) EAST OF A FIRE HYDRANT, 18.1 METERS
 CP3392'(59.5 FEET) WEST OF A POWER POLE WITH A SECURITY LIGHT ATTACHED, 8.8
 CP3392'METERS (29 FEET) SOUTH OF THE CENTER OF THE HIGHWAY, 5.3 METERS
 CP3392'(17.5 FEET) NORTH OF THE NORTH WALL OF THE BANK AND 0.8 METERS
 CP3392'(2.5 FEET) WEST OF A FLAG POLE IN FRONT OF THE BANK.
 CP3392'THE MARK IS 0.80 METERS  W FROM  A FLAG POLE
 CP3392'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP3392
 CP3392                          STATION RECOVERY (1987)
 CP3392
 CP3392'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP3392'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3393 ***********************************************************************
 CP3393  DESIGNATION -  18 V 12
 CP3393  PID         -  CP3393
 CP3393  STATE/COUNTY-  LA/EAST CARROLL
 CP3393  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3393
 CP3393                         *CURRENT SURVEY CONTROL
 CP3393  ___________________________________________________________________
 CP3393* NAD 83(1986)-  32 48 55.     (N)    091 10 24.     (W)     SCALED    
 CP3393* NAVD 88     -        31.658  (meters)     103.86   (feet)  ADJUSTED  
 CP3393  ___________________________________________________________________
 CP3393  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP3393  DYNAMIC HT  -          31.623 (meters)     103.75  (feet)  COMP
 CP3393  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CP3393
 CP3393  VERT ORDER  -  SECOND    CLASS I
 CP3393
 CP3393.The horizontal coordinates were scaled from a topographic map and have
 CP3393.an estimated accuracy of +/- 6 seconds.
 CP3393
 CP3393.The orthometric height was determined by differential leveling
 CP3393.and adjusted by the National Geodetic Survey in July 1998..
 CP3393
 CP3393.The geoid height was determined by GEOID03.
 CP3393
 CP3393.The dynamic height is computed by dividing the NAVD 88
 CP3393.geopotential number by the normal gravity value computed on the
 CP3393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3393.degrees latitude (g = 980.6199 gals.).
 CP3393
 CP3393.The modeled gravity was interpolated from observed gravity values.
 CP3393
 CP3393;                    North         East    Units  Estimated Accuracy
 CP3393;SPC LA N     -   257,480.    1,124,240.      MT  (+/- 180 meters Scaled)
 CP3393
 CP3393                          SUPERSEDED SURVEY CONTROL
 CP3393
 CP3393.No superseded survey control is available for this station.
 CP3393
 CP3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS710322(NAD 83)
 CP3393_MARKER: DD = SURVEY DISK
 CP3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3393_SP_SET: CONCRETE POST
 CP3393_STAMPING: 18V12 1986
 CP3393_MARK LOGO: LADTD 
 CP3393_PROJECTION: RECESSED 3 CENTIMETERS
 CP3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3393+STABILITY: SURFACE MOTION
 CP3393
 CP3393  HISTORY     - Date     Condition        Report By
 CP3393  HISTORY     - 1986     MONUMENTED       LADTD
 CP3393
 CP3393                          STATION DESCRIPTION
 CP3393
 CP3393'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3393'1.1 KM (0.7 MI) SE FROM LAKE PROVIDENCE.
 CP3393'ABOUT 1.1 KM (0.7 MI) SOUTHEAST ON STATE HIGHWAY 596 FROM THE
 CP3393'JUNCTION OF HIGHWAY 596 AND U S HIGHWAY 65 IN LAKE PROVIDENCE TO THE
 CP3393'MARK ON THE LEFT AT THE INTERSECTION OF THE HIGHWAY AND HOOD STREET,
 CP3393'24.7 METERS (81 FEET) EAST OF A 30-INCH PECAN TREE, 15.2 METERS
 CP3393'(50 FEET) NORTH OF THE CENTER OF THE HIGHWAY, 8.2 METERS (27 FEET)
 CP3393'EAST OF THE CENTER OF HOOD STREET AND 0.8 METERS (2.5 FEET) WEST OF A
 CP3393'POWER POLE WITH A SECURITY LIGHT .
 CP3393'THE MARK IS 2.74 METERS  NNW FROM A WITNESS POST.
 CP3393'THE MARK IS ABOVE LEVEL WITH HOOD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3394 ***********************************************************************
 CP3394  DESIGNATION -  18 V 13
 CP3394  PID         -  CP3394
 CP3394  STATE/COUNTY-  LA/WEST CARROLL
 CP3394  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3394
 CP3394                         *CURRENT SURVEY CONTROL
 CP3394  ___________________________________________________________________
 CP3394* NAD 83(1986)-  32 49 28.     (N)    091 10 39.     (W)     SCALED    
 CP3394* NAVD 88     -        30.394  (meters)      99.72   (feet)  ADJUSTED  
 CP3394  ___________________________________________________________________
 CP3394  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP3394  DYNAMIC HT  -          30.360 (meters)      99.61  (feet)  COMP
 CP3394  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CP3394
 CP3394  VERT ORDER  -  SECOND    CLASS I
 CP3394
 CP3394.The horizontal coordinates were scaled from a topographic map and have
 CP3394.an estimated accuracy of +/- 6 seconds.
 CP3394
 CP3394.The orthometric height was determined by differential leveling
 CP3394.and adjusted by the National Geodetic Survey in July 1998..
 CP3394
 CP3394.The geoid height was determined by GEOID03.
 CP3394
 CP3394.The dynamic height is computed by dividing the NAVD 88
 CP3394.geopotential number by the normal gravity value computed on the
 CP3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3394.degrees latitude (g = 980.6199 gals.).
 CP3394
 CP3394.The modeled gravity was interpolated from observed gravity values.
 CP3394
 CP3394;                    North         East    Units  Estimated Accuracy
 CP3394;SPC LA N     -   258,490.    1,123,840.      MT  (+/- 180 meters Scaled)
 CP3394
 CP3394                          SUPERSEDED SURVEY CONTROL
 CP3394
 CP3394.No superseded survey control is available for this station.
 CP3394
 CP3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705332(NAD 83)
 CP3394_MARKER: DD = SURVEY DISK
 CP3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3394_SP_SET: CONCRETE POST
 CP3394_STAMPING: 18V13 1986
 CP3394_MARK LOGO: LADTD 
 CP3394_PROJECTION: RECESSED 3 CENTIMETERS
 CP3394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3394+STABILITY: SURFACE MOTION
 CP3394
 CP3394  HISTORY     - Date     Condition        Report By
 CP3394  HISTORY     - 1986     MONUMENTED       LADTD
 CP3394
 CP3394                          STATION DESCRIPTION
 CP3394
 CP3394'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3394'2.4 KM (1.5 MI) SE FROM LAKE PROVIDENCE.
 CP3394'ABOUT 2.4 KM (1.5 MI) EAST ON STATE HIGHWAY 596 FROM THE JUNCTION OF
 CP3394'HIGHWAY 596 AND U S HIGHWAY 65 IN LAKE PROVIDENCE TO THE MARK AT THE
 CP3394'JUNCTION OF HIGHWAY 596 AND REGINOLD DROVE, 20.3 METERS (66 FEET) EAST
 CP3394'OF THE CENTER OF THE HIGHWAY, 11.7 METERS (38.5 FEET) SOUTHWEST OF A
 CP3394'TELEPHONE JUNCTION BOX, 10.5 METERS (34.5 FEET) EAST OF THE CENTER OF
 CP3394'REGINOLD DRIVE AND 1.1 METERS (3.5 FEET) NORTH OF A SERVICE POLE.
 CP3394'THE MARK IS 0.31 METERS  WNW FROM A WITNESS POST.
 CP3394'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2887 ***********************************************************************
 AA2887  DESIGNATION -  18 V 14
 AA2887  PID         -  AA2887
 AA2887  STATE/COUNTY-  LA/EAST CARROLL
 AA2887  USGS QUAD   -  SONDHEIMER (1994)
 AA2887
 AA2887                         *CURRENT SURVEY CONTROL
 AA2887  ___________________________________________________________________
 AA2887* NAD 83(1986)-  32 34 01.     (N)    091 10 50.     (W)     SCALED    
 AA2887* NAVD 88     -        26.586  (meters)      87.22   (feet)  ADJUSTED  
 AA2887  ___________________________________________________________________
 AA2887  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AA2887  DYNAMIC HT  -          26.556 (meters)      87.13  (feet)  COMP
 AA2887  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 AA2887
 AA2887  VERT ORDER  -  SECOND    CLASS I
 AA2887
 AA2887.The horizontal coordinates were scaled from a topographic map and have
 AA2887.an estimated accuracy of +/- 6 seconds.
 AA2887
 AA2887.The orthometric height was determined by differential leveling
 AA2887.and adjusted by the National Geodetic Survey in May 1997..
 AA2887
 AA2887.The geoid height was determined by GEOID03.
 AA2887
 AA2887.The dynamic height is computed by dividing the NAVD 88
 AA2887.geopotential number by the normal gravity value computed on the
 AA2887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2887.degrees latitude (g = 980.6199 gals.).
 AA2887
 AA2887.The modeled gravity was interpolated from observed gravity values.
 AA2887
 AA2887;                    North         East    Units  Estimated Accuracy
 AA2887;SPC LA N     -   229,930.    1,123,900.      MT  (+/- 180 meters Scaled)
 AA2887
 AA2887                          SUPERSEDED SURVEY CONTROL
 AA2887
 AA2887.No superseded survey control is available for this station.
 AA2887
 AA2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS708047(NAD 83)
 AA2887_MARKER: DB = BENCH MARK DISK
 AA2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2887_STAMPING: 18V14 1987
 AA2887_MARK LOGO: LADTD 
 AA2887_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2887+STABILITY: SURFACE MOTION
 AA2887
 AA2887  HISTORY     - Date     Condition        Report By
 AA2887  HISTORY     - 1987     MONUMENTED       LADTD
 AA2887
 AA2887                          STATION DESCRIPTION
 AA2887
 AA2887'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2887'ABOUT 19.6 KM (12.20 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE
 AA2887'IN TALLULAH TO THE MARK ON THE RIGHT, 14 M (45.9 FT) EAST-NORTHEAST OF
 AA2887'THE CENTER OF THE HIGHWAY, 9.1 M (29.9 FT) WEST-SOUTHWEST OF THE WEST
 AA2887'RAIL OF THE RAILROAD TRACKS AND 30.8 M (101.0 FT) NORTH OF THE NORTH
 AA2887'END OF A HEADWALL UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2888 ***********************************************************************
 AA2888  DESIGNATION -  18 V 15
 AA2888  PID         -  AA2888
 AA2888  STATE/COUNTY-  LA/EAST CARROLL
 AA2888  USGS QUAD   -  SONDHEIMER (1994)
 AA2888
 AA2888                         *CURRENT SURVEY CONTROL
 AA2888  ___________________________________________________________________
 AA2888* NAD 83(1986)-  32 34 56.     (N)    091 11 00.     (W)     SCALED    
 AA2888* NAVD 88     -        26.956  (meters)      88.44   (feet)  ADJUSTED  
 AA2888  ___________________________________________________________________
 AA2888  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AA2888  DYNAMIC HT  -          26.926 (meters)      88.34  (feet)  COMP
 AA2888  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 AA2888
 AA2888  VERT ORDER  -  SECOND    CLASS I
 AA2888
 AA2888.The horizontal coordinates were scaled from a topographic map and have
 AA2888.an estimated accuracy of +/- 6 seconds.
 AA2888
 AA2888.The orthometric height was determined by differential leveling
 AA2888.and adjusted by the National Geodetic Survey in May 1997..
 AA2888
 AA2888.The geoid height was determined by GEOID03.
 AA2888
 AA2888.The dynamic height is computed by dividing the NAVD 88
 AA2888.geopotential number by the normal gravity value computed on the
 AA2888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2888.degrees latitude (g = 980.6199 gals.).
 AA2888
 AA2888.The modeled gravity was interpolated from observed gravity values.
 AA2888
 AA2888;                    North         East    Units  Estimated Accuracy
 AA2888;SPC LA N     -   231,620.    1,123,620.      MT  (+/- 180 meters Scaled)
 AA2888
 AA2888                          SUPERSEDED SURVEY CONTROL
 AA2888
 AA2888.No superseded survey control is available for this station.
 AA2888
 AA2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705064(NAD 83)
 AA2888_MARKER: DB = BENCH MARK DISK
 AA2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2888_STAMPING: 18V15 1987
 AA2888_MARK LOGO: LADTD 
 AA2888_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2888+STABILITY: SURFACE MOTION
 AA2888
 AA2888  HISTORY     - Date     Condition        Report By
 AA2888  HISTORY     - 1987     MONUMENTED       LADTD
 AA2888
 AA2888                          STATION DESCRIPTION
 AA2888
 AA2888'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2888'ABOUT 21.2 KM (13.15 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE
 AA2888'IN TALLULAH TO THE MARK ON THE RIGHT NEAR A CHAIN LINK FENCE, 10.1 M
 AA2888'(33.1 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 5.5 M (18.0
 AA2888'FT) SOUTH OF THE CENTER OF A GRAVEL DRIVE LEADING TO A WHITE WOOD
 AA2888'FRAME HOUSE, 1.1 M (3.6 FT) SOUTH-SOUTHWEST OF A CHAIN LINK FENCE
 AA2888'CORNER AND 0.5 M (1.6 FT) WEST OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2889 ***********************************************************************
 AA2889  DESIGNATION -  18 V 16
 AA2889  PID         -  AA2889
 AA2889  STATE/COUNTY-  LA/EAST CARROLL
 AA2889  USGS QUAD   -  SONDHEIMER (1994)
 AA2889
 AA2889                         *CURRENT SURVEY CONTROL
 AA2889  ___________________________________________________________________
 AA2889* NAD 83(1986)-  32 35 52.     (N)    091 10 58.     (W)     SCALED    
 AA2889* NAVD 88     -        27.270  (meters)      89.47   (feet)  ADJUSTED  
 AA2889  ___________________________________________________________________
 AA2889  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA2889  DYNAMIC HT  -          27.240 (meters)      89.37  (feet)  COMP
 AA2889  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 AA2889
 AA2889  VERT ORDER  -  SECOND    CLASS I
 AA2889
 AA2889.The horizontal coordinates were scaled from a topographic map and have
 AA2889.an estimated accuracy of +/- 6 seconds.
 AA2889
 AA2889.The orthometric height was determined by differential leveling
 AA2889.and adjusted by the National Geodetic Survey in May 1997..
 AA2889
 AA2889.The geoid height was determined by GEOID03.
 AA2889
 AA2889.The dynamic height is computed by dividing the NAVD 88
 AA2889.geopotential number by the normal gravity value computed on the
 AA2889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2889.degrees latitude (g = 980.6199 gals.).
 AA2889
 AA2889.The modeled gravity was interpolated from observed gravity values.
 AA2889
 AA2889;                    North         East    Units  Estimated Accuracy
 AA2889;SPC LA N     -   233,350.    1,123,650.      MT  (+/- 180 meters Scaled)
 AA2889
 AA2889                          SUPERSEDED SURVEY CONTROL
 AA2889
 AA2889.No superseded survey control is available for this station.
 AA2889
 AA2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705081(NAD 83)
 AA2889_MARKER: DB = BENCH MARK DISK
 AA2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2889_STAMPING: 18V16 1987
 AA2889_MARK LOGO: LADTD 
 AA2889_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2889+STABILITY: SURFACE MOTION
 AA2889
 AA2889  HISTORY     - Date     Condition        Report By
 AA2889  HISTORY     - 1987     MONUMENTED       LADTD
 AA2889
 AA2889                          STATION DESCRIPTION
 AA2889
 AA2889'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2889'ABOUT 23.3 KM (14.50 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE
 AA2889'IN TALLULAH TO THE MARK ON THE RIGHT AND SOUTH OF A GRAVEL ROAD, 17.7
 AA2889'M (58.1 FT) EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 5.5 M (18.0
 AA2889'FT) WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 4.3 M
 AA2889'(14.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING EAST
 AA2889'AND 0.9 M (3.0 FT) WEST-SOUTHWEST OF A RAILROAD CROSSING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2890 ***********************************************************************
 AA2890  DESIGNATION -  18 V 17
 AA2890  PID         -  AA2890
 AA2890  STATE/COUNTY-  LA/EAST CARROLL
 AA2890  USGS QUAD   -  SONDHEIMER (1994)
 AA2890
 AA2890                         *CURRENT SURVEY CONTROL
 AA2890  ___________________________________________________________________
 AA2890* NAD 83(1986)-  32 36 47.     (N)    091 11 00.     (W)     SCALED    
 AA2890* NAVD 88     -        28.281  (meters)      92.79   (feet)  ADJUSTED  
 AA2890  ___________________________________________________________________
 AA2890  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AA2890  DYNAMIC HT  -          28.250 (meters)      92.68  (feet)  COMP
 AA2890  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 AA2890
 AA2890  VERT ORDER  -  SECOND    CLASS I
 AA2890
 AA2890.The horizontal coordinates were scaled from a topographic map and have
 AA2890.an estimated accuracy of +/- 6 seconds.
 AA2890
 AA2890.The orthometric height was determined by differential leveling
 AA2890.and adjusted by the National Geodetic Survey in May 1997..
 AA2890
 AA2890.The geoid height was determined by GEOID03.
 AA2890
 AA2890.The dynamic height is computed by dividing the NAVD 88
 AA2890.geopotential number by the normal gravity value computed on the
 AA2890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2890.degrees latitude (g = 980.6199 gals.).
 AA2890
 AA2890.The modeled gravity was interpolated from observed gravity values.
 AA2890
 AA2890;                    North         East    Units  Estimated Accuracy
 AA2890;SPC LA N     -   235,040.    1,123,580.      MT  (+/- 180 meters Scaled)
 AA2890
 AA2890                          SUPERSEDED SURVEY CONTROL
 AA2890
 AA2890.No superseded survey control is available for this station.
 AA2890
 AA2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS704098(NAD 83)
 AA2890_MARKER: DB = BENCH MARK DISK
 AA2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2890_STAMPING: 18V17 1987
 AA2890_MARK LOGO: LADTD 
 AA2890_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2890+STABILITY: SURFACE MOTION
 AA2890
 AA2890  HISTORY     - Date     Condition        Report By
 AA2890  HISTORY     - 1987     MONUMENTED       LADTD
 AA2890
 AA2890                          STATION DESCRIPTION
 AA2890
 AA2890'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2890'ABOUT 21.4 KM (13.30 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE
 AA2890'IN LAKE PROVIDENCE TO THE MARK ON THE RIGHT AT THE JUNCTION OF HIGHWAY
 AA2890'65 AND STATE HIGHWAY 580, 15.8 M (51.8 FT) WEST OF THE CENTER OF
 AA2890'HIGHWAY 65, 9 M (29.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 AA2890'A HEADWALL, 8.2 M (26.9 FT) NORTH OF THE CENTER OF HIGHWAY 580, 0.9 M
 AA2890'(3.0 FT) SOUTHWEST FROM A POWER POLE NUMBER 275 WITH A TRANSFORMER AND
 AA2890'0.6 M (2.0 FT) SOUTH FROM THE CORNER OF A NET WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2891 ***********************************************************************
 AA2891  DESIGNATION -  18 V 18
 AA2891  PID         -  AA2891
 AA2891  STATE/COUNTY-  LA/EAST CARROLL
 AA2891  USGS QUAD   -  SONDHEIMER (1994)
 AA2891
 AA2891                         *CURRENT SURVEY CONTROL
 AA2891  ___________________________________________________________________
 AA2891* NAD 83(1986)-  32 36 42.     (N)    091 11 52.     (W)     SCALED    
 AA2891* NAVD 88     -        26.677  (meters)      87.52   (feet)  ADJUSTED  
 AA2891  ___________________________________________________________________
 AA2891  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AA2891  DYNAMIC HT  -          26.647 (meters)      87.42  (feet)  COMP
 AA2891  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 AA2891
 AA2891  VERT ORDER  -  SECOND    CLASS I
 AA2891
 AA2891.The horizontal coordinates were scaled from a topographic map and have
 AA2891.an estimated accuracy of +/- 6 seconds.
 AA2891
 AA2891.The orthometric height was determined by differential leveling
 AA2891.and adjusted by the National Geodetic Survey in May 1997..
 AA2891
 AA2891.The geoid height was determined by GEOID03.
 AA2891
 AA2891.The dynamic height is computed by dividing the NAVD 88
 AA2891.geopotential number by the normal gravity value computed on the
 AA2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2891.degrees latitude (g = 980.6199 gals.).
 AA2891
 AA2891.The modeled gravity was interpolated from observed gravity values.
 AA2891
 AA2891;                    North         East    Units  Estimated Accuracy
 AA2891;SPC LA N     -   234,870.    1,122,220.      MT  (+/- 180 meters Scaled)
 AA2891
 AA2891                          SUPERSEDED SURVEY CONTROL
 AA2891
 AA2891.No superseded survey control is available for this station.
 AA2891
 AA2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS691096(NAD 83)
 AA2891_MARKER: DB = BENCH MARK DISK
 AA2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2891_STAMPING: 18V18 1987
 AA2891_MARK LOGO: LADTD 
 AA2891_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2891+STABILITY: SURFACE MOTION
 AA2891
 AA2891  HISTORY     - Date     Condition        Report By
 AA2891  HISTORY     - 1987     MONUMENTED       LADTD
 AA2891
 AA2891                          STATION DESCRIPTION
 AA2891
 AA2891'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2891'ABOUT 21.4 KM (13.30 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE
 AA2891'IN LAKE PROVIDENCE TO THE JUNCTION WITH STATE HIGHWAY 580, THENCE 1.3
 AA2891'KM (0.80 MI) WEST ON HIGHWAY 580 TO THE MARK ON THE LEFT, 12.2 M (40.0
 AA2891'FT) SOUTH FROM THE CENTER OF THE HIGHWAY, 10.1 M (33.1 FT) WEST FROM
 AA2891'THE CENTER OF A FIELD ROAD AND 0.8 M (2.6 FT) NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2893 ***********************************************************************
 AA2893  HT_MOD      -  This is a Height Modernization Survey Station.
 AA2893  DESIGNATION -  18 V 19
 AA2893  PID         -  AA2893
 AA2893  STATE/COUNTY-  LA/EAST CARROLL
 AA2893  USGS QUAD   -  TRANSYLVANIA (1994)
 AA2893
 AA2893                         *CURRENT SURVEY CONTROL
 AA2893  ___________________________________________________________________
 AA2893* NAD 83(1992)-  32 37 51.12206(N)    091 10 56.38765(W)     ADJUSTED  
 AA2893* NAVD 88     -        28.02   (meters)      91.9    (feet)  GPS OBS   
 AA2893  ___________________________________________________________________
 AA2893  X           -    -110,942.491 (meters)                     COMP
 AA2893  Y           -  -5,375,516.787 (meters)                     COMP
 AA2893  Z           -   3,419,555.106 (meters)                     COMP
 AA2893  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AA2893  ELLIP HEIGHT-           1.71  (meters)          (03/17/04) GPS OBS
 AA2893  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AA2893
 AA2893  HORZ ORDER  -  FIRST
 AA2893  ELLP ORDER  -  FOURTH    CLASS II
 AA2893
 AA2893.The horizontal coordinates were established by GPS observations
 AA2893.and adjusted by the National Geodetic Survey in March 2004..
 AA2893
 AA2893.The orthometric height was determined by GPS observations and a
 AA2893.high-resolution geoid model using precise GPS observation and
 AA2893.processing techniques. It supersedes the leveled height previously
 AA2893.determined for this station.
 AA2893
 AA2893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2893
 AA2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2893
 AA2893.The ellipsoidal height was determined by GPS observations
 AA2893.and is referenced to NAD 83.
 AA2893
 AA2893.The geoid height was determined by GEOID03.
 AA2893
 AA2893;                    North         East     Units Scale Factor Converg.
 AA2893;SPC LA N     -   237,018.556 1,123,646.685   MT  0.99999203   +0 41 48.0
 AA2893;SPC LA N     -   777,618.38  3,686,497.50   sFT  0.99999203   +0 41 48.0
 AA2893;UTM  15      - 3,611,824.817   670,514.762   MT  0.99995853   +0 58 49.3
 AA2893
 AA2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2893!SPC LA N     -   0.99999973  x   0.99999203  =   0.99999176
 AA2893!UTM  15      -   0.99999973  x   0.99995853  =   0.99995826
 AA2893
 AA2893                          SUPERSEDED SURVEY CONTROL
 AA2893
 AA2893  NAVD 88 (05/12/97)   28.041  (m)           92.00   (f) ADJUSTED    2 1
 AA2893
 AA2893.Superseded values are not recommended for survey control.
 AA2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2893.See file dsdata.txt to determine how the superseded data were derived.
 AA2893
 AA2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7051511825(NAD 83)
 AA2893_MARKER: DB = BENCH MARK DISK
 AA2893_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2893_SP_SET: CULVERT HEADWALL
 AA2893_STAMPING: 18V19 1987
 AA2893_MARK LOGO: LADTD 
 AA2893_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2893+STABILITY: SURFACE MOTION
 AA2893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2893+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 AA2893
 AA2893  HISTORY     - Date     Condition        Report By
 AA2893  HISTORY     - 1987     MONUMENTED       LADTD
 AA2893  HISTORY     - 20020923 GOOD             PYBURN
 AA2893  HISTORY     - 20030804 GOOD             EMCINC
 AA2893
 AA2893                          STATION DESCRIPTION
 AA2893
 AA2893'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2893'ABOUT 19.5 KM (12.10 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE
 AA2893'IN LAKE PROVIDENCE TO THE MARK ON THE RIGHT, SET IN A DRILL HOLE IN
 AA2893'THE SOUTH END OF A HEADWALL, 6.4 M (21.0 FT) WEST OF THE CENTER OF
 AA2893'HIGHWAY 65 AND 5.2 M (17.1 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 AA2893
 AA2893                          STATION RECOVERY (2002)
 AA2893
 AA2893'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 AA2893'RECOVERED AS DESCRIBEDIPYBURN
 AA2893
 AA2893                          STATION RECOVERY (2003)
 AA2893
 AA2893'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 AA2893'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 AA2893'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3381 ***********************************************************************
 CP3381  DESIGNATION -  18 V 2
 CP3381  PID         -  CP3381
 CP3381  STATE/COUNTY-  LA/EAST CARROLL
 CP3381  USGS QUAD   -  BAXTER BAYOU (1988)
 CP3381
 CP3381                         *CURRENT SURVEY CONTROL
 CP3381  ___________________________________________________________________
 CP3381* NAD 83(1986)-  32 51 37.     (N)    091 18 41.     (W)     SCALED    
 CP3381* NAVD 88     -        28.050  (meters)      92.03   (feet)  ADJUSTED  
 CP3381  ___________________________________________________________________
 CP3381  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP3381  DYNAMIC HT  -          28.019 (meters)      91.93  (feet)  COMP
 CP3381  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 CP3381
 CP3381  VERT ORDER  -  SECOND    CLASS I
 CP3381
 CP3381.The horizontal coordinates were scaled from a topographic map and have
 CP3381.an estimated accuracy of +/- 6 seconds.
 CP3381
 CP3381.The orthometric height was determined by differential leveling
 CP3381.and adjusted by the National Geodetic Survey in July 1998..
 CP3381
 CP3381.The geoid height was determined by GEOID03.
 CP3381
 CP3381.The dynamic height is computed by dividing the NAVD 88
 CP3381.geopotential number by the normal gravity value computed on the
 CP3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3381.degrees latitude (g = 980.6199 gals.).
 CP3381
 CP3381.The modeled gravity was interpolated from observed gravity values.
 CP3381
 CP3381;                    North         East    Units  Estimated Accuracy
 CP3381;SPC LA N     -   262,320.    1,111,260.      MT  (+/- 180 meters Scaled)
 CP3381
 CP3381                          SUPERSEDED SURVEY CONTROL
 CP3381
 CP3381.No superseded survey control is available for this station.
 CP3381
 CP3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS580370(NAD 83)
 CP3381_MARKER: DD = SURVEY DISK
 CP3381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3381_SP_SET: CONCRETE POST
 CP3381_STAMPING: 18V2 1986
 CP3381_MARK LOGO: LADTD 
 CP3381_PROJECTION: RECESSED 3 CENTIMETERS
 CP3381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3381+STABILITY: SURFACE MOTION
 CP3381
 CP3381  HISTORY     - Date     Condition        Report By
 CP3381  HISTORY     - 1986     MONUMENTED       LADTD
 CP3381
 CP3381                          STATION DESCRIPTION
 CP3381
 CP3381'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3381'7.3 KM (4.6 MI) EAST FROM OAK GROVE.
 CP3381'ABOUT 7.3 KM (4.6 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3381'OAK GROVE TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 35.8
 CP3381'METERS (117 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE TROPICANO
 CP3381'CLUB, 19.7 METERS (64.5 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CP3381'6.6 METERS (21.5 FEET) EAST-NORTHEAST OF THE EAST OF A 20-INCH CULVERT
 CP3381'AND 3.5 METERS (11.5 FEET) SOUTHEAST OF A POWER POLE WITH A
 CP3381'TRANSFORMER AND LIGHT ATTACHED.
 CP3381'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CP3381'THE MARK IS 1.83 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2894 ***********************************************************************
 AA2894  DESIGNATION -  18 V 20
 AA2894  PID         -  AA2894
 AA2894  STATE/COUNTY-  LA/EAST CARROLL
 AA2894  USGS QUAD   -  TRANSYLVANIA (1994)
 AA2894
 AA2894                         *CURRENT SURVEY CONTROL
 AA2894  ___________________________________________________________________
 AA2894* NAD 83(1986)-  32 38 54.     (N)    091 10 53.     (W)     SCALED    
 AA2894* NAVD 88     -        28.793  (meters)      94.47   (feet)  ADJUSTED  
 AA2894  ___________________________________________________________________
 AA2894  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AA2894  DYNAMIC HT  -          28.761 (meters)      94.36  (feet)  COMP
 AA2894  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 AA2894
 AA2894  VERT ORDER  -  SECOND    CLASS I
 AA2894
 AA2894.The horizontal coordinates were scaled from a topographic map and have
 AA2894.an estimated accuracy of +/- 6 seconds.
 AA2894
 AA2894.The orthometric height was determined by differential leveling
 AA2894.and adjusted by the National Geodetic Survey in May 1997..
 AA2894
 AA2894.The geoid height was determined by GEOID03.
 AA2894
 AA2894.The dynamic height is computed by dividing the NAVD 88
 AA2894.geopotential number by the normal gravity value computed on the
 AA2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2894.degrees latitude (g = 980.6199 gals.).
 AA2894
 AA2894.The modeled gravity was interpolated from observed gravity values.
 AA2894
 AA2894;                    North         East    Units  Estimated Accuracy
 AA2894;SPC LA N     -   238,960.    1,123,710.      MT  (+/- 180 meters Scaled)
 AA2894
 AA2894                          SUPERSEDED SURVEY CONTROL
 AA2894
 AA2894.No superseded survey control is available for this station.
 AA2894
 AA2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705137(NAD 83)
 AA2894_MARKER: DB = BENCH MARK DISK
 AA2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2894_STAMPING: 18V20 1987
 AA2894_MARK LOGO: LADTD 
 AA2894_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2894+STABILITY: SURFACE MOTION
 AA2894
 AA2894  HISTORY     - Date     Condition        Report By
 AA2894  HISTORY     - 1987     MONUMENTED       LADTD
 AA2894
 AA2894                          STATION DESCRIPTION
 AA2894
 AA2894'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2894'ABOUT 17.4 KM (10.80 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE
 AA2894'IN LAKE PROVIDENCE TO THE MARK ON THE LEFT AND ACROSS THE RAILROAD
 AA2894'TRACKS, 38.7 M (127.0 FT) WEST OF THE CENTER OF HIGHWAY 65, 13.9 M
 AA2894'(45.6 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 6.7 M (22.0
 AA2894'FT) NORTH OF THE CENTER OF A DOUBLE IRON GATE AND 0.6 M (2.0 FT) WEST
 AA2894'OF A NET WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2895 ***********************************************************************
 AA2895  DESIGNATION -  18 V 21
 AA2895  PID         -  AA2895
 AA2895  STATE/COUNTY-  LA/EAST CARROLL
 AA2895  USGS QUAD   -  TRANSYLVANIA (1994)
 AA2895
 AA2895                         *CURRENT SURVEY CONTROL
 AA2895  ___________________________________________________________________
 AA2895* NAD 83(1992)-  32 40 42.70889(N)    091 10 57.92715(W)     ADJUSTED  
 AA2895* NAVD 88     -        30.348  (meters)      99.57   (feet)  ADJUSTED  
 AA2895  ___________________________________________________________________
 AA2895  X           -    -110,923.781 (meters)                     COMP
 AA2895  Y           -  -5,372,666.428 (meters)                     COMP
 AA2895  Z           -   3,424,006.608 (meters)                     COMP
 AA2895  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AA2895  ELLIP HEIGHT-           3.99  (meters)          (08/03/04) GPS OBS
 AA2895  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AA2895  DYNAMIC HT  -          30.314 (meters)      99.46  (feet)  COMP
 AA2895  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 AA2895
 AA2895  HORZ ORDER  -  FIRST
 AA2895  VERT ORDER  -  SECOND    CLASS I
 AA2895  ELLP ORDER  -  FOURTH    CLASS II
 AA2895
 AA2895.The horizontal coordinates were established by GPS observations
 AA2895.and adjusted by the National Geodetic Survey in August 2004..
 AA2895
 AA2895.The orthometric height was determined by differential leveling
 AA2895.and adjusted by the National Geodetic Survey in May 1997..
 AA2895
 AA2895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2895
 AA2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2895
 AA2895.The ellipsoidal height was determined by GPS observations
 AA2895.and is referenced to NAD 83.
 AA2895
 AA2895.The geoid height was determined by GEOID03.
 AA2895
 AA2895.The dynamic height is computed by dividing the NAVD 88
 AA2895.geopotential number by the normal gravity value computed on the
 AA2895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2895.degrees latitude (g = 980.6199 gals.).
 AA2895
 AA2895.The modeled gravity was interpolated from observed gravity values.
 AA2895
 AA2895;                    North         East     Units Scale Factor Converg.
 AA2895;SPC LA N     -   242,303.412 1,123,542.312   MT  1.00000273   +0 41 47.1
 AA2895;SPC LA N     -   794,957.11  3,686,155.07   sFT  1.00000273   +0 41 47.1
 AA2895;UTM  15      - 3,617,108.884   670,384.168   MT  0.99995798   +0 58 53.1
 AA2895
 AA2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2895!SPC LA N     -   0.99999937  x   1.00000273  =   1.00000210
 AA2895!UTM  15      -   0.99999937  x   0.99995798  =   0.99995735
 AA2895
 AA2895                          SUPERSEDED SURVEY CONTROL
 AA2895
 AA2895  NAD 83(1992)-  32 40 42.70932(N)    091 10 57.92776(W) AD(       ) 1
 AA2895  ELLIP H (03/17/04)    4.04   (m)                       GP(       ) 4 2
 AA2895  NAVD 88 (08/03/04)   30.35   (m)           99.6    (f) LEVELING    3  
 AA2895  NAVD 88 (03/17/04)   30.33   (m)           99.5    (f) LEVELING    3  
 AA2895
 AA2895.Superseded values are not recommended for survey control.
 AA2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2895.See file dsdata.txt to determine how the superseded data were derived.
 AA2895
 AA2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7038417109(NAD 83)
 AA2895_MARKER: DB = BENCH MARK DISK
 AA2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2895_STAMPING: 18V21 1987
 AA2895_MARK LOGO: LADTD 
 AA2895_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2895+STABILITY: SURFACE MOTION
 AA2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2895+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 AA2895
 AA2895  HISTORY     - Date     Condition        Report By
 AA2895  HISTORY     - 1987     MONUMENTED       LADH
 AA2895  HISTORY     - 20020923 GOOD             PYBURN
 AA2895  HISTORY     - 20030804 GOOD             EMCINC
 AA2895
 AA2895                          STATION DESCRIPTION
 AA2895
 AA2895'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (LGB)
 AA2895'ABOUT 14 KM (8.70 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE IN
 AA2895'LAKE PROVIDENCE TO THE MARK ON THE RIGHT AT THE JUNCTION OF HIGHWAY 65
 AA2895'AND STATE HIGHWAY 581 AND IN THE SOUTHEAST CORNER OF THE TRANSYLVANIA
 AA2895'ELEMENTARY SCHOOL YARD, 28.3 M (92.8 FT) WEST OF THE CENTER OF HIGHWAY
 AA2895'65, 11 M (36.1 FT) SOUTHWEST OF AN 8-INCH MAGNOLIA TREE, 10.7 M (35.1
 AA2895'FT) NORTH OF THE CENTER OF HIGHWAY 581, 2.9 M (9.5 FT) EAST OF A POWER
 AA2895'POLE AND 0.5 M (1.6 FT) NORTH OF A CHAIN LINK FENCE.
 AA2895
 AA2895                          STATION RECOVERY (2002)
 AA2895
 AA2895'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 AA2895'RECOVERED AS DESCRIBEDIPYBURN
 AA2895
 AA2895                          STATION RECOVERY (2003)
 AA2895
 AA2895'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 AA2895'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 AA2895'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2896 ***********************************************************************
 AA2896  DESIGNATION -  18 V 22
 AA2896  PID         -  AA2896
 AA2896  STATE/COUNTY-  LA/EAST CARROLL
 AA2896  USGS QUAD   -  TRANSYLVANIA (1994)
 AA2896
 AA2896                         *CURRENT SURVEY CONTROL
 AA2896  ___________________________________________________________________
 AA2896* NAD 83(1986)-  32 41 12.     (N)    091 12 03.     (W)     SCALED    
 AA2896* NAVD 88     -        28.479  (meters)      93.43   (feet)  ADJUSTED  
 AA2896  ___________________________________________________________________
 AA2896  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AA2896  DYNAMIC HT  -          28.447 (meters)      93.33  (feet)  COMP
 AA2896  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 AA2896
 AA2896  VERT ORDER  -  SECOND    CLASS I
 AA2896
 AA2896.The horizontal coordinates were scaled from a topographic map and have
 AA2896.an estimated accuracy of +/- 6 seconds.
 AA2896
 AA2896.The orthometric height was determined by differential leveling
 AA2896.and adjusted by the National Geodetic Survey in May 1997..
 AA2896
 AA2896.The geoid height was determined by GEOID03.
 AA2896
 AA2896.The dynamic height is computed by dividing the NAVD 88
 AA2896.geopotential number by the normal gravity value computed on the
 AA2896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2896.degrees latitude (g = 980.6199 gals.).
 AA2896
 AA2896.The modeled gravity was interpolated from observed gravity values.
 AA2896
 AA2896;                    North         East    Units  Estimated Accuracy
 AA2896;SPC LA N     -   243,190.    1,121,840.      MT  (+/- 180 meters Scaled)
 AA2896
 AA2896                          SUPERSEDED SURVEY CONTROL
 AA2896
 AA2896.No superseded survey control is available for this station.
 AA2896
 AA2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS686179(NAD 83)
 AA2896_MARKER: DB = BENCH MARK DISK
 AA2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2896_STAMPING: 18V22 1987
 AA2896_MARK LOGO: LADTD 
 AA2896_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2896+STABILITY: SURFACE MOTION
 AA2896
 AA2896  HISTORY     - Date     Condition        Report By
 AA2896  HISTORY     - 1987     MONUMENTED       LADH
 AA2896
 AA2896                          STATION DESCRIPTION
 AA2896
 AA2896'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (LGB)
 AA2896'ABOUT 14 KM (8.70 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE IN
 AA2896'LAKE PROVIDENCE TO THE JUNCTION WITH STATE HIGHWAY 581, THENCE 1.9 KM
 AA2896'(1.20 MI) WEST ON HIGHWAY 581 TO THE MARK ON THE RIGHT, NEAR A POWER
 AA2896'POLE, 21 M (68.9 FT) NORTHWEST OF THE NORTH END OF A METAL CULVERT
 AA2896'UNDER HIGHWAY 581, 14 M (45.9 FT) NORTHWEST OF THE CENTER OF A FIELD
 AA2896'ROAD, 11.3 M (37.1 FT) NORTHEAST OF THE CENTER OF HIGHWAY 581 AND 1.5
 AA2896'M (4.9 FT) SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2897 ***********************************************************************
 AA2897  DESIGNATION -  18 V 23
 AA2897  PID         -  AA2897
 AA2897  STATE/COUNTY-  LA/EAST CARROLL
 AA2897  USGS QUAD   -  TRANSYLVANIA (1994)
 AA2897
 AA2897                         *CURRENT SURVEY CONTROL
 AA2897  ___________________________________________________________________
 AA2897* NAD 83(1986)-  32 41 48.     (N)    091 10 52.     (W)     SCALED    
 AA2897* NAVD 88     -        29.119  (meters)      95.53   (feet)  ADJUSTED  
 AA2897  ___________________________________________________________________
 AA2897  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AA2897  DYNAMIC HT  -          29.086 (meters)      95.43  (feet)  COMP
 AA2897  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 AA2897
 AA2897  VERT ORDER  -  SECOND    CLASS I
 AA2897
 AA2897.The horizontal coordinates were scaled from a topographic map and have
 AA2897.an estimated accuracy of +/- 6 seconds.
 AA2897
 AA2897.The orthometric height was determined by differential leveling
 AA2897.and adjusted by the National Geodetic Survey in May 1997..
 AA2897
 AA2897.The geoid height was determined by GEOID03.
 AA2897
 AA2897.The dynamic height is computed by dividing the NAVD 88
 AA2897.geopotential number by the normal gravity value computed on the
 AA2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2897.degrees latitude (g = 980.6199 gals.).
 AA2897
 AA2897.The modeled gravity was interpolated from observed gravity values.
 AA2897
 AA2897;                    North         East    Units  Estimated Accuracy
 AA2897;SPC LA N     -   244,320.    1,123,670.      MT  (+/- 180 meters Scaled)
 AA2897
 AA2897                          SUPERSEDED SURVEY CONTROL
 AA2897
 AA2897.No superseded survey control is available for this station.
 AA2897
 AA2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705191(NAD 83)
 AA2897_MARKER: DB = BENCH MARK DISK
 AA2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2897_STAMPING: 18V23 1987
 AA2897_MARK LOGO: LADTD 
 AA2897_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2897+STABILITY: SURFACE MOTION
 AA2897
 AA2897  HISTORY     - Date     Condition        Report By
 AA2897  HISTORY     - 1987     MONUMENTED       LADTD
 AA2897
 AA2897                          STATION DESCRIPTION
 AA2897
 AA2897'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2897'ABOUT 11.9 KM (7.40 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE
 AA2897'IN LAKE PROVIDENCE TO THE MARK ON THE RIGHT NEAR POWER POLE NUMBER
 AA2897'375, 16.5 M (54.1 FT) WEST OF THE CENTER OF HIGHWAY 65, 0.9 M (3.0 FT)
 AA2897'NORTH OF A POWER POLE AND 0.5 M (1.6 FT) SOUTH OF THE SOUTHEAST CORNER
 AA2897'OF A CHAIN LINK FENCE AROUND SOME GAS LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2898 ***********************************************************************
 AA2898  DESIGNATION -  18 V 24
 AA2898  PID         -  AA2898
 AA2898  STATE/COUNTY-  LA/EAST CARROLL
 AA2898  USGS QUAD   -  TRANSYLVANIA (1994)
 AA2898
 AA2898                         *CURRENT SURVEY CONTROL
 AA2898  ___________________________________________________________________
 AA2898* NAD 83(1986)-  32 42 53.     (N)    091 10 46.     (W)     SCALED    
 AA2898* NAVD 88     -        29.076  (meters)      95.39   (feet)  ADJUSTED  
 AA2898  ___________________________________________________________________
 AA2898  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AA2898  DYNAMIC HT  -          29.044 (meters)      95.29  (feet)  COMP
 AA2898  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 AA2898
 AA2898  VERT ORDER  -  SECOND    CLASS I
 AA2898
 AA2898.The horizontal coordinates were scaled from a topographic map and have
 AA2898.an estimated accuracy of +/- 6 seconds.
 AA2898
 AA2898.The orthometric height was determined by differential leveling
 AA2898.and adjusted by the National Geodetic Survey in May 1997..
 AA2898
 AA2898.The geoid height was determined by GEOID03.
 AA2898
 AA2898.The dynamic height is computed by dividing the NAVD 88
 AA2898.geopotential number by the normal gravity value computed on the
 AA2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2898.degrees latitude (g = 980.6199 gals.).
 AA2898
 AA2898.The modeled gravity was interpolated from observed gravity values.
 AA2898
 AA2898;                    North         East    Units  Estimated Accuracy
 AA2898;SPC LA N     -   246,320.    1,123,800.      MT  (+/- 180 meters Scaled)
 AA2898
 AA2898                          SUPERSEDED SURVEY CONTROL
 AA2898
 AA2898.No superseded survey control is available for this station.
 AA2898
 AA2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS706211(NAD 83)
 AA2898_MARKER: DB = BENCH MARK DISK
 AA2898_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA2898_SP_SET: BRIDGE WINGWALL
 AA2898_STAMPING: 18V24 1987
 AA2898_MARK LOGO: LADTD 
 AA2898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2898
 AA2898  HISTORY     - Date     Condition        Report By
 AA2898  HISTORY     - 1987     MONUMENTED       LADTD
 AA2898
 AA2898                          STATION DESCRIPTION
 AA2898
 AA2898'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2898'ABOUT 10 KM (6.20 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE IN
 AA2898'LAKE PROVIDENCE TO THE MARK ON THE LEFT, SET IN A DRILL HOLE IN THE
 AA2898'SOUTHEAST WINGWALL OF A BRIDGE, 15.2 M (49.9 FT) WEST-SOUTHWEST OF THE
 AA2898'WEST RAIL OF THE RAILROAD TRACKS AND 7.2 M (23.6 FT) EAST-NORTHEAST OF
 AA2898'THE CENTER OF HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2899 ***********************************************************************
 AA2899  DESIGNATION -  18 V 25
 AA2899  PID         -  AA2899
 AA2899  STATE/COUNTY-  LA/EAST CARROLL
 AA2899  USGS QUAD   -  TRANSYLVANIA (1994)
 AA2899
 AA2899                         *CURRENT SURVEY CONTROL
 AA2899  ___________________________________________________________________
 AA2899* NAD 83(1986)-  32 44 04.     (N)    091 10 48.     (W)     SCALED    
 AA2899* NAVD 88     -        29.602  (meters)      97.12   (feet)  ADJUSTED  
 AA2899  ___________________________________________________________________
 AA2899  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AA2899  DYNAMIC HT  -          29.569 (meters)      97.01  (feet)  COMP
 AA2899  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 AA2899
 AA2899  VERT ORDER  -  SECOND    CLASS I
 AA2899
 AA2899.The horizontal coordinates were scaled from a topographic map and have
 AA2899.an estimated accuracy of +/- 6 seconds.
 AA2899
 AA2899.The orthometric height was determined by differential leveling
 AA2899.and adjusted by the National Geodetic Survey in May 1997..
 AA2899
 AA2899.The geoid height was determined by GEOID03.
 AA2899
 AA2899.The dynamic height is computed by dividing the NAVD 88
 AA2899.geopotential number by the normal gravity value computed on the
 AA2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2899.degrees latitude (g = 980.6199 gals.).
 AA2899
 AA2899.The modeled gravity was interpolated from observed gravity values.
 AA2899
 AA2899;                    North         East    Units  Estimated Accuracy
 AA2899;SPC LA N     -   248,510.    1,123,730.      MT  (+/- 180 meters Scaled)
 AA2899
 AA2899                          SUPERSEDED SURVEY CONTROL
 AA2899
 AA2899.No superseded survey control is available for this station.
 AA2899
 AA2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705233(NAD 83)
 AA2899_MARKER: DB = BENCH MARK DISK
 AA2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2899_STAMPING: 18V25 1987
 AA2899_MARK LOGO: LADTD 
 AA2899_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2899+STABILITY: SURFACE MOTION
 AA2899
 AA2899  HISTORY     - Date     Condition        Report By
 AA2899  HISTORY     - 1987     MONUMENTED       LADTD
 AA2899
 AA2899                          STATION DESCRIPTION
 AA2899
 AA2899'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2899'ABOUT 7.7 KM (4.80 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE IN
 AA2899'LAKE PROVIDENCE TO THE MARK ON THE RIGHT NEAR A POWER POLE NUMBERED
 AA2899'420, 16.9 M (55.4 FT) WEST OF THE CENTER OF HIGHWAY 65, 9.7 M (31.8
 AA2899'FT) SOUTH OF THE CENTER OF A PAVED ROAD AND 0.6 M (2.0 FT) WEST OF A
 AA2899'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2900 ***********************************************************************
 AA2900  DESIGNATION -  18 V 26
 AA2900  PID         -  AA2900
 AA2900  STATE/COUNTY-  LA/EAST CARROLL
 AA2900  USGS QUAD   -  LAKE PROVIDENCE (1994)
 AA2900
 AA2900                         *CURRENT SURVEY CONTROL
 AA2900  ___________________________________________________________________
 AA2900* NAD 83(1992)-  32 45 12.23255(N)    091 10 45.90593(W)     ADJUSTED  
 AA2900* NAVD 88     -        29.609  (meters)      97.14   (feet)  ADJUSTED  
 AA2900  ___________________________________________________________________
 AA2900  X           -    -110,518.280 (meters)                     COMP
 AA2900  Y           -  -5,368,185.765 (meters)                     COMP
 AA2900  Z           -   3,430,991.842 (meters)                     COMP
 AA2900  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AA2900  ELLIP HEIGHT-           3.25  (meters)          (08/03/04) GPS OBS
 AA2900  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AA2900  DYNAMIC HT  -          29.576 (meters)      97.03  (feet)  COMP
 AA2900  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 AA2900
 AA2900  HORZ ORDER  -  FIRST
 AA2900  VERT ORDER  -  SECOND    CLASS I
 AA2900  ELLP ORDER  -  FOURTH    CLASS II
 AA2900
 AA2900.The horizontal coordinates were established by GPS observations
 AA2900.and adjusted by the National Geodetic Survey in August 2004..
 AA2900
 AA2900.The orthometric height was determined by differential leveling
 AA2900.and adjusted by the National Geodetic Survey in May 1997..
 AA2900
 AA2900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2900
 AA2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2900
 AA2900.The ellipsoidal height was determined by GPS observations
 AA2900.and is referenced to NAD 83.
 AA2900
 AA2900.The geoid height was determined by GEOID03.
 AA2900
 AA2900.The dynamic height is computed by dividing the NAVD 88
 AA2900.geopotential number by the normal gravity value computed on the
 AA2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2900.degrees latitude (g = 980.6199 gals.).
 AA2900
 AA2900.The modeled gravity was interpolated from observed gravity values.
 AA2900
 AA2900;                    North         East     Units Scale Factor Converg.
 AA2900;SPC LA N     -   250,609.486 1,123,754.304   MT  1.00002093   +0 41 53.5
 AA2900;SPC LA N     -   822,207.96  3,686,850.58   sFT  1.00002093   +0 41 53.5
 AA2900;UTM  15      - 3,625,415.469   670,554.687   MT  0.99995869   +0 59 06.8
 AA2900
 AA2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2900!SPC LA N     -   0.99999949  x   1.00002093  =   1.00002042
 AA2900!UTM  15      -   0.99999949  x   0.99995869  =   0.99995818
 AA2900
 AA2900                          SUPERSEDED SURVEY CONTROL
 AA2900
 AA2900  NAD 83(1992)-  32 45 12.23280(N)    091 10 45.90575(W) AD(       ) 1
 AA2900  ELLIP H (03/17/04)    3.30   (m)                       GP(       ) 4 2
 AA2900  NAVD 88 (08/03/04)   29.61   (m)           97.1    (f) LEVELING    3  
 AA2900  NAVD 88 (03/17/04)   29.62   (m)           97.2    (f) LEVELING    3  
 AA2900
 AA2900.Superseded values are not recommended for survey control.
 AA2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2900.See file dsdata.txt to determine how the superseded data were derived.
 AA2900
 AA2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7055525415(NAD 83)
 AA2900_MARKER: DB = BENCH MARK DISK
 AA2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2900_STAMPING: 18V26 1987
 AA2900_MARK LOGO: LADTD 
 AA2900_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2900+STABILITY: SURFACE MOTION
 AA2900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2900+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 AA2900
 AA2900  HISTORY     - Date     Condition        Report By
 AA2900  HISTORY     - 1987     MONUMENTED       LADTD
 AA2900  HISTORY     - 20021002 GOOD             PYBURN
 AA2900  HISTORY     - 20030803 GOOD             EMCINC
 AA2900
 AA2900                          STATION DESCRIPTION
 AA2900
 AA2900'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2900'ABOUT 5.6 KM (3.50 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE IN
 AA2900'LAKE PROVIDENCE TO THE MARK ON THE RIGHT, 21.9 M (71.9 FT) NORTHEAST
 AA2900'OF THE NORTHEAST CORNER OF A EQUIPMENT SHED, 21.3 M (69.9 FT) SOUTH OF
 AA2900'THE CENTER OF A GRAVEL DRIVE, 18.6 M (61.0 FT) WEST OF THE CENTER OF
 AA2900'HIGHWAY 65 AND 13 M (42.7 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH TWO
 AA2900'TRANSFORMERS ATTACHED.
 AA2900
 AA2900                          STATION RECOVERY (2002)
 AA2900
 AA2900'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 AA2900'RECOVERED AS DESCRIBEDIPYBURN
 AA2900
 AA2900                          STATION RECOVERY (2003)
 AA2900
 AA2900'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 AA2900'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 AA2900'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2901 ***********************************************************************
 AA2901  DESIGNATION -  18 V 27
 AA2901  PID         -  AA2901
 AA2901  STATE/COUNTY-  LA/EAST CARROLL
 AA2901  USGS QUAD   -  LAKE PROVIDENCE (1994)
 AA2901
 AA2901                         *CURRENT SURVEY CONTROL
 AA2901  ___________________________________________________________________
 AA2901* NAD 83(1986)-  32 46 10.     (N)    091 10 44.     (W)     SCALED    
 AA2901* NAVD 88     -        30.460  (meters)      99.93   (feet)  ADJUSTED  
 AA2901  ___________________________________________________________________
 AA2901  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AA2901  DYNAMIC HT  -          30.426 (meters)      99.82  (feet)  COMP
 AA2901  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 AA2901
 AA2901  VERT ORDER  -  SECOND    CLASS I
 AA2901
 AA2901.The horizontal coordinates were scaled from a topographic map and have
 AA2901.an estimated accuracy of +/- 6 seconds.
 AA2901
 AA2901.The orthometric height was determined by differential leveling
 AA2901.and adjusted by the National Geodetic Survey in May 1997..
 AA2901
 AA2901.The geoid height was determined by GEOID03.
 AA2901
 AA2901.The dynamic height is computed by dividing the NAVD 88
 AA2901.geopotential number by the normal gravity value computed on the
 AA2901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2901.degrees latitude (g = 980.6199 gals.).
 AA2901
 AA2901.The modeled gravity was interpolated from observed gravity values.
 AA2901
 AA2901;                    North         East    Units  Estimated Accuracy
 AA2901;SPC LA N     -   252,390.    1,123,780.      MT  (+/- 180 meters Scaled)
 AA2901
 AA2901                          SUPERSEDED SURVEY CONTROL
 AA2901
 AA2901.No superseded survey control is available for this station.
 AA2901
 AA2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705271(NAD 83)
 AA2901_MARKER: DB = BENCH MARK DISK
 AA2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2901_STAMPING: 18V27 1987
 AA2901_MARK LOGO: LADTD 
 AA2901_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2901+STABILITY: SURFACE MOTION
 AA2901
 AA2901  HISTORY     - Date     Condition        Report By
 AA2901  HISTORY     - 1987     MONUMENTED       LADTD
 AA2901
 AA2901                          STATION DESCRIPTION
 AA2901
 AA2901'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2901'ABOUT 3.7 KM (2.30 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE IN
 AA2901'LAKE PROVIDENCE TO THE MARK ON THE RIGHT, 17.7 M (58.1 FT) WEST OF THE
 AA2901'CENTER OF HIGHWAY 65, 10.1 M (33.1 FT) NORTH OF THE CENTER OF A GRAVEL
 AA2901'ROAD LEADING TO A WHITE WOOD FRAME HOUSE, 2.7 M (8.9 FT) SOUTH OF A
 AA2901'TELEPHONE REPAIR BOX AND 1.7 M (5.6 FT) SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2902 ***********************************************************************
 AA2902  DESIGNATION -  18 V 28
 AA2902  PID         -  AA2902
 AA2902  STATE/COUNTY-  LA/EAST CARROLL
 AA2902  USGS QUAD   -  LAKE PROVIDENCE (1994)
 AA2902
 AA2902                         *CURRENT SURVEY CONTROL
 AA2902  ___________________________________________________________________
 AA2902* NAD 83(1986)-  32 47 12.     (N)    091 10 42.     (W)     SCALED    
 AA2902* NAVD 88     -        29.659  (meters)      97.31   (feet)  ADJUSTED  
 AA2902  ___________________________________________________________________
 AA2902  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AA2902  DYNAMIC HT  -          29.627 (meters)      97.20  (feet)  COMP
 AA2902  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 AA2902
 AA2902  VERT ORDER  -  SECOND    CLASS I
 AA2902
 AA2902.The horizontal coordinates were scaled from a topographic map and have
 AA2902.an estimated accuracy of +/- 6 seconds.
 AA2902
 AA2902.The orthometric height was determined by differential leveling
 AA2902.and adjusted by the National Geodetic Survey in May 1997..
 AA2902
 AA2902.The geoid height was determined by GEOID03.
 AA2902
 AA2902.The dynamic height is computed by dividing the NAVD 88
 AA2902.geopotential number by the normal gravity value computed on the
 AA2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2902.degrees latitude (g = 980.6199 gals.).
 AA2902
 AA2902.The modeled gravity was interpolated from observed gravity values.
 AA2902
 AA2902;                    North         East    Units  Estimated Accuracy
 AA2902;SPC LA N     -   254,300.    1,123,810.      MT  (+/- 180 meters Scaled)
 AA2902
 AA2902                          SUPERSEDED SURVEY CONTROL
 AA2902
 AA2902.No superseded survey control is available for this station.
 AA2902
 AA2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705291(NAD 83)
 AA2902_MARKER: DB = BENCH MARK DISK
 AA2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2902_STAMPING: 18V28 1987
 AA2902_MARK LOGO: LADTD 
 AA2902_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2902+STABILITY: SURFACE MOTION
 AA2902
 AA2902  HISTORY     - Date     Condition        Report By
 AA2902  HISTORY     - 1987     MONUMENTED       LADTD
 AA2902
 AA2902                          STATION DESCRIPTION
 AA2902
 AA2902'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2902'ABOUT 2.1 KM (1.30 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE IN
 AA2902'LAKE PROVIDENCE TO THE MARK ON THE LEFT AT THE STATE HIGHWAY
 AA2902'MAINTENANCE UNIT, 17.4 M (57.1 FT) EAST FROM THE CENTER OF HIGHWAY 65,
 AA2902'8.8 M (28.9 FT) WEST OF THE CENTER OF THE MAIN GATES INTO THE
 AA2902'MAINTENANCE UNIT AND 0.6 M (2.0 FT) SOUTH OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2903 ***********************************************************************
 AA2903  DESIGNATION -  18 V 29
 AA2903  PID         -  AA2903
 AA2903  STATE/COUNTY-  LA/EAST CARROLL
 AA2903  USGS QUAD   -  LAKE PROVIDENCE (1994)
 AA2903
 AA2903                         *CURRENT SURVEY CONTROL
 AA2903  ___________________________________________________________________
 AA2903* NAD 83(1986)-  32 48 09.     (N)    091 10 12.     (W)     SCALED    
 AA2903* NAVD 88     -        31.963  (meters)     104.87   (feet)  ADJUSTED  
 AA2903  ___________________________________________________________________
 AA2903  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA2903  DYNAMIC HT  -          31.928 (meters)     104.75  (feet)  COMP
 AA2903  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 AA2903
 AA2903  VERT ORDER  -  SECOND    CLASS I
 AA2903
 AA2903.The horizontal coordinates were scaled from a topographic map and have
 AA2903.an estimated accuracy of +/- 6 seconds.
 AA2903
 AA2903.The orthometric height was determined by differential leveling
 AA2903.and adjusted by the National Geodetic Survey in May 1997..
 AA2903
 AA2903.The geoid height was determined by GEOID03.
 AA2903
 AA2903.The dynamic height is computed by dividing the NAVD 88
 AA2903.geopotential number by the normal gravity value computed on the
 AA2903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2903.degrees latitude (g = 980.6199 gals.).
 AA2903
 AA2903.The modeled gravity was interpolated from observed gravity values.
 AA2903
 AA2903;                    North         East    Units  Estimated Accuracy
 AA2903;SPC LA N     -   256,070.    1,124,570.      MT  (+/- 180 meters Scaled)
 AA2903
 AA2903                          SUPERSEDED SURVEY CONTROL
 AA2903
 AA2903.No superseded survey control is available for this station.
 AA2903
 AA2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS713308(NAD 83)
 AA2903_MARKER: DB = BENCH MARK DISK
 AA2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2903_STAMPING: 18V29 1987
 AA2903_MARK LOGO: LADTD 
 AA2903_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2903+STABILITY: SURFACE MOTION
 AA2903
 AA2903  HISTORY     - Date     Condition        Report By
 AA2903  HISTORY     - 1987     MONUMENTED       LADTD
 AA2903
 AA2903                          STATION DESCRIPTION
 AA2903
 AA2903'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2903'LOCATED AT THE POST OFFICE IN LAKE PROVIDENCE, 10.1 M (33.1 FT) EAST
 AA2903'OF THE CENTER OF U S HIGHWAY 65 5.6 M (18.4 FT) WEST OF THE NORTHWEST
 AA2903'CORNER OF THE POST OFFICE, 4.3 M (14.1 FT) SOUTHWEST OF A FLAG POLE,
 AA2903'0.6 M (2.0 FT) WEST OF THE WEST EDGE OF AN EAST-WEST SIDEWALK AND 0.3
 AA2903'M (1.0 FT) SOUTH OF THE SOUTH EDGE OF A EAST-WEST SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3382 ***********************************************************************
 CP3382  DESIGNATION -  18 V 3
 CP3382  PID         -  CP3382
 CP3382  STATE/COUNTY-  LA/EAST CARROLL
 CP3382  USGS QUAD   -  BAXTER BAYOU (1988)
 CP3382
 CP3382                         *CURRENT SURVEY CONTROL
 CP3382  ___________________________________________________________________
 CP3382* NAD 83(1986)-  32 51 24.     (N)    091 17 24.     (W)     SCALED    
 CP3382* NAVD 88     -        29.537  (meters)      96.91   (feet)  ADJUSTED  
 CP3382  ___________________________________________________________________
 CP3382  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP3382  DYNAMIC HT  -          29.505 (meters)      96.80  (feet)  COMP
 CP3382  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CP3382
 CP3382  VERT ORDER  -  SECOND    CLASS I
 CP3382
 CP3382.The horizontal coordinates were scaled from a topographic map and have
 CP3382.an estimated accuracy of +/- 6 seconds.
 CP3382
 CP3382.The orthometric height was determined by differential leveling
 CP3382.and adjusted by the National Geodetic Survey in July 1998..
 CP3382
 CP3382.The geoid height was determined by GEOID03.
 CP3382
 CP3382.The dynamic height is computed by dividing the NAVD 88
 CP3382.geopotential number by the normal gravity value computed on the
 CP3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3382.degrees latitude (g = 980.6199 gals.).
 CP3382
 CP3382.The modeled gravity was interpolated from observed gravity values.
 CP3382
 CP3382;                    North         East    Units  Estimated Accuracy
 CP3382;SPC LA N     -   261,940.    1,113,260.      MT  (+/- 180 meters Scaled)
 CP3382
 CP3382                          SUPERSEDED SURVEY CONTROL
 CP3382
 CP3382.No superseded survey control is available for this station.
 CP3382
 CP3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS600366(NAD 83)
 CP3382_MARKER: DD = SURVEY DISK
 CP3382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3382_SP_SET: HEADWALL
 CP3382_STAMPING: 18V3 1986
 CP3382_MARK LOGO: LADTD 
 CP3382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3382+STABILITY: SURFACE MOTION
 CP3382
 CP3382  HISTORY     - Date     Condition        Report By
 CP3382  HISTORY     - 1986     MONUMENTED       LADTD
 CP3382
 CP3382                          STATION DESCRIPTION
 CP3382
 CP3382'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3382'9.3 KM (5.8 MI) EAST FROM OAK GROVE.
 CP3382'ABOUT 9.3 KM (5.8 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3382'OAK GROVE TO THE BENCH MARK SET ON THE NORTH SIDE OF THE HIGHWAY IN A
 CP3382'HEADWALL, 39.5 METERS (129.5 FEET) EAST OF THE CENTER OF A GRAVEL ROAD
 CP3382'LEADING INTO A FIELD, 7.2 METERS (23.5 FEET) NORTH OF THE CENTERLINE
 CP3382'OF THE HIGHWAY AND 0.15 METER (0.5 FEET) WEST OF THE EAST END OF THE
 CP3382'HEADWALL.
 CP3382'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP3382'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2904 ***********************************************************************
 AA2904  DESIGNATION -  18 V 30
 AA2904  PID         -  AA2904
 AA2904  STATE/COUNTY-  LA/EAST CARROLL
 AA2904  USGS QUAD   -  LAKE PROVIDENCE (1994)
 AA2904
 AA2904                         *CURRENT SURVEY CONTROL
 AA2904  ___________________________________________________________________
 AA2904* NAD 83(1986)-  32 51 22.     (N)    091 13 08.     (W)     SCALED    
 AA2904* NAVD 88     -        31.370  (meters)     102.92   (feet)  ADJUSTED  
 AA2904  ___________________________________________________________________
 AA2904  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AA2904  DYNAMIC HT  -          31.336 (meters)     102.81  (feet)  COMP
 AA2904  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 AA2904
 AA2904  VERT ORDER  -  SECOND    CLASS I
 AA2904
 AA2904.The horizontal coordinates were scaled from a topographic map and have
 AA2904.an estimated accuracy of +/- 6 seconds.
 AA2904
 AA2904.The orthometric height was determined by differential leveling
 AA2904.and adjusted by the National Geodetic Survey in May 1997..
 AA2904
 AA2904.The geoid height was determined by GEOID03.
 AA2904
 AA2904.The dynamic height is computed by dividing the NAVD 88
 AA2904.geopotential number by the normal gravity value computed on the
 AA2904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2904.degrees latitude (g = 980.6199 gals.).
 AA2904
 AA2904.The modeled gravity was interpolated from observed gravity values.
 AA2904
 AA2904;                    North         East    Units  Estimated Accuracy
 AA2904;SPC LA N     -   261,960.    1,119,920.      MT  (+/- 180 meters Scaled)
 AA2904
 AA2904                          SUPERSEDED SURVEY CONTROL
 AA2904
 AA2904.No superseded survey control is available for this station.
 AA2904
 AA2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS666367(NAD 83)
 AA2904_MARKER: DB = BENCH MARK DISK
 AA2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2904_STAMPING: 18V30 1987
 AA2904_MARK LOGO: LADTD 
 AA2904_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2904+STABILITY: SURFACE MOTION
 AA2904
 AA2904  HISTORY     - Date     Condition        Report By
 AA2904  HISTORY     - 1987     MONUMENTED       LADTD
 AA2904
 AA2904                          STATION DESCRIPTION
 AA2904
 AA2904'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2904'ABOUT 6.6 KM (4.10 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2904'LAKE PROVIDENCE TO THE MARK ON THE LEFT, 13 M (42.7 FT) EAST-NORTHEAST
 AA2904'OF A 34-INCH PECAN TREE, 11.6 M (38.1 FT) WEST OF THE CENTER OF
 AA2904'HIGHWAY 65, 7.6 M (24.9 FT) NORTH OF THE CENTER OF A NORTH CONCRETE
 AA2904'DRIVE LEADING TO A RED BRICK RESIDENT AND 0.6 M (2.0 FT) EAST OF A
 AA2904'RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2905 ***********************************************************************
 AA2905  DESIGNATION -  18 V 31
 AA2905  PID         -  AA2905
 AA2905  STATE/COUNTY-  LA/EAST CARROLL
 AA2905  USGS QUAD   -  LAKE PROVIDENCE (1994)
 AA2905
 AA2905                         *CURRENT SURVEY CONTROL
 AA2905  ___________________________________________________________________
 AA2905* NAD 83(1986)-  32 52 25.     (N)    091 13 33.     (W)     SCALED    
 AA2905* NAVD 88     -        31.843  (meters)     104.47   (feet)  ADJUSTED  
 AA2905  ___________________________________________________________________
 AA2905  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AA2905  DYNAMIC HT  -          31.808 (meters)     104.36  (feet)  COMP
 AA2905  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 AA2905
 AA2905  VERT ORDER  -  SECOND    CLASS I
 AA2905
 AA2905.The horizontal coordinates were scaled from a topographic map and have
 AA2905.an estimated accuracy of +/- 6 seconds.
 AA2905
 AA2905.The orthometric height was determined by differential leveling
 AA2905.and adjusted by the National Geodetic Survey in May 1997..
 AA2905
 AA2905.The geoid height was determined by GEOID03.
 AA2905
 AA2905.The dynamic height is computed by dividing the NAVD 88
 AA2905.geopotential number by the normal gravity value computed on the
 AA2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2905.degrees latitude (g = 980.6199 gals.).
 AA2905
 AA2905.The modeled gravity was interpolated from observed gravity values.
 AA2905
 AA2905;                    North         East    Units  Estimated Accuracy
 AA2905;SPC LA N     -   263,890.    1,119,250.      MT  (+/- 180 meters Scaled)
 AA2905
 AA2905                          SUPERSEDED SURVEY CONTROL
 AA2905
 AA2905.No superseded survey control is available for this station.
 AA2905
 AA2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS659386(NAD 83)
 AA2905_MARKER: DB = BENCH MARK DISK
 AA2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2905_STAMPING: 18V31 1987
 AA2905_MARK LOGO: LADTD 
 AA2905_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2905+STABILITY: SURFACE MOTION
 AA2905
 AA2905  HISTORY     - Date     Condition        Report By
 AA2905  HISTORY     - 1987     MONUMENTED       LADTD
 AA2905
 AA2905                          STATION DESCRIPTION
 AA2905
 AA2905'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2905'ABOUT 8.4 KM (5.20 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2905'LAKE PROVIDENCE TO THE MARK ON THE LEFT AT A CHURCH, 14.9 M (48.9 FT)
 AA2905'WEST OF THE CENTER OF HIGHWAY 65, 14.8 M (48.6 FT) NORTHEAST OF THE
 AA2905'NORTHEAST CORNER OF THE CHURCH, 4 M (13.1 FT) WEST-SOUTHWEST OF THE
 AA2905'SOUTH END OF A CONCRETE CULVERT UNDER THE NORTH DRIVE LEADING TO THE
 AA2905'CHURCH AND 1.1 M (3.6 FT) NORTH-NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2906 ***********************************************************************
 AA2906  DESIGNATION -  18 V 32
 AA2906  PID         -  AA2906
 AA2906  STATE/COUNTY-  LA/EAST CARROLL
 AA2906  USGS QUAD   -  MILLIKIN (1994)
 AA2906
 AA2906                         *CURRENT SURVEY CONTROL
 AA2906  ___________________________________________________________________
 AA2906* NAD 83(1992)-  32 54 27.65557(N)    091 13 35.40918(W)     ADJUSTED  
 AA2906* NAVD 88     -        32.001  (meters)     104.99   (feet)  ADJUSTED  
 AA2906  ___________________________________________________________________
 AA2906  X           -    -114,731.166 (meters)                     COMP
 AA2906  Y           -  -5,358,820.886 (meters)                     COMP
 AA2906  Z           -   3,445,370.645 (meters)                     COMP
 AA2906  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AA2906  ELLIP HEIGHT-           5.76  (meters)          (03/17/04) GPS OBS
 AA2906  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AA2906  DYNAMIC HT  -          31.966 (meters)     104.88  (feet)  COMP
 AA2906  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 AA2906
 AA2906  HORZ ORDER  -  FIRST
 AA2906  VERT ORDER  -  SECOND    CLASS I
 AA2906  ELLP ORDER  -  FOURTH    CLASS II
 AA2906
 AA2906.The horizontal coordinates were established by GPS observations
 AA2906.and adjusted by the National Geodetic Survey in March 2004..
 AA2906
 AA2906.The orthometric height was determined by differential leveling
 AA2906.and adjusted by the National Geodetic Survey in May 1997..
 AA2906
 AA2906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2906
 AA2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2906
 AA2906.The ellipsoidal height was determined by GPS observations
 AA2906.and is referenced to NAD 83.
 AA2906
 AA2906.The geoid height was determined by GEOID03.
 AA2906
 AA2906.The dynamic height is computed by dividing the NAVD 88
 AA2906.geopotential number by the normal gravity value computed on the
 AA2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2906.degrees latitude (g = 980.6199 gals.).
 AA2906
 AA2906.The modeled gravity was interpolated from observed gravity values.
 AA2906
 AA2906;                    North         East     Units Scale Factor Converg.
 AA2906;SPC LA N     -   267,666.548 1,119,141.082   MT  1.00006384   +0 40 23.9
 AA2906;SPC LA N     -   878,169.33  3,671,715.37   sFT  1.00006384   +0 40 23.9
 AA2906;UTM  15      - 3,642,447.484   665,855.999   MT  0.99993919   +0 57 49.5
 AA2906
 AA2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2906!SPC LA N     -   0.99999910  x   1.00006384  =   1.00006294
 AA2906!UTM  15      -   0.99999910  x   0.99993919  =   0.99993829
 AA2906
 AA2906                          SUPERSEDED SURVEY CONTROL
 AA2906
 AA2906  NAVD 88 (03/17/04)   32.02   (m)          105.1    (f) LEVELING    3  
 AA2906
 AA2906.Superseded values are not recommended for survey control.
 AA2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2906.See file dsdata.txt to determine how the superseded data were derived.
 AA2906
 AA2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6585642447(NAD 83)
 AA2906_MARKER: DB = BENCH MARK DISK
 AA2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2906_STAMPING: 18V32 1987
 AA2906_MARK LOGO: LADTD 
 AA2906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2906+STABILITY: SURFACE MOTION
 AA2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2906+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 AA2906
 AA2906  HISTORY     - Date     Condition        Report By
 AA2906  HISTORY     - 1987     MONUMENTED       LADH
 AA2906  HISTORY     - 20020930 GOOD             PYBURN
 AA2906
 AA2906                          STATION DESCRIPTION
 AA2906
 AA2906'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (LGB)
 AA2906'ABOUT 8.8 KM (5.45 MI) SOUTH ON U S HIGHWAY 65 FROM ITS JUNCTION WITH
 AA2906'STATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON THE RIGHT, 35.8 M (117.5
 AA2906'FT) WEST OF THE CENTER OF THE HIGHWAY, 12.8 M (42.0 FT) EAST OF THE
 AA2906'CENTER OF A PAVED DRIVE, 5.8 M (19.0 FT) NORTH OF THE CENTER OF A
 AA2906'GRAVEL ROAD AND 4.9 M (16.1 FT) WEST OF THE WEST RAIL OF THE RAILROAD.
 AA2906
 AA2906                          STATION RECOVERY (2002)
 AA2906
 AA2906'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 AA2906'RECOVERED AS DESCRIBEDIPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2907 ***********************************************************************
 AA2907  DESIGNATION -  18 V 33
 AA2907  PID         -  AA2907
 AA2907  STATE/COUNTY-  LA/EAST CARROLL
 AA2907  USGS QUAD   -  MILLIKIN (1994)
 AA2907
 AA2907                         *CURRENT SURVEY CONTROL
 AA2907  ___________________________________________________________________
 AA2907* NAD 83(1986)-  32 55 24.     (N)    091 13 32.     (W)     SCALED    
 AA2907* NAVD 88     -        33.150  (meters)     108.76   (feet)  ADJUSTED  
 AA2907  ___________________________________________________________________
 AA2907  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AA2907  DYNAMIC HT  -          33.114 (meters)     108.64  (feet)  COMP
 AA2907  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 AA2907
 AA2907  VERT ORDER  -  SECOND    CLASS I
 AA2907
 AA2907.The horizontal coordinates were scaled from a topographic map and have
 AA2907.an estimated accuracy of +/- 6 seconds.
 AA2907
 AA2907.The orthometric height was determined by differential leveling
 AA2907.and adjusted by the National Geodetic Survey in May 1997..
 AA2907
 AA2907.The geoid height was determined by GEOID03.
 AA2907
 AA2907.The dynamic height is computed by dividing the NAVD 88
 AA2907.geopotential number by the normal gravity value computed on the
 AA2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2907.degrees latitude (g = 980.6199 gals.).
 AA2907
 AA2907.The modeled gravity was interpolated from observed gravity values.
 AA2907
 AA2907;                    North         East    Units  Estimated Accuracy
 AA2907;SPC LA N     -   269,400.    1,119,210.      MT  (+/- 180 meters Scaled)
 AA2907
 AA2907                          SUPERSEDED SURVEY CONTROL
 AA2907
 AA2907.No superseded survey control is available for this station.
 AA2907
 AA2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS659441(NAD 83)
 AA2907_MARKER: DB = BENCH MARK DISK
 AA2907_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2907_SP_SET: CONCRETE HEADWALL
 AA2907_STAMPING: 18V33 1987
 AA2907_MARK LOGO: LADTD 
 AA2907_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2907+STABILITY: SURFACE MOTION
 AA2907
 AA2907  HISTORY     - Date     Condition        Report By
 AA2907  HISTORY     - 1987     MONUMENTED       LADH
 AA2907
 AA2907                          STATION DESCRIPTION
 AA2907
 AA2907'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (LGB)
 AA2907'ABOUT 7.2 KM (4.45 MI) SOUTH ON U S HIGHWAY 65 FROM ITS JUNCTION WITH
 AA2907'STATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON THE LEFT SET IN THE NORTH
 AA2907'END OF A HEADWALL, 12.8 M (42.0 FT) WEST-NORTHWEST OF A TELEPHONE
 AA2907'REPAIR BOX, 8.2 M (26.9 FT) NORTH OF THE CENTER OF A FIELD ROAD, 6.4 M
 AA2907'(21.0 FT) EAST OF THE CENTER OF THE HIGHWAY AND 1.8 M (5.9 FT) NORTH
 AA2907'OF THE SOUTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2908 ***********************************************************************
 AA2908  DESIGNATION -  18 V 34
 AA2908  PID         -  AA2908
 AA2908  STATE/COUNTY-  LA/EAST CARROLL
 AA2908  USGS QUAD   -  MILLIKIN (1994)
 AA2908
 AA2908                         *CURRENT SURVEY CONTROL
 AA2908  ___________________________________________________________________
 AA2908* NAD 83(1986)-  32 56 15.     (N)    091 13 30.     (W)     SCALED    
 AA2908* NAVD 88     -        31.714  (meters)     104.05   (feet)  ADJUSTED  
 AA2908  ___________________________________________________________________
 AA2908  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AA2908  DYNAMIC HT  -          31.680 (meters)     103.94  (feet)  COMP
 AA2908  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 AA2908
 AA2908  VERT ORDER  -  SECOND    CLASS I
 AA2908
 AA2908.The horizontal coordinates were scaled from a topographic map and have
 AA2908.an estimated accuracy of +/- 6 seconds.
 AA2908
 AA2908.The orthometric height was determined by differential leveling
 AA2908.and adjusted by the National Geodetic Survey in May 1997..
 AA2908
 AA2908.The geoid height was determined by GEOID03.
 AA2908
 AA2908.The dynamic height is computed by dividing the NAVD 88
 AA2908.geopotential number by the normal gravity value computed on the
 AA2908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2908.degrees latitude (g = 980.6199 gals.).
 AA2908
 AA2908.The modeled gravity was interpolated from observed gravity values.
 AA2908
 AA2908;                    North         East    Units  Estimated Accuracy
 AA2908;SPC LA N     -   270,980.    1,119,240.      MT  (+/- 180 meters Scaled)
 AA2908
 AA2908                          SUPERSEDED SURVEY CONTROL
 AA2908
 AA2908.No superseded survey control is available for this station.
 AA2908
 AA2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS659457(NAD 83)
 AA2908_MARKER: DB = BENCH MARK DISK
 AA2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2908_STAMPING: 18V34 1987
 AA2908_MARK LOGO: LADTD 
 AA2908_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2908+STABILITY: SURFACE MOTION
 AA2908
 AA2908  HISTORY     - Date     Condition        Report By
 AA2908  HISTORY     - 1987     MONUMENTED       LADH
 AA2908
 AA2908                          STATION DESCRIPTION
 AA2908
 AA2908'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (LGB)
 AA2908'ABOUT 5.6 KM (3.50 MI) SOUTH ON U S HIGHWAY 65 FROM ITS JUNCTION WITH
 AA2908'STATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON THE LEFT, 22.3 M (73.2
 AA2908'FT) EAST OF THE CENTER OF THE HIGHWAY, 16 M (52.5 FT) SOUTH OF THE
 AA2908'CENTER OF A GRAVEL DRIVE LEADING TO THE HOUSE OF MR JACK BROWN, 1.8 M
 AA2908'(5.9 FT) SOUTH-SOUTHWEST OF A TELEPHONE REPAIR BOX NUMBER 127 AND 1.1
 AA2908'M (3.6 FT) WEST OF A WHITE BOARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2909 ***********************************************************************
 AA2909  DESIGNATION -  18 V 35
 AA2909  PID         -  AA2909
 AA2909  STATE/COUNTY-  LA/EAST CARROLL
 AA2909  USGS QUAD   -  MILLIKIN (1994)
 AA2909
 AA2909                         *CURRENT SURVEY CONTROL
 AA2909  ___________________________________________________________________
 AA2909* NAD 83(1986)-  32 57 16.     (N)    091 13 35.     (W)     SCALED    
 AA2909* NAVD 88     -        32.319  (meters)     106.03   (feet)  ADJUSTED  
 AA2909  ___________________________________________________________________
 AA2909  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AA2909  DYNAMIC HT  -          32.284 (meters)     105.92  (feet)  COMP
 AA2909  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 AA2909
 AA2909  VERT ORDER  -  SECOND    CLASS I
 AA2909
 AA2909.The horizontal coordinates were scaled from a topographic map and have
 AA2909.an estimated accuracy of +/- 6 seconds.
 AA2909
 AA2909.The orthometric height was determined by differential leveling
 AA2909.and adjusted by the National Geodetic Survey in May 1997..
 AA2909
 AA2909.The geoid height was determined by GEOID03.
 AA2909
 AA2909.The dynamic height is computed by dividing the NAVD 88
 AA2909.geopotential number by the normal gravity value computed on the
 AA2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2909.degrees latitude (g = 980.6199 gals.).
 AA2909
 AA2909.The modeled gravity was interpolated from observed gravity values.
 AA2909
 AA2909;                    North         East    Units  Estimated Accuracy
 AA2909;SPC LA N     -   272,850.    1,119,090.      MT  (+/- 180 meters Scaled)
 AA2909
 AA2909                          SUPERSEDED SURVEY CONTROL
 AA2909
 AA2909.No superseded survey control is available for this station.
 AA2909
 AA2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS657476(NAD 83)
 AA2909_MARKER: DB = BENCH MARK DISK
 AA2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2909_STAMPING: 18V35 1987
 AA2909_MARK LOGO: LADTD 
 AA2909_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2909+STABILITY: SURFACE MOTION
 AA2909
 AA2909  HISTORY     - Date     Condition        Report By
 AA2909  HISTORY     - 1987     MONUMENTED       LADH
 AA2909
 AA2909                          STATION DESCRIPTION
 AA2909
 AA2909'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (LGB)
 AA2909'ABOUT 3.9 KM (2.40 MI) SOUTH ON U S HIGHWAY 65 FROM ITS JUNCTION WITH
 AA2909'STATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON THE RIGHT NEAR TWIN IRON
 AA2909'PIPES FOR SIGN, 41.9 M (137.5 FT) NORTH-NORTHWEST OF THE NORTH END OF
 AA2909'A HEADWALL, 32 M (105.0 FT) SOUTH OF THE CENTER OF A FIELD ROAD, 14.2
 AA2909'M (46.6 FT) WEST OF THE CENTER OF THE HIGHWAY 13.6 M (44.6 FT) EAST OF
 AA2909'THE EAST RAIL OF THE RAILROAD AND 1.7 M (5.6 FT) NORTHWEST OF THE
 AA2909'WESTERN MOST IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2910 ***********************************************************************
 AA2910  DESIGNATION -  18 V 36
 AA2910  PID         -  AA2910
 AA2910  STATE/COUNTY-  LA/EAST CARROLL
 AA2910  USGS QUAD   -  MILLIKIN (1994)
 AA2910
 AA2910                         *CURRENT SURVEY CONTROL
 AA2910  ___________________________________________________________________
 AA2910* NAD 83(1986)-  32 58 28.     (N)    091 13 36.     (W)     SCALED    
 AA2910* NAVD 88     -        33.691  (meters)     110.53   (feet)  ADJUSTED  
 AA2910  ___________________________________________________________________
 AA2910  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AA2910  DYNAMIC HT  -          33.654 (meters)     110.41  (feet)  COMP
 AA2910  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 AA2910
 AA2910  VERT ORDER  -  SECOND    CLASS I
 AA2910
 AA2910.The horizontal coordinates were scaled from a topographic map and have
 AA2910.an estimated accuracy of +/- 6 seconds.
 AA2910
 AA2910.The orthometric height was determined by differential leveling
 AA2910.and adjusted by the National Geodetic Survey in May 1997..
 AA2910
 AA2910.The geoid height was determined by GEOID03.
 AA2910
 AA2910.The dynamic height is computed by dividing the NAVD 88
 AA2910.geopotential number by the normal gravity value computed on the
 AA2910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2910.degrees latitude (g = 980.6199 gals.).
 AA2910
 AA2910.The modeled gravity was interpolated from observed gravity values.
 AA2910
 AA2910;                    North         East    Units  Estimated Accuracy
 AA2910;SPC LA N     -   275,070.    1,119,040.      MT  (+/- 180 meters Scaled)
 AA2910
 AA2910                          SUPERSEDED SURVEY CONTROL
 AA2910
 AA2910.No superseded survey control is available for this station.
 AA2910
 AA2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS657498(NAD 83)
 AA2910_MARKER: DB = BENCH MARK DISK
 AA2910_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2910_SP_SET: CONCRETE HEADWALL
 AA2910_STAMPING: 18V36 1987
 AA2910_MARK LOGO: LADTD 
 AA2910_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2910+STABILITY: SURFACE MOTION
 AA2910
 AA2910  HISTORY     - Date     Condition        Report By
 AA2910  HISTORY     - 1987     MONUMENTED       LADH
 AA2910
 AA2910                          STATION DESCRIPTION
 AA2910
 AA2910'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (LGB)
 AA2910'ABOUT 1.8 KM (1.10 MI) SOUTH ON U S HIGHWAY 65 FROM ITS JUNCTION WITH
 AA2910'STATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON THE RIGHT SET IN THE
 AA2910'SOUTH END OF THE HEADWALL, 27.3 M (89.6 FT) EAST OF THE EAST RAIL OF
 AA2910'THE RAILROAD, 22.3 M (73.2 FT) EAST-NORTHEAST FROM THE EAST END OF A
 AA2910'METAL CULVERT UNDER THE RAILROAD, 6.7 M (22.0 FT) WEST OF THE CENTER
 AA2910'OF THE HIGHWAY AND 1.4 M (4.6 FT) SOUTH OF THE NORTH END OF THE
 AA2910'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2912 ***********************************************************************
 AA2912  DESIGNATION -  18 V 37
 AA2912  PID         -  AA2912
 AA2912  STATE/COUNTY-  LA/EAST CARROLL
 AA2912  USGS QUAD   -  MILLIKIN (1994)
 AA2912
 AA2912                         *CURRENT SURVEY CONTROL
 AA2912  ___________________________________________________________________
 AA2912* NAD 83(1986)-  32 59 24.     (N)    091 14 30.     (W)     SCALED    
 AA2912* NAVD 88     -        31.603  (meters)     103.68   (feet)  ADJUSTED  
 AA2912  ___________________________________________________________________
 AA2912  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AA2912  DYNAMIC HT  -          31.569 (meters)     103.57  (feet)  COMP
 AA2912  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 AA2912
 AA2912  VERT ORDER  -  SECOND    CLASS I
 AA2912
 AA2912.The horizontal coordinates were scaled from a topographic map and have
 AA2912.an estimated accuracy of +/- 6 seconds.
 AA2912
 AA2912.The orthometric height was determined by differential leveling
 AA2912.and adjusted by the National Geodetic Survey in May 1997..
 AA2912
 AA2912.The geoid height was determined by GEOID03.
 AA2912
 AA2912.The dynamic height is computed by dividing the NAVD 88
 AA2912.geopotential number by the normal gravity value computed on the
 AA2912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2912.degrees latitude (g = 980.6199 gals.).
 AA2912
 AA2912.The modeled gravity was interpolated from observed gravity values.
 AA2912
 AA2912;                    North         East    Units  Estimated Accuracy
 AA2912;SPC LA N     -   276,780.    1,117,620.      MT  (+/- 180 meters Scaled)
 AA2912
 AA2912                          SUPERSEDED SURVEY CONTROL
 AA2912
 AA2912.No superseded survey control is available for this station.
 AA2912
 AA2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS642515(NAD 83)
 AA2912_MARKER: DB = BENCH MARK DISK
 AA2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2912_STAMPING: 18V37 1987
 AA2912_MARK LOGO: LADTD 
 AA2912_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2912+STABILITY: SURFACE MOTION
 AA2912
 AA2912  HISTORY     - Date     Condition        Report By
 AA2912  HISTORY     - 1987     MONUMENTED       LADTD
 AA2912
 AA2912                          STATION DESCRIPTION
 AA2912
 AA2912'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2912'ABOUT 1.8 KM (1.10 MI) WEST ON STATE HIGHWAY 585 FROM THE INTERSECTION
 AA2912'OF STATE HIGHWAY 585 AND U S HIGHWAY 65 IN GASSOWAY TO THE MARK ON THE
 AA2912'LEFT, 11.3 M (37.1 FT) WEST-SOUTHWEST OF THE SOUTH END OF A ROUND
 AA2912'CONCRETE CULVERT UNDER THE HIGHWAY 10.2 M (33.5 FT) SOUTH OF THE
 AA2912'CENTER OF THE HIGHWAY AND 0.8 M (2.6 FT) EAST OF A POWER POLE NUMBER
 AA2912'10-65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2913 ***********************************************************************
 AA2913  DESIGNATION -  18 V 38
 AA2913  PID         -  AA2913
 AA2913  STATE/COUNTY-  LA/EAST CARROLL
 AA2913  USGS QUAD   -  KILBOURNE (1988)
 AA2913
 AA2913                         *CURRENT SURVEY CONTROL
 AA2913  ___________________________________________________________________
 AA2913* NAD 83(1986)-  32 59 36.     (N)    091 15 40.     (W)     SCALED    
 AA2913* NAVD 88     -        31.691  (meters)     103.97   (feet)  ADJUSTED  
 AA2913  ___________________________________________________________________
 AA2913  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AA2913  DYNAMIC HT  -          31.657 (meters)     103.86  (feet)  COMP
 AA2913  MODELED GRAV-     979,560.0   (mgal)                       NAVD 88
 AA2913
 AA2913  VERT ORDER  -  SECOND    CLASS I
 AA2913
 AA2913.The horizontal coordinates were scaled from a topographic map and have
 AA2913.an estimated accuracy of +/- 6 seconds.
 AA2913
 AA2913.The orthometric height was determined by differential leveling
 AA2913.and adjusted by the National Geodetic Survey in May 1997..
 AA2913
 AA2913.The geoid height was determined by GEOID03.
 AA2913
 AA2913.The dynamic height is computed by dividing the NAVD 88
 AA2913.geopotential number by the normal gravity value computed on the
 AA2913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2913.degrees latitude (g = 980.6199 gals.).
 AA2913
 AA2913.The modeled gravity was interpolated from observed gravity values.
 AA2913
 AA2913;                    North         East    Units  Estimated Accuracy
 AA2913;SPC LA N     -   277,130.    1,115,800.      MT  (+/- 180 meters Scaled)
 AA2913
 AA2913                          SUPERSEDED SURVEY CONTROL
 AA2913
 AA2913.No superseded survey control is available for this station.
 AA2913
 AA2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS624518(NAD 83)
 AA2913_MARKER: DB = BENCH MARK DISK
 AA2913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2913_STAMPING: 18V38 1987
 AA2913_MARK LOGO: LADTD 
 AA2913_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2913+STABILITY: SURFACE MOTION
 AA2913
 AA2913  HISTORY     - Date     Condition        Report By
 AA2913  HISTORY     - 1987     MONUMENTED       LADTD
 AA2913
 AA2913                          STATION DESCRIPTION
 AA2913
 AA2913'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2913'ABOUT 3.6 KM (2.25 MI) WEST ON STATE HIGHWAY 585 FROM THE INTERSECTION
 AA2913'OF STATE HIGHWAY 585 AND U S HIGHWAY 65 IN GASSOWAY OR 1 KM (0.60 MI)
 AA2913'EAST ON STATE HIGHWAY 585 FROM THE INTERSECTION OF STATE HIGHWAYS 585
 AA2913'AND 17 IN KILBOURNE TO THE MARK AT THE PARISH LINE, 4.4 M (14.4 FT)
 AA2913'NORTH OF THE CENTER OF THE HIGHWAY AND 2.7 M (8.9 FT) EAST-NORTHEAST
 AA2913'OF THE NORTHEAST CORNER OF A BRIDGE OVER BAYOU MACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3383 ***********************************************************************
 CP3383  DESIGNATION -  18 V 4
 CP3383  PID         -  CP3383
 CP3383  STATE/COUNTY-  LA/EAST CARROLL
 CP3383  USGS QUAD   -  BAXTER BAYOU (1988)
 CP3383
 CP3383                         *CURRENT SURVEY CONTROL
 CP3383  ___________________________________________________________________
 CP3383* NAD 83(1986)-  32 51 18.     (N)    091 16 09.     (W)     SCALED    
 CP3383* NAVD 88     -        29.242  (meters)      95.94   (feet)  ADJUSTED  
 CP3383  ___________________________________________________________________
 CP3383  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP3383  DYNAMIC HT  -          29.211 (meters)      95.84  (feet)  COMP
 CP3383  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 CP3383
 CP3383  VERT ORDER  -  SECOND    CLASS I
 CP3383
 CP3383.The horizontal coordinates were scaled from a topographic map and have
 CP3383.an estimated accuracy of +/- 6 seconds.
 CP3383
 CP3383.The orthometric height was determined by differential leveling
 CP3383.and adjusted by the National Geodetic Survey in July 1998..
 CP3383
 CP3383.The geoid height was determined by GEOID03.
 CP3383
 CP3383.The dynamic height is computed by dividing the NAVD 88
 CP3383.geopotential number by the normal gravity value computed on the
 CP3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3383.degrees latitude (g = 980.6199 gals.).
 CP3383
 CP3383.The modeled gravity was interpolated from observed gravity values.
 CP3383
 CP3383;                    North         East    Units  Estimated Accuracy
 CP3383;SPC LA N     -   261,780.    1,115,220.      MT  (+/- 180 meters Scaled)
 CP3383
 CP3383                          SUPERSEDED SURVEY CONTROL
 CP3383
 CP3383.No superseded survey control is available for this station.
 CP3383
 CP3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS619365(NAD 83)
 CP3383_MARKER: DD = SURVEY DISK
 CP3383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3383_SP_SET: HEADWALL
 CP3383_STAMPING: 18V4 1986
 CP3383_MARK LOGO: LADTD 
 CP3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3383+STABILITY: SURFACE MOTION
 CP3383
 CP3383  HISTORY     - Date     Condition        Report By
 CP3383  HISTORY     - 1986     MONUMENTED       LADTD
 CP3383
 CP3383                          STATION DESCRIPTION
 CP3383
 CP3383'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3383'11.3 KM (7.0 MI) EAST FROM OAK GROVE.
 CP3383'ABOUT 11.3 KM (7 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3383'OAKGROVE TO THE BENCH MARK SET ON THE SOUTH SIDE OF THE HIGHWAY IN A
 CP3383'HEADWALL, 13.1 METERS (43 FEET) EAST OF A GRAVEL FIELD ROAD, 6.1
 CP3383'METERS (20 FEET) WEST OF THE EAST END OF THE HEADWALL AND 7.5
 CP3383'METERS (24.5 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 CP3383'THE MARK IS 6.25 METERS  N FROM A WITNESS POST.
 CP3383'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3384 ***********************************************************************
 CP3384  DESIGNATION -  18 V 5
 CP3384  PID         -  CP3384
 CP3384  STATE/COUNTY-  LA/EAST CARROLL
 CP3384  USGS QUAD   -  BAXTER BAYOU (1988)
 CP3384
 CP3384                         *CURRENT SURVEY CONTROL
 CP3384  ___________________________________________________________________
 CP3384* NAD 83(1986)-  32 51 12.     (N)    091 15 16.     (W)     SCALED    
 CP3384* NAVD 88     -        29.279  (meters)      96.06   (feet)  ADJUSTED  
 CP3384  ___________________________________________________________________
 CP3384  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP3384  DYNAMIC HT  -          29.247 (meters)      95.95  (feet)  COMP
 CP3384  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 CP3384
 CP3384  VERT ORDER  -  SECOND    CLASS I
 CP3384
 CP3384.The horizontal coordinates were scaled from a topographic map and have
 CP3384.an estimated accuracy of +/- 6 seconds.
 CP3384
 CP3384.The orthometric height was determined by differential leveling
 CP3384.and adjusted by the National Geodetic Survey in July 1998..
 CP3384
 CP3384.The geoid height was determined by GEOID03.
 CP3384
 CP3384.The dynamic height is computed by dividing the NAVD 88
 CP3384.geopotential number by the normal gravity value computed on the
 CP3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3384.degrees latitude (g = 980.6199 gals.).
 CP3384
 CP3384.The modeled gravity was interpolated from observed gravity values.
 CP3384
 CP3384;                    North         East    Units  Estimated Accuracy
 CP3384;SPC LA N     -   261,610.    1,116,600.      MT  (+/- 180 meters Scaled)
 CP3384
 CP3384                          SUPERSEDED SURVEY CONTROL
 CP3384
 CP3384.No superseded survey control is available for this station.
 CP3384
 CP3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS633363(NAD 83)
 CP3384_MARKER: DD = SURVEY DISK
 CP3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3384_SP_SET: CONCRETE POST
 CP3384_STAMPING: 18V5 1986
 CP3384_MARK LOGO: LADTD 
 CP3384_PROJECTION: RECESSED 3 CENTIMETERS
 CP3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3384+STABILITY: SURFACE MOTION
 CP3384
 CP3384  HISTORY     - Date     Condition        Report By
 CP3384  HISTORY     - 1986     MONUMENTED       LADTD
 CP3384
 CP3384                          STATION DESCRIPTION
 CP3384
 CP3384'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3384'12.7 KM (7.9 MI) EAST FROM OAK GROVE.
 CP3384'ABOUT 12.7 KM (7.9 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3384'OAK GROVE TO THE BENCH MARK ON THE SOUTH SIDE OF THE HIGHWAY, 21.8
 CP3384'METERS (71.5 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.3 METERS
 CP3384'(40.5 FEET) SOUTHEAST OF THE CENTER OF A CONCRETE DRIVE LEADING TO THE
 CP3384'RESIDENCE OF WALTER TOMLINSON AND 0.5 METER (1.5 FEET) NORTH OF A
 CP3384'CHAIN LINK FENCE.
 CP3384'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 CP3384'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3387 ***********************************************************************
 CP3387  DESIGNATION -  18 V 6
 CP3387  PID         -  CP3387
 CP3387  STATE/COUNTY-  LA/EAST CARROLL
 CP3387  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3387
 CP3387                         *CURRENT SURVEY CONTROL
 CP3387  ___________________________________________________________________
 CP3387* NAD 83(1986)-  32 50 28.     (N)    091 13 25.     (W)     SCALED    
 CP3387* NAVD 88     -        31.555  (meters)     103.53   (feet)  ADJUSTED  
 CP3387  ___________________________________________________________________
 CP3387  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP3387  DYNAMIC HT  -          31.520 (meters)     103.41  (feet)  COMP
 CP3387  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 CP3387
 CP3387  VERT ORDER  -  SECOND    CLASS I
 CP3387
 CP3387.The horizontal coordinates were scaled from a topographic map and have
 CP3387.an estimated accuracy of +/- 6 seconds.
 CP3387
 CP3387.The orthometric height was determined by differential leveling
 CP3387.and adjusted by the National Geodetic Survey in May 1997..
 CP3387
 CP3387.The geoid height was determined by GEOID03.
 CP3387
 CP3387.The dynamic height is computed by dividing the NAVD 88
 CP3387.geopotential number by the normal gravity value computed on the
 CP3387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3387.degrees latitude (g = 980.6199 gals.).
 CP3387
 CP3387.The modeled gravity was interpolated from observed gravity values.
 CP3387
 CP3387;                    North         East    Units  Estimated Accuracy
 CP3387;SPC LA N     -   260,290.    1,119,500.      MT  (+/- 180 meters Scaled)
 CP3387
 CP3387                          SUPERSEDED SURVEY CONTROL
 CP3387
 CP3387.No superseded survey control is available for this station.
 CP3387
 CP3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS662350(NAD 83)
 CP3387_MARKER: DB = BENCH MARK DISK
 CP3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3387_SP_SET: CONCRETE POST
 CP3387_STAMPING: 18V6 1986
 CP3387_MARK LOGO: LADTD 
 CP3387_PROJECTION: RECESSED 3 CENTIMETERS
 CP3387_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3387+STABILITY: SURFACE MOTION
 CP3387
 CP3387  HISTORY     - Date     Condition        Report By
 CP3387  HISTORY     - 1986     MONUMENTED       LADTD
 CP3387  HISTORY     - 19870615 GOOD             LADTD
 CP3387
 CP3387                          STATION DESCRIPTION
 CP3387
 CP3387'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3387'6.7 KM (4.2 MI) NORTH FROM LAKE PROVIDENCE.
 CP3387'ABOUT 6.7 KM (4.2 MI) NORTH ON U S HIGHWAY 65 FROM THE JUNCTION OF
 CP3387'U S HIGHWAY 65 AND STATE HIGHWAY 596 IN LAKE PROVIDENCE TO THE MARK ON
 CP3387'THE EAST SIDE OF THE HIGHWAY NEAR THE HISTORICAL MARKER OF JEAN
 CP3387'BAPTIST BIENVILLE, 36.3 METERS (119 FEET) NORTH-NORTHWEST OF A POWER
 CP3387'POLE WITH A GUY WIRE, 11.3 METERS (37 FEET) EAST OF THE CENTER OF THE
 CP3387'HIGHWAY AND 5 METERS (16.5 FEET) SOUTHEAST OF AN HISTORICAL MARKER.
 CP3387'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP3387'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 CP3387
 CP3387                          STATION RECOVERY (1987)
 CP3387
 CP3387'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP3387'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3388 ***********************************************************************
 CP3388  DESIGNATION -  18 V 7
 CP3388  PID         -  CP3388
 CP3388  STATE/COUNTY-  LA/EAST CARROLL
 CP3388  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3388
 CP3388                         *CURRENT SURVEY CONTROL
 CP3388  ___________________________________________________________________
 CP3388* NAD 83(1986)-  32 49 34.     (N)    091 13 00.     (W)     SCALED    
 CP3388* NAVD 88     -        31.513  (meters)     103.39   (feet)  ADJUSTED  
 CP3388  ___________________________________________________________________
 CP3388  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP3388  DYNAMIC HT  -          31.478 (meters)     103.27  (feet)  COMP
 CP3388  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CP3388
 CP3388  VERT ORDER  -  SECOND    CLASS I
 CP3388
 CP3388.The horizontal coordinates were scaled from a topographic map and have
 CP3388.an estimated accuracy of +/- 6 seconds.
 CP3388
 CP3388.The orthometric height was determined by differential leveling
 CP3388.and adjusted by the National Geodetic Survey in May 1997..
 CP3388
 CP3388.The geoid height was determined by GEOID03.
 CP3388
 CP3388.The dynamic height is computed by dividing the NAVD 88
 CP3388.geopotential number by the normal gravity value computed on the
 CP3388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3388.degrees latitude (g = 980.6199 gals.).
 CP3388
 CP3388.The modeled gravity was interpolated from observed gravity values.
 CP3388
 CP3388;                    North         East    Units  Estimated Accuracy
 CP3388;SPC LA N     -   258,630.    1,120,170.      MT  (+/- 180 meters Scaled)
 CP3388
 CP3388                          SUPERSEDED SURVEY CONTROL
 CP3388
 CP3388.No superseded survey control is available for this station.
 CP3388
 CP3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS669334(NAD 83)
 CP3388_MARKER: DB = BENCH MARK DISK
 CP3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3388_SP_SET: CONCRETE POST
 CP3388_STAMPING: 18V7 1986
 CP3388_MARK LOGO: LADTD 
 CP3388_PROJECTION: RECESSED 3 CENTIMETERS
 CP3388_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3388+STABILITY: SURFACE MOTION
 CP3388
 CP3388  HISTORY     - Date     Condition        Report By
 CP3388  HISTORY     - 1986     MONUMENTED       LADTD
 CP3388  HISTORY     - 19870519 GOOD             LADTD
 CP3388
 CP3388                          STATION DESCRIPTION
 CP3388
 CP3388'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3388'5 KM (3.1 MI) NORTH FROM LAKE PROVIDENCE.
 CP3388'ABOUT 5 KM (3.1 MI) NORTH ON U S HIGHWAY 65 FROM THE JUNCTION OF U S
 CP3388'HIGHWAY 65 AND STATE HIGHWAY 596 IN LAKE PROVIDENCE TO THE MARK ON THE
 CP3388'EAST SIDE OF THE HIGHWAY ACROSS FROM HUGOS RESTURANT AND HOTEL, 12.3
 CP3388'METERS (9 FEET) SOUTH OF POWER POLE NUMBER 11, 1.2 METERS (4 FEET)
 CP3388'WEST-NORTHWEST OF A POWER POLE NUMBER 39412-7826-4 WITH A
 CP3388'TRANSFORMER, A SECURITY LIGHT, AND 2 GUY WIRES ATTACHED AND 12.3
 CP3388'METERS (40.5 FEET) NORTHEAST OF THE CENTER OF THE HIGHWAY.
 CP3388'THE MARK IS 0.31 METERS  SSW FROM A WITNESS POST.
 CP3388'THE MARK IS 0.31 M BELOW THE HIGHWAY.
 CP3388
 CP3388                          STATION RECOVERY (1987)
 CP3388
 CP3388'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP3388'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3389 ***********************************************************************
 CP3389  DESIGNATION -  18 V 8
 CP3389  PID         -  CP3389
 CP3389  STATE/COUNTY-  LA/EAST CARROLL
 CP3389  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3389
 CP3389                         *CURRENT SURVEY CONTROL
 CP3389  ___________________________________________________________________
 CP3389* NAD 83(1986)-  32 49 04.     (N)    091 12 25.     (W)     SCALED    
 CP3389* NAVD 88     -        31.478  (meters)     103.27   (feet)  ADJUSTED  
 CP3389  ___________________________________________________________________
 CP3389  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP3389  DYNAMIC HT  -          31.444 (meters)     103.16  (feet)  COMP
 CP3389  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 CP3389
 CP3389  VERT ORDER  -  SECOND    CLASS I
 CP3389
 CP3389.The horizontal coordinates were scaled from a topographic map and have
 CP3389.an estimated accuracy of +/- 6 seconds.
 CP3389
 CP3389.The orthometric height was determined by differential leveling
 CP3389.and adjusted by the National Geodetic Survey in May 1997..
 CP3389
 CP3389.The geoid height was determined by GEOID03.
 CP3389
 CP3389.The dynamic height is computed by dividing the NAVD 88
 CP3389.geopotential number by the normal gravity value computed on the
 CP3389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3389.degrees latitude (g = 980.6199 gals.).
 CP3389
 CP3389.The modeled gravity was interpolated from observed gravity values.
 CP3389
 CP3389;                    North         East    Units  Estimated Accuracy
 CP3389;SPC LA N     -   257,720.    1,121,090.      MT  (+/- 180 meters Scaled)
 CP3389
 CP3389                          SUPERSEDED SURVEY CONTROL
 CP3389
 CP3389.No superseded survey control is available for this station.
 CP3389
 CP3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS678325(NAD 83)
 CP3389_MARKER: DB = BENCH MARK DISK
 CP3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3389_SP_SET: CONCRETE POST
 CP3389_STAMPING: 18V8 1986
 CP3389_MARK LOGO: LADTD 
 CP3389_PROJECTION: RECESSED 3 CENTIMETERS
 CP3389_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3389+STABILITY: SURFACE MOTION
 CP3389
 CP3389  HISTORY     - Date     Condition        Report By
 CP3389  HISTORY     - 1986     MONUMENTED       LADTD
 CP3389  HISTORY     - 19870519 GOOD             LADTD
 CP3389
 CP3389                          STATION DESCRIPTION
 CP3389
 CP3389'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3389'3.6 KM (2.2 MI) NORTH FROM LAKE PROVIDENCE.
 CP3389'ABOUT 3.6 KM (2.2 MI) NORTH ON U S HIGHWAY 65 FROM THE JUNCTION OF U S
 CP3389'HIGHWAY 65 AND STATE HIGHWAY 596 IN LAKE PROVIDENCE TO THE MARK ON THE
 CP3389'WEST SIDE OF THE HIGHWAY IN FRONT OF THE COTTON EXCHANGE MOTEL AND
 CP3389'RESTURANT, 20.1 METERS (66 FEET) WEST-NORTHWEST OF A TELEPHONE
 CP3389'JUNCTION BOX NUMBERED 39, 12.2 METERS (40 FEET) SOUTH-SOUTHWEST OF THE
 CP3389'CENTER OF THE HIGHWAY, 5.8 METERS (19 FEET) WEST-NORTHWEST OF A POWER
 CP3389'POLE WITH A SECURITY LIGHT ATTACHED AND 0.6 METERS (2 FEET) EAST-
 CP3389'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 CP3389'THE MARK IS 0.31 METERS  ESE FROM A WITNESS POST.
 CP3389'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP3389
 CP3389                          STATION RECOVERY (1987)
 CP3389
 CP3389'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP3389'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3390 ***********************************************************************
 CP3390  DESIGNATION -  18 V 9
 CP3390  PID         -  CP3390
 CP3390  STATE/COUNTY-  LA/EAST CARROLL
 CP3390  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3390
 CP3390                         *CURRENT SURVEY CONTROL
 CP3390  ___________________________________________________________________
 CP3390* NAD 83(1986)-  32 48 46.     (N)    091 11 34.     (W)     SCALED    
 CP3390* NAVD 88     -        30.639  (meters)     100.52   (feet)  ADJUSTED  
 CP3390  ___________________________________________________________________
 CP3390  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP3390  DYNAMIC HT  -          30.605 (meters)     100.41  (feet)  COMP
 CP3390  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CP3390
 CP3390  VERT ORDER  -  SECOND    CLASS I
 CP3390
 CP3390.The horizontal coordinates were scaled from a topographic map and have
 CP3390.an estimated accuracy of +/- 6 seconds.
 CP3390
 CP3390.The orthometric height was determined by differential leveling
 CP3390.and adjusted by the National Geodetic Survey in May 1997..
 CP3390
 CP3390.The geoid height was determined by GEOID03.
 CP3390
 CP3390.The dynamic height is computed by dividing the NAVD 88
 CP3390.geopotential number by the normal gravity value computed on the
 CP3390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3390.degrees latitude (g = 980.6199 gals.).
 CP3390
 CP3390.The modeled gravity was interpolated from observed gravity values.
 CP3390
 CP3390;                    North         East    Units  Estimated Accuracy
 CP3390;SPC LA N     -   257,180.    1,122,420.      MT  (+/- 180 meters Scaled)
 CP3390
 CP3390                          SUPERSEDED SURVEY CONTROL
 CP3390
 CP3390.No superseded survey control is available for this station.
 CP3390
 CP3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS691319(NAD 83)
 CP3390_MARKER: DB = BENCH MARK DISK
 CP3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3390_SP_SET: CONCRETE POST
 CP3390_STAMPING: 18V9 1986
 CP3390_MARK LOGO: LADTD 
 CP3390_PROJECTION: FLUSH
 CP3390_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3390+STABILITY: SURFACE MOTION
 CP3390
 CP3390  HISTORY     - Date     Condition        Report By
 CP3390  HISTORY     - 1986     MONUMENTED       LADTD
 CP3390  HISTORY     - 19870519 GOOD             LADTD
 CP3390
 CP3390                          STATION DESCRIPTION
 CP3390
 CP3390'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3390'2.2 KM (1.3 MI) NORTH FROM LAKE PROVIDENCE.
 CP3390'ABOUT 2.2 KM (1.3 MI) NORTH ON U S HIGHWAY 65 FROM THE JUNCTION OF U S
 CP3390'HIGHWAY 65 AND STATE HIGHWAY 596 IN LAKE PROVIDENCE TO THE MARK ON THE
 CP3390'RIGHT, 19.4 METERS (63.5 FEET) WEST OF THE EXTENDED CENTER OF STATE
 CP3390'HIGHWAY 134, 9.4 METERS (31 FEET) NORTHEAST OF THE CENTER OF HIGHWAY
 CP3390'65 AND 0.8 METERS (2.5 FEET) SOUTHWEST OF A POWER POLE.
 CP3390'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 CP3390'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP3390
 CP3390                          STATION RECOVERY (1987)
 CP3390
 CP3390'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP3390'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0198 ***********************************************************************
 BJ0198  DESIGNATION -  18 WARL
 BJ0198  PID         -  BJ0198
 BJ0198  STATE/COUNTY-  LA/ST LANDRY
 BJ0198  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0198
 BJ0198                         *CURRENT SURVEY CONTROL
 BJ0198  ___________________________________________________________________
 BJ0198* NAD 83(1986)-  30 46 36.     (N)    091 46 12.     (W)     SCALED    
 BJ0198* NAVD 88     -        11.698  (meters)      38.38   (feet)  ADJUSTED  
 BJ0198  ___________________________________________________________________
 BJ0198  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0198  DYNAMIC HT  -          11.683 (meters)      38.33  (feet)  COMP
 BJ0198  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 BJ0198
 BJ0198  VERT ORDER  -  FIRST     CLASS I
 BJ0198
 BJ0198.The horizontal coordinates were scaled from a topographic map and have
 BJ0198.an estimated accuracy of +/- 6 seconds.
 BJ0198
 BJ0198.The orthometric height was determined by differential leveling
 BJ0198.and adjusted by the National Geodetic Survey in February 1994..
 BJ0198
 BJ0198.The geoid height was determined by GEOID03.
 BJ0198
 BJ0198.The dynamic height is computed by dividing the NAVD 88
 BJ0198.geopotential number by the normal gravity value computed on the
 BJ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0198.degrees latitude (g = 980.6199 gals.).
 BJ0198
 BJ0198.The modeled gravity was interpolated from observed gravity values.
 BJ0198
 BJ0198;                    North         East    Units  Estimated Accuracy
 BJ0198;SPC LA S     -   252,440.      958,200.      MT  (+/- 180 meters Scaled)
 BJ0198
 BJ0198                          SUPERSEDED SURVEY CONTROL
 BJ0198
 BJ0198  NAVD 88 (06/15/91)   11.734  (m)           38.50   (f) UNKNOWN     1 1
 BJ0198  NGVD 29 (??/??/??)   11.694  (m)           38.37   (f) ADJUSTED    1 1
 BJ0198
 BJ0198.Superseded values are not recommended for survey control.
 BJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0198.See file dsdata.txt to determine how the superseded data were derived.
 BJ0198
 BJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ177054(NAD 83)
 BJ0198_MARKER: DD = SURVEY DISK
 BJ0198_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0198_SP_SET: 104 FT IRON PIPE
 BJ0198_STAMPING: PBM 18 WARL 1976 USE
 BJ0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0198
 BJ0198  HISTORY     - Date     Condition        Report By
 BJ0198  HISTORY     - 1976     MONUMENTED       USE
 BJ0198  HISTORY     - 1976     GOOD             NGS
 BJ0198
 BJ0198                          STATION DESCRIPTION
 BJ0198
 BJ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0198'6.6 MI NORTH FROM MELVILLE.
 BJ0198'6.6 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0198'RAILROAD OVERPASS, ABOUT MIDWAY BETWEEN CURVES, DIRECTLY ACROSS
 BJ0198'THE HIGHWAY FROM AN ABANDONED HOUSE, 99 FT EAST OF THE CENTER LINE
 BJ0198'OF THE HIGHWAY, 55.0 FT EAST OF A FENCE, A 1-INCH IRON PIPE WITH A
 BJ0198'DISK DRIVEN TO A DEPTH OF 104 FT ENCASED IN A 2-INCH IRON PIPE BORED
 BJ0198'TO A DEPTH OF 93 FT WITH A 3-INCH SCREW CAP FOR ACCESS, THE SCREW CAP
 BJ0198'PROJECTS 21 INCHES ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1177 ***********************************************************************
 CP1177  DESIGNATION -  1800 A BOLT
 CP1177  PID         -  CP1177
 CP1177  STATE/COUNTY-  LA/EAST CARROLL
 CP1177  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1177
 CP1177                         *CURRENT SURVEY CONTROL
 CP1177  ___________________________________________________________________
 CP1177* NAD 83(1986)-  32 38 24.     (N)    091 10 28.     (W)     SCALED    
 CP1177* NAVD 88     -        28.09   (+/-2cm)      92.2    (feet)  VERTCON   
 CP1177  ___________________________________________________________________
 CP1177  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1177
 CP1177  VERT ORDER  -  ? (See Below)
 CP1177
 CP1177.The horizontal coordinates were scaled from a topographic map and have
 CP1177.an estimated accuracy of +/- 6 seconds.
 CP1177
 CP1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1177.The vertical order pertains to the NGVD 29 superseded value.
 CP1177
 CP1177.The geoid height was determined by GEOID03.
 CP1177
 CP1177;                    North         East    Units  Estimated Accuracy
 CP1177;SPC LA N     -   238,040.    1,124,370.      MT  (+/- 180 meters Scaled)
 CP1177
 CP1177                          SUPERSEDED SURVEY CONTROL
 CP1177
 CP1177  NGVD 29 (??/??/92)   28.135  (m)           92.31   (f) ADJ UNCH    ?  
 CP1177
 CP1177.Superseded values are not recommended for survey control.
 CP1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1177.See file dsdata.txt to determine how the superseded data were derived.
 CP1177
 CP1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712128(NAD 83)
 CP1177_MARKER: B = BOLT
 CP1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1177_SP_SET: STONE
 CP1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1177+STABILITY: SURFACE MOTION
 CP1177
 CP1177  HISTORY     - Date     Condition        Report By
 CP1177  HISTORY     - UNK      MONUMENTED       DOD
 CP1177  HISTORY     - 1934     GOOD             DOD
 CP1177
 CP1177                          STATION DESCRIPTION
 CP1177
 CP1177'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1177'2.5 MI S FROM TRANSYLVANIA.
 CP1177'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1177'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 2 1/2 MILES SOUTH
 CP1177'OF TRANSYLVANIA, LA.  957 FEET SOUTHWEST OF LEVEE STATION NO. 1800. 80
 CP1177'FT. NORTHWEST OF HOUSE.  40 FEET NORTHWEST OF CENTER LINE OF DIRT
 CP1177'ROAD.  75 FEET NORTHEAST OF 30-INCH PECAN TREE.  100 FEET NORTHWEST OF
 CP1177'30-INCH PECAN TREE.  8 FEET SOUTH OF CENTER LINE OF SMALL DRAINAGE
 CP1177'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1176 ***********************************************************************
 CP1176  DESIGNATION -  1800 A CAP
 CP1176  PID         -  CP1176
 CP1176  STATE/COUNTY-  LA/EAST CARROLL
 CP1176  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1176
 CP1176                         *CURRENT SURVEY CONTROL
 CP1176  ___________________________________________________________________
 CP1176* NAD 83(1986)-  32 38 24.     (N)    091 10 28.     (W)     SCALED    
 CP1176* NAVD 88     -        29.30   (+/-2cm)      96.1    (feet)  VERTCON   
 CP1176  ___________________________________________________________________
 CP1176  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1176
 CP1176  VERT ORDER  -  ? (See Below)
 CP1176
 CP1176.The horizontal coordinates were scaled from a topographic map and have
 CP1176.an estimated accuracy of +/- 6 seconds.
 CP1176
 CP1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1176.The vertical order pertains to the NGVD 29 superseded value.
 CP1176
 CP1176.The geoid height was determined by GEOID03.
 CP1176
 CP1176;                    North         East    Units  Estimated Accuracy
 CP1176;SPC LA N     -   238,040.    1,124,370.      MT  (+/- 180 meters Scaled)
 CP1176
 CP1176                          SUPERSEDED SURVEY CONTROL
 CP1176
 CP1176  NGVD 29 (??/??/92)   29.339  (m)           96.26   (f) ADJ UNCH    ?  
 CP1176
 CP1176.Superseded values are not recommended for survey control.
 CP1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1176.See file dsdata.txt to determine how the superseded data were derived.
 CP1176
 CP1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712128(NAD 83)
 CP1176_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1176_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1176
 CP1176  HISTORY     - Date     Condition        Report By
 CP1176  HISTORY     - UNK      MONUMENTED       DOD
 CP1176  HISTORY     - 1934     GOOD             DOD
 CP1176
 CP1176                          STATION DESCRIPTION
 CP1176
 CP1176'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1176'2.5 MI S FROM TRANSYLVANIA.
 CP1176'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1176'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 2 1/2 MILES SOUTH
 CP1176'OF TRANSYLVANIA, LA.  957 FEET SOUTHWEST OF LEVEE STATION NO. 1800. 80
 CP1176'FT. NORTHWEST OF HOUSE.  40 FEET NORTHWEST OF CENTER LINE OF DIRT
 CP1176'ROAD.  75 FEET NORTHEAST OF 30-INCH PECAN TREE.  100 FEET NORTHWEST OF
 CP1176'30-INCH PECAN TREE.  8 FEET SOUTH OF CENTER LINE OF SMALL DRAINAGE
 CP1176'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1179 ***********************************************************************
 CP1179  DESIGNATION -  1850 A BOLT
 CP1179  PID         -  CP1179
 CP1179  STATE/COUNTY-  LA/EAST CARROLL
 CP1179  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1179
 CP1179                         *CURRENT SURVEY CONTROL
 CP1179  ___________________________________________________________________
 CP1179* NAD 83(1986)-  32 37 46.     (N)    091 10 01.     (W)     SCALED    
 CP1179* NAVD 88     -        27.09   (+/-2cm)      88.9    (feet)  VERTCON   
 CP1179  ___________________________________________________________________
 CP1179  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1179
 CP1179  VERT ORDER  -  ? (See Below)
 CP1179
 CP1179.The horizontal coordinates were scaled from a topographic map and have
 CP1179.an estimated accuracy of +/- 6 seconds.
 CP1179
 CP1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1179.The vertical order pertains to the NGVD 29 superseded value.
 CP1179
 CP1179.The geoid height was determined by GEOID03.
 CP1179
 CP1179;                    North         East    Units  Estimated Accuracy
 CP1179;SPC LA N     -   236,880.    1,125,090.      MT  (+/- 180 meters Scaled)
 CP1179
 CP1179                          SUPERSEDED SURVEY CONTROL
 CP1179
 CP1179  NGVD 29 (??/??/92)   27.127  (m)           89.00   (f) ADJ UNCH    ?  
 CP1179
 CP1179.Superseded values are not recommended for survey control.
 CP1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1179.See file dsdata.txt to determine how the superseded data were derived.
 CP1179
 CP1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS719116(NAD 83)
 CP1179_MARKER: B = BOLT
 CP1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1179_SP_SET: STONE
 CP1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1179+STABILITY: SURFACE MOTION
 CP1179
 CP1179  HISTORY     - Date     Condition        Report By
 CP1179  HISTORY     - UNK      MONUMENTED       DOD
 CP1179  HISTORY     - 1934     GOOD             DOD
 CP1179
 CP1179                          STATION DESCRIPTION
 CP1179
 CP1179'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1179'1.5 MI NE FROM ALSATIA.
 CP1179'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON RIGHT BANK OF
 CP1179'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1 1/2 MILES
 CP1179'NORTHEAST OF ALSATIA, LA.  1160 FEET SOUTHWEST OF LEVEE STATION NO.
 CP1179'1850.  350 FEET NORTHEAST OF HOUSE ON EDGE OF WOODS.  25 FEET
 CP1179'NORTHEAST OF SMALL DRAINAGE DITCH.  3 FEET EAST OF LONE COTTON HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1178 ***********************************************************************
 CP1178  DESIGNATION -  1850 A CAP
 CP1178  PID         -  CP1178
 CP1178  STATE/COUNTY-  LA/EAST CARROLL
 CP1178  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1178
 CP1178                         *CURRENT SURVEY CONTROL
 CP1178  ___________________________________________________________________
 CP1178* NAD 83(1986)-  32 37 47.     (N)    091 10 01.     (W)     SCALED    
 CP1178* NAVD 88     -        28.28   (+/-2cm)      92.8    (feet)  VERTCON   
 CP1178  ___________________________________________________________________
 CP1178  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1178
 CP1178  VERT ORDER  -  ? (See Below)
 CP1178
 CP1178.The horizontal coordinates were scaled from a topographic map and have
 CP1178.an estimated accuracy of +/- 6 seconds.
 CP1178
 CP1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1178.The vertical order pertains to the NGVD 29 superseded value.
 CP1178
 CP1178.The geoid height was determined by GEOID03.
 CP1178
 CP1178;                    North         East    Units  Estimated Accuracy
 CP1178;SPC LA N     -   236,910.    1,125,090.      MT  (+/- 180 meters Scaled)
 CP1178
 CP1178                          SUPERSEDED SURVEY CONTROL
 CP1178
 CP1178  NGVD 29 (??/??/92)   28.318  (m)           92.91   (f) ADJ UNCH    ?  
 CP1178
 CP1178.Superseded values are not recommended for survey control.
 CP1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1178.See file dsdata.txt to determine how the superseded data were derived.
 CP1178
 CP1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS719117(NAD 83)
 CP1178_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1178_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1178
 CP1178  HISTORY     - Date     Condition        Report By
 CP1178  HISTORY     - UNK      MONUMENTED       DOD
 CP1178  HISTORY     - 1934     GOOD             DOD
 CP1178
 CP1178                          STATION DESCRIPTION
 CP1178
 CP1178'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1178'1.5 MI NE FROM ALSATIA.
 CP1178'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON RIGHT BANK OF
 CP1178'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1 1/2 MILES
 CP1178'NORTHEAST OF ALSATIA, LA.  1160 FEET SOUTHWEST OF LEVEE STATION NO.
 CP1178'1850.  350 FEET NORTHEAST OF HOUSE ON EDGE OF WOODS.  25 FEET
 CP1178'NORTHEAST OF SMALL DRAINAGE DITCH.  3 FEET EAST OF LONE COTTON HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1334 ***********************************************************************
 CP1334  DESIGNATION -  1892
 CP1334  PID         -  CP1334
 CP1334  STATE/COUNTY-  LA/MADISON
 CP1334  USGS QUAD   -  MOUND (1973)
 CP1334
 CP1334                         *CURRENT SURVEY CONTROL
 CP1334  ___________________________________________________________________
 CP1334* NAD 83(1986)-  32 21 42.     (N)    091 04 51.     (W)     SCALED    
 CP1334* NAVD 88     -        25.613  (meters)      84.03   (feet)  ADJUSTED  
 CP1334  ___________________________________________________________________
 CP1334  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP1334  DYNAMIC HT  -          25.584 (meters)      83.94  (feet)  COMP
 CP1334  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CP1334
 CP1334  VERT ORDER  -  FIRST     CLASS I
 CP1334
 CP1334.The horizontal coordinates were scaled from a topographic map and have
 CP1334.an estimated accuracy of +/- 6 seconds.
 CP1334
 CP1334.The orthometric height was determined by differential leveling
 CP1334.and adjusted by the National Geodetic Survey in June 1991..
 CP1334
 CP1334.The geoid height was determined by GEOID03.
 CP1334
 CP1334.The dynamic height is computed by dividing the NAVD 88
 CP1334.geopotential number by the normal gravity value computed on the
 CP1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1334.degrees latitude (g = 980.6199 gals.).
 CP1334
 CP1334.The modeled gravity was interpolated from observed gravity values.
 CP1334
 CP1334;                    North         East    Units  Estimated Accuracy
 CP1334;SPC LA N     -   207,290.    1,133,560.      MT  (+/- 180 meters Scaled)
 CP1334
 CP1334                          SUPERSEDED SURVEY CONTROL
 CP1334
 CP1334  NGVD 29 (??/??/??)   25.613  (m)           84.03   (f) ADJUSTED    1 1
 CP1334
 CP1334.Superseded values are not recommended for survey control.
 CP1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1334.See file dsdata.txt to determine how the superseded data were derived.
 CP1334
 CP1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR805821(NAD 83)
 CP1334_MARKER: DD = SURVEY DISK
 CP1334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1334_SP_SET: CULVERT
 CP1334_STAMPING: 1892
 CP1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1334
 CP1334  HISTORY     - Date     Condition        Report By
 CP1334  HISTORY     - UNK      MONUMENTED       LAGS
 CP1334  HISTORY     - 1968     GOOD             NGS
 CP1334
 CP1334                          STATION DESCRIPTION
 CP1334
 CP1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1334'6.95 MI E FROM TALLULAH.
 CP1334'6.95 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1334'COURTHOUSE AT TALLUALH, IN SECTION 24, T 16 N, R 13 E, 87 FEET
 CP1334'NORTHEAST OF MILEPOST 10, 81 FEET NORTH OF THE NORTH RAIL, 18 FEET
 CP1334'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE
 CP1334'EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER
 CP1334'THE HIGHWAY, 0.9 FOOT WEST OF A METAL WITNESS POST, AND ABOUT 1/2 FOOT
 CP1334'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1324 ***********************************************************************
 CP1324  DESIGNATION -  1899
 CP1324  PID         -  CP1324
 CP1324  STATE/COUNTY-  LA/MADISON
 CP1324  USGS QUAD   -  MOUND (1973)
 CP1324
 CP1324                         *CURRENT SURVEY CONTROL
 CP1324  ___________________________________________________________________
 CP1324* NAD 83(1986)-  32 20 46.     (N)    091 02 20.     (W)     SCALED    
 CP1324* NAVD 88     -        26.210  (meters)      85.99   (feet)  ADJUSTED  
 CP1324  ___________________________________________________________________
 CP1324  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP1324  DYNAMIC HT  -          26.180 (meters)      85.89  (feet)  COMP
 CP1324  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 CP1324
 CP1324  VERT ORDER  -  FIRST     CLASS I
 CP1324
 CP1324.The horizontal coordinates were scaled from a topographic map and have
 CP1324.an estimated accuracy of +/- 6 seconds.
 CP1324
 CP1324.The orthometric height was determined by differential leveling
 CP1324.and adjusted by the National Geodetic Survey in June 1991..
 CP1324
 CP1324.The geoid height was determined by GEOID03.
 CP1324
 CP1324.The dynamic height is computed by dividing the NAVD 88
 CP1324.geopotential number by the normal gravity value computed on the
 CP1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1324.degrees latitude (g = 980.6199 gals.).
 CP1324
 CP1324.The modeled gravity was interpolated from observed gravity values.
 CP1324
 CP1324;                    North         East    Units  Estimated Accuracy
 CP1324;SPC LA N     -   205,620.    1,137,530.      MT  (+/- 180 meters Scaled)
 CP1324
 CP1324                          SUPERSEDED SURVEY CONTROL
 CP1324
 CP1324  NGVD 29 (??/??/??)   26.208  (m)           85.98   (f) ADJUSTED    1 1
 CP1324
 CP1324.Superseded values are not recommended for survey control.
 CP1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1324.See file dsdata.txt to determine how the superseded data were derived.
 CP1324
 CP1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR845804(NAD 83)
 CP1324_MARKER: DD = SURVEY DISK
 CP1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1324_SP_SET: CULVERT
 CP1324_STAMPING: 1899
 CP1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1324
 CP1324  HISTORY     - Date     Condition        Report By
 CP1324  HISTORY     - UNK      MONUMENTED       LAGS
 CP1324  HISTORY     - 1968     GOOD             NGS
 CP1324
 CP1324                          STATION DESCRIPTION
 CP1324
 CP1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1324'6.85 MI W FROM DELTA.
 CP1324'6.85 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP1324'OFFICE AT DELTA, IN SECTION 45, T 16 N, R 14 E, 0.35 MILE WEST OF
 CP1324'MILEPOST 7, 0.2 MILE EAST OF A CURVE IN U.S. HIGHWAY 80, 95 FEET NORTH
 CP1324'AND ACROSS THE HIGHWAY FROM THE NORTH RAIL, 17 1/2 FEET NORTH OF THE
 CP1324'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 CP1324'NORTH CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 1.4
 CP1324'FEET EAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4036 ***********************************************************************
 BJ4036  DESIGNATION -  19 87
 BJ4036  PID         -  BJ4036
 BJ4036  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4036  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4036
 BJ4036                         *CURRENT SURVEY CONTROL
 BJ4036  ___________________________________________________________________
 BJ4036* NAD 83(1986)-  30 22 33.     (N)    091 08 22.     (W)     SCALED    
 BJ4036* NAVD 88     -        11.369  (meters)      37.30   (feet)  ADJUSTED  
 BJ4036  ___________________________________________________________________
 BJ4036  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4036  DYNAMIC HT  -          11.354 (meters)      37.25  (feet)  COMP
 BJ4036  MODELED GRAV-     979,331.1   (mgal)                       NAVD 88
 BJ4036
 BJ4036  VERT ORDER  -  SECOND    CLASS II
 BJ4036
 BJ4036.The horizontal coordinates were scaled from a topographic map and have
 BJ4036.an estimated accuracy of +/- 6 seconds.
 BJ4036
 BJ4036.The orthometric height was determined by differential leveling
 BJ4036.and adjusted by the National Geodetic Survey in February 1994..
 BJ4036
 BJ4036.The geoid height was determined by GEOID03.
 BJ4036
 BJ4036.The dynamic height is computed by dividing the NAVD 88
 BJ4036.geopotential number by the normal gravity value computed on the
 BJ4036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4036.degrees latitude (g = 980.6199 gals.).
 BJ4036
 BJ4036.The modeled gravity was interpolated from observed gravity values.
 BJ4036
 BJ4036;                    North         East    Units  Estimated Accuracy
 BJ4036;SPC LA S     -   207,940.    1,018,640.      MT  (+/- 180 meters Scaled)
 BJ4036
 BJ4036                          SUPERSEDED SURVEY CONTROL
 BJ4036
 BJ4036.No superseded survey control is available for this station.
 BJ4036
 BJ4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP787619(NAD 83)
 BJ4036_MARKER: DB = BENCH MARK DISK
 BJ4036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4036_SP_SET: CONCRETE POST
 BJ4036_STAMPING: 19-87 1987
 BJ4036_MARK LOGO: LA-033
 BJ4036_PROJECTION: FLUSH
 BJ4036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4036+STABILITY: SURFACE MOTION
 BJ4036
 BJ4036  HISTORY     - Date     Condition        Report By
 BJ4036  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4036  HISTORY     - 20050413 GOOD             AERODA
 BJ4036
 BJ4036                          STATION DESCRIPTION
 BJ4036
 BJ4036'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4036'IN BATON ROUGE.
 BJ4036'LOCATED SOUTH OF THE CITY OF BATON ROUGE ON HIGHLAND ROAD AT THE
 BJ4036'INTERSECTION OF KENILWORTH PARKWAY AND HIGHLAND ROAD, 65.2 METERS
 BJ4036'(214 FT) EAST ON KENILWORTH PARKWAY AT THE SECOND METAL LIGHT POLE,
 BJ4036'4.5 METERS (15 FT) NORTH OF THE CENTER OF THE EAST BOUND LANE OF
 BJ4036'KENILWORTH PARKWAY, 1.2 METERS (4 FT) SOUTH OF A METAL LIGHT POLE AND
 BJ4036'0.91 METERS (3 FT) NORTH OF THE CURB OF THE EAST BOUND LANE.
 BJ4036'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4036'THE MARK IS 0.15 M ABOVE ROAD.
 BJ4036
 BJ4036                          STATION RECOVERY (2005)
 BJ4036
 BJ4036'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ4036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0089 ***********************************************************************
 BJ0089  DESIGNATION -  19 ABLDAPA
 BJ0089  PID         -  BJ0089
 BJ0089  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0089  USGS QUAD   -  WALLS (1994)
 BJ0089
 BJ0089                         *CURRENT SURVEY CONTROL
 BJ0089  ___________________________________________________________________
 BJ0089* NAD 83(1986)-  30 33 56.     (N)    091 18 12.     (W)     SCALED    
 BJ0089* NAVD 88     -         8.565  (meters)      28.10   (feet)  ADJUSTED  
 BJ0089  ___________________________________________________________________
 BJ0089  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0089  DYNAMIC HT  -           8.554 (meters)      28.06  (feet)  COMP
 BJ0089  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BJ0089
 BJ0089  VERT ORDER  -  FIRST     CLASS I
 BJ0089
 BJ0089.The horizontal coordinates were scaled from a topographic map and have
 BJ0089.an estimated accuracy of +/- 6 seconds.
 BJ0089
 BJ0089.The orthometric height was determined by differential leveling
 BJ0089.and adjusted by the National Geodetic Survey in February 1994..
 BJ0089
 BJ0089.The geoid height was determined by GEOID03.
 BJ0089
 BJ0089.The dynamic height is computed by dividing the NAVD 88
 BJ0089.geopotential number by the normal gravity value computed on the
 BJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0089.degrees latitude (g = 980.6199 gals.).
 BJ0089
 BJ0089.The modeled gravity was interpolated from observed gravity values.
 BJ0089
 BJ0089;                    North         East    Units  Estimated Accuracy
 BJ0089;SPC LA S     -   228,960.    1,002,880.      MT  (+/- 180 meters Scaled)
 BJ0089
 BJ0089                          SUPERSEDED SURVEY CONTROL
 BJ0089
 BJ0089  NAVD 88 (06/15/91)    8.593  (m)           28.19   (f) UNKNOWN     1 1
 BJ0089  NGVD 29 (??/??/??)    8.552  (m)           28.06   (f) ADJUSTED    1 1
 BJ0089
 BJ0089.Superseded values are not recommended for survey control.
 BJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0089.See file dsdata.txt to determine how the superseded data were derived.
 BJ0089
 BJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP627826(NAD 83)
 BJ0089_MARKER: P = PIPE CAP
 BJ0089_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0089_SP_SET: USE 86 FT 1-INCH IRON PIPE
 BJ0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0089
 BJ0089  HISTORY     - Date     Condition        Report By
 BJ0089  HISTORY     - 1975     MONUMENTED       USE
 BJ0089  HISTORY     - 1976     GOOD             NGS
 BJ0089
 BJ0089                          STATION DESCRIPTION
 BJ0089
 BJ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0089'2.75 MI NW FROM DEVALL.
 BJ0089'2.75 MILES NORTHWEST ALONG STATE HIGHWAY 415, FROM DEVALL
 BJ0089'ELEMENTARY SCHOOL AT DEVALL, AT T JUNCTION OF FIELD ENTRANCE
 BJ0089'ROAD LEADING SOUTH, 129.5 FT NORTH OF THE CENTER OF JUNCTION,
 BJ0089'42 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 168 FT
 BJ0089'NORTH OF AND ACROSS HWY FROM POWER LINE POLE, 5.5 FT NORTHEAST OF A
 BJ0089'FENCE, A 1-INCH IRON PIPE DRIVEN TO A DEPTH OF 86 FT ENCASED IN A
 BJ0089'2-INCH IRON PIPE BORED TO A DEPTH OF 69.7 FT, PROTECTED BY 3 1-INCH
 BJ0089'GUARD PIPES DRIVEN 120 DEGREES APART WITH 1.5 FT RADIUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0020 ***********************************************************************
 BJ0020  DESIGNATION -  19 BOLT
 BJ0020  PID         -  BJ0020
 BJ0020  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0020  USGS QUAD   -  INNIS (1994)
 BJ0020
 BJ0020                         *CURRENT SURVEY CONTROL
 BJ0020  ___________________________________________________________________
 BJ0020* NAD 83(1986)-  30 53 40.     (N)    091 40 04.     (W)     SCALED    
 BJ0020* NAVD 88     -        12.922  (meters)      42.39   (feet)  ADJUSTED  
 BJ0020  ___________________________________________________________________
 BJ0020  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0020  DYNAMIC HT  -          12.906 (meters)      42.34  (feet)  COMP
 BJ0020  MODELED GRAV-     979,379.2   (mgal)                       NAVD 88
 BJ0020
 BJ0020  VERT ORDER  -  FIRST     CLASS I
 BJ0020
 BJ0020.The horizontal coordinates were scaled from a topographic map and have
 BJ0020.an estimated accuracy of +/- 6 seconds.
 BJ0020
 BJ0020.The orthometric height was determined by differential leveling
 BJ0020.and adjusted by the National Geodetic Survey in February 1994..
 BJ0020
 BJ0020.The geoid height was determined by GEOID03.
 BJ0020
 BJ0020.The dynamic height is computed by dividing the NAVD 88
 BJ0020.geopotential number by the normal gravity value computed on the
 BJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0020.degrees latitude (g = 980.6199 gals.).
 BJ0020
 BJ0020.The modeled gravity was interpolated from observed gravity values.
 BJ0020
 BJ0020;                    North         East    Units  Estimated Accuracy
 BJ0020;SPC LA S     -   265,470.      968,020.      MT  (+/- 180 meters Scaled)
 BJ0020
 BJ0020                          SUPERSEDED SURVEY CONTROL
 BJ0020
 BJ0020  NAVD 88 (06/15/91)   12.951  (m)           42.49   (f) UNKNOWN     1 1
 BJ0020  NGVD 29 (??/??/??)   12.908  (m)           42.35   (f) ADJUSTED    1 1
 BJ0020
 BJ0020.Superseded values are not recommended for survey control.
 BJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0020.See file dsdata.txt to determine how the superseded data were derived.
 BJ0020
 BJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ273186(NAD 83)
 BJ0020_MARKER: B = BOLT
 BJ0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0020_STAMPING: PBM 19 1929
 BJ0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0020
 BJ0020  HISTORY     - Date     Condition        Report By
 BJ0020  HISTORY     - 1929     MONUMENTED       DOD
 BJ0020  HISTORY     - 1964     GOOD             CGS
 BJ0020  HISTORY     - 1968     GOOD             USGS
 BJ0020  HISTORY     - 1976     GOOD             NGS
 BJ0020
 BJ0020                          STATION DESCRIPTION
 BJ0020
 BJ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0020'0.2 MI S FROM WILLIAMSPORT.
 BJ0020'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS CHURCH
 BJ0020'AT WILLIAMSPORT, ABOUT 133 YARDS SOUTH OF A STORE, ABOUT 100 YARDS
 BJ0020'NORTH OF THE JUNCTION OF STATE ROAD 917, 64 FEET WEST OF THE CENTER
 BJ0020'LINE OF THE ROAD, 53 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD
 BJ0020'WHICH CONNECTS THE ROAD AND STATE ROAD 917, 34 FEET SOUTH OF A 36-INCH
 BJ0020'PECAN TREE, 26 FEET WEST OF A FENCE, 26.4 FEET WEST OF A METAL WITNESS
 BJ0020'POST, ABOUT LEVEL WITH THE ROAD, A COPPER BOLT SET IN CONCRETE ABOUT 2
 BJ0020'1/2 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 BJ0020'A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 18 INCHES. NOTE-- THE
 BJ0020'PIPE WAS FOUND LEANING SLIGHTLY.  IT WAS CLEANED OUT AND STRAIGHTENED.
 BJ0020
 BJ0020                          STATION RECOVERY (1968)
 BJ0020
 BJ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ0020'RECOVERED IN GOOD CONDITION.
 BJ0020
 BJ0020                          STATION RECOVERY (1976)
 BJ0020
 BJ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0020'0.2 MILE SOUTH ALONG STATE HIGHWAY 418 FROM THE ST STEPHENS CHURCH AT
 BJ0020'WILLIAMSPORT, ABOUT 133 YARDS SOUTH OF A STORE, ABOUT 100 YARDS NORTH
 BJ0020'OF THE JUNCTION OF STATE HIGHWAY 917, 64 FT WEST OF THE CENTER LINE OF
 BJ0020'THE HIGHWAY, 53 FT NORTH OF THE CENTER LINE OF A GRAVELED ROAD WHICH
 BJ0020'CONNECTS THE ROAD AND STATE HIGHWAY 917, 34 FT SOUTH OF A 36 INCH
 BJ0020'PECAN TREE, 26 FT WEST OF A FENCE, A COPPER BOLT SET IN CONCRETE ABOUT
 BJ0020'2.5 BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4
 BJ0020'INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0040 ***********************************************************************
 CQ0040  DESIGNATION -  19 C OF WM
 CQ0040  PID         -  CQ0040
 CQ0040  STATE/COUNTY-  LA/OUACHITA
 CQ0040  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0040
 CQ0040                         *CURRENT SURVEY CONTROL
 CQ0040  ___________________________________________________________________
 CQ0040* NAD 83(1986)-  32 31 05.     (N)    092 08 53.     (W)     SCALED    
 CQ0040* NAVD 88     -        25.33   (+/-2cm)      83.1    (feet)  VERTCON   
 CQ0040  ___________________________________________________________________
 CQ0040  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0040
 CQ0040  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0040
 CQ0040.The horizontal coordinates were scaled from a topographic map and have
 CQ0040.an estimated accuracy of +/- 6 seconds.
 CQ0040
 CQ0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0040.The vertical order pertains to the NGVD 29 superseded value.
 CQ0040
 CQ0040.The geoid height was determined by GEOID03.
 CQ0040
 CQ0040;                    North         East    Units  Estimated Accuracy
 CQ0040;SPC LA N     -   223,810.    1,033,070.      MT  (+/- 180 meters Scaled)
 CQ0040
 CQ0040                          SUPERSEDED SURVEY CONTROL
 CQ0040
 CQ0040  NGVD 29 (??/??/??)   25.385  (m)           83.28   (f) ADJUSTED    1 2
 CQ0040
 CQ0040.Superseded values are not recommended for survey control.
 CQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0040.See file dsdata.txt to determine how the superseded data were derived.
 CQ0040
 CQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR800981(NAD 83)
 CQ0040_MARKER: B = BOLT
 CQ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0040_STAMPING: 19
 CQ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0040+STABILITY: SURFACE MOTION
 CQ0040
 CQ0040  HISTORY     - Date     Condition        Report By
 CQ0040  HISTORY     - UNK      MONUMENTED       LA2410
 CQ0040  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0040
 CQ0040                          STATION DESCRIPTION
 CQ0040
 CQ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0040'1.5 MI W FROM WEST MONROE.
 CQ0040'AT WEST MONROE, OUACHITA PARISH, ON U.S. HIGHWAY 80, ABOUT 1.5 MILES
 CQ0040'WEST OF THE NEW HIGHWAY BRIDGE OVER OUACHITA RIVER, ABOUT 50 FEET WEST
 CQ0040'OF A CROSS ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 CQ0040'24 FEET WEST OF A POLE.  A COPPER BOLT, STAMPED 19 AND SET IN THE TOP
 CQ0040'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND. NOTE-- THE HIGHWAY HAS
 CQ0040'BEEN WIDENED AT THE LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0263 ***********************************************************************
 BJ0263  DESIGNATION -  19 EABPL
 BJ0263  PID         -  BJ0263
 BJ0263  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0263  USGS QUAD   -  LOTTIE (1994)
 BJ0263
 BJ0263                         *CURRENT SURVEY CONTROL
 BJ0263  ___________________________________________________________________
 BJ0263* NAD 83(1986)-  30 31 47.     (N)    091 37 45.     (W)     SCALED    
 BJ0263* NAVD 88     -         7.005  (meters)      22.98   (feet)  ADJUSTED  
 BJ0263  ___________________________________________________________________
 BJ0263  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0263  DYNAMIC HT  -           6.996 (meters)      22.95  (feet)  COMP
 BJ0263  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ0263
 BJ0263  VERT ORDER  -  FIRST     CLASS I
 BJ0263
 BJ0263.The horizontal coordinates were scaled from a topographic map and have
 BJ0263.an estimated accuracy of +/- 6 seconds.
 BJ0263
 BJ0263.The orthometric height was determined by differential leveling
 BJ0263.and adjusted by the National Geodetic Survey in February 1994..
 BJ0263
 BJ0263.The geoid height was determined by GEOID03.
 BJ0263
 BJ0263.The dynamic height is computed by dividing the NAVD 88
 BJ0263.geopotential number by the normal gravity value computed on the
 BJ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0263.degrees latitude (g = 980.6199 gals.).
 BJ0263
 BJ0263.The modeled gravity was interpolated from observed gravity values.
 BJ0263
 BJ0263;                    North         East    Units  Estimated Accuracy
 BJ0263;SPC LA S     -   225,020.      971,610.      MT  (+/- 180 meters Scaled)
 BJ0263
 BJ0263                          SUPERSEDED SURVEY CONTROL
 BJ0263
 BJ0263  NGVD 29 (??/??/??)    7.024  (m)           23.04   (f) ADJUSTED    1 1
 BJ0263
 BJ0263.Superseded values are not recommended for survey control.
 BJ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0263.See file dsdata.txt to determine how the superseded data were derived.
 BJ0263
 BJ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP315782(NAD 83)
 BJ0263_MARKER: DD = SURVEY DISK
 BJ0263_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0263_SP_SET: 103 FT IRON PIPE
 BJ0263_STAMPING: PBM 19 EABPL 1976 USE
 BJ0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0263
 BJ0263  HISTORY     - Date     Condition        Report By
 BJ0263  HISTORY     - 1976     MONUMENTED       USE
 BJ0263  HISTORY     - 1976     GOOD             NGS
 BJ0263
 BJ0263                          STATION DESCRIPTION
 BJ0263
 BJ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0263'3.7 MI SOUTH FROM LOTTIE.
 BJ0263'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0263'HIGHWAY 81, THENCE 2.7 MILES SOUTHEAST ALONG A LEVEE ROAD, 111 FT
 BJ0263'NORTHEAST OF THE CENTER LINE OF THE ROAD, 119.6 FT NORTH OF THE
 BJ0263'NORTH CORNER OF A STEEL CATTLEGUARD, 97.5 FT NORTHEAST OF CONCRETE
 BJ0263'POST STATION MARKER 1900, 59.5 FT NORTHWEST OF A FENCE, A 1-INCH
 BJ0263'IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 103 FT ENCASED IN A 2-INCH
 BJ0263'IRON PIPE BORED TO A DEPTH OF 83 FT WITH A 3-INCH SCREW CAP FOR
 BJ0263'ACCESS. THE SCREW CAP PROJECTS 22-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0046 ***********************************************************************
 AU0046  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0046  DESIGNATION -  19 LLD ANO
 AU0046  PID         -  AU0046
 AU0046  STATE/COUNTY-  LA/ST JAMES
 AU0046  USGS QUAD   -  LAGAN (1989)
 AU0046
 AU0046                         *CURRENT SURVEY CONTROL
 AU0046  ___________________________________________________________________
 AU0046* NAD 83(1992)-  29 58 33.48316(N)    090 49 11.78573(W)     ADJUSTED  
 AU0046* NAVD 88     -         3.37 **(meters)      11.1  **(feet)  GPS OBS(2004.65)
 AU0046  **This station is located in a subsidence area (see below).
 AU0046  ___________________________________________________________________
 AU0046  X           -     -79,129.078 (meters)                     COMP
 AU0046  Y           -  -5,529,002.183 (meters)                     COMP
 AU0046  Z           -   3,168,054.903 (meters)                     COMP
 AU0046  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AU0046  ELLIP HEIGHT-         -22.85  (meters)          (12/29/04) GPS OBS
 AU0046  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AU0046  DYNAMIC HT  -           3.37  (meters)      11.1   (feet)  COMP
 AU0046  MODELED GRAV-     979,312.0   (mgal)                       NAVD 88
 AU0046
 AU0046  HORZ ORDER  -  B
 AU0046  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU0046  ELLP ORDER  -  FOURTH    CLASS I
 AU0046
 AU0046.The horizontal coordinates were established by GPS observations
 AU0046.and adjusted by the National Geodetic Survey in December 2004..
 AU0046
 AU0046 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0046 ** and geoid heights are valid at the date of observation. These heights
 AU0046 ** must always be validated when used as control.
 AU0046 ** The orthometric height was determined by GPS observations using
 AU0046 ** precise GPS observation and processing techniques and a new
 AU0046 ** realization of GEOID03. It supersedes the leveled height previously
 AU0046 ** determined for this station.
 AU0046 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0046 ** epoch indicated which incorporates improved geoid heights for the
 AU0046 ** Southern Louisiana Subsidence area.
 AU0046 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0046.The orthometric height was determined by GPS observations and a
 AU0046.high-resolution geoid model using precise GPS observation and
 AU0046.processing techniques. It supersedes the leveled height previously
 AU0046.determined for this station.
 AU0046.WARNING-GPS observations at this control monument resulted in a GPS
 AU0046.derived orthometric height which differed from the leveled height by
 AU0046.more than one decimeter (0.1 meter).
 AU0046.The vertical order pertains to the first NAVD 88 superseded value.
 AU0046
 AU0046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0046
 AU0046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0046
 AU0046.The ellipsoidal height was determined by GPS observations
 AU0046.and is referenced to NAD 83.
 AU0046
 AU0046.The geoid height was determined by GEOID03.
 AU0046
 AU0046.The dynamic height is computed by dividing the NAVD 88
 AU0046.geopotential number by the normal gravity value computed on the
 AU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0046.degrees latitude (g = 980.6199 gals.).
 AU0046
 AU0046.The modeled gravity was interpolated from observed gravity values.
 AU0046
 AU0046;                    North         East     Units Scale Factor Converg.
 AU0046;SPC LA S     -   163,713.544 1,049,543.458   MT  0.99992584   +0 15 24.1
 AU0046;SPC LA S     -   537,116.85  3,443,377.16   sFT  0.99992584   +0 15 24.1
 AU0046;UTM  15      - 3,318,122.321   710,337.940   MT  1.00014588   +1 05 22.7
 AU0046
 AU0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0046!SPC LA S     -   1.00000359  x   0.99992584  =   0.99992943
 AU0046!UTM  15      -   1.00000359  x   1.00014588  =   1.00014947
 AU0046
 AU0046                          SUPERSEDED SURVEY CONTROL
 AU0046
 AU0046  NAVD 88 (02/14/94)    3.659  (m)           12.00   (f) ADJUSTED    1 1
 AU0046  NGVD 29 (??/??/??)    3.733  (m)           12.25   (f) ADJUSTED    1 1
 AU0046
 AU0046.Superseded values are not recommended for survey control.
 AU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0046.See file dsdata.txt to determine how the superseded data were derived.
 AU0046
 AU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1033818122(NAD 83)
 AU0046_MARKER: DD = SURVEY DISK
 AU0046_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AU0046_SP_SET: 69 FT 1-INCH IRON PIPE
 AU0046_STAMPING: 19 LLD ANO
 AU0046_MAGNETIC: P = MARKER IS A STEEL PIPE
 AU0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0046+STABILITY: SURFACE MOTION
 AU0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0046+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 AU0046
 AU0046  HISTORY     - Date     Condition        Report By
 AU0046  HISTORY     - 1975     MONUMENTED       USE
 AU0046  HISTORY     - 1977     GOOD             NGS
 AU0046  HISTORY     - 20021121 GOOD             3001
 AU0046
 AU0046                          STATION DESCRIPTION
 AU0046
 AU0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AU0046'6.8 MI WEST FROM VACHERIE.
 AU0046'6.8 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF STATE
 AU0046'HIGHWAY 20 AT VACHERIE, AT A POINT WHERE POWER LINE CROSSES HIGHWAY,
 AU0046'40 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 44.5 FT WEST-NORTHWEST
 AU0046'OF A POWER LINE POLE WITH A TRANSFORMER AND STREET LIGHT AND ONE
 AU0046'GUY WIRE, 41 FT EAST OF THE EXTENDED CENTER LINE OF A SHELL ROAD
 AU0046'LEADING SOUTH AND ACROSS THE TRACKS TO METAL BUILDINGS.
 AU0046'A DISK SET ON TOP OF A 1-INCH IRON PIPE DRIVEN TO A DEPTH
 AU0046'OF 69 FT.
 AU0046
 AU0046                          STATION RECOVERY (2002)
 AU0046
 AU0046'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AU0046'THE STATION IS LOCATED 5.9 MILES SOUTHWEST OF VACHERIE, 13.5 MILES
 AU0046'SOUTHEAST OF  DONALDSONVILLE, 6 MILES NORTH NORTHWEST OF THIBODAUX.
 AU0046' 
 AU0046'OWNERSHIP- COE RIGHT OF WAY
 AU0046' 
 AU0046'TO REACH THE STATION FROM THE INTERSECTION OF HWY. 20 AND HWY. 18 IN
 AU0046'VACHERIE GO WEST  ON HWY 18 FOR 6.35 MILES TO WHERE POWER LINE CROSSES
 AU0046'OVER HWY 18 AND MARK ON RIGHT  NORTH OF HWY 18 STATION IS JUST
 AU0046'NORTHEAST OF ABANDONED CROSS OVER THE RAIL ROAD  TRACKS.
 AU0046' 
 AU0046'THE STATION IS 41.3FT NORTH OF THE CENTERLINE OF HWY 18, 42.3FT WEST
 AU0046'OF GUYWIRE, 49FT WEST OF  POWER POLE WITH GUYWIRE. STATION IS EAST OF
 AU0046'1030 MARKER POST ON SLOPE OF LEVEE, 1ST  POWER POLE WITH TRANSFORMER
 AU0046'EAST OF 1030 LEVEE MARKER. STATION IS A COE BRASS CAP SET  ON TOP OF
 AU0046'1IN PIPE DRIVEN IN GROUND 69FT. FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3495 ***********************************************************************
 BJ3495  DESIGNATION -  19 V 1 LADH
 BJ3495  PID         -  BJ3495
 BJ3495  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3495  USGS QUAD   -  PRIDE (1980)
 BJ3495
 BJ3495                         *CURRENT SURVEY CONTROL
 BJ3495  ___________________________________________________________________
 BJ3495* NAD 83(1986)-  30 43 11.     (N)    090 58 00.     (W)     SCALED    
 BJ3495* NAVD 88     -        43.691  (meters)     143.34   (feet)  ADJUSTED  
 BJ3495  ___________________________________________________________________
 BJ3495  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3495  DYNAMIC HT  -          43.635 (meters)     143.16  (feet)  COMP
 BJ3495  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ3495
 BJ3495  VERT ORDER  -  SECOND    CLASS I
 BJ3495
 BJ3495.The horizontal coordinates were scaled from a topographic map and have
 BJ3495.an estimated accuracy of +/- 6 seconds.
 BJ3495
 BJ3495.The orthometric height was determined by differential leveling
 BJ3495.and adjusted by the National Geodetic Survey in February 1994..
 BJ3495
 BJ3495.The geoid height was determined by GEOID03.
 BJ3495
 BJ3495.The dynamic height is computed by dividing the NAVD 88
 BJ3495.geopotential number by the normal gravity value computed on the
 BJ3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3495.degrees latitude (g = 980.6199 gals.).
 BJ3495
 BJ3495.The modeled gravity was interpolated from observed gravity values.
 BJ3495
 BJ3495;                    North         East    Units  Estimated Accuracy
 BJ3495;SPC LA S     -   246,110.    1,035,120.      MT  (+/- 180 meters Scaled)
 BJ3495
 BJ3495                          SUPERSEDED SURVEY CONTROL
 BJ3495
 BJ3495.No superseded survey control is available for this station.
 BJ3495
 BJ3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ946003(NAD 83)
 BJ3495_MARKER: DB = BENCH MARK DISK
 BJ3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3495_SP_SET: CONCRETE POST
 BJ3495_STAMPING: 19V1 1983
 BJ3495_MARK LOGO: LADH  
 BJ3495_PROJECTION: FLUSH
 BJ3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3495+STABILITY: SURFACE MOTION
 BJ3495
 BJ3495  HISTORY     - Date     Condition        Report By
 BJ3495  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3495
 BJ3495                          STATION DESCRIPTION
 BJ3495
 BJ3495'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3495'3.9 KM (2.4 MI) NORTH FROM PRIDE.
 BJ3495'ABOUT 3.9 KM (2.4 MILES) NORTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3495'OFFICE IN PRIDE TO THE BENCH MARK ON THE RIGHT, 12.2 METERS (40 FEET)
 BJ3495'EAST-NORTHEAST OF THE CENTER OF HIGHWAY 409, 6.7 METERS (22 FEET)
 BJ3495'SOUTHEAST OF A 6-INCH PINE TREE, 1.7 METERS (5.5 FEET) WEST-NORTHWEST
 BJ3495'OF A 24-INCH SWEET GUM TREE, 1.5 METERS (5 FEET) SOUTH-SOUTHWEST OF A
 BJ3495'42-INCH PIN OAK TREE, 1.1 METERS (3.5 FEET) NORTH-NORTHWEST OF A
 BJ3495'RIGHT-OF-WAY MARKER.
 BJ3495'THE MARK IS 1.37 METERS  WSW FROM A WITNESS POST.
 BJ3495'THE MARK IS 0.30 M BELOW HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3506 ***********************************************************************
 BJ3506  DESIGNATION -  19 V 10 LADH
 BJ3506  PID         -  BJ3506
 BJ3506  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3506  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3506
 BJ3506                         *CURRENT SURVEY CONTROL
 BJ3506  ___________________________________________________________________
 BJ3506* NAD 83(1986)-  30 48 07.     (N)    090 54 42.     (W)     SCALED    
 BJ3506* NAVD 88     -        63.959  (meters)     209.84   (feet)  ADJUSTED  
 BJ3506  ___________________________________________________________________
 BJ3506  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3506  DYNAMIC HT  -          63.876 (meters)     209.57  (feet)  COMP
 BJ3506  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ3506
 BJ3506  VERT ORDER  -  SECOND    CLASS I
 BJ3506
 BJ3506.The horizontal coordinates were scaled from a topographic map and have
 BJ3506.an estimated accuracy of +/- 6 seconds.
 BJ3506
 BJ3506.The orthometric height was determined by differential leveling
 BJ3506.and adjusted by the National Geodetic Survey in February 1994..
 BJ3506
 BJ3506.The geoid height was determined by GEOID03.
 BJ3506
 BJ3506.The dynamic height is computed by dividing the NAVD 88
 BJ3506.geopotential number by the normal gravity value computed on the
 BJ3506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3506.degrees latitude (g = 980.6199 gals.).
 BJ3506
 BJ3506.The modeled gravity was interpolated from observed gravity values.
 BJ3506
 BJ3506;                    North         East    Units  Estimated Accuracy
 BJ3506;SPC LA S     -   255,240.    1,040,360.      MT  (+/- 180 meters Scaled)
 BJ3506
 BJ3506                          SUPERSEDED SURVEY CONTROL
 BJ3506
 BJ3506.No superseded survey control is available for this station.
 BJ3506
 BJ3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ997095(NAD 83)
 BJ3506_MARKER: DB = BENCH MARK DISK
 BJ3506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3506_SP_SET: CONCRETE POST
 BJ3506_STAMPING: 19V10 1983
 BJ3506_MARK LOGO: LADH  
 BJ3506_PROJECTION: FLUSH
 BJ3506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3506+STABILITY: SURFACE MOTION
 BJ3506
 BJ3506  HISTORY     - Date     Condition        Report By
 BJ3506  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3506
 BJ3506                          STATION DESCRIPTION
 BJ3506
 BJ3506'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3506'12.8 KM (8.0 MI) SE FROM CLINTON.
 BJ3506'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3506'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3506'LEFT AND EAST ON HIGHWAY 63 FOR 10.9 KM (6.8 MILES) TO THE BENCH MARK
 BJ3506'ON THE RIGHT NEAR A DIRT DRIVE LEADING TO HOUSE, 34.5 METERS (116
 BJ3506'FEET) SOUTHEAST OF A POWER POLE, 13.1 METERS (43 FEET) SOUTHWEST OF
 BJ3506'THE CENTER OF HIGHWAY 63, 9.6 METERS (31.5 FEET) SOUTHEAST OF THE
 BJ3506'CENTER OF THE DIRT DRIVE AND 7 METERS (23 FEET) SOUTH OF THE EAST END
 BJ3506'OF A PVC CULVERT UNDER THE DIRT DRIVE.
 BJ3506'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 BJ3506'THE MARK IS ABOVE LEVEL WITH HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3507 ***********************************************************************
 BJ3507  DESIGNATION -  19 V 11 LADH
 BJ3507  PID         -  BJ3507
 BJ3507  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3507  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3507
 BJ3507                         *CURRENT SURVEY CONTROL
 BJ3507  ___________________________________________________________________
 BJ3507* NAD 83(1986)-  30 48 40.     (N)    090 55 29.     (W)     SCALED    
 BJ3507* NAVD 88     -        67.850  (meters)     222.60   (feet)  ADJUSTED  
 BJ3507  ___________________________________________________________________
 BJ3507  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3507  DYNAMIC HT  -          67.762 (meters)     222.32  (feet)  COMP
 BJ3507  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ3507
 BJ3507  VERT ORDER  -  SECOND    CLASS I
 BJ3507
 BJ3507.The horizontal coordinates were scaled from a topographic map and have
 BJ3507.an estimated accuracy of +/- 6 seconds.
 BJ3507
 BJ3507.The orthometric height was determined by differential leveling
 BJ3507.and adjusted by the National Geodetic Survey in February 1994..
 BJ3507
 BJ3507.The geoid height was determined by GEOID03.
 BJ3507
 BJ3507.The dynamic height is computed by dividing the NAVD 88
 BJ3507.geopotential number by the normal gravity value computed on the
 BJ3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3507.degrees latitude (g = 980.6199 gals.).
 BJ3507
 BJ3507.The modeled gravity was interpolated from observed gravity values.
 BJ3507
 BJ3507;                    North         East    Units  Estimated Accuracy
 BJ3507;SPC LA S     -   256,250.    1,039,100.      MT  (+/- 180 meters Scaled)
 BJ3507
 BJ3507                          SUPERSEDED SURVEY CONTROL
 BJ3507
 BJ3507.No superseded survey control is available for this station.
 BJ3507
 BJ3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ985105(NAD 83)
 BJ3507_MARKER: DB = BENCH MARK DISK
 BJ3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3507_SP_SET: CONCRETE POST
 BJ3507_STAMPING: 19V11 1983
 BJ3507_MARK LOGO: LADH  
 BJ3507_PROJECTION: FLUSH
 BJ3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3507+STABILITY: SURFACE MOTION
 BJ3507
 BJ3507  HISTORY     - Date     Condition        Report By
 BJ3507  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3507
 BJ3507                          STATION DESCRIPTION
 BJ3507
 BJ3507'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3507'11.2 KM (7.0 MI) SE FROM CLINTON.
 BJ3507'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3507'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3507'LEFT AND EAST ON HIGHWAY 63 FOR 9.3 KM (5.8 MILES) TO THE BENCH MARK
 BJ3507'ON THE LEFT NEAR A GRAVEL ROAD LEADING NORTH, 22.9 METERS (75 FEET)
 BJ3507'NORTH-NORTHEAST OF A TELEPHONE REPAIR BOX ACROSS HIGHWAY 63, 18 METERS
 BJ3507'(59 FEET) SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 9.9 METERS (32.5
 BJ3507'FEET) NORTHEAST OF THE CENTER OF HIGHWAY 63 AND 2.1 METERS (7 FEET)
 BJ3507'SOUTH OF A 18-INCH OAK TREE.
 BJ3507'THE MARK IS ABOVE LEVEL WITH HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3508 ***********************************************************************
 BJ3508  DESIGNATION -  19 V 12 LADH
 BJ3508  PID         -  BJ3508
 BJ3508  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3508  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3508
 BJ3508                         *CURRENT SURVEY CONTROL
 BJ3508  ___________________________________________________________________
 BJ3508* NAD 83(1986)-  30 49 07.     (N)    090 56 16.     (W)     SCALED    
 BJ3508* NAVD 88     -        72.596  (meters)     238.18   (feet)  ADJUSTED  
 BJ3508  ___________________________________________________________________
 BJ3508  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3508  DYNAMIC HT  -          72.502 (meters)     237.87  (feet)  COMP
 BJ3508  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BJ3508
 BJ3508  VERT ORDER  -  SECOND    CLASS I
 BJ3508
 BJ3508.The horizontal coordinates were scaled from a topographic map and have
 BJ3508.an estimated accuracy of +/- 6 seconds.
 BJ3508
 BJ3508.The orthometric height was determined by differential leveling
 BJ3508.and adjusted by the National Geodetic Survey in February 1994..
 BJ3508
 BJ3508.The geoid height was determined by GEOID03.
 BJ3508
 BJ3508.The dynamic height is computed by dividing the NAVD 88
 BJ3508.geopotential number by the normal gravity value computed on the
 BJ3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3508.degrees latitude (g = 980.6199 gals.).
 BJ3508
 BJ3508.The modeled gravity was interpolated from observed gravity values.
 BJ3508
 BJ3508;                    North         East    Units  Estimated Accuracy
 BJ3508;SPC LA S     -   257,080.    1,037,850.      MT  (+/- 180 meters Scaled)
 BJ3508
 BJ3508                          SUPERSEDED SURVEY CONTROL
 BJ3508
 BJ3508.No superseded survey control is available for this station.
 BJ3508
 BJ3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ972113(NAD 83)
 BJ3508_MARKER: DB = BENCH MARK DISK
 BJ3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3508_SP_SET: CONCRETE POST
 BJ3508_STAMPING: 19V12 1983
 BJ3508_MARK LOGO: LADH  
 BJ3508_PROJECTION: FLUSH
 BJ3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3508+STABILITY: SURFACE MOTION
 BJ3508
 BJ3508  HISTORY     - Date     Condition        Report By
 BJ3508  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3508
 BJ3508                          STATION DESCRIPTION
 BJ3508
 BJ3508'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3508'9.3 KM (5.8 MI) SE FROM CLINTON.
 BJ3508'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3508'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3508'LEFT AND EAST ON HIGHWAY 63 FOR 7.4 KM (4.6 MILES) TO THE BENCH MARK
 BJ3508'ON THE LEFT NEAR A GRAVEL DRIVE LEADING INTO THE WOODS, 9.9 METERS
 BJ3508'(32.5 FEET) NORTHEAST OF THE CENTER OF HIGHWAY 63, 7.3 METERS (24
 BJ3508'FEET) SOUTH OF A 14-INCH PINE TREE, 6.7 METERS (22 FEET) NORTHWEST OF
 BJ3508'THE CENTER OF THE GRAVEL DRIVE AND 2.9 METERS (9.5 FEET) SOUTHEAST OF
 BJ3508'A 16-INCH PINE TREE.
 BJ3508'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3508'THE MARK IS ABOVE LEVEL WITH HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3509 ***********************************************************************
 BJ3509  DESIGNATION -  19 V 13 LADH
 BJ3509  PID         -  BJ3509
 BJ3509  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3509  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3509
 BJ3509                         *CURRENT SURVEY CONTROL
 BJ3509  ___________________________________________________________________
 BJ3509* NAD 83(1986)-  30 49 54.     (N)    090 57 01.     (W)     SCALED    
 BJ3509* NAVD 88     -        74.784  (meters)     245.35   (feet)  ADJUSTED  
 BJ3509  ___________________________________________________________________
 BJ3509  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3509  DYNAMIC HT  -          74.687 (meters)     245.04  (feet)  COMP
 BJ3509  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ3509
 BJ3509  VERT ORDER  -  SECOND    CLASS I
 BJ3509
 BJ3509.The horizontal coordinates were scaled from a topographic map and have
 BJ3509.an estimated accuracy of +/- 6 seconds.
 BJ3509
 BJ3509.The orthometric height was determined by differential leveling
 BJ3509.and adjusted by the National Geodetic Survey in February 1994..
 BJ3509
 BJ3509.The geoid height was determined by GEOID03.
 BJ3509
 BJ3509.The dynamic height is computed by dividing the NAVD 88
 BJ3509.geopotential number by the normal gravity value computed on the
 BJ3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3509.degrees latitude (g = 980.6199 gals.).
 BJ3509
 BJ3509.The modeled gravity was interpolated from observed gravity values.
 BJ3509
 BJ3509;                    North         East    Units  Estimated Accuracy
 BJ3509;SPC LA S     -   258,520.    1,036,650.      MT  (+/- 180 meters Scaled)
 BJ3509
 BJ3509                          SUPERSEDED SURVEY CONTROL
 BJ3509
 BJ3509.No superseded survey control is available for this station.
 BJ3509
 BJ3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ960127(NAD 83)
 BJ3509_MARKER: DB = BENCH MARK DISK
 BJ3509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3509_SP_SET: CONCRETE POST
 BJ3509_STAMPING: 19V13 1983
 BJ3509_MARK LOGO: LADH  
 BJ3509_PROJECTION: FLUSH
 BJ3509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3509+STABILITY: SURFACE MOTION
 BJ3509
 BJ3509  HISTORY     - Date     Condition        Report By
 BJ3509  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3509
 BJ3509                          STATION DESCRIPTION
 BJ3509
 BJ3509'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3509'7.7 KM (4.8 MI) SE FROM CLINTON.
 BJ3509'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3509'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3509'LEFT AND EAST ON HIGHWAY 63 FOR 5.8 KM (3.6 MILES) TO THE BENCH MARK
 BJ3509'ON THE LEFT NEAR A DIRT DRIVE LEADING INTO THE WOODS, 14 METERS (46
 BJ3509'FEET) NORTHEAST OF THE CENTER OF HIGHWAY 63, 10.5 METERS (34.5 FEET)
 BJ3509'SOUTHEAST OF A TELEPHONE REPAIR BOX, 5.8 METERS (19 FEET) SOUTH OF A
 BJ3509'24-INCH SWEET GUM TREE AND 5.8 METERS (19 FEET) SOUTHEAST OF THE
 BJ3509'CENTER OF THE DIRT DRIVE.
 BJ3509'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 BJ3509'THE MARK IS 0.61 M ABOVE HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3510 ***********************************************************************
 BJ3510  DESIGNATION -  19 V 14 LADH
 BJ3510  PID         -  BJ3510
 BJ3510  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3510  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3510
 BJ3510                         *CURRENT SURVEY CONTROL
 BJ3510  ___________________________________________________________________
 BJ3510* NAD 83(1986)-  30 50 11.     (N)    090 58 00.     (W)     SCALED    
 BJ3510* NAVD 88     -        58.061  (meters)     190.49   (feet)  ADJUSTED  
 BJ3510  ___________________________________________________________________
 BJ3510  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3510  DYNAMIC HT  -          57.985 (meters)     190.24  (feet)  COMP
 BJ3510  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ3510
 BJ3510  VERT ORDER  -  SECOND    CLASS I
 BJ3510
 BJ3510.The horizontal coordinates were scaled from a topographic map and have
 BJ3510.an estimated accuracy of +/- 6 seconds.
 BJ3510
 BJ3510.The orthometric height was determined by differential leveling
 BJ3510.and adjusted by the National Geodetic Survey in February 1994..
 BJ3510
 BJ3510.The geoid height was determined by GEOID03.
 BJ3510
 BJ3510.The dynamic height is computed by dividing the NAVD 88
 BJ3510.geopotential number by the normal gravity value computed on the
 BJ3510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3510.degrees latitude (g = 980.6199 gals.).
 BJ3510
 BJ3510.The modeled gravity was interpolated from observed gravity values.
 BJ3510
 BJ3510;                    North         East    Units  Estimated Accuracy
 BJ3510;SPC LA S     -   259,040.    1,035,080.      MT  (+/- 180 meters Scaled)
 BJ3510
 BJ3510                          SUPERSEDED SURVEY CONTROL
 BJ3510
 BJ3510.No superseded survey control is available for this station.
 BJ3510
 BJ3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ944132(NAD 83)
 BJ3510_MARKER: DB = BENCH MARK DISK
 BJ3510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3510_SP_SET: CONCRETE POST
 BJ3510_STAMPING: 19V14 1983
 BJ3510_MARK LOGO: LADH  
 BJ3510_PROJECTION: FLUSH
 BJ3510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3510+STABILITY: SURFACE MOTION
 BJ3510
 BJ3510  HISTORY     - Date     Condition        Report By
 BJ3510  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3510
 BJ3510                          STATION DESCRIPTION
 BJ3510
 BJ3510'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3510'6.1 KM (3.8 MI) SE FROM CLINTON.
 BJ3510'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3510'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3510'LEFT AND EAST ON HIGHWAY 63 FOR 4.2 KM (2.6 MILES) TO THE BENCH MARK
 BJ3510'ON THE RIGHT NEAR A GRAVEL DRIVE LEADING INTO FEILD, 12.2 METERS (40
 BJ3510'FEET) SOUTHWEST OF THE CENTER OF HIGHWAY 63, 10.4 METERS (34 FEET)
 BJ3510'WEST-NORTHWEST OF THE CENTER OF THE GRAVEL DRIVE, 7.5 METERS (24.5
 BJ3510'FEET) WEST FROM THE WEST END OF A METAL CULVERT UNDER GRAVEL DRIVE AND
 BJ3510'1.1 METERS (3.5 FEET) NORTHEAST OF A BARB WIRE FENCE.
 BJ3510'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 BJ3510'THE MARK IS 0.61 M BELOW HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3432 ***********************************************************************
 BJ3432  DESIGNATION -  19 V 15 LADH
 BJ3432  PID         -  BJ3432
 BJ3432  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3432  USGS QUAD   -  JACKSON (1994)
 BJ3432
 BJ3432                         *CURRENT SURVEY CONTROL
 BJ3432  ___________________________________________________________________
 BJ3432* NAD 83(1986)-  30 51 10.     (N)    091 07 31.     (W)     SCALED    
 BJ3432* NAVD 88     -        59.685  (meters)     195.82   (feet)  ADJUSTED  
 BJ3432  ___________________________________________________________________
 BJ3432  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3432  DYNAMIC HT  -          59.608 (meters)     195.56  (feet)  COMP
 BJ3432  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ3432
 BJ3432  VERT ORDER  -  SECOND    CLASS I
 BJ3432
 BJ3432.The horizontal coordinates were scaled from a topographic map and have
 BJ3432.an estimated accuracy of +/- 6 seconds.
 BJ3432
 BJ3432.The orthometric height was determined by differential leveling
 BJ3432.and adjusted by the National Geodetic Survey in February 1994..
 BJ3432
 BJ3432.The geoid height was determined by GEOID03.
 BJ3432
 BJ3432.The dynamic height is computed by dividing the NAVD 88
 BJ3432.geopotential number by the normal gravity value computed on the
 BJ3432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3432.degrees latitude (g = 980.6199 gals.).
 BJ3432
 BJ3432.The modeled gravity was interpolated from observed gravity values.
 BJ3432
 BJ3432;                    North         East    Units  Estimated Accuracy
 BJ3432;SPC LA S     -   260,820.    1,019,900.      MT  (+/- 180 meters Scaled)
 BJ3432
 BJ3432                          SUPERSEDED SURVEY CONTROL
 BJ3432
 BJ3432.No superseded survey control is available for this station.
 BJ3432
 BJ3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ792147(NAD 83)
 BJ3432_MARKER: DB = BENCH MARK DISK
 BJ3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3432_SP_SET: CONCRETE POST
 BJ3432_STAMPING: 19V15 1984
 BJ3432_MARK LOGO: LADH  
 BJ3432_PROJECTION: FLUSH
 BJ3432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3432+STABILITY: SURFACE MOTION
 BJ3432
 BJ3432  HISTORY     - Date     Condition        Report By
 BJ3432  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3432
 BJ3432                          STATION DESCRIPTION
 BJ3432
 BJ3432'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3432'1.6 KM (1 MI) NORTH FROM MCMANUS.
 BJ3432'ABOUT 0.2 KM (0.1 MILE) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE
 BJ3432'IN SLAUGHTER TO THE JUNCTION OF STATE HIGHWAY 19, THENCE NORTH ON
 BJ3432'HIGHWAY 19 FOR ABOUT 15.6 KM (9.7 MILES) TO THE BENCH MARK ON THE LEFT
 BJ3432'NEAR A POWER POLE, 23.5 METERS (77 FEET) SOUTH-SOUTHWEST OF THE SOUTH
 BJ3432'END OF CONCRETE CULVERT UNDER GRAVEL DRIVE, 14.6 METERS (48 FEET) WEST
 BJ3432'OF THE CENTER OF HIGHWAY 19, 2.1 METERS (7 FEET) NORTH OF A POWER
 BJ3432'POLE, 0.6 METER (2 FEET) EAST OF A FENCE.
 BJ3432'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3432'THE MARK IS 0.91 M BELOW HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3447 ***********************************************************************
 BJ3447  DESIGNATION -  19 V 16 LADH
 BJ3447  PID         -  BJ3447
 BJ3447  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3447  USGS QUAD   -  CLINTON (1994)
 BJ3447
 BJ3447                         *CURRENT SURVEY CONTROL
 BJ3447  ___________________________________________________________________
 BJ3447* NAD 83(1986)-  30 51 03.     (N)    091 00 23.     (W)     SCALED    
 BJ3447* NAVD 88     -        69.482  (meters)     227.96   (feet)  ADJUSTED  
 BJ3447  ___________________________________________________________________
 BJ3447  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3447  DYNAMIC HT  -          69.392 (meters)     227.66  (feet)  COMP
 BJ3447  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BJ3447
 BJ3447  VERT ORDER  -  SECOND    CLASS I
 BJ3447
 BJ3447.The horizontal coordinates were scaled from a topographic map and have
 BJ3447.an estimated accuracy of +/- 6 seconds.
 BJ3447
 BJ3447.The orthometric height was determined by differential leveling
 BJ3447.and adjusted by the National Geodetic Survey in February 1994..
 BJ3447
 BJ3447.The geoid height was determined by GEOID03.
 BJ3447
 BJ3447.The dynamic height is computed by dividing the NAVD 88
 BJ3447.geopotential number by the normal gravity value computed on the
 BJ3447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3447.degrees latitude (g = 980.6199 gals.).
 BJ3447
 BJ3447.The modeled gravity was interpolated from observed gravity values.
 BJ3447
 BJ3447;                    North         East    Units  Estimated Accuracy
 BJ3447;SPC LA S     -   260,630.    1,031,270.      MT  (+/- 180 meters Scaled)
 BJ3447
 BJ3447                          SUPERSEDED SURVEY CONTROL
 BJ3447
 BJ3447.No superseded survey control is available for this station.
 BJ3447
 BJ3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ906147(NAD 83)
 BJ3447_MARKER: DB = BENCH MARK DISK
 BJ3447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3447_SP_SET: CONCRETE POST
 BJ3447_STAMPING: 19V16 1983
 BJ3447_MARK LOGO: LADH  
 BJ3447_PROJECTION: FLUSH
 BJ3447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3447+STABILITY: SURFACE MOTION
 BJ3447
 BJ3447  HISTORY     - Date     Condition        Report By
 BJ3447  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3447
 BJ3447                          STATION DESCRIPTION
 BJ3447
 BJ3447'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3447'2.2 KM (1.4 MI) SOUTH FROM CLINTON.
 BJ3447'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3447'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3447'ON HIGHWAY 67 FOR ABOUT 1.9 KM (1.2 MILES) TO THE BENCH MARK ON THE
 BJ3447'RIGHT SET NEAR THE GRAVES CHEVROLET DEALERSHIP, 21.8 METERS (71.5
 BJ3447'FEET) SOUTHWEST OF THE CENTER OF HIGHWAY 67, 18.3 METERS (60 FEET)
 BJ3447'NORTH OF THE NORTHEAST CORNER OF THE DEALERSHIP, 9 METERS (29.5 FEET)
 BJ3447'SOUTHWEST OF A POWER POLE, 6.4 METERS (21 FEET) WEST OF A FIRE
 BJ3447'HYDRANT.
 BJ3447'THE MARK IS 1.22 METERS  SW FROM A WITNESS POST.
 BJ3447'THE MARK IS 0.61 M ABOVE HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3442 ***********************************************************************
 BJ3442  DESIGNATION -  19 V 17 LADH
 BJ3442  PID         -  BJ3442
 BJ3442  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3442  USGS QUAD   -  CLINTON (1994)
 BJ3442
 BJ3442                         *CURRENT SURVEY CONTROL
 BJ3442  ___________________________________________________________________
 BJ3442* NAD 83(1986)-  30 51 44.     (N)    091 01 53.     (W)     SCALED    
 BJ3442* NAVD 88     -        53.657  (meters)     176.04   (feet)  ADJUSTED  
 BJ3442  ___________________________________________________________________
 BJ3442  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3442  DYNAMIC HT  -          53.588 (meters)     175.81  (feet)  COMP
 BJ3442  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3442
 BJ3442  VERT ORDER  -  SECOND    CLASS I
 BJ3442
 BJ3442.The horizontal coordinates were scaled from a topographic map and have
 BJ3442.an estimated accuracy of +/- 6 seconds.
 BJ3442
 BJ3442.The orthometric height was determined by differential leveling
 BJ3442.and adjusted by the National Geodetic Survey in February 1994..
 BJ3442
 BJ3442.The geoid height was determined by GEOID03.
 BJ3442
 BJ3442.The dynamic height is computed by dividing the NAVD 88
 BJ3442.geopotential number by the normal gravity value computed on the
 BJ3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3442.degrees latitude (g = 980.6199 gals.).
 BJ3442
 BJ3442.The modeled gravity was interpolated from observed gravity values.
 BJ3442
 BJ3442;                    North         East    Units  Estimated Accuracy
 BJ3442;SPC LA S     -   261,890.    1,028,880.      MT  (+/- 180 meters Scaled)
 BJ3442
 BJ3442                          SUPERSEDED SURVEY CONTROL
 BJ3442
 BJ3442.No superseded survey control is available for this station.
 BJ3442
 BJ3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ882159(NAD 83)
 BJ3442_MARKER: DB = BENCH MARK DISK
 BJ3442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3442_SP_SET: CONCRETE POST
 BJ3442_STAMPING: 19V17 1983
 BJ3442_MARK LOGO: LADH  
 BJ3442_PROJECTION: FLUSH
 BJ3442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3442+STABILITY: SURFACE MOTION
 BJ3442
 BJ3442  HISTORY     - Date     Condition        Report By
 BJ3442  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3442
 BJ3442                          STATION DESCRIPTION
 BJ3442
 BJ3442'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3442'1.6 KM (1 MI) WEST FROM CLINTON.
 BJ3442'ABOUT 1.6 KM (1 MILE) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3442'CLINTON TO THE BENCH MARK ON THE LEFT SET NEAR A WHITE BOARD FENCE,
 BJ3442'20.9 METERS (68.5 FEET) SOUTHWEST OF THE CENTER OF HIGHWAY 10, 11.3
 BJ3442'METERS (37 FEET) SOUTH-SOUTHWEST OF THE WEST END OF A METAL CULVERT,
 BJ3442'9.9 METERS (32.5 FEET) SOUTHEAST OF THE CENTER OF GRAVEL DRIVE LEADING
 BJ3442'INTO FIELD, 4.7 METERS (15.5 FEET) SOUTH-SOUTHEAST OF A 14-INCH RED
 BJ3442'OAK TREE, 0.8 METER (2.5 FEET) NORTH-NORTHWEST OF A BOARD FENCE.
 BJ3442'THE MARK IS 0.61 METERS  NNW FROM A WITNESS POST.
 BJ3442'THE MARK IS 1.83 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3441 ***********************************************************************
 BJ3441  DESIGNATION -  19 V 18 LADH
 BJ3441  PID         -  BJ3441
 BJ3441  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3441  USGS QUAD   -  CLINTON (1994)
 BJ3441
 BJ3441                         *CURRENT SURVEY CONTROL
 BJ3441  ___________________________________________________________________
 BJ3441* NAD 83(1986)-  30 51 30.     (N)    091 02 51.     (W)     SCALED    
 BJ3441* NAVD 88     -        63.761  (meters)     209.19   (feet)  ADJUSTED  
 BJ3441  ___________________________________________________________________
 BJ3441  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3441  DYNAMIC HT  -          63.678 (meters)     208.92  (feet)  COMP
 BJ3441  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3441
 BJ3441  VERT ORDER  -  SECOND    CLASS I
 BJ3441
 BJ3441.The horizontal coordinates were scaled from a topographic map and have
 BJ3441.an estimated accuracy of +/- 6 seconds.
 BJ3441
 BJ3441.The orthometric height was determined by differential leveling
 BJ3441.and adjusted by the National Geodetic Survey in February 1994..
 BJ3441
 BJ3441.The geoid height was determined by GEOID03.
 BJ3441
 BJ3441.The dynamic height is computed by dividing the NAVD 88
 BJ3441.geopotential number by the normal gravity value computed on the
 BJ3441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3441.degrees latitude (g = 980.6199 gals.).
 BJ3441
 BJ3441.The modeled gravity was interpolated from observed gravity values.
 BJ3441
 BJ3441;                    North         East    Units  Estimated Accuracy
 BJ3441;SPC LA S     -   261,450.    1,027,340.      MT  (+/- 180 meters Scaled)
 BJ3441
 BJ3441                          SUPERSEDED SURVEY CONTROL
 BJ3441
 BJ3441.No superseded survey control is available for this station.
 BJ3441
 BJ3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ866155(NAD 83)
 BJ3441_MARKER: DB = BENCH MARK DISK
 BJ3441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3441_SP_SET: CONCRETE POST
 BJ3441_STAMPING: 19V18 1983
 BJ3441_MARK LOGO: LADH  
 BJ3441_PROJECTION: FLUSH
 BJ3441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3441+STABILITY: SURFACE MOTION
 BJ3441
 BJ3441  HISTORY     - Date     Condition        Report By
 BJ3441  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3441
 BJ3441                          STATION DESCRIPTION
 BJ3441
 BJ3441'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3441'3.2 KM (2.0 MI) WEST FROM CLINTON.
 BJ3441'ABOUT 3.2 KM (2 MILES) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3441'CLINTON TO A POWER RELAY STATION ON THE RIGHT WITH THE BENCH MARK SET
 BJ3441'NEAR THE SOUTHWEST CORNER OF RELAY STATION, 16.8 METERS (55 FEET)
 BJ3441'NORTHWEST OF THE CENTER OF HIGHWAY 10, 9.8 METERS (32 FEET)
 BJ3441'WEST-NORTHWEST OF WEST END OF CONCRETE CULVERT UNDER DRIVE INTO RELAY
 BJ3441'STATION, 4.9 METERS (16 FEET) NORTHEAST OF A POWER POLE, 4 METERS (13
 BJ3441'FEET) WEST-SOUTHWEST OF A POWER POLE, 0.6 METER (2 FEET) WEST OF THE
 BJ3441'SOUTHWEST CORNER OF CHAIN LINK FENCE AROUND RELAY STATION.
 BJ3441'THE MARK IS 0.61 METERS  SSE FROM A WITNESS POST.
 BJ3441'THE MARK IS 1.83 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3440 ***********************************************************************
 BJ3440  DESIGNATION -  19 V 19 LADH
 BJ3440  PID         -  BJ3440
 BJ3440  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3440  USGS QUAD   -  CLINTON (1994)
 BJ3440
 BJ3440                         *CURRENT SURVEY CONTROL
 BJ3440  ___________________________________________________________________
 BJ3440* NAD 83(1986)-  30 51 27.     (N)    091 03 50.     (W)     SCALED    
 BJ3440* NAVD 88     -        75.947  (meters)     249.17   (feet)  ADJUSTED  
 BJ3440  ___________________________________________________________________
 BJ3440  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3440  DYNAMIC HT  -          75.849 (meters)     248.85  (feet)  COMP
 BJ3440  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3440
 BJ3440  VERT ORDER  -  SECOND    CLASS I
 BJ3440
 BJ3440.The horizontal coordinates were scaled from a topographic map and have
 BJ3440.an estimated accuracy of +/- 6 seconds.
 BJ3440
 BJ3440.The orthometric height was determined by differential leveling
 BJ3440.and adjusted by the National Geodetic Survey in February 1994..
 BJ3440
 BJ3440.The geoid height was determined by GEOID03.
 BJ3440
 BJ3440.The dynamic height is computed by dividing the NAVD 88
 BJ3440.geopotential number by the normal gravity value computed on the
 BJ3440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3440.degrees latitude (g = 980.6199 gals.).
 BJ3440
 BJ3440.The modeled gravity was interpolated from observed gravity values.
 BJ3440
 BJ3440;                    North         East    Units  Estimated Accuracy
 BJ3440;SPC LA S     -   261,360.    1,025,770.      MT  (+/- 180 meters Scaled)
 BJ3440
 BJ3440                          SUPERSEDED SURVEY CONTROL
 BJ3440
 BJ3440.No superseded survey control is available for this station.
 BJ3440
 BJ3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ851154(NAD 83)
 BJ3440_MARKER: DB = BENCH MARK DISK
 BJ3440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3440_SP_SET: CONCRETE POST
 BJ3440_STAMPING: 19V19 1983
 BJ3440_MARK LOGO: LADH  
 BJ3440_PROJECTION: FLUSH
 BJ3440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3440+STABILITY: SURFACE MOTION
 BJ3440
 BJ3440  HISTORY     - Date     Condition        Report By
 BJ3440  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3440
 BJ3440                          STATION DESCRIPTION
 BJ3440
 BJ3440'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3440'4.7 KM (2.9 MI) WEST FROM CLINTON.
 BJ3440'ABOUT 4.7 KM (2.9 MILES) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3440'IN CLINTON TO THE BENCH MARK ON THE LEFT SET NEAR A TWIN TRUNK PECAN
 BJ3440'TREE, 16.8 METERS (55 FEET) SOUTH OF THE CENTER OF HIGHWAY 10, 13.7
 BJ3440'METERS (45 FEET) SOUTH-SOUTHWEST OF THE SOUTH END OF A CONCRETE
 BJ3440'CULVERT UNDER HIGHWAY 10, 5.2 METERS (17 FEET) EAST OF A TWIN TRUNK
 BJ3440'PECAN TREE, 0.3 METER (1 FOOT) NORTH OF A FENCE.
 BJ3440'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3440'THE MARK IS 1.22 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5309 ***********************************************************************
 BJ5309  DESIGNATION -  19 V 19 RESET
 BJ5309  PID         -  BJ5309
 BJ5309  STATE/COUNTY-  LA/EAST FELICIANA
 BJ5309  USGS QUAD   -  CLINTON (1994)
 BJ5309
 BJ5309                         *CURRENT SURVEY CONTROL
 BJ5309  ___________________________________________________________________
 BJ5309* NAD 83(1986)-  30 51 27.     (N)    091 03 50.     (W)     SCALED    
 BJ5309* NAVD 88     -        75.97   (meters)     249.2    (feet)  RESET     
 BJ5309  ___________________________________________________________________
 BJ5309  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ5309
 BJ5309  VERT ORDER  -  THIRD
 BJ5309
 BJ5309.The horizontal coordinates were scaled from a topographic map and have
 BJ5309.an estimated accuracy of +/- 6 seconds.
 BJ5309
 BJ5309.The orthometric height was computed from unverified reset data.
 BJ5309.No vertical observational check was made to the station.
 BJ5309
 BJ5309.The geoid height was determined by GEOID03.
 BJ5309
 BJ5309;                    North         East    Units  Estimated Accuracy
 BJ5309;SPC LA S     -   261,360.    1,025,770.      MT  (+/- 180 meters Scaled)
 BJ5309
 BJ5309                          SUPERSEDED SURVEY CONTROL
 BJ5309
 BJ5309.No superseded survey control is available for this station.
 BJ5309
 BJ5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ851154(NAD 83)
 BJ5309_MARKER: DD = SURVEY DISK
 BJ5309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5309_SP_SET: CONCRETE POST
 BJ5309_STAMPING: 19 V 19 RESET 1986
 BJ5309_MARK LOGO: LADTD 
 BJ5309_PROJECTION: FLUSH
 BJ5309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5309+STABILITY: SURFACE MOTION
 BJ5309
 BJ5309  HISTORY     - Date     Condition        Report By
 BJ5309  HISTORY     - 1986     MONUMENTED       LADTD
 BJ5309
 BJ5309                          STATION DESCRIPTION
 BJ5309
 BJ5309'DESCRIBED BY LA TRANSP AND DEV 1986
 BJ5309'4.3 KM (2.65 MI) WEST FROM CLINTON.
 BJ5309'4.7 KM (2.90 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ5309'CLINTON TO THE BENCH MARK ON THE LEFT NEAR A TWIN TRUNK PECAN TREE AT
 BJ5309'ROLLING HILLS FARM, 24.7 M (81.0 FT) EAST OF A TWIN TRUNK PECAN TREE,
 BJ5309'17.2 M (56.4 FT) SOUTH OF THE CENTER OF HIGHWAY 10, 16.8 M (55.1 FT)
 BJ5309'SOUTHEAST OF THE CENTER OF THE SOUTH END OF A CONCRETE CULVERT UNDER
 BJ5309'HIGHWAY 10, 10.5 M (34.4 FT) WEST OF THE CENTER OF A PRIVATE DRIVE
 BJ5309'LEADING SOUTH AND 0.3 M (1.0 FT) NORTH OF A FENCE.
 BJ5309'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 BJ5309'THE MARK IS 1.22 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3496 ***********************************************************************
 BJ3496  DESIGNATION -  19 V 2 LADH
 BJ3496  PID         -  BJ3496
 BJ3496  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3496  USGS QUAD   -  PRIDE (1980)
 BJ3496
 BJ3496                         *CURRENT SURVEY CONTROL
 BJ3496  ___________________________________________________________________
 BJ3496* NAD 83(1986)-  30 43 58.     (N)    090 58 17.     (W)     SCALED    
 BJ3496* NAVD 88     -        40.533  (meters)     132.98   (feet)  ADJUSTED  
 BJ3496  ___________________________________________________________________
 BJ3496  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3496  DYNAMIC HT  -          40.480 (meters)     132.81  (feet)  COMP
 BJ3496  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ3496
 BJ3496  VERT ORDER  -  SECOND    CLASS I
 BJ3496
 BJ3496.The horizontal coordinates were scaled from a topographic map and have
 BJ3496.an estimated accuracy of +/- 6 seconds.
 BJ3496
 BJ3496.The orthometric height was determined by differential leveling
 BJ3496.and adjusted by the National Geodetic Survey in February 1994..
 BJ3496
 BJ3496.The geoid height was determined by GEOID03.
 BJ3496
 BJ3496.The dynamic height is computed by dividing the NAVD 88
 BJ3496.geopotential number by the normal gravity value computed on the
 BJ3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3496.degrees latitude (g = 980.6199 gals.).
 BJ3496
 BJ3496.The modeled gravity was interpolated from observed gravity values.
 BJ3496
 BJ3496;                    North         East    Units  Estimated Accuracy
 BJ3496;SPC LA S     -   247,550.    1,034,660.      MT  (+/- 180 meters Scaled)
 BJ3496
 BJ3496                          SUPERSEDED SURVEY CONTROL
 BJ3496
 BJ3496.No superseded survey control is available for this station.
 BJ3496
 BJ3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ942017(NAD 83)
 BJ3496_MARKER: DB = BENCH MARK DISK
 BJ3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3496_SP_SET: CONCRETE POST
 BJ3496_STAMPING: 19V2 1983
 BJ3496_MARK LOGO: LADH  
 BJ3496_PROJECTION: FLUSH
 BJ3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3496+STABILITY: SURFACE MOTION
 BJ3496
 BJ3496  HISTORY     - Date     Condition        Report By
 BJ3496  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3496
 BJ3496                          STATION DESCRIPTION
 BJ3496
 BJ3496'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3496'5.3 KM (3.3 MI) NORTH FROM PRIDE.
 BJ3496'ABOUT 5.3 KM (3.3 MILES) NORTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3496'OFFICE IN PRIDE TO THE BENCH MARK ON THE LEFT, 21.6 METERS (71 FEET)
 BJ3496'NORTHWEST OF A RIGHT-OF-WAY MARKER, 18 METERS (59 FEET) WEST-SOUTHWEST
 BJ3496'OF THE CENTER OF HIGHWAY 409, 10.4 METERS (34 FEET) WEST OF THE NORTH
 BJ3496'END OF A CEMENT CULVERT UNDER HIGHWAY 409, 0.6 METER (2 FEET)
 BJ3496'SOUTH-SOUTHEAST OF A POWERPOLE WITH LIGHT.
 BJ3496'THE MARK IS 0.46 METERS  SSE FROM A WITNESS POST.
 BJ3496'THE MARK IS 1.22 M BELOW HIGHWAY 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3436 ***********************************************************************
 BJ3436  DESIGNATION -  19 V 20 LADH
 BJ3436  PID         -  BJ3436
 BJ3436  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3436  USGS QUAD   -  CLINTON (1994)
 BJ3436
 BJ3436                         *CURRENT SURVEY CONTROL
 BJ3436  ___________________________________________________________________
 BJ3436* NAD 83(1986)-  30 51 29.     (N)    091 04 45.     (W)     SCALED    
 BJ3436* NAVD 88     -        76.124  (meters)     249.75   (feet)  ADJUSTED  
 BJ3436  ___________________________________________________________________
 BJ3436  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3436  DYNAMIC HT  -          76.026 (meters)     249.43  (feet)  COMP
 BJ3436  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BJ3436
 BJ3436  VERT ORDER  -  SECOND    CLASS I
 BJ3436
 BJ3436.The horizontal coordinates were scaled from a topographic map and have
 BJ3436.an estimated accuracy of +/- 6 seconds.
 BJ3436
 BJ3436.The orthometric height was determined by differential leveling
 BJ3436.and adjusted by the National Geodetic Survey in February 1994..
 BJ3436
 BJ3436.The geoid height was determined by GEOID03.
 BJ3436
 BJ3436.The dynamic height is computed by dividing the NAVD 88
 BJ3436.geopotential number by the normal gravity value computed on the
 BJ3436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3436.degrees latitude (g = 980.6199 gals.).
 BJ3436
 BJ3436.The modeled gravity was interpolated from observed gravity values.
 BJ3436
 BJ3436;                    North         East    Units  Estimated Accuracy
 BJ3436;SPC LA S     -   261,410.    1,024,310.      MT  (+/- 180 meters Scaled)
 BJ3436
 BJ3436                          SUPERSEDED SURVEY CONTROL
 BJ3436
 BJ3436.No superseded survey control is available for this station.
 BJ3436
 BJ3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ836154(NAD 83)
 BJ3436_MARKER: DB = BENCH MARK DISK
 BJ3436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3436_SP_SET: CONCRETE POST
 BJ3436_STAMPING: 19V20 1983
 BJ3436_MARK LOGO: LADH  
 BJ3436_PROJECTION: FLUSH
 BJ3436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3436+STABILITY: SURFACE MOTION
 BJ3436
 BJ3436  HISTORY     - Date     Condition        Report By
 BJ3436  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3436
 BJ3436                          STATION DESCRIPTION
 BJ3436
 BJ3436'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3436'6.1 KM (3.8 MI) WEST FROM CLINTON.
 BJ3436'ABOUT 6.1 KM (3.8 MILES) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3436'IN CLINTON TO THE Y-JUNCTION OF STATE HIGHWAY 963 ON THE RIGHT WITH
 BJ3436'THE BENCH MARK SET BETWEEN THE TWO HIGHWAYS,  15.5 METERS (51 FEET)
 BJ3436'NORTH OF THE CENTER OF HIGHWAY 10, 13.9 METERS (45.5 FEET)
 BJ3436'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 963, 6.4 METERS (21 FEET)
 BJ3436'SOUTH OF A RIGHT-OF-WAY MARKER, 5.2 METERS (17 FEET) EAST-NORTHEAST OF
 BJ3436'A RIGHT-OF-WAY MARKER.
 BJ3436'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 BJ3436'THE MARK IS 0.30 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3435 ***********************************************************************
 BJ3435  DESIGNATION -  19 V 21 LADH
 BJ3435  PID         -  BJ3435
 BJ3435  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3435  USGS QUAD   -  CLINTON (1994)
 BJ3435
 BJ3435                         *CURRENT SURVEY CONTROL
 BJ3435  ___________________________________________________________________
 BJ3435* NAD 83(1986)-  30 51 46.     (N)    091 05 36.     (W)     SCALED    
 BJ3435* NAVD 88     -        75.976  (meters)     249.26   (feet)  ADJUSTED  
 BJ3435  ___________________________________________________________________
 BJ3435  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3435  DYNAMIC HT  -          75.878 (meters)     248.94  (feet)  COMP
 BJ3435  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 BJ3435
 BJ3435  VERT ORDER  -  SECOND    CLASS I
 BJ3435
 BJ3435.The horizontal coordinates were scaled from a topographic map and have
 BJ3435.an estimated accuracy of +/- 6 seconds.
 BJ3435
 BJ3435.The orthometric height was determined by differential leveling
 BJ3435.and adjusted by the National Geodetic Survey in February 1994..
 BJ3435
 BJ3435.The geoid height was determined by GEOID03.
 BJ3435
 BJ3435.The dynamic height is computed by dividing the NAVD 88
 BJ3435.geopotential number by the normal gravity value computed on the
 BJ3435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3435.degrees latitude (g = 980.6199 gals.).
 BJ3435
 BJ3435.The modeled gravity was interpolated from observed gravity values.
 BJ3435
 BJ3435;                    North         East    Units  Estimated Accuracy
 BJ3435;SPC LA S     -   261,930.    1,022,960.      MT  (+/- 180 meters Scaled)
 BJ3435
 BJ3435                          SUPERSEDED SURVEY CONTROL
 BJ3435
 BJ3435.No superseded survey control is available for this station.
 BJ3435
 BJ3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ822159(NAD 83)
 BJ3435_MARKER: DB = BENCH MARK DISK
 BJ3435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3435_SP_SET: CONCRETE POST
 BJ3435_STAMPING: 19V21 LADH
 BJ3435_MARK LOGO: LADH  
 BJ3435_PROJECTION: FLUSH
 BJ3435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3435+STABILITY: SURFACE MOTION
 BJ3435
 BJ3435  HISTORY     - Date     Condition        Report By
 BJ3435  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3435
 BJ3435                          STATION DESCRIPTION
 BJ3435
 BJ3435'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3435'4 KM (2.5 MI) NE FROM MCMANUS.
 BJ3435'ABOUT 6.1 KM (3.8 MILES) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3435'IN CLINTON TO THE Y-JUNCTION OF STATE HIGHWAY 963 ON THE RIGHT, THENCE
 BJ3435'NORTHWEST ON HIGHWAY 963 FOR ABOUT 1.4 KM (0.9 MILE) TO THE BENCH MARK
 BJ3435'ON THE RIGHT SET NEAR A DRIVEWAY ENTRANCE, 12.5 METERS (41 FEET) EAST
 BJ3435'OF THE EAST END OF METAL CULVERT UNDER DRIVE, 10.7 METERS (35 FEET)
 BJ3435'NORTHEAST OF THE CENTER OF HIGHWAY 963, 6.4 METERS (21 FEET) SOUTH OF
 BJ3435'THE CENTER OF THE DRIVE, 4.6 METERS (15 FEET) SOUTHWEST OF THE CENTER
 BJ3435'OF THE SOUTH DRIVEWAY BRICK COLUMN.
 BJ3435'THE MARK IS 2.13 METERS  WNW FROM A WITNESS POST.
 BJ3435'THE MARK IS 0.61 M BELOW HIGHWAY 963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3434 ***********************************************************************
 BJ3434  DESIGNATION -  19 V 22 LADH
 BJ3434  PID         -  BJ3434
 BJ3434  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3434  USGS QUAD   -  CLINTON (1994)
 BJ3434
 BJ3434                         *CURRENT SURVEY CONTROL
 BJ3434  ___________________________________________________________________
 BJ3434* NAD 83(1986)-  30 52 05.     (N)    091 06 17.     (W)     SCALED    
 BJ3434* NAVD 88     -        80.189  (meters)     263.09   (feet)  ADJUSTED  
 BJ3434  ___________________________________________________________________
 BJ3434  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3434  DYNAMIC HT  -          80.085 (meters)     262.75  (feet)  COMP
 BJ3434  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BJ3434
 BJ3434  VERT ORDER  -  SECOND    CLASS I
 BJ3434
 BJ3434.The horizontal coordinates were scaled from a topographic map and have
 BJ3434.an estimated accuracy of +/- 6 seconds.
 BJ3434
 BJ3434.The orthometric height was determined by differential leveling
 BJ3434.and adjusted by the National Geodetic Survey in February 1994..
 BJ3434
 BJ3434.The geoid height was determined by GEOID03.
 BJ3434
 BJ3434.The dynamic height is computed by dividing the NAVD 88
 BJ3434.geopotential number by the normal gravity value computed on the
 BJ3434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3434.degrees latitude (g = 980.6199 gals.).
 BJ3434
 BJ3434.The modeled gravity was interpolated from observed gravity values.
 BJ3434
 BJ3434;                    North         East    Units  Estimated Accuracy
 BJ3434;SPC LA S     -   262,520.    1,021,860.      MT  (+/- 180 meters Scaled)
 BJ3434
 BJ3434                          SUPERSEDED SURVEY CONTROL
 BJ3434
 BJ3434.No superseded survey control is available for this station.
 BJ3434
 BJ3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ811165(NAD 83)
 BJ3434_MARKER: DB = BENCH MARK DISK
 BJ3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3434_SP_SET: CONCRETE POST
 BJ3434_STAMPING: 19V22 1983
 BJ3434_MARK LOGO: LADH  
 BJ3434_PROJECTION: FLUSH
 BJ3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3434+STABILITY: SURFACE MOTION
 BJ3434
 BJ3434  HISTORY     - Date     Condition        Report By
 BJ3434  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3434
 BJ3434                          STATION DESCRIPTION
 BJ3434
 BJ3434'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3434'4 KM (2.5 MI) NE FROM MCMANUS.
 BJ3434'ABOUT 6.1 KM (3.8 MILES) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE.
 BJ3434'IN CLINTON TO THE Y-JUNCTION OF STATE HIGHWAY 963 ON THE RIGHT, THENCE
 BJ3434'NORTHWEST ON HIGHWAY 963 FOR ABOUT 2.7 KM (1.7 MILES) TO A GRAVEL
 BJ3434'FIELD ROAD WITH THE BENCH MARK ON THE LEFT AND WEST OF THE FIELD ROAD,
 BJ3434'20.1 METERS (66 FEET) WEST-SOUTHWEST OF THE SOUTH END OF A CONCRETE
 BJ3434'CULVERT UNDER HIGHWAY 963, 9.1 METERS (30 FEET) SOUTH OF THE CENTER OF
 BJ3434'HIGHWAY 963, 6.4 METERS (21 FEET) WEST OF THE CENTER OF THE FIELD
 BJ3434'ROAD, 4.9 METERS (16 FEET) EAST-NORTHEAST OF A 26-INCH WATER OAK TREE,
 BJ3434'1.5 METERS (5 FEET) NORTHWEST OF A 12-INCH PINE TREE.
 BJ3434'THE MARK IS 1.22 METERS  N FROM A WITNESS POST.
 BJ3434'THE MARK IS 0.61 M BELOW HIGHWAY 963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3433 ***********************************************************************
 BJ3433  DESIGNATION -  19 V 23 LADH
 BJ3433  PID         -  BJ3433
 BJ3433  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3433  USGS QUAD   -  CLINTON (1994)
 BJ3433
 BJ3433                         *CURRENT SURVEY CONTROL
 BJ3433  ___________________________________________________________________
 BJ3433* NAD 83(1986)-  30 52 06.     (N)    091 07 16.     (W)     SCALED    
 BJ3433* NAVD 88     -        62.886  (meters)     206.32   (feet)  ADJUSTED  
 BJ3433  ___________________________________________________________________
 BJ3433  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3433  DYNAMIC HT  -          62.805 (meters)     206.05  (feet)  COMP
 BJ3433  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BJ3433
 BJ3433  VERT ORDER  -  SECOND    CLASS I
 BJ3433
 BJ3433.The horizontal coordinates were scaled from a topographic map and have
 BJ3433.an estimated accuracy of +/- 6 seconds.
 BJ3433
 BJ3433.The orthometric height was determined by differential leveling
 BJ3433.and adjusted by the National Geodetic Survey in February 1994..
 BJ3433
 BJ3433.The geoid height was determined by GEOID03.
 BJ3433
 BJ3433.The dynamic height is computed by dividing the NAVD 88
 BJ3433.geopotential number by the normal gravity value computed on the
 BJ3433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3433.degrees latitude (g = 980.6199 gals.).
 BJ3433
 BJ3433.The modeled gravity was interpolated from observed gravity values.
 BJ3433
 BJ3433;                    North         East    Units  Estimated Accuracy
 BJ3433;SPC LA S     -   262,550.    1,020,300.      MT  (+/- 180 meters Scaled)
 BJ3433
 BJ3433                          SUPERSEDED SURVEY CONTROL
 BJ3433
 BJ3433.No superseded survey control is available for this station.
 BJ3433
 BJ3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ796165(NAD 83)
 BJ3433_MARKER: DB = BENCH MARK DISK
 BJ3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3433_SP_SET: CONCRETE POST
 BJ3433_STAMPING: 19V23 1983
 BJ3433_MARK LOGO: LADH  
 BJ3433_PROJECTION: FLUSH
 BJ3433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3433+STABILITY: SURFACE MOTION
 BJ3433
 BJ3433  HISTORY     - Date     Condition        Report By
 BJ3433  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3433
 BJ3433                          STATION DESCRIPTION
 BJ3433
 BJ3433'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3433'3.2 KM (2 MI) NORTH FROM MCMANUS.
 BJ3433'ABOUT 0.2 KM (0.1 MILE) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE
 BJ3433'IN SLAUGHTER TO THE JUNCTION OF STATE HIGHWAY 19, THENCE NORTH ON
 BJ3433'HIGHWAY 19 FOR ABOUT 17.4 KM (10.8 MILES) TO THE JUNCTION WITH STATE
 BJ3433'HIGHWAY 963 WITH THE BENCH MARK SET IN THE NORTHEAST QUADRANT OF THE
 BJ3433'JUNCTION, 34.1 METERS (112 FEET) EAST OF THE CENTER OF HIGHWAY 19,
 BJ3433'24.7 METERS (81 FEET) NORTH OF THE CENTER OF HIGHWAY 963, 6.4 METERS
 BJ3433'(21 FEET) WEST-NORTHWEST OF A TELEPHONE REPAIR BOX, 1.5 METERS (5
 BJ3433'FEET) WEST-SOUTHWEST OF A 5-STRAND BARB WIRE FENCE.
 BJ3433'THE MARK IS 0.61 METERS  WSW FROM A WITNESS POST.
 BJ3433'THE MARK IS 1.52 M BELOW HIGHWAY 963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3448 ***********************************************************************
 BJ3448  DESIGNATION -  19 V 24 LADH
 BJ3448  PID         -  BJ3448
 BJ3448  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3448  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3448
 BJ3448                         *CURRENT SURVEY CONTROL
 BJ3448  ___________________________________________________________________
 BJ3448* NAD 83(1986)-  30 50 19.     (N)    090 59 48.     (W)     SCALED    
 BJ3448* NAVD 88     -        78.767  (meters)     258.42   (feet)  ADJUSTED  
 BJ3448  ___________________________________________________________________
 BJ3448  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3448  DYNAMIC HT  -          78.665 (meters)     258.09  (feet)  COMP
 BJ3448  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3448
 BJ3448  VERT ORDER  -  SECOND    CLASS I
 BJ3448
 BJ3448.The horizontal coordinates were scaled from a topographic map and have
 BJ3448.an estimated accuracy of +/- 6 seconds.
 BJ3448
 BJ3448.The orthometric height was determined by differential leveling
 BJ3448.and adjusted by the National Geodetic Survey in February 1994..
 BJ3448
 BJ3448.The geoid height was determined by GEOID03.
 BJ3448
 BJ3448.The dynamic height is computed by dividing the NAVD 88
 BJ3448.geopotential number by the normal gravity value computed on the
 BJ3448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3448.degrees latitude (g = 980.6199 gals.).
 BJ3448
 BJ3448.The modeled gravity was interpolated from observed gravity values.
 BJ3448
 BJ3448;                    North         East    Units  Estimated Accuracy
 BJ3448;SPC LA S     -   259,280.    1,032,210.      MT  (+/- 180 meters Scaled)
 BJ3448
 BJ3448                          SUPERSEDED SURVEY CONTROL
 BJ3448
 BJ3448.No superseded survey control is available for this station.
 BJ3448
 BJ3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ915134(NAD 83)
 BJ3448_MARKER: DB = BENCH MARK DISK
 BJ3448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3448_SP_SET: CONCRETE POST
 BJ3448_STAMPING: 19V24 1984
 BJ3448_MARK LOGO: LADH  
 BJ3448_PROJECTION: FLUSH
 BJ3448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3448+STABILITY: SURFACE MOTION
 BJ3448
 BJ3448  HISTORY     - Date     Condition        Report By
 BJ3448  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3448
 BJ3448                          STATION DESCRIPTION
 BJ3448
 BJ3448'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3448'3.8 KM (2.4 MI) SE FROM CLINTON.
 BJ3448'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAY 10 AND 67 FROM THE
 BJ3448'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3448'ON HIGHWAY 67 FOR ABOUT 3.5 KM (2.2 MILES) TO THE BENCH MARK ON THE
 BJ3448'LEFT AND NORTH OF A GRAVEL ROAD SET NEAR A RIGHT-OF-WAY MARKER, 18.6
 BJ3448'METERS (61 FEET) SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 67, 9.1
 BJ3448'METERS (30 FEET) NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 5.2 METERS
 BJ3448'(17 FEET) EAST-NORTHEAST OF A 24-INCH PINE TREE, 1.2 METERS (4 FEET)
 BJ3448'WEST-SOUTHWEST OF A RIGHT-OF-WAY MARKER.
 BJ3448'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 BJ3448'THE MARK IS 1.52 M ABOVE HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3449 ***********************************************************************
 BJ3449  DESIGNATION -  19 V 25 LADH
 BJ3449  PID         -  BJ3449
 BJ3449  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3449  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3449
 BJ3449                         *CURRENT SURVEY CONTROL
 BJ3449  ___________________________________________________________________
 BJ3449* NAD 83(1986)-  30 49 29.     (N)    090 59 59.     (W)     SCALED    
 BJ3449* NAVD 88     -        67.813  (meters)     222.48   (feet)  ADJUSTED  
 BJ3449  ___________________________________________________________________
 BJ3449  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3449  DYNAMIC HT  -          67.725 (meters)     222.19  (feet)  COMP
 BJ3449  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ3449
 BJ3449  VERT ORDER  -  SECOND    CLASS I
 BJ3449
 BJ3449.The horizontal coordinates were scaled from a topographic map and have
 BJ3449.an estimated accuracy of +/- 6 seconds.
 BJ3449
 BJ3449.The orthometric height was determined by differential leveling
 BJ3449.and adjusted by the National Geodetic Survey in February 1994..
 BJ3449
 BJ3449.The geoid height was determined by GEOID03.
 BJ3449
 BJ3449.The dynamic height is computed by dividing the NAVD 88
 BJ3449.geopotential number by the normal gravity value computed on the
 BJ3449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3449.degrees latitude (g = 980.6199 gals.).
 BJ3449
 BJ3449.The modeled gravity was interpolated from observed gravity values.
 BJ3449
 BJ3449;                    North         East    Units  Estimated Accuracy
 BJ3449;SPC LA S     -   257,740.    1,031,920.      MT  (+/- 180 meters Scaled)
 BJ3449
 BJ3449                          SUPERSEDED SURVEY CONTROL
 BJ3449
 BJ3449.No superseded survey control is available for this station.
 BJ3449
 BJ3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ913118(NAD 83)
 BJ3449_MARKER: DB = BENCH MARK DISK
 BJ3449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3449_SP_SET: CONCRETE POST
 BJ3449_STAMPING: 19V25 1984
 BJ3449_MARK LOGO: LADH  
 BJ3449_PROJECTION: FLUSH
 BJ3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3449+STABILITY: SURFACE MOTION
 BJ3449
 BJ3449  HISTORY     - Date     Condition        Report By
 BJ3449  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3449
 BJ3449                          STATION DESCRIPTION
 BJ3449
 BJ3449'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3449'5.3 KM (3.4 MI) SSE FROM CLINTON.
 BJ3449'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3449'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3449'ON HIGHWAY 67 FOR ABOUT 5 KM (3.1 MILES) TO THE BENCH MARK ON THE
 BJ3449'RIGHT SET NEAR A POWER POLE, 18 METERS (59 FEET) NORTH OF THE CENTER
 BJ3449'OF A BLACKTOP DRIVE, 16.2 METERS (53 FEET) NORTH-NORTHWEST OF THE
 BJ3449'NORTH END OF A METAL CULVERT UNDER THE DRIVE, 14.2 METERS (46.5 FEET)
 BJ3449'WEST OF THE CENTER OF HIGHWAY 67, 0.8 (2.5 FEET) EAST OF A POWER POLE.
 BJ3449'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3449'THE MARK IS 1.22 M ABOVE HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3450 ***********************************************************************
 BJ3450  DESIGNATION -  19 V 26 LADH
 BJ3450  PID         -  BJ3450
 BJ3450  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3450  USGS QUAD   -  CLINTON (1994)
 BJ3450
 BJ3450                         *CURRENT SURVEY CONTROL
 BJ3450  ___________________________________________________________________
 BJ3450* NAD 83(1986)-  30 48 40.     (N)    091 00 10.     (W)     SCALED    
 BJ3450* NAVD 88     -        72.596  (meters)     238.18   (feet)  ADJUSTED  
 BJ3450  ___________________________________________________________________
 BJ3450  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3450  DYNAMIC HT  -          72.502 (meters)     237.87  (feet)  COMP
 BJ3450  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BJ3450
 BJ3450  VERT ORDER  -  SECOND    CLASS I
 BJ3450
 BJ3450.The horizontal coordinates were scaled from a topographic map and have
 BJ3450.an estimated accuracy of +/- 6 seconds.
 BJ3450
 BJ3450.The orthometric height was determined by differential leveling
 BJ3450.and adjusted by the National Geodetic Survey in February 1994..
 BJ3450
 BJ3450.The geoid height was determined by GEOID03.
 BJ3450
 BJ3450.The dynamic height is computed by dividing the NAVD 88
 BJ3450.geopotential number by the normal gravity value computed on the
 BJ3450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3450.degrees latitude (g = 980.6199 gals.).
 BJ3450
 BJ3450.The modeled gravity was interpolated from observed gravity values.
 BJ3450
 BJ3450;                    North         East    Units  Estimated Accuracy
 BJ3450;SPC LA S     -   256,230.    1,031,630.      MT  (+/- 180 meters Scaled)
 BJ3450
 BJ3450                          SUPERSEDED SURVEY CONTROL
 BJ3450
 BJ3450.No superseded survey control is available for this station.
 BJ3450
 BJ3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ910103(NAD 83)
 BJ3450_MARKER: DB = BENCH MARK DISK
 BJ3450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3450_SP_SET: CONCRETE POST
 BJ3450_STAMPING: 19V26 1984
 BJ3450_MARK LOGO: LADH  
 BJ3450_PROJECTION: FLUSH
 BJ3450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3450+STABILITY: SURFACE MOTION
 BJ3450
 BJ3450  HISTORY     - Date     Condition        Report By
 BJ3450  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3450
 BJ3450                          STATION DESCRIPTION
 BJ3450
 BJ3450'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3450'6.9 KM (4.4 MI) SSE FROM CLINTON.
 BJ3450'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3450'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3450'ON HIGHWAY 67 FOR ABOUT 6.6 KM (4.1 MILES) TO THE BENCH MARK ON THE
 BJ3450'LEFT AND NORTH OF A GRAVEL DRIVE SET NEAR A FENCE, 17.7 METERS (58
 BJ3450'FEET) EAST OF THE CENTER OF HIGHWAY 67, 7.2 METERS (23.5 FEET) EAST OF
 BJ3450'THE NORTH END OF A METAL CULVERT UNDER THE DRIVE, 4.4 METERS (14.5
 BJ3450'FEET) NORTH-NORTHWEST OF THE CENTER OF THE GRAVEL DRIVE, 0.9 METERS (3
 BJ3450'FEET) WEST-NORTHWEST OF A 5-STRAND BARB WIRE FENCE.
 BJ3450'THE MARK IS 0.76 METERS  WNW FROM A WITNESS POST.
 BJ3450'THE MARK IS 1.22 M ABOVE HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3454 ***********************************************************************
 BJ3454  DESIGNATION -  19 V 27 LADH
 BJ3454  PID         -  BJ3454
 BJ3454  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3454  USGS QUAD   -  CLINTON (1994)
 BJ3454
 BJ3454                         *CURRENT SURVEY CONTROL
 BJ3454  ___________________________________________________________________
 BJ3454* NAD 83(1986)-  30 47 54.     (N)    091 00 27.     (W)     SCALED    
 BJ3454* NAVD 88     -        63.849  (meters)     209.48   (feet)  ADJUSTED  
 BJ3454  ___________________________________________________________________
 BJ3454  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3454  DYNAMIC HT  -          63.767 (meters)     209.21  (feet)  COMP
 BJ3454  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ3454
 BJ3454  VERT ORDER  -  SECOND    CLASS I
 BJ3454
 BJ3454.The horizontal coordinates were scaled from a topographic map and have
 BJ3454.an estimated accuracy of +/- 6 seconds.
 BJ3454
 BJ3454.The orthometric height was determined by differential leveling
 BJ3454.and adjusted by the National Geodetic Survey in February 1994..
 BJ3454
 BJ3454.The geoid height was determined by GEOID03.
 BJ3454
 BJ3454.The dynamic height is computed by dividing the NAVD 88
 BJ3454.geopotential number by the normal gravity value computed on the
 BJ3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3454.degrees latitude (g = 980.6199 gals.).
 BJ3454
 BJ3454.The modeled gravity was interpolated from observed gravity values.
 BJ3454
 BJ3454;                    North         East    Units  Estimated Accuracy
 BJ3454;SPC LA S     -   254,810.    1,031,180.      MT  (+/- 180 meters Scaled)
 BJ3454
 BJ3454                          SUPERSEDED SURVEY CONTROL
 BJ3454
 BJ3454.No superseded survey control is available for this station.
 BJ3454
 BJ3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ906089(NAD 83)
 BJ3454_MARKER: DB = BENCH MARK DISK
 BJ3454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3454_SP_SET: CONCRETE POST
 BJ3454_STAMPING: 19V27 1984
 BJ3454_MARK LOGO: LADH  
 BJ3454_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3454+STABILITY: SURFACE MOTION
 BJ3454
 BJ3454  HISTORY     - Date     Condition        Report By
 BJ3454  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3454
 BJ3454                          STATION DESCRIPTION
 BJ3454
 BJ3454'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3454'8.3 KM (5.2 MI) SSE FROM CLINTON.
 BJ3454'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAY 10 AND 67 FROM THE
 BJ3454'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3454'ON HIGHWAY 67 FOR ABOUT 8 KM (5 MILES) TO THE BENCH MARK ON THE RIGHT,
 BJ3454'AT THE PLANK ROAD BATIST CHURCH SET NEAR THE CHURCH SIGN, 23.2 METERS
 BJ3454'(76 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF PARSONAGE, 14.3
 BJ3454'METERS (47 FEET) WEST OF THE CENTER OF HIGHWAY 67, 3.8 METERS (12.5
 BJ3454'FEET) NORTH-NORTHWEST OF THE NORTH END OF CEMENT CULVERT, 2.1 METERS
 BJ3454'(7 FEET) WEST OF THE SOUTH END OF A CEMENT CULVERT.
 BJ3454'THE MARK IS 0.91 METERS  N FROM  THE EAST END OF CHURCH S
 BJ3454'THE MARK IS 0.61 M BELOW HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3455 ***********************************************************************
 BJ3455  DESIGNATION -  19 V 28 LADH
 BJ3455  PID         -  BJ3455
 BJ3455  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3455  USGS QUAD   -  CLINTON (1994)
 BJ3455
 BJ3455                         *CURRENT SURVEY CONTROL
 BJ3455  ___________________________________________________________________
 BJ3455* NAD 83(1986)-  30 47 15.     (N)    091 00 56.     (W)     SCALED    
 BJ3455* NAVD 88     -        64.580  (meters)     211.88   (feet)  ADJUSTED  
 BJ3455  ___________________________________________________________________
 BJ3455  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3455  DYNAMIC HT  -          64.496 (meters)     211.60  (feet)  COMP
 BJ3455  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ3455
 BJ3455  VERT ORDER  -  SECOND    CLASS I
 BJ3455
 BJ3455.The horizontal coordinates were scaled from a topographic map and have
 BJ3455.an estimated accuracy of +/- 6 seconds.
 BJ3455
 BJ3455.The orthometric height was determined by differential leveling
 BJ3455.and adjusted by the National Geodetic Survey in February 1994..
 BJ3455
 BJ3455.The geoid height was determined by GEOID03.
 BJ3455
 BJ3455.The dynamic height is computed by dividing the NAVD 88
 BJ3455.geopotential number by the normal gravity value computed on the
 BJ3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3455.degrees latitude (g = 980.6199 gals.).
 BJ3455
 BJ3455.The modeled gravity was interpolated from observed gravity values.
 BJ3455
 BJ3455;                    North         East    Units  Estimated Accuracy
 BJ3455;SPC LA S     -   253,610.    1,030,420.      MT  (+/- 180 meters Scaled)
 BJ3455
 BJ3455                          SUPERSEDED SURVEY CONTROL
 BJ3455
 BJ3455.No superseded survey control is available for this station.
 BJ3455
 BJ3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ898077(NAD 83)
 BJ3455_MARKER: DB = BENCH MARK DISK
 BJ3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3455_SP_SET: CONCRETE POST
 BJ3455_STAMPING: 19V28 1984
 BJ3455_MARK LOGO: LADH  
 BJ3455_PROJECTION: FLUSH
 BJ3455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3455+STABILITY: SURFACE MOTION
 BJ3455
 BJ3455  HISTORY     - Date     Condition        Report By
 BJ3455  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3455
 BJ3455                          STATION DESCRIPTION
 BJ3455
 BJ3455'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3455'9.8 KM (6.1 MI) SOUTH FROM CLINTON.
 BJ3455'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3455'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3455'ON HIGHWAY 67 FOR ABOUT 9.5 KM (5.9 MILES) TO THE BENCH MARK ON THE
 BJ3455'LEFT AND NORTH OF A CAR WASH, 18 METERS (59 FEET) EAST-SOUTHEAST OF
 BJ3455'THE CENTER OF HIGHWAY 67, 7.9 METERS (26 FEET) EAST OF THE NORTH END
 BJ3455'OF A CEMENT CULVERT UNDER DRIVE LEADING INTO CAR WASH, 1.5 METERS (5
 BJ3455'FEET) NORTH-NORTHEAST OF CORNER OF CHAIN LINK FENCE.
 BJ3455'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3455'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3456 ***********************************************************************
 BJ3456  DESIGNATION -  19 V 29 LADH
 BJ3456  PID         -  BJ3456
 BJ3456  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3456  USGS QUAD   -  CLINTON (1994)
 BJ3456
 BJ3456                         *CURRENT SURVEY CONTROL
 BJ3456  ___________________________________________________________________
 BJ3456* NAD 83(1986)-  30 46 31.     (N)    091 01 38.     (W)     SCALED    
 BJ3456* NAVD 88     -        53.992  (meters)     177.14   (feet)  ADJUSTED  
 BJ3456  ___________________________________________________________________
 BJ3456  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3456  DYNAMIC HT  -          53.922 (meters)     176.91  (feet)  COMP
 BJ3456  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ3456
 BJ3456  VERT ORDER  -  SECOND    CLASS I
 BJ3456
 BJ3456.The horizontal coordinates were scaled from a topographic map and have
 BJ3456.an estimated accuracy of +/- 6 seconds.
 BJ3456
 BJ3456.The orthometric height was determined by differential leveling
 BJ3456.and adjusted by the National Geodetic Survey in February 1994..
 BJ3456
 BJ3456.The geoid height was determined by GEOID03.
 BJ3456
 BJ3456.The dynamic height is computed by dividing the NAVD 88
 BJ3456.geopotential number by the normal gravity value computed on the
 BJ3456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3456.degrees latitude (g = 980.6199 gals.).
 BJ3456
 BJ3456.The modeled gravity was interpolated from observed gravity values.
 BJ3456
 BJ3456;                    North         East    Units  Estimated Accuracy
 BJ3456;SPC LA S     -   252,250.    1,029,300.      MT  (+/- 180 meters Scaled)
 BJ3456
 BJ3456                          SUPERSEDED SURVEY CONTROL
 BJ3456
 BJ3456.No superseded survey control is available for this station.
 BJ3456
 BJ3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ887063(NAD 83)
 BJ3456_MARKER: DB = BENCH MARK DISK
 BJ3456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3456_SP_SET: CONCRETE POST
 BJ3456_STAMPING: 19V29 1984
 BJ3456_MARK LOGO: LADH  
 BJ3456_PROJECTION: FLUSH
 BJ3456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3456+STABILITY: SURFACE MOTION
 BJ3456
 BJ3456  HISTORY     - Date     Condition        Report By
 BJ3456  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3456
 BJ3456                          STATION DESCRIPTION
 BJ3456
 BJ3456'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3456'11.5 KM (7.2 MI) SOUTH FROM CLINTON.
 BJ3456'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3456'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3456'ON HIGHWAY 67 FOR ABOUT 11.2 KM (7 MILES) TO THE BENCH MARK ON THE
 BJ3456'RIGHT AND SOUTH OF A GRAVEL DRIVE, 18.9 METERS (62 FEET)
 BJ3456'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 67, 5.3 METERS (17.5 FEET)
 BJ3456'WEST-SOUTHWEST OF THE SOUTH END OF CEMENT CULVERT UNDER GRAVEL DRIVE,
 BJ3456'4.7 METERS (15.5 FEET) SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL
 BJ3456'DRIVE, 2 METERS (6.5 FEET) SOUTH-SOUTHEAST OF A TELEPHONE REPAIR BOX,
 BJ3456'0.6 METER (2 FEET) EAST-SOUTHEAST OF A 5-STRAND BARB WIRE FENCE.
 BJ3456'THE MARK IS 0.45 METERS  ESE FROM A WITNESS POST.
 BJ3456'THE MARK IS 0.91 M BELOW HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3498 ***********************************************************************
 BJ3498  DESIGNATION -  19 V 3 LADH
 BJ3498  PID         -  BJ3498
 BJ3498  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3498  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3498
 BJ3498                         *CURRENT SURVEY CONTROL
 BJ3498  ___________________________________________________________________
 BJ3498* NAD 83(1986)-  30 45 09.     (N)    090 57 09.     (W)     SCALED    
 BJ3498* NAVD 88     -        45.435  (meters)     149.06   (feet)  ADJUSTED  
 BJ3498  ___________________________________________________________________
 BJ3498  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3498  DYNAMIC HT  -          45.376 (meters)     148.87  (feet)  COMP
 BJ3498  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ3498
 BJ3498  VERT ORDER  -  SECOND    CLASS I
 BJ3498
 BJ3498.The horizontal coordinates were scaled from a topographic map and have
 BJ3498.an estimated accuracy of +/- 6 seconds.
 BJ3498
 BJ3498.The orthometric height was determined by differential leveling
 BJ3498.and adjusted by the National Geodetic Survey in February 1994..
 BJ3498
 BJ3498.The geoid height was determined by GEOID03.
 BJ3498
 BJ3498.The dynamic height is computed by dividing the NAVD 88
 BJ3498.geopotential number by the normal gravity value computed on the
 BJ3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3498.degrees latitude (g = 980.6199 gals.).
 BJ3498
 BJ3498.The modeled gravity was interpolated from observed gravity values.
 BJ3498
 BJ3498;                    North         East    Units  Estimated Accuracy
 BJ3498;SPC LA S     -   249,740.    1,036,470.      MT  (+/- 180 meters Scaled)
 BJ3498
 BJ3498                          SUPERSEDED SURVEY CONTROL
 BJ3498
 BJ3498.No superseded survey control is available for this station.
 BJ3498
 BJ3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ959039(NAD 83)
 BJ3498_MARKER: DB = BENCH MARK DISK
 BJ3498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3498_SP_SET: ABUTMENT WINGWALL
 BJ3498_STAMPING: 19V3 1983
 BJ3498_MARK LOGO: LADH  
 BJ3498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3498+STABILITY: SURFACE MOTION
 BJ3498
 BJ3498  HISTORY     - Date     Condition        Report By
 BJ3498  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3498
 BJ3498                          STATION DESCRIPTION
 BJ3498
 BJ3498'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3498'8.6 KM (5.3 MI) NNE FROM PRIDE.
 BJ3498'ABOUT 7.6 KM (4.7 MILES) NORTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3498'OFFICE IN PRIDE TO THE JUNCTION WITH STATE HIGHWAY 959, THENCE RIGHT
 BJ3498'AND EAST ON HIGHWAY 959 FOR ABOUT 1 KM (0.6 MILES) TO THE BRIDGE OVER
 BJ3498'MILL CREEK WITH THE BENCH MARK SET IN THE NORTHEAST CORNER OF THE
 BJ3498'BRIDGE IN THE ABUTMENT WINGWALL, 38.4 METERS (126 FEET) NORTHWEST OF
 BJ3498'POWER POLE NUMBER OF-72-10R, 5.3 METERS (17.5 FEET) SOUTH-SOUTHEAST OF
 BJ3498'THE CENTER OF HIGHWAY 959.
 BJ3498'THE MARK IS 0.61 METERS  W FROM  THE BRIDGE ABUTMENT END
 BJ3498'THE MARK IS ABOVE LEVEL WITH HIGHWAY 959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3457 ***********************************************************************
 BJ3457  DESIGNATION -  19 V 30 LADH
 BJ3457  PID         -  BJ3457
 BJ3457  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3457  USGS QUAD   -  CLINTON (1994)
 BJ3457
 BJ3457                         *CURRENT SURVEY CONTROL
 BJ3457  ___________________________________________________________________
 BJ3457* NAD 83(1986)-  30 45 56.     (N)    091 02 01.     (W)     SCALED    
 BJ3457* NAVD 88     -        45.937  (meters)     150.71   (feet)  ADJUSTED  
 BJ3457  ___________________________________________________________________
 BJ3457  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3457  DYNAMIC HT  -          45.877 (meters)     150.51  (feet)  COMP
 BJ3457  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ3457
 BJ3457  VERT ORDER  -  SECOND    CLASS I
 BJ3457
 BJ3457.The horizontal coordinates were scaled from a topographic map and have
 BJ3457.an estimated accuracy of +/- 6 seconds.
 BJ3457
 BJ3457.The orthometric height was determined by differential leveling
 BJ3457.and adjusted by the National Geodetic Survey in February 1994..
 BJ3457
 BJ3457.The geoid height was determined by GEOID03.
 BJ3457
 BJ3457.The dynamic height is computed by dividing the NAVD 88
 BJ3457.geopotential number by the normal gravity value computed on the
 BJ3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3457.degrees latitude (g = 980.6199 gals.).
 BJ3457
 BJ3457.The modeled gravity was interpolated from observed gravity values.
 BJ3457
 BJ3457;                    North         East    Units  Estimated Accuracy
 BJ3457;SPC LA S     -   251,170.    1,028,700.      MT  (+/- 180 meters Scaled)
 BJ3457
 BJ3457                          SUPERSEDED SURVEY CONTROL
 BJ3457
 BJ3457.No superseded survey control is available for this station.
 BJ3457
 BJ3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ881052(NAD 83)
 BJ3457_MARKER: DB = BENCH MARK DISK
 BJ3457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3457_SP_SET: CONCRETE POST
 BJ3457_STAMPING: 19V30 LADH
 BJ3457_MARK LOGO: LADH  
 BJ3457_PROJECTION: FLUSH
 BJ3457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3457+STABILITY: SURFACE MOTION
 BJ3457
 BJ3457  HISTORY     - Date     Condition        Report By
 BJ3457  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3457
 BJ3457                          STATION DESCRIPTION
 BJ3457
 BJ3457'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3457'12.9 KM (8 MI) SOUTH FROM CLINTON.
 BJ3457'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3457'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3457'ON HIGHWAY 67 FOR ABOUT 12.6 KM (7.8 MILES) TO THE BENCH MARK ON THE
 BJ3457'LEFT SET IN FRONT OF KELLYS MEAT COMPANY, 30.5 METERS (100 FEET)
 BJ3457'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 67, 22.7 METERS (74.5 FEET)
 BJ3457'NORTH OF THE NORTHWEST CORNER OF MEAT COMPANY BUILDING, 11.3 METERS
 BJ3457'(37 FEET) SOUTH-SOUTHWEST OF A 48-INCH WATER OAK TREE, 1.5 METERS (5
 BJ3457'FEET) EAST-NORTHEAST OF A POWER POLE WITH 3 TRANSFORMERS.
 BJ3457'THE MARK IS 1.52 METERS  ESE FROM A WITNESS POST.
 BJ3457'THE MARK IS 0.91 M ABOVE HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3458 ***********************************************************************
 BJ3458  DESIGNATION -  19 V 31 LADH
 BJ3458  PID         -  BJ3458
 BJ3458  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3458  USGS QUAD   -  CLINTON (1994)
 BJ3458
 BJ3458                         *CURRENT SURVEY CONTROL
 BJ3458  ___________________________________________________________________
 BJ3458* NAD 83(1986)-  30 45 37.     (N)    091 02 51.     (W)     SCALED    
 BJ3458* NAVD 88     -        44.526  (meters)     146.08   (feet)  ADJUSTED  
 BJ3458  ___________________________________________________________________
 BJ3458  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3458  DYNAMIC HT  -          44.468 (meters)     145.89  (feet)  COMP
 BJ3458  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ3458
 BJ3458  VERT ORDER  -  SECOND    CLASS I
 BJ3458
 BJ3458.The horizontal coordinates were scaled from a topographic map and have
 BJ3458.an estimated accuracy of +/- 6 seconds.
 BJ3458
 BJ3458.The orthometric height was determined by differential leveling
 BJ3458.and adjusted by the National Geodetic Survey in February 1994..
 BJ3458
 BJ3458.The geoid height was determined by GEOID03.
 BJ3458
 BJ3458.The dynamic height is computed by dividing the NAVD 88
 BJ3458.geopotential number by the normal gravity value computed on the
 BJ3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3458.degrees latitude (g = 980.6199 gals.).
 BJ3458
 BJ3458.The modeled gravity was interpolated from observed gravity values.
 BJ3458
 BJ3458;                    North         East    Units  Estimated Accuracy
 BJ3458;SPC LA S     -   250,580.    1,027,370.      MT  (+/- 180 meters Scaled)
 BJ3458
 BJ3458                          SUPERSEDED SURVEY CONTROL
 BJ3458
 BJ3458.No superseded survey control is available for this station.
 BJ3458
 BJ3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ868046(NAD 83)
 BJ3458_MARKER: DB = BENCH MARK DISK
 BJ3458_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3458_SP_SET: RETAINING WALL
 BJ3458_STAMPING: 19V31 1984
 BJ3458_MARK LOGO: LADH  
 BJ3458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3458+STABILITY: SURFACE MOTION
 BJ3458
 BJ3458  HISTORY     - Date     Condition        Report By
 BJ3458  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3458
 BJ3458                          STATION DESCRIPTION
 BJ3458
 BJ3458'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3458'10 KM (6.2 MI) NE FROM SLAUGHTER.
 BJ3458'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3458'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3458'ON HIGHWAY 67 FOR ABOUT 14.2 KM (8.8 MILES) TO A BRIDGE WITH THE BENCH
 BJ3458'MARK SET IN THE SOUTHEAST CORNER OF THE BRIDGE IN THE RETAINING WALL,
 BJ3458'5.9 METERS (19.5 FEET) SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 67,
 BJ3458'0.8 METER (2.5 FEET) EAST OF THE SOUTHEAST CORNER OF BRIDGE ABUTMENT,
 BJ3458'0.8 METER (2.5 FEET) NORTHWEST OF THE EAST END OF RETAINING WALL.
 BJ3458'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3458'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3459 ***********************************************************************
 BJ3459  DESIGNATION -  19 V 32 LADH
 BJ3459  PID         -  BJ3459
 BJ3459  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3459  USGS QUAD   -  FRED (1980)
 BJ3459
 BJ3459                         *CURRENT SURVEY CONTROL
 BJ3459  ___________________________________________________________________
 BJ3459* NAD 83(1986)-  30 44 43.     (N)    091 03 40.     (W)     SCALED    
 BJ3459* NAVD 88     -        39.282  (meters)     128.88   (feet)  ADJUSTED  
 BJ3459  ___________________________________________________________________
 BJ3459  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3459  DYNAMIC HT  -          39.231 (meters)     128.71  (feet)  COMP
 BJ3459  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3459
 BJ3459  VERT ORDER  -  SECOND    CLASS I
 BJ3459
 BJ3459.The horizontal coordinates were scaled from a topographic map and have
 BJ3459.an estimated accuracy of +/- 6 seconds.
 BJ3459
 BJ3459.The orthometric height was determined by differential leveling
 BJ3459.and adjusted by the National Geodetic Survey in February 1994..
 BJ3459
 BJ3459.The geoid height was determined by GEOID03.
 BJ3459
 BJ3459.The dynamic height is computed by dividing the NAVD 88
 BJ3459.geopotential number by the normal gravity value computed on the
 BJ3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3459.degrees latitude (g = 980.6199 gals.).
 BJ3459
 BJ3459.The modeled gravity was interpolated from observed gravity values.
 BJ3459
 BJ3459;                    North         East    Units  Estimated Accuracy
 BJ3459;SPC LA S     -   248,910.    1,026,070.      MT  (+/- 180 meters Scaled)
 BJ3459
 BJ3459                          SUPERSEDED SURVEY CONTROL
 BJ3459
 BJ3459.No superseded survey control is available for this station.
 BJ3459
 BJ3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ856029(NAD 83)
 BJ3459_MARKER: DB = BENCH MARK DISK
 BJ3459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3459_SP_SET: CONCRETE POST
 BJ3459_STAMPING: 19V32 LADH
 BJ3459_MARK LOGO: LADH  
 BJ3459_PROJECTION: FLUSH
 BJ3459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3459+STABILITY: SURFACE MOTION
 BJ3459
 BJ3459  HISTORY     - Date     Condition        Report By
 BJ3459  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3459
 BJ3459                          STATION DESCRIPTION
 BJ3459
 BJ3459'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3459'8.4 KM (5.2 MI) NE FROM SLAUGHTER.
 BJ3459'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3459'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3459'ON HIGHWAY 67 FOR ABOUT 16.1 KM (10 MILES) TO A TRANSMISSION POWER
 BJ3459'LINE WITH THE BENCH MARK SET ON THE RIGHT SIDE OF ROAD NEAR A FENCE,
 BJ3459'18 METERS (59 FEET) NORTHWEST OF THE CENTER OF HIGHWAY 67, 13.7 METERS
 BJ3459'(45 FEET) NORTH OF THE CENTER OF A SINGLE CEMENT CULVERT HEADWALL
 BJ3459'UNDER HIGHWAY 67, 8.4 METERS (27.5 FEET) SOUTH-SOUTHWEST OF A
 BJ3459'TELEPHONE POLE, 6.7 METERS (22 FEET) EAST-NORTHEAST OF THE CENTER OF
 BJ3459'DOUBLE METAL GATES, 0.9 METERS (3 FEET) SOUTHEAST OF A 5-STRAND BARB
 BJ3459'WIRE FENCE.
 BJ3459'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3459'THE MARK IS 0.91 M BELOW HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3414 ***********************************************************************
 BJ3414  DESIGNATION -  19 V 33 LADH
 BJ3414  PID         -  BJ3414
 BJ3414  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3414  USGS QUAD   -  FRED (1980)
 BJ3414
 BJ3414                         *CURRENT SURVEY CONTROL
 BJ3414  ___________________________________________________________________
 BJ3414* NAD 83(1986)-  30 44 12.     (N)    091 04 47.     (W)     SCALED    
 BJ3414* NAVD 88     -        49.593  (meters)     162.71   (feet)  ADJUSTED  
 BJ3414  ___________________________________________________________________
 BJ3414  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3414  DYNAMIC HT  -          49.528 (meters)     162.49  (feet)  COMP
 BJ3414  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BJ3414
 BJ3414  VERT ORDER  -  SECOND    CLASS I
 BJ3414
 BJ3414.The horizontal coordinates were scaled from a topographic map and have
 BJ3414.an estimated accuracy of +/- 6 seconds.
 BJ3414
 BJ3414.The orthometric height was determined by differential leveling
 BJ3414.and adjusted by the National Geodetic Survey in February 1994..
 BJ3414
 BJ3414.The geoid height was determined by GEOID03.
 BJ3414
 BJ3414.The dynamic height is computed by dividing the NAVD 88
 BJ3414.geopotential number by the normal gravity value computed on the
 BJ3414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3414.degrees latitude (g = 980.6199 gals.).
 BJ3414
 BJ3414.The modeled gravity was interpolated from observed gravity values.
 BJ3414
 BJ3414;                    North         East    Units  Estimated Accuracy
 BJ3414;SPC LA S     -   247,960.    1,024,290.      MT  (+/- 180 meters Scaled)
 BJ3414
 BJ3414                          SUPERSEDED SURVEY CONTROL
 BJ3414
 BJ3414.No superseded survey control is available for this station.
 BJ3414
 BJ3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ838019(NAD 83)
 BJ3414_MARKER: DB = BENCH MARK DISK
 BJ3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3414_SP_SET: CONCRETE POST
 BJ3414_STAMPING: 19V33 1983
 BJ3414_MARK LOGO: LADH  
 BJ3414_PROJECTION: FLUSH
 BJ3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3414+STABILITY: SURFACE MOTION
 BJ3414
 BJ3414  HISTORY     - Date     Condition        Report By
 BJ3414  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3414
 BJ3414                          STATION DESCRIPTION
 BJ3414
 BJ3414'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3414'6.8 KM (4.1 MI) NE FROM SLAUGHTER.
 BJ3414'ABOUT 6.8 KM (4.2 MILES) EAST ON STATE HIGHWAY 412 FROM THE POST
 BJ3414'OFFICE IN SLAUGHTER TO THE BENCH MARK ON THE LEFT BY A GRAVEL DRIVE
 BJ3414'LEADING INTO A BRICK FRAME HOUSE, 16.5 METERS (54 FEET) NORTH OF THE
 BJ3414'CENTER OF HIGHWAY 412, 10.4 METERS (34 FEET) WEST OF THE CENTER OF A
 BJ3414'CATTLE GUARD, 5.5 METERS (18 FEET) WEST OF A TELEPHONE REPAIR BOX,
 BJ3414'3.4 METERS (11 FEET) EAST OF A 8-INCH SWEET GUM TREE, 0.3 METER (1
 BJ3414'FOOT) SOUTH OF A 4-STRAND BARB WIRE FENCE.
 BJ3414'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3414'THE MARK IS 0.61 M BELOW HIGHWAY 412.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3413 ***********************************************************************
 BJ3413  DESIGNATION -  19 V 34 LADH
 BJ3413  PID         -  BJ3413
 BJ3413  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3413  USGS QUAD   -  FRED (1980)
 BJ3413
 BJ3413                         *CURRENT SURVEY CONTROL
 BJ3413  ___________________________________________________________________
 BJ3413* NAD 83(1986)-  30 44 11.     (N)    091 05 54.     (W)     SCALED    
 BJ3413* NAVD 88     -        44.810  (meters)     147.01   (feet)  ADJUSTED  
 BJ3413  ___________________________________________________________________
 BJ3413  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3413  DYNAMIC HT  -          44.752 (meters)     146.82  (feet)  COMP
 BJ3413  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BJ3413
 BJ3413  VERT ORDER  -  SECOND    CLASS I
 BJ3413
 BJ3413.The horizontal coordinates were scaled from a topographic map and have
 BJ3413.an estimated accuracy of +/- 6 seconds.
 BJ3413
 BJ3413.The orthometric height was determined by differential leveling
 BJ3413.and adjusted by the National Geodetic Survey in February 1994..
 BJ3413
 BJ3413.The geoid height was determined by GEOID03.
 BJ3413
 BJ3413.The dynamic height is computed by dividing the NAVD 88
 BJ3413.geopotential number by the normal gravity value computed on the
 BJ3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3413.degrees latitude (g = 980.6199 gals.).
 BJ3413
 BJ3413.The modeled gravity was interpolated from observed gravity values.
 BJ3413
 BJ3413;                    North         East    Units  Estimated Accuracy
 BJ3413;SPC LA S     -   247,920.    1,022,510.      MT  (+/- 180 meters Scaled)
 BJ3413
 BJ3413                          SUPERSEDED SURVEY CONTROL
 BJ3413
 BJ3413.No superseded survey control is available for this station.
 BJ3413
 BJ3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ820019(NAD 83)
 BJ3413_MARKER: DB = BENCH MARK DISK
 BJ3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3413_SP_SET: CONCRETE POST
 BJ3413_STAMPING: 19V34 1983
 BJ3413_MARK LOGO: LADH  
 BJ3413_PROJECTION: FLUSH
 BJ3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3413+STABILITY: SURFACE MOTION
 BJ3413
 BJ3413  HISTORY     - Date     Condition        Report By
 BJ3413  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3413
 BJ3413                          STATION DESCRIPTION
 BJ3413
 BJ3413'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3413'5 KM (3.1 MI) NE FROM SLAUGHTER.
 BJ3413'ABOUT 5 KM (3.1 MILES) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE
 BJ3413'IN SLAUGHTER TO THE BENCH MARK ON THE LEFT BY A GRAVEL DRIVE LEADING
 BJ3413'INTO A. H. SOBERS HOME, 15.5 METERS (51 FEET) NORTH OF THE CENTER OF
 BJ3413'HIGHWAY 412, 9.1 METERS (30 FEET) NORTHEAST OF THE EAST END OF A
 BJ3413'CEMENT CULVERT UNDER DRIVEWAY, 8.5 METERS (28 FEET) EAST OF GRAVEL
 BJ3413'DRIVE, 5.3 METERS (17.5 FEET) WEST OF A RIGHT-OF-WAY MARKER, 0.3 METER
 BJ3413'(1 FOOT) SOUTH OF A 4-STRAN BARB WIRE FENCE.
 BJ3413'THE MARK IS 0.30 METERS  WSW FROM A WITNESS POST.
 BJ3413'THE MARK IS 0.30 M BELOW HIGHWAY 412.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3412 ***********************************************************************
 BJ3412  DESIGNATION -  19 V 35 LADH
 BJ3412  PID         -  BJ3412
 BJ3412  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3412  USGS QUAD   -  FRED (1980)
 BJ3412
 BJ3412                         *CURRENT SURVEY CONTROL
 BJ3412  ___________________________________________________________________
 BJ3412* NAD 83(1986)-  30 43 45.     (N)    091 06 54.     (W)     SCALED    
 BJ3412* NAVD 88     -        39.246  (meters)     128.76   (feet)  ADJUSTED  
 BJ3412  ___________________________________________________________________
 BJ3412  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3412  DYNAMIC HT  -          39.195 (meters)     128.59  (feet)  COMP
 BJ3412  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ3412
 BJ3412  VERT ORDER  -  SECOND    CLASS I
 BJ3412
 BJ3412.The horizontal coordinates were scaled from a topographic map and have
 BJ3412.an estimated accuracy of +/- 6 seconds.
 BJ3412
 BJ3412.The orthometric height was determined by differential leveling
 BJ3412.and adjusted by the National Geodetic Survey in February 1994..
 BJ3412
 BJ3412.The geoid height was determined by GEOID03.
 BJ3412
 BJ3412.The dynamic height is computed by dividing the NAVD 88
 BJ3412.geopotential number by the normal gravity value computed on the
 BJ3412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3412.degrees latitude (g = 980.6199 gals.).
 BJ3412
 BJ3412.The modeled gravity was interpolated from observed gravity values.
 BJ3412
 BJ3412;                    North         East    Units  Estimated Accuracy
 BJ3412;SPC LA S     -   247,120.    1,020,910.      MT  (+/- 180 meters Scaled)
 BJ3412
 BJ3412                          SUPERSEDED SURVEY CONTROL
 BJ3412
 BJ3412.No superseded survey control is available for this station.
 BJ3412
 BJ3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ804011(NAD 83)
 BJ3412_MARKER: DB = BENCH MARK DISK
 BJ3412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3412_SP_SET: BRIDGE ABUTMENT
 BJ3412_STAMPING: 19V35 1983
 BJ3412_MARK LOGO: LADH  
 BJ3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3412+STABILITY: SURFACE MOTION
 BJ3412
 BJ3412  HISTORY     - Date     Condition        Report By
 BJ3412  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3412
 BJ3412                          STATION DESCRIPTION
 BJ3412
 BJ3412'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3412'3.1 KM (1.9 MI) NE FROM SLAUGHTER.
 BJ3412'ABOUT 3.1 KM (1.9 MILES) EAST ON STATE HIGHWAY 412 FROM THE POST
 BJ3412'OFFICE IN SLAUGHTER TO THE BENCH MARK ON THE RIGHT IN THE SOUTHWEST
 BJ3412'CORNER OF THE BRIDGE OVER REDWOOD CREEK, 22.6 METERS (74 FEET)
 BJ3412'EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVE, 4.9 METERS (16 FEET)
 BJ3412'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 412, 0.6 METER (2 FEET) EAST
 BJ3412'OF THE SOUTHWEST BRIDGE ABUTMENT.
 BJ3412'THE MARK IS 0.61 METERS  ENE FROM A WITNESS POST.
 BJ3412'THE MARK IS ABOVE LEVEL WITH HIGHWAY 412.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3411 ***********************************************************************
 BJ3411  DESIGNATION -  19 V 36 LADH
 BJ3411  PID         -  BJ3411
 BJ3411  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3411  USGS QUAD   -  ZACHARY (1980)
 BJ3411
 BJ3411                         *CURRENT SURVEY CONTROL
 BJ3411  ___________________________________________________________________
 BJ3411* NAD 83(1986)-  30 43 18.     (N)    091 07 45.     (W)     SCALED    
 BJ3411* NAVD 88     -        38.185  (meters)     125.28   (feet)  ADJUSTED  
 BJ3411  ___________________________________________________________________
 BJ3411  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3411  DYNAMIC HT  -          38.135 (meters)     125.11  (feet)  COMP
 BJ3411  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 BJ3411
 BJ3411  VERT ORDER  -  SECOND    CLASS I
 BJ3411
 BJ3411.The horizontal coordinates were scaled from a topographic map and have
 BJ3411.an estimated accuracy of +/- 6 seconds.
 BJ3411
 BJ3411.The orthometric height was determined by differential leveling
 BJ3411.and adjusted by the National Geodetic Survey in February 1994..
 BJ3411
 BJ3411.The geoid height was determined by GEOID03.
 BJ3411
 BJ3411.The dynamic height is computed by dividing the NAVD 88
 BJ3411.geopotential number by the normal gravity value computed on the
 BJ3411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3411.degrees latitude (g = 980.6199 gals.).
 BJ3411
 BJ3411.The modeled gravity was interpolated from observed gravity values.
 BJ3411
 BJ3411;                    North         East    Units  Estimated Accuracy
 BJ3411;SPC LA S     -   246,280.    1,019,560.      MT  (+/- 180 meters Scaled)
 BJ3411
 BJ3411                          SUPERSEDED SURVEY CONTROL
 BJ3411
 BJ3411.No superseded survey control is available for this station.
 BJ3411
 BJ3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ791002(NAD 83)
 BJ3411_MARKER: DB = BENCH MARK DISK
 BJ3411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3411_SP_SET: BRIDGE ABUTMENT
 BJ3411_STAMPING: 19V36 1983
 BJ3411_MARK LOGO: LADH  
 BJ3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3411+STABILITY: SURFACE MOTION
 BJ3411
 BJ3411  HISTORY     - Date     Condition        Report By
 BJ3411  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3411
 BJ3411                          STATION DESCRIPTION
 BJ3411
 BJ3411'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3411'1.4 KM ( 0.9 MI) NE FROM SLAUGHTER.
 BJ3411'ABOUT 1.4 KM (0.9 MILE) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE
 BJ3411'IN SLAUGHTER TO THE BENCH MARK ON THE RIGHT IN THE SOUTHEAST CORNER OF
 BJ3411'THE BRIDGE OVER DOYLE BAYOU, 5.2 METERS (17 FEET) SOUTH-SOUTHEAST OF
 BJ3411'HIGHWAY 412, 0.6 METER (2 FEET) WEST OF THE SOUTHEAST BRIDGE ABUTMENT.
 BJ3411'THE MARK IS 0.61 METERS  ENE FROM A WITNESS POST.
 BJ3411'THE MARK IS ABOVE LEVEL WITH HIGHWAY 412.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3415 ***********************************************************************
 BJ3415  DESIGNATION -  19 V 37 LADH
 BJ3415  PID         -  BJ3415
 BJ3415  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3415  USGS QUAD   -  FRED (1980)
 BJ3415
 BJ3415                         *CURRENT SURVEY CONTROL
 BJ3415  ___________________________________________________________________
 BJ3415* NAD 83(1986)-  30 43 49.     (N)    091 04 18.     (W)     SCALED    
 BJ3415* NAVD 88     -        40.491  (meters)     132.84   (feet)  ADJUSTED  
 BJ3415  ___________________________________________________________________
 BJ3415  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3415  DYNAMIC HT  -          40.438 (meters)     132.67  (feet)  COMP
 BJ3415  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3415
 BJ3415  VERT ORDER  -  SECOND    CLASS I
 BJ3415
 BJ3415.The horizontal coordinates were scaled from a topographic map and have
 BJ3415.an estimated accuracy of +/- 6 seconds.
 BJ3415
 BJ3415.The orthometric height was determined by differential leveling
 BJ3415.and adjusted by the National Geodetic Survey in February 1994..
 BJ3415
 BJ3415.The geoid height was determined by GEOID03.
 BJ3415
 BJ3415.The dynamic height is computed by dividing the NAVD 88
 BJ3415.geopotential number by the normal gravity value computed on the
 BJ3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3415.degrees latitude (g = 980.6199 gals.).
 BJ3415
 BJ3415.The modeled gravity was interpolated from observed gravity values.
 BJ3415
 BJ3415;                    North         East    Units  Estimated Accuracy
 BJ3415;SPC LA S     -   247,250.    1,025,060.      MT  (+/- 180 meters Scaled)
 BJ3415
 BJ3415                          SUPERSEDED SURVEY CONTROL
 BJ3415
 BJ3415.No superseded survey control is available for this station.
 BJ3415
 BJ3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ846012(NAD 83)
 BJ3415_MARKER: DB = BENCH MARK DISK
 BJ3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3415_SP_SET: CONCRETE POST
 BJ3415_STAMPING: 19V37 1983
 BJ3415_MARK LOGO: LADH  
 BJ3415_PROJECTION: FLUSH
 BJ3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3415+STABILITY: SURFACE MOTION
 BJ3415
 BJ3415  HISTORY     - Date     Condition        Report By
 BJ3415  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3415
 BJ3415                          STATION DESCRIPTION
 BJ3415
 BJ3415'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3415'6.4 KM (4 MI) EAST FROM SLAUGHTER.
 BJ3415'ABOUT 9.8 KM (6.1 MILES) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3415'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE LEFT NEAR
 BJ3415'THE NORTH END OF A WHITE BOARD FENCE, 18.9 METERS (62 FEET) WEST OF
 BJ3415'THE CENTER OF HIGHWAY 67, 17.1 METERS (56 FEET) SOUTH OF A CATTLE
 BJ3415'GUARD, 15.2 METERS (50 FEET) SOUTH-SOUTHWEST OF THE SOUTH END OF A
 BJ3415'CEMENT CULVERT, 4.3 METERS (14 FEET) SOUTH OF A TELEPHONE POLE, 0.3
 BJ3415'METER (1 FOOT) EAST-NORTHEAST OF A WHITE BOARD FENCE.
 BJ3415'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3415'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3416 ***********************************************************************
 BJ3416  DESIGNATION -  19 V 38 LADH
 BJ3416  PID         -  BJ3416
 BJ3416  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3416  USGS QUAD   -  FRED (1980)
 BJ3416
 BJ3416                         *CURRENT SURVEY CONTROL
 BJ3416  ___________________________________________________________________
 BJ3416* NAD 83(1986)-  30 43 01.     (N)    091 04 34.     (W)     SCALED    
 BJ3416* NAVD 88     -        42.605  (meters)     139.78   (feet)  ADJUSTED  
 BJ3416  ___________________________________________________________________
 BJ3416  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3416  DYNAMIC HT  -          42.549 (meters)     139.60  (feet)  COMP
 BJ3416  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3416
 BJ3416  VERT ORDER  -  SECOND    CLASS I
 BJ3416
 BJ3416.The horizontal coordinates were scaled from a topographic map and have
 BJ3416.an estimated accuracy of +/- 6 seconds.
 BJ3416
 BJ3416.The orthometric height was determined by differential leveling
 BJ3416.and adjusted by the National Geodetic Survey in February 1994..
 BJ3416
 BJ3416.The geoid height was determined by GEOID03.
 BJ3416
 BJ3416.The dynamic height is computed by dividing the NAVD 88
 BJ3416.geopotential number by the normal gravity value computed on the
 BJ3416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3416.degrees latitude (g = 980.6199 gals.).
 BJ3416
 BJ3416.The modeled gravity was interpolated from observed gravity values.
 BJ3416
 BJ3416;                    North         East    Units  Estimated Accuracy
 BJ3416;SPC LA S     -   245,770.    1,024,640.      MT  (+/- 180 meters Scaled)
 BJ3416
 BJ3416                          SUPERSEDED SURVEY CONTROL
 BJ3416
 BJ3416.No superseded survey control is available for this station.
 BJ3416
 BJ3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP842998(NAD 83)
 BJ3416_MARKER: DB = BENCH MARK DISK
 BJ3416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3416_SP_SET: CONCRETE POST
 BJ3416_STAMPING: 19V38 1983
 BJ3416_MARK LOGO: LADH  
 BJ3416_PROJECTION: FLUSH
 BJ3416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3416+STABILITY: SURFACE MOTION
 BJ3416
 BJ3416  HISTORY     - Date     Condition        Report By
 BJ3416  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3416
 BJ3416                          STATION DESCRIPTION
 BJ3416
 BJ3416'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3416'6.4 KM (4 MI) EAST FROM SLAUGHTER.
 BJ3416'ABOUT 8.4 KM (5.2 MILES) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3416'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE RIGHT
 BJ3416'NEAR A FENCE, 17.7 METERS (58 FEET) EAST OF THE CENTER OF HIGHWAY 67,
 BJ3416'8.5 METERS (28 FEET) NORTH OF THE CENTER OF AN IRON GATE, 8.5 METERS
 BJ3416'(28 FEET) EAST-NORTHEAST OF THE NORTH END OF A CEMENT CULVERT, 0.3
 BJ3416'METER (1 FOOT) WEST OF A 5-STRAND BARB WIRE FENCE.
 BJ3416'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3416'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3426 ***********************************************************************
 BJ3426  DESIGNATION -  19 V 39 LADH
 BJ3426  PID         -  BJ3426
 BJ3426  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3426  USGS QUAD   -  JACKSON (1994)
 BJ3426
 BJ3426                         *CURRENT SURVEY CONTROL
 BJ3426  ___________________________________________________________________
 BJ3426* NAD 83(1986)-  30 46 31.     (N)    091 07 56.     (W)     SCALED    
 BJ3426* NAVD 88     -        45.080  (meters)     147.90   (feet)  ADJUSTED  
 BJ3426  ___________________________________________________________________
 BJ3426  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3426  DYNAMIC HT  -          45.021 (meters)     147.71  (feet)  COMP
 BJ3426  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ3426
 BJ3426  VERT ORDER  -  SECOND    CLASS I
 BJ3426
 BJ3426.The horizontal coordinates were scaled from a topographic map and have
 BJ3426.an estimated accuracy of +/- 6 seconds.
 BJ3426
 BJ3426.The orthometric height was determined by differential leveling
 BJ3426.and adjusted by the National Geodetic Survey in February 1994..
 BJ3426
 BJ3426.The geoid height was determined by GEOID03.
 BJ3426
 BJ3426.The dynamic height is computed by dividing the NAVD 88
 BJ3426.geopotential number by the normal gravity value computed on the
 BJ3426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3426.degrees latitude (g = 980.6199 gals.).
 BJ3426
 BJ3426.The modeled gravity was interpolated from observed gravity values.
 BJ3426
 BJ3426;                    North         East    Units  Estimated Accuracy
 BJ3426;SPC LA S     -   252,230.    1,019,250.      MT  (+/- 180 meters Scaled)
 BJ3426
 BJ3426                          SUPERSEDED SURVEY CONTROL
 BJ3426
 BJ3426.No superseded survey control is available for this station.
 BJ3426
 BJ3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ787061(NAD 83)
 BJ3426_MARKER: DB = BENCH MARK DISK
 BJ3426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3426_SP_SET: CONCRETE CULVERT
 BJ3426_STAMPING: 19V39 1984
 BJ3426_MARK LOGO: LADH  
 BJ3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3426+STABILITY: SURFACE MOTION
 BJ3426
 BJ3426  HISTORY     - Date     Condition        Report By
 BJ3426  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3426
 BJ3426                          STATION DESCRIPTION
 BJ3426
 BJ3426'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3426'1.6 KM (1 MI) SOUTH FROM ETHEL.
 BJ3426'ABOUT 0.2 KM (0.1 MILE) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE
 BJ3426'IN SLAUGHTER TO THE JUNCTION OF STATE HIGHWAY 19, THENCE NORTH ON
 BJ3426'HIGHWAY 19 FOR ABOUT 6.4 KM (4 MILES) TO THE BENCH MARK ON THE LEFT
 BJ3426'SET IN THE NORTH END OF WEST HEADWALL OF A DOUBLE BOX CONCRETE CULVERT
 BJ3426'11.4 METERS (37.5 FEET) SOUTH-SOUTHEAST OF A TELEPHONE POLE WITH
 BJ3426'REPAIR BOX, 5.3 METERS (17.5 FEET) WEST OF CENTER OF HIGHWAY 19,
 BJ3426'2.6 METERS (8.5 FEET) NORTH OF THE CENTER OF THE WEST HEADWALL.
 BJ3426'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3426'THE MARK IS 0.30 M BELOW HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3431 ***********************************************************************
 BJ3431  DESIGNATION -  19 V 4 LADH
 BJ3431  PID         -  BJ3431
 BJ3431  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3431  USGS QUAD   -  CLINTON (1994)
 BJ3431
 BJ3431                         *CURRENT SURVEY CONTROL
 BJ3431  ___________________________________________________________________
 BJ3431* NAD 83(1986)-  30 50 18.     (N)    091 07 26.     (W)     SCALED    
 BJ3431* NAVD 88     -        63.436  (meters)     208.12   (feet)  ADJUSTED  
 BJ3431  ___________________________________________________________________
 BJ3431  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3431  DYNAMIC HT  -          63.354 (meters)     207.85  (feet)  COMP
 BJ3431  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ3431
 BJ3431  VERT ORDER  -  SECOND    CLASS I
 BJ3431
 BJ3431.The horizontal coordinates were scaled from a topographic map and have
 BJ3431.an estimated accuracy of +/- 6 seconds.
 BJ3431
 BJ3431.The orthometric height was determined by differential leveling
 BJ3431.and adjusted by the National Geodetic Survey in February 1994..
 BJ3431
 BJ3431.The geoid height was determined by GEOID03.
 BJ3431
 BJ3431.The dynamic height is computed by dividing the NAVD 88
 BJ3431.geopotential number by the normal gravity value computed on the
 BJ3431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3431.degrees latitude (g = 980.6199 gals.).
 BJ3431
 BJ3431.The modeled gravity was interpolated from observed gravity values.
 BJ3431
 BJ3431;                    North         East    Units  Estimated Accuracy
 BJ3431;SPC LA S     -   259,220.    1,020,040.      MT  (+/- 180 meters Scaled)
 BJ3431
 BJ3431                          SUPERSEDED SURVEY CONTROL
 BJ3431
 BJ3431.No superseded survey control is available for this station.
 BJ3431
 BJ3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ794131(NAD 83)
 BJ3431_MARKER: DB = BENCH MARK DISK
 BJ3431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3431_SP_SET: CONCRETE POST
 BJ3431_STAMPING: 19V4 1984
 BJ3431_MARK LOGO: LADH  
 BJ3431_PROJECTION: FLUSH
 BJ3431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3431+STABILITY: SURFACE MOTION
 BJ3431
 BJ3431  HISTORY     - Date     Condition        Report By
 BJ3431  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3431
 BJ3431                          STATION DESCRIPTION
 BJ3431
 BJ3431'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3431'IN MCMANUS.
 BJ3431'IN MCMANUS, ABOUT 0.2 KM (0.1 MILE) EAST ON STATE HIGHWAY 412 FROM THE
 BJ3431'POST OFFICE IN SLAUGHTER TO THE JUNCTION OF STATE HIGHWAY 19, THENCE
 BJ3431'NORTH ON HIGHWAY 19 FOR ABOUT 14 KM (8.7 MILES) TO THE BENCH MARK ON
 BJ3431'THE LEFT AND NORTH OF THE JUNCTION OF STATE HIGHWAY 10 SET NEAR THE
 BJ3431'LORIO QUICK SHOP, 18.6 METERS (61 FEET) NORTH-NORTHWEST OF THE CENTER
 BJ3431'OF WEST END OF BOX CONCRETE CULVERT UNDER HIGHWAY 19, 12.8 METERS (42
 BJ3431'FEET) WEST OF THE CENTER OF HIGHWAY 19, 6.1 METERS (20 FEET) SOUTHEAST
 BJ3431'OF A TELEPHONE POLE NO. 123 WITH TRANSFORMER AND SECURITY LIGHT.
 BJ3431'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 BJ3431'THE MARK IS ABOVE LEVEL WITH HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3427 ***********************************************************************
 BJ3427  DESIGNATION -  19 V 40 LADH
 BJ3427  PID         -  BJ3427
 BJ3427  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3427  USGS QUAD   -  JACKSON (1994)
 BJ3427
 BJ3427                         *CURRENT SURVEY CONTROL
 BJ3427  ___________________________________________________________________
 BJ3427* NAD 83(1986)-  30 47 23.     (N)    091 07 54.     (W)     SCALED    
 BJ3427* NAVD 88     -        51.212  (meters)     168.02   (feet)  ADJUSTED  
 BJ3427  ___________________________________________________________________
 BJ3427  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3427  DYNAMIC HT  -          51.145 (meters)     167.80  (feet)  COMP
 BJ3427  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ3427
 BJ3427  VERT ORDER  -  SECOND    CLASS I
 BJ3427
 BJ3427.The horizontal coordinates were scaled from a topographic map and have
 BJ3427.an estimated accuracy of +/- 6 seconds.
 BJ3427
 BJ3427.The orthometric height was determined by differential leveling
 BJ3427.and adjusted by the National Geodetic Survey in February 1994..
 BJ3427
 BJ3427.The geoid height was determined by GEOID03.
 BJ3427
 BJ3427.The dynamic height is computed by dividing the NAVD 88
 BJ3427.geopotential number by the normal gravity value computed on the
 BJ3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3427.degrees latitude (g = 980.6199 gals.).
 BJ3427
 BJ3427.The modeled gravity was interpolated from observed gravity values.
 BJ3427
 BJ3427;                    North         East    Units  Estimated Accuracy
 BJ3427;SPC LA S     -   253,830.    1,019,300.      MT  (+/- 180 meters Scaled)
 BJ3427
 BJ3427                          SUPERSEDED SURVEY CONTROL
 BJ3427
 BJ3427.No superseded survey control is available for this station.
 BJ3427
 BJ3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ787077(NAD 83)
 BJ3427_MARKER: DB = BENCH MARK DISK
 BJ3427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3427_SP_SET: CONCRETE POST
 BJ3427_STAMPING: 19V40 1984
 BJ3427_MARK LOGO: LADH  
 BJ3427_PROJECTION: FLUSH
 BJ3427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3427+STABILITY: SURFACE MOTION
 BJ3427
 BJ3427  HISTORY     - Date     Condition        Report By
 BJ3427  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3427
 BJ3427                          STATION DESCRIPTION
 BJ3427
 BJ3427'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3427'IN ETHEL.
 BJ3427'ABOUT 0.2 KM (0.1 MILE) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE
 BJ3427'IN SLAUGHTER TO THE JUNCTION OF STATE HIGHWAY 19, THENCE NORTH ON
 BJ3427'HIGHWAY 19 FOR ABOUT 8 KM (5 MILES) TO THE BENCH MARK SET ON THE LEFT
 BJ3427'AND SOUTH OF STATE HIGHWAY 955, 28.3 METERS (93 FEET) EAST OF THE EAST
 BJ3427'MAIN TRACK OF THE ILLINOIS CENTRAL GULF RAILROAD, 21.9 METERS (72
 BJ3427'FEET) SOUTH OF THE CENTER OF HIGHWAY 955, 10.3 METERS (34 FEET) WEST
 BJ3427'OF THE CENTER OF THE HIGHWAY 19, 7.6 METERS (25 FEET) NORTH OF A POWER
 BJ3427'POLE WITH METER LOOP, 5.9 METERS (19.5 FEET) SOUTH OF A BRACE POLE
 BJ3427'WITH GUY WIRE.
 BJ3427'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3427'THE MARK IS 0.61 M ABOVE HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3428 ***********************************************************************
 BJ3428  DESIGNATION -  19 V 41 LADH
 BJ3428  PID         -  BJ3428
 BJ3428  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3428  USGS QUAD   -  CLINTON (1994)
 BJ3428
 BJ3428                         *CURRENT SURVEY CONTROL
 BJ3428  ___________________________________________________________________
 BJ3428* NAD 83(1986)-  30 47 53.     (N)    091 07 06.     (W)     SCALED    
 BJ3428* NAVD 88     -        48.820  (meters)     160.17   (feet)  ADJUSTED  
 BJ3428  ___________________________________________________________________
 BJ3428  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3428  DYNAMIC HT  -          48.756 (meters)     159.96  (feet)  COMP
 BJ3428  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ3428
 BJ3428  VERT ORDER  -  SECOND    CLASS I
 BJ3428
 BJ3428.The horizontal coordinates were scaled from a topographic map and have
 BJ3428.an estimated accuracy of +/- 6 seconds.
 BJ3428
 BJ3428.The orthometric height was determined by differential leveling
 BJ3428.and adjusted by the National Geodetic Survey in February 1994..
 BJ3428
 BJ3428.The geoid height was determined by GEOID03.
 BJ3428
 BJ3428.The dynamic height is computed by dividing the NAVD 88
 BJ3428.geopotential number by the normal gravity value computed on the
 BJ3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3428.degrees latitude (g = 980.6199 gals.).
 BJ3428
 BJ3428.The modeled gravity was interpolated from observed gravity values.
 BJ3428
 BJ3428;                    North         East    Units  Estimated Accuracy
 BJ3428;SPC LA S     -   254,750.    1,020,580.      MT  (+/- 180 meters Scaled)
 BJ3428
 BJ3428                          SUPERSEDED SURVEY CONTROL
 BJ3428
 BJ3428.No superseded survey control is available for this station.
 BJ3428
 BJ3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ800087(NAD 83)
 BJ3428_MARKER: DB = BENCH MARK DISK
 BJ3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3428_SP_SET: CONCRETE POST
 BJ3428_STAMPING: 19V41 1984
 BJ3428_MARK LOGO: LADH  
 BJ3428_PROJECTION: FLUSH
 BJ3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3428+STABILITY: SURFACE MOTION
 BJ3428
 BJ3428  HISTORY     - Date     Condition        Report By
 BJ3428  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3428
 BJ3428                          STATION DESCRIPTION
 BJ3428
 BJ3428'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3428'1.4 KM (0.9 MI) NE FROM ETHEL.
 BJ3428'ABOUT 0.2 KM (0.1 MILE) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE
 BJ3428'IN SLAUGHTER TO THE JUNCTION OF STATE HIGHWAY 19, THENCE NORTH ON
 BJ3428'HIGHWAY 19 FOR ABOUT 9.5 KM (5.9 MILES) TO THE BENCH MARK ON THE
 BJ3428'RIGHT, SET NEAR A RIGHT-OF-WAY FENCE, 31.4 METERS (103 FEET)
 BJ3428'NORTH-NORTHEAST OF THE EAST END OF A DOUBLE CONCRETE CULVERT UNDER
 BJ3428'HIGHWAY 19, 15.1 METERS (49.5 FEET) NORTH OF A 24-INCH WATER OAK TREE,
 BJ3428'11.7 METERS (38.5 FEET) EAST OF THE CENTER OF HIGHWAY 19, 0.3 METERS
 BJ3428'(1 FOOT) WEST OF A 5-STRAND BARB WIRE FENCE.
 BJ3428'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3428'THE MARK IS 1.52 M BELOW HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3429 ***********************************************************************
 BJ3429  DESIGNATION -  19 V 42 LADH
 BJ3429  PID         -  BJ3429
 BJ3429  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3429  USGS QUAD   -  CLINTON (1994)
 BJ3429
 BJ3429                         *CURRENT SURVEY CONTROL
 BJ3429  ___________________________________________________________________
 BJ3429* NAD 83(1986)-  30 48 49.     (N)    091 07 17.     (W)     SCALED    
 BJ3429* NAVD 88     -        51.863  (meters)     170.15   (feet)  ADJUSTED  
 BJ3429  ___________________________________________________________________
 BJ3429  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3429  DYNAMIC HT  -          51.796 (meters)     169.93  (feet)  COMP
 BJ3429  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ3429
 BJ3429  VERT ORDER  -  SECOND    CLASS I
 BJ3429
 BJ3429.The horizontal coordinates were scaled from a topographic map and have
 BJ3429.an estimated accuracy of +/- 6 seconds.
 BJ3429
 BJ3429.The orthometric height was determined by differential leveling
 BJ3429.and adjusted by the National Geodetic Survey in February 1994..
 BJ3429
 BJ3429.The geoid height was determined by GEOID03.
 BJ3429
 BJ3429.The dynamic height is computed by dividing the NAVD 88
 BJ3429.geopotential number by the normal gravity value computed on the
 BJ3429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3429.degrees latitude (g = 980.6199 gals.).
 BJ3429
 BJ3429.The modeled gravity was interpolated from observed gravity values.
 BJ3429
 BJ3429;                    North         East    Units  Estimated Accuracy
 BJ3429;SPC LA S     -   256,480.    1,020,280.      MT  (+/- 180 meters Scaled)
 BJ3429
 BJ3429                          SUPERSEDED SURVEY CONTROL
 BJ3429
 BJ3429.No superseded survey control is available for this station.
 BJ3429
 BJ3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ797104(NAD 83)
 BJ3429_MARKER: DB = BENCH MARK DISK
 BJ3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3429_SP_SET: CONCRETE POST
 BJ3429_STAMPING: 19V42 1984
 BJ3429_MARK LOGO: LADH  
 BJ3429_PROJECTION: FLUSH
 BJ3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3429+STABILITY: SURFACE MOTION
 BJ3429
 BJ3429  HISTORY     - Date     Condition        Report By
 BJ3429  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3429
 BJ3429                          STATION DESCRIPTION
 BJ3429
 BJ3429'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3429'3.2 KM (2 MI) NNE FROM ETHEL.
 BJ3429'ABOUT 0.2 KM (0.1 MILE) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE
 BJ3429'IN SLAUGHTER TO THE JUNCTION OF STATE HIGHWAY 19, THENCE NORTH ON
 BJ3429'HIGHWAY 19 FOR ABOUT 11.3 KM (7 MILES) TO THE BENCH MARK ON THE RIGHT,
 BJ3429'SET NEAR A BOARD FENCE, 13.7 METERS (45 FEET) EAST OF THE CENTER OF
 BJ3429'HIGHWAY 19, 3 METERS (10 FEET) NORTHEAST OF A 15-INCH WATER OAK TREE,
 BJ3429'0.8 METER (2.5 FEET) WEST OF A BOARD FENCE.
 BJ3429'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3429'THE MARK IS 0.91 M BELOW HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3430 ***********************************************************************
 BJ3430  DESIGNATION -  19 V 43 LADH
 BJ3430  PID         -  BJ3430
 BJ3430  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3430  USGS QUAD   -  CLINTON (1994)
 BJ3430
 BJ3430                         *CURRENT SURVEY CONTROL
 BJ3430  ___________________________________________________________________
 BJ3430* NAD 83(1986)-  30 49 37.     (N)    091 07 23.     (W)     SCALED    
 BJ3430* NAVD 88     -        66.271  (meters)     217.42   (feet)  ADJUSTED  
 BJ3430  ___________________________________________________________________
 BJ3430  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3430  DYNAMIC HT  -          66.186 (meters)     217.15  (feet)  COMP
 BJ3430  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ3430
 BJ3430  VERT ORDER  -  SECOND    CLASS I
 BJ3430
 BJ3430.The horizontal coordinates were scaled from a topographic map and have
 BJ3430.an estimated accuracy of +/- 6 seconds.
 BJ3430
 BJ3430.The orthometric height was determined by differential leveling
 BJ3430.and adjusted by the National Geodetic Survey in February 1994..
 BJ3430
 BJ3430.The geoid height was determined by GEOID03.
 BJ3430
 BJ3430.The dynamic height is computed by dividing the NAVD 88
 BJ3430.geopotential number by the normal gravity value computed on the
 BJ3430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3430.degrees latitude (g = 980.6199 gals.).
 BJ3430
 BJ3430.The modeled gravity was interpolated from observed gravity values.
 BJ3430
 BJ3430;                    North         East    Units  Estimated Accuracy
 BJ3430;SPC LA S     -   257,960.    1,020,120.      MT  (+/- 180 meters Scaled)
 BJ3430
 BJ3430                          SUPERSEDED SURVEY CONTROL
 BJ3430
 BJ3430.No superseded survey control is available for this station.
 BJ3430
 BJ3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ795119(NAD 83)
 BJ3430_MARKER: DB = BENCH MARK DISK
 BJ3430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3430_SP_SET: CONCRETE POST
 BJ3430_STAMPING: 19V43 1984
 BJ3430_MARK LOGO: LADH  
 BJ3430_PROJECTION: FLUSH
 BJ3430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3430+STABILITY: SURFACE MOTION
 BJ3430
 BJ3430  HISTORY     - Date     Condition        Report By
 BJ3430  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3430
 BJ3430                          STATION DESCRIPTION
 BJ3430
 BJ3430'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3430'1.3 KM (0.8 MI) SOUTH FROM MCMANUS.
 BJ3430'ABOUT 0.2 KM (0.1 MILE) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE
 BJ3430'IN SLAUGHTER TO THE JUNCTION OF STATE HIGHWAY 19, THENCE NORTH ON
 BJ3430'HIGHWAY 19 FOR ABOUT 12.7 KM (7.9 MILES) TO THE BENCH MARK ON THE
 BJ3430'LEFT, SET NEAR A FENCE CORNER, 15.1 METERS (49.5 FEET) WEST OF THE
 BJ3430'CENTER OF HIGHWAY 19, 5.5 METERS (18 FEET) NORTH OF THE CENTER OF A
 BJ3430'GRAVEL DRIVE, 4.6 METERS (15 FEET) WEST OF THE NORTH END OF CONCRETE
 BJ3430'CULVERT UNDER DRIVE, 0.9 METER (3 FEET) EAST-NORTHEAST OF A CORNER
 BJ3430'FENCE POST, 0.8 METER (2.5 FEET) EAST OF NET WIRE FENCE.
 BJ3430'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3430'THE MARK IS 1.22 M BELOW HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3576 ***********************************************************************
 BJ3576  DESIGNATION -  19 V 44 LADH
 BJ3576  PID         -  BJ3576
 BJ3576  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3576  USGS QUAD   -  CHIPOLA (1984)
 BJ3576
 BJ3576                         *CURRENT SURVEY CONTROL
 BJ3576  ___________________________________________________________________
 BJ3576* NAD 83(1986)-  30 53 17.     (N)    090 51 32.     (W)     SCALED    
 BJ3576* NAVD 88     -        51.478  (meters)     168.89   (feet)  ADJUSTED  
 BJ3576  ___________________________________________________________________
 BJ3576  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3576  DYNAMIC HT  -          51.412 (meters)     168.67  (feet)  COMP
 BJ3576  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 BJ3576
 BJ3576  VERT ORDER  -  SECOND    CLASS I
 BJ3576
 BJ3576.The horizontal coordinates were scaled from a topographic map and have
 BJ3576.an estimated accuracy of +/- 6 seconds.
 BJ3576
 BJ3576.The orthometric height was determined by differential leveling
 BJ3576.and adjusted by the National Geodetic Survey in February 1994..
 BJ3576
 BJ3576.The geoid height was determined by GEOID03.
 BJ3576
 BJ3576.The dynamic height is computed by dividing the NAVD 88
 BJ3576.geopotential number by the normal gravity value computed on the
 BJ3576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3576.degrees latitude (g = 980.6199 gals.).
 BJ3576
 BJ3576.The modeled gravity was interpolated from observed gravity values.
 BJ3576
 BJ3576;                    North         East    Units  Estimated Accuracy
 BJ3576;SPC LA S     -   264,810.    1,045,370.      MT  (+/- 180 meters Scaled)
 BJ3576
 BJ3576                          SUPERSEDED SURVEY CONTROL
 BJ3576
 BJ3576.No superseded survey control is available for this station.
 BJ3576
 BJ3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ046191(NAD 83)
 BJ3576_MARKER: DB = BENCH MARK DISK
 BJ3576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3576_SP_SET: CONCRETE POST
 BJ3576_STAMPING: 19V44 1984
 BJ3576_MARK LOGO: LADH  
 BJ3576_PROJECTION: FLUSH
 BJ3576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3576+STABILITY: SURFACE MOTION
 BJ3576
 BJ3576  HISTORY     - Date     Condition        Report By
 BJ3576  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3576
 BJ3576                          STATION DESCRIPTION
 BJ3576
 BJ3576'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3576'15.9 KM (9.9 MI) EAST FROM CLINTON.
 BJ3576'ABOUT 15.9 KM (9.9 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3576'CLINTON TO THE BENCH MARK ON THE LEFT, 18.6 METERS (61 FT)
 BJ3576'WEST-SOUTHWEST OF A POWER POLE, 13.7 METERS (45 FT) NORTH OF THE
 BJ3576'CENTER OF HIGHWAY 10, 2.4 METERS (8 FT) WEST-SOUTHWEST OF TELEPHONE
 BJ3576'PEDESTAL NUMBER 163, AND 0.6 METER (2 FT) SOUTH OF A BARB WIRE FENCE.
 BJ3576'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3576'THE MARK IS 0.30 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3577 ***********************************************************************
 BJ3577  DESIGNATION -  19 V 45 LADH
 BJ3577  PID         -  BJ3577
 BJ3577  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3577  USGS QUAD   -  CHIPOLA (1984)
 BJ3577
 BJ3577                         *CURRENT SURVEY CONTROL
 BJ3577  ___________________________________________________________________
 BJ3577* NAD 83(1986)-  30 53 26.     (N)    090 52 25.     (W)     SCALED    
 BJ3577* NAVD 88     -        70.004  (meters)     229.67   (feet)  ADJUSTED  
 BJ3577  ___________________________________________________________________
 BJ3577  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3577  DYNAMIC HT  -          69.914 (meters)     229.38  (feet)  COMP
 BJ3577  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 BJ3577
 BJ3577  VERT ORDER  -  SECOND    CLASS I
 BJ3577
 BJ3577.The horizontal coordinates were scaled from a topographic map and have
 BJ3577.an estimated accuracy of +/- 6 seconds.
 BJ3577
 BJ3577.The orthometric height was determined by differential leveling
 BJ3577.and adjusted by the National Geodetic Survey in February 1994..
 BJ3577
 BJ3577.The geoid height was determined by GEOID03.
 BJ3577
 BJ3577.The dynamic height is computed by dividing the NAVD 88
 BJ3577.geopotential number by the normal gravity value computed on the
 BJ3577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3577.degrees latitude (g = 980.6199 gals.).
 BJ3577
 BJ3577.The modeled gravity was interpolated from observed gravity values.
 BJ3577
 BJ3577;                    North         East    Units  Estimated Accuracy
 BJ3577;SPC LA S     -   265,080.    1,043,960.      MT  (+/- 180 meters Scaled)
 BJ3577
 BJ3577                          SUPERSEDED SURVEY CONTROL
 BJ3577
 BJ3577.No superseded survey control is available for this station.
 BJ3577
 BJ3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ032194(NAD 83)
 BJ3577_MARKER: DB = BENCH MARK DISK
 BJ3577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3577_SP_SET: CONCRETE POST
 BJ3577_STAMPING: 19V45 1984
 BJ3577_MARK LOGO: LADH  
 BJ3577_PROJECTION: FLUSH
 BJ3577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3577+STABILITY: SURFACE MOTION
 BJ3577
 BJ3577  HISTORY     - Date     Condition        Report By
 BJ3577  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3577
 BJ3577                          STATION DESCRIPTION
 BJ3577
 BJ3577'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3577'14.5 KM (9 MI) EAST FROM CLINTON.
 BJ3577'ABOUT 14.5  KM (9.00 MILES) EAST ALONG STATE HIGHWAY 10 FROM THE
 BJ3577'COURTHOUSE IN CLINTON TO THE MARK SET ON THE LEFT, 21.2 METERS
 BJ3577'(69.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 10, 16.2 METERS
 BJ3577'(53.0 FT) NORTH-NORTHWEST OF THE WEST END OF AN 18-1NCH CONCRETE PIPE
 BJ3577'CULVERT, 7.9 METERS (26.0 FT) EAST OF A TELEPHONE JUNCTION BOX,
 BJ3577'0.8 METERS (2.5 FT) SOUTH-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 BJ3577'0.6 METERS (2.0 FT) SOUTH OF A FIVE-STRAND BARBED WIRE FENCE.
 BJ3577'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3577'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3579 ***********************************************************************
 BJ3579  DESIGNATION -  19 V 46 LADH
 BJ3579  PID         -  BJ3579
 BJ3579  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3579  USGS QUAD   -  FELPS (1984)
 BJ3579
 BJ3579                         *CURRENT SURVEY CONTROL
 BJ3579  ___________________________________________________________________
 BJ3579* NAD 83(1986)-  30 53 12.     (N)    090 53 27.     (W)     SCALED    
 BJ3579* NAVD 88     -        71.152  (meters)     233.44   (feet)  ADJUSTED  
 BJ3579  ___________________________________________________________________
 BJ3579  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3579  DYNAMIC HT  -          71.060 (meters)     233.14  (feet)  COMP
 BJ3579  MODELED GRAV-     979,351.9   (mgal)                       NAVD 88
 BJ3579
 BJ3579  VERT ORDER  -  SECOND    CLASS I
 BJ3579
 BJ3579.The horizontal coordinates were scaled from a topographic map and have
 BJ3579.an estimated accuracy of +/- 6 seconds.
 BJ3579
 BJ3579.The orthometric height was determined by differential leveling
 BJ3579.and adjusted by the National Geodetic Survey in February 1994..
 BJ3579
 BJ3579.The geoid height was determined by GEOID03.
 BJ3579
 BJ3579.The dynamic height is computed by dividing the NAVD 88
 BJ3579.geopotential number by the normal gravity value computed on the
 BJ3579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3579.degrees latitude (g = 980.6199 gals.).
 BJ3579
 BJ3579.The modeled gravity was interpolated from observed gravity values.
 BJ3579
 BJ3579;                    North         East    Units  Estimated Accuracy
 BJ3579;SPC LA S     -   264,640.    1,042,310.      MT  (+/- 180 meters Scaled)
 BJ3579
 BJ3579                          SUPERSEDED SURVEY CONTROL
 BJ3579
 BJ3579.No superseded survey control is available for this station.
 BJ3579
 BJ3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ016189(NAD 83)
 BJ3579_MARKER: DB = BENCH MARK DISK
 BJ3579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3579_SP_SET: CONCRETE POST
 BJ3579_STAMPING: 19V46 1984
 BJ3579_MARK LOGO: LADH  
 BJ3579_PROJECTION: FLUSH
 BJ3579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3579+STABILITY: SURFACE MOTION
 BJ3579
 BJ3579  HISTORY     - Date     Condition        Report By
 BJ3579  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3579
 BJ3579                          STATION DESCRIPTION
 BJ3579
 BJ3579'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3579'12.9 KM (8 MI) EAST FROM CLINTON.
 BJ3579'ABOUT 12.9 KM (8 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3579'CLINTON TO THE BENCH MARK ON THE RIGHT EAST OF A GRAVEL DRIVE,
 BJ3579'73.2 METERS (240 FT) WEST-SOUTHWEST OF THE SOUTH END OF A CONCRETE
 BJ3579'CROSS DRAIN UNDER HIGHWAY 10, 25.9 METERS (85 FT) SOUTH-SOUTHEAST OF
 BJ3579'THE CENTER OF HIGHWAY 10, 25.6 METERS (84 FT) EAST-NORTHEAST OF THE
 BJ3579'CENTER OF A GRAVEL DRIVE, AND 0.6 METER (2 FT) NORTH OF A 5-STRAND
 BJ3579'BARB WIRE FENCE.
 BJ3579'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3579'THE MARK IS 1.22 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3580 ***********************************************************************
 BJ3580  DESIGNATION -  19 V 47 LADH
 BJ3580  PID         -  BJ3580
 BJ3580  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3580  USGS QUAD   -  FELPS (1984)
 BJ3580
 BJ3580                         *CURRENT SURVEY CONTROL
 BJ3580  ___________________________________________________________________
 BJ3580* NAD 83(1986)-  30 53 00.     (N)    090 54 26.     (W)     SCALED    
 BJ3580* NAVD 88     -        82.220  (meters)     269.75   (feet)  ADJUSTED  
 BJ3580  ___________________________________________________________________
 BJ3580  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3580  DYNAMIC HT  -          82.114 (meters)     269.40  (feet)  COMP
 BJ3580  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 BJ3580
 BJ3580  VERT ORDER  -  SECOND    CLASS I
 BJ3580
 BJ3580.The horizontal coordinates were scaled from a topographic map and have
 BJ3580.an estimated accuracy of +/- 6 seconds.
 BJ3580
 BJ3580.The orthometric height was determined by differential leveling
 BJ3580.and adjusted by the National Geodetic Survey in February 1994..
 BJ3580
 BJ3580.The geoid height was determined by GEOID03.
 BJ3580
 BJ3580.The dynamic height is computed by dividing the NAVD 88
 BJ3580.geopotential number by the normal gravity value computed on the
 BJ3580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3580.degrees latitude (g = 980.6199 gals.).
 BJ3580
 BJ3580.The modeled gravity was interpolated from observed gravity values.
 BJ3580
 BJ3580;                    North         East    Units  Estimated Accuracy
 BJ3580;SPC LA S     -   264,270.    1,040,750.      MT  (+/- 180 meters Scaled)
 BJ3580
 BJ3580                          SUPERSEDED SURVEY CONTROL
 BJ3580
 BJ3580.No superseded survey control is available for this station.
 BJ3580
 BJ3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ000185(NAD 83)
 BJ3580_MARKER: DB = BENCH MARK DISK
 BJ3580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3580_SP_SET: CONCRETE POST
 BJ3580_STAMPING: 19V47 1984
 BJ3580_MARK LOGO: LADH  
 BJ3580_PROJECTION: FLUSH
 BJ3580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3580+STABILITY: SURFACE MOTION
 BJ3580
 BJ3580  HISTORY     - Date     Condition        Report By
 BJ3580  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3580
 BJ3580                          STATION DESCRIPTION
 BJ3580
 BJ3580'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3580'11.3 KM (7 MI) EAST FROM CLINTON.
 BJ3580'ABOUT 11.3 KM (7.05 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3580'IN CLINTON TO THE BENCH MARK ON THE RIGHT NEAR A POWER POLE WITH GUIDE
 BJ3580'WIRE, 21.3 METERS (70 FT) SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 10,
 BJ3580'10.4 METERS (34 FT) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD,
 BJ3580'6.1 METERS (20 FT) EAST-SOUTHEAST OF A POWER POLE WITH GUIDE WIRE,
 BJ3580'5.5 METERS (18 FT) EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX, AND
 BJ3580'0.5 METER (1.5 FT) NORTH OF A 5-STRAND BARB WIRE FENCE.
 BJ3580'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3580'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3586 ***********************************************************************
 BJ3586  DESIGNATION -  19 V 48 LADH
 BJ3586  PID         -  BJ3586
 BJ3586  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3586  USGS QUAD   -  FELPS (1984)
 BJ3586
 BJ3586                         *CURRENT SURVEY CONTROL
 BJ3586  ___________________________________________________________________
 BJ3586* NAD 83(1986)-  30 52 38.     (N)    090 56 48.     (W)     SCALED    
 BJ3586* NAVD 88     -        73.163  (meters)     240.04   (feet)  ADJUSTED  
 BJ3586  ___________________________________________________________________
 BJ3586  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3586  DYNAMIC HT  -          73.068 (meters)     239.72  (feet)  COMP
 BJ3586  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ3586
 BJ3586  VERT ORDER  -  SECOND    CLASS I
 BJ3586
 BJ3586.The horizontal coordinates were scaled from a topographic map and have
 BJ3586.an estimated accuracy of +/- 6 seconds.
 BJ3586
 BJ3586.The orthometric height was determined by differential leveling
 BJ3586.and adjusted by the National Geodetic Survey in February 1994..
 BJ3586
 BJ3586.The geoid height was determined by GEOID03.
 BJ3586
 BJ3586.The dynamic height is computed by dividing the NAVD 88
 BJ3586.geopotential number by the normal gravity value computed on the
 BJ3586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3586.degrees latitude (g = 980.6199 gals.).
 BJ3586
 BJ3586.The modeled gravity was interpolated from observed gravity values.
 BJ3586
 BJ3586;                    North         East    Units  Estimated Accuracy
 BJ3586;SPC LA S     -   263,570.    1,036,980.      MT  (+/- 180 meters Scaled)
 BJ3586
 BJ3586                          SUPERSEDED SURVEY CONTROL
 BJ3586
 BJ3586.No superseded survey control is available for this station.
 BJ3586
 BJ3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ962178(NAD 83)
 BJ3586_MARKER: DB = BENCH MARK DISK
 BJ3586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3586_SP_SET: CONCRETE POST
 BJ3586_STAMPING: 19V48 1984
 BJ3586_MARK LOGO: LADH  
 BJ3586_PROJECTION: FLUSH
 BJ3586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3586+STABILITY: SURFACE MOTION
 BJ3586
 BJ3586  HISTORY     - Date     Condition        Report By
 BJ3586  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3586
 BJ3586                          STATION DESCRIPTION
 BJ3586
 BJ3586'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3586'7.4 KM (4.6 MI) EAST FROM CLINTON.
 BJ3586'ABOUT 7.4 KM (4.6 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3586'CLINTON TO THE BENCH MARK ON THE RIGHT, 24.1 METERS (79 FT)
 BJ3586'SOUTH-SOUTHEAST OF THE CENTER OF JUNCTION OF GRAVEL DRIVE NORTH OF
 BJ3586'HIGHWAY 10, 17.7 METERS (58 FT) WEST-NORTHWEST OF A POWER POLE, AND
 BJ3586'16.5 (54 FT) SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 10.
 BJ3586'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3586'THE MARK IS 0.30 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3606 ***********************************************************************
 BJ3606  DESIGNATION -  19 V 49 LADH
 BJ3606  PID         -  BJ3606
 BJ3606  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3606  USGS QUAD   -  CHIPOLA (1984)
 BJ3606
 BJ3606                         *CURRENT SURVEY CONTROL
 BJ3606  ___________________________________________________________________
 BJ3606* NAD 83(1986)-  30 56 44.     (N)    090 51 39.     (W)     SCALED    
 BJ3606* NAVD 88     -        59.289  (meters)     194.52   (feet)  ADJUSTED  
 BJ3606  ___________________________________________________________________
 BJ3606  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3606  DYNAMIC HT  -          59.213 (meters)     194.27  (feet)  COMP
 BJ3606  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BJ3606
 BJ3606  VERT ORDER  -  SECOND    CLASS I
 BJ3606
 BJ3606.The horizontal coordinates were scaled from a topographic map and have
 BJ3606.an estimated accuracy of +/- 6 seconds.
 BJ3606
 BJ3606.The orthometric height was determined by differential leveling
 BJ3606.and adjusted by the National Geodetic Survey in February 1994..
 BJ3606
 BJ3606.The geoid height was determined by GEOID03.
 BJ3606
 BJ3606.The dynamic height is computed by dividing the NAVD 88
 BJ3606.geopotential number by the normal gravity value computed on the
 BJ3606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3606.degrees latitude (g = 980.6199 gals.).
 BJ3606
 BJ3606.The modeled gravity was interpolated from observed gravity values.
 BJ3606
 BJ3606;                    North         East    Units  Estimated Accuracy
 BJ3606;SPC LA S     -   271,180.    1,045,150.      MT  (+/- 180 meters Scaled)
 BJ3606
 BJ3606                          SUPERSEDED SURVEY CONTROL
 BJ3606
 BJ3606.No superseded survey control is available for this station.
 BJ3606
 BJ3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ043255(NAD 83)
 BJ3606_MARKER: DB = BENCH MARK DISK
 BJ3606_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ3606_SP_SET: BRIDGE RAIL
 BJ3606_STAMPING: 19V49 1984
 BJ3606_MARK LOGO: LADH  
 BJ3606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3606
 BJ3606  HISTORY     - Date     Condition        Report By
 BJ3606  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3606
 BJ3606                          STATION DESCRIPTION
 BJ3606
 BJ3606'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3606'24.3 KM (15.1 MI) NE FROM CLINTON.
 BJ3606'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3606'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3606'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3606'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO
 BJ3606'THE JUNCTION WITH STATE HIGHWAY 432, THENCE EAST (RIGHT) ON HIGHWAY
 BJ3606'432 FOR 1.6 KM (1 MI) TO THE AMITE RIVER BRIDGE WITH THE BENCH MARK
 BJ3606'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE BRIDGE RAIL,
 BJ3606'5.2 METERS (17 FT) NORTH OF THE CENTER OF HIGHWAY 432, AND 4.3 METERS
 BJ3606'(14 FT) EAST OF THE WEST END OF THE NORTH BRIDGE RAIL.
 BJ3606'THE MARK IS 2.13 METERS  E FROM A WITNESS POST.
 BJ3606'THE MARK IS 0.91 M ABOVE HIGHWAY 432.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3500 ***********************************************************************
 BJ3500  DESIGNATION -  19 V 5 LADH
 BJ3500  PID         -  BJ3500
 BJ3500  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3500  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3500
 BJ3500                         *CURRENT SURVEY CONTROL
 BJ3500  ___________________________________________________________________
 BJ3500* NAD 83(1986)-  30 45 26.     (N)    090 54 54.     (W)     SCALED    
 BJ3500* NAVD 88     -        57.371  (meters)     188.22   (feet)  ADJUSTED  
 BJ3500  ___________________________________________________________________
 BJ3500  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3500  DYNAMIC HT  -          57.297 (meters)     187.98  (feet)  COMP
 BJ3500  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3500
 BJ3500  VERT ORDER  -  SECOND    CLASS I
 BJ3500
 BJ3500.The horizontal coordinates were scaled from a topographic map and have
 BJ3500.an estimated accuracy of +/- 6 seconds.
 BJ3500
 BJ3500.The orthometric height was determined by differential leveling
 BJ3500.and adjusted by the National Geodetic Survey in February 1994..
 BJ3500
 BJ3500.The geoid height was determined by GEOID03.
 BJ3500
 BJ3500.The dynamic height is computed by dividing the NAVD 88
 BJ3500.geopotential number by the normal gravity value computed on the
 BJ3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3500.degrees latitude (g = 980.6199 gals.).
 BJ3500
 BJ3500.The modeled gravity was interpolated from observed gravity values.
 BJ3500
 BJ3500;                    North         East    Units  Estimated Accuracy
 BJ3500;SPC LA S     -   250,280.    1,040,050.      MT  (+/- 180 meters Scaled)
 BJ3500
 BJ3500                          SUPERSEDED SURVEY CONTROL
 BJ3500
 BJ3500.No superseded survey control is available for this station.
 BJ3500
 BJ3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ995045(NAD 83)
 BJ3500_MARKER: DB = BENCH MARK DISK
 BJ3500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3500_SP_SET: CONCRETE POST
 BJ3500_STAMPING: 19V5 1983
 BJ3500_MARK LOGO: LADH  
 BJ3500_PROJECTION: FLUSH
 BJ3500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3500+STABILITY: SURFACE MOTION
 BJ3500
 BJ3500  HISTORY     - Date     Condition        Report By
 BJ3500  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3500
 BJ3500                          STATION DESCRIPTION
 BJ3500
 BJ3500'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3500'12.3 KM (7.6 MI) NE FROM PRIDE.
 BJ3500'ABOUT 7.6 KM (4.7 MILES) NORTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3500'OFFICE IN PRIDE TO THE JUNCTION WITH STATE HIGHWAY 959, THENCE RIGHT
 BJ3500'AND EAST ON HIGHWAY 959 FOR ABOUT 4.7 KM (2.9 MILES) TO THE BENCH MARK
 BJ3500'ON THE LEFT NEAR A FENCE CORNER, 26.1 METERS (85.5 FEET) EAST OF A
 BJ3500'TELEPHONE REPAIR BOX, 13.6 METERS (44.5 FEET) NORTH OF THE CENTER OF
 BJ3500'HIGHWAY 959, 1.1 METERS (3.5 FEET) NORTH-NORTHWEST OF A FENCE CORNER,
 BJ3500'0.5 METER (1.5 FEET) WEST OF A 4 STRAND BARB WIRE FENCE.
 BJ3500'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ3500'THE MARK IS ABOVE LEVEL WITH HIGHWAY 959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3607 ***********************************************************************
 BJ3607  DESIGNATION -  19 V 50 LADH
 BJ3607  PID         -  BJ3607
 BJ3607  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3607  USGS QUAD   -  CHIPOLA (1984)
 BJ3607
 BJ3607                         *CURRENT SURVEY CONTROL
 BJ3607  ___________________________________________________________________
 BJ3607* NAD 83(1986)-  30 57 24.     (N)    090 51 57.     (W)     SCALED    
 BJ3607* NAVD 88     -        56.222  (meters)     184.46   (feet)  ADJUSTED  
 BJ3607  ___________________________________________________________________
 BJ3607  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3607  DYNAMIC HT  -          56.149 (meters)     184.22  (feet)  COMP
 BJ3607  MODELED GRAV-     979,359.0   (mgal)                       NAVD 88
 BJ3607
 BJ3607  VERT ORDER  -  SECOND    CLASS I
 BJ3607
 BJ3607.The horizontal coordinates were scaled from a topographic map and have
 BJ3607.an estimated accuracy of +/- 6 seconds.
 BJ3607
 BJ3607.The orthometric height was determined by differential leveling
 BJ3607.and adjusted by the National Geodetic Survey in February 1994..
 BJ3607
 BJ3607.The geoid height was determined by GEOID03.
 BJ3607
 BJ3607.The dynamic height is computed by dividing the NAVD 88
 BJ3607.geopotential number by the normal gravity value computed on the
 BJ3607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3607.degrees latitude (g = 980.6199 gals.).
 BJ3607
 BJ3607.The modeled gravity was interpolated from observed gravity values.
 BJ3607
 BJ3607;                    North         East    Units  Estimated Accuracy
 BJ3607;SPC LA S     -   272,410.    1,044,670.      MT  (+/- 180 meters Scaled)
 BJ3607
 BJ3607                          SUPERSEDED SURVEY CONTROL
 BJ3607
 BJ3607.No superseded survey control is available for this station.
 BJ3607
 BJ3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ038267(NAD 83)
 BJ3607_MARKER: DB = BENCH MARK DISK
 BJ3607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3607_SP_SET: CONCRETE POST
 BJ3607_STAMPING: 19V50 1984
 BJ3607_MARK LOGO: LADH  
 BJ3607_PROJECTION: FLUSH
 BJ3607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3607+STABILITY: SURFACE MOTION
 BJ3607
 BJ3607  HISTORY     - Date     Condition        Report By
 BJ3607  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3607
 BJ3607                          STATION DESCRIPTION
 BJ3607
 BJ3607'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3607'25.6 KM (15.9 MI) NE FROM CLINTON.
 BJ3607'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3607'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3607'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3607'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO
 BJ3607'THE JUNCTION WITH STATE HIGHWAY 432, THENCE EAST (RIGHT) ON HIGHWAY
 BJ3607'432 FOR 1.4 KM (0.9 MI) TO A GRAVEL ROAD (BEAVER CREEK ROAD), THENCE
 BJ3607'NORTH (LEFT) ON THE GRAVEL ROAD FOR 1.4 KM (0.9 MI) TO THE BENCH MARK
 BJ3607'ON THE RIGHT SET NEAR A FENCE LINE, 8.8 METERS (29 FT) NORTH-NORTHWEST
 BJ3607'OF AN 18-INCH OAK TREE, 5.2 METERS (17 FT) SOUTHEAST OF THE CENTER OF
 BJ3607'THE GRAVEL ROAD, AND 1.2 METERS (4 FT) NORTHWEST OF A 4-STRAND BARB
 BJ3607'WIRE FENCE.
 BJ3607'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 BJ3607'THE MARK IS 0.30 M ABOVE BEAVER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3612 ***********************************************************************
 BJ3612  DESIGNATION -  19 V 51 LADH
 BJ3612  PID         -  BJ3612
 BJ3612  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3612  USGS QUAD   -  CHIPOLA (1984)
 BJ3612
 BJ3612                         *CURRENT SURVEY CONTROL
 BJ3612  ___________________________________________________________________
 BJ3612* NAD 83(1986)-  30 58 44.     (N)    090 51 34.     (W)     SCALED    
 BJ3612* NAVD 88     -        59.286  (meters)     194.51   (feet)  ADJUSTED  
 BJ3612  ___________________________________________________________________
 BJ3612  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3612  DYNAMIC HT  -          59.210 (meters)     194.26  (feet)  COMP
 BJ3612  MODELED GRAV-     979,361.6   (mgal)                       NAVD 88
 BJ3612
 BJ3612  VERT ORDER  -  SECOND    CLASS I
 BJ3612
 BJ3612.The horizontal coordinates were scaled from a topographic map and have
 BJ3612.an estimated accuracy of +/- 6 seconds.
 BJ3612
 BJ3612.The orthometric height was determined by differential leveling
 BJ3612.and adjusted by the National Geodetic Survey in February 1994..
 BJ3612
 BJ3612.The geoid height was determined by GEOID03.
 BJ3612
 BJ3612.The dynamic height is computed by dividing the NAVD 88
 BJ3612.geopotential number by the normal gravity value computed on the
 BJ3612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3612.degrees latitude (g = 980.6199 gals.).
 BJ3612
 BJ3612.The modeled gravity was interpolated from observed gravity values.
 BJ3612
 BJ3612;                    North         East    Units  Estimated Accuracy
 BJ3612;SPC LA S     -   274,880.    1,045,270.      MT  (+/- 180 meters Scaled)
 BJ3612
 BJ3612                          SUPERSEDED SURVEY CONTROL
 BJ3612
 BJ3612.No superseded survey control is available for this station.
 BJ3612
 BJ3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ044292(NAD 83)
 BJ3612_MARKER: DB = BENCH MARK DISK
 BJ3612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3612_SP_SET: CONCRETE POST
 BJ3612_STAMPING: 19V51 1984
 BJ3612_MARK LOGO: LADH  
 BJ3612_PROJECTION: FLUSH
 BJ3612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3612+STABILITY: SURFACE MOTION
 BJ3612
 BJ3612  HISTORY     - Date     Condition        Report By
 BJ3612  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3612
 BJ3612                          STATION DESCRIPTION
 BJ3612
 BJ3612'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3612'28.2 KM (17.5 MI) NE FROM CLINTON.
 BJ3612'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3612'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3612'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3612'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO
 BJ3612'THE JUNCTION WITH STATE HIGHWAY 432, THENCE EAST (RIGHT) ON HIGHWAY
 BJ3612'432 FOR 1.4 KM (0.9 MI) TO A GRAVEL ROAD (BEAVER CREEK ROAD), THENCE
 BJ3612'NORTH (LEFT) ON THE GRAVEL ROAD FOR 4KM (2.5 MI) TO THE BENCH MARK ON
 BJ3612'THE LEFT NEAR A DRIVE INTO A TRAVEL TRAILER PARK, 15.5 METERS (51 FT)
 BJ3612'SOUTHEAST OF THE CENTER OF DRIVE INTO TRAVEL PARK, 7 METERS (23 FT)
 BJ3612'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, AND 0.5 METER (1.5 FT)
 BJ3612'SOUTHWEST OF A POWER POLE WITH TRANSFORMER.
 BJ3612'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3612'THE MARK IS 0.30 M ABOVE BEAVER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3614 ***********************************************************************
 BJ3614  DESIGNATION -  19 V 52 LADH
 BJ3614  PID         -  BJ3614
 BJ3614  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3614  USGS QUAD   -  FELPS (1984)
 BJ3614
 BJ3614                         *CURRENT SURVEY CONTROL
 BJ3614  ___________________________________________________________________
 BJ3614* NAD 83(1986)-  30 56 31.     (N)    090 52 37.     (W)     SCALED    
 BJ3614* NAVD 88     -        62.733  (meters)     205.82   (feet)  ADJUSTED  
 BJ3614  ___________________________________________________________________
 BJ3614  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3614  DYNAMIC HT  -          62.653 (meters)     205.55  (feet)  COMP
 BJ3614  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ3614
 BJ3614  VERT ORDER  -  SECOND    CLASS I
 BJ3614
 BJ3614.The horizontal coordinates were scaled from a topographic map and have
 BJ3614.an estimated accuracy of +/- 6 seconds.
 BJ3614
 BJ3614.The orthometric height was determined by differential leveling
 BJ3614.and adjusted by the National Geodetic Survey in February 1994..
 BJ3614
 BJ3614.The geoid height was determined by GEOID03.
 BJ3614
 BJ3614.The dynamic height is computed by dividing the NAVD 88
 BJ3614.geopotential number by the normal gravity value computed on the
 BJ3614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3614.degrees latitude (g = 980.6199 gals.).
 BJ3614
 BJ3614.The modeled gravity was interpolated from observed gravity values.
 BJ3614
 BJ3614;                    North         East    Units  Estimated Accuracy
 BJ3614;SPC LA S     -   270,780.    1,043,620.      MT  (+/- 180 meters Scaled)
 BJ3614
 BJ3614                          SUPERSEDED SURVEY CONTROL
 BJ3614
 BJ3614.No superseded survey control is available for this station.
 BJ3614
 BJ3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ028251(NAD 83)
 BJ3614_MARKER: DB = BENCH MARK DISK
 BJ3614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3614_SP_SET: CONCRETE POST
 BJ3614_STAMPING: 19V52 1984
 BJ3614_MARK LOGO: LADH  
 BJ3614_PROJECTION: FLUSH
 BJ3614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3614+STABILITY: SURFACE MOTION
 BJ3614
 BJ3614  HISTORY     - Date     Condition        Report By
 BJ3614  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3614
 BJ3614                          STATION DESCRIPTION
 BJ3614
 BJ3614'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3614'22.7 KM (14.1 MI) NE FROM CLINTON.
 BJ3614'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3614'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3614'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3614'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO
 BJ3614'THE JUNCTION WITH STATE HIGHWAY 432 WITH THE BENCH MARK SET IN THE
 BJ3614'SOUTHWEST QUADRANT OF THE JUNCTION, 32 METERS (105 FT) SOUTH OF THE
 BJ3614'CENTER OF HIGHWAY 432, 16.3 METERS (53.5 FT) WEST OF THE CENTER OF
 BJ3614'HIGHWAY 961, 2.3 METERS (7.4 FT) SOUTH OF A TELEPHONE JUNCTION BOX AND
 BJ3614'A RIGHT-OF-WAY MARKER, AND 0.3 METER (1 FT) EAST OF A COMBINATION MESH
 BJ3614'AND BARB WIRE FENCE.
 BJ3614'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 BJ3614'THE MARK IS 0.30 M BELOW HIGHWAY 961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3619 ***********************************************************************
 BJ3619  DESIGNATION -  19 V 53 LADH
 BJ3619  PID         -  BJ3619
 BJ3619  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3619  USGS QUAD   -  FELPS (1984)
 BJ3619
 BJ3619                         *CURRENT SURVEY CONTROL
 BJ3619  ___________________________________________________________________
 BJ3619* NAD 83(1986)-  30 56 06.     (N)    090 53 05.     (W)     SCALED    
 BJ3619* NAVD 88     -        77.281  (meters)     253.55   (feet)  ADJUSTED  
 BJ3619  ___________________________________________________________________
 BJ3619  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ3619  DYNAMIC HT  -          77.182 (meters)     253.22  (feet)  COMP
 BJ3619  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BJ3619
 BJ3619  VERT ORDER  -  SECOND    CLASS I
 BJ3619
 BJ3619.The horizontal coordinates were scaled from a topographic map and have
 BJ3619.an estimated accuracy of +/- 6 seconds.
 BJ3619
 BJ3619.The orthometric height was determined by differential leveling
 BJ3619.and adjusted by the National Geodetic Survey in February 1994..
 BJ3619
 BJ3619.The geoid height was determined by GEOID03.
 BJ3619
 BJ3619.The dynamic height is computed by dividing the NAVD 88
 BJ3619.geopotential number by the normal gravity value computed on the
 BJ3619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3619.degrees latitude (g = 980.6199 gals.).
 BJ3619
 BJ3619.The modeled gravity was interpolated from observed gravity values.
 BJ3619
 BJ3619;                    North         East    Units  Estimated Accuracy
 BJ3619;SPC LA S     -   270,000.    1,042,880.      MT  (+/- 180 meters Scaled)
 BJ3619
 BJ3619                          SUPERSEDED SURVEY CONTROL
 BJ3619
 BJ3619.No superseded survey control is available for this station.
 BJ3619
 BJ3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ020243(NAD 83)
 BJ3619_MARKER: DB = BENCH MARK DISK
 BJ3619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3619_SP_SET: CONCRETE POST
 BJ3619_STAMPING: 19V53 1984
 BJ3619_MARK LOGO: LADH  
 BJ3619_PROJECTION: FLUSH
 BJ3619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3619+STABILITY: SURFACE MOTION
 BJ3619
 BJ3619  HISTORY     - Date     Condition        Report By
 BJ3619  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3619
 BJ3619                          STATION DESCRIPTION
 BJ3619
 BJ3619'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3619'20.8 KM (12.9 MI) NE FROM CLINTON.
 BJ3619'ABOUT 14.7 KM (9.15 MILES) EAST ALONG STATE HIGHWAY 10 FROM THE
 BJ3619'COURTHOUSE IN CLINTON TO ITS JUNCTION WITH FOLLEY BROWN ROAD TO THE
 BJ3619'LEFT, THENCE 6.0 KM (3.75 MILES) NORTHERLY ALONG FOLLEY BROWN ROAD TO
 BJ3619'THE JUNCTION WITH STATE HIGHWAY 961 AND THE MARK ON THE LEFT,
 BJ3619'10.8 METERS (35.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF FOLLEY BROWN
 BJ3619'ROAD, 11.0 METERS (36.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE
 BJ3619'HIGHWAY 961, 11.0 METERS (36.0 FT) WEST-NORTHWEST OF A BARBED WIRE
 BJ3619'FENCE, AND 1.4 METERS (4.5 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX.
 BJ3619'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 BJ3619'THE MARK IS ABOVE LEVEL WITH FOLLY BROWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3620 ***********************************************************************
 BJ3620  DESIGNATION -  19 V 54 LADH
 BJ3620  PID         -  BJ3620
 BJ3620  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3620  USGS QUAD   -  FELPS (1984)
 BJ3620
 BJ3620                         *CURRENT SURVEY CONTROL
 BJ3620  ___________________________________________________________________
 BJ3620* NAD 83(1986)-  30 55 29.     (N)    090 53 01.     (W)     SCALED    
 BJ3620* NAVD 88     -        80.179  (meters)     263.05   (feet)  ADJUSTED  
 BJ3620  ___________________________________________________________________
 BJ3620  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3620  DYNAMIC HT  -          80.076 (meters)     262.72  (feet)  COMP
 BJ3620  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ3620
 BJ3620  VERT ORDER  -  SECOND    CLASS I
 BJ3620
 BJ3620.The horizontal coordinates were scaled from a topographic map and have
 BJ3620.an estimated accuracy of +/- 6 seconds.
 BJ3620
 BJ3620.The orthometric height was determined by differential leveling
 BJ3620.and adjusted by the National Geodetic Survey in February 1994..
 BJ3620
 BJ3620.The geoid height was determined by GEOID03.
 BJ3620
 BJ3620.The dynamic height is computed by dividing the NAVD 88
 BJ3620.geopotential number by the normal gravity value computed on the
 BJ3620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3620.degrees latitude (g = 980.6199 gals.).
 BJ3620
 BJ3620.The modeled gravity was interpolated from observed gravity values.
 BJ3620
 BJ3620;                    North         East    Units  Estimated Accuracy
 BJ3620;SPC LA S     -   268,860.    1,042,990.      MT  (+/- 180 meters Scaled)
 BJ3620
 BJ3620                          SUPERSEDED SURVEY CONTROL
 BJ3620
 BJ3620.No superseded survey control is available for this station.
 BJ3620
 BJ3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ022231(NAD 83)
 BJ3620_MARKER: DB = BENCH MARK DISK
 BJ3620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3620_SP_SET: CONCRETE POST
 BJ3620_STAMPING: 19V54 1984
 BJ3620_MARK LOGO: LADH  
 BJ3620_PROJECTION: FLUSH
 BJ3620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3620+STABILITY: SURFACE MOTION
 BJ3620
 BJ3620  HISTORY     - Date     Condition        Report By
 BJ3620  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3620
 BJ3620                          STATION DESCRIPTION
 BJ3620
 BJ3620'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3620'19.7 KM (12.25 MI) NE FROM CLINTON.
 BJ3620'ABOUT 14.7 KM (9.15 MILES) EAST ALONG STATE HIGHWAY 10 FROM THE
 BJ3620'COURTHOUSE IN CLINTON TO ITS JUNCTION WITH FOLLEY BROWN ROAD TO THE
 BJ3620'LEFT, THENCE 5.0 KM (3.1 MILES) NORTHERLY ALONG FOLLEY BROWN ROAD TO
 BJ3620'THE MARK ON THE RIGHT, 5.9 METERS (19.5 FT) EAST OF THE CENTERLINE OF
 BJ3620'FOLLEY BROWN ROAD, 3.8 METERS (12.5 FT) NORTH OF THE CENTER OF A
 BJ3620'GRAVEL DRIVE LEADING TO A FRAME HOUSE, AND 0.6 METER (2.0 FT) WEST OF
 BJ3620'A 5X5 FENCE POST.
 BJ3620'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 BJ3620'THE MARK IS ABOVE LEVEL WITH FOLLY BROWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3622 ***********************************************************************
 BJ3622  DESIGNATION -  19 V 55 LADH
 BJ3622  PID         -  BJ3622
 BJ3622  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3622  USGS QUAD   -  CHIPOLA (1984)
 BJ3622
 BJ3622                         *CURRENT SURVEY CONTROL
 BJ3622  ___________________________________________________________________
 BJ3622* NAD 83(1986)-  30 54 32.     (N)    090 52 16.     (W)     SCALED    
 BJ3622* NAVD 88     -        60.411  (meters)     198.20   (feet)  ADJUSTED  
 BJ3622  ___________________________________________________________________
 BJ3622  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3622  DYNAMIC HT  -          60.334 (meters)     197.95  (feet)  COMP
 BJ3622  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 BJ3622
 BJ3622  VERT ORDER  -  SECOND    CLASS I
 BJ3622
 BJ3622.The horizontal coordinates were scaled from a topographic map and have
 BJ3622.an estimated accuracy of +/- 6 seconds.
 BJ3622
 BJ3622.The orthometric height was determined by differential leveling
 BJ3622.and adjusted by the National Geodetic Survey in February 1994..
 BJ3622
 BJ3622.The geoid height was determined by GEOID03.
 BJ3622
 BJ3622.The dynamic height is computed by dividing the NAVD 88
 BJ3622.geopotential number by the normal gravity value computed on the
 BJ3622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3622.degrees latitude (g = 980.6199 gals.).
 BJ3622
 BJ3622.The modeled gravity was interpolated from observed gravity values.
 BJ3622
 BJ3622;                    North         East    Units  Estimated Accuracy
 BJ3622;SPC LA S     -   267,110.    1,044,190.      MT  (+/- 180 meters Scaled)
 BJ3622
 BJ3622                          SUPERSEDED SURVEY CONTROL
 BJ3622
 BJ3622.No superseded survey control is available for this station.
 BJ3622
 BJ3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ034214(NAD 83)
 BJ3622_MARKER: DB = BENCH MARK DISK
 BJ3622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3622_SP_SET: CONCRETE HEADWALL
 BJ3622_STAMPING: 19V55 1984
 BJ3622_MARK LOGO: LADH  
 BJ3622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3622+STABILITY: SURFACE MOTION
 BJ3622
 BJ3622  HISTORY     - Date     Condition        Report By
 BJ3622  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3622
 BJ3622                          STATION DESCRIPTION
 BJ3622
 BJ3622'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3622'16.9 KM (10.5 MI) NE FROM CLINTON.
 BJ3622'ABOUT 14.7 KM (9.15 MILES) EAST ALONG STATE HIGHWAY 10 FROM THE
 BJ3622'COURTHOUSE IN CLINTON TO ITS JUNCTION WITH FOLLEY BROWN ROAD TO THE
 BJ3622'LEFT, THENCE 2.2 KM (1.4 MILES) NORTHERLY ALONG FOLLEY BROWN ROAD TO
 BJ3622'THE MARK SET ON THE RIGHT NEAR THE GULF STATES UTILITIES SUB-STATION,
 BJ3622'4.3 METERS (14.0 FT) EAST OF THE CENTERLINE OF FOLLEY BROWN ROAD,
 BJ3622'10.4 METERS (34.0 FT) NORTH OF THE CENTER OF THE DRIVEWAY LEADING TO
 BJ3622'THE SUB STATION, 1.5 METERS (5.0 FT) NORTHWEST OF A FENCE CORNER OF A
 BJ3622'CHAIN LINK FENCE SURROUNDING THE SUBSTATION.
 BJ3622'THE MARK IS 2.44 METERS  S FROM A WITNESS POST.
 BJ3622'THE MARK IS ABOVE LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3623 ***********************************************************************
 BJ3623  DESIGNATION -  19 V 56 LADH
 BJ3623  PID         -  BJ3623
 BJ3623  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3623  USGS QUAD   -  CHIPOLA (1984)
 BJ3623
 BJ3623                         *CURRENT SURVEY CONTROL
 BJ3623  ___________________________________________________________________
 BJ3623* NAD 83(1986)-  30 53 48.     (N)    090 52 04.     (W)     SCALED    
 BJ3623* NAVD 88     -        71.910  (meters)     235.92   (feet)  ADJUSTED  
 BJ3623  ___________________________________________________________________
 BJ3623  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3623  DYNAMIC HT  -          71.817 (meters)     235.62  (feet)  COMP
 BJ3623  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 BJ3623
 BJ3623  VERT ORDER  -  SECOND    CLASS I
 BJ3623
 BJ3623.The horizontal coordinates were scaled from a topographic map and have
 BJ3623.an estimated accuracy of +/- 6 seconds.
 BJ3623
 BJ3623.The orthometric height was determined by differential leveling
 BJ3623.and adjusted by the National Geodetic Survey in February 1994..
 BJ3623
 BJ3623.The geoid height was determined by GEOID03.
 BJ3623
 BJ3623.The dynamic height is computed by dividing the NAVD 88
 BJ3623.geopotential number by the normal gravity value computed on the
 BJ3623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3623.degrees latitude (g = 980.6199 gals.).
 BJ3623
 BJ3623.The modeled gravity was interpolated from observed gravity values.
 BJ3623
 BJ3623;                    North         East    Units  Estimated Accuracy
 BJ3623;SPC LA S     -   265,760.    1,044,510.      MT  (+/- 180 meters Scaled)
 BJ3623
 BJ3623                          SUPERSEDED SURVEY CONTROL
 BJ3623
 BJ3623.No superseded survey control is available for this station.
 BJ3623
 BJ3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ037200(NAD 83)
 BJ3623_MARKER: DB = BENCH MARK DISK
 BJ3623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3623_SP_SET: CONCRETE POST
 BJ3623_STAMPING: 19V56 1984
 BJ3623_MARK LOGO: LADH  
 BJ3623_PROJECTION: FLUSH
 BJ3623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3623+STABILITY: SURFACE MOTION
 BJ3623
 BJ3623  HISTORY     - Date     Condition        Report By
 BJ3623  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3623
 BJ3623                          STATION DESCRIPTION
 BJ3623
 BJ3623'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3623'15.5 KM (9.65 MI) NE FROM CLINTON.
 BJ3623'ABOUT 14.7 KM (9.15 MILES) EAST ALONG STATE HIGHWAY 10 FROM THE
 BJ3623'COURTHOUSE IN CLINTON TO ITS JUNCTION WITH FOLLEY BROWN ROAD TO THE
 BJ3623'LEFT, THENCE 0.8 KM (0.5 MILE) NORTHERLY ALONG FOLLEY BROWN ROAD TO
 BJ3623'THE MARK ON THE LEFT, 5.8 METERS (19.0 FEET) NORTHWEST OF THE
 BJ3623'CENTERLINE OF FOLLEY BROWN ROAD, 11.6 METERS (38.0 FEET) SOUTH OF THE
 BJ3623'WEST END OF A METAL GATE, 4.6 METERS (15.0 FEET) SOUTH-SOUTHEAST OF A
 BJ3623'POWER POLE WITH ONE GUY WIRE, AND 0.6 METERS (2.0 FEET) EAST-SOUTHEAST
 BJ3623'OF A FENCE CORNER.
 BJ3623'THE MARK IS 0.82 METERS  E FROM A WITNESS POST.
 BJ3623'THE MARK IS 0.61 M ABOVE FOLLEY BROWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3672 ***********************************************************************
 BJ3672  DESIGNATION -  19 V 57 LADH
 BJ3672  PID         -  BJ3672
 BJ3672  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3672  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3672
 BJ3672                         *CURRENT SURVEY CONTROL
 BJ3672  ___________________________________________________________________
 BJ3672* NAD 83(1986)-  30 52 24.     (N)    090 52 52.     (W)     SCALED    
 BJ3672* NAVD 88     -        71.921  (meters)     235.96   (feet)  ADJUSTED  
 BJ3672  ___________________________________________________________________
 BJ3672  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3672  DYNAMIC HT  -          71.828 (meters)     235.66  (feet)  COMP
 BJ3672  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 BJ3672
 BJ3672  VERT ORDER  -  SECOND    CLASS I
 BJ3672
 BJ3672.The horizontal coordinates were scaled from a topographic map and have
 BJ3672.an estimated accuracy of +/- 6 seconds.
 BJ3672
 BJ3672.The orthometric height was determined by differential leveling
 BJ3672.and adjusted by the National Geodetic Survey in February 1994..
 BJ3672
 BJ3672.The geoid height was determined by GEOID03.
 BJ3672
 BJ3672.The dynamic height is computed by dividing the NAVD 88
 BJ3672.geopotential number by the normal gravity value computed on the
 BJ3672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3672.degrees latitude (g = 980.6199 gals.).
 BJ3672
 BJ3672.The modeled gravity was interpolated from observed gravity values.
 BJ3672
 BJ3672;                    North         East    Units  Estimated Accuracy
 BJ3672;SPC LA S     -   263,170.    1,043,250.      MT  (+/- 180 meters Scaled)
 BJ3672
 BJ3672                          SUPERSEDED SURVEY CONTROL
 BJ3672
 BJ3672.No superseded survey control is available for this station.
 BJ3672
 BJ3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ025174(NAD 83)
 BJ3672_MARKER: DB = BENCH MARK DISK
 BJ3672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3672_SP_SET: CONCRETE POST
 BJ3672_STAMPING: 19V57 1984
 BJ3672_MARK LOGO: LADH  
 BJ3672_PROJECTION: FLUSH
 BJ3672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3672+STABILITY: SURFACE MOTION
 BJ3672
 BJ3672  HISTORY     - Date     Condition        Report By
 BJ3672  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3672
 BJ3672                          STATION DESCRIPTION
 BJ3672
 BJ3672'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3672'16.3 KM (10.1 MI) EAST FROM CLINTON.
 BJ3672'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3672'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3672'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 2.2 KM (1.35 MI) TO
 BJ3672'THE BENCH MARK ON THE RIGHT NEAR A POWER POLE, 7.3 METERS (24 FT) WEST
 BJ3672'OF THE CENTER OF RIVER ROAD, AND 1.5 METERS (5 FT) NORTHWEST OF A
 BJ3672'POWER POLE.
 BJ3672'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 BJ3672'THE MARK IS 0.30 M ABOVE RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3667 ***********************************************************************
 BJ3667  DESIGNATION -  19 V 58 LADH
 BJ3667  PID         -  BJ3667
 BJ3667  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3667  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3667
 BJ3667                         *CURRENT SURVEY CONTROL
 BJ3667  ___________________________________________________________________
 BJ3667* NAD 83(1986)-  30 50 58.     (N)    090 53 07.     (W)     SCALED    
 BJ3667* NAVD 88     -        73.688  (meters)     241.76   (feet)  ADJUSTED  
 BJ3667  ___________________________________________________________________
 BJ3667  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3667  DYNAMIC HT  -          73.593 (meters)     241.45  (feet)  COMP
 BJ3667  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3667
 BJ3667  VERT ORDER  -  SECOND    CLASS I
 BJ3667
 BJ3667.The horizontal coordinates were scaled from a topographic map and have
 BJ3667.an estimated accuracy of +/- 6 seconds.
 BJ3667
 BJ3667.The orthometric height was determined by differential leveling
 BJ3667.and adjusted by the National Geodetic Survey in February 1994..
 BJ3667
 BJ3667.The geoid height was determined by GEOID03.
 BJ3667
 BJ3667.The dynamic height is computed by dividing the NAVD 88
 BJ3667.geopotential number by the normal gravity value computed on the
 BJ3667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3667.degrees latitude (g = 980.6199 gals.).
 BJ3667
 BJ3667.The modeled gravity was interpolated from observed gravity values.
 BJ3667
 BJ3667;                    North         East    Units  Estimated Accuracy
 BJ3667;SPC LA S     -   260,520.    1,042,860.      MT  (+/- 180 meters Scaled)
 BJ3667
 BJ3667                          SUPERSEDED SURVEY CONTROL
 BJ3667
 BJ3667.No superseded survey control is available for this station.
 BJ3667
 BJ3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ022148(NAD 83)
 BJ3667_MARKER: DB = BENCH MARK DISK
 BJ3667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3667_SP_SET: CONCRETE POST
 BJ3667_STAMPING: 19V58 1984
 BJ3667_MARK LOGO: LADH  
 BJ3667_PROJECTION: FLUSH
 BJ3667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3667+STABILITY: SURFACE MOTION
 BJ3667
 BJ3667  HISTORY     - Date     Condition        Report By
 BJ3667  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3667
 BJ3667                          STATION DESCRIPTION
 BJ3667
 BJ3667'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3667'19 KM (11.8 MI) EAST FROM CLINTON.
 BJ3667'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3667'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3667'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5 KM (3.1 MI) TO
 BJ3667'THE BENCH MARK ON THE LEFT, 7.6 METERS (25 FT) EAST OF THE CENTER OF
 BJ3667'THE GRAVEL ROAD.
 BJ3667'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3667'THE MARK IS 0.30 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3666 ***********************************************************************
 BJ3666  DESIGNATION -  19 V 59 LADH
 BJ3666  PID         -  BJ3666
 BJ3666  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3666  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3666
 BJ3666                         *CURRENT SURVEY CONTROL
 BJ3666  ___________________________________________________________________
 BJ3666* NAD 83(1986)-  30 50 38.     (N)    090 52 57.     (W)     SCALED    
 BJ3666* NAVD 88     -        71.374  (meters)     234.17   (feet)  ADJUSTED  
 BJ3666  ___________________________________________________________________
 BJ3666  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3666  DYNAMIC HT  -          71.281 (meters)     233.86  (feet)  COMP
 BJ3666  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ3666
 BJ3666  VERT ORDER  -  SECOND    CLASS I
 BJ3666
 BJ3666.The horizontal coordinates were scaled from a topographic map and have
 BJ3666.an estimated accuracy of +/- 6 seconds.
 BJ3666
 BJ3666.The orthometric height was determined by differential leveling
 BJ3666.and adjusted by the National Geodetic Survey in February 1994..
 BJ3666
 BJ3666.The geoid height was determined by GEOID03.
 BJ3666
 BJ3666.The dynamic height is computed by dividing the NAVD 88
 BJ3666.geopotential number by the normal gravity value computed on the
 BJ3666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3666.degrees latitude (g = 980.6199 gals.).
 BJ3666
 BJ3666.The modeled gravity was interpolated from observed gravity values.
 BJ3666
 BJ3666;                    North         East    Units  Estimated Accuracy
 BJ3666;SPC LA S     -   259,900.    1,043,130.      MT  (+/- 180 meters Scaled)
 BJ3666
 BJ3666                          SUPERSEDED SURVEY CONTROL
 BJ3666
 BJ3666.No superseded survey control is available for this station.
 BJ3666
 BJ3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ025142(NAD 83)
 BJ3666_MARKER: DB = BENCH MARK DISK
 BJ3666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3666_SP_SET: CONCRETE POST
 BJ3666_STAMPING: 19V59 1984
 BJ3666_MARK LOGO: LADH  
 BJ3666_PROJECTION: FLUSH
 BJ3666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3666+STABILITY: SURFACE MOTION
 BJ3666
 BJ3666  HISTORY     - Date     Condition        Report By
 BJ3666  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3666
 BJ3666                          STATION DESCRIPTION
 BJ3666
 BJ3666'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3666'20 KM (12.4 MI) EAST FROM CLINTON.
 BJ3666'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3666'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3666'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3666'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD) WITH THE
 BJ3666'BENCH MARK SET IN FRONT OF THE JUNCTION, 9.4 METERS (31 FT) SOUTHEAST
 BJ3666'OF THE JUNCTION OF THE TWO GRAVEL ROADS, 7 METERS (23 FT)
 BJ3666'SOUTH-SOUTHEAST OF THE CENTER OF RATTLESNAKE ROAD, AND 1.8 METERS
 BJ3666'(6 FT) NORTH OF A TELEPHONE JUNCTION BOX.
 BJ3666'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3666'THE MARK IS 0.91 M ABOVE RATTLESNAKE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3502 ***********************************************************************
 BJ3502  DESIGNATION -  19 V 6 LADH
 BJ3502  PID         -  BJ3502
 BJ3502  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3502  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3502
 BJ3502                         *CURRENT SURVEY CONTROL
 BJ3502  ___________________________________________________________________
 BJ3502* NAD 83(1986)-  30 45 39.     (N)    090 53 09.     (W)     SCALED    
 BJ3502* NAVD 88     -        52.721  (meters)     172.97   (feet)  ADJUSTED  
 BJ3502  ___________________________________________________________________
 BJ3502  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3502  DYNAMIC HT  -          52.653 (meters)     172.75  (feet)  COMP
 BJ3502  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ3502
 BJ3502  VERT ORDER  -  SECOND    CLASS I
 BJ3502
 BJ3502.The horizontal coordinates were scaled from a topographic map and have
 BJ3502.an estimated accuracy of +/- 6 seconds.
 BJ3502
 BJ3502.The orthometric height was determined by differential leveling
 BJ3502.and adjusted by the National Geodetic Survey in February 1994..
 BJ3502
 BJ3502.The geoid height was determined by GEOID03.
 BJ3502
 BJ3502.The dynamic height is computed by dividing the NAVD 88
 BJ3502.geopotential number by the normal gravity value computed on the
 BJ3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3502.degrees latitude (g = 980.6199 gals.).
 BJ3502
 BJ3502.The modeled gravity was interpolated from observed gravity values.
 BJ3502
 BJ3502;                    North         East    Units  Estimated Accuracy
 BJ3502;SPC LA S     -   250,690.    1,042,850.      MT  (+/- 180 meters Scaled)
 BJ3502
 BJ3502                          SUPERSEDED SURVEY CONTROL
 BJ3502
 BJ3502.No superseded survey control is available for this station.
 BJ3502
 BJ3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ023050(NAD 83)
 BJ3502_MARKER: DB = BENCH MARK DISK
 BJ3502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3502_SP_SET: CONCRETE POST
 BJ3502_STAMPING: 19V6 1983
 BJ3502_MARK LOGO: LADH  
 BJ3502_PROJECTION: FLUSH
 BJ3502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3502+STABILITY: SURFACE MOTION
 BJ3502
 BJ3502  HISTORY     - Date     Condition        Report By
 BJ3502  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3502  HISTORY     - 1984     GOOD             LADTD
 BJ3502
 BJ3502                          STATION DESCRIPTION
 BJ3502
 BJ3502'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3502'15.2 KM (9.4 MI) NE FROM PRIDE.
 BJ3502'ABOUT 7.6 KM (4.7 MILES) NORTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3502'OFFICE IN PRIDE TO THE JUNCTION WITH STATE HIGHWAY 959, THENCE RIGHT
 BJ3502'AND EAST ON HIGHWAY 959 FOR ABOUT 7.6 KM (4.7 MILES) TO THE BENCH MARK
 BJ3502'ON THE LEFT AND EAST OF A GRAVEL DRIVE, 25.5 METERS (83.5 FEET)
 BJ3502'EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVE, 21.2 METERS (69.5
 BJ3502'FEET) EAST OF THE EAST END OF A CEMENT CULVERT UNDER GRAVEL DRIVE,
 BJ3502'11.6 METERS (38 FEET) NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 959,
 BJ3502'1.5 METERS (5 FEET) SOUTHEAST OF AN 18-INCH PINE TREE.
 BJ3502'THE MARK IS 1.52 METERS  SSE FROM A WITNESS POST.
 BJ3502'THE MARK IS 0.30 M BELOW HIGHWAY 959.
 BJ3502
 BJ3502                          STATION RECOVERY (1984)
 BJ3502
 BJ3502'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3665 ***********************************************************************
 BJ3665  DESIGNATION -  19 V 60 LADH
 BJ3665  PID         -  BJ3665
 BJ3665  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3665  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3665
 BJ3665                         *CURRENT SURVEY CONTROL
 BJ3665  ___________________________________________________________________
 BJ3665* NAD 83(1986)-  30 50 07.     (N)    090 53 06.     (W)     SCALED    
 BJ3665* NAVD 88     -        73.893  (meters)     242.43   (feet)  ADJUSTED  
 BJ3665  ___________________________________________________________________
 BJ3665  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3665  DYNAMIC HT  -          73.798 (meters)     242.12  (feet)  COMP
 BJ3665  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BJ3665
 BJ3665  VERT ORDER  -  SECOND    CLASS I
 BJ3665
 BJ3665.The horizontal coordinates were scaled from a topographic map and have
 BJ3665.an estimated accuracy of +/- 6 seconds.
 BJ3665
 BJ3665.The orthometric height was determined by differential leveling
 BJ3665.and adjusted by the National Geodetic Survey in February 1994..
 BJ3665
 BJ3665.The geoid height was determined by GEOID03.
 BJ3665
 BJ3665.The dynamic height is computed by dividing the NAVD 88
 BJ3665.geopotential number by the normal gravity value computed on the
 BJ3665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3665.degrees latitude (g = 980.6199 gals.).
 BJ3665
 BJ3665.The modeled gravity was interpolated from observed gravity values.
 BJ3665
 BJ3665;                    North         East    Units  Estimated Accuracy
 BJ3665;SPC LA S     -   258,950.    1,042,890.      MT  (+/- 180 meters Scaled)
 BJ3665
 BJ3665                          SUPERSEDED SURVEY CONTROL
 BJ3665
 BJ3665.No superseded survey control is available for this station.
 BJ3665
 BJ3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ022132(NAD 83)
 BJ3665_MARKER: DB = BENCH MARK DISK
 BJ3665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3665_SP_SET: CONCRETE POST
 BJ3665_STAMPING: 19V60 1984
 BJ3665_MARK LOGO: LADH  
 BJ3665_PROJECTION: FLUSH
 BJ3665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3665+STABILITY: SURFACE MOTION
 BJ3665
 BJ3665  HISTORY     - Date     Condition        Report By
 BJ3665  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3665
 BJ3665                          STATION DESCRIPTION
 BJ3665
 BJ3665'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3665'20.9 KM (13 MI) SE FROM CLINTON.
 BJ3665'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3665'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3665'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3665'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3665'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3665'WITH A BLACKTOP ROAD WITH THE BENCH MARK ON THE LEFT NEAR THE
 BJ3665'SOUTHWEST CORNER OF THE GILEAD CEMETERY, 35.4 METERS (116 FT)
 BJ3665'NORTH-NORTHEAST OF THE CENTER OF A BLACKTOP ROAD, 18.9 METERS (62 FT)
 BJ3665'NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX, 17.5 METERS (57.5 FT)
 BJ3665'EAST OF THE CENTER OF RATTLESNAKE ROAD, AND 1.2 METERS (4 FT)
 BJ3665'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND
 BJ3665'THE CEMETERY.
 BJ3665'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ3665'THE MARK IS 0.61 M ABOVE RATTLESNAKE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3660 ***********************************************************************
 BJ3660  DESIGNATION -  19 V 61 LADH
 BJ3660  PID         -  BJ3660
 BJ3660  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3660  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3660
 BJ3660                         *CURRENT SURVEY CONTROL
 BJ3660  ___________________________________________________________________
 BJ3660* NAD 83(1986)-  30 49 31.     (N)    090 52 29.     (W)     SCALED    
 BJ3660* NAVD 88     -        58.049  (meters)     190.45   (feet)  ADJUSTED  
 BJ3660  ___________________________________________________________________
 BJ3660  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3660  DYNAMIC HT  -          57.974 (meters)     190.20  (feet)  COMP
 BJ3660  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ3660
 BJ3660  VERT ORDER  -  SECOND    CLASS I
 BJ3660
 BJ3660.The horizontal coordinates were scaled from a topographic map and have
 BJ3660.an estimated accuracy of +/- 6 seconds.
 BJ3660
 BJ3660.The orthometric height was determined by differential leveling
 BJ3660.and adjusted by the National Geodetic Survey in February 1994..
 BJ3660
 BJ3660.The geoid height was determined by GEOID03.
 BJ3660
 BJ3660.The dynamic height is computed by dividing the NAVD 88
 BJ3660.geopotential number by the normal gravity value computed on the
 BJ3660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3660.degrees latitude (g = 980.6199 gals.).
 BJ3660
 BJ3660.The modeled gravity was interpolated from observed gravity values.
 BJ3660
 BJ3660;                    North         East    Units  Estimated Accuracy
 BJ3660;SPC LA S     -   257,840.    1,043,880.      MT  (+/- 180 meters Scaled)
 BJ3660
 BJ3660                          SUPERSEDED SURVEY CONTROL
 BJ3660
 BJ3660.No superseded survey control is available for this station.
 BJ3660
 BJ3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ032121(NAD 83)
 BJ3660_MARKER: DB = BENCH MARK DISK
 BJ3660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3660_SP_SET: CONCRETE POST
 BJ3660_STAMPING: 19V61 1984
 BJ3660_MARK LOGO: LADH  
 BJ3660_PROJECTION: FLUSH
 BJ3660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3660+STABILITY: SURFACE MOTION
 BJ3660
 BJ3660  HISTORY     - Date     Condition        Report By
 BJ3660  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3660
 BJ3660                          STATION DESCRIPTION
 BJ3660
 BJ3660'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3660'22.7 KM (14.1 MI) SE FROM CLINTON.
 BJ3660'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3660'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3660'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3660'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3660'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3660'WITH A BLACKTOP ROAD, THENCE SOUTHEAST ON THE BLACKTOP ROAD FOR 1.7 KM
 BJ3660'(1.05 MI) TO THE JUNCTION WITH A GRAVEL ROAD (RIVER ROAD) ON THE LEFT
 BJ3660'WITH THE BENCH MARK ON THE LEFT AND EAST OF THE GRAVEL ROAD,
 BJ3660'17.8 METERS (58.5 FT) NORTH OF THE CENTER OF THE BLACKTOP ROAD,
 BJ3660'9.3 METERS (30.5 FT) EAST OF THE CENTER OF THE GRAVEL ROAD, 6.9 METERS
 BJ3660'(22.5 FT) SOUTH OF A 36-INCH RED OAK TREE, AND 0.9 METERS (3 FT) WEST
 BJ3660'OF A FENCE.
 BJ3660'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 BJ3660'THE MARK IS 0.30 M BELOW BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3659 ***********************************************************************
 BJ3659  DESIGNATION -  19 V 62 LADH
 BJ3659  PID         -  BJ3659
 BJ3659  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3659  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3659
 BJ3659                         *CURRENT SURVEY CONTROL
 BJ3659  ___________________________________________________________________
 BJ3659* NAD 83(1986)-  30 48 44.     (N)    090 52 00.     (W)     SCALED    
 BJ3659* NAVD 88     -        63.706  (meters)     209.01   (feet)  ADJUSTED  
 BJ3659  ___________________________________________________________________
 BJ3659  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3659  DYNAMIC HT  -          63.623 (meters)     208.74  (feet)  COMP
 BJ3659  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 BJ3659
 BJ3659  VERT ORDER  -  SECOND    CLASS I
 BJ3659
 BJ3659.The horizontal coordinates were scaled from a topographic map and have
 BJ3659.an estimated accuracy of +/- 6 seconds.
 BJ3659
 BJ3659.The orthometric height was determined by differential leveling
 BJ3659.and adjusted by the National Geodetic Survey in February 1994..
 BJ3659
 BJ3659.The geoid height was determined by GEOID03.
 BJ3659
 BJ3659.The dynamic height is computed by dividing the NAVD 88
 BJ3659.geopotential number by the normal gravity value computed on the
 BJ3659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3659.degrees latitude (g = 980.6199 gals.).
 BJ3659
 BJ3659.The modeled gravity was interpolated from observed gravity values.
 BJ3659
 BJ3659;                    North         East    Units  Estimated Accuracy
 BJ3659;SPC LA S     -   256,400.    1,044,660.      MT  (+/- 180 meters Scaled)
 BJ3659
 BJ3659                          SUPERSEDED SURVEY CONTROL
 BJ3659
 BJ3659.No superseded survey control is available for this station.
 BJ3659
 BJ3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ040107(NAD 83)
 BJ3659_MARKER: DB = BENCH MARK DISK
 BJ3659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3659_SP_SET: CONCRETE POST
 BJ3659_STAMPING: 19V62 1984
 BJ3659_MARK LOGO: LADH  
 BJ3659_PROJECTION: FLUSH
 BJ3659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3659+STABILITY: SURFACE MOTION
 BJ3659
 BJ3659  HISTORY     - Date     Condition        Report By
 BJ3659  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3659
 BJ3659                          STATION DESCRIPTION
 BJ3659
 BJ3659'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3659'24.5 KM (15.2 MI) SE FROM CLINTON.
 BJ3659'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3659'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3659'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3659'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3659'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3659'WITH A BLACKTOP ROAD, THENCE SOUTHEAST ON THE BLACKTOP ROAD WHICH
 BJ3659'TURNS INTO STATE HIGHWAY 960 FOR 3.5 KM (2.15 MI) TO THE BENCH MARK ON
 BJ3659'THE LEFT, 43.4 METERS (142.5 FT) SOUTHEAST OF A POWER POLE, AND
 BJ3659'11.4 METERS (37.5 FT) NORTHEAST OF THE CENTER OF HIGHWAY 960.
 BJ3659'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3659'THE MARK IS 0.30 M ABOVE HIGHWAY 960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3658 ***********************************************************************
 BJ3658  DESIGNATION -  19 V 63 LADH
 BJ3658  PID         -  BJ3658
 BJ3658  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3658  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3658
 BJ3658                         *CURRENT SURVEY CONTROL
 BJ3658  ___________________________________________________________________
 BJ3658* NAD 83(1986)-  30 47 53.     (N)    090 51 43.     (W)     SCALED    
 BJ3658* NAVD 88     -        47.228  (meters)     154.95   (feet)  ADJUSTED  
 BJ3658  ___________________________________________________________________
 BJ3658  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3658  DYNAMIC HT  -          47.167 (meters)     154.75  (feet)  COMP
 BJ3658  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ3658
 BJ3658  VERT ORDER  -  SECOND    CLASS I
 BJ3658
 BJ3658.The horizontal coordinates were scaled from a topographic map and have
 BJ3658.an estimated accuracy of +/- 6 seconds.
 BJ3658
 BJ3658.The orthometric height was determined by differential leveling
 BJ3658.and adjusted by the National Geodetic Survey in February 1994..
 BJ3658
 BJ3658.The geoid height was determined by GEOID03.
 BJ3658
 BJ3658.The dynamic height is computed by dividing the NAVD 88
 BJ3658.geopotential number by the normal gravity value computed on the
 BJ3658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3658.degrees latitude (g = 980.6199 gals.).
 BJ3658
 BJ3658.The modeled gravity was interpolated from observed gravity values.
 BJ3658
 BJ3658;                    North         East    Units  Estimated Accuracy
 BJ3658;SPC LA S     -   254,830.    1,045,120.      MT  (+/- 180 meters Scaled)
 BJ3658
 BJ3658                          SUPERSEDED SURVEY CONTROL
 BJ3658
 BJ3658.No superseded survey control is available for this station.
 BJ3658
 BJ3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ045091(NAD 83)
 BJ3658_MARKER: DB = BENCH MARK DISK
 BJ3658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3658_SP_SET: CONCRETE POST
 BJ3658_STAMPING: 19V63 1984
 BJ3658_MARK LOGO: LADH  
 BJ3658_PROJECTION: FLUSH
 BJ3658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3658+STABILITY: SURFACE MOTION
 BJ3658
 BJ3658  HISTORY     - Date     Condition        Report By
 BJ3658  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3658
 BJ3658                          STATION DESCRIPTION
 BJ3658
 BJ3658'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3658'26.1 KM (16.2 MI) SE FROM CLINTON.
 BJ3658'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3658'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3658'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3658'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3658'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3658'WITH A BLACKTOP ROAD, THENCE SOUTHEAST ON THE BLACKTOP ROAD WHICH
 BJ3658'TURNS INTO STATE HIGHWAY 960 FOR 5.1 KM (3.15 MI) TO THE BENCH MARK ON
 BJ3658'THE LEFT SOUTH OF A GRAVEL DRIVE AND ACROSS THE ROAD FROM A GRAVEL
 BJ3658'T-ROAD, 18 METERS (59 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVE,
 BJ3658'11.6 METERS (38 FT) EAST OF THE CENTER OF HIGHWAY 960, 2.6 METERS
 BJ3658'(8.5 FT) WEST OF A 4-STRAND BARB WIRE FENCE, AND 2.3 METERS (7.5 FT)
 BJ3658'WEST-NORTHWEST OF POWER POLE NUMBER DS191-18-61 WITH TRANSFORMER.
 BJ3658'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3658'THE MARK IS 0.61 M BELOW HIGHWAY 960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3653 ***********************************************************************
 BJ3653  DESIGNATION -  19 V 64 LADH
 BJ3653  PID         -  BJ3653
 BJ3653  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3653  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3653
 BJ3653                         *CURRENT SURVEY CONTROL
 BJ3653  ___________________________________________________________________
 BJ3653* NAD 83(1986)-  30 46 15.     (N)    090 51 14.     (W)     SCALED    
 BJ3653* NAVD 88     -        38.352  (meters)     125.83   (feet)  ADJUSTED  
 BJ3653  ___________________________________________________________________
 BJ3653  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3653  DYNAMIC HT  -          38.303 (meters)     125.67  (feet)  COMP
 BJ3653  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ3653
 BJ3653  VERT ORDER  -  SECOND    CLASS I
 BJ3653
 BJ3653.The horizontal coordinates were scaled from a topographic map and have
 BJ3653.an estimated accuracy of +/- 6 seconds.
 BJ3653
 BJ3653.The orthometric height was determined by differential leveling
 BJ3653.and adjusted by the National Geodetic Survey in February 1994..
 BJ3653
 BJ3653.The geoid height was determined by GEOID03.
 BJ3653
 BJ3653.The dynamic height is computed by dividing the NAVD 88
 BJ3653.geopotential number by the normal gravity value computed on the
 BJ3653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3653.degrees latitude (g = 980.6199 gals.).
 BJ3653
 BJ3653.The modeled gravity was interpolated from observed gravity values.
 BJ3653
 BJ3653;                    North         East    Units  Estimated Accuracy
 BJ3653;SPC LA S     -   251,810.    1,045,900.      MT  (+/- 180 meters Scaled)
 BJ3653
 BJ3653                          SUPERSEDED SURVEY CONTROL
 BJ3653
 BJ3653.No superseded survey control is available for this station.
 BJ3653
 BJ3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ053061(NAD 83)
 BJ3653_MARKER: DB = BENCH MARK DISK
 BJ3653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3653_SP_SET: CONCRETE POST
 BJ3653_STAMPING: 19V64 1984
 BJ3653_MARK LOGO: LADH  
 BJ3653_PROJECTION: FLUSH
 BJ3653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3653+STABILITY: SURFACE MOTION
 BJ3653
 BJ3653  HISTORY     - Date     Condition        Report By
 BJ3653  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3653
 BJ3653                          STATION DESCRIPTION
 BJ3653
 BJ3653'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3653'32.4 KM (18.3 MI) SW FROM GREENSBURG.
 BJ3653'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3653'0.32 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAY 10 AND 37, THENCE
 BJ3653'LEFT (SOUTH) ALONG HIGHWAY 37 FOR 24.3 KM (15.1 MI) TO THE JUNCTION OF
 BJ3653'STATE HIGHWAYS 37 AND 63, THENCE RIGHT (NORTH) ALONG HIGHWAY 63 FOR
 BJ3653'1.9 KM (1.2 MI) TO THE JUNCTION OF STATE HIGHWAYS 63 AND 960, THENCE
 BJ3653'RIGHT (EAST) ALONG HIGHWAY 960 FOR 2.9 KM (1.8 MI) TO THE STATION ON
 BJ3653'THE LEFT, AT THE ENTRANCE OF THE ROAD RUNNER FARM, 19.8 METERS (65 FT)
 BJ3653'WEST-NORTHWEST OF THE CENTER OF HIGHWAY 960, 14.9 METERS (49 FT)
 BJ3653'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE, 1.8 METERS (6 FT)
 BJ3653'NORTH OF A TELEPHONE REPAIR BOX, AND 1.2 METERS (4 FT) NORTHEAST OF A
 BJ3653'COMBINATION NET AND BARBED WIRE FENCE CORNER.
 BJ3653'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 BJ3653'THE MARK IS 0.91 M BELOW HIGHWAY 960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3652 ***********************************************************************
 BJ3652  DESIGNATION -  19 V 65 LADH
 BJ3652  PID         -  BJ3652
 BJ3652  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3652  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3652
 BJ3652                         *CURRENT SURVEY CONTROL
 BJ3652  ___________________________________________________________________
 BJ3652* NAD 83(1986)-  30 45 31.     (N)    090 51 23.     (W)     SCALED    
 BJ3652* NAVD 88     -        37.714  (meters)     123.73   (feet)  ADJUSTED  
 BJ3652  ___________________________________________________________________
 BJ3652  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3652  DYNAMIC HT  -          37.665 (meters)     123.57  (feet)  COMP
 BJ3652  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ3652
 BJ3652  VERT ORDER  -  SECOND    CLASS I
 BJ3652
 BJ3652.The horizontal coordinates were scaled from a topographic map and have
 BJ3652.an estimated accuracy of +/- 6 seconds.
 BJ3652
 BJ3652.The orthometric height was determined by differential leveling
 BJ3652.and adjusted by the National Geodetic Survey in February 1994..
 BJ3652
 BJ3652.The geoid height was determined by GEOID03.
 BJ3652
 BJ3652.The dynamic height is computed by dividing the NAVD 88
 BJ3652.geopotential number by the normal gravity value computed on the
 BJ3652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3652.degrees latitude (g = 980.6199 gals.).
 BJ3652
 BJ3652.The modeled gravity was interpolated from observed gravity values.
 BJ3652
 BJ3652;                    North         East    Units  Estimated Accuracy
 BJ3652;SPC LA S     -   250,460.    1,045,670.      MT  (+/- 180 meters Scaled)
 BJ3652
 BJ3652                          SUPERSEDED SURVEY CONTROL
 BJ3652
 BJ3652.No superseded survey control is available for this station.
 BJ3652
 BJ3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ051048(NAD 83)
 BJ3652_MARKER: DB = BENCH MARK DISK
 BJ3652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3652_SP_SET: CONCRETE POST
 BJ3652_STAMPING: 19V65 1984
 BJ3652_MARK LOGO: LADH  
 BJ3652_PROJECTION: FLUSH
 BJ3652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3652+STABILITY: SURFACE MOTION
 BJ3652
 BJ3652  HISTORY     - Date     Condition        Report By
 BJ3652  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3652
 BJ3652                          STATION DESCRIPTION
 BJ3652
 BJ3652'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3652'27.9 KM (17.4 MI) SW FROM GREENSBURG.
 BJ3652'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3652'0.3 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAYS 10 AND 37, THENCE
 BJ3652'LEFT (SOUTH) ALONG HIGHWAY 37 FOR 24.3 KM (15.1 MI) TO THE JUNCTION OF
 BJ3652'STATE HIGHWAYS 37 AND 63, THENCE RIGHT (NORTH) ALONG HIGHWAY 63 FOR
 BJ3652'1.9 KM (1.2 MI) TO THE JUNCTION OF STATE HIGHWAYS 63 AND 960, THENCE
 BJ3652'RIGHT (EAST) ALONG HIGHWAY 960 FOR 1.4 KM (0.9 MI) TO THE STATION ON
 BJ3652'THE RIGHT, 46.6 METERS (153 FT) SOUTHWEST OF A POWER POLE WITH
 BJ3652'SECURITY LIGHT ATTACHED, 16.5 METERS (54 FT) EAST OF THE CENTER OF
 BJ3652'HIGHWAY 960, 4 METERS (13 FT) SOUTH OF THE CENTER OF A DOUBLE METAL
 BJ3652'GATE, AND 2.4 METERS (8 FT) NORTH OF A POWER POLE WITH TRANSFORMER
 BJ3652'ATTACHED.
 BJ3652'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3652'THE MARK IS 0.30 M BELOW HIGHWAY 960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3650 ***********************************************************************
 BJ3650  DESIGNATION -  19 V 66 LADH
 BJ3650  PID         -  BJ3650
 BJ3650  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3650  USGS QUAD   -  PINE GROVE (1980)
 BJ3650
 BJ3650                         *CURRENT SURVEY CONTROL
 BJ3650  ___________________________________________________________________
 BJ3650* NAD 83(1986)-  30 44 47.     (N)    090 51 32.     (W)     SCALED    
 BJ3650* NAVD 88     -        38.179  (meters)     125.26   (feet)  ADJUSTED  
 BJ3650  ___________________________________________________________________
 BJ3650  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3650  DYNAMIC HT  -          38.130 (meters)     125.10  (feet)  COMP
 BJ3650  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ3650
 BJ3650  VERT ORDER  -  SECOND    CLASS I
 BJ3650
 BJ3650.The horizontal coordinates were scaled from a topographic map and have
 BJ3650.an estimated accuracy of +/- 6 seconds.
 BJ3650
 BJ3650.The orthometric height was determined by differential leveling
 BJ3650.and adjusted by the National Geodetic Survey in February 1994..
 BJ3650
 BJ3650.The geoid height was determined by GEOID03.
 BJ3650
 BJ3650.The dynamic height is computed by dividing the NAVD 88
 BJ3650.geopotential number by the normal gravity value computed on the
 BJ3650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3650.degrees latitude (g = 980.6199 gals.).
 BJ3650
 BJ3650.The modeled gravity was interpolated from observed gravity values.
 BJ3650
 BJ3650;                    North         East    Units  Estimated Accuracy
 BJ3650;SPC LA S     -   249,100.    1,045,430.      MT  (+/- 180 meters Scaled)
 BJ3650
 BJ3650                          SUPERSEDED SURVEY CONTROL
 BJ3650
 BJ3650.No superseded survey control is available for this station.
 BJ3650
 BJ3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ049034(NAD 83)
 BJ3650_MARKER: DB = BENCH MARK DISK
 BJ3650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3650_SP_SET: CONCRETE POST
 BJ3650_STAMPING: 19V66 1984
 BJ3650_MARK LOGO: LADH  
 BJ3650_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3650+STABILITY: SURFACE MOTION
 BJ3650
 BJ3650  HISTORY     - Date     Condition        Report By
 BJ3650  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3650
 BJ3650                          STATION DESCRIPTION
 BJ3650
 BJ3650'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3650'26.5 KM (16.4 MI) SW FROM GREENSBURG.
 BJ3650'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ON STATE HIGHWAY 10 FOR
 BJ3650'0.3 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAYS 10 AND 37, THENCE
 BJ3650'LEFT (SOUTH) ALONG HIGHWAY 37 FOR 24.3 KM (15.1 MI) TO THE JUNCTION OF
 BJ3650'STATE HIGHWAYS 37 AND 63, THENCE NORTH (RIGHT) ON HIGHWAY 63 FOR
 BJ3650'1.9 KM (1.2 MI) TO THE JUNCTION WITH STATE HIGHWAY 960 WITH THE BENCH
 BJ3650'MARK SET ACROSS THE ROAD FROM THE JUNCTION, 31.4 METERS (103 FT) WEST
 BJ3650'OF A RIGHT-OF-WAY MARKER, 11.3 METERS (37 FT) SOUTHWEST OF THE CENTER
 BJ3650'OF HIGHWAY 63, 4.3 METERS (14 FT) SOUTH-SOUTHEAST OF THE CENTER OF A
 BJ3650'GRAVEL FIELD ROAD, AND 3.7 METERS (12 FT) NORTH OF A POWER POLE.
 BJ3650'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3650'THE MARK IS 0.30 M BELOW HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3649 ***********************************************************************
 BJ3649  DESIGNATION -  19 V 67 LADH
 BJ3649  PID         -  BJ3649
 BJ3649  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3649  USGS QUAD   -  PINE GROVE (1980)
 BJ3649
 BJ3649                         *CURRENT SURVEY CONTROL
 BJ3649  ___________________________________________________________________
 BJ3649* NAD 83(1986)-  30 43 50.     (N)    090 51 22.     (W)     SCALED    
 BJ3649* NAVD 88     -        36.252  (meters)     118.94   (feet)  ADJUSTED  
 BJ3649  ___________________________________________________________________
 BJ3649  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3649  DYNAMIC HT  -          36.204 (meters)     118.78  (feet)  COMP
 BJ3649  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ3649
 BJ3649  VERT ORDER  -  SECOND    CLASS I
 BJ3649
 BJ3649.The horizontal coordinates were scaled from a topographic map and have
 BJ3649.an estimated accuracy of +/- 6 seconds.
 BJ3649
 BJ3649.The orthometric height was determined by differential leveling
 BJ3649.and adjusted by the National Geodetic Survey in February 1994..
 BJ3649
 BJ3649.The geoid height was determined by GEOID03.
 BJ3649
 BJ3649.The dynamic height is computed by dividing the NAVD 88
 BJ3649.geopotential number by the normal gravity value computed on the
 BJ3649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3649.degrees latitude (g = 980.6199 gals.).
 BJ3649
 BJ3649.The modeled gravity was interpolated from observed gravity values.
 BJ3649
 BJ3649;                    North         East    Units  Estimated Accuracy
 BJ3649;SPC LA S     -   247,350.    1,045,710.      MT  (+/- 180 meters Scaled)
 BJ3649
 BJ3649                          SUPERSEDED SURVEY CONTROL
 BJ3649
 BJ3649.No superseded survey control is available for this station.
 BJ3649
 BJ3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ052017(NAD 83)
 BJ3649_MARKER: DB = BENCH MARK DISK
 BJ3649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3649_SP_SET: CONCRETE POST
 BJ3649_STAMPING: 19V67 1984
 BJ3649_MARK LOGO: LADH  
 BJ3649_PROJECTION: FLUSH
 BJ3649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3649+STABILITY: SURFACE MOTION
 BJ3649
 BJ3649  HISTORY     - Date     Condition        Report By
 BJ3649  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3649
 BJ3649                          STATION DESCRIPTION
 BJ3649
 BJ3649'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3649'24.8 KM (15.4 MI) SW FROM GREENSBURG.
 BJ3649'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ON STATE HIGHWAY 10 FOR
 BJ3649'0.3 KM (0.6 MI) TO THE JUNCTION OF STATE HIGHWAYS 10 AND 37, THENCE
 BJ3649'LEFT (SOUTH) ALONG HIGHWAY 37 FOR 24.3 KM (15.1 MI) TO THE JUNCTION OF
 BJ3649'STATE HIGHWAYS 37 AND 63, THENCE NORTH (RIGHT) ON HIGHWAY 63 FOR
 BJ3649'0.2 KM (0.1 MI) TO THE BENCH MARK ON THE LEFT NEAR A POWER POLE,
 BJ3649'11.7 METERS (38 FT) WEST OF THE CENTER OF HIGHWAY 63, 0.76 METERS
 BJ3649'(2.5 FT) EAST NORTHEAST OF A POWER POLE, 0.76 METERS (2.5 FT) SOUTH OF
 BJ3649'A TELEPHONE REPAIR BOY, AND 0.15 METERS (0.5 FT) EAST OF A BARBED WIRE
 BJ3649'FENCE.
 BJ3649'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3649'THE MARK IS 0.30 M BELOW HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3648 ***********************************************************************
 BJ3648  DESIGNATION -  19 V 68 LADH
 BJ3648  PID         -  BJ3648
 BJ3648  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3648  USGS QUAD   -  PINE GROVE (1980)
 BJ3648
 BJ3648                         *CURRENT SURVEY CONTROL
 BJ3648  ___________________________________________________________________
 BJ3648* NAD 83(1986)-  30 44 10.     (N)    090 50 32.     (W)     SCALED    
 BJ3648* NAVD 88     -        37.527  (meters)     123.12   (feet)  ADJUSTED  
 BJ3648  ___________________________________________________________________
 BJ3648  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3648  DYNAMIC HT  -          37.478 (meters)     122.96  (feet)  COMP
 BJ3648  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ3648
 BJ3648  VERT ORDER  -  SECOND    CLASS I
 BJ3648
 BJ3648.The horizontal coordinates were scaled from a topographic map and have
 BJ3648.an estimated accuracy of +/- 6 seconds.
 BJ3648
 BJ3648.The orthometric height was determined by differential leveling
 BJ3648.and adjusted by the National Geodetic Survey in February 1994..
 BJ3648
 BJ3648.The geoid height was determined by GEOID03.
 BJ3648
 BJ3648.The dynamic height is computed by dividing the NAVD 88
 BJ3648.geopotential number by the normal gravity value computed on the
 BJ3648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3648.degrees latitude (g = 980.6199 gals.).
 BJ3648
 BJ3648.The modeled gravity was interpolated from observed gravity values.
 BJ3648
 BJ3648;                    North         East    Units  Estimated Accuracy
 BJ3648;SPC LA S     -   247,970.    1,047,030.      MT  (+/- 180 meters Scaled)
 BJ3648
 BJ3648                          SUPERSEDED SURVEY CONTROL
 BJ3648
 BJ3648.No superseded survey control is available for this station.
 BJ3648
 BJ3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ065023(NAD 83)
 BJ3648_MARKER: DB = BENCH MARK DISK
 BJ3648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3648_SP_SET: BRIDGE ABUTMENT
 BJ3648_STAMPING: 19V68 1984
 BJ3648_MARK LOGO: LADH  
 BJ3648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3648
 BJ3648  HISTORY     - Date     Condition        Report By
 BJ3648  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3648
 BJ3648                          STATION DESCRIPTION
 BJ3648
 BJ3648'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3648'23.3 KM (14.5 MI) SW FROM GREENSBURG.
 BJ3648'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ON STATE HIGHWAY 10 FOR
 BJ3648'0.3 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAYS 10 AND 37, THENCE
 BJ3648'LEFT (SOUTH) ALONG HIGHWAY 37 FOR 23 KM (14.3 MI) TO THE STATION ON
 BJ3648'THE NORTHWEST CORNER OF THE AMITE RIVER BRIDGE, 5.8 METERS (19 FT)
 BJ3648'NORTH OF THE CENTER OF HIGHWAY 37, AND 0.46 METERS (1.5 FT) SOUTH OF
 BJ3648'THE BRIDGE ABUTTMENT.
 BJ3648'THE MARK IS 1.37 METERS  W FROM A WITNESS POST.
 BJ3648'THE MARK IS ABOVE LEVEL WITH HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3651 ***********************************************************************
 BJ3651  DESIGNATION -  19 V 69 LADH
 BJ3651  PID         -  BJ3651
 BJ3651  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3651  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3651
 BJ3651                         *CURRENT SURVEY CONTROL
 BJ3651  ___________________________________________________________________
 BJ3651* NAD 83(1986)-  30 45 19.     (N)    090 52 12.     (W)     SCALED    
 BJ3651* NAVD 88     -        45.109  (meters)     148.00   (feet)  ADJUSTED  
 BJ3651  ___________________________________________________________________
 BJ3651  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3651  DYNAMIC HT  -          45.050 (meters)     147.80  (feet)  COMP
 BJ3651  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ3651
 BJ3651  VERT ORDER  -  SECOND    CLASS I
 BJ3651
 BJ3651.The horizontal coordinates were scaled from a topographic map and have
 BJ3651.an estimated accuracy of +/- 6 seconds.
 BJ3651
 BJ3651.The orthometric height was determined by differential leveling
 BJ3651.and adjusted by the National Geodetic Survey in February 1994..
 BJ3651
 BJ3651.The geoid height was determined by GEOID03.
 BJ3651
 BJ3651.The dynamic height is computed by dividing the NAVD 88
 BJ3651.geopotential number by the normal gravity value computed on the
 BJ3651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3651.degrees latitude (g = 980.6199 gals.).
 BJ3651
 BJ3651.The modeled gravity was interpolated from observed gravity values.
 BJ3651
 BJ3651;                    North         East    Units  Estimated Accuracy
 BJ3651;SPC LA S     -   250,080.    1,044,360.      MT  (+/- 180 meters Scaled)
 BJ3651
 BJ3651                          SUPERSEDED SURVEY CONTROL
 BJ3651
 BJ3651.No superseded survey control is available for this station.
 BJ3651
 BJ3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ038044(NAD 83)
 BJ3651_MARKER: DB = BENCH MARK DISK
 BJ3651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3651_SP_SET: CONCRETE POST
 BJ3651_STAMPING: 19V69 1985
 BJ3651_MARK LOGO: LADH  
 BJ3651_PROJECTION: FLUSH
 BJ3651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3651+STABILITY: SURFACE MOTION
 BJ3651
 BJ3651  HISTORY     - Date     Condition        Report By
 BJ3651  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3651
 BJ3651                          STATION DESCRIPTION
 BJ3651
 BJ3651'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3651'28.1 KM (17.5 MI) SW FROM GREENSBURG.
 BJ3651'ABOUT 0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3651'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 37, THENCE SOUTH (LEFT)
 BJ3651'ON HIGHWAY 37 FOR 24.3 KM (15.1 MI) TO THE JUNCTION WITH STATE HIGHWAY
 BJ3651'63 THENCE NORTH (RIGHT) ON HIGHWAY 63 FOR 3.5 KM (2.2 MI) TO THE BENCH
 BJ3651'MARK ON THE LEFT NEAR THE CORNER OF A CHAIN LINK FENCE, 12.5 METERS
 BJ3651'(41 FT) SOUTHWEST OF THE CENTER OF HIGHWAY 63, 8.2 METERS (27 FT)
 BJ3651'SOUTHEAST OF A RIGHT-OF-WAY MARKER, 2.9 METERS (9.5 FT) NORTH OF A
 BJ3651'CHAIN LINK FENCE CORNER, AND 0.9 METER (3 FT) NORTHEAST OF A CHAIN
 BJ3651'LINK FENCE.
 BJ3651'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 BJ3651'THE MARK IS 0.61 M ABOVE HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3503 ***********************************************************************
 BJ3503  DESIGNATION -  19 V 7 LADH
 BJ3503  PID         -  BJ3503
 BJ3503  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3503  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3503
 BJ3503                         *CURRENT SURVEY CONTROL
 BJ3503  ___________________________________________________________________
 BJ3503* NAD 83(1986)-  30 45 46.     (N)    090 52 42.     (W)     SCALED    
 BJ3503* NAVD 88     -        42.283  (meters)     138.72   (feet)  ADJUSTED  
 BJ3503  ___________________________________________________________________
 BJ3503  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3503  DYNAMIC HT  -          42.228 (meters)     138.54  (feet)  COMP
 BJ3503  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ3503
 BJ3503  VERT ORDER  -  SECOND    CLASS I
 BJ3503
 BJ3503.The horizontal coordinates were scaled from a topographic map and have
 BJ3503.an estimated accuracy of +/- 6 seconds.
 BJ3503
 BJ3503.The orthometric height was determined by differential leveling
 BJ3503.and adjusted by the National Geodetic Survey in February 1994..
 BJ3503
 BJ3503.The geoid height was determined by GEOID03.
 BJ3503
 BJ3503.The dynamic height is computed by dividing the NAVD 88
 BJ3503.geopotential number by the normal gravity value computed on the
 BJ3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3503.degrees latitude (g = 980.6199 gals.).
 BJ3503
 BJ3503.The modeled gravity was interpolated from observed gravity values.
 BJ3503
 BJ3503;                    North         East    Units  Estimated Accuracy
 BJ3503;SPC LA S     -   250,910.    1,043,560.      MT  (+/- 180 meters Scaled)
 BJ3503
 BJ3503                          SUPERSEDED SURVEY CONTROL
 BJ3503
 BJ3503.No superseded survey control is available for this station.
 BJ3503
 BJ3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ030052(NAD 83)
 BJ3503_MARKER: DB = BENCH MARK DISK
 BJ3503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3503_SP_SET: CONCRETE POST
 BJ3503_STAMPING: 19V7 1983
 BJ3503_MARK LOGO: LADH  
 BJ3503_PROJECTION: FLUSH
 BJ3503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3503+STABILITY: SURFACE MOTION
 BJ3503
 BJ3503  HISTORY     - Date     Condition        Report By
 BJ3503  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3503  HISTORY     - 1984     GOOD             LADTD
 BJ3503
 BJ3503                          STATION DESCRIPTION
 BJ3503
 BJ3503'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3503'18.3 KM (11.4 MI) SSE FROM CLINTON.
 BJ3503'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3503'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3503'LEFT AND EAST ON HIGHWAY 63 FOR 16.4 KM (10.2 MILES) TO THE BENCH MARK
 BJ3503'ON THE RIGHT AT A CHURCH AT BLUFF CREEK, 21.6 METERS (71 FEET)
 BJ3503'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 63, 17.1 METERS (56 FEET)
 BJ3503'SOUTH-SOUTHEAST OF A 24-INCH HICKORY TREE, 11.1 METERS (36.5 FEET)
 BJ3503'WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 4.9 METERS (16 FEET)
 BJ3503'SOUTHEAST OF THE NORTHEAST CORNER OF CHURCH BUILDING, 2 METERS (6.5
 BJ3503'FEET) NORTHEAST OF THE SOUTHEAST CORNER OF CHURCH BUILDING.
 BJ3503'THE MARK IS 0.30 METERS  N FROM  THE EDGE OF THE CONCRETE
 BJ3503'THE MARK IS 0.61 M ABOVE HIGHWAY 63.
 BJ3503
 BJ3503                          STATION RECOVERY (1984)
 BJ3503
 BJ3503'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3504 ***********************************************************************
 BJ3504  DESIGNATION -  19 V 8 LADH
 BJ3504  PID         -  BJ3504
 BJ3504  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3504  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3504
 BJ3504                         *CURRENT SURVEY CONTROL
 BJ3504  ___________________________________________________________________
 BJ3504* NAD 83(1986)-  30 46 29.     (N)    090 53 16.     (W)     SCALED    
 BJ3504* NAVD 88     -        52.808  (meters)     173.25   (feet)  ADJUSTED  
 BJ3504  ___________________________________________________________________
 BJ3504  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3504  DYNAMIC HT  -          52.739 (meters)     173.03  (feet)  COMP
 BJ3504  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 BJ3504
 BJ3504  VERT ORDER  -  SECOND    CLASS I
 BJ3504
 BJ3504.The horizontal coordinates were scaled from a topographic map and have
 BJ3504.an estimated accuracy of +/- 6 seconds.
 BJ3504
 BJ3504.The orthometric height was determined by differential leveling
 BJ3504.and adjusted by the National Geodetic Survey in February 1994..
 BJ3504
 BJ3504.The geoid height was determined by GEOID03.
 BJ3504
 BJ3504.The dynamic height is computed by dividing the NAVD 88
 BJ3504.geopotential number by the normal gravity value computed on the
 BJ3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3504.degrees latitude (g = 980.6199 gals.).
 BJ3504
 BJ3504.The modeled gravity was interpolated from observed gravity values.
 BJ3504
 BJ3504;                    North         East    Units  Estimated Accuracy
 BJ3504;SPC LA S     -   252,230.    1,042,650.      MT  (+/- 180 meters Scaled)
 BJ3504
 BJ3504                          SUPERSEDED SURVEY CONTROL
 BJ3504
 BJ3504.No superseded survey control is available for this station.
 BJ3504
 BJ3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ021065(NAD 83)
 BJ3504_MARKER: DB = BENCH MARK DISK
 BJ3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3504_SP_SET: CONCRETE POST
 BJ3504_STAMPING: 19V8 1983
 BJ3504_MARK LOGO: LADH  
 BJ3504_PROJECTION: FLUSH
 BJ3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3504+STABILITY: SURFACE MOTION
 BJ3504
 BJ3504  HISTORY     - Date     Condition        Report By
 BJ3504  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3504  HISTORY     - 1984     GOOD             LADTD
 BJ3504
 BJ3504                          STATION DESCRIPTION
 BJ3504
 BJ3504'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3504'16.7 KM (10.4 MI) SSE FROM CLINTON.
 BJ3504'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3504'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3504'LEFT AND EAST ON HIGHWAY 63 FOR 14.8 KM (9.2 MILES) TO THE BENCH MARK
 BJ3504'ON THE LEFT NEAR A GRAVEL DRIVE LEADING NORTH, 12.3 METERS (40.5 FEET)
 BJ3504'NORTHEAST OF THE CENTER OF HIGHWAY 63, 4 METERS (13 FEET) NORTHEAST OF
 BJ3504'THE EAST END OF A METAL CULVERT UNDER GRAVEL DRIVE, 3 METERS (10 FEET)
 BJ3504'NORTHWEST OF A POWER POLE AND 2.9 METERS (9.5 FEET) SOUTHEAST OF THE
 BJ3504'CENTER OF THE GRAVEL DRIVE.
 BJ3504'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ3504'THE MARK IS ABOVE LEVEL WITH HIGHWAY 63.
 BJ3504
 BJ3504                          STATION RECOVERY (1984)
 BJ3504
 BJ3504'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3505 ***********************************************************************
 BJ3505  DESIGNATION -  19 V 9 LADH
 BJ3505  PID         -  BJ3505
 BJ3505  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3505  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3505
 BJ3505                         *CURRENT SURVEY CONTROL
 BJ3505  ___________________________________________________________________
 BJ3505* NAD 83(1986)-  30 47 40.     (N)    090 53 54.     (W)     SCALED    
 BJ3505* NAVD 88     -        51.333  (meters)     168.41   (feet)  ADJUSTED  
 BJ3505  ___________________________________________________________________
 BJ3505  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3505  DYNAMIC HT  -          51.266 (meters)     168.20  (feet)  COMP
 BJ3505  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BJ3505
 BJ3505  VERT ORDER  -  SECOND    CLASS I
 BJ3505
 BJ3505.The horizontal coordinates were scaled from a topographic map and have
 BJ3505.an estimated accuracy of +/- 6 seconds.
 BJ3505
 BJ3505.The orthometric height was determined by differential leveling
 BJ3505.and adjusted by the National Geodetic Survey in February 1994..
 BJ3505
 BJ3505.The geoid height was determined by GEOID03.
 BJ3505
 BJ3505.The dynamic height is computed by dividing the NAVD 88
 BJ3505.geopotential number by the normal gravity value computed on the
 BJ3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3505.degrees latitude (g = 980.6199 gals.).
 BJ3505
 BJ3505.The modeled gravity was interpolated from observed gravity values.
 BJ3505
 BJ3505;                    North         East    Units  Estimated Accuracy
 BJ3505;SPC LA S     -   254,410.    1,041,630.      MT  (+/- 180 meters Scaled)
 BJ3505
 BJ3505                          SUPERSEDED SURVEY CONTROL
 BJ3505
 BJ3505.No superseded survey control is available for this station.
 BJ3505
 BJ3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ010087(NAD 83)
 BJ3505_MARKER: DB = BENCH MARK DISK
 BJ3505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3505_SP_SET: CONCRETE POST
 BJ3505_STAMPING: 19V9 1983
 BJ3505_MARK LOGO: LADH  
 BJ3505_PROJECTION: FLUSH
 BJ3505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3505+STABILITY: SURFACE MOTION
 BJ3505
 BJ3505  HISTORY     - Date     Condition        Report By
 BJ3505  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3505
 BJ3505                          STATION DESCRIPTION
 BJ3505
 BJ3505'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3505'14.5 KM (9.0 MI) SE FROM CLINTON.
 BJ3505'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3505'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3505'LEFT AND EAST ON HIGHWAY 63 FOR 12.6 KM (7.8 MILES) TO THE BENCH MARK
 BJ3505'ON THE LEFT NEAR A 2-STORY HOUSE, 25 METERS (82 FEET) SOUTHWEST OF THE
 BJ3505'SOUTHWEST CORNER OF THE 2-STORY HOUSE, 22.4 METERS (73.5 FEET)
 BJ3505'NORTHWEST OF A FENCE CORNER, 17.4 METERS (57 FEET) SOUTHEAST OF A
 BJ3505'TELEPHONE REPAIR BOX, 16.2 METERS (53 FEET) NORTHWEST OF THE CENTER OF
 BJ3505'THE DRIVE LEADING INTO HOUSE, 13.7 METERS (45 FEET) SOUTH OF A 36-INCH
 BJ3505'PECAN TREE AND 12 METERS (39.5 FEET) NORTHEAST OF THE CENTER OF
 BJ3505'HIGHWAY 63.
 BJ3505'THE MARK IS 13.7 METERS  S FROM  A PECAN TREE
 BJ3505'THE MARK IS ABOVE LEVEL WITH HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1323 ***********************************************************************
 CP1323  DESIGNATION -  1900
 CP1323  PID         -  CP1323
 CP1323  STATE/COUNTY-  LA/MADISON
 CP1323  USGS QUAD   -  MOUND (1973)
 CP1323
 CP1323                         *CURRENT SURVEY CONTROL
 CP1323  ___________________________________________________________________
 CP1323* NAD 83(1986)-  32 20 27.     (N)    091 01 40.     (W)     SCALED    
 CP1323* NAVD 88     -        26.671  (meters)      87.50   (feet)  ADJUSTED  
 CP1323  ___________________________________________________________________
 CP1323  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP1323  DYNAMIC HT  -          26.641 (meters)      87.40  (feet)  COMP
 CP1323  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 CP1323
 CP1323  VERT ORDER  -  FIRST     CLASS I
 CP1323
 CP1323.The horizontal coordinates were scaled from a topographic map and have
 CP1323.an estimated accuracy of +/- 6 seconds.
 CP1323
 CP1323.The orthometric height was determined by differential leveling
 CP1323.and adjusted by the National Geodetic Survey in June 1991..
 CP1323
 CP1323.The geoid height was determined by GEOID03.
 CP1323
 CP1323.The dynamic height is computed by dividing the NAVD 88
 CP1323.geopotential number by the normal gravity value computed on the
 CP1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1323.degrees latitude (g = 980.6199 gals.).
 CP1323
 CP1323.The modeled gravity was interpolated from observed gravity values.
 CP1323
 CP1323;                    North         East    Units  Estimated Accuracy
 CP1323;SPC LA N     -   205,050.    1,138,590.      MT  (+/- 180 meters Scaled)
 CP1323
 CP1323                          SUPERSEDED SURVEY CONTROL
 CP1323
 CP1323  NGVD 29 (??/??/??)   26.668  (m)           87.49   (f) ADJUSTED    1 1
 CP1323
 CP1323.Superseded values are not recommended for survey control.
 CP1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1323.See file dsdata.txt to determine how the superseded data were derived.
 CP1323
 CP1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR856799(NAD 83)
 CP1323_MARKER: DD = SURVEY DISK
 CP1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1323_SP_SET: CULVERT
 CP1323_STAMPING: 1900
 CP1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1323
 CP1323  HISTORY     - Date     Condition        Report By
 CP1323  HISTORY     - UNK      MONUMENTED       LAGS
 CP1323  HISTORY     - 1968     GOOD             NGS
 CP1323
 CP1323                          STATION DESCRIPTION
 CP1323
 CP1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1323'6.15 MI W FROM DELTA.
 CP1323'6.15 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP1323'OFFICE AT DELTA, IN SECTION 45, T 16 N, R 14 E, 0.25 MILE WEST OF THE
 CP1323'CROSSING OF THE RAILROAD AND STATE HIGHWAY 602, 61 FEET NORTH OF THE
 CP1323'NORTH RAIL OF THE MAIN TRACK, 17 FEET SOUTH OF THE CENTER LINE OF U.S.
 CP1323'HIGHWAY 80, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 CP1323'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 27 FEET NORTHWEST OF
 CP1323'TELEPHONE POLE NUMBER 5736, 1.0 FOOT WEST OF A METAL WITNESS POST,
 CP1323'ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 CP1323'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1181 ***********************************************************************
 CP1181  DESIGNATION -  1900 A BOLT
 CP1181  PID         -  CP1181
 CP1181  STATE/COUNTY-  LA/EAST CARROLL
 CP1181  USGS QUAD   -  SONDHEIMER (1994)
 CP1181
 CP1181                         *CURRENT SURVEY CONTROL
 CP1181  ___________________________________________________________________
 CP1181* NAD 83(1986)-  32 37 08.     (N)    091 09 38.     (W)     SCALED    
 CP1181* NAVD 88     -        26.73   (+/-2cm)      87.7    (feet)  VERTCON   
 CP1181  ___________________________________________________________________
 CP1181  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1181
 CP1181  VERT ORDER  -  ? (See Below)
 CP1181
 CP1181.The horizontal coordinates were scaled from a topographic map and have
 CP1181.an estimated accuracy of +/- 6 seconds.
 CP1181
 CP1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1181.The vertical order pertains to the NGVD 29 superseded value.
 CP1181
 CP1181.The geoid height was determined by GEOID03.
 CP1181
 CP1181;                    North         East    Units  Estimated Accuracy
 CP1181;SPC LA N     -   235,720.    1,125,710.      MT  (+/- 180 meters Scaled)
 CP1181
 CP1181                          SUPERSEDED SURVEY CONTROL
 CP1181
 CP1181  NGVD 29 (??/??/92)   26.768  (m)           87.82   (f) ADJ UNCH    ?  
 CP1181
 CP1181.Superseded values are not recommended for survey control.
 CP1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1181.See file dsdata.txt to determine how the superseded data were derived.
 CP1181
 CP1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS725105(NAD 83)
 CP1181_MARKER: B = BOLT
 CP1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1181_SP_SET: STONE
 CP1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1181+STABILITY: SURFACE MOTION
 CP1181
 CP1181  HISTORY     - Date     Condition        Report By
 CP1181  HISTORY     - UNK      MONUMENTED       DOD
 CP1181  HISTORY     - 1934     GOOD             DOD
 CP1181
 CP1181                          STATION DESCRIPTION
 CP1181
 CP1181'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1181'1 MI E FROM ALSATIA.
 CP1181'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1181'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1 MILE EAST OF
 CP1181'ALSATIA, LA.  566 FEET SOUTHWEST OF LEVEE STATION NO. 1900.  115 FEET
 CP1181'SOUTHWEST OF DRAINAGE DITCH.  IN WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1180 ***********************************************************************
 CP1180  DESIGNATION -  1900 A CAP
 CP1180  PID         -  CP1180
 CP1180  STATE/COUNTY-  LA/EAST CARROLL
 CP1180  USGS QUAD   -  SONDHEIMER (1994)
 CP1180
 CP1180                         *CURRENT SURVEY CONTROL
 CP1180  ___________________________________________________________________
 CP1180* NAD 83(1986)-  32 37 08.     (N)    091 09 38.     (W)     SCALED    
 CP1180* NAVD 88     -        27.94   (+/-2cm)      91.7    (feet)  VERTCON   
 CP1180  ___________________________________________________________________
 CP1180  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1180
 CP1180  VERT ORDER  -  ? (See Below)
 CP1180
 CP1180.The horizontal coordinates were scaled from a topographic map and have
 CP1180.an estimated accuracy of +/- 6 seconds.
 CP1180
 CP1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1180.The vertical order pertains to the NGVD 29 superseded value.
 CP1180
 CP1180.The geoid height was determined by GEOID03.
 CP1180
 CP1180;                    North         East    Units  Estimated Accuracy
 CP1180;SPC LA N     -   235,720.    1,125,710.      MT  (+/- 180 meters Scaled)
 CP1180
 CP1180                          SUPERSEDED SURVEY CONTROL
 CP1180
 CP1180  NGVD 29 (??/??/92)   27.979  (m)           91.79   (f) ADJ UNCH    ?  
 CP1180
 CP1180.Superseded values are not recommended for survey control.
 CP1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1180.See file dsdata.txt to determine how the superseded data were derived.
 CP1180
 CP1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS725105(NAD 83)
 CP1180_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1180
 CP1180  HISTORY     - Date     Condition        Report By
 CP1180  HISTORY     - UNK      MONUMENTED       DOD
 CP1180  HISTORY     - 1934     GOOD             DOD
 CP1180
 CP1180                          STATION DESCRIPTION
 CP1180
 CP1180'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1180'1 MI E FROM ALSATIA.
 CP1180'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1180'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1 MILE EAST OF
 CP1180'ALSATIA, LA.  566 FEET SOUTHWEST OF LEVEE STATION NO. 1900.  115 FEET
 CP1180'SOUTHWEST OF DRAINAGE DITCH.  IN WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1530 ***********************************************************************
 BX1530  DESIGNATION -  190.0 USGS
 BX1530  PID         -  BX1530
 BX1530  STATE/COUNTY-  LA/WINN
 BX1530  USGS QUAD   -  PACKTON (1984)
 BX1530
 BX1530                         *CURRENT SURVEY CONTROL
 BX1530  ___________________________________________________________________
 BX1530* NAD 83(1986)-  31 51 11.     (N)    092 35 19.     (W)     SCALED    
 BX1530* NAVD 88     -        57.97   (+/-2cm)     190.2    (feet)  VERTCON   
 BX1530  ___________________________________________________________________
 BX1530  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1530
 BX1530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1530
 BX1530.The horizontal coordinates were scaled from a topographic map and have
 BX1530.an estimated accuracy of +/- 6 seconds.
 BX1530
 BX1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1530.The vertical order pertains to the NGVD 29 superseded value.
 BX1530
 BX1530.The geoid height was determined by GEOID03.
 BX1530
 BX1530;                    North         East    Units  Estimated Accuracy
 BX1530;SPC LA N     -   150,020.      991,610.      MT  (+/- 180 meters Scaled)
 BX1530
 BX1530                          SUPERSEDED SURVEY CONTROL
 BX1530
 BX1530  NGVD 29 (??/??/??)   57.986  (m)          190.24   (f) ADJUSTED    2 0
 BX1530
 BX1530.Superseded values are not recommended for survey control.
 BX1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1530.See file dsdata.txt to determine how the superseded data were derived.
 BX1530
 BX1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR389242(NAD 83)
 BX1530_MARKER: N = NAIL
 BX1530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1530_SP_SET: TREE
 BX1530_STAMPING: 190.0 U S B M
 BX1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1530
 BX1530  HISTORY     - Date     Condition        Report By
 BX1530  HISTORY     - UNK      MONUMENTED       USGS
 BX1530  HISTORY     - 1934     GOOD             CGS
 BX1530  HISTORY     - 1950     MARK NOT FOUND   CGS
 BX1530
 BX1530                          STATION DESCRIPTION
 BX1530
 BX1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1530'4.0 MI N FROM PACKTON.
 BX1530'ABOUT 4.0 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 BX1530'THE STATION AT PACKTON, WINN PARISH, AT THE NEW MOORE FLAGSTOP, ABOUT
 BX1530'130 FEET NORTH OF A PUBLIC-ROAD CROSSING, AND IN THE WEST ROOT OF A
 BX1530'20-INCH GUM TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 BX1530'NAIL AND WASHER, MARKED 190.0 U S B M.
 BX1530
 BX1530                          STATION RECOVERY (1950)
 BX1530
 BX1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX1530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3203 ***********************************************************************
 DH3203  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3203  DESIGNATION -  1906+3.06=LMS230
 DH3203  PID         -  DH3203
 DH3203  STATE/COUNTY-  LA/PLAQUEMINES
 DH3203  USGS QUAD   -  HAPPY JACK (1992)
 DH3203
 DH3203                         *CURRENT SURVEY CONTROL
 DH3203  ___________________________________________________________________
 DH3203* NAD 83(1992)-  29 32 18.53880(N)    089 44 59.99217(W)     ADJUSTED  
 DH3203* NAVD 88     -         4.32 **(meters)      14.2  **(feet)  GPS OBS(2004.65)
 DH3203  **This station is located in a subsidence area (see below).
 DH3203  ___________________________________________________________________
 DH3203  X           -      24,232.458 (meters)                     COMP
 DH3203  Y           -  -5,553,586.675 (meters)                     COMP
 DH3203  Z           -   3,125,956.644 (meters)                     COMP
 DH3203  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DH3203  ELLIP HEIGHT-         -20.27  (meters)          (05/09/05) GPS OBS
 DH3203  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DH3203
 DH3203  HORZ ORDER  -  B
 DH3203  ELLP ORDER  -  FOURTH    CLASS II
 DH3203
 DH3203.The horizontal coordinates were established by GPS observations
 DH3203.and adjusted by the National Geodetic Survey in May 2005..
 DH3203
 DH3203 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3203 ** and geoid heights are valid at the date of observation. These heights
 DH3203 ** must always be validated when used as control.
 DH3203 ** The orthometric height was determined by GPS observations using
 DH3203 ** precise GPS observation and processing techniques and a new
 DH3203 ** realization of GEOID03. It supersedes the leveled height previously
 DH3203 ** determined for this station.
 DH3203 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3203 ** epoch indicated which incorporates improved geoid heights for the
 DH3203 ** Southern Louisiana Subsidence area.
 DH3203 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3203.The orthometric height was determined by GPS observations and a
 DH3203.high-resolution geoid model using precise GPS observation and
 DH3203.processing techniques.
 DH3203
 DH3203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3203
 DH3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3203
 DH3203.The ellipsoidal height was determined by GPS observations
 DH3203.and is referenced to NAD 83.
 DH3203
 DH3203.The geoid height was determined by GEOID03.
 DH3203
 DH3203;                    North         East     Units Scale Factor Converg.
 DH3203;SPC LA S     -   116,171.405 1,153,460.767   MT  0.99995809   +0 47 30.1
 DH3203;SPC LA S     -   381,139.02  3,784,312.53   sFT  0.99995809   +0 47 30.1
 DH3203;UTM  16      - 3,270,801.938   233,497.463   MT  1.00047644   -1 21 23.7
 DH3203
 DH3203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3203!SPC LA S     -   1.00000318  x   0.99995809  =   0.99996127
 DH3203!UTM  16      -   1.00000318  x   1.00047644  =   1.00047963
 DH3203
 DH3203                          SUPERSEDED SURVEY CONTROL
 DH3203
 DH3203.No superseded survey control is available for this station.
 DH3203
 DH3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3349770802(NAD 83)
 DH3203_MARKER: DD = SURVEY DISK
 DH3203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3203_STAMPING: LMS 230 1977
 DH3203_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3203+STABILITY: SURFACE MOTION
 DH3203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3203+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 DH3203
 DH3203  HISTORY     - Date     Condition        Report By
 DH3203  HISTORY     - UNK      MONUMENTED       USACE
 DH3203  HISTORY     - 20030204 GOOD             3001
 DH3203
 DH3203                          STATION DESCRIPTION
 DH3203
 DH3203'DESCRIBED BY 3001, INC 2003 (MH)
 DH3203'THE STATION IS LOCATED IN PLAQUEMINES PARISH AT BOLTEMIA, LA ABOUT
 DH3203'3.65 MILES SOUTHEAST  OF POINT A LA HACHE, LA AND 7.7 MILES SOUTHEAST
 DH3203'OF DAVANT, LA
 DH3203' 
 DH3203'OWNERSHIP- COE
 DH3203' 
 DH3203'TO REACH THE STATION FROM THE INTERSECTION OF HWY 15 AND CAPONE LN IN
 DH3203'POINT A LA HACHE,  LA GO 3.58 MILES SOUTHEAST ON HWY 15 TO A RAMP ON
 DH3203'RIGHT LEADING TO TOP  OF LEVEE TURN RIGHT ON RAMP AND GO TO THE TOP OF
 DH3203'LEVEE AND STAY LEFT AND 0.12 MILES  SOUTHEAST AND MARK ON TH ETOP OF
 DH3203'CENTERLINE OF LEVEE.
 DH3203' 
 DH3203'THE STATION IS A 3.5' ROUND BRASS COE CAP SET IN CONCRETE, 0.4' BELOW
 DH3203'GROUND SURFACE,  STAMPED LMS 230 1977, SET IN CENTERLINE OF LEVEE, 7'
 DH3203'NORTHEAST OF F/S CROWN OF  LEVEE, 10' NORTHEAST OF THE TOP EDGE OF F/S
 DH3203'CONCRETE SLOPE PAVING, AND 300' NORTH WEST  OF A LEVEE STATION MARKER
 DH3203'SIGN POST 1910.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1416 ***********************************************************************
 BX1416  DESIGNATION -  193 USGS
 BX1416  PID         -  BX1416
 BX1416  STATE/COUNTY-  LA/WINN
 BX1416  USGS QUAD   -  VERDA (1983)
 BX1416
 BX1416                         *CURRENT SURVEY CONTROL
 BX1416  ___________________________________________________________________
 BX1416* NAD 83(1986)-  31 43 08.     (N)    092 45 32.     (W)     SCALED    
 BX1416* NAVD 88     -        58.87   (+/-2cm)     193.1    (feet)  VERTCON   
 BX1416  ___________________________________________________________________
 BX1416  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1416
 BX1416  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1416
 BX1416.The horizontal coordinates were scaled from a topographic map and have
 BX1416.an estimated accuracy of +/- 6 seconds.
 BX1416
 BX1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1416.The vertical order pertains to the NGVD 29 superseded value.
 BX1416
 BX1416.The geoid height was determined by GEOID03.
 BX1416
 BX1416;                    North         East    Units  Estimated Accuracy
 BX1416;SPC LA N     -   135,170.      975,460.      MT  (+/- 180 meters Scaled)
 BX1416
 BX1416                          SUPERSEDED SURVEY CONTROL
 BX1416
 BX1416  NGVD 29 (??/??/??)   58.879  (m)          193.17   (f) ADJUSTED    1 2
 BX1416
 BX1416.Superseded values are not recommended for survey control.
 BX1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1416.See file dsdata.txt to determine how the superseded data were derived.
 BX1416
 BX1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR228093(NAD 83)
 BX1416_MARKER: P = PIPE CAP
 BX1416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1416_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1416_STAMPING: 19 1906
 BX1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1416
 BX1416  HISTORY     - Date     Condition        Report By
 BX1416  HISTORY     - 1906     MONUMENTED       USGS
 BX1416  HISTORY     - 1949     GOOD             CGS
 BX1416
 BX1416                          STATION DESCRIPTION
 BX1416
 BX1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1416'2.3 MI NE FROM NEW VERDA.
 BX1416'1.95 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1416'VERDA, THENCE 0.35 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 775 FEET
 BX1416'SOUTH ALONG THE OLD LOUISIANA RAILWAY AND NAVIGATION COMPANY ROAD BED,
 BX1416'56 FEET EAST OF THE CENTER LINE OF THE OLD RAILROAD FILL, 212 FEET
 BX1416'SOUTH OF THE SOUTH END OF AN ABANDONED RAILROAD BRIDGE, 50.0 FEET
 BX1416'SOUTHEAST OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 29.0 FEET
 BX1416'NORTHEAST OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 5.5 FEET SOUTHWEST
 BX1416'OF AN 8 INCH TRIANGULAR BLAZED OAK TREE, 1.6 FEET SOUTH OF A WITNESS
 BX1416'POST, A BRONZE CAP RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 BX1416'PROJECTS 1.0 FOOT ABOVE THE GROUND.  NOTE-- THE TOP OF THE CAP HAS
 BX1416'BEEN BATTERED SO THAT THE 3 IN THE DESIGNATION 193 IS NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1424 ***********************************************************************
 BX1424  DESIGNATION -  194 USGS
 BX1424  PID         -  BX1424
 BX1424  STATE/COUNTY-  LA/WINN
 BX1424  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1424
 BX1424                         *CURRENT SURVEY CONTROL
 BX1424  ___________________________________________________________________
 BX1424* NAD 83(1986)-  31 45 57.     (N)    092 45 17.     (W)     SCALED    
 BX1424* NAVD 88     -        59.27   (+/-2cm)     194.5    (feet)  VERTCON   
 BX1424  ___________________________________________________________________
 BX1424  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1424
 BX1424  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1424
 BX1424.The horizontal coordinates were scaled from a topographic map and have
 BX1424.an estimated accuracy of +/- 6 seconds.
 BX1424
 BX1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1424.The vertical order pertains to the NGVD 29 superseded value.
 BX1424
 BX1424.The geoid height was determined by GEOID03.
 BX1424
 BX1424;                    North         East    Units  Estimated Accuracy
 BX1424;SPC LA N     -   140,380.      975,870.      MT  (+/- 180 meters Scaled)
 BX1424
 BX1424                          SUPERSEDED SURVEY CONTROL
 BX1424
 BX1424  NGVD 29 (??/??/??)   59.290  (m)          194.52   (f) ADJUSTED    1 2
 BX1424
 BX1424.Superseded values are not recommended for survey control.
 BX1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1424.See file dsdata.txt to determine how the superseded data were derived.
 BX1424
 BX1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR232145(NAD 83)
 BX1424_MARKER: P = PIPE CAP
 BX1424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1424_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1424_STAMPING: 194 1906
 BX1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1424
 BX1424  HISTORY     - Date     Condition        Report By
 BX1424  HISTORY     - 1906     MONUMENTED       USGS
 BX1424  HISTORY     - 1949     GOOD             CGS
 BX1424  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1424
 BX1424                          STATION DESCRIPTION
 BX1424
 BX1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1424'4.0 MI SW FROM ATLANTA.
 BX1424'3.65 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1424'ATLANTA, THENCE 0.35 MILE EAST ALONG A DIRT ROAD, AT THE CROSSING OF
 BX1424'THE ABANDONED LOUISIANA RAILWAY AND NAVIGATION COMPANY GRADE, 135 FEET
 BX1424'SOUTH OF THE CENTER LINE OF THE ROAD, 141.0 FEET SOUTH OF A SMALL
 BX1424'WOODEN CULVERT, 52 FEET EAST OF THE CENTER LINE OF THE OLD RAILROAD
 BX1424'FILL, 149.0 FEET SOUTHEAST OF A FENCE CORNER, 62.0 FEET EAST OF A
 BX1424'NORTH AND SOUTH FENCE, 6.0 FEET NORTH OF A 16 INCH TRIANGULAR BLAZED
 BX1424'PINE TREE, 2.0 FEET NORTHWEST OF A WITNESS POST, A BRONZE CAP RIVETED
 BX1424'ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 BX1424'GROUND.
 BX1424
 BX1424                          STATION RECOVERY (2006)
 BX1424
 BX1424'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BX1424'PHYSICAL MARKS FOR MEASUREMENTS WERE NOT FOUND.  MUCH HAS CHANGED
 BX1424'SINCE 1949 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1510 ***********************************************************************
 AU1510  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1510  DESIGNATION -  194/2 CAP
 AU1510  PID         -  AU1510
 AU1510  STATE/COUNTY-  LA/ST JAMES
 AU1510  USGS QUAD   -  LAGAN (1989)
 AU1510
 AU1510                         *CURRENT SURVEY CONTROL
 AU1510  ___________________________________________________________________
 AU1510* NAD 83(1992)-  29 59 44.33130(N)    090 48 47.15772(W)     ADJUSTED  
 AU1510* NAVD 88     -         5.69 **(meters)      18.7  **(feet)  LEVELING(2004.65)
 AU1510  **This station is located in a subsidence area (see below).
 AU1510  **This station is included in the VTDP model (see below).
 AU1510  ___________________________________________________________________
 AU1510  EPOCH DATE  -        2004.65
 AU1510  X           -     -78,453.470 (meters)                     COMP
 AU1510  Y           -  -5,527,923.343 (meters)                     COMP
 AU1510  Z           -   3,169,945.596 (meters)                     COMP
 AU1510  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU1510  ELLIP HEIGHT-         -20.59  (meters)          (06/22/05) GPS OBS
 AU1510  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AU1510  DYNAMIC HT  -           5.68  (meters)      18.6   (feet)  COMP
 AU1510  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 AU1510
 AU1510  HORZ ORDER  -  B
 AU1510  VERT ORDER  -  THIRD
 AU1510  ELLP ORDER  -  FOURTH    CLASS I
 AU1510
 AU1510.The horizontal coordinates were established by GPS observations
 AU1510.and adjusted by the National Geodetic Survey in June 2005..
 AU1510.The horizontal coordinates are valid at the epoch date displayed above.
 AU1510.The epoch date for horizontal control is a decimal equivalence
 AU1510.of Year/Month/Day.
 AU1510
 AU1510 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1510 ** and geoid heights are valid at the date of observation. These heights
 AU1510 ** must always be validated when used as control.
 AU1510 ** The orthometric height was determined with a Vertical Time-dependent
 AU1510 ** Positioning (VTDP) model and has been validated through GPS observations
 AU1510 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU1510 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1510 ** epoch indicated which incorporates improved geoid heights for the
 AU1510 ** Southern Louisiana Subsidence area
 AU1510 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1510.The orthometric height was determined by differential leveling.
 AU1510.The vertical network tie was performed by a horz. field party for horz.
 AU1510.obs reductions. Reset procedures were used to establish the elevation.
 AU1510
 AU1510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1510
 AU1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1510
 AU1510.The ellipsoidal height was determined by GPS observations
 AU1510.and is referenced to NAD 83.
 AU1510
 AU1510.The geoid height was determined by GEOID03.
 AU1510
 AU1510.The dynamic height is computed by dividing the NAVD 88
 AU1510.geopotential number by the normal gravity value computed on the
 AU1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1510.degrees latitude (g = 980.6199 gals.).
 AU1510
 AU1510.The modeled gravity was interpolated from observed gravity values.
 AU1510
 AU1510;                    North         East     Units Scale Factor Converg.
 AU1510;SPC LA S     -   165,897.913 1,050,193.731   MT  0.99992575   +0 15 36.4
 AU1510;SPC LA S     -   544,283.40  3,445,510.60   sFT  0.99992575   +0 15 36.4
 AU1510;UTM  15      - 3,320,316.402   710,956.515   MT  1.00014909   +1 05 37.4
 AU1510
 AU1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1510!SPC LA S     -   1.00000323  x   0.99992575  =   0.99992898
 AU1510!UTM  15      -   1.00000323  x   1.00014909  =   1.00015232
 AU1510
 AU1510                          SUPERSEDED SURVEY CONTROL
 AU1510
 AU1510  NAD 83(1992)-  29 59 44.33168(N)    090 48 47.15752(W) AD(       ) B
 AU1510  ELLIP H (05/09/05)  -20.57   (m)                       GP(       ) 4 2
 AU1510  NAVD 88 (02/14/94)    5.959  (m)           19.55   (f) ADJUSTED    1 2
 AU1510  NGVD 29 (??/??/??)    6.140  (m)           20.14   (f) ADJUSTED    1 2
 AU1510
 AU1510.Superseded values are not recommended for survey control.
 AU1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1510.See file dsdata.txt to determine how the superseded data were derived.
 AU1510
 AU1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1095720316(NAD 83)
 AU1510_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AU1510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU1510_SP_SET: SHALLOW-SET PIPE
 AU1510_STAMPING: PBM 194/2
 AU1510_MARK LOGO: USE   
 AU1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1510+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 AU1510
 AU1510  HISTORY     - Date     Condition        Report By
 AU1510  HISTORY     - UNK      MONUMENTED       DOD
 AU1510  HISTORY     - 1964     GOOD             CGS
 AU1510  HISTORY     - 1986     GOOD             NGS
 AU1510  HISTORY     - 20030204 GOOD             3001
 AU1510  HISTORY     - 20040421 GOOD             NGS
 AU1510  HISTORY     - 20051011 GOOD             NGS
 AU1510
 AU1510                          STATION DESCRIPTION
 AU1510
 AU1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AU1510'2.0 MI SE FROM CONVENT.
 AU1510'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 44 FROM THE COURTHOUSE AT
 AU1510'CONVENT, ABOUT 0.1 MILE SOUTHWEST OF A CONOCO SERVICE STATION, ON THE
 AU1510'PROPERTY OF JERRY BOURGEOS, 24 FEET NORTHWEST OF THE CENTER LINE OF
 AU1510'THE HIGHWAY, 25 FEET SOUTHEAST OF A LARGE CEDAR TREE, 2 FEET SOUTHEAST
 AU1510'OF A YARD FENCE, 47 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A
 AU1510'DRIVEWAY, 27 1/2 FEET NORTHEAST OF THE CENTER OF A YARD GATE, 1 1/2
 AU1510'FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 AU1510'HIGHWAY, AND TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A USE CAP
 AU1510'STAMPED PBM 194/2 AND PROJECTING 14 INCHES ABOVE THE LEVEL OF THE
 AU1510'GROUND.
 AU1510
 AU1510                          STATION RECOVERY (1986)
 AU1510
 AU1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AU1510'RECOVERED IN GOOD CONDITION.
 AU1510
 AU1510                          STATION RECOVERY (2003)
 AU1510
 AU1510'RECOVERY NOTE BY 3001, INC 2003 (MH)
 AU1510'HE STATION IS LOCATED IN CONVENT, 8.3 MILES SOUTHWEST OF GRAMERCY, 9.0
 AU1510'MILES OF THE  SUNSHINE BRIDGE OVER THE MISSISSIPPI RIVER IN
 AU1510'DONALDSONVILLE, 12.7 MILES SOUTHEAST OF SORRENTO.
 AU1510' 
 AU1510'OWNERSHIP- PROPERTY OF JERRY BOURGEOUS
 AU1510' 
 AU1510'TO REACH THE STATION FROM THE INTERSECTION OF SR 44 AND SR 642 EAST OF
 AU1510'THE TOWN OF  CONVENT ALONG LEVEE RD, GO WEST SOUTHWEST ON SR 44 FOR
 AU1510'4.9 MILES TO MARK ON RIGHT WITH SEVEN INCH ROUND CONCRETE POST FOR
 AU1510'FENCE, WHICH  FENCE IS NOW GONE.
 AU1510' 
 AU1510'THE STATION IS 26' NORTHWEEST OF THE CENTERLINE HWY 44, 25' SOUTHEAST
 AU1510'OF A LARGE CEDAR  TREE, 46.7' EAST OF A FIRE  HYDRANT, 40.7' WEST
 AU1510'CONCRETE GATE POST FOR DRIVEWAY WITH A CATTLE GUARD BETWEEN  CONCRTETE
 AU1510'POST, 3' WEST OF A WITNESS SIGN W/PIPE. STATION IS A 4INCH PIPE
 AU1510'STAMPED PBM 1942
 AU1510
 AU1510                          STATION RECOVERY (2004)
 AU1510
 AU1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1510'THE STATION IS LOCATED ABOUT 0.35  MI EAST OF THE ST JAMES PARISH
 AU1510'COURTHOUSE IN CONVENT, LOCATED  ON STATE HIGHWAY RIGHT OF WAY.
 AU1510' 
 AU1510'TO REACH THE STATION FROM THE ST JAMES PARISH COURT HOUSE AT 5800
 AU1510'STATE HIGHWAY 44 IN CONVENT  GO EAST FOR 0.35 MI ALONG THE STATE
 AU1510'HIGHWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING A  GRAVEL
 AU1510'DRIVEWAY  WITH A CATTLE GUARD ON LEFT.
 AU1510' 
 AU1510'THE STATION IS LOCATED 14.2 M EAST-NORTHEAST OF A FIRE HYDRANT, 12.3 M
 AU1510'WEST OF THE WEST 1 OF 2  CONCRETE PILLERS AT A CATTLE GUARD, 7.7 M
 AU1510'NORTH OF THE CENTER OF THE HIGHWAY, 7.5 M EAST OF THE  EAST 1 OF 2
 AU1510'CONCRETE GATE POST PILLARS, 1.0 M WEST OF A METAL POST WITH WITNESS
 AU1510'SIGN ATTACHED,  AND THE DISK IS PROJECTING 0.25 M ABOVE THE LEVEL OF
 AU1510'THE GROUND.
 AU1510
 AU1510                          STATION RECOVERY (2005)
 AU1510
 AU1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU1510'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3191 ***********************************************************************
 AU3191  DESIGNATION -  194/3
 AU3191  PID         -  AU3191
 AU3191  STATE/COUNTY-  LA/ST JAMES
 AU3191  USGS QUAD   -  LAGAN (1989)
 AU3191
 AU3191                         *CURRENT SURVEY CONTROL
 AU3191  ___________________________________________________________________
 AU3191* NAD 83(1992)-  29 59 08.85241(N)    090 48 20.27244(W)     ADJUSTED  
 AU3191* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 AU3191  **This station is located in a subsidence area (see below).
 AU3191  ___________________________________________________________________
 AU3191  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU3191  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AU3191
 AU3191  HORZ ORDER  -  SECOND
 AU3191
 AU3191.The horizontal coordinates were established by classical geodetic methods
 AU3191.and adjusted by the National Geodetic Survey in January 1993..
 AU3191
 AU3191 ** The orthometric height has not been validated since last determined
 AU3191 ** by differential leveling and should not be used for control purposes.
 AU3191 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3191 ** area with valid NAVD 88 orthometric heights.
 AU3191 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3191 ** epoch indicated which incorporates improved geoid heights for the
 AU3191 ** Southern Louisiana Subsidence area.
 AU3191 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3191.The orthometric height was scaled from a topographic map.
 AU3191
 AU3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3191
 AU3191.The geoid height was determined by GEOID03.
 AU3191
 AU3191;                    North         East     Units Scale Factor Converg.
 AU3191;SPC LA S     -   164,808.824 1,050,919.304   MT  0.99992578   +0 15 49.9
 AU3191;SPC LA S     -   540,710.28  3,447,891.08   sFT  0.99992578   +0 15 49.9
 AU3191;UTM  15      - 3,319,237.739   711,698.020   MT  1.00015296   +1 05 49.6
 AU3191
 AU3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3191!SPC LA S     -   1.00000336  x   0.99992578  =   0.99992913
 AU3191!UTM  15      -   1.00000336  x   1.00015296  =   1.00015632
 AU3191
 AU3191                          SUPERSEDED SURVEY CONTROL
 AU3191
 AU3191  NAD 83(1986)-  29 59 08.86991(N)    090 48 20.27392(W) AD(       ) 2
 AU3191  NAD 27      -  29 59 08.13900(N)    090 48 19.93816(W) AD(       ) 2
 AU3191
 AU3191.Superseded values are not recommended for survey control.
 AU3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3191.See file dsdata.txt to determine how the superseded data were derived.
 AU3191
 AU3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1169819238(NAD 83)
 AU3191_MARKER: DS = TRIANGULATION STATION DISK
 AU3191_SETTING: 0 = UNSPECIFIED SETTING
 AU3191
 AU3191  HISTORY     - Date     Condition        Report By
 AU3191  HISTORY     - 1930     MONUMENTED       MRC
 AU3191  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU3191  HISTORY     - 20060424 MARK NOT FOUND   NGS
 AU3191
 AU3191                          STATION DESCRIPTION
 AU3191
 AU3191'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1930 (HWH)
 AU3191'STATION IS ON RIGHT BANK OF MISSISSIPPI RIVER, ABOUT 1/2 MILE
 AU3191'BELOW COLLEGE POINT, ABOUT 1-1/2 MILES, BY ROAD, E OF TOWN OF
 AU3191'ST. JAMES, ON S SIDE OF U.S. HIGHWAY 30, ON LINE BETWEEN HOME
 AU3191'AND PIKES PEAK PLANTATIONS, INSIDE OF FENCE ALONG ROAD BEHIND
 AU3191'LEVEE, 2 METERS (7 FEET) ABOVE FENCE RUNNING BACK AND FORMING
 AU3191'SMALL ENCLOSURE FOR HOUSE AND GARDEN, 10 METERS (33 FEET) S OF
 AU3191'LEVEE, 9 METERS (30 FEET) FROM SMALL DITCH RUNNING BACK, AND 40
 AU3191'METERS (131 FEET) FROM HOUSE (NOW VACANT) ON S SIDE OF U.S.
 AU3191'HIGHWAY 30.  STATION IS MARKED BY STANDARD MISSISSIPPI RIVER
 AU3191'COMMISSION MARK, BRASS CAP ON STEEL PIPE ABOVE, AND COPPER
 AU3191'BOLT IN TILE BELOW.  STATION ST. JAMES IS DISTANT 27.35 METERS
 AU3191'(89.7 FEET) N 45 DEG 02 MIN W.
 AU3191
 AU3191                          STATION RECOVERY (1955)
 AU3191
 AU3191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU3191'THE STATION WAS DESTROYED WHEN THE LEVEE WAS MOVED.
 AU3191'
 AU3191'THIS IS A TRAVERSE STATION.
 AU3191
 AU3191                          STATION RECOVERY (2006)
 AU3191
 AU3191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU3191'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0053 ***********************************************************************
 BW0053  DESIGNATION -  1945
 BW0053  PID         -  BW0053
 BW0053  STATE/COUNTY-  LA/POINTE COUPEE
 BW0053  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0053
 BW0053                         *CURRENT SURVEY CONTROL
 BW0053  ___________________________________________________________________
 BW0053* NAD 83(1986)-  31 00 37.     (N)    091 44 21.     (W)     SCALED    
 BW0053* NAVD 88     -        14.545  (meters)      47.72   (feet)  ADJUSTED  
 BW0053  ___________________________________________________________________
 BW0053  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW0053  DYNAMIC HT  -          14.526 (meters)      47.66  (feet)  COMP
 BW0053  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 BW0053
 BW0053  VERT ORDER  -  FIRST     CLASS I
 BW0053
 BW0053.The horizontal coordinates were scaled from a topographic map and have
 BW0053.an estimated accuracy of +/- 6 seconds.
 BW0053
 BW0053.The orthometric height was determined by differential leveling
 BW0053.and adjusted by the National Geodetic Survey in February 1994..
 BW0053
 BW0053.The geoid height was determined by GEOID03.
 BW0053
 BW0053.The dynamic height is computed by dividing the NAVD 88
 BW0053.geopotential number by the normal gravity value computed on the
 BW0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0053.degrees latitude (g = 980.6199 gals.).
 BW0053
 BW0053.The modeled gravity was interpolated from observed gravity values.
 BW0053
 BW0053;                    North         East    Units  Estimated Accuracy
 BW0053;SPC LA S     -   278,330.      961,240.      MT  (+/- 180 meters Scaled)
 BW0053
 BW0053                          SUPERSEDED SURVEY CONTROL
 BW0053
 BW0053  NAVD 88 (06/15/91)   14.571  (m)           47.80   (f) UNKNOWN     1 1
 BW0053  NGVD 29 (??/??/??)   14.525  (m)           47.65   (f) ADJUSTED    1 1
 BW0053
 BW0053.Superseded values are not recommended for survey control.
 BW0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0053.See file dsdata.txt to determine how the superseded data were derived.
 BW0053
 BW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ203314(NAD 83)
 BW0053_MARKER: P = PIPE CAP
 BW0053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0053_STAMPING: 1945
 BW0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0053
 BW0053  HISTORY     - Date     Condition        Report By
 BW0053  HISTORY     - UNK      MONUMENTED       DOD
 BW0053  HISTORY     - 1964     GOOD             NGS
 BW0053  HISTORY     - 1976     GOOD             NGS
 BW0053  HISTORY     - 1976     GOOD             NGS
 BW0053  HISTORY     - 20050317 GOOD             USPSQD
 BW0053
 BW0053                          STATION DESCRIPTION
 BW0053
 BW0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BW0053'5.3 MI NE FROM SIMMESPORT.
 BW0053'ABOUT 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL
 BW0053'AT SIMMESPORT, THENCE 4.4 MILES NORTHEAST ALONG STATE ROAD 418, OR
 BW0053'ABOUT 4.05 MILES NORTHWEST ALONG STATE ROAD 418 FROM THE MT. CARMEL
 BW0053'CHURCH AT TORRAS, 95 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 BW0053'OF A ROAD LEADING OVER THE LEVEE AND THE STATE ROAD, 39 FEET SOUTH OF
 BW0053'THE CENTER LINE OF STATE ROAD 418, 75 FEET NORTHWEST OF THE NORTHWEST
 BW0053'CORNER OF A STOCK PEN, 15 FEET EAST OF THE CENTER OF AN ALUMINUM GATE,
 BW0053'2 1/2 FEET SOUTHWEST OF A CORNER FENCE POST, 2 1/2 FEET SOUTH OF A
 BW0053'FENCE, 1 1/2 FEET WEST OF A T-JUNCTION OF FENCES, 1.5 FEET SOUTH OF A
 BW0053'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, A 2-INCH CAP ON THE
 BW0053'TOP OF AN IRON PIPE WHICH IS SET IN CONCRETE AND PROJECTS 2 INCHES.
 BW0053
 BW0053                          STATION RECOVERY (1976)
 BW0053
 BW0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0053'4.65 MILES NORTHEAST ALONG STATE HIGHWAY 418 FROM THE
 BW0053'JUNCTION OF STATE HIGHWAY 417, OR 4.05 MILES NORTHWEST
 BW0053'ALONG STATE HIGHWAY 418 FROM ITS JUNCTION WITH STATE
 BW0053'HIGHWAY 15 AT TORRAS, 95 FT SOUTHWEST OF THE CENTER LINE
 BW0053'OF THE INTERSECTION OF HIGHWAY AND A GRAVEL ROAD LEADING
 BW0053'OVER A LEVEE, 39 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY
 BW0053'20 FT EAST OF THE CENTER LINE OF A DIRT DRIVE, 2.5 FT
 BW0053'SOUTHWEST OF A FENCE CORNER, A 2-INCH CAP ON THE TOP OF AN
 BW0053'IRON PIPE SET IN CONCRETE FLUSH WITH THE GROUND.
 BW0053
 BW0053                          STATION RECOVERY (1976)
 BW0053
 BW0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0053'4.65 MILES NORTHEAST ALONG STATE HIGHWAY 418 FROM THE
 BW0053'JUNCTION OF STATE HIGHWAY 417, OR 4.05 MILES NORTHWEST
 BW0053'ALONG STATE HIGHWAY 418 FROM ITS JUNCTION WITH STATE
 BW0053'HIGHWAY 15 AT TORRAS, 95 FT SOUTHWEST OF THE CENTER LINE
 BW0053'OF THE INTERSECTION OF HIGHWAY AND A GRAVEL ROAD LEADING
 BW0053'OVER A LEVEE, 39 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY
 BW0053'20 FT EAST OF THE CENTER LINE OF A DIRT DRIVE, 2.5 FT
 BW0053'SOUTHWEST OF A FENCE CORNER, A 2-INCH CAP ON THE TOP OF AN
 BW0053'IRON PIPE SET IN CONCRETE FLUSH WITH THE GROUND.
 BW0053
 BW0053                          STATION RECOVERY (2005)
 BW0053
 BW0053'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1183 ***********************************************************************
 CP1183  DESIGNATION -  1950 A BOLT
 CP1183  PID         -  CP1183
 CP1183  STATE/COUNTY-  LA/EAST CARROLL
 CP1183  USGS QUAD   -  SONDHEIMER (1994)
 CP1183
 CP1183                         *CURRENT SURVEY CONTROL
 CP1183  ___________________________________________________________________
 CP1183* NAD 83(1986)-  32 36 18.     (N)    091 09 29.     (W)     SCALED    
 CP1183* NAVD 88     -        27.62   (+/-2cm)      90.6    (feet)  VERTCON   
 CP1183  ___________________________________________________________________
 CP1183  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1183
 CP1183  VERT ORDER  -  ? (See Below)
 CP1183
 CP1183.The horizontal coordinates were scaled from a topographic map and have
 CP1183.an estimated accuracy of +/- 6 seconds.
 CP1183
 CP1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1183.The vertical order pertains to the NGVD 29 superseded value.
 CP1183
 CP1183.The geoid height was determined by GEOID03.
 CP1183
 CP1183;                    North         East    Units  Estimated Accuracy
 CP1183;SPC LA N     -   234,180.    1,125,960.      MT  (+/- 180 meters Scaled)
 CP1183
 CP1183                          SUPERSEDED SURVEY CONTROL
 CP1183
 CP1183  NGVD 29 (??/??/92)   27.662  (m)           90.75   (f) ADJ UNCH    ?  
 CP1183
 CP1183.Superseded values are not recommended for survey control.
 CP1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1183.See file dsdata.txt to determine how the superseded data were derived.
 CP1183
 CP1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS728089(NAD 83)
 CP1183_MARKER: B = BOLT
 CP1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1183_SP_SET: STONE
 CP1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1183+STABILITY: SURFACE MOTION
 CP1183
 CP1183  HISTORY     - Date     Condition        Report By
 CP1183  HISTORY     - UNK      MONUMENTED       DOD
 CP1183  HISTORY     - 1934     GOOD             DOD
 CP1183
 CP1183                          STATION DESCRIPTION
 CP1183
 CP1183'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1183'1.5 MI SE FROM ALSATIA.
 CP1183'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1183'MISS. RIVER, EAST CARROLL PARISH, LA., 1 1/2 MILES SOUTHEAST OF
 CP1183'ALSATIA, LA.  707 FEET NORTHWEST OF LEVEE STATION NO. 1950.  IN
 CP1183'COTTONWOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1182 ***********************************************************************
 CP1182  DESIGNATION -  1950 A CAP
 CP1182  PID         -  CP1182
 CP1182  STATE/COUNTY-  LA/EAST CARROLL
 CP1182  USGS QUAD   -  SONDHEIMER (1994)
 CP1182
 CP1182                         *CURRENT SURVEY CONTROL
 CP1182  ___________________________________________________________________
 CP1182* NAD 83(1986)-  32 36 18.     (N)    091 09 29.     (W)     SCALED    
 CP1182* NAVD 88     -        28.87   (+/-2cm)      94.7    (feet)  VERTCON   
 CP1182  ___________________________________________________________________
 CP1182  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1182
 CP1182  VERT ORDER  -  ? (See Below)
 CP1182
 CP1182.The horizontal coordinates were scaled from a topographic map and have
 CP1182.an estimated accuracy of +/- 6 seconds.
 CP1182
 CP1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1182.The vertical order pertains to the NGVD 29 superseded value.
 CP1182
 CP1182.The geoid height was determined by GEOID03.
 CP1182
 CP1182;                    North         East    Units  Estimated Accuracy
 CP1182;SPC LA N     -   234,180.    1,125,960.      MT  (+/- 180 meters Scaled)
 CP1182
 CP1182                          SUPERSEDED SURVEY CONTROL
 CP1182
 CP1182  NGVD 29 (??/??/92)   28.908  (m)           94.84   (f) ADJ UNCH    ?  
 CP1182
 CP1182.Superseded values are not recommended for survey control.
 CP1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1182.See file dsdata.txt to determine how the superseded data were derived.
 CP1182
 CP1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS728089(NAD 83)
 CP1182_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1182
 CP1182  HISTORY     - Date     Condition        Report By
 CP1182  HISTORY     - UNK      MONUMENTED       DOD
 CP1182  HISTORY     - 1934     GOOD             DOD
 CP1182
 CP1182                          STATION DESCRIPTION
 CP1182
 CP1182'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1182'1.5 MI SE FROM ALSATIA.
 CP1182'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1182'MISS. RIVER, EAST CARROLL PARISH, LA., 1 1/2 MILES SOUTHEAST OF
 CP1182'ALSATIA, LA.  707 FEET NORTHWEST OF LEVEE STATION NO. 1950.  IN
 CP1182'COTTONWOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2551 ***********************************************************************
 CQ2551  DESIGNATION -  196.266
 CQ2551  PID         -  CQ2551
 CQ2551  STATE/COUNTY-  LA/WEBSTER
 CQ2551  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ2551
 CQ2551                         *CURRENT SURVEY CONTROL
 CQ2551  ___________________________________________________________________
 CQ2551* NAD 83(1986)-  32 32 24.     (N)    093 17 28.     (W)     SCALED    
 CQ2551* NAVD 88     -        59.841  (meters)     196.33   (feet)  ADJUSTED  
 CQ2551  ___________________________________________________________________
 CQ2551  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2551  DYNAMIC HT  -          59.774 (meters)     196.11  (feet)  COMP
 CQ2551  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CQ2551
 CQ2551  VERT ORDER  -  FIRST     CLASS II
 CQ2551
 CQ2551.The horizontal coordinates were scaled from a topographic map and have
 CQ2551.an estimated accuracy of +/- 6 seconds.
 CQ2551
 CQ2551.The orthometric height was determined by differential leveling
 CQ2551.and adjusted by the National Geodetic Survey in June 1991..
 CQ2551
 CQ2551.The geoid height was determined by GEOID03.
 CQ2551
 CQ2551.The dynamic height is computed by dividing the NAVD 88
 CQ2551.geopotential number by the normal gravity value computed on the
 CQ2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2551.degrees latitude (g = 980.6199 gals.).
 CQ2551
 CQ2551.The modeled gravity was interpolated from observed gravity values.
 CQ2551
 CQ2551;                    North         East    Units  Estimated Accuracy
 CQ2551;SPC LA N     -   226,460.      925,690.      MT  (+/- 180 meters Scaled)
 CQ2551
 CQ2551                          SUPERSEDED SURVEY CONTROL
 CQ2551
 CQ2551  NGVD 29 (??/??/??)   59.896  (m)          196.51   (f) ADJUSTED    1 2
 CQ2551
 CQ2551.Superseded values are not recommended for survey control.
 CQ2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2551.See file dsdata.txt to determine how the superseded data were derived.
 CQ2551
 CQ2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS726003(NAD 83)
 CQ2551_MARKER: DD = SURVEY DISK
 CQ2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2551_STAMPING: 196.266 1934
 CQ2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2551+STABILITY: SURFACE MOTION
 CQ2551
 CQ2551  HISTORY     - Date     Condition        Report By
 CQ2551  HISTORY     - 1934     MONUMENTED       USGS
 CQ2551  HISTORY     - 1944     MARK NOT FOUND   LOCSUR
 CQ2551
 CQ2551                          STATION DESCRIPTION
 CQ2551
 CQ2551'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CQ2551'AT SIBLEY FROM SIBLEY.
 CQ2551'185 FEET SE OF THE DEPOT; 6 FEET NW OF ONE STORY CONCRETE BUILDING
 CQ2551'HOUSEING W C BOYD STORE; A SECTION OF IRON RAIL SET VERTICALLY AND
 CQ2551'EXTENDING 3 1/2 FEET ABOVE THE GROUND; ROD WAS HELD ON A PAINTED SPOT
 CQ2551'IN THE MIDDLE OF THE EAST EDGE OF THE RAIL; RAIL IS PAINTED USGS
 CQ2551'196.266.
 CQ2551
 CQ2551                          STATION RECOVERY (1944)
 CQ2551
 CQ2551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 CQ2551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0719 ***********************************************************************
 BW0719  DESIGNATION -  198 US
 BW0719  PID         -  BW0719
 BW0719  STATE/COUNTY-  LA/TENSAS
 BW0719  USGS QUAD   -  CHAMBLEE (1994)
 BW0719
 BW0719                         *CURRENT SURVEY CONTROL
 BW0719  ___________________________________________________________________
 BW0719* NAD 83(1986)-  31 51 48.     (N)    091 18 50.     (W)     SCALED    
 BW0719* NAVD 88     -        25.92   (+/-2cm)      85.0    (feet)  VERTCON   
 BW0719  ___________________________________________________________________
 BW0719  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0719
 BW0719  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0719
 BW0719.The horizontal coordinates were scaled from a topographic map and have
 BW0719.an estimated accuracy of +/- 6 seconds.
 BW0719
 BW0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0719.The vertical order pertains to the NGVD 29 superseded value.
 BW0719
 BW0719.The geoid height was determined by GEOID03.
 BW0719
 BW0719;                    North         East    Units  Estimated Accuracy
 BW0719;SPC LA N     -   151,770.    1,112,230.      MT  (+/- 180 meters Scaled)
 BW0719
 BW0719                          SUPERSEDED SURVEY CONTROL
 BW0719
 BW0719  NGVD 29 (??/??/92)   25.930  (m)           85.07   (f) ADJ UNCH    1 2
 BW0719
 BW0719.Superseded values are not recommended for survey control.
 BW0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0719.See file dsdata.txt to determine how the superseded data were derived.
 BW0719
 BW0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR595265(NAD 83)
 BW0719_MARKER: N = NAIL
 BW0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0719_SP_SET: CONCRETE MASS
 BW0719_STAMPING: 198 U.S. 1929
 BW0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0719
 BW0719  HISTORY     - Date     Condition        Report By
 BW0719  HISTORY     - 1929     MONUMENTED       CGS
 BW0719  HISTORY     - 1938     GOOD             NGS
 BW0719
 BW0719                          STATION DESCRIPTION
 BW0719
 BW0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0719'5.25 MI SW FROM ST JOSEPH.
 BW0719'5-1/2 MILES SOUTHWEST OF ST. JOSEPH, T*ENSAS PARISH, 1/2 MILE WEST OF
 BW0719'RODNEY CUT-OFF, ON TOP OF THE OLD LEVEE, AND AT THE POINT WHERE THE
 BW0719'CONTROL LINE BENDS SHARPLY TO THE LEFT AND CROSSES A SWAMP LEAVING THE
 BW0719'LEVEE.  A NAIL, SET IN THE TOP OF A CONCRETE MASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3209 ***********************************************************************
 CP3209  DESIGNATION -  1991
 CP3209  PID         -  CP3209
 CP3209  STATE/COUNTY-  LA/WEST CARROLL
 CP3209  USGS QUAD   -  KILBOURNE (1988)
 CP3209
 CP3209                         *CURRENT SURVEY CONTROL
 CP3209  ___________________________________________________________________
 CP3209* NAD 83(1986)-  32 57 53.     (N)    091 19 48.     (W)     SCALED    
 CP3209* NAVD 88     -        35.481  (meters)     116.41   (feet)  ADJUSTED  
 CP3209  ___________________________________________________________________
 CP3209  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3209  DYNAMIC HT  -          35.443 (meters)     116.28  (feet)  COMP
 CP3209  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 CP3209
 CP3209  VERT ORDER  -  SECOND    CLASS II
 CP3209
 CP3209.The horizontal coordinates were scaled from a topographic map and have
 CP3209.an estimated accuracy of +/- 6 seconds.
 CP3209
 CP3209.The orthometric height was determined by differential leveling
 CP3209.and adjusted by the National Geodetic Survey in June 1991..
 CP3209
 CP3209.The geoid height was determined by GEOID03.
 CP3209
 CP3209.The dynamic height is computed by dividing the NAVD 88
 CP3209.geopotential number by the normal gravity value computed on the
 CP3209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3209.degrees latitude (g = 980.6199 gals.).
 CP3209
 CP3209.The modeled gravity was interpolated from observed gravity values.
 CP3209
 CP3209;                    North         East    Units  Estimated Accuracy
 CP3209;SPC LA N     -   273,880.    1,109,390.      MT  (+/- 180 meters Scaled)
 CP3209
 CP3209                          SUPERSEDED SURVEY CONTROL
 CP3209
 CP3209.No superseded survey control is available for this station.
 CP3209
 CP3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS560486(NAD 83)
 CP3209_MARKER: DD = SURVEY DISK
 CP3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3209_SP_SET: CONCRETE POST
 CP3209_STAMPING: 1991
 CP3209_MARK LOGO: LAGS  
 CP3209_PROJECTION: FLUSH
 CP3209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3209+STABILITY: SURFACE MOTION
 CP3209
 CP3209  HISTORY     - Date     Condition        Report By
 CP3209  HISTORY     - UNK      MONUMENTED       LAGS
 CP3209  HISTORY     - 1985     GOOD             LADTD
 CP3209
 CP3209                          STATION DESCRIPTION
 CP3209
 CP3209'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3209'13.7 KM (8.5 MI) NORTH FROM OAK GROVE.
 CP3209'13.7 (8.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE INTERSECTION OF
 CP3209'STATE HIGHWAYS 17 AND 2 IN OAK GROVE TO THE BENCH MARK SET ON THE
 CP3209'EAST SIDE OF THE HIGHWAY, 11.7 METERS (38.5 FEET) EAST OF THE
 CP3209'CENTERLINE OF STATE HIGHWAY 17, 9.5 METERS (31 FEET) SOUTH OF A
 CP3209'GRAVEL DRIVE LEADING TO A WHITE FRAME HOUSE OWNED BY LENA FLEMING,
 CP3209'6.4 METERS (21 FEET) SOUTH OF THE SOUTH END OF A 24 INCH STEEL
 CP3209'CULVERT AND 3.7 METERS (12 FEET) WEST OF A POWER POLE NUMBERED 16.
 CP3209'THE MARK IS 0.31 METERS  ESE FROM A WITNESS POST.
 CP3209'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3218 ***********************************************************************
 CP3218  DESIGNATION -  1995
 CP3218  PID         -  CP3218
 CP3218  STATE/COUNTY-  LA/WEST CARROLL
 CP3218  USGS QUAD   -  KILBOURNE (1988)
 CP3218
 CP3218                         *CURRENT SURVEY CONTROL
 CP3218  ___________________________________________________________________
 CP3218* NAD 83(1986)-  32 59 56.     (N)    091 18 38.     (W)     SCALED    
 CP3218* NAVD 88     -        41.035  (meters)     134.63   (feet)  ADJUSTED  
 CP3218  ___________________________________________________________________
 CP3218  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3218  DYNAMIC HT  -          40.990 (meters)     134.48  (feet)  COMP
 CP3218  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 CP3218
 CP3218  VERT ORDER  -  SECOND    CLASS I
 CP3218
 CP3218.The horizontal coordinates were scaled from a topographic map and have
 CP3218.an estimated accuracy of +/- 6 seconds.
 CP3218
 CP3218.The orthometric height was determined by differential leveling
 CP3218.and adjusted by the National Geodetic Survey in June 1991..
 CP3218
 CP3218.The geoid height was determined by GEOID03.
 CP3218
 CP3218.The dynamic height is computed by dividing the NAVD 88
 CP3218.geopotential number by the normal gravity value computed on the
 CP3218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3218.degrees latitude (g = 980.6199 gals.).
 CP3218
 CP3218.The modeled gravity was interpolated from observed gravity values.
 CP3218
 CP3218;                    North         East    Units  Estimated Accuracy
 CP3218;SPC LA N     -   277,690.    1,111,170.      MT  (+/- 180 meters Scaled)
 CP3218
 CP3218                          SUPERSEDED SURVEY CONTROL
 CP3218
 CP3218.No superseded survey control is available for this station.
 CP3218
 CP3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS578524(NAD 83)
 CP3218_MARKER: DB = BENCH MARK DISK
 CP3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3218_SP_SET: CONCRETE POST
 CP3218_STAMPING: 1995
 CP3218_MARK LOGO: LAGS  
 CP3218_PROJECTION: FLUSH
 CP3218_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3218+STABILITY: SURFACE MOTION
 CP3218
 CP3218  HISTORY     - Date     Condition        Report By
 CP3218  HISTORY     - UNK      MONUMENTED       LAGS
 CP3218  HISTORY     - 1985     GOOD             LADTD
 CP3218  HISTORY     - 19870715 GOOD             LADTD
 CP3218
 CP3218                          STATION DESCRIPTION
 CP3218
 CP3218'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3218'20.3 KM (12.6 MI) NE FROM OAK GROVE.
 CP3218'14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3218'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE HIGHWAYS 17
 CP3218'AND 880, THENCE EASTERLY THEN NORTHERLY ON STATE HIGHWAY 880 FOR 4.2
 CP3218'KM (2.6 MI) TO THE JUNCTION WITH STATE HIGHWAY 585, THENCE WEST
 CP3218'(LEFT) ON HIGHWAY 585 FOR 1.4 KM (0.85 MI) TO THE BENCH MARK ON THE
 CP3218'RIGHT SET ON A HILL NEAR A POWER POLE, 13.7 METERS (45 FEET) EAST-
 CP3218'SOUTHEAST OF A 30-INCH OAK TREE, 9 METERS (29.5 FEET) NORTH OF THE
 CP3218'CENTERLINE OF STATE HIGHWAY 585, 7.8 METERS (25.5 FEET) WEST OF A
 CP3218'GRAVEL DRIVE LEADING NORTH AND 0.8 METERS (2.5 FEET) EAST OF A POWER
 CP3218'POLE WITH A TRANSFORMER ATTACHED.
 CP3218'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CP3218'THE MARK IS 1.22 M ABOVE THE HIGHWAY.
 CP3218
 CP3218                          STATION RECOVERY (1987)
 CP3218
 CP3218'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP3218'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1388 ***********************************************************************
 CQ1388  DESIGNATION -  2
 CQ1388  PID         -  CQ1388
 CQ1388  STATE/COUNTY-  LA/WEBSTER
 CQ1388  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1388
 CQ1388                         *CURRENT SURVEY CONTROL
 CQ1388  ___________________________________________________________________
 CQ1388* NAD 83(1986)-  32 38 16.     (N)    093 18 33.     (W)     SCALED    
 CQ1388* NAVD 88     -        77.068  (meters)     252.85   (feet)  ADJUSTED  
 CQ1388  ___________________________________________________________________
 CQ1388  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1388  DYNAMIC HT  -          76.982 (meters)     252.57  (feet)  COMP
 CQ1388  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 CQ1388
 CQ1388  VERT ORDER  -  SECOND    CLASS 0
 CQ1388
 CQ1388.The horizontal coordinates were scaled from a topographic map and have
 CQ1388.an estimated accuracy of +/- 6 seconds.
 CQ1388
 CQ1388.The orthometric height was determined by differential leveling
 CQ1388.and adjusted by the National Geodetic Survey in June 1991..
 CQ1388
 CQ1388.The geoid height was determined by GEOID03.
 CQ1388
 CQ1388.The dynamic height is computed by dividing the NAVD 88
 CQ1388.geopotential number by the normal gravity value computed on the
 CQ1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1388.degrees latitude (g = 980.6199 gals.).
 CQ1388
 CQ1388.The modeled gravity was interpolated from observed gravity values.
 CQ1388
 CQ1388;                    North         East    Units  Estimated Accuracy
 CQ1388;SPC LA N     -   237,320.      924,070.      MT  (+/- 180 meters Scaled)
 CQ1388
 CQ1388                          SUPERSEDED SURVEY CONTROL
 CQ1388
 CQ1388  NGVD 29 (??/??/??)   77.128  (m)          253.04   (f) ADJUSTED    2 0
 CQ1388
 CQ1388.Superseded values are not recommended for survey control.
 CQ1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1388.See file dsdata.txt to determine how the superseded data were derived.
 CQ1388
 CQ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS710111(NAD 83)
 CQ1388_MARKER: DD = SURVEY DISK
 CQ1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1388_STAMPING: NO 2 1922
 CQ1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1388+STABILITY: SURFACE MOTION
 CQ1388
 CQ1388  HISTORY     - Date     Condition        Report By
 CQ1388  HISTORY     - 1922     MONUMENTED       LOCSUR
 CQ1388  HISTORY     - 1934     GOOD             CGS
 CQ1388
 CQ1388                          STATION DESCRIPTION
 CQ1388
 CQ1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1388'2.0 MI N FROM MINDEN.
 CQ1388'ABOUT 2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1388'MINDEN, WEBSTER PARISH, ABOUT 34 YARDS NORTHEAST OF MILEPOST 76, ABOUT
 CQ1388'17 YARDS WEST OF THE TRACK, AND ABOUT 8 YARDS EAST OF A ROAD. A
 CQ1388'LOUISIANA DEPARTMENT OF CONSERVATION STANDARD DISK, STAMPED NO 2 1922
 CQ1388'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0964 ***********************************************************************
 BJ0964  DESIGNATION -  2
 BJ0964  PID         -  BJ0964
 BJ0964  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0964  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0964
 BJ0964                         *CURRENT SURVEY CONTROL
 BJ0964  ___________________________________________________________________
 BJ0964* NAD 83(1986)-  30 26 49.     (N)    091 11 24.     (W)     SCALED    
 BJ0964* NAVD 88     -        11.44   (+/-2cm)      37.5    (feet)  VERTCON   
 BJ0964  ___________________________________________________________________
 BJ0964  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0964
 BJ0964  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0964
 BJ0964.The horizontal coordinates were scaled from a topographic map and have
 BJ0964.an estimated accuracy of +/- 6 seconds.
 BJ0964
 BJ0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0964.The vertical order pertains to the NGVD 29 superseded value.
 BJ0964
 BJ0964.The geoid height was determined by GEOID03.
 BJ0964
 BJ0964;                    North         East    Units  Estimated Accuracy
 BJ0964;SPC LA S     -   215,820.    1,013,770.      MT  (+/- 180 meters Scaled)
 BJ0964
 BJ0964                          SUPERSEDED SURVEY CONTROL
 BJ0964
 BJ0964  NGVD 29 (??/??/??)   11.440  (m)           37.53   (f) ADJUSTED    1 1
 BJ0964
 BJ0964.Superseded values are not recommended for survey control.
 BJ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0964.See file dsdata.txt to determine how the superseded data were derived.
 BJ0964
 BJ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP737697(NAD 83)
 BJ0964_MARKER: P = PIPE CAP
 BJ0964_SETTING: 0 = UNSPECIFIED SETTING
 BJ0964_STAMPING: 75 USE
 BJ0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0964
 BJ0964  HISTORY     - Date     Condition        Report By
 BJ0964  HISTORY     - UNK      MONUMENTED       DOD
 BJ0964  HISTORY     - 1964     GOOD             CGS
 BJ0964  HISTORY     - 1976     GOOD             NGS
 BJ0964
 BJ0964                          STATION DESCRIPTION
 BJ0964
 BJ0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0964'IN BATON ROUGE.
 BJ0964'P.B.M. IS THE TOP OF THE INNER CAP, AT THE S.W. CORNER, THAT COVER,
 BJ0964'THE PEDESTAL ON WHICH RESTS THE SEVENTH POST ON THE WEST SIDE,
 BJ0964'COUNTING FROM THE N.W. CORNER OF THE ORNAMENTAL, IRON FENCE THAT
 BJ0964'SURROUNDS THE OLD STATE CAPITOL.  IT IS OUTSIDE THE FENCE AND OPPOSITE
 BJ0964'THE NORTH ARCADE OF THE Y. AND M.V.R.R. STATION.  NOTE-- MARK IS IN A
 BJ0964'POOR STRUCTURE, USE WITH CAUTION.
 BJ0964
 BJ0964                          STATION RECOVERY (1976)
 BJ0964
 BJ0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0964'PBM IS A HORIZONTAL BAR OVER AN INVERTED V CUT IN THE STONE PEDESTAL,
 BJ0964'IN TOP OF THE SOUTHWEST CORNER OF THE STONE PEDESTAL ON WHICH RESTS
 BJ0964'THE SEVENTH IRON POST SOUTH OF THE NORTHWEST CORNER OF THE IRON FENCE
 BJ0964'THAT SURROUNDS THE OLD STATE CAPITOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0008 ***********************************************************************
 BW0008  DESIGNATION -  2 5 TH LLD
 BW0008  PID         -  BW0008
 BW0008  STATE/COUNTY-  LA/CONCORDIA
 BW0008  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0008
 BW0008                         *CURRENT SURVEY CONTROL
 BW0008  ___________________________________________________________________
 BW0008* NAD 83(1986)-  31 09 07.     (N)    091 38 08.     (W)     SCALED    
 BW0008* NAVD 88     -        15.950  (meters)      52.33   (feet)  ADJUSTED  
 BW0008  ___________________________________________________________________
 BW0008  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW0008  DYNAMIC HT  -          15.930 (meters)      52.26  (feet)  COMP
 BW0008  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 BW0008
 BW0008  VERT ORDER  -  FIRST     CLASS I
 BW0008
 BW0008.The horizontal coordinates were scaled from a topographic map and have
 BW0008.an estimated accuracy of +/- 6 seconds.
 BW0008
 BW0008.The orthometric height was determined by differential leveling
 BW0008.and adjusted by the National Geodetic Survey in February 1994..
 BW0008
 BW0008.The geoid height was determined by GEOID03.
 BW0008
 BW0008.The dynamic height is computed by dividing the NAVD 88
 BW0008.geopotential number by the normal gravity value computed on the
 BW0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0008.degrees latitude (g = 980.6199 gals.).
 BW0008
 BW0008.The modeled gravity was interpolated from observed gravity values.
 BW0008
 BW0008;                    North         East    Units  Estimated Accuracy
 BW0008;SPC LA N     -    72,620.    1,082,430.      MT  (+/- 180 meters Scaled)
 BW0008
 BW0008                          SUPERSEDED SURVEY CONTROL
 BW0008
 BW0008  NAVD 88 (06/15/91)   15.974  (m)           52.41   (f) UNKNOWN     1 1
 BW0008  NGVD 29 (??/??/??)   15.924  (m)           52.24   (f) ADJUSTED    1 1
 BW0008
 BW0008.Superseded values are not recommended for survey control.
 BW0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0008.See file dsdata.txt to determine how the superseded data were derived.
 BW0008
 BW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ300472(NAD 83)
 BW0008_MARKER: Z = SEE DESCRIPTION
 BW0008_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BW0008_SP_SET: 92 FT. IRON PIPE
 BW0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0008
 BW0008  HISTORY     - Date     Condition        Report By
 BW0008  HISTORY     - 1976     MONUMENTED       USE
 BW0008  HISTORY     - 1976     GOOD             NGS
 BW0008
 BW0008                          STATION DESCRIPTION
 BW0008
 BW0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0008'2.9 MI SOUTH FROM SHAW.
 BW0008'2.9 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0008'HIGHWAY 190 AT SHAW, 0.2 MILE SOUTH OF THE JUNCTION OF A GRAVELED
 BW0008'ROAD LEADING TO BLACK HAWK, 102 FT. WEST OF THE CENTER LINE OF THE
 BW0008'HIGHWAY, 1.7 FT. EAST OF A 2.5 INCH PIPE THAT PROJECTS 5 FT., 7.8 FT.
 BW0008'EAST OF A FENCE, A 1 INCH IRON PIPE AND CAP DRIVEN TO A DEPTH OF 92 FT
 BW0008'AND ENCASED IN A 2 INCH IRON PIPE BORED TO A DEPTH OF 80 FT. WITH A
 BW0008'3 INCH SCREW CAP FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3910 ***********************************************************************
 BJ3910  DESIGNATION -  2 87
 BJ3910  PID         -  BJ3910
 BJ3910  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3910  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3910
 BJ3910                         *CURRENT SURVEY CONTROL
 BJ3910  ___________________________________________________________________
 BJ3910* NAD 83(1986)-  30 25 51.     (N)    091 06 25.     (W)     SCALED    
 BJ3910* NAVD 88     -        13.699  (meters)      44.94   (feet)  ADJUSTED  
 BJ3910  ___________________________________________________________________
 BJ3910  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ3910  DYNAMIC HT  -          13.681 (meters)      44.89  (feet)  COMP
 BJ3910  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 BJ3910
 BJ3910  VERT ORDER  -  SECOND    CLASS II
 BJ3910
 BJ3910.The horizontal coordinates were scaled from a topographic map and have
 BJ3910.an estimated accuracy of +/- 6 seconds.
 BJ3910
 BJ3910.The orthometric height was determined by differential leveling
 BJ3910.and adjusted by the National Geodetic Survey in February 1994..
 BJ3910
 BJ3910.The geoid height was determined by GEOID03.
 BJ3910
 BJ3910.The dynamic height is computed by dividing the NAVD 88
 BJ3910.geopotential number by the normal gravity value computed on the
 BJ3910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3910.degrees latitude (g = 980.6199 gals.).
 BJ3910
 BJ3910.The modeled gravity was interpolated from observed gravity values.
 BJ3910
 BJ3910;                    North         East    Units  Estimated Accuracy
 BJ3910;SPC LA S     -   214,050.    1,021,750.      MT  (+/- 180 meters Scaled)
 BJ3910
 BJ3910                          SUPERSEDED SURVEY CONTROL
 BJ3910
 BJ3910.No superseded survey control is available for this station.
 BJ3910
 BJ3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP818680(NAD 83)
 BJ3910_MARKER: DB = BENCH MARK DISK
 BJ3910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3910_SP_SET: CONCRETE POST
 BJ3910_STAMPING: 2-87 1987
 BJ3910_MARK LOGO: LA-033
 BJ3910_PROJECTION: FLUSH
 BJ3910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3910+STABILITY: SURFACE MOTION
 BJ3910
 BJ3910  HISTORY     - Date     Condition        Report By
 BJ3910  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3910
 BJ3910                          STATION DESCRIPTION
 BJ3910
 BJ3910'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3910'IN BATON ROUGE.
 BJ3910'LOCATED SOUTH OF BATON ROUGE AT THE INTERSECTION OF OLD HAMMOND
 BJ3910'HIGHWAY AND JEFFERSON HIGHWAY SET IN THE NORTHEAST QUADRANT OF THE
 BJ3910'INTERSECTION NEAR THE HIBERNIA BANK, 1.8 METERS (6 FEET) NORTHEAST OF
 BJ3910'THE INSIDE EDGE OF SIDEWALK, AND 0.91 METERS (3 FEET) NORTHWEST OF A
 BJ3910'POWER POLE.
 BJ3910'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ3910'THE MARK IS 0.31 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0017 ***********************************************************************
 BJ0017  DESIGNATION -  2 ABLDAPA
 BJ0017  PID         -  BJ0017
 BJ0017  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0017  USGS QUAD   -  INNIS (1994)
 BJ0017
 BJ0017                         *CURRENT SURVEY CONTROL
 BJ0017  ___________________________________________________________________
 BJ0017* NAD 83(1986)-  30 55 07.     (N)    091 39 45.     (W)     SCALED    
 BJ0017* NAVD 88     -        14.715  (meters)      48.28   (feet)  ADJUSTED  
 BJ0017  ___________________________________________________________________
 BJ0017  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0017  DYNAMIC HT  -          14.696 (meters)      48.22  (feet)  COMP
 BJ0017  MODELED GRAV-     979,381.0   (mgal)                       NAVD 88
 BJ0017
 BJ0017  VERT ORDER  -  FIRST     CLASS I
 BJ0017
 BJ0017.The horizontal coordinates were scaled from a topographic map and have
 BJ0017.an estimated accuracy of +/- 6 seconds.
 BJ0017
 BJ0017.The orthometric height was determined by differential leveling
 BJ0017.and adjusted by the National Geodetic Survey in February 1994..
 BJ0017
 BJ0017.The geoid height was determined by GEOID03.
 BJ0017
 BJ0017.The dynamic height is computed by dividing the NAVD 88
 BJ0017.geopotential number by the normal gravity value computed on the
 BJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0017.degrees latitude (g = 980.6199 gals.).
 BJ0017
 BJ0017.The modeled gravity was interpolated from observed gravity values.
 BJ0017
 BJ0017;                    North         East    Units  Estimated Accuracy
 BJ0017;SPC LA S     -   268,150.      968,540.      MT  (+/- 180 meters Scaled)
 BJ0017
 BJ0017                          SUPERSEDED SURVEY CONTROL
 BJ0017
 BJ0017  NAVD 88 (06/15/91)   14.743  (m)           48.37   (f) UNKNOWN     1 1
 BJ0017  NGVD 29 (??/??/??)   14.700  (m)           48.23   (f) ADJUSTED    1 1
 BJ0017
 BJ0017.Superseded values are not recommended for survey control.
 BJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0017.See file dsdata.txt to determine how the superseded data were derived.
 BJ0017
 BJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ278213(NAD 83)
 BJ0017_MARKER: Z = SEE DESCRIPTION
 BJ0017_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0017_SP_SET: 65 FT IRON PIPE
 BJ0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0017
 BJ0017  HISTORY     - Date     Condition        Report By
 BJ0017  HISTORY     - 1975     MONUMENTED       USE
 BJ0017  HISTORY     - 1976     GOOD             NGS
 BJ0017
 BJ0017                          STATION DESCRIPTION
 BJ0017
 BJ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0017'1.6 MI SOUTH FROM WILLIAMSPORT.
 BJ0017'1.6 MILES NORTH ALONG STATE HIGHWAY 418 FROM THE ST. STEPHENS CHURCH
 BJ0017'AT WILLIAMSPORT, 96 FT NORTH OF THE NORTHEAST END OF A 12 INCH
 BJ0017'CONCRETE PIPE CULVERT, 51 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0017'HIGHWAY, 8.5 FT NORTHEAST OF A FENCE, A 1 INCH IRON PIPE WITH CAP
 BJ0017'DRIVEN TO A DEPTH OF 65 FT ENCASED IN A 2 INCH IRON PIPE BORED TO
 BJ0017'A DEPTH OF 44 FT WITH A 3 INCH SCREW CAP FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2608 ***********************************************************************
 BJ2608  DESIGNATION -  2 ALWS
 BJ2608  PID         -  BJ2608
 BJ2608  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2608  USGS QUAD   -  INNIS (1994)
 BJ2608
 BJ2608                         *CURRENT SURVEY CONTROL
 BJ2608  ___________________________________________________________________
 BJ2608* NAD 83(1986)-  30 56 05.     (N)    091 39 45.     (W)     SCALED    
 BJ2608* NAVD 88     -        17.08   (+/-2cm)      56.0    (feet)  VERTCON   
 BJ2608  ___________________________________________________________________
 BJ2608  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ2608
 BJ2608  VERT ORDER  -  ? (See Below)
 BJ2608
 BJ2608.The horizontal coordinates were scaled from a topographic map and have
 BJ2608.an estimated accuracy of +/- 6 seconds.
 BJ2608
 BJ2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2608.The vertical order pertains to the NGVD 29 superseded value.
 BJ2608
 BJ2608.The geoid height was determined by GEOID03.
 BJ2608
 BJ2608;                    North         East    Units  Estimated Accuracy
 BJ2608;SPC LA S     -   269,930.      968,540.      MT  (+/- 180 meters Scaled)
 BJ2608
 BJ2608                          SUPERSEDED SURVEY CONTROL
 BJ2608
 BJ2608  NGVD 29 (??/??/??)   17.067  (m)           55.99   (f) ADJUSTED    ?  
 BJ2608
 BJ2608.Superseded values are not recommended for survey control.
 BJ2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2608.See file dsdata.txt to determine how the superseded data were derived.
 BJ2608
 BJ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ277231(NAD 83)
 BJ2608_MARKER: Z = SEE DESCRIPTION
 BJ2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2608+STABILITY: SURFACE MOTION
 BJ2608
 BJ2608  HISTORY     - Date     Condition        Report By
 BJ2608  HISTORY     - UNK      MONUMENTED       DOD
 BJ2608  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2608
 BJ2608                          STATION DESCRIPTION
 BJ2608
 BJ2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2608'3.8 MI SE FROM TORRAS.
 BJ2608'3.8 MILES SE ALONG STATE HIGHWAY 49 FROM TORRAS, POINTE COUPEE PARISH,
 BJ2608'1-1/4 MILES N OF SMITHLAND LANDING, 1 MILE S OF RED RIVER LANDING,
 BJ2608'1,400 FEET BELOW LEVEE MILEPOST 8, 60.3 FEET WEST OF LEVEE STATION
 BJ2608'413+57.8, ON THE BANQUETTE OF THE LEVEE, AT THE LOWER ANGLE OF A
 BJ2608'REVERSE BEND, JUST BELOW THE LOWER END OF THE LONGPOND LANDSIDE FROM
 BJ2608'THE LEVEE, 20 FEET E OF THE CENTER LINE OF THE HIGHWAY.  THE TOP OF AN
 BJ2608'IRON PIPE, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1960 ***********************************************************************
 CQ1960  DESIGNATION -  2 BAYOU PIERRE
 CQ1960  PID         -  CQ1960
 CQ1960  STATE/COUNTY-  LA/CADDO
 CQ1960  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1960
 CQ1960                         *CURRENT SURVEY CONTROL
 CQ1960  ___________________________________________________________________
 CQ1960* NAD 83(1986)-  32 30 53.     (N)    093 44 29.     (W)     SCALED    
 CQ1960* NAVD 88     -        56.90   (+/-2cm)     186.7    (feet)  VERTCON   
 CQ1960  ___________________________________________________________________
 CQ1960  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ1960
 CQ1960  VERT ORDER  -  ? (See Below)
 CQ1960
 CQ1960.The horizontal coordinates were scaled from a topographic map and have
 CQ1960.an estimated accuracy of +/- 6 seconds.
 CQ1960
 CQ1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1960.The vertical order pertains to the NGVD 29 superseded value.
 CQ1960
 CQ1960.The geoid height was determined by GEOID03.
 CQ1960
 CQ1960;                    North         East    Units  Estimated Accuracy
 CQ1960;SPC LA N     -   224,060.      883,360.      MT  (+/- 180 meters Scaled)
 CQ1960
 CQ1960                          SUPERSEDED SURVEY CONTROL
 CQ1960
 CQ1960  NGVD 29 (??/??/??)   56.968  (m)          186.90   (f) ADJUSTED    ?  
 CQ1960
 CQ1960.Superseded values are not recommended for survey control.
 CQ1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1960.See file dsdata.txt to determine how the superseded data were derived.
 CQ1960
 CQ1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR303977(NAD 83)
 CQ1960_MARKER: X = CHISELED CROSS
 CQ1960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1960_SP_SET: RETAINING WALL
 CQ1960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1960
 CQ1960  HISTORY     - Date     Condition        Report By
 CQ1960  HISTORY     - UNK      MONUMENTED       CGS
 CQ1960  HISTORY     - 1935     MARK NOT FOUND   CGS
 CQ1960  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1960  HISTORY     - 19990206 POOR             USPSQD
 CQ1960
 CQ1960                          STATION DESCRIPTION
 CQ1960
 CQ1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ1960'IN SHREVEPORT.
 CQ1960'AT SHREVEPORT, CADDO PARISH, ON THE SOUTHWEST SIDE OF THE VICKSBURG,
 CQ1960'SHREVEPORT AND PACIFIC RAILWAY BRIDGE, AND ON THE TOP OF THE CAPSTONE
 CQ1960'OF THE RETAINING WALL, A CHISELED CROSS.
 CQ1960
 CQ1960                          STATION RECOVERY (1987)
 CQ1960
 CQ1960'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ1960'MARK NOT FOUND.
 CQ1960
 CQ1960                          STATION RECOVERY (1999)
 CQ1960
 CQ1960'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1960'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0723 ***********************************************************************
 BJ0723  DESIGNATION -  2 BOLT
 BJ0723  PID         -  BJ0723
 BJ0723  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0723  USGS QUAD   -  LOBDELL (1992)
 BJ0723
 BJ0723                         *CURRENT SURVEY CONTROL
 BJ0723  ___________________________________________________________________
 BJ0723* NAD 83(1986)-  30 29 21.     (N)    091 16 44.     (W)     SCALED    
 BJ0723* NAVD 88     -         5.943  (meters)      19.50   (feet)  READJUSTED
 BJ0723  ___________________________________________________________________
 BJ0723  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0723  DYNAMIC HT  -           5.940 (meters)      19.49  (feet)  COMP
 BJ0723  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ0723
 BJ0723  VERT ORDER  -  ?
 BJ0723
 BJ0723.The horizontal coordinates were scaled from a topographic map and have
 BJ0723.an estimated accuracy of +/- 6 seconds.
 BJ0723
 BJ0723.The orthometric height was determined by differential leveling
 BJ0723.and adjusted by the National Geodetic Survey in June 1991..
 BJ0723.The height was derived from older observations constrained to new
 BJ0723.heights in a crustal motion area.  The height is approximate in
 BJ0723.relation to other heights in its vicinity.
 BJ0723
 BJ0723.The geoid height was determined by GEOID03.
 BJ0723
 BJ0723.The dynamic height is computed by dividing the NAVD 88
 BJ0723.geopotential number by the normal gravity value computed on the
 BJ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0723.degrees latitude (g = 980.6199 gals.).
 BJ0723
 BJ0723.The modeled gravity was interpolated from observed gravity values.
 BJ0723
 BJ0723;                    North         East    Units  Estimated Accuracy
 BJ0723;SPC LA S     -   220,490.    1,005,230.      MT  (+/- 180 meters Scaled)
 BJ0723
 BJ0723                          SUPERSEDED SURVEY CONTROL
 BJ0723
 BJ0723  NGVD 29 (??/??/??)    5.909  (m)           19.39   (f) ADJUSTED    1 1
 BJ0723
 BJ0723.Superseded values are not recommended for survey control.
 BJ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0723.See file dsdata.txt to determine how the superseded data were derived.
 BJ0723
 BJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP651742(NAD 83)
 BJ0723_MARKER: B = BOLT
 BJ0723_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0723_SP_SET: SHALLOW-SET PIPE
 BJ0723_MARK LOGO: DOD   
 BJ0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0723
 BJ0723  HISTORY     - Date     Condition        Report By
 BJ0723  HISTORY     - UNK      MONUMENTED       DOD
 BJ0723  HISTORY     - 1964     GOOD             CGS
 BJ0723  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ0723  HISTORY     - 1976     GOOD             NGS
 BJ0723  HISTORY     - 1986     POOR             NGS
 BJ0723
 BJ0723                          STATION DESCRIPTION
 BJ0723
 BJ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0723'1.8 MI W FROM KAHNS.
 BJ0723'ABOUT 1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0723'STATE HIGHWAY 415 OVERPASS AT KAHNS, 70 FEET SOUTHEAST OF THE CENTER
 BJ0723'OF A CROSSING OF THE RAILROAD AND A ROAD, 42 FEET SOUTH OF THE SOUTH
 BJ0723'RAIL, 58 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A
 BJ0723'TELEPHONE POLE, A COPPER BOLT SET IN A TILE ABOUT 3 FEET BELOW THE
 BJ0723'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BJ0723'BEARING A CAP WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 BJ0723
 BJ0723                          STATION RECOVERY (1968)
 BJ0723
 BJ0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ0723'MARK NOT FOUND.
 BJ0723
 BJ0723                          STATION RECOVERY (1976)
 BJ0723
 BJ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0723'1.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0723'STATE HIGHWAY 415 OVERPASS, 0.3 MILE NORTHWEST OF THE CROSSING OF
 BJ0723'STATE HIGHWAY 1145, AT THE CROSSING OF AN ASPHALT ROAD, 42.4 FT.
 BJ0723'SOUTHWEST OF THE SOUTHWEST RAIL, 59 FT. SOUTHEAST OF THE CENTER LINE
 BJ0723'OF THE ROAD, 36.8 FT. EAST OF THE EAST CORNER OF A SMALL METAL
 BJ0723'BUILDING, 40.5 FT. SOUTHEAST OF A POWER LINE GUY POLE, 1.0 FT.
 BJ0723'NORTHWEST OF A WITNESS POST, A COPPER BOLT SET IN A TILE SLAB ABOUT
 BJ0723'3 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 BJ0723'A 4-INCH IRON PIPE WITH A CAP WHICH PROJECTS 1 FT. ABOVE THE GROUND.
 BJ0723
 BJ0723                          STATION RECOVERY (1986)
 BJ0723
 BJ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0723'RECOVERED IN POOR CONDITION, PIPE LEANING VERY BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2310 ***********************************************************************
 BJ2310  DESIGNATION -  2 C
 BJ2310  PID         -  BJ2310
 BJ2310  STATE/COUNTY-  LA/ST MARTIN
 BJ2310  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2310
 BJ2310                         *CURRENT SURVEY CONTROL
 BJ2310  ___________________________________________________________________
 BJ2310* NAD 83(1986)-  30 07 36.     (N)    091 30 18.     (W)     SCALED    
 BJ2310* NAVD 88     -         3.80   (+/-2cm)      12.5    (feet)  VERTCON   
 BJ2310  ___________________________________________________________________
 BJ2310  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ2310
 BJ2310  VERT ORDER  -  ? (See Below)
 BJ2310
 BJ2310.The horizontal coordinates were scaled from a topographic map and have
 BJ2310.an estimated accuracy of +/- 6 seconds.
 BJ2310
 BJ2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2310.The vertical order pertains to the NGVD 29 superseded value.
 BJ2310
 BJ2310.The geoid height was determined by GEOID03.
 BJ2310
 BJ2310;                    North         East    Units  Estimated Accuracy
 BJ2310;SPC LA S     -   180,320.      983,460.      MT  (+/- 180 meters Scaled)
 BJ2310
 BJ2310                          SUPERSEDED SURVEY CONTROL
 BJ2310
 BJ2310  NGVD 29 (??/??/??)    3.826  (m)           12.55   (f) ADJUSTED    ?  
 BJ2310
 BJ2310.Superseded values are not recommended for survey control.
 BJ2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2310.See file dsdata.txt to determine how the superseded data were derived.
 BJ2310
 BJ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP440337(NAD 83)
 BJ2310_MARKER: S = SPIKE
 BJ2310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2310_SP_SET: TREE
 BJ2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2310
 BJ2310  HISTORY     - Date     Condition        Report By
 BJ2310  HISTORY     - UNK      MONUMENTED       DOD
 BJ2310  HISTORY     - 1933     GOOD             CGS
 BJ2310
 BJ2310                          STATION DESCRIPTION
 BJ2310
 BJ2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BJ2310'1.6 MI S FROM BAYOU CHENE.
 BJ2310'1.6 MILES SOUTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2310'ON THE RIGHT BANK OF BAYOU CHENE, ABOUT 1-1/4 MILES BELOW ITS
 BJ2310'CONFLUENCE WITH TARLETON BAYOU, ABOUT 1-1/4 MILES NORTH OF THE UPPER
 BJ2310'END OF LAKE CHICOT, ABOUT 3/4 MILE NORTH OF DEAD MAN BAYOU, ABOUT
 BJ2310'1,100 FEET BELOW THE JOHN SHELLGROVE HOUSE, ABOUT 75 FEET LANDWARD
 BJ2310'FROM THE BANK OF THE BAYOU, ABOUT 50 FEET BELOW THE END OF A SMALL
 BJ2310'PROTECTION LEVEE, IN THE WEST SIDE OF A 10-INCH PIGNUT TREE, AND ABOUT
 BJ2310'2.8 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2451 ***********************************************************************
 BJ2451  DESIGNATION -  2 CAP
 BJ2451  PID         -  BJ2451
 BJ2451  STATE/COUNTY-  LA/ST LANDRY
 BJ2451  USGS QUAD   -  PORTAGE (1970)
 BJ2451
 BJ2451                         *CURRENT SURVEY CONTROL
 BJ2451  ___________________________________________________________________
 BJ2451* NAD 83(1986)-  30 28 56.     (N)    091 45 30.     (W)     SCALED    
 BJ2451* NAVD 88     -         8.29   (+/-2cm)      27.2    (feet)  VERTCON   
 BJ2451  ___________________________________________________________________
 BJ2451  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2451
 BJ2451  VERT ORDER  -  ? (See Below)
 BJ2451
 BJ2451.The horizontal coordinates were scaled from a topographic map and have
 BJ2451.an estimated accuracy of +/- 6 seconds.
 BJ2451
 BJ2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2451.The vertical order pertains to the NGVD 29 superseded value.
 BJ2451
 BJ2451.The geoid height was determined by GEOID03.
 BJ2451
 BJ2451;                    North         East    Units  Estimated Accuracy
 BJ2451;SPC LA S     -   219,800.      959,200.      MT  (+/- 180 meters Scaled)
 BJ2451
 BJ2451                          SUPERSEDED SURVEY CONTROL
 BJ2451
 BJ2451  NGVD 29 (??/??/??)    8.303  (m)           27.24   (f) ADJUSTED    ?  
 BJ2451
 BJ2451.Superseded values are not recommended for survey control.
 BJ2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2451.See file dsdata.txt to determine how the superseded data were derived.
 BJ2451
 BJ2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP191728(NAD 83)
 BJ2451_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2451_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2451_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2451
 BJ2451  HISTORY     - Date     Condition        Report By
 BJ2451  HISTORY     - UNK      MONUMENTED       DOD
 BJ2451  HISTORY     - 1936     GOOD             DOD
 BJ2451
 BJ2451                          STATION DESCRIPTION
 BJ2451
 BJ2451'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2451'4.2 MI S FROM KROTZ SPRINGS.
 BJ2451'4.2 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2451'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, 3,106 FEET SOUTH OF
 BJ2451'LEVEE MILEPOST 52, 80 FEET LANDSIDE OF LEVEE STATION 2638+58, ON THE
 BJ2451'WEST BANK OF ATCHAFALAYA RIVER, 32 FEET WEST OF THE CENTER LINE OF A
 BJ2451'DIRT ROAD PARALLELING THE LEVEE, AND ON A SMALL BERM EXTENDING INTO A
 BJ2451'ROAD BORROW PIT.  AN IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND
 BJ2451'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2034 ***********************************************************************
 BJ2034  DESIGNATION -  2 CAP
 BJ2034  PID         -  BJ2034
 BJ2034  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ2034  USGS QUAD   -  LOBDELL (1992)
 BJ2034
 BJ2034                         *CURRENT SURVEY CONTROL
 BJ2034  ___________________________________________________________________
 BJ2034* NAD 83(1986)-  30 29 21.     (N)    091 16 43.     (W)     SCALED    
 BJ2034* NAVD 88     -         7.15   (+/-2cm)      23.5    (feet)  VERTCON   
 BJ2034  ___________________________________________________________________
 BJ2034  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ2034
 BJ2034  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2034
 BJ2034.The horizontal coordinates were scaled from a topographic map and have
 BJ2034.an estimated accuracy of +/- 6 seconds.
 BJ2034
 BJ2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2034.The vertical order pertains to the NGVD 29 superseded value.
 BJ2034
 BJ2034.The geoid height was determined by GEOID03.
 BJ2034
 BJ2034;                    North         East    Units  Estimated Accuracy
 BJ2034;SPC LA S     -   220,490.    1,005,250.      MT  (+/- 180 meters Scaled)
 BJ2034
 BJ2034                          SUPERSEDED SURVEY CONTROL
 BJ2034
 BJ2034  NGVD 29 (??/??/??)    7.143  (m)           23.43   (f) ADJUSTED    1 2
 BJ2034
 BJ2034.Superseded values are not recommended for survey control.
 BJ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2034.See file dsdata.txt to determine how the superseded data were derived.
 BJ2034
 BJ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP652742(NAD 83)
 BJ2034_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2034
 BJ2034  HISTORY     - Date     Condition        Report By
 BJ2034  HISTORY     - UNK      MONUMENTED       DOD
 BJ2034  HISTORY     - 1964     GOOD             CGS
 BJ2034  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2034
 BJ2034                          STATION DESCRIPTION
 BJ2034
 BJ2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2034'1.8 MI W FROM KAHNS.
 BJ2034'ABOUT 1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2034'STATE HIGHWAY 415 OVERPASS AT KAHNS, 70 FEET SOUTHEAST OF THE CENTER
 BJ2034'OF A CROSSING OF THE RAILROAD AND A ROAD, 42 FEET SOUTH OF THE SOUTH
 BJ2034'RAIL, 58 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A
 BJ2034'TELEPHONE POLE, A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 FOOT
 BJ2034'ABOVE THE LEVEL OF THE GROUND.
 BJ2034
 BJ2034                          STATION RECOVERY (1968)
 BJ2034
 BJ2034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0349 ***********************************************************************
 BJ0349  DESIGNATION -  2 CDL USGS
 BJ0349  PID         -  BJ0349
 BJ0349  STATE/COUNTY-  LA/ST LANDRY
 BJ0349  USGS QUAD   -  PORTAGE (1970)
 BJ0349
 BJ0349                         *CURRENT SURVEY CONTROL
 BJ0349  ___________________________________________________________________
 BJ0349* NAD 83(1986)-  30 28 41.     (N)    091 52 07.     (W)     SCALED    
 BJ0349* NAVD 88     -         4.800  (meters)      15.75   (feet)  ADJUSTED  
 BJ0349  ___________________________________________________________________
 BJ0349  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ0349  DYNAMIC HT  -           4.794 (meters)      15.73  (feet)  COMP
 BJ0349  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 BJ0349
 BJ0349  VERT ORDER  -  FIRST     CLASS I
 BJ0349
 BJ0349.The horizontal coordinates were scaled from a topographic map and have
 BJ0349.an estimated accuracy of +/- 6 seconds.
 BJ0349
 BJ0349.The orthometric height was determined by differential leveling
 BJ0349.and adjusted by the National Geodetic Survey in February 1994..
 BJ0349
 BJ0349.The geoid height was determined by GEOID03.
 BJ0349
 BJ0349.The dynamic height is computed by dividing the NAVD 88
 BJ0349.geopotential number by the normal gravity value computed on the
 BJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0349.degrees latitude (g = 980.6199 gals.).
 BJ0349
 BJ0349.The modeled gravity was interpolated from observed gravity values.
 BJ0349
 BJ0349;                    North         East    Units  Estimated Accuracy
 BJ0349;SPC LA S     -   219,380.      948,610.      MT  (+/- 180 meters Scaled)
 BJ0349
 BJ0349                          SUPERSEDED SURVEY CONTROL
 BJ0349
 BJ0349  NAVD 88 (06/15/91)    4.816  (m)           15.80   (f) UNKNOWN     1 1
 BJ0349  NGVD 29 (??/??/??)    4.795  (m)           15.73   (f) ADJUSTED    1 1
 BJ0349
 BJ0349.Superseded values are not recommended for survey control.
 BJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0349.See file dsdata.txt to determine how the superseded data were derived.
 BJ0349
 BJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP085723(NAD 83)
 BJ0349_MARKER: DD = SURVEY DISK
 BJ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0349_SP_SET: CONCRETE POST
 BJ0349_STAMPING: 2 CDL 1969
 BJ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0349+STABILITY: SURFACE MOTION
 BJ0349
 BJ0349  HISTORY     - Date     Condition        Report By
 BJ0349  HISTORY     - 1969     MONUMENTED       USGS
 BJ0349  HISTORY     - 1976     GOOD             NGS
 BJ0349
 BJ0349                          STATION DESCRIPTION
 BJ0349
 BJ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0349'12.0 MI SW FROM KROTZ SPRINGS.
 BJ0349'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0349'OFFICE AT KROTZ SPRINGS, THENCE 5.2 MILES SOUTH ALONG TOP OF THE WEST
 BJ0349'ATCHAFALAYA FLOODWAY LEVEE, 159 FT. WEST OF THE  CENTER LINE OF THE
 BJ0349'LEVEE, 5 FT. SOUTHEAST OF SOUTHEAST FENCE CORNER OF A CATTLE CORRAL,
 BJ0349'2 FT. EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0440 ***********************************************************************
 BJ0440  DESIGNATION -  2 CHA
 BJ0440  PID         -  BJ0440
 BJ0440  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0440  USGS QUAD   -  ELM PARK (1994)
 BJ0440
 BJ0440                         *CURRENT SURVEY CONTROL
 BJ0440  ___________________________________________________________________
 BJ0440* NAD 83(1986)-  30 45 34.     (N)    091 20 31.     (W)     SCALED    
 BJ0440* NAVD 88     -        38.170  (meters)     125.23   (feet)  ADJUSTED  
 BJ0440  ___________________________________________________________________
 BJ0440  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0440  DYNAMIC HT  -          38.121 (meters)     125.07  (feet)  COMP
 BJ0440  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BJ0440
 BJ0440  VERT ORDER  -  FIRST     CLASS I
 BJ0440
 BJ0440.The horizontal coordinates were scaled from a topographic map and have
 BJ0440.an estimated accuracy of +/- 6 seconds.
 BJ0440
 BJ0440.The orthometric height was determined by differential leveling
 BJ0440.and adjusted by the National Geodetic Survey in February 1994..
 BJ0440
 BJ0440.The geoid height was determined by GEOID03.
 BJ0440
 BJ0440.The dynamic height is computed by dividing the NAVD 88
 BJ0440.geopotential number by the normal gravity value computed on the
 BJ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0440.degrees latitude (g = 980.6199 gals.).
 BJ0440
 BJ0440.The modeled gravity was interpolated from observed gravity values.
 BJ0440
 BJ0440;                    North         East    Units  Estimated Accuracy
 BJ0440;SPC LA S     -   250,450.      999,180.      MT  (+/- 180 meters Scaled)
 BJ0440
 BJ0440                          SUPERSEDED SURVEY CONTROL
 BJ0440
 BJ0440  NGVD 29 (??/??/??)   38.156  (m)          125.18   (f) ADJUSTED    1 1
 BJ0440
 BJ0440.Superseded values are not recommended for survey control.
 BJ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0440.See file dsdata.txt to determine how the superseded data were derived.
 BJ0440
 BJ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ586041(NAD 83)
 BJ0440_MARKER: DD = SURVEY DISK
 BJ0440_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0440_SP_SET: ROD DRIVEN TO REFUSAL
 BJ0440_STAMPING: CHA NO 2
 BJ0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0440
 BJ0440  HISTORY     - Date     Condition        Report By
 BJ0440  HISTORY     - UNK      MONUMENTED       LOCENG
 BJ0440  HISTORY     - 1976     GOOD             NGS
 BJ0440
 BJ0440                          STATION DESCRIPTION
 BJ0440
 BJ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0440'3.5 MI EAST FROM ST FRANCISVILLE.
 BJ0440'1.85 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0440'HIGHWAY 10 AT ST. FRANCISVILLE, THENCE 1.65 MILES SOUTH ALONG STATE
 BJ0440'HIGHWAY 965 (POWELL STATION ROAD), 0.15 MILE SOUTH OF A RADIO TOWER,
 BJ0440'97 FT SOUTH OF THE CENTER LINE OF AN ASPHALT ROAD LEADING EAST, 86
 BJ0440'FT EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FT NORTH OF THE CENTER
 BJ0440'LINE OF A GRAVELED ROAD LEADING EAST TO A BRICK HOUSE, MARK IS
 BJ0440'PROTECTED BY A 3X3 FT IRON PIPE GUARD FENCE.  A DISK ON THE TOP
 BJ0440'OF A ROD DRIVEN TO REFUSAL.ESTABISHED BY C. HODGES AND ASSOC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2071 ***********************************************************************
 BJ2071  DESIGNATION -  2 CHICOTT PASS
 BJ2071  PID         -  BJ2071
 BJ2071  STATE/COUNTY-  LA/ST MARTIN
 BJ2071  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2071
 BJ2071                         *CURRENT SURVEY CONTROL
 BJ2071  ___________________________________________________________________
 BJ2071* NAD 83(1986)-  30 06 23.     (N)    091 28 45.     (W)     SCALED    
 BJ2071* NAVD 88     -         2.87   (+/-2cm)       9.4    (feet)  VERTCON   
 BJ2071  ___________________________________________________________________
 BJ2071  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ2071
 BJ2071  VERT ORDER  -  ? (See Below)
 BJ2071
 BJ2071.The horizontal coordinates were scaled from a topographic map and have
 BJ2071.an estimated accuracy of +/- 6 seconds.
 BJ2071
 BJ2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2071.The vertical order pertains to the NGVD 29 superseded value.
 BJ2071
 BJ2071.The geoid height was determined by GEOID03.
 BJ2071
 BJ2071;                    North         East    Units  Estimated Accuracy
 BJ2071;SPC LA S     -   178,070.      985,950.      MT  (+/- 180 meters Scaled)
 BJ2071
 BJ2071                          SUPERSEDED SURVEY CONTROL
 BJ2071
 BJ2071  NGVD 29 (??/??/??)    2.899  (m)            9.51   (f) ADJUSTED    ?  
 BJ2071
 BJ2071.Superseded values are not recommended for survey control.
 BJ2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2071.See file dsdata.txt to determine how the superseded data were derived.
 BJ2071
 BJ2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP465315(NAD 83)
 BJ2071_MARKER: N = NAIL
 BJ2071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2071_SP_SET: TREE
 BJ2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2071
 BJ2071  HISTORY     - Date     Condition        Report By
 BJ2071  HISTORY     - UNK      MONUMENTED       DOD
 BJ2071  HISTORY     - 1936     GOOD             DOD
 BJ2071
 BJ2071                          STATION DESCRIPTION
 BJ2071
 BJ2071'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2071'3.9 MI SE FROM BAYOU CHENE.
 BJ2071'ABOUT 3.9 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2071'MARTIN PARISH, ON THE WEST BANK OF LAKE CHICOT, ABOUT 4,500 FEET BELOW
 BJ2071'THE HEAD, ABOUT 1/2 MILE NORTH OF A BAR AT CHICOT PASS, OPPOSITE THE
 BJ2071'MOUTH OF THE SECOND STREAM ON THE RIGHT BANK OF LAKE CHICOT BELOW BIG
 BJ2071'BAYOU CHENE, ABOUT 300 FEET WEST OF THE BANK, AT STATION 44+79 OF THE
 BJ2071'CHICOT PASS CHANNEL BASE LINE, IN A 6-INCH WILLOW TREE, AND ABOUT 1.4
 BJ2071'FEET HIGHER THAN THE GROUND.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1536 ***********************************************************************
 CP1536  DESIGNATION -  2 DIETZE BOLT
 CP1536  PID         -  CP1536
 CP1536  STATE/COUNTY-  LA/MADISON
 CP1536  USGS QUAD   -  BEDFORD (1963)
 CP1536
 CP1536                         *CURRENT SURVEY CONTROL
 CP1536  ___________________________________________________________________
 CP1536* NAD 83(1986)-  32 14 35.     (N)    091 00 43.     (W)     SCALED    
 CP1536* NAVD 88     -        24.80   (+/-2cm)      81.4    (feet)  VERTCON   
 CP1536  ___________________________________________________________________
 CP1536  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1536
 CP1536  VERT ORDER  -  ? (See Below)
 CP1536
 CP1536.The horizontal coordinates were scaled from a topographic map and have
 CP1536.an estimated accuracy of +/- 6 seconds.
 CP1536
 CP1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1536.The vertical order pertains to the NGVD 29 superseded value.
 CP1536
 CP1536.The geoid height was determined by GEOID03.
 CP1536
 CP1536;                    North         East    Units  Estimated Accuracy
 CP1536;SPC LA N     -   194,230.    1,140,230.      MT  (+/- 180 meters Scaled)
 CP1536
 CP1536                          SUPERSEDED SURVEY CONTROL
 CP1536
 CP1536  NGVD 29 (??/??/92)   24.832  (m)           81.47   (f) ADJ UNCH    ?  
 CP1536
 CP1536.Superseded values are not recommended for survey control.
 CP1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1536.See file dsdata.txt to determine how the superseded data were derived.
 CP1536
 CP1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR873691(NAD 83)
 CP1536_MARKER: B = BOLT
 CP1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1536_SP_SET: CONCRETE BLOCK
 CP1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1536
 CP1536  HISTORY     - Date     Condition        Report By
 CP1536  HISTORY     - UNK      MONUMENTED       DOD
 CP1536  HISTORY     - 1934     GOOD             DOD
 CP1536
 CP1536                          STATION DESCRIPTION
 CP1536
 CP1536'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1536'6.5 MI E FROM KING.
 CP1536'ABOUT 6.5 MILES EAST ALONG THE LEVEE FROM KING.  P.B.M. IS CONCRETE
 CP1536'BLOCK AND PIPE WITH BRASS CAP ON RIGHT BANK OF MISSISSIPPI RIVER IN
 CP1536'MADISON PARISH, LA., IN A BARN LOT ON THE CHRISTMAN PLANTATION.  300
 CP1536'METERS LANDSIDE OF CENTER LINE OF LEVEE.  26 METERS EAST OF FIELD ROAD
 CP1536'LEADING TO THE CABIN OCCUPIED BY S.D. SANDHAM.  24.4 METERS UPSTREAM,
 CP1536'AND RIVERWARD FROM UPSTREAM CORNER OF CABIN.  5.1 METERS DOWNSTREAM
 CP1536'FROM DOWNSTREAM CORNER OF BARN.  1 METER UPSTREAM FROM WIRE FENCE. 8.0
 CP1536'METERS EAST OF A 60-INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1535 ***********************************************************************
 CP1535  DESIGNATION -  2 DIETZE CAP
 CP1535  PID         -  CP1535
 CP1535  STATE/COUNTY-  LA/MADISON
 CP1535  USGS QUAD   -  BEDFORD (1963)
 CP1535
 CP1535                         *CURRENT SURVEY CONTROL
 CP1535  ___________________________________________________________________
 CP1535* NAD 83(1986)-  32 14 35.     (N)    091 00 43.     (W)     SCALED    
 CP1535* NAVD 88     -        26.03   (+/-2cm)      85.4    (feet)  VERTCON   
 CP1535  ___________________________________________________________________
 CP1535  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1535
 CP1535  VERT ORDER  -  ? (See Below)
 CP1535
 CP1535.The horizontal coordinates were scaled from a topographic map and have
 CP1535.an estimated accuracy of +/- 6 seconds.
 CP1535
 CP1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1535.The vertical order pertains to the NGVD 29 superseded value.
 CP1535
 CP1535.The geoid height was determined by GEOID03.
 CP1535
 CP1535;                    North         East    Units  Estimated Accuracy
 CP1535;SPC LA N     -   194,230.    1,140,230.      MT  (+/- 180 meters Scaled)
 CP1535
 CP1535                          SUPERSEDED SURVEY CONTROL
 CP1535
 CP1535  NGVD 29 (??/??/92)   26.060  (m)           85.50   (f) ADJ UNCH    ?  
 CP1535
 CP1535.Superseded values are not recommended for survey control.
 CP1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1535.See file dsdata.txt to determine how the superseded data were derived.
 CP1535
 CP1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR873691(NAD 83)
 CP1535_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1535_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1535
 CP1535  HISTORY     - Date     Condition        Report By
 CP1535  HISTORY     - UNK      MONUMENTED       DOD
 CP1535  HISTORY     - 1934     GOOD             DOD
 CP1535
 CP1535                          STATION DESCRIPTION
 CP1535
 CP1535'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1535'6.5 MI E FROM KING.
 CP1535'ABOUT 6.5 MILES EAST ALONG THE LEVEE FROM KING.  P.B.M. IS CONCRETE
 CP1535'BLOCK AND PIPE WITH BRASS CAP ON RIGHT BANK OF MISSISSIPPI RIVER IN
 CP1535'MADISON PARISH, LA., IN A BARN LOT ON THE CHRISTMAN PLANTATION.  300
 CP1535'METERS LANDSIDE OF CENTER LINE OF LEVEE.  26 METERS EAST OF FIELD ROAD
 CP1535'LEADING TO THE CABIN OCCUPIED BY S.D. SANDHAM.  24.4 METERS UPSTREAM,
 CP1535'AND RIVERWARD FROM UPSTREAM CORNER OF CABIN.  5.1 METERS DOWNSTREAM
 CP1535'FROM DOWNSTREAM CORNER OF BARN.  1 METER UPSTREAM FROM WIRE FENCE. 8.0
 CP1535'METERS EAST OF A 60-INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0240 ***********************************************************************
 BJ0240  DESIGNATION -  2 EABPL
 BJ0240  PID         -  BJ0240
 BJ0240  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0240  USGS QUAD   -  MELVILLE (1994)
 BJ0240
 BJ0240                         *CURRENT SURVEY CONTROL
 BJ0240  ___________________________________________________________________
 BJ0240* NAD 83(1986)-  30 44 26.     (N)    091 37 47.     (W)     SCALED    
 BJ0240* NAVD 88     -        10.566  (meters)      34.67   (feet)  ADJUSTED  
 BJ0240  ___________________________________________________________________
 BJ0240  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0240  DYNAMIC HT  -          10.552 (meters)      34.62  (feet)  COMP
 BJ0240  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 BJ0240
 BJ0240  VERT ORDER  -  FIRST     CLASS I
 BJ0240
 BJ0240.The horizontal coordinates were scaled from a topographic map and have
 BJ0240.an estimated accuracy of +/- 6 seconds.
 BJ0240
 BJ0240.The orthometric height was determined by differential leveling
 BJ0240.and adjusted by the National Geodetic Survey in February 1994..
 BJ0240
 BJ0240.The geoid height was determined by GEOID03.
 BJ0240
 BJ0240.The dynamic height is computed by dividing the NAVD 88
 BJ0240.geopotential number by the normal gravity value computed on the
 BJ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0240.degrees latitude (g = 980.6199 gals.).
 BJ0240
 BJ0240.The modeled gravity was interpolated from observed gravity values.
 BJ0240
 BJ0240;                    North         East    Units  Estimated Accuracy
 BJ0240;SPC LA S     -   248,400.      971,620.      MT  (+/- 180 meters Scaled)
 BJ0240
 BJ0240                          SUPERSEDED SURVEY CONTROL
 BJ0240
 BJ0240  NGVD 29 (??/??/??)   10.560  (m)           34.65   (f) ADJUSTED    1 1
 BJ0240
 BJ0240.Superseded values are not recommended for survey control.
 BJ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0240.See file dsdata.txt to determine how the superseded data were derived.
 BJ0240
 BJ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ311016(NAD 83)
 BJ0240_MARKER: Z = SEE DESCRIPTION
 BJ0240_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0240_SP_SET: 86 FT IRON PIPE
 BJ0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0240
 BJ0240  HISTORY     - Date     Condition        Report By
 BJ0240  HISTORY     - 1976     MONUMENTED       USE
 BJ0240  HISTORY     - 1976     GOOD             NGS
 BJ0240
 BJ0240                          STATION DESCRIPTION
 BJ0240
 BJ0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0240'2.7 MI WEST FROM MORGANZA.
 BJ0240'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0240'HIGHWAY 10, THENCE 1.9 MILES WEST ALONG A LEVEE ROAD, 0.2 MILE WEST
 BJ0240'OF A CATTLEGUARD, 150 FT SOUTH OF THE CENTER LINE OF THE ROAD, A
 BJ0240'1-INCH IRON PIPE WITH A CAP DRIVEN TO A DEPTH OF 86 FT ENCASED IN
 BJ0240'A 2-INCH IRON PIPE BORED TO A DEPTH OF 63 FT WITH A 3-INCH SCREW
 BJ0240'CAP FOR ACCESS. THE SCREW CAP PROJECTS 20-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3499 ***********************************************************************
 BJ3499  DESIGNATION -  2 LAP USGS
 BJ3499  PID         -  BJ3499
 BJ3499  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3499  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3499
 BJ3499                         *CURRENT SURVEY CONTROL
 BJ3499  ___________________________________________________________________
 BJ3499* NAD 83(1986)-  30 45 22.     (N)    090 56 00.     (W)     SCALED    
 BJ3499* NAVD 88     -        48.774  (meters)     160.02   (feet)  ADJUSTED  
 BJ3499  ___________________________________________________________________
 BJ3499  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3499  DYNAMIC HT  -          48.711 (meters)     159.81  (feet)  COMP
 BJ3499  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BJ3499
 BJ3499  VERT ORDER  -  SECOND    CLASS I
 BJ3499
 BJ3499.The horizontal coordinates were scaled from a topographic map and have
 BJ3499.an estimated accuracy of +/- 6 seconds.
 BJ3499
 BJ3499.The orthometric height was determined by differential leveling
 BJ3499.and adjusted by the National Geodetic Survey in February 1994..
 BJ3499
 BJ3499.The geoid height was determined by GEOID03.
 BJ3499
 BJ3499.The dynamic height is computed by dividing the NAVD 88
 BJ3499.geopotential number by the normal gravity value computed on the
 BJ3499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3499.degrees latitude (g = 980.6199 gals.).
 BJ3499
 BJ3499.The modeled gravity was interpolated from observed gravity values.
 BJ3499
 BJ3499;                    North         East    Units  Estimated Accuracy
 BJ3499;SPC LA S     -   250,150.    1,038,300.      MT  (+/- 180 meters Scaled)
 BJ3499
 BJ3499                          SUPERSEDED SURVEY CONTROL
 BJ3499
 BJ3499.No superseded survey control is available for this station.
 BJ3499
 BJ3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ978043(NAD 83)
 BJ3499_MARKER: DB = BENCH MARK DISK
 BJ3499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3499_SP_SET: ABUTMENT WINGWALL
 BJ3499_STAMPING: 2 LAP 1977
 BJ3499_MARK LOGO: USGS  
 BJ3499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3499+STABILITY: SURFACE MOTION
 BJ3499
 BJ3499  HISTORY     - Date     Condition        Report By
 BJ3499  HISTORY     - 1977     MONUMENTED       USGS
 BJ3499  HISTORY     - 1983     GOOD             LADTD
 BJ3499
 BJ3499                          STATION DESCRIPTION
 BJ3499
 BJ3499'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3499'10.5 KM (6.5 MI) NE FROM PRIDE.
 BJ3499'ABOUT 7.6 KM (4.7 MILES) NORTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3499'OFFICE IN PRIDE TO THE JUNCTION WITH STATE HIGHWAY 959, THENCE RIGHT
 BJ3499'AND EAST ON HIGHWAY 959 FOR ABOUT 2.9 KM (1.8 MILES) TO THE BRIDGE
 BJ3499'OVER SCALOUS CREEK WITH THE BENCH MARK SET IN THE NORTHWEST CORNER OF
 BJ3499'THE BRIDGE ABUTMENT, 5.3 METERS (17.5 FEET) NORTH OF THE CENTER OF
 BJ3499'HIGHWAY 959, 0.8 METERS (2.5 FEET) NORTHEAST OF THE NORTHWEST CORNER
 BJ3499'OF BRIDGE ABUTMENT.
 BJ3499'THE MARK IS ABOVE LEVEL WITH HIGHWAY 959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1957 ***********************************************************************
 BJ1957  DESIGNATION -  2 LOPEZ
 BJ1957  PID         -  BJ1957
 BJ1957  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1957  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1957
 BJ1957                         *CURRENT SURVEY CONTROL
 BJ1957  ___________________________________________________________________
 BJ1957* NAD 83(1986)-  30 21 25.     (N)    091 11 15.     (W)     SCALED    
 BJ1957* NAVD 88     -         6.20   (+/-2cm)      20.3    (feet)  VERTCON   
 BJ1957  ___________________________________________________________________
 BJ1957  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ1957
 BJ1957  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1957
 BJ1957.The horizontal coordinates were scaled from a topographic map and have
 BJ1957.an estimated accuracy of +/- 6 seconds.
 BJ1957
 BJ1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1957.The vertical order pertains to the NGVD 29 superseded value.
 BJ1957
 BJ1957.The geoid height was determined by GEOID03.
 BJ1957
 BJ1957;                    North         East    Units  Estimated Accuracy
 BJ1957;SPC LA S     -   205,840.    1,014,020.      MT  (+/- 180 meters Scaled)
 BJ1957
 BJ1957                          SUPERSEDED SURVEY CONTROL
 BJ1957
 BJ1957  NGVD 29 (??/??/??)    6.237  (m)           20.46   (f) ADJUSTED    1 2
 BJ1957
 BJ1957.Superseded values are not recommended for survey control.
 BJ1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1957.See file dsdata.txt to determine how the superseded data were derived.
 BJ1957
 BJ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP741597(NAD 83)
 BJ1957_MARKER: B = BOLT
 BJ1957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1957_SP_SET: STONE
 BJ1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1957
 BJ1957  HISTORY     - Date     Condition        Report By
 BJ1957  HISTORY     - UNK      MONUMENTED       DOD
 BJ1957  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1957
 BJ1957                          STATION DESCRIPTION
 BJ1957
 BJ1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1957'9.7 MI S FROM BATON ROUGE.
 BJ1957'A STONE WITH A BOLT LEADED IN THE TOP, ALONG THE EAST SIDE OF THE
 BJ1957'RIVER AND LEVEE ROAD, ABOUT 2-1/2 MILES BELOW CONRAD POINT.  IT IS IN
 BJ1957'THE BACK SIDE OF A FIELD, LYING BACK OF OR NORTH OF A HOUSE.  IT IS
 BJ1957'ABOUT 350 PACES NORTH OF THE C.L. OF THE LEVEE ROAD 22 PACES WEST OF
 BJ1957'THE DITCH ON THE EAST SIDE OF THE FIELD AND ON A PROLINGATION OF THE
 BJ1957'EAST SIDE OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0942 ***********************************************************************
 BX0942  DESIGNATION -  2 MPRR
 BX0942  PID         -  BX0942
 BX0942  STATE/COUNTY-  LA/RAPIDES
 BX0942  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0942
 BX0942                         *CURRENT SURVEY CONTROL
 BX0942  ___________________________________________________________________
 BX0942* NAD 83(1986)-  31 09 23.     (N)    092 29 27.     (W)     SCALED    
 BX0942* NAVD 88     -        24.272  (meters)      79.63   (feet)  ADJUSTED  
 BX0942  ___________________________________________________________________
 BX0942  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BX0942  DYNAMIC HT  -          24.242 (meters)      79.53  (feet)  COMP
 BX0942  MODELED GRAV-     979,395.0   (mgal)                       NAVD 88
 BX0942
 BX0942  VERT ORDER  -  FIRST     CLASS I
 BX0942
 BX0942.The horizontal coordinates were scaled from a topographic map and have
 BX0942.an estimated accuracy of +/- 6 seconds.
 BX0942
 BX0942.The orthometric height was determined by differential leveling
 BX0942.and adjusted by the National Geodetic Survey in February 1994..
 BX0942
 BX0942.The geoid height was determined by GEOID03.
 BX0942
 BX0942.The dynamic height is computed by dividing the NAVD 88
 BX0942.geopotential number by the normal gravity value computed on the
 BX0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0942.degrees latitude (g = 980.6199 gals.).
 BX0942
 BX0942.The modeled gravity was interpolated from observed gravity values.
 BX0942
 BX0942;                    North         East    Units  Estimated Accuracy
 BX0942;SPC LA N     -    72,780.    1,000,870.      MT  (+/- 180 meters Scaled)
 BX0942
 BX0942                          SUPERSEDED SURVEY CONTROL
 BX0942
 BX0942  NAVD 88 (06/15/91)   24.269  (m)           79.62   (f) UNKNOWN     1 1
 BX0942  NGVD 29 (??/??/??)   24.256  (m)           79.58   (f) ADJUSTED    1 1
 BX0942
 BX0942.Superseded values are not recommended for survey control.
 BX0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0942.See file dsdata.txt to determine how the superseded data were derived.
 BX0942
 BX0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ485470(NAD 83)
 BX0942_MARKER: Z = SEE DESCRIPTION
 BX0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0942+STABILITY: SURFACE MOTION
 BX0942
 BX0942  HISTORY     - Date     Condition        Report By
 BX0942  HISTORY     - UNK      MONUMENTED       MPRR
 BX0942  HISTORY     - 1970     GOOD             NGS
 BX0942
 BX0942                          STATION DESCRIPTION
 BX0942
 BX0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0942'0.95 MI N FROM WOODWORTH.
 BX0942'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0942'WOODWORTH, THENCE 0.8 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD,
 BX0942'33 FEET SOUTHEAST OF MILEPOST 610, 7 FEET WEST OF THE WEST RAIL, 3
 BX0942'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN RAILROAD TRESTLE,
 BX0942'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK, A BRASS PIN IN THE TOP OF
 BX0942'A PYRAMID-SHAPED CONCRETE POST WHICH BEARS A BRASS PLATE ON THE EAST
 BX0942'SIDE THAT IS STAMPED 21735+00, AND PROJECTS 18 INCHES ABOVE THE
 BX0942'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1389 ***********************************************************************
 CQ1389  DESIGNATION -  2 SES
 CQ1389  PID         -  CQ1389
 CQ1389  STATE/COUNTY-  LA/WEBSTER
 CQ1389  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1389
 CQ1389                         *CURRENT SURVEY CONTROL
 CQ1389  ___________________________________________________________________
 CQ1389* NAD 83(1986)-  32 37 42.     (N)    093 18 04.     (W)     SCALED    
 CQ1389* NAVD 88     -        67.971  (meters)     223.00   (feet)  ADJUSTED  
 CQ1389  ___________________________________________________________________
 CQ1389  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1389  DYNAMIC HT  -          67.895 (meters)     222.75  (feet)  COMP
 CQ1389  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CQ1389
 CQ1389  VERT ORDER  -  SECOND    CLASS 0
 CQ1389
 CQ1389.The horizontal coordinates were scaled from a topographic map and have
 CQ1389.an estimated accuracy of +/- 6 seconds.
 CQ1389
 CQ1389.The orthometric height was determined by differential leveling
 CQ1389.and adjusted by the National Geodetic Survey in June 1991..
 CQ1389
 CQ1389.The geoid height was determined by GEOID03.
 CQ1389
 CQ1389.The dynamic height is computed by dividing the NAVD 88
 CQ1389.geopotential number by the normal gravity value computed on the
 CQ1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1389.degrees latitude (g = 980.6199 gals.).
 CQ1389
 CQ1389.The modeled gravity was interpolated from observed gravity values.
 CQ1389
 CQ1389;                    North         East    Units  Estimated Accuracy
 CQ1389;SPC LA N     -   236,260.      924,820.      MT  (+/- 180 meters Scaled)
 CQ1389
 CQ1389                          SUPERSEDED SURVEY CONTROL
 CQ1389
 CQ1389  NGVD 29 (??/??/??)   68.031  (m)          223.20   (f) ADJUSTED    2 0
 CQ1389
 CQ1389.Superseded values are not recommended for survey control.
 CQ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1389.See file dsdata.txt to determine how the superseded data were derived.
 CQ1389
 CQ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS717101(NAD 83)
 CQ1389_MARKER: DD = SURVEY DISK
 CQ1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1389_STAMPING: NO 2
 CQ1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1389+STABILITY: SURFACE MOTION
 CQ1389
 CQ1389  HISTORY     - Date     Condition        Report By
 CQ1389  HISTORY     - UNK      MONUMENTED       LOCSUR
 CQ1389  HISTORY     - 1934     GOOD             CGS
 CQ1389
 CQ1389                          STATION DESCRIPTION
 CQ1389
 CQ1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1389'1.2 MI N FROM MINDEN.
 CQ1389'ABOUT 1.2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1389'MINDEN, WEBSTER PARISH, EAST OF MILEAGE 76.25, ABOUT 0.3 MILE EAST
 CQ1389'ALONG STATE HIGHWAY 185 FROM THE TRACK, AT A T-ROAD, AND IN THE EDGE
 CQ1389'OF THE PINE TREES.  A SOIL EROSION SERVICE STANDARD DISK, STAMPED NO 2
 CQ1389'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0862 ***********************************************************************
 BK0862  DESIGNATION -  2 V 1
 BK0862  PID         -  BK0862
 BK0862  STATE/COUNTY-  LA/ALLEN
 BK0862  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0862
 BK0862                         *CURRENT SURVEY CONTROL
 BK0862  ___________________________________________________________________
 BK0862* NAD 83(1986)-  30 26 41.     (N)    092 59 10.     (W)     SCALED    
 BK0862* NAVD 88     -         9.297  (meters)      30.50   (feet)  ADJUSTED  
 BK0862  ___________________________________________________________________
 BK0862  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0862  DYNAMIC HT  -           9.284 (meters)      30.46  (feet)  COMP
 BK0862  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BK0862
 BK0862  VERT ORDER  -  FIRST     CLASS II
 BK0862
 BK0862.The horizontal coordinates were scaled from a topographic map and have
 BK0862.an estimated accuracy of +/- 6 seconds.
 BK0862
 BK0862.The orthometric height was determined by differential leveling
 BK0862.and adjusted by the National Geodetic Survey in February 1994..
 BK0862
 BK0862.The geoid height was determined by GEOID03.
 BK0862
 BK0862.The dynamic height is computed by dividing the NAVD 88
 BK0862.geopotential number by the normal gravity value computed on the
 BK0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0862.degrees latitude (g = 980.6199 gals.).
 BK0862
 BK0862.The modeled gravity was interpolated from observed gravity values.
 BK0862
 BK0862;                    North         East    Units  Estimated Accuracy
 BK0862;SPC LA S     -   216,710.      841,260.      MT  (+/- 180 meters Scaled)
 BK0862
 BK0862                          SUPERSEDED SURVEY CONTROL
 BK0862
 BK0862  NGVD 29 (??/??/??)    9.220  (m)           30.25   (f) ADJUSTED    1 2
 BK0862
 BK0862.Superseded values are not recommended for survey control.
 BK0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0862.See file dsdata.txt to determine how the superseded data were derived.
 BK0862
 BK0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP013680(NAD 83)
 BK0862_MARKER: DD = SURVEY DISK
 BK0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0862_SP_SET: CONCRETE POST
 BK0862_STAMPING: 2V1 1969
 BK0862_MARK LOGO: LADH  
 BK0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0862+STABILITY: SURFACE MOTION
 BK0862
 BK0862  HISTORY     - Date     Condition        Report By
 BK0862  HISTORY     - 1969     MONUMENTED       LADTD
 BK0862  HISTORY     - 1986     GOOD             NGS
 BK0862  HISTORY     - 20040115 GOOD             USPSQD
 BK0862
 BK0862                          STATION DESCRIPTION
 BK0862
 BK0862'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0862'10.7 MI SW FROM KINDER.
 BK0862'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0862'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0862'TREATED PARISH ROAD, THENCE 1.7 MILE SOUTHWEST ALONG A SURFACE TREATED
 BK0862'PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE 5.5 MILES
 BK0862'SOUTHWEST ALONG STATE ROUTE 383, 22 FEET WEST OF THE CENTER OF A
 BK0862'GALVANIZED GATE LEADING TO A CEMETARY, 14 FEET SOUTHWEST OF THE WEST
 BK0862'END OF A 24-INCH SIDE DRAIN, 0.6 FEET NORTH OF A MESH FENCE, 1.5 FEET
 BK0862'SOUTH OF A STEEL WITNESS POST, 2 FEET BELOW LEVEL OF ROADWAY, SET IN
 BK0862'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 16, T 7S, R
 BK0862'6W.
 BK0862
 BK0862                          STATION RECOVERY (1986)
 BK0862
 BK0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0862'RECOVERED IN GOOD CONDITION.
 BK0862
 BK0862                          STATION RECOVERY (2004)
 BK0862
 BK0862'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0814 ***********************************************************************
 BK0814  DESIGNATION -  2 V 10
 BK0814  PID         -  BK0814
 BK0814  STATE/COUNTY-  LA/ALLEN
 BK0814  USGS QUAD   -  KINDER (1994)
 BK0814
 BK0814                         *CURRENT SURVEY CONTROL
 BK0814  ___________________________________________________________________
 BK0814* NAD 83(1986)-  30 28 02.     (N)    092 50 37.     (W)     SCALED    
 BK0814* NAVD 88     -        13.630  (meters)      44.72   (feet)  ADJUSTED  
 BK0814  ___________________________________________________________________
 BK0814  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0814  DYNAMIC HT  -          13.612 (meters)      44.66  (feet)  COMP
 BK0814  MODELED GRAV-     979,337.7   (mgal)                       NAVD 88
 BK0814
 BK0814  VERT ORDER  -  SECOND    CLASS 0
 BK0814
 BK0814.The horizontal coordinates were scaled from a topographic map and have
 BK0814.an estimated accuracy of +/- 6 seconds.
 BK0814
 BK0814.The orthometric height was determined by differential leveling
 BK0814.and adjusted by the National Geodetic Survey in February 1994..
 BK0814
 BK0814.The geoid height was determined by GEOID03.
 BK0814
 BK0814.The dynamic height is computed by dividing the NAVD 88
 BK0814.geopotential number by the normal gravity value computed on the
 BK0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0814.degrees latitude (g = 980.6199 gals.).
 BK0814
 BK0814.The modeled gravity was interpolated from observed gravity values.
 BK0814
 BK0814;                    North         East    Units  Estimated Accuracy
 BK0814;SPC LA S     -   219,010.      854,980.      MT  (+/- 180 meters Scaled)
 BK0814
 BK0814                          SUPERSEDED SURVEY CONTROL
 BK0814
 BK0814  NGVD 29 (??/??/??)   13.587  (m)           44.58   (f) ADJUSTED    2 0
 BK0814
 BK0814.Superseded values are not recommended for survey control.
 BK0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0814.See file dsdata.txt to determine how the superseded data were derived.
 BK0814
 BK0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP150705(NAD 83)
 BK0814_MARKER: DB = BENCH MARK DISK
 BK0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0814_SP_SET: CONCRETE POST
 BK0814_STAMPING: 2V10 1969
 BK0814_MARK LOGO: LADH  
 BK0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0814+STABILITY: SURFACE MOTION
 BK0814
 BK0814  HISTORY     - Date     Condition        Report By
 BK0814  HISTORY     - 1969     MONUMENTED       LADH
 BK0814  HISTORY     - 1982     GOOD             LADTD
 BK0814  HISTORY     - 20040630 GOOD             USPSQD
 BK0814
 BK0814                          STATION DESCRIPTION
 BK0814
 BK0814'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BK0814'2.9 MI SE FROM KINDER.
 BK0814'ABOUT 1.9 MILES SOUTH ALONG US 165 FROM THE MISSOURI PACIFIC RAILROAD
 BK0814'DEPOT AT KINDER, THENCE 1.0 MILE EAST ALONG A SURFACE TREATED ROAD, 39
 BK0814'FEET NORTH OF THE CENTERLINE OF A SURFACE TREATED PARISH ROAD, 39 FEET
 BK0814'NORTHWEST OF THE EAST END OF AN 18 INCH SIDE DRAIN, 32 FEET NORTHEAST
 BK0814'OF A TELEPHONE POLE, 22 FEET SOUTH OF THE SOUTHWEST CORNER OF A TIN
 BK0814'GARAGE, 16 FEET WEST OF A MANUAL GAS PUMP, 0.6 FEET EAST OF A BOARD
 BK0814'FENCE, 1.6 FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 BK0814'ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK0814'SECTION 2, T7S, R5W.
 BK0814
 BK0814                          STATION RECOVERY (1982)
 BK0814
 BK0814'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK0814'RECOVERED IN GOOD CONDITION.
 BK0814
 BK0814                          STATION RECOVERY (2004)
 BK0814
 BK0814'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0720 ***********************************************************************
 BK0720  DESIGNATION -  2 V 11 LADTD
 BK0720  PID         -  BK0720
 BK0720  STATE/COUNTY-  LA/ALLEN
 BK0720  USGS QUAD   -  KINDER (1994)
 BK0720
 BK0720                         *CURRENT SURVEY CONTROL
 BK0720  ___________________________________________________________________
 BK0720* NAD 83(1986)-  30 28 55.     (N)    092 51 06.     (W)     SCALED    
 BK0720* NAVD 88     -        13.522  (meters)      44.36   (feet)  ADJUSTED  
 BK0720  ___________________________________________________________________
 BK0720  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0720  DYNAMIC HT  -          13.504 (meters)      44.30  (feet)  COMP
 BK0720  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 BK0720
 BK0720  VERT ORDER  -  FIRST     CLASS I
 BK0720
 BK0720.The horizontal coordinates were scaled from a topographic map and have
 BK0720.an estimated accuracy of +/- 6 seconds.
 BK0720
 BK0720.The orthometric height was determined by differential leveling
 BK0720.and adjusted by the National Geodetic Survey in February 1994..
 BK0720.WARNING-Repeat measurements at this control monument indicate possible
 BK0720.vertical movement.
 BK0720
 BK0720.The geoid height was determined by GEOID03.
 BK0720
 BK0720.The dynamic height is computed by dividing the NAVD 88
 BK0720.geopotential number by the normal gravity value computed on the
 BK0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0720.degrees latitude (g = 980.6199 gals.).
 BK0720
 BK0720.The modeled gravity was interpolated from observed gravity values.
 BK0720
 BK0720;                    North         East    Units  Estimated Accuracy
 BK0720;SPC LA S     -   220,660.      854,230.      MT  (+/- 180 meters Scaled)
 BK0720
 BK0720                          SUPERSEDED SURVEY CONTROL
 BK0720
 BK0720  NAVD 88 (06/15/91)   13.506  (m)           44.31   (f) UNKNOWN     1 1
 BK0720  NGVD 29 (??/??/??)   13.488  (m)           44.25   (f) ADJUSTED    1 1
 BK0720
 BK0720.Superseded values are not recommended for survey control.
 BK0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0720.See file dsdata.txt to determine how the superseded data were derived.
 BK0720
 BK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP142722(NAD 83)
 BK0720_MARKER: DD = SURVEY DISK
 BK0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0720_STAMPING: 2V11 1969
 BK0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0720+STABILITY: SURFACE MOTION
 BK0720
 BK0720  HISTORY     - Date     Condition        Report By
 BK0720  HISTORY     - 1969     MONUMENTED       LADTD
 BK0720  HISTORY     - 1970     GOOD             NGS
 BK0720  HISTORY     - 1981     GOOD             LADTD
 BK0720  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0720
 BK0720                          STATION DESCRIPTION
 BK0720
 BK0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0720'0.7 MI SW FROM KINDER.
 BK0720'ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0720'PACIFIC RAILROAD STATION AT KINDER, 90 FEET SOUTHEAST OF THE CENTER
 BK0720'LINE OF THE HIGHWAY, 47 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 BK0720'MISSOURI PACIFIC RAILROAD, 130 FEET SOUTH OF THE CENTER LINE OF STATE
 BK0720'HIGHWAY 383, 45 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 BK0720'FOUNDATION FOR AN ELECTRIC PUMP AT A SEWAGE DISPOSAL PLANT, 1.5 FEET
 BK0720'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BK0720'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 BK0720'ABOVE THE SURFACE OF THE GROUND.  SEC 2, T 7S, R 5W.
 BK0720
 BK0720                          STATION RECOVERY (1981)
 BK0720
 BK0720'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0720'RECOVERED IN GOOD CONDITION.
 BK0720
 BK0720                          STATION RECOVERY (2002)
 BK0720
 BK0720'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0802 ***********************************************************************
 BK0802  DESIGNATION -  2 V 12
 BK0802  PID         -  BK0802
 BK0802  STATE/COUNTY-  LA/ALLEN
 BK0802  USGS QUAD   -  KINDER (1994)
 BK0802
 BK0802                         *CURRENT SURVEY CONTROL
 BK0802  ___________________________________________________________________
 BK0802* NAD 83(1986)-  30 29 32.     (N)    092 51 59.     (W)     SCALED    
 BK0802* NAVD 88     -        13.992  (meters)      45.91   (feet)  ADJUSTED  
 BK0802  ___________________________________________________________________
 BK0802  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0802  DYNAMIC HT  -          13.973 (meters)      45.84  (feet)  COMP
 BK0802  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BK0802
 BK0802  VERT ORDER  -  FIRST     CLASS II
 BK0802
 BK0802.The horizontal coordinates were scaled from a topographic map and have
 BK0802.an estimated accuracy of +/- 6 seconds.
 BK0802
 BK0802.The orthometric height was determined by differential leveling
 BK0802.and adjusted by the National Geodetic Survey in February 1994..
 BK0802
 BK0802.The geoid height was determined by GEOID03.
 BK0802
 BK0802.The dynamic height is computed by dividing the NAVD 88
 BK0802.geopotential number by the normal gravity value computed on the
 BK0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0802.degrees latitude (g = 980.6199 gals.).
 BK0802
 BK0802.The modeled gravity was interpolated from observed gravity values.
 BK0802
 BK0802;                    North         East    Units  Estimated Accuracy
 BK0802;SPC LA S     -   221,810.      852,830.      MT  (+/- 180 meters Scaled)
 BK0802
 BK0802                          SUPERSEDED SURVEY CONTROL
 BK0802
 BK0802  NGVD 29 (??/??/??)   13.985  (m)           45.88   (f) ADJUSTED    1 2
 BK0802
 BK0802.Superseded values are not recommended for survey control.
 BK0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0802.See file dsdata.txt to determine how the superseded data were derived.
 BK0802
 BK0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP128733(NAD 83)
 BK0802_MARKER: DD = SURVEY DISK
 BK0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0802_SP_SET: CONCRETE POST
 BK0802_STAMPING: 2V12 1969
 BK0802_MARK LOGO: LADH  
 BK0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0802+STABILITY: SURFACE MOTION
 BK0802
 BK0802  HISTORY     - Date     Condition        Report By
 BK0802  HISTORY     - 1969     MONUMENTED       LADTD
 BK0802  HISTORY     - 1986     GOOD             NGS
 BK0802  HISTORY     - 20021102 GOOD             USPSQD
 BK0802
 BK0802                          STATION DESCRIPTION
 BK0802
 BK0802'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0802'1.3 MI NW FROM KINDER.
 BK0802'ABOUT 1.3 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0802'RAILROAD DEPOT AT KINDER, 142 FEET NORTHEAST OF A POWER POLE, 62 FEET
 BK0802'NORTH OF THE CENTERLINE OF US 190, 10 FEET NORTH OF A 5 STRAND BARBED
 BK0802'WIRE FENCE, 0.05 MILE NORTHWEST OF A CONCRETE PIPE CULVERT CROSSING US
 BK0802'190, LOCATED ON THE NORTH SIDE OF THE HIGHWAY, 1.4 FEET EAST OF A
 BK0802'STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF THE ROADWAY, SET IN THE TOP
 BK0802'OF A CONCRETE POST PROJECTING 2 INCHES.  SECTION 34, T 6S, R 5W.
 BK0802
 BK0802                          STATION RECOVERY (1986)
 BK0802
 BK0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0802'RECOVERED IN GOOD CONDITION.
 BK0802
 BK0802                          STATION RECOVERY (2002)
 BK0802
 BK0802'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1219 ***********************************************************************
 BK1219  DESIGNATION -  2 V 13 LADTD
 BK1219  PID         -  BK1219
 BK1219  STATE/COUNTY-  LA/ALLEN
 BK1219  USGS QUAD   -  STEEP GULLY (1972)
 BK1219
 BK1219                         *CURRENT SURVEY CONTROL
 BK1219  ___________________________________________________________________
 BK1219* NAD 83(1986)-  30 53 28.     (N)    092 47 23.     (W)     SCALED    
 BK1219* NAVD 88     -        52.16   (+/-2cm)     171.1    (feet)  VERTCON   
 BK1219  ___________________________________________________________________
 BK1219  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BK1219
 BK1219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1219
 BK1219.The horizontal coordinates were scaled from a topographic map and have
 BK1219.an estimated accuracy of +/- 6 seconds.
 BK1219
 BK1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1219.The vertical order pertains to the NGVD 29 superseded value.
 BK1219
 BK1219.The geoid height was determined by GEOID03.
 BK1219
 BK1219;                    North         East    Units  Estimated Accuracy
 BK1219;SPC LA S     -   265,940.      860,750.      MT  (+/- 180 meters Scaled)
 BK1219
 BK1219                          SUPERSEDED SURVEY CONTROL
 BK1219
 BK1219  NGVD 29 (??/??/??)   52.167  (m)          171.15   (f) ADJUSTED    2 0
 BK1219
 BK1219.Superseded values are not recommended for survey control.
 BK1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1219.See file dsdata.txt to determine how the superseded data were derived.
 BK1219
 BK1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ200175(NAD 83)
 BK1219_MARKER: DD = SURVEY DISK
 BK1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1219_STAMPING: 2V13 1969
 BK1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1219+STABILITY: SURFACE MOTION
 BK1219
 BK1219  HISTORY     - Date     Condition        Report By
 BK1219  HISTORY     - 1969     MONUMENTED       LADTD
 BK1219  HISTORY     - 1981     GOOD             LADTD
 BK1219
 BK1219                          STATION DESCRIPTION
 BK1219
 BK1219'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1219'2.0 MI N FROM ELIZABETH.
 BK1219'ABOUT 2.0 MILES NORTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE
 BK1219'AT ELIZABETH.  1.0 MILES SOUTH OF B.M. 40V52 IN RAPIDES PARISH. 0.65
 BK1219'MILE SOUTH OF A CATTLE GUARD UNDER LOUISIANA HIGHWAY 112. 21 FEET WEST
 BK1219'SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 112. IN THE CENTER OF
 BK1219'THE WEST HEADWALL OF A BOX CULVERT.  0.05 MILE SOUTH OF RAPIDES AND
 BK1219'ALLEN PARISH LINE.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 1
 BK1219'INCH.  A STEEL WITNESS POST IS SET 10 FEET SOUTH OF THE MARK. SECTION
 BK1219'17, T 2S, R 4W.
 BK1219
 BK1219                          STATION RECOVERY (1981)
 BK1219
 BK1219'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1218 ***********************************************************************
 BK1218  DESIGNATION -  2 V 14 LADTD
 BK1218  PID         -  BK1218
 BK1218  STATE/COUNTY-  LA/ALLEN
 BK1218  USGS QUAD   -  ELIZABETH (1993)
 BK1218
 BK1218                         *CURRENT SURVEY CONTROL
 BK1218  ___________________________________________________________________
 BK1218* NAD 83(1986)-  30 52 30.     (N)    092 47 24.     (W)     SCALED    
 BK1218* NAVD 88     -        44.25   (+/-2cm)     145.2    (feet)  VERTCON   
 BK1218  ___________________________________________________________________
 BK1218  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK1218
 BK1218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1218
 BK1218.The horizontal coordinates were scaled from a topographic map and have
 BK1218.an estimated accuracy of +/- 6 seconds.
 BK1218
 BK1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1218.The vertical order pertains to the NGVD 29 superseded value.
 BK1218
 BK1218.The geoid height was determined by GEOID03.
 BK1218
 BK1218;                    North         East    Units  Estimated Accuracy
 BK1218;SPC LA S     -   264,150.      860,700.      MT  (+/- 180 meters Scaled)
 BK1218
 BK1218                          SUPERSEDED SURVEY CONTROL
 BK1218
 BK1218  NGVD 29 (??/??/??)   44.252  (m)          145.18   (f) ADJUSTED    2 0
 BK1218
 BK1218.Superseded values are not recommended for survey control.
 BK1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1218.See file dsdata.txt to determine how the superseded data were derived.
 BK1218
 BK1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ200157(NAD 83)
 BK1218_MARKER: DD = SURVEY DISK
 BK1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1218_STAMPING: 2V14 1969
 BK1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1218+STABILITY: SURFACE MOTION
 BK1218
 BK1218  HISTORY     - Date     Condition        Report By
 BK1218  HISTORY     - 1969     MONUMENTED       LADTD
 BK1218
 BK1218                          STATION DESCRIPTION
 BK1218
 BK1218'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1218'1.0 MI N FROM ELIZABETH.
 BK1218'ABOUT 1.0 MILE NORTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE
 BK1218'AT ELIZABETH.  1.0 MILE SOUTH OF THE RAPIDES AND ALLEN PARISH LINE.
 BK1218'1.0 MILE SOUTH OF B.M. 2V13.  64 FEET SOUTHWEST OF A FENCE CORNER. 86
 BK1218'FEET WEST OF THE NORTHWEST END OF A CRESOTE TIMBER BRIDGE UNDER
 BK1218'LOUISIANA HIGHWAY 112.  97 FEET WEST OF THE CENTERLINE OF LOUISIANA
 BK1218'HIGHWAY 112.  160 FEET NORTHWEST OF THE JUNCTION OF LOUISIANA HIGHWAY
 BK1218'112 AND LOUISIANA HIGHWAY 10.  80 FEET NORTH OF CENTERLINE OF
 BK1218'LOUISIANA HIGHWAY 10.  45 FEET NORTHEAST OF A FENCE CORNER.  5 FEET
 BK1218'SOUTHEAST OF A BARB WIRE FENCE.  DISK IN THE TOP OF A CONCRETE POST
 BK1218'PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE
 BK1218'MARK.  SECTION 20, T 2S, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1016 ***********************************************************************
 BK1016  DESIGNATION -  2 V 15 LADTD
 BK1016  PID         -  BK1016
 BK1016  STATE/COUNTY-  LA/ALLEN
 BK1016  USGS QUAD   -  ELTON (1994)
 BK1016
 BK1016                         *CURRENT SURVEY CONTROL
 BK1016  ___________________________________________________________________
 BK1016* NAD 83(1986)-  30 29 41.     (N)    092 40 17.     (W)     SCALED    
 BK1016* NAVD 88     -        17.10   (+/-2cm)      56.1    (feet)  VERTCON   
 BK1016  ___________________________________________________________________
 BK1016  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK1016
 BK1016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1016
 BK1016.The horizontal coordinates were scaled from a topographic map and have
 BK1016.an estimated accuracy of +/- 6 seconds.
 BK1016
 BK1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1016.The vertical order pertains to the NGVD 29 superseded value.
 BK1016
 BK1016.The geoid height was determined by GEOID03.
 BK1016
 BK1016;                    North         East    Units  Estimated Accuracy
 BK1016;SPC LA S     -   221,860.      871,550.      MT  (+/- 180 meters Scaled)
 BK1016
 BK1016                          SUPERSEDED SURVEY CONTROL
 BK1016
 BK1016  NGVD 29 (??/??/??)   17.045  (m)           55.92   (f) ADJUSTED    2 0
 BK1016
 BK1016.Superseded values are not recommended for survey control.
 BK1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1016.See file dsdata.txt to determine how the superseded data were derived.
 BK1016
 BK1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315736(NAD 83)
 BK1016_MARKER: DD = SURVEY DISK
 BK1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1016_STAMPING: 2V15 1970
 BK1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1016+STABILITY: SURFACE MOTION
 BK1016
 BK1016  HISTORY     - Date     Condition        Report By
 BK1016  HISTORY     - 1970     MONUMENTED       LADTD
 BK1016  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 BK1016
 BK1016                          STATION DESCRIPTION
 BK1016
 BK1016'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1016'1.00 MI NE FROM ELTON.
 BK1016'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1016'DRYERS EAST OF ELTON, THENCE 0.9 MILE NORTH ALONG STATE ROUTE 26, 40
 BK1016'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH OF THE
 BK1016'CENTERLINE OF A PRIVATE DRIVE LEADING WEST, 14 FEET NORTHEAST OF A
 BK1016'POWER POLE, 1 FOOT EAST OF A COMBINATION MESH AND BARBED WIRE FENCE,
 BK1016'1.2 FEET EAST OF A STEEL WITNESS POST, 1 FOOT ABOVE ROADWAY, SET IN
 BK1016'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  SECTION 35, T6S, R3W.
 BK1016
 BK1016                          STATION RECOVERY (2004)
 BK1016
 BK1016'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1119 ***********************************************************************
 BK1119  DESIGNATION -  2 V 16 LADTD
 BK1119  PID         -  BK1119
 BK1119  STATE/COUNTY-  LA/ALLEN
 BK1119  USGS QUAD   -  SOILEAU (1986)
 BK1119
 BK1119                         *CURRENT SURVEY CONTROL
 BK1119  ___________________________________________________________________
 BK1119* NAD 83(1986)-  30 30 34.     (N)    092 40 17.     (W)     SCALED    
 BK1119* NAVD 88     -        17.97   (+/-2cm)      59.0    (feet)  VERTCON   
 BK1119  ___________________________________________________________________
 BK1119  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK1119
 BK1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1119
 BK1119.The horizontal coordinates were scaled from a topographic map and have
 BK1119.an estimated accuracy of +/- 6 seconds.
 BK1119
 BK1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1119.The vertical order pertains to the NGVD 29 superseded value.
 BK1119
 BK1119.The geoid height was determined by GEOID03.
 BK1119
 BK1119;                    North         East    Units  Estimated Accuracy
 BK1119;SPC LA S     -   223,490.      871,570.      MT  (+/- 180 meters Scaled)
 BK1119
 BK1119                          SUPERSEDED SURVEY CONTROL
 BK1119
 BK1119  NGVD 29 (??/??/??)   17.915  (m)           58.78   (f) ADJUSTED    2 0
 BK1119
 BK1119.Superseded values are not recommended for survey control.
 BK1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1119.See file dsdata.txt to determine how the superseded data were derived.
 BK1119
 BK1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315752(NAD 83)
 BK1119_MARKER: DD = SURVEY DISK
 BK1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1119_SP_SET: CULVERT
 BK1119_STAMPING: 2V16 1970
 BK1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1119
 BK1119  HISTORY     - Date     Condition        Report By
 BK1119  HISTORY     - 1970     MONUMENTED       LADTD
 BK1119  HISTORY     - 20041203 GOOD             USPSQD
 BK1119
 BK1119                          STATION DESCRIPTION
 BK1119
 BK1119'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1119'2.00 MI NE FROM ELTON.
 BK1119'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1119'DRYERS EAST OF ELTON, THENCE 1.9 MILES NORTH ALONG STATE ROUTE 26,
 BK1119'LOCATED IN A FLUME HEADWALL WEST OF THE HIGHWAY, 8 FEET NORTH OF A
 BK1119'POWER POLE, 28 FEET SOUTH OF THE CENTERLINE OF A PARISH GRAVELED ROAD
 BK1119'LEADING WEST, 43 FEET WEST OF THE CENTERLINE OF LA. 26, 0.5 FEET
 BK1119'SOUTHWEST OF A STEEL WITNESS POST, 2 FEET ABOVE ROADWAY.  SECTION 30,
 BK1119'T 6S, R 3W.
 BK1119
 BK1119                          STATION RECOVERY (2004)
 BK1119
 BK1119'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1120 ***********************************************************************
 BK1120  DESIGNATION -  2 V 17 LADTD
 BK1120  PID         -  BK1120
 BK1120  STATE/COUNTY-  LA/ALLEN
 BK1120  USGS QUAD   -  SOILEAU (1986)
 BK1120
 BK1120                         *CURRENT SURVEY CONTROL
 BK1120  ___________________________________________________________________
 BK1120* NAD 83(1986)-  30 31 25.     (N)    092 40 17.     (W)     SCALED    
 BK1120* NAVD 88     -        17.56   (+/-2cm)      57.6    (feet)  VERTCON   
 BK1120  ___________________________________________________________________
 BK1120  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK1120
 BK1120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1120
 BK1120.The horizontal coordinates were scaled from a topographic map and have
 BK1120.an estimated accuracy of +/- 6 seconds.
 BK1120
 BK1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1120.The vertical order pertains to the NGVD 29 superseded value.
 BK1120
 BK1120.The geoid height was determined by GEOID03.
 BK1120
 BK1120;                    North         East    Units  Estimated Accuracy
 BK1120;SPC LA S     -   225,060.      871,590.      MT  (+/- 180 meters Scaled)
 BK1120
 BK1120                          SUPERSEDED SURVEY CONTROL
 BK1120
 BK1120  NGVD 29 (??/??/??)   17.508  (m)           57.44   (f) ADJUSTED    2 0
 BK1120
 BK1120.Superseded values are not recommended for survey control.
 BK1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1120.See file dsdata.txt to determine how the superseded data were derived.
 BK1120
 BK1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315768(NAD 83)
 BK1120_MARKER: DD = SURVEY DISK
 BK1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1120_STAMPING: 2V17 1970
 BK1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1120+STABILITY: SURFACE MOTION
 BK1120
 BK1120  HISTORY     - Date     Condition        Report By
 BK1120  HISTORY     - 1970     MONUMENTED       LADTD
 BK1120  HISTORY     - 19850501 MARK NOT FOUND   USPSQD
 BK1120  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 BK1120
 BK1120                          STATION DESCRIPTION
 BK1120
 BK1120'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1120'3.00 MI NE FROM ELTON.
 BK1120'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1120'DRYERS EAST OF ELTON, THENCE 2.9 MILES NORTH ALONG STATE ROUTE 26, 45
 BK1120'FEET WEST OF THE CENTERLINE OF LA. 26, 138 FEET SOUTH OF THE
 BK1120'CENTERLINE OF A PARISH GRAVELED ROAD LEADING WEST, 70 FEET SOUTHWEST
 BK1120'OF THE SOUTH END OF A 24 INCH SIDE DRAIN OFF LA. 26, 1 FOOT EAST OF A
 BK1120'3 STRAND BARBED WIRE FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, 1
 BK1120'FOOT ABOVE ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BK1120'INCHES.  SECTION 23, T 6S, R 3W.
 BK1120
 BK1120                          STATION RECOVERY (1985)
 BK1120
 BK1120'RECOVERY NOTE BY US POWER SQUADRON 1985 (DFP)
 BK1120'MARK NOT FOUND.
 BK1120
 BK1120                          STATION RECOVERY (2004)
 BK1120
 BK1120'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1121 ***********************************************************************
 BK1121  DESIGNATION -  2 V 18 LADTD
 BK1121  PID         -  BK1121
 BK1121  STATE/COUNTY-  LA/ALLEN
 BK1121  USGS QUAD   -  SOILEAU (1986)
 BK1121
 BK1121                         *CURRENT SURVEY CONTROL
 BK1121  ___________________________________________________________________
 BK1121* NAD 83(1986)-  30 32 21.     (N)    092 40 15.     (W)     SCALED    
 BK1121* NAVD 88     -        13.24   (+/-2cm)      43.4    (feet)  VERTCON   
 BK1121  ___________________________________________________________________
 BK1121  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK1121
 BK1121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1121
 BK1121.The horizontal coordinates were scaled from a topographic map and have
 BK1121.an estimated accuracy of +/- 6 seconds.
 BK1121
 BK1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1121.The vertical order pertains to the NGVD 29 superseded value.
 BK1121
 BK1121.The geoid height was determined by GEOID03.
 BK1121
 BK1121;                    North         East    Units  Estimated Accuracy
 BK1121;SPC LA S     -   226,780.      871,660.      MT  (+/- 180 meters Scaled)
 BK1121
 BK1121                          SUPERSEDED SURVEY CONTROL
 BK1121
 BK1121  NGVD 29 (??/??/??)   13.193  (m)           43.28   (f) ADJUSTED    2 0
 BK1121
 BK1121.Superseded values are not recommended for survey control.
 BK1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1121.See file dsdata.txt to determine how the superseded data were derived.
 BK1121
 BK1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315785(NAD 83)
 BK1121_MARKER: DD = SURVEY DISK
 BK1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1121_SP_SET: BRIDGE
 BK1121_STAMPING: 2V18 1970
 BK1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1121
 BK1121  HISTORY     - Date     Condition        Report By
 BK1121  HISTORY     - 1970     MONUMENTED       LADTD
 BK1121  HISTORY     - 19850501 MARK NOT FOUND   USPSQD
 BK1121  HISTORY     - 20020402 MARK NOT FOUND   USPSQD
 BK1121
 BK1121                          STATION DESCRIPTION
 BK1121
 BK1121'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1121'4.00 MI NE FROM ELTON.
 BK1121'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1121'DRYERS EAST OF ELTON, THENCE 3.9 MILES NORTH ALONG LA. 26, LOCATED IN
 BK1121'THE SIDEWALK OF THE SOUTHEAST CORNER OF A 5 SPAN CONCRETE BRIDGE, 1
 BK1121'FOOT WEST OF THE HANDRAIL, 50 FEET SOUTH OF THE CENTERLINE OF BAYOU
 BK1121'BLUE RELIEF, 13 FEET EAST OF THE CENTERLINE OF LA. 26, 6 FEET
 BK1121'NORTHWEST OF A STEEL WITNESS POST, 1 FOOT ABOVE ROADWAY, DRILLED IN
 BK1121'BRIDGE SIDEWALK.  SECTION 17, T 6S, R 3W.
 BK1121
 BK1121                          STATION RECOVERY (1985)
 BK1121
 BK1121'RECOVERY NOTE BY US POWER SQUADRON 1985 (DFP)
 BK1121'MARK NOT FOUND.
 BK1121
 BK1121                          STATION RECOVERY (2002)
 BK1121
 BK1121'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1121'BRIDGE MODIFICATION HAS PERMANENTLY COVERED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1122 ***********************************************************************
 BK1122  DESIGNATION -  2 V 19 LADTD
 BK1122  PID         -  BK1122
 BK1122  STATE/COUNTY-  LA/ALLEN
 BK1122  USGS QUAD   -  SOILEAU (1986)
 BK1122
 BK1122                         *CURRENT SURVEY CONTROL
 BK1122  ___________________________________________________________________
 BK1122* NAD 83(1986)-  30 33 11.     (N)    092 40 15.     (W)     SCALED    
 BK1122* NAVD 88     -        18.99   (+/-2cm)      62.3    (feet)  VERTCON   
 BK1122  ___________________________________________________________________
 BK1122  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK1122
 BK1122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1122
 BK1122.The horizontal coordinates were scaled from a topographic map and have
 BK1122.an estimated accuracy of +/- 6 seconds.
 BK1122
 BK1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1122.The vertical order pertains to the NGVD 29 superseded value.
 BK1122
 BK1122.The geoid height was determined by GEOID03.
 BK1122
 BK1122;                    North         East    Units  Estimated Accuracy
 BK1122;SPC LA S     -   228,320.      871,680.      MT  (+/- 180 meters Scaled)
 BK1122
 BK1122                          SUPERSEDED SURVEY CONTROL
 BK1122
 BK1122  NGVD 29 (??/??/??)   18.939  (m)           62.14   (f) ADJUSTED    2 0
 BK1122
 BK1122.Superseded values are not recommended for survey control.
 BK1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1122.See file dsdata.txt to determine how the superseded data were derived.
 BK1122
 BK1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315801(NAD 83)
 BK1122_MARKER: DD = SURVEY DISK
 BK1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1122_STAMPING: 2V19 1970
 BK1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1122+STABILITY: SURFACE MOTION
 BK1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1122+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 BK1122
 BK1122  HISTORY     - Date     Condition        Report By
 BK1122  HISTORY     - 1970     MONUMENTED       LADTD
 BK1122  HISTORY     - 20020402 GOOD             USPSQD
 BK1122  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 BK1122
 BK1122                          STATION DESCRIPTION
 BK1122
 BK1122'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1122'5.00 MI NE FROM ELTON.
 BK1122'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1122'DRYERS EAST OF ELTON, THENCE 4.9 MILES NORTH ALONG STATE ROUTE 26, 65
 BK1122'FEET EAST OF THE CENTERLINE OF LA. 26, 0.5 FOOT WEST OF A COMBINATION
 BK1122'BARBED WIRE AND MESH FENCE, 13 FEET NORTHEAST OF A 12 INCH PINE TREE,
 BK1122'1.5 FEET EAST OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 BK1122'ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1122'SECTION 11, T 10S, R 3W.
 BK1122
 BK1122                          STATION RECOVERY (2002)
 BK1122
 BK1122'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1122'RECOVERED IN GOOD CONDITION.
 BK1122
 BK1122                          STATION RECOVERY (2004)
 BK1122
 BK1122'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0863 ***********************************************************************
 BK0863  DESIGNATION -  2 V 2
 BK0863  PID         -  BK0863
 BK0863  STATE/COUNTY-  LA/ALLEN
 BK0863  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0863
 BK0863                         *CURRENT SURVEY CONTROL
 BK0863  ___________________________________________________________________
 BK0863* NAD 83(1986)-  30 26 49.     (N)    092 58 14.     (W)     SCALED    
 BK0863* NAVD 88     -        10.448  (meters)      34.28   (feet)  ADJUSTED  
 BK0863  ___________________________________________________________________
 BK0863  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0863  DYNAMIC HT  -          10.434 (meters)      34.23  (feet)  COMP
 BK0863  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BK0863
 BK0863  VERT ORDER  -  FIRST     CLASS II
 BK0863
 BK0863.The horizontal coordinates were scaled from a topographic map and have
 BK0863.an estimated accuracy of +/- 6 seconds.
 BK0863
 BK0863.The orthometric height was determined by differential leveling
 BK0863.and adjusted by the National Geodetic Survey in February 1994..
 BK0863
 BK0863.The geoid height was determined by GEOID03.
 BK0863
 BK0863.The dynamic height is computed by dividing the NAVD 88
 BK0863.geopotential number by the normal gravity value computed on the
 BK0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0863.degrees latitude (g = 980.6199 gals.).
 BK0863
 BK0863.The modeled gravity was interpolated from observed gravity values.
 BK0863
 BK0863;                    North         East    Units  Estimated Accuracy
 BK0863;SPC LA S     -   216,930.      842,760.      MT  (+/- 180 meters Scaled)
 BK0863
 BK0863                          SUPERSEDED SURVEY CONTROL
 BK0863
 BK0863  NGVD 29 (??/??/??)   10.388  (m)           34.08   (f) ADJUSTED    1 2
 BK0863
 BK0863.Superseded values are not recommended for survey control.
 BK0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0863.See file dsdata.txt to determine how the superseded data were derived.
 BK0863
 BK0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP028683(NAD 83)
 BK0863_MARKER: DD = SURVEY DISK
 BK0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0863_SP_SET: CONCRETE POST
 BK0863_STAMPING: 2V2 1969
 BK0863_MARK LOGO: LADH  
 BK0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0863+STABILITY: SURFACE MOTION
 BK0863
 BK0863  HISTORY     - Date     Condition        Report By
 BK0863  HISTORY     - 1969     MONUMENTED       LADTD
 BK0863  HISTORY     - 1986     GOOD             NGS
 BK0863  HISTORY     - 20040115 MARK NOT FOUND   USPSQD
 BK0863
 BK0863                          STATION DESCRIPTION
 BK0863
 BK0863'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0863'9.7 MI SW FROM KINDER.
 BK0863'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0863'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0863'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK0863'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE 4.5
 BK0863'MILES SOUTHWEST ALONG STATE ROUTE 383, 71 FEET EAST OF THE CENTERLINE
 BK0863'OF STATE ROUTE 383, 58 FEET NORTHEAST OF THE CENTERLINE OF A SIDE
 BK0863'DRAIN LEADING TO A WOOD FRAME HOUSE BELONGING TO A MR. ELLIS SAVANT,
 BK0863'0.5 FEET SOUTH OF A 3 STRAND BARBED WIRE FENCE, 1 FOOT NORTHWEST OF A
 BK0863'STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF ROADWAY, SET IN THE TOP OF A
 BK0863'CONCRETE POST PROJECTING 1 INCH.  SECTION 15, T 7S, R 6W.
 BK0863
 BK0863                          STATION RECOVERY (1986)
 BK0863
 BK0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0863'RECOVERED IN GOOD CONDITION.
 BK0863
 BK0863                          STATION RECOVERY (2004)
 BK0863
 BK0863'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1124 ***********************************************************************
 BK1124  DESIGNATION -  2 V 20 LADTD
 BK1124  PID         -  BK1124
 BK1124  STATE/COUNTY-  LA/ALLEN
 BK1124  USGS QUAD   -  SOILEAU (1986)
 BK1124
 BK1124                         *CURRENT SURVEY CONTROL
 BK1124  ___________________________________________________________________
 BK1124* NAD 83(1986)-  30 34 48.     (N)    092 40 19.     (W)     SCALED    
 BK1124* NAVD 88     -        17.58   (+/-2cm)      57.7    (feet)  VERTCON   
 BK1124  ___________________________________________________________________
 BK1124  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK1124
 BK1124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1124
 BK1124.The horizontal coordinates were scaled from a topographic map and have
 BK1124.an estimated accuracy of +/- 6 seconds.
 BK1124
 BK1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1124.The vertical order pertains to the NGVD 29 superseded value.
 BK1124
 BK1124.The geoid height was determined by GEOID03.
 BK1124
 BK1124;                    North         East    Units  Estimated Accuracy
 BK1124;SPC LA S     -   231,310.      871,610.      MT  (+/- 180 meters Scaled)
 BK1124
 BK1124                          SUPERSEDED SURVEY CONTROL
 BK1124
 BK1124  NGVD 29 (??/??/??)   17.531  (m)           57.52   (f) ADJUSTED    2 0
 BK1124
 BK1124.Superseded values are not recommended for survey control.
 BK1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1124.See file dsdata.txt to determine how the superseded data were derived.
 BK1124
 BK1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP314831(NAD 83)
 BK1124_MARKER: DD = SURVEY DISK
 BK1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1124_STAMPING: 2V20 1970
 BK1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1124+STABILITY: SURFACE MOTION
 BK1124
 BK1124  HISTORY     - Date     Condition        Report By
 BK1124  HISTORY     - 1970     MONUMENTED       LADTD
 BK1124  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 BK1124
 BK1124                          STATION DESCRIPTION
 BK1124
 BK1124'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1124'6.90 MI NE FROM ELTON.
 BK1124'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1124'DRYERS EAST OF ELTON, THENCE 6.8 MILES NORTH ALONG STATE ROUTE 26, 78
 BK1124'FEET WEST OF THE CENTERLINE OF LA. 26, 35 FEET WEST OF A FENCE CORNER,
 BK1124'1.5 FEET SOUTH OF A 4 STRAND BARBED WIRE FENCE, 24 FEET NORTH OF A
 BK1124'PROJECTED CENTERLINE OF A PRIVATE DRIVE LEADING WEST, 1.5 FEET WEST OF
 BK1124'A STEEL WITNESS POST, ABOUT LEVEL WITH ROADWAY, SET IN THE TOP OF A
 BK1124'CONCRETE POST PROJECTING 4 INCHES.  SECTION 33, T 5S, R 3W.
 BK1124
 BK1124                          STATION RECOVERY (2004)
 BK1124
 BK1124'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1126 ***********************************************************************
 BK1126  DESIGNATION -  2 V 21 LADTD
 BK1126  PID         -  BK1126
 BK1126  STATE/COUNTY-  LA/ALLEN
 BK1126  USGS QUAD   -  SOILEAU (1986)
 BK1126
 BK1126                         *CURRENT SURVEY CONTROL
 BK1126  ___________________________________________________________________
 BK1126* NAD 83(1986)-  30 36 12.     (N)    092 40 16.     (W)     SCALED    
 BK1126* NAVD 88     -        21.08   (+/-2cm)      69.2    (feet)  VERTCON   
 BK1126  ___________________________________________________________________
 BK1126  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK1126
 BK1126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1126
 BK1126.The horizontal coordinates were scaled from a topographic map and have
 BK1126.an estimated accuracy of +/- 6 seconds.
 BK1126
 BK1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1126.The vertical order pertains to the NGVD 29 superseded value.
 BK1126
 BK1126.The geoid height was determined by GEOID03.
 BK1126
 BK1126;                    North         East    Units  Estimated Accuracy
 BK1126;SPC LA S     -   233,900.      871,720.      MT  (+/- 180 meters Scaled)
 BK1126
 BK1126                          SUPERSEDED SURVEY CONTROL
 BK1126
 BK1126  NGVD 29 (??/??/??)   21.037  (m)           69.02   (f) ADJUSTED    2 0
 BK1126
 BK1126.Superseded values are not recommended for survey control.
 BK1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1126.See file dsdata.txt to determine how the superseded data were derived.
 BK1126
 BK1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315856(NAD 83)
 BK1126_MARKER: DD = SURVEY DISK
 BK1126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1126_SP_SET: CULVERT
 BK1126_STAMPING: 2V21 1970
 BK1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1126+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 BK1126
 BK1126  HISTORY     - Date     Condition        Report By
 BK1126  HISTORY     - 1970     MONUMENTED       LADTD
 BK1126  HISTORY     - 20020402 GOOD             USPSQD
 BK1126  HISTORY     - 20041203 GOOD             USPSQD
 BK1126
 BK1126                          STATION DESCRIPTION
 BK1126
 BK1126'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1126'6.60 MI SE FROM OBERLIN.
 BK1126'ABOUT 6.6 MILES SOUTHEAST ALONG STATE ROUTE 26 FROM THE COURTHOUSE AT
 BK1126'OBERLIN, LOCATED EAST OF THE HIGHWAY IN THE HEADWALL OF A CONCRETE BOX
 BK1126'CULVERT, 19 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 120 FEET
 BK1126'NORTHEAST OF A WOODEN FENCE CORNER, 37 FEET SOUTHWEST OF A POWER POLE
 BK1126'APPROXIMATELY 0.2 MILE NORTH OF A BRICK VENEER HOUSE BELONGING TO MR.
 BK1126'P. MOREAUX, 10 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 BK1126'ROADWAY, DRILLED IN HEADWALL.  SECTION 22, T 5S, R 3W.
 BK1126
 BK1126                          STATION RECOVERY (2002)
 BK1126
 BK1126'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1126'WITNESS POST NO LONGER EXISTS.
 BK1126
 BK1126                          STATION RECOVERY (2004)
 BK1126
 BK1126'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1127 ***********************************************************************
 BK1127  DESIGNATION -  2 V 22 LADTD
 BK1127  PID         -  BK1127
 BK1127  STATE/COUNTY-  LA/ALLEN
 BK1127  USGS QUAD   -  SOILEAU (1986)
 BK1127
 BK1127                         *CURRENT SURVEY CONTROL
 BK1127  ___________________________________________________________________
 BK1127* NAD 83(1986)-  30 36 43.     (N)    092 40 47.     (W)     SCALED    
 BK1127* NAVD 88     -        22.44   (+/-2cm)      73.6    (feet)  VERTCON   
 BK1127  ___________________________________________________________________
 BK1127  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1127
 BK1127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1127
 BK1127.The horizontal coordinates were scaled from a topographic map and have
 BK1127.an estimated accuracy of +/- 6 seconds.
 BK1127
 BK1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1127.The vertical order pertains to the NGVD 29 superseded value.
 BK1127
 BK1127.The geoid height was determined by GEOID03.
 BK1127
 BK1127;                    North         East    Units  Estimated Accuracy
 BK1127;SPC LA S     -   234,860.      870,900.      MT  (+/- 180 meters Scaled)
 BK1127
 BK1127                          SUPERSEDED SURVEY CONTROL
 BK1127
 BK1127  NGVD 29 (??/??/??)   22.405  (m)           73.51   (f) ADJUSTED    2 0
 BK1127
 BK1127.Superseded values are not recommended for survey control.
 BK1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1127.See file dsdata.txt to determine how the superseded data were derived.
 BK1127
 BK1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP306866(NAD 83)
 BK1127_MARKER: DD = SURVEY DISK
 BK1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1127_SP_SET: CULVERT
 BK1127_STAMPING: 2V22 1970
 BK1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1127+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 BK1127
 BK1127  HISTORY     - Date     Condition        Report By
 BK1127  HISTORY     - 1970     MONUMENTED       LADTD
 BK1127  HISTORY     - 20020402 GOOD             USPSQD
 BK1127  HISTORY     - 20041203 GOOD             USPSQD
 BK1127
 BK1127                          STATION DESCRIPTION
 BK1127
 BK1127'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1127'5.50 MI SE FROM OBERLIN.
 BK1127'ABOUT 5.5 MILES SOUTHEAST ALONG STATE ROUTE 26 FROM THE COURTHOUSE AT
 BK1127'OBERLIN, LOCATED IN A HEADWALL NORTH OF THE HIGHWAY, 43.5 FEET NORTH
 BK1127'OF THE CENTERLINE OF THE HIGHWAY, 52 FEET WEST OF THE CENTERLINE OF A
 BK1127'PRIVATE DRIVE LEADING NORTH INTO A RICE FIELD, 0.5 FOOT NORTH OF A
 BK1127'COMBINATION BARBED WIRE AND MESH FENCE, 1.5 FEET NORTH OF A STEEL
 BK1127'WITNESS POST, 2 FEET ABOVE ROADWAY, DRILLED IN HEADWALL.  SECTION 16,
 BK1127'T 5S, R 3W.
 BK1127
 BK1127                          STATION RECOVERY (2002)
 BK1127
 BK1127'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1127'WITNESS POST AND FENCE NO LONGER EXIST.
 BK1127
 BK1127                          STATION RECOVERY (2004)
 BK1127
 BK1127'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1128 ***********************************************************************
 BK1128  DESIGNATION -  2 V 23 LADTD
 BK1128  PID         -  BK1128
 BK1128  STATE/COUNTY-  LA/ALLEN
 BK1128  USGS QUAD   -  SOILEAU (1986)
 BK1128
 BK1128                         *CURRENT SURVEY CONTROL
 BK1128  ___________________________________________________________________
 BK1128* NAD 83(1986)-  30 36 40.     (N)    092 42 00.     (W)     SCALED    
 BK1128* NAVD 88     -        20.92   (+/-2cm)      68.6    (feet)  VERTCON   
 BK1128  ___________________________________________________________________
 BK1128  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1128
 BK1128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1128
 BK1128.The horizontal coordinates were scaled from a topographic map and have
 BK1128.an estimated accuracy of +/- 6 seconds.
 BK1128
 BK1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1128.The vertical order pertains to the NGVD 29 superseded value.
 BK1128
 BK1128.The geoid height was determined by GEOID03.
 BK1128
 BK1128;                    North         East    Units  Estimated Accuracy
 BK1128;SPC LA S     -   234,790.      868,960.      MT  (+/- 180 meters Scaled)
 BK1128
 BK1128                          SUPERSEDED SURVEY CONTROL
 BK1128
 BK1128  NGVD 29 (??/??/??)   20.881  (m)           68.51   (f) ADJUSTED    2 0
 BK1128
 BK1128.Superseded values are not recommended for survey control.
 BK1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1128.See file dsdata.txt to determine how the superseded data were derived.
 BK1128
 BK1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP287865(NAD 83)
 BK1128_MARKER: DD = SURVEY DISK
 BK1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1128_SP_SET: CULVERT
 BK1128_STAMPING: 2V23 1970
 BK1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1128+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 BK1128
 BK1128  HISTORY     - Date     Condition        Report By
 BK1128  HISTORY     - 1970     MONUMENTED       LADTD
 BK1128  HISTORY     - 20020402 GOOD             USPSQD
 BK1128  HISTORY     - 20041203 GOOD             USPSQD
 BK1128
 BK1128                          STATION DESCRIPTION
 BK1128
 BK1128'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1128'4.30 MI SE FROM OBERLIN.
 BK1128'ABOUT 4.3 MILES SOUTHEAST ALONG STATE ROUTE 26 FROM THE COURTHOUSE AT
 BK1128'OBERLIN, 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, LOCATED IN
 BK1128'THE CENTER OF A BOX CULVERT, APPROXIMATELY 0.1 MILE NORTHEAST OF A
 BK1128'PRIVATE RICE DRYER, 8 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL
 BK1128'WITH ROADWAY, DRILLED IN HEADWALL.  SECTION 20, T 5S, R 3S.
 BK1128
 BK1128                          STATION RECOVERY (2002)
 BK1128
 BK1128'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1128'MARKER IS ACTUALLY LOCATED 23 FEET NORTH OF THE CENTERLINE OF THE
 BK1128'HIGHWAY IN THE CENTER OF A BOX CULVERT.
 BK1128
 BK1128                          STATION RECOVERY (2004)
 BK1128
 BK1128'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1130 ***********************************************************************
 BK1130  DESIGNATION -  2 V 24 LADTD
 BK1130  PID         -  BK1130
 BK1130  STATE/COUNTY-  LA/ALLEN
 BK1130  USGS QUAD   -  SOILEAU (1986)
 BK1130
 BK1130                         *CURRENT SURVEY CONTROL
 BK1130  ___________________________________________________________________
 BK1130* NAD 83(1986)-  30 36 41.     (N)    092 44 12.     (W)     SCALED    
 BK1130* NAVD 88     -        21.43   (+/-2cm)      70.3    (feet)  VERTCON   
 BK1130  ___________________________________________________________________
 BK1130  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1130
 BK1130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1130
 BK1130.The horizontal coordinates were scaled from a topographic map and have
 BK1130.an estimated accuracy of +/- 6 seconds.
 BK1130
 BK1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1130.The vertical order pertains to the NGVD 29 superseded value.
 BK1130
 BK1130.The geoid height was determined by GEOID03.
 BK1130
 BK1130;                    North         East    Units  Estimated Accuracy
 BK1130;SPC LA S     -   234,860.      865,440.      MT  (+/- 180 meters Scaled)
 BK1130
 BK1130                          SUPERSEDED SURVEY CONTROL
 BK1130
 BK1130  NGVD 29 (??/??/??)   21.401  (m)           70.21   (f) ADJUSTED    2 0
 BK1130
 BK1130.Superseded values are not recommended for survey control.
 BK1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1130.See file dsdata.txt to determine how the superseded data were derived.
 BK1130
 BK1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP252865(NAD 83)
 BK1130_MARKER: DD = SURVEY DISK
 BK1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1130_STAMPING: 2V24 1970
 BK1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1130+STABILITY: SURFACE MOTION
 BK1130
 BK1130  HISTORY     - Date     Condition        Report By
 BK1130  HISTORY     - 1970     MONUMENTED       LADTD
 BK1130  HISTORY     - 20041203 GOOD             USPSQD
 BK1130
 BK1130                          STATION DESCRIPTION
 BK1130
 BK1130'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1130'2.10 MI SE FROM OBERLIN.
 BK1130'ABOUT 2.1 MILES SOUTHEAST ALONG STATE ROUTE 26 FROM THE COURTHOUSE AT
 BK1130'OBERLIN, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET
 BK1130'SOUTHWEST OF A POWER POLE, 47 FEET EAST OF A UNITED GAS LINE VENT, 1.5
 BK1130'FEET NORTH OF A COMBINATION BARBED WIRE AND MESH FENCE, 1.3 FEET NORTH
 BK1130'OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF ROADWAY, SET IN
 BK1130'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  SECTION 13, T 5S, R
 BK1130'3W.
 BK1130
 BK1130                          STATION RECOVERY (2004)
 BK1130
 BK1130'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1131 ***********************************************************************
 BK1131  DESIGNATION -  2 V 25 LADTD
 BK1131  PID         -  BK1131
 BK1131  STATE/COUNTY-  LA/ALLEN
 BK1131  USGS QUAD   -  OBERLIN (1994)
 BK1131
 BK1131                         *CURRENT SURVEY CONTROL
 BK1131  ___________________________________________________________________
 BK1131* NAD 83(1986)-  30 36 59.     (N)    092 45 06.     (W)     SCALED    
 BK1131* NAVD 88     -        21.32   (+/-2cm)      69.9    (feet)  VERTCON   
 BK1131  ___________________________________________________________________
 BK1131  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1131
 BK1131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1131
 BK1131.The horizontal coordinates were scaled from a topographic map and have
 BK1131.an estimated accuracy of +/- 6 seconds.
 BK1131
 BK1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1131.The vertical order pertains to the NGVD 29 superseded value.
 BK1131
 BK1131.The geoid height was determined by GEOID03.
 BK1131
 BK1131;                    North         East    Units  Estimated Accuracy
 BK1131;SPC LA S     -   235,440.      864,010.      MT  (+/- 180 meters Scaled)
 BK1131
 BK1131                          SUPERSEDED SURVEY CONTROL
 BK1131
 BK1131  NGVD 29 (??/??/??)   21.284  (m)           69.83   (f) ADJUSTED    2 0
 BK1131
 BK1131.Superseded values are not recommended for survey control.
 BK1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1131.See file dsdata.txt to determine how the superseded data were derived.
 BK1131
 BK1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP238871(NAD 83)
 BK1131_MARKER: DD = SURVEY DISK
 BK1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1131_SP_SET: CULVERT
 BK1131_STAMPING: 2V25 1970
 BK1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1131+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 BK1131
 BK1131  HISTORY     - Date     Condition        Report By
 BK1131  HISTORY     - 1970     MONUMENTED       LADTD
 BK1131  HISTORY     - 20020402 GOOD             USPSQD
 BK1131  HISTORY     - 20041021 GOOD             USPSQD
 BK1131
 BK1131                          STATION DESCRIPTION
 BK1131
 BK1131'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1131'1.10 MI SE FROM OBERLIN.
 BK1131'ABOUT 1.1 MILES SOUTHEAST ALONG STATE ROUTE 26 FROM THE COURTHOUSE AT
 BK1131'OBERLIN, 41 FEET WEST OF THE CENTERLINE OF STATE ROUTE 26, LOCATED IN
 BK1131'A FLUME HEADWALL WEST OF THE HIGHWAY, 7 FEET NORTHEAST OF AN 18 INCH
 BK1131'SWEETGUM TREE, 39 FEET SOUTHEAST OF THE CENTERLINE OF A PRIVATE DRIVE
 BK1131'LEADING WEST, 95 FEET SOUTHWEST OF A POWER POLE BEARING A STREET
 BK1131'LIGHT, 1.5 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 BK1131'HIGHWAY DRILLED IN HEADWALL.  SECTION 14, T 5S, R 4W.
 BK1131
 BK1131                          STATION RECOVERY (2002)
 BK1131
 BK1131'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1131'RECOVERED IN GOOD CONDITION.
 BK1131
 BK1131                          STATION RECOVERY (2004)
 BK1131
 BK1131'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1132 ***********************************************************************
 BK1132  DESIGNATION -  2 V 26 LADTD
 BK1132  PID         -  BK1132
 BK1132  STATE/COUNTY-  LA/ALLEN
 BK1132  USGS QUAD   -  OBERLIN (1994)
 BK1132
 BK1132                         *CURRENT SURVEY CONTROL
 BK1132  ___________________________________________________________________
 BK1132* NAD 83(1986)-  30 37 21.     (N)    092 47 01.     (W)     SCALED    
 BK1132* NAVD 88     -        23.38   (+/-2cm)      76.7    (feet)  VERTCON   
 BK1132  ___________________________________________________________________
 BK1132  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK1132
 BK1132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1132
 BK1132.The horizontal coordinates were scaled from a topographic map and have
 BK1132.an estimated accuracy of +/- 6 seconds.
 BK1132
 BK1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1132.The vertical order pertains to the NGVD 29 superseded value.
 BK1132
 BK1132.The geoid height was determined by GEOID03.
 BK1132
 BK1132;                    North         East    Units  Estimated Accuracy
 BK1132;SPC LA S     -   236,150.      860,960.      MT  (+/- 180 meters Scaled)
 BK1132
 BK1132                          SUPERSEDED SURVEY CONTROL
 BK1132
 BK1132  NGVD 29 (??/??/??)   23.355  (m)           76.62   (f) ADJUSTED    2 0
 BK1132
 BK1132.Superseded values are not recommended for survey control.
 BK1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1132.See file dsdata.txt to determine how the superseded data were derived.
 BK1132
 BK1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP207877(NAD 83)
 BK1132_MARKER: DD = SURVEY DISK
 BK1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1132_STAMPING: 2V26 1970
 BK1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1132+STABILITY: SURFACE MOTION
 BK1132
 BK1132  HISTORY     - Date     Condition        Report By
 BK1132  HISTORY     - 1970     MONUMENTED       LADTD
 BK1132  HISTORY     - 19850423 MARK NOT FOUND   USPSQD
 BK1132
 BK1132                          STATION DESCRIPTION
 BK1132
 BK1132'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1132'1.35 MI W FROM OBERLIN.
 BK1132'ABOUT 1.35 MILES WEST ALONG LA. 26 FROM THE MISSOURI PACIFIC RAILROAD
 BK1132'DEPOT AT OBERLIN, 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TIN
 BK1132'BUILDING, 48 FEET SOUTH OF THE CENTERLINE OF LA. 26, 10 FEET SOUTHEAST
 BK1132'OF A POWER POLE, 31 FEET EAST OF A PRIVATE DRIVEWAY LEADING TO A
 BK1132'HOUSE, 0.6 FEET NORTH OF A 3 STRAND BARBED WIRE FENCE, 1.1 FEET
 BK1132'SOUTHWEST OF A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE ROADWAY, SET IN
 BK1132'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  SECTION 16, T 5S, R
 BK1132'4W.
 BK1132
 BK1132                          STATION RECOVERY (1985)
 BK1132
 BK1132'RECOVERY NOTE BY US POWER SQUADRON 1985 (JLK)
 BK1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1133 ***********************************************************************
 BK1133  DESIGNATION -  2 V 27 LADTD
 BK1133  PID         -  BK1133
 BK1133  STATE/COUNTY-  LA/ALLEN
 BK1133  USGS QUAD   -  PINE CHAPEL (1993)
 BK1133
 BK1133                         *CURRENT SURVEY CONTROL
 BK1133  ___________________________________________________________________
 BK1133* NAD 83(1986)-  30 37 47.     (N)    092 47 35.     (W)     SCALED    
 BK1133* NAVD 88     -        22.71   (+/-2cm)      74.5    (feet)  VERTCON   
 BK1133  ___________________________________________________________________
 BK1133  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK1133
 BK1133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1133
 BK1133.The horizontal coordinates were scaled from a topographic map and have
 BK1133.an estimated accuracy of +/- 6 seconds.
 BK1133
 BK1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1133.The vertical order pertains to the NGVD 29 superseded value.
 BK1133
 BK1133.The geoid height was determined by GEOID03.
 BK1133
 BK1133;                    North         East    Units  Estimated Accuracy
 BK1133;SPC LA S     -   236,960.      860,060.      MT  (+/- 180 meters Scaled)
 BK1133
 BK1133                          SUPERSEDED SURVEY CONTROL
 BK1133
 BK1133  NGVD 29 (??/??/??)   22.690  (m)           74.44   (f) ADJUSTED    2 0
 BK1133
 BK1133.Superseded values are not recommended for survey control.
 BK1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1133.See file dsdata.txt to determine how the superseded data were derived.
 BK1133
 BK1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP198885(NAD 83)
 BK1133_MARKER: DD = SURVEY DISK
 BK1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1133_STAMPING: 2V27 1970
 BK1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1133+STABILITY: SURFACE MOTION
 BK1133
 BK1133  HISTORY     - Date     Condition        Report By
 BK1133  HISTORY     - 1970     MONUMENTED       LADTD
 BK1133
 BK1133                          STATION DESCRIPTION
 BK1133
 BK1133'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1133'2.20 MI NW FROM OBERLIN.
 BK1133'ABOUT 2.20 MILES NORTHWEST ALONG LA. 26 FROM THE MISSOURI PACIFIC
 BK1133'RAILROAD DEPOT AT OBERLIN, 116 FEET NORTHWEST OF THE NORTHEAST CORNER
 BK1133'OF A TIN WELDING SHOP, 54 FEET WEST OF THE CENTERLINE OF LA. 26, 4
 BK1133'FEET NORTH OF A POWER POLE WITH GUY LINE, 1.3 FEET SOUTHEAST OF A
 BK1133'STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET IN THE TOP OF A
 BK1133'CONCRETE POST PROJECTING 2 INCHES.  SECTION 8, T 5S, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1134 ***********************************************************************
 BK1134  DESIGNATION -  2 V 28 LADTD
 BK1134  PID         -  BK1134
 BK1134  STATE/COUNTY-  LA/ALLEN
 BK1134  USGS QUAD   -  PINE CHAPEL (1993)
 BK1134
 BK1134                         *CURRENT SURVEY CONTROL
 BK1134  ___________________________________________________________________
 BK1134* NAD 83(1986)-  30 38 17.     (N)    092 48 30.     (W)     SCALED    
 BK1134* NAVD 88     -        18.73   (+/-2cm)      61.5    (feet)  VERTCON   
 BK1134  ___________________________________________________________________
 BK1134  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK1134
 BK1134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1134
 BK1134.The horizontal coordinates were scaled from a topographic map and have
 BK1134.an estimated accuracy of +/- 6 seconds.
 BK1134
 BK1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1134.The vertical order pertains to the NGVD 29 superseded value.
 BK1134
 BK1134.The geoid height was determined by GEOID03.
 BK1134
 BK1134;                    North         East    Units  Estimated Accuracy
 BK1134;SPC LA S     -   237,910.      858,610.      MT  (+/- 180 meters Scaled)
 BK1134
 BK1134                          SUPERSEDED SURVEY CONTROL
 BK1134
 BK1134  NGVD 29 (??/??/??)   18.705  (m)           61.37   (f) ADJUSTED    2 0
 BK1134
 BK1134.Superseded values are not recommended for survey control.
 BK1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1134.See file dsdata.txt to determine how the superseded data were derived.
 BK1134
 BK1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP183895(NAD 83)
 BK1134_MARKER: DD = SURVEY DISK
 BK1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1134_STAMPING: 2V28 1970
 BK1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1134+STABILITY: SURFACE MOTION
 BK1134
 BK1134  HISTORY     - Date     Condition        Report By
 BK1134  HISTORY     - 1970     MONUMENTED       LADTD
 BK1134  HISTORY     - 20020402 MARK NOT FOUND   USPSQD
 BK1134
 BK1134                          STATION DESCRIPTION
 BK1134
 BK1134'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1134'3.30 MI NW FROM OBERLIN.
 BK1134'ABOUT 3.30 MILES NORTHWEST ALONG LA. 26 FROM THE MISSOURI PACIFIC
 BK1134'RAILROAD DEPOT AT OBERLIN, 50 FEET NORTH OF THE CENTERLINE OF LA. 26,
 BK1134'0.5 FEET SOUTH OF A 3 STRAND BARBED WIRE FENCE, 152 FEET NORTHEAST OF
 BK1134'A POWER POLE, APPROXIMATELY 0.1 MILE NORTHEAST OF THE EAST END OF THE
 BK1134'CALCASIEU RIVER BRIDGE, 1.2 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 BK1134'4 FEET BELOW LEVEL OF HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 BK1134'PROJECTING 6 INCHES.  SECTION 7, T 5S, R 4W.
 BK1134
 BK1134                          STATION RECOVERY (2002)
 BK1134
 BK1134'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1134'RIVER BEND INN AND PARKING LOT NOW EXIST IN THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1135 ***********************************************************************
 BK1135  DESIGNATION -  2 V 29 LADTD
 BK1135  PID         -  BK1135
 BK1135  STATE/COUNTY-  LA/ALLEN
 BK1135  USGS QUAD   -  PINE CHAPEL (1993)
 BK1135
 BK1135                         *CURRENT SURVEY CONTROL
 BK1135  ___________________________________________________________________
 BK1135* NAD 83(1986)-  30 38 36.     (N)    092 49 27.     (W)     SCALED    
 BK1135* NAVD 88     -        18.06   (+/-2cm)      59.3    (feet)  VERTCON   
 BK1135  ___________________________________________________________________
 BK1135  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK1135
 BK1135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1135
 BK1135.The horizontal coordinates were scaled from a topographic map and have
 BK1135.an estimated accuracy of +/- 6 seconds.
 BK1135
 BK1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1135.The vertical order pertains to the NGVD 29 superseded value.
 BK1135
 BK1135.The geoid height was determined by GEOID03.
 BK1135
 BK1135;                    North         East    Units  Estimated Accuracy
 BK1135;SPC LA S     -   238,510.      857,100.      MT  (+/- 180 meters Scaled)
 BK1135
 BK1135                          SUPERSEDED SURVEY CONTROL
 BK1135
 BK1135  NGVD 29 (??/??/??)   18.040  (m)           59.19   (f) ADJUSTED    2 0
 BK1135
 BK1135.Superseded values are not recommended for survey control.
 BK1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1135.See file dsdata.txt to determine how the superseded data were derived.
 BK1135
 BK1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP168900(NAD 83)
 BK1135_MARKER: DD = SURVEY DISK
 BK1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1135_STAMPING: 2V29 1970
 BK1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1135+STABILITY: SURFACE MOTION
 BK1135
 BK1135  HISTORY     - Date     Condition        Report By
 BK1135  HISTORY     - 1970     MONUMENTED       LADTD
 BK1135
 BK1135                          STATION DESCRIPTION
 BK1135
 BK1135'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1135'4.30 MI NW FROM OBERLIN.
 BK1135'ABOUT 4.3 MILES NORTHWEST ALONG LA. 26 FROM THE MISSOURI PACIFIC
 BK1135'RAILROAD DEPOT AT OBERLIN, 63 FEET NORTH OF THE CENTERLINE OF LA. 26,
 BK1135'5 FEET SOUTH OF A 4 STRAND BARBED WIRE FENCE, 15 FEET NORTHWEST OF A
 BK1135'POWER POLE WITH GUY WIRE, 45 FEET EAST OF A COMBINATION BARBED WIRE
 BK1135'AND MESH FENCE RUNNING NORTH AND SOUTH, 4 FEET NORTHEAST OF A STEEL
 BK1135'WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF HIGHWAY, SET IN THE TOP OF A
 BK1135'CONCRETE POST PROJECTING 2 INCHES.  SECTION 6, T 5S, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0864 ***********************************************************************
 BK0864  DESIGNATION -  2 V 3
 BK0864  PID         -  BK0864
 BK0864  STATE/COUNTY-  LA/ALLEN
 BK0864  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0864
 BK0864                         *CURRENT SURVEY CONTROL
 BK0864  ___________________________________________________________________
 BK0864* NAD 83(1986)-  30 27 32.     (N)    092 57 42.     (W)     SCALED    
 BK0864* NAVD 88     -         9.401  (meters)      30.84   (feet)  ADJUSTED  
 BK0864  ___________________________________________________________________
 BK0864  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0864  DYNAMIC HT  -           9.389 (meters)      30.80  (feet)  COMP
 BK0864  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 BK0864
 BK0864  VERT ORDER  -  FIRST     CLASS II
 BK0864
 BK0864.The horizontal coordinates were scaled from a topographic map and have
 BK0864.an estimated accuracy of +/- 6 seconds.
 BK0864
 BK0864.The orthometric height was determined by differential leveling
 BK0864.and adjusted by the National Geodetic Survey in February 1994..
 BK0864
 BK0864.The geoid height was determined by GEOID03.
 BK0864
 BK0864.The dynamic height is computed by dividing the NAVD 88
 BK0864.geopotential number by the normal gravity value computed on the
 BK0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0864.degrees latitude (g = 980.6199 gals.).
 BK0864
 BK0864.The modeled gravity was interpolated from observed gravity values.
 BK0864
 BK0864;                    North         East    Units  Estimated Accuracy
 BK0864;SPC LA S     -   218,250.      843,630.      MT  (+/- 180 meters Scaled)
 BK0864
 BK0864                          SUPERSEDED SURVEY CONTROL
 BK0864
 BK0864  NGVD 29 (??/??/??)    9.356  (m)           30.70   (f) ADJUSTED    1 2
 BK0864
 BK0864.Superseded values are not recommended for survey control.
 BK0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0864.See file dsdata.txt to determine how the superseded data were derived.
 BK0864
 BK0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP036696(NAD 83)
 BK0864_MARKER: DD = SURVEY DISK
 BK0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0864_SP_SET: CONCRETE POST
 BK0864_STAMPING: 2V3 1969
 BK0864_MARK LOGO: LADH  
 BK0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0864+STABILITY: SURFACE MOTION
 BK0864
 BK0864  HISTORY     - Date     Condition        Report By
 BK0864  HISTORY     - 1969     MONUMENTED       LADTD
 BK0864  HISTORY     - 1986     GOOD             NGS
 BK0864  HISTORY     - 20040115 MARK NOT FOUND   USPSQD
 BK0864
 BK0864                          STATION DESCRIPTION
 BK0864
 BK0864'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0864'8.6 MI SW FROM KINDER.
 BK0864'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0864'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0864'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK0864'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE 3.4
 BK0864'MILES SOUTHWEST ALONG STATE ROUTE 383, 50 FEET SOUTHEAST OF THE
 BK0864'CENTERLINE OF STATE ROUTE 383, 45 FEET SOUTHWEST OF A POWER POLE NO.
 BK0864'LREC 86, 7 FEET SOUTHEAST OF A 3 STRAND BARBED WIRE FENCE, 1.8 FEET
 BK0864'SOUTHEAST OF A STEEL WITNESS POST, 3 FEET BELOW LEVEL OF ROADWAY, SET
 BK0864'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. SECTION 11, T 7S, R
 BK0864'6W.
 BK0864
 BK0864                          STATION RECOVERY (1986)
 BK0864
 BK0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0864'RECOVERED IN GOOD CONDITION.
 BK0864
 BK0864                          STATION RECOVERY (2004)
 BK0864
 BK0864'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1136 ***********************************************************************
 BK1136  DESIGNATION -  2 V 30 LADTD
 BK1136  PID         -  BK1136
 BK1136  STATE/COUNTY-  LA/ALLEN
 BK1136  USGS QUAD   -  PINE CHAPEL (1993)
 BK1136
 BK1136                         *CURRENT SURVEY CONTROL
 BK1136  ___________________________________________________________________
 BK1136* NAD 83(1986)-  30 39 12.     (N)    092 50 11.     (W)     SCALED    
 BK1136* NAVD 88     -        23.17   (+/-2cm)      76.0    (feet)  VERTCON   
 BK1136  ___________________________________________________________________
 BK1136  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1136
 BK1136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1136
 BK1136.The horizontal coordinates were scaled from a topographic map and have
 BK1136.an estimated accuracy of +/- 6 seconds.
 BK1136
 BK1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1136.The vertical order pertains to the NGVD 29 superseded value.
 BK1136
 BK1136.The geoid height was determined by GEOID03.
 BK1136
 BK1136;                    North         East    Units  Estimated Accuracy
 BK1136;SPC LA S     -   239,640.      855,940.      MT  (+/- 180 meters Scaled)
 BK1136
 BK1136                          SUPERSEDED SURVEY CONTROL
 BK1136
 BK1136  NGVD 29 (??/??/??)   23.153  (m)           75.96   (f) ADJUSTED    2 0
 BK1136
 BK1136.Superseded values are not recommended for survey control.
 BK1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1136.See file dsdata.txt to determine how the superseded data were derived.
 BK1136
 BK1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP156911(NAD 83)
 BK1136_MARKER: DD = SURVEY DISK
 BK1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1136_STAMPING: 2V30 1970
 BK1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1136+STABILITY: SURFACE MOTION
 BK1136
 BK1136  HISTORY     - Date     Condition        Report By
 BK1136  HISTORY     - 1970     MONUMENTED       LADTD
 BK1136
 BK1136                          STATION DESCRIPTION
 BK1136
 BK1136'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1136'5.35 MI NW FROM OBERLIN.
 BK1136'ABOUT 5.35 MILES NORTHWEST ALONG LA. 26 FROM THE MISSOURI PACIFIC
 BK1136'RAILROAD DEPOT AT OBERLIN, 88 FEET EAST OF THE CENTERLINE OF LA. 26,
 BK1136'35 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING INTO WEST BAY
 BK1136'WILDLIFE MANAGEMENT AREA, 0.7 FEET WEST OF A COMBINATION BARBED WIRE
 BK1136'AND MESH FENCE, 46 FEET EAST OF A 4 STRAND BARBED WIRE FENCE, 1.3 FEET
 BK1136'EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET IN THE TOP
 BK1136'OF A CONCRETE POST PROJECTING 4 INCHES.  SECTION 1, T 5S, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1138 ***********************************************************************
 BK1138  DESIGNATION -  2 V 31 LADTD
 BK1138  PID         -  BK1138
 BK1138  STATE/COUNTY-  LA/ALLEN
 BK1138  USGS QUAD   -  PINE CHAPEL (1993)
 BK1138
 BK1138                         *CURRENT SURVEY CONTROL
 BK1138  ___________________________________________________________________
 BK1138* NAD 83(1986)-  30 40 29.     (N)    092 51 39.     (W)     SCALED    
 BK1138* NAVD 88     -        25.15   (+/-2cm)      82.5    (feet)  VERTCON   
 BK1138  ___________________________________________________________________
 BK1138  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1138
 BK1138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1138
 BK1138.The horizontal coordinates were scaled from a topographic map and have
 BK1138.an estimated accuracy of +/- 6 seconds.
 BK1138
 BK1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1138.The vertical order pertains to the NGVD 29 superseded value.
 BK1138
 BK1138.The geoid height was determined by GEOID03.
 BK1138
 BK1138;                    North         East    Units  Estimated Accuracy
 BK1138;SPC LA S     -   242,040.      853,630.      MT  (+/- 180 meters Scaled)
 BK1138
 BK1138                          SUPERSEDED SURVEY CONTROL
 BK1138
 BK1138  NGVD 29 (??/??/??)   25.141  (m)           82.48   (f) ADJUSTED    2 0
 BK1138
 BK1138.Superseded values are not recommended for survey control.
 BK1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1138.See file dsdata.txt to determine how the superseded data were derived.
 BK1138
 BK1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP133935(NAD 83)
 BK1138_MARKER: DD = SURVEY DISK
 BK1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1138_STAMPING: 2V31 1970
 BK1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1138+STABILITY: SURFACE MOTION
 BK1138
 BK1138  HISTORY     - Date     Condition        Report By
 BK1138  HISTORY     - 1970     MONUMENTED       LADTD
 BK1138
 BK1138                          STATION DESCRIPTION
 BK1138
 BK1138'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1138'6.40 MI NW FROM OBERLIN.
 BK1138'ABOUT 6.4 MILES NORTHWEST ALONG LA. 26 FROM THE MISSOURI PACIFIC
 BK1138'RAILROAD DEPOT AT OBERLIN, 54 FEET EAST OF THE CENTERLINE OF LA. 26,
 BK1138'20 FEET NORTH OF THE CENTERLINE OF A ROAD LEADING INTO WEST BAY
 BK1138'WILDLIFE MANAGEMENT AREA, 106 FEET SOUTHEAST OF A POWER POLE, 12 FEET
 BK1138'EAST OF A 4 STRAND BARBED WIRE FENCE, 1.6 FEET SOUTHWEST OF A STEEL
 BK1138'WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET IN THE TOP OF A CONCRETE
 BK1138'POST PROJECTING 4 INCHES.  SECTION 35, T 4S, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1137 ***********************************************************************
 BK1137  DESIGNATION -  2 V 32 LADTD
 BK1137  PID         -  BK1137
 BK1137  STATE/COUNTY-  LA/ALLEN
 BK1137  USGS QUAD   -  PINE CHAPEL (1993)
 BK1137
 BK1137                         *CURRENT SURVEY CONTROL
 BK1137  ___________________________________________________________________
 BK1137* NAD 83(1986)-  30 39 51.     (N)    092 50 56.     (W)     SCALED    
 BK1137* NAVD 88     -        24.66   (+/-2cm)      80.9    (feet)  VERTCON   
 BK1137  ___________________________________________________________________
 BK1137  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK1137
 BK1137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1137
 BK1137.The horizontal coordinates were scaled from a topographic map and have
 BK1137.an estimated accuracy of +/- 6 seconds.
 BK1137
 BK1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1137.The vertical order pertains to the NGVD 29 superseded value.
 BK1137
 BK1137.The geoid height was determined by GEOID03.
 BK1137
 BK1137;                    North         East    Units  Estimated Accuracy
 BK1137;SPC LA S     -   240,850.      854,760.      MT  (+/- 180 meters Scaled)
 BK1137
 BK1137                          SUPERSEDED SURVEY CONTROL
 BK1137
 BK1137  NGVD 29 (??/??/??)   24.655  (m)           80.89   (f) ADJUSTED    2 0
 BK1137
 BK1137.Superseded values are not recommended for survey control.
 BK1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1137.See file dsdata.txt to determine how the superseded data were derived.
 BK1137
 BK1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP144923(NAD 83)
 BK1137_MARKER: DD = SURVEY DISK
 BK1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1137_STAMPING: 2V32 1970
 BK1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1137+STABILITY: SURFACE MOTION
 BK1137
 BK1137  HISTORY     - Date     Condition        Report By
 BK1137  HISTORY     - 1970     MONUMENTED       LADTD
 BK1137
 BK1137                          STATION DESCRIPTION
 BK1137
 BK1137'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1137'7.45 MI NW FROM OBERLIN.
 BK1137'ABOUT 7.45 MILES NORTHWEST ALONG LA. 26 FROM THE MISSOURI PACIFIC
 BK1137'RAILROAD DEPOT AT OBERLIN, 99 FEET EAST OF THE CENTERLINE OF LA. 26,
 BK1137'56 FEET EAST OF A 4 STRAND BARBED WIRE FENCE, 121 FEET SOUTHEAST OF
 BK1137'THE SOUTHEAST CORNER OF A 3 BARREL BOX CULVERT, 2.0 FEET EAST OF A
 BK1137'STEEL WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY, SET IN THE
 BK1137'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  SECTION 27, T 4S, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1139 ***********************************************************************
 BK1139  DESIGNATION -  2 V 33 LADTD
 BK1139  PID         -  BK1139
 BK1139  STATE/COUNTY-  LA/ALLEN
 BK1139  USGS QUAD   -  PINE CHAPEL (1993)
 BK1139
 BK1139                         *CURRENT SURVEY CONTROL
 BK1139  ___________________________________________________________________
 BK1139* NAD 83(1986)-  30 41 05.     (N)    092 52 20.     (W)     SCALED    
 BK1139* NAVD 88     -        27.79   (+/-2cm)      91.2    (feet)  VERTCON   
 BK1139  ___________________________________________________________________
 BK1139  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK1139
 BK1139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1139
 BK1139.The horizontal coordinates were scaled from a topographic map and have
 BK1139.an estimated accuracy of +/- 6 seconds.
 BK1139
 BK1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1139.The vertical order pertains to the NGVD 29 superseded value.
 BK1139
 BK1139.The geoid height was determined by GEOID03.
 BK1139
 BK1139;                    North         East    Units  Estimated Accuracy
 BK1139;SPC LA S     -   243,160.      852,550.      MT  (+/- 180 meters Scaled)
 BK1139
 BK1139                          SUPERSEDED SURVEY CONTROL
 BK1139
 BK1139  NGVD 29 (??/??/??)   27.789  (m)           91.17   (f) ADJUSTED    2 0
 BK1139
 BK1139.Superseded values are not recommended for survey control.
 BK1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1139.See file dsdata.txt to determine how the superseded data were derived.
 BK1139
 BK1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP122946(NAD 83)
 BK1139_MARKER: DD = SURVEY DISK
 BK1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1139_STAMPING: 2V33 1970
 BK1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1139+STABILITY: SURFACE MOTION
 BK1139
 BK1139  HISTORY     - Date     Condition        Report By
 BK1139  HISTORY     - 1970     MONUMENTED       LADTD
 BK1139
 BK1139                          STATION DESCRIPTION
 BK1139
 BK1139'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1139'8.40 MI NW FROM OBERLIN.
 BK1139'ABOUT 8.4 MILES NORTHWEST ALONG LA. 26 FROM THE MISSOURI PACIFIC
 BK1139'RAILROAD DEPOT AT OBERLIN, 89 FEET EAST OF THE CENTERLINE OF LA. 26,
 BK1139'30 FEET SOUTH OF A ROAD LEADING EAST, 58 FEET SOUTHEAST OF THE CENTER
 BK1139'OF A WOODEN CATTLE GUARD, 48 FEET EAST OF A 3 STRAND BARBED WIRE
 BK1139'FENCE, 113 FEET WEST OF THE NORTHWEST CORNER OF A BORROW PIT, 2.2 FEET
 BK1139'EAST OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY, SET
 BK1139'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. SECTION 27, T4S,
 BK1139'R5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1140 ***********************************************************************
 BK1140  DESIGNATION -  2 V 34 LADTD
 BK1140  PID         -  BK1140
 BK1140  STATE/COUNTY-  LA/ALLEN
 BK1140  USGS QUAD   -  MITTIE (1993)
 BK1140
 BK1140                         *CURRENT SURVEY CONTROL
 BK1140  ___________________________________________________________________
 BK1140* NAD 83(1986)-  30 41 40.     (N)    092 53 14.     (W)     SCALED    
 BK1140* NAVD 88     -        22.11   (+/-2cm)      72.5    (feet)  VERTCON   
 BK1140  ___________________________________________________________________
 BK1140  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK1140
 BK1140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1140
 BK1140.The horizontal coordinates were scaled from a topographic map and have
 BK1140.an estimated accuracy of +/- 6 seconds.
 BK1140
 BK1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1140.The vertical order pertains to the NGVD 29 superseded value.
 BK1140
 BK1140.The geoid height was determined by GEOID03.
 BK1140
 BK1140;                    North         East    Units  Estimated Accuracy
 BK1140;SPC LA S     -   244,260.      851,130.      MT  (+/- 180 meters Scaled)
 BK1140
 BK1140                          SUPERSEDED SURVEY CONTROL
 BK1140
 BK1140  NGVD 29 (??/??/??)   22.108  (m)           72.53   (f) ADJUSTED    2 0
 BK1140
 BK1140.Superseded values are not recommended for survey control.
 BK1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1140.See file dsdata.txt to determine how the superseded data were derived.
 BK1140
 BK1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP108957(NAD 83)
 BK1140_MARKER: DD = SURVEY DISK
 BK1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1140_STAMPING: 2V34 1970
 BK1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1140+STABILITY: SURFACE MOTION
 BK1140
 BK1140  HISTORY     - Date     Condition        Report By
 BK1140  HISTORY     - 1970     MONUMENTED       LADTD
 BK1140  HISTORY     - 20011229 MARK NOT FOUND   USPSQD
 BK1140
 BK1140                          STATION DESCRIPTION
 BK1140
 BK1140'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1140'9.50 MI NW FROM OBERLIN.
 BK1140'ABOUT 9.5 MILES NORTHWEST ALONG LA. 26 FROM THE MISSOURI PACIFIC
 BK1140'RAILROAD DEPOT AT OBERLIN, 113 FEET WEST OF THE CENTERLINE OF LA. 26,
 BK1140'20 FEET SOUTH OF AN ASPHALT PARISH ROAD, 31 FEET SOUTHWEST OF THE
 BK1140'CENTER OF A STEEL CATTLE GUARD, 0.9 FOOT NORTH OF A 4 STRAND BARBED
 BK1140'WIRE FENCE, 1.2 FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 BK1140'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1140'SECTION 21, T 4S, R 5W.
 BK1140
 BK1140                          STATION RECOVERY (2001)
 BK1140
 BK1140'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1141 ***********************************************************************
 BK1141  DESIGNATION -  2 V 35 LADTD
 BK1141  PID         -  BK1141
 BK1141  STATE/COUNTY-  LA/ALLEN
 BK1141  USGS QUAD   -  MITTIE (1993)
 BK1141
 BK1141                         *CURRENT SURVEY CONTROL
 BK1141  ___________________________________________________________________
 BK1141* NAD 83(1986)-  30 42 10.     (N)    092 54 00.     (W)     SCALED    
 BK1141* NAVD 88     -        21.68   (+/-2cm)      71.1    (feet)  VERTCON   
 BK1141  ___________________________________________________________________
 BK1141  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK1141
 BK1141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1141
 BK1141.The horizontal coordinates were scaled from a topographic map and have
 BK1141.an estimated accuracy of +/- 6 seconds.
 BK1141
 BK1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1141.The vertical order pertains to the NGVD 29 superseded value.
 BK1141
 BK1141.The geoid height was determined by GEOID03.
 BK1141
 BK1141;                    North         East    Units  Estimated Accuracy
 BK1141;SPC LA S     -   245,200.      849,920.      MT  (+/- 180 meters Scaled)
 BK1141
 BK1141                          SUPERSEDED SURVEY CONTROL
 BK1141
 BK1141  NGVD 29 (??/??/??)   21.687  (m)           71.15   (f) ADJUSTED    2 0
 BK1141
 BK1141.Superseded values are not recommended for survey control.
 BK1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1141.See file dsdata.txt to determine how the superseded data were derived.
 BK1141
 BK1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP095966(NAD 83)
 BK1141_MARKER: DD = SURVEY DISK
 BK1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1141_SP_SET: BRIDGE
 BK1141_STAMPING: 2V35 1970
 BK1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1141
 BK1141  HISTORY     - Date     Condition        Report By
 BK1141  HISTORY     - 1970     MONUMENTED       LADTD
 BK1141  HISTORY     - 20011229 GOOD             USPSQD
 BK1141
 BK1141                          STATION DESCRIPTION
 BK1141
 BK1141'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1141'10.45 MI NW FROM OBERLIN.
 BK1141'ABOUT 10.45 MILES NORTHWEST ALONG LA. 26 FROM THE MISSOURI PACIFIC
 BK1141'RAILROAD DEPOT AT OBERLIN, 14 FEET NORTH OF THE CENTERLINE OF LA. 26,
 BK1141'23 FEET SOUTH OF A 4 STRAND BARBED WIRE FENCE, 55 FEET NORTH OF A
 BK1141'POWER POLE, APPROXIMATELY 0.50 MILES EAST OF THE POST OFFICE AT
 BK1141'MITTIE, 1.1 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE
 BK1141'HIGHWAY, DRILLED IN SIDEWALK OF A BRIDGE ON NORTHEAST SIDE OF
 BK1141'NORTHWEST CORNER.  SECTION 17, T 4S, R 5W.
 BK1141
 BK1141                          STATION RECOVERY (2001)
 BK1141
 BK1141'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1141'WITNESS POST NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1142 ***********************************************************************
 BK1142  DESIGNATION -  2 V 36 LADTD
 BK1142  PID         -  BK1142
 BK1142  STATE/COUNTY-  LA/ALLEN
 BK1142  USGS QUAD   -  MITTIE (1993)
 BK1142
 BK1142                         *CURRENT SURVEY CONTROL
 BK1142  ___________________________________________________________________
 BK1142* NAD 83(1986)-  30 42 44.     (N)    092 54 56.     (W)     SCALED    
 BK1142* NAVD 88     -        33.47   (+/-2cm)     109.8    (feet)  VERTCON   
 BK1142  ___________________________________________________________________
 BK1142  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK1142
 BK1142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1142
 BK1142.The horizontal coordinates were scaled from a topographic map and have
 BK1142.an estimated accuracy of +/- 6 seconds.
 BK1142
 BK1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1142.The vertical order pertains to the NGVD 29 superseded value.
 BK1142
 BK1142.The geoid height was determined by GEOID03.
 BK1142
 BK1142;                    North         East    Units  Estimated Accuracy
 BK1142;SPC LA S     -   246,270.      848,440.      MT  (+/- 180 meters Scaled)
 BK1142
 BK1142                          SUPERSEDED SURVEY CONTROL
 BK1142
 BK1142  NGVD 29 (??/??/??)   33.486  (m)          109.86   (f) ADJUSTED    2 0
 BK1142
 BK1142.Superseded values are not recommended for survey control.
 BK1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1142.See file dsdata.txt to determine how the superseded data were derived.
 BK1142
 BK1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP080977(NAD 83)
 BK1142_MARKER: DD = SURVEY DISK
 BK1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1142_STAMPING: 2V36 1970
 BK1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1142+STABILITY: SURFACE MOTION
 BK1142
 BK1142  HISTORY     - Date     Condition        Report By
 BK1142  HISTORY     - 1970     MONUMENTED       LADTD
 BK1142  HISTORY     - 20011229 GOOD             USPSQD
 BK1142
 BK1142                          STATION DESCRIPTION
 BK1142
 BK1142'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1142'11.60 MI W FROM OBERLIN.
 BK1142'ABOUT 11.6 MILES WEST ALONG STATE ROUTE 26 FROM THE MISSOURI PACIFIC
 BK1142'RAILROAD DEPOT AT OBERLIN, 56 FEET SOUTH OF THE CENTERLINE OF LA. 26,
 BK1142'44 FEET NORTH OF THE CENTERLINE OF A PRIVATE DRIVE LEADING NORTHWEST,
 BK1142'36 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN CATTLE GUARD ON
 BK1142'THE PRIVATE DRIVE, 1 FOOT NORTH OF A 3 STRAND BARBED WIRE FENCE, 15.5
 BK1142'FEET SOUTHEAST OF A POLE BEARING A UNDERGROUND CABLE TROUBLE BOX, 1.2
 BK1142'FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET IN
 BK1142'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  SECTION 18, T 4S, R
 BK1142'5W.
 BK1142
 BK1142                          STATION RECOVERY (2001)
 BK1142
 BK1142'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1142'WEST OF MACKIE DUPLECHAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1149 ***********************************************************************
 BK1149  DESIGNATION -  2 V 37 LADTD
 BK1149  PID         -  BK1149
 BK1149  STATE/COUNTY-  LA/ALLEN
 BK1149  USGS QUAD   -  MITTIE (1993)
 BK1149
 BK1149                         *CURRENT SURVEY CONTROL
 BK1149  ___________________________________________________________________
 BK1149* NAD 83(1986)-  30 43 53.     (N)    092 56 38.     (W)     SCALED    
 BK1149* NAVD 88     -        33.18   (+/-2cm)     108.9    (feet)  VERTCON   
 BK1149  ___________________________________________________________________
 BK1149  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BK1149
 BK1149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1149
 BK1149.The horizontal coordinates were scaled from a topographic map and have
 BK1149.an estimated accuracy of +/- 6 seconds.
 BK1149
 BK1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1149.The vertical order pertains to the NGVD 29 superseded value.
 BK1149
 BK1149.The geoid height was determined by GEOID03.
 BK1149
 BK1149;                    North         East    Units  Estimated Accuracy
 BK1149;SPC LA S     -   248,430.      845,760.      MT  (+/- 180 meters Scaled)
 BK1149
 BK1149                          SUPERSEDED SURVEY CONTROL
 BK1149
 BK1149  NGVD 29 (??/??/??)   33.203  (m)          108.93   (f) ADJUSTED    2 0
 BK1149
 BK1149.Superseded values are not recommended for survey control.
 BK1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1149.See file dsdata.txt to determine how the superseded data were derived.
 BK1149
 BK1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP053998(NAD 83)
 BK1149_MARKER: DD = SURVEY DISK
 BK1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1149_STAMPING: 2V37 1970
 BK1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1149+STABILITY: SURFACE MOTION
 BK1149
 BK1149  HISTORY     - Date     Condition        Report By
 BK1149  HISTORY     - 1970     MONUMENTED       LADTD
 BK1149
 BK1149                          STATION DESCRIPTION
 BK1149
 BK1149'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1149'13.75 MI W FROM OBERLIN.
 BK1149'ABOUT 13.75 MILES WEST ALONG STATE ROUTE 26 FROM THE MISSOURI PACIFIC
 BK1149'RAILROAD DEPOT AT OBERLIN, 77 FEET NORTH OF THE CENTERLINE OF LA. 26,
 BK1149'27 FEET NORTHWEST OF A 3 STRAND BARBED WIRE FENCE, 72 FEET NORTHEAST
 BK1149'OF THE NORTHEAST CORNER OF A 5 CHANNEL CONCRETE CULVERT HEADWALL, 2
 BK1149'FEET NORTH OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BK1149'PROJECTING 4 INCHES.  SECTION 1, T 4S, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1150 ***********************************************************************
 BK1150  DESIGNATION -  2 V 38 LADTD
 BK1150  PID         -  BK1150
 BK1150  STATE/COUNTY-  LA/ALLEN
 BK1150  USGS QUAD   -  MITTIE (1993)
 BK1150
 BK1150                         *CURRENT SURVEY CONTROL
 BK1150  ___________________________________________________________________
 BK1150* NAD 83(1986)-  30 44 14.     (N)    092 57 10.     (W)     SCALED    
 BK1150* NAVD 88     -        36.36   (+/-2cm)     119.3    (feet)  VERTCON   
 BK1150  ___________________________________________________________________
 BK1150  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK1150
 BK1150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1150
 BK1150.The horizontal coordinates were scaled from a topographic map and have
 BK1150.an estimated accuracy of +/- 6 seconds.
 BK1150
 BK1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1150.The vertical order pertains to the NGVD 29 superseded value.
 BK1150
 BK1150.The geoid height was determined by GEOID03.
 BK1150
 BK1150;                    North         East    Units  Estimated Accuracy
 BK1150;SPC LA S     -   249,090.      844,920.      MT  (+/- 180 meters Scaled)
 BK1150
 BK1150                          SUPERSEDED SURVEY CONTROL
 BK1150
 BK1150  NGVD 29 (??/??/??)   36.386  (m)          119.38   (f) ADJUSTED    2 0
 BK1150
 BK1150.Superseded values are not recommended for survey control.
 BK1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1150.See file dsdata.txt to determine how the superseded data were derived.
 BK1150
 BK1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ045004(NAD 83)
 BK1150_MARKER: DD = SURVEY DISK
 BK1150_SETTING: 0 = UNSPECIFIED SETTING
 BK1150_STAMPING: 2V38 1970
 BK1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1150
 BK1150  HISTORY     - Date     Condition        Report By
 BK1150  HISTORY     - 1970     MONUMENTED       LADTD
 BK1150  HISTORY     - 20011229 MARK NOT FOUND   USPSQD
 BK1150
 BK1150                          STATION DESCRIPTION
 BK1150
 BK1150'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1150'14.45 MI W FROM OBERLIN.
 BK1150'ABOUT 14.45 MILES WEST ALONG STATE ROUTE 26 FROM THE MISSOURI PACIFIC
 BK1150'RAILROAD DEPOT AT OBERLIN, 79 FEET NORTH OF THE CENTERLINE OF LA. 26,
 BK1150'108 FEET NORTHEAST OF THE CENTERLINE OF LA. 377, 5 FEET NORTHEAST OF A
 BK1150'F.A.P. MARKER, 1 FOOT NORTHWEST OF A STEEL WITNESS POST, ABOUT 1 FOOT
 BK1150'BELOW LEVEL OF HIGHWAY.  SECTION 2, T4S, R6W.
 BK1150
 BK1150                          STATION RECOVERY (2001)
 BK1150
 BK1150'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1151 ***********************************************************************
 BK1151  DESIGNATION -  2 V 39 LADTD
 BK1151  PID         -  BK1151
 BK1151  STATE/COUNTY-  LA/ALLEN
 BK1151  USGS QUAD   -  MITTIE (1993)
 BK1151
 BK1151                         *CURRENT SURVEY CONTROL
 BK1151  ___________________________________________________________________
 BK1151* NAD 83(1986)-  30 44 48.     (N)    092 58 01.     (W)     SCALED    
 BK1151* NAVD 88     -        45.78   (+/-2cm)     150.2    (feet)  VERTCON   
 BK1151  ___________________________________________________________________
 BK1151  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK1151
 BK1151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1151
 BK1151.The horizontal coordinates were scaled from a topographic map and have
 BK1151.an estimated accuracy of +/- 6 seconds.
 BK1151
 BK1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1151.The vertical order pertains to the NGVD 29 superseded value.
 BK1151
 BK1151.The geoid height was determined by GEOID03.
 BK1151
 BK1151;                    North         East    Units  Estimated Accuracy
 BK1151;SPC LA S     -   250,150.      843,580.      MT  (+/- 180 meters Scaled)
 BK1151
 BK1151                          SUPERSEDED SURVEY CONTROL
 BK1151
 BK1151  NGVD 29 (??/??/??)   45.809  (m)          150.29   (f) ADJUSTED    2 0
 BK1151
 BK1151.Superseded values are not recommended for survey control.
 BK1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1151.See file dsdata.txt to determine how the superseded data were derived.
 BK1151
 BK1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ031015(NAD 83)
 BK1151_MARKER: DD = SURVEY DISK
 BK1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1151_STAMPING: 2V39 1970
 BK1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1151+STABILITY: SURFACE MOTION
 BK1151
 BK1151  HISTORY     - Date     Condition        Report By
 BK1151  HISTORY     - 1970     MONUMENTED       LADTD
 BK1151  HISTORY     - 20011229 GOOD             USPSQD
 BK1151
 BK1151                          STATION DESCRIPTION
 BK1151
 BK1151'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1151'15.55 MI W FROM OBERLIN.
 BK1151'ABOUT 15.55 MILES WEST ALONG STATE ROUTE 26 FROM THE MISSOURI PACIFIC
 BK1151'RAILROAD DEPOT AT OBERLIN, 82 FEET NORTH OF THE CENTERLINE OF LA. 26,
 BK1151'51 FEET NORTHEAST OF THE CENTERLINE OF A PARISH ROAD LEADING
 BK1151'NORTHWEST, 44 FEET EAST OF THE SOUTHEAST CORNER OF A WOODEN CATTLE
 BK1151'GUARD, 1.5 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET WEST OF A
 BK1151'COMBINATION BARBED WIRE AND MESH FENCE, 2.1 FEET NORTHEAST OF A STEEL
 BK1151'WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET IN THE TOP OF A CONCRETE
 BK1151'POST PROJECTING 6 INCHES.  SECTION 34, T3S, R6W.
 BK1151
 BK1151                          STATION RECOVERY (2001)
 BK1151
 BK1151'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0865 ***********************************************************************
 BK0865  DESIGNATION -  2 V 4
 BK0865  PID         -  BK0865
 BK0865  STATE/COUNTY-  LA/ALLEN
 BK0865  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0865
 BK0865                         *CURRENT SURVEY CONTROL
 BK0865  ___________________________________________________________________
 BK0865* NAD 83(1986)-  30 28 05.     (N)    092 56 47.     (W)     SCALED    
 BK0865* NAVD 88     -        13.724  (meters)      45.03   (feet)  ADJUSTED  
 BK0865  ___________________________________________________________________
 BK0865  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0865  DYNAMIC HT  -          13.706 (meters)      44.97  (feet)  COMP
 BK0865  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BK0865
 BK0865  VERT ORDER  -  FIRST     CLASS II
 BK0865
 BK0865.The horizontal coordinates were scaled from a topographic map and have
 BK0865.an estimated accuracy of +/- 6 seconds.
 BK0865
 BK0865.The orthometric height was determined by differential leveling
 BK0865.and adjusted by the National Geodetic Survey in February 1994..
 BK0865
 BK0865.The geoid height was determined by GEOID03.
 BK0865
 BK0865.The dynamic height is computed by dividing the NAVD 88
 BK0865.geopotential number by the normal gravity value computed on the
 BK0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0865.degrees latitude (g = 980.6199 gals.).
 BK0865
 BK0865.The modeled gravity was interpolated from observed gravity values.
 BK0865
 BK0865;                    North         East    Units  Estimated Accuracy
 BK0865;SPC LA S     -   219,240.      845,110.      MT  (+/- 180 meters Scaled)
 BK0865
 BK0865                          SUPERSEDED SURVEY CONTROL
 BK0865
 BK0865  NGVD 29 (??/??/??)   13.680  (m)           44.88   (f) ADJUSTED    1 2
 BK0865
 BK0865.Superseded values are not recommended for survey control.
 BK0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0865.See file dsdata.txt to determine how the superseded data were derived.
 BK0865
 BK0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP051706(NAD 83)
 BK0865_MARKER: DD = SURVEY DISK
 BK0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0865_SP_SET: CONCRETE POST
 BK0865_STAMPING: 2V4 1969
 BK0865_MARK LOGO: LADH  
 BK0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0865+STABILITY: SURFACE MOTION
 BK0865
 BK0865  HISTORY     - Date     Condition        Report By
 BK0865  HISTORY     - 1969     MONUMENTED       LADTD
 BK0865  HISTORY     - 1986     GOOD             NGS
 BK0865  HISTORY     - 20040115 GOOD             USPSQD
 BK0865
 BK0865                          STATION DESCRIPTION
 BK0865
 BK0865'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0865'7.5 MI SW FROM KINDER.
 BK0865'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0865'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0865'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK0865'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE
 BK0865'2.30 MILES SOUTHWEST ALONG STATE ROUTE 383, 150 FEET NORTH OF THE
 BK0865'NORTHWEST CORNER OF A WOOD FRAME HOUSE BELONGING TO A MR. CLIFFORD
 BK0865'SAVANT, 39 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 383, 56
 BK0865'FEET SOUTHEAST OF A POWER POLE NO. LREC 74, 1 FOOT SOUTH OF A
 BK0865'COMBINATION MESH AND BARBED WIRE FENCE, 1.4 FEET SOUTHEAST OF A STEEL
 BK0865'WITNESS POST, ABOUT LEVEL WITH ROADWAY, SET IN THE TOP OF A CONCRETE
 BK0865'POST PROJECTING 2 INCHES.  SECTION 2, T 7S, R 6W.
 BK0865
 BK0865                          STATION RECOVERY (1986)
 BK0865
 BK0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0865'RECOVERED IN GOOD CONDITION.
 BK0865
 BK0865                          STATION RECOVERY (2004)
 BK0865
 BK0865'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1217 ***********************************************************************
 BK1217  DESIGNATION -  2 V 40 LADTD
 BK1217  PID         -  BK1217
 BK1217  STATE/COUNTY-  LA/ALLEN
 BK1217  USGS QUAD   -  STEEP GULLY (1972)
 BK1217
 BK1217                         *CURRENT SURVEY CONTROL
 BK1217  ___________________________________________________________________
 BK1217* NAD 83(1986)-  30 52 46.     (N)    092 48 13.     (W)     SCALED    
 BK1217* NAVD 88     -        48.10   (+/-2cm)     157.8    (feet)  VERTCON   
 BK1217  ___________________________________________________________________
 BK1217  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK1217
 BK1217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1217
 BK1217.The horizontal coordinates were scaled from a topographic map and have
 BK1217.an estimated accuracy of +/- 6 seconds.
 BK1217
 BK1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1217.The vertical order pertains to the NGVD 29 superseded value.
 BK1217
 BK1217.The geoid height was determined by GEOID03.
 BK1217
 BK1217;                    North         East    Units  Estimated Accuracy
 BK1217;SPC LA S     -   264,660.      859,400.      MT  (+/- 180 meters Scaled)
 BK1217
 BK1217                          SUPERSEDED SURVEY CONTROL
 BK1217
 BK1217  NGVD 29 (??/??/??)   48.102  (m)          157.81   (f) ADJUSTED    2 0
 BK1217
 BK1217.Superseded values are not recommended for survey control.
 BK1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1217.See file dsdata.txt to determine how the superseded data were derived.
 BK1217
 BK1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ187162(NAD 83)
 BK1217_MARKER: DD = SURVEY DISK
 BK1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1217_STAMPING: 2V40 1969
 BK1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1217+STABILITY: SURFACE MOTION
 BK1217
 BK1217  HISTORY     - Date     Condition        Report By
 BK1217  HISTORY     - 1969     MONUMENTED       LADTD
 BK1217
 BK1217                          STATION DESCRIPTION
 BK1217
 BK1217'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1217'1.1 MI N FROM ELIZABETH.
 BK1217'ABOUT 1.1 MILES NORTH ALONG LOUISIANA HIGHWAY 112.  1.0 MILE WEST
 BK1217'ALONG LOUISIANA HIGHWAY 10 FROM THE POST OFFICE AT ELIZABETH.  80 FEET
 BK1217'SOUTH SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 10.  63 FEET
 BK1217'SOUTH SOUTHWEST OF THE SOUTH HEADWALL OF A 4X4 FT. CONCRETE BOX
 BK1217'CULVERT UNDER LOUISIANA HIGHWAY 10.  17 FEET NORTH OF THE NORTH RAIL
 BK1217'OF A RAILROAD SPUR LOCATED IN THE NORTH HEADWALL OF A TRIPLE 36 INCH
 BK1217'CONCRETE PIPE UNDER RAILROAD.  DISK IN THE TOP OF A CONCRETE POST
 BK1217'PROJECTING 1 INCH.  A STEEL WITNESS POST IS SET 5 FEET EAST OF THE
 BK1217'MARK.  SECTION 17, T 2S, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1216 ***********************************************************************
 BK1216  DESIGNATION -  2 V 42 LADTD
 BK1216  PID         -  BK1216
 BK1216  STATE/COUNTY-  LA/ALLEN
 BK1216  USGS QUAD   -  STEEP GULLY (1972)
 BK1216
 BK1216                         *CURRENT SURVEY CONTROL
 BK1216  ___________________________________________________________________
 BK1216* NAD 83(1986)-  30 53 19.     (N)    092 49 05.     (W)     SCALED    
 BK1216* NAVD 88     -        45.77   (+/-2cm)     150.2    (feet)  VERTCON   
 BK1216  ___________________________________________________________________
 BK1216  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BK1216
 BK1216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1216
 BK1216.The horizontal coordinates were scaled from a topographic map and have
 BK1216.an estimated accuracy of +/- 6 seconds.
 BK1216
 BK1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1216.The vertical order pertains to the NGVD 29 superseded value.
 BK1216
 BK1216.The geoid height was determined by GEOID03.
 BK1216
 BK1216;                    North         East    Units  Estimated Accuracy
 BK1216;SPC LA S     -   265,690.      858,040.      MT  (+/- 180 meters Scaled)
 BK1216
 BK1216                          SUPERSEDED SURVEY CONTROL
 BK1216
 BK1216  NGVD 29 (??/??/??)   45.782  (m)          150.20   (f) ADJUSTED    2 0
 BK1216
 BK1216.Superseded values are not recommended for survey control.
 BK1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1216.See file dsdata.txt to determine how the superseded data were derived.
 BK1216
 BK1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ173172(NAD 83)
 BK1216_MARKER: DD = SURVEY DISK
 BK1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1216_STAMPING: 2V42 1969
 BK1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1216+STABILITY: SURFACE MOTION
 BK1216
 BK1216  HISTORY     - Date     Condition        Report By
 BK1216  HISTORY     - 1969     MONUMENTED       LADTD
 BK1216
 BK1216                          STATION DESCRIPTION
 BK1216
 BK1216'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1216'2.3 MI NW FROM ELIZABETH.
 BK1216'ABOUT 2.30 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 1156 AND LOUISIANA
 BK1216'HIGHWAY 10 FROM THE POST OFFICE AT ELIZABETH.  1.05 MILES WEST OF B.M.
 BK1216'2V40.  0.70 MILES WEST OF JUNCTION OF LOUISIANA HIGHWAY 1156 AND
 BK1216'LOUISIANA HIGHWAY 10.  81 FEET NORTH OF CENTERLINE OF LOUISIANA
 BK1216'HIGHWAY 10.  52 FEET NORTH OF 4 STRAND BARB WIRE FENCE.  5 FEET SOUTH
 BK1216'OF A 16 INCH PINE TREE.  0.15 MILES EAST OF A CONCRETE PIPE UNDER
 BK1216'LOUISIANA HIGHWAY 10.  0.40 MILES EAST OF ALLEN AND VERNON PARISH
 BK1216'LINE.  DISK IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.  A STEEL
 BK1216'WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.  SECTION 18, T 2S, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1125 ***********************************************************************
 BK1125  DESIGNATION -  2 V 43 LADTD
 BK1125  PID         -  BK1125
 BK1125  STATE/COUNTY-  LA/ALLEN
 BK1125  USGS QUAD   -  SOILEAU (1986)
 BK1125
 BK1125                         *CURRENT SURVEY CONTROL
 BK1125  ___________________________________________________________________
 BK1125* NAD 83(1986)-  30 35 23.     (N)    092 40 15.     (W)     SCALED    
 BK1125* NAVD 88     -        21.37   (+/-2cm)      70.1    (feet)  VERTCON   
 BK1125  ___________________________________________________________________
 BK1125  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK1125
 BK1125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1125
 BK1125.The horizontal coordinates were scaled from a topographic map and have
 BK1125.an estimated accuracy of +/- 6 seconds.
 BK1125
 BK1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1125.The vertical order pertains to the NGVD 29 superseded value.
 BK1125
 BK1125.The geoid height was determined by GEOID03.
 BK1125
 BK1125;                    North         East    Units  Estimated Accuracy
 BK1125;SPC LA S     -   232,390.      871,730.      MT  (+/- 180 meters Scaled)
 BK1125
 BK1125                          SUPERSEDED SURVEY CONTROL
 BK1125
 BK1125  NGVD 29 (??/??/??)   21.332  (m)           69.99   (f) ADJUSTED    2 0
 BK1125
 BK1125.Superseded values are not recommended for survey control.
 BK1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1125.See file dsdata.txt to determine how the superseded data were derived.
 BK1125
 BK1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315841(NAD 83)
 BK1125_MARKER: DD = SURVEY DISK
 BK1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1125_STAMPING: 2V43 1970
 BK1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1125+STABILITY: SURFACE MOTION
 BK1125
 BK1125  HISTORY     - Date     Condition        Report By
 BK1125  HISTORY     - 1970     MONUMENTED       LADTD
 BK1125  HISTORY     - 20041203 GOOD             USPSQD
 BK1125
 BK1125                          STATION DESCRIPTION
 BK1125
 BK1125'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1125'7.50 MI SE FROM OBERLIN.
 BK1125'ABOUT 7.5 MILES SOUTHEAST ALONG STATE ROUTE 26 FROM THE COURTHOUSE AT
 BK1125'OBERLIN, 47 FEET EAST OF THE CENTERLINE OF LA. 26, 48 FEET SOUTH OF
 BK1125'THE CENTERLINE OF LA. 104, 8 FEET SOUTHEAST OF A POWER POLE,
 BK1125'APPROXIMATELY 0.05 MILE SOUTH OF A ONE STORY WOOD FRAME HOUSE, 1.3
 BK1125'FEET NORTHWEST OF A 4 STRAND BARBED WIRE FENCE.  THIS BENCH MARK MAY
 BK1125'ALSO BE REACHED BY ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE
 BK1125'EAST ONE OF TWO RICE DRYERS EAST OF ELTON, THENCE 7.0 MILES NORTH
 BK1125'ALONG STATE ROUTE 26.  IT IS 2 FEET NORTHWEST OF A STEEL WITNESS POST,
 BK1125'ABOUT LEVEL WITH ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BK1125'4 INCHES.  SECTION 27, T 5S, R 3W.
 BK1125
 BK1125                          STATION RECOVERY (2004)
 BK1125
 BK1125'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1123 ***********************************************************************
 BK1123  DESIGNATION -  2 V 48 LADTD
 BK1123  PID         -  BK1123
 BK1123  STATE/COUNTY-  LA/ALLEN
 BK1123  USGS QUAD   -  SOILEAU (1986)
 BK1123
 BK1123                         *CURRENT SURVEY CONTROL
 BK1123  ___________________________________________________________________
 BK1123* NAD 83(1986)-  30 33 59.     (N)    092 40 18.     (W)     SCALED    
 BK1123* NAVD 88     -        20.97   (+/-2cm)      68.8    (feet)  VERTCON   
 BK1123  ___________________________________________________________________
 BK1123  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK1123
 BK1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1123
 BK1123.The horizontal coordinates were scaled from a topographic map and have
 BK1123.an estimated accuracy of +/- 6 seconds.
 BK1123
 BK1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1123.The vertical order pertains to the NGVD 29 superseded value.
 BK1123
 BK1123.The geoid height was determined by GEOID03.
 BK1123
 BK1123;                    North         East    Units  Estimated Accuracy
 BK1123;SPC LA S     -   229,800.      871,620.      MT  (+/- 180 meters Scaled)
 BK1123
 BK1123                          SUPERSEDED SURVEY CONTROL
 BK1123
 BK1123  NGVD 29 (??/??/??)   20.922  (m)           68.64   (f) ADJUSTED    2 0
 BK1123
 BK1123.Superseded values are not recommended for survey control.
 BK1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1123.See file dsdata.txt to determine how the superseded data were derived.
 BK1123
 BK1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP314815(NAD 83)
 BK1123_MARKER: DD = SURVEY DISK
 BK1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1123_STAMPING: 2V48 1970
 BK1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1123+STABILITY: SURFACE MOTION
 BK1123
 BK1123  HISTORY     - Date     Condition        Report By
 BK1123  HISTORY     - 1970     MONUMENTED       LADTD
 BK1123  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 BK1123
 BK1123                          STATION DESCRIPTION
 BK1123
 BK1123'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1123'6.00 MI NE FROM ELTON.
 BK1123'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1123'DRYERS EAST OF ELTON, THENCE 5.9 MILES NORTH ALONG STATE ROUTE 26, 40
 BK1123'FEET WEST OF THE CENTERLINE OF LA. 26, 1 FOOT EAST OF A 4 STRAND
 BK1123'BARBED WIRE FENCE, 36 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE
 BK1123'LEADING WEST, 60 FEET NORTH OF A POWER POLE NO. 165, 4 FEET NORTH OF A
 BK1123'LDH R/W MARKER, 1.4 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL
 BK1123'WITH ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BK1123'SECTION 5, T 6S, R 3W.
 BK1123
 BK1123                          STATION RECOVERY (2004)
 BK1123
 BK1123'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1129 ***********************************************************************
 BK1129  DESIGNATION -  2 V 49 LADTD
 BK1129  PID         -  BK1129
 BK1129  STATE/COUNTY-  LA/ALLEN
 BK1129  USGS QUAD   -  SOILEAU (1986)
 BK1129
 BK1129                         *CURRENT SURVEY CONTROL
 BK1129  ___________________________________________________________________
 BK1129* NAD 83(1986)-  30 36 39.     (N)    092 43 03.     (W)     SCALED    
 BK1129* NAVD 88     -        22.40   (+/-2cm)      73.5    (feet)  VERTCON   
 BK1129  ___________________________________________________________________
 BK1129  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1129
 BK1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1129
 BK1129.The horizontal coordinates were scaled from a topographic map and have
 BK1129.an estimated accuracy of +/- 6 seconds.
 BK1129
 BK1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1129.The vertical order pertains to the NGVD 29 superseded value.
 BK1129
 BK1129.The geoid height was determined by GEOID03.
 BK1129
 BK1129;                    North         East    Units  Estimated Accuracy
 BK1129;SPC LA S     -   234,780.      867,280.      MT  (+/- 180 meters Scaled)
 BK1129
 BK1129                          SUPERSEDED SURVEY CONTROL
 BK1129
 BK1129  NGVD 29 (??/??/??)   22.367  (m)           73.38   (f) ADJUSTED    2 0
 BK1129
 BK1129.Superseded values are not recommended for survey control.
 BK1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1129.See file dsdata.txt to determine how the superseded data were derived.
 BK1129
 BK1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP270865(NAD 83)
 BK1129_MARKER: DD = SURVEY DISK
 BK1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1129_STAMPING: 2V49 1970
 BK1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1129+STABILITY: SURFACE MOTION
 BK1129
 BK1129  HISTORY     - Date     Condition        Report By
 BK1129  HISTORY     - 1970     MONUMENTED       LADTD
 BK1129  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 BK1129
 BK1129                          STATION DESCRIPTION
 BK1129
 BK1129'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1129'3.30 MI SE FROM OBERLIN.
 BK1129'ABOUT 3.3 MILES SOUTHEAST ALONG STATE ROUTE 26 FROM THE COURTHOUSE AT
 BK1129'OBERLIN, 93 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 53 FEET WEST
 BK1129'OF THE CENTERLINE OF A PRIVATE DRIVE, 11 FEET NORTH OF THE CENTER OF A
 BK1129'DOUBLE SWINGING STEEL GATES, 143 FEET NORTHWEST OF THE NORTHWEST
 BK1129'CORNER OF A BRICK VENEER HOUSE BELONGING TO MR. CLARENCE MEAUX, 1 FOOT
 BK1129'WEST OF A COMBINATION BARBED WIRE AND MESH FENCE, 1 FOOT NORTH OF A
 BK1129'STEEL WITNESS POST, ABOUT LEVEL WITH ROADWAY, SET IN THE TOP OF A
 BK1129'CONCRETE POST PROJECTING 4 INCHES.  SECTION 19, T 5S, R 3W.
 BK1129
 BK1129                          STATION RECOVERY (2004)
 BK1129
 BK1129'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0867 ***********************************************************************
 BK0867  DESIGNATION -  2 V 5
 BK0867  PID         -  BK0867
 BK0867  STATE/COUNTY-  LA/ALLEN
 BK0867  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0867
 BK0867                         *CURRENT SURVEY CONTROL
 BK0867  ___________________________________________________________________
 BK0867* NAD 83(1986)-  30 28 40.     (N)    092 55 45.     (W)     SCALED    
 BK0867* NAVD 88     -        11.878  (meters)      38.97   (feet)  ADJUSTED  
 BK0867  ___________________________________________________________________
 BK0867  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0867  DYNAMIC HT  -          11.862 (meters)      38.92  (feet)  COMP
 BK0867  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BK0867
 BK0867  VERT ORDER  -  FIRST     CLASS II
 BK0867
 BK0867.The horizontal coordinates were scaled from a topographic map and have
 BK0867.an estimated accuracy of +/- 6 seconds.
 BK0867
 BK0867.The orthometric height was determined by differential leveling
 BK0867.and adjusted by the National Geodetic Survey in February 1994..
 BK0867
 BK0867.The geoid height was determined by GEOID03.
 BK0867
 BK0867.The dynamic height is computed by dividing the NAVD 88
 BK0867.geopotential number by the normal gravity value computed on the
 BK0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0867.degrees latitude (g = 980.6199 gals.).
 BK0867
 BK0867.The modeled gravity was interpolated from observed gravity values.
 BK0867
 BK0867;                    North         East    Units  Estimated Accuracy
 BK0867;SPC LA S     -   220,300.      846,780.      MT  (+/- 180 meters Scaled)
 BK0867
 BK0867                          SUPERSEDED SURVEY CONTROL
 BK0867
 BK0867  NGVD 29 (??/??/??)   11.831  (m)           38.82   (f) ADJUSTED    1 2
 BK0867
 BK0867.Superseded values are not recommended for survey control.
 BK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0867.See file dsdata.txt to determine how the superseded data were derived.
 BK0867
 BK0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP067717(NAD 83)
 BK0867_MARKER: DD = SURVEY DISK
 BK0867_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK0867_SP_SET: SIDEWALK
 BK0867_STAMPING: 2V5 1969
 BK0867_MARK LOGO: LADH  
 BK0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0867
 BK0867  HISTORY     - Date     Condition        Report By
 BK0867  HISTORY     - 1969     MONUMENTED       LADTD
 BK0867  HISTORY     - 1986     GOOD             NGS
 BK0867  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0867
 BK0867                          STATION DESCRIPTION
 BK0867
 BK0867'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0867'6.3 MI SW FROM KINDER.
 BK0867'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0867'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0867'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK0867'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE 1.1
 BK0867'MILE SOUTHWEST ALONG STATE ROUTE 383, 125 FEET NORTHEAST OF A POWER
 BK0867'POLE NO. LREC 60, 75 FEET SOUTHWEST OF THE SOUTHEAST END OF THE BRIDGE
 BK0867'FROM THE CENTERLINE OF THE KINDER DITCH, 13 FEET SOUTHEAST OF THE
 BK0867'CENTERLINE OF STATE ROUTE 383, 4.2 FEET NORTHWEST OF A STEEL WITNESS
 BK0867'POST, SET IN SIDEWALK OF THE SOUTHEAST END OF THE BRIDGE. SECTION 31,
 BK0867'T 7S, R 5W.
 BK0867
 BK0867                          STATION RECOVERY (1986)
 BK0867
 BK0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0867'RECOVERED IN GOOD CONDITION.
 BK0867
 BK0867                          STATION RECOVERY (2002)
 BK0867
 BK0867'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2398 ***********************************************************************
 BK2398  DESIGNATION -  2 V 50
 BK2398  PID         -  BK2398
 BK2398  STATE/COUNTY-  LA/ALLEN
 BK2398  USGS QUAD   -  KINDER (1994)
 BK2398
 BK2398                         *CURRENT SURVEY CONTROL
 BK2398  ___________________________________________________________________
 BK2398* NAD 83(1986)-  30 28 55.     (N)    092 47 31.     (W)     SCALED    
 BK2398* NAVD 88     -        13.911  (meters)      45.64   (feet)  ADJUSTED  
 BK2398  ___________________________________________________________________
 BK2398  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2398  DYNAMIC HT  -          13.892 (meters)      45.58  (feet)  COMP
 BK2398  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BK2398
 BK2398  VERT ORDER  -  SECOND    CLASS II
 BK2398
 BK2398.The horizontal coordinates were scaled from a topographic map and have
 BK2398.an estimated accuracy of +/- 6 seconds.
 BK2398
 BK2398.The orthometric height was determined by differential leveling
 BK2398.and adjusted by the National Geodetic Survey in February 1994..
 BK2398
 BK2398.The geoid height was determined by GEOID03.
 BK2398
 BK2398.The dynamic height is computed by dividing the NAVD 88
 BK2398.geopotential number by the normal gravity value computed on the
 BK2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2398.degrees latitude (g = 980.6199 gals.).
 BK2398
 BK2398.The modeled gravity was interpolated from observed gravity values.
 BK2398
 BK2398;                    North         East    Units  Estimated Accuracy
 BK2398;SPC LA S     -   220,580.      859,960.      MT  (+/- 180 meters Scaled)
 BK2398
 BK2398                          SUPERSEDED SURVEY CONTROL
 BK2398
 BK2398.No superseded survey control is available for this station.
 BK2398
 BK2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP199722(NAD 83)
 BK2398_MARKER: DB = BENCH MARK DISK
 BK2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2398_SP_SET: CONCRETE POST
 BK2398_STAMPING: 2V50 1982
 BK2398_MARK LOGO: LADH  
 BK2398_PROJECTION: FLUSH
 BK2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2398+STABILITY: SURFACE MOTION
 BK2398
 BK2398  HISTORY     - Date     Condition        Report By
 BK2398  HISTORY     - 1982     MONUMENTED       LADTD
 BK2398  HISTORY     - 20031105 GOOD             USPSQD
 BK2398
 BK2398                          STATION DESCRIPTION
 BK2398
 BK2398'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2398'4.7 KM (2.9 MI) EAST FROM KINDER.
 BK2398'ABOUT 0.8 KM (0.50 MI) SOUTH ALONG US HIGHWAY 165 FROM THE POST OFFICE
 BK2398'IN KINDER TO THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY 383,
 BK2398'THENCE ABOUT 1.6 KM (1 MI) EAST ALONG STATE HIGHWAY 383 TO THE
 BK2398'INTERSECTION OF STATE HIGHWAY 383 AND US HIGHWAY 190, THENCE ABOUT
 BK2398'4.7 KM (2.9 MI) EAST ALONG US HIGHWAY 190 TO THE MARK ON THE LEFT NEAR
 BK2398'A GRAVEL ROAD, 27.4 METERS (90 FT) WEST OF A RIGHT-OF-WAY MARKER,
 BK2398'15.8 METERS (52 FT) NORTH OF THE CENTER OF US HIGHWAY 190, 9 METERS
 BK2398'(29.5 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 7.3 METERS (24 FT)
 BK2398'NORTH-NORTHEAST OF THE EAST END OF A CEMENT CULVERT UNDER THE GRAVEL
 BK2398'ROAD.
 BK2398'THE MARK IS 0.91 METERS  S FROM  POWER POLN NO. 13695
 BK2398'THE MARK IS ABOVE LEVEL WITH US HIGHWAY 190.
 BK2398
 BK2398                          STATION RECOVERY (2003)
 BK2398
 BK2398'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2399 ***********************************************************************
 BK2399  DESIGNATION -  2 V 51
 BK2399  PID         -  BK2399
 BK2399  STATE/COUNTY-  LA/ALLEN
 BK2399  USGS QUAD   -  KINDER (1994)
 BK2399
 BK2399                         *CURRENT SURVEY CONTROL
 BK2399  ___________________________________________________________________
 BK2399* NAD 83(1986)-  30 28 53.     (N)    092 48 31.     (W)     SCALED    
 BK2399* NAVD 88     -        13.276  (meters)      43.56   (feet)  ADJUSTED  
 BK2399  ___________________________________________________________________
 BK2399  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2399  DYNAMIC HT  -          13.259 (meters)      43.50  (feet)  COMP
 BK2399  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 BK2399
 BK2399  VERT ORDER  -  SECOND    CLASS II
 BK2399
 BK2399.The horizontal coordinates were scaled from a topographic map and have
 BK2399.an estimated accuracy of +/- 6 seconds.
 BK2399
 BK2399.The orthometric height was determined by differential leveling
 BK2399.and adjusted by the National Geodetic Survey in February 1994..
 BK2399
 BK2399.The geoid height was determined by GEOID03.
 BK2399
 BK2399.The dynamic height is computed by dividing the NAVD 88
 BK2399.geopotential number by the normal gravity value computed on the
 BK2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2399.degrees latitude (g = 980.6199 gals.).
 BK2399
 BK2399.The modeled gravity was interpolated from observed gravity values.
 BK2399
 BK2399;                    North         East    Units  Estimated Accuracy
 BK2399;SPC LA S     -   220,540.      858,360.      MT  (+/- 180 meters Scaled)
 BK2399
 BK2399                          SUPERSEDED SURVEY CONTROL
 BK2399
 BK2399.No superseded survey control is available for this station.
 BK2399
 BK2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP183721(NAD 83)
 BK2399_MARKER: DB = BENCH MARK DISK
 BK2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2399_SP_SET: CONCRETE POST
 BK2399_STAMPING: 2V51 1982
 BK2399_MARK LOGO: LADH  
 BK2399_PROJECTION: FLUSH
 BK2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2399+STABILITY: SURFACE MOTION
 BK2399
 BK2399  HISTORY     - Date     Condition        Report By
 BK2399  HISTORY     - 1982     MONUMENTED       LADTD
 BK2399  HISTORY     - 20031105 GOOD             USPSQD
 BK2399
 BK2399                          STATION DESCRIPTION
 BK2399
 BK2399'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2399'2.9 KM (1.8 MI) EAST FROM KINDER.
 BK2399'ABOUT 0.8 KM (0.50 MI) SOUTH ALONG US HIGHWAY 165 FROM THE POST OFFICE
 BK2399'IN KINDER TO THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY 383,
 BK2399'THENCE ABOUT 1.6 KM (1 MI) EAST ALONG STATE HIGHWAY 383 TO THE
 BK2399'INTERSECTION OF STATE HIGHWAY 383 AND US HIGHWAY 190, THENCE ABOUT
 BK2399'2.6 KM (1.6 MI) EAST ALONG US HIGHWAY 190 TO THE MARK ON THE RIGHT AT
 BK2399'A POWER RELAY STATION, 39.5 METERS (129.5 FT) SOUTH OF THE CENTER OF
 BK2399'US HIGHWAY 190, 8.5 METERS (28 FT) EAST OF THE CENTER OF A GRAVEL
 BK2399'ROAD, 1.4 METERS (4.5 FT) EAST OF THE NORTHWEST CORNER OF THE RELAY
 BK2399'STATION CHAIN LINK FENCE.
 BK2399'THE MARK IS 0.15 METERS  N FROM  CHAIN LINK FENCE
 BK2399'THE MARK IS ABOVE LEVEL WITH US HIGHWAY 190.
 BK2399
 BK2399                          STATION RECOVERY (2003)
 BK2399
 BK2399'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2400 ***********************************************************************
 BK2400  DESIGNATION -  2 V 52
 BK2400  PID         -  BK2400
 BK2400  STATE/COUNTY-  LA/ALLEN
 BK2400  USGS QUAD   -  KINDER (1994)
 BK2400
 BK2400                         *CURRENT SURVEY CONTROL
 BK2400  ___________________________________________________________________
 BK2400* NAD 83(1986)-  30 28 56.     (N)    092 49 15.     (W)     SCALED    
 BK2400* NAVD 88     -        13.709  (meters)      44.98   (feet)  ADJUSTED  
 BK2400  ___________________________________________________________________
 BK2400  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2400  DYNAMIC HT  -          13.691 (meters)      44.92  (feet)  COMP
 BK2400  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BK2400
 BK2400  VERT ORDER  -  SECOND    CLASS II
 BK2400
 BK2400.The horizontal coordinates were scaled from a topographic map and have
 BK2400.an estimated accuracy of +/- 6 seconds.
 BK2400
 BK2400.The orthometric height was determined by differential leveling
 BK2400.and adjusted by the National Geodetic Survey in February 1994..
 BK2400
 BK2400.The geoid height was determined by GEOID03.
 BK2400
 BK2400.The dynamic height is computed by dividing the NAVD 88
 BK2400.geopotential number by the normal gravity value computed on the
 BK2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2400.degrees latitude (g = 980.6199 gals.).
 BK2400
 BK2400.The modeled gravity was interpolated from observed gravity values.
 BK2400
 BK2400;                    North         East    Units  Estimated Accuracy
 BK2400;SPC LA S     -   220,650.      857,190.      MT  (+/- 180 meters Scaled)
 BK2400
 BK2400                          SUPERSEDED SURVEY CONTROL
 BK2400
 BK2400.No superseded survey control is available for this station.
 BK2400
 BK2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP171722(NAD 83)
 BK2400_MARKER: DB = BENCH MARK DISK
 BK2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2400_SP_SET: CONCRETE POST
 BK2400_STAMPING: 2V52 1982
 BK2400_MARK LOGO: LADH  
 BK2400_PROJECTION: FLUSH
 BK2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2400+STABILITY: SURFACE MOTION
 BK2400
 BK2400  HISTORY     - Date     Condition        Report By
 BK2400  HISTORY     - 1982     MONUMENTED       LADTD
 BK2400  HISTORY     - 20031105 GOOD             USPSQD
 BK2400
 BK2400                          STATION DESCRIPTION
 BK2400
 BK2400'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2400'1.7 KM (1.05 MI) EAST FROM KINDER.
 BK2400'ABOUT 0.8 KM (0.50 MI) SOUTH ALONG US HIGHWAY 165 FROM THE POST OFFICE
 BK2400'IN KINDER TO THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY 383,
 BK2400'THENCE ABOUT 1.6 KM (1 MI) EAST ALONG STATE HIGHWAY 383 TO THE
 BK2400'INTERSECTION OF STATE HIGHWAY 383 AND US HIGHWAY 190, THENCE ABOUT
 BK2400'1.3 KM (0.80 MI) EAST ALONG US HIGHWAY 190 TO THE MARK ON THE LEFT
 BK2400'BETWEEN A CANAL AND A GRAVEL ROAD, 21.3 METERS (70 FT) NORTH OF THE
 BK2400'CENTER OF US HIGHWAY 190, 7.5 METERS (24.5 FT) WEST-NORTHWEST OF A
 BK2400'POWER POLE NUMBER 20-7716, 4.7 METERS (15.5 FT) WEST-SOUTHWEST OF THE
 BK2400'CENTER OF A METAL GATE.
 BK2400'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BK2400'THE MARK IS 0.61 M BELOW US HIGHWAY 190.
 BK2400
 BK2400                          STATION RECOVERY (2003)
 BK2400
 BK2400'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2401 ***********************************************************************
 BK2401  DESIGNATION -  2 V 53
 BK2401  PID         -  BK2401
 BK2401  STATE/COUNTY-  LA/ALLEN
 BK2401  USGS QUAD   -  KINDER (1994)
 BK2401
 BK2401                         *CURRENT SURVEY CONTROL
 BK2401  ___________________________________________________________________
 BK2401* NAD 83(1986)-  30 28 54.     (N)    092 50 36.     (W)     SCALED    
 BK2401* NAVD 88     -        13.459  (meters)      44.16   (feet)  ADJUSTED  
 BK2401  ___________________________________________________________________
 BK2401  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2401  DYNAMIC HT  -          13.441 (meters)      44.10  (feet)  COMP
 BK2401  MODELED GRAV-     979,339.8   (mgal)                       NAVD 88
 BK2401
 BK2401  VERT ORDER  -  SECOND    CLASS II
 BK2401
 BK2401.The horizontal coordinates were scaled from a topographic map and have
 BK2401.an estimated accuracy of +/- 6 seconds.
 BK2401
 BK2401.The orthometric height was determined by differential leveling
 BK2401.and adjusted by the National Geodetic Survey in February 1994..
 BK2401
 BK2401.The geoid height was determined by GEOID03.
 BK2401
 BK2401.The dynamic height is computed by dividing the NAVD 88
 BK2401.geopotential number by the normal gravity value computed on the
 BK2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2401.degrees latitude (g = 980.6199 gals.).
 BK2401
 BK2401.The modeled gravity was interpolated from observed gravity values.
 BK2401
 BK2401;                    North         East    Units  Estimated Accuracy
 BK2401;SPC LA S     -   220,610.      855,020.      MT  (+/- 180 meters Scaled)
 BK2401
 BK2401                          SUPERSEDED SURVEY CONTROL
 BK2401
 BK2401.No superseded survey control is available for this station.
 BK2401
 BK2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP150721(NAD 83)
 BK2401_MARKER: DB = BENCH MARK DISK
 BK2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2401_SP_SET: CONCRETE POST
 BK2401_STAMPING: 2V53 1982
 BK2401_MARK LOGO: LADH  
 BK2401_PROJECTION: FLUSH
 BK2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2401+STABILITY: SURFACE MOTION
 BK2401
 BK2401  HISTORY     - Date     Condition        Report By
 BK2401  HISTORY     - 1982     MONUMENTED       LADTD
 BK2401  HISTORY     - 20021102 GOOD             USPSQD
 BK2401
 BK2401                          STATION DESCRIPTION
 BK2401
 BK2401'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2401'IN KINDER.
 BK2401'ABOUT 0.8 KM (0.50 MI) SOUTH ALONG US HIGHWAY 165 FROM THE POST OFFICE
 BK2401'IN KINDER TO THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY 383,
 BK2401'THENCE ABOUT 0.8 KM (0.50 MI) EAST ALONG STATE HIGHWAY 383 TO THE MARK
 BK2401'ON THE RIGHT IN A PLAY GROUND CITY PARK AREA, 27.7 METERS (91 FT)
 BK2401'SOUTH OF THE CENTER OF STATE HIGHWAY 383, 9.8 METERS (32 FT) WEST OF
 BK2401'THE CENTER OF PARISH ROAD 2-06, 4.4 METERS (14.5 FT) SOUTH-SOUTHEAST
 BK2401'OF A 26 INCH WATER OAK TREE, 4.1 METERS (13.5 FT) NORTH-NORTHEAST OF A
 BK2401'20 INCH WATER OAK TREE.
 BK2401'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BK2401'THE MARK IS 0.61 M BELOW STATE HIGHWAY 383.
 BK2401
 BK2401                          STATION RECOVERY (2002)
 BK2401
 BK2401'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK2401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0868 ***********************************************************************
 BK0868  DESIGNATION -  2 V 6
 BK0868  PID         -  BK0868
 BK0868  STATE/COUNTY-  LA/ALLEN
 BK0868  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0868
 BK0868                         *CURRENT SURVEY CONTROL
 BK0868  ___________________________________________________________________
 BK0868* NAD 83(1986)-  30 28 58.     (N)    092 54 45.     (W)     SCALED    
 BK0868* NAVD 88     -        14.206  (meters)      46.61   (feet)  ADJUSTED  
 BK0868  ___________________________________________________________________
 BK0868  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0868  DYNAMIC HT  -          14.187 (meters)      46.55  (feet)  COMP
 BK0868  MODELED GRAV-     979,342.0   (mgal)                       NAVD 88
 BK0868
 BK0868  VERT ORDER  -  FIRST     CLASS II
 BK0868
 BK0868.The horizontal coordinates were scaled from a topographic map and have
 BK0868.an estimated accuracy of +/- 6 seconds.
 BK0868
 BK0868.The orthometric height was determined by differential leveling
 BK0868.and adjusted by the National Geodetic Survey in February 1994..
 BK0868
 BK0868.The geoid height was determined by GEOID03.
 BK0868
 BK0868.The dynamic height is computed by dividing the NAVD 88
 BK0868.geopotential number by the normal gravity value computed on the
 BK0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0868.degrees latitude (g = 980.6199 gals.).
 BK0868
 BK0868.The modeled gravity was interpolated from observed gravity values.
 BK0868
 BK0868;                    North         East    Units  Estimated Accuracy
 BK0868;SPC LA S     -   220,830.      848,390.      MT  (+/- 180 meters Scaled)
 BK0868
 BK0868                          SUPERSEDED SURVEY CONTROL
 BK0868
 BK0868  NGVD 29 (??/??/??)   14.163  (m)           46.47   (f) ADJUSTED    1 2
 BK0868
 BK0868.Superseded values are not recommended for survey control.
 BK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0868.See file dsdata.txt to determine how the superseded data were derived.
 BK0868
 BK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP083722(NAD 83)
 BK0868_MARKER: DD = SURVEY DISK
 BK0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0868_SP_SET: CONCRETE POST
 BK0868_STAMPING: 2V6 1969
 BK0868_MARK LOGO: LADH  
 BK0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0868+STABILITY: SURFACE MOTION
 BK0868
 BK0868  HISTORY     - Date     Condition        Report By
 BK0868  HISTORY     - 1969     MONUMENTED       LADTD
 BK0868  HISTORY     - 1986     GOOD             NGS
 BK0868  HISTORY     - 20021102 GOOD             USPSQD
 BK0868
 BK0868                          STATION DESCRIPTION
 BK0868
 BK0868'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0868'5.2 MI SW FROM KINDER.
 BK0868'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0868'RAILROAD STATEION AT KINDER TO THE INTERSECTION OF US 190 AND A
 BK0868'SURFACE TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A
 BK0868'SURFACE TREATED PARISH ROAD, 112 FEET NORTHWEST OF THE INTERSECTION OF
 BK0868'STATE ROUTE 383 AND A SURFACE TREATED PARISH ROAD, 96 FEET WEST OF THE
 BK0868'CENTERLINE OF A SURFACE TREATED PARISH ROAD, 71 FEET NORTH OF THE
 BK0868'CENTERLINE OF STATE ROUTE 383, 1 FOOT EAST OF A 3 STRAND BARBED WIRE
 BK0868'FENCE, 1.4 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 BK0868'ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK0868'SECTION 31, T 6S, R 5W.
 BK0868
 BK0868                          STATION RECOVERY (1986)
 BK0868
 BK0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0868'RECOVERED IN GOOD CONDITION.
 BK0868
 BK0868                          STATION RECOVERY (2002)
 BK0868
 BK0868'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0869 ***********************************************************************
 BK0869  DESIGNATION -  2 V 7
 BK0869  PID         -  BK0869
 BK0869  STATE/COUNTY-  LA/ALLEN
 BK0869  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0869
 BK0869                         *CURRENT SURVEY CONTROL
 BK0869  ___________________________________________________________________
 BK0869* NAD 83(1986)-  30 29 43.     (N)    092 54 19.     (W)     SCALED    
 BK0869* NAVD 88     -        12.611  (meters)      41.37   (feet)  ADJUSTED  
 BK0869  ___________________________________________________________________
 BK0869  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK0869  DYNAMIC HT  -          12.594 (meters)      41.32  (feet)  COMP
 BK0869  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BK0869
 BK0869  VERT ORDER  -  FIRST     CLASS II
 BK0869
 BK0869.The horizontal coordinates were scaled from a topographic map and have
 BK0869.an estimated accuracy of +/- 6 seconds.
 BK0869
 BK0869.The orthometric height was determined by differential leveling
 BK0869.and adjusted by the National Geodetic Survey in February 1994..
 BK0869
 BK0869.The geoid height was determined by GEOID03.
 BK0869
 BK0869.The dynamic height is computed by dividing the NAVD 88
 BK0869.geopotential number by the normal gravity value computed on the
 BK0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0869.degrees latitude (g = 980.6199 gals.).
 BK0869
 BK0869.The modeled gravity was interpolated from observed gravity values.
 BK0869
 BK0869;                    North         East    Units  Estimated Accuracy
 BK0869;SPC LA S     -   222,200.      849,100.      MT  (+/- 180 meters Scaled)
 BK0869
 BK0869                          SUPERSEDED SURVEY CONTROL
 BK0869
 BK0869  NGVD 29 (??/??/??)   12.577  (m)           41.26   (f) ADJUSTED    1 2
 BK0869
 BK0869.Superseded values are not recommended for survey control.
 BK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0869.See file dsdata.txt to determine how the superseded data were derived.
 BK0869
 BK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP090736(NAD 83)
 BK0869_MARKER: DD = SURVEY DISK
 BK0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0869_SP_SET: CONCRETE POST
 BK0869_STAMPING: 2V7 1969
 BK0869_MARK LOGO: LADH  
 BK0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0869+STABILITY: SURFACE MOTION
 BK0869
 BK0869  HISTORY     - Date     Condition        Report By
 BK0869  HISTORY     - 1969     MONUMENTED       LADTD
 BK0869  HISTORY     - 1986     GOOD             NGS
 BK0869  HISTORY     - 20021102 GOOD             USPSQD
 BK0869
 BK0869                          STATION DESCRIPTION
 BK0869
 BK0869'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0869'4.0 MI SE FROM KINDER.
 BK0869'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0869'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0869'TREATED PARISH ROAD, THENCE 0.5 MILES SOUTHWEST ALONG A SURFACE
 BK0869'TREATED PARISH ROAD, 53 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BK0869'WOOD FRAME HOUSE, 52 FEET SOUTH OF THE CENTERLINE OF A SURFACE TREATED
 BK0869'PARISH ROAD, 13 FEET SOUTH OF A POWER POLE, 1.5 FEET SOUTHEAST OF A
 BK0869'STEEL WITNESS POST, ABOUT LEVEL WITH ROADWAY, SET IN THE TOP OF A
 BK0869'CONCRETE POST PROJECTING 2 INCHES.  SECTION 32, T 6S, R 5W.
 BK0869
 BK0869                          STATION RECOVERY (1986)
 BK0869
 BK0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0869'RECOVERED IN GOOD CONDITION.
 BK0869
 BK0869                          STATION RECOVERY (2002)
 BK0869
 BK0869'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0870 ***********************************************************************
 BK0870  DESIGNATION -  2 V 8
 BK0870  PID         -  BK0870
 BK0870  STATE/COUNTY-  LA/ALLEN
 BK0870  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0870
 BK0870                         *CURRENT SURVEY CONTROL
 BK0870  ___________________________________________________________________
 BK0870* NAD 83(1986)-  30 29 54.     (N)    092 53 59.     (W)     SCALED    
 BK0870* NAVD 88     -        12.642  (meters)      41.48   (feet)  ADJUSTED  
 BK0870  ___________________________________________________________________
 BK0870  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK0870  DYNAMIC HT  -          12.625 (meters)      41.42  (feet)  COMP
 BK0870  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BK0870
 BK0870  VERT ORDER  -  FIRST     CLASS II
 BK0870
 BK0870.The horizontal coordinates were scaled from a topographic map and have
 BK0870.an estimated accuracy of +/- 6 seconds.
 BK0870
 BK0870.The orthometric height was determined by differential leveling
 BK0870.and adjusted by the National Geodetic Survey in February 1994..
 BK0870
 BK0870.The geoid height was determined by GEOID03.
 BK0870
 BK0870.The dynamic height is computed by dividing the NAVD 88
 BK0870.geopotential number by the normal gravity value computed on the
 BK0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0870.degrees latitude (g = 980.6199 gals.).
 BK0870
 BK0870.The modeled gravity was interpolated from observed gravity values.
 BK0870
 BK0870;                    North         East    Units  Estimated Accuracy
 BK0870;SPC LA S     -   222,530.      849,640.      MT  (+/- 180 meters Scaled)
 BK0870
 BK0870                          SUPERSEDED SURVEY CONTROL
 BK0870
 BK0870  NGVD 29 (??/??/??)   12.608  (m)           41.36   (f) ADJUSTED    1 2
 BK0870
 BK0870.Superseded values are not recommended for survey control.
 BK0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0870.See file dsdata.txt to determine how the superseded data were derived.
 BK0870
 BK0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP096740(NAD 83)
 BK0870_MARKER: DD = SURVEY DISK
 BK0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0870_SP_SET: CONCRETE POST
 BK0870_STAMPING: 2V8 1969
 BK0870_MARK LOGO: LADH  
 BK0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0870+STABILITY: SURFACE MOTION
 BK0870
 BK0870  HISTORY     - Date     Condition        Report By
 BK0870  HISTORY     - 1969     MONUMENTED       LADTD
 BK0870  HISTORY     - 1986     GOOD             NGS
 BK0870  HISTORY     - 20021102 GOOD             USPSQD
 BK0870
 BK0870                          STATION DESCRIPTION
 BK0870
 BK0870'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0870'3.5 MI NW FROM KINDER.
 BK0870'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0870'RAILROAD STATION AT KINDER, 100 FEET SOUTHEAST OF THE INTERSECTION OF
 BK0870'US 190 AND A SURFACE TREATED PARISH ROAD, 68 FEET EAST OF THE
 BK0870'CENTERLINE OF A SURFACE TREATED PARISH ROAD, 67 FEET SOUTH OF THE
 BK0870'CENTERLINE OF US 190, 64 FEET NORTH OF THE NORTH RAIL OF THE MISSOURI
 BK0870'PACIFIC RAILROAD TRACK, 2 FEET WEST OF A STEEL WITNESS POST, 1 FOOT
 BK0870'BELOW LEVEL OF ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BK0870'INCHES.  SECTION 29, T 6S, R 5W.
 BK0870
 BK0870                          STATION RECOVERY (1986)
 BK0870
 BK0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0870'RECOVERED IN GOOD CONDITION.
 BK0870
 BK0870                          STATION RECOVERY (2002)
 BK0870
 BK0870'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0813 ***********************************************************************
 BK0813  DESIGNATION -  2 V 9
 BK0813  PID         -  BK0813
 BK0813  STATE/COUNTY-  LA/ALLEN
 BK0813  USGS QUAD   -  KINDER (1994)
 BK0813
 BK0813                         *CURRENT SURVEY CONTROL
 BK0813  ___________________________________________________________________
 BK0813* NAD 83(1986)-  30 27 08.     (N)    092 50 37.     (W)     SCALED    
 BK0813* NAVD 88     -        11.927  (meters)      39.13   (feet)  ADJUSTED  
 BK0813  ___________________________________________________________________
 BK0813  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0813  DYNAMIC HT  -          11.912 (meters)      39.08  (feet)  COMP
 BK0813  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 BK0813
 BK0813  VERT ORDER  -  SECOND    CLASS 0
 BK0813
 BK0813.The horizontal coordinates were scaled from a topographic map and have
 BK0813.an estimated accuracy of +/- 6 seconds.
 BK0813
 BK0813.The orthometric height was determined by differential leveling
 BK0813.and adjusted by the National Geodetic Survey in February 1994..
 BK0813
 BK0813.The geoid height was determined by GEOID03.
 BK0813
 BK0813.The dynamic height is computed by dividing the NAVD 88
 BK0813.geopotential number by the normal gravity value computed on the
 BK0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0813.degrees latitude (g = 980.6199 gals.).
 BK0813
 BK0813.The modeled gravity was interpolated from observed gravity values.
 BK0813
 BK0813;                    North         East    Units  Estimated Accuracy
 BK0813;SPC LA S     -   217,350.      854,960.      MT  (+/- 180 meters Scaled)
 BK0813
 BK0813                          SUPERSEDED SURVEY CONTROL
 BK0813
 BK0813  NGVD 29 (??/??/??)   11.883  (m)           38.99   (f) ADJUSTED    2 0
 BK0813
 BK0813.Superseded values are not recommended for survey control.
 BK0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0813.See file dsdata.txt to determine how the superseded data were derived.
 BK0813
 BK0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP150689(NAD 83)
 BK0813_MARKER: DB = BENCH MARK DISK
 BK0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0813_SP_SET: CONCRETE POST
 BK0813_STAMPING: 2V9 1969
 BK0813_MARK LOGO: LADH  
 BK0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0813+STABILITY: SURFACE MOTION
 BK0813
 BK0813  HISTORY     - Date     Condition        Report By
 BK0813  HISTORY     - 1969     MONUMENTED       LADH
 BK0813  HISTORY     - 1982     GOOD             LADTD
 BK0813
 BK0813                          STATION DESCRIPTION
 BK0813
 BK0813'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BK0813'3.95 MI SE FROM KINDER.
 BK0813'ABOUT 1.9 MILES SOUTH ALONG US 165 FROM THE MISSOURI PACIFIC RAILROAD
 BK0813'DEPOT AT KINDER, THENCE 1.05 MILES EAST ALONG A SURFACE TREATED PARISH
 BK0813'ROAD, THENCE 1.0 MILE SOUTH ON LA. 3086, 98 FEET WEST OF THE
 BK0813'CENTERLINE OF LA. 3086, 21 FEET NORTH OF THE CENTERLINE OF A 7 X 12
 BK0813'FEET CATTLE GUARD LEADING TO A MR. H. MOREAU HOUSE, 12 FEET NORTHWEST
 BK0813'OF A FENCE CORNER, 3 FEET EAST OF A POWER POLE BEARING TWO GUY WIRES,
 BK0813'2 FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROADWAY,
 BK0813'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  SECTION 14,
 BK0813'T7S, R5W.
 BK0813
 BK0813                          STATION RECOVERY (1982)
 BK0813
 BK0813'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1380 ***********************************************************************
 BX1380  DESIGNATION -  2 W USGS
 BX1380  PID         -  BX1380
 BX1380  STATE/COUNTY-  LA/GRANT
 BX1380  USGS QUAD   -  COLFAX (1985)
 BX1380
 BX1380                         *CURRENT SURVEY CONTROL
 BX1380  ___________________________________________________________________
 BX1380* NAD 83(1986)-  31 32 56.     (N)    092 42 44.     (W)     SCALED    
 BX1380* NAVD 88     -        29.86   (+/-2cm)      98.0    (feet)  VERTCON   
 BX1380  ___________________________________________________________________
 BX1380  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1380
 BX1380  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1380
 BX1380.The horizontal coordinates were scaled from a topographic map and have
 BX1380.an estimated accuracy of +/- 6 seconds.
 BX1380
 BX1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1380.The vertical order pertains to the NGVD 29 superseded value.
 BX1380
 BX1380.The geoid height was determined by GEOID03.
 BX1380
 BX1380;                    North         East    Units  Estimated Accuracy
 BX1380;SPC LA N     -   116,320.      979,850.      MT  (+/- 180 meters Scaled)
 BX1380
 BX1380                          SUPERSEDED SURVEY CONTROL
 BX1380
 BX1380  NGVD 29 (??/??/??)   29.864  (m)           97.98   (f) ADJUSTED    1 1
 BX1380
 BX1380.Superseded values are not recommended for survey control.
 BX1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1380.See file dsdata.txt to determine how the superseded data were derived.
 BX1380
 BX1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ273904(NAD 83)
 BX1380_MARKER: DD = SURVEY DISK
 BX1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1380_SP_SET: BRIDGE
 BX1380_STAMPING: 2 W 98 1933
 BX1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1380
 BX1380  HISTORY     - Date     Condition        Report By
 BX1380  HISTORY     - 1933     MONUMENTED       USGS
 BX1380  HISTORY     - 1969     GOOD             CGS
 BX1380  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1380
 BX1380                          STATION DESCRIPTION
 BX1380
 BX1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1380'2.8 MI N FROM COLFAX.
 BX1380'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1380'COURTHOUSE AT COLFAX, THENCE 2.4 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1380'0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 158 AND U. S. HIGHWAY
 BX1380'71, 14 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BX1380'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE CONCRETE BRIDGE
 BX1380'OVER GRAPPE VALENTINE BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY. SEC 30,
 BX1380'T 7N, R 3W.
 BX1380
 BX1380                          STATION RECOVERY (1987)
 BX1380
 BX1380'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0345 ***********************************************************************
 BJ0345  DESIGNATION -  2 WABPL
 BJ0345  PID         -  BJ0345
 BJ0345  STATE/COUNTY-  LA/ST LANDRY
 BJ0345  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0345
 BJ0345                         *CURRENT SURVEY CONTROL
 BJ0345  ___________________________________________________________________
 BJ0345* NAD 83(1986)-  30 31 47.     (N)    091 51 20.     (W)     SCALED    
 BJ0345* NAVD 88     -         6.450  (meters)      21.16   (feet)  ADJUSTED  
 BJ0345  ___________________________________________________________________
 BJ0345  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0345  DYNAMIC HT  -           6.441 (meters)      21.13  (feet)  COMP
 BJ0345  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 BJ0345
 BJ0345  VERT ORDER  -  FIRST     CLASS I
 BJ0345
 BJ0345.The horizontal coordinates were scaled from a topographic map and have
 BJ0345.an estimated accuracy of +/- 6 seconds.
 BJ0345
 BJ0345.The orthometric height was determined by differential leveling
 BJ0345.and adjusted by the National Geodetic Survey in February 1994..
 BJ0345
 BJ0345.The geoid height was determined by GEOID03.
 BJ0345
 BJ0345.The dynamic height is computed by dividing the NAVD 88
 BJ0345.geopotential number by the normal gravity value computed on the
 BJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0345.degrees latitude (g = 980.6199 gals.).
 BJ0345
 BJ0345.The modeled gravity was interpolated from observed gravity values.
 BJ0345
 BJ0345;                    North         East    Units  Estimated Accuracy
 BJ0345;SPC LA S     -   225,100.      949,880.      MT  (+/- 180 meters Scaled)
 BJ0345
 BJ0345                          SUPERSEDED SURVEY CONTROL
 BJ0345
 BJ0345  NAVD 88 (06/15/91)    6.465  (m)           21.21   (f) UNKNOWN     1 1
 BJ0345  NGVD 29 (??/??/??)    6.439  (m)           21.13   (f) ADJUSTED    1 1
 BJ0345
 BJ0345.Superseded values are not recommended for survey control.
 BJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0345.See file dsdata.txt to determine how the superseded data were derived.
 BJ0345
 BJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP097780(NAD 83)
 BJ0345_MARKER: P = PIPE CAP
 BJ0345_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 BJ0345_SP_SET: 1-INCH IRON PIPE
 BJ0345_STAMPING: PBM 2 WABPL 1976
 BJ0345_MARK LOGO: USE   
 BJ0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ0345+STABILITY: POSITION/ELEVATION WELL
 BJ0345
 BJ0345  HISTORY     - Date     Condition        Report By
 BJ0345  HISTORY     - 1976     MONUMENTED       USE
 BJ0345  HISTORY     - 1976     GOOD             NGS
 BJ0345  HISTORY     - 1986     POOR             NGS
 BJ0345
 BJ0345                          STATION DESCRIPTION
 BJ0345
 BJ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0345'8.1 MI WEST FROM KROTZ SPRINGS.
 BJ0345'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0345'OFFICE AT KROTZ SPRINGS, THENCE 1.3 MILES SOUTH ALONG THE TOP OF THE
 BJ0345'WEST ATCHAFALAYA BASIN PROTECTION LEVEE, AT THE TOE OF THE LEVEE, 113
 BJ0345'FT. WEST OF THE CENTER LINE OF THE LEVEE ROAD, 112 FT. SOUTH OF THE
 BJ0345'CENTER LINE OF A GRAVEL ROAD LEADING TO TOP OF THE LEVEE, 20 FT. EAST
 BJ0345'OF THE CENTER LINE OF A GRAVEL ROAD AT TOE OF THE LEVEE, A 1-INCH IRON
 BJ0345'PIPE AND CAP DRIVEN TO A DEPTH OF 126 FT. AND ENCASED IN A 2-INCH IRON
 BJ0345'PIPE BORED TO A DEPTH OF 116 FT. WITH A 3-INCH SCREW CAP FOR ACCESS,
 BJ0345'CAP IS PROJECTING 2.4 FT. ABOVE THE LEVEL OF THE GROUND.
 BJ0345
 BJ0345                          STATION RECOVERY (1986)
 BJ0345
 BJ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0345'RECOVERED IN POOR CONDITION.  THE PIPE IS LEANING AND VERY LOOSE.  NOT
 BJ0345'LEVELED TO IN 1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6182 ***********************************************************************
 AH6182  DESIGNATION -  20 1
 AH6182  PID         -  AH6182
 AH6182  STATE/COUNTY-  LA/TERREBONNE
 AH6182  USGS QUAD   -  GIBSON (1980)
 AH6182
 AH6182                         *CURRENT SURVEY CONTROL
 AH6182  ___________________________________________________________________
 AH6182* NAD 83(1992)-  29 41 42.37261(N)    090 57 23.71686(W)     ADJUSTED  
 AH6182* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6182  **This station is located in a subsidence area (see below).
 AH6182  ___________________________________________________________________
 AH6182  X           -     -92,573.805 (meters)                     COMP
 AH6182  Y           -  -5,544,283.828 (meters)                     COMP
 AH6182  Z           -   3,141,047.281 (meters)                     COMP
 AH6182  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AH6182  ELLIP HEIGHT-         -24.08  (meters)          (02/21/02) GPS OBS
 AH6182  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6182
 AH6182  HORZ ORDER  -  FIRST
 AH6182  ELLP ORDER  -  FIFTH     CLASS I
 AH6182
 AH6182.The horizontal coordinates were established by GPS observations
 AH6182.and adjusted by the National Geodetic Survey in December 1998..
 AH6182
 AH6182 ** The orthometric height has not been validated since last determined
 AH6182 ** by differential leveling and should not be used for control purposes.
 AH6182 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6182 ** area with valid NAVD 88 orthometric heights.
 AH6182 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6182 ** epoch indicated which incorporates improved geoid heights for the
 AH6182 ** Southern Louisiana Subsidence area.
 AH6182 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6182.The orthometric height was determined by GPS observations and a
 AH6182.high-resolution geoid model.
 AH6182
 AH6182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6182
 AH6182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6182
 AH6182.The ellipsoidal height was determined by GPS observations
 AH6182.and is referenced to NAD 83.
 AH6182
 AH6182.The geoid height was determined by GEOID03.
 AH6182
 AH6182;                    North         East     Units Scale Factor Converg.
 AH6182;SPC LA S     -   132,530.958 1,036,459.102   MT  0.99993989   +0 11 18.2
 AH6182;SPC LA S     -   434,811.98  3,400,449.57   sFT  0.99993989   +0 11 18.2
 AH6182;UTM  15      - 3,286,748.067   697,703.520   MT  1.00008229   +1 00 45.4
 AH6182
 AH6182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6182!SPC LA S     -   1.00000378  x   0.99993989  =   0.99994367
 AH6182!UTM  15      -   1.00000378  x   1.00008229  =   1.00008607
 AH6182
 AH6182                          SUPERSEDED SURVEY CONTROL
 AH6182
 AH6182  ELLIP H (12/17/98)  -24.07   (m)                       GP(       ) 4 2
 AH6182
 AH6182.Superseded values are not recommended for survey control.
 AH6182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6182.See file dsdata.txt to determine how the superseded data were derived.
 AH6182
 AH6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9770486748(NAD 83)
 AH6182_MARKER: DD = SURVEY DISK
 AH6182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6182_STAMPING: 20-1 1993
 AH6182_MARK LOGO: TPCG  
 AH6182_PROJECTION: FLUSH
 AH6182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6182+STABILITY: SURFACE MOTION
 AH6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6182+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6182
 AH6182  HISTORY     - Date     Condition        Report By
 AH6182  HISTORY     - 1993     MONUMENTED       GSENG
 AH6182
 AH6182                          STATION DESCRIPTION
 AH6182
 AH6182'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6182'MONUMENT IS LOCATED NORTHWEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6182'OF LA. HIGHWAY 20, (TOWNSHIP 16 SOUTH RANGE 15 EAST SECTION 43).
 AH6182'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.25 FT BELOW
 AH6182'THE LEVEL  OF THE GROUND. MONUMENT IS 301.5 FT (91.9 M) WEST OF THE
 AH6182'CENTERLINE OF AZALEA DRIVE, 26.55 FT (8.09 M) NORTH OF A NAIL/SHINER
 AH6182'IN THE CENTERLINE OF LA. HIGHWAY 20, 83.78 FT (25.54 M) NORTHWEST OF A
 AH6182'NAIL/SHINER IN A LIGHT POLE,88.90 FT (27.10 M) NORTH OF A NAIL/SHINER
 AH6182'IN A 10 INCH GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6533 ***********************************************************************
 AH6533  DESIGNATION -  20 1 AZ MK
 AH6533  PID         -  AH6533
 AH6533  STATE/COUNTY-  LA/TERREBONNE
 AH6533  USGS QUAD   -  GIBSON (1980)
 AH6533
 AH6533                         *CURRENT SURVEY CONTROL
 AH6533  ___________________________________________________________________
 AH6533* NAD 83(1992)-  29 41 34.76717(N)    090 58 01.02177(W)     ADJUSTED  
 AH6533* NAVD 88     -         2.3  **(meters)       8.   **(feet)  GPS OBS   
 AH6533  **This station is located in a subsidence area (see below).
 AH6533  ___________________________________________________________________
 AH6533  X           -     -93,578.506 (meters)                     COMP
 AH6533  Y           -  -5,544,383.581 (meters)                     COMP
 AH6533  Z           -   3,140,844.196 (meters)                     COMP
 AH6533  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AH6533  ELLIP HEIGHT-         -23.39  (meters)          (02/21/02) GPS OBS
 AH6533  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6533
 AH6533  HORZ ORDER  -  FIRST
 AH6533  ELLP ORDER  -  FIFTH     CLASS I
 AH6533
 AH6533.The horizontal coordinates were established by GPS observations
 AH6533.and adjusted by the National Geodetic Survey in December 1998..
 AH6533
 AH6533 ** The orthometric height has not been validated since last determined
 AH6533 ** by differential leveling and should not be used for control purposes.
 AH6533 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6533 ** area with valid NAVD 88 orthometric heights.
 AH6533 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6533 ** epoch indicated which incorporates improved geoid heights for the
 AH6533 ** Southern Louisiana Subsidence area.
 AH6533 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6533.The orthometric height was determined by GPS observations and a
 AH6533.high-resolution geoid model.
 AH6533
 AH6533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6533
 AH6533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6533
 AH6533.The ellipsoidal height was determined by GPS observations
 AH6533.and is referenced to NAD 83.
 AH6533
 AH6533.The geoid height was determined by GEOID03.
 AH6533
 AH6533;                    North         East     Units Scale Factor Converg.
 AH6533;SPC LA S     -   132,293.543 1,035,457.037   MT  0.99994009   +0 10 59.5
 AH6533;SPC LA S     -   434,033.07  3,397,161.96   sFT  0.99994009   +0 10 59.5
 AH6533;UTM  15      - 3,286,496.227   696,704.835   MT  1.00007743   +1 00 26.6
 AH6533
 AH6533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6533!SPC LA S     -   1.00000367  x   0.99994009  =   0.99994376
 AH6533!UTM  15      -   1.00000367  x   1.00007743  =   1.00008110
 AH6533
 AH6533                          SUPERSEDED SURVEY CONTROL
 AH6533
 AH6533  ELLIP H (12/17/98)  -23.37   (m)                       GP(       ) 4 2
 AH6533
 AH6533.Superseded values are not recommended for survey control.
 AH6533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6533.See file dsdata.txt to determine how the superseded data were derived.
 AH6533
 AH6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9670586496(NAD 83)
 AH6533_MARKER: DD = SURVEY DISK
 AH6533_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH6533_SP_SET: TOP OF A CONCRETE STRUCTURE
 AH6533_STAMPING: 20-1 AZ MK 1993
 AH6533_MARK LOGO: TPCG  
 AH6533_PROJECTION: FLUSH
 AH6533_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6533+STABILITY: SURFACE MOTION
 AH6533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6533+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6533
 AH6533  HISTORY     - Date     Condition        Report By
 AH6533  HISTORY     - 1993     MONUMENTED       GSENG
 AH6533
 AH6533                          STATION DESCRIPTION
 AH6533
 AH6533'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6533'MONUMENT IS LOCATED NORTHWEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6533'OF LA. HIGHWAY 20, (TOWNSHIP 16 SOUTH RANGE 15 EAST SECTION 42).
 AH6533'MONUMENT IS A TERREBONNE PARISH LIS DISK SET ON THE EAST CONCRETE
 AH6533'ABUTMENT OF A BRIDGE APPROXIMATELY 1440 FT (438.9 M) WEST OF THE
 AH6533'EASTERN ENTRANCE TO DEADWOOD ROAD. MONUMENT IS 23.33 FT (7.11 M) NORTH
 AH6533'OF THE CENTERLINE OF LA. HIGHWAY 20, 154.65 FT (47.14 M) SOUTH OF
 AH6533'U.S.C. AND G.S. BENCH MARK E-167, 15.3 FT (4.7 M) SOUTHEAST OF THE TOP
 AH6533'VERTICAL 45 DEGREE FITTING ON A 12 INCH  WATERLINE CROSSING ON THE
 AH6533'EAST SIDE OF THE CANAL, 12.45 FT (3.79 M) SOUTHWEST OF A WATER VALVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6513 ***********************************************************************
 AH6513  DESIGNATION -  20 2
 AH6513  PID         -  AH6513
 AH6513  STATE/COUNTY-  LA/TERREBONNE
 AH6513  USGS QUAD   -  GRAY (1980)
 AH6513
 AH6513                         *CURRENT SURVEY CONTROL
 AH6513  ___________________________________________________________________
 AH6513* NAD 83(1992)-  29 43 41.82119(N)    090 51 28.05295(W)     ADJUSTED  
 AH6513* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6513  **This station is located in a subsidence area (see below).
 AH6513  ___________________________________________________________________
 AH6513  X           -     -82,986.329 (meters)                     COMP
 AH6513  Y           -  -5,542,612.303 (meters)                     COMP
 AH6513  Z           -   3,144,241.558 (meters)                     COMP
 AH6513  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6513  ELLIP HEIGHT-         -24.31  (meters)          (02/21/02) GPS OBS
 AH6513  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH6513
 AH6513  HORZ ORDER  -  FIRST
 AH6513  ELLP ORDER  -  FIFTH     CLASS I
 AH6513
 AH6513.The horizontal coordinates were established by GPS observations
 AH6513.and adjusted by the National Geodetic Survey in December 1998..
 AH6513
 AH6513 ** The orthometric height has not been validated since last determined
 AH6513 ** by differential leveling and should not be used for control purposes.
 AH6513 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6513 ** area with valid NAVD 88 orthometric heights.
 AH6513 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6513 ** epoch indicated which incorporates improved geoid heights for the
 AH6513 ** Southern Louisiana Subsidence area.
 AH6513 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6513.The orthometric height was determined by GPS observations and a
 AH6513.high-resolution geoid model.
 AH6513
 AH6513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6513
 AH6513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6513
 AH6513.The ellipsoidal height was determined by GPS observations
 AH6513.and is referenced to NAD 83.
 AH6513
 AH6513.The geoid height was determined by GEOID03.
 AH6513
 AH6513;                    North         East     Units Scale Factor Converg.
 AH6513;SPC LA S     -   136,244.197 1,046,004.616   MT  0.99993699   +0 14 16.0
 AH6513;SPC LA S     -   446,994.50  3,431,766.81   sFT  0.99993699   +0 14 16.0
 AH6513;UTM  15      - 3,290,598.932   707,196.199   MT  1.00012972   +1 03 45.6
 AH6513
 AH6513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6513!SPC LA S     -   1.00000382  x   0.99993699  =   0.99994081
 AH6513!UTM  15      -   1.00000382  x   1.00012972  =   1.00013354
 AH6513
 AH6513:                Primary Azimuth Mark                     Grid Az
 AH6513:SPC LA S     -  20 2 AZ MK                               241 59 17.3
 AH6513:UTM  15      -  20 2 AZ MK                               241 09 47.7
 AH6513
 AH6513|---------------------------------------------------------------------|
 AH6513| PID    Reference Object                     Distance      Geod. Az  |
 AH6513|                                                           dddmmss.s |
 AH6513| AH6514 20 2 AZ MK                          APPROX. 0.5 KM 2421333.3 |
 AH6513|---------------------------------------------------------------------|
 AH6513
 AH6513                          SUPERSEDED SURVEY CONTROL
 AH6513
 AH6513  ELLIP H (12/17/98)  -24.29   (m)                       GP(       ) 4 2
 AH6513
 AH6513.Superseded values are not recommended for survey control.
 AH6513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6513.See file dsdata.txt to determine how the superseded data were derived.
 AH6513
 AH6513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0719690599(NAD 83)
 AH6513_MARKER: DD = SURVEY DISK
 AH6513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6513_STAMPING: 20-2 1993
 AH6513_MARK LOGO: TPCG  
 AH6513_PROJECTION: FLUSH
 AH6513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6513+STABILITY: SURFACE MOTION
 AH6513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6513+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6513
 AH6513  HISTORY     - Date     Condition        Report By
 AH6513  HISTORY     - 1993     MONUMENTED       GSENG
 AH6513
 AH6513                          STATION DESCRIPTION
 AH6513
 AH6513'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6513'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6513'LA. HIGHWAY 20, (TOWNSHIP 15 SOUTH RANGE 16 EAST SECTION 74). MONUMENT
 AH6513'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.1 FT BELOW THE LEVEL
 AH6513'OF THE GROUND. MONUMENT IS ABOUT 2.33 MI (3.75 KM) WEST OF THE
 AH6513'INTERSECTION OF MAIN PROJECT ROAD AND LA. HIGHWAY 20, 25.00 FT (7.62
 AH6513'M) NORTHWEST OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY 20,
 AH6513'45.54 FT (13.88 M) SOUTHWEST OF A NAIL/SHINER IN POWER POLE NO. 37,
 AH6513'47.05 FT (14.34 M) WEST OF A NAIL/SHINER IN THE CENTERLINE OF LA.
 AH6513'HIGHWAY 20, AND APPROXIMATELY 700 FT (213.4 M) WEST OF A BRIDGE ON LA.
 AH6513'HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6514 ***********************************************************************
 AH6514  DESIGNATION -  20 2 AZ MK
 AH6514  PID         -  AH6514
 AH6514  STATE/COUNTY-  LA/TERREBONNE
 AH6514  USGS QUAD   -  GRAY (1980)
 AH6514
 AH6514                         *CURRENT SURVEY CONTROL
 AH6514  ___________________________________________________________________
 AH6514* NAD 83(1992)-  29 43 34.02317(N)    090 51 45.01628(W)     ADJUSTED  
 AH6514* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6514  **This station is located in a subsidence area (see below).
 AH6514  ___________________________________________________________________
 AH6514  X           -     -83,443.952 (meters)                     COMP
 AH6514  Y           -  -5,542,724.734 (meters)                     COMP
 AH6514  Z           -   3,144,033.178 (meters)                     COMP
 AH6514  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6514  ELLIP HEIGHT-         -24.05  (meters)          (02/21/02) GPS OBS
 AH6514  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH6514
 AH6514  HORZ ORDER  -  FIRST
 AH6514  ELLP ORDER  -  FIFTH     CLASS I
 AH6514
 AH6514.The horizontal coordinates were established by GPS observations
 AH6514.and adjusted by the National Geodetic Survey in December 1998..
 AH6514
 AH6514 ** The orthometric height has not been validated since last determined
 AH6514 ** by differential leveling and should not be used for control purposes.
 AH6514 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6514 ** area with valid NAVD 88 orthometric heights.
 AH6514 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6514 ** epoch indicated which incorporates improved geoid heights for the
 AH6514 ** Southern Louisiana Subsidence area.
 AH6514 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6514.The orthometric height was determined by GPS observations and a
 AH6514.high-resolution geoid model.
 AH6514
 AH6514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6514
 AH6514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6514
 AH6514.The ellipsoidal height was determined by GPS observations
 AH6514.and is referenced to NAD 83.
 AH6514
 AH6514.The geoid height was determined by GEOID03.
 AH6514
 AH6514;                    North         East     Units Scale Factor Converg.
 AH6514;SPC LA S     -   136,002.222 1,045,549.755   MT  0.99993717   +0 14 07.5
 AH6514;SPC LA S     -   446,200.62  3,430,274.49   sFT  0.99993717   +0 14 07.5
 AH6514;UTM  15      - 3,290,350.387   706,744.782   MT  1.00012741   +1 03 36.9
 AH6514
 AH6514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6514!SPC LA S     -   1.00000378  x   0.99993717  =   0.99994095
 AH6514!UTM  15      -   1.00000378  x   1.00012741  =   1.00013119
 AH6514
 AH6514:                Primary Azimuth Mark                     Grid Az
 AH6514:SPC LA S     -  20 2                                     061 59 17.4
 AH6514:UTM  15      -  20 2                                     061 09 48.0
 AH6514
 AH6514|---------------------------------------------------------------------|
 AH6514| PID    Reference Object                     Distance      Geod. Az  |
 AH6514|                                                           dddmmss.s |
 AH6514| AH6513 20 2                                APPROX. 0.5 KM 0621324.9 |
 AH6514|---------------------------------------------------------------------|
 AH6514
 AH6514                          SUPERSEDED SURVEY CONTROL
 AH6514
 AH6514  ELLIP H (12/17/98)  -24.02   (m)                       GP(       ) 4 2
 AH6514
 AH6514.Superseded values are not recommended for survey control.
 AH6514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6514.See file dsdata.txt to determine how the superseded data were derived.
 AH6514
 AH6514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0674590350(NAD 83)
 AH6514_MARKER: DD = SURVEY DISK
 AH6514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6514_STAMPING: 20-2 AZ MK 1993
 AH6514_MARK LOGO: TPCG  
 AH6514_PROJECTION: FLUSH
 AH6514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6514+STABILITY: SURFACE MOTION
 AH6514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6514+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6514
 AH6514  HISTORY     - Date     Condition        Report By
 AH6514  HISTORY     - 1993     MONUMENTED       GSENG
 AH6514
 AH6514                          STATION DESCRIPTION
 AH6514
 AH6514'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6514'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6514'LA. HIGHWAY 20, (TOWNSHIP 15 SOUTH RANGE 16 EAST SECTION 74). MONUMENT
 AH6514'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.1 FT (3.0 CM) BELOW
 AH6514'THE LEVEL OF THE GROUND. MONUMENT IS ABOUT 2.65 MI (4.26 KM) WEST OF
 AH6514'THE INTERSECTION OF MAIN PROJECT ROAD AND LA. HIGHWAY 20, 26.25 FT
 AH6514'(8.00 M) SOUTHEAST OF THE CENTERLINE OF LA. HIGHWAY 20, 55.35 FT
 AH6514'(16.87 M) NORTHEAST OF A NAIL/ SHINER IN A 10 INCH PILING AT THE
 AH6514'NORTHWEST SIDE OF AN OLD ABANDONED WOOD FRAME BRIDGE, 111.86 FT (34.09
 AH6514'M) SOUTHEAST OF A NAIL/SHINER IN POWER POLE NO. 43.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4048 ***********************************************************************
 BJ4048  DESIGNATION -  20 87
 BJ4048  PID         -  BJ4048
 BJ4048  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4048  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4048
 BJ4048                         *CURRENT SURVEY CONTROL
 BJ4048  ___________________________________________________________________
 BJ4048* NAD 83(1986)-  30 23 57.     (N)    091 09 15.     (W)     SCALED    
 BJ4048* NAVD 88     -         8.954  (meters)      29.38   (feet)  ADJUSTED  
 BJ4048  ___________________________________________________________________
 BJ4048  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4048  DYNAMIC HT  -           8.943 (meters)      29.34  (feet)  COMP
 BJ4048  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 BJ4048
 BJ4048  VERT ORDER  -  SECOND    CLASS II
 BJ4048
 BJ4048.The horizontal coordinates were scaled from a topographic map and have
 BJ4048.an estimated accuracy of +/- 6 seconds.
 BJ4048
 BJ4048.The orthometric height was determined by differential leveling
 BJ4048.and adjusted by the National Geodetic Survey in February 1994..
 BJ4048
 BJ4048.The geoid height was determined by GEOID03.
 BJ4048
 BJ4048.The dynamic height is computed by dividing the NAVD 88
 BJ4048.geopotential number by the normal gravity value computed on the
 BJ4048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4048.degrees latitude (g = 980.6199 gals.).
 BJ4048
 BJ4048.The modeled gravity was interpolated from observed gravity values.
 BJ4048
 BJ4048;                    North         East    Units  Estimated Accuracy
 BJ4048;SPC LA S     -   210,530.    1,017,220.      MT  (+/- 180 meters Scaled)
 BJ4048
 BJ4048                          SUPERSEDED SURVEY CONTROL
 BJ4048
 BJ4048.No superseded survey control is available for this station.
 BJ4048
 BJ4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP773644(NAD 83)
 BJ4048_MARKER: DB = BENCH MARK DISK
 BJ4048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4048_SP_SET: CONCRETE POST
 BJ4048_STAMPING: 20-87 1987
 BJ4048_MARK LOGO: LA-033
 BJ4048_PROJECTION: FLUSH
 BJ4048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4048+STABILITY: SURFACE MOTION
 BJ4048
 BJ4048  HISTORY     - Date     Condition        Report By
 BJ4048  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4048
 BJ4048                          STATION DESCRIPTION
 BJ4048
 BJ4048'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4048'IN BATON ROUGE.
 BJ4048'LOCATED SOUTH OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF LEE
 BJ4048'DRIVE AND BENNETT DRIVE ON BENNETT DRIVE, 27.4 METERS (90 FT)
 BJ4048'SOUTHEAST OF THE INTERSECTION, 6.4 METERS (21 FT) SOUTHWEST OF THE
 BJ4048'CENTERLINE OF BENNETT DRIVE, AND 1.5 METERS (5 FT) NORTHEAST FROM A
 BJ4048'BRICK CORNER POST OF A METAL FENCE.
 BJ4048'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ4048'THE MARK IS ABOVE LEVEL WITH BENNETT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0095 ***********************************************************************
 BJ0095  DESIGNATION -  20 ABLDAPA
 BJ0095  PID         -  BJ0095
 BJ0095  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0095  USGS QUAD   -  WALLS (1994)
 BJ0095
 BJ0095                         *CURRENT SURVEY CONTROL
 BJ0095  ___________________________________________________________________
 BJ0095* NAD 83(1986)-  30 32 17.     (N)    091 17 34.     (W)     SCALED    
 BJ0095* NAVD 88     -        10.169  (meters)      33.36   (feet)  ADJUSTED  
 BJ0095  ___________________________________________________________________
 BJ0095  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0095  DYNAMIC HT  -          10.156 (meters)      33.32  (feet)  COMP
 BJ0095  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0095
 BJ0095  VERT ORDER  -  FIRST     CLASS I
 BJ0095
 BJ0095.The horizontal coordinates were scaled from a topographic map and have
 BJ0095.an estimated accuracy of +/- 6 seconds.
 BJ0095
 BJ0095.The orthometric height was determined by differential leveling
 BJ0095.and adjusted by the National Geodetic Survey in February 1994..
 BJ0095
 BJ0095.The geoid height was determined by GEOID03.
 BJ0095
 BJ0095.The dynamic height is computed by dividing the NAVD 88
 BJ0095.geopotential number by the normal gravity value computed on the
 BJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0095.degrees latitude (g = 980.6199 gals.).
 BJ0095
 BJ0095.The modeled gravity was interpolated from observed gravity values.
 BJ0095
 BJ0095;                    North         East    Units  Estimated Accuracy
 BJ0095;SPC LA S     -   225,910.    1,003,890.      MT  (+/- 180 meters Scaled)
 BJ0095
 BJ0095                          SUPERSEDED SURVEY CONTROL
 BJ0095
 BJ0095  NAVD 88 (06/15/91)   10.195  (m)           33.45   (f) UNKNOWN     1 1
 BJ0095  NGVD 29 (??/??/??)   10.157  (m)           33.32   (f) ADJUSTED    1 1
 BJ0095
 BJ0095.Superseded values are not recommended for survey control.
 BJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0095.See file dsdata.txt to determine how the superseded data were derived.
 BJ0095
 BJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP637796(NAD 83)
 BJ0095_MARKER: P = PIPE CAP
 BJ0095_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0095_SP_SET: 88.91 FT 1-INCH IRON PIPE
 BJ0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0095
 BJ0095  HISTORY     - Date     Condition        Report By
 BJ0095  HISTORY     - 1975     MONUMENTED       USE
 BJ0095  HISTORY     - 1976     GOOD             NGS
 BJ0095  HISTORY     - 20060603 MARK NOT FOUND   NGS
 BJ0095
 BJ0095                          STATION DESCRIPTION
 BJ0095
 BJ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0095'0.2 MI SOUTH FROM DEVALL.
 BJ0095'0.2 MILE SOUTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0095'SCHOOL AT DEVALL, 0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY
 BJ0095'620, 48 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 67 FT EASTSOUTH-
 BJ0095'EAST OF THE CENTER OF A JUNCTION WITH A FIELD ENTRANCE ROAD LEADING,
 BJ0095'WEST, 15.0 FT EAST OF A FENCE TOP OF A 1-INCH PIPE CAP 0.3 FT UNDER
 BJ0095'GROUND ACCESS THROUGH A 3-INCH IRON PIPE AND CAP, BOTTOM OF 2-INCH
 BJ0095'PIPE SET AT 60.08 FT, 1-INCH PIPE DRIVEN TO 88.91 FT, CLEAN THICK
 BJ0095'BENTONITE DRILLING MUD FILLS ANNULUS 3-INCH SURFACE PIPE ENCASED IN
 BJ0095'GROUT, 3 1-INCH GUARD PIPES ARE DRIVEN 120 DEGREE APART WITH 1.5 FT
 BJ0095'RADIUS.
 BJ0095
 BJ0095                          STATION RECOVERY (2006)
 BJ0095
 BJ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0095'NOT RECOVERED.  THE LEVEE HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0031 ***********************************************************************
 BJ0031  DESIGNATION -  20 BOLT
 BJ0031  PID         -  BJ0031
 BJ0031  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0031  USGS QUAD   -  LACOUR (1994)
 BJ0031
 BJ0031                         *CURRENT SURVEY CONTROL
 BJ0031  ___________________________________________________________________
 BJ0031* NAD 83(1986)-  30 49 40.     (N)    091 36 33.     (W)     SCALED    
 BJ0031* NAVD 88     -        13.069  (meters)      42.88   (feet)  ADJUSTED  
 BJ0031  ___________________________________________________________________
 BJ0031  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0031  DYNAMIC HT  -          13.053 (meters)      42.82  (feet)  COMP
 BJ0031  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 BJ0031
 BJ0031  VERT ORDER  -  FIRST     CLASS I
 BJ0031
 BJ0031.The horizontal coordinates were scaled from a topographic map and have
 BJ0031.an estimated accuracy of +/- 6 seconds.
 BJ0031
 BJ0031.The orthometric height was determined by differential leveling
 BJ0031.and adjusted by the National Geodetic Survey in February 1994..
 BJ0031
 BJ0031.The geoid height was determined by GEOID03.
 BJ0031
 BJ0031.The dynamic height is computed by dividing the NAVD 88
 BJ0031.geopotential number by the normal gravity value computed on the
 BJ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0031.degrees latitude (g = 980.6199 gals.).
 BJ0031
 BJ0031.The modeled gravity was interpolated from observed gravity values.
 BJ0031
 BJ0031;                    North         East    Units  Estimated Accuracy
 BJ0031;SPC LA S     -   258,060.      973,610.      MT  (+/- 180 meters Scaled)
 BJ0031
 BJ0031                          SUPERSEDED SURVEY CONTROL
 BJ0031
 BJ0031  NAVD 88 (06/15/91)   13.101  (m)           42.98   (f) UNKNOWN     1 1
 BJ0031  NGVD 29 (??/??/??)   13.059  (m)           42.84   (f) ADJUSTED    1 1
 BJ0031
 BJ0031.Superseded values are not recommended for survey control.
 BJ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0031.See file dsdata.txt to determine how the superseded data were derived.
 BJ0031
 BJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ330113(NAD 83)
 BJ0031_MARKER: B = BOLT
 BJ0031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0031_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0031_STAMPING: PBM 20 1929
 BJ0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0031
 BJ0031  HISTORY     - Date     Condition        Report By
 BJ0031  HISTORY     - 1929     MONUMENTED       DOD
 BJ0031  HISTORY     - 1964     GOOD             CGS
 BJ0031  HISTORY     - 1976     GOOD             NGS
 BJ0031
 BJ0031                          STATION DESCRIPTION
 BJ0031
 BJ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0031'IN LACOUR.
 BJ0031'AT LACOUR, 215 FEET EAST OF THE NORTHEAST CORNER OF THE GENERAL STORE,
 BJ0031'80 FEET EAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 51 FEET
 BJ0031'SOUTHWEST OF THE CENTER LINE OF STATE ROAD 419, 25 FEET SOUTHWEST OF A
 BJ0031'FENCE, 23 FEET NORTH OF A MAGNOLIA TREE, 26.0 FEET SOUTH OF A METAL
 BJ0031'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A COPPER BOLT SET IN CONCRETE
 BJ0031'ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0031'THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 FOOT. NOTE--
 BJ0031'THE PIPE WAS CLEANED OUT AND STRAIGHTENED UP.
 BJ0031
 BJ0031                          STATION RECOVERY (1976)
 BJ0031
 BJ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0031'AT LACOUR, 79 FT EAST OF THE EAST CORNER OF A WHITE HOUSE, 39 FT SOUTH
 BJ0031'OF THE EAST CORNER POST OF THE FENCE, 52 FT SOUTHWEST OF THE CENTER
 BJ0031'LINE OF THE HIGHWAY, 16 FT SOUTHWEST OF A FENCE, A COPPER BOLT SET IN
 BJ0031'CONCRETE ABOUT 3 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS
 BJ0031'HAD THROUGH A 4 INCH IRON PIPE WITH CAP THAT PROJECTS 1 FT ABOVE THE
 BJ0031'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2627 ***********************************************************************
 BJ2627  DESIGNATION -  20 CAP
 BJ2627  PID         -  BJ2627
 BJ2627  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2627  USGS QUAD   -  LACOUR (1994)
 BJ2627
 BJ2627                         *CURRENT SURVEY CONTROL
 BJ2627  ___________________________________________________________________
 BJ2627* NAD 83(1986)-  30 49 40.     (N)    091 36 33.     (W)     SCALED    
 BJ2627* NAVD 88     -        14.30   (+/-2cm)      46.9    (feet)  VERTCON   
 BJ2627  ___________________________________________________________________
 BJ2627  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ2627
 BJ2627  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2627
 BJ2627.The horizontal coordinates were scaled from a topographic map and have
 BJ2627.an estimated accuracy of +/- 6 seconds.
 BJ2627
 BJ2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2627.The vertical order pertains to the NGVD 29 superseded value.
 BJ2627
 BJ2627.The geoid height was determined by GEOID03.
 BJ2627
 BJ2627;                    North         East    Units  Estimated Accuracy
 BJ2627;SPC LA S     -   258,060.      973,610.      MT  (+/- 180 meters Scaled)
 BJ2627
 BJ2627                          SUPERSEDED SURVEY CONTROL
 BJ2627
 BJ2627  NGVD 29 (??/??/??)   14.288  (m)           46.88   (f) ADJUSTED    1 2
 BJ2627
 BJ2627.Superseded values are not recommended for survey control.
 BJ2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2627.See file dsdata.txt to determine how the superseded data were derived.
 BJ2627
 BJ2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ330113(NAD 83)
 BJ2627_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2627_STAMPING: PBM 20 1929
 BJ2627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2627
 BJ2627  HISTORY     - Date     Condition        Report By
 BJ2627  HISTORY     - 1929     MONUMENTED       DOD
 BJ2627  HISTORY     - 1964     GOOD             CGS
 BJ2627
 BJ2627                          STATION DESCRIPTION
 BJ2627
 BJ2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2627'IN LACOUR.
 BJ2627'AT LACOUR, 215 FEET EAST OF THE NORTHEAST CORNER OF THE GENERAL STORE,
 BJ2627'80 FEET EAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 51 FEET
 BJ2627'SOUTHWEST OF THE CENTER LINE OF STATE ROAD 419, 25 FEET SOUTHWEST OF A
 BJ2627'FENCE, 23 FEET NORTH OF A MAGNOLIA TREE, 26.0 FEET SOUTH OF A METAL
 BJ2627'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A 4-INCH IRON PIPE BEARING A
 BJ2627'CAP WHICH PROJECTS 1 FOOT. NOTE-- THE PIPE WAS CLEANED OUT AND
 BJ2627'STRAIGHTENED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0264 ***********************************************************************
 BJ0264  DESIGNATION -  20 EABPL
 BJ0264  PID         -  BJ0264
 BJ0264  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0264  USGS QUAD   -  LOTTIE (1994)
 BJ0264
 BJ0264                         *CURRENT SURVEY CONTROL
 BJ0264  ___________________________________________________________________
 BJ0264* NAD 83(1986)-  30 31 44.     (N)    091 37 34.     (W)     SCALED    
 BJ0264* NAVD 88     -         6.638  (meters)      21.78   (feet)  ADJUSTED  
 BJ0264  ___________________________________________________________________
 BJ0264  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0264  DYNAMIC HT  -           6.630 (meters)      21.75  (feet)  COMP
 BJ0264  MODELED GRAV-     979,341.2   (mgal)                       NAVD 88
 BJ0264
 BJ0264  VERT ORDER  -  FIRST     CLASS I
 BJ0264
 BJ0264.The horizontal coordinates were scaled from a topographic map and have
 BJ0264.an estimated accuracy of +/- 6 seconds.
 BJ0264
 BJ0264.The orthometric height was determined by differential leveling
 BJ0264.and adjusted by the National Geodetic Survey in February 1994..
 BJ0264
 BJ0264.The geoid height was determined by GEOID03.
 BJ0264
 BJ0264.The dynamic height is computed by dividing the NAVD 88
 BJ0264.geopotential number by the normal gravity value computed on the
 BJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0264.degrees latitude (g = 980.6199 gals.).
 BJ0264
 BJ0264.The modeled gravity was interpolated from observed gravity values.
 BJ0264
 BJ0264;                    North         East    Units  Estimated Accuracy
 BJ0264;SPC LA S     -   224,930.      971,900.      MT  (+/- 180 meters Scaled)
 BJ0264
 BJ0264                          SUPERSEDED SURVEY CONTROL
 BJ0264
 BJ0264  NGVD 29 (??/??/??)    6.657  (m)           21.84   (f) ADJUSTED    1 1
 BJ0264
 BJ0264.Superseded values are not recommended for survey control.
 BJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0264.See file dsdata.txt to determine how the superseded data were derived.
 BJ0264
 BJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP318781(NAD 83)
 BJ0264_MARKER: DD = SURVEY DISK
 BJ0264_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0264_SP_SET: 110 FT IRON PIPE
 BJ0264_STAMPING: PBM 20 EABPL 1976 USE
 BJ0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0264
 BJ0264  HISTORY     - Date     Condition        Report By
 BJ0264  HISTORY     - 1976     MONUMENTED       USE
 BJ0264  HISTORY     - 1976     GOOD             NGS
 BJ0264
 BJ0264                          STATION DESCRIPTION
 BJ0264
 BJ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0264'3.9 MI SOUTH FROM LOTTIE.
 BJ0264'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0264'HIGHWAY 81, THENCE 2.9 MILES SOUTHEAST ALONG A LEVEE ROAD, 0.2
 BJ0264'MILE SOUTHEAST OF A CATTLEGUARD, 118 FT NORTHEAST OF THE CENTER LINE
 BJ0264'OF THE ROAD, A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF
 BJ0264'110 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 93 FT WITH
 BJ0264'A 3-INCH SCREW CAP FOR ACCESS. THE SCREW CAP PROJECTS 21 INCHES ABOVE
 BJ0264'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2126 ***********************************************************************
 BK2126  DESIGNATION -  20 GDS USGS
 BK2126  PID         -  BK2126
 BK2126  STATE/COUNTY-  LA/AVOYELLES
 BK2126  USGS QUAD   -  WHITEVILLE (1992)
 BK2126
 BK2126                         *CURRENT SURVEY CONTROL
 BK2126  ___________________________________________________________________
 BK2126* NAD 83(1992)-  30 52 30.47062(N)    092 12 34.54054(W)     ADJUSTED  
 BK2126* NAVD 88     -        14.99   (+/-2cm)      49.2    (feet)  VERTCON   
 BK2126  ___________________________________________________________________
 BK2126  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2126  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2126
 BK2126  HORZ ORDER  -  SECOND
 BK2126  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2126
 BK2126.The horizontal coordinates were established by classical geodetic methods
 BK2126.and adjusted by the National Geodetic Survey in January 1993..
 BK2126
 BK2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2126.The vertical order pertains to the NGVD 29 superseded value.
 BK2126
 BK2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2126
 BK2126.The geoid height was determined by GEOID03.
 BK2126
 BK2126;                    North         East     Units Scale Factor Converg.
 BK2126;SPC LA N     -    41,631.772 1,027,773.185   MT  1.00007887   +0 09 12.7
 BK2126;SPC LA N     -   136,586.91  3,371,952.52   sFT  1.00007887   +0 09 12.7
 BK2126;SPC LA S     -   263,600.235   916,201.768   MT  1.00004193   -0 26 17.3
 BK2126;SPC LA S     -   864,828.44  3,005,905.30   sFT  1.00004193   -0 26 17.3
 BK2126;UTM  15      - 3,416,030.867   575,556.178   MT  0.99967042   +0 24 20.3
 BK2126
 BK2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2126!SPC LA N     -   1.00000191  x   1.00007887  =   1.00008078
 BK2126!SPC LA S     -   1.00000191  x   1.00004193  =   1.00004384
 BK2126!UTM  15      -   1.00000191  x   0.99967042  =   0.99967233
 BK2126
 BK2126                          SUPERSEDED SURVEY CONTROL
 BK2126
 BK2126  NAD 83(1986)-  30 52 30.49090(N)    092 12 34.53457(W) AD(       ) 2
 BK2126  NAD 27      -  30 52 29.79141(N)    092 12 34.08056(W) AD(       ) 2
 BK2126  NGVD 29 (??/??/??)   14.969  (m)           49.11   (f) ADJUSTED    2 2
 BK2126
 BK2126.Superseded values are not recommended for survey control.
 BK2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2126.See file dsdata.txt to determine how the superseded data were derived.
 BK2126
 BK2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7555616031(NAD 83)
 BK2126_MARKER: DE = TRAVERSE STATION DISK
 BK2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2126_SP_SET: CONCRETE POST
 BK2126_STAMPING: 20 GDS 1965
 BK2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2126+STABILITY: SURFACE MOTION
 BK2126
 BK2126  HISTORY     - Date     Condition        Report By
 BK2126  HISTORY     - 1965     MONUMENTED       USGS
 BK2126  HISTORY     - 1977     GOOD             LADTD
 BK2126
 BK2126                          STATION DESCRIPTION
 BK2126
 BK2126'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2126'5.8 MI NE FROM BUNKIE.
 BK2126'ABOUT 5.8 MILES SW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF US
 BK2126'HIGHWAY 71 IN BUNKIE, 50 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2126'29, 2.5 FT EAST OF POWER POLE NO 50, 387 FT SE OF EARLS TRIANGULATION
 BK2126'STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0975 ***********************************************************************
 BK0975  DESIGNATION -  20 V 1 LADTD
 BK0975  PID         -  BK0975
 BK0975  STATE/COUNTY-  LA/EVANGELINE
 BK0975  USGS QUAD   -  BASILE (1985)
 BK0975
 BK0975                         *CURRENT SURVEY CONTROL
 BK0975  ___________________________________________________________________
 BK0975* NAD 83(1986)-  30 28 51.     (N)    092 33 59.     (W)     SCALED    
 BK0975* NAVD 88     -        13.14   (+/-2cm)      43.1    (feet)  VERTCON   
 BK0975  ___________________________________________________________________
 BK0975  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0975
 BK0975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0975
 BK0975.The horizontal coordinates were scaled from a topographic map and have
 BK0975.an estimated accuracy of +/- 6 seconds.
 BK0975
 BK0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0975.The vertical order pertains to the NGVD 29 superseded value.
 BK0975
 BK0975.The geoid height was determined by GEOID03.
 BK0975
 BK0975;                    North         East    Units  Estimated Accuracy
 BK0975;SPC LA S     -   220,200.      881,610.      MT  (+/- 180 meters Scaled)
 BK0975
 BK0975                          SUPERSEDED SURVEY CONTROL
 BK0975
 BK0975  NGVD 29 (??/??/??)   13.095  (m)           42.96   (f) ADJUSTED    2 0
 BK0975
 BK0975.Superseded values are not recommended for survey control.
 BK0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0975.See file dsdata.txt to determine how the superseded data were derived.
 BK0975
 BK0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP416721(NAD 83)
 BK0975_MARKER: DD = SURVEY DISK
 BK0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0975_STAMPING: 20V1 1968
 BK0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0975+STABILITY: SURFACE MOTION
 BK0975
 BK0975  HISTORY     - Date     Condition        Report By
 BK0975  HISTORY     - 1968     MONUMENTED       LADTD
 BK0975  HISTORY     - 1969     GOOD             LADTD
 BK0975
 BK0975                          STATION DESCRIPTION
 BK0975
 BK0975'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0975'0.95 MI E FROM BASILE.
 BK0975'ABOUT 0.95 MILE EAST ALONG US HIGHWAY 190 FROM THE INTERSECTION OF US
 BK0975'HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF BASILE.  IN SECTION 34,
 BK0975'T6S, R2W.  99.4 FEET NORTH OF THE CENTERLINE OF US HIGHWAY 190, 16.0
 BK0975'FEET WEST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH, 216.5 FEET
 BK0975'EAST OF THE CENTERLINE OF A SHELL DRIVEWAY LEADING NORTH, 92.0 FEET
 BK0975'NORTHEAST OF THE CENTER OF A CONCRETE HEADWALL ON THE NORTH END OF A
 BK0975'CONCRETE PIPE FLUME UNDER US HIGHWAY 190, 465.0 FEET SOUTHEAST OF THE
 BK0975'SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO CALVIN
 BK0975'PERRIDON, 0.7 FOOT WEST OF A COMBINATION MESH AND BARBED WIRE FENCE.
 BK0975'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 BK0975'THE MARK IS LOCATED 1.0 FOOT SOUTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0981 ***********************************************************************
 BK0981  DESIGNATION -  20 V 2 LADTD
 BK0981  PID         -  BK0981
 BK0981  STATE/COUNTY-  LA/EVANGELINE
 BK0981  USGS QUAD   -  BASILE (1985)
 BK0981
 BK0981                         *CURRENT SURVEY CONTROL
 BK0981  ___________________________________________________________________
 BK0981* NAD 83(1986)-  30 28 50.     (N)    092 30 17.     (W)     SCALED    
 BK0981* NAVD 88     -        12.44   (+/-2cm)      40.8    (feet)  VERTCON   
 BK0981  ___________________________________________________________________
 BK0981  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0981
 BK0981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0981
 BK0981.The horizontal coordinates were scaled from a topographic map and have
 BK0981.an estimated accuracy of +/- 6 seconds.
 BK0981
 BK0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0981.The vertical order pertains to the NGVD 29 superseded value.
 BK0981
 BK0981.The geoid height was determined by GEOID03.
 BK0981
 BK0981;                    North         East    Units  Estimated Accuracy
 BK0981;SPC LA S     -   220,110.      887,530.      MT  (+/- 180 meters Scaled)
 BK0981
 BK0981                          SUPERSEDED SURVEY CONTROL
 BK0981
 BK0981  NGVD 29 (??/??/??)   12.396  (m)           40.67   (f) ADJUSTED    2 0
 BK0981
 BK0981.Superseded values are not recommended for survey control.
 BK0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0981.See file dsdata.txt to determine how the superseded data were derived.
 BK0981
 BK0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP475721(NAD 83)
 BK0981_MARKER: DD = SURVEY DISK
 BK0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0981_STAMPING: 20V2 1968
 BK0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0981+STABILITY: SURFACE MOTION
 BK0981
 BK0981  HISTORY     - Date     Condition        Report By
 BK0981  HISTORY     - 1968     MONUMENTED       LADTD
 BK0981  HISTORY     - 1969     GOOD             LADTD
 BK0981
 BK0981                          STATION DESCRIPTION
 BK0981
 BK0981'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0981'4.70 MI E FROM BASILE.
 BK0981'ABOUT 4.70 MILES EAST ALONG US HIGHWAY 190 FROM THE INTERSECTION OF US
 BK0981'HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF BASILE.  IN SECTION 31,
 BK0981'T6S, R1W.  98.8 FEET NORTH OF THE CENTERLINE OF US HIGHWAY 190, 125.0
 BK0981'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE ST. MONICA CATHOLIC
 BK0981'CHURCH, 8.0 FEET WEST OF AN 18 INCH OAK TREE, 1.0 FOOT EAST OF A
 BK0981'COMBINATION MESH AND BARBED WIRE FENCE.  SET IN THE TOP OF A CONCRETE
 BK0981'POST PROJECTING 4 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 0.9
 BK0981'FOOT SOUTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8369 ***********************************************************************
 AF8369  DESIGNATION -  20 V 3
 AF8369  PID         -  AF8369
 AF8369  STATE/COUNTY-  LA/EVANGELINE
 AF8369  USGS QUAD   -  VILLE PLATTE (1983)
 AF8369
 AF8369                         *CURRENT SURVEY CONTROL
 AF8369  ___________________________________________________________________
 AF8369* NAD 83(1986)-  30 42 01.     (N)    092 15 37.     (W)     SCALED    
 AF8369* NAVD 88     -        23.69   (+/-2cm)      77.7    (feet)  VERTCON   
 AF8369  ___________________________________________________________________
 AF8369  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AF8369
 AF8369  VERT ORDER  -  SECOND    CLASS I (See Below)
 AF8369
 AF8369.The horizontal coordinates were scaled from a topographic map and have
 AF8369.an estimated accuracy of +/- 6 seconds.
 AF8369
 AF8369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8369.The vertical order pertains to the NGVD 29 superseded value.
 AF8369
 AF8369.The geoid height was determined by GEOID03.
 AF8369
 AF8369;                    North         East    Units  Estimated Accuracy
 AF8369;SPC LA S     -   244,250.      911,200.      MT  (+/- 180 meters Scaled)
 AF8369
 AF8369                          SUPERSEDED SURVEY CONTROL
 AF8369
 AF8369  NGVD 29 (12/01/98)   23.655  (m)           77.61   (f) ADJUSTED    2 1
 AF8369
 AF8369.Superseded values are not recommended for survey control.
 AF8369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8369.See file dsdata.txt to determine how the superseded data were derived.
 AF8369
 AF8369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP708966(NAD 83)
 AF8369_MARKER: DD = SURVEY DISK
 AF8369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8369_STAMPING: 20V3 1992
 AF8369_MARK LOGO: LADH  
 AF8369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8369+STABILITY: SURFACE MOTION
 AF8369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8369+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8369
 AF8369  HISTORY     - Date     Condition        Report By
 AF8369  HISTORY     - 1992     MONUMENTED       LADTD
 AF8369
 AF8369                          STATION DESCRIPTION
 AF8369
 AF8369'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8369'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF VILLE PLATTE,
 AF8369'12.0 MI (19.3 KM) SOUTHEAST OF TURKEY CREEK AND 13.0 MI (20.9 KM)
 AF8369'NORTHWEST OF OPELOUSAS.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AF8369'TRANSPORTATION AND DEVELOPMENT. THE STATION IS LOCATED AT THE JUNCTION
 AF8369'OF STATE HIGHWAYS 29 AND 1171 JUST NORTH OF VILLE PLATTE, SET IN THE
 AF8369'SOUTHEAST QUARDRANT OF THE INTERSECTION IN FRONT OF THE CHEVRON FOOD
 AF8369'MART. THE STATION IS 83.0 FT (25.3 M) SOUTH-SOUTHEAST FROM THE EASTERN
 AF8369'DIRECTION OF HIGHWAY 29, 58.5 FT (17.8 M) EAST-NORTHEAST FROM THE
 AF8369'NORTHERN DIRECTION OF HIGHWAY 29, 22.0 FT (6.7 M) NORTH-NORTHWEST FROM
 AF8369'A TELEPHONE POLE NUMBER 00100 P 16, 2.0 FT (0.6 M) WEST-SOUTHWEST FROM
 AF8369'A RIGHT-OF-WAY MARKER, 2.0 FT (0.6 M) WEST-SOUTHWEST FROM A METAL
 AF8369'WITNESS POST WITH SIGN ATTACHED, FLUSH WITH THE LEVEL OF THE GROUND
 AF8369'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8370 ***********************************************************************
 AF8370  DESIGNATION -  20 V 4
 AF8370  PID         -  AF8370
 AF8370  STATE/COUNTY-  LA/EVANGELINE
 AF8370  USGS QUAD   -  TATE COVE (1992)
 AF8370
 AF8370                         *CURRENT SURVEY CONTROL
 AF8370  ___________________________________________________________________
 AF8370* NAD 83(1986)-  30 42 02.     (N)    092 14 14.     (W)     SCALED    
 AF8370* NAVD 88     -        23.85   (+/-2cm)      78.2    (feet)  VERTCON   
 AF8370  ___________________________________________________________________
 AF8370  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AF8370
 AF8370  VERT ORDER  -  SECOND    CLASS I (See Below)
 AF8370
 AF8370.The horizontal coordinates were scaled from a topographic map and have
 AF8370.an estimated accuracy of +/- 6 seconds.
 AF8370
 AF8370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8370.The vertical order pertains to the NGVD 29 superseded value.
 AF8370
 AF8370.The geoid height was determined by GEOID03.
 AF8370
 AF8370;                    North         East    Units  Estimated Accuracy
 AF8370;SPC LA S     -   244,270.      913,410.      MT  (+/- 180 meters Scaled)
 AF8370
 AF8370                          SUPERSEDED SURVEY CONTROL
 AF8370
 AF8370  NGVD 29 (12/01/98)   23.815  (m)           78.13   (f) ADJUSTED    2 1
 AF8370
 AF8370.Superseded values are not recommended for survey control.
 AF8370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8370.See file dsdata.txt to determine how the superseded data were derived.
 AF8370
 AF8370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP730966(NAD 83)
 AF8370_MARKER: DD = SURVEY DISK
 AF8370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8370_STAMPING: 20V4 1992
 AF8370_MARK LOGO: LADH  
 AF8370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8370+STABILITY: SURFACE MOTION
 AF8370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8370+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8370
 AF8370  HISTORY     - Date     Condition        Report By
 AF8370  HISTORY     - 1992     MONUMENTED       LADTD
 AF8370
 AF8370                          STATION DESCRIPTION
 AF8370
 AF8370'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8370'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF VILLE
 AF8370'PLATTE, 12.0 MI (19.3 KM) NORTHWEST OF OPELOUSAS AND 13.0 MI (20.9 KM)
 AF8370'SOUTHEAST OF TURKEY CREEK.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AF8370'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AF8370'OF STATE HIGHWAYS 29 AND 1171 JUST NORTH OF VILLE PLATTE, GO NORTHEAST
 AF8370'FOR 1.5 MI (2.4 KM) ON HIGHWAY 29 TO THE JUNCTION WITH STATE HIGHWAY
 AF8370'363 AND THE STATION SET IN THE NORTHEAST QUARDRANT OF THE
 AF8370'INTERSECTION. THE STATION IS 68.0 FT (20.7 M) NORTHEAST FROM THE
 AF8370'CENTER OF HIGHWAY 363, 55.5 FT (16.9 M) SOUTHEAST FROM THE CENTER OF
 AF8370'HIGHWAY 29, 36.0 FT (11.0 M) NORTHEAST FROM THE NORTH END OF A CEMENT
 AF8370'CULVERT UNDER HIGHWAY 363, 26.0 FT (7.9 M) WEST FROM A POWER POLE
 AF8370'NUMBER 0157 WITH TRANSFORMER ATTACHED, 22.5 FT (6.9 M) SOUTH-SOUTHEAST
 AF8370'FROM THE SOUTH END OF A CEMENT CULVERT, 5.5 FT (1.7 M) EAST-SOUTHEAST
 AF8370'FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH THE GROUND
 AF8370'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8371 ***********************************************************************
 AF8371  DESIGNATION -  20 V 5
 AF8371  PID         -  AF8371
 AF8371  STATE/COUNTY-  LA/EVANGELINE
 AF8371  USGS QUAD   -  TATE COVE (1992)
 AF8371
 AF8371                         *CURRENT SURVEY CONTROL
 AF8371  ___________________________________________________________________
 AF8371* NAD 83(1986)-  30 42 53.     (N)    092 14 13.     (W)     SCALED    
 AF8371* NAVD 88     -        19.60   (+/-2cm)      64.3    (feet)  VERTCON   
 AF8371  ___________________________________________________________________
 AF8371  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AF8371
 AF8371  VERT ORDER  -  SECOND    CLASS I (See Below)
 AF8371
 AF8371.The horizontal coordinates were scaled from a topographic map and have
 AF8371.an estimated accuracy of +/- 6 seconds.
 AF8371
 AF8371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8371.The vertical order pertains to the NGVD 29 superseded value.
 AF8371
 AF8371.The geoid height was determined by GEOID03.
 AF8371
 AF8371;                    North         East    Units  Estimated Accuracy
 AF8371;SPC LA S     -   245,840.      913,450.      MT  (+/- 180 meters Scaled)
 AF8371
 AF8371                          SUPERSEDED SURVEY CONTROL
 AF8371
 AF8371  NGVD 29 (12/01/98)   19.566  (m)           64.19   (f) ADJUSTED    2 1
 AF8371
 AF8371.Superseded values are not recommended for survey control.
 AF8371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8371.See file dsdata.txt to determine how the superseded data were derived.
 AF8371
 AF8371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP730982(NAD 83)
 AF8371_MARKER: DD = SURVEY DISK
 AF8371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8371_STAMPING: 20V5 1992
 AF8371_MARK LOGO: LADH  
 AF8371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8371+STABILITY: SURFACE MOTION
 AF8371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8371+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8371
 AF8371  HISTORY     - Date     Condition        Report By
 AF8371  HISTORY     - 1992     MONUMENTED       LADTD
 AF8371
 AF8371                          STATION DESCRIPTION
 AF8371
 AF8371'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8371'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF VILLE
 AF8371'PLATTE, 12.0 MI (19.3 KM) NORTHWEST OF OPELOUSAS AND 13.0 SOUTHEAST OF
 AF8371'TURKEY CREEK.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8371'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AF8371'29 AND 1171 JUST NORTH OF VILLE PLATTE, GO EAST AND THEN NORTH FOR 2.5
 AF8371'MI (4.0 KM) ON HIGHWAY 29 TO THE JUNCTION WITH A GRAVEL ROAD LEADING
 AF8371'WEST AND THE STATION SET IN THE NORTHWEST QUARDRANT OF THE JUNCTION.
 AF8371'THE STATION IS 62.0 FT (18.9 M) NORTH FROM THE CENTER OF THE GRAVEL
 AF8371'ROAD, 42.0 FT (12.8 M) WEST FROM THE CENTER OF THE HIGHWAY, 38.5 FT
 AF8371'(11.7 M) NORTH-NORTHEAST FROM THE NORTH END OF A CEMENT CULVERT UNDER
 AF8371'THE GRAVEL ROAD, 29.0 FT (8.8 M) SOUTH FROM A POWER POLE NUMBER 143,
 AF8371'2.0 FT (0.6 M) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED,
 AF8371'FLUSH WITH THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 AF8371'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8372 ***********************************************************************
 AF8372  DESIGNATION -  20 V 6
 AF8372  PID         -  AF8372
 AF8372  STATE/COUNTY-  LA/EVANGELINE
 AF8372  USGS QUAD   -  TATE COVE (1992)
 AF8372
 AF8372                         *CURRENT SURVEY CONTROL
 AF8372  ___________________________________________________________________
 AF8372* NAD 83(1986)-  30 44 38.     (N)    092 14 33.     (W)     SCALED    
 AF8372* NAVD 88     -        21.83   (+/-2cm)      71.6    (feet)  VERTCON   
 AF8372  ___________________________________________________________________
 AF8372  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AF8372
 AF8372  VERT ORDER  -  SECOND    CLASS I (See Below)
 AF8372
 AF8372.The horizontal coordinates were scaled from a topographic map and have
 AF8372.an estimated accuracy of +/- 6 seconds.
 AF8372
 AF8372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8372.The vertical order pertains to the NGVD 29 superseded value.
 AF8372
 AF8372.The geoid height was determined by GEOID03.
 AF8372
 AF8372;                    North         East    Units  Estimated Accuracy
 AF8372;SPC LA S     -   249,080.      912,940.      MT  (+/- 180 meters Scaled)
 AF8372
 AF8372                          SUPERSEDED SURVEY CONTROL
 AF8372
 AF8372  NGVD 29 (12/01/98)   21.796  (m)           71.51   (f) ADJUSTED    2 1
 AF8372
 AF8372.Superseded values are not recommended for survey control.
 AF8372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8372.See file dsdata.txt to determine how the superseded data were derived.
 AF8372
 AF8372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ725014(NAD 83)
 AF8372_MARKER: DD = SURVEY DISK
 AF8372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8372_STAMPING: 20V6 1992
 AF8372_MARK LOGO: LADH  
 AF8372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8372+STABILITY: SURFACE MOTION
 AF8372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8372+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1996
 AF8372
 AF8372  HISTORY     - Date     Condition        Report By
 AF8372  HISTORY     - 1992     MONUMENTED       LADH
 AF8372  HISTORY     - 19960305 GOOD             LADTD
 AF8372
 AF8372                          STATION DESCRIPTION
 AF8372
 AF8372'DESCRIBED BY LA TRANSP AND DEV 1996 (TLH)
 AF8372'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF VILLE PLATTE,
 AF8372'11.0 MI (17.7 KM) SOUTHEAST OF TURKEY CREEK AND 15.0 MI (24.1 KM)
 AF8372'NORTHWEST OF OPELOUSAS.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AF8372'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AF8372'OF STATE HIGHWAYS 29 AND 1171 JUST NORTH OF VILLE PLATTE, GO NORTH FOR
 AF8372'3.3 MI (5.3 KM) ON HIGHWAY 1171 TO THE STATION ON THE LEFT, SET IN THE
 AF8372'NORTHWEST CORNER OF THE WEST END OF A 2-CHANNEL BOX CULVERT, 0.1 MI
 AF8372'(0.2 KM) SOUTH OF THE JUNCTION WITH STATE HIGHWAY 3247. THE STATION IS
 AF8372'42.5 FT (13.0 M) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 41.5 FT
 AF8372'(12.6 M) NORTHEAST FROM THE SOUTH END OF THE WEST HEADWALL, 1.0 FT
 AF8372'(0.3 M) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, 0.5 FT
 AF8372'(15.2 CM) SOUTHWEST FROM THE NORTH END OF THE WEST HEADWALL, FLUSH
 AF8372'WITH THE HEADWALL AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF THE
 AF8372'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1185 ***********************************************************************
 CP1185  DESIGNATION -  2000 A BOLT
 CP1185  PID         -  CP1185
 CP1185  STATE/COUNTY-  LA/EAST CARROLL
 CP1185  USGS QUAD   -  SONDHEIMER (1994)
 CP1185
 CP1185                         *CURRENT SURVEY CONTROL
 CP1185  ___________________________________________________________________
 CP1185* NAD 83(1986)-  32 35 30.     (N)    091 08 54.     (W)     SCALED    
 CP1185* NAVD 88     -        26.97   (+/-2cm)      88.5    (feet)  VERTCON   
 CP1185  ___________________________________________________________________
 CP1185  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1185
 CP1185  VERT ORDER  -  ? (See Below)
 CP1185
 CP1185.The horizontal coordinates were scaled from a topographic map and have
 CP1185.an estimated accuracy of +/- 6 seconds.
 CP1185
 CP1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1185.The vertical order pertains to the NGVD 29 superseded value.
 CP1185
 CP1185.The geoid height was determined by GEOID03.
 CP1185
 CP1185;                    North         East    Units  Estimated Accuracy
 CP1185;SPC LA N     -   232,710.    1,126,890.      MT  (+/- 180 meters Scaled)
 CP1185
 CP1185                          SUPERSEDED SURVEY CONTROL
 CP1185
 CP1185  NGVD 29 (??/??/92)   27.009  (m)           88.61   (f) ADJ UNCH    ?  
 CP1185
 CP1185.Superseded values are not recommended for survey control.
 CP1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1185.See file dsdata.txt to determine how the superseded data were derived.
 CP1185
 CP1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS737075(NAD 83)
 CP1185_MARKER: B = BOLT
 CP1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1185_SP_SET: STONE
 CP1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1185+STABILITY: SURFACE MOTION
 CP1185
 CP1185  HISTORY     - Date     Condition        Report By
 CP1185  HISTORY     - UNK      MONUMENTED       DOD
 CP1185  HISTORY     - 1934     GOOD             DOD
 CP1185
 CP1185                          STATION DESCRIPTION
 CP1185
 CP1185'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1185'3 MI NE FROM ROOSEVELT.
 CP1185'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1185'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 3 MILES NORTHEAST
 CP1185'OF ROOSEVELT, LA.  SOUTHWEST OF LEVEE STATION NO. 2000.  IN WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1184 ***********************************************************************
 CP1184  DESIGNATION -  2000 A CAP
 CP1184  PID         -  CP1184
 CP1184  STATE/COUNTY-  LA/EAST CARROLL
 CP1184  USGS QUAD   -  SONDHEIMER (1994)
 CP1184
 CP1184                         *CURRENT SURVEY CONTROL
 CP1184  ___________________________________________________________________
 CP1184* NAD 83(1986)-  32 35 29.     (N)    091 09 18.     (W)     SCALED    
 CP1184* NAVD 88     -        28.20   (+/-2cm)      92.5    (feet)  VERTCON   
 CP1184  ___________________________________________________________________
 CP1184  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1184
 CP1184  VERT ORDER  -  ? (See Below)
 CP1184
 CP1184.The horizontal coordinates were scaled from a topographic map and have
 CP1184.an estimated accuracy of +/- 6 seconds.
 CP1184
 CP1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1184.The vertical order pertains to the NGVD 29 superseded value.
 CP1184
 CP1184.The geoid height was determined by GEOID03.
 CP1184
 CP1184;                    North         East    Units  Estimated Accuracy
 CP1184;SPC LA N     -   232,670.    1,126,270.      MT  (+/- 180 meters Scaled)
 CP1184
 CP1184                          SUPERSEDED SURVEY CONTROL
 CP1184
 CP1184  NGVD 29 (??/??/92)   28.230  (m)           92.62   (f) ADJ UNCH    ?  
 CP1184
 CP1184.Superseded values are not recommended for survey control.
 CP1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1184.See file dsdata.txt to determine how the superseded data were derived.
 CP1184
 CP1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS731074(NAD 83)
 CP1184_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1184
 CP1184  HISTORY     - Date     Condition        Report By
 CP1184  HISTORY     - UNK      MONUMENTED       DOD
 CP1184  HISTORY     - 1934     GOOD             DOD
 CP1184
 CP1184                          STATION DESCRIPTION
 CP1184
 CP1184'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1184'3 MI NE FROM ROOSEVELT.
 CP1184'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1184'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 3 MILES NORTHEAST
 CP1184'OF ROOSEVELT, LA.  SOUTHWEST OF LEVEE STATION NO. 2000.  IN WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0247 ***********************************************************************
 CQ0247  DESIGNATION -  2006 LAGS
 CQ0247  PID         -  CQ0247
 CQ0247  STATE/COUNTY-  LA/UNION
 CQ0247  USGS QUAD   -  POINT (1994)
 CQ0247
 CQ0247                         *CURRENT SURVEY CONTROL
 CQ0247  ___________________________________________________________________
 CQ0247* NAD 83(1986)-  32 39 20.     (N)    092 20 28.     (W)     SCALED    
 CQ0247* NAVD 88     -        68.341  (meters)     224.22   (feet)  ADJUSTED  
 CQ0247  ___________________________________________________________________
 CQ0247  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0247  DYNAMIC HT  -          68.266 (meters)     223.97  (feet)  COMP
 CQ0247  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CQ0247
 CQ0247  VERT ORDER  -  SECOND    CLASS 0
 CQ0247
 CQ0247.The horizontal coordinates were scaled from a topographic map and have
 CQ0247.an estimated accuracy of +/- 6 seconds.
 CQ0247
 CQ0247.The orthometric height was determined by differential leveling
 CQ0247.and adjusted by the National Geodetic Survey in June 1991..
 CQ0247
 CQ0247.The geoid height was determined by GEOID03.
 CQ0247
 CQ0247.The dynamic height is computed by dividing the NAVD 88
 CQ0247.geopotential number by the normal gravity value computed on the
 CQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0247.degrees latitude (g = 980.6199 gals.).
 CQ0247
 CQ0247.The modeled gravity was interpolated from observed gravity values.
 CQ0247
 CQ0247;                    North         East    Units  Estimated Accuracy
 CQ0247;SPC LA N     -   239,020.    1,014,910.      MT  (+/- 180 meters Scaled)
 CQ0247
 CQ0247                          SUPERSEDED SURVEY CONTROL
 CQ0247
 CQ0247  NGVD 29 (??/??/??)   68.422  (m)          224.48   (f) ADJUSTED    2 0
 CQ0247
 CQ0247.Superseded values are not recommended for survey control.
 CQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0247.See file dsdata.txt to determine how the superseded data were derived.
 CQ0247
 CQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS617132(NAD 83)
 CQ0247_MARKER: DD = SURVEY DISK
 CQ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0247_STAMPING: 2006
 CQ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0247+STABILITY: SURFACE MOTION
 CQ0247
 CQ0247  HISTORY     - Date     Condition        Report By
 CQ0247  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0247  HISTORY     - 1968     GOOD             LADH
 CQ0247  HISTORY     - 19970218 GOOD             USPSQD
 CQ0247  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ0247
 CQ0247                          STATION DESCRIPTION
 CQ0247
 CQ0247'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0247'11.6 MI SE FROM FARMERVILLE.
 CQ0247'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0247'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0247'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 1.9 MILES TO
 CQ0247'THE MARK ON THE LEFT.  IT IS 3.9 MILES WEST OF THE POINT POST OFFICE,
 CQ0247'44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT KINGS CEMETERY, 37
 CQ0247'FEET NORTHWEST OF A 2 1/2 FOOT PECAN TREE, 10 FEET NORTH OF A WIRE
 CQ0247'FENCE, AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST.  IT IS A STATE
 CQ0247'CONTROL SURVEY DISK STAMPED 2006, SET IN THE TOP OF A CONCRETE POST
 CQ0247'PROJECTING 3-INCHES.
 CQ0247
 CQ0247                          STATION RECOVERY (1997)
 CQ0247
 CQ0247'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0247'RECOVERED IN GOOD CONDITION.
 CQ0247
 CQ0247                          STATION RECOVERY (2005)
 CQ0247
 CQ0247'RECOVERY NOTE BY US POWER SQUADRON 2005 (CR)
 CQ0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0251 ***********************************************************************
 CQ0251  DESIGNATION -  2007 LAGS
 CQ0251  PID         -  CQ0251
 CQ0251  STATE/COUNTY-  LA/UNION
 CQ0251  USGS QUAD   -  POINT (1994)
 CQ0251
 CQ0251                         *CURRENT SURVEY CONTROL
 CQ0251  ___________________________________________________________________
 CQ0251* NAD 83(1986)-  32 39 23.     (N)    092 19 32.     (W)     SCALED    
 CQ0251* NAVD 88     -        79.936  (meters)     262.26   (feet)  ADJUSTED  
 CQ0251  ___________________________________________________________________
 CQ0251  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0251  DYNAMIC HT  -          79.847 (meters)     261.96  (feet)  COMP
 CQ0251  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CQ0251
 CQ0251  VERT ORDER  -  SECOND    CLASS 0
 CQ0251
 CQ0251.The horizontal coordinates were scaled from a topographic map and have
 CQ0251.an estimated accuracy of +/- 6 seconds.
 CQ0251
 CQ0251.The orthometric height was determined by differential leveling
 CQ0251.and adjusted by the National Geodetic Survey in June 1991..
 CQ0251
 CQ0251.The geoid height was determined by GEOID03.
 CQ0251
 CQ0251.The dynamic height is computed by dividing the NAVD 88
 CQ0251.geopotential number by the normal gravity value computed on the
 CQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0251.degrees latitude (g = 980.6199 gals.).
 CQ0251
 CQ0251.The modeled gravity was interpolated from observed gravity values.
 CQ0251
 CQ0251;                    North         East    Units  Estimated Accuracy
 CQ0251;SPC LA N     -   239,110.    1,016,370.      MT  (+/- 180 meters Scaled)
 CQ0251
 CQ0251                          SUPERSEDED SURVEY CONTROL
 CQ0251
 CQ0251  NGVD 29 (??/??/??)   80.015  (m)          262.52   (f) ADJUSTED    2 0
 CQ0251
 CQ0251.Superseded values are not recommended for survey control.
 CQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0251.See file dsdata.txt to determine how the superseded data were derived.
 CQ0251
 CQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS632133(NAD 83)
 CQ0251_MARKER: DD = SURVEY DISK
 CQ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0251_STAMPING: 2007
 CQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0251+STABILITY: SURFACE MOTION
 CQ0251
 CQ0251  HISTORY     - Date     Condition        Report By
 CQ0251  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0251  HISTORY     - 1968     GOOD             LADH
 CQ0251  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 CQ0251  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ0251
 CQ0251                          STATION DESCRIPTION
 CQ0251
 CQ0251'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0251'12.4 MI SE FROM FARMERVILLE.
 CQ0251'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0251'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0251'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 2.7 MILES TO
 CQ0251'THE MARK ON THE LEFT.  IT IS 3.1 MILES WEST OF THE POINT POST OFFICE,
 CQ0251'0.2 MILES WEST OF THE INTERSECTION OF A PARISH ROAD LEADING SOUTHEAST,
 CQ0251'60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTH OF A
 CQ0251'FENCE, 51 FEET NORTHWEST OF A POWER POLE, AND 1 1/2 FEET NORTH OF A
 CQ0251'STEEL WITNESS POST.  IT IS A STATE CONTROL SURVEY DISK STAMPED 2007,
 CQ0251'SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
 CQ0251
 CQ0251                          STATION RECOVERY (1997)
 CQ0251
 CQ0251'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0251'MARK NOT FOUND.
 CQ0251
 CQ0251                          STATION RECOVERY (2005)
 CQ0251
 CQ0251'RECOVERY NOTE BY US POWER SQUADRON 2005 (CR)
 CQ0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0252 ***********************************************************************
 CQ0252  DESIGNATION -  2008 LAGS
 CQ0252  PID         -  CQ0252
 CQ0252  STATE/COUNTY-  LA/UNION
 CQ0252  USGS QUAD   -  POINT (1994)
 CQ0252
 CQ0252                         *CURRENT SURVEY CONTROL
 CQ0252  ___________________________________________________________________
 CQ0252* NAD 83(1986)-  32 39 19.     (N)    092 19 11.     (W)     SCALED    
 CQ0252* NAVD 88     -        70.058  (meters)     229.85   (feet)  ADJUSTED  
 CQ0252  ___________________________________________________________________
 CQ0252  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0252  DYNAMIC HT  -          69.980 (meters)     229.59  (feet)  COMP
 CQ0252  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CQ0252
 CQ0252  VERT ORDER  -  SECOND    CLASS 0
 CQ0252
 CQ0252.The horizontal coordinates were scaled from a topographic map and have
 CQ0252.an estimated accuracy of +/- 6 seconds.
 CQ0252
 CQ0252.The orthometric height was determined by differential leveling
 CQ0252.and adjusted by the National Geodetic Survey in June 1991..
 CQ0252
 CQ0252.The geoid height was determined by GEOID03.
 CQ0252
 CQ0252.The dynamic height is computed by dividing the NAVD 88
 CQ0252.geopotential number by the normal gravity value computed on the
 CQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0252.degrees latitude (g = 980.6199 gals.).
 CQ0252
 CQ0252.The modeled gravity was interpolated from observed gravity values.
 CQ0252
 CQ0252;                    North         East    Units  Estimated Accuracy
 CQ0252;SPC LA N     -   238,990.    1,016,910.      MT  (+/- 180 meters Scaled)
 CQ0252
 CQ0252                          SUPERSEDED SURVEY CONTROL
 CQ0252
 CQ0252  NGVD 29 (??/??/??)   70.137  (m)          230.11   (f) ADJUSTED    2 0
 CQ0252
 CQ0252.Superseded values are not recommended for survey control.
 CQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0252.See file dsdata.txt to determine how the superseded data were derived.
 CQ0252
 CQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS637132(NAD 83)
 CQ0252_MARKER: DD = SURVEY DISK
 CQ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0252_STAMPING: 2008
 CQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0252+STABILITY: SURFACE MOTION
 CQ0252
 CQ0252  HISTORY     - Date     Condition        Report By
 CQ0252  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0252  HISTORY     - 1968     GOOD             LADH
 CQ0252  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 CQ0252  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ0252
 CQ0252                          STATION DESCRIPTION
 CQ0252
 CQ0252'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0252'12.7 MI SE FROM FARMERVILLE.
 CQ0252'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0252'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0252'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 3.0 MILES TO
 CQ0252'THE MARK ON THE RIGHT.  IT IS 2.8 MILES WEST OF THE POINT POST OFFICE,
 CQ0252'37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A
 CQ0252'STEEL WITNESS POST.  IT IS A STATE CONTROL SURVEY DISK STAMPED 2008,
 CQ0252'SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 CQ0252
 CQ0252                          STATION RECOVERY (1997)
 CQ0252
 CQ0252'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0252'MARK NOT FOUND.
 CQ0252
 CQ0252                          STATION RECOVERY (2005)
 CQ0252
 CQ0252'RECOVERY NOTE BY US POWER SQUADRON 2005 (TDJ)
 CQ0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2422 ***********************************************************************
 BJ2422  DESIGNATION -  201
 BJ2422  PID         -  BJ2422
 BJ2422  STATE/COUNTY-  LA/ST MARTIN
 BJ2422  USGS QUAD   -  COW BAYOU (1992)
 BJ2422
 BJ2422                         *CURRENT SURVEY CONTROL
 BJ2422  ___________________________________________________________________
 BJ2422* NAD 83(1986)-  30 15 24.     (N)    091 35 22.     (W)     SCALED    
 BJ2422* NAVD 88     -         5.39   (+/-2cm)      17.7    (feet)  VERTCON   
 BJ2422  ___________________________________________________________________
 BJ2422  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ2422
 BJ2422  VERT ORDER  -  ? (See Below)
 BJ2422
 BJ2422.The horizontal coordinates were scaled from a topographic map and have
 BJ2422.an estimated accuracy of +/- 6 seconds.
 BJ2422
 BJ2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2422.The vertical order pertains to the NGVD 29 superseded value.
 BJ2422
 BJ2422.The geoid height was determined by GEOID03.
 BJ2422
 BJ2422;                    North         East    Units  Estimated Accuracy
 BJ2422;SPC LA S     -   194,750.      975,350.      MT  (+/- 180 meters Scaled)
 BJ2422
 BJ2422                          SUPERSEDED SURVEY CONTROL
 BJ2422
 BJ2422  NGVD 29 (??/??/??)    5.407  (m)           17.74   (f) ADJUSTED    ?  
 BJ2422
 BJ2422.Superseded values are not recommended for survey control.
 BJ2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2422.See file dsdata.txt to determine how the superseded data were derived.
 BJ2422
 BJ2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP357480(NAD 83)
 BJ2422_MARKER: S = SPIKE
 BJ2422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2422_SP_SET: TREE
 BJ2422_STAMPING: PRE B.M. 201 1933
 BJ2422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2422
 BJ2422  HISTORY     - Date     Condition        Report By
 BJ2422  HISTORY     - 1933     MONUMENTED       DOD
 BJ2422
 BJ2422                          STATION DESCRIPTION
 BJ2422
 BJ2422'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2422'8.8 MI SE FROM BUTTE LA ROSE.
 BJ2422'8.8 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2422'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 200 FEET
 BJ2422'BELOW MILEPOST 3.5, ABOUT 600 FEET NORTHWEST OF BIG TENSAS BAYOU, 50
 BJ2422'FEET BACK OF THE RIVER BANK, AT AN 18-INCH LEANING WILLOW TREE WITH A
 BJ2422'BRASS PLATE STAMPED PRE B.M. 201, 1933, IN THE DIAMOND BLAZE ON THE
 BJ2422'RIVERSIDE OF THE TREE, AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND. A
 BJ2422'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2423 ***********************************************************************
 BJ2423  DESIGNATION -  201 A
 BJ2423  PID         -  BJ2423
 BJ2423  STATE/COUNTY-  LA/ST MARTIN
 BJ2423  USGS QUAD   -  COW BAYOU (1992)
 BJ2423
 BJ2423                         *CURRENT SURVEY CONTROL
 BJ2423  ___________________________________________________________________
 BJ2423* NAD 83(1986)-  30 15 23.     (N)    091 35 22.     (W)     SCALED    
 BJ2423* NAVD 88     -         8.23   (+/-2cm)      27.0    (feet)  VERTCON   
 BJ2423  ___________________________________________________________________
 BJ2423  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ2423
 BJ2423  VERT ORDER  -  ? (See Below)
 BJ2423
 BJ2423.The horizontal coordinates were scaled from a topographic map and have
 BJ2423.an estimated accuracy of +/- 6 seconds.
 BJ2423
 BJ2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2423.The vertical order pertains to the NGVD 29 superseded value.
 BJ2423
 BJ2423.The geoid height was determined by GEOID03.
 BJ2423
 BJ2423;                    North         East    Units  Estimated Accuracy
 BJ2423;SPC LA S     -   194,710.      975,350.      MT  (+/- 180 meters Scaled)
 BJ2423
 BJ2423                          SUPERSEDED SURVEY CONTROL
 BJ2423
 BJ2423  NGVD 29 (??/??/??)    8.242  (m)           27.04   (f) ADJUSTED    ?  
 BJ2423
 BJ2423.Superseded values are not recommended for survey control.
 BJ2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2423.See file dsdata.txt to determine how the superseded data were derived.
 BJ2423
 BJ2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP357480(NAD 83)
 BJ2423_MARKER: S = SPIKE
 BJ2423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2423_SP_SET: TREE
 BJ2423_STAMPING: PRE B.M. 201 A 1933
 BJ2423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2423
 BJ2423  HISTORY     - Date     Condition        Report By
 BJ2423  HISTORY     - 1933     MONUMENTED       DOD
 BJ2423
 BJ2423                          STATION DESCRIPTION
 BJ2423
 BJ2423'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2423'8.8 MI SE FROM BUTTE LA ROSE.
 BJ2423'8.8 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2423'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 40 FEET BACK OF A
 BJ2423'POINT 10 FEET BELOW P.B.M. 201 (U.S.E), DESCRIBED ABOVE, AT A 6-INCH
 BJ2423'CYPRESS TREE WITH A BRASS PLATE STAMPED PRE B.M. 201 A 1933, IN THE
 BJ2423'DIAMOND BLAZE ON THE RIVERSIDE OF THE TREE, AND ABOUT 10 FEET HIGHER
 BJ2423'THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2944 ***********************************************************************
 AU2944  DESIGNATION -  201 PLUS 786 USE 1966
 AU2944  PID         -  AU2944
 AU2944  STATE/COUNTY-  LA/JEFFERSON
 AU2944  USGS QUAD   -  CAMINADA PASS (1994)
 AU2944
 AU2944                         *CURRENT SURVEY CONTROL
 AU2944  ___________________________________________________________________
 AU2944* NAD 83(1992)-  29 14 24.89077(N)    090 00 06.70760(W)     ADJUSTED  
 AU2944* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2944  **This station is located in a subsidence area (see below).
 AU2944  ___________________________________________________________________
 AU2944  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AU2944  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AU2944
 AU2944  HORZ ORDER  -  SECOND
 AU2944
 AU2944.The horizontal coordinates were established by classical geodetic methods
 AU2944.and adjusted by the National Geodetic Survey in January 1993..
 AU2944
 AU2944 ** The orthometric height has not been validated since last determined
 AU2944 ** by differential leveling and should not be used for control purposes.
 AU2944 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2944 ** area with valid NAVD 88 orthometric heights.
 AU2944 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2944 ** epoch indicated which incorporates improved geoid heights for the
 AU2944 ** Southern Louisiana Subsidence area.
 AU2944 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2944.The orthometric height was scaled from a topographic map.
 AU2944
 AU2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2944
 AU2944.The geoid height was determined by GEOID03.
 AU2944
 AU2944;                    North         East     Units Scale Factor Converg.
 AU2944;SPC LA S     -    82,806.614 1,129,434.650   MT  1.00001318   +0 39 56.7
 AU2944;SPC LA S     -   271,674.70  3,705,486.85   sFT  1.00001318   +0 39 56.7
 AU2944;UTM  15      - 3,238,329.916   791,410.527   MT  1.00064802   +1 27 56.0
 AU2944;UTM  16      - 3,238,339.193   208,227.099   MT  1.00065063   -1 28 02.5
 AU2944
 AU2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2944!SPC LA S     -   1.00000360  x   1.00001318  =   1.00001678
 AU2944!UTM  15      -   1.00000360  x   1.00064802  =   1.00065162
 AU2944!UTM  16      -   1.00000360  x   1.00065063  =   1.00065423
 AU2944
 AU2944                          SUPERSEDED SURVEY CONTROL
 AU2944
 AU2944  NAD 83(1986)-  29 14 24.90437(N)    090 00 06.71757(W) AD(       ) 2
 AU2944  NAD 27      -  29 14 24.08334(N)    090 00 06.45782(W) AD(       ) 2
 AU2944
 AU2944.Superseded values are not recommended for survey control.
 AU2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2944.See file dsdata.txt to determine how the superseded data were derived.
 AU2944
 AU2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN9141138330(NAD 83)
 AU2944_MARKER: DD = SURVEY DISK
 AU2944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU2944+WITH SETTING: INFORMATION.
 AU2944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2944
 AU2944  HISTORY     - Date     Condition        Report By
 AU2944  HISTORY     - 1966     MONUMENTED       USE
 AU2944
 AU2944                          STATION DESCRIPTION
 AU2944
 AU2944'DESCRIBED BY US ENGINEERS 1966
 AU2944'STATION IS LOCATED ON THE NORTH SHORE OF GRAND ISLE, ABOUT
 AU2944'0.35 MILE NORTH-NORTHWEST OF THE COAST GUARD STATION AND ON A
 AU2944'POINT OF LAND FORMERLY USED AS A BOAT LANDING.
 AU2944'
 AU2944'TO REACH THE STATION FROM THE POST OFFICE IN GRAND ISLE, GO
 AU2944'WEST ON STATE HIGHWAY 1 FOR 0.3 MILE TO A SIDE ROAD RIGHT.
 AU2944'(COUNTY ROUTE 574-5).  TURN RIGHT AND GO NORTH ON A BLACKTOP
 AU2944'STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST FOR
 AU2944'ABOUT 100 FEET TO A SIDE ROAD LEFT.  TURN LEFT, PASS BETWEEN
 AU2944'TWO HOUSES AND GO NORTH ON A SHELL ROAD FOR 0.1 MILE TO THE
 AU2944'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE SHELL ROAD
 AU2944'FOR 0.25 MILE TO THE STATION ON THE LEFT AT THE END OF THE
 AU2944'ROAD.
 AU2944'
 AU2944'201+786 (USE), A U.S. CORPS OF ENGINEERS SURVEY DISK STAMPED
 AU2944'201+786, IS CRIMPED TO THE TOP OF A 1 INCH CAST IRON PIPE
 AU2944'WHICH PROJECTS 18 INCHES.  IT IS 69 FEET NORTH OF THE NORTHEAST
 AU2944'CORNER OF THE CONCRETE BLOCK BUILDING AND 3 FEET EAST OF THE
 AU2944'WATERS EDGE IN THE WATERS EDGE IN THE WATER AT HIGH TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0254 ***********************************************************************
 CQ0254  DESIGNATION -  2013 LAGS
 CQ0254  PID         -  CQ0254
 CQ0254  STATE/COUNTY-  LA/UNION
 CQ0254  USGS QUAD   -  POINT (1994)
 CQ0254
 CQ0254                         *CURRENT SURVEY CONTROL
 CQ0254  ___________________________________________________________________
 CQ0254* NAD 83(1986)-  32 39 48.     (N)    092 17 35.     (W)     SCALED    
 CQ0254* NAVD 88     -        57.047  (meters)     187.16   (feet)  ADJUSTED  
 CQ0254  ___________________________________________________________________
 CQ0254  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0254  DYNAMIC HT  -          56.984 (meters)     186.96  (feet)  COMP
 CQ0254  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CQ0254
 CQ0254  VERT ORDER  -  SECOND    CLASS 0
 CQ0254
 CQ0254.The horizontal coordinates were scaled from a topographic map and have
 CQ0254.an estimated accuracy of +/- 6 seconds.
 CQ0254
 CQ0254.The orthometric height was determined by differential leveling
 CQ0254.and adjusted by the National Geodetic Survey in June 1991..
 CQ0254
 CQ0254.The geoid height was determined by GEOID03.
 CQ0254
 CQ0254.The dynamic height is computed by dividing the NAVD 88
 CQ0254.geopotential number by the normal gravity value computed on the
 CQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0254.degrees latitude (g = 980.6199 gals.).
 CQ0254
 CQ0254.The modeled gravity was interpolated from observed gravity values.
 CQ0254
 CQ0254;                    North         East    Units  Estimated Accuracy
 CQ0254;SPC LA N     -   239,890.    1,019,410.      MT  (+/- 180 meters Scaled)
 CQ0254
 CQ0254                          SUPERSEDED SURVEY CONTROL
 CQ0254
 CQ0254  NGVD 29 (??/??/??)   57.127  (m)          187.42   (f) ADJUSTED    2 0
 CQ0254
 CQ0254.Superseded values are not recommended for survey control.
 CQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0254.See file dsdata.txt to determine how the superseded data were derived.
 CQ0254
 CQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS662141(NAD 83)
 CQ0254_MARKER: DD = SURVEY DISK
 CQ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0254_STAMPING: 2013
 CQ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0254+STABILITY: SURFACE MOTION
 CQ0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0254+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 CQ0254
 CQ0254  HISTORY     - Date     Condition        Report By
 CQ0254  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0254  HISTORY     - 1968     GOOD             LADH
 CQ0254  HISTORY     - 1981     GOOD             LAGS
 CQ0254  HISTORY     - 19970218 GOOD             USPSQD
 CQ0254  HISTORY     - 20050813 GOOD             USPSQD
 CQ0254
 CQ0254                          STATION DESCRIPTION
 CQ0254
 CQ0254'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0254'14.5 MI SE FROM FARMERVILLE.
 CQ0254'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0254'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0254'15 FOR 4.8 MILES TO THE MARK ON THE LEFT.  IT IS 1.0 MILES WEST OF THE
 CQ0254'POINT POST OFFICE, 47FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 6
 CQ0254'FEET NORTH OF A 45-INCH OAK TREE, 74 FEET SOUTH OF THE SOUTHEAST
 CQ0254'CORNER OF THE DAYS RESIDENCE.  IT IS A STATE CONTROL SURVEY DISK
 CQ0254'STAMPED 2013, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
 CQ0254
 CQ0254                          STATION RECOVERY (1981)
 CQ0254
 CQ0254'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1981
 CQ0254'FROM ANTLEY'S GROCERY IN POINT, LA. GO 0.95 MILES IN A WESTERLY
 CQ0254'DIRECTION ALONG LA. 552, MONUMENT IS ON THE NORTH SIDE OF LA. 552 IN
 CQ0254'FRONT OF J.R. DAY'S RESIDENCE, 49 FEET NORTH OF CENTERLINE OF LA.
 CQ0254'552, 6 FEET NORTH OF 60' OAK 74 FEET SOUTH OF SOUTH-EAST CORNER OF
 CQ0254'J.R. DAY RESIDENCE, MONUMENT IS FLUSH WITH SURFACE OF GROUND.
 CQ0254
 CQ0254                          STATION RECOVERY (1997)
 CQ0254
 CQ0254'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0254'RECOVERED IN GOOD CONDITION.
 CQ0254
 CQ0254                          STATION RECOVERY (2005)
 CQ0254
 CQ0254'RECOVERY NOTE BY US POWER SQUADRON 2005 (TDJ)
 CQ0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2431 ***********************************************************************
 BJ2431  DESIGNATION -  202
 BJ2431  PID         -  BJ2431
 BJ2431  STATE/COUNTY-  LA/ST MARTIN
 BJ2431  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2431
 BJ2431                         *CURRENT SURVEY CONTROL
 BJ2431  ___________________________________________________________________
 BJ2431* NAD 83(1986)-  30 14 30.     (N)    091 33 40.     (W)     SCALED    
 BJ2431* NAVD 88     -         5.64   (+/-2cm)      18.5    (feet)  VERTCON   
 BJ2431  ___________________________________________________________________
 BJ2431  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2431
 BJ2431  VERT ORDER  -  ? (See Below)
 BJ2431
 BJ2431.The horizontal coordinates were scaled from a topographic map and have
 BJ2431.an estimated accuracy of +/- 6 seconds.
 BJ2431
 BJ2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2431.The vertical order pertains to the NGVD 29 superseded value.
 BJ2431
 BJ2431.The geoid height was determined by GEOID03.
 BJ2431
 BJ2431;                    North         East    Units  Estimated Accuracy
 BJ2431;SPC LA S     -   193,080.      978,080.      MT  (+/- 180 meters Scaled)
 BJ2431
 BJ2431                          SUPERSEDED SURVEY CONTROL
 BJ2431
 BJ2431  NGVD 29 (??/??/??)    5.661  (m)           18.57   (f) ADJUSTED    ?  
 BJ2431
 BJ2431.Superseded values are not recommended for survey control.
 BJ2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2431.See file dsdata.txt to determine how the superseded data were derived.
 BJ2431
 BJ2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP384464(NAD 83)
 BJ2431_MARKER: S = SPIKE
 BJ2431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2431_SP_SET: TREE
 BJ2431_STAMPING: PRE B.M. 202 1933
 BJ2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2431
 BJ2431  HISTORY     - Date     Condition        Report By
 BJ2431  HISTORY     - 1933     MONUMENTED       DOD
 BJ2431
 BJ2431                          STATION DESCRIPTION
 BJ2431
 BJ2431'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2431'10.7 MI SE FROM BUTTE LA ROSE.
 BJ2431'10.7 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2431'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 400 FEET
 BJ2431'BELOW THE HEAD OF BLIND TENSAS CUT, DIRECTLY BACK OF MILEPOST 5.5, AT
 BJ2431'THE EDGE OF SOME TIMBER AT THE LOWER EDGE OF A CLEARING FOR THE CUT,
 BJ2431'ABOUT 100 FEET BACK OF THE WEST RIVER BANK, AT A 20-INCH WILLOW TREE
 BJ2431'WITH A BRASS PLATE STAMPED PRE B.M. 202, 1933, IN THE DIAMOND BLAZE ON
 BJ2431'THE RIVERSIDE OF THE TREE, AND ABOUT 2-1/2 FEET HIGHER THAN THE
 BJ2431'GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4093 ***********************************************************************
 BJ4093  DESIGNATION -  202 73
 BJ4093  PID         -  BJ4093
 BJ4093  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4093  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4093
 BJ4093                         *CURRENT SURVEY CONTROL
 BJ4093  ___________________________________________________________________
 BJ4093* NAD 83(1986)-  30 23 06.     (N)    091 03 48.     (W)     SCALED    
 BJ4093* NAVD 88     -         9.128  (meters)      29.95   (feet)  ADJUSTED  
 BJ4093  ___________________________________________________________________
 BJ4093  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4093  DYNAMIC HT  -           9.116 (meters)      29.91  (feet)  COMP
 BJ4093  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 BJ4093
 BJ4093  VERT ORDER  -  SECOND    CLASS II
 BJ4093
 BJ4093.The horizontal coordinates were scaled from a topographic map and have
 BJ4093.an estimated accuracy of +/- 6 seconds.
 BJ4093
 BJ4093.The orthometric height was determined by differential leveling
 BJ4093.and adjusted by the National Geodetic Survey in February 1994..
 BJ4093
 BJ4093.The geoid height was determined by GEOID03.
 BJ4093
 BJ4093.The dynamic height is computed by dividing the NAVD 88
 BJ4093.geopotential number by the normal gravity value computed on the
 BJ4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4093.degrees latitude (g = 980.6199 gals.).
 BJ4093
 BJ4093.The modeled gravity was interpolated from observed gravity values.
 BJ4093
 BJ4093;                    North         East    Units  Estimated Accuracy
 BJ4093;SPC LA S     -   208,970.    1,025,950.      MT  (+/- 180 meters Scaled)
 BJ4093
 BJ4093                          SUPERSEDED SURVEY CONTROL
 BJ4093
 BJ4093.No superseded survey control is available for this station.
 BJ4093
 BJ4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP860630(NAD 83)
 BJ4093_MARKER: DB = BENCH MARK DISK
 BJ4093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4093_SP_SET: CONCRETE POST
 BJ4093_STAMPING: 202-73 1973
 BJ4093_MARK LOGO: LA-033
 BJ4093_PROJECTION: RECESSED 31 CENTIMETERS
 BJ4093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4093+STABILITY: SURFACE MOTION
 BJ4093
 BJ4093  HISTORY     - Date     Condition        Report By
 BJ4093  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4093  HISTORY     - 1987     GOOD             LA-033
 BJ4093
 BJ4093                          STATION DESCRIPTION
 BJ4093
 BJ4093'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4093'IN BATON ROUGE.
 BJ4093'LOCATED SOUTH OF THE CITY OF BATON ROUGE ABOUT 1.61 KM (1.0 MI)
 BJ4093'SOUTH- WEST OF THE INTERSECTION OF AIRLINE HIGHWAY AND SIEGEN LANE TO
 BJ4093'THE BENCH MARK ON THE WEST SIDE OF SIEGEN LANE IN FRONT OF THE K-MART
 BJ4093'SHOPPING CENTER, 11.9 METERS (39 FT) NORTHWEST OF THE CENTERLINE OF
 BJ4093'SIEGEN LANE, 4.9 METERS (16 FT) SOUTH OF THE CENTER OF THE EAST BOUND
 BJ4093'EXIT LANE OF THE K-MART SHOPPING CENTER, AND 0.61 METERS (2 FT) SOUTH
 BJ4093'OF THE SOUTH CURBING OF THE EAST EXIT LANE.
 BJ4093'THE MARK IS 0.31 METERS  SE FROM A WITNESS POST.
 BJ4093'THE MARK IS 0.31 M BELOW SIEGEN LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2432 ***********************************************************************
 BJ2432  DESIGNATION -  202 A
 BJ2432  PID         -  BJ2432
 BJ2432  STATE/COUNTY-  LA/ST MARTIN
 BJ2432  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2432
 BJ2432                         *CURRENT SURVEY CONTROL
 BJ2432  ___________________________________________________________________
 BJ2432* NAD 83(1986)-  30 14 28.     (N)    091 33 39.     (W)     SCALED    
 BJ2432* NAVD 88     -         8.90   (+/-2cm)      29.2    (feet)  VERTCON   
 BJ2432  ___________________________________________________________________
 BJ2432  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2432
 BJ2432  VERT ORDER  -  ? (See Below)
 BJ2432
 BJ2432.The horizontal coordinates were scaled from a topographic map and have
 BJ2432.an estimated accuracy of +/- 6 seconds.
 BJ2432
 BJ2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2432.The vertical order pertains to the NGVD 29 superseded value.
 BJ2432
 BJ2432.The geoid height was determined by GEOID03.
 BJ2432
 BJ2432;                    North         East    Units  Estimated Accuracy
 BJ2432;SPC LA S     -   193,010.      978,100.      MT  (+/- 180 meters Scaled)
 BJ2432
 BJ2432                          SUPERSEDED SURVEY CONTROL
 BJ2432
 BJ2432  NGVD 29 (??/??/??)    8.921  (m)           29.27   (f) ADJUSTED    ?  
 BJ2432
 BJ2432.Superseded values are not recommended for survey control.
 BJ2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2432.See file dsdata.txt to determine how the superseded data were derived.
 BJ2432
 BJ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP384463(NAD 83)
 BJ2432_MARKER: S = SPIKE
 BJ2432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2432_SP_SET: TREE
 BJ2432_STAMPING: PRE B.M. 202 A 1933
 BJ2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2432
 BJ2432  HISTORY     - Date     Condition        Report By
 BJ2432  HISTORY     - 1933     MONUMENTED       DOD
 BJ2432
 BJ2432                          STATION DESCRIPTION
 BJ2432
 BJ2432'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2432'10.7 MI SE FROM BUTTE LA ROSE.
 BJ2432'10.7 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2432'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 50 FEET BELOW
 BJ2432'A POINT 30 FEET BACK OF P.B.M. 202 (U.S.E.), DESCRIBED ABOVE, AT AN
 BJ2432'18-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE B.M. 202 A
 BJ2432'1933, IN THE DIAMOND BLAZE ON THE UPPER SIDE OF THE TREE, AND ABOUT 14
 BJ2432'FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2433 ***********************************************************************
 BJ2433  DESIGNATION -  203
 BJ2433  PID         -  BJ2433
 BJ2433  STATE/COUNTY-  LA/ST MARTIN
 BJ2433  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2433
 BJ2433                         *CURRENT SURVEY CONTROL
 BJ2433  ___________________________________________________________________
 BJ2433* NAD 83(1986)-  30 14 20.     (N)    091 32 34.     (W)     SCALED    
 BJ2433* NAVD 88     -         5.00   (+/-2cm)      16.4    (feet)  VERTCON   
 BJ2433  ___________________________________________________________________
 BJ2433  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2433
 BJ2433  VERT ORDER  -  ? (See Below)
 BJ2433
 BJ2433.The horizontal coordinates were scaled from a topographic map and have
 BJ2433.an estimated accuracy of +/- 6 seconds.
 BJ2433
 BJ2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2433.The vertical order pertains to the NGVD 29 superseded value.
 BJ2433
 BJ2433.The geoid height was determined by GEOID03.
 BJ2433
 BJ2433;                    North         East    Units  Estimated Accuracy
 BJ2433;SPC LA S     -   192,770.      979,840.      MT  (+/- 180 meters Scaled)
 BJ2433
 BJ2433                          SUPERSEDED SURVEY CONTROL
 BJ2433
 BJ2433  NGVD 29 (??/??/??)    5.019  (m)           16.47   (f) ADJUSTED    ?  
 BJ2433
 BJ2433.Superseded values are not recommended for survey control.
 BJ2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2433.See file dsdata.txt to determine how the superseded data were derived.
 BJ2433
 BJ2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP402461(NAD 83)
 BJ2433_MARKER: S = SPIKE
 BJ2433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2433_SP_SET: TREE
 BJ2433_STAMPING: PRE B.M. 203 1933
 BJ2433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2433
 BJ2433  HISTORY     - Date     Condition        Report By
 BJ2433  HISTORY     - 1933     MONUMENTED       DOD
 BJ2433
 BJ2433                          STATION DESCRIPTION
 BJ2433
 BJ2433'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2433'11.8 MI SE FROM BUTTE LA ROSE.
 BJ2433'11.8 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2433'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 500 FEET
 BJ2433'ABOVE COWPEN LITTLE TENSAS CUT, 30 FEET AVOVE MILEPOST 6.6, 15 FEET
 BJ2433'BACK OF THE TOP OF THE RIGHT RIVER BANK, AT AN 18-INCH COTTONWOOD TREE
 BJ2433'WITH A BRASS PLATE STAMPED PRE B.M. 203, 1933, IN THE DIAMOND BLAZE ON
 BJ2433'THE RIVERSIDE OF THE TREE, AND ABOUT 1 FOOT HIGHER THAN THE GROUND. A
 BJ2433'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2434 ***********************************************************************
 BJ2434  DESIGNATION -  203 A
 BJ2434  PID         -  BJ2434
 BJ2434  STATE/COUNTY-  LA/ST MARTIN
 BJ2434  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2434
 BJ2434                         *CURRENT SURVEY CONTROL
 BJ2434  ___________________________________________________________________
 BJ2434* NAD 83(1986)-  30 14 20.     (N)    091 32 34.     (W)     SCALED    
 BJ2434* NAVD 88     -         8.40   (+/-2cm)      27.6    (feet)  VERTCON   
 BJ2434  ___________________________________________________________________
 BJ2434  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2434
 BJ2434  VERT ORDER  -  ? (See Below)
 BJ2434
 BJ2434.The horizontal coordinates were scaled from a topographic map and have
 BJ2434.an estimated accuracy of +/- 6 seconds.
 BJ2434
 BJ2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2434.The vertical order pertains to the NGVD 29 superseded value.
 BJ2434
 BJ2434.The geoid height was determined by GEOID03.
 BJ2434
 BJ2434;                    North         East    Units  Estimated Accuracy
 BJ2434;SPC LA S     -   192,770.      979,840.      MT  (+/- 180 meters Scaled)
 BJ2434
 BJ2434                          SUPERSEDED SURVEY CONTROL
 BJ2434
 BJ2434  NGVD 29 (??/??/??)    8.421  (m)           27.63   (f) ADJUSTED    ?  
 BJ2434
 BJ2434.Superseded values are not recommended for survey control.
 BJ2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2434.See file dsdata.txt to determine how the superseded data were derived.
 BJ2434
 BJ2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP402461(NAD 83)
 BJ2434_MARKER: S = SPIKE
 BJ2434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2434_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2434_STAMPING: PRE B.M. 203 A 1933
 BJ2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2434
 BJ2434  HISTORY     - Date     Condition        Report By
 BJ2434  HISTORY     - 1933     MONUMENTED       DOD
 BJ2434
 BJ2434                          STATION DESCRIPTION
 BJ2434
 BJ2434'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2434'11.8 MI SE FROM BUTTE LA ROSE.
 BJ2434'11.8 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2434'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 12 FEET BELOW
 BJ2434'P.B.M. 203 (U.S.E), DESCRIBED ABOVE, AT A 24-INCH COTTONWOOD TREE WITH
 BJ2434'A BRASS PLATE STAMPED PRE B.M. 203 A 1933, IN THE DIAMOND BLAZE ON THE
 BJ2434'LOWER SIDE OF THE TREE, AND ABOUT 12 FEET HIGHER THAN THE GROUND. THE
 BJ2434'LOWEST POINT OF THE HEAD OF A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2442 ***********************************************************************
 BJ2442  DESIGNATION -  204
 BJ2442  PID         -  BJ2442
 BJ2442  STATE/COUNTY-  LA/ST MARTIN
 BJ2442  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2442
 BJ2442                         *CURRENT SURVEY CONTROL
 BJ2442  ___________________________________________________________________
 BJ2442* NAD 83(1986)-  30 14 24.     (N)    091 30 31.     (W)     SCALED    
 BJ2442* NAVD 88     -         4.87   (+/-2cm)      16.0    (feet)  VERTCON   
 BJ2442  ___________________________________________________________________
 BJ2442  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2442
 BJ2442  VERT ORDER  -  ? (See Below)
 BJ2442
 BJ2442.The horizontal coordinates were scaled from a topographic map and have
 BJ2442.an estimated accuracy of +/- 6 seconds.
 BJ2442
 BJ2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2442.The vertical order pertains to the NGVD 29 superseded value.
 BJ2442
 BJ2442.The geoid height was determined by GEOID03.
 BJ2442
 BJ2442;                    North         East    Units  Estimated Accuracy
 BJ2442;SPC LA S     -   192,880.      983,130.      MT  (+/- 180 meters Scaled)
 BJ2442
 BJ2442                          SUPERSEDED SURVEY CONTROL
 BJ2442
 BJ2442  NGVD 29 (??/??/??)    4.890  (m)           16.04   (f) ADJUSTED    ?  
 BJ2442
 BJ2442.Superseded values are not recommended for survey control.
 BJ2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2442.See file dsdata.txt to determine how the superseded data were derived.
 BJ2442
 BJ2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP435463(NAD 83)
 BJ2442_MARKER: S = SPIKE
 BJ2442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2442_SP_SET: TREE
 BJ2442_STAMPING: PRE B.M. 204 1933
 BJ2442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2442
 BJ2442  HISTORY     - Date     Condition        Report By
 BJ2442  HISTORY     - 1933     MONUMENTED       DOD
 BJ2442
 BJ2442                          STATION DESCRIPTION
 BJ2442
 BJ2442'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2442'14.0 MI SE FROM BUTTE LA ROSE.
 BJ2442'14.0 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2442'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 1-1/8
 BJ2442'MILES EAST OF THE HEAD OF LITTLE TENSAS BAYOU, DIRECTLY BACK OF
 BJ2442'MILEPOST 8.7, 75 FEET BACK OF THE TOP OF THE RIGHT RIVER BANK, 35 FEET
 BJ2442'ABOVE A SMALL SLOUGH, AT A 12-INCH WILLOW TREE WITH A BRASS PLATE
 BJ2442'STAMPED PRE B.M. 204 1933, IN THE DIAMOND BLAZE ON THE LOWER SIDE OF
 BJ2442'THE TREE, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3955 ***********************************************************************
 BJ3955  DESIGNATION -  204 73
 BJ3955  PID         -  BJ3955
 BJ3955  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3955  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3955
 BJ3955                         *CURRENT SURVEY CONTROL
 BJ3955  ___________________________________________________________________
 BJ3955* NAD 83(1986)-  30 24 43.     (N)    091 04 45.     (W)     SCALED    
 BJ3955* NAVD 88     -        11.097  (meters)      36.41   (feet)  ADJUSTED  
 BJ3955  ___________________________________________________________________
 BJ3955  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3955  DYNAMIC HT  -          11.082 (meters)      36.36  (feet)  COMP
 BJ3955  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BJ3955
 BJ3955  VERT ORDER  -  SECOND    CLASS II
 BJ3955
 BJ3955.The horizontal coordinates were scaled from a topographic map and have
 BJ3955.an estimated accuracy of +/- 6 seconds.
 BJ3955
 BJ3955.The orthometric height was determined by differential leveling
 BJ3955.and adjusted by the National Geodetic Survey in February 1994..
 BJ3955
 BJ3955.The geoid height was determined by GEOID03.
 BJ3955
 BJ3955.The dynamic height is computed by dividing the NAVD 88
 BJ3955.geopotential number by the normal gravity value computed on the
 BJ3955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3955.degrees latitude (g = 980.6199 gals.).
 BJ3955
 BJ3955.The modeled gravity was interpolated from observed gravity values.
 BJ3955
 BJ3955;                    North         East    Units  Estimated Accuracy
 BJ3955;SPC LA S     -   211,960.    1,024,420.      MT  (+/- 180 meters Scaled)
 BJ3955
 BJ3955                          SUPERSEDED SURVEY CONTROL
 BJ3955
 BJ3955.No superseded survey control is available for this station.
 BJ3955
 BJ3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP845660(NAD 83)
 BJ3955_MARKER: DB = BENCH MARK DISK
 BJ3955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3955_SP_SET: CONCRETE POST
 BJ3955_STAMPING: 204-73 1973
 BJ3955_MARK LOGO: LA-033
 BJ3955_PROJECTION: FLUSH
 BJ3955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3955+STABILITY: SURFACE MOTION
 BJ3955
 BJ3955  HISTORY     - Date     Condition        Report By
 BJ3955  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3955  HISTORY     - 1987     GOOD             LA-033
 BJ3955
 BJ3955                          STATION DESCRIPTION
 BJ3955
 BJ3955'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3955'IN BATON ROUGE.
 BJ3955'LOCATED SOUTH OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ3955'BLUEBONNET ROAD AND JEFFERSON HIGHWAY AND THE MARK SET IN THE
 BJ3955'NORTHWEST QUADRANT OF THE INTERSECTION, 17.7 METERS (58 FEET)
 BJ3955'NORTHEAST OF THE CENTERLINE OF JEFFERSON HIGHWAY, 14.9 METERS (49
 BJ3955'FEET) WEST-NORTHWEST OF THE CENTERLINE OF BLUEBONNET ROAD, AND 7.0
 BJ3955'METERS (23 FEET) SOUTHEAST OF A PALM TREE.
 BJ3955'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ3955'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2443 ***********************************************************************
 BJ2443  DESIGNATION -  204 A
 BJ2443  PID         -  BJ2443
 BJ2443  STATE/COUNTY-  LA/ST MARTIN
 BJ2443  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2443
 BJ2443                         *CURRENT SURVEY CONTROL
 BJ2443  ___________________________________________________________________
 BJ2443* NAD 83(1986)-  30 14 23.     (N)    091 30 31.     (W)     SCALED    
 BJ2443* NAVD 88     -         7.65   (+/-2cm)      25.1    (feet)  VERTCON   
 BJ2443  ___________________________________________________________________
 BJ2443  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2443
 BJ2443  VERT ORDER  -  ? (See Below)
 BJ2443
 BJ2443.The horizontal coordinates were scaled from a topographic map and have
 BJ2443.an estimated accuracy of +/- 6 seconds.
 BJ2443
 BJ2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2443.The vertical order pertains to the NGVD 29 superseded value.
 BJ2443
 BJ2443.The geoid height was determined by GEOID03.
 BJ2443
 BJ2443;                    North         East    Units  Estimated Accuracy
 BJ2443;SPC LA S     -   192,850.      983,130.      MT  (+/- 180 meters Scaled)
 BJ2443
 BJ2443                          SUPERSEDED SURVEY CONTROL
 BJ2443
 BJ2443  NGVD 29 (??/??/??)    7.671  (m)           25.17   (f) ADJUSTED    ?  
 BJ2443
 BJ2443.Superseded values are not recommended for survey control.
 BJ2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2443.See file dsdata.txt to determine how the superseded data were derived.
 BJ2443
 BJ2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP435462(NAD 83)
 BJ2443_MARKER: S = SPIKE
 BJ2443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2443_SP_SET: TREE
 BJ2443_STAMPING: PRE B.M. 204 A 1933
 BJ2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2443
 BJ2443  HISTORY     - Date     Condition        Report By
 BJ2443  HISTORY     - 1933     MONUMENTED       DOD
 BJ2443
 BJ2443                          STATION DESCRIPTION
 BJ2443
 BJ2443'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2443'14.0 MI SE FROM BUTTE LA ROSE.
 BJ2443'ABOUT 14.0 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER
 BJ2443'FROM THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 15 FEET
 BJ2443'BACK OF A POINT 10 FEET ABOVE P.B.M. 204 (U.S.E.), DESCRIBED ABOVE, AT
 BJ2443'A 12-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE B.M. 204 A
 BJ2443'1933, IN THE DIAMOND BLAZE ON THE LOWER SIDE OF THE TREE, AND ABOUT 10
 BJ2443'FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0340 ***********************************************************************
 CQ0340  DESIGNATION -  2041 LAGS
 CQ0340  PID         -  CQ0340
 CQ0340  STATE/COUNTY-  LA/UNION
 CQ0340  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0340
 CQ0340                         *CURRENT SURVEY CONTROL
 CQ0340  ___________________________________________________________________
 CQ0340* NAD 83(1986)-  32 40 42.     (N)    092 22 51.     (W)     SCALED    
 CQ0340* NAVD 88     -        58.293  (meters)     191.25   (feet)  ADJUSTED  
 CQ0340  ___________________________________________________________________
 CQ0340  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0340  DYNAMIC HT  -          58.229 (meters)     191.04  (feet)  COMP
 CQ0340  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CQ0340
 CQ0340  VERT ORDER  -  SECOND    CLASS 0
 CQ0340
 CQ0340.The horizontal coordinates were scaled from a topographic map and have
 CQ0340.an estimated accuracy of +/- 6 seconds.
 CQ0340
 CQ0340.The orthometric height was determined by differential leveling
 CQ0340.and adjusted by the National Geodetic Survey in June 1991..
 CQ0340
 CQ0340.The geoid height was determined by GEOID03.
 CQ0340
 CQ0340.The dynamic height is computed by dividing the NAVD 88
 CQ0340.geopotential number by the normal gravity value computed on the
 CQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0340.degrees latitude (g = 980.6199 gals.).
 CQ0340
 CQ0340.The modeled gravity was interpolated from observed gravity values.
 CQ0340
 CQ0340;                    North         East    Units  Estimated Accuracy
 CQ0340;SPC LA N     -   241,540.    1,011,180.      MT  (+/- 180 meters Scaled)
 CQ0340
 CQ0340                          SUPERSEDED SURVEY CONTROL
 CQ0340
 CQ0340  NGVD 29 (??/??/??)   58.376  (m)          191.52   (f) ADJUSTED    2 0
 CQ0340
 CQ0340.Superseded values are not recommended for survey control.
 CQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0340.See file dsdata.txt to determine how the superseded data were derived.
 CQ0340
 CQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS580157(NAD 83)
 CQ0340_MARKER: DD = SURVEY DISK
 CQ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0340_STAMPING: 2041
 CQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0340+STABILITY: SURFACE MOTION
 CQ0340
 CQ0340  HISTORY     - Date     Condition        Report By
 CQ0340  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0340  HISTORY     - 1968     GOOD             LADH
 CQ0340
 CQ0340                          STATION DESCRIPTION
 CQ0340
 CQ0340'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0340'8.4 MI S FROM FARMERVILLE.
 CQ0340'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0340'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0340'15 FOR 5.7 MILES TO THE MARK ON THE RIGHT.  IT IS 128 FEET WEST OF THE
 CQ0340'CENTERLINE OF THE HIGHWAY, 180 FEET WEST OF THE J. C. KELLEY GAS
 CQ0340'METER, 6 FEET WEST OF A WIRE FENCE, AND 7.0 FEET WEST OF A STEEL
 CQ0340'WITNESS POST.  IT IS A STATE CONTROL SURVEY DISK STAMPED 2041, SET IN
 CQ0340'THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0338 ***********************************************************************
 CQ0338  DESIGNATION -  2043 LAGS
 CQ0338  PID         -  CQ0338
 CQ0338  STATE/COUNTY-  LA/UNION
 CQ0338  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0338
 CQ0338                         *CURRENT SURVEY CONTROL
 CQ0338  ___________________________________________________________________
 CQ0338* NAD 83(1986)-  32 41 09.     (N)    092 23 11.     (W)     SCALED    
 CQ0338* NAVD 88     -        56.795  (meters)     186.33   (feet)  ADJUSTED  
 CQ0338  ___________________________________________________________________
 CQ0338  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0338  DYNAMIC HT  -          56.732 (meters)     186.13  (feet)  COMP
 CQ0338  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 CQ0338
 CQ0338  VERT ORDER  -  SECOND    CLASS 0
 CQ0338
 CQ0338.The horizontal coordinates were scaled from a topographic map and have
 CQ0338.an estimated accuracy of +/- 6 seconds.
 CQ0338
 CQ0338.The orthometric height was determined by differential leveling
 CQ0338.and adjusted by the National Geodetic Survey in June 1991..
 CQ0338
 CQ0338.The geoid height was determined by GEOID03.
 CQ0338
 CQ0338.The dynamic height is computed by dividing the NAVD 88
 CQ0338.geopotential number by the normal gravity value computed on the
 CQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0338.degrees latitude (g = 980.6199 gals.).
 CQ0338
 CQ0338.The modeled gravity was interpolated from observed gravity values.
 CQ0338
 CQ0338;                    North         East    Units  Estimated Accuracy
 CQ0338;SPC LA N     -   242,370.    1,010,660.      MT  (+/- 180 meters Scaled)
 CQ0338
 CQ0338                          SUPERSEDED SURVEY CONTROL
 CQ0338
 CQ0338  NGVD 29 (??/??/??)   56.879  (m)          186.61   (f) ADJUSTED    2 0
 CQ0338
 CQ0338.Superseded values are not recommended for survey control.
 CQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0338.See file dsdata.txt to determine how the superseded data were derived.
 CQ0338
 CQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS575166(NAD 83)
 CQ0338_MARKER: DD = SURVEY DISK
 CQ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0338_STAMPING: 2043
 CQ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0338+STABILITY: SURFACE MOTION
 CQ0338
 CQ0338  HISTORY     - Date     Condition        Report By
 CQ0338  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0338  HISTORY     - 1968     GOOD             LADH
 CQ0338
 CQ0338                          STATION DESCRIPTION
 CQ0338
 CQ0338'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0338'7.8 MI S FROM FARMERVILLE.
 CQ0338'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0338'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0338'15 FOR 5.1 MILES TO THE MARK ON THE RIGHT.  IT IS 55 FEET SOUTHWEST OF
 CQ0338'THE CENTERLINE OF THE HIGHWAY, 160 FEET SOUTH OF THE CENTER OF THE
 CQ0338'INTERSECTION OF A CEMETERY DRIVEWAY, 6 FEET SOUTHWEST OF A TWIN 5-INCH
 CQ0338'PINOAK TREE, AND 1 1/2 FEET WEST OF A STEEL WITNESS POST. IT IS A
 CQ0338'STATE CONTROL SURVEY DISK STAMPED 2043, SET IN THE TOP OF A CONCRETE
 CQ0338'POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0335 ***********************************************************************
 CQ0335  DESIGNATION -  2049 LAGS
 CQ0335  PID         -  CQ0335
 CQ0335  STATE/COUNTY-  LA/UNION
 CQ0335  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0335
 CQ0335                         *CURRENT SURVEY CONTROL
 CQ0335  ___________________________________________________________________
 CQ0335* NAD 83(1986)-  32 42 36.     (N)    092 24 20.     (W)     SCALED    
 CQ0335* NAVD 88     -        61.808  (meters)     202.78   (feet)  ADJUSTED  
 CQ0335  ___________________________________________________________________
 CQ0335  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0335  DYNAMIC HT  -          61.740 (meters)     202.56  (feet)  COMP
 CQ0335  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 CQ0335
 CQ0335  VERT ORDER  -  SECOND    CLASS 0
 CQ0335
 CQ0335.The horizontal coordinates were scaled from a topographic map and have
 CQ0335.an estimated accuracy of +/- 6 seconds.
 CQ0335
 CQ0335.The orthometric height was determined by differential leveling
 CQ0335.and adjusted by the National Geodetic Survey in June 1991..
 CQ0335
 CQ0335.The geoid height was determined by GEOID03.
 CQ0335
 CQ0335.The dynamic height is computed by dividing the NAVD 88
 CQ0335.geopotential number by the normal gravity value computed on the
 CQ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0335.degrees latitude (g = 980.6199 gals.).
 CQ0335
 CQ0335.The modeled gravity was interpolated from observed gravity values.
 CQ0335
 CQ0335;                    North         East    Units  Estimated Accuracy
 CQ0335;SPC LA N     -   245,050.    1,008,860.      MT  (+/- 180 meters Scaled)
 CQ0335
 CQ0335                          SUPERSEDED SURVEY CONTROL
 CQ0335
 CQ0335  NGVD 29 (??/??/??)   61.893  (m)          203.06   (f) ADJUSTED    2 0
 CQ0335
 CQ0335.Superseded values are not recommended for survey control.
 CQ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0335.See file dsdata.txt to determine how the superseded data were derived.
 CQ0335
 CQ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS557192(NAD 83)
 CQ0335_MARKER: DD = SURVEY DISK
 CQ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0335_STAMPING: 2049
 CQ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0335+STABILITY: SURFACE MOTION
 CQ0335
 CQ0335  HISTORY     - Date     Condition        Report By
 CQ0335  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0335  HISTORY     - 1968     GOOD             LADH
 CQ0335
 CQ0335                          STATION DESCRIPTION
 CQ0335
 CQ0335'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0335'5.7 MI S FROM FARMERVILLE.
 CQ0335'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0335'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0335'15 FOR 3.0 MILES TO THE MARK ON THE RIGHT.  IT IS ON A 30 FOOT ROADWAY
 CQ0335'BANK, AT THE TOP, 100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59
 CQ0335'FEET SOUTHEAST OF A TELEPHONE POLE, 43 FEET NORTH OF A 8-INCH ASH
 CQ0335'TREE, AND 1 1/2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS A STATE
 CQ0335'CONTROL SURVEY DISK STAMPED 2049, SET IN THE TOP OF A CONCRETE POST
 CQ0335'PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1994 ***********************************************************************
 BJ1994  DESIGNATION -  205
 BJ1994  PID         -  BJ1994
 BJ1994  STATE/COUNTY-  LA/ST MARTIN
 BJ1994  USGS QUAD   -  GRAND RIVER (1992)
 BJ1994
 BJ1994                         *CURRENT SURVEY CONTROL
 BJ1994  ___________________________________________________________________
 BJ1994* NAD 83(1986)-  30 14 11.     (N)    091 29 39.     (W)     SCALED    
 BJ1994* NAVD 88     -         4.71   (+/-2cm)      15.5    (feet)  VERTCON   
 BJ1994  ___________________________________________________________________
 BJ1994  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ1994
 BJ1994  VERT ORDER  -  ? (See Below)
 BJ1994
 BJ1994.The horizontal coordinates were scaled from a topographic map and have
 BJ1994.an estimated accuracy of +/- 6 seconds.
 BJ1994
 BJ1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1994.The vertical order pertains to the NGVD 29 superseded value.
 BJ1994
 BJ1994.The geoid height was determined by GEOID03.
 BJ1994
 BJ1994;                    North         East    Units  Estimated Accuracy
 BJ1994;SPC LA S     -   192,480.      984,520.      MT  (+/- 180 meters Scaled)
 BJ1994
 BJ1994                          SUPERSEDED SURVEY CONTROL
 BJ1994
 BJ1994  NGVD 29 (??/??/??)    4.730  (m)           15.52   (f) ADJUSTED    ?  
 BJ1994
 BJ1994.Superseded values are not recommended for survey control.
 BJ1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1994.See file dsdata.txt to determine how the superseded data were derived.
 BJ1994
 BJ1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP448459(NAD 83)
 BJ1994_MARKER: S = SPIKE
 BJ1994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1994_SP_SET: TREE
 BJ1994_STAMPING: PRE B.M. 205-1933
 BJ1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1994
 BJ1994  HISTORY     - Date     Condition        Report By
 BJ1994  HISTORY     - 1933     MONUMENTED       DOD
 BJ1994
 BJ1994                          STATION DESCRIPTION
 BJ1994
 BJ1994'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ1994'2.7 MI S FROM INDIAN VILLAGE.
 BJ1994'IN SAINT MARTIN PARISH ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF
 BJ1994'BAYOU PLAQUEMINE FROM INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT
 BJ1994'13.2 MILES WEST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ1994'JACK MILLER STORE, ABOUT 14.9 MILES SOUTHEAST OF THE BENOIT STORE AT
 BJ1994'BUTTE LA ROSE, ST. MARTIN PARISH, ABOUT 1-1/3 MILES ABOVE THE HEAD OF
 BJ1994'BAYOU PIGEON, ON THE WEST RIVER BANK, AND IN THE DIAMOND BLAZE OF A
 BJ1994'TREE WITH A BRASS PLATE STAMPED PRE B.M. 205 1933.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4045 ***********************************************************************
 BJ4045  DESIGNATION -  205 73
 BJ4045  PID         -  BJ4045
 BJ4045  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4045  USGS QUAD   -  ST GABRIEL (1995)
 BJ4045
 BJ4045                         *CURRENT SURVEY CONTROL
 BJ4045  ___________________________________________________________________
 BJ4045* NAD 83(1986)-  30 21 16.     (N)    091 00 30.     (W)     SCALED    
 BJ4045* NAVD 88     -         7.036  (meters)      23.08   (feet)  ADJUSTED  
 BJ4045  ___________________________________________________________________
 BJ4045  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ4045  DYNAMIC HT  -           7.027 (meters)      23.05  (feet)  COMP
 BJ4045  MODELED GRAV-     979,331.4   (mgal)                       NAVD 88
 BJ4045
 BJ4045  VERT ORDER  -  SECOND    CLASS II
 BJ4045
 BJ4045.The horizontal coordinates were scaled from a topographic map and have
 BJ4045.an estimated accuracy of +/- 6 seconds.
 BJ4045
 BJ4045.The orthometric height was determined by differential leveling
 BJ4045.and adjusted by the National Geodetic Survey in February 1994..
 BJ4045
 BJ4045.The geoid height was determined by GEOID03.
 BJ4045
 BJ4045.The dynamic height is computed by dividing the NAVD 88
 BJ4045.geopotential number by the normal gravity value computed on the
 BJ4045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4045.degrees latitude (g = 980.6199 gals.).
 BJ4045
 BJ4045.The modeled gravity was interpolated from observed gravity values.
 BJ4045
 BJ4045;                    North         East    Units  Estimated Accuracy
 BJ4045;SPC LA S     -   205,600.    1,031,240.      MT  (+/- 180 meters Scaled)
 BJ4045
 BJ4045                          SUPERSEDED SURVEY CONTROL
 BJ4045
 BJ4045.No superseded survey control is available for this station.
 BJ4045
 BJ4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP914597(NAD 83)
 BJ4045_MARKER: DB = BENCH MARK DISK
 BJ4045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4045_SP_SET: CONCRETE POST
 BJ4045_STAMPING: 205-73 1973
 BJ4045_MARK LOGO: LA-033
 BJ4045_PROJECTION: FLUSH
 BJ4045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4045+STABILITY: SURFACE MOTION
 BJ4045
 BJ4045  HISTORY     - Date     Condition        Report By
 BJ4045  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4045  HISTORY     - 1987     GOOD             LA-033
 BJ4045
 BJ4045                          STATION DESCRIPTION
 BJ4045
 BJ4045'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4045'IN BATON ROUGE.
 BJ4045'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ4045'AIRLINE HIGHWAY AND THAD CAIN LANE ABOUT 0.24 KM (0.15 MI) SOUTHEAST
 BJ4045'ON AIRLINE HIGHWAY FROM THE INTERSECTION OF AIRLINE HIGHWAY AND
 BJ4045'HIGHLAND ROAD TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY, 45.4
 BJ4045'METERS (149 FT) SOUTHWEST OF THE CENTERLINE OF AIRLINE HIGHWAY, 18.6
 BJ4045'METERS (61 FT) SOUTHEAST OF A GRAVEL DRIVE, 13.7 METERS (45 FT)
 BJ4045'NORTHWEST OF A 40-INCH OAK TREE ON THE SOUTH SIDE OF THAD CAIN LANE,
 BJ4045'3.7 METERS (12 FT) NORTH OF A CORNER FENCE POST, AND 0.61 METERS (2
 BJ4045'FT) NORTHEAST OF A CHAIN LINK FENCE.
 BJ4045'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 BJ4045'THE MARK IS 0.61 M BELOW AIRLINE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1995 ***********************************************************************
 BJ1995  DESIGNATION -  205 A
 BJ1995  PID         -  BJ1995
 BJ1995  STATE/COUNTY-  LA/ST MARTIN
 BJ1995  USGS QUAD   -  GRAND RIVER (1992)
 BJ1995
 BJ1995                         *CURRENT SURVEY CONTROL
 BJ1995  ___________________________________________________________________
 BJ1995* NAD 83(1986)-  30 14 11.     (N)    091 29 39.     (W)     SCALED    
 BJ1995* NAVD 88     -         7.44   (+/-2cm)      24.4    (feet)  VERTCON   
 BJ1995  ___________________________________________________________________
 BJ1995  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ1995
 BJ1995  VERT ORDER  -  ? (See Below)
 BJ1995
 BJ1995.The horizontal coordinates were scaled from a topographic map and have
 BJ1995.an estimated accuracy of +/- 6 seconds.
 BJ1995
 BJ1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1995.The vertical order pertains to the NGVD 29 superseded value.
 BJ1995
 BJ1995.The geoid height was determined by GEOID03.
 BJ1995
 BJ1995;                    North         East    Units  Estimated Accuracy
 BJ1995;SPC LA S     -   192,480.      984,520.      MT  (+/- 180 meters Scaled)
 BJ1995
 BJ1995                          SUPERSEDED SURVEY CONTROL
 BJ1995
 BJ1995  NGVD 29 (??/??/??)    7.465  (m)           24.49   (f) ADJUSTED    ?  
 BJ1995
 BJ1995.Superseded values are not recommended for survey control.
 BJ1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1995.See file dsdata.txt to determine how the superseded data were derived.
 BJ1995
 BJ1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP448459(NAD 83)
 BJ1995_MARKER: S = SPIKE
 BJ1995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1995_SP_SET: TREE
 BJ1995_STAMPING: PRE BM 205 A-1933
 BJ1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1995
 BJ1995  HISTORY     - Date     Condition        Report By
 BJ1995  HISTORY     - 1933     MONUMENTED       DOD
 BJ1995
 BJ1995                          STATION DESCRIPTION
 BJ1995
 BJ1995'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ1995'13.2 MI W FROM INDIAN VILLAGE.
 BJ1995'IN SAINT MARTIN PARISH ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF
 BJ1995'BAYOU PLAQUEMINE FROM INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT
 BJ1995'13.2 MILES WEST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ1995'JACK MILLER STORE, ABOUT 14.9 MILES SOUTHEAST OF THE BENOIT STORE AT
 BJ1995'BUTTE LA ROSE, SAINT MARTIN PARISH, 45 FEET FROM P.B.M. 205 (U.S.E.),
 BJ1995'DESCRIBED ABOVE, IN THE DIAMOND BLAZE OF A TREE WITH A BRASS PLATE
 BJ1995'STAMPED PRE B.M. 205 A 1933, AND ABOUT 10 FEET HIGHER THAN THE GROUND.
 BJ1995'A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1187 ***********************************************************************
 CP1187  DESIGNATION -  2050 A BOLT
 CP1187  PID         -  CP1187
 CP1187  STATE/COUNTY-  LA/EAST CARROLL
 CP1187  USGS QUAD   -  SONDHEIMER (1994)
 CP1187
 CP1187                         *CURRENT SURVEY CONTROL
 CP1187  ___________________________________________________________________
 CP1187* NAD 83(1986)-  32 35 10.     (N)    091 08 12.     (W)     SCALED    
 CP1187* NAVD 88     -        26.78   (+/-2cm)      87.9    (feet)  VERTCON   
 CP1187  ___________________________________________________________________
 CP1187  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP1187
 CP1187  VERT ORDER  -  ? (See Below)
 CP1187
 CP1187.The horizontal coordinates were scaled from a topographic map and have
 CP1187.an estimated accuracy of +/- 6 seconds.
 CP1187
 CP1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1187.The vertical order pertains to the NGVD 29 superseded value.
 CP1187
 CP1187.The geoid height was determined by GEOID03.
 CP1187
 CP1187;                    North         East    Units  Estimated Accuracy
 CP1187;SPC LA N     -   232,110.    1,127,990.      MT  (+/- 180 meters Scaled)
 CP1187
 CP1187                          SUPERSEDED SURVEY CONTROL
 CP1187
 CP1187  NGVD 29 (??/??/92)   26.810  (m)           87.96   (f) ADJ UNCH    ?  
 CP1187
 CP1187.Superseded values are not recommended for survey control.
 CP1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1187.See file dsdata.txt to determine how the superseded data were derived.
 CP1187
 CP1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS748069(NAD 83)
 CP1187_MARKER: B = BOLT
 CP1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1187_SP_SET: STONE
 CP1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1187+STABILITY: SURFACE MOTION
 CP1187
 CP1187  HISTORY     - Date     Condition        Report By
 CP1187  HISTORY     - UNK      MONUMENTED       DOD
 CP1187  HISTORY     - 1934     GOOD             DOD
 CP1187  HISTORY     - 1947     GOOD             DOD
 CP1187
 CP1187                          STATION DESCRIPTION
 CP1187
 CP1187'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1187'3 MI E FROM ROOSEVELT.
 CP1187'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1187'MISS. RIVER, EAST CARROLL PARISH, LA., 3 MILES EAST-NORTHEAST OF
 CP1187'ROOSEVELT, LA.  583 FEET WEST OF LEVEE STATION NO. 2050.  IN HEAVY
 CP1187'COTTONWOODS WOODS.
 CP1187
 CP1187                          STATION RECOVERY (1947)
 CP1187
 CP1187'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1947
 CP1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1186 ***********************************************************************
 CP1186  DESIGNATION -  2050 A CAP
 CP1186  PID         -  CP1186
 CP1186  STATE/COUNTY-  LA/EAST CARROLL
 CP1186  USGS QUAD   -  SONDHEIMER (1994)
 CP1186
 CP1186                         *CURRENT SURVEY CONTROL
 CP1186  ___________________________________________________________________
 CP1186* NAD 83(1986)-  32 35 09.     (N)    091 08 12.     (W)     SCALED    
 CP1186* NAVD 88     -        28.00   (+/-2cm)      91.9    (feet)  VERTCON   
 CP1186  ___________________________________________________________________
 CP1186  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP1186
 CP1186  VERT ORDER  -  ? (See Below)
 CP1186
 CP1186.The horizontal coordinates were scaled from a topographic map and have
 CP1186.an estimated accuracy of +/- 6 seconds.
 CP1186
 CP1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1186.The vertical order pertains to the NGVD 29 superseded value.
 CP1186
 CP1186.The geoid height was determined by GEOID03.
 CP1186
 CP1186;                    North         East    Units  Estimated Accuracy
 CP1186;SPC LA N     -   232,080.    1,127,990.      MT  (+/- 180 meters Scaled)
 CP1186
 CP1186                          SUPERSEDED SURVEY CONTROL
 CP1186
 CP1186  NGVD 29 (??/??/92)   28.030  (m)           91.96   (f) ADJ UNCH    ?  
 CP1186
 CP1186.Superseded values are not recommended for survey control.
 CP1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1186.See file dsdata.txt to determine how the superseded data were derived.
 CP1186
 CP1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS748069(NAD 83)
 CP1186_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1186
 CP1186  HISTORY     - Date     Condition        Report By
 CP1186  HISTORY     - UNK      MONUMENTED       DOD
 CP1186  HISTORY     - 1934     GOOD             DOD
 CP1186  HISTORY     - 1947     GOOD             DOD
 CP1186
 CP1186                          STATION DESCRIPTION
 CP1186
 CP1186'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1186'3 MI E FROM ROOSEVELT.
 CP1186'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1186'MISS. RIVER, EAST CARROLL PARISH, LA., 3 MILES EAST-NORTHEAST OF
 CP1186'ROOSEVELT, LA.  583 FEET WEST OF LEVEE STATION NO. 2050.  IN HEAVY
 CP1186'COTTONWOODS WOODS.
 CP1186
 CP1186                          STATION RECOVERY (1947)
 CP1186
 CP1186'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1947
 CP1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0306 ***********************************************************************
 CQ0306  DESIGNATION -  2056 LAGS
 CQ0306  PID         -  CQ0306
 CQ0306  STATE/COUNTY-  LA/UNION
 CQ0306  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0306
 CQ0306                         *CURRENT SURVEY CONTROL
 CQ0306  ___________________________________________________________________
 CQ0306* NAD 83(1986)-  32 44 29.     (N)    092 25 52.     (W)     SCALED    
 CQ0306* NAVD 88     -        44.728  (meters)     146.75   (feet)  ADJUSTED  
 CQ0306  ___________________________________________________________________
 CQ0306  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0306  DYNAMIC HT  -          44.679 (meters)     146.58  (feet)  COMP
 CQ0306  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CQ0306
 CQ0306  VERT ORDER  -  SECOND    CLASS 0
 CQ0306
 CQ0306.The horizontal coordinates were scaled from a topographic map and have
 CQ0306.an estimated accuracy of +/- 6 seconds.
 CQ0306
 CQ0306.The orthometric height was determined by differential leveling
 CQ0306.and adjusted by the National Geodetic Survey in June 1991..
 CQ0306
 CQ0306.The geoid height was determined by GEOID03.
 CQ0306
 CQ0306.The dynamic height is computed by dividing the NAVD 88
 CQ0306.geopotential number by the normal gravity value computed on the
 CQ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0306.degrees latitude (g = 980.6199 gals.).
 CQ0306
 CQ0306.The modeled gravity was interpolated from observed gravity values.
 CQ0306
 CQ0306;                    North         East    Units  Estimated Accuracy
 CQ0306;SPC LA N     -   248,530.    1,006,460.      MT  (+/- 180 meters Scaled)
 CQ0306
 CQ0306                          SUPERSEDED SURVEY CONTROL
 CQ0306
 CQ0306  NGVD 29 (??/??/??)   44.816  (m)          147.03   (f) ADJUSTED    2 0
 CQ0306
 CQ0306.Superseded values are not recommended for survey control.
 CQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0306.See file dsdata.txt to determine how the superseded data were derived.
 CQ0306
 CQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS532227(NAD 83)
 CQ0306_MARKER: DD = SURVEY DISK
 CQ0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0306_SP_SET: CONCRETE
 CQ0306_STAMPING: 2056 WPA
 CQ0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0306
 CQ0306  HISTORY     - Date     Condition        Report By
 CQ0306  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0306  HISTORY     - 1967     GOOD             LADH
 CQ0306
 CQ0306                          STATION DESCRIPTION
 CQ0306
 CQ0306'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ0306'2.75 MI S FROM FARMERVILLE.
 CQ0306'LOCATED SOUTH ALONG LA. HIGHWAY 33 2.75 MILES FROM THE UNION PARISH
 CQ0306'COURTHOUSE IN FARMERVILLE, 453 FEET SOUTH ALONG LA. HIGHWAY 33 FROM
 CQ0306'THE INTERSECTION WITH LA. HIGHWAY 15, 171 FEET WEST OF CENTERLINE OF
 CQ0306'LA. HIGHWAY 33 AND 71 FEET WEST OF RIGHT OF WAY MARKER.  THIS STATION
 CQ0306'IS A STATE CONTROL MARKER AND IS A STANDARD BRONZE DISK SET IN
 CQ0306'CONCRETE AND STAMPED 2056 WPA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2003 ***********************************************************************
 BJ2003  DESIGNATION -  206
 BJ2003  PID         -  BJ2003
 BJ2003  STATE/COUNTY-  LA/IBERVILLE
 BJ2003  USGS QUAD   -  GRAND RIVER (1992)
 BJ2003
 BJ2003                         *CURRENT SURVEY CONTROL
 BJ2003  ___________________________________________________________________
 BJ2003* NAD 83(1986)-  30 13 39.     (N)    091 27 45.     (W)     SCALED    
 BJ2003* NAVD 88     -         3.88   (+/-2cm)      12.7    (feet)  VERTCON   
 BJ2003  ___________________________________________________________________
 BJ2003  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ2003
 BJ2003  VERT ORDER  -  ? (See Below)
 BJ2003
 BJ2003.The horizontal coordinates were scaled from a topographic map and have
 BJ2003.an estimated accuracy of +/- 6 seconds.
 BJ2003
 BJ2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2003.The vertical order pertains to the NGVD 29 superseded value.
 BJ2003
 BJ2003.The geoid height was determined by GEOID03.
 BJ2003
 BJ2003;                    North         East    Units  Estimated Accuracy
 BJ2003;SPC LA S     -   191,490.      987,570.      MT  (+/- 180 meters Scaled)
 BJ2003
 BJ2003                          SUPERSEDED SURVEY CONTROL
 BJ2003
 BJ2003  NGVD 29 (??/??/??)    3.904  (m)           12.81   (f) ADJUSTED    ?  
 BJ2003
 BJ2003.Superseded values are not recommended for survey control.
 BJ2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2003.See file dsdata.txt to determine how the superseded data were derived.
 BJ2003
 BJ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP479449(NAD 83)
 BJ2003_MARKER: S = SPIKE
 BJ2003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2003_SP_SET: TREE
 BJ2003_STAMPING: PRE. B.M. 206-1933
 BJ2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2003
 BJ2003  HISTORY     - Date     Condition        Report By
 BJ2003  HISTORY     - 1933     MONUMENTED       DOD
 BJ2003
 BJ2003                          STATION DESCRIPTION
 BJ2003
 BJ2003'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2003'2.7 MI S FROM INDIAN VILLAGE.
 BJ2003'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE, FROM
 BJ2003'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 10.8 MILES WEST ALONG
 BJ2003'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ABOUT
 BJ2003'1-1/4 MILES EAST OF THE CONFLUENCE OF BAYOU PIGEON AND THE RIVER,
 BJ2003'ABOUT 1 MILE WEST OF BURNS BAYOU, ABOUT 400 FEET BACK OF THE LOWER
 BJ2003'RIVER BANK, AT A 16-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED
 BJ2003'PRE B.M. 206 1933, IN THE DIAMOND BLAZE ON THE RIVERSIDE OF THE TREE,
 BJ2003'AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0301 ***********************************************************************
 CQ0301  DESIGNATION -  2064 LAGS RESET 1971
 CQ0301  PID         -  CQ0301
 CQ0301  STATE/COUNTY-  LA/LINCOLN
 CQ0301  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0301
 CQ0301                         *CURRENT SURVEY CONTROL
 CQ0301  ___________________________________________________________________
 CQ0301* NAD 83(1986)-  32 42 44.     (N)    092 27 21.     (W)     SCALED    
 CQ0301* NAVD 88     -        51.07   (meters)     167.6    (feet)  RESET     
 CQ0301  ___________________________________________________________________
 CQ0301  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0301
 CQ0301  VERT ORDER  -  THIRD
 CQ0301
 CQ0301.The horizontal coordinates were scaled from a topographic map and have
 CQ0301.an estimated accuracy of +/- 6 seconds.
 CQ0301
 CQ0301.The orthometric height was computed from unverified reset data.
 CQ0301
 CQ0301.The geoid height was determined by GEOID03.
 CQ0301
 CQ0301;                    North         East    Units  Estimated Accuracy
 CQ0301;SPC LA N     -   245,290.    1,004,140.      MT  (+/- 180 meters Scaled)
 CQ0301
 CQ0301                          SUPERSEDED SURVEY CONTROL
 CQ0301
 CQ0301  NGVD 29 (??/??/??)   51.15   (m)          167.8    (f) RESET       3  
 CQ0301
 CQ0301.Superseded values are not recommended for survey control.
 CQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0301.See file dsdata.txt to determine how the superseded data were derived.
 CQ0301
 CQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS509195(NAD 83)
 CQ0301_MARKER: DD = SURVEY DISK
 CQ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0301_STAMPING: 2064 RESET 1971
 CQ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0301+STABILITY: SURFACE MOTION
 CQ0301
 CQ0301  HISTORY     - Date     Condition        Report By
 CQ0301  HISTORY     - 1971     MONUMENTED       NGS
 CQ0301
 CQ0301                          STATION DESCRIPTION
 CQ0301
 CQ0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0301'5.35 MI SW FROM FARMERVILLE.
 CQ0301'THE MARK IS LOCATED 5.35 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE
 CQ0301'UNION PARISH COURTHOUSE IN FARMERSVILLE, 90 FEET EAST OF THE CENTER OF
 CQ0301'STATE HIGHWAY 33, 346 FEET NORTH OF A CULVERT UNDER THE HIGHWAY, 1
 CQ0301'FOOT EAST OF A METAL WITNESS POST AND 10 FEET EAST OF THE TOP OF A TEN
 CQ0301'FOOT CUT ON THE HIGHWAY.  IT IS A LOUISIANA GEODETIC SURVEY DISK SET
 CQ0301'IN THE TOP OF AN EIGHT INCH SQUARE CONCRETE POST STAMPED 2064 RESET
 CQ0301'1971 AND PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2004 ***********************************************************************
 BJ2004  DESIGNATION -  207
 BJ2004  PID         -  BJ2004
 BJ2004  STATE/COUNTY-  LA/IBERVILLE
 BJ2004  USGS QUAD   -  GRAND RIVER (1992)
 BJ2004
 BJ2004                         *CURRENT SURVEY CONTROL
 BJ2004  ___________________________________________________________________
 BJ2004* NAD 83(1986)-  30 13 56.     (N)    091 26 10.     (W)     SCALED    
 BJ2004* NAVD 88     -         4.38   (+/-2cm)      14.4    (feet)  VERTCON   
 BJ2004  ___________________________________________________________________
 BJ2004  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ2004
 BJ2004  VERT ORDER  -  ? (See Below)
 BJ2004
 BJ2004.The horizontal coordinates were scaled from a topographic map and have
 BJ2004.an estimated accuracy of +/- 6 seconds.
 BJ2004
 BJ2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2004.The vertical order pertains to the NGVD 29 superseded value.
 BJ2004
 BJ2004.The geoid height was determined by GEOID03.
 BJ2004
 BJ2004;                    North         East    Units  Estimated Accuracy
 BJ2004;SPC LA S     -   192,010.      990,110.      MT  (+/- 180 meters Scaled)
 BJ2004
 BJ2004                          SUPERSEDED SURVEY CONTROL
 BJ2004
 BJ2004  NGVD 29 (??/??/??)    4.403  (m)           14.45   (f) ADJUSTED    ?  
 BJ2004
 BJ2004.Superseded values are not recommended for survey control.
 BJ2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2004.See file dsdata.txt to determine how the superseded data were derived.
 BJ2004
 BJ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP504455(NAD 83)
 BJ2004_MARKER: S = SPIKE
 BJ2004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2004_SP_SET: TREE
 BJ2004_STAMPING: PRE. B.M. 207-1933
 BJ2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2004
 BJ2004  HISTORY     - Date     Condition        Report By
 BJ2004  HISTORY     - 1933     MONUMENTED       DOD
 BJ2004
 BJ2004                          STATION DESCRIPTION
 BJ2004
 BJ2004'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2004'2.7 MI S FROM INDIAN VILLAGE.
 BJ2004'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2004'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 9.0 MILES WEST ALONG
 BJ2004'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ABOUT
 BJ2004'1-1/2 MILES WEST OF GRAND RIVER DIKE OPPOSITE THE EASTERNMOST OUTLET
 BJ2004'OF UPPER FLATS, 50 FEET BACK OF THE LOWER BANK OF THE RIVER, AT A
 BJ2004'30-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE B.M. 207 1933,
 BJ2004'AND IN THE DIAMOND BLAZE ON THE EAST SIDE OF THE TREE.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0297 ***********************************************************************
 CQ0297  DESIGNATION -  2070 LAGS
 CQ0297  PID         -  CQ0297
 CQ0297  STATE/COUNTY-  LA/UNION
 CQ0297  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0297
 CQ0297                         *CURRENT SURVEY CONTROL
 CQ0297  ___________________________________________________________________
 CQ0297* NAD 83(1986)-  32 40 34.     (N)    092 28 28.     (W)     SCALED    
 CQ0297* NAVD 88     -        38.754  (meters)     127.15   (feet)  ADJUSTED  
 CQ0297  ___________________________________________________________________
 CQ0297  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0297  DYNAMIC HT  -          38.711 (meters)     127.00  (feet)  COMP
 CQ0297  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 CQ0297
 CQ0297  VERT ORDER  -  SECOND    CLASS 0
 CQ0297
 CQ0297.The horizontal coordinates were scaled from a topographic map and have
 CQ0297.an estimated accuracy of +/- 6 seconds.
 CQ0297
 CQ0297.The orthometric height was determined by differential leveling
 CQ0297.and adjusted by the National Geodetic Survey in June 1991..
 CQ0297
 CQ0297.The geoid height was determined by GEOID03.
 CQ0297
 CQ0297.The dynamic height is computed by dividing the NAVD 88
 CQ0297.geopotential number by the normal gravity value computed on the
 CQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0297.degrees latitude (g = 980.6199 gals.).
 CQ0297
 CQ0297.The modeled gravity was interpolated from observed gravity values.
 CQ0297
 CQ0297;                    North         East    Units  Estimated Accuracy
 CQ0297;SPC LA N     -   241,290.    1,002,400.      MT  (+/- 180 meters Scaled)
 CQ0297
 CQ0297                          SUPERSEDED SURVEY CONTROL
 CQ0297
 CQ0297  NGVD 29 (??/??/??)   38.834  (m)          127.41   (f) ADJUSTED    2 0
 CQ0297
 CQ0297.Superseded values are not recommended for survey control.
 CQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0297.See file dsdata.txt to determine how the superseded data were derived.
 CQ0297
 CQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS492155(NAD 83)
 CQ0297_MARKER: DD = SURVEY DISK
 CQ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0297_STAMPING: 2070
 CQ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0297+STABILITY: SURFACE MOTION
 CQ0297
 CQ0297  HISTORY     - Date     Condition        Report By
 CQ0297  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0297  HISTORY     - 1971     GOOD             NGS
 CQ0297
 CQ0297                          STATION DESCRIPTION
 CQ0297
 CQ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0297'7.9 MI SW FROM FARMERVILLE.
 CQ0297'LOCATED 8.15 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE
 CQ0297'COURTHOUSE IN FARMERVILLE, THE 0.1 MILE NORTHWEST ON STATE HIGHWAY 151
 CQ0297'TO THE MARK ON THE RIGHT.  IT IS 50 FEET NORTHEAST OF THE CENTER OF
 CQ0297'THE HIGHWAY, 98 FEET NORTHWEST OF THE MISSISSIPPI RIVER TRANSMISSION
 CQ0297'CORP. PIPELINE VENT, 143 FEET EAST OF A RIGHT-OF-WAY MARKER, 1.5 FEET
 CQ0297'CORP. PIPELINE VENT, 143 FEET EAST OF A RIGHT-OF-WAY MARKER, 1.5 FEET
 CQ0297'NORTHEAST OF A METAL WITNESS POST.  IT IS A DISK STAMPED 2070 SET IN
 CQ0297'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2005 ***********************************************************************
 BJ2005  DESIGNATION -  208
 BJ2005  PID         -  BJ2005
 BJ2005  STATE/COUNTY-  LA/IBERVILLE
 BJ2005  USGS QUAD   -  GRAND RIVER (1992)
 BJ2005
 BJ2005                         *CURRENT SURVEY CONTROL
 BJ2005  ___________________________________________________________________
 BJ2005* NAD 83(1986)-  30 13 34.     (N)    091 24 58.     (W)     SCALED    
 BJ2005* NAVD 88     -         3.40   (+/-2cm)      11.2    (feet)  VERTCON   
 BJ2005  ___________________________________________________________________
 BJ2005  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ2005
 BJ2005  VERT ORDER  -  ? (See Below)
 BJ2005
 BJ2005.The horizontal coordinates were scaled from a topographic map and have
 BJ2005.an estimated accuracy of +/- 6 seconds.
 BJ2005
 BJ2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2005.The vertical order pertains to the NGVD 29 superseded value.
 BJ2005
 BJ2005.The geoid height was determined by GEOID03.
 BJ2005
 BJ2005;                    North         East    Units  Estimated Accuracy
 BJ2005;SPC LA S     -   191,330.      992,030.      MT  (+/- 180 meters Scaled)
 BJ2005
 BJ2005                          SUPERSEDED SURVEY CONTROL
 BJ2005
 BJ2005  NGVD 29 (??/??/??)    3.429  (m)           11.25   (f) ADJUSTED    ?  
 BJ2005
 BJ2005.Superseded values are not recommended for survey control.
 BJ2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2005.See file dsdata.txt to determine how the superseded data were derived.
 BJ2005
 BJ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP524449(NAD 83)
 BJ2005_MARKER: S = SPIKE
 BJ2005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2005_SP_SET: TREE
 BJ2005_STAMPING: PRE. B.M. 208-1933
 BJ2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2005
 BJ2005  HISTORY     - Date     Condition        Report By
 BJ2005  HISTORY     - 1933     MONUMENTED       DOD
 BJ2005
 BJ2005                          STATION DESCRIPTION
 BJ2005
 BJ2005'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2005'2.7 MI S FROM INDIAN VILLAGE.
 BJ2005'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2005'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 7.6 MILES WEST ALONG
 BJ2005'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ON THE
 BJ2005'LOWER BANK OF THE RIVER, ON THE EAST BANK OF A SMALL SLOUGH, ABOUT 160
 BJ2005'FEET EAST OF THE SHEET PILES OF THE DAM ACROSS THE RIVER, ABOUT 120
 BJ2005'FEET FROM THE TOP OF THE BANK OF THE RIVER AND DIRECTLY ACROSS FROM
 BJ2005'THE WEST BANK OF A DREDGED BORROW PIT, AT A 20-INCH CYPRESS TREE WITH
 BJ2005'A BRASS PLATE STAMPED PRE B.M. 208 1933, IN THE DIAMOND BLAZE ON THE
 BJ2005'RIVERSIDE OF THE TREE, AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND. A
 BJ2005'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2006 ***********************************************************************
 BJ2006  DESIGNATION -  209
 BJ2006  PID         -  BJ2006
 BJ2006  STATE/COUNTY-  LA/IBERVILLE
 BJ2006  USGS QUAD   -  GRAND RIVER (1992)
 BJ2006
 BJ2006                         *CURRENT SURVEY CONTROL
 BJ2006  ___________________________________________________________________
 BJ2006* NAD 83(1986)-  30 13 49.     (N)    091 24 27.     (W)     SCALED    
 BJ2006* NAVD 88     -         4.22   (+/-2cm)      13.8    (feet)  VERTCON   
 BJ2006  ___________________________________________________________________
 BJ2006  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ2006
 BJ2006  VERT ORDER  -  ? (See Below)
 BJ2006
 BJ2006.The horizontal coordinates were scaled from a topographic map and have
 BJ2006.an estimated accuracy of +/- 6 seconds.
 BJ2006
 BJ2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2006.The vertical order pertains to the NGVD 29 superseded value.
 BJ2006
 BJ2006.The geoid height was determined by GEOID03.
 BJ2006
 BJ2006;                    North         East    Units  Estimated Accuracy
 BJ2006;SPC LA S     -   191,790.      992,860.      MT  (+/- 180 meters Scaled)
 BJ2006
 BJ2006                          SUPERSEDED SURVEY CONTROL
 BJ2006
 BJ2006  NGVD 29 (??/??/??)    4.246  (m)           13.93   (f) ADJUSTED    ?  
 BJ2006
 BJ2006.Superseded values are not recommended for survey control.
 BJ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2006.See file dsdata.txt to determine how the superseded data were derived.
 BJ2006
 BJ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP532453(NAD 83)
 BJ2006_MARKER: S = SPIKE
 BJ2006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2006_SP_SET: TREE
 BJ2006_STAMPING: PRE.B.M. 209-1933
 BJ2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2006
 BJ2006  HISTORY     - Date     Condition        Report By
 BJ2006  HISTORY     - 1933     MONUMENTED       DOD
 BJ2006
 BJ2006                          STATION DESCRIPTION
 BJ2006
 BJ2006'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2006'2.7 MI S FROM INDIAN VILLAGE.
 BJ2006'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2006'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 6.9 MILES WEST ALONG
 BJ2006'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ABOUT
 BJ2006'3,280 FEET EAST OF GRAND RIVER DIKE, 32 FEET NORTH OF THE CONFLUENCE
 BJ2006'OF THE RIVER AND BAYOU PAT, 10 FEET BACK OF THE LOWER BANK OF THE
 BJ2006'RIVER, IN THE DIAMOND BLAZE OF A 12-INCH CYPRESS TREE WITH A BRASS
 BJ2006'PLATE STAMPED PRE B.M. 209 1933, AND ABOUT 2 FEET HIGHER THAN THE
 BJ2006'GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4090 ***********************************************************************
 BJ4090  DESIGNATION -  209 73
 BJ4090  PID         -  BJ4090
 BJ4090  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4090  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4090
 BJ4090                         *CURRENT SURVEY CONTROL
 BJ4090  ___________________________________________________________________
 BJ4090* NAD 83(1986)-  30 23 31.     (N)    091 02 30.     (W)     SCALED    
 BJ4090* NAVD 88     -         7.881  (meters)      25.86   (feet)  ADJUSTED  
 BJ4090  ___________________________________________________________________
 BJ4090  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ4090  DYNAMIC HT  -           7.871 (meters)      25.82  (feet)  COMP
 BJ4090  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BJ4090
 BJ4090  VERT ORDER  -  SECOND    CLASS II
 BJ4090
 BJ4090.The horizontal coordinates were scaled from a topographic map and have
 BJ4090.an estimated accuracy of +/- 6 seconds.
 BJ4090
 BJ4090.The orthometric height was determined by differential leveling
 BJ4090.and adjusted by the National Geodetic Survey in February 1994..
 BJ4090
 BJ4090.The geoid height was determined by GEOID03.
 BJ4090
 BJ4090.The dynamic height is computed by dividing the NAVD 88
 BJ4090.geopotential number by the normal gravity value computed on the
 BJ4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4090.degrees latitude (g = 980.6199 gals.).
 BJ4090
 BJ4090.The modeled gravity was interpolated from observed gravity values.
 BJ4090
 BJ4090;                    North         East    Units  Estimated Accuracy
 BJ4090;SPC LA S     -   209,750.    1,028,030.      MT  (+/- 180 meters Scaled)
 BJ4090
 BJ4090                          SUPERSEDED SURVEY CONTROL
 BJ4090
 BJ4090.No superseded survey control is available for this station.
 BJ4090
 BJ4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP881638(NAD 83)
 BJ4090_MARKER: DB = BENCH MARK DISK
 BJ4090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4090_SP_SET: CONCRETE POST
 BJ4090_STAMPING: 209-73 1973
 BJ4090_MARK LOGO: LA-033
 BJ4090_PROJECTION: RECESSED 3 CENTIMETERS
 BJ4090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4090+STABILITY: SURFACE MOTION
 BJ4090
 BJ4090  HISTORY     - Date     Condition        Report By
 BJ4090  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4090  HISTORY     - 1987     GOOD             LA-033
 BJ4090
 BJ4090                          STATION DESCRIPTION
 BJ4090
 BJ4090'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4090'IN BATON ROUGE.
 BJ4090'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE NEAR THE INTERSECTION OF
 BJ4090'JEFFERSON HIGHWAY AND PECUE LANE, 13.1 METERS (43 FT) WEST OF THE
 BJ4090'CENTERLINE OF PECUE LANE, 9.8 METERS (32 FT) SOUTHWEST OF THE CENTER-
 BJ4090'LINE OF JEFFERSON HIGHWAY, 2.7 METERS (9 FT) NORTHWEST OF A RIGHT-OF-
 BJ4090'WAY MARKER, AND 3.7 METERS (12 FT) SOUTHEAST OF A POWER POLE AND
 BJ4090'TELEPHONE JUNCTION BOX.
 BJ4090'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ4090'THE MARK IS 0.61 M BELOW JEFFERSON HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3956 ***********************************************************************
 BJ3956  DESIGNATION -  21 87
 BJ3956  PID         -  BJ3956
 BJ3956  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3956  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3956
 BJ3956                         *CURRENT SURVEY CONTROL
 BJ3956  ___________________________________________________________________
 BJ3956* NAD 83(1986)-  30 25 01.     (N)    091 08 37.     (W)     SCALED    
 BJ3956* NAVD 88     -        10.059  (meters)      33.00   (feet)  ADJUSTED  
 BJ3956  ___________________________________________________________________
 BJ3956  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3956  DYNAMIC HT  -          10.046 (meters)      32.96  (feet)  COMP
 BJ3956  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 BJ3956
 BJ3956  VERT ORDER  -  SECOND    CLASS II
 BJ3956
 BJ3956.The horizontal coordinates were scaled from a topographic map and have
 BJ3956.an estimated accuracy of +/- 6 seconds.
 BJ3956
 BJ3956.The orthometric height was determined by differential leveling
 BJ3956.and adjusted by the National Geodetic Survey in February 1994..
 BJ3956
 BJ3956.The geoid height was determined by GEOID03.
 BJ3956
 BJ3956.The dynamic height is computed by dividing the NAVD 88
 BJ3956.geopotential number by the normal gravity value computed on the
 BJ3956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3956.degrees latitude (g = 980.6199 gals.).
 BJ3956
 BJ3956.The modeled gravity was interpolated from observed gravity values.
 BJ3956
 BJ3956;                    North         East    Units  Estimated Accuracy
 BJ3956;SPC LA S     -   212,500.    1,018,230.      MT  (+/- 180 meters Scaled)
 BJ3956
 BJ3956                          SUPERSEDED SURVEY CONTROL
 BJ3956
 BJ3956.No superseded survey control is available for this station.
 BJ3956
 BJ3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP783664(NAD 83)
 BJ3956_MARKER: DB = BENCH MARK DISK
 BJ3956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3956_SP_SET: CONCRETE POST
 BJ3956_STAMPING: 21-87 1987
 BJ3956_MARK LOGO: LA-033
 BJ3956_PROJECTION: FLUSH
 BJ3956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3956+STABILITY: SURFACE MOTION
 BJ3956
 BJ3956  HISTORY     - Date     Condition        Report By
 BJ3956  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3956
 BJ3956                          STATION DESCRIPTION
 BJ3956
 BJ3956'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3956'IN BATON ROUGE.
 BJ3956'LOCATED SOUTH OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ3956'PERKINS ROAD AND LEE DRIVE, SET IN THE SOUTHEAST QUADRANT OF THE
 BJ3956'INTERSECTION, AT 4524 PERKINS ROAD, 4.9 METERS (16 FEET) SOUTHWEST OF
 BJ3956'A FIRE HYDRANT, 1.2 METERS (4 FEET) WEST OF A METAL LIGHT POLE, AND
 BJ3956'0.61 METERS (2 FEET) SOUTHEAST OF THE INSIDE EDGE OF A SIDEWALK.
 BJ3956'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3956'THE MARK IS 0.31 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2358 ***********************************************************************
 BJ2358  DESIGNATION -  21 BOLT
 BJ2358  PID         -  BJ2358
 BJ2358  STATE/COUNTY-  LA/ST MARTIN
 BJ2358  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2358
 BJ2358                         *CURRENT SURVEY CONTROL
 BJ2358  ___________________________________________________________________
 BJ2358* NAD 83(1986)-  30 20 45.     (N)    091 42 58.     (W)     SCALED    
 BJ2358* NAVD 88     -         5.67   (+/-2cm)      18.6    (feet)  VERTCON   
 BJ2358  ___________________________________________________________________
 BJ2358  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2358
 BJ2358  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2358
 BJ2358.The horizontal coordinates were scaled from a topographic map and have
 BJ2358.an estimated accuracy of +/- 6 seconds.
 BJ2358
 BJ2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2358.The vertical order pertains to the NGVD 29 superseded value.
 BJ2358
 BJ2358.The geoid height was determined by GEOID03.
 BJ2358
 BJ2358;                    North         East    Units  Estimated Accuracy
 BJ2358;SPC LA S     -   204,660.      963,200.      MT  (+/- 180 meters Scaled)
 BJ2358
 BJ2358                          SUPERSEDED SURVEY CONTROL
 BJ2358
 BJ2358  NGVD 29 (??/??/??)    5.675  (m)           18.62   (f) ADJUSTED    1 2
 BJ2358
 BJ2358.Superseded values are not recommended for survey control.
 BJ2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2358.See file dsdata.txt to determine how the superseded data were derived.
 BJ2358
 BJ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP234578(NAD 83)
 BJ2358_MARKER: B = BOLT
 BJ2358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2358
 BJ2358  HISTORY     - Date     Condition        Report By
 BJ2358  HISTORY     - UNK      MONUMENTED       DOD
 BJ2358  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2358  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2358
 BJ2358                          STATION DESCRIPTION
 BJ2358
 BJ2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2358'IN EAST ATCHAFALAYA.
 BJ2358'AT EAST ATCHAFALAYA, SAINT MARTIN PARISH, ON THE EAST BANK OF
 BJ2358'ATCHAFALAYA RIVER, 125 FEET SOUTH OF THE ABANDONED TEXAS AND NEW
 BJ2358'ORLEANS RAILROAD TRACK, ABOUT 100 FEET BACK OF THE RIVER BANK, 31 FEET
 BJ2358'FROM THE NORTHWEST CORNER OF THE XAVIER BIJEAU RESIDENCE, AND 21 FEET
 BJ2358'FROM THE NORTHEAST CORNER OF THE MRS. GEORGE WESTPHALS RESIDENCE. A
 BJ2358'COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER
 BJ2358'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BJ2358'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2358
 BJ2358                          STATION RECOVERY (1968)
 BJ2358
 BJ2358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2632 ***********************************************************************
 BJ2632  DESIGNATION -  21 BOLT
 BJ2632  PID         -  BJ2632
 BJ2632  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2632  USGS QUAD   -  LACOUR (1994)
 BJ2632
 BJ2632                         *CURRENT SURVEY CONTROL
 BJ2632  ___________________________________________________________________
 BJ2632* NAD 83(1986)-  30 46 37.     (N)    091 35 52.     (W)     SCALED    
 BJ2632* NAVD 88     -         8.39   (+/-2cm)      27.5    (feet)  VERTCON   
 BJ2632  ___________________________________________________________________
 BJ2632  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ2632
 BJ2632  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2632
 BJ2632.The horizontal coordinates were scaled from a topographic map and have
 BJ2632.an estimated accuracy of +/- 6 seconds.
 BJ2632
 BJ2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2632.The vertical order pertains to the NGVD 29 superseded value.
 BJ2632
 BJ2632.The geoid height was determined by GEOID03.
 BJ2632
 BJ2632;                    North         East    Units  Estimated Accuracy
 BJ2632;SPC LA S     -   252,420.      974,690.      MT  (+/- 180 meters Scaled)
 BJ2632
 BJ2632                          SUPERSEDED SURVEY CONTROL
 BJ2632
 BJ2632  NGVD 29 (??/??/??)    8.384  (m)           27.51   (f) ADJUSTED    1 2
 BJ2632
 BJ2632.Superseded values are not recommended for survey control.
 BJ2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2632.See file dsdata.txt to determine how the superseded data were derived.
 BJ2632
 BJ2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ341057(NAD 83)
 BJ2632_MARKER: B = BOLT
 BJ2632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2632_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2632_STAMPING: PBM 21 1929
 BJ2632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2632
 BJ2632  HISTORY     - Date     Condition        Report By
 BJ2632  HISTORY     - 1929     MONUMENTED       DOD
 BJ2632  HISTORY     - 1964     GOOD             CGS
 BJ2632
 BJ2632                          STATION DESCRIPTION
 BJ2632
 BJ2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2632'3.2 MI N FROM MORGANZA.
 BJ2632'ABOUT 1.0 MILE NORTHWEST ALONG STATE ROAD 1 FROM THE TEXAS AND PACIFIC
 BJ2632'RAILROAD STATION AT MORGANZA, THENCE 2.2 MILES NORTH ALONG A ROAD ON
 BJ2632'THE TOP OF A LEVEE, ABOUT 0.3 MILE NORTH OF A POINT WHERE THE ROAD
 BJ2632'LEADS OFF THE LEVEE AND PARALLELS THE LEVEE ON THE NORTHWEST SIDE,
 BJ2632'ABOUT 0.1 MILE NORTHWEST OF THE ROAD ON THE TOP OF THE LEVEE, IN AN
 BJ2632'OPEN PASTURE, 287 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD ON THE
 BJ2632'NORTHWEST SIDE OF THE LEVEE, 1.2 FEET NORTH OF A METAL WITNESS POST,
 BJ2632'ABOUT LEVEL WITH THE ROAD, A COPPER BOLT SET IN CONCRETE ABOUT 3 FEET
 BJ2632'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ2632'PIPE BEARING A CAP WHICH PROJECTS 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2357 ***********************************************************************
 BJ2357  DESIGNATION -  21 CAP
 BJ2357  PID         -  BJ2357
 BJ2357  STATE/COUNTY-  LA/ST MARTIN
 BJ2357  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2357
 BJ2357                         *CURRENT SURVEY CONTROL
 BJ2357  ___________________________________________________________________
 BJ2357* NAD 83(1986)-  30 20 45.     (N)    091 42 58.     (W)     SCALED    
 BJ2357* NAVD 88     -         6.91   (+/-2cm)      22.7    (feet)  VERTCON   
 BJ2357  ___________________________________________________________________
 BJ2357  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2357
 BJ2357  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2357
 BJ2357.The horizontal coordinates were scaled from a topographic map and have
 BJ2357.an estimated accuracy of +/- 6 seconds.
 BJ2357
 BJ2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2357.The vertical order pertains to the NGVD 29 superseded value.
 BJ2357
 BJ2357.The geoid height was determined by GEOID03.
 BJ2357
 BJ2357;                    North         East    Units  Estimated Accuracy
 BJ2357;SPC LA S     -   204,660.      963,200.      MT  (+/- 180 meters Scaled)
 BJ2357
 BJ2357                          SUPERSEDED SURVEY CONTROL
 BJ2357
 BJ2357  NGVD 29 (??/??/??)    6.909  (m)           22.67   (f) ADJUSTED    1 2
 BJ2357
 BJ2357.Superseded values are not recommended for survey control.
 BJ2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2357.See file dsdata.txt to determine how the superseded data were derived.
 BJ2357
 BJ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP234578(NAD 83)
 BJ2357_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2357
 BJ2357  HISTORY     - Date     Condition        Report By
 BJ2357  HISTORY     - UNK      MONUMENTED       DOD
 BJ2357  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2357  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2357
 BJ2357                          STATION DESCRIPTION
 BJ2357
 BJ2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2357'IN EAST ATCHAFALAYA.
 BJ2357'AT EAST ATCHAFALAYA, SAINT MARTIN PARISH, ON THE EAST BANK OF
 BJ2357'ATCHAFALAYA RIVER, 125 FEET SOUTH OF THE ABANDONED TEXAS AND NEW
 BJ2357'ORLEANS RAILROAD TRACK, ABOUT 100 FEET BACK OF THE RIVER BANK, 31 FEET
 BJ2357'FROM THE NORTHWEST CORNER OF THE XAVIER BIJEAU RESIDENCE, AND 21 FEET
 BJ2357'FROM THE NORTHEAST CORNER OF THE MRS. GEORGE WESTPHALS RESIDENCE. AN
 BJ2357'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2357
 BJ2357                          STATION RECOVERY (1968)
 BJ2357
 BJ2357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0118 ***********************************************************************
 BJ0118  DESIGNATION -  21 CAP
 BJ0118  PID         -  BJ0118
 BJ0118  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0118  USGS QUAD   -  LACOUR (1994)
 BJ0118
 BJ0118                         *CURRENT SURVEY CONTROL
 BJ0118  ___________________________________________________________________
 BJ0118* NAD 83(1986)-  30 46 37.     (N)    091 35 51.     (W)     SCALED    
 BJ0118* NAVD 88     -         9.65   (+/-2cm)      31.7    (feet)  VERTCON   
 BJ0118  ___________________________________________________________________
 BJ0118  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0118
 BJ0118  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0118
 BJ0118.The horizontal coordinates were scaled from a topographic map and have
 BJ0118.an estimated accuracy of +/- 6 seconds.
 BJ0118
 BJ0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0118.The vertical order pertains to the NGVD 29 superseded value.
 BJ0118
 BJ0118.The geoid height was determined by GEOID03.
 BJ0118
 BJ0118;                    North         East    Units  Estimated Accuracy
 BJ0118;SPC LA S     -   252,420.      974,710.      MT  (+/- 180 meters Scaled)
 BJ0118
 BJ0118                          SUPERSEDED SURVEY CONTROL
 BJ0118
 BJ0118  NGVD 29 (??/??/??)    9.639  (m)           31.62   (f) ADJUSTED    1 2
 BJ0118
 BJ0118.Superseded values are not recommended for survey control.
 BJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0118.See file dsdata.txt to determine how the superseded data were derived.
 BJ0118
 BJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ342057(NAD 83)
 BJ0118_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0118_STAMPING: PBM 21 1929
 BJ0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0118
 BJ0118  HISTORY     - Date     Condition        Report By
 BJ0118  HISTORY     - 1929     MONUMENTED       DOD
 BJ0118  HISTORY     - 1964     GOOD             CGS
 BJ0118  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0118
 BJ0118                          STATION DESCRIPTION
 BJ0118
 BJ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0118'3.2 MI N FROM MORGANZA.
 BJ0118'ABOUT 1.0 MILE NORTHWEST ALONG STATE ROAD 1 FROM THE TEXAS AND PACIFIC
 BJ0118'RAILROAD STATION AT MORGANZA, THENCE 2.2 MILES NORTH ALONG A ROAD ON
 BJ0118'THE TOP OF A LEVEE, ABOUT 0.3 MILE NORTH OF A POINT WHERE THE ROAD
 BJ0118'LEADS OFF THE LEVEE AND PARALLELS THE LEVEE ON THE NORTHWEST SIDE,
 BJ0118'ABOUT 0.1 MILE NORTHWEST OF THE ROAD ON THE TOP OF THE LEVEE, IN AN
 BJ0118'OPEN PASTURE, 287 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD ON THE
 BJ0118'NORTHWEST SIDE OF THE LEVEE, 1.2 FEET NORTH OF A METAL WITNESS POST,
 BJ0118'ABOUT LEVEL WITH THE ROAD, A 4-INCH IRON PIPE BEARING A CAP WHICH
 BJ0118'PROJECTS 16 INCHES.
 BJ0118
 BJ0118                          STATION RECOVERY (1976)
 BJ0118
 BJ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2122 ***********************************************************************
 BK2122  DESIGNATION -  21 GDS USGS
 BK2122  PID         -  BK2122
 BK2122  STATE/COUNTY-  LA/ST LANDRY
 BK2122  USGS QUAD   -  WHITEVILLE (1992)
 BK2122
 BK2122                         *CURRENT SURVEY CONTROL
 BK2122  ___________________________________________________________________
 BK2122* NAD 83(1986)-  30 50 01.     (N)    092 12 12.     (W)     SCALED    
 BK2122* NAVD 88     -        14.57   (+/-2cm)      47.8    (feet)  VERTCON   
 BK2122  ___________________________________________________________________
 BK2122  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK2122
 BK2122  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2122
 BK2122.The horizontal coordinates were scaled from a topographic map and have
 BK2122.an estimated accuracy of +/- 6 seconds.
 BK2122
 BK2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2122.The vertical order pertains to the NGVD 29 superseded value.
 BK2122
 BK2122.The geoid height was determined by GEOID03.
 BK2122
 BK2122;                    North         East    Units  Estimated Accuracy
 BK2122;SPC LA S     -   258,990.      916,770.      MT  (+/- 180 meters Scaled)
 BK2122
 BK2122                          SUPERSEDED SURVEY CONTROL
 BK2122
 BK2122  NGVD 29 (??/??/??)   14.546  (m)           47.72   (f) ADJUSTED    2 2
 BK2122
 BK2122.Superseded values are not recommended for survey control.
 BK2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2122.See file dsdata.txt to determine how the superseded data were derived.
 BK2122
 BK2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ761114(NAD 83)
 BK2122_MARKER: DE = TRAVERSE STATION DISK
 BK2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2122_SP_SET: CONCRETE POST
 BK2122_STAMPING: 21 GDS 1965
 BK2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2122+STABILITY: SURFACE MOTION
 BK2122
 BK2122  HISTORY     - Date     Condition        Report By
 BK2122  HISTORY     - 1965     MONUMENTED       USGS
 BK2122
 BK2122                          STATION DESCRIPTION
 BK2122
 BK2122'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BK2122'3.8 MI SE FROM WHITEVILLE.
 BK2122'ABOUT 3.8 MILES NW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF STATE
 BK2122'HIGHWAY 182 AT WHITEVILLE, 380 FT WEST OF THE JUNCTION OF STATE
 BK2122'HIGHWAY 29 AND A BLACK TOPED PARISH RODE LEADING SW, 89 FT NORTH OF
 BK2122'THE CENTER OF THE PARISH ROAD, THIS MARKER IS LOCATED NEAR THE WHITE
 BK2122'CHAPEL CHURCH AND ON THE EAST SIDE OF THE CEMETARY NEXT TO A CHAIN
 BK2122'LINK FINCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1991 ***********************************************************************
 CP1991  DESIGNATION -  21 V 1
 CP1991  PID         -  CP1991
 CP1991  STATE/COUNTY-  LA/FRANKLIN
 CP1991  USGS QUAD   -  FT NECESSITY (1983)
 CP1991
 CP1991                         *CURRENT SURVEY CONTROL
 CP1991  ___________________________________________________________________
 CP1991* NAD 83(1986)-  32 02 39.     (N)    091 47 15.     (W)     SCALED    
 CP1991* NAVD 88     -        20.34   (+/-2cm)      66.7    (feet)  VERTCON   
 CP1991  ___________________________________________________________________
 CP1991  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP1991
 CP1991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1991
 CP1991.The horizontal coordinates were scaled from a topographic map and have
 CP1991.an estimated accuracy of +/- 6 seconds.
 CP1991
 CP1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1991.The vertical order pertains to the NGVD 29 superseded value.
 CP1991
 CP1991.The geoid height was determined by GEOID03.
 CP1991
 CP1991;                    North         East    Units  Estimated Accuracy
 CP1991;SPC LA N     -   171,430.    1,067,290.      MT  (+/- 180 meters Scaled)
 CP1991
 CP1991                          SUPERSEDED SURVEY CONTROL
 CP1991
 CP1991  NGVD 29 (??/??/92)   20.356  (m)           66.78   (f) ADJ UNCH    2 0
 CP1991
 CP1991.Superseded values are not recommended for survey control.
 CP1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1991.See file dsdata.txt to determine how the superseded data were derived.
 CP1991
 CP1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR144459(NAD 83)
 CP1991_MARKER: DB = BENCH MARK DISK
 CP1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1991_STAMPING: 21V1 1969
 CP1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1991+STABILITY: SURFACE MOTION
 CP1991
 CP1991  HISTORY     - Date     Condition        Report By
 CP1991  HISTORY     - 1969     MONUMENTED       LADH
 CP1991
 CP1991                          STATION DESCRIPTION
 CP1991
 CP1991'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP1991'1.80 MI E FROM FT NECESSITY.
 CP1991'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP1991'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4 AND 128.
 CP1991'THENCE ABOUT 0.60 MILE EAST ALONG LOUISIANA HIGHWAY 128 TO THE MARKER.
 CP1991'IT IS 208.1 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 128,
 CP1991'32.7 FEET NORTHEAST OF THE NORTHWEST CORNER OF A FARM IMPLEMENT SHED,
 CP1991'71.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME HOUSE,
 CP1991'BELONGING TO H.C. HERRINGTON, 5.1 FEET NORTHWEST OF A FENCE CORNER,
 CP1991'39.0 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD.  SET IN TOP OF A
 CP1991'CONCRETE POST PROJECTING 1 INCH ABOUT GROUND.  A STEEL WITNESS POST IS
 CP1991'SET 0.6 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2000 ***********************************************************************
 CP2000  DESIGNATION -  21 V 10
 CP2000  PID         -  CP2000
 CP2000  STATE/COUNTY-  LA/FRANKLIN
 CP2000  USGS QUAD   -  GILBERT (1983)
 CP2000
 CP2000                         *CURRENT SURVEY CONTROL
 CP2000  ___________________________________________________________________
 CP2000* NAD 83(1986)-  32 02 41.     (N)    091 39 52.     (W)     SCALED    
 CP2000* NAVD 88     -        23.05   (+/-2cm)      75.6    (feet)  VERTCON   
 CP2000  ___________________________________________________________________
 CP2000  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP2000
 CP2000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2000
 CP2000.The horizontal coordinates were scaled from a topographic map and have
 CP2000.an estimated accuracy of +/- 6 seconds.
 CP2000
 CP2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2000.The vertical order pertains to the NGVD 29 superseded value.
 CP2000
 CP2000.The geoid height was determined by GEOID03.
 CP2000
 CP2000;                    North         East    Units  Estimated Accuracy
 CP2000;SPC LA N     -   171,580.    1,078,910.      MT  (+/- 180 meters Scaled)
 CP2000
 CP2000                          SUPERSEDED SURVEY CONTROL
 CP2000
 CP2000  NGVD 29 (??/??/92)   23.062  (m)           75.66   (f) ADJ UNCH    2 0
 CP2000
 CP2000.Superseded values are not recommended for survey control.
 CP2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2000.See file dsdata.txt to determine how the superseded data were derived.
 CP2000
 CP2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR260461(NAD 83)
 CP2000_MARKER: DB = BENCH MARK DISK
 CP2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2000_STAMPING: 21V10 1969
 CP2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2000+STABILITY: SURFACE MOTION
 CP2000
 CP2000  HISTORY     - Date     Condition        Report By
 CP2000  HISTORY     - 1969     MONUMENTED       LADH
 CP2000  HISTORY     - 1981     MARK NOT FOUND   USGS
 CP2000
 CP2000                          STATION DESCRIPTION
 CP2000
 CP2000'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2000'9.50 MI E FROM FT NECESSITY.
 CP2000'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP2000'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4 AND 128.
 CP2000'THENCE ABOUT 8.3 MILES EAST ALONG LOUISIANA HIGHWAY 128 TO THE MARKER.
 CP2000'IT IS 72.5 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 128,
 CP2000'35.0 FEET NORTH OF A FENCE CORNER, 0.9 FOOT NORTH OF A POWER POLE. SET
 CP2000'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A STEEL
 CP2000'WITNESS POST IS SET 0.9 FOOT SOUTH OF THE MARK.
 CP2000
 CP2000                          STATION RECOVERY (1981)
 CP2000
 CP2000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CP2000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2089 ***********************************************************************
 CP2089  DESIGNATION -  21 V 100
 CP2089  PID         -  CP2089
 CP2089  STATE/COUNTY-  LA/FRANKLIN
 CP2089  USGS QUAD   -  BASKINTON (1987)
 CP2089
 CP2089                         *CURRENT SURVEY CONTROL
 CP2089  ___________________________________________________________________
 CP2089* NAD 83(1986)-  32 19 08.     (N)    091 43 33.     (W)     SCALED    
 CP2089* NAVD 88     -        22.45   (+/-2cm)      73.7    (feet)  VERTCON   
 CP2089  ___________________________________________________________________
 CP2089  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP2089
 CP2089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2089
 CP2089.The horizontal coordinates were scaled from a topographic map and have
 CP2089.an estimated accuracy of +/- 6 seconds.
 CP2089
 CP2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2089.The vertical order pertains to the NGVD 29 superseded value.
 CP2089
 CP2089.The geoid height was determined by GEOID03.
 CP2089
 CP2089;                    North         East    Units  Estimated Accuracy
 CP2089;SPC LA N     -   201,930.    1,072,890.      MT  (+/- 180 meters Scaled)
 CP2089
 CP2089                          SUPERSEDED SURVEY CONTROL
 CP2089
 CP2089  NGVD 29 (??/??/92)   22.474  (m)           73.73   (f) ADJ UNCH    2 0
 CP2089
 CP2089.Superseded values are not recommended for survey control.
 CP2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2089.See file dsdata.txt to determine how the superseded data were derived.
 CP2089
 CP2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR199764(NAD 83)
 CP2089_MARKER: DB = BENCH MARK DISK
 CP2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2089_STAMPING: 21V100 1970
 CP2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2089+STABILITY: SURFACE MOTION
 CP2089
 CP2089  HISTORY     - Date     Condition        Report By
 CP2089  HISTORY     - 1970     MONUMENTED       LADH
 CP2089
 CP2089                          STATION DESCRIPTION
 CP2089
 CP2089'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2089'4.20 MI NE FROM MANGHAM.
 CP2089'ABOUT 4.20 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 132 AND 15 FROM
 CP2089'THE HIGH SCHOOL IN MANGHAM.  THENCE EAST ALONG LOUISIANA HIGHWAY 132,
 CP2089'0.65 MILES TO THE INTERSECTION OF LOUISIANA 15.  THENCE NORTH ALONG
 CP2089'LOUISIANA HIGHWAY 15, 0.65 MILES TO THE INTERSECTION OF LOUISIANA
 CP2089'HIGHWAY 132.  THENCE EAST ALONG LOUISIANA HIGHWAY 132, 2.90 MILES TO
 CP2089'THE MARK.  IT IS 70.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA
 CP2089'HIGHWAY 132, 30.0 FEET NORTH OF A FENCE CORNER, 32.5 FEET NORTHEAST OF
 CP2089'A TELEPHONE POLE, 3.0 FEET WEST OF A FENCE.  SET IN TOP OF A CONCRETE
 CP2089'POST PROJECTING 6 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET
 CP2089'1.2 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1794 ***********************************************************************
 BW1794  DESIGNATION -  21 V 11
 BW1794  PID         -  BW1794
 BW1794  STATE/COUNTY-  LA/FRANKLIN
 BW1794  USGS QUAD   -  WISNER (1983)
 BW1794
 BW1794                         *CURRENT SURVEY CONTROL
 BW1794  ___________________________________________________________________
 BW1794* NAD 83(1986)-  31 58 11.     (N)    091 40 41.     (W)     SCALED    
 BW1794* NAVD 88     -        22.73   (+/-2cm)      74.6    (feet)  VERTCON   
 BW1794  ___________________________________________________________________
 BW1794  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1794
 BW1794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1794
 BW1794.The horizontal coordinates were scaled from a topographic map and have
 BW1794.an estimated accuracy of +/- 6 seconds.
 BW1794
 BW1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1794.The vertical order pertains to the NGVD 29 superseded value.
 BW1794
 BW1794.The geoid height was determined by GEOID03.
 BW1794
 BW1794;                    North         East    Units  Estimated Accuracy
 BW1794;SPC LA N     -   163,250.    1,077,690.      MT  (+/- 180 meters Scaled)
 BW1794
 BW1794                          SUPERSEDED SURVEY CONTROL
 BW1794
 BW1794  NGVD 29 (??/??/92)   22.75   (m)           74.6    (f) COMPUTED    2 0
 BW1794
 BW1794.Superseded values are not recommended for survey control.
 BW1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1794.See file dsdata.txt to determine how the superseded data were derived.
 BW1794
 BW1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR249378(NAD 83)
 BW1794_MARKER: DB = BENCH MARK DISK
 BW1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1794_STAMPING: 21V11 1969
 BW1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1794+STABILITY: SURFACE MOTION
 BW1794
 BW1794  HISTORY     - Date     Condition        Report By
 BW1794  HISTORY     - 1969     MONUMENTED       LADH
 BW1794
 BW1794                          STATION DESCRIPTION
 BW1794
 BW1794'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1794'1.60 MI SW FROM WISNER.
 BW1794'ABOUT 1.60 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1794'OFFICE IN WISNER.  THENCE 0.05 MILE NORTHEAST ALONG HOPE STREET TO THE
 BW1794'INTERSECTION OF LOUISIANA HIGHWAY 562.  THENCE 1.55 MILES SOUTHWEST
 BW1794'ALONG LOUISIANA HIGHWAY 562 TO MARKER.  IT IS 78.0 FEET NORTHWEST OF
 BW1794'CENTERLINE OF LOUISIANA HIGHWAY 562 36.5 FEET NORTHWEST OF A FENCE
 BW1794'CORNER, 82.0 FEET WEST OF THE CENTERLINE OF A CONCRETE DRIVEWAY, 67
 BW1794'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE BELONGING
 BW1794'TO MATHEW BURNETTE.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 BW1794'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 0.5 FOOT SOUTH OF THE
 BW1794'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1793 ***********************************************************************
 BW1793  DESIGNATION -  21 V 12
 BW1793  PID         -  BW1793
 BW1793  STATE/COUNTY-  LA/FRANKLIN
 BW1793  USGS QUAD   -  WISNER (1983)
 BW1793
 BW1793                         *CURRENT SURVEY CONTROL
 BW1793  ___________________________________________________________________
 BW1793* NAD 83(1986)-  31 57 39.     (N)    091 41 30.     (W)     SCALED    
 BW1793* NAVD 88     -        22.76   (+/-2cm)      74.7    (feet)  VERTCON   
 BW1793  ___________________________________________________________________
 BW1793  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1793
 BW1793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1793
 BW1793.The horizontal coordinates were scaled from a topographic map and have
 BW1793.an estimated accuracy of +/- 6 seconds.
 BW1793
 BW1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1793.The vertical order pertains to the NGVD 29 superseded value.
 BW1793
 BW1793.The geoid height was determined by GEOID03.
 BW1793
 BW1793;                    North         East    Units  Estimated Accuracy
 BW1793;SPC LA N     -   162,260.    1,076,410.      MT  (+/- 180 meters Scaled)
 BW1793
 BW1793                          SUPERSEDED SURVEY CONTROL
 BW1793
 BW1793  NGVD 29 (??/??/92)   22.77   (m)           74.7    (f) COMPUTED    2 0
 BW1793
 BW1793.Superseded values are not recommended for survey control.
 BW1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1793.See file dsdata.txt to determine how the superseded data were derived.
 BW1793
 BW1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR236368(NAD 83)
 BW1793_MARKER: DB = BENCH MARK DISK
 BW1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1793_STAMPING: 21V12 1969
 BW1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1793+STABILITY: SURFACE MOTION
 BW1793
 BW1793  HISTORY     - Date     Condition        Report By
 BW1793  HISTORY     - 1969     MONUMENTED       LADH
 BW1793  HISTORY     - 1982     MARK NOT FOUND   LADTD
 BW1793
 BW1793                          STATION DESCRIPTION
 BW1793
 BW1793'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1793'2.60 MI SW FROM WISNER.
 BW1793'ABOUT 2.60 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1793'OFFICE IN WISNER.  THENCE 0.05 MILES NORTHEAST ALONG HOPE STREET TO
 BW1793'THE INTERSECTION OF LOUISIANA HIGHWAY 562.  THENCE 2.55 MILES
 BW1793'SOUTHWEST ALONG LOUISIANA HIGHWAY 562 TO MARKER.  IT IS 87.25 FEET
 BW1793'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 562, 45.6 FEET WEST OF A
 BW1793'FENCE CORNER, 57.5 FEET SOUTHWEST OF A POWER POLE, 1.0 FOOT NORTH OF A
 BW1793'BARBWIRE FENCE, 0.25 MILE NORTH OF THE INTERSECTION OF LOUISIANA
 BW1793'HIGHWAY 875.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BW1793'THE GROUND.  A STEEL WITNESS POST IS SET 0.5 FOOT EAST OF THE MARK.
 BW1793
 BW1793                          STATION RECOVERY (1982)
 BW1793
 BW1793'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BW1793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1792 ***********************************************************************
 BW1792  DESIGNATION -  21 V 13
 BW1792  PID         -  BW1792
 BW1792  STATE/COUNTY-  LA/FRANKLIN
 BW1792  USGS QUAD   -  WISNER (1983)
 BW1792
 BW1792                         *CURRENT SURVEY CONTROL
 BW1792  ___________________________________________________________________
 BW1792* NAD 83(1986)-  31 56 43.     (N)    091 41 29.     (W)     SCALED    
 BW1792* NAVD 88     -        21.63   (+/-2cm)      71.0    (feet)  VERTCON   
 BW1792  ___________________________________________________________________
 BW1792  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1792
 BW1792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1792
 BW1792.The horizontal coordinates were scaled from a topographic map and have
 BW1792.an estimated accuracy of +/- 6 seconds.
 BW1792
 BW1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1792.The vertical order pertains to the NGVD 29 superseded value.
 BW1792
 BW1792.The geoid height was determined by GEOID03.
 BW1792
 BW1792;                    North         East    Units  Estimated Accuracy
 BW1792;SPC LA N     -   160,530.    1,076,450.      MT  (+/- 180 meters Scaled)
 BW1792
 BW1792                          SUPERSEDED SURVEY CONTROL
 BW1792
 BW1792  NGVD 29 (??/??/92)   21.64   (m)           71.0    (f) COMPUTED    2 0
 BW1792
 BW1792.Superseded values are not recommended for survey control.
 BW1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1792.See file dsdata.txt to determine how the superseded data were derived.
 BW1792
 BW1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR236351(NAD 83)
 BW1792_MARKER: DB = BENCH MARK DISK
 BW1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1792_STAMPING: 21V13 1969
 BW1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1792+STABILITY: SURFACE MOTION
 BW1792
 BW1792  HISTORY     - Date     Condition        Report By
 BW1792  HISTORY     - 1969     MONUMENTED       LADH
 BW1792  HISTORY     - 1982     GOOD             LADTD
 BW1792
 BW1792                          STATION DESCRIPTION
 BW1792
 BW1792'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1792'3.70 MI SW FROM WISNER.
 BW1792'ABOUT 3.70 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1792'OFFICE IN WISNER.  THENCE 0.05 MILE NORTHEAST ALONG HOPE STREET TO THE
 BW1792'INTERSECTION OF LOUISIANA HIGHWAY 562.  THENCE 2.65 MILES SOUTHWEST
 BW1792'ALONG LOUISIANA HIGHWAY 562 TO MARKER.  IT IS 76.0 FEET WEST OF THE
 BW1792'CENTERLINE OF LOUISIANA HIGHWAY 562, 40.0 FEET WEST OF A FENCE CORNER,
 BW1792'52.0 FEET NORTHEAST OF A POWER POLE, 78.0 FEET NORTH OF THE CENTERLINE
 BW1792'OF A GRAVEL DRIVE, 431.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BW1792'BRICK RESIDENCE BELONGING TO MR. W. C. SHIPP. SET IN TOP OF A CONCRETE
 BW1792'POST PROJECTING 3 INCHES ABOVE THE GROUND. A STEEL WITNESS POST IS SET
 BW1792'0.75 FOOT EAST OF THE MARK.
 BW1792
 BW1792                          STATION RECOVERY (1982)
 BW1792
 BW1792'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BW1792'ABOUT 6.0 KM (3.70 MI) SOUTHWEST ALONG LA. HIGHWAY 562 FROM THE POST
 BW1792'OFFICE IN WISNER, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG HOPE STREET
 BW1792'TO THE INTERSECTION OF LA. HIGHWAY 562, THENCE 4.3 KM (2.65 MI)
 BW1792'SOUTHWEST ALONG LA. HIGHWAY 562 TO MARKER. IT IS 23.2 METERS (40.0
 BW1792'FT) WEST OF A FENCE CORNER, 15.85 METERS (5290 FT) NORTHWEST OF A
 BW1792'POWER POLE, 23.8 METERS (78.0 FT) NORTH OF THE CENTERLINE OF A GRAVEL
 BW1792'DRIVE, 131.4 METERS (431.0 FT) NORTHWEST OF THE NORTHEAST OF A BRICK
 BW1792'RESIDENCE BELONGING TO MR. W.C. SHIPP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1791 ***********************************************************************
 BW1791  DESIGNATION -  21 V 14
 BW1791  PID         -  BW1791
 BW1791  STATE/COUNTY-  LA/FRANKLIN
 BW1791  USGS QUAD   -  WISNER (1983)
 BW1791
 BW1791                         *CURRENT SURVEY CONTROL
 BW1791  ___________________________________________________________________
 BW1791* NAD 83(1986)-  31 55 56.     (N)    091 41 56.     (W)     SCALED    
 BW1791* NAVD 88     -        22.22   (+/-2cm)      72.9    (feet)  VERTCON   
 BW1791  ___________________________________________________________________
 BW1791  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1791
 BW1791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1791
 BW1791.The horizontal coordinates were scaled from a topographic map and have
 BW1791.an estimated accuracy of +/- 6 seconds.
 BW1791
 BW1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1791.The vertical order pertains to the NGVD 29 superseded value.
 BW1791
 BW1791.The geoid height was determined by GEOID03.
 BW1791
 BW1791;                    North         East    Units  Estimated Accuracy
 BW1791;SPC LA N     -   159,080.    1,075,750.      MT  (+/- 180 meters Scaled)
 BW1791
 BW1791                          SUPERSEDED SURVEY CONTROL
 BW1791
 BW1791  NGVD 29 (??/??/92)   22.23   (m)           72.9    (f) COMPUTED    2 0
 BW1791
 BW1791.Superseded values are not recommended for survey control.
 BW1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1791.See file dsdata.txt to determine how the superseded data were derived.
 BW1791
 BW1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR229336(NAD 83)
 BW1791_MARKER: DB = BENCH MARK DISK
 BW1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1791_STAMPING: 21V14 1969
 BW1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1791+STABILITY: SURFACE MOTION
 BW1791
 BW1791  HISTORY     - Date     Condition        Report By
 BW1791  HISTORY     - 1969     MONUMENTED       LADH
 BW1791  HISTORY     - 1981     GOOD             LADTD
 BW1791
 BW1791                          STATION DESCRIPTION
 BW1791
 BW1791'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1791'4.65 MI SW FROM WISNER.
 BW1791'ABOUT 4.65 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1791'OFFICE IN WISNER.  THENCE 0.05 MILE NORTHEAST ALONG HOPE STREET TO THE
 BW1791'INTERSECTION OF LOUISIANA HIGHWAY 562.  THENCE 4.60 MILES SOUTHWEST
 BW1791'ALONG LOUISIANA HIGHWAY 562 TO MARKER.  IT IS 86.0 FEET SOUTHEAST OF
 BW1791'THE CENTERLINE OF LOUISIANA HIGHWAY 562, 36.0 FEET SOUTHEAST OF A
 BW1791'FENCE CORNER, 55.1 FEET SOUTH OF A POWER POLE, 113.3 FEET SOUTHWEST OF
 BW1791'THE SOUTHWEST CORNER OF A CINDERBLOCK CHURCH, 99.3 FEET NORTHWEST OF A
 BW1791'WATER WELL ON PROPERTY BELONGING TO HOLLY GROVE BAPTIST CHURCH. SET IN
 BW1791'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A STEEL
 BW1791'WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARKER.
 BW1791
 BW1791                          STATION RECOVERY (1981)
 BW1791
 BW1791'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1791'ABOUT 7.5 KM (4.65 MI) SOUTHWEST ALONG LA. HIGHWAY 562 FROM THE POST
 BW1791'OFFICE IN WISNER, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG HOPE STREET
 BW1791'TO THE INTERSECTION OF LA. HIGHWAY 562, THENCE 7.4 KM (4.60 MI)
 BW1791'SOUTHWEST ALONG LA. HIGHWAY 562 TO MARKER. IT IS 26.2 METERS (86.0
 BW1791'FT) SOUTHWEST OF THE CENTERLINE OF LA. HIGHWAY 562, 11.0 METERS (36.0
 BW1791'FT) SOUTHEAST OF A FENCE CORNER, 16.8 METERS (55.1 FT) SOUTH OF A
 BW1791'POWER POLE, 34.5 METERS (113.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 BW1791'OF A CINDER BLOCK CHURCH 30.3 METERS (99.3 FT) NORTHWEST OF A WATER
 BW1791'WELL ON PROPERTY BELONGING TO HOLLY GROVE BAPIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1789 ***********************************************************************
 BW1789  DESIGNATION -  21 V 16
 BW1789  PID         -  BW1789
 BW1789  STATE/COUNTY-  LA/FRANKLIN
 BW1789  USGS QUAD   -  WISNER (1983)
 BW1789
 BW1789                         *CURRENT SURVEY CONTROL
 BW1789  ___________________________________________________________________
 BW1789* NAD 83(1986)-  31 55 36.     (N)    091 43 41.     (W)     SCALED    
 BW1789* NAVD 88     -        20.05   (+/-2cm)      65.8    (feet)  VERTCON   
 BW1789  ___________________________________________________________________
 BW1789  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BW1789
 BW1789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1789
 BW1789.The horizontal coordinates were scaled from a topographic map and have
 BW1789.an estimated accuracy of +/- 6 seconds.
 BW1789
 BW1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1789.The vertical order pertains to the NGVD 29 superseded value.
 BW1789
 BW1789.The geoid height was determined by GEOID03.
 BW1789
 BW1789;                    North         East    Units  Estimated Accuracy
 BW1789;SPC LA N     -   158,440.    1,073,000.      MT  (+/- 180 meters Scaled)
 BW1789
 BW1789                          SUPERSEDED SURVEY CONTROL
 BW1789
 BW1789  NGVD 29 (??/??/92)   20.06   (m)           65.8    (f) COMPUTED    2 0
 BW1789
 BW1789.Superseded values are not recommended for survey control.
 BW1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1789.See file dsdata.txt to determine how the superseded data were derived.
 BW1789
 BW1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR202330(NAD 83)
 BW1789_MARKER: DB = BENCH MARK DISK
 BW1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1789_STAMPING: 21V16 1969
 BW1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1789+STABILITY: SURFACE MOTION
 BW1789
 BW1789  HISTORY     - Date     Condition        Report By
 BW1789  HISTORY     - 1969     MONUMENTED       LADH
 BW1789  HISTORY     - 1982     GOOD             LADTD
 BW1789
 BW1789                          STATION DESCRIPTION
 BW1789
 BW1789'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1789'6.55 MI SW FROM WISNER.
 BW1789'ABOUT 6.55 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1789'OFFICE IN WISNER.  THENCE 0.05 MILE NORTHEAST ALONG HOPE STREET TO THE
 BW1789'INTERSECTION OF LOUISIANA HIGHWAY 562.  THENCE 6.50 MILES SOUTHWEST
 BW1789'ALONG LOUISIANA HIGHWAY 562 TO MARKER.  IT IS 51.6 FEET SOUTH OF THE
 BW1789'CENTERLINE OF THE LOUISIANA HIGHWAY 562, 17.5 FEET SOUTHWEST OF A
 BW1789'POWER POLE, 42.0 FEET EAST OF A GRAVEL DRIVEWAY, 68.3 FEET NORTHEAST
 BW1789'OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE OWNED BY MRS. WALTER
 BW1789'WILKERSON.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BW1789'THE GROUND.  A STEEL WITNESS POST IS SET 0.75 FOOT SOUTH OF THE MARK.
 BW1789
 BW1789                          STATION RECOVERY (1982)
 BW1789
 BW1789'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BW1789'ABOUT 10.5 KM (6.55 MI) SOUTHWEST ALONG LA. HIGHWAY 562 FROM THE POST
 BW1789'OFFICE IN WISNER, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG HOPE STREET
 BW1789'TO THE INTERSECTION OF LA. HIGHWAY 562, THENCE 10.5 KM (6.50 MI)
 BW1789'SOUTH WEST ALONG LA. HIGHWAY 562 TO MARKER. IT IS 15.7 METERS (51.6
 BW1789'FT) SOUTH OF THE CENTERLINE OF LA. HIGHWAY 562, 5.3 METERS (17.5 FT)
 BW1789'SOUTHWEST OF A POWER POLE, 12.8 METERS (42.0 FT) EAST OF A GRAVEL
 BW1789'DRIVEWAY, 20.8 METERS (68.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 BW1789'A WHITE FRAME HOUSE OWNED BY MRS. WALTER WILKERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1788 ***********************************************************************
 BW1788  DESIGNATION -  21 V 17
 BW1788  PID         -  BW1788
 BW1788  STATE/COUNTY-  LA/FRANKLIN
 BW1788  USGS QUAD   -  WISNER (1983)
 BW1788
 BW1788                         *CURRENT SURVEY CONTROL
 BW1788  ___________________________________________________________________
 BW1788* NAD 83(1986)-  31 55 35.     (N)    091 44 37.     (W)     SCALED    
 BW1788* NAVD 88     -        19.82   (+/-2cm)      65.0    (feet)  VERTCON   
 BW1788  ___________________________________________________________________
 BW1788  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW1788
 BW1788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1788
 BW1788.The horizontal coordinates were scaled from a topographic map and have
 BW1788.an estimated accuracy of +/- 6 seconds.
 BW1788
 BW1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1788.The vertical order pertains to the NGVD 29 superseded value.
 BW1788
 BW1788.The geoid height was determined by GEOID03.
 BW1788
 BW1788;                    North         East    Units  Estimated Accuracy
 BW1788;SPC LA N     -   158,400.    1,071,520.      MT  (+/- 180 meters Scaled)
 BW1788
 BW1788                          SUPERSEDED SURVEY CONTROL
 BW1788
 BW1788  NGVD 29 (??/??/92)   19.84   (m)           65.1    (f) COMPUTED    2 0
 BW1788
 BW1788.Superseded values are not recommended for survey control.
 BW1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1788.See file dsdata.txt to determine how the superseded data were derived.
 BW1788
 BW1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR187329(NAD 83)
 BW1788_MARKER: DB = BENCH MARK DISK
 BW1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1788_STAMPING: 21V17 1969
 BW1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1788+STABILITY: SURFACE MOTION
 BW1788
 BW1788  HISTORY     - Date     Condition        Report By
 BW1788  HISTORY     - 1969     MONUMENTED       LADH
 BW1788  HISTORY     - 1982     GOOD             LADTD
 BW1788
 BW1788                          STATION DESCRIPTION
 BW1788
 BW1788'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1788'7.40 MI SW FROM WISNER.
 BW1788'ABOUT 7.40 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1788'OFFICE IN WISNER.  THENCE 0.05 MILE NORTHEAST ALONG HOPE STREET TO THE
 BW1788'INTERSECTION OF LOUISIANA HIGHWAY 562.  THENCE 7.35 MILES SOUTHWEST
 BW1788'ALONG LOUISIANA HIGHWAY 562 TO MARKER.  IT IS 80 FEET SOUTH OF THE
 BW1788'CENTERLINE OF LOUISIANA HIGHWAY 562, 36.0 FEET SOUTH OF THE FENCE
 BW1788'CORNER, 33.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TENNANT HOUSE
 BW1788'ON PROPERTY BELONGING TO MR. ERNEST HODGEKINS.  SET IN TOP OF A
 BW1788'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BW1788'POST IS SET 1 FOOT NORTH OF THE MARK.
 BW1788
 BW1788                          STATION RECOVERY (1982)
 BW1788
 BW1788'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BW1788'ABOUT 11.9 KM (7.40 MILES) SOUTHWEST ALONG LA. ABOUT 11.9 KM (7.40
 BW1788'MILES) SOUTHWEST ALONG LA. HIGHWAY 562 FROM THE POST OFFICE IN
 BW1788'WISNER, THENCE 0.10 KM (0.05 MILE) NORTHEAST ALONG HOPE STREET TO THE
 BW1788'INTERSECTION OF LA. HIGHWAY 562, THENCE 11.8 KM (7.35 MILES)
 BW1788'SOUTHWEST ALONG LA. HIGHWAY 562 TO MARKER. IT IS 24.38 METERS (80.0
 BW1788'FT) SOUTH OF THE CENTERLINE OF LA. HIGHWAY 562, 10.97 METERS (36.0
 BW1788'FT) SOUTH OF THE FENCE CORNER, 10.30 METERS (33.8 FT) NORTHEAST OF
 BW1788'THE NORTHEAST CORNER OF A TENNANT HOUSE ON PROPERTY BELONGING TO MR
 BW1788'ERNEST HODGEKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1787 ***********************************************************************
 BW1787  DESIGNATION -  21 V 18
 BW1787  PID         -  BW1787
 BW1787  STATE/COUNTY-  LA/FRANKLIN
 BW1787  USGS QUAD   -  EXTENSION (1984)
 BW1787
 BW1787                         *CURRENT SURVEY CONTROL
 BW1787  ___________________________________________________________________
 BW1787* NAD 83(1986)-  31 55 49.     (N)    091 45 48.     (W)     SCALED    
 BW1787* NAVD 88     -        19.65   (+/-2cm)      64.5    (feet)  VERTCON   
 BW1787  ___________________________________________________________________
 BW1787  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW1787
 BW1787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1787
 BW1787.The horizontal coordinates were scaled from a topographic map and have
 BW1787.an estimated accuracy of +/- 6 seconds.
 BW1787
 BW1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1787.The vertical order pertains to the NGVD 29 superseded value.
 BW1787
 BW1787.The geoid height was determined by GEOID03.
 BW1787
 BW1787;                    North         East    Units  Estimated Accuracy
 BW1787;SPC LA N     -   158,820.    1,069,660.      MT  (+/- 180 meters Scaled)
 BW1787
 BW1787                          SUPERSEDED SURVEY CONTROL
 BW1787
 BW1787  NGVD 29 (??/??/92)   19.66   (m)           64.5    (f) COMPUTED    2 0
 BW1787
 BW1787.Superseded values are not recommended for survey control.
 BW1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1787.See file dsdata.txt to determine how the superseded data were derived.
 BW1787
 BW1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR169333(NAD 83)
 BW1787_MARKER: DB = BENCH MARK DISK
 BW1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1787_STAMPING: 21V18 1969
 BW1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1787+STABILITY: SURFACE MOTION
 BW1787
 BW1787  HISTORY     - Date     Condition        Report By
 BW1787  HISTORY     - 1969     MONUMENTED       LADH
 BW1787  HISTORY     - 1982     GOOD             LADTD
 BW1787
 BW1787                          STATION DESCRIPTION
 BW1787
 BW1787'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1787'8.50 MI SW FROM WISNER.
 BW1787'ABOUT 8.50 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1787'OFFICE IN WISNER.  THENCE 0.05 MILE NORTHEAST ALONG HOPE STREET TO THE
 BW1787'INTERSECTION OF LOUISIANA HIGHWAY 562.  THENCE 8.45 MILES SOUTHWEST
 BW1787'ALONG LOUISIANA HIGHWAY 562 TO MARKER.  IT IS 110.5 FEET NORTH OF THE
 BW1787'CENTERLINE OF LOUISIANA HIGHWAY 562, 28.6 FEET EAST OF THE CENTERLINE
 BW1787'OF A GRAVEL DRIVE LEADING TO THE TOM KING RESIDENCE, 177.0 FEET SOUTH
 BW1787'OF THE SOUTHEAST CORNER OF A GREEN FRAME HOUSE OWNED BY MR. TOM KING,
 BW1787'13.0 FEET EAST OF AN 18 INCH PECAN TREE, 2.0 FEET SOUTH OF A MESH WIRE
 BW1787'FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BW1787'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
 BW1787
 BW1787                          STATION RECOVERY (1982)
 BW1787
 BW1787'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BW1787'ABOUT 13.7 KM (8.5 MILES) SOUTHWEST ALONG LA. HIGHWAY 562 FROM THE
 BW1787'POST OFFICE IN WISNER, THENCE 0.1 KM (0.05 MILES) NORTHEAST ALONG
 BW1787'HOPE STREET TO THE INTERSECTION OF LA. HIGHWAY 562, THENCE 13.6 KM
 BW1787'(8.45 MILES) SOUTHWEST ALONG LA. HIGHWAY 562 TO MARKER. IT IS 33.68
 BW1787'METERS (110.5 FT) NORTH OF THE CENTERLINE OF LA. HIGHWAY 562, 8.72
 BW1787'METERS (28.6 FT) EAST OF THE CENTERLINE OF A GRAVE DRIVE LEADING TO
 BW1787'THE TOM KING RESIDENCE, 53.95 METERS (177.0 FT) SOUTH OF THE
 BW1787'SOUTHEAST CORNER OF A GREEN FRAME HOUSE OWNED BY MR. TOM KING, 3.96
 BW1787'METERS (13.0 FT) EAST OF AN 18 IN PECAN TREE, 0.61 METER (2.0 FT)
 BW1787'SOUTH OF A MESH WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1786 ***********************************************************************
 BW1786  DESIGNATION -  21 V 19
 BW1786  PID         -  BW1786
 BW1786  STATE/COUNTY-  LA/FRANKLIN
 BW1786  USGS QUAD   -  EXTENSION (1984)
 BW1786
 BW1786                         *CURRENT SURVEY CONTROL
 BW1786  ___________________________________________________________________
 BW1786* NAD 83(1986)-  31 55 37.     (N)    091 46 43.     (W)     SCALED    
 BW1786* NAVD 88     -        17.63   (+/-2cm)      57.8    (feet)  VERTCON   
 BW1786  ___________________________________________________________________
 BW1786  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BW1786
 BW1786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1786
 BW1786.The horizontal coordinates were scaled from a topographic map and have
 BW1786.an estimated accuracy of +/- 6 seconds.
 BW1786
 BW1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1786.The vertical order pertains to the NGVD 29 superseded value.
 BW1786
 BW1786.The geoid height was determined by GEOID03.
 BW1786
 BW1786;                    North         East    Units  Estimated Accuracy
 BW1786;SPC LA N     -   158,440.    1,068,210.      MT  (+/- 180 meters Scaled)
 BW1786
 BW1786                          SUPERSEDED SURVEY CONTROL
 BW1786
 BW1786  NGVD 29 (??/??/92)   17.64   (m)           57.9    (f) COMPUTED    2 0
 BW1786
 BW1786.Superseded values are not recommended for survey control.
 BW1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1786.See file dsdata.txt to determine how the superseded data were derived.
 BW1786
 BW1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR154329(NAD 83)
 BW1786_MARKER: DB = BENCH MARK DISK
 BW1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1786_STAMPING: 21V19 1969
 BW1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1786+STABILITY: SURFACE MOTION
 BW1786
 BW1786  HISTORY     - Date     Condition        Report By
 BW1786  HISTORY     - 1969     MONUMENTED       LADH
 BW1786
 BW1786                          STATION DESCRIPTION
 BW1786
 BW1786'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1786'9.15 MI SE FROM FT NECESSITY.
 BW1786'ABOUT 9.15 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1786'OFFICE IN FT. NECESSITY.  IT IS 97.0 FEET EAST OF THE CENTERLINE OF
 BW1786'LOUISIANA HIGHWAY 562, 3.3 FEET WEST OF A MESH AND BARBWIRE FENCE,
 BW1786'0.15 MILE NORTHWEST OF A GRAVEL ROAD, ON PROPERTY BELONGING TO
 BW1786'LOUISIANA DEPARTMENT OF HIGHWAYS.  SET IN TOP OF A CONCRETE POST
 BW1786'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 0.5
 BW1786'FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1992 ***********************************************************************
 CP1992  DESIGNATION -  21 V 2
 CP1992  PID         -  CP1992
 CP1992  STATE/COUNTY-  LA/FRANKLIN
 CP1992  USGS QUAD   -  FT NECESSITY (1983)
 CP1992
 CP1992                         *CURRENT SURVEY CONTROL
 CP1992  ___________________________________________________________________
 CP1992* NAD 83(1986)-  32 02 25.     (N)    091 46 18.     (W)     SCALED    
 CP1992* NAVD 88     -        20.98   (+/-2cm)      68.8    (feet)  VERTCON   
 CP1992  ___________________________________________________________________
 CP1992  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP1992
 CP1992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1992
 CP1992.The horizontal coordinates were scaled from a topographic map and have
 CP1992.an estimated accuracy of +/- 6 seconds.
 CP1992
 CP1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1992.The vertical order pertains to the NGVD 29 superseded value.
 CP1992
 CP1992.The geoid height was determined by GEOID03.
 CP1992
 CP1992;                    North         East    Units  Estimated Accuracy
 CP1992;SPC LA N     -   171,010.    1,068,790.      MT  (+/- 180 meters Scaled)
 CP1992
 CP1992                          SUPERSEDED SURVEY CONTROL
 CP1992
 CP1992  NGVD 29 (??/??/92)   20.999  (m)           68.89   (f) ADJ UNCH    2 0
 CP1992
 CP1992.Superseded values are not recommended for survey control.
 CP1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1992.See file dsdata.txt to determine how the superseded data were derived.
 CP1992
 CP1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR159455(NAD 83)
 CP1992_MARKER: DB = BENCH MARK DISK
 CP1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1992_STAMPING: 21V2 1969
 CP1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1992+STABILITY: SURFACE MOTION
 CP1992
 CP1992  HISTORY     - Date     Condition        Report By
 CP1992  HISTORY     - 1969     MONUMENTED       LADH
 CP1992
 CP1992                          STATION DESCRIPTION
 CP1992
 CP1992'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP1992'2.80 MI E FROM FT NECESSITY.
 CP1992'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP1992'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4 AND 128.
 CP1992'THENCE ABOUT 1.60 MILES EAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1992'MARKER.  IT IS 118.5 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP1992'128, 1.1 FEET WEST OF A YARD FENCE, 28.9 FEET SOUTHEAST OF THE
 CP1992'NORTHEAST CORNER OF A SCREENED PORCH ON A WOOD FRAME HOUSE BELONGING
 CP1992'TO REV. JACK JONES, 21.2 FEET NORTH OF A WATER WELL.  SET IN TOP OF A
 CP1992'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP1992'IS SET 0.9 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1785 ***********************************************************************
 BW1785  DESIGNATION -  21 V 20
 BW1785  PID         -  BW1785
 BW1785  STATE/COUNTY-  LA/FRANKLIN
 BW1785  USGS QUAD   -  EXTENSION (1984)
 BW1785
 BW1785                         *CURRENT SURVEY CONTROL
 BW1785  ___________________________________________________________________
 BW1785* NAD 83(1986)-  31 55 50.     (N)    091 47 35.     (W)     SCALED    
 BW1785* NAVD 88     -        20.32   (+/-2cm)      66.7    (feet)  VERTCON   
 BW1785  ___________________________________________________________________
 BW1785  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BW1785
 BW1785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1785
 BW1785.The horizontal coordinates were scaled from a topographic map and have
 BW1785.an estimated accuracy of +/- 6 seconds.
 BW1785
 BW1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1785.The vertical order pertains to the NGVD 29 superseded value.
 BW1785
 BW1785.The geoid height was determined by GEOID03.
 BW1785
 BW1785;                    North         East    Units  Estimated Accuracy
 BW1785;SPC LA N     -   158,830.    1,066,850.      MT  (+/- 180 meters Scaled)
 BW1785
 BW1785                          SUPERSEDED SURVEY CONTROL
 BW1785
 BW1785  NGVD 29 (??/??/92)   20.33   (m)           66.7    (f) COMPUTED    2 0
 BW1785
 BW1785.Superseded values are not recommended for survey control.
 BW1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1785.See file dsdata.txt to determine how the superseded data were derived.
 BW1785
 BW1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR140333(NAD 83)
 BW1785_MARKER: DB = BENCH MARK DISK
 BW1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1785_STAMPING: 21V20 1969
 BW1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1785+STABILITY: SURFACE MOTION
 BW1785
 BW1785  HISTORY     - Date     Condition        Report By
 BW1785  HISTORY     - 1969     MONUMENTED       LADH
 BW1785
 BW1785                          STATION DESCRIPTION
 BW1785
 BW1785'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1785'8.25 MI SE FROM FT NECESSITY.
 BW1785'ABOUT 8.25 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1785'OFFICE IN FT. NECESSITY.  IT IS 61.0 FEET WEST OF THE CENTERLINE OF
 BW1785'LOUISIANA HIGHWAY 562, 24.3 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET
 BW1785'NORTH OF A COMBINATION MESH AND BARBWIRE FENCE, 3.5 FEET SOUTHEAST OF
 BW1785'A POWER POLE, 53.0 FEET SOUTHEAST OF A GRAVEL ROAD ON PROPERTY
 BW1785'BELONGING TO LOUISIANA DEPARTMENT OF HIGHWAYS.  SET IN TOP OF A
 BW1785'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BW1785'POST IS SET 0.5 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1784 ***********************************************************************
 BW1784  DESIGNATION -  21 V 21
 BW1784  PID         -  BW1784
 BW1784  STATE/COUNTY-  LA/FRANKLIN
 BW1784  USGS QUAD   -  EXTENSION (1984)
 BW1784
 BW1784                         *CURRENT SURVEY CONTROL
 BW1784  ___________________________________________________________________
 BW1784* NAD 83(1986)-  31 56 40.     (N)    091 48 00.     (W)     SCALED    
 BW1784* NAVD 88     -        19.34   (+/-2cm)      63.5    (feet)  VERTCON   
 BW1784  ___________________________________________________________________
 BW1784  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BW1784
 BW1784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1784
 BW1784.The horizontal coordinates were scaled from a topographic map and have
 BW1784.an estimated accuracy of +/- 6 seconds.
 BW1784
 BW1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1784.The vertical order pertains to the NGVD 29 superseded value.
 BW1784
 BW1784.The geoid height was determined by GEOID03.
 BW1784
 BW1784;                    North         East    Units  Estimated Accuracy
 BW1784;SPC LA N     -   160,370.    1,066,180.      MT  (+/- 180 meters Scaled)
 BW1784
 BW1784                          SUPERSEDED SURVEY CONTROL
 BW1784
 BW1784  NGVD 29 (??/??/92)   19.35   (m)           63.5    (f) COMPUTED    2 0
 BW1784
 BW1784.Superseded values are not recommended for survey control.
 BW1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1784.See file dsdata.txt to determine how the superseded data were derived.
 BW1784
 BW1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR134349(NAD 83)
 BW1784_MARKER: DB = BENCH MARK DISK
 BW1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1784_STAMPING: 21V21 1969
 BW1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1784+STABILITY: SURFACE MOTION
 BW1784
 BW1784  HISTORY     - Date     Condition        Report By
 BW1784  HISTORY     - 1969     MONUMENTED       LADH
 BW1784  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1784
 BW1784                          STATION DESCRIPTION
 BW1784
 BW1784'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1784'7.25 MI SE FROM FT NECESSITY.
 BW1784'ABOUT 7.25 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1784'OFFICE IN FT. NECESSITY.  IT IS 84.9 FEET WEST OF THE CENTERLINE OF
 BW1784'LOUISIANA HIGHWAY 562, 61.8 FEET NORTHWEST OF A FENCE CORNER, 78.2
 BW1784'FEET NORTHWEST OF A POWER POLE, 66.0 FEET SOUTH OF THE CENTERLINE OF A
 BW1784'GRAVEL ROAD, ON PROPERTY BELONGING TO LOUISIANA DEPARTMENT OF
 BW1784'HIGHWAYS.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BW1784'GROUND.  A STEEL WITNESS POST IS SET 0.6 FOOT SOUTH OF THE MARK.
 BW1784
 BW1784                          STATION RECOVERY (1981)
 BW1784
 BW1784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1783 ***********************************************************************
 BW1783  DESIGNATION -  21 V 22
 BW1783  PID         -  BW1783
 BW1783  STATE/COUNTY-  LA/FRANKLIN
 BW1783  USGS QUAD   -  EXTENSION (1984)
 BW1783
 BW1783                         *CURRENT SURVEY CONTROL
 BW1783  ___________________________________________________________________
 BW1783* NAD 83(1986)-  31 57 29.     (N)    091 48 09.     (W)     SCALED    
 BW1783* NAVD 88     -        19.53   (+/-2cm)      64.1    (feet)  VERTCON   
 BW1783  ___________________________________________________________________
 BW1783  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BW1783
 BW1783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1783
 BW1783.The horizontal coordinates were scaled from a topographic map and have
 BW1783.an estimated accuracy of +/- 6 seconds.
 BW1783
 BW1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1783.The vertical order pertains to the NGVD 29 superseded value.
 BW1783
 BW1783.The geoid height was determined by GEOID03.
 BW1783
 BW1783;                    North         East    Units  Estimated Accuracy
 BW1783;SPC LA N     -   161,870.    1,065,930.      MT  (+/- 180 meters Scaled)
 BW1783
 BW1783                          SUPERSEDED SURVEY CONTROL
 BW1783
 BW1783  NGVD 29 (??/??/92)   19.54   (m)           64.1    (f) COMPUTED    2 0
 BW1783
 BW1783.Superseded values are not recommended for survey control.
 BW1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1783.See file dsdata.txt to determine how the superseded data were derived.
 BW1783
 BW1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR131364(NAD 83)
 BW1783_MARKER: DB = BENCH MARK DISK
 BW1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1783_STAMPING: 21V22 1969
 BW1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1783+STABILITY: SURFACE MOTION
 BW1783
 BW1783  HISTORY     - Date     Condition        Report By
 BW1783  HISTORY     - 1969     MONUMENTED       LADH
 BW1783
 BW1783                          STATION DESCRIPTION
 BW1783
 BW1783'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1783'6.35 MI SE FROM FT NECESSITY.
 BW1783'ABOUT 6.35 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1783'OFFICE IN FT. NECESSITY.  IT IS 69.5 FEET WEST OF THE CENTERLINE OF
 BW1783'LOUISIANA HIGHWAY 562, 27.0 FEET WEST OF A POWER POLE, 28.0 FEET WEST
 BW1783'OF A FENCE CORNER, 0.5 FOOT SOUTH OF A CROSS FENCE, 90 FEET SOUTH OF A
 BW1783'GRAVEL DRIVE LEADING TO A HOUSE, 306.0 FEET SOUTHEAST OF THE NORTHEAST
 BW1783'CORNER OF A WOODEN FRAME HOUSE ON PROPERTY BELONGING TO MR. M. A.
 BW1783'DAILEY.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BW1783'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1782 ***********************************************************************
 BW1782  DESIGNATION -  21 V 23
 BW1782  PID         -  BW1782
 BW1782  STATE/COUNTY-  LA/FRANKLIN
 BW1782  USGS QUAD   -  EXTENSION (1984)
 BW1782
 BW1782                         *CURRENT SURVEY CONTROL
 BW1782  ___________________________________________________________________
 BW1782* NAD 83(1986)-  31 58 05.     (N)    091 48 17.     (W)     SCALED    
 BW1782* NAVD 88     -        19.65   (+/-2cm)      64.5    (feet)  VERTCON   
 BW1782  ___________________________________________________________________
 BW1782  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BW1782
 BW1782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1782
 BW1782.The horizontal coordinates were scaled from a topographic map and have
 BW1782.an estimated accuracy of +/- 6 seconds.
 BW1782
 BW1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1782.The vertical order pertains to the NGVD 29 superseded value.
 BW1782
 BW1782.The geoid height was determined by GEOID03.
 BW1782
 BW1782;                    North         East    Units  Estimated Accuracy
 BW1782;SPC LA N     -   162,980.    1,065,720.      MT  (+/- 180 meters Scaled)
 BW1782
 BW1782                          SUPERSEDED SURVEY CONTROL
 BW1782
 BW1782  NGVD 29 (??/??/92)   19.66   (m)           64.5    (f) COMPUTED    2 0
 BW1782
 BW1782.Superseded values are not recommended for survey control.
 BW1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1782.See file dsdata.txt to determine how the superseded data were derived.
 BW1782
 BW1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR129375(NAD 83)
 BW1782_MARKER: DB = BENCH MARK DISK
 BW1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1782_STAMPING: 21V23 1969
 BW1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1782+STABILITY: SURFACE MOTION
 BW1782
 BW1782  HISTORY     - Date     Condition        Report By
 BW1782  HISTORY     - 1969     MONUMENTED       LADH
 BW1782
 BW1782                          STATION DESCRIPTION
 BW1782
 BW1782'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1782'5.60 MI SE FROM FT NECESSITY.
 BW1782'ABOUT 5.60 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1782'OFFICE IN FT. NECESSITY.  IT IS 83.5 FEET WEST OF THE CENTERLINE OF
 BW1782'LOUISIANA HIGHWAY 562, 45.0 FEET WEST OF A TELEPHONE POLE, 101.5 FEET
 BW1782'EAST OF A POWER POLE WITH METER, 137.5 FEET NORTHEAST OF THE NORTHEAST
 BW1782'CORNER OF THE MAIN BUILDING OF THE NEGRO SCHOOL AT EXTENSION, 163.0
 BW1782'FEET NORTH OF A GRAVEL DRIVE LEADING TO THE SCHOOL. SET IN TOP OF A
 BW1782'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A STEEL WITNESS
 BW1782'POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1781 ***********************************************************************
 BW1781  DESIGNATION -  21 V 24
 BW1781  PID         -  BW1781
 BW1781  STATE/COUNTY-  LA/FRANKLIN
 BW1781  USGS QUAD   -  EXTENSION (1984)
 BW1781
 BW1781                         *CURRENT SURVEY CONTROL
 BW1781  ___________________________________________________________________
 BW1781* NAD 83(1986)-  31 58 54.     (N)    091 48 36.     (W)     SCALED    
 BW1781* NAVD 88     -        19.55   (+/-2cm)      64.1    (feet)  VERTCON   
 BW1781  ___________________________________________________________________
 BW1781  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BW1781
 BW1781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1781
 BW1781.The horizontal coordinates were scaled from a topographic map and have
 BW1781.an estimated accuracy of +/- 6 seconds.
 BW1781
 BW1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1781.The vertical order pertains to the NGVD 29 superseded value.
 BW1781
 BW1781.The geoid height was determined by GEOID03.
 BW1781
 BW1781;                    North         East    Units  Estimated Accuracy
 BW1781;SPC LA N     -   164,490.    1,065,210.      MT  (+/- 180 meters Scaled)
 BW1781
 BW1781                          SUPERSEDED SURVEY CONTROL
 BW1781
 BW1781  NGVD 29 (??/??/92)   19.56   (m)           64.2    (f) COMPUTED    2 0
 BW1781
 BW1781.Superseded values are not recommended for survey control.
 BW1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1781.See file dsdata.txt to determine how the superseded data were derived.
 BW1781
 BW1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR124390(NAD 83)
 BW1781_MARKER: DB = BENCH MARK DISK
 BW1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1781_STAMPING: 21V24 1969
 BW1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1781+STABILITY: SURFACE MOTION
 BW1781
 BW1781  HISTORY     - Date     Condition        Report By
 BW1781  HISTORY     - 1969     MONUMENTED       LADH
 BW1781
 BW1781                          STATION DESCRIPTION
 BW1781
 BW1781'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1781'4.6 MI SE FROM FT NECESSITY.
 BW1781'ABOUT 4.60 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1781'OFFICE IN FT. NECESSITY.  IT IS 68.5 FEET WEST OF THE CENTERLINE OF
 BW1781'LOUISIANA HIGHWAY 562, 1.1 FEET NORTH OF A COMBINATION MESH AND
 BW1781'BARBWIRE FENCE, 38.1 FEET NORTHWEST OF A FENCE CORNER, 38.0 FEET
 BW1781'NORTHWEST OF A POWER POLE WITH TRANSFORMER, 188.5 FEET SOUTHEAST OF
 BW1781'THE SOUTHEAST CORNER OF DAUGHTER OF ZION BAPTIST CHURCH, 65.0 FEET
 BW1781'SOUTH OF A GRAVEL DRIVE LEADING TO CHURCH.  SET IN TOP OF A CONCRETE
 BW1781'POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BW1781'SET 0.5 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1779 ***********************************************************************
 BW1779  DESIGNATION -  21 V 25
 BW1779  PID         -  BW1779
 BW1779  STATE/COUNTY-  LA/FRANKLIN
 BW1779  USGS QUAD   -  EXTENSION (1984)
 BW1779
 BW1779                         *CURRENT SURVEY CONTROL
 BW1779  ___________________________________________________________________
 BW1779* NAD 83(1986)-  31 59 46.     (N)    091 48 48.     (W)     SCALED    
 BW1779* NAVD 88     -        19.75   (+/-2cm)      64.8    (feet)  VERTCON   
 BW1779  ___________________________________________________________________
 BW1779  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW1779
 BW1779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1779
 BW1779.The horizontal coordinates were scaled from a topographic map and have
 BW1779.an estimated accuracy of +/- 6 seconds.
 BW1779
 BW1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1779.The vertical order pertains to the NGVD 29 superseded value.
 BW1779
 BW1779.The geoid height was determined by GEOID03.
 BW1779
 BW1779;                    North         East    Units  Estimated Accuracy
 BW1779;SPC LA N     -   166,090.    1,064,880.      MT  (+/- 180 meters Scaled)
 BW1779
 BW1779                          SUPERSEDED SURVEY CONTROL
 BW1779
 BW1779  NGVD 29 (??/??/92)   19.76   (m)           64.8    (f) COMPUTED    2 0
 BW1779
 BW1779.Superseded values are not recommended for survey control.
 BW1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1779.See file dsdata.txt to determine how the superseded data were derived.
 BW1779
 BW1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR120406(NAD 83)
 BW1779_MARKER: DB = BENCH MARK DISK
 BW1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1779_STAMPING: 21V25 1969
 BW1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1779+STABILITY: SURFACE MOTION
 BW1779
 BW1779  HISTORY     - Date     Condition        Report By
 BW1779  HISTORY     - 1969     MONUMENTED       LADH
 BW1779
 BW1779                          STATION DESCRIPTION
 BW1779
 BW1779'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BW1779'3.60 MI S FROM FT NECESSITY.
 BW1779'ABOUT 3.60 MILES SOUTH ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 BW1779'OFFICE IN FT. NECESSITY.  IT IS 37.2 FEET EAST OF THE CENTERLINE OF
 BW1779'LOUISIANA HIGHWAY 562, 1.3 FEET EAST OF A MESH AND BARBWIRE FENCE,
 BW1779'77.3 FEET NORTH OF A POWER POLE, 56.0 FEET NORTH OF A DRIVEWAY, 230.6
 BW1779'FEET NORTHWEST OF THE SOUTHWEST CORNER OF A WOODEN FRAME HOUSE OWNED
 BW1779'BY MR. CHARLES GRAYSON, AND OCCUPIED BY ED. HUGHES.  SET IN TOP OF A
 BW1779'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BW1779'POST IS SET 1.0 FEET WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2023 ***********************************************************************
 CP2023  DESIGNATION -  21 V 26
 CP2023  PID         -  CP2023
 CP2023  STATE/COUNTY-  LA/FRANKLIN
 CP2023  USGS QUAD   -  FT NECESSITY (1983)
 CP2023
 CP2023                         *CURRENT SURVEY CONTROL
 CP2023  ___________________________________________________________________
 CP2023* NAD 83(1986)-  32 00 34.     (N)    091 48 50.     (W)     SCALED    
 CP2023* NAVD 88     -        19.97   (+/-2cm)      65.5    (feet)  VERTCON   
 CP2023  ___________________________________________________________________
 CP2023  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2023
 CP2023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2023
 CP2023.The horizontal coordinates were scaled from a topographic map and have
 CP2023.an estimated accuracy of +/- 6 seconds.
 CP2023
 CP2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2023.The vertical order pertains to the NGVD 29 superseded value.
 CP2023
 CP2023.The geoid height was determined by GEOID03.
 CP2023
 CP2023;                    North         East    Units  Estimated Accuracy
 CP2023;SPC LA N     -   167,570.    1,064,820.      MT  (+/- 180 meters Scaled)
 CP2023
 CP2023                          SUPERSEDED SURVEY CONTROL
 CP2023
 CP2023  NGVD 29 (??/??/92)   19.987  (m)           65.57   (f) ADJ UNCH    2 0
 CP2023
 CP2023.Superseded values are not recommended for survey control.
 CP2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2023.See file dsdata.txt to determine how the superseded data were derived.
 CP2023
 CP2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR120420(NAD 83)
 CP2023_MARKER: DB = BENCH MARK DISK
 CP2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2023_STAMPING: 21V26 1969
 CP2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2023+STABILITY: SURFACE MOTION
 CP2023
 CP2023  HISTORY     - Date     Condition        Report By
 CP2023  HISTORY     - 1969     MONUMENTED       LADH
 CP2023  HISTORY     - 1981     MARK NOT FOUND   USGS
 CP2023
 CP2023                          STATION DESCRIPTION
 CP2023
 CP2023'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2023'2.65 MI S FROM FT NECESSITY.
 CP2023'ABOUT 2.65 MILES SOUTH ALONG LOUISIANA HIGHWAY 562 FROM THE POST
 CP2023'OFFICE IN FT. NECESSITY.  IT IS 101.0 FEET WEST OF THE CENTERLINE OF
 CP2023'LOUISIANA HIGHWAY 562, 52.7 FEET NORTHWEST OF A POWER POLE, 33.0 FEET
 CP2023'WEST OF A FENCE CORNER, 110.2 FEET NORTHEAST OF THE NORTHWEST CORNER
 CP2023'OF A FRAME TENANT HOUSE OCCUPIED BY FRED MASTERS.  SET IN TOP OF A
 CP2023'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CP2023'POST IS SET 0.6 FOOT EAST OF THE MARK.
 CP2023
 CP2023                          STATION RECOVERY (1981)
 CP2023
 CP2023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CP2023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2022 ***********************************************************************
 CP2022  DESIGNATION -  21 V 27
 CP2022  PID         -  CP2022
 CP2022  STATE/COUNTY-  LA/FRANKLIN
 CP2022  USGS QUAD   -  FT NECESSITY (1983)
 CP2022
 CP2022                         *CURRENT SURVEY CONTROL
 CP2022  ___________________________________________________________________
 CP2022* NAD 83(1986)-  32 01 24.     (N)    091 48 55.     (W)     SCALED    
 CP2022* NAVD 88     -        20.06   (+/-2cm)      65.8    (feet)  VERTCON   
 CP2022  ___________________________________________________________________
 CP2022  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2022
 CP2022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2022
 CP2022.The horizontal coordinates were scaled from a topographic map and have
 CP2022.an estimated accuracy of +/- 6 seconds.
 CP2022
 CP2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2022.The vertical order pertains to the NGVD 29 superseded value.
 CP2022
 CP2022.The geoid height was determined by GEOID03.
 CP2022
 CP2022;                    North         East    Units  Estimated Accuracy
 CP2022;SPC LA N     -   169,100.    1,064,680.      MT  (+/- 180 meters Scaled)
 CP2022
 CP2022                          SUPERSEDED SURVEY CONTROL
 CP2022
 CP2022  NGVD 29 (??/??/92)   20.074  (m)           65.86   (f) ADJ UNCH    2 0
 CP2022
 CP2022.Superseded values are not recommended for survey control.
 CP2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2022.See file dsdata.txt to determine how the superseded data were derived.
 CP2022
 CP2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR118436(NAD 83)
 CP2022_MARKER: DB = BENCH MARK DISK
 CP2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2022_STAMPING: 21V27 1969
 CP2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2022+STABILITY: SURFACE MOTION
 CP2022
 CP2022  HISTORY     - Date     Condition        Report By
 CP2022  HISTORY     - 1969     MONUMENTED       LADH
 CP2022
 CP2022                          STATION DESCRIPTION
 CP2022
 CP2022'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2022'1.7 MI S FROM FT NECESSITY.
 CP2022'ABOUT 1.7 MILES SOUTH ALONG LOUISIANA HIGHWAY 562 FROM THE POST OFFICE
 CP2022'IN FT. NECESSITY.  IT IS 75.0 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2022'HIGHWAY 562, 33.5 FEET WEST OF A FENCE CORNER, 86.0 FEET NORTHWEST OF
 CP2022'A POWER POLE, 33.5 FEET NORTH OF A GRAVEL DRIVEWAY, 145.8 FEET EAST OF
 CP2022'THE NORTHEAST CORNER OF A BRICK RESIDENCE BELONGING TO J. F. KINCAID.
 CP2022'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A
 CP2022'STEEL WITNESS POST IS SET 0.5 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2021 ***********************************************************************
 CP2021  DESIGNATION -  21 V 28
 CP2021  PID         -  CP2021
 CP2021  STATE/COUNTY-  LA/FRANKLIN
 CP2021  USGS QUAD   -  FT NECESSITY (1983)
 CP2021
 CP2021                         *CURRENT SURVEY CONTROL
 CP2021  ___________________________________________________________________
 CP2021* NAD 83(1986)-  32 02 10.     (N)    091 48 55.     (W)     SCALED    
 CP2021* NAVD 88     -        19.26   (+/-2cm)      63.2    (feet)  VERTCON   
 CP2021  ___________________________________________________________________
 CP2021  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2021
 CP2021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2021
 CP2021.The horizontal coordinates were scaled from a topographic map and have
 CP2021.an estimated accuracy of +/- 6 seconds.
 CP2021
 CP2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2021.The vertical order pertains to the NGVD 29 superseded value.
 CP2021
 CP2021.The geoid height was determined by GEOID03.
 CP2021
 CP2021;                    North         East    Units  Estimated Accuracy
 CP2021;SPC LA N     -   170,520.    1,064,670.      MT  (+/- 180 meters Scaled)
 CP2021
 CP2021                          SUPERSEDED SURVEY CONTROL
 CP2021
 CP2021  NGVD 29 (??/??/92)   19.278  (m)           63.25   (f) ADJ UNCH    2 0
 CP2021
 CP2021.Superseded values are not recommended for survey control.
 CP2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2021.See file dsdata.txt to determine how the superseded data were derived.
 CP2021
 CP2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR118450(NAD 83)
 CP2021_MARKER: DB = BENCH MARK DISK
 CP2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2021_STAMPING: 21V28 1969
 CP2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2021+STABILITY: SURFACE MOTION
 CP2021
 CP2021  HISTORY     - Date     Condition        Report By
 CP2021  HISTORY     - 1969     MONUMENTED       LADH
 CP2021
 CP2021                          STATION DESCRIPTION
 CP2021
 CP2021'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2021'0.80 MI S FROM FT NECESSITY.
 CP2021'ABOUT 0.80 MILE SOUTH ALONG LOUISIANA HIGHWAY 562 FROM THE POST OFFICE
 CP2021'IN FT. NECESSITY.  IT IS 71.5 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2021'HIGHWAY 562, 31.5 FEET WEST OF A FENCE CORNER, 5.0 FEET EAST OF A
 CP2021'POWER POLE, 60.0 FEET SOUTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY,
 CP2021'152 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK RESIDENCE
 CP2021'BELONGING TO W. C. CAMPBELL.  SET IN TOP OF A CONCRETE POST PROJECTING
 CP2021'1 INCH ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 0.5 FOOT WEST OF
 CP2021'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2024 ***********************************************************************
 CP2024  DESIGNATION -  21 V 29
 CP2024  PID         -  CP2024
 CP2024  STATE/COUNTY-  LA/FRANKLIN
 CP2024  USGS QUAD   -  FT NECESSITY (1983)
 CP2024
 CP2024                         *CURRENT SURVEY CONTROL
 CP2024  ___________________________________________________________________
 CP2024* NAD 83(1986)-  32 04 00.     (N)    091 49 21.     (W)     SCALED    
 CP2024* NAVD 88     -        19.90   (+/-2cm)      65.3    (feet)  VERTCON   
 CP2024  ___________________________________________________________________
 CP2024  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2024
 CP2024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2024
 CP2024.The horizontal coordinates were scaled from a topographic map and have
 CP2024.an estimated accuracy of +/- 6 seconds.
 CP2024
 CP2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2024.The vertical order pertains to the NGVD 29 superseded value.
 CP2024
 CP2024.The geoid height was determined by GEOID03.
 CP2024
 CP2024;                    North         East    Units  Estimated Accuracy
 CP2024;SPC LA N     -   173,900.    1,063,970.      MT  (+/- 180 meters Scaled)
 CP2024
 CP2024                          SUPERSEDED SURVEY CONTROL
 CP2024
 CP2024  NGVD 29 (??/??/92)   19.918  (m)           65.35   (f) ADJ UNCH    2 0
 CP2024
 CP2024.Superseded values are not recommended for survey control.
 CP2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2024.See file dsdata.txt to determine how the superseded data were derived.
 CP2024
 CP2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR111484(NAD 83)
 CP2024_MARKER: DB = BENCH MARK DISK
 CP2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2024_STAMPING: 21V29 1969
 CP2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2024+STABILITY: SURFACE MOTION
 CP2024
 CP2024  HISTORY     - Date     Condition        Report By
 CP2024  HISTORY     - 1969     MONUMENTED       LADH
 CP2024
 CP2024                          STATION DESCRIPTION
 CP2024
 CP2024'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2024'1.35 MI NW FROM FT NECESSITY.
 CP2024'ABOUT 1.35 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2024'135 FROM THE POST OFFICE IN FT. NECESSITY.  THENCE NORTHWEST ALONG
 CP2024'LOUISIANA HIGHWAY 4, 0.35 MILE TO THE INTERSECTION OF LOUISIANA
 CP2024'HIGHWAY 135.  THENCE 1.00 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 135
 CP2024'TO THE MARK.  IT IS 82.5 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2024'HIGHWAY 135, 1.0 FOOT NORTH OF A BARBWIRE FENCE, 57 FEET WEST OF A
 CP2024'FENCE CORNER, 39 FEET WEST OF A POWER POLE, 263.0 FEET SOUTHWEST OF
 CP2024'THE SOUTHWEST CORNER OF A CARPORT ATTACHED TO A WOOD FRAME RESIDENCE
 CP2024'BELONGING TO R. H. BIXLER.  SET IN TOP OF A CONCRETE POST PROJECTING 5
 CP2024'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET EAST OF THE
 CP2024'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1993 ***********************************************************************
 CP1993  DESIGNATION -  21 V 3
 CP1993  PID         -  CP1993
 CP1993  STATE/COUNTY-  LA/FRANKLIN
 CP1993  USGS QUAD   -  FT NECESSITY (1983)
 CP1993
 CP1993                         *CURRENT SURVEY CONTROL
 CP1993  ___________________________________________________________________
 CP1993* NAD 83(1986)-  32 02 14.     (N)    091 45 23.     (W)     SCALED    
 CP1993* NAVD 88     -        20.12   (+/-2cm)      66.0    (feet)  VERTCON   
 CP1993  ___________________________________________________________________
 CP1993  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1993
 CP1993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1993
 CP1993.The horizontal coordinates were scaled from a topographic map and have
 CP1993.an estimated accuracy of +/- 6 seconds.
 CP1993
 CP1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1993.The vertical order pertains to the NGVD 29 superseded value.
 CP1993
 CP1993.The geoid height was determined by GEOID03.
 CP1993
 CP1993;                    North         East    Units  Estimated Accuracy
 CP1993;SPC LA N     -   170,680.    1,070,230.      MT  (+/- 180 meters Scaled)
 CP1993
 CP1993                          SUPERSEDED SURVEY CONTROL
 CP1993
 CP1993  NGVD 29 (??/??/92)   20.136  (m)           66.06   (f) ADJ UNCH    2 0
 CP1993
 CP1993.Superseded values are not recommended for survey control.
 CP1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1993.See file dsdata.txt to determine how the superseded data were derived.
 CP1993
 CP1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR174452(NAD 83)
 CP1993_MARKER: DB = BENCH MARK DISK
 CP1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1993_STAMPING: 21V3 1969
 CP1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1993+STABILITY: SURFACE MOTION
 CP1993
 CP1993  HISTORY     - Date     Condition        Report By
 CP1993  HISTORY     - 1969     MONUMENTED       LADH
 CP1993
 CP1993                          STATION DESCRIPTION
 CP1993
 CP1993'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP1993'3.7 MI E FROM FT NECESSITY.
 CP1993'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP1993'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4 AND 128.
 CP1993'THENCE ABOUT 2.50 MILES EAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1993'MARKER.  IT IS 71.5 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP1993'128, 61.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK RESIDENCE
 CP1993'BELONGING TO NORMAN FERRINGTON, 17.5 FEET WEST OF A HICKORY TREE, 18
 CP1993'INCHES IN DIAMETER, 73.0 FEET NORTH OF THE CENTERLINE OF THE CARPORT
 CP1993'DRIVEWAY.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 CP1993'GROUND.  A STEEL WITNESS POST IS SET 0.90 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2025 ***********************************************************************
 CP2025  DESIGNATION -  21 V 30
 CP2025  PID         -  CP2025
 CP2025  STATE/COUNTY-  LA/FRANKLIN
 CP2025  USGS QUAD   -  FT NECESSITY (1983)
 CP2025
 CP2025                         *CURRENT SURVEY CONTROL
 CP2025  ___________________________________________________________________
 CP2025* NAD 83(1986)-  32 04 52.     (N)    091 49 17.     (W)     SCALED    
 CP2025* NAVD 88     -        19.90   (+/-2cm)      65.3    (feet)  VERTCON   
 CP2025  ___________________________________________________________________
 CP2025  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP2025
 CP2025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2025
 CP2025.The horizontal coordinates were scaled from a topographic map and have
 CP2025.an estimated accuracy of +/- 6 seconds.
 CP2025
 CP2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2025.The vertical order pertains to the NGVD 29 superseded value.
 CP2025
 CP2025.The geoid height was determined by GEOID03.
 CP2025
 CP2025;                    North         East    Units  Estimated Accuracy
 CP2025;SPC LA N     -   175,510.    1,064,060.      MT  (+/- 180 meters Scaled)
 CP2025
 CP2025                          SUPERSEDED SURVEY CONTROL
 CP2025
 CP2025  NGVD 29 (??/??/92)   19.914  (m)           65.33   (f) ADJ UNCH    2 0
 CP2025
 CP2025.Superseded values are not recommended for survey control.
 CP2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2025.See file dsdata.txt to determine how the superseded data were derived.
 CP2025
 CP2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR112500(NAD 83)
 CP2025_MARKER: DB = BENCH MARK DISK
 CP2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2025_STAMPING: 21V30 1969
 CP2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2025+STABILITY: SURFACE MOTION
 CP2025
 CP2025  HISTORY     - Date     Condition        Report By
 CP2025  HISTORY     - 1969     MONUMENTED       LADH
 CP2025
 CP2025                          STATION DESCRIPTION
 CP2025
 CP2025'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2025'2.35 MI NW FROM FT NECESSITY.
 CP2025'ABOUT 2.35 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2025'135 FROM THE POST OFFICE IN FT. NECESSITY.  THENCE NORTHWEST ALONG
 CP2025'LOUISIANA HIGHWAY 4, 0.35 MILE TO THE INTERSECTION OF LOUISIANA
 CP2025'HIGHWAY 135.  THENCE 2.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 135
 CP2025'TO THE MARK.  IT IS 82.5 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2025'HIGHWAY 135, 1.0 FOOT EAST OF A FENCE, 11.0 FEET NORTH OF A FENCE
 CP2025'CORNER, 23.0 FEET NORTHWEST OF A POWER POLE, 48.0 FEET NORTH OF THE
 CP2025'CENTERLINE OF A DRIVEWAY LEADING TO RESIDENCE BELONGING TO J. P.
 CP2025'MCGEE, SAID B.M. IS OBSCURED FROM HIGHWAY BY A PATCH OF SWITCH CANE.
 CP2025'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A
 CP2025'STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2026 ***********************************************************************
 CP2026  DESIGNATION -  21 V 31
 CP2026  PID         -  CP2026
 CP2026  STATE/COUNTY-  LA/FRANKLIN
 CP2026  USGS QUAD   -  FT NECESSITY (1983)
 CP2026
 CP2026                         *CURRENT SURVEY CONTROL
 CP2026  ___________________________________________________________________
 CP2026* NAD 83(1986)-  32 05 43.     (N)    091 49 53.     (W)     SCALED    
 CP2026* NAVD 88     -        19.33   (+/-2cm)      63.4    (feet)  VERTCON   
 CP2026  ___________________________________________________________________
 CP2026  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP2026
 CP2026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2026
 CP2026.The horizontal coordinates were scaled from a topographic map and have
 CP2026.an estimated accuracy of +/- 6 seconds.
 CP2026
 CP2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2026.The vertical order pertains to the NGVD 29 superseded value.
 CP2026
 CP2026.The geoid height was determined by GEOID03.
 CP2026
 CP2026;                    North         East    Units  Estimated Accuracy
 CP2026;SPC LA N     -   177,070.    1,063,110.      MT  (+/- 180 meters Scaled)
 CP2026
 CP2026                          SUPERSEDED SURVEY CONTROL
 CP2026
 CP2026  NGVD 29 (??/??/92)   19.345  (m)           63.47   (f) ADJ UNCH    2 0
 CP2026
 CP2026.Superseded values are not recommended for survey control.
 CP2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2026.See file dsdata.txt to determine how the superseded data were derived.
 CP2026
 CP2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR102515(NAD 83)
 CP2026_MARKER: DB = BENCH MARK DISK
 CP2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2026_STAMPING: 21V31 1969
 CP2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2026+STABILITY: SURFACE MOTION
 CP2026
 CP2026  HISTORY     - Date     Condition        Report By
 CP2026  HISTORY     - 1969     MONUMENTED       LADH
 CP2026
 CP2026                          STATION DESCRIPTION
 CP2026
 CP2026'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2026'3.50 MI NW FROM FT NECESSITY.
 CP2026'ABOUT 3.50 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2026'135 FROM THE POST OFFICE IN FT. NECESSITY.  THENCE NORTHWEST ALONG
 CP2026'LOUISIANA HIGHWAY 4, 0.35 MILE TO THE INTERSECTION OF LOUISIANA
 CP2026'HIGHWAY 135.  THENCE 3.15 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 135
 CP2026'TO THE MARK.  IT IS 76.0 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 CP2026'HIGHWAY 135, 4.0 FEET WEST OF A FENCE CORNER, 40.0 FEET EAST OF A
 CP2026'POWER POLE BRACE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CP2026'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2027 ***********************************************************************
 CP2027  DESIGNATION -  21 V 32
 CP2027  PID         -  CP2027
 CP2027  STATE/COUNTY-  LA/FRANKLIN
 CP2027  USGS QUAD   -  FT NECESSITY (1983)
 CP2027
 CP2027                         *CURRENT SURVEY CONTROL
 CP2027  ___________________________________________________________________
 CP2027* NAD 83(1986)-  32 06 21.     (N)    091 50 40.     (W)     SCALED    
 CP2027* NAVD 88     -        18.10   (+/-2cm)      59.4    (feet)  VERTCON   
 CP2027  ___________________________________________________________________
 CP2027  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2027
 CP2027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2027
 CP2027.The horizontal coordinates were scaled from a topographic map and have
 CP2027.an estimated accuracy of +/- 6 seconds.
 CP2027
 CP2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2027.The vertical order pertains to the NGVD 29 superseded value.
 CP2027
 CP2027.The geoid height was determined by GEOID03.
 CP2027
 CP2027;                    North         East    Units  Estimated Accuracy
 CP2027;SPC LA N     -   178,230.    1,061,870.      MT  (+/- 180 meters Scaled)
 CP2027
 CP2027                          SUPERSEDED SURVEY CONTROL
 CP2027
 CP2027  NGVD 29 (??/??/92)   18.117  (m)           59.44   (f) ADJ UNCH    2 0
 CP2027
 CP2027.Superseded values are not recommended for survey control.
 CP2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2027.See file dsdata.txt to determine how the superseded data were derived.
 CP2027
 CP2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR090527(NAD 83)
 CP2027_MARKER: DB = BENCH MARK DISK
 CP2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2027_STAMPING: 21V32 1969
 CP2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2027+STABILITY: SURFACE MOTION
 CP2027
 CP2027  HISTORY     - Date     Condition        Report By
 CP2027  HISTORY     - 1969     MONUMENTED       LADH
 CP2027
 CP2027                          STATION DESCRIPTION
 CP2027
 CP2027'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2027'4.60 MI NW FROM FT NECESSITY.
 CP2027'ABOUT 4.60 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2027'135 FROM THE POST OFFICE IN FT. NECESSITY.  THENCE NORTHWEST ALONG
 CP2027'LOUISIANA HIGHWAY 4, 0.35 MILE TO THE INTERSECTION OF LOUISIANA
 CP2027'HIGHWAY 135.  THENCE 4.25 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 135
 CP2027'TO THE MARK.  IT IS 79.0 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA
 CP2027'HIGHWAY 135, 35.0 FEET SOUTHWEST OF A FENCE CORNER, 22.0 FEET NORTH OF
 CP2027'THE CENTERLINE OF A GRAVEL ROAD, 27.0 FEET SOUTHWEST OF A PECAN TREE.
 CP2027'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. A
 CP2027'STEEL WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2028 ***********************************************************************
 CP2028  DESIGNATION -  21 V 33
 CP2028  PID         -  CP2028
 CP2028  STATE/COUNTY-  LA/FRANKLIN
 CP2028  USGS QUAD   -  FT NECESSITY (1983)
 CP2028
 CP2028                         *CURRENT SURVEY CONTROL
 CP2028  ___________________________________________________________________
 CP2028* NAD 83(1986)-  32 07 02.     (N)    091 51 09.     (W)     SCALED    
 CP2028* NAVD 88     -        18.52   (+/-2cm)      60.8    (feet)  VERTCON   
 CP2028  ___________________________________________________________________
 CP2028  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2028
 CP2028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2028
 CP2028.The horizontal coordinates were scaled from a topographic map and have
 CP2028.an estimated accuracy of +/- 6 seconds.
 CP2028
 CP2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2028.The vertical order pertains to the NGVD 29 superseded value.
 CP2028
 CP2028.The geoid height was determined by GEOID03.
 CP2028
 CP2028;                    North         East    Units  Estimated Accuracy
 CP2028;SPC LA N     -   179,490.    1,061,100.      MT  (+/- 180 meters Scaled)
 CP2028
 CP2028                          SUPERSEDED SURVEY CONTROL
 CP2028
 CP2028  NGVD 29 (??/??/92)   18.545  (m)           60.84   (f) ADJ UNCH    2 0
 CP2028
 CP2028.Superseded values are not recommended for survey control.
 CP2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2028.See file dsdata.txt to determine how the superseded data were derived.
 CP2028
 CP2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR082540(NAD 83)
 CP2028_MARKER: DB = BENCH MARK DISK
 CP2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2028_STAMPING: 21V33 1969
 CP2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2028+STABILITY: SURFACE MOTION
 CP2028
 CP2028  HISTORY     - Date     Condition        Report By
 CP2028  HISTORY     - 1969     MONUMENTED       LADH
 CP2028
 CP2028                          STATION DESCRIPTION
 CP2028
 CP2028'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2028'5.55 MI NW FROM FT NECESSITY.
 CP2028'ABOUT 5.55 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2028'135 FROM THE POST OFFICE IN FT. NECESSITY.  THENCE NORTHWEST ALONG
 CP2028'LOUISIANA HIGHWAY 4, 0.35 MILE TO THE INTERSECTION OF LOUISIANA
 CP2028'HIGHWAY 135.  THENCE 5.20 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 135
 CP2028'TO THE MARK.  IT IS 84.0 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2028'HIGHWAY 135, 41.0 FEET WEST OF A FENCE CORNER, 44.0 FEET WEST OF A
 CP2028'POWER POLE, 19.0 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD.  SET
 CP2028'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL
 CP2028'WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2029 ***********************************************************************
 CP2029  DESIGNATION -  21 V 34
 CP2029  PID         -  CP2029
 CP2029  STATE/COUNTY-  LA/FRANKLIN
 CP2029  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2029
 CP2029                         *CURRENT SURVEY CONTROL
 CP2029  ___________________________________________________________________
 CP2029* NAD 83(1986)-  32 07 57.     (N)    091 50 52.     (W)     SCALED    
 CP2029* NAVD 88     -        20.12   (+/-2cm)      66.0    (feet)  VERTCON   
 CP2029  ___________________________________________________________________
 CP2029  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP2029
 CP2029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2029
 CP2029.The horizontal coordinates were scaled from a topographic map and have
 CP2029.an estimated accuracy of +/- 6 seconds.
 CP2029
 CP2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2029.The vertical order pertains to the NGVD 29 superseded value.
 CP2029
 CP2029.The geoid height was determined by GEOID03.
 CP2029
 CP2029;                    North         East    Units  Estimated Accuracy
 CP2029;SPC LA N     -   181,190.    1,061,540.      MT  (+/- 180 meters Scaled)
 CP2029
 CP2029                          SUPERSEDED SURVEY CONTROL
 CP2029
 CP2029  NGVD 29 (??/??/92)   20.136  (m)           66.06   (f) ADJ UNCH    2 0
 CP2029
 CP2029.Superseded values are not recommended for survey control.
 CP2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2029.See file dsdata.txt to determine how the superseded data were derived.
 CP2029
 CP2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR086557(NAD 83)
 CP2029_MARKER: DB = BENCH MARK DISK
 CP2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2029_STAMPING: 21V34 1969
 CP2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2029+STABILITY: SURFACE MOTION
 CP2029
 CP2029  HISTORY     - Date     Condition        Report By
 CP2029  HISTORY     - 1969     MONUMENTED       LADH
 CP2029
 CP2029                          STATION DESCRIPTION
 CP2029
 CP2029'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2029'6.75 MI NW FROM FT NECESSITY.
 CP2029'ABOUT 6.75 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2029'135 FROM THE POST OFFICE IN FT. NECESSITY.  THENCE NORTHWEST ALONG
 CP2029'LOUISIANA HIGHWAY 4, 0.35 MILE TO THE INTERSECTION OF LOUISIANA
 CP2029'HIGHWAY 135.  THENCE 6.40 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 135
 CP2029'TO THE MARK.  IT IS 56.0 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA
 CP2029'HIGHWAY 135, 30 FEET WEST OF A FENCE CORNER, 165.0 FEET EAST OF THE
 CP2029'NORTHEAST CORNER OF A WOOD FRAME HOUSE BELONGING TO O. H. HATTEN,
 CP2029'206.0 FEET NORTH OF A GRAVEL ROAD.  SET IN TOP OF A CONCRETE POST
 CP2029'PROJECTING 4.0 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2029'FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2030 ***********************************************************************
 CP2030  DESIGNATION -  21 V 35
 CP2030  PID         -  CP2030
 CP2030  STATE/COUNTY-  LA/FRANKLIN
 CP2030  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2030
 CP2030                         *CURRENT SURVEY CONTROL
 CP2030  ___________________________________________________________________
 CP2030* NAD 83(1986)-  32 08 16.     (N)    091 50 42.     (W)     SCALED    
 CP2030* NAVD 88     -        20.93   (+/-2cm)      68.7    (feet)  VERTCON   
 CP2030  ___________________________________________________________________
 CP2030  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP2030
 CP2030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2030
 CP2030.The horizontal coordinates were scaled from a topographic map and have
 CP2030.an estimated accuracy of +/- 6 seconds.
 CP2030
 CP2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2030.The vertical order pertains to the NGVD 29 superseded value.
 CP2030
 CP2030.The geoid height was determined by GEOID03.
 CP2030
 CP2030;                    North         East    Units  Estimated Accuracy
 CP2030;SPC LA N     -   181,780.    1,061,800.      MT  (+/- 180 meters Scaled)
 CP2030
 CP2030                          SUPERSEDED SURVEY CONTROL
 CP2030
 CP2030  NGVD 29 (??/??/92)   20.955  (m)           68.75   (f) ADJ UNCH    2 0
 CP2030
 CP2030.Superseded values are not recommended for survey control.
 CP2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2030.See file dsdata.txt to determine how the superseded data were derived.
 CP2030
 CP2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR089562(NAD 83)
 CP2030_MARKER: DB = BENCH MARK DISK
 CP2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2030_STAMPING: 21V35 1969
 CP2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2030+STABILITY: SURFACE MOTION
 CP2030
 CP2030  HISTORY     - Date     Condition        Report By
 CP2030  HISTORY     - 1969     MONUMENTED       LADH
 CP2030
 CP2030                          STATION DESCRIPTION
 CP2030
 CP2030'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2030'7.15 MI NW FROM FT NECESSITY.
 CP2030'ABOUT 7.15 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2030'135 FROM THE POST OFFICE IN FT. NECESSITY.  THENCE NORTHWEST ALONG
 CP2030'LOUISIANA HIGHWAY 4, 0.35 MILE TO THE INTERSECTION OF LOUISIANA
 CP2030'HIGHWAY 135.  THENCE 6.80 MILES IN A NORTHWEST DIRECTION ALONG
 CP2030'LOUISIANA HIGHWAY 135 TO THE MARK.  IT IS 234.0 FEET WEST OF THE
 CP2030'CENTERLINE OF LOUISIANA HIGHWAY 135.  3.0 FEET NORTHEAST FROM THE
 CP2030'NORTHEAST CORNER OF A PUMP HOUSE, 6.0 FEET SOUTHWEST OF A POWER POLE,
 CP2030'63.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF OGDEN HIGH SCHOOL
 CP2030'GYMNASIUM.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP2030'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2031 ***********************************************************************
 CP2031  DESIGNATION -  21 V 36
 CP2031  PID         -  CP2031
 CP2031  STATE/COUNTY-  LA/FRANKLIN
 CP2031  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2031
 CP2031                         *CURRENT SURVEY CONTROL
 CP2031  ___________________________________________________________________
 CP2031* NAD 83(1986)-  32 09 02.     (N)    091 50 25.     (W)     SCALED    
 CP2031* NAVD 88     -        21.63   (+/-2cm)      71.0    (feet)  VERTCON   
 CP2031  ___________________________________________________________________
 CP2031  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP2031
 CP2031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2031
 CP2031.The horizontal coordinates were scaled from a topographic map and have
 CP2031.an estimated accuracy of +/- 6 seconds.
 CP2031
 CP2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2031.The vertical order pertains to the NGVD 29 superseded value.
 CP2031
 CP2031.The geoid height was determined by GEOID03.
 CP2031
 CP2031;                    North         East    Units  Estimated Accuracy
 CP2031;SPC LA N     -   183,200.    1,062,230.      MT  (+/- 180 meters Scaled)
 CP2031
 CP2031                          SUPERSEDED SURVEY CONTROL
 CP2031
 CP2031  NGVD 29 (??/??/92)   21.649  (m)           71.03   (f) ADJ UNCH    2 0
 CP2031
 CP2031.Superseded values are not recommended for survey control.
 CP2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2031.See file dsdata.txt to determine how the superseded data were derived.
 CP2031
 CP2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR093577(NAD 83)
 CP2031_MARKER: DB = BENCH MARK DISK
 CP2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2031_STAMPING: 21V36 1969
 CP2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2031+STABILITY: SURFACE MOTION
 CP2031
 CP2031  HISTORY     - Date     Condition        Report By
 CP2031  HISTORY     - 1969     MONUMENTED       LADH
 CP2031
 CP2031                          STATION DESCRIPTION
 CP2031
 CP2031'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2031'8.05 MI NW FROM FT NECESSITY.
 CP2031'ABOUT 8.05 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2031'135 FROM THE POST OFFICE IN FT. NECESSITY.  THENCE NORTHWEST ALONG
 CP2031'LOUISIANA HIGHWAY 4, 0.35 MILE TO THE INTERSECTION OF LOUISIANA
 CP2031'HIGHWAY 135.  THENCE 7.70 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 135
 CP2031'TO THE MARK.  IT IS 115.0 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2031'HIGHWAY 135, 5.0 FEET SOUTH OF A FENCE CORNER, 27.0 FEET NORTH OF THE
 CP2031'NORTHEAST CORNER OF A WOOD FRAME HOUSE BELONGING TO C. L. ADAMS.  SET
 CP2031'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL
 CP2031'WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2032 ***********************************************************************
 CP2032  DESIGNATION -  21 V 37
 CP2032  PID         -  CP2032
 CP2032  STATE/COUNTY-  LA/FRANKLIN
 CP2032  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2032
 CP2032                         *CURRENT SURVEY CONTROL
 CP2032  ___________________________________________________________________
 CP2032* NAD 83(1986)-  32 09 53.     (N)    091 50 08.     (W)     SCALED    
 CP2032* NAVD 88     -        21.61   (+/-2cm)      70.9    (feet)  VERTCON   
 CP2032  ___________________________________________________________________
 CP2032  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP2032
 CP2032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2032
 CP2032.The horizontal coordinates were scaled from a topographic map and have
 CP2032.an estimated accuracy of +/- 6 seconds.
 CP2032
 CP2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2032.The vertical order pertains to the NGVD 29 superseded value.
 CP2032
 CP2032.The geoid height was determined by GEOID03.
 CP2032
 CP2032;                    North         East    Units  Estimated Accuracy
 CP2032;SPC LA N     -   184,770.    1,062,670.      MT  (+/- 180 meters Scaled)
 CP2032
 CP2032                          SUPERSEDED SURVEY CONTROL
 CP2032
 CP2032  NGVD 29 (??/??/92)   21.634  (m)           70.98   (f) ADJ UNCH    2 0
 CP2032
 CP2032.Superseded values are not recommended for survey control.
 CP2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2032.See file dsdata.txt to determine how the superseded data were derived.
 CP2032
 CP2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR097592(NAD 83)
 CP2032_MARKER: DB = BENCH MARK DISK
 CP2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2032_STAMPING: 21V37 1969
 CP2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2032+STABILITY: SURFACE MOTION
 CP2032
 CP2032  HISTORY     - Date     Condition        Report By
 CP2032  HISTORY     - 1969     MONUMENTED       LADH
 CP2032
 CP2032                          STATION DESCRIPTION
 CP2032
 CP2032'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2032'9.65 MI NW FROM WINNSBORO.
 CP2032'ABOUT 9.65 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAYS
 CP2032'618 AND 135 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY
 CP2032'DIRECTION ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF
 CP2032'LOUISIANA HIGHWAYS 15 AND 130.  THENCE CONTINUING IN A WESTERLY
 CP2032'DIRECTION ALONG LOUISIANA HIGHWAY 130, 0.30 MILE TO THE INTERSECTION
 CP2032'OF LOUISIANA HIGHWAY 618.  THENCE IN A NORTHWESTERLY DIRECTION ALONG
 CP2032'LOUISIANA HIGHWAY 618, 6.15 MILES TO THE INTERSECTION WITH LOUISIANA
 CP2032'HIGHWAY 135.  THENCE SOUTHWEST ALONG LOUISIANA HIGHWAY 135 2.60 MILES
 CP2032'TO THE MARK.  IT IS 110.0 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2032'HIGHWAY 135, 13.0 FEET SOUTHWEST OF A POWER POLE, 1.0 FOOT SOUTH OF A
 CP2032'FENCE, 69.0 FEET WEST OF A FENCE CORNER, 49.0 FEET NORTHWEST OF THE
 CP2032'NORTHEAST CORNER OF A WOOD FRAME HOUSE.  SET IN TOP OF A CONCRETE POST
 CP2032'PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2032'FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2033 ***********************************************************************
 CP2033  DESIGNATION -  21 V 38
 CP2033  PID         -  CP2033
 CP2033  STATE/COUNTY-  LA/FRANKLIN
 CP2033  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2033
 CP2033                         *CURRENT SURVEY CONTROL
 CP2033  ___________________________________________________________________
 CP2033* NAD 83(1986)-  32 10 33.     (N)    091 49 36.     (W)     SCALED    
 CP2033* NAVD 88     -        21.29   (+/-2cm)      69.8    (feet)  VERTCON   
 CP2033  ___________________________________________________________________
 CP2033  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2033
 CP2033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2033
 CP2033.The horizontal coordinates were scaled from a topographic map and have
 CP2033.an estimated accuracy of +/- 6 seconds.
 CP2033
 CP2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2033.The vertical order pertains to the NGVD 29 superseded value.
 CP2033
 CP2033.The geoid height was determined by GEOID03.
 CP2033
 CP2033;                    North         East    Units  Estimated Accuracy
 CP2033;SPC LA N     -   186,010.    1,063,500.      MT  (+/- 180 meters Scaled)
 CP2033
 CP2033                          SUPERSEDED SURVEY CONTROL
 CP2033
 CP2033  NGVD 29 (??/??/92)   21.309  (m)           69.91   (f) ADJ UNCH    2 0
 CP2033
 CP2033.Superseded values are not recommended for survey control.
 CP2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2033.See file dsdata.txt to determine how the superseded data were derived.
 CP2033
 CP2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR106605(NAD 83)
 CP2033_MARKER: DB = BENCH MARK DISK
 CP2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2033_STAMPING: 21V38 1969
 CP2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2033+STABILITY: SURFACE MOTION
 CP2033
 CP2033  HISTORY     - Date     Condition        Report By
 CP2033  HISTORY     - 1969     MONUMENTED       LADH
 CP2033
 CP2033                          STATION DESCRIPTION
 CP2033
 CP2033'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2033'8.80 MI NW FROM WINNSBORO.
 CP2033'ABOUT 8.80 MILES IN A WESTERLY DIRECTION ALONG LOUISIANA HIGHWAYS 618
 CP2033'AND 135 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY
 CP2033'DIRECTION ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF
 CP2033'LOUISIANA HIGHWAYS 15 AND 130.  THENCE CONTINUING WESTERLY ALONG
 CP2033'LOUISIANA HIGHWAY 130, 0.30 MILE TO THE INTERSECTION OF LOUISIANA
 CP2033'HIGHWAY 618.  THENCE IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA
 CP2033'HIGHWAY 618, 6.15 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 135.
 CP2033'THENCE SOUTHWEST ALONG LOUISIANA HIGHWAY 135, 1.75 MILES TO THE MARK.
 CP2033'IT IS 54.0 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 135, 60.0
 CP2033'FEET SOUTH OF A GRAVEL DRIVE, 77.0 FEET SOUTH OF A POWER POLE, 92.0
 CP2033'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE BELONGING
 CP2033'TO SAM WASHINGTON, SR.  SET IN TOP OF A CONCRETE POST PROJECTING 6
 CP2033'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE
 CP2033'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2034 ***********************************************************************
 CP2034  DESIGNATION -  21 V 39
 CP2034  PID         -  CP2034
 CP2034  STATE/COUNTY-  LA/FRANKLIN
 CP2034  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2034
 CP2034                         *CURRENT SURVEY CONTROL
 CP2034  ___________________________________________________________________
 CP2034* NAD 83(1986)-  32 11 21.     (N)    091 49 04.     (W)     SCALED    
 CP2034* NAVD 88     -        20.79   (+/-2cm)      68.2    (feet)  VERTCON   
 CP2034  ___________________________________________________________________
 CP2034  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP2034
 CP2034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2034
 CP2034.The horizontal coordinates were scaled from a topographic map and have
 CP2034.an estimated accuracy of +/- 6 seconds.
 CP2034
 CP2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2034.The vertical order pertains to the NGVD 29 superseded value.
 CP2034
 CP2034.The geoid height was determined by GEOID03.
 CP2034
 CP2034;                    North         East    Units  Estimated Accuracy
 CP2034;SPC LA N     -   187,490.    1,064,330.      MT  (+/- 180 meters Scaled)
 CP2034
 CP2034                          SUPERSEDED SURVEY CONTROL
 CP2034
 CP2034  NGVD 29 (??/??/92)   20.807  (m)           68.26   (f) ADJ UNCH    2 0
 CP2034
 CP2034.Superseded values are not recommended for survey control.
 CP2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2034.See file dsdata.txt to determine how the superseded data were derived.
 CP2034
 CP2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR114620(NAD 83)
 CP2034_MARKER: DB = BENCH MARK DISK
 CP2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2034_STAMPING: 21V39 1969
 CP2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2034+STABILITY: SURFACE MOTION
 CP2034
 CP2034  HISTORY     - Date     Condition        Report By
 CP2034  HISTORY     - 1969     MONUMENTED       LADH
 CP2034
 CP2034                          STATION DESCRIPTION
 CP2034
 CP2034'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2034'7.75 MI NW FROM WINNSBORO.
 CP2034'ABOUT 7.75 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAYS
 CP2034'618 AND 135 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY
 CP2034'DIRECTION ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF
 CP2034'LOUISIANA HIGHWAYS 15 AND 130.  THENCE CONTINUING WESTERLY ALONG
 CP2034'LOUISIANA HIGHWAY 130, 0.30 MILE TO THE INTERSECTION OF LOUISIANA
 CP2034'HIGHWAY 618.  THENCE IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA
 CP2034'HIGHWAY 618, 6.15 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 135.
 CP2034'THENCE SOUTHWEST ALONG LOUISIANA HIGHWAY 135, 0.70 MILE TO THE MARK.
 CP2034'IT IS 68.0 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 135, 27.0
 CP2034'FEET EAST OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE, 128.0 FEET
 CP2034'SOUTH OF A POWER POLE, 141.0 FEET SOUTHWEST OF A 30-INCH DIAMETER
 CP2034'PECAN TREE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CP2034'GROUND.  A STEEL WITNESS POST IS SET 1.0 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1994 ***********************************************************************
 CP1994  DESIGNATION -  21 V 4
 CP1994  PID         -  CP1994
 CP1994  STATE/COUNTY-  LA/FRANKLIN
 CP1994  USGS QUAD   -  GILBERT (1983)
 CP1994
 CP1994                         *CURRENT SURVEY CONTROL
 CP1994  ___________________________________________________________________
 CP1994* NAD 83(1986)-  32 02 07.     (N)    091 44 42.     (W)     SCALED    
 CP1994* NAVD 88     -        20.54   (+/-2cm)      67.4    (feet)  VERTCON   
 CP1994  ___________________________________________________________________
 CP1994  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP1994
 CP1994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1994
 CP1994.The horizontal coordinates were scaled from a topographic map and have
 CP1994.an estimated accuracy of +/- 6 seconds.
 CP1994
 CP1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1994.The vertical order pertains to the NGVD 29 superseded value.
 CP1994
 CP1994.The geoid height was determined by GEOID03.
 CP1994
 CP1994;                    North         East    Units  Estimated Accuracy
 CP1994;SPC LA N     -   170,470.    1,071,310.      MT  (+/- 180 meters Scaled)
 CP1994
 CP1994                          SUPERSEDED SURVEY CONTROL
 CP1994
 CP1994  NGVD 29 (??/??/92)   20.552  (m)           67.43   (f) ADJ UNCH    2 0
 CP1994
 CP1994.Superseded values are not recommended for survey control.
 CP1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1994.See file dsdata.txt to determine how the superseded data were derived.
 CP1994
 CP1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR185450(NAD 83)
 CP1994_MARKER: DB = BENCH MARK DISK
 CP1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1994_STAMPING: 21V4 1969
 CP1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1994+STABILITY: SURFACE MOTION
 CP1994
 CP1994  HISTORY     - Date     Condition        Report By
 CP1994  HISTORY     - 1969     MONUMENTED       LADH
 CP1994
 CP1994                          STATION DESCRIPTION
 CP1994
 CP1994'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP1994'4.40 MI E FROM FT NECESSITY.
 CP1994'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP1994'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4 AND 128.
 CP1994'THENCE ABOUT 3.20 MILES EAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1994'MARKER.  IT IS 535.0 FEET EAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 CP1994'INTERSECTION OF LOUISIANA HIGHWAY 874 AND 128, 63.9 FEET SOUTH OF THE
 CP1994'CENTERLINE OF LOUISIANA HIGHWAY 128, 2.2 FEET NORTHEAST OF THE
 CP1994'NORTHEAST CORNER OF A METAL SIDE PIANO REPAIR SHOP BELONGING TO
 CP1994'CHARLES HARRIS, 24.1 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WATER
 CP1994'WELL HOUSE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP1994'GROUND.  A STEEL WITNESS POST IS SET 0.9 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2036 ***********************************************************************
 CP2036  DESIGNATION -  21 V 40
 CP2036  PID         -  CP2036
 CP2036  STATE/COUNTY-  LA/FRANKLIN
 CP2036  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2036
 CP2036                         *CURRENT SURVEY CONTROL
 CP2036  ___________________________________________________________________
 CP2036* NAD 83(1986)-  32 11 50.     (N)    091 48 31.     (W)     SCALED    
 CP2036* NAVD 88     -        20.40   (+/-2cm)      66.9    (feet)  VERTCON   
 CP2036  ___________________________________________________________________
 CP2036  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2036
 CP2036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2036
 CP2036.The horizontal coordinates were scaled from a topographic map and have
 CP2036.an estimated accuracy of +/- 6 seconds.
 CP2036
 CP2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2036.The vertical order pertains to the NGVD 29 superseded value.
 CP2036
 CP2036.The geoid height was determined by GEOID03.
 CP2036
 CP2036;                    North         East    Units  Estimated Accuracy
 CP2036;SPC LA N     -   188,390.    1,065,190.      MT  (+/- 180 meters Scaled)
 CP2036
 CP2036                          SUPERSEDED SURVEY CONTROL
 CP2036
 CP2036  NGVD 29 (??/??/92)   20.422  (m)           67.00   (f) ADJ UNCH    2 0
 CP2036
 CP2036.Superseded values are not recommended for survey control.
 CP2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2036.See file dsdata.txt to determine how the superseded data were derived.
 CP2036
 CP2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR122629(NAD 83)
 CP2036_MARKER: DB = BENCH MARK DISK
 CP2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2036_STAMPING: 21V40 1969
 CP2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2036+STABILITY: SURFACE MOTION
 CP2036
 CP2036  HISTORY     - Date     Condition        Report By
 CP2036  HISTORY     - 1969     MONUMENTED       LADH
 CP2036
 CP2036                          STATION DESCRIPTION
 CP2036
 CP2036'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2036'6.80 MI NW FROM WINNSBORO.
 CP2036'ABOUT 6.80 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2036'618 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY DIRECTION
 CP2036'ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF LOUISIANA
 CP2036'HIGHWAY 15 AND 130.  THENCE CONTINUING IN A WESTERLY DIRECTION ALONG
 CP2036'LOUISIANA HIGHWAY 130, 0.30 MILE TO THE INTERSECTION OF LOUISIANA
 CP2036'HIGHWAY 618.  THENCE IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA
 CP2036'HIGHWAY 618, 5.90 MILES TO THE MARK.  IT IS 71.0 FEET NORTH OF THE
 CP2036'CENTERLINE OF LOUISIANA HIGHWAY 618, 75.0 FEET EAST OF THE CENTERLINE
 CP2036'OF LOUISIANA HIGHWAY 869, 45.0 FEET NORTHWEST OF A FENCE CORNER, 39.0
 CP2036'FEET SOUTHEAST OF A FENCE CORNER, 0.5 FOOT WEST OF A FENCE. SET IN TOP
 CP2036'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A STEEL WITNESS
 CP2036'POST IS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2037 ***********************************************************************
 CP2037  DESIGNATION -  21 V 41
 CP2037  PID         -  CP2037
 CP2037  STATE/COUNTY-  LA/FRANKLIN
 CP2037  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2037
 CP2037                         *CURRENT SURVEY CONTROL
 CP2037  ___________________________________________________________________
 CP2037* NAD 83(1986)-  32 11 52.     (N)    091 47 31.     (W)     SCALED    
 CP2037* NAVD 88     -        21.39   (+/-2cm)      70.2    (feet)  VERTCON   
 CP2037  ___________________________________________________________________
 CP2037  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP2037
 CP2037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2037
 CP2037.The horizontal coordinates were scaled from a topographic map and have
 CP2037.an estimated accuracy of +/- 6 seconds.
 CP2037
 CP2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2037.The vertical order pertains to the NGVD 29 superseded value.
 CP2037
 CP2037.The geoid height was determined by GEOID03.
 CP2037
 CP2037;                    North         East    Units  Estimated Accuracy
 CP2037;SPC LA N     -   188,460.    1,066,760.      MT  (+/- 180 meters Scaled)
 CP2037
 CP2037                          SUPERSEDED SURVEY CONTROL
 CP2037
 CP2037  NGVD 29 (??/??/92)   21.409  (m)           70.24   (f) ADJ UNCH    2 0
 CP2037
 CP2037.Superseded values are not recommended for survey control.
 CP2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2037.See file dsdata.txt to determine how the superseded data were derived.
 CP2037
 CP2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR138629(NAD 83)
 CP2037_MARKER: DB = BENCH MARK DISK
 CP2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2037_STAMPING: 21V41 1969
 CP2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2037+STABILITY: SURFACE MOTION
 CP2037
 CP2037  HISTORY     - Date     Condition        Report By
 CP2037  HISTORY     - 1969     MONUMENTED       LADH
 CP2037
 CP2037                          STATION DESCRIPTION
 CP2037
 CP2037'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2037'5.85 MI NW FROM WINNSBORO.
 CP2037'ABOUT 5.85 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2037'618 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY DIRECTION
 CP2037'ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF LOUISIANA
 CP2037'HIGHWAYS 15 AND 130.  THENCE CONTINUING IN A WESTERLY DIRECTION ALONG
 CP2037'LOUISIANA HIGHWAY 130, 0.30 MILE TO THE INTERSECTION OF LOUISIANA
 CP2037'HIGHWAY 618.  THENCE IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA
 CP2037'HIGHWAY 618, 4.95 MILES TO THE MARK.  IT IS 72.0 FEET SOUTH OF THE
 CP2037'CENTERLINE OF LOUISIANA HIGHWAY 618, 33.0 FEET SOUTH OF A POWER POLE,
 CP2037'57.0 FEET EAST OF A GRAVEL DRIVE, 137.0 FEET NORTHEAST OF THE
 CP2037'NORTHEAST CORNER OF A BRICK RESIDENCE BELONGING TO J. R. THORNTON. SET
 CP2037'IN TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. A STEEL
 CP2037'WITNESS POST IS SET 1.5 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2038 ***********************************************************************
 CP2038  DESIGNATION -  21 V 42
 CP2038  PID         -  CP2038
 CP2038  STATE/COUNTY-  LA/FRANKLIN
 CP2038  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2038
 CP2038                         *CURRENT SURVEY CONTROL
 CP2038  ___________________________________________________________________
 CP2038* NAD 83(1986)-  32 11 51.     (N)    091 46 38.     (W)     SCALED    
 CP2038* NAVD 88     -        21.71   (+/-2cm)      71.2    (feet)  VERTCON   
 CP2038  ___________________________________________________________________
 CP2038  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP2038
 CP2038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2038
 CP2038.The horizontal coordinates were scaled from a topographic map and have
 CP2038.an estimated accuracy of +/- 6 seconds.
 CP2038
 CP2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2038.The vertical order pertains to the NGVD 29 superseded value.
 CP2038
 CP2038.The geoid height was determined by GEOID03.
 CP2038
 CP2038;                    North         East    Units  Estimated Accuracy
 CP2038;SPC LA N     -   188,440.    1,068,150.      MT  (+/- 180 meters Scaled)
 CP2038
 CP2038                          SUPERSEDED SURVEY CONTROL
 CP2038
 CP2038  NGVD 29 (??/??/92)   21.732  (m)           71.30   (f) ADJ UNCH    2 0
 CP2038
 CP2038.Superseded values are not recommended for survey control.
 CP2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2038.See file dsdata.txt to determine how the superseded data were derived.
 CP2038
 CP2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR152629(NAD 83)
 CP2038_MARKER: DB = BENCH MARK DISK
 CP2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2038_STAMPING: 21V42 1969
 CP2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2038+STABILITY: SURFACE MOTION
 CP2038
 CP2038  HISTORY     - Date     Condition        Report By
 CP2038  HISTORY     - 1969     MONUMENTED       LADH
 CP2038
 CP2038                          STATION DESCRIPTION
 CP2038
 CP2038'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2038'4.95 MI NW FROM WINNSBORO.
 CP2038'ABOUT 4.95 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2038'618 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY DIRECTION
 CP2038'ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF LOUISIANA
 CP2038'HIGHWAYS 15 AND 130.  THENCE CONTINUING IN A WESTERLY DIRECTION ALONG
 CP2038'LOUISIANA HIGHWAY 130, 0.30 MILE TO THE INTERSECTION OF LOUISIANA
 CP2038'HIGHWAY 618.  THENCE IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA
 CP2038'HIGHWAY 618, 4.05 MILES TO THE MARK.  IT IS 66.0 FEET NORTH OF THE
 CP2038'CENTERLINE OF LOUISIANA HIGHWAY 618, 1.0 FOOT EAST OF A FENCE, 51.0
 CP2038'FEET WEST OF A GRAVEL DRIVE, 38.0 FEET SOUTHWEST OF THE SOUTHWEST
 CP2038'CORNER OF A WOOD FRAME HOUSE BELONGING TO EARL SMITH.  SET IN TOP OF A
 CP2038'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP2038'IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2039 ***********************************************************************
 CP2039  DESIGNATION -  21 V 43
 CP2039  PID         -  CP2039
 CP2039  STATE/COUNTY-  LA/FRANKLIN
 CP2039  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2039
 CP2039                         *CURRENT SURVEY CONTROL
 CP2039  ___________________________________________________________________
 CP2039* NAD 83(1986)-  32 11 52.     (N)    091 45 45.     (W)     SCALED    
 CP2039* NAVD 88     -        21.78   (+/-2cm)      71.5    (feet)  VERTCON   
 CP2039  ___________________________________________________________________
 CP2039  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP2039
 CP2039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2039
 CP2039.The horizontal coordinates were scaled from a topographic map and have
 CP2039.an estimated accuracy of +/- 6 seconds.
 CP2039
 CP2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2039.The vertical order pertains to the NGVD 29 superseded value.
 CP2039
 CP2039.The geoid height was determined by GEOID03.
 CP2039
 CP2039;                    North         East    Units  Estimated Accuracy
 CP2039;SPC LA N     -   188,480.    1,069,530.      MT  (+/- 180 meters Scaled)
 CP2039
 CP2039                          SUPERSEDED SURVEY CONTROL
 CP2039
 CP2039  NGVD 29 (??/??/92)   21.803  (m)           71.53   (f) ADJ UNCH    2 0
 CP2039
 CP2039.Superseded values are not recommended for survey control.
 CP2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2039.See file dsdata.txt to determine how the superseded data were derived.
 CP2039
 CP2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR166630(NAD 83)
 CP2039_MARKER: DB = BENCH MARK DISK
 CP2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2039_STAMPING: 21V43 1969
 CP2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2039+STABILITY: SURFACE MOTION
 CP2039
 CP2039  HISTORY     - Date     Condition        Report By
 CP2039  HISTORY     - 1969     MONUMENTED       LADH
 CP2039  HISTORY     - 1975     GOOD
 CP2039
 CP2039                          STATION DESCRIPTION
 CP2039
 CP2039'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2039'4.0 MI NW FROM WINNSBORO.
 CP2039'ABOUT 4.0 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2039'618 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY DIRECTION
 CP2039'ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF LOUISIANA
 CP2039'15 AND 130.  THENCE CONTINUING IN A WESTERLY DIRECTION ALONG LOUISIANA
 CP2039'HIGHWAY 130, 0.30 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 618.
 CP2039'THENCE IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY 618, 3.10
 CP2039'MILES TO THE MARK.  IT IS 72.0 FEET NORTHEAST OF THE CENTERLINE OF
 CP2039'LOUISIANA HIGHWAY 618, 100.0 FEET SOUTHEAST OF THE CENTERLINE OF
 CP2039'LOUISIANA HIGHWAY 869, 45.0 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 CP2039'ROAD, 46.0 FEET NORTHWEST OF A POWER POLE. SET IN TOP OF A CONCRETE
 CP2039'POST PROJECTING 6 INCHES ABOVE GROUND. A STEEL WITNESS POST IS SET 1.0
 CP2039'FOOT WEST OF THE MARK.
 CP2039
 CP2039                          STATION RECOVERY (1975)
 CP2039
 CP2039'RECOVERED 1975
 CP2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2040 ***********************************************************************
 CP2040  DESIGNATION -  21 V 44
 CP2040  PID         -  CP2040
 CP2040  STATE/COUNTY-  LA/FRANKLIN
 CP2040  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2040
 CP2040                         *CURRENT SURVEY CONTROL
 CP2040  ___________________________________________________________________
 CP2040* NAD 83(1986)-  32 11 16.     (N)    091 45 04.     (W)     SCALED    
 CP2040* NAVD 88     -        21.37   (+/-2cm)      70.1    (feet)  VERTCON   
 CP2040  ___________________________________________________________________
 CP2040  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2040
 CP2040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2040
 CP2040.The horizontal coordinates were scaled from a topographic map and have
 CP2040.an estimated accuracy of +/- 6 seconds.
 CP2040
 CP2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2040.The vertical order pertains to the NGVD 29 superseded value.
 CP2040
 CP2040.The geoid height was determined by GEOID03.
 CP2040
 CP2040;                    North         East    Units  Estimated Accuracy
 CP2040;SPC LA N     -   187,380.    1,070,610.      MT  (+/- 180 meters Scaled)
 CP2040
 CP2040                          SUPERSEDED SURVEY CONTROL
 CP2040
 CP2040  NGVD 29 (??/??/92)   21.389  (m)           70.17   (f) ADJ UNCH    2 0
 CP2040
 CP2040.Superseded values are not recommended for survey control.
 CP2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2040.See file dsdata.txt to determine how the superseded data were derived.
 CP2040
 CP2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR177619(NAD 83)
 CP2040_MARKER: DB = BENCH MARK DISK
 CP2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2040_STAMPING: 21V44 1969
 CP2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2040+STABILITY: SURFACE MOTION
 CP2040
 CP2040  HISTORY     - Date     Condition        Report By
 CP2040  HISTORY     - 1969     MONUMENTED       LADH
 CP2040  HISTORY     - 1975     GOOD
 CP2040  HISTORY     - 1981     MARK NOT FOUND   USGS
 CP2040
 CP2040                          STATION DESCRIPTION
 CP2040
 CP2040'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2040'3.0 MI NW FROM WINNSBORO.
 CP2040'ABOUT 3.0 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2040'618, FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY
 CP2040'DIRECTION ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF
 CP2040'LOUISIANA HIGHWAYS 15 AND 130.  THENCE CONTINUING IN A WESTERLY
 CP2040'DIRECTION ALONG LOUISIANA HIGHWAY 130, 0.30 MILE TO THE INTERSECTION
 CP2040'OF LOUISIANA HIGHWAY 618.  THENCE IN A NORTHWESTERLY DIRECTION ALONG
 CP2040'LOUISIANA HIGHWAY 618, 2.10 MILES TO THE MARK.  IT IS 96.0 FEET
 CP2040'NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 618, 46.0 FEET
 CP2040'NORTHEAST OF A POWER POLE, 1.0 FOOT NORTH OF A HEAVY STEEL FENCE,
 CP2040'163.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK RESIDENCE
 CP2040'BELONGING TO RILEY NURSING HOME.  SET IN TOP OF A CONCRETE POST
 CP2040'PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2040'FOOT SOUTH OF THE MARK.
 CP2040
 CP2040                          STATION RECOVERY (1975)
 CP2040
 CP2040'RECOVERED 1975
 CP2040'RECOVERED IN GOOD CONDITION.
 CP2040
 CP2040                          STATION RECOVERY (1981)
 CP2040
 CP2040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CP2040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2041 ***********************************************************************
 CP2041  DESIGNATION -  21 V 45
 CP2041  PID         -  CP2041
 CP2041  STATE/COUNTY-  LA/FRANKLIN
 CP2041  USGS QUAD   -  WINNSBORO (1983)
 CP2041
 CP2041                         *CURRENT SURVEY CONTROL
 CP2041  ___________________________________________________________________
 CP2041* NAD 83(1986)-  32 10 42.     (N)    091 44 38.     (W)     SCALED    
 CP2041* NAVD 88     -        21.80   (+/-2cm)      71.5    (feet)  VERTCON   
 CP2041  ___________________________________________________________________
 CP2041  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2041
 CP2041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2041
 CP2041.The horizontal coordinates were scaled from a topographic map and have
 CP2041.an estimated accuracy of +/- 6 seconds.
 CP2041
 CP2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2041.The vertical order pertains to the NGVD 29 superseded value.
 CP2041
 CP2041.The geoid height was determined by GEOID03.
 CP2041
 CP2041;                    North         East    Units  Estimated Accuracy
 CP2041;SPC LA N     -   186,340.    1,071,300.      MT  (+/- 180 meters Scaled)
 CP2041
 CP2041                          SUPERSEDED SURVEY CONTROL
 CP2041
 CP2041  NGVD 29 (??/??/92)   21.823  (m)           71.60   (f) ADJ UNCH    2 0
 CP2041
 CP2041.Superseded values are not recommended for survey control.
 CP2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2041.See file dsdata.txt to determine how the superseded data were derived.
 CP2041
 CP2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR184608(NAD 83)
 CP2041_MARKER: DB = BENCH MARK DISK
 CP2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2041_STAMPING: 21V45 1969
 CP2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2041+STABILITY: SURFACE MOTION
 CP2041
 CP2041  HISTORY     - Date     Condition        Report By
 CP2041  HISTORY     - 1969     MONUMENTED       LADH
 CP2041  HISTORY     - 1977     GOOD
 CP2041
 CP2041                          STATION DESCRIPTION
 CP2041
 CP2041'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2041'2.10 MI NW FROM WINNSBORO.
 CP2041'ABOUT 2.10 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2041'618 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY DIRECTION
 CP2041'ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF LOUISIANA
 CP2041'HIGHWAYS 15 AND 130.  THENCE CONTINUING IN A WESTERLY DIRECTION ALONG
 CP2041'LOUISIANA HIGHWAY 130, 0.30 MILE TO THE INTERSECTION OF LOUISIANA
 CP2041'HIGHWAY 618.  THENCE IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA
 CP2041'HIGHWAY 618, 1.20 MILES TO THE MARK.  IT IS 68.0 FEET NORTHEAST OF THE
 CP2041'CENTERLINE OF LOUISIANA HIGHWAY 618, 31.0 FEET NORTH OF A POWER POLE,
 CP2041'23.0 FEET NORTHEAST FROM END OF A BOARD FENCE, 0.5 FEET EAST OF BOARD
 CP2041'FENCE, 19.0 FEET SOUTHEAST OF CENTERLINE OF A CONCRETE DRIVE, 49.5
 CP2041'FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK RESIDENCE BELONGING TO
 CP2041'W. P. LOFTON.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CP2041'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
 CP2041
 CP2041                          STATION RECOVERY (1977)
 CP2041
 CP2041'RECOVERED 1977
 CP2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2042 ***********************************************************************
 CP2042  DESIGNATION -  21 V 46
 CP2042  PID         -  CP2042
 CP2042  STATE/COUNTY-  LA/FRANKLIN
 CP2042  USGS QUAD   -  WINNSBORO (1983)
 CP2042
 CP2042                         *CURRENT SURVEY CONTROL
 CP2042  ___________________________________________________________________
 CP2042* NAD 83(1986)-  32 10 15.     (N)    091 43 56.     (W)     SCALED    
 CP2042* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 CP2042  ___________________________________________________________________
 CP2042  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2042
 CP2042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2042
 CP2042.The horizontal coordinates were scaled from a topographic map and have
 CP2042.an estimated accuracy of +/- 6 seconds.
 CP2042
 CP2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2042.The vertical order pertains to the NGVD 29 superseded value.
 CP2042
 CP2042.The geoid height was determined by GEOID03.
 CP2042
 CP2042;                    North         East    Units  Estimated Accuracy
 CP2042;SPC LA N     -   185,510.    1,072,410.      MT  (+/- 180 meters Scaled)
 CP2042
 CP2042                          SUPERSEDED SURVEY CONTROL
 CP2042
 CP2042  NGVD 29 (??/??/92)   21.247  (m)           69.71   (f) ADJ UNCH    2 0
 CP2042
 CP2042.Superseded values are not recommended for survey control.
 CP2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2042.See file dsdata.txt to determine how the superseded data were derived.
 CP2042
 CP2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR195600(NAD 83)
 CP2042_MARKER: DB = BENCH MARK DISK
 CP2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2042_STAMPING: 21V46 1969
 CP2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2042+STABILITY: SURFACE MOTION
 CP2042
 CP2042  HISTORY     - Date     Condition        Report By
 CP2042  HISTORY     - 1969     MONUMENTED       LADH
 CP2042  HISTORY     - 1977     GOOD
 CP2042
 CP2042                          STATION DESCRIPTION
 CP2042
 CP2042'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2042'1.20 MI NW FROM WINNSBORO.
 CP2042'ABOUT 1.20 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2042'618 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY DIRECTION
 CP2042'ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF LOUISIANA
 CP2042'HIGHWAYS 15 AND 130.  THENCE CONTINUING IN A WESTERLY DIRECTION ALONG
 CP2042'LOUISIANA HIGHWAY 130, 0.30 MILE TO THE INTERSECTION OF LOUISIANA
 CP2042'HIGHWAY 618.  THENCE IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA
 CP2042'HIGHWAY 618, 0.30 MILE TO THE MARK.  IT IS 67.0 FEET NORTHEAST OF THE
 CP2042'CENTERLINE OF LOUISIANA HIGHWAY 618, 16.0 FEET NORTH OF A POWER POLE,
 CP2042'20.0 FEET NORTHWEST OF A 30-INCH DIAMETER PINE TREE, 1.0 FOOT SOUTH OF
 CP2042'A FENCE, 19.0 FEET WEST OF THE SOUTHWEST CORNER OF A WOOD FRAME
 CP2042'TENNANT HOUSE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CP2042'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
 CP2042
 CP2042                          STATION RECOVERY (1977)
 CP2042
 CP2042'RECOVERED 1977
 CP2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2001 ***********************************************************************
 CP2001  DESIGNATION -  21 V 47
 CP2001  PID         -  CP2001
 CP2001  STATE/COUNTY-  LA/FRANKLIN
 CP2001  USGS QUAD   -  GILBERT (1983)
 CP2001
 CP2001                         *CURRENT SURVEY CONTROL
 CP2001  ___________________________________________________________________
 CP2001* NAD 83(1986)-  32 03 47.     (N)    091 39 21.     (W)     SCALED    
 CP2001* NAVD 88     -        23.20   (+/-2cm)      76.1    (feet)  VERTCON   
 CP2001  ___________________________________________________________________
 CP2001  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2001
 CP2001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2001
 CP2001.The horizontal coordinates were scaled from a topographic map and have
 CP2001.an estimated accuracy of +/- 6 seconds.
 CP2001
 CP2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2001.The vertical order pertains to the NGVD 29 superseded value.
 CP2001
 CP2001.The geoid height was determined by GEOID03.
 CP2001
 CP2001;                    North         East    Units  Estimated Accuracy
 CP2001;SPC LA N     -   173,610.    1,079,710.      MT  (+/- 180 meters Scaled)
 CP2001
 CP2001                          SUPERSEDED SURVEY CONTROL
 CP2001
 CP2001  NGVD 29 (??/??/92)   23.212  (m)           76.15   (f) ADJ UNCH    2 0
 CP2001
 CP2001.Superseded values are not recommended for survey control.
 CP2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2001.See file dsdata.txt to determine how the superseded data were derived.
 CP2001
 CP2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR268482(NAD 83)
 CP2001_MARKER: DB = BENCH MARK DISK
 CP2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2001_STAMPING: 21V47-1969
 CP2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2001+STABILITY: SURFACE MOTION
 CP2001
 CP2001  HISTORY     - Date     Condition        Report By
 CP2001  HISTORY     - 1969     MONUMENTED       LADH
 CP2001
 CP2001                          STATION DESCRIPTION
 CP2001
 CP2001'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2001'1.40 MI NE FROM GILBERT.
 CP2001'ABOUT 1.40 MILES IN A NORTHEASTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2001'128 FROM THE HIGH SCHOOL BUILDING IN GILBERT.  THENCE 0.25 MILE EAST
 CP2001'ALONG HANNA STREET AND ACROSS LOUISIANA HIGHWAY 15 AND MISSOURI
 CP2001'PACIFIC RAILROAD TRACK TO THE INTERSECTION OF LEE STREET.  THENCE
 CP2001'NORTH 0.15 MILE ALONG LEE STREET TO THE INTERSECTION OF LOUISIANA
 CP2001'HIGHWAY 128.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 128, 1.00 MILE
 CP2001'TO THE MARK.  IT IS 168.0 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY
 CP2001'128, 57.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK RESIDENCE
 CP2001'BELONGING TO T. J. MARTIN, 5.0 FEET WEST OF A POWER POLE, 30.0 FEET
 CP2001'EAST OF A WATER WELL.  SET IN TOP OF A CONCRETE POST PROJECTING 4
 CP2001'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE
 CP2001'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2002 ***********************************************************************
 CP2002  DESIGNATION -  21 V 48
 CP2002  PID         -  CP2002
 CP2002  STATE/COUNTY-  LA/FRANKLIN
 CP2002  USGS QUAD   -  GILBERT (1983)
 CP2002
 CP2002                         *CURRENT SURVEY CONTROL
 CP2002  ___________________________________________________________________
 CP2002* NAD 83(1986)-  32 04 07.     (N)    091 38 38.     (W)     SCALED    
 CP2002* NAVD 88     -        22.80   (+/-2cm)      74.8    (feet)  VERTCON   
 CP2002  ___________________________________________________________________
 CP2002  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP2002
 CP2002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2002
 CP2002.The horizontal coordinates were scaled from a topographic map and have
 CP2002.an estimated accuracy of +/- 6 seconds.
 CP2002
 CP2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2002.The vertical order pertains to the NGVD 29 superseded value.
 CP2002
 CP2002.The geoid height was determined by GEOID03.
 CP2002
 CP2002;                    North         East    Units  Estimated Accuracy
 CP2002;SPC LA N     -   174,240.    1,080,830.      MT  (+/- 180 meters Scaled)
 CP2002
 CP2002                          SUPERSEDED SURVEY CONTROL
 CP2002
 CP2002  NGVD 29 (??/??/92)   22.817  (m)           74.86   (f) ADJ UNCH    2 0
 CP2002
 CP2002.Superseded values are not recommended for survey control.
 CP2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2002.See file dsdata.txt to determine how the superseded data were derived.
 CP2002
 CP2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR280488(NAD 83)
 CP2002_MARKER: DB = BENCH MARK DISK
 CP2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2002_STAMPING: 21V48-1969
 CP2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2002+STABILITY: SURFACE MOTION
 CP2002
 CP2002  HISTORY     - Date     Condition        Report By
 CP2002  HISTORY     - 1969     MONUMENTED       LADH
 CP2002
 CP2002                          STATION DESCRIPTION
 CP2002
 CP2002'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2002'2.25 MI NE FROM GILBERT.
 CP2002'ABOUT 2.25 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE HIGH
 CP2002'SCHOOL BUILDING IN GILBERT.  THENCE EAST ALONG HANNA STREET 0.25 MILE
 CP2002'ACROSS LOUISIANA HIGHWAY 15 AND MISSOURI PACIFIC RAILROAD TRACK, TO
 CP2002'THE INTERSECTION OF LEE STREET.  THENCE NORTH ALONG LEE STREET 0.15
 CP2002'MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 128.  THENCE NORTHEAST
 CP2002'ALONG LOUISIANA HIGHWAY 128, 1.85 MILES TO THE MARK.  IT IS 193.0 FEET
 CP2002'EAST OF THE CENTERLINE OF A PARISH GRAVEL ROAD, 66.0 FEET NORTH OF THE
 CP2002'CENTERLINE OF LOUISIANA HIGHWAY 128, 4.0 FEET NORTH OF A 18 INCH RED
 CP2002'OAK.  SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 CP2002'A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2003 ***********************************************************************
 CP2003  DESIGNATION -  21 V 49
 CP2003  PID         -  CP2003
 CP2003  STATE/COUNTY-  LA/FRANKLIN
 CP2003  USGS QUAD   -  GILBERT (1983)
 CP2003
 CP2003                         *CURRENT SURVEY CONTROL
 CP2003  ___________________________________________________________________
 CP2003* NAD 83(1986)-  32 04 15.     (N)    091 37 42.     (W)     SCALED    
 CP2003* NAVD 88     -        23.13   (+/-2cm)      75.9    (feet)  VERTCON   
 CP2003  ___________________________________________________________________
 CP2003  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP2003
 CP2003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2003
 CP2003.The horizontal coordinates were scaled from a topographic map and have
 CP2003.an estimated accuracy of +/- 6 seconds.
 CP2003
 CP2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2003.The vertical order pertains to the NGVD 29 superseded value.
 CP2003
 CP2003.The geoid height was determined by GEOID03.
 CP2003
 CP2003;                    North         East    Units  Estimated Accuracy
 CP2003;SPC LA N     -   174,500.    1,082,300.      MT  (+/- 180 meters Scaled)
 CP2003
 CP2003                          SUPERSEDED SURVEY CONTROL
 CP2003
 CP2003  NGVD 29 (??/??/92)   23.144  (m)           75.93   (f) ADJ UNCH    2 0
 CP2003
 CP2003.Superseded values are not recommended for survey control.
 CP2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2003.See file dsdata.txt to determine how the superseded data were derived.
 CP2003
 CP2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR294491(NAD 83)
 CP2003_MARKER: DB = BENCH MARK DISK
 CP2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2003_STAMPING: 21V49-1969
 CP2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2003+STABILITY: SURFACE MOTION
 CP2003
 CP2003  HISTORY     - Date     Condition        Report By
 CP2003  HISTORY     - 1969     MONUMENTED       LADH
 CP2003
 CP2003                          STATION DESCRIPTION
 CP2003
 CP2003'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2003'3.10 MI NE FROM GILBERT.
 CP2003'ABOUT 3.10 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE HIGH
 CP2003'SCHOOL BUILDING IN GILBERT.  THENCE EAST ALONG HANNA STREET 0.25 MILE
 CP2003'ACROSS LOUISIANA HIGHWAY 15 AND MISSOURI PACIFIC RAILROAD TRACK TO THE
 CP2003'INTERSECTION OF LEE STREET.  THENCE NORTH ALONG LEE STREET 0.15 MILE
 CP2003'TO THE INTERSECTION OF LOUISIANA HIGHWAY 128.  THENCE NORTHEAST ALONG
 CP2003'LOUISIANA HIGHWAY 128, 2.70 MILES TO THE MARK.  IT IS 216.0 FEET SOUTH
 CP2003'OF THE CENTERLINE OF LOUISIANA HIGHWAY 128, 110.0 FEET EAST OF THE
 CP2003'SOUTHEAST CORNER OF OLD MACADONIA BAPTIST CHURCH, 66.0 FEET WEST OF
 CP2003'THE CENTERLINE OF A DIRT ROAD, 8.0 FEET WEST OF A 24 INCH ELM TREE.
 CP2003'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. A
 CP2003'STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1995 ***********************************************************************
 CP1995  DESIGNATION -  21 V 5
 CP1995  PID         -  CP1995
 CP1995  STATE/COUNTY-  LA/FRANKLIN
 CP1995  USGS QUAD   -  GILBERT (1983)
 CP1995
 CP1995                         *CURRENT SURVEY CONTROL
 CP1995  ___________________________________________________________________
 CP1995* NAD 83(1986)-  32 02 03.     (N)    091 43 42.     (W)     SCALED    
 CP1995* NAVD 88     -        20.21   (+/-2cm)      66.3    (feet)  VERTCON   
 CP1995  ___________________________________________________________________
 CP1995  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CP1995
 CP1995  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1995
 CP1995.The horizontal coordinates were scaled from a topographic map and have
 CP1995.an estimated accuracy of +/- 6 seconds.
 CP1995
 CP1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1995.The vertical order pertains to the NGVD 29 superseded value.
 CP1995
 CP1995.The geoid height was determined by GEOID03.
 CP1995
 CP1995;                    North         East    Units  Estimated Accuracy
 CP1995;SPC LA N     -   170,360.    1,072,880.      MT  (+/- 180 meters Scaled)
 CP1995
 CP1995                          SUPERSEDED SURVEY CONTROL
 CP1995
 CP1995  NGVD 29 (??/??/92)   20.227  (m)           66.36   (f) ADJ UNCH    2 0
 CP1995
 CP1995.Superseded values are not recommended for survey control.
 CP1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1995.See file dsdata.txt to determine how the superseded data were derived.
 CP1995
 CP1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR200449(NAD 83)
 CP1995_MARKER: DB = BENCH MARK DISK
 CP1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1995_STAMPING: 21V5 1969
 CP1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1995+STABILITY: SURFACE MOTION
 CP1995
 CP1995  HISTORY     - Date     Condition        Report By
 CP1995  HISTORY     - 1969     MONUMENTED       LADH
 CP1995
 CP1995                          STATION DESCRIPTION
 CP1995
 CP1995'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP1995'5.40 MI E FROM FT NECESSITY.
 CP1995'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP1995'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND 128.
 CP1995'THENCE ABOUT 4.20 MILES EAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1995'MARKER.  IT IS 68.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP1995'128, 0.7 FOOT EAST OF A MESH WIRE FENCE, 27.0 FEET NORTH OF A FENCE
 CP1995'CORNER, 235.0 FEET EAST FROM A GRAVEL DRIVE TO THE HARRIS RESIDENCE.
 CP1995'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A
 CP1995'STEEL WITNESS POST IS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2004 ***********************************************************************
 CP2004  DESIGNATION -  21 V 50
 CP2004  PID         -  CP2004
 CP2004  STATE/COUNTY-  LA/FRANKLIN
 CP2004  USGS QUAD   -  COMO (1983)
 CP2004
 CP2004                         *CURRENT SURVEY CONTROL
 CP2004  ___________________________________________________________________
 CP2004* NAD 83(1986)-  32 04 44.     (N)    091 37 07.     (W)     SCALED    
 CP2004* NAVD 88     -        23.40   (+/-2cm)      76.8    (feet)  VERTCON   
 CP2004  ___________________________________________________________________
 CP2004  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2004
 CP2004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2004
 CP2004.The horizontal coordinates were scaled from a topographic map and have
 CP2004.an estimated accuracy of +/- 6 seconds.
 CP2004
 CP2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2004.The vertical order pertains to the NGVD 29 superseded value.
 CP2004
 CP2004.The geoid height was determined by GEOID03.
 CP2004
 CP2004;                    North         East    Units  Estimated Accuracy
 CP2004;SPC LA N     -   175,400.    1,083,210.      MT  (+/- 180 meters Scaled)
 CP2004
 CP2004                          SUPERSEDED SURVEY CONTROL
 CP2004
 CP2004  NGVD 29 (??/??/92)   23.419  (m)           76.83   (f) ADJ UNCH    2 0
 CP2004
 CP2004.Superseded values are not recommended for survey control.
 CP2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2004.See file dsdata.txt to determine how the superseded data were derived.
 CP2004
 CP2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR303500(NAD 83)
 CP2004_MARKER: DB = BENCH MARK DISK
 CP2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2004_STAMPING: 21V50-1969
 CP2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2004+STABILITY: SURFACE MOTION
 CP2004
 CP2004  HISTORY     - Date     Condition        Report By
 CP2004  HISTORY     - 1969     MONUMENTED       LADH
 CP2004
 CP2004                          STATION DESCRIPTION
 CP2004
 CP2004'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2004'3.95 MI NE FROM GILBERT.
 CP2004'ABOUT 3.95 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128, FROM THE HIGH
 CP2004'SCHOOL BUILDING IN GILBERT.  THENCE EAST ALONG HANNA STREET 0.25 MILE
 CP2004'ACROSS LOUISIANA HIGHWAY 15 AND MISSOURI PACIFIC RAILROAD TRACK TO THE
 CP2004'INTERSECTION OF LEE STREET.  THENCE NORTH ALONG LEE STREET 0.15 MILE
 CP2004'TO THE INTERSECTION OF LOUISIANA HIGHWAY 128.  THENCE NORTHEAST ALONG
 CP2004'LOUISIANA HIGHWAY 128, 3.55 MILES TO THE MARK.  IT IS 58.0 FEET WEST
 CP2004'OF THE CENTERLINE OF LOUISIANA HIGHWAY 128, 136.0 FEET NORTHEAST OF A
 CP2004'POWER POLE, 23.0 FEET WEST OF A FENCE CORNER, 66.0 FEET EAST OF THE
 CP2004'NORTHEAST CORNER OF A FRAME RESIDENCE BELONGING TO JOHN ROSS, 119.0
 CP2004'FEET NORTH OF A GRAVEL DRIVEWAY.  SET IN TOP OF A CONCRETE POST
 CP2004'PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 22.5
 CP2004'FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2005 ***********************************************************************
 CP2005  DESIGNATION -  21 V 51
 CP2005  PID         -  CP2005
 CP2005  STATE/COUNTY-  LA/FRANKLIN
 CP2005  USGS QUAD   -  COMO (1983)
 CP2005
 CP2005                         *CURRENT SURVEY CONTROL
 CP2005  ___________________________________________________________________
 CP2005* NAD 83(1986)-  32 05 15.     (N)    091 36 41.     (W)     SCALED    
 CP2005* NAVD 88     -        23.09   (+/-2cm)      75.8    (feet)  VERTCON   
 CP2005  ___________________________________________________________________
 CP2005  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP2005
 CP2005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2005
 CP2005.The horizontal coordinates were scaled from a topographic map and have
 CP2005.an estimated accuracy of +/- 6 seconds.
 CP2005
 CP2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2005.The vertical order pertains to the NGVD 29 superseded value.
 CP2005
 CP2005.The geoid height was determined by GEOID03.
 CP2005
 CP2005;                    North         East    Units  Estimated Accuracy
 CP2005;SPC LA N     -   176,360.    1,083,880.      MT  (+/- 180 meters Scaled)
 CP2005
 CP2005                          SUPERSEDED SURVEY CONTROL
 CP2005
 CP2005  NGVD 29 (??/??/92)   23.106  (m)           75.81   (f) ADJ UNCH    2 0
 CP2005
 CP2005.Superseded values are not recommended for survey control.
 CP2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2005.See file dsdata.txt to determine how the superseded data were derived.
 CP2005
 CP2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR310509(NAD 83)
 CP2005_MARKER: DB = BENCH MARK DISK
 CP2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2005_STAMPING: 21V56 - 1969
 CP2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2005+STABILITY: SURFACE MOTION
 CP2005
 CP2005  HISTORY     - Date     Condition        Report By
 CP2005  HISTORY     - 1969     MONUMENTED       LADH
 CP2005
 CP2005                          STATION DESCRIPTION
 CP2005
 CP2005'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2005'4.65 MI NE FROM GILBERT.
 CP2005'ABOUT 4.65 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE HIGH
 CP2005'SCHOOL BUILDING IN GILBERT.  THENCE EAST ALONG HANNA STREET 0.25 MILE
 CP2005'ACROSS LOUISIANA HIGHWAY 15 AND MISSOURI PACIFIC RAILROAD TRACK TO THE
 CP2005'INTERSECTION OF LEE STREET.  THENCE NORTH 0.15 MILE ALONG LEE STREET
 CP2005'TO THE INTERSECTION OF LOUISIANA HIGHWAY 128.  THENCE NORTHEAST ALONG
 CP2005'LOUISIANA HIGHWAY 128, 4.25 MILES TO THE MARK.  IT IS 66.5 FEET WEST
 CP2005'OF THE CENTERLINE OF LOUISIANA HIGHWAY 128, 53.0 FEET NORTH OF A
 CP2005'GRAVEL ROAD, 75.2 FEET NORTH OF A POWER POLE, 64.5 FEET SOUTH OF A
 CP2005'FENCE CORNER.  SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 CP2005'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2008 ***********************************************************************
 CP2008  DESIGNATION -  21 V 52
 CP2008  PID         -  CP2008
 CP2008  STATE/COUNTY-  LA/FRANKLIN
 CP2008  USGS QUAD   -  CROWVILLE (1983)
 CP2008
 CP2008                         *CURRENT SURVEY CONTROL
 CP2008  ___________________________________________________________________
 CP2008* NAD 83(1992)-  32 08 28.31694(N)    091 36 24.16190(W)     ADJUSTED  
 CP2008* NAVD 88     -        27.73   (+/-2cm)      91.0    (feet)  VERTCON   
 CP2008  ___________________________________________________________________
 CP2008  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CP2008  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2008
 CP2008  HORZ ORDER  -  SECOND
 CP2008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2008
 CP2008.The horizontal coordinates were established by classical geodetic methods
 CP2008.and adjusted by the National Geodetic Survey in May 1994..
 CP2008
 CP2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2008.The vertical order pertains to the NGVD 29 superseded value.
 CP2008
 CP2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2008
 CP2008.The geoid height was determined by GEOID03.
 CP2008
 CP2008;                    North         East     Units Scale Factor Converg.
 CP2008;SPC LA N     -   182,315.773 1,084,272.509   MT  0.99992232   +0 28 20.2
 CP2008;SPC LA N     -   598,147.67  3,557,317.39   sFT  0.99992232   +0 28 20.2
 CP2008;UTM  15      - 3,556,936.843   631,407.115   MT  0.99981295   +0 44 28.8
 CP2008
 CP2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2008!SPC LA N     -   0.99999977  x   0.99992232  =   0.99992209
 CP2008!UTM  15      -   0.99999977  x   0.99981295  =   0.99981272
 CP2008
 CP2008                          SUPERSEDED SURVEY CONTROL
 CP2008
 CP2008  NAD 83(1992)-  32 08 28.31855(N)    091 36 24.16135(W) AD(       ) 2
 CP2008  NAD 83(1986)-  32 08 28.32993(N)    091 36 24.15660(W) AD(       ) 2
 CP2008  NAD 27      -  32 08 27.78076(N)    091 36 23.71580(W) AD(       ) 2
 CP2008  NGVD 29 (??/??/92)   27.748  (m)           91.04   (f) ADJ UNCH    2 0
 CP2008
 CP2008.Superseded values are not recommended for survey control.
 CP2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2008.See file dsdata.txt to determine how the superseded data were derived.
 CP2008
 CP2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3140756937(NAD 83)
 CP2008_MARKER: DB = BENCH MARK DISK
 CP2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2008_STAMPING: 21V52 1969
 CP2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2008+STABILITY: SURFACE MOTION
 CP2008
 CP2008  HISTORY     - Date     Condition        Report By
 CP2008  HISTORY     - 1969     MONUMENTED       LADH
 CP2008  HISTORY     - 1971     GOOD             LADTD
 CP2008
 CP2008                          STATION DESCRIPTION
 CP2008
 CP2008'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2008'7.45 MI S FROM CROWVILLE.
 CP2008'ABOUT 7.45 MILES SOUTH ALONG LOUISIANA HIGHWAY 578 FROM THE POST
 CP2008'OFFICE IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17,
 CP2008'0.35 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH
 CP2008'ALONG LOUISIANA HIGHWAY 578, 7.15 MILES TO THE MARK.  IT IS 70.0 FEET
 CP2008'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 578, 32.0 FEET WEST OF A
 CP2008'FENCE CORNER, 56.0 FEET SOUTH OF A POWER POLE WITH GUY WIRE AND
 CP2008'TRANSFORMER, 50.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD
 CP2008'FRAME TENNANT RESIDENCE BELONGING TO G.C. FLINT.  SET IN TOP OF A
 CP2008'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP2008'IS SET 1.0 FOOT EAST OF THE MARK.  NOTE-- IT IS 0.95 MILE NORTH OF
 CP2008'BENCH MARK F 247 1966.
 CP2008
 CP2008                          STATION RECOVERY (1971)
 CP2008
 CP2008'RECOVERY NOTE BY LA TRANSP AND DEV 1971 (WWS)
 CP2008'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4,15
 CP2008'AND 17 IN THE NORTH EDGE OF WINNSBORO, GO EAST ON HIGHWAYS 4 AND
 CP2008'17 FOR 0.55 MILE TO THE FRANKLIN PARISH COURT HOUSE ON THE
 CP2008'LEFT.  CONTINUE EASTERLY ON HIGHWAYS 4 AND 17 FOR 0.95 MILE TO
 CP2008'THE JUNCTION OF 4 AND 17, CONTINUE EAST ON STATE HIGHWAY 4
 CP2008'FOR 3.4 MILES TO THE JUNCTION WITH 863 AT FORKS, TAKE LEFT FORK
 CP2008'AND GO NORTHEAST ON STATE HIGHWAY 863 FOR 2.35 MILES TO
 CP2008'JUNCTION WITH STATE HIGHWAY 578.  TURN RIGHT AND GO SOUTHERLY
 CP2008'ON STATE HIGHWAY 578 FOR 0.85 MILE TO BENCH MARK 21 V 52 USC
 CP2008'AND GS (LDH) ON THE RIGHT, WEST SIDE OF ROAD.  AS DESCRIBED.
 CP2008'
 CP2008'BENCH MARK 21 V 52 USC AND GS (LDH), A LOUISIANA DEPARTMENT
 CP2008'OF HIGHWAYS STATION MARK DISK STAMPED 21 V 52 1969, IS SET IN
 CP2008'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2008'PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT IS 69.5 FEET
 CP2008'WEST OF THE CENTERLINE OF STATE HIGHWAY 578, 50 FEET SOUTHEAST
 CP2008'OF THE SOUTHEAST CORNER OF SMALL HOUSE AND 1.2 FEET WEST OF
 CP2008'METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2009 ***********************************************************************
 CP2009  DESIGNATION -  21 V 53
 CP2009  PID         -  CP2009
 CP2009  STATE/COUNTY-  LA/FRANKLIN
 CP2009  USGS QUAD   -  CROWVILLE (1983)
 CP2009
 CP2009                         *CURRENT SURVEY CONTROL
 CP2009  ___________________________________________________________________
 CP2009* NAD 83(1986)-  32 09 08.     (N)    091 36 13.     (W)     SCALED    
 CP2009* NAVD 88     -        27.03   (+/-2cm)      88.7    (feet)  VERTCON   
 CP2009  ___________________________________________________________________
 CP2009  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2009
 CP2009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2009
 CP2009.The horizontal coordinates were scaled from a topographic map and have
 CP2009.an estimated accuracy of +/- 6 seconds.
 CP2009
 CP2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2009.The vertical order pertains to the NGVD 29 superseded value.
 CP2009
 CP2009.The geoid height was determined by GEOID03.
 CP2009
 CP2009;                    North         East    Units  Estimated Accuracy
 CP2009;SPC LA N     -   183,540.    1,084,560.      MT  (+/- 180 meters Scaled)
 CP2009
 CP2009                          SUPERSEDED SURVEY CONTROL
 CP2009
 CP2009  NGVD 29 (??/??/92)   27.042  (m)           88.72   (f) ADJ UNCH    2 0
 CP2009
 CP2009.Superseded values are not recommended for survey control.
 CP2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2009.See file dsdata.txt to determine how the superseded data were derived.
 CP2009
 CP2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR316581(NAD 83)
 CP2009_MARKER: DB = BENCH MARK DISK
 CP2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2009_STAMPING: 21V53 1969
 CP2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2009+STABILITY: SURFACE MOTION
 CP2009
 CP2009  HISTORY     - Date     Condition        Report By
 CP2009  HISTORY     - 1969     MONUMENTED       LADH
 CP2009
 CP2009                          STATION DESCRIPTION
 CP2009
 CP2009'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2009'6.65 MI S FROM CROWVILLE.
 CP2009'ABOUT 6.65 MILES SOUTH ALONG LOUISIANA HIGHWAY 578 FROM THE POST
 CP2009'OFFICE IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17,
 CP2009'0.35 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH
 CP2009'ALONG LOUISIANA HIGHWAY 578, 6.30 MILES TO THE MARK.  IT IS 56.0 FEET
 CP2009'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 578, 7.0 FEET NORTH OF A
 CP2009'POWER POLE WITH TRANSFORMER, 90.0 FEET SOUTHWEST OF THE SOUTHWEST
 CP2009'CORNER OF AUGUSTA BAPTIST CHURCH, 177.0 FEET SOUTH OF THE CENTERLINE
 CP2009'OF A PARISH GRAVEL ROAD, 182.0 FEET SOUTHEAST OF THE INTERSECTION OF
 CP2009'LOUISIANA HIGHWAYS 578 AND 863.  SET IN TOP OF A CONCRETE POST
 CP2009'PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2009'FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2010 ***********************************************************************
 CP2010  DESIGNATION -  21 V 54
 CP2010  PID         -  CP2010
 CP2010  STATE/COUNTY-  LA/FRANKLIN
 CP2010  USGS QUAD   -  CROWVILLE (1983)
 CP2010
 CP2010                         *CURRENT SURVEY CONTROL
 CP2010  ___________________________________________________________________
 CP2010* NAD 83(1986)-  32 10 03.     (N)    091 36 15.     (W)     SCALED    
 CP2010* NAVD 88     -        29.01   (+/-2cm)      95.2    (feet)  VERTCON   
 CP2010  ___________________________________________________________________
 CP2010  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2010
 CP2010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2010
 CP2010.The horizontal coordinates were scaled from a topographic map and have
 CP2010.an estimated accuracy of +/- 6 seconds.
 CP2010
 CP2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2010.The vertical order pertains to the NGVD 29 superseded value.
 CP2010
 CP2010.The geoid height was determined by GEOID03.
 CP2010
 CP2010;                    North         East    Units  Estimated Accuracy
 CP2010;SPC LA N     -   185,230.    1,084,490.      MT  (+/- 180 meters Scaled)
 CP2010
 CP2010                          SUPERSEDED SURVEY CONTROL
 CP2010
 CP2010  NGVD 29 (??/??/92)   29.022  (m)           95.22   (f) ADJ UNCH    2 0
 CP2010
 CP2010.Superseded values are not recommended for survey control.
 CP2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2010.See file dsdata.txt to determine how the superseded data were derived.
 CP2010
 CP2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR316598(NAD 83)
 CP2010_MARKER: DB = BENCH MARK DISK
 CP2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2010_STAMPING: 21V54-1969
 CP2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2010+STABILITY: SURFACE MOTION
 CP2010
 CP2010  HISTORY     - Date     Condition        Report By
 CP2010  HISTORY     - 1969     MONUMENTED       LADH
 CP2010
 CP2010                          STATION DESCRIPTION
 CP2010
 CP2010'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2010'5.60 MI S FROM CROWVILLE.
 CP2010'ABOUT 5.60 MILES SOUTH ALONG LOUISIANA 578 FROM THE POST OFFICE IN
 CP2010'CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17, 0.35 MILE TO
 CP2010'THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH ALONG
 CP2010'LOUISIANA HIGHWAY 578, 5.25 MILES TO THE MARK.  IT IS 51.5 FEET WEST
 CP2010'OF CENTERLINE OF LOUISIANA HIGHWAY 578, 23.5 FEET WEST OF A FENCE
 CP2010'CORNER, 14.0 FEET WEST OF A POWER POLE WITH 2 GUY WIRES, 46.0 FEET
 CP2010'SOUTH OF A GRAVEL DRIVE, 66.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CP2010'OF A BRICK RESIDENCE BELONGING TO JAMES REEVES.  SET IN TOP OF A
 CP2010'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP2010'IS SET 1.5 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2011 ***********************************************************************
 CP2011  DESIGNATION -  21 V 55
 CP2011  PID         -  CP2011
 CP2011  STATE/COUNTY-  LA/FRANKLIN
 CP2011  USGS QUAD   -  CROWVILLE (1983)
 CP2011
 CP2011                         *CURRENT SURVEY CONTROL
 CP2011  ___________________________________________________________________
 CP2011* NAD 83(1986)-  32 10 43.     (N)    091 36 14.     (W)     SCALED    
 CP2011* NAVD 88     -        28.57   (+/-2cm)      93.7    (feet)  VERTCON   
 CP2011  ___________________________________________________________________
 CP2011  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2011
 CP2011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2011
 CP2011.The horizontal coordinates were scaled from a topographic map and have
 CP2011.an estimated accuracy of +/- 6 seconds.
 CP2011
 CP2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2011.The vertical order pertains to the NGVD 29 superseded value.
 CP2011
 CP2011.The geoid height was determined by GEOID03.
 CP2011
 CP2011;                    North         East    Units  Estimated Accuracy
 CP2011;SPC LA N     -   186,470.    1,084,500.      MT  (+/- 180 meters Scaled)
 CP2011
 CP2011                          SUPERSEDED SURVEY CONTROL
 CP2011
 CP2011  NGVD 29 (??/??/92)   28.581  (m)           93.77   (f) ADJ UNCH    2 0
 CP2011
 CP2011.Superseded values are not recommended for survey control.
 CP2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2011.See file dsdata.txt to determine how the superseded data were derived.
 CP2011
 CP2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR316610(NAD 83)
 CP2011_MARKER: DB = BENCH MARK DISK
 CP2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2011_STAMPING: 21V55-1969
 CP2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2011+STABILITY: SURFACE MOTION
 CP2011
 CP2011  HISTORY     - Date     Condition        Report By
 CP2011  HISTORY     - 1969     MONUMENTED       LADH
 CP2011
 CP2011                          STATION DESCRIPTION
 CP2011
 CP2011'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2011'4.85 MI S FROM CROWVILLE.
 CP2011'ABOUT 4.85 MILES SOUTH ALONG LOUISIANA HIGHWAY 578 FROM THE POST
 CP2011'OFFICE IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17,
 CP2011'0.35 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH
 CP2011'ALONG LOUISIANA HIGHWAY 578, 4.50 MILES TO THE MARK.  IT IS 126.0 FEET
 CP2011'WEST OF CENTERLINE OF LOUISIANA HIGHWAY 578, 91.0 FEET SOUTHWEST OF A
 CP2011'POWER POLE ON PROPERTY BELONGING TO LOUIS LOWENTRITT, 14.0 FEET SOUTH
 CP2011'OF A DIRT ROAD.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CP2011'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2012 ***********************************************************************
 CP2012  DESIGNATION -  21 V 56
 CP2012  PID         -  CP2012
 CP2012  STATE/COUNTY-  LA/FRANKLIN
 CP2012  USGS QUAD   -  CROWVILLE (1983)
 CP2012
 CP2012                         *CURRENT SURVEY CONTROL
 CP2012  ___________________________________________________________________
 CP2012* NAD 83(1986)-  32 11 39.     (N)    091 36 10.     (W)     SCALED    
 CP2012* NAVD 88     -        27.79   (+/-2cm)      91.2    (feet)  VERTCON   
 CP2012  ___________________________________________________________________
 CP2012  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2012
 CP2012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2012
 CP2012.The horizontal coordinates were scaled from a topographic map and have
 CP2012.an estimated accuracy of +/- 6 seconds.
 CP2012
 CP2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2012.The vertical order pertains to the NGVD 29 superseded value.
 CP2012
 CP2012.The geoid height was determined by GEOID03.
 CP2012
 CP2012;                    North         East    Units  Estimated Accuracy
 CP2012;SPC LA N     -   188,190.    1,084,600.      MT  (+/- 180 meters Scaled)
 CP2012
 CP2012                          SUPERSEDED SURVEY CONTROL
 CP2012
 CP2012  NGVD 29 (??/??/92)   27.803  (m)           91.22   (f) ADJ UNCH    2 0
 CP2012
 CP2012.Superseded values are not recommended for survey control.
 CP2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2012.See file dsdata.txt to determine how the superseded data were derived.
 CP2012
 CP2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR317628(NAD 83)
 CP2012_MARKER: DB = BENCH MARK DISK
 CP2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2012_STAMPING: 21V56-1969
 CP2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2012+STABILITY: SURFACE MOTION
 CP2012
 CP2012  HISTORY     - Date     Condition        Report By
 CP2012  HISTORY     - 1969     MONUMENTED       LADH
 CP2012
 CP2012                          STATION DESCRIPTION
 CP2012
 CP2012'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2012'3.75 MI S FROM CROWVILLE.
 CP2012'ABOUT 3.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 578 FROM THE POST
 CP2012'OFFICE IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17,
 CP2012'0.35 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH
 CP2012'ALONG LOUISIANA HIGHWAY 578, 3.40 MILES TO THE MARK.  IT IS 61.6 FEET
 CP2012'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 578, 7.0 FEET SOUTHWEST OF
 CP2012'SOUTHEAST CORNER OF AN ABANDONED STORE BUILDING, 85.0 FEET NORTHWEST
 CP2012'OF A GUY POLE WITH ONE GUY WIRE ON PROPERTY BELONGING TO BAKER ESTATE.
 CP2012'SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. A
 CP2012'STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2013 ***********************************************************************
 CP2013  DESIGNATION -  21 V 57
 CP2013  PID         -  CP2013
 CP2013  STATE/COUNTY-  LA/FRANKLIN
 CP2013  USGS QUAD   -  CROWVILLE (1983)
 CP2013
 CP2013                         *CURRENT SURVEY CONTROL
 CP2013  ___________________________________________________________________
 CP2013* NAD 83(1986)-  32 12 20.     (N)    091 35 54.     (W)     SCALED    
 CP2013* NAVD 88     -        27.64   (+/-2cm)      90.7    (feet)  VERTCON   
 CP2013  ___________________________________________________________________
 CP2013  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2013
 CP2013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2013
 CP2013.The horizontal coordinates were scaled from a topographic map and have
 CP2013.an estimated accuracy of +/- 6 seconds.
 CP2013
 CP2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2013.The vertical order pertains to the NGVD 29 superseded value.
 CP2013
 CP2013.The geoid height was determined by GEOID03.
 CP2013
 CP2013;                    North         East    Units  Estimated Accuracy
 CP2013;SPC LA N     -   189,460.    1,085,000.      MT  (+/- 180 meters Scaled)
 CP2013
 CP2013                          SUPERSEDED SURVEY CONTROL
 CP2013
 CP2013  NGVD 29 (??/??/92)   27.660  (m)           90.75   (f) ADJ UNCH    2 0
 CP2013
 CP2013.Superseded values are not recommended for survey control.
 CP2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2013.See file dsdata.txt to determine how the superseded data were derived.
 CP2013
 CP2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR321640(NAD 83)
 CP2013_MARKER: DB = BENCH MARK DISK
 CP2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2013_STAMPING: 21V57-1969
 CP2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2013+STABILITY: SURFACE MOTION
 CP2013
 CP2013  HISTORY     - Date     Condition        Report By
 CP2013  HISTORY     - 1969     MONUMENTED       LADH
 CP2013
 CP2013                          STATION DESCRIPTION
 CP2013
 CP2013'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2013'2.90 MI S FROM CROWVILLE.
 CP2013'ABOUT 2.90 MILES SOUTH ALONG LOUISIANA HIGHWAY 578 FROM THE POST
 CP2013'OFFICE IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17,
 CP2013'0.35 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH
 CP2013'ALONG LOUISIANA HIGHWAY 578, 2.55 MILES TO THE MARK.  IT IS 69.0 FEET
 CP2013'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 578, 33.0 FEET EAST OF A
 CP2013'FENCE CORNER, 41.0 FEET SOUTHEAST OF A POWER POLE WITH LIGHT, 63.8
 CP2013'FEET SOUTHWEST OF SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING
 CP2013'TO DENNIS EZELL.  SET IN TOP OF A CONCRETE POST PROJECTING 7 INCHES
 CP2013'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2014 ***********************************************************************
 CP2014  DESIGNATION -  21 V 58
 CP2014  PID         -  CP2014
 CP2014  STATE/COUNTY-  LA/FRANKLIN
 CP2014  USGS QUAD   -  CROWVILLE (1983)
 CP2014
 CP2014                         *CURRENT SURVEY CONTROL
 CP2014  ___________________________________________________________________
 CP2014* NAD 83(1986)-  32 13 09.     (N)    091 35 34.     (W)     SCALED    
 CP2014* NAVD 88     -        27.99   (+/-2cm)      91.8    (feet)  VERTCON   
 CP2014  ___________________________________________________________________
 CP2014  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2014
 CP2014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2014
 CP2014.The horizontal coordinates were scaled from a topographic map and have
 CP2014.an estimated accuracy of +/- 6 seconds.
 CP2014
 CP2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2014.The vertical order pertains to the NGVD 29 superseded value.
 CP2014
 CP2014.The geoid height was determined by GEOID03.
 CP2014
 CP2014;                    North         East    Units  Estimated Accuracy
 CP2014;SPC LA N     -   190,970.    1,085,520.      MT  (+/- 180 meters Scaled)
 CP2014
 CP2014                          SUPERSEDED SURVEY CONTROL
 CP2014
 CP2014  NGVD 29 (??/??/92)   28.004  (m)           91.88   (f) ADJ UNCH    2 0
 CP2014
 CP2014.Superseded values are not recommended for survey control.
 CP2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2014.See file dsdata.txt to determine how the superseded data were derived.
 CP2014
 CP2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR326655(NAD 83)
 CP2014_MARKER: DB = BENCH MARK DISK
 CP2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2014_STAMPING: 21V59-1969
 CP2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2014+STABILITY: SURFACE MOTION
 CP2014
 CP2014  HISTORY     - Date     Condition        Report By
 CP2014  HISTORY     - 1969     MONUMENTED       LADH
 CP2014
 CP2014                          STATION DESCRIPTION
 CP2014
 CP2014'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP2014'2.00 MI S FROM CROWVILLE.
 CP2014'ABOUT 2.00 MILES SOUTH ALONG LOUISIANA HIGHWAY 578 FROM THE POST
 CP2014'OFFICE IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17,
 CP2014'0.35 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH
 CP2014'ALONG LOUISIANA HIGHWAY 578, 1.65 MILES TO THE MARK.  IT IS 51.6 FEET
 CP2014'EAST OF THE CENTERLINE OF LOUISIANA 578, 31.0 FEET NORTH OF A POWER
 CP2014'POLE 95.0 FEET NORTHEAST OF THE INTERSECTION OF LOUISIANA HIGHWAY 578
 CP2014'AND 555, 23.8 FEET NORTH OF A FENCE CORNER, SET IN TOP OF A CONCRETE
 CP2014'POST PROJECTING 6 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET
 CP2014'1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2015 ***********************************************************************
 CP2015  DESIGNATION -  21 V 59
 CP2015  PID         -  CP2015
 CP2015  STATE/COUNTY-  LA/FRANKLIN
 CP2015  USGS QUAD   -  CROWVILLE (1983)
 CP2015
 CP2015                         *CURRENT SURVEY CONTROL
 CP2015  ___________________________________________________________________
 CP2015* NAD 83(1986)-  32 13 54.     (N)    091 35 27.     (W)     SCALED    
 CP2015* NAVD 88     -        27.29   (+/-2cm)      89.5    (feet)  VERTCON   
 CP2015  ___________________________________________________________________
 CP2015  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2015
 CP2015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2015
 CP2015.The horizontal coordinates were scaled from a topographic map and have
 CP2015.an estimated accuracy of +/- 6 seconds.
 CP2015
 CP2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2015.The vertical order pertains to the NGVD 29 superseded value.
 CP2015
 CP2015.The geoid height was determined by GEOID03.
 CP2015
 CP2015;                    North         East    Units  Estimated Accuracy
 CP2015;SPC LA N     -   192,360.    1,085,690.      MT  (+/- 180 meters Scaled)
 CP2015
 CP2015                          SUPERSEDED SURVEY CONTROL
 CP2015
 CP2015  NGVD 29 (??/??/92)   27.310  (m)           89.60   (f) ADJ UNCH    2 0
 CP2015
 CP2015.Superseded values are not recommended for survey control.
 CP2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2015.See file dsdata.txt to determine how the superseded data were derived.
 CP2015
 CP2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR327669(NAD 83)
 CP2015_MARKER: DB = BENCH MARK DISK
 CP2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2015_STAMPING: 21V59-1969
 CP2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2015+STABILITY: SURFACE MOTION
 CP2015
 CP2015  HISTORY     - Date     Condition        Report By
 CP2015  HISTORY     - 1969     MONUMENTED       LADH
 CP2015  HISTORY     - 1970     GOOD             LADTD
 CP2015
 CP2015                          STATION DESCRIPTION
 CP2015
 CP2015'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2015'1.05 MI S FROM CROWVILLE.
 CP2015'ABOUT 1.05 MILES SOUTH ALONG LOUISIANA HIGHWAY 578 FROM THE POST
 CP2015'OFFICE IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17,
 CP2015'0.35 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH
 CP2015'ALONG LOUISIANA HIGHWAY 578, 0.70 MILE TO THE MARK.  IT IS 61.0 FEET
 CP2015'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 578, 23.6 FEET EAST OF A
 CP2015'FENCE CORNER, 76.0 FEET SOUTH OF A GRAVEL DRIVEWAY, 97.3 FEET SOUTH OF
 CP2015'A POWER POLE, 118 FEET WEST OF SOUTHWEST CORNER OF A WOOD FRAME
 CP2015'RESIDENCE BELONGING TO HAROLD WARD.  SET IN TOP OF A CONCRETE POST
 CP2015'PROJECTING 1 INCH ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT
 CP2015'EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1996 ***********************************************************************
 CP1996  DESIGNATION -  21 V 6
 CP1996  PID         -  CP1996
 CP1996  STATE/COUNTY-  LA/FRANKLIN
 CP1996  USGS QUAD   -  GILBERT (1983)
 CP1996
 CP1996                         *CURRENT SURVEY CONTROL
 CP1996  ___________________________________________________________________
 CP1996* NAD 83(1986)-  32 02 01.     (N)    091 43 14.     (W)     SCALED    
 CP1996* NAVD 88     -        20.70   (+/-2cm)      67.9    (feet)  VERTCON   
 CP1996  ___________________________________________________________________
 CP1996  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP1996
 CP1996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1996
 CP1996.The horizontal coordinates were scaled from a topographic map and have
 CP1996.an estimated accuracy of +/- 6 seconds.
 CP1996
 CP1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1996.The vertical order pertains to the NGVD 29 superseded value.
 CP1996
 CP1996.The geoid height was determined by GEOID03.
 CP1996
 CP1996;                    North         East    Units  Estimated Accuracy
 CP1996;SPC LA N     -   170,300.    1,073,620.      MT  (+/- 180 meters Scaled)
 CP1996
 CP1996                          SUPERSEDED SURVEY CONTROL
 CP1996
 CP1996  NGVD 29 (??/??/92)   20.720  (m)           67.98   (f) ADJ UNCH    2 0
 CP1996
 CP1996.Superseded values are not recommended for survey control.
 CP1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1996.See file dsdata.txt to determine how the superseded data were derived.
 CP1996
 CP1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR208448(NAD 83)
 CP1996_MARKER: DB = BENCH MARK DISK
 CP1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1996_STAMPING: 21V6 1969
 CP1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1996+STABILITY: SURFACE MOTION
 CP1996
 CP1996  HISTORY     - Date     Condition        Report By
 CP1996  HISTORY     - 1969     MONUMENTED       LADH
 CP1996
 CP1996                          STATION DESCRIPTION
 CP1996
 CP1996'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP1996'5.90 MI E FROM FT NECESSITY.
 CP1996'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP1996'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND 128.
 CP1996'THENCE ABOUT 4.70 MILES EAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1996'MARKER.  IT IS 65.6 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 128,
 CP1996'25.0 FEET SOUTH OF A FENCE CORNER, 27.5 FEET SOUTHWEST OF A POWER POLE
 CP1996'ON SOUTH SIDE OF HIGHWAY FROM THE TURKEY CREEK BAPTIST CHURCH. SET IN
 CP1996'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND. A STEEL
 CP1996'WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2043 ***********************************************************************
 CP2043  DESIGNATION -  21 V 60
 CP2043  PID         -  CP2043
 CP2043  STATE/COUNTY-  LA/FRANKLIN
 CP2043  USGS QUAD   -  CROWVILLE (1983)
 CP2043
 CP2043                         *CURRENT SURVEY CONTROL
 CP2043  ___________________________________________________________________
 CP2043* NAD 83(1986)-  32 14 39.     (N)    091 36 09.     (W)     SCALED    
 CP2043* NAVD 88     -        26.12   (+/-2cm)      85.7    (feet)  VERTCON   
 CP2043  ___________________________________________________________________
 CP2043  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2043
 CP2043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2043
 CP2043.The horizontal coordinates were scaled from a topographic map and have
 CP2043.an estimated accuracy of +/- 6 seconds.
 CP2043
 CP2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2043.The vertical order pertains to the NGVD 29 superseded value.
 CP2043
 CP2043.The geoid height was determined by GEOID03.
 CP2043
 CP2043;                    North         East    Units  Estimated Accuracy
 CP2043;SPC LA N     -   193,740.    1,084,580.      MT  (+/- 180 meters Scaled)
 CP2043
 CP2043                          SUPERSEDED SURVEY CONTROL
 CP2043
 CP2043  NGVD 29 (??/??/92)   26.14   (m)           85.8    (f) COMPUTED    2 0
 CP2043
 CP2043.Superseded values are not recommended for survey control.
 CP2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2043.See file dsdata.txt to determine how the superseded data were derived.
 CP2043
 CP2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR316683(NAD 83)
 CP2043_MARKER: DB = BENCH MARK DISK
 CP2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2043_STAMPING: 21V60 - 1969
 CP2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2043+STABILITY: SURFACE MOTION
 CP2043
 CP2043  HISTORY     - Date     Condition        Report By
 CP2043  HISTORY     - 1969     MONUMENTED       LADH
 CP2043  HISTORY     - 1970     GOOD             LADTD
 CP2043
 CP2043                          STATION DESCRIPTION
 CP2043
 CP2043'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2043'1.15 MI W FROM CROWVILLE.
 CP2043'ABOUT 1.15 MILES WEST ALONG LOUISIANA HIGHWAY 577 FROM THE POST OFFICE
 CP2043'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17, 0.30 MILE
 CP2043'TO THE INTERSECTION OF LOUISIANA HIGHWAY 577.  THENCE WEST ALONG
 CP2043'LOUISIANA HIGHWAY 577, 0.85 MILES TO THE MARK.  IT IS 99.0 FEET SOUTH
 CP2043'OF CENTERLINE OF LOUISIANA HIGHWAY 577, 56.0 FEET SOUTH OF A FENCE
 CP2043'CORNER, 8.0 FEET EAST OF A 18-INCH GUM TREE, 129.0 FEET WEST OF
 CP2043'NORTHWEST CORNER OF A FRAME RESIDENCE BELONGING TO WOODY FRANKLIN. SET
 CP2043'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  A STEEL
 CP2043'WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2044 ***********************************************************************
 CP2044  DESIGNATION -  21 V 61
 CP2044  PID         -  CP2044
 CP2044  STATE/COUNTY-  LA/FRANKLIN
 CP2044  USGS QUAD   -  CROWVILLE (1983)
 CP2044
 CP2044                         *CURRENT SURVEY CONTROL
 CP2044  ___________________________________________________________________
 CP2044* NAD 83(1986)-  32 14 43.     (N)    091 37 09.     (W)     SCALED    
 CP2044* NAVD 88     -        26.54   (+/-2cm)      87.1    (feet)  VERTCON   
 CP2044  ___________________________________________________________________
 CP2044  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2044
 CP2044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2044
 CP2044.The horizontal coordinates were scaled from a topographic map and have
 CP2044.an estimated accuracy of +/- 6 seconds.
 CP2044
 CP2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2044.The vertical order pertains to the NGVD 29 superseded value.
 CP2044
 CP2044.The geoid height was determined by GEOID03.
 CP2044
 CP2044;                    North         East    Units  Estimated Accuracy
 CP2044;SPC LA N     -   193,850.    1,083,000.      MT  (+/- 180 meters Scaled)
 CP2044
 CP2044                          SUPERSEDED SURVEY CONTROL
 CP2044
 CP2044  NGVD 29 (??/??/92)   26.56   (m)           87.1    (f) COMPUTED    2 0
 CP2044
 CP2044.Superseded values are not recommended for survey control.
 CP2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2044.See file dsdata.txt to determine how the superseded data were derived.
 CP2044
 CP2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR300684(NAD 83)
 CP2044_MARKER: DB = BENCH MARK DISK
 CP2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2044_STAMPING: 21V61 - 1969
 CP2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2044+STABILITY: SURFACE MOTION
 CP2044
 CP2044  HISTORY     - Date     Condition        Report By
 CP2044  HISTORY     - 1969     MONUMENTED       LADH
 CP2044  HISTORY     - 1970     GOOD             LADTD
 CP2044
 CP2044                          STATION DESCRIPTION
 CP2044
 CP2044'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2044'2.15 MI W FROM CROWVILLE.
 CP2044'ABOUT 2.15 MILES WEST ALONG LOUISIANA HIGHWAY 577 FROM THE POST OFFICE
 CP2044'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17, 0.30 MILE
 CP2044'TO THE INTERSECTION OF LOUISIANA HIGHWAY 577.  THENCE WEST ALONG
 CP2044'LOUISIANA HIGHWAY 577, 1.85 MILES TO THE MARK.  IT IS 95.0 FEET SOUTH
 CP2044'OF CENTERLINE OF LOUISIANA HIGHWAY 577, 13.0 FEET WEST OF A GRAVEL
 CP2044'DRIVE, 80.0 FEET SOUTH OF A FENCE CORNMER, 192.0 FEET NORTH OF THE
 CP2044'NORTHWEST CORNER OF A FRAME RESIDENCE BELONGING TO W. E. AMOS. SET IN
 CP2044'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL
 CP2044'WITNESS POST IS SET 1.5 FEET SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2045 ***********************************************************************
 CP2045  DESIGNATION -  21 V 62
 CP2045  PID         -  CP2045
 CP2045  STATE/COUNTY-  LA/FRANKLIN
 CP2045  USGS QUAD   -  WINNSBORO (1983)
 CP2045
 CP2045                         *CURRENT SURVEY CONTROL
 CP2045  ___________________________________________________________________
 CP2045* NAD 83(1986)-  32 14 43.     (N)    091 37 35.     (W)     SCALED    
 CP2045* NAVD 88     -        24.66   (+/-2cm)      80.9    (feet)  VERTCON   
 CP2045  ___________________________________________________________________
 CP2045  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2045
 CP2045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2045
 CP2045.The horizontal coordinates were scaled from a topographic map and have
 CP2045.an estimated accuracy of +/- 6 seconds.
 CP2045
 CP2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2045.The vertical order pertains to the NGVD 29 superseded value.
 CP2045
 CP2045.The geoid height was determined by GEOID03.
 CP2045
 CP2045;                    North         East    Units  Estimated Accuracy
 CP2045;SPC LA N     -   193,840.    1,082,320.      MT  (+/- 180 meters Scaled)
 CP2045
 CP2045                          SUPERSEDED SURVEY CONTROL
 CP2045
 CP2045  NGVD 29 (??/??/92)   24.68   (m)           81.0    (f) COMPUTED    2 0
 CP2045
 CP2045.Superseded values are not recommended for survey control.
 CP2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2045.See file dsdata.txt to determine how the superseded data were derived.
 CP2045
 CP2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR294684(NAD 83)
 CP2045_MARKER: DB = BENCH MARK DISK
 CP2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2045_STAMPING: 21V62 1969
 CP2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2045+STABILITY: SURFACE MOTION
 CP2045
 CP2045  HISTORY     - Date     Condition        Report By
 CP2045  HISTORY     - 1969     MONUMENTED       LADH
 CP2045  HISTORY     - 1970     GOOD             LADTD
 CP2045
 CP2045                          STATION DESCRIPTION
 CP2045
 CP2045'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2045'2.60 MI W FROM CROWVILLE.
 CP2045'ABOUT 2.60 MILES WEST ALONG LOUISIANA HIGHWAY 577 FROM THE POST OFFICE
 CP2045'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17, 0.30 MILES
 CP2045'TO THE INTERSECTION OF LOUISIANA HIGHWAY 577.  THENCE WEST ALONG
 CP2045'LOUISIANA HIGHWAY 577, 2.30 MILES TO THE MARK.  IT IS 82.5 FEET NORTH
 CP2045'OF CENTERLINE OF LOUISIANA HIGHWAY 577, 29.5 FEET NORTH OF A FENCE
 CP2045'CORNER, 16.0 FEET NORTHEAST OF A 24 INCH PIN OAK, 70.0 FEET SOUTHEAST
 CP2045'OF THE SOUTHEAST TANK OF AN OIL STORAGE TANK BATTERY.  SET IN TOP OF A
 CP2045'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WINTESS POST
 CP2045'IS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2046 ***********************************************************************
 CP2046  DESIGNATION -  21 V 63
 CP2046  PID         -  CP2046
 CP2046  STATE/COUNTY-  LA/FRANKLIN
 CP2046  USGS QUAD   -  WINNSBORO (1983)
 CP2046
 CP2046                         *CURRENT SURVEY CONTROL
 CP2046  ___________________________________________________________________
 CP2046* NAD 83(1986)-  32 14 49.     (N)    091 38 26.     (W)     SCALED    
 CP2046* NAVD 88     -        25.27   (+/-2cm)      82.9    (feet)  VERTCON   
 CP2046  ___________________________________________________________________
 CP2046  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP2046
 CP2046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2046
 CP2046.The horizontal coordinates were scaled from a topographic map and have
 CP2046.an estimated accuracy of +/- 6 seconds.
 CP2046
 CP2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2046.The vertical order pertains to the NGVD 29 superseded value.
 CP2046
 CP2046.The geoid height was determined by GEOID03.
 CP2046
 CP2046;                    North         East    Units  Estimated Accuracy
 CP2046;SPC LA N     -   194,020.    1,080,990.      MT  (+/- 180 meters Scaled)
 CP2046
 CP2046                          SUPERSEDED SURVEY CONTROL
 CP2046
 CP2046  NGVD 29 (??/??/92)   25.29   (m)           83.0    (f) COMPUTED    2 0
 CP2046
 CP2046.Superseded values are not recommended for survey control.
 CP2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2046.See file dsdata.txt to determine how the superseded data were derived.
 CP2046
 CP2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR280686(NAD 83)
 CP2046_MARKER: DB = BENCH MARK DISK
 CP2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2046_STAMPING: 21V63 - 1969
 CP2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2046+STABILITY: SURFACE MOTION
 CP2046
 CP2046  HISTORY     - Date     Condition        Report By
 CP2046  HISTORY     - 1969     MONUMENTED       LADH
 CP2046  HISTORY     - 1970     GOOD             LADTD
 CP2046
 CP2046                          STATION DESCRIPTION
 CP2046
 CP2046'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2046'3.45 MI W FROM CROWVILLE.
 CP2046'ABOUT 3.45 MILES WEST ALONG LOUISIANA HIGHWAY 577 FROM THE POST OFFICE
 CP2046'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17, 0.30 MILE
 CP2046'TO THE INTERSECTION OF LOUISIANA HIGHWAY 577.  THENCE WEST ALONG
 CP2046'LOUISIANA HIGHWAY 577, 3.15 MILES TO THE MARK.  IT IS 116.0 FEET NORTH
 CP2046'OF CENTERLINE OF LOUISIANA HIGHWAY 577, 75.5 FEET NORTH OF A FENCE
 CP2046'CORNER, 74.5 FEET NORTHEAST OF A POWER POLE WITH TRANSFORMER, 70.0
 CP2046'FEET SOUTHWEST OF SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING
 CP2046'TO I. C. JOHNSON, SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CP2046'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2047 ***********************************************************************
 CP2047  DESIGNATION -  21 V 64
 CP2047  PID         -  CP2047
 CP2047  STATE/COUNTY-  LA/FRANKLIN
 CP2047  USGS QUAD   -  WINNSBORO (1983)
 CP2047
 CP2047                         *CURRENT SURVEY CONTROL
 CP2047  ___________________________________________________________________
 CP2047* NAD 83(1986)-  32 14 50.     (N)    091 39 48.     (W)     SCALED    
 CP2047* NAVD 88     -        23.66   (+/-2cm)      77.6    (feet)  VERTCON   
 CP2047  ___________________________________________________________________
 CP2047  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP2047
 CP2047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2047
 CP2047.The horizontal coordinates were scaled from a topographic map and have
 CP2047.an estimated accuracy of +/- 6 seconds.
 CP2047
 CP2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2047.The vertical order pertains to the NGVD 29 superseded value.
 CP2047
 CP2047.The geoid height was determined by GEOID03.
 CP2047
 CP2047;                    North         East    Units  Estimated Accuracy
 CP2047;SPC LA N     -   194,030.    1,078,840.      MT  (+/- 180 meters Scaled)
 CP2047
 CP2047                          SUPERSEDED SURVEY CONTROL
 CP2047
 CP2047  NGVD 29 (??/??/92)   23.676  (m)           77.68   (f) ADJ UNCH    2 0
 CP2047
 CP2047.Superseded values are not recommended for survey control.
 CP2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2047.See file dsdata.txt to determine how the superseded data were derived.
 CP2047
 CP2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR259686(NAD 83)
 CP2047_MARKER: DB = BENCH MARK DISK
 CP2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2047_STAMPING: 21V64 1969
 CP2047_MARK LOGO: LADH  
 CP2047_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2047+STABILITY: SURFACE MOTION
 CP2047
 CP2047  HISTORY     - Date     Condition        Report By
 CP2047  HISTORY     - 1969     MONUMENTED       LADH
 CP2047  HISTORY     - 1970     GOOD             LADTD
 CP2047  HISTORY     - 19930824 GOOD             LADTD
 CP2047
 CP2047                          STATION DESCRIPTION
 CP2047
 CP2047'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2047'4.55 MI W FROM CROWVILLE.
 CP2047'ABOUT 4.55 MILES WEST ALONG LOUISIANA HIGHWAY 577 FROM THE POST OFFICE
 CP2047'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17. 0.30 MILE
 CP2047'TO THE INTERSECTION OF LOUISIANA HIGHWAY 577.  THENCE WEST ALONG
 CP2047'LOUISIANA HIGHWAY 577, 4.25 MILES TO THE MARK. IT IS 82.0 FEET NORTH
 CP2047'OF THE CENTERLINE OF LOUISIANA HIGHWAY 577, 39.0 FEET NORTH OF A FENCE
 CP2047'CORNER, 31.0 FEET EAST OF A GRAVEL ROAD, 83.5 FEET WEST OF THE
 CP2047'SOUTHWEST CORNER OF AN ABANDONED TENANT HOUSE BELONGING TO LOUIS
 CP2047'LOWENTRITT.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CP2047'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
 CP2047
 CP2047                          STATION RECOVERY (1993)
 CP2047
 CP2047'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 CP2047'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF
 CP2047'WINNSBORO, 4.6 MI (7.4 KM) EAST-SOUTHEAST OF BASKIN AND 4.4 MI (7.1
 CP2047'KM) WEST OF CROWVILLE.  OWNERSHIP--UNKNOWN TO REACH THE STATION FROM
 CP2047'THE POST OFFICE IN CROWVILLE, GO NORTH FOR 0.15 MI (0.24 KM) ON STATE
 CP2047'HIGHWAY 17 TO THE JUNCTION WITH STATE HIGHWAY 577.  TURN LEFT AND GO
 CP2047'WEST FOR 4.5 MI (7.2 KM) ON HIGHWAY 577 TO THE STATION ON THE RIGHT.
 CP2047'THE STATION IS 82.0 FT (25.0 M) NORTH FROM THE CENTER OF THE HIGHWAY,
 CP2047'70.0 FT (21.3 M) NORTHEAST FROM A POWERPOLE, 42.0 FT (12.8 M) NORTH
 CP2047'FROM TELEPHONE JUNCTION BOX NUMBER 62, 31.0 FT (9.4 M) EAST FROM THE
 CP2047'CENTER OF A GRAVEL ROAD LEADING NORTH, FLUSH WITH THE GROUND SURFACE
 CP2047'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2048 ***********************************************************************
 CP2048  DESIGNATION -  21 V 65
 CP2048  PID         -  CP2048
 CP2048  STATE/COUNTY-  LA/FRANKLIN
 CP2048  USGS QUAD   -  WINNSBORO (1983)
 CP2048
 CP2048                         *CURRENT SURVEY CONTROL
 CP2048  ___________________________________________________________________
 CP2048* NAD 83(1986)-  32 14 51.     (N)    091 40 58.     (W)     SCALED    
 CP2048* NAVD 88     -        23.     (meters)      75.     (feet)            
 CP2048  ___________________________________________________________________
 CP2048  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2048
 CP2048  VERT ORDER  -  THIRD (See Below)
 CP2048
 CP2048.The horizontal coordinates were scaled from a topographic map and have
 CP2048.an estimated accuracy of +/- 6 seconds.
 CP2048
 CP2048.The vertical order pertains to the NGVD 29 superseded value.
 CP2048
 CP2048.The geoid height was determined by GEOID03.
 CP2048
 CP2048;                    North         East    Units  Estimated Accuracy
 CP2048;SPC LA N     -   194,050.    1,077,010.      MT  (+/- 180 meters Scaled)
 CP2048
 CP2048                          SUPERSEDED SURVEY CONTROL
 CP2048
 CP2048  NGVD 29 (12/01/98)   22.68   (m)           74.4    (f) U HEIGHT    3  
 CP2048
 CP2048.Superseded values are not recommended for survey control.
 CP2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2048.See file dsdata.txt to determine how the superseded data were derived.
 CP2048
 CP2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR240686(NAD 83)
 CP2048_MARKER: DB = BENCH MARK DISK
 CP2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2048_STAMPING: 21V65 1969
 CP2048_MARK LOGO: LADH  
 CP2048_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2048+STABILITY: SURFACE MOTION
 CP2048
 CP2048  HISTORY     - Date     Condition        Report By
 CP2048  HISTORY     - 1969     MONUMENTED       LADH
 CP2048  HISTORY     - 1970     GOOD             LADTD
 CP2048  HISTORY     - 1981     POOR             USGS
 CP2048  HISTORY     - 19930824 GOOD             LADTD
 CP2048
 CP2048                          STATION DESCRIPTION
 CP2048
 CP2048'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2048'5.70 MI W FROM CROWVILLE.
 CP2048'ABOUT 5.70 MILES WEST ALONG LOUISIANA HIGHWAY 577 FROM THE POST OFFICE
 CP2048'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17, 0.30 MILE
 CP2048'TO THE INTERSECTION OF LOUISIANA HIGHWAY 577.  THENCE WEST ALONG
 CP2048'LOUISIANA HIGHWAY 577, 5.40 MILES TO THE MARK.  IT IS 68.0 FEET NORTH
 CP2048'OF CENTERLINE OF LOUISIANA HIGHWAY 577, 27.0 FEET NORTH OF A FENCE
 CP2048'CORNER 80 FEET WEST OF A DIRT ROAD, 104.0 FEET SOUTHWEST OF A POWER
 CP2048'POLE WITH 1 GUY WIRE, ON PROPERTY BELONGING TO J. E. FLETCHER. SET IN
 CP2048'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL
 CP2048'WITNESS POST IS SET 3.0 FEET WEST OF A STEEL WITNESS POST.
 CP2048
 CP2048                          STATION RECOVERY (1981)
 CP2048
 CP2048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CP2048'MARK RECOVERED IN POOR CONDITION.
 CP2048
 CP2048                          STATION RECOVERY (1993)
 CP2048
 CP2048'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 CP2048'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF
 CP2048'WINNSBORO, 5.5 MI (8.9 KM) WEST OF CROWVILLE AND 3.4 MI (5.5 KM)
 CP2048'EAST-SOUTHEAST OF BASKIN, IN SECTION 30, T 15 N, R 8 E.
 CP2048'OWNERSHIP--UNKNOWN TO REACH THE STATION FROM THE POST OFFICE IN
 CP2048'CROWVILLE, GO NORTH FOR 0.15 MI (0.24 KM) ON STATE HIGHWAY 17 TO THE
 CP2048'JUNCTION OF STATE HIGHWAY 577.  TURN LEFT AND GO WEST FOR 5.6 MI (9.0
 CP2048'KM) ON HIGHWAY 577 TO THE STATION ON THE RIGHT.  THE STATION IS 69.0
 CP2048'FT (21.0 M) NORTH FROM THE CENTER OF THE HIGHWAY, 18.0 FT (5.5 M)
 CP2048'NORTH FROM THE NORTH ONE OF TWO RIGHT-OF-WAY MARKERS, 8.5 FT (2.6 M)
 CP2048'WEST FROM A TRIPLE TRUNK WATER OAK TREE, 3.5 FT (1.1 M) EAST-SOUTHEAST
 CP2048'FROM A METAL WITNESS POST WITH A SIGN ATTACHED, 1.0 FT (0.3 M) SOUTH
 CP2048'FROM A FENCE, PROJECTING 2 INCHES ABOVE THE GROUND SURFACE ANS ABOUT
 CP2048'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3009 ***********************************************************************
 CP3009  DESIGNATION -  21 V 66
 CP3009  PID         -  CP3009
 CP3009  STATE/COUNTY-  LA/FRANKLIN
 CP3009  USGS QUAD   -  WINNSBORO (1983)
 CP3009
 CP3009                         *CURRENT SURVEY CONTROL
 CP3009  ___________________________________________________________________
 CP3009* NAD 83(1992)-  32 14 48.17302(N)    091 41 52.05360(W)     ADJUSTED  
 CP3009* NAVD 88     -        23.     (meters)      75.     (feet)            
 CP3009  ___________________________________________________________________
 CP3009  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CP3009  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP3009
 CP3009  HORZ ORDER  -  SECOND
 CP3009  VERT ORDER  -  THIRD (See Below)
 CP3009
 CP3009.The horizontal coordinates were established by classical geodetic methods
 CP3009.and adjusted by the National Geodetic Survey in May 1994..
 CP3009
 CP3009.The vertical order pertains to the NGVD 29 superseded value.
 CP3009
 CP3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3009
 CP3009.The geoid height was determined by GEOID03.
 CP3009
 CP3009;                    North         East     Units Scale Factor Converg.
 CP3009;SPC LA N     -   193,948.020 1,075,593.517   MT  0.99993117   +0 25 26.9
 CP3009;SPC LA N     -   636,311.13  3,528,843.06   sFT  0.99993117   +0 25 26.9
 CP3009;UTM  15      - 3,568,526.595   622,674.528   MT  0.99978558   +0 41 41.6
 CP3009
 CP3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3009!SPC LA N     -   1.00000052  x   0.99993117  =   0.99993169
 CP3009!UTM  15      -   1.00000052  x   0.99978558  =   0.99978610
 CP3009
 CP3009                          SUPERSEDED SURVEY CONTROL
 CP3009
 CP3009  NAD 83(1992)-  32 14 48.17302(N)    091 41 52.05360(W) AD(       ) 2
 CP3009  NAD 83(1986)-  32 14 48.18732(N)    091 41 52.04541(W) AD(       ) 2
 CP3009  NAD 27      -  32 14 47.64909(N)    091 41 51.59716(W) AD(       ) 2
 CP3009  NGVD 29 (12/01/98)   22.92   (m)           75.2    (f) U HEIGHT    3  
 CP3009
 CP3009.Superseded values are not recommended for survey control.
 CP3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3009.See file dsdata.txt to determine how the superseded data were derived.
 CP3009
 CP3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2267568527(NAD 83)
 CP3009_MARKER: DB = BENCH MARK DISK
 CP3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3009_STAMPING: 21V66 1969
 CP3009_MARK LOGO: LADH  
 CP3009_PROJECTION: FLUSH
 CP3009_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3009+STABILITY: SURFACE MOTION
 CP3009
 CP3009  HISTORY     - Date     Condition        Report By
 CP3009  HISTORY     - 1971     MONUMENTED       LADTD
 CP3009  HISTORY     - 1970     GOOD             LADTD
 CP3009  HISTORY     - 19930824 GOOD             LADTD
 CP3009
 CP3009                          STATION DESCRIPTION
 CP3009
 CP3009'DESCRIBED BY LA TRANSP AND DEV 1971 (WWS)
 CP3009'THE STATION IS ABOUT 6.5 MILES WEST OF CROWVILLE, 6.0 MILES
 CP3009'NORTH-NORTHEAST OF WINNSBORO, 6.0 MILES SOUTHEAST OF MANGHAM,
 CP3009'2.5 MILES SOUTHEAST OF BASKIN, IN SECTION 36, T 15 N, R 7 E,
 CP3009'AND ON LAND OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS,
 CP3009'FRANKLIN PARISH, CHASE, LOUISIANA.
 CP3009'
 CP3009'TO REACH THE STATION FROM THE POST OFFICE IN BASKIN, GO SOUTH
 CP3009'ON STATE HIGHWAY 15 FOR 0.75 MILE TO THE JUNCTION OF STATE
 CP3009'HIGHWAY 577.  TURN LEFT AND GO EAST ON STATE HIGHWAY 577 FOR
 CP3009'2.6 MILES TO THE JUNCTION OF STATE HIGHWAY 867 AND THE STATION.
 CP3009'
 CP3009'21V66, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS BENCH
 CP3009'MARK DISK STAMPED 21V66 1969, IS SET IN THE TOP OF A 12-INCH
 CP3009'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3009'SURFACE.  IT IS 78 FEET SOUTH OF THE CENTERLINE OF STATE
 CP3009'HIGHWAY 577, 77 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 CP3009'867, 1.6 FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 CP3009'EAST-NORTHEAST OF THE FENCE.
 CP3009
 CP3009                          STATION RECOVERY (1970)
 CP3009
 CP3009'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 CP3009'6.60 MI W FROM CROWVILLE.
 CP3009'ABOUT 6.60 MILES WEST ALONG LOUISIANA HIGHWAY 577 FROM THE POST OFFICE
 CP3009'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17, 0.30 MILE
 CP3009'TO THE INTERSECTION OF LOUISIANA HIGHWAY 577.  THENCE WEST ALONG
 CP3009'LOUISIANA HIGHWAY 577, 6.30 MILES TO THE MARK.  IT IS 81.0 FEET SOUTH
 CP3009'OF THE CENTERLINE OF LOUISIANA HIGHWAY 577, 78.0 FEET WEST OF
 CP3009'CENTERLINE OF LOUISIANA HIGHWAY 867, 56.0 FEET SOUTHEAST OF A FENCE
 CP3009'CORNER, 112.5 FEET SOUTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY
 CP3009'577 AND 867, ON PROPERTY BELONGING TO LOUISIANA DEPARTMENT OF
 CP3009'HIGHWAYS.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CP3009'GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.
 CP3009
 CP3009                          STATION RECOVERY (1993)
 CP3009
 CP3009'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 CP3009'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF CROWVILLE, 6.0
 CP3009'MI (9.7 KM) NORTH-NORTHEAST OF WINNSBORO AND 2.5 MI (4.0 KM)
 CP3009'EAST-SOUTHEAST OF BASKIN, SECTION 36, T 15 N, R 7 E.
 CP3009'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 CP3009'REACH THE STATION FROM THE POST OFFICE IN CROWVILLLE, GO NORTH FOR
 CP3009'0.15 MI (0.24 KM) ON STATE HIGHWAY 17 TO THE JUNCTION OF STATE HIGHWAY
 CP3009'577.  TURN LEFT AND GO WEST FOR 6.5 MI (10.5 KM) ON HIGHWAY 577 TO THE
 CP3009'JUNCTION OF STATE HIGHWAY 867 AND THE STATION SET IN THE SOUTHWEST
 CP3009'QUADRANT OF THE INTERSECTION.  THE STATION IS 82.0 FT (25.0 M) SOUTH
 CP3009'FROM THE CENTER OF HIGHWAY 577, 79.0 FT (24.1 M) WEST FROM THE CENTER
 CP3009'OF HIGHWAY 867, 2.0 FT (0.6 M) NORTHWEST FROM A METAL WITH A SIGN
 CP3009'ATTACHED, 1.0 FT (0.3 M) NORTHEAST FROM A FENCE, PROJECTING 1 INCH
 CP3009'ABOVE THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2050 ***********************************************************************
 CP2050  DESIGNATION -  21 V 67
 CP2050  PID         -  CP2050
 CP2050  STATE/COUNTY-  LA/FRANKLIN
 CP2050  USGS QUAD   -  WINNSBORO (1983)
 CP2050
 CP2050                         *CURRENT SURVEY CONTROL
 CP2050  ___________________________________________________________________
 CP2050* NAD 83(1986)-  32 14 50.     (N)    091 42 54.     (W)     SCALED    
 CP2050* NAVD 88     -        23.     (meters)      75.     (feet)            
 CP2050  ___________________________________________________________________
 CP2050  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP2050
 CP2050  VERT ORDER  -  THIRD (See Below)
 CP2050
 CP2050.The horizontal coordinates were scaled from a topographic map and have
 CP2050.an estimated accuracy of +/- 6 seconds.
 CP2050
 CP2050.The vertical order pertains to the NGVD 29 superseded value.
 CP2050
 CP2050.The geoid height was determined by GEOID03.
 CP2050
 CP2050;                    North         East    Units  Estimated Accuracy
 CP2050;SPC LA N     -   193,990.    1,073,970.      MT  (+/- 180 meters Scaled)
 CP2050
 CP2050                          SUPERSEDED SURVEY CONTROL
 CP2050
 CP2050  NGVD 29 (12/01/98)   22.96   (m)           75.3    (f) U HEIGHT    3  
 CP2050
 CP2050.Superseded values are not recommended for survey control.
 CP2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2050.See file dsdata.txt to determine how the superseded data were derived.
 CP2050
 CP2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR210685(NAD 83)
 CP2050_MARKER: DB = BENCH MARK DISK
 CP2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2050_STAMPING: 21V67 1969
 CP2050_MARK LOGO: LADH  
 CP2050_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2050+STABILITY: SURFACE MOTION
 CP2050
 CP2050  HISTORY     - Date     Condition        Report By
 CP2050  HISTORY     - 1969     MONUMENTED       LADH
 CP2050  HISTORY     - 1970     GOOD             LADTD
 CP2050  HISTORY     - 19930824 GOOD             LADTD
 CP2050
 CP2050                          STATION DESCRIPTION
 CP2050
 CP2050'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2050'7.60 MI W FROM CROWVILLE.
 CP2050'ABOUT 7.60 MILES WEST ALONG LOUISIANA HIGHWAY 577 FROM THE POST OFFICE
 CP2050'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17, 0.30 MILE
 CP2050'TO THE INTERSECTION OF LOUISIANA HIGHWAY 577.  THENCE WEST ALONG
 CP2050'LOUISIANA HIGHWAY 577, 7.30 MILES TO THE MARK.  IT IS 68.5 FEET NORTH
 CP2050'OF THE CENTERLINE OF LOUISIANA HIGHWAY 577, 23.0 FEET NORTH OF A
 CP2050'TELEPHONE POLE, 25.0 FEET NORTH OF A FENCE CORNER, 65.0 FEET SOUTHWEST
 CP2050'OF THE SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO C. F.
 CP2050'WILLIAMS.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CP2050'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT WEST OF THE MARK.
 CP2050
 CP2050                          STATION RECOVERY (1993)
 CP2050
 CP2050'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 CP2050'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF CROWVILLE, 6.0
 CP2050'MI (9.7 KM) NORTH OF WINNSBORO, 1.5 MI (2.4 KM) EAST-SOUTHEAST OF
 CP2050'BASKIN, IN SECTION 25, T 15 N, R 7 E.  OWNERSHIP--MR.  WALTER
 CP2050'MCDOUGLE.  TO REACH THE STATION FROM THE POST OFFICE IN CROWVILLE, GO
 CP2050'NORTH FOR 0.15 MI (0.24 KM) ON STATE HIGHWAY 17 TO THE JUNCTION OF
 CP2050'STATE HIGHWAY 577.  TURN LEFT AND GO WEST FOR 7.5 MI (12.1 KM) ON
 CP2050'HIGHWAY 577 TO THE STATION ON THE RIGHT.  THE STATION IS 69.0 FT (21.0
 CP2050'M) NORTH FROM THE CENTER OF THE HIGHWAY, 65.0 FT (19.8 M) SOUTHWEST
 CP2050'FROM THE SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO MR.
 CP2050'C.  F.  WILLIAMS, 26.0 FT (7.9 M) NORTH FROM A FENCE CORNER, 1.0 FT
 CP2050'(0.3 M) WEST FROM A FENCE, 1.0 FT (0.3 M) EAST FROM A METAL WITNESS
 CP2050'POST WITH A SIGN ATTACHED, PROJECTING 4 INCHES ABOVE THE GROUND AND
 CP2050'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2051 ***********************************************************************
 CP2051  DESIGNATION -  21 V 68
 CP2051  PID         -  CP2051
 CP2051  STATE/COUNTY-  LA/FRANKLIN
 CP2051  USGS QUAD   -  WINNSBORO (1983)
 CP2051
 CP2051                         *CURRENT SURVEY CONTROL
 CP2051  ___________________________________________________________________
 CP2051* NAD 83(1986)-  32 14 49.     (N)    091 43 42.     (W)     SCALED    
 CP2051* NAVD 88     -        22.79   (+/-2cm)      74.8    (feet)  VERTCON   
 CP2051  ___________________________________________________________________
 CP2051  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP2051
 CP2051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2051
 CP2051.The horizontal coordinates were scaled from a topographic map and have
 CP2051.an estimated accuracy of +/- 6 seconds.
 CP2051
 CP2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2051.The vertical order pertains to the NGVD 29 superseded value.
 CP2051
 CP2051.The geoid height was determined by GEOID03.
 CP2051
 CP2051;                    North         East    Units  Estimated Accuracy
 CP2051;SPC LA N     -   193,950.    1,072,720.      MT  (+/- 180 meters Scaled)
 CP2051
 CP2051                          SUPERSEDED SURVEY CONTROL
 CP2051
 CP2051  NGVD 29 (??/??/92)   22.81   (m)           74.8    (f) COMPUTED    2 0
 CP2051
 CP2051.Superseded values are not recommended for survey control.
 CP2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2051.See file dsdata.txt to determine how the superseded data were derived.
 CP2051
 CP2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR197685(NAD 83)
 CP2051_MARKER: DB = BENCH MARK DISK
 CP2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2051_STAMPING: 21V 68 - 1969
 CP2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2051+STABILITY: SURFACE MOTION
 CP2051
 CP2051  HISTORY     - Date     Condition        Report By
 CP2051  HISTORY     - 1969     MONUMENTED       LADH
 CP2051  HISTORY     - 1970     GOOD             LADTD
 CP2051
 CP2051                          STATION DESCRIPTION
 CP2051
 CP2051'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2051'8.60 MI W FROM CROWVILLE.
 CP2051'ABOUT 8.60 MILES WEST ALONG LOUISIANA HIGHWAY 577 FROM THE POST OFFICE
 CP2051'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17, 0.30 MILE
 CP2051'TO THE INTERSECTION OF LOUISIANA HIGHWAY 577.  THENCE WEST ALONG
 CP2051'LOUISIANA HIGHWAY 577, 8.30 MILES TO THE MARK.  IT IS 97.0 FEET SOUTH
 CP2051'OF THE CENTER LINE OF LOUISIANA HIGHWAY 577, 56.0 FEET SOUTH OF A
 CP2051'FENCE CORNER, 7.5 FEET NORTHWEST OF A 15-INCH PIN OAK TREE, 1.0 FOOT
 CP2051'WEST OF A COMBINATION MESH AND BARBWIRE FENCE, 81.0 FEET SOUTHWEST OF
 CP2051'A POWER POLE WITH 1 GUY WIRE.  SET IN TOP OF A CONCRETE POST
 CP2051'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.5
 CP2051'FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2052 ***********************************************************************
 CP2052  DESIGNATION -  21 V 69
 CP2052  PID         -  CP2052
 CP2052  STATE/COUNTY-  LA/FRANKLIN
 CP2052  USGS QUAD   -  WINNSBORO (1983)
 CP2052
 CP2052                         *CURRENT SURVEY CONTROL
 CP2052  ___________________________________________________________________
 CP2052* NAD 83(1992)-  32 14 47.49264(N)    091 44 31.92694(W)     ADJUSTED  
 CP2052* NAVD 88     -        22.77   (+/-2cm)      74.7    (feet)  VERTCON   
 CP2052  ___________________________________________________________________
 CP2052  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CP2052  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2052
 CP2052  HORZ ORDER  -  THIRD
 CP2052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2052
 CP2052.The horizontal coordinates were established by classical geodetic methods
 CP2052.and adjusted by the National Geodetic Survey in May 1994..
 CP2052
 CP2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2052.The vertical order pertains to the NGVD 29 superseded value.
 CP2052
 CP2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2052
 CP2052.The geoid height was determined by GEOID03.
 CP2052
 CP2052;                    North         East     Units Scale Factor Converg.
 CP2052;SPC LA N     -   193,896.944 1,071,408.965   MT  0.99993115   +0 24 02.3
 CP2052;SPC LA N     -   636,143.56  3,515,114.25   sFT  0.99993115   +0 24 02.3
 CP2052;UTM  15      - 3,568,455.763   618,490.899   MT  0.99977314   +0 40 16.3
 CP2052
 CP2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2052!SPC LA N     -   1.00000053  x   0.99993115  =   0.99993168
 CP2052!UTM  15      -   1.00000053  x   0.99977314  =   0.99977367
 CP2052
 CP2052                          SUPERSEDED SURVEY CONTROL
 CP2052
 CP2052  NAD 83(1992)-  32 14 47.49250(N)    091 44 31.92694(W) AD(       ) 3
 CP2052  NAD 83(1986)-  32 14 47.50713(N)    091 44 31.91856(W) AD(       ) 3
 CP2052  NGVD 29 (??/??/92)   22.79   (m)           74.8    (f) COMPUTED    2 0
 CP2052
 CP2052.Superseded values are not recommended for survey control.
 CP2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2052.See file dsdata.txt to determine how the superseded data were derived.
 CP2052
 CP2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1849168456(NAD 83)
 CP2052_MARKER: DB = BENCH MARK DISK
 CP2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2052_STAMPING: 21V69 1969
 CP2052_MARK LOGO: LADH  
 CP2052_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2052+STABILITY: SURFACE MOTION
 CP2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2052+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1986
 CP2052
 CP2052  HISTORY     - Date     Condition        Report By
 CP2052  HISTORY     - 1969     MONUMENTED       LADH
 CP2052  HISTORY     - 1970     GOOD             LADTD
 CP2052  HISTORY     - 19860916 GOOD             NGS
 CP2052
 CP2052                          STATION DESCRIPTION
 CP2052
 CP2052'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2052'6.50 MI NW FROM WINNSBORO.
 CP2052'ABOUT 6.50 MILES NORTHWEST ALONG LOUISIANA HIGHWAYS 4 AND 15 FROM THE
 CP2052'COURT HOUSE IN WINNSBORO.  THENCE WEST ALONG LOUISIANA HIGHWAY 4, 0.60
 CP2052'MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTHWEST
 CP2052'ALONG LOUISIANA HIGHWAY 15, 5.90 MILES TO THE MARK.  IT IS 72.0 FEET
 CP2052'EAST OF THE EAST RAIL OF MISSOURI PACIFIC RAILROAD TRACK, 6.0 FEET
 CP2052'NORTH OF A FENCE CORNER, 112.6 FEET SOUTH OF A POWER POLE WITH
 CP2052'TRANSFORMER, 152.0 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP2052'577, 43.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME HOUSE
 CP2052'BELONGING TO WILLARD PIPPINS.  SET IN TOP OF A CONCRETE POST
 CP2052'PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2052'FOOT WEST OF THE MARK.
 CP2052
 CP2052                          STATION RECOVERY (1986)
 CP2052
 CP2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP2052'THE STATION IS LOCATED ABOUT 8 KM (5 MILES) NORTH OF WINNSBORO, 8 KM
 CP2052'(5 MILES) SOUTH OF MANGHAM AND 14.5 KM (9 MILES) WEST OF CROWVILLE.
 CP2052' 
 CP2052'OWNERSHIP-- MR WILLARD PIPPINS.
 CP2052' 
 CP2052'TO REACH THE STATION FROM THE CITY HALL IN WINNSBORO, GO NORTH ON
 CP2052'STATE HIGHWAY 15 FOR 9 KM (5 MILES) TO THE MARK ON THE RIGHT, JUST
 CP2052'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 15 AND 577.
 CP2052' 
 CP2052'THE STATION IS A STANDARD LADH DISK STAMPED--21V69 1969--, SET INTO
 CP2052'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER
 CP2052'FLUSH WITH GROUND LOCATED 45.1 M (148 FT) SSE FROM THE CENTER OF
 CP2052'HIGHWAY 577, 19.5 M (64 FT) W FROM A POWER POLE WITH SECURITY LIGHT
 CP2052'ATTACHED, 13.4 M (44 FT) S FROM THE SOUTHWEST CORNER OF A WOOD FRAME
 CP2052'HOUSE, 7.3 M (24 FT) ENE FROM THE EAST SIDE OF HIGHWAY 15
 CP2052'RIGHT-OF-WAY, AND 0.3 M (1 FT) ENE FROM A METAL WITNESS POST WITH SIGN
 CP2052'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1997 ***********************************************************************
 CP1997  DESIGNATION -  21 V 7
 CP1997  PID         -  CP1997
 CP1997  STATE/COUNTY-  LA/FRANKLIN
 CP1997  USGS QUAD   -  GILBERT (1983)
 CP1997
 CP1997                         *CURRENT SURVEY CONTROL
 CP1997  ___________________________________________________________________
 CP1997* NAD 83(1986)-  32 02 09.     (N)    091 42 15.     (W)     SCALED    
 CP1997* NAVD 88     -        22.37   (+/-2cm)      73.4    (feet)  VERTCON   
 CP1997  ___________________________________________________________________
 CP1997  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CP1997
 CP1997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1997
 CP1997.The horizontal coordinates were scaled from a topographic map and have
 CP1997.an estimated accuracy of +/- 6 seconds.
 CP1997
 CP1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1997.The vertical order pertains to the NGVD 29 superseded value.
 CP1997
 CP1997.The geoid height was determined by GEOID03.
 CP1997
 CP1997;                    North         East    Units  Estimated Accuracy
 CP1997;SPC LA N     -   170,560.    1,075,170.      MT  (+/- 180 meters Scaled)
 CP1997
 CP1997                          SUPERSEDED SURVEY CONTROL
 CP1997
 CP1997  NGVD 29 (??/??/92)   22.385  (m)           73.44   (f) ADJ UNCH    2 0
 CP1997
 CP1997.Superseded values are not recommended for survey control.
 CP1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1997.See file dsdata.txt to determine how the superseded data were derived.
 CP1997
 CP1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR223451(NAD 83)
 CP1997_MARKER: DB = BENCH MARK DISK
 CP1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1997_STAMPING: 21V7 1969
 CP1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1997+STABILITY: SURFACE MOTION
 CP1997
 CP1997  HISTORY     - Date     Condition        Report By
 CP1997  HISTORY     - 1969     MONUMENTED       LADH
 CP1997  HISTORY     - 1981     MARK NOT FOUND   USGS
 CP1997
 CP1997                          STATION DESCRIPTION
 CP1997
 CP1997'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP1997'6.90 MI E FROM FT NECESSITY.
 CP1997'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP1997'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4 AND 128.
 CP1997'THENCE EAST ALONG LOUISIANA HIGHWAY 128 ABOUT 5.70 MILES TO THE
 CP1997'MARKER.  IT IS 44.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST OF A
 CP1997'MESH WIRE FENCE, 19.6 FEET SOUTH OF A 24 INCH ELM TREE.  SET IN TOP OF
 CP1997'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS
 CP1997'POST IS SET 1.0 FOOT SOUTH OF THE MARK.
 CP1997
 CP1997                          STATION RECOVERY (1981)
 CP1997
 CP1997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CP1997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2053 ***********************************************************************
 CP2053  DESIGNATION -  21 V 70
 CP2053  PID         -  CP2053
 CP2053  STATE/COUNTY-  LA/FRANKLIN
 CP2053  USGS QUAD   -  WINNSBORO (1983)
 CP2053
 CP2053                         *CURRENT SURVEY CONTROL
 CP2053  ___________________________________________________________________
 CP2053* NAD 83(1986)-  32 14 02.     (N)    091 44 18.     (W)     SCALED    
 CP2053* NAVD 88     -        22.33   (+/-2cm)      73.3    (feet)  VERTCON   
 CP2053  ___________________________________________________________________
 CP2053  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2053
 CP2053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2053
 CP2053.The horizontal coordinates were scaled from a topographic map and have
 CP2053.an estimated accuracy of +/- 6 seconds.
 CP2053
 CP2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2053.The vertical order pertains to the NGVD 29 superseded value.
 CP2053
 CP2053.The geoid height was determined by GEOID03.
 CP2053
 CP2053;                    North         East    Units  Estimated Accuracy
 CP2053;SPC LA N     -   192,500.    1,071,780.      MT  (+/- 180 meters Scaled)
 CP2053
 CP2053                          SUPERSEDED SURVEY CONTROL
 CP2053
 CP2053  NGVD 29 (??/??/92)   22.35   (m)           73.3    (f) COMPUTED    2 0
 CP2053
 CP2053.Superseded values are not recommended for survey control.
 CP2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2053.See file dsdata.txt to determine how the superseded data were derived.
 CP2053
 CP2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR188670(NAD 83)
 CP2053_MARKER: DB = BENCH MARK DISK
 CP2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2053_STAMPING: 21V70 1969
 CP2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2053+STABILITY: SURFACE MOTION
 CP2053
 CP2053  HISTORY     - Date     Condition        Report By
 CP2053  HISTORY     - 1969     MONUMENTED       LADH
 CP2053  HISTORY     - 1970     GOOD             LADTD
 CP2053
 CP2053                          STATION DESCRIPTION
 CP2053
 CP2053'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2053'5.10 MI NW FROM WINNSBORO.
 CP2053'ABOUT 5.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 4 AND 15 FROM THE
 CP2053'COURT HOUSE IN WINNSBORO.  THENCE WEST ALONG LOUISIANA HIGHWAY 4, 0.60
 CP2053'MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTHWEST
 CP2053'ALONG LOUISIANA HIGHWAY 15, 4.50 MILES TO THE MARK.  IT IS 275 FEET
 CP2053'WEST OF CENTERLINE OF LOUISIANA HIGHWAY 15, 4.0 FEET EAST OF A
 CP2053'4-STRAND BARBWIRE FENCE, 45.5 FEET SOUTH OF A FENCE CORNER, 74.0 FEET
 CP2053'NORTHWEST OF NORTHWEST CORNER OF A WOOD FRAME HOUSE BELONGING TO MRS.
 CP2053'C. DOLLAR, 65.5 FEET WEST OF A WATER WELL.  SET IN TOP OF A CONCRETE
 CP2053'POST PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET
 CP2053'1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2054 ***********************************************************************
 CP2054  DESIGNATION -  21 V 71
 CP2054  PID         -  CP2054
 CP2054  STATE/COUNTY-  LA/FRANKLIN
 CP2054  USGS QUAD   -  WINNSBORO (1983)
 CP2054
 CP2054                         *CURRENT SURVEY CONTROL
 CP2054  ___________________________________________________________________
 CP2054* NAD 83(1986)-  32 13 09.     (N)    091 44 02.     (W)     SCALED    
 CP2054* NAVD 88     -        23.09   (+/-2cm)      75.8    (feet)  VERTCON   
 CP2054  ___________________________________________________________________
 CP2054  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP2054
 CP2054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2054
 CP2054.The horizontal coordinates were scaled from a topographic map and have
 CP2054.an estimated accuracy of +/- 6 seconds.
 CP2054
 CP2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2054.The vertical order pertains to the NGVD 29 superseded value.
 CP2054
 CP2054.The geoid height was determined by GEOID03.
 CP2054
 CP2054;                    North         East    Units  Estimated Accuracy
 CP2054;SPC LA N     -   190,870.    1,072,210.      MT  (+/- 180 meters Scaled)
 CP2054
 CP2054                          SUPERSEDED SURVEY CONTROL
 CP2054
 CP2054  NGVD 29 (??/??/92)   23.11   (m)           75.8    (f) COMPUTED    2 0
 CP2054
 CP2054.Superseded values are not recommended for survey control.
 CP2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2054.See file dsdata.txt to determine how the superseded data were derived.
 CP2054
 CP2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR193654(NAD 83)
 CP2054_MARKER: DB = BENCH MARK DISK
 CP2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2054_STAMPING: 21V71 - 1969
 CP2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2054+STABILITY: SURFACE MOTION
 CP2054
 CP2054  HISTORY     - Date     Condition        Report By
 CP2054  HISTORY     - 1969     MONUMENTED       LADH
 CP2054  HISTORY     - 1970     GOOD             LADTD
 CP2054
 CP2054                          STATION DESCRIPTION
 CP2054
 CP2054'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2054'4.10 MI NW FROM WINNSBORO.
 CP2054'ABOUT 4.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAYS 4 AND 15 FROM THE
 CP2054'COURT HOUSE IN WINNSBORO.  THENCE WEST ALONG LOUISIANA HIGHWAY 4, 0.60
 CP2054'MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTHWEST
 CP2054'ALONG LOUISIANA HIGHWAY 15, 3.50 MILES TO THE MARK. IT IS 131.5 FEET
 CP2054'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 15, 46.0 FEET EAST OF THE
 CP2054'EAST RAIL OF THE MISSOURI PACIFIC RAILROAD TRACK, 1.0 FOOT WEST OF A
 CP2054'4-STRAND BARBWIRE FENCE, 97.0 FEET EAST OF A TELEPHONE POLE. SET IN
 CP2054'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A STEEL
 CP2054'WITNESS POST IS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2055 ***********************************************************************
 CP2055  DESIGNATION -  21 V 72
 CP2055  PID         -  CP2055
 CP2055  STATE/COUNTY-  LA/FRANKLIN
 CP2055  USGS QUAD   -  WINNSBORO (1983)
 CP2055
 CP2055                         *CURRENT SURVEY CONTROL
 CP2055  ___________________________________________________________________
 CP2055* NAD 83(1986)-  32 12 17.     (N)    091 43 52.     (W)     SCALED    
 CP2055* NAVD 88     -        22.92   (+/-2cm)      75.2    (feet)  VERTCON   
 CP2055  ___________________________________________________________________
 CP2055  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP2055
 CP2055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2055
 CP2055.The horizontal coordinates were scaled from a topographic map and have
 CP2055.an estimated accuracy of +/- 6 seconds.
 CP2055
 CP2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2055.The vertical order pertains to the NGVD 29 superseded value.
 CP2055
 CP2055.The geoid height was determined by GEOID03.
 CP2055
 CP2055;                    North         East    Units  Estimated Accuracy
 CP2055;SPC LA N     -   189,270.    1,072,490.      MT  (+/- 180 meters Scaled)
 CP2055
 CP2055                          SUPERSEDED SURVEY CONTROL
 CP2055
 CP2055  NGVD 29 (??/??/92)   22.94   (m)           75.3    (f) COMPUTED    2 0
 CP2055
 CP2055.Superseded values are not recommended for survey control.
 CP2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2055.See file dsdata.txt to determine how the superseded data were derived.
 CP2055
 CP2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR195638(NAD 83)
 CP2055_MARKER: DB = BENCH MARK DISK
 CP2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2055_STAMPING: 21V72 - 1969
 CP2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2055+STABILITY: SURFACE MOTION
 CP2055
 CP2055  HISTORY     - Date     Condition        Report By
 CP2055  HISTORY     - 1969     MONUMENTED       LADH
 CP2055  HISTORY     - 1970     GOOD             LADTD
 CP2055
 CP2055                          STATION DESCRIPTION
 CP2055
 CP2055'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2055'3.15 MI NW FROM WINNSBORO.
 CP2055'ABOUT 3.15 MILES NORTHWEST ALONG LOUISIANA HIGHWAYS 4 AND 15 FROM THE
 CP2055'COURT HOUSE IN WINNSBORO.  THENCE WEST ALONG LOUISIANA HIGHWAY 4, 0.60
 CP2055'MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTHWEST
 CP2055'ALONG LOUISIANA HIGHWAY 15, 2.55 MILES TO THE MARK.  IT IS 41.5 FEET
 CP2055'EAST OF CENTERLINE OF LOUISIANA HIGHWAY 15, 38.5 FEET WEST OF WEST
 CP2055'RAIL OF MISSOURI PACIFIC RAILROAD TRACK, 1.5 FEET EAST OF A TELEPHONE
 CP2055'POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CP2055'A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2056 ***********************************************************************
 CP2056  DESIGNATION -  21 V 73
 CP2056  PID         -  CP2056
 CP2056  STATE/COUNTY-  LA/FRANKLIN
 CP2056  USGS QUAD   -  WINNSBORO (1983)
 CP2056
 CP2056                         *CURRENT SURVEY CONTROL
 CP2056  ___________________________________________________________________
 CP2056* NAD 83(1986)-  32 11 26.     (N)    091 43 41.     (W)     SCALED    
 CP2056* NAVD 88     -        22.48   (+/-2cm)      73.8    (feet)  VERTCON   
 CP2056  ___________________________________________________________________
 CP2056  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP2056
 CP2056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2056
 CP2056.The horizontal coordinates were scaled from a topographic map and have
 CP2056.an estimated accuracy of +/- 6 seconds.
 CP2056
 CP2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2056.The vertical order pertains to the NGVD 29 superseded value.
 CP2056
 CP2056.The geoid height was determined by GEOID03.
 CP2056
 CP2056;                    North         East    Units  Estimated Accuracy
 CP2056;SPC LA N     -   187,700.    1,072,790.      MT  (+/- 180 meters Scaled)
 CP2056
 CP2056                          SUPERSEDED SURVEY CONTROL
 CP2056
 CP2056  NGVD 29 (??/??/92)   22.50   (m)           73.8    (f) COMPUTED    2 0
 CP2056
 CP2056.Superseded values are not recommended for survey control.
 CP2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2056.See file dsdata.txt to determine how the superseded data were derived.
 CP2056
 CP2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR198622(NAD 83)
 CP2056_MARKER: DB = BENCH MARK DISK
 CP2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2056_STAMPING: 21V73 - 1969
 CP2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2056+STABILITY: SURFACE MOTION
 CP2056
 CP2056  HISTORY     - Date     Condition        Report By
 CP2056  HISTORY     - 1969     MONUMENTED       LADH
 CP2056  HISTORY     - 1970     GOOD             LADTD
 CP2056
 CP2056                          STATION DESCRIPTION
 CP2056
 CP2056'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2056'2.20 MI NW FROM WINNSBORO.
 CP2056'ABOUT 2.20 MILES NORTHWEST ALONG LOUISIANA HIGHWAYS 4 AND 15 FROM THE
 CP2056'COURT HOUSE IN WINNSBORO.  THENCE WEST ALONG LOUISIANA HIGHWAY 4, 0.60
 CP2056'MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTHWEST
 CP2056'ALONG LOUISIANA HIGHWAY 15, 1.60 MILES TO THE MARK.  IT IS 318.0 FEET
 CP2056'WEST OF THE CENTERLINE OF LOUISIANA HIGHWWAY 15, 31.5 FEET WEST OF A
 CP2056'GRAIN BIN, 41.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME
 CP2056'RESIDENCE OWNED BY B. S. LANDIS, AND OCCUPIED BY H. C. ROBERTS, 103.0
 CP2056'FEET NORTHWEST OF A WATER WELL. SET IN TOP OF A CONCRETE POST
 CP2056'PROJECTING 3 INCHES ABOVE GROUND. A STEEL WITNESS POST IS SET EAST OF
 CP2056'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2057 ***********************************************************************
 CP2057  DESIGNATION -  21 V 74
 CP2057  PID         -  CP2057
 CP2057  STATE/COUNTY-  LA/FRANKLIN
 CP2057  USGS QUAD   -  WINNSBORO (1983)
 CP2057
 CP2057                         *CURRENT SURVEY CONTROL
 CP2057  ___________________________________________________________________
 CP2057* NAD 83(1986)-  32 10 35.     (N)    091 43 32.     (W)     SCALED    
 CP2057* NAVD 88     -        21.83   (+/-2cm)      71.6    (feet)  VERTCON   
 CP2057  ___________________________________________________________________
 CP2057  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP2057
 CP2057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2057
 CP2057.The horizontal coordinates were scaled from a topographic map and have
 CP2057.an estimated accuracy of +/- 6 seconds.
 CP2057
 CP2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2057.The vertical order pertains to the NGVD 29 superseded value.
 CP2057
 CP2057.The geoid height was determined by GEOID03.
 CP2057
 CP2057;                    North         East    Units  Estimated Accuracy
 CP2057;SPC LA N     -   186,130.    1,073,030.      MT  (+/- 180 meters Scaled)
 CP2057
 CP2057                          SUPERSEDED SURVEY CONTROL
 CP2057
 CP2057  NGVD 29 (??/??/92)   21.85   (m)           71.7    (f) COMPUTED    2 0
 CP2057
 CP2057.Superseded values are not recommended for survey control.
 CP2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2057.See file dsdata.txt to determine how the superseded data were derived.
 CP2057
 CP2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR201606(NAD 83)
 CP2057_MARKER: DB = BENCH MARK DISK
 CP2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2057_STAMPING: 21V74 - 1969
 CP2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2057+STABILITY: SURFACE MOTION
 CP2057
 CP2057  HISTORY     - Date     Condition        Report By
 CP2057  HISTORY     - 1969     MONUMENTED       LADH
 CP2057  HISTORY     - 1970     GOOD             LADTD
 CP2057  HISTORY     - 1975     GOOD
 CP2057  HISTORY     - 1991     GOOD             USPSQD
 CP2057
 CP2057                          STATION DESCRIPTION
 CP2057
 CP2057'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2057'1.2 MI NW FROM WINNSBORO.
 CP2057'ABOUT 1.20 MILES NORTHWEST ALONG LOUISIANA HIGHWAYS 4 AND 15, FROM THE
 CP2057'COURT HOUSE IN WINNSBORO.  THENCE WEST ALONG LOUISIANA HIGHWAY 4, 0.60
 CP2057'MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTHWEST
 CP2057'ALONG LOUISIANA HIGHWAY 15, 0.60 MILE TO THE MARK.  IT IS 50.5 FEET
 CP2057'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 15, 26.0 FEET SOUTH OF THE
 CP2057'CENTERLINE OF LOWERY STREET, 51.0 FEET SOUTH OF A FIRE HYDRANT, 56.0
 CP2057'FEET SOUTH OF A POWER POLE WITH LIGHT, 1.0 FOOT SOUTH OF A CHAIN LINK
 CP2057'FENCE, 1.0 FOOT SOUTH OF A LOUISIANA HIGHWAY DEPARTMENT OF HIGHWAYS
 CP2057'CONCRETE MARKER.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CP2057'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
 CP2057
 CP2057                          STATION RECOVERY (1975)
 CP2057
 CP2057'RECOVERED 1975
 CP2057'RECOVERED IN GOOD CONDITION.
 CP2057
 CP2057                          STATION RECOVERY (1991)
 CP2057
 CP2057'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2058 ***********************************************************************
 CP2058  DESIGNATION -  21 V 75
 CP2058  PID         -  CP2058
 CP2058  STATE/COUNTY-  LA/FRANKLIN
 CP2058  USGS QUAD   -  BASKINTON (1987)
 CP2058
 CP2058                         *CURRENT SURVEY CONTROL
 CP2058  ___________________________________________________________________
 CP2058* NAD 83(1986)-  32 15 29.     (N)    091 44 48.     (W)     SCALED    
 CP2058* NAVD 88     -        22.18   (+/-2cm)      72.8    (feet)  VERTCON   
 CP2058  ___________________________________________________________________
 CP2058  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2058
 CP2058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2058
 CP2058.The horizontal coordinates were scaled from a topographic map and have
 CP2058.an estimated accuracy of +/- 6 seconds.
 CP2058
 CP2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2058.The vertical order pertains to the NGVD 29 superseded value.
 CP2058
 CP2058.The geoid height was determined by GEOID03.
 CP2058
 CP2058;                    North         East    Units  Estimated Accuracy
 CP2058;SPC LA N     -   195,170.    1,070,980.      MT  (+/- 180 meters Scaled)
 CP2058
 CP2058                          SUPERSEDED SURVEY CONTROL
 CP2058
 CP2058  NGVD 29 (??/??/92)   22.199  (m)           72.83   (f) ADJ UNCH    2 0
 CP2058
 CP2058.Superseded values are not recommended for survey control.
 CP2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2058.See file dsdata.txt to determine how the superseded data were derived.
 CP2058
 CP2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR180697(NAD 83)
 CP2058_MARKER: DB = BENCH MARK DISK
 CP2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2058_STAMPING: 21V75 1969
 CP2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2058+STABILITY: SURFACE MOTION
 CP2058
 CP2058  HISTORY     - Date     Condition        Report By
 CP2058  HISTORY     - 1969     MONUMENTED       LADH
 CP2058  HISTORY     - 1970     GOOD             LADTD
 CP2058
 CP2058                          STATION DESCRIPTION
 CP2058
 CP2058'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2058'0.25 MI SW FROM BASKIN.
 CP2058'ABOUT 0.25 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 857 FROM THE BASKIN
 CP2058'HIGH SCHOOL.  THENCE SOUTHWEST ALONG LOUISIANA HIGHWAY 857, 0.25 MILES
 CP2058'TO THE MARK.  IT IS 101.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA
 CP2058'HIGHWAY 857, 25.0 FEET EAST OF THE CENTERLINE OF THE MISSOURI PACIFIC
 CP2058'RAILROAD TRACK, 28.0 FEET WEST OF A BLACKTOP STREET, 105 FEET EAST OF
 CP2058'THE CENTERLINE OF LOUISIANA HIGHWAY 15.  SET IN TOP OF A CONCRETE POST
 CP2058'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2058'FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2059 ***********************************************************************
 CP2059  DESIGNATION -  21 V 76
 CP2059  PID         -  CP2059
 CP2059  STATE/COUNTY-  LA/FRANKLIN
 CP2059  USGS QUAD   -  BASKINTON (1987)
 CP2059
 CP2059                         *CURRENT SURVEY CONTROL
 CP2059  ___________________________________________________________________
 CP2059* NAD 83(1986)-  32 16 11.     (N)    091 44 13.     (W)     SCALED    
 CP2059* NAVD 88     -        22.37   (+/-2cm)      73.4    (feet)  VERTCON   
 CP2059  ___________________________________________________________________
 CP2059  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2059
 CP2059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2059
 CP2059.The horizontal coordinates were scaled from a topographic map and have
 CP2059.an estimated accuracy of +/- 6 seconds.
 CP2059
 CP2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2059.The vertical order pertains to the NGVD 29 superseded value.
 CP2059
 CP2059.The geoid height was determined by GEOID03.
 CP2059
 CP2059;                    North         East    Units  Estimated Accuracy
 CP2059;SPC LA N     -   196,470.    1,071,890.      MT  (+/- 180 meters Scaled)
 CP2059
 CP2059                          SUPERSEDED SURVEY CONTROL
 CP2059
 CP2059  NGVD 29 (??/??/92)   22.387  (m)           73.45   (f) ADJ UNCH    2 0
 CP2059
 CP2059.Superseded values are not recommended for survey control.
 CP2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2059.See file dsdata.txt to determine how the superseded data were derived.
 CP2059
 CP2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR189710(NAD 83)
 CP2059_MARKER: DB = BENCH MARK DISK
 CP2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2059_STAMPING: 21V76 1970
 CP2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2059+STABILITY: SURFACE MOTION
 CP2059
 CP2059  HISTORY     - Date     Condition        Report By
 CP2059  HISTORY     - 1970     MONUMENTED       LADH
 CP2059
 CP2059                          STATION DESCRIPTION
 CP2059
 CP2059'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2059'0.70 MI NE FROM BASKIN.
 CP2059'ABOUT 0.70 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 857 FROM BASKIN
 CP2059'HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857, 0.70 MILE
 CP2059'TO THE MARK.  IT IS 97.0 FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY
 CP2059'857, 53.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CARPORT
 CP2059'ATTACHED TO RESIDENCE BELONGING OF T.A. LORD, 1.0 FOOT SOUTH OF A MESH
 CP2059'AND BARBWIRE FENCE, 61.0 FEET EAST OF A POWER POLE, AND FENCE CORNER,
 CP2059'56.0 FEET NORTH OF A GRAVEL DRIVEWAY.  SET IN TOP OF A CONCRETE POST
 CP2059'PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2059'FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2060 ***********************************************************************
 CP2060  DESIGNATION -  21 V 77
 CP2060  PID         -  CP2060
 CP2060  STATE/COUNTY-  LA/FRANKLIN
 CP2060  USGS QUAD   -  BASKINTON (1987)
 CP2060
 CP2060                         *CURRENT SURVEY CONTROL
 CP2060  ___________________________________________________________________
 CP2060* NAD 83(1986)-  32 16 55.     (N)    091 43 47.     (W)     SCALED    
 CP2060* NAVD 88     -        23.75   (+/-2cm)      77.9    (feet)  VERTCON   
 CP2060  ___________________________________________________________________
 CP2060  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2060
 CP2060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2060
 CP2060.The horizontal coordinates were scaled from a topographic map and have
 CP2060.an estimated accuracy of +/- 6 seconds.
 CP2060
 CP2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2060.The vertical order pertains to the NGVD 29 superseded value.
 CP2060
 CP2060.The geoid height was determined by GEOID03.
 CP2060
 CP2060;                    North         East    Units  Estimated Accuracy
 CP2060;SPC LA N     -   197,830.    1,072,560.      MT  (+/- 180 meters Scaled)
 CP2060
 CP2060                          SUPERSEDED SURVEY CONTROL
 CP2060
 CP2060  NGVD 29 (??/??/92)   23.772  (m)           77.99   (f) ADJ UNCH    2 0
 CP2060
 CP2060.Superseded values are not recommended for survey control.
 CP2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2060.See file dsdata.txt to determine how the superseded data were derived.
 CP2060
 CP2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR196723(NAD 83)
 CP2060_MARKER: DB = BENCH MARK DISK
 CP2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2060_STAMPING: 21V77 1970
 CP2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2060+STABILITY: SURFACE MOTION
 CP2060
 CP2060  HISTORY     - Date     Condition        Report By
 CP2060  HISTORY     - 1970     MONUMENTED       LADH
 CP2060
 CP2060                          STATION DESCRIPTION
 CP2060
 CP2060'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2060'1.65 MI NE FROM BASKIN.
 CP2060'ABOUT 1.65 MILES NORTHEAST OF BASKIN HIGH SCHOOL ALONG LOUISIANA
 CP2060'HIGHWAY 857.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857, 1.65 MILES
 CP2060'TO THE MARK.  IT IS 18.0 FEET SOUTH OF A DRIVEWAY, 108.0 FEET EAST OF
 CP2060'THE CENTERLINE OF LOUISIANA HIGHWAY 857, 1.0 FOOT NORTH OF A BARBWIRE
 CP2060'FENCE, 78.0 FEET SOUTHEAST OF A POWER POLE, 68.0 FEET EAST OF A FENCE
 CP2060'CORNER ON PROPERTY BELONGING TO J. T. HILBUN.  SET IN TOP OF A
 CP2060'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP2060'IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2061 ***********************************************************************
 CP2061  DESIGNATION -  21 V 78
 CP2061  PID         -  CP2061
 CP2061  STATE/COUNTY-  LA/FRANKLIN
 CP2061  USGS QUAD   -  BASKINTON (1987)
 CP2061
 CP2061                         *CURRENT SURVEY CONTROL
 CP2061  ___________________________________________________________________
 CP2061* NAD 83(1986)-  32 17 45.     (N)    091 43 25.     (W)     SCALED    
 CP2061* NAVD 88     -        23.28   (+/-2cm)      76.4    (feet)  VERTCON   
 CP2061  ___________________________________________________________________
 CP2061  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2061
 CP2061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2061
 CP2061.The horizontal coordinates were scaled from a topographic map and have
 CP2061.an estimated accuracy of +/- 6 seconds.
 CP2061
 CP2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2061.The vertical order pertains to the NGVD 29 superseded value.
 CP2061
 CP2061.The geoid height was determined by GEOID03.
 CP2061
 CP2061;                    North         East    Units  Estimated Accuracy
 CP2061;SPC LA N     -   199,380.    1,073,120.      MT  (+/- 180 meters Scaled)
 CP2061
 CP2061                          SUPERSEDED SURVEY CONTROL
 CP2061
 CP2061  NGVD 29 (??/??/92)   23.298  (m)           76.44   (f) ADJ UNCH    2 0
 CP2061
 CP2061.Superseded values are not recommended for survey control.
 CP2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2061.See file dsdata.txt to determine how the superseded data were derived.
 CP2061
 CP2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR201739(NAD 83)
 CP2061_MARKER: DB = BENCH MARK DISK
 CP2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2061_STAMPING: 21V78 1970
 CP2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2061+STABILITY: SURFACE MOTION
 CP2061
 CP2061  HISTORY     - Date     Condition        Report By
 CP2061  HISTORY     - 1970     MONUMENTED       LADH
 CP2061
 CP2061                          STATION DESCRIPTION
 CP2061
 CP2061'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2061'2.65 MI NE FROM BASKIN.
 CP2061'ABOUT 2.65 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 857 FROM THE BASKIN
 CP2061'HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857, 2.65 MILES
 CP2061'TO THE MARK.  IT IS 70.0 FEET EAST OF THE CENTERLINE OF LOUISIANA
 CP2061'HIGHWAY 857, 1.0 FOOT WEST OF A MESH AND BARBWIRE FENCE, 68.0 FEET
 CP2061'SOUTHEAST OF A FENCE CORNER, 88.0 FEET NORTHEAST OF A TELEPHONE POLE,
 CP2061'139.0 FEET NORTHEAST OF A POWER POLE.  SET IN TOP OF A CONCRETE POST
 CP2061'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2061'FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2062 ***********************************************************************
 CP2062  DESIGNATION -  21 V 79
 CP2062  PID         -  CP2062
 CP2062  STATE/COUNTY-  LA/FRANKLIN
 CP2062  USGS QUAD   -  BASKINTON (1987)
 CP2062
 CP2062                         *CURRENT SURVEY CONTROL
 CP2062  ___________________________________________________________________
 CP2062* NAD 83(1986)-  32 18 28.     (N)    091 42 57.     (W)     SCALED    
 CP2062* NAVD 88     -        24.57   (+/-2cm)      80.6    (feet)  VERTCON   
 CP2062  ___________________________________________________________________
 CP2062  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2062
 CP2062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2062
 CP2062.The horizontal coordinates were scaled from a topographic map and have
 CP2062.an estimated accuracy of +/- 6 seconds.
 CP2062
 CP2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2062.The vertical order pertains to the NGVD 29 superseded value.
 CP2062
 CP2062.The geoid height was determined by GEOID03.
 CP2062
 CP2062;                    North         East    Units  Estimated Accuracy
 CP2062;SPC LA N     -   200,710.    1,073,850.      MT  (+/- 180 meters Scaled)
 CP2062
 CP2062                          SUPERSEDED SURVEY CONTROL
 CP2062
 CP2062  NGVD 29 (??/??/92)   24.590  (m)           80.68   (f) ADJ UNCH    2 0
 CP2062
 CP2062.Superseded values are not recommended for survey control.
 CP2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2062.See file dsdata.txt to determine how the superseded data were derived.
 CP2062
 CP2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR208752(NAD 83)
 CP2062_MARKER: DB = BENCH MARK DISK
 CP2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2062_STAMPING: 21V79 1970
 CP2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2062+STABILITY: SURFACE MOTION
 CP2062
 CP2062  HISTORY     - Date     Condition        Report By
 CP2062  HISTORY     - 1970     MONUMENTED       LADH
 CP2062  HISTORY     - 1991     GOOD             USPSQD
 CP2062
 CP2062                          STATION DESCRIPTION
 CP2062
 CP2062'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2062'3.60 MI NE FROM BASKIN.
 CP2062'ABOUT 3.60 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 857 FROM BASKIN
 CP2062'HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857, 3.60 MILES
 CP2062'TO THE MARK.  IT IS 92.0 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2062'HIGHWAY 857, 28.0 FEET SOUTHWEST FROM THE SOUTHEAST CORNER OF A WHITE
 CP2062'FRAME TENNANT HOUSE, ABOUT 75.0 FEET SOUTH OF A DIRT ROAD, 53.0 FEET
 CP2062'NORTHWEST OF A POWER POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 3
 CP2062'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF
 CP2062'THE MARK.
 CP2062
 CP2062                          STATION RECOVERY (1991)
 CP2062
 CP2062'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1998 ***********************************************************************
 CP1998  DESIGNATION -  21 V 8
 CP1998  PID         -  CP1998
 CP1998  STATE/COUNTY-  LA/FRANKLIN
 CP1998  USGS QUAD   -  GILBERT (1983)
 CP1998
 CP1998                         *CURRENT SURVEY CONTROL
 CP1998  ___________________________________________________________________
 CP1998* NAD 83(1986)-  32 02 28.     (N)    091 41 17.     (W)     SCALED    
 CP1998* NAVD 88     -        22.18   (+/-2cm)      72.8    (feet)  VERTCON   
 CP1998  ___________________________________________________________________
 CP1998  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP1998
 CP1998  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1998
 CP1998.The horizontal coordinates were scaled from a topographic map and have
 CP1998.an estimated accuracy of +/- 6 seconds.
 CP1998
 CP1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1998.The vertical order pertains to the NGVD 29 superseded value.
 CP1998
 CP1998.The geoid height was determined by GEOID03.
 CP1998
 CP1998;                    North         East    Units  Estimated Accuracy
 CP1998;SPC LA N     -   171,160.    1,076,680.      MT  (+/- 180 meters Scaled)
 CP1998
 CP1998                          SUPERSEDED SURVEY CONTROL
 CP1998
 CP1998  NGVD 29 (??/??/92)   22.197  (m)           72.82   (f) ADJ UNCH    2 0
 CP1998
 CP1998.Superseded values are not recommended for survey control.
 CP1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1998.See file dsdata.txt to determine how the superseded data were derived.
 CP1998
 CP1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR238457(NAD 83)
 CP1998_MARKER: DB = BENCH MARK DISK
 CP1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1998_STAMPING: 21V8 1969
 CP1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1998+STABILITY: SURFACE MOTION
 CP1998
 CP1998  HISTORY     - Date     Condition        Report By
 CP1998  HISTORY     - 1969     MONUMENTED       LADH
 CP1998
 CP1998                          STATION DESCRIPTION
 CP1998
 CP1998'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CP1998'7.90 MI E FROM FT NECESSITY.
 CP1998'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP1998'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4 AND 128.
 CP1998'THENCE ABOUT 6.70 MILES EAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1998'MARKER.  IT IS 100.8 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP1998'128, 43.0 FEET WEST OF A GRAVEL DRIVE WAY TO FARM EQUIPMENT
 CP1998'HEADQUARTERS, 1.3 FEET NORTH OF THE NORTHEAST CORNER OF A METAL BARN.
 CP1998'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A
 CP1998'STEEL WITNESS POST IS SET 0.5 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2063 ***********************************************************************
 CP2063  DESIGNATION -  21 V 80
 CP2063  PID         -  CP2063
 CP2063  STATE/COUNTY-  LA/FRANKLIN
 CP2063  USGS QUAD   -  BASKINTON (1987)
 CP2063
 CP2063                         *CURRENT SURVEY CONTROL
 CP2063  ___________________________________________________________________
 CP2063* NAD 83(1986)-  32 19 09.     (N)    091 42 33.     (W)     SCALED    
 CP2063* NAVD 88     -        22.21   (+/-2cm)      72.9    (feet)  VERTCON   
 CP2063  ___________________________________________________________________
 CP2063  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2063
 CP2063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2063
 CP2063.The horizontal coordinates were scaled from a topographic map and have
 CP2063.an estimated accuracy of +/- 6 seconds.
 CP2063
 CP2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2063.The vertical order pertains to the NGVD 29 superseded value.
 CP2063
 CP2063.The geoid height was determined by GEOID03.
 CP2063
 CP2063;                    North         East    Units  Estimated Accuracy
 CP2063;SPC LA N     -   201,970.    1,074,460.      MT  (+/- 180 meters Scaled)
 CP2063
 CP2063                          SUPERSEDED SURVEY CONTROL
 CP2063
 CP2063  NGVD 29 (??/??/92)   22.232  (m)           72.94   (f) ADJ UNCH    2 0
 CP2063
 CP2063.Superseded values are not recommended for survey control.
 CP2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2063.See file dsdata.txt to determine how the superseded data were derived.
 CP2063
 CP2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR215765(NAD 83)
 CP2063_MARKER: DB = BENCH MARK DISK
 CP2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2063_STAMPING: 21V80 1970
 CP2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2063+STABILITY: SURFACE MOTION
 CP2063
 CP2063  HISTORY     - Date     Condition        Report By
 CP2063  HISTORY     - 1970     MONUMENTED       LADH
 CP2063  HISTORY     - 1970     GOOD             LADTD
 CP2063  HISTORY     - 1991     GOOD             USPSQD
 CP2063
 CP2063                          STATION DESCRIPTION
 CP2063
 CP2063'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2063'4.45 MI NE FROM BASKIN.
 CP2063'ABOUT 4.45 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 857 FROM THE BASKIN
 CP2063'HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857, 4.45 MILES
 CP2063'TO THE MARK.  IT IS 130.0 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2063'HIGHWAY 857, 77.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP2063'132, 30.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STORE BUILDING.
 CP2063'1.0 FOOT EAST OF A FENCE, 38.0 FEET NORTH OF A POWER POLE AND FENCE
 CP2063'CORNER.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP2063'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
 CP2063
 CP2063                          STATION RECOVERY (1991)
 CP2063
 CP2063'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2064 ***********************************************************************
 CP2064  DESIGNATION -  21 V 81
 CP2064  PID         -  CP2064
 CP2064  STATE/COUNTY-  LA/FRANKLIN
 CP2064  USGS QUAD   -  BASKINTON (1987)
 CP2064
 CP2064                         *CURRENT SURVEY CONTROL
 CP2064  ___________________________________________________________________
 CP2064* NAD 83(1986)-  32 19 50.     (N)    091 41 52.     (W)     SCALED    
 CP2064* NAVD 88     -        23.39   (+/-2cm)      76.7    (feet)  VERTCON   
 CP2064  ___________________________________________________________________
 CP2064  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2064
 CP2064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2064
 CP2064.The horizontal coordinates were scaled from a topographic map and have
 CP2064.an estimated accuracy of +/- 6 seconds.
 CP2064
 CP2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2064.The vertical order pertains to the NGVD 29 superseded value.
 CP2064
 CP2064.The geoid height was determined by GEOID03.
 CP2064
 CP2064;                    North         East    Units  Estimated Accuracy
 CP2064;SPC LA N     -   203,240.    1,075,530.      MT  (+/- 180 meters Scaled)
 CP2064
 CP2064                          SUPERSEDED SURVEY CONTROL
 CP2064
 CP2064  NGVD 29 (??/??/92)   23.410  (m)           76.80   (f) ADJ UNCH    2 0
 CP2064
 CP2064.Superseded values are not recommended for survey control.
 CP2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2064.See file dsdata.txt to determine how the superseded data were derived.
 CP2064
 CP2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR225778(NAD 83)
 CP2064_MARKER: DB = BENCH MARK DISK
 CP2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2064_STAMPING: 21V81 1970
 CP2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2064+STABILITY: SURFACE MOTION
 CP2064
 CP2064  HISTORY     - Date     Condition        Report By
 CP2064  HISTORY     - 1970     MONUMENTED       LADH
 CP2064  HISTORY     - 1970     GOOD             LADTD
 CP2064  HISTORY     - 1991     GOOD             USPSQD
 CP2064
 CP2064                          STATION DESCRIPTION
 CP2064
 CP2064'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2064'5.45 MI NE FROM BASKIN.
 CP2064'ABOUT 5.45 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 857 AND 132 FROM
 CP2064'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2064'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2064'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 1.0 MILE TO THE
 CP2064'MARK.  IT IS 72.0 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA
 CP2064'HIGHWAY 132, 2.0 FEET NORTHWEST OF A BARBWIRE FENCE, 31.0 FEET
 CP2064'SOUTHEAST OF A FENCE CORNER, 50.0 FEET SOUTHEAST OF THE SOUTHEAST END
 CP2064'OF A 36 INCH METAL CULVERT UNDER LOUISIANA HIGHWAY 132, 67.0 FEET EAST
 CP2064'OF A POWER POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES
 CP2064'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET WEST OF THE MARK.
 CP2064
 CP2064                          STATION RECOVERY (1991)
 CP2064
 CP2064'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2065 ***********************************************************************
 CP2065  DESIGNATION -  21 V 82
 CP2065  PID         -  CP2065
 CP2065  STATE/COUNTY-  LA/FRANKLIN
 CP2065  USGS QUAD   -  BASKINTON (1987)
 CP2065
 CP2065                         *CURRENT SURVEY CONTROL
 CP2065  ___________________________________________________________________
 CP2065* NAD 83(1986)-  32 20 18.     (N)    091 41 08.     (W)     SCALED    
 CP2065* NAVD 88     -        24.72   (+/-2cm)      81.1    (feet)  VERTCON   
 CP2065  ___________________________________________________________________
 CP2065  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2065
 CP2065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2065
 CP2065.The horizontal coordinates were scaled from a topographic map and have
 CP2065.an estimated accuracy of +/- 6 seconds.
 CP2065
 CP2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2065.The vertical order pertains to the NGVD 29 superseded value.
 CP2065
 CP2065.The geoid height was determined by GEOID03.
 CP2065
 CP2065;                    North         East    Units  Estimated Accuracy
 CP2065;SPC LA N     -   204,120.    1,076,670.      MT  (+/- 180 meters Scaled)
 CP2065
 CP2065                          SUPERSEDED SURVEY CONTROL
 CP2065
 CP2065  NGVD 29 (??/??/92)   24.739  (m)           81.16   (f) ADJ UNCH    2 0
 CP2065
 CP2065.Superseded values are not recommended for survey control.
 CP2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2065.See file dsdata.txt to determine how the superseded data were derived.
 CP2065
 CP2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR237786(NAD 83)
 CP2065_MARKER: DB = BENCH MARK DISK
 CP2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2065_STAMPING: 21V82 1970
 CP2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2065+STABILITY: SURFACE MOTION
 CP2065
 CP2065  HISTORY     - Date     Condition        Report By
 CP2065  HISTORY     - 1970     MONUMENTED       LADH
 CP2065  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CP2065
 CP2065                          STATION DESCRIPTION
 CP2065
 CP2065'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2065'6.35 MI NE FROM BASKIN.
 CP2065'ABOUT 6.35 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2065'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2065'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2065'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 1.90 MILES TO THE
 CP2065'MARK.  IT IS 94.0 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA
 CP2065'HIGHWAY 132, 47.0 FEET SOUTHEAST OF A BARBWIRE FENCE, 53.0 FEET
 CP2065'SOUTHEAST OF A TELEPHONE POLE, 8.0 FEET SOUTH OF AN UNDERGROUND
 CP2065'TELEPHONE CABLE WARNING POST.  SET IN TOP OF A CONCRETE POST
 CP2065'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2065'FOOT NORTHWEST OF THE MARK.
 CP2065
 CP2065                          STATION RECOVERY (1991)
 CP2065
 CP2065'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2066 ***********************************************************************
 CP2066  DESIGNATION -  21 V 83
 CP2066  PID         -  CP2066
 CP2066  STATE/COUNTY-  LA/FRANKLIN
 CP2066  USGS QUAD   -  BASKINTON (1987)
 CP2066
 CP2066                         *CURRENT SURVEY CONTROL
 CP2066  ___________________________________________________________________
 CP2066* NAD 83(1986)-  32 21 06.     (N)    091 40 51.     (W)     SCALED    
 CP2066* NAVD 88     -        23.48   (+/-2cm)      77.0    (feet)  VERTCON   
 CP2066  ___________________________________________________________________
 CP2066  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2066
 CP2066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2066
 CP2066.The horizontal coordinates were scaled from a topographic map and have
 CP2066.an estimated accuracy of +/- 6 seconds.
 CP2066
 CP2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2066.The vertical order pertains to the NGVD 29 superseded value.
 CP2066
 CP2066.The geoid height was determined by GEOID03.
 CP2066
 CP2066;                    North         East    Units  Estimated Accuracy
 CP2066;SPC LA N     -   205,600.    1,077,100.      MT  (+/- 180 meters Scaled)
 CP2066
 CP2066                          SUPERSEDED SURVEY CONTROL
 CP2066
 CP2066  NGVD 29 (??/??/92)   23.501  (m)           77.10   (f) ADJ UNCH    2 0
 CP2066
 CP2066.Superseded values are not recommended for survey control.
 CP2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2066.See file dsdata.txt to determine how the superseded data were derived.
 CP2066
 CP2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR241801(NAD 83)
 CP2066_MARKER: DB = BENCH MARK DISK
 CP2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2066_STAMPING: 21V83 1970
 CP2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2066+STABILITY: SURFACE MOTION
 CP2066
 CP2066  HISTORY     - Date     Condition        Report By
 CP2066  HISTORY     - 1970     MONUMENTED       LADH
 CP2066  HISTORY     - 1980     GOOD             LOCSUR
 CP2066  HISTORY     - 1991     GOOD             USPSQD
 CP2066
 CP2066                          STATION DESCRIPTION
 CP2066
 CP2066'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2066'7.30 MI NE FROM BASKIN.
 CP2066'ABOUT 7.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 857 AND 132 FROM
 CP2066'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2066'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2066'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 2.85 MILES TO THE
 CP2066'MARK.  IT IS 70.0 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP2066'132, 30.0 FEET WEST OF A POWER POLE, AND FENCE CORNER, 1.5 FEET SOUTH
 CP2066'OF A BARBWIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 6
 CP2066'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE
 CP2066'MARK.
 CP2066
 CP2066                          STATION RECOVERY (1980)
 CP2066
 CP2066'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CP2066'ABOUT 7.30 MILES NORTHEAST ALONG LA 857 AND 132 FROM THE BASKIN HIGH
 CP2066'SCHOOL, THENCE NORTHEAST ALONG LA. 857, 4.45 MILES TO THE
 CP2066'INTERSECTION OF LA. 132, THENCE CONTINUING NORTHEAST ALONG LA. 132,
 CP2066'2.85 MILES TO THE MARK. IT IS 70.0' WEST OF THE CENTERLINE OF LA 132.
 CP2066'30.0' WEST OF A POWER POLE, AND FENCE CORNER, 1.5 SOUTH OF A BARBWIRE
 CP2066'FENCE, SET IN TOP OF A CONCRETE POST PROJECTING 6' ABOVE GROUND. A
 CP2066'STEEL WITNESS IS SET 1.0' EAST OF THE MARK.
 CP2066
 CP2066                          STATION RECOVERY (1991)
 CP2066
 CP2066'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2067 ***********************************************************************
 CP2067  DESIGNATION -  21 V 84
 CP2067  PID         -  CP2067
 CP2067  STATE/COUNTY-  LA/FRANKLIN
 CP2067  USGS QUAD   -  BASKINTON (1987)
 CP2067
 CP2067                         *CURRENT SURVEY CONTROL
 CP2067  ___________________________________________________________________
 CP2067* NAD 83(1986)-  32 21 45.     (N)    091 40 16.     (W)     SCALED    
 CP2067* NAVD 88     -        23.95   (+/-2cm)      78.6    (feet)  VERTCON   
 CP2067  ___________________________________________________________________
 CP2067  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2067
 CP2067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2067
 CP2067.The horizontal coordinates were scaled from a topographic map and have
 CP2067.an estimated accuracy of +/- 6 seconds.
 CP2067
 CP2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2067.The vertical order pertains to the NGVD 29 superseded value.
 CP2067
 CP2067.The geoid height was determined by GEOID03.
 CP2067
 CP2067;                    North         East    Units  Estimated Accuracy
 CP2067;SPC LA N     -   206,810.    1,078,010.      MT  (+/- 180 meters Scaled)
 CP2067
 CP2067                          SUPERSEDED SURVEY CONTROL
 CP2067
 CP2067  NGVD 29 (??/??/92)   23.974  (m)           78.65   (f) ADJ UNCH    2 0
 CP2067
 CP2067.Superseded values are not recommended for survey control.
 CP2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2067.See file dsdata.txt to determine how the superseded data were derived.
 CP2067
 CP2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR250813(NAD 83)
 CP2067_MARKER: DB = BENCH MARK DISK
 CP2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2067_STAMPING: 21V84 1970
 CP2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2067+STABILITY: SURFACE MOTION
 CP2067
 CP2067  HISTORY     - Date     Condition        Report By
 CP2067  HISTORY     - 1970     MONUMENTED       LADH
 CP2067  HISTORY     - 1991     GOOD             USPSQD
 CP2067
 CP2067                          STATION DESCRIPTION
 CP2067
 CP2067'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2067'8.25 MI NE FROM BASKIN.
 CP2067'ABOUT 8.25 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2067'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2067'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2067'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 3.80 MILES TO THE
 CP2067'MARK.  IT IS 84.0 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA
 CP2067'HIGHWAY 132, 54.0 FEET SOUTHWEST OF THE CENTERLINE OF A PARISH GRAVEL
 CP2067'ROAD, 55.0 FEET NORTHWEST OF A POWER POLE.  SET IN TOP OF A CONCRETE
 CP2067'POST PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET
 CP2067'1.3 FEET SOUTHWEST OF THE MARK.
 CP2067
 CP2067                          STATION RECOVERY (1991)
 CP2067
 CP2067'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2068 ***********************************************************************
 CP2068  DESIGNATION -  21 V 85
 CP2068  PID         -  CP2068
 CP2068  STATE/COUNTY-  LA/FRANKLIN
 CP2068  USGS QUAD   -  BASKINTON (1987)
 CP2068
 CP2068                         *CURRENT SURVEY CONTROL
 CP2068  ___________________________________________________________________
 CP2068* NAD 83(1986)-  32 22 26.     (N)    091 39 42.     (W)     SCALED    
 CP2068* NAVD 88     -        25.93   (+/-2cm)      85.1    (feet)  VERTCON   
 CP2068  ___________________________________________________________________
 CP2068  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2068
 CP2068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2068
 CP2068.The horizontal coordinates were scaled from a topographic map and have
 CP2068.an estimated accuracy of +/- 6 seconds.
 CP2068
 CP2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2068.The vertical order pertains to the NGVD 29 superseded value.
 CP2068
 CP2068.The geoid height was determined by GEOID03.
 CP2068
 CP2068;                    North         East    Units  Estimated Accuracy
 CP2068;SPC LA N     -   208,080.    1,078,890.      MT  (+/- 180 meters Scaled)
 CP2068
 CP2068                          SUPERSEDED SURVEY CONTROL
 CP2068
 CP2068  NGVD 29 (??/??/92)   25.948  (m)           85.13   (f) ADJ UNCH    2 0
 CP2068
 CP2068.Superseded values are not recommended for survey control.
 CP2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2068.See file dsdata.txt to determine how the superseded data were derived.
 CP2068
 CP2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR259826(NAD 83)
 CP2068_MARKER: DB = BENCH MARK DISK
 CP2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2068_STAMPING: 21V85 1970
 CP2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2068+STABILITY: SURFACE MOTION
 CP2068
 CP2068  HISTORY     - Date     Condition        Report By
 CP2068  HISTORY     - 1970     MONUMENTED       LADH
 CP2068  HISTORY     - 1991     GOOD             USPSQD
 CP2068
 CP2068                          STATION DESCRIPTION
 CP2068
 CP2068'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2068'9.25 MI NE FROM BASKIN.
 CP2068'ABOUT 9.25 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132, FROM
 CP2068'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2068'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2068'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 4.80 MILES TO THE
 CP2068'MARK.  IT IS 66.0 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA
 CP2068'HIGHWAY 132, 159.0 FEET SOUTH OF A POWER POLE.  SET IN TOP OF A
 CP2068'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND, ON PROPERTY BELONGING
 CP2068'TO FULLER ESTATE.  A STEEL WITNESS POST IS SET 1.0 FOOT WEST OF THE
 CP2068'MARK.
 CP2068
 CP2068                          STATION RECOVERY (1991)
 CP2068
 CP2068'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2069 ***********************************************************************
 CP2069  DESIGNATION -  21 V 86
 CP2069  PID         -  CP2069
 CP2069  STATE/COUNTY-  LA/FRANKLIN
 CP2069  USGS QUAD   -  BEE BAYOU (1987)
 CP2069
 CP2069                         *CURRENT SURVEY CONTROL
 CP2069  ___________________________________________________________________
 CP2069* NAD 83(1986)-  32 22 57.     (N)    091 38 53.     (W)     SCALED    
 CP2069* NAVD 88     -        24.84   (+/-2cm)      81.5    (feet)  VERTCON   
 CP2069  ___________________________________________________________________
 CP2069  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2069
 CP2069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2069
 CP2069.The horizontal coordinates were scaled from a topographic map and have
 CP2069.an estimated accuracy of +/- 6 seconds.
 CP2069
 CP2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2069.The vertical order pertains to the NGVD 29 superseded value.
 CP2069
 CP2069.The geoid height was determined by GEOID03.
 CP2069
 CP2069;                    North         East    Units  Estimated Accuracy
 CP2069;SPC LA N     -   209,040.    1,080,160.      MT  (+/- 180 meters Scaled)
 CP2069
 CP2069                          SUPERSEDED SURVEY CONTROL
 CP2069
 CP2069  NGVD 29 (??/??/92)   24.860  (m)           81.56   (f) ADJ UNCH    2 0
 CP2069
 CP2069.Superseded values are not recommended for survey control.
 CP2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2069.See file dsdata.txt to determine how the superseded data were derived.
 CP2069
 CP2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR271836(NAD 83)
 CP2069_MARKER: DB = BENCH MARK DISK
 CP2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2069_STAMPING: 21V86 1970
 CP2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2069+STABILITY: SURFACE MOTION
 CP2069
 CP2069  HISTORY     - Date     Condition        Report By
 CP2069  HISTORY     - 1970     MONUMENTED       LADH
 CP2069  HISTORY     - 1991     GOOD             USPSQD
 CP2069
 CP2069                          STATION DESCRIPTION
 CP2069
 CP2069'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2069'10.20 MI NE FROM BASKIN.
 CP2069'ABOUT 10.20 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2069'THE BASKIN HIGH SCHOOL  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2069'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2069'CONTINUING NORTHEAST LOUISIANA HIGHWAY 132, 5.75 MILES TO THE MARK. IT
 CP2069'IS 119.0 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 132,
 CP2069'36.5 FEET NORTHEAST OF A BLACK TOP ROAD, 6.0 FEET EAST OF A 24 INCH
 CP2069'PINE TREE, 94.0 FEET SOUTHWEST OF A POWER POLE, 1.7 FEET WEST OF A
 CP2069'BARBWIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES
 CP2069'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.3 FEET WEST OF THE MARK.
 CP2069
 CP2069                          STATION RECOVERY (1991)
 CP2069
 CP2069'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2070 ***********************************************************************
 CP2070  DESIGNATION -  21 V 87
 CP2070  PID         -  CP2070
 CP2070  STATE/COUNTY-  LA/FRANKLIN
 CP2070  USGS QUAD   -  BEE BAYOU (1987)
 CP2070
 CP2070                         *CURRENT SURVEY CONTROL
 CP2070  ___________________________________________________________________
 CP2070* NAD 83(1986)-  32 23 06.     (N)    091 38 00.     (W)     SCALED    
 CP2070* NAVD 88     -        26.03   (+/-2cm)      85.4    (feet)  VERTCON   
 CP2070  ___________________________________________________________________
 CP2070  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP2070
 CP2070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2070
 CP2070.The horizontal coordinates were scaled from a topographic map and have
 CP2070.an estimated accuracy of +/- 6 seconds.
 CP2070
 CP2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2070.The vertical order pertains to the NGVD 29 superseded value.
 CP2070
 CP2070.The geoid height was determined by GEOID03.
 CP2070
 CP2070;                    North         East    Units  Estimated Accuracy
 CP2070;SPC LA N     -   209,330.    1,081,550.      MT  (+/- 180 meters Scaled)
 CP2070
 CP2070                          SUPERSEDED SURVEY CONTROL
 CP2070
 CP2070  NGVD 29 (??/??/92)   26.047  (m)           85.46   (f) ADJ UNCH    2 0
 CP2070
 CP2070.Superseded values are not recommended for survey control.
 CP2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2070.See file dsdata.txt to determine how the superseded data were derived.
 CP2070
 CP2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR285839(NAD 83)
 CP2070_MARKER: DB = BENCH MARK DISK
 CP2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2070_STAMPING: 21V87 1970
 CP2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2070+STABILITY: SURFACE MOTION
 CP2070
 CP2070  HISTORY     - Date     Condition        Report By
 CP2070  HISTORY     - 1970     MONUMENTED       LADH
 CP2070  HISTORY     - 1991     GOOD             USPSQD
 CP2070
 CP2070                          STATION DESCRIPTION
 CP2070
 CP2070'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2070'11.10 MI NE FROM BASKIN.
 CP2070'ABOUT 11.10 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2070'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST LONG LOUISIANA HIGHWAY 857,
 CP2070'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2070'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 6.65 MILES TO THE
 CP2070'MARK.  IT IS 75.0 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA
 CP2070'HIGHWAY 132, 37.0 FEET SOUTHWEST OF A GRAVEL DRIVE, 34.0 FEET SOUTH OF
 CP2070'A FENCE CORNER.  139.0 FEET NORTHEAST OF NORTHEAST CORNER OF A
 CP2070'RESIDENCE OWNED AND OCCUPIED BY WILTON ROBERTS.  SET IN TOP OF
 CP2070'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP2070'IS SET 1.0 FOOT WEST OF THE MARK.
 CP2070
 CP2070                          STATION RECOVERY (1991)
 CP2070
 CP2070'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2071 ***********************************************************************
 CP2071  DESIGNATION -  21 V 88
 CP2071  PID         -  CP2071
 CP2071  STATE/COUNTY-  LA/FRANKLIN
 CP2071  USGS QUAD   -  DUNN (1987)
 CP2071
 CP2071                         *CURRENT SURVEY CONTROL
 CP2071  ___________________________________________________________________
 CP2071* NAD 83(1986)-  32 22 57.     (N)    091 37 11.     (W)     SCALED    
 CP2071* NAVD 88     -        26.68   (+/-2cm)      87.5    (feet)  VERTCON   
 CP2071  ___________________________________________________________________
 CP2071  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP2071
 CP2071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2071
 CP2071.The horizontal coordinates were scaled from a topographic map and have
 CP2071.an estimated accuracy of +/- 6 seconds.
 CP2071
 CP2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2071.The vertical order pertains to the NGVD 29 superseded value.
 CP2071
 CP2071.The geoid height was determined by GEOID03.
 CP2071
 CP2071;                    North         East    Units  Estimated Accuracy
 CP2071;SPC LA N     -   209,060.    1,082,830.      MT  (+/- 180 meters Scaled)
 CP2071
 CP2071                          SUPERSEDED SURVEY CONTROL
 CP2071
 CP2071  NGVD 29 (??/??/92)   26.700  (m)           87.60   (f) ADJ UNCH    2 0
 CP2071
 CP2071.Superseded values are not recommended for survey control.
 CP2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2071.See file dsdata.txt to determine how the superseded data were derived.
 CP2071
 CP2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR298836(NAD 83)
 CP2071_MARKER: DB = BENCH MARK DISK
 CP2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2071_STAMPING: 21V88 1970
 CP2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2071+STABILITY: SURFACE MOTION
 CP2071
 CP2071  HISTORY     - Date     Condition        Report By
 CP2071  HISTORY     - 1970     MONUMENTED       LADH
 CP2071
 CP2071                          STATION DESCRIPTION
 CP2071
 CP2071'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2071'12.10 MI NE FROM BASKIN.
 CP2071'ABOUT 12.10 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2071'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2071'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2071'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 7.65 MILES TO THE
 CP2071'MARK.  IT IS 60.0 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP2071'132, 18.0 FEET EAST OF FENCE CORNER, 11.8 FEET EAST OF A POWER POLE,
 CP2071'20.0 FEET NORTH OF CENTERLINE OF DRIVEWAY.  SET IN TOP OF A CONCRETE
 CP2071'POST PROJECTING 3 INCHES ABOVE GROUND, LOCATED ON FRED DUNHAMS
 CP2071'PROPERTY.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2072 ***********************************************************************
 CP2072  DESIGNATION -  21 V 89
 CP2072  PID         -  CP2072
 CP2072  STATE/COUNTY-  LA/FRANKLIN
 CP2072  USGS QUAD   -  DUNN (1987)
 CP2072
 CP2072                         *CURRENT SURVEY CONTROL
 CP2072  ___________________________________________________________________
 CP2072* NAD 83(1986)-  32 23 21.     (N)    091 36 25.     (W)     SCALED    
 CP2072* NAVD 88     -        27.19   (+/-2cm)      89.2    (feet)  VERTCON   
 CP2072  ___________________________________________________________________
 CP2072  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP2072
 CP2072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2072
 CP2072.The horizontal coordinates were scaled from a topographic map and have
 CP2072.an estimated accuracy of +/- 6 seconds.
 CP2072
 CP2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2072.The vertical order pertains to the NGVD 29 superseded value.
 CP2072
 CP2072.The geoid height was determined by GEOID03.
 CP2072
 CP2072;                    North         East    Units  Estimated Accuracy
 CP2072;SPC LA N     -   209,810.    1,084,020.      MT  (+/- 180 meters Scaled)
 CP2072
 CP2072                          SUPERSEDED SURVEY CONTROL
 CP2072
 CP2072  NGVD 29 (??/??/92)   27.203  (m)           89.25   (f) ADJ UNCH    2 0
 CP2072
 CP2072.Superseded values are not recommended for survey control.
 CP2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2072.See file dsdata.txt to determine how the superseded data were derived.
 CP2072
 CP2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR310844(NAD 83)
 CP2072_MARKER: DB = BENCH MARK DISK
 CP2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2072_STAMPING: 21V89 1970
 CP2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2072+STABILITY: SURFACE MOTION
 CP2072
 CP2072  HISTORY     - Date     Condition        Report By
 CP2072  HISTORY     - 1970     MONUMENTED       LADH
 CP2072  HISTORY     - 1991     GOOD             USPSQD
 CP2072
 CP2072                          STATION DESCRIPTION
 CP2072
 CP2072'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2072'13.0 MI NE FROM BASKIN.
 CP2072'ABOUT 13.0 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2072'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2072'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2072'COTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 8.55 MILES TO THE
 CP2072'MARK.  IT IS 68.0 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA
 CP2072'HIGHWAY 132, 28.0 FEET NORTH OF A FENCE CORNER, 85.0 FEET SOUTHWEST OF
 CP2072'THE SOUTHWEST CORNER OF A BARN, 1.5 FEET EAST OF A MESH AND BARBWIRE
 CP2072'FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND
 CP2072'ON PROPERTY BELONGING TO G. C. DIXON.  A STEEL WITNESS POST IS SET 1.0
 CP2072'FOOT SOUTH OF THE MARK.
 CP2072
 CP2072                          STATION RECOVERY (1991)
 CP2072
 CP2072'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1999 ***********************************************************************
 CP1999  DESIGNATION -  21 V 9
 CP1999  PID         -  CP1999
 CP1999  STATE/COUNTY-  LA/FRANKLIN
 CP1999  USGS QUAD   -  GILBERT (1983)
 CP1999
 CP1999                         *CURRENT SURVEY CONTROL
 CP1999  ___________________________________________________________________
 CP1999* NAD 83(1986)-  32 02 31.     (N)    091 40 26.     (W)     SCALED    
 CP1999* NAVD 88     -        23.33   (+/-2cm)      76.5    (feet)  VERTCON   
 CP1999  ___________________________________________________________________
 CP1999  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CP1999
 CP1999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1999
 CP1999.The horizontal coordinates were scaled from a topographic map and have
 CP1999.an estimated accuracy of +/- 6 seconds.
 CP1999
 CP1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1999.The vertical order pertains to the NGVD 29 superseded value.
 CP1999
 CP1999.The geoid height was determined by GEOID03.
 CP1999
 CP1999;                    North         East    Units  Estimated Accuracy
 CP1999;SPC LA N     -   171,260.    1,078,020.      MT  (+/- 180 meters Scaled)
 CP1999
 CP1999                          SUPERSEDED SURVEY CONTROL
 CP1999
 CP1999  NGVD 29 (??/??/92)   23.340  (m)           76.57   (f) ADJ UNCH    2 0
 CP1999
 CP1999.Superseded values are not recommended for survey control.
 CP1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1999.See file dsdata.txt to determine how the superseded data were derived.
 CP1999
 CP1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR252458(NAD 83)
 CP1999_MARKER: DB = BENCH MARK DISK
 CP1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1999+STABILITY: SURFACE MOTION
 CP1999
 CP1999  HISTORY     - Date     Condition        Report By
 CP1999  HISTORY     - UNK      MONUMENTED       LADH
 CP1999  HISTORY     - 1969     GOOD             LADTD
 CP1999
 CP1999                          STATION DESCRIPTION
 CP1999
 CP1999'DESCRIBED BY LA TRANSP AND DEV 1969
 CP1999'8.70 MI E FROM FT NECESSITY.
 CP1999'ABOUT 1.20 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE
 CP1999'IN FT. NECESSITY TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4 AND 128.
 CP1999'THENCE ABOUT 7.50 MILES EAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1999'MARKER.  IT IS 67.8 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP1999'128, 99.3 FEET NORTH OF THE NORTHEAST CORNER OF PORCH OF CORBIT
 CP1999'RESIDENCE, 25.0 FEET SOUTHEAST OF THE CIRCULAR DRIVE IN FRONT OF
 CP1999'RESIDENCE.  BENCH MARK IS LOCATED IN HEDGE ROW ON NORTHEAST SIDE OF
 CP1999'RESIDENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CP1999'GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2073 ***********************************************************************
 CP2073  DESIGNATION -  21 V 90
 CP2073  PID         -  CP2073
 CP2073  STATE/COUNTY-  LA/FRANKLIN
 CP2073  USGS QUAD   -  DUNN (1987)
 CP2073
 CP2073                         *CURRENT SURVEY CONTROL
 CP2073  ___________________________________________________________________
 CP2073* NAD 83(1986)-  32 23 27.     (N)    091 35 27.     (W)     SCALED    
 CP2073* NAVD 88     -        27.12   (+/-2cm)      89.0    (feet)  VERTCON   
 CP2073  ___________________________________________________________________
 CP2073  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2073
 CP2073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2073
 CP2073.The horizontal coordinates were scaled from a topographic map and have
 CP2073.an estimated accuracy of +/- 6 seconds.
 CP2073
 CP2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2073.The vertical order pertains to the NGVD 29 superseded value.
 CP2073
 CP2073.The geoid height was determined by GEOID03.
 CP2073
 CP2073;                    North         East    Units  Estimated Accuracy
 CP2073;SPC LA N     -   210,010.    1,085,540.      MT  (+/- 180 meters Scaled)
 CP2073
 CP2073                          SUPERSEDED SURVEY CONTROL
 CP2073
 CP2073  NGVD 29 (??/??/92)   27.137  (m)           89.03   (f) ADJ UNCH    2 0
 CP2073
 CP2073.Superseded values are not recommended for survey control.
 CP2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2073.See file dsdata.txt to determine how the superseded data were derived.
 CP2073
 CP2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR325846(NAD 83)
 CP2073_MARKER: DB = BENCH MARK DISK
 CP2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2073_STAMPING: 21V90 1970
 CP2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2073+STABILITY: SURFACE MOTION
 CP2073
 CP2073  HISTORY     - Date     Condition        Report By
 CP2073  HISTORY     - 1970     MONUMENTED       LADH
 CP2073  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CP2073
 CP2073                          STATION DESCRIPTION
 CP2073
 CP2073'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2073'13.90 MI NE FROM BASKIN.
 CP2073'ABOUT 13.90 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2073'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2073'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2073'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 9.45 MILES TO THE
 CP2073'MARK.  IT IS 65.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP2073'132, 23.0 FEET NORTH OF A FENCE CORNER, 19.8 FEET NORTH OF A POWER
 CP2073'POLE WITH GUY, 1.0 FOOT EAST OF A MESH AND BARBWIRE FENCE, 40.0 FEET
 CP2073'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME HOUSE.  SET IN TOP
 CP2073'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  A STEEL WITNESS
 CP2073'POST IS SET 1.0 FOOT SOUTH OF THE MARK.
 CP2073
 CP2073                          STATION RECOVERY (1991)
 CP2073
 CP2073'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2074 ***********************************************************************
 CP2074  DESIGNATION -  21 V 91
 CP2074  PID         -  CP2074
 CP2074  STATE/COUNTY-  LA/FRANKLIN
 CP2074  USGS QUAD   -  DUNN (1987)
 CP2074
 CP2074                         *CURRENT SURVEY CONTROL
 CP2074  ___________________________________________________________________
 CP2074* NAD 83(1986)-  32 23 28.     (N)    091 34 27.     (W)     SCALED    
 CP2074* NAVD 88     -        26.63   (+/-2cm)      87.4    (feet)  VERTCON   
 CP2074  ___________________________________________________________________
 CP2074  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP2074
 CP2074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2074
 CP2074.The horizontal coordinates were scaled from a topographic map and have
 CP2074.an estimated accuracy of +/- 6 seconds.
 CP2074
 CP2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2074.The vertical order pertains to the NGVD 29 superseded value.
 CP2074
 CP2074.The geoid height was determined by GEOID03.
 CP2074
 CP2074;                    North         East    Units  Estimated Accuracy
 CP2074;SPC LA N     -   210,050.    1,087,110.      MT  (+/- 180 meters Scaled)
 CP2074
 CP2074                          SUPERSEDED SURVEY CONTROL
 CP2074
 CP2074  NGVD 29 (??/??/92)   26.641  (m)           87.40   (f) ADJ UNCH    2 0
 CP2074
 CP2074.Superseded values are not recommended for survey control.
 CP2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2074.See file dsdata.txt to determine how the superseded data were derived.
 CP2074
 CP2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR341846(NAD 83)
 CP2074_MARKER: DB = BENCH MARK DISK
 CP2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2074+STABILITY: SURFACE MOTION
 CP2074
 CP2074  HISTORY     - Date     Condition        Report By
 CP2074  HISTORY     - UNK      MONUMENTED       LADH
 CP2074  HISTORY     - 1970     GOOD             LADTD
 CP2074
 CP2074                          STATION DESCRIPTION
 CP2074
 CP2074'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2074'14.90 MI NE FROM BASKIN.
 CP2074'ABOUT 14.90 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2074'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857
 CP2074'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2074'NORTHEAST ALONG LOUISIANA HIGHWAY 132, 10.45 MILES TO THE MARK.  IT IS
 CP2074'65.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 132, 24.0 FEET
 CP2074'SOUTH OF A FENCE CORNER, 27.0 FEET WEST OF A GRAVEL DRIVEWAY, 82.0
 CP2074'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FRAME HOUSE OWNED AND
 CP2074'OCCUPIED BY MR. F.R. PANKEY.  SET IN TOP OF A CONCRETE POST PROJECTING
 CP2074'3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET WEST OF
 CP2074'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2075 ***********************************************************************
 CP2075  DESIGNATION -  21 V 92
 CP2075  PID         -  CP2075
 CP2075  STATE/COUNTY-  LA/FRANKLIN
 CP2075  USGS QUAD   -  DUNN (1987)
 CP2075
 CP2075                         *CURRENT SURVEY CONTROL
 CP2075  ___________________________________________________________________
 CP2075* NAD 83(1986)-  32 23 28.     (N)    091 33 26.     (W)     SCALED    
 CP2075* NAVD 88     -        26.40   (+/-2cm)      86.6    (feet)  VERTCON   
 CP2075  ___________________________________________________________________
 CP2075  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP2075
 CP2075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2075
 CP2075.The horizontal coordinates were scaled from a topographic map and have
 CP2075.an estimated accuracy of +/- 6 seconds.
 CP2075
 CP2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2075.The vertical order pertains to the NGVD 29 superseded value.
 CP2075
 CP2075.The geoid height was determined by GEOID03.
 CP2075
 CP2075;                    North         East    Units  Estimated Accuracy
 CP2075;SPC LA N     -   210,070.    1,088,700.      MT  (+/- 180 meters Scaled)
 CP2075
 CP2075                          SUPERSEDED SURVEY CONTROL
 CP2075
 CP2075  NGVD 29 (??/??/92)   26.412  (m)           86.65   (f) ADJ UNCH    2 0
 CP2075
 CP2075.Superseded values are not recommended for survey control.
 CP2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2075.See file dsdata.txt to determine how the superseded data were derived.
 CP2075
 CP2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR357847(NAD 83)
 CP2075_MARKER: DB = BENCH MARK DISK
 CP2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2075_STAMPING: 21V92 1970
 CP2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2075+STABILITY: SURFACE MOTION
 CP2075
 CP2075  HISTORY     - Date     Condition        Report By
 CP2075  HISTORY     - 1970     MONUMENTED       LADH
 CP2075  HISTORY     - 1991     GOOD             USPSQD
 CP2075
 CP2075                          STATION DESCRIPTION
 CP2075
 CP2075'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2075'15.90 MI NE FROM BASKIN.
 CP2075'ABOUT 15.90 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2075'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2075'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2075'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 11.45 MILES TO THE
 CP2075'MARK.  IT IS 79.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP2075'132, 37.0 FEET NORTH OF A FENCE CORNER, 138.0 FEET WEST OF A GRAVEL
 CP2075'DRIVEWAY.  187.0 FEET SOUTHWEST OF THE SOUTHWEST CRONER OF A WOOD
 CP2075'FRAME HOUSE OWNED AND OCCUPIED BY A. MCEACHARN.  SET IN TOP OF A
 CP2075'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP2075'IS SET 1.5 FEET EAST OF THE MARK.
 CP2075
 CP2075                          STATION RECOVERY (1991)
 CP2075
 CP2075'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2076 ***********************************************************************
 CP2076  DESIGNATION -  21 V 93
 CP2076  PID         -  CP2076
 CP2076  STATE/COUNTY-  LA/FRANKLIN
 CP2076  USGS QUAD   -  DUNN (1987)
 CP2076
 CP2076                         *CURRENT SURVEY CONTROL
 CP2076  ___________________________________________________________________
 CP2076* NAD 83(1986)-  32 23 30.     (N)    091 32 14.     (W)     SCALED    
 CP2076* NAVD 88     -        26.72   (+/-2cm)      87.7    (feet)  VERTCON   
 CP2076  ___________________________________________________________________
 CP2076  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP2076
 CP2076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2076
 CP2076.The horizontal coordinates were scaled from a topographic map and have
 CP2076.an estimated accuracy of +/- 6 seconds.
 CP2076
 CP2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2076.The vertical order pertains to the NGVD 29 superseded value.
 CP2076
 CP2076.The geoid height was determined by GEOID03.
 CP2076
 CP2076;                    North         East    Units  Estimated Accuracy
 CP2076;SPC LA N     -   210,140.    1,090,580.      MT  (+/- 180 meters Scaled)
 CP2076
 CP2076                          SUPERSEDED SURVEY CONTROL
 CP2076
 CP2076  NGVD 29 (??/??/92)   26.736  (m)           87.72   (f) ADJ UNCH    2 0
 CP2076
 CP2076.Superseded values are not recommended for survey control.
 CP2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2076.See file dsdata.txt to determine how the superseded data were derived.
 CP2076
 CP2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR375847(NAD 83)
 CP2076_MARKER: DB = BENCH MARK DISK
 CP2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2076_STAMPING: 21V93 1970
 CP2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2076+STABILITY: SURFACE MOTION
 CP2076
 CP2076  HISTORY     - Date     Condition        Report By
 CP2076  HISTORY     - 1970     MONUMENTED       LADH
 CP2076  HISTORY     - 1991     GOOD             USPSQD
 CP2076
 CP2076                          STATION DESCRIPTION
 CP2076
 CP2076'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2076'17.0 MI NE FROM BASKIN.
 CP2076'ABOUT 17.0 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2076'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2076'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2076'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 12.55 MILES TO THE
 CP2076'MARK.  IT IS 93.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP2076'132, 42.0 FEET NORTH OF A BARBWIRE FENCE, 1.3 FEET WEST OF THE CENTER
 CP2076'POLE OF A 3-POLE TRANSFORMER BANK, 179.0 FEET WEST OF THE INTERSECTION
 CP2076'OF LOUISIANA HIGHWAY 859.  SET IN TOP OF A CONCRETE POST PROJECTING 5
 CP2076'INCHES ABOVE GROUND, ON PROPERTY BELONGING TO NEIL MCEACHARN. A STEEL
 CP2076'WITNESS POST IS SET 1.7 FEET WEST OF THE MARK.
 CP2076
 CP2076                          STATION RECOVERY (1991)
 CP2076
 CP2076'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2077 ***********************************************************************
 CP2077  DESIGNATION -  21 V 94
 CP2077  PID         -  CP2077
 CP2077  STATE/COUNTY-  LA/FRANKLIN
 CP2077  USGS QUAD   -  DUNN (1987)
 CP2077
 CP2077                         *CURRENT SURVEY CONTROL
 CP2077  ___________________________________________________________________
 CP2077* NAD 83(1986)-  32 23 30.     (N)    091 31 22.     (W)     SCALED    
 CP2077* NAVD 88     -        28.32   (+/-2cm)      92.9    (feet)  VERTCON   
 CP2077  ___________________________________________________________________
 CP2077  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP2077
 CP2077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2077
 CP2077.The horizontal coordinates were scaled from a topographic map and have
 CP2077.an estimated accuracy of +/- 6 seconds.
 CP2077
 CP2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2077.The vertical order pertains to the NGVD 29 superseded value.
 CP2077
 CP2077.The geoid height was determined by GEOID03.
 CP2077
 CP2077;                    North         East    Units  Estimated Accuracy
 CP2077;SPC LA N     -   210,160.    1,091,940.      MT  (+/- 180 meters Scaled)
 CP2077
 CP2077                          SUPERSEDED SURVEY CONTROL
 CP2077
 CP2077  NGVD 29 (??/??/92)   28.336  (m)           92.97   (f) ADJ UNCH    2 0
 CP2077
 CP2077.Superseded values are not recommended for survey control.
 CP2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2077.See file dsdata.txt to determine how the superseded data were derived.
 CP2077
 CP2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR389848(NAD 83)
 CP2077_MARKER: DB = BENCH MARK DISK
 CP2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2077_STAMPING: 21V94 1970
 CP2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2077+STABILITY: SURFACE MOTION
 CP2077
 CP2077  HISTORY     - Date     Condition        Report By
 CP2077  HISTORY     - 1970     MONUMENTED       LADH
 CP2077  HISTORY     - 1991     GOOD             USPSQD
 CP2077
 CP2077                          STATION DESCRIPTION
 CP2077
 CP2077'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2077'17.80 MI NE FROM BASKIN.
 CP2077'ABOUT 17.80 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 857 AND 132 FROM
 CP2077'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2077'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2077'CONTINUING NORTHEAST ALONG LOUISIANA HGHWAY 132, 13.35 MILES TO THE
 CP2077'MARK.  IT IS 82.0 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA
 CP2077'HIGHWAY 132, 21 FEET EAST OF A FIELD ROAD, 127.0 FEET SOUTHEAST OF A
 CP2077'POWER POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CP2077'GROUND, AND LOCATED ON THE WILLIAMS PROPERTY.  A STEEL WITNESS POST IS
 CP2077'SET 1.5 FEET WEST OF THE MARK.
 CP2077
 CP2077                          STATION RECOVERY (1991)
 CP2077
 CP2077'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2078 ***********************************************************************
 CP2078  DESIGNATION -  21 V 95
 CP2078  PID         -  CP2078
 CP2078  STATE/COUNTY-  LA/FRANKLIN
 CP2078  USGS QUAD   -  DUNN (1987)
 CP2078
 CP2078                         *CURRENT SURVEY CONTROL
 CP2078  ___________________________________________________________________
 CP2078* NAD 83(1986)-  32 23 20.     (N)    091 30 24.     (W)     SCALED    
 CP2078* NAVD 88     -        26.98   (+/-2cm)      88.5    (feet)  VERTCON   
 CP2078  ___________________________________________________________________
 CP2078  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2078
 CP2078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2078
 CP2078.The horizontal coordinates were scaled from a topographic map and have
 CP2078.an estimated accuracy of +/- 6 seconds.
 CP2078
 CP2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2078.The vertical order pertains to the NGVD 29 superseded value.
 CP2078
 CP2078.The geoid height was determined by GEOID03.
 CP2078
 CP2078;                    North         East    Units  Estimated Accuracy
 CP2078;SPC LA N     -   209,860.    1,093,460.      MT  (+/- 180 meters Scaled)
 CP2078
 CP2078                          SUPERSEDED SURVEY CONTROL
 CP2078
 CP2078  NGVD 29 (??/??/92)   26.995  (m)           88.57   (f) ADJ UNCH    2 0
 CP2078
 CP2078.Superseded values are not recommended for survey control.
 CP2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2078.See file dsdata.txt to determine how the superseded data were derived.
 CP2078
 CP2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR404845(NAD 83)
 CP2078_MARKER: DB = BENCH MARK DISK
 CP2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2078_STAMPING: 21V95 1970
 CP2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2078+STABILITY: SURFACE MOTION
 CP2078
 CP2078  HISTORY     - Date     Condition        Report By
 CP2078  HISTORY     - 1970     MONUMENTED       LADH
 CP2078  HISTORY     - 1991     GOOD             USPSQD
 CP2078
 CP2078                          STATION DESCRIPTION
 CP2078
 CP2078'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2078'18.75 MI NE FROM BASKIN.
 CP2078'ABOUT 18.75 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 857 AND 132 FROM
 CP2078'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2078'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2078'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 14.30 MILES TO THE
 CP2078'MARK.  IT IS 56.0 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP2078'132, 15 FEET SOUTH OF A FENCE CORNER, 38.0 FEET SOUTHWEST OF A POWER
 CP2078'POLE, 105 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK FRAME
 CP2078'HOUSE OWNED AND OCCUPIED BY BILL PENNYBAKER.  SET IN TOP OF A CONCRETE
 CP2078'POST PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS 1.0
 CP2078'FOOT EAST OF THE MARK.
 CP2078
 CP2078                          STATION RECOVERY (1991)
 CP2078
 CP2078'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2079 ***********************************************************************
 CP2079  DESIGNATION -  21 V 96
 CP2079  PID         -  CP2079
 CP2079  STATE/COUNTY-  LA/FRANKLIN
 CP2079  USGS QUAD   -  DELHI (1986)
 CP2079
 CP2079                         *CURRENT SURVEY CONTROL
 CP2079  ___________________________________________________________________
 CP2079* NAD 83(1992)-  32 23 28.44736(N)    091 29 58.26906(W)     ADJUSTED  
 CP2079* NAVD 88     -        26.42   (+/-2cm)      86.7    (feet)  VERTCON   
 CP2079  ___________________________________________________________________
 CP2079  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2079  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2079
 CP2079  HORZ ORDER  -  SECOND
 CP2079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2079
 CP2079.The horizontal coordinates were established by classical geodetic methods
 CP2079.and adjusted by the National Geodetic Survey in May 1994..
 CP2079
 CP2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2079.The vertical order pertains to the NGVD 29 superseded value.
 CP2079
 CP2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2079
 CP2079.The geoid height was determined by GEOID03.
 CP2079
 CP2079;                    North         East     Units Scale Factor Converg.
 CP2079;SPC LA N     -   210,128.005 1,094,128.781   MT  0.99994879   +0 31 44.2
 CP2079;SPC LA N     -   689,394.96  3,589,654.18   sFT  0.99994879   +0 31 44.2
 CP2079;UTM  15      - 3,584,792.623   641,130.244   MT  0.99984562   +0 48 14.2
 CP2079
 CP2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2079!SPC LA N     -   0.99999998  x   0.99994879  =   0.99994877
 CP2079!UTM  15      -   0.99999998  x   0.99984562  =   0.99984560
 CP2079
 CP2079|---------------------------------------------------------------------|
 CP2079| PID    Reference Object                     Distance      Geod. Az  |
 CP2079|                                                           dddmmss.s |
 CP2079| CP2966 HELEN                                 6.993 METERS 07537     |
 CP2079| CP2983 DUPREE RM 3                         APPROX. 2.8 KM 1983210.5 |
 CP2079|---------------------------------------------------------------------|
 CP2079
 CP2079                          SUPERSEDED SURVEY CONTROL
 CP2079
 CP2079  NAD 83(1992)-  32 23 28.44984(N)    091 29 58.26825(W) AD(       ) 2
 CP2079  NAD 83(1986)-  32 23 28.45950(N)    091 29 58.26303(W) AD(       ) 2
 CP2079  NAD 27      -  32 23 27.93987(N)    091 29 57.83693(W) AD(       ) 2
 CP2079  NGVD 29 (??/??/92)   26.437  (m)           86.74   (f) ADJ UNCH    2 0
 CP2079
 CP2079.Superseded values are not recommended for survey control.
 CP2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2079.See file dsdata.txt to determine how the superseded data were derived.
 CP2079
 CP2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4113084793(NAD 83)
 CP2079_MARKER: DB = BENCH MARK DISK
 CP2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2079_STAMPING: 21V96 1970
 CP2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2079+STABILITY: SURFACE MOTION
 CP2079
 CP2079  HISTORY     - Date     Condition        Report By
 CP2079  HISTORY     - 1970     MONUMENTED       LADH
 CP2079  HISTORY     - 1971     GOOD             LADTD
 CP2079  HISTORY     - 1984     GOOD             LADTD
 CP2079
 CP2079                          STATION DESCRIPTION
 CP2079
 CP2079'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2079'19.15 MI NE FROM BASKIN.
 CP2079'ABOUT 19.15 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 857 AND 132 FROM
 CP2079'THE BASKIN HIGH SCHOOL.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 857,
 CP2079'4.45 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 132.  THENCE
 CP2079'CONTINUING NORTHEAST ALONG LOUISIANA HIGHWAY 132, 14.80 MILES TO THE
 CP2079'MARK.  IT IS 67.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP2079'132, 74.0 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 17, 87.0
 CP2079'FEET NORTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY 132 AND 17,
 CP2079'87.0 FEET WEST OF THE EAST HEADWALL OF A THREE CHANNEL CONCRETE BOX
 CP2079'CULVERT BEARING P.B.M. V244.  SET IN TOP OF A CONCRETE POST PROJECTING
 CP2079'6 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.9 FEET SOUTHEAST
 CP2079'OF THE MARK.
 CP2079
 CP2079                          STATION RECOVERY (1971)
 CP2079
 CP2079'RECOVERY NOTE BY LA TRANSP AND DEV 1971 (RT)
 CP2079'THE STATION IS LOCATED 11.5 MILES NORTHEAST OF CROWVILLE, 4 MILES
 CP2079'SOUTH OF DELHI AND 21 MILES NORTHEAST OF WINNSBORO, IN THE
 CP2079'SOUTHEAST 1/4 OF SECTION 1, T16N, R9E, AND ON THE PROPERTY
 CP2079'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS, ADDRESS BATON
 CP2079'ROUGE, LOUISIANA.
 CP2079'
 CP2079'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DELHI AT
 CP2079'THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 17, DRIVE
 CP2079'SOUTH ON STATE HIGHWAY 17 FOR 4.8 MILES TO THE INTERSECTION
 CP2079'WITH STATE HIGHWAY 132.  THE STATION IS SET IN THE NORTHWEST
 CP2079'QUADRANT OF THE INTERSECTION NEAR A FENCE.
 CP2079'
 CP2079'MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP2079'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 10 INCH
 CP2079'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 CP2079'GROUND.
 CP2079'
 CP2079'IT IS STAMPED 21V96 1970.  IT IS 79 FEET SOUTHWEST OF A
 CP2079'CONCRETE HIGHWAY RIGHT OF WAY MARKER, 75 FEET WEST-NORTHWEST
 CP2079'OF THE CENTER OF STATE HIGHWAY 17, 67 FEET NORTH OF THE
 CP2079'CENTER OF STATE HIGHWAY 132, 62 FEET NORTHWEST OF THE CENTER
 CP2079'OF A BOX CULVERT, 40 FEET NORTHEAST OF A CONCRETE HIGHWAY
 CP2079'RIGHT OF WAY MARKER, AND 1 FOOT SOUTHEAST OF A FENCE.
 CP2079
 CP2079                          STATION RECOVERY (1984)
 CP2079
 CP2079'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 CP2079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8210 ***********************************************************************
 AC8210  DESIGNATION -  21 V 97 RESET
 AC8210  PID         -  AC8210
 AC8210  STATE/COUNTY-  LA/FRANKLIN
 AC8210  USGS QUAD   -  MANGHAM (1982)
 AC8210
 AC8210                         *CURRENT SURVEY CONTROL
 AC8210  ___________________________________________________________________
 AC8210* NAD 83(1986)-  32 16 32.     (N)    091 45 12.     (W)     SCALED    
 AC8210* NAVD 88     -        22.25   (+/-2cm)      73.0    (feet)  VERTCON   
 AC8210  ___________________________________________________________________
 AC8210  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AC8210
 AC8210  VERT ORDER  -  THIRD (See Below)
 AC8210
 AC8210.The horizontal coordinates were scaled from a topographic map and have
 AC8210.an estimated accuracy of +/- 6 seconds.
 AC8210
 AC8210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8210.The vertical order pertains to the NGVD 29 superseded value.
 AC8210
 AC8210.The geoid height was determined by GEOID03.
 AC8210
 AC8210;                    North         East    Units  Estimated Accuracy
 AC8210;SPC LA N     -   197,110.    1,070,340.      MT  (+/- 180 meters Scaled)
 AC8210
 AC8210                          SUPERSEDED SURVEY CONTROL
 AC8210
 AC8210  NGVD 29 (09/18/05)   22.27   (m)           73.1    (f) RESET       3  
 AC8210
 AC8210.Superseded values are not recommended for survey control.
 AC8210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8210.See file dsdata.txt to determine how the superseded data were derived.
 AC8210
 AC8210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR174716(NAD 83)
 AC8210_MARKER: DB = BENCH MARK DISK
 AC8210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8210_STAMPING: 21V97 RESET 1989
 AC8210_MARK LOGO: LADH  
 AC8210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8210+STABILITY: SURFACE MOTION
 AC8210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8210+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC8210
 AC8210  HISTORY     - Date     Condition        Report By
 AC8210  HISTORY     - 1989     MONUMENTED       LADTD
 AC8210
 AC8210                          STATION DESCRIPTION
 AC8210
 AC8210'DESCRIBED BY LA TRANSP AND DEV 1989 (SLC)
 AC8210'THE STATION IS LOCATED ABOUT 21.6 KM (13.40 MI) SOUTH OF RAYVILLE, 4.8
 AC8210'KM (3.00 MI) SOUTH OF MANGHAM AND 2.4 KM (1.50 MI) NORTH OF BASKIN.
 AC8210'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AC8210'REACH THE STATION FROM THE POST OFFICE IN BASKIN, JUST SOUTH OF THE
 AC8210'JUNCTION OF STATE HIGHWAYS 15 AND 857, GO NORTH FOR 2.4 KM (1.50 MI)
 AC8210'ON HIGHWAY 15 TO THE MARK ON THE RIGHT, SET NEAR A POWER POLE WITH A
 AC8210'TRANSFORMER ATTACHED. THE STATION IS 26.2 M (86.0 FT) EAST-NORTHEAST
 AC8210'FROM THE PROPOSED CENTER OF THE NEW NORTH BOUND LANES OF HIGHWAY 15,
 AC8210'25.6 M (84.0 FT) NORTHWEST FROM A 50.8 CM (20 IN) CEDAR TREE, 1.2 M
 AC8210'(3.9 FT) NORTH-NORTHEAST FROM A POWER POLE AND 0.5 M (1.6 FT)
 AC8210'SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 AC8210'MARK IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT) ABOVE THE LEVEL
 AC8210'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2082 ***********************************************************************
 CP2082  DESIGNATION -  21 V 98
 CP2082  PID         -  CP2082
 CP2082  STATE/COUNTY-  LA/FRANKLIN
 CP2082  USGS QUAD   -  MANGHAM (1982)
 CP2082
 CP2082                         *CURRENT SURVEY CONTROL
 CP2082  ___________________________________________________________________
 CP2082* NAD 83(1986)-  32 17 13.     (N)    091 45 28.     (W)     SCALED    
 CP2082* NAVD 88     -        21.86   (+/-2cm)      71.7    (feet)  VERTCON   
 CP2082  ___________________________________________________________________
 CP2082  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CP2082
 CP2082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2082
 CP2082.The horizontal coordinates were scaled from a topographic map and have
 CP2082.an estimated accuracy of +/- 6 seconds.
 CP2082
 CP2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2082.The vertical order pertains to the NGVD 29 superseded value.
 CP2082
 CP2082.The geoid height was determined by GEOID03.
 CP2082
 CP2082;                    North         East    Units  Estimated Accuracy
 CP2082;SPC LA N     -   198,370.    1,069,910.      MT  (+/- 180 meters Scaled)
 CP2082
 CP2082                          SUPERSEDED SURVEY CONTROL
 CP2082
 CP2082  NGVD 29 (??/??/92)   21.885  (m)           71.80   (f) ADJ UNCH    2 0
 CP2082
 CP2082.Superseded values are not recommended for survey control.
 CP2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2082.See file dsdata.txt to determine how the superseded data were derived.
 CP2082
 CP2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR169729(NAD 83)
 CP2082_MARKER: DB = BENCH MARK DISK
 CP2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2082_STAMPING: 21V98 1970
 CP2082_MARK LOGO: LADH  
 CP2082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2082+STABILITY: SURFACE MOTION
 CP2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2082+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 CP2082
 CP2082  HISTORY     - Date     Condition        Report By
 CP2082  HISTORY     - 1970     MONUMENTED       LADH
 CP2082  HISTORY     - 19891101 GOOD             LADTD
 CP2082
 CP2082                          STATION DESCRIPTION
 CP2082
 CP2082'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2082'2.30 MI N FROM BASKIN.
 CP2082'ABOUT 2.30 MILES NORTHWEST ALONG LOUISIANA HIGHWAYS 857 AND 15 FROM
 CP2082'THE BASKIN HIGH SCHOOL.  THENCE WEST ALONG LOUISIANA HIGHWAY 857, 0.30
 CP2082'MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTH ALONG
 CP2082'LOUISIANA 15, 2.00 MILES TO THE MARK.  IT IS 178.0 FEET EAST OF THE
 CP2082'CENTERLINE OF LOUISIANA HIGHWAY 15, 93.0 FEET EAST OF THE CENTERLINE
 CP2082'OF MISSOURI PACIFIC RAILROAD TRACK, 4.0 FEET WEST OF A TELEPHONE POLE,
 CP2082'19.0 FEET WEST OF A GRAVEL ROAD, 159.0 FEET NORTH OF THE INTERSECTION
 CP2082'OF A GRAVEL ROAD AND MISSOURI PACIFICD RAILROAD. SET IN TOP OF A
 CP2082'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP2082'IS SET 1.2 FOOT EAST OF THE MARK.
 CP2082
 CP2082                          STATION RECOVERY (1989)
 CP2082
 CP2082'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 CP2082'THE STATION IS LOCATED ABOUT 20.3 KM (12.60 MI) SOUTH OF RAYVILLE, 3.7
 CP2082'KM (2.30 MI) NORTH OF BASKIN AND 3.5 KM (2.15 MI) SOUTH OF MANGHAM.
 CP2082'OWNERSHIP--FRANKLIN PARISH. TO REACH THE STATION FROM THE POST OFFICE
 CP2082'IN MANGHAM, GO SOUTH FOR 3.5 KM (2.15 MI) ON STATE HIGHWAY 15 OR 3.7
 CP2082'KM (2.30 MI) NORTH FROM THE POST OFFICE IN BASKIN ON HIGHWAY 15 TO THE
 CP2082'MARK SET ON THE EAST SIDE OF THE HIGHWAY, JUST NORTH OF A BLACKTOP
 CP2082'ROAD LEADING EAST. THE STATION IS 46.0 M (150.9 FT) NORTH FROM THE
 CP2082'CENTER OF THE BLACKTOP ROAD, 32.3 M (106.0 FT) EAST FROM THE CENTER OF
 CP2082'THE PROPOSED NEW NORTH BOUND LANES OF HIGHWAY 15 AND 0.3 M (1.0 FT)
 CP2082'EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 CP2082'PROJECTING 5.1 CM (2 IN) ABOVE THE GROUND AND ABOUT LEVEL WITH THE
 CP2082'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2088 ***********************************************************************
 CP2088  DESIGNATION -  21 V 99
 CP2088  PID         -  CP2088
 CP2088  STATE/COUNTY-  LA/FRANKLIN
 CP2088  USGS QUAD   -  BASKINTON (1987)
 CP2088
 CP2088                         *CURRENT SURVEY CONTROL
 CP2088  ___________________________________________________________________
 CP2088* NAD 83(1986)-  32 19 10.     (N)    091 44 31.     (W)     SCALED    
 CP2088* NAVD 88     -        22.63   (+/-2cm)      74.2    (feet)  VERTCON   
 CP2088  ___________________________________________________________________
 CP2088  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP2088
 CP2088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2088
 CP2088.The horizontal coordinates were scaled from a topographic map and have
 CP2088.an estimated accuracy of +/- 6 seconds.
 CP2088
 CP2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2088.The vertical order pertains to the NGVD 29 superseded value.
 CP2088
 CP2088.The geoid height was determined by GEOID03.
 CP2088
 CP2088;                    North         East    Units  Estimated Accuracy
 CP2088;SPC LA N     -   201,980.    1,071,380.      MT  (+/- 180 meters Scaled)
 CP2088
 CP2088                          SUPERSEDED SURVEY CONTROL
 CP2088
 CP2088  NGVD 29 (??/??/92)   22.656  (m)           74.33   (f) ADJ UNCH    2 0
 CP2088
 CP2088.Superseded values are not recommended for survey control.
 CP2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2088.See file dsdata.txt to determine how the superseded data were derived.
 CP2088
 CP2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR184765(NAD 83)
 CP2088_MARKER: DB = BENCH MARK DISK
 CP2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2088_STAMPING: 21V99 1970
 CP2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2088+STABILITY: SURFACE MOTION
 CP2088
 CP2088  HISTORY     - Date     Condition        Report By
 CP2088  HISTORY     - 1970     MONUMENTED       LADH
 CP2088
 CP2088                          STATION DESCRIPTION
 CP2088
 CP2088'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2088'3.3 MI NE FROM MANGHAM.
 CP2088'ABOUT 3.30 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 135 AND 15 FROM
 CP2088'THE HIGH SCHOOL IN MANGHAM.  THENCE EAST ALONG LOUISIANA HIGHWAY 132,
 CP2088'0.65 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTH
 CP2088'ALONG LOUISIANA HIGHWAY 15, 0.65 MILES TO THE INTERSECTION OF
 CP2088'LOUISIANA HIGHWAY 132.  THENCE EAST ALONG LOUISIANA HIGHWAY 132, 2.00
 CP2088'MILES TO THE MARK.  IT IS 143.5 FEET NORTH OF THE CENTERLINE OF
 CP2088'LOUISIANA HIGHWAY 132, 1.50 FEET EAST OF A FENCE, 90.5 FEET WEST OF
 CP2088'THE NORTHWEST CORNER OF BASKIN CHAPPEL CHURCH, 102.5 FEET NORTH OF A
 CP2088'FENCE CORNER.  SET IN TOP OF CONCRETE POST PROJECTING 6 INCHES ABOVE
 CP2088'GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2007 ***********************************************************************
 BJ2007  DESIGNATION -  210
 BJ2007  PID         -  BJ2007
 BJ2007  STATE/COUNTY-  LA/IBERVILLE
 BJ2007  USGS QUAD   -  GRAND RIVER (1992)
 BJ2007
 BJ2007                         *CURRENT SURVEY CONTROL
 BJ2007  ___________________________________________________________________
 BJ2007* NAD 83(1986)-  30 14 08.     (N)    091 23 50.     (W)     SCALED    
 BJ2007* NAVD 88     -         3.90   (+/-2cm)      12.8    (feet)  VERTCON   
 BJ2007  ___________________________________________________________________
 BJ2007  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ2007
 BJ2007  VERT ORDER  -  ? (See Below)
 BJ2007
 BJ2007.The horizontal coordinates were scaled from a topographic map and have
 BJ2007.an estimated accuracy of +/- 6 seconds.
 BJ2007
 BJ2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2007.The vertical order pertains to the NGVD 29 superseded value.
 BJ2007
 BJ2007.The geoid height was determined by GEOID03.
 BJ2007
 BJ2007;                    North         East    Units  Estimated Accuracy
 BJ2007;SPC LA S     -   192,380.      993,850.      MT  (+/- 180 meters Scaled)
 BJ2007
 BJ2007                          SUPERSEDED SURVEY CONTROL
 BJ2007
 BJ2007  NGVD 29 (??/??/??)    3.924  (m)           12.87   (f) ADJUSTED    ?  
 BJ2007
 BJ2007.Superseded values are not recommended for survey control.
 BJ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2007.See file dsdata.txt to determine how the superseded data were derived.
 BJ2007
 BJ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP542459(NAD 83)
 BJ2007_MARKER: S = SPIKE
 BJ2007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2007_SP_SET: TREE
 BJ2007_STAMPING: PRE. B.M. 210-1933
 BJ2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2007
 BJ2007  HISTORY     - Date     Condition        Report By
 BJ2007  HISTORY     - 1933     MONUMENTED       DOD
 BJ2007
 BJ2007                          STATION DESCRIPTION
 BJ2007
 BJ2007'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2007'2.7 MI S FROM INDIAN VILLAGE.
 BJ2007'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2007'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 5.7 MILES WEST ALONG
 BJ2007'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ABOUT
 BJ2007'426 FEET BELOW THE THOMAS KEITH HOUSE, 15 FEET BACK OF THE LOWER BANK
 BJ2007'OF A SMALL BAYOU, 10 FEET BACK OF THE LOWER BANK OF THE RIVER, IN THE
 BJ2007'DIAMOND BLAZE OF A 14-INCH WILLOW TREE WITH A BRASS PLATE STAMPED PRE
 BJ2007'B.M. 210 1933, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4097 ***********************************************************************
 BJ4097  DESIGNATION -  210
 BJ4097  PID         -  BJ4097
 BJ4097  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4097  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4097
 BJ4097                         *CURRENT SURVEY CONTROL
 BJ4097  ___________________________________________________________________
 BJ4097* NAD 83(1986)-  30 23 05.     (N)    091 01 55.     (W)     SCALED    
 BJ4097* NAVD 88     -         8.260  (meters)      27.10   (feet)  ADJUSTED  
 BJ4097  ___________________________________________________________________
 BJ4097  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4097  DYNAMIC HT  -           8.249 (meters)      27.06  (feet)  COMP
 BJ4097  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 BJ4097
 BJ4097  VERT ORDER  -  SECOND    CLASS II
 BJ4097
 BJ4097.The horizontal coordinates were scaled from a topographic map and have
 BJ4097.an estimated accuracy of +/- 6 seconds.
 BJ4097
 BJ4097.The orthometric height was determined by differential leveling
 BJ4097.and adjusted by the National Geodetic Survey in February 1994..
 BJ4097
 BJ4097.The geoid height was determined by GEOID03.
 BJ4097
 BJ4097.The dynamic height is computed by dividing the NAVD 88
 BJ4097.geopotential number by the normal gravity value computed on the
 BJ4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4097.degrees latitude (g = 980.6199 gals.).
 BJ4097
 BJ4097.The modeled gravity was interpolated from observed gravity values.
 BJ4097
 BJ4097;                    North         East    Units  Estimated Accuracy
 BJ4097;SPC LA S     -   208,950.    1,028,970.      MT  (+/- 180 meters Scaled)
 BJ4097
 BJ4097                          SUPERSEDED SURVEY CONTROL
 BJ4097
 BJ4097.No superseded survey control is available for this station.
 BJ4097
 BJ4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP890630(NAD 83)
 BJ4097_MARKER: DB = BENCH MARK DISK
 BJ4097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4097_SP_SET: CONCRETE POST
 BJ4097_STAMPING: 210 1973
 BJ4097_MARK LOGO: LA-033
 BJ4097_PROJECTION: FLUSH
 BJ4097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4097+STABILITY: SURFACE MOTION
 BJ4097
 BJ4097  HISTORY     - Date     Condition        Report By
 BJ4097  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4097  HISTORY     - 1987     GOOD             LA-033
 BJ4097
 BJ4097                          STATION DESCRIPTION
 BJ4097
 BJ4097'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4097'IN BATON ROUGE.
 BJ4097'ABOUT 1.93 KM (1.2 MI) NORTHWEST OF BARRINGER FOREMAN ROAD AND
 BJ4097'JEFFERSON HIGHWAY AND 0.64 KM (0.4 MI) SOUTHEAST ON JEFFERSON HIGHWAY
 BJ4097'FROM THE JUNCTION OF JEFFERSON HIGHWAY AND TIGER BEND ROAD TO THE
 BJ4097'MARK ON THE WEST SIDE OF THE HIGHWAY AT A FENCE CORNER, 9.1 METERS
 BJ4097'(30 FT) SOUTHWEST OF THE CENTERLINE OF JEFFERSON HIGHWAY, 1.83 METERS
 BJ4097'(6 FT) NORTHWEST OF A GAS METER ACROSS FENCE, 1.52 METERS (5 FT)
 BJ4097'NORTH OF A CORNER FENCE POST, AND 0.6 METERS (2 FT) NORTHEAST OF A
 BJ4097'FENCE.
 BJ4097'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 BJ4097'THE MARK IS 0.31 M BELOW JEFFERSON HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1189 ***********************************************************************
 CP1189  DESIGNATION -  2100 A BOLT
 CP1189  PID         -  CP1189
 CP1189  STATE/COUNTY-  LA/EAST CARROLL
 CP1189  USGS QUAD   -  SONDHEIMER (1994)
 CP1189
 CP1189                         *CURRENT SURVEY CONTROL
 CP1189  ___________________________________________________________________
 CP1189* NAD 83(1986)-  32 34 40.     (N)    091 07 31.     (W)     SCALED    
 CP1189* NAVD 88     -        26.70   (+/-2cm)      87.6    (feet)  VERTCON   
 CP1189  ___________________________________________________________________
 CP1189  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP1189
 CP1189  VERT ORDER  -  ? (See Below)
 CP1189
 CP1189.The horizontal coordinates were scaled from a topographic map and have
 CP1189.an estimated accuracy of +/- 6 seconds.
 CP1189
 CP1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1189.The vertical order pertains to the NGVD 29 superseded value.
 CP1189
 CP1189.The geoid height was determined by GEOID03.
 CP1189
 CP1189;                    North         East    Units  Estimated Accuracy
 CP1189;SPC LA N     -   231,200.    1,129,080.      MT  (+/- 180 meters Scaled)
 CP1189
 CP1189                          SUPERSEDED SURVEY CONTROL
 CP1189
 CP1189  NGVD 29 (??/??/92)   26.732  (m)           87.70   (f) ADJ UNCH    ?  
 CP1189
 CP1189.Superseded values are not recommended for survey control.
 CP1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1189.See file dsdata.txt to determine how the superseded data were derived.
 CP1189
 CP1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS759060(NAD 83)
 CP1189_MARKER: B = BOLT
 CP1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1189_SP_SET: STONE
 CP1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1189+STABILITY: SURFACE MOTION
 CP1189
 CP1189  HISTORY     - Date     Condition        Report By
 CP1189  HISTORY     - UNK      MONUMENTED       DOD
 CP1189  HISTORY     - 1934     GOOD             DOD
 CP1189
 CP1189                          STATION DESCRIPTION
 CP1189
 CP1189'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1189'3.5 MI E FROM ROOSEVELT.
 CP1189'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1189'MISS. RIVER, EAST CARROLL PARISH, LA., 3 1/2 MILES EAST OF ROOSEVELT,
 CP1189'LA.  935 FEET WEST OF LEVEE STATION NO. 2100.  ACROSS DITCH FROM
 CP1189'LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1188 ***********************************************************************
 CP1188  DESIGNATION -  2100 A CAP
 CP1188  PID         -  CP1188
 CP1188  STATE/COUNTY-  LA/EAST CARROLL
 CP1188  USGS QUAD   -  SONDHEIMER (1994)
 CP1188
 CP1188                         *CURRENT SURVEY CONTROL
 CP1188  ___________________________________________________________________
 CP1188* NAD 83(1986)-  32 34 40.     (N)    091 07 31.     (W)     SCALED    
 CP1188* NAVD 88     -        27.93   (+/-2cm)      91.6    (feet)  VERTCON   
 CP1188  ___________________________________________________________________
 CP1188  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP1188
 CP1188  VERT ORDER  -  ? (See Below)
 CP1188
 CP1188.The horizontal coordinates were scaled from a topographic map and have
 CP1188.an estimated accuracy of +/- 6 seconds.
 CP1188
 CP1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1188.The vertical order pertains to the NGVD 29 superseded value.
 CP1188
 CP1188.The geoid height was determined by GEOID03.
 CP1188
 CP1188;                    North         East    Units  Estimated Accuracy
 CP1188;SPC LA N     -   231,200.    1,129,080.      MT  (+/- 180 meters Scaled)
 CP1188
 CP1188                          SUPERSEDED SURVEY CONTROL
 CP1188
 CP1188  NGVD 29 (??/??/92)   27.967  (m)           91.76   (f) ADJ UNCH    ?  
 CP1188
 CP1188.Superseded values are not recommended for survey control.
 CP1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1188.See file dsdata.txt to determine how the superseded data were derived.
 CP1188
 CP1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS759060(NAD 83)
 CP1188_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1188
 CP1188  HISTORY     - Date     Condition        Report By
 CP1188  HISTORY     - UNK      MONUMENTED       DOD
 CP1188  HISTORY     - 1934     GOOD             DOD
 CP1188
 CP1188                          STATION DESCRIPTION
 CP1188
 CP1188'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1188'3.5 MI E FROM ROOSEVELT.
 CP1188'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1188'MISS. RIVER, EAST CARROLL PARISH, LA., 3 1/2 MILES EAST OF ROOSEVELT,
 CP1188'LA.  935 FEET WEST OF LEVEE STATION NO. 2100.  ACROSS DITCH FROM
 CP1188'LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2008 ***********************************************************************
 BJ2008  DESIGNATION -  211
 BJ2008  PID         -  BJ2008
 BJ2008  STATE/COUNTY-  LA/IBERVILLE
 BJ2008  USGS QUAD   -  BAYOU SORREL (1992)
 BJ2008
 BJ2008                         *CURRENT SURVEY CONTROL
 BJ2008  ___________________________________________________________________
 BJ2008* NAD 83(1986)-  30 13 47.     (N)    091 22 27.     (W)     SCALED    
 BJ2008* NAVD 88     -         4.02   (+/-2cm)      13.2    (feet)  VERTCON   
 BJ2008  ___________________________________________________________________
 BJ2008  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ2008
 BJ2008  VERT ORDER  -  ? (See Below)
 BJ2008
 BJ2008.The horizontal coordinates were scaled from a topographic map and have
 BJ2008.an estimated accuracy of +/- 6 seconds.
 BJ2008
 BJ2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2008.The vertical order pertains to the NGVD 29 superseded value.
 BJ2008
 BJ2008.The geoid height was determined by GEOID03.
 BJ2008
 BJ2008;                    North         East    Units  Estimated Accuracy
 BJ2008;SPC LA S     -   191,730.      996,070.      MT  (+/- 180 meters Scaled)
 BJ2008
 BJ2008                          SUPERSEDED SURVEY CONTROL
 BJ2008
 BJ2008  NGVD 29 (??/??/??)    4.045  (m)           13.27   (f) ADJUSTED    ?  
 BJ2008
 BJ2008.Superseded values are not recommended for survey control.
 BJ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2008.See file dsdata.txt to determine how the superseded data were derived.
 BJ2008
 BJ2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP564453(NAD 83)
 BJ2008_MARKER: S = SPIKE
 BJ2008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2008_SP_SET: TREE
 BJ2008_STAMPING: PRE. B.M. 211-1933
 BJ2008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2008
 BJ2008  HISTORY     - Date     Condition        Report By
 BJ2008  HISTORY     - 1933     MONUMENTED       DOD
 BJ2008
 BJ2008                          STATION DESCRIPTION
 BJ2008
 BJ2008'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2008'2.7 MI S FROM INDIAN VILLAGE.
 BJ2008'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2008'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 4.1 MILES WEST ALONG
 BJ2008'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, 75
 BJ2008'FEET BACK OF THE LOWER BANK OF THE RIVER, 50 FEET WEST OF THE HEAD OF
 BJ2008'THE UPPER FORK OF BAYOU SULLIVAN, 15 FEET BACK OF AN ABANDONED HOUSE,
 BJ2008'AT A 20-INCH CYPRESS TREE WITH A BRASS PLATE STAMPED PRE B.M. 211
 BJ2008'1933, IN THE DIAMOND BLAZE ON THE RIVERSIDE OF THE TREE, AND ABOUT 2
 BJ2008'FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4096 ***********************************************************************
 BJ4096  DESIGNATION -  211 73
 BJ4096  PID         -  BJ4096
 BJ4096  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4096  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4096
 BJ4096                         *CURRENT SURVEY CONTROL
 BJ4096  ___________________________________________________________________
 BJ4096* NAD 83(1986)-  30 22 33.     (N)    091 01 16.     (W)     SCALED    
 BJ4096* NAVD 88     -         9.090  (meters)      29.82   (feet)  ADJUSTED  
 BJ4096  ___________________________________________________________________
 BJ4096  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ4096  DYNAMIC HT  -           9.078 (meters)      29.78  (feet)  COMP
 BJ4096  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 BJ4096
 BJ4096  VERT ORDER  -  SECOND    CLASS II
 BJ4096
 BJ4096.The horizontal coordinates were scaled from a topographic map and have
 BJ4096.an estimated accuracy of +/- 6 seconds.
 BJ4096
 BJ4096.The orthometric height was determined by differential leveling
 BJ4096.and adjusted by the National Geodetic Survey in February 1994..
 BJ4096
 BJ4096.The geoid height was determined by GEOID03.
 BJ4096
 BJ4096.The dynamic height is computed by dividing the NAVD 88
 BJ4096.geopotential number by the normal gravity value computed on the
 BJ4096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4096.degrees latitude (g = 980.6199 gals.).
 BJ4096
 BJ4096.The modeled gravity was interpolated from observed gravity values.
 BJ4096
 BJ4096;                    North         East    Units  Estimated Accuracy
 BJ4096;SPC LA S     -   207,970.    1,030,010.      MT  (+/- 180 meters Scaled)
 BJ4096
 BJ4096                          SUPERSEDED SURVEY CONTROL
 BJ4096
 BJ4096.No superseded survey control is available for this station.
 BJ4096
 BJ4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP901620(NAD 83)
 BJ4096_MARKER: DB = BENCH MARK DISK
 BJ4096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4096_SP_SET: CONCRETE POST
 BJ4096_STAMPING: 211-73 1973
 BJ4096_MARK LOGO: LA-033
 BJ4096_PROJECTION: FLUSH
 BJ4096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4096+STABILITY: SURFACE MOTION
 BJ4096
 BJ4096  HISTORY     - Date     Condition        Report By
 BJ4096  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4096  HISTORY     - 1987     GOOD             LA-033
 BJ4096
 BJ4096                          STATION DESCRIPTION
 BJ4096
 BJ4096'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4096'IN BATON ROUGE.
 BJ4096'ABOUT 0.48 KM (0.3 MI) NORTHWEST ON JEFFERSON HIGHWAY FROM THE
 BJ4096'JUNCTION OF JEFFERSON HIGHWAY AND BARRINGER FOREMAN ROAD AND JUST
 BJ4096'SOUTHEAST OF THE JUNCTION OF DIRECTOR DRIVE AND JEFFERSON HIGHWAY
 BJ4096'ACROSS FROM THE HOLSUM BREAD STORE, 12.2 METERS (40 FT) EAST OF A
 BJ4096'40-INCH CATALPA TREE, 8.5 METERS (28 FT) SOUTHWEST OF THE CENTERLINE
 BJ4096'OF JEFFERSON HIGHWAY, 4.9 METERS (16 FT) EAST OF THE CENTER OF A
 BJ4096'DRIVEWAY LEADING TO BRICK HOME, AND 1.83 METERS (6 FT) WEST OF A
 BJ4096'POWER POLE WITH A TRANSFORMER ATTACHED.
 BJ4096'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 BJ4096'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3196 ***********************************************************************
 DH3196  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3196  DESIGNATION -  2111+36.54 ABLMS 252
 DH3196  PID         -  DH3196
 DH3196  STATE/COUNTY-  LA/POINTE COUPEE
 DH3196  USGS QUAD   -  NEW ROADS (1994)
 DH3196
 DH3196                         *CURRENT SURVEY CONTROL
 DH3196  ___________________________________________________________________
 DH3196* NAD 83(1992)-  30 44 54.79615(N)    091 24 08.63326(W)     ADJUSTED  
 DH3196* NAVD 88     -        18.29 **(meters)      60.0  **(feet)  GPS OBS(2004.65)
 DH3196  **This station is located in a subsidence area (see below).
 DH3196  ___________________________________________________________________
 DH3196  X           -    -134,271.544 (meters)                     COMP
 DH3196  Y           -  -5,484,645.379 (meters)                     COMP
 DH3196  Z           -   3,241,962.160 (meters)                     COMP
 DH3196  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DH3196  ELLIP HEIGHT-          -9.00  (meters)          (05/09/05) GPS OBS
 DH3196  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DH3196
 DH3196  HORZ ORDER  -  B
 DH3196  ELLP ORDER  -  FOURTH    CLASS II
 DH3196
 DH3196.The horizontal coordinates were established by GPS observations
 DH3196.and adjusted by the National Geodetic Survey in May 2005..
 DH3196
 DH3196 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3196 ** and geoid heights are valid at the date of observation. These heights
 DH3196 ** must always be validated when used as control.
 DH3196 ** The orthometric height was determined by GPS observations using
 DH3196 ** precise GPS observation and processing techniques and a new
 DH3196 ** realization of GEOID03. It supersedes the leveled height previously
 DH3196 ** determined for this station.
 DH3196 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3196 ** epoch indicated which incorporates improved geoid heights for the
 DH3196 ** Southern Louisiana Subsidence area.
 DH3196 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3196.The orthometric height was determined by GPS observations and a
 DH3196.high-resolution geoid model using precise GPS observation and
 DH3196.processing techniques.
 DH3196
 DH3196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3196
 DH3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3196
 DH3196.The ellipsoidal height was determined by GPS observations
 DH3196.and is referenced to NAD 83.
 DH3196
 DH3196.The geoid height was determined by GEOID03.
 DH3196
 DH3196;                    North         East     Units Scale Factor Converg.
 DH3196;SPC LA S     -   249,248.428   993,386.704   MT  1.00001069   -0 02 04.3
 DH3196;SPC LA S     -   817,742.55  3,259,136.21   sFT  1.00001069   -0 02 04.3
 DH3196;UTM  15      - 3,402,826.223   652,925.006   MT  0.99988849   +0 49 01.1
 DH3196
 DH3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3196!SPC LA S     -   1.00000141  x   1.00001069  =   1.00001210
 DH3196!UTM  15      -   1.00000141  x   0.99988849  =   0.99988990
 DH3196
 DH3196                          SUPERSEDED SURVEY CONTROL
 DH3196
 DH3196.No superseded survey control is available for this station.
 DH3196
 DH3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5292502826(NAD 83)
 DH3196_MARKER: DD = SURVEY DISK
 DH3196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3196_STAMPING: ABLMS252 1976
 DH3196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3196+STABILITY: SURFACE MOTION
 DH3196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3196+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 DH3196
 DH3196  HISTORY     - Date     Condition        Report By
 DH3196  HISTORY     - UNK      MONUMENTED       USACE
 DH3196  HISTORY     - 20021218 GOOD             3001
 DH3196
 DH3196                          STATION DESCRIPTION
 DH3196
 DH3196'DESCRIBED BY 3001, INC 2002 (MH)
 DH3196'THE STATION IS LOCATED IN POINT COUPEE PARISH ABOUT 3 MILES SOUTHWEST
 DH3196'OF ST  FRANCISVILLE, LA 3.9 MILES OF NEW ROADS, 0.5 MILES SOUTHWEST OF
 DH3196'THE NEW ROADS FERRY  LANDING.
 DH3196' 
 DH3196'OWNERSHIP COE
 DH3196' 
 DH3196'TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 10 AND LA HWY 981
 DH3196'AT THE NEW  ROADS ST FRANCISVILLE FERRY LANDING, GO 0.26 MILES
 DH3196'SOUTHWEST ALONG HWY 10 AND MARK ON RIGHT ON TOP OF LEVEE.
 DH3196' 
 DH3196'THE STATION IS A 3.5' COE BRASS CAP SET IN CONCRETE 1.2' BELOW SURFACE
 DH3196'OF GROUND IN TOP OF  LEVEE, 3' NORTH OF CENTERLINE OF LEVEE, 120'
 DH3196'NORTH OF CENTERLINE OF HWY 10, 64.5' SOUTHWEST OF CENTERLINE OF LEVEE
 DH3196'AND CENTERLINE OF A SPUR LEVEE LEADING  NORTH TO MISSS RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2009 ***********************************************************************
 BJ2009  DESIGNATION -  212
 BJ2009  PID         -  BJ2009
 BJ2009  STATE/COUNTY-  LA/IBERVILLE
 BJ2009  USGS QUAD   -  BAYOU SORREL (1992)
 BJ2009
 BJ2009                         *CURRENT SURVEY CONTROL
 BJ2009  ___________________________________________________________________
 BJ2009* NAD 83(1986)-  30 13 27.     (N)    091 21 20.     (W)     SCALED    
 BJ2009* NAVD 88     -         3.28   (+/-2cm)      10.8    (feet)  VERTCON   
 BJ2009  ___________________________________________________________________
 BJ2009  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2009
 BJ2009  VERT ORDER  -  ? (See Below)
 BJ2009
 BJ2009.The horizontal coordinates were scaled from a topographic map and have
 BJ2009.an estimated accuracy of +/- 6 seconds.
 BJ2009
 BJ2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2009.The vertical order pertains to the NGVD 29 superseded value.
 BJ2009
 BJ2009.The geoid height was determined by GEOID03.
 BJ2009
 BJ2009;                    North         East    Units  Estimated Accuracy
 BJ2009;SPC LA S     -   191,120.      997,860.      MT  (+/- 180 meters Scaled)
 BJ2009
 BJ2009                          SUPERSEDED SURVEY CONTROL
 BJ2009
 BJ2009  NGVD 29 (??/??/??)    3.304  (m)           10.84   (f) ADJUSTED    ?  
 BJ2009
 BJ2009.Superseded values are not recommended for survey control.
 BJ2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2009.See file dsdata.txt to determine how the superseded data were derived.
 BJ2009
 BJ2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP582447(NAD 83)
 BJ2009_MARKER: S = SPIKE
 BJ2009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2009_SP_SET: TREE
 BJ2009_STAMPING: PRE. B.M. 212-1933
 BJ2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2009
 BJ2009  HISTORY     - Date     Condition        Report By
 BJ2009  HISTORY     - 1933     MONUMENTED       DOD
 BJ2009
 BJ2009                          STATION DESCRIPTION
 BJ2009
 BJ2009'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2009'2.7 MI S FROM INDIAN VILLAGE.
 BJ2009'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2009'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 2.7 MILES WEST ALONG
 BJ2009'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE,
 BJ2009'OPPOSITE THE MOUTH OF BULLTAIL BAYOU, ABOUT 100 FEET BACK OF THE LOWER
 BJ2009'BANK OF THE RIVER, AT A 20-INCH ASH TREE WITH A BRASS PLATE STAMPED
 BJ2009'PRE B.M. 212 1933, IN THE DIAMOND BLAZE ON THE LANDSIDE OF THE TREE,
 BJ2009'AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4046 ***********************************************************************
 BJ4046  DESIGNATION -  212 73
 BJ4046  PID         -  BJ4046
 BJ4046  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4046  USGS QUAD   -  ST GABRIEL (1995)
 BJ4046
 BJ4046                         *CURRENT SURVEY CONTROL
 BJ4046  ___________________________________________________________________
 BJ4046* NAD 83(1986)-  30 21 51.     (N)    091 00 28.     (W)     SCALED    
 BJ4046* NAVD 88     -         7.035  (meters)      23.08   (feet)  ADJUSTED  
 BJ4046  ___________________________________________________________________
 BJ4046  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4046  DYNAMIC HT  -           7.026 (meters)      23.05  (feet)  COMP
 BJ4046  MODELED GRAV-     979,332.4   (mgal)                       NAVD 88
 BJ4046
 BJ4046  VERT ORDER  -  SECOND    CLASS II
 BJ4046
 BJ4046.The horizontal coordinates were scaled from a topographic map and have
 BJ4046.an estimated accuracy of +/- 6 seconds.
 BJ4046
 BJ4046.The orthometric height was determined by differential leveling
 BJ4046.and adjusted by the National Geodetic Survey in February 1994..
 BJ4046
 BJ4046.The geoid height was determined by GEOID03.
 BJ4046
 BJ4046.The dynamic height is computed by dividing the NAVD 88
 BJ4046.geopotential number by the normal gravity value computed on the
 BJ4046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4046.degrees latitude (g = 980.6199 gals.).
 BJ4046
 BJ4046.The modeled gravity was interpolated from observed gravity values.
 BJ4046
 BJ4046;                    North         East    Units  Estimated Accuracy
 BJ4046;SPC LA S     -   206,680.    1,031,300.      MT  (+/- 180 meters Scaled)
 BJ4046
 BJ4046                          SUPERSEDED SURVEY CONTROL
 BJ4046
 BJ4046.No superseded survey control is available for this station.
 BJ4046
 BJ4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP914608(NAD 83)
 BJ4046_MARKER: DB = BENCH MARK DISK
 BJ4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4046_SP_SET: CONCRETE POST
 BJ4046_STAMPING: 212-73 1973
 BJ4046_MARK LOGO: LA-033
 BJ4046_PROJECTION: FLUSH
 BJ4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4046+STABILITY: SURFACE MOTION
 BJ4046
 BJ4046  HISTORY     - Date     Condition        Report By
 BJ4046  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4046  HISTORY     - 1987     GOOD             LA-033
 BJ4046
 BJ4046                          STATION DESCRIPTION
 BJ4046
 BJ4046'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4046'IN BATON ROUGE.
 BJ4046'LOCATED SOUTHWEST OF THE TOWN OF BATON ROUGE SOUTHEAST OF THE
 BJ4046'INTERSECTION OF JEFFERSON HIGHWAY AND ANTIOCH ROAD, 16.2 METERS (53
 BJ4046'FT) SOUTHEAST FROM THE INTERSECTION OF ANTIOCH ROAD AND JEFFERSON
 BJ4046'HIGHWAY, 10.7 METERS (35 FT) SOUTHWEST OF THE CENTERLINE OF JEFFERSON
 BJ4046'HIGHWAY, 3.7 METERS (12 FT) SOUTH OF A POWER POLE, AND JUST NORTHWEST
 BJ4046'OF THE MENCO AUTO SERVICE BUILDING.
 BJ4046'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 BJ4046'THE MARK IS 0.31 M BELOW JEFFERSON HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2010 ***********************************************************************
 BJ2010  DESIGNATION -  212 A
 BJ2010  PID         -  BJ2010
 BJ2010  STATE/COUNTY-  LA/IBERVILLE
 BJ2010  USGS QUAD   -  BAYOU SORREL (1992)
 BJ2010
 BJ2010                         *CURRENT SURVEY CONTROL
 BJ2010  ___________________________________________________________________
 BJ2010* NAD 83(1986)-  30 13 28.     (N)    091 21 20.     (W)     SCALED    
 BJ2010* NAVD 88     -         6.12   (+/-2cm)      20.1    (feet)  VERTCON   
 BJ2010  ___________________________________________________________________
 BJ2010  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2010
 BJ2010  VERT ORDER  -  ? (See Below)
 BJ2010
 BJ2010.The horizontal coordinates were scaled from a topographic map and have
 BJ2010.an estimated accuracy of +/- 6 seconds.
 BJ2010
 BJ2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2010.The vertical order pertains to the NGVD 29 superseded value.
 BJ2010
 BJ2010.The geoid height was determined by GEOID03.
 BJ2010
 BJ2010;                    North         East    Units  Estimated Accuracy
 BJ2010;SPC LA S     -   191,150.      997,860.      MT  (+/- 180 meters Scaled)
 BJ2010
 BJ2010                          SUPERSEDED SURVEY CONTROL
 BJ2010
 BJ2010  NGVD 29 (??/??/??)    6.146  (m)           20.16   (f) ADJUSTED    ?  
 BJ2010
 BJ2010.Superseded values are not recommended for survey control.
 BJ2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2010.See file dsdata.txt to determine how the superseded data were derived.
 BJ2010
 BJ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP582447(NAD 83)
 BJ2010_MARKER: S = SPIKE
 BJ2010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2010_SP_SET: TREE
 BJ2010_STAMPING: PRE B.M. 212 A 1933
 BJ2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2010
 BJ2010  HISTORY     - Date     Condition        Report By
 BJ2010  HISTORY     - 1933     MONUMENTED       DOD
 BJ2010
 BJ2010                          STATION DESCRIPTION
 BJ2010
 BJ2010'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2010'2.7 MI S FROM INDIAN VILLAGE.
 BJ2010'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2010'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 2.7 MILES WEST ALONG
 BJ2010'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, 60
 BJ2010'FEET TOWARD THE RIVER FROM P.B.M. 212 (U.S.E.), DESCRIBED ABOVE, AT A
 BJ2010'16-INCH ASH TREE WITH A BRASS PLATE STAMPED PRE B.M. 212 A 1933, IN
 BJ2010'THE DIAMOND BLAZE ON THE WEST SIDE OF THE TREE, AND ABOUT 10 FEET
 BJ2010'HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1922 ***********************************************************************
 AU1922  DESIGNATION -  212/3 USE
 AU1922  PID         -  AU1922
 AU1922  STATE/COUNTY-  LA/JEFFERSON
 AU1922  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU1922
 AU1922                         *CURRENT SURVEY CONTROL
 AU1922  ___________________________________________________________________
 AU1922* NAD 83(1992)-  29 54 48.20364(N)    090 08 23.58627(W)     ADJUSTED  
 AU1922* NAVD 88     -         1.73   (+/-2cm)       5.7  **(feet)  VERTCON   
 AU1922  **This station is located in a subsidence area (see below).
 AU1922  ___________________________________________________________________
 AU1922  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU1922  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU1922
 AU1922  HORZ ORDER  -  SECOND
 AU1922  VERT ORDER  -  THIRD ? (See Below)
 AU1922
 AU1922.The horizontal coordinates were established by classical geodetic methods
 AU1922.and adjusted by the National Geodetic Survey in January 1993..
 AU1922
 AU1922 ** The orthometric height has not been validated since last determined
 AU1922 ** by differential leveling and should not be used for control purposes.
 AU1922 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1922 ** area with valid NAVD 88 orthometric heights.
 AU1922 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1922 ** epoch indicated which incorporates improved geoid heights for the
 AU1922 ** Southern Louisiana Subsidence area.
 AU1922 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1922.The vertical order pertains to the NGVD 29 superseded value.
 AU1922
 AU1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1922
 AU1922.The geoid height was determined by GEOID03.
 AU1922
 AU1922;                    North         East     Units Scale Factor Converg.
 AU1922;SPC LA S     -   157,266.369 1,115,240.735   MT  0.99992690   +0 35 48.3
 AU1922;SPC LA S     -   515,964.75  3,658,918.98   sFT  0.99992690   +0 35 48.3
 AU1922;UTM  15      - 3,312,627.322   776,148.747   MT  1.00054098   +1 25 38.0
 AU1922
 AU1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1922!SPC LA S     -   1.00000381  x   0.99992690  =   0.99993071
 AU1922!UTM  15      -   1.00000381  x   1.00054098  =   1.00054479
 AU1922
 AU1922                          SUPERSEDED SURVEY CONTROL
 AU1922
 AU1922  NAD 83(1986)-  29 54 48.21935(N)    090 08 23.58619(W) AD(       ) 2
 AU1922  NAD 27      -  29 54 47.48043(N)    090 08 23.32032(W) AD(       ) 2
 AU1922  NGVD 29 (07/19/86)    1.80   (m)            5.9    (f) LEVELING    3  
 AU1922
 AU1922.Superseded values are not recommended for survey control.
 AU1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1922.See file dsdata.txt to determine how the superseded data were derived.
 AU1922
 AU1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7614912627(NAD 83)
 AU1922_MARKER: P = PIPE CAP
 AU1922_SETTING: 0 = UNSPECIFIED SETTING
 AU1922
 AU1922  HISTORY     - Date     Condition        Report By
 AU1922  HISTORY     - 1930     MONUMENTED       MRC
 AU1922
 AU1922                          STATION DESCRIPTION
 AU1922
 AU1922'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1930 (HWH)
 AU1922'STATION IS ON RIGHT BANK OF MISSISSIPPI RIVER, ABOUT 400
 AU1922'METERS (1,312 FEET) BELOW COMPANY CANAL, ON W SIDE OF LEVEE
 AU1922'ROAD, INSIDE FENCE, AT INTERSECTION OF DITCH LEADING BACK
 AU1922'FROM LEVEE AND ROAD DITCH BEHIND LEVEE, 10 METERS (33 FEET)
 AU1922'BEHIND LEVEE, 220 METERS (722 FEET) BELOW ANGLE IN LEVEE WHERE
 AU1922'NEW LEVEE WAS JOINED TO OLD, AND ABOUT 175 METERS (574 FEET)
 AU1922'FROM RIVER BANK.
 AU1922'
 AU1922'STATION IS MARKED BY STANDARD MARK OF MISSISSIPPI RIVER
 AU1922'COMMISSION, BRASS CAP ON STEEL PIPE ABOVE AND COPPER BOLT
 AU1922'IN TILE BELOW.
 AU1922'
 AU1922'STATION WESTWEGO IS DISTANT 63.76 METERS (209.2 FEET)
 AU1922'S 20 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4095 ***********************************************************************
 BJ4095  DESIGNATION -  213 73
 BJ4095  PID         -  BJ4095
 BJ4095  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4095  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4095
 BJ4095                         *CURRENT SURVEY CONTROL
 BJ4095  ___________________________________________________________________
 BJ4095* NAD 83(1986)-  30 21 06.     (N)    090 59 18.     (W)     SCALED    
 BJ4095* NAVD 88     -         7.464  (meters)      24.49   (feet)  ADJUSTED  
 BJ4095  ___________________________________________________________________
 BJ4095  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ4095  DYNAMIC HT  -           7.454 (meters)      24.46  (feet)  COMP
 BJ4095  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 BJ4095
 BJ4095  VERT ORDER  -  SECOND    CLASS II
 BJ4095
 BJ4095.The horizontal coordinates were scaled from a topographic map and have
 BJ4095.an estimated accuracy of +/- 6 seconds.
 BJ4095
 BJ4095.The orthometric height was determined by differential leveling
 BJ4095.and adjusted by the National Geodetic Survey in February 1994..
 BJ4095
 BJ4095.The geoid height was determined by GEOID03.
 BJ4095
 BJ4095.The dynamic height is computed by dividing the NAVD 88
 BJ4095.geopotential number by the normal gravity value computed on the
 BJ4095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4095.degrees latitude (g = 980.6199 gals.).
 BJ4095
 BJ4095.The modeled gravity was interpolated from observed gravity values.
 BJ4095
 BJ4095;                    North         East    Units  Estimated Accuracy
 BJ4095;SPC LA S     -   205,300.    1,033,170.      MT  (+/- 180 meters Scaled)
 BJ4095
 BJ4095                          SUPERSEDED SURVEY CONTROL
 BJ4095
 BJ4095.No superseded survey control is available for this station.
 BJ4095
 BJ4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP933594(NAD 83)
 BJ4095_MARKER: DB = BENCH MARK DISK
 BJ4095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4095_SP_SET: CONCRETE POST
 BJ4095_STAMPING: 213-73 1973
 BJ4095_MARK LOGO: LA-033
 BJ4095_PROJECTION: FLUSH
 BJ4095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4095+STABILITY: SURFACE MOTION
 BJ4095
 BJ4095  HISTORY     - Date     Condition        Report By
 BJ4095  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4095  HISTORY     - 1987     GOOD             LA-033
 BJ4095
 BJ4095                          STATION DESCRIPTION
 BJ4095
 BJ4095'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4095'IN BATON ROUGE.
 BJ4095'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ4095'JEFFERSON HIGHWAY AND HOO SHOO TOO ROAD, 14.3 METERS (47 FT) NORTH-
 BJ4095'EAST OF THE CENTERLINE OF JEFFERSON HIGHWAY, 14.0 METERS (46 FT)
 BJ4095'SOUTHEAST OF THE CENTERLINE OF HOO SHOO TOO ROAD, 8.5 METERS (28 FT)
 BJ4095'NORTHEAST OF A RIGHT-OF-WAY MARKER, 7.9 METERS (26 FT) NORTHEAST OF A
 BJ4095'TELEPHONE JUNCTION BOX AND IS SET IN THE SOUTHEAST QUADRANT OF THE
 BJ4095'INTERSECTION.
 BJ4095'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ4095'THE MARK IS 0.46 M ABOVE JEFFERSON HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4101 ***********************************************************************
 BJ4101  DESIGNATION -  214 73
 BJ4101  PID         -  BJ4101
 BJ4101  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4101  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4101
 BJ4101                         *CURRENT SURVEY CONTROL
 BJ4101  ___________________________________________________________________
 BJ4101* NAD 83(1986)-  30 21 01.     (N)    090 58 04.     (W)     SCALED    
 BJ4101* NAVD 88     -         8.672  (meters)      28.45   (feet)  ADJUSTED  
 BJ4101  ___________________________________________________________________
 BJ4101  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4101  DYNAMIC HT  -           8.661 (meters)      28.42  (feet)  COMP
 BJ4101  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 BJ4101
 BJ4101  VERT ORDER  -  SECOND    CLASS II
 BJ4101
 BJ4101.The horizontal coordinates were scaled from a topographic map and have
 BJ4101.an estimated accuracy of +/- 6 seconds.
 BJ4101
 BJ4101.The orthometric height was determined by differential leveling
 BJ4101.and adjusted by the National Geodetic Survey in February 1994..
 BJ4101
 BJ4101.The geoid height was determined by GEOID03.
 BJ4101
 BJ4101.The dynamic height is computed by dividing the NAVD 88
 BJ4101.geopotential number by the normal gravity value computed on the
 BJ4101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4101.degrees latitude (g = 980.6199 gals.).
 BJ4101
 BJ4101.The modeled gravity was interpolated from observed gravity values.
 BJ4101
 BJ4101;                    North         East    Units  Estimated Accuracy
 BJ4101;SPC LA S     -   205,150.    1,035,150.      MT  (+/- 180 meters Scaled)
 BJ4101
 BJ4101                          SUPERSEDED SURVEY CONTROL
 BJ4101
 BJ4101.No superseded survey control is available for this station.
 BJ4101
 BJ4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP953593(NAD 83)
 BJ4101_MARKER: DB = BENCH MARK DISK
 BJ4101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4101_SP_SET: CONCRETE POST
 BJ4101_STAMPING: 214-73 1973
 BJ4101_MARK LOGO: LA-033
 BJ4101_PROJECTION: FLUSH
 BJ4101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4101+STABILITY: SURFACE MOTION
 BJ4101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4101+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 BJ4101
 BJ4101  HISTORY     - Date     Condition        Report By
 BJ4101  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4101  HISTORY     - 1987     GOOD             LA-033
 BJ4101  HISTORY     - 20050714 GOOD             SJB
 BJ4101
 BJ4101                          STATION DESCRIPTION
 BJ4101
 BJ4101'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4101'IN BATON ROUGE.
 BJ4101'LOCATED IN THE SOUTHEAST SECTION OF THE CITY AT THE INTERSECTION OF
 BJ4101'HOO SHOO TOO ROAD AND TIGER BEND ROAD, 22.0 METERS (72 FT) NORTH OF
 BJ4101'THE CENTERLINE OF HOO SHOO TOO ROAD, 18.9 METERS (62 FT) NORTHWEST OF
 BJ4101'A PARISH RIGHT-OF-WAY MARKER, 16.2 METERS (53 FT) EAST OF THE
 BJ4101'CENTERLINE OF TIGER BEND ROAD, 11.9 METERS (39 FT) EAST-NORTHEAST OF
 BJ4101'THE EAST END OF A CULVERT UNDER TIGER BEND ROAD, AND 4.3 METERS (14
 BJ4101'FT) SOUTHEAST OF A BURNED OUT OAK TREE STUMP.
 BJ4101'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 BJ4101'THE MARK IS ABOVE LEVEL WITH .
 BJ4101
 BJ4101                          STATION RECOVERY (2005)
 BJ4101
 BJ4101'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ4101'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1421 ***********************************************************************
 BX1421  DESIGNATION -  214 USGS
 BX1421  PID         -  BX1421
 BX1421  STATE/COUNTY-  LA/WINN
 BX1421  USGS QUAD   -  VERDA (1983)
 BX1421
 BX1421                         *CURRENT SURVEY CONTROL
 BX1421  ___________________________________________________________________
 BX1421* NAD 83(1986)-  31 44 32.     (N)    092 45 34.     (W)     SCALED    
 BX1421* NAVD 88     -        65.23   (+/-2cm)     214.0    (feet)  VERTCON   
 BX1421  ___________________________________________________________________
 BX1421  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1421
 BX1421  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1421
 BX1421.The horizontal coordinates were scaled from a topographic map and have
 BX1421.an estimated accuracy of +/- 6 seconds.
 BX1421
 BX1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1421.The vertical order pertains to the NGVD 29 superseded value.
 BX1421
 BX1421.The geoid height was determined by GEOID03.
 BX1421
 BX1421;                    North         East    Units  Estimated Accuracy
 BX1421;SPC LA N     -   137,760.      975,420.      MT  (+/- 180 meters Scaled)
 BX1421
 BX1421                          SUPERSEDED SURVEY CONTROL
 BX1421
 BX1421  NGVD 29 (??/??/??)   65.241  (m)          214.04   (f) ADJUSTED    1 2
 BX1421
 BX1421.Superseded values are not recommended for survey control.
 BX1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1421.See file dsdata.txt to determine how the superseded data were derived.
 BX1421
 BX1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR227118(NAD 83)
 BX1421_MARKER: P = PIPE CAP
 BX1421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1421_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1421_STAMPING: 214 1906
 BX1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1421
 BX1421  HISTORY     - Date     Condition        Report By
 BX1421  HISTORY     - UNK      MONUMENTED       USGS
 BX1421  HISTORY     - 1949     GOOD             CGS
 BX1421
 BX1421                          STATION DESCRIPTION
 BX1421
 BX1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1421'3.5 MI NE FROM NEW VERDA.
 BX1421'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1421'VERDA, THENCE 0.3 MILE EAST ALONG A DIM ROAD, AT THE CROSSING OF THE
 BX1421'OLD ABANDONED LOUISIANA RAILWAY AND NAVIGATION COMPANY GRADE, 58 FEET
 BX1421'EAST OF THE CENTER LINE OF THE OLD RAILROAD FILL, 435 FEET SOUTHWEST
 BX1421'OF THE SOUTHWEST CORNER OF AN OLD VACANT FARMHOUSE, 190 FEET SOUTH OF
 BX1421'THE CENTER LINE OF THE ROAD, 62.0 FEET SOUTHWEST OF A 16 INCH
 BX1421'TRIANGULAR BLAZED PINE TREE, 51.0 FEET SOUTH OF A 20 INCH TRIANGULAR
 BX1421'BLAZED PINE TREE, 3.6 FEET NORTH OF A 10 INCH TRIANGULAR BLAZED OAK
 BX1421'TREE, 1.3 FEET NORTHWEST OF A WITNESS POST, A BRONZE CAP RIVETED ON
 BX1421'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE
 BX1421'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1191 ***********************************************************************
 CP1191  DESIGNATION -  2150 A BOLT
 CP1191  PID         -  CP1191
 CP1191  STATE/COUNTY-  LA/EAST CARROLL
 CP1191  USGS QUAD   -  SONDHEIMER (1994)
 CP1191
 CP1191                         *CURRENT SURVEY CONTROL
 CP1191  ___________________________________________________________________
 CP1191* NAD 83(1986)-  32 33 46.     (N)    091 07 40.     (W)     SCALED    
 CP1191* NAVD 88     -        26.36   (+/-2cm)      86.5    (feet)  VERTCON   
 CP1191  ___________________________________________________________________
 CP1191  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP1191
 CP1191  VERT ORDER  -  ? (See Below)
 CP1191
 CP1191.The horizontal coordinates were scaled from a topographic map and have
 CP1191.an estimated accuracy of +/- 6 seconds.
 CP1191
 CP1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1191.The vertical order pertains to the NGVD 29 superseded value.
 CP1191
 CP1191.The geoid height was determined by GEOID03.
 CP1191
 CP1191;                    North         East    Units  Estimated Accuracy
 CP1191;SPC LA N     -   229,530.    1,128,860.      MT  (+/- 180 meters Scaled)
 CP1191
 CP1191                          SUPERSEDED SURVEY CONTROL
 CP1191
 CP1191  NGVD 29 (??/??/92)   26.387  (m)           86.57   (f) ADJ UNCH    ?  
 CP1191
 CP1191.Superseded values are not recommended for survey control.
 CP1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1191.See file dsdata.txt to determine how the superseded data were derived.
 CP1191
 CP1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS757043(NAD 83)
 CP1191_MARKER: B = BOLT
 CP1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1191_SP_SET: STONE
 CP1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1191+STABILITY: SURFACE MOTION
 CP1191
 CP1191  HISTORY     - Date     Condition        Report By
 CP1191  HISTORY     - UNK      MONUMENTED       DOD
 CP1191  HISTORY     - 1934     GOOD             DOD
 CP1191
 CP1191                          STATION DESCRIPTION
 CP1191
 CP1191'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1191'3.5 MI NE FROM SONDHEIMER.
 CP1191'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1191'MISS. RIVER, EAST CARROLL PARISH, LA., 3 1/2 MILES NORTHEAST OF
 CP1191'SONDHEIMER, LA.  831 FEET FROM LEVEE STATION NO. 2150.  400 FEET SOUTH
 CP1191'OF HOUSE.  30 FEET FROM EAST END OF BARN.  3 FEET INSIDE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1190 ***********************************************************************
 CP1190  DESIGNATION -  2150 A CAP
 CP1190  PID         -  CP1190
 CP1190  STATE/COUNTY-  LA/EAST CARROLL
 CP1190  USGS QUAD   -  SONDHEIMER (1994)
 CP1190
 CP1190                         *CURRENT SURVEY CONTROL
 CP1190  ___________________________________________________________________
 CP1190* NAD 83(1986)-  32 33 46.     (N)    091 07 40.     (W)     SCALED    
 CP1190* NAVD 88     -        27.58   (+/-2cm)      90.5    (feet)  VERTCON   
 CP1190  ___________________________________________________________________
 CP1190  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP1190
 CP1190  VERT ORDER  -  ? (See Below)
 CP1190
 CP1190.The horizontal coordinates were scaled from a topographic map and have
 CP1190.an estimated accuracy of +/- 6 seconds.
 CP1190
 CP1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1190.The vertical order pertains to the NGVD 29 superseded value.
 CP1190
 CP1190.The geoid height was determined by GEOID03.
 CP1190
 CP1190;                    North         East    Units  Estimated Accuracy
 CP1190;SPC LA N     -   229,530.    1,128,860.      MT  (+/- 180 meters Scaled)
 CP1190
 CP1190                          SUPERSEDED SURVEY CONTROL
 CP1190
 CP1190  NGVD 29 (??/??/92)   27.610  (m)           90.58   (f) ADJ UNCH    ?  
 CP1190
 CP1190.Superseded values are not recommended for survey control.
 CP1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1190.See file dsdata.txt to determine how the superseded data were derived.
 CP1190
 CP1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS757043(NAD 83)
 CP1190_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1190
 CP1190  HISTORY     - Date     Condition        Report By
 CP1190  HISTORY     - UNK      MONUMENTED       DOD
 CP1190  HISTORY     - 1934     GOOD             DOD
 CP1190
 CP1190                          STATION DESCRIPTION
 CP1190
 CP1190'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1190'3.5 MI NE FROM SONDHEIMER.
 CP1190'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1190'MISS. RIVER, EAST CARROLL PARISH, LA., 3 1/2 MILES NORTHEAST OF
 CP1190'SONDHEIMER, LA.  831 FEET FROM LEVEE STATION NO. 2150.  400 FEET SOUTH
 CP1190'OF HOUSE.  30 FEET FROM EAST END OF BARN.  3 FEET INSIDE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4102 ***********************************************************************
 BJ4102  DESIGNATION -  216 73
 BJ4102  PID         -  BJ4102
 BJ4102  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4102  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4102
 BJ4102                         *CURRENT SURVEY CONTROL
 BJ4102  ___________________________________________________________________
 BJ4102* NAD 83(1986)-  30 22 52.     (N)    091 00 27.     (W)     SCALED    
 BJ4102* NAVD 88     -         9.152  (meters)      30.03   (feet)  ADJUSTED  
 BJ4102  ___________________________________________________________________
 BJ4102  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ4102  DYNAMIC HT  -           9.140 (meters)      29.99  (feet)  COMP
 BJ4102  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 BJ4102
 BJ4102  VERT ORDER  -  SECOND    CLASS II
 BJ4102
 BJ4102.The horizontal coordinates were scaled from a topographic map and have
 BJ4102.an estimated accuracy of +/- 6 seconds.
 BJ4102
 BJ4102.The orthometric height was determined by differential leveling
 BJ4102.and adjusted by the National Geodetic Survey in February 1994..
 BJ4102
 BJ4102.The geoid height was determined by GEOID03.
 BJ4102
 BJ4102.The dynamic height is computed by dividing the NAVD 88
 BJ4102.geopotential number by the normal gravity value computed on the
 BJ4102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4102.degrees latitude (g = 980.6199 gals.).
 BJ4102
 BJ4102.The modeled gravity was interpolated from observed gravity values.
 BJ4102
 BJ4102;                    North         East    Units  Estimated Accuracy
 BJ4102;SPC LA S     -   208,560.    1,031,320.      MT  (+/- 180 meters Scaled)
 BJ4102
 BJ4102                          SUPERSEDED SURVEY CONTROL
 BJ4102
 BJ4102.No superseded survey control is available for this station.
 BJ4102
 BJ4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP914627(NAD 83)
 BJ4102_MARKER: DB = BENCH MARK DISK
 BJ4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4102_SP_SET: CONCRETE POST
 BJ4102_STAMPING: 216-73 1973
 BJ4102_MARK LOGO: LA-033
 BJ4102_PROJECTION: RECESSED 31 CENTIMETERS
 BJ4102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4102+STABILITY: SURFACE MOTION
 BJ4102
 BJ4102  HISTORY     - Date     Condition        Report By
 BJ4102  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4102  HISTORY     - 1987     GOOD             LA-033
 BJ4102
 BJ4102                          STATION DESCRIPTION
 BJ4102
 BJ4102'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4102'IN BATON ROUGE.
 BJ4102'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE, AT THE INTERSECTION OF
 BJ4102'TIGER BEND ROAD AND ANTIOCH ROAD, 12.5 METERS (41 FT) SOUTH OF THE
 BJ4102'CENTERLINE OF TIGER BEND ROAD, 10.7 METERS (35 FT) WEST OF THE WEST
 BJ4102'EDGE OF A CONCRETE DRIVE, AND 1.5 METERS (5 FT) EAST-NORTHEAST OF A
 BJ4102'POWER POLE IN FRONT OF THE CRACKER BARREL STORE, AND 50.6 METERS (166
 BJ4102'FT) WEST OF THE CENTERLINE OF ANTIOCH ROAD.
 BJ4102'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ4102'THE MARK IS 0.46 M BELOW .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4098 ***********************************************************************
 BJ4098  DESIGNATION -  217 73
 BJ4098  PID         -  BJ4098
 BJ4098  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4098  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ4098
 BJ4098                         *CURRENT SURVEY CONTROL
 BJ4098  ___________________________________________________________________
 BJ4098* NAD 83(1986)-  30 22 51.     (N)    090 59 20.     (W)     SCALED    
 BJ4098* NAVD 88     -         5.774  (meters)      18.94   (feet)  ADJUSTED  
 BJ4098  ___________________________________________________________________
 BJ4098  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4098  DYNAMIC HT  -           5.766 (meters)      18.92  (feet)  COMP
 BJ4098  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 BJ4098
 BJ4098  VERT ORDER  -  SECOND    CLASS II
 BJ4098
 BJ4098.The horizontal coordinates were scaled from a topographic map and have
 BJ4098.an estimated accuracy of +/- 6 seconds.
 BJ4098
 BJ4098.The orthometric height was determined by differential leveling
 BJ4098.and adjusted by the National Geodetic Survey in February 1994..
 BJ4098
 BJ4098.The geoid height was determined by GEOID03.
 BJ4098
 BJ4098.The dynamic height is computed by dividing the NAVD 88
 BJ4098.geopotential number by the normal gravity value computed on the
 BJ4098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4098.degrees latitude (g = 980.6199 gals.).
 BJ4098
 BJ4098.The modeled gravity was interpolated from observed gravity values.
 BJ4098
 BJ4098;                    North         East    Units  Estimated Accuracy
 BJ4098;SPC LA S     -   208,530.    1,033,110.      MT  (+/- 180 meters Scaled)
 BJ4098
 BJ4098                          SUPERSEDED SURVEY CONTROL
 BJ4098
 BJ4098.No superseded survey control is available for this station.
 BJ4098
 BJ4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP932627(NAD 83)
 BJ4098_MARKER: DB = BENCH MARK DISK
 BJ4098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4098_SP_SET: CONCRETE POST
 BJ4098_STAMPING: 217-73 1973
 BJ4098_MARK LOGO: LA-033
 BJ4098_PROJECTION: FLUSH
 BJ4098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4098+STABILITY: SURFACE MOTION
 BJ4098
 BJ4098  HISTORY     - Date     Condition        Report By
 BJ4098  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4098  HISTORY     - 1987     GOOD             LA-033
 BJ4098
 BJ4098                          STATION DESCRIPTION
 BJ4098
 BJ4098'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4098'IN BATON ROUGE.
 BJ4098'ABOUT 0.32 KM (0.2 MI) SOUTH ON ELLIOT ROAD FROM THE INTERSECTION OF
 BJ4098'ELLIOT ROAD AND TIGER BEND ROAD TO THE BENCH MARK JUST SOUTH OF
 BJ4098'CLAYCUT BAYOU BRIDGE, 48.5 METERS (159 FT) SOUTHEAST OF THE SOUTHEAST
 BJ4098'CORNER OF BRIDGE, 12.5 METERS (41 FT) EAST OF THE CENTERLINE OF
 BJ4098'ELLIOT ROAD, 5.2 METERS (17 FT) NORTH OF THE CENTERLINE OF A GRAVEL
 BJ4098'DRIVE, 3.1 METERS (10 FT) NORTHEAST FROM THE NORTH END OF A METAL
 BJ4098'CULVERT UNDER GRAVEL DRIVE, AND 0.61 METERS (2 FT) WEST OF A BARB
 BJ4098'WIRE FENCE.
 BJ4098'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 BJ4098'THE MARK IS 0.31 M BELOW ELLIOT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0308 ***********************************************************************
 AT0308  DESIGNATION -  217/1 MRC=DUCROS
 AT0308  PID         -  AT0308
 AT0308  STATE/COUNTY-  LA/ST BERNARD
 AT0308  USGS QUAD   -  CHALMETTE (1994)
 AT0308
 AT0308                         *CURRENT SURVEY CONTROL
 AT0308  ___________________________________________________________________
 AT0308* NAD 83(1992)-  29 56 06.29681(N)    089 55 27.62157(W)     ADJUSTED  
 AT0308* NAVD 88     -         0.31   (+/-2cm)       1.0  **(feet)  VERTCON   
 AT0308  **This station is located in a subsidence area (see below).
 AT0308  ___________________________________________________________________
 AT0308  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AT0308  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AT0308
 AT0308  HORZ ORDER  -  THIRD
 AT0308  VERT ORDER  -  FIRST     CLASS I (See Below)
 AT0308
 AT0308.The horizontal coordinates were established by classical geodetic methods
 AT0308.and adjusted by the National Geodetic Survey in May 1994..
 AT0308
 AT0308 ** The orthometric height has not been validated since last determined
 AT0308 ** by differential leveling and should not be used for control purposes.
 AT0308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0308 ** area with valid NAVD 88 orthometric heights.
 AT0308 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0308 ** epoch indicated which incorporates improved geoid heights for the
 AT0308 ** Southern Louisiana Subsidence area.
 AT0308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0308.The vertical order pertains to the NGVD 29 superseded value.
 AT0308
 AT0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0308
 AT0308.The geoid height was determined by GEOID03.
 AT0308
 AT0308;                    North         East     Units Scale Factor Converg.
 AT0308;SPC LA S     -   159,907.002 1,136,023.547   MT  0.99992640   +0 42 16.3
 AT0308;SPC LA S     -   524,628.22  3,727,103.92   sFT  0.99992640   +0 42 16.3
 AT0308;UTM  16      - 3,315,188.890   217,708.882   MT  1.00058330   -1 27 37.0
 AT0308;UTM  15      - 3,315,571.091   796,905.326   MT  1.00068777   +1 32 09.4
 AT0308
 AT0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0308!SPC LA S     -   1.00000403  x   0.99992640  =   0.99993043
 AT0308!UTM  16      -   1.00000403  x   1.00058330  =   1.00058734
 AT0308!UTM  15      -   1.00000403  x   1.00068777  =   1.00069181
 AT0308
 AT0308:                Primary Azimuth Mark                     Grid Az
 AT0308:SPC LA S     -  BATTERY BIENVENUE                        036 14 45.3
 AT0308:UTM  16      -  BATTERY BIENVENUE                        038 24 38.6
 AT0308:UTM  15      -  BATTERY BIENVENUE                        035 24 52.2
 AT0308
 AT0308|---------------------------------------------------------------------|
 AT0308| PID    Reference Object                     Distance      Geod. Az  |
 AT0308|                                                           dddmmss.s |
 AT0308| AT1377 BATTERY BIENVENUE                   APPROX. 6.9 KM 0365701.6 |
 AT0308|---------------------------------------------------------------------|
 AT0308
 AT0308                          SUPERSEDED SURVEY CONTROL
 AT0308
 AT0308  NAD 83(1992)-  29 56 06.30169(N)    089 55 27.60668(W) AD(       ) 3
 AT0308  NAD 83(1986)-  29 56 06.30169(N)    089 55 27.60685(W) AD(       ) 3
 AT0308  NAD 27      -  29 56 05.72700(N)    089 55 26.02100(W) AD(       ) 3
 AT0308  NGVD 29 (??/??/??)    0.377  (m)            1.24   (f) ADJUSTED    1 1
 AT0308
 AT0308.Superseded values are not recommended for survey control.
 AT0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0308.See file dsdata.txt to determine how the superseded data were derived.
 AT0308
 AT0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1770915189(NAD 83)
 AT0308_MARKER: P = PIPE CAP
 AT0308_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AT0308+WITH SETTING: INTO GROUND
 AT0308_STAMPING: U S COAST SURVEY GP 1872
 AT0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0308+STABILITY: SURFACE MOTION
 AT0308
 AT0308  HISTORY     - Date     Condition        Report By
 AT0308  HISTORY     - 1872     MONUMENTED       CGS
 AT0308  HISTORY     - 1898     GOOD             CGS
 AT0308  HISTORY     - 1971     GOOD             NGS
 AT0308  HISTORY     - 1984     MARK NOT FOUND   NGS
 AT0308
 AT0308                          STATION DESCRIPTION
 AT0308
 AT0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1898
 AT0308'ON THE EASTERN BANK OF THE MISSISSIPPI RIVER, IN A
 AT0308'CULTIVATED FIELD,
 AT0308'6 METERS (20 FEET) S OF THE UPPER LINE OF THE
 AT0308'DUCROS PLANTATION, AND NEAR THE BACK OF THE PLANTATION.
 AT0308'
 AT0308'THE STATION IS THE SMOOTH SURFACE OF THE CAP BELOW THE LETTERS
 AT0308'G.P. ON A
 AT0308'SCREWPILE.  THE PILE STANDS 1 FOOT ABOVE THE SURFACE
 AT0308'OF THE GROUND.
 AT0308'
 AT0308'A 16-INCH BLAZED LIVE-OAK TREE IS 22 METERS (72 FEET) FROM THE
 AT0308'STATION N 45 DEG E.
 AT0308'
 AT0308'THIS STATION IS USED AS A BENCH MARK 217/1 MRC FOR HIGH WATER GAGE 13
 AT0308'AND IS ABOUT 500
 AT0308'METERS (1,640 FEET) ABOVE AND 900 METERS (2,953
 AT0308'FEET) BACK OF THE GAGE.  ELEVATION-
 AT0308'GULF LEVEL, CAP ON SCREWPILE, 2.36 FEET.
 AT0308
 AT0308                          STATION RECOVERY (1971)
 AT0308
 AT0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0308'3.4 MI NW FROM VIOLET.
 AT0308'ABOUT 2.85 MILES NORTHWEST ALONG ST. BERNARD HIGHWAY (STATE HIGHWAYS
 AT0308'39 AND 46) FROM THE POST OFFICE AT VIOLET, THENCE 0.4 MILE NORTHEAST
 AT0308'ALONG ST. PAUL DRIVE, THENCE 0.15 MILE NORTHEAST ALONG LAWRENCE DRIVE,
 AT0308'IN THE WEST EDGE OF A WOODED AREA WHICH IS THE PROPERTY OF MR. E
 AT0308'DUBOUCHEL, 151 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE, 79.0
 AT0308'FEET SOUTHEAST OF THE EAST CORNER OF BRICK HOUSE NUMBER 2533, 39 FEET
 AT0308'SOUTH OF A POLE WHICH BEARS A TRANSFORMER, 34 FEET SOUTHEAST OF A
 AT0308'FENCE, AND IS A 10-INCH IRON PLATE ON THE TOP OF A 4-INCH IRON PIPE
 AT0308'THAT PROJECTS 1 FOOT. SEC 3, T13S, R 13E.  NOTE-- THE FOLLOWING
 AT0308'LETTERS AND NUMBERS ARE CAST ON THE IRON PLATE. U S COAST SURVEY GP
 AT0308'1872. THE ROD WAS HELD ON THE PLATE BETWEEN THE LETTERS G AND P.
 AT0308
 AT0308                          STATION RECOVERY (1984)
 AT0308
 AT0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0308'NO ONE HOME AT RESIDENCE, FENCE AROUND HOME AND DOGS IN BACK YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4099 ***********************************************************************
 BJ4099  DESIGNATION -  218 73
 BJ4099  PID         -  BJ4099
 BJ4099  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4099  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ4099
 BJ4099                         *CURRENT SURVEY CONTROL
 BJ4099  ___________________________________________________________________
 BJ4099* NAD 83(1986)-  30 22 33.     (N)    090 58 08.     (W)     SCALED    
 BJ4099* NAVD 88     -         5.668  (meters)      18.60   (feet)  ADJUSTED  
 BJ4099  ___________________________________________________________________
 BJ4099  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ4099  DYNAMIC HT  -           5.660 (meters)      18.57  (feet)  COMP
 BJ4099  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 BJ4099
 BJ4099  VERT ORDER  -  SECOND    CLASS II
 BJ4099
 BJ4099.The horizontal coordinates were scaled from a topographic map and have
 BJ4099.an estimated accuracy of +/- 6 seconds.
 BJ4099
 BJ4099.The orthometric height was determined by differential leveling
 BJ4099.and adjusted by the National Geodetic Survey in February 1994..
 BJ4099
 BJ4099.The geoid height was determined by GEOID03.
 BJ4099
 BJ4099.The dynamic height is computed by dividing the NAVD 88
 BJ4099.geopotential number by the normal gravity value computed on the
 BJ4099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4099.degrees latitude (g = 980.6199 gals.).
 BJ4099
 BJ4099.The modeled gravity was interpolated from observed gravity values.
 BJ4099
 BJ4099;                    North         East    Units  Estimated Accuracy
 BJ4099;SPC LA S     -   207,980.    1,035,030.      MT  (+/- 180 meters Scaled)
 BJ4099
 BJ4099                          SUPERSEDED SURVEY CONTROL
 BJ4099
 BJ4099.No superseded survey control is available for this station.
 BJ4099
 BJ4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP951621(NAD 83)
 BJ4099_MARKER: DB = BENCH MARK DISK
 BJ4099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4099_SP_SET: CONCRETE POST
 BJ4099_STAMPING: 218-73 1973
 BJ4099_MARK LOGO: LA-033
 BJ4099_PROJECTION: FLUSH
 BJ4099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4099+STABILITY: SURFACE MOTION
 BJ4099
 BJ4099  HISTORY     - Date     Condition        Report By
 BJ4099  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4099  HISTORY     - 1987     GOOD             LA-033
 BJ4099
 BJ4099                          STATION DESCRIPTION
 BJ4099
 BJ4099'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4099'IN BATON ROUGE.
 BJ4099'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ4099'TIGER BEND ROAD AND PHILLIPS ROAD, 22.9 METERS (75 FT) NORTHEAST OF
 BJ4099'THE CENTERLINE OF TIGER BEND ROAD, 19.2 METERS (63 FT) SOUTHEAST OF A
 BJ4099'PARISH RIGHT-OF-WAY MARKER NEAR FENCE, 11.9 METERS (39 FT) NORTH OF
 BJ4099'THE CENTERLINE OF PHILLIPS ROAD, 11.6 METERS (38 FT) NORTHWEST OF A
 BJ4099'CORNER FENCE POST, AND 0.91 METERS (3 FT) SOUTHWEST OF A FENCE.
 BJ4099'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 BJ4099'THE MARK IS 0.31 M BELOW TIGER BEND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4100 ***********************************************************************
 BJ4100  DESIGNATION -  219 73
 BJ4100  PID         -  BJ4100
 BJ4100  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4100  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4100
 BJ4100                         *CURRENT SURVEY CONTROL
 BJ4100  ___________________________________________________________________
 BJ4100* NAD 83(1986)-  30 21 52.     (N)    090 57 58.     (W)     SCALED    
 BJ4100* NAVD 88     -         6.690  (meters)      21.95   (feet)  ADJUSTED  
 BJ4100  ___________________________________________________________________
 BJ4100  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ4100  DYNAMIC HT  -           6.681 (meters)      21.92  (feet)  COMP
 BJ4100  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BJ4100
 BJ4100  VERT ORDER  -  SECOND    CLASS II
 BJ4100
 BJ4100.The horizontal coordinates were scaled from a topographic map and have
 BJ4100.an estimated accuracy of +/- 6 seconds.
 BJ4100
 BJ4100.The orthometric height was determined by differential leveling
 BJ4100.and adjusted by the National Geodetic Survey in February 1994..
 BJ4100
 BJ4100.The geoid height was determined by GEOID03.
 BJ4100
 BJ4100.The dynamic height is computed by dividing the NAVD 88
 BJ4100.geopotential number by the normal gravity value computed on the
 BJ4100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4100.degrees latitude (g = 980.6199 gals.).
 BJ4100
 BJ4100.The modeled gravity was interpolated from observed gravity values.
 BJ4100
 BJ4100;                    North         East    Units  Estimated Accuracy
 BJ4100;SPC LA S     -   206,720.    1,035,300.      MT  (+/- 180 meters Scaled)
 BJ4100
 BJ4100                          SUPERSEDED SURVEY CONTROL
 BJ4100
 BJ4100.No superseded survey control is available for this station.
 BJ4100
 BJ4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP954609(NAD 83)
 BJ4100_MARKER: DB = BENCH MARK DISK
 BJ4100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4100_SP_SET: CONCRETE POST
 BJ4100_STAMPING: 219-73 1973
 BJ4100_MARK LOGO: LA-033
 BJ4100_PROJECTION: PROJECTING 8 CENTIMETERS
 BJ4100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4100+STABILITY: SURFACE MOTION
 BJ4100
 BJ4100  HISTORY     - Date     Condition        Report By
 BJ4100  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4100  HISTORY     - 1987     GOOD             LA-033
 BJ4100
 BJ4100                          STATION DESCRIPTION
 BJ4100
 BJ4100'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4100'IN BATON ROUGE.
 BJ4100'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ4100'TIGER BEND ROAD AND WOMACH ROAD, 19.8 METERS (65 FT) WEST OF THE
 BJ4100'CENTERLINE OF TIGER BEND ROAD, 14.0 METERS (46 FT) SOUTH OF THE
 BJ4100'CENTERLINE OF WOMACH ROAD, 9.5 METERS (31 FT) WEST-NORTHWEST OF A
 BJ4100'PARISH RIGHT-OF-WAY MARKER, AND 7.8 METERS (25.5 FT) SOUTH AND
 BJ4100'DIRECTLY IN LINE WITH THE SOUTH END OF A CEMENT CULVERT UNDER WOMACH
 BJ4100'ROAD.
 BJ4100'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ4100'THE MARK IS 0.61 M BELOW WOMACH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3898 ***********************************************************************
 BJ3898  DESIGNATION -  22 59
 BJ3898  PID         -  BJ3898
 BJ3898  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3898  USGS QUAD   -  ST GABRIEL (1995)
 BJ3898
 BJ3898                         *CURRENT SURVEY CONTROL
 BJ3898  ___________________________________________________________________
 BJ3898* NAD 83(1986)-  30 21 25.     (N)    091 07 26.     (W)     SCALED    
 BJ3898* NAVD 88     -         4.646  (meters)      15.24   (feet)  ADJUSTED  
 BJ3898  ___________________________________________________________________
 BJ3898  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3898  DYNAMIC HT  -           4.640 (meters)      15.22  (feet)  COMP
 BJ3898  MODELED GRAV-     979,329.1   (mgal)                       NAVD 88
 BJ3898
 BJ3898  VERT ORDER  -  SECOND    CLASS II
 BJ3898
 BJ3898.The horizontal coordinates were scaled from a topographic map and have
 BJ3898.an estimated accuracy of +/- 6 seconds.
 BJ3898
 BJ3898.The orthometric height was determined by differential leveling
 BJ3898.and adjusted by the National Geodetic Survey in February 1994..
 BJ3898
 BJ3898.The geoid height was determined by GEOID03.
 BJ3898
 BJ3898.The dynamic height is computed by dividing the NAVD 88
 BJ3898.geopotential number by the normal gravity value computed on the
 BJ3898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3898.degrees latitude (g = 980.6199 gals.).
 BJ3898
 BJ3898.The modeled gravity was interpolated from observed gravity values.
 BJ3898
 BJ3898;                    North         East    Units  Estimated Accuracy
 BJ3898;SPC LA S     -   205,850.    1,020,140.      MT  (+/- 180 meters Scaled)
 BJ3898
 BJ3898                          SUPERSEDED SURVEY CONTROL
 BJ3898
 BJ3898.No superseded survey control is available for this station.
 BJ3898
 BJ3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP803598(NAD 83)
 BJ3898_MARKER: DB = BENCH MARK DISK
 BJ3898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3898_SP_SET: CONCRETE POST
 BJ3898_STAMPING: 22-59 1959
 BJ3898_MARK LOGO: LA-033
 BJ3898_PROJECTION: RECESSED 8 CENTIMETERS
 BJ3898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3898+STABILITY: SURFACE MOTION
 BJ3898
 BJ3898  HISTORY     - Date     Condition        Report By
 BJ3898  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3898  HISTORY     - 1987     GOOD             LA-033
 BJ3898
 BJ3898                          STATION DESCRIPTION
 BJ3898
 BJ3898'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3898'IN BATON ROUGE.
 BJ3898'ABOUT 0.6 KM (0.4 MI) SOUTHWEST ON GARDERE LANE FROM THE INTERSECTION
 BJ3898'OF GARDERE LANE AND HIGHLAND ROAD TO THE MARK SET ON THE WEST SIDE OF
 BJ3898'THE ROAD AT A SMALL FENCE IN NATURAL GAS SUB-STATION, 0.91 METERS (3
 BJ3898'FEET) EAST OF THE NORTHEAST CORNER OF A HURRICANE FENCE, AND 0.61
 BJ3898'METERS (2 FEET) SOUTHEAST FROM THE CORNER OF A WOOD FENCE.
 BJ3898'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 BJ3898'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4105 ***********************************************************************
 BJ4105  DESIGNATION -  22 87
 BJ4105  PID         -  BJ4105
 BJ4105  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4105  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4105
 BJ4105                         *CURRENT SURVEY CONTROL
 BJ4105  ___________________________________________________________________
 BJ4105* NAD 83(1986)-  30 27 27.     (N)    091 03 42.     (W)     SCALED    
 BJ4105* NAVD 88     -        14.262  (meters)      46.79   (feet)  ADJUSTED  
 BJ4105  ___________________________________________________________________
 BJ4105  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4105  DYNAMIC HT  -          14.243 (meters)      46.73  (feet)  COMP
 BJ4105  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BJ4105
 BJ4105  VERT ORDER  -  SECOND    CLASS II
 BJ4105
 BJ4105.The horizontal coordinates were scaled from a topographic map and have
 BJ4105.an estimated accuracy of +/- 6 seconds.
 BJ4105
 BJ4105.The orthometric height was determined by differential leveling
 BJ4105.and adjusted by the National Geodetic Survey in February 1994..
 BJ4105
 BJ4105.The geoid height was determined by GEOID03.
 BJ4105
 BJ4105.The dynamic height is computed by dividing the NAVD 88
 BJ4105.geopotential number by the normal gravity value computed on the
 BJ4105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4105.degrees latitude (g = 980.6199 gals.).
 BJ4105
 BJ4105.The modeled gravity was interpolated from observed gravity values.
 BJ4105
 BJ4105;                    North         East    Units  Estimated Accuracy
 BJ4105;SPC LA S     -   217,010.    1,026,090.      MT  (+/- 180 meters Scaled)
 BJ4105
 BJ4105                          SUPERSEDED SURVEY CONTROL
 BJ4105
 BJ4105.No superseded survey control is available for this station.
 BJ4105
 BJ4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP861710(NAD 83)
 BJ4105_MARKER: DB = BENCH MARK DISK
 BJ4105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4105_SP_SET: CONCRETE POST
 BJ4105_STAMPING: 22-87 1987
 BJ4105_MARK LOGO: LA-033
 BJ4105_PROJECTION: FLUSH
 BJ4105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4105+STABILITY: SURFACE MOTION
 BJ4105
 BJ4105  HISTORY     - Date     Condition        Report By
 BJ4105  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4105
 BJ4105                          STATION DESCRIPTION
 BJ4105
 BJ4105'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4105'IN BATON ROUGE.
 BJ4105'ABOUT 3.5 KM (2.15 MI) EAST ON FLORIDA BOULEVARD FROM THE JUNCTION OF
 BJ4105'AIRLINE HIGHWAY AND FLORIDA BOULEVARD TO THE BENCH MARK SOUTH OF THE
 BJ4105'SOUTH SERVICE ROAD AT FIAR TUCK ROAD, 12.5 METERS (41 FEET) EAST OF
 BJ4105'THE CENTERLINE OF FIAR TUCK ROAD, 8.2 METERS (27 FEET)
 BJ4105'NORTH-NORTHEAST OF A 30-INCH PIPE SUPPORTING A LARGE SIGN, 7.9 METERS
 BJ4105'(26 FEET) WEST OF THE NORTHWEST CORNER OF A BRICK BUILDING, AND 5.0
 BJ4105'METERS (16.5 FEET) EAST-NORTHEAST OF A FIRE HYDRANT.
 BJ4105'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4105'THE MARK IS ABOVE LEVEL WITH SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0105 ***********************************************************************
 BJ0105  DESIGNATION -  22 ABLDAPA
 BJ0105  PID         -  BJ0105
 BJ0105  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0105  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0105
 BJ0105                         *CURRENT SURVEY CONTROL
 BJ0105  ___________________________________________________________________
 BJ0105* NAD 83(1986)-  30 30 10.     (N)    091 14 51.     (W)     SCALED    
 BJ0105* NAVD 88     -         8.311  (meters)      27.27   (feet)  ADJUSTED  
 BJ0105  ___________________________________________________________________
 BJ0105  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0105  DYNAMIC HT  -           8.300 (meters)      27.23  (feet)  COMP
 BJ0105  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ0105
 BJ0105  VERT ORDER  -  FIRST     CLASS I
 BJ0105
 BJ0105.The horizontal coordinates were scaled from a topographic map and have
 BJ0105.an estimated accuracy of +/- 6 seconds.
 BJ0105
 BJ0105.The orthometric height was determined by differential leveling
 BJ0105.and adjusted by the National Geodetic Survey in February 1994..
 BJ0105
 BJ0105.The geoid height was determined by GEOID03.
 BJ0105
 BJ0105.The dynamic height is computed by dividing the NAVD 88
 BJ0105.geopotential number by the normal gravity value computed on the
 BJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0105.degrees latitude (g = 980.6199 gals.).
 BJ0105
 BJ0105.The modeled gravity was interpolated from observed gravity values.
 BJ0105
 BJ0105;                    North         East    Units  Estimated Accuracy
 BJ0105;SPC LA S     -   222,000.    1,008,240.      MT  (+/- 180 meters Scaled)
 BJ0105
 BJ0105                          SUPERSEDED SURVEY CONTROL
 BJ0105
 BJ0105  NAVD 88 (06/15/91)    8.334  (m)           27.34   (f) UNKNOWN     1 1
 BJ0105  NGVD 29 (??/??/??)    8.298  (m)           27.22   (f) ADJUSTED    1 1
 BJ0105
 BJ0105.Superseded values are not recommended for survey control.
 BJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0105.See file dsdata.txt to determine how the superseded data were derived.
 BJ0105
 BJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP681758(NAD 83)
 BJ0105_MARKER: P = PIPE CAP
 BJ0105_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0105_SP_SET: 86.34 FT 1-INCH IRON PIPE
 BJ0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0105
 BJ0105  HISTORY     - Date     Condition        Report By
 BJ0105  HISTORY     - 1975     MONUMENTED       USE
 BJ0105  HISTORY     - 1976     GOOD             NGS
 BJ0105
 BJ0105                          STATION DESCRIPTION
 BJ0105
 BJ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0105'6.05 MI NW FROM PORT ALLEN.
 BJ0105'6.05 MILES NORTHWEST ALONG STATE HIGHWAY 986 FROM ITS JUNCTION
 BJ0105'WITH THIRD STREET IN PORT ALLEN, 0.4 MILE WEST OF THE JUNCTION
 BJ0105'OF S. HWY 415, 0.05 MILE SOUTHWEST OF THE JUNCTION OF A GRAVELLED
 BJ0105'ROAD LEADING SOUTH, 43 FT NORTHWEST OF THE CENTER LINE OF THE
 BJ0105'HIGHWAY, 96.5 FT NORTHEAST OF THE EAST CORNER OF A WOODEN STOCK
 BJ0105'PEN, 35.5 FT EAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING
 BJ0105'SOUTH, 10.0 FT NORTHWEST OF A FENCE, A 1-INCH PIPE DRIVEN TO A DEPTH
 BJ0105'OF 86.3 FT ENCASED IN A 2-INCH PIPE BORED TO A DEPTH OF 69.7 FT,
 BJ0105'ACCESS IS HAD THROUGH A 3-INCH PIPE AND CAP FLUSH WITH THE GROUND.
 BJ0105'PROTECTED BY 3 1-INCH PIPES DRIVEN 120 DEGREE APART AT 1.5 FT RADIUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1817 ***********************************************************************
 BJ1817  DESIGNATION -  22 BOLT
 BJ1817  PID         -  BJ1817
 BJ1817  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1817  USGS QUAD   -  NEW ROADS (1994)
 BJ1817
 BJ1817                         *CURRENT SURVEY CONTROL
 BJ1817  ___________________________________________________________________
 BJ1817* NAD 83(1986)-  30 44 57.     (N)    091 23 52.     (W)     SCALED    
 BJ1817* NAVD 88     -        10.29   (+/-2cm)      33.8    (feet)  VERTCON   
 BJ1817  ___________________________________________________________________
 BJ1817  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1817
 BJ1817  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1817
 BJ1817.The horizontal coordinates were scaled from a topographic map and have
 BJ1817.an estimated accuracy of +/- 6 seconds.
 BJ1817
 BJ1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1817.The vertical order pertains to the NGVD 29 superseded value.
 BJ1817
 BJ1817.The geoid height was determined by GEOID03.
 BJ1817
 BJ1817;                    North         East    Units  Estimated Accuracy
 BJ1817;SPC LA S     -   249,320.      993,830.      MT  (+/- 180 meters Scaled)
 BJ1817
 BJ1817                          SUPERSEDED SURVEY CONTROL
 BJ1817
 BJ1817  NGVD 29 (??/??/??)   10.276  (m)           33.71   (f) ADJUSTED    1 2
 BJ1817
 BJ1817.Superseded values are not recommended for survey control.
 BJ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1817.See file dsdata.txt to determine how the superseded data were derived.
 BJ1817
 BJ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ533029(NAD 83)
 BJ1817_MARKER: B = BOLT
 BJ1817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1817_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1817_STAMPING: PBM 22 1929
 BJ1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1817
 BJ1817  HISTORY     - Date     Condition        Report By
 BJ1817  HISTORY     - 1929     MONUMENTED       DOD
 BJ1817  HISTORY     - 1964     GOOD             CGS
 BJ1817
 BJ1817                          STATION DESCRIPTION
 BJ1817
 BJ1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1817'5.0 MI NE FROM NEW ROADS.
 BJ1817'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1817'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ1817'STATE HIGHWAY 10, THENCE 0.1 MILE EAST ALONG STATE ROAD 981, ABOUT 100
 BJ1817'YARDS SOUTH OF THE CENTER LINE OF THE STATE ROAD, ABOUT 0.1 MILE
 BJ1817'SOUTHWEST OF BENCH MARK C 207 1964, 16 FEET SOUTH OF THE SOUTH BANK OF
 BJ1817'A DRY CREEK, A COPPER BOLT SET IN CONCRETE ABOUT 2 1/2 FEET BELOW THE
 BJ1817'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH
 BJ1817'PROJECTS 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1818 ***********************************************************************
 BJ1818  DESIGNATION -  22 CAP
 BJ1818  PID         -  BJ1818
 BJ1818  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1818  USGS QUAD   -  NEW ROADS (1994)
 BJ1818
 BJ1818                         *CURRENT SURVEY CONTROL
 BJ1818  ___________________________________________________________________
 BJ1818* NAD 83(1986)-  30 44 57.     (N)    091 23 52.     (W)     SCALED    
 BJ1818* NAVD 88     -        11.52   (+/-2cm)      37.8    (feet)  VERTCON   
 BJ1818  ___________________________________________________________________
 BJ1818  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1818
 BJ1818  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1818
 BJ1818.The horizontal coordinates were scaled from a topographic map and have
 BJ1818.an estimated accuracy of +/- 6 seconds.
 BJ1818
 BJ1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1818.The vertical order pertains to the NGVD 29 superseded value.
 BJ1818
 BJ1818.The geoid height was determined by GEOID03.
 BJ1818
 BJ1818;                    North         East    Units  Estimated Accuracy
 BJ1818;SPC LA S     -   249,320.      993,830.      MT  (+/- 180 meters Scaled)
 BJ1818
 BJ1818                          SUPERSEDED SURVEY CONTROL
 BJ1818
 BJ1818  NGVD 29 (??/??/??)   11.504  (m)           37.74   (f) ADJUSTED    1 2
 BJ1818
 BJ1818.Superseded values are not recommended for survey control.
 BJ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1818.See file dsdata.txt to determine how the superseded data were derived.
 BJ1818
 BJ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ533029(NAD 83)
 BJ1818_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1818_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1818_STAMPING: PBM 22 1929
 BJ1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1818
 BJ1818  HISTORY     - Date     Condition        Report By
 BJ1818  HISTORY     - 1929     MONUMENTED       DOD
 BJ1818  HISTORY     - 1964     GOOD             CGS
 BJ1818  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1818
 BJ1818                          STATION DESCRIPTION
 BJ1818
 BJ1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1818'5.0 MI NE FROM NEW ROADS.
 BJ1818'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1818'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ1818'STATE HIGHWAY 10, THENCE 0.1 MILE EAST ALONG STATE ROAD 981, ABOUT 100
 BJ1818'YARDS SOUTH OF THE CENTER LINE OF THE STATE ROAD, ABOUT 0.1 MILE
 BJ1818'SOUTHWEST OF BENCH MARK C 207 1964, 16 FEET SOUTH OF THE SOUTH BANK OF
 BJ1818'A DRY CREEK, AN IRON PIPE WHICH PROJECTS 1 1/2 FEET.
 BJ1818
 BJ1818                          STATION RECOVERY (1976)
 BJ1818
 BJ1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1818'NOT RECOVERED BELIEVED DESTROYED IRON PIPE FOUND LYING ON GROUND
 BJ1818'AT APPROXIMATE LOCATION BOLT AND CONCRETE COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1084 ***********************************************************************
 BX1084  DESIGNATION -  22 V 1 LADH
 BX1084  PID         -  BX1084
 BX1084  STATE/COUNTY-  LA/GRANT
 BX1084  USGS QUAD   -  BOYCE (1992)
 BX1084
 BX1084                         *CURRENT SURVEY CONTROL
 BX1084  ___________________________________________________________________
 BX1084* NAD 83(1986)-  31 24 25.     (N)    092 39 48.     (W)     SCALED    
 BX1084* NAVD 88     -        27.320  (meters)      89.63   (feet)  ADJUSTED  
 BX1084  ___________________________________________________________________
 BX1084  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BX1084  DYNAMIC HT  -          27.287 (meters)      89.52  (feet)  COMP
 BX1084  MODELED GRAV-     979,436.3   (mgal)                       NAVD 88
 BX1084
 BX1084  VERT ORDER  -  FIRST     CLASS I
 BX1084
 BX1084.The horizontal coordinates were scaled from a topographic map and have
 BX1084.an estimated accuracy of +/- 6 seconds.
 BX1084
 BX1084.The orthometric height was determined by differential leveling
 BX1084.and adjusted by the National Geodetic Survey in February 1994..
 BX1084
 BX1084.The geoid height was determined by GEOID03.
 BX1084
 BX1084.The dynamic height is computed by dividing the NAVD 88
 BX1084.geopotential number by the normal gravity value computed on the
 BX1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1084.degrees latitude (g = 980.6199 gals.).
 BX1084
 BX1084.The modeled gravity was interpolated from observed gravity values.
 BX1084
 BX1084;                    North         East    Units  Estimated Accuracy
 BX1084;SPC LA N     -   100,570.      984,470.      MT  (+/- 180 meters Scaled)
 BX1084
 BX1084                          SUPERSEDED SURVEY CONTROL
 BX1084
 BX1084  NAVD 88 (06/15/91)   27.319  (m)           89.63   (f) UNKNOWN     1 1
 BX1084  NGVD 29 (??/??/??)   27.320  (m)           89.63   (f) ADJUSTED    1 1
 BX1084
 BX1084.Superseded values are not recommended for survey control.
 BX1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1084.See file dsdata.txt to determine how the superseded data were derived.
 BX1084
 BX1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ320747(NAD 83)
 BX1084_MARKER: DD = SURVEY DISK
 BX1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1084_STAMPING: 22V1 1969
 BX1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1084+STABILITY: SURFACE MOTION
 BX1084
 BX1084  HISTORY     - Date     Condition        Report By
 BX1084  HISTORY     - 1969     MONUMENTED       LADH
 BX1084  HISTORY     - 1969     GOOD             CGS
 BX1084  HISTORY     - 1977     GOOD             NGS
 BX1084  HISTORY     - 1978     GOOD             LADTD
 BX1084
 BX1084                          STATION DESCRIPTION
 BX1084
 BX1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1084'1.45 MI N FROM BOYCE.
 BX1084'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1084'BOYCE, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTH
 BX1084'OF THE CENTER LINE OF A DIRT ROAD WHICH LEADS EAST TO THE LOUISIANA
 BX1084'STATE HOSPITAL FARM AND DAIRY, 14 FEET NORTH OF A CORNER FENCE POST, 1
 BX1084'FOOT WEST OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 BX1084'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1084'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1084
 BX1084                          STATION RECOVERY (1977)
 BX1084
 BX1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1084'RECOVERED IN GOOD CONDITION.
 BX1084
 BX1084                          STATION RECOVERY (1978)
 BX1084
 BX1084'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BX1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1070 ***********************************************************************
 BX1070  DESIGNATION -  22 V 3 LADH
 BX1070  PID         -  BX1070
 BX1070  STATE/COUNTY-  LA/GRANT
 BX1070  USGS QUAD   -  BOYCE (1992)
 BX1070
 BX1070                         *CURRENT SURVEY CONTROL
 BX1070  ___________________________________________________________________
 BX1070* NAD 83(1986)-  31 26 01.     (N)    092 40 37.     (W)     SCALED    
 BX1070* NAVD 88     -        27.652  (meters)      90.72   (feet)  ADJUSTED  
 BX1070  ___________________________________________________________________
 BX1070  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1070  DYNAMIC HT  -          27.619 (meters)      90.61  (feet)  COMP
 BX1070  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 BX1070
 BX1070  VERT ORDER  -  FIRST     CLASS I
 BX1070
 BX1070.The horizontal coordinates were scaled from a topographic map and have
 BX1070.an estimated accuracy of +/- 6 seconds.
 BX1070
 BX1070.The orthometric height was determined by differential leveling
 BX1070.and adjusted by the National Geodetic Survey in February 1994..
 BX1070
 BX1070.The geoid height was determined by GEOID03.
 BX1070
 BX1070.The dynamic height is computed by dividing the NAVD 88
 BX1070.geopotential number by the normal gravity value computed on the
 BX1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1070.degrees latitude (g = 980.6199 gals.).
 BX1070
 BX1070.The modeled gravity was interpolated from observed gravity values.
 BX1070
 BX1070;                    North         East    Units  Estimated Accuracy
 BX1070;SPC LA N     -   103,530.      983,180.      MT  (+/- 180 meters Scaled)
 BX1070
 BX1070                          SUPERSEDED SURVEY CONTROL
 BX1070
 BX1070  NAVD 88 (06/15/91)   27.651  (m)           90.72   (f) UNKNOWN     1 1
 BX1070  NGVD 29 (??/??/??)   27.653  (m)           90.72   (f) ADJUSTED    1 1
 BX1070
 BX1070.Superseded values are not recommended for survey control.
 BX1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1070.See file dsdata.txt to determine how the superseded data were derived.
 BX1070
 BX1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ307777(NAD 83)
 BX1070_MARKER: DD = SURVEY DISK
 BX1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1070_STAMPING: 22V3 1969
 BX1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1070+STABILITY: SURFACE MOTION
 BX1070
 BX1070  HISTORY     - Date     Condition        Report By
 BX1070  HISTORY     - 1969     MONUMENTED       LADH
 BX1070  HISTORY     - 1969     GOOD             CGS
 BX1070  HISTORY     - 1977     GOOD             NGS
 BX1070
 BX1070                          STATION DESCRIPTION
 BX1070
 BX1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1070'3.45 MI N FROM BOYCE.
 BX1070'ABOUT 3.45 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1070'BOYCE, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH
 BX1070'OF THE CENTER OF A METAL GATE AT THE ENTRANCE TO A FIELD, 32 FEET
 BX1070'NORTH OF A CORNER FENCE POST, 37 FEET SOUTH OF A POWER POLE, 1 FOOT
 BX1070'WEST OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 BX1070'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1070'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1070
 BX1070                          STATION RECOVERY (1977)
 BX1070
 BX1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1064 ***********************************************************************
 BX1064  DESIGNATION -  22 V 4 LADH
 BX1064  PID         -  BX1064
 BX1064  STATE/COUNTY-  LA/GRANT
 BX1064  USGS QUAD   -  BOYCE (1992)
 BX1064
 BX1064                         *CURRENT SURVEY CONTROL
 BX1064  ___________________________________________________________________
 BX1064* NAD 83(1986)-  31 27 44.     (N)    092 40 50.     (W)     SCALED    
 BX1064* NAVD 88     -        27.918  (meters)      91.59   (feet)  ADJUSTED  
 BX1064  ___________________________________________________________________
 BX1064  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1064  DYNAMIC HT  -          27.884 (meters)      91.48  (feet)  COMP
 BX1064  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BX1064
 BX1064  VERT ORDER  -  FIRST     CLASS I
 BX1064
 BX1064.The horizontal coordinates were scaled from a topographic map and have
 BX1064.an estimated accuracy of +/- 6 seconds.
 BX1064
 BX1064.The orthometric height was determined by differential leveling
 BX1064.and adjusted by the National Geodetic Survey in February 1994..
 BX1064
 BX1064.The geoid height was determined by GEOID03.
 BX1064
 BX1064.The dynamic height is computed by dividing the NAVD 88
 BX1064.geopotential number by the normal gravity value computed on the
 BX1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1064.degrees latitude (g = 980.6199 gals.).
 BX1064
 BX1064.The modeled gravity was interpolated from observed gravity values.
 BX1064
 BX1064;                    North         East    Units  Estimated Accuracy
 BX1064;SPC LA N     -   106,700.      982,840.      MT  (+/- 180 meters Scaled)
 BX1064
 BX1064                          SUPERSEDED SURVEY CONTROL
 BX1064
 BX1064  NAVD 88 (06/15/91)   27.917  (m)           91.59   (f) UNKNOWN     1 1
 BX1064  NGVD 29 (??/??/??)   27.921  (m)           91.60   (f) ADJUSTED    1 1
 BX1064
 BX1064.Superseded values are not recommended for survey control.
 BX1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1064.See file dsdata.txt to determine how the superseded data were derived.
 BX1064
 BX1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ303808(NAD 83)
 BX1064_MARKER: DD = SURVEY DISK
 BX1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1064_STAMPING: 22V4 1969
 BX1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1064+STABILITY: SURFACE MOTION
 BX1064
 BX1064  HISTORY     - Date     Condition        Report By
 BX1064  HISTORY     - 1969     MONUMENTED       LADH
 BX1064  HISTORY     - 1969     GOOD             CGS
 BX1064  HISTORY     - 1977     GOOD             NGS
 BX1064  HISTORY     - 1988     GOOD             USPSQD
 BX1064
 BX1064                          STATION DESCRIPTION
 BX1064
 BX1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1064'4.95 MI S FROM COLFAX.
 BX1064'ABOUT 4.95 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1064'COURTHOUSE AT COLFAX, 49 1/2 FEET EAST OF THE CENTER LINE OF THE
 BX1064'HIGHWAY, 49 FEET WEST OF THE WEST RAIL OF THE KANSAS CITY SOUTHERN
 BX1064'RAILWAY, 131 FEET NORTHWEST OF MILEPOST 662, 102 FEET NORTH OF A POWER
 BX1064'POLE, 66 FEET SOUTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1.5
 BX1064'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BX1064'HIGHWAY, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 BX1064'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF
 BX1064'THE GROUND.
 BX1064
 BX1064                          STATION RECOVERY (1977)
 BX1064
 BX1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1064'RECOVERED IN GOOD CONDITION.
 BX1064
 BX1064                          STATION RECOVERY (1988)
 BX1064
 BX1064'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1057 ***********************************************************************
 BX1057  DESIGNATION -  22 V 6 LADH
 BX1057  PID         -  BX1057
 BX1057  STATE/COUNTY-  LA/GRANT
 BX1057  USGS QUAD   -  BOYCE (1992)
 BX1057
 BX1057                         *CURRENT SURVEY CONTROL
 BX1057  ___________________________________________________________________
 BX1057* NAD 83(1986)-  31 29 18.     (N)    092 40 57.     (W)     SCALED    
 BX1057* NAVD 88     -        29.42   (+/-2cm)      96.5    (feet)  VERTCON   
 BX1057  ___________________________________________________________________
 BX1057  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1057
 BX1057  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1057
 BX1057.The horizontal coordinates were scaled from a topographic map and have
 BX1057.an estimated accuracy of +/- 6 seconds.
 BX1057
 BX1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1057.The vertical order pertains to the NGVD 29 superseded value.
 BX1057
 BX1057.The geoid height was determined by GEOID03.
 BX1057
 BX1057;                    North         East    Units  Estimated Accuracy
 BX1057;SPC LA N     -   109,600.      982,660.      MT  (+/- 180 meters Scaled)
 BX1057
 BX1057                          SUPERSEDED SURVEY CONTROL
 BX1057
 BX1057  NGVD 29 (??/??/??)   29.422  (m)           96.53   (f) ADJUSTED    1 1
 BX1057
 BX1057.Superseded values are not recommended for survey control.
 BX1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1057.See file dsdata.txt to determine how the superseded data were derived.
 BX1057
 BX1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ301837(NAD 83)
 BX1057_MARKER: DD = SURVEY DISK
 BX1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1057_STAMPING: 22V6 1969
 BX1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1057+STABILITY: SURFACE MOTION
 BX1057
 BX1057  HISTORY     - Date     Condition        Report By
 BX1057  HISTORY     - 1969     MONUMENTED       LADH
 BX1057  HISTORY     - 1969     GOOD             CGS
 BX1057  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1057  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1057  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BX1057
 BX1057                          STATION DESCRIPTION
 BX1057
 BX1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1057'3.2 MI SE FROM COLFAX.
 BX1057'ABOUT 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1057'COURTHOUSE AT COLFAX, 75 1/2 FEET EAST OF THE CENTER LINE OF THE
 BX1057'HIGHWAY, 21 1/2 FEET WEST OF THE WEST RAIL OF THE KANSAS CITY SOUTHERN
 BX1057'RAILWAY, 79 FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD WHICH
 BX1057'LEADS EAST, 59 FEET NORTHEAST OF THE EAST END OF A 4- X 3-FOOT
 BX1057'CONCRETE BOX CULVERT, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 BX1057'FOOT ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF
 BX1057'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 BX1057'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1057
 BX1057                          STATION RECOVERY (1977)
 BX1057
 BX1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1057'A THOROUGH SEARCH WAS MADE, BUT NOT RECOVERED.
 BX1057
 BX1057                          STATION RECOVERY (1981)
 BX1057
 BX1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1057'MARK NOT FOUND.
 BX1057
 BX1057                          STATION RECOVERY (1988)
 BX1057
 BX1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1055 ***********************************************************************
 BX1055  DESIGNATION -  22 V 7 LADH
 BX1055  PID         -  BX1055
 BX1055  STATE/COUNTY-  LA/GRANT
 BX1055  USGS QUAD   -  COLFAX (1985)
 BX1055
 BX1055                         *CURRENT SURVEY CONTROL
 BX1055  ___________________________________________________________________
 BX1055* NAD 83(1986)-  31 30 14.     (N)    092 41 09.     (W)     SCALED    
 BX1055* NAVD 88     -        27.688  (meters)      90.84   (feet)  ADJUSTED  
 BX1055  ___________________________________________________________________
 BX1055  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1055  DYNAMIC HT  -          27.655 (meters)      90.73  (feet)  COMP
 BX1055  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 BX1055
 BX1055  VERT ORDER  -  FIRST     CLASS I
 BX1055
 BX1055.The horizontal coordinates were scaled from a topographic map and have
 BX1055.an estimated accuracy of +/- 6 seconds.
 BX1055
 BX1055.The orthometric height was determined by differential leveling
 BX1055.and adjusted by the National Geodetic Survey in February 1994..
 BX1055
 BX1055.The geoid height was determined by GEOID03.
 BX1055
 BX1055.The dynamic height is computed by dividing the NAVD 88
 BX1055.geopotential number by the normal gravity value computed on the
 BX1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1055.degrees latitude (g = 980.6199 gals.).
 BX1055
 BX1055.The modeled gravity was interpolated from observed gravity values.
 BX1055
 BX1055;                    North         East    Units  Estimated Accuracy
 BX1055;SPC LA N     -   111,320.      982,350.      MT  (+/- 180 meters Scaled)
 BX1055
 BX1055                          SUPERSEDED SURVEY CONTROL
 BX1055
 BX1055  NAVD 88 (06/15/91)   27.688  (m)           90.84   (f) UNKNOWN     1 1
 BX1055  NGVD 29 (??/??/??)   27.694  (m)           90.86   (f) ADJUSTED    1 1
 BX1055
 BX1055.Superseded values are not recommended for survey control.
 BX1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1055.See file dsdata.txt to determine how the superseded data were derived.
 BX1055
 BX1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ298854(NAD 83)
 BX1055_MARKER: DB = BENCH MARK DISK
 BX1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1055_STAMPING: 22V7 1969
 BX1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1055+STABILITY: SURFACE MOTION
 BX1055
 BX1055  HISTORY     - Date     Condition        Report By
 BX1055  HISTORY     - 1969     MONUMENTED       LADH
 BX1055  HISTORY     - 1969     GOOD             CGS
 BX1055  HISTORY     - 1977     GOOD             NGS
 BX1055  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BX1055
 BX1055                          STATION DESCRIPTION
 BX1055
 BX1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1055'2.1 MI SE FROM COLFAX.
 BX1055'ABOUT 2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1055'COURTHOUSE AT COLFAX, 51 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX1055'HIGHWAY, 42 FEET NORTHWEST OF A 12-INCH METAL DRAIN PIPE, 3 FEET
 BX1055'SOUTHEAST OF A CORNER FENCE POST, 1.7 FEET NORTH OF A METAL WITNESS
 BX1055'POST, ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BX1055'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 BX1055'GROUND.
 BX1055
 BX1055                          STATION RECOVERY (1977)
 BX1055
 BX1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1055'RECOVERED IN GOOD CONDITION.
 BX1055
 BX1055                          STATION RECOVERY (1988)
 BX1055
 BX1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1054 ***********************************************************************
 BX1054  DESIGNATION -  22 V 8 LADH
 BX1054  PID         -  BX1054
 BX1054  STATE/COUNTY-  LA/GRANT
 BX1054  USGS QUAD   -  COLFAX (1985)
 BX1054
 BX1054                         *CURRENT SURVEY CONTROL
 BX1054  ___________________________________________________________________
 BX1054* NAD 83(1986)-  31 30 26.     (N)    092 42 10.     (W)     SCALED    
 BX1054* NAVD 88     -        29.31   (+/-2cm)      96.2    (feet)  VERTCON   
 BX1054  ___________________________________________________________________
 BX1054  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1054
 BX1054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1054
 BX1054.The horizontal coordinates were scaled from a topographic map and have
 BX1054.an estimated accuracy of +/- 6 seconds.
 BX1054
 BX1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1054.The vertical order pertains to the NGVD 29 superseded value.
 BX1054
 BX1054.The geoid height was determined by GEOID03.
 BX1054
 BX1054;                    North         East    Units  Estimated Accuracy
 BX1054;SPC LA N     -   111,690.      980,740.      MT  (+/- 180 meters Scaled)
 BX1054
 BX1054                          SUPERSEDED SURVEY CONTROL
 BX1054
 BX1054  NGVD 29 (??/??/??)   29.319  (m)           96.19   (f) ADJUSTED    2 0
 BX1054
 BX1054.Superseded values are not recommended for survey control.
 BX1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1054.See file dsdata.txt to determine how the superseded data were derived.
 BX1054
 BX1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ282858(NAD 83)
 BX1054_MARKER: DB = BENCH MARK DISK
 BX1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1054_STAMPING: 22V8 1969
 BX1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1054+STABILITY: SURFACE MOTION
 BX1054
 BX1054  HISTORY     - Date     Condition        Report By
 BX1054  HISTORY     - 1969     MONUMENTED       LADH
 BX1054
 BX1054                          STATION DESCRIPTION
 BX1054
 BX1054'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1054'1.10 MI SE FROM COLFAX.
 BX1054'ABOUT 1.10 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 8 FROM THE COLFAX
 BX1054'COURTHOUSE.  0.90 MILES NORTHWEST OF BENCH MARK 22V7.  8.95 MILES
 BX1054'NORTHWEST OF THE EAST END OF THE RED RIVER BRIDGE OF BOYCE. 9.35 MILES
 BX1054'NORTH WEST OF THE POST OFFICE AT BOYCE.  43 FEET SOUTHEAST OF
 BX1054'SOUTHEAST CORNER OF A FRAME RESIDENT ON NORTH SIDE OF LOUISIANA
 BX1054'HIGHWAY 8.80 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 8. DISK
 BX1054'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS
 BX1054'POST IS SET 1 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4047 ***********************************************************************
 BJ4047  DESIGNATION -  220 73
 BJ4047  PID         -  BJ4047
 BJ4047  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4047  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4047
 BJ4047                         *CURRENT SURVEY CONTROL
 BJ4047  ___________________________________________________________________
 BJ4047* NAD 83(1986)-  30 25 06.     (N)    091 03 01.     (W)     SCALED    
 BJ4047* NAVD 88     -        12.061  (meters)      39.57   (feet)  ADJUSTED  
 BJ4047  ___________________________________________________________________
 BJ4047  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4047  DYNAMIC HT  -          12.045 (meters)      39.52  (feet)  COMP
 BJ4047  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 BJ4047
 BJ4047  VERT ORDER  -  SECOND    CLASS II
 BJ4047
 BJ4047.The horizontal coordinates were scaled from a topographic map and have
 BJ4047.an estimated accuracy of +/- 6 seconds.
 BJ4047
 BJ4047.The orthometric height was determined by differential leveling
 BJ4047.and adjusted by the National Geodetic Survey in February 1994..
 BJ4047
 BJ4047.The geoid height was determined by GEOID03.
 BJ4047
 BJ4047.The dynamic height is computed by dividing the NAVD 88
 BJ4047.geopotential number by the normal gravity value computed on the
 BJ4047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4047.degrees latitude (g = 980.6199 gals.).
 BJ4047
 BJ4047.The modeled gravity was interpolated from observed gravity values.
 BJ4047
 BJ4047;                    North         East    Units  Estimated Accuracy
 BJ4047;SPC LA S     -   212,670.    1,027,190.      MT  (+/- 180 meters Scaled)
 BJ4047
 BJ4047                          SUPERSEDED SURVEY CONTROL
 BJ4047
 BJ4047.No superseded survey control is available for this station.
 BJ4047
 BJ4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP872667(NAD 83)
 BJ4047_MARKER: DB = BENCH MARK DISK
 BJ4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4047_SP_SET: CONCRETE POST
 BJ4047_STAMPING: 220-73 1973
 BJ4047_MARK LOGO: LA-033
 BJ4047_PROJECTION: FLUSH
 BJ4047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4047+STABILITY: SURFACE MOTION
 BJ4047
 BJ4047  HISTORY     - Date     Condition        Report By
 BJ4047  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4047  HISTORY     - 1987     GOOD             LA-033
 BJ4047
 BJ4047                          STATION DESCRIPTION
 BJ4047
 BJ4047'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4047'IN BATON ROUGE.
 BJ4047'THE MARK IS LOCATED SOUTH ON SHERWOOD FOREST FROM THE INTERSTATE
 BJ4047'HIGHWAY 12 OVERPASS TO WIENER CREEK BRIDGE ON SHERWOOD FOREST
 BJ4047'BOULEVARD AND MARK SET ON THE EAST SIDE OF THE NORTH BOUND LANE AND
 BJ4047'SOUTH OF WIENER CREEK, 6.8 METERS (22 FT) SOUTHEAST OF THE SOUTHEAST
 BJ4047'CORNER OF THE BRIDGE, 21.1 METERS (68 FT) WEST OF THE NORTHWEST
 BJ4047'CORNER OF A BRICK BUILDING, 15.5 METERS (50 FT) NORTH OF A CONCRETE
 BJ4047'DRIVE, 9.6 METERS (31 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 BJ4047'LANE, AND 1.2 METERS (4 FT) SOUTH OF A LIGHT POLE.
 BJ4047'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 BJ4047'THE MARK IS 0.31 M ABOVE SHERWOOD FOREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1195 ***********************************************************************
 CP1195  DESIGNATION -  2200 A BOLT
 CP1195  PID         -  CP1195
 CP1195  STATE/COUNTY-  LA/EAST CARROLL
 CP1195  USGS QUAD   -  SONDHEIMER (1994)
 CP1195
 CP1195                         *CURRENT SURVEY CONTROL
 CP1195  ___________________________________________________________________
 CP1195* NAD 83(1986)-  32 32 37.     (N)    091 07 56.     (W)     SCALED    
 CP1195* NAVD 88     -        25.97   (+/-2cm)      85.2    (feet)  VERTCON   
 CP1195  ___________________________________________________________________
 CP1195  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP1195
 CP1195  VERT ORDER  -  ? (See Below)
 CP1195
 CP1195.The horizontal coordinates were scaled from a topographic map and have
 CP1195.an estimated accuracy of +/- 6 seconds.
 CP1195
 CP1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1195.The vertical order pertains to the NGVD 29 superseded value.
 CP1195
 CP1195.The geoid height was determined by GEOID03.
 CP1195
 CP1195;                    North         East    Units  Estimated Accuracy
 CP1195;SPC LA N     -   227,400.    1,128,470.      MT  (+/- 180 meters Scaled)
 CP1195
 CP1195                          SUPERSEDED SURVEY CONTROL
 CP1195
 CP1195  NGVD 29 (??/??/92)   25.994  (m)           85.28   (f) ADJ UNCH    ?  
 CP1195
 CP1195.Superseded values are not recommended for survey control.
 CP1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1195.See file dsdata.txt to determine how the superseded data were derived.
 CP1195
 CP1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS753022(NAD 83)
 CP1195_MARKER: B = BOLT
 CP1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1195_SP_SET: STONE
 CP1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1195+STABILITY: SURFACE MOTION
 CP1195
 CP1195  HISTORY     - Date     Condition        Report By
 CP1195  HISTORY     - UNK      MONUMENTED       DOD
 CP1195  HISTORY     - 1934     GOOD             DOD
 CP1195
 CP1195                          STATION DESCRIPTION
 CP1195
 CP1195'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1195'3 MI E FROM SONDHEIMER.
 CP1195'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1195'MISS. RIVER, EAST CARROLL PARISH, LOUISIANA, APPROXIMATELY 3 MILES
 CP1195'EAST OF SONDHEIMER, LA.  WEST OF LEVEE STATION NO. 2200.  20 FEET WEST
 CP1195'OF CENTER LINE OF DIRT ROAD.  IN EDGE OF CULTIVATED FIELD.  1000 FEET
 CP1195'WEST OF RAMP AND OLD LEVEE.  650 FEET SOUTHEAST OF PLANTATION HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1194 ***********************************************************************
 CP1194  DESIGNATION -  2200 A CAP
 CP1194  PID         -  CP1194
 CP1194  STATE/COUNTY-  LA/EAST CARROLL
 CP1194  USGS QUAD   -  SONDHEIMER (1994)
 CP1194
 CP1194                         *CURRENT SURVEY CONTROL
 CP1194  ___________________________________________________________________
 CP1194* NAD 83(1986)-  32 32 37.     (N)    091 07 56.     (W)     SCALED    
 CP1194* NAVD 88     -        27.19   (+/-2cm)      89.2    (feet)  VERTCON   
 CP1194  ___________________________________________________________________
 CP1194  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP1194
 CP1194  VERT ORDER  -  ? (See Below)
 CP1194
 CP1194.The horizontal coordinates were scaled from a topographic map and have
 CP1194.an estimated accuracy of +/- 6 seconds.
 CP1194
 CP1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1194.The vertical order pertains to the NGVD 29 superseded value.
 CP1194
 CP1194.The geoid height was determined by GEOID03.
 CP1194
 CP1194;                    North         East    Units  Estimated Accuracy
 CP1194;SPC LA N     -   227,400.    1,128,470.      MT  (+/- 180 meters Scaled)
 CP1194
 CP1194                          SUPERSEDED SURVEY CONTROL
 CP1194
 CP1194  NGVD 29 (??/??/92)   27.219  (m)           89.30   (f) ADJ UNCH    ?  
 CP1194
 CP1194.Superseded values are not recommended for survey control.
 CP1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1194.See file dsdata.txt to determine how the superseded data were derived.
 CP1194
 CP1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS753022(NAD 83)
 CP1194_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1194_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1194
 CP1194  HISTORY     - Date     Condition        Report By
 CP1194  HISTORY     - UNK      MONUMENTED       DOD
 CP1194  HISTORY     - 1934     GOOD             DOD
 CP1194
 CP1194                          STATION DESCRIPTION
 CP1194
 CP1194'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1194'3 MI E FROM SONDHEIMER.
 CP1194'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1194'MISS. RIVER, EAST CARROLL PARISH, LOUISIANA, APPROXIMATELY 3 MILES
 CP1194'EAST OF SONDHEIMER, LA.  WEST OF LEVEE STATION NO. 2200.  20 FEET WEST
 CP1194'OF CENTER LINE OF DIRT ROAD.  IN EDGE OF CULTIVATED FIELD.  1000 FEET
 CP1194'WEST OF RAMP AND OLD LEVEE.  650 FEET SOUTHEAST OF PLANTATION HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3954 ***********************************************************************
 BJ3954  DESIGNATION -  222 AZ MK 2
 BJ3954  PID         -  BJ3954
 BJ3954  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3954  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3954
 BJ3954                         *CURRENT SURVEY CONTROL
 BJ3954  ___________________________________________________________________
 BJ3954* NAD 83(1986)-  30 25 34.     (N)    091 00 23.     (W)     SCALED    
 BJ3954* NAVD 88     -        12.241  (meters)      40.16   (feet)  ADJUSTED  
 BJ3954  ___________________________________________________________________
 BJ3954  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ3954  DYNAMIC HT  -          12.225 (meters)      40.11  (feet)  COMP
 BJ3954  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BJ3954
 BJ3954  VERT ORDER  -  SECOND    CLASS II
 BJ3954
 BJ3954.The horizontal coordinates were scaled from a topographic map and have
 BJ3954.an estimated accuracy of +/- 6 seconds.
 BJ3954
 BJ3954.The orthometric height was determined by differential leveling
 BJ3954.and adjusted by the National Geodetic Survey in February 1994..
 BJ3954
 BJ3954.The geoid height was determined by GEOID03.
 BJ3954
 BJ3954.The dynamic height is computed by dividing the NAVD 88
 BJ3954.geopotential number by the normal gravity value computed on the
 BJ3954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3954.degrees latitude (g = 980.6199 gals.).
 BJ3954
 BJ3954.The modeled gravity was interpolated from observed gravity values.
 BJ3954
 BJ3954;                    North         East    Units  Estimated Accuracy
 BJ3954;SPC LA S     -   213,550.    1,031,410.      MT  (+/- 180 meters Scaled)
 BJ3954
 BJ3954                          SUPERSEDED SURVEY CONTROL
 BJ3954
 BJ3954.No superseded survey control is available for this station.
 BJ3954
 BJ3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP914676(NAD 83)
 BJ3954_MARKER: DZ = AZIMUTH MARK DISK
 BJ3954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3954_SP_SET: CONCRETE POST
 BJ3954_STAMPING: 222 AZ 2 1973
 BJ3954_MARK LOGO: LA-033
 BJ3954_PROJECTION: FLUSH
 BJ3954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3954+STABILITY: SURFACE MOTION
 BJ3954
 BJ3954  HISTORY     - Date     Condition        Report By
 BJ3954  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3954  HISTORY     - 1987     GOOD             LA-033
 BJ3954
 BJ3954                          STATION DESCRIPTION
 BJ3954
 BJ3954'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3954'IN BATON ROUGE.
 BJ3954'LOCATED EAST OF THE CITY OF BATON ROUGE, ABOUT 0.08 KM (0.05 MI) EAST
 BJ3954'ON HARRELS FERRY ROAD FROM THE JUNCTION OF HARRELS FERRY ROAD AND
 BJ3954'ONEAL LANE TO THE MARK ON THE SOUTH SIDE OF THE ROAD, 11.4 METERS
 BJ3954'(36.5 FEET) SOUTH OF THE CENTERLINE OF THE ROAD, 7.9 METERS (26 FEET)
 BJ3954'EAST OF A POWER POLE WITH A TRANSFORMER, 4.5 METERS (14.5 FEET)
 BJ3954'NORTHEAST FROM A HURRICANE FENCE CORNER, AND 1.2 METERS (4 FEET) EAST
 BJ3954'OF A TELEPHONE BOX.
 BJ3954'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3954'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3932 ***********************************************************************
 BJ3932  DESIGNATION -  223 73
 BJ3932  PID         -  BJ3932
 BJ3932  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3932  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3932
 BJ3932                         *CURRENT SURVEY CONTROL
 BJ3932  ___________________________________________________________________
 BJ3932* NAD 83(1986)-  30 24 30.     (N)    091 00 52.     (W)     SCALED    
 BJ3932* NAVD 88     -         6.777  (meters)      22.23   (feet)  ADJUSTED  
 BJ3932  ___________________________________________________________________
 BJ3932  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ3932  DYNAMIC HT  -           6.768 (meters)      22.20  (feet)  COMP
 BJ3932  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 BJ3932
 BJ3932  VERT ORDER  -  SECOND    CLASS II
 BJ3932
 BJ3932.The horizontal coordinates were scaled from a topographic map and have
 BJ3932.an estimated accuracy of +/- 6 seconds.
 BJ3932
 BJ3932.The orthometric height was determined by differential leveling
 BJ3932.and adjusted by the National Geodetic Survey in February 1994..
 BJ3932
 BJ3932.The geoid height was determined by GEOID03.
 BJ3932
 BJ3932.The dynamic height is computed by dividing the NAVD 88
 BJ3932.geopotential number by the normal gravity value computed on the
 BJ3932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3932.degrees latitude (g = 980.6199 gals.).
 BJ3932
 BJ3932.The modeled gravity was interpolated from observed gravity values.
 BJ3932
 BJ3932;                    North         East    Units  Estimated Accuracy
 BJ3932;SPC LA S     -   211,570.    1,030,640.      MT  (+/- 180 meters Scaled)
 BJ3932
 BJ3932                          SUPERSEDED SURVEY CONTROL
 BJ3932
 BJ3932.No superseded survey control is available for this station.
 BJ3932
 BJ3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP907657(NAD 83)
 BJ3932_MARKER: DB = BENCH MARK DISK
 BJ3932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3932_SP_SET: CONCRETE POST
 BJ3932_STAMPING: 223-73 1973
 BJ3932_MARK LOGO: LA-033
 BJ3932_PROJECTION: FLUSH
 BJ3932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3932+STABILITY: SURFACE MOTION
 BJ3932
 BJ3932  HISTORY     - Date     Condition        Report By
 BJ3932  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3932  HISTORY     - 1987     GOOD             LA-033
 BJ3932
 BJ3932                          STATION DESCRIPTION
 BJ3932
 BJ3932'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3932'IN BATON ROUGE.
 BJ3932'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE ON JONES CREEK ROAD
 BJ3932'ABOUT 35.7 METERS (117 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BJ3932'JONES CREEK BRIDGE, 23.5 METERS (77 FEET) NORTH OF A 40-INCH OAK
 BJ3932'TREE, 16.1 METERS (53 FEET) WEST OF THE CENTERLINE OF JONES CREEK
 BJ3932'ROAD, 5.5 METERS (18 FEET) NORTH OF THE CENTER OF A GRAVEL DRIVE, AND
 BJ3932'0.6 METERS (2 FEET) EAST OF A TELEPHONE POLE.
 BJ3932'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 BJ3932'THE MARK IS 0.31 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3931 ***********************************************************************
 BJ3931  DESIGNATION -  224 73
 BJ3931  PID         -  BJ3931
 BJ3931  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3931  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3931
 BJ3931                         *CURRENT SURVEY CONTROL
 BJ3931  ___________________________________________________________________
 BJ3931* NAD 83(1986)-  30 23 47.     (N)    091 01 00.     (W)     SCALED    
 BJ3931* NAVD 88     -        11.269  (meters)      36.97   (feet)  ADJUSTED  
 BJ3931  ___________________________________________________________________
 BJ3931  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3931  DYNAMIC HT  -          11.255 (meters)      36.93  (feet)  COMP
 BJ3931  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 BJ3931
 BJ3931  VERT ORDER  -  SECOND    CLASS II
 BJ3931
 BJ3931.The horizontal coordinates were scaled from a topographic map and have
 BJ3931.an estimated accuracy of +/- 6 seconds.
 BJ3931
 BJ3931.The orthometric height was determined by differential leveling
 BJ3931.and adjusted by the National Geodetic Survey in February 1994..
 BJ3931
 BJ3931.The geoid height was determined by GEOID03.
 BJ3931
 BJ3931.The dynamic height is computed by dividing the NAVD 88
 BJ3931.geopotential number by the normal gravity value computed on the
 BJ3931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3931.degrees latitude (g = 980.6199 gals.).
 BJ3931
 BJ3931.The modeled gravity was interpolated from observed gravity values.
 BJ3931
 BJ3931;                    North         East    Units  Estimated Accuracy
 BJ3931;SPC LA S     -   210,250.    1,030,430.      MT  (+/- 180 meters Scaled)
 BJ3931
 BJ3931                          SUPERSEDED SURVEY CONTROL
 BJ3931
 BJ3931.No superseded survey control is available for this station.
 BJ3931
 BJ3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP905643(NAD 83)
 BJ3931_MARKER: DB = BENCH MARK DISK
 BJ3931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3931_SP_SET: CONCRETE POST
 BJ3931_STAMPING: 224-73 1973
 BJ3931_MARK LOGO: LA-033
 BJ3931_PROJECTION: FLUSH
 BJ3931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3931+STABILITY: SURFACE MOTION
 BJ3931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3931+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2005
 BJ3931
 BJ3931  HISTORY     - Date     Condition        Report By
 BJ3931  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3931  HISTORY     - 1987     GOOD             LA-033
 BJ3931  HISTORY     - 20050219 GOOD             USPSQD
 BJ3931
 BJ3931                          STATION DESCRIPTION
 BJ3931
 BJ3931'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3931'IN BATON ROUGE.
 BJ3931'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE, ABOUT 0.8 KM (0.5 MI)
 BJ3931'SOUTH ON JONES CREEK ROAD FROM THE INTERSECTION OF JONES CREEK ROAD
 BJ3931'AND TIGER BEND ROAD TO THE MARK ON THE EAST SIDE OF THE ROAD NEAR THE
 BJ3931'WOODLAWN BAPTIST CHURCH, 18.9 METERS (62 FEET) SOUTHWEST OF THE
 BJ3931'SOUTHWEST CORNER OF THE WOODLAWN BAPTIST CHURCH, 15.9 METERS (52
 BJ3931'FEET) NORTHWEST OF A 30-INCH MAGNOLIA TREE, 9.1 METERS (30 FEET) EAST
 BJ3931'OF THE CENTERLINE OF JONES CREEK ROAD, AND 1.5 METERS (5 FEET) EAST
 BJ3931'OF A POWER POLE.
 BJ3931'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 BJ3931'THE MARK IS ABOVE LEVEL WITH .
 BJ3931
 BJ3931                          STATION RECOVERY (2005)
 BJ3931
 BJ3931'RECOVERY NOTE BY US POWER SQUADRON 2005 (DBP)
 BJ3931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3908 ***********************************************************************
 BJ3908  DESIGNATION -  225 AZ MK 2
 BJ3908  PID         -  BJ3908
 BJ3908  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3908  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3908
 BJ3908                         *CURRENT SURVEY CONTROL
 BJ3908  ___________________________________________________________________
 BJ3908* NAD 83(1986)-  30 27 21.     (N)    091 03 30.     (W)     SCALED    
 BJ3908* NAVD 88     -        13.910  (meters)      45.64   (feet)  ADJUSTED  
 BJ3908  ___________________________________________________________________
 BJ3908  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3908  DYNAMIC HT  -          13.891 (meters)      45.57  (feet)  COMP
 BJ3908  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BJ3908
 BJ3908  VERT ORDER  -  SECOND    CLASS II
 BJ3908
 BJ3908.The horizontal coordinates were scaled from a topographic map and have
 BJ3908.an estimated accuracy of +/- 6 seconds.
 BJ3908
 BJ3908.The orthometric height was determined by differential leveling
 BJ3908.and adjusted by the National Geodetic Survey in February 1994..
 BJ3908
 BJ3908.The geoid height was determined by GEOID03.
 BJ3908
 BJ3908.The dynamic height is computed by dividing the NAVD 88
 BJ3908.geopotential number by the normal gravity value computed on the
 BJ3908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3908.degrees latitude (g = 980.6199 gals.).
 BJ3908
 BJ3908.The modeled gravity was interpolated from observed gravity values.
 BJ3908
 BJ3908;                    North         East    Units  Estimated Accuracy
 BJ3908;SPC LA S     -   216,830.    1,026,410.      MT  (+/- 180 meters Scaled)
 BJ3908
 BJ3908                          SUPERSEDED SURVEY CONTROL
 BJ3908
 BJ3908.No superseded survey control is available for this station.
 BJ3908
 BJ3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP864708(NAD 83)
 BJ3908_MARKER: DZ = AZIMUTH MARK DISK
 BJ3908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3908_SP_SET: CONCRETE POST
 BJ3908_STAMPING: 225 AZ MK 2
 BJ3908_MARK LOGO: LA-033
 BJ3908_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3908+STABILITY: SURFACE MOTION
 BJ3908
 BJ3908  HISTORY     - Date     Condition        Report By
 BJ3908  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3908  HISTORY     - 1987     GOOD             LA-033
 BJ3908
 BJ3908                          STATION DESCRIPTION
 BJ3908
 BJ3908'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3908'IN BATON ROUGE.
 BJ3908'LOCATED EAST OF BATON ROUGE ON SHERWOOD FOREST BOULEVARD AT THE
 BJ3908'JUNCTION OF SHERWOOD FOREST BOULEVARD AND ARCHERY STREET 11.0 METERS
 BJ3908'(36 FEET) NORTH OF THE CENTERLINE OF ARCHERY STREET, 5.64 METERS
 BJ3908'(18.5 FEET) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 BJ3908'SHERWOOD FOREST BOULEVARD 0.45 METERS (1.5 FEET) EAST OF A FIRE
 BJ3908'HYDRANT.
 BJ3908'THE MARK IS 0.41 METERS  NW FROM A WITNESS POST.
 BJ3908'THE MARK IS 0.31 M ABOVE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1199 ***********************************************************************
 CP1199  DESIGNATION -  2250 A BOLT
 CP1199  PID         -  CP1199
 CP1199  STATE/COUNTY-  LA/MADISON
 CP1199  USGS QUAD   -  SONDHEIMER (1994)
 CP1199
 CP1199                         *CURRENT SURVEY CONTROL
 CP1199  ___________________________________________________________________
 CP1199* NAD 83(1986)-  32 32 04.     (N)    091 07 47.     (W)     SCALED    
 CP1199* NAVD 88     -        26.27   (+/-2cm)      86.2    (feet)  VERTCON   
 CP1199  ___________________________________________________________________
 CP1199  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP1199
 CP1199  VERT ORDER  -  ? (See Below)
 CP1199
 CP1199.The horizontal coordinates were scaled from a topographic map and have
 CP1199.an estimated accuracy of +/- 6 seconds.
 CP1199
 CP1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1199.The vertical order pertains to the NGVD 29 superseded value.
 CP1199
 CP1199.The geoid height was determined by GEOID03.
 CP1199
 CP1199;                    North         East    Units  Estimated Accuracy
 CP1199;SPC LA N     -   226,390.    1,128,720.      MT  (+/- 180 meters Scaled)
 CP1199
 CP1199                          SUPERSEDED SURVEY CONTROL
 CP1199
 CP1199  NGVD 29 (??/??/92)   26.300  (m)           86.29   (f) ADJ UNCH    ?  
 CP1199
 CP1199.Superseded values are not recommended for survey control.
 CP1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1199.See file dsdata.txt to determine how the superseded data were derived.
 CP1199
 CP1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS756012(NAD 83)
 CP1199_MARKER: B = BOLT
 CP1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1199+STABILITY: SURFACE MOTION
 CP1199
 CP1199  HISTORY     - Date     Condition        Report By
 CP1199  HISTORY     - UNK      MONUMENTED       DOD
 CP1199  HISTORY     - 1934     GOOD             DOD
 CP1199
 CP1199                          STATION DESCRIPTION
 CP1199
 CP1199'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1199'2 MI E FROM ENOKA.
 CP1199'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1199'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 2 MILES EAST OF ENOKA,
 CP1199'LA.  600 FEET WEST OF LEVEE.  250 FEET SOUTH OF SLOUGH AND DIRT ROAD.
 CP1199'500 FEET NORTHEAST OF HOUSE.  IN OPEN FIELD.  10 FEET FROM LONE ELM
 CP1199'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1198 ***********************************************************************
 CP1198  DESIGNATION -  2250 A CAP
 CP1198  PID         -  CP1198
 CP1198  STATE/COUNTY-  LA/MADISON
 CP1198  USGS QUAD   -  SONDHEIMER (1994)
 CP1198
 CP1198                         *CURRENT SURVEY CONTROL
 CP1198  ___________________________________________________________________
 CP1198* NAD 83(1986)-  32 32 04.     (N)    091 07 47.     (W)     SCALED    
 CP1198* NAVD 88     -        27.50   (+/-2cm)      90.2    (feet)  VERTCON   
 CP1198  ___________________________________________________________________
 CP1198  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP1198
 CP1198  VERT ORDER  -  ? (See Below)
 CP1198
 CP1198.The horizontal coordinates were scaled from a topographic map and have
 CP1198.an estimated accuracy of +/- 6 seconds.
 CP1198
 CP1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1198.The vertical order pertains to the NGVD 29 superseded value.
 CP1198
 CP1198.The geoid height was determined by GEOID03.
 CP1198
 CP1198;                    North         East    Units  Estimated Accuracy
 CP1198;SPC LA N     -   226,390.    1,128,720.      MT  (+/- 180 meters Scaled)
 CP1198
 CP1198                          SUPERSEDED SURVEY CONTROL
 CP1198
 CP1198  NGVD 29 (??/??/92)   27.523  (m)           90.30   (f) ADJ UNCH    ?  
 CP1198
 CP1198.Superseded values are not recommended for survey control.
 CP1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1198.See file dsdata.txt to determine how the superseded data were derived.
 CP1198
 CP1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS756012(NAD 83)
 CP1198_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1198+STABILITY: SURFACE MOTION
 CP1198
 CP1198  HISTORY     - Date     Condition        Report By
 CP1198  HISTORY     - UNK      MONUMENTED       DOD
 CP1198  HISTORY     - 1934     GOOD             DOD
 CP1198
 CP1198                          STATION DESCRIPTION
 CP1198
 CP1198'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1198'2 MI E FROM ENOKA.
 CP1198'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1198'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 2 MILES EAST OF ENOKA,
 CP1198'LA.  600 FEET WEST OF LEVEE.  250 FEET SOUTH OF SLOUGH AND DIRT ROAD.
 CP1198'500 FEET NORTHEAST OF HOUSE.  IN OPEN FIELD.  10 FEET FROM LONE ELM
 CP1198'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4058 ***********************************************************************
 BJ4058  DESIGNATION -  226 73
 BJ4058  PID         -  BJ4058
 BJ4058  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4058  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4058
 BJ4058                         *CURRENT SURVEY CONTROL
 BJ4058  ___________________________________________________________________
 BJ4058* NAD 83(1986)-  30 27 41.     (N)    091 02 06.     (W)     SCALED    
 BJ4058* NAVD 88     -        12.934  (meters)      42.43   (feet)  ADJUSTED  
 BJ4058  ___________________________________________________________________
 BJ4058  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4058  DYNAMIC HT  -          12.917 (meters)      42.38  (feet)  COMP
 BJ4058  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 BJ4058
 BJ4058  VERT ORDER  -  SECOND    CLASS II
 BJ4058
 BJ4058.The horizontal coordinates were scaled from a topographic map and have
 BJ4058.an estimated accuracy of +/- 6 seconds.
 BJ4058
 BJ4058.The orthometric height was determined by differential leveling
 BJ4058.and adjusted by the National Geodetic Survey in February 1994..
 BJ4058
 BJ4058.The geoid height was determined by GEOID03.
 BJ4058
 BJ4058.The dynamic height is computed by dividing the NAVD 88
 BJ4058.geopotential number by the normal gravity value computed on the
 BJ4058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4058.degrees latitude (g = 980.6199 gals.).
 BJ4058
 BJ4058.The modeled gravity was interpolated from observed gravity values.
 BJ4058
 BJ4058;                    North         East    Units  Estimated Accuracy
 BJ4058;SPC LA S     -   217,450.    1,028,650.      MT  (+/- 180 meters Scaled)
 BJ4058
 BJ4058                          SUPERSEDED SURVEY CONTROL
 BJ4058
 BJ4058.No superseded survey control is available for this station.
 BJ4058
 BJ4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP886715(NAD 83)
 BJ4058_MARKER: DB = BENCH MARK DISK
 BJ4058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4058_SP_SET: CONCRETE POST
 BJ4058_STAMPING: 226-73 1973
 BJ4058_MARK LOGO: LA-033
 BJ4058_PROJECTION: FLUSH
 BJ4058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4058+STABILITY: SURFACE MOTION
 BJ4058
 BJ4058  HISTORY     - Date     Condition        Report By
 BJ4058  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4058  HISTORY     - 1987     GOOD             LA-033
 BJ4058
 BJ4058                          STATION DESCRIPTION
 BJ4058
 BJ4058'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4058'IN BATON ROUGE.
 BJ4058'THE BENCH MARK IS LOCATED AT THE JUNCTION OF FLORIDA BOULEVARD AND
 BJ4058'FLANNERY ROAD IN THE EASTERN PART OF BATON ROUGE SET IN THE SOUTHWEST
 BJ4058'QUADRANT OF THE JUNCTION, 38 METERS (119 FT) SOUTH OF THE CENTERLINE
 BJ4058'OF FLORIDA BOULEVARDD, 14 METERS (43 FT) WEST OF THE CENTERLINE OF
 BJ4058'FLANNERY ROAD, AND 1.5 METERS (5 FT) SOUTHWEST OF A WATER HYDRANT,
 BJ4058'AND SET NORTHEAST OF MCDONALDS.
 BJ4058'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ4058'THE MARK IS ABOVE LEVEL WITH FLANNERY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4057 ***********************************************************************
 BJ4057  DESIGNATION -  227 73
 BJ4057  PID         -  BJ4057
 BJ4057  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4057  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4057
 BJ4057                         *CURRENT SURVEY CONTROL
 BJ4057  ___________________________________________________________________
 BJ4057* NAD 83(1986)-  30 27 44.     (N)    091 01 14.     (W)     SCALED    
 BJ4057* NAVD 88     -        13.824  (meters)      45.35   (feet)  ADJUSTED  
 BJ4057  ___________________________________________________________________
 BJ4057  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4057  DYNAMIC HT  -          13.806 (meters)      45.30  (feet)  COMP
 BJ4057  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 BJ4057
 BJ4057  VERT ORDER  -  SECOND    CLASS II
 BJ4057
 BJ4057.The horizontal coordinates were scaled from a topographic map and have
 BJ4057.an estimated accuracy of +/- 6 seconds.
 BJ4057
 BJ4057.The orthometric height was determined by differential leveling
 BJ4057.and adjusted by the National Geodetic Survey in February 1994..
 BJ4057
 BJ4057.The geoid height was determined by GEOID03.
 BJ4057
 BJ4057.The dynamic height is computed by dividing the NAVD 88
 BJ4057.geopotential number by the normal gravity value computed on the
 BJ4057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4057.degrees latitude (g = 980.6199 gals.).
 BJ4057
 BJ4057.The modeled gravity was interpolated from observed gravity values.
 BJ4057
 BJ4057;                    North         East    Units  Estimated Accuracy
 BJ4057;SPC LA S     -   217,540.    1,030,040.      MT  (+/- 180 meters Scaled)
 BJ4057
 BJ4057                          SUPERSEDED SURVEY CONTROL
 BJ4057
 BJ4057.No superseded survey control is available for this station.
 BJ4057
 BJ4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP900716(NAD 83)
 BJ4057_MARKER: DB = BENCH MARK DISK
 BJ4057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4057_SP_SET: CONCRETE POST
 BJ4057_STAMPING: 227-73 1973
 BJ4057_MARK LOGO: LA-033
 BJ4057_PROJECTION: RECESSED 31 CENTIMETERS
 BJ4057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4057+STABILITY: SURFACE MOTION
 BJ4057
 BJ4057  HISTORY     - Date     Condition        Report By
 BJ4057  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4057  HISTORY     - 1987     GOOD             LA-033
 BJ4057
 BJ4057                          STATION DESCRIPTION
 BJ4057
 BJ4057'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4057'IN BATON ROUGE.
 BJ4057'LOCATED EAST OF THE CITY OF BATON ROUGE SOUTH OF THE SOUTH SERVICE
 BJ4057'ROAD OF FLORIDA BOULEVARD AT THE INTERSECTION OF FLORIDA BOULEVARD
 BJ4057'AND FONTAINBLEAU DRIVE SET IN THE SOUTHWEST QUADRANT OF THE
 BJ4057'INTERSECTION, 13.1 METERS (43 FT) WEST OF THE CENTERLINE OF
 BJ4057'FONTAINBLEAU DRIVE, 8.2 METERS (27 FT) SOUTH OF THE CENTERLINE OF THE
 BJ4057'SERVICE ROAD, 5.2 METERS (17 FT) NORTHWEST OF A FIRE HYDRANT AND 4.0
 BJ4057'METERS (13 FT) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ATTACHED.
 BJ4057'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 BJ4057'THE MARK IS ABOVE LEVEL WITH SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4056 ***********************************************************************
 BJ4056  DESIGNATION -  228 73
 BJ4056  PID         -  BJ4056
 BJ4056  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4056  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4056
 BJ4056                         *CURRENT SURVEY CONTROL
 BJ4056  ___________________________________________________________________
 BJ4056* NAD 83(1986)-  30 27 57.     (N)    091 00 17.     (W)     SCALED    
 BJ4056* NAVD 88     -        12.730  (meters)      41.77   (feet)  ADJUSTED  
 BJ4056  ___________________________________________________________________
 BJ4056  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4056  DYNAMIC HT  -          12.713 (meters)      41.71  (feet)  COMP
 BJ4056  MODELED GRAV-     979,342.0   (mgal)                       NAVD 88
 BJ4056
 BJ4056  VERT ORDER  -  SECOND    CLASS II
 BJ4056
 BJ4056.The horizontal coordinates were scaled from a topographic map and have
 BJ4056.an estimated accuracy of +/- 6 seconds.
 BJ4056
 BJ4056.The orthometric height was determined by differential leveling
 BJ4056.and adjusted by the National Geodetic Survey in February 1994..
 BJ4056
 BJ4056.The geoid height was determined by GEOID03.
 BJ4056
 BJ4056.The dynamic height is computed by dividing the NAVD 88
 BJ4056.geopotential number by the normal gravity value computed on the
 BJ4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4056.degrees latitude (g = 980.6199 gals.).
 BJ4056
 BJ4056.The modeled gravity was interpolated from observed gravity values.
 BJ4056
 BJ4056;                    North         East    Units  Estimated Accuracy
 BJ4056;SPC LA S     -   217,950.    1,031,560.      MT  (+/- 180 meters Scaled)
 BJ4056
 BJ4056                          SUPERSEDED SURVEY CONTROL
 BJ4056
 BJ4056.No superseded survey control is available for this station.
 BJ4056
 BJ4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP915720(NAD 83)
 BJ4056_MARKER: DB = BENCH MARK DISK
 BJ4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4056_SP_SET: CONCRETE POST
 BJ4056_STAMPING: 228-73 1973
 BJ4056_MARK LOGO: LA-033
 BJ4056_PROJECTION: FLUSH
 BJ4056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4056+STABILITY: SURFACE MOTION
 BJ4056
 BJ4056  HISTORY     - Date     Condition        Report By
 BJ4056  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4056  HISTORY     - 1987     GOOD             LA-033
 BJ4056
 BJ4056                          STATION DESCRIPTION
 BJ4056
 BJ4056'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4056'IN BATON ROUGE.
 BJ4056'LOCATED EAST OF THE CITY OF BATON ROUGE ON FLORIDA BOULEVARD SET IN
 BJ4056'THE SOUTHWEST QUADRANT OF FLORIDA BOULEVARD AND STEVENDALE ROAD, 16.8
 BJ4056'METERS (55 FT) WEST OF THE CENTERLINE OF STEVENDALE ROAD, 9.0 METERS
 BJ4056'(29.5 FT) WEST-NORTHWEST OF A FIRE HYDRANT, 6.1 METERS (20 FT) SOUTH
 BJ4056'OF THE CENTER OF THE SOUTH SERVICE ROAD, AND 0.61 METERS (2 FT) WEST
 BJ4056'OF A RIGHT-OF-WAY MARKER.
 BJ4056'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ4056'THE MARK IS 0.31 M BELOW SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4055 ***********************************************************************
 BJ4055  DESIGNATION -  228 73 AZ MK 2
 BJ4055  PID         -  BJ4055
 BJ4055  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4055  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4055
 BJ4055                         *CURRENT SURVEY CONTROL
 BJ4055  ___________________________________________________________________
 BJ4055* NAD 83(1986)-  30 28 01.     (N)    091 00 08.     (W)     SCALED    
 BJ4055* NAVD 88     -        12.984  (meters)      42.60   (feet)  ADJUSTED  
 BJ4055  ___________________________________________________________________
 BJ4055  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4055  DYNAMIC HT  -          12.967 (meters)      42.54  (feet)  COMP
 BJ4055  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ4055
 BJ4055  VERT ORDER  -  SECOND    CLASS II
 BJ4055
 BJ4055.The horizontal coordinates were scaled from a topographic map and have
 BJ4055.an estimated accuracy of +/- 6 seconds.
 BJ4055
 BJ4055.The orthometric height was determined by differential leveling
 BJ4055.and adjusted by the National Geodetic Survey in February 1994..
 BJ4055
 BJ4055.The geoid height was determined by GEOID03.
 BJ4055
 BJ4055.The dynamic height is computed by dividing the NAVD 88
 BJ4055.geopotential number by the normal gravity value computed on the
 BJ4055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4055.degrees latitude (g = 980.6199 gals.).
 BJ4055
 BJ4055.The modeled gravity was interpolated from observed gravity values.
 BJ4055
 BJ4055;                    North         East    Units  Estimated Accuracy
 BJ4055;SPC LA S     -   218,070.    1,031,800.      MT  (+/- 180 meters Scaled)
 BJ4055
 BJ4055                          SUPERSEDED SURVEY CONTROL
 BJ4055
 BJ4055.No superseded survey control is available for this station.
 BJ4055
 BJ4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP917722(NAD 83)
 BJ4055_MARKER: DZ = AZIMUTH MARK DISK
 BJ4055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4055_SP_SET: CONCRETE POST
 BJ4055_STAMPING: AZ 2 228-73 1973
 BJ4055_MARK LOGO: LA-033
 BJ4055_PROJECTION: FLUSH
 BJ4055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4055+STABILITY: SURFACE MOTION
 BJ4055
 BJ4055  HISTORY     - Date     Condition        Report By
 BJ4055  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4055  HISTORY     - 1987     GOOD             LA-033
 BJ4055
 BJ4055                          STATION DESCRIPTION
 BJ4055
 BJ4055'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4055'IN BATON ROUGE.
 BJ4055'LOCATED EAST OF THE CITY OF BATON ROUGE ON FLORIDA BOULEVARD AND
 BJ4055'NORTH OF THE NORTH SERVICE ROAD AT THE INTERSECTION OF FLORIDA
 BJ4055'BOULEVARD AND PARK DRIVE, 18.0 METERS (59 FT) EAST OF THE CENTERLINE
 BJ4055'OF PARK DRIVE, 12.5 METERS (41 FT) SOUTHEAST OF A POWER POLE, 6.1
 BJ4055'METERS (20 FT) NORTH OF THE CENTER OF THE NORTH SERVICE ROAD.
 BJ4055'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 BJ4055'THE MARK IS ABOVE LEVEL WITH SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3763 ***********************************************************************
 BJ3763  DESIGNATION -  229 73
 BJ3763  PID         -  BJ3763
 BJ3763  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3763  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3763
 BJ3763                         *CURRENT SURVEY CONTROL
 BJ3763  ___________________________________________________________________
 BJ3763* NAD 83(1986)-  30 27 35.     (N)    091 00 30.     (W)     SCALED    
 BJ3763* NAVD 88     -        13.027  (meters)      42.74   (feet)  ADJUSTED  
 BJ3763  ___________________________________________________________________
 BJ3763  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3763  DYNAMIC HT  -          13.010 (meters)      42.68  (feet)  COMP
 BJ3763  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 BJ3763
 BJ3763  VERT ORDER  -  SECOND    CLASS I
 BJ3763
 BJ3763.The horizontal coordinates were scaled from a topographic map and have
 BJ3763.an estimated accuracy of +/- 6 seconds.
 BJ3763
 BJ3763.The orthometric height was determined by differential leveling
 BJ3763.and adjusted by the National Geodetic Survey in February 1994..
 BJ3763
 BJ3763.The geoid height was determined by GEOID03.
 BJ3763
 BJ3763.The dynamic height is computed by dividing the NAVD 88
 BJ3763.geopotential number by the normal gravity value computed on the
 BJ3763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3763.degrees latitude (g = 980.6199 gals.).
 BJ3763
 BJ3763.The modeled gravity was interpolated from observed gravity values.
 BJ3763
 BJ3763;                    North         East    Units  Estimated Accuracy
 BJ3763;SPC LA S     -   217,270.    1,031,210.      MT  (+/- 180 meters Scaled)
 BJ3763
 BJ3763                          SUPERSEDED SURVEY CONTROL
 BJ3763
 BJ3763.No superseded survey control is available for this station.
 BJ3763
 BJ3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP912714(NAD 83)
 BJ3763_MARKER: DD = SURVEY DISK
 BJ3763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3763_SP_SET: CONCRETE POST
 BJ3763_STAMPING: 229-73 1973
 BJ3763_MARK LOGO: LA-033
 BJ3763_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3763+STABILITY: SURFACE MOTION
 BJ3763
 BJ3763  HISTORY     - Date     Condition        Report By
 BJ3763  HISTORY     - 1973     MONUMENTED       LOCENG
 BJ3763  HISTORY     - 1983     GOOD             LADTD
 BJ3763  HISTORY     - 1987     GOOD             LA-033
 BJ3763
 BJ3763                          STATION DESCRIPTION
 BJ3763
 BJ3763'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3763'4.8 KM(3 MI) WEST FROM DENHAM SPRINGS.
 BJ3763'ABOUT 6.8 KM (4.2 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3763'U S HIGHWAY 61 IN SOUTH BATON ROUGE TO THE ONEAL LANE EXIT, THENCE
 BJ3763'NORTH ON ONEAL LANE FOR ABOUT 1.9 KM (1.2 MILES) TO THE JUNCTION WITH
 BJ3763'OLD HAMMOND HIGHWAY WITH THE BENCH MARK SET IN THE SOUTHWEST QUADRANT
 BJ3763'OF THE TWO ROADS, 21 METERS (69 FEET) SOUTH-SOUTHEAST OF THE CENTER OF
 BJ3763'OLD HAMMOND HIGHWAY, 17.1 METERS (56 FEET) WEST-SOUTHWEST OF THE
 BJ3763'CENTER OF ONEAL LANE, 14.9 METERS (49 FEET) SOUTHEAST OF A
 BJ3763'RIGHT-OF-WAY MARKER, 6.1 METERS (20 FEET) NORTHWEST OF A RIGHT-OF-WAY
 BJ3763'MARKER.
 BJ3763'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3763'THE MARK IS 1.83 M ABOVE ONEAL LANE.
 BJ3763
 BJ3763                          STATION RECOVERY (1987)
 BJ3763
 BJ3763'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4054 ***********************************************************************
 BJ4054  DESIGNATION -  23 87
 BJ4054  PID         -  BJ4054
 BJ4054  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4054  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4054
 BJ4054                         *CURRENT SURVEY CONTROL
 BJ4054  ___________________________________________________________________
 BJ4054* NAD 83(1986)-  30 27 37.     (N)    091 02 58.     (W)     SCALED    
 BJ4054* NAVD 88     -        13.554  (meters)      44.47   (feet)  ADJUSTED  
 BJ4054  ___________________________________________________________________
 BJ4054  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4054  DYNAMIC HT  -          13.537 (meters)      44.41  (feet)  COMP
 BJ4054  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BJ4054
 BJ4054  VERT ORDER  -  SECOND    CLASS II
 BJ4054
 BJ4054.The horizontal coordinates were scaled from a topographic map and have
 BJ4054.an estimated accuracy of +/- 6 seconds.
 BJ4054
 BJ4054.The orthometric height was determined by differential leveling
 BJ4054.and adjusted by the National Geodetic Survey in February 1994..
 BJ4054
 BJ4054.The geoid height was determined by GEOID03.
 BJ4054
 BJ4054.The dynamic height is computed by dividing the NAVD 88
 BJ4054.geopotential number by the normal gravity value computed on the
 BJ4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4054.degrees latitude (g = 980.6199 gals.).
 BJ4054
 BJ4054.The modeled gravity was interpolated from observed gravity values.
 BJ4054
 BJ4054;                    North         East    Units  Estimated Accuracy
 BJ4054;SPC LA S     -   217,320.    1,027,260.      MT  (+/- 180 meters Scaled)
 BJ4054
 BJ4054                          SUPERSEDED SURVEY CONTROL
 BJ4054
 BJ4054.No superseded survey control is available for this station.
 BJ4054
 BJ4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP872714(NAD 83)
 BJ4054_MARKER: DB = BENCH MARK DISK
 BJ4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4054_SP_SET: CONCRETE POST
 BJ4054_STAMPING: 23-87 1987
 BJ4054_MARK LOGO: LA-033
 BJ4054_PROJECTION: FLUSH
 BJ4054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4054+STABILITY: SURFACE MOTION
 BJ4054
 BJ4054  HISTORY     - Date     Condition        Report By
 BJ4054  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4054
 BJ4054                          STATION DESCRIPTION
 BJ4054
 BJ4054'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4054'IN BATON ROUGE.
 BJ4054'LOCATED EAST OF BATON ROUGE ON FLORIDA BOULEVARD SOUTH OF THE SOUTH
 BJ4054'SERVICE ROAD AND NEAR THE ENTRANCE TO THE A AND P SHOPPING CENTER
 BJ4054'ABOUT 4.6 KM (2.8 MI) EAST OF THE JUNCTION OF FLORIDA BOULEVARD AND
 BJ4054'AIRLINE HIGHWAY, 12.2 METERS (40 FT) SOUTHWEST OF A FIRE HYDRANT, 8.8
 BJ4054'METERS (29 FT) SOUTH OF THE CENTERLINE OF THE SOUTH SERVICE ROAD, 8.8
 BJ4054'METERS (29 FT) EAST OF THE CENTER OF THE ENTRANCE TO A AND P, AND 1.2
 BJ4054'METERS (4 FT) NORTH OF THE NORTH POST OF AN A AND P SIGN.
 BJ4054'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4054'THE MARK IS 0.15 M ABOVE SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5158 ***********************************************************************
 BJ5158  DESIGNATION -  23 A 001 LDH 1973
 BJ5158  PID         -  BJ5158
 BJ5158  STATE/COUNTY-  LA/IBERIA
 BJ5158  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5158
 BJ5158                         *CURRENT SURVEY CONTROL
 BJ5158  ___________________________________________________________________
 BJ5158* NAD 83(1992)-  30 03 48.59213(N)    091 56 09.52112(W)     ADJUSTED  
 BJ5158* NAVD 88     -         9.1  **(meters)      30.   **(feet)  VERTCON   
 BJ5158  **This station is located in a subsidence area (see below).
 BJ5158  ___________________________________________________________________
 BJ5158  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ5158  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ5158
 BJ5158  HORZ ORDER  -  SECOND
 BJ5158
 BJ5158.The horizontal coordinates were established by classical geodetic methods
 BJ5158.and adjusted by the National Geodetic Survey in January 1993..
 BJ5158
 BJ5158 ** The orthometric height has not been validated since last determined
 BJ5158 ** by differential leveling and should not be used for control purposes.
 BJ5158 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5158 ** area with valid NAVD 88 orthometric heights.
 BJ5158 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5158 ** epoch indicated which incorporates improved geoid heights for the
 BJ5158 ** Southern Louisiana Subsidence area.
 BJ5158 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5158
 BJ5158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5158
 BJ5158.The geoid height was determined by GEOID03.
 BJ5158
 BJ5158;                    North         East     Units Scale Factor Converg.
 BJ5158;SPC LA S     -   173,457.607   941,894.651   MT  0.99992634   -0 18 04.8
 BJ5158;SPC LA S     -   569,085.50  3,090,199.37   sFT  0.99992634   -0 18 04.8
 BJ5158;UTM  15      - 3,326,298.559   602,560.014   MT  0.99972977   +0 31 59.1
 BJ5158
 BJ5158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5158!SPC LA S     -   1.00000282  x   0.99992634  =   0.99992916
 BJ5158!UTM  15      -   1.00000282  x   0.99972977  =   0.99973259
 BJ5158
 BJ5158:                Primary Azimuth Mark                     Grid Az
 BJ5158:SPC LA S     -  23 A 002 LDH 1973                        156 28 24.3
 BJ5158:UTM  15      -  23 A 002 LDH 1973                        155 38 20.4
 BJ5158
 BJ5158|---------------------------------------------------------------------|
 BJ5158| PID    Reference Object                     Distance      Geod. Az  |
 BJ5158|                                                           dddmmss.s |
 BJ5158| BJ5157 23 A 002 LDH 1973                   APPROX. 0.8 KM 1561019.5 |
 BJ5158|---------------------------------------------------------------------|
 BJ5158
 BJ5158                          SUPERSEDED SURVEY CONTROL
 BJ5158
 BJ5158  NAD 83(1986)-  30 03 48.61241(N)    091 56 09.51535(W) AD(       ) 2
 BJ5158  NAD 27      -  30 03 47.88344(N)    091 56 09.08853(W) AD(       ) 2
 BJ5158  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 BJ5158
 BJ5158.Superseded values are not recommended for survey control.
 BJ5158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5158.See file dsdata.txt to determine how the superseded data were derived.
 BJ5158
 BJ5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0256026299(NAD 83)
 BJ5158_MARKER: DD = SURVEY DISK
 BJ5158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5158+STABILITY: SURFACE MOTION
 BJ5158
 BJ5158  HISTORY     - Date     Condition        Report By
 BJ5158  HISTORY     - 1973     MONUMENTED       LADH
 BJ5158  HISTORY     - 19950502 MARK NOT FOUND   USPSQD
 BJ5158
 BJ5158                          STATION DESCRIPTION
 BJ5158
 BJ5158'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5158'THE STATION IS LOCATED 4 MILES SOUTHEAST OF YOUNGSVILLE, 8 MILES
 BJ5158'NORTHWEST OF NEW IBERIA, AND 8 MILES NORTHEAST OF DELCAMBRE, IN THE
 BJ5158'NORTHWEST QUARTER OF SECTION 26, T11S, R5E, AND ON THE PROPERTY
 BJ5158'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5158'
 BJ5158'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 89 AND U. S.
 BJ5158'HIGHWAY 90, GO SOUTHEAST ALONG THE SOUTH BOUND LANE ON U. S. HIGHWAY
 BJ5158'90 FOR 0.2 MILES.  THE STATION IS SET ON THE RIGHT AND SOUTHWEST OF
 BJ5158'THE HIGHWAY NEAR A FENCE AND A POWER POLE.
 BJ5158'
 BJ5158'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5158'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5158'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5158'STAMPED 23A001 1973.  IT IS 110 FEET WEST OF A DITCH, 101 FEET
 BJ5158'SOUTH OF THE CENTER OF THE SOUTH BOUND LANE ON U. S. HIGHWAY 90, 39
 BJ5158'FEET SOUTH OF A POWER POLE, 5 FEET EAST OF A FENCE, AND 3 FEET
 BJ5158'SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ5158'
 BJ5158'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ5158
 BJ5158                          STATION RECOVERY (1995)
 BJ5158
 BJ5158'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5157 ***********************************************************************
 BJ5157  DESIGNATION -  23 A 002 LDH 1973
 BJ5157  PID         -  BJ5157
 BJ5157  STATE/COUNTY-  LA/IBERIA
 BJ5157  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5157
 BJ5157                         *CURRENT SURVEY CONTROL
 BJ5157  ___________________________________________________________________
 BJ5157* NAD 83(1992)-  30 03 24.08833(N)    091 55 57.08100(W)     ADJUSTED  
 BJ5157* NAVD 88     -         8.   **(meters)      26.   **(feet)  VERTCON   
 BJ5157  **This station is located in a subsidence area (see below).
 BJ5157  ___________________________________________________________________
 BJ5157  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ5157  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ5157
 BJ5157  HORZ ORDER  -  SECOND
 BJ5157
 BJ5157.The horizontal coordinates were established by classical geodetic methods
 BJ5157.and adjusted by the National Geodetic Survey in January 1993..
 BJ5157
 BJ5157 ** The orthometric height has not been validated since last determined
 BJ5157 ** by differential leveling and should not be used for control purposes.
 BJ5157 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5157 ** area with valid NAVD 88 orthometric heights.
 BJ5157 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5157 ** epoch indicated which incorporates improved geoid heights for the
 BJ5157 ** Southern Louisiana Subsidence area.
 BJ5157 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5157
 BJ5157.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5157
 BJ5157.The geoid height was determined by GEOID03.
 BJ5157
 BJ5157;                    North         East     Units Scale Factor Converg.
 BJ5157;SPC LA S     -   172,701.390   942,223.881   MT  0.99992622   -0 17 58.6
 BJ5157;SPC LA S     -   566,604.48  3,091,279.52   sFT  0.99992622   -0 17 58.6
 BJ5157;UTM  15      - 3,325,547.363   602,900.154   MT  0.99973063   +0 32 04.9
 BJ5157
 BJ5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5157!SPC LA S     -   1.00000299  x   0.99992622  =   0.99992921
 BJ5157!UTM  15      -   1.00000299  x   0.99973063  =   0.99973362
 BJ5157
 BJ5157:                Primary Azimuth Mark                     Grid Az
 BJ5157:SPC LA S     -  23 A 003 LDH 1973                        151 45 27.8
 BJ5157:UTM  15      -  23 A 003 LDH 1973                        150 55 24.3
 BJ5157
 BJ5157|---------------------------------------------------------------------|
 BJ5157| PID    Reference Object                     Distance      Geod. Az  |
 BJ5157|                                                           dddmmss.s |
 BJ5157| BJ5156 23 A 003 LDH 1973                   APPROX. 0.7 KM 1512729.2 |
 BJ5157|---------------------------------------------------------------------|
 BJ5157
 BJ5157                          SUPERSEDED SURVEY CONTROL
 BJ5157
 BJ5157  NAD 83(1986)-  30 03 24.10861(N)    091 55 57.07523(W) AD(       ) 2
 BJ5157  NAD 27      -  30 03 23.37878(N)    091 55 56.64842(W) AD(       ) 2
 BJ5157  NGVD 29 (07/19/86)    8.     (m)           26.     (f) VERT ANG       
 BJ5157
 BJ5157.Superseded values are not recommended for survey control.
 BJ5157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5157.See file dsdata.txt to determine how the superseded data were derived.
 BJ5157
 BJ5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0290025547(NAD 83)
 BJ5157_MARKER: DD = SURVEY DISK
 BJ5157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5157+STABILITY: SURFACE MOTION
 BJ5157
 BJ5157  HISTORY     - Date     Condition        Report By
 BJ5157  HISTORY     - 1973     MONUMENTED       LADH
 BJ5157  HISTORY     - 19950502 GOOD             USPSQD
 BJ5157
 BJ5157                          STATION DESCRIPTION
 BJ5157
 BJ5157'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5157'THE STATION IS LOCATED 4.5 MILES SOUTHEAST OF YOUNGSVILLE, 7.5 MILES
 BJ5157'NORHTWEST OF NEW IBERIA, AND 8 MILES NORTHEAST OF DELCAMBRE, IN THE
 BJ5157'SOUTHWEST QUARTER OF SECTION 26, T11S, R5E, AND ON THE PROPERTY
 BJ5157'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5157'
 BJ5157'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 89 AND U. S.
 BJ5157'HIGHWAY 90, GO SOUTHEAST ALONG U. S. HIGHWAY 90 FOR 0.6 MILE.  THE
 BJ5157'STATION IS SET ON THE RIGHT AND SOUTHWEST OF THE HIGHWAY NEAR A
 BJ5157'FENCE CORNER AND A PECAN TREE.
 BJ5157'
 BJ5157'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ5157'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5157'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BJ5157'IT IS STAMPED 23A002 1973.  IT IS 102 FEET WEST OF THE CENTER OF
 BJ5157'THE SOUTH BOUND LANE ON U. S. HIGHWAY 90, 33 FEET EAST OF A 24-INCH
 BJ5157'PECAN TREE, 4 FEET EAST OF A FENCE CORNER, AND 3.5 FEET NORTH OF A
 BJ5157'METAL WITNESS POST AND SIGN.
 BJ5157'
 BJ5157'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ5157
 BJ5157                          STATION RECOVERY (1995)
 BJ5157
 BJ5157'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5156 ***********************************************************************
 BJ5156  DESIGNATION -  23 A 003 LDH 1973
 BJ5156  PID         -  BJ5156
 BJ5156  STATE/COUNTY-  LA/IBERIA
 BJ5156  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5156
 BJ5156                         *CURRENT SURVEY CONTROL
 BJ5156  ___________________________________________________________________
 BJ5156* NAD 83(1992)-  30 03 03.01385(N)    091 55 43.90514(W)     ADJUSTED  
 BJ5156* NAVD 88     -         6.8  **(meters)      22.   **(feet)  VERTCON   
 BJ5156  **This station is located in a subsidence area (see below).
 BJ5156  ___________________________________________________________________
 BJ5156  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5156  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ5156
 BJ5156  HORZ ORDER  -  SECOND
 BJ5156
 BJ5156.The horizontal coordinates were established by classical geodetic methods
 BJ5156.and adjusted by the National Geodetic Survey in January 1993..
 BJ5156
 BJ5156 ** The orthometric height has not been validated since last determined
 BJ5156 ** by differential leveling and should not be used for control purposes.
 BJ5156 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5156 ** area with valid NAVD 88 orthometric heights.
 BJ5156 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5156 ** epoch indicated which incorporates improved geoid heights for the
 BJ5156 ** Southern Louisiana Subsidence area.
 BJ5156 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5156
 BJ5156.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5156
 BJ5156.The geoid height was determined by GEOID03.
 BJ5156
 BJ5156;                    North         East     Units Scale Factor Converg.
 BJ5156;SPC LA S     -   172,050.669   942,573.413   MT  0.99992612   -0 17 52.0
 BJ5156;SPC LA S     -   564,469.57  3,092,426.27   sFT  0.99992612   -0 17 52.0
 BJ5156;UTM  15      - 3,324,901.927   603,259.054   MT  0.99973155   +0 32 11.2
 BJ5156
 BJ5156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5156!SPC LA S     -   1.00000317  x   0.99992612  =   0.99992929
 BJ5156!UTM  15      -   1.00000317  x   0.99973155  =   0.99973472
 BJ5156
 BJ5156:                Primary Azimuth Mark                     Grid Az
 BJ5156:SPC LA S     -  COTEAU                                   155 38 10.1
 BJ5156:UTM  15      -  COTEAU                                   154 48 06.9
 BJ5156
 BJ5156|---------------------------------------------------------------------|
 BJ5156| PID    Reference Object                     Distance      Geod. Az  |
 BJ5156|                                                           dddmmss.s |
 BJ5156| BJ5155 COTEAU                              APPROX. 1.0 KM 1552018.1 |
 BJ5156|---------------------------------------------------------------------|
 BJ5156
 BJ5156                          SUPERSEDED SURVEY CONTROL
 BJ5156
 BJ5156  NAD 83(1986)-  30 03 03.03418(N)    091 55 43.89939(W) AD(       ) 2
 BJ5156  NAD 27      -  30 03 02.30391(N)    091 55 43.47281(W) AD(       ) 2
 BJ5156  NGVD 29 (07/19/86)    6.8    (m)           22.     (f) VERT ANG       
 BJ5156
 BJ5156.Superseded values are not recommended for survey control.
 BJ5156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5156.See file dsdata.txt to determine how the superseded data were derived.
 BJ5156
 BJ5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0325924902(NAD 83)
 BJ5156_MARKER: DD = SURVEY DISK
 BJ5156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5156+STABILITY: SURFACE MOTION
 BJ5156
 BJ5156  HISTORY     - Date     Condition        Report By
 BJ5156  HISTORY     - 1973     MONUMENTED       LADH
 BJ5156  HISTORY     - 19950502 GOOD             USPSQD
 BJ5156  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 BJ5156
 BJ5156                          STATION DESCRIPTION
 BJ5156
 BJ5156'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5156'THE STATION IS LOCATED 5 MILES SOUTHEAST OF YOUNGSVILLE, 7 MILES
 BJ5156'NORHTHWEST OF NEW IBERIA, AND 7.5 MILES NORTHEAST OF DELCAMBRE, IN
 BJ5156'T11S, R5E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ5156'HIGHWAYS.
 BJ5156'
 BJ5156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 89 AND U. S.
 BJ5156'HIGHWAY 90, GO SOUTHEAST ALONG U. S. HIGHWAY 90 FOR 1.1 MILES TO THE
 BJ5156'JUNCTION WITH STATE HIGHWAY 88.  THE STATION IS SET IN THE MEDIAN
 BJ5156'OF THE FLARE OF THE CROSS-OVER.
 BJ5156'
 BJ5156'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5156'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5156'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5156'STAMPED 23A003 1973.  IT IS 120 FEET WEST-SOUTHWEST OF THE CENTER
 BJ5156'OF THE NORTH BOUND LANE ON U. S. HIGHWAY 90, 35 FEET
 BJ5156'NORTH-NORTHEAST OF THE CENTER OF THE EAST BOUND LANE ON STATE
 BJ5156'HIGHWAY 88, 29 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE WEST
 BJ5156'BOUND LANE ON STATE HIGHWAY 88, AND 3 FEET EAST-SOUTHEAST OF A METAL
 BJ5156'WITNESS POST AND SIGN.
 BJ5156'
 BJ5156'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ5156
 BJ5156                          STATION RECOVERY (1995)
 BJ5156
 BJ5156'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5156'RECOVERED IN GOOD CONDITION.
 BJ5156
 BJ5156                          STATION RECOVERY (2004)
 BJ5156
 BJ5156'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BJ5156'MAJOR ROAD CONSTRUCTION IN AREA AND MARK COULD NOT BE FOUND AT THIS
 BJ5156'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0598 ***********************************************************************
 BJ0598  DESIGNATION -  23 ABLD
 BJ0598  PID         -  BJ0598
 BJ0598  STATE/COUNTY-  LA/IBERVILLE
 BJ0598  USGS QUAD   -  WHITE CASTLE (1992)
 BJ0598
 BJ0598                         *CURRENT SURVEY CONTROL
 BJ0598  ___________________________________________________________________
 BJ0598* NAD 83(1986)-  30 12 07.     (N)    091 10 11.     (W)     SCALED    
 BJ0598* NAVD 88     -         5.930  (meters)      19.46   (feet)  ADJUSTED  
 BJ0598  ___________________________________________________________________
 BJ0598  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ0598  DYNAMIC HT  -           5.922 (meters)      19.43  (feet)  COMP
 BJ0598  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BJ0598
 BJ0598  VERT ORDER  -  FIRST     CLASS I
 BJ0598
 BJ0598.The horizontal coordinates were scaled from a topographic map and have
 BJ0598.an estimated accuracy of +/- 6 seconds.
 BJ0598
 BJ0598.The orthometric height was determined by differential leveling
 BJ0598.and adjusted by the National Geodetic Survey in February 1994..
 BJ0598
 BJ0598.The geoid height was determined by GEOID03.
 BJ0598
 BJ0598.The dynamic height is computed by dividing the NAVD 88
 BJ0598.geopotential number by the normal gravity value computed on the
 BJ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0598.degrees latitude (g = 980.6199 gals.).
 BJ0598
 BJ0598.The modeled gravity was interpolated from observed gravity values.
 BJ0598
 BJ0598;                    North         East    Units  Estimated Accuracy
 BJ0598;SPC LA S     -   188,660.    1,015,750.      MT  (+/- 180 meters Scaled)
 BJ0598
 BJ0598                          SUPERSEDED SURVEY CONTROL
 BJ0598
 BJ0598  NGVD 29 (??/??/??)    5.956  (m)           19.54   (f) ADJUSTED    1 1
 BJ0598
 BJ0598.Superseded values are not recommended for survey control.
 BJ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0598.See file dsdata.txt to determine how the superseded data were derived.
 BJ0598
 BJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP761425(NAD 83)
 BJ0598_MARKER: Z = SEE DESCRIPTION
 BJ0598_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0598_SP_SET: 117 FT IRON PIPE
 BJ0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0598
 BJ0598  HISTORY     - Date     Condition        Report By
 BJ0598  HISTORY     - UNK      MONUMENTED       USE
 BJ0598  HISTORY     - 1976     GOOD             NGS
 BJ0598
 BJ0598                          STATION DESCRIPTION
 BJ0598
 BJ0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0598'0.3 MI SOUTH FROM BAYOU GOULA.
 BJ0598'0.3 MILE SOUTH ALONG STATE HIGHWAY 405 FROM THE JUNTION OF STATE
 BJ0598'HIGHWAY 69, AT THE JUNCTION OF A DRIVE LEADING WEST, 37 FT EAST OF THE
 BJ0598'CENTER LINE OF THE HIGHWAY, 88 FT SOUTH OF THE EXTENDED CENTER LINE OF
 BJ0598'THE DRIVE, 59 FT SOUTH OF THE SOUTH END OF A GATE, 7.0 FT EAST OF A
 BJ0598'FENCE, A 1-INCH IRON PIPE WITH A CAP DRIVEN TO A DEPTH OF 117 FT
 BJ0598'ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 115 FT WITH A 3-INCH
 BJ0598'SCREW CAP FOR ACCESS.  THE SCREW CAP IS ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5154 ***********************************************************************
 BJ5154  DESIGNATION -  23 B 001 LDH 1973
 BJ5154  PID         -  BJ5154
 BJ5154  STATE/COUNTY-  LA/IBERIA
 BJ5154  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5154
 BJ5154                         *CURRENT SURVEY CONTROL
 BJ5154  ___________________________________________________________________
 BJ5154* NAD 83(1992)-  30 01 51.32924(N)    091 55 09.98194(W)     ADJUSTED  
 BJ5154* NAVD 88     -         3.4  **(meters)      11.   **(feet)  VERTCON   
 BJ5154  **This station is located in a subsidence area (see below).
 BJ5154  ___________________________________________________________________
 BJ5154  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ5154  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ5154
 BJ5154  HORZ ORDER  -  SECOND
 BJ5154
 BJ5154.The horizontal coordinates were established by classical geodetic methods
 BJ5154.and adjusted by the National Geodetic Survey in January 1993..
 BJ5154
 BJ5154 ** The orthometric height has not been validated since last determined
 BJ5154 ** by differential leveling and should not be used for control purposes.
 BJ5154 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5154 ** area with valid NAVD 88 orthometric heights.
 BJ5154 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5154 ** epoch indicated which incorporates improved geoid heights for the
 BJ5154 ** Southern Louisiana Subsidence area.
 BJ5154 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5154.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5154
 BJ5154.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5154
 BJ5154.The geoid height was determined by GEOID03.
 BJ5154
 BJ5154;                    North         East     Units Scale Factor Converg.
 BJ5154;SPC LA S     -   169,838.825   943,470.782   MT  0.99992588   -0 17 35.0
 BJ5154;SPC LA S     -   557,212.88  3,095,370.39   sFT  0.99992588   -0 17 35.0
 BJ5154;UTM  15      - 3,322,703.805   604,188.344   MT  0.99973393   +0 32 27.0
 BJ5154
 BJ5154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5154!SPC LA S     -   1.00000370  x   0.99992588  =   0.99992958
 BJ5154!UTM  15      -   1.00000370  x   0.99973393  =   0.99973763
 BJ5154
 BJ5154:                Primary Azimuth Mark                     Grid Az
 BJ5154:SPC LA S     -  23 B 002 LDH 1973                        152 30 59.5
 BJ5154:UTM  15      -  23 B 002 LDH 1973                        151 40 57.5
 BJ5154
 BJ5154|---------------------------------------------------------------------|
 BJ5154| PID    Reference Object                     Distance      Geod. Az  |
 BJ5154|                                                           dddmmss.s |
 BJ5154| BJ5153 23 B 002 LDH 1973                   APPROX. 1.3 KM 1521324.5 |
 BJ5154|---------------------------------------------------------------------|
 BJ5154
 BJ5154                          SUPERSEDED SURVEY CONTROL
 BJ5154
 BJ5154  NAD 83(1986)-  30 01 51.34968(N)    091 55 09.97619(W) AD(       ) 2
 BJ5154  NAD 27      -  30 01 50.61757(N)    091 55 09.54983(W) AD(       ) 2
 BJ5154  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 BJ5154
 BJ5154.Superseded values are not recommended for survey control.
 BJ5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5154.See file dsdata.txt to determine how the superseded data were derived.
 BJ5154
 BJ5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0418822704(NAD 83)
 BJ5154_MARKER: DD = SURVEY DISK
 BJ5154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5154+STABILITY: SURFACE MOTION
 BJ5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5154+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 BJ5154
 BJ5154  HISTORY     - Date     Condition        Report By
 BJ5154  HISTORY     - 1973     MONUMENTED       LADH
 BJ5154  HISTORY     - 19950503 MARK NOT FOUND   USPSQD
 BJ5154  HISTORY     - 20060809 GOOD             LADTD
 BJ5154
 BJ5154                          STATION DESCRIPTION
 BJ5154
 BJ5154'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5154'THE STATION IS LOCATED 6 MILES SOUTHEAST OF YOUNGSVILLE, 4 MILES
 BJ5154'WEST-NORTHWEST OF NEW IBERIA, AND 7 MILES NORTHEAST OF DELCAMBRE, IN
 BJ5154'THE NORTHWEST QUARTER OF SECTION 1, T12S, R5E, AND ON THE PROPERTY
 BJ5154'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5154'
 BJ5154'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 89 AND U. S.
 BJ5154'HIGHWAY 90, GO SOUTHEAST ALONG U. S. HIGHWAY 90 FOR 2.5 MILES.  THE
 BJ5154'STATION IS SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR A METAL
 BJ5154'GATE AND A CULVERT.
 BJ5154'
 BJ5154'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5154'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5154'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5154'STAMPED 23B001 1973.  IT IS 104 FEET WEST OF THE CENTER OF THE
 BJ5154'SOUTH BOUND LANE ON U. S. HIGHWAY 90, 64 FEET WEST OF THE NORTH END
 BJ5154'OF A SIDE DRAIN, 18 FEET NORTH OF THE CENTER OF A METAL GATE, 4
 BJ5154'FEET EAST OF A FENCE, AND 4 FEET SOUTH OF A METAL WITNESS POST AND
 BJ5154'SIGN.
 BJ5154'
 BJ5154'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ5154
 BJ5154                          STATION RECOVERY (1995)
 BJ5154
 BJ5154'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5154'MARK NOT FOUND.
 BJ5154
 BJ5154                          STATION RECOVERY (2006)
 BJ5154
 BJ5154'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BJ5154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BJ5154'HIGHWAY 88 GO EAST FOR 1.5 MI ON HIGHWAY 90.  OMIT FROM DESCRIPTION
 BJ5154'THE DISTANCES FROM THE GATE AND FENCE.  ADD TO DESCRIPTION, 19 FT
 BJ5154'NORTH-NORTHWEST FROM THE CENTER OF A GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5153 ***********************************************************************
 BJ5153  DESIGNATION -  23 B 002 LDH 1973
 BJ5153  PID         -  BJ5153
 BJ5153  STATE/COUNTY-  LA/IBERIA
 BJ5153  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5153
 BJ5153                         *CURRENT SURVEY CONTROL
 BJ5153  ___________________________________________________________________
 BJ5153* NAD 83(1992)-  30 01 13.61179(N)    091 54 47.15310(W)     ADJUSTED  
 BJ5153* NAVD 88     -         3.4  **(meters)      11.   **(feet)  VERTCON   
 BJ5153  **This station is located in a subsidence area (see below).
 BJ5153  ___________________________________________________________________
 BJ5153  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5153  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ5153
 BJ5153  HORZ ORDER  -  SECOND
 BJ5153
 BJ5153.The horizontal coordinates were established by classical geodetic methods
 BJ5153.and adjusted by the National Geodetic Survey in January 1993..
 BJ5153
 BJ5153 ** The orthometric height has not been validated since last determined
 BJ5153 ** by differential leveling and should not be used for control purposes.
 BJ5153 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5153 ** area with valid NAVD 88 orthometric heights.
 BJ5153 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5153 ** epoch indicated which incorporates improved geoid heights for the
 BJ5153 ** Southern Louisiana Subsidence area.
 BJ5153 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5153
 BJ5153.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5153
 BJ5153.The geoid height was determined by GEOID03.
 BJ5153
 BJ5153;                    North         East     Units Scale Factor Converg.
 BJ5153;SPC LA S     -   168,674.401   944,076.516   MT  0.99992580   -0 17 23.6
 BJ5153;SPC LA S     -   553,392.60  3,097,357.70   sFT  0.99992580   -0 17 23.6
 BJ5153;UTM  15      - 3,321,548.540   604,810.840   MT  0.99973553   +0 32 37.8
 BJ5153
 BJ5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5153!SPC LA S     -   1.00000370  x   0.99992580  =   0.99992950
 BJ5153!UTM  15      -   1.00000370  x   0.99973553  =   0.99973922
 BJ5153
 BJ5153:                Primary Azimuth Mark                     Grid Az
 BJ5153:SPC LA S     -  23 B 003 LDH 1973                        129 08 44.3
 BJ5153:UTM  15      -  23 B 003 LDH 1973                        128 18 42.9
 BJ5153
 BJ5153|---------------------------------------------------------------------|
 BJ5153| PID    Reference Object                     Distance      Geod. Az  |
 BJ5153|                                                           dddmmss.s |
 BJ5153| BJ5152 23 B 003 LDH 1973                   APPROX. 0.8 KM 1285120.7 |
 BJ5153|---------------------------------------------------------------------|
 BJ5153
 BJ5153                          SUPERSEDED SURVEY CONTROL
 BJ5153
 BJ5153  NAD 83(1986)-  30 01 13.63228(N)    091 54 47.14734(W) AD(       ) 2
 BJ5153  NAD 27      -  30 01 12.89894(N)    091 54 46.72089(W) AD(       ) 2
 BJ5153  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 BJ5153
 BJ5153.Superseded values are not recommended for survey control.
 BJ5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5153.See file dsdata.txt to determine how the superseded data were derived.
 BJ5153
 BJ5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0481121549(NAD 83)
 BJ5153_MARKER: DD = SURVEY DISK
 BJ5153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5153+STABILITY: SURFACE MOTION
 BJ5153
 BJ5153  HISTORY     - Date     Condition        Report By
 BJ5153  HISTORY     - 1973     MONUMENTED       LADH
 BJ5153  HISTORY     - 20060809 MARK NOT FOUND   LADTD
 BJ5153
 BJ5153                          STATION DESCRIPTION
 BJ5153
 BJ5153'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5153'THE STATION IS LOCATED 5.5 MILES WEST-NORTHWEST OF NEW IBERIA, 6.5
 BJ5153'MILES SOUTHEAST OF YOUNGSVILLE, AND 6.5 MILES NORTHEAST OF
 BJ5153'DELCAMBRE, IN THE NORTHEAST QUARTER OF SECTION 44, T12S, R5E, AND ON
 BJ5153'THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5153'
 BJ5153'TO REACH THE STATION FROM STATE HIGHWAY 675 INTERCHANGE ON U. S.
 BJ5153'HIGHWAY 90, GO NORTHWEST ALONG U. S. HIGHWAY 90 FOR 2 MILES.  THE
 BJ5153'STATION IS SET ON THE LEFT AND SOUTHWEST OF THE HIGHWAY NEAR A
 BJ5153'FENCE AND A CULVERT.
 BJ5153'
 BJ5153'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5153'U. S. COAST AND GEODETIC SOURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5153'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5153'STAMPED 23B002 1973.  IT IS 104 FEET WEST OF THE CENTER OF THE
 BJ5153'SOUTH BOUND LANE ON U. S. HIGHWAY 90, 85 FEET NORHTWEST OF THE
 BJ5153'NORTH END OF A SIDE DRAIN, 66 FEET NORTH OF THE CENTER OF A DIRT
 BJ5153'FIELD ROAD, 3.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 3
 BJ5153'FEET EAST OF A FENCE.
 BJ5153'
 BJ5153'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ5153
 BJ5153                          STATION RECOVERY (2006)
 BJ5153
 BJ5153'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BJ5153'PERSUMED DESTROYED, A ROUND CONCRETE MONUMENT WAS FOUND LAYING ON TOP
 BJ5153'OF THE GROUND IN THE AREA WITH THE DISK SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5152 ***********************************************************************
 BJ5152  DESIGNATION -  23 B 003 LDH 1973
 BJ5152  PID         -  BJ5152
 BJ5152  STATE/COUNTY-  LA/IBERIA
 BJ5152  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5152
 BJ5152                         *CURRENT SURVEY CONTROL
 BJ5152  ___________________________________________________________________
 BJ5152* NAD 83(1992)-  30 00 56.30361(N)    091 54 22.46703(W)     ADJUSTED  
 BJ5152* NAVD 88     -         3.0  **(meters)      10.   **(feet)  VERTCON   
 BJ5152  **This station is located in a subsidence area (see below).
 BJ5152  ___________________________________________________________________
 BJ5152  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5152  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ5152
 BJ5152  HORZ ORDER  -  SECOND
 BJ5152
 BJ5152.The horizontal coordinates were established by classical geodetic methods
 BJ5152.and adjusted by the National Geodetic Survey in January 1993..
 BJ5152
 BJ5152 ** The orthometric height has not been validated since last determined
 BJ5152 ** by differential leveling and should not be used for control purposes.
 BJ5152 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5152 ** area with valid NAVD 88 orthometric heights.
 BJ5152 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5152 ** epoch indicated which incorporates improved geoid heights for the
 BJ5152 ** Southern Louisiana Subsidence area.
 BJ5152 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5152
 BJ5152.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5152
 BJ5152.The geoid height was determined by GEOID03.
 BJ5152
 BJ5152;                    North         East     Units Scale Factor Converg.
 BJ5152;SPC LA S     -   168,138.160   944,735.288   MT  0.99992578   -0 17 11.3
 BJ5152;SPC LA S     -   551,633.28  3,099,519.02   sFT  0.99992578   -0 17 11.3
 BJ5152;UTM  15      - 3,321,022.040   605,477.218   MT  0.99973726   +0 32 49.9
 BJ5152
 BJ5152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5152!SPC LA S     -   1.00000376  x   0.99992578  =   0.99992954
 BJ5152!UTM  15      -   1.00000376  x   0.99973726  =   0.99974101
 BJ5152
 BJ5152:                Primary Azimuth Mark                     Grid Az
 BJ5152:SPC LA S     -  23 B 004 LDH 1973                        121 24 45.2
 BJ5152:UTM  15      -  23 B 004 LDH 1973                        120 34 44.0
 BJ5152
 BJ5152|---------------------------------------------------------------------|
 BJ5152| PID    Reference Object                     Distance      Geod. Az  |
 BJ5152|                                                           dddmmss.s |
 BJ5152| BJ5151 23 B 004 LDH 1973                   APPROX. 1.6 KM 1210733.9 |
 BJ5152|---------------------------------------------------------------------|
 BJ5152
 BJ5152                          SUPERSEDED SURVEY CONTROL
 BJ5152
 BJ5152  NAD 83(1986)-  30 00 56.32415(N)    091 54 22.46131(W) AD(       ) 2
 BJ5152  NAD 27      -  30 00 55.59052(N)    091 54 22.03501(W) AD(       ) 2
 BJ5152  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 BJ5152
 BJ5152.Superseded values are not recommended for survey control.
 BJ5152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5152.See file dsdata.txt to determine how the superseded data were derived.
 BJ5152
 BJ5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0547721022(NAD 83)
 BJ5152_MARKER: DD = SURVEY DISK
 BJ5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5152+STABILITY: SURFACE MOTION
 BJ5152
 BJ5152  HISTORY     - Date     Condition        Report By
 BJ5152  HISTORY     - 1973     MONUMENTED       LADH
 BJ5152
 BJ5152                          STATION DESCRIPTION
 BJ5152
 BJ5152'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5152'THE STATION IS LOCATED 5.5 MILES WEST-NORTHWEST OF NEW IBERIA, 5
 BJ5152'MILES EAST OF CADE, AND 6.5 MILES NORTHEAST OF DELCAMBRE, IN THE
 BJ5152'NORTHWEST QUARTER OF SECTION 12, T12S, R5E, AND ON THE PROPERTY
 BJ5152'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5152'
 BJ5152'TO REACH THE STATION FROM THE U. S. HIGHWAY 90 AND STATE HIGHWAY 675
 BJ5152'INTERCHANGE JUST WEST OF NEW IBERIA, GO NORTHWEST ALONG U. S.
 BJ5152'HIGHWAY 90 FOR 1.70 MILES.  THE STATION IS SET ON THE LEFT AND
 BJ5152'SOUTHWEST OF THE HIGHWAY NEAR A SIDE DRAIN AND A FIELD ROAD.
 BJ5152'
 BJ5152'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5152'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5152'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5152'STAMPED 23B003 1973.  IT IS 62 FEET NORTHEAST OF THE CENTER OF A
 BJ5152'METAL GATE, 46 FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH
 BJ5152'BOUND LANE ON U. S. HIGHWAY 90, 11 FEET SOUTHEAST OF THE CENTER OF
 BJ5152'A FIELD ROAD, 8 FEET WEST OF THE SOUTH END OF A CONCRETE SIDE
 BJ5152'DRAIN, AND 3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 BJ5152'SIGN.
 BJ5152'
 BJ5152'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5151 ***********************************************************************
 BJ5151  DESIGNATION -  23 B 004 LDH 1973
 BJ5151  PID         -  BJ5151
 BJ5151  STATE/COUNTY-  LA/IBERIA
 BJ5151  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5151
 BJ5151                         *CURRENT SURVEY CONTROL
 BJ5151  ___________________________________________________________________
 BJ5151* NAD 83(1992)-  30 00 29.76388(N)    091 53 31.97384(W)     ADJUSTED  
 BJ5151* NAVD 88     -        11.2  **(meters)      37.   **(feet)  VERTCON   
 BJ5151  **This station is located in a subsidence area (see below).
 BJ5151  ___________________________________________________________________
 BJ5151  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5151  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ5151
 BJ5151  HORZ ORDER  -  SECOND
 BJ5151
 BJ5151.The horizontal coordinates were established by classical geodetic methods
 BJ5151.and adjusted by the National Geodetic Survey in January 1993..
 BJ5151
 BJ5151 ** The orthometric height has not been validated since last determined
 BJ5151 ** by differential leveling and should not be used for control purposes.
 BJ5151 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5151 ** area with valid NAVD 88 orthometric heights.
 BJ5151 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5151 ** epoch indicated which incorporates improved geoid heights for the
 BJ5151 ** Southern Louisiana Subsidence area.
 BJ5151 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5151
 BJ5151.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5151
 BJ5151.The geoid height was determined by GEOID03.
 BJ5151
 BJ5151;                    North         East     Units Scale Factor Converg.
 BJ5151;SPC LA S     -   167,314.326   946,084.279   MT  0.99992575   -0 16 46.0
 BJ5151;SPC LA S     -   548,930.42  3,103,944.84   sFT  0.99992575   -0 16 46.0
 BJ5151;UTM  15      - 3,320,218.070   606,837.798   MT  0.99974082   +0 33 14.7
 BJ5151
 BJ5151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5151!SPC LA S     -   1.00000246  x   0.99992575  =   0.99992821
 BJ5151!UTM  15      -   1.00000246  x   0.99974082  =   0.99974328
 BJ5151
 BJ5151                          SUPERSEDED SURVEY CONTROL
 BJ5151
 BJ5151  NAD 83(1986)-  30 00 29.78445(N)    091 53 31.96810(W) AD(       ) 2
 BJ5151  NAD 27      -  30 00 29.05067(N)    091 53 31.54223(W) AD(       ) 2
 BJ5151  NGVD 29 (07/19/86)   11.2    (m)           37.     (f) VERT ANG       
 BJ5151
 BJ5151.Superseded values are not recommended for survey control.
 BJ5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5151.See file dsdata.txt to determine how the superseded data were derived.
 BJ5151
 BJ5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0683820218(NAD 83)
 BJ5151_MARKER: DD = SURVEY DISK
 BJ5151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5151+STABILITY: SURFACE MOTION
 BJ5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5151+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 BJ5151
 BJ5151  HISTORY     - Date     Condition        Report By
 BJ5151  HISTORY     - 1973     MONUMENTED       LADH
 BJ5151  HISTORY     - 20060809 GOOD             LADTD
 BJ5151
 BJ5151                          STATION DESCRIPTION
 BJ5151
 BJ5151'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5151'THE STATION IS LOCATED 4.5 MILES WEST OF NEW IBERIA, 4 MILES SOUTH
 BJ5151'OF BURKE, AND 7 MILES NORTHEAST OF DELCAMBRE, IN THE NORTHEAST
 BJ5151'QUARTER OF SECTION 84, T12S, R6E, AND ON THE PROPERTY OWNED BY THE
 BJ5151'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5151'
 BJ5151'TO REACH THE STATION FROM THE JUNCTION AT STATE HIGHWAY 675 AND
 BJ5151'U. S. HIGHWAY 90 JUST WEST OF NEW IBERIA, GO NORTHWEST ALONG U. S.
 BJ5151'HIGHWAY 90 FOR 0.6 MILE.  THE STATION IS SET ON THE LEFT AND WEST
 BJ5151'OF THE HIGHWAY NEAR THE NORTHWEST CORNER OF A BRIDGE OVER A
 BJ5151'RAILROAD ON THE SOUTH BOUND LANE OF U. S. HIGHWAY 90.
 BJ5151'
 BJ5151'THE STATION MARK IS A STANDRD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5151'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5151'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5151'STAMPED 23B004 1973.  IT IS 113 FEET SOUTHEAST OF THE NORTH END OF
 BJ5151'A METAL GUARD RAIL, 26 FEET SOUTHWEST OF THE CENTER OF THE SOUTH
 BJ5151'BOUND LANE ON U. S. HIGHWAY 90, 10 FEET WEST OF THE NORTHWEST
 BJ5151'CORNER OF THE BRIDGE OVER A RAILROAD, AND 3.5 FEET SOUTHEAST OF
 BJ5151'METAL WITNESS POST AND SIGN.
 BJ5151'
 BJ5151'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ5151
 BJ5151                          STATION RECOVERY (2006)
 BJ5151
 BJ5151'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BJ5151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5150 ***********************************************************************
 BJ5150  DESIGNATION -  23 B 005 LDH 1973
 BJ5150  PID         -  BJ5150
 BJ5150  STATE/COUNTY-  LA/IBERIA
 BJ5150  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5150
 BJ5150                         *CURRENT SURVEY CONTROL
 BJ5150  ___________________________________________________________________
 BJ5150* NAD 83(1992)-  30 00 10.02089(N)    091 52 59.41127(W)     ADJUSTED  
 BJ5150* NAVD 88     -         5.1  **(meters)      17.   **(feet)  VERTCON   
 BJ5150  **This station is located in a subsidence area (see below).
 BJ5150  ___________________________________________________________________
 BJ5150  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5150  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BJ5150
 BJ5150  HORZ ORDER  -  SECOND
 BJ5150
 BJ5150.The horizontal coordinates were established by classical geodetic methods
 BJ5150.and adjusted by the National Geodetic Survey in January 1993..
 BJ5150
 BJ5150 ** The orthometric height has not been validated since last determined
 BJ5150 ** by differential leveling and should not be used for control purposes.
 BJ5150 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5150 ** area with valid NAVD 88 orthometric heights.
 BJ5150 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5150 ** epoch indicated which incorporates improved geoid heights for the
 BJ5150 ** Southern Louisiana Subsidence area.
 BJ5150 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5150
 BJ5150.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5150
 BJ5150.The geoid height was determined by GEOID03.
 BJ5150
 BJ5150;                    North         East     Units Scale Factor Converg.
 BJ5150;SPC LA S     -   166,702.224   946,953.948   MT  0.99992575   -0 16 29.7
 BJ5150;SPC LA S     -   546,922.21  3,106,798.08   sFT  0.99992575   -0 16 29.7
 BJ5150;UTM  15      - 3,319,618.792   607,716.118   MT  0.99974315   +0 33 30.7
 BJ5150
 BJ5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5150!SPC LA S     -   1.00000342  x   0.99992575  =   0.99992917
 BJ5150!UTM  15      -   1.00000342  x   0.99974315  =   0.99974657
 BJ5150
 BJ5150:                Primary Azimuth Mark                     Grid Az
 BJ5150:SPC LA S     -  23 V 17                                  132 54 19.6
 BJ5150:UTM  15      -  23 V 17                                  132 04 19.2
 BJ5150
 BJ5150|---------------------------------------------------------------------|
 BJ5150| PID    Reference Object                     Distance      Geod. Az  |
 BJ5150|                                                           dddmmss.s |
 BJ5150| AU1885 23 V 17                             APPROX. 1.0 KM 1323749.9 |
 BJ5150|---------------------------------------------------------------------|
 BJ5150
 BJ5150                          SUPERSEDED SURVEY CONTROL
 BJ5150
 BJ5150  NAD 83(1986)-  30 00 10.04151(N)    091 52 59.40557(W) AD(       ) 2
 BJ5150  NAD 27      -  30 00 09.30757(N)    091 52 58.97997(W) AD(       ) 2
 BJ5150  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 BJ5150
 BJ5150.Superseded values are not recommended for survey control.
 BJ5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5150.See file dsdata.txt to determine how the superseded data were derived.
 BJ5150
 BJ5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0771619619(NAD 83)
 BJ5150_MARKER: DD = SURVEY DISK
 BJ5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5150+STABILITY: SURFACE MOTION
 BJ5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5150+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 BJ5150
 BJ5150  HISTORY     - Date     Condition        Report By
 BJ5150  HISTORY     - 1973     MONUMENTED       LADH
 BJ5150  HISTORY     - 20060809 GOOD             LADTD
 BJ5150
 BJ5150                          STATION DESCRIPTION
 BJ5150
 BJ5150'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5150'THE STATION IS LOCATED 4 MILES WEST OF NEW IBERIA, 4 MILES SOUTH OF
 BJ5150'BURKE, AND 7 MILES NORTHEAST OF DELCAMBRE, IN T12S, R6E, AND ON THE
 BJ5150'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5150'
 BJ5150'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 90 AND
 BJ5150'STATE HIGHWAY 14 JUST WEST OF NEW IBERIA, GO NORTHWEST ALONG U.S.
 BJ5150'HIGHWAY 90 FOR 1.9 MILES TO THE JUNCTION WITH STATE HIGHWAY 675.
 BJ5150'THE STATION IS SET IN THE MEDIAN OF THE FLAIR BETWEEN THE TWO
 BJ5150'LANES OF HIGHWAY 675.
 BJ5150'
 BJ5150'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5150'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5150'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5150'STAMPED 23B005 1973.  IT IS 333 FEET WEST OF THE CENTER OF THE
 BJ5150'NORTH BOUND LANE ON U.S. HIGHWAY 90, 233 FEET EAST OF THE CENTER OF
 BJ5150'THE SOUTH BOUND LANE ON U.S. HIGHWAY 90, 37 FEET SOUTH OF THE
 BJ5150'CENTER OF THE WEST BOUND LANE ON STATE HIGHWAY 675, 27 FEET NORTH
 BJ5150'OF THE CENTER OF THE EAST BOUND LANE ON STATE HIGHWAY 675, AND 3.5
 BJ5150'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BJ5150'
 BJ5150'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ5150
 BJ5150                          STATION RECOVERY (2006)
 BJ5150
 BJ5150'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BJ5150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0069 ***********************************************************************
 BJ0069  DESIGNATION -  23 BOLT
 BJ0069  PID         -  BJ0069
 BJ0069  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0069  USGS QUAD   -  PORT HUDSON (1994)
 BJ0069
 BJ0069                         *CURRENT SURVEY CONTROL
 BJ0069  ___________________________________________________________________
 BJ0069* NAD 83(1986)-  30 44 21.     (N)    091 22 15.     (W)     SCALED    
 BJ0069* NAVD 88     -        10.701  (meters)      35.11   (feet)  ADJUSTED  
 BJ0069  ___________________________________________________________________
 BJ0069  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0069  DYNAMIC HT  -          10.688 (meters)      35.07  (feet)  COMP
 BJ0069  MODELED GRAV-     979,359.4   (mgal)                       NAVD 88
 BJ0069
 BJ0069  VERT ORDER  -  FIRST     CLASS I
 BJ0069
 BJ0069.The horizontal coordinates were scaled from a topographic map and have
 BJ0069.an estimated accuracy of +/- 6 seconds.
 BJ0069
 BJ0069.The orthometric height was determined by differential leveling
 BJ0069.and adjusted by the National Geodetic Survey in February 1994..
 BJ0069
 BJ0069.The geoid height was determined by GEOID03.
 BJ0069
 BJ0069.The dynamic height is computed by dividing the NAVD 88
 BJ0069.geopotential number by the normal gravity value computed on the
 BJ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0069.degrees latitude (g = 980.6199 gals.).
 BJ0069
 BJ0069.The modeled gravity was interpolated from observed gravity values.
 BJ0069
 BJ0069;                    North         East    Units  Estimated Accuracy
 BJ0069;SPC LA S     -   248,210.      996,410.      MT  (+/- 180 meters Scaled)
 BJ0069
 BJ0069                          SUPERSEDED SURVEY CONTROL
 BJ0069
 BJ0069  NAVD 88 (06/15/91)   10.737  (m)           35.23   (f) UNKNOWN     1 1
 BJ0069  NGVD 29 (??/??/??)   10.695  (m)           35.09   (f) ADJUSTED    1 1
 BJ0069
 BJ0069.Superseded values are not recommended for survey control.
 BJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0069.See file dsdata.txt to determine how the superseded data were derived.
 BJ0069
 BJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ559018(NAD 83)
 BJ0069_MARKER: B = BOLT
 BJ0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0069_STAMPING: PBM 23 1929
 BJ0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0069
 BJ0069  HISTORY     - Date     Condition        Report By
 BJ0069  HISTORY     - 1929     MONUMENTED       DOD
 BJ0069  HISTORY     - 1964     GOOD             CGS
 BJ0069  HISTORY     - 1976     GOOD             NGS
 BJ0069
 BJ0069                          STATION DESCRIPTION
 BJ0069
 BJ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0069'6.8 MI NE FROM NEW ROADS.
 BJ0069'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0069'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ0069'STATE HIGHWAY 10, THENCE 1.9 MILES EAST ALONG GRAVELED STATE ROAD 981,
 BJ0069'ABOUT 0.15 MILE WEST OF 2 LARGE PECAN TREES IN THE ROAD RIGHT-OF-WAY,
 BJ0069'89 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 55 FEET EAST OF THE
 BJ0069'EAST CORNER OF A PORCH ON THE NORTHEAST SIDE OF A FRAME HOUSE, 10 FEET
 BJ0069'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 8 FEET SOUTHWEST
 BJ0069'OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, A COPPER BOLT
 BJ0069'SET IN CONCRETE ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO
 BJ0069'WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1
 BJ0069'FOOT ABOVE THE GROUND.
 BJ0069
 BJ0069                          STATION RECOVERY (1976)
 BJ0069
 BJ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0069'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0069'HIGHWAY 420, THENCE 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 981,
 BJ0069'89.5 FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FT SOUTHEAST
 BJ0069'OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTHWEST TO A HOUSE 57.1
 BJ0069'FT EAST OF THE EAST CORNER OF A SMALL HOUSE, 14.5 FT WEST OF A T
 BJ0069'FENCE JUNCTION, A COPPER BOLT SET IN CONCRETE ABOUT 3 FT BELOW LEVEL
 BJ0069'OF GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WITH
 BJ0069'CAP THAT PROJECTS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2383 ***********************************************************************
 BJ2383  DESIGNATION -  23 BOLT
 BJ2383  PID         -  BJ2383
 BJ2383  STATE/COUNTY-  LA/ST MARTIN
 BJ2383  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2383
 BJ2383                         *CURRENT SURVEY CONTROL
 BJ2383  ___________________________________________________________________
 BJ2383* NAD 83(1986)-  30 17 06.     (N)    091 41 04.     (W)     SCALED    
 BJ2383* NAVD 88     -         3.29   (+/-2cm)      10.8    (feet)  VERTCON   
 BJ2383  ___________________________________________________________________
 BJ2383  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2383
 BJ2383  VERT ORDER  -  ? (See Below)
 BJ2383
 BJ2383.The horizontal coordinates were scaled from a topographic map and have
 BJ2383.an estimated accuracy of +/- 6 seconds.
 BJ2383
 BJ2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2383.The vertical order pertains to the NGVD 29 superseded value.
 BJ2383
 BJ2383.The geoid height was determined by GEOID03.
 BJ2383
 BJ2383;                    North         East    Units  Estimated Accuracy
 BJ2383;SPC LA S     -   197,910.      966,220.      MT  (+/- 180 meters Scaled)
 BJ2383
 BJ2383                          SUPERSEDED SURVEY CONTROL
 BJ2383
 BJ2383  NGVD 29 (??/??/??)    3.293  (m)           10.80   (f) ADJUSTED    ?  
 BJ2383
 BJ2383.Superseded values are not recommended for survey control.
 BJ2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2383.See file dsdata.txt to determine how the superseded data were derived.
 BJ2383
 BJ2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP265510(NAD 83)
 BJ2383_MARKER: B = BOLT
 BJ2383_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2383_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2383
 BJ2383  HISTORY     - Date     Condition        Report By
 BJ2383  HISTORY     - UNK      MONUMENTED       DOD
 BJ2383  HISTORY     - 1933     GOOD             DOD
 BJ2383  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2383
 BJ2383                          STATION DESCRIPTION
 BJ2383
 BJ2383'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2383'IN BUTTE LA ROSE.
 BJ2383'AT BUTTE LA ROSE, SAINT MARTIN PARISH, ON THE EAST BANK OF ATCHAFALAYA
 BJ2383'RIVER, AT THE JUNCTION OF BUTTE LA ROSE BAY, AMONGST SMALL TIMBER,
 BJ2383'ABOUT 820 FEET NORTHEAST OF THE BENOIT STORE, ABOUT 360 FEET NORTH OF
 BJ2383'THE RIVER BANK, AND NEAR A 3-INCH IRON PIPE PROJECTING ABOUT 6 FEET
 BJ2383'ABOVE GROUND.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET
 BJ2383'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 BJ2383'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2383
 BJ2383                          STATION RECOVERY (1968)
 BJ2383
 BJ2383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2609 ***********************************************************************
 AU2609  DESIGNATION -  23 C 001 LDH 1973
 AU2609  PID         -  AU2609
 AU2609  STATE/COUNTY-  LA/IBERIA
 AU2609  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2609
 AU2609                         *CURRENT SURVEY CONTROL
 AU2609  ___________________________________________________________________
 AU2609* NAD 83(1992)-  29 59 08.18480(N)    091 51 34.97832(W)     ADJUSTED  
 AU2609* NAVD 88     -        10.2  **(meters)      33.   **(feet)  VERTCON   
 AU2609  **This station is located in a subsidence area (see below).
 AU2609  ___________________________________________________________________
 AU2609  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU2609  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AU2609
 AU2609  HORZ ORDER  -  SECOND
 AU2609
 AU2609.The horizontal coordinates were established by classical geodetic methods
 AU2609.and adjusted by the National Geodetic Survey in January 1993..
 AU2609
 AU2609 ** The orthometric height has not been validated since last determined
 AU2609 ** by differential leveling and should not be used for control purposes.
 AU2609 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2609 ** area with valid NAVD 88 orthometric heights.
 AU2609 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2609 ** epoch indicated which incorporates improved geoid heights for the
 AU2609 ** Southern Louisiana Subsidence area.
 AU2609 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2609
 AU2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2609
 AU2609.The geoid height was determined by GEOID03.
 AU2609
 AU2609;                    North         East     Units Scale Factor Converg.
 AU2609;SPC LA S     -   164,787.683   949,207.896   MT  0.99992578   -0 15 47.5
 AU2609;SPC LA S     -   540,640.92  3,114,192.91   sFT  0.99992578   -0 15 47.5
 AU2609;UTM  15      - 3,317,737.572   609,997.262   MT  0.99974928   +0 34 11.8
 AU2609
 AU2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2609!SPC LA S     -   1.00000261  x   0.99992578  =   0.99992839
 AU2609!UTM  15      -   1.00000261  x   0.99974928  =   0.99975189
 AU2609
 AU2609:                Primary Azimuth Mark                     Grid Az
 AU2609:SPC LA S     -  23 V 17                                  309 00 19.7
 AU2609:UTM  15      -  23 V 17                                  308 10 20.4
 AU2609
 AU2609|---------------------------------------------------------------------|
 AU2609| PID    Reference Object                     Distance      Geod. Az  |
 AU2609|                                                           dddmmss.s |
 AU2609| AU1885 23 V 17                             APPROX. 1.9 KM 3084432.2 |
 AU2609|---------------------------------------------------------------------|
 AU2609
 AU2609                          SUPERSEDED SURVEY CONTROL
 AU2609
 AU2609  NAD 83(1986)-  29 59 08.20553(N)    091 51 34.97262(W) AD(       ) 2
 AU2609  NAD 27      -  29 59 07.47034(N)    091 51 34.54775(W) AD(       ) 2
 AU2609  NGVD 29 (07/19/86)   10.2    (m)           33.     (f) VERT ANG       
 AU2609
 AU2609.Superseded values are not recommended for survey control.
 AU2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2609.See file dsdata.txt to determine how the superseded data were derived.
 AU2609
 AU2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0999717738(NAD 83)
 AU2609_MARKER: DD = SURVEY DISK
 AU2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2609+STABILITY: SURFACE MOTION
 AU2609
 AU2609  HISTORY     - Date     Condition        Report By
 AU2609  HISTORY     - 1973     MONUMENTED       LADH
 AU2609
 AU2609                          STATION DESCRIPTION
 AU2609
 AU2609'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2609'THE STATION IS LOCATED 3 MILES WEST-SOUTHWEST OF NEW IBERIA, 5 MILES
 AU2609'SOUTH OF BURKE, AND 8 MILES EAST-NORTHEAST OF DELCAMBRE, IN THE
 AU2609'NORTHEAST QUARTER OF SECTION 21, T12S, R6E, AND ON THE PROPERTY
 AU2609'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2609'
 AU2609'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND 83 IN
 AU2609'WEST NEW IBERIA, GO WEST ALONG STATE HIGHWAY 14 FOR 1.0 MILE TO THE
 AU2609'INTERCHANGE ON U.S. HIGHWAY 90.  THE STATION IS SET NEAR THE
 AU2609'NORTHEAST CORNER OF THE OVERPASS ON THE NORTH BOUND LANE OF U.S.
 AU2609'HIGHWAY 90.
 AU2609'
 AU2609'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2609'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2609'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2609'STAMPED 23C001 1973.  IT IS 124 FEET NORTHWEST OF THE CENTER OF
 AU2609'STATE HIGHWAY 14, 27 FEET EAST-NORTHEAST OF THE CENTER OF THE
 AU2609'NORTH BOUND LANE ON U.S. HIGHWAY 90, 11 FEET NORTH OF THE
 AU2609'NORTHEAST CORNER OF THE OVERPASS ON TEH NORTH BOUND LANE ON U.S.
 AU2609'HIGHWAY 90, AND 4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST
 AU2609'AND SIGN.
 AU2609'
 AU2609'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2608 ***********************************************************************
 AU2608  DESIGNATION -  23 C 002 LDH 1973
 AU2608  PID         -  AU2608
 AU2608  STATE/COUNTY-  LA/IBERIA
 AU2608  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2608
 AU2608                         *CURRENT SURVEY CONTROL
 AU2608  ___________________________________________________________________
 AU2608* NAD 83(1992)-  29 58 41.53362(N)    091 50 59.56764(W)     ADJUSTED  
 AU2608* NAVD 88     -         9.9  **(meters)      32.   **(feet)  VERTCON   
 AU2608  **This station is located in a subsidence area (see below).
 AU2608  ___________________________________________________________________
 AU2608  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU2608  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AU2608
 AU2608  HORZ ORDER  -  SECOND
 AU2608
 AU2608.The horizontal coordinates were established by classical geodetic methods
 AU2608.and adjusted by the National Geodetic Survey in January 1993..
 AU2608
 AU2608 ** The orthometric height has not been validated since last determined
 AU2608 ** by differential leveling and should not be used for control purposes.
 AU2608 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2608 ** area with valid NAVD 88 orthometric heights.
 AU2608 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2608 ** epoch indicated which incorporates improved geoid heights for the
 AU2608 ** Southern Louisiana Subsidence area.
 AU2608 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2608
 AU2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2608
 AU2608.The geoid height was determined by GEOID03.
 AU2608
 AU2608;                    North         East     Units Scale Factor Converg.
 AU2608;SPC LA S     -   163,962.783   950,153.322   MT  0.99992582   -0 15 29.8
 AU2608;SPC LA S     -   537,934.56  3,117,294.69   sFT  0.99992582   -0 15 29.8
 AU2608;UTM  15      - 3,316,926.647   610,954.413   MT  0.99975189   +0 34 29.1
 AU2608
 AU2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2608!SPC LA S     -   1.00000265  x   0.99992582  =   0.99992847
 AU2608!UTM  15      -   1.00000265  x   0.99975189  =   0.99975454
 AU2608
 AU2608:                Primary Azimuth Mark                     Grid Az
 AU2608:SPC LA S     -  NEW IBERIA WEST MUN TANK                 019 54 10.9
 AU2608:UTM  15      -  NEW IBERIA WEST MUN TANK                 019 04 12.0
 AU2608
 AU2608|---------------------------------------------------------------------|
 AU2608| PID    Reference Object                     Distance      Geod. Az  |
 AU2608|                                                           dddmmss.s |
 AU2608| BJ5147 NEW IBERIA WEST MUN TANK            APPROX. 4.2 KM 0193841.1 |
 AU2608| AU2609 23 C 001 LDH 1973                   APPROX. 1.3 KM 3105049.1 |
 AU2608|---------------------------------------------------------------------|
 AU2608
 AU2608                          SUPERSEDED SURVEY CONTROL
 AU2608
 AU2608  NAD 83(1986)-  29 58 41.55440(N)    091 50 59.56196(W) AD(       ) 2
 AU2608  NAD 27      -  29 58 40.81849(N)    091 50 59.13729(W) AD(       ) 2
 AU2608  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG       
 AU2608
 AU2608.Superseded values are not recommended for survey control.
 AU2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2608.See file dsdata.txt to determine how the superseded data were derived.
 AU2608
 AU2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1095416927(NAD 83)
 AU2608_MARKER: DD = SURVEY DISK
 AU2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2608+STABILITY: SURFACE MOTION
 AU2608
 AU2608  HISTORY     - Date     Condition        Report By
 AU2608  HISTORY     - 1973     MONUMENTED       LADH
 AU2608
 AU2608                          STATION DESCRIPTION
 AU2608
 AU2608'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2608'THE STATION IS LOCATED 3 MILES SOUTHWEST OF NEW IBERIA, 12 MILES
 AU2608'NORTHWEST OF JEANERETTE, AND 8 MILES EAST-NORTHEAST OF DELCAMBRE,
 AU2608'IN THE NORTHWEST QUARTER OF SECTION 27, T12S, R6E, AND ON THE
 AU2608'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2608'
 AU2608'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 90 AND
 AU2608'STATE HIGHWAY 14, GO SOUTHEAST ALONG U.S. HIGHWAY 90 FOR 0.7 MILE.
 AU2608'THE STATION IS SET NEAR THE SOUTHEAST CORNER OF AN OVERPASS ON THE
 AU2608'NORTH BOUND LANE OF U.S. HIGHWAY 90.
 AU2608'
 AU2608'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S.
 AU2608'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2608'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2608'STAMPED 23C002 1973.  IT IS 124 FEET NORTHEAST OF THE SOUTH END OF
 AU2608'A METAL GUARD RAIL, 19 FEET NORTHEAST OF THE CENTER OF THE NORTH
 AU2608'BOUND LANE ON U.S. HIGHWAY 90, 4 FEET NORTHWEST OF A METAL
 AU2608'WITNESS POST AND SIGN, AND 2.5 FEET EAST OF THE SOUTHEAST CORNER
 AU2608'OF AN OVERPASS.
 AU2608'
 AU2608'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2607 ***********************************************************************
 AU2607  DESIGNATION -  23 C 003 LDH 1973
 AU2607  PID         -  AU2607
 AU2607  STATE/COUNTY-  LA/IBERIA
 AU2607  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2607
 AU2607                         *CURRENT SURVEY CONTROL
 AU2607  ___________________________________________________________________
 AU2607* NAD 83(1992)-  29 58 11.21124(N)    091 50 22.79246(W)     ADJUSTED  
 AU2607* NAVD 88     -         3.5  **(meters)      11.   **(feet)  VERTCON   
 AU2607  **This station is located in a subsidence area (see below).
 AU2607  ___________________________________________________________________
 AU2607  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU2607  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AU2607
 AU2607  HORZ ORDER  -  SECOND
 AU2607
 AU2607.The horizontal coordinates were established by classical geodetic methods
 AU2607.and adjusted by the National Geodetic Survey in January 1993..
 AU2607
 AU2607 ** The orthometric height has not been validated since last determined
 AU2607 ** by differential leveling and should not be used for control purposes.
 AU2607 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2607 ** area with valid NAVD 88 orthometric heights.
 AU2607 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2607 ** epoch indicated which incorporates improved geoid heights for the
 AU2607 ** Southern Louisiana Subsidence area.
 AU2607 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2607
 AU2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2607
 AU2607.The geoid height was determined by GEOID03.
 AU2607
 AU2607;                    North         East     Units Scale Factor Converg.
 AU2607;SPC LA S     -   163,024.768   951,134.968   MT  0.99992589   -0 15 11.4
 AU2607;SPC LA S     -   534,857.09  3,120,515.31   sFT  0.99992589   -0 15 11.4
 AU2607;UTM  15      - 3,316,003.161   611,949.420   MT  0.99975462   +0 34 46.9
 AU2607
 AU2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2607!SPC LA S     -   1.00000365  x   0.99992589  =   0.99992954
 AU2607!UTM  15      -   1.00000365  x   0.99975462  =   0.99975827
 AU2607
 AU2607:                Primary Azimuth Mark                     Grid Az
 AU2607:SPC LA S     -  23 C 002 LDH 1973                        313 41 52.7
 AU2607:UTM  15      -  23 C 002 LDH 1973                        312 51 54.4
 AU2607
 AU2607|---------------------------------------------------------------------|
 AU2607| PID    Reference Object                     Distance      Geod. Az  |
 AU2607|                                                           dddmmss.s |
 AU2607| AU2608 23 C 002 LDH 1973                   APPROX. 1.4 KM 3132641.3 |
 AU2607|---------------------------------------------------------------------|
 AU2607
 AU2607                          SUPERSEDED SURVEY CONTROL
 AU2607
 AU2607  NAD 83(1986)-  29 58 11.23208(N)    091 50 22.78677(W) AD(       ) 2
 AU2607  NAD 27      -  29 58 10.49557(N)    091 50 22.36257(W) AD(       ) 2
 AU2607  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 AU2607
 AU2607.Superseded values are not recommended for survey control.
 AU2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2607.See file dsdata.txt to determine how the superseded data were derived.
 AU2607
 AU2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1194916003(NAD 83)
 AU2607_MARKER: DD = SURVEY DISK
 AU2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2607+STABILITY: SURFACE MOTION
 AU2607
 AU2607  HISTORY     - Date     Condition        Report By
 AU2607  HISTORY     - 1973     MONUMENTED       LADH
 AU2607
 AU2607                          STATION DESCRIPTION
 AU2607
 AU2607'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2607'THE STATION IS LOCATED 3 MILES SOUTHWEST OF DOWNTOWN NEW IBERIA, 11
 AU2607'MILES SOUTHWEST OF JEANERETTE, AND 8.5 MILES EAST OF DELCAMBRE, IN
 AU2607'THE NORTHEAST QUARTER OF SECTION 27, T12S, R6E, AND ON THE PROPERTY
 AU2607'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2607'
 AU2607'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 14 AND
 AU2607'U.S. HIGHWAY 90, GO SOUTHEAST ALONG U.S. HIGHWAY 90 FOR 1.5 MILES.
 AU2607'THE STATION IS SET ON THE RIGHT AND SOUTHWEST OF THE HIGHWAY NEAR A
 AU2607'LARGE OAK TREE.
 AU2607'
 AU2607'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2607'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2607'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2607'STAMPED 23C003 1973.  IT IS 190 FEET WEST OF THE WEST END OF A
 AU2607'SIDE DRAIN, 104 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 AU2607'LANE ON U.S. HIGHWAY 90, 54 FEET SOUTH-SOUTHWEST OF A 40-INCH OAK
 AU2607'TREE, AND 3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 AU2607'
 AU2607'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2606 ***********************************************************************
 AU2606  DESIGNATION -  23 C 004 LDH 1973
 AU2606  PID         -  AU2606
 AU2606  STATE/COUNTY-  LA/IBERIA
 AU2606  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2606
 AU2606                         *CURRENT SURVEY CONTROL
 AU2606  ___________________________________________________________________
 AU2606* NAD 83(1992)-  29 57 46.89430(N)    091 49 45.40769(W)     ADJUSTED  
 AU2606* NAVD 88     -         3.5  **(meters)      11.   **(feet)  VERTCON   
 AU2606  **This station is located in a subsidence area (see below).
 AU2606  ___________________________________________________________________
 AU2606  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU2606  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AU2606
 AU2606  HORZ ORDER  -  SECOND
 AU2606
 AU2606.The horizontal coordinates were established by classical geodetic methods
 AU2606.and adjusted by the National Geodetic Survey in January 1993..
 AU2606
 AU2606 ** The orthometric height has not been validated since last determined
 AU2606 ** by differential leveling and should not be used for control purposes.
 AU2606 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2606 ** area with valid NAVD 88 orthometric heights.
 AU2606 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2606 ** epoch indicated which incorporates improved geoid heights for the
 AU2606 ** Southern Louisiana Subsidence area.
 AU2606 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2606
 AU2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2606
 AU2606.The geoid height was determined by GEOID03.
 AU2606
 AU2606;                    North         East     Units Scale Factor Converg.
 AU2606;SPC LA S     -   162,271.675   952,133.924   MT  0.99992596   -0 14 52.7
 AU2606;SPC LA S     -   532,386.32  3,123,792.72   sFT  0.99992596   -0 14 52.7
 AU2606;UTM  15      - 3,315,264.793   612,959.045   MT  0.99975743   +0 35 05.2
 AU2606
 AU2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2606!SPC LA S     -   1.00000365  x   0.99992596  =   0.99992961
 AU2606!UTM  15      -   1.00000365  x   0.99975743  =   0.99976108
 AU2606
 AU2606:                Primary Azimuth Mark                     Grid Az
 AU2606:SPC LA S     -  NEW IBERIA KING KQS 321 MST              141 39 15.1
 AU2606:UTM  15      -  NEW IBERIA KING KQS 321 MST              140 49 17.2
 AU2606
 AU2606|---------------------------------------------------------------------|
 AU2606| PID    Reference Object                     Distance      Geod. Az  |
 AU2606|                                                           dddmmss.s |
 AU2606| AU2603 NEW IBERIA KING KQS 321 MST         APPROX. 2.4 KM 1412422.4 |
 AU2606| AU2607 23 C 003 LDH 1973                   APPROX. 1.3 KM 3064550.0 |
 AU2606|---------------------------------------------------------------------|
 AU2606
 AU2606                          SUPERSEDED SURVEY CONTROL
 AU2606
 AU2606  NAD 83(1986)-  29 57 46.91521(N)    091 49 45.40200(W) AD(       ) 2
 AU2606  NAD 27      -  29 57 46.17834(N)    091 49 44.97833(W) AD(       ) 2
 AU2606  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 AU2606
 AU2606.Superseded values are not recommended for survey control.
 AU2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2606.See file dsdata.txt to determine how the superseded data were derived.
 AU2606
 AU2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1295915265(NAD 83)
 AU2606_MARKER: DD = SURVEY DISK
 AU2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2606+STABILITY: SURFACE MOTION
 AU2606
 AU2606  HISTORY     - Date     Condition        Report By
 AU2606  HISTORY     - 1973     MONUMENTED       LADH
 AU2606
 AU2606                          STATION DESCRIPTION
 AU2606
 AU2606'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2606'THE STATION IS LOCATED 3 MILES SOUTH-SOUTHWEST OF DOWNTOWN NEW
 AU2606'IBERIA, 10.5 MILES NORTHWEST OF JEANERETTE, AND 9 MILES EAST OF
 AU2606'DELCAMBRE, IN T12S, R6E, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 AU2606'DEPARTMENTS OF HIGHWAYS.
 AU2606'
 AU2606'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 90 AND
 AU2606'STATE HIGHWAY 14 JUST WEST OF NEW IBERIA, GO SOUTHEAST ALONG U.S.
 AU2606'HIGHWAY 90 FOR 2.3 MILES.  THE STATION IS SET ON THE RIGHT AND
 AU2606'SOUTHWEST OF THE HIGHWAY NEAR A METAL GATE.
 AU2606'
 AU2606'THE STATION MARK IS A STANDARD LOUISANA DEPARTMENT OF HIGHWAYS AND
 AU2606'U.S COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2606'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2606'STAMPED 23C004 1973.  IT IS 103 FEET WEST OF THE CENTER OF THE
 AU2606'SOUTH BOUND LANE ON U.S. HIGHWAY 90, 32 FEET SOUTHWEST OF THE CENTER
 AU2606'OF A SHELL ROAD, 11 FEET NORTHWEST OF A METAL GATE IN A
 AU2606'RIGHT-OF-WAY FENCE, 4.5 FEET NORTH OF A FENCE, AND 4 FEET EAST
 AU2606'OF A METAL WITNESS POST AND SIGN.
 AU2606'
 AU2606'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2604 ***********************************************************************
 AU2604  DESIGNATION -  23 C 005 LDH 1973
 AU2604  PID         -  AU2604
 AU2604  STATE/COUNTY-  LA/IBERIA
 AU2604  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2604
 AU2604                         *CURRENT SURVEY CONTROL
 AU2604  ___________________________________________________________________
 AU2604* NAD 83(1992)-  29 57 26.68268(N)    091 48 50.44336(W)     ADJUSTED  
 AU2604* NAVD 88     -         4.1  **(meters)      13.   **(feet)  VERTCON   
 AU2604  **This station is located in a subsidence area (see below).
 AU2604  ___________________________________________________________________
 AU2604  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2604  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AU2604
 AU2604  HORZ ORDER  -  SECOND
 AU2604
 AU2604.The horizontal coordinates were established by classical geodetic methods
 AU2604.and adjusted by the National Geodetic Survey in January 1993..
 AU2604
 AU2604 ** The orthometric height has not been validated since last determined
 AU2604 ** by differential leveling and should not be used for control purposes.
 AU2604 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2604 ** area with valid NAVD 88 orthometric heights.
 AU2604 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2604 ** epoch indicated which incorporates improved geoid heights for the
 AU2604 ** Southern Louisiana Subsidence area.
 AU2604 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2604
 AU2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2604
 AU2604.The geoid height was determined by GEOID03.
 AU2604
 AU2604;                    North         East     Units Scale Factor Converg.
 AU2604;SPC LA S     -   161,643.088   953,604.877   MT  0.99992603   -0 14 25.2
 AU2604;SPC LA S     -   530,324.03  3,128,618.67   sFT  0.99992603   -0 14 25.2
 AU2604;UTM  15      - 3,314,657.750   614,438.731   MT  0.99976158   +0 35 32.3
 AU2604
 AU2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2604!SPC LA S     -   1.00000355  x   0.99992603  =   0.99992958
 AU2604!UTM  15      -   1.00000355  x   0.99976158  =   0.99976513
 AU2604
 AU2604:                Primary Azimuth Mark                     Grid Az
 AU2604:SPC LA S     -  23 C 004 LDH 1973                        293 08 19.0
 AU2604:UTM  15      -  23 C 004 LDH 1973                        292 18 21.5
 AU2604
 AU2604|---------------------------------------------------------------------|
 AU2604| PID    Reference Object                     Distance      Geod. Az  |
 AU2604|                                                           dddmmss.s |
 AU2604| AU2606 23 C 004 LDH 1973                   APPROX. 1.6 KM 2925353.8 |
 AU2604|---------------------------------------------------------------------|
 AU2604
 AU2604                          SUPERSEDED SURVEY CONTROL
 AU2604
 AU2604  NAD 83(1986)-  29 57 26.70367(N)    091 48 50.43769(W) AD(       ) 2
 AU2604  NAD 27      -  29 57 25.96700(N)    091 48 50.01525(W) AD(       ) 2
 AU2604  NGVD 29 (07/19/86)    4.1    (m)           13.     (f) VERT ANG       
 AU2604
 AU2604.Superseded values are not recommended for survey control.
 AU2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2604.See file dsdata.txt to determine how the superseded data were derived.
 AU2604
 AU2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1443914658(NAD 83)
 AU2604_MARKER: DD = SURVEY DISK
 AU2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2604+STABILITY: SURFACE MOTION
 AU2604
 AU2604  HISTORY     - Date     Condition        Report By
 AU2604  HISTORY     - 1973     MONUMENTED       LADH
 AU2604  HISTORY     - 20060808 MARK NOT FOUND   LADTD
 AU2604
 AU2604                          STATION DESCRIPTION
 AU2604
 AU2604'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2604'THE STATION IS LOCATED 3.5 MILES SOUTH OF DOWNTOWN NEW IBERIA, 9.5
 AU2604'MILES NORTHWEST OF JEANERETTE, AND 10 MILES EAST OF DELCAMBRE, IN
 AU2604'THE SOUTHWEST QUARTER OF SCETION 80, T12S, R6E, AND ON THE PROPERTY
 AU2604'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2604'
 AU2604'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 90 AND
 AU2604'STATE HIGHWAY 14 JUST WEST OF NEW IBERIA, GO SOUTHEAST ALONG U.S.
 AU2604'HIGHWAY 90 FOR 3.3 MILES.  THE STATION IS SET ON THE LEFT AND
 AU2604'NORTHEAST OF THE HIGHWAY IN THE MEDIAN NEAR A CROSSOVER.
 AU2604'
 AU2604'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2604'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2604'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2604'STAMPED 23C005 1973.  IT IS 44 FEET EAST OF THE CENTER OF THE
 AU2604'SOUTH BOUND LANE ON U.S. HIGHWAY 90, 44 FEET WEST OF THE NORTH
 AU2604'BOUND LANE ON U.S. HIGHWAY 90, 24 FEET EAST OF THE CENTER OF A
 AU2604'CROSSOVER, AND 3.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 AU2604'
 AU2604'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2604
 AU2604                          STATION RECOVERY (2006)
 AU2604
 AU2604'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 AU2604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2601 ***********************************************************************
 AU2601  DESIGNATION -  23 C 006 LDH 1973
 AU2601  PID         -  AU2601
 AU2601  STATE/COUNTY-  LA/IBERIA
 AU2601  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2601
 AU2601                         *CURRENT SURVEY CONTROL
 AU2601  ___________________________________________________________________
 AU2601* NAD 83(1992)-  29 57 13.90586(N)    091 48 16.37327(W)     ADJUSTED  
 AU2601* NAVD 88     -         4.5  **(meters)      15.   **(feet)  VERTCON   
 AU2601  **This station is located in a subsidence area (see below).
 AU2601  ___________________________________________________________________
 AU2601  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2601  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AU2601
 AU2601  HORZ ORDER  -  SECOND
 AU2601
 AU2601.The horizontal coordinates were established by classical geodetic methods
 AU2601.and adjusted by the National Geodetic Survey in January 1993..
 AU2601
 AU2601 ** The orthometric height has not been validated since last determined
 AU2601 ** by differential leveling and should not be used for control purposes.
 AU2601 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2601 ** area with valid NAVD 88 orthometric heights.
 AU2601 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2601 ** epoch indicated which incorporates improved geoid heights for the
 AU2601 ** Southern Louisiana Subsidence area.
 AU2601 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2601
 AU2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2601
 AU2601.The geoid height was determined by GEOID03.
 AU2601
 AU2601;                    North         East     Units Scale Factor Converg.
 AU2601;SPC LA S     -   161,245.901   954,516.711   MT  0.99992608   -0 14 08.2
 AU2601;SPC LA S     -   529,020.93  3,131,610.24   sFT  0.99992608   -0 14 08.2
 AU2601;UTM  15      - 3,314,273.918   615,356.091   MT  0.99976418   +0 35 49.0
 AU2601
 AU2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2601!SPC LA S     -   1.00000349  x   0.99992608  =   0.99992957
 AU2601!UTM  15      -   1.00000349  x   0.99976418  =   0.99976766
 AU2601
 AU2601:                Primary Azimuth Mark                     Grid Az
 AU2601:SPC LA S     -  NEW IBERIA TRKLNE GAS MW MAST            245 56 06.5
 AU2601:UTM  15      -  NEW IBERIA TRKLNE GAS MW MAST            245 06 09.3
 AU2601
 AU2601|---------------------------------------------------------------------|
 AU2601| PID    Reference Object                     Distance      Geod. Az  |
 AU2601|                                                           dddmmss.s |
 AU2601| AU2605 NEW IBERIA TRKLNE GAS MW MAST       APPROX. 2.6 KM 2454158.3 |
 AU2601| AU2606 23 C 004 LDH 1973                   APPROX. 2.6 KM 2930321.4 |
 AU2601|---------------------------------------------------------------------|
 AU2601
 AU2601                          SUPERSEDED SURVEY CONTROL
 AU2601
 AU2601  NAD 83(1986)-  29 57 13.92691(N)    091 48 16.36762(W) AD(       ) 2
 AU2601  NAD 27      -  29 57 13.19026(N)    091 48 15.94568(W) AD(       ) 2
 AU2601  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG       
 AU2601
 AU2601.Superseded values are not recommended for survey control.
 AU2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2601.See file dsdata.txt to determine how the superseded data were derived.
 AU2601
 AU2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1535614274(NAD 83)
 AU2601_MARKER: DD = SURVEY DISK
 AU2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2601+STABILITY: SURFACE MOTION
 AU2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2601+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AU2601
 AU2601  HISTORY     - Date     Condition        Report By
 AU2601  HISTORY     - 1973     MONUMENTED       LADH
 AU2601  HISTORY     - 20060808 GOOD             LADTD
 AU2601
 AU2601                          STATION DESCRIPTION
 AU2601
 AU2601'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2601'THE STATION IS LOCATED 4 MILES SOUTH OF DOWNTOWN NEW IBERIA, 9 MILES
 AU2601'NORTHWEST OF JEANERETTE, AND 11 MILES EAST OF DELCAMBRE, IN TEH
 AU2601'SOUTHEAST QUARTER OF SECTION 36, T12S, R6E, AND ON THE PROPERTY
 AU2601'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2601'
 AU2601'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 90 AND
 AU2601'STATE HIGHWAY 14 IN WEST NEW IBERIA, GO SOUTHEAST ALONG U.S. HIGHWAY
 AU2601'90 FOR 4 MILES TO A CROSSOVER.  THE STATION IS SET NEAR THE
 AU2601'CROSSOVER IN THE MEDIAN.
 AU2601'
 AU2601'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2601'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2601'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2601'STAMPED 23C006 1973.  IT IS 59 FEET SOUTHEAST OF A METAL DRAIN IN
 AU2601'THE MEDIAN, 52 FEET SOUTHWEST OF THE CENTER OF THE NORTH BOUND
 AU2601'LANE ON U.S. HIGHWAY 90, 36 FEET SOUTHEAST OF THE CENTER OF THE
 AU2601'SOUTH BOUND LANE ON U.S. HIGHWAY 90, 33 FEET NORTHWEST OF THE
 AU2601'CENTER OF THE CROSSOVER, AND 4 FEET NORTHWEST OF A METAL WITNESS
 AU2601'POST AND SIGN.
 AU2601'
 AU2601'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2601
 AU2601                          STATION RECOVERY (2006)
 AU2601
 AU2601'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 AU2601'THE STATION IS SET AT A CROSSOVER AT JACK BROOKS RD LEADING WEST AND
 AU2601'BLANCHARD RD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2600 ***********************************************************************
 AU2600  DESIGNATION -  23 C 007 LDH 1973
 AU2600  PID         -  AU2600
 AU2600  STATE/COUNTY-  LA/IBERIA
 AU2600  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2600
 AU2600                         *CURRENT SURVEY CONTROL
 AU2600  ___________________________________________________________________
 AU2600* NAD 83(1992)-  29 57 01.05458(N)    091 47 37.38349(W)     ADJUSTED  
 AU2600* NAVD 88     -         4.3  **(meters)      14.   **(feet)  VERTCON   
 AU2600  **This station is located in a subsidence area (see below).
 AU2600  ___________________________________________________________________
 AU2600  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU2600  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AU2600
 AU2600  HORZ ORDER  -  SECOND
 AU2600
 AU2600.The horizontal coordinates were established by classical geodetic methods
 AU2600.and adjusted by the National Geodetic Survey in January 1993..
 AU2600
 AU2600 ** The orthometric height has not been validated since last determined
 AU2600 ** by differential leveling and should not be used for control purposes.
 AU2600 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2600 ** area with valid NAVD 88 orthometric heights.
 AU2600 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2600 ** epoch indicated which incorporates improved geoid heights for the
 AU2600 ** Southern Louisiana Subsidence area.
 AU2600 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2600
 AU2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2600
 AU2600.The geoid height was determined by GEOID03.
 AU2600
 AU2600;                    North         East     Units Scale Factor Converg.
 AU2600;SPC LA S     -   160,845.965   955,560.513   MT  0.99992613   -0 13 48.7
 AU2600;SPC LA S     -   527,708.80  3,135,034.78   sFT  0.99992613   -0 13 48.7
 AU2600;UTM  15      - 3,313,889.253   616,405.425   MT  0.99976718   +0 36 08.3
 AU2600
 AU2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2600!SPC LA S     -   1.00000351  x   0.99992613  =   0.99992964
 AU2600!UTM  15      -   1.00000351  x   0.99976718  =   0.99977069
 AU2600
 AU2600:                Primary Azimuth Mark                     Grid Az
 AU2600:SPC LA S     -  23 C 006 LDH 1973                        290 57 52.0
 AU2600:UTM  15      -  23 C 006 LDH 1973                        290 07 55.0
 AU2600
 AU2600|---------------------------------------------------------------------|
 AU2600| PID    Reference Object                     Distance      Geod. Az  |
 AU2600|                                                           dddmmss.s |
 AU2600| AU2601 23 C 006 LDH 1973                   APPROX. 1.1 KM 2904403.3 |
 AU2600|---------------------------------------------------------------------|
 AU2600
 AU2600                          SUPERSEDED SURVEY CONTROL
 AU2600
 AU2600  NAD 83(1986)-  29 57 01.07569(N)    091 47 37.37785(W) AD(       ) 2
 AU2600  NAD 27      -  29 57 00.33908(N)    091 47 36.95647(W) AD(       ) 2
 AU2600  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 AU2600
 AU2600.Superseded values are not recommended for survey control.
 AU2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2600.See file dsdata.txt to determine how the superseded data were derived.
 AU2600
 AU2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1640513889(NAD 83)
 AU2600_MARKER: DD = SURVEY DISK
 AU2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2600+STABILITY: SURFACE MOTION
 AU2600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2600+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AU2600
 AU2600  HISTORY     - Date     Condition        Report By
 AU2600  HISTORY     - 1973     MONUMENTED       LADH
 AU2600  HISTORY     - 19950430 GOOD             USPSQD
 AU2600  HISTORY     - 20060628 GOOD             USPSQD
 AU2600  HISTORY     - 20060808 GOOD             LADTD
 AU2600
 AU2600                          STATION DESCRIPTION
 AU2600
 AU2600'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2600'THE STATION IS LOCATED 8 MILES NORTHWEST OF JEANERETTE, 4 MILES
 AU2600'SOUTH OF DOWNTOWN NEW IBERIA, AND 11.5 MILES EAST OF DELCAMBRE, IN
 AU2600'THE SOUTHWEST QUARTER OF SECTION 31, T12S, R7E, AND ON THE PROPERTY
 AU2600'OWNED BY LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2600'
 AU2600'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 90 AND
 AU2600'STATE HIGHWAY 14 JUST WEST OF NEW IBERIA, GO SOUTHEAST ALONG U.S.
 AU2600'HIGHWAY 90 FOR 4.6 MILES.  THE STATION IS SET ON THE LEFT AND
 AU2600'NORTHEAST OF THE HIGHWAY NEAR A FENCE CORNER.
 AU2600'
 AU2600'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2600'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2600'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSHED WITH THE GROUND.  IT
 AU2600'IS STAMPED 23C007 1973.  IT IS 104 FEET NORTHEAST OF THE CENTER OF
 AU2600'THE NORTH BOUND LANE ON U.S. HIGHWAY 90, 42 FEET NORTHWEST OF THE
 AU2600'CENTER OF A BLACKTOP ROAD, 36 FEET NORTHEAST OF A 14-INCH PECAN
 AU2600'TREE, 4 FEET SOUTHEAST OF A TELEPHONE CABLE JUNCTION BOX, 3.5 FEET
 AU2600'SOUTH OF A METAL WITNESS POST AND SIGN, AND 3 FEET SOUTH OF A
 AU2600'FENCE CORNER.
 AU2600'
 AU2600'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2600
 AU2600                          STATION RECOVERY (1995)
 AU2600
 AU2600'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2600'RECOVERED IN GOOD CONDITION.
 AU2600
 AU2600                          STATION RECOVERY (2006)
 AU2600
 AU2600'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 AU2600'RECOVERED IN GOOD CONDITION.
 AU2600
 AU2600                          STATION RECOVERY (2006)
 AU2600
 AU2600'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 AU2600'THE BLACKTTOP ROAD IS CALLED FREYOU RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1821 ***********************************************************************
 BJ1821  DESIGNATION -  23 CAP
 BJ1821  PID         -  BJ1821
 BJ1821  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1821  USGS QUAD   -  PORT HUDSON (1994)
 BJ1821
 BJ1821                         *CURRENT SURVEY CONTROL
 BJ1821  ___________________________________________________________________
 BJ1821* NAD 83(1986)-  30 44 23.     (N)    091 22 17.     (W)     SCALED    
 BJ1821* NAVD 88     -        11.94   (+/-2cm)      39.2    (feet)  VERTCON   
 BJ1821  ___________________________________________________________________
 BJ1821  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1821
 BJ1821  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1821
 BJ1821.The horizontal coordinates were scaled from a topographic map and have
 BJ1821.an estimated accuracy of +/- 6 seconds.
 BJ1821
 BJ1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1821.The vertical order pertains to the NGVD 29 superseded value.
 BJ1821
 BJ1821.The geoid height was determined by GEOID03.
 BJ1821
 BJ1821;                    North         East    Units  Estimated Accuracy
 BJ1821;SPC LA S     -   248,270.      996,360.      MT  (+/- 180 meters Scaled)
 BJ1821
 BJ1821                          SUPERSEDED SURVEY CONTROL
 BJ1821
 BJ1821  NGVD 29 (??/??/??)   11.923  (m)           39.12   (f) ADJUSTED    1 2
 BJ1821
 BJ1821.Superseded values are not recommended for survey control.
 BJ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1821.See file dsdata.txt to determine how the superseded data were derived.
 BJ1821
 BJ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ559018(NAD 83)
 BJ1821_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1821_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1821_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1821_STAMPING: PBM 23 1929
 BJ1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1821
 BJ1821  HISTORY     - Date     Condition        Report By
 BJ1821  HISTORY     - 1929     MONUMENTED       DOD
 BJ1821  HISTORY     - 1964     GOOD             CGS
 BJ1821
 BJ1821                          STATION DESCRIPTION
 BJ1821
 BJ1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1821'6.8 MI NE FROM NEW ROADS.
 BJ1821'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1821'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ1821'STATE HIGHWAY 10, THENCE 1.9 MILES EAST ALONG GRAVELED STATE ROAD 981,
 BJ1821'ABOUT 0.15 MILE WEST OF 2 LARGE PECAN TREES IN THE ROAD RIGHT-OF-WAY,
 BJ1821'89 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 55 FEET EAST OF THE
 BJ1821'EAST CORNER OF A PORCH ON THE NORTHEAST SIDE OF A FRAME HOUSE, 10 FEET
 BJ1821'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 8 FEET SOUTHWEST
 BJ1821'OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, A 4-INCH IRON
 BJ1821'PIPE BEARING A CAP WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2382 ***********************************************************************
 BJ2382  DESIGNATION -  23 CAP
 BJ2382  PID         -  BJ2382
 BJ2382  STATE/COUNTY-  LA/ST MARTIN
 BJ2382  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2382
 BJ2382                         *CURRENT SURVEY CONTROL
 BJ2382  ___________________________________________________________________
 BJ2382* NAD 83(1986)-  30 17 06.     (N)    091 41 04.     (W)     SCALED    
 BJ2382* NAVD 88     -         4.50   (+/-2cm)      14.8    (feet)  VERTCON   
 BJ2382  ___________________________________________________________________
 BJ2382  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2382
 BJ2382  VERT ORDER  -  ? (See Below)
 BJ2382
 BJ2382.The horizontal coordinates were scaled from a topographic map and have
 BJ2382.an estimated accuracy of +/- 6 seconds.
 BJ2382
 BJ2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2382.The vertical order pertains to the NGVD 29 superseded value.
 BJ2382
 BJ2382.The geoid height was determined by GEOID03.
 BJ2382
 BJ2382;                    North         East    Units  Estimated Accuracy
 BJ2382;SPC LA S     -   197,910.      966,220.      MT  (+/- 180 meters Scaled)
 BJ2382
 BJ2382                          SUPERSEDED SURVEY CONTROL
 BJ2382
 BJ2382  NGVD 29 (??/??/??)    4.505  (m)           14.78   (f) ADJUSTED    ?  
 BJ2382
 BJ2382.Superseded values are not recommended for survey control.
 BJ2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2382.See file dsdata.txt to determine how the superseded data were derived.
 BJ2382
 BJ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP265510(NAD 83)
 BJ2382_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2382_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2382
 BJ2382  HISTORY     - Date     Condition        Report By
 BJ2382  HISTORY     - UNK      MONUMENTED       DOD
 BJ2382  HISTORY     - 1933     GOOD             DOD
 BJ2382  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2382
 BJ2382                          STATION DESCRIPTION
 BJ2382
 BJ2382'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2382'IN BUTTE LA ROSE.
 BJ2382'AT BUTTE LA ROSE, SAINT MARTIN PARISH, ON THE EAST BANK OF ATCHAFALAYA
 BJ2382'RIVER, AT THE JUNCTION OF BUTTE LA ROSE BAY, AMONGST SMALL TIMBER,
 BJ2382'ABOUT 820 FEET NORTHEAST OF THE BENOIT STORE, ABOUT 360 FEET NORTH OF
 BJ2382'THE RIVER BANK, AND NEAR A 3-INCH IRON PIPE PROJECTING ABOUT 6 FEET
 BJ2382'ABOVE GROUND.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2382'STANDARD CAP.
 BJ2382
 BJ2382                          STATION RECOVERY (1968)
 BJ2382
 BJ2382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2596 ***********************************************************************
 AU2596  DESIGNATION -  23 D 001 LDH 1973
 AU2596  PID         -  AU2596
 AU2596  STATE/COUNTY-  LA/IBERIA
 AU2596  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2596
 AU2596                         *CURRENT SURVEY CONTROL
 AU2596  ___________________________________________________________________
 AU2596* NAD 83(1992)-  29 56 29.15762(N)    091 46 18.15448(W)     ADJUSTED  
 AU2596* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 AU2596  **This station is located in a subsidence area (see below).
 AU2596  ___________________________________________________________________
 AU2596  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU2596  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AU2596
 AU2596  HORZ ORDER  -  SECOND
 AU2596
 AU2596.The horizontal coordinates were established by classical geodetic methods
 AU2596.and adjusted by the National Geodetic Survey in January 1993..
 AU2596
 AU2596 ** The orthometric height has not been validated since last determined
 AU2596 ** by differential leveling and should not be used for control purposes.
 AU2596 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2596 ** area with valid NAVD 88 orthometric heights.
 AU2596 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2596 ** epoch indicated which incorporates improved geoid heights for the
 AU2596 ** Southern Louisiana Subsidence area.
 AU2596 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2596
 AU2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2596
 AU2596.The geoid height was determined by GEOID03.
 AU2596
 AU2596;                    North         East     Units Scale Factor Converg.
 AU2596;SPC LA S     -   159,855.540   957,681.115   MT  0.99992628   -0 13 09.1
 AU2596;SPC LA S     -   524,459.38  3,141,992.12   sFT  0.99992628   -0 13 09.1
 AU2596;UTM  15      - 3,312,929.889   618,539.859   MT  0.99977337   +0 36 47.3
 AU2596
 AU2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2596!SPC LA S     -   1.00000324  x   0.99992628  =   0.99992952
 AU2596!UTM  15      -   1.00000324  x   0.99977337  =   0.99977661
 AU2596
 AU2596:                Primary Azimuth Mark                     Grid Az
 AU2596:SPC LA S     -  BODIN                                    295 28 06.9
 AU2596:UTM  15      -  BODIN                                    294 38 10.5
 AU2596
 AU2596|---------------------------------------------------------------------|
 AU2596| PID    Reference Object                     Distance      Geod. Az  |
 AU2596|                                                           dddmmss.s |
 AU2596| AU2599 BODIN                               APPROX. 1.5 KM 2951457.8 |
 AU2596|---------------------------------------------------------------------|
 AU2596
 AU2596                          SUPERSEDED SURVEY CONTROL
 AU2596
 AU2596  NAD 83(1986)-  29 56 29.17893(N)    091 46 18.14894(W) AD(       ) 2
 AU2596  NAD 27      -  29 56 28.44229(N)    091 46 17.72936(W) AD(       ) 2
 AU2596  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 AU2596
 AU2596.Superseded values are not recommended for survey control.
 AU2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2596.See file dsdata.txt to determine how the superseded data were derived.
 AU2596
 AU2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1854012930(NAD 83)
 AU2596_MARKER: DD = SURVEY DISK
 AU2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2596+STABILITY: SURFACE MOTION
 AU2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2596+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AU2596
 AU2596  HISTORY     - Date     Condition        Report By
 AU2596  HISTORY     - 1973     MONUMENTED       LADH
 AU2596  HISTORY     - 20060808 GOOD             LADTD
 AU2596
 AU2596                          STATION DESCRIPTION
 AU2596
 AU2596'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2596'THE STATION IS LOCATED 5 MILES SOUTH OF DOWNTOWN NEW IBERIA, 6.5
 AU2596'MILES NORTHWEST OF JEANERETTE, AND 13 MILES EAST-SOUTHEAST OF
 AU2596'DELCAMBRE, IN THE SOUTHWEST QUARTER OF SECTION 9, T13S, R7E, AND
 AU2596'ON THE PROPERTY OWNED BY THE LOUSIANA DEPARTMENT OF HIGHWAYS.
 AU2596'
 AU2596'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 90 AND
 AU2596'STATE HIGHWAY 14, JUST WEST OF NEW IBERIA, GO SOUTHEAST ALONG U.S.
 AU2596'HIGHWAY 90 FOR 6.1 MILES.  THE STATION IS IN THE MEDIAN OF THE
 AU2596'FLAIR ROAD (STATE HIGHWAY 320) CROSSING U.S. HIGHWAY 90.
 AU2596'
 AU2596'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2596'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2596'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2596'STAMPED 23D001 1973.  IT IS 88 FEET NORTHEAST OF THE CENTER OF THE
 AU2596'SOUTH BOUND LANE ON U.S. HIGHWAY 90, 38 FEET SOUTH OF THE CENTER
 AU2596'OF THE WEST BOUND LANE ON STATE HIGHWAY 320, 26 FEET NORTHWEST
 AU2596'OF THE CENTER OF THE EAST BOUND ROAD ON STATE HIGHWAY 320, AND 3
 AU2596'FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 AU2596'
 AU2596'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2596
 AU2596                          STATION RECOVERY (2006)
 AU2596
 AU2596'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 AU2596'THE STATION IS NOW SET IN THE MEDIAN OF PARISH ROAD 211 (DARNALL RD).
 AU2596'IT IS 93 FT SOUTH-SOUTHWEST FROM THE MOST WESTERLY PILING FOR THE EAST
 AU2596'BOUND OVERPASS FOR U.S. HIGHWAY 90 OVER THE PARISH ROAD AND 88 FT
 AU2596'NORTHEAST FROM THE CENTER OF A CROSSOVER FOR THE EAST BOUND ON-OFF
 AU2596'RAMP OF HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2594 ***********************************************************************
 AU2594  DESIGNATION -  23 D 002 LDH 1973
 AU2594  PID         -  AU2594
 AU2594  STATE/COUNTY-  LA/IBERIA
 AU2594  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2594
 AU2594                         *CURRENT SURVEY CONTROL
 AU2594  ___________________________________________________________________
 AU2594* NAD 83(1992)-  29 56 13.99152(N)    091 45 28.89725(W)     ADJUSTED  
 AU2594* NAVD 88     -         4.9  **(meters)      16.   **(feet)  VERTCON   
 AU2594  **This station is located in a subsidence area (see below).
 AU2594  ___________________________________________________________________
 AU2594  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU2594  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AU2594
 AU2594  HORZ ORDER  -  SECOND
 AU2594
 AU2594.The horizontal coordinates were established by classical geodetic methods
 AU2594.and adjusted by the National Geodetic Survey in January 1993..
 AU2594
 AU2594 ** The orthometric height has not been validated since last determined
 AU2594 ** by differential leveling and should not be used for control purposes.
 AU2594 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2594 ** area with valid NAVD 88 orthometric heights.
 AU2594 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2594 ** epoch indicated which incorporates improved geoid heights for the
 AU2594 ** Southern Louisiana Subsidence area.
 AU2594 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2594
 AU2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2594
 AU2594.The geoid height was determined by GEOID03.
 AU2594
 AU2594;                    North         East     Units Scale Factor Converg.
 AU2594;SPC LA S     -   159,383.608   959,000.232   MT  0.99992636   -0 12 44.5
 AU2594;SPC LA S     -   522,911.05  3,146,319.93   sFT  0.99992636   -0 12 44.5
 AU2594;UTM  15      - 3,312,477.236   619,865.492   MT  0.99977727   +0 37 11.6
 AU2594
 AU2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2594!SPC LA S     -   1.00000341  x   0.99992636  =   0.99992977
 AU2594!UTM  15      -   1.00000341  x   0.99977727  =   0.99978068
 AU2594
 AU2594:                Primary Azimuth Mark                     Grid Az
 AU2594:SPC LA S     -  23 D 001 LDH 1973                        289 41 07.3
 AU2594:UTM  15      -  23 D 001 LDH 1973                        288 51 11.2
 AU2594
 AU2594|---------------------------------------------------------------------|
 AU2594| PID    Reference Object                     Distance      Geod. Az  |
 AU2594|                                                           dddmmss.s |
 AU2594| AU2596 23 D 001 LDH 1973                   APPROX. 1.4 KM 2892822.8 |
 AU2594|---------------------------------------------------------------------|
 AU2594
 AU2594                          SUPERSEDED SURVEY CONTROL
 AU2594
 AU2594  NAD 83(1986)-  29 56 14.01295(N)    091 45 28.89177(W) AD(       ) 2
 AU2594  NAD 27      -  29 56 13.27625(N)    091 45 28.47314(W) AD(       ) 2
 AU2594  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 AU2594
 AU2594.Superseded values are not recommended for survey control.
 AU2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2594.See file dsdata.txt to determine how the superseded data were derived.
 AU2594
 AU2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1986512477(NAD 83)
 AU2594_MARKER: DD = SURVEY DISK
 AU2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2594+STABILITY: SURFACE MOTION
 AU2594
 AU2594  HISTORY     - Date     Condition        Report By
 AU2594  HISTORY     - 1973     MONUMENTED       LADH
 AU2594  HISTORY     - 20060808 MARK NOT FOUND   LADTD
 AU2594
 AU2594                          STATION DESCRIPTION
 AU2594
 AU2594'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2594'THE STATION IS LOCATED 6 MILES SOUTHEAST OF DOWNTOWN NEW IBERIA,
 AU2594'5.5 MILES NORTHWEST OF JEANERETTE, AND 13.5 MILES EAST-SOUTHEAST OF
 AU2594'DELCAMBRE, IN THE SOUTHWEST QUARTER OF SECTION 8, T13S, R7E, AND ON
 AU2594'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2594'
 AU2594'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 90 AND
 AU2594'STATE HIGHWAY 14 JUST WEST OF NEW IBERIA, GO SOUTHEAST ALONG U.S.
 AU2594'HIGHWAY 90 FOR 7 MILES.  THE STATION IS SET ON THE LEFT AND
 AU2594'NORTHEAST OF THE HIGHWAY NEAR A FIELD ROAD AND A DITCH.
 AU2594'
 AU2594'THE SURVEY MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2594'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2594'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2594'STAMPED 23D002 1973.  IT IS 105 FEET EAST-NORTHEAST OF THE CENTER
 AU2594'OF THE NORTH BOUND LANE ON U.S. HIGHWAY 90, 72 FEET NORTHEAST OF
 AU2594'THE CENTER OF A CONCRETE CROSS-DRAIN, 40 FEET SOUTHEAST OF THE
 AU2594'CENTER OF A FIELD ROAD, 9 FEET SOUTH OF A POWER POLE (NO.18),
 AU2594'AND 3 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 AU2594'
 AU2594'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2594
 AU2594                          STATION RECOVERY (2006)
 AU2594
 AU2594'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 AU2594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2548 ***********************************************************************
 AU2548  DESIGNATION -  23 D 003 LDH 1973
 AU2548  PID         -  AU2548
 AU2548  STATE/COUNTY-  LA/IBERIA
 AU2548  USGS QUAD   -  JEANERETTE (1994)
 AU2548
 AU2548                         *CURRENT SURVEY CONTROL
 AU2548  ___________________________________________________________________
 AU2548* NAD 83(1992)-  29 55 54.93757(N)    091 44 46.77147(W)     ADJUSTED  
 AU2548* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 AU2548  **This station is located in a subsidence area (see below).
 AU2548  ___________________________________________________________________
 AU2548  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU2548  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AU2548
 AU2548  HORZ ORDER  -  SECOND
 AU2548
 AU2548.The horizontal coordinates were established by classical geodetic methods
 AU2548.and adjusted by the National Geodetic Survey in January 1993..
 AU2548
 AU2548 ** The orthometric height has not been validated since last determined
 AU2548 ** by differential leveling and should not be used for control purposes.
 AU2548 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2548 ** area with valid NAVD 88 orthometric heights.
 AU2548 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2548 ** epoch indicated which incorporates improved geoid heights for the
 AU2548 ** Southern Louisiana Subsidence area.
 AU2548 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2548
 AU2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2548
 AU2548.The geoid height was determined by GEOID03.
 AU2548
 AU2548;                    North         East     Units Scale Factor Converg.
 AU2548;SPC LA S     -   158,792.816   960,127.781   MT  0.99992646   -0 12 23.4
 AU2548;SPC LA S     -   520,972.76  3,150,019.23   sFT  0.99992646   -0 12 23.4
 AU2548;UTM  15      - 3,311,902.967   621,001.335   MT  0.99978064   +0 37 32.2
 AU2548
 AU2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2548!SPC LA S     -   1.00000323  x   0.99992646  =   0.99992969
 AU2548!UTM  15      -   1.00000323  x   0.99978064  =   0.99978387
 AU2548
 AU2548:                Primary Azimuth Mark                     Grid Az
 AU2548:SPC LA S     -  BODIN                                    294 11 19.2
 AU2548:UTM  15      -  BODIN                                    293 21 23.6
 AU2548
 AU2548|---------------------------------------------------------------------|
 AU2548| PID    Reference Object                     Distance      Geod. Az  |
 AU2548|                                                           dddmmss.s |
 AU2548| AU2599 BODIN                               APPROX. 4.1 KM 2935855.8 |
 AU2548|---------------------------------------------------------------------|
 AU2548
 AU2548                          SUPERSEDED SURVEY CONTROL
 AU2548
 AU2548  NAD 83(1986)-  29 55 54.95911(N)    091 44 46.76599(W) AD(       ) 2
 AU2548  NAD 27      -  29 55 54.22224(N)    091 44 46.34833(W) AD(       ) 2
 AU2548  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 AU2548
 AU2548.Superseded values are not recommended for survey control.
 AU2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2548.See file dsdata.txt to determine how the superseded data were derived.
 AU2548
 AU2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2100111903(NAD 83)
 AU2548_MARKER: DD = SURVEY DISK
 AU2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2548+STABILITY: SURFACE MOTION
 AU2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2548+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AU2548
 AU2548  HISTORY     - Date     Condition        Report By
 AU2548  HISTORY     - 1973     MONUMENTED       LADH
 AU2548  HISTORY     - 20060808 GOOD             LADTD
 AU2548
 AU2548                          STATION DESCRIPTION
 AU2548
 AU2548'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU2548'THE STATION IS LOCATED 5 MILES WEST-NORTHWEST OF JEANERETTE, 6.5
 AU2548'MILES SOUTHEAST OF NEW IBERIA, AND 14 MILES EAST-SOUTHEAST OF
 AU2548'DELCAMBRE, IN THE SOUTHEAST QUARTER OF SECTION 8, T13S, R7E, AND
 AU2548'ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2548'
 AU2548'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 90 AND
 AU2548'STATE HIGHWAY 14 JUST WEST OF NEW IBERIA, GO SOUTHEAST ALONG U.S.
 AU2548'HIGHWAY 90 FOR 7.6 MILES.  THE STATION IS SET ON THE LEFT AND
 AU2548'NORTHEAST OF THE HIGHWAY NEAR A POWER POLE.
 AU2548'
 AU2548'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2548'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2548'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2548'STAMPED 23D003 1973.  IT IS 160 FEET NORTHWEST OF A CONCRETE
 AU2548'DEPARTMENT OF HIGHWAYS RIGHT-OF-WAY MARKER, 103 FEET
 AU2548'EAST-NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE ON U.S. HIGHWAY
 AU2548'90, 35 FEET SOUTHEAST OF POWER POLE NO. 28, AND 3 FEET
 AU2548'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 AU2548'
 AU2548'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2548
 AU2548                          STATION RECOVERY (2006)
 AU2548
 AU2548'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 AU2548'ADD TO DESCRIPTION, 216.5 FT WEST-NORTHWEST FROM THE CENTER OF COLLEGE
 AU2548'RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2547 ***********************************************************************
 AU2547  DESIGNATION -  23 D 004 LDH 1974
 AU2547  PID         -  AU2547
 AU2547  STATE/COUNTY-  LA/IBERIA
 AU2547  USGS QUAD   -  JEANERETTE (1994)
 AU2547
 AU2547                         *CURRENT SURVEY CONTROL
 AU2547  ___________________________________________________________________
 AU2547* NAD 83(1992)-  29 55 09.98993(N)    091 43 43.04550(W)     ADJUSTED  
 AU2547* NAVD 88     -         5.0  **(meters)      16.   **(feet)  VERTCON   
 AU2547  **This station is located in a subsidence area (see below).
 AU2547  ___________________________________________________________________
 AU2547  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU2547  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AU2547
 AU2547  HORZ ORDER  -  SECOND
 AU2547
 AU2547.The horizontal coordinates were established by classical geodetic methods
 AU2547.and adjusted by the National Geodetic Survey in January 1993..
 AU2547
 AU2547 ** The orthometric height has not been validated since last determined
 AU2547 ** by differential leveling and should not be used for control purposes.
 AU2547 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2547 ** area with valid NAVD 88 orthometric heights.
 AU2547 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2547 ** epoch indicated which incorporates improved geoid heights for the
 AU2547 ** Southern Louisiana Subsidence area.
 AU2547 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2547
 AU2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2547
 AU2547.The geoid height was determined by GEOID03.
 AU2547
 AU2547;                    North         East     Units Scale Factor Converg.
 AU2547;SPC LA S     -   157,402.870   961,832.003   MT  0.99992675   -0 11 51.5
 AU2547;SPC LA S     -   516,412.58  3,155,610.50   sFT  0.99992675   -0 11 51.5
 AU2547;UTM  15      - 3,310,538.110   622,725.312   MT  0.99978583   +0 38 03.2
 AU2547
 AU2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2547!SPC LA S     -   1.00000338  x   0.99992675  =   0.99993013
 AU2547!UTM  15      -   1.00000338  x   0.99978583  =   0.99978921
 AU2547
 AU2547:                Primary Azimuth Mark                     Grid Az
 AU2547:SPC LA S     -  JEANERETTE MUN TANK 1969                 099 20 22.4
 AU2547:UTM  15      -  JEANERETTE MUN TANK 1969                 098 30 27.7
 AU2547
 AU2547|---------------------------------------------------------------------|
 AU2547| PID    Reference Object                     Distance      Geod. Az  |
 AU2547|                                                           dddmmss.s |
 AU2547| AU2539 JEANERETTE MUN TANK 1969            APPROX. 5.2 KM 0990830.9 |
 AU2547| AU2548 23 D 003 LDH 1973                   APPROX. 2.2 KM 3090009.6 |
 AU2547|---------------------------------------------------------------------|
 AU2547
 AU2547                          SUPERSEDED SURVEY CONTROL
 AU2547
 AU2547  NAD 83(1986)-  29 55 10.01196(N)    091 43 43.04046(W) AD(       ) 2
 AU2547  NAD 27      -  29 55 09.27418(N)    091 43 42.62390(W) AD(       ) 2
 AU2547  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 AU2547
 AU2547.Superseded values are not recommended for survey control.
 AU2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2547.See file dsdata.txt to determine how the superseded data were derived.
 AU2547
 AU2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2272510538(NAD 83)
 AU2547_MARKER: DD = SURVEY DISK
 AU2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2547+STABILITY: SURFACE MOTION
 AU2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2547+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AU2547
 AU2547  HISTORY     - Date     Condition        Report By
 AU2547  HISTORY     - 1974     MONUMENTED       LADH
 AU2547  HISTORY     - 20060808 GOOD             LADTD
 AU2547
 AU2547                          STATION DESCRIPTION
 AU2547
 AU2547'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AU2547'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF JEANERETTE AND 4
 AU2547'MILES SOUTH-SOUTHEAST OF NEW IBERIA.  THE MARK IS SET IN THE MEDIAN
 AU2547'OF U.S. HIGHWAY 90, THE PROPERTY OF THE LOUISIANA DEPARTMENT OF
 AU2547'HIGHWAYS.
 AU2547'
 AU2547'TO REACH THE STATION FROM THE POST OFFICE IN JEANERETTE, GO NORTH ON
 AU2547'MAIN STREET FOR 0.9 MILES TO THE JUNCTION OF STATE HIGHWAY 85, TURN
 AU2547'LEFT AND GO SOUTHERLY ON HIGHWAY 85 FOR 1.4 MILES TO THE JUNCTION
 AU2547'OF STATE HIGHWAY 668, TURN RIGHT AND GO NORTH-NORTHWEST ON HIGHWAY
 AU2547'85 FOR 1.8 MILES TO THE JUNCTION OF 674, TURN LEFT AND GO
 AU2547'SOUTHWEST ON HIGHWAY 85 FOR 1 MILE TO THE JUNCTION WITH U.S.
 AU2547'HIGHWAY 90 AND THE STATION SET SOUTHEAST OF STATE HIGHWAY 85 AND
 AU2547'IN THE MEDIAN OF U.S.  HIGHWAY 90.
 AU2547'
 AU2547'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2547'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2547'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 AU2547'GROUND. THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS
 AU2547'OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 AU2547'THEY ARE STAMPED 23D004 1974.  THE MARK IS 321 FEET SOUTHWEST OF
 AU2547'THE CENTER OF THE WEST BOUND LANE ON U.S. HIGHWAY 90, 180 FEET
 AU2547'NORTHEAST OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 90,
 AU2547'68 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 85 AND 2.5 FEET
 AU2547'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 AU2547'
 AU2547'NEAREST TOWN--JEANERETTE.
 AU2547'
 AU2547'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AU2547
 AU2547                          STATION RECOVERY (2006)
 AU2547
 AU2547'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 AU2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2544 ***********************************************************************
 AU2544  DESIGNATION -  23 E 001 LDH 1974
 AU2544  PID         -  AU2544
 AU2544  STATE/COUNTY-  LA/IBERIA
 AU2544  USGS QUAD   -  JEANERETTE (1994)
 AU2544
 AU2544                         *CURRENT SURVEY CONTROL
 AU2544  ___________________________________________________________________
 AU2544* NAD 83(1992)-  29 54 44.16306(N)    091 43 06.05393(W)     ADJUSTED  
 AU2544* NAVD 88     -         4.8  **(meters)      16.   **(feet)  VERTCON   
 AU2544  **This station is located in a subsidence area (see below).
 AU2544  ___________________________________________________________________
 AU2544  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU2544  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AU2544
 AU2544  HORZ ORDER  -  SECOND
 AU2544
 AU2544.The horizontal coordinates were established by classical geodetic methods
 AU2544.and adjusted by the National Geodetic Survey in January 1993..
 AU2544
 AU2544 ** The orthometric height has not been validated since last determined
 AU2544 ** by differential leveling and should not be used for control purposes.
 AU2544 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2544 ** area with valid NAVD 88 orthometric heights.
 AU2544 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2544 ** epoch indicated which incorporates improved geoid heights for the
 AU2544 ** Southern Louisiana Subsidence area.
 AU2544 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2544
 AU2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2544
 AU2544.The geoid height was determined by GEOID03.
 AU2544
 AU2544;                    North         East     Units Scale Factor Converg.
 AU2544;SPC LA S     -   156,604.295   962,821.491   MT  0.99992693   -0 11 33.0
 AU2544;SPC LA S     -   513,792.59  3,158,856.84   sFT  0.99992693   -0 11 33.0
 AU2544;UTM  15      - 3,309,754.093   623,726.149   MT  0.99978887   +0 38 21.1
 AU2544
 AU2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2544!SPC LA S     -   1.00000341  x   0.99992693  =   0.99993034
 AU2544!UTM  15      -   1.00000341  x   0.99978887  =   0.99979228
 AU2544
 AU2544:                Primary Azimuth Mark                     Grid Az
 AU2544:SPC LA S     -  JEANERETTE MUN TANK 1969                 090 37 21.4
 AU2544:UTM  15      -  JEANERETTE MUN TANK 1969                 089 47 27.3
 AU2544
 AU2544|---------------------------------------------------------------------|
 AU2544| PID    Reference Object                     Distance      Geod. Az  |
 AU2544|                                                           dddmmss.s |
 AU2544| AU2539 JEANERETTE MUN TANK 1969            APPROX. 4.1 KM 0902548.4 |
 AU2544| AU2547 23 D 004 LDH 1974                   APPROX. 1.3 KM 3084247.0 |
 AU2544|---------------------------------------------------------------------|
 AU2544
 AU2544                          SUPERSEDED SURVEY CONTROL
 AU2544
 AU2544  NAD 83(1986)-  29 54 44.18511(N)    091 43 06.04874(W) AD(       ) 2
 AU2544  NAD 27      -  29 54 43.44679(N)    091 43 05.63255(W) AD(       ) 2
 AU2544  NGVD 29 (07/19/86)    4.8    (m)           16.     (f) VERT ANG       
 AU2544
 AU2544.Superseded values are not recommended for survey control.
 AU2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2544.See file dsdata.txt to determine how the superseded data were derived.
 AU2544
 AU2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2372609754(NAD 83)
 AU2544_MARKER: DD = SURVEY DISK
 AU2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2544+STABILITY: SURFACE MOTION
 AU2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2544+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AU2544
 AU2544  HISTORY     - Date     Condition        Report By
 AU2544  HISTORY     - 1974     MONUMENTED       LADH
 AU2544  HISTORY     - 19950430 GOOD             USPSQD
 AU2544  HISTORY     - 20060808 GOOD             LADTD
 AU2544
 AU2544                          STATION DESCRIPTION
 AU2544
 AU2544'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AU2544'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF JEANERETTE, 1 MILE
 AU2544'NORTHEAST OF PATOUTVILLE AND 5 MILES SOUTH-SOUTHEAST OF NEW IBERIA.
 AU2544'THE MARK IS SET ON THE SOUTH SIDE OF U.S. HIGHWAY 90 ON
 AU2544'LAND OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2544'
 AU2544'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU2544'HIGHWAY 85, GO SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 FOR 0.7 MILE
 AU2544'TO A RAILROAD CROSSING AND THE MARK SET NEAR A SERVICE ROAD.
 AU2544'
 AU2544'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2544'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2544'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 AU2544'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 AU2544'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 AU2544'ARE STAMPED 23E001 1974.  THE MARK IS 181 FEET NORTHWEST OF THE
 AU2544'WEST RAIL OF A SPUR LINE LEADING TO A SUGAR MILL, 147 FEET NORTH
 AU2544'OF A POWER POLE WITH A TRANSFORMER ATTACHED, 40 FEET SOUTHWEST
 AU2544'OF THE CENTER OF A SERVICE ROAD, 2.5 FEET NORTHEAST OF A POWER
 AU2544'POLE AND 2 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 AU2544'
 AU2544'NEAREST TOWN--JEANERETTE.
 AU2544'
 AU2544'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AU2544
 AU2544                          STATION RECOVERY (1995)
 AU2544
 AU2544'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2544'RECOVERED IN GOOD CONDITION.
 AU2544
 AU2544                          STATION RECOVERY (2006)
 AU2544
 AU2544'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 AU2544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2542 ***********************************************************************
 AU2542  DESIGNATION -  23 E 002 LDH 1974
 AU2542  PID         -  AU2542
 AU2542  STATE/COUNTY-  LA/IBERIA
 AU2542  USGS QUAD   -  JEANERETTE (1994)
 AU2542
 AU2542                         *CURRENT SURVEY CONTROL
 AU2542  ___________________________________________________________________
 AU2542* NAD 83(1992)-  29 54 11.09294(N)    091 42 12.96579(W)     ADJUSTED  
 AU2542* NAVD 88     -         5.2  **(meters)      17.   **(feet)  VERTCON   
 AU2542  **This station is located in a subsidence area (see below).
 AU2542  ___________________________________________________________________
 AU2542  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2542  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AU2542
 AU2542  HORZ ORDER  -  SECOND
 AU2542
 AU2542.The horizontal coordinates were established by classical geodetic methods
 AU2542.and adjusted by the National Geodetic Survey in January 1993..
 AU2542
 AU2542 ** The orthometric height has not been validated since last determined
 AU2542 ** by differential leveling and should not be used for control purposes.
 AU2542 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2542 ** area with valid NAVD 88 orthometric heights.
 AU2542 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2542 ** epoch indicated which incorporates improved geoid heights for the
 AU2542 ** Southern Louisiana Subsidence area.
 AU2542 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2542
 AU2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2542
 AU2542.The geoid height was determined by GEOID03.
 AU2542
 AU2542;                    North         East     Units Scale Factor Converg.
 AU2542;SPC LA S     -   155,581.390   964,242.194   MT  0.99992719   -0 11 06.5
 AU2542;SPC LA S     -   510,436.61  3,163,517.93   sFT  0.99992719   -0 11 06.5
 AU2542;UTM  15      - 3,308,752.052   625,161.354   MT  0.99979328   +0 38 47.0
 AU2542
 AU2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2542!SPC LA S     -   1.00000334  x   0.99992719  =   0.99993053
 AU2542!UTM  15      -   1.00000334  x   0.99979328  =   0.99979662
 AU2542
 AU2542:                Primary Azimuth Mark                     Grid Az
 AU2542:SPC LA S     -  JEANERETTE MUN TANK 1969                 070 13 04.1
 AU2542:UTM  15      -  JEANERETTE MUN TANK 1969                 069 23 10.6
 AU2542
 AU2542|---------------------------------------------------------------------|
 AU2542| PID    Reference Object                     Distance      Geod. Az  |
 AU2542|                                                           dddmmss.s |
 AU2542| AU2539 JEANERETTE MUN TANK 1969            APPROX. 2.9 KM 0700157.6 |
 AU2542| AU2544 23 E 001 LDH 1974                   APPROX. 1.8 KM 3053407.4 |
 AU2542|---------------------------------------------------------------------|
 AU2542
 AU2542                          SUPERSEDED SURVEY CONTROL
 AU2542
 AU2542  NAD 83(1986)-  29 54 11.11507(N)    091 42 12.96046(W) AD(       ) 2
 AU2542  NAD 27      -  29 54 10.37619(N)    091 42 12.54490(W) AD(       ) 2
 AU2542  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 AU2542
 AU2542.Superseded values are not recommended for survey control.
 AU2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2542.See file dsdata.txt to determine how the superseded data were derived.
 AU2542
 AU2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2516108752(NAD 83)
 AU2542_MARKER: DD = SURVEY DISK
 AU2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2542+STABILITY: SURFACE MOTION
 AU2542
 AU2542  HISTORY     - Date     Condition        Report By
 AU2542  HISTORY     - 1974     MONUMENTED       LADH
 AU2542
 AU2542                          STATION DESCRIPTION
 AU2542
 AU2542'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AU2542'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF JEANERETTE, 2
 AU2542'MILES EAST OF PATOUTVILLE AND 6 MILES SOUTH-SOUTHEAST OF NEW IBERIA.
 AU2542'THE MARK IS SET IN THE MEDIAN OF U.S. HIGHWAY 90 ON LAND OWNED BY
 AU2542'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2542'
 AU2542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU2542'HIGHWAY 85, GO SOUTH-SOUTHEAST FOR 1.9 MILES ALONG U.S. HIGHWAY 90
 AU2542'TO A CROSS OVER LANE AND THE MARK SET IN THE MEDIAN.
 AU2542'
 AU2542'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2542'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2542'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 AU2542'GROUND. THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS
 AU2542'OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 AU2542'THEY ARE STAMPED 23E002 1974.  THE MARK IS 45 FEET NORTHEAST OF THE
 AU2542'CENTER OF THE EAST BOUND LAND ON U.S. HIGHWAY 90, 44 FEET
 AU2542'SOUTHWEST OF THE CENTER OF THE WEST BOUND LANE ON U.S. HIGHWAY 90,
 AU2542'27 FEET SOUTHEAST OF THE CENTER OF A CROSS OVER LANE IN THE MEDIAN
 AU2542'AND 2 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 AU2542'
 AU2542'NEAREST TOWN--JEANERETTE.
 AU2542'
 AU2542'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2541 ***********************************************************************
 AU2541  DESIGNATION -  23 E 003 LDH 1974
 AU2541  PID         -  AU2541
 AU2541  STATE/COUNTY-  LA/IBERIA
 AU2541  USGS QUAD   -  JEANERETTE (1994)
 AU2541
 AU2541                         *CURRENT SURVEY CONTROL
 AU2541  ___________________________________________________________________
 AU2541* NAD 83(1992)-  29 53 38.49262(N)    091 41 20.60862(W)     ADJUSTED  
 AU2541* NAVD 88     -         5.0  **(meters)      16.   **(feet)  VERTCON   
 AU2541  **This station is located in a subsidence area (see below).
 AU2541  ___________________________________________________________________
 AU2541  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2541  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AU2541
 AU2541  HORZ ORDER  -  SECOND
 AU2541
 AU2541.The horizontal coordinates were established by classical geodetic methods
 AU2541.and adjusted by the National Geodetic Survey in January 1993..
 AU2541
 AU2541 ** The orthometric height has not been validated since last determined
 AU2541 ** by differential leveling and should not be used for control purposes.
 AU2541 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2541 ** area with valid NAVD 88 orthometric heights.
 AU2541 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2541 ** epoch indicated which incorporates improved geoid heights for the
 AU2541 ** Southern Louisiana Subsidence area.
 AU2541 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2541
 AU2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2541
 AU2541.The geoid height was determined by GEOID03.
 AU2541
 AU2541;                    North         East     Units Scale Factor Converg.
 AU2541;SPC LA S     -   154,573.193   965,643.593   MT  0.99992747   -0 10 40.3
 AU2541;SPC LA S     -   507,128.88  3,168,115.69   sFT  0.99992747   -0 10 40.3
 AU2541;UTM  15      - 3,307,764.427   626,577.049   MT  0.99979767   +0 39 12.4
 AU2541
 AU2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2541!SPC LA S     -   1.00000337  x   0.99992747  =   0.99993084
 AU2541!UTM  15      -   1.00000337  x   0.99979767  =   0.99980104
 AU2541
 AU2541:                Primary Azimuth Mark                     Grid Az
 AU2541:SPC LA S     -  JEANERETTE MUN TANK 1969                 033 33 32.7
 AU2541:UTM  15      -  JEANERETTE MUN TANK 1969                 032 43 40.0
 AU2541
 AU2541|---------------------------------------------------------------------|
 AU2541| PID    Reference Object                     Distance      Geod. Az  |
 AU2541|                                                           dddmmss.s |
 AU2541| AU2539 JEANERETTE MUN TANK 1969            APPROX. 2.4 KM 0332252.4 |
 AU2541| AU2542 23 E 002 LDH 1974                   APPROX. 1.7 KM 3053314.9 |
 AU2541|---------------------------------------------------------------------|
 AU2541
 AU2541                          SUPERSEDED SURVEY CONTROL
 AU2541
 AU2541  NAD 83(1986)-  29 53 38.51486(N)    091 41 20.60316(W) AD(       ) 2
 AU2541  NAD 27      -  29 53 37.77623(N)    091 41 20.18970(W) AD(       ) 2
 AU2541  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 AU2541
 AU2541.Superseded values are not recommended for survey control.
 AU2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2541.See file dsdata.txt to determine how the superseded data were derived.
 AU2541
 AU2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2657707764(NAD 83)
 AU2541_MARKER: DD = SURVEY DISK
 AU2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2541+STABILITY: SURFACE MOTION
 AU2541
 AU2541  HISTORY     - Date     Condition        Report By
 AU2541  HISTORY     - 1974     MONUMENTED       LADH
 AU2541
 AU2541                          STATION DESCRIPTION
 AU2541
 AU2541'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AU2541'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF JEANERETTE, 2.5
 AU2541'MILES SOUTHEAST OF PATOUTVILLE AND 7 MILES SOUTH-SOUTHEAST OF NEW
 AU2541'IBERIA.  THE MARK IS SET ON THE PROPERTY OWNED BY THE LOUISIANA
 AU2541'DEPARTMENT OF HIGHWAYS AND IS IN THE MEDIAN OF THE HIGHWAY.
 AU2541'
 AU2541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU2541'HIGHWAY 85, GO SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 FOR 3 MILES.
 AU2541'THE MARK IS SET IN THE MEDIAN OF THE HIGHWAY.
 AU2541'
 AU2541'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2541'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2541'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 AU2541'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 AU2541'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 AU2541'THEY ARE STAMPED 23E003 1974.  THE MARK IS 62.5 FEET SOUTHWEST OF
 AU2541'THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 90, 27 FEET
 AU2541'NORTHEAST OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 90
 AU2541'AND 2 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 AU2541'
 AU2541'NEAREST TOWN--JEANERETTE.
 AU2541'
 AU2541'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2540 ***********************************************************************
 AU2540  DESIGNATION -  23 E 004 LDH 1974
 AU2540  PID         -  AU2540
 AU2540  STATE/COUNTY-  LA/IBERIA
 AU2540  USGS QUAD   -  JEANERETTE (1994)
 AU2540
 AU2540                         *CURRENT SURVEY CONTROL
 AU2540  ___________________________________________________________________
 AU2540* NAD 83(1992)-  29 53 24.84241(N)    091 40 45.91581(W)     ADJUSTED  
 AU2540* NAVD 88     -         4.7  **(meters)      15.   **(feet)  VERTCON   
 AU2540  **This station is located in a subsidence area (see below).
 AU2540  ___________________________________________________________________
 AU2540  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU2540  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AU2540
 AU2540  HORZ ORDER  -  SECOND
 AU2540
 AU2540.The horizontal coordinates were established by classical geodetic methods
 AU2540.and adjusted by the National Geodetic Survey in January 1993..
 AU2540
 AU2540 ** The orthometric height has not been validated since last determined
 AU2540 ** by differential leveling and should not be used for control purposes.
 AU2540 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2540 ** area with valid NAVD 88 orthometric heights.
 AU2540 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2540 ** epoch indicated which incorporates improved geoid heights for the
 AU2540 ** Southern Louisiana Subsidence area.
 AU2540 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2540
 AU2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2540
 AU2540.The geoid height was determined by GEOID03.
 AU2540
 AU2540;                    North         East     Units Scale Factor Converg.
 AU2540;SPC LA S     -   154,150.060   966,573.066   MT  0.99992760   -0 10 23.0
 AU2540;SPC LA S     -   505,740.66  3,171,165.13   sFT  0.99992760   -0 10 23.0
 AU2540;UTM  15      - 3,307,354.876   627,512.443   MT  0.99980061   +0 39 29.5
 AU2540
 AU2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2540!SPC LA S     -   1.00000341  x   0.99992760  =   0.99993101
 AU2540!UTM  15      -   1.00000341  x   0.99980061  =   0.99980402
 AU2540
 AU2540:                Primary Azimuth Mark                     Grid Az
 AU2540:SPC LA S     -  JEANERETTE MUN TANK 1969                 009 09 00.1
 AU2540:UTM  15      -  JEANERETTE MUN TANK 1969                 008 19 07.6
 AU2540
 AU2540|---------------------------------------------------------------------|
 AU2540| PID    Reference Object                     Distance      Geod. Az  |
 AU2540|                                                           dddmmss.s |
 AU2540| AU2539 JEANERETTE MUN TANK 1969            APPROX. 2.4 KM 0085837.1 |
 AU2540| AU2541 23 E 003 LDH 1974                   APPROX. 1.0 KM 2941813.9 |
 AU2540|---------------------------------------------------------------------|
 AU2540
 AU2540                          SUPERSEDED SURVEY CONTROL
 AU2540
 AU2540  NAD 83(1986)-  29 53 24.86473(N)    091 40 45.91028(W) AD(       ) 2
 AU2540  NAD 27      -  29 53 24.12595(N)    091 40 45.49773(W) AD(       ) 2
 AU2540  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 AU2540
 AU2540.Superseded values are not recommended for survey control.
 AU2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2540.See file dsdata.txt to determine how the superseded data were derived.
 AU2540
 AU2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2751207355(NAD 83)
 AU2540_MARKER: DD = SURVEY DISK
 AU2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2540+STABILITY: SURFACE MOTION
 AU2540
 AU2540  HISTORY     - Date     Condition        Report By
 AU2540  HISTORY     - 1974     MONUMENTED       LADH
 AU2540
 AU2540                          STATION DESCRIPTION
 AU2540
 AU2540'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AU2540'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF JEANERETTE, 3.5
 AU2540'MILES SOUTHEAST OF PATOUTVILLE AND 7.6 MILES SOUTH-SOUTHEAST OF NEW
 AU2540'IBERIA.  THE MARK IS SET NEAR A SERVICE ROAD ON PROPERTY OWNED BY
 AU2540'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2540'
 AU2540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU2540'HIGHWAY 85, GO SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 FOR 4.1 MILES
 AU2540'TO THE MARK SET NORTH OF THE HIGHWAY NEAR A SERVICE ROAD.
 AU2540'
 AU2540'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2540'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2540'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 AU2540'GROUND. THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS
 AU2540'OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 AU2540'THEY ARE STAMPED 23E004 1974.  THE MARK IS 42.5 FEET
 AU2540'NORTH-NORTHEAST OF THE CENTER OF A SERVICE ROAD, 28 FEET
 AU2540'NORTHEAST OF THE EAST END OF A CROSS-DRAIN, 13.5 FEET NORTHWEST
 AU2540'OF A POWER POLE AND 2 FEET NORTHWEST OF A METAL WITNESS POST AND
 AU2540'SIGN.
 AU2540'
 AU2540'NEAREST TOWN--JEANERETTE.
 AU2540'
 AU2540'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2535 ***********************************************************************
 AU2535  DESIGNATION -  23 E 005
 AU2535  PID         -  AU2535
 AU2535  STATE/COUNTY-  LA/ST MARY
 AU2535  USGS QUAD   -  JEANERETTE (1994)
 AU2535
 AU2535                         *CURRENT SURVEY CONTROL
 AU2535  ___________________________________________________________________
 AU2535* NAD 83(1992)-  29 52 54.68634(N)    091 39 51.58421(W)     ADJUSTED  
 AU2535* NAVD 88     -         3.7  **(meters)      12.   **(feet)  VERTCON   
 AU2535  **This station is located in a subsidence area (see below).
 AU2535  ___________________________________________________________________
 AU2535  X           -    -160,751.596 (meters)                     COMP
 AU2535  Y           -  -5,532,438.360 (meters)                     COMP
 AU2535  Z           -   3,159,013.895 (meters)                     COMP
 AU2535  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2535  ELLIP HEIGHT-         -22.84  (meters)          (06/26/02) GPS OBS
 AU2535  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AU2535
 AU2535  HORZ ORDER  -  SECOND
 AU2535  ELLP ORDER  -  FOURTH    CLASS II
 AU2535
 AU2535.The horizontal coordinates were established by classical geodetic methods
 AU2535.and adjusted by the National Geodetic Survey in January 1993..
 AU2535
 AU2535 ** The orthometric height has not been validated since last determined
 AU2535 ** by differential leveling and should not be used for control purposes.
 AU2535 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2535 ** area with valid NAVD 88 orthometric heights.
 AU2535 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2535 ** epoch indicated which incorporates improved geoid heights for the
 AU2535 ** Southern Louisiana Subsidence area.
 AU2535 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2535
 AU2535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2535
 AU2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2535
 AU2535.The ellipsoidal height was determined by GPS observations
 AU2535.and is referenced to NAD 83.
 AU2535
 AU2535.The geoid height was determined by GEOID03.
 AU2535
 AU2535;                    North         East     Units Scale Factor Converg.
 AU2535;SPC LA S     -   153,217.265   968,028.054   MT  0.99992789   -0 09 55.8
 AU2535;SPC LA S     -   502,680.31  3,175,938.71   sFT  0.99992789   -0 09 55.8
 AU2535;UTM  15      - 3,306,443.398   628,980.625   MT  0.99980525   +0 39 55.9
 AU2535
 AU2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2535!SPC LA S     -   1.00000359  x   0.99992789  =   0.99993148
 AU2535!UTM  15      -   1.00000359  x   0.99980525  =   0.99980884
 AU2535
 AU2535:                Primary Azimuth Mark                     Grid Az
 AU2535:SPC LA S     -  LANDRY                                   195 24 17.8
 AU2535:UTM  15      -  LANDRY                                   194 34 26.1
 AU2535
 AU2535|---------------------------------------------------------------------|
 AU2535| PID    Reference Object                     Distance      Geod. Az  |
 AU2535|                                                           dddmmss.s |
 AU2535| AU2537 LANDRY                              APPROX. 0.6 KM 1951422.0 |
 AU2535| AU2540 23 E 004 LDH 1974                   APPROX. 1.7 KM 3022954.6 |
 AU2535| AU2539 JEANERETTE MUN TANK 1969            APPROX. 3.5 KM 3420744.7 |
 AU2535|---------------------------------------------------------------------|
 AU2535
 AU2535                          SUPERSEDED SURVEY CONTROL
 AU2535
 AU2535  ELLIP H (01/21/93)  -22.83   (m)                       GP(       ) 4 2
 AU2535  NAD 83(1986)-  29 52 54.70878(N)    091 39 51.57853(W) AD(       ) 2
 AU2535  NAD 27      -  29 52 53.96928(N)    091 39 51.16740(W) AD(       ) 2
 AU2535  NGVD 29 (11/27/91)    3.7    (m)           12.     (f) GPS OBS        
 AU2535
 AU2535.Superseded values are not recommended for survey control.
 AU2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2535.See file dsdata.txt to determine how the superseded data were derived.
 AU2535
 AU2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2898106443(NAD 83)
 AU2535_MARKER: DD = SURVEY DISK
 AU2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2535_SP_SET: CONCRETE POST
 AU2535_STAMPING: 23 E 005 1974
 AU2535_MARK LOGO: LADH  
 AU2535_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2535+STABILITY: SURFACE MOTION
 AU2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2535+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 AU2535
 AU2535  HISTORY     - Date     Condition        Report By
 AU2535  HISTORY     - 1974     MONUMENTED       LADH
 AU2535  HISTORY     - 1974     GOOD             LADH
 AU2535  HISTORY     - 19900215 GOOD             GWMSI
 AU2535
 AU2535                          STATION DESCRIPTION
 AU2535
 AU2535'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AU2535'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH OF JEANERETTE, 2 MILES
 AU2535'SOUTHWEST OF ALBANIA AND 9 MILES SOUTH-SOUTHEAST OF NEW IBERIA.  THE
 AU2535'MARK IS SET IN THE MEDIAN OF U.S. HIGHWAY 90 ON PROPERTY OWNED BY
 AU2535'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2535'
 AU2535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU2535'HIGHWAY 85, GO SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 FOR 4.7 MILES.
 AU2535'THE MARK IS SET IN THE MEDIAN OF THE HIGHWAY NEAR A CROSS-OVER.
 AU2535'
 AU2535'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2535'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2535'CYLINDRICAL CONCRETE MOMUMENT THAT PROJECTS 2 INCHES.  THE
 AU2535'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 AU2535'THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED
 AU2535'23E005 1974.  THE MARK IS 61 FEET NORTHEAST OF THE CENTER OF THE
 AU2535'EAST BOUND LANE ON U.S. HIGHWAY 90, 56 FEET EAST-SOUTHEAST OF THE
 AU2535'CENTER OF A CROSS-OVER, 28 FEET SOUTH-WEST OF THE CENTER OF THE WEST
 AU2535'BOUND LANE ON U.S.  HIGHWAY 90 AND 2 FEET NORTHEAST OF A METAL
 AU2535'WITNESS POST AND SIGN.
 AU2535'
 AU2535'NEAREST TOWN--JEANERETTE.
 AU2535'
 AU2535'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AU2535
 AU2535                          STATION RECOVERY (1974)
 AU2535
 AU2535'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1974
 AU2535'RECOVERED IN GOOD CONDITION.
 AU2535
 AU2535                          STATION RECOVERY (1990)
 AU2535
 AU2535'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU2535'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH OF JEANERETTE, 2 MILES
 AU2535'SOUTHWEST OF ALBANIA AND 9 MILES SOUTH-SOUTHEAST OF NEW IBERIA.  THE
 AU2535'MARK IS SET IN THE MEDIAN OF U.S. HIGHWAY 90 ON PROPERTY OWNED BY
 AU2535'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU2535'HIGHWAY 85, GO SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 FOR 4.7 MILES.
 AU2535'THE MARK IS SET IN THE MEDIAN OF THE HIGHWAY NEAR A CROSS-OVER.
 AU2535'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2535'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2535'CYLINDRICAL CONCRETE MOMUMENT THAT PROJECTS 2 INCHES.  THE
 AU2535'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 AU2535'THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED
 AU2535'23E005 1974.  THE MARK IS 61 FEET NORTHEAST OF THE CENTER OF THE
 AU2535'EAST BOUND LANE ON U.S. HIGHWAY 90, 56 FEET EAST-SOUTHEAST OF THE
 AU2535'CENTER OF A CROSS-OVER, 28 FEET SOUTH-WEST OF THE CENTER OF THE WEST
 AU2535'BOUND LANE ON U.S.  HIGHWAY 90 AND 2 FEET NORTHEAST OF A METAL
 AU2535'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1885 ***********************************************************************
 AU1885  DESIGNATION -  23 V 17
 AU1885  PID         -  AU1885
 AU1885  STATE/COUNTY-  LA/IBERIA
 AU1885  USGS QUAD   -  DELCAMBRE (1994)
 AU1885
 AU1885                         *CURRENT SURVEY CONTROL
 AU1885  ___________________________________________________________________
 AU1885* NAD 83(1992)-  29 59 47.66012(N)    091 52 31.50530(W)     ADJUSTED  
 AU1885* NAVD 88     -         3.70   (+/-2cm)      12.1  **(feet)  VERTCON   
 AU1885  **This station is located in a subsidence area (see below).
 AU1885  ___________________________________________________________________
 AU1885  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU1885  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AU1885
 AU1885  HORZ ORDER  -  SECOND
 AU1885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AU1885
 AU1885.The horizontal coordinates were established by classical geodetic methods
 AU1885.and adjusted by the National Geodetic Survey in January 1993..
 AU1885
 AU1885 ** The orthometric height has not been validated since last determined
 AU1885 ** by differential leveling and should not be used for control purposes.
 AU1885 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1885 ** area with valid NAVD 88 orthometric heights.
 AU1885 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1885 ** epoch indicated which incorporates improved geoid heights for the
 AU1885 ** Southern Louisiana Subsidence area.
 AU1885 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1885.The vertical order pertains to the NGVD 29 superseded value.
 AU1885
 AU1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1885
 AU1885.The geoid height was determined by GEOID03.
 AU1885
 AU1885;                    North         East     Units Scale Factor Converg.
 AU1885;SPC LA S     -   166,010.179   947,698.535   MT  0.99992575   -0 16 15.8
 AU1885;SPC LA S     -   544,651.73  3,109,240.94   sFT  0.99992575   -0 16 15.8
 AU1885;UTM  15      - 3,318,937.774   608,470.554   MT  0.99974516   +0 33 44.2
 AU1885
 AU1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1885!SPC LA S     -   1.00000363  x   0.99992575  =   0.99992938
 AU1885!UTM  15      -   1.00000363  x   0.99974516  =   0.99974879
 AU1885
 AU1885:                Primary Azimuth Mark                     Grid Az
 AU1885:SPC LA S     -  CANE                                     120 08 23.7
 AU1885:UTM  15      -  CANE                                     119 18 23.7
 AU1885
 AU1885|---------------------------------------------------------------------|
 AU1885| PID    Reference Object                     Distance      Geod. Az  |
 AU1885|                                                           dddmmss.s |
 AU1885| AU2611 CANE                                481.367 METERS 1195207.9 |
 AU1885| BJ5150 23 B 005 LDH 1973                   APPROX. 1.0 KM 3123803.9 |
 AU1885|---------------------------------------------------------------------|
 AU1885
 AU1885                          SUPERSEDED SURVEY CONTROL
 AU1885
 AU1885  NAD 83(1986)-  29 59 47.68079(N)    091 52 31.49961(W) AD(       ) 2
 AU1885  NAD 27      -  29 59 46.94638(N)    091 52 31.07414(W) AD(       ) 2
 AU1885  NGVD 29 (??/??/??)    3.713  (m)           12.18   (f) ADJUSTED    2 0
 AU1885
 AU1885.Superseded values are not recommended for survey control.
 AU1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1885.See file dsdata.txt to determine how the superseded data were derived.
 AU1885
 AU1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0847118938(NAD 83)
 AU1885_MARKER: DB = BENCH MARK DISK
 AU1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1885_SP_SET: CONCRETE POST
 AU1885_STAMPING: 23 V 17
 AU1885_MARK LOGO: LADTD 
 AU1885_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AU1885+STABILITY: POSITION/ELEVATION WELL
 AU1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1885+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 AU1885
 AU1885  HISTORY     - Date     Condition        Report By
 AU1885  HISTORY     - 1968     MONUMENTED       LADTD
 AU1885  HISTORY     - 1973     GOOD             LADH
 AU1885  HISTORY     - 19921101 GOOD             NOS
 AU1885  HISTORY     - 19950503 GOOD             USPSQD
 AU1885
 AU1885                          STATION DESCRIPTION
 AU1885
 AU1885'DESCRIBED BY LA TRANSP AND DEV 1968
 AU1885'1.30 MI NW FROM NEW IBERIA.
 AU1885'ABOUT 1.30 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 3052 FROM THE
 AU1885'NORTHWEST END OF THE OVERPASS OVER LOUISIANA HIGHWAY 14 NEAR NEW
 AU1885'IBERIA.  IN SECTION 17, T12S, R6E.  104.2 FEET SOUTH-SOUTHWEST OF THE
 AU1885'CENTERLINE OF THE SOUTH-BOUND ROADWAY OF LOUISIANA HIGHWAY 3052, 132.7
 AU1885'FEET NORTHWEST OF A 48 INCH OAK TREE, 13.0 FEET SOUTHEAST OF A POWER
 AU1885'POLE, 3.0 FEET NORTHEAST OF A BARBED WIRE FENCE, 297.8 FEET SOUTHEAST
 AU1885'OF THE SOUTHEAST CORNER OF A CONCRETE GUARDRAIL ON THE SOUTH SIDE OF A
 AU1885'CONCRETE BRIDGE OVER A DRAINAGE CANAL ON THE SOUTH-BOUND ROADWAY ON
 AU1885'LOUISIANA HIGHWAY 3052.  SET IN TOP OF A CONCRETE POST PROJECTING 4
 AU1885'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.3 FEET
 AU1885'SOUTHWEST OF THE MARK.
 AU1885
 AU1885                          STATION RECOVERY (1973)
 AU1885
 AU1885'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU1885'THE STATION IS LOCATED 3.5 MILES WEST OF NEW IBERIA, 4.5 MILES SOUTH
 AU1885'OF BURKE, AND 7.5 MILES NORTHEAST OF DELCAMBRE, IN THE SOUTHEAST
 AU1885'QUARTER OF SECTION 17, T12S, R6E, AND ON THE PROPERTY OWNED BY THE
 AU1885'LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU1885'
 AU1885'TO REACH THE STATION FROM THE INTERCHANGE ON U. S. HIGHWAY 90 AND
 AU1885'STATE HIGHWAY 14 JUST WEST OF NEW IBERIA, DRIVE NORTHWEST ALONG U.S.
 AU1885'HIGHWAY 90 FOR 1.2 MILES TO THE MARK WHICH IS SET ON THE LEFT AND
 AU1885'WEST OF THE HIGHWAY NEAR A POWER POLE.
 AU1885'
 AU1885'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU1885'U.S. COAST AND GEODETIC BENCH MARK DISK SET IN THE TOP OF A 12-INCH
 AU1885'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 AU1885'STAMPED 23V17.  IT IS 133 FEET NORTHWEST OF A 36-INCH OAK TREE, 104
 AU1885'FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S.
 AU1885'HIGHWAY 90, 12.4 FEET SOUTHEAST OF A POWER POLE, 2.5 FEET
 AU1885'NORTHEAST OF A BARBED WIRE FENCE, AND 1.5 FEET NORTHEAST OF A
 AU1885'METAL WITNESS POST AND SIGN.
 AU1885'
 AU1885'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU1885
 AU1885                          STATION RECOVERY (1992)
 AU1885
 AU1885'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AU1885'RECOVERED IN GOOD CONDITION.
 AU1885
 AU1885                          STATION RECOVERY (1995)
 AU1885
 AU1885'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1874 ***********************************************************************
 AU1874  DESIGNATION -  23 V 38
 AU1874  PID         -  AU1874
 AU1874  STATE/COUNTY-  LA/IBERIA
 AU1874  USGS QUAD   -  JEANERETTE (1994)
 AU1874
 AU1874                         *CURRENT SURVEY CONTROL
 AU1874  ___________________________________________________________________
 AU1874* NAD 83(1992)-  29 55 49.99718(N)    091 43 04.77102(W)     ADJUSTED  
 AU1874* NAVD 88     -         6.12   (+/-2cm)      20.1  **(feet)  VERTCON   
 AU1874  **This station is located in a subsidence area (see below).
 AU1874  ___________________________________________________________________
 AU1874  X           -    -165,852.556 (meters)                     COMP
 AU1874  Y           -  -5,529,597.174 (meters)                     COMP
 AU1874  Z           -   3,163,694.383 (meters)                     COMP
 AU1874  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU1874  ELLIP HEIGHT-         -20.53  (meters)          (06/26/02) GPS OBS
 AU1874  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AU1874
 AU1874  HORZ ORDER  -  SECOND
 AU1874  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU1874  ELLP ORDER  -  FOURTH    CLASS II
 AU1874
 AU1874.The horizontal coordinates were established by classical geodetic methods
 AU1874.and adjusted by the National Geodetic Survey in January 1993..
 AU1874
 AU1874 ** The orthometric height has not been validated since last determined
 AU1874 ** by differential leveling and should not be used for control purposes.
 AU1874 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1874 ** area with valid NAVD 88 orthometric heights.
 AU1874 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1874 ** epoch indicated which incorporates improved geoid heights for the
 AU1874 ** Southern Louisiana Subsidence area.
 AU1874 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1874.The vertical order pertains to the NGVD 29 superseded value.
 AU1874
 AU1874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1874
 AU1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1874
 AU1874.The ellipsoidal height was determined by GPS observations
 AU1874.and is referenced to NAD 83.
 AU1874
 AU1874.The geoid height was determined by GEOID03.
 AU1874
 AU1874;                    North         East     Units Scale Factor Converg.
 AU1874;SPC LA S     -   158,631.182   962,862.707   MT  0.99992649   -0 11 32.4
 AU1874;SPC LA S     -   520,442.47  3,158,992.06   sFT  0.99992649   -0 11 32.4
 AU1874;UTM  15      - 3,311,781.086   623,737.932   MT  0.99978891   +0 38 23.1
 AU1874
 AU1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1874!SPC LA S     -   1.00000322  x   0.99992649  =   0.99992971
 AU1874!UTM  15      -   1.00000322  x   0.99978891  =   0.99979213
 AU1874
 AU1874:                Primary Azimuth Mark                     Grid Az
 AU1874:SPC LA S     -  JEANERETTE MUN TANK 1969                 116 49 04.7
 AU1874:UTM  15      -  JEANERETTE MUN TANK 1969                 115 59 09.2
 AU1874
 AU1874|---------------------------------------------------------------------|
 AU1874| PID    Reference Object                     Distance      Geod. Az  |
 AU1874|                                                           dddmmss.s |
 AU1874| AU2539 JEANERETTE MUN TANK 1969            APPROX. 4.6 KM 1163732.3 |
 AU1874| AU2547 23 D 004 LDH 1974                   APPROX. 1.6 KM 2194830.3 |
 AU1874|---------------------------------------------------------------------|
 AU1874
 AU1874                          SUPERSEDED SURVEY CONTROL
 AU1874
 AU1874  ELLIP H (01/21/93)  -20.52   (m)                       GP(       ) 4 2
 AU1874  NAD 83(1986)-  29 55 50.01927(N)    091 43 04.76612(W) AD(       ) 2
 AU1874  NAD 27      -  29 55 49.28344(N)    091 43 04.35113(W) AD(       ) 2
 AU1874  NGVD 29 (??/??/??)    6.140  (m)           20.14   (f) ADJUSTED    1 1
 AU1874
 AU1874.Superseded values are not recommended for survey control.
 AU1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1874.See file dsdata.txt to determine how the superseded data were derived.
 AU1874
 AU1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2373811781(NAD 83)
 AU1874_MARKER: DD = SURVEY DISK
 AU1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1874_SP_SET: CONCRETE POST
 AU1874_STAMPING: 23 V 38 1968
 AU1874_MARK LOGO: LADTD 
 AU1874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1874+STABILITY: SURFACE MOTION
 AU1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1874+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1990
 AU1874
 AU1874  HISTORY     - Date     Condition        Report By
 AU1874  HISTORY     - 1974     MONUMENTED       LADH
 AU1874  HISTORY     - 1969     GOOD             CGS
 AU1874  HISTORY     - 1974     GOOD             NGS
 AU1874  HISTORY     - 19901015 GOOD             GWMSI
 AU1874
 AU1874                          STATION DESCRIPTION
 AU1874
 AU1874'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AU1874'THE STATION IS LOCATED 3.4 MILES SOUTHWEST OF JEANERETTE, 4.3 MILES
 AU1874'NORTHEAST OF LYDIA AND 7.8 MILES EAST OF NEW IBERIA, SECTION 20,
 AU1874'T13S, R7E.
 AU1874'
 AU1874'TO REACH THE STATION FROM INTERSECTION OF US HIGHWAY 90 AND STATE
 AU1874'HIGHWAY 85 IN EAST JEANERETTE, GO SOUTHWEST ALONG STATE HIGHWAY 85
 AU1874'FOR 2.4 MILES THEN NORTHWEST ALONG STATE HIGHWAY 85 FOR 1.9 MILES
 AU1874'TO ITS INTERSECTION WITH STATE HIGHWAY 674 AND THE MARK WHICH IS
 AU1874'SET NORTH-NORTHEAST OF STATE HIGHWAY 674.
 AU1874'
 AU1874'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU1874'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 AU1874'CONCRETE POST PROJECTING 2 INCHES.  IT IS STAMPED 23V38 1968.  IT
 AU1874'IS 177 FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING INTO A
 AU1874'FIELD, 59 FEET WEST-NORTHWEST OF A GUY-LINE POLE, 52.0 FEET
 AU1874'NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 674, AND 1 FOOT
 AU1874'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 AU1874'
 AU1874'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU1874
 AU1874                          STATION RECOVERY (1969)
 AU1874
 AU1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AU1874'3.85 MI W FROM JEANERETTE.
 AU1874'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 AU1874'FROM THE STATION AT JEANERETTE, THENCE 1.0 MILE SOUTHWEST AND 1.85
 AU1874'MILES NORTHWEST ALONG STATE HIGHWAY 85, 52 FEET NORTH OF THE CENTER OF
 AU1874'THE JUNCTION OF STATE HIGHWAY 674, 51 FEET NORTHEAST OF THE CENTER
 AU1874'LINE OF STATE HIGHWAY 674, 11 FEET NORTHWEST OF THE EXTENDED CENTER
 AU1874'LINE OF STATE HIGHWAY 85 LEADING SOUTHWEST, 7 1/2 FEET NORTHWEST OF
 AU1874'THE NORTHEAST ONE OF TWO FENCE CORNERS, 1.4 FEET SOUTHWEST OF A FENCE
 AU1874'LINE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AU1874'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 AU1874'ABOVE THE LEVEL OF THE GROUND.
 AU1874
 AU1874                          STATION RECOVERY (1974)
 AU1874
 AU1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AU1874'RECOVERED IN GOOD CONDITION.
 AU1874
 AU1874                          STATION RECOVERY (1990)
 AU1874
 AU1874'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0205 ***********************************************************************
 BJ0205  DESIGNATION -  23 WARL
 BJ0205  PID         -  BJ0205
 BJ0205  STATE/COUNTY-  LA/ST LANDRY
 BJ0205  USGS QUAD   -  MELVILLE (1994)
 BJ0205
 BJ0205                         *CURRENT SURVEY CONTROL
 BJ0205  ___________________________________________________________________
 BJ0205* NAD 83(1986)-  30 42 21.     (N)    091 44 21.     (W)     SCALED    
 BJ0205* NAVD 88     -         9.942  (meters)      32.62   (feet)  ADJUSTED  
 BJ0205  ___________________________________________________________________
 BJ0205  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0205  DYNAMIC HT  -           9.929 (meters)      32.58  (feet)  COMP
 BJ0205  MODELED GRAV-     979,360.3   (mgal)                       NAVD 88
 BJ0205
 BJ0205  VERT ORDER  -  FIRST     CLASS I
 BJ0205
 BJ0205.The horizontal coordinates were scaled from a topographic map and have
 BJ0205.an estimated accuracy of +/- 6 seconds.
 BJ0205
 BJ0205.The orthometric height was determined by differential leveling
 BJ0205.and adjusted by the National Geodetic Survey in February 1994..
 BJ0205
 BJ0205.The geoid height was determined by GEOID03.
 BJ0205
 BJ0205.The dynamic height is computed by dividing the NAVD 88
 BJ0205.geopotential number by the normal gravity value computed on the
 BJ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0205.degrees latitude (g = 980.6199 gals.).
 BJ0205
 BJ0205.The modeled gravity was interpolated from observed gravity values.
 BJ0205
 BJ0205;                    North         East    Units  Estimated Accuracy
 BJ0205;SPC LA S     -   244,580.      961,120.      MT  (+/- 180 meters Scaled)
 BJ0205
 BJ0205                          SUPERSEDED SURVEY CONTROL
 BJ0205
 BJ0205  NAVD 88 (06/15/91)    9.982  (m)           32.75   (f) UNKNOWN     1 1
 BJ0205  NGVD 29 (??/??/??)    9.945  (m)           32.63   (f) ADJUSTED    1 1
 BJ0205
 BJ0205.Superseded values are not recommended for survey control.
 BJ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0205.See file dsdata.txt to determine how the superseded data were derived.
 BJ0205
 BJ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP207976(NAD 83)
 BJ0205_MARKER: DD = SURVEY DISK
 BJ0205_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0205_SP_SET: 120 FT IRON PIPE
 BJ0205_STAMPING: PBM 23 WARL 1976 USE
 BJ0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0205
 BJ0205  HISTORY     - Date     Condition        Report By
 BJ0205  HISTORY     - 1976     MONUMENTED       USE
 BJ0205  HISTORY     - 1976     GOOD             NGS
 BJ0205  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 BJ0205
 BJ0205                          STATION DESCRIPTION
 BJ0205
 BJ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0205'1.1 MI NORTH FROM MELVILLE.
 BJ0205'0.8 MILE NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0205'RAILROAD OVERPASS, THENCE 0.05 MILE EAST ALONG A LEVEE ROAD
 BJ0205'THENCE 0.25 MILES NORTH ALONG THE WEST LEVEE ROAD OF THE ATCHAFALAYA
 BJ0205'RIVER, 0.1 MILE SOUTH OF AN OVERHEAD PIPE LINE CROSSING THE RIVER
 BJ0205'AND BENCH MARK Z 282, 143 FT SOUTHWEST OF THE JUNCTION OF A ROAD
 BJ0205'LEADING NORTHEAST TO THE RIVER BANK, 88 FT WEST OF THE CENTER LINE
 BJ0205'OF THE ROAD, A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF
 BJ0205'120 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 96 FT WITH
 BJ0205'A 3-INCH SCREW CAP FOR ACCESS. THE CAP PROJECTS 21 INCHES ABOVE THE
 BJ0205'GROUND
 BJ0205
 BJ0205                          STATION RECOVERY (2005)
 BJ0205
 BJ0205'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3934 ***********************************************************************
 BJ3934  DESIGNATION -  230 73
 BJ3934  PID         -  BJ3934
 BJ3934  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3934  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3934
 BJ3934                         *CURRENT SURVEY CONTROL
 BJ3934  ___________________________________________________________________
 BJ3934* NAD 83(1986)-  30 27 02.     (N)    091 01 29.     (W)     SCALED    
 BJ3934* NAVD 88     -        12.054  (meters)      39.55   (feet)  ADJUSTED  
 BJ3934  ___________________________________________________________________
 BJ3934  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3934  DYNAMIC HT  -          12.038 (meters)      39.49  (feet)  COMP
 BJ3934  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ3934
 BJ3934  VERT ORDER  -  SECOND    CLASS II
 BJ3934
 BJ3934.The horizontal coordinates were scaled from a topographic map and have
 BJ3934.an estimated accuracy of +/- 6 seconds.
 BJ3934
 BJ3934.The orthometric height was determined by differential leveling
 BJ3934.and adjusted by the National Geodetic Survey in February 1994..
 BJ3934
 BJ3934.The geoid height was determined by GEOID03.
 BJ3934
 BJ3934.The dynamic height is computed by dividing the NAVD 88
 BJ3934.geopotential number by the normal gravity value computed on the
 BJ3934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3934.degrees latitude (g = 980.6199 gals.).
 BJ3934
 BJ3934.The modeled gravity was interpolated from observed gravity values.
 BJ3934
 BJ3934;                    North         East    Units  Estimated Accuracy
 BJ3934;SPC LA S     -   216,250.    1,029,640.      MT  (+/- 180 meters Scaled)
 BJ3934
 BJ3934                          SUPERSEDED SURVEY CONTROL
 BJ3934
 BJ3934.No superseded survey control is available for this station.
 BJ3934
 BJ3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP896703(NAD 83)
 BJ3934_MARKER: DB = BENCH MARK DISK
 BJ3934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3934_SP_SET: CONCRETE POST
 BJ3934_STAMPING: 230-73 1973
 BJ3934_MARK LOGO: LA-033
 BJ3934_PROJECTION: FLUSH
 BJ3934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3934+STABILITY: SURFACE MOTION
 BJ3934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3934+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 BJ3934
 BJ3934  HISTORY     - Date     Condition        Report By
 BJ3934  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3934  HISTORY     - 1987     GOOD             LA-033
 BJ3934  HISTORY     - 20050405 GOOD             AERODA
 BJ3934
 BJ3934                          STATION DESCRIPTION
 BJ3934
 BJ3934'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3934'IN BATON ROUGE.
 BJ3934'LOCATED EAST OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF OLD
 BJ3934'HAMMOND HIGHWAY AND MILLERVILLE ROAD NEAR THE HIBERNIA NATIONAL BANK
 BJ3934'17.4 METERS (57 FEET) WEST OF THE CENTERLINE OF MILLERVILLE ROAD 12.2
 BJ3934'METERS (40 FEET) SOUTHEAST OF THE CENTERLINE OF OLD HAMMOND HIGHWAY,
 BJ3934'2.1 METERS (7 FEET) SOUTH OF A POWER POLE, AND 0.91 METERS (3 FEET)
 BJ3934'NORTHWEST OF A TELEPHONE JUNCTION BOX.
 BJ3934'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 BJ3934'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3934
 BJ3934                          STATION RECOVERY (2005)
 BJ3934
 BJ3934'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ3934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3945 ***********************************************************************
 BJ3945  DESIGNATION -  230 74 AZ MK 2
 BJ3945  PID         -  BJ3945
 BJ3945  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3945  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3945
 BJ3945                         *CURRENT SURVEY CONTROL
 BJ3945  ___________________________________________________________________
 BJ3945* NAD 83(1986)-  30 27 04.     (N)    091 01 28.     (W)     SCALED    
 BJ3945* NAVD 88     -        11.910  (meters)      39.07   (feet)  ADJUSTED  
 BJ3945  ___________________________________________________________________
 BJ3945  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3945  DYNAMIC HT  -          11.895 (meters)      39.03  (feet)  COMP
 BJ3945  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BJ3945
 BJ3945  VERT ORDER  -  SECOND    CLASS II
 BJ3945
 BJ3945.The horizontal coordinates were scaled from a topographic map and have
 BJ3945.an estimated accuracy of +/- 6 seconds.
 BJ3945
 BJ3945.The orthometric height was determined by differential leveling
 BJ3945.and adjusted by the National Geodetic Survey in February 1994..
 BJ3945
 BJ3945.The geoid height was determined by GEOID03.
 BJ3945
 BJ3945.The dynamic height is computed by dividing the NAVD 88
 BJ3945.geopotential number by the normal gravity value computed on the
 BJ3945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3945.degrees latitude (g = 980.6199 gals.).
 BJ3945
 BJ3945.The modeled gravity was interpolated from observed gravity values.
 BJ3945
 BJ3945;                    North         East    Units  Estimated Accuracy
 BJ3945;SPC LA S     -   216,310.    1,029,670.      MT  (+/- 180 meters Scaled)
 BJ3945
 BJ3945                          SUPERSEDED SURVEY CONTROL
 BJ3945
 BJ3945.No superseded survey control is available for this station.
 BJ3945
 BJ3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP896704(NAD 83)
 BJ3945_MARKER: DZ = AZIMUTH MARK DISK
 BJ3945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3945_SP_SET: CONCRETE POST
 BJ3945_STAMPING: 230-74 AZ-2
 BJ3945_MARK LOGO: LA-033
 BJ3945_PROJECTION: FLUSH
 BJ3945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3945+STABILITY: SURFACE MOTION
 BJ3945
 BJ3945  HISTORY     - Date     Condition        Report By
 BJ3945  HISTORY     - 1974     MONUMENTED       LA-033
 BJ3945  HISTORY     - 1987     GOOD             LA-033
 BJ3945
 BJ3945                          STATION DESCRIPTION
 BJ3945
 BJ3945'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3945'IN BATON ROUGE.
 BJ3945'LOCATED EAST OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF OLD
 BJ3945'HAMMOND HIGHWAY AND MILLERVILLE ROAD, 107 METERS (351 FEET) SOUTHWEST
 BJ3945'OF THE CENTERLINE OF MILLERVILLE ROAD, 20.1 METERS (66 FEET)
 BJ3945'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 7.6 METERS (25 FEET)
 BJ3945'SOUTHEAST OF THE CENTERLINE OF OLD HAMMOND HIGHWAY AND 1.8 METERS (6
 BJ3945'FEET) NORTHWEST OF A CORNER FENCE POST.
 BJ3945'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ3945'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1201 ***********************************************************************
 CP1201  DESIGNATION -  2300 A BOLT
 CP1201  PID         -  CP1201
 CP1201  STATE/COUNTY-  LA/MADISON
 CP1201  USGS QUAD   -  SONDHEIMER (1994)
 CP1201
 CP1201                         *CURRENT SURVEY CONTROL
 CP1201  ___________________________________________________________________
 CP1201* NAD 83(1986)-  32 31 20.     (N)    091 08 03.     (W)     SCALED    
 CP1201* NAVD 88     -        26.82   (+/-2cm)      88.0    (feet)  VERTCON   
 CP1201  ___________________________________________________________________
 CP1201  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP1201
 CP1201  VERT ORDER  -  ? (See Below)
 CP1201
 CP1201.The horizontal coordinates were scaled from a topographic map and have
 CP1201.an estimated accuracy of +/- 6 seconds.
 CP1201
 CP1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1201.The vertical order pertains to the NGVD 29 superseded value.
 CP1201
 CP1201.The geoid height was determined by GEOID03.
 CP1201
 CP1201;                    North         East    Units  Estimated Accuracy
 CP1201;SPC LA N     -   225,030.    1,128,320.      MT  (+/- 180 meters Scaled)
 CP1201
 CP1201                          SUPERSEDED SURVEY CONTROL
 CP1201
 CP1201  NGVD 29 (??/??/92)   26.841  (m)           88.06   (f) ADJ UNCH    ?  
 CP1201
 CP1201.Superseded values are not recommended for survey control.
 CP1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1201.See file dsdata.txt to determine how the superseded data were derived.
 CP1201
 CP1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR752998(NAD 83)
 CP1201_MARKER: B = BOLT
 CP1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1201_SP_SET: STONE
 CP1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1201+STABILITY: SURFACE MOTION
 CP1201
 CP1201  HISTORY     - Date     Condition        Report By
 CP1201  HISTORY     - UNK      MONUMENTED       DOD
 CP1201  HISTORY     - 1934     GOOD             DOD
 CP1201
 CP1201                          STATION DESCRIPTION
 CP1201
 CP1201'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1201'IN OMEGA.
 CP1201'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1201'MISS. RIVER, MADISON PARISH, LA., AT OMEGA, LA.  1021 FEET WEST OF
 CP1201'LEVEE STATION NO. 2300.  2000 FEET NORTHWEST OF LEES CHAPEL.  500 FEET
 CP1201'NORTHEAST OF INTERSECTION OF DRAINAGE DITCH AND BENA BAYOU.  200 FEET
 CP1201'WEST OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1200 ***********************************************************************
 CP1200  DESIGNATION -  2300 A CAP
 CP1200  PID         -  CP1200
 CP1200  STATE/COUNTY-  LA/MADISON
 CP1200  USGS QUAD   -  SONDHEIMER (1994)
 CP1200
 CP1200                         *CURRENT SURVEY CONTROL
 CP1200  ___________________________________________________________________
 CP1200* NAD 83(1986)-  32 31 20.     (N)    091 08 03.     (W)     SCALED    
 CP1200* NAVD 88     -        28.05   (+/-2cm)      92.0    (feet)  VERTCON   
 CP1200  ___________________________________________________________________
 CP1200  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP1200
 CP1200  VERT ORDER  -  ? (See Below)
 CP1200
 CP1200.The horizontal coordinates were scaled from a topographic map and have
 CP1200.an estimated accuracy of +/- 6 seconds.
 CP1200
 CP1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1200.The vertical order pertains to the NGVD 29 superseded value.
 CP1200
 CP1200.The geoid height was determined by GEOID03.
 CP1200
 CP1200;                    North         East    Units  Estimated Accuracy
 CP1200;SPC LA N     -   225,030.    1,128,320.      MT  (+/- 180 meters Scaled)
 CP1200
 CP1200                          SUPERSEDED SURVEY CONTROL
 CP1200
 CP1200  NGVD 29 (??/??/92)   28.070  (m)           92.09   (f) ADJ UNCH    ?  
 CP1200
 CP1200.Superseded values are not recommended for survey control.
 CP1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1200.See file dsdata.txt to determine how the superseded data were derived.
 CP1200
 CP1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR752998(NAD 83)
 CP1200_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1200
 CP1200  HISTORY     - Date     Condition        Report By
 CP1200  HISTORY     - UNK      MONUMENTED       DOD
 CP1200  HISTORY     - 1934     GOOD             DOD
 CP1200
 CP1200                          STATION DESCRIPTION
 CP1200
 CP1200'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1200'IN OMEGA.
 CP1200'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1200'MISS. RIVER, MADISON PARISH, LA., AT OMEGA, LA.  1021 FEET WEST OF
 CP1200'LEVEE STATION NO. 2300.  2000 FEET NORTHWEST OF LEES CHAPEL.  500 FEET
 CP1200'NORTHEAST OF INTERSECTION OF DRAINAGE DITCH AND BENA BAYOU.  200 FEET
 CP1200'WEST OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3933 ***********************************************************************
 BJ3933  DESIGNATION -  231 73
 BJ3933  PID         -  BJ3933
 BJ3933  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3933  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3933
 BJ3933                         *CURRENT SURVEY CONTROL
 BJ3933  ___________________________________________________________________
 BJ3933* NAD 83(1986)-  30 26 25.     (N)    091 00 29.     (W)     SCALED    
 BJ3933* NAVD 88     -        12.094  (meters)      39.68   (feet)  ADJUSTED  
 BJ3933  ___________________________________________________________________
 BJ3933  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3933  DYNAMIC HT  -          12.078 (meters)      39.63  (feet)  COMP
 BJ3933  MODELED GRAV-     979,339.8   (mgal)                       NAVD 88
 BJ3933
 BJ3933  VERT ORDER  -  SECOND    CLASS II
 BJ3933
 BJ3933.The horizontal coordinates were scaled from a topographic map and have
 BJ3933.an estimated accuracy of +/- 6 seconds.
 BJ3933
 BJ3933.The orthometric height was determined by differential leveling
 BJ3933.and adjusted by the National Geodetic Survey in February 1994..
 BJ3933
 BJ3933.The geoid height was determined by GEOID03.
 BJ3933
 BJ3933.The dynamic height is computed by dividing the NAVD 88
 BJ3933.geopotential number by the normal gravity value computed on the
 BJ3933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3933.degrees latitude (g = 980.6199 gals.).
 BJ3933
 BJ3933.The modeled gravity was interpolated from observed gravity values.
 BJ3933
 BJ3933;                    North         East    Units  Estimated Accuracy
 BJ3933;SPC LA S     -   215,120.    1,031,240.      MT  (+/- 180 meters Scaled)
 BJ3933
 BJ3933                          SUPERSEDED SURVEY CONTROL
 BJ3933
 BJ3933.No superseded survey control is available for this station.
 BJ3933
 BJ3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP912692(NAD 83)
 BJ3933_MARKER: DB = BENCH MARK DISK
 BJ3933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3933_SP_SET: CONCRETE POST
 BJ3933_STAMPING: 231-73 1973
 BJ3933_MARK LOGO: LA-033
 BJ3933_PROJECTION: FLUSH
 BJ3933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3933+STABILITY: SURFACE MOTION
 BJ3933
 BJ3933  HISTORY     - Date     Condition        Report By
 BJ3933  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3933  HISTORY     - 1987     GOOD             LA-033
 BJ3933
 BJ3933                          STATION DESCRIPTION
 BJ3933
 BJ3933'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3933'IN BATON ROUGE.
 BJ3933'LOCATED EAST OF THE CITY OF BATON ROUGE AT ONEAL LANE AND INTERSTATE
 BJ3933'HIGHWAY 12 ABOUT 182.9 METERS (600 FEET) SOUTH OF THE INTERSTATE,
 BJ3933'22.9 METERS (75 FEET) WEST OF THE CENTERLINE OF ONEAL LANE, 11.6
 BJ3933'METERS (38 FEET) SOUTHEAST OF A 30-INCH OAK TREE, 7.9 METERS (26
 BJ3933'FEET) NORTHEAST OF A RIGHT-OF-WAY MARKER, AND 0.6 METERS (2 FEET)
 BJ3933'EAST OF A FENCE.
 BJ3933'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 BJ3933'THE MARK IS ABOVE LEVEL WITH LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1537 ***********************************************************************
 CP1537  DESIGNATION -  232
 CP1537  PID         -  CP1537
 CP1537  STATE/COUNTY-  LA/MADISON
 CP1537  USGS QUAD   -  BEDFORD (1963)
 CP1537
 CP1537                         *CURRENT SURVEY CONTROL
 CP1537  ___________________________________________________________________
 CP1537* NAD 83(1986)-  32 13 34.     (N)    091 01 04.     (W)     SCALED    
 CP1537* NAVD 88     -        26.70   (+/-2cm)      87.6    (feet)  VERTCON   
 CP1537  ___________________________________________________________________
 CP1537  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1537
 CP1537  VERT ORDER  -  ? (See Below)
 CP1537
 CP1537.The horizontal coordinates were scaled from a topographic map and have
 CP1537.an estimated accuracy of +/- 6 seconds.
 CP1537
 CP1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1537.The vertical order pertains to the NGVD 29 superseded value.
 CP1537
 CP1537.The geoid height was determined by GEOID03.
 CP1537
 CP1537;                    North         East    Units  Estimated Accuracy
 CP1537;SPC LA N     -   192,340.    1,139,700.      MT  (+/- 180 meters Scaled)
 CP1537
 CP1537                          SUPERSEDED SURVEY CONTROL
 CP1537
 CP1537  NGVD 29 (??/??/92)   26.735  (m)           87.71   (f) ADJ UNCH    ?  
 CP1537
 CP1537.Superseded values are not recommended for survey control.
 CP1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1537.See file dsdata.txt to determine how the superseded data were derived.
 CP1537
 CP1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR867672(NAD 83)
 CP1537_MARKER: B = BOLT
 CP1537_SETTING: 0 = UNSPECIFIED SETTING
 CP1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1537
 CP1537  HISTORY     - Date     Condition        Report By
 CP1537  HISTORY     - UNK      MONUMENTED       DOD
 CP1537  HISTORY     - 1934     GOOD             DOD
 CP1537
 CP1537                          STATION DESCRIPTION
 CP1537
 CP1537'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1537'6.2 MI E FROM KING.
 CP1537'ABOUT 6.2 MILES EAST ALONG THE LEVEE FROM KING.  P.B.M. IS COPPER BOLT
 CP1537'LEADED HORIZONTALLY IN UPSTREAM CHIMNEY OF DWELLING HOUSE OCCUPIED BY
 CP1537'CLARA MILLER.  ON RIGHT BANK OF MISSISSIPPI RIVER IN MADISON PARISH,
 CP1537'LA.  ABOUT 2-1/2 MILES BELOW BEDFORD LDG. ON OWEN CHRISTMAS
 CP1537'PLANTATION.  (THE ABOVE MENTIONED DWELLING HOUSE IS KNOWN AS THE OLD
 CP1537'CHRISTMAS HOUSE).  37.2 METERS LANDSIDE FROM TOE OF LEVEE. IN S.E.
 CP1537'EDGE OF CHIMNEY IN TENTH COURSE OF BRICKS ABOVE GROUND. ABOUT 200
 CP1537'METERS ABOVE NEGRO CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3951 ***********************************************************************
 BJ3951  DESIGNATION -  232
 BJ3951  PID         -  BJ3951
 BJ3951  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3951  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3951
 BJ3951                         *CURRENT SURVEY CONTROL
 BJ3951  ___________________________________________________________________
 BJ3951* NAD 83(1986)-  30 25 23.     (N)    090 59 35.     (W)     SCALED    
 BJ3951* NAVD 88     -        11.691  (meters)      38.36   (feet)  ADJUSTED  
 BJ3951  ___________________________________________________________________
 BJ3951  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3951  DYNAMIC HT  -          11.676 (meters)      38.31  (feet)  COMP
 BJ3951  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BJ3951
 BJ3951  VERT ORDER  -  SECOND    CLASS II
 BJ3951
 BJ3951.The horizontal coordinates were scaled from a topographic map and have
 BJ3951.an estimated accuracy of +/- 6 seconds.
 BJ3951
 BJ3951.The orthometric height was determined by differential leveling
 BJ3951.and adjusted by the National Geodetic Survey in February 1994..
 BJ3951
 BJ3951.The geoid height was determined by GEOID03.
 BJ3951
 BJ3951.The dynamic height is computed by dividing the NAVD 88
 BJ3951.geopotential number by the normal gravity value computed on the
 BJ3951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3951.degrees latitude (g = 980.6199 gals.).
 BJ3951
 BJ3951.The modeled gravity was interpolated from observed gravity values.
 BJ3951
 BJ3951;                    North         East    Units  Estimated Accuracy
 BJ3951;SPC LA S     -   213,210.    1,032,690.      MT  (+/- 180 meters Scaled)
 BJ3951
 BJ3951                          SUPERSEDED SURVEY CONTROL
 BJ3951
 BJ3951.No superseded survey control is available for this station.
 BJ3951
 BJ3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP927673(NAD 83)
 BJ3951_MARKER: DB = BENCH MARK DISK
 BJ3951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3951_SP_SET: CONCRETE POST
 BJ3951_MARK LOGO: LA-033
 BJ3951_PROJECTION: FLUSH
 BJ3951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3951+STABILITY: SURFACE MOTION
 BJ3951
 BJ3951  HISTORY     - Date     Condition        Report By
 BJ3951  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3951  HISTORY     - 1987     GOOD             LA-033
 BJ3951
 BJ3951                          STATION DESCRIPTION
 BJ3951
 BJ3951'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3951'IN BATON ROUGE.
 BJ3951'LOCATED EAST OF THE CITY OF BATON ROUGE ABOUT 1.4 KM (0.85 MI) EAST
 BJ3951'ON HARRELS FERRY ROAD FROM THE JUNCTION OF HARRELS FERRY ROAD AND
 BJ3951'ONEAL LANE TO THE MARK ON THE SOUTHSIDE OF THE ROAD ACROSS FROM A
 BJ3951'WHITE BOARD FENCE LINE AND JUST WEST OF 17426 HARRELS FERRY ROAD,
 BJ3951'11.1 METERS (36.5 FEET) SOUTH OF THE CENTER OF HARRELS FERRY ROAD,
 BJ3951'AND 1.8 METERS (6 FEET) NORTH OF A BARB WIRE FENCE.  NO STAMPING
 BJ3951'REPORTED.
 BJ3951'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ3951'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3943 ***********************************************************************
 BJ3943  DESIGNATION -  233 73
 BJ3943  PID         -  BJ3943
 BJ3943  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3943  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3943
 BJ3943                         *CURRENT SURVEY CONTROL
 BJ3943  ___________________________________________________________________
 BJ3943* NAD 83(1986)-  30 25 01.     (N)    090 58 30.     (W)     SCALED    
 BJ3943* NAVD 88     -        10.233  (meters)      33.57   (feet)  ADJUSTED  
 BJ3943  ___________________________________________________________________
 BJ3943  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ3943  DYNAMIC HT  -          10.219 (meters)      33.53  (feet)  COMP
 BJ3943  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 BJ3943
 BJ3943  VERT ORDER  -  SECOND    CLASS II
 BJ3943
 BJ3943.The horizontal coordinates were scaled from a topographic map and have
 BJ3943.an estimated accuracy of +/- 6 seconds.
 BJ3943
 BJ3943.The orthometric height was determined by differential leveling
 BJ3943.and adjusted by the National Geodetic Survey in February 1994..
 BJ3943
 BJ3943.The geoid height was determined by GEOID03.
 BJ3943
 BJ3943.The dynamic height is computed by dividing the NAVD 88
 BJ3943.geopotential number by the normal gravity value computed on the
 BJ3943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3943.degrees latitude (g = 980.6199 gals.).
 BJ3943
 BJ3943.The modeled gravity was interpolated from observed gravity values.
 BJ3943
 BJ3943;                    North         East    Units  Estimated Accuracy
 BJ3943;SPC LA S     -   212,540.    1,034,430.      MT  (+/- 180 meters Scaled)
 BJ3943
 BJ3943                          SUPERSEDED SURVEY CONTROL
 BJ3943
 BJ3943.No superseded survey control is available for this station.
 BJ3943
 BJ3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP945667(NAD 83)
 BJ3943_MARKER: DB = BENCH MARK DISK
 BJ3943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3943_SP_SET: CONCRETE POST
 BJ3943_STAMPING: 233-73 1973
 BJ3943_MARK LOGO: LA-033
 BJ3943_PROJECTION: FLUSH
 BJ3943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3943+STABILITY: SURFACE MOTION
 BJ3943
 BJ3943  HISTORY     - Date     Condition        Report By
 BJ3943  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3943  HISTORY     - 1987     GOOD             LA-033
 BJ3943
 BJ3943                          STATION DESCRIPTION
 BJ3943
 BJ3943'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3943'IN BATON ROUGE.
 BJ3943'LOCATED EAST OF THE CITY OF BATON ROUGE ABOUT 2.3 KM (1.4 MI) EAST ON
 BJ3943'HARRELS FERRY ROAD FROM THE JUNCTION OF HARRELS FERRY ROAD AND ONEAL
 BJ3943'LANE TO A METAL GATE CROSSING ROAD AND A POWER SUB-STATION ON THE
 BJ3943'RIGHT.  THE MARK IS ABOUT 240 PACES EAST OF THE METAL GATE ON THE
 BJ3943'SIDE OF THE ROAD NEAR THE FENCE LINE, 10.8 METERS (35.5 FEET) SOUTH
 BJ3943'OF THE CENTER OF THE ROAD, 1.1 METERS (3.5 FEET) NORTH OF A BARB WIRE
 BJ3943'FENCE.
 BJ3943'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ3943'THE MARK IS 0.31 M BELOW .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1203 ***********************************************************************
 CP1203  DESIGNATION -  2350 A BOLT
 CP1203  PID         -  CP1203
 CP1203  STATE/COUNTY-  LA/MADISON
 CP1203  USGS QUAD   -  SONDHEIMER (1994)
 CP1203
 CP1203                         *CURRENT SURVEY CONTROL
 CP1203  ___________________________________________________________________
 CP1203* NAD 83(1986)-  32 30 30.     (N)    091 07 44.     (W)     SCALED    
 CP1203* NAVD 88     -        26.42   (+/-2cm)      86.7    (feet)  VERTCON   
 CP1203  ___________________________________________________________________
 CP1203  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1203
 CP1203  VERT ORDER  -  ? (See Below)
 CP1203
 CP1203.The horizontal coordinates were scaled from a topographic map and have
 CP1203.an estimated accuracy of +/- 6 seconds.
 CP1203
 CP1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1203.The vertical order pertains to the NGVD 29 superseded value.
 CP1203
 CP1203.The geoid height was determined by GEOID03.
 CP1203
 CP1203;                    North         East    Units  Estimated Accuracy
 CP1203;SPC LA N     -   223,490.    1,128,830.      MT  (+/- 180 meters Scaled)
 CP1203
 CP1203                          SUPERSEDED SURVEY CONTROL
 CP1203
 CP1203  NGVD 29 (??/??/92)   26.444  (m)           86.76   (f) ADJ UNCH    ?  
 CP1203
 CP1203.Superseded values are not recommended for survey control.
 CP1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1203.See file dsdata.txt to determine how the superseded data were derived.
 CP1203
 CP1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR757983(NAD 83)
 CP1203_MARKER: B = BOLT
 CP1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1203_SP_SET: STONE
 CP1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1203+STABILITY: SURFACE MOTION
 CP1203
 CP1203  HISTORY     - Date     Condition        Report By
 CP1203  HISTORY     - UNK      MONUMENTED       DOD
 CP1203  HISTORY     - 1934     GOOD             DOD
 CP1203
 CP1203                          STATION DESCRIPTION
 CP1203
 CP1203'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1203'0.75 MI S FROM OMEGA.
 CP1203'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1203'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 3/4 MILE SOUTH OF
 CP1203'OMEGA, LA.  1043 FEET NORTHWEST OF LEVEE STATION NO. 2350.  25 FEET
 CP1203'SOUTHEAST OF HOUSE.  AT INTERSECTION OF DIRT ROADS IN EDGE OF
 CP1203'CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1202 ***********************************************************************
 CP1202  DESIGNATION -  2350 A CAP
 CP1202  PID         -  CP1202
 CP1202  STATE/COUNTY-  LA/MADISON
 CP1202  USGS QUAD   -  SONDHEIMER (1994)
 CP1202
 CP1202                         *CURRENT SURVEY CONTROL
 CP1202  ___________________________________________________________________
 CP1202* NAD 83(1986)-  32 30 30.     (N)    091 07 44.     (W)     SCALED    
 CP1202* NAVD 88     -        27.65   (+/-2cm)      90.7    (feet)  VERTCON   
 CP1202  ___________________________________________________________________
 CP1202  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1202
 CP1202  VERT ORDER  -  ? (See Below)
 CP1202
 CP1202.The horizontal coordinates were scaled from a topographic map and have
 CP1202.an estimated accuracy of +/- 6 seconds.
 CP1202
 CP1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1202.The vertical order pertains to the NGVD 29 superseded value.
 CP1202
 CP1202.The geoid height was determined by GEOID03.
 CP1202
 CP1202;                    North         East    Units  Estimated Accuracy
 CP1202;SPC LA N     -   223,490.    1,128,830.      MT  (+/- 180 meters Scaled)
 CP1202
 CP1202                          SUPERSEDED SURVEY CONTROL
 CP1202
 CP1202  NGVD 29 (??/??/92)   27.673  (m)           90.79   (f) ADJ UNCH    ?  
 CP1202
 CP1202.Superseded values are not recommended for survey control.
 CP1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1202.See file dsdata.txt to determine how the superseded data were derived.
 CP1202
 CP1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR757983(NAD 83)
 CP1202_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1202_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1202
 CP1202  HISTORY     - Date     Condition        Report By
 CP1202  HISTORY     - UNK      MONUMENTED       DOD
 CP1202  HISTORY     - 1934     GOOD             DOD
 CP1202
 CP1202                          STATION DESCRIPTION
 CP1202
 CP1202'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1202'0.75 MI S FROM OMEGA.
 CP1202'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1202'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 3/4 MILE SOUTH OF
 CP1202'OMEGA, LA.  1043 FEET NORTHWEST OF LEVEE STATION NO. 2350.  25 FEET
 CP1202'SOUTHEAST OF HOUSE.  AT INTERSECTION OF DIRT ROADS IN EDGE OF
 CP1202'CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1191 ***********************************************************************
 BH1191  DESIGNATION -  236
 BH1191  PID         -  BH1191
 BH1191  STATE/COUNTY-  LA/ORLEANS
 BH1191  USGS QUAD   -  LITTLE WOODS (1994)
 BH1191
 BH1191                         *CURRENT SURVEY CONTROL
 BH1191  ___________________________________________________________________
 BH1191* NAD 83(1992)-  30 00 30.46564(N)    089 56 22.14327(W)     ADJUSTED  
 BH1191* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BH1191  **This station is located in a subsidence area (see below).
 BH1191  ___________________________________________________________________
 BH1191  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BH1191  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BH1191  DYNAMIC HT  -           0.7   (meters)       2.    (feet)  COMP
 BH1191  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 BH1191
 BH1191  HORZ ORDER  -  SECOND
 BH1191  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1191
 BH1191.The horizontal coordinates were established by classical geodetic methods
 BH1191.and adjusted by the National Geodetic Survey in May 1994..
 BH1191
 BH1191 ** The orthometric height has not been validated since last determined
 BH1191 ** by differential leveling and should not be used for control purposes.
 BH1191 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1191 ** area with valid NAVD 88 orthometric heights.
 BH1191 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1191 ** epoch indicated which incorporates improved geoid heights for the
 BH1191 ** Southern Louisiana Subsidence area.
 BH1191 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1191.The orthometric height was scaled from a topographic map.
 BH1191.The vertical order pertains to the first NAVD 88 superseded value.
 BH1191
 BH1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1191
 BH1191.The geoid height was determined by GEOID03.
 BH1191
 BH1191.The dynamic height is computed by dividing the NAVD 88
 BH1191.geopotential number by the normal gravity value computed on the
 BH1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1191.degrees latitude (g = 980.6199 gals.).
 BH1191
 BH1191.The modeled gravity was interpolated from observed gravity values.
 BH1191
 BH1191;                    North         East     Units Scale Factor Converg.
 BH1191;SPC LA S     -   168,022.259 1,134,462.601   MT  0.99992575   +0 41 49.0
 BH1191;SPC LA S     -   551,253.03  3,721,982.72   sFT  0.99992575   +0 41 49.0
 BH1191;UTM  16      - 3,323,362.759   216,454.996   MT  1.00059205   -1 28 16.0
 BH1191;UTM  15      - 3,323,668.909   795,225.279   MT  1.00067548   +1 31 54.3
 BH1191
 BH1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1191!SPC LA S     -   1.00000401  x   0.99992575  =   0.99992975
 BH1191!UTM  16      -   1.00000401  x   1.00059205  =   1.00059606
 BH1191!UTM  15      -   1.00000401  x   1.00067548  =   1.00067949
 BH1191
 BH1191:                Primary Azimuth Mark                     Grid Az
 BH1191:SPC LA S     -  CHALMETTE TV STA WDSU MAST               194 27 40.6
 BH1191:UTM  16      -  CHALMETTE TV STA WDSU MAST               196 37 45.6
 BH1191:UTM  15      -  CHALMETTE TV STA WDSU MAST               193 37 35.3
 BH1191
 BH1191|---------------------------------------------------------------------|
 BH1191| PID    Reference Object                     Distance      Geod. Az  |
 BH1191|                                                           dddmmss.s |
 BH1191| AT1367 CHALMETTE TV STA WDSU MAST          APPROX. 6.7 KM 1950929.6 |
 BH1191| BH2843 236 LA GS LDH 1972 A PT              10.664 METERS 35631     |
 BH1191| BH1443 236 AZ MK                                          3563315.8 |
 BH1191|---------------------------------------------------------------------|
 BH1191
 BH1191                          SUPERSEDED SURVEY CONTROL
 BH1191
 BH1191  NAD 83(1992)-  30 00 30.46564(N)    089 56 22.14328(W) AD(       ) 2
 BH1191  NAD 83(1986)-  30 00 30.47897(N)    089 56 22.13982(W) AD(       ) 2
 BH1191  NAD 27      -  30 00 29.75307(N)    089 56 21.89649(W) AD(       ) 2
 BH1191  NAVD 88 (02/14/94)    0.707  (m)            2.32   (f) UNKNOWN     1 1
 BH1191  NAVD 88 (06/15/91)    0.803  (m)            2.63   (f) UNKNOWN     1 1
 BH1191  NGVD 29 (05/21/91)    0.767  (m)            2.52   (f) ADJUSTED    1 1
 BH1191
 BH1191.Superseded values are not recommended for survey control.
 BH1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1191.See file dsdata.txt to determine how the superseded data were derived.
 BH1191
 BH1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1645523363(NAD 83)
 BH1191_MARKER: DD = SURVEY DISK
 BH1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1191_SP_SET: CONCRETE POST
 BH1191_STAMPING: 236
 BH1191_MARK LOGO: CGS+SS
 BH1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1191+STABILITY: SURFACE MOTION
 BH1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1191+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 BH1191
 BH1191  HISTORY     - Date     Condition        Report By
 BH1191  HISTORY     - 1972     MONUMENTED       LADH
 BH1191  HISTORY     - 1971     GOOD             NGS
 BH1191  HISTORY     - 1977     GOOD             NGS
 BH1191  HISTORY     - 1984     GOOD             NGS
 BH1191  HISTORY     - 19901025 GOOD             NGS
 BH1191  HISTORY     - 19950119 GOOD             NGS
 BH1191
 BH1191                          STATION DESCRIPTION
 BH1191
 BH1191'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BH1191'THE STATION IS LOCATED 5 MILES NORTH OF CHALMETTE, 8 MILES NORTHEAST
 BH1191'OF NEW ORLEANS, AND 9 MILES NORTHEAST OF GRETNA, IN THE SOUTHEAST
 BH1191'QUARTER OF SECTION 42, T12S, R13E, AND ON THE PROPERTY OWNED BY THE
 BH1191'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BH1191'
 BH1191'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 47 IN
 BH1191'CHALMETTE, DRIVE NORTH ALONG STATE HIGHWAY 47 FOR 5.1 MILES TO THE
 BH1191'NORTH SIDE OF THE GULF INTERCOASTAL CANAL BRIDGE.  FOLLOW THE OLD
 BH1191'ROADWAY UNDER THE BRIDGE FOR APPROXIMATELY 0.2 MILE.  THE STATION
 BH1191'IS SET ON THE LEFT AND EAST OF THE HIGHWAY IN A DRILL HOLE IN THE
 BH1191'HEADWALL OF A CROSS DRAIN.
 BH1191'
 BH1191'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG PARIS
 BH1191'ROAD FOR 0.2 MILE TO THE OLD GENTILLY ROAD.  TURN LEFT ON THE OLD
 BH1191'GENTILLY ROAD AND GO WEST FOR 0.01 MILE.  THE MARK IS SET ON THE
 BH1191'LEFT AND SOUTH OF THE ROAD.
 BH1191'
 BH1191'TO REACH AZIMUTH MARK 2 FROM THE STATION, GO NORTH ON STATE HIGHWAY
 BH1191'47 (PARIS ROAD) FOR 0.2 MILE TO THE OLD GENTILLY ROAD.  THE MARK IS
 BH1191'SET ON THE LEFT IN A BRIDGE BENT.
 BH1191'
 BH1191'THE STATION MARK IS A STANDARD LOUISIANA GEODETIC SURVEY DISK SET IN
 BH1191'A DRILL HOLE IN THE CONCRETE HEADWALL OF A CULVERT AND IS FLUSH WITH
 BH1191'THE SURFACE OF THE CONCRETE.  IT IS STAMPED L.G.S. 236.  IT IS 156
 BH1191'FEET EAST OF A CHAIN LINK FENCE, 118 FEET SOUTHWEST OF A CONCRETE
 BH1191'RIGHT-OF-WAY MARKER, 67 FEET SOUTH-SOUTHWEST OF A METAL POWER
 BH1191'POLE, 24 FEET EAST OF THE CENTER OF STATE HIGHWAY 47, AND IS SET IN A
 BH1191'6-FOOT BOX CULVERT HEADWALL ON THE EAST SIDE OF THE HIGHWAY 6
 BH1191'INCHES SOUTH OF THE NORTH END OF THE HEADWALL.
 BH1191'
 BH1191'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH1191'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH1191'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH1191'STAMPED 236 AZ. MK. 1972.  IT IS 51 FEET WEST OF THE CENTER OF
 BH1191'STATE HIGHWAY 47 (PARIS ROAD), 38 FEET SOUTH OF THE CENTER OF THE
 BH1191'OLD GENTILLY ROAD, AND 6 FEET EAST-SOUTHEAST OF A METAL
 BH1191'WITNESS POST AND SIGN.
 BH1191'
 BH1191'AZIMUTH MARK 2 IS A STANDARD LOUISIANA GEODETIC SURVEY DISK SET IN
 BH1191'A DRILL HOLE ON A BENT UNDER THE PARIS ROAD BRIDGE AND IS FLUSH WITH
 BH1191'THE CONCRETE.  IT IS STAMPED W.P.A. 235 R.  IT IS 110 FEET SOUTH OF
 BH1191'THE CENTER OF THE OLD GENTILLY ROAD, 87 FEET SOUTHEAST OF A POWER
 BH1191'POLE, 55 FEET NORTHWEST OF A POWER POLE, AND 50 FEET WEST OF THE
 BH1191'CENTER OF STATE HIGHWAY 47 (PARIS ROAD).
 BH1191'
 BH1191'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BH1191
 BH1191                          STATION RECOVERY (1971)
 BH1191
 BH1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH1191'4.95 MI SE FROM NEW ORLEANS.
 BH1191'ABOUT 1.85 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE HIGHWAY UNDERPASS
 BH1191'FOR INTERSTATE HIGHWAY 10 AT NEW ORLEANS, THENCE 2.9 MILES SOUTHEAST
 BH1191'ALONG GENTILLY ROAD, THENCE 0.2 MILE SOUTH ALONG OLD PARIS ROAD, ALONG
 BH1191'THE WEST SIDE OF THE STATE HIGHWAY 47 BRIDGE OVER THE INTRACOASTAL
 BH1191'WATERWAY, 160 YARDS NORTH OF THE CENTER OF THE ENTRANCE TO THE MICHOUD
 BH1191'STEAM-ELECTRIC GENERATING STATION, 23 FEET EAST OF THE CENTER LINE OF
 BH1191'THE ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 BH1191'HEADWALL OF A 6-FOOT CONCRETE CULVERT, 66 FEET SOUTH OF A METAL POLE
 BH1191'WHICH IS A BRACE POLE FOR A GUY WIRE, AND ABOUT 1/2 FOOT BELOW THE
 BH1191'LEVEL OF THE ROAD.  SEC 42 ,T12S,R 12E.
 BH1191
 BH1191                          STATION RECOVERY (1977)
 BH1191
 BH1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1191'5.1 MILE NORTH ALONG PARIS ROAD, (OLD STATE HIGHWAY 47) FROM THE
 BH1191'INTERSECTION OF STATE HIGHWAY 39 AT CHALMETTE, 0.2 MILE SOUTH OF
 BH1191'THE INTERSECTION OF GENTILLY ROAD, 41.5 FT. NORTHWEST OF THE
 BH1191'NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE FIFTH SET OF
 BH1191'BRIDGE PIERS NORTH OF THE NORTH LEVEE FOR THE INTRACOASTAL
 BH1191'WATERWAYS, 24 FT. EAST OF THE CENTER LINE OF THE HIGH, 67 FT. SOUTH
 BH1191'OF AN 18-INCH STEEL GUY POLE FOR POWER LINE POLE NUMBER W-1405,
 BH1191'SET IN TOP AND 0.5 FT. SOUTH OF THE NORTH EDGE OF A HEAD WALL OF
 BH1191'A 6 FT. BOX CULVERT, NOTE MARK IS 231 FT. SOUTHWEST OF BENCH MARK
 BH1191'Z 297, DESCRIBED IN QUAD 300893, LINE 101.
 BH1191
 BH1191                          STATION RECOVERY (1984)
 BH1191
 BH1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH1191'RECOVERED IN GOOD CONDITION.  NOTE, NOT LEVELED TO IN 1984.
 BH1191
 BH1191                          STATION RECOVERY (1990)
 BH1191
 BH1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1191'0.5 KM (0.3 MI) SOUTHERLY ALONG PARIS ROAD FROM THE JUNCTION OF
 BH1191'GENTILLY ROAD IN NEW ORLEANS, 12.2 M (40.0 FT) NORTH OF THE WEST
 BH1191'COLUMN OF THE 11TH PIER SOUTH OF GENTILLY ROAD OF THE STATE HIGHWAY
 BH1191'47 OVERPASS OF THE INTRACOASTAL WATERWAY, 12.0 M (39.4 FT) EAST OF
 BH1191'AND LEVEL WITH THE ROAD CENTERLINE, AND THE MONUMENT IS 0.3 M (1.0
 BH1191'FT) BELOW THE GROUND SURFACE.
 BH1191
 BH1191                          STATION RECOVERY (1995)
 BH1191
 BH1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 BH1191'4.3 KM (2.65 MI) WESTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR HIGHWAY)
 BH1191'FROM THE JUNCTION OF INTERSTATE HIGHWAY 610 IN NEW ORLEANS, THENCE 4.5
 BH1191'KM (2.80 MI) EASTERLY ALONG GENTILLY ROAD, THENCE 0.4 KM (0.25 MI)
 BH1191'SOUTHERLY ALONG PARIS ROAD, 12.0 M (39.4 FT) EAST OF THE ROAD CENTER,
 BH1191'10.8 M (35.4 FT) NORTH OF THE NORTHEAST CORNER OF THE WEST CONCRETE
 BH1191'COLUMN OF THE 11TH PIER SOUTH OF GENTILLY ROAD OF THE STATE HIGHWAY 47
 BH1191'BRIDGE SPANNING THE INTRACOASTAL WATERWAY, 0.5 M (1.6 FT) BELOW THE
 BH1191'LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW
 BH1191'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1133 ***********************************************************************
 BJ1133  DESIGNATION -  24
 BJ1133  PID         -  BJ1133
 BJ1133  STATE/COUNTY-  LA/IBERVILLE
 BJ1133  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1133
 BJ1133                         *CURRENT SURVEY CONTROL
 BJ1133  ___________________________________________________________________
 BJ1133* NAD 83(1986)-  30 17 23.     (N)    091 10 26.     (W)     SCALED    
 BJ1133* NAVD 88     -         7.99   (+/-2cm)      26.2    (feet)  VERTCON   
 BJ1133  ___________________________________________________________________
 BJ1133  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1133
 BJ1133  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1133
 BJ1133.The horizontal coordinates were scaled from a topographic map and have
 BJ1133.an estimated accuracy of +/- 6 seconds.
 BJ1133
 BJ1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1133.The vertical order pertains to the NGVD 29 superseded value.
 BJ1133
 BJ1133.The geoid height was determined by GEOID03.
 BJ1133
 BJ1133;                    North         East    Units  Estimated Accuracy
 BJ1133;SPC LA S     -   198,390.    1,015,340.      MT  (+/- 180 meters Scaled)
 BJ1133
 BJ1133                          SUPERSEDED SURVEY CONTROL
 BJ1133
 BJ1133  NGVD 29 (??/??/??)    8.028  (m)           26.34   (f) ADJUSTED    1 2
 BJ1133
 BJ1133.Superseded values are not recommended for survey control.
 BJ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1133.See file dsdata.txt to determine how the superseded data were derived.
 BJ1133
 BJ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP756523(NAD 83)
 BJ1133_MARKER: DD = SURVEY DISK
 BJ1133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1133_STAMPING: MILE 24 MSL 1956 C OF E
 BJ1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1133
 BJ1133  HISTORY     - Date     Condition        Report By
 BJ1133  HISTORY     - 1956     MONUMENTED       DOD
 BJ1133  HISTORY     - 1964     GOOD             CGS
 BJ1133  HISTORY     - 1976     POOR             NGS
 BJ1133
 BJ1133                          STATION DESCRIPTION
 BJ1133
 BJ1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1133'4.8 MI NW FROM SAINT GABRIEL.
 BJ1133'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1133'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 1.1 MILES NORTHWEST ALONG
 BJ1133'STATE HIGHWAY 75, ABOUT 76 YARDS WEST OF THE WEST SIDE OF A WHITE
 BJ1133'FRAME HOUSE, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12 1/2
 BJ1133'FEET WEST OF POWER LINE POLE NO. 19, 36 1/2 FEET EAST OF A CONCRETE
 BJ1133'RIGHT-OF-WAY MARKER, 2 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2 FEET
 BJ1133'SOUTH OF A 4-BY-6-INCHES WOODEN WITNESS POST, A DISK ON THE TOP OF AN
 BJ1133'IRON PIPE SET IN CONCRETE AND PROJECTING 1 FOOT ABOVE THE LEVEL OF THE
 BJ1133'GROUND.
 BJ1133
 BJ1133                          STATION RECOVERY (1976)
 BJ1133
 BJ1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1133'BENCH MARK HAS BEEN HIT BY TRACTOR, LOOSE IN GROUND, UNFIT FOR
 BJ1133'FIRST ORDER LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3944 ***********************************************************************
 BJ3944  DESIGNATION -  24 87
 BJ3944  PID         -  BJ3944
 BJ3944  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3944  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3944
 BJ3944                         *CURRENT SURVEY CONTROL
 BJ3944  ___________________________________________________________________
 BJ3944* NAD 83(1986)-  30 29 13.     (N)    090 59 13.     (W)     SCALED    
 BJ3944* NAVD 88     -        10.660  (meters)      34.97   (feet)  ADJUSTED  
 BJ3944  ___________________________________________________________________
 BJ3944  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3944  DYNAMIC HT  -          10.646 (meters)      34.93  (feet)  COMP
 BJ3944  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ3944
 BJ3944  VERT ORDER  -  SECOND    CLASS II
 BJ3944
 BJ3944.The horizontal coordinates were scaled from a topographic map and have
 BJ3944.an estimated accuracy of +/- 6 seconds.
 BJ3944
 BJ3944.The orthometric height was determined by differential leveling
 BJ3944.and adjusted by the National Geodetic Survey in February 1994..
 BJ3944
 BJ3944.The geoid height was determined by GEOID03.
 BJ3944
 BJ3944.The dynamic height is computed by dividing the NAVD 88
 BJ3944.geopotential number by the normal gravity value computed on the
 BJ3944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3944.degrees latitude (g = 980.6199 gals.).
 BJ3944
 BJ3944.The modeled gravity was interpolated from observed gravity values.
 BJ3944
 BJ3944;                    North         East    Units  Estimated Accuracy
 BJ3944;SPC LA S     -   220,290.    1,033,260.      MT  (+/- 180 meters Scaled)
 BJ3944
 BJ3944                          SUPERSEDED SURVEY CONTROL
 BJ3944
 BJ3944.No superseded survey control is available for this station.
 BJ3944
 BJ3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP932744(NAD 83)
 BJ3944_MARKER: DB = BENCH MARK DISK
 BJ3944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3944_SP_SET: CONCRETE POST
 BJ3944_STAMPING: 24-87 1987
 BJ3944_MARK LOGO: LA-033
 BJ3944_PROJECTION: FLUSH
 BJ3944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3944+STABILITY: SURFACE MOTION
 BJ3944
 BJ3944  HISTORY     - Date     Condition        Report By
 BJ3944  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3944  HISTORY     - 1987     GOOD             LA-033
 BJ3944
 BJ3944                          STATION DESCRIPTION
 BJ3944
 BJ3944'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3944'IN BATON ROUGE.
 BJ3944'LOCATED EAST OF THE CITY OF BATON ROUGE AND SOUTH OF GREENWELL
 BJ3944'SPRINGS ROAD FROM THE JUNCTION OF GREENWELL SPRINGS ROAD AND
 BJ3944'FRENCHTOWN ROAD ABOUT 5.0 KM (3.1 MI) DOWN FRENCHTOWN ROAD TO THE
 BJ3944'MARK ON THE LEFT, 15.2 METERS (50 FEET) WEST OF A POWER POLE, 6.1
 BJ3944'METERS (20 FEET) NORTH OF THE CENTER OF THE ROAD, AND 2.4 METERS (8
 BJ3944'FEET) SOUTH OF A 36-INCH PINE TREE.
 BJ3944'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3944'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1032 ***********************************************************************
 BJ1032  DESIGNATION -  24 A 001
 BJ1032  PID         -  BJ1032
 BJ1032  STATE/COUNTY-  LA/IBERVILLE
 BJ1032  USGS QUAD   -  ST GABRIEL (1995)
 BJ1032
 BJ1032                         *CURRENT SURVEY CONTROL
 BJ1032  ___________________________________________________________________
 BJ1032* NAD 83(1992)-  30 15 28.07798(N)    091 05 56.08683(W)     ADJUSTED  
 BJ1032* NAVD 88     -         6.19   (+/-2cm)      20.3  **(feet)  VERTCON   
 BJ1032  **This station is located in a subsidence area (see below).
 BJ1032  ___________________________________________________________________
 BJ1032  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1032  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ1032
 BJ1032  HORZ ORDER  -  SECOND
 BJ1032  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1032
 BJ1032.The horizontal coordinates were established by classical geodetic methods
 BJ1032.and adjusted by the National Geodetic Survey in January 1993..
 BJ1032
 BJ1032 ** The orthometric height has not been validated since last determined
 BJ1032 ** by differential leveling and should not be used for control purposes.
 BJ1032 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1032 ** area with valid NAVD 88 orthometric heights.
 BJ1032 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1032 ** epoch indicated which incorporates improved geoid heights for the
 BJ1032 ** Southern Louisiana Subsidence area.
 BJ1032 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1032.The vertical order pertains to the NGVD 29 superseded value.
 BJ1032
 BJ1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1032
 BJ1032.The geoid height was determined by GEOID03.
 BJ1032
 BJ1032;                    North         East     Units Scale Factor Converg.
 BJ1032;SPC LA S     -   194,865.718 1,022,558.190   MT  0.99993576   +0 07 02.0
 BJ1032;SPC LA S     -   639,321.94  3,354,843.00   sFT  0.99993576   +0 07 02.0
 BJ1032;UTM  15      - 3,348,881.476   682,896.309   MT  1.00001270   +0 57 29.5
 BJ1032
 BJ1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1032!SPC LA S     -   1.00000327  x   0.99993576  =   0.99993903
 BJ1032!UTM  15      -   1.00000327  x   1.00001270  =   1.00001597
 BJ1032
 BJ1032:                Primary Azimuth Mark                     Grid Az
 BJ1032:SPC LA S     -  24A002 LDH 1968                          085 48 53.6
 BJ1032:UTM  15      -  24A002 LDH 1968                          084 58 26.1
 BJ1032
 BJ1032|---------------------------------------------------------------------|
 BJ1032| PID    Reference Object                     Distance      Geod. Az  |
 BJ1032|                                                           dddmmss.s |
 BJ1032| BJ4982 24A002 LDH 1968                     481.692 METERS 0855555.6 |
 BJ1032| BJ4985 24A005 LDH 1968                     APPROX. 4.9 KM 3381224.1 |
 BJ1032|---------------------------------------------------------------------|
 BJ1032
 BJ1032                          SUPERSEDED SURVEY CONTROL
 BJ1032
 BJ1032  NAD 83(1986)-  30 15 28.09591(N)    091 05 56.08631(W) AD(       ) 2
 BJ1032  NAD 27      -  30 15 27.39592(N)    091 05 55.71394(W) AD(       ) 2
 BJ1032  NGVD 29 (??/??/??)    6.249  (m)           20.50   (f) ADJUSTED    1 1
 BJ1032
 BJ1032.Superseded values are not recommended for survey control.
 BJ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1032.See file dsdata.txt to determine how the superseded data were derived.
 BJ1032
 BJ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8289648881(NAD 83)
 BJ1032_MARKER: DD = SURVEY DISK
 BJ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1032_SP_SET: CONCRETE POST
 BJ1032_STAMPING: 24 A 001
 BJ1032_MARK LOGO: LADH  
 BJ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1032+STABILITY: SURFACE MOTION
 BJ1032
 BJ1032  HISTORY     - Date     Condition        Report By
 BJ1032  HISTORY     - 1968     MONUMENTED       LADH
 BJ1032  HISTORY     - 1975     GOOD             NGS
 BJ1032  HISTORY     - 1977     GOOD             NGS
 BJ1032  HISTORY     - 1986     POOR             NGS
 BJ1032
 BJ1032                          STATION DESCRIPTION
 BJ1032
 BJ1032'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ1032'THE STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ1032'STATE HIGHWAY 74.  THE STATION IS SET IN THE NORTHWEST QUADRANT OF
 BJ1032'THE INTERSECTION, 1.70 FEET EAST OF A METAL WITNESS POST, 17.75 FEET
 BJ1032'WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 35.95 FEET SOUTHEAST OF A
 BJ1032'CONCRETE RIGHT-OF-WAY MARKER, 33.70 FEET NORTH OF THE CENTER OF
 BJ1032'STATE HIGHWAY 74, 68.20 FEET WEST OF THE CENTER OF STATE HIGHWAY
 BJ1032'30, AND 79.30 FEET EAST OF THE EAST RAIL ON THE ILLINOIS CENTRAL
 BJ1032'RAILROAD.
 BJ1032'
 BJ1032'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ1032'CONCRETE POST, PROJECTING 4 INCHES.  STATION IS STAMPED 24A001 1968.
 BJ1032'
 BJ1032'TO REACH THE STATION, DRIVE TO THE INTERSECTION OF STATE HIGHWAY 74
 BJ1032'AND 30 AT ST. GABRIEL.  THE STATION IS SET IN THE NORTHWEST QUADRANT
 BJ1032'OF THE INTERSECTION.
 BJ1032'
 BJ1032'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ1032
 BJ1032                          STATION RECOVERY (1975)
 BJ1032
 BJ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BJ1032'IN ST GABRIEL.
 BJ1032'LOCATED AT ST. GABRIEL, AT THE INTERSECTION OF THE ILLINOIS CENTRAL
 BJ1032'RAILROAD AND STATE HIGHWAY 74, 33 FEET NORTH OF THE CENTERLINE OF THE
 BJ1032'HIGHWAY, 68 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 30, 79 FEET
 BJ1032'EAST OF THE EAST RAIL OF THE MAIN TRACK, 39.5 FEET SOUTHEAST OF A
 BJ1032'RIGHT-OF-WAY MARKER, 1.5 FEET EAST OF A METAL WITNESS POST AND SET IN
 BJ1032'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BJ1032
 BJ1032                          STATION RECOVERY (1977)
 BJ1032
 BJ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ1032'AT ST. GABRIEL, NEAR THE INTERSECTION OF STATE HIGHWAYS 30
 BJ1032'AND 74, 80 FT NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD
 BJ1032'TRACKS, 87 FT NORTHWEST OF THE CENTER LINE OF THE INTERSECTION OF THE
 BJ1032'HIGHWAYS, 14 FT SOUTHWEST OF A POWER POLE WITH A TRAFFIC CONTROL
 BJ1032'DEVICE, 30 FT NORTH OF THE CENTER LINE OF STATE HIGHWAY 74.
 BJ1032
 BJ1032                          STATION RECOVERY (1986)
 BJ1032
 BJ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1032'RECOVERED IN POOR CONDITION.  THE POST IS LEANING OVER 45 DEGREES AND
 BJ1032'WAS NOT LEVELED TO IN 1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0601 ***********************************************************************
 BJ0601  DESIGNATION -  24 ABLD
 BJ0601  PID         -  BJ0601
 BJ0601  STATE/COUNTY-  LA/IBERVILLE
 BJ0601  USGS QUAD   -  WHITE CASTLE (1992)
 BJ0601
 BJ0601                         *CURRENT SURVEY CONTROL
 BJ0601  ___________________________________________________________________
 BJ0601* NAD 83(1986)-  30 12 00.     (N)    091 10 12.     (W)     SCALED    
 BJ0601* NAVD 88     -         5.980  (meters)      19.62   (feet)  ADJUSTED  
 BJ0601  ___________________________________________________________________
 BJ0601  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ0601  DYNAMIC HT  -           5.972 (meters)      19.59  (feet)  COMP
 BJ0601  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 BJ0601
 BJ0601  VERT ORDER  -  FIRST     CLASS I
 BJ0601
 BJ0601.The horizontal coordinates were scaled from a topographic map and have
 BJ0601.an estimated accuracy of +/- 6 seconds.
 BJ0601
 BJ0601.The orthometric height was determined by differential leveling
 BJ0601.and adjusted by the National Geodetic Survey in February 1994..
 BJ0601
 BJ0601.The geoid height was determined by GEOID03.
 BJ0601
 BJ0601.The dynamic height is computed by dividing the NAVD 88
 BJ0601.geopotential number by the normal gravity value computed on the
 BJ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0601.degrees latitude (g = 980.6199 gals.).
 BJ0601
 BJ0601.The modeled gravity was interpolated from observed gravity values.
 BJ0601
 BJ0601;                    North         East    Units  Estimated Accuracy
 BJ0601;SPC LA S     -   188,450.    1,015,730.      MT  (+/- 180 meters Scaled)
 BJ0601
 BJ0601                          SUPERSEDED SURVEY CONTROL
 BJ0601
 BJ0601  NGVD 29 (??/??/??)    6.007  (m)           19.71   (f) ADJUSTED    1 1
 BJ0601
 BJ0601.Superseded values are not recommended for survey control.
 BJ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0601.See file dsdata.txt to determine how the superseded data were derived.
 BJ0601
 BJ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP761423(NAD 83)
 BJ0601_MARKER: Z = SEE DESCRIPTION
 BJ0601_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0601_SP_SET: 115 FT IRON PIPE
 BJ0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0601
 BJ0601  HISTORY     - Date     Condition        Report By
 BJ0601  HISTORY     - UNK      MONUMENTED       USE
 BJ0601  HISTORY     - 1976     GOOD             NGS
 BJ0601
 BJ0601                          STATION DESCRIPTION
 BJ0601
 BJ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0601'0.5 MI SOUTH FROM BAYOU GOULA.
 BJ0601'0.5 MILE SOUTH ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0601'HIGHWAY 69, AT THE JUNCTION OF A ROAD LEADING EAST TO A LEVEE, 94 FT
 BJ0601'EAST OF THE CENTER LINE OF THE HIGHWAY, 24.5 FT NORTHWEST OF THE
 BJ0601'CENTER LINE OF THE ROAD, 43 FT NORTHEAST OF THE NORTHEAST END OF A
 BJ0601'GATE, 23.0 FT EAST OF A FENCE, A 1-INCH IRON PIPE WITH A CAP DRIVEN TO
 BJ0601'A DEPTH OF 115 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF
 BJ0601'114 FT WITH A 3-INCH SCREW CAP FOR ACCESS.  THE SCREW CAP IS ABOUT
 BJ0601'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0079 ***********************************************************************
 BJ0079  DESIGNATION -  24 BOLT
 BJ0079  PID         -  BJ0079
 BJ0079  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0079  USGS QUAD   -  PORT HUDSON (1994)
 BJ0079
 BJ0079                         *CURRENT SURVEY CONTROL
 BJ0079  ___________________________________________________________________
 BJ0079* NAD 83(1986)-  30 39 01.     (N)    091 20 08.     (W)     SCALED    
 BJ0079* NAVD 88     -         9.883  (meters)      32.42   (feet)  ADJUSTED  
 BJ0079  ___________________________________________________________________
 BJ0079  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0079  DYNAMIC HT  -           9.870 (meters)      32.38  (feet)  COMP
 BJ0079  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BJ0079
 BJ0079  VERT ORDER  -  FIRST     CLASS I
 BJ0079
 BJ0079.The horizontal coordinates were scaled from a topographic map and have
 BJ0079.an estimated accuracy of +/- 6 seconds.
 BJ0079
 BJ0079.The orthometric height was determined by differential leveling
 BJ0079.and adjusted by the National Geodetic Survey in February 1994..
 BJ0079
 BJ0079.The geoid height was determined by GEOID03.
 BJ0079
 BJ0079.The dynamic height is computed by dividing the NAVD 88
 BJ0079.geopotential number by the normal gravity value computed on the
 BJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0079.degrees latitude (g = 980.6199 gals.).
 BJ0079
 BJ0079.The modeled gravity was interpolated from observed gravity values.
 BJ0079
 BJ0079;                    North         East    Units  Estimated Accuracy
 BJ0079;SPC LA S     -   238,350.      999,790.      MT  (+/- 180 meters Scaled)
 BJ0079
 BJ0079                          SUPERSEDED SURVEY CONTROL
 BJ0079
 BJ0079  NAVD 88 (06/15/91)    9.915  (m)           32.53   (f) UNKNOWN     1 1
 BJ0079  NGVD 29 (??/??/??)    9.873  (m)           32.39   (f) ADJUSTED    1 1
 BJ0079
 BJ0079.Superseded values are not recommended for survey control.
 BJ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0079.See file dsdata.txt to determine how the superseded data were derived.
 BJ0079
 BJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP594920(NAD 83)
 BJ0079_MARKER: B = BOLT
 BJ0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0079_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0079_STAMPING: PBM 24 1929
 BJ0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0079
 BJ0079  HISTORY     - Date     Condition        Report By
 BJ0079  HISTORY     - 1929     MONUMENTED       DOD
 BJ0079  HISTORY     - 1964     GOOD             CGS
 BJ0079  HISTORY     - 1976     GOOD             NGS
 BJ0079
 BJ0079                          STATION DESCRIPTION
 BJ0079
 BJ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0079'9.95 MI NW FROM DEVALL.
 BJ0079'ABOUT 9.95 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0079'ELEMENTARY SCHOOL AT DEVALL, 200 FEET SOUTH OF THE CENTER LINE OF THE
 BJ0079'ROAD, 28 FEET WEST OF THE CENTER LINE OF STATE ROAD 416, 93 FEET
 BJ0079'NORTHWEST AND ACROSS STATE ROAD 416 FROM A 30-INCH PECAN TREE, 56 FEET
 BJ0079'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 28 1/2 FEET
 BJ0079'SOUTHEAST OF A FOUR-FORKED TREE IN A YARD, 26 FEET NORTHEAST OF A
 BJ0079'POWER POLE, A COPPER BOLT SET IN CONCRETE ABOUT 2 1/2 FEET BELOW THE
 BJ0079'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH IRON PIPE
 BJ0079'BEARING A CAP WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND.
 BJ0079
 BJ0079                          STATION RECOVERY (1976)
 BJ0079
 BJ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0079'9.95 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0079'ELEMENTARY SCHOOL AT DEVALL, AT THE JUNCTION OF STATE HIGHWAY
 BJ0079'416, 200.5 FT SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 416, 28 FT
 BJ0079'WEST OF THE CENTER LINE OF STATE HIGHWAY 415, 5.6 FT SOUTHEAST OF THE
 BJ0079'SOUTHEAST CORNER OF A BRICK HOUSE, 26.6 FT NORTHEAST OF POWER LINE
 BJ0079'POLE NO. L26-137, A COPPER BOLT SET IN CONCRETE ABOUT 2.5 FT BELOW
 BJ0079'GROUND. ACCESS IS HAD THROUGH A 5-INCH IRON PIPE WHICH PROJECTS
 BJ0079'17 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1515 ***********************************************************************
 CP1515  DESIGNATION -  24 CAP
 CP1515  PID         -  CP1515
 CP1515  STATE/COUNTY-  LA/TENSAS
 CP1515  USGS QUAD   -  NEWELLTON (1994)
 CP1515
 CP1515                         *CURRENT SURVEY CONTROL
 CP1515  ___________________________________________________________________
 CP1515* NAD 83(1986)-  32 07 02.     (N)    091 10 27.     (W)     SCALED    
 CP1515* NAVD 88     -        25.34   (+/-2cm)      83.1    (feet)  VERTCON   
 CP1515  ___________________________________________________________________
 CP1515  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1515
 CP1515  VERT ORDER  -  ? (See Below)
 CP1515
 CP1515.The horizontal coordinates were scaled from a topographic map and have
 CP1515.an estimated accuracy of +/- 6 seconds.
 CP1515
 CP1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1515.The vertical order pertains to the NGVD 29 superseded value.
 CP1515
 CP1515.The geoid height was determined by GEOID03.
 CP1515
 CP1515;                    North         East    Units  Estimated Accuracy
 CP1515;SPC LA N     -   180,080.    1,125,110.      MT  (+/- 180 meters Scaled)
 CP1515
 CP1515                          SUPERSEDED SURVEY CONTROL
 CP1515
 CP1515  NGVD 29 (??/??/92)   25.362  (m)           83.21   (f) ADJ UNCH    ?  
 CP1515
 CP1515.Superseded values are not recommended for survey control.
 CP1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1515.See file dsdata.txt to determine how the superseded data were derived.
 CP1515
 CP1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR722548(NAD 83)
 CP1515_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1515
 CP1515  HISTORY     - Date     Condition        Report By
 CP1515  HISTORY     - UNK      MONUMENTED       DOD
 CP1515  HISTORY     - 1973     GOOD             LADTD
 CP1515
 CP1515                          STATION DESCRIPTION
 CP1515
 CP1515'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1515'3.25 MI N FROM NEWELLTON.
 CP1515'3 1/4 MILES NORTH ALONG U. S. HIGHWAY 65 FROM NEWELLTON, TENSAS
 CP1515'PARISH, 3 MILES EAST ALONG A ROAD LEADING TO THE MCMELLIN PLANTATION
 CP1515'AND THE LEVEE, AND 1/4 MILE SOUTH ALONG THE LEVEE, ON THE HULSE PLACE
 CP1515'PLANTATION, ON THE WEST BANK OF STYX BAYOU, ON CANE RIDE ROAD, IN THE
 CP1515'FRONT YARD OF THE A.  WILLIAMS CABIN, 1,000 FEET FROM THE NEW LEVEE
 CP1515'LOCATION, 36 FEET SOUTH OF THE CHIMNEY OF THE CABIN, 13 FEET FROM THE
 CP1515'CENTERLINE OF THE ROAD, 11 FEET EAST OF A 14-INCH CHINABERRY TREE, AND
 CP1515'5 FEET INSIDE OF A PICKET FENCE AROUND THE YARD.  AN IRON PIPE BEARING
 CP1515'A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2388 ***********************************************************************
 BJ2388  DESIGNATION -  24 CAP
 BJ2388  PID         -  BJ2388
 BJ2388  STATE/COUNTY-  LA/ST MARTIN
 BJ2388  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2388
 BJ2388                         *CURRENT SURVEY CONTROL
 BJ2388  ___________________________________________________________________
 BJ2388* NAD 83(1986)-  30 17 06.     (N)    091 40 38.     (W)     SCALED    
 BJ2388* NAVD 88     -         4.51   (+/-2cm)      14.8    (feet)  VERTCON   
 BJ2388  ___________________________________________________________________
 BJ2388  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2388
 BJ2388  VERT ORDER  -  ? (See Below)
 BJ2388
 BJ2388.The horizontal coordinates were scaled from a topographic map and have
 BJ2388.an estimated accuracy of +/- 6 seconds.
 BJ2388
 BJ2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2388.The vertical order pertains to the NGVD 29 superseded value.
 BJ2388
 BJ2388.The geoid height was determined by GEOID03.
 BJ2388
 BJ2388;                    North         East    Units  Estimated Accuracy
 BJ2388;SPC LA S     -   197,910.      966,920.      MT  (+/- 180 meters Scaled)
 BJ2388
 BJ2388                          SUPERSEDED SURVEY CONTROL
 BJ2388
 BJ2388  NGVD 29 (??/??/??)    4.511  (m)           14.80   (f) ADJUSTED    ?  
 BJ2388
 BJ2388.Superseded values are not recommended for survey control.
 BJ2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2388.See file dsdata.txt to determine how the superseded data were derived.
 BJ2388
 BJ2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP272511(NAD 83)
 BJ2388_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2388_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2388_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2388
 BJ2388  HISTORY     - Date     Condition        Report By
 BJ2388  HISTORY     - UNK      MONUMENTED       DOD
 BJ2388  HISTORY     - 1933     GOOD             DOD
 BJ2388  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2388
 BJ2388                          STATION DESCRIPTION
 BJ2388
 BJ2388'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2388'0.5 MI E FROM BUTTE LA ROSE.
 BJ2388'0.5 MILE EAST ALONG THE LEFT BANK OF UPPER GRAND RIVER FROM THE BENOIT
 BJ2388'STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, AMONGST SMALL WILLOWS,
 BJ2388'ABOUT 492 FEET SOUTH OF A SCHOOLHOUSE, ABOUT 275 FEET NORTH OF THE
 BJ2388'JULES WILTZ RESIDENCE, ABOUT 131 FEET SOUTH OF ANOTHER HOUSE, 98 FEET
 BJ2388'NORTH OF THE RIVER BANK, 84 FEET NORTH OF A BLAZED 6-INCH SYCAMORE
 BJ2388'TREE, 70.1 FEET SOUTH OF A BLAZED 6-INCH COTTONWOOD TREE, 9.7 FEET
 BJ2388'NORTHWEST OF P.B.M. JULES WILTZ (U.S.E.), DESCRIBED ABOVE, AND NEAR A
 BJ2388'4-INCH IRON PIPE PROJECTING ABOUT 8 FEET ABOVE GROUND.  AN IRON PIPE
 BJ2388'ABOUT 6 FEET UNDER GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2388'STANDARD CAP.
 BJ2388
 BJ2388                          STATION RECOVERY (1968)
 BJ2388
 BJ2388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1833 ***********************************************************************
 BJ1833  DESIGNATION -  24 CAP
 BJ1833  PID         -  BJ1833
 BJ1833  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1833  USGS QUAD   -  PORT HUDSON (1994)
 BJ1833
 BJ1833                         *CURRENT SURVEY CONTROL
 BJ1833  ___________________________________________________________________
 BJ1833* NAD 83(1986)-  30 39 00.     (N)    091 20 07.     (W)     SCALED    
 BJ1833* NAVD 88     -        11.11   (+/-2cm)      36.5    (feet)  VERTCON   
 BJ1833  ___________________________________________________________________
 BJ1833  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ1833
 BJ1833  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1833
 BJ1833.The horizontal coordinates were scaled from a topographic map and have
 BJ1833.an estimated accuracy of +/- 6 seconds.
 BJ1833
 BJ1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1833.The vertical order pertains to the NGVD 29 superseded value.
 BJ1833
 BJ1833.The geoid height was determined by GEOID03.
 BJ1833
 BJ1833;                    North         East    Units  Estimated Accuracy
 BJ1833;SPC LA S     -   238,320.      999,810.      MT  (+/- 180 meters Scaled)
 BJ1833
 BJ1833                          SUPERSEDED SURVEY CONTROL
 BJ1833
 BJ1833  NGVD 29 (??/??/??)   11.101  (m)           36.42   (f) ADJUSTED    1 2
 BJ1833
 BJ1833.Superseded values are not recommended for survey control.
 BJ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1833.See file dsdata.txt to determine how the superseded data were derived.
 BJ1833
 BJ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP595919(NAD 83)
 BJ1833_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1833_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1833_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1833_STAMPING: PBM 24 1929
 BJ1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1833
 BJ1833  HISTORY     - Date     Condition        Report By
 BJ1833  HISTORY     - 1929     MONUMENTED       DOD
 BJ1833  HISTORY     - 1964     GOOD             CGS
 BJ1833
 BJ1833                          STATION DESCRIPTION
 BJ1833
 BJ1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1833'9.95 MI NW FROM DEVALL.
 BJ1833'ABOUT 9.95 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ1833'ELEMENTARY SCHOOL AT DEVALL, 200 FEET SOUTH OF THE CENTER LINE OF THE
 BJ1833'ROAD, 28 FEET WEST OF THE CENTER LINE OF STATE ROAD 416, 93 FEET
 BJ1833'NORTHWEST AND ACROSS STATE ROAD 416 FROM A 30-INCH PECAN TREE, 56 FEET
 BJ1833'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 28 1/2 FEET
 BJ1833'SOUTHEAST OF A FOUR-FORKED TREE IN A YARD, 26 FEET NORTHEAST OF A
 BJ1833'POWER POLE, A 5-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 1/2 FEET
 BJ1833'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2107 ***********************************************************************
 BJ2107  DESIGNATION -  24 V 1 LADH
 BJ2107  PID         -  BJ2107
 BJ2107  STATE/COUNTY-  LA/IBERVILLE
 BJ2107  USGS QUAD   -  ST GABRIEL (1995)
 BJ2107
 BJ2107                         *CURRENT SURVEY CONTROL
 BJ2107  ___________________________________________________________________
 BJ2107* NAD 83(1986)-  30 18 47.     (N)    091 07 28.     (W)     SCALED    
 BJ2107* NAVD 88     -         6.87   (+/-2cm)      22.5    (feet)  VERTCON   
 BJ2107  ___________________________________________________________________
 BJ2107  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ2107
 BJ2107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2107
 BJ2107.The horizontal coordinates were scaled from a topographic map and have
 BJ2107.an estimated accuracy of +/- 6 seconds.
 BJ2107
 BJ2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2107.The vertical order pertains to the NGVD 29 superseded value.
 BJ2107
 BJ2107.The geoid height was determined by GEOID03.
 BJ2107
 BJ2107;                    North         East    Units  Estimated Accuracy
 BJ2107;SPC LA S     -   200,990.    1,020,090.      MT  (+/- 180 meters Scaled)
 BJ2107
 BJ2107                          SUPERSEDED SURVEY CONTROL
 BJ2107
 BJ2107  NGVD 29 (??/??/??)    6.921  (m)           22.71   (f) ADJUSTED    2 0
 BJ2107
 BJ2107.Superseded values are not recommended for survey control.
 BJ2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2107.See file dsdata.txt to determine how the superseded data were derived.
 BJ2107
 BJ2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP803549(NAD 83)
 BJ2107_MARKER: DD = SURVEY DISK
 BJ2107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2107_SP_SET: CULVERT
 BJ2107_STAMPING: 24V1 1968
 BJ2107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2107
 BJ2107  HISTORY     - Date     Condition        Report By
 BJ2107  HISTORY     - 1968     MONUMENTED       LADH
 BJ2107  HISTORY     - 1969     GOOD             LADTD
 BJ2107
 BJ2107                          STATION DESCRIPTION
 BJ2107
 BJ2107'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2107'3.73 MI N FROM ST GABRIEL.
 BJ2107'ABOUT 3.73 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE INTERSECTION OF
 BJ2107'NEW STATE HIGHWAY 30 AND STATE HIGHWAY 74 AT ST. GABRIEL.  IT IS SET
 BJ2107'IN A DRILL HOLE IN WEST HEADWALL OF A CONCRETE BOX CULVERT ON BAYOU
 BJ2107'MANCHAC WHICH IS ON THE PARISH LINE BETWEEN EAST BATON ROUGE PARISH
 BJ2107'AND IBERVILLE PARISH.  THE BENCH MARK IS APPROXIMATELY 2 FEET BELOW
 BJ2107'THE LEVEL OF THE RIDING SURFACE OF THE ROADWAY.  THERE IS NO WITNESS
 BJ2107'POST.  A STATE HIGHWAY SIGN IS SET IN THE SHOULDER OF THE ROADWAY ON
 BJ2107'EACH SIDE OF THE ROADWAY MARKING EACH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2108 ***********************************************************************
 BJ2108  DESIGNATION -  24 V 2 LADH
 BJ2108  PID         -  BJ2108
 BJ2108  STATE/COUNTY-  LA/IBERVILLE
 BJ2108  USGS QUAD   -  ST GABRIEL (1995)
 BJ2108
 BJ2108                         *CURRENT SURVEY CONTROL
 BJ2108  ___________________________________________________________________
 BJ2108* NAD 83(1986)-  30 18 07.     (N)    091 07 09.     (W)     SCALED    
 BJ2108* NAVD 88     -         6.41   (+/-2cm)      21.0    (feet)  VERTCON   
 BJ2108  ___________________________________________________________________
 BJ2108  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ2108
 BJ2108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2108
 BJ2108.The horizontal coordinates were scaled from a topographic map and have
 BJ2108.an estimated accuracy of +/- 6 seconds.
 BJ2108
 BJ2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2108.The vertical order pertains to the NGVD 29 superseded value.
 BJ2108
 BJ2108.The geoid height was determined by GEOID03.
 BJ2108
 BJ2108;                    North         East    Units  Estimated Accuracy
 BJ2108;SPC LA S     -   199,760.    1,020,600.      MT  (+/- 180 meters Scaled)
 BJ2108
 BJ2108                          SUPERSEDED SURVEY CONTROL
 BJ2108
 BJ2108  NGVD 29 (??/??/??)    6.463  (m)           21.20   (f) ADJUSTED    2 0
 BJ2108
 BJ2108.Superseded values are not recommended for survey control.
 BJ2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2108.See file dsdata.txt to determine how the superseded data were derived.
 BJ2108
 BJ2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP808537(NAD 83)
 BJ2108_MARKER: DD = SURVEY DISK
 BJ2108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ2108_SP_SET: ABUTMENT
 BJ2108_STAMPING: 24V2 1968
 BJ2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2108
 BJ2108  HISTORY     - Date     Condition        Report By
 BJ2108  HISTORY     - 1968     MONUMENTED       LADH
 BJ2108  HISTORY     - 1969     GOOD             LADTD
 BJ2108
 BJ2108                          STATION DESCRIPTION
 BJ2108
 BJ2108'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2108'2.88 MI N FROM ST GABRIEL.
 BJ2108'ABOUT 2.88 MILES NORTH ALONG NEW STATE HIGHWAY 30 FROM INTERSECTION OF
 BJ2108'NEW STATE HIGHWAY 30 AND STATE HIGHWAY 74 AT ST. GABRIEL.  IT IS SET
 BJ2108'IN A DRILL HOLE IN THE NORTHWEST ABUTMENT OF BAYOU PAUL BRIDGE, 17.9
 BJ2108'FEET WEST OF CENTERLINE OF THE BAYOU PAUL BRIDGE.  THERE IS A STEEL
 BJ2108'WITNESS POST APPROXIMATELY 1 FOOT NORTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0206 ***********************************************************************
 BJ0206  DESIGNATION -  24 WARL
 BJ0206  PID         -  BJ0206
 BJ0206  STATE/COUNTY-  LA/ST LANDRY
 BJ0206  USGS QUAD   -  MELVILLE (1994)
 BJ0206
 BJ0206                         *CURRENT SURVEY CONTROL
 BJ0206  ___________________________________________________________________
 BJ0206* NAD 83(1986)-  30 42 26.     (N)    091 44 20.     (W)     SCALED    
 BJ0206* NAVD 88     -        10.008  (meters)      32.83   (feet)  ADJUSTED  
 BJ0206  ___________________________________________________________________
 BJ0206  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0206  DYNAMIC HT  -           9.996 (meters)      32.80  (feet)  COMP
 BJ0206  MODELED GRAV-     979,360.5   (mgal)                       NAVD 88
 BJ0206
 BJ0206  VERT ORDER  -  FIRST     CLASS I
 BJ0206
 BJ0206.The horizontal coordinates were scaled from a topographic map and have
 BJ0206.an estimated accuracy of +/- 6 seconds.
 BJ0206
 BJ0206.The orthometric height was determined by differential leveling
 BJ0206.and adjusted by the National Geodetic Survey in February 1994..
 BJ0206
 BJ0206.The geoid height was determined by GEOID03.
 BJ0206
 BJ0206.The dynamic height is computed by dividing the NAVD 88
 BJ0206.geopotential number by the normal gravity value computed on the
 BJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0206.degrees latitude (g = 980.6199 gals.).
 BJ0206
 BJ0206.The modeled gravity was interpolated from observed gravity values.
 BJ0206
 BJ0206;                    North         East    Units  Estimated Accuracy
 BJ0206;SPC LA S     -   244,730.      961,150.      MT  (+/- 180 meters Scaled)
 BJ0206
 BJ0206                          SUPERSEDED SURVEY CONTROL
 BJ0206
 BJ0206  NAVD 88 (06/15/91)   10.048  (m)           32.97   (f) UNKNOWN     1 1
 BJ0206  NGVD 29 (??/??/??)   10.011  (m)           32.84   (f) ADJUSTED    1 1
 BJ0206
 BJ0206.Superseded values are not recommended for survey control.
 BJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0206.See file dsdata.txt to determine how the superseded data were derived.
 BJ0206
 BJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP207978(NAD 83)
 BJ0206_MARKER: DD = SURVEY DISK
 BJ0206_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0206_SP_SET: 108 FT IRON PIPE
 BJ0206_STAMPING: PBM 24 WARL 1976 USE
 BJ0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0206
 BJ0206  HISTORY     - Date     Condition        Report By
 BJ0206  HISTORY     - 1976     MONUMENTED       USE
 BJ0206  HISTORY     - 1976     GOOD             NGS
 BJ0206  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 BJ0206
 BJ0206                          STATION DESCRIPTION
 BJ0206
 BJ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0206'1.0 MI NORTH FROM MELVILLE.
 BJ0206'0.8 MILE NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0206'RAILROAD OVERPASS, THENCE 0.05 MILE EAST ALONG A LEVEE ROAD,
 BJ0206'THENCE 0.15 MILES NORTH ALONG THE WEST LEVEE ROAD OF THE ATCHAFALAYA
 BJ0206'RIVER, 0.2 MILE SOUTH OF AN OVERHEAD PIPE LINE CROSSING THE RIVER
 BJ0206'86 FT WEST OF THE CENTER LINE OF THE ROAD, 27.0 FT EAST OF A FENCE,
 BJ0206'A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 108 FT ENCASED
 BJ0206'IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 85 FT WITH A 3-INCH SCREW
 BJ0206'CAP FOR ACCESS, THE SCREW CAP PROJECTS 21 INCHES ABOVE THE GROUND
 BJ0206
 BJ0206                          STATION RECOVERY (2005)
 BJ0206
 BJ0206'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4041 ***********************************************************************
 BJ4041  DESIGNATION -  244 73
 BJ4041  PID         -  BJ4041
 BJ4041  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4041  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4041
 BJ4041                         *CURRENT SURVEY CONTROL
 BJ4041  ___________________________________________________________________
 BJ4041* NAD 83(1986)-  30 22 43.     (N)    091 02 26.     (W)     SCALED    
 BJ4041* NAVD 88     -         8.046  (meters)      26.40   (feet)  ADJUSTED  
 BJ4041  ___________________________________________________________________
 BJ4041  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ4041  DYNAMIC HT  -           8.035 (meters)      26.36  (feet)  COMP
 BJ4041  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 BJ4041
 BJ4041  VERT ORDER  -  SECOND    CLASS II
 BJ4041
 BJ4041.The horizontal coordinates were scaled from a topographic map and have
 BJ4041.an estimated accuracy of +/- 6 seconds.
 BJ4041
 BJ4041.The orthometric height was determined by differential leveling
 BJ4041.and adjusted by the National Geodetic Survey in February 1994..
 BJ4041
 BJ4041.The geoid height was determined by GEOID03.
 BJ4041
 BJ4041.The dynamic height is computed by dividing the NAVD 88
 BJ4041.geopotential number by the normal gravity value computed on the
 BJ4041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4041.degrees latitude (g = 980.6199 gals.).
 BJ4041
 BJ4041.The modeled gravity was interpolated from observed gravity values.
 BJ4041
 BJ4041;                    North         East    Units  Estimated Accuracy
 BJ4041;SPC LA S     -   208,270.    1,028,140.      MT  (+/- 180 meters Scaled)
 BJ4041
 BJ4041                          SUPERSEDED SURVEY CONTROL
 BJ4041
 BJ4041.No superseded survey control is available for this station.
 BJ4041
 BJ4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP882623(NAD 83)
 BJ4041_MARKER: DB = BENCH MARK DISK
 BJ4041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4041_SP_SET: CONCRETE POST
 BJ4041_STAMPING: 244-73 1973
 BJ4041_MARK LOGO: LA-033
 BJ4041_PROJECTION: FLUSH
 BJ4041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4041+STABILITY: SURFACE MOTION
 BJ4041
 BJ4041  HISTORY     - Date     Condition        Report By
 BJ4041  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4041  HISTORY     - 1987     GOOD             LA-033
 BJ4041
 BJ4041                          STATION DESCRIPTION
 BJ4041
 BJ4041'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4041'IN BATON ROUGE.
 BJ4041'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ4041'PECUE LANE AND AIRLINE HIGHWAY IN THE NORTHWEST QUADRANT OF THE
 BJ4041'INTERSECTION, 32 METERS (105 FT) NORTHWEST OF THE CENTERLINE OF PECUE
 BJ4041'LANE, 67.7 METERS (222 FT) SOUTHEAST OF THE CENTERLINE OF AIRLINE
 BJ4041'HIGHWAY, 23.8 METERS (78 FT) NORTH OF A POWER POLE, AND 17.7 METERS
 BJ4041'(58 FT) SOUTH OF A 40-INCH OAK TREE.
 BJ4041'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 BJ4041'THE MARK IS 0.31 M BELOW PECUE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1425 ***********************************************************************
 CP1425  DESIGNATION -  2450 A BOLT
 CP1425  PID         -  CP1425
 CP1425  STATE/COUNTY-  LA/MADISON
 CP1425  USGS QUAD   -  ASHLY (1972)
 CP1425
 CP1425                         *CURRENT SURVEY CONTROL
 CP1425  ___________________________________________________________________
 CP1425* NAD 83(1986)-  32 28 47.     (N)    091 07 25.     (W)     SCALED    
 CP1425* NAVD 88     -        25.63   (+/-2cm)      84.1    (feet)  VERTCON   
 CP1425  ___________________________________________________________________
 CP1425  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1425
 CP1425  VERT ORDER  -  ? (See Below)
 CP1425
 CP1425.The horizontal coordinates were scaled from a topographic map and have
 CP1425.an estimated accuracy of +/- 6 seconds.
 CP1425
 CP1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1425.The vertical order pertains to the NGVD 29 superseded value.
 CP1425
 CP1425.The geoid height was determined by GEOID03.
 CP1425
 CP1425;                    North         East    Units  Estimated Accuracy
 CP1425;SPC LA N     -   220,330.    1,129,370.      MT  (+/- 180 meters Scaled)
 CP1425
 CP1425                          SUPERSEDED SURVEY CONTROL
 CP1425
 CP1425  NGVD 29 (??/??/92)   25.646  (m)           84.14   (f) ADJ UNCH    ?  
 CP1425
 CP1425.Superseded values are not recommended for survey control.
 CP1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1425.See file dsdata.txt to determine how the superseded data were derived.
 CP1425
 CP1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR763951(NAD 83)
 CP1425_MARKER: B = BOLT
 CP1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1425_SP_SET: STONE
 CP1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1425+STABILITY: SURFACE MOTION
 CP1425
 CP1425  HISTORY     - Date     Condition        Report By
 CP1425  HISTORY     - UNK      MONUMENTED       DOD
 CP1425  HISTORY     - 1934     GOOD             DOD
 CP1425
 CP1425                          STATION DESCRIPTION
 CP1425
 CP1425'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1425'1.75 MI SE FROM TALLA BENA.
 CP1425'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1425'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1-3/4 MILES SOUTHEAST
 CP1425'OF TALLA BENA, LA.  1034 FEET SOUTHWEST OF LEVEE STATION NO. 2450 IN
 CP1425'GROUP OF LARGE DEAD TREES.  ON SMALL DITCH BANK.  900 FEET WEST OF
 CP1425'SMALL ANGLE IN LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1424 ***********************************************************************
 CP1424  DESIGNATION -  2450 A CAP
 CP1424  PID         -  CP1424
 CP1424  STATE/COUNTY-  LA/MADISON
 CP1424  USGS QUAD   -  ASHLY (1972)
 CP1424
 CP1424                         *CURRENT SURVEY CONTROL
 CP1424  ___________________________________________________________________
 CP1424* NAD 83(1986)-  32 28 46.     (N)    091 07 25.     (W)     SCALED    
 CP1424* NAVD 88     -        26.86   (+/-2cm)      88.1    (feet)  VERTCON   
 CP1424  ___________________________________________________________________
 CP1424  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1424
 CP1424  VERT ORDER  -  ? (See Below)
 CP1424
 CP1424.The horizontal coordinates were scaled from a topographic map and have
 CP1424.an estimated accuracy of +/- 6 seconds.
 CP1424
 CP1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1424.The vertical order pertains to the NGVD 29 superseded value.
 CP1424
 CP1424.The geoid height was determined by GEOID03.
 CP1424
 CP1424;                    North         East    Units  Estimated Accuracy
 CP1424;SPC LA N     -   220,300.    1,129,370.      MT  (+/- 180 meters Scaled)
 CP1424
 CP1424                          SUPERSEDED SURVEY CONTROL
 CP1424
 CP1424  NGVD 29 (??/??/92)   26.875  (m)           88.17   (f) ADJ UNCH    ?  
 CP1424
 CP1424.Superseded values are not recommended for survey control.
 CP1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1424.See file dsdata.txt to determine how the superseded data were derived.
 CP1424
 CP1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR763951(NAD 83)
 CP1424_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1424_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1424
 CP1424  HISTORY     - Date     Condition        Report By
 CP1424  HISTORY     - UNK      MONUMENTED       DOD
 CP1424  HISTORY     - 1934     GOOD             DOD
 CP1424
 CP1424                          STATION DESCRIPTION
 CP1424
 CP1424'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1424'1.75 MI SE FROM TALLA BENA.
 CP1424'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1424'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1-3/4 MILES SOUTHEAST
 CP1424'OF TALLA BENA, LA.  1034 FEET SOUTHWEST OF LEVEE STATION NO. 2450 IN
 CP1424'GROUP OF LARGE DEAD TREES.  ON SMALL DITCH BANK.  900 FEET WEST OF
 CP1424'SMALL ANGLE IN LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4982 ***********************************************************************
 BJ4982  DESIGNATION -  24A002 LDH 1968
 BJ4982  PID         -  BJ4982
 BJ4982  STATE/COUNTY-  LA/IBERVILLE
 BJ4982  USGS QUAD   -  ST GABRIEL (1995)
 BJ4982
 BJ4982                         *CURRENT SURVEY CONTROL
 BJ4982  ___________________________________________________________________
 BJ4982* NAD 83(1992)-  30 15 29.18730(N)    091 05 38.11301(W)     ADJUSTED  
 BJ4982* NAVD 88     -         5.5  **(meters)      18.   **(feet)  VERTCON   
 BJ4982  **This station is located in a subsidence area (see below).
 BJ4982  ___________________________________________________________________
 BJ4982  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BJ4982  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4982
 BJ4982  HORZ ORDER  -  SECOND
 BJ4982
 BJ4982.The horizontal coordinates were established by classical geodetic methods
 BJ4982.and adjusted by the National Geodetic Survey in January 1993..
 BJ4982
 BJ4982 ** The orthometric height has not been validated since last determined
 BJ4982 ** by differential leveling and should not be used for control purposes.
 BJ4982 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4982 ** area with valid NAVD 88 orthometric heights.
 BJ4982 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4982 ** epoch indicated which incorporates improved geoid heights for the
 BJ4982 ** Southern Louisiana Subsidence area.
 BJ4982 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4982
 BJ4982.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4982
 BJ4982.The geoid height was determined by GEOID03.
 BJ4982
 BJ4982;                    North         East     Units Scale Factor Converg.
 BJ4982;SPC LA S     -   194,900.869 1,023,038.566   MT  0.99993578   +0 07 11.0
 BJ4982;SPC LA S     -   639,437.27  3,356,419.03   sFT  0.99993578   +0 07 11.0
 BJ4982;UTM  15      - 3,348,923.678   683,376.156   MT  1.00001487   +0 57 38.6
 BJ4982
 BJ4982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4982!SPC LA S     -   1.00000337  x   0.99993578  =   0.99993915
 BJ4982!UTM  15      -   1.00000337  x   1.00001487  =   1.00001824
 BJ4982
 BJ4982:                Primary Azimuth Mark                     Grid Az
 BJ4982:SPC LA S     -  24 A 001                                 265 48 53.7
 BJ4982:UTM  15      -  24 A 001                                 264 58 26.1
 BJ4982
 BJ4982|---------------------------------------------------------------------|
 BJ4982| PID    Reference Object                     Distance      Geod. Az  |
 BJ4982|                                                           dddmmss.s |
 BJ4982| BJ1032 24 A 001                            481.692 METERS 2655604.7 |
 BJ4982|---------------------------------------------------------------------|
 BJ4982
 BJ4982                          SUPERSEDED SURVEY CONTROL
 BJ4982
 BJ4982  NAD 83(1986)-  30 15 29.20521(N)    091 05 38.11228(W) AD(       ) 2
 BJ4982  NAD 27      -  30 15 28.50521(N)    091 05 37.74026(W) AD(       ) 2
 BJ4982  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 BJ4982
 BJ4982.Superseded values are not recommended for survey control.
 BJ4982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4982.See file dsdata.txt to determine how the superseded data were derived.
 BJ4982
 BJ4982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8337648924(NAD 83)
 BJ4982_MARKER: DD = SURVEY DISK
 BJ4982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4982+STABILITY: SURFACE MOTION
 BJ4982
 BJ4982  HISTORY     - Date     Condition        Report By
 BJ4982  HISTORY     - 1968     MONUMENTED       LADH
 BJ4982
 BJ4982                          STATION DESCRIPTION
 BJ4982
 BJ4982'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4982'THE STATION IS LOCATED EAST ALONG STATE HIGHWAY 74, 0.3 MILE FROM
 BJ4982'THE INTERSECTION OF STATE HIGHWAY 30 AT ST. GABRIEL.  THE STATION IS
 BJ4982'SET TO THE SOUTH OF THE HIGHWAY ON THE BACK SLOPE, 68.0 FEET
 BJ4982'SOUTHWEST OF A POWER POLE, 32.60 FEET SOUTH OF THE CENTER OF STATE
 BJ4982'HIGHWAY 74, 1.50 FEET WEST OF A METAL WITNESS POST AND SIGN, 51.20
 BJ4982'FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 BJ4982'
 BJ4982'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4982'CONCRETE POST, PROJECTING 4 INCHES.  THE STATION IS STAMPED 24A002
 BJ4982'1968.
 BJ4982'
 BJ4982'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ4982'STATE HIGHWAY 74, FOLLOW STATE HIGHWAY 74 FOR 0.3 MILE TO THE
 BJ4982'STATION SET TO THE SOUTH OF THE HIGHWAY.
 BJ4982'
 BJ4982'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4983 ***********************************************************************
 BJ4983  DESIGNATION -  24A003 LDH 1968
 BJ4983  PID         -  BJ4983
 BJ4983  STATE/COUNTY-  LA/IBERVILLE
 BJ4983  USGS QUAD   -  ST GABRIEL (1995)
 BJ4983
 BJ4983                         *CURRENT SURVEY CONTROL
 BJ4983  ___________________________________________________________________
 BJ4983* NAD 83(1992)-  30 16 16.34106(N)    091 06 17.21813(W)     ADJUSTED  
 BJ4983* NAVD 88     -         5.6  **(meters)      18.   **(feet)  VERTCON   
 BJ4983  **This station is located in a subsidence area (see below).
 BJ4983  ___________________________________________________________________
 BJ4983  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ4983  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ4983
 BJ4983  HORZ ORDER  -  SECOND
 BJ4983
 BJ4983.The horizontal coordinates were established by classical geodetic methods
 BJ4983.and adjusted by the National Geodetic Survey in January 1993..
 BJ4983
 BJ4983 ** The orthometric height has not been validated since last determined
 BJ4983 ** by differential leveling and should not be used for control purposes.
 BJ4983 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4983 ** area with valid NAVD 88 orthometric heights.
 BJ4983 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4983 ** epoch indicated which incorporates improved geoid heights for the
 BJ4983 ** Southern Louisiana Subsidence area.
 BJ4983 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4983.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4983
 BJ4983.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4983
 BJ4983.The geoid height was determined by GEOID03.
 BJ4983
 BJ4983;                    North         East     Units Scale Factor Converg.
 BJ4983;SPC LA S     -   196,350.673 1,021,990.377   MT  0.99993683   +0 06 51.4
 BJ4983;SPC LA S     -   644,193.83  3,352,980.10   sFT  0.99993683   +0 06 51.4
 BJ4983;UTM  15      - 3,350,358.046   682,306.713   MT  1.00001004   +0 57 20.3
 BJ4983
 BJ4983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4983!SPC LA S     -   1.00000336  x   0.99993683  =   0.99994019
 BJ4983!UTM  15      -   1.00000336  x   1.00001004  =   1.00001340
 BJ4983
 BJ4983:                Primary Azimuth Mark                     Grid Az
 BJ4983:SPC LA S     -  24A004 LDH 1968                          336 21 30.8
 BJ4983:UTM  15      -  24A004 LDH 1968                          335 31 01.9
 BJ4983
 BJ4983|---------------------------------------------------------------------|
 BJ4983| PID    Reference Object                     Distance      Geod. Az  |
 BJ4983|                                                           dddmmss.s |
 BJ4983| BJ4984 24A004 LDH 1968                     APPROX. 1.7 KM 3362822.2 |
 BJ4983|---------------------------------------------------------------------|
 BJ4983
 BJ4983                          SUPERSEDED SURVEY CONTROL
 BJ4983
 BJ4983  NAD 83(1986)-  30 16 16.35900(N)    091 06 17.21746(W) AD(       ) 2
 BJ4983  NAD 27      -  30 16 15.66050(N)    091 06 16.84420(W) AD(       ) 2
 BJ4983  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 BJ4983
 BJ4983.Superseded values are not recommended for survey control.
 BJ4983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4983.See file dsdata.txt to determine how the superseded data were derived.
 BJ4983
 BJ4983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8230750358(NAD 83)
 BJ4983_MARKER: DD = SURVEY DISK
 BJ4983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4983+STABILITY: SURFACE MOTION
 BJ4983
 BJ4983  HISTORY     - Date     Condition        Report By
 BJ4983  HISTORY     - 1968     MONUMENTED       LADH
 BJ4983
 BJ4983                          STATION DESCRIPTION
 BJ4983
 BJ4983'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4983'THE STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 1.0 MILE FROM
 BJ4983'THE INTERSECTION OF STATE HIGHWAY 30 AND 74.  THE STATION IS SET TO
 BJ4983'THE EAST OF HIGHWAY 30 NEAR A FENCE, 24.10 FEET NORTH OF A POWER
 BJ4983'POLE, 2.45 FEET WEST OF A FENCE LEADING NORTH-SOUTH, 1.50 FEET NORTH
 BJ4983'OF A METAL WITNESS POST AND SIGN, 58.40 FEET EAST OF THE CENTER OF
 BJ4983'STATE HIGHWAY 30, 58.30 FEET SOUTHEAST OF THE CENTER OF A HEADWALL
 BJ4983'ON A CROSS DRAIN UNDER STATE HIGHWAY 30.
 BJ4983'
 BJ4983'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4983'CONCRETE POST, PROJECTING 4 INCHES.  STATION IS STAMPED 24A003 1968.
 BJ4983'
 BJ4983'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ4983'74, FOLLOW STATE HIGHWAY 30 NORTH FOR 1.0 MILE TO THE STATION SET TO
 BJ4983'THE EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4984 ***********************************************************************
 BJ4984  DESIGNATION -  24A004 LDH 1968
 BJ4984  PID         -  BJ4984
 BJ4984  STATE/COUNTY-  LA/IBERVILLE
 BJ4984  USGS QUAD   -  ST GABRIEL (1995)
 BJ4984
 BJ4984                         *CURRENT SURVEY CONTROL
 BJ4984  ___________________________________________________________________
 BJ4984* NAD 83(1992)-  30 17 06.94288(N)    091 06 42.60355(W)     ADJUSTED  
 BJ4984* NAVD 88     -         4.1  **(meters)      13.   **(feet)  VERTCON   
 BJ4984  **This station is located in a subsidence area (see below).
 BJ4984  ___________________________________________________________________
 BJ4984  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BJ4984  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ4984
 BJ4984  HORZ ORDER  -  SECOND
 BJ4984
 BJ4984.The horizontal coordinates were established by classical geodetic methods
 BJ4984.and adjusted by the National Geodetic Survey in January 1993..
 BJ4984
 BJ4984 ** The orthometric height has not been validated since last determined
 BJ4984 ** by differential leveling and should not be used for control purposes.
 BJ4984 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4984 ** area with valid NAVD 88 orthometric heights.
 BJ4984 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4984 ** epoch indicated which incorporates improved geoid heights for the
 BJ4984 ** Southern Louisiana Subsidence area.
 BJ4984 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4984
 BJ4984.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4984
 BJ4984.The geoid height was determined by GEOID03.
 BJ4984
 BJ4984;                    North         East     Units Scale Factor Converg.
 BJ4984;SPC LA S     -   197,907.455 1,021,308.894   MT  0.99993801   +0 06 38.7
 BJ4984;SPC LA S     -   649,301.38  3,350,744.26   sFT  0.99993801   +0 06 38.7
 BJ4984;UTM  15      - 3,351,904.761   681,602.389   MT  1.00000688   +0 57 08.9
 BJ4984
 BJ4984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4984!SPC LA S     -   1.00000360  x   0.99993801  =   0.99994161
 BJ4984!UTM  15      -   1.00000360  x   1.00000688  =   1.00001048
 BJ4984
 BJ4984:                Primary Azimuth Mark                     Grid Az
 BJ4984:SPC LA S     -  24A005 LDH 1968                          338 55 39.2
 BJ4984:UTM  15      -  24A005 LDH 1968                          338 05 09.0
 BJ4984
 BJ4984|---------------------------------------------------------------------|
 BJ4984| PID    Reference Object                     Distance      Geod. Az  |
 BJ4984|                                                           dddmmss.s |
 BJ4984| BJ4985 24A005 LDH 1968                     APPROX. 1.6 KM 3390217.9 |
 BJ4984|---------------------------------------------------------------------|
 BJ4984
 BJ4984                          SUPERSEDED SURVEY CONTROL
 BJ4984
 BJ4984  NAD 83(1986)-  30 17 06.96085(N)    091 06 42.60271(W) AD(       ) 2
 BJ4984  NAD 27      -  30 17 06.26344(N)    091 06 42.22817(W) AD(       ) 2
 BJ4984  NGVD 29 (07/19/86)    4.2    (m)           14.     (f) VERT ANG       
 BJ4984
 BJ4984.Superseded values are not recommended for survey control.
 BJ4984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4984.See file dsdata.txt to determine how the superseded data were derived.
 BJ4984
 BJ4984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8160251905(NAD 83)
 BJ4984_MARKER: DD = SURVEY DISK
 BJ4984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4984+STABILITY: SURFACE MOTION
 BJ4984
 BJ4984  HISTORY     - Date     Condition        Report By
 BJ4984  HISTORY     - 1968     MONUMENTED       LADH
 BJ4984
 BJ4984                          STATION DESCRIPTION
 BJ4984
 BJ4984'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4984'THIS STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 2 MILES FROM
 BJ4984'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 74 AT ST.
 BJ4984'GABRIEL.  THE STATION IS SET TO THE WEST OF THE HIGHWAY, 1.50 FEET
 BJ4984'NORTH OF A WITNESS POST, 4.0 FEET EAST OF A HIGHWAY RIGHT OF WAY
 BJ4984'MARKER, 66.30 FEET WEST OF THE CENTER OF STATE HIGHWAY 30, 80.0
 BJ4984'FEET EAST OF THE EAST RAIL ON THE MAINLINE OF THE ILLINOIS
 BJ4984'CENTRAL RAILROAD, 33.30 FEET EAST OF A FENCE LEADING NORTH-SOUTH AND
 BJ4984'120 FEET NORTHEAST OF A SEMAPHORE POST ON THE EAST SIDE OF
 BJ4984'RAILROAD NO. L3786.
 BJ4984'
 BJ4984'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4984'CONCRETE POST, PROJECTING 4 INCHES ABOVE SURFACE.  STATION IS
 BJ4984'STAMPED 24A004 1968.
 BJ4984'
 BJ4984'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ4984'STATE HIGHWAY 74, FOLLOW STATE HIGHWAY 30 NORTH FOR 2 MILES TO THE
 BJ4984'STATION SET TO THE WEST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4985 ***********************************************************************
 BJ4985  DESIGNATION -  24A005 LDH 1968
 BJ4985  PID         -  BJ4985
 BJ4985  STATE/COUNTY-  LA/IBERVILLE
 BJ4985  USGS QUAD   -  ST GABRIEL (1995)
 BJ4985
 BJ4985                         *CURRENT SURVEY CONTROL
 BJ4985  ___________________________________________________________________
 BJ4985* NAD 83(1992)-  30 17 56.71479(N)    091 07 04.57745(W)     ADJUSTED  
 BJ4985* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 BJ4985  ___________________________________________________________________
 BJ4985  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4985  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4985
 BJ4985  HORZ ORDER  -  SECOND
 BJ4985
 BJ4985.The horizontal coordinates were established by classical geodetic methods
 BJ4985.and adjusted by the National Geodetic Survey in January 1993..
 BJ4985
 BJ4985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4985
 BJ4985.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4985
 BJ4985.The geoid height was determined by GEOID03.
 BJ4985
 BJ4985;                    North         East     Units Scale Factor Converg.
 BJ4985;SPC LA S     -   199,438.901 1,020,718.803   MT  0.99993924   +0 06 27.7
 BJ4985;SPC LA S     -   654,325.79  3,348,808.27   sFT  0.99993924   +0 06 27.7
 BJ4985;UTM  15      - 3,353,427.473   680,989.819   MT  1.00000414   +0 56 59.2
 BJ4985
 BJ4985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4985!SPC LA S     -   1.00000334  x   0.99993924  =   0.99994258
 BJ4985!UTM  15      -   1.00000334  x   1.00000414  =   1.00000748
 BJ4985
 BJ4985:                Primary Azimuth Mark                     Grid Az
 BJ4985:SPC LA S     -  24A006 LDH 1968                          337 34 24.0
 BJ4985:UTM  15      -  24A006 LDH 1968                          336 43 52.5
 BJ4985
 BJ4985|---------------------------------------------------------------------|
 BJ4985| PID    Reference Object                     Distance      Geod. Az  |
 BJ4985|                                                           dddmmss.s |
 BJ4985| BJ4987 24A006 LDH 1968                     APPROX. 1.1 KM 3374051.7 |
 BJ4985|---------------------------------------------------------------------|
 BJ4985
 BJ4985                          SUPERSEDED SURVEY CONTROL
 BJ4985
 BJ4985  NAD 83(1986)-  30 17 56.73280(N)    091 07 04.57645(W) AD(       ) 2
 BJ4985  NAD 27      -  30 17 56.03642(N)    091 07 04.20075(W) AD(       ) 2
 BJ4985  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 BJ4985
 BJ4985.Superseded values are not recommended for survey control.
 BJ4985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4985.See file dsdata.txt to determine how the superseded data were derived.
 BJ4985
 BJ4985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8099053427(NAD 83)
 BJ4985_MARKER: DD = SURVEY DISK
 BJ4985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4985+STABILITY: SURFACE MOTION
 BJ4985
 BJ4985  HISTORY     - Date     Condition        Report By
 BJ4985  HISTORY     - 1968     MONUMENTED       LADH
 BJ4985
 BJ4985                          STATION DESCRIPTION
 BJ4985
 BJ4985'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4985'THIS STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 3.12 MILES FROM
 BJ4985'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 74 AT
 BJ4985'ST. GABRIEL.  THE STATION IS SET TO THE EAST OF HIGHWAY 30, 1.45
 BJ4985'FEET SOUTH OF A METAL WITNESS POST AND SIGN, 14.10 FEET SOUTHWEST OF
 BJ4985'A POWER POLE, 7.50 FEET WEST OF A FENCE LEADING NORTH-SOUTH,
 BJ4985'8.65 FEET NORTHWEST OF THE NORTH POST ON A GATE IN THE SAME FENCE,
 BJ4985'53.60 FEET EAST OF THE CENTER OF STATE HIGHWAY 30, 9.30 FEET
 BJ4985'SOUTHWEST OF A BURIED CABLE WARNING SIGN AND POST (TELEPHONE),
 BJ4985'AND 14.0 FEET NORTH OF THE CENTER OF A DIRT DRIVE TO THE PASTURE.
 BJ4985'
 BJ4985'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4985'CONCRETE POST, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BJ4985'STATION IS STAMPED 24A005 1968.
 BJ4985'
 BJ4985'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ4985'STATE HIGHWAY 74, FOLLOW STATE HIGHWAY 30 NORTH FOR 3.12 MILES TO
 BJ4985'THE STATION SET TO THE EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4987 ***********************************************************************
 BJ4987  DESIGNATION -  24A006 LDH 1968
 BJ4987  PID         -  BJ4987
 BJ4987  STATE/COUNTY-  LA/IBERVILLE
 BJ4987  USGS QUAD   -  ST GABRIEL (1995)
 BJ4987
 BJ4987                         *CURRENT SURVEY CONTROL
 BJ4987  ___________________________________________________________________
 BJ4987* NAD 83(1992)-  30 18 30.99412(N)    091 07 20.79626(W)     ADJUSTED  
 BJ4987* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 BJ4987  ___________________________________________________________________
 BJ4987  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4987  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ4987
 BJ4987  HORZ ORDER  -  SECOND
 BJ4987
 BJ4987.The horizontal coordinates were established by classical geodetic methods
 BJ4987.and adjusted by the National Geodetic Survey in January 1993..
 BJ4987
 BJ4987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4987
 BJ4987.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4987
 BJ4987.The geoid height was determined by GEOID03.
 BJ4987
 BJ4987;                    North         East     Units Scale Factor Converg.
 BJ4987;SPC LA S     -   200,493.619 1,020,283.505   MT  0.99994011   +0 06 19.6
 BJ4987;SPC LA S     -   657,786.15  3,347,380.13   sFT  0.99994011   +0 06 19.6
 BJ4987;UTM  15      - 3,354,475.745   680,539.036   MT  1.00000213   +0 56 52.0
 BJ4987
 BJ4987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4987!SPC LA S     -   1.00000334  x   0.99994011  =   0.99994345
 BJ4987!UTM  15      -   1.00000334  x   1.00000213  =   1.00000547
 BJ4987
 BJ4987:                Primary Azimuth Mark                     Grid Az
 BJ4987:SPC LA S     -  24A007                                   336 01 58.4
 BJ4987:UTM  15      -  24A007                                   335 11 26.0
 BJ4987
 BJ4987|---------------------------------------------------------------------|
 BJ4987| PID    Reference Object                     Distance      Geod. Az  |
 BJ4987|                                                           dddmmss.s |
 BJ4987| BJ5013 24A007                              APPROX. 1.6 KM 3360818.0 |
 BJ4987|---------------------------------------------------------------------|
 BJ4987
 BJ4987                          SUPERSEDED SURVEY CONTROL
 BJ4987
 BJ4987  NAD 83(1986)-  30 18 31.01214(N)    091 07 20.79515(W) AD(       ) 2
 BJ4987  NAD 27      -  30 18 30.31636(N)    091 07 20.41855(W) AD(       ) 2
 BJ4987  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 BJ4987
 BJ4987.Superseded values are not recommended for survey control.
 BJ4987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4987.See file dsdata.txt to determine how the superseded data were derived.
 BJ4987
 BJ4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8053954476(NAD 83)
 BJ4987_MARKER: DD = SURVEY DISK
 BJ4987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4987+STABILITY: SURFACE MOTION
 BJ4987
 BJ4987  HISTORY     - Date     Condition        Report By
 BJ4987  HISTORY     - 1968     MONUMENTED       LADH
 BJ4987
 BJ4987                          STATION DESCRIPTION
 BJ4987
 BJ4987'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4987'THIS STATION IS LOCATED NORTH ALONG STATE HIGHWAY 30, 3.92 MILES FROM
 BJ4987'THE INTERSECTION OF STATE HIGHWAY 30 AND STATE HIGHWAY 74.  THE
 BJ4987'STATION IS SET TO THE EAST OF THE HIGHWAY NEAR A CULVERT AND FENCE,
 BJ4987'1.70 FEET SOUTH OF A WITNESS POST AND SIGN, 8.15 FEET WEST OF A
 BJ4987'FENCE LEADING NORTH-SOUTH, 15.20 FEET SOUTHWEST OF THE SOUTH POST ON
 BJ4987'A GATE IN THE FENCE, 22.10 FEET SOUTH OF THE CENTER OF A DIRT DRIVE
 BJ4987'LEADING TO A PASTURE, 14.80 FEET SOUTHEAST OF THE SOUTH END OF A
 BJ4987'SIDE DRAIN, AND 52.70 FEET EAST OF THE CENTER OF STATE HIGHWAY 30.
 BJ4987'
 BJ4987'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4987'CONCRETE POST, PROJECTING 4 INCHES.  STATION IS STAMPED 24A006 1968.
 BJ4987'
 BJ4987'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 30 AND
 BJ4987'STATE HIGHWAY 74, FOLLOW STATE HIGHWAY 30 NORTH FOR 3.92 MILES TO
 BJ4987'THE STATION SET TO THE EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4069 ***********************************************************************
 BJ4069  DESIGNATION -  25 87
 BJ4069  PID         -  BJ4069
 BJ4069  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4069  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4069
 BJ4069                         *CURRENT SURVEY CONTROL
 BJ4069  ___________________________________________________________________
 BJ4069* NAD 83(1986)-  30 29 28.     (N)    091 04 15.     (W)     SCALED    
 BJ4069* NAVD 88     -        15.846  (meters)      51.99   (feet)  ADJUSTED  
 BJ4069  ___________________________________________________________________
 BJ4069  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4069  DYNAMIC HT  -          15.825 (meters)      51.92  (feet)  COMP
 BJ4069  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ4069
 BJ4069  VERT ORDER  -  SECOND    CLASS II
 BJ4069
 BJ4069.The horizontal coordinates were scaled from a topographic map and have
 BJ4069.an estimated accuracy of +/- 6 seconds.
 BJ4069
 BJ4069.The orthometric height was determined by differential leveling
 BJ4069.and adjusted by the National Geodetic Survey in February 1994..
 BJ4069
 BJ4069.The geoid height was determined by GEOID03.
 BJ4069
 BJ4069.The dynamic height is computed by dividing the NAVD 88
 BJ4069.geopotential number by the normal gravity value computed on the
 BJ4069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4069.degrees latitude (g = 980.6199 gals.).
 BJ4069
 BJ4069.The modeled gravity was interpolated from observed gravity values.
 BJ4069
 BJ4069;                    North         East    Units  Estimated Accuracy
 BJ4069;SPC LA S     -   220,740.    1,025,200.      MT  (+/- 180 meters Scaled)
 BJ4069
 BJ4069                          SUPERSEDED SURVEY CONTROL
 BJ4069
 BJ4069.No superseded survey control is available for this station.
 BJ4069
 BJ4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP851747(NAD 83)
 BJ4069_MARKER: DB = BENCH MARK DISK
 BJ4069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4069_SP_SET: CONCRETE POST
 BJ4069_STAMPING: 25-87 1987
 BJ4069_MARK LOGO: LA-033
 BJ4069_PROJECTION: FLUSH
 BJ4069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4069+STABILITY: SURFACE MOTION
 BJ4069
 BJ4069  HISTORY     - Date     Condition        Report By
 BJ4069  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4069
 BJ4069                          STATION DESCRIPTION
 BJ4069
 BJ4069'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4069'5 KM (3.1 MI) NE FROM NORTHEAST BATON ROUGE.
 BJ4069'ABOUT 5 KM (3.1 MI) NORTHEAST ALONG GREENWELL SPRINGS ROAD (STATE
 BJ4069'HIGHWAY 37) FROM THE INTERSECTION OF GREENWELL SPRINGS ROAD AND
 BJ4069'AIRLINE HIGHWAY (U.S. HIGHWAY 61) TO RIDGEMONT DRIVE AND THE MARK ON
 BJ4069'THE RIGHT, 11.6 METERS (38 FT) SOUTHEAST OF THE CENTER LINE OF
 BJ4069'GREENWELL SPRINGS ROAD, 11.3 METERS (37 FT) SOUTHWEST OF THE CENTER
 BJ4069'LINE OF RIDGEMONT DRIVE, 5.8 METERS (19 FT) NORTHWEST OF A POWER POLE
 BJ4069'AND 2 METERS (6.5 FT) WEST OF A POWER POLE WITH TRANSFORMER ATTACHED
 BJ4069'NEAR TOP OF THE POLE.
 BJ4069'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BJ4069'THE MARK IS 0.30 M ABOVE GREENWELL SPRINGS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0092 ***********************************************************************
 BJ0092  DESIGNATION -  25 BOLT
 BJ0092  PID         -  BJ0092
 BJ0092  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0092  USGS QUAD   -  WALLS (1994)
 BJ0092
 BJ0092                         *CURRENT SURVEY CONTROL
 BJ0092  ___________________________________________________________________
 BJ0092* NAD 83(1986)-  30 33 52.     (N)    091 17 08.     (W)     SCALED    
 BJ0092* NAVD 88     -         8.598  (meters)      28.21   (feet)  ADJUSTED  
 BJ0092  ___________________________________________________________________
 BJ0092  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0092  DYNAMIC HT  -           8.587 (meters)      28.17  (feet)  COMP
 BJ0092  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BJ0092
 BJ0092  VERT ORDER  -  FIRST     CLASS I
 BJ0092
 BJ0092.The horizontal coordinates were scaled from a topographic map and have
 BJ0092.an estimated accuracy of +/- 6 seconds.
 BJ0092
 BJ0092.The orthometric height was determined by differential leveling
 BJ0092.and adjusted by the National Geodetic Survey in February 1994..
 BJ0092
 BJ0092.The geoid height was determined by GEOID03.
 BJ0092
 BJ0092.The dynamic height is computed by dividing the NAVD 88
 BJ0092.geopotential number by the normal gravity value computed on the
 BJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0092.degrees latitude (g = 980.6199 gals.).
 BJ0092
 BJ0092.The modeled gravity was interpolated from observed gravity values.
 BJ0092
 BJ0092;                    North         East    Units  Estimated Accuracy
 BJ0092;SPC LA S     -   228,840.    1,004,580.      MT  (+/- 180 meters Scaled)
 BJ0092
 BJ0092                          SUPERSEDED SURVEY CONTROL
 BJ0092
 BJ0092  NAVD 88 (06/15/91)    8.625  (m)           28.30   (f) UNKNOWN     1 1
 BJ0092  NGVD 29 (??/??/??)    8.584  (m)           28.16   (f) ADJUSTED    1 1
 BJ0092
 BJ0092.Superseded values are not recommended for survey control.
 BJ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0092.See file dsdata.txt to determine how the superseded data were derived.
 BJ0092
 BJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP644825(NAD 83)
 BJ0092_MARKER: B = BOLT
 BJ0092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0092_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0092_STAMPING: PBM 25 1929
 BJ0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0092
 BJ0092  HISTORY     - Date     Condition        Report By
 BJ0092  HISTORY     - 1929     MONUMENTED       DOD
 BJ0092  HISTORY     - 1964     GOOD             CGS
 BJ0092  HISTORY     - 1976     GOOD             NGS
 BJ0092
 BJ0092                          STATION DESCRIPTION
 BJ0092
 BJ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0092'1.85 MI N FROM DEVALL.
 BJ0092'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0092'ELEMENTARY SCHOOL AT DEVALL, THENCE 0.15 MILE NORTH ALONG A GRAVELED
 BJ0092'ROAD WHICH CROSSES OVER A DIRT LEVEE, THENCE 0.1 MILE NORTHWEST ALONG
 BJ0092'A DIM TRAIL ROAD, 95 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 BJ0092'ROAD, 279 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 93 FEET
 BJ0092'WEST OF THE WEST END OF A CONCRETE VAT, 36 FEET SOUTHWEST OF A 38-INCH
 BJ0092'PECAN TREE BEARING A TRIANGULAR BLAZE, 16 FEET WEST OF A 24-INCH PECAN
 BJ0092'TREE BEARING A TRIANGULAR BLAZE, 11.3 FEET SOUTH OF A 14-INCH OAK TREE
 BJ0092'BEARING A WITNESS SHIELD, A COPPER BOLT SET IN CONCRETE ABOUT 2 1/2
 BJ0092'FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0092'5-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 18 INCHES.
 BJ0092
 BJ0092                          STATION RECOVERY (1976)
 BJ0092
 BJ0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0092'1.6 MILES NORTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0092'ELEMENTARY SCHOOL AT DEVALL, THENCE 0.15 MILE NORTH ALONG A
 BJ0092'GRAVELED ROAD WHICH CROSSES WEST LEVEE OF MISS. RIVER, THENCE
 BJ0092'0.1 MILE WEST ACROSS COUNTRY, 279 FT WEST OF THE CENTER LINE
 BJ0092'OF THE GRAVELED ROAD, 93 FT WEST OF THE WEST END OF A LONG NARROW
 BJ0092'CONCRETE VAT, 36 FT SOUTHWEST OF A 38 INCH PECAN TREE WITH BLAZE,
 BJ0092'16 FT WEST OF 24-INCH PECAN WITH BLAZE, 11.3 FT SOUTH OF A 14-INCH
 BJ0092'OAK, A COPPER BOLT SET IN CONCRETE 2.5 INCHES BELOW GROUND LEVEL
 BJ0092'ENCASED IN A 5-INCH PIPE WITH CAP PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1843 ***********************************************************************
 BJ1843  DESIGNATION -  25 CAP
 BJ1843  PID         -  BJ1843
 BJ1843  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1843  USGS QUAD   -  WALLS (1994)
 BJ1843
 BJ1843                         *CURRENT SURVEY CONTROL
 BJ1843  ___________________________________________________________________
 BJ1843* NAD 83(1986)-  30 33 52.     (N)    091 17 07.     (W)     SCALED    
 BJ1843* NAVD 88     -         9.83   (+/-2cm)      32.3    (feet)  VERTCON   
 BJ1843  ___________________________________________________________________
 BJ1843  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ1843
 BJ1843  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1843
 BJ1843.The horizontal coordinates were scaled from a topographic map and have
 BJ1843.an estimated accuracy of +/- 6 seconds.
 BJ1843
 BJ1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1843.The vertical order pertains to the NGVD 29 superseded value.
 BJ1843
 BJ1843.The geoid height was determined by GEOID03.
 BJ1843
 BJ1843;                    North         East    Units  Estimated Accuracy
 BJ1843;SPC LA S     -   228,840.    1,004,610.      MT  (+/- 180 meters Scaled)
 BJ1843
 BJ1843                          SUPERSEDED SURVEY CONTROL
 BJ1843
 BJ1843  NGVD 29 (??/??/??)    9.815  (m)           32.20   (f) ADJUSTED    1 2
 BJ1843
 BJ1843.Superseded values are not recommended for survey control.
 BJ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1843.See file dsdata.txt to determine how the superseded data were derived.
 BJ1843
 BJ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP644825(NAD 83)
 BJ1843_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1843_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1843_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1843_STAMPING: PBM 25 1929
 BJ1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1843
 BJ1843  HISTORY     - Date     Condition        Report By
 BJ1843  HISTORY     - 1929     MONUMENTED       DOD
 BJ1843  HISTORY     - 1964     GOOD             CGS
 BJ1843
 BJ1843                          STATION DESCRIPTION
 BJ1843
 BJ1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1843'1.85 MI N FROM DEVALL.
 BJ1843'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ1843'ELEMENTARY SCHOOL AT DEVALL, THENCE 0.15 MILE NORTH ALONG A GRAVELED
 BJ1843'ROAD WHICH CROSSES OVER A DIRT LEVEE, THENCE 0.1 MILE NORTHWEST ALONG
 BJ1843'A DIM TRAIL ROAD, 95 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 BJ1843'ROAD, 279 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 93 FEET
 BJ1843'WEST OF THE WEST END OF A CONCRETE VAT, 36 FEET SOUTHWEST OF A 38-INCH
 BJ1843'PECAN TREE BEARING A TRIANGULAR BLAZE, 16 FEET WEST OF A 24-INCH PECAN
 BJ1843'TREE BEARING A TRIANGULAR BLAZE, 11.3 FEET SOUTH OF A 14-INCH OAK TREE
 BJ1843'BEARING A WITNESS SHIELD, A 5-INCH IRON PIPE BEARING A CAP WHICH
 BJ1843'PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1559 ***********************************************************************
 CP1559  DESIGNATION -  25 DIETZE BOLT
 CP1559  PID         -  CP1559
 CP1559  STATE/COUNTY-  LA/TENSAS
 CP1559  USGS QUAD   -  NEWELLTON (1994)
 CP1559
 CP1559                         *CURRENT SURVEY CONTROL
 CP1559  ___________________________________________________________________
 CP1559* NAD 83(1986)-  32 06 05.     (N)    091 10 12.     (W)     SCALED    
 CP1559* NAVD 88     -        22.92   (+/-2cm)      75.2    (feet)  VERTCON   
 CP1559  ___________________________________________________________________
 CP1559  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1559
 CP1559  VERT ORDER  -  ? (See Below)
 CP1559
 CP1559.The horizontal coordinates were scaled from a topographic map and have
 CP1559.an estimated accuracy of +/- 6 seconds.
 CP1559
 CP1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1559.The vertical order pertains to the NGVD 29 superseded value.
 CP1559
 CP1559.The geoid height was determined by GEOID03.
 CP1559
 CP1559;                    North         East    Units  Estimated Accuracy
 CP1559;SPC LA N     -   178,330.    1,125,520.      MT  (+/- 180 meters Scaled)
 CP1559
 CP1559                          SUPERSEDED SURVEY CONTROL
 CP1559
 CP1559  NGVD 29 (??/??/92)   22.946  (m)           75.28   (f) ADJ UNCH    ?  
 CP1559
 CP1559.Superseded values are not recommended for survey control.
 CP1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1559.See file dsdata.txt to determine how the superseded data were derived.
 CP1559
 CP1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR726531(NAD 83)
 CP1559_MARKER: B = BOLT
 CP1559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1559_SP_SET: CONCRETE BLOCK
 CP1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1559
 CP1559  HISTORY     - Date     Condition        Report By
 CP1559  HISTORY     - UNK      MONUMENTED       DOD
 CP1559  HISTORY     - 1934     GOOD             DOD
 CP1559
 CP1559                          STATION DESCRIPTION
 CP1559
 CP1559'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1559'3.25 MI NE FROM NEWELLTON.
 CP1559'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1559'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 CP1559'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA. ON ELKRIDGE PLANTATION, IN
 CP1559'OPEN FIELD ABOUT 300 METERS LANDSIDE OF LEVEE AT A POINT 390 METERS
 CP1559'DOWNSTREAM FROM THE JUNCTION OF THE OLD AND NEW LEVEES. APPROXIMATELY
 CP1559'OPPOSITE AND OLD DRAGLINE BUCKET LYING ON THE SIDE OF THE LEVEE.
 CP1559'BUCKET HAS A PAINTED ARROW ON IT POINTING IN THE GENERAL DIRECTION OF
 CP1559'THE P.B.M. 1 METER NORTHWEST OF A FENCE RUNNING SOUTHWEST. 78 METERS
 CP1559'LANDWARD FROM FENCE CORNER. 120 METERS UPSTREAM FROM A ROAD RUNNING
 CP1559'THROUGH SCATTERED COTTONWOOD TREES. 172 METERS NORTHWEST OF A CANAL.
 CP1559'TOP OF CAP IS 16 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1558 ***********************************************************************
 CP1558  DESIGNATION -  25 DIETZE CAP
 CP1558  PID         -  CP1558
 CP1558  STATE/COUNTY-  LA/TENSAS
 CP1558  USGS QUAD   -  NEWELLTON (1994)
 CP1558
 CP1558                         *CURRENT SURVEY CONTROL
 CP1558  ___________________________________________________________________
 CP1558* NAD 83(1986)-  32 06 05.     (N)    091 10 12.     (W)     SCALED    
 CP1558* NAVD 88     -        24.18   (+/-2cm)      79.3    (feet)  VERTCON   
 CP1558  ___________________________________________________________________
 CP1558  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1558
 CP1558  VERT ORDER  -  ? (See Below)
 CP1558
 CP1558.The horizontal coordinates were scaled from a topographic map and have
 CP1558.an estimated accuracy of +/- 6 seconds.
 CP1558
 CP1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1558.The vertical order pertains to the NGVD 29 superseded value.
 CP1558
 CP1558.The geoid height was determined by GEOID03.
 CP1558
 CP1558;                    North         East    Units  Estimated Accuracy
 CP1558;SPC LA N     -   178,330.    1,125,520.      MT  (+/- 180 meters Scaled)
 CP1558
 CP1558                          SUPERSEDED SURVEY CONTROL
 CP1558
 CP1558  NGVD 29 (??/??/92)   24.201  (m)           79.40   (f) ADJ UNCH    ?  
 CP1558
 CP1558.Superseded values are not recommended for survey control.
 CP1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1558.See file dsdata.txt to determine how the superseded data were derived.
 CP1558
 CP1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR726531(NAD 83)
 CP1558_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1558
 CP1558  HISTORY     - Date     Condition        Report By
 CP1558  HISTORY     - UNK      MONUMENTED       DOD
 CP1558  HISTORY     - 1934     GOOD             DOD
 CP1558
 CP1558                          STATION DESCRIPTION
 CP1558
 CP1558'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1558'3.25 MI NE FROM NEWELLTON.
 CP1558'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1558'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 CP1558'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA. ON ELKRIDGE PLANTATION, IN
 CP1558'OPEN FIELD ABOUT 300 METERS LANDSIDE OF LEVEE AT A POINT 390 METERS
 CP1558'DOWNSTREAM FROM THE JUNCTION OF THE OLD AND NEW LEVEES. APPROXIMATELY
 CP1558'OPPOSITE AN OLD DRAGLINE BUCKET LYING ON THE SIDE OF THE LEVEE. BUCKET
 CP1558'HAS A PAINTED ARROW ON IT POINTING IN THE GENERAL DIRECTION OF THE
 CP1558'P.B.M. 1 METER NORTHWEST OF A FENCE RUNNING SOUTHWEST. 78 METERS
 CP1558'LANDWARD FROM FENCE CORNER. 120 METERS UPSTREAM FROM A ROAD RUNNING
 CP1558'THROUGH SCATTERED COTTONWOOD TREES. 172 METERS NORTHWEST OF A CANAL.
 CP1558'TOP OF CAP IS 16 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0272 ***********************************************************************
 BJ0272  DESIGNATION -  25 EABPL
 BJ0272  PID         -  BJ0272
 BJ0272  STATE/COUNTY-  LA/IBERVILLE
 BJ0272  USGS QUAD   -  MARINGOUIN (1992)
 BJ0272
 BJ0272                         *CURRENT SURVEY CONTROL
 BJ0272  ___________________________________________________________________
 BJ0272* NAD 83(1986)-  30 28 59.     (N)    091 33 07.     (W)     SCALED    
 BJ0272* NAVD 88     -         5.410  (meters)      17.75   (feet)  ADJUSTED  
 BJ0272  ___________________________________________________________________
 BJ0272  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0272  DYNAMIC HT  -           5.403 (meters)      17.73  (feet)  COMP
 BJ0272  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BJ0272
 BJ0272  VERT ORDER  -  FIRST     CLASS I
 BJ0272
 BJ0272.The horizontal coordinates were scaled from a topographic map and have
 BJ0272.an estimated accuracy of +/- 6 seconds.
 BJ0272
 BJ0272.The orthometric height was determined by differential leveling
 BJ0272.and adjusted by the National Geodetic Survey in February 1994..
 BJ0272
 BJ0272.The geoid height was determined by GEOID03.
 BJ0272
 BJ0272.The dynamic height is computed by dividing the NAVD 88
 BJ0272.geopotential number by the normal gravity value computed on the
 BJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0272.degrees latitude (g = 980.6199 gals.).
 BJ0272
 BJ0272.The modeled gravity was interpolated from observed gravity values.
 BJ0272
 BJ0272;                    North         East    Units  Estimated Accuracy
 BJ0272;SPC LA S     -   219,830.      979,010.      MT  (+/- 180 meters Scaled)
 BJ0272
 BJ0272                          SUPERSEDED SURVEY CONTROL
 BJ0272
 BJ0272  NGVD 29 (??/??/??)    5.427  (m)           17.81   (f) ADJUSTED    1 1
 BJ0272
 BJ0272.Superseded values are not recommended for survey control.
 BJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0272.See file dsdata.txt to determine how the superseded data were derived.
 BJ0272
 BJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP389732(NAD 83)
 BJ0272_MARKER: DD = SURVEY DISK
 BJ0272_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0272_SP_SET: 92 FT IRON PIPE
 BJ0272_STAMPING: PBM 25 EABPL 1976 USE
 BJ0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0272
 BJ0272  HISTORY     - Date     Condition        Report By
 BJ0272  HISTORY     - 1976     MONUMENTED       USE
 BJ0272  HISTORY     - 1976     GOOD             NGS
 BJ0272  HISTORY     - 20060419 MARK NOT FOUND   NGS
 BJ0272
 BJ0272                          STATION DESCRIPTION
 BJ0272
 BJ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0272'2.5 MI WEST FROM MARINGOUIN.
 BJ0272'2.0 MILES SOUTHWEST ALONG BELMONT LANE FROM THE JUNCTION OF STATE
 BJ0272'HIGHWAY 77, THENCE 0.5 MILE SOUTH ALONG A LEVEE ROAD, 0.2 MILE
 BJ0272'SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, 137 FT
 BJ0272'NORTHEAST OF THE CENTER LINE OF THE ROAD, A 1-INCH IRON PIPE WITH A
 BJ0272'DISK DRIVEN TO A DEPTH OF 92 FT ENCASED IN A 2-INCH IRON PIPE BORED
 BJ0272'TO A DEPTH OF 74 FT WITH A 3-INCH SCREW CAP FOR ACCESS. THE SCREW
 BJ0272'CAP PROJECTS 21 INCHES ABOVE THE GROUND.
 BJ0272
 BJ0272                          STATION RECOVERY (2006)
 BJ0272
 BJ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ0272'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8377 ***********************************************************************
 AF8377  DESIGNATION -  25 V 1
 AF8377  PID         -  AF8377
 AF8377  STATE/COUNTY-  LA/JACKSON
 AF8377  USGS QUAD   -  JONESBORO SOUTH (1985)
 AF8377
 AF8377                         *CURRENT SURVEY CONTROL
 AF8377  ___________________________________________________________________
 AF8377* NAD 83(1986)-  32 09 53.     (N)    092 42 17.     (W)     SCALED    
 AF8377* NAVD 88     -        57.67   (+/-2cm)     189.2    (feet)  VERTCON   
 AF8377  ___________________________________________________________________
 AF8377  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AF8377
 AF8377  VERT ORDER  -  SECOND    CLASS I (See Below)
 AF8377
 AF8377.The horizontal coordinates were scaled from a topographic map and have
 AF8377.an estimated accuracy of +/- 6 seconds.
 AF8377
 AF8377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8377.The vertical order pertains to the NGVD 29 superseded value.
 AF8377
 AF8377.The geoid height was determined by GEOID03.
 AF8377
 AF8377;                    North         East    Units  Estimated Accuracy
 AF8377;SPC LA N     -   184,600.      980,690.      MT  (+/- 180 meters Scaled)
 AF8377
 AF8377                          SUPERSEDED SURVEY CONTROL
 AF8377
 AF8377  NGVD 29 (12/01/98)   57.716  (m)          189.36   (f) ADJUSTED    2 1
 AF8377
 AF8377.Superseded values are not recommended for survey control.
 AF8377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8377.See file dsdata.txt to determine how the superseded data were derived.
 AF8377
 AF8377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR278587(NAD 83)
 AF8377_MARKER: DD = SURVEY DISK
 AF8377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8377_SP_SET: CULVERT HEADWALL
 AF8377_STAMPING: 25V1 1992
 AF8377_MARK LOGO: LADH  
 AF8377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8377+STABILITY: SURFACE MOTION
 AF8377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8377+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8377
 AF8377  HISTORY     - Date     Condition        Report By
 AF8377  HISTORY     - 1992     MONUMENTED       LADTD
 AF8377
 AF8377                          STATION DESCRIPTION
 AF8377
 AF8377'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8377'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH OF JONESBORO AND
 AF8377'18.5 MI (29.8 KM) NORTH OF WINNFIELD.  OWNERSHIP--LOUISIANA DEPARTMENT
 AF8377'OF TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION FROM THE
 AF8377'JACKSON PARISH COURT HOUSE IN JONESBORO, GO SOUTH FOR 5.4 MI (8.7 KM)
 AF8377'TO THE STATION ON THE RIGHT, SET IN THE SOUTHWEST CORNER OF A
 AF8377'SIX-CHANNEL BOX CULVERT.  THE STATION IS 56.5 FT (17.2 M) NORTH FROM A
 AF8377'POWER POLE, 24.5 FT (7.5 M) WEST-SOUTHWEST FROM THE CENTER OF THE
 AF8377'HIGHWAY, 1.0 FT (0.3 M) NORTH-NORTHWEST FROM A METAL WITNESS POST WITH
 AF8377'SIGN ATTACHED SET AT THE SOUTHWEST END OF THE HEADWALL, FLUSH WITH THE
 AF8377'HEADWALL AND ABOUT 1.0 BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8376 ***********************************************************************
 AF8376  DESIGNATION -  25 V 2
 AF8376  PID         -  AF8376
 AF8376  STATE/COUNTY-  LA/JACKSON
 AF8376  USGS QUAD   -  JONESBORO SOUTH (1985)
 AF8376
 AF8376                         *CURRENT SURVEY CONTROL
 AF8376  ___________________________________________________________________
 AF8376* NAD 83(1986)-  32 12 20.     (N)    092 42 31.     (W)     SCALED    
 AF8376* NAVD 88     -        69.26   (+/-2cm)     227.2    (feet)  VERTCON   
 AF8376  ___________________________________________________________________
 AF8376  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AF8376
 AF8376  VERT ORDER  -  SECOND    CLASS I (See Below)
 AF8376
 AF8376.The horizontal coordinates were scaled from a topographic map and have
 AF8376.an estimated accuracy of +/- 6 seconds.
 AF8376
 AF8376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8376.The vertical order pertains to the NGVD 29 superseded value.
 AF8376
 AF8376.The geoid height was determined by GEOID03.
 AF8376
 AF8376;                    North         East    Units  Estimated Accuracy
 AF8376;SPC LA N     -   189,120.      980,330.      MT  (+/- 180 meters Scaled)
 AF8376
 AF8376                          SUPERSEDED SURVEY CONTROL
 AF8376
 AF8376  NGVD 29 (12/01/98)   69.306  (m)          227.38   (f) ADJUSTED    2 1
 AF8376
 AF8376.Superseded values are not recommended for survey control.
 AF8376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8376.See file dsdata.txt to determine how the superseded data were derived.
 AF8376
 AF8376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR274632(NAD 83)
 AF8376_MARKER: DD = SURVEY DISK
 AF8376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8376_SP_SET: CULVERT HEADWALL
 AF8376_STAMPING: 25V2 1992
 AF8376_MARK LOGO: LADH  
 AF8376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8376+STABILITY: SURFACE MOTION
 AF8376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8376+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8376
 AF8376  HISTORY     - Date     Condition        Report By
 AF8376  HISTORY     - 1992     MONUMENTED       LADTD
 AF8376
 AF8376                          STATION DESCRIPTION
 AF8376
 AF8376'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8376'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF JONESBORO AND
 AF8376'21.0 MI (33.8 KM) NORTH OF WINNFIELD.  OWNERSHIP--LOUISIANA DEPARTMENT
 AF8376'OF TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION FRON THE
 AF8376'JACKSON PARISH COURT HOUSE IN JONESBORO, GO SOUTH FOR 2.6 MI (4.2 KM)
 AF8376'ON U S HIGHWAY 167 TO THE STATION ON THE RIGHT SET IN THE CENTER OF A
 AF8376'4-CHANNEL BOX CULVERT.  THE STATION IS 27.5 FT (8.4 M) SOUTH-SOUTHEAST
 AF8376'FROM THE NORTH END OF THE HEADWALL, 25.5 FT (7.8 M) NORTH-NORTHWEST
 AF8376'FROM THE SOUTH END OF THE HEADWALL, 24.5 FT (7.5 M) WEST-SOUTHWEST
 AF8376'FROM THE CENTER OF THE HIGHWAY, FLUSH WITH THE HEADWALL AND ABOUT 2.0
 AF8376'FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8375 ***********************************************************************
 AF8375  DESIGNATION -  25 V 3
 AF8375  PID         -  AF8375
 AF8375  STATE/COUNTY-  LA/JACKSON
 AF8375  USGS QUAD   -  JONESBORO SOUTH (1985)
 AF8375
 AF8375                         *CURRENT SURVEY CONTROL
 AF8375  ___________________________________________________________________
 AF8375* NAD 83(1986)-  32 12 57.     (N)    092 43 22.     (W)     SCALED    
 AF8375* NAVD 88     -        74.18   (+/-2cm)     243.4    (feet)  VERTCON   
 AF8375  ___________________________________________________________________
 AF8375  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AF8375
 AF8375  VERT ORDER  -  SECOND    CLASS I (See Below)
 AF8375
 AF8375.The horizontal coordinates were scaled from a topographic map and have
 AF8375.an estimated accuracy of +/- 6 seconds.
 AF8375
 AF8375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8375.The vertical order pertains to the NGVD 29 superseded value.
 AF8375
 AF8375.The geoid height was determined by GEOID03.
 AF8375
 AF8375;                    North         East    Units  Estimated Accuracy
 AF8375;SPC LA N     -   190,270.      979,000.      MT  (+/- 180 meters Scaled)
 AF8375
 AF8375                          SUPERSEDED SURVEY CONTROL
 AF8375
 AF8375  NGVD 29 (12/01/98)   74.231  (m)          243.54   (f) ADJUSTED    2 1
 AF8375
 AF8375.Superseded values are not recommended for survey control.
 AF8375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8375.See file dsdata.txt to determine how the superseded data were derived.
 AF8375
 AF8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR261643(NAD 83)
 AF8375_MARKER: DD = SURVEY DISK
 AF8375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8375_STAMPING: 25V3 1992
 AF8375_MARK LOGO: LADH  
 AF8375_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8375+STABILITY: SURFACE MOTION
 AF8375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8375+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8375
 AF8375  HISTORY     - Date     Condition        Report By
 AF8375  HISTORY     - 1992     MONUMENTED       LADTD
 AF8375
 AF8375                          STATION DESCRIPTION
 AF8375
 AF8375'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8375'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF JONESBORO AND
 AF8375'22.0 MI (35.4 KM) NORTH OF WINNFIELD.  OWNERSHIP--JACKSON PARISH.  TO
 AF8375'REACH THE STATION FROM THE JACKSON PARISH COURT HOUSE IN JONESBORO, GO
 AF8375'SOUTH FOR 1.9 MI (3.1 KM) ON U S HIGHWAY 167 TO THE JUNCTION WITH
 AF8375'INDUSTRIAL DRIVE, TURN RIGHT AND GO WEST FOR 0.8 MI (1.3 KM) ON
 AF8375'INDUSTRIAL DRIVE TO THE JUNCTION WITH PARISH ROAD NUMBER 601 AND THE
 AF8375'STATION ON THE RIGHT SET NEAR THE SOUTHWEST CORNER OF A CHAIN LINK
 AF8375'FENCE AROUND A POWER LINE SUB-STATION.  THE STATION IS 58.5 FT (17.8
 AF8375'M) EAST FROM THE CENTER OF THE PARISH ROAD, 32.0 FT (9.8 M) NORTH FROM
 AF8375'THE CENTER OF INDUSTRIAL DRIVE, 6.5 FT (2.0 M) NORTHWEST FROM THE
 AF8375'SOUTHWEST CORNER OF THE FENCE, 2.5 FT (0.8 M) WEST FROM A METAL
 AF8375'WITNESS POST WITH SIGN ATTACHED SET NEXT TO THE CHAIN LINK FENCE,
 AF8375'FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1105 ***********************************************************************
 CP1105  DESIGNATION -  250 A BOLT
 CP1105  PID         -  CP1105
 CP1105  STATE/COUNTY-  LA/EAST CARROLL
 CP1105  USGS QUAD   -  MILLIKIN (1994)
 CP1105
 CP1105                         *CURRENT SURVEY CONTROL
 CP1105  ___________________________________________________________________
 CP1105* NAD 83(1986)-  32 56 34.     (N)    091 12 38.     (W)     SCALED    
 CP1105* NAVD 88     -        32.37   (+/-2cm)     106.2    (feet)  VERTCON   
 CP1105  ___________________________________________________________________
 CP1105  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1105
 CP1105  VERT ORDER  -  ? (See Below)
 CP1105
 CP1105.The horizontal coordinates were scaled from a topographic map and have
 CP1105.an estimated accuracy of +/- 6 seconds.
 CP1105
 CP1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1105.The vertical order pertains to the NGVD 29 superseded value.
 CP1105
 CP1105.The geoid height was determined by GEOID03.
 CP1105
 CP1105;                    North         East    Units  Estimated Accuracy
 CP1105;SPC LA N     -   271,580.    1,120,590.      MT  (+/- 180 meters Scaled)
 CP1105
 CP1105                          SUPERSEDED SURVEY CONTROL
 CP1105
 CP1105  NGVD 29 (??/??/92)   32.442  (m)          106.44   (f) ADJ UNCH    ?  
 CP1105
 CP1105.Superseded values are not recommended for survey control.
 CP1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1105.See file dsdata.txt to determine how the superseded data were derived.
 CP1105
 CP1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672463(NAD 83)
 CP1105_MARKER: B = BOLT
 CP1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1105_SP_SET: STONE
 CP1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1105+STABILITY: SURFACE MOTION
 CP1105
 CP1105  HISTORY     - Date     Condition        Report By
 CP1105  HISTORY     - UNK      MONUMENTED       DOD
 CP1105  HISTORY     - 1934     GOOD             DOD
 CP1105
 CP1105                          STATION DESCRIPTION
 CP1105
 CP1105'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1105'1.5 MI S FROM MILLIKIN.
 CP1105'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1105'OF THE MISS. RIVER, EAST CARROLL PARISH LA., 1 1/2 MILES SOUTH OF
 CP1105'MILLIKIN, LA., 2 FT. WEST OF FENCE, ABOUT 270 FT. SOUTH OF GIN, ABOUT
 CP1105'160 FT. SOUTH OF LANE, ABOUT 110 FT. SOUTHWEST OF BARN, 705 FEET WEST
 CP1105'OF LEVEE AT L.S. 250, ABOUT 300 FT. NORTHWEST OF PLANTATION HOME OF
 CP1105'W.D. BROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1104 ***********************************************************************
 CP1104  DESIGNATION -  250 A CAP
 CP1104  PID         -  CP1104
 CP1104  STATE/COUNTY-  LA/EAST CARROLL
 CP1104  USGS QUAD   -  MILLIKIN (1994)
 CP1104
 CP1104                         *CURRENT SURVEY CONTROL
 CP1104  ___________________________________________________________________
 CP1104* NAD 83(1986)-  32 56 34.     (N)    091 12 38.     (W)     SCALED    
 CP1104* NAVD 88     -        33.58   (+/-2cm)     110.2    (feet)  VERTCON   
 CP1104  ___________________________________________________________________
 CP1104  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1104
 CP1104  VERT ORDER  -  ? (See Below)
 CP1104
 CP1104.The horizontal coordinates were scaled from a topographic map and have
 CP1104.an estimated accuracy of +/- 6 seconds.
 CP1104
 CP1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1104.The vertical order pertains to the NGVD 29 superseded value.
 CP1104
 CP1104.The geoid height was determined by GEOID03.
 CP1104
 CP1104;                    North         East    Units  Estimated Accuracy
 CP1104;SPC LA N     -   271,580.    1,120,590.      MT  (+/- 180 meters Scaled)
 CP1104
 CP1104                          SUPERSEDED SURVEY CONTROL
 CP1104
 CP1104  NGVD 29 (??/??/92)   33.649  (m)          110.40   (f) ADJ UNCH    ?  
 CP1104
 CP1104.Superseded values are not recommended for survey control.
 CP1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1104.See file dsdata.txt to determine how the superseded data were derived.
 CP1104
 CP1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672463(NAD 83)
 CP1104_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1104_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1104
 CP1104  HISTORY     - Date     Condition        Report By
 CP1104  HISTORY     - UNK      MONUMENTED       DOD
 CP1104  HISTORY     - 1934     GOOD             DOD
 CP1104
 CP1104                          STATION DESCRIPTION
 CP1104
 CP1104'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1104'1.5 MI S FROM MILLIKIN.
 CP1104'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1104'OF THE MISS. RIVER, EAST CARROLL PARISH LA., 1 1/2 MILES SOUTH OF
 CP1104'MILLIKIN, LA., 2 FT. WEST OF FENCE, ABOUT 270 FT. SOUTH OF GIN, ABOUT
 CP1104'160 FT. SOUTH OF LANE, ABOUT 110 FT. SOUTHWEST OF BARN, 705 FEET WEST
 CP1104'OF LEVEE AT L.S. 250, ABOUT 300 FT. NORTHWEST OF PLANTATION HOME OF
 CP1104'W.D. BROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1427 ***********************************************************************
 CP1427  DESIGNATION -  2500 A BOLT
 CP1427  PID         -  CP1427
 CP1427  STATE/COUNTY-  LA/MADISON
 CP1427  USGS QUAD   -  ASHLY (1972)
 CP1427
 CP1427                         *CURRENT SURVEY CONTROL
 CP1427  ___________________________________________________________________
 CP1427* NAD 83(1986)-  32 27 29.     (N)    091 06 38.     (W)     SCALED    
 CP1427* NAVD 88     -        25.15   (+/-2cm)      82.5    (feet)  VERTCON   
 CP1427  ___________________________________________________________________
 CP1427  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1427
 CP1427  VERT ORDER  -  ? (See Below)
 CP1427
 CP1427.The horizontal coordinates were scaled from a topographic map and have
 CP1427.an estimated accuracy of +/- 6 seconds.
 CP1427
 CP1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1427.The vertical order pertains to the NGVD 29 superseded value.
 CP1427
 CP1427.The geoid height was determined by GEOID03.
 CP1427
 CP1427;                    North         East    Units  Estimated Accuracy
 CP1427;SPC LA N     -   217,940.    1,130,630.      MT  (+/- 180 meters Scaled)
 CP1427
 CP1427                          SUPERSEDED SURVEY CONTROL
 CP1427
 CP1427  NGVD 29 (??/??/92)   25.166  (m)           82.57   (f) ADJ UNCH    ?  
 CP1427
 CP1427.Superseded values are not recommended for survey control.
 CP1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1427.See file dsdata.txt to determine how the superseded data were derived.
 CP1427
 CP1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR775927(NAD 83)
 CP1427_MARKER: B = BOLT
 CP1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1427_SP_SET: STONE
 CP1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1427+STABILITY: SURFACE MOTION
 CP1427
 CP1427  HISTORY     - Date     Condition        Report By
 CP1427  HISTORY     - UNK      MONUMENTED       DOD
 CP1427  HISTORY     - 1934     GOOD             DOD
 CP1427
 CP1427                          STATION DESCRIPTION
 CP1427
 CP1427'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1427'1.75 MI E FROM MANSFORD.
 CP1427'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1427'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1-3/4 MILES EAST OF
 CP1427'MANSFORD, LA.  762 FEET SOUTHWEST OF LEVEE STATION NO. 2500.  38 FEET
 CP1427'FROM FENCE CORNER.  2 FEET FROM FENCE.  30 FEET NORTH OF DIRT ROAD.
 CP1427'350 FEET EAST OF A SLOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1426 ***********************************************************************
 CP1426  DESIGNATION -  2500 A CAP
 CP1426  PID         -  CP1426
 CP1426  STATE/COUNTY-  LA/MADISON
 CP1426  USGS QUAD   -  ASHLY (1972)
 CP1426
 CP1426                         *CURRENT SURVEY CONTROL
 CP1426  ___________________________________________________________________
 CP1426* NAD 83(1986)-  32 27 29.     (N)    091 06 38.     (W)     SCALED    
 CP1426* NAVD 88     -        26.37   (+/-2cm)      86.5    (feet)  VERTCON   
 CP1426  ___________________________________________________________________
 CP1426  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1426
 CP1426  VERT ORDER  -  ? (See Below)
 CP1426
 CP1426.The horizontal coordinates were scaled from a topographic map and have
 CP1426.an estimated accuracy of +/- 6 seconds.
 CP1426
 CP1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1426.The vertical order pertains to the NGVD 29 superseded value.
 CP1426
 CP1426.The geoid height was determined by GEOID03.
 CP1426
 CP1426;                    North         East    Units  Estimated Accuracy
 CP1426;SPC LA N     -   217,940.    1,130,630.      MT  (+/- 180 meters Scaled)
 CP1426
 CP1426                          SUPERSEDED SURVEY CONTROL
 CP1426
 CP1426  NGVD 29 (??/??/92)   26.386  (m)           86.57   (f) ADJ UNCH    ?  
 CP1426
 CP1426.Superseded values are not recommended for survey control.
 CP1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1426.See file dsdata.txt to determine how the superseded data were derived.
 CP1426
 CP1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR775927(NAD 83)
 CP1426_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1426_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1426
 CP1426  HISTORY     - Date     Condition        Report By
 CP1426  HISTORY     - UNK      MONUMENTED       DOD
 CP1426  HISTORY     - 1934     GOOD             DOD
 CP1426
 CP1426                          STATION DESCRIPTION
 CP1426
 CP1426'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1426'1.75 MI E FROM MANSFORD.
 CP1426'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1426'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1-3/4 MILES EAST OF
 CP1426'MANSFORD, LA.  762 FEET SOUTHWEST OF LEVEE STATION NO. 2500.  38 FEET
 CP1426'FROM FENCE CORNER.  2 FEET FROM FENCE.  30 FEET NORTH OF DIRT ROAD.
 CP1426'350 FEET EAST OF A SLOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6348 ***********************************************************************
 AH6348  DESIGNATION -  2525 A
 AH6348  PID         -  AH6348
 AH6348  STATE/COUNTY-  LA/TERREBONNE
 AH6348  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6348
 AH6348                         *CURRENT SURVEY CONTROL
 AH6348  ___________________________________________________________________
 AH6348* NAD 83(1992)-  29 24 59.17820(N)    090 26 49.54148(W)     ADJUSTED  
 AH6348* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AH6348  **This station is located in a subsidence area (see below).
 AH6348  ___________________________________________________________________
 AH6348  X           -     -43,388.067 (meters)                     COMP
 AH6348  Y           -  -5,560,123.580 (meters)                     COMP
 AH6348  Z           -   3,114,178.047 (meters)                     COMP
 AH6348  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AH6348  ELLIP HEIGHT-         -24.25  (meters)          (02/21/02) GPS OBS
 AH6348  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH6348
 AH6348  HORZ ORDER  -  FIRST
 AH6348  ELLP ORDER  -  FIFTH     CLASS I
 AH6348
 AH6348.The horizontal coordinates were established by GPS observations
 AH6348.and adjusted by the National Geodetic Survey in December 1998..
 AH6348
 AH6348 ** The orthometric height has not been validated since last determined
 AH6348 ** by differential leveling and should not be used for control purposes.
 AH6348 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6348 ** area with valid NAVD 88 orthometric heights.
 AH6348 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6348 ** epoch indicated which incorporates improved geoid heights for the
 AH6348 ** Southern Louisiana Subsidence area.
 AH6348 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6348.The orthometric height was determined by GPS observations and a
 AH6348.high-resolution geoid model.
 AH6348
 AH6348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6348
 AH6348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6348
 AH6348.The ellipsoidal height was determined by GPS observations
 AH6348.and is referenced to NAD 83.
 AH6348
 AH6348.The geoid height was determined by GEOID03.
 AH6348
 AH6348;                    North         East     Units Scale Factor Converg.
 AH6348;SPC LA S     -   101,916.307 1,086,002.909   MT  0.99997740   +0 26 35.3
 AH6348;SPC LA S     -   334,370.42  3,562,994.54   sFT  0.99997740   +0 26 35.3
 AH6348;UTM  15      - 3,256,836.263   747,692.311   MT  1.00035709   +1 15 16.2
 AH6348
 AH6348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6348!SPC LA S     -   1.00000381  x   0.99997740  =   0.99998121
 AH6348!UTM  15      -   1.00000381  x   1.00035709  =   1.00036090
 AH6348
 AH6348                          SUPERSEDED SURVEY CONTROL
 AH6348
 AH6348  ELLIP H (12/17/98)  -24.24   (m)                       GP(       ) 4 2
 AH6348
 AH6348.Superseded values are not recommended for survey control.
 AH6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6348.See file dsdata.txt to determine how the superseded data were derived.
 AH6348
 AH6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4769256836(NAD 83)
 AH6348_MARKER: DD = SURVEY DISK
 AH6348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6348_STAMPING: 2525-A 1987
 AH6348_MARK LOGO: LA-109
 AH6348_PROJECTION: FLUSH
 AH6348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6348+STABILITY: SURFACE MOTION
 AH6348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6348+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 AH6348
 AH6348  HISTORY     - Date     Condition        Report By
 AH6348  HISTORY     - 1987     MONUMENTED       GSENG
 AH6348  HISTORY     - 20050105 GOOD             MPHI
 AH6348
 AH6348                          STATION DESCRIPTION
 AH6348
 AH6348'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1987
 AH6348'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6348'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6348'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6348'HWY 665 AND TRAVEL SOUTH FOR 9.93 MI (15.98 KM) AND THE STATION IS ON
 AH6348'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6348
 AH6348                          STATION RECOVERY (2005)
 AH6348
 AH6348'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 2005 (CSD)
 AH6348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2445 ***********************************************************************
 BJ2445  DESIGNATION -  2573
 BJ2445  PID         -  BJ2445
 BJ2445  STATE/COUNTY-  LA/ST LANDRY
 BJ2445  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2445
 BJ2445                         *CURRENT SURVEY CONTROL
 BJ2445  ___________________________________________________________________
 BJ2445* NAD 83(1986)-  30 30 05.     (N)    091 45 42.     (W)     SCALED    
 BJ2445* NAVD 88     -         8.79   (+/-2cm)      28.8    (feet)  VERTCON   
 BJ2445  ___________________________________________________________________
 BJ2445  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2445
 BJ2445  VERT ORDER  -  ? (See Below)
 BJ2445
 BJ2445.The horizontal coordinates were scaled from a topographic map and have
 BJ2445.an estimated accuracy of +/- 6 seconds.
 BJ2445
 BJ2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2445.The vertical order pertains to the NGVD 29 superseded value.
 BJ2445
 BJ2445.The geoid height was determined by GEOID03.
 BJ2445
 BJ2445;                    North         East    Units  Estimated Accuracy
 BJ2445;SPC LA S     -   221,920.      958,880.      MT  (+/- 180 meters Scaled)
 BJ2445
 BJ2445                          SUPERSEDED SURVEY CONTROL
 BJ2445
 BJ2445  NGVD 29 (??/??/??)    8.801  (m)           28.87   (f) ADJUSTED    ?  
 BJ2445
 BJ2445.Superseded values are not recommended for survey control.
 BJ2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2445.See file dsdata.txt to determine how the superseded data were derived.
 BJ2445
 BJ2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP188749(NAD 83)
 BJ2445_MARKER: S = SPIKE
 BJ2445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2445_SP_SET: TREE
 BJ2445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2445
 BJ2445  HISTORY     - Date     Condition        Report By
 BJ2445  HISTORY     - UNK      MONUMENTED       DOD
 BJ2445  HISTORY     - 1936     GOOD             DOD
 BJ2445
 BJ2445                          STATION DESCRIPTION
 BJ2445
 BJ2445'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2445'3 MI S FROM KROTZ SPRINGS.
 BJ2445'3 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2445'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, 1,509 FEET SOUTH OF
 BJ2445'LEVEE MILEPOST 51, ABOUT 800 FEET SOUTH OF BAYOU BIG GRAW, 129 FEET
 BJ2445'LANDSIDE OF LEVEE STATION 2572+60, ABOUT 140 FEET EAST OF A HOUSE ON
 BJ2445'THE PROPERTY OF T.J. LAWLER, 4 FEET WEST OF A ROAD BORROW PIT, AT A
 BJ2445'NORTH-AND-SOUTH FENCE LINE, IN THE DIAMOND BLAZE OF A 12-INCH
 BJ2445'COTTONWOOD TREE, AND ABOUT 3 FEET HIGHER THAN THE GROUND.  A TRACK
 BJ2445'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4077 ***********************************************************************
 BJ4077  DESIGNATION -  26 87
 BJ4077  PID         -  BJ4077
 BJ4077  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4077  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4077
 BJ4077                         *CURRENT SURVEY CONTROL
 BJ4077  ___________________________________________________________________
 BJ4077* NAD 83(1986)-  30 29 30.     (N)    091 05 19.     (W)     SCALED    
 BJ4077* NAVD 88     -        13.943  (meters)      45.74   (feet)  ADJUSTED  
 BJ4077  ___________________________________________________________________
 BJ4077  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4077  DYNAMIC HT  -          13.925 (meters)      45.69  (feet)  COMP
 BJ4077  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BJ4077
 BJ4077  VERT ORDER  -  SECOND    CLASS II
 BJ4077
 BJ4077.The horizontal coordinates were scaled from a topographic map and have
 BJ4077.an estimated accuracy of +/- 6 seconds.
 BJ4077
 BJ4077.The orthometric height was determined by differential leveling
 BJ4077.and adjusted by the National Geodetic Survey in February 1994..
 BJ4077
 BJ4077.The geoid height was determined by GEOID03.
 BJ4077
 BJ4077.The dynamic height is computed by dividing the NAVD 88
 BJ4077.geopotential number by the normal gravity value computed on the
 BJ4077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4077.degrees latitude (g = 980.6199 gals.).
 BJ4077
 BJ4077.The modeled gravity was interpolated from observed gravity values.
 BJ4077
 BJ4077;                    North         East    Units  Estimated Accuracy
 BJ4077;SPC LA S     -   220,790.    1,023,490.      MT  (+/- 180 meters Scaled)
 BJ4077
 BJ4077                          SUPERSEDED SURVEY CONTROL
 BJ4077
 BJ4077.No superseded survey control is available for this station.
 BJ4077
 BJ4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP834748(NAD 83)
 BJ4077_MARKER: DB = BENCH MARK DISK
 BJ4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4077_SP_SET: CONCRETE POST
 BJ4077_STAMPING: 26-87 1987
 BJ4077_MARK LOGO: LA-033
 BJ4077_PROJECTION: FLUSH
 BJ4077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4077+STABILITY: SURFACE MOTION
 BJ4077
 BJ4077  HISTORY     - Date     Condition        Report By
 BJ4077  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4077
 BJ4077                          STATION DESCRIPTION
 BJ4077
 BJ4077'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4077'IN BATON ROUGE.
 BJ4077'AT THE INTERSECTION OF JOOR ROAD AND RIDGEWOOD DRIVE IN THE NORTH-
 BJ4077'EAST PART OF BATON ROUGE, 28 METERS (92 FT) EAST OF THE CENTERLINE OF
 BJ4077'JOOR ROAD, 16.8 METERS (55 FT) EAST OF A FIRE HYDRANT AND 5.8 METERS
 BJ4077'(19 FT) SOUTH OF THE CENTERLINE OF RIDGEWOOD DRIVE.
 BJ4077'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4077'THE MARK IS ABOVE LEVEL WITH RIDGEWOOD DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1860 ***********************************************************************
 BJ1860  DESIGNATION -  26 BOLT
 BJ1860  PID         -  BJ1860
 BJ1860  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1860  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ1860
 BJ1860                         *CURRENT SURVEY CONTROL
 BJ1860  ___________________________________________________________________
 BJ1860* NAD 83(1986)-  30 30 50.     (N)    091 12 54.     (W)     SCALED    
 BJ1860* NAVD 88     -         8.04   (+/-2cm)      26.4    (feet)  VERTCON   
 BJ1860  ___________________________________________________________________
 BJ1860  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1860
 BJ1860  VERT ORDER  -  ? (See Below)
 BJ1860
 BJ1860.The horizontal coordinates were scaled from a topographic map and have
 BJ1860.an estimated accuracy of +/- 6 seconds.
 BJ1860
 BJ1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1860.The vertical order pertains to the NGVD 29 superseded value.
 BJ1860
 BJ1860.The geoid height was determined by GEOID03.
 BJ1860
 BJ1860;                    North         East    Units  Estimated Accuracy
 BJ1860;SPC LA S     -   223,240.    1,011,360.      MT  (+/- 180 meters Scaled)
 BJ1860
 BJ1860                          SUPERSEDED SURVEY CONTROL
 BJ1860
 BJ1860  NGVD 29 (??/??/??)    8.026  (m)           26.33   (f) ADJUSTED    ?  
 BJ1860
 BJ1860.Superseded values are not recommended for survey control.
 BJ1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1860.See file dsdata.txt to determine how the superseded data were derived.
 BJ1860
 BJ1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP712770(NAD 83)
 BJ1860_MARKER: B = BOLT
 BJ1860_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1860_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1860
 BJ1860  HISTORY     - Date     Condition        Report By
 BJ1860  HISTORY     - UNK      MONUMENTED       DOD
 BJ1860  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1860
 BJ1860                          STATION DESCRIPTION
 BJ1860
 BJ1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1860'4.5 MI NW FROM PORT ALLEN.
 BJ1860'4.5 MILES NW ALONG THE LEVEE FROM PORT ALLEN, WEST BATON ROUGE PARISH,
 BJ1860'ON THE BELAIR PLANTATION, ON THE J. GADOT PROPERTY, 820 FEET BACK OF
 BJ1860'THE LEVEE, 42 FEET BACK FROM A BLAZED 36 INCH PECAN TREE, 27 FEET FROM
 BJ1860'THE UPPER RIVER CORNER OF THE J. GADOT RESIDENCE, 22.3 FEET ABOVE A
 BJ1860'CEDAR TREE IN THE YARD, 16 FEET BELOW A LANE LEADING BACK THROUGH THE
 BJ1860'PLANTATION FROM THE LEVEE, AND 3.2 FEET ABOVE A PICKET FENCE. A COPPER
 BJ1860'BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ1860'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 BJ1860'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2406 ***********************************************************************
 BJ2406  DESIGNATION -  26 BOLT
 BJ2406  PID         -  BJ2406
 BJ2406  STATE/COUNTY-  LA/ST MARTIN
 BJ2406  USGS QUAD   -  COW BAYOU (1992)
 BJ2406
 BJ2406                         *CURRENT SURVEY CONTROL
 BJ2406  ___________________________________________________________________
 BJ2406* NAD 83(1986)-  30 16 40.     (N)    091 36 44.     (W)     SCALED    
 BJ2406* NAVD 88     -         3.37   (+/-2cm)      11.1    (feet)  VERTCON   
 BJ2406  ___________________________________________________________________
 BJ2406  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2406
 BJ2406  VERT ORDER  -  ? (See Below)
 BJ2406
 BJ2406.The horizontal coordinates were scaled from a topographic map and have
 BJ2406.an estimated accuracy of +/- 6 seconds.
 BJ2406
 BJ2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2406.The vertical order pertains to the NGVD 29 superseded value.
 BJ2406
 BJ2406.The geoid height was determined by GEOID03.
 BJ2406
 BJ2406;                    North         East    Units  Estimated Accuracy
 BJ2406;SPC LA S     -   197,090.      973,170.      MT  (+/- 180 meters Scaled)
 BJ2406
 BJ2406                          SUPERSEDED SURVEY CONTROL
 BJ2406
 BJ2406  NGVD 29 (??/??/??)    3.378  (m)           11.08   (f) ADJUSTED    ?  
 BJ2406
 BJ2406.Superseded values are not recommended for survey control.
 BJ2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2406.See file dsdata.txt to determine how the superseded data were derived.
 BJ2406
 BJ2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP334503(NAD 83)
 BJ2406_MARKER: B = BOLT
 BJ2406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2406_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2406
 BJ2406  HISTORY     - Date     Condition        Report By
 BJ2406  HISTORY     - UNK      MONUMENTED       DOD
 BJ2406  HISTORY     - 1933     GOOD             DOD
 BJ2406
 BJ2406                          STATION DESCRIPTION
 BJ2406
 BJ2406'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2406'5.4 MI E FROM BUTTE LA ROSE.
 BJ2406'5.4 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2406'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, IN FRACTIONAL SEC.
 BJ2406'12, T. 9 S., R. 8 E., ABOUT 850 FEET NORTHEAST OF THE HEAD OF BAYOU LA
 BJ2406'ROMPE, 165 FEET BACK OF THE RIVER BANK, ABOUT 100 FEET SOUTH OF A
 BJ2406'4-FOOT WILLOW TREE ON THE RIVER BANK, 55.4 FEET SOUTHWEST OF P.B.M.
 BJ2406'DEAD LIVE OAK 26 (U.S.E.), DESCRIBED ABOVE, 46.5 FEET SOUTHWEST OF A
 BJ2406'BLAZED 24-INCH WILLOW TREE, 32.5 FEET SOUTHEAST OF A BLAZED 10-INCH
 BJ2406'ELM TREE, 28.2 FEET EAST OF A BLAZED LIVE OAK TREE (DEAD), 22.4 FEET
 BJ2406'SOUTHWEST OF A BLAZED 5-INCH SYCAMORE TREE, 17.8 FEET NORTHEAST OF A
 BJ2406'BLAZED 10-INCH CYPRESS TREE, 4.8 FEET WEST OF A BLAZED 6-INCH
 BJ2406'COTTONWOOD TREE, AND NEAR A 6-INCH IRON PIPE PROJECTING ABOUT 4 FEET
 BJ2406'ABOVE GROUND.  A COPPER BOLT, SET IN THE TOP OF AN UNDERGROUND TILE,
 BJ2406'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE ABOUT 2 FEET BELOW GROUND
 BJ2406'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1861 ***********************************************************************
 BJ1861  DESIGNATION -  26 CAP
 BJ1861  PID         -  BJ1861
 BJ1861  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1861  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ1861
 BJ1861                         *CURRENT SURVEY CONTROL
 BJ1861  ___________________________________________________________________
 BJ1861* NAD 83(1986)-  30 30 50.     (N)    091 12 55.     (W)     SCALED    
 BJ1861* NAVD 88     -         9.26   (+/-2cm)      30.4    (feet)  VERTCON   
 BJ1861  ___________________________________________________________________
 BJ1861  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1861
 BJ1861  VERT ORDER  -  ? (See Below)
 BJ1861
 BJ1861.The horizontal coordinates were scaled from a topographic map and have
 BJ1861.an estimated accuracy of +/- 6 seconds.
 BJ1861
 BJ1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1861.The vertical order pertains to the NGVD 29 superseded value.
 BJ1861
 BJ1861.The geoid height was determined by GEOID03.
 BJ1861
 BJ1861;                    North         East    Units  Estimated Accuracy
 BJ1861;SPC LA S     -   223,240.    1,011,330.      MT  (+/- 180 meters Scaled)
 BJ1861
 BJ1861                          SUPERSEDED SURVEY CONTROL
 BJ1861
 BJ1861  NGVD 29 (??/??/??)    9.250  (m)           30.35   (f) ADJUSTED    ?  
 BJ1861
 BJ1861.Superseded values are not recommended for survey control.
 BJ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1861.See file dsdata.txt to determine how the superseded data were derived.
 BJ1861
 BJ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP712770(NAD 83)
 BJ1861_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1861_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1861_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1861
 BJ1861  HISTORY     - Date     Condition        Report By
 BJ1861  HISTORY     - UNK      MONUMENTED       DOD
 BJ1861  HISTORY     - 1964     GOOD             CGS
 BJ1861  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1861
 BJ1861                          STATION DESCRIPTION
 BJ1861
 BJ1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1861'4.5 MI NW FROM PORT ALLEN.
 BJ1861'4.5 MILES NW ALONG THE LEVEE FROM PORT ALLEN, WEST BATON ROUGE PARISH,
 BJ1861'ON THE BELAIR PLANTATION, ON THE J. GADOT PROPERTY, 820 FEET BACK OF
 BJ1861'THE LEVEE, 42 FEET BACK FROM A BLAZED 36 INCH PECAN TREE, 27 FEET FROM
 BJ1861'THE UPPER RIVER CORNER OF THE J. GADOT RESIDENCE, 22.3 FEET ABOVE A
 BJ1861'CEDAR TREE IN THE YARD, 16 FEET BELOW A LANE LEADING BACK THROUGH THE
 BJ1861'PLANTATION FROM THE LEVEE, AND 3.2 FEET ABOVE A PICKET FENCE. AN IRON
 BJ1861'PIPE BEARING A CORPS OF ENGINEERS, STANDARD CAP.
 BJ1861
 BJ1861                          STATION RECOVERY (1976)
 BJ1861
 BJ1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2405 ***********************************************************************
 BJ2405  DESIGNATION -  26 CAP
 BJ2405  PID         -  BJ2405
 BJ2405  STATE/COUNTY-  LA/ST MARTIN
 BJ2405  USGS QUAD   -  COW BAYOU (1992)
 BJ2405
 BJ2405                         *CURRENT SURVEY CONTROL
 BJ2405  ___________________________________________________________________
 BJ2405* NAD 83(1986)-  30 16 40.     (N)    091 36 44.     (W)     SCALED    
 BJ2405* NAVD 88     -         4.60   (+/-2cm)      15.1    (feet)  VERTCON   
 BJ2405  ___________________________________________________________________
 BJ2405  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2405
 BJ2405  VERT ORDER  -  ? (See Below)
 BJ2405
 BJ2405.The horizontal coordinates were scaled from a topographic map and have
 BJ2405.an estimated accuracy of +/- 6 seconds.
 BJ2405
 BJ2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2405.The vertical order pertains to the NGVD 29 superseded value.
 BJ2405
 BJ2405.The geoid height was determined by GEOID03.
 BJ2405
 BJ2405;                    North         East    Units  Estimated Accuracy
 BJ2405;SPC LA S     -   197,090.      973,170.      MT  (+/- 180 meters Scaled)
 BJ2405
 BJ2405                          SUPERSEDED SURVEY CONTROL
 BJ2405
 BJ2405  NGVD 29 (??/??/??)    4.613  (m)           15.13   (f) ADJUSTED    ?  
 BJ2405
 BJ2405.Superseded values are not recommended for survey control.
 BJ2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2405.See file dsdata.txt to determine how the superseded data were derived.
 BJ2405
 BJ2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP334503(NAD 83)
 BJ2405_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2405_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2405
 BJ2405  HISTORY     - Date     Condition        Report By
 BJ2405  HISTORY     - UNK      MONUMENTED       DOD
 BJ2405  HISTORY     - 1933     GOOD             DOD
 BJ2405
 BJ2405                          STATION DESCRIPTION
 BJ2405
 BJ2405'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2405'5.4 MI E FROM BUTTE LA ROSE.
 BJ2405'5.4 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2405'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, IN FRACTIONAL SEC.
 BJ2405'12, T. 9 S., R. 8 E., ABOUT 850 FEET NORTHEAST OF THE HEAD OF BAYOU LA
 BJ2405'ROMPE, 165 FEET BACK OF THE RIVER BANK, ABOUT 100 FEET SOUTH OF A
 BJ2405'4-FOOT WILLOW TREE ON THE RIVER BANK, 55.4 FEET SOUTHWEST OF P.B.M.
 BJ2405'DEAD LIVE OAK 26 (U.S.E.), DESCRIBED ABOVE, 46.5 FEET SOUTHWEST OF A
 BJ2405'BLAZED 24-INCH WILLOW TREE, 32.5 FEET SOUTHEAST OF A BLAZED 10-INCH
 BJ2405'ELM TREE, 28.2 FEET EAST OF A BLAZED LIVE OAK TREE (DEAD), 22.4 FEET
 BJ2405'SOUTHWEST OF A BLAZED 5-INCH SYCAMORE TREE, 17.8 FEET NORTHEAST OF A
 BJ2405'BLAZED 10-INCH CYPRESS TREE, 4.8 FEET WEST OF A BLAZED 6-INCH
 BJ2405'COTTONWOOD TREE, AND NEAR A 6-INCH IRON PIPE PROJECTING ABOUT 4 FEET
 BJ2405'ABOVE GROUND.  AN IRON PIPE ABOUT 2 FEET BELOW GROUND AND BEARING A
 BJ2405'COPRS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1561 ***********************************************************************
 CP1561  DESIGNATION -  26 DIETZE BOLT
 CP1561  PID         -  CP1561
 CP1561  STATE/COUNTY-  LA/TENSAS
 CP1561  USGS QUAD   -  NEWELLTON (1994)
 CP1561
 CP1561                         *CURRENT SURVEY CONTROL
 CP1561  ___________________________________________________________________
 CP1561* NAD 83(1986)-  32 05 18.     (N)    091 10 39.     (W)     SCALED    
 CP1561* NAVD 88     -        22.55   (+/-2cm)      74.0    (feet)  VERTCON   
 CP1561  ___________________________________________________________________
 CP1561  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1561
 CP1561  VERT ORDER  -  ? (See Below)
 CP1561
 CP1561.The horizontal coordinates were scaled from a topographic map and have
 CP1561.an estimated accuracy of +/- 6 seconds.
 CP1561
 CP1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1561.The vertical order pertains to the NGVD 29 superseded value.
 CP1561
 CP1561.The geoid height was determined by GEOID03.
 CP1561
 CP1561;                    North         East    Units  Estimated Accuracy
 CP1561;SPC LA N     -   176,870.    1,124,830.      MT  (+/- 180 meters Scaled)
 CP1561
 CP1561                          SUPERSEDED SURVEY CONTROL
 CP1561
 CP1561  NGVD 29 (??/??/92)   22.574  (m)           74.06   (f) ADJ UNCH    ?  
 CP1561
 CP1561.Superseded values are not recommended for survey control.
 CP1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1561.See file dsdata.txt to determine how the superseded data were derived.
 CP1561
 CP1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR719516(NAD 83)
 CP1561_MARKER: B = BOLT
 CP1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1561_SP_SET: CONCRETE BLOCK
 CP1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1561
 CP1561  HISTORY     - Date     Condition        Report By
 CP1561  HISTORY     - UNK      MONUMENTED       DOD
 CP1561  HISTORY     - 1934     GOOD             DOD
 CP1561
 CP1561                          STATION DESCRIPTION
 CP1561
 CP1561'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1561'3.25 MI NE FROM NEWELLTON.
 CP1561'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1561'P.B.M. IS CONCRETE BLOCK AND IRON PIPE ON THE RIGHT BANK OF THE
 CP1561'MISSISSIPPI RIVER, IN TENSAS PARISH, LA. ON THE ELKRIDGE PLANTATION.
 CP1561'ON THE RIVERSIDE BANK OF A SMALL WOODED SLOUGH WHICH RUNS PARALLEL TO
 CP1561'THE LEVEE.  164 METERS LANDWARD FROM CENTER LINE OF LEVEE. ABOUT 250
 CP1561'METERS UPSTREAM FROM ANGLE WHERE THE BANKETTE TAKES A SHARP RISE.
 CP1561'ABOUT 1/4 MILE DOWNSTREAM FROM AN OLD DRAGLINE BUCKET LYING ALONG THE
 CP1561'SIDE OF THE LEVEE. TOP OF CAP IS ABOUT 18 INCHES ABOVE THE GROUND.
 CP1561'NOTE-- REFERENCES-- 8 IN. HACKBERRY, 110 DEG.-3.81 METERS. 15 IN.
 CP1561'COTTONWOOD, 114 DEG.-6.5 METERS.  48 IN. TWIN PECAN, 24 DEG.-21
 CP1561'METERS.  16 IN. COTTONWOOD, 192 DEG.-20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1560 ***********************************************************************
 CP1560  DESIGNATION -  26 DIETZE CAP
 CP1560  PID         -  CP1560
 CP1560  STATE/COUNTY-  LA/TENSAS
 CP1560  USGS QUAD   -  NEWELLTON (1994)
 CP1560
 CP1560                         *CURRENT SURVEY CONTROL
 CP1560  ___________________________________________________________________
 CP1560* NAD 83(1986)-  32 05 18.     (N)    091 10 39.     (W)     SCALED    
 CP1560* NAVD 88     -        23.78   (+/-2cm)      78.0    (feet)  VERTCON   
 CP1560  ___________________________________________________________________
 CP1560  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1560
 CP1560  VERT ORDER  -  ? (See Below)
 CP1560
 CP1560.The horizontal coordinates were scaled from a topographic map and have
 CP1560.an estimated accuracy of +/- 6 seconds.
 CP1560
 CP1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1560.The vertical order pertains to the NGVD 29 superseded value.
 CP1560
 CP1560.The geoid height was determined by GEOID03.
 CP1560
 CP1560;                    North         East    Units  Estimated Accuracy
 CP1560;SPC LA N     -   176,870.    1,124,830.      MT  (+/- 180 meters Scaled)
 CP1560
 CP1560                          SUPERSEDED SURVEY CONTROL
 CP1560
 CP1560  NGVD 29 (??/??/92)   23.800  (m)           78.08   (f) ADJ UNCH    ?  
 CP1560
 CP1560.Superseded values are not recommended for survey control.
 CP1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1560.See file dsdata.txt to determine how the superseded data were derived.
 CP1560
 CP1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR719516(NAD 83)
 CP1560_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1560_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1560
 CP1560  HISTORY     - Date     Condition        Report By
 CP1560  HISTORY     - UNK      MONUMENTED       DOD
 CP1560  HISTORY     - 1934     GOOD             DOD
 CP1560
 CP1560                          STATION DESCRIPTION
 CP1560
 CP1560'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1560'3.25 MI NE FROM NEWELLTON.
 CP1560'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1560'P.B.M. IS CONCRETE BLOCK AND IRON PIPE ON THE RIGHT BANK OF THE
 CP1560'MISSISSIPPI RIVER, IN TENSAS PARISH, LA. ON THE ELKRIDGE PLANTATION.
 CP1560'ON THE RIVERSIDE BANK OF A SMALL WOODED SLOUGH WHICH RUNS PARALLEL TO
 CP1560'THE LEVEE.  164 METERS LANDWARD FROM CENTER LINE OF LEVEE. ABOUT 250
 CP1560'METERS UPSTREAM FROM ANGLE WHERE THE BANKETTE TAKES A SHARP RISE.
 CP1560'ABOUT 1/4 MILE DOWNSTREAM FROM AN OLD DRAGLINE BUCKET LYING ALONG THE
 CP1560'SIDE OF THE LEVEE. TOP OF CAP IS ABOUT 18 INCHES ABOVE THE GROUND.
 CP1560'NOTE-- REFERENCES-- 8 IN. HACKBERRY, 110 DEG.-3.81 METERS. 15 IN.
 CP1560'COTTONWOOD, 114 DEG.-6.5 METERS.  48 IN. TWIN PECAN, 24 DEG.-21
 CP1560'METERS.  16 IN. COTTONWOOD, 192 DEG.-20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0273 ***********************************************************************
 BJ0273  DESIGNATION -  26 EABPL
 BJ0273  PID         -  BJ0273
 BJ0273  STATE/COUNTY-  LA/IBERVILLE
 BJ0273  USGS QUAD   -  MARINGOUIN (1992)
 BJ0273
 BJ0273                         *CURRENT SURVEY CONTROL
 BJ0273  ___________________________________________________________________
 BJ0273* NAD 83(1986)-  30 28 52.     (N)    091 33 01.     (W)     SCALED    
 BJ0273* NAVD 88     -         5.368  (meters)      17.61   (feet)  ADJUSTED  
 BJ0273  ___________________________________________________________________
 BJ0273  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0273  DYNAMIC HT  -           5.361 (meters)      17.59  (feet)  COMP
 BJ0273  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 BJ0273
 BJ0273  VERT ORDER  -  FIRST     CLASS I
 BJ0273
 BJ0273.The horizontal coordinates were scaled from a topographic map and have
 BJ0273.an estimated accuracy of +/- 6 seconds.
 BJ0273
 BJ0273.The orthometric height was determined by differential leveling
 BJ0273.and adjusted by the National Geodetic Survey in February 1994..
 BJ0273
 BJ0273.The geoid height was determined by GEOID03.
 BJ0273
 BJ0273.The dynamic height is computed by dividing the NAVD 88
 BJ0273.geopotential number by the normal gravity value computed on the
 BJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0273.degrees latitude (g = 980.6199 gals.).
 BJ0273
 BJ0273.The modeled gravity was interpolated from observed gravity values.
 BJ0273
 BJ0273;                    North         East    Units  Estimated Accuracy
 BJ0273;SPC LA S     -   219,620.      979,170.      MT  (+/- 180 meters Scaled)
 BJ0273
 BJ0273                          SUPERSEDED SURVEY CONTROL
 BJ0273
 BJ0273  NGVD 29 (??/??/??)    5.384  (m)           17.66   (f) ADJUSTED    1 1
 BJ0273
 BJ0273.Superseded values are not recommended for survey control.
 BJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0273.See file dsdata.txt to determine how the superseded data were derived.
 BJ0273
 BJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP391729(NAD 83)
 BJ0273_MARKER: DD = SURVEY DISK
 BJ0273_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0273_SP_SET: 117 FT IRON PIPE
 BJ0273_STAMPING: PBM 26 EABPL 1976 USE
 BJ0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0273
 BJ0273  HISTORY     - Date     Condition        Report By
 BJ0273  HISTORY     - 1976     MONUMENTED       USE
 BJ0273  HISTORY     - 1976     GOOD             NGS
 BJ0273  HISTORY     - 20060419 MARK NOT FOUND   NGS
 BJ0273
 BJ0273                          STATION DESCRIPTION
 BJ0273
 BJ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0273'2.7 MI WEST FROM MARINGOUIN.
 BJ0273'2.0 MILES SOUTHWEST ALONG BELMONT LANE FROM THE JUNCTION STATE
 BJ0273'HIGHWAY 77, THENCE 0.7 MILES SOUTH ALONG A LEVEE ROAD, 139 FT
 BJ0273'NORTHEAST OF THE CENTER LINE OF THE ROAD, A 1-INCH IRON PIPE WITH
 BJ0273'A DISK DRIVEN TO A DEPTH OF 117 FT ENCASED IN A 2-INCH IRON PIPE
 BJ0273'BORED TO A DEPTH OF 74 FT WITH A 3-INCH SCREW CAP FOR ACCESS. THE
 BJ0273'SCREW CAP PROJECTS 21 INCHES ABOVE THE GROUND.
 BJ0273
 BJ0273                          STATION RECOVERY (2006)
 BJ0273
 BJ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ0273'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2035 ***********************************************************************
 CP2035  DESIGNATION -  26 ES
 CP2035  PID         -  CP2035
 CP2035  STATE/COUNTY-  LA/FRANKLIN
 CP2035  USGS QUAD   -  LIDDIEVILLE (1983)
 CP2035
 CP2035                         *CURRENT SURVEY CONTROL
 CP2035  ___________________________________________________________________
 CP2035* NAD 83(1986)-  32 11 50.     (N)    091 48 48.     (W)     SCALED    
 CP2035* NAVD 88     -        20.35   (+/-2cm)      66.8    (feet)  VERTCON   
 CP2035  ___________________________________________________________________
 CP2035  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CP2035
 CP2035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2035
 CP2035.The horizontal coordinates were scaled from a topographic map and have
 CP2035.an estimated accuracy of +/- 6 seconds.
 CP2035
 CP2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2035.The vertical order pertains to the NGVD 29 superseded value.
 CP2035
 CP2035.The geoid height was determined by GEOID03.
 CP2035
 CP2035;                    North         East    Units  Estimated Accuracy
 CP2035;SPC LA N     -   188,390.    1,064,740.      MT  (+/- 180 meters Scaled)
 CP2035
 CP2035                          SUPERSEDED SURVEY CONTROL
 CP2035
 CP2035  NGVD 29 (??/??/92)   20.369  (m)           66.83   (f) ADJ UNCH    2 0
 CP2035
 CP2035.Superseded values are not recommended for survey control.
 CP2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2035.See file dsdata.txt to determine how the superseded data were derived.
 CP2035
 CP2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR118629(NAD 83)
 CP2035_MARKER: DD = SURVEY DISK
 CP2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2035_STAMPING: 26ES 1956
 CP2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2035+STABILITY: SURFACE MOTION
 CP2035
 CP2035  HISTORY     - Date     Condition        Report By
 CP2035  HISTORY     - 1956     MONUMENTED       USGS
 CP2035  HISTORY     - 1969     GOOD             LADTD
 CP2035
 CP2035                          STATION DESCRIPTION
 CP2035
 CP2035'DESCRIBED BY LA TRANSP AND DEV 1969
 CP2035'7.05 MI NW FROM WINNSBORO.
 CP2035'ABOUT 7.05 MILES IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY
 CP2035'618 FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY DIRECTION
 CP2035'ALONG LOUISIANA HIGHWAY 4, 0.60 MILE TO THE INTERSECTION OF LOUISIANA
 CP2035'HIGHWAYS 15 AND 130.  THENCE CONTINUING WESTERLY ALONG LOUISIANA
 CP2035'HIGHWAY 130, 0.30 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 618.
 CP2035'THENCE IN A NORTHWESTERLY DIRECTION ALONG LOUISIANA HIGHWAY 618, 6.15
 CP2035'MILES TO THE MARK.  IT IS 40.0 FEET NORTH OF THE CENTERLINE OF
 CP2035'LOUISIANA HIGHWAY 618, 1.0 FOOT SOUTH OF A POWER POLE, 27.0 FEET WEST
 CP2035'OF A LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER, 74.0 FEET
 CP2035'SOUTHEAST OF A WATER WELL.  SET IN TOP OF A CONCRETE POST PROJECTING 5
 CP2035'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF
 CP2035'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0104 ***********************************************************************
 BK0104  DESIGNATION -  2625 LAGS
 BK0104  PID         -  BK0104
 BK0104  STATE/COUNTY-  LA/ST LANDRY
 BK0104  USGS QUAD   -  OPELOUSAS (1992)
 BK0104
 BK0104                         *CURRENT SURVEY CONTROL
 BK0104  ___________________________________________________________________
 BK0104* NAD 83(1986)-  30 31 42.     (N)    092 04 32.     (W)     SCALED    
 BK0104* NAVD 88     -        18.56   (+/-2cm)      60.9    (feet)  VERTCON   
 BK0104  ___________________________________________________________________
 BK0104  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0104
 BK0104  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0104
 BK0104.The horizontal coordinates were scaled from a topographic map and have
 BK0104.an estimated accuracy of +/- 6 seconds.
 BK0104
 BK0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0104.The vertical order pertains to the NGVD 29 superseded value.
 BK0104
 BK0104.The geoid height was determined by GEOID03.
 BK0104
 BK0104;                    North         East    Units  Estimated Accuracy
 BK0104;SPC LA S     -   225,060.      928,770.      MT  (+/- 180 meters Scaled)
 BK0104
 BK0104                          SUPERSEDED SURVEY CONTROL
 BK0104
 BK0104  NGVD 29 (??/??/??)   18.524  (m)           60.77   (f) ADJUSTED    2 1
 BK0104
 BK0104.Superseded values are not recommended for survey control.
 BK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0104.See file dsdata.txt to determine how the superseded data were derived.
 BK0104
 BK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP886776(NAD 83)
 BK0104_MARKER: DD = SURVEY DISK
 BK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0104_STAMPING: 1625
 BK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0104+STABILITY: SURFACE MOTION
 BK0104
 BK0104  HISTORY     - Date     Condition        Report By
 BK0104  HISTORY     - UNK      MONUMENTED       LAGS
 BK0104  HISTORY     - 1973     GOOD             LADTD
 BK0104  HISTORY     - 1981     GOOD             LAGS
 BK0104
 BK0104                          STATION DESCRIPTION
 BK0104
 BK0104'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0104'0.5 MI E FROM OPELOUSAS.
 BK0104'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.35 MILES ALONG US
 BK0104'HIGHWAY 190 ON EAST BOUND LANE TO THE INTERSECTION OF LOUISIANA
 BK0104'HIGHWAY 31.  THENCE ABOUT 0.2 MILES EAST ALONG LOUISIANA HIGHWAY 31
 BK0104'NEAR THE INTERSECTION OF ACADEMY AND LAURENT STREET.  29.0 FEET SOUTH
 BK0104'OF THE CENTERLINE OF LAURENT STREET.  24.0 FEET WEST OF THE CENTERLINE
 BK0104'OF ACADEMY STREET.  1.0 FOOT NORTHEAST OF A STEEL WITNESS POST. DISK
 BK0104'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 76, T 6
 BK0104'S, R 4 E.
 BK0104
 BK0104                          STATION RECOVERY (1981)
 BK0104
 BK0104'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1981
 BK0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0184 ***********************************************************************
 BX0184  DESIGNATION -  26.4 USE
 BX0184  PID         -  BX0184
 BX0184  STATE/COUNTY-  LA/LA SALLE
 BX0184  USGS QUAD   -  LITTLE CREEK (1985)
 BX0184
 BX0184                         *CURRENT SURVEY CONTROL
 BX0184  ___________________________________________________________________
 BX0184* NAD 83(1986)-  31 44 53.     (N)    092 20 26.     (W)     SCALED    
 BX0184* NAVD 88     -        21.03   (+/-2cm)      69.0    (feet)  VERTCON   
 BX0184  ___________________________________________________________________
 BX0184  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0184
 BX0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0184
 BX0184.The horizontal coordinates were scaled from a topographic map and have
 BX0184.an estimated accuracy of +/- 6 seconds.
 BX0184
 BX0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0184.The vertical order pertains to the NGVD 29 superseded value.
 BX0184
 BX0184.The geoid height was determined by GEOID03.
 BX0184
 BX0184;                    North         East    Units  Estimated Accuracy
 BX0184;SPC LA N     -   138,390.    1,015,110.      MT  (+/- 180 meters Scaled)
 BX0184
 BX0184                          SUPERSEDED SURVEY CONTROL
 BX0184
 BX0184  NGVD 29 (??/??/??)   21.037  (m)           69.02   (f) ADJUSTED    2 0
 BX0184
 BX0184.Superseded values are not recommended for survey control.
 BX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0184.See file dsdata.txt to determine how the superseded data were derived.
 BX0184
 BX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR624126(NAD 83)
 BX0184_MARKER: DD = SURVEY DISK
 BX0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0184_STAMPING: 26.4
 BX0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0184
 BX0184  HISTORY     - Date     Condition        Report By
 BX0184  HISTORY     - UNK      MONUMENTED       DOD
 BX0184  HISTORY     - 1935     GOOD             CGS
 BX0184  HISTORY     - 1950     GOOD             CGS
 BX0184
 BX0184                          STATION DESCRIPTION
 BX0184
 BX0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0184'3.0 MI SE FROM GEORGETOWN.
 BX0184'3.0 MI SE OF STATION ALONG THE L AND A R R AT W END OF SIDING,
 BX0184'ZENORIA.  18 FEET S OF TRACK.  AN IRON PIPE (3 1/2 IN.) WITH A BRASS
 BX0184'CAP.
 BX0184
 BX0184                          STATION RECOVERY (1950)
 BX0184
 BX0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1433 ***********************************************************************
 CP1433  DESIGNATION -  2650 A BOLT
 CP1433  PID         -  CP1433
 CP1433  STATE/COUNTY-  LA/MADISON
 CP1433  USGS QUAD   -  ASHLY (1972)
 CP1433
 CP1433                         *CURRENT SURVEY CONTROL
 CP1433  ___________________________________________________________________
 CP1433* NAD 83(1986)-  32 26 21.     (N)    091 04 59.     (W)     SCALED    
 CP1433* NAVD 88     -        28.03   (+/-2cm)      92.0    (feet)  VERTCON   
 CP1433  ___________________________________________________________________
 CP1433  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP1433
 CP1433  VERT ORDER  -  ? (See Below)
 CP1433
 CP1433.The horizontal coordinates were scaled from a topographic map and have
 CP1433.an estimated accuracy of +/- 6 seconds.
 CP1433
 CP1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1433.The vertical order pertains to the NGVD 29 superseded value.
 CP1433
 CP1433.The geoid height was determined by GEOID03.
 CP1433
 CP1433;                    North         East    Units  Estimated Accuracy
 CP1433;SPC LA N     -   215,880.    1,133,240.      MT  (+/- 180 meters Scaled)
 CP1433
 CP1433                          SUPERSEDED SURVEY CONTROL
 CP1433
 CP1433  NGVD 29 (??/??/92)   28.041  (m)           92.00   (f) ADJ UNCH    ?  
 CP1433
 CP1433.Superseded values are not recommended for survey control.
 CP1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1433.See file dsdata.txt to determine how the superseded data were derived.
 CP1433
 CP1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR802907(NAD 83)
 CP1433_MARKER: B = BOLT
 CP1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1433_SP_SET: STONE
 CP1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1433+STABILITY: SURFACE MOTION
 CP1433
 CP1433  HISTORY     - Date     Condition        Report By
 CP1433  HISTORY     - UNK      MONUMENTED       DOD
 CP1433  HISTORY     - 1934     GOOD             DOD
 CP1433
 CP1433                          STATION DESCRIPTION
 CP1433
 CP1433'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1433'2 MI E FROM ASHLEY.
 CP1433'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1433'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 2 MILES EAST OF
 CP1433'ASHLEY, LA., 561 FEET SOUTHWEST OF LEVEE STA. NO. 2650.  ON NORTHWEST
 CP1433'SLOPE OF NORTH END OF OLD LEVEE.  600 FEET SOUTH OF SMALL ANGLE IN
 CP1433'LEVEE.  AT NORTH END OF CABIN TEELE CREVASSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1432 ***********************************************************************
 CP1432  DESIGNATION -  2650 A CAP
 CP1432  PID         -  CP1432
 CP1432  STATE/COUNTY-  LA/MADISON
 CP1432  USGS QUAD   -  ASHLY (1972)
 CP1432
 CP1432                         *CURRENT SURVEY CONTROL
 CP1432  ___________________________________________________________________
 CP1432* NAD 83(1986)-  32 26 21.     (N)    091 04 59.     (W)     SCALED    
 CP1432* NAVD 88     -        29.25   (+/-2cm)      96.0    (feet)  VERTCON   
 CP1432  ___________________________________________________________________
 CP1432  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP1432
 CP1432  VERT ORDER  -  ? (See Below)
 CP1432
 CP1432.The horizontal coordinates were scaled from a topographic map and have
 CP1432.an estimated accuracy of +/- 6 seconds.
 CP1432
 CP1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1432.The vertical order pertains to the NGVD 29 superseded value.
 CP1432
 CP1432.The geoid height was determined by GEOID03.
 CP1432
 CP1432;                    North         East    Units  Estimated Accuracy
 CP1432;SPC LA N     -   215,880.    1,133,240.      MT  (+/- 180 meters Scaled)
 CP1432
 CP1432                          SUPERSEDED SURVEY CONTROL
 CP1432
 CP1432  NGVD 29 (??/??/92)   29.262  (m)           96.00   (f) ADJ UNCH    ?  
 CP1432
 CP1432.Superseded values are not recommended for survey control.
 CP1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1432.See file dsdata.txt to determine how the superseded data were derived.
 CP1432
 CP1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR802907(NAD 83)
 CP1432_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1432
 CP1432  HISTORY     - Date     Condition        Report By
 CP1432  HISTORY     - UNK      MONUMENTED       DOD
 CP1432  HISTORY     - 1934     GOOD             DOD
 CP1432
 CP1432                          STATION DESCRIPTION
 CP1432
 CP1432'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1432'2 MI E FROM ASHLEY.
 CP1432'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1432'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 2 MILES EAST OF
 CP1432'ASHLEY, LA., 561 FEET SOUTHWEST OF LEVEE STA. NO. 2650.  ON NORTHWEST
 CP1432'SLOPE OF NORTH END OF OLD LEVEE.  600 FEET SOUTH OF SMALL ANGLE IN
 CP1432'LEVEE.  AT NORTH END OF CABIN TEELE CREVASSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0150 ***********************************************************************
 BK0150  DESIGNATION -  2677 LAGS RESET 1964
 BK0150  PID         -  BK0150
 BK0150  STATE/COUNTY-  LA/ST LANDRY
 BK0150  USGS QUAD   -  LAWTELL (1983)
 BK0150
 BK0150                         *CURRENT SURVEY CONTROL
 BK0150  ___________________________________________________________________
 BK0150* NAD 83(1986)-  30 31 13.     (N)    092 10 01.     (W)     SCALED    
 BK0150* NAVD 88     -        18.42   (+/-2cm)      60.4    (feet)  VERTCON   
 BK0150  ___________________________________________________________________
 BK0150  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0150
 BK0150  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0150
 BK0150.The horizontal coordinates were scaled from a topographic map and have
 BK0150.an estimated accuracy of +/- 6 seconds.
 BK0150
 BK0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0150.The vertical order pertains to the NGVD 29 superseded value.
 BK0150
 BK0150.The geoid height was determined by GEOID03.
 BK0150
 BK0150;                    North         East    Units  Estimated Accuracy
 BK0150;SPC LA S     -   224,230.      919,990.      MT  (+/- 180 meters Scaled)
 BK0150
 BK0150                          SUPERSEDED SURVEY CONTROL
 BK0150
 BK0150  NGVD 29 (??/??/??)   18.376  (m)           60.29   (f) ADJUSTED    2 1
 BK0150
 BK0150.Superseded values are not recommended for survey control.
 BK0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0150.See file dsdata.txt to determine how the superseded data were derived.
 BK0150
 BK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP799767(NAD 83)
 BK0150_MARKER: DD = SURVEY DISK
 BK0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0150_STAMPING: 2677 RESET 1964
 BK0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0150+STABILITY: SURFACE MOTION
 BK0150
 BK0150  HISTORY     - Date     Condition        Report By
 BK0150  HISTORY     - 1964     MONUMENTED       LAGS
 BK0150  HISTORY     - 1975     GOOD             LADTD
 BK0150
 BK0150                          STATION DESCRIPTION
 BK0150
 BK0150'DESCRIBED BY LA TRANSP AND DEV 1975
 BK0150'1.2 MI E FROM LAWTELL.
 BK0150'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.15 MILES NORTH
 BK0150'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE EASTBOUND LANE
 BK0150'OF US HIGHWAY 190.  THENCE ABOUT 1.2 MILES EAST ALONG US HIGHWAY 190.
 BK0150'79 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF US HIGHWAY
 BK0150'190.  243 FEET WEST OF A 3- 5X5 FT. BOX CULVERT.  1.0 FOOT NORTH OF A
 BK0150'STEEL WITNESS POST.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BK0150'GROUND.  SECTION 21, T 6 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0149 ***********************************************************************
 BK0149  DESIGNATION -  2679 LAGS
 BK0149  PID         -  BK0149
 BK0149  STATE/COUNTY-  LA/ST LANDRY
 BK0149  USGS QUAD   -  LAWTELL (1983)
 BK0149
 BK0149                         *CURRENT SURVEY CONTROL
 BK0149  ___________________________________________________________________
 BK0149* NAD 83(1986)-  30 31 03.     (N)    092 10 52.     (W)     SCALED    
 BK0149* NAVD 88     -        17.99   (+/-2cm)      59.0    (feet)  VERTCON   
 BK0149  ___________________________________________________________________
 BK0149  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0149
 BK0149  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0149
 BK0149.The horizontal coordinates were scaled from a topographic map and have
 BK0149.an estimated accuracy of +/- 6 seconds.
 BK0149
 BK0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0149.The vertical order pertains to the NGVD 29 superseded value.
 BK0149
 BK0149.The geoid height was determined by GEOID03.
 BK0149
 BK0149;                    North         East    Units  Estimated Accuracy
 BK0149;SPC LA S     -   223,930.      918,630.      MT  (+/- 180 meters Scaled)
 BK0149
 BK0149                          SUPERSEDED SURVEY CONTROL
 BK0149
 BK0149  NGVD 29 (??/??/??)   17.945  (m)           58.87   (f) ADJUSTED    2 1
 BK0149
 BK0149.Superseded values are not recommended for survey control.
 BK0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0149.See file dsdata.txt to determine how the superseded data were derived.
 BK0149
 BK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP785764(NAD 83)
 BK0149_MARKER: DD = SURVEY DISK
 BK0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0149_STAMPING: 2679 W.P.A. 1927
 BK0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0149+STABILITY: SURFACE MOTION
 BK0149
 BK0149  HISTORY     - Date     Condition        Report By
 BK0149  HISTORY     - 1927     MONUMENTED       LAGS
 BK0149  HISTORY     - 1975     GOOD             LADTD
 BK0149  HISTORY     - 1981     MARK NOT FOUND   USGS
 BK0149
 BK0149                          STATION DESCRIPTION
 BK0149
 BK0149'DESCRIBED BY LA TRANSP AND DEV 1975
 BK0149'0.30 MI E FROM LAWTELL.
 BK0149'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.15 MILES NORTH
 BK0149'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE EASTBOUND LANE
 BK0149'OF US HIGHWAY 190.  181 FEET EAST OF A BLACK TOP ROAD LEADING NORTH
 BK0149'AND SOUTH.  21 FEET SOUTHEAST OF A POWER POLE.  33 FEET NORTH OF AN 8
 BK0149'INCH PINE TREE.  50 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE
 BK0149'OF US HIGHWAY 190.  1.0 FOOT NORTH OF A STEEL WITNESS POST. SET IN THE
 BK0149'TOP OF A CONCRETE POST 5 INCHES BELOW THE GROUND. SECTION 20, T 6 S, R
 BK0149'3 E.
 BK0149
 BK0149                          STATION RECOVERY (1981)
 BK0149
 BK0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BK0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0148 ***********************************************************************
 BK0148  DESIGNATION -  2681 LADTD RESET 1967
 BK0148  PID         -  BK0148
 BK0148  STATE/COUNTY-  LA/ST LANDRY
 BK0148  USGS QUAD   -  LAWTELL (1983)
 BK0148
 BK0148                         *CURRENT SURVEY CONTROL
 BK0148  ___________________________________________________________________
 BK0148* NAD 83(1986)-  30 31 00.     (N)    092 11 44.     (W)     SCALED    
 BK0148* NAVD 88     -        17.66   (+/-2cm)      57.9    (feet)  VERTCON   
 BK0148  ___________________________________________________________________
 BK0148  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0148
 BK0148  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0148
 BK0148.The horizontal coordinates were scaled from a topographic map and have
 BK0148.an estimated accuracy of +/- 6 seconds.
 BK0148
 BK0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0148.The vertical order pertains to the NGVD 29 superseded value.
 BK0148
 BK0148.The geoid height was determined by GEOID03.
 BK0148
 BK0148;                    North         East    Units  Estimated Accuracy
 BK0148;SPC LA S     -   223,850.      917,250.      MT  (+/- 180 meters Scaled)
 BK0148
 BK0148                          SUPERSEDED SURVEY CONTROL
 BK0148
 BK0148  NGVD 29 (??/??/??)   17.616  (m)           57.80   (f) ADJUSTED    2 1
 BK0148
 BK0148.Superseded values are not recommended for survey control.
 BK0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0148.See file dsdata.txt to determine how the superseded data were derived.
 BK0148
 BK0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP771763(NAD 83)
 BK0148_MARKER: DD = SURVEY DISK
 BK0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0148_STAMPING: 2681 RESET 1967
 BK0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0148+STABILITY: SURFACE MOTION
 BK0148
 BK0148  HISTORY     - Date     Condition        Report By
 BK0148  HISTORY     - 1967     MONUMENTED       LADTD
 BK0148  HISTORY     - 1973     GOOD             LADTD
 BK0148  HISTORY     - 1981     MARK NOT FOUND   USGS
 BK0148
 BK0148                          STATION DESCRIPTION
 BK0148
 BK0148'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0148'0.85 MI W FROM LAWTELL.
 BK0148'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0148'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF US HIGHWAY 190.
 BK0148'THENCE ABOUT 0.60 MILES WEST ALONG US HIGHWAY 190.  59.0 FEET SOUTH OF
 BK0148'THE CENTERLINE OF THE EAST BOUND LANE OF US HIGHWAY 190. 80.0 FEET
 BK0148'NORTH-NORTHWEST OF A 36 INCH BURDOCK TREE.  2.0 FEET NORTH OF A MESH
 BK0148'AND BARBED WIRE FENCE.  1.0 FOOT SOUTH OF A STEEL WITNESS POST. DISK
 BK0148'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 20, T 6
 BK0148'S, R 4 E.
 BK0148
 BK0148                          STATION RECOVERY (1981)
 BK0148
 BK0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BK0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3215 ***********************************************************************
 DH3215  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3215  DESIGNATION -  268+34.63=PLMS22A
 DH3215  PID         -  DH3215
 DH3215  STATE/COUNTY-  LA/EAST BATON ROUGE
 DH3215  USGS QUAD   -  PLAQUEMINE (1992)
 DH3215
 DH3215                         *CURRENT SURVEY CONTROL
 DH3215  ___________________________________________________________________
 DH3215* NAD 83(1992)-  30 22 08.11985(N)    091 13 48.58794(W)     ADJUSTED  
 DH3215* NAVD 88     -        15.09 **(meters)      49.5  **(feet)  GPS OBS(2004.65)
 DH3215  **This station is located in a subsidence area (see below).
 DH3215  ___________________________________________________________________
 DH3215  X           -    -118,243.089 (meters)                     COMP
 DH3215  Y           -  -5,506,414.330 (meters)                     COMP
 DH3215  Z           -   3,205,719.425 (meters)                     COMP
 DH3215  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DH3215  ELLIP HEIGHT-         -12.14  (meters)          (05/09/05) GPS OBS
 DH3215  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DH3215
 DH3215  HORZ ORDER  -  B
 DH3215  ELLP ORDER  -  FOURTH    CLASS II
 DH3215
 DH3215.The horizontal coordinates were established by GPS observations
 DH3215.and adjusted by the National Geodetic Survey in May 2005..
 DH3215
 DH3215 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3215 ** and geoid heights are valid at the date of observation. These heights
 DH3215 ** must always be validated when used as control.
 DH3215 ** The orthometric height was determined by GPS observations using
 DH3215 ** precise GPS observation and processing techniques and a new
 DH3215 ** realization of GEOID03. It supersedes the leveled height previously
 DH3215 ** determined for this station.
 DH3215 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3215 ** epoch indicated which incorporates improved geoid heights for the
 DH3215 ** Southern Louisiana Subsidence area.
 DH3215 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3215.The orthometric height was determined by GPS observations and a
 DH3215.high-resolution geoid model using precise GPS observation and
 DH3215.processing techniques.
 DH3215
 DH3215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3215
 DH3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3215
 DH3215.The ellipsoidal height was determined by GPS observations
 DH3215.and is referenced to NAD 83.
 DH3215
 DH3215.The geoid height was determined by GEOID03.
 DH3215
 DH3215;                    North         East     Units Scale Factor Converg.
 DH3215;SPC LA S     -   207,165.194 1,009,916.931   MT  0.99994630   +0 03 05.7
 DH3215;SPC LA S     -   679,674.47  3,313,369.13   sFT  0.99994630   +0 03 05.7
 DH3215;UTM  15      - 3,360,994.337   670,075.063   MT  0.99995686   +0 53 41.9
 DH3215
 DH3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3215!SPC LA S     -   1.00000191  x   0.99994630  =   0.99994821
 DH3215!UTM  15      -   1.00000191  x   0.99995686  =   0.99995877
 DH3215
 DH3215                          SUPERSEDED SURVEY CONTROL
 DH3215
 DH3215.No superseded survey control is available for this station.
 DH3215
 DH3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7007560994(NAD 83)
 DH3215_MARKER: DD = SURVEY DISK
 DH3215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3215_STAMPING: PLMS 22A
 DH3215_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3215+STABILITY: SURFACE MOTION
 DH3215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3215+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 DH3215
 DH3215  HISTORY     - Date     Condition        Report By
 DH3215  HISTORY     - UNK      MONUMENTED       USACE
 DH3215  HISTORY     - 20021230 GOOD             3001
 DH3215
 DH3215                          STATION DESCRIPTION
 DH3215
 DH3215'DESCRIBED BY 3001, INC 2002 (MH)
 DH3215'THE STATION IS LOCATED IN EAST BATON ROUGE PARISH ABOUT 2.34 MILES
 DH3215'NORTH EAST AND  ACROSS RIVER FROM ADDIS, LA, 7.65 MILES SOUTHWEST OF
 DH3215'BATON ROUGE, LA 2.25 MILES SOUTHEAST OF AND ACROSS THE RIVER FROM
 DH3215'BRUSLY, LA
 DH3215' 
 DH3215'OWNERSHIP- COE
 DH3215' 
 DH3215'TO REACH THE STATION FROM THE INTERSECTION OF HWY 23 AND HWY 30, GO
 DH3215'0.35 MILES WEST ON  HWY 23 TO JUNCTION OF HWY 327 AND HWY 991, TURN
 DH3215'RIGHT ON HWY 991 AND GO 6.63 MILES ALONG  HWY 991 AND MARK ON LEFT ON
 DH3215'TOP OF LEVEE.
 DH3215' 
 DH3215'THE STATION IS AN OLD TYPE COE BRASS 2IN ROUND CAP SET IN CONCRETE,
 DH3215'0.8' BELOW GROUND ON  TOP OF LEVEE, STAMPED PLMS 22A 1976, 12.5' EAST
 DH3215'OF CENTERLINE OF LEVEE ROAD ABOUT 150'  WEST OF CENTERLINE OF HWY 991
 DH3215'(RIVER RD) 4' WEST OF L/S CROWN OF LEVEE, 165.4' NORTH OF A LEVEE
 DH3215'STATION MARKER  270.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4063 ***********************************************************************
 BJ4063  DESIGNATION -  27 87
 BJ4063  PID         -  BJ4063
 BJ4063  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4063  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4063
 BJ4063                         *CURRENT SURVEY CONTROL
 BJ4063  ___________________________________________________________________
 BJ4063* NAD 83(1986)-  30 28 54.     (N)    091 07 00.     (W)     SCALED    
 BJ4063* NAVD 88     -        15.907  (meters)      52.19   (feet)  ADJUSTED  
 BJ4063  ___________________________________________________________________
 BJ4063  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4063  DYNAMIC HT  -          15.887 (meters)      52.12  (feet)  COMP
 BJ4063  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ4063
 BJ4063  VERT ORDER  -  SECOND    CLASS II
 BJ4063
 BJ4063.The horizontal coordinates were scaled from a topographic map and have
 BJ4063.an estimated accuracy of +/- 6 seconds.
 BJ4063
 BJ4063.The orthometric height was determined by differential leveling
 BJ4063.and adjusted by the National Geodetic Survey in February 1994..
 BJ4063
 BJ4063.The geoid height was determined by GEOID03.
 BJ4063
 BJ4063.The dynamic height is computed by dividing the NAVD 88
 BJ4063.geopotential number by the normal gravity value computed on the
 BJ4063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4063.degrees latitude (g = 980.6199 gals.).
 BJ4063
 BJ4063.The modeled gravity was interpolated from observed gravity values.
 BJ4063
 BJ4063;                    North         East    Units  Estimated Accuracy
 BJ4063;SPC LA S     -   219,680.    1,020,800.      MT  (+/- 180 meters Scaled)
 BJ4063
 BJ4063                          SUPERSEDED SURVEY CONTROL
 BJ4063
 BJ4063.No superseded survey control is available for this station.
 BJ4063
 BJ4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP807736(NAD 83)
 BJ4063_STAMPING: 27-87 1987
 BJ4063_PROJECTION: FLUSH
 BJ4063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4063+STABILITY: SURFACE MOTION
 BJ4063
 BJ4063  HISTORY     - Date     Condition        Report By
 BJ4063  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4063
 BJ4063                          STATION DESCRIPTION
 BJ4063
 BJ4063'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4063'IN BATON ROUGE.
 BJ4063'ABOUT 6.7 KM (4.15 MI) EASTERLY ON AIRLINE HIGHWAY FROM THE
 BJ4063'INTERSECTION OF AIRLINE HIGHWAY AND SCENIC HIGHWAY TO THE BENCH MARK
 BJ4063'ON THE RIGHT AT THE INTERSECTION OF AIRLINE HIGHWAY AND VICTORIA
 BJ4063'DRIVE 19.2 METERS (63 FT) WEST OF THE WEST CURB OF THE SOUTH BOUND
 BJ4063'LANE OF AIRLINE HIGHWAY, 11.6 METERS (38 FT) SOUTHWEST OF THE SOUTH
 BJ4063'END OF A CROSS DRAIN UNDER VICTORIA DRIVE, 11.0 METERS (36 FT) SOUTH
 BJ4063'OF THE CENTERLINE OF VICTORIA DRIVE.
 BJ4063'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ4063'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0837 ***********************************************************************
 BK0837  DESIGNATION -  27 A 007 LADTD
 BK0837  PID         -  BK0837
 BK0837  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0837  USGS QUAD   -  WELSH SOUTH (1985)
 BK0837
 BK0837                         *CURRENT SURVEY CONTROL
 BK0837  ___________________________________________________________________
 BK0837* NAD 83(1992)-  30 14 47.68311(N)    092 49 47.86805(W)     ADJUSTED  
 BK0837* NAVD 88     -         6.74   (+/-2cm)      22.1  **(feet)  VERTCON   
 BK0837  **This station is located in a subsidence area (see below).
 BK0837  ___________________________________________________________________
 BK0837  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK0837  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0837
 BK0837  HORZ ORDER  -  SECOND
 BK0837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0837
 BK0837.The horizontal coordinates were established by classical geodetic methods
 BK0837.and adjusted by the National Geodetic Survey in January 1993..
 BK0837
 BK0837 ** The orthometric height has not been validated since last determined
 BK0837 ** by differential leveling and should not be used for control purposes.
 BK0837 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0837 ** area with valid NAVD 88 orthometric heights.
 BK0837 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0837 ** epoch indicated which incorporates improved geoid heights for the
 BK0837 ** Southern Louisiana Subsidence area.
 BK0837 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0837.The vertical order pertains to the NGVD 29 superseded value.
 BK0837
 BK0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0837
 BK0837.The geoid height was determined by GEOID03.
 BK0837
 BK0837;                    North         East     Units Scale Factor Converg.
 BK0837;SPC LA S     -   194,539.434   855,967.541   MT  0.99993490   -0 44 54.0
 BK0837;SPC LA S     -   638,251.46  2,808,286.84   sFT  0.99993490   -0 44 54.0
 BK0837;UTM  15      - 3,346,121.004   516,358.959   MT  0.99960330   +0 05 08.3
 BK0837
 BK0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0837!SPC LA S     -   1.00000323  x   0.99993490  =   0.99993813
 BK0837!UTM  15      -   1.00000323  x   0.99960330  =   0.99960653
 BK0837
 BK0837:                Primary Azimuth Mark                     Grid Az
 BK0837:SPC LA S     -  27 A 008 LADTD                           086 06 47.2
 BK0837:UTM  15      -  27 A 008 LADTD                           085 16 44.9
 BK0837
 BK0837|---------------------------------------------------------------------|
 BK0837| PID    Reference Object                     Distance      Geod. Az  |
 BK0837|                                                           dddmmss.s |
 BK0837| BK0836 27 A 008 LADTD                      APPROX. 0.8 KM 0852153.2 |
 BK0837|---------------------------------------------------------------------|
 BK0837
 BK0837                          SUPERSEDED SURVEY CONTROL
 BK0837
 BK0837  NAD 83(1986)-  30 14 47.70379(N)    092 49 47.86254(W) AD(       ) 2
 BK0837  NAD 27      -  30 14 46.95779(N)    092 49 47.33890(W) AD(       ) 2
 BK0837  NGVD 29 (??/??/??)    6.699  (m)           21.98   (f) ADJUSTED    2 0
 BK0837
 BK0837.Superseded values are not recommended for survey control.
 BK0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0837.See file dsdata.txt to determine how the superseded data were derived.
 BK0837
 BK0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1635946121(NAD 83)
 BK0837_MARKER: DD = SURVEY DISK
 BK0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK0837_SP_SET: BRIDGE
 BK0837_STAMPING: 27A007
 BK0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0837
 BK0837  HISTORY     - Date     Condition        Report By
 BK0837  HISTORY     - 1965     MONUMENTED       LADH
 BK0837  HISTORY     - 1969     GOOD             LADTD
 BK0837  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0837
 BK0837                          STATION DESCRIPTION
 BK0837
 BK0837'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK0837'STATION IS SET IN THE SOUTHWEST CORNER OF THE EAST BAYOU
 BK0837'LACASSINE BRIDGE ON THE SOUTH ROADWAY OF INTERSTATE I-10.
 BK0837'STATION IS A STANDARD DISK SET IN THE ROADWAY, IN THE ABUTMENT,
 BK0837'3 FEET NORTH OF THE CURB.  STATION IS STAMPED 27A007.  TO
 BK0837'REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL BANK
 BK0837'IN WELSH, FOLLOW LA. HIGHWAY 99 NORTH FOR 0.63 MILE, THENCE
 BK0837'WEST ALONG INTERSTATE I-10 FOR 0.50 MILE TO STATION ON SOUTH
 BK0837'BRIDGE.
 BK0837'
 BK0837'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK0837
 BK0837                          STATION RECOVERY (1969)
 BK0837
 BK0837'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0837'1.13 MI NW FROM WELSH.
 BK0837'ABOUT 0.63 MILE NORTH ALONG STATE ROUTE 99 FROM THE CALCASIEU MARINE
 BK0837'NATIONAL BANK AT THE CORNER OF SOUTH ADAMS AND EAST SOUTH STREETS IN
 BK0837'WELSH, THENCE 0.50 MILE WEST ALONG I-10, ON THE SOUTH BRIDGE.  THE
 BK0837'STATION IS SET IN THE SOUTHWEST CORNER OF THE EAST BAYOU LACASSINE
 BK0837'BRIDGE ON THE SOUTH ROADWAY OF I-10, 3 FEET NORTH OF THE CURB, ABOUT
 BK0837'LEVEL WITH ROADWAY, DRILLED IN THE ABUTMENT OF THE ROADWAY.  SECTION
 BK0837'25, T9S, R5W.
 BK0837
 BK0837                          STATION RECOVERY (2002)
 BK0837
 BK0837'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 BK0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0836 ***********************************************************************
 BK0836  DESIGNATION -  27 A 008 LADTD
 BK0836  PID         -  BK0836
 BK0836  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0836  USGS QUAD   -  WELSH SOUTH (1985)
 BK0836
 BK0836                         *CURRENT SURVEY CONTROL
 BK0836  ___________________________________________________________________
 BK0836* NAD 83(1992)-  30 14 49.77724(N)    092 49 18.10482(W)     ADJUSTED  
 BK0836* NAVD 88     -        12.03   (+/-2cm)      39.5  **(feet)  VERTCON   
 BK0836  **This station is located in a subsidence area (see below).
 BK0836  ___________________________________________________________________
 BK0836  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BK0836  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0836
 BK0836  HORZ ORDER  -  SECOND
 BK0836  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0836
 BK0836.The horizontal coordinates were established by classical geodetic methods
 BK0836.and adjusted by the National Geodetic Survey in January 1993..
 BK0836
 BK0836 ** The orthometric height has not been validated since last determined
 BK0836 ** by differential leveling and should not be used for control purposes.
 BK0836 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0836 ** area with valid NAVD 88 orthometric heights.
 BK0836 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0836 ** epoch indicated which incorporates improved geoid heights for the
 BK0836 ** Southern Louisiana Subsidence area.
 BK0836 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0836.The vertical order pertains to the NGVD 29 superseded value.
 BK0836
 BK0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0836
 BK0836.The geoid height was determined by GEOID03.
 BK0836
 BK0836;                    North         East     Units Scale Factor Converg.
 BK0836;SPC LA S     -   194,593.546   856,763.986   MT  0.99993495   -0 44 39.1
 BK0836;SPC LA S     -   638,428.99  2,810,899.84   sFT  0.99993495   -0 44 39.1
 BK0836;UTM  15      - 3,346,186.682   517,154.268   MT  0.99960363   +0 05 23.3
 BK0836
 BK0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0836!SPC LA S     -   1.00000240  x   0.99993495  =   0.99993735
 BK0836!UTM  15      -   1.00000240  x   0.99960363  =   0.99960603
 BK0836
 BK0836:                Primary Azimuth Mark                     Grid Az
 BK0836:SPC LA S     -  27 A 007 LADTD                           266 06 47.3
 BK0836:UTM  15      -  27 A 007 LADTD                           265 16 44.9
 BK0836
 BK0836|---------------------------------------------------------------------|
 BK0836| PID    Reference Object                     Distance      Geod. Az  |
 BK0836|                                                           dddmmss.s |
 BK0836| BK0837 27 A 007 LADTD                      APPROX. 0.8 KM 2652208.2 |
 BK0836|---------------------------------------------------------------------|
 BK0836
 BK0836                          SUPERSEDED SURVEY CONTROL
 BK0836
 BK0836  NAD 83(1986)-  30 14 49.79793(N)    092 49 18.09932(W) AD(       ) 2
 BK0836  NAD 27      -  30 14 49.05222(N)    092 49 17.57685(W) AD(       ) 2
 BK0836  NGVD 29 (??/??/??)   11.995  (m)           39.35   (f) ADJUSTED    1 1
 BK0836
 BK0836.Superseded values are not recommended for survey control.
 BK0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0836.See file dsdata.txt to determine how the superseded data were derived.
 BK0836
 BK0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1715446187(NAD 83)
 BK0836_MARKER: DD = SURVEY DISK
 BK0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK0836_SP_SET: ABUTMENT
 BK0836_STAMPING: 27A008
 BK0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0836
 BK0836  HISTORY     - Date     Condition        Report By
 BK0836  HISTORY     - 1965     MONUMENTED       LADH
 BK0836  HISTORY     - 1970     GOOD             NGS
 BK0836
 BK0836                          STATION DESCRIPTION
 BK0836
 BK0836'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK0836'STATION IS SET IN THE NORTHWEST CORNER OF THE LA. HIGHWAY
 BK0836'99 (WELSH) OVERPASS ON INTERSTATE I-10.  STATION IS A STANDARD
 BK0836'DISK SET IN ROADWAY, IN THE ABUTMENT, 3 FEET EAST OF THE CURB.
 BK0836'STATION IS STAMPED 27A008.  TO REACH THIS STATION FROM THE
 BK0836'CALCASIEU MARINE NATIONAL BANK IN WELSH, FOLLOW LA. HIGHWAY
 BK0836'99 NORTH FOR 0.63 MILE TO STATION IN OVERPASS.
 BK0836'
 BK0836'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK0836
 BK0836                          STATION RECOVERY (1970)
 BK0836
 BK0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0836'0.65 MI N FROM WELSH.
 BK0836'ABOUT 0.65 MILES NORTH ALONG STATE HIGHWAY 99 WHICH IS ADAMS STREET
 BK0836'FROM THE CROSSING OF THE HIGHWAY AND THE SOUTHERN PACIFIC RAILWAY AT
 BK0836'WELSH, 11 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BK0836'AND 3 FEET EAST OF THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF
 BK0836'THE STATE HIGHWAY 99 OVERPASS FOR INTERSTATE HIGHWAY 10, 7.5 FEET
 BK0836'SOUTHEAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 BK0836'SECTION 19, T9S, R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2358 ***********************************************************************
 BK2358  DESIGNATION -  27 B 006
 BK2358  PID         -  BK2358
 BK2358  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2358  USGS QUAD   -  JENNINGS (1993)
 BK2358
 BK2358                         *CURRENT SURVEY CONTROL
 BK2358  ___________________________________________________________________
 BK2358* NAD 83(1992)-  30 14 52.87858(N)    092 44 25.90224(W)     ADJUSTED  
 BK2358* NAVD 88     -        15.   **(meters)      49.   **(feet)  SCALED    
 BK2358  **This station is located in a subsidence area (see below).
 BK2358  ___________________________________________________________________
 BK2358  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK2358  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2358  DYNAMIC HT  -          15.3   (meters)      50.    (feet)  COMP
 BK2358  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 BK2358
 BK2358  HORZ ORDER  -  SECOND
 BK2358
 BK2358.The horizontal coordinates were established by classical geodetic methods
 BK2358.and adjusted by the National Geodetic Survey in January 1993..
 BK2358
 BK2358 ** The orthometric height has not been validated since last determined
 BK2358 ** by differential leveling and should not be used for control purposes.
 BK2358 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2358 ** area with valid NAVD 88 orthometric heights.
 BK2358 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2358 ** epoch indicated which incorporates improved geoid heights for the
 BK2358 ** Southern Louisiana Subsidence area.
 BK2358 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2358.The orthometric height was scaled from a topographic map.
 BK2358
 BK2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2358
 BK2358.The geoid height was determined by GEOID03.
 BK2358
 BK2358.The dynamic height is computed by dividing the NAVD 88
 BK2358.geopotential number by the normal gravity value computed on the
 BK2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2358.degrees latitude (g = 980.6199 gals.).
 BK2358
 BK2358.The modeled gravity was interpolated from observed gravity values.
 BK2358
 BK2358;                    North         East     Units Scale Factor Converg.
 BK2358;SPC LA S     -   194,590.341   864,576.086   MT  0.99993501   -0 42 13.0
 BK2358;SPC LA S     -   638,418.48  2,836,530.04   sFT  0.99993501   -0 42 13.0
 BK2358;UTM  15      - 3,346,297.173   524,963.014   MT  0.99960769   +0 07 50.5
 BK2358
 BK2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2358!SPC LA S     -   1.00000189  x   0.99993501  =   0.99993690
 BK2358!UTM  15      -   1.00000189  x   0.99960769  =   0.99960958
 BK2358
 BK2358:                Primary Azimuth Mark                     Grid Az
 BK2358:SPC LA S     -  27B003 LADH 1965                         268 38 26.4
 BK2358:UTM  15      -  27B003 LADH 1965                         267 48 22.9
 BK2358
 BK2358|---------------------------------------------------------------------|
 BK2358| PID    Reference Object                     Distance      Geod. Az  |
 BK2358|                                                           dddmmss.s |
 BK2358| BK2924 27B003 LADH 1965                    APPROX. 3.3 KM 2675613.4 |
 BK2358|---------------------------------------------------------------------|
 BK2358
 BK2358                          SUPERSEDED SURVEY CONTROL
 BK2358
 BK2358  NAD 83(1986)-  30 14 52.89941(N)    092 44 25.89671(W) AD(       ) 2
 BK2358  NAD 27      -  30 14 52.15628(N)    092 44 25.38130(W) AD(       ) 2
 BK2358  NGVD 29 (07/19/86)   15.3    (m)           50.     (f) VERT ANG       
 BK2358
 BK2358.Superseded values are not recommended for survey control.
 BK2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2358.See file dsdata.txt to determine how the superseded data were derived.
 BK2358
 BK2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2496346297(NAD 83)
 BK2358_MARKER: DB = BENCH MARK DISK
 BK2358_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2358_SP_SET: OVERPASS ABUTMENT
 BK2358_STAMPING: 27B006 1965
 BK2358_MARK LOGO: LADH  
 BK2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2358+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BK2358
 BK2358  HISTORY     - Date     Condition        Report By
 BK2358  HISTORY     - 1965     MONUMENTED       LADH
 BK2358  HISTORY     - 1974     GOOD             NGS
 BK2358  HISTORY     - 1982     GOOD             LADTD
 BK2358  HISTORY     - 19970125 GOOD             USPSQD
 BK2358  HISTORY     - 19981016 GOOD             USPSQD
 BK2358  HISTORY     - 20050204 GOOD             USPSQD
 BK2358
 BK2358                          STATION DESCRIPTION
 BK2358
 BK2358'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2358'STATION IS A STANDARD DISK SET IN THE ROADWAY, IN THE ABUTMENT,
 BK2358'3 FEET WEST OF THE CURB, IN THE SOUTHEAST CORNER OF THE LA.
 BK2358'HIGHWAY 395 (ROANOKE) OVERPASS ON INTERSTATE I-10.  STATION
 BK2358'IS STAMPED 27B006.  TO REACH THIS STATION FROM THE CALCASIEU
 BK2358'MARINE NATIONAL BANK IN WELSH, FOLLOW LA. HIGHWAY 99 (NORTH
 BK2358'ADAMS STREET) NORTH FOR 0.63 MILE, THENCE EAST ALONG INTERSTATE
 BK2358'I-10 FOR 5.27 MILES TO STATION ON OVERPASS.
 BK2358'
 BK2358'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2358
 BK2358                          STATION RECOVERY (1974)
 BK2358
 BK2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2358'THE STATION WAS RECOVERED AS DESCRIBED.
 BK2358'
 BK2358'NOTE--A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BK2358'ROANOKE THE DISTANCE BEING (40.62 FEET) OR 12.3812 METERS.
 BK2358'
 BK2358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 BK2358'OF ROANOKE.
 BK2358
 BK2358                          STATION RECOVERY (1982)
 BK2358
 BK2358'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK2358'2.3 KM (1.4 MI) NORTH FROM ROANOKE.
 BK2358'ABOUT 2.3 KM (1.4 MI) NORTH ALONG STATE HIGHWAY 395 FROM THE
 BK2358'INTERSECTION OF US HIGHWAY 90 AND STATE HIGHWAY 395 NEAR THE ROANOKE
 BK2358'WELSH JUNIOR HIGH-SCHOOL IN ROANOKE TO THE MARK ON THE LEFT SET IN A
 BK2358'DRILL HOLE IN THE ABUTMENT NEAR THE NORTHWEST CORNER OF THE OVERPASS
 BK2358'OVER INTERSTATE 10, 3.5 METERS (11.5 FT) WEST OF THE CENTER OF STATE
 BK2358'HIGHWAY 395, 0.9 METER (3 FT) EAST OF A METAL GUARDRAIL, 0.3 METER
 BK2358'(1 FT) NORTH OF A BRIDGE EXPANSION JOINT.
 BK2358'THE MARK IS 2.30 METERS  SE FROM A WITNESS POST.
 BK2358'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 395.
 BK2358
 BK2358                          STATION RECOVERY (1997)
 BK2358
 BK2358'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2358'RECOVERED IN GOOD CONDITION.
 BK2358
 BK2358                          STATION RECOVERY (1998)
 BK2358
 BK2358'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2358'RECOVERED IN GOOD CONDITION.
 BK2358
 BK2358                          STATION RECOVERY (2005)
 BK2358
 BK2358'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK2358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2429 ***********************************************************************
 BK2429  DESIGNATION -  27 B 010
 BK2429  PID         -  BK2429
 BK2429  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2429  USGS QUAD   -  JENNINGS (1993)
 BK2429
 BK2429                         *CURRENT SURVEY CONTROL
 BK2429  ___________________________________________________________________
 BK2429* NAD 83(1992)-  30 14 49.08691(N)    092 40 38.40777(W)     ADJUSTED  
 BK2429* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BK2429  **This station is located in a subsidence area (see below).
 BK2429  ___________________________________________________________________
 BK2429  X           -    -257,589.407 (meters)                     COMP
 BK2429  Y           -  -5,508,477.448 (meters)                     COMP
 BK2429  Z           -   3,194,042.249 (meters)                     COMP
 BK2429  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK2429  ELLIP HEIGHT-         -23.02  (meters)          (01/02/04) GPS OBS
 BK2429  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2429  DYNAMIC HT  -           4.5   (meters)      15.    (feet)  COMP
 BK2429  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 BK2429
 BK2429  HORZ ORDER  -  SECOND
 BK2429  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK2429  ELLP ORDER  -  FOURTH    CLASS II
 BK2429
 BK2429.The horizontal coordinates were established by classical geodetic methods
 BK2429.and adjusted by the National Geodetic Survey in January 1993..
 BK2429
 BK2429 ** The orthometric height has not been validated since last determined
 BK2429 ** by differential leveling and should not be used for control purposes.
 BK2429 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2429 ** area with valid NAVD 88 orthometric heights.
 BK2429 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2429 ** epoch indicated which incorporates improved geoid heights for the
 BK2429 ** Southern Louisiana Subsidence area.
 BK2429 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2429.The orthometric height was scaled from a topographic map.
 BK2429.The vertical order pertains to the first NAVD 88 superseded value.
 BK2429
 BK2429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2429
 BK2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2429
 BK2429.The ellipsoidal height was determined by GPS observations
 BK2429.and is referenced to NAD 83.
 BK2429
 BK2429.The geoid height was determined by GEOID03.
 BK2429
 BK2429.The dynamic height is computed by dividing the NAVD 88
 BK2429.geopotential number by the normal gravity value computed on the
 BK2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2429.degrees latitude (g = 980.6199 gals.).
 BK2429
 BK2429.The modeled gravity was interpolated from observed gravity values.
 BK2429
 BK2429;                    North         East     Units Scale Factor Converg.
 BK2429;SPC LA S     -   194,400.592   870,655.913   MT  0.99993493   -0 40 19.3
 BK2429;SPC LA S     -   637,795.94  2,856,476.94   sFT  0.99993493   -0 40 19.3
 BK2429;UTM  15      - 3,346,196.019   531,042.981   MT  0.99961189   +0 09 45.1
 BK2429
 BK2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2429!SPC LA S     -   1.00000362  x   0.99993493  =   0.99993854
 BK2429!UTM  15      -   1.00000362  x   0.99961189  =   0.99961550
 BK2429
 BK2429:                Primary Azimuth Mark                     Grid Az
 BK2429:SPC LA S     -  27B009 LADH 1965                         266 04 18.7
 BK2429:UTM  15      -  27B009 LADH 1965                         265 14 14.3
 BK2429
 BK2429|---------------------------------------------------------------------|
 BK2429| PID    Reference Object                     Distance      Geod. Az  |
 BK2429|                                                           dddmmss.s |
 BK2429| BK2898 27B009 LADH 1965                    APPROX. 1.1 KM 2652359.4 |
 BK2429|---------------------------------------------------------------------|
 BK2429
 BK2429                          SUPERSEDED SURVEY CONTROL
 BK2429
 BK2429  ELLIP H (01/21/93)  -22.93   (m)                       GP(       ) 4 2
 BK2429  NAD 83(1986)-  30 14 49.10773(N)    092 40 38.40242(W) AD(       ) 2
 BK2429  NAD 27      -  30 14 48.36597(N)    092 40 37.89418(W) AD(       ) 3
 BK2429  NAVD 88 (06/15/91)    4.522  (m)           14.84   (f) UNKNOWN     1 2
 BK2429  NGVD 29 (11/20/87)    4.51   (m)           14.8    (f) LEVELING    3  
 BK2429
 BK2429.Superseded values are not recommended for survey control.
 BK2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2429.See file dsdata.txt to determine how the superseded data were derived.
 BK2429
 BK2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3104346196(NAD 83)
 BK2429_MARKER: DD = SURVEY DISK
 BK2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2429_SP_SET: CONCRETE POST
 BK2429_STAMPING: 27 B 010
 BK2429_MARK LOGO: LADH  
 BK2429_PROJECTION: PROJECTING 5 CENTIMETERS
 BK2429_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2429+STABILITY: SURFACE MOTION
 BK2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2429+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK2429
 BK2429  HISTORY     - Date     Condition        Report By
 BK2429  HISTORY     - 1965     MONUMENTED       LADH
 BK2429  HISTORY     - 1986     GOOD             NGS
 BK2429  HISTORY     - 1987     GOOD             NGS
 BK2429  HISTORY     - 20040427 GOOD             USPSQD
 BK2429
 BK2429                          STATION DESCRIPTION
 BK2429
 BK2429'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2429'STATION IS 0.7 MILE EAST ALONG INTERSTATE I-10 FROM THE MIDDLE
 BK2429'CHENE BAYOU BRIDGE, 302.00 FEET NORTHEAST OF THE NORTHEAST
 BK2429'CORNER OF A DOUBLE CROSS DRAIN UNDER INTERSTATE I-10, 2.40
 BK2429'FEET NORTH OF WITNESS POST, 102.50 FEET NORTH OF THE CENTERLINE
 BK2429'OF THE NORTH ROADWAY OF INTERSTATE I-10 AND 2.00 FEET SOUTH
 BK2429'OF BRACE IN A FENCE RUNNING EAST AND WEST.  STATION IS A
 BK2429'STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BK2429'THE SURFACE OF THE GROUND.  STATION IS STAMPED 27B010.
 BK2429'TO REACH THIS STATION FROM THE U.S. POST OFFICE ON CORNER
 BK2429'OF CARY AVENUE AND PLAQUEMINE STREET IN JENNINGS,
 BK2429'FOLLOW PLAQUEMINE STREET 0.2 MILE EAST TO NORTH CUTTING
 BK2429'AVENUE, THENCE NORTH ALONG CUTTING AVENUE FOR 0.8 MILE TO
 BK2429'LA. HIGHWAY 97, THENCE NORTHEAST ALONG LA. HIGHWAY 97 FOR
 BK2429'1.7 MILE, THENCE WEST ALONG INTERSTATE I-10 FOR 2.9
 BK2429'MILES TO STATION ON NORTH SIDE OF HIGHWAY.
 BK2429'
 BK2429'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2429
 BK2429                          STATION RECOVERY (1986)
 BK2429
 BK2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2429'1.3 KM (0.8 MI) WEST FROM JENNINGS.
 BK2429'1.3 KM (0.8 MI) WEST ALONG INTERSTATE 10 FROM THE OVERPASS OVER STATE
 BK2429'HIGHWAY 26 IN JENNINGS TO THE MARK ON THE RIGHT, JUST EAST OF A
 BK2429'HIGHWAY SIGN (ROANOKE 4--LAKE CHARLES 32), AND AT A RIGHT-OF-WAY
 BK2429'FENCE, 24.69 METERS (81.0 FT) NORTH OF THE NORTH EDGE OF THE
 BK2429'INTERSTATE EMERGENCY LANE, 56.02 METERS (183.8 FT) NORTHEAST OF THE
 BK2429'SOUTH STEEL I-BEAM LEG OF THE ABOVE MENTIONED SIGN, 2.74 METERS (9.0
 BK2429'FT) NORTH-NORTHEAST OF A 6-INCH PINE TREE, 2.74 METERS (9.0 FT)
 BK2429'NORTH-NORTHWEST OF A 4-INCH PINE TREE, 0.76 METER (2.5 FT) SOUTH OF
 BK2429'THE RIGHT-OF0WAY FENCE.
 BK2429'THE MARK IS 0.58 METERS  N FROM  A WITNESS POST
 BK2429'THE MARK IS 0.18 M BELOW I-10.
 BK2429
 BK2429                          STATION RECOVERY (1987)
 BK2429
 BK2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BK2429'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK2429'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BK2429'OBSERVATIONS.
 BK2429'
 BK2429'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 BK2429'NORTHWEST OF JENNINGS AND ON THE NORTH SIDE OF INTERSTATE HIGHWAY
 BK2429'10 AND SOUTH OF A BRACE IN A FENCE RUNNING EAST AND WEST.
 BK2429'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK2429'
 BK2429'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 OVERPASS OVER
 BK2429'STATE HIGHWAY 26 IN JENNINGS, GO WEST ALONG INTERSTATE 10 FOR 1.4
 BK2429'KM (0.9 MI) TO THE STATION ON THE RIGHT ABOUT 60 METERS EAST OF A
 BK2429'ROAD SIGN READING ROANOKE 4 LAKE CHARLES 32.
 BK2429'
 BK2429'THE STATION IS A STANDARD LADH DISK
 BK2429'STAMPED---27B010---,
 BK2429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2429'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK2429'92 METERS (302 FT) NORTHEAST FROM THE NORTHEAST CORNER OF DOUBLE
 BK2429'CATCH BASINS UNDER INTERSTATE 10,
 BK2429'31.2 METERS (102.5 FT) NORTH FROM THE CENTER OF THE WEST BOUND LAND,
 BK2429'0.6 METERS (2 FT) SOUTH FROM A BRACE IN A FENCE RUNNING EAST AND
 BK2429'WEST AND
 BK2429'0.6 METERS (2 FT) NORTH FROM A WITNESS POST WITH SIGN ATTACHED.
 BK2429'
 BK2429'DESCRIBED BY RICHARD COPP, TYPED BY DEW.
 BK2429
 BK2429                          STATION RECOVERY (2004)
 BK2429
 BK2429'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1000 ***********************************************************************
 BK1000  DESIGNATION -  27 B 011 LADTD
 BK1000  PID         -  BK1000
 BK1000  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK1000  USGS QUAD   -  JENNINGS (1993)
 BK1000
 BK1000                         *CURRENT SURVEY CONTROL
 BK1000  ___________________________________________________________________
 BK1000* NAD 83(1992)-  30 14 47.39890(N)    092 39 49.70243(W)     ADJUSTED  
 BK1000* NAVD 88     -        13.83   (+/-2cm)      45.4  **(feet)  VERTCON   
 BK1000  **This station is located in a subsidence area (see below).
 BK1000  ___________________________________________________________________
 BK1000  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK1000  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK1000
 BK1000  HORZ ORDER  -  SECOND
 BK1000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1000
 BK1000.The horizontal coordinates were established by classical geodetic methods
 BK1000.and adjusted by the National Geodetic Survey in January 1993..
 BK1000
 BK1000 ** The orthometric height has not been validated since last determined
 BK1000 ** by differential leveling and should not be used for control purposes.
 BK1000 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1000 ** area with valid NAVD 88 orthometric heights.
 BK1000 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1000 ** epoch indicated which incorporates improved geoid heights for the
 BK1000 ** Southern Louisiana Subsidence area.
 BK1000 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1000.The vertical order pertains to the NGVD 29 superseded value.
 BK1000
 BK1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1000
 BK1000.The geoid height was determined by GEOID03.
 BK1000
 BK1000;                    North         East     Units Scale Factor Converg.
 BK1000;SPC LA S     -   194,333.424   871,957.280   MT  0.99993490   -0 39 54.9
 BK1000;SPC LA S     -   637,575.58  2,860,746.51   sFT  0.99993490   -0 39 54.9
 BK1000;UTM  15      - 3,346,147.829   532,344.768   MT  0.99961291   +0 10 09.7
 BK1000
 BK1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1000!SPC LA S     -   1.00000212  x   0.99993490  =   0.99993702
 BK1000!UTM  15      -   1.00000212  x   0.99961291  =   0.99961503
 BK1000
 BK1000:                Primary Azimuth Mark                     Grid Az
 BK1000:SPC LA S     -  27C001 LADH 1965                         086 45 06.2
 BK1000:UTM  15      -  27C001 LADH 1965                         085 55 01.6
 BK1000
 BK1000|---------------------------------------------------------------------|
 BK1000| PID    Reference Object                     Distance      Geod. Az  |
 BK1000|                                                           dddmmss.s |
 BK1000| BK2906 27C001 LADH 1965                    APPROX. 0.8 KM 0860511.3 |
 BK1000|---------------------------------------------------------------------|
 BK1000
 BK1000                          SUPERSEDED SURVEY CONTROL
 BK1000
 BK1000  NAD 83(1986)-  30 14 47.41972(N)    092 39 49.69684(W) AD(       ) 2
 BK1000  NAD 27      -  30 14 46.67820(N)    092 39 49.19008(W) AD(       ) 2
 BK1000  NGVD 29 (??/??/??)   13.810  (m)           45.31   (f) ADJUSTED    2 0
 BK1000
 BK1000.Superseded values are not recommended for survey control.
 BK1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1000.See file dsdata.txt to determine how the superseded data were derived.
 BK1000
 BK1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3234546148(NAD 83)
 BK1000_MARKER: DD = SURVEY DISK
 BK1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1000_SP_SET: BRIDGE
 BK1000_STAMPING: 27B011
 BK1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1000
 BK1000  HISTORY     - Date     Condition        Report By
 BK1000  HISTORY     - 1965     MONUMENTED       LADH
 BK1000  HISTORY     - 1970     GOOD             LADTD
 BK1000  HISTORY     - 20021211 GOOD             USPSQD
 BK1000  HISTORY     - 20040105 GOOD             USPSQD
 BK1000
 BK1000                          STATION DESCRIPTION
 BK1000
 BK1000'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK1000'STATION IS SET IN THE SOUTHWEST CORNER OF THE SOUTH OVERPASS
 BK1000'OVER LA. HIGHWAY 26 (JENNINGS) ON INTERSTATE I-10.  IT IS A
 BK1000'STANDARD DISK SET IN THE ROADWAY, IN THE ABUTMENT, 3 FEET
 BK1000'NORTH OF THE CURB.  STATION IS STAMPED 27B011.  TO REACH
 BK1000'THIS STATION FROM THE U.S. POST OFFICE IN JENNINGS, FOLLOW
 BK1000'PLAQUEMINE STREET EAST FOR 0.2 MILE TO NORTH CUTTING AVENUE,
 BK1000'THENCE NORTH ALONG NORTH CUTTING AVENUE FOR 0.8 MILE TO LA.
 BK1000'HIGHWAY 97, THENCE NORTHWEST ALONG LA. HIGHWAY 97 FOR 1.7
 BK1000'MILES TO INTERSTATE I-10, THENCE WEST ALONG INTERSTATE I-10
 BK1000'FOR 2.0 MILES TO STATION IN OVERPASS.
 BK1000'
 BK1000'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK1000
 BK1000                          STATION RECOVERY (1970)
 BK1000
 BK1000'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BK1000'2.00 MI NW FROM JENNINGS.
 BK1000'ABOUT 0.3 MILE WEST ALONG PLAQUEMINE AVENUE FROM THE US POST OFFICE AT
 BK1000'JENNINGS, THENCE 1.7 MILES NORTH ALONG STATE ROUTE 26, LOCATED IN THE
 BK1000'SOUTHWEST END OF THE EAST BOUND LANE BRIDGE, 3 FEET NORTH OF THE
 BK1000'GUARDRAIL, 11 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE, 100
 BK1000'FEET WEST OF THE CENTER OF STATE ROUTE 26, 7 FEET NORTHEAST OF A STEEL
 BK1000'WITNESS POST, DRILLED IN ROADWAY.  SECTION 22, T9S, R3W.
 BK1000
 BK1000                          STATION RECOVERY (2002)
 BK1000
 BK1000'RECOVERY NOTE BY US POWER SQUADRON 2002 (MH)
 BK1000'RECOVERED IN GOOD CONDITION.
 BK1000
 BK1000                          STATION RECOVERY (2004)
 BK1000
 BK1000'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0676 ***********************************************************************
 BK0676  DESIGNATION -  27 B 013 RESET
 BK0676  PID         -  BK0676
 BK0676  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0676  USGS QUAD   -  JENNINGS (1993)
 BK0676
 BK0676                         *CURRENT SURVEY CONTROL
 BK0676  ___________________________________________________________________
 BK0676* NAD 83(1992)-  30 13 23.49458(N)    092 39 48.55934(W)     ADJUSTED  
 BK0676* NAVD 88     -         8.   **(meters)      26.   **(feet)  SCALED    
 BK0676  **This station is located in a subsidence area (see below).
 BK0676  ___________________________________________________________________
 BK0676  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK0676  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0676  DYNAMIC HT  -           7.5   (meters)      25.    (feet)  COMP
 BK0676  MODELED GRAV-     979,307.7   (mgal)                       NAVD 88
 BK0676
 BK0676  HORZ ORDER  -  THIRD
 BK0676  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0676
 BK0676.The horizontal coordinates were established by classical geodetic methods
 BK0676.and adjusted by the National Geodetic Survey in January 1993..
 BK0676.No horizontal observational check was made to the station.
 BK0676
 BK0676 ** The orthometric height has not been validated since last determined
 BK0676 ** by differential leveling and should not be used for control purposes.
 BK0676 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0676 ** area with valid NAVD 88 orthometric heights.
 BK0676 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0676 ** epoch indicated which incorporates improved geoid heights for the
 BK0676 ** Southern Louisiana Subsidence area.
 BK0676 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0676.The orthometric height was scaled from a topographic map.
 BK0676.The vertical order pertains to the first NAVD 88 superseded value.
 BK0676
 BK0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0676
 BK0676.The geoid height was determined by GEOID03.
 BK0676
 BK0676.The dynamic height is computed by dividing the NAVD 88
 BK0676.geopotential number by the normal gravity value computed on the
 BK0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0676.degrees latitude (g = 980.6199 gals.).
 BK0676
 BK0676.The modeled gravity was interpolated from observed gravity values.
 BK0676
 BK0676;                    North         East     Units Scale Factor Converg.
 BK0676;SPC LA S     -   191,749.711   871,957.847   MT  0.99993324   -0 39 54.3
 BK0676;SPC LA S     -   629,098.84  2,860,748.37   sFT  0.99993324   -0 39 54.3
 BK0676;UTM  15      - 3,343,565.228   532,382.955   MT  0.99961294   +0 10 09.8
 BK0676
 BK0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0676!SPC LA S     -   1.00000310  x   0.99993324  =   0.99993634
 BK0676!UTM  15      -   1.00000310  x   0.99961294  =   0.99961604
 BK0676
 BK0676                          SUPERSEDED SURVEY CONTROL
 BK0676
 BK0676  NAD 83(1986)-  30 13 23.51536(N)    092 39 48.55354(W) AD(       ) 3
 BK0676  NAD 27      -  30 13 22.77147(N)    092 39 48.04631(W) AD(       ) 3
 BK0676  NAVD 88 (06/15/91)    7.548  (m)           24.76   (f) UNKNOWN     1 2
 BK0676  NGVD 29 (??/??/??)    7.55   (m)           24.8    (f) RESET       3  
 BK0676
 BK0676.Superseded values are not recommended for survey control.
 BK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0676.See file dsdata.txt to determine how the superseded data were derived.
 BK0676
 BK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3238343565(NAD 83)
 BK0676_MARKER: DS = TRIANGULATION STATION DISK
 BK0676_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BK0676+WITH SETTING: INTO GROUND
 BK0676_SP_SET: METAL ROD WITH BASE PLATE
 BK0676_STAMPING: 27 B 013 RESET 1972
 BK0676_MARK LOGO: NGS   
 BK0676_PROJECTION: RECESSED 5 CENTIMETERS
 BK0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0676+STABILITY: SURFACE MOTION
 BK0676_ROD/PIPE-DEPTH: 1.2  meters
 BK0676
 BK0676  HISTORY     - Date     Condition        Report By
 BK0676  HISTORY     - 1972     MONUMENTED       NGS
 BK0676  HISTORY     - 1986     GOOD             NGS
 BK0676
 BK0676                          STATION DESCRIPTION
 BK0676
 BK0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK0676'IN JENNINGS.
 BK0676'LOCATED 0.3 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BK0676'THE STATION IN JENNINGS, THENCE SOUTH ALONG STATE HIGHWAY 26 FOR 100
 BK0676'YARDS TO ITS INTERSECTION WITH NEZPIQUE AVE. ON THE PROPERTY OWNED BY
 BK0676'MRS ALBERTA MORGAN BURNS ESQ.  IT IS 108 FEET SOUTH OF THE CENTER OF
 BK0676'NEZPIQUES AVE, 32.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 26 (LAKE
 BK0676'ARTHUR AVE), 2 FEET WEST OF A CYCLONE FENCE, 4.6 FEET NORTH OF THE
 BK0676'NORTH EDGE OF THE CONCRETE DRIVEWAY TO THE BURNS HOUSE, 29.5 FEET
 BK0676'NORTHEAST OF THE NORTH ONE OF TWO 4-FOOT OAK TREES, 6.5 FEET SOUTH OF
 BK0676'THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE.  IT IS A BENCH
 BK0676'MARK DISK ON THE TOP OF A FOUR FOOT SECTION OF COPPER WELD ROD
 BK0676'FASTENED TO A 10-INCH SQUARE IRON PLATE ENCASED IN A 4-INCH PLASTICE
 BK0676'PIPE REENFORCED WITH CONCRETE.  IT IS FLUSH WITH THE LAWN.
 BK0676
 BK0676                          STATION RECOVERY (1986)
 BK0676
 BK0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0676'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BK0676'CYCLONE FENCE MENTIONED THEREIN NO LONGER EXIST.  NOTE THE WEST
 BK0676'PORTION OF THE DISK HAS BEEN STRUCK AND SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0494 ***********************************************************************
 CQ0494  DESIGNATION -  27 BOLT
 CQ0494  PID         -  CQ0494
 CQ0494  STATE/COUNTY-  LA/OUACHITA
 CQ0494  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0494
 CQ0494                         *CURRENT SURVEY CONTROL
 CQ0494  ___________________________________________________________________
 CQ0494* NAD 83(1986)-  32 29 58.     (N)    092 06 59.     (W)     SCALED    
 CQ0494* NAVD 88     -        23.72   (+/-2cm)      77.8    (feet)  VERTCON   
 CQ0494  ___________________________________________________________________
 CQ0494  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0494
 CQ0494  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0494
 CQ0494.The horizontal coordinates were scaled from a topographic map and have
 CQ0494.an estimated accuracy of +/- 6 seconds.
 CQ0494
 CQ0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0494.The vertical order pertains to the NGVD 29 superseded value.
 CQ0494
 CQ0494.The geoid height was determined by GEOID03.
 CQ0494
 CQ0494;                    North         East    Units  Estimated Accuracy
 CQ0494;SPC LA N     -   221,760.    1,036,050.      MT  (+/- 180 meters Scaled)
 CQ0494
 CQ0494                          SUPERSEDED SURVEY CONTROL
 CQ0494
 CQ0494  NGVD 29 (??/??/??)   23.766  (m)           77.97   (f) ADJUSTED    1 2
 CQ0494
 CQ0494.Superseded values are not recommended for survey control.
 CQ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0494.See file dsdata.txt to determine how the superseded data were derived.
 CQ0494
 CQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR830961(NAD 83)
 CQ0494_MARKER: B = BOLT
 CQ0494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0494_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0494
 CQ0494  HISTORY     - Date     Condition        Report By
 CQ0494  HISTORY     - UNK      MONUMENTED       DOD
 CQ0494  HISTORY     - 1966     GOOD             CGS
 CQ0494  HISTORY     - 1969     GOOD             CGS
 CQ0494  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ0494
 CQ0494                          STATION DESCRIPTION
 CQ0494
 CQ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0494'0.8 MI W FROM MONROE.
 CQ0494'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0494'STATION AT MONROE, THENCE 0.2 MILE SOUTH ALONG SOUTH GRAND STREET, IN
 CQ0494'SECTION 36, T 18 N, R 3 E, NEAR THE NORTHWEST CORNER OF THE COURTHOUSE
 CQ0494'LAWN, 99 FEET SOUTHWEST OF THE WEST CORNER OF THE COURTHOUSE, 73 FEET
 CQ0494'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK ALONG WOOD STREET, 30
 CQ0494'1/2 FEET SOUTHEAST OF AN 18-INCH LIVE OAK TREE, 12 FEET NORTHEAST OF
 CQ0494'THE NORTHEAST EDGE OF A SIDEWALK ALONG SOUTH GRAND STREET, ABOUT LEVEL
 CQ0494'WITH THE SIDEWALK, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 CQ0494'ABOUT 4 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CQ0494'IRON PIPE WHICH BEARS A BRASS CAP AND IS ABOUT LEVEL WITH THE SURFACE
 CQ0494'OF THE GROUND.
 CQ0494
 CQ0494                          STATION RECOVERY (1969)
 CQ0494
 CQ0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0494'RECOVERED IN GOOD CONDITION.
 CQ0494
 CQ0494                          STATION RECOVERY (2003)
 CQ0494
 CQ0494'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEC)
 CQ0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2420 ***********************************************************************
 BJ2420  DESIGNATION -  27 BOLT
 BJ2420  PID         -  BJ2420
 BJ2420  STATE/COUNTY-  LA/ST MARTIN
 BJ2420  USGS QUAD   -  COW BAYOU (1992)
 BJ2420
 BJ2420                         *CURRENT SURVEY CONTROL
 BJ2420  ___________________________________________________________________
 BJ2420* NAD 83(1986)-  30 16 17.     (N)    091 35 25.     (W)     SCALED    
 BJ2420* NAVD 88     -         2.53   (+/-2cm)       8.3    (feet)  VERTCON   
 BJ2420  ___________________________________________________________________
 BJ2420  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2420
 BJ2420  VERT ORDER  -  ? (See Below)
 BJ2420
 BJ2420.The horizontal coordinates were scaled from a topographic map and have
 BJ2420.an estimated accuracy of +/- 6 seconds.
 BJ2420
 BJ2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2420.The vertical order pertains to the NGVD 29 superseded value.
 BJ2420
 BJ2420.The geoid height was determined by GEOID03.
 BJ2420
 BJ2420;                    North         East    Units  Estimated Accuracy
 BJ2420;SPC LA S     -   196,380.      975,280.      MT  (+/- 180 meters Scaled)
 BJ2420
 BJ2420                          SUPERSEDED SURVEY CONTROL
 BJ2420
 BJ2420  NGVD 29 (??/??/??)    2.549  (m)            8.36   (f) ADJUSTED    ?  
 BJ2420
 BJ2420.Superseded values are not recommended for survey control.
 BJ2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2420.See file dsdata.txt to determine how the superseded data were derived.
 BJ2420
 BJ2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP356496(NAD 83)
 BJ2420_MARKER: B = BOLT
 BJ2420_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2420_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2420
 BJ2420  HISTORY     - Date     Condition        Report By
 BJ2420  HISTORY     - UNK      MONUMENTED       DOD
 BJ2420  HISTORY     - 1933     GOOD             DOD
 BJ2420  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2420
 BJ2420                          STATION DESCRIPTION
 BJ2420
 BJ2420'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2420'7.7 MI SE FROM BUTTE LA ROSE.
 BJ2420'7.7 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2420'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 2-1/4 MILES
 BJ2420'NORTHWEST OF BIG TENSAS BAYOU, AT THE SOUTHEAST END OF SEC. 7, T. 9
 BJ2420'S., R. 9 E., ABOUT 1,550 FEET BELOW THE JACK KEITH RESIDENCE AT THE
 BJ2420'FOOT OF WHISKEY BAY, ABOUT 500 FEET ABOVE A PROMINENT BEND IN THE
 BJ2420'RIVER, DIRECTLY OPPOSITE A LONE 30-INCH CYPRESS TREE STANDING 112 FEET
 BJ2420'EAST OF THE EAST BANK OF THE RIVER, 264 FEET WEST OF THE WEST BANK,
 BJ2420'101.6 FEET NORTHWEST OF P.B.M. WHISKEY BAY (U.S.E.), DESCRIBED ABOVE,
 BJ2420'58.8 FEET WEST OF A TRIANGULAR-BLAZED 20-INCH WILLOW TREE, 50.2 FEET
 BJ2420'NORTH OF A TRIANGULAR-BLAZED 14-INCH CYPRESS TREE, 17 FEET EAST OF A
 BJ2420'TRIANGULAR-BLAZED 4-INCH COTTONWOOD TREE, 9.8 FEET NORTH OF A BLAZED
 BJ2420'4-INCH ASH TREE, AND NEAR A 6-INCH IRON PIPE PROJECTING ABOUT 4 FEET
 BJ2420'ABOVE GROUND.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET
 BJ2420'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE AND BEARING
 BJ2420'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2420
 BJ2420                          STATION RECOVERY (1953)
 BJ2420
 BJ2420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0493 ***********************************************************************
 CQ0493  DESIGNATION -  27 CAP
 CQ0493  PID         -  CQ0493
 CQ0493  STATE/COUNTY-  LA/OUACHITA
 CQ0493  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0493
 CQ0493                         *CURRENT SURVEY CONTROL
 CQ0493  ___________________________________________________________________
 CQ0493* NAD 83(1986)-  32 29 58.     (N)    092 06 59.     (W)     SCALED    
 CQ0493* NAVD 88     -        24.95   (+/-2cm)      81.9    (feet)  VERTCON   
 CQ0493  ___________________________________________________________________
 CQ0493  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0493
 CQ0493  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0493
 CQ0493.The horizontal coordinates were scaled from a topographic map and have
 CQ0493.an estimated accuracy of +/- 6 seconds.
 CQ0493
 CQ0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0493.The vertical order pertains to the NGVD 29 superseded value.
 CQ0493
 CQ0493.The geoid height was determined by GEOID03.
 CQ0493
 CQ0493;                    North         East    Units  Estimated Accuracy
 CQ0493;SPC LA N     -   221,760.    1,036,050.      MT  (+/- 180 meters Scaled)
 CQ0493
 CQ0493                          SUPERSEDED SURVEY CONTROL
 CQ0493
 CQ0493  NGVD 29 (??/??/??)   25.001  (m)           82.02   (f) ADJUSTED    1 2
 CQ0493
 CQ0493.Superseded values are not recommended for survey control.
 CQ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0493.See file dsdata.txt to determine how the superseded data were derived.
 CQ0493
 CQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR830961(NAD 83)
 CQ0493_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0493_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0493_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0493
 CQ0493  HISTORY     - Date     Condition        Report By
 CQ0493  HISTORY     - UNK      MONUMENTED       DOD
 CQ0493  HISTORY     - 1966     GOOD             CGS
 CQ0493  HISTORY     - 1969     GOOD             CGS
 CQ0493  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ0493
 CQ0493                          STATION DESCRIPTION
 CQ0493
 CQ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0493'0.8 MI W FROM MONROE.
 CQ0493'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0493'STATION AT MONROE, THENCE 0.2 MILE SOUTH ALONG SOUTH GRAND STREET, IN
 CQ0493'SECTION 36, T 18 N, R 3 E, NEAR THE NORTHWEST CORNER OF THE COURTHOUSE
 CQ0493'LAWN, 99 FEET SOUTHWEST OF THE WEST CORNER OF THE COURTHOUSE, 73 FEET
 CQ0493'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK ALONG WOOD STREET, 30
 CQ0493'1/2 FEET SOUTHEAST OF AN 18-INCH LIVE OAK TREE, 12 FEET NORTHEAST OF
 CQ0493'THE NORTHEAST EDGE OF A SIDEWALK ALONG SOUTH GRAND STREET, ABOUT LEVEL
 CQ0493'WITH THE SIDEWALK A 4-INCH IRON PIPE WHICH BEARS A BRASS CAP AND IS
 CQ0493'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CQ0493
 CQ0493                          STATION RECOVERY (1969)
 CQ0493
 CQ0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0493'RECOVERED IN GOOD CONDITION.
 CQ0493
 CQ0493                          STATION RECOVERY (2003)
 CQ0493
 CQ0493'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEC)
 CQ0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2419 ***********************************************************************
 BJ2419  DESIGNATION -  27 CAP
 BJ2419  PID         -  BJ2419
 BJ2419  STATE/COUNTY-  LA/ST MARTIN
 BJ2419  USGS QUAD   -  COW BAYOU (1992)
 BJ2419
 BJ2419                         *CURRENT SURVEY CONTROL
 BJ2419  ___________________________________________________________________
 BJ2419* NAD 83(1986)-  30 16 17.     (N)    091 35 25.     (W)     SCALED    
 BJ2419* NAVD 88     -         3.75   (+/-2cm)      12.3    (feet)  VERTCON   
 BJ2419  ___________________________________________________________________
 BJ2419  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2419
 BJ2419  VERT ORDER  -  ? (See Below)
 BJ2419
 BJ2419.The horizontal coordinates were scaled from a topographic map and have
 BJ2419.an estimated accuracy of +/- 6 seconds.
 BJ2419
 BJ2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2419.The vertical order pertains to the NGVD 29 superseded value.
 BJ2419
 BJ2419.The geoid height was determined by GEOID03.
 BJ2419
 BJ2419;                    North         East    Units  Estimated Accuracy
 BJ2419;SPC LA S     -   196,380.      975,280.      MT  (+/- 180 meters Scaled)
 BJ2419
 BJ2419                          SUPERSEDED SURVEY CONTROL
 BJ2419
 BJ2419  NGVD 29 (??/??/??)    3.760  (m)           12.34   (f) ADJUSTED    ?  
 BJ2419
 BJ2419.Superseded values are not recommended for survey control.
 BJ2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2419.See file dsdata.txt to determine how the superseded data were derived.
 BJ2419
 BJ2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP356496(NAD 83)
 BJ2419_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2419
 BJ2419  HISTORY     - Date     Condition        Report By
 BJ2419  HISTORY     - UNK      MONUMENTED       DOD
 BJ2419  HISTORY     - 1933     GOOD             DOD
 BJ2419  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2419
 BJ2419                          STATION DESCRIPTION
 BJ2419
 BJ2419'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2419'7.7 MI SE FROM BUTTE LA ROSE.
 BJ2419'7.7 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2419'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 2-1/4 MILES
 BJ2419'NORTHWEST OF BIG TENSAS BAYOU, AT THE SOUTHEAST END OF SEC. 7, T. 9
 BJ2419'S., R. 9 E., ABOUT 1,550 FEET BELOW THE JACK KEITH RESIDENCE AT THE
 BJ2419'FOOT OF WHISKEY BAY, ABOUT 500 FEET ABOVE A PROMINENT BEND IN THE
 BJ2419'RIVER, DIRECTLY OPPOSITE A LONG 30-INCH CYPRESS TREE STANDING 112 FEET
 BJ2419'EAST OF THE EAST BANK OF THE RIVER, 264 FEET WEST OF THE WEST BANK,
 BJ2419'101.6 FEET NORTHWEST OF P.B.M. WHISKEY BAY (U.S.E.), DESCRIBED ABOVE,
 BJ2419'58.8 FEET WEST OF A TRIANGULAR-BLAZED 20-INCH WILLOW TREE, 50.2 FEET
 BJ2419'NORTH OF A TRIANGULAR-BLAZED 14-INCH CYPRESS TREE, 17 FEET EAST OF A
 BJ2419'TRIANGULAR-BLAZED 4-INCH COTTONWOOD TREE, 9.8 FEET NORTH OF A BLAZED
 BJ2419'4-INCH ASH TREE, AND NEAR A 6-INCH IRON PIPE PROJECTING ABOUT 4 FEET
 BJ2419'ABOVE GROUND.  AN IRON PIPE AND BEARING A CORPS OF ENGINEERS, U.S.
 BJ2419'ARMY, STANDARD CAP.
 BJ2419
 BJ2419                          STATION RECOVERY (1953)
 BJ2419
 BJ2419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1013 ***********************************************************************
 BK1013  DESIGNATION -  27 V 124
 BK1013  PID         -  BK1013
 BK1013  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK1013  USGS QUAD   -  ELTON (1994)
 BK1013
 BK1013                         *CURRENT SURVEY CONTROL
 BK1013  ___________________________________________________________________
 BK1013* NAD 83(1986)-  30 26 12.     (N)    092 40 18.     (W)     SCALED    
 BK1013* NAVD 88     -        14.192  (meters)      46.56   (feet)  ADJUSTED  
 BK1013  ___________________________________________________________________
 BK1013  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK1013  DYNAMIC HT  -          14.174 (meters)      46.50  (feet)  COMP
 BK1013  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 BK1013
 BK1013  VERT ORDER  -  SECOND    CLASS 0
 BK1013
 BK1013.The horizontal coordinates were scaled from a topographic map and have
 BK1013.an estimated accuracy of +/- 6 seconds.
 BK1013
 BK1013.The orthometric height was determined by differential leveling
 BK1013.and adjusted by the National Geodetic Survey in February 1994..
 BK1013
 BK1013.The geoid height was determined by GEOID03.
 BK1013
 BK1013.The dynamic height is computed by dividing the NAVD 88
 BK1013.geopotential number by the normal gravity value computed on the
 BK1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1013.degrees latitude (g = 980.6199 gals.).
 BK1013
 BK1013.The modeled gravity was interpolated from observed gravity values.
 BK1013
 BK1013;                    North         East    Units  Estimated Accuracy
 BK1013;SPC LA S     -   215,420.      871,450.      MT  (+/- 180 meters Scaled)
 BK1013
 BK1013                          SUPERSEDED SURVEY CONTROL
 BK1013
 BK1013  NGVD 29 (??/??/??)   14.140  (m)           46.39   (f) ADJUSTED    2 0
 BK1013
 BK1013.Superseded values are not recommended for survey control.
 BK1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1013.See file dsdata.txt to determine how the superseded data were derived.
 BK1013
 BK1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315672(NAD 83)
 BK1013_MARKER: DB = BENCH MARK DISK
 BK1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1013_SP_SET: CONCRETE POST
 BK1013_STAMPING: 27V124 1970
 BK1013_MARK LOGO: LADH  
 BK1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1013+STABILITY: SURFACE MOTION
 BK1013
 BK1013  HISTORY     - Date     Condition        Report By
 BK1013  HISTORY     - 1970     MONUMENTED       LADH
 BK1013  HISTORY     - 1982     GOOD             LADH
 BK1013  HISTORY     - 19961204 GOOD             USPSQD
 BK1013  HISTORY     - 19981016 GOOD             USPSQD
 BK1013  HISTORY     - 20041203 GOOD             USPSQD
 BK1013
 BK1013                          STATION DESCRIPTION
 BK1013
 BK1013'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BK1013'3.30 MI SE FROM ELTON.
 BK1013'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1013'DRYERS EAST OF ELTON, THENCE 3.20 MILES SOUTH ALONG STATE ROUTE 26,
 BK1013'110 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 107 FEET NORTHEAST OF
 BK1013'THE NORTHEAST CORNER OF A WOOD FRAME HOUSE BELONGING TO A MR. MARVIN
 BK1013'MANUEL, 0.5 FEET SOUTH OF A 4 STRAND BARBED WIRE FENCE, 32 FEET
 BK1013'NORTHEAST OF A SERVICE POLE LOCATED IN THE YARD OF MR. MANUAL, 1.2
 BK1013'FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH ROADWAY, SET IN
 BK1013'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. SECTION 16, T7S, R3W.
 BK1013
 BK1013                          STATION RECOVERY (1982)
 BK1013
 BK1013'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1982
 BK1013'RECOVERED IN GOOD CONDITION.
 BK1013
 BK1013                          STATION RECOVERY (1996)
 BK1013
 BK1013'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1013'RECOVERED IN GOOD CONDITION.
 BK1013
 BK1013                          STATION RECOVERY (1998)
 BK1013
 BK1013'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1013'RECOVERED IN GOOD CONDITION.
 BK1013
 BK1013                          STATION RECOVERY (2004)
 BK1013
 BK1013'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1014 ***********************************************************************
 BK1014  DESIGNATION -  27 V 125
 BK1014  PID         -  BK1014
 BK1014  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK1014  USGS QUAD   -  ELTON (1994)
 BK1014
 BK1014                         *CURRENT SURVEY CONTROL
 BK1014  ___________________________________________________________________
 BK1014* NAD 83(1986)-  30 27 11.     (N)    092 40 16.     (W)     SCALED    
 BK1014* NAVD 88     -        14.517  (meters)      47.63   (feet)  ADJUSTED  
 BK1014  ___________________________________________________________________
 BK1014  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK1014  DYNAMIC HT  -          14.498 (meters)      47.57  (feet)  COMP
 BK1014  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 BK1014
 BK1014  VERT ORDER  -  SECOND    CLASS 0
 BK1014
 BK1014.The horizontal coordinates were scaled from a topographic map and have
 BK1014.an estimated accuracy of +/- 6 seconds.
 BK1014
 BK1014.The orthometric height was determined by differential leveling
 BK1014.and adjusted by the National Geodetic Survey in February 1994..
 BK1014
 BK1014.The geoid height was determined by GEOID03.
 BK1014
 BK1014.The dynamic height is computed by dividing the NAVD 88
 BK1014.geopotential number by the normal gravity value computed on the
 BK1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1014.degrees latitude (g = 980.6199 gals.).
 BK1014
 BK1014.The modeled gravity was interpolated from observed gravity values.
 BK1014
 BK1014;                    North         East    Units  Estimated Accuracy
 BK1014;SPC LA S     -   217,240.      871,520.      MT  (+/- 180 meters Scaled)
 BK1014
 BK1014                          SUPERSEDED SURVEY CONTROL
 BK1014
 BK1014  NGVD 29 (??/??/??)   14.469  (m)           47.47   (f) ADJUSTED    2 0
 BK1014
 BK1014.Superseded values are not recommended for survey control.
 BK1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1014.See file dsdata.txt to determine how the superseded data were derived.
 BK1014
 BK1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315690(NAD 83)
 BK1014_MARKER: DB = BENCH MARK DISK
 BK1014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK1014_SP_SET: CULVERT HEADWALL
 BK1014_STAMPING: 27V125 1970
 BK1014_MARK LOGO: LADH  
 BK1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1014+STABILITY: SURFACE MOTION
 BK1014
 BK1014  HISTORY     - Date     Condition        Report By
 BK1014  HISTORY     - 1970     MONUMENTED       LADH
 BK1014  HISTORY     - 1982     GOOD             LADH
 BK1014  HISTORY     - 19961204 GOOD             USPSQD
 BK1014  HISTORY     - 19981016 GOOD             USPSQD
 BK1014  HISTORY     - 20041203 GOOD             USPSQD
 BK1014
 BK1014                          STATION DESCRIPTION
 BK1014
 BK1014'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BK1014'2.15 MI SE FROM ELTON.
 BK1014'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1014'DRYERS EAST OF ELTON, THENCE 2.05 MILES SOUTH ALONG STATE ROUTE 26, 47
 BK1014'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 44 FEET SOUTH OF THE
 BK1014'CENTERLINE OF A PARISH GRAVELED ROAD, LOCATED IN THE WEST HEADWALL OF
 BK1014'A RICE FLUME UNDER THE HIGHWAY, 0.5 FEET WEST OF A 3 STRAND BARBED
 BK1014'WIRE FENCE, 24 FEET SOUTHWEST OF THE WEST END OF A 24 INCH CONCRETE
 BK1014'PIPE HEADWALL, 1.5 FEET NORTH OF A STEEL WITNESS POST, 2 FEET ABOVE
 BK1014'HIGHWAY, DRILLED IN HEADWALL.  SECTION 16, T7S, R3W.
 BK1014
 BK1014                          STATION RECOVERY (1982)
 BK1014
 BK1014'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1982
 BK1014'RECOVERED IN GOOD CONDITION.
 BK1014
 BK1014                          STATION RECOVERY (1996)
 BK1014
 BK1014'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1014'RECOVERED IN GOOD CONDITION.
 BK1014
 BK1014                          STATION RECOVERY (1998)
 BK1014
 BK1014'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1014'RECOVERED IN GOOD CONDITION.
 BK1014
 BK1014                          STATION RECOVERY (2004)
 BK1014
 BK1014'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1015 ***********************************************************************
 BK1015  DESIGNATION -  27 V 126 LADTD
 BK1015  PID         -  BK1015
 BK1015  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK1015  USGS QUAD   -  ELTON (1994)
 BK1015
 BK1015                         *CURRENT SURVEY CONTROL
 BK1015  ___________________________________________________________________
 BK1015* NAD 83(1986)-  30 28 04.     (N)    092 40 16.     (W)     SCALED    
 BK1015* NAVD 88     -        15.47   (+/-2cm)      50.8    (feet)  VERTCON   
 BK1015  ___________________________________________________________________
 BK1015  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK1015
 BK1015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1015
 BK1015.The horizontal coordinates were scaled from a topographic map and have
 BK1015.an estimated accuracy of +/- 6 seconds.
 BK1015
 BK1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1015.The vertical order pertains to the NGVD 29 superseded value.
 BK1015
 BK1015.The geoid height was determined by GEOID03.
 BK1015
 BK1015;                    North         East    Units  Estimated Accuracy
 BK1015;SPC LA S     -   218,870.      871,540.      MT  (+/- 180 meters Scaled)
 BK1015
 BK1015                          SUPERSEDED SURVEY CONTROL
 BK1015
 BK1015  NGVD 29 (??/??/??)   15.420  (m)           50.59   (f) ADJUSTED    2 0
 BK1015
 BK1015.Superseded values are not recommended for survey control.
 BK1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1015.See file dsdata.txt to determine how the superseded data were derived.
 BK1015
 BK1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315706(NAD 83)
 BK1015_MARKER: DD = SURVEY DISK
 BK1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1015_SP_SET: CULVERT
 BK1015_STAMPING: 27V126 1970
 BK1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1015
 BK1015  HISTORY     - Date     Condition        Report By
 BK1015  HISTORY     - 1970     MONUMENTED       LADTD
 BK1015  HISTORY     - 19961204 GOOD             USPSQD
 BK1015  HISTORY     - 19981016 GOOD             USPSQD
 BK1015  HISTORY     - 20041203 GOOD             USPSQD
 BK1015
 BK1015                          STATION DESCRIPTION
 BK1015
 BK1015'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1015'1.05 MI SE FROM ELTON.
 BK1015'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK1015'DRYERS EAST OF ELTON, THENCE 0.95 MILES SOUTH ALONG STATE ROUTE 26, 53
 BK1015'FEET EAST OF THE CENTERLINE OF LA. 26, 22 FEET NORTH OF THE CENTERLINE
 BK1015'OF A PARISH GRAVELED ROAD LEADING EAST, LOCATED IN THE NORTH END OF A
 BK1015'RICE FLUME HEADWALL UNDER THE PARISH ROAD, 17 FEET WEST OF A POWER
 BK1015'POLE, 18 FEET SOUTHEAST OF A TELEPHONE POLE, 0.9 FEET EAST OF A STEEL
 BK1015'WITNESS POST, 2 FEET ABOVE HIGHWAY, DRILLED IN HEADWALL. SECTION 3,
 BK1015'T7S, R3W.
 BK1015
 BK1015                          STATION RECOVERY (1996)
 BK1015
 BK1015'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1015'RECOVERED IN GOOD CONDITION.
 BK1015
 BK1015                          STATION RECOVERY (1998)
 BK1015
 BK1015'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1015'RECOVERED IN GOOD CONDITION.
 BK1015
 BK1015                          STATION RECOVERY (2004)
 BK1015
 BK1015'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0769 ***********************************************************************
 BK0769  DESIGNATION -  27 V 127 LADTD
 BK0769  PID         -  BK0769
 BK0769  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0769  USGS QUAD   -  ELTON (1994)
 BK0769
 BK0769                         *CURRENT SURVEY CONTROL
 BK0769  ___________________________________________________________________
 BK0769* NAD 83(1986)-  30 28 55.     (N)    092 39 12.     (W)     SCALED    
 BK0769* NAVD 88     -        14.70   (+/-2cm)      48.2    (feet)  VERTCON   
 BK0769  ___________________________________________________________________
 BK0769  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK0769
 BK0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0769
 BK0769.The horizontal coordinates were scaled from a topographic map and have
 BK0769.an estimated accuracy of +/- 6 seconds.
 BK0769
 BK0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0769.The vertical order pertains to the NGVD 29 superseded value.
 BK0769
 BK0769.The geoid height was determined by GEOID03.
 BK0769
 BK0769;                    North         East    Units  Estimated Accuracy
 BK0769;SPC LA S     -   220,420.      873,270.      MT  (+/- 180 meters Scaled)
 BK0769
 BK0769                          SUPERSEDED SURVEY CONTROL
 BK0769
 BK0769  NGVD 29 (??/??/??)   14.642  (m)           48.04   (f) ADJUSTED    2 0
 BK0769
 BK0769.Superseded values are not recommended for survey control.
 BK0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0769.See file dsdata.txt to determine how the superseded data were derived.
 BK0769
 BK0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP332722(NAD 83)
 BK0769_MARKER: DD = SURVEY DISK
 BK0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0769_STAMPING: 27V127 1970
 BK0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0769+STABILITY: SURFACE MOTION
 BK0769
 BK0769  HISTORY     - Date     Condition        Report By
 BK0769  HISTORY     - 1970     MONUMENTED       LADTD
 BK0769  HISTORY     - 1983     MARK NOT FOUND   USGS
 BK0769  HISTORY     - 19970125 MARK NOT FOUND   USPSQD
 BK0769  HISTORY     - 19981016 MARK NOT FOUND   USPSQD
 BK0769
 BK0769                          STATION DESCRIPTION
 BK0769
 BK0769'DESCRIBED BY LA TRANSP AND DEV 1970
 BK0769'1.20 MI E FROM ELTON.
 BK0769'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK0769'DRYERS EAST OF ELTON, 103 FEET NORTH OF THE CENTERLINE OF US HIGHWAY
 BK0769'190, 46 FEET SOUTH OF THE SOUTH TRACK, 0.5 FOOT NORTH OF A 4 STRAND
 BK0769'BARBED WIRE FENCE, 82 FEET EAST OF THE CENTERLINE OF A PARISH GRAVEL
 BK0769'ROAD LEADING NORTH, 37 FEET SOUTHWEST OF A TELEPHONE POLE, 1.3 FEET
 BK0769'NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET IN
 BK0769'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  SECTION 37 , T7S .R3W
 BK0769
 BK0769                          STATION RECOVERY (1983)
 BK0769
 BK0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BK0769'MARK NOT FOUND.
 BK0769
 BK0769                          STATION RECOVERY (1997)
 BK0769
 BK0769'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK0769'MARK NOT FOUND.
 BK0769
 BK0769                          STATION RECOVERY (1998)
 BK0769
 BK0769'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1023 ***********************************************************************
 BK1023  DESIGNATION -  27 V 129
 BK1023  PID         -  BK1023
 BK1023  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK1023  USGS QUAD   -  WELSH NORTH (1994)
 BK1023
 BK1023                         *CURRENT SURVEY CONTROL
 BK1023  ___________________________________________________________________
 BK1023* NAD 83(1992)-  30 20 58.36208(N)    092 46 31.77199(W)     ADJUSTED  
 BK1023* NAVD 88     -        12.   **(meters)      39.   **(feet)  SCALED    
 BK1023  **This station is located in a subsidence area (see below).
 BK1023  ___________________________________________________________________
 BK1023  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK1023  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK1023  DYNAMIC HT  -          12.2   (meters)      40.    (feet)  COMP
 BK1023  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BK1023
 BK1023  HORZ ORDER  -  SECOND
 BK1023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1023
 BK1023.The horizontal coordinates were established by classical geodetic methods
 BK1023.and adjusted by the National Geodetic Survey in January 1993..
 BK1023
 BK1023 ** The orthometric height has not been validated since last determined
 BK1023 ** by differential leveling and should not be used for control purposes.
 BK1023 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1023 ** area with valid NAVD 88 orthometric heights.
 BK1023 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1023 ** epoch indicated which incorporates improved geoid heights for the
 BK1023 ** Southern Louisiana Subsidence area.
 BK1023 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1023.The orthometric height was scaled from a topographic map.
 BK1023.The vertical order pertains to the NGVD 29 superseded value.
 BK1023
 BK1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1023
 BK1023.The geoid height was determined by GEOID03.
 BK1023
 BK1023.The dynamic height is computed by dividing the NAVD 88
 BK1023.geopotential number by the normal gravity value computed on the
 BK1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1023.degrees latitude (g = 980.6199 gals.).
 BK1023
 BK1023.The modeled gravity was interpolated from observed gravity values.
 BK1023
 BK1023;                    North         East     Units Scale Factor Converg.
 BK1023;SPC LA S     -   205,885.208   861,353.089   MT  0.99994419   -0 43 16.0
 BK1023;SPC LA S     -   675,475.05  2,825,955.93   sFT  0.99994419   -0 43 16.0
 BK1023;UTM  15      - 3,357,540.164   521,576.996   MT  0.99960574   +0 06 48.4
 BK1023
 BK1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1023!SPC LA S     -   1.00000239  x   0.99994419  =   0.99994658
 BK1023!UTM  15      -   1.00000239  x   0.99960574  =   0.99960813
 BK1023
 BK1023                          SUPERSEDED SURVEY CONTROL
 BK1023
 BK1023  NAD 83(1986)-  30 20 58.38225(N)    092 46 31.76592(W) AD(       ) 2
 BK1023  NAD 27      -  30 20 57.64694(N)    092 46 31.24696(W) AD(       ) 2
 BK1023  NGVD 29 (??/??/??)   12.132  (m)           39.80   (f) ADJUSTED    2 0
 BK1023
 BK1023.Superseded values are not recommended for survey control.
 BK1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1023.See file dsdata.txt to determine how the superseded data were derived.
 BK1023
 BK1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2157757540(NAD 83)
 BK1023_MARKER: DB = BENCH MARK DISK
 BK1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1023_SP_SET: CONCRETE POST
 BK1023_STAMPING: 27V129 1970
 BK1023_MARK LOGO: LADH  
 BK1023_PROJECTION: FLUSH
 BK1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1023+STABILITY: SURFACE MOTION
 BK1023
 BK1023  HISTORY     - Date     Condition        Report By
 BK1023  HISTORY     - 1970     MONUMENTED       LADH
 BK1023  HISTORY     - 1974     GOOD             LADH
 BK1023  HISTORY     - 1982     GOOD             LADTD
 BK1023  HISTORY     - 19970125 GOOD             USPSQD
 BK1023  HISTORY     - 19981016 GOOD             USPSQD
 BK1023
 BK1023                          STATION DESCRIPTION
 BK1023
 BK1023'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BK1023'6.35 MI W FROM HATHAWAY.
 BK1023'ABOUT 6.35 MILES WEST ALONG STATE ROUTE 102 FROM THE HATHAWAY SCHOOL,
 BK1023'64 FEET SOUTH OF THE CENTERLINE OF LA. 102, 34 FEET NORTHWEST OF THE
 BK1023'NORTHWEST CORNER OF THE MESH GROCERY WOOD FRAME BUILDING, 1 FOOT
 BK1023'NORTHEAST OF A COMBINATION BARBED WIRE AND MESH FENCE, 81 FEET WEST OF
 BK1023'THE WEST END OF A CONCRETE FOUNDATION OF TWO GAS PUMPS, 1 FOOT
 BK1023'SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET IN
 BK1023'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  SECTION 21, T8S, E4W.
 BK1023
 BK1023                          STATION RECOVERY (1974)
 BK1023
 BK1023'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1974 (HRR)
 BK1023'THE STATION IS LOCATED 11 MILES SOUTHEAST OF KINDER, 10 MILES
 BK1023'SOUTHWEST OF ELTON, 8 MILES NORTH OF ROANOKE, 8 MILES EAST OF
 BK1023'FENTON AND ON PROPERTY OWNED BY MRS. GILBERT MECHE.
 BK1023'
 BK1023'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK1023'STATE HIGHWAY 395 ABOUT 1 MILE NORTH OF ROANOKE, GO NORTH ON HIGHWAY
 BK1023'395 FOR 6.9 MILES TO THE JUNCTION OF STATE HIGHWAY 102.  TURN LEFT
 BK1023'AND GO WEST ON HIGHWAY 102 FOR 2.05 MILES TO THE JUNCTION OF STATE
 BK1023'HIGHWAY 99.  (TO REACH REFERENCE MARK 2 (AZ MK) FROM THIS
 BK1023'JUNCTION, GO NORTH ON HIGHWAY 99 FOR 0.5 MILE TO THE MARK ON THE
 BK1023'RIGHT.) CONTINUE WEST ON HIGHWAYS 99 AND 102 FOR 0.05 MILE TO
 BK1023'MECHES GROCERY AND THE STATION AS DESCRIBED.
 BK1023'
 BK1023'BENCH MARK, STAMPED 27 V 129 1970 IS A USC AND GS AND LOUISIANA
 BK1023'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A 10 INCH
 BK1023'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 63.5 FEET
 BK1023'SOUTH OF THE CENTER OF HIGHWAY 99 AND 102, 33.5 FEET NORTHWEST OF
 BK1023'THE NORTHWEST CORNER OF MECHES GROCERY STORE, 1 FOOT EAST OF A
 BK1023'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BK1023
 BK1023                          STATION RECOVERY (1982)
 BK1023
 BK1023'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1023'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 13.5 KM
 BK1023'(8.4 MI) NORTH ALONG STATE HIGHWAY 395 FROM THE INTERSECTION OF US
 BK1023'HIGHWAY 90 AND STATE HIGHWAY 395 NEAR THE ROANOKE WELSH JUNIOR HIGH
 BK1023'SCHOOL IN ROANOKE TO THE JUNCTION OF STATE HIGHWAYS 395 AND 102,
 BK1023'THENCE ABOUT 3.2 KM (2 MILES) WEST ALONG STATE HIGHWAY 102 TO THE
 BK1023'JUNCTION OF STATE HIGHWAYS 102 AND 99 IN PINE ISLAND WITH THE MARK SET
 BK1023'IN THE SOUTHWEST QUADRANT OF THE JUNCTION, 62.5 METERS (205 FT) WEST
 BK1023'OF THE CENTER OF STATE HIGHWAY 99 EXTENDED, 34.1 METERS (112 FT)
 BK1023'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 19.5 METERS (64 FT)
 BK1023'SOUTH OF THE CENTER OF STATE HIGHWAY 102, 0.3 METER (1 FT) NORTH OF A
 BK1023'FENCE.
 BK1023'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BK1023'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 102.
 BK1023
 BK1023                          STATION RECOVERY (1997)
 BK1023
 BK1023'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1023'RECOVERED IN GOOD CONDITION.
 BK1023
 BK1023                          STATION RECOVERY (1998)
 BK1023
 BK1023'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2377 ***********************************************************************
 BK2377  DESIGNATION -  27 V 144
 BK2377  PID         -  BK2377
 BK2377  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2377  USGS QUAD   -  KINDER (1994)
 BK2377
 BK2377                         *CURRENT SURVEY CONTROL
 BK2377  ___________________________________________________________________
 BK2377* NAD 83(1992)-  30 25 22.77416(N)    092 46 29.67651(W)     ADJUSTED  
 BK2377* NAVD 88     -        14.   **(meters)      46.   **(feet)  SCALED    
 BK2377  **This station is located in a subsidence area (see below).
 BK2377  ___________________________________________________________________
 BK2377  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BK2377  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2377  DYNAMIC HT  -          14.1   (meters)      46.    (feet)  COMP
 BK2377  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 BK2377
 BK2377  HORZ ORDER  -  SECOND
 BK2377
 BK2377.The horizontal coordinates were established by classical geodetic methods
 BK2377.and adjusted by the National Geodetic Survey in January 1993..
 BK2377
 BK2377 ** The orthometric height has not been validated since last determined
 BK2377 ** by differential leveling and should not be used for control purposes.
 BK2377 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2377 ** area with valid NAVD 88 orthometric heights.
 BK2377 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2377 ** epoch indicated which incorporates improved geoid heights for the
 BK2377 ** Southern Louisiana Subsidence area.
 BK2377 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2377.The orthometric height was scaled from a topographic map.
 BK2377
 BK2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2377
 BK2377.The geoid height was determined by GEOID03.
 BK2377
 BK2377.The dynamic height is computed by dividing the NAVD 88
 BK2377.geopotential number by the normal gravity value computed on the
 BK2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2377.degrees latitude (g = 980.6199 gals.).
 BK2377
 BK2377.The modeled gravity was interpolated from observed gravity values.
 BK2377
 BK2377;                    North         East     Units Scale Factor Converg.
 BK2377;SPC LA S     -   214,025.787   861,511.473   MT  0.99995279   -0 43 14.9
 BK2377;SPC LA S     -   702,182.94  2,826,475.56   sFT  0.99995279   -0 43 14.9
 BK2377;UTM  15      - 3,365,679.397   521,616.765   MT  0.99960576   +0 06 50.3
 BK2377
 BK2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2377!SPC LA S     -   1.00000208  x   0.99995279  =   0.99995487
 BK2377!UTM  15      -   1.00000208  x   0.99960576  =   0.99960784
 BK2377
 BK2377                          SUPERSEDED SURVEY CONTROL
 BK2377
 BK2377  NAD 83(1986)-  30 25 22.79438(N)    092 46 29.67013(W) AD(       ) 2
 BK2377  NAD 27      -  30 25 22.06593(N)    092 46 29.15001(W) AD(       ) 2
 BK2377  NGVD 29 (07/19/86)   14.4    (m)           47.     (f) VERT ANG       
 BK2377
 BK2377.Superseded values are not recommended for survey control.
 BK2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2377.See file dsdata.txt to determine how the superseded data were derived.
 BK2377
 BK2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2161765679(NAD 83)
 BK2377_MARKER: DB = BENCH MARK DISK
 BK2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2377_SP_SET: CONCRETE POST
 BK2377_STAMPING: 27V144 1977
 BK2377_MARK LOGO: LADH  
 BK2377_PROJECTION: RECESSED 3 CENTIMETERS
 BK2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2377+STABILITY: SURFACE MOTION
 BK2377
 BK2377  HISTORY     - Date     Condition        Report By
 BK2377  HISTORY     - 1974     MONUMENTED       LADH
 BK2377  HISTORY     - 1982     GOOD             LADTD
 BK2377  HISTORY     - 19961204 GOOD             USPSQD
 BK2377  HISTORY     - 19981017 GOOD             USPSQD
 BK2377  HISTORY     - 20031105 GOOD             USPSQD
 BK2377
 BK2377                          STATION DESCRIPTION
 BK2377
 BK2377'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (HRR)
 BK2377'THE STATION IS ABOUT 9 MILES NORTHEAST OF FENTON, 7 MILES SOUTHWEST
 BK2377'OF ELTON, 5 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 99 AND
 BK2377'102 IN THE SMALL COMMUNITY OF PINE ISLAND AND IN THE NORTHWEST
 BK2377'ANGLE OF THE INTERSECTION OF HIGHWAY 99 AND A GRAVELED ROAD.
 BK2377'
 BK2377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 102
 BK2377'IN PINE ISLAND, GO NORTH ON HIGHWAY 99 FOR 5.1 MILES TO A CROSSROAD
 BK2377'AND THE STATION IN THE NORTHWEST ANGLE AS DESCRIBED.
 BK2377'
 BK2377'STATION MARK, STAMPED 27V144 1974, IS A U. S. COAST AND GEODETIC
 BK2377'SURVEY LOUISIANA DEPARTMENT OF HIGHWAYS SURVEY BENCH MARK DISK SET
 BK2377'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 59 FEET
 BK2377'NORTHWEST OF CENTER OF THE CROSSROAD, 45 FEET WEST OF CENTER OF
 BK2377'HIGHWAY 99, 37 FEET NORTH OF CENTER OF A GRAVELED ROAD, 1.5 FEET
 BK2377'NORTHWEST OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE.
 BK2377'
 BK2377'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION SERPENT.
 BK2377'THE DISTANCE BEING 68.1368 METERS OR (223.54 FT).
 BK2377
 BK2377                          STATION RECOVERY (1982)
 BK2377
 BK2377'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK2377'8.4 KM(5.2 MI) SW FROM ELTON.
 BK2377'ABOUT 7.7 KM (4.8 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2377'IN ELTON TO THE JUNCTION OF US 190 AND STATE HIGHWAY 99, THENCE ABOUT
 BK2377'6.4 KM (4 MI) SOUTH ALONG HIGHWAY 99 TO THE MARK ON THE RIGHT AT A
 BK2377'CROSS ROAD, 18 METERS (59 FT) NORTHWEST OF THE CENTER OF THE JUNCTION,
 BK2377'13.7 METERS (45 FT) WEST OF THE CENTER OF HIGHWAY 99, 11.3 METERS
 BK2377'(37 FT) NORTH OF THE CENTER OF A GRAVEL ROAD AND 0.3 METERS (1 FT)
 BK2377'SOUTH OF A FENCE.
 BK2377'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 BK2377'THE MARK IS 0.30 M BELOW STATE HIGHWAY 99.
 BK2377
 BK2377                          STATION RECOVERY (1996)
 BK2377
 BK2377'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2377'RECOVERED IN GOOD CONDITION.
 BK2377
 BK2377                          STATION RECOVERY (1998)
 BK2377
 BK2377'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2377'RECOVERED IN GOOD CONDITION.
 BK2377
 BK2377                          STATION RECOVERY (2003)
 BK2377
 BK2377'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2390 ***********************************************************************
 BK2390  DESIGNATION -  27 V 145
 BK2390  PID         -  BK2390
 BK2390  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2390  USGS QUAD   -  KINDER (1994)
 BK2390
 BK2390                         *CURRENT SURVEY CONTROL
 BK2390  ___________________________________________________________________
 BK2390* NAD 83(1986)-  30 26 16.     (N)    092 46 31.     (W)     SCALED    
 BK2390* NAVD 88     -        12.953  (meters)      42.50   (feet)  ADJUSTED  
 BK2390  ___________________________________________________________________
 BK2390  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2390  DYNAMIC HT  -          12.936 (meters)      42.44  (feet)  COMP
 BK2390  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 BK2390
 BK2390  VERT ORDER  -  SECOND    CLASS II
 BK2390
 BK2390.The horizontal coordinates were scaled from a topographic map and have
 BK2390.an estimated accuracy of +/- 6 seconds.
 BK2390
 BK2390.The orthometric height was determined by differential leveling
 BK2390.and adjusted by the National Geodetic Survey in February 1994..
 BK2390
 BK2390.The geoid height was determined by GEOID03.
 BK2390
 BK2390.The dynamic height is computed by dividing the NAVD 88
 BK2390.geopotential number by the normal gravity value computed on the
 BK2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2390.degrees latitude (g = 980.6199 gals.).
 BK2390
 BK2390.The modeled gravity was interpolated from observed gravity values.
 BK2390
 BK2390;                    North         East    Units  Estimated Accuracy
 BK2390;SPC LA S     -   215,670.      861,500.      MT  (+/- 180 meters Scaled)
 BK2390
 BK2390                          SUPERSEDED SURVEY CONTROL
 BK2390
 BK2390.No superseded survey control is available for this station.
 BK2390
 BK2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP215673(NAD 83)
 BK2390_MARKER: DB = BENCH MARK DISK
 BK2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2390_SP_SET: CONCRETE POST
 BK2390_STAMPING: 27V145 1977
 BK2390_MARK LOGO: LADH  
 BK2390_PROJECTION: FLUSH
 BK2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2390+STABILITY: SURFACE MOTION
 BK2390
 BK2390  HISTORY     - Date     Condition        Report By
 BK2390  HISTORY     - 1977     MONUMENTED       LADTD
 BK2390  HISTORY     - 1982     GOOD             LADTD
 BK2390  HISTORY     - 19961204 GOOD             USPSQD
 BK2390  HISTORY     - 19981017 GOOD             USPSQD
 BK2390  HISTORY     - 20031105 GOOD             USPSQD
 BK2390
 BK2390                          STATION DESCRIPTION
 BK2390
 BK2390'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2390'7.2 KM (4.5 MI) SW FROM ELTON.
 BK2390'ABOUT 7.7 KM (4.8 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2390'IN ELTON TO THE JUNCTION OF US 190 AND STATE HIGHWAY 99, THENCE ABOUT
 BK2390'4.9 KM (3.05 MI) SOUTH ALONG HIGHWAY 99 TO THE MARK ON THE LEFT BESIDE
 BK2390'A WOODEN FRAME HOUSE, 24.8 METERS (81.4 FT) EAST OF THE CENTER OF
 BK2390'HIGHWAY 99, 7.8 METERS (25.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 BK2390'A WOODEN FRAME HOUSE, 3.1 (10.4 FT) SOUTHEAST OF AN ANCHOR POLE.
 BK2390'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BK2390'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 99.
 BK2390
 BK2390                          STATION RECOVERY (1996)
 BK2390
 BK2390'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2390'RECOVERED IN GOOD CONDITION.
 BK2390
 BK2390                          STATION RECOVERY (1998)
 BK2390
 BK2390'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2390'RECOVERED IN GOOD CONDITION.
 BK2390
 BK2390                          STATION RECOVERY (2003)
 BK2390
 BK2390'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2390'HOUSE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2394 ***********************************************************************
 BK2394  DESIGNATION -  27 V 146
 BK2394  PID         -  BK2394
 BK2394  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2394  USGS QUAD   -  KINDER (1994)
 BK2394
 BK2394                         *CURRENT SURVEY CONTROL
 BK2394  ___________________________________________________________________
 BK2394* NAD 83(1986)-  30 27 09.     (N)    092 46 30.     (W)     SCALED    
 BK2394* NAVD 88     -        12.704  (meters)      41.68   (feet)  ADJUSTED  
 BK2394  ___________________________________________________________________
 BK2394  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2394  DYNAMIC HT  -          12.687 (meters)      41.62  (feet)  COMP
 BK2394  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BK2394
 BK2394  VERT ORDER  -  SECOND    CLASS II
 BK2394
 BK2394.The horizontal coordinates were scaled from a topographic map and have
 BK2394.an estimated accuracy of +/- 6 seconds.
 BK2394
 BK2394.The orthometric height was determined by differential leveling
 BK2394.and adjusted by the National Geodetic Survey in February 1994..
 BK2394
 BK2394.The geoid height was determined by GEOID03.
 BK2394
 BK2394.The dynamic height is computed by dividing the NAVD 88
 BK2394.geopotential number by the normal gravity value computed on the
 BK2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2394.degrees latitude (g = 980.6199 gals.).
 BK2394
 BK2394.The modeled gravity was interpolated from observed gravity values.
 BK2394
 BK2394;                    North         East    Units  Estimated Accuracy
 BK2394;SPC LA S     -   217,300.      861,540.      MT  (+/- 180 meters Scaled)
 BK2394
 BK2394                          SUPERSEDED SURVEY CONTROL
 BK2394
 BK2394.No superseded survey control is available for this station.
 BK2394
 BK2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP216689(NAD 83)
 BK2394_MARKER: DB = BENCH MARK DISK
 BK2394_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK2394_SP_SET: CULVERT HEADWALL
 BK2394_STAMPING: 27V146 1977
 BK2394_MARK LOGO: LADH  
 BK2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2394+STABILITY: SURFACE MOTION
 BK2394
 BK2394  HISTORY     - Date     Condition        Report By
 BK2394  HISTORY     - 1977     MONUMENTED       LADTD
 BK2394  HISTORY     - 1982     GOOD             LADTD
 BK2394  HISTORY     - 19961204 GOOD             USPSQD
 BK2394  HISTORY     - 19981017 GOOD             USPSQD
 BK2394  HISTORY     - 20031105 GOOD             USPSQD
 BK2394
 BK2394                          STATION DESCRIPTION
 BK2394
 BK2394'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2394'9.6 KM (6 MI) SW FROM ELTON.
 BK2394'ABOUT 7.7 KM (4.8 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2394'IN ELTON TO THE JUNCTION OF US HIGHWAY 190 AND STATE HIGHWAY 99,
 BK2394'THENCE ABOUT 3.2 KM (2 MI) SOUTH ALONG HIGHWAY 99 TO THE MARK ON THE
 BK2394'LEFT SET IN THE HEADWALL OF A CULVERT, 18.9 METERS (62.3 FT) SOUTH OF
 BK2394'THE CENTER OF A GRAVEL ROAD, 7.1 METERS (23.4 FT) EAST OF THE CENTER
 BK2394'OF STATE HIGHWAY 99.
 BK2394'THE MARK IS 2.90 METERS  N FROM A WITNESS POST.
 BK2394'THE MARK IS 0.30 M BELOW STATE HIGHWAY 99.
 BK2394
 BK2394                          STATION RECOVERY (1996)
 BK2394
 BK2394'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2394'RECOVERED IN GOOD CONDITION.
 BK2394
 BK2394                          STATION RECOVERY (1998)
 BK2394
 BK2394'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2394'RECOVERED IN GOOD CONDITION.
 BK2394
 BK2394                          STATION RECOVERY (2003)
 BK2394
 BK2394'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2395 ***********************************************************************
 BK2395  DESIGNATION -  27 V 147
 BK2395  PID         -  BK2395
 BK2395  STATE/COUNTY-  LA/ALLEN
 BK2395  USGS QUAD   -  KINDER (1994)
 BK2395
 BK2395                         *CURRENT SURVEY CONTROL
 BK2395  ___________________________________________________________________
 BK2395* NAD 83(1986)-  30 28 05.     (N)    092 46 29.     (W)     SCALED    
 BK2395* NAVD 88     -        13.472  (meters)      44.20   (feet)  ADJUSTED  
 BK2395  ___________________________________________________________________
 BK2395  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2395  DYNAMIC HT  -          13.455 (meters)      44.14  (feet)  COMP
 BK2395  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 BK2395
 BK2395  VERT ORDER  -  SECOND    CLASS II
 BK2395
 BK2395.The horizontal coordinates were scaled from a topographic map and have
 BK2395.an estimated accuracy of +/- 6 seconds.
 BK2395
 BK2395.The orthometric height was determined by differential leveling
 BK2395.and adjusted by the National Geodetic Survey in February 1994..
 BK2395
 BK2395.The geoid height was determined by GEOID03.
 BK2395
 BK2395.The dynamic height is computed by dividing the NAVD 88
 BK2395.geopotential number by the normal gravity value computed on the
 BK2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2395.degrees latitude (g = 980.6199 gals.).
 BK2395
 BK2395.The modeled gravity was interpolated from observed gravity values.
 BK2395
 BK2395;                    North         East    Units  Estimated Accuracy
 BK2395;SPC LA S     -   219,020.      861,590.      MT  (+/- 180 meters Scaled)
 BK2395
 BK2395                          SUPERSEDED SURVEY CONTROL
 BK2395
 BK2395.No superseded survey control is available for this station.
 BK2395
 BK2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP216706(NAD 83)
 BK2395_MARKER: DB = BENCH MARK DISK
 BK2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2395_SP_SET: CONCRETE POST
 BK2395_STAMPING: 27V147 1977
 BK2395_MARK LOGO: LADH  
 BK2395_PROJECTION: FLUSH
 BK2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2395+STABILITY: SURFACE MOTION
 BK2395
 BK2395  HISTORY     - Date     Condition        Report By
 BK2395  HISTORY     - 1974     MONUMENTED       LADTD
 BK2395  HISTORY     - 1982     GOOD             LADTD
 BK2395  HISTORY     - 20031105 GOOD             USPSQD
 BK2395
 BK2395                          STATION DESCRIPTION
 BK2395
 BK2395'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2395'6 KM(3.7 MI) WSW FROM ELTON.
 BK2395'ABOUT 7.7 KM (4.8 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2395'IN ELTON TO THE JUNCTION OF US HIGHWAY 190 AND STATE HIGHWAY 99,
 BK2395'THENCE ABOUT 1.5 KM (0.96 MI) SOUTH ALONG STATE HIGHWAY 99 TO A
 BK2395'GRAVELED CROSS ROAD WITH THE MARK SET IN THE NORTHWEST QUADRANT OF THE
 BK2395'CROSS ROADS, 26.5 METERS (87 FT) NORTH OF AN INTERSECTING EAST WEST
 BK2395'GRAVELED PARISH ROAD, 17., METERS (58.5 FT) NORTHEAST OF POWERPOLE
 BK2395'NUMBER 59, 12.5 METERS (41 FT) WEST OF THE CENTER OF STATE HIGHWAY 99.
 BK2395'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BK2395'THE MARK IS 0.61 M BELOW STATE HIGHWAY 99.
 BK2395
 BK2395                          STATION RECOVERY (2003)
 BK2395
 BK2395'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2393 ***********************************************************************
 BK2393  DESIGNATION -  27 V 148
 BK2393  PID         -  BK2393
 BK2393  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2393  USGS QUAD   -  KINDER (1994)
 BK2393
 BK2393                         *CURRENT SURVEY CONTROL
 BK2393  ___________________________________________________________________
 BK2393* NAD 83(1986)-  30 26 15.     (N)    092 49 33.     (W)     SCALED    
 BK2393* NAVD 88     -        13.049  (meters)      42.81   (feet)  ADJUSTED  
 BK2393  ___________________________________________________________________
 BK2393  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2393  DYNAMIC HT  -          13.032 (meters)      42.76  (feet)  COMP
 BK2393  MODELED GRAV-     979,332.9   (mgal)                       NAVD 88
 BK2393
 BK2393  VERT ORDER  -  SECOND    CLASS II
 BK2393
 BK2393.The horizontal coordinates were scaled from a topographic map and have
 BK2393.an estimated accuracy of +/- 6 seconds.
 BK2393
 BK2393.The orthometric height was determined by differential leveling
 BK2393.and adjusted by the National Geodetic Survey in February 1994..
 BK2393
 BK2393.The geoid height was determined by GEOID03.
 BK2393
 BK2393.The dynamic height is computed by dividing the NAVD 88
 BK2393.geopotential number by the normal gravity value computed on the
 BK2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2393.degrees latitude (g = 980.6199 gals.).
 BK2393
 BK2393.The modeled gravity was interpolated from observed gravity values.
 BK2393
 BK2393;                    North         East    Units  Estimated Accuracy
 BK2393;SPC LA S     -   215,700.      856,640.      MT  (+/- 180 meters Scaled)
 BK2393
 BK2393                          SUPERSEDED SURVEY CONTROL
 BK2393
 BK2393.No superseded survey control is available for this station.
 BK2393
 BK2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP167672(NAD 83)
 BK2393_MARKER: DB = BENCH MARK DISK
 BK2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2393_SP_SET: CONCRETE POST
 BK2393_STAMPING: 27V148 1977
 BK2393_MARK LOGO: LADH  
 BK2393_PROJECTION: PROJECTING 5 CENTIMETERS
 BK2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2393+STABILITY: SURFACE MOTION
 BK2393
 BK2393  HISTORY     - Date     Condition        Report By
 BK2393  HISTORY     - 1977     MONUMENTED       LADTD
 BK2393  HISTORY     - 1982     GOOD             LADTD
 BK2393  HISTORY     - 19961222 GOOD             USPSQD
 BK2393  HISTORY     - 20021105 MARK NOT FOUND   USPSQD
 BK2393
 BK2393                          STATION DESCRIPTION
 BK2393
 BK2393'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2393'4.7 KM (2.9 MI) SSE FROM KINDER.
 BK2393'ABOUT 3.1 KM (1.9 MI) SOUTH ALONG US HIGHWAY 165 FROM THE MISSOURI
 BK2393'PACIFIC RAILROAD STATION IN KINDER TO A PARISH ROAD, THENCE ABOUT 1.7
 BK2393'KM (1.05 MI) EAST ALONG THE PARISH ROAD TO THE JUNCTION OF STATE
 BK2393'HIGHWAY 3086, THENCE ABOUT 1.7 KM (1.05 MI) EAST ALONG THE PARISH ROAD
 BK2393'TO THE JUNCTION OF ANOTHER PARISH ROAD WITH THE MARK SET IN THE
 BK2393'SOUTHEAST QUADRANT OF THE JUNCTION, 22.1 METERS (72.5 FT) SOUTH OF THE
 BK2393'CENTER OF THE EAST-WEST PARISH ROAD, 9.4 METERS (31 FT) EAST OF THE
 BK2393'CENTER OF THE NORTH-SOUTH PARISH ROAD, 0.3 METER (1 FT) EAST OF A 4
 BK2393'STRAND BARBED WIRE FENCE.
 BK2393'THE MARK IS 2.29 METERS  NW FROM  POWER POLE
 BK2393'THE MARK IS 0.46 M ABOVE PARISH ROAD.
 BK2393
 BK2393                          STATION RECOVERY (1996)
 BK2393
 BK2393'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2393'RECOVERED IN GOOD CONDITION.
 BK2393
 BK2393                          STATION RECOVERY (2002)
 BK2393
 BK2393'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 BK2393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2392 ***********************************************************************
 BK2392  DESIGNATION -  27 V 149
 BK2392  PID         -  BK2392
 BK2392  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2392  USGS QUAD   -  KINDER (1994)
 BK2392
 BK2392                         *CURRENT SURVEY CONTROL
 BK2392  ___________________________________________________________________
 BK2392* NAD 83(1986)-  30 26 14.     (N)    092 48 33.     (W)     SCALED    
 BK2392* NAVD 88     -        11.575  (meters)      37.98   (feet)  ADJUSTED  
 BK2392  ___________________________________________________________________
 BK2392  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2392  DYNAMIC HT  -          11.559 (meters)      37.92  (feet)  COMP
 BK2392  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BK2392
 BK2392  VERT ORDER  -  SECOND    CLASS II
 BK2392
 BK2392.The horizontal coordinates were scaled from a topographic map and have
 BK2392.an estimated accuracy of +/- 6 seconds.
 BK2392
 BK2392.The orthometric height was determined by differential leveling
 BK2392.and adjusted by the National Geodetic Survey in February 1994..
 BK2392
 BK2392.The geoid height was determined by GEOID03.
 BK2392
 BK2392.The dynamic height is computed by dividing the NAVD 88
 BK2392.geopotential number by the normal gravity value computed on the
 BK2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2392.degrees latitude (g = 980.6199 gals.).
 BK2392
 BK2392.The modeled gravity was interpolated from observed gravity values.
 BK2392
 BK2392;                    North         East    Units  Estimated Accuracy
 BK2392;SPC LA S     -   215,650.      858,240.      MT  (+/- 180 meters Scaled)
 BK2392
 BK2392                          SUPERSEDED SURVEY CONTROL
 BK2392
 BK2392.No superseded survey control is available for this station.
 BK2392
 BK2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP183672(NAD 83)
 BK2392_MARKER: DB = BENCH MARK DISK
 BK2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2392_SP_SET: CONCRETE POST
 BK2392_STAMPING: 27V149 1977
 BK2392_MARK LOGO: LADH  
 BK2392_PROJECTION: PROJECTING 8 CENTIMETERS
 BK2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2392+STABILITY: SURFACE MOTION
 BK2392
 BK2392  HISTORY     - Date     Condition        Report By
 BK2392  HISTORY     - 1977     MONUMENTED       LADTD
 BK2392  HISTORY     - 1982     GOOD             LADTD
 BK2392  HISTORY     - 19961222 GOOD             USPSQD
 BK2392
 BK2392                          STATION DESCRIPTION
 BK2392
 BK2392'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2392'5.3 KM (3.3 MI) SE FROM KINDER.
 BK2392'ABOUT 3.1 KM (1.9 MI) SOUTH ALONG US HIGHWAY 165 FROM THE MISSOURI
 BK2392'PACIFIC RAILROAD STATION IN KINDER TO A PARISH ROAD, THENCE ABOUT 1.7
 BK2392'KM (1.05 MI) EAST ALONG THE PARISH ROAD TO THE JUNCTION OF STATE
 BK2392'HIGHWAY 3086, THENCE ABOUT 3.4 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY
 BK2392'3086 TO THE JUNCTION OF A GRAVELED PARISH ROAD, THENCE ABOUT 3.3 KM
 BK2392'(2.05 MI) EAST ALONG THE PARISH ROAD TO THE MARK SET ON THE RIGHT,
 BK2392'22.1 METERS (72.5 FT) SOUTH OF POWERPOLE NUMBER 13-622, 11.9 METERS
 BK2392'(39 FT) SOUTH OF THE CENTER OF THE PARISH ROAD, 3 METERS (10 FT) SOUTH
 BK2392'OF A 3 STRAND BARBED WIRE FENCE.
 BK2392'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BK2392'THE MARK IS ABOVE LEVEL WITH PARISH ROAD.
 BK2392
 BK2392                          STATION RECOVERY (1996)
 BK2392
 BK2392'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2391 ***********************************************************************
 BK2391  DESIGNATION -  27 V 150
 BK2391  PID         -  BK2391
 BK2391  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2391  USGS QUAD   -  KINDER (1994)
 BK2391
 BK2391                         *CURRENT SURVEY CONTROL
 BK2391  ___________________________________________________________________
 BK2391* NAD 83(1986)-  30 26 09.     (N)    092 47 34.     (W)     SCALED    
 BK2391* NAVD 88     -        11.832  (meters)      38.82   (feet)  ADJUSTED  
 BK2391  ___________________________________________________________________
 BK2391  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2391  DYNAMIC HT  -          11.816 (meters)      38.77  (feet)  COMP
 BK2391  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 BK2391
 BK2391  VERT ORDER  -  SECOND    CLASS II
 BK2391
 BK2391.The horizontal coordinates were scaled from a topographic map and have
 BK2391.an estimated accuracy of +/- 6 seconds.
 BK2391
 BK2391.The orthometric height was determined by differential leveling
 BK2391.and adjusted by the National Geodetic Survey in February 1994..
 BK2391
 BK2391.The geoid height was determined by GEOID03.
 BK2391
 BK2391.The dynamic height is computed by dividing the NAVD 88
 BK2391.geopotential number by the normal gravity value computed on the
 BK2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2391.degrees latitude (g = 980.6199 gals.).
 BK2391
 BK2391.The modeled gravity was interpolated from observed gravity values.
 BK2391
 BK2391;                    North         East    Units  Estimated Accuracy
 BK2391;SPC LA S     -   215,470.      859,810.      MT  (+/- 180 meters Scaled)
 BK2391
 BK2391                          SUPERSEDED SURVEY CONTROL
 BK2391
 BK2391.No superseded survey control is available for this station.
 BK2391
 BK2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP198670(NAD 83)
 BK2391_MARKER: DB = BENCH MARK DISK
 BK2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2391_SP_SET: CONCRETE POST
 BK2391_STAMPING: 27V150 1977
 BK2391_MARK LOGO: LADH  
 BK2391_PROJECTION: PROJECTING 3 CENTIMETERS
 BK2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2391+STABILITY: SURFACE MOTION
 BK2391
 BK2391  HISTORY     - Date     Condition        Report By
 BK2391  HISTORY     - 1977     MONUMENTED       LADTD
 BK2391  HISTORY     - 1982     GOOD             LADTD
 BK2391  HISTORY     - 19961222 GOOD             USPSQD
 BK2391  HISTORY     - 20021105 GOOD             USPSQD
 BK2391
 BK2391                          STATION DESCRIPTION
 BK2391
 BK2391'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2391'6.4 KM (4 MI) SE FROM KINDER.
 BK2391'ABOUT 3.1 KM (1.9 MI) SOUTH ALONG US HIGHWAY 165 FROM THE MISSOURI
 BK2391'PACIFIC RAILROAD STATION IN KINDER TO A PARISH ROAD, THENCE ABOUT 1.7
 BK2391'KM (1.05 MI) EAST ALONG THE PARISH ROAD TO THE JUNCTION OF STATE
 BK2391'HIGHWAY 3086, THENCE ABOUT 3.4 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY
 BK2391'3086 TO THE JUNCTION OF A GRAVELED PARISH ROAD, THENCE ABOUT 5 KM
 BK2391'(3.1 MI) EAST ALONG THE GRAVELED PARISH ROAD TO THE JUNCTION OF
 BK2391'ANOTHER PARISH ROAD WITH THE MARK SET IN THE SOUTHWEST QUADRANT OF THE
 BK2391'JUNCTION, 18 METERS (59 FT) WEST OF THE CENTER OF THE NORTHSOUTH PH
 BK2391'ROAD,  14.8 METERS (48.5 FT) SOUTH OF THE CENTER OF THE EAST-WEST
 BK2391'PARISH ROAD.
 BK2391'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BK2391'THE MARK IS ABOVE LEVEL WITH PARISH ROAD.
 BK2391
 BK2391                          STATION RECOVERY (1996)
 BK2391
 BK2391'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2391'RECOVERED IN GOOD CONDITION.
 BK2391
 BK2391                          STATION RECOVERY (2002)
 BK2391
 BK2391'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 BK2391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2383 ***********************************************************************
 BK2383  DESIGNATION -  27 V 152
 BK2383  PID         -  BK2383
 BK2383  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2383  USGS QUAD   -  ELTON (1994)
 BK2383
 BK2383                         *CURRENT SURVEY CONTROL
 BK2383  ___________________________________________________________________
 BK2383* NAD 83(1986)-  30 25 51.     (N)    092 43 55.     (W)     SCALED    
 BK2383* NAVD 88     -        14.508  (meters)      47.60   (feet)  ADJUSTED  
 BK2383  ___________________________________________________________________
 BK2383  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2383  DYNAMIC HT  -          14.488 (meters)      47.53  (feet)  COMP
 BK2383  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 BK2383
 BK2383  VERT ORDER  -  SECOND    CLASS II
 BK2383
 BK2383.The horizontal coordinates were scaled from a topographic map and have
 BK2383.an estimated accuracy of +/- 6 seconds.
 BK2383
 BK2383.The orthometric height was determined by differential leveling
 BK2383.and adjusted by the National Geodetic Survey in February 1994..
 BK2383
 BK2383.The geoid height was determined by GEOID03.
 BK2383
 BK2383.The dynamic height is computed by dividing the NAVD 88
 BK2383.geopotential number by the normal gravity value computed on the
 BK2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2383.degrees latitude (g = 980.6199 gals.).
 BK2383
 BK2383.The modeled gravity was interpolated from observed gravity values.
 BK2383
 BK2383;                    North         East    Units  Estimated Accuracy
 BK2383;SPC LA S     -   214,840.      865,650.      MT  (+/- 180 meters Scaled)
 BK2383
 BK2383                          SUPERSEDED SURVEY CONTROL
 BK2383
 BK2383.No superseded survey control is available for this station.
 BK2383
 BK2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP257665(NAD 83)
 BK2383_MARKER: DB = BENCH MARK DISK
 BK2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2383_SP_SET: CONCRETE POST
 BK2383_STAMPING: 27V152 1977
 BK2383_MARK LOGO: LADH  
 BK2383_PROJECTION: PROJECTING 3 CENTIMETERS
 BK2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2383+STABILITY: SURFACE MOTION
 BK2383
 BK2383  HISTORY     - Date     Condition        Report By
 BK2383  HISTORY     - 1977     MONUMENTED       LADTD
 BK2383  HISTORY     - 1982     GOOD             LADTD
 BK2383  HISTORY     - 19961204 GOOD             USPSQD
 BK2383  HISTORY     - 19981016 GOOD             USPSQD
 BK2383
 BK2383                          STATION DESCRIPTION
 BK2383
 BK2383'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2383'5.6 KM (3.5 MI) SSE FROM ELTON.
 BK2383'ABOUT 0.8 KM (0.5 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2383'IN ELTON TO THE JUNCTION OF STATE HIGHWAY 395, THENCE ABOUT 5.8 KM
 BK2383'(3.6 MI) SOUTH ALONG STATE HIGHWAY 395 TO THE JUNCTION OF A PAVED
 BK2383'PARISH ROAD, THENCE ABOUT 2.6 KM (1.62 MI) WEST ALONG THE PARISH ROAD
 BK2383'TO THE MARK ON THE LEFT NEAR A FENCE, 12.2 METERS (40 FT) SOUTH OF THE
 BK2383'CENTER OF THE PARISH ROAD, 0.9 METER (3 FT) EAST OF A 4 STRAND BARBED
 BK2383'WIRE FENCE.
 BK2383'THE MARK IS 0.61 METERS  N FROM  POWER POLE WITH SIGN
 BK2383'THE MARK IS 0.15 M ABOVE PARISH ROAD.
 BK2383
 BK2383                          STATION RECOVERY (1996)
 BK2383
 BK2383'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2383'RECOVERED IN GOOD CONDITION.
 BK2383
 BK2383                          STATION RECOVERY (1998)
 BK2383
 BK2383'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2384 ***********************************************************************
 BK2384  DESIGNATION -  27 V 153
 BK2384  PID         -  BK2384
 BK2384  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2384  USGS QUAD   -  ELTON (1994)
 BK2384
 BK2384                         *CURRENT SURVEY CONTROL
 BK2384  ___________________________________________________________________
 BK2384* NAD 83(1986)-  30 25 51.     (N)    092 42 55.     (W)     SCALED    
 BK2384* NAVD 88     -        15.442  (meters)      50.66   (feet)  ADJUSTED  
 BK2384  ___________________________________________________________________
 BK2384  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2384  DYNAMIC HT  -          15.422 (meters)      50.60  (feet)  COMP
 BK2384  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 BK2384
 BK2384  VERT ORDER  -  SECOND    CLASS II
 BK2384
 BK2384.The horizontal coordinates were scaled from a topographic map and have
 BK2384.an estimated accuracy of +/- 6 seconds.
 BK2384
 BK2384.The orthometric height was determined by differential leveling
 BK2384.and adjusted by the National Geodetic Survey in February 1994..
 BK2384
 BK2384.The geoid height was determined by GEOID03.
 BK2384
 BK2384.The dynamic height is computed by dividing the NAVD 88
 BK2384.geopotential number by the normal gravity value computed on the
 BK2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2384.degrees latitude (g = 980.6199 gals.).
 BK2384
 BK2384.The modeled gravity was interpolated from observed gravity values.
 BK2384
 BK2384;                    North         East    Units  Estimated Accuracy
 BK2384;SPC LA S     -   214,820.      867,250.      MT  (+/- 180 meters Scaled)
 BK2384
 BK2384                          SUPERSEDED SURVEY CONTROL
 BK2384
 BK2384.No superseded survey control is available for this station.
 BK2384
 BK2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP273665(NAD 83)
 BK2384_MARKER: DB = BENCH MARK DISK
 BK2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2384_SP_SET: CONCRETE POST
 BK2384_STAMPING: 27V153 1977
 BK2384_MARK LOGO: LADH  
 BK2384_PROJECTION: FLUSH
 BK2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2384+STABILITY: SURFACE MOTION
 BK2384
 BK2384  HISTORY     - Date     Condition        Report By
 BK2384  HISTORY     - 1977     MONUMENTED       LADTD
 BK2384  HISTORY     - 1982     GOOD             LADTD
 BK2384  HISTORY     - 19961204 GOOD             USPSQD
 BK2384  HISTORY     - 19981016 GOOD             USPSQD
 BK2384
 BK2384                          STATION DESCRIPTION
 BK2384
 BK2384'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2384'5 KM (3.1 MI) SOUTH FROM ELTON.
 BK2384'ABOUT 0.8 KM (0.5 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2384'IN ELTON TO THE JUNCTION OF STATE HIGHWAY 395, THENCE ABOUT 5.8 KM
 BK2384'(3.6 MI) SOUTH ALONG STATE HIGHWAY 395 TO THE JUNCTION OF A PAVED
 BK2384'PARISH ROAD, THENCE ABOUT 1.03 KM (0.64 MI) WEST ALONG THE PARISH ROAD
 BK2384'TO THE MARK ON THE LEFT, 13.3 METERS (43.5 FT) SOUTH OF THE CENTER OF
 BK2384'THE PARISH ROAD, 5.5 METERS (18 FT) SOUTH OF A FENCE CORNER.
 BK2384'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 BK2384'THE MARK IS ABOVE LEVEL WITH PARISH ROAD.
 BK2384
 BK2384                          STATION RECOVERY (1996)
 BK2384
 BK2384'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2384'RECOVERED IN GOOD CONDITION.
 BK2384
 BK2384                          STATION RECOVERY (1998)
 BK2384
 BK2384'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2388 ***********************************************************************
 BK2388  DESIGNATION -  27 V 154
 BK2388  PID         -  BK2388
 BK2388  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2388  USGS QUAD   -  ELTON (1994)
 BK2388
 BK2388                         *CURRENT SURVEY CONTROL
 BK2388  ___________________________________________________________________
 BK2388* NAD 83(1992)-  30 26 16.57726(N)    092 42 20.03419(W)     ADJUSTED  
 BK2388* NAVD 88     -        15.379  (meters)      50.46   (feet)  ADJUSTED  
 BK2388  ___________________________________________________________________
 BK2388  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK2388  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2388  DYNAMIC HT  -          15.358 (meters)      50.39  (feet)  COMP
 BK2388  MODELED GRAV-     979,332.4   (mgal)                       NAVD 88
 BK2388
 BK2388  HORZ ORDER  -  THIRD
 BK2388  VERT ORDER  -  SECOND    CLASS II
 BK2388
 BK2388.The horizontal coordinates were established by classical geodetic methods
 BK2388.and adjusted by the National Geodetic Survey in January 1993..
 BK2388
 BK2388.The orthometric height was determined by differential leveling
 BK2388.and adjusted by the National Geodetic Survey in February 1994..
 BK2388
 BK2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2388
 BK2388.The geoid height was determined by GEOID03.
 BK2388
 BK2388.The dynamic height is computed by dividing the NAVD 88
 BK2388.geopotential number by the normal gravity value computed on the
 BK2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2388.degrees latitude (g = 980.6199 gals.).
 BK2388
 BK2388.The modeled gravity was interpolated from observed gravity values.
 BK2388
 BK2388;                    North         East     Units Scale Factor Converg.
 BK2388;SPC LA S     -   215,600.632   868,192.788   MT  0.99995474   -0 41 10.1
 BK2388;SPC LA S     -   707,349.74  2,848,395.84   sFT  0.99995474   -0 41 10.1
 BK2388;UTM  15      - 3,367,350.867   528,272.115   MT  0.99960986   +0 08 57.0
 BK2388
 BK2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2388!SPC LA S     -   1.00000188  x   0.99995474  =   0.99995662
 BK2388!UTM  15      -   1.00000188  x   0.99960986  =   0.99961174
 BK2388
 BK2388:                Primary Azimuth Mark                     Grid Az
 BK2388:SPC LA S     -  KAREN                                    178 13 21.5
 BK2388:UTM  15      -  KAREN                                    177 23 14.4
 BK2388
 BK2388|---------------------------------------------------------------------|
 BK2388| PID    Reference Object                     Distance      Geod. Az  |
 BK2388|                                                           dddmmss.s |
 BK2388| BK2387 KAREN                               APPROX. 0.8 KM 1773211.4 |
 BK2388| BK2386 KAREN RM 3                          APPROX. 0.8 KM 1774932.2 |
 BK2388|---------------------------------------------------------------------|
 BK2388
 BK2388                          SUPERSEDED SURVEY CONTROL
 BK2388
 BK2388  NAD 83(1986)-  30 26 16.59743(N)    092 42 20.02784(W) AD(       ) 3
 BK2388  NGVD 29 (11/02/92)   15.47   (m)           50.8    (f) LEVELING    3  
 BK2388
 BK2388.Superseded values are not recommended for survey control.
 BK2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2388.See file dsdata.txt to determine how the superseded data were derived.
 BK2388
 BK2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2827267351(NAD 83)
 BK2388_MARKER: DB = BENCH MARK DISK
 BK2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2388_SP_SET: CONCRETE POST
 BK2388_STAMPING: 27V154 1977
 BK2388_MARK LOGO: LADH  
 BK2388_PROJECTION: FLUSH
 BK2388_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2388+STABILITY: SURFACE MOTION
 BK2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2388+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1982
 BK2388
 BK2388  HISTORY     - Date     Condition        Report By
 BK2388  HISTORY     - 1977     MONUMENTED       LADTD
 BK2388  HISTORY     - 1982     GOOD             LADTD
 BK2388  HISTORY     - 19820414 GOOD             NGS
 BK2388  HISTORY     - 19961204 GOOD             USPSQD
 BK2388  HISTORY     - 19981016 GOOD             USPSQD
 BK2388
 BK2388                          STATION DESCRIPTION
 BK2388
 BK2388'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2388'4 KM (2.5 MI) SOUTH FROM ELTON.
 BK2388'ABOUT 0.8 KM (0.5 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2388'IN ELTON TO THE JUNCTION OF STATE HIGHWAY 395, THENCE ABOUT 5 KM
 BK2388'(3.1 MI) SOUTH ALONG STATE HIGHWAY 395 TO THE MARK ON THE RIGHT NEAR A
 BK2388'POWER POLE, 16.3 METERS (53.5 FT) SOUTH OF A DRIVEWAY, 13.6 METERS
 BK2388'(44.5 FT) WEST OF THE CENTER OF STATE HIGHWAY 395, 1.5 METERS (5 FT)
 BK2388'WEST OF A POWER POLE NUMBER 65A-7019.
 BK2388'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BK2388'THE MARK IS 0.30 M BELOW STATE HIGHWAY 395.
 BK2388
 BK2388                          STATION RECOVERY (1982)
 BK2388
 BK2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 BK2388'THE MARK IS LOCATED ABOUT 4.02 KM (2.5 MILES) SOUTH OF ELTON, 23.33 KM
 BK2388'(14.5 MILES) NORTHEAST OF WELSH.
 BK2388' 
 BK2388'TO REACH THE MARK FROM THE INTERSECTION OF US HIGHWAY 190 AND STATE
 BK2388'HIGHWAY 395 IN ELTON, DRIVE SOUTH ALONG STATE HIGHWAY 395 FOR 4.82 KM
 BK2388'(3.0 MILES) TO THE MARK SET ON THE RIGHT AND WEST OF THE HIGHWAY JUST
 BK2388'SOUTH OF A DRIVE LEADING TO A HOUSE.
 BK2388' 
 BK2388'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND US
 BK2388'COAST AND GEODETIC SURVEY BENCH MARK DISK.  IT IS LOCATED 13.56 METERS
 BK2388'(44.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 395, 16.76 METERS
 BK2388'(55.0 FT) SOUTH OF THE CENTER OF THE DRIVE TO THE HOUSE, 1.52 METERS
 BK2388'(5.0 FT) WEST OF A POWER POLE NO 31-292, 0.46 METER (1.5 FT) EAST OF A
 BK2388'METAL WITNESS POST AND SIGN.
 BK2388
 BK2388                          STATION RECOVERY (1996)
 BK2388
 BK2388'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2388'RECOVERED IN GOOD CONDITION.
 BK2388
 BK2388                          STATION RECOVERY (1998)
 BK2388
 BK2388'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2389 ***********************************************************************
 BK2389  DESIGNATION -  27 V 155
 BK2389  PID         -  BK2389
 BK2389  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2389  USGS QUAD   -  ELTON (1994)
 BK2389
 BK2389                         *CURRENT SURVEY CONTROL
 BK2389  ___________________________________________________________________
 BK2389* NAD 83(1986)-  30 26 15.     (N)    092 41 17.     (W)     SCALED    
 BK2389* NAVD 88     -        16.203  (meters)      53.16   (feet)  ADJUSTED  
 BK2389  ___________________________________________________________________
 BK2389  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2389  DYNAMIC HT  -          16.182 (meters)      53.09  (feet)  COMP
 BK2389  MODELED GRAV-     979,332.3   (mgal)                       NAVD 88
 BK2389
 BK2389  VERT ORDER  -  SECOND    CLASS II
 BK2389
 BK2389.The horizontal coordinates were scaled from a topographic map and have
 BK2389.an estimated accuracy of +/- 6 seconds.
 BK2389
 BK2389.The orthometric height was determined by differential leveling
 BK2389.and adjusted by the National Geodetic Survey in February 1994..
 BK2389
 BK2389.The geoid height was determined by GEOID03.
 BK2389
 BK2389.The dynamic height is computed by dividing the NAVD 88
 BK2389.geopotential number by the normal gravity value computed on the
 BK2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2389.degrees latitude (g = 980.6199 gals.).
 BK2389
 BK2389.The modeled gravity was interpolated from observed gravity values.
 BK2389
 BK2389;                    North         East    Units  Estimated Accuracy
 BK2389;SPC LA S     -   215,530.      869,870.      MT  (+/- 180 meters Scaled)
 BK2389
 BK2389                          SUPERSEDED SURVEY CONTROL
 BK2389
 BK2389.No superseded survey control is available for this station.
 BK2389
 BK2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP299673(NAD 83)
 BK2389_MARKER: DB = BENCH MARK DISK
 BK2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2389_SP_SET: CONCRETE POST
 BK2389_STAMPING: 27V155 1977
 BK2389_MARK LOGO: LADH  
 BK2389_PROJECTION: PROJECTING 3 CENTIMETERS
 BK2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2389+STABILITY: SURFACE MOTION
 BK2389
 BK2389  HISTORY     - Date     Condition        Report By
 BK2389  HISTORY     - 1977     MONUMENTED       LADTD
 BK2389  HISTORY     - 1982     GOOD             LADTD
 BK2389  HISTORY     - 19961204 GOOD             USPSQD
 BK2389  HISTORY     - 19981016 GOOD             USPSQD
 BK2389  HISTORY     - 20041203 GOOD             USPSQD
 BK2389
 BK2389                          STATION DESCRIPTION
 BK2389
 BK2389'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2389'4.2 KM (2.6 MI) SOUTH FROM ELTON.
 BK2389'ABOUT 0.8 KM (0.5 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2389'IN ELTON TO THE JUNCTION OF STATE HIGHWAY 395, THENCE ABOUT 5 KM
 BK2389'(3.1 MI) SOUTH ALONG STATE HIGHWAY 395 TO THE JUNCTION OF A PARISH
 BK2389'GRAVELED ROAD, THENCE ABOUT 1.7 KM (1.03 MI) EAST ALONG THE GRAVELED
 BK2389'ROAD TO A CROSS ROADS WITH THE MARK SET IN THE SOUTHEAST QUADRANT OF
 BK2389'THE CROSS ROADS, 20.7 METERS (68 FT) SOUTH OF THE CENTER OF A GRAVELED
 BK2389'PARISH ROAD, 7 METERS (23 FT) EAST OF THE CENTER OF A GRAVELED NORTH
 BK2389'SOUTH PARISH ROAD
 BK2389'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 BK2389'THE MARK IS 0.61 M ABOVE PARISH ROAD.
 BK2389
 BK2389                          STATION RECOVERY (1996)
 BK2389
 BK2389'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2389'RECOVERED IN GOOD CONDITION.
 BK2389
 BK2389                          STATION RECOVERY (1998)
 BK2389
 BK2389'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2389'RECOVERED IN GOOD CONDITION.
 BK2389
 BK2389                          STATION RECOVERY (2004)
 BK2389
 BK2389'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1018 ***********************************************************************
 BK1018  DESIGNATION -  27 V 166 LADTD
 BK1018  PID         -  BK1018
 BK1018  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK1018  USGS QUAD   -  HATHAWAY (1994)
 BK1018
 BK1018                         *CURRENT SURVEY CONTROL
 BK1018  ___________________________________________________________________
 BK1018* NAD 83(1992)-  30 21 01.90324(N)    092 41 16.39001(W)     ADJUSTED  
 BK1018* NAVD 88     -        10.78   (+/-2cm)      35.4  **(feet)  VERTCON   
 BK1018  **This station is located in a subsidence area (see below).
 BK1018  ___________________________________________________________________
 BK1018  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BK1018  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK1018
 BK1018  HORZ ORDER  -  SECOND
 BK1018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1018
 BK1018.The horizontal coordinates were established by classical geodetic methods
 BK1018.and adjusted by the National Geodetic Survey in January 1993..
 BK1018
 BK1018 ** The orthometric height has not been validated since last determined
 BK1018 ** by differential leveling and should not be used for control purposes.
 BK1018 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1018 ** area with valid NAVD 88 orthometric heights.
 BK1018 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1018 ** epoch indicated which incorporates improved geoid heights for the
 BK1018 ** Southern Louisiana Subsidence area.
 BK1018 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1018.The vertical order pertains to the NGVD 29 superseded value.
 BK1018
 BK1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1018
 BK1018.The geoid height was determined by GEOID03.
 BK1018
 BK1018;                    North         East     Units Scale Factor Converg.
 BK1018;SPC LA S     -   205,891.461   869,776.288   MT  0.99994430   -0 40 38.3
 BK1018;SPC LA S     -   675,495.57  2,853,591.04   sFT  0.99994430   -0 40 38.3
 BK1018;UTM  15      - 3,357,669.090   529,996.380   MT  0.99961110   +0 09 27.8
 BK1018
 BK1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1018!SPC LA S     -   1.00000261  x   0.99994430  =   0.99994691
 BK1018!UTM  15      -   1.00000261  x   0.99961110  =   0.99961371
 BK1018
 BK1018                          SUPERSEDED SURVEY CONTROL
 BK1018
 BK1018  NAD 83(1986)-  30 21 01.92331(N)    092 41 16.38396(W) AD(       ) 2
 BK1018  NAD 27      -  30 21 01.19162(N)    092 41 15.87531(W) AD(       ) 2
 BK1018  NGVD 29 (??/??/??)   10.735  (m)           35.22   (f) ADJUSTED    2 0
 BK1018
 BK1018.Superseded values are not recommended for survey control.
 BK1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1018.See file dsdata.txt to determine how the superseded data were derived.
 BK1018
 BK1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2999657669(NAD 83)
 BK1018_MARKER: DD = SURVEY DISK
 BK1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1018_STAMPING: 27V166 1970
 BK1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1018+STABILITY: SURFACE MOTION
 BK1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1018+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 BK1018
 BK1018  HISTORY     - Date     Condition        Report By
 BK1018  HISTORY     - 1970     MONUMENTED       LADTD
 BK1018  HISTORY     - 1974     GOOD             LADH
 BK1018  HISTORY     - 19970125 GOOD             USPSQD
 BK1018  HISTORY     - 19981017 GOOD             USPSQD
 BK1018  HISTORY     - 20021211 GOOD             USPSQD
 BK1018  HISTORY     - 20040105 GOOD             USPSQD
 BK1018  HISTORY     - 20060118 GOOD             JCLS
 BK1018
 BK1018                          STATION DESCRIPTION
 BK1018
 BK1018'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1018'1.00 MI W FROM HATHAWAY.
 BK1018'ABOUT 1.0 MILE WEST ALONG STATE ROUTE 102 FROM THE HATHAWAY SCHOOL,
 BK1018'THENCE 0.05 MILE NORTH ALONG A PARISH GRAVELED ROAD, 23 FEET WEST OF
 BK1018'THE CENTERLINE OF THE PARISH ROAD, 0.5 FOOT EAST OF A COMBINATION
 BK1018'BARBED WIRE AND MESH FENCE, 7.5 FEET EAST OF AN 18 INCH PINE TREE, 118
 BK1018'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOOD FRAME HOUSE, 51 FEET
 BK1018'NORTH OF A FENCE CORNER, 1 FOOT NORTHWEST OF A STEEL WITNESS POST,
 BK1018'ABOUT LEVEL WITH ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BK1018'4 INCHES.  SECTION 17, T8S, R3W.
 BK1018
 BK1018                          STATION RECOVERY (1974)
 BK1018
 BK1018'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1974 (HRR)
 BK1018'THE STATION IS LOCATED 13 MILES EAST OF FENTON, 10 MILES NORTH OF
 BK1018'JENNINGS, 9 MILES SOUTH OF ELTON AND ON PROPERTY OWNED BY MR. WILLIE
 BK1018'HEBERT WHO LIVES ABOUT 350 FEET SOUTH OF THE STATION.
 BK1018'
 BK1018'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK1018'STATE HIGHWAY 26 ABOUT 1 MILE NORTH OF JENNINGS, GO NORTH ON HIGHWAY
 BK1018'26 FOR 7.35 MILES TO THE JUNCTION OF STATE HIGHWAY 102.  TURN LEFT
 BK1018'AND GO WEST ON HIGHWAY 102 FOR 1.0 MILE TO A CROSSROAD AND MR.
 BK1018'HEBERTS HOUSE.  IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN
 BK1018'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR ABOUT 100 FEET TO MR.
 BK1018'HEBERTS DRIVEWAY ON THE LEFT.
 BK1018'
 BK1018'BENCH MARK, STAMPED 27V166 1970 IS A USC AND GS-LOUISIANA DEPARTMENT
 BK1018'OF HIGHWAYS BENCH MARK DISK SET IN AN 8 INCH ROUND CONCRETE MONUMENT
 BK1018'THAT PROJECTS 2 INCHES.  IT IS 49.5 FEET NORTHEAST OF THE CENTER OF
 BK1018'THE WOODEN GATE, 25 FEET NORTH OF A FENCE CORNER, 22.5 FEET WEST
 BK1018'OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT NORTHWEST OF A METAL
 BK1018'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 BK1018'
 BK1018'NEAREST TOWN--ELTON.
 BK1018
 BK1018                          STATION RECOVERY (1997)
 BK1018
 BK1018'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1018'RECOVERED IN GOOD CONDITION.
 BK1018
 BK1018                          STATION RECOVERY (1998)
 BK1018
 BK1018'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1018'RECOVERED IN GOOD CONDITION.
 BK1018
 BK1018                          STATION RECOVERY (2002)
 BK1018
 BK1018'RECOVERY NOTE BY US POWER SQUADRON 2002 (DH)
 BK1018'RECOVERED IN GOOD CONDITION.
 BK1018
 BK1018                          STATION RECOVERY (2004)
 BK1018
 BK1018'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1018'RECOVERED IN GOOD CONDITION.
 BK1018
 BK1018                          STATION RECOVERY (2006)
 BK1018
 BK1018'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BK1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0849 ***********************************************************************
 BK0849  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0849  DESIGNATION -  27 V 27 LADTD
 BK0849  PID         -  BK0849
 BK0849  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0849  USGS QUAD   -  THORNWELL (1985)
 BK0849
 BK0849                         *CURRENT SURVEY CONTROL
 BK0849  ___________________________________________________________________
 BK0849* NAD 83(1992)-  30 05 45.67843(N)    092 49 30.53102(W)     ADJUSTED  
 BK0849* NAVD 88     -         1.91 **(meters)       6.3  **(feet)  GPS OBS(2004.65)
 BK0849  **This station is located in a subsidence area (see below).
 BK0849  ___________________________________________________________________
 BK0849  EPOCH DATE  -        2004.65
 BK0849  X           -    -272,213.756 (meters)                     COMP
 BK0849  Y           -  -5,516,192.416 (meters)                     COMP
 BK0849  Z           -   3,179,574.893 (meters)                     COMP
 BK0849  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK0849  ELLIP HEIGHT-         -25.20  (meters)          (06/22/05) GPS OBS
 BK0849  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK0849
 BK0849  HORZ ORDER  -  B
 BK0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0849  ELLP ORDER  -  FOURTH    CLASS I
 BK0849
 BK0849.The horizontal coordinates were established by GPS observations
 BK0849.and adjusted by the National Geodetic Survey in June 2005..
 BK0849.The horizontal coordinates are valid at the epoch date displayed above.
 BK0849.The epoch date for horizontal control is a decimal equivalence
 BK0849.of Year/Month/Day.
 BK0849
 BK0849 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0849 ** and geoid heights are valid at the date of observation. These heights
 BK0849 ** must always be validated when used as control.
 BK0849 ** The orthometric height was determined by GPS observations using
 BK0849 ** precise GPS observation and processing techniques and a new
 BK0849 ** realization of GEOID03. It supersedes the leveled height previously
 BK0849 ** determined for this station.
 BK0849 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0849 ** epoch indicated which incorporates improved geoid heights for the
 BK0849 ** Southern Louisiana Subsidence area.
 BK0849 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0849.The orthometric height was determined by GPS observations and a
 BK0849.high-resolution geoid model using precise GPS observation and
 BK0849.processing techniques.
 BK0849.The vertical order pertains to the NGVD 29 superseded value.
 BK0849
 BK0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0849
 BK0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0849
 BK0849.The ellipsoidal height was determined by GPS observations
 BK0849.and is referenced to NAD 83.
 BK0849
 BK0849.The geoid height was determined by GEOID03.
 BK0849
 BK0849;                    North         East     Units Scale Factor Converg.
 BK0849;SPC LA S     -   177,845.935   856,213.717   MT  0.99992712   -0 44 45.3
 BK0849;SPC LA S     -   583,482.87  2,809,094.50   sFT  0.99992712   -0 44 45.3
 BK0849;UTM  15      - 3,329,438.313   516,847.873   MT  0.99960350   +0 05 15.6
 BK0849
 BK0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0849!SPC LA S     -   1.00000396  x   0.99992712  =   0.99993108
 BK0849!UTM  15      -   1.00000396  x   0.99960350  =   0.99960746
 BK0849
 BK0849                          SUPERSEDED SURVEY CONTROL
 BK0849
 BK0849  NGVD 29 (??/??/??)    2.219  (m)            7.28   (f) ADJUSTED    2 0
 BK0849
 BK0849.Superseded values are not recommended for survey control.
 BK0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0849.See file dsdata.txt to determine how the superseded data were derived.
 BK0849
 BK0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1684829438(NAD 83)
 BK0849_MARKER: DD = SURVEY DISK
 BK0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0849_STAMPING: 27V27 1969
 BK0849_MARK LOGO: LADTD 
 BK0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0849+STABILITY: SURFACE MOTION
 BK0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0849+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK0849
 BK0849  HISTORY     - Date     Condition        Report By
 BK0849  HISTORY     - 1969     MONUMENTED       LADTD
 BK0849  HISTORY     - 1970     GOOD             LADTD
 BK0849  HISTORY     - 19961209 GOOD             USPSQD
 BK0849  HISTORY     - 20031230 GOOD             USPSQD
 BK0849  HISTORY     - 20040601 GOOD             NGS
 BK0849  HISTORY     - 20040624 GOOD             JCLS
 BK0849  HISTORY     - 20051017 GOOD             NGS
 BK0849
 BK0849                          STATION DESCRIPTION
 BK0849
 BK0849'DESCRIBED BY LA TRANSP AND DEV 1970
 BK0849'2.1 MI N FROM THORNWELL.
 BK0849'ABOUT 2.1 MILES NORTH ALONG STATE ROUTE 99 FROM THE INTERSECTION OF
 BK0849'LA. 99 AND LA. 14, 205 FEET EAST OF THE CENTERLINE OF LA. 99, 104 FEET
 BK0849'SOUTHWEST OF THE SOUTHWEST CORNER OF A CYCLONE FENCE WITH HIGH VOLTAGE
 BK0849'TRANSFORMERS, 45 FEET NORTH OF THE CENTERLINE OF LA. 380, 7 FEET
 BK0849'NORTHWEST OF A POWER POLE, 1 FOOT SOUTHWEST OF A 4 STRAND BARBED WIRE
 BK0849'FENCE, 1 1/2 FEET EAST OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF
 BK0849'ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. SEC 7,
 BK0849'T11S, R4W.
 BK0849
 BK0849                          STATION RECOVERY (1996)
 BK0849
 BK0849'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK0849'RECOVERED IN GOOD CONDITION.
 BK0849
 BK0849                          STATION RECOVERY (2003)
 BK0849
 BK0849'RECOVERY NOTE BY US POWER SQUADRON 2003
 BK0849'RECOVERED IN GOOD CONDITION.
 BK0849
 BK0849                          STATION RECOVERY (2004)
 BK0849
 BK0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0849'RECOVERED AS DESCRIBED.
 BK0849
 BK0849                          STATION RECOVERY (2004)
 BK0849
 BK0849'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (JKH)
 BK0849'THE 1970 DESCRIPTION SHOULD READ 1.6 MI WEST FROM THORNWELL INSTEAD OF
 BK0849'2.1 MI N FROM THORNWELL.  ALSO, 4 STRAND BARB WIRE NO LONGER EXISTS.
 BK0849
 BK0849                          STATION RECOVERY (2005)
 BK0849
 BK0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0830 ***********************************************************************
 BK0830  DESIGNATION -  27 V 43 LADTD
 BK0830  PID         -  BK0830
 BK0830  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0830  USGS QUAD   -  WELSH NORTH (1994)
 BK0830
 BK0830                         *CURRENT SURVEY CONTROL
 BK0830  ___________________________________________________________________
 BK0830* NAD 83(1992)-  30 20 06.06679(N)    092 49 34.72297(W)     ADJUSTED  
 BK0830* NAVD 88     -        11.26   (+/-2cm)      36.9  **(feet)  VERTCON   
 BK0830  **This station is located in a subsidence area (see below).
 BK0830  ___________________________________________________________________
 BK0830  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK0830  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0830
 BK0830  HORZ ORDER  -  SECOND
 BK0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0830
 BK0830.The horizontal coordinates were established by classical geodetic methods
 BK0830.and adjusted by the National Geodetic Survey in January 1993..
 BK0830
 BK0830 ** The orthometric height has not been validated since last determined
 BK0830 ** by differential leveling and should not be used for control purposes.
 BK0830 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0830 ** area with valid NAVD 88 orthometric heights.
 BK0830 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0830 ** epoch indicated which incorporates improved geoid heights for the
 BK0830 ** Southern Louisiana Subsidence area.
 BK0830 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0830.The vertical order pertains to the NGVD 29 superseded value.
 BK0830
 BK0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0830
 BK0830.The geoid height was determined by GEOID03.
 BK0830
 BK0830;                    North         East     Units Scale Factor Converg.
 BK0830;SPC LA S     -   204,337.630   856,446.653   MT  0.99994269   -0 44 47.4
 BK0830;SPC LA S     -   670,397.71  2,809,858.73   sFT  0.99994269   -0 44 47.4
 BK0830;UTM  15      - 3,355,921.850   516,695.271   MT  0.99960344   +0 05 15.8
 BK0830
 BK0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0830!SPC LA S     -   1.00000253  x   0.99994269  =   0.99994522
 BK0830!UTM  15      -   1.00000253  x   0.99960344  =   0.99960597
 BK0830
 BK0830                          SUPERSEDED SURVEY CONTROL
 BK0830
 BK0830  NAD 83(1986)-  30 20 06.08710(N)    092 49 34.71697(W) AD(       ) 2
 BK0830  NAD 27      -  30 20 05.35027(N)    092 49 34.19307(W) AD(       ) 2
 BK0830  NGVD 29 (??/??/??)   11.225  (m)           36.83   (f) ADJUSTED    2 0
 BK0830
 BK0830.Superseded values are not recommended for survey control.
 BK0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0830.See file dsdata.txt to determine how the superseded data were derived.
 BK0830
 BK0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1669555922(NAD 83)
 BK0830_MARKER: DD = SURVEY DISK
 BK0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0830_STAMPING: 27V43 1969
 BK0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0830+STABILITY: SURFACE MOTION
 BK0830
 BK0830  HISTORY     - Date     Condition        Report By
 BK0830  HISTORY     - 1969     MONUMENTED       LADTD
 BK0830  HISTORY     - 1974     GOOD             LADH
 BK0830  HISTORY     - 1974     GOOD             NGS
 BK0830  HISTORY     - 1977     GOOD             LADTD
 BK0830  HISTORY     - 1982     GOOD             LADTD
 BK0830  HISTORY     - 19961118 GOOD             USPSQD
 BK0830  HISTORY     - 19981016 GOOD             USPSQD
 BK0830  HISTORY     - 20030312 GOOD             USPSQD
 BK0830  HISTORY     - 20040420 GOOD             USPSQD
 BK0830  HISTORY     - 20060118 POOR             JCLS
 BK0830
 BK0830                          STATION DESCRIPTION
 BK0830
 BK0830'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0830'7.0 MI N FROM WELSH.
 BK0830'ABOUT 7.0 MILES NORTH ALONG STATE ROUTE 99 FROM THE CALCASIEU MARINE
 BK0830'NATIONAL BANK AT THE CORNER OF SOUTH ADAMS AND EAST SOUTH STREETS IN
 BK0830'WELSH, 103 FEET NORTH OF THE CENTERLINE OF LA. 102, 100 FEET WEST OF
 BK0830'THE CENTERLINE OF LA. 99, 86 FEET NORTHEAST OF A FEDERAL AID MARKER
 BK0830'ALONG LA. 102, 46.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL
 BK0830'BARN BELONGING TO A MR. JAMES PIERCE, 43 FEET SOUTHEAST OF THE
 BK0830'SOUTHWEST CORNER OF THE SAME METAL BARN, 0.8 FEET SOUTHEAST OF A
 BK0830'COMBINATION MESH AND BARBED WIRE FENCE, 1.6 FEET NORTHWEST OF A STEEL
 BK0830'WITNESS POST, ABOUT LEVEL WITH THE ROADWAY, SET IN THE TOP OF A
 BK0830'CONCRETE POST PROJECTING 3 INCHES.  SECTION 24, T8S, R5W.
 BK0830
 BK0830                          STATION RECOVERY (1974)
 BK0830
 BK0830'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1974 (HRR)
 BK0830'STATION IS ABOUT 8-1/2 MILES NORTHEAST OF LACASSINE, 7 MILES NORTH OF
 BK0830'WELSH, 3 MILES WEST-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 99
 BK0830'AND 102 IN THE SMALL COMMUNITY OF PINE ISLAND, IN THE SOUTHWEST
 BK0830'ANGLE OF A SECOND JUNCTION OF HIGHWAYS 99 AND 102 AND ON PROPERTY
 BK0830'OWNED BY MR. F. J. MULLER, 203 NORTH AVENUE K, CROWLEY, LOUISIANA.
 BK0830'PHONE NUMBER 783-4944.
 BK0830'
 BK0830'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK0830'STATE HIGHWAY 99 ABOUT 1 MILE NORTH OF WELSH, GO NORTH ON HIGHWAY 99
 BK0830'FOR 5.8 MILES TO REFERENCE MARK 2 (AZ MK) ON THE RIGHT AS
 BK0830'DESCRIBED.  CONTINUE NORTH ON HIGHWAY 99 FOR 0.25 MILE TO THE
 BK0830'JUNCTION OF STATE HIGHWAY 102.  TURN LEFT AND GO WEST ON HIGHWAY
 BK0830'102 FOR 0.05 MILE TO A METAL GATE ON THE LEFT AND THE STATION AS
 BK0830'DESCRIBED.
 BK0830'
 BK0830'BENCH MARK 27V43 (LDH), STAMPED 27V43 1969, IS A U. S. COAST AND
 BK0830'GEODETIC SURVEY LOUISIANA DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 BK0830'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 BK0830'GROUND.  IT IS 100 FEET WEST OF CENTER OF HIGHWAY 99, 79.5 FEET
 BK0830'NORTHEAST OF A FENCE CORNER, 70.5 FEET NORTHWEST OF CENTER OF
 BK0830'HIGHWAY 102, 1.3 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 BK0830'SOUTHEAST OF A FENCE.
 BK0830'
 BK0830'NEAREST TOWN--FENTON.
 BK0830
 BK0830                          STATION RECOVERY (1974)
 BK0830
 BK0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0830'RECOVERED IN GOOD CONDITION.
 BK0830
 BK0830                          STATION RECOVERY (1977)
 BK0830
 BK0830'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BK0830'ABOUT 7.0 MILES NORTH ALONG STATE ROUTE 99 FROM THE CALCASIEU MARINE
 BK0830'NATIONAL BANK AT THE CORNER OF SOUTH ADAMS AND EAST SOUTH STREETS IN
 BK0830'WELSH, 103 FEET NORTH OF THE CENTERLINE OF LA. 102, 100 FEET WEST OF
 BK0830'THE CENTERLINE OF LA. 99, 86 FEET NORTHEAST OF A FEDERAL-AID MARKER
 BK0830'ALONG LA. 102, 46.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL
 BK0830'BARN BELONGING TO A MR JAMES PIERCE, 43 FEET SOUTHEAST OF THE
 BK0830'SOUTHWEST CORNER OF THE SAME METAL BARN, 0.8 FEET SOUTHEAST OF A
 BK0830'COMBINATION MESH AND BARBED WIRE FENCE, 1.6 FEET NORTHWEST OF A STEEL
 BK0830'WITNESS POST, ABOUT LEVEL WITH THE ROADWAY, SET IN THE TOP OF A
 BK0830'CONCRETE POST PROJECTING 3 INCHES
 BK0830
 BK0830                          STATION RECOVERY (1982)
 BK0830
 BK0830'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK0830'ABOUT 11.27 KM (7.0 MI) NORTH ALONG STATE ROUTE 99 FROM THE CALCASIEU
 BK0830'MARINE NATIONAL BANK AT THE CORNER OF SOUTH ADAMS AND EAST SOUTH
 BK0830'STREETS IN WELSH, 33.8 METERS (103 FT) NORTH OF THE CENTERLINE OF LA.
 BK0830'102, 32.8 METERS (100.0 FT) WEST OF THE CENTERLINE OF LA. 99, 28.2
 BK0830'METERS (86.0 FT) NORTHEAST OF A FEDERAL AID MARKER ALONG LA. 102,
 BK0830'15.3 METERS (46.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF METAL BARN
 BK0830'BELONGING TO A MR. JAMES PIERCE, 14.1 METERS (43.0 FT) SOUTHEAST OF
 BK0830'THE SOUTHWEST CORNER OF THE SAME METAL BARN 0.3 METERS (0.8 FT)
 BK0830'SOUTHEAST OF A COMBINATION MESH AND BARDED WIRE FENCE.
 BK0830
 BK0830                          STATION RECOVERY (1996)
 BK0830
 BK0830'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK0830'RECOVERED IN GOOD CONDITION.
 BK0830
 BK0830                          STATION RECOVERY (1998)
 BK0830
 BK0830'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK0830'RECOVERED IN GOOD CONDITION.
 BK0830
 BK0830                          STATION RECOVERY (2003)
 BK0830
 BK0830'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BK0830'RECOVERED IN GOOD CONDITION.
 BK0830
 BK0830                          STATION RECOVERY (2004)
 BK0830
 BK0830'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0830'RECOVERED IN GOOD CONDITION.
 BK0830
 BK0830                          STATION RECOVERY (2006)
 BK0830
 BK0830'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BK0830'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0816 ***********************************************************************
 BK0816  DESIGNATION -  27 V 51
 BK0816  PID         -  BK0816
 BK0816  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0816  USGS QUAD   -  KINDER (1994)
 BK0816
 BK0816                         *CURRENT SURVEY CONTROL
 BK0816  ___________________________________________________________________
 BK0816* NAD 83(1986)-  30 25 29.     (N)    092 50 34.     (W)     SCALED    
 BK0816* NAVD 88     -        12.065  (meters)      39.58   (feet)  ADJUSTED  
 BK0816  ___________________________________________________________________
 BK0816  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0816  DYNAMIC HT  -          12.049 (meters)      39.53  (feet)  COMP
 BK0816  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 BK0816
 BK0816  VERT ORDER  -  SECOND    CLASS 0
 BK0816
 BK0816.The horizontal coordinates were scaled from a topographic map and have
 BK0816.an estimated accuracy of +/- 6 seconds.
 BK0816
 BK0816.The orthometric height was determined by differential leveling
 BK0816.and adjusted by the National Geodetic Survey in February 1994..
 BK0816
 BK0816.The geoid height was determined by GEOID03.
 BK0816
 BK0816.The dynamic height is computed by dividing the NAVD 88
 BK0816.geopotential number by the normal gravity value computed on the
 BK0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0816.degrees latitude (g = 980.6199 gals.).
 BK0816
 BK0816.The modeled gravity was interpolated from observed gravity values.
 BK0816
 BK0816;                    North         East    Units  Estimated Accuracy
 BK0816;SPC LA S     -   214,300.      854,990.      MT  (+/- 180 meters Scaled)
 BK0816
 BK0816                          SUPERSEDED SURVEY CONTROL
 BK0816
 BK0816  NGVD 29 (??/??/??)   12.030  (m)           39.47   (f) ADJUSTED    2 0
 BK0816
 BK0816.Superseded values are not recommended for survey control.
 BK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0816.See file dsdata.txt to determine how the superseded data were derived.
 BK0816
 BK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP150658(NAD 83)
 BK0816_MARKER: DB = BENCH MARK DISK
 BK0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0816_SP_SET: CONCRETE POST
 BK0816_STAMPING: 27V51 1969
 BK0816_MARK LOGO: LADH  
 BK0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0816+STABILITY: SURFACE MOTION
 BK0816
 BK0816  HISTORY     - Date     Condition        Report By
 BK0816  HISTORY     - 1969     MONUMENTED       LADH
 BK0816  HISTORY     - 1982     GOOD             LADTD
 BK0816  HISTORY     - 19961229 GOOD             USPSQD
 BK0816
 BK0816                          STATION DESCRIPTION
 BK0816
 BK0816'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BK0816'5.90 MI SE FROM KINDER.
 BK0816'ABOUT 1.9 MILES SOUTH ALONG US 165 FROM THE MISSOURI PACIFIC RAILROAD
 BK0816'DEPOT AT KINDER, THENCE 1.65 MILES EAST ALONG A SURFACE TREATED PARISH
 BK0816'ROAD, THENCE 2.95 MILES SOUTH ALONG LA. 3086, 81 FEET SOUTHEAST OF A
 BK0816'POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 45 FEET EAST OF THE
 BK0816'CENTERLINE OF LA. 3086, 33 FEET NORTHEAST OF THE NORTH END OF AN 18
 BK0816'INCH SIDE DRAIN, 2.5 FEET SOUTH OF A 3 STRAND BARBED WIRE FENCE, 2.0
 BK0816'FEET SOUTHEAST OF A STEEL WITNESS POST, 2 FEET ABOVE THE ROADWAY, SET
 BK0816'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. SECTION 24, T7S,
 BK0816'R5W.
 BK0816
 BK0816                          STATION RECOVERY (1982)
 BK0816
 BK0816'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK0816'RECOVERED IN GOOD CONDITION.
 BK0816
 BK0816                          STATION RECOVERY (1996)
 BK0816
 BK0816'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0815 ***********************************************************************
 BK0815  DESIGNATION -  27 V 52
 BK0815  PID         -  BK0815
 BK0815  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0815  USGS QUAD   -  KINDER (1994)
 BK0815
 BK0815                         *CURRENT SURVEY CONTROL
 BK0815  ___________________________________________________________________
 BK0815* NAD 83(1986)-  30 26 13.     (N)    092 50 35.     (W)     SCALED    
 BK0815* NAVD 88     -        12.541  (meters)      41.14   (feet)  ADJUSTED  
 BK0815  ___________________________________________________________________
 BK0815  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0815  DYNAMIC HT  -          12.525 (meters)      41.09  (feet)  COMP
 BK0815  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 BK0815
 BK0815  VERT ORDER  -  SECOND    CLASS 0
 BK0815
 BK0815.The horizontal coordinates were scaled from a topographic map and have
 BK0815.an estimated accuracy of +/- 6 seconds.
 BK0815
 BK0815.The orthometric height was determined by differential leveling
 BK0815.and adjusted by the National Geodetic Survey in February 1994..
 BK0815.WARNING-Repeat measurements at this control monument indicate possible
 BK0815.vertical movement.
 BK0815
 BK0815.The geoid height was determined by GEOID03.
 BK0815
 BK0815.The dynamic height is computed by dividing the NAVD 88
 BK0815.geopotential number by the normal gravity value computed on the
 BK0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0815.degrees latitude (g = 980.6199 gals.).
 BK0815
 BK0815.The modeled gravity was interpolated from observed gravity values.
 BK0815
 BK0815;                    North         East    Units  Estimated Accuracy
 BK0815;SPC LA S     -   215,660.      854,990.      MT  (+/- 180 meters Scaled)
 BK0815
 BK0815                          SUPERSEDED SURVEY CONTROL
 BK0815
 BK0815  NGVD 29 (??/??/??)   12.488  (m)           40.97   (f) ADJUSTED    2 0
 BK0815
 BK0815.Superseded values are not recommended for survey control.
 BK0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0815.See file dsdata.txt to determine how the superseded data were derived.
 BK0815
 BK0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP150672(NAD 83)
 BK0815_MARKER: DB = BENCH MARK DISK
 BK0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0815_SP_SET: CONCRETE POST
 BK0815_STAMPING: 27V52 1969
 BK0815_MARK LOGO: LADH  
 BK0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0815+STABILITY: SURFACE MOTION
 BK0815
 BK0815  HISTORY     - Date     Condition        Report By
 BK0815  HISTORY     - 1969     MONUMENTED       LADH
 BK0815  HISTORY     - 1982     GOOD             LADTD
 BK0815  HISTORY     - 19961229 GOOD             USPSQD
 BK0815
 BK0815                          STATION DESCRIPTION
 BK0815
 BK0815'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BK0815'5.05 MI SE FROM KINDER.
 BK0815'ABOUT 1.9 MILES SOUTH ALONG US 165 FROM THE MISSOURI PACIFIC RAILROAD
 BK0815'DEPOT AT KINDER, THENCE 1.05 MILES EAST ALONG A SURFACE TREATED PARISH
 BK0815'ROAD, THENCE 2.1 MILES SOUTH ALONG LA. 3086, 97 FEET NORTHEAST OF THE
 BK0815'CENTERLINE OF A 7 X 14 FEET CATTLE GUARD LEADING TO A MR. C. MANUEL
 BK0815'RESIDENCE, 86 FEET NORTHWEST OF A TELEPHONE POLE, 64 FEET EAST OF THE
 BK0815'CENTERLINE OF LA. 3086, 44 FEET SOUTHEAST OF A TELEPHONE POLE, 0.7
 BK0815'FEET SOUTH OF A 5 STRAND BARBED WIRE FENCE, 1.6 FEET EAST OF A STEEL
 BK0815'WITNESS POST, 1 FOOT ABOVE ROADWAY, SET IN THE TOP OF A CONCRETE POST
 BK0815'PROJECTING 3 INCHES.  SECTION 24, T7S, R5W.
 BK0815
 BK0815                          STATION RECOVERY (1982)
 BK0815
 BK0815'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK0815'RECOVERED IN GOOD CONDITION.
 BK0815
 BK0815                          STATION RECOVERY (1996)
 BK0815
 BK0815'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0842 ***********************************************************************
 BK0842  DESIGNATION -  27 V 62 LADTD
 BK0842  PID         -  BK0842
 BK0842  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0842  USGS QUAD   -  WELSH SOUTH (1985)
 BK0842
 BK0842                         *CURRENT SURVEY CONTROL
 BK0842  ___________________________________________________________________
 BK0842* NAD 83(1992)-  30 11 09.33197(N)    092 49 02.49431(W)     ADJUSTED  
 BK0842* NAVD 88     -         3.99   (+/-2cm)      13.1  **(feet)  VERTCON   
 BK0842  **This station is located in a subsidence area (see below).
 BK0842  ___________________________________________________________________
 BK0842  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK0842  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK0842
 BK0842  HORZ ORDER  -  SECOND
 BK0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0842
 BK0842.The horizontal coordinates were established by classical geodetic methods
 BK0842.and adjusted by the National Geodetic Survey in January 1993..
 BK0842
 BK0842 ** The orthometric height has not been validated since last determined
 BK0842 ** by differential leveling and should not be used for control purposes.
 BK0842 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0842 ** area with valid NAVD 88 orthometric heights.
 BK0842 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0842 ** epoch indicated which incorporates improved geoid heights for the
 BK0842 ** Southern Louisiana Subsidence area.
 BK0842 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0842.The vertical order pertains to the NGVD 29 superseded value.
 BK0842
 BK0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0842
 BK0842.The geoid height was determined by GEOID03.
 BK0842
 BK0842;                    North         East     Units Scale Factor Converg.
 BK0842;SPC LA S     -   187,800.908   857,093.366   MT  0.99993094   -0 44 31.3
 BK0842;SPC LA S     -   616,143.48  2,811,980.48   sFT  0.99993094   -0 44 31.3
 BK0842;UTM  15      - 3,339,401.791   517,582.336   MT  0.99960381   +0 05 30.6
 BK0842
 BK0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0842!SPC LA S     -   1.00000365  x   0.99993094  =   0.99993459
 BK0842!UTM  15      -   1.00000365  x   0.99960381  =   0.99960746
 BK0842
 BK0842:                Primary Azimuth Mark                     Grid Az
 BK0842:SPC LA S     -  WELSH                                    027 46 47.6
 BK0842:UTM  15      -  WELSH                                    026 56 45.7
 BK0842
 BK0842|---------------------------------------------------------------------|
 BK0842| PID    Reference Object                     Distance      Geod. Az  |
 BK0842|                                                           dddmmss.s |
 BK0842| BK2931 WELSH                               APPROX. 4.8 KM 0270216.3 |
 BK0842| BK2933 ADAM                                 10.744 METERS 05741     |
 BK0842|---------------------------------------------------------------------|
 BK0842
 BK0842                          SUPERSEDED SURVEY CONTROL
 BK0842
 BK0842  NAD 83(1986)-  30 11 09.35264(N)    092 49 02.48895(W) AD(       ) 2
 BK0842  NAD 27      -  30 11 08.60095(N)    092 49 01.96435(W) AD(       ) 2
 BK0842  NGVD 29 (??/??/??)    3.945  (m)           12.94   (f) ADJUSTED    2 0
 BK0842
 BK0842.Superseded values are not recommended for survey control.
 BK0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0842.See file dsdata.txt to determine how the superseded data were derived.
 BK0842
 BK0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1758239402(NAD 83)
 BK0842_MARKER: DD = SURVEY DISK
 BK0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0842_STAMPING: 27V62 1969
 BK0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0842+STABILITY: SURFACE MOTION
 BK0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK0842+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BK0842
 BK0842  HISTORY     - Date     Condition        Report By
 BK0842  HISTORY     - 1969     MONUMENTED       LADTD
 BK0842  HISTORY     - 1974     GOOD             LADH
 BK0842  HISTORY     - 19970125 GOOD             USPSQD
 BK0842  HISTORY     - 19981017 GOOD             USPSQD
 BK0842  HISTORY     - 20031230 GOOD             USPSQD
 BK0842  HISTORY     - 20050204 GOOD             USPSQD
 BK0842
 BK0842                          STATION DESCRIPTION
 BK0842
 BK0842'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0842'3.8 MI SE FROM WELSH.
 BK0842'ABOUT 0.3 MILE SOUTH ALONG STATE ROUTE 99 FROM THE CALCASIEU MARINE
 BK0842'NATIONAL BANK AT THE CORNER OF SOUTH ADAMS AND EAST SOUTH STREETS IN
 BK0842'WELSH, THENCE 0.2 MILE EAST ALONG US 90, THENCE 3.3 MILES SOUTH ALONG
 BK0842'LA. 99, 131 FEET SOUTH OF THE SOUTHEAST CORNER OF A METAL GARAGE ON
 BK0842'THE PROPERTY OF MR. ADAM MALLET, 69 FEET WEST OF THE CENTERLINE OF LA.
 BK0842'99, 1.7 FEET NORTH OF A COMBINATION MESH AND BARBED WIRE FENCE, 2.0
 BK0842'FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROADWAY, SET
 BK0842'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  SECTION 18, T10S,
 BK0842'R4W.
 BK0842
 BK0842                          STATION RECOVERY (1974)
 BK0842
 BK0842'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK0842'THE STATION IS LOCATED 3 MILES SOUTH OF WELSH, 9 MILES SOUTHWEST OF
 BK0842'JENNINGS AND 6 MILES SOUTHEAST OF LACASSINE, IN THE NORTHWEST
 BK0842'QUARTER OF SECTION 18, T10S, R4W AND ON PROPERTY OWNED BY THE
 BK0842'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK0842'
 BK0842'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BK0842'STATE HIGHWAY 99 IN WELSH, GO SOUTH ON STATE HIGHWAY 99 FOR 2.6
 BK0842'MILES TO THE STATION SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR A
 BK0842'GATE AND A CONCRETE CULVERT.
 BK0842'
 BK0842'BM 27V62 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U. S.
 BK0842'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 BK0842'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 BK0842'STAMPED 27V62 1969.  IT IS 68 FEET WEST OF THE CENTER OF STATE
 BK0842'HIGHWAY 99, 45 FEET SOUTHWEST OF THE NORTH END OF A CONCRETE
 BK0842'CULVERT, 40 FEET WEST OF THE SOUTH END OF A CONCRETE CULVERT, 2 FEET
 BK0842'WEST OF A METAL WITNESS POST AND SIGN AND 1.5 FEET NORTH OF A FENCE.
 BK0842'
 BK0842'NEAREST TOWN--WELSH.
 BK0842
 BK0842                          STATION RECOVERY (1997)
 BK0842
 BK0842'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK0842'RECOVERED IN GOOD CONDITION.
 BK0842
 BK0842                          STATION RECOVERY (1998)
 BK0842
 BK0842'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK0842'RECOVERED IN GOOD CONDITION.
 BK0842
 BK0842                          STATION RECOVERY (2003)
 BK0842
 BK0842'RECOVERY NOTE BY US POWER SQUADRON 2003
 BK0842'RECOVERED IN GOOD CONDITION.
 BK0842
 BK0842                          STATION RECOVERY (2005)
 BK0842
 BK0842'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1695 ***********************************************************************
 BK1695  DESIGNATION -  27 V 93
 BK1695  PID         -  BK1695
 BK1695  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK1695  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK1695
 BK1695                         *CURRENT SURVEY CONTROL
 BK1695  ___________________________________________________________________
 BK1695* NAD 83(1986)-  30 25 22.     (N)    092 59 59.     (W)     SCALED    
 BK1695* NAVD 88     -         8.041  (meters)      26.38   (feet)  ADJUSTED  
 BK1695  ___________________________________________________________________
 BK1695  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK1695  DYNAMIC HT  -           8.031 (meters)      26.35  (feet)  COMP
 BK1695  MODELED GRAV-     979,335.9   (mgal)                       NAVD 88
 BK1695
 BK1695  VERT ORDER  -  FIRST     CLASS II
 BK1695
 BK1695.The horizontal coordinates were scaled from a topographic map and have
 BK1695.an estimated accuracy of +/- 6 seconds.
 BK1695
 BK1695.The orthometric height was determined by differential leveling
 BK1695.and adjusted by the National Geodetic Survey in February 1994..
 BK1695
 BK1695.The geoid height was determined by GEOID03.
 BK1695
 BK1695.The dynamic height is computed by dividing the NAVD 88
 BK1695.geopotential number by the normal gravity value computed on the
 BK1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1695.degrees latitude (g = 980.6199 gals.).
 BK1695
 BK1695.The modeled gravity was interpolated from observed gravity values.
 BK1695
 BK1695;                    North         East    Units  Estimated Accuracy
 BK1695;SPC LA S     -   214,300.      839,920.      MT  (+/- 180 meters Scaled)
 BK1695
 BK1695                          SUPERSEDED SURVEY CONTROL
 BK1695
 BK1695  NGVD 29 (??/??/??)    8.037  (m)           26.37   (f) ADJUSTED    1 2
 BK1695
 BK1695.Superseded values are not recommended for survey control.
 BK1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1695.See file dsdata.txt to determine how the superseded data were derived.
 BK1695
 BK1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP000656(NAD 83)
 BK1695_MARKER: DD = SURVEY DISK
 BK1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1695_SP_SET: CONCRETE POST
 BK1695_STAMPING: 27V93 1969
 BK1695_MARK LOGO: LADH  
 BK1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1695+STABILITY: SURFACE MOTION
 BK1695
 BK1695  HISTORY     - Date     Condition        Report By
 BK1695  HISTORY     - 1969     MONUMENTED       LADTD
 BK1695  HISTORY     - 1986     GOOD             NGS
 BK1695
 BK1695                          STATION DESCRIPTION
 BK1695
 BK1695'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1695'12.85 MI SW FROM KINDER.
 BK1695'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK1695'RAILROAD STATION AT KINDER TO THE INTERSECTION US 190 AND A SURFACE
 BK1695'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK1695'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE
 BK1695'7.65 MILES SOUTHWEST ALONG STATE ROUTE 383, 114 FEET EAST OF THE
 BK1695'CENTERLINE OF STATE ROUTE 383, 23 FEET SOUTH OF THE CENTERLINE OF A
 BK1695'GRAVEL ROAD LEADING EAST TO A MR. CARL BEBEE RESIDENT, 0.7 FEET NORTH
 BK1695'OF A COMBINATION MESH AND BARBED WIRE FENCE, 66 FEET SOUTHEAST OF A
 BK1695'POWER POLE BEARING A GUY WIRE.  THIS MARKER MAY ALSO BE FOUND BY
 BK1695'DRIVING 13.45 MILES NORTH ALONG STATE ROUTE 383, FROM THE POST OFFICE
 BK1695'AT IOWA.  IT IS 1.8 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT
 BK1695'LEVEL WITH ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BK1695'INCHES.  SECTION 29, T 7 S, R 6 W
 BK1695
 BK1695                          STATION RECOVERY (1986)
 BK1695
 BK1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0858 ***********************************************************************
 BK0858  DESIGNATION -  27 V 94
 BK0858  PID         -  BK0858
 BK0858  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0858  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0858
 BK0858                         *CURRENT SURVEY CONTROL
 BK0858  ___________________________________________________________________
 BK0858* NAD 83(1986)-  30 26 14.     (N)    092 59 47.     (W)     SCALED    
 BK0858* NAVD 88     -         9.33   (+/-2cm)      30.6    (feet)  VERTCON   
 BK0858  ___________________________________________________________________
 BK0858  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0858
 BK0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0858
 BK0858.The horizontal coordinates were scaled from a topographic map and have
 BK0858.an estimated accuracy of +/- 6 seconds.
 BK0858
 BK0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0858.The vertical order pertains to the NGVD 29 superseded value.
 BK0858
 BK0858.The geoid height was determined by GEOID03.
 BK0858
 BK0858;                    North         East    Units  Estimated Accuracy
 BK0858;SPC LA S     -   215,890.      840,260.      MT  (+/- 180 meters Scaled)
 BK0858
 BK0858                          SUPERSEDED SURVEY CONTROL
 BK0858
 BK0858  NGVD 29 (??/??/??)    9.267  (m)           30.40   (f) ADJUSTED    2 0
 BK0858
 BK0858.Superseded values are not recommended for survey control.
 BK0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0858.See file dsdata.txt to determine how the superseded data were derived.
 BK0858
 BK0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP003672(NAD 83)
 BK0858_MARKER: DD = SURVEY DISK
 BK0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0858_STAMPING: 27V94 1969
 BK0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0858+STABILITY: SURFACE MOTION
 BK0858
 BK0858  HISTORY     - Date     Condition        Report By
 BK0858  HISTORY     - 1969     MONUMENTED       LADTD
 BK0858  HISTORY     - 1982     MARK NOT FOUND   USGS
 BK0858  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK0858  HISTORY     - 20040115 MARK NOT FOUND   USPSQD
 BK0858
 BK0858                          STATION DESCRIPTION
 BK0858
 BK0858'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0858'11.8 MI SW FROM KINDER.
 BK0858'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0858'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0858'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK0858'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE 6.6
 BK0858'MILES SOUTHWEST ALONG STATE ROUTE 383, 68 FEET EAST OF THE CENTERLINE
 BK0858'OF STATE ROUTE 383, 42 FEET SOUTHEAST OF THE EAST END OF A 30 INCH
 BK0858'CROSS DRAIN, 1 FOOT SOUTH OF A COMBINATION MESH AND BARBED WIRE FENCE,
 BK0858'1.7 FEET NORTH OF A STEEL WITNESS POST, 2 FEET BELOW LEVEL OF ROADWAY,
 BK0858'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. SECTION 21, T
 BK0858'7S, R 6W.
 BK0858
 BK0858                          STATION RECOVERY (1982)
 BK0858
 BK0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BK0858'MARK NOT FOUND.
 BK0858
 BK0858                          STATION RECOVERY (1986)
 BK0858
 BK0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0858'NOT RECOVERED, THE DESCRIPTION IS INADEQUATE TO LOCATE THE MARK.
 BK0858
 BK0858                          STATION RECOVERY (2004)
 BK0858
 BK0858'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1435 ***********************************************************************
 CP1435  DESIGNATION -  2700 A BOLT
 CP1435  PID         -  CP1435
 CP1435  STATE/COUNTY-  LA/MADISON
 CP1435  USGS QUAD   -  ASHLY (1972)
 CP1435
 CP1435                         *CURRENT SURVEY CONTROL
 CP1435  ___________________________________________________________________
 CP1435* NAD 83(1986)-  32 25 54.     (N)    091 04 04.     (W)     SCALED    
 CP1435* NAVD 88     -        25.64   (+/-2cm)      84.1    (feet)  VERTCON   
 CP1435  ___________________________________________________________________
 CP1435  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP1435
 CP1435  VERT ORDER  -  ? (See Below)
 CP1435
 CP1435.The horizontal coordinates were scaled from a topographic map and have
 CP1435.an estimated accuracy of +/- 6 seconds.
 CP1435
 CP1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1435.The vertical order pertains to the NGVD 29 superseded value.
 CP1435
 CP1435.The geoid height was determined by GEOID03.
 CP1435
 CP1435;                    North         East    Units  Estimated Accuracy
 CP1435;SPC LA N     -   215,070.    1,134,690.      MT  (+/- 180 meters Scaled)
 CP1435
 CP1435                          SUPERSEDED SURVEY CONTROL
 CP1435
 CP1435  NGVD 29 (??/??/92)   25.648  (m)           84.15   (f) ADJ UNCH    ?  
 CP1435
 CP1435.Superseded values are not recommended for survey control.
 CP1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1435.See file dsdata.txt to determine how the superseded data were derived.
 CP1435
 CP1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR816899(NAD 83)
 CP1435_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1435_SETTING: 66 = SET IN ROCK OUTCROP
 CP1435_SP_SET: STONE
 CP1435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP1435+STABILITY: POSITION/ELEVATION WELL
 CP1435
 CP1435  HISTORY     - Date     Condition        Report By
 CP1435  HISTORY     - UNK      MONUMENTED       DOD
 CP1435  HISTORY     - 1934     GOOD             DOD
 CP1435
 CP1435                          STATION DESCRIPTION
 CP1435
 CP1435'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1435'3 MI NW FROM DUCKPORT.
 CP1435'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1435'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 3 MILES NORTHWEST OF
 CP1435'DUCKPORT, LA.  518 FEET SOUTH OF LEVEE STA. NO. 2700.  IN EDGE OF
 CP1435'DENSE COTTONWOOD AND WILLOWS.  2000 FEET SOUTHEAST OF CABIN TEELE
 CP1435'CREVASSE 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1434 ***********************************************************************
 CP1434  DESIGNATION -  2700 A CAP
 CP1434  PID         -  CP1434
 CP1434  STATE/COUNTY-  LA/MADISON
 CP1434  USGS QUAD   -  ASHLY (1972)
 CP1434
 CP1434                         *CURRENT SURVEY CONTROL
 CP1434  ___________________________________________________________________
 CP1434* NAD 83(1986)-  32 25 54.     (N)    091 04 04.     (W)     SCALED    
 CP1434* NAVD 88     -        26.87   (+/-2cm)      88.2    (feet)  VERTCON   
 CP1434  ___________________________________________________________________
 CP1434  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP1434
 CP1434  VERT ORDER  -  ? (See Below)
 CP1434
 CP1434.The horizontal coordinates were scaled from a topographic map and have
 CP1434.an estimated accuracy of +/- 6 seconds.
 CP1434
 CP1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1434.The vertical order pertains to the NGVD 29 superseded value.
 CP1434
 CP1434.The geoid height was determined by GEOID03.
 CP1434
 CP1434;                    North         East    Units  Estimated Accuracy
 CP1434;SPC LA N     -   215,070.    1,134,690.      MT  (+/- 180 meters Scaled)
 CP1434
 CP1434                          SUPERSEDED SURVEY CONTROL
 CP1434
 CP1434  NGVD 29 (??/??/92)   26.876  (m)           88.18   (f) ADJ UNCH    ?  
 CP1434
 CP1434.Superseded values are not recommended for survey control.
 CP1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1434.See file dsdata.txt to determine how the superseded data were derived.
 CP1434
 CP1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR816899(NAD 83)
 CP1434_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1434_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1434
 CP1434  HISTORY     - Date     Condition        Report By
 CP1434  HISTORY     - UNK      MONUMENTED       DOD
 CP1434  HISTORY     - 1934     GOOD             DOD
 CP1434
 CP1434                          STATION DESCRIPTION
 CP1434
 CP1434'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1434'3 MI NW FROM DUCKPORT.
 CP1434'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1434'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 3 MILES NORTHWEST OF
 CP1434'DUCKPORT, LA.  518 FEET SOUTH OF LEVEE STA. NO. 2700.  IN EDGE OF
 CP1434'DENSE COTTONWOOD AND WILLOWS.  2000 FEET SOUTHEAST OF CABIN TEELE
 CP1434'CREVASSE 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1327 ***********************************************************************
 DL1327  DESIGNATION -  271
 DL1327  PID         -  DL1327
 DL1327  STATE/COUNTY-  LA/UNION
 DL1327  USGS QUAD   -  STRONG (1981)
 DL1327
 DL1327                         *CURRENT SURVEY CONTROL
 DL1327  ___________________________________________________________________
 DL1327* NAD 83(1992)-  33 00 39.11459(N)    092 22 04.66476(W)     ADJUSTED  
 DL1327* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 DL1327  ___________________________________________________________________
 DL1327  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DL1327  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL1327
 DL1327  HORZ ORDER  -  SECOND
 DL1327
 DL1327.The horizontal coordinates were established by classical geodetic methods
 DL1327.and adjusted by the National Geodetic Survey in September 1999..
 DL1327
 DL1327.The orthometric height was scaled from a topographic map.
 DL1327
 DL1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1327
 DL1327.The geoid height was determined by GEOID03.
 DL1327
 DL1327;                    North         East     Units Scale Factor Converg.
 DL1327;SPC LA N     -   278,418.328 1,012,339.011   MT  1.00009662   +0 04 11.3
 DL1327;SPC LA N     -   913,444.13  3,321,315.57   sFT  1.00009662   +0 04 11.3
 DL1327;SPC AR S     -   438,239.139   365,614.381   MT  1.00007666   -0 12 21.4
 DL1327;SPC AR S     - 1,437,789.58  1,199,519.85   sFT  1.00007666   -0 12 21.4
 DL1327;UTM  15      - 3,652,668.857   559,035.569   MT  0.99964297   +0 20 39.6
 DL1327
 DL1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1327!SPC LA N     -   0.99999219  x   1.00009662  =   1.00008881
 DL1327!SPC AR S     -   0.99999219  x   1.00007666  =   1.00006885
 DL1327!UTM  15      -   0.99999219  x   0.99964297  =   0.99963516
 DL1327
 DL1327                          SUPERSEDED SURVEY CONTROL
 DL1327
 DL1327  NAD 83(1992)-  33 00 39.12645(N)    092 22 04.65840(W) AD(       ) 2
 DL1327  NAD 83(1986)-  33 00 39.12719(N)    092 22 04.65645(W) AD(       ) 2
 DL1327  NAD 27      -  33 00 38.65500(N)    092 22 04.14500(W) AD(       ) 2
 DL1327
 DL1327.Superseded values are not recommended for survey control.
 DL1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1327.See file dsdata.txt to determine how the superseded data were derived.
 DL1327
 DL1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5903652669(NAD 83)
 DL1327_MARKER: DB = BENCH MARK DISK
 DL1327_SETTING: 0 = UNSPECIFIED SETTING
 DL1327
 DL1327  HISTORY     - Date     Condition        Report By
 DL1327  HISTORY     - 1952     MONUMENTED       USGS
 DL1327
 DL1327                          STATION DESCRIPTION
 DL1327
 DL1327'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RCD)
 DL1327'THE STATION IS 10.5 MILES NORTHWEST OF MARION, 7 MILES SOUTH
 DL1327'OF STRONG, ARKANSAS, AND ON THE ARKANSAS-LOUISIANA STATE LINE.
 DL1327'
 DL1327'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 DL1327'DONAGHEY.  IT IS 171.359 METERS (562.20 FEET) NORTH OF STATION
 DL1327'DONAGHEY.  THE MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK
 DL1327'DISK SET IN A DRILL HOLE ON THE TOP STEP OF THE DONAGHEY
 DL1327'MEMORIAL MONUMENT.  THE DISK IS STAMPED 271.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1438 ***********************************************************************
 CP1438  DESIGNATION -  2750 A BOLT
 CP1438  PID         -  CP1438
 CP1438  STATE/COUNTY-  LA/MADISON
 CP1438  USGS QUAD   -  ASHLY (1972)
 CP1438
 CP1438                         *CURRENT SURVEY CONTROL
 CP1438  ___________________________________________________________________
 CP1438* NAD 83(1986)-  32 25 38.     (N)    091 03 18.     (W)     SCALED    
 CP1438* NAVD 88     -        25.73   (+/-2cm)      84.4    (feet)  VERTCON   
 CP1438  ___________________________________________________________________
 CP1438  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP1438
 CP1438  VERT ORDER  -  ? (See Below)
 CP1438
 CP1438.The horizontal coordinates were scaled from a topographic map and have
 CP1438.an estimated accuracy of +/- 6 seconds.
 CP1438
 CP1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1438.The vertical order pertains to the NGVD 29 superseded value.
 CP1438
 CP1438.The geoid height was determined by GEOID03.
 CP1438
 CP1438;                    North         East    Units  Estimated Accuracy
 CP1438;SPC LA N     -   214,590.    1,135,900.      MT  (+/- 180 meters Scaled)
 CP1438
 CP1438                          SUPERSEDED SURVEY CONTROL
 CP1438
 CP1438  NGVD 29 (??/??/92)   25.742  (m)           84.46   (f) ADJ UNCH    ?  
 CP1438
 CP1438.Superseded values are not recommended for survey control.
 CP1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1438.See file dsdata.txt to determine how the superseded data were derived.
 CP1438
 CP1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR828894(NAD 83)
 CP1438_MARKER: B = BOLT
 CP1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1438_SP_SET: STONE
 CP1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1438+STABILITY: SURFACE MOTION
 CP1438
 CP1438  HISTORY     - Date     Condition        Report By
 CP1438  HISTORY     - UNK      MONUMENTED       DOD
 CP1438  HISTORY     - 1934     GOOD             DOD
 CP1438
 CP1438                          STATION DESCRIPTION
 CP1438
 CP1438'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1438'2 MI N FROM DUCKPORT.
 CP1438'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1438'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 2 MILES NORTH OF
 CP1438'DUCKPORT, LA.  417 FEET SOUTHWEST OF LEVEE STATION NO. 2750.  IN EDGE
 CP1438'OF WILLOWS AND SWAMP.  1500 FEET SOUTH OF P.B.M. JUNCTION AND B.M.
 CP1438'MLK-7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1437 ***********************************************************************
 CP1437  DESIGNATION -  2750 A CAP
 CP1437  PID         -  CP1437
 CP1437  STATE/COUNTY-  LA/MADISON
 CP1437  USGS QUAD   -  ASHLY (1972)
 CP1437
 CP1437                         *CURRENT SURVEY CONTROL
 CP1437  ___________________________________________________________________
 CP1437* NAD 83(1986)-  32 25 38.     (N)    091 03 18.     (W)     SCALED    
 CP1437* NAVD 88     -        26.95   (+/-2cm)      88.4    (feet)  VERTCON   
 CP1437  ___________________________________________________________________
 CP1437  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP1437
 CP1437  VERT ORDER  -  ? (See Below)
 CP1437
 CP1437.The horizontal coordinates were scaled from a topographic map and have
 CP1437.an estimated accuracy of +/- 6 seconds.
 CP1437
 CP1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1437.The vertical order pertains to the NGVD 29 superseded value.
 CP1437
 CP1437.The geoid height was determined by GEOID03.
 CP1437
 CP1437;                    North         East    Units  Estimated Accuracy
 CP1437;SPC LA N     -   214,590.    1,135,900.      MT  (+/- 180 meters Scaled)
 CP1437
 CP1437                          SUPERSEDED SURVEY CONTROL
 CP1437
 CP1437  NGVD 29 (??/??/92)   26.958  (m)           88.44   (f) ADJ UNCH    ?  
 CP1437
 CP1437.Superseded values are not recommended for survey control.
 CP1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1437.See file dsdata.txt to determine how the superseded data were derived.
 CP1437
 CP1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR828894(NAD 83)
 CP1437_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1437
 CP1437  HISTORY     - Date     Condition        Report By
 CP1437  HISTORY     - UNK      MONUMENTED       DOD
 CP1437  HISTORY     - 1934     GOOD             DOD
 CP1437
 CP1437                          STATION DESCRIPTION
 CP1437
 CP1437'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1437'2 MI N FROM DUCKPORT.
 CP1437'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1437'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 2 MILES NORTH OF
 CP1437'DUCKPORT, LA.  417 FEET SOUTHWEST OF LEVEE STATION NO. 2750.  IN EDGE
 CP1437'OF WILLOWS AND SWAMP.  1500 FEET SOUTH OF P.B.M. JUNCTION AND B.M.
 CP1437'MLK-7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0031 ***********************************************************************
 BK0031  DESIGNATION -  2757
 BK0031  PID         -  BK0031
 BK0031  STATE/COUNTY-  LA/EVANGELINE
 BK0031  USGS QUAD   -  VILLE PLATTE (1983)
 BK0031
 BK0031                         *CURRENT SURVEY CONTROL
 BK0031  ___________________________________________________________________
 BK0031* NAD 83(1986)-  30 41 09.     (N)    092 16 27.     (W)     SCALED    
 BK0031* NAVD 88     -        23.24   (+/-2cm)      76.2    (feet)  VERTCON   
 BK0031  ___________________________________________________________________
 BK0031  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK0031
 BK0031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0031
 BK0031.The horizontal coordinates were scaled from a topographic map and have
 BK0031.an estimated accuracy of +/- 6 seconds.
 BK0031
 BK0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0031.The vertical order pertains to the NGVD 29 superseded value.
 BK0031
 BK0031.The geoid height was determined by GEOID03.
 BK0031
 BK0031;                    North         East    Units  Estimated Accuracy
 BK0031;SPC LA S     -   242,660.      909,850.      MT  (+/- 180 meters Scaled)
 BK0031
 BK0031                          SUPERSEDED SURVEY CONTROL
 BK0031
 BK0031  NGVD 29 (??/??/??)   23.203  (m)           76.13   (f) ADJUSTED    2 0
 BK0031
 BK0031.Superseded values are not recommended for survey control.
 BK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0031.See file dsdata.txt to determine how the superseded data were derived.
 BK0031
 BK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP695950(NAD 83)
 BK0031_MARKER: DD = SURVEY DISK
 BK0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0031_STAMPING: 2757
 BK0031_MARK LOGO: LAGS  
 BK0031_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0031+STABILITY: SURFACE MOTION
 BK0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0031+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1996
 BK0031
 BK0031  HISTORY     - Date     Condition        Report By
 BK0031  HISTORY     - UNK      MONUMENTED       LAGS
 BK0031  HISTORY     - 1961     GOOD             CGS
 BK0031  HISTORY     - 1979     POOR             LADTD
 BK0031  HISTORY     - 19960304 GOOD             LADTD
 BK0031
 BK0031                          STATION DESCRIPTION
 BK0031
 BK0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0031'0.35 MI SE FROM VILLE PLATTE.
 BK0031'ABOUT 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0031'STATION AT VILLE PLATTE, THENCE 0.1 MILE EAST ALONG COTTON STREET, 36
 BK0031'FEET NORTH OF THE CENTER LINE OF THE STREET, 361 1/2 FEET EAST OF THE
 BK0031'EAST RAIL OF THE MAIN TRACK, INSIDE A CEMETERY AND 14 1/2 FEET NORTH
 BK0031'OF A FENCE ON THE SOUTH SIDE OF THE CEMETERY, 12 FEET NORTH OF THE
 BK0031'NORTHWEST CORNER OF THE AMELIE FONTENOT TOMB, 5 1/2 FEET EAST OF THE
 BK0031'FOOT OF THE WILLIAM B. BULLER TOMB, AND SET IN THE TOP OF A CONCRETE
 BK0031'POST FLUSH WITH THE GROUND.
 BK0031
 BK0031                          STATION RECOVERY (1979)
 BK0031
 BK0031'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BK0031'ABOUT 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0031'STATION AT VILLE PLATTE, THENCE 0.1 MILE EAST ALONG COTTON STREET, 36
 BK0031'FEET NORTH OF THE CENTER OF THE STREET, 361.5 FEET EAST OF THE EAST
 BK0031'RAIL OF THE MAIN TRACK, INSIDE A CEMETERY, 12 FEET NORTH OF THE
 BK0031'NORTHWEST CORNER OF THE AMELIE FONTENOT TOMB, 5.5 FEET EAST OF THE
 BK0031'FOOT OF THE WILLIAM E. BULLER TOMB.
 BK0031
 BK0031                          STATION RECOVERY (1996)
 BK0031
 BK0031'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BK0031'THE STATION IS LOCATED IN VILLE PLATTE AT THE LEEVIEUX CIMETIERE, THE
 BK0031'OLD VILLE PLATTE CEMETERY, AT THE SOUTH END OF THE CEMETERY ABOUT
 BK0031'HALFWAY BETWEEN SOUTHEAST RAILROAD AVENUE AND SOUTH CHATAIGNIER STREET
 BK0031'ON COTTON STREET.  OWNERSHIP--CITY OF VILLE PLATTE.  THE STATION IS
 BK0031'361.5 FT (110.2 M) EAST FROM THE EAST RAIL ON THE MAIN TRACK OF THE
 BK0031'A.K.D.N RAILROAD, 36.0 FT (11.0 M) NORTH FROM THE CENTER OF COTTON
 BK0031'STREET, 12.0 FT (3.7 M) NORTH FROM THE NORTHWEST CORNER OF THE AMELIE
 BK0031'FONTENOT GRAVESITE, 5.5 FT (1.7 M) EAST FROM THE FOOT OF THE WILLIAM
 BK0031'E.  BULLER GRAVESITE, BETWEEN THE GRAVES OF LADIA M. SOILEAU AND
 BK0031'EVELYN RUTH BULLER, PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND
 BK0031'AND ABOUT 4.0 FT (1.2 M) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0073 ***********************************************************************
 BK0073  DESIGNATION -  2763 LAGS
 BK0073  PID         -  BK0073
 BK0073  STATE/COUNTY-  LA/EVANGELINE
 BK0073  USGS QUAD   -  VILLE PLATTE (1983)
 BK0073
 BK0073                         *CURRENT SURVEY CONTROL
 BK0073  ___________________________________________________________________
 BK0073* NAD 83(1986)-  30 42 02.     (N)    092 20 29.     (W)     SCALED    
 BK0073* NAVD 88     -        20.15   (+/-2cm)      66.1    (feet)  VERTCON   
 BK0073  ___________________________________________________________________
 BK0073  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0073
 BK0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0073
 BK0073.The horizontal coordinates were scaled from a topographic map and have
 BK0073.an estimated accuracy of +/- 6 seconds.
 BK0073
 BK0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0073.The vertical order pertains to the NGVD 29 superseded value.
 BK0073
 BK0073.The geoid height was determined by GEOID03.
 BK0073
 BK0073;                    North         East    Units  Estimated Accuracy
 BK0073;SPC LA S     -   244,350.      903,430.      MT  (+/- 180 meters Scaled)
 BK0073
 BK0073                          SUPERSEDED SURVEY CONTROL
 BK0073
 BK0073  NGVD 29 (??/??/??)   20.114  (m)           65.99   (f) ADJUSTED    2 0
 BK0073
 BK0073.Superseded values are not recommended for survey control.
 BK0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0073.See file dsdata.txt to determine how the superseded data were derived.
 BK0073
 BK0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP630966(NAD 83)
 BK0073_MARKER: DD = SURVEY DISK
 BK0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0073_STAMPING: 2763
 BK0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0073+STABILITY: SURFACE MOTION
 BK0073
 BK0073  HISTORY     - Date     Condition        Report By
 BK0073  HISTORY     - UNK      MONUMENTED       LAGS
 BK0073  HISTORY     - 1961     GOOD             CGS
 BK0073
 BK0073                          STATION DESCRIPTION
 BK0073
 BK0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0073'3.45 MI SE FROM VIDRINE.
 BK0073'ABOUT 3.45 MILES SOUTHEAST ALONG STATE HIGHWAY FROM THE HIGH SCHOOL AT
 BK0073'VIDRINE, IN SECTION 25, T 4 S, R 1 E, 0.15 MILE WEST OF BAYOU DES
 BK0073'CANNES, NORTHWEST OF AND ACROSS THE HIGHWAY FROM A BRICK HOUSE, AT A
 BK0073'CURVE IN THE HIGHWAY AND 49 FEET NORTHWEST OF THE CENTER LINE OF THE
 BK0073'HIGHWAY, 70 FEET WEST OF A LONE 10-INCH SYCAMORE TREE, 36 FEET EAST OF
 BK0073'THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 7 1/2 FEET NORTH OF A
 BK0073'POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.9 FEET NORTH OF A METAL
 BK0073'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 BK0073'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0070 ***********************************************************************
 BK0070  DESIGNATION -  2765 LAGS
 BK0070  PID         -  BK0070
 BK0070  STATE/COUNTY-  LA/EVANGELINE
 BK0070  USGS QUAD   -  VILLE PLATTE (1983)
 BK0070
 BK0070                         *CURRENT SURVEY CONTROL
 BK0070  ___________________________________________________________________
 BK0070* NAD 83(1986)-  30 41 35.     (N)    092 21 37.     (W)     SCALED    
 BK0070* NAVD 88     -        21.76   (+/-2cm)      71.4    (feet)  VERTCON   
 BK0070  ___________________________________________________________________
 BK0070  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0070
 BK0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0070
 BK0070.The horizontal coordinates were scaled from a topographic map and have
 BK0070.an estimated accuracy of +/- 6 seconds.
 BK0070
 BK0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0070.The vertical order pertains to the NGVD 29 superseded value.
 BK0070
 BK0070.The geoid height was determined by GEOID03.
 BK0070
 BK0070;                    North         East    Units  Estimated Accuracy
 BK0070;SPC LA S     -   243,530.      901,610.      MT  (+/- 180 meters Scaled)
 BK0070
 BK0070                          SUPERSEDED SURVEY CONTROL
 BK0070
 BK0070  NGVD 29 (??/??/??)   21.727  (m)           71.28   (f) ADJUSTED    2 0
 BK0070
 BK0070.Superseded values are not recommended for survey control.
 BK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0070.See file dsdata.txt to determine how the superseded data were derived.
 BK0070
 BK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP612957(NAD 83)
 BK0070_MARKER: DD = SURVEY DISK
 BK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0070_STAMPING: 2765
 BK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0070+STABILITY: SURFACE MOTION
 BK0070
 BK0070  HISTORY     - Date     Condition        Report By
 BK0070  HISTORY     - UNK      MONUMENTED       LAGS
 BK0070  HISTORY     - 1961     GOOD             CGS
 BK0070
 BK0070                          STATION DESCRIPTION
 BK0070
 BK0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0070'2.25 MI SE FROM VIDRINE.
 BK0070'ABOUT 2.25 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0070'AT VIDRINE, IN SECTION 23, T 4 S, R 1 E, 0.1 MILE NORTHEAST OF A
 BK0070'SERVICE STATION AND GROCERY STORE ON THE SOUTH SIDE OF THE HIGHWAY,
 BK0070'115 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM A LONE 20-INCH CHINA
 BK0070'BERRY TREE, 52 FEET SOUTH OF THE CENTER LINE AND AT A CURVE IN THE
 BK0070'HIGHWAY, 78 FEET NORTHEAST OF A BRACED POWER POLE, 45 FEET NORTH OF A
 BK0070'FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 BK0070'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BK0070'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0063 ***********************************************************************
 BK0063  DESIGNATION -  2771 LAGS
 BK0063  PID         -  BK0063
 BK0063  STATE/COUNTY-  LA/EVANGELINE
 BK0063  USGS QUAD   -  MAMOU (1983)
 BK0063
 BK0063                         *CURRENT SURVEY CONTROL
 BK0063  ___________________________________________________________________
 BK0063* NAD 83(1986)-  30 41 34.     (N)    092 25 23.     (W)     SCALED    
 BK0063* NAVD 88     -        20.52   (+/-2cm)      67.3    (feet)  VERTCON   
 BK0063  ___________________________________________________________________
 BK0063  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0063
 BK0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0063
 BK0063.The horizontal coordinates were scaled from a topographic map and have
 BK0063.an estimated accuracy of +/- 6 seconds.
 BK0063
 BK0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0063.The vertical order pertains to the NGVD 29 superseded value.
 BK0063
 BK0063.The geoid height was determined by GEOID03.
 BK0063
 BK0063;                    North         East    Units  Estimated Accuracy
 BK0063;SPC LA S     -   243,560.      895,600.      MT  (+/- 180 meters Scaled)
 BK0063
 BK0063                          SUPERSEDED SURVEY CONTROL
 BK0063
 BK0063  NGVD 29 (??/??/??)   20.485  (m)           67.21   (f) ADJUSTED    2 0
 BK0063
 BK0063.Superseded values are not recommended for survey control.
 BK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0063.See file dsdata.txt to determine how the superseded data were derived.
 BK0063
 BK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP552956(NAD 83)
 BK0063_MARKER: DD = SURVEY DISK
 BK0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0063_STAMPING: 2771
 BK0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0063+STABILITY: SURFACE MOTION
 BK0063
 BK0063  HISTORY     - Date     Condition        Report By
 BK0063  HISTORY     - UNK      MONUMENTED       LAGS
 BK0063  HISTORY     - 1961     GOOD             CGS
 BK0063  HISTORY     - 1979     GOOD             LADTD
 BK0063
 BK0063                          STATION DESCRIPTION
 BK0063
 BK0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0063'1.5 MI NW FROM VIDRINE.
 BK0063'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0063'BUILDING AT VIDRINE, IN SECTION 26, T 4 S, R 1 W, 0.25 MILES EAST OF
 BK0063'THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, AT A
 BK0063'CURVE IN THE HIGHWAY, 52 1/2 FEET NORTH OF THE CENTER LINE OF THE
 BK0063'HIGHWAY, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE TIN
 BK0063'BUILDING, 7 FEET NORTH OF A POWER POLE, 5 FEET NORTH OF A FENCE, ABOUT
 BK0063'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BK0063'PROJECTING 5 INCHES.
 BK0063
 BK0063                          STATION RECOVERY (1979)
 BK0063
 BK0063'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BK0063'SET IN FARM EQUIPMENT YARD APPROXIMATELY 0.3 MILE EAST OF
 BK0063'INTERSECTION OF LA 13 AT BARBER SPUR, ALONG LA 10, ALSO 1.58 MILES
 BK0063'WEST OF VIDRINE SCHOOL ALONG LA 10, 51.65 FEET NORTH OF CENTER OF LA
 BK0063'10, 47.88 FEET WEST OF SOUTH WEST CORNER OF TIN FARM BUILDING, 88.86
 BK0063'FEET EAST OF SOUTH WEST CORNER OF EQUIPMENT YARD, SET 6.5 FEET FROM
 BK0063'FENCE IN EQUIPMENT YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2941 ***********************************************************************
 BK2941  DESIGNATION -  27A001 LADH 1965
 BK2941  PID         -  BK2941
 BK2941  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2941  USGS QUAD   -  LACASSINE (1985)
 BK2941
 BK2941                         *CURRENT SURVEY CONTROL
 BK2941  ___________________________________________________________________
 BK2941* NAD 83(1992)-  30 14 49.39567(N)    092 55 10.39512(W)     ADJUSTED  
 BK2941* NAVD 88     -         5.7  **(meters)      19.   **(feet)  VERTCON   
 BK2941  **This station is located in a subsidence area (see below).
 BK2941  ___________________________________________________________________
 BK2941  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK2941  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2941
 BK2941  HORZ ORDER  -  SECOND
 BK2941
 BK2941.The horizontal coordinates were established by classical geodetic methods
 BK2941.and adjusted by the National Geodetic Survey in January 1993..
 BK2941
 BK2941 ** The orthometric height has not been validated since last determined
 BK2941 ** by differential leveling and should not be used for control purposes.
 BK2941 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2941 ** area with valid NAVD 88 orthometric heights.
 BK2941 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2941 ** epoch indicated which incorporates improved geoid heights for the
 BK2941 ** Southern Louisiana Subsidence area.
 BK2941 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2941.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2941
 BK2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2941
 BK2941.The geoid height was determined by GEOID03.
 BK2941
 BK2941;                    North         East     Units Scale Factor Converg.
 BK2941;SPC LA S     -   194,708.143   847,346.774   MT  0.99993494   -0 47 35.3
 BK2941;SPC LA S     -   638,804.97  2,780,003.54   sFT  0.99993494   -0 47 35.3
 BK2941;UTM  15      - 3,346,164.228   507,739.522   MT  0.99960074   +0 02 25.9
 BK2941
 BK2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2941!SPC LA S     -   1.00000339  x   0.99993494  =   0.99993833
 BK2941!UTM  15      -   1.00000339  x   0.99960074  =   0.99960413
 BK2941
 BK2941:                Primary Azimuth Mark                     Grid Az
 BK2941:SPC LA S     -  27A002 LADH 1965                         091 49 55.1
 BK2941:UTM  15      -  27A002 LADH 1965                         090 59 53.9
 BK2941
 BK2941|---------------------------------------------------------------------|
 BK2941| PID    Reference Object                     Distance      Geod. Az  |
 BK2941|                                                           dddmmss.s |
 BK2941| BK2942 27A002 LADH 1965                    APPROX. 0.8 KM 0910219.8 |
 BK2941|---------------------------------------------------------------------|
 BK2941
 BK2941                          SUPERSEDED SURVEY CONTROL
 BK2941
 BK2941  NAD 83(1986)-  30 14 49.41662(N)    092 55 10.38929(W) AD(       ) 2
 BK2941  NAD 27      -  30 14 48.66953(N)    092 55 09.85633(W) AD(       ) 2
 BK2941  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 BK2941
 BK2941.Superseded values are not recommended for survey control.
 BK2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2941.See file dsdata.txt to determine how the superseded data were derived.
 BK2941
 BK2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0774046164(NAD 83)
 BK2941_MARKER: DD = SURVEY DISK
 BK2941_SETTING: 0 = UNSPECIFIED SETTING
 BK2941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2941
 BK2941  HISTORY     - Date     Condition        Report By
 BK2941  HISTORY     - 1965     MONUMENTED       LADH
 BK2941  HISTORY     - 19961222 GOOD             USPSQD
 BK2941  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2941
 BK2941                          STATION DESCRIPTION
 BK2941
 BK2941'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2941'STATION IS 0.60 MILE EAST ALONG INTERSTATE I-10 FROM LA. HIGHWAY
 BK2941'101 OVERPASS, 0.40 MILE WEST OF BAYOU LACASSINE BRIDGE, 123.30
 BK2941'FEET NORTH OF CENTERLINE OF NORTH ROADWAY OF INTERSTATE I-10,
 BK2941'202.40 FEET NORTHWEST OF SIDE DRAIN HEADWALL ALONG NORTH
 BK2941'FRONTAGE ROAD (ROAD OVER SIDE DRAIN HAS PIPE CATTLE GUARD),
 BK2941'2.45 FEET WEST OF WITNESS POST AND 22.00 FEET SOUTHEAST OF
 BK2941'POWER POLE IN FENCE.  STATION IS MARKED BY A STANDARD DISK SET
 BK2941'IN A CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE
 BK2941'OF THE GROUND.  STATION IS STAMPED 27A001.  TO REACH THIS
 BK2941'STATION FROM THE ST. RAPHAEL CATHOLIC CHURCH IN IOWA, FOLLOW
 BK2941'LA. HIGHWAY 383 NORTH FOR 0.90 MILE, THENCE EAST ALONG
 BK2941'INTERSTATE I-10 FOR 5.80 MILES TO STATION ON NORTH SIDE OF
 BK2941'HIGHWAY.
 BK2941'
 BK2941'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2941
 BK2941                          STATION RECOVERY (1996)
 BK2941
 BK2941'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2941'RECOVERED IN GOOD CONDITION.
 BK2941
 BK2941                          STATION RECOVERY (2002)
 BK2941
 BK2941'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 BK2941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2942 ***********************************************************************
 BK2942  DESIGNATION -  27A002 LADH 1965
 BK2942  PID         -  BK2942
 BK2942  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2942  USGS QUAD   -  LACASSINE (1985)
 BK2942
 BK2942                         *CURRENT SURVEY CONTROL
 BK2942  ___________________________________________________________________
 BK2942* NAD 83(1992)-  30 14 48.95137(N)    092 54 42.22699(W)     ADJUSTED  
 BK2942* NAVD 88     -         7.6  **(meters)      25.   **(feet)  VERTCON   
 BK2942  **This station is located in a subsidence area (see below).
 BK2942  ___________________________________________________________________
 BK2942  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BK2942  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2942
 BK2942  HORZ ORDER  -  SECOND
 BK2942
 BK2942.The horizontal coordinates were established by classical geodetic methods
 BK2942.and adjusted by the National Geodetic Survey in January 1993..
 BK2942
 BK2942 ** The orthometric height has not been validated since last determined
 BK2942 ** by differential leveling and should not be used for control purposes.
 BK2942 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2942 ** area with valid NAVD 88 orthometric heights.
 BK2942 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2942 ** epoch indicated which incorporates improved geoid heights for the
 BK2942 ** Southern Louisiana Subsidence area.
 BK2942 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2942
 BK2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2942
 BK2942.The geoid height was determined by GEOID03.
 BK2942
 BK2942;                    North         East     Units Scale Factor Converg.
 BK2942;SPC LA S     -   194,684.065   848,099.543   MT  0.99993493   -0 47 21.2
 BK2942;SPC LA S     -   638,725.97  2,782,473.25   sFT  0.99993493   -0 47 21.2
 BK2942;UTM  15      - 3,346,151.110   508,492.310   MT  0.99960089   +0 02 40.1
 BK2942
 BK2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2942!SPC LA S     -   1.00000309  x   0.99993493  =   0.99993802
 BK2942!UTM  15      -   1.00000309  x   0.99960089  =   0.99960398
 BK2942
 BK2942:                Primary Azimuth Mark                     Grid Az
 BK2942:SPC LA S     -  27A001 LADH 1965                         271 49 55.2
 BK2942:UTM  15      -  27A001 LADH 1965                         270 59 53.9
 BK2942
 BK2942|---------------------------------------------------------------------|
 BK2942| PID    Reference Object                     Distance      Geod. Az  |
 BK2942|                                                           dddmmss.s |
 BK2942| BK2941 27A001 LADH 1965                    APPROX. 0.8 KM 2710234.0 |
 BK2942|---------------------------------------------------------------------|
 BK2942
 BK2942                          SUPERSEDED SURVEY CONTROL
 BK2942
 BK2942  NAD 83(1986)-  30 14 48.97230(N)    092 54 42.22131(W) AD(       ) 2
 BK2942  NAD 27      -  30 14 48.22518(N)    092 54 41.68873(W) AD(       ) 2
 BK2942  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 BK2942
 BK2942.Superseded values are not recommended for survey control.
 BK2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2942.See file dsdata.txt to determine how the superseded data were derived.
 BK2942
 BK2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0849246151(NAD 83)
 BK2942_MARKER: DD = SURVEY DISK
 BK2942_SETTING: 0 = UNSPECIFIED SETTING
 BK2942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2942
 BK2942  HISTORY     - Date     Condition        Report By
 BK2942  HISTORY     - 1965     MONUMENTED       LADH
 BK2942  HISTORY     - 19961222 GOOD             USPSQD
 BK2942  HISTORY     - 20021102 GOOD             USPSQD
 BK2942
 BK2942                          STATION DESCRIPTION
 BK2942
 BK2942'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2942'STATION IS SET IN THE SOUTHWEST CORNER OF THE WEST LACASSINE
 BK2942'BAYOU BRIDGE ON THE FRONTAGE ROAD ON INTERSTATE I-10.  STATION
 BK2942'IS A STANDARD DISK SET IN THE ROADWAY, IN THE ABUTMENT, 3
 BK2942'FEET NORTH OF THE CURB.  STATION IS STAMPED 27A002.  TO REACH
 BK2942'THIS STATION FROM THE ST. RAPHAEL CATHOLIC CHURCH IN IOWA,
 BK2942'FOLLOW LA. HIGHWAY 383 NORTH FOR 0.90 MILE, THENCE EAST ALONG
 BK2942'INTERSTATE I-10 FOR 6.30 MILES TO STATION IN NORTH BRIDGE.
 BK2942'
 BK2942'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2942
 BK2942                          STATION RECOVERY (1996)
 BK2942
 BK2942'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2942'RECOVERED IN GOOD CONDITION.
 BK2942
 BK2942                          STATION RECOVERY (2002)
 BK2942
 BK2942'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 BK2942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2938 ***********************************************************************
 BK2938  DESIGNATION -  27A003 LADH 1965
 BK2938  PID         -  BK2938
 BK2938  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2938  USGS QUAD   -  LACASSINE (1985)
 BK2938
 BK2938                         *CURRENT SURVEY CONTROL
 BK2938  ___________________________________________________________________
 BK2938* NAD 83(1992)-  30 14 49.28978(N)    092 53 42.81065(W)     ADJUSTED  
 BK2938* NAVD 88     -         6.2  **(meters)      20.   **(feet)  VERTCON   
 BK2938  **This station is located in a subsidence area (see below).
 BK2938  ___________________________________________________________________
 BK2938  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK2938  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2938
 BK2938  HORZ ORDER  -  SECOND
 BK2938
 BK2938.The horizontal coordinates were established by classical geodetic methods
 BK2938.and adjusted by the National Geodetic Survey in January 1993..
 BK2938
 BK2938 ** The orthometric height has not been validated since last determined
 BK2938 ** by differential leveling and should not be used for control purposes.
 BK2938 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2938 ** area with valid NAVD 88 orthometric heights.
 BK2938 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2938 ** epoch indicated which incorporates improved geoid heights for the
 BK2938 ** Southern Louisiana Subsidence area.
 BK2938 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2938
 BK2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2938
 BK2938.The geoid height was determined by GEOID03.
 BK2938
 BK2938;                    North         East     Units Scale Factor Converg.
 BK2938;SPC LA S     -   194,672.720   849,687.937   MT  0.99993494   -0 46 51.5
 BK2938;SPC LA S     -   638,688.75  2,787,684.51   sFT  0.99993494   -0 46 51.5
 BK2938;UTM  15      - 3,346,162.875   510,080.170   MT  0.99960125   +0 03 10.0
 BK2938
 BK2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2938!SPC LA S     -   1.00000331  x   0.99993494  =   0.99993825
 BK2938!UTM  15      -   1.00000331  x   0.99960125  =   0.99960456
 BK2938
 BK2938:                Primary Azimuth Mark                     Grid Az
 BK2938:SPC LA S     -  27A002 LADH 1965                         270 24 33.4
 BK2938:UTM  15      -  27A002 LADH 1965                         269 34 31.9
 BK2938
 BK2938|---------------------------------------------------------------------|
 BK2938| PID    Reference Object                     Distance      Geod. Az  |
 BK2938|                                                           dddmmss.s |
 BK2938| BK2942 27A002 LADH 1965                    APPROX. 1.6 KM 2693741.9 |
 BK2938|---------------------------------------------------------------------|
 BK2938
 BK2938                          SUPERSEDED SURVEY CONTROL
 BK2938
 BK2938  NAD 83(1986)-  30 14 49.31063(N)    092 53 42.80479(W) AD(       ) 2
 BK2938  NAD 27      -  30 14 48.56357(N)    092 53 42.27381(W) AD(       ) 2
 BK2938  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG       
 BK2938
 BK2938.Superseded values are not recommended for survey control.
 BK2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2938.See file dsdata.txt to determine how the superseded data were derived.
 BK2938
 BK2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1008046163(NAD 83)
 BK2938_MARKER: DD = SURVEY DISK
 BK2938_SETTING: 0 = UNSPECIFIED SETTING
 BK2938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2938
 BK2938  HISTORY     - Date     Condition        Report By
 BK2938  HISTORY     - 1965     MONUMENTED       LADH
 BK2938  HISTORY     - 19961222 GOOD             USPSQD
 BK2938  HISTORY     - 20021102 GOOD             USPSQD
 BK2938
 BK2938                          STATION DESCRIPTION
 BK2938
 BK2938'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2938'STATION IS 1.00 MILE EAST ALONG INTERSTATE I-10 FROM THE WEST
 BK2938'LACASSINE BAYOU BRIDGE, 124 FEET NORTH OF NORTH ROADWAY
 BK2938'OF INTERSTATE I-10, 29 FEET SOUTHWEST OF HEADWALL RISER ON
 BK2938'IRRIGATION CANAL LEADING NORTH, 45.10 FEET SOUTHWEST OF
 BK2938'FENCE CORNER, 57.20 FEET NORTHWEST OF WEST HEADWALL ON A
 BK2938'SIDE DRAIN UNDER FARM ROAD LEADING NORTH FROM THE NORTH
 BK2938'FRONTAGE ROAD AND 3.10 FEET WEST OF WITNESS POST.  STATION IS
 BK2938'A STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES
 BK2938'ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED 27A003.
 BK2938'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK2938'BANK IN WELSH, FOLLOW LA. HIGHWAY 99 NORTH FOR 0.63 MILE,
 BK2938'THENCE WEST ALONG INTERSTATE I-10 FOR 4.53 MILES TO
 BK2938'STATION ON NORTH SIDE OF HIGHWAY.
 BK2938'
 BK2938'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2938
 BK2938                          STATION RECOVERY (1996)
 BK2938
 BK2938'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2938'RECOVERED IN GOOD CONDITION.
 BK2938
 BK2938                          STATION RECOVERY (2002)
 BK2938
 BK2938'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 BK2938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2940 ***********************************************************************
 BK2940  DESIGNATION -  27A004 LADH 1965
 BK2940  PID         -  BK2940
 BK2940  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2940  USGS QUAD   -  LACASSINE (1985)
 BK2940
 BK2940                         *CURRENT SURVEY CONTROL
 BK2940  ___________________________________________________________________
 BK2940* NAD 83(1992)-  30 14 46.70333(N)    092 52 41.35100(W)     ADJUSTED  
 BK2940* NAVD 88     -        13.5  **(meters)      44.   **(feet)  VERTCON   
 BK2940  **This station is located in a subsidence area (see below).
 BK2940  ___________________________________________________________________
 BK2940  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BK2940  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2940
 BK2940  HORZ ORDER  -  SECOND
 BK2940
 BK2940.The horizontal coordinates were established by classical geodetic methods
 BK2940.and adjusted by the National Geodetic Survey in January 1993..
 BK2940
 BK2940 ** The orthometric height has not been validated since last determined
 BK2940 ** by differential leveling and should not be used for control purposes.
 BK2940 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2940 ** area with valid NAVD 88 orthometric heights.
 BK2940 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2940 ** epoch indicated which incorporates improved geoid heights for the
 BK2940 ** Southern Louisiana Subsidence area.
 BK2940 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2940
 BK2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2940
 BK2940.The geoid height was determined by GEOID03.
 BK2940
 BK2940;                    North         East     Units Scale Factor Converg.
 BK2940;SPC LA S     -   194,570.815   851,329.736   MT  0.99993488   -0 46 20.7
 BK2940;SPC LA S     -   638,354.42  2,793,070.98   sFT  0.99993488   -0 46 20.7
 BK2940;UTM  15      - 3,346,084.897   511,722.731   MT  0.99960170   +0 03 41.0
 BK2940
 BK2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2940!SPC LA S     -   1.00000216  x   0.99993488  =   0.99993704
 BK2940!UTM  15      -   1.00000216  x   0.99960170  =   0.99960386
 BK2940
 BK2940:                Primary Azimuth Mark                     Grid Az
 BK2940:SPC LA S     -  27A005 LADH 1965                         091 15 14.0
 BK2940:UTM  15      -  27A005 LADH 1965                         090 25 12.3
 BK2940
 BK2940|---------------------------------------------------------------------|
 BK2940| PID    Reference Object                     Distance      Geod. Az  |
 BK2940|                                                           dddmmss.s |
 BK2940| BK2926 27A005 LADH 1965                    APPROX. 1.5 KM 0902853.3 |
 BK2940|---------------------------------------------------------------------|
 BK2940
 BK2940                          SUPERSEDED SURVEY CONTROL
 BK2940
 BK2940  NAD 83(1986)-  30 14 46.72409(N)    092 52 41.34543(W) AD(       ) 2
 BK2940  NAD 27      -  30 14 45.97707(N)    092 52 40.81580(W) AD(       ) 2
 BK2940  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 BK2940
 BK2940.Superseded values are not recommended for survey control.
 BK2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2940.See file dsdata.txt to determine how the superseded data were derived.
 BK2940
 BK2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1172346085(NAD 83)
 BK2940_MARKER: DD = SURVEY DISK
 BK2940_SETTING: 0 = UNSPECIFIED SETTING
 BK2940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2940
 BK2940  HISTORY     - Date     Condition        Report By
 BK2940  HISTORY     - 1965     MONUMENTED       LADH
 BK2940  HISTORY     - 1974     GOOD             LADH
 BK2940  HISTORY     - 19961222 GOOD             USPSQD
 BK2940
 BK2940                          STATION DESCRIPTION
 BK2940
 BK2940'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2940'STATION IS A STANDARD DISK SET IN THE SOUTHEAST CORNER OF
 BK2940'LA. HIGHWAY 1131 OVERPASS ON INTERSTATE I-10, 10.2 MILES
 BK2940'EAST OF WEST BAYOU LACASSINE.  STATION IS SET IN THE ROADWAY,
 BK2940'IN THE ABUTMENT, 3 FEET WEST OF THE CURB.  STATION IS STAMPED
 BK2940'27A004.  TO REACH THIS STATION FROM THE CALCASIEU MARINE
 BK2940'NATIONAL BANK IN WELSH, FOLLOW LA. HIGHWAY 99 NORTH FOR
 BK2940'0.63 MILE, THENCE WEST ALONG INTERSTATE I-10 FOR 3.50 MILES
 BK2940'TO STATION ON OVERPASS.
 BK2940'
 BK2940'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2940
 BK2940                          STATION RECOVERY (1974)
 BK2940
 BK2940'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1974 (HRR)
 BK2940'THE STATION IS ABOUT 6 MILES WEST-NORTHWEST OF WELSH, 3-1/2 MILES
 BK2940'EAST-NORTHEAST OF LACASSINE, 3-1/2 MILES EAST OF THE JUNCTION OF
 BK2940'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 101, AT THE SOUTHEAST
 BK2940'CORNER OF THE BRIDGE OVER INTERSTATE HIGHWAY 10 ON THE FIRST
 BK2940'OVERPASS EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE
 BK2940'HIGHWAY 101 AND ON THE RIGHT-OF-WAY OF ROAD 1131.
 BK2940'
 BK2940'IT IS A U.S. COAST AND GEODETIC SURVEY LOUISIANA DEPARTMENT OF
 BK2940'HIGHWAYS SURVEY DISK STAMPED 27A004.  IT IS SET IN A DRILL HOLE IN
 BK2940'THE EAST SIDE OF ROAD 1131, 9 FEET EAST OF CENTER OF THE ROAD, 7.5
 BK2940'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE AND A METAL
 BK2940'PIPE AND 3 FEET WEST OF A GUARD RAIL.
 BK2940'
 BK2940'THIS MARK WAS USED AS REFERENCE MARK 2 TO STATION SINE.  A TRAVERSE
 BK2940'MEARSUREMENT WAS MADE, DISTANCE BEING (28.29 FT.) OR 8.6230 METERS.
 BK2940
 BK2940                          STATION RECOVERY (1996)
 BK2940
 BK2940'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2926 ***********************************************************************
 BK2926  DESIGNATION -  27A005 LADH 1965
 BK2926  PID         -  BK2926
 BK2926  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2926  USGS QUAD   -  WELSH SOUTH (1985)
 BK2926
 BK2926                         *CURRENT SURVEY CONTROL
 BK2926  ___________________________________________________________________
 BK2926* NAD 83(1992)-  30 14 46.29316(N)    092 51 45.58325(W)     ADJUSTED  
 BK2926* NAVD 88     -         6.6  **(meters)      22.   **(feet)  VERTCON   
 BK2926  **This station is located in a subsidence area (see below).
 BK2926  ___________________________________________________________________
 BK2926  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BK2926  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2926
 BK2926  HORZ ORDER  -  SECOND
 BK2926
 BK2926.The horizontal coordinates were established by classical geodetic methods
 BK2926.and adjusted by the National Geodetic Survey in January 1993..
 BK2926
 BK2926 ** The orthometric height has not been validated since last determined
 BK2926 ** by differential leveling and should not be used for control purposes.
 BK2926 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2926 ** area with valid NAVD 88 orthometric heights.
 BK2926 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2926 ** epoch indicated which incorporates improved geoid heights for the
 BK2926 ** Southern Louisiana Subsidence area.
 BK2926 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2926
 BK2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2926
 BK2926.The geoid height was determined by GEOID03.
 BK2926
 BK2926;                    North         East     Units Scale Factor Converg.
 BK2926;SPC LA S     -   194,538.188   852,820.305   MT  0.99993487   -0 45 52.9
 BK2926;SPC LA S     -   638,247.37  2,797,961.28   sFT  0.99993487   -0 45 52.9
 BK2926;UTM  15      - 3,346,073.969   513,213.120   MT  0.99960215   +0 04 09.0
 BK2926
 BK2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2926!SPC LA S     -   1.00000325  x   0.99993487  =   0.99993812
 BK2926!UTM  15      -   1.00000325  x   0.99960215  =   0.99960540
 BK2926
 BK2926:                Primary Azimuth Mark                     Grid Az
 BK2926:SPC LA S     -  27A006 LADH 1965                         086 29 58.0
 BK2926:UTM  15      -  27A006 LADH 1965                         085 39 56.1
 BK2926
 BK2926|---------------------------------------------------------------------|
 BK2926| PID    Reference Object                     Distance      Geod. Az  |
 BK2926|                                                           dddmmss.s |
 BK2926| BK2929 27A006 LADH 1965                    APPROX. 1.5 KM 0854405.1 |
 BK2926|---------------------------------------------------------------------|
 BK2926
 BK2926                          SUPERSEDED SURVEY CONTROL
 BK2926
 BK2926  NAD 83(1986)-  30 14 46.31386(N)    092 51 45.57770(W) AD(       ) 2
 BK2926  NAD 27      -  30 14 45.56704(N)    092 51 45.05001(W) AD(       ) 2
 BK2926  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 BK2926
 BK2926.Superseded values are not recommended for survey control.
 BK2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2926.See file dsdata.txt to determine how the superseded data were derived.
 BK2926
 BK2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1321346074(NAD 83)
 BK2926_MARKER: DD = SURVEY DISK
 BK2926_SETTING: 0 = UNSPECIFIED SETTING
 BK2926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2926
 BK2926  HISTORY     - Date     Condition        Report By
 BK2926  HISTORY     - 1965     MONUMENTED       LADH
 BK2926  HISTORY     - 19961222 GOOD             USPSQD
 BK2926  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2926
 BK2926                          STATION DESCRIPTION
 BK2926
 BK2926'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2926'STATION IS 1.00 MILE EAST ALONG INTERSTATE I-10 FROM LA.
 BK2926'HIGHWAY 1131 OVERPASS.  86.40 FEET EAST OF HIGHWAY RIGHT OF
 BK2926'WAY MARKER, 39.30 FEET SOUTHWEST OF HEADWALL ON A CROSS DRAIN
 BK2926'UNDER SOUTH FRONTAGE ROAD, 3 FEET SOUTH OF WITNESS POST AND
 BK2926'122.30 FEET SOUTH OF SOUTH ROADWAY OF INTERSTATE I-10.  STATION
 BK2926'IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES
 BK2926'ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED 27A005.
 BK2926'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL BANK
 BK2926'IN WELSH, FOLLOW LA. HIGHWAY 99 NORTH FOR 0.63 MILE, THENCE
 BK2926'WEST ALONG INTERSTATION I-10 FOR 2.51 MILES TO STATION ON
 BK2926'THE SOUTH SIDE OF THE HIGHWAY.
 BK2926'
 BK2926'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2926
 BK2926                          STATION RECOVERY (1996)
 BK2926
 BK2926'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2926'RECOVERED IN GOOD CONDITION.
 BK2926
 BK2926                          STATION RECOVERY (2002)
 BK2926
 BK2926'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 BK2926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2929 ***********************************************************************
 BK2929  DESIGNATION -  27A006 LADH 1965
 BK2929  PID         -  BK2929
 BK2929  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2929  USGS QUAD   -  WELSH SOUTH (1985)
 BK2929
 BK2929                         *CURRENT SURVEY CONTROL
 BK2929  ___________________________________________________________________
 BK2929* NAD 83(1992)-  30 14 49.88350(N)    092 50 50.08471(W)     ADJUSTED  
 BK2929* NAVD 88     -         7.4  **(meters)      24.   **(feet)  VERTCON   
 BK2929  **This station is located in a subsidence area (see below).
 BK2929  ___________________________________________________________________
 BK2929  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK2929  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2929
 BK2929  HORZ ORDER  -  SECOND
 BK2929
 BK2929.The horizontal coordinates were established by classical geodetic methods
 BK2929.and adjusted by the National Geodetic Survey in January 1993..
 BK2929
 BK2929 ** The orthometric height has not been validated since last determined
 BK2929 ** by differential leveling and should not be used for control purposes.
 BK2929 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2929 ** area with valid NAVD 88 orthometric heights.
 BK2929 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2929 ** epoch indicated which incorporates improved geoid heights for the
 BK2929 ** Southern Louisiana Subsidence area.
 BK2929 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2929.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2929
 BK2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2929
 BK2929.The geoid height was determined by GEOID03.
 BK2929
 BK2929;                    North         East     Units Scale Factor Converg.
 BK2929;SPC LA S     -   194,629.030   854,305.310   MT  0.99993495   -0 45 25.1
 BK2929;SPC LA S     -   638,545.41  2,802,833.34   sFT  0.99993495   -0 45 25.1
 BK2929;UTM  15      - 3,346,186.376   514,696.153   MT  0.99960266   +0 04 37.0
 BK2929
 BK2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2929!SPC LA S     -   1.00000312  x   0.99993495  =   0.99993807
 BK2929!UTM  15      -   1.00000312  x   0.99960266  =   0.99960578
 BK2929
 BK2929:                Primary Azimuth Mark                     Grid Az
 BK2929:SPC LA S     -  27A005 LADH 1965                         266 29 58.1
 BK2929:UTM  15      -  27A005 LADH 1965                         265 39 56.0
 BK2929
 BK2929|---------------------------------------------------------------------|
 BK2929| PID    Reference Object                     Distance      Geod. Az  |
 BK2929|                                                           dddmmss.s |
 BK2929| BK2926 27A005 LADH 1965                    APPROX. 1.5 KM 2654433.0 |
 BK2929|---------------------------------------------------------------------|
 BK2929
 BK2929                          SUPERSEDED SURVEY CONTROL
 BK2929
 BK2929  NAD 83(1986)-  30 14 49.90418(N)    092 50 50.07918(W) AD(       ) 2
 BK2929  NAD 27      -  30 14 49.15777(N)    092 50 49.55342(W) AD(       ) 2
 BK2929  NGVD 29 (07/19/86)    7.4    (m)           24.     (f) VERT ANG       
 BK2929
 BK2929.Superseded values are not recommended for survey control.
 BK2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2929.See file dsdata.txt to determine how the superseded data were derived.
 BK2929
 BK2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1469646186(NAD 83)
 BK2929_MARKER: DD = SURVEY DISK
 BK2929_SETTING: 0 = UNSPECIFIED SETTING
 BK2929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2929
 BK2929  HISTORY     - Date     Condition        Report By
 BK2929  HISTORY     - 1965     MONUMENTED       LADH
 BK2929  HISTORY     - 19961222 MARK NOT FOUND   USPSQD
 BK2929
 BK2929                          STATION DESCRIPTION
 BK2929
 BK2929'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2929'STATION IS 1.10 MILES WEST OF EAST BAYOU LACASSINE BRIDGE
 BK2929'ON INTERSTATE I-10, 85.20 FEET SOUTHEAST OF THE SOUTHEAST
 BK2929'CORNER OF THE RESIDENCE OF IDA MAE JACKSON, 23.50 FEET SOUTHEAST
 BK2929'OF HEADWALL ON RISER ON RICE IRRIGATION CANAL, 1.50 FEET NORTH
 BK2929'OF WITNESS POST.  5.75 FEET SOUTHEAST OF FENCE CORNER, 42 FEET
 BK2929'SOUTHWEST OF POWER POLE AND 139.00 FEET NORTH OF THE CENTERLINE
 BK2929'OF THE NORTH ROADWAY OF INTERSTATE I-10.  STATION IS A STANDARD
 BK2929'DISK SET IN A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BK2929'SURFACE OF THE GROUND.  STATION IS STAMPED 27A006.  TO REACH
 BK2929'THIS STATION FOLLOW INTERSTATE I-10 FROM LA. HIGHWAY 1131
 BK2929'OVERPASS EAST FOR 2.00 MILES TO STATION ON NORTH SIDE OF
 BK2929'HIGHWAY.
 BK2929'
 BK2929'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2929
 BK2929                          STATION RECOVERY (1996)
 BK2929
 BK2929'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2923 ***********************************************************************
 BK2923  DESIGNATION -  27A009 LADH 1965
 BK2923  PID         -  BK2923
 BK2923  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2923  USGS QUAD   -  WELSH SOUTH (1985)
 BK2923
 BK2923                         *CURRENT SURVEY CONTROL
 BK2923  ___________________________________________________________________
 BK2923* NAD 83(1992)-  30 14 15.59868(N)    092 48 04.78007(W)     ADJUSTED  
 BK2923* NAVD 88     -         5.9  **(meters)      19.   **(feet)  VERTCON   
 BK2923  **This station is located in a subsidence area (see below).
 BK2923  ___________________________________________________________________
 BK2923  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2923  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2923
 BK2923  HORZ ORDER  -  SECOND
 BK2923
 BK2923.The horizontal coordinates were established by classical geodetic methods
 BK2923.and adjusted by the National Geodetic Survey in January 1993..
 BK2923
 BK2923 ** The orthometric height has not been validated since last determined
 BK2923 ** by differential leveling and should not be used for control purposes.
 BK2923 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2923 ** area with valid NAVD 88 orthometric heights.
 BK2923 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2923 ** epoch indicated which incorporates improved geoid heights for the
 BK2923 ** Southern Louisiana Subsidence area.
 BK2923 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2923
 BK2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2923
 BK2923.The geoid height was determined by GEOID03.
 BK2923
 BK2923;                    North         East     Units Scale Factor Converg.
 BK2923;SPC LA S     -   193,515.939   858,710.556   MT  0.99993425   -0 44 02.5
 BK2923;SPC LA S     -   634,893.54  2,817,286.22   sFT  0.99993425   -0 44 02.5
 BK2923;UTM  15      - 3,345,137.870   519,115.670   MT  0.99960451   +0 06 00.2
 BK2923
 BK2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2923!SPC LA S     -   1.00000336  x   0.99993425  =   0.99993761
 BK2923!UTM  15      -   1.00000336  x   0.99960451  =   0.99960787
 BK2923
 BK2923:                Primary Azimuth Mark                     Grid Az
 BK2923:SPC LA S     -  WELSH                                    157 07 11.2
 BK2923:UTM  15      -  WELSH                                    156 17 08.5
 BK2923
 BK2923|---------------------------------------------------------------------|
 BK2923| PID    Reference Object                     Distance      Geod. Az  |
 BK2923|                                                           dddmmss.s |
 BK2923| BK2931 WELSH                               APPROX. 1.6 KM 1562308.7 |
 BK2923|---------------------------------------------------------------------|
 BK2923
 BK2923                          SUPERSEDED SURVEY CONTROL
 BK2923
 BK2923  NAD 83(1986)-  30 14 15.61940(N)    092 48 04.77463(W) AD(       ) 2
 BK2923  NAD 27      -  30 14 14.87322(N)    092 48 04.25321(W) AD(       ) 2
 BK2923  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 BK2923
 BK2923.Superseded values are not recommended for survey control.
 BK2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2923.See file dsdata.txt to determine how the superseded data were derived.
 BK2923
 BK2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1911645138(NAD 83)
 BK2923_MARKER: DD = SURVEY DISK
 BK2923_SETTING: 0 = UNSPECIFIED SETTING
 BK2923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2923
 BK2923  HISTORY     - Date     Condition        Report By
 BK2923  HISTORY     - 1965     MONUMENTED       LADH
 BK2923  HISTORY     - 19961118 GOOD             USPSQD
 BK2923
 BK2923                          STATION DESCRIPTION
 BK2923
 BK2923'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2923'STATION IS 7.35 FEET NORTH OF NORTH RAIL ON SOUTHERN PACIFIC
 BK2923'RAILROAD 237.00 FEET WEST ALONG NORTH RAIL FROM MILE POST 194
 BK2923'81.20 FEET SOUTHWEST OF TELEPHONE POLE, 92.75 FEET SOUTHWEST
 BK2923'OF THE SOUTHWEST CORNER OF JONES CEMETARY AND 91.65 FEET
 BK2923'SOUTH OF WITNESS POST.  STATION IS A STANDARD DISK SET IN
 BK2923'A CONCRETE POST THE TOP OF WHICH IS 6 INCHES BELOW THE SURFACE
 BK2923'OF THE GROUND.  STATION IS STAMPED 27A009.  TO REACH THIS
 BK2923'STATION FOLLOW LA. HIGHWAY 99 OR NORTH ADAMS STREET AT WELSH
 BK2923'FROM THE SOUTH END OF OVERPASS ON INTERSTATE I-10, SOUTH
 BK2923'FOR 0.70 MILE TO EAST SOUTH STREET, THEN TURN LEFT ON EAST
 BK2923'SOUTH STREET, GO EAST FOR 0.80 MILE TO ST. JOSEPH STREET,
 BK2923'THEN TURN LEFT ON ST. JOSEPH STREET, GO NORTH FOR 0.10 MILE
 BK2923'TO MAPLE STREET (THE FIRST STREET ACROSS S.P.R.R) TURN RIGHT
 BK2923'AND GO 0.50 MILE TO STATION SET ON R.R. ROAD BED NEXT
 BK2923'TO JONES CEMETARY.  TO REACH THIS STATION FROM THE
 BK2923'CALCASIEU MARINE NATIONAL BANK BUILDING IN WELSH, FOLLOW
 BK2923'DIRECTION IN DESCRIPTIONS ABOVE, BEGINNING AT THE CORNER OF
 BK2923'SOUTH ST. AND NORTH ADAMS.
 BK2923'
 BK2923'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2923
 BK2923                          STATION RECOVERY (1996)
 BK2923
 BK2923'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2927 ***********************************************************************
 BK2927  DESIGNATION -  27B001 LADH 1965
 BK2927  PID         -  BK2927
 BK2927  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2927  USGS QUAD   -  WELSH SOUTH (1985)
 BK2927
 BK2927                         *CURRENT SURVEY CONTROL
 BK2927  ___________________________________________________________________
 BK2927* NAD 83(1992)-  30 14 51.42881(N)    092 48 26.13529(W)     ADJUSTED  
 BK2927* NAVD 88     -         5.7  **(meters)      19.   **(feet)  VERTCON   
 BK2927  **This station is located in a subsidence area (see below).
 BK2927  ___________________________________________________________________
 BK2927  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BK2927  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2927
 BK2927  HORZ ORDER  -  SECOND
 BK2927
 BK2927.The horizontal coordinates were established by classical geodetic methods
 BK2927.and adjusted by the National Geodetic Survey in January 1993..
 BK2927
 BK2927 ** The orthometric height has not been validated since last determined
 BK2927 ** by differential leveling and should not be used for control purposes.
 BK2927 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2927 ** area with valid NAVD 88 orthometric heights.
 BK2927 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2927 ** epoch indicated which incorporates improved geoid heights for the
 BK2927 ** Southern Louisiana Subsidence area.
 BK2927 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2927
 BK2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2927
 BK2927.The geoid height was determined by GEOID03.
 BK2927
 BK2927;                    North         East     Units Scale Factor Converg.
 BK2927;SPC LA S     -   194,626.439   858,153.843   MT  0.99993498   -0 44 13.1
 BK2927;SPC LA S     -   638,536.91  2,815,459.73   sFT  0.99993498   -0 44 13.1
 BK2927;UTM  15      - 3,346,239.785   518,543.039   MT  0.99960424   +0 05 49.5
 BK2927
 BK2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2927!SPC LA S     -   1.00000339  x   0.99993498  =   0.99993837
 BK2927!UTM  15      -   1.00000339  x   0.99960424  =   0.99960763
 BK2927
 BK2927:                Primary Azimuth Mark                     Grid Az
 BK2927:SPC LA S     -  27 A 008 LADTD                           268 38 39.5
 BK2927:UTM  15      -  27 A 008 LADTD                           267 48 36.9
 BK2927
 BK2927|---------------------------------------------------------------------|
 BK2927| PID    Reference Object                     Distance      Geod. Az  |
 BK2927|                                                           dddmmss.s |
 BK2927| BK0836 27 A 008 LADTD                      APPROX. 1.4 KM 2675426.4 |
 BK2927|---------------------------------------------------------------------|
 BK2927
 BK2927                          SUPERSEDED SURVEY CONTROL
 BK2927
 BK2927  NAD 83(1986)-  30 14 51.44952(N)    092 48 26.12980(W) AD(       ) 2
 BK2927  NAD 27      -  30 14 50.70432(N)    092 48 25.60862(W) AD(       ) 2
 BK2927  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 BK2927
 BK2927.Superseded values are not recommended for survey control.
 BK2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2927.See file dsdata.txt to determine how the superseded data were derived.
 BK2927
 BK2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1854346240(NAD 83)
 BK2927_MARKER: DD = SURVEY DISK
 BK2927_SETTING: 0 = UNSPECIFIED SETTING
 BK2927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2927
 BK2927  HISTORY     - Date     Condition        Report By
 BK2927  HISTORY     - 1965     MONUMENTED       LADH
 BK2927  HISTORY     - 19961118 GOOD             USPSQD
 BK2927
 BK2927                          STATION DESCRIPTION
 BK2927
 BK2927'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2927'STATION IS 0.90 MILE EAST ALONG INTERSTATE I-10 FROM LA. HIGHWAY
 BK2927'99 OVERPASS.  2.85 FEET WEST OF WITNESS POST, 30.15 FEET
 BK2927'SOUTHEAST OF BRACE POST IN FENCE, 526.00 FEET NORTHEAST
 BK2927'OF HEADWALL ON SIDE DRAIN UNDER A ROAD LEADING NORTH FROM
 BK2927'THE NORTH FRONTAGE ROAD ON INTERSTATE I-10 AND 123.30 FEET
 BK2927'NORTH OF THE CENTERLINE OF THE NORTH ROADWAY ON INTERSTATE
 BK2927'I-10.  STATION IS A STANDARD DISK SET IN A CONCRETE POST
 BK2927'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION
 BK2927'IS STAMPED 27B001.  TO REACH THIS STATION FROM THE CALCASIEU
 BK2927'MARINE NATIONAL BANK IN WELSH, FOLLOW LA. HIGHWAY 99 (NORTH
 BK2927'ADAMS STREET) NORTH FOR 0.63 MILE, THENCE EAST ALONG
 BK2927'INTERSTATE I-10 FOR 1.17 MILES TO STATION NORTH OF THE
 BK2927'HIGHWAY.
 BK2927'
 BK2927'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2927
 BK2927                          STATION RECOVERY (1996)
 BK2927
 BK2927'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2930 ***********************************************************************
 BK2930  DESIGNATION -  27B002 LADH 1965
 BK2930  PID         -  BK2930
 BK2930  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2930  USGS QUAD   -  WELSH SOUTH (1985)
 BK2930
 BK2930                         *CURRENT SURVEY CONTROL
 BK2930  ___________________________________________________________________
 BK2930* NAD 83(1992)-  30 14 51.55678(N)    092 47 32.31663(W)     ADJUSTED  
 BK2930* NAVD 88     -         4.5  **(meters)      15.   **(feet)  VERTCON   
 BK2930  **This station is located in a subsidence area (see below).
 BK2930  ___________________________________________________________________
 BK2930  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK2930  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2930
 BK2930  HORZ ORDER  -  SECOND
 BK2930
 BK2930.The horizontal coordinates were established by classical geodetic methods
 BK2930.and adjusted by the National Geodetic Survey in January 1993..
 BK2930
 BK2930 ** The orthometric height has not been validated since last determined
 BK2930 ** by differential leveling and should not be used for control purposes.
 BK2930 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2930 ** area with valid NAVD 88 orthometric heights.
 BK2930 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2930 ** epoch indicated which incorporates improved geoid heights for the
 BK2930 ** Southern Louisiana Subsidence area.
 BK2930 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2930
 BK2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2930
 BK2930.The geoid height was determined by GEOID03.
 BK2930
 BK2930;                    North         East     Units Scale Factor Converg.
 BK2930;SPC LA S     -   194,611.967   859,592.521   MT  0.99993498   -0 43 46.2
 BK2930;SPC LA S     -   638,489.43  2,820,179.80   sFT  0.99993498   -0 43 46.2
 BK2930;UTM  15      - 3,346,246.256   519,981.301   MT  0.99960493   +0 06 16.6
 BK2930
 BK2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2930!SPC LA S     -   1.00000358  x   0.99993498  =   0.99993856
 BK2930!UTM  15      -   1.00000358  x   0.99960493  =   0.99960851
 BK2930
 BK2930:                Primary Azimuth Mark                     Grid Az
 BK2930:SPC LA S     -  27B001 LADH 1965                         270 34 34.9
 BK2930:UTM  15      -  27B001 LADH 1965                         269 44 32.1
 BK2930
 BK2930|---------------------------------------------------------------------|
 BK2930| PID    Reference Object                     Distance      Geod. Az  |
 BK2930|                                                           dddmmss.s |
 BK2930| BK2927 27B001 LADH 1965                    APPROX. 1.4 KM 2695048.7 |
 BK2930|---------------------------------------------------------------------|
 BK2930
 BK2930                          SUPERSEDED SURVEY CONTROL
 BK2930
 BK2930  NAD 83(1986)-  30 14 51.57752(N)    092 47 32.31114(W) AD(       ) 2
 BK2930  NAD 27      -  30 14 50.83278(N)    092 47 31.79129(W) AD(       ) 2
 BK2930  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG       
 BK2930
 BK2930.Superseded values are not recommended for survey control.
 BK2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2930.See file dsdata.txt to determine how the superseded data were derived.
 BK2930
 BK2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1998146246(NAD 83)
 BK2930_MARKER: DD = SURVEY DISK
 BK2930_SETTING: 0 = UNSPECIFIED SETTING
 BK2930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2930
 BK2930  HISTORY     - Date     Condition        Report By
 BK2930  HISTORY     - 1965     MONUMENTED       LADH
 BK2930  HISTORY     - 19961118 GOOD             USPSQD
 BK2930
 BK2930                          STATION DESCRIPTION
 BK2930
 BK2930'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2930'STATION IS 1 MILE WEST ALONG INTERSTATE I-10 FROM LA. HIGHWAY
 BK2930'382 OVERPASS, 137.50 FEET NORTH OF CENTERLINE OF NORTH ROADWAY
 BK2930'OF INTERSTATE I-10, 40.30 FEET WEST OF WEST END OF HEADWALL
 BK2930'ON A CROSS DRAIN UNDER INTERSTATE I-10, 80-50 FEET NORTHWEST
 BK2930'OF EAST END OF SAME CROSS DRAIN, 4.30 FEET EAST OF WITNESS
 BK2930'POST, 21.25 FEET SOUTHWEST OF A CORNER POST OF A FENCE LEADING
 BK2930'NORTH AND 119 FEET NORTHEAST OF HEADWALL OF A SIDE DRAIN
 BK2930'ON NORTH FRONTAGE ROAD ON INTERSTATE I-10.  STATION IS A
 BK2930'STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES
 BK2930'ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED 27B002.
 BK2930'TO REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL
 BK2930'BANK IN WELSH, FOLLOW LA. HIGHWAY 99 NORTH FOR 0.63 MILE,
 BK2930'THENCE EAST ALONG INTERSTATE I-10 FOR 2.07 MILES TO
 BK2930'STATION ON NORTH SIDE OF HIGHWAY.
 BK2930'
 BK2930'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2930
 BK2930                          STATION RECOVERY (1996)
 BK2930
 BK2930'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2924 ***********************************************************************
 BK2924  DESIGNATION -  27B003 LADH 1965
 BK2924  PID         -  BK2924
 BK2924  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2924  USGS QUAD   -  WELSH SOUTH (1985)
 BK2924
 BK2924                         *CURRENT SURVEY CONTROL
 BK2924  ___________________________________________________________________
 BK2924* NAD 83(1992)-  30 14 48.97229(N)    092 46 30.28604(W)     ADJUSTED  
 BK2924* NAVD 88     -        13.3  **(meters)      44.   **(feet)  VERTCON   
 BK2924  **This station is located in a subsidence area (see below).
 BK2924  ___________________________________________________________________
 BK2924  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2924  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2924
 BK2924  HORZ ORDER  -  SECOND
 BK2924
 BK2924.The horizontal coordinates were established by classical geodetic methods
 BK2924.and adjusted by the National Geodetic Survey in January 1993..
 BK2924
 BK2924 ** The orthometric height has not been validated since last determined
 BK2924 ** by differential leveling and should not be used for control purposes.
 BK2924 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2924 ** area with valid NAVD 88 orthometric heights.
 BK2924 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2924 ** epoch indicated which incorporates improved geoid heights for the
 BK2924 ** Southern Louisiana Subsidence area.
 BK2924 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2924
 BK2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2924
 BK2924.The geoid height was determined by GEOID03.
 BK2924
 BK2924;                    North         East     Units Scale Factor Converg.
 BK2924;SPC LA S     -   194,511.405   861,249.664   MT  0.99993493   -0 43 15.2
 BK2924;SPC LA S     -   638,159.50  2,825,616.61   sFT  0.99993493   -0 43 15.2
 BK2924;UTM  15      - 3,346,169.854   521,639.185   MT  0.99960578   +0 06 47.9
 BK2924
 BK2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2924!SPC LA S     -   1.00000220  x   0.99993493  =   0.99993713
 BK2924!UTM  15      -   1.00000220  x   0.99960578  =   0.99960798
 BK2924
 BK2924:                Primary Azimuth Mark                     Grid Az
 BK2924:SPC LA S     -  27B004 LADH 1965                         086 40 55.5
 BK2924:UTM  15      -  27B004 LADH 1965                         085 50 52.4
 BK2924
 BK2924|---------------------------------------------------------------------|
 BK2924| PID    Reference Object                     Distance      Geod. Az  |
 BK2924|                                                           dddmmss.s |
 BK2924| BK2928 27B004 LADH 1965                    APPROX. 1.2 KM 0855740.3 |
 BK2924|---------------------------------------------------------------------|
 BK2924
 BK2924                          SUPERSEDED SURVEY CONTROL
 BK2924
 BK2924  NAD 83(1986)-  30 14 48.99306(N)    092 46 30.28056(W) AD(       ) 2
 BK2924  NAD 27      -  30 14 48.24879(N)    092 46 29.76225(W) AD(       ) 2
 BK2924  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 BK2924
 BK2924.Superseded values are not recommended for survey control.
 BK2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2924.See file dsdata.txt to determine how the superseded data were derived.
 BK2924
 BK2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2163946170(NAD 83)
 BK2924_MARKER: DD = SURVEY DISK
 BK2924_SETTING: 0 = UNSPECIFIED SETTING
 BK2924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2924
 BK2924  HISTORY     - Date     Condition        Report By
 BK2924  HISTORY     - 1965     MONUMENTED       LADH
 BK2924  HISTORY     - 19970125 GOOD             USPSQD
 BK2924  HISTORY     - 19981016 GOOD             USPSQD
 BK2924  HISTORY     - 20021102 GOOD             USPSQD
 BK2924
 BK2924                          STATION DESCRIPTION
 BK2924
 BK2924'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2924'STATION IS IN THE SOUTHEAST CORNER OF THE LA. HIGHWAY 382
 BK2924'OVERPASS ON INTERSTATE I-10.  STATION IS A STANDARD DISK
 BK2924'SET IN ROADWAY, IN THE ABUTMENT, 3 FEET WEST OF THE CURB.
 BK2924'STATION IS STAMPED 27B003.  TO REACH THIS STATION FROM THE
 BK2924'CALCASIEU MARINE NATIONAL BANK IN WELSH, FOLLOW LA. HIGHWAY
 BK2924'99 (NORTH ADAMS STREET) NORTH FOR 0.63 MILE, THENCE EAST
 BK2924'ALONG INTERSTATE I-10 FOR 3.07 MILES TO STATION ON OVERPASS.
 BK2924'
 BK2924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2924
 BK2924                          STATION RECOVERY (1997)
 BK2924
 BK2924'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2924'RECOVERED IN GOOD CONDITION.
 BK2924
 BK2924                          STATION RECOVERY (1998)
 BK2924
 BK2924'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2924'RECOVERED IN GOOD CONDITION.
 BK2924
 BK2924                          STATION RECOVERY (2002)
 BK2924
 BK2924'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 BK2924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2928 ***********************************************************************
 BK2928  DESIGNATION -  27B004 LADH 1965
 BK2928  PID         -  BK2928
 BK2928  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2928  USGS QUAD   -  WELSH SOUTH (1985)
 BK2928
 BK2928                         *CURRENT SURVEY CONTROL
 BK2928  ___________________________________________________________________
 BK2928* NAD 83(1992)-  30 14 51.64895(N)    092 45 46.58910(W)     ADJUSTED  
 BK2928* NAVD 88     -         6.9  **(meters)      23.   **(feet)  VERTCON   
 BK2928  **This station is located in a subsidence area (see below).
 BK2928  ___________________________________________________________________
 BK2928  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2928  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2928
 BK2928  HORZ ORDER  -  SECOND
 BK2928
 BK2928.The horizontal coordinates were established by classical geodetic methods
 BK2928.and adjusted by the National Geodetic Survey in January 1993..
 BK2928
 BK2928 ** The orthometric height has not been validated since last determined
 BK2928 ** by differential leveling and should not be used for control purposes.
 BK2928 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2928 ** area with valid NAVD 88 orthometric heights.
 BK2928 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2928 ** epoch indicated which incorporates improved geoid heights for the
 BK2928 ** Southern Louisiana Subsidence area.
 BK2928 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2928.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2928
 BK2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2928
 BK2928.The geoid height was determined by GEOID03.
 BK2928
 BK2928;                    North         East     Units Scale Factor Converg.
 BK2928;SPC LA S     -   194,579.181   862,418.768   MT  0.99993499   -0 42 53.4
 BK2928;SPC LA S     -   638,381.86  2,829,452.24   sFT  0.99993499   -0 42 53.4
 BK2928;UTM  15      - 3,346,254.617   522,806.794   MT  0.99960642   +0 07 09.9
 BK2928
 BK2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2928!SPC LA S     -   1.00000321  x   0.99993499  =   0.99993820
 BK2928!UTM  15      -   1.00000321  x   0.99960642  =   0.99960963
 BK2928
 BK2928:                Primary Azimuth Mark                     Grid Az
 BK2928:SPC LA S     -  27B005 LADH 1965                         094 02 53.3
 BK2928:UTM  15      -  27B005 LADH 1965                         093 12 50.0
 BK2928
 BK2928|---------------------------------------------------------------------|
 BK2928| PID    Reference Object                     Distance      Geod. Az  |
 BK2928|                                                           dddmmss.s |
 BK2928| BK2922 27B005 LADH 1965                    APPROX. 1.1 KM 0931959.9 |
 BK2928|---------------------------------------------------------------------|
 BK2928
 BK2928                          SUPERSEDED SURVEY CONTROL
 BK2928
 BK2928  NAD 83(1986)-  30 14 51.66974(N)    092 45 46.58360(W) AD(       ) 2
 BK2928  NAD 27      -  30 14 50.92595(N)    092 45 46.06633(W) AD(       ) 2
 BK2928  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 BK2928
 BK2928.Superseded values are not recommended for survey control.
 BK2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2928.See file dsdata.txt to determine how the superseded data were derived.
 BK2928
 BK2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2280746255(NAD 83)
 BK2928_MARKER: DD = SURVEY DISK
 BK2928_SETTING: 0 = UNSPECIFIED SETTING
 BK2928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2928
 BK2928  HISTORY     - Date     Condition        Report By
 BK2928  HISTORY     - 1965     MONUMENTED       LADH
 BK2928  HISTORY     - 19961118 GOOD             USPSQD
 BK2928
 BK2928                          STATION DESCRIPTION
 BK2928
 BK2928'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2928'STATION IS 10.75 MILES EAST ALONG INTERSTATE I-10 FROM LA.
 BK2928'HIGHWAY 382 OVERPASS.  1.56 MILES WEST ALONG INTERSTATE I-10
 BK2928'FROM LA. HIGHWAY 395 OVERPASS.  101 FEET NORTH OF THE CENTERLINE
 BK2928'OF THE NORTH ROADWAY OF INTERSTATE I-10, 3.64 FEET EAST
 BK2928'OF WITNESS POST, 77.30 FEET NORTHEAST OF NORTH HEADWALL OF A
 BK2928'CROSS DRAIN UNDER INTERSTATE I-10 AND 150.90 FEET NORTHEAST
 BK2928'OF CATCHBASIN IN MEDIAN OF INTERSTATE I-10.  STATION IS A
 BK2928'STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BK2928'THE SURFACE OF THE GROUND.  STATION IS STAMPED 27B004.  TO
 BK2928'REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL BANK
 BK2928'IN WELSH, FOLLOW LA. HIGHWAY 99 (NORTH ADAMS STREET) NORTH
 BK2928'FOR 0.63 MILE, THENCE EAST ALONG INTERSTATE I-10 FOR 3.87
 BK2928'MILES TO STATION ON NORTH SIDE OF HIGHWAY.
 BK2928'
 BK2928'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2928
 BK2928                          STATION RECOVERY (1996)
 BK2928
 BK2928'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2922 ***********************************************************************
 BK2922  DESIGNATION -  27B005 LADH 1965
 BK2922  PID         -  BK2922
 BK2922  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2922  USGS QUAD   -  WELSH SOUTH (1985)
 BK2922
 BK2922                         *CURRENT SURVEY CONTROL
 BK2922  ___________________________________________________________________
 BK2922* NAD 83(1992)-  30 14 49.53062(N)    092 45 04.73406(W)     ADJUSTED  
 BK2922* NAVD 88     -         7.0  **(meters)      23.   **(feet)  VERTCON   
 BK2922  **This station is located in a subsidence area (see below).
 BK2922  ___________________________________________________________________
 BK2922  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2922  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2922
 BK2922  HORZ ORDER  -  SECOND
 BK2922
 BK2922.The horizontal coordinates were established by classical geodetic methods
 BK2922.and adjusted by the National Geodetic Survey in January 1993..
 BK2922
 BK2922 ** The orthometric height has not been validated since last determined
 BK2922 ** by differential leveling and should not be used for control purposes.
 BK2922 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2922 ** area with valid NAVD 88 orthometric heights.
 BK2922 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2922 ** epoch indicated which incorporates improved geoid heights for the
 BK2922 ** Southern Louisiana Subsidence area.
 BK2922 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2922
 BK2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2922
 BK2922.The geoid height was determined by GEOID03.
 BK2922
 BK2922;                    North         East     Units Scale Factor Converg.
 BK2922;SPC LA S     -   194,500.057   863,536.794   MT  0.99993494   -0 42 32.4
 BK2922;SPC LA S     -   638,122.27  2,833,120.30   sFT  0.99993494   -0 42 32.4
 BK2922;UTM  15      - 3,346,191.800   523,925.486   MT  0.99960706   +0 07 31.0
 BK2922
 BK2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2922!SPC LA S     -   1.00000319  x   0.99993494  =   0.99993813
 BK2922!UTM  15      -   1.00000319  x   0.99960706  =   0.99961025
 BK2922
 BK2922:                Primary Azimuth Mark                     Grid Az
 BK2922:SPC LA S     -  27 B 006                                 085 02 06.4
 BK2922:UTM  15      -  27 B 006                                 084 12 03.0
 BK2922
 BK2922|---------------------------------------------------------------------|
 BK2922| PID    Reference Object                     Distance      Geod. Az  |
 BK2922|                                                           dddmmss.s |
 BK2922| BK2358 27 B 006                            APPROX. 1.0 KM 0841934.0 |
 BK2922|---------------------------------------------------------------------|
 BK2922
 BK2922                          SUPERSEDED SURVEY CONTROL
 BK2922
 BK2922  NAD 83(1986)-  30 14 49.55144(N)    092 45 04.72856(W) AD(       ) 2
 BK2922  NAD 27      -  30 14 48.80791(N)    092 45 04.21224(W) AD(       ) 2
 BK2922  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG       
 BK2922
 BK2922.Superseded values are not recommended for survey control.
 BK2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2922.See file dsdata.txt to determine how the superseded data were derived.
 BK2922
 BK2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2392546192(NAD 83)
 BK2922_MARKER: DD = SURVEY DISK
 BK2922_SETTING: 0 = UNSPECIFIED SETTING
 BK2922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2922
 BK2922  HISTORY     - Date     Condition        Report By
 BK2922  HISTORY     - 1965     MONUMENTED       LADH
 BK2922  HISTORY     - 19961118 GOOD             USPSQD
 BK2922
 BK2922                          STATION DESCRIPTION
 BK2922
 BK2922'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2922'STATION IS 0.70 MILE WEST ALONG INTERSTATE I-10 FROM ROANOKE
 BK2922'OVERPASS (LA. HIGHWAY 395) 1.45 MILES EAST ALONG INTERSTATE
 BK2922'I-10 FROM LA. HIGHWAY 382 OVERPASS, 130.00 FEET SOUTH OF
 BK2922'THE CENTERLINE OF THE SOUTH ROADWAY OF INTERSTATE I-10, 351.75
 BK2922'FEET SOUTHEAST OF HEADWALL OF A SIDE DRAIN ON SOUTH FRONTAGE
 BK2922'ROAD AND 2.10 FEET SOUTH OF WITNESS POST.  STATION IS A
 BK2922'STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BK2922'THE SURFACE OF THE GROUND.  STATION IS STAMPED 27B005.  TO
 BK2922'REACH THIS STATION FROM THE CALCASIEU MARINE NATIONAL BANK IN
 BK2922'WELSH, FOLLOW LA. HIGHWAY 99 (NORTH ADAMS STREET) NORTH
 BK2922'FOR 0.63 MILE, THENCE EAST ALONG INTERSTATE I-10 FOR 4.57
 BK2922'MILES TO STATION ON SOUTH SIDE OF HIGHWAY.
 BK2922'
 BK2922'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2922
 BK2922                          STATION RECOVERY (1996)
 BK2922
 BK2922'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2903 ***********************************************************************
 BK2903  DESIGNATION -  27B007 LADH 1965
 BK2903  PID         -  BK2903
 BK2903  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2903  USGS QUAD   -  JENNINGS (1993)
 BK2903
 BK2903                         *CURRENT SURVEY CONTROL
 BK2903  ___________________________________________________________________
 BK2903* NAD 83(1992)-  30 14 48.29730(N)    092 43 25.34705(W)     ADJUSTED  
 BK2903* NAVD 88     -        13.4  **(meters)      44.   **(feet)  VERTCON   
 BK2903  **This station is located in a subsidence area (see below).
 BK2903  ___________________________________________________________________
 BK2903  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2903  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2903
 BK2903  HORZ ORDER  -  SECOND
 BK2903
 BK2903.The horizontal coordinates were established by classical geodetic methods
 BK2903.and adjusted by the National Geodetic Survey in January 1993..
 BK2903
 BK2903 ** The orthometric height has not been validated since last determined
 BK2903 ** by differential leveling and should not be used for control purposes.
 BK2903 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2903 ** area with valid NAVD 88 orthometric heights.
 BK2903 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2903 ** epoch indicated which incorporates improved geoid heights for the
 BK2903 ** Southern Louisiana Subsidence area.
 BK2903 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2903
 BK2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2903
 BK2903.The geoid height was determined by GEOID03.
 BK2903
 BK2903;                    North         East     Units Scale Factor Converg.
 BK2903;SPC LA S     -   194,429.526   866,193.082   MT  0.99993492   -0 41 42.7
 BK2903;SPC LA S     -   637,890.87  2,841,835.14   sFT  0.99993492   -0 41 42.7
 BK2903;UTM  15      - 3,346,159.967   526,581.651   MT  0.99960872   +0 08 21.0
 BK2903
 BK2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2903!SPC LA S     -   1.00000219  x   0.99993492  =   0.99993711
 BK2903!UTM  15      -   1.00000219  x   0.99960872  =   0.99961091
 BK2903
 BK2903:                Primary Azimuth Mark                     Grid Az
 BK2903:SPC LA S     -  27B008 LADH 1965                         093 14 31.4
 BK2903:UTM  15      -  27B008 LADH 1965                         092 24 27.7
 BK2903
 BK2903|---------------------------------------------------------------------|
 BK2903| PID    Reference Object                     Distance      Geod. Az  |
 BK2903|                                                           dddmmss.s |
 BK2903| BK2901 27B008 LADH 1965                    APPROX. 1.5 KM 0923248.7 |
 BK2903|---------------------------------------------------------------------|
 BK2903
 BK2903                          SUPERSEDED SURVEY CONTROL
 BK2903
 BK2903  NAD 83(1986)-  30 14 48.31813(N)    092 43 25.34147(W) AD(       ) 2
 BK2903  NAD 27      -  30 14 47.57529(N)    092 43 24.82810(W) AD(       ) 2
 BK2903  NGVD 29 (07/19/86)   13.4    (m)           44.     (f) VERT ANG       
 BK2903
 BK2903.Superseded values are not recommended for survey control.
 BK2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2903.See file dsdata.txt to determine how the superseded data were derived.
 BK2903
 BK2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2658246160(NAD 83)
 BK2903_MARKER: DD = SURVEY DISK
 BK2903_SETTING: 0 = UNSPECIFIED SETTING
 BK2903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2903
 BK2903  HISTORY     - Date     Condition        Report By
 BK2903  HISTORY     - 1965     MONUMENTED       LADH
 BK2903  HISTORY     - 19970125 GOOD             USPSQD
 BK2903  HISTORY     - 19981017 GOOD             USPSQD
 BK2903  HISTORY     - 20040427 GOOD             USPSQD
 BK2903
 BK2903                          STATION DESCRIPTION
 BK2903
 BK2903'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2903'STATION IS 1.00 MILE EAST ALONG INTERSTATE I-10 FROM LA.
 BK2903'HIGHWAY 395 (ROANOKE) OVERPASS.  STATION IS A STANDARD DISK
 BK2903'SET IN THE SOUTHEAST CORNER OF AN OVERPASS ON LOCAL PARISH
 BK2903'ROAD, IN THE ROADWAY, IN THE ABUTMENT, 3 FEET WEST OF THE CURB.
 BK2903'STATION IS STAMPED 27B007.  TO REACH THIS STATION FROM THE
 BK2903'CALCASIEU MARINE NATIONAL BANK IN WELSH, FOLLOW LA. HIGHWAY
 BK2903'99 (NORTH ADAMS STREET) NORTH FOR 0.63 MILE, THENCE EAST ALONG
 BK2903'INTERSTATE I-10 FOR 6.27 MILES TO STATION IN OVERPASS.
 BK2903'
 BK2903'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2903
 BK2903                          STATION RECOVERY (1997)
 BK2903
 BK2903'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2903'RECOVERED IN GOOD CONDITION.
 BK2903
 BK2903                          STATION RECOVERY (1998)
 BK2903
 BK2903'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2903'RECOVERED IN GOOD CONDITION.
 BK2903
 BK2903                          STATION RECOVERY (2004)
 BK2903
 BK2903'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2901 ***********************************************************************
 BK2901  DESIGNATION -  27B008 LADH 1965
 BK2901  PID         -  BK2901
 BK2901  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2901  USGS QUAD   -  JENNINGS (1993)
 BK2901
 BK2901                         *CURRENT SURVEY CONTROL
 BK2901  ___________________________________________________________________
 BK2901* NAD 83(1992)-  30 14 46.08718(N)    092 42 28.20697(W)     ADJUSTED  
 BK2901* NAVD 88     -         6.5  **(meters)      21.   **(feet)  VERTCON   
 BK2901  **This station is located in a subsidence area (see below).
 BK2901  ___________________________________________________________________
 BK2901  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2901  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2901
 BK2901  HORZ ORDER  -  SECOND
 BK2901
 BK2901.The horizontal coordinates were established by classical geodetic methods
 BK2901.and adjusted by the National Geodetic Survey in January 1993..
 BK2901
 BK2901 ** The orthometric height has not been validated since last determined
 BK2901 ** by differential leveling and should not be used for control purposes.
 BK2901 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2901 ** area with valid NAVD 88 orthometric heights.
 BK2901 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2901 ** epoch indicated which incorporates improved geoid heights for the
 BK2901 ** Southern Louisiana Subsidence area.
 BK2901 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2901
 BK2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2901
 BK2901.The geoid height was determined by GEOID03.
 BK2901
 BK2901;                    North         East     Units Scale Factor Converg.
 BK2901;SPC LA S     -   194,343.050   867,719.706   MT  0.99993487   -0 41 14.2
 BK2901;SPC LA S     -   637,607.16  2,846,843.74   sFT  0.99993487   -0 41 14.2
 BK2901;UTM  15      - 3,346,095.752   528,108.875   MT  0.99960975   +0 08 49.8
 BK2901
 BK2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2901!SPC LA S     -   1.00000327  x   0.99993487  =   0.99993814
 BK2901!UTM  15      -   1.00000327  x   0.99960975  =   0.99961302
 BK2901
 BK2901:                Primary Azimuth Mark                     Grid Az
 BK2901:SPC LA S     -  27B007 LADH 1965                         273 14 31.7
 BK2901:UTM  15      -  27B007 LADH 1965                         272 24 27.7
 BK2901
 BK2901|---------------------------------------------------------------------|
 BK2901| PID    Reference Object                     Distance      Geod. Az  |
 BK2901|                                                           dddmmss.s |
 BK2901| BK2903 27B007 LADH 1965                    APPROX. 1.5 KM 2723317.5 |
 BK2901|---------------------------------------------------------------------|
 BK2901
 BK2901                          SUPERSEDED SURVEY CONTROL
 BK2901
 BK2901  NAD 83(1986)-  30 14 46.10801(N)    092 42 28.20146(W) AD(       ) 2
 BK2901  NAD 27      -  30 14 45.36547(N)    092 42 27.68983(W) AD(       ) 2
 BK2901  NGVD 29 (07/19/86)    6.5    (m)           21.     (f) VERT ANG       
 BK2901
 BK2901.Superseded values are not recommended for survey control.
 BK2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2901.See file dsdata.txt to determine how the superseded data were derived.
 BK2901
 BK2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2810946096(NAD 83)
 BK2901_MARKER: DD = SURVEY DISK
 BK2901_SETTING: 0 = UNSPECIFIED SETTING
 BK2901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2901
 BK2901  HISTORY     - Date     Condition        Report By
 BK2901  HISTORY     - 1965     MONUMENTED       LADH
 BK2901  HISTORY     - 19970125 GOOD             USPSQD
 BK2901  HISTORY     - 19981017 GOOD             USPSQD
 BK2901  HISTORY     - 20040427 GOOD             USPSQD
 BK2901
 BK2901                          STATION DESCRIPTION
 BK2901
 BK2901'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2901'STATION IS 2.00 MILES EAST ALONG INTERSTATE I-10 FROM THE
 BK2901'LA. HIGHWAY 395 (ROANOKE) OVERPASS.  STATION IS A STANDARD
 BK2901'DISK SET IN THE NORTHWEST CORNER OF THE INTERSTATE I-10 SOUTH
 BK2901'FRONTAGE ROAD BRIDGE OVER CHENE BAYOU, IN THE ROADWAY, IN
 BK2901'THE ABUTMENT, 3 FEET SOUTH OF THE CURB.  STATION IS STAMPED
 BK2901'27B008.  TO REACH THIS STATION FROM THE CALCASIEU MARINE
 BK2901'NATIONAL BANK IN WELSH, FOLLOW LA. HIGHWAY 99 (NORTH ADAMS
 BK2901'STREET) NORTH FOR 0.63 MILE, THENCE EAST ALONG INTERSTATE
 BK2901'I-10 FOR 7.27 MILES TO STATION IN BRIDGE.
 BK2901'
 BK2901'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2901
 BK2901                          STATION RECOVERY (1997)
 BK2901
 BK2901'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2901'RECOVERED IN GOOD CONDITION.
 BK2901
 BK2901                          STATION RECOVERY (1998)
 BK2901
 BK2901'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2901'RECOVERED IN GOOD CONDITION.
 BK2901
 BK2901                          STATION RECOVERY (2004)
 BK2901
 BK2901'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2898 ***********************************************************************
 BK2898  DESIGNATION -  27B009 LADH 1965
 BK2898  PID         -  BK2898
 BK2898  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2898  USGS QUAD   -  JENNINGS (1993)
 BK2898
 BK2898                         *CURRENT SURVEY CONTROL
 BK2898  ___________________________________________________________________
 BK2898* NAD 83(1992)-  30 14 46.13048(N)    092 41 20.70158(W)     ADJUSTED  
 BK2898* NAVD 88     -         6.4  **(meters)      21.   **(feet)  VERTCON   
 BK2898  **This station is located in a subsidence area (see below).
 BK2898  ___________________________________________________________________
 BK2898  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2898  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2898
 BK2898  HORZ ORDER  -  SECOND
 BK2898
 BK2898.The horizontal coordinates were established by classical geodetic methods
 BK2898.and adjusted by the National Geodetic Survey in January 1993..
 BK2898
 BK2898 ** The orthometric height has not been validated since last determined
 BK2898 ** by differential leveling and should not be used for control purposes.
 BK2898 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2898 ** area with valid NAVD 88 orthometric heights.
 BK2898 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2898 ** epoch indicated which incorporates improved geoid heights for the
 BK2898 ** Southern Louisiana Subsidence area.
 BK2898 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2898
 BK2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2898
 BK2898.The geoid height was determined by GEOID03.
 BK2898
 BK2898;                    North         East     Units Scale Factor Converg.
 BK2898;SPC LA S     -   194,322.884   869,524.257   MT  0.99993487   -0 40 40.4
 BK2898;SPC LA S     -   637,541.00  2,852,764.17   sFT  0.99993487   -0 40 40.4
 BK2898;UTM  15      - 3,346,101.867   529,912.943   MT  0.99961104   +0 09 23.8
 BK2898
 BK2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2898!SPC LA S     -   1.00000328  x   0.99993487  =   0.99993815
 BK2898!UTM  15      -   1.00000328  x   0.99961104  =   0.99961432
 BK2898
 BK2898:                Primary Azimuth Mark                     Grid Az
 BK2898:SPC LA S     -  27 B 010                                 086 04 18.5
 BK2898:UTM  15      -  27 B 010                                 085 14 14.3
 BK2898
 BK2898|---------------------------------------------------------------------|
 BK2898| PID    Reference Object                     Distance      Geod. Az  |
 BK2898|                                                           dddmmss.s |
 BK2898| BK2429 27 B 010                            APPROX. 1.1 KM 0852338.1 |
 BK2898|---------------------------------------------------------------------|
 BK2898
 BK2898                          SUPERSEDED SURVEY CONTROL
 BK2898
 BK2898  NAD 83(1986)-  30 14 46.15131(N)    092 41 20.69616(W) AD(       ) 2
 BK2898  NAD 27      -  30 14 45.40921(N)    092 41 20.18658(W) AD(       ) 2
 BK2898  NGVD 29 (07/19/86)    6.4    (m)           21.     (f) VERT ANG       
 BK2898
 BK2898.Superseded values are not recommended for survey control.
 BK2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2898.See file dsdata.txt to determine how the superseded data were derived.
 BK2898
 BK2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2991346102(NAD 83)
 BK2898_MARKER: DD = SURVEY DISK
 BK2898_SETTING: 0 = UNSPECIFIED SETTING
 BK2898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2898
 BK2898  HISTORY     - Date     Condition        Report By
 BK2898  HISTORY     - 1965     MONUMENTED       LADH
 BK2898  HISTORY     - 19961222 GOOD             USPSQD
 BK2898
 BK2898                          STATION DESCRIPTION
 BK2898
 BK2898'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2898'STATION IS A STANDARD DISK SET IN THE SOUTHWEST CORNER OF
 BK2898'THE INTERSTATE I-10 SOUTH FRONTAGE ROAD BRIDGE OVER MIDDLE
 BK2898'CHENE BAYOU, IN THE ROADWAY, IN THE ABUTMENT, 3 FEET NORTH
 BK2898'OF THE CURB.  STATION IS STAMPED 27B009.  TO REACH THIS STATION
 BK2898'FROM THE CALCASIEU MARINE NATIONAL BANK IN WELSH, FOLLOW LA.
 BK2898'HIGHWAY 99 (NORTH ADAMS STREET) NORTH FOR 0.63 MILE, THENCE EAST
 BK2898'ALONG INTERSTATE I-10 FOR 8.37 MILES TO STATION IN BRIDGE.
 BK2898'
 BK2898'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2898
 BK2898                          STATION RECOVERY (1996)
 BK2898
 BK2898'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2899 ***********************************************************************
 BK2899  DESIGNATION -  27B012 LADH 1965
 BK2899  PID         -  BK2899
 BK2899  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2899  USGS QUAD   -  JENNINGS (1993)
 BK2899
 BK2899                         *CURRENT SURVEY CONTROL
 BK2899  ___________________________________________________________________
 BK2899* NAD 83(1992)-  30 14 09.17004(N)    092 39 47.91918(W)     ADJUSTED  
 BK2899* NAVD 88     -         8.1  **(meters)      27.   **(feet)  VERTCON   
 BK2899  **This station is located in a subsidence area (see below).
 BK2899  ___________________________________________________________________
 BK2899  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2899  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2899
 BK2899  HORZ ORDER  -  SECOND
 BK2899
 BK2899.The horizontal coordinates were established by classical geodetic methods
 BK2899.and adjusted by the National Geodetic Survey in January 1993..
 BK2899
 BK2899 ** The orthometric height has not been validated since last determined
 BK2899 ** by differential leveling and should not be used for control purposes.
 BK2899 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2899 ** area with valid NAVD 88 orthometric heights.
 BK2899 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2899 ** epoch indicated which incorporates improved geoid heights for the
 BK2899 ** Southern Louisiana Subsidence area.
 BK2899 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2899
 BK2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2899
 BK2899.The geoid height was determined by GEOID03.
 BK2899
 BK2899;                    North         East     Units Scale Factor Converg.
 BK2899;SPC LA S     -   193,155.828   871,991.287   MT  0.99993412   -0 39 54.0
 BK2899;SPC LA S     -   633,712.08  2,860,858.08   sFT  0.99993412   -0 39 54.0
 BK2899;UTM  15      - 3,344,971.231   532,395.907   MT  0.99961295   +0 10 10.4
 BK2899
 BK2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2899!SPC LA S     -   1.00000302  x   0.99993412  =   0.99993714
 BK2899!UTM  15      -   1.00000302  x   0.99961295  =   0.99961597
 BK2899
 BK2899:                Primary Azimuth Mark                     Grid Az
 BK2899:SPC LA S     -  27 B 013 LADH                            181 13 12.6
 BK2899:UTM  15      -  27 B 013 LADH                            180 23 08.2
 BK2899
 BK2899|---------------------------------------------------------------------|
 BK2899| PID    Reference Object                     Distance      Geod. Az  |
 BK2899|                                                           dddmmss.s |
 BK2899| BK0675 27 B 013 LADH                       APPROX. 1.4 KM 1803318.6 |
 BK2899|---------------------------------------------------------------------|
 BK2899
 BK2899                          SUPERSEDED SURVEY CONTROL
 BK2899
 BK2899  NAD 83(1986)-  30 14 09.19083(N)    092 39 47.91353(W) AD(       ) 2
 BK2899  NAD 27      -  30 14 08.44826(N)    092 39 47.40657(W) AD(       ) 2
 BK2899  NGVD 29 (07/19/86)    8.1    (m)           27.     (f) VERT ANG       
 BK2899
 BK2899.Superseded values are not recommended for survey control.
 BK2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2899.See file dsdata.txt to determine how the superseded data were derived.
 BK2899
 BK2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3239644971(NAD 83)
 BK2899_MARKER: DD = SURVEY DISK
 BK2899_SETTING: 0 = UNSPECIFIED SETTING
 BK2899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2899
 BK2899  HISTORY     - Date     Condition        Report By
 BK2899  HISTORY     - 1965     MONUMENTED       LADH
 BK2899  HISTORY     - 19981016 MARK NOT FOUND   USPSQD
 BK2899
 BK2899                          STATION DESCRIPTION
 BK2899
 BK2899'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2899'STATION IS 30.35 FEET EAST OF THE CENTERLINE OF LA. HIGHWAY
 BK2899'26, 7.00 FEET NORTH OF THE NORTH TURNOUT OF THE BILLUPS
 BK2899'SERVICE STATION, 73.00 FEET NORTHWEST OF THE NORTHWEST CORNER
 BK2899'OF THE GAS PUMP ISLAND TO SAID STATION, 77.40 FEET SOUTHWEST
 BK2899'OF THE SOUTHWEST CORNER OF THE RESIDENCE OF J.W. BILLODEAUX
 BK2899'AND 2.35 FEET EAST OF WITNESS POST.  STATION IS A STANDARD
 BK2899'DISK SET IN A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BK2899'SURFACE OF THE GROUND.  STATION IS STAMPED 27B012.  TO REACH
 BK2899'THIS STATION, BEGIN AT THE INTERSTATE I-10 OVERPASS ON LA.
 BK2899'HIGHWAY 26 (JENNINGS), GO SOUTH FOR 0.83 MILE TO STATION.
 BK2899'
 BK2899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2899
 BK2899                          STATION RECOVERY (1998)
 BK2899
 BK2899'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2906 ***********************************************************************
 BK2906  DESIGNATION -  27C001 LADH 1965
 BK2906  PID         -  BK2906
 BK2906  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2906  USGS QUAD   -  JENNINGS (1993)
 BK2906
 BK2906                         *CURRENT SURVEY CONTROL
 BK2906  ___________________________________________________________________
 BK2906* NAD 83(1992)-  30 14 49.27403(N)    092 39 18.11384(W)     ADJUSTED  
 BK2906* NAVD 88     -        15.0  **(meters)      49.   **(feet)  VERTCON   
 BK2906  **This station is located in a subsidence area (see below).
 BK2906  ___________________________________________________________________
 BK2906  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BK2906  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2906
 BK2906  HORZ ORDER  -  SECOND
 BK2906
 BK2906.The horizontal coordinates were established by classical geodetic methods
 BK2906.and adjusted by the National Geodetic Survey in January 1993..
 BK2906
 BK2906 ** The orthometric height has not been validated since last determined
 BK2906 ** by differential leveling and should not be used for control purposes.
 BK2906 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2906 ** area with valid NAVD 88 orthometric heights.
 BK2906 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2906 ** epoch indicated which incorporates improved geoid heights for the
 BK2906 ** Southern Louisiana Subsidence area.
 BK2906 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2906
 BK2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2906
 BK2906.The geoid height was determined by GEOID03.
 BK2906
 BK2906;                    North         East     Units Scale Factor Converg.
 BK2906;SPC LA S     -   194,381.386   872,802.363   MT  0.99993494   -0 39 39.1
 BK2906;SPC LA S     -   637,732.93  2,863,519.09   sFT  0.99993494   -0 39 39.1
 BK2906;UTM  15      - 3,346,208.076   533,188.791   MT  0.99961359   +0 10 25.6
 BK2906
 BK2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2906!SPC LA S     -   1.00000194  x   0.99993494  =   0.99993688
 BK2906!UTM  15      -   1.00000194  x   0.99961359  =   0.99961553
 BK2906
 BK2906:                Primary Azimuth Mark                     Grid Az
 BK2906:SPC LA S     -  27 B 011 LADTD                           266 45 06.3
 BK2906:UTM  15      -  27 B 011 LADTD                           265 55 01.6
 BK2906
 BK2906|---------------------------------------------------------------------|
 BK2906| PID    Reference Object                     Distance      Geod. Az  |
 BK2906|                                                           dddmmss.s |
 BK2906| BK1000 27 B 011 LADTD                      APPROX. 0.8 KM 2660527.2 |
 BK2906|---------------------------------------------------------------------|
 BK2906
 BK2906                          SUPERSEDED SURVEY CONTROL
 BK2906
 BK2906  NAD 83(1986)-  30 14 49.29483(N)    092 39 18.10817(W) AD(       ) 2
 BK2906  NAD 27      -  30 14 48.55354(N)    092 39 17.60247(W) AD(       ) 2
 BK2906  NGVD 29 (07/19/86)   15.0    (m)           49.     (f) VERT ANG       
 BK2906
 BK2906.Superseded values are not recommended for survey control.
 BK2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2906.See file dsdata.txt to determine how the superseded data were derived.
 BK2906
 BK2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3318946208(NAD 83)
 BK2906_MARKER: DD = SURVEY DISK
 BK2906_SETTING: 0 = UNSPECIFIED SETTING
 BK2906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2906
 BK2906  HISTORY     - Date     Condition        Report By
 BK2906  HISTORY     - 1965     MONUMENTED       LADH
 BK2906  HISTORY     - 19981016 GOOD             USPSQD
 BK2906  HISTORY     - 20040427 GOOD             USPSQD
 BK2906
 BK2906                          STATION DESCRIPTION
 BK2906
 BK2906'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2906'STATION IS 0.42 MILE EAST ALONG INTERSTATE I-10 FROM THE
 BK2906'LA. HIGHWAY 26 OVERPASS.  IT IS A STANDARD DISK SET IN THE
 BK2906'NORTHEAST CORNER OF THE LA. HIGHWAY 102 OVERPASS ON INTERSTATE
 BK2906'I-10, IN THE ROADWAY, IN THE ABUTMENT, 3 FEET WEST OF THE
 BK2906'CURB.  STATION IS STAMPED 27C001.  TO REACH THIS STATION
 BK2906'FROM THE U.S. POST OFFICE IN JENNINGS, FOLLOW PLAQUEMINE
 BK2906'STREET EAST FOR 0.2 MILE TO NORTH CUTTING AVENUE, THENCE NORTH
 BK2906'ALONG CUTTING AVENUE FOR 0.8 MILE TO LA. HIGHWAY 97, THENCE
 BK2906'NORTHEAST ALONG LA. HIGHWAY 97 FOR 1.7 MILES TO INTERSTATE I-10,
 BK2906'THENCE WEST ALONG INTERSTATE I-10 FOR 1.5 MILES TO STATION
 BK2906'SET IN OVERPASS.
 BK2906'
 BK2906'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2906
 BK2906                          STATION RECOVERY (1998)
 BK2906
 BK2906'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2906'RECOVERED IN GOOD CONDITION.
 BK2906
 BK2906                          STATION RECOVERY (2004)
 BK2906
 BK2906'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2905 ***********************************************************************
 BK2905  DESIGNATION -  27C002 LADH 1965
 BK2905  PID         -  BK2905
 BK2905  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2905  USGS QUAD   -  JENNINGS (1993)
 BK2905
 BK2905                         *CURRENT SURVEY CONTROL
 BK2905  ___________________________________________________________________
 BK2905* NAD 83(1992)-  30 14 47.10067(N)    092 38 35.34432(W)     ADJUSTED  
 BK2905* NAVD 88     -         6.8  **(meters)      22.   **(feet)  VERTCON   
 BK2905  **This station is located in a subsidence area (see below).
 BK2905  ___________________________________________________________________
 BK2905  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BK2905  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2905
 BK2905  HORZ ORDER  -  SECOND
 BK2905
 BK2905.The horizontal coordinates were established by classical geodetic methods
 BK2905.and adjusted by the National Geodetic Survey in January 1993..
 BK2905
 BK2905 ** The orthometric height has not been validated since last determined
 BK2905 ** by differential leveling and should not be used for control purposes.
 BK2905 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2905 ** area with valid NAVD 88 orthometric heights.
 BK2905 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2905 ** epoch indicated which incorporates improved geoid heights for the
 BK2905 ** Southern Louisiana Subsidence area.
 BK2905 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2905
 BK2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2905
 BK2905.The geoid height was determined by GEOID03.
 BK2905
 BK2905;                    North         East     Units Scale Factor Converg.
 BK2905;SPC LA S     -   194,301.341   873,944.897   MT  0.99993489   -0 39 17.7
 BK2905;SPC LA S     -   637,470.32  2,867,267.55   sFT  0.99993489   -0 39 17.7
 BK2905;UTM  15      - 3,346,144.703   534,332.003   MT  0.99961454   +0 10 47.1
 BK2905
 BK2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2905!SPC LA S     -   1.00000322  x   0.99993489  =   0.99993811
 BK2905!UTM  15      -   1.00000322  x   0.99961454  =   0.99961776
 BK2905
 BK2905:                Primary Azimuth Mark                     Grid Az
 BK2905:SPC LA S     -  27C001 LADH 1965                         274 00 27.2
 BK2905:UTM  15      -  27C001 LADH 1965                         273 10 22.4
 BK2905
 BK2905|---------------------------------------------------------------------|
 BK2905| PID    Reference Object                     Distance      Geod. Az  |
 BK2905|                                                           dddmmss.s |
 BK2905| BK2906 27C001 LADH 1965                    APPROX. 1.1 KM 2732109.5 |
 BK2905|---------------------------------------------------------------------|
 BK2905
 BK2905                          SUPERSEDED SURVEY CONTROL
 BK2905
 BK2905  NAD 83(1986)-  30 14 47.12138(N)    092 38 35.33855(W) AD(       ) 2
 BK2905  NAD 27      -  30 14 46.38029(N)    092 38 34.83420(W) AD(       ) 2
 BK2905  NGVD 29 (07/19/86)    6.8    (m)           22.     (f) VERT ANG       
 BK2905
 BK2905.Superseded values are not recommended for survey control.
 BK2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2905.See file dsdata.txt to determine how the superseded data were derived.
 BK2905
 BK2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3433246145(NAD 83)
 BK2905_MARKER: DD = SURVEY DISK
 BK2905_SETTING: 0 = UNSPECIFIED SETTING
 BK2905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2905
 BK2905  HISTORY     - Date     Condition        Report By
 BK2905  HISTORY     - 1965     MONUMENTED       LADH
 BK2905  HISTORY     - 19981016 GOOD             USPSQD
 BK2905  HISTORY     - 20040427 POOR             USPSQD
 BK2905
 BK2905                          STATION DESCRIPTION
 BK2905
 BK2905'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2905'STATION IS 0.75 MILE EAST ALONG INTERSTATE I-10 FROM THE
 BK2905'LA. HIGHWAY 102 OVERPASS AND 0.75 MILE WEST ALONG INTERSTATE
 BK2905'I-10 FROM THE LA. HIGHWAY 97 OVERPASS, 125 FEET NORTH OF THE
 BK2905'CENTERLINE OF THE NORTH ROADWAY OF INTERSTATE I-10, 48.20
 BK2905'FEET NORTHWEST OF THE WEST HEADWALL OF A SIDE DRAIN ALONG
 BK2905'NORTH FRONTAGE ROAD ON INTERSTATE I-10, 40.00 FEET SOUTHWEST
 BK2905'OF WEST GATE POST OF A FENCE RUNNING EAST AND WEST BY A RICE
 BK2905'FIELD AND 2.82 FEET NORTH OF WITNESS POST.  STATION IS A
 BK2905'STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BK2905'THE SURFACE OF THE GROUND.  STATION IS STAMPED 27C002.
 BK2905'TO REACH THIS STATION FROM THE U.S. POST OFFICE IN
 BK2905'JENNINGS, FOLLOW PLAQUEMINE STREET EAST FOR 0.2 MILE TO
 BK2905'NORTH CUTTING AVENUE, THENCE NORTH ALONG CUTTING AVENUE FOR
 BK2905'0.8 MILE TO LA. HIGHWAY 97, THENCE NORTHEAST ALONG LA.
 BK2905'HIGHWAY 97 FOR 1.7 MILES TO INTERSTATE I-10 THENCE WEST
 BK2905'ALONG INTERSTATE I-10 FOR 0.8 MILE TO STATION ON THE
 BK2905'NORTH SIDE OF THE HIGHWAY.
 BK2905'
 BK2905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2905
 BK2905                          STATION RECOVERY (1998)
 BK2905
 BK2905'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2905'RECOVERED IN GOOD CONDITION.
 BK2905
 BK2905                          STATION RECOVERY (2004)
 BK2905
 BK2905'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2905'MARK IS INTACT, BUT THE MONUMENT IS TILTED WEST AT A 45 DEGREE ANGLE.
 BK2905'MENTIONED RICE FIELDS NO LONGER EXIST AND HAVE BEEN REPLACED BY THE
 BK2905'SOLOCO OILFIELD COMPANY YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2900 ***********************************************************************
 BK2900  DESIGNATION -  27C003 LADH 1965
 BK2900  PID         -  BK2900
 BK2900  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2900  USGS QUAD   -  JENNINGS (1993)
 BK2900
 BK2900                         *CURRENT SURVEY CONTROL
 BK2900  ___________________________________________________________________
 BK2900* NAD 83(1992)-  30 14 35.37568(N)    092 37 52.81404(W)     ADJUSTED  
 BK2900* NAVD 88     -        11.9  **(meters)      39.   **(feet)  VERTCON   
 BK2900  **This station is located in a subsidence area (see below).
 BK2900  ___________________________________________________________________
 BK2900  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BK2900  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2900
 BK2900  HORZ ORDER  -  SECOND
 BK2900
 BK2900.The horizontal coordinates were established by classical geodetic methods
 BK2900.and adjusted by the National Geodetic Survey in January 1993..
 BK2900
 BK2900 ** The orthometric height has not been validated since last determined
 BK2900 ** by differential leveling and should not be used for control purposes.
 BK2900 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2900 ** area with valid NAVD 88 orthometric heights.
 BK2900 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2900 ** epoch indicated which incorporates improved geoid heights for the
 BK2900 ** Southern Louisiana Subsidence area.
 BK2900 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2900
 BK2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2900
 BK2900.The geoid height was determined by GEOID03.
 BK2900
 BK2900;                    North         East     Units Scale Factor Converg.
 BK2900;SPC LA S     -   193,927.397   875,077.719   MT  0.99993465   -0 38 56.5
 BK2900;SPC LA S     -   636,243.47  2,870,984.15   sFT  0.99993465   -0 38 56.5
 BK2900;UTM  15      - 3,345,787.415   535,469.788   MT  0.99961552   +0 11 08.5
 BK2900
 BK2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2900!SPC LA S     -   1.00000242  x   0.99993465  =   0.99993707
 BK2900!UTM  15      -   1.00000242  x   0.99961552  =   0.99961794
 BK2900
 BK2900:                Primary Azimuth Mark                     Grid Az
 BK2900:SPC LA S     -  27C004 LADH 1965                         115 52 05.2
 BK2900:UTM  15      -  27C004 LADH 1965                         115 02 00.2
 BK2900
 BK2900|---------------------------------------------------------------------|
 BK2900| PID    Reference Object                     Distance      Geod. Az  |
 BK2900|                                                           dddmmss.s |
 BK2900| BK2882 27C004 LADH 1965                    APPROX. 0.7 KM 1151308.7 |
 BK2900|---------------------------------------------------------------------|
 BK2900
 BK2900                          SUPERSEDED SURVEY CONTROL
 BK2900
 BK2900  NAD 83(1986)-  30 14 35.39625(N)    092 37 52.80817(W) AD(       ) 2
 BK2900  NAD 27      -  30 14 34.65511(N)    092 37 52.30507(W) AD(       ) 2
 BK2900  NGVD 29 (07/19/86)   11.9    (m)           39.     (f) VERT ANG       
 BK2900
 BK2900.Superseded values are not recommended for survey control.
 BK2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2900.See file dsdata.txt to determine how the superseded data were derived.
 BK2900
 BK2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3547045787(NAD 83)
 BK2900_MARKER: DD = SURVEY DISK
 BK2900_SETTING: 0 = UNSPECIFIED SETTING
 BK2900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2900
 BK2900  HISTORY     - Date     Condition        Report By
 BK2900  HISTORY     - 1965     MONUMENTED       LADH
 BK2900  HISTORY     - 19981016 GOOD             USPSQD
 BK2900  HISTORY     - 20050120 GOOD             USPSQD
 BK2900
 BK2900                          STATION DESCRIPTION
 BK2900
 BK2900'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2900'STATION IS A STANDARD DISK SET IN THE NORTHWEST CORNER OF
 BK2900'THE LA. HIGHWAY 97 OVERPASS ON INTERSTATE I-10, IN THE ROADWAY,
 BK2900'IN THE ABUTMENT, 3 FEET EAST OF THE CURB.  STATION IS STAMPED
 BK2900'27C003.  TO REACH THIS STATION FROM THE U.S. POST OFFICE
 BK2900'IN JENNINGS, FOLLOW PLAQUEMINE STREET EAST FOR 0.2 MILE TO
 BK2900'NORTH CUTTING AVENUE, THENCE NORTH ALONG NORTH CUTTING AVENUE
 BK2900'FOR 0.8 MILE TO LA. HIGHWAY 97, THENCE NORTHWEST ALONG LA.
 BK2900'HIGHWAY 97 FOR 1.7 MILES TO INTERSTATE I-10 TO STATION SET
 BK2900'IN OVERPASS.
 BK2900'
 BK2900'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2900
 BK2900                          STATION RECOVERY (1998)
 BK2900
 BK2900'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2900'RECOVERED IN GOOD CONDITION.
 BK2900
 BK2900                          STATION RECOVERY (2005)
 BK2900
 BK2900'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK2900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2882 ***********************************************************************
 BK2882  DESIGNATION -  27C004 LADH 1965
 BK2882  PID         -  BK2882
 BK2882  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2882  USGS QUAD   -  MERMENTAU (1984)
 BK2882
 BK2882                         *CURRENT SURVEY CONTROL
 BK2882  ___________________________________________________________________
 BK2882* NAD 83(1992)-  30 14 26.05588(N)    092 37 30.02454(W)     ADJUSTED  
 BK2882* NAVD 88     -         4.7  **(meters)      15.   **(feet)  VERTCON   
 BK2882  **This station is located in a subsidence area (see below).
 BK2882  ___________________________________________________________________
 BK2882  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2882  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2882
 BK2882  HORZ ORDER  -  SECOND
 BK2882
 BK2882.The horizontal coordinates were established by classical geodetic methods
 BK2882.and adjusted by the National Geodetic Survey in January 1993..
 BK2882
 BK2882 ** The orthometric height has not been validated since last determined
 BK2882 ** by differential leveling and should not be used for control purposes.
 BK2882 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2882 ** area with valid NAVD 88 orthometric heights.
 BK2882 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2882 ** epoch indicated which incorporates improved geoid heights for the
 BK2882 ** Southern Louisiana Subsidence area.
 BK2882 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2882
 BK2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2882
 BK2882.The geoid height was determined by GEOID03.
 BK2882
 BK2882;                    North         East     Units Scale Factor Converg.
 BK2882;SPC LA S     -   193,633.560   875,683.709   MT  0.99993446   -0 38 45.1
 BK2882;SPC LA S     -   635,279.44  2,872,972.30   sFT  0.99993446   -0 38 45.1
 BK2882;UTM  15      - 3,345,502.529   536,079.800   MT  0.99961606   +0 11 19.9
 BK2882
 BK2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2882!SPC LA S     -   1.00000355  x   0.99993446  =   0.99993801
 BK2882!UTM  15      -   1.00000355  x   0.99961606  =   0.99961961
 BK2882
 BK2882:                Primary Azimuth Mark                     Grid Az
 BK2882:SPC LA S     -  27C003 LADH 1965                         295 52 05.3
 BK2882:UTM  15      -  27C003 LADH 1965                         295 02 00.3
 BK2882
 BK2882|---------------------------------------------------------------------|
 BK2882| PID    Reference Object                     Distance      Geod. Az  |
 BK2882|                                                           dddmmss.s |
 BK2882| BK2900 27C003 LADH 1965                    APPROX. 0.7 KM 2951320.2 |
 BK2882|---------------------------------------------------------------------|
 BK2882
 BK2882                          SUPERSEDED SURVEY CONTROL
 BK2882
 BK2882  NAD 83(1986)-  30 14 26.07637(N)    092 37 30.01866(W) AD(       ) 2
 BK2882  NAD 27      -  30 14 25.33511(N)    092 37 29.51618(W) AD(       ) 2
 BK2882  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 BK2882
 BK2882.Superseded values are not recommended for survey control.
 BK2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2882.See file dsdata.txt to determine how the superseded data were derived.
 BK2882
 BK2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3608045503(NAD 83)
 BK2882_MARKER: DD = SURVEY DISK
 BK2882_SETTING: 0 = UNSPECIFIED SETTING
 BK2882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2882+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 BK2882
 BK2882  HISTORY     - Date     Condition        Report By
 BK2882  HISTORY     - 1965     MONUMENTED       LADH
 BK2882  HISTORY     - 19961222 MARK NOT FOUND   USPSQD
 BK2882  HISTORY     - 20050415 GOOD             USPSQD
 BK2882
 BK2882                          STATION DESCRIPTION
 BK2882
 BK2882'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2882'STATION IS 0.50 MILE EAST ALONG INTERSTATE I-10 FROM THE
 BK2882'LA. HIGHWAY 97 OVERPASS, 102.50 FEET SOUTH OF THE CENTERLINE
 BK2882'OF THE SOUTH ROADWAY OF INTERSTATE I-10, 157.30 FEET SOUTHWEST
 BK2882'OF THE SOUTHWEST CORNER OF THE BAYOU NEZPIQUE BRIDGE ON THE
 BK2882'SOUTH ROADWAY OF INTERSTATE I-10, 44.30 FEET NORTHWEST OF
 BK2882'A LA. HIGHWAY RIGHT OF WAY MARKER IN FENCE, 79.40 FEET SOUTH
 BK2882'OF GUARD RAIL ON THE SOUTH ROADWAY OF INTERSTATE I-10, 1.87
 BK2882'FEET SOUTH OF WITNESS POST AND 2 FEET NORTH OF FENCE RUNNING
 BK2882'EAST AND WEST.  STATION IS A STANDARD DISK SET IN A CONCRETE
 BK2882'POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BK2882'STATION IS STAMPED 27C004.  TO REACH THIS STATION FROM THE
 BK2882'U.S. POST OFFICE IN JENNINGS, FOLLOW PLQUEMINE STREET EAST
 BK2882'FOR 0.2 MILE TO NORTH CUTTING AVENUE, THENCE NORTH ALONG
 BK2882'CUTTING AVENUE FOR 0.8 MILE TO LA. HIGHWAY 97, THENCE
 BK2882'NORTHEAST ALONG LA. HIGHWAY 97 FOR 1.7 MILES TO INTERSTATE
 BK2882'I-10, THENCE EAST ALONG INTERSTATE I-10 FOR 0.4 MILE TO
 BK2882'STATION ON SOUTH SIDE OF HIGHWAY.
 BK2882'
 BK2882'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2882
 BK2882                          STATION RECOVERY (1996)
 BK2882
 BK2882'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2882'MARK NOT FOUND.
 BK2882
 BK2882                          STATION RECOVERY (2005)
 BK2882
 BK2882'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2886 ***********************************************************************
 BK2886  DESIGNATION -  27C005 LADH 1965
 BK2886  PID         -  BK2886
 BK2886  STATE/COUNTY-  LA/ACADIA
 BK2886  USGS QUAD   -  MERMENTAU (1984)
 BK2886
 BK2886                         *CURRENT SURVEY CONTROL
 BK2886  ___________________________________________________________________
 BK2886* NAD 83(1992)-  30 14 11.55035(N)    092 36 32.67533(W)     ADJUSTED  
 BK2886* NAVD 88     -         5.6  **(meters)      18.   **(feet)  VERTCON   
 BK2886  **This station is located in a subsidence area (see below).
 BK2886  ___________________________________________________________________
 BK2886  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2886  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2886
 BK2886  HORZ ORDER  -  SECOND
 BK2886
 BK2886.The horizontal coordinates were established by classical geodetic methods
 BK2886.and adjusted by the National Geodetic Survey in January 1993..
 BK2886
 BK2886 ** The orthometric height has not been validated since last determined
 BK2886 ** by differential leveling and should not be used for control purposes.
 BK2886 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2886 ** area with valid NAVD 88 orthometric heights.
 BK2886 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2886 ** epoch indicated which incorporates improved geoid heights for the
 BK2886 ** Southern Louisiana Subsidence area.
 BK2886 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2886
 BK2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2886
 BK2886.The geoid height was determined by GEOID03.
 BK2886
 BK2886;                    North         East     Units Scale Factor Converg.
 BK2886;SPC LA S     -   193,169.765   877,211.878   MT  0.99993417   -0 38 16.4
 BK2886;SPC LA S     -   633,757.80  2,877,985.97   sFT  0.99993417   -0 38 16.4
 BK2886;UTM  15      - 3,345,061.187   537,614.076   MT  0.99961745   +0 11 48.7
 BK2886
 BK2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2886!SPC LA S     -   1.00000341  x   0.99993417  =   0.99993758
 BK2886!UTM  15      -   1.00000341  x   0.99961745  =   0.99962086
 BK2886
 BK2886:                Primary Azimuth Mark                     Grid Az
 BK2886:SPC LA S     -  27C006 LADH 1965                         089 40 31.5
 BK2886:UTM  15      -  27C006 LADH 1965                         088 50 26.4
 BK2886
 BK2886|---------------------------------------------------------------------|
 BK2886| PID    Reference Object                     Distance      Geod. Az  |
 BK2886|                                                           dddmmss.s |
 BK2886| BK2887 27C006 LADH 1965                    APPROX. 0.7 KM 0890215.1 |
 BK2886|---------------------------------------------------------------------|
 BK2886
 BK2886                          SUPERSEDED SURVEY CONTROL
 BK2886
 BK2886  NAD 83(1986)-  30 14 11.57068(N)    092 36 32.66948(W) AD(       ) 2
 BK2886  NAD 27      -  30 14 10.82936(N)    092 36 32.16861(W) AD(       ) 2
 BK2886  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 BK2886
 BK2886.Superseded values are not recommended for survey control.
 BK2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2886.See file dsdata.txt to determine how the superseded data were derived.
 BK2886
 BK2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3761445061(NAD 83)
 BK2886_MARKER: DD = SURVEY DISK
 BK2886_SETTING: 0 = UNSPECIFIED SETTING
 BK2886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2886
 BK2886  HISTORY     - Date     Condition        Report By
 BK2886  HISTORY     - 1965     MONUMENTED       LADH
 BK2886  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 BK2886  HISTORY     - 20050415 MARK NOT FOUND   USPSQD
 BK2886
 BK2886                          STATION DESCRIPTION
 BK2886
 BK2886'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2886'STATION IS 0.69 MILE EAST ALONG INTERSTATE I-10 FROM THE EAST
 BK2886'END OF THE BAYOU NEZPIQUE BRIDGE, 77.65 FEET NORTH AT RIGHT
 BK2886'ANGLES FROM SERVICE ROAD IN REST AREA, 288.00 FEET SOUTHWEST
 BK2886'OF A POINT IN THE CURB AT THE INTERSECTION OF THE EAST END
 BK2886'OF THE SOUTH ROADWAY OF INTERSTATE I-10 WITH THE SERVICE
 BK2886'ROAD OF THE SOUTH REST AREA, 1.69 FEET SOUTH OF THE WITNESS
 BK2886'POST, 53.60 FEET SOUTH OF THE SOUTH ROADWAY OF INTERSTATE I-10
 BK2886'AND 220.70 FEET NORTHWEST OF A FENCE CORNER AT THE EAST
 BK2886'END OF THE SOUTH REST AREA.  STATION IS A STANDARD DISK
 BK2886'SET IN A CONCRETE POST THE SURFACE OF WHICH IS FLUSH
 BK2886'WITH THE SURFACE OF THE GROUND.  STATION IS STAMPED
 BK2886'27C005.  TO REACH THIS STATION FROM THE U.S. POST OFFICE IN
 BK2886'JENNINGS, FOLLOW PLAQUEMINE STREET EAST FOR 0.2 MILE TO
 BK2886'NORTH CUTTING AVENUE, THENCE NORTH ALONG NORTH CUTTING
 BK2886'AVENUE FOR 0.8 MILE TO LA. HIGHWAY 97, THENCE NORTHEAST ALONG LA.
 BK2886'HIGHWAY 97 FOR 1.7 MILES TO INTERSTATE I-10, THENCE EAST ALONG
 BK2886'INTERSTATE I-10 FOR 1.5 MILES TO STATION IN SOUTH REST
 BK2886'AREA.
 BK2886'
 BK2886'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2886
 BK2886                          STATION RECOVERY (1991)
 BK2886
 BK2886'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2886'MARK NOT FOUND.
 BK2886
 BK2886                          STATION RECOVERY (2005)
 BK2886
 BK2886'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2887 ***********************************************************************
 BK2887  DESIGNATION -  27C006 LADH 1965
 BK2887  PID         -  BK2887
 BK2887  STATE/COUNTY-  LA/ACADIA
 BK2887  USGS QUAD   -  MERMENTAU (1984)
 BK2887
 BK2887                         *CURRENT SURVEY CONTROL
 BK2887  ___________________________________________________________________
 BK2887* NAD 83(1992)-  30 14 11.95610(N)    092 36 04.80333(W)     ADJUSTED  
 BK2887* NAVD 88     -        13.3  **(meters)      44.   **(feet)  VERTCON   
 BK2887  **This station is located in a subsidence area (see below).
 BK2887  ___________________________________________________________________
 BK2887  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BK2887  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2887
 BK2887  HORZ ORDER  -  SECOND
 BK2887
 BK2887.The horizontal coordinates were established by classical geodetic methods
 BK2887.and adjusted by the National Geodetic Survey in January 1993..
 BK2887
 BK2887 ** The orthometric height has not been validated since last determined
 BK2887 ** by differential leveling and should not be used for control purposes.
 BK2887 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2887 ** area with valid NAVD 88 orthometric heights.
 BK2887 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2887 ** epoch indicated which incorporates improved geoid heights for the
 BK2887 ** Southern Louisiana Subsidence area.
 BK2887 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2887
 BK2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2887
 BK2887.The geoid height was determined by GEOID03.
 BK2887
 BK2887;                    North         East     Units Scale Factor Converg.
 BK2887;SPC LA S     -   193,173.987   877,957.161   MT  0.99993418   -0 38 02.5
 BK2887;SPC LA S     -   633,771.66  2,880,431.12   sFT  0.99993418   -0 38 02.5
 BK2887;UTM  15      - 3,345,076.261   538,358.983   MT  0.99961815   +0 12 02.7
 BK2887
 BK2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2887!SPC LA S     -   1.00000220  x   0.99993418  =   0.99993638
 BK2887!UTM  15      -   1.00000220  x   0.99961815  =   0.99962035
 BK2887
 BK2887:                Primary Azimuth Mark                     Grid Az
 BK2887:SPC LA S     -  27C005 LADH 1965                         269 40 31.7
 BK2887:UTM  15      -  27C005 LADH 1965                         268 50 26.5
 BK2887
 BK2887|---------------------------------------------------------------------|
 BK2887| PID    Reference Object                     Distance      Geod. Az  |
 BK2887|                                                           dddmmss.s |
 BK2887| BK2886 27C005 LADH 1965                    APPROX. 0.7 KM 2690229.2 |
 BK2887|---------------------------------------------------------------------|
 BK2887
 BK2887                          SUPERSEDED SURVEY CONTROL
 BK2887
 BK2887  NAD 83(1986)-  30 14 11.97634(N)    092 36 04.79748(W) AD(       ) 2
 BK2887  NAD 27      -  30 14 11.23521(N)    092 36 04.29746(W) AD(       ) 2
 BK2887  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 BK2887
 BK2887.Superseded values are not recommended for survey control.
 BK2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2887.See file dsdata.txt to determine how the superseded data were derived.
 BK2887
 BK2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3835945076(NAD 83)
 BK2887_MARKER: DD = SURVEY DISK
 BK2887_SETTING: 0 = UNSPECIFIED SETTING
 BK2887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2887+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 BK2887
 BK2887  HISTORY     - Date     Condition        Report By
 BK2887  HISTORY     - 1965     MONUMENTED       LADH
 BK2887  HISTORY     - 19910905 GOOD             USPSQD
 BK2887  HISTORY     - 19971017 GOOD             USPSQD
 BK2887  HISTORY     - 20050415 GOOD             USPSQD
 BK2887
 BK2887                          STATION DESCRIPTION
 BK2887
 BK2887'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2887'STATION IS 1.19 MILES EAST ALONG INTERSTATE I-10 FROM THE
 BK2887'EAST END OF THE BAYOU NEZPIQUE BRIDGE.  STATION IS A STANDARD
 BK2887'DISK SET IN THE NORTHWEST CORNER, IN THE ROADWAY, IN THE
 BK2887'ABUTMENT, 3 FEET EAST OF THE CURB OF AN OVERPASS ON INTERSTATE
 BK2887'I-10.  STATION IS STAMPED 27C006.  TO REACH THIS STATION
 BK2887'FROM THE U.S. POST OFFICE IN JENNINGS, FOLLOW PLAQUEMINE
 BK2887'STREET EAST FOR 0.2 MILE TO NORTH CUTTING AVENUE, THENCE
 BK2887'NORTH ALONG NORTH CUTTING AVENUE FOR 0.8 MILE TO LA. HIGHWAY
 BK2887'97, THENCE NORTHEAST ALONG LA. HIGHWAY 97 FOR 1.7 MILES TO
 BK2887'INTERSTATE I-10, THENCE EAST ALONG INTERSTATE I-10 FOR 1.9
 BK2887'MILES TO STATION SET IN OVERPASS.
 BK2887'
 BK2887'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2887
 BK2887                          STATION RECOVERY (1991)
 BK2887
 BK2887'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2887'RECOVERED IN GOOD CONDITION.
 BK2887
 BK2887                          STATION RECOVERY (1997)
 BK2887
 BK2887'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2887'RECOVERED IN GOOD CONDITION.
 BK2887
 BK2887                          STATION RECOVERY (2005)
 BK2887
 BK2887'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2883 ***********************************************************************
 BK2883  DESIGNATION -  27C007 LADH 1965
 BK2883  PID         -  BK2883
 BK2883  STATE/COUNTY-  LA/ACADIA
 BK2883  USGS QUAD   -  MERMENTAU (1984)
 BK2883
 BK2883                         *CURRENT SURVEY CONTROL
 BK2883  ___________________________________________________________________
 BK2883* NAD 83(1992)-  30 14 09.31280(N)    092 35 23.54893(W)     ADJUSTED  
 BK2883* NAVD 88     -         8.1  **(meters)      27.   **(feet)  VERTCON   
 BK2883  **This station is located in a subsidence area (see below).
 BK2883  ___________________________________________________________________
 BK2883  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2883  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2883
 BK2883  HORZ ORDER  -  SECOND
 BK2883
 BK2883.The horizontal coordinates were established by classical geodetic methods
 BK2883.and adjusted by the National Geodetic Survey in January 1993..
 BK2883
 BK2883 ** The orthometric height has not been validated since last determined
 BK2883 ** by differential leveling and should not be used for control purposes.
 BK2883 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2883 ** area with valid NAVD 88 orthometric heights.
 BK2883 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2883 ** epoch indicated which incorporates improved geoid heights for the
 BK2883 ** Southern Louisiana Subsidence area.
 BK2883 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2883
 BK2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2883
 BK2883.The geoid height was determined by GEOID03.
 BK2883
 BK2883;                    North         East     Units Scale Factor Converg.
 BK2883;SPC LA S     -   193,080.451   879,059.186   MT  0.99993413   -0 37 41.8
 BK2883;SPC LA S     -   633,464.78  2,884,046.68   sFT  0.99993413   -0 37 41.8
 BK2883;UTM  15      - 3,344,998.815   539,461.906   MT  0.99961921   +0 12 23.5
 BK2883
 BK2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2883!SPC LA S     -   1.00000302  x   0.99993413  =   0.99993715
 BK2883!UTM  15      -   1.00000302  x   0.99961921  =   0.99962223
 BK2883
 BK2883:                Primary Azimuth Mark                     Grid Az
 BK2883:SPC LA S     -  27C008 LADH 1965                         090 08 39.3
 BK2883:UTM  15      -  27C008 LADH 1965                         089 18 34.0
 BK2883
 BK2883|---------------------------------------------------------------------|
 BK2883| PID    Reference Object                     Distance      Geod. Az  |
 BK2883|                                                           dddmmss.s |
 BK2883| BK2884 27C008 LADH 1965                    APPROX. 1.0 KM 0893057.5 |
 BK2883|---------------------------------------------------------------------|
 BK2883
 BK2883                          SUPERSEDED SURVEY CONTROL
 BK2883
 BK2883  NAD 83(1986)-  30 14 09.33292(N)    092 35 23.54306(W) AD(       ) 2
 BK2883  NAD 27      -  30 14 08.59199(N)    092 35 23.04427(W) AD(       ) 2
 BK2883  NGVD 29 (07/19/86)    8.1    (m)           27.     (f) VERT ANG       
 BK2883
 BK2883.Superseded values are not recommended for survey control.
 BK2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2883.See file dsdata.txt to determine how the superseded data were derived.
 BK2883
 BK2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3946244999(NAD 83)
 BK2883_MARKER: DD = SURVEY DISK
 BK2883_SETTING: 0 = UNSPECIFIED SETTING
 BK2883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2883+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 BK2883
 BK2883  HISTORY     - Date     Condition        Report By
 BK2883  HISTORY     - 1965     MONUMENTED       LADH
 BK2883  HISTORY     - 19910905 GOOD             USPSQD
 BK2883  HISTORY     - 19971017 GOOD             USPSQD
 BK2883  HISTORY     - 20050415 GOOD             USPSQD
 BK2883
 BK2883                          STATION DESCRIPTION
 BK2883
 BK2883'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2883'STATION IS 45 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 BK2883'ROADWAY OF INTERSTATE I-10, 544.05 FEET EAST OF A RIGHT
 BK2883'OF WAY MARKER THAT IS 1 FOOT INSIDE OF A FENCE, 2.20 FEET
 BK2883'SOUTH OF WITNESS POST, AND 145 FEET WEST OF A BRACE IN FENCE.
 BK2883'STATION IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 BK2883'3 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED
 BK2883'27C007.  TO REACH THIS STATION FROM THE U.S. POST OFFICE IN
 BK2883'JENNINGS, FOLLOW PLAQUEMINE STREET EAST FOR 0.2 MILE TO
 BK2883'NORTH CUTTING AVENUE, THENCE NORTH ALONG NORTH CUTTING AVENUE
 BK2883'TO LA. HIGHWAY 97, THENCE NORTHEAST ALONG LA. HIGHWAY 97
 BK2883'FOR 1.7 MILES TO INTERSTATE I-10, THENCE EAST ALONG
 BK2883'INTERSTATE I-10 FOR 2.6 MILES TO STATION ON SOUTH SIDE OF
 BK2883'HIGHWAY.
 BK2883'
 BK2883'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2883
 BK2883                          STATION RECOVERY (1991)
 BK2883
 BK2883'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2883'RECOVERED IN GOOD CONDITION.
 BK2883
 BK2883                          STATION RECOVERY (1997)
 BK2883
 BK2883'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2883'RECOVERED IN GOOD CONDITION.
 BK2883
 BK2883                          STATION RECOVERY (2005)
 BK2883
 BK2883'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2884 ***********************************************************************
 BK2884  DESIGNATION -  27C008 LADH 1965
 BK2884  PID         -  BK2884
 BK2884  STATE/COUNTY-  LA/ACADIA
 BK2884  USGS QUAD   -  MERMENTAU (1984)
 BK2884
 BK2884                         *CURRENT SURVEY CONTROL
 BK2884  ___________________________________________________________________
 BK2884* NAD 83(1992)-  30 14 09.58397(N)    092 34 46.38192(W)     ADJUSTED  
 BK2884* NAVD 88     -        12.1  **(meters)      40.   **(feet)  VERTCON   
 BK2884  **This station is located in a subsidence area (see below).
 BK2884  ___________________________________________________________________
 BK2884  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK2884  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2884
 BK2884  HORZ ORDER  -  SECOND
 BK2884
 BK2884.The horizontal coordinates were established by classical geodetic methods
 BK2884.and adjusted by the National Geodetic Survey in January 1993..
 BK2884
 BK2884 ** The orthometric height has not been validated since last determined
 BK2884 ** by differential leveling and should not be used for control purposes.
 BK2884 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2884 ** area with valid NAVD 88 orthometric heights.
 BK2884 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2884 ** epoch indicated which incorporates improved geoid heights for the
 BK2884 ** Southern Louisiana Subsidence area.
 BK2884 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2884
 BK2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2884
 BK2884.The geoid height was determined by GEOID03.
 BK2884
 BK2884;                    North         East     Units Scale Factor Converg.
 BK2884;SPC LA S     -   193,077.949   880,052.928   MT  0.99993413   -0 37 23.2
 BK2884;SPC LA S     -   633,456.57  2,887,306.98   sFT  0.99993413   -0 37 23.2
 BK2884;UTM  15      - 3,345,010.788   540,455.266   MT  0.99962019   +0 12 42.2
 BK2884
 BK2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2884!SPC LA S     -   1.00000239  x   0.99993413  =   0.99993652
 BK2884!UTM  15      -   1.00000239  x   0.99962019  =   0.99962258
 BK2884
 BK2884:                Primary Azimuth Mark                     Grid Az
 BK2884:SPC LA S     -  27C009 LADH 1965                         089 04 11.6
 BK2884:UTM  15      -  27C009 LADH 1965                         088 14 06.2
 BK2884
 BK2884|---------------------------------------------------------------------|
 BK2884| PID    Reference Object                     Distance      Geod. Az  |
 BK2884|                                                           dddmmss.s |
 BK2884| BK2879 27C009 LADH 1965                    APPROX. 1.7 KM 0882648.4 |
 BK2884|---------------------------------------------------------------------|
 BK2884
 BK2884                          SUPERSEDED SURVEY CONTROL
 BK2884
 BK2884  NAD 83(1986)-  30 14 09.60399(N)    092 34 46.37605(W) AD(       ) 2
 BK2884  NAD 27      -  30 14 08.86331(N)    092 34 45.87839(W) AD(       ) 2
 BK2884  NGVD 29 (07/19/86)   12.1    (m)           40.     (f) VERT ANG       
 BK2884
 BK2884.Superseded values are not recommended for survey control.
 BK2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2884.See file dsdata.txt to determine how the superseded data were derived.
 BK2884
 BK2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4045545011(NAD 83)
 BK2884_MARKER: DD = SURVEY DISK
 BK2884_SETTING: 0 = UNSPECIFIED SETTING
 BK2884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2884+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 BK2884
 BK2884  HISTORY     - Date     Condition        Report By
 BK2884  HISTORY     - 1965     MONUMENTED       LADH
 BK2884  HISTORY     - 19910905 GOOD             USPSQD
 BK2884  HISTORY     - 19971017 GOOD             USPSQD
 BK2884  HISTORY     - 20050415 GOOD             USPSQD
 BK2884
 BK2884                          STATION DESCRIPTION
 BK2884
 BK2884'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2884'STATION IS A STANDARD DISK SET IN THE SOUTHWEST CORNER, IN
 BK2884'THE ROADWAY, IN THE ABUTMENT, 3 FEET EAST OF THE CURB OF A
 BK2884'FARM TO MARKET ROAD OVERPASS ON INTERSTATE I-10.  THE OVERPASS
 BK2884'IN 1.05 MILES WEST ALONG INTERSTATE I-10 FROM THE EAST END
 BK2884'OF THE BAYOU DES CANNES BRIDGE.  STATION IS STAMPED 27C008.
 BK2884'TO REACH THIS STATION FROM THE U.S. POST OFFICE IN JENNINGS,
 BK2884'FOLLOW PLAQUEMINE STREET EAST FOR 0.2 MILE TO TO NORTH CUTTING
 BK2884'AVENUE, THENCE NORTH ALONG NORTH CUTTING AVENUE FOR 0.8 MILE
 BK2884'TO LA. HIGHWAY 97, THENCE NORTHEAST ALONG LA. HIGHWAY 97
 BK2884'FOR 1.7 MILES TO INTERSTATE I-10, THENCE EAST ALONG
 BK2884'INTERSTATE I-10 FOR 3.3 MILES TO STATION SET IN OVERPASS.
 BK2884'
 BK2884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2884
 BK2884                          STATION RECOVERY (1991)
 BK2884
 BK2884'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2884'RECOVERED IN GOOD CONDITION.
 BK2884
 BK2884                          STATION RECOVERY (1997)
 BK2884
 BK2884'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2884'RECOVERED IN GOOD CONDITION.
 BK2884
 BK2884                          STATION RECOVERY (2005)
 BK2884
 BK2884'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2879 ***********************************************************************
 BK2879  DESIGNATION -  27C009 LADH 1965
 BK2879  PID         -  BK2879
 BK2879  STATE/COUNTY-  LA/ACADIA
 BK2879  USGS QUAD   -  MERMENTAU (1984)
 BK2879
 BK2879                         *CURRENT SURVEY CONTROL
 BK2879  ___________________________________________________________________
 BK2879* NAD 83(1992)-  30 14 11.03395(N)    092 33 44.62536(W)     ADJUSTED  
 BK2879* NAVD 88     -         6.7  **(meters)      22.   **(feet)  VERTCON   
 BK2879  **This station is located in a subsidence area (see below).
 BK2879  ___________________________________________________________________
 BK2879  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK2879  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2879
 BK2879  HORZ ORDER  -  SECOND
 BK2879
 BK2879.The horizontal coordinates were established by classical geodetic methods
 BK2879.and adjusted by the National Geodetic Survey in January 1993..
 BK2879
 BK2879 ** The orthometric height has not been validated since last determined
 BK2879 ** by differential leveling and should not be used for control purposes.
 BK2879 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2879 ** area with valid NAVD 88 orthometric heights.
 BK2879 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2879 ** epoch indicated which incorporates improved geoid heights for the
 BK2879 ** Southern Louisiana Subsidence area.
 BK2879 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2879
 BK2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2879
 BK2879.The geoid height was determined by GEOID03.
 BK2879
 BK2879;                    North         East     Units Scale Factor Converg.
 BK2879;SPC LA S     -   193,104.760   881,704.455   MT  0.99993416   -0 36 52.4
 BK2879;SPC LA S     -   633,544.53  2,892,725.37   sFT  0.99993416   -0 36 52.4
 BK2879;UTM  15      - 3,345,061.645   542,105.711   MT  0.99962187   +0 13 13.3
 BK2879
 BK2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2879!SPC LA S     -   1.00000324  x   0.99993416  =   0.99993740
 BK2879!UTM  15      -   1.00000324  x   0.99962187  =   0.99962511
 BK2879
 BK2879:                Primary Azimuth Mark                     Grid Az
 BK2879:SPC LA S     -  27C010 LADH 1965                         100 47 42.1
 BK2879:UTM  15      -  27C010 LADH 1965                         099 57 36.4
 BK2879
 BK2879|---------------------------------------------------------------------|
 BK2879| PID    Reference Object                     Distance      Geod. Az  |
 BK2879|                                                           dddmmss.s |
 BK2879| BK2878 27C010 LADH 1965                    APPROX. 1.6 KM 1001049.7 |
 BK2879|---------------------------------------------------------------------|
 BK2879
 BK2879                          SUPERSEDED SURVEY CONTROL
 BK2879
 BK2879  NAD 83(1986)-  30 14 11.05386(N)    092 33 44.61942(W) AD(       ) 2
 BK2879  NAD 27      -  30 14 10.31370(N)    092 33 44.12371(W) AD(       ) 2
 BK2879  NGVD 29 (07/19/86)    6.7    (m)           22.     (f) VERT ANG       
 BK2879
 BK2879.Superseded values are not recommended for survey control.
 BK2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2879.See file dsdata.txt to determine how the superseded data were derived.
 BK2879
 BK2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4210645062(NAD 83)
 BK2879_MARKER: DD = SURVEY DISK
 BK2879_SETTING: 0 = UNSPECIFIED SETTING
 BK2879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2879+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 BK2879
 BK2879  HISTORY     - Date     Condition        Report By
 BK2879  HISTORY     - 1965     MONUMENTED       LADH
 BK2879  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 BK2879  HISTORY     - 20050415 GOOD             USPSQD
 BK2879
 BK2879                          STATION DESCRIPTION
 BK2879
 BK2879'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2879'STATION IS A STANDARD DISK SET IN THE NORTHEAST CORNER, IN
 BK2879'THE ROADWAY, IN THE ABUTMENT, 3 FEET SOUTH OF THE CURB OF
 BK2879'THE BAYOU DES CANNES BRIDGE ON THE NORTH ROADWAY OF INTERSTATE
 BK2879'I-10.  STATION IS STAMPED 27C009.  TO REACH THIS STATION
 BK2879'FROM THE U.S. POST OFFICE IN JENNINGS, FOLLOW PLAQUEMINE
 BK2879'STREET EAST FOR 0.2 MILE TO NORTH CUTTING AVENUE, THENCE
 BK2879'NORTH ALONG NORTH CUTTING AVENUE FOR 0.8 MILE TO LA. HIGHWAY
 BK2879'97, THENCE NORTHEAST ALONG LA. HIGHWAY 97 FOR 1.7 MILES TO
 BK2879'INTERSTATE I-10, THENCE EAST ALONG INTERSTATE I-10 FOR 4.3
 BK2879'MILES TO STATION SET IN BRIDGE.
 BK2879'
 BK2879'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2879
 BK2879                          STATION RECOVERY (1991)
 BK2879
 BK2879'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2879'MARK NOT FOUND.
 BK2879
 BK2879                          STATION RECOVERY (2005)
 BK2879
 BK2879'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2878 ***********************************************************************
 BK2878  DESIGNATION -  27C010 LADH 1965
 BK2878  PID         -  BK2878
 BK2878  STATE/COUNTY-  LA/ACADIA
 BK2878  USGS QUAD   -  MERMENTAU (1984)
 BK2878
 BK2878                         *CURRENT SURVEY CONTROL
 BK2878  ___________________________________________________________________
 BK2878* NAD 83(1992)-  30 14 02.10569(N)    092 32 47.38962(W)     ADJUSTED  
 BK2878* NAVD 88     -         4.4  **(meters)      14.   **(feet)  VERTCON   
 BK2878  **This station is located in a subsidence area (see below).
 BK2878  ___________________________________________________________________
 BK2878  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2878  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2878
 BK2878  HORZ ORDER  -  SECOND
 BK2878
 BK2878.The horizontal coordinates were established by classical geodetic methods
 BK2878.and adjusted by the National Geodetic Survey in January 1993..
 BK2878
 BK2878 ** The orthometric height has not been validated since last determined
 BK2878 ** by differential leveling and should not be used for control purposes.
 BK2878 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2878 ** area with valid NAVD 88 orthometric heights.
 BK2878 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2878 ** epoch indicated which incorporates improved geoid heights for the
 BK2878 ** Southern Louisiana Subsidence area.
 BK2878 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2878
 BK2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2878
 BK2878.The geoid height was determined by GEOID03.
 BK2878
 BK2878;                    North         East     Units Scale Factor Converg.
 BK2878;SPC LA S     -   192,813.555   883,231.726   MT  0.99993398   -0 36 23.8
 BK2878;SPC LA S     -   632,589.14  2,897,736.09   sFT  0.99993398   -0 36 23.8
 BK2878;UTM  15      - 3,344,792.809   543,636.586   MT  0.99962349   +0 13 42.1
 BK2878
 BK2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2878!SPC LA S     -   1.00000360  x   0.99993398  =   0.99993758
 BK2878!UTM  15      -   1.00000360  x   0.99962349  =   0.99962709
 BK2878
 BK2878:                Primary Azimuth Mark                     Grid Az
 BK2878:SPC LA S     -  27C011 LADH 1965                         100 50 28.8
 BK2878:UTM  15      -  27C011 LADH 1965                         100 00 22.9
 BK2878
 BK2878|---------------------------------------------------------------------|
 BK2878| PID    Reference Object                     Distance      Geod. Az  |
 BK2878|                                                           dddmmss.s |
 BK2878| BK2885 27C011 LADH 1965                    APPROX. 1.5 KM 1001405.0 |
 BK2878|---------------------------------------------------------------------|
 BK2878
 BK2878                          SUPERSEDED SURVEY CONTROL
 BK2878
 BK2878  NAD 83(1986)-  30 14 02.12554(N)    092 32 47.38370(W) AD(       ) 2
 BK2878  NAD 27      -  30 14 01.38559(N)    092 32 46.88962(W) AD(       ) 2
 BK2878  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 BK2878
 BK2878.Superseded values are not recommended for survey control.
 BK2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2878.See file dsdata.txt to determine how the superseded data were derived.
 BK2878
 BK2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4363744793(NAD 83)
 BK2878_MARKER: DD = SURVEY DISK
 BK2878_SETTING: 0 = UNSPECIFIED SETTING
 BK2878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2878+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 BK2878
 BK2878  HISTORY     - Date     Condition        Report By
 BK2878  HISTORY     - 1965     MONUMENTED       LADH
 BK2878  HISTORY     - 19910905 GOOD             USPSQD
 BK2878  HISTORY     - 19971017 GOOD             USPSQD
 BK2878  HISTORY     - 20050415 GOOD             USPSQD
 BK2878
 BK2878                          STATION DESCRIPTION
 BK2878
 BK2878'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2878'STATION IS 1.00 MILE EAST ALONG INTERSTATE I-10 FROM THE
 BK2878'EAST END OF THE BAYOU DES CANNES BRIDGE, 103.45 FEET SOUTH
 BK2878'OF THE CENTERLINE OF THE SOUTH ROADWAY OF INTERSTATE I-10,
 BK2878'7.93 FEET SOUTH OF THE SOUTH CORNER OF A SIDE DRAIN ON THE
 BK2878'SOUTH FRONTAGE ROAD OF INTERSTATE I-10, 49.45 FEET WEST OF
 BK2878'A HIGHWAY RIGHT OF WAY MARKER, 1 FOOT SOUTH OF A FENCE, 13.30
 BK2878'FEET EAST OF A FENCE CORNER NEXT TO A GRAVEL ROAD LEADING
 BK2878'SOUTH, 73 FEET SOUTHEAST OF THE HEADWALL ON THE ABOVE
 BK2878'MENTIONED SIDE DRAIN AND 2.00 FEET SOUTH OF WITNESS POST.
 BK2878'STATION IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 BK2878'4 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED
 BK2878'27C010.  TO REACH THIS STATION FROM THE U.S. POST OFFICE
 BK2878'IN JENNINGS, FOLLOW PLAQUEMINE STREET EAST FOR 0.2 MILE
 BK2878'TO NORTH CUTTING AVENUE, THENCE NORTH ALONG NORTH CUTTING
 BK2878'AVENUE FOR 0.8 MILE TO LA.  HIGHWAY 97, THENCE NORTHEAST
 BK2878'ALONG LA. HIGHWAY 97 FOR 1.7 MILES TO INTERSTATE I-10,
 BK2878'THENCE EAST ALONG INTERSTATE I-10 FOR 5.3 MILES TO STATION
 BK2878'ON THE SOUTH SIDE OF THE HIGHWAY.
 BK2878'
 BK2878'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2878
 BK2878                          STATION RECOVERY (1991)
 BK2878
 BK2878'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2878'RECOVERED IN GOOD CONDITION.
 BK2878
 BK2878                          STATION RECOVERY (1997)
 BK2878
 BK2878'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2878'RECOVERED IN GOOD CONDITION.
 BK2878
 BK2878                          STATION RECOVERY (2005)
 BK2878
 BK2878'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2878'THE GRAVEL ROAD LEADING SOUTH IS NAMED DOGWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2885 ***********************************************************************
 BK2885  DESIGNATION -  27C011 LADH 1965
 BK2885  PID         -  BK2885
 BK2885  STATE/COUNTY-  LA/ACADIA
 BK2885  USGS QUAD   -  MERMENTAU (1984)
 BK2885
 BK2885                         *CURRENT SURVEY CONTROL
 BK2885  ___________________________________________________________________
 BK2885* NAD 83(1992)-  30 13 53.26380(N)    092 31 51.01544(W)     ADJUSTED  
 BK2885* NAVD 88     -        11.2  **(meters)      37.   **(feet)  VERTCON   
 BK2885  **This station is located in a subsidence area (see below).
 BK2885  ___________________________________________________________________
 BK2885  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BK2885  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2885
 BK2885  HORZ ORDER  -  SECOND
 BK2885
 BK2885.The horizontal coordinates were established by classical geodetic methods
 BK2885.and adjusted by the National Geodetic Survey in January 1993..
 BK2885
 BK2885 ** The orthometric height has not been validated since last determined
 BK2885 ** by differential leveling and should not be used for control purposes.
 BK2885 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2885 ** area with valid NAVD 88 orthometric heights.
 BK2885 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2885 ** epoch indicated which incorporates improved geoid heights for the
 BK2885 ** Southern Louisiana Subsidence area.
 BK2885 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2885
 BK2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2885
 BK2885.The geoid height was determined by GEOID03.
 BK2885
 BK2885;                    North         East     Units Scale Factor Converg.
 BK2885;SPC LA S     -   192,525.461   884,736.068   MT  0.99993381   -0 35 55.6
 BK2885;SPC LA S     -   631,643.95  2,902,671.58   sFT  0.99993381   -0 35 55.6
 BK2885;UTM  15      - 3,344,526.751   545,144.499   MT  0.99962514   +0 14 10.4
 BK2885
 BK2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2885!SPC LA S     -   1.00000254  x   0.99993381  =   0.99993635
 BK2885!UTM  15      -   1.00000254  x   0.99962514  =   0.99962768
 BK2885
 BK2885:                Primary Azimuth Mark                     Grid Az
 BK2885:SPC LA S     -  27C012                                   087 58 12.2
 BK2885:UTM  15      -  27C012                                   087 08 06.2
 BK2885
 BK2885|---------------------------------------------------------------------|
 BK2885| PID    Reference Object                     Distance      Geod. Az  |
 BK2885|                                                           dddmmss.s |
 BK2885| BK2880 27C012                              APPROX. 1.1 KM 0872216.6 |
 BK2885|---------------------------------------------------------------------|
 BK2885
 BK2885                          SUPERSEDED SURVEY CONTROL
 BK2885
 BK2885  NAD 83(1986)-  30 13 53.28359(N)    092 31 51.00954(W) AD(       ) 2
 BK2885  NAD 27      -  30 13 52.54386(N)    092 31 50.51706(W) AD(       ) 2
 BK2885  NGVD 29 (07/19/86)   11.2    (m)           37.     (f) VERT ANG       
 BK2885
 BK2885.Superseded values are not recommended for survey control.
 BK2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2885.See file dsdata.txt to determine how the superseded data were derived.
 BK2885
 BK2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4514444527(NAD 83)
 BK2885_MARKER: DD = SURVEY DISK
 BK2885_SETTING: 0 = UNSPECIFIED SETTING
 BK2885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2885+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 BK2885
 BK2885  HISTORY     - Date     Condition        Report By
 BK2885  HISTORY     - 1965     MONUMENTED       LADH
 BK2885  HISTORY     - 1967     GOOD             CGS
 BK2885  HISTORY     - 19910905 POOR             USPSQD
 BK2885  HISTORY     - 19971017 POOR             USPSQD
 BK2885  HISTORY     - 20050415 GOOD             USPSQD
 BK2885
 BK2885                          STATION DESCRIPTION
 BK2885
 BK2885'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2885'STATION IS A STANDARD DISK SET IN THE SOUTHWEST CORNER, IN
 BK2885'THE ROADWAY, IN THE ABUTMENT, 3 FEET EAST OF THE CURB OF THE
 BK2885'LA. HIGHWAY 3010 OVERPASS AND INTERCHANGE ON INTERSTATE
 BK2885'I-10, STATION IS STAMPED 27C011.  TO REACH THIS STATION
 BK2885'FROM THE U.S. POST OFFICE IN JENNINGS, FOLLOW PLAQUEMINE
 BK2885'STREET EAST FOR 0.2 MILE TO NORTH CUTTING AVENUE, THENCE
 BK2885'NORTH ALONG NORTH CUTTING AVENUE FOR 0.8 MILE TO LA. HIGHWAY
 BK2885'97, THENCE, NORTHEAST ALONG LA. HIGHWAY 97 FOR 1.7 MILES
 BK2885'TO INTERSTATE I-10, THENCE EAST ALONG INTERSTATE I-10 FOR
 BK2885'6.3 MILES TO STATION SET IN OVERPASS.
 BK2885'
 BK2885'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2885
 BK2885                          STATION RECOVERY (1967)
 BK2885
 BK2885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RT)
 BK2885'THE STATION WAS VISITED 10/17/67 AND THE STATION MARK WAS
 BK2885'FOUND IN GOOD CONDITION.
 BK2885'
 BK2885'THE STATION IS SET IN THE SOUTHWEST CORNER OF THE OVERPASS
 BK2885'OF THE STATE HIGHWAY 3010 AND INTERSTATE 10 INTERCHANGE,
 BK2885'IN THE ROADWAY, IN THE ABUTMENT, 3 FEET EAST OF THE CURB.
 BK2885'
 BK2885'IT IS A STANDARD TRIANGULATION DISK, STAMPED 27C011.
 BK2885'
 BK2885'TO REACH THE STATION FROM THE U.S. POSTOFFICE IN JENNINGS,
 BK2885'FOLLOW PLAQUEMINE STREET EAST FOR 0.2 MILE TO NORTH CUTTING
 BK2885'AVE., THENCE NORTH ALONG NORTH CUTTING AVE. FOR 0.8 MILE TO
 BK2885'STATE HIGHWAY 97, THENCE NORTHEAST ALONG STATE HIGHWAY 97
 BK2885'FOR 1.7 MILES TO INTERSTATE 10, THENCE EAST ALONG INTERSTATE
 BK2885'10 FOR 6.3 MILES TO THE STATION SET IN THE OVERPASS.
 BK2885'
 BK2885'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK2885
 BK2885                          STATION RECOVERY (1991)
 BK2885
 BK2885'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2885'MARK RECOVERED IN POOR CONDITION.
 BK2885
 BK2885                          STATION RECOVERY (1997)
 BK2885
 BK2885'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2885'MARK RECOVERED IN POOR CONDITION.
 BK2885
 BK2885                          STATION RECOVERY (2005)
 BK2885
 BK2885'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2885'DISK IN GOOD CONDITION BUT STAMPING IS WORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2880 ***********************************************************************
 BK2880  DESIGNATION -  27C012
 BK2880  PID         -  BK2880
 BK2880  STATE/COUNTY-  LA/ACADIA
 BK2880  USGS QUAD   -  MERMENTAU (1984)
 BK2880
 BK2880                         *CURRENT SURVEY CONTROL
 BK2880  ___________________________________________________________________
 BK2880* NAD 83(1992)-  30 13 54.94191(N)    092 31 08.87604(W)     ADJUSTED  
 BK2880* NAVD 88     -         5.3  **(meters)      17.   **(feet)  VERTCON   
 BK2880  **This station is located in a subsidence area (see below).
 BK2880  ___________________________________________________________________
 BK2880  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK2880  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2880
 BK2880  HORZ ORDER  -  SECOND
 BK2880
 BK2880.The horizontal coordinates were established by classical geodetic methods
 BK2880.and adjusted by the National Geodetic Survey in January 1993..
 BK2880
 BK2880 ** The orthometric height has not been validated since last determined
 BK2880 ** by differential leveling and should not be used for control purposes.
 BK2880 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2880 ** area with valid NAVD 88 orthometric heights.
 BK2880 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2880 ** epoch indicated which incorporates improved geoid heights for the
 BK2880 ** Southern Louisiana Subsidence area.
 BK2880 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2880
 BK2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2880
 BK2880.The geoid height was determined by GEOID03.
 BK2880
 BK2880;                    North         East     Units Scale Factor Converg.
 BK2880;SPC LA S     -   192,565.413   885,863.247   MT  0.99993384   -0 35 34.5
 BK2880;SPC LA S     -   631,775.03  2,906,369.67   sFT  0.99993384   -0 35 34.5
 BK2880;UTM  15      - 3,344,583.107   546,270.629   MT  0.99962641   +0 14 31.6
 BK2880
 BK2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2880!SPC LA S     -   1.00000346  x   0.99993384  =   0.99993730
 BK2880!UTM  15      -   1.00000346  x   0.99962641  =   0.99962987
 BK2880
 BK2880|---------------------------------------------------------------------|
 BK2880| PID    Reference Object                     Distance      Geod. Az  |
 BK2880|                                                           dddmmss.s |
 BK2880| BK2890 27C012 LADH RM 1 1974                 9.964 METERS 09111     |
 BK2880| BK2889 27C013 LADH RESET 1973              APPROX. 1.1 KM 0943648.0 |
 BK2880| CV9547 27C012 RM 2                          10.430 METERS 27145     |
 BK2880|---------------------------------------------------------------------|
 BK2880
 BK2880                          SUPERSEDED SURVEY CONTROL
 BK2880
 BK2880  NAD 83(1986)-  30 13 54.96168(N)    092 31 08.87023(W) AD(       ) 2
 BK2880  NAD 27      -  30 13 54.22235(N)    092 31 08.37916(W) AD(       ) 2
 BK2880  NGVD 29 (07/19/86)    5.3    (m)           17.     (f) VERT ANG       
 BK2880
 BK2880.Superseded values are not recommended for survey control.
 BK2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2880.See file dsdata.txt to determine how the superseded data were derived.
 BK2880
 BK2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4627144583(NAD 83)
 BK2880_MARKER: DD = SURVEY DISK
 BK2880_SETTING: 0 = UNSPECIFIED SETTING
 BK2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2880+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 BK2880
 BK2880  HISTORY     - Date     Condition        Report By
 BK2880  HISTORY     - 1965     MONUMENTED       LADH
 BK2880  HISTORY     - 1974     GOOD             NGS
 BK2880  HISTORY     - 1978     GOOD             LADH
 BK2880  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 BK2880  HISTORY     - 20050415 GOOD             USPSQD
 BK2880  HISTORY     - 20060516 MARK NOT FOUND   NGS
 BK2880
 BK2880                          STATION DESCRIPTION
 BK2880
 BK2880'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2880'STATION IS 0.70 MILE EAST ALONG INTERSTATE I-10 FROM THE LA.
 BK2880'HIGHWAY 3010 OVERPASS AND INTERCHANGE, 102.70 FEET NORTH
 BK2880'OF THE NORTH ROADWAY OF INTERSTATE I-10, 96.95 FEET WEST
 BK2880'OF A 3/4 INCH PIPE IN FENCE (POSSIBLE LAND CORNER), 113.55
 BK2880'FEET NORTHWEST OF THE NORTH POST OF AN EXIT SIGN, 379 FEET
 BK2880'EAST OF THE TENNESSEE GAS TRANSMISSION CO. GAS LINE AND 2
 BK2880'FEET NORTH OF WITNESS POST.  STATION IS A STANDARD DISK SET
 BK2880'IN A CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE
 BK2880'OF THE GROUND.  STATION IS STAMPED 27C012.  TO REACH THIS
 BK2880'STATION FROM THE U.S. POST OFFICE IN JENNINGS, FOLLOW
 BK2880'PLAQUEMINE STREET EAST FOR 0.2 MILE TO NORTH CUTTING AVENUE,
 BK2880'THENCE NORTH ALONG NORTH CUTTING AVENUE FOR 0.8 MILE TO
 BK2880'LA. HIGHWAY 97, THENCE NORTHEAST ALONG LA. HIGHWAY 97 FOR
 BK2880'1.7 MILES TO INTERSTATE I-10, THENCE EAST ALONG
 BK2880'INTERSTATE I-10 FOR 7.0 MILES TO STATION ON NORTH SIDE
 BK2880'OF HIGHWAY.
 BK2880'
 BK2880'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2880
 BK2880                          STATION RECOVERY (1974)
 BK2880
 BK2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2880'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 BK2880'MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME.  BENCH MARK
 BK2880'27C013 WAS USED AS AN AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION
 BK2880'FOLLOWS.
 BK2880'
 BK2880'THE STATION IS LOCATED 8 MILES EAST OF JENNINGS, 8 MILES
 BK2880'WEST OF CROWLEY, 2 MILES SOUTHWEST OF EGAN, ALONG THE NORTH
 BK2880'SIDE OF INTERSTATE HIGHWAY 10 AND ON THE ROAD RIGHT-OF-WAY.
 BK2880'
 BK2880'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 BK2880'10 AND STATE HIGHWAY 91 ABOUT 2 MILES EAST OF EGAN, GO WEST
 BK2880'ON INTERSTATE HIGHWAY 10 FOR 2.55 MILES TO THE WEST END OF
 BK2880'A BRIDGE OVER THE SOUTHERN PACIFIC TRANSPORATION COMPANY
 BK2880'RAILROAD TRACK AND BENCH MARK 27C013 (AZ MK) ON THE LEFT AS
 BK2880'DESCRIBED.  CONTINUE WEST ON HIGHWAY 10 FOR 0.7 MILE TO THE
 BK2880'STATION ON THE RIGHT AS DESCRIBED.
 BK2880'
 BK2880'STATION MARK, STAMPED 27C012, IS A U.S. COAST AND GEODETIC
 BK2880'SURVEY LOUISIANA DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 BK2880'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 BK2880'THE GROUND SURFACE.  IT IS 102 FEET NORTH OF CENTER OF THE
 BK2880'WEST BOUND LANE OF HIGHWAY 10, 7 FEET SOUTHEAST OF A METAL
 BK2880'WITNESS POST, 5 FEET SOUTHWEST OF A METAL WITNESS POST AND 2.5
 BK2880'FEET SOUTH OF A FENCE.
 BK2880'
 BK2880'REFERENCE MARK 1, STAMPED 27C012 NO 1 1974, IS A STANDARD
 BK2880'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS ABOUT
 BK2880'2 INCHES BELOW THE GROUND SURFACE.  IT IS 103 FEET NORTH OF
 BK2880'CENTER OF THE WEST BOUND LANE OF HIGHWAY 10, 26.5 FEET EAST
 BK2880'OF A METAL WITNESS AND 2.5 FEET SOUTH OF THE FENCE.
 BK2880'
 BK2880'REFERENCE MARK 2, STAMPED 27C012 NO 2 1974, IS A STANDARD
 BK2880'DISK SET IN A ROUND CONCRETE POST THAT IS ABOUT 2 INCHES
 BK2880'BELOW THE GROUND SURFACE.  IT IS 103 FEET NORTH OF CENTER
 BK2880'OF THE WEST BOUND LANE OF HIGHWAY 10, 30 FEET WEST OF A
 BK2880'METAL WITNESS POST AND 2.5 FEET SOUTH OF THE FENCE.
 BK2880'
 BK2880'BENCH MARK 27C013, STAMPED 27C013 RESET 1973, IS A STANDARD
 BK2880'NATIONAL GEODETIC SURVEY BENCH MARK DISK CEMENTED IN A DRILL
 BK2880'HOLE IN A CONCRETE BRIDGE.  IT IS 20 FEET SOUTH OF CENTER
 BK2880'OF THE EAST BOUND LANE OF HIGHWAY 10, 20 FEET EAST OF THE WEST
 BK2880'END OF THE BRIDGE AND 3 FEET NORTH OF A CONCRETE GUARD RAIL.
 BK2880'
 BK2880'HEIGHT OF LIGHT ABOVE STATION MARK 4.2 FEET.
 BK2880'
 BK2880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BK2880'SOUTHWEST OF EGAN.
 BK2880
 BK2880                          STATION RECOVERY (1978)
 BK2880
 BK2880'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1978 (CLN)
 BK2880'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 BK2880'EXIT SIGN MENTIONED IN THE 1965 DESCRIPTION HAS BEEN REMOVED.  THIS
 BK2880'STATION WAS OCCUPIED THIS DATE TO OBTAIN A DISTANCE TO STATION
 BK2880'27C013 RESET 1973 (LDH).
 BK2880'
 BK2880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.0 MILES
 BK2880'NE OF JENNINGS.
 BK2880
 BK2880                          STATION RECOVERY (1991)
 BK2880
 BK2880'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2880'MARK NOT FOUND.
 BK2880
 BK2880                          STATION RECOVERY (2005)
 BK2880
 BK2880'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 BK2880'RECOVERED IN GOOD CONDITION.
 BK2880
 BK2880                          STATION RECOVERY (2006)
 BK2880
 BK2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK2880'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2881 ***********************************************************************
 BK2881  DESIGNATION -  27C013 LADH 1965
 BK2881  PID         -  BK2881
 BK2881  STATE/COUNTY-  LA/ACADIA
 BK2881  USGS QUAD   -  MERMENTAU (1984)
 BK2881
 BK2881                         *CURRENT SURVEY CONTROL
 BK2881  ___________________________________________________________________
 BK2881* NAD 83(1992)-  30 13 52.96793(N)    092 30 27.05519(W)     ADJUSTED  
 BK2881* NAVD 88     -        16.6  **(meters)      54.   **(feet)  VERTCON   
 BK2881  **This station is located in a subsidence area (see below).
 BK2881  ___________________________________________________________________
 BK2881  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2881  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2881
 BK2881  HORZ ORDER  -  SECOND
 BK2881
 BK2881.The horizontal coordinates were established by classical geodetic methods
 BK2881.and adjusted by the National Geodetic Survey in January 1993..
 BK2881
 BK2881 ** The orthometric height has not been validated since last determined
 BK2881 ** by differential leveling and should not be used for control purposes.
 BK2881 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2881 ** area with valid NAVD 88 orthometric heights.
 BK2881 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2881 ** epoch indicated which incorporates improved geoid heights for the
 BK2881 ** Southern Louisiana Subsidence area.
 BK2881 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2881
 BK2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2881
 BK2881.The geoid height was determined by GEOID03.
 BK2881
 BK2881;                    North         East     Units Scale Factor Converg.
 BK2881;SPC LA S     -   192,493.120   886,980.747   MT  0.99993380   -0 35 13.6
 BK2881;SPC LA S     -   631,537.84  2,910,036.00   sFT  0.99993380   -0 35 13.6
 BK2881;UTM  15      - 3,344,527.126   547,388.721   MT  0.99962770   +0 14 52.7
 BK2881
 BK2881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2881!SPC LA S     -   1.00000169  x   0.99993380  =   0.99993549
 BK2881!UTM  15      -   1.00000169  x   0.99962770  =   0.99962939
 BK2881
 BK2881:                Primary Azimuth Mark                     Grid Az
 BK2881:SPC LA S     -  1 A 001 LDH 1967                         093 24 00.4
 BK2881:UTM  15      -  1 A 001 LDH 1967                         092 33 54.1
 BK2881
 BK2881|---------------------------------------------------------------------|
 BK2881| PID    Reference Object                     Distance      Geod. Az  |
 BK2881|                                                           dddmmss.s |
 BK2881| BK2822 1 A 001 LDH 1967                    APPROX. 1.7 KM 0924846.8 |
 BK2881|---------------------------------------------------------------------|
 BK2881
 BK2881                          SUPERSEDED SURVEY CONTROL
 BK2881
 BK2881  NAD 83(1986)-  30 13 52.98767(N)    092 30 27.04929(W) AD(       ) 2
 BK2881  NAD 27      -  30 13 52.24862(N)    092 30 26.55924(W) AD(       ) 2
 BK2881  NGVD 29 (07/19/86)   16.6    (m)           54.     (f) VERT ANG       
 BK2881
 BK2881.Superseded values are not recommended for survey control.
 BK2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2881.See file dsdata.txt to determine how the superseded data were derived.
 BK2881
 BK2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4738944527(NAD 83)
 BK2881_MARKER: DD = SURVEY DISK
 BK2881_SETTING: 0 = UNSPECIFIED SETTING
 BK2881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2881
 BK2881  HISTORY     - Date     Condition        Report By
 BK2881  HISTORY     - 1965     MONUMENTED       LADH
 BK2881  HISTORY     - 1972     GOOD             NGS
 BK2881  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 BK2881
 BK2881                          STATION DESCRIPTION
 BK2881
 BK2881'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BK2881'STATION IS A STANDARD DISK SET IN THE SOUTHWEST CORNER, IN THE
 BK2881'ROADWAY, IN THE ABUTMENT, 3 FEET NORTH OF THE CURB OF AN
 BK2881'OVERPASS ON THE NORTH ROADWAY OF INTERSTATE I-10 THAT IS OVER
 BK2881'A RAILROAD AND PARISH ROAD.  STATION IS STAMPED 27C013.  TO
 BK2881'REACH THIS STATION FROM THE U.S. POST OFFICE IN JENNINGS, FOLLOW
 BK2881'PLAQUEMINE STREET EAST FOR 0.2 MILE TO NORTH CUTTING AVENUE,
 BK2881'THENCE NORTH ALONG NORTH CUTTING AVENUE FOR 0.8 MILE TO LA.
 BK2881'HIGHWAY 97, THENCE NORTHEAST ALONG LA. HIGHWAY 97 FOR 1.7
 BK2881'MILES TO INTERSTATE I-10, THENCE EAST ALONG INTERSTATE I-10
 BK2881'FOR 7.7 MILES TO STATION IN OVERPASS.
 BK2881'
 BK2881'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2881
 BK2881                          STATION RECOVERY (1972)
 BK2881
 BK2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RT)
 BK2881'THE STATION WAS VISITED FEBRUARY 22, 1972, AND THE STATION MARK
 BK2881'WAS FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK2881'
 BK2881'THE STATION IS LOCATED 5.5 MILES NORTHEAST OF MERMENTAU AND 8
 BK2881'MILES WEST-NORTHWEST OF CROWLEY IN THE SOUTHWEST QUARTER OF
 BK2881'SECTION 38, T9S, R1W.  IT IS SET IN THE SOUTHWEST CORNER OF
 BK2881'THE ROADWAY, IN THE ABUTMENT, 3 FEET NORTH OF THE CURB OF AN
 BK2881'OVERPASS ON THE NORTH ROADWAY OF INTERSTATE 10 OVER A RAILROAD
 BK2881'AND PARISH ROAD.
 BK2881'
 BK2881'IT IS A STANDARD TRAVERSE DISK, STAMPED 27C013, FLUSH WITH THE
 BK2881'SURFACE.
 BK2881'
 BK2881'TO REACH THE STATION FROM THE U.S. POST OFFICE IN JENNINGS,
 BK2881'FOLLOW PLAQUEMINE STREET EAST FOR 0.2 MILE TO NORTH CUTTING
 BK2881'AVENUE, THENCE NORTH ALONG NORTH CUTTING AVENUE FOR 0.8 MILE
 BK2881'TO STATE HIGHWAY 97, THENCE NORTHEAST ALONG STATE HIGHWAY 97
 BK2881'FOR 1.7 MILES TO INTERSTATE 10, THENCE EAST ALONG INTERSTATE
 BK2881'10 FOR 7.7 MILES TO THE STATION WHICH IS SET IN THE OVERPASS.
 BK2881
 BK2881                          STATION RECOVERY (1991)
 BK2881
 BK2881'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2889 ***********************************************************************
 BK2889  DESIGNATION -  27C013 LADH RESET 1973
 BK2889  PID         -  BK2889
 BK2889  STATE/COUNTY-  LA/ACADIA
 BK2889  USGS QUAD   -  MERMENTAU (1984)
 BK2889
 BK2889                         *CURRENT SURVEY CONTROL
 BK2889  ___________________________________________________________________
 BK2889* NAD 83(1992)-  30 13 52.01158(N)    092 30 27.08189(W)     ADJUSTED  
 BK2889* NAVD 88     -        16.   **(meters)      52.   **(feet)  VERTCON   
 BK2889  **This station is located in a subsidence area (see below).
 BK2889  ___________________________________________________________________
 BK2889  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2889  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2889
 BK2889  HORZ ORDER  -  SECOND
 BK2889
 BK2889.The horizontal coordinates were established by classical geodetic methods
 BK2889.and adjusted by the National Geodetic Survey in January 1993..
 BK2889
 BK2889 ** The orthometric height has not been validated since last determined
 BK2889 ** by differential leveling and should not be used for control purposes.
 BK2889 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2889 ** area with valid NAVD 88 orthometric heights.
 BK2889 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2889 ** epoch indicated which incorporates improved geoid heights for the
 BK2889 ** Southern Louisiana Subsidence area.
 BK2889 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2889.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2889
 BK2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2889
 BK2889.The geoid height was determined by GEOID03.
 BK2889
 BK2889;                    North         East     Units Scale Factor Converg.
 BK2889;SPC LA S     -   192,463.681   886,979.731   MT  0.99993379   -0 35 13.6
 BK2889;SPC LA S     -   631,441.26  2,910,032.67   sFT  0.99993379   -0 35 13.6
 BK2889;UTM  15      - 3,344,497.685   547,388.134   MT  0.99962770   +0 14 52.7
 BK2889
 BK2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2889!SPC LA S     -   1.00000178  x   0.99993379  =   0.99993557
 BK2889!UTM  15      -   1.00000178  x   0.99962770  =   0.99962948
 BK2889
 BK2889|---------------------------------------------------------------------|
 BK2889| PID    Reference Object                     Distance      Geod. Az  |
 BK2889|                                                           dddmmss.s |
 BK2889| BK2881 27C013 LADH 1965                     29.458 METERS 00123     |
 BK2889| BK2880 27C012                              APPROX. 1.1 KM 2743709.1 |
 BK2889|---------------------------------------------------------------------|
 BK2889
 BK2889                          SUPERSEDED SURVEY CONTROL
 BK2889
 BK2889  NAD 83(1986)-  30 13 52.03133(N)    092 30 27.07598(W) AD(       ) 2
 BK2889  NAD 27      -  30 13 51.29224(N)    092 30 26.58593(W) AD(       ) 2
 BK2889  NGVD 29 (07/19/86)   16.     (m)           52.     (f) VERT ANG       
 BK2889
 BK2889.Superseded values are not recommended for survey control.
 BK2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2889.See file dsdata.txt to determine how the superseded data were derived.
 BK2889
 BK2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4738844498(NAD 83)
 BK2889_MARKER: DD = SURVEY DISK
 BK2889_SETTING: 0 = UNSPECIFIED SETTING
 BK2889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2889
 BK2889  HISTORY     - Date     Condition        Report By
 BK2889  HISTORY     - 1973     MONUMENTED       LADH
 BK2889  HISTORY     - 1978     GOOD             NGS
 BK2889  HISTORY     - 19910905 GOOD             USPSQD
 BK2889  HISTORY     - 19971017 GOOD             USPSQD
 BK2889
 BK2889                          STATION DESCRIPTION
 BK2889
 BK2889'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (AKH)
 BK2889'THE MARK IS LOCATED ABOUT 1.0 MILE SOUTH OF EAGAN AT THE RAILROAD
 BK2889'OVERPASS ON INTERSTATE 10.  IT IS A TRIANGULATION STATION DISK
 BK2889'SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE OVERPASS.  IT IS
 BK2889'20 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE
 BK2889'10, 2.5 FEET NORTH OF THE GUARD RAIL AND 0.6 FOOT WEST OF AN
 BK2889'EXPANSION JOINT, AND 20 FEET EAST OF THE WEST END OF THE
 BK2889'OVERPASS.  IT IS STAMPED 27C013 RESET 1973.
 BK2889'
 BK2889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES EAST.
 BK2889
 BK2889                          STATION RECOVERY (1978)
 BK2889
 BK2889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BK2889'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AND THE
 BK2889'1973 DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION MARK.  THIS
 BK2889'STATION WAS OCCUPIED THIS DATE TO OBTAIN A DISTANCE TO STATION
 BK2889'27C012 LDH.
 BK2889'
 BK2889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10.0 MILE NE
 BK2889'OF JENNINGS.
 BK2889
 BK2889                          STATION RECOVERY (1991)
 BK2889
 BK2889'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2889'RECOVERED IN GOOD CONDITION.
 BK2889
 BK2889                          STATION RECOVERY (1997)
 BK2889
 BK2889'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4064 ***********************************************************************
 BJ4064  DESIGNATION -  28 87
 BJ4064  PID         -  BJ4064
 BJ4064  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4064  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4064
 BJ4064                         *CURRENT SURVEY CONTROL
 BJ4064  ___________________________________________________________________
 BJ4064* NAD 83(1986)-  30 29 33.     (N)    091 07 32.     (W)     SCALED    
 BJ4064* NAVD 88     -        15.861  (meters)      52.04   (feet)  ADJUSTED  
 BJ4064  ___________________________________________________________________
 BJ4064  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4064  DYNAMIC HT  -          15.840 (meters)      51.97  (feet)  COMP
 BJ4064  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BJ4064
 BJ4064  VERT ORDER  -  SECOND    CLASS II
 BJ4064
 BJ4064.The horizontal coordinates were scaled from a topographic map and have
 BJ4064.an estimated accuracy of +/- 6 seconds.
 BJ4064
 BJ4064.The orthometric height was determined by differential leveling
 BJ4064.and adjusted by the National Geodetic Survey in February 1994..
 BJ4064
 BJ4064.The geoid height was determined by GEOID03.
 BJ4064
 BJ4064.The dynamic height is computed by dividing the NAVD 88
 BJ4064.geopotential number by the normal gravity value computed on the
 BJ4064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4064.degrees latitude (g = 980.6199 gals.).
 BJ4064
 BJ4064.The modeled gravity was interpolated from observed gravity values.
 BJ4064
 BJ4064;                    North         East    Units  Estimated Accuracy
 BJ4064;SPC LA S     -   220,880.    1,019,950.      MT  (+/- 180 meters Scaled)
 BJ4064
 BJ4064                          SUPERSEDED SURVEY CONTROL
 BJ4064
 BJ4064.No superseded survey control is available for this station.
 BJ4064
 BJ4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP799748(NAD 83)
 BJ4064_MARKER: DB = BENCH MARK DISK
 BJ4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4064_SP_SET: CONCRETE POST
 BJ4064_STAMPING: 28-87 1987
 BJ4064_MARK LOGO: LA-033
 BJ4064_PROJECTION: FLUSH
 BJ4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4064+STABILITY: SURFACE MOTION
 BJ4064
 BJ4064  HISTORY     - Date     Condition        Report By
 BJ4064  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4064
 BJ4064                          STATION DESCRIPTION
 BJ4064
 BJ4064'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4064'IN BATON ROUGE.
 BJ4064'ABOUT 5.34 KM (3.3 MI) EASTERLY ON AIRLINE HIGHWAY FROM THE
 BJ4064'INTERSECTION OF AIRLINE AND SCENIC HIGHWAY TO THE BENCH MARK AT THE
 BJ4064'INTERSECTION OF AIRLINE AND EVANGELINE STREET, 19.8 METERS (65 FT)
 BJ4064'WEST OF THE WEST CURVE OF THE SOUTH BOUND LANE ON AIRLINE HIGHWAY,
 BJ4064'14.0 METERS (46 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE ON
 BJ4064'EVANGELINE STREET, 4.3 METERS (14 FT) SOUTH OF POWER POLE NUMBERED
 BJ4064'302-101, AND 0.91 METERS (3 FT) NORTH OF A CHAIN LINK FENCE.
 BJ4064'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4064'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2739 ***********************************************************************
 BJ2739  DESIGNATION -  28 A
 BJ2739  PID         -  BJ2739
 BJ2739  STATE/COUNTY-  LA/ST LANDRY
 BJ2739  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2739
 BJ2739                         *CURRENT SURVEY CONTROL
 BJ2739  ___________________________________________________________________
 BJ2739* NAD 83(1986)-  30 36 23.     (N)    091 45 22.     (W)     SCALED    
 BJ2739* NAVD 88     -         9.91   (+/-2cm)      32.5    (feet)  VERTCON   
 BJ2739  ___________________________________________________________________
 BJ2739  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2739
 BJ2739  VERT ORDER  -  ? (See Below)
 BJ2739
 BJ2739.The horizontal coordinates were scaled from a topographic map and have
 BJ2739.an estimated accuracy of +/- 6 seconds.
 BJ2739
 BJ2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2739.The vertical order pertains to the NGVD 29 superseded value.
 BJ2739
 BJ2739.The geoid height was determined by GEOID03.
 BJ2739
 BJ2739;                    North         East    Units  Estimated Accuracy
 BJ2739;SPC LA S     -   233,560.      959,460.      MT  (+/- 180 meters Scaled)
 BJ2739
 BJ2739                          SUPERSEDED SURVEY CONTROL
 BJ2739
 BJ2739  NGVD 29 (??/??/??)    9.920  (m)           32.55   (f) ADJUSTED    ?  
 BJ2739
 BJ2739.Superseded values are not recommended for survey control.
 BJ2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2739.See file dsdata.txt to determine how the superseded data were derived.
 BJ2739
 BJ2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP192866(NAD 83)
 BJ2739_MARKER: S = SPIKE
 BJ2739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2739_SP_SET: TREE
 BJ2739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2739
 BJ2739  HISTORY     - Date     Condition        Report By
 BJ2739  HISTORY     - UNK      MONUMENTED       DOD
 BJ2739  HISTORY     - 1936     GOOD             DOD
 BJ2739
 BJ2739                          STATION DESCRIPTION
 BJ2739
 BJ2739'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2739'5.5 MI S FROM MELVILLE.
 BJ2739'APPROXIMATELY 5-1/2 MILES BELOW MELVILLE.  B.M. IS 5/8 IN. G.I. SPIKE
 BJ2739'1 FOOT ABOVE GROUND IN DIAMOND BLAZE ON 14 IN. CYPRESS TREE.
 BJ2739'APPROXIMATELY 5-1/2 MILES BELOW MELVILLE, ST. LANDRY PARISH,
 BJ2739'LOUISIANA, 23 M. LANDSIDE GRAVEL ROAD, 90 M. BELOW LEVEE MILE POST NO.
 BJ2739'43.  200 FEET LANDSIDE OF STATION 2161+50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5162 ***********************************************************************
 BJ5162  DESIGNATION -  28 A 001 LDH 1967
 BJ5162  PID         -  BJ5162
 BJ5162  STATE/COUNTY-  LA/LAFAYETTE
 BJ5162  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5162
 BJ5162                         *CURRENT SURVEY CONTROL
 BJ5162  ___________________________________________________________________
 BJ5162* NAD 83(1992)-  30 03 56.09574(N)    091 59 26.53127(W)     ADJUSTED  
 BJ5162* NAVD 88     -         7.47   (+/-2cm)      24.5  **(feet)  VERTCON   
 BJ5162  **This station is located in a subsidence area (see below).
 BJ5162  ___________________________________________________________________
 BJ5162  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5162  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ5162
 BJ5162  HORZ ORDER  -  SECOND
 BJ5162  VERT ORDER  -  THIRD ? (See Below)
 BJ5162
 BJ5162.The horizontal coordinates were established by classical geodetic methods
 BJ5162.and adjusted by the National Geodetic Survey in January 1993..
 BJ5162
 BJ5162 ** The orthometric height has not been validated since last determined
 BJ5162 ** by differential leveling and should not be used for control purposes.
 BJ5162 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5162 ** area with valid NAVD 88 orthometric heights.
 BJ5162 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5162 ** epoch indicated which incorporates improved geoid heights for the
 BJ5162 ** Southern Louisiana Subsidence area.
 BJ5162 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5162.The vertical order pertains to the NGVD 29 superseded value.
 BJ5162
 BJ5162.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5162
 BJ5162.The geoid height was determined by GEOID03.
 BJ5162
 BJ5162;                    North         East     Units Scale Factor Converg.
 BJ5162;SPC LA S     -   173,717.652   936,619.594   MT  0.99992638   -0 19 43.3
 BJ5162;SPC LA S     -   569,938.66  3,072,892.78   sFT  0.99992638   -0 19 43.3
 BJ5162;UTM  15      - 3,326,481.722   597,282.802   MT  0.99971676   +0 30 20.5
 BJ5162
 BJ5162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5162!SPC LA S     -   1.00000307  x   0.99992638  =   0.99992945
 BJ5162!UTM  15      -   1.00000307  x   0.99971676  =   0.99971983
 BJ5162
 BJ5162:                Primary Azimuth Mark                     Grid Az
 BJ5162:SPC LA S     -  28 A 002 LDH 1967                        090 25 36.8
 BJ5162:UTM  15      -  28 A 002 LDH 1967                        089 35 33.0
 BJ5162
 BJ5162|---------------------------------------------------------------------|
 BJ5162| PID    Reference Object                     Distance      Geod. Az  |
 BJ5162|                                                           dddmmss.s |
 BJ5162| BJ5159 28 A 002 LDH 1967                   APPROX. 3.7 KM 0900553.5 |
 BJ5162|---------------------------------------------------------------------|
 BJ5162
 BJ5162                          SUPERSEDED SURVEY CONTROL
 BJ5162
 BJ5162  NAD 83(1986)-  30 03 56.11605(N)    091 59 26.52566(W) AD(       ) 2
 BJ5162  NAD 27      -  30 03 55.38378(N)    091 59 26.08921(W) AD(       ) 2
 BJ5162  NGVD 29 (07/19/86)    7.49   (m)           24.6    (f) LEVELING    3  
 BJ5162
 BJ5162.Superseded values are not recommended for survey control.
 BJ5162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5162.See file dsdata.txt to determine how the superseded data were derived.
 BJ5162
 BJ5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9728326482(NAD 83)
 BJ5162_MARKER: DD = SURVEY DISK
 BJ5162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5162+STABILITY: SURFACE MOTION
 BJ5162
 BJ5162  HISTORY     - Date     Condition        Report By
 BJ5162  HISTORY     - 1967     MONUMENTED       LADH
 BJ5162  HISTORY     - 19950401 MARK NOT FOUND   USPSQD
 BJ5162
 BJ5162                          STATION DESCRIPTION
 BJ5162
 BJ5162'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ5162'THIS STATION IS LOCATED SOUTH ALONG STATE HIGHWAY 89, 1.80 MILES FROM
 BJ5162'YOUNGSVILLE.  THE STATION IS SET IN THE NORTHWEST QUADRANT OF THE
 BJ5162'INTERSECTION OF STATE HIGHWAY 89 AND A PARISH ROAD IN THE SHOULDER
 BJ5162'OF STATE HIGHWAY 89, 1.8 FEET EAST OF A METAL WITNESS POST AND SIGN,
 BJ5162'16.80 FEET NORTH OF THE CENTER OF A GRAVEL ROAD LEADING TO KENTS
 BJ5162'NURSERY, 28.1 FEET WEST OF THE CENTER OF STATE HIGHWAY 89, 44.0
 BJ5162'FEET NORTHEAST OF L.G.S. MARK NO. 4060 AND 22.40 FEET SOUTHEAST OF
 BJ5162'A TELEPHONE JUNCTION BOX ON POLE NO. 26.
 BJ5162'
 BJ5162'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5162'CONCRETE POST THAT IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 BJ5162'STATION IS STAMPED 28A001.
 BJ5162'
 BJ5162'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 89 AND
 BJ5162'92 IN YOUNGSVILLE, FOLLOW STATE HIGHWAY 89 SOUTH FOR 2.4 MILES TO
 BJ5162'THE STATION WHICH IS SET ON THE WEST SIDE OF THE HIGHWAY.
 BJ5162'
 BJ5162'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5162
 BJ5162                          STATION RECOVERY (1995)
 BJ5162
 BJ5162'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5159 ***********************************************************************
 BJ5159  DESIGNATION -  28 A 002 LDH 1967
 BJ5159  PID         -  BJ5159
 BJ5159  STATE/COUNTY-  LA/IBERIA
 BJ5159  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5159
 BJ5159                         *CURRENT SURVEY CONTROL
 BJ5159  ___________________________________________________________________
 BJ5159* NAD 83(1992)-  30 03 55.86926(N)    091 57 08.17468(W)     ADJUSTED  
 BJ5159* NAVD 88     -         8.9  **(meters)      29.   **(feet)  VERTCON   
 BJ5159  **This station is located in a subsidence area (see below).
 BJ5159  ___________________________________________________________________
 BJ5159  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5159  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ5159
 BJ5159  HORZ ORDER  -  SECOND
 BJ5159
 BJ5159.The horizontal coordinates were established by classical geodetic methods
 BJ5159.and adjusted by the National Geodetic Survey in January 1993..
 BJ5159
 BJ5159 ** The orthometric height has not been validated since last determined
 BJ5159 ** by differential leveling and should not be used for control purposes.
 BJ5159 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5159 ** area with valid NAVD 88 orthometric heights.
 BJ5159 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5159 ** epoch indicated which incorporates improved geoid heights for the
 BJ5159 ** Southern Louisiana Subsidence area.
 BJ5159 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5159
 BJ5159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5159
 BJ5159.The geoid height was determined by GEOID03.
 BJ5159
 BJ5159;                    North         East     Units Scale Factor Converg.
 BJ5159;SPC LA S     -   173,690.043   940,324.983   MT  0.99992638   -0 18 34.1
 BJ5159;SPC LA S     -   569,848.08  3,085,049.55   sFT  0.99992638   -0 18 34.1
 BJ5159;UTM  15      - 3,326,508.070   600,987.440   MT  0.99972582   +0 31 29.8
 BJ5159
 BJ5159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5159!SPC LA S     -   1.00000285  x   0.99992638  =   0.99992923
 BJ5159!UTM  15      -   1.00000285  x   0.99972582  =   0.99972867
 BJ5159
 BJ5159:                Primary Azimuth Mark                     Grid Az
 BJ5159:SPC LA S     -  28 A 003 LADH                            068 36 55.0
 BJ5159:UTM  15      -  28 A 003 LADH                            067 46 51.1
 BJ5159
 BJ5159|---------------------------------------------------------------------|
 BJ5159| PID    Reference Object                     Distance      Geod. Az  |
 BJ5159|                                                           dddmmss.s |
 BJ5159| BJ2572 28 A 003 LADH                       APPROX. 1.4 KM 0681820.9 |
 BJ5159|---------------------------------------------------------------------|
 BJ5159
 BJ5159                          SUPERSEDED SURVEY CONTROL
 BJ5159
 BJ5159  NAD 83(1986)-  30 03 55.88945(N)    091 57 08.16899(W) AD(       ) 2
 BJ5159  NAD 27      -  30 03 55.15976(N)    091 57 07.74010(W) AD(       ) 2
 BJ5159  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 BJ5159
 BJ5159.Superseded values are not recommended for survey control.
 BJ5159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5159.See file dsdata.txt to determine how the superseded data were derived.
 BJ5159
 BJ5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0098726508(NAD 83)
 BJ5159_MARKER: DD = SURVEY DISK
 BJ5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5159+STABILITY: SURFACE MOTION
 BJ5159
 BJ5159  HISTORY     - Date     Condition        Report By
 BJ5159  HISTORY     - 1967     MONUMENTED       LADH
 BJ5159
 BJ5159                          STATION DESCRIPTION
 BJ5159
 BJ5159'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ5159'THIS STATION IS LOCATED EAST ALONG AN EXTENSION OF STATE HIGHWAY
 BJ5159'89 LEADING TO STATE HIGHWAY 3052, 2.3 MILES FROM A RIGHT ANGLE TURN
 BJ5159'IN STATE HIGHWAY 89 FROM YOUNGSVILLE, 1.8 FEET SOUTH OF A METAL
 BJ5159'WITNESS POST AND SIGN, 29.70 FEET NORTH OF THE CENTER OF THE ROAD,
 BJ5159'16.20 FEET SOUTHWEST OF TELEPHONE POLE NO. 22, 14.50 FEET
 BJ5159'SOUTHWEST OF A GAS METER FOR A BRICK HOUSE, AND 41.25 FEET
 BJ5159'SOUTHEAST OF A SERVICE POLE TO A HOUSE.
 BJ5159'
 BJ5159'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ5159'CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ5159'STATION IS STAMPED 28A002.
 BJ5159'
 BJ5159'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAYS 92 AND
 BJ5159'89 IN YOUNGSVILLE, FOLLOW STATE HIGHWAY 89 SOUTH FOR 2.4 MILES TO A
 BJ5159'RIGHT ANGLE TURN TO THE EAST, THENCE EAST FOR 2.3 MILES TO THE
 BJ5159'STATION WHICH IS SET ON THE NORTH SIDE OF THE HIGHWAY.
 BJ5159'
 BJ5159'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2572 ***********************************************************************
 BJ2572  DESIGNATION -  28 A 003 LADH
 BJ2572  PID         -  BJ2572
 BJ2572  STATE/COUNTY-  LA/IBERIA
 BJ2572  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ2572
 BJ2572                         *CURRENT SURVEY CONTROL
 BJ2572  ___________________________________________________________________
 BJ2572* NAD 83(1992)-  30 04 13.16843(N)    091 56 18.17311(W)     ADJUSTED  
 BJ2572* NAVD 88     -         9.00   (+/-2cm)      29.5  **(feet)  VERTCON   
 BJ2572  **This station is located in a subsidence area (see below).
 BJ2572  ___________________________________________________________________
 BJ2572  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2572  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ2572
 BJ2572  HORZ ORDER  -  SECOND
 BJ2572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2572
 BJ2572.The horizontal coordinates were established by classical geodetic methods
 BJ2572.and adjusted by the National Geodetic Survey in January 1993..
 BJ2572
 BJ2572 ** The orthometric height has not been validated since last determined
 BJ2572 ** by differential leveling and should not be used for control purposes.
 BJ2572 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2572 ** area with valid NAVD 88 orthometric heights.
 BJ2572 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2572 ** epoch indicated which incorporates improved geoid heights for the
 BJ2572 ** Southern Louisiana Subsidence area.
 BJ2572 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2572.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2572.The vertical order pertains to the NGVD 29 superseded value.
 BJ2572
 BJ2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2572
 BJ2572.The geoid height was determined by GEOID03.
 BJ2572
 BJ2572;                    North         East     Units Scale Factor Converg.
 BJ2572;SPC LA S     -   174,215.532   941,666.926   MT  0.99992648   -0 18 09.1
 BJ2572;SPC LA S     -   571,572.12  3,089,452.24   sFT  0.99992648   -0 18 09.1
 BJ2572;UTM  15      - 3,327,052.938   602,321.322   MT  0.99972917   +0 31 55.1
 BJ2572
 BJ2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2572!SPC LA S     -   1.00000283  x   0.99992648  =   0.99992931
 BJ2572!UTM  15      -   1.00000283  x   0.99972917  =   0.99973200
 BJ2572
 BJ2572:                Primary Azimuth Mark                     Grid Az
 BJ2572:SPC LA S     -  LOZES TV STA KLNI MAST                   247 11 31.7
 BJ2572:UTM  15      -  LOZES TV STA KLNI MAST                   246 21 27.5
 BJ2572
 BJ2572|---------------------------------------------------------------------|
 BJ2572| PID    Reference Object                     Distance      Geod. Az  |
 BJ2572|                                                           dddmmss.s |
 BJ2572| BJ5163 LOZES TV STA KLNI MAST              APPROX. 6.1 KM 2465322.6 |
 BJ2572| BJ2570 28 A 004 LADH                       APPROX. 1.6 KM 3543216.0 |
 BJ2572|---------------------------------------------------------------------|
 BJ2572
 BJ2572                          SUPERSEDED SURVEY CONTROL
 BJ2572
 BJ2572  NAD 83(1986)-  30 04 13.18862(N)    091 56 18.16732(W) AD(       ) 2
 BJ2572  NAD 27      -  30 04 12.45999(N)    091 56 17.74039(W) AD(       ) 2
 BJ2572  NGVD 29 (??/??/??)    9.016  (m)           29.58   (f) ADJUSTED    2 0
 BJ2572
 BJ2572.Superseded values are not recommended for survey control.
 BJ2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2572.See file dsdata.txt to determine how the superseded data were derived.
 BJ2572
 BJ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0232127053(NAD 83)
 BJ2572_MARKER: DD = SURVEY DISK
 BJ2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2572_STAMPING: 28A003
 BJ2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2572+STABILITY: SURFACE MOTION
 BJ2572
 BJ2572  HISTORY     - Date     Condition        Report By
 BJ2572  HISTORY     - 1967     MONUMENTED       LADH
 BJ2572  HISTORY     - 1968     GOOD             LADTD
 BJ2572  HISTORY     - 1973     GOOD             NGS
 BJ2572
 BJ2572                          STATION DESCRIPTION
 BJ2572
 BJ2572'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ2572'THIS STATION IS LOCATED SOUTH ALONG STATE HIGHWAY 3052, 4.47 MILES
 BJ2572'FROM THE BROUSSARD OVERPASS AND INTERCHANGE ON U. S. HIGHWAY 90 AND
 BJ2572'STATE HIGHWAY 3052.  THE STATION IS ON THE EAST SIDE OF THE HIGHWAY
 BJ2572'NEAR THE NORTH-SOUTH RIGHT OF WAY FENCE, 103.4 FEET EAST OF THE
 BJ2572'CENTERLINE OF THE NORTH BOUND LANE OF STATE HIGHWAY 3052, 1.90
 BJ2572'FEET EAST OF A METAL WITNESS POST AND SIGN, 1.85 FEET WEST OF THE
 BJ2572'RIGHT OF WAY FENCE, 28.0 FEET SOUTHWEST OF A POWER POLE IN THE
 BJ2572'RIGHT OF WAY FENCE, AND 2.50 FEET NORTH OF A CONCRETE RIGHT OF
 BJ2572'WAY MARKER.
 BJ2572'
 BJ2572'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2572'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ2572'GROUND.  STATION IS STAMPED 28A003.
 BJ2572'
 BJ2572'TO REACH THIS STATION FROM THE BROUSSARD OVERPASS AND INTERCHANGE IN
 BJ2572'BROUSSARD, FOLLOW STATE HIGHWAY 3052 SOUTH FOR 4.47 MILES TO THE
 BJ2572'STATION WHICH IS SET ON THE EAST SIDE OF THE HIGHWAY.
 BJ2572'
 BJ2572'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2572
 BJ2572                          STATION RECOVERY (1968)
 BJ2572
 BJ2572'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BJ2572'4.47 MI S FROM BROUSSARD.
 BJ2572'THIS STATION IS LOCATED SOUTH ALONG LOUISIANA HIGHWAY 3052, 4.47 MILES
 BJ2572'FROM THE BROUSSARD OVERPASS AND INTERCHANGE ON U. S. HIGHWAY 90 AND
 BJ2572'LOUISIANA HIGHWAY 3052.  THE STATION IS ON THE EAST SIDE OF THE
 BJ2572'HIGHWAY NEAR THE NORTH-SOUTH RIGHT OF WAY FENCE,  103.4 FEET EAST OF
 BJ2572'THE CENTERLINE OF THE NORTH BOUND LANE OF THE LOUISIANA HIGHWAY 3052,
 BJ2572'1.90 FEET EAST OF A METAL WITNESS POST AND SIGN, 1.85 FEET WEST OF THE
 BJ2572'RIGHT OF WAY FENCE, 28.0 FEET SOUTHWEST OF A POWER POLE IN THE RIGHT
 BJ2572'OF WAY FENCE, AND 2.50 FEET NORTH OF A CONCRETE RIGHT OF WAY MARKER.
 BJ2572'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2572'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ2572'GROUND.  STATION IS STAMPED 28A003.  NOTE-- TO REACH THIS STATION FROM
 BJ2572'THE BROUSSARD OVERPASS AND INTERCHANGE IN BROUSSARD, FOLLOW LOUISIANA
 BJ2572'HIGHWAY 3052 SOUTH FOR 4.47 MILES TO THE STATION WHICH IS SET ON THE
 BJ2572'EAST SIDE OF THE HIGHWAY.
 BJ2572
 BJ2572                          STATION RECOVERY (1973)
 BJ2572
 BJ2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ2572'THE STATION WAS VISITED 5/2/73 AND THE STATION MARK WAS FOUND IN
 BJ2572'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ2572'
 BJ2572'THE STATION IS LOCATED 4.5 MILES SOUTH OF BROUSSARD AND 8 MILES
 BJ2572'NORTHWEST OF NEW IBERIA, IN THE SOUTHWEST QUARTER OF SECTION 23,
 BJ2572'T11S, R5E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ2572'HIGHWAYS.  IT IS 103 FEET EAST OF THE CENTER OF THE NORTH BOUND
 BJ2572'LANE OF U. S. HIGHWAY 90, 29 FEET SOUTH OF A POWER POLE, 2 FEET
 BJ2572'WEST OF A FENCE, AND 2 FEET EAST OF A METAL WITNESS POST AND SIGN,
 BJ2572'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.
 BJ2572'
 BJ2572'IT IS A STANDARD TRAVERSE DISK, STAMPED 28A003, PROJECTING 3 INCHES.
 BJ2572'
 BJ2572'TO REACH THE STATION FROM THE U. S. HIGHWAY 90 AND STATE HIGHWAY 182
 BJ2572'INTERCHANGE IN BROUSSARD, GO SOUTH ALONG U. S. HIGHWAY 90 FOR 4.5
 BJ2572'MILES.  THE STATION IS SET TO THE EAST OF THE HIGHWAY NEAR A POWER
 BJ2572'POLE AND A RIGHT-OF-WAY FENCE.
 BJ2572'
 BJ2572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SOUTH
 BJ2572'OF BROUSSARD.
 BJ2572'
 BJ2572'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2570 ***********************************************************************
 BJ2570  DESIGNATION -  28 A 004 LADH
 BJ2570  PID         -  BJ2570
 BJ2570  STATE/COUNTY-  LA/IBERIA
 BJ2570  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ2570
 BJ2570                         *CURRENT SURVEY CONTROL
 BJ2570  ___________________________________________________________________
 BJ2570* NAD 83(1992)-  30 05 04.81054(N)    091 56 23.85149(W)     ADJUSTED  
 BJ2570* NAVD 88     -        10.03   (+/-2cm)      32.9  **(feet)  VERTCON   
 BJ2570  **This station is located in a subsidence area (see below).
 BJ2570  ___________________________________________________________________
 BJ2570  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2570  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ2570
 BJ2570  HORZ ORDER  -  SECOND
 BJ2570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2570
 BJ2570.The horizontal coordinates were established by classical geodetic methods
 BJ2570.and adjusted by the National Geodetic Survey in January 1993..
 BJ2570
 BJ2570 ** The orthometric height has not been validated since last determined
 BJ2570 ** by differential leveling and should not be used for control purposes.
 BJ2570 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2570 ** area with valid NAVD 88 orthometric heights.
 BJ2570 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2570 ** epoch indicated which incorporates improved geoid heights for the
 BJ2570 ** Southern Louisiana Subsidence area.
 BJ2570 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2570.The vertical order pertains to the NGVD 29 superseded value.
 BJ2570
 BJ2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2570
 BJ2570.The geoid height was determined by GEOID03.
 BJ2570
 BJ2570;                    North         East     Units Scale Factor Converg.
 BJ2570;SPC LA S     -   175,806.397   941,523.274   MT  0.99992681   -0 18 12.0
 BJ2570;SPC LA S     -   576,791.49  3,088,980.94   sFT  0.99992681   -0 18 12.0
 BJ2570;UTM  15      - 3,328,641.229   602,154.545   MT  0.99972875   +0 31 53.1
 BJ2570
 BJ2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2570!SPC LA S     -   1.00000268  x   0.99992681  =   0.99992949
 BJ2570!UTM  15      -   1.00000268  x   0.99972875  =   0.99973143
 BJ2570
 BJ2570:                Primary Azimuth Mark                     Grid Az
 BJ2570:SPC LA S     -  28 A 005 LADH                            356 08 05.9
 BJ2570:UTM  15      -  28 A 005 LADH                            355 18 00.8
 BJ2570
 BJ2570|---------------------------------------------------------------------|
 BJ2570| PID    Reference Object                     Distance      Geod. Az  |
 BJ2570|                                                           dddmmss.s |
 BJ2570| BJ2568 28 A 005 LADH                       APPROX. 2.1 KM 3554953.9 |
 BJ2570|---------------------------------------------------------------------|
 BJ2570
 BJ2570                          SUPERSEDED SURVEY CONTROL
 BJ2570
 BJ2570  NAD 83(1986)-  30 05 04.83072(N)    091 56 23.84566(W) AD(       ) 2
 BJ2570  NAD 27      -  30 05 04.10377(N)    091 56 23.41913(W) AD(       ) 2
 BJ2570  NGVD 29 (??/??/??)   10.046  (m)           32.96   (f) ADJUSTED    2 0
 BJ2570
 BJ2570.Superseded values are not recommended for survey control.
 BJ2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2570.See file dsdata.txt to determine how the superseded data were derived.
 BJ2570
 BJ2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0215528641(NAD 83)
 BJ2570_MARKER: DD = SURVEY DISK
 BJ2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2570_STAMPING: 28A004
 BJ2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2570+STABILITY: SURFACE MOTION
 BJ2570
 BJ2570  HISTORY     - Date     Condition        Report By
 BJ2570  HISTORY     - 1967     MONUMENTED       LADH
 BJ2570  HISTORY     - 1968     GOOD             LADTD
 BJ2570
 BJ2570                          STATION DESCRIPTION
 BJ2570
 BJ2570'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ2570'THIS STATION IS LOCATED SOUTH ALONG STATE HIGHWAY 3052, 3.13 MILES
 BJ2570'FROM THE U. S. HIGHWAY 90 AND SOUTHERN PACIFIC RAILROAD INTERCHANGE
 BJ2570'AND OVERPASS IN BROUSSARD.  THE STATION IS SET ON THE WEST SIDE OF
 BJ2570'STATE HIGHWAY 3052 NEAR THE NORTH-SOUTH RIGHT OF WAY FENCE, 2.10
 BJ2570'FEET WEST OF A METAL WITNESS POST AND SIGN, 94.30 FEET WEST OF
 BJ2570'THE SOUTH BOUND LANE OF STATE HIGHWAY 3052, 10.50 FEET EAST OF
 BJ2570'THE RIGHT OF WAY FENCE, 30.20 FEET NORTHEAST OF A POWER POLE IN THE
 BJ2570'RIGHT OF WAY FENCE, AND 50.50 FEET NORTHWEST OF THE CONCRETE SLAB
 BJ2570'AT A TURN-OUT TO A SHELL ROAD.
 BJ2570'
 BJ2570'THIS STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2570'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ2570'GROUND.  STATION IS STAMPED 28A004.
 BJ2570'
 BJ2570'TO REACH THIS STATION FROM THE U. S. HIGHWAY 90 AND SOUTHERN PACIFIC
 BJ2570'RAILROAD INTERCHANGE, GO SOUTH ALONG STATE HIGHWAY 3052 FOR 3.13
 BJ2570'MILES TO THE STATION WHICH IS SET ON THE WEST SIDE OF THE HIGHWAY.
 BJ2570'
 BJ2570'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2570
 BJ2570                          STATION RECOVERY (1968)
 BJ2570
 BJ2570'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BJ2570'3.13 MI S FROM BROUSSARD.
 BJ2570'THIS STATION IS LOCATED SOUTH ALONG LOUISIANA HIGHWAY 3052, 3.13 MILES
 BJ2570'FROM THE U. S. HIGHWAY 90 AND SOUTHERN PACIFIC RAILROAD INTERCHANGE
 BJ2570'AND OVERPASS IN BROUSSARD.  THE STATION IS SET ON THE WEST SIDE OF
 BJ2570'LOUISIANA HIGHWAY 3052 NEAR THE NORTH-SOUTH RIGHT OF WAY FENCE, 2.10
 BJ2570'FEET WEST OF A METAL WITNESS POST AND SIGN, 94.30 FEET WEST OF THE
 BJ2570'SOUTH BOUND LANE OF LOUISIANA HIGHWAY 3052, 10.50 FEET EAST OF THE
 BJ2570'RIGHT OF WAY FENCE, 30.20 FEET NORTHEAST OF A POWER POLE IN THE RIGHT
 BJ2570'OF WAY FENCE, AND 50.50 FEET NORTHWEST OF THE CONCRETE SLAB AT A
 BJ2570'TURN-OUT TO A SHELL ROAD.  THIS STATION IS MARKED BY A STANDARD BRONZE
 BJ2570'DISK SET IN A ROUND CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE
 BJ2570'THE SURFACE OF THE GROUND.  STATION IS STAMPED 28A004. NOTE-- TO REACH
 BJ2570'THIS STATION FROM THE U. S. HIGHWAY 90 AND SOUTHERN PACIFIC RAILROAD
 BJ2570'INTERCHANGE, GO SOUTH ALONG LOUISIANA HIGHWAY 3052 FROM 3.13 MILES TO
 BJ2570'THE STATION WHICH IS SET ON THE WEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2568 ***********************************************************************
 BJ2568  DESIGNATION -  28 A 005 LADH
 BJ2568  PID         -  BJ2568
 BJ2568  STATE/COUNTY-  LA/LAFAYETTE
 BJ2568  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ2568
 BJ2568                         *CURRENT SURVEY CONTROL
 BJ2568  ___________________________________________________________________
 BJ2568* NAD 83(1992)-  30 06 14.08489(N)    091 56 29.65808(W)     ADJUSTED  
 BJ2568* NAVD 88     -         8.62   (+/-2cm)      28.3  **(feet)  VERTCON   
 BJ2568  **This station is located in a subsidence area (see below).
 BJ2568  ___________________________________________________________________
 BJ2568  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ2568  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ2568
 BJ2568  HORZ ORDER  -  SECOND
 BJ2568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2568
 BJ2568.The horizontal coordinates were established by classical geodetic methods
 BJ2568.and adjusted by the National Geodetic Survey in January 1993..
 BJ2568
 BJ2568 ** The orthometric height has not been validated since last determined
 BJ2568 ** by differential leveling and should not be used for control purposes.
 BJ2568 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2568 ** area with valid NAVD 88 orthometric heights.
 BJ2568 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2568 ** epoch indicated which incorporates improved geoid heights for the
 BJ2568 ** Southern Louisiana Subsidence area.
 BJ2568 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2568.The vertical order pertains to the NGVD 29 superseded value.
 BJ2568
 BJ2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2568
 BJ2568.The geoid height was determined by GEOID03.
 BJ2568
 BJ2568;                    North         East     Units Scale Factor Converg.
 BJ2568;SPC LA S     -   177,940.186   941,379.115   MT  0.99992735   -0 18 14.9
 BJ2568;SPC LA S     -   583,792.09  3,088,507.98   sFT  0.99992735   -0 18 14.9
 BJ2568;UTM  15      - 3,330,772.267   601,979.344   MT  0.99972830   +0 31 51.3
 BJ2568
 BJ2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2568!SPC LA S     -   1.00000291  x   0.99992735  =   0.99993026
 BJ2568!UTM  15      -   1.00000291  x   0.99972830  =   0.99973121
 BJ2568
 BJ2568:                Primary Azimuth Mark                     Grid Az
 BJ2568:SPC LA S     -  28 A 006 LADH                            351 41 12.8
 BJ2568:UTM  15      -  28 A 006 LADH                            350 51 06.6
 BJ2568
 BJ2568|---------------------------------------------------------------------|
 BJ2568| PID    Reference Object                     Distance      Geod. Az  |
 BJ2568|                                                           dddmmss.s |
 BJ2568| BJ2567 28 A 006 LADH                       APPROX. 1.5 KM 3512257.9 |
 BJ2568|---------------------------------------------------------------------|
 BJ2568
 BJ2568                          SUPERSEDED SURVEY CONTROL
 BJ2568
 BJ2568  NAD 83(1986)-  30 06 14.10502(N)    091 56 29.65220(W) AD(       ) 2
 BJ2568  NAD 27      -  30 06 13.37886(N)    091 56 29.22591(W) AD(       ) 2
 BJ2568  NGVD 29 (??/??/??)    8.629  (m)           28.31   (f) ADJUSTED    2 0
 BJ2568
 BJ2568.Superseded values are not recommended for survey control.
 BJ2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2568.See file dsdata.txt to determine how the superseded data were derived.
 BJ2568
 BJ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0197930772(NAD 83)
 BJ2568_MARKER: DD = SURVEY DISK
 BJ2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2568_STAMPING: 28A005
 BJ2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2568+STABILITY: SURFACE MOTION
 BJ2568
 BJ2568  HISTORY     - Date     Condition        Report By
 BJ2568  HISTORY     - 1967     MONUMENTED       LADH
 BJ2568  HISTORY     - 1968     GOOD             LADTD
 BJ2568  HISTORY     - 1979     MARK NOT FOUND   USGS
 BJ2568
 BJ2568                          STATION DESCRIPTION
 BJ2568
 BJ2568'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RTL)
 BJ2568'THIS STATION IS LOCATED SOUTH ALONG STATE HIGHWAY 3052, 2.57 MILES
 BJ2568'FROM THE U. S. HIGHWAY 90 AND SOUTHERN PACIFIC RAILROAD INTERCHANGE
 BJ2568'AND OVERPASS IN BROUSSARD.  THE STATION IS SET ON THE EAST SIDE OF
 BJ2568'STATE HIGHWAY 3052, 2.10 FEET EAST OF A METAL WITNESS POST AND
 BJ2568'SIGN, 5.25 FEET NORTHWEST OF A POWER POLE, 58.60 FEET NORTHWEST OF
 BJ2568'A 48 INCH LIVE OAK TREE, 102.85 FEET EAST OF THE CENTERLINE OF
 BJ2568'THE NORTH BOUND LANE OF STATE HIGHWAY 3052 AND 66.0 FEET EAST OF
 BJ2568'THE SOUTH HEADWALL ON A SIDE DRAIN.
 BJ2568'
 BJ2568'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2568'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ2568'GROUND.  STATION IS STAMPED 28A005.
 BJ2568'
 BJ2568'TO REACH THIS STATION FROM THE U. S. HIGHWAY 90 AND SOUTHERN PACIFIC
 BJ2568'RAILROAD INTERCHANGE, TRAVEL SOUTH ON STATE HIGHWAY 3052 FOR 2.57
 BJ2568'MILES TO THE STATION WHICH IS SET ON THE EAST SIDE OF THE HIGHWAY.
 BJ2568'
 BJ2568'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2568
 BJ2568                          STATION RECOVERY (1968)
 BJ2568
 BJ2568'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BJ2568'2.57 MI S FROM BROUSSARD.
 BJ2568'THIS STATION IS LOCATED SOUTH ALONG LOUISIANA HIGHWAY 3052, 2.57 MILES
 BJ2568'FROM THE U. S. HIGHWAY 90 AND SOUTHERN PACIFIC RAILROAD INTERCHANGE
 BJ2568'AND OVERPASS IN BROUSSARD.  THE STATION IS SET ON THE EAST SIDE OF
 BJ2568'LOUISIANA HIGHWAY 3052, 2.10 FEET EAST OF A METAL WITNESS POST AND
 BJ2568'SIGN, 5.25 FEET NORTHWEST OF A POWER POLE, 58.60 FEET NORTHWEST OF A
 BJ2568'48 INCH LIVE OAK TREE, 102.85 FEET EAST OF THE CENTERLINE OF THE NORTH
 BJ2568'BOUND LANE OF LOUISIANA HIGHWAY 3052 AND 66.0 FEET EAST OF THE SOUTH
 BJ2568'HEADWALL ON A SIDE DRAIN.  THE STATION IS MARKED BY A STANDARD BRONZE
 BJ2568'DISK SET IN A ROUND CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE
 BJ2568'THE SURFACE OF THE GROUND.  STATION IS STAMPED 28A005. NOTE-- TO REACH
 BJ2568'THIS STATION FROM THE U. S. HIGHWAY 90 AND SOUTHERN PACIFIC RAILROAD
 BJ2568'INTERCHANGE, TRAVEL SOUTH ON LOUISIANA HIGHWAY 3052 FOR 2.57 MILES TO
 BJ2568'THE STATION WHICH IS SET ON THE EAST SIDE OF THE HIGHWAY.
 BJ2568
 BJ2568                          STATION RECOVERY (1979)
 BJ2568
 BJ2568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BJ2568'R/W FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2567 ***********************************************************************
 BJ2567  DESIGNATION -  28 A 006 LADH
 BJ2567  PID         -  BJ2567
 BJ2567  STATE/COUNTY-  LA/LAFAYETTE
 BJ2567  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ2567
 BJ2567                         *CURRENT SURVEY CONTROL
 BJ2567  ___________________________________________________________________
 BJ2567* NAD 83(1992)-  30 07 02.72602(N)    091 56 38.13703(W)     ADJUSTED  
 BJ2567* NAVD 88     -         9.13   (+/-2cm)      30.0  **(feet)  VERTCON   
 BJ2567  **This station is located in a subsidence area (see below).
 BJ2567  ___________________________________________________________________
 BJ2567  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2567  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2567
 BJ2567  HORZ ORDER  -  SECOND
 BJ2567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2567
 BJ2567.The horizontal coordinates were established by classical geodetic methods
 BJ2567.and adjusted by the National Geodetic Survey in January 1993..
 BJ2567
 BJ2567 ** The orthometric height has not been validated since last determined
 BJ2567 ** by differential leveling and should not be used for control purposes.
 BJ2567 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2567 ** area with valid NAVD 88 orthometric heights.
 BJ2567 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2567 ** epoch indicated which incorporates improved geoid heights for the
 BJ2567 ** Southern Louisiana Subsidence area.
 BJ2567 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2567.The vertical order pertains to the NGVD 29 superseded value.
 BJ2567
 BJ2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2567
 BJ2567.The geoid height was determined by GEOID03.
 BJ2567
 BJ2567;                    North         East     Units Scale Factor Converg.
 BJ2567;SPC LA S     -   179,439.063   941,160.102   MT  0.99992780   -0 18 19.1
 BJ2567;SPC LA S     -   588,709.66  3,087,789.43   sFT  0.99992780   -0 18 19.1
 BJ2567;UTM  15      - 3,332,267.494   601,738.555   MT  0.99972770   +0 31 47.8
 BJ2567
 BJ2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2567!SPC LA S     -   1.00000283  x   0.99992780  =   0.99993063
 BJ2567!UTM  15      -   1.00000283  x   0.99972770  =   0.99973053
 BJ2567
 BJ2567:                Primary Azimuth Mark                     Grid Az
 BJ2567:SPC LA S     -  28 A 007 LDH 1967                        357 10 13.9
 BJ2567:UTM  15      -  28 A 007 LDH 1967                        356 20 07.0
 BJ2567
 BJ2567|---------------------------------------------------------------------|
 BJ2567| PID    Reference Object                     Distance      Geod. Az  |
 BJ2567|                                                           dddmmss.s |
 BJ2567| BJ5166 28 A 007 LDH 1967                   APPROX. 1.5 KM 3565154.8 |
 BJ2567|---------------------------------------------------------------------|
 BJ2567
 BJ2567                          SUPERSEDED SURVEY CONTROL
 BJ2567
 BJ2567  NAD 83(1986)-  30 07 02.74611(N)    091 56 38.13109(W) AD(       ) 2
 BJ2567  NAD 27      -  30 07 02.02011(N)    091 56 37.70472(W) AD(       ) 2
 BJ2567  NGVD 29 (??/??/??)    9.138  (m)           29.98   (f) ADJUSTED    2 0
 BJ2567
 BJ2567.Superseded values are not recommended for survey control.
 BJ2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2567.See file dsdata.txt to determine how the superseded data were derived.
 BJ2567
 BJ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0173932267(NAD 83)
 BJ2567_MARKER: DD = SURVEY DISK
 BJ2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2567_STAMPING: 28A006
 BJ2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2567+STABILITY: SURFACE MOTION
 BJ2567
 BJ2567  HISTORY     - Date     Condition        Report By
 BJ2567  HISTORY     - 1967     MONUMENTED       LADH
 BJ2567  HISTORY     - 1968     GOOD             LADTD
 BJ2567  HISTORY     - 1979     MARK NOT FOUND   USGS
 BJ2567  HISTORY     - 20030512 MARK NOT FOUND   USPSQD
 BJ2567
 BJ2567                          STATION DESCRIPTION
 BJ2567
 BJ2567'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RTL)
 BJ2567'THIS STATION IS LOCATED SOUTH ALONG STATE HIGHWAY 3052, 1.29 MILES
 BJ2567'FROM THE U. S. HIGHWAY 90 AND STATE HIGHWAY 3052 INTERCHANGE IN
 BJ2567'BROUSSARD.  THE STATION IS SET ON THE WEST SIDE OF THE HIGHWAY NEAR
 BJ2567'A FENCE AND A GAP IN THE FENCE, 1.95 FEET WEST OF A METAL WITNESS
 BJ2567'POST AND SIGN, 2.50 FEET EAST OF THE WEST RIGHT OF WAY FENCE,
 BJ2567'102.35 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF STATE
 BJ2567'HIGHWAY 3052, AND 127.0 FEET NORTH OF A POWER POLE IN THE RIGHT OF
 BJ2567'WAY FENCE.
 BJ2567'
 BJ2567'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2567'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BJ2567'OF THE GROUND.  STATION IS STAMPED 28A006.
 BJ2567'
 BJ2567'TO REACH THIS STATION FROM THE INTERCHANGE IN BROUSSARD, FOLLOW
 BJ2567'STATE HIGHWAY 3052 SOUTH FOR 1.29 MILES TO THE STATION WHICH IS SET
 BJ2567'ON THE WEST SIDE OF THE HIGHWAY.
 BJ2567'
 BJ2567'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2567
 BJ2567                          STATION RECOVERY (1968)
 BJ2567
 BJ2567'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BJ2567'1.29 MI S FROM BROUSSARD.
 BJ2567'THIS STATION IS LOCATED SOUTH ALONG LOUISIANA HIGHWAY 3052, 1.29 MILES
 BJ2567'FROM THE U. S. HIGHWAY 90 AND LOUISIANA HIGHWAY 3052 INTERCHANGE IN
 BJ2567'BROUSSARD.  THE STATION IS SET ON THE WEST SIDE OF THE HIGHWAY NEAR A
 BJ2567'FENCE AND A GAP IN THE FENCE, 1.95 FEET WEST OF A METAL WITNESS POST
 BJ2567'AND SIGN, 2.50 FEET EAST OF THE WEST RIGHT OF WAY FENCE, 102.35 FEET
 BJ2567'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF LOUISIANA HIGHWAY
 BJ2567'3052, AND 127.0 FEET NORTH OF A POWER POLE IN THE RIGHT OF WAY FENCE.
 BJ2567'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2567'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ2567'THE GROUND.  STATION IS STAMPED 28A006.  NOTE-- TO REACH THIS STATION
 BJ2567'FROM THE INTERCHANGE IN BROUSSARD, FOLLOW LOUISIANA HIGHWAY 3052 SOUTH
 BJ2567'FOR 1.29 MILES TO THE STATION WHICH IS SET ON THE WEST SIDE OF THE
 BJ2567'HIGHWAY.
 BJ2567
 BJ2567                          STATION RECOVERY (1979)
 BJ2567
 BJ2567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BJ2567'MARK NOT FOUND.
 BJ2567
 BJ2567                          STATION RECOVERY (2003)
 BJ2567
 BJ2567'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BJ2567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5166 ***********************************************************************
 BJ5166  DESIGNATION -  28 A 007 LDH 1967
 BJ5166  PID         -  BJ5166
 BJ5166  STATE/COUNTY-  LA/LAFAYETTE
 BJ5166  USGS QUAD   -  BROUSSARD (1983)
 BJ5166
 BJ5166                         *CURRENT SURVEY CONTROL
 BJ5166  ___________________________________________________________________
 BJ5166* NAD 83(1992)-  30 07 50.48024(N)    091 56 41.14579(W)     ADJUSTED  
 BJ5166* NAVD 88     -        19.1  **(meters)      63.   **(feet)  VERTCON   
 BJ5166  **This station is located in a subsidence area (see below).
 BJ5166  ___________________________________________________________________
 BJ5166  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5166  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5166
 BJ5166  HORZ ORDER  -  SECOND
 BJ5166
 BJ5166.The horizontal coordinates were established by classical geodetic methods
 BJ5166.and adjusted by the National Geodetic Survey in January 1993..
 BJ5166
 BJ5166 ** The orthometric height has not been validated since last determined
 BJ5166 ** by differential leveling and should not be used for control purposes.
 BJ5166 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5166 ** area with valid NAVD 88 orthometric heights.
 BJ5166 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5166 ** epoch indicated which incorporates improved geoid heights for the
 BJ5166 ** Southern Louisiana Subsidence area.
 BJ5166 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5166
 BJ5166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5166
 BJ5166.The geoid height was determined by GEOID03.
 BJ5166
 BJ5166;                    North         East     Units Scale Factor Converg.
 BJ5166;SPC LA S     -   180,909.858   941,087.410   MT  0.99992830   -0 18 20.6
 BJ5166;SPC LA S     -   593,535.09  3,087,550.94   sFT  0.99992830   -0 18 20.6
 BJ5166;UTM  15      - 3,333,736.779   601,644.446   MT  0.99972746   +0 31 47.1
 BJ5166
 BJ5166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5166!SPC LA S     -   1.00000127  x   0.99992830  =   0.99992957
 BJ5166!UTM  15      -   1.00000127  x   0.99972746  =   0.99972873
 BJ5166
 BJ5166:                Primary Azimuth Mark                     Grid Az
 BJ5166:SPC LA S     -  28 A 006 LADH                            177 10 13.9
 BJ5166:UTM  15      -  28 A 006 LADH                            176 20 06.2
 BJ5166
 BJ5166|---------------------------------------------------------------------|
 BJ5166| PID    Reference Object                     Distance      Geod. Az  |
 BJ5166|                                                           dddmmss.s |
 BJ5166| BJ2567 28 A 006 LADH                       APPROX. 1.5 KM 1765153.3 |
 BJ5166|---------------------------------------------------------------------|
 BJ5166
 BJ5166                          SUPERSEDED SURVEY CONTROL
 BJ5166
 BJ5166  NAD 83(1986)-  30 07 50.50031(N)    091 56 41.13982(W) AD(       ) 2
 BJ5166  NAD 27      -  30 07 49.77452(N)    091 56 40.71375(W) AD(       ) 2
 BJ5166  NGVD 29 (07/19/86)   19.1    (m)           63.     (f) VERT ANG       
 BJ5166
 BJ5166.Superseded values are not recommended for survey control.
 BJ5166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5166.See file dsdata.txt to determine how the superseded data were derived.
 BJ5166
 BJ5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0164433737(NAD 83)
 BJ5166_MARKER: DD = SURVEY DISK
 BJ5166_SETTING: 0 = UNSPECIFIED SETTING
 BJ5166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5166+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 BJ5166
 BJ5166  HISTORY     - Date     Condition        Report By
 BJ5166  HISTORY     - 1967     MONUMENTED       LADH
 BJ5166  HISTORY     - 19950401 GOOD             USPSQD
 BJ5166  HISTORY     - 20030512 GOOD             USPSQD
 BJ5166  HISTORY     - 20040918 GOOD             USPSQD
 BJ5166  HISTORY     - 20060715 GOOD             USPSQD
 BJ5166
 BJ5166                          STATION DESCRIPTION
 BJ5166
 BJ5166'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ5166'THIS STATION IS SET IN THE SOUTH BOUND OVERPASS ON THE STATE HIGHWAY
 BJ5166'3052 AND U. S. HIGHWAY 90 INTERCHANGE SOUTHEAST OF THE TOWN OF
 BJ5166'BROUSSARD.
 BJ5166'
 BJ5166'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE CURB ON
 BJ5166'THE WEST SIDE OF THE OVERPASS, 355.0 FEET NORTH OF THE SOUTH END OF
 BJ5166'THE OVERPASS, AND 14.0 FEET WEST OF THE CENTERLINE OF THE ROADWAY.
 BJ5166'
 BJ5166'TO REACH THIS STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BJ5166'STATE HIGHWAY 182 IN LAFAYETTE, FOLLOW U. S. HIGHWAY 90 SOUTH FOR
 BJ5166'6.3 MILES TO THE STATION WHICH IS SET IN THE OVERPASS.  STATION IS
 BJ5166'STAMPED 28A007.
 BJ5166'
 BJ5166'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5166
 BJ5166                          STATION RECOVERY (1995)
 BJ5166
 BJ5166'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5166'RECOVERED IN GOOD CONDITION.
 BJ5166
 BJ5166                          STATION RECOVERY (2003)
 BJ5166
 BJ5166'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BJ5166'RECOVERED IN GOOD CONDITION.
 BJ5166
 BJ5166                          STATION RECOVERY (2004)
 BJ5166
 BJ5166'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BJ5166' 
 BJ5166' 
 BJ5166
 BJ5166                          STATION RECOVERY (2006)
 BJ5166
 BJ5166'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLA)
 BJ5166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5167 ***********************************************************************
 BJ5167  DESIGNATION -  28 A 008 LDH 1967
 BJ5167  PID         -  BJ5167
 BJ5167  STATE/COUNTY-  LA/LAFAYETTE
 BJ5167  USGS QUAD   -  BROUSSARD (1983)
 BJ5167
 BJ5167                         *CURRENT SURVEY CONTROL
 BJ5167  ___________________________________________________________________
 BJ5167* NAD 83(1992)-  30 08 56.72589(N)    091 56 54.90449(W)     ADJUSTED  
 BJ5167* NAVD 88     -        11.9  **(meters)      39.   **(feet)  VERTCON   
 BJ5167  **This station is located in a subsidence area (see below).
 BJ5167  ___________________________________________________________________
 BJ5167  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5167  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5167
 BJ5167  HORZ ORDER  -  SECOND
 BJ5167
 BJ5167.The horizontal coordinates were established by classical geodetic methods
 BJ5167.and adjusted by the National Geodetic Survey in January 1993..
 BJ5167
 BJ5167 ** The orthometric height has not been validated since last determined
 BJ5167 ** by differential leveling and should not be used for control purposes.
 BJ5167 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5167 ** area with valid NAVD 88 orthometric heights.
 BJ5167 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5167 ** epoch indicated which incorporates improved geoid heights for the
 BJ5167 ** Southern Louisiana Subsidence area.
 BJ5167 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5167
 BJ5167.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5167
 BJ5167.The geoid height was determined by GEOID03.
 BJ5167
 BJ5167;                    North         East     Units Scale Factor Converg.
 BJ5167;SPC LA S     -   182,951.557   940,730.120   MT  0.99992908   -0 18 27.5
 BJ5167;SPC LA S     -   600,233.57  3,086,378.74   sFT  0.99992908   -0 18 27.5
 BJ5167;UTM  15      - 3,335,772.639   601,257.497   MT  0.99972649   +0 31 41.2
 BJ5167
 BJ5167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5167!SPC LA S     -   1.00000241  x   0.99992908  =   0.99993149
 BJ5167!UTM  15      -   1.00000241  x   0.99972649  =   0.99972890
 BJ5167
 BJ5167:                Primary Azimuth Mark                     Grid Az
 BJ5167:SPC LA S     -  28 A 009 LADH                            294 40 43.7
 BJ5167:UTM  15      -  28 A 009 LADH                            293 50 35.0
 BJ5167
 BJ5167|---------------------------------------------------------------------|
 BJ5167| PID    Reference Object                     Distance      Geod. Az  |
 BJ5167|                                                           dddmmss.s |
 BJ5167| BJ2135 28 A 009 LADH                       APPROX. 2.1 KM 2942216.2 |
 BJ5167|---------------------------------------------------------------------|
 BJ5167
 BJ5167                          SUPERSEDED SURVEY CONTROL
 BJ5167
 BJ5167  NAD 83(1986)-  30 08 56.74601(N)    091 56 54.89852(W) AD(       ) 2
 BJ5167  NAD 27      -  30 08 56.02071(N)    091 56 54.47248(W) AD(       ) 2
 BJ5167  NGVD 29 (07/19/86)   11.9    (m)           39.     (f) VERT ANG       
 BJ5167
 BJ5167.Superseded values are not recommended for survey control.
 BJ5167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5167.See file dsdata.txt to determine how the superseded data were derived.
 BJ5167
 BJ5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0125735773(NAD 83)
 BJ5167_MARKER: DD = SURVEY DISK
 BJ5167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5167+STABILITY: SURFACE MOTION
 BJ5167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5167+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BJ5167
 BJ5167  HISTORY     - Date     Condition        Report By
 BJ5167  HISTORY     - 1967     MONUMENTED       LADH
 BJ5167  HISTORY     - 1969     GOOD             CGS
 BJ5167  HISTORY     - 19950401 GOOD             USPSQD
 BJ5167  HISTORY     - 20030512 GOOD             USPSQD
 BJ5167  HISTORY     - 20040918 GOOD             USPSQD
 BJ5167  HISTORY     - 20060803 GOOD             USPSQD
 BJ5167
 BJ5167                          STATION DESCRIPTION
 BJ5167
 BJ5167'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ5167'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 90, 1.20 MILES
 BJ5167'FROM THE INTERCHANGE ON STATE HIGHWAY 3052 AND THE RAILROAD BRIDGE
 BJ5167'OVER THE SOUTHERN PACIFIC RAILROAD.  THE STATION IS SET EAST OF
 BJ5167'U. S. HIGHWAY 90 AND A BLACKTOP ROAD LEADING TO GIROUARDS RANCH,
 BJ5167'2.0 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 2.35 FEET WEST OF
 BJ5167'THE EAST RIGHT OF WAY FENCE, 48.6 FEET SOUTH OF THE CENTERLINE OF
 BJ5167'THE BLACKTOP ROAD, 13.55 SOUTHWEST OF A POWER POLE, 102.60 FEET
 BJ5167'EAST OF THE CENTERLINE OF THE NORTH BOUND LAND OF U. S. HIGHWAY
 BJ5167'90.
 BJ5167'
 BJ5167'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 BJ5167'POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 BJ5167'GROUND.  STATION IS STAMPED 28A008.
 BJ5167'
 BJ5167'TO REACH THIS STATION FROM THE U. S. HIGHWAY 90 AND STATE HIGHWAY
 BJ5167'3052 INTERCHANGE AND SOUTHERN PACIFIC RAILROAD BRIDGE, FOLLOW U. S.
 BJ5167'HIGHWAY 90 NORTH FOR 1.28 MILES TO THE STATION WHICH IS SET ON THE
 BJ5167'EAST SIDE OF THE HIGHWAY.
 BJ5167'
 BJ5167'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5167
 BJ5167                          STATION RECOVERY (1969)
 BJ5167
 BJ5167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5167'THE STATION MARK IS A BRONZE STATION MARK DISK OF THE COAST AND
 BJ5167'GEODETIC SURVEY AND THE LOUISIANA DEPARTMENT OF HIGHWAYS, STAMPED
 BJ5167'28A008 1967, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BJ5167'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BJ5167'IT IS 104 FEET NORTHEAST OF THE WEST BOUND TRAFFIC LANE OF U. S.
 BJ5167'HIGHWAY 90, 60 FEET SOUTHEAST OF THE CENTER OF A PAVED ROAD, 14
 BJ5167'FEET SOUTHEAST OF POWER POLE NUMBER 4112, 2.5 FEET SOUTHWEST OF A
 BJ5167'FENCE AND 2.3 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 BJ5167'ATTACHED
 BJ5167'
 BJ5167'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND
 BJ5167'AND U. S. HIGHWAY 167 IN THE SOUTHEAST SECTION OF LAFAYETTE, GO
 BJ5167'SOUTH ON HIGHWAY 90 FOR 0.6 MILE TO A CROSS STREET, PINHOOK STREET
 BJ5167'CONTINUE SOUTH ON HIGHWAY 90 FOR 6.2 MILES TO THE STATION ON THE
 BJ5167'LEFT.
 BJ5167'
 BJ5167'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BJ5167'BROUSSARD, DISTANCE BEING 82.456 METERS SOUTHWEST.
 BJ5167
 BJ5167                          STATION RECOVERY (1995)
 BJ5167
 BJ5167'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5167'RECOVERED IN GOOD CONDITION.
 BJ5167
 BJ5167                          STATION RECOVERY (2003)
 BJ5167
 BJ5167'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BJ5167'RECOVERED IN GOOD CONDITION.
 BJ5167
 BJ5167                          STATION RECOVERY (2004)
 BJ5167
 BJ5167'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BJ5167' 
 BJ5167' 
 BJ5167
 BJ5167                          STATION RECOVERY (2006)
 BJ5167
 BJ5167'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BJ5167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2135 ***********************************************************************
 BJ2135  DESIGNATION -  28 A 009 LADH
 BJ2135  PID         -  BJ2135
 BJ2135  STATE/COUNTY-  LA/LAFAYETTE
 BJ2135  USGS QUAD   -  BROUSSARD (1983)
 BJ2135
 BJ2135                         *CURRENT SURVEY CONTROL
 BJ2135  ___________________________________________________________________
 BJ2135* NAD 83(1992)-  30 09 24.65643(N)    091 58 05.86654(W)     ADJUSTED  
 BJ2135* NAVD 88     -        10.   **(meters)      33.   **(feet)  SCALED    
 BJ2135  **This station is located in a subsidence area (see below).
 BJ2135  ___________________________________________________________________
 BJ2135  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ2135  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ2135  DYNAMIC HT  -          10.3   (meters)      34.    (feet)  COMP
 BJ2135  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 BJ2135
 BJ2135  HORZ ORDER  -  SECOND
 BJ2135  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2135
 BJ2135.The horizontal coordinates were established by classical geodetic methods
 BJ2135.and adjusted by the National Geodetic Survey in January 1993..
 BJ2135
 BJ2135 ** The orthometric height has not been validated since last determined
 BJ2135 ** by differential leveling and should not be used for control purposes.
 BJ2135 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2135 ** area with valid NAVD 88 orthometric heights.
 BJ2135 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2135 ** epoch indicated which incorporates improved geoid heights for the
 BJ2135 ** Southern Louisiana Subsidence area.
 BJ2135 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2135.The orthometric height was scaled from a topographic map.
 BJ2135.The vertical order pertains to the first NAVD 88 superseded value.
 BJ2135
 BJ2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2135
 BJ2135.The geoid height was determined by GEOID03.
 BJ2135
 BJ2135.The dynamic height is computed by dividing the NAVD 88
 BJ2135.geopotential number by the normal gravity value computed on the
 BJ2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2135.degrees latitude (g = 980.6199 gals.).
 BJ2135
 BJ2135.The modeled gravity was interpolated from observed gravity values.
 BJ2135
 BJ2135;                    North         East     Units Scale Factor Converg.
 BJ2135;SPC LA S     -   183,821.909   938,835.991   MT  0.99992943   -0 19 03.0
 BJ2135;SPC LA S     -   603,089.05  3,080,164.41   sFT  0.99992943   -0 19 03.0
 BJ2135;UTM  15      - 3,336,615.096   599,351.266   MT  0.99972178   +0 31 06.0
 BJ2135
 BJ2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2135!SPC LA S     -   1.00000265  x   0.99992943  =   0.99993208
 BJ2135!UTM  15      -   1.00000265  x   0.99972178  =   0.99972443
 BJ2135
 BJ2135:                Primary Azimuth Mark                     Grid Az
 BJ2135:SPC LA S     -  28 A 010 LADH                            327 02 06.7
 BJ2135:UTM  15      -  28 A 010 LADH                            326 11 57.7
 BJ2135
 BJ2135|---------------------------------------------------------------------|
 BJ2135| PID    Reference Object                     Distance      Geod. Az  |
 BJ2135|                                                           dddmmss.s |
 BJ2135| BJ2132 28 A 010 LADH                       APPROX. 1.5 KM 3264303.7 |
 BJ2135|---------------------------------------------------------------------|
 BJ2135
 BJ2135                          SUPERSEDED SURVEY CONTROL
 BJ2135
 BJ2135  NAD 83(1986)-  30 09 24.67654(N)    091 58 05.86064(W) AD(       ) 2
 BJ2135  NAD 27      -  30 09 23.95131(N)    091 58 05.43203(W) AD(       ) 2
 BJ2135  NAVD 88 (06/15/91)   10.378  (m)           34.05   (f) UNKNOWN     1 1
 BJ2135  NGVD 29 (??/??/??)   10.373  (m)           34.03   (f) ADJUSTED    1 1
 BJ2135
 BJ2135.Superseded values are not recommended for survey control.
 BJ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2135.See file dsdata.txt to determine how the superseded data were derived.
 BJ2135
 BJ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9935136615(NAD 83)
 BJ2135_MARKER: DE = TRAVERSE STATION DISK
 BJ2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2135_STAMPING: 28A009
 BJ2135_MARK LOGO: LADH  
 BJ2135_PROJECTION: RECESSED 12 CENTIMETERS
 BJ2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2135+STABILITY: SURFACE MOTION
 BJ2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2135+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BJ2135
 BJ2135  HISTORY     - Date     Condition        Report By
 BJ2135  HISTORY     - 1967     MONUMENTED       LADH
 BJ2135  HISTORY     - 1970     GOOD             NGS
 BJ2135  HISTORY     - 1982     GOOD             NGS
 BJ2135  HISTORY     - 19910819 GOOD             USPSQD
 BJ2135  HISTORY     - 19950414 GOOD             USPSQD
 BJ2135  HISTORY     - 20020522 GOOD             JCLS
 BJ2135  HISTORY     - 20050615 GOOD             USPSQD
 BJ2135  HISTORY     - 20060803 GOOD             USPSQD
 BJ2135
 BJ2135                          STATION DESCRIPTION
 BJ2135
 BJ2135'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ2135'THIS STATION IS LOCATED SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD
 BJ2135'NEAR U. S. HIGHWAY 90.  THE STATION IS 10.20 FEET EAST OF THE EAST
 BJ2135'RAIL OF THE MAIN LINE OF THE SOUTHERN PACIFIC RAILROAD, 2.30 FEET
 BJ2135'WEST OF A METAL WITNESS POST AND SIGN, 40.40 FEET SOUTHWEST OF
 BJ2135'MILE POST NO. 139, 130.0 FEET NORTH OF A CROSSING ON THE RAILROAD,
 BJ2135'AND ABOUT 200 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 BJ2135'LANE OF THE NEW U. S. HIGHWAY 90.
 BJ2135'
 BJ2135'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2135'CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ2135'STATION IS STAMPED 28A009.
 BJ2135'
 BJ2135'TO REACH THIS STATION FROM THE INTERCHANGE AND RAILROAD BRIDGE ON
 BJ2135'U. S. HIGHWAY 90 AND STATE HIGHWAY 3052 IN BROUSSARD, FOLLOW U. S.
 BJ2135'HIGHWAY 90 NORTH FOR 2.21 MILES TO THE STATION WHICH IS SET ON THE
 BJ2135'WEST SIDE OF THE HIGHWAY NEAR THE SOUTHERN PACIFIC RAILROAD.
 BJ2135'
 BJ2135'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2135
 BJ2135                          STATION RECOVERY (1970)
 BJ2135
 BJ2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2135'0.6 MI NW FROM BROUSSARD.
 BJ2135'ABOUT 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2135'STATION AT BROUSSARD, 132 FEET NORTHWEST OF THE CENTER OF A CROSSING
 BJ2135'OF THE RAILROAD AND A PRIVATE ROAD, 40.7 FEET SOUTHEAST OF MILEPOST
 BJ2135'139, 10 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 11 FEET SOUTHWEST OF
 BJ2135'A ROW OF POLES, 2.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 BJ2135'1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 BJ2135'CONCRETE POST WHICH IS 5 INCHES BELOW THE SURFACE OF THE BALLAST.
 BJ2135'SECTION 57, T 10S, R 5E.
 BJ2135
 BJ2135                          STATION RECOVERY (1982)
 BJ2135
 BJ2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ2135'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.9 KILOMETER
 BJ2135'(0.55 MILE) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2135'CROSSING OF MORGAN STREET IN BROUSSARD, TO THE MARK ON THE RIGHT,
 BJ2135'3.20 METERS (10.5 FEET) NORTHEAST OF THE NORTHEAST RAIL, 12.41 METERS
 BJ2135'(40.7 FEET) SOUTHEAST OF MILE POST 139, 3.35 METERS (11.0 FEET)
 BJ2135'SOUTHWEST OF A ROW OF UTILITY POLES.
 BJ2135'THE MARK IS 0.70 METERS  SW FROM A WITNESS POST.
 BJ2135'THE MARK IS 0.76 M BELOW TRACKS.
 BJ2135
 BJ2135                          STATION RECOVERY (1991)
 BJ2135
 BJ2135'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWN)
 BJ2135'RECOVERED IN GOOD CONDITION.
 BJ2135
 BJ2135                          STATION RECOVERY (1995)
 BJ2135
 BJ2135'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ2135'RECOVERED IN GOOD CONDITION.
 BJ2135
 BJ2135                          STATION RECOVERY (2002)
 BJ2135
 BJ2135'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 BJ2135'RECOVERED IN GOOD CONDITION.
 BJ2135
 BJ2135                          STATION RECOVERY (2005)
 BJ2135
 BJ2135'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLW)
 BJ2135'RECOVERED IN GOOD CONDITION.
 BJ2135
 BJ2135                          STATION RECOVERY (2006)
 BJ2135
 BJ2135'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BJ2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2132 ***********************************************************************
 BJ2132  DESIGNATION -  28 A 010 LADH
 BJ2132  PID         -  BJ2132
 BJ2132  STATE/COUNTY-  LA/LAFAYETTE
 BJ2132  USGS QUAD   -  BROUSSARD (1983)
 BJ2132
 BJ2132                         *CURRENT SURVEY CONTROL
 BJ2132  ___________________________________________________________________
 BJ2132* NAD 83(1992)-  30 10 04.96716(N)    091 58 36.32079(W)     ADJUSTED  
 BJ2132* NAVD 88     -        10.   **(meters)      33.   **(feet)  SCALED    
 BJ2132  **This station is located in a subsidence area (see below).
 BJ2132  ___________________________________________________________________
 BJ2132  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ2132  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ2132  DYNAMIC HT  -          10.3   (meters)      34.    (feet)  COMP
 BJ2132  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 BJ2132
 BJ2132  HORZ ORDER  -  SECOND
 BJ2132  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2132
 BJ2132.The horizontal coordinates were established by classical geodetic methods
 BJ2132.and adjusted by the National Geodetic Survey in January 1993..
 BJ2132
 BJ2132 ** The orthometric height has not been validated since last determined
 BJ2132 ** by differential leveling and should not be used for control purposes.
 BJ2132 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2132 ** area with valid NAVD 88 orthometric heights.
 BJ2132 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2132 ** epoch indicated which incorporates improved geoid heights for the
 BJ2132 ** Southern Louisiana Subsidence area.
 BJ2132 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2132.The orthometric height was scaled from a topographic map.
 BJ2132.The vertical order pertains to the first NAVD 88 superseded value.
 BJ2132
 BJ2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2132
 BJ2132.The geoid height was determined by GEOID03.
 BJ2132
 BJ2132.The dynamic height is computed by dividing the NAVD 88
 BJ2132.geopotential number by the normal gravity value computed on the
 BJ2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2132.degrees latitude (g = 980.6199 gals.).
 BJ2132
 BJ2132.The modeled gravity was interpolated from observed gravity values.
 BJ2132
 BJ2132;                    North         East     Units Scale Factor Converg.
 BJ2132;SPC LA S     -   185,067.640   938,028.091   MT  0.99992998   -0 19 18.2
 BJ2132;SPC LA S     -   607,176.08  3,077,513.83   sFT  0.99992998   -0 19 18.2
 BJ2132;UTM  15      - 3,337,848.650   598,525.450   MT  0.99971976   +0 30 51.3
 BJ2132
 BJ2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2132!SPC LA S     -   1.00000266  x   0.99992998  =   0.99993264
 BJ2132!UTM  15      -   1.00000266  x   0.99971976  =   0.99972242
 BJ2132
 BJ2132:                Primary Azimuth Mark                     Grid Az
 BJ2132:SPC LA S     -  28 A 011 LADH                            318 42 22.0
 BJ2132:UTM  15      -  28 A 011 LADH                            317 52 12.5
 BJ2132
 BJ2132|---------------------------------------------------------------------|
 BJ2132| PID    Reference Object                     Distance      Geod. Az  |
 BJ2132|                                                           dddmmss.s |
 BJ2132| BJ2130 28 A 011 LADH                       APPROX. 1.1 KM 3182303.8 |
 BJ2132|---------------------------------------------------------------------|
 BJ2132
 BJ2132                          SUPERSEDED SURVEY CONTROL
 BJ2132
 BJ2132  NAD 83(1986)-  30 10 04.98724(N)    091 58 36.31493(W) AD(       ) 2
 BJ2132  NAD 27      -  30 10 04.26263(N)    091 58 35.88552(W) AD(       ) 2
 BJ2132  NAVD 88 (06/15/91)   10.314  (m)           33.84   (f) UNKNOWN     1 1
 BJ2132  NGVD 29 (??/??/??)   10.309  (m)           33.82   (f) ADJUSTED    1 1
 BJ2132
 BJ2132.Superseded values are not recommended for survey control.
 BJ2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2132.See file dsdata.txt to determine how the superseded data were derived.
 BJ2132
 BJ2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9852537849(NAD 83)
 BJ2132_MARKER: DE = TRAVERSE STATION DISK
 BJ2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2132_STAMPING: 28A010
 BJ2132_MARK LOGO: LADH  
 BJ2132_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2132+STABILITY: SURFACE MOTION
 BJ2132
 BJ2132  HISTORY     - Date     Condition        Report By
 BJ2132  HISTORY     - 1967     MONUMENTED       LADH
 BJ2132  HISTORY     - 1970     GOOD             NGS
 BJ2132  HISTORY     - 1982     GOOD             NGS
 BJ2132  HISTORY     - 19910819 MARK NOT FOUND   USPSQD
 BJ2132  HISTORY     - 19950414 MARK NOT FOUND   USPSQD
 BJ2132
 BJ2132                          STATION DESCRIPTION
 BJ2132
 BJ2132'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ2132'THIS STATION IS LOCATED SOUTH ALONG THE NEW U. S. HIGHWAY 90, 4.30
 BJ2132'MILES FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY
 BJ2132'182 IN LAFAYETTE.  THE STATION IS SET ON THE EAST SIDE OF THE
 BJ2132'HIGHWAY NEAR A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST AND
 BJ2132'SIGN, 2.65 FEET WEST OF A FENCE, 40.0 FEET SOUTH OF A POWER POLE
 BJ2132'IN THE FENCE, 6.10 FEET SOUTH OF A TELEPHONE JUNCTION 604 TO
 BJ2132'UNDERGROUND CABLE, AND 102.0 FEET EAST OF THE NORTH BOUND LANE
 BJ2132'OF U. S. HIGHWAY 90.
 BJ2132'
 BJ2132'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 BJ2132'POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 BJ2132'GROUND.  STATION IS STAMPED 28A010.
 BJ2132'
 BJ2132'TO REACH THIS STATION FROM THE LAFAYETTE, FOLLOW U. S. HIGHWAY 90
 BJ2132'SOUTH FOR 4.30 MILES TO THE STATION WHICH IS SET ON THE EAST SIDE
 BJ2132'OF THE HIGHWAY.
 BJ2132'
 BJ2132'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2132
 BJ2132                          STATION RECOVERY (1970)
 BJ2132
 BJ2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2132'1.6 MI NW FROM BROUSSARD.
 BJ2132'ABOUT 1.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2132'STATION AT BROUSSARD, 4 1/2 POLES SOUTHEAST OF MILEPOST 140, 108 YARDS
 BJ2132'NORTHEAST AND ACROSS U.S. HIGHWAY 90 FROM THE NORTHEAST RAIL, 102 1/2
 BJ2132'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST TRAFFIC LANE OF THE
 BJ2132'HIGHWAY, 40 FEET SOUTHEAST OF A POWER POLE WHICH BEARS A TRANSFORMER,
 BJ2132'6.2 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE MARKER, 2 1/2
 BJ2132'FEET SOUTHWEST OF A FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 BJ2132'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BJ2132'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND. SECTION 54, T
 BJ2132'10S, R 5E.
 BJ2132
 BJ2132                          STATION RECOVERY (1982)
 BJ2132
 BJ2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ2132'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.5 KILOMETERS
 BJ2132'(1.55 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2132'CROSSING OF MORGAN STREET IN BROUSSARD, TO THE MARK ON THE RIGHT,
 BJ2132'98.76 METERS (324.0 FEET) NORTHEAST AND ACROSS U.S. HIGHWAY 90 FROM
 BJ2132'THE NORTHEAST RAIL, 12.19 METERS (40.0 FEET) SOUTHEAST OF A UTILITY
 BJ2132'POLE WITH A TRANSFORMER, 1.89 METERS (6.2 FEET) SOUTHWEST OF AN
 BJ2132'UNDERGROUND CABLE MARKER, 0.76 METER (2.5 FEET) SOUTHWEST OF A FENCE
 BJ2132'LINE.
 BJ2132'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ2132'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ2132
 BJ2132                          STATION RECOVERY (1991)
 BJ2132
 BJ2132'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWN)
 BJ2132'MARK NOT FOUND.
 BJ2132
 BJ2132                          STATION RECOVERY (1995)
 BJ2132
 BJ2132'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ2132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2130 ***********************************************************************
 BJ2130  DESIGNATION -  28 A 011 LADH
 BJ2130  PID         -  BJ2130
 BJ2130  STATE/COUNTY-  LA/LAFAYETTE
 BJ2130  USGS QUAD   -  BROUSSARD (1983)
 BJ2130
 BJ2130                         *CURRENT SURVEY CONTROL
 BJ2130  ___________________________________________________________________
 BJ2130* NAD 83(1992)-  30 10 32.27937(N)    091 59 04.24639(W)     ADJUSTED  
 BJ2130* NAVD 88     -        10.   **(meters)      33.   **(feet)  SCALED    
 BJ2130  **This station is located in a subsidence area (see below).
 BJ2130  ___________________________________________________________________
 BJ2130  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ2130  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ2130  DYNAMIC HT  -          10.0   (meters)      33.    (feet)  COMP
 BJ2130  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 BJ2130
 BJ2130  HORZ ORDER  -  SECOND
 BJ2130  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2130
 BJ2130.The horizontal coordinates were established by classical geodetic methods
 BJ2130.and adjusted by the National Geodetic Survey in January 1993..
 BJ2130
 BJ2130 ** The orthometric height has not been validated since last determined
 BJ2130 ** by differential leveling and should not be used for control purposes.
 BJ2130 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2130 ** area with valid NAVD 88 orthometric heights.
 BJ2130 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2130 ** epoch indicated which incorporates improved geoid heights for the
 BJ2130 ** Southern Louisiana Subsidence area.
 BJ2130 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2130.The orthometric height was scaled from a topographic map.
 BJ2130.The vertical order pertains to the first NAVD 88 superseded value.
 BJ2130
 BJ2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2130
 BJ2130.The geoid height was determined by GEOID03.
 BJ2130
 BJ2130.The dynamic height is computed by dividing the NAVD 88
 BJ2130.geopotential number by the normal gravity value computed on the
 BJ2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2130.degrees latitude (g = 980.6199 gals.).
 BJ2130
 BJ2130.The modeled gravity was interpolated from observed gravity values.
 BJ2130
 BJ2130;                    North         East     Units Scale Factor Converg.
 BJ2130;SPC LA S     -   185,912.817   937,285.743   MT  0.99993038   -0 19 32.2
 BJ2130;SPC LA S     -   609,948.97  3,075,078.31   sFT  0.99993038   -0 19 32.2
 BJ2130;UTM  15      - 3,338,682.730   597,771.009   MT  0.99971793   +0 30 37.7
 BJ2130
 BJ2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2130!SPC LA S     -   1.00000271  x   0.99993038  =   0.99993309
 BJ2130!UTM  15      -   1.00000271  x   0.99971793  =   0.99972064
 BJ2130
 BJ2130:                Primary Azimuth Mark                     Grid Az
 BJ2130:SPC LA S     -  28 A 012 LADH                            327 39 38.0
 BJ2130:UTM  15      -  28 A 012 LADH                            326 49 28.1
 BJ2130
 BJ2130|---------------------------------------------------------------------|
 BJ2130| PID    Reference Object                     Distance      Geod. Az  |
 BJ2130|                                                           dddmmss.s |
 BJ2130| BJ2127 28 A 012 LADH                       APPROX. 1.3 KM 3272005.8 |
 BJ2130|---------------------------------------------------------------------|
 BJ2130
 BJ2130                          SUPERSEDED SURVEY CONTROL
 BJ2130
 BJ2130  NAD 83(1986)-  30 10 32.29943(N)    091 59 04.24059(W) AD(       ) 2
 BJ2130  NAD 27      -  30 10 31.57509(N)    091 59 03.81026(W) AD(       ) 2
 BJ2130  NAVD 88 (06/15/91)   10.052  (m)           32.98   (f) UNKNOWN     1 1
 BJ2130  NGVD 29 (??/??/??)   10.046  (m)           32.96   (f) ADJUSTED    1 1
 BJ2130
 BJ2130.Superseded values are not recommended for survey control.
 BJ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2130.See file dsdata.txt to determine how the superseded data were derived.
 BJ2130
 BJ2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9777138683(NAD 83)
 BJ2130_MARKER: DE = TRAVERSE STATION DISK
 BJ2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2130_STAMPING: 28A011
 BJ2130_MARK LOGO: LADH  
 BJ2130_PROJECTION: RECESSED 18 CENTIMETERS
 BJ2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2130+STABILITY: SURFACE MOTION
 BJ2130
 BJ2130  HISTORY     - Date     Condition        Report By
 BJ2130  HISTORY     - 1967     MONUMENTED       LADH
 BJ2130  HISTORY     - 1970     GOOD             NGS
 BJ2130  HISTORY     - 1982     GOOD             NGS
 BJ2130  HISTORY     - 19950318 GOOD             USPSQD
 BJ2130
 BJ2130                          STATION DESCRIPTION
 BJ2130
 BJ2130'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ2130'THIS STATION IS LOCATED SOUTH ALONG U. S. HIGHWAY 90, 3.51 MILES
 BJ2130'FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY 182 (OLD
 BJ2130'90) IN LAFAYETTE.  THE STATION IS SET ON THE WEST SIDE OF THE
 BJ2130'HIGHWAY IN THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY, 8.10 FEET
 BJ2130'EAST OF THE EAST RAIL OF THE RAILROAD, 2.20 FEET WEST OF A METAL
 BJ2130'WITNESS POST AND SIGN, 32.80 FEET SOUTHWEST OF A TELEPHONE POLE,
 BJ2130'42.  0 FEET WEST OF THE CENTERLINE OF A SERVICE ROAD ALONG THE SOUTH
 BJ2130'BOUND LANE OF U. S. HIGHWAY 90, AND 79.0 FEET NORTHWEST OF A
 BJ2130'TELEPHONE POLE.
 BJ2130'
 BJ2130'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 BJ2130'POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  STATION IS
 BJ2130'STAMPED 28A011.
 BJ2130'
 BJ2130'TO REACH THIS STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BJ2130'STATE HIGHWAY 182, FOLLOW U. S. HIGHWAY 90 SOUTH FOR 3.51 MILES TO
 BJ2130'THE STATION WHICH IS SET ON THE WEST SIDE OF HIGHWAY NEAR THE
 BJ2130'RAILROAD.
 BJ2130'
 BJ2130'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2130
 BJ2130                          STATION RECOVERY (1970)
 BJ2130
 BJ2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2130'2.25 MI NW FROM BROUSSARD.
 BJ2130'ABOUT 2.25 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BJ2130'THE STATION AT BROUSSARD, 171 FEET SOUTHEAST OF THE CENTER OF A
 BJ2130'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 8 1/2 FEET NORTHEAST OF
 BJ2130'THE NORTHEAST RAIL, 224 FEET NORTHWEST OF A DERAIL SIGN, 42 1/2 FEET
 BJ2130'SOUTHWEST OF THE CENTER LINE OF A SERVICE ROAD, 32 FEET
 BJ2130'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 2.6 FEET SOUTHWEST OF A METAL
 BJ2130'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 BJ2130'THE TOP OF A CONCRETE POST WHICH IS 6 INCHES BELOW THE SURFACE OF THE
 BJ2130'BALLAST.  SECTION 97, T 10S, R 5E.
 BJ2130
 BJ2130                          STATION RECOVERY (1982)
 BJ2130
 BJ2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ2130'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.5 KILOMETERS
 BJ2130'(2.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2130'CROSSING OF MORGAN STREET IN BROUSSARD, TO THE MARK ON THE RIGHT,
 BJ2130'2.59 METERS (8.5 FEET) NORTHEAST OF THE NORTHEAST RAIL, 12.95 METERS
 BJ2130'(42.5 FEET) SOUTHWEST OF THE CENTER OF A SERVICE ROAD, 9.75 METERS
 BJ2130'(32.0 FEET) SOUTH-SOUTHEAST OF A UTILITY POLE.
 BJ2130'THE MARK IS 0.79 METERS  SW FROM A WITNESS POST.
 BJ2130'THE MARK IS 1.0 M BELOW TRACKS.
 BJ2130
 BJ2130                          STATION RECOVERY (1995)
 BJ2130
 BJ2130'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2127 ***********************************************************************
 BJ2127  DESIGNATION -  28 A 012 LADH
 BJ2127  PID         -  BJ2127
 BJ2127  STATE/COUNTY-  LA/LAFAYETTE
 BJ2127  USGS QUAD   -  BROUSSARD (1983)
 BJ2127
 BJ2127                         *CURRENT SURVEY CONTROL
 BJ2127  ___________________________________________________________________
 BJ2127* NAD 83(1992)-  30 11 08.58284(N)    091 59 31.03840(W)     ADJUSTED  
 BJ2127* NAVD 88     -        11.44   (+/-2cm)      37.5  **(feet)  VERTCON   
 BJ2127  **This station is located in a subsidence area (see below).
 BJ2127  ___________________________________________________________________
 BJ2127  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ2127  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2127
 BJ2127  HORZ ORDER  -  SECOND
 BJ2127  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2127
 BJ2127.The horizontal coordinates were established by classical geodetic methods
 BJ2127.and adjusted by the National Geodetic Survey in January 1993..
 BJ2127
 BJ2127 ** The orthometric height has not been validated since last determined
 BJ2127 ** by differential leveling and should not be used for control purposes.
 BJ2127 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2127 ** area with valid NAVD 88 orthometric heights.
 BJ2127 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2127 ** epoch indicated which incorporates improved geoid heights for the
 BJ2127 ** Southern Louisiana Subsidence area.
 BJ2127 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2127.The vertical order pertains to the NGVD 29 superseded value.
 BJ2127
 BJ2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2127
 BJ2127.The geoid height was determined by GEOID03.
 BJ2127
 BJ2127;                    North         East     Units Scale Factor Converg.
 BJ2127;SPC LA S     -   187,034.717   936,575.425   MT  0.99993093   -0 19 45.5
 BJ2127;SPC LA S     -   613,629.73  3,072,747.87   sFT  0.99993093   -0 19 45.5
 BJ2127;UTM  15      - 3,339,793.907   597,044.550   MT  0.99971619   +0 30 24.8
 BJ2127
 BJ2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2127!SPC LA S     -   1.00000249  x   0.99993093  =   0.99993342
 BJ2127!UTM  15      -   1.00000249  x   0.99971619  =   0.99971868
 BJ2127
 BJ2127:                Primary Azimuth Mark                     Grid Az
 BJ2127:SPC LA S     -  28 A 013                                 335 20 04.5
 BJ2127:UTM  15      -  28 A 013                                 334 29 54.2
 BJ2127
 BJ2127|---------------------------------------------------------------------|
 BJ2127| PID    Reference Object                     Distance      Geod. Az  |
 BJ2127|                                                           dddmmss.s |
 BJ2127| BJ2124 28 A 013                            APPROX. 1.3 KM 3350019.0 |
 BJ2127|---------------------------------------------------------------------|
 BJ2127
 BJ2127                          SUPERSEDED SURVEY CONTROL
 BJ2127
 BJ2127  NAD 83(1986)-  30 11 08.60286(N)    091 59 31.03264(W) AD(       ) 2
 BJ2127  NAD 27      -  30 11 07.87906(N)    091 59 30.60160(W) AD(       ) 2
 BJ2127  NGVD 29 (??/??/??)   11.442  (m)           37.54   (f) ADJUSTED    1 1
 BJ2127
 BJ2127.Superseded values are not recommended for survey control.
 BJ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2127.See file dsdata.txt to determine how the superseded data were derived.
 BJ2127
 BJ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9704539794(NAD 83)
 BJ2127_MARKER: DE = TRAVERSE STATION DISK
 BJ2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2127_STAMPING: 28A012
 BJ2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2127+STABILITY: SURFACE MOTION
 BJ2127
 BJ2127  HISTORY     - Date     Condition        Report By
 BJ2127  HISTORY     - 1967     MONUMENTED       LADH
 BJ2127  HISTORY     - 1970     GOOD             NGS
 BJ2127  HISTORY     - 1982     MARK NOT FOUND   NGS
 BJ2127  HISTORY     - 19950429 GOOD             USPSQD
 BJ2127
 BJ2127                          STATION DESCRIPTION
 BJ2127
 BJ2127'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ2127'THIS STATION IS LOCATED SOUTH ALONG U. S. HIGHWAY 90, 2.71 MILES
 BJ2127'FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY 182.
 BJ2127'THE STATION IS SET IN THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY,
 BJ2127'WEST OF THE HIGHWAY, 5.50 FEET EAST OF THE EAST RAIL OF THE
 BJ2127'RAILROAD, 3.10 FEET WEST OF A METAL WITNESS POST AND SIGN, 45.50
 BJ2127'FEET WEST OF THE CENTERLINE OF A SERVICE ROAD ALONG THE SOUTH
 BJ2127'BOUND LANE OF U. S. HIGHWAY 90, 17 FEET NORTHWEST OF A TELEPHONE
 BJ2127'JUNCTION BOX POST, 289.40 FEET SOUTH ALONG THE EAST RAIL OF THE
 BJ2127'MAIN LINE OF THE RAILROAD FROM A SEMIPHORE POST NO. 1415 BELONGING
 BJ2127'TO THE SOUTHERN PACIFIC RAILROAD.
 BJ2127'
 BJ2127'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2127'CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ2127'STATION IS STAMPED 28A012.
 BJ2127'
 BJ2127'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BJ2127'STATE HIGHWAY 182 IN LAFAYETTE, FOLLOW U. S. HIGHWAY 90 SOUTH FOR
 BJ2127'2.71 MILES TO THE STATION WHICH IS SET TO THE WEST OF THE HIGHWAY
 BJ2127'NEAR THE RAILROAD.
 BJ2127'
 BJ2127'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2127
 BJ2127                          STATION RECOVERY (1970)
 BJ2127
 BJ2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2127'3.05 MI NW FROM BROUSSARD.
 BJ2127'ABOUT 3.05 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BJ2127'THE STATION AT BROUSSARD, OR ABOUT 3.2 MILES SOUTHEAST ALONG THE
 BJ2127'SOUTHERN PACIFIC RAILROAD FROM THE STATION AT LAFAYETTE, 0.2 MILE
 BJ2127'NORTHWEST OF A CROSSING OF THE RAILROAD AND AMAR COMEAUX ROAD, 234 1/2
 BJ2127'FEET SOUTHEAST OF A CONCRETE TELEPHONE BOOTH, 6 FEET NORTHEAST OF THE
 BJ2127'NORTHEAST RAIL OF THE MAIN TRACK, 49 FEET SOUTHWEST OF THE CENTER LINE
 BJ2127'OF A SERVICE ROAD, 3.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 BJ2127'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 BJ2127'POST WHICH IS 8 INCHES BELOW THE SURFACE OF THE BALLAST. SECTION 43, T
 BJ2127'10S, R 5E.
 BJ2127
 BJ2127                          STATION RECOVERY (1982)
 BJ2127
 BJ2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ2127'NOT RECOVERED, MARK IS COVERED, UNABLE TO LOCATE.
 BJ2127
 BJ2127                          STATION RECOVERY (1995)
 BJ2127
 BJ2127'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2124 ***********************************************************************
 BJ2124  DESIGNATION -  28 A 013
 BJ2124  PID         -  BJ2124
 BJ2124  STATE/COUNTY-  LA/LAFAYETTE
 BJ2124  USGS QUAD   -  BROUSSARD (1983)
 BJ2124
 BJ2124                         *CURRENT SURVEY CONTROL
 BJ2124  ___________________________________________________________________
 BJ2124* NAD 83(1992)-  30 11 46.68564(N)    091 59 51.48781(W)     ADJUSTED  
 BJ2124* NAVD 88     -        12.   **(meters)      39.   **(feet)  SCALED    
 BJ2124  **This station is located in a subsidence area (see below).
 BJ2124  ___________________________________________________________________
 BJ2124  X           -    -192,324.502 (meters)                     COMP
 BJ2124  Y           -  -5,513,977.324 (meters)                     COMP
 BJ2124  Z           -   3,189,192.597 (meters)                     COMP
 BJ2124  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ2124  ELLIP HEIGHT-         -15.70  (meters)          (03/19/02) GPS OBS
 BJ2124  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2124  DYNAMIC HT  -          11.7   (meters)      38.    (feet)  COMP
 BJ2124  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 BJ2124
 BJ2124  HORZ ORDER  -  FIRST
 BJ2124  VERT ORDER  -  THIRD (See Below)
 BJ2124  ELLP ORDER  -  FIRST     CLASS I
 BJ2124
 BJ2124.The horizontal coordinates were established by GPS observations
 BJ2124.and adjusted by the National Geodetic Survey in January 2000..
 BJ2124
 BJ2124 ** The orthometric height has not been validated since last determined
 BJ2124 ** by differential leveling and should not be used for control purposes.
 BJ2124 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2124 ** area with valid NAVD 88 orthometric heights.
 BJ2124 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2124 ** epoch indicated which incorporates improved geoid heights for the
 BJ2124 ** Southern Louisiana Subsidence area.
 BJ2124 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2124.The orthometric height was scaled from a topographic map.
 BJ2124.The vertical order pertains to the first NAVD 88 superseded value.
 BJ2124
 BJ2124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ2124
 BJ2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2124
 BJ2124.The ellipsoidal height was determined by GPS observations
 BJ2124.and is referenced to NAD 83.
 BJ2124
 BJ2124.The geoid height was determined by GEOID03.
 BJ2124
 BJ2124.The dynamic height is computed by dividing the NAVD 88
 BJ2124.geopotential number by the normal gravity value computed on the
 BJ2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2124.degrees latitude (g = 980.6199 gals.).
 BJ2124
 BJ2124.The modeled gravity was interpolated from observed gravity values.
 BJ2124
 BJ2124;                    North         East     Units Scale Factor Converg.
 BJ2124;SPC LA S     -   188,211.083   936,035.217   MT  0.99993154   -0 19 55.8
 BJ2124;SPC LA S     -   617,489.19  3,070,975.54   sFT  0.99993154   -0 19 55.8
 BJ2124;UTM  15      - 3,340,962.011   596,487.350   MT  0.99971485   +0 30 15.1
 BJ2124
 BJ2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2124!SPC LA S     -   1.00000247  x   0.99993154  =   0.99993401
 BJ2124!UTM  15      -   1.00000247  x   0.99971485  =   0.99971731
 BJ2124
 BJ2124:                Primary Azimuth Mark                     Grid Az
 BJ2124:SPC LA S     -  28 A 014                                 001 32 43.7
 BJ2124:UTM  15      -  28 A 014                                 000 42 32.8
 BJ2124
 BJ2124|---------------------------------------------------------------------|
 BJ2124| PID    Reference Object                     Distance      Geod. Az  |
 BJ2124|                                                           dddmmss.s |
 BJ2124| BJ2117 28 A 014                            APPROX. 1.4 KM 0011247.9 |
 BJ2124| BJ5362 LFT D                               418.627 METERS 0565551.8 |
 BJ2124| BK0241 28 A 015                            APPROX. 2.0 KM 3344323.8 |
 BJ2124|---------------------------------------------------------------------|
 BJ2124
 BJ2124                          SUPERSEDED SURVEY CONTROL
 BJ2124
 BJ2124  ELLIP H (01/07/00)  -15.69   (m)                       GP(       ) 1 1
 BJ2124  NAD 83(1992)-  30 11 46.68958(N)    091 59 51.48775(W) AD(       ) 2
 BJ2124  NAD 83(1992)-  30 11 46.68808(N)    091 59 51.48878(W) AD(       ) 2
 BJ2124  NAD 83(1986)-  30 11 46.70808(N)    091 59 51.48306(W) AD(       ) 2
 BJ2124  NAD 27      -  30 11 45.98473(N)    091 59 51.05156(W) AD(       ) 2
 BJ2124  NAVD 88 (06/15/91)   11.692  (m)           38.36   (f) UNKNOWN     1 1
 BJ2124  NGVD 29 (??/??/??)   11.687  (m)           38.34   (f) ADJUSTED    1 1
 BJ2124
 BJ2124.Superseded values are not recommended for survey control.
 BJ2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2124.See file dsdata.txt to determine how the superseded data were derived.
 BJ2124
 BJ2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9648740962(NAD 83)
 BJ2124_MARKER: DE = TRAVERSE STATION DISK
 BJ2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2124_SP_SET: CONCRETE POST
 BJ2124_STAMPING: 28 A 013
 BJ2124_MARK LOGO: CGS   
 BJ2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2124+STABILITY: SURFACE MOTION
 BJ2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2124+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2004
 BJ2124
 BJ2124  HISTORY     - Date     Condition        Report By
 BJ2124  HISTORY     - 1967     MONUMENTED       LADH
 BJ2124  HISTORY     - 1970     GOOD             NGS
 BJ2124  HISTORY     - 1979     MARK NOT FOUND   USGS
 BJ2124  HISTORY     - 1982     GOOD             NGS
 BJ2124  HISTORY     - 19921223 GOOD             NOS
 BJ2124  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BJ2124  HISTORY     - 19990421 GOOD             NGS
 BJ2124  HISTORY     - 20021203 GOOD             INDIV
 BJ2124  HISTORY     - 20040705 GOOD             DEWDAV
 BJ2124
 BJ2124                          STATION DESCRIPTION
 BJ2124
 BJ2124'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ2124'THIS STATION IS LOCATED SOUTH ALONG U. S. HIGHWAY 90, 1.82 MILES
 BJ2124'FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY 182 IN
 BJ2124'THE RAILROAD RIGHT OF WAY.  THE STATION IS 6.0 FEET EAST OF THE
 BJ2124'EAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 2.70 FEET WEST OF A
 BJ2124'METAL WITNESS POST AND SIGN, 46.20 FEET WEST OF THE CENTERLINE OF
 BJ2124'A SERVICE ROAD ALONG THE SOUTH BOUND LANE OF U. S. HIGHWAY 90,
 BJ2124'25.0 FEET SOUTHWEST OF A TELEPHONE POLE, 64.0 FEET NORTHWEST OF
 BJ2124'A CONCRETE MARKER TO AN UNDERGROUND CABLE (SOUTHERN BELL
 BJ2124'TELEPHONE AND TELEGRAPH), AND 33.8 FEET NORTHEAST OF A TELEPHONE
 BJ2124'POLE.  *
 BJ2124'THE STATION IS MARKED BY A STANDARD BRONZE DISK
 BJ2124'SET IN A ROUND CONCRETE POST THAT IS 4 INCHES BELOW THE
 BJ2124'SURFACE OF THE GROUND.  STATION IS STAMPED 28A013.
 BJ2124'
 BJ2124'TO REACH THIS STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BJ2124'STATE HIGHWAY 182 IN LAFAYETTE, FOLLOW U. S. HIGHWAY 90 SOUTH FOR
 BJ2124'1.82 MILES TO THE STATION WHICH IS SET TO THE WEST OF THE HIGHWAY
 BJ2124'IN THE RAILROAD RIGHT OF WAY.
 BJ2124'
 BJ2124'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2124
 BJ2124                          STATION RECOVERY (1970)
 BJ2124
 BJ2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2124'2.35 MI SE FROM LAFAYETTE.
 BJ2124'ABOUT 2.35 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BJ2124'THE STATION AT LAFAYETTE, 10 POLES NORTHWEST OF MILEPOST 142, 12 1/2
 BJ2124'RAILS SOUTHEAST OF A CROSSING OF THE RAILROAD AND STATE HIGHWAY 728-2,
 BJ2124'6 FEET NORTHEAST OF THE NORTHEAST RAIL, 47 FEET SOUTHWEST OF THE
 BJ2124'CENTER LINE OF A SERVICE ROAD, 25 FEET SOUTH OF A TELEPHONE POLE, 5
 BJ2124'1/2 FEET NORTHWEST OF SEMAPHORE SIGNAL NUMBER 142.1, 2.7 FEET
 BJ2124'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BJ2124'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES BELOW
 BJ2124'THE SURFACE OF THE BALLAST.  SECTION 43, T 10S, R 5E.
 BJ2124
 BJ2124                          STATION RECOVERY (1979)
 BJ2124
 BJ2124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BJ2124'MARK NOT FOUND.
 BJ2124
 BJ2124                          STATION RECOVERY (1982)
 BJ2124
 BJ2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ2124'FOUND AS DESCRIBED IN 1970,
 BJ2124'OMIT-MEASUREMENT TO SEMAPHORE SIGNAL.
 BJ2124
 BJ2124                          STATION RECOVERY (1992)
 BJ2124
 BJ2124'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ2124'RECOVERED IN GOOD CONDITION.
 BJ2124
 BJ2124                          STATION RECOVERY (1995)
 BJ2124
 BJ2124'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ2124'MARK NOT FOUND.
 BJ2124
 BJ2124                          STATION RECOVERY (1999)
 BJ2124
 BJ2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ2124'THE STATION IS LOCATED IN THE SOUTHEAST PART OF LAFAYETTE, WEST OF AND
 BJ2124'ACROSS STATE HIGHWAY 90 FROM THE SOUTHWEST PART OF LAFAYETTE REGIONAL
 BJ2124'AIRPORT, BETWEEN A RAILROAD AND A FRONTAGE ROAD PARALLELING HIGHWAY
 BJ2124'90, ABOUT 300 M (984.2 FT) NORTH OF RAILROAD MILE POST 142, AND IN THE
 BJ2124'RAILROAD RIGHT-OF-WAY.  OWNERSHIP--SOUTHERN PACIFIC RAILROAD.  TO
 BJ2124'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ2124'STATE HIGHWAY 90 (SOUTHWEST EVANGELINE THROUGHWAY) AT EXIT 103, GO
 BJ2124'SOUTHERLY ON HIGHWAY 90 FOR 5.39 KM (3.35 MI) TO A PAVED CROSSROAD
 BJ2124'(STATE HIGHWAY 728-8/SURREY STREET ON THE LEFT AND EAST UNIVERSITY
 BJ2124'STREET ON THE RIGHT) .  CONTINUE AHEAD, SOUTHERLY, ON HIGHWAY 90 FOR
 BJ2124'1.21 KM (0.75 MI) TO THE JUNCTION OF STATE HIGHWAY 728-2 ON THE RIGHT.
 BJ2124'TURN RIGHT, SOUTHWEST, ON THE ROAD FOR 30 M (98.4 FT) TO A FRONTAGE
 BJ2124'ROAD ON THE LEFT ALONG THE EAST SIDE OF THE TRACKS.  TURN LEFT,
 BJ2124'SOUTH-SOUTHEAST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON
 BJ2124'THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE
 BJ2124'POST RECESSED 25 CM BELOW THE GROUND.  IT IS 47.7 M (156.5 FT)
 BJ2124'SOUTH-SOUTHWEST OF THE CENTER OF THE TOP OF A CONCRETE CULVERT, 36.9 M
 BJ2124'(121.1 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTER, 22.3 M (73.2 FT)
 BJ2124'WEST-SOUTHWEST OF AND ACROSS THE FRONTAGE ROAD FROM A ROAD/RAILROAD
 BJ2124'CROSSING SIGN, 14.1 M (46.3 FT) WEST OF AND LEVEL WITH THE FRONTAGE
 BJ2124'ROAD CENTER, 10.9 M (35.8 FT) EAST-NORTHEAST OF AND ACROSS THE
 BJ2124'RAILROAD FROM THE 3RD POWER POLE FROM THE ROAD/RAILROAD CROSSING, AND
 BJ2124'1.9 M (6.2 FT) EAST-NORTHEAST OF AND ABOUT 1 M (3.3 FT) LOWER THAN THE
 BJ2124'EAST RAIL.
 BJ2124
 BJ2124                          STATION RECOVERY (2002)
 BJ2124
 BJ2124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JDM)
 BJ2124'RECOVERED IN GOOD CONDITION.
 BJ2124
 BJ2124                          STATION RECOVERY (2004)
 BJ2124
 BJ2124'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BJ2124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2117 ***********************************************************************
 BJ2117  DESIGNATION -  28 A 014
 BJ2117  PID         -  BJ2117
 BJ2117  STATE/COUNTY-  LA/LAFAYETTE
 BJ2117  USGS QUAD   -  BROUSSARD (1983)
 BJ2117
 BJ2117                         *CURRENT SURVEY CONTROL
 BJ2117  ___________________________________________________________________
 BJ2117* NAD 83(1992)-  30 12 31.02349(N)    091 59 50.40665(W)     ADJUSTED  
 BJ2117* NAVD 88     -        11.22   (+/-2cm)      36.8  **(feet)  VERTCON   
 BJ2117  **This station is located in a subsidence area (see below).
 BJ2117  ___________________________________________________________________
 BJ2117  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ2117  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2117
 BJ2117  HORZ ORDER  -  SECOND
 BJ2117  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2117
 BJ2117.The horizontal coordinates were established by classical geodetic methods
 BJ2117.and adjusted by the National Geodetic Survey in January 1993..
 BJ2117
 BJ2117 ** The orthometric height has not been validated since last determined
 BJ2117 ** by differential leveling and should not be used for control purposes.
 BJ2117 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2117 ** area with valid NAVD 88 orthometric heights.
 BJ2117 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2117 ** epoch indicated which incorporates improved geoid heights for the
 BJ2117 ** Southern Louisiana Subsidence area.
 BJ2117 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2117.The vertical order pertains to the NGVD 29 superseded value.
 BJ2117
 BJ2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2117
 BJ2117.The geoid height was determined by GEOID03.
 BJ2117
 BJ2117;                    North         East     Units Scale Factor Converg.
 BJ2117;SPC LA S     -   189,576.108   936,072.045   MT  0.99993229   -0 19 55.2
 BJ2117;SPC LA S     -   621,967.61  3,071,096.37   sFT  0.99993229   -0 19 55.2
 BJ2117;UTM  15      - 3,342,327.132   596,504.244   MT  0.99971489   +0 30 16.3
 BJ2117
 BJ2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2117!SPC LA S     -   1.00000253  x   0.99993229  =   0.99993482
 BJ2117!UTM  15      -   1.00000253  x   0.99971489  =   0.99971742
 BJ2117
 BJ2117|---------------------------------------------------------------------|
 BJ2117| PID    Reference Object                     Distance      Geod. Az  |
 BJ2117|                                                           dddmmss.s |
 BJ2117| BJ2121 STEP                                365.439 METERS 10049     |
 BJ2117| BJ5331 NAV REF                             321.125 METERS 12058     |
 BJ2117| BJ5307 STEP 2                              APPROX. 0.7 KM 1270402.1 |
 BJ2117| BJ2124 28 A 013                            APPROX. 1.4 KM 1811248.4 |
 BJ2117| BK0241 28 A 015                            APPROX. 1.0 KM 2970751.0 |
 BJ2117|---------------------------------------------------------------------|
 BJ2117
 BJ2117                          SUPERSEDED SURVEY CONTROL
 BJ2117
 BJ2117  NAD 83(1986)-  30 12 31.04342(N)    091 59 50.40097(W) AD(       ) 2
 BJ2117  NAD 27      -  30 12 30.32131(N)    091 59 49.97004(W) AD(       ) 2
 BJ2117  NGVD 29 (??/??/??)   11.224  (m)           36.82   (f) ADJUSTED    1 1
 BJ2117
 BJ2117.Superseded values are not recommended for survey control.
 BJ2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2117.See file dsdata.txt to determine how the superseded data were derived.
 BJ2117
 BJ2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9650442327(NAD 83)
 BJ2117_MARKER: DE = TRAVERSE STATION DISK
 BJ2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2117_SP_SET: CONCRETE POST
 BJ2117_STAMPING: 28A014
 BJ2117_MARK LOGO: LADH  
 BJ2117_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2117+STABILITY: SURFACE MOTION
 BJ2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2117+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 BJ2117
 BJ2117  HISTORY     - Date     Condition        Report By
 BJ2117  HISTORY     - 1967     MONUMENTED       LADH
 BJ2117  HISTORY     - 1969     GOOD             CGS
 BJ2117  HISTORY     - 1970     GOOD             NGS
 BJ2117  HISTORY     - 19910909 GOOD             USPSQD
 BJ2117  HISTORY     - 19921223 GOOD             NOS
 BJ2117  HISTORY     - 19950318 GOOD             USPSQD
 BJ2117  HISTORY     - 20040429 GOOD             INDIV
 BJ2117
 BJ2117                          STATION DESCRIPTION
 BJ2117
 BJ2117'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ2117'THIS STATION IS LOCATED IN LAFAYETTE, NEAR THE FENCE ON THE NORTH
 BJ2117'END OF THE LAFAYETTE AIRPORT AND SOUTH OF THE BLACKTOP ROAD LEADING
 BJ2117'TO THE AIRPORT, 1.70 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 BJ2117'2.10 FEET NORTH OF THE FENCE, 40.0 FEET SOUTH OF STATE HIGHWAY
 BJ2117'728-8, 89.0 FEET SOUTH OF A FIRE HYDRANT, AND 183.82 FEET
 BJ2117'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NATIONAL GUARD BUILDING.
 BJ2117'
 BJ2117'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ2117'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ2117'THE GROUND.  STATION IS STAMPED 28A014.
 BJ2117'
 BJ2117'TO REACH THIS STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BJ2117'PINHOOK ROAD, FOLLOW U. S. HIGHWAY 90 SOUTH FOR 0.7 MILE TO AN
 BJ2117'INTERSECTION WITH STATE HIGHWAY 728-8, THENCE EAST FOR 0.1 MILE TO
 BJ2117'THE STATION WHICH IS SET TO THE SOUTH OF THE ROAD.
 BJ2117'
 BJ2117'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ2117
 BJ2117                          STATION RECOVERY (1969)
 BJ2117
 BJ2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ2117'THE STATION MARK IS A BRONZE STATION MARK DISK OF THE COAST AND
 BJ2117'GEODETIC SURVEY AND THE LOUISIANA DEPARTMENT OF HIGHWAYS, STAMPED
 BJ2117'28A014, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ2117'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 41
 BJ2117'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 728-8, 2.3 FEET
 BJ2117'NORTHWEST OF A FENCE AND 1.7 FEET SOUTHEAST OF A METAL POST WITH
 BJ2117'SIGN ATTACHED.
 BJ2117'
 BJ2117'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BJ2117'PINHOOK ROAD AT THE SOUTHEAST CORNER OF LAFAYETTE, GO SOUTH ON
 BJ2117'HIGHWAY 90 FOR 0.7 MILE TO STATE HIGHWAY 728-8 ON THE LEFT, TURN
 BJ2117'LEFT AND GO EASTERLY ON HIGHWAY 728-8 TOWARD AIRPORT FOR 0.1 MILE
 BJ2117'TO THE STATION MARK ON THE RIGHT.
 BJ2117'
 BJ2117'A GEODIMETER TRAVERSE WAS MADE TO TRIANGULATION STATION STEP,
 BJ2117'DISTANCE BEING 365.446 METERS EAST.
 BJ2117
 BJ2117                          STATION RECOVERY (1970)
 BJ2117
 BJ2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2117'2.1 MI SE FROM LAFAYETTE.
 BJ2117'ABOUT 1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2117'STATION AT LAFAYETTE, THENCE 0.2 MILE NORTHEAST ALONG STATE HIGHWAY
 BJ2117'729, THENCE 0.1 MILE NORTH ALONG U.S. HIGHWAY 90, THENCE 0.2 MILE
 BJ2117'NORTHEAST ALONG STATE HIGHWAY 728-8, 184 1/2 FEET SOUTH AND ACROSS THE
 BJ2117'HIGHWAY FROM THE SOUTH CORNER OF THE 256TH INFANTRY BRIGADE NATIONAL
 BJ2117'GUARD BUILDING, 40 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BJ2117'HIGHWAY, 88 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT,
 BJ2117'1 1/2 FEET NORTHWEST OF A FENCE, 2.1 FEET SOUTHEAST OF A METAL WITNESS
 BJ2117'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BJ2117'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND. SECTION
 BJ2117'43, T 10S, R 5E.  NOTE-- THE DISK IS SLANTING AND THE LEVEL ROD WAS
 BJ2117'HELD ON THE LETTERS SU IN THE WORD SURVEY WHICH IS IN THE CASTING ON
 BJ2117'THE DISK.
 BJ2117
 BJ2117                          STATION RECOVERY (1991)
 BJ2117
 BJ2117'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BJ2117'RECOVERED IN GOOD CONDITION.
 BJ2117
 BJ2117                          STATION RECOVERY (1992)
 BJ2117
 BJ2117'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ2117'RECOVERED IN GOOD CONDITION.
 BJ2117
 BJ2117                          STATION RECOVERY (1995)
 BJ2117
 BJ2117'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ2117'RECOVERED IN GOOD CONDITION.
 BJ2117
 BJ2117                          STATION RECOVERY (2004)
 BJ2117
 BJ2117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MPM)
 BJ2117'RECOVERED AS DESCRIBED, EXCEPT MONUMENT IS NOW SITUATED ON THE
 BJ2117'SOUTHERN SIDE AND ENCLOSED BY A SIDEWALK BETWEEN HIGHWAY AND AIRPORT
 BJ2117'CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0241 ***********************************************************************
 BK0241  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0241  DESIGNATION -  28 A 015
 BK0241  PID         -  BK0241
 BK0241  STATE/COUNTY-  LA/LAFAYETTE
 BK0241  USGS QUAD   -  LAFAYETTE (1994)
 BK0241
 BK0241                         *CURRENT SURVEY CONTROL
 BK0241  ___________________________________________________________________
 BK0241* NAD 83(1992)-  30 12 45.80911(N)    092 00 23.63315(W)     ADJUSTED  
 BK0241* NAVD 88     -        10.77 **(meters)      35.3  **(feet)  GPS OBS(2004.65)
 BK0241  **This station is located in a subsidence area (see below).
 BK0241  ___________________________________________________________________
 BK0241  EPOCH DATE  -        2004.65
 BK0241  X           -    -193,151.729 (meters)                     COMP
 BK0241  Y           -  -5,513,031.188 (meters)                     COMP
 BK0241  Z           -   3,190,765.598 (meters)                     COMP
 BK0241  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK0241  ELLIP HEIGHT-         -16.55  (meters)          (06/22/05) GPS OBS
 BK0241  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0241  DYNAMIC HT  -          10.76  (meters)      35.3   (feet)  COMP
 BK0241  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 BK0241
 BK0241  HORZ ORDER  -  B
 BK0241  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0241  ELLP ORDER  -  FOURTH    CLASS I
 BK0241
 BK0241.The horizontal coordinates were established by GPS observations
 BK0241.and adjusted by the National Geodetic Survey in June 2005..
 BK0241.The horizontal coordinates are valid at the epoch date displayed above.
 BK0241.The epoch date for horizontal control is a decimal equivalence
 BK0241.of Year/Month/Day.
 BK0241
 BK0241 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0241 ** and geoid heights are valid at the date of observation. These heights
 BK0241 ** must always be validated when used as control.
 BK0241 ** The orthometric height was determined by GPS observations using
 BK0241 ** precise GPS observation and processing techniques and a new
 BK0241 ** realization of GEOID03. It supersedes the leveled height previously
 BK0241 ** determined for this station.
 BK0241 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0241 ** epoch indicated which incorporates improved geoid heights for the
 BK0241 ** Southern Louisiana Subsidence area.
 BK0241 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0241.The orthometric height was determined by GPS observations and a
 BK0241.high-resolution geoid model using precise GPS observation and
 BK0241.processing techniques. It supersedes the leveled height previously
 BK0241.determined for this station.
 BK0241.WARNING-GPS observations at this control monument resulted in a GPS
 BK0241.derived orthometric height which differed from the leveled height by
 BK0241.more than one decimeter (0.1 meter).
 BK0241.The vertical order pertains to the first NAVD 88 superseded value.
 BK0241
 BK0241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0241
 BK0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0241
 BK0241.The ellipsoidal height was determined by GPS observations
 BK0241.and is referenced to NAD 83.
 BK0241
 BK0241.The geoid height was determined by GEOID03.
 BK0241
 BK0241.The dynamic height is computed by dividing the NAVD 88
 BK0241.geopotential number by the normal gravity value computed on the
 BK0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0241.degrees latitude (g = 980.6199 gals.).
 BK0241
 BK0241.The modeled gravity was interpolated from observed gravity values.
 BK0241
 BK0241;                    North         East     Units Scale Factor Converg.
 BK0241;SPC LA S     -   190,036.553   935,186.136   MT  0.99993255   -0 20 11.8
 BK0241;SPC LA S     -   623,478.26  3,068,189.85   sFT  0.99993255   -0 20 11.8
 BK0241;UTM  15      - 3,342,774.496   595,611.901   MT  0.99971278   +0 29 59.8
 BK0241
 BK0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0241!SPC LA S     -   1.00000260  x   0.99993255  =   0.99993515
 BK0241!UTM  15      -   1.00000260  x   0.99971278  =   0.99971538
 BK0241
 BK0241:                Primary Azimuth Mark                     Grid Az
 BK0241:SPC LA S     -  28 A 014                                 117 27 46.0
 BK0241:UTM  15      -  28 A 014                                 116 37 34.4
 BK0241
 BK0241|---------------------------------------------------------------------|
 BK0241| PID    Reference Object                     Distance      Geod. Az  |
 BK0241|                                                           dddmmss.s |
 BK0241| BJ2117 28 A 014                            APPROX. 1.0 KM 1170734.2 |
 BK0241| BK0240 28 A 016 LADTD                      APPROX. 0.8 KM 3335511.4 |
 BK0241|---------------------------------------------------------------------|
 BK0241
 BK0241                          SUPERSEDED SURVEY CONTROL
 BK0241
 BK0241  NAD 83(1992)-  30 12 45.81406(N)    092 00 23.63162(W) AD(       ) 2
 BK0241  NAD 83(1992)-  30 12 45.81344(N)    092 00 23.63113(W) AD(       ) 2
 BK0241  NAD 83(1986)-  30 12 45.83338(N)    092 00 23.62543(W) AD(       ) 2
 BK0241  NAD 27      -  30 12 45.11094(N)    092 00 23.19332(W) AD(       ) 2
 BK0241  NAVD 88 (02/14/94)   10.916  (m)           35.81   (f) ADJUSTED    1 1
 BK0241  NAVD 88 (06/15/91)   10.922  (m)           35.83   (f) UNKNOWN     1 1
 BK0241  NGVD 29 (??/??/??)   10.916  (m)           35.81   (f) ADJUSTED    1 1
 BK0241
 BK0241.Superseded values are not recommended for survey control.
 BK0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0241.See file dsdata.txt to determine how the superseded data were derived.
 BK0241
 BK0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9561242774(NAD 83)
 BK0241_MARKER: DD = SURVEY DISK
 BK0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0241_SP_SET: CONCRETE POST
 BK0241_STAMPING: 28 A 015
 BK0241_MARK LOGO: LADH  
 BK0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0241+STABILITY: SURFACE MOTION
 BK0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0241+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK0241
 BK0241  HISTORY     - Date     Condition        Report By
 BK0241  HISTORY     - 1967     MONUMENTED       LADH
 BK0241  HISTORY     - 1970     GOOD             NGS
 BK0241  HISTORY     - 1982     GOOD             NGS
 BK0241  HISTORY     - 1986     GOOD             NGS
 BK0241  HISTORY     - 19921223 GOOD             NOS
 BK0241  HISTORY     - 20040427 GOOD             NGS
 BK0241  HISTORY     - 20040705 GOOD             DEWDAV
 BK0241  HISTORY     - 20051017 GOOD             NGS
 BK0241
 BK0241                          STATION DESCRIPTION
 BK0241
 BK0241'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RTL)
 BK0241'THIS STATION IS LOCATED IN LAFAYETTE, ON THE SOUTH SIDE OF SPRING
 BK0241'STREET NEAR THE SOUTHERN PACIFIC RAILROAD.  THE STATION IS SET 1.80
 BK0241'FEET EAST OF A METAL WITNESS POST AND SIGN, 9.65 FEET NORTHEAST OF
 BK0241'THE EAST RAIL ON THE MAIN LINE OF THE SOUTHERN PACIFIC RAILROAD,
 BK0241'12.30 FEET SOUTH OF THE NORTHWEST CORNER OF THE FREY PACKING
 BK0241'PLANTS CHAIN LINK FENCE ENCLOSURE, AND 43.30 FEET SOUTH OF THE
 BK0241'CENTERLINE OF SPRING STREET.
 BK0241'
 BK0241'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 BK0241'POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 BK0241'GROUND.  STATION IS STAMPED 28A015.
 BK0241'
 BK0241'TO REACH THIS STATION FROM THE INTERSECTION AT PINHOOK ROAD AND
 BK0241'U. S. HIGHWAY 90, FOLLOW PINHOOK ROAD WEST FOR 0.2 MILE TO SPRING
 BK0241'STREET THENCE SOUTH ON SPRING STREET 0.1 MILE TO THE STATION WHICH
 BK0241'IS SET NEAR THE RAILROAD ON THE SOUTH SIDE OF THE STREET.
 BK0241'
 BK0241'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK0241
 BK0241                          STATION RECOVERY (1970)
 BK0241
 BK0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0241'1.1 MI SE FROM LAFAYETTE.
 BK0241'ABOUT 1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0241'STATION AT LAFAYETTE, 4 RAILS SOUTHEAST OF RAILROAD SIGNAL NUMBER
 BK0241'143.5, 10 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 46
 BK0241'FEET SOUTHEAST OF THE CENTER LINE OF SPRING STREET, 13 FEET SOUTHWEST
 BK0241'OF A CHAIN LINK FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 BK0241'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BK0241'ABOUT LEVEL WITH THE GROUND.  SECTION 141, T 9S, R 5E.
 BK0241
 BK0241                          STATION RECOVERY (1982)
 BK0241
 BK0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0241'RECOVERED IN GOOD CONDITION.
 BK0241
 BK0241                          STATION RECOVERY (1986)
 BK0241
 BK0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0241'RECOVERED IN GOOD CONDITION.
 BK0241
 BK0241                          STATION RECOVERY (1992)
 BK0241
 BK0241'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BK0241'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 BK0241'IS LOCATED IN LAFAYETTE, 3 MILES (4.8 KM) SOUTH OF THE INTERCHANGE OF
 BK0241'INTERSTATE HIGHWAY 10 AND U.S. HIGHWAY 167, 3/4 MILE DUE EAST OF THE
 BK0241'UNIVERSITY OF SOUTHWESTERN LOUISIANA, 1/4 MILE NORTHWEST OF THE
 BK0241'VERMILLION RIVER, IN THE EAST QUADRANT OF THE CROSSING OF SPRING
 BK0241'STREET AND THE SOUTHERN PACIFIC COMPANY RAILROAD.
 BK0241'TO REACH THE STATION FROM THE JUNCTION OF EVANGELINE THRUWAY (U.S. HWY
 BK0241'90) AND PINHOOK ROAD (U.S. BUSINESS ROUTE 90) PROCEED SOUTHWEST ALONG
 BK0241'PINHOOK ROAD FOR 0.25 MILE, THENCE TURN LEFT AND PROCEED 0.15 MILE
 BK0241'(0.24 KM) SOUTHEAST ALONG DORSET AVENUE, THENCE TURN RIGHT AND
 BK0241'PROCEED 0.05 MILE (0.08 KM) SOUTHWEST ALONG SPRING STREET TO A
 BK0241'RAILROAD CROSSING AND THE STATION ON THE LEFT.
 BK0241'THE STATION IS A CGS+LADH BRONZE SURVEY DISK STAMPED ---28 A 015---
 BK0241'AND SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 CM ABOVE
 BK0241'THE SLOPING GROUND.  IT IS 14.13 M (46.36 FT) SOUTHEAST OF THE CENTER
 BK0241'OF THE CROSSING OF THE SINGLE SET OF RAILROAD TRACKS, 13.22 M
 BK0241'(43.37 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF SPRING STREET, 14.55
 BK0241'M (47.74 FT) EAST AND ACROSS THE TRACKS FROM A RAILROAD TELEPHONE
 BK0241'POLE, 6.56 M (21.52 FT) DUE SOUTH OF THE WEST CORNER OF A 4 M
 BK0241'(13.1 FT) TALL CHAIN LINK FENCE, 3.97 M (13.02 FT) WEST-SOUTHWEST
 BK0241'FROM THE FENCE, 2.96 M (9.71 FT) EAST-NORTHEAST OF THE EASTMOST RAIL,
 BK0241'AND ABOUT LEVEL WITH THE TOP OF THE RAILS OF THE TRACKS.
 BK0241
 BK0241                          STATION RECOVERY (2004)
 BK0241
 BK0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0241'RECOVERED AS DESCRIBED.  NOTE--THE MONUMENT IS NOW FLUSH WITH THE
 BK0241'GROUND SURFACE.
 BK0241
 BK0241                          STATION RECOVERY (2004)
 BK0241
 BK0241'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BK0241'RECOVERED IN GOOD CONDITION.
 BK0241
 BK0241                          STATION RECOVERY (2005)
 BK0241
 BK0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0240 ***********************************************************************
 BK0240  DESIGNATION -  28 A 016 LADTD
 BK0240  PID         -  BK0240
 BK0240  STATE/COUNTY-  LA/LAFAYETTE
 BK0240  USGS QUAD   -  LAFAYETTE (1994)
 BK0240
 BK0240                         *CURRENT SURVEY CONTROL
 BK0240  ___________________________________________________________________
 BK0240* NAD 83(1992)-  30 13 10.11431(N)    092 00 37.33183(W)     ADJUSTED  
 BK0240* NAVD 88     -        11.29   (+/-2cm)      37.0  **(feet)  VERTCON   
 BK0240  **This station is located in a subsidence area (see below).
 BK0240  ___________________________________________________________________
 BK0240  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BK0240  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK0240
 BK0240  HORZ ORDER  -  SECOND
 BK0240  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0240
 BK0240.The horizontal coordinates were established by classical geodetic methods
 BK0240.and adjusted by the National Geodetic Survey in January 1993..
 BK0240
 BK0240 ** The orthometric height has not been validated since last determined
 BK0240 ** by differential leveling and should not be used for control purposes.
 BK0240 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0240 ** area with valid NAVD 88 orthometric heights.
 BK0240 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0240 ** epoch indicated which incorporates improved geoid heights for the
 BK0240 ** Southern Louisiana Subsidence area.
 BK0240 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0240.The vertical order pertains to the NGVD 29 superseded value.
 BK0240
 BK0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0240
 BK0240.The geoid height was determined by GEOID03.
 BK0240
 BK0240;                    North         East     Units Scale Factor Converg.
 BK0240;SPC LA S     -   190,787.087   934,824.225   MT  0.99993299   -0 20 18.7
 BK0240;SPC LA S     -   625,940.63  3,067,002.48   sFT  0.99993299   -0 20 18.7
 BK0240;UTM  15      - 3,343,519.501   595,239.153   MT  0.99971190   +0 29 53.3
 BK0240
 BK0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0240!SPC LA S     -   1.00000252  x   0.99993299  =   0.99993551
 BK0240!UTM  15      -   1.00000252  x   0.99971190  =   0.99971442
 BK0240
 BK0240:                Primary Azimuth Mark                     Grid Az
 BK0240:SPC LA S     -  28 A 017                                 336 21 58.7
 BK0240:UTM  15      -  28 A 017                                 335 31 46.7
 BK0240
 BK0240|---------------------------------------------------------------------|
 BK0240| PID    Reference Object                     Distance      Geod. Az  |
 BK0240|                                                           dddmmss.s |
 BK0240| BK0398 28 A 017                            APPROX. 0.7 KM 3360140.0 |
 BK0240|---------------------------------------------------------------------|
 BK0240
 BK0240                          SUPERSEDED SURVEY CONTROL
 BK0240
 BK0240  NAD 83(1986)-  30 13 10.13422(N)    092 00 37.32612(W) AD(       ) 2
 BK0240  NAD 27      -  30 13 09.41186(N)    092 00 36.89356(W) AD(       ) 2
 BK0240  NGVD 29 (??/??/??)   11.287  (m)           37.03   (f) ADJUSTED    1 1
 BK0240
 BK0240.Superseded values are not recommended for survey control.
 BK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0240.See file dsdata.txt to determine how the superseded data were derived.
 BK0240
 BK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9523943520(NAD 83)
 BK0240_MARKER: DE = TRAVERSE STATION DISK
 BK0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0240_STAMPING: 28AO16
 BK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0240+STABILITY: SURFACE MOTION
 BK0240
 BK0240  HISTORY     - Date     Condition        Report By
 BK0240  HISTORY     - 1967     MONUMENTED       LADH
 BK0240  HISTORY     - 1970     GOOD             NGS
 BK0240  HISTORY     - 1982     MARK NOT FOUND   NGS
 BK0240
 BK0240                          STATION DESCRIPTION
 BK0240
 BK0240'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK0240'THIS STATION IS LOCATED AT THE RAILROAD CROSSING ON EAST VERMILION
 BK0240'STREET IN LAFAYETTE.  THE STATION IS 2.15 FEET EAST OF A METAL
 BK0240'WITNESS POST AND SIGN, 9.30 FEET WEST OF THE WEST RAIL OF THE
 BK0240'SOUTHERN PACIFIC RAILROAD, 25.20 FEET SOUTHWEST OF THE CENTERLINE
 BK0240'OF EAST VERMILION STREET, 8.00 FEET NORTH OF MILE POST NO. 144.
 BK0240'
 BK0240'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 BK0240'POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 BK0240'GROUND.  STATION IS STAMPED 28A016.
 BK0240'
 BK0240'TO REACH THIS STATION FROM THE INTERSECTION AT PINHOOK ROAD AND
 BK0240'U. S. HIGHWAY 90, FOLLOW PINHOOK ROAD WEST FOR 0.1 MILE TO THE
 BK0240'CORNER OF EAST VERMILION STREET, THENCE NORTHWEST ALONG EAST
 BK0240'VERMILION STREET FOR 0.2 MILE TO THE STATION WHICH IS SET NEAR THE
 BK0240'RAILROAD.
 BK0240'
 BK0240'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK0240
 BK0240                          STATION RECOVERY (1970)
 BK0240
 BK0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0240'0.6 MI S FROM LAFAYETTE.
 BK0240'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0240'STATION AT LAFAYETTE, 35 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 BK0240'CROSSING OF THE RAILROAD AND E.  VERMILLION STREET, 9 FEET SOUTHWEST
 BK0240'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 17.6 FEET SOUTHEAST OF A
 BK0240'RAILROAD CROSSING SIGN, 7 1/2 FEET NORTHWEST OF A TELEPHONE POLE WHICH
 BK0240'IS MILEPOST 144, 2.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 BK0240'WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BK0240'4 INCHES ABOVE THE SURFACE OF THE GROUND.  SECTION 67, T 9S, R 4E.
 BK0240
 BK0240                          STATION RECOVERY (1982)
 BK0240
 BK0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0240'AFTER A THOROUGH SEARCH THE MARK COULD NOT BE LOCATED, A NEW RAILROAD
 BK0240'SIGNAL BOX IS NOW AT THE THE LOCATION AND THE LOCATION IS NOW 1 FOOT
 BK0240'BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0398 ***********************************************************************
 BK0398  DESIGNATION -  28 A 017
 BK0398  PID         -  BK0398
 BK0398  STATE/COUNTY-  LA/LAFAYETTE
 BK0398  USGS QUAD   -  LAFAYETTE (1994)
 BK0398
 BK0398                         *CURRENT SURVEY CONTROL
 BK0398  ___________________________________________________________________
 BK0398* NAD 83(1992)-  30 13 29.76668(N)    092 00 47.39447(W)     ADJUSTED  
 BK0398* NAVD 88     -        12.   **(meters)      39.   **(feet)  SCALED    
 BK0398  **This station is located in a subsidence area (see below).
 BK0398  ___________________________________________________________________
 BK0398  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK0398  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK0398  DYNAMIC HT  -          11.9   (meters)      39.    (feet)  COMP
 BK0398  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 BK0398
 BK0398  HORZ ORDER  -  SECOND
 BK0398  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0398
 BK0398.The horizontal coordinates were established by classical geodetic methods
 BK0398.and adjusted by the National Geodetic Survey in January 1993..
 BK0398
 BK0398 ** The orthometric height has not been validated since last determined
 BK0398 ** by differential leveling and should not be used for control purposes.
 BK0398 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0398 ** area with valid NAVD 88 orthometric heights.
 BK0398 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0398 ** epoch indicated which incorporates improved geoid heights for the
 BK0398 ** Southern Louisiana Subsidence area.
 BK0398 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0398.The orthometric height was scaled from a topographic map.
 BK0398.The vertical order pertains to the first NAVD 88 superseded value.
 BK0398
 BK0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0398
 BK0398.The geoid height was determined by GEOID03.
 BK0398
 BK0398.The dynamic height is computed by dividing the NAVD 88
 BK0398.geopotential number by the normal gravity value computed on the
 BK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0398.degrees latitude (g = 980.6199 gals.).
 BK0398
 BK0398.The modeled gravity was interpolated from observed gravity values.
 BK0398
 BK0398;                    North         East     Units Scale Factor Converg.
 BK0398;SPC LA S     -   191,393.792   934,558.737   MT  0.99993336   -0 20 23.7
 BK0398;SPC LA S     -   627,931.13  3,066,131.46   sFT  0.99993336   -0 20 23.7
 BK0398;UTM  15      - 3,344,122.131   594,964.895   MT  0.99971126   +0 29 48.5
 BK0398
 BK0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0398!SPC LA S     -   1.00000242  x   0.99993336  =   0.99993578
 BK0398!UTM  15      -   1.00000242  x   0.99971126  =   0.99971368
 BK0398
 BK0398:                Primary Azimuth Mark                     Grid Az
 BK0398:SPC LA S     -  28 A 019                                 336 36 49.1
 BK0398:UTM  15      -  28 A 019                                 335 46 36.9
 BK0398
 BK0398|---------------------------------------------------------------------|
 BK0398| PID    Reference Object                     Distance      Geod. Az  |
 BK0398|                                                           dddmmss.s |
 BK0398| BK0233 28 A 019                            APPROX. 0.7 KM 3361625.4 |
 BK0398|---------------------------------------------------------------------|
 BK0398
 BK0398                          SUPERSEDED SURVEY CONTROL
 BK0398
 BK0398  NAD 83(1986)-  30 13 29.78656(N)    092 00 47.38875(W) AD(       ) 2
 BK0398  NAD 27      -  30 13 29.06418(N)    092 00 46.95582(W) AD(       ) 2
 BK0398  NAVD 88 (06/15/91)   11.938  (m)           39.17   (f) UNKNOWN     1 2
 BK0398  NGVD 29 (??/??/??)   11.932  (m)           39.15   (f) ADJUSTED    1 2
 BK0398
 BK0398.Superseded values are not recommended for survey control.
 BK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0398.See file dsdata.txt to determine how the superseded data were derived.
 BK0398
 BK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9496544122(NAD 83)
 BK0398_MARKER: DE = TRAVERSE STATION DISK
 BK0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0398_SP_SET: CONCRETE POST
 BK0398_STAMPING: 28 A 017
 BK0398_MARK LOGO: LADH  
 BK0398_PROJECTION: FLUSH
 BK0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0398+STABILITY: SURFACE MOTION
 BK0398
 BK0398  HISTORY     - Date     Condition        Report By
 BK0398  HISTORY     - 1967     MONUMENTED       LADH
 BK0398  HISTORY     - 1970     GOOD             NGS
 BK0398  HISTORY     - 1979     GOOD             NGS
 BK0398  HISTORY     - 1982     GOOD             NGS
 BK0398  HISTORY     - 1986     GOOD             NGS
 BK0398  HISTORY     - 20030104 MARK NOT FOUND   USPSQD
 BK0398
 BK0398                          STATION DESCRIPTION
 BK0398
 BK0398'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK0398'THIS STATION IS LOCATED IN LAFAYETTE, ON THE NORTH SIDE OF JOHNSTON
 BK0398'STREET NEAR THE SOUTHERN PACIFIC RAILROAD CROSSING THAT IS JUST
 BK0398'SOUTH OF THE RAILROAD STATION.  THE STATION IS SET 1.85 FEET WEST
 BK0398'OF A METAL WITNESS POST AND SIGN, 20.50 FEET WEST OF THE WEST RAIL
 BK0398'OF THE MAIN LINE OF THE SOUTHERN PACIFIC RAILROAD, 19.20 FEET
 BK0398'EAST OF A POWER POLE, 32.0 FEET NORTH OF THE CENTERLINE OF JOHNSTON
 BK0398'STREET AND 58.30 FEET WEST OF THE BASE OF A RAILROAD CROSSING
 BK0398'SIGNAL.
 BK0398'
 BK0398'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK0398'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BK0398'THE GROUND.  STATION IS STAMPED 28A017.
 BK0398'
 BK0398'TO REACH THIS STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BK0398'JOHNSTON STREET FOLLOW JOHNSTON STREET WEST FOR 0.1 MILE TO THE
 BK0398'STATION WHICH IS SET NEAR THE RAILROAD.
 BK0398'
 BK0398'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK0398
 BK0398                          STATION RECOVERY (1970)
 BK0398
 BK0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0398'0.1 MI S FROM LAFAYETTE.
 BK0398'ABOUT 0.1 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0398'STATION AT LAFAYETTE, 50 FEET NORTHWEST OF THE CENTER OF A CROSSING OF
 BK0398'THE RAILROAD AND JOHNSON STREET WHICH IS U. S. HIGHWAY 167, 20 1/2
 BK0398'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 32 FEET NORTH OF THE
 BK0398'CENTER LINE OF THE STREET, 24.8 FEET SOUTH OF THE SOUTH END OF A METAL
 BK0398'SIGNAL CONTROL BOX, 19 FEET EAST OF A POWER POLE, 1.8 FEET EAST OF A
 BK0398'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 BK0398'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BK0398'GROUND.  SECTION 76, T9S, R4E.
 BK0398
 BK0398                          STATION RECOVERY (1979)
 BK0398
 BK0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 BK0398'MARK RECOVERED AS DESCRIBED.
 BK0398'
 BK0398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAFAYETTE.
 BK0398
 BK0398                          STATION RECOVERY (1982)
 BK0398
 BK0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0398'RECOVERED IN GOOD CONDITION.
 BK0398
 BK0398                          STATION RECOVERY (1986)
 BK0398
 BK0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0398'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE WITH THE
 BK0398'FOLLOWING CORRECTIONS, THE MENTIONED POWER POLE HAS TWO GUY WIRES,
 BK0398'DELETE 1.8 FT EAST OF A METAL WITNESS POST.
 BK0398'THE MARK IS 0.68 METERS  SSE FROM  A WITNESS POST
 BK0398
 BK0398                          STATION RECOVERY (2003)
 BK0398
 BK0398'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BK0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2737 ***********************************************************************
 BK2737  DESIGNATION -  28 A 018 LDH 1967
 BK2737  PID         -  BK2737
 BK2737  STATE/COUNTY-  LA/LAFAYETTE
 BK2737  USGS QUAD   -  LAFAYETTE (1994)
 BK2737
 BK2737                         *CURRENT SURVEY CONTROL
 BK2737  ___________________________________________________________________
 BK2737* NAD 83(1992)-  30 13 22.82700(N)    092 01 12.28939(W)     ADJUSTED  
 BK2737* NAVD 88     -        43.8  **(meters)     144.   **(feet)  VERTCON   
 BK2737  **This station is located in a subsidence area (see below).
 BK2737  ___________________________________________________________________
 BK2737  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2737  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2737
 BK2737  HORZ ORDER  -  SECOND
 BK2737
 BK2737.The horizontal coordinates were established by classical geodetic methods
 BK2737.and adjusted by the National Geodetic Survey in January 1993..
 BK2737
 BK2737 ** The orthometric height has not been validated since last determined
 BK2737 ** by differential leveling and should not be used for control purposes.
 BK2737 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2737 ** area with valid NAVD 88 orthometric heights.
 BK2737 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2737 ** epoch indicated which incorporates improved geoid heights for the
 BK2737 ** Southern Louisiana Subsidence area.
 BK2737 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2737
 BK2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2737
 BK2737.The geoid height was determined by GEOID03.
 BK2737
 BK2737;                    North         East     Units Scale Factor Converg.
 BK2737;SPC LA S     -   191,184.083   933,891.796   MT  0.99993323   -0 20 36.2
 BK2737;SPC LA S     -   627,243.11  3,063,943.33   sFT  0.99993323   -0 20 36.2
 BK2737;UTM  15      - 3,343,902.754   594,301.234   MT  0.99970971   +0 29 35.9
 BK2737
 BK2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2737!SPC LA S     -   0.99999742  x   0.99993323  =   0.99993065
 BK2737!UTM  15      -   0.99999742  x   0.99970971  =   0.99970713
 BK2737
 BK2737:                Primary Azimuth Mark                     Grid Az
 BK2737:SPC LA S     -  28 A 022                                 005 52 06.7
 BK2737:UTM  15      -  28 A 022                                 005 01 54.6
 BK2737
 BK2737|---------------------------------------------------------------------|
 BK2737| PID    Reference Object                     Distance      Geod. Az  |
 BK2737|                                                           dddmmss.s |
 BK2737| BK2426 28 A 022                            APPROX. 4.1 KM 0053130.5 |
 BK2737|---------------------------------------------------------------------|
 BK2737
 BK2737                          SUPERSEDED SURVEY CONTROL
 BK2737
 BK2737  NAD 83(1986)-  30 13 22.84675(N)    092 01 12.28347(W) AD(       ) 2
 BK2737  NAD 27      -  30 13 22.12322(N)    092 01 11.84816(W) AD(       ) 2
 BK2737  NGVD 29 (07/19/86)   43.8    (m)          144.     (f) VERT ANG       
 BK2737
 BK2737.Superseded values are not recommended for survey control.
 BK2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2737.See file dsdata.txt to determine how the superseded data were derived.
 BK2737
 BK2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9430143903(NAD 83)
 BK2737_MARKER: DD = SURVEY DISK
 BK2737_SETTING: 0 = UNSPECIFIED SETTING
 BK2737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2737
 BK2737  HISTORY     - Date     Condition        Report By
 BK2737  HISTORY     - 1967     MONUMENTED       LADH
 BK2737  HISTORY     - 1970     GOOD             NGS
 BK2737
 BK2737                          STATION DESCRIPTION
 BK2737
 BK2737'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2737'THIS STATION IS SET ON THE ROOF OF THE NEW LAFAYETTE PARISH
 BK2737'COURTHOUSE IN LAFAYETTE.  THE STATION IS A STANDARD BRONZE DISK SET
 BK2737'IN THE ROOF OF THE NORTHEAST CORNER OF THE BUILDING NEAR A
 BK2737'SKY-LIGHT.  STATION IS STAMPED 28A018.
 BK2737'
 BK2737'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2737
 BK2737                          STATION RECOVERY (1970)
 BK2737
 BK2737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RT)
 BK2737'THE STATION WAS VISITED 8/4/70 AND THE STATION MARK WAS FOUND IN
 BK2737'GOOD CONDITION.
 BK2737'
 BK2737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LAFAYETTE.
 BK2737'
 BK2737'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0233 ***********************************************************************
 BK0233  DESIGNATION -  28 A 019
 BK0233  PID         -  BK0233
 BK0233  STATE/COUNTY-  LA/LAFAYETTE
 BK0233  USGS QUAD   -  LAFAYETTE (1994)
 BK0233
 BK0233                         *CURRENT SURVEY CONTROL
 BK0233  ___________________________________________________________________
 BK0233* NAD 83(1992)-  30 13 51.98409(N)    092 00 58.63993(W)     ADJUSTED  
 BK0233* NAVD 88     -        12.   **(meters)      39.   **(feet)  SCALED    
 BK0233  **This station is located in a subsidence area (see below).
 BK0233  ___________________________________________________________________
 BK0233  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK0233  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0233  DYNAMIC HT  -          12.0   (meters)      39.    (feet)  COMP
 BK0233  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 BK0233
 BK0233  HORZ ORDER  -  SECOND
 BK0233  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0233
 BK0233.The horizontal coordinates were established by classical geodetic methods
 BK0233.and adjusted by the National Geodetic Survey in January 1993..
 BK0233
 BK0233 ** The orthometric height has not been validated since last determined
 BK0233 ** by differential leveling and should not be used for control purposes.
 BK0233 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0233 ** area with valid NAVD 88 orthometric heights.
 BK0233 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0233 ** epoch indicated which incorporates improved geoid heights for the
 BK0233 ** Southern Louisiana Subsidence area.
 BK0233 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0233.The orthometric height was scaled from a topographic map.
 BK0233.The vertical order pertains to the first NAVD 88 superseded value.
 BK0233
 BK0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0233
 BK0233.The geoid height was determined by GEOID03.
 BK0233
 BK0233.The dynamic height is computed by dividing the NAVD 88
 BK0233.geopotential number by the normal gravity value computed on the
 BK0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0233.degrees latitude (g = 980.6199 gals.).
 BK0233
 BK0233.The modeled gravity was interpolated from observed gravity values.
 BK0233
 BK0233;                    North         East     Units Scale Factor Converg.
 BK0233;SPC LA S     -   192,079.672   934,262.124   MT  0.99993379   -0 20 29.4
 BK0233;SPC LA S     -   630,181.39  3,065,158.32   sFT  0.99993379   -0 20 29.4
 BK0233;UTM  15      - 3,344,803.455   594,658.365   MT  0.99971054   +0 29 43.2
 BK0233
 BK0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0233!SPC LA S     -   1.00000241  x   0.99993379  =   0.99993620
 BK0233!UTM  15      -   1.00000241  x   0.99971054  =   0.99971295
 BK0233
 BK0233:                Primary Azimuth Mark                     Grid Az
 BK0233:SPC LA S     -  28 A 020 LDH 1967                        334 51 20.0
 BK0233:UTM  15      -  28 A 020 LDH 1967                        334 01 07.4
 BK0233
 BK0233|---------------------------------------------------------------------|
 BK0233| PID    Reference Object                     Distance      Geod. Az  |
 BK0233|                                                           dddmmss.s |
 BK0233| BK2736 28 A 020 LDH 1967                   APPROX. 0.8 KM 3343050.6 |
 BK0233|---------------------------------------------------------------------|
 BK0233
 BK0233                          SUPERSEDED SURVEY CONTROL
 BK0233
 BK0233  NAD 83(1986)-  30 13 52.00395(N)    092 00 58.63419(W) AD(       ) 2
 BK0233  NAD 27      -  30 13 51.28160(N)    092 00 58.20089(W) AD(       ) 2
 BK0233  NAVD 88 (06/15/91)   11.996  (m)           39.36   (f) UNKNOWN     1 1
 BK0233  NGVD 29 (??/??/??)   11.992  (m)           39.34   (f) ADJUSTED    1 1
 BK0233
 BK0233.Superseded values are not recommended for survey control.
 BK0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0233.See file dsdata.txt to determine how the superseded data were derived.
 BK0233
 BK0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9465844803(NAD 83)
 BK0233_MARKER: DD = SURVEY DISK
 BK0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0233_SP_SET: CONCRETE POST
 BK0233_STAMPING: 28 A 019
 BK0233_MARK LOGO: LADH  
 BK0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0233+STABILITY: SURFACE MOTION
 BK0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0233+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2004
 BK0233
 BK0233  HISTORY     - Date     Condition        Report By
 BK0233  HISTORY     - 1967     MONUMENTED       LADH
 BK0233  HISTORY     - 1970     GOOD             NGS
 BK0233  HISTORY     - 1982     GOOD             NGS
 BK0233  HISTORY     - 1986     GOOD             NGS
 BK0233  HISTORY     - 19921223 GOOD             NOS
 BK0233  HISTORY     - 20040705 GOOD             DEWDAV
 BK0233
 BK0233                          STATION DESCRIPTION
 BK0233
 BK0233'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK0233'THIS STATION IS LOCATED IN LAFAYETTE NEAR THE SOUTHERN PACIFIC
 BK0233'RAILROAD AT THE EAST SIMCOE STREET CROSSING.  STATION IS SET 1.90
 BK0233'FEET NORTH OF A METAL WITNESS POST AND SIGN, 25.75 FEET EAST OF
 BK0233'EAST RAIL OF THE MAIN LINE OF THE SOUTHERN PACIFIC RAILROAD, 20.0
 BK0233'FEET SOUTH OF THE BASE OF A RAILROAD CROSSING SIGNAL LIGHT,
 BK0233'76.55 FEET NORTH OF RAIL SWITCH ON EAST SIDE OF TRACK, 44.0 FEET
 BK0233'SOUTH OF CENTERLINE OF EAST SIMCOE STREET, AND 36.80 FEET
 BK0233'WEST OF CENTERLINE OF NORTH GRANT STREET ALONG SIDE RAILROAD.
 BK0233'
 BK0233'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 BK0233'POST, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BK0233'STATION IS STAMPED 28A019.
 BK0233'
 BK0233'TO REACH THIS STATION FROM THE INTERSECTION AT U. S. HIGHWAY 167 AND
 BK0233'EAST SIMCOE STREET FOLLOW EAST SIMCOE STREET WEST FOR 0.1 MILE TO
 BK0233'STATION SET NEAR RAILROAD CROSSING.
 BK0233'
 BK0233'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK0233
 BK0233                          STATION RECOVERY (1970)
 BK0233
 BK0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0233'0.35 MI NW FROM LAFAYETTE.
 BK0233'ABOUT 0.35 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0233'STATION AT LAFAYETTE, 58 FEET EAST-SOUTHEAST OF THE CENTER OF A
 BK0233'CROSSING OF THE RAILROAD AND SIMCO STREET WHICH IS U.S. HIGHWAY 90, 26
 BK0233'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 37 FEET
 BK0233'SOUTHWEST OF THE CENTER LINE OF A STREET, 20.5 FEET SOUTHEAST OF A
 BK0233'CONCRETE FOUNDATION FOR A RAILROAD WARNING SIGNAL LIGHT, 21 1/2 FEET
 BK0233'SOUTH OF A POWER POLE WHICH BEARS A STREET LIGHT, 2.0 FEET NORTHWEST
 BK0233'OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK,
 BK0233'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BK0233'THE SURFACE OF THE GROUND.
 BK0233
 BK0233                          STATION RECOVERY (1982)
 BK0233
 BK0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0233'RECOVERED IN GOOD CONDITION.
 BK0233
 BK0233                          STATION RECOVERY (1986)
 BK0233
 BK0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0233'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT SIMCO
 BK0233'STREET IS EAST SIMCO STREET AND NOT A PART OF U.S. HIGHWAY 90, CHANGE
 BK0233'TO READ 37 FEET SOUTHWEST OF THE CENTERLINE OF NORTH GRANT STREET.
 BK0233
 BK0233                          STATION RECOVERY (1992)
 BK0233
 BK0233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BK0233'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 BK0233'IS LOCATED IN LAFAYETTE, 1.8 MILES (2.9 KM) SOUTHEAST OF THE
 BK0233'INTERSECTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 182, 1.3
 BK0233'MILES (2.1 KM) NORTH OF THE UNIVERSITY OF SOUTHWESTERN LOUISIANA,
 BK0233'0.15 MILE (0.24 KM) SOUTHEAST OF THE CROSSING OF THE SOUTHERN PACIFIC
 BK0233'COMPANY RAILROAD AND CAMERON STREET (U.S. HIGHWAY 90 WEST), AND IN
 BK0233'THE NORTHEAST RIGHT OF WAY OF THE RAILROAD.
 BK0233'TO REACH THE STATION FROM THE JUNCTION OF CAMERON STREET (U.S. HIGHWAY
 BK0233'90) AND U.S. HIGHWAY 167 (EVANGELINE THRUWAY) PROCEED WEST ALONG
 BK0233'CAMERON FOR 0.2 MILE, THENCE TURN LEFT AND PROCEED SOUTH ALONG NORTH
 BK0233'BUCHANAN STREET FOR 0.15 MILE (0.24 KM) TO THE CROSSING OF THE
 BK0233'SOUTHERN PACIFIC COMPANY RAILROAD AND THE STATION DIRECTLY AHEAD.
 BK0233'THE STATION IS A CGS+LADH BRONZE SURVEY DISK STAMPED ---28 A 019---
 BK0233'AND SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 BK0233'GROUND. IT IS 22.8 M (74.8 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 BK0233'CITY WATERWORKS PROPERTY, 18.1 M (59.4 FT) EAST-SOUTHEAST OF THE
 BK0233'CENTER OF THE CROSSING OF THE MAIN RAILROAD TRACK, 12.6 M (41.3 FT)
 BK0233'SOUTH OF THE CENTER OF A MANHOLE COVER IN THE CENTERLINE OF EAST
 BK0233'SIMCOE STREET, 10.9 M (35.8 FT) WEST OF THE APPROXIMATE CENTERLINE OF
 BK0233'NORTH GRANT STREET, 7.78 M (25.52 FT) NORTHEAST OF THE NORTHEAST RAIL
 BK0233'OF THE MAIN RAILROAD TRACKS, 6.84 M (22.44 FT) SOUTH OF A POWER POLE
 BK0233'WITH A STREET LIGHT,  5.2 M (17.1 FT) SOUTH OF A RAILROAD SIGNAL
 BK0233'LIGHT, 1.16 M (3.81 FT) EAST OF A WOOD POST FOR A STOP SIGN FOR RAIL
 BK0233'TRAFFIC, 0.2 M (0.7 FT) BELOW THE TOP OF THE MAIN RAILS, 0.6 M
 BK0233'(2.0 FT) ABOVE GRANT STREET.
 BK0233
 BK0233                          STATION RECOVERY (2004)
 BK0233
 BK0233'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BK0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2736 ***********************************************************************
 BK2736  DESIGNATION -  28 A 020 LDH 1967
 BK2736  PID         -  BK2736
 BK2736  STATE/COUNTY-  LA/LAFAYETTE
 BK2736  USGS QUAD   -  LAFAYETTE (1994)
 BK2736
 BK2736                         *CURRENT SURVEY CONTROL
 BK2736  ___________________________________________________________________
 BK2736* NAD 83(1992)-  30 14 16.16646(N)    092 01 11.91571(W)     ADJUSTED  
 BK2736* NAVD 88     -        12.6  **(meters)      41.   **(feet)  VERTCON   
 BK2736  **This station is located in a subsidence area (see below).
 BK2736  ___________________________________________________________________
 BK2736  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK2736  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2736
 BK2736  HORZ ORDER  -  SECOND
 BK2736
 BK2736.The horizontal coordinates were established by classical geodetic methods
 BK2736.and adjusted by the National Geodetic Survey in January 1993..
 BK2736
 BK2736 ** The orthometric height has not been validated since last determined
 BK2736 ** by differential leveling and should not be used for control purposes.
 BK2736 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2736 ** area with valid NAVD 88 orthometric heights.
 BK2736 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2736 ** epoch indicated which incorporates improved geoid heights for the
 BK2736 ** Southern Louisiana Subsidence area.
 BK2736 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2736.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2736
 BK2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2736
 BK2736.The geoid height was determined by GEOID03.
 BK2736
 BK2736;                    North         East     Units Scale Factor Converg.
 BK2736;SPC LA S     -   192,826.390   933,911.629   MT  0.99993426   -0 20 36.0
 BK2736;SPC LA S     -   632,631.25  3,064,008.40   sFT  0.99993426   -0 20 36.0
 BK2736;UTM  15      - 3,345,544.807   594,297.082   MT  0.99970970   +0 29 36.8
 BK2736
 BK2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2736!SPC LA S     -   1.00000232  x   0.99993426  =   0.99993658
 BK2736!UTM  15      -   1.00000232  x   0.99970970  =   0.99971202
 BK2736
 BK2736:                Primary Azimuth Mark                     Grid Az
 BK2736:SPC LA S     -  28 A 021 LDH 1967                        064 34 07.2
 BK2736:UTM  15      -  28 A 021 LDH 1967                        063 43 54.4
 BK2736
 BK2736|---------------------------------------------------------------------|
 BK2736| PID    Reference Object                     Distance      Geod. Az  |
 BK2736|                                                           dddmmss.s |
 BK2736| BK2733 28 A 021 LDH 1967                   APPROX. 0.9 KM 0641331.2 |
 BK2736|---------------------------------------------------------------------|
 BK2736
 BK2736                          SUPERSEDED SURVEY CONTROL
 BK2736
 BK2736  NAD 83(1986)-  30 14 16.18629(N)    092 01 11.90995(W) AD(       ) 2
 BK2736  NAD 27      -  30 14 15.46403(N)    092 01 11.47620(W) AD(       ) 2
 BK2736  NGVD 29 (07/19/86)   12.6    (m)           41.     (f) VERT ANG       
 BK2736
 BK2736.Superseded values are not recommended for survey control.
 BK2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2736.See file dsdata.txt to determine how the superseded data were derived.
 BK2736
 BK2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9429745545(NAD 83)
 BK2736_MARKER: DD = SURVEY DISK
 BK2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2736+STABILITY: SURFACE MOTION
 BK2736
 BK2736  HISTORY     - Date     Condition        Report By
 BK2736  HISTORY     - 1967     MONUMENTED       LADH
 BK2736  HISTORY     - 19950330 GOOD             USPSQD
 BK2736
 BK2736                          STATION DESCRIPTION
 BK2736
 BK2736'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2736'THIS STATION IS LOCATED IN LAFAYETTE, NEAR THE NORTH PIERCE STREET
 BK2736'RAILROAD CROSSING, 1.75 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 BK2736'8.85 FEET SOUTH OF THE WEST RAIL OF THE MAIN LINE OF THE SOUTHERN
 BK2736'PACIFIC RAILROAD, 7.10 FEET WEST OF THE RAIL SWITCH ON THE WEST
 BK2736'SIDE OF THE TRACK, 45.30 FEET SOUTH OF THE CENTERLINE OF NORTH
 BK2736'BUCHANAN STREET, AND 51.30 FEET SOUTH OF THE ASPHALT MEDIAN.
 BK2736'
 BK2736'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2736'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BK2736'THE GROUND.  STATION IS STAMPED 28A020.
 BK2736'
 BK2736'TO REACH THIS STATION FROM THE INTERSECTION OF U. S. HIGHWAY 167 AND
 BK2736'U. S. HIGHWAY 90, FOLLOW U. S. HIGHWAY 167 NORTH FOR 1.00 MILES TO
 BK2736'THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BK2736'
 BK2736'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2736
 BK2736                          STATION RECOVERY (1995)
 BK2736
 BK2736'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2733 ***********************************************************************
 BK2733  DESIGNATION -  28 A 021 LDH 1967
 BK2733  PID         -  BK2733
 BK2733  STATE/COUNTY-  LA/LAFAYETTE
 BK2733  USGS QUAD   -  LAFAYETTE (1994)
 BK2733
 BK2733                         *CURRENT SURVEY CONTROL
 BK2733  ___________________________________________________________________
 BK2733* NAD 83(1992)-  30 14 28.38279(N)    092 00 42.77565(W)     ADJUSTED  
 BK2733* NAVD 88     -        13.2  **(meters)      43.   **(feet)  VERTCON   
 BK2733  **This station is located in a subsidence area (see below).
 BK2733  ___________________________________________________________________
 BK2733  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK2733  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2733
 BK2733  HORZ ORDER  -  SECOND
 BK2733
 BK2733.The horizontal coordinates were established by classical geodetic methods
 BK2733.and adjusted by the National Geodetic Survey in January 1993..
 BK2733
 BK2733 ** The orthometric height has not been validated since last determined
 BK2733 ** by differential leveling and should not be used for control purposes.
 BK2733 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2733 ** area with valid NAVD 88 orthometric heights.
 BK2733 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2733 ** epoch indicated which incorporates improved geoid heights for the
 BK2733 ** Southern Louisiana Subsidence area.
 BK2733 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2733
 BK2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2733
 BK2733.The geoid height was determined by GEOID03.
 BK2733
 BK2733;                    North         East     Units Scale Factor Converg.
 BK2733;SPC LA S     -   193,197.900   934,692.927   MT  0.99993451   -0 20 21.4
 BK2733;SPC LA S     -   633,850.11  3,066,571.71   sFT  0.99993451   -0 20 21.4
 BK2733;UTM  15      - 3,345,927.605   595,072.696   MT  0.99971151   +0 29 51.7
 BK2733
 BK2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2733!SPC LA S     -   1.00000223  x   0.99993451  =   0.99993673
 BK2733!UTM  15      -   1.00000223  x   0.99971151  =   0.99971373
 BK2733
 BK2733:                Primary Azimuth Mark                     Grid Az
 BK2733:SPC LA S     -  28 A 022                                 349 14 32.6
 BK2733:UTM  15      -  28 A 022                                 348 24 19.5
 BK2733
 BK2733|---------------------------------------------------------------------|
 BK2733| PID    Reference Object                     Distance      Geod. Az  |
 BK2733|                                                           dddmmss.s |
 BK2733| BK2426 28 A 022                            APPROX. 2.1 KM 3485411.2 |
 BK2733|---------------------------------------------------------------------|
 BK2733
 BK2733                          SUPERSEDED SURVEY CONTROL
 BK2733
 BK2733  NAD 83(1986)-  30 14 28.40265(N)    092 00 42.76980(W) AD(       ) 2
 BK2733  NAD 27      -  30 14 27.68098(N)    092 00 42.33694(W) AD(       ) 2
 BK2733  NGVD 29 (07/19/86)   13.2    (m)           43.     (f) VERT ANG       
 BK2733
 BK2733.Superseded values are not recommended for survey control.
 BK2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2733.See file dsdata.txt to determine how the superseded data were derived.
 BK2733
 BK2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9507345928(NAD 83)
 BK2733_MARKER: DD = SURVEY DISK
 BK2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2733+STABILITY: SURFACE MOTION
 BK2733
 BK2733  HISTORY     - Date     Condition        Report By
 BK2733  HISTORY     - 1967     MONUMENTED       LADH
 BK2733  HISTORY     - 19950401 GOOD             USPSQD
 BK2733
 BK2733                          STATION DESCRIPTION
 BK2733
 BK2733'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2733'THIS STATION IS LOCATED SOUTH ALONG U. S. HIGHWAY 167, 1.30 MILES
 BK2733'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE
 BK2733'STATION IS SET ON THE EAST SIDE OF THE HIGHWAY IN THE SHOULDER OF A
 BK2733'SERVICE ROAD NEAR A PECAN GROVE, 2.00 FEET SOUTH OF A METAL
 BK2733'WITNESS POST AND SIGN, 25.65 FEET WEST OF A FENCE AROUND THE
 BK2733'PECAN GROVE, 13.70 FEET EAST OF THE CENTERLINE OF THE SERVICE
 BK2733'ROAD, 84.70 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 BK2733'U. S. HIGHWAY 167.
 BK2733'
 BK2733'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2733'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE GROUND.  STATION
 BK2733'IS STAMPED 28A021.
 BK2733'
 BK2733'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2733'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 SOUTH FOR 1.30 MILES TO THE
 BK2733'STATION WHICH IS SET TO THE EAST OF THE HIGHWAY NEAR A PECAN GROVE.
 BK2733'
 BK2733'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2733
 BK2733                          STATION RECOVERY (1995)
 BK2733
 BK2733'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2426 ***********************************************************************
 BK2426  DESIGNATION -  28 A 022
 BK2426  PID         -  BK2426
 BK2426  STATE/COUNTY-  LA/LAFAYETTE
 BK2426  USGS QUAD   -  CARENCRO (1983)
 BK2426
 BK2426                         *CURRENT SURVEY CONTROL
 BK2426  ___________________________________________________________________
 BK2426* NAD 83(1992)-  30 15 34.21244(N)    092 00 57.64912(W)     ADJUSTED  
 BK2426* NAVD 88     -        18.   **(meters)      59.   **(feet)  SCALED    
 BK2426  **This station is located in a subsidence area (see below).
 BK2426  ___________________________________________________________________
 BK2426  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK2426  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2426  DYNAMIC HT  -          18.4   (meters)      60.    (feet)  COMP
 BK2426  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BK2426
 BK2426  HORZ ORDER  -  SECOND
 BK2426
 BK2426.The horizontal coordinates were established by classical geodetic methods
 BK2426.and adjusted by the National Geodetic Survey in January 1993..
 BK2426
 BK2426 ** The orthometric height has not been validated since last determined
 BK2426 ** by differential leveling and should not be used for control purposes.
 BK2426 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2426 ** area with valid NAVD 88 orthometric heights.
 BK2426 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2426 ** epoch indicated which incorporates improved geoid heights for the
 BK2426 ** Southern Louisiana Subsidence area.
 BK2426 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2426.The orthometric height was scaled from a topographic map.
 BK2426
 BK2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2426
 BK2426.The geoid height was determined by GEOID03.
 BK2426
 BK2426.The dynamic height is computed by dividing the NAVD 88
 BK2426.geopotential number by the normal gravity value computed on the
 BK2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2426.degrees latitude (g = 980.6199 gals.).
 BK2426
 BK2426.The modeled gravity was interpolated from observed gravity values.
 BK2426
 BK2426;                    North         East     Units Scale Factor Converg.
 BK2426;SPC LA S     -   195,227.222   934,307.369   MT  0.99993589   -0 20 28.9
 BK2426;SPC LA S     -   640,507.98  3,065,306.76   sFT  0.99993589   -0 20 28.9
 BK2426;UTM  15      - 3,347,950.623   594,657.624   MT  0.99971054   +0 29 45.2
 BK2426
 BK2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2426!SPC LA S     -   1.00000141  x   0.99993589  =   0.99993730
 BK2426!UTM  15      -   1.00000141  x   0.99971054  =   0.99971195
 BK2426
 BK2426:                Primary Azimuth Mark                     Grid Az
 BK2426:SPC LA S     -  28 B 001                                 064 25 23.3
 BK2426:UTM  15      -  28 B 001                                 063 35 09.2
 BK2426
 BK2426|---------------------------------------------------------------------|
 BK2426| PID    Reference Object                     Distance      Geod. Az  |
 BK2426|                                                           dddmmss.s |
 BK2426| BK2699 28 B 001                            APPROX. 0.9 KM 0640454.4 |
 BK2426|---------------------------------------------------------------------|
 BK2426
 BK2426                          SUPERSEDED SURVEY CONTROL
 BK2426
 BK2426  NAD 83(1986)-  30 15 34.23228(N)    092 00 57.64328(W) AD(       ) 2
 BK2426  NAD 27      -  30 15 33.51183(N)    092 00 57.21054(W) AD(       ) 2
 BK2426  NGVD 29 (07/19/86)   18.3    (m)           60.     (f) VERT ANG       
 BK2426
 BK2426.Superseded values are not recommended for survey control.
 BK2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2426.See file dsdata.txt to determine how the superseded data were derived.
 BK2426
 BK2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9465847951(NAD 83)
 BK2426_MARKER: DD = SURVEY DISK
 BK2426_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BK2426_SP_SET: RETAINING WALL
 BK2426_STAMPING: 28 A 022
 BK2426_MARK LOGO: LADH  
 BK2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2426+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BK2426
 BK2426  HISTORY     - Date     Condition        Report By
 BK2426  HISTORY     - 1967     MONUMENTED       LADH
 BK2426  HISTORY     - 1969     GOOD             CGS
 BK2426  HISTORY     - 1970     GOOD             NGS
 BK2426  HISTORY     - 1973     GOOD             NGS
 BK2426  HISTORY     - 1986     GOOD             NGS
 BK2426  HISTORY     - 20030512 GOOD             USPSQD
 BK2426  HISTORY     - 20040918 GOOD             USPSQD
 BK2426  HISTORY     - 20060803 GOOD             USPSQD
 BK2426
 BK2426                          STATION DESCRIPTION
 BK2426
 BK2426'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2426'THIS STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE WESTBOUND LANE
 BK2426'OF THE OVERPASS ON THE INTERSTATE 10 AND U. S. HIGHWAY 167
 BK2426'INTERCHANGE NORTH OF LAFAYETTE.  THE STATION IS SET IN THE CURB OF
 BK2426'THE OVERPASS.  STATION IS STAMPED 28A022.
 BK2426'
 BK2426'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2426
 BK2426                          STATION RECOVERY (1969)
 BK2426
 BK2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2426'THE STATION MARK IS A BRONZE STATION MARK DISK OF THE COAST AND
 BK2426'GEODETIC SURVEY AND THE LOUISIANA DEPARTMENT OF HIGHWAYS, STAMPED
 BK2426'28A022, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 BK2426'RAILING OF THE OVERPASS AT THE INTERCHANGE OF INTERSTATE HIGHWAY 10
 BK2426'AND U. S. HIGHWAY 167 AT THE NORTHEAST EDGE OF LAFAYETTE.  IT
 BK2426'IS 14 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES
 BK2426'OF INTERSTATE HIGHWAY 10, 11.5 FEET EAST OF THE WEST END OF THE
 BK2426'RAILING OF THE OVERPASS AND 10 FEET EAST-NORTHEAST OF A METAL
 BK2426'WITNESS POST WITH SIGN ATTACHED.
 BK2426'
 BK2426'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BK2426'MOUTON, DISTANCE BEING 1815.278 METERS NORTH-NORTHWEST.
 BK2426
 BK2426                          STATION RECOVERY (1970)
 BK2426
 BK2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RT)
 BK2426'THE STATION WAS VISITED 8/3/70 AND THE STATION MARK WAS FOUND IN
 BK2426'GOOD CONDITION.
 BK2426'
 BK2426'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK2426'
 BK2426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH OF
 BK2426'LAFAYETTE.
 BK2426
 BK2426                          STATION RECOVERY (1973)
 BK2426
 BK2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BK2426'THE STATION IS LOCATED 2 MILES NORTH OF DOWNTOWN LAFAYETTE, 8 MILES
 BK2426'WEST OF BREAUX BRIDGE, IN THE NORTHWEST QUARTER OF SECTION 52,
 BK2426'T9S, R4E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BK2426'HIGHWAYS.
 BK2426'
 BK2426'TO REACH THE STATION FROM DOWNTOWN LAFAYETTE, DRIVE NORTH ALONG
 BK2426'U. S. HIGHWAY 167 FOR 2 MILES TO THE INTERSTATE 10 INTERCHANGE.  THE
 BK2426'STATION IS SET IN THE SOUTHWEST CORNER OF THE OVERPASS ON THE
 BK2426'WESTBOUND LANE OF THE INTERSTATE.
 BK2426'
 BK2426'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2426'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN A
 BK2426'CONCRETE CURB OF AN OVERPASS 8 INCHES ABOVE THE SURFACE OF THE
 BK2426'ROADWAY.  IT IS STAMPED 28A022.  IT IS SET IN THE CURB OF THE
 BK2426'SOUTHWEST CORNER OF THE OVERPASS ON THE WESTBOUND LANE ON THE U.
 BK2426'S.  HIGHWAY 167 AND INTERSTATE 10 INTERCHANGE, 14 FEET SOUTH OF THE
 BK2426'CENTER OF THE WESTBOUND LANE ON INTERSTATE 10, 11.5 FEET EAST
 BK2426'OF THE WEST END OF THE CONCRETE RAIL, AND 10 FEET EAST-NORTHEAST OF
 BK2426'A METAL WITNESS POST AND SIGN.
 BK2426'
 BK2426'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK2426
 BK2426                          STATION RECOVERY (1986)
 BK2426
 BK2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2426'IN LAFAYETTE.
 BK2426'IN LAFAYETTE, ALONG INTERSTATE 10 IN TOP OF THE WEST END OF THE SOUTH
 BK2426'CURBING AND RETAINING WALL OF THE WEST BOUND LANE BRIDGE OVER U.S.
 BK2426'HIGHWAY 167.  IT IS 4.57 METERS (15.0 FT) SOUTH OF THE CENTERLINE OF
 BK2426'THE WEST BOUND LANE OF THE INTERSTATE AND 3.47 METERS (11.4 FT) EAST
 BK2426'OF THE WEST END OF THE CURBING AND RETAINING WALL.
 BK2426'THE MARK IS 0.25 M ABOVE INTERSTATE.
 BK2426
 BK2426                          STATION RECOVERY (2003)
 BK2426
 BK2426'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2426'RECOVERED IN GOOD CONDITION.
 BK2426
 BK2426                          STATION RECOVERY (2004)
 BK2426
 BK2426'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK2426' 
 BK2426' 
 BK2426
 BK2426                          STATION RECOVERY (2006)
 BK2426
 BK2426'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2720 ***********************************************************************
 BK2720  DESIGNATION -  28 A 023 LDH 1967
 BK2720  PID         -  BK2720
 BK2720  STATE/COUNTY-  LA/LAFAYETTE
 BK2720  USGS QUAD   -  CARENCRO (1983)
 BK2720
 BK2720                         *CURRENT SURVEY CONTROL
 BK2720  ___________________________________________________________________
 BK2720* NAD 83(1992)-  30 16 33.59603(N)    092 01 06.94897(W)     ADJUSTED  
 BK2720* NAVD 88     -        14.3  **(meters)      47.   **(feet)  VERTCON   
 BK2720  **This station is located in a subsidence area (see below).
 BK2720  ___________________________________________________________________
 BK2720  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2720  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2720
 BK2720  HORZ ORDER  -  SECOND
 BK2720
 BK2720.The horizontal coordinates were established by classical geodetic methods
 BK2720.and adjusted by the National Geodetic Survey in January 1993..
 BK2720
 BK2720 ** The orthometric height has not been validated since last determined
 BK2720 ** by differential leveling and should not be used for control purposes.
 BK2720 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2720 ** area with valid NAVD 88 orthometric heights.
 BK2720 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2720 ** epoch indicated which incorporates improved geoid heights for the
 BK2720 ** Southern Louisiana Subsidence area.
 BK2720 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2720
 BK2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2720
 BK2720.The geoid height was determined by GEOID03.
 BK2720
 BK2720;                    North         East     Units Scale Factor Converg.
 BK2720;SPC LA S     -   197,057.191   934,069.723   MT  0.99993723   -0 20 33.5
 BK2720;SPC LA S     -   646,511.80  3,064,527.08   sFT  0.99993723   -0 20 33.5
 BK2720;UTM  15      - 3,349,776.511   594,393.321   MT  0.99970992   +0 29 41.4
 BK2720
 BK2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2720!SPC LA S     -   1.00000206  x   0.99993723  =   0.99993929
 BK2720!UTM  15      -   1.00000206  x   0.99970992  =   0.99971198
 BK2720
 BK2720:                Primary Azimuth Mark                     Grid Az
 BK2720:SPC LA S     -  28 A 022                                 172 36 02.8
 BK2720:UTM  15      -  28 A 022                                 171 45 47.9
 BK2720
 BK2720|---------------------------------------------------------------------|
 BK2720| PID    Reference Object                     Distance      Geod. Az  |
 BK2720|                                                           dddmmss.s |
 BK2720| BK2426 28 A 022                            APPROX. 1.8 KM 1721529.3 |
 BK2720| BK2719 MOUTON                               30.186 METERS 17454     |
 BK2720|---------------------------------------------------------------------|
 BK2720
 BK2720                          SUPERSEDED SURVEY CONTROL
 BK2720
 BK2720  NAD 83(1986)-  30 16 33.61582(N)    092 01 06.94319(W) AD(       ) 2
 BK2720  NAD 27      -  30 16 32.89702(N)    092 01 06.51074(W) AD(       ) 2
 BK2720  NGVD 29 (07/19/86)   14.3    (m)           47.     (f) VERT ANG       
 BK2720
 BK2720.Superseded values are not recommended for survey control.
 BK2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2720.See file dsdata.txt to determine how the superseded data were derived.
 BK2720
 BK2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9439349777(NAD 83)
 BK2720_MARKER: DD = SURVEY DISK
 BK2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2720+STABILITY: SURFACE MOTION
 BK2720
 BK2720  HISTORY     - Date     Condition        Report By
 BK2720  HISTORY     - 1967     MONUMENTED       LADH
 BK2720  HISTORY     - 1970     GOOD             NGS
 BK2720  HISTORY     - 1973     GOOD             NGS
 BK2720  HISTORY     - 19950401 MARK NOT FOUND   USPSQD
 BK2720  HISTORY     - 20030512 MARK NOT FOUND   USPSQD
 BK2720  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BK2720
 BK2720                          STATION DESCRIPTION
 BK2720
 BK2720'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2720'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 1.10 MILES
 BK2720'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167 IN
 BK2720'LAFAYETTE.  THE STATION IS SET TO THE EAST OF THE HIGHWAY IN THE
 BK2720'NORTHEAST QUADRANT OF THE MOUTON SWITCH INTERSECTION, 1.65 FEET
 BK2720'SOUTH OF A METAL WITNESS POST AND SIGN, 2.00 FEET WEST OF THE EAST
 BK2720'RIGHT OF WAY FENCE, 212.55 FEET NORTH OF SOUTHERN BELL TELEPHONE AND
 BK2720'TELEGRAPH POLE NO. 2 IN THE EAST CORNER OF THE FENCE, AND 108.35
 BK2720'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF U. S.
 BK2720'HIGHWAY 167.
 BK2720'
 BK2720'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2720'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2720'GROUND.  STATION IS STAMPED 28A023.
 BK2720'
 BK2720'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2720'HIGHWAY 167 IN LAFAYETTE, FOLLOW U. S. HIGHWAY 167 NORTH FOR 1.10
 BK2720'MILES TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BK2720'
 BK2720'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2720
 BK2720                          STATION RECOVERY (1970)
 BK2720
 BK2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RT)
 BK2720'THE STATION WAS VISITED AUGUST 3, 1970 AND THE STATION MARK WAS FOUND
 BK2720'IN GOOD CONDITION.
 BK2720'
 BK2720'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK2720
 BK2720                          STATION RECOVERY (1973)
 BK2720
 BK2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BK2720'THE STATION IS LOCATED 6.5 MILES WEST-NORTHWEST OF BREAUX BRIDGE, 4
 BK2720'MILES NORTHEAST OF LAFAYETTE, AND 3.5 MILES SOUTHEAST OF CARENCRO,
 BK2720'IN THE NORTHWEST QUARTER OF SECTION 48, T9S, R4E, AND ON THE
 BK2720'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK2720'
 BK2720'TO REACH THE STATION FROM THE U. S. HIGHWAY 167 AND INTERSTATE 10
 BK2720'INTERCHANGE IN NORTH LAFAYETTE, DRIVE NORTH ALONG U. S. HIGHWAY 167
 BK2720'FOR 1 MILE TO THE JUNCTION WITH MOUTON SWITCH ROAD.  THE STATION IS
 BK2720'SET IN THE NORTHEAST QUADRANT OF THE JUNCTION NEAR A FENCE.
 BK2720'
 BK2720'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2720'USC AND GS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2720'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BK2720'28A023.  IT IS 109 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 BK2720'NORTHBOUND LANE ON U. S. HIGHWAY 167, 2 FEET WEST OF A FENCE, AND
 BK2720'1.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BK2720'
 BK2720'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK2720
 BK2720                          STATION RECOVERY (1995)
 BK2720
 BK2720'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2720'MARK NOT FOUND.
 BK2720
 BK2720                          STATION RECOVERY (2003)
 BK2720
 BK2720'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2720'MARK NOT FOUND.
 BK2720
 BK2720                          STATION RECOVERY (2004)
 BK2720
 BK2720'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK2720' 
 BK2720' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2424 ***********************************************************************
 BK2424  DESIGNATION -  28 A 024
 BK2424  PID         -  BK2424
 BK2424  STATE/COUNTY-  LA/LAFAYETTE
 BK2424  USGS QUAD   -  CARENCRO (1983)
 BK2424
 BK2424                         *CURRENT SURVEY CONTROL
 BK2424  ___________________________________________________________________
 BK2424* NAD 83(1992)-  30 17 07.30533(N)    092 01 20.00802(W)     ADJUSTED  
 BK2424* NAVD 88     -        13.   **(meters)      43.   **(feet)  SCALED    
 BK2424  **This station is located in a subsidence area (see below).
 BK2424  ___________________________________________________________________
 BK2424  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK2424  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2424  DYNAMIC HT  -          13.5   (meters)      44.    (feet)  COMP
 BK2424  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 BK2424
 BK2424  HORZ ORDER  -  SECOND
 BK2424
 BK2424.The horizontal coordinates were established by classical geodetic methods
 BK2424.and adjusted by the National Geodetic Survey in January 1993..
 BK2424
 BK2424 ** The orthometric height has not been validated since last determined
 BK2424 ** by differential leveling and should not be used for control purposes.
 BK2424 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2424 ** area with valid NAVD 88 orthometric heights.
 BK2424 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2424 ** epoch indicated which incorporates improved geoid heights for the
 BK2424 ** Southern Louisiana Subsidence area.
 BK2424 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2424.The orthometric height was scaled from a topographic map.
 BK2424
 BK2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2424
 BK2424.The geoid height was determined by GEOID03.
 BK2424
 BK2424.The dynamic height is computed by dividing the NAVD 88
 BK2424.geopotential number by the normal gravity value computed on the
 BK2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2424.degrees latitude (g = 980.6199 gals.).
 BK2424
 BK2424.The modeled gravity was interpolated from observed gravity values.
 BK2424
 BK2424;                    North         East     Units Scale Factor Converg.
 BK2424;SPC LA S     -   198,097.233   933,726.958   MT  0.99993802   -0 20 40.0
 BK2424;SPC LA S     -   649,924.01  3,063,402.53   sFT  0.99993802   -0 20 40.0
 BK2424;UTM  15      - 3,350,811.196   594,035.472   MT  0.99970909   +0 29 35.3
 BK2424
 BK2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2424!SPC LA S     -   1.00000219  x   0.99993802  =   0.99994021
 BK2424!UTM  15      -   1.00000219  x   0.99970909  =   0.99971128
 BK2424
 BK2424:                Primary Azimuth Mark                     Grid Az
 BK2424:SPC LA S     -  28 A 025 LDH 1967                        350 12 24.2
 BK2424:UTM  15      -  28 A 025 LDH 1967                        349 22 08.9
 BK2424
 BK2424|---------------------------------------------------------------------|
 BK2424| PID    Reference Object                     Distance      Geod. Az  |
 BK2424|                                                           dddmmss.s |
 BK2424| BK2702 28 A 025 LDH 1967                   APPROX. 1.3 KM 3495144.2 |
 BK2424|---------------------------------------------------------------------|
 BK2424
 BK2424                          SUPERSEDED SURVEY CONTROL
 BK2424
 BK2424  NAD 83(1986)-  30 17 07.32514(N)    092 01 20.00229(W) AD(       ) 2
 BK2424  NAD 27      -  30 17 06.60669(N)    092 01 19.56958(W) AD(       ) 2
 BK2424  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 BK2424
 BK2424.Superseded values are not recommended for survey control.
 BK2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2424.See file dsdata.txt to determine how the superseded data were derived.
 BK2424
 BK2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9403550811(NAD 83)
 BK2424_MARKER: DD = SURVEY DISK
 BK2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2424_SP_SET: CONCRETE POST
 BK2424_STAMPING: 28 A 024
 BK2424_MARK LOGO: LADH  
 BK2424_PROJECTION: FLUSH
 BK2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2424+STABILITY: SURFACE MOTION
 BK2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2424+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BK2424
 BK2424  HISTORY     - Date     Condition        Report By
 BK2424  HISTORY     - 1967     MONUMENTED       LADH
 BK2424  HISTORY     - 1986     GOOD             NGS
 BK2424  HISTORY     - 20030512 GOOD             USPSQD
 BK2424  HISTORY     - 20040705 GOOD             DEWDAV
 BK2424  HISTORY     - 20060803 GOOD             USPSQD
 BK2424
 BK2424                          STATION DESCRIPTION
 BK2424
 BK2424'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2424'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 1.80 MILES
 BK2424'FROM THE INTERSTATE 10 INTERCHANGE OVER U. S. HIGHWAY 167, 1.75 FEET
 BK2424'WEST OF A METAL WITNESS POST AND SIGN, 2.35 FEET EAST OF THE EAST
 BK2424'RIGHT OF WAY FENCE, 132.0 FEET EAST OF A 14 INCH PECAN TREE,
 BK2424'102.50 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.
 BK2424'S. HIGHWAY 167.
 BK2424'
 BK2424'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2424'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2424'GROUND.  STATION IS STAMPED 28A024.
 BK2424'
 BK2424'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE OVER U.
 BK2424'S. HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 1.80 MILES TO THE
 BK2424'STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2424'
 BK2424'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2424
 BK2424                          STATION RECOVERY (1986)
 BK2424
 BK2424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2424'2.9 KM (1.8 MI) NORTH FROM LAFAYETTE.
 BK2424'2.9 KM (1.8 MILES) NORTH ALONG U.S. HIGHWAY 167 FROM THE INTERSTATE 10
 BK2424'INTERCHANGE OVER U.S. HIGHWAY 167 IN LAFAYETTE TO THE MARK ON THE
 BK2424'LEFT.  IT IS 31.24 METERS (102.5 FT) WEST OF THE CENTERLINE OF THE
 BK2424'HIGHWAY, 0.70 METERS (2.3 FT) EAST OF A RIGHT-OF-WAY FENCE, 0.24
 BK2424'METERS (0.8 FT) NORTH OF A METAL WITNESS POST AND 0.21 METERS (0.7 FT)
 BK2424'SOUTH OF A METAL WITNESS POST.
 BK2424'THE MARK IS 0.33 METERS  W FROM  A WITNESS POST
 BK2424'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2424
 BK2424                          STATION RECOVERY (2003)
 BK2424
 BK2424'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2424'RECOVERED IN GOOD CONDITION.
 BK2424
 BK2424                          STATION RECOVERY (2004)
 BK2424
 BK2424'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BK2424'RECOVERED IN GOOD CONDITION.
 BK2424
 BK2424                          STATION RECOVERY (2006)
 BK2424
 BK2424'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2702 ***********************************************************************
 BK2702  DESIGNATION -  28 A 025 LDH 1967
 BK2702  PID         -  BK2702
 BK2702  STATE/COUNTY-  LA/LAFAYETTE
 BK2702  USGS QUAD   -  CARENCRO (1983)
 BK2702
 BK2702                         *CURRENT SURVEY CONTROL
 BK2702  ___________________________________________________________________
 BK2702* NAD 83(1992)-  30 17 48.43831(N)    092 01 28.48367(W)     ADJUSTED  
 BK2702* NAVD 88     -        15.0  **(meters)      49.   **(feet)  VERTCON   
 BK2702  **This station is located in a subsidence area (see below).
 BK2702  ___________________________________________________________________
 BK2702  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK2702  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2702
 BK2702  HORZ ORDER  -  SECOND
 BK2702
 BK2702.The horizontal coordinates were established by classical geodetic methods
 BK2702.and adjusted by the National Geodetic Survey in January 1993..
 BK2702
 BK2702 ** The orthometric height has not been validated since last determined
 BK2702 ** by differential leveling and should not be used for control purposes.
 BK2702 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2702 ** area with valid NAVD 88 orthometric heights.
 BK2702 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2702 ** epoch indicated which incorporates improved geoid heights for the
 BK2702 ** Southern Louisiana Subsidence area.
 BK2702 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2702
 BK2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2702
 BK2702.The geoid height was determined by GEOID03.
 BK2702
 BK2702;                    North         East     Units Scale Factor Converg.
 BK2702;SPC LA S     -   199,365.134   933,508.107   MT  0.99993903   -0 20 44.3
 BK2702;SPC LA S     -   654,083.78  3,062,684.51   sFT  0.99993903   -0 20 44.3
 BK2702;UTM  15      - 3,352,075.470   593,798.163   MT  0.99970854   +0 29 31.6
 BK2702
 BK2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2702!SPC LA S     -   1.00000195  x   0.99993903  =   0.99994098
 BK2702!UTM  15      -   1.00000195  x   0.99970854  =   0.99971049
 BK2702
 BK2702:                Primary Azimuth Mark                     Grid Az
 BK2702:SPC LA S     -  28 A 024                                 170 12 24.2
 BK2702:UTM  15      -  28 A 024                                 169 22 08.3
 BK2702
 BK2702|---------------------------------------------------------------------|
 BK2702| PID    Reference Object                     Distance      Geod. Az  |
 BK2702|                                                           dddmmss.s |
 BK2702| BK2424 28 A 024                            APPROX. 1.3 KM 1695139.9 |
 BK2702|---------------------------------------------------------------------|
 BK2702
 BK2702                          SUPERSEDED SURVEY CONTROL
 BK2702
 BK2702  NAD 83(1986)-  30 17 48.45814(N)    092 01 28.47795(W) AD(       ) 2
 BK2702  NAD 27      -  30 17 47.74018(N)    092 01 28.04529(W) AD(       ) 2
 BK2702  NGVD 29 (07/19/86)   15.0    (m)           49.     (f) VERT ANG       
 BK2702
 BK2702.Superseded values are not recommended for survey control.
 BK2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2702.See file dsdata.txt to determine how the superseded data were derived.
 BK2702
 BK2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9379852075(NAD 83)
 BK2702_MARKER: DD = SURVEY DISK
 BK2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2702+STABILITY: SURFACE MOTION
 BK2702
 BK2702  HISTORY     - Date     Condition        Report By
 BK2702  HISTORY     - 1967     MONUMENTED       LADH
 BK2702  HISTORY     - 19950401 GOOD             USPSQD
 BK2702
 BK2702                          STATION DESCRIPTION
 BK2702
 BK2702'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2702'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 2.49 MILES
 BK2702'FROM THE INTERSTATE 10 INTERCHANGE IN LAFAYETTE.  THE STATION IS SET
 BK2702'TO THE EAST OF U. S. HIGHWAY 167 IN THE NORTHEAST QUADRANT OF THE
 BK2702'GLORIA SWITCH INTERSECTION, 1.00 FEET EAST OF A METAL WITNESS POST
 BK2702'AND SIGN, 1.95 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 123.45
 BK2702'FEET SOUTH OF THE CENTER OF THE LOUISIANA INTRA STATE GAS LINE
 BK2702'RIGHT OF WAY, 111.55 FEET EAST OF THE CENTERLINE OF THE NORTH
 BK2702'BOUND LANE OF U. S. HIGHWAY 167, AND 350 FEET SOUTH OF THE
 BK2702'MCLANCON JOHN DEERE TRACTOR COMPANY.
 BK2702'
 BK2702'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2702'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2702'GROUND.  STATION IS STAMPED 28A025.
 BK2702'
 BK2702'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2702'HIGHWAY 167 NORTH OF LAFAYETTE, FOLLOW U. S. HIGHWAY 167 NORTH FOR
 BK2702'2.49 MILES TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BK2702'
 BK2702'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2702
 BK2702                          STATION RECOVERY (1995)
 BK2702
 BK2702'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2423 ***********************************************************************
 BK2423  DESIGNATION -  28 A 025 RESET
 BK2423  PID         -  BK2423
 BK2423  STATE/COUNTY-  LA/LAFAYETTE
 BK2423  USGS QUAD   -  CARENCRO (1983)
 BK2423
 BK2423                         *CURRENT SURVEY CONTROL
 BK2423  ___________________________________________________________________
 BK2423* NAD 83(1992)-  30 17 49.41165(N)    092 01 28.29181(W)     ADJUSTED  
 BK2423* NAVD 88     -        15.   **(meters)      49.   **(feet)  SCALED    
 BK2423  **This station is located in a subsidence area (see below).
 BK2423  ___________________________________________________________________
 BK2423  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK2423  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2423  DYNAMIC HT  -          14.9   (meters)      49.    (feet)  COMP
 BK2423  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 BK2423
 BK2423  HORZ ORDER  -  SECOND
 BK2423
 BK2423.The horizontal coordinates were established by classical geodetic methods
 BK2423.and adjusted by the National Geodetic Survey in January 1993..
 BK2423
 BK2423 ** The orthometric height has not been validated since last determined
 BK2423 ** by differential leveling and should not be used for control purposes.
 BK2423 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2423 ** area with valid NAVD 88 orthometric heights.
 BK2423 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2423 ** epoch indicated which incorporates improved geoid heights for the
 BK2423 ** Southern Louisiana Subsidence area.
 BK2423 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2423.The orthometric height was scaled from a topographic map.
 BK2423
 BK2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2423
 BK2423.The geoid height was determined by GEOID03.
 BK2423
 BK2423.The dynamic height is computed by dividing the NAVD 88
 BK2423.geopotential number by the normal gravity value computed on the
 BK2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2423.degrees latitude (g = 980.6199 gals.).
 BK2423
 BK2423.The modeled gravity was interpolated from observed gravity values.
 BK2423
 BK2423;                    North         East     Units Scale Factor Converg.
 BK2423;SPC LA S     -   199,395.073   933,513.415   MT  0.99993905   -0 20 44.2
 BK2423;SPC LA S     -   654,182.00  3,062,701.93   sFT  0.99993905   -0 20 44.2
 BK2423;UTM  15      - 3,352,105.477   593,803.031   MT  0.99970855   +0 29 31.7
 BK2423
 BK2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2423!SPC LA S     -   1.00000197  x   0.99993905  =   0.99994102
 BK2423!UTM  15      -   1.00000197  x   0.99970855  =   0.99971052
 BK2423
 BK2423                          SUPERSEDED SURVEY CONTROL
 BK2423
 BK2423  NAD 83(1986)-  30 17 49.43148(N)    092 01 28.28609(W) AD(       ) 2
 BK2423  NAD 27      -  30 17 48.71356(N)    092 01 27.85344(W) AD(       ) 2
 BK2423  NGVD 29 (07/19/86)   14.7    (m)           48.     (f) VERT ANG       
 BK2423
 BK2423.Superseded values are not recommended for survey control.
 BK2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2423.See file dsdata.txt to determine how the superseded data were derived.
 BK2423
 BK2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9380352105(NAD 83)
 BK2423_MARKER: DD = SURVEY DISK
 BK2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2423_SP_SET: CONCRETE POST
 BK2423_STAMPING: 28 A 025 RESET 1977
 BK2423_MARK LOGO: LADH  
 BK2423_PROJECTION: FLUSH
 BK2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2423+STABILITY: SURFACE MOTION
 BK2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2423+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BK2423
 BK2423  HISTORY     - Date     Condition        Report By
 BK2423  HISTORY     - 1977     MONUMENTED       LADH
 BK2423  HISTORY     - 1986     GOOD             NGS
 BK2423  HISTORY     - 20020522 GOOD             JCLS
 BK2423  HISTORY     - 20030619 GOOD             USPSQD
 BK2423  HISTORY     - 20040918 GOOD             USPSQD
 BK2423  HISTORY     - 20060803 GOOD             USPSQD
 BK2423
 BK2423                          STATION DESCRIPTION
 BK2423
 BK2423'DESCRIBED BY LA DEPT OF HIGHWAYS 1977 (AKH)
 BK2423'THE STATION IS LOCATED 2.5 MILES NORTH ALONG INTERSTATE HIGHWAY 49
 BK2423'FROM ITS INTERSECTION WITH INTERSTATE 10 IN LAFAYETTE.  IT IS AT THE
 BK2423'MELANCON EQUIPTMENT CO. (JOHN DEERE), ABOUT 100 YARDS NORTH OF THE
 BK2423'BUTCHER SWICH ROAD, 101 FEET EAST OF THE CENTER OF THE NORTH BOUND
 BK2423'LANE OF INTERSTATE 49, 50 FEET EAST-NORTHEAST OF THE CENTER OF
 BK2423'THE FRONTAGE ROAD, 134 FEET SOUTH OF THE JOHN DEERE SIGN, 182
 BK2423'FEET SOUTH OF THE CENTER OF THE GRAVELED ENTRANCE TO THE MELANCON
 BK2423'EQUIPMENT CO, 14 FEET NORTH OF THE NATURAL GAS LINE VENT, 178
 BK2423'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHED ATTACHED TO
 BK2423'THE MAIN EQUIPMENT BUILDING, 1 FOOT NORTHWEST OF A METAL WITNESS
 BK2423'POST, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 BK2423'USC AND GS AND STATE SURVEY DISK, STAMPED A025 RESET 1977,
 BK2423'FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS 38 INCHES BELOW
 BK2423'THE GROUND.
 BK2423'
 BK2423'THE DIFFERENCE IN ELEVATION BETWEEN 28A025 (LDH) AND 28A025 RESET
 BK2423'1977 IS -0.764 FEET.
 BK2423'
 BK2423'TRAVERSE STATION 28A025 (LDH) WAS DESTROYED AND THE DISK RECLAIMED
 BK2423'AFTER A NEW STATION WAS ESTABLISHED.
 BK2423'
 BK2423'NEAREST TOWN--LAFAYETTE.
 BK2423
 BK2423                          STATION RECOVERY (1986)
 BK2423
 BK2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2423'4.0 KM (2.5 MI) NORTH FROM LAFAYETTE.
 BK2423'4.0 KM (2.5 MILES) NORTH ALONG U.S. HIGHWAY 167 FROM THE INTERSTATE 10
 BK2423'INTERCHANGE OVER U.S. HIGHWAY 167 IN LAFAYETTE TO THE MARK ON THE
 BK2423'RIGHT.  IT IS 15.24 METERS (50.0 FT) NORTHEAST OF THE CENTERLINE OF A
 BK2423'FRONTAGE ROAD, 4.39 METERS (14.4 FT) NORTHWEST OF A GAS LINE T-VENT,
 BK2423'0.52 METERS (1.7 FT) SOUTHWEST OF A CHAIN LINK FENCE, 0.46 METERS (1.5
 BK2423'FT) SOUTHEAST OF A HIGHWAY RIGGHT-OF-WAY MARKER, 0.30 METERS (1.0 FT)
 BK2423'NORTHWEST OF A METAL WITNESS POST AND 0.30 METERS (1.0 FT) SOUTHEAST
 BK2423'OF A METAL WITNESS POST.
 BK2423'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 BK2423'THE MARK IS 3.05 M BELOW HIGHWAY.
 BK2423
 BK2423                          STATION RECOVERY (2002)
 BK2423
 BK2423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 BK2423'RECOVERED IN GOOD CONDITION.
 BK2423
 BK2423                          STATION RECOVERY (2003)
 BK2423
 BK2423'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2423'RECOVERED IN GOOD CONDITION.
 BK2423
 BK2423                          STATION RECOVERY (2004)
 BK2423
 BK2423'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK2423'
 BK2423'
 BK2423
 BK2423                          STATION RECOVERY (2006)
 BK2423
 BK2423'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2704 ***********************************************************************
 BK2704  DESIGNATION -  28 A 026
 BK2704  PID         -  BK2704
 BK2704  STATE/COUNTY-  LA/LAFAYETTE
 BK2704  USGS QUAD   -  CARENCRO (1983)
 BK2704
 BK2704                         *CURRENT SURVEY CONTROL
 BK2704  ___________________________________________________________________
 BK2704* NAD 83(1992)-  30 18 25.22206(N)    092 01 46.05083(W)     ADJUSTED  
 BK2704* NAVD 88     -        15.5  **(meters)      51.   **(feet)  VERTCON   
 BK2704  **This station is located in a subsidence area (see below).
 BK2704  ___________________________________________________________________
 BK2704  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2704  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2704
 BK2704  HORZ ORDER  -  SECOND
 BK2704
 BK2704.The horizontal coordinates were established by classical geodetic methods
 BK2704.and adjusted by the National Geodetic Survey in January 1993..
 BK2704
 BK2704 ** The orthometric height has not been validated since last determined
 BK2704 ** by differential leveling and should not be used for control purposes.
 BK2704 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2704 ** area with valid NAVD 88 orthometric heights.
 BK2704 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2704 ** epoch indicated which incorporates improved geoid heights for the
 BK2704 ** Southern Louisiana Subsidence area.
 BK2704 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2704
 BK2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2704
 BK2704.The geoid height was determined by GEOID03.
 BK2704
 BK2704;                    North         East     Units Scale Factor Converg.
 BK2704;SPC LA S     -   200,500.596   933,045.602   MT  0.99993996   -0 20 53.1
 BK2704;SPC LA S     -   657,809.04  3,061,167.11   sFT  0.99993996   -0 20 53.1
 BK2704;UTM  15      - 3,353,203.787   593,319.215   MT  0.99970743   +0 29 23.3
 BK2704
 BK2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2704!SPC LA S     -   1.00000187  x   0.99993996  =   0.99994183
 BK2704!UTM  15      -   1.00000187  x   0.99970743  =   0.99970930
 BK2704
 BK2704:                Primary Azimuth Mark                     Grid Az
 BK2704:SPC LA S     -  28 A 027 LDH 1967                        344 11 35.8
 BK2704:UTM  15      -  28 A 027 LDH 1967                        343 21 19.4
 BK2704
 BK2704|---------------------------------------------------------------------|
 BK2704| PID    Reference Object                     Distance      Geod. Az  |
 BK2704|                                                           dddmmss.s |
 BK2704| BK2705 28 A 027 LDH 1967                   APPROX. 1.2 KM 3435042.7 |
 BK2704|---------------------------------------------------------------------|
 BK2704
 BK2704                          SUPERSEDED SURVEY CONTROL
 BK2704
 BK2704  NAD 83(1986)-  30 18 25.24190(N)    092 01 46.04509(W) AD(       ) 2
 BK2704  NAD 27      -  30 18 24.52435(N)    092 01 45.61203(W) AD(       ) 2
 BK2704  NGVD 29 (07/19/86)   15.5    (m)           51.     (f) VERT ANG       
 BK2704
 BK2704.Superseded values are not recommended for survey control.
 BK2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2704.See file dsdata.txt to determine how the superseded data were derived.
 BK2704
 BK2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9331953204(NAD 83)
 BK2704_MARKER: DD = SURVEY DISK
 BK2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2704+STABILITY: SURFACE MOTION
 BK2704
 BK2704  HISTORY     - Date     Condition        Report By
 BK2704  HISTORY     - 1967     MONUMENTED       LADH
 BK2704  HISTORY     - 19950401 MARK NOT FOUND   USPSQD
 BK2704  HISTORY     - 20060526 MARK NOT FOUND   NGS
 BK2704
 BK2704                          STATION DESCRIPTION
 BK2704
 BK2704'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2704'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 3.40 MILES
 BK2704'FROM THE INTERSTATE 10 INTERCHANGE OVER U. S. HIGHWAY 167.  THE
 BK2704'STATION IS 1.30 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 2.55
 BK2704'FEET EAST OF THE WEST RIGHT OF WAY FENCE, 22.80 FEET NORTH OF
 BK2704'SOUTHERN BELL TELEPHONE AND TELEGRAPH POLE NO. 6, 46.55 FEET
 BK2704'NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 67.75 FEET NORTH OF A
 BK2704'CONCRETE HIGHWAY MARKER IN A FENCE CORNER, 101.90 FEET WEST OF
 BK2704'THE CENTERLINE OF THE SOUTH BOUND LANE OF U. S. HIGHWAY 167, AND
 BK2704'25.0 FEET NORTHEAST OF THE NORMANDIE RESTAURANT SIGN.
 BK2704'
 BK2704'THIS STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2704'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BK2704'THE GROUND.  STATION IS STAMPED 28A026.
 BK2704'
 BK2704'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2704'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 3.40 MILES TO THE
 BK2704'STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2704'
 BK2704'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2704
 BK2704                          STATION RECOVERY (1995)
 BK2704
 BK2704'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2704'MARK NOT FOUND.
 BK2704
 BK2704                          STATION RECOVERY (2006)
 BK2704
 BK2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BK2704'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2705 ***********************************************************************
 BK2705  DESIGNATION -  28 A 027 LDH 1967
 BK2705  PID         -  BK2705
 BK2705  STATE/COUNTY-  LA/LAFAYETTE
 BK2705  USGS QUAD   -  CARENCRO (1983)
 BK2705
 BK2705                         *CURRENT SURVEY CONTROL
 BK2705  ___________________________________________________________________
 BK2705* NAD 83(1992)-  30 19 01.11371(N)    092 01 58.03453(W)     ADJUSTED  
 BK2705* NAVD 88     -        15.1  **(meters)      50.   **(feet)  VERTCON   
 BK2705  **This station is located in a subsidence area (see below).
 BK2705  ___________________________________________________________________
 BK2705  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2705  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2705
 BK2705  HORZ ORDER  -  SECOND
 BK2705
 BK2705.The horizontal coordinates were established by classical geodetic methods
 BK2705.and adjusted by the National Geodetic Survey in January 1993..
 BK2705
 BK2705 ** The orthometric height has not been validated since last determined
 BK2705 ** by differential leveling and should not be used for control purposes.
 BK2705 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2705 ** area with valid NAVD 88 orthometric heights.
 BK2705 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2705 ** epoch indicated which incorporates improved geoid heights for the
 BK2705 ** Southern Louisiana Subsidence area.
 BK2705 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2705
 BK2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2705
 BK2705.The geoid height was determined by GEOID03.
 BK2705
 BK2705;                    North         East     Units Scale Factor Converg.
 BK2705;SPC LA S     -   201,607.700   932,732.182   MT  0.99994091   -0 20 59.0
 BK2705;SPC LA S     -   661,441.26  3,060,138.83   sFT  0.99994091   -0 20 59.0
 BK2705;UTM  15      - 3,354,305.932   592,989.715   MT  0.99970668   +0 29 17.8
 BK2705
 BK2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2705!SPC LA S     -   1.00000193  x   0.99994091  =   0.99994284
 BK2705!UTM  15      -   1.00000193  x   0.99970668  =   0.99970861
 BK2705
 BK2705:                Primary Azimuth Mark                     Grid Az
 BK2705:SPC LA S     -  28 A 026                                 164 11 35.6
 BK2705:UTM  15      -  28 A 026                                 163 21 18.8
 BK2705
 BK2705|---------------------------------------------------------------------|
 BK2705| PID    Reference Object                     Distance      Geod. Az  |
 BK2705|                                                           dddmmss.s |
 BK2705| BK2704 28 A 026                            APPROX. 1.2 KM 1635036.6 |
 BK2705|---------------------------------------------------------------------|
 BK2705
 BK2705                          SUPERSEDED SURVEY CONTROL
 BK2705
 BK2705  NAD 83(1986)-  30 19 01.13358(N)    092 01 58.02877(W) AD(       ) 2
 BK2705  NAD 27      -  30 19 00.41643(N)    092 01 57.59554(W) AD(       ) 2
 BK2705  NGVD 29 (07/19/86)   15.1    (m)           50.     (f) VERT ANG       
 BK2705
 BK2705.Superseded values are not recommended for survey control.
 BK2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2705.See file dsdata.txt to determine how the superseded data were derived.
 BK2705
 BK2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9299054306(NAD 83)
 BK2705_MARKER: DD = SURVEY DISK
 BK2705_SETTING: 0 = UNSPECIFIED SETTING
 BK2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2705
 BK2705  HISTORY     - Date     Condition        Report By
 BK2705  HISTORY     - 1967     MONUMENTED       LADH
 BK2705  HISTORY     - 19950401 MARK NOT FOUND   USPSQD
 BK2705
 BK2705                          STATION DESCRIPTION
 BK2705
 BK2705'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2705'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 4.10 MILES
 BK2705'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE
 BK2705'STATION IS SET TO THE WEST OF THE HIGHWAY NEAR A BUILDING, 2.33
 BK2705'FEET WEST OF A METAL WITNESS POST AND SIGN, 98.04 FEET WEST
 BK2705'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U. S. HIGHWAY 167,
 BK2705'7.00 FEET EAST OF THE RIGHT OF WAY FENCE, AND 114.25 FEET SOUTH
 BK2705'OF A 20 INCH OAK TREE IN FRONT OF A BRICK BUILDING.
 BK2705'
 BK2705'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
 BK2705'POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 BK2705'GROUND.  STATION IS STAMPED 28A027.
 BK2705'
 BK2705'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2705'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 4.10 MILES TO THE
 BK2705'STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2705'
 BK2705'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2705
 BK2705                          STATION RECOVERY (1995)
 BK2705
 BK2705'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2706 ***********************************************************************
 BK2706  DESIGNATION -  28 A 027 LDH RESET 1977
 BK2706  PID         -  BK2706
 BK2706  STATE/COUNTY-  LA/LAFAYETTE
 BK2706  USGS QUAD   -  CARENCRO (1983)
 BK2706
 BK2706                         *CURRENT SURVEY CONTROL
 BK2706  ___________________________________________________________________
 BK2706* NAD 83(1992)-  30 19 02.45116(N)    092 01 58.56395(W)     ADJUSTED  
 BK2706* NAVD 88     -        14.6  **(meters)      48.   **(feet)  VERTCON   
 BK2706  **This station is located in a subsidence area (see below).
 BK2706  ___________________________________________________________________
 BK2706  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2706  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2706
 BK2706  HORZ ORDER  -  SECOND
 BK2706
 BK2706.The horizontal coordinates were established by classical geodetic methods
 BK2706.and adjusted by the National Geodetic Survey in January 1993..
 BK2706
 BK2706 ** The orthometric height has not been validated since last determined
 BK2706 ** by differential leveling and should not be used for control purposes.
 BK2706 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2706 ** area with valid NAVD 88 orthometric heights.
 BK2706 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2706 ** epoch indicated which incorporates improved geoid heights for the
 BK2706 ** Southern Louisiana Subsidence area.
 BK2706 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2706
 BK2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2706
 BK2706.The geoid height was determined by GEOID03.
 BK2706
 BK2706;                    North         East     Units Scale Factor Converg.
 BK2706;SPC LA S     -   201,648.968   932,718.291   MT  0.99994094   -0 20 59.3
 BK2706;SPC LA S     -   661,576.66  3,060,093.26   sFT  0.99994094   -0 20 59.3
 BK2706;UTM  15      - 3,354,346.983   592,975.225   MT  0.99970664   +0 29 17.5
 BK2706
 BK2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2706!SPC LA S     -   1.00000201  x   0.99994094  =   0.99994295
 BK2706!UTM  15      -   1.00000201  x   0.99970664  =   0.99970865
 BK2706
 BK2706                          SUPERSEDED SURVEY CONTROL
 BK2706
 BK2706  NAD 83(1986)-  30 19 02.47102(N)    092 01 58.55819(W) AD(       ) 2
 BK2706  NAD 27      -  30 19 01.75391(N)    092 01 58.12497(W) AD(       ) 2
 BK2706  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 BK2706
 BK2706.Superseded values are not recommended for survey control.
 BK2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2706.See file dsdata.txt to determine how the superseded data were derived.
 BK2706
 BK2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9297554347(NAD 83)
 BK2706_MARKER: DD = SURVEY DISK
 BK2706_SETTING: 0 = UNSPECIFIED SETTING
 BK2706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2706
 BK2706  HISTORY     - Date     Condition        Report By
 BK2706  HISTORY     - 1977     MONUMENTED       LADH
 BK2706  HISTORY     - 19950330 MARK NOT FOUND   USPSQD
 BK2706
 BK2706                          STATION DESCRIPTION
 BK2706
 BK2706'DESCRIBED BY LA DEPT OF HIGHWAYS 1977 (AKH)
 BK2706'THE STATION IS LOCATED 4.1 MILES NORTH ALONG INTERSTATE 49 FROM ITS
 BK2706'JUNCTION WITH INTERSTATE 10 IN LAFAYETTE, IN THE FRONT YARD OF THE
 BK2706'T. L. JAMES INC, LAFAYETTE OFFICE.  IT IS 36 FEET NORTHEAST OF THE
 BK2706'NORTHEAST CORNER OF THE T. L. JAMES BRICK OFFICE, 28.6 FEET NORTH
 BK2706'OF THE PROJECTED PL PLANE OF THE NORTH WALL OF THE BRICK
 BK2706'BUILDING.  35 FEET WEST OF THE CENTER OF THE FRONTAGE ROAD, 29
 BK2706'FEET NORTH OF A LARGE 4-FOOT OAK TREE, 2.0 FEET EAST OF A LIGHT
 BK2706'POLE WITH A CONCRETE BASE, 3.5 FEET SOUTH-SOUTHWEST OF A JUNCTION
 BK2706'BOX OF THE TELEPHONE CO, 4 FEET SOUTH OF THE CONCRETE PARKING APRON.
 BK2706'IT IS A USGS AND STATE SURVEY DISK STAMPED 28A027 RESET 1977,
 BK2706'FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS 38 FEET BELOW THE
 BK2706'GROUND.
 BK2706'
 BK2706'THE DIFFERENCE IN ELEVATION BETWEEN 28A027 (LDH) AND 28A027 RESET
 BK2706'1977 IS -1.646 FEET.
 BK2706'
 BK2706'TRAVERSE STATION 28A027 (LDH) WAS DESTROYED AFTER A NEW STATION WAS
 BK2706'ESTABLISHED AND THE DISK RECLAIMED.
 BK2706'
 BK2706'NEAREST TOWN--LAFAYETTE.
 BK2706
 BK2706                          STATION RECOVERY (1995)
 BK2706
 BK2706'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2710 ***********************************************************************
 BK2710  DESIGNATION -  28 A 028 LDH 1967
 BK2710  PID         -  BK2710
 BK2710  STATE/COUNTY-  LA/LAFAYETTE
 BK2710  USGS QUAD   -  CARENCRO (1983)
 BK2710
 BK2710                         *CURRENT SURVEY CONTROL
 BK2710  ___________________________________________________________________
 BK2710* NAD 83(1992)-  30 19 57.66142(N)    092 02 17.05900(W)     ADJUSTED  
 BK2710* NAVD 88     -        16.0  **(meters)      52.   **(feet)  VERTCON   
 BK2710  **This station is located in a subsidence area (see below).
 BK2710  ___________________________________________________________________
 BK2710  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2710  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2710
 BK2710  HORZ ORDER  -  SECOND
 BK2710
 BK2710.The horizontal coordinates were established by classical geodetic methods
 BK2710.and adjusted by the National Geodetic Survey in January 1993..
 BK2710
 BK2710 ** The orthometric height has not been validated since last determined
 BK2710 ** by differential leveling and should not be used for control purposes.
 BK2710 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2710 ** area with valid NAVD 88 orthometric heights.
 BK2710 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2710 ** epoch indicated which incorporates improved geoid heights for the
 BK2710 ** Southern Louisiana Subsidence area.
 BK2710 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2710
 BK2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2710
 BK2710.The geoid height was determined by GEOID03.
 BK2710
 BK2710;                    North         East     Units Scale Factor Converg.
 BK2710;SPC LA S     -   203,352.002   932,234.670   MT  0.99994245   -0 21 08.6
 BK2710;SPC LA S     -   667,164.03  3,058,506.58   sFT  0.99994245   -0 21 08.6
 BK2710;UTM  15      - 3,356,042.361   592,466.865   MT  0.99970548   +0 29 09.0
 BK2710
 BK2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2710!SPC LA S     -   1.00000179  x   0.99994245  =   0.99994424
 BK2710!UTM  15      -   1.00000179  x   0.99970548  =   0.99970727
 BK2710
 BK2710:                Primary Azimuth Mark                     Grid Az
 BK2710:SPC LA S     -  28 A 029 LDH 1967                        344 06 20.6
 BK2710:UTM  15      -  28 A 029 LDH 1967                        343 16 03.0
 BK2710
 BK2710|---------------------------------------------------------------------|
 BK2710| PID    Reference Object                     Distance      Geod. Az  |
 BK2710|                                                           dddmmss.s |
 BK2710| BK2711 28 A 029 LDH 1967                   APPROX. 1.5 KM 3434512.0 |
 BK2710|---------------------------------------------------------------------|
 BK2710
 BK2710                          SUPERSEDED SURVEY CONTROL
 BK2710
 BK2710  NAD 83(1986)-  30 19 57.68129(N)    092 02 17.05318(W) AD(       ) 2
 BK2710  NAD 27      -  30 19 56.96515(N)    092 02 16.61981(W) AD(       ) 2
 BK2710  NGVD 29 (07/19/86)   16.0    (m)           52.     (f) VERT ANG       
 BK2710
 BK2710.Superseded values are not recommended for survey control.
 BK2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2710.See file dsdata.txt to determine how the superseded data were derived.
 BK2710
 BK2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9246756042(NAD 83)
 BK2710_MARKER: DD = SURVEY DISK
 BK2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2710+STABILITY: SURFACE MOTION
 BK2710
 BK2710  HISTORY     - Date     Condition        Report By
 BK2710  HISTORY     - 1967     MONUMENTED       LADH
 BK2710  HISTORY     - 19950330 GOOD             USPSQD
 BK2710
 BK2710                          STATION DESCRIPTION
 BK2710
 BK2710'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2710'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 5.10 MILES
 BK2710'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE STATION
 BK2710'IS SET TO THE WEST OF THE HGIHWAY NEAR A CATTLE FEEDING SHED, 1.90
 BK2710'FEET NORTH OF A METAL WITNESS POST AND SIGN, 2.64 FEET EAST OF THE
 BK2710'WEST RIGHT OF WAY FENCE, 102.29 FEET WEST OF THE CENTERLINE OF
 BK2710'THE SOUTH BOUND LANE OF U. S. HIGHWAY 167, 117.5 FEET NORTH OF THE
 BK2710'NORTH GATE POST OF A GAP IN THE FENCE AND ABOUT 130 FEET NORTH OF
 BK2710'THE FRANCIS PLANTATION SIGN.
 BK2710'
 BK2710'THE STATION IS MARKED BY A STANDRD BRONZE DISK SET IN A ROUND
 BK2710'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BK2710'THE GROUND.  STATION IS STAMPED 28A028.
 BK2710'
 BK2710'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2710'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 5.10 MILES TO THE
 BK2710'STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2710'
 BK2710'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2710
 BK2710                          STATION RECOVERY (1995)
 BK2710
 BK2710'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2711 ***********************************************************************
 BK2711  DESIGNATION -  28 A 029 LDH 1967
 BK2711  PID         -  BK2711
 BK2711  STATE/COUNTY-  LA/LAFAYETTE
 BK2711  USGS QUAD   -  CARENCRO (1983)
 BK2711
 BK2711                         *CURRENT SURVEY CONTROL
 BK2711  ___________________________________________________________________
 BK2711* NAD 83(1992)-  30 20 43.67024(N)    092 02 32.51743(W)     ADJUSTED  
 BK2711* NAVD 88     -        15.2  **(meters)      50.   **(feet)  VERTCON   
 BK2711  **This station is located in a subsidence area (see below).
 BK2711  ___________________________________________________________________
 BK2711  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2711  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2711
 BK2711  HORZ ORDER  -  SECOND
 BK2711
 BK2711.The horizontal coordinates were established by classical geodetic methods
 BK2711.and adjusted by the National Geodetic Survey in January 1993..
 BK2711
 BK2711 ** The orthometric height has not been validated since last determined
 BK2711 ** by differential leveling and should not be used for control purposes.
 BK2711 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2711 ** area with valid NAVD 88 orthometric heights.
 BK2711 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2711 ** epoch indicated which incorporates improved geoid heights for the
 BK2711 ** Southern Louisiana Subsidence area.
 BK2711 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2711
 BK2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2711
 BK2711.The geoid height was determined by GEOID03.
 BK2711
 BK2711;                    North         East     Units Scale Factor Converg.
 BK2711;SPC LA S     -   204,771.234   931,830.544   MT  0.99994376   -0 21 16.3
 BK2711;SPC LA S     -   671,820.29  3,057,180.71   sFT  0.99994376   -0 21 16.3
 BK2711;UTM  15      - 3,357,455.192   592,042.119   MT  0.99970451   +0 29 01.8
 BK2711
 BK2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2711!SPC LA S     -   1.00000192  x   0.99994376  =   0.99994568
 BK2711!UTM  15      -   1.00000192  x   0.99970451  =   0.99970643
 BK2711
 BK2711:                Primary Azimuth Mark                     Grid Az
 BK2711:SPC LA S     -  28 A 030 LDH 1967                        346 45 30.6
 BK2711:UTM  15      -  28 A 030 LDH 1967                        345 55 12.5
 BK2711
 BK2711|---------------------------------------------------------------------|
 BK2711| PID    Reference Object                     Distance      Geod. Az  |
 BK2711|                                                           dddmmss.s |
 BK2711| BK2715 28 A 030 LDH 1967                   APPROX. 1.7 KM 3462414.3 |
 BK2711|---------------------------------------------------------------------|
 BK2711
 BK2711                          SUPERSEDED SURVEY CONTROL
 BK2711
 BK2711  NAD 83(1986)-  30 20 43.69011(N)    092 02 32.51156(W) AD(       ) 2
 BK2711  NAD 27      -  30 20 42.97470(N)    092 02 32.07806(W) AD(       ) 2
 BK2711  NGVD 29 (07/19/86)   15.2    (m)           50.     (f) VERT ANG       
 BK2711
 BK2711.Superseded values are not recommended for survey control.
 BK2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2711.See file dsdata.txt to determine how the superseded data were derived.
 BK2711
 BK2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9204257455(NAD 83)
 BK2711_MARKER: DD = SURVEY DISK
 BK2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2711+STABILITY: SURFACE MOTION
 BK2711
 BK2711  HISTORY     - Date     Condition        Report By
 BK2711  HISTORY     - 1967     MONUMENTED       LADH
 BK2711  HISTORY     - 19950401 MARK NOT FOUND   USPSQD
 BK2711
 BK2711                          STATION DESCRIPTION
 BK2711
 BK2711'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2711'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 6.10 MILES
 BK2711'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE
 BK2711'STATION IS 1.46 FEET NORTH OF A METAL WITNESS POST AND SIGN, 2.25
 BK2711'FEET EAST OF THE FENCE, 10.47 FEET NORTH OF A NORTH GATE POST, 61.46
 BK2711'FEET WEST OF THE WEST CORNER OF A CROSS DRAIN ON A FIELD ROAD
 BK2711'LEADING FROM U. S.  HIGHWAY 167, 102.68 FEET WEST OF THE CENTERLINE
 BK2711'OF THE SOUTH BOUND LANE OF U. S. HIGHWAY 167.
 BK2711'
 BK2711'THE STATON IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2711'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2711'GROUND.  STATION IS STAMPED 28A029.
 BK2711'
 BK2711'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2711'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 6.10 MILES TO THE
 BK2711'STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2711'
 BK2711'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2711
 BK2711                          STATION RECOVERY (1995)
 BK2711
 BK2711'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2715 ***********************************************************************
 BK2715  DESIGNATION -  28 A 030 LDH 1967
 BK2715  PID         -  BK2715
 BK2715  STATE/COUNTY-  LA/LAFAYETTE
 BK2715  USGS QUAD   -  CARENCRO (1983)
 BK2715
 BK2715                         *CURRENT SURVEY CONTROL
 BK2715  ___________________________________________________________________
 BK2715* NAD 83(1992)-  30 21 35.91804(N)    092 02 47.08885(W)     ADJUSTED  
 BK2715* NAVD 88     -        16.3  **(meters)      53.   **(feet)  VERTCON   
 BK2715  **This station is located in a subsidence area (see below).
 BK2715  ___________________________________________________________________
 BK2715  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2715  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2715
 BK2715  HORZ ORDER  -  SECOND
 BK2715
 BK2715.The horizontal coordinates were established by classical geodetic methods
 BK2715.and adjusted by the National Geodetic Survey in January 1993..
 BK2715
 BK2715 ** The orthometric height has not been validated since last determined
 BK2715 ** by differential leveling and should not be used for control purposes.
 BK2715 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2715 ** area with valid NAVD 88 orthometric heights.
 BK2715 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2715 ** epoch indicated which incorporates improved geoid heights for the
 BK2715 ** Southern Louisiana Subsidence area.
 BK2715 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2715
 BK2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2715
 BK2715.The geoid height was determined by GEOID03.
 BK2715
 BK2715;                    North         East     Units Scale Factor Converg.
 BK2715;SPC LA S     -   206,382.447   931,451.405   MT  0.99994531   -0 21 23.6
 BK2715;SPC LA S     -   677,106.41  3,055,936.82   sFT  0.99994531   -0 21 23.6
 BK2715;UTM  15      - 3,359,060.299   591,639.540   MT  0.99970360   +0 28 55.2
 BK2715
 BK2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2715!SPC LA S     -   1.00000175  x   0.99994531  =   0.99994706
 BK2715!UTM  15      -   1.00000175  x   0.99970360  =   0.99970535
 BK2715
 BK2715|---------------------------------------------------------------------|
 BK2715| PID    Reference Object                     Distance      Geod. Az  |
 BK2715|                                                           dddmmss.s |
 BK2715| BK2714 28 A 030 LDH RESET 1977              17.337 METERS 08052     |
 BK2715| BK2722 28 A 031 LDH 1967                   APPROX. 1.4 KM 3403718.0 |
 BK2715|---------------------------------------------------------------------|
 BK2715
 BK2715                          SUPERSEDED SURVEY CONTROL
 BK2715
 BK2715  NAD 83(1986)-  30 21 35.93791(N)    092 02 47.08293(W) AD(       ) 2
 BK2715  NAD 27      -  30 21 35.22341(N)    092 02 46.64942(W) AD(       ) 2
 BK2715  NGVD 29 (07/19/86)   16.3    (m)           53.     (f) VERT ANG       
 BK2715
 BK2715.Superseded values are not recommended for survey control.
 BK2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2715.See file dsdata.txt to determine how the superseded data were derived.
 BK2715
 BK2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9164059060(NAD 83)
 BK2715_MARKER: DD = SURVEY DISK
 BK2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2715+STABILITY: SURFACE MOTION
 BK2715
 BK2715  HISTORY     - Date     Condition        Report By
 BK2715  HISTORY     - 1967     MONUMENTED       LADH
 BK2715  HISTORY     - 19950330 MARK NOT FOUND   USPSQD
 BK2715
 BK2715                          STATION DESCRIPTION
 BK2715
 BK2715'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2715'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 7.10 MILES
 BK2715'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE STATION
 BK2715'IS SET TO THE EAST OF THE HIGHWAY IN THE SHOULDER OF A SERVICE
 BK2715'ROAD, 2.03 FEET WEST OF A METAL WITNESS POST AND SIGN, 13.20 FEET
 BK2715'WEST OF THE CENTERLINE OF THE SERVICE ROAD, 57.12 FEET WEST OF
 BK2715'THE EAST RIGHT OF WAY FENCE, 58.31 FEET EAST OF THE CENTERLINE OF
 BK2715'THE NORTH BOUND LANE OF U. S. HIGHWAY 167, AND APPROXIMATELY 230
 BK2715'FEET SOUTH OF THE EARL BRASSEAUX ROAD.
 BK2715'
 BK2715'THIS STATION IS MARKED BY A STANDARD BRONZE DISK IN A ROUND CONCRETE
 BK2715'POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 BK2715'GROUND.  STATION IS STAMPED 28A030.
 BK2715'
 BK2715'TO REACH THE STATION FROM HEH INTERSTATE 10 INTERCHANGE ON U. S.
 BK2715'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 7.10 MILES TO THE
 BK2715'STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BK2715'
 BK2715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2715
 BK2715                          STATION RECOVERY (1995)
 BK2715
 BK2715'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2714 ***********************************************************************
 BK2714  DESIGNATION -  28 A 030 LDH RESET 1977
 BK2714  PID         -  BK2714
 BK2714  STATE/COUNTY-  LA/LAFAYETTE
 BK2714  USGS QUAD   -  CARENCRO (1983)
 BK2714
 BK2714                         *CURRENT SURVEY CONTROL
 BK2714  ___________________________________________________________________
 BK2714* NAD 83(1992)-  30 21 36.00748(N)    092 02 46.44787(W)     ADJUSTED  
 BK2714* NAVD 88     -        15.4  **(meters)      51.   **(feet)  VERTCON   
 BK2714  **This station is located in a subsidence area (see below).
 BK2714  ___________________________________________________________________
 BK2714  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2714  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2714
 BK2714  HORZ ORDER  -  SECOND
 BK2714
 BK2714.The horizontal coordinates were established by classical geodetic methods
 BK2714.and adjusted by the National Geodetic Survey in January 1993..
 BK2714
 BK2714 ** The orthometric height has not been validated since last determined
 BK2714 ** by differential leveling and should not be used for control purposes.
 BK2714 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2714 ** area with valid NAVD 88 orthometric heights.
 BK2714 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2714 ** epoch indicated which incorporates improved geoid heights for the
 BK2714 ** Southern Louisiana Subsidence area.
 BK2714 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2714
 BK2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2714
 BK2714.The geoid height was determined by GEOID03.
 BK2714
 BK2714;                    North         East     Units Scale Factor Converg.
 BK2714;SPC LA S     -   206,385.095   931,468.538   MT  0.99994532   -0 21 23.3
 BK2714;SPC LA S     -   677,115.10  3,055,993.03   sFT  0.99994532   -0 21 23.3
 BK2714;UTM  15      - 3,359,063.196   591,656.629   MT  0.99970364   +0 28 55.5
 BK2714
 BK2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2714!SPC LA S     -   1.00000189  x   0.99994532  =   0.99994721
 BK2714!UTM  15      -   1.00000189  x   0.99970364  =   0.99970553
 BK2714
 BK2714                          SUPERSEDED SURVEY CONTROL
 BK2714
 BK2714  NAD 83(1986)-  30 21 36.02735(N)    092 02 46.44196(W) AD(       ) 2
 BK2714  NAD 27      -  30 21 35.31287(N)    092 02 46.00846(W) AD(       ) 2
 BK2714  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 BK2714
 BK2714.Superseded values are not recommended for survey control.
 BK2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2714.See file dsdata.txt to determine how the superseded data were derived.
 BK2714
 BK2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9165759063(NAD 83)
 BK2714_MARKER: DD = SURVEY DISK
 BK2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2714+STABILITY: SURFACE MOTION
 BK2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2714+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BK2714
 BK2714  HISTORY     - Date     Condition        Report By
 BK2714  HISTORY     - 1977     MONUMENTED       NGS
 BK2714  HISTORY     - 1980     GOOD             LADTD
 BK2714  HISTORY     - 19950401 GOOD             USPSQD
 BK2714  HISTORY     - 20030512 GOOD             USPSQD
 BK2714  HISTORY     - 20040918 GOOD             USPSQD
 BK2714  HISTORY     - 20060803 GOOD             USPSQD
 BK2714
 BK2714                          STATION DESCRIPTION
 BK2714
 BK2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BK2714'THE STATION IS LOCATED 7.1 MILES NORTH ALONG INTERSTATE 49 FROM ITS
 BK2714'INTERSECTION WITH INTERSTATE 10 IN LAFAYETTE.  IT IS NEAR THE EAST
 BK2714'BOUNDRY OF THE COASTAL PIPELINE CO, JUST SOUTH OF THE OVERPASS ON
 BK2714'LA. HIGHWAY 182, 303 FEET SOUTH OF THE CENTER OF THE EARL
 BK2714'BROSSEAUX ROAD, 187 FEET SOUTH OF A POWER POLE, 114 FEET NORTH OF
 BK2714'THE POWER POLE WITH A TRANSFORMER, 43 FEET EAST OF THE CENTER OF THE
 BK2714'FRONTAGE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST, AND 1 FOOT
 BK2714'SOUTH OF A METAL WITNESS POST.  IT IS A USC AND GS AND STATE
 BK2714'SURVEY DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH
 BK2714'WITH THE GROUND.  IT IS STAMPED 28A030 RESET 1977.  THE UNDERGROUND
 BK2714'DISK IS 38 INCHES BELOW THE GROUND.
 BK2714'
 BK2714'THE DIFFERENCE IN ELEVATION BETWEEN 28A030 (LDH) AND 28A030 RESET
 BK2714'1977 IS -3.000 FEET.
 BK2714'
 BK2714'TRAVERSE STATION 28A030 (LDH) WAS DESTROYED AND THE DISK RECLAIMED
 BK2714'AFTER THE NEW STATION WAS ESTABLISHED.
 BK2714'
 BK2714'NEAREST TOWN--LAFAYETTE.
 BK2714
 BK2714                          STATION RECOVERY (1980)
 BK2714
 BK2714'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BK2714'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED
 BK2714'IN 1977.
 BK2714
 BK2714                          STATION RECOVERY (1995)
 BK2714
 BK2714'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2714'RECOVERED IN GOOD CONDITION.
 BK2714
 BK2714                          STATION RECOVERY (2003)
 BK2714
 BK2714'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2714'RECOVERED IN GOOD CONDITION.
 BK2714
 BK2714                          STATION RECOVERY (2004)
 BK2714
 BK2714'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK2714' 
 BK2714' 
 BK2714
 BK2714                          STATION RECOVERY (2006)
 BK2714
 BK2714'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2722 ***********************************************************************
 BK2722  DESIGNATION -  28 A 031 LDH 1967
 BK2722  PID         -  BK2722
 BK2722  STATE/COUNTY-  LA/LAFAYETTE
 BK2722  USGS QUAD   -  CARENCRO (1983)
 BK2722
 BK2722                         *CURRENT SURVEY CONTROL
 BK2722  ___________________________________________________________________
 BK2722* NAD 83(1992)-  30 22 19.08045(N)    092 03 04.59758(W)     ADJUSTED  
 BK2722* NAVD 88     -        15.9  **(meters)      52.   **(feet)  VERTCON   
 BK2722  **This station is located in a subsidence area (see below).
 BK2722  ___________________________________________________________________
 BK2722  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2722  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2722
 BK2722  HORZ ORDER  -  SECOND
 BK2722
 BK2722.The horizontal coordinates were established by classical geodetic methods
 BK2722.and adjusted by the National Geodetic Survey in January 1993..
 BK2722
 BK2722 ** The orthometric height has not been validated since last determined
 BK2722 ** by differential leveling and should not be used for control purposes.
 BK2722 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2722 ** area with valid NAVD 88 orthometric heights.
 BK2722 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2722 ** epoch indicated which incorporates improved geoid heights for the
 BK2722 ** Southern Louisiana Subsidence area.
 BK2722 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2722
 BK2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2722
 BK2722.The geoid height was determined by GEOID03.
 BK2722
 BK2722;                    North         East     Units Scale Factor Converg.
 BK2722;SPC LA S     -   207,714.415   930,992.205   MT  0.99994664   -0 21 32.3
 BK2722;SPC LA S     -   681,476.38  3,054,430.26   sFT  0.99994664   -0 21 32.3
 BK2722;UTM  15      - 3,360,385.081   591,161.011   MT  0.99970252   +0 28 47.0
 BK2722
 BK2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2722!SPC LA S     -   1.00000181  x   0.99994664  =   0.99994845
 BK2722!UTM  15      -   1.00000181  x   0.99970252  =   0.99970433
 BK2722
 BK2722:                Primary Azimuth Mark                     Grid Az
 BK2722:SPC LA S     -  28 A 032                                 348 00 19.7
 BK2722:UTM  15      -  28 A 032                                 347 10 00.4
 BK2722
 BK2722|---------------------------------------------------------------------|
 BK2722| PID    Reference Object                     Distance      Geod. Az  |
 BK2722|                                                           dddmmss.s |
 BK2722| BK2416 28 A 032                            APPROX. 1.3 KM 3473847.4 |
 BK2722|---------------------------------------------------------------------|
 BK2722
 BK2722                          SUPERSEDED SURVEY CONTROL
 BK2722
 BK2722  NAD 83(1986)-  30 22 19.10035(N)    092 03 04.59166(W) AD(       ) 2
 BK2722  NAD 27      -  30 22 18.38638(N)    092 03 04.15786(W) AD(       ) 2
 BK2722  NGVD 29 (07/19/86)   15.9    (m)           52.     (f) VERT ANG       
 BK2722
 BK2722.Superseded values are not recommended for survey control.
 BK2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2722.See file dsdata.txt to determine how the superseded data were derived.
 BK2722
 BK2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9116160385(NAD 83)
 BK2722_MARKER: DD = SURVEY DISK
 BK2722_SETTING: 0 = UNSPECIFIED SETTING
 BK2722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2722
 BK2722  HISTORY     - Date     Condition        Report By
 BK2722  HISTORY     - 1967     MONUMENTED       LADH
 BK2722  HISTORY     - 19950330 GOOD             USPSQD
 BK2722
 BK2722                          STATION DESCRIPTION
 BK2722
 BK2722'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2722'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 7.90 MILES
 BK2722'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE
 BK2722'STATION IS 1.72 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 2.02
 BK2722'FEET EAST OF THE WEST RIGHT OF WAY FENCE, 15.85 FEET NORTH OF THE
 BK2722'NORTH GATE POST ON A GATE IN THE FENCE, 76.81 FEET WEST OF THE
 BK2722'SOUTHWEST CORNER OF A CONCRETE TURN OFF, AND 104.25 FEET WEST OF
 BK2722'THE CENTERLINE OF THE SOUTH BOUND LANE OF U. S. HIGHWAY 167.
 BK2722'
 BK2722'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
 BK2722'POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 BK2722'GROUND STATION IS STAMPED 28A031.
 BK2722'
 BK2722'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2722'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 7.90 MILES TO THE
 BK2722'STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2722'
 BK2722'HEIGHT OF LIGHT ABOVE STATON MARK 1 METER.
 BK2722
 BK2722                          STATION RECOVERY (1995)
 BK2722
 BK2722'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2417 ***********************************************************************
 BK2417  DESIGNATION -  28 A 031 RESET
 BK2417  PID         -  BK2417
 BK2417  STATE/COUNTY-  LA/LAFAYETTE
 BK2417  USGS QUAD   -  CARENCRO (1983)
 BK2417
 BK2417                         *CURRENT SURVEY CONTROL
 BK2417  ___________________________________________________________________
 BK2417* NAD 83(1992)-  30 22 19.06241(N)    092 03 04.79467(W)     ADJUSTED  
 BK2417* NAVD 88     -        16.   **(meters)      52.   **(feet)  SCALED    
 BK2417  **This station is located in a subsidence area (see below).
 BK2417  ___________________________________________________________________
 BK2417  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2417  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2417  DYNAMIC HT  -          15.7   (meters)      52.    (feet)  COMP
 BK2417  MODELED GRAV-     979,321.6   (mgal)                       NAVD 88
 BK2417
 BK2417  HORZ ORDER  -  SECOND
 BK2417
 BK2417.The horizontal coordinates were established by classical geodetic methods
 BK2417.and adjusted by the National Geodetic Survey in January 1993..
 BK2417
 BK2417 ** The orthometric height has not been validated since last determined
 BK2417 ** by differential leveling and should not be used for control purposes.
 BK2417 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2417 ** area with valid NAVD 88 orthometric heights.
 BK2417 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2417 ** epoch indicated which incorporates improved geoid heights for the
 BK2417 ** Southern Louisiana Subsidence area.
 BK2417 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2417.The orthometric height was scaled from a topographic map.
 BK2417
 BK2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2417
 BK2417.The geoid height was determined by GEOID03.
 BK2417
 BK2417.The dynamic height is computed by dividing the NAVD 88
 BK2417.geopotential number by the normal gravity value computed on the
 BK2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2417.degrees latitude (g = 980.6199 gals.).
 BK2417
 BK2417.The modeled gravity was interpolated from observed gravity values.
 BK2417
 BK2417;                    North         East     Units Scale Factor Converg.
 BK2417;SPC LA S     -   207,713.892   930,986.939   MT  0.99994664   -0 21 32.4
 BK2417;SPC LA S     -   681,474.66  3,054,412.98   sFT  0.99994664   -0 21 32.4
 BK2417;UTM  15      - 3,360,384.482   591,155.755   MT  0.99970251   +0 28 46.9
 BK2417
 BK2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2417!SPC LA S     -   1.00000184  x   0.99994664  =   0.99994848
 BK2417!UTM  15      -   1.00000184  x   0.99970251  =   0.99970435
 BK2417
 BK2417                          SUPERSEDED SURVEY CONTROL
 BK2417
 BK2417  NAD 83(1986)-  30 22 19.08232(N)    092 03 04.78850(W) AD(       ) 2
 BK2417  NAD 27      -  30 22 18.36833(N)    092 03 04.35495(W) AD(       ) 2
 BK2417  NGVD 29 (07/19/86)   15.9    (m)           52.     (f) VERT ANG       
 BK2417
 BK2417.Superseded values are not recommended for survey control.
 BK2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2417.See file dsdata.txt to determine how the superseded data were derived.
 BK2417
 BK2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9115660384(NAD 83)
 BK2417_MARKER: DD = SURVEY DISK
 BK2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2417_SP_SET: CONCRETE POST
 BK2417_STAMPING: 28 A 031 RESET 1977
 BK2417_MARK LOGO: LADTD 
 BK2417_PROJECTION: FLUSH
 BK2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2417+STABILITY: SURFACE MOTION
 BK2417
 BK2417  HISTORY     - Date     Condition        Report By
 BK2417  HISTORY     - 1971     MONUMENTED       LADH
 BK2417  HISTORY     - 1980     GOOD             LADTD
 BK2417  HISTORY     - 1986     GOOD             NGS
 BK2417
 BK2417                          STATION DESCRIPTION
 BK2417
 BK2417'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (AKH)
 BK2417'THE STATION IS LOCATED 7.9 MILES NORTH ALONG INTERSTATE I-49 FROM ITS
 BK2417'INTERSECTION WITH INTERSTATE I-10 IN LAFAYETTE, ON THE WEST SIDE OF
 BK2417'THE HIGHWAY, 149 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 BK2417'THE INTERSTATE 49, 5 FEET EAST OF THE RIGHT-OF-WAY FENCE, 12 FEET
 BK2417'NORTH OF A FENCE CORNER, 47 FEET WEST OF THE CENTER OF THE
 BK2417'FRONTAGE ROAD, 150 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 BK2417'AN OLD BARN, 38 FEET SOUTHEAST OF THE PROJECTED PLANE OF THE
 BK2417'SOUTHEAST WALL OF THE OLD BARN, 149 FEET SOUTHEAST OF A 2-FOOT PECAN
 BK2417'TREE, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT SOUTH OF A METAL
 BK2417'WITNESS POST.  IT IS A USC AND GS AND STATE SURVEY DISK STAMPED
 BK2417'28A031 RESET 1977 SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BK2417'FLUSH WITH THE GROUND.  THE UNDERGROUND DISK WAS SET 38 INCHES
 BK2417'BELOW THE SURFACE OF THE GROUND.
 BK2417'
 BK2417'THE DIFFERENCE IN ELEVATION BETWEEN 28A 031 (LDH) AND 28A031 RESET
 BK2417'1977 IS +0.144 FEET.
 BK2417'
 BK2417'TRAVERSE STATION 28A031 (LDH) WAS DESTROYED AND THE DISK RECLAIMED
 BK2417'AFTER AN NEW STATION WAS ESTABLISHED.
 BK2417'
 BK2417'NEAREST TOWN--LAFAYETTE.
 BK2417
 BK2417                          STATION RECOVERY (1980)
 BK2417
 BK2417'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BK2417'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BK2417'1977.
 BK2417
 BK2417                          STATION RECOVERY (1986)
 BK2417
 BK2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2417'12.7 KM (7.9 MI) NORTH FROM LAFAYETTE.
 BK2417'12.7 KM (7.9 MI) NORTH ALONG U.S. HIGHWAY 167 FROM THE INTERSTATE 10
 BK2417'INTERCHANGE OVER U.S. HIGHWAY 167 IN LAFAYETTE TO THE MARK ON THE
 BK2417'LEFT.  IT IS 15.54 METERS ( 51.0 FT) NORTH OF THE CENTERLINE OF A
 BK2417'FRONTAGE ROAD, 14.93 METERS (49.0 FT) SOUTH OF A GRAVEL DRIVE LEADING
 BK2417'TO ONE-STORY BRICK HOUSE NO. 4971, 4.63 METERS (15.2 FT) WEST OF A
 BK2417'UTILITY POLE WITH CABLES LEADING UNDERGROUND, 1.52 METERS (5.0 FT)
 BK2417'WEST OF A RIGHT-OF-WAY FENCE AND 0.24 METERS (0.8 FT) NORTHWEST OF A
 BK2417'METAL WITNESS POST.
 BK2417'THE MARK IS 0.21 METERS  SW FROM  A WITNESS POST
 BK2417'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2416 ***********************************************************************
 BK2416  DESIGNATION -  28 A 032
 BK2416  PID         -  BK2416
 BK2416  STATE/COUNTY-  LA/ST LANDRY
 BK2416  USGS QUAD   -  SUNSET (1983)
 BK2416
 BK2416                         *CURRENT SURVEY CONTROL
 BK2416  ___________________________________________________________________
 BK2416* NAD 83(1992)-  30 23 01.12137(N)    092 03 15.21777(W)     ADJUSTED  
 BK2416* NAVD 88     -        15.   **(meters)      49.   **(feet)  SCALED    
 BK2416  **This station is located in a subsidence area (see below).
 BK2416  ___________________________________________________________________
 BK2416  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2416  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2416  DYNAMIC HT  -          14.5   (meters)      48.    (feet)  COMP
 BK2416  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 BK2416
 BK2416  HORZ ORDER  -  SECOND
 BK2416
 BK2416.The horizontal coordinates were established by classical geodetic methods
 BK2416.and adjusted by the National Geodetic Survey in January 1993..
 BK2416
 BK2416 ** The orthometric height has not been validated since last determined
 BK2416 ** by differential leveling and should not be used for control purposes.
 BK2416 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2416 ** area with valid NAVD 88 orthometric heights.
 BK2416 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2416 ** epoch indicated which incorporates improved geoid heights for the
 BK2416 ** Southern Louisiana Subsidence area.
 BK2416 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2416.The orthometric height was scaled from a topographic map.
 BK2416
 BK2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2416
 BK2416.The geoid height was determined by GEOID03.
 BK2416
 BK2416.The dynamic height is computed by dividing the NAVD 88
 BK2416.geopotential number by the normal gravity value computed on the
 BK2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2416.degrees latitude (g = 980.6199 gals.).
 BK2416
 BK2416.The modeled gravity was interpolated from observed gravity values.
 BK2416
 BK2416;                    North         East     Units Scale Factor Converg.
 BK2416;SPC LA S     -   209,010.714   930,716.798   MT  0.99994798   -0 21 37.6
 BK2416;SPC LA S     -   685,729.32  3,053,526.69   sFT  0.99994798   -0 21 37.6
 BK2416;UTM  15      - 3,361,676.893   590,866.729   MT  0.99970186   +0 28 42.2
 BK2416
 BK2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2416!SPC LA S     -   1.00000203  x   0.99994798  =   0.99995001
 BK2416!UTM  15      -   1.00000203  x   0.99970186  =   0.99970389
 BK2416
 BK2416:                Primary Azimuth Mark                     Grid Az
 BK2416:SPC LA S     -  28 A 033 LDH 1967                        342 39 56.6
 BK2416:UTM  15      -  28 A 033 LDH 1967                        341 49 36.8
 BK2416
 BK2416|---------------------------------------------------------------------|
 BK2416| PID    Reference Object                     Distance      Geod. Az  |
 BK2416|                                                           dddmmss.s |
 BK2416| BK2686 28 A 033 LDH 1967                   APPROX. 1.4 KM 3421819.0 |
 BK2416|---------------------------------------------------------------------|
 BK2416
 BK2416                          SUPERSEDED SURVEY CONTROL
 BK2416
 BK2416  NAD 83(1986)-  30 23 01.14130(N)    092 03 15.21185(W) AD(       ) 2
 BK2416  NAD 27      -  30 23 00.42787(N)    092 03 14.77808(W) AD(       ) 2
 BK2416  NGVD 29 (07/19/86)   14.7    (m)           48.     (f) VERT ANG       
 BK2416
 BK2416.Superseded values are not recommended for survey control.
 BK2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2416.See file dsdata.txt to determine how the superseded data were derived.
 BK2416
 BK2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9086761677(NAD 83)
 BK2416_MARKER: DD = SURVEY DISK
 BK2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2416_SP_SET: CONCRETE POST
 BK2416_STAMPING: 28 A 032
 BK2416_MARK LOGO: LADH  
 BK2416_PROJECTION: FLUSH
 BK2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2416+STABILITY: SURFACE MOTION
 BK2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2416+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BK2416
 BK2416  HISTORY     - Date     Condition        Report By
 BK2416  HISTORY     - 1967     MONUMENTED       LADH
 BK2416  HISTORY     - 1980     GOOD             LADTD
 BK2416  HISTORY     - 1986     GOOD             NGS
 BK2416  HISTORY     - 20030512 GOOD             USPSQD
 BK2416  HISTORY     - 20040918 GOOD             USPSQD
 BK2416  HISTORY     - 20060803 GOOD             USPSQD
 BK2416
 BK2416                          STATION DESCRIPTION
 BK2416
 BK2416'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2416'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 8.70 MILES
 BK2416'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE
 BK2416'STATION IS SET TO THE EAST OF THE HIGHWAY NEAR THE CARNIVAL BEACH
 BK2416'ENTRANCE, 1.78 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 2.48
 BK2416'FEET WEST OF THE EAST RIGHT OF WAY FENCE, 71.70 FEET EAST OF THE
 BK2416'NORTH END OF A CROSS DRAIN, 103.51 FEET EAST OF THE CENTERLINE OF
 BK2416'THE NORTH BOUND LANE OF U. S. HIGHWAY 167, AND 129.82 FEET NORTH
 BK2416'OF THE CENTERLINE OF A GRAVEL ROAD TO CARNIVAL BEACH.
 BK2416'
 BK2416'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2416'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCES ABOVE THE SURFACE OF
 BK2416'THE GROUND.  STATION IS STAMPED 28A032.
 BK2416'
 BK2416'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE, FOLLOW
 BK2416'U. S. HIGHWAY 167 NORTH FOR 8.70 MILES TO THE STATION WHICH IS SET
 BK2416'TO THE EAST OF THE HIGHWAY.
 BK2416'
 BK2416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2416
 BK2416                          STATION RECOVERY (1980)
 BK2416
 BK2416'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BK2416'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BK2416'THE SUNSET 2 1977 DESCRIPTION AS REFERENCE MARK NUMBER 2.
 BK2416
 BK2416                          STATION RECOVERY (1986)
 BK2416
 BK2416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2416'14.0 KM (8.7 MI) NORTH FROM LAFAYETTE.
 BK2416'14.0 KM (8.7 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE INTERSTATE 10
 BK2416'INTERCHANGE OVER U.S. HIGHWAY 167 IN LAFAYETTE TO THE MARK ON THE
 BK2416'RIGHT.  IT IS 31.55 METERS (103.5 FT) EAST OF THE CENTERLINE OF THE
 BK2416'NORTHBOUND LANE OF THE HIGHWAY, 39.62 METERS (130.0 FT) NORTH OF THE
 BK2416'CENTER OF THE ENTRANCE DRIVE TO CARNIVAL BEACH CAMPGROUND, 28.52
 BK2416'METERS (93.6 FT) SOUTHEAST OF THE EAST SUPPORT LEG OF A SIGN THAT
 BK2416'READS, STATE HIGHWAY 93 SUNSET GRAND COTEAU 2 MILES, 0.76 METERS (2.5
 BK2416'FT) WEST OF THE EAST RIGHT-OF-WAY FENCE.
 BK2416'THE MARK IS 0.18 M BELOW HIGHWAY.
 BK2416
 BK2416                          STATION RECOVERY (2003)
 BK2416
 BK2416'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2416'RECOVERED IN GOOD CONDITION.
 BK2416
 BK2416                          STATION RECOVERY (2004)
 BK2416
 BK2416'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK2416' 
 BK2416' 
 BK2416
 BK2416                          STATION RECOVERY (2006)
 BK2416
 BK2416'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2686 ***********************************************************************
 BK2686  DESIGNATION -  28 A 033 LDH 1967
 BK2686  PID         -  BK2686
 BK2686  STATE/COUNTY-  LA/ST LANDRY
 BK2686  USGS QUAD   -  SUNSET (1983)
 BK2686
 BK2686                         *CURRENT SURVEY CONTROL
 BK2686  ___________________________________________________________________
 BK2686* NAD 83(1992)-  30 23 45.68821(N)    092 03 31.61998(W)     ADJUSTED  
 BK2686* NAVD 88     -        13.8  **(meters)      45.   **(feet)  VERTCON   
 BK2686  **This station is located in a subsidence area (see below).
 BK2686  ___________________________________________________________________
 BK2686  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2686  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2686
 BK2686  HORZ ORDER  -  SECOND
 BK2686
 BK2686.The horizontal coordinates were established by classical geodetic methods
 BK2686.and adjusted by the National Geodetic Survey in January 1993..
 BK2686
 BK2686 ** The orthometric height has not been validated since last determined
 BK2686 ** by differential leveling and should not be used for control purposes.
 BK2686 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2686 ** area with valid NAVD 88 orthometric heights.
 BK2686 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2686 ** epoch indicated which incorporates improved geoid heights for the
 BK2686 ** Southern Louisiana Subsidence area.
 BK2686 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2686
 BK2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2686
 BK2686.The geoid height was determined by GEOID03.
 BK2686
 BK2686;                    North         East     Units Scale Factor Converg.
 BK2686;SPC LA S     -   210,385.779   930,287.610   MT  0.99994944   -0 21 45.8
 BK2686;SPC LA S     -   690,240.68  3,052,118.60   sFT  0.99994944   -0 21 45.8
 BK2686;UTM  15      - 3,363,045.188   590,417.566   MT  0.99970085   +0 28 34.5
 BK2686
 BK2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2686!SPC LA S     -   1.00000214  x   0.99994944  =   0.99995158
 BK2686!UTM  15      -   1.00000214  x   0.99970085  =   0.99970299
 BK2686
 BK2686:                Primary Azimuth Mark                     Grid Az
 BK2686:SPC LA S     -  28 A 034                                 013 54 09.2
 BK2686:UTM  15      -  28 A 034                                 013 03 48.9
 BK2686
 BK2686|---------------------------------------------------------------------|
 BK2686| PID    Reference Object                     Distance      Geod. Az  |
 BK2686|                                                           dddmmss.s |
 BK2686| BK2415 28 A 034                            APPROX. 1.2 KM 0133223.4 |
 BK2686|---------------------------------------------------------------------|
 BK2686
 BK2686                          SUPERSEDED SURVEY CONTROL
 BK2686
 BK2686  NAD 83(1986)-  30 23 45.70806(N)    092 03 31.61410(W) AD(       ) 2
 BK2686  NAD 27      -  30 23 44.99573(N)    092 03 31.18032(W) AD(       ) 2
 BK2686  NGVD 29 (07/19/86)   13.8    (m)           45.     (f) VERT ANG       
 BK2686
 BK2686.Superseded values are not recommended for survey control.
 BK2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2686.See file dsdata.txt to determine how the superseded data were derived.
 BK2686
 BK2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9041863045(NAD 83)
 BK2686_MARKER: DD = SURVEY DISK
 BK2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2686+STABILITY: SURFACE MOTION
 BK2686
 BK2686  HISTORY     - Date     Condition        Report By
 BK2686  HISTORY     - 1967     MONUMENTED       LADH
 BK2686
 BK2686                          STATION DESCRIPTION
 BK2686
 BK2686'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2686'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 9.50 MILES
 BK2686'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE
 BK2686'STATION IS SET TO THE WEST OF THE HIGHWAY ON A HIGH GRADE NEAR THE
 BK2686'FENCE IN A CURVE, 1.52 FEET NORTH OF A METAL WITNESS POST AND
 BK2686'SIGN, 3.16 FEET EAST OF THE WEST RIGHT OF WAY FENCE, 102.57 FEET
 BK2686'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U. S.
 BK2686'HIGHWAY 167, 15.50 FEET SOUTH OF A BROWNS THRIFT CITY
 BK2686'ADVERTISEMENT SIGN.
 BK2686'
 BK2686'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2686'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2686'GROUND.  STATION IS STAMPED 28A033.
 BK2686'
 BK2686'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2686'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 9.50 MILES TO THE
 BK2686'STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2686'
 BK2686'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2415 ***********************************************************************
 BK2415  DESIGNATION -  28 A 034
 BK2415  PID         -  BK2415
 BK2415  STATE/COUNTY-  LA/ST LANDRY
 BK2415  USGS QUAD   -  SUNSET (1983)
 BK2415
 BK2415                         *CURRENT SURVEY CONTROL
 BK2415  ___________________________________________________________________
 BK2415* NAD 83(1992)-  30 24 23.46771(N)    092 03 21.12381(W)     ADJUSTED  
 BK2415* NAVD 88     -        14.   **(meters)      46.   **(feet)  SCALED    
 BK2415  **This station is located in a subsidence area (see below).
 BK2415  ___________________________________________________________________
 BK2415  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BK2415  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2415  DYNAMIC HT  -          13.9   (meters)      46.    (feet)  COMP
 BK2415  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 BK2415
 BK2415  HORZ ORDER  -  SECOND
 BK2415
 BK2415.The horizontal coordinates were established by classical geodetic methods
 BK2415.and adjusted by the National Geodetic Survey in January 1993..
 BK2415
 BK2415 ** The orthometric height has not been validated since last determined
 BK2415 ** by differential leveling and should not be used for control purposes.
 BK2415 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2415 ** area with valid NAVD 88 orthometric heights.
 BK2415 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2415 ** epoch indicated which incorporates improved geoid heights for the
 BK2415 ** Southern Louisiana Subsidence area.
 BK2415 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2415.The orthometric height was scaled from a topographic map.
 BK2415
 BK2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2415
 BK2415.The geoid height was determined by GEOID03.
 BK2415
 BK2415.The dynamic height is computed by dividing the NAVD 88
 BK2415.geopotential number by the normal gravity value computed on the
 BK2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2415.degrees latitude (g = 980.6199 gals.).
 BK2415
 BK2415.The modeled gravity was interpolated from observed gravity values.
 BK2415
 BK2415;                    North         East     Units Scale Factor Converg.
 BK2415;SPC LA S     -   211,547.318   930,575.118   MT  0.99995072   -0 21 40.6
 BK2415;SPC LA S     -   694,051.49  3,053,061.87   sFT  0.99995072   -0 21 40.6
 BK2415;UTM  15      - 3,364,210.523   590,687.965   MT  0.99970146   +0 28 40.4
 BK2415
 BK2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2415!SPC LA S     -   1.00000213  x   0.99995072  =   0.99995285
 BK2415!UTM  15      -   1.00000213  x   0.99970146  =   0.99970359
 BK2415
 BK2415:                Primary Azimuth Mark                     Grid Az
 BK2415:SPC LA S     -  28 A 035 LADTD                           011 49 49.6
 BK2415:UTM  15      -  28 A 035 LADTD                           010 59 28.6
 BK2415
 BK2415|---------------------------------------------------------------------|
 BK2415| PID    Reference Object                     Distance      Geod. Az  |
 BK2415|                                                           dddmmss.s |
 BK2415| BK0599 28 A 035 LADTD                      APPROX. 1.2 KM 0112809.0 |
 BK2415|---------------------------------------------------------------------|
 BK2415
 BK2415                          SUPERSEDED SURVEY CONTROL
 BK2415
 BK2415  NAD 83(1986)-  30 24 23.48747(N)    092 03 21.11801(W) AD(       ) 2
 BK2415  NAD 27      -  30 24 22.77588(N)    092 03 20.68509(W) AD(       ) 2
 BK2415  NGVD 29 (07/19/86)   14.0    (m)           46.     (f) VERT ANG       
 BK2415
 BK2415.Superseded values are not recommended for survey control.
 BK2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2415.See file dsdata.txt to determine how the superseded data were derived.
 BK2415
 BK2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9068864211(NAD 83)
 BK2415_MARKER: DD = SURVEY DISK
 BK2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2415_SP_SET: CONCRETE POST
 BK2415_STAMPING: 28 A 034
 BK2415_MARK LOGO: LADH  
 BK2415_PROJECTION: FLUSH
 BK2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2415+STABILITY: SURFACE MOTION
 BK2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2415+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BK2415
 BK2415  HISTORY     - Date     Condition        Report By
 BK2415  HISTORY     - 1967     MONUMENTED       LADH
 BK2415  HISTORY     - 1986     GOOD             NGS
 BK2415  HISTORY     - 20030512 GOOD             USPSQD
 BK2415  HISTORY     - 20040918 GOOD             USPSQD
 BK2415  HISTORY     - 20060803 GOOD             USPSQD
 BK2415
 BK2415                          STATION DESCRIPTION
 BK2415
 BK2415'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2415'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 10.20 MILES
 BK2415'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE
 BK2415'STATION IS SET TO THE EAST OF THE HGIHWAY NEAR A SERVICE ROAD AND A
 BK2415'FENCE, 1.90 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 3.60
 BK2415'FEET WEST OF THE EAST RIGHT OF WAY FENCE, 33.61 FEET EAST OF THE
 BK2415'CENTERLINE OF THE SERVICE ROAD, 101.90 FEET EAST OF THE CENTERLINE
 BK2415'OF THE NORTH BOUND LANE OF U. S. HIGHWAY 167 AND APPROXIMATELY 500
 BK2415'FEET SOUTH OF ITS INTERSECTION WITH STATE HIGHWAY 182 TO SUNSET.
 BK2415'
 BK2415'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2415'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2415'GROUND.  STATION IS STAMPED 28A034.
 BK2415'
 BK2415'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2415'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 10.20 MILES TO THE
 BK2415'STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BK2415'
 BK2415'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2415
 BK2415                          STATION RECOVERY (1986)
 BK2415
 BK2415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2415'16.4 KM (10.2 MI) NORTH FROM LAFAYETTE.
 BK2415'16.4 KM (10.2 MILES) NORTH ALONG U.S. HIGHWAY 167 FROM THE INTERSTATE
 BK2415'10 INTERCHANGE OVER U.S. HIGHWAY 167 TO THE MARK ON THE RIGHT, ABOUT
 BK2415'500 FEET SOUTH OF AN OVERPASS BRIDGE OF STATE HIGHWAY 182.  IT IS
 BK2415'31.09 METERS (102.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE
 BK2415'OF THE HIGHWAY AND 1.10 METERS (3.6 FT) WEST OF THE EAST RIGHT-OF-WAY
 BK2415'FENCE.
 BK2415'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 BK2415'THE MARK IS 0.30 M BELOW HIGHWAY.
 BK2415
 BK2415                          STATION RECOVERY (2003)
 BK2415
 BK2415'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2415'RECOVERED IN GOOD CONDITION.
 BK2415
 BK2415                          STATION RECOVERY (2004)
 BK2415
 BK2415'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK2415' 
 BK2415' 
 BK2415
 BK2415                          STATION RECOVERY (2006)
 BK2415
 BK2415'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0599 ***********************************************************************
 BK0599  DESIGNATION -  28 A 035 LADTD
 BK0599  PID         -  BK0599
 BK0599  STATE/COUNTY-  LA/ST LANDRY
 BK0599  USGS QUAD   -  SUNSET (1983)
 BK0599
 BK0599                         *CURRENT SURVEY CONTROL
 BK0599  ___________________________________________________________________
 BK0599* NAD 83(1992)-  30 25 00.14598(N)    092 03 12.53741(W)     ADJUSTED  
 BK0599* NAVD 88     -        15.82   (+/-2cm)      51.9  **(feet)  VERTCON   
 BK0599  **This station is located in a subsidence area (see below).
 BK0599  ___________________________________________________________________
 BK0599  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK0599  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK0599
 BK0599  HORZ ORDER  -  SECOND
 BK0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0599
 BK0599.The horizontal coordinates were established by classical geodetic methods
 BK0599.and adjusted by the National Geodetic Survey in January 1993..
 BK0599
 BK0599 ** The orthometric height has not been validated since last determined
 BK0599 ** by differential leveling and should not be used for control purposes.
 BK0599 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0599 ** area with valid NAVD 88 orthometric heights.
 BK0599 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0599 ** epoch indicated which incorporates improved geoid heights for the
 BK0599 ** Southern Louisiana Subsidence area.
 BK0599 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0599.The vertical order pertains to the NGVD 29 superseded value.
 BK0599
 BK0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0599
 BK0599.The geoid height was determined by GEOID03.
 BK0599
 BK0599;                    North         East     Units Scale Factor Converg.
 BK0599;SPC LA S     -   212,675.279   930,811.387   MT  0.99995199   -0 21 36.3
 BK0599;SPC LA S     -   697,752.14  3,053,837.03   sFT  0.99995199   -0 21 36.3
 BK0599;UTM  15      - 3,365,341.541   590,907.633   MT  0.99970195   +0 28 45.3
 BK0599
 BK0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0599!SPC LA S     -   1.00000183  x   0.99995199  =   0.99995382
 BK0599!UTM  15      -   1.00000183  x   0.99970195  =   0.99970378
 BK0599
 BK0599:                Primary Azimuth Mark                     Grid Az
 BK0599:SPC LA S     -  28 A 036                                 350 21 10.6
 BK0599:UTM  15      -  28 A 036                                 349 30 49.0
 BK0599
 BK0599|---------------------------------------------------------------------|
 BK0599| PID    Reference Object                     Distance      Geod. Az  |
 BK0599|                                                           dddmmss.s |
 BK0599| BK0600 28 A 036                            415.730 METERS 3495934.3 |
 BK0599|---------------------------------------------------------------------|
 BK0599
 BK0599                          SUPERSEDED SURVEY CONTROL
 BK0599
 BK0599  NAD 83(1986)-  30 25 00.16569(N)    092 03 12.53168(W) AD(       ) 2
 BK0599  NAD 27      -  30 24 59.45507(N)    092 03 12.09953(W) AD(       ) 2
 BK0599  NGVD 29 (??/??/??)   15.779  (m)           51.77   (f) ADJUSTED    2 0
 BK0599
 BK0599.Superseded values are not recommended for survey control.
 BK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0599.See file dsdata.txt to determine how the superseded data were derived.
 BK0599
 BK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9090865342(NAD 83)
 BK0599_MARKER: DD = SURVEY DISK
 BK0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0599_STAMPING: 28 A 035
 BK0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0599+STABILITY: SURFACE MOTION
 BK0599
 BK0599  HISTORY     - Date     Condition        Report By
 BK0599  HISTORY     - 1967     MONUMENTED       LADH
 BK0599  HISTORY     - 1973     GOOD             LADTD
 BK0599  HISTORY     - 1981     GOOD             LOCSUR
 BK0599  HISTORY     - 20030512 MARK NOT FOUND   USPSQD
 BK0599
 BK0599                          STATION DESCRIPTION
 BK0599
 BK0599'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK0599'THIS STATION IS LOCATED ON THE EAST SIDE OF SUNSET, AT THE
 BK0599'INTERSECTION OF U. S. HIGHWAY 167 AND STATE HIGHWAY 93.  THE STATION
 BK0599'IS SET IN THE ISLAND OF THE EAST SIDE OF U. S. HIGHWAY 167, 1.80
 BK0599'FEET SOUTH OF A METAL WITNESS POST AND SIGN, 19.57 FEET NORTH OF THE
 BK0599'CENTERLINE OF THE EAST BOUND LANE OF STATE HIGHWAY 93, 42.32
 BK0599'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF U. S.
 BK0599'HIGHWAY 167, 49.80 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 BK0599'LANE OF STATE HIGHWAY 93.
 BK0599'
 BK0599'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK0599'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK0599'GROUND.  STATION IS STAMPED 28A035.
 BK0599'
 BK0599'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK0599'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 10.80 MILES TO
 BK0599'STATION SET EAST OF HIGHWAY 167.
 BK0599'
 BK0599'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK0599
 BK0599                          STATION RECOVERY (1973)
 BK0599
 BK0599'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0599'0.7 MI NE FROM SUNSET.
 BK0599'FROM THE POST OFFICE IN SUNSET, ABOUT 0.1 MILE EAST ALONG LA. 182 TO
 BK0599'INTERSECTION OF LA. 93 THENCE ABOUT 0.6 MILE NORTHEAST ALONG LA. 93 42
 BK0599'FEET EAST OF NORTH BOUND LANE OF U.S. 167, 19.5 FEET NORTH OF EAST
 BK0599'BOUND LANE OF LA. 93, 1.2 FEET SOUTHEAST OF STEEL WITNESS POST, BRONZE
 BK0599'DISC SET IN CONCRETE MONUMENT ABOUT 0.2 FEET ABOVE GROUND LEVEL.
 BK0599
 BK0599                          STATION RECOVERY (1981)
 BK0599
 BK0599'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BK0599'RECOVERED IN GOOD CONDITION.
 BK0599
 BK0599                          STATION RECOVERY (2003)
 BK0599
 BK0599'RECOVERY NOTE BY US POWER SQUADRON 2003 (KMV)
 BK0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0600 ***********************************************************************
 BK0600  DESIGNATION -  28 A 036
 BK0600  PID         -  BK0600
 BK0600  STATE/COUNTY-  LA/ST LANDRY
 BK0600  USGS QUAD   -  SUNSET (1983)
 BK0600
 BK0600                         *CURRENT SURVEY CONTROL
 BK0600  ___________________________________________________________________
 BK0600* NAD 83(1992)-  30 25 13.44079(N)    092 03 15.24430(W)     ADJUSTED  
 BK0600* NAVD 88     -        15.   **(meters)      49.   **(feet)  SCALED    
 BK0600  **This station is located in a subsidence area (see below).
 BK0600  ___________________________________________________________________
 BK0600  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK0600  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK0600  DYNAMIC HT  -          15.3   (meters)      50.    (feet)  COMP
 BK0600  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 BK0600
 BK0600  HORZ ORDER  -  SECOND
 BK0600  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0600
 BK0600.The horizontal coordinates were established by classical geodetic methods
 BK0600.and adjusted by the National Geodetic Survey in January 1993..
 BK0600
 BK0600 ** The orthometric height has not been validated since last determined
 BK0600 ** by differential leveling and should not be used for control purposes.
 BK0600 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0600 ** area with valid NAVD 88 orthometric heights.
 BK0600 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0600 ** epoch indicated which incorporates improved geoid heights for the
 BK0600 ** Southern Louisiana Subsidence area.
 BK0600 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0600.The orthometric height was scaled from a topographic map.
 BK0600.The vertical order pertains to the NGVD 29 superseded value.
 BK0600
 BK0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0600
 BK0600.The geoid height was determined by GEOID03.
 BK0600
 BK0600.The dynamic height is computed by dividing the NAVD 88
 BK0600.geopotential number by the normal gravity value computed on the
 BK0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0600.degrees latitude (g = 980.6199 gals.).
 BK0600
 BK0600.The modeled gravity was interpolated from observed gravity values.
 BK0600
 BK0600;                    North         East     Units Scale Factor Converg.
 BK0600;SPC LA S     -   213,085.111   930,741.723   MT  0.99995246   -0 21 37.7
 BK0600;SPC LA S     -   699,096.74  3,053,608.47   sFT  0.99995246   -0 21 37.7
 BK0600;UTM  15      - 3,365,750.205   590,831.992   MT  0.99970178   +0 28 44.1
 BK0600
 BK0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0600!SPC LA S     -   1.00000190  x   0.99995246  =   0.99995436
 BK0600!UTM  15      -   1.00000190  x   0.99970178  =   0.99970368
 BK0600
 BK0600:                Primary Azimuth Mark                     Grid Az
 BK0600:SPC LA S     -  28 A 035 LADTD                           170 21 10.7
 BK0600:UTM  15      -  28 A 035 LADTD                           169 30 48.9
 BK0600
 BK0600|---------------------------------------------------------------------|
 BK0600| PID    Reference Object                     Distance      Geod. Az  |
 BK0600|                                                           dddmmss.s |
 BK0600| BK0599 28 A 035 LADTD                      415.730 METERS 1695933.0 |
 BK0600| BK2415 28 A 034                            APPROX. 1.5 KM 1854922.4 |
 BK0600|---------------------------------------------------------------------|
 BK0600
 BK0600                          SUPERSEDED SURVEY CONTROL
 BK0600
 BK0600  NAD 83(1986)-  30 25 13.46046(N)    092 03 15.23857(W) AD(       ) 2
 BK0600  NAD 27      -  30 25 12.74992(N)    092 03 14.80647(W) AD(       ) 2
 BK0600  NGVD 29 (??/??/??)   15.286  (m)           50.15   (f) ADJUSTED    1 2
 BK0600
 BK0600.Superseded values are not recommended for survey control.
 BK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0600.See file dsdata.txt to determine how the superseded data were derived.
 BK0600
 BK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9083265750(NAD 83)
 BK0600_MARKER: DD = SURVEY DISK
 BK0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0600_SP_SET: CONCRETE POST
 BK0600_STAMPING: 28 A 036
 BK0600_MARK LOGO: LADH  
 BK0600_PROJECTION: FLUSH
 BK0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0600+STABILITY: SURFACE MOTION
 BK0600
 BK0600  HISTORY     - Date     Condition        Report By
 BK0600  HISTORY     - 1967     MONUMENTED       LADH
 BK0600  HISTORY     - 1973     GOOD             LADTD
 BK0600  HISTORY     - 1981     GOOD             LOCSUR
 BK0600  HISTORY     - 1986     GOOD             NGS
 BK0600
 BK0600                          STATION DESCRIPTION
 BK0600
 BK0600'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK0600'THIS STATION IS LOCATED NORTH OF U. S. HIGHWAY 167, 11.20 MILES
 BK0600'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE
 BK0600'STATION IS SET TO THE EAST OF U. S. HIGHWAY 167 IN THE NORTHEAST
 BK0600'QUADRANT OF THE INTERSECTION OF U. S. HIGHWAY 167 AND STATE HIGHWAY
 BK0600'93.  THE STATION IS 1.65 FEET SOUTH OF A METAL WITNESS POST AND
 BK0600'SIGN, 2.42 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 102.50 FEET
 BK0600'SOUTH OF THE DRIVEWAY TO THE SAUL GUIDRY RESIDENCE, 90.13 FEET EAST
 BK0600'OF THE CENTERLINE OF THE NORTH BOUND LANE OF U. S. HIGHWAY 167, 32.06
 BK0600'FEET EAST OF CENTERLINE OF A SERVICE ROAD.
 BK0600'
 BK0600'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK0600'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK0600'GROUND.  STATION IS STAMPED 28A036.
 BK0600'
 BK0600'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE OF U. S.
 BK0600'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH OF 11.20 MILES TO THE
 BK0600'STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BK0600'
 BK0600'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK0600
 BK0600                          STATION RECOVERY (1973)
 BK0600
 BK0600'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0600'1.0 MI NE FROM SUNSET.
 BK0600'FROM POST OFFICE IN SUNSET, ABOUT 0.1 MILE EAST ALONG LA. 182 TO
 BK0600'INTERSECTION OF LA. 93 THENCE ABOUT 0.7 MILE NORTHEAST ALONG LA. 93 TO
 BK0600'SERVICE ROAD EAST OF U.S. 167 THENCE NORTH 0.25 MILE, 32 FEET
 BK0600'NORTHEAST OF CENTERLINE OF SERVICE ROAD, 101.5 FEET SOUTH OF 24 INCH
 BK0600'PECAN TREE, 120 FEET SOUTHWEST OF 24 INCH PIN OAK, 1.5 SOUTH OF A
 BK0600'STEEL WITNESS POST, BRONZE DISC SET IN A CONCRETE MONUMENT ABOUT 0.2
 BK0600'FEET ABOVE NATURAL GROUND.
 BK0600
 BK0600                          STATION RECOVERY (1981)
 BK0600
 BK0600'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BK0600'RECOVERED IN GOOD CONDITION.
 BK0600
 BK0600                          STATION RECOVERY (1986)
 BK0600
 BK0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0600'1.5 KM (0.95 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE
 BK0600'IN OPELOUSAS, THENCE 14.6 KM (9.05 MILES )SOUTH ALONG STATE HIGHWAY
 BK0600'167 TO THE MARK ON THE LEFT.  IT IS 27.42 METERS (90.0 FT) EAST OF THE
 BK0600'CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 31.24 METERS
 BK0600'(102.5 FT) SOUTH OF THE CENTER OF A DRIVE LEADING TO A ONE-STORY BRICK
 BK0600'HOUSE AND 0.73 METERS (2.4 FT) WEST OF THE EAST RIGHT-OF-WAY FENCE.
 BK0600'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 BK0600'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2413 ***********************************************************************
 BK2413  DESIGNATION -  28 A 037
 BK2413  PID         -  BK2413
 BK2413  STATE/COUNTY-  LA/ST LANDRY
 BK2413  USGS QUAD   -  SUNSET (1983)
 BK2413
 BK2413                         *CURRENT SURVEY CONTROL
 BK2413  ___________________________________________________________________
 BK2413* NAD 83(1992)-  30 25 40.84887(N)    092 03 39.10501(W)     ADJUSTED  
 BK2413* NAVD 88     -        14.   **(meters)      46.   **(feet)  SCALED    
 BK2413  **This station is located in a subsidence area (see below).
 BK2413  ___________________________________________________________________
 BK2413  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK2413  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2413  DYNAMIC HT  -          14.5   (meters)      48.    (feet)  COMP
 BK2413  MODELED GRAV-     979,328.1   (mgal)                       NAVD 88
 BK2413
 BK2413  HORZ ORDER  -  SECOND
 BK2413
 BK2413.The horizontal coordinates were established by classical geodetic methods
 BK2413.and adjusted by the National Geodetic Survey in January 1993..
 BK2413
 BK2413 ** The orthometric height has not been validated since last determined
 BK2413 ** by differential leveling and should not be used for control purposes.
 BK2413 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2413 ** area with valid NAVD 88 orthometric heights.
 BK2413 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2413 ** epoch indicated which incorporates improved geoid heights for the
 BK2413 ** Southern Louisiana Subsidence area.
 BK2413 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2413.The orthometric height was scaled from a topographic map.
 BK2413
 BK2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2413
 BK2413.The geoid height was determined by GEOID03.
 BK2413
 BK2413.The dynamic height is computed by dividing the NAVD 88
 BK2413.geopotential number by the normal gravity value computed on the
 BK2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2413.degrees latitude (g = 980.6199 gals.).
 BK2413
 BK2413.The modeled gravity was interpolated from observed gravity values.
 BK2413
 BK2413;                    North         East     Units Scale Factor Converg.
 BK2413;SPC LA S     -   213,933.092   930,110.328   MT  0.99995344   -0 21 49.6
 BK2413;SPC LA S     -   701,878.82  3,051,536.97   sFT  0.99995344   -0 21 49.6
 BK2413;UTM  15      - 3,366,588.635   590,188.404   MT  0.99970034   +0 28 32.4
 BK2413
 BK2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2413!SPC LA S     -   1.00000204  x   0.99995344  =   0.99995548
 BK2413!UTM  15      -   1.00000204  x   0.99970034  =   0.99970238
 BK2413
 BK2413|---------------------------------------------------------------------|
 BK2413| PID    Reference Object                     Distance      Geod. Az  |
 BK2413|                                                           dddmmss.s |
 BK2413| BK2695 28 A 037 LDH RESET 1977               5.344 METERS 04931     |
 BK2413| BK2696 28 A 038 LDH 1967                   APPROX. 1.0 KM 3155213.7 |
 BK2413|---------------------------------------------------------------------|
 BK2413
 BK2413                          SUPERSEDED SURVEY CONTROL
 BK2413
 BK2413  NAD 83(1986)-  30 25 40.86853(N)    092 03 39.09933(W) AD(       ) 2
 BK2413  NAD 27      -  30 25 40.15824(N)    092 03 38.66669(W) AD(       ) 2
 BK2413  NGVD 29 (07/19/86)   14.8    (m)           49.     (f) VERT ANG       
 BK2413
 BK2413.Superseded values are not recommended for survey control.
 BK2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2413.See file dsdata.txt to determine how the superseded data were derived.
 BK2413
 BK2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9018866589(NAD 83)
 BK2413_MARKER: DD = SURVEY DISK
 BK2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2413_SP_SET: CONCRETE POST
 BK2413_STAMPING: 28 A 037
 BK2413_MARK LOGO: LADH  
 BK2413_PROJECTION: FLUSH
 BK2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2413+STABILITY: SURFACE MOTION
 BK2413
 BK2413  HISTORY     - Date     Condition        Report By
 BK2413  HISTORY     - 1967     MONUMENTED       LADH
 BK2413  HISTORY     - 1986     GOOD             NGS
 BK2413
 BK2413                          STATION DESCRIPTION
 BK2413
 BK2413'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2413'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 11.80 MILES
 BK2413'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167, IN
 BK2413'LAFAYETTE.
 BK2413'
 BK2413'THE STATION IS SET TO THE EAST OF THE HIGHWAY NEAR THE RIGHT OF WAY
 BK2413'FENCE, 102.08 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 BK2413'U. S. HIGHWAY 167, 3.60 FEET WEST OF THE EAST RIGHT OF WAY FENCE,
 BK2413'1.65 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND APPROXIMATELY
 BK2413'350 FEET EAST OF KENS GOLF DRIVING RANGE ACROSS THE HIGHWAY.
 BK2413'
 BK2413'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2413'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2413'GROUND.  STATION IS STAMPED 28A037.
 BK2413'
 BK2413'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE IN
 BK2413'LAFAYETTE, FOLLOW U. S. HIGHWAY 167 NORTH FOR 11.80 MILES TO THE
 BK2413'STATION WHICH IS SET ON THE EAST OF THE HIGHWAY NEAR THE FENCE.
 BK2413'
 BK2413'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BK2413
 BK2413                          STATION RECOVERY (1986)
 BK2413
 BK2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2413'14.9 KM (9.25 MI) SOUTH FROM OPELOUSAS.
 BK2413'1.5 KM (0.95 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE
 BK2413'IN OPELOUSAS, THENCE 13.4 KM (8.35 MILES) SOUTH ALONG U.S. HIGHWAY 167
 BK2413'TO THE MARK ON THE LEFT ACROSS THE HIGHWAY FROM THE NORTH PROPERTY
 BK2413'LINE OF A GOLF DRIVING RANGE.  IT IS 31.09 METERS (102.0 FT) EAST OF
 BK2413'THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY AND 1.10 METERS
 BK2413'(3.6 FT) WEST OF THE EAST RIGHT-OF-WAY FENCE.
 BK2413'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 BK2413'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2695 ***********************************************************************
 BK2695  DESIGNATION -  28 A 037 LDH RESET 1977
 BK2695  PID         -  BK2695
 BK2695  STATE/COUNTY-  LA/ST LANDRY
 BK2695  USGS QUAD   -  SUNSET (1983)
 BK2695
 BK2695                         *CURRENT SURVEY CONTROL
 BK2695  ___________________________________________________________________
 BK2695* NAD 83(1992)-  30 25 40.96155(N)    092 03 38.95272(W)     ADJUSTED  
 BK2695* NAVD 88     -        14.7  **(meters)      48.   **(feet)  VERTCON   
 BK2695  **This station is located in a subsidence area (see below).
 BK2695  ___________________________________________________________________
 BK2695  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK2695  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2695
 BK2695  HORZ ORDER  -  SECOND
 BK2695
 BK2695.The horizontal coordinates were established by classical geodetic methods
 BK2695.and adjusted by the National Geodetic Survey in January 1993..
 BK2695
 BK2695 ** The orthometric height has not been validated since last determined
 BK2695 ** by differential leveling and should not be used for control purposes.
 BK2695 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2695 ** area with valid NAVD 88 orthometric heights.
 BK2695 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2695 ** epoch indicated which incorporates improved geoid heights for the
 BK2695 ** Southern Louisiana Subsidence area.
 BK2695 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2695
 BK2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2695
 BK2695.The geoid height was determined by GEOID03.
 BK2695
 BK2695;                    North         East     Units Scale Factor Converg.
 BK2695;SPC LA S     -   213,936.536   930,114.414   MT  0.99995344   -0 21 49.5
 BK2695;SPC LA S     -   701,890.12  3,051,550.37   sFT  0.99995344   -0 21 49.5
 BK2695;UTM  15      - 3,366,592.137   590,192.438   MT  0.99970035   +0 28 32.5
 BK2695
 BK2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2695!SPC LA S     -   1.00000200  x   0.99995344  =   0.99995544
 BK2695!UTM  15      -   1.00000200  x   0.99970035  =   0.99970235
 BK2695
 BK2695                          SUPERSEDED SURVEY CONTROL
 BK2695
 BK2695  NAD 83(1986)-  30 25 40.98121(N)    092 03 38.94703(W) AD(       ) 2
 BK2695  NAD 27      -  30 25 40.27093(N)    092 03 38.51440(W) AD(       ) 2
 BK2695  NGVD 29 (07/19/86)   14.7    (m)           48.     (f) VERT ANG       
 BK2695
 BK2695.Superseded values are not recommended for survey control.
 BK2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2695.See file dsdata.txt to determine how the superseded data were derived.
 BK2695
 BK2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9019266592(NAD 83)
 BK2695_MARKER: DD = SURVEY DISK
 BK2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2695+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BK2695
 BK2695  HISTORY     - Date     Condition        Report By
 BK2695  HISTORY     - 1977     MONUMENTED       LADH
 BK2695  HISTORY     - 1980     GOOD             LADTD
 BK2695  HISTORY     - 20030512 GOOD             USPSQD
 BK2695  HISTORY     - 20040918 GOOD             USPSQD
 BK2695  HISTORY     - 20060803 GOOD             USPSQD
 BK2695
 BK2695                          STATION DESCRIPTION
 BK2695
 BK2695'DESCRIBED BY LA DEPT OF HIGHWAYS 1977 (AKH)
 BK2695'LOCATED 11.8 MILES NORTH ALONG INTERSTATE I-49 FOR ITS INTERSECTION
 BK2695'WITH INTERSTATE I-10 AT LAFAYETTE, ON THE EAST SIDE OF THE HIGHWAY.
 BK2695'IT IS 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 119 FEET EAST OF THE
 BK2695'CENTER OF THE NORTH BOUND LANE OF THE INTERSTATE, 1 FOOT SOUTH OF
 BK2695'A METAL WITNESS POST, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BK2695'IT IS A USC AND GS AND STATE SURVEY DISK STAMPED 28A037 RESET 1977,
 BK2695'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE
 BK2695'GROUND.  THE UNDERGROUND DISK IS 38 INCHES BELOW THE SURFACE OF THE
 BK2695'GROUND.
 BK2695'
 BK2695'THE DIFFERENCE IN ELEVATION BETWEEN 28A037 (LDH) AND 28A037 RESET
 BK2695'1977 IS -0.328 FEET.
 BK2695'
 BK2695'TRAVERSE STATION 28A037 WAS DESTROYED AND THE DISK RECLAIMED AFTER A
 BK2695'NEW STATION WAS ESTABLISHED.
 BK2695'
 BK2695'NEAREST TOWN--LAFAYETTE.
 BK2695
 BK2695                          STATION RECOVERY (1980)
 BK2695
 BK2695'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BK2695'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BK2695'1977.
 BK2695
 BK2695                          STATION RECOVERY (2003)
 BK2695
 BK2695'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2695'RECOVERED IN GOOD CONDITION.
 BK2695
 BK2695                          STATION RECOVERY (2004)
 BK2695
 BK2695'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK2695' 
 BK2695' 
 BK2695
 BK2695                          STATION RECOVERY (2006)
 BK2695
 BK2695'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2696 ***********************************************************************
 BK2696  DESIGNATION -  28 A 038 LDH 1967
 BK2696  PID         -  BK2696
 BK2696  STATE/COUNTY-  LA/ST LANDRY
 BK2696  USGS QUAD   -  SUNSET (1983)
 BK2696
 BK2696                         *CURRENT SURVEY CONTROL
 BK2696  ___________________________________________________________________
 BK2696* NAD 83(1992)-  30 26 04.97335(N)    092 04 06.11296(W)     ADJUSTED  
 BK2696* NAVD 88     -        14.6  **(meters)      48.   **(feet)  VERTCON   
 BK2696  **This station is located in a subsidence area (see below).
 BK2696  ___________________________________________________________________
 BK2696  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK2696  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2696
 BK2696  HORZ ORDER  -  SECOND
 BK2696
 BK2696.The horizontal coordinates were established by classical geodetic methods
 BK2696.and adjusted by the National Geodetic Survey in January 1993..
 BK2696
 BK2696 ** The orthometric height has not been validated since last determined
 BK2696 ** by differential leveling and should not be used for control purposes.
 BK2696 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2696 ** area with valid NAVD 88 orthometric heights.
 BK2696 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2696 ** epoch indicated which incorporates improved geoid heights for the
 BK2696 ** Southern Louisiana Subsidence area.
 BK2696 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2696
 BK2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2696
 BK2696.The geoid height was determined by GEOID03.
 BK2696
 BK2696;                    North         East     Units Scale Factor Converg.
 BK2696;SPC LA S     -   214,680.540   929,394.408   MT  0.99995431   -0 22 03.1
 BK2696;SPC LA S     -   704,331.07  3,049,188.15   sFT  0.99995431   -0 22 03.1
 BK2696;UTM  15      - 3,367,325.326   589,461.795   MT  0.99969873   +0 28 19.0
 BK2696
 BK2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2696!SPC LA S     -   1.00000201  x   0.99995431  =   0.99995632
 BK2696!UTM  15      -   1.00000201  x   0.99969873  =   0.99970074
 BK2696
 BK2696:                Primary Azimuth Mark                     Grid Az
 BK2696:SPC LA S     -  28 A 039 LDH 1967                        341 52 45.3
 BK2696:UTM  15      -  28 A 039 LDH 1967                        341 02 23.2
 BK2696
 BK2696|---------------------------------------------------------------------|
 BK2696| PID    Reference Object                     Distance      Geod. Az  |
 BK2696|                                                           dddmmss.s |
 BK2696| BK2689 28 A 039 LDH 1967                   APPROX. 1.0 KM 3413042.2 |
 BK2696|---------------------------------------------------------------------|
 BK2696
 BK2696                          SUPERSEDED SURVEY CONTROL
 BK2696
 BK2696  NAD 83(1986)-  30 26 04.99302(N)    092 04 06.10733(W) AD(       ) 2
 BK2696  NAD 27      -  30 26 04.28291(N)    092 04 05.67402(W) AD(       ) 2
 BK2696  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 BK2696
 BK2696.Superseded values are not recommended for survey control.
 BK2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2696.See file dsdata.txt to determine how the superseded data were derived.
 BK2696
 BK2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8946267325(NAD 83)
 BK2696_MARKER: DD = SURVEY DISK
 BK2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2696+STABILITY: SURFACE MOTION
 BK2696
 BK2696  HISTORY     - Date     Condition        Report By
 BK2696  HISTORY     - 1967     MONUMENTED       LADH
 BK2696
 BK2696                          STATION DESCRIPTION
 BK2696
 BK2696'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2696'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 12.40 MILES
 BK2696'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167.  THE
 BK2696'STATION IS SET TO THE WEST OF THE HIGHWAY NEAR A GATE IN THE FENCE,
 BK2696'1.77 FEET NORTH OF A METAL WITNESS POST AND SIGN, 8.80 FEET NORTH OF
 BK2696'A GATE POST ON THE NORTH END OF THE GATE, 102.65 FEET NORTH OF A
 BK2696'HOLIDAY INN ADVERTISEMENT SIGN, 102.12 FEET WEST OF THE
 BK2696'CENTERLINE OF THE SOUTH BOUND LANE OF U. S. HIGHWAY 167 AND 62.05
 BK2696'FEET WEST OF THE NORTHWEST CORNER OF A CROSS-DRAIN ABUTMENT.
 BK2696'
 BK2696'THIS STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2696'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2696'GROUND.  STATION IS STAMPED 28A038.
 BK2696'
 BK2696'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2696'HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR 12.40 MILES TO THE
 BK2696'STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2696'
 BK2696'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2412 ***********************************************************************
 BK2412  DESIGNATION -  28 A 038 RESET
 BK2412  PID         -  BK2412
 BK2412  STATE/COUNTY-  LA/ST LANDRY
 BK2412  USGS QUAD   -  SUNSET (1983)
 BK2412
 BK2412                         *CURRENT SURVEY CONTROL
 BK2412  ___________________________________________________________________
 BK2412* NAD 83(1992)-  30 26 04.88069(N)    092 04 06.26114(W)     ADJUSTED  
 BK2412* NAVD 88     -        14.   **(meters)      46.   **(feet)  SCALED    
 BK2412  **This station is located in a subsidence area (see below).
 BK2412  ___________________________________________________________________
 BK2412  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK2412  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2412  DYNAMIC HT  -          14.2   (meters)      47.    (feet)  COMP
 BK2412  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 BK2412
 BK2412  HORZ ORDER  -  SECOND
 BK2412
 BK2412.The horizontal coordinates were established by classical geodetic methods
 BK2412.and adjusted by the National Geodetic Survey in January 1993..
 BK2412
 BK2412 ** The orthometric height has not been validated since last determined
 BK2412 ** by differential leveling and should not be used for control purposes.
 BK2412 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2412 ** area with valid NAVD 88 orthometric heights.
 BK2412 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2412 ** epoch indicated which incorporates improved geoid heights for the
 BK2412 ** Southern Louisiana Subsidence area.
 BK2412 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2412.The orthometric height was scaled from a topographic map.
 BK2412
 BK2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2412
 BK2412.The geoid height was determined by GEOID03.
 BK2412
 BK2412.The dynamic height is computed by dividing the NAVD 88
 BK2412.geopotential number by the normal gravity value computed on the
 BK2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2412.degrees latitude (g = 980.6199 gals.).
 BK2412
 BK2412.The modeled gravity was interpolated from observed gravity values.
 BK2412
 BK2412;                    North         East     Units Scale Factor Converg.
 BK2412;SPC LA S     -   214,677.712   929,390.436   MT  0.99995431   -0 22 03.2
 BK2412;SPC LA S     -   704,321.79  3,049,175.12   sFT  0.99995431   -0 22 03.2
 BK2412;UTM  15      - 3,367,322.441   589,457.865   MT  0.99969872   +0 28 19.0
 BK2412
 BK2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2412!SPC LA S     -   1.00000207  x   0.99995431  =   0.99995638
 BK2412!UTM  15      -   1.00000207  x   0.99969872  =   0.99970079
 BK2412
 BK2412                          SUPERSEDED SURVEY CONTROL
 BK2412
 BK2412  NAD 83(1986)-  30 26 04.90036(N)    092 04 06.25550(W) AD(       ) 2
 BK2412  NAD 27      -  30 26 04.19025(N)    092 04 05.82219(W) AD(       ) 2
 BK2412  NGVD 29 (07/19/86)   14.4    (m)           47.     (f) VERT ANG       
 BK2412
 BK2412.Superseded values are not recommended for survey control.
 BK2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2412.See file dsdata.txt to determine how the superseded data were derived.
 BK2412
 BK2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8945867322(NAD 83)
 BK2412_MARKER: DD = SURVEY DISK
 BK2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2412_SP_SET: CONCRETE POST
 BK2412_STAMPING: 28 A 038 RESET 1977
 BK2412_MARK LOGO: LADH  
 BK2412_PROJECTION: FLUSH
 BK2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2412+STABILITY: SURFACE MOTION
 BK2412
 BK2412  HISTORY     - Date     Condition        Report By
 BK2412  HISTORY     - 1977     MONUMENTED       LADTD
 BK2412  HISTORY     - 1986     GOOD             NGS
 BK2412
 BK2412                          STATION DESCRIPTION
 BK2412
 BK2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2412'13.9 KM (8.65 MI) EAST FROM OPELOUSAS.
 BK2412'1.5 KM (0.95 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE
 BK2412'IN OPELOUSAS, THENCE 12.5 KM (7.75 MILES) SOUTH ALONG U.S. HIGHWAY 167
 BK2412'TO THE MARK ON THE RIGHT.  IT IS 31.09 METERS (102.0 FT) WEST OF THE
 BK2412'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 3.96 METERS (13.0
 BK2412'FT) SOUTH OF A UTILITY POLE, 2.01 METERS (6.6 FT) NORTH OF THE NORTH
 BK2412'GATE POST, 0.64 METERS (2.1 FT) EAST OF A RIGHT-OF-WAY FENCE AND 0.30
 BK2412'METERS (1.0 FT) SOUTH OF A METAL WITNESS POST.
 BK2412'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 BK2412'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2689 ***********************************************************************
 BK2689  DESIGNATION -  28 A 039 LDH 1967
 BK2689  PID         -  BK2689
 BK2689  STATE/COUNTY-  LA/ST LANDRY
 BK2689  USGS QUAD   -  SUNSET (1983)
 BK2689
 BK2689                         *CURRENT SURVEY CONTROL
 BK2689  ___________________________________________________________________
 BK2689* NAD 83(1992)-  30 26 34.33663(N)    092 04 17.44441(W)     ADJUSTED  
 BK2689* NAVD 88     -        16.8  **(meters)      55.   **(feet)  VERTCON   
 BK2689  **This station is located in a subsidence area (see below).
 BK2689  ___________________________________________________________________
 BK2689  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK2689  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2689
 BK2689  HORZ ORDER  -  SECOND
 BK2689
 BK2689.The horizontal coordinates were established by classical geodetic methods
 BK2689.and adjusted by the National Geodetic Survey in January 1993..
 BK2689
 BK2689 ** The orthometric height has not been validated since last determined
 BK2689 ** by differential leveling and should not be used for control purposes.
 BK2689 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2689 ** area with valid NAVD 88 orthometric heights.
 BK2689 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2689 ** epoch indicated which incorporates improved geoid heights for the
 BK2689 ** Southern Louisiana Subsidence area.
 BK2689 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2689
 BK2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2689
 BK2689.The geoid height was determined by GEOID03.
 BK2689
 BK2689;                    North         East     Units Scale Factor Converg.
 BK2689;SPC LA S     -   215,586.649   929,097.882   MT  0.99995540   -0 22 08.8
 BK2689;SPC LA S     -   707,303.86  3,048,215.30   sFT  0.99995540   -0 22 08.8
 BK2689;UTM  15      - 3,368,226.762   589,152.104   MT  0.99969805   +0 28 13.7
 BK2689
 BK2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2689!SPC LA S     -   1.00000167  x   0.99995540  =   0.99995707
 BK2689!UTM  15      -   1.00000167  x   0.99969805  =   0.99969972
 BK2689
 BK2689:                Primary Azimuth Mark                     Grid Az
 BK2689:SPC LA S     -  28 A 040 LDH 1967                        352 13 05.6
 BK2689:UTM  15      -  28 A 040 LDH 1967                        351 22 43.1
 BK2689
 BK2689|---------------------------------------------------------------------|
 BK2689| PID    Reference Object                     Distance      Geod. Az  |
 BK2689|                                                           dddmmss.s |
 BK2689| BK2697 28 A 040 LDH 1967                   APPROX. 1.2 KM 3515056.8 |
 BK2689|---------------------------------------------------------------------|
 BK2689
 BK2689                          SUPERSEDED SURVEY CONTROL
 BK2689
 BK2689  NAD 83(1986)-  30 26 34.35629(N)    092 04 17.43878(W) AD(       ) 2
 BK2689  NAD 27      -  30 26 33.64660(N)    092 04 17.00548(W) AD(       ) 2
 BK2689  NGVD 29 (07/19/86)   16.8    (m)           55.     (f) VERT ANG       
 BK2689
 BK2689.Superseded values are not recommended for survey control.
 BK2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2689.See file dsdata.txt to determine how the superseded data were derived.
 BK2689
 BK2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8915268227(NAD 83)
 BK2689_MARKER: DD = SURVEY DISK
 BK2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2689+STABILITY: SURFACE MOTION
 BK2689
 BK2689  HISTORY     - Date     Condition        Report By
 BK2689  HISTORY     - 1967     MONUMENTED       LADH
 BK2689
 BK2689                          STATION DESCRIPTION
 BK2689
 BK2689'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2689'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 13.00 MILES
 BK2689'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167 IN
 BK2689'LAFAYETTE.  THE STATION IS SET TO THE WEST OF THE HIGHWAY NEAR A
 BK2689'FENCE, 102.20 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE
 BK2689'OF U. S. HIGHWAY 167, 1.70 FEET NORTH OF A METAL WITNESS POST AND
 BK2689'SIGN, 3.35 FEET EAST OF THE WEST RIGHT OF WAY FENCE, 7.32 FEET
 BK2689'NORTH OF A TELEPHONE POLE, AND APPROXIMATELY 500 FEET SOUTH OF
 BK2689'ROCKET BEACH.
 BK2689'
 BK2689'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2689'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2689'GROUND.  STATION IS STAMPED 28A039.
 BK2689'
 BK2689'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2689'HIGHWAY 167 IN LAFAYETTE, FOLLOW U. S. HIGHWAY 167 NORTH FOR 13.00
 BK2689'MILES TO THE STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2689'
 BK2689'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2697 ***********************************************************************
 BK2697  DESIGNATION -  28 A 040 LDH 1967
 BK2697  PID         -  BK2697
 BK2697  STATE/COUNTY-  LA/ST LANDRY
 BK2697  USGS QUAD   -  SUNSET (1983)
 BK2697
 BK2697                         *CURRENT SURVEY CONTROL
 BK2697  ___________________________________________________________________
 BK2697* NAD 83(1992)-  30 27 14.13828(N)    092 04 24.02450(W)     ADJUSTED  
 BK2697* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 BK2697  ___________________________________________________________________
 BK2697  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK2697  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2697
 BK2697  HORZ ORDER  -  SECOND
 BK2697
 BK2697.The horizontal coordinates were established by classical geodetic methods
 BK2697.and adjusted by the National Geodetic Survey in January 1993..
 BK2697
 BK2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2697
 BK2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2697
 BK2697.The geoid height was determined by GEOID03.
 BK2697
 BK2697;                    North         East     Units Scale Factor Converg.
 BK2697;SPC LA S     -   216,813.372   928,930.239   MT  0.99995690   -0 22 12.0
 BK2697;SPC LA S     -   711,328.54  3,047,665.29   sFT  0.99995690   -0 22 12.0
 BK2697;UTM  15      - 3,369,450.580   588,966.550   MT  0.99969764   +0 28 10.9
 BK2697
 BK2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2697!SPC LA S     -   1.00000187  x   0.99995690  =   0.99995877
 BK2697!UTM  15      -   1.00000187  x   0.99969764  =   0.99969951
 BK2697
 BK2697:                Primary Azimuth Mark                     Grid Az
 BK2697:SPC LA S     -  28 A 039 LDH 1967                        172 13 05.5
 BK2697:UTM  15      -  28 A 039 LDH 1967                        171 22 42.6
 BK2697
 BK2697|---------------------------------------------------------------------|
 BK2697| PID    Reference Object                     Distance      Geod. Az  |
 BK2697|                                                           dddmmss.s |
 BK2697| BK2689 28 A 039 LDH 1967                   APPROX. 1.2 KM 1715053.5 |
 BK2697|---------------------------------------------------------------------|
 BK2697
 BK2697                          SUPERSEDED SURVEY CONTROL
 BK2697
 BK2697  NAD 83(1986)-  30 27 14.15788(N)    092 04 24.01887(W) AD(       ) 2
 BK2697  NAD 27      -  30 27 13.44895(N)    092 04 23.58594(W) AD(       ) 2
 BK2697  NGVD 29 (07/19/86)   15.5    (m)           51.     (f) VERT ANG       
 BK2697
 BK2697.Superseded values are not recommended for survey control.
 BK2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2697.See file dsdata.txt to determine how the superseded data were derived.
 BK2697
 BK2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8896769451(NAD 83)
 BK2697_MARKER: DD = SURVEY DISK
 BK2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2697+STABILITY: SURFACE MOTION
 BK2697
 BK2697  HISTORY     - Date     Condition        Report By
 BK2697  HISTORY     - 1967     MONUMENTED       LADH
 BK2697
 BK2697                          STATION DESCRIPTION
 BK2697
 BK2697'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2697'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 13.70 MILES
 BK2697'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167 IN
 BK2697'LAFAYETTE.  THE STATION IS SET TO THE EAST OF THE HIGHWAY NEAR A
 BK2697'FENCE, 102.55 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE
 BK2697'OF U. S. HIGHWAY 167, 1.88 FEET SOUTH OF A METAL WITNESS POST AND
 BK2697'SIGN, 2.90 FEET WEST OF THE EAST RIGHT OF WAY FENCE, AND
 BK2697'APPROXIMATELY 400 FEET NORTH OF A DRIVEWAY LEADING TO THE HAYNE
 BK2697'RESIDENCE.
 BK2697'
 BK2697'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2697'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BK2697'THE GROUND.  STATION IS STAMPED 28A040.
 BK2697'
 BK2697'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE IN
 BK2697'LAFAYETTE ON U. S. HIGHWAY 167, FOLLOW U. S. HIGHWAY 167 NORTH FOR
 BK2697'13.70 MILES TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BK2697'
 BK2697'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2411 ***********************************************************************
 BK2411  DESIGNATION -  28 A 040 RESET
 BK2411  PID         -  BK2411
 BK2411  STATE/COUNTY-  LA/ST LANDRY
 BK2411  USGS QUAD   -  SUNSET (1983)
 BK2411
 BK2411                         *CURRENT SURVEY CONTROL
 BK2411  ___________________________________________________________________
 BK2411* NAD 83(1992)-  30 27 14.17214(N)    092 04 23.84301(W)     ADJUSTED  
 BK2411* NAVD 88     -        15.083  (meters)      49.48   (feet)  ADJUSTED  
 BK2411  ___________________________________________________________________
 BK2411  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK2411  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2411  DYNAMIC HT  -          15.063 (meters)      49.42  (feet)  COMP
 BK2411  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 BK2411
 BK2411  HORZ ORDER  -  SECOND
 BK2411  VERT ORDER  -  FIRST     CLASS II
 BK2411
 BK2411.The horizontal coordinates were established by classical geodetic methods
 BK2411.and adjusted by the National Geodetic Survey in January 1993..
 BK2411
 BK2411.The orthometric height was determined by differential leveling
 BK2411.and adjusted by the National Geodetic Survey in February 1994..
 BK2411
 BK2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2411
 BK2411.The geoid height was determined by GEOID03.
 BK2411
 BK2411.The dynamic height is computed by dividing the NAVD 88
 BK2411.geopotential number by the normal gravity value computed on the
 BK2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2411.degrees latitude (g = 980.6199 gals.).
 BK2411
 BK2411.The modeled gravity was interpolated from observed gravity values.
 BK2411
 BK2411;                    North         East     Units Scale Factor Converg.
 BK2411;SPC LA S     -   216,814.383   928,935.088   MT  0.99995690   -0 22 12.0
 BK2411;SPC LA S     -   711,331.85  3,047,681.20   sFT  0.99995690   -0 22 12.0
 BK2411;UTM  15      - 3,369,451.663   588,971.382   MT  0.99969765   +0 28 11.0
 BK2411
 BK2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2411!SPC LA S     -   1.00000194  x   0.99995690  =   0.99995884
 BK2411!UTM  15      -   1.00000194  x   0.99969765  =   0.99969959
 BK2411
 BK2411                          SUPERSEDED SURVEY CONTROL
 BK2411
 BK2411  NAD 83(1986)-  30 27 14.19175(N)    092 04 23.83738(W) AD(       ) 2
 BK2411  NAD 27      -  30 27 13.48282(N)    092 04 23.40446(W) AD(       ) 2
 BK2411  NGVD 29 (07/19/86)   15.3    (m)           50.     (f) VERT ANG       
 BK2411
 BK2411.Superseded values are not recommended for survey control.
 BK2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2411.See file dsdata.txt to determine how the superseded data were derived.
 BK2411
 BK2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8897169452(NAD 83)
 BK2411_MARKER: DD = SURVEY DISK
 BK2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2411_SP_SET: CONCRETE POST
 BK2411_STAMPING: 28 A 040 RESET 1977
 BK2411_MARK LOGO: LADH  
 BK2411_PROJECTION: FLUSH
 BK2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2411+STABILITY: SURFACE MOTION
 BK2411
 BK2411  HISTORY     - Date     Condition        Report By
 BK2411  HISTORY     - 1977     MONUMENTED       LADH
 BK2411  HISTORY     - 1980     GOOD             LADTD
 BK2411  HISTORY     - 1986     GOOD             NGS
 BK2411
 BK2411                          STATION DESCRIPTION
 BK2411
 BK2411'DESCRIBED BY LA DEPT OF HIGHWAYS 1977 (AKH)
 BK2411'THE STATION IS LOCATED 13.7 MILES NORTH ALONG INTERSTATE 49 FROM ITS
 BK2411'INTERSECTION WITH INTERSTATE 10 IN LAFAYETTE.  IT IS 119 FEET EAST
 BK2411'OF THE CENTER OF THE NORTH BOUND LANE OF TRAFFIC ON I-49, ABOUT 50
 BK2411'YARDS NORTH OF A POWER POLE, 327 FEET NORTH OF THE CENTER OF THE
 BK2411'ENTRANCE TO THE HAYNES RESIDENCE, ABOUT 50 YARDS NORTHWEST OF A SMALL
 BK2411'MAN MADE POND, FOOT NORTH OF METAL WITNESS POST, 1 FOOT SOUTH OF
 BK2411'A METAL WITNESS POST 2 FEET WEST OF THE RIGHT-OF-WAY FENCELINE
 BK2411'AND ON THE TOP OF A 6 FOOT BANK.  IT IS A USC AND GS AND STATE
 BK2411'SURVEY DISK STAMPED 28A040 RESET 1977, FLUSH WITH THE GROUND.
 BK2411'THE UNDERGROUND DISK IS 38 INCHES BELOW THE GROUND.
 BK2411'
 BK2411'THE DIFFERENCE IN ELEVATION BETWEEN 28A040 (LDH) AND 28A040 RESET
 BK2411'1977 IS -0.642 FEET.
 BK2411'
 BK2411'TRAVERSE STATION 28A040 (LDH) WAS DESTROYED AFTER A NEW STATION WAS
 BK2411'ESTABLISHED AND THE DISK RECLAIMED.
 BK2411'
 BK2411'NEAREST TOWN--LAFAYETTE.
 BK2411
 BK2411                          STATION RECOVERY (1980)
 BK2411
 BK2411'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BK2411'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 BK2411'1977.
 BK2411
 BK2411                          STATION RECOVERY (1986)
 BK2411
 BK2411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2411'11.8 KM (7.35 MI) SOUTH FROM OPELOUSAS.
 BK2411'1.5 KM (0.95 MILES) EAST ALONG U.S HIGHWAY 190 FROM THE POST OFFICE IN
 BK2411'OPELOUSAS, THENCE 10.3 KM (6.4 MILES) SOUTH ALONG U.S. HIGHWAY 167 TO
 BK2411'THE MARK ON THE LEFT ABOUT 400 FEET NORTH OF A DRIVEWAY LEADING TO THE
 BK2411'HAYNE RESIDENCE.  IT IS 31.09 METERS (102.0 FT) EAST OF THE CENTERLINE
 BK2411'OF THE NORTH BOUND LANE OF THE HIGHWAY, 0.88 METERS (2.9 FT) WEST OF
 BK2411'THE EAST RIGHT-OF-WAY FENCE AND 0.21 METERS (0.7 FT) NORTH OF A
 BK2411'WITNESS POST.
 BK2411'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 BK2411'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2691 ***********************************************************************
 BK2691  DESIGNATION -  28 A 041 LDH 1967
 BK2691  PID         -  BK2691
 BK2691  STATE/COUNTY-  LA/ST LANDRY
 BK2691  USGS QUAD   -  SUNSET (1983)
 BK2691
 BK2691                         *CURRENT SURVEY CONTROL
 BK2691  ___________________________________________________________________
 BK2691* NAD 83(1992)-  30 28 06.01462(N)    092 04 40.45571(W)     ADJUSTED  
 BK2691* NAVD 88     -        17.3    (meters)      57.     (feet)  VERTCON   
 BK2691  ___________________________________________________________________
 BK2691  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK2691  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2691
 BK2691  HORZ ORDER  -  SECOND
 BK2691
 BK2691.The horizontal coordinates were established by classical geodetic methods
 BK2691.and adjusted by the National Geodetic Survey in January 1993..
 BK2691
 BK2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2691
 BK2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2691
 BK2691.The geoid height was determined by GEOID03.
 BK2691
 BK2691;                    North         East     Units Scale Factor Converg.
 BK2691;SPC LA S     -   218,413.617   928,502.280   MT  0.99995892   -0 22 20.3
 BK2691;SPC LA S     -   716,578.68  3,046,261.23   sFT  0.99995892   -0 22 20.3
 BK2691;UTM  15      - 3,371,043.966   588,515.300   MT  0.99969665   +0 28 03.3
 BK2691
 BK2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2691!SPC LA S     -   1.00000159  x   0.99995892  =   0.99996051
 BK2691!UTM  15      -   1.00000159  x   0.99969665  =   0.99969823
 BK2691
 BK2691:                Primary Azimuth Mark                     Grid Az
 BK2691:SPC LA S     -  28 A 042 LDH 1967                        006 24 01.8
 BK2691:UTM  15      -  28 A 042 LDH 1967                        005 33 38.2
 BK2691
 BK2691|---------------------------------------------------------------------|
 BK2691| PID    Reference Object                     Distance      Geod. Az  |
 BK2691|                                                           dddmmss.s |
 BK2691| BK2690 28 A 042 LDH 1967                   APPROX. 1.5 KM 0060141.5 |
 BK2691|---------------------------------------------------------------------|
 BK2691
 BK2691                          SUPERSEDED SURVEY CONTROL
 BK2691
 BK2691  NAD 83(1986)-  30 28 06.03419(N)    092 04 40.45002(W) AD(       ) 2
 BK2691  NAD 27      -  30 28 05.32625(N)    092 04 40.01733(W) AD(       ) 2
 BK2691  NGVD 29 (07/19/86)   17.3    (m)           57.     (f) VERT ANG       
 BK2691
 BK2691.Superseded values are not recommended for survey control.
 BK2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2691.See file dsdata.txt to determine how the superseded data were derived.
 BK2691
 BK2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8851571044(NAD 83)
 BK2691_MARKER: DD = SURVEY DISK
 BK2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2691+STABILITY: SURFACE MOTION
 BK2691
 BK2691  HISTORY     - Date     Condition        Report By
 BK2691  HISTORY     - 1967     MONUMENTED       LADH
 BK2691
 BK2691                          STATION DESCRIPTION
 BK2691
 BK2691'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2691'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 14.70 MILES
 BK2691'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167 IN
 BK2691'LAFAYETTE.  THE STATION IS SET TO THE WEST OF THE HIGHWAY IN THE
 BK2691'CURB, 102.25 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE
 BK2691'OF U. S. HIGHWAY 167, 1.68 FEET NORTH OF A METAL WITNESS POST AND
 BK2691'SIGN, 3.15 FEET EAST OF THE WEST RIGHT OF WAY FENCE AND 114.25 FEET
 BK2691'NORTH OF A HOLSUM BREAD SIGN.
 BK2691'
 BK2691'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2691'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK2691'OF THE GROUND.  STATION IS STAMPED 28A041.
 BK2691'
 BK2691'TO REACH THE STATION FROM THE INTERSTATE 10 INTERCHANGE ON U. S.
 BK2691'HIGHWAY 167 IN LAFAYETTE, FOLLOW U. S. HIGHWAY 167 NORTH FOR 14.70
 BK2691'MILES TO THE STATION WHICH IS SET TO THE WEST OF THE HIGHWAY NEAR
 BK2691'THE FENCE.
 BK2691'
 BK2691'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2690 ***********************************************************************
 BK2690  DESIGNATION -  28 A 042 LDH 1967
 BK2690  PID         -  BK2690
 BK2690  STATE/COUNTY-  LA/ST LANDRY
 BK2690  USGS QUAD   -  SUNSET (1983)
 BK2690
 BK2690                         *CURRENT SURVEY CONTROL
 BK2690  ___________________________________________________________________
 BK2690* NAD 83(1992)-  30 28 54.19292(N)    092 04 34.58147(W)     ADJUSTED  
 BK2690* NAVD 88     -        16.8    (meters)      55.     (feet)  VERTCON   
 BK2690  ___________________________________________________________________
 BK2690  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2690  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2690
 BK2690  HORZ ORDER  -  SECOND
 BK2690
 BK2690.The horizontal coordinates were established by classical geodetic methods
 BK2690.and adjusted by the National Geodetic Survey in January 1993..
 BK2690
 BK2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2690
 BK2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2690
 BK2690.The geoid height was determined by GEOID03.
 BK2690
 BK2690;                    North         East     Units Scale Factor Converg.
 BK2690;SPC LA S     -   219,896.140   928,668.584   MT  0.99996084   -0 22 17.3
 BK2690;SPC LA S     -   721,442.59  3,046,806.85   sFT  0.99996084   -0 22 17.3
 BK2690;UTM  15      - 3,372,528.377   588,659.815   MT  0.99969697   +0 28 07.0
 BK2690
 BK2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2690!SPC LA S     -   1.00000166  x   0.99996084  =   0.99996250
 BK2690!UTM  15      -   1.00000166  x   0.99969697  =   0.99969863
 BK2690
 BK2690:                Primary Azimuth Mark                     Grid Az
 BK2690:SPC LA S     -  28 A 043 LDH 1967                        288 29 01.3
 BK2690:UTM  15      -  28 A 043 LDH 1967                        287 38 37.0
 BK2690
 BK2690|---------------------------------------------------------------------|
 BK2690| PID    Reference Object                     Distance      Geod. Az  |
 BK2690|                                                           dddmmss.s |
 BK2690| BK2692 28 A 043 LDH 1967                   APPROX. 0.9 KM 2880644.0 |
 BK2690|---------------------------------------------------------------------|
 BK2690
 BK2690                          SUPERSEDED SURVEY CONTROL
 BK2690
 BK2690  NAD 83(1986)-  30 28 54.21231(N)    092 04 34.57564(W) AD(       ) 2
 BK2690  NAD 27      -  30 28 53.50476(N)    092 04 34.14401(W) AD(       ) 2
 BK2690  NGVD 29 (07/19/86)   16.8    (m)           55.     (f) VERT ANG       
 BK2690
 BK2690.Superseded values are not recommended for survey control.
 BK2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2690.See file dsdata.txt to determine how the superseded data were derived.
 BK2690
 BK2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8866072528(NAD 83)
 BK2690_MARKER: DD = SURVEY DISK
 BK2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2690+STABILITY: SURFACE MOTION
 BK2690
 BK2690  HISTORY     - Date     Condition        Report By
 BK2690  HISTORY     - 1967     MONUMENTED       LADH
 BK2690
 BK2690                          STATION DESCRIPTION
 BK2690
 BK2690'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2690'THIS STATION IS LOCATED NORTH ALONG U. S. HIGHWAY 167, 15.50 MILES
 BK2690'FROM THE INTERSTATE 10 INTERCHANGE ON U. S. HIGHWAY 167 IN
 BK2690'LAFAYETTE.  THE STATION IS SET TO THE WEST OF THE HIGHWAY, NEAR THE
 BK2690'RIGHT OF WAY FENCE, 1.80 FEET NORTH OF A METAL WITNESS POST AND
 BK2690'SIGN, 2.85 FEET EAST OF THE WEST RIGHT OF WAY FENCE, 102.80 FEET
 BK2690'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U. S. HIGHWAY
 BK2690'167 TO LAFAYETTE, 45.20 FEET SOUTH OF A SMALL GRAVEL ROAD
 BK2690'LEADING TO A FIELD, 114.20 FEET NORTH OF POWER POLE NO. 14.
 BK2690'
 BK2690'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2690'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BK2690'THE GROUND.  STATION IS STAMPED 28A042.
 BK2690'
 BK2690'TO REACH THIS STATION FROM THE INTERSTATE 10 INTERCHANGE OVER U. S.
 BK2690'HIGHWAY 167 IN LAFAYETTE, FOLLOW U. S. HIGHWAY 167 NORTH FOR 15.50
 BK2690'MILES TO THE STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BK2690'
 BK2690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2692 ***********************************************************************
 BK2692  DESIGNATION -  28 A 043 LDH 1967
 BK2692  PID         -  BK2692
 BK2692  STATE/COUNTY-  LA/ST LANDRY
 BK2692  USGS QUAD   -  SUNSET (1983)
 BK2692
 BK2692                         *CURRENT SURVEY CONTROL
 BK2692  ___________________________________________________________________
 BK2692* NAD 83(1992)-  30 29 03.72611(N)    092 05 08.23821(W)     ADJUSTED  
 BK2692* NAVD 88     -        19.6    (meters)      64.     (feet)  VERTCON   
 BK2692  ___________________________________________________________________
 BK2692  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2692  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2692
 BK2692  HORZ ORDER  -  SECOND
 BK2692
 BK2692.The horizontal coordinates were established by classical geodetic methods
 BK2692.and adjusted by the National Geodetic Survey in January 1993..
 BK2692
 BK2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2692
 BK2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2692
 BK2692.The geoid height was determined by GEOID03.
 BK2692
 BK2692;                    North         East     Units Scale Factor Converg.
 BK2692;SPC LA S     -   220,195.550   927,772.895   MT  0.99996123   -0 22 34.2
 BK2692;SPC LA S     -   722,424.90  3,043,868.24   sFT  0.99996123   -0 22 34.2
 BK2692;UTM  15      - 3,372,814.546   587,760.071   MT  0.99969501   +0 27 50.0
 BK2692
 BK2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2692!SPC LA S     -   1.00000122  x   0.99996123  =   0.99996245
 BK2692!UTM  15      -   1.00000122  x   0.99969501  =   0.99969623
 BK2692
 BK2692:                Primary Azimuth Mark                     Grid Az
 BK2692:SPC LA S     -  ROY                                      288 44 56.1
 BK2692:UTM  15      -  ROY                                      287 54 31.9
 BK2692
 BK2692|---------------------------------------------------------------------|
 BK2692| PID    Reference Object                     Distance      Geod. Az  |
 BK2692|                                                           dddmmss.s |
 BK2692| BK2681 ROY                                 APPROX. 0.8 KM 2882221.9 |
 BK2692|---------------------------------------------------------------------|
 BK2692
 BK2692                          SUPERSEDED SURVEY CONTROL
 BK2692
 BK2692  NAD 83(1986)-  30 29 03.74578(N)    092 05 08.23258(W) AD(       ) 2
 BK2692  NAD 27      -  30 29 03.03793(N)    092 05 07.79963(W) AD(       ) 2
 BK2692  NGVD 29 (07/19/86)   19.6    (m)           64.     (f) VERT ANG       
 BK2692
 BK2692.Superseded values are not recommended for survey control.
 BK2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2692.See file dsdata.txt to determine how the superseded data were derived.
 BK2692
 BK2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8776072815(NAD 83)
 BK2692_MARKER: DD = SURVEY DISK
 BK2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2692+STABILITY: SURFACE MOTION
 BK2692
 BK2692  HISTORY     - Date     Condition        Report By
 BK2692  HISTORY     - 1967     MONUMENTED       LADH
 BK2692
 BK2692                          STATION DESCRIPTION
 BK2692
 BK2692'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BK2692'THIS STATION IS LOCATED NORTH OF LAFAYETTE, 18.5 MILES FROM THE
 BK2692'RAILROAD STATION IS LAFAYETTE, ALONG THE SOUTHERN PACIFIC RAILROAD
 BK2692'TO OPELOUSAS.  THE STATION IS SET TO THE WEST OF THE RAILROAD
 BK2692'STATION, 1.80 FEET EAST OF A METAL WITNESS POST AND SIGN, 8.35
 BK2692'FEET WEST OF THE CENTER OF THE SOUTHERN PACIFIC RAILROAD, 42.0 FEET
 BK2692'EAST OF THE WEST FENCE ALONG THE RAILROAD, 57.50 FEET WEST OF THE
 BK2692'EAST FENCE, 694.0 FEET NORTH OF A CROSSING SIGN, 786.0 FEET NORTH
 BK2692'OF THE TEXAS COMPANY PIPE LINE CROSSING, 1,568.0 FEET NORTH OF MILE
 BK2692'POST NO. 18, AND 2,012 FEET NORTH OF A BLACKTOP ROAD LEADING
 BK2692'FROM U. S. HIGHWAY 167 TO STATE HIGHWAY 182.
 BK2692'
 BK2692'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BK2692'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BK2692'GROUND.  STATION IS STAMPED 28A043.
 BK2692'
 BK2692'TO REACH THIS STATION FROM THE U. S. HIGHWAY 167 AND INTERSTATE 10
 BK2692'INTERCHANGE IN LAFAYETTE, FOLLOW U. S. HIGHWAY 167 NORTH FOR 15.40
 BK2692'MILES TO A BLACKTOP PARISH ROAD ON THE LEFT, THENCE WEST ALONG THE
 BK2692'BLACKTOP ROAD TO THE RAILROAD CROSSING.  THE STATION IS 2.012 FEET
 BK2692'NORTH OF THIS CROSSING.
 BK2692'
 BK2692'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2699 ***********************************************************************
 BK2699  DESIGNATION -  28 B 001
 BK2699  PID         -  BK2699
 BK2699  STATE/COUNTY-  LA/LAFAYETTE
 BK2699  USGS QUAD   -  CARENCRO (1983)
 BK2699
 BK2699                         *CURRENT SURVEY CONTROL
 BK2699  ___________________________________________________________________
 BK2699* NAD 83(1992)-  30 15 47.31063(N)    092 00 26.59730(W)     ADJUSTED  
 BK2699* NAVD 88     -        14.5  **(meters)      48.   **(feet)  VERTCON   
 BK2699  **This station is located in a subsidence area (see below).
 BK2699  ___________________________________________________________________
 BK2699  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK2699  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2699
 BK2699  HORZ ORDER  -  SECOND
 BK2699
 BK2699.The horizontal coordinates were established by classical geodetic methods
 BK2699.and adjusted by the National Geodetic Survey in January 1993..
 BK2699
 BK2699 ** The orthometric height has not been validated since last determined
 BK2699 ** by differential leveling and should not be used for control purposes.
 BK2699 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2699 ** area with valid NAVD 88 orthometric heights.
 BK2699 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2699 ** epoch indicated which incorporates improved geoid heights for the
 BK2699 ** Southern Louisiana Subsidence area.
 BK2699 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2699
 BK2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2699
 BK2699.The geoid height was determined by GEOID03.
 BK2699
 BK2699;                    North         East     Units Scale Factor Converg.
 BK2699;SPC LA S     -   195,625.615   935,139.743   MT  0.99993618   -0 20 13.3
 BK2699;SPC LA S     -   641,815.04  3,068,037.64   sFT  0.99993618   -0 20 13.3
 BK2699;UTM  15      - 3,348,361.045   595,483.902   MT  0.99971248   +0 30 01.0
 BK2699
 BK2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2699!SPC LA S     -   1.00000202  x   0.99993618  =   0.99993820
 BK2699!UTM  15      -   1.00000202  x   0.99971248  =   0.99971450
 BK2699
 BK2699:                Primary Azimuth Mark                     Grid Az
 BK2699:SPC LA S     -  28 B 003                                 064 41 09.2
 BK2699:UTM  15      -  28 B 003                                 063 50 54.9
 BK2699
 BK2699|---------------------------------------------------------------------|
 BK2699| PID    Reference Object                     Distance      Geod. Az  |
 BK2699|                                                           dddmmss.s |
 BK2699| BJ5202 28 B 003                            APPROX. 1.3 KM 0642055.9 |
 BK2699| BK2698 28 B 002                            APPROX. 0.5 KM 0741211.2 |
 BK2699|---------------------------------------------------------------------|
 BK2699
 BK2699                          SUPERSEDED SURVEY CONTROL
 BK2699
 BK2699  NAD 83(1986)-  30 15 47.33050(N)    092 00 26.59148(W) AD(       ) 2
 BK2699  NAD 27      -  30 15 46.61058(N)    092 00 26.15973(W) AD(       ) 2
 BK2699  NGVD 29 (07/19/86)   14.5    (m)           48.     (f) VERT ANG       
 BK2699
 BK2699.Superseded values are not recommended for survey control.
 BK2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2699.See file dsdata.txt to determine how the superseded data were derived.
 BK2699
 BK2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9548448361(NAD 83)
 BK2699_MARKER: DD = SURVEY DISK
 BK2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2699_SP_SET: CONCRETE POST
 BK2699_MARK LOGO: LADH  
 BK2699_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2699+STABILITY: SURFACE MOTION
 BK2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2699+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BK2699
 BK2699  HISTORY     - Date     Condition        Report By
 BK2699  HISTORY     - 1973     MONUMENTED       LADH
 BK2699  HISTORY     - 1973     GOOD             LADH
 BK2699  HISTORY     - 19890719 GOOD             LADTD
 BK2699  HISTORY     - 19950227 GOOD             USPSQD
 BK2699
 BK2699                          STATION DESCRIPTION
 BK2699
 BK2699'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BK2699'THE STATION IS LOCATED 2 MILES NORTH OF DOWNTOWN LAFAYETTE, 7 MILES
 BK2699'WEST OF BREAUX BRIDGE, IN THE SOUTHEAST QUARTER OF SECTION 51, T9S,
 BK2699'R5E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BK2699'HIGHWAYS.
 BK2699'
 BK2699'TO REACH THE STATION FROM THE U. S. HIGHWAY 167 AND INTERSTATE 10
 BK2699'INTERCHANGE IN NORTH LAFAYETTE, DRIVE EAST ALONG INTERSTATE 10 FOR
 BK2699'0.5 MILES TO A BRIDGE OVER STATE HIGHWAY 728-1.  THE STATION IS SET
 BK2699'NEAR THE NORTHEAST CORNER OF THE BRIDGE ON THE WESTBOUND LANE OF
 BK2699'INTERSTATE 10.
 BK2699'
 BK2699'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2699'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2699'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2699'STAMPED 28B001 1973.  IT IS 26.5 FEET NORTH OF THE CENTER OF THE
 BK2699'WESTBOUND LANE ON INTERSTATE 10, 20 FEET EAST OF A FENCE, 3.5
 BK2699'FEET NORTH OF THE NORTHEAST CORNER OF A BRIDGE ON THE WESTBOUND
 BK2699'LANE ON INTERSTATE 10, AND 3 FEET WEST OF A METAL WITNESS POST
 BK2699'AND SIGN.
 BK2699'
 BK2699'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2699
 BK2699                          STATION RECOVERY (1973)
 BK2699
 BK2699'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BK2699'RECOVERED IN GOOD CONDITION.
 BK2699
 BK2699                          STATION RECOVERY (1989)
 BK2699
 BK2699'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BK2699'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH-NORTHEAST OF
 BK2699'DOWNTOWN LAFAYETTE, 11.3 KM (7.00 MI) WEST OF BREAUX BRIDGE, IN THE
 BK2699'SOUTHEAST QUARTER OF SECTION 51, T 9 S, R 5 E.  OWNERSHIP--LOUISIANA
 BK2699'DEPARTMENT OF TRANSPORTATION  AND DEVELOPMENT.
 BK2699'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAYS 10
 BK2699'AND 49 AND U.S. HIGHWAY 167 IN NORTH LAFAYETTE, GO EAST FOR 0.8 KM
 BK2699'(0.50 MI) ON INTERSTATE 10 TO A BRIDGE OVER STATE HIGHWAY 728-1, WITH
 BK2699'THE MARK SET NEAR THE NORTHEAST CORNER OF THE BRIDGE ON THE WESTBOUND
 BK2699'LANES OF THE INTERSTATE.
 BK2699'THE STATION IS 8.1 M (26.6 FT) NORTH FROM THE CENTER OF THE WEST BOUND
 BK2699'LANES OF THE INTERSTATE, 6.1 M (20.0 FT) EAST FROM A FENCE, 1.1 M
 BK2699'(3.6 FT) NORTH FROM THE NORTHEAST CORNER OF THE BRIDGE AND 0.9 M
 BK2699'(3.0 FT) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 BK2699'STATION IS RECESSED 2.5 CM (1 IN) BELOW THE GROUND SURFACE AND ABOUT
 BK2699'0.3 M (1.0 FT) BELOW THE HIGHWAY.
 BK2699
 BK2699                          STATION RECOVERY (1995)
 BK2699
 BK2699'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2698 ***********************************************************************
 BK2698  DESIGNATION -  28 B 002
 BK2698  PID         -  BK2698
 BK2698  STATE/COUNTY-  LA/LAFAYETTE
 BK2698  USGS QUAD   -  CARENCRO (1983)
 BK2698
 BK2698                         *CURRENT SURVEY CONTROL
 BK2698  ___________________________________________________________________
 BK2698* NAD 83(1992)-  30 15 51.74298(N)    092 00 08.54760(W)     ADJUSTED  
 BK2698* NAVD 88     -        14.0  **(meters)      46.   **(feet)  VERTCON   
 BK2698  **This station is located in a subsidence area (see below).
 BK2698  ___________________________________________________________________
 BK2698  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK2698  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2698
 BK2698  HORZ ORDER  -  SECOND
 BK2698
 BK2698.The horizontal coordinates were established by classical geodetic methods
 BK2698.and adjusted by the National Geodetic Survey in January 1993..
 BK2698
 BK2698 ** The orthometric height has not been validated since last determined
 BK2698 ** by differential leveling and should not be used for control purposes.
 BK2698 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2698 ** area with valid NAVD 88 orthometric heights.
 BK2698 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2698 ** epoch indicated which incorporates improved geoid heights for the
 BK2698 ** Southern Louisiana Subsidence area.
 BK2698 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2698
 BK2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2698
 BK2698.The geoid height was determined by GEOID03.
 BK2698
 BK2698;                    North         East     Units Scale Factor Converg.
 BK2698;SPC LA S     -   195,759.265   935,622.982   MT  0.99993628   -0 20 04.3
 BK2698;SPC LA S     -   642,253.52  3,069,623.07   sFT  0.99993628   -0 20 04.3
 BK2698;UTM  15      - 3,348,501.711   595,965.030   MT  0.99971361   +0 30 10.2
 BK2698
 BK2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2698!SPC LA S     -   1.00000210  x   0.99993628  =   0.99993838
 BK2698!UTM  15      -   1.00000210  x   0.99971361  =   0.99971571
 BK2698
 BK2698:                Primary Azimuth Mark                     Grid Az
 BK2698:SPC LA S     -  28 A 022                                 247 58 52.6
 BK2698:UTM  15      -  28 A 022                                 247 08 38.1
 BK2698
 BK2698|---------------------------------------------------------------------|
 BK2698| PID    Reference Object                     Distance      Geod. Az  |
 BK2698|                                                           dddmmss.s |
 BK2698| BK2426 28 A 022                            APPROX. 1.4 KM 2473848.3 |
 BK2698| BK2699 28 B 001                            APPROX. 0.5 KM 2541220.3 |
 BK2698|---------------------------------------------------------------------|
 BK2698
 BK2698                          SUPERSEDED SURVEY CONTROL
 BK2698
 BK2698  NAD 83(1986)-  30 15 51.76286(N)    092 00 08.54180(W) AD(       ) 2
 BK2698  NAD 27      -  30 15 51.04315(N)    092 00 08.11062(W) AD(       ) 2
 BK2698  NGVD 29 (07/19/86)   14.0    (m)           46.     (f) VERT ANG       
 BK2698
 BK2698.Superseded values are not recommended for survey control.
 BK2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2698.See file dsdata.txt to determine how the superseded data were derived.
 BK2698
 BK2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9596548502(NAD 83)
 BK2698_MARKER: DD = SURVEY DISK
 BK2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2698_SP_SET: CONCRETE POST
 BK2698_MARK LOGO: LADH  
 BK2698_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2698+STABILITY: SURFACE MOTION
 BK2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2698+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BK2698
 BK2698  HISTORY     - Date     Condition        Report By
 BK2698  HISTORY     - 1973     MONUMENTED       LADH
 BK2698  HISTORY     - 1973     GOOD             LADH
 BK2698  HISTORY     - 19890719 GOOD             LADTD
 BK2698  HISTORY     - 19950227 GOOD             USPSQD
 BK2698
 BK2698                          STATION DESCRIPTION
 BK2698
 BK2698'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BK2698'THE STATION IS LOCATED 3 MILES NORTH OF DOWNTOWN LAFAYETTE, 6 MILES
 BK2698'WEST OF BREAUX BRIDGE, IN THE NORTHWEST QUARTER OF SECTION 57, T9S,
 BK2698'R5E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BK2698'HIGHWAYS.
 BK2698'
 BK2698'TO REACH THE STATION FROM THE U. S. HIGHWAY 167 AND INTERSTATE 10
 BK2698'INTERCHANGE IN LAFAYETTE, DRIVE EAST ALONG INTERSTATE 10 FOR 1 MILE
 BK2698'TO A REST AREA ON THE RIGHT AND SOUTH OF THE HIGHWAY.  THE STATION IS
 BK2698'SET NEAR THE CONCRETE RAMP IN THE REST AREA.
 BK2698'
 BK2698'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2698'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2698'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2698'STAMPED 28B002 1973.  IT IS 143 FEET SOUTH OF THE CENTER OF THE
 BK2698'EASTBOUND LANE ON INTERSTATE 10, 79 FEET EAST-NORTHEAST OF A
 BK2698'METAL CATCH BASIN, 48 FEET NORTH OF A 36-INCH OAK TREE, 3 FEET
 BK2698'EAST OF A METAL WITNESS POST AND SIGN, AND 2 FEET SOUTH OF A
 BK2698'CONCRETE CURB ON THE RAMP TO THE REST AREA.
 BK2698'
 BK2698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2698
 BK2698                          STATION RECOVERY (1973)
 BK2698
 BK2698'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BK2698'RECOVERED IN GOOD CONDITION.
 BK2698
 BK2698                          STATION RECOVERY (1989)
 BK2698
 BK2698'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BK2698'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF
 BK2698'DOWNTOWN LAFAYETTE, 9.7 KM (6.05 MI) WEST OF BREAUX BRIDGE, IN THE
 BK2698'NORTHWEST QUARTER OF SECTION 57, T 9 S , R 5 E.  OWNERSHIP-LOUISIANA
 BK2698'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK2698'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAYS 10
 BK2698'AND 49 AND U.S. HIGHWAY 167 IN NORTH LAFAYETTE, GO EAST FOR 1.6 KM
 BK2698'(1.00 MI) ON INTERSTATE 10 TO THE MARK ON THE RIGHT AT A REST AREA ,
 BK2698'SET ON THE EAST SIDE OF A PARKING AREA AND THE RESTROOMS.
 BK2698'THE STATION IS 43.6 M (143.0 FT) SOUTH FROM THE CENTER OF THE EAST
 BK2698'BOUND LANES OF THE INTERSTATE, 24.1 M (79.1 FT) EAST-NORTHEAST FROM A
 BK2698'METAL CATCH BASIN, 14.6 M (47.9 FT) NORTH FROM A 91 CM (36 IN) OAK
 BK2698'TREE, 2.4 M (7.9 FT) EAST-NORTHEAST FROM A METAL LIGHT STANDARD, 0.9 M
 BK2698'(3.0 FT) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED AND 0.6 M
 BK2698'(2.0 FT) SOUTH FROM A CONCRETE CURB ON THE RAMP TO THE REST AREA.  THE
 BK2698'MARK IS RECESSED 2.5 CM (1 IN) BELOW THE GROUND SURFACE AND ABOUT 6.1
 BK2698'M (20.0 FT) ABOVE THE HIGHWAY.
 BK2698
 BK2698                          STATION RECOVERY (1995)
 BK2698
 BK2698'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5202 ***********************************************************************
 BJ5202  DESIGNATION -  28 B 003
 BJ5202  PID         -  BJ5202
 BJ5202  STATE/COUNTY-  LA/LAFAYETTE
 BJ5202  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5202
 BJ5202                         *CURRENT SURVEY CONTROL
 BJ5202  ___________________________________________________________________
 BJ5202* NAD 83(1992)-  30 16 05.01621(N)    091 59 44.11676(W)     ADJUSTED  
 BJ5202* NAVD 88     -         4.4  **(meters)      14.   **(feet)  VERTCON   
 BJ5202  **This station is located in a subsidence area (see below).
 BJ5202  ___________________________________________________________________
 BJ5202  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ5202  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5202
 BJ5202  HORZ ORDER  -  SECOND
 BJ5202
 BJ5202.The horizontal coordinates were established by classical geodetic methods
 BJ5202.and adjusted by the National Geodetic Survey in January 1993..
 BJ5202
 BJ5202 ** The orthometric height has not been validated since last determined
 BJ5202 ** by differential leveling and should not be used for control purposes.
 BJ5202 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5202 ** area with valid NAVD 88 orthometric heights.
 BJ5202 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5202 ** epoch indicated which incorporates improved geoid heights for the
 BJ5202 ** Southern Louisiana Subsidence area.
 BJ5202 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5202
 BJ5202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5202
 BJ5202.The geoid height was determined by GEOID03.
 BJ5202
 BJ5202;                    North         East     Units Scale Factor Converg.
 BJ5202;SPC LA S     -   196,164.169   936,278.338   MT  0.99993657   -0 19 52.1
 BJ5202;SPC LA S     -   643,581.94  3,071,773.18   sFT  0.99993657   -0 19 52.1
 BJ5202;UTM  15      - 3,348,916.058   596,614.254   MT  0.99971516   +0 30 22.7
 BJ5202
 BJ5202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5202!SPC LA S     -   1.00000361  x   0.99993657  =   0.99994018
 BJ5202!UTM  15      -   1.00000361  x   0.99971516  =   0.99971877
 BJ5202
 BJ5202:                Primary Azimuth Mark                     Grid Az
 BJ5202:SPC LA S     -  28 B 004                                 077 31 07.5
 BJ5202:UTM  15      -  28 B 004                                 076 40 52.7
 BJ5202
 BJ5202|---------------------------------------------------------------------|
 BJ5202| PID    Reference Object                     Distance      Geod. Az  |
 BJ5202|                                                           dddmmss.s |
 BJ5202| BJ5201 28 B 004                            APPROX. 1.1 KM 0771115.4 |
 BJ5202|---------------------------------------------------------------------|
 BJ5202
 BJ5202                          SUPERSEDED SURVEY CONTROL
 BJ5202
 BJ5202  NAD 83(1986)-  30 16 05.03611(N)    091 59 44.11098(W) AD(       ) 2
 BJ5202  NAD 27      -  30 16 04.31686(N)    091 59 43.68058(W) AD(       ) 2
 BJ5202  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 BJ5202
 BJ5202.Superseded values are not recommended for survey control.
 BJ5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5202.See file dsdata.txt to determine how the superseded data were derived.
 BJ5202
 BJ5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9661448916(NAD 83)
 BJ5202_MARKER: DD = SURVEY DISK
 BJ5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5202_SP_SET: CONCRETE POST
 BJ5202_MARK LOGO: LADH  
 BJ5202_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5202+STABILITY: SURFACE MOTION
 BJ5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5202+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5202
 BJ5202  HISTORY     - Date     Condition        Report By
 BJ5202  HISTORY     - 1973     MONUMENTED       LADH
 BJ5202  HISTORY     - 1973     GOOD             LADH
 BJ5202  HISTORY     - 19890719 GOOD             LADTD
 BJ5202  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BJ5202
 BJ5202                          STATION DESCRIPTION
 BJ5202
 BJ5202'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5202'THE STATION IS LOCATED 3 MILES NORTH OF DOWNTOWN LAFAYETTE, 5 MILES
 BJ5202'NORTHWEST OF BREAUX BRIDGE, IN THE SOUTHWEST QUARTER OF SECTION 55,
 BJ5202'T9S, R5E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ5202'HIGHWAYS.
 BJ5202'
 BJ5202'TO REACH THE STATION FROM THE STATE HIGHWAY 328 AND INTERSTATE
 BJ5202'HIGHWAY 10 INTERCHANGE NORTH OF BREAUX BRIDGE, DRIVE WEST ALONG
 BJ5202'INTERSTATE 10 FOR 5 MILES TO THE STATION, WHICH IS SET TO THE NORTH
 BJ5202'OF THE HIGHWAY NEAR A FENCE.
 BJ5202'
 BJ5202'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5202'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5202'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5202'STAMPED 28B003 1973.  IT IS 300 FEET WEST OF A NORTH-SOUTH FENCE,
 BJ5202'103 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE ON INTERSTATE
 BJ5202'10, 3.5 FEET WEST OF A METAL WITNESS POST AND SIGN, AND 3 FEET
 BJ5202'SOUTH OF A FENCE.
 BJ5202'
 BJ5202'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5202
 BJ5202                          STATION RECOVERY (1973)
 BJ5202
 BJ5202'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5202'RECOVERED IN GOOD CONDITION.
 BJ5202
 BJ5202                          STATION RECOVERY (1989)
 BJ5202
 BJ5202'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5202'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH-NORTHEAST OF
 BJ5202'DOWNTOWN LAFAYETTE, 8.0 M (4.95 MI) WEST OF BREAUX BRIDGE, IN THE
 BJ5202'SOUTHWEST QUARTER OF SECTION 55, T 9 S, R 5 E.  OWNERSHIP--LOUISIANA
 BJ5202'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5202'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAYS 10
 BJ5202'AND 49 AND U.S. HIGHWAY 167 IN NORTH LAFAYETTE, GO EAST FOR 2.3 KM
 BJ5202'(1.45 MI) ON INTERSTATE 10 TO THE MARK ON THE LEFT, NORTH OF THE
 BJ5202'HIGHWAY NEAR A FENCE.
 BJ5202'THE STATION IS 91.4 M (299.9 FT) WEST FROM A NORTH-SOUTH FENCE, 31.4 M
 BJ5202'(103.0 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANES OF THE
 BJ5202'INTERSTATE, 1.1 M (3.6 FT) WEST FROM A METAL WITNESS POST WITH SIGN
 BJ5202'ATTACHED AND 0.9 M (3.0 FT) SOUTH FROM A FENCE.  THE MARK IS FLUSH
 BJ5202'WITH THE GROUND AND ABOUT 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 BJ5202'HIGHWAY.
 BJ5202
 BJ5202                          STATION RECOVERY (1995)
 BJ5202
 BJ5202'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5201 ***********************************************************************
 BJ5201  DESIGNATION -  28 B 004
 BJ5201  PID         -  BJ5201
 BJ5201  STATE/COUNTY-  LA/LAFAYETTE
 BJ5201  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5201
 BJ5201                         *CURRENT SURVEY CONTROL
 BJ5201  ___________________________________________________________________
 BJ5201* NAD 83(1992)-  30 16 12.81980(N)    091 59 04.57689(W)     ADJUSTED  
 BJ5201* NAVD 88     -        10.6  **(meters)      35.   **(feet)  VERTCON   
 BJ5201  **This station is located in a subsidence area (see below).
 BJ5201  ___________________________________________________________________
 BJ5201  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5201  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5201
 BJ5201  HORZ ORDER  -  SECOND
 BJ5201
 BJ5201.The horizontal coordinates were established by classical geodetic methods
 BJ5201.and adjusted by the National Geodetic Survey in January 1993..
 BJ5201
 BJ5201 ** The orthometric height has not been validated since last determined
 BJ5201 ** by differential leveling and should not be used for control purposes.
 BJ5201 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5201 ** area with valid NAVD 88 orthometric heights.
 BJ5201 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5201 ** epoch indicated which incorporates improved geoid heights for the
 BJ5201 ** Southern Louisiana Subsidence area.
 BJ5201 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5201.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5201
 BJ5201.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5201
 BJ5201.The geoid height was determined by GEOID03.
 BJ5201
 BJ5201;                    North         East     Units Scale Factor Converg.
 BJ5201;SPC LA S     -   196,398.394   937,336.497   MT  0.99993675   -0 19 32.3
 BJ5201;SPC LA S     -   644,350.40  3,075,244.82   sFT  0.99993675   -0 19 32.3
 BJ5201;UTM  15      - 3,349,165.669   597,668.644   MT  0.99971768   +0 30 42.8
 BJ5201
 BJ5201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5201!SPC LA S     -   1.00000264  x   0.99993675  =   0.99993939
 BJ5201!UTM  15      -   1.00000264  x   0.99971768  =   0.99972032
 BJ5201
 BJ5201:                Primary Azimuth Mark                     Grid Az
 BJ5201:SPC LA S     -  28 B 003                                 257 31 07.6
 BJ5201:UTM  15      -  28 B 003                                 256 40 52.5
 BJ5201
 BJ5201|---------------------------------------------------------------------|
 BJ5201| PID    Reference Object                     Distance      Geod. Az  |
 BJ5201|                                                           dddmmss.s |
 BJ5201| BJ5202 28 B 003                            APPROX. 1.1 KM 2571135.3 |
 BJ5201|---------------------------------------------------------------------|
 BJ5201
 BJ5201                          SUPERSEDED SURVEY CONTROL
 BJ5201
 BJ5201  NAD 83(1986)-  30 16 12.83973(N)    091 59 04.57112(W) AD(       ) 2
 BJ5201  NAD 27      -  30 16 12.12082(N)    091 59 04.14190(W) AD(       ) 2
 BJ5201  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG       
 BJ5201
 BJ5201.Superseded values are not recommended for survey control.
 BJ5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5201.See file dsdata.txt to determine how the superseded data were derived.
 BJ5201
 BJ5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9766949166(NAD 83)
 BJ5201_MARKER: DD = SURVEY DISK
 BJ5201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5201_SP_SET: CONCRETE POST
 BJ5201_MARK LOGO: LADH  
 BJ5201_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5201+STABILITY: SURFACE MOTION
 BJ5201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5201+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5201
 BJ5201  HISTORY     - Date     Condition        Report By
 BJ5201  HISTORY     - 1973     MONUMENTED       LADH
 BJ5201  HISTORY     - 1973     GOOD             LADH
 BJ5201  HISTORY     - 19890719 GOOD             LADTD
 BJ5201  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BJ5201
 BJ5201                          STATION DESCRIPTION
 BJ5201
 BJ5201'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5201'THE STATION IS LOCATED 4 MILES NORTHEAST OF DOWNTOWN LAFAYETTE, 4
 BJ5201'MILES NORTHWEST OF BREAUX BRIDGE, IN THE SOUTHWEST QUARTER OF
 BJ5201'SECTION 8, T9S, R5E, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BJ5201'DEPARTMENT OF HIGHWAYS.
 BJ5201'
 BJ5201'TO REACH THE STATION FROM THE U. S. HIGHWAY 167 AND INTERSTATE 10
 BJ5201'INTERCHANGE IN NORTH LAFAYETTE, DRIVE EAST ALONG INTERSTATE 10
 BJ5201'FOR 2 MILES TO THE VERMILION BAYOU BRIDGE AND THE STATION NEAR THE
 BJ5201'SOUTHWEST CORNER OF THE BRIDGE ON THE EASTBOUND LANE OF INTERSTATE
 BJ5201'10.
 BJ5201'
 BJ5201'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5201'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5201'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5201'STAMPED 28B004 1973.  IT IS 28 FEET SOUTH OF THE CENTER OF THE
 BJ5201'EASTBOUND LANE ON INTERSTATE 10, 5 FEET SOUTHWEST OF THE
 BJ5201'SOUTHWEST CORNER OF THE VERMILION BAYOU BRIDGE ON THE EASTBOUND
 BJ5201'LANE OF INTERSTATE 10, AND 3.5 FEET EAST OF A METAL WITNESS
 BJ5201'POST AND SIGN.
 BJ5201'
 BJ5201'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5201
 BJ5201                          STATION RECOVERY (1973)
 BJ5201
 BJ5201'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5201'RECOVERED IN GOOD CONDITION.
 BJ5201
 BJ5201                          STATION RECOVERY (1989)
 BJ5201
 BJ5201'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5201'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHEAST  OF LAFAYETTE,
 BJ5201'6.4 KM (4.00 MI) NORTHWEST OF BREAUX BRIDGE, IN THE SOUTHWEST QUARTER
 BJ5201'OF SECTION 8, T 9 S, R 5 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ5201'TRANSPORTATION AND DEVELOPMENT.
 BJ5201'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAYS 10
 BJ5201'AND 49 AND U.S. HIGHWAY 167 IN NORTH LAFAYETTE, GO EAST FOR 3.2 KM
 BJ5201'(2.00 MI) TO THE VERMILION BAYOU BRIDGE AND THE MARK SET NEAR THE
 BJ5201'SOUTHWEST CORNER OF THE BRIDGE ON THE EAST BOUND LANES OF THE
 BJ5201'INTERSTATE.
 BJ5201'THE STATION IS 8.5 M (27.9 FT) SOUTH FROM THE CENTER OF THE EAST BOUND
 BJ5201'LANES OF THE INTERSTATE AND 1.5 M (4.9 FT) SOUTHWEST FROM THE
 BJ5201'SOUTHWEST CORNER OF THE EAST BOUND BRIDGE.  THE MARK IS FLUSH WITH THE
 BJ5201'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ5201
 BJ5201                          STATION RECOVERY (1995)
 BJ5201
 BJ5201'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5199 ***********************************************************************
 BJ5199  DESIGNATION -  28 B 006
 BJ5199  PID         -  BJ5199
 BJ5199  STATE/COUNTY-  LA/ST MARTIN
 BJ5199  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5199
 BJ5199                         *CURRENT SURVEY CONTROL
 BJ5199  ___________________________________________________________________
 BJ5199* NAD 83(1992)-  30 16 50.66848(N)    091 56 59.38878(W)     ADJUSTED  
 BJ5199* NAVD 88     -        12.6  **(meters)      41.   **(feet)  VERTCON   
 BJ5199  **This station is located in a subsidence area (see below).
 BJ5199  ___________________________________________________________________
 BJ5199  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ5199  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ5199
 BJ5199  HORZ ORDER  -  SECOND
 BJ5199
 BJ5199.The horizontal coordinates were established by classical geodetic methods
 BJ5199.and adjusted by the National Geodetic Survey in January 1993..
 BJ5199
 BJ5199 ** The orthometric height has not been validated since last determined
 BJ5199 ** by differential leveling and should not be used for control purposes.
 BJ5199 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5199 ** area with valid NAVD 88 orthometric heights.
 BJ5199 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5199 ** epoch indicated which incorporates improved geoid heights for the
 BJ5199 ** Southern Louisiana Subsidence area.
 BJ5199 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5199
 BJ5199.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5199
 BJ5199.The geoid height was determined by GEOID03.
 BJ5199
 BJ5199;                    North         East     Units Scale Factor Converg.
 BJ5199;SPC LA S     -   197,545.293   940,688.637   MT  0.99993763   -0 18 29.7
 BJ5199;SPC LA S     -   648,113.18  3,086,242.64   sFT  0.99993763   -0 18 29.7
 BJ5199;UTM  15      - 3,350,361.196   601,002.939   MT  0.99972585   +0 31 46.5
 BJ5199
 BJ5199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5199!SPC LA S     -   1.00000233  x   0.99993763  =   0.99993996
 BJ5199!UTM  15      -   1.00000233  x   0.99972585  =   0.99972817
 BJ5199
 BJ5199:                Primary Azimuth Mark                     Grid Az
 BJ5199:SPC LA S     -  BREAUX BRIDGE TANK                       089 10 17.9
 BJ5199:UTM  15      -  BREAUX BRIDGE TANK                       088 20 01.7
 BJ5199
 BJ5199|---------------------------------------------------------------------|
 BJ5199| PID    Reference Object                     Distance      Geod. Az  |
 BJ5199|                                                           dddmmss.s |
 BJ5199| BJ5189 BREAUX BRIDGE TANK                  APPROX. 6.2 KM 0885148.2 |
 BJ5199| BJ5192 BREAUX BRIDGE SUGAR MILL STK        APPROX. 4.5 KM 0920249.6 |
 BJ5199| BJ5200 28 B OO5                            APPROX. 1.8 KM 2531730.5 |
 BJ5199|---------------------------------------------------------------------|
 BJ5199
 BJ5199                          SUPERSEDED SURVEY CONTROL
 BJ5199
 BJ5199  NAD 83(1986)-  30 16 50.68854(N)    091 56 59.38309(W) AD(       ) 2
 BJ5199  NAD 27      -  30 16 49.97099(N)    091 56 58.95766(W) AD(       ) 2
 BJ5199  NGVD 29 (07/19/86)   12.6    (m)           41.     (f) VERT ANG       
 BJ5199
 BJ5199.Superseded values are not recommended for survey control.
 BJ5199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5199.See file dsdata.txt to determine how the superseded data were derived.
 BJ5199
 BJ5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0100350361(NAD 83)
 BJ5199_MARKER: DD = SURVEY DISK
 BJ5199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5199_SP_SET: CONCRETE POST
 BJ5199_MARK LOGO: LADH  
 BJ5199_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5199+STABILITY: SURFACE MOTION
 BJ5199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5199+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5199
 BJ5199  HISTORY     - Date     Condition        Report By
 BJ5199  HISTORY     - 1973     MONUMENTED       LADH
 BJ5199  HISTORY     - 1973     GOOD             LADH
 BJ5199  HISTORY     - 19890719 GOOD             LADTD
 BJ5199  HISTORY     - 19990712 GOOD             USPSQD
 BJ5199  HISTORY     - 20010730 MARK NOT FOUND   NGS
 BJ5199
 BJ5199                          STATION DESCRIPTION
 BJ5199
 BJ5199'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5199'THE STATION IS LOCATED 6 MILES NORTHEAST OF DOWNTOWN LAFAYETTE, 3
 BJ5199'MILES NORTHWEST OF BREAUX BRIDGE, IN THE NORTHWEST QUARTER OF
 BJ5199'SECTION 64, T9S, R5E, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BJ5199'DEPARTMENT OF HIGHWAYS.
 BJ5199'
 BJ5199'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 31 AND 94
 BJ5199'IN WEST BREAUX BRIDGE, DRIVE SOUTHWEST ALONG STATE HIGHWAY 94 FOR
 BJ5199'2.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 354, TURN RIGHT ON
 BJ5199'STATE HIGHWAY 354 AND GO NORTH FOR 1.8 MILES TO AN OVERPASS OVER
 BJ5199'INTERSTATE 10.  THE STATION IS SET NEAR THE SOUTHEAST CORNER OF
 BJ5199'THE OVERPASS.
 BJ5199'
 BJ5199'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5199'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5199'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5199'STAMPED 28B006 1973.  IT IS 93 FEET SOUTH OF THE CENTER OF THE
 BJ5199'EASTBOUND LANE ON INTERSTATE 10, 21 FEET SOUTH OF A FENCE, 18
 BJ5199'FEET EAST OF THE CENTER OF STATE HIGHWAY 354, 4 FEET NORTHEAST OF
 BJ5199'THE SOUTHEAST CORNER OF AN OVERPASS, AND 3 FEET NORTH OF A
 BJ5199'METAL WITNESS POST AND SIGN.
 BJ5199'
 BJ5199'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5199
 BJ5199                          STATION RECOVERY (1973)
 BJ5199
 BJ5199'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5199'RECOVERED IN GOOD CONDITION.
 BJ5199
 BJ5199                          STATION RECOVERY (1989)
 BJ5199
 BJ5199'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5199'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF BREAUX
 BJ5199'BRIDGE, 9.7 KM (6.05 MI) NORTHEAST OF DOWNTOWN LAFAYETTE, IN THE
 BJ5199'NORTHWEST QUARTER OF SECTION 64, T 9 S, R 5 E.  OWNERSHIP--LOUISIANA
 BJ5199'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5199'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5199'STATE HIGHWAY 328 NORTH OF BREAUX BRIDGE, GO WEST FOR 3.3 KM
 BJ5199'(2.05 MI) ON INTERSTATE 10 TO THE MARK, SET NEAR THE SOUTHEAST CORNER
 BJ5199'OF AN OVERPASS.
 BJ5199'THE STATION IS 28.3 M (92.8 FT) SOUTH FROM THE CENTER OF THE EAST
 BJ5199'BOUND LANES OF THE INTERSTATE, 6.4 M (21.0 FT) SOUTH FROM A FENCE, 5.5
 BJ5199'M (18.0 FT) EAST FROM THE CENTER OF STATE HIGHWAY 354 AND 1.2 M
 BJ5199'(3.9 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE OVERPASS.  THE
 BJ5199'MARK IS RECESSED 7.6 CM (3 IN) BELOW THE GROUND SURFACE AND ABOUT 6.1
 BJ5199'M (20.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BJ5199
 BJ5199                          STATION RECOVERY (1999)
 BJ5199
 BJ5199'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5199'RECOVERED IN GOOD CONDITION.
 BJ5199
 BJ5199                          STATION RECOVERY (2001)
 BJ5199
 BJ5199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5199'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5198 ***********************************************************************
 BJ5198  DESIGNATION -  28 B 007
 BJ5198  PID         -  BJ5198
 BJ5198  STATE/COUNTY-  LA/ST MARTIN
 BJ5198  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5198
 BJ5198                         *CURRENT SURVEY CONTROL
 BJ5198  ___________________________________________________________________
 BJ5198* NAD 83(1992)-  30 17 07.58474(N)    091 56 24.93276(W)     ADJUSTED  
 BJ5198* NAVD 88     -         6.9  **(meters)      23.   **(feet)  VERTCON   
 BJ5198  **This station is located in a subsidence area (see below).
 BJ5198  ___________________________________________________________________
 BJ5198  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ5198  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ5198
 BJ5198  HORZ ORDER  -  SECOND
 BJ5198
 BJ5198.The horizontal coordinates were established by classical geodetic methods
 BJ5198.and adjusted by the National Geodetic Survey in January 1993..
 BJ5198
 BJ5198 ** The orthometric height has not been validated since last determined
 BJ5198 ** by differential leveling and should not be used for control purposes.
 BJ5198 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5198 ** area with valid NAVD 88 orthometric heights.
 BJ5198 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5198 ** epoch indicated which incorporates improved geoid heights for the
 BJ5198 ** Southern Louisiana Subsidence area.
 BJ5198 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5198
 BJ5198.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5198
 BJ5198.The geoid height was determined by GEOID03.
 BJ5198
 BJ5198;                    North         East     Units Scale Factor Converg.
 BJ5198;SPC LA S     -   198,061.252   941,612.196   MT  0.99993803   -0 18 12.5
 BJ5198;SPC LA S     -   649,805.96  3,089,272.68   sFT  0.99993803   -0 18 12.5
 BJ5198;UTM  15      - 3,350,890.493   601,918.662   MT  0.99972815   +0 32 04.1
 BJ5198
 BJ5198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5198!SPC LA S     -   1.00000322  x   0.99993803  =   0.99994125
 BJ5198!UTM  15      -   1.00000322  x   0.99972815  =   0.99973137
 BJ5198
 BJ5198:                Primary Azimuth Mark                     Grid Az
 BJ5198:SPC LA S     -  28 B 008                                 062 42 58.5
 BJ5198:UTM  15      -  28 B 008                                 061 52 41.9
 BJ5198
 BJ5198|---------------------------------------------------------------------|
 BJ5198| PID    Reference Object                     Distance      Geod. Az  |
 BJ5198|                                                           dddmmss.s |
 BJ5198| BJ5197 28 B 008                            APPROX. 1.3 KM 0622446.0 |
 BJ5198|---------------------------------------------------------------------|
 BJ5198
 BJ5198                          SUPERSEDED SURVEY CONTROL
 BJ5198
 BJ5198  NAD 83(1986)-  30 17 07.60483(N)    091 56 24.92710(W) AD(       ) 2
 BJ5198  NAD 27      -  30 17 06.88786(N)    091 56 24.50276(W) AD(       ) 2
 BJ5198  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 BJ5198
 BJ5198.Superseded values are not recommended for survey control.
 BJ5198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5198.See file dsdata.txt to determine how the superseded data were derived.
 BJ5198
 BJ5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0191950890(NAD 83)
 BJ5198_MARKER: DD = SURVEY DISK
 BJ5198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5198_SP_SET: CONCRETE POST
 BJ5198_MARK LOGO: LADH  
 BJ5198_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5198+STABILITY: SURFACE MOTION
 BJ5198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5198+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5198
 BJ5198  HISTORY     - Date     Condition        Report By
 BJ5198  HISTORY     - 1973     MONUMENTED       LADH
 BJ5198  HISTORY     - 1973     GOOD             LADH
 BJ5198  HISTORY     - 19890719 GOOD             LADTD
 BJ5198  HISTORY     - 19990712 GOOD             USPSQD
 BJ5198  HISTORY     - 20010730 MARK NOT FOUND   NGS
 BJ5198
 BJ5198                          STATION DESCRIPTION
 BJ5198
 BJ5198'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5198'THE STATION IS LOCATED 7 MILES NORTHEAST OF DOWNTOWN LAFAYETTE, 2
 BJ5198'MILES NORTHWEST OF BREAUX BRIDGE, IN THE SOUTHEAST QUARTER OF
 BJ5198'SECTION 140, T9S, R5E, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BJ5198'DEPARTMENT OF HIGHWAYS.
 BJ5198'
 BJ5198'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5198'HIGHWAY 328 NORTH OF BREAUX BRIDGE, DRIVE WEST ON INTERSTATE 10 FOR
 BJ5198'1.4 MILES.  THE STATION IS SET NORTH OF THE HIGHWAY AND WEST OF A
 BJ5198'SCALE STATION NEAR A FENCE CORNER.
 BJ5198'
 BJ5198'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5198'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5198'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5198'STAMPED 28B007 1973.  IT IS 102 FEET NORTHEAST OF THE CENTER OF
 BJ5198'THE WESTBOUND LANE ON INTERSTATE 10, 69 FEET NORTHEAST OF THE
 BJ5198'CENTER OF THE WEST END OF THE RAMP TO THE SCALE STATION, 11 FEET
 BJ5198'EAST OF A CROSS FENCE, 18 FEET SOUTHWEST OF A CONCRETE HIGHWAY
 BJ5198'RIGHT-OF-WAY MARKER, 3 FEET EAST OF A METAL WITNESS POST AND
 BJ5198'SIGN, AND 3 FEET SOUTH OF A FENCE.
 BJ5198'
 BJ5198'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5198
 BJ5198                          STATION RECOVERY (1973)
 BJ5198
 BJ5198'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5198'RECOVERED IN GOOD CONDITION.
 BJ5198
 BJ5198                          STATION RECOVERY (1989)
 BJ5198
 BJ5198'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5198'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF BREAUX
 BJ5198'BRIDGE, 11.3 KM (7.00 MI) NORTHEAST OF DOWNTOWN LAFAYETTE, IN THE
 BJ5198'SOUTHEAST QUARTER OF SECTION 140, T 9 S, R 5 E.  OWNERSHIP--LOUISIANA
 BJ5198'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5198'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5198'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO WEST FOR 2.3 KM
 BJ5198'(1.45 MI) TO THE MARK ON THE RIGHT, JUST WEST OF A SCALE STATION.
 BJ5198'THE STATION IS 31.1 M (102.0 FT) NORTHEAST FROM THE CENTER OF THE WEST
 BJ5198'BOUND LANES OF THE INTERSTATE, 21.0 M (68.9 FT) NORTHEAST FROM THE
 BJ5198'CENTER OF THE WEST END OF THE RAMP LEADING FROM THE SCALE STATION, 3.4
 BJ5198'M (11.2 FT) EAST FROM A CROSS FENCE, 0.9 M (3.0 FT) SOUTH FROM A FENCE
 BJ5198'AND 0.9 M (3.0 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ5198'THE MARK IS RECESSED 7.6 CM (3 IN) BELOW THE GROUND SURFACE AND ABOUT
 BJ5198'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ5198
 BJ5198                          STATION RECOVERY (1999)
 BJ5198
 BJ5198'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5198'RECOVERED IN GOOD CONDITION.
 BJ5198
 BJ5198                          STATION RECOVERY (2001)
 BJ5198
 BJ5198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5198'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5197 ***********************************************************************
 BJ5197  DESIGNATION -  28 B 008
 BJ5197  PID         -  BJ5197
 BJ5197  STATE/COUNTY-  LA/ST MARTIN
 BJ5197  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5197
 BJ5197                         *CURRENT SURVEY CONTROL
 BJ5197  ___________________________________________________________________
 BJ5197* NAD 83(1992)-  30 17 27.86963(N)    091 55 40.19208(W)     ADJUSTED  
 BJ5197* NAVD 88     -         7.80   (+/-2cm)      25.6  **(feet)  VERTCON   
 BJ5197  **This station is located in a subsidence area (see below).
 BJ5197  ___________________________________________________________________
 BJ5197  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5197  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ5197
 BJ5197  HORZ ORDER  -  SECOND
 BJ5197  VERT ORDER  -  THIRD ? (See Below)
 BJ5197
 BJ5197.The horizontal coordinates were established by classical geodetic methods
 BJ5197.and adjusted by the National Geodetic Survey in January 1993..
 BJ5197
 BJ5197 ** The orthometric height has not been validated since last determined
 BJ5197 ** by differential leveling and should not be used for control purposes.
 BJ5197 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5197 ** area with valid NAVD 88 orthometric heights.
 BJ5197 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5197 ** epoch indicated which incorporates improved geoid heights for the
 BJ5197 ** Southern Louisiana Subsidence area.
 BJ5197 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5197.The vertical order pertains to the NGVD 29 superseded value.
 BJ5197
 BJ5197.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5197
 BJ5197.The geoid height was determined by GEOID03.
 BJ5197
 BJ5197;                    North         East     Units Scale Factor Converg.
 BJ5197;SPC LA S     -   198,679.584   942,811.028   MT  0.99993852   -0 17 50.1
 BJ5197;SPC LA S     -   651,834.60  3,093,205.85   sFT  0.99993852   -0 17 50.1
 BJ5197;UTM  15      - 3,351,526.160   603,108.073   MT  0.99973116   +0 32 27.0
 BJ5197
 BJ5197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5197!SPC LA S     -   1.00000308  x   0.99993852  =   0.99994160
 BJ5197!UTM  15      -   1.00000308  x   0.99973116  =   0.99973424
 BJ5197
 BJ5197:                Primary Azimuth Mark                     Grid Az
 BJ5197:SPC LA S     -  28 B 009                                 060 50 59.7
 BJ5197:UTM  15      -  28 B 009                                 060 00 42.6
 BJ5197
 BJ5197|---------------------------------------------------------------------|
 BJ5197| PID    Reference Object                     Distance      Geod. Az  |
 BJ5197|                                                           dddmmss.s |
 BJ5197| BJ5196 28 B 009                            APPROX. 0.6 KM 0603309.6 |
 BJ5197|---------------------------------------------------------------------|
 BJ5197
 BJ5197                          SUPERSEDED SURVEY CONTROL
 BJ5197
 BJ5197  NAD 83(1986)-  30 17 27.88975(N)    091 55 40.18646(W) AD(       ) 2
 BJ5197  NAD 27      -  30 17 27.17352(N)    091 55 39.76353(W) AD(       ) 2
 BJ5197  NGVD 29 (07/19/86)    7.80   (m)           25.6    (f) LEVELING    3  
 BJ5197
 BJ5197.Superseded values are not recommended for survey control.
 BJ5197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5197.See file dsdata.txt to determine how the superseded data were derived.
 BJ5197
 BJ5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0310851526(NAD 83)
 BJ5197_MARKER: DD = SURVEY DISK
 BJ5197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5197_SP_SET: CONCRETE POST
 BJ5197_MARK LOGO: LADH  
 BJ5197_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5197+STABILITY: SURFACE MOTION
 BJ5197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5197+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5197
 BJ5197  HISTORY     - Date     Condition        Report By
 BJ5197  HISTORY     - 1973     MONUMENTED       LADH
 BJ5197  HISTORY     - 1973     GOOD             LADH
 BJ5197  HISTORY     - 19890719 GOOD             LADTD
 BJ5197  HISTORY     - 19990712 GOOD             USPSQD
 BJ5197  HISTORY     - 20010730 GOOD             NGS
 BJ5197
 BJ5197                          STATION DESCRIPTION
 BJ5197
 BJ5197'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5197'THE STATION IS LOCATED 1 MILE NORTHWEST OF BREAUX BRIDGE, 7.5 MILES
 BJ5197'NORTHEAST OF LAFAYETTE, IN THE NORTHWEST QUARTER OF SECTION 38,
 BJ5197'T9S, R15E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ5197'HIGHWAYS.
 BJ5197'
 BJ5197'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5197'HIGHWAY 328 NORTH OF BREAUX BRIDGE, DRIVE WEST ON INTERSTATE 10 FOR
 BJ5197'0.7 MILE TO THE BAYOU TECHE BRIDGE.  THE STATION IS SET IN THE
 BJ5197'MEDIAN EAST OF THE BRIDGE.
 BJ5197'
 BJ5197'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5197'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5197'CYLINDRICAL CONCRET MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5197'STAMPED 28B008 1973.  IT IS 45 FEET SOUTH-SOUTHEAST OF THE CENTER
 BJ5197'OF THE WESTBOUND LANE ON INTERSTATE 10, 44 FEET NORTH-NORTHWEST OF
 BJ5197'THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 10, 30 FEET
 BJ5197'NORTH-NORTHEAST OF A FENCE, 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BJ5197'OF A BRIDGE ON THE WESTBOUND LANE ON INTERSTATE 10, 25 FEET
 BJ5197'NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE ON THE
 BJ5197'EASTBOUND LANE ON INTERSTATE 10, AND 3 FEET WEST OF A METAL WITNESS
 BJ5197'POST AND SIGN.
 BJ5197'
 BJ5197'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5197
 BJ5197                          STATION RECOVERY (1973)
 BJ5197
 BJ5197'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5197'RECOVERED IN GOOD CONDITION.
 BJ5197
 BJ5197                          STATION RECOVERY (1989)
 BJ5197
 BJ5197'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5197'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF BREAUX
 BJ5197'BRIDGE, 12.1 KM (7.50 MI) NORTHEAST OF DOWNTOWN LAFAYETTE, IN THE
 BJ5197'NORTHWEST QUARTER OF SECTION 38, T 9 S, R 5 E.  OWNERSHIP--LOUISIANA
 BJ5197'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5197'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5197'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO WEST FOR 1.1 KM
 BJ5197'(0.70 MI) TO THE BAYOU TECHE BRIDGES WITH THE MARK SET IN THE MEDIAN
 BJ5197'ON THE  EAST OF THE BAYOU.
 BJ5197'THE STATION IS 13.7 M (44.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 BJ5197'WEST BOUND LANES OF THE INTERSTATE, 13.4 M (44.0 FT) NORTH-NORTHWEST
 BJ5197'FROM THE CENTER OF THE EAST BOUND LANES OF THE INTERSTATE, 8.5 M
 BJ5197'(27.9 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE WEST BOUND BRIDGE
 BJ5197'AND 7.6 M (24.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE EAST
 BJ5197'BOUND BRIDGE.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BJ5197'THE HIGHWAY.
 BJ5197
 BJ5197                          STATION RECOVERY (1999)
 BJ5197
 BJ5197'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5197'RECOVERED IN GOOD CONDITION.
 BJ5197
 BJ5197                          STATION RECOVERY (2001)
 BJ5197
 BJ5197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5197'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5196 ***********************************************************************
 BJ5196  DESIGNATION -  28 B 009
 BJ5196  PID         -  BJ5196
 BJ5196  STATE/COUNTY-  LA/ST MARTIN
 BJ5196  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5196
 BJ5196                         *CURRENT SURVEY CONTROL
 BJ5196  ___________________________________________________________________
 BJ5196* NAD 83(1992)-  30 17 37.28081(N)    091 55 20.98164(W)     ADJUSTED  
 BJ5196* NAVD 88     -         7.0  **(meters)      23.   **(feet)  VERTCON   
 BJ5196  **This station is located in a subsidence area (see below).
 BJ5196  ___________________________________________________________________
 BJ5196  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5196  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ5196
 BJ5196  HORZ ORDER  -  SECOND
 BJ5196
 BJ5196.The horizontal coordinates were established by classical geodetic methods
 BJ5196.and adjusted by the National Geodetic Survey in January 1993..
 BJ5196
 BJ5196 ** The orthometric height has not been validated since last determined
 BJ5196 ** by differential leveling and should not be used for control purposes.
 BJ5196 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5196 ** area with valid NAVD 88 orthometric heights.
 BJ5196 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5196 ** epoch indicated which incorporates improved geoid heights for the
 BJ5196 ** Southern Louisiana Subsidence area.
 BJ5196 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5196
 BJ5196.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5196
 BJ5196.The geoid height was determined by GEOID03.
 BJ5196
 BJ5196;                    North         East     Units Scale Factor Converg.
 BJ5196;SPC LA S     -   198,966.716   943,325.843   MT  0.99993875   -0 17 40.5
 BJ5196;SPC LA S     -   652,776.63  3,094,894.87   sFT  0.99993875   -0 17 40.5
 BJ5196;UTM  15      - 3,351,820.732   603,618.528   MT  0.99973246   +0 32 36.9
 BJ5196
 BJ5196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5196!SPC LA S     -   1.00000321  x   0.99993875  =   0.99994196
 BJ5196!UTM  15      -   1.00000321  x   0.99973246  =   0.99973567
 BJ5196
 BJ5196:                Primary Azimuth Mark                     Grid Az
 BJ5196:SPC LA S     -  28 B 010                                 076 39 21.1
 BJ5196:UTM  15      -  28 B 010                                 075 49 03.7
 BJ5196
 BJ5196|---------------------------------------------------------------------|
 BJ5196| PID    Reference Object                     Distance      Geod. Az  |
 BJ5196|                                                           dddmmss.s |
 BJ5196| BJ5195 28 B 010                            APPROX. 0.6 KM 0762140.6 |
 BJ5196|---------------------------------------------------------------------|
 BJ5196
 BJ5196                          SUPERSEDED SURVEY CONTROL
 BJ5196
 BJ5196  NAD 83(1986)-  30 17 37.30093(N)    091 55 20.97603(W) AD(       ) 2
 BJ5196  NAD 27      -  30 17 36.58507(N)    091 55 20.55373(W) AD(       ) 2
 BJ5196  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG       
 BJ5196
 BJ5196.Superseded values are not recommended for survey control.
 BJ5196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5196.See file dsdata.txt to determine how the superseded data were derived.
 BJ5196
 BJ5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0361951821(NAD 83)
 BJ5196_MARKER: DD = SURVEY DISK
 BJ5196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5196_SP_SET: CONCRETE POST
 BJ5196_MARK LOGO: LADH  
 BJ5196_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5196+STABILITY: SURFACE MOTION
 BJ5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5196+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5196
 BJ5196  HISTORY     - Date     Condition        Report By
 BJ5196  HISTORY     - 1973     MONUMENTED       LADH
 BJ5196  HISTORY     - 1973     GOOD             LADH
 BJ5196  HISTORY     - 19890719 GOOD             LADTD
 BJ5196  HISTORY     - 19990712 MARK NOT FOUND   USPSQD
 BJ5196  HISTORY     - 20010730 MARK NOT FOUND   NGS
 BJ5196
 BJ5196                          STATION DESCRIPTION
 BJ5196
 BJ5196'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5196'THE STATION IS LOCATED 1 MILE NORTHWEST OF BREAUX BRIDGE, 5 MILES
 BJ5196'SOUTHWEST OF CECILIA, AND 6 MILES NORTHEAST OF LAFAYETTE, IN THE
 BJ5196'NORTHWEST QUARTER OF SECTION 38, T9S, R5E, AND ON THE PROPERTY
 BJ5196'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5196'
 BJ5196'TO REACH THE STATION FROM THE STATE HIGHWAY 328 AND INTERSTATE 10
 BJ5196'INTERCHANGE, JUST NORTH OF BREAUX BRIDGE, DRIVE WEST ALONG
 BJ5196'INTERSTATE 10 FOR 0.3 MILE.  THE STATION IS SET NORTH OF THE HIGHWAY
 BJ5196'NEAR A FENCE AND A POWER POLE.
 BJ5196'
 BJ5196'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5196'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5196'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5196'STAMPED 28B009 1973.  IT IS 102 FEET NORTHWEST OF THE CENTER OF
 BJ5196'THE WESTBOUND LANE ON INTERSTATE 10, 85 FEET SOUTH-SOUTHWEST OF A
 BJ5196'POWER POLE, 4 FEET SOUTH-SOUTHEAST OF A FENCE, AND 3.5 FEET
 BJ5196'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ5196'
 BJ5196'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5196
 BJ5196                          STATION RECOVERY (1973)
 BJ5196
 BJ5196'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5196'RECOVERED IN GOOD CONDITION.
 BJ5196
 BJ5196                          STATION RECOVERY (1989)
 BJ5196
 BJ5196'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5196'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTHWEST OF BREAUX
 BJ5196'BRIDGE, 8.0 KM (4.95 MI) SOUTHWEST OF CECILIA AND 12.9 KM (8.00 MI)
 BJ5196'NORTHEAST OF DOWNTOWN LAFAYETTE, IN THE NORTHWEST QUARTER OF SECTION
 BJ5196'38, T 9 S, R 5 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BJ5196'AND DEVELOPMENT.
 BJ5196'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5196'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO WEST FOR 0.5 KM
 BJ5196'(0.30 MI) TO THE MARK ON THE RIGHT, SET NEAR THE RIGHT-OF-WAY FENCE.
 BJ5196'THE STATION IS 31.1 M (102.0 FT) NORTHWEST FROM THE CENTER OF THE WEST
 BJ5196'BOUND LANES OF THE INTERSTATE, 25.9 M (85.0 FT) SOUTH-SOUTHWEST FROM A
 BJ5196'POWER POLE, 1.2 M (3.9 FT) SOUTH-SOUTHEAST FROM A FENCE AND 1.1 M
 BJ5196'(3.6 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ5196'THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE
 BJ5196'LEVEL OF THE HIGHWAY.
 BJ5196
 BJ5196                          STATION RECOVERY (1999)
 BJ5196
 BJ5196'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5196'MARK NOT FOUND.
 BJ5196
 BJ5196                          STATION RECOVERY (2001)
 BJ5196
 BJ5196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5196'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5195 ***********************************************************************
 BJ5195  DESIGNATION -  28 B 010
 BJ5195  PID         -  BJ5195
 BJ5195  STATE/COUNTY-  LA/ST MARTIN
 BJ5195  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5195
 BJ5195                         *CURRENT SURVEY CONTROL
 BJ5195  ___________________________________________________________________
 BJ5195* NAD 83(1992)-  30 17 42.01274(N)    091 54 58.50587(W)     ADJUSTED  
 BJ5195* NAVD 88     -        12.8  **(meters)      42.   **(feet)  VERTCON   
 BJ5195  **This station is located in a subsidence area (see below).
 BJ5195  ___________________________________________________________________
 BJ5195  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ5195  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ5195
 BJ5195  HORZ ORDER  -  SECOND
 BJ5195
 BJ5195.The horizontal coordinates were established by classical geodetic methods
 BJ5195.and adjusted by the National Geodetic Survey in January 1993..
 BJ5195
 BJ5195 ** The orthometric height has not been validated since last determined
 BJ5195 ** by differential leveling and should not be used for control purposes.
 BJ5195 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5195 ** area with valid NAVD 88 orthometric heights.
 BJ5195 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5195 ** epoch indicated which incorporates improved geoid heights for the
 BJ5195 ** Southern Louisiana Subsidence area.
 BJ5195 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5195
 BJ5195.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5195
 BJ5195.The geoid height was determined by GEOID03.
 BJ5195
 BJ5195;                    North         East     Units Scale Factor Converg.
 BJ5195;SPC LA S     -   199,109.348   943,927.148   MT  0.99993887   -0 17 29.3
 BJ5195;SPC LA S     -   653,244.59  3,096,867.65   sFT  0.99993887   -0 17 29.3
 BJ5195;UTM  15      - 3,351,972.113   604,217.559   MT  0.99973399   +0 32 48.3
 BJ5195
 BJ5195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5195!SPC LA S     -   1.00000230  x   0.99993887  =   0.99994117
 BJ5195!UTM  15      -   1.00000230  x   0.99973399  =   0.99973628
 BJ5195
 BJ5195:                Primary Azimuth Mark                     Grid Az
 BJ5195:SPC LA S     -  POLKVILLE S CEN BELL MW MAST             057 44 09.8
 BJ5195:UTM  15      -  POLKVILLE S CEN BELL MW MAST             056 53 52.2
 BJ5195
 BJ5195|---------------------------------------------------------------------|
 BJ5195| PID    Reference Object                     Distance      Geod. Az  |
 BJ5195|                                                           dddmmss.s |
 BJ5195| BJ5183 POLKVILLE S CEN BELL MW MAST        APPROX.10.0 KM 0572640.5 |
 BJ5195| BJ5190 BREAUX AZ MK                        APPROX. 2.0 KM 0731430.0 |
 BJ5195| BJ5189 BREAUX BRIDGE TANK                  APPROX. 3.3 KM 1162429.8 |
 BJ5195|---------------------------------------------------------------------|
 BJ5195
 BJ5195                          SUPERSEDED SURVEY CONTROL
 BJ5195
 BJ5195  NAD 83(1986)-  30 17 42.03288(N)    091 54 58.50026(W) AD(       ) 2
 BJ5195  NAD 27      -  30 17 41.31729(N)    091 54 58.07866(W) AD(       ) 2
 BJ5195  NGVD 29 (07/19/86)   12.8    (m)           42.     (f) VERT ANG       
 BJ5195
 BJ5195.Superseded values are not recommended for survey control.
 BJ5195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5195.See file dsdata.txt to determine how the superseded data were derived.
 BJ5195
 BJ5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0421851972(NAD 83)
 BJ5195_MARKER: DD = SURVEY DISK
 BJ5195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5195_SP_SET: CONCRETE POST
 BJ5195_MARK LOGO: LADH  
 BJ5195_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5195+STABILITY: SURFACE MOTION
 BJ5195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5195+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5195
 BJ5195  HISTORY     - Date     Condition        Report By
 BJ5195  HISTORY     - 1973     MONUMENTED       LADH
 BJ5195  HISTORY     - 1973     GOOD             LADH
 BJ5195  HISTORY     - 19890719 GOOD             LADTD
 BJ5195  HISTORY     - 19990712 GOOD             USPSQD
 BJ5195  HISTORY     - 20010730 MARK NOT FOUND   NGS
 BJ5195
 BJ5195                          STATION DESCRIPTION
 BJ5195
 BJ5195'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5195'THE STATION IS LOCATED 1 MILE NORTHWEST OF BREAUX BRIDGE, 6 MILES
 BJ5195'WEST OF HENDERSON, AND 7 MILES NORTHEAST OF LAFAYETTE, IN THE
 BJ5195'SOUTHEAST QUARTER OF SECTION 38, T9S, R5E, AND ON THE PROPERTY
 BJ5195'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5195'
 BJ5195'TO REACH THE STATION FROM THE JUNCTION AT STATE HIGHWAYS 328 AND 347
 BJ5195'IN BREAUX BRIDGE, DRIVE NORTHWEST ALONG STATE HIGHWAY 328 FOR 1.7
 BJ5195'MILES TO THE INTERCHANGE ON INTERSTATE 10.  THE STATION IS SET NEAR
 BJ5195'THE NORTHWEST CORNER OF THE OVERPASS ON THE EASTBOUND LANE IN THE
 BJ5195'MEDIAN.
 BJ5195'
 BJ5195'THE STATION MARK IS A STANDARD LOUISANA DEPARTMENT OF HIGHWAYS AND
 BJ5195'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5195'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5195'STAMPED 28B010 1973.  IT IS 175 FEET WEST OF THE CENTER OF THE
 BJ5195'SOUTHBOUND LANE ON STATE HIGHWAY 328, 61 FEET SOUTH OF THE CENTER
 BJ5195'OF THE WESTBOUND LANE ON INTERSTATE 10, 42 FEET SOUTH OF THE
 BJ5195'SOUTHWEST CORNER OF THE OVERPASS ON THE WESTBOUND LANE ON
 BJ5195'INTERSTATE 10, 28 FEET NORTH OF THE CENTER OF THE EASTBOUND LANE ON
 BJ5195'INTERSTATE 10, 9 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BJ5195'OVERPASS ON THE EASTBOUND LANE ON I-10, AND 6 FEET NORTH OF A
 BJ5195'METAL WITNESS POST AND SIGN.
 BJ5195'
 BJ5195'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5195
 BJ5195                          STATION RECOVERY (1973)
 BJ5195
 BJ5195'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5195'RECOVERED IN GOOD CONDITION.
 BJ5195
 BJ5195                          STATION RECOVERY (1989)
 BJ5195
 BJ5195'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5195'THE STATION IS LOCATED AT THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5195'STATE HIGHWAY 328, 0.5 KM (0.30 MI) NORTH OF BREAUX BRIDGE, 11.9 KM
 BJ5195'(7.40 MI) NORTHEAST OF DOWNTOWN LAFAYETTE, SET IN THE SOUTHEAST
 BJ5195'QUARTER OF SECTION 38, T 9 S, T 5 E.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ5195'OF TRANSPORTATION AND DEVELOPMENT.
 BJ5195'THE STATION IS 53.3 M (174.9 FT) WEST FROM THE CENTER OF THE SOUTH
 BJ5195'BOUND LANES OF HIGHWAY 328, 18.6 M (61.0 FT) SOUTH FROM THE CENTER OF
 BJ5195'THE WEST BOUND LANES OF THE INTERSTATE, 12.8 M (42.0 FT) SOUTH FROM
 BJ5195'THE SOUTHWEST CORNER OF THE WEST BOUND OVERPASS, 8.5 M (27.9 FT) NORTH
 BJ5195'FROM THE CENTER OF THE EAST BOUND LANES OF THE INTERSTATE AND 2.7 M
 BJ5195'(8.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE EAST BOUND
 BJ5195'OVERPASS.  THE MARK IS RECESSED 2.5 CM (1 IN) BELOW THE GROUND SURFACE
 BJ5195'AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ5195
 BJ5195                          STATION RECOVERY (1999)
 BJ5195
 BJ5195'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5195'RECOVERED IN GOOD CONDITION.
 BJ5195
 BJ5195                          STATION RECOVERY (2001)
 BJ5195
 BJ5195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5195'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5200 ***********************************************************************
 BJ5200  DESIGNATION -  28 B OO5
 BJ5200  PID         -  BJ5200
 BJ5200  STATE/COUNTY-  LA/LAFAYETTE
 BJ5200  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5200
 BJ5200                         *CURRENT SURVEY CONTROL
 BJ5200  ___________________________________________________________________
 BJ5200* NAD 83(1992)-  30 16 34.31737(N)    091 58 02.13333(W)     ADJUSTED  
 BJ5200* NAVD 88     -         4.6  **(meters)      15.   **(feet)  VERTCON   
 BJ5200  **This station is located in a subsidence area (see below).
 BJ5200  ___________________________________________________________________
 BJ5200  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ5200  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ5200
 BJ5200  HORZ ORDER  -  SECOND
 BJ5200
 BJ5200.The horizontal coordinates were established by classical geodetic methods
 BJ5200.and adjusted by the National Geodetic Survey in January 1993..
 BJ5200
 BJ5200 ** The orthometric height has not been validated since last determined
 BJ5200 ** by differential leveling and should not be used for control purposes.
 BJ5200 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5200 ** area with valid NAVD 88 orthometric heights.
 BJ5200 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5200 ** epoch indicated which incorporates improved geoid heights for the
 BJ5200 ** Southern Louisiana Subsidence area.
 BJ5200 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5200
 BJ5200.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5200
 BJ5200.The geoid height was determined by GEOID03.
 BJ5200
 BJ5200;                    North         East     Units Scale Factor Converg.
 BJ5200;SPC LA S     -   197,050.971   939,009.071   MT  0.99993725   -0 19 01.1
 BJ5200;SPC LA S     -   646,491.39  3,080,732.26   sFT  0.99993725   -0 19 01.1
 BJ5200;UTM  15      - 3,349,842.480   599,331.138   MT  0.99972172   +0 31 14.6
 BJ5200
 BJ5200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5200!SPC LA S     -   1.00000358  x   0.99993725  =   0.99994083
 BJ5200!UTM  15      -   1.00000358  x   0.99972172  =   0.99972530
 BJ5200
 BJ5200:                Primary Azimuth Mark                     Grid Az
 BJ5200:SPC LA S     -  28 B 006                                 073 35 59.9
 BJ5200:UTM  15      -  28 B 006                                 072 45 44.2
 BJ5200
 BJ5200|---------------------------------------------------------------------|
 BJ5200| PID    Reference Object                     Distance      Geod. Az  |
 BJ5200|                                                           dddmmss.s |
 BJ5200| BJ5199 28 B 006                            APPROX. 1.8 KM 0731658.8 |
 BJ5200|---------------------------------------------------------------------|
 BJ5200
 BJ5200                          SUPERSEDED SURVEY CONTROL
 BJ5200
 BJ5200  NAD 83(1986)-  30 16 34.33736(N)    091 58 02.12760(W) AD(       ) 2
 BJ5200  NAD 27      -  30 16 33.61921(N)    091 58 01.70028(W) AD(       ) 2
 BJ5200  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 BJ5200
 BJ5200.Superseded values are not recommended for survey control.
 BJ5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5200.See file dsdata.txt to determine how the superseded data were derived.
 BJ5200
 BJ5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9933149842(NAD 83)
 BJ5200_MARKER: DD = SURVEY DISK
 BJ5200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5200_SP_SET: CONCRETE POST
 BJ5200_MARK LOGO: LADH  
 BJ5200_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5200+STABILITY: SURFACE MOTION
 BJ5200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5200+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5200
 BJ5200  HISTORY     - Date     Condition        Report By
 BJ5200  HISTORY     - 1973     MONUMENTED       LADH
 BJ5200  HISTORY     - 1973     GOOD             LADH
 BJ5200  HISTORY     - 19890719 GOOD             LADTD
 BJ5200  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BJ5200
 BJ5200                          STATION DESCRIPTION
 BJ5200
 BJ5200'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5200'THE STATION IS LOCATED 5 MILES NORTHEAST OF DOWNTOWN LAFAYETTE, 4
 BJ5200'MILES NORTHWEST OF BREAUX BRIDGE, IN THE SOUTHWEST QUARTER OF
 BJ5200'SECTION 43, T9S, R5E, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BJ5200'DEPARTMENT OF HIGHWAYS.
 BJ5200'
 BJ5200'TO REACH THE STATION FROM THE STATE HIGHWAY 328 AND INTERSTATE 10
 BJ5200'INTERCHANGE NORTH OF BREAUX BRIDGE, DRIVE WEST ALONG INTERSTATE
 BJ5200'10 FOR 3.5 MILES TO THE STATION, WHICH IS SET TO THE NORTH OF THE
 BJ5200'HIGHWAY NEAR A PIPELINE CROSSING.
 BJ5200'
 BJ5200'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5200'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5200'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5200'STAMPED 28B005 1973.  IT IS 250 FEET EAST OF A POWER POLE, 103
 BJ5200'FEET NORTH OF THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 10,
 BJ5200'65 FEET WEST OF THE CENTER OF A PIPELINE CROSSING, 3.5 FEET WEST
 BJ5200'OF A METAL WITNESS POST AND SIGN, AND 3 FEET SOUTH OF A FENCE.
 BJ5200'
 BJ5200'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5200
 BJ5200                          STATION RECOVERY (1973)
 BJ5200
 BJ5200'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5200'RECOVERED IN GOOD CONDITION.
 BJ5200
 BJ5200                          STATION RECOVERY (1989)
 BJ5200
 BJ5200'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5200'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHWEST OF BREAUX
 BJ5200'BRIDGE, 8.0 KM (4.95 MI) NORTHEAST FROM DOWNTOWN LAFAYETTE, IN THE
 BJ5200'SOUTHWEST QUARTER OF SECTION 43, T 9 S, R 5 E.  OWNERSHIP--LOUISIANA
 BJ5200'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5200'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAYS 10
 BJ5200'AND 49 AND U.S. HIGHWAY 167 IN NORTH LAFAYETTE, GO EAST FOR 5.3 KM
 BJ5200'(3.30 MI) ON INTERSTATE 10 TO THE MARK ON THE LEFT, SET NEAR A
 BJ5200'PIPELINE CROSSING.
 BJ5200'THE STATION IS 76.2 M (250.0 FT) EAST FROM A POWER POLE, 31.4 M
 BJ5200'(103.0 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANES OF THE
 BJ5200'INTERSTATE, 19.8 M (65.0 FT) WEST FROM THE CENTER OF THE PIPELINE, 16
 BJ5200'M (52.5 FT) NORTH FROM THE NORTH METAL POST OF A REST AREA SIGN, 1.1 M
 BJ5200'(3.6 FT) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED AND 0.9 M
 BJ5200'(3.0 FT) SOUTH FROM A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 BJ5200'ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ5200
 BJ5200                          STATION RECOVERY (1995)
 BJ5200
 BJ5200'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2429 ***********************************************************************
 BJ2429  DESIGNATION -  28 BOLT
 BJ2429  PID         -  BJ2429
 BJ2429  STATE/COUNTY-  LA/ST MARTIN
 BJ2429  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2429
 BJ2429                         *CURRENT SURVEY CONTROL
 BJ2429  ___________________________________________________________________
 BJ2429* NAD 83(1986)-  30 14 42.     (N)    091 34 29.     (W)     SCALED    
 BJ2429* NAVD 88     -         3.27   (+/-2cm)      10.7    (feet)  VERTCON   
 BJ2429  ___________________________________________________________________
 BJ2429  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ2429
 BJ2429  VERT ORDER  -  ? (See Below)
 BJ2429
 BJ2429.The horizontal coordinates were scaled from a topographic map and have
 BJ2429.an estimated accuracy of +/- 6 seconds.
 BJ2429
 BJ2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2429.The vertical order pertains to the NGVD 29 superseded value.
 BJ2429
 BJ2429.The geoid height was determined by GEOID03.
 BJ2429
 BJ2429;                    North         East    Units  Estimated Accuracy
 BJ2429;SPC LA S     -   193,450.      976,770.      MT  (+/- 180 meters Scaled)
 BJ2429
 BJ2429                          SUPERSEDED SURVEY CONTROL
 BJ2429
 BJ2429  NGVD 29 (??/??/??)    3.290  (m)           10.79   (f) ADJUSTED    ?  
 BJ2429
 BJ2429.Superseded values are not recommended for survey control.
 BJ2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2429.See file dsdata.txt to determine how the superseded data were derived.
 BJ2429
 BJ2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP371467(NAD 83)
 BJ2429_MARKER: B = BOLT
 BJ2429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2429_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2429
 BJ2429  HISTORY     - Date     Condition        Report By
 BJ2429  HISTORY     - UNK      MONUMENTED       DOD
 BJ2429  HISTORY     - 1933     GOOD             DOD
 BJ2429  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ2429
 BJ2429                          STATION DESCRIPTION
 BJ2429
 BJ2429'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2429'9.9 MI SE FROM BUTTE LA ROSE.
 BJ2429'9.9 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2429'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT THE CONFLUENCE
 BJ2429'OF THE RIVER AND BIG TENSAS BAYOU, IN IRREGULAR SEC. 20, T. 9 S., R. 9
 BJ2429'E., 170 FEET SOUTH OF THE RIVER BANK, 89 FEET BACK OF THE ARTHUR ORTIS
 BJ2429'RESIDENCE, IN THE YARD, 30 FEET WEST OF THE WEST BANK OF BIG TENSAS
 BJ2429'BAYOU, 33.7 FEET EAST OF A TRIANGULAR-BLAZED 7-INCH SYCAMORE TREE,
 BJ2429'28.8 FEET NORTHWEST OF A TRIANGULAR-BLAZED 12-INCH COTTONWOOD TREE,
 BJ2429'12.8 FEET SOUTHEAST OF A BLAZED 14-INCH CYPRESS TREE, AND 1 FOOT
 BJ2429'DOWNSTREAM OF A 2-1/2-INCH BOILER-FLUE ABOUT 6 FEET HIGHER THAN THE
 BJ2429'GROUND.  A COPPER BOLT, SET IN THE TOP OF AN UNDERGROUUND TILE, ACCESS
 BJ2429'TO WHICH IS HAD THROUGH AN IRON PIPE ABOUT 1-1/2 FEET UNDER GROUND AND
 BJ2429'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2429
 BJ2429                          STATION RECOVERY (1973)
 BJ2429
 BJ2429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BJ2429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2428 ***********************************************************************
 BJ2428  DESIGNATION -  28 CAP
 BJ2428  PID         -  BJ2428
 BJ2428  STATE/COUNTY-  LA/ST MARTIN
 BJ2428  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2428
 BJ2428                         *CURRENT SURVEY CONTROL
 BJ2428  ___________________________________________________________________
 BJ2428* NAD 83(1986)-  30 14 43.     (N)    091 34 30.     (W)     SCALED    
 BJ2428* NAVD 88     -         4.49   (+/-2cm)      14.7    (feet)  VERTCON   
 BJ2428  ___________________________________________________________________
 BJ2428  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ2428
 BJ2428  VERT ORDER  -  ? (See Below)
 BJ2428
 BJ2428.The horizontal coordinates were scaled from a topographic map and have
 BJ2428.an estimated accuracy of +/- 6 seconds.
 BJ2428
 BJ2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2428.The vertical order pertains to the NGVD 29 superseded value.
 BJ2428
 BJ2428.The geoid height was determined by GEOID03.
 BJ2428
 BJ2428;                    North         East    Units  Estimated Accuracy
 BJ2428;SPC LA S     -   193,480.      976,740.      MT  (+/- 180 meters Scaled)
 BJ2428
 BJ2428                          SUPERSEDED SURVEY CONTROL
 BJ2428
 BJ2428  NGVD 29 (??/??/??)    4.504  (m)           14.78   (f) ADJUSTED    ?  
 BJ2428
 BJ2428.Superseded values are not recommended for survey control.
 BJ2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2428.See file dsdata.txt to determine how the superseded data were derived.
 BJ2428
 BJ2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP371468(NAD 83)
 BJ2428_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2428
 BJ2428  HISTORY     - Date     Condition        Report By
 BJ2428  HISTORY     - UNK      MONUMENTED       DOD
 BJ2428  HISTORY     - 1933     GOOD             DOD
 BJ2428  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ2428
 BJ2428                          STATION DESCRIPTION
 BJ2428
 BJ2428'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2428'9.9 MI SE FROM BUTTE LA ROSE.
 BJ2428'9.9 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2428'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT THE CONFLUENCE
 BJ2428'OF THE RIVER AND BIG TENSAS BAYOU, IN IRREGUALR SEC. 20, T. 9 S., R. 9
 BJ2428'E., 170 FEET SOUTH OF THE RIVER BANK, 89 FEET BACK OF THE ARTHUR ORTIS
 BJ2428'RESIDENCE, IN THE YARD, 30 FEET WEST OF THE WEST BANK OF BIG TENSAS
 BJ2428'BAYOU, 33.7 FEET EAST OF A TRIANGULAR-BLAZED 7-INCH SYCAMORE TREE,
 BJ2428'28.8 FEET NORTHWEST OF A TRIANGULAR-BLAZED 12-INCH COTTONWOOD TREE,
 BJ2428'12.8 FEET SOUTHEAST OF A BLAZED 14-INCH CYPRESS TREE, AND 1 FOOT
 BJ2428'DOWNSTREAM OF A 2-1/2-INCH BOILER-FLUE ABOUT 6 FEET HIGHER THAN THE
 BJ2428'GROUND.  AN IRON PIPE ABOUT 1-1/2 FEET UNDER GROUND AND BEARING A
 BJ2428'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2428
 BJ2428                          STATION RECOVERY (1973)
 BJ2428
 BJ2428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BJ2428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1565 ***********************************************************************
 CP1565  DESIGNATION -  28 DIETZE BOLT
 CP1565  PID         -  CP1565
 CP1565  STATE/COUNTY-  LA/TENSAS
 CP1565  USGS QUAD   -  NEWELLTON (1994)
 CP1565
 CP1565                         *CURRENT SURVEY CONTROL
 CP1565  ___________________________________________________________________
 CP1565* NAD 83(1986)-  32 03 42.     (N)    091 10 58.     (W)     SCALED    
 CP1565* NAVD 88     -        22.85   (+/-2cm)      75.0    (feet)  VERTCON   
 CP1565  ___________________________________________________________________
 CP1565  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1565
 CP1565  VERT ORDER  -  ? (See Below)
 CP1565
 CP1565.The horizontal coordinates were scaled from a topographic map and have
 CP1565.an estimated accuracy of +/- 6 seconds.
 CP1565
 CP1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1565.The vertical order pertains to the NGVD 29 superseded value.
 CP1565
 CP1565.The geoid height was determined by GEOID03.
 CP1565
 CP1565;                    North         East    Units  Estimated Accuracy
 CP1565;SPC LA N     -   173,910.    1,124,370.      MT  (+/- 180 meters Scaled)
 CP1565
 CP1565                          SUPERSEDED SURVEY CONTROL
 CP1565
 CP1565  NGVD 29 (??/??/92)   22.873  (m)           75.04   (f) ADJ UNCH    ?  
 CP1565
 CP1565.Superseded values are not recommended for survey control.
 CP1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1565.See file dsdata.txt to determine how the superseded data were derived.
 CP1565
 CP1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR715487(NAD 83)
 CP1565_MARKER: B = BOLT
 CP1565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1565_SP_SET: CONCRETE BLOCK
 CP1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1565
 CP1565  HISTORY     - Date     Condition        Report By
 CP1565  HISTORY     - UNK      MONUMENTED       DOD
 CP1565  HISTORY     - 1934     GOOD             DOD
 CP1565
 CP1565                          STATION DESCRIPTION
 CP1565
 CP1565'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1565'3.25 MI NE FROM NEWELLTON.
 CP1565'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1565'P.B.M. IS CONCRETE BLOCK AND IRON PIPE, ON RIGHT BANK OF MISSISSIPPI
 CP1565'RIVER, IN TENSAS PARISH, LA., ON M. JACOBYS PLANTATION, IN WOODS 134
 CP1565'METERS FROM NEW WHITE OAK LEVEE. 10 METERS SOUTHWEST OF BANK OF DEEP
 CP1565'WOODED SLOUGH. P.B.M. IS ABOUT 1-1/2 MILES DOWNSTREAM FROM JUNCTION OF
 CP1565'OLD AND NEW WHITE OAK LEVEE, AND ABOUT 460 METERS DOWNSTREAM FROM
 CP1565'SECOND ANGLE DOWNSTREAM FROM THE UPSTREAM JUNCTION. TOP OF CAP IS
 CP1565'ABOUT 20 INCHES ABOVE GROUND. NOTE-- REFERENCES-- 44 IN. SWEET GUM,
 CP1565'8.38 METERS RIVERSIDE. 48 IN. SWEET GUM, 14.9 METERS UPSTREAM AND
 CP1565'LANDSIDE.  6 IN. BOX ELM 1.8 METERS LANDWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1564 ***********************************************************************
 CP1564  DESIGNATION -  28 DIETZE CAP
 CP1564  PID         -  CP1564
 CP1564  STATE/COUNTY-  LA/TENSAS
 CP1564  USGS QUAD   -  NEWELLTON (1994)
 CP1564
 CP1564                         *CURRENT SURVEY CONTROL
 CP1564  ___________________________________________________________________
 CP1564* NAD 83(1986)-  32 03 42.     (N)    091 10 58.     (W)     SCALED    
 CP1564* NAVD 88     -        24.08   (+/-2cm)      79.0    (feet)  VERTCON   
 CP1564  ___________________________________________________________________
 CP1564  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1564
 CP1564  VERT ORDER  -  ? (See Below)
 CP1564
 CP1564.The horizontal coordinates were scaled from a topographic map and have
 CP1564.an estimated accuracy of +/- 6 seconds.
 CP1564
 CP1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1564.The vertical order pertains to the NGVD 29 superseded value.
 CP1564
 CP1564.The geoid height was determined by GEOID03.
 CP1564
 CP1564;                    North         East    Units  Estimated Accuracy
 CP1564;SPC LA N     -   173,910.    1,124,370.      MT  (+/- 180 meters Scaled)
 CP1564
 CP1564                          SUPERSEDED SURVEY CONTROL
 CP1564
 CP1564  NGVD 29 (??/??/92)   24.101  (m)           79.07   (f) ADJ UNCH    ?  
 CP1564
 CP1564.Superseded values are not recommended for survey control.
 CP1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1564.See file dsdata.txt to determine how the superseded data were derived.
 CP1564
 CP1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR715487(NAD 83)
 CP1564_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1564_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1564_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1564
 CP1564  HISTORY     - Date     Condition        Report By
 CP1564  HISTORY     - UNK      MONUMENTED       DOD
 CP1564  HISTORY     - 1934     GOOD             DOD
 CP1564
 CP1564                          STATION DESCRIPTION
 CP1564
 CP1564'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1564'3.25 MI N FROM NEWELLTON.
 CP1564'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1564'P.B.M. IS CONCRETE BLOCK AND IRON PIPE, ON RIGHT BANK OF MISSISSIPPI
 CP1564'RIVER, IN TENSAS PARISH, LA., ON M. JACOBYS PLANTATION, IN WOODS 134
 CP1564'METERS FROM NEW WHITE OAK LEVEE. 10 METERS SOUTHWEST OF BANK OF DEEP
 CP1564'WOODED SLOUGH. P.B.M. IS ABOUT 1-1/2 MILES DOWNSTREAM FROM JUNCTION OF
 CP1564'OLD AND NEW WHITE OAK LEVEE, AND ABOUT 460 METERS DOWNSTREAM FROM
 CP1564'SECOND ANGLE DOWNSTREAM FROM THE UPSTREAM JUNCTION. TOP OF CAP IS
 CP1564'ABOUT 20 INCHES ABOVE GROUND. NOTE-- REFERENCES-- 44 IN. SWEET GUM,
 CP1564'8.38 METERS RIVERSIDE. 48 IN. SWEET GUM, 14.9 METERS UPSTREAM AND
 CP1564'LANDSIDE.  6 IN. BOX ELM 1.8 METERS LANDWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0397 ***********************************************************************
 BK0397  DESIGNATION -  28 V 23
 BK0397  PID         -  BK0397
 BK0397  STATE/COUNTY-  LA/LAFAYETTE
 BK0397  USGS QUAD   -  LAFAYETTE (1994)
 BK0397
 BK0397                         *CURRENT SURVEY CONTROL
 BK0397  ___________________________________________________________________
 BK0397* NAD 83(1992)-  30 10 53.38301(N)    092 04 38.77660(W)     ADJUSTED  
 BK0397* NAVD 88     -         8.52   (+/-2cm)      28.0  **(feet)  VERTCON   
 BK0397  **This station is located in a subsidence area (see below).
 BK0397  ___________________________________________________________________
 BK0397  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK0397  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0397
 BK0397  HORZ ORDER  -  THIRD
 BK0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0397
 BK0397.The horizontal coordinates were established by classical geodetic methods
 BK0397.and adjusted by the National Geodetic Survey in January 1993..
 BK0397.No horizontal observational check was made to the station.
 BK0397
 BK0397 ** The orthometric height has not been validated since last determined
 BK0397 ** by differential leveling and should not be used for control purposes.
 BK0397 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0397 ** area with valid NAVD 88 orthometric heights.
 BK0397 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0397 ** epoch indicated which incorporates improved geoid heights for the
 BK0397 ** Southern Louisiana Subsidence area.
 BK0397 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0397.The vertical order pertains to the NGVD 29 superseded value.
 BK0397
 BK0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0397
 BK0397.The geoid height was determined by GEOID03.
 BK0397
 BK0397;                    North         East     Units Scale Factor Converg.
 BK0397;SPC LA S     -   186,617.093   928,340.589   MT  0.99993069   -0 22 19.4
 BK0397;SPC LA S     -   612,259.58  3,045,730.75   sFT  0.99993069   -0 22 19.4
 BK0397;UTM  15      - 3,339,256.291   588,818.529   MT  0.99969732   +0 27 49.8
 BK0397
 BK0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0397!SPC LA S     -   1.00000295  x   0.99993069  =   0.99993364
 BK0397!UTM  15      -   1.00000295  x   0.99969732  =   0.99970027
 BK0397
 BK0397                          SUPERSEDED SURVEY CONTROL
 BK0397
 BK0397  NAD 83(1992)-  30 10 53.40268(N)    092 04 38.77074(W) AD(       ) 3
 BK0397  NGVD 29 (??/??/??)    8.517  (m)           27.94   (f) ADJUSTED    2 0
 BK0397
 BK0397.Superseded values are not recommended for survey control.
 BK0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0397.See file dsdata.txt to determine how the superseded data were derived.
 BK0397
 BK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8881939256(NAD 83)
 BK0397_MARKER: DE = TRAVERSE STATION DISK
 BK0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0397_STAMPING: 28V23
 BK0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0397+STABILITY: SURFACE MOTION
 BK0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0397+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BK0397
 BK0397  HISTORY     - Date     Condition        Report By
 BK0397  HISTORY     - UNK      MONUMENTED       LADTD
 BK0397  HISTORY     - 1968     GOOD             LADTD
 BK0397  HISTORY     - 1983     GOOD             LADTD
 BK0397  HISTORY     - 20030619 GOOD             USPSQD
 BK0397  HISTORY     - 20040918 GOOD             USPSQD
 BK0397  HISTORY     - 20060803 GOOD             USPSQD
 BK0397
 BK0397                          STATION DESCRIPTION
 BK0397
 BK0397'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0397'5.40 MI SW FROM LAFAYETTE.
 BK0397'ABOUT 5.00 MILES SOUTH ALONG U.S. HIGHWAY 167 (JOHNSTON STREET) FROM
 BK0397'THE SOUTHERN PACIFIC RAILROAD STATION IN LAFAYETTE TO THE INTERSECTION
 BK0397'OF U. S. HIGHWAY 167 (JOHNSTON STREET) AND LOUISIANA HIGHWAY 342.
 BK0397'THENCE ABOUT 0.40 MILES WEST ALONG LOUISIANA HIGHWAY 342. IN SECTION
 BK0397'8, T10S, R4E.  48.3 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BK0397'342, 24.7 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOLY
 BK0397'CROSS CATHOLIC CHURCH, 113.6 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 BK0397'CORNER OF AN ASBESTOS SIDING RESIDENCE BELONGING TO LENIS BROUSSARD,
 BK0397'JR., 191.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK
 BK0397'VENEER RESIDENCE BELONGING TO LENIS BROUSSARD, SR., 0.8 FOOT EAST OF A
 BK0397'FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BK0397'GROUND.  A STEEL WITNESS POST IS SET 1.4 FEET NORTH OF THE MARK.
 BK0397
 BK0397                          STATION RECOVERY (1983)
 BK0397
 BK0397'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BK0397'RECOVERED IN GOOD CONDITION.
 BK0397
 BK0397                          STATION RECOVERY (2003)
 BK0397
 BK0397'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK0397'RECOVERED IN GOOD CONDITION.
 BK0397
 BK0397                          STATION RECOVERY (2004)
 BK0397
 BK0397'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK0397' 
 BK0397' 
 BK0397
 BK0397                          STATION RECOVERY (2006)
 BK0397
 BK0397'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0422 ***********************************************************************
 BK0422  DESIGNATION -  28 V 24
 BK0422  PID         -  BK0422
 BK0422  STATE/COUNTY-  LA/VERMILION
 BK0422  USGS QUAD   -  MILTON (1994)
 BK0422
 BK0422                         *CURRENT SURVEY CONTROL
 BK0422  ___________________________________________________________________
 BK0422* NAD 83(1992)-  30 03 57.07837(N)    092 01 26.58681(W)     ADJUSTED  
 BK0422* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BK0422  **This station is located in a subsidence area (see below).
 BK0422  ___________________________________________________________________
 BK0422  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK0422  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK0422  DYNAMIC HT  -           5.4   (meters)      18.    (feet)  COMP
 BK0422  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 BK0422
 BK0422  HORZ ORDER  -  SECOND
 BK0422  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0422
 BK0422.The horizontal coordinates were established by classical geodetic methods
 BK0422.and adjusted by the National Geodetic Survey in January 1993..
 BK0422
 BK0422 ** The orthometric height has not been validated since last determined
 BK0422 ** by differential leveling and should not be used for control purposes.
 BK0422 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0422 ** area with valid NAVD 88 orthometric heights.
 BK0422 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0422 ** epoch indicated which incorporates improved geoid heights for the
 BK0422 ** Southern Louisiana Subsidence area.
 BK0422 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0422.The orthometric height was scaled from a topographic map.
 BK0422.The vertical order pertains to the NGVD 29 superseded value.
 BK0422
 BK0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0422
 BK0422.The geoid height was determined by GEOID03.
 BK0422
 BK0422.The dynamic height is computed by dividing the NAVD 88
 BK0422.geopotential number by the normal gravity value computed on the
 BK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0422.degrees latitude (g = 980.6199 gals.).
 BK0422
 BK0422.The modeled gravity was interpolated from observed gravity values.
 BK0422
 BK0422;                    North         East     Units Scale Factor Converg.
 BK0422;SPC LA S     -   173,766.821   933,404.489   MT  0.99992639   -0 20 43.3
 BK0422;SPC LA S     -   570,099.98  3,062,344.56   sFT  0.99992639   -0 20 43.3
 BK0422;UTM  15      - 3,326,484.067   594,068.008   MT  0.99970917   +0 29 20.3
 BK0422
 BK0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0422!SPC LA S     -   1.00000340  x   0.99992639  =   0.99992979
 BK0422!UTM  15      -   1.00000340  x   0.99970917  =   0.99971257
 BK0422
 BK0422|---------------------------------------------------------------------|
 BK0422| PID    Reference Object                     Distance      Geod. Az  |
 BK0422|                                                           dddmmss.s |
 BK0422| CV9549 28 V 24 RM 1                         11.664 METERS 04551     |
 BK0422| BK2758 28 V 24 LDH 1969 A                   25.014 METERS 12010     |
 BK0422| BJ5163 LOZES TV STA KLNI MAST              APPROX. 3.2 KM 1260155.6 |
 BK0422| CV9548 28 V 24 AZ MK                                      1775749.7 |
 BK0422| CV9550 28 V 24 RM 2                         12.016 METERS 22247     |
 BK0422|---------------------------------------------------------------------|
 BK0422
 BK0422                          SUPERSEDED SURVEY CONTROL
 BK0422
 BK0422  NAD 83(1986)-  30 03 57.09831(N)    092 01 26.58080(W) AD(       ) 2
 BK0422  NAD 27      -  30 03 56.36227(N)    092 01 26.14122(W) AD(       ) 2
 BK0422  NGVD 29 (??/??/??)    5.446  (m)           17.87   (f) ADJUSTED    1 2
 BK0422
 BK0422.Superseded values are not recommended for survey control.
 BK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0422.See file dsdata.txt to determine how the superseded data were derived.
 BK0422
 BK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9406826484(NAD 83)
 BK0422_MARKER: DE = TRAVERSE STATION DISK
 BK0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0422_SP_SET: CONCRETE POST
 BK0422_STAMPING: 28 V 24
 BK0422_MARK LOGO: LADH  
 BK0422_PROJECTION: PROJECTING 5 CENTIMETERS
 BK0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0422+STABILITY: SURFACE MOTION
 BK0422
 BK0422  HISTORY     - Date     Condition        Report By
 BK0422  HISTORY     - 1968     MONUMENTED       LADH
 BK0422  HISTORY     - 1968     GOOD             LADTD
 BK0422  HISTORY     - 1982     GOOD             NGS
 BK0422  HISTORY     - 1986     GOOD             NGS
 BK0422
 BK0422                          STATION DESCRIPTION
 BK0422
 BK0422'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BK0422'THE STATION IS LOCATED 3.20 MILES SOUTHWEST OF YOUNGSVILLE AND 6.40
 BK0422'MILES SOUTHEAST OF MAURICE ON PROPERTY OWNED BY THE LOUISIANA
 BK0422'DEPARTMENT OF HIGHWAYS.  IT IS 106.50 FEET NORTHWEST OF THE
 BK0422'JUNCTION OF STATE HIGHWAY 339 AND STATE HIGHWAY 734, 86.25 FEET
 BK0422'NORTH OF THE CENTERLINE OF STATE HIGHWAY 339, 65.00 FEET SOUTHWEST
 BK0422'OF A FENCE CORNER, 64.45 FEET NORTHEAST OF A FENCE CORNER,
 BK0422'63.00 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 1.50 FEET
 BK0422'SOUTHEAST OF A FENCE AND 1.00 FEET EAST-SOUTHEAST OF A METAL
 BK0422'WITNESS POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF
 BK0422'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED 28V24 1968
 BK0422'PROJECTING 4 INCHES.
 BK0422'
 BK0422'REFERENCE MARK NO. 1 IS 38.27 FEET NORTHEAST OF THE STATION.  IT IS
 BK0422'113.50 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 339, 103.40
 BK0422'FEET NORTHEAST OF A FENCE CORNER AND A CONCRETE RIGHT OF WAY MARKER,
 BK0422'39.50 FEET NORTHEAST OF THE WITNESS POST AT THE STATION, 34.40
 BK0422'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 26.40 FEET SOUTHWEST OF
 BK0422'A FENCE CORNER AND A RIGHT OF WAY MARKER, AND 2.90 FEET SOUTHEAST
 BK0422'OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK0422'COAST AND GEODETIC SURVEY DISK, STAMPED 28V24 R. M. 1 1969
 BK0422'PROJECTING 2 INCHES.
 BK0422'
 BK0422'REFERENCE MARK NO. 2 IS 39.42 FEET SOUTHWEST OF THE STATION.  IT IS
 BK0422'104.40 FEET SOUTHWEST OF A FENCE CORNER AND A CONCRETE RIGHT OF WAY
 BK0422'MARKER, 88.00 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 58.00 FEET
 BK0422'NORTH OF THE CENTERLINE OF STATE HIGHWAY 339, 38.00 FEET SOUTHWEST
 BK0422'OF THE WITNESS POST AT STATION, 26.40 FEET NORTHEAST OF A FENCE
 BK0422'CORNER AND A CONCRETE RIGHT OF WAY MARKER, AND 2.70 FEET
 BK0422'SOUTHEAST OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK0422'AND COAST AND GEODETIC SURVEY DISK STAMPED 28V24 R. M. 2 1969,
 BK0422'PROJECTING 2 INCHES.
 BK0422'
 BK0422'THE AZIMUTH MARK IS 0.40 MILE SOUTHEAST OF THE STATION.  IT IS 27.00
 BK0422'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 339, 11.00 FEET SOUTH
 BK0422'OF THE CENTER OF A DRIVE,
 BK0422'6.40 FEET SOUTHEAST OF THE SOUTH END OF A SIDE DRAIN, 2.40 FEET
 BK0422'SOUTHWEST OF A FENCE CORNER, 2.20 FEET WEST OF A FENCE, AND 1.50
 BK0422'FEET WEST OF A WITNESS POST AND SIGN.  IT IS A LOUISIANA
 BK0422'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED
 BK0422'28V24 AZ. MK. 1969 PROJECTING 3 INCHES.
 BK0422'
 BK0422'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST ALONG
 BK0422'STATE HIGHWAY 339 FOR 0.40 MILE TO THE STATION SET EAST OF THE
 BK0422'HIGHWAY NEAR A FENCE CORNER.
 BK0422'
 BK0422'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 92 AND STATE
 BK0422'HIGHWAY 89 IN YOUNGSVILLE, DRIVE SOUTHWEST ALONG STATE HIGHWAY 92
 BK0422'FOR 1.00 MILE TO JUNCTION WITH STATE HIGHWAY 734, DRIVE SOUTH ALONG
 BK0422'STATE HIGHWAY 734 FOR 2.00 MILES TO A RIGHT ANGLE TURN TO THE
 BK0422'WEST, CONTINUE WEST ALONG STATE HIGHWAY 734 FOR 1.00 MILE TO
 BK0422'JUNCTION WITH STATE HIGHWAY 339, THE STATION IS SET IN THE
 BK0422'NORTHWEST QUADRANT OF THE JUNCTION.
 BK0422
 BK0422                          STATION RECOVERY (1968)
 BK0422
 BK0422'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK0422'8.45 MI NE FROM ERATH.
 BK0422'ABOUT 0.65 MILES EAST ALONG LOUISIANA HIGHWAY 14 FROM THE SOUTHERN
 BK0422'PACIFIC RAILROAD STATION IN ERATH TO THE INTERSECTION OF LOUISIANA
 BK0422'HIGHWAYS 14 AND 339.  THENCE 7.80 MILES NORTH ALONG LOUISIANA HIGHWAY
 BK0422'339.  IN SECTION 23, T11S, R4E.  85.7 FEET NORTH OF THE CENTERLINE OF
 BK0422'LOUISIANA HIGHWAY 339, 64.7 FEET WEST OF THE CENTERLINE OF A GRAVEL
 BK0422'ROAD LEADING NORTH, 107.0 FEET NORTHWEST OF THE INTERSECTION OF
 BK0422'CENTERLINES OF LOUISIANA HIGHWAYS 339 AND 734, 1.7 FEET SOUTHEAST OF A
 BK0422'COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 BK0422'PROJECTING 6 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.1
 BK0422'FEET NORTHWEST OF THE MARK.
 BK0422
 BK0422                          STATION RECOVERY (1982)
 BK0422
 BK0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0422'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.2 KILOMETERS
 BK0422'(0.75 MILE) EAST ALONG STATE HIGHWAY 14 FROM THE MUNICIPAL COMPLEX IN
 BK0422'ERATH, THENCE 12.6 KILOMETERS (7.80 MILES) NORTH ALONG STATE HIGHWAY
 BK0422'339 TO THE MARK ON THE RIGHT, 26.12 METERS (85.7 FEET) NORTH OF THE
 BK0422'CENTER LINE OF STATE HIGHWAY 339, 32.61 METERS (107.0 FEET) NORTHWEST
 BK0422'OF THE INTERSECTION OF CENTERLINES OF STATE HIGHWAY 339 AND 734, 20.54
 BK0422'METERS (67.4 FEET) WEST OF THE CENTER LINE OF A PAVED ROAD LEADING
 BK0422'NORTH.
 BK0422'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 BK0422'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
 BK0422
 BK0422                          STATION RECOVERY (1986)
 BK0422
 BK0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1440 ***********************************************************************
 CP1440  DESIGNATION -  2800 A BOLT
 CP1440  PID         -  CP1440
 CP1440  STATE/COUNTY-  LA/MADISON
 CP1440  USGS QUAD   -  ASHLY (1972)
 CP1440
 CP1440                         *CURRENT SURVEY CONTROL
 CP1440  ___________________________________________________________________
 CP1440* NAD 83(1986)-  32 25 30.     (N)    091 02 21.     (W)     SCALED    
 CP1440* NAVD 88     -        25.82   (+/-2cm)      84.7    (feet)  VERTCON   
 CP1440  ___________________________________________________________________
 CP1440  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP1440
 CP1440  VERT ORDER  -  ? (See Below)
 CP1440
 CP1440.The horizontal coordinates were scaled from a topographic map and have
 CP1440.an estimated accuracy of +/- 6 seconds.
 CP1440
 CP1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1440.The vertical order pertains to the NGVD 29 superseded value.
 CP1440
 CP1440.The geoid height was determined by GEOID03.
 CP1440
 CP1440;                    North         East    Units  Estimated Accuracy
 CP1440;SPC LA N     -   214,360.    1,137,390.      MT  (+/- 180 meters Scaled)
 CP1440
 CP1440                          SUPERSEDED SURVEY CONTROL
 CP1440
 CP1440  NGVD 29 (??/??/92)   25.836  (m)           84.76   (f) ADJ UNCH    ?  
 CP1440
 CP1440.Superseded values are not recommended for survey control.
 CP1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1440.See file dsdata.txt to determine how the superseded data were derived.
 CP1440
 CP1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR843892(NAD 83)
 CP1440_MARKER: B = BOLT
 CP1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1440_SP_SET: STONE
 CP1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1440+STABILITY: SURFACE MOTION
 CP1440
 CP1440  HISTORY     - Date     Condition        Report By
 CP1440  HISTORY     - UNK      MONUMENTED       DOD
 CP1440  HISTORY     - 1934     GOOD             DOD
 CP1440  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1440
 CP1440                          STATION DESCRIPTION
 CP1440
 CP1440'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1440'2 MI N FROM DUCKPORT.
 CP1440'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1440'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 2 MILES NORTH OF
 CP1440'DUCKPORT, LA.  499 FEET SOUTH OF LEVEE STA. NO. 2800.  IN EDGE OF
 CP1440'WOODS.  3000 FEET SOUTH OF CABIN TEELE LANDING.
 CP1440
 CP1440                          STATION RECOVERY (1963)
 CP1440
 CP1440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1439 ***********************************************************************
 CP1439  DESIGNATION -  2800 A CAP
 CP1439  PID         -  CP1439
 CP1439  STATE/COUNTY-  LA/MADISON
 CP1439  USGS QUAD   -  ASHLY (1972)
 CP1439
 CP1439                         *CURRENT SURVEY CONTROL
 CP1439  ___________________________________________________________________
 CP1439* NAD 83(1986)-  32 25 30.     (N)    091 02 21.     (W)     SCALED    
 CP1439* NAVD 88     -        27.05   (+/-2cm)      88.7    (feet)  VERTCON   
 CP1439  ___________________________________________________________________
 CP1439  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP1439
 CP1439  VERT ORDER  -  ? (See Below)
 CP1439
 CP1439.The horizontal coordinates were scaled from a topographic map and have
 CP1439.an estimated accuracy of +/- 6 seconds.
 CP1439
 CP1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1439.The vertical order pertains to the NGVD 29 superseded value.
 CP1439
 CP1439.The geoid height was determined by GEOID03.
 CP1439
 CP1439;                    North         East    Units  Estimated Accuracy
 CP1439;SPC LA N     -   214,360.    1,137,390.      MT  (+/- 180 meters Scaled)
 CP1439
 CP1439                          SUPERSEDED SURVEY CONTROL
 CP1439
 CP1439  NGVD 29 (??/??/92)   27.065  (m)           88.80   (f) ADJ UNCH    ?  
 CP1439
 CP1439.Superseded values are not recommended for survey control.
 CP1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1439.See file dsdata.txt to determine how the superseded data were derived.
 CP1439
 CP1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR843892(NAD 83)
 CP1439_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1439_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1439
 CP1439  HISTORY     - Date     Condition        Report By
 CP1439  HISTORY     - UNK      MONUMENTED       DOD
 CP1439  HISTORY     - 1934     GOOD             DOD
 CP1439  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1439
 CP1439                          STATION DESCRIPTION
 CP1439
 CP1439'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1439'2 MI N FROM DUCKPORT.
 CP1439'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1439'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 2 MILES NORTH OF
 CP1439'DUCKPORT, LA.  499 FEET SOUTH OF LEVEE STA. NO. 2800.  IN EDGE OF
 CP1439'WOODS.  3000 FEET SOUTH OF CABIN TEELE LANDING.
 CP1439
 CP1439                          STATION RECOVERY (1963)
 CP1439
 CP1439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1442 ***********************************************************************
 CP1442  DESIGNATION -  2850 A BOLT
 CP1442  PID         -  CP1442
 CP1442  STATE/COUNTY-  LA/MADISON
 CP1442  USGS QUAD   -  ASHLY (1972)
 CP1442
 CP1442                         *CURRENT SURVEY CONTROL
 CP1442  ___________________________________________________________________
 CP1442* NAD 83(1986)-  32 25 07.     (N)    091 01 39.     (W)     SCALED    
 CP1442* NAVD 88     -        26.54   (+/-2cm)      87.1    (feet)  VERTCON   
 CP1442  ___________________________________________________________________
 CP1442  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1442
 CP1442  VERT ORDER  -  ? (See Below)
 CP1442
 CP1442.The horizontal coordinates were scaled from a topographic map and have
 CP1442.an estimated accuracy of +/- 6 seconds.
 CP1442
 CP1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1442.The vertical order pertains to the NGVD 29 superseded value.
 CP1442
 CP1442.The geoid height was determined by GEOID03.
 CP1442
 CP1442;                    North         East    Units  Estimated Accuracy
 CP1442;SPC LA N     -   213,670.    1,138,490.      MT  (+/- 180 meters Scaled)
 CP1442
 CP1442                          SUPERSEDED SURVEY CONTROL
 CP1442
 CP1442  NGVD 29 (??/??/92)   26.546  (m)           87.09   (f) ADJ UNCH    ?  
 CP1442
 CP1442.Superseded values are not recommended for survey control.
 CP1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1442.See file dsdata.txt to determine how the superseded data were derived.
 CP1442
 CP1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR854885(NAD 83)
 CP1442_MARKER: B = BOLT
 CP1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1442_SP_SET: STONE
 CP1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1442+STABILITY: SURFACE MOTION
 CP1442
 CP1442  HISTORY     - Date     Condition        Report By
 CP1442  HISTORY     - UNK      MONUMENTED       DOD
 CP1442  HISTORY     - 1934     GOOD             DOD
 CP1442
 CP1442                          STATION DESCRIPTION
 CP1442
 CP1442'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1442'1.5 MI N FROM DUCKPORT.
 CP1442'P.B.M. 2850 A IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON RIGHT
 CP1442'BANK OF MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1 1/2 MILES
 CP1442'NORTH OF DUCKPORT, LA.  679 FEET SOUTHWEST OF LEVEE STA. NO. 2850. 600
 CP1442'FEET EAST OF WOODS-LINE.  700 FEET SOUTHWEST OF DIRT ROAD IN OPEN
 CP1442'FIELD.  3000 FEET WEST OF P.B.M. GAGE 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1441 ***********************************************************************
 CP1441  DESIGNATION -  2850 A CAP
 CP1441  PID         -  CP1441
 CP1441  STATE/COUNTY-  LA/MADISON
 CP1441  USGS QUAD   -  ASHLY (1972)
 CP1441
 CP1441                         *CURRENT SURVEY CONTROL
 CP1441  ___________________________________________________________________
 CP1441* NAD 83(1986)-  32 25 07.     (N)    091 01 39.     (W)     SCALED    
 CP1441* NAVD 88     -        27.76   (+/-2cm)      91.1    (feet)  VERTCON   
 CP1441  ___________________________________________________________________
 CP1441  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1441
 CP1441  VERT ORDER  -  ? (See Below)
 CP1441
 CP1441.The horizontal coordinates were scaled from a topographic map and have
 CP1441.an estimated accuracy of +/- 6 seconds.
 CP1441
 CP1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1441.The vertical order pertains to the NGVD 29 superseded value.
 CP1441
 CP1441.The geoid height was determined by GEOID03.
 CP1441
 CP1441;                    North         East    Units  Estimated Accuracy
 CP1441;SPC LA N     -   213,670.    1,138,490.      MT  (+/- 180 meters Scaled)
 CP1441
 CP1441                          SUPERSEDED SURVEY CONTROL
 CP1441
 CP1441  NGVD 29 (??/??/92)   27.768  (m)           91.10   (f) ADJ UNCH    ?  
 CP1441
 CP1441.Superseded values are not recommended for survey control.
 CP1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1441.See file dsdata.txt to determine how the superseded data were derived.
 CP1441
 CP1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR854885(NAD 83)
 CP1441_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1441
 CP1441  HISTORY     - Date     Condition        Report By
 CP1441  HISTORY     - UNK      MONUMENTED       DOD
 CP1441  HISTORY     - 1934     GOOD             DOD
 CP1441
 CP1441                          STATION DESCRIPTION
 CP1441
 CP1441'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1441'1.5 MI N FROM DUCKPORT.
 CP1441'P.B.M. 2850 A IS A PIPE STONE BENCH WITH BRASS CAP LOCATED ON RIGHT
 CP1441'BANK OF MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1 1/2 MILES
 CP1441'NORTH OF DUCKPORT, LA.  679 FEET SOUTHWEST OF LEVEE STA. NO. 2850. 600
 CP1441'FEET EAST OF WOODS-LINE.  700 FEET SOUTHWEST OF DIRT ROAD IN OPEN
 CP1441'FIELD.  3000 FEET WEST OF P.B.M. GAGE 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4065 ***********************************************************************
 BJ4065  DESIGNATION -  29 87
 BJ4065  PID         -  BJ4065
 BJ4065  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4065  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4065
 BJ4065                         *CURRENT SURVEY CONTROL
 BJ4065  ___________________________________________________________________
 BJ4065* NAD 83(1986)-  30 30 06.     (N)    091 07 57.     (W)     SCALED    
 BJ4065* NAVD 88     -        17.376  (meters)      57.01   (feet)  ADJUSTED  
 BJ4065  ___________________________________________________________________
 BJ4065  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4065  DYNAMIC HT  -          17.353 (meters)      56.93  (feet)  COMP
 BJ4065  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ4065
 BJ4065  VERT ORDER  -  SECOND    CLASS II
 BJ4065
 BJ4065.The horizontal coordinates were scaled from a topographic map and have
 BJ4065.an estimated accuracy of +/- 6 seconds.
 BJ4065
 BJ4065.The orthometric height was determined by differential leveling
 BJ4065.and adjusted by the National Geodetic Survey in February 1994..
 BJ4065
 BJ4065.The geoid height was determined by GEOID03.
 BJ4065
 BJ4065.The dynamic height is computed by dividing the NAVD 88
 BJ4065.geopotential number by the normal gravity value computed on the
 BJ4065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4065.degrees latitude (g = 980.6199 gals.).
 BJ4065
 BJ4065.The modeled gravity was interpolated from observed gravity values.
 BJ4065
 BJ4065;                    North         East    Units  Estimated Accuracy
 BJ4065;SPC LA S     -   221,890.    1,019,280.      MT  (+/- 180 meters Scaled)
 BJ4065
 BJ4065                          SUPERSEDED SURVEY CONTROL
 BJ4065
 BJ4065.No superseded survey control is available for this station.
 BJ4065
 BJ4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP792758(NAD 83)
 BJ4065_MARKER: DB = BENCH MARK DISK
 BJ4065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4065_SP_SET: CONCRETE POST
 BJ4065_STAMPING: 29-87 1987
 BJ4065_MARK LOGO: LA-033
 BJ4065_PROJECTION: FLUSH
 BJ4065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4065+STABILITY: SURFACE MOTION
 BJ4065
 BJ4065  HISTORY     - Date     Condition        Report By
 BJ4065  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4065
 BJ4065                          STATION DESCRIPTION
 BJ4065
 BJ4065'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4065'IN BATON ROUGE.
 BJ4065'ABOUT 4.16 KM (2.6 MI) EASTERLY ON AIRLINE HIGHWAY FROM THE
 BJ4065'INTERSECTION OF AIRLINE HIGHWAY AND SCENIC HIGHWAY AT THE JUNCTION OF
 BJ4065'AIRLINE HIGHWAY AND GREENWELL STREET AT THE LNB BANK, 19.2 METERS (63
 BJ4065'FT) SOUTHWEST OF THE CENTERLINE OF AIRLINE HIGHWAY, 5.8 METERS (19
 BJ4065'FT) WEST OF A SIGNAL POLE, 4.1 METERS (13.5 FT) WEST OF A FIRE
 BJ4065'HYDRANT, 3.4 METERS (11 FT) SOUTH OF THE SOUTH CURVING OF GREENWELL
 BJ4065'STREET.
 BJ4065'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ4065'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0194 ***********************************************************************
 CQ0194  DESIGNATION -  29 BOLT
 CQ0194  PID         -  CQ0194
 CQ0194  STATE/COUNTY-  LA/OUACHITA
 CQ0194  USGS QUAD   -  CALHOUN (1994)
 CQ0194
 CQ0194                         *CURRENT SURVEY CONTROL
 CQ0194  ___________________________________________________________________
 CQ0194* NAD 83(1986)-  32 30 06.     (N)    092 15 07.     (W)     SCALED    
 CQ0194* NAVD 88     -        27.40   (+/-2cm)      89.9    (feet)  VERTCON   
 CQ0194  ___________________________________________________________________
 CQ0194  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0194
 CQ0194  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0194
 CQ0194.The horizontal coordinates were scaled from a topographic map and have
 CQ0194.an estimated accuracy of +/- 6 seconds.
 CQ0194
 CQ0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0194.The vertical order pertains to the NGVD 29 superseded value.
 CQ0194
 CQ0194.The geoid height was determined by GEOID03.
 CQ0194
 CQ0194;                    North         East    Units  Estimated Accuracy
 CQ0194;SPC LA N     -   221,970.    1,023,310.      MT  (+/- 180 meters Scaled)
 CQ0194
 CQ0194                          SUPERSEDED SURVEY CONTROL
 CQ0194
 CQ0194  NGVD 29 (??/??/??)   27.452  (m)           90.07   (f) ADJUSTED    1 2
 CQ0194
 CQ0194.Superseded values are not recommended for survey control.
 CQ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0194.See file dsdata.txt to determine how the superseded data were derived.
 CQ0194
 CQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR702962(NAD 83)
 CQ0194_MARKER: B = BOLT
 CQ0194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0194_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0194
 CQ0194  HISTORY     - Date     Condition        Report By
 CQ0194  HISTORY     - UNK      MONUMENTED       DOD
 CQ0194  HISTORY     - 1934     GOOD             CGS
 CQ0194
 CQ0194                          STATION DESCRIPTION
 CQ0194
 CQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0194'8 MI W FROM MONROE.
 CQ0194'ABOUT 8 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 CQ0194'FROM MONROE, OUACHITA PARISH, AT CHENIERE, ABOUT 485 FEET EAST OF THE
 CQ0194'STATION, ABOUT 210 FEET EAST OF TRESTLE 181, AT THE NORTHWEST CORNER
 CQ0194'OF THE SECTION-HOUSE YARD, 46 FEET FROM THE SOUTHWEST CORNER OF THE
 CQ0194'SOUTHWEST BRICK PIER OF THE REAR GALLERY, 24 FEET NORTHWEST OF THE
 CQ0194'NORTHWEST CORNER OF THE NORTHWEST PIER OF THE FRONT GALLERY, 55 FEET
 CQ0194'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 4.4 FEET SOUTH OF THE
 CQ0194'FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CQ0194'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 CQ0194'CORPS OF ENGINEERS, U.S. ARMY. STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2440 ***********************************************************************
 BJ2440  DESIGNATION -  29 BOLT
 BJ2440  PID         -  BJ2440
 BJ2440  STATE/COUNTY-  LA/ST MARTIN
 BJ2440  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2440
 BJ2440                         *CURRENT SURVEY CONTROL
 BJ2440  ___________________________________________________________________
 BJ2440* NAD 83(1986)-  30 14 20.     (N)    091 31 34.     (W)     SCALED    
 BJ2440* NAVD 88     -         2.72   (+/-2cm)       8.9    (feet)  VERTCON   
 BJ2440  ___________________________________________________________________
 BJ2440  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2440
 BJ2440  VERT ORDER  -  ? (See Below)
 BJ2440
 BJ2440.The horizontal coordinates were scaled from a topographic map and have
 BJ2440.an estimated accuracy of +/- 6 seconds.
 BJ2440
 BJ2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2440.The vertical order pertains to the NGVD 29 superseded value.
 BJ2440
 BJ2440.The geoid height was determined by GEOID03.
 BJ2440
 BJ2440;                    North         East    Units  Estimated Accuracy
 BJ2440;SPC LA S     -   192,760.      981,450.      MT  (+/- 180 meters Scaled)
 BJ2440
 BJ2440                          SUPERSEDED SURVEY CONTROL
 BJ2440
 BJ2440  NGVD 29 (??/??/??)    2.742  (m)            9.00   (f) ADJUSTED    ?  
 BJ2440
 BJ2440.Superseded values are not recommended for survey control.
 BJ2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2440.See file dsdata.txt to determine how the superseded data were derived.
 BJ2440
 BJ2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP418461(NAD 83)
 BJ2440_MARKER: B = BOLT
 BJ2440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2440_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2440
 BJ2440  HISTORY     - Date     Condition        Report By
 BJ2440  HISTORY     - UNK      MONUMENTED       DOD
 BJ2440  HISTORY     - 1933     GOOD             DOD
 BJ2440  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ2440
 BJ2440                          STATION DESCRIPTION
 BJ2440
 BJ2440'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2440'12.8 MI SE FROM BUTTE LA ROSE.
 BJ2440'12.8 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2440'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT THE
 BJ2440'CONFLUENCE OF THE RIVER AND LITTLE TENSAS BAYOU, IN IRREGULAR SEC. 25,
 BJ2440'T. 9 S., R. 9 E., ABOUT 312 FEET EAST OF THE EAST BANK OF THE FIRST
 BJ2440'SMALL BAYOU WEST OF LITTLE TENSAS BAYOU, ABOUT 285 FEET SOUTH OF THE
 BJ2440'RIVER BANK, IN A THICKLY WOODED THICKET, 75 FEET WEST OF THE WEST BANK
 BJ2440'OF LITTLE TENSAS BAYOU, 72 FEET SOUTH OF A VERY OLD RAILROAD ROADBED
 BJ2440'RESEMBLING A LEVEE, 58.6 FEET SOUTHEAST OF P.B.M. LITTLE TENSAS
 BJ2440'(U.S.E.), DESCRIBED ABOVE, 29 FEET DUE WEST OF THE SOUTH END OF AN
 BJ2440'APIARY, 69.1 FEET NORTH OF A BLAZED 12-INCH THORN TREE, 28.1 FEET
 BJ2440'SOUTHEAST OF THE SOUTHWEST CYPRESS POST SUPPORTING THE APIARY, 20.7
 BJ2440'FEET WEST OF A BLAZED 4-INCH COTTONWOOD TREE, 6.3 FEET NORTH OF A
 BJ2440'BLAZED 4-INCH SYCAMORE TREE, AND 1-1/2 FEET EAST OF A 1-INCH PROPELLER
 BJ2440'SHAFT EXTENDING ABOUT 4-1/2 FEET ABOVE GROUND.  A COPPER BOLT, SET IN
 BJ2440'THE TOP OF AN UNDERGROUND TILE, ACCESS TO WHICH IS HAD THROUGH AN IRON
 BJ2440'PIPE ABOUT 1-1/2 FEET BELOW GROUND AND BEARING A CORPS OF ENGINEERS,
 BJ2440'U.S. ARMY, STANDARD CAP.
 BJ2440
 BJ2440                          STATION RECOVERY (1973)
 BJ2440
 BJ2440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BJ2440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0193 ***********************************************************************
 CQ0193  DESIGNATION -  29 CAP
 CQ0193  PID         -  CQ0193
 CQ0193  STATE/COUNTY-  LA/OUACHITA
 CQ0193  USGS QUAD   -  CALHOUN (1994)
 CQ0193
 CQ0193                         *CURRENT SURVEY CONTROL
 CQ0193  ___________________________________________________________________
 CQ0193* NAD 83(1986)-  32 30 06.     (N)    092 15 07.     (W)     SCALED    
 CQ0193* NAVD 88     -        28.65   (+/-2cm)      94.0    (feet)  VERTCON   
 CQ0193  ___________________________________________________________________
 CQ0193  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0193
 CQ0193  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0193
 CQ0193.The horizontal coordinates were scaled from a topographic map and have
 CQ0193.an estimated accuracy of +/- 6 seconds.
 CQ0193
 CQ0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0193.The vertical order pertains to the NGVD 29 superseded value.
 CQ0193
 CQ0193.The geoid height was determined by GEOID03.
 CQ0193
 CQ0193;                    North         East    Units  Estimated Accuracy
 CQ0193;SPC LA N     -   221,970.    1,023,310.      MT  (+/- 180 meters Scaled)
 CQ0193
 CQ0193                          SUPERSEDED SURVEY CONTROL
 CQ0193
 CQ0193  NGVD 29 (??/??/??)   28.700  (m)           94.16   (f) ADJUSTED    1 2
 CQ0193
 CQ0193.Superseded values are not recommended for survey control.
 CQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0193.See file dsdata.txt to determine how the superseded data were derived.
 CQ0193
 CQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR702962(NAD 83)
 CQ0193_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0193
 CQ0193  HISTORY     - Date     Condition        Report By
 CQ0193  HISTORY     - UNK      MONUMENTED       DOD
 CQ0193  HISTORY     - 1934     GOOD             CGS
 CQ0193
 CQ0193                          STATION DESCRIPTION
 CQ0193
 CQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0193'8 MI W FROM MONROE.
 CQ0193'ABOUT 8 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 CQ0193'FROM MONROE, OUACHITA PARISH, AT CHENIERE, ABOUT 485 FEET EAST OF THE
 CQ0193'STATION, ABOUT 210 FEET EAST OF TRESTLE 181, AT THE NORTHWEST CORNER
 CQ0193'OF THE SECTION-HOUSE YARD, 46 FEET FROM THE SOUTHWEST CORNER OF THE
 CQ0193'SOUTHWEST BRICK PIER OF THE REAR GALLERY, 24 FEET NORTHWEST OF THE
 CQ0193'NORTHWEST CORNER OF THE NORTHWEST PIER OF THE FRONT GALLERY, 55 FEET
 CQ0193'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 4.4 FEET SOUTH OF THE
 CQ0193'FENCE CORNER.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ0193'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2439 ***********************************************************************
 BJ2439  DESIGNATION -  29 CAP
 BJ2439  PID         -  BJ2439
 BJ2439  STATE/COUNTY-  LA/ST MARTIN
 BJ2439  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2439
 BJ2439                         *CURRENT SURVEY CONTROL
 BJ2439  ___________________________________________________________________
 BJ2439* NAD 83(1986)-  30 14 20.     (N)    091 31 34.     (W)     SCALED    
 BJ2439* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 BJ2439  ___________________________________________________________________
 BJ2439  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2439
 BJ2439  VERT ORDER  -  ? (See Below)
 BJ2439
 BJ2439.The horizontal coordinates were scaled from a topographic map and have
 BJ2439.an estimated accuracy of +/- 6 seconds.
 BJ2439
 BJ2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2439.The vertical order pertains to the NGVD 29 superseded value.
 BJ2439
 BJ2439.The geoid height was determined by GEOID03.
 BJ2439
 BJ2439;                    North         East    Units  Estimated Accuracy
 BJ2439;SPC LA S     -   192,760.      981,450.      MT  (+/- 180 meters Scaled)
 BJ2439
 BJ2439                          SUPERSEDED SURVEY CONTROL
 BJ2439
 BJ2439  NGVD 29 (??/??/??)    3.962  (m)           13.00   (f) ADJUSTED    ?  
 BJ2439
 BJ2439.Superseded values are not recommended for survey control.
 BJ2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2439.See file dsdata.txt to determine how the superseded data were derived.
 BJ2439
 BJ2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP418461(NAD 83)
 BJ2439_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2439_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2439
 BJ2439  HISTORY     - Date     Condition        Report By
 BJ2439  HISTORY     - 1933     MONUMENTED       DOD
 BJ2439  HISTORY     - 1933     GOOD             DOD
 BJ2439  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ2439
 BJ2439                          STATION DESCRIPTION
 BJ2439
 BJ2439'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2439'12.8 MI SE FROM BUTTE LA ROSE.
 BJ2439'12.8 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2439'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT THE
 BJ2439'CONFLUENCE OF THE RIVER AND LITTLE TENSAS  BAYOU, IN IRREGULAR SEC.
 BJ2439'25, T. 9 S., R. 9 E., ABOUT 312 FEET EAST OF THE EAST BANK OF THE
 BJ2439'FIRST SMALL BAYOU WEST OF LITTLE TENSAS BAYOU, ABOUT 285 FEET SOUTH OF
 BJ2439'THE RIVER BANK, IN A THICKLY WOODED THICKET, 75 FEET WEST OF THE WEST
 BJ2439'BANK OF LITTLE TENSAS BAYOU, 72 FEET SOUTH OF A VERY OLD RAILROAD
 BJ2439'ROADBED RESEMBLING A LEVEE, 58.6 FEET SOUTHEAST OF P.B.M. LITTLE
 BJ2439'TENSAS (U.S.E.), DESCRIBED ABOVE, 29 FEET DUE WEST OF THE SOUTH END OF
 BJ2439'AN APIARY, 69.1 FEET NORTH OF A BLAZED 12-INCH THORN TREE, 28.1 FEET
 BJ2439'SOUTHEAST OF THE SOUTHWEST CYPRESS POST SUPPORTING THE APIARY, 20.7
 BJ2439'FEET WEST OF A BLAZED 4-INCH COTTONWOOD TREE, 6.3 FEET NORTH OF A
 BJ2439'BLAZED 4-INCH SYCAMORE TREE, AND 1-1/2 FEET EAST OF A 1-INCH PROPELLER
 BJ2439'SHAFT EXTENDING ABOUT 4-1/2 FEET ABOVE GROUND.  AN IRON PIPE ABOUT
 BJ2439'1-1/2 FEET BELOW GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2439'STANDARD CAP.
 BJ2439
 BJ2439                          STATION RECOVERY (1973)
 BJ2439
 BJ2439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BJ2439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1567 ***********************************************************************
 CP1567  DESIGNATION -  29 DIETZE BOLT
 CP1567  PID         -  CP1567
 CP1567  STATE/COUNTY-  LA/TENSAS
 CP1567  USGS QUAD   -  NEWELLTON (1994)
 CP1567
 CP1567                         *CURRENT SURVEY CONTROL
 CP1567  ___________________________________________________________________
 CP1567* NAD 83(1986)-  32 02 53.     (N)    091 11 04.     (W)     SCALED    
 CP1567* NAVD 88     -        22.68   (+/-2cm)      74.4    (feet)  VERTCON   
 CP1567  ___________________________________________________________________
 CP1567  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1567
 CP1567  VERT ORDER  -  ? (See Below)
 CP1567
 CP1567.The horizontal coordinates were scaled from a topographic map and have
 CP1567.an estimated accuracy of +/- 6 seconds.
 CP1567
 CP1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1567.The vertical order pertains to the NGVD 29 superseded value.
 CP1567
 CP1567.The geoid height was determined by GEOID03.
 CP1567
 CP1567;                    North         East    Units  Estimated Accuracy
 CP1567;SPC LA N     -   172,400.    1,124,230.      MT  (+/- 180 meters Scaled)
 CP1567
 CP1567                          SUPERSEDED SURVEY CONTROL
 CP1567
 CP1567  NGVD 29 (??/??/92)   22.700  (m)           74.47   (f) ADJ UNCH    ?  
 CP1567
 CP1567.Superseded values are not recommended for survey control.
 CP1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1567.See file dsdata.txt to determine how the superseded data were derived.
 CP1567
 CP1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR714472(NAD 83)
 CP1567_MARKER: B = BOLT
 CP1567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1567_SP_SET: CONCRETE BLOCK
 CP1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1567
 CP1567  HISTORY     - Date     Condition        Report By
 CP1567  HISTORY     - UNK      MONUMENTED       DOD
 CP1567  HISTORY     - 1934     GOOD             DOD
 CP1567  HISTORY     - 1963     GOOD             USGS
 CP1567
 CP1567                          STATION DESCRIPTION
 CP1567
 CP1567'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1567'3.25 MI NE FROM NEWELLTON.
 CP1567'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1567'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 CP1567'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA., ON HOPKINS PLANTATION
 CP1567'OWNED BY MR. JACOBY. IN OLD OPEN FIELD 11 METERS SOUTHEAST OF WOODED
 CP1567'BOTTOM.  113 METERS LANDWARD FROM CENTER LINE OF DIRT ROAD AT FOOT OF
 CP1567'LEVEE.  42.7 METERS LANDSIDE FROM CENTER LINE OF CANAL, RUNNING
 CP1567'PARALLEL TO LEVEE. TOP OF CAP IS ABOUT 18 INCHES ABOVE GROUND. P.B.M.
 CP1567'IS APPROXIMATELY OPPOSITE THE DOWNSTREAM END OF THE THIRD TANGENT FROM
 CP1567'UPSTREAM JUNCTION OF OLD AND NEW WHITE OAK LEVEES.
 CP1567
 CP1567                          STATION RECOVERY (1963)
 CP1567
 CP1567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1566 ***********************************************************************
 CP1566  DESIGNATION -  29 DIETZE CAP
 CP1566  PID         -  CP1566
 CP1566  STATE/COUNTY-  LA/TENSAS
 CP1566  USGS QUAD   -  NEWELLTON (1994)
 CP1566
 CP1566                         *CURRENT SURVEY CONTROL
 CP1566  ___________________________________________________________________
 CP1566* NAD 83(1986)-  32 02 53.     (N)    091 11 04.     (W)     SCALED    
 CP1566* NAVD 88     -        23.91   (+/-2cm)      78.4    (feet)  VERTCON   
 CP1566  ___________________________________________________________________
 CP1566  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1566
 CP1566  VERT ORDER  -  ? (See Below)
 CP1566
 CP1566.The horizontal coordinates were scaled from a topographic map and have
 CP1566.an estimated accuracy of +/- 6 seconds.
 CP1566
 CP1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1566.The vertical order pertains to the NGVD 29 superseded value.
 CP1566
 CP1566.The geoid height was determined by GEOID03.
 CP1566
 CP1566;                    North         East    Units  Estimated Accuracy
 CP1566;SPC LA N     -   172,400.    1,124,230.      MT  (+/- 180 meters Scaled)
 CP1566
 CP1566                          SUPERSEDED SURVEY CONTROL
 CP1566
 CP1566  NGVD 29 (??/??/92)   23.933  (m)           78.52   (f) ADJ UNCH    ?  
 CP1566
 CP1566.Superseded values are not recommended for survey control.
 CP1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1566.See file dsdata.txt to determine how the superseded data were derived.
 CP1566
 CP1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR714472(NAD 83)
 CP1566_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1566
 CP1566  HISTORY     - Date     Condition        Report By
 CP1566  HISTORY     - UNK      MONUMENTED       DOD
 CP1566  HISTORY     - 1934     GOOD             DOD
 CP1566  HISTORY     - 1963     GOOD             USGS
 CP1566
 CP1566                          STATION DESCRIPTION
 CP1566
 CP1566'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1566'3.25 MI NE FROM NEWELLTON.
 CP1566'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1566'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 CP1566'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA., ON HOPKINS PLANTATION
 CP1566'OWNED BY MR. JACOBY. IN OLD OPEN FIELD 11 METERS SOUTHEAST OF WOODED
 CP1566'BOTTOM.  113 METERS LANDWARD FROM CENTER LINE OF DIRT ROAD AT FOOT OF
 CP1566'LEVEE.  42.7 METERS LANDSIDE FROM CENTER LINE OF CANAL, RUNNING
 CP1566'PARALLEL TO LEVEE. TOP OF CAP IS ABOUT 18 INCHES ABOVE GROUND. P.B.M.
 CP1566'IS APPROXIMATELY OPPOSITE THE DOWNSTREAM END OF THE THIRD TANGENT FROM
 CP1566'UPSTREAM JUNCTION OF OLD AND NEW WHITE OAK LEVEES.
 CP1566
 CP1566                          STATION RECOVERY (1963)
 CP1566
 CP1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0224 ***********************************************************************
 BJ0224  DESIGNATION -  29 WARL
 BJ0224  PID         -  BJ0224
 BJ0224  STATE/COUNTY-  LA/ST LANDRY
 BJ0224  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0224
 BJ0224                         *CURRENT SURVEY CONTROL
 BJ0224  ___________________________________________________________________
 BJ0224* NAD 83(1986)-  30 37 59.     (N)    091 45 00.     (W)     SCALED    
 BJ0224* NAVD 88     -         8.983  (meters)      29.47   (feet)  ADJUSTED  
 BJ0224  ___________________________________________________________________
 BJ0224  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ0224  DYNAMIC HT  -           8.971 (meters)      29.43  (feet)  COMP
 BJ0224  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 BJ0224
 BJ0224  VERT ORDER  -  FIRST     CLASS I
 BJ0224
 BJ0224.The horizontal coordinates were scaled from a topographic map and have
 BJ0224.an estimated accuracy of +/- 6 seconds.
 BJ0224
 BJ0224.The orthometric height was determined by differential leveling
 BJ0224.and adjusted by the National Geodetic Survey in February 1994..
 BJ0224
 BJ0224.The geoid height was determined by GEOID03.
 BJ0224
 BJ0224.The dynamic height is computed by dividing the NAVD 88
 BJ0224.geopotential number by the normal gravity value computed on the
 BJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0224.degrees latitude (g = 980.6199 gals.).
 BJ0224
 BJ0224.The modeled gravity was interpolated from observed gravity values.
 BJ0224
 BJ0224;                    North         East    Units  Estimated Accuracy
 BJ0224;SPC LA S     -   236,510.      960,060.      MT  (+/- 180 meters Scaled)
 BJ0224
 BJ0224                          SUPERSEDED SURVEY CONTROL
 BJ0224
 BJ0224  NAVD 88 (06/15/91)    9.026  (m)           29.61   (f) UNKNOWN     1 1
 BJ0224  NGVD 29 (??/??/??)    8.993  (m)           29.50   (f) ADJUSTED    1 1
 BJ0224
 BJ0224.Superseded values are not recommended for survey control.
 BJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0224.See file dsdata.txt to determine how the superseded data were derived.
 BJ0224
 BJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP197896(NAD 83)
 BJ0224_MARKER: DD = SURVEY DISK
 BJ0224_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0224_SP_SET: 122 FT IRON PIPE
 BJ0224_STAMPING: PBM 29 WARL 1976 USE
 BJ0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0224
 BJ0224  HISTORY     - Date     Condition        Report By
 BJ0224  HISTORY     - 1976     MONUMENTED       USE
 BJ0224  HISTORY     - 1976     GOOD             NGS
 BJ0224
 BJ0224                          STATION DESCRIPTION
 BJ0224
 BJ0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0224'4.3 MI SOUTH FROM MELVILLE.
 BJ0224'4.3 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE JUNCTION OF STATE
 BJ0224'HIGHWAY 10, 0.2 MILE NORTH OF A CURVE, AT THE JUNCTION OF A DRIVE
 BJ0224'LEADING WEST TO A BRICK HOUSE, 44 FT EAST OF THE CENTER LINE OF
 BJ0224'THE HIGHWAY, 32 FT SOUTH OF THE EXTENDED CENTER LINE OF THE DRIVE
 BJ0224'100 FT EAST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 BJ0224'NUMBER 1185100 WITH A TRANSFORMER, 10.5 FT EAST OF A FENCE, A 1-INCH
 BJ0224'IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 122 FT ENCASED IN A
 BJ0224'2-INCH IRON PIPE BORED TO A DEPTH OF 100 FT WITH A 3-INCH SCREW
 BJ0224'CAP FOR ACCESS. THE SCREW CAP PROJECTS 19 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1446 ***********************************************************************
 CP1446  DESIGNATION -  2900 A BOLT
 CP1446  PID         -  CP1446
 CP1446  STATE/COUNTY-  LA/MADISON
 CP1446  USGS QUAD   -  ASHLY (1972)
 CP1446
 CP1446                         *CURRENT SURVEY CONTROL
 CP1446  ___________________________________________________________________
 CP1446* NAD 83(1986)-  32 24 18.     (N)    091 01 19.     (W)     SCALED    
 CP1446* NAVD 88     -        26.49   (+/-2cm)      86.9    (feet)  VERTCON   
 CP1446  ___________________________________________________________________
 CP1446  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1446
 CP1446  VERT ORDER  -  ? (See Below)
 CP1446
 CP1446.The horizontal coordinates were scaled from a topographic map and have
 CP1446.an estimated accuracy of +/- 6 seconds.
 CP1446
 CP1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1446.The vertical order pertains to the NGVD 29 superseded value.
 CP1446
 CP1446.The geoid height was determined by GEOID03.
 CP1446
 CP1446;                    North         East    Units  Estimated Accuracy
 CP1446;SPC LA N     -   212,170.    1,139,040.      MT  (+/- 180 meters Scaled)
 CP1446
 CP1446                          SUPERSEDED SURVEY CONTROL
 CP1446
 CP1446  NGVD 29 (??/??/92)   26.502  (m)           86.95   (f) ADJ UNCH    ?  
 CP1446
 CP1446.Superseded values are not recommended for survey control.
 CP1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1446.See file dsdata.txt to determine how the superseded data were derived.
 CP1446
 CP1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR860870(NAD 83)
 CP1446_MARKER: B = BOLT
 CP1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1446_SP_SET: STONE
 CP1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1446+STABILITY: SURFACE MOTION
 CP1446
 CP1446  HISTORY     - Date     Condition        Report By
 CP1446  HISTORY     - UNK      MONUMENTED       DOD
 CP1446  HISTORY     - 1934     GOOD             DOD
 CP1446  HISTORY     - 1963     POOR             USGS
 CP1446
 CP1446                          STATION DESCRIPTION
 CP1446
 CP1446'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1446'1 MI N FROM DUCKPORT.
 CP1446'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1446'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1 MILE NORTH OF
 CP1446'DUCKPORT, LA.  790 FEET WEST OF LEVEE AT POINT WHERE PROPOSED NEW
 CP1446'LEVEE WILL JOIN OLD LEVEE.  613 FEET WEST OF GRAVEL ROAD.  350 FEET
 CP1446'NORTHWEST OF HOUSE.  25 FEET SOUTHEAST OF 42-INCH PECAN TREE.
 CP1446
 CP1446                          STATION RECOVERY (1963)
 CP1446
 CP1446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1446'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1445 ***********************************************************************
 CP1445  DESIGNATION -  2900 A CAP
 CP1445  PID         -  CP1445
 CP1445  STATE/COUNTY-  LA/MADISON
 CP1445  USGS QUAD   -  ASHLY (1972)
 CP1445
 CP1445                         *CURRENT SURVEY CONTROL
 CP1445  ___________________________________________________________________
 CP1445* NAD 83(1986)-  32 24 18.     (N)    091 01 19.     (W)     SCALED    
 CP1445* NAVD 88     -        27.72   (+/-2cm)      90.9    (feet)  VERTCON   
 CP1445  ___________________________________________________________________
 CP1445  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1445
 CP1445  VERT ORDER  -  ? (See Below)
 CP1445
 CP1445.The horizontal coordinates were scaled from a topographic map and have
 CP1445.an estimated accuracy of +/- 6 seconds.
 CP1445
 CP1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1445.The vertical order pertains to the NGVD 29 superseded value.
 CP1445
 CP1445.The geoid height was determined by GEOID03.
 CP1445
 CP1445;                    North         East    Units  Estimated Accuracy
 CP1445;SPC LA N     -   212,170.    1,139,040.      MT  (+/- 180 meters Scaled)
 CP1445
 CP1445                          SUPERSEDED SURVEY CONTROL
 CP1445
 CP1445  NGVD 29 (??/??/92)   27.733  (m)           90.99   (f) ADJ UNCH    ?  
 CP1445
 CP1445.Superseded values are not recommended for survey control.
 CP1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1445.See file dsdata.txt to determine how the superseded data were derived.
 CP1445
 CP1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR860870(NAD 83)
 CP1445_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1445_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1445
 CP1445  HISTORY     - Date     Condition        Report By
 CP1445  HISTORY     - UNK      MONUMENTED       DOD
 CP1445  HISTORY     - 1934     GOOD             DOD
 CP1445  HISTORY     - 1963     POOR             USGS
 CP1445
 CP1445                          STATION DESCRIPTION
 CP1445
 CP1445'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1445'1 MI N FROM DUCKPORT.
 CP1445'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1445'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1 MILE NORTH OF
 CP1445'DUCKPORT, LA.  790 FEET WEST OF LEVEE AT POINT WHERE PROPOSED NEW
 CP1445'LEVEE WILL JOIN OLD LEVEE.  613 FEET WEST OF GRAVEL ROAD.  350 FEET
 CP1445'NORTHWEST OF HOUSE.  25 FEET SOUTHEAST OF 42-INCH PECAN TREE.
 CP1445
 CP1445                          STATION RECOVERY (1963)
 CP1445
 CP1445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1445'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0554 ***********************************************************************
 BW0554  DESIGNATION -  291
 BW0554  PID         -  BW0554
 BW0554  STATE/COUNTY-  LA/TENSAS
 BW0554  USGS QUAD   -  ST JOSEPH (1986)
 BW0554
 BW0554                         *CURRENT SURVEY CONTROL
 BW0554  ___________________________________________________________________
 BW0554* NAD 83(1986)-  31 53 50.     (N)    091 14 46.     (W)     SCALED    
 BW0554* NAVD 88     -        23.32   (+/-2cm)      76.5    (feet)  VERTCON   
 BW0554  ___________________________________________________________________
 BW0554  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW0554
 BW0554  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0554
 BW0554.The horizontal coordinates were scaled from a topographic map and have
 BW0554.an estimated accuracy of +/- 6 seconds.
 BW0554
 BW0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0554.The vertical order pertains to the NGVD 29 superseded value.
 BW0554
 BW0554.The geoid height was determined by GEOID03.
 BW0554
 BW0554;                    North         East    Units  Estimated Accuracy
 BW0554;SPC LA N     -   155,600.    1,118,600.      MT  (+/- 180 meters Scaled)
 BW0554
 BW0554                          SUPERSEDED SURVEY CONTROL
 BW0554
 BW0554  NGVD 29 (??/??/92)   23.34   (m)           76.6    (f) COMPUTED    1 2
 BW0554
 BW0554.Superseded values are not recommended for survey control.
 BW0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0554.See file dsdata.txt to determine how the superseded data were derived.
 BW0554
 BW0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR658303(NAD 83)
 BW0554_MARKER: B = BOLT
 BW0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0554_SP_SET: CHIMNEY
 BW0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0554
 BW0554  HISTORY     - Date     Condition        Report By
 BW0554  HISTORY     - UNK      MONUMENTED       DOD
 BW0554  HISTORY     - 1934     GOOD             DOD
 BW0554
 BW0554                          STATION DESCRIPTION
 BW0554
 BW0554'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW0554'1.5 MI SW FROM ST JOSEPH.
 BW0554'P.B.M. IS COPPER BOLT IMBEDDED HORIZONTALLY IN BRICK CHIMNEY THAT WAS
 BW0554'ONCE PART OF AN OLD GIN, ON RIGHT BANK OF MISSISSIPPI RIVER IN TENSAS
 BW0554'PARISH, LA.  ABOUT 1-3/4 MILES DOWNSTREAM FROM ST. JOSEPH, LA. BETWEEN
 BW0554'LEVEE AND RIVER BANK.  ABOUT 600 METERS DOWNSTREAM FROM LOWER ST.
 BW0554'JOSEPH LDG.  150 METERS RIVERSIDE OF LEVEE AT POINT 121 METERS
 BW0554'DOWNSTREAM FROM RAMP AND PROMINENT ANGLE TO RIGHT IN LEVEE.  P.B.M. IS
 BW0554'ON N. FACE OF CHIMNEY IN FIFTH BRICK FROM NE EDGE, IN SEVENTH COURSE
 BW0554'OF BRICK BELOW PROJECTING COURSE.  NEAR THE BOLT IS A COPPER PLATE
 BW0554'INSCRIBED 208-96.42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1448 ***********************************************************************
 CP1448  DESIGNATION -  2950 A BOLT
 CP1448  PID         -  CP1448
 CP1448  STATE/COUNTY-  LA/MADISON
 CP1448  USGS QUAD   -  ASHLY (1972)
 CP1448
 CP1448                         *CURRENT SURVEY CONTROL
 CP1448  ___________________________________________________________________
 CP1448* NAD 83(1986)-  32 23 43.     (N)    091 01 55.     (W)     SCALED    
 CP1448* NAVD 88     -        25.51   (+/-2cm)      83.7    (feet)  VERTCON   
 CP1448  ___________________________________________________________________
 CP1448  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1448
 CP1448  VERT ORDER  -  ? (See Below)
 CP1448
 CP1448.The horizontal coordinates were scaled from a topographic map and have
 CP1448.an estimated accuracy of +/- 6 seconds.
 CP1448
 CP1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1448.The vertical order pertains to the NGVD 29 superseded value.
 CP1448
 CP1448.The geoid height was determined by GEOID03.
 CP1448
 CP1448;                    North         East    Units  Estimated Accuracy
 CP1448;SPC LA N     -   211,080.    1,138,110.      MT  (+/- 180 meters Scaled)
 CP1448
 CP1448                          SUPERSEDED SURVEY CONTROL
 CP1448
 CP1448  NGVD 29 (??/??/92)   25.513  (m)           83.70   (f) ADJ UNCH    ?  
 CP1448
 CP1448.Superseded values are not recommended for survey control.
 CP1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1448.See file dsdata.txt to determine how the superseded data were derived.
 CP1448
 CP1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR851859(NAD 83)
 CP1448_MARKER: B = BOLT
 CP1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1448_SP_SET: STONE
 CP1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1448+STABILITY: SURFACE MOTION
 CP1448
 CP1448  HISTORY     - Date     Condition        Report By
 CP1448  HISTORY     - UNK      MONUMENTED       DOD
 CP1448  HISTORY     - 1934     GOOD             DOD
 CP1448
 CP1448                          STATION DESCRIPTION
 CP1448
 CP1448'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1448'0.75 MI S FROM DUCKPORT.
 CP1448'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1448'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 3/4 MILE SOUTH OF
 CP1448'DUCKPORT, LA.  878 FEET WEST OF LEVEE STATION NO. 2950/.  650 FEET
 CP1448'SOUTHWEST OF NEGRO DWELLING.  615 FEET WEST OF GRAVEL ROAD.  AT EDGE
 CP1448'OF WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1447 ***********************************************************************
 CP1447  DESIGNATION -  2950 A CAP
 CP1447  PID         -  CP1447
 CP1447  STATE/COUNTY-  LA/MADISON
 CP1447  USGS QUAD   -  ASHLY (1972)
 CP1447
 CP1447                         *CURRENT SURVEY CONTROL
 CP1447  ___________________________________________________________________
 CP1447* NAD 83(1986)-  32 23 43.     (N)    091 01 55.     (W)     SCALED    
 CP1447* NAVD 88     -        26.72   (+/-2cm)      87.7    (feet)  VERTCON   
 CP1447  ___________________________________________________________________
 CP1447  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1447
 CP1447  VERT ORDER  -  ? (See Below)
 CP1447
 CP1447.The horizontal coordinates were scaled from a topographic map and have
 CP1447.an estimated accuracy of +/- 6 seconds.
 CP1447
 CP1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1447.The vertical order pertains to the NGVD 29 superseded value.
 CP1447
 CP1447.The geoid height was determined by GEOID03.
 CP1447
 CP1447;                    North         East    Units  Estimated Accuracy
 CP1447;SPC LA N     -   211,080.    1,138,110.      MT  (+/- 180 meters Scaled)
 CP1447
 CP1447                          SUPERSEDED SURVEY CONTROL
 CP1447
 CP1447  NGVD 29 (??/??/92)   26.730  (m)           87.70   (f) ADJ UNCH    ?  
 CP1447
 CP1447.Superseded values are not recommended for survey control.
 CP1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1447.See file dsdata.txt to determine how the superseded data were derived.
 CP1447
 CP1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR851859(NAD 83)
 CP1447_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1447
 CP1447  HISTORY     - Date     Condition        Report By
 CP1447  HISTORY     - UNK      MONUMENTED       DOD
 CP1447  HISTORY     - 1934     GOOD             DOD
 CP1447
 CP1447                          STATION DESCRIPTION
 CP1447
 CP1447'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1447'0.75 MI S FROM DUCKPORT.
 CP1447'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1447'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 3/4 MILE SOUTH OF
 CP1447'DUCKPORT, LA.  878 FEET WEST OF LEVEE STATION NO. 2950/.  650 FEET
 CP1447'SOUTHWEST OF NEGRO DWELLING.  615 FEET WEST OF GRAVEL ROAD.  AT EDGE
 CP1447'OF WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1597 ***********************************************************************
 BJ1597  DESIGNATION -  2979 LAGS
 BJ1597  PID         -  BJ1597
 BJ1597  STATE/COUNTY-  LA/ST TAMMANY
 BJ1597  USGS QUAD   -  MADISONVILLE (1979)
 BJ1597
 BJ1597                         *CURRENT SURVEY CONTROL
 BJ1597  ___________________________________________________________________
 BJ1597* NAD 83(1986)-  30 29 56.     (N)    090 14 24.     (W)     SCALED    
 BJ1597* NAVD 88     -        10.61   (+/-2cm)      34.8    (feet)  VERTCON   
 BJ1597  ___________________________________________________________________
 BJ1597  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1597
 BJ1597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1597
 BJ1597.The horizontal coordinates were scaled from a topographic map and have
 BJ1597.an estimated accuracy of +/- 6 seconds.
 BJ1597
 BJ1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1597.The vertical order pertains to the NGVD 29 superseded value.
 BJ1597
 BJ1597.The geoid height was determined by GEOID03.
 BJ1597
 BJ1597;                    North         East    Units  Estimated Accuracy
 BJ1597;SPC LA S     -   222,070.    1,104,960.      MT  (+/- 180 meters Scaled)
 BJ1597
 BJ1597                          SUPERSEDED SURVEY CONTROL
 BJ1597
 BJ1597  NGVD 29 (??/??/??)   10.631  (m)           34.88   (f) ADJUSTED    2 0
 BJ1597
 BJ1597.Superseded values are not recommended for survey control.
 BJ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1597.See file dsdata.txt to determine how the superseded data were derived.
 BJ1597
 BJ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP649773(NAD 83)
 BJ1597_MARKER: DD = SURVEY DISK
 BJ1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1597_STAMPING: 2979
 BJ1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1597+STABILITY: SURFACE MOTION
 BJ1597
 BJ1597  HISTORY     - Date     Condition        Report By
 BJ1597  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1597  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1597
 BJ1597                          STATION DESCRIPTION
 BJ1597
 BJ1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1597'2.2 MI W FROM GOODBEE.
 BJ1597'2.1 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 BJ1597'GOODBEE, ST. TAMMANY PARISH, 57 FEET NORTHEAST OF POLE 1149, 40 FEET
 BJ1597'EAST OF A DIM-ROAD CROSSING, 86 FEET NORTHEAST OF BENCH MARK P 21
 BJ1597'DESCRIBED BELOW, AND 15 FEET NORTH OF THE NORTH RAIL.  A STATE SURVEY
 BJ1597'STANDARD DISK, STAMPED 2979 AND SET IN THE TOP OF A CONCRETE POST.
 BJ1597'NOTE-- LOUISIANA GEODETIC TRIANGULATION STATION PERSHING WAS FOUND AT
 BJ1597'THE LOCATION GIVEN FOR THIS MAKE, IT IS POSSIBLE THAT THIS WAS THE
 BJ1597'MARK USED FOR THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0730 ***********************************************************************
 BJ0730  DESIGNATION -  3
 BJ0730  PID         -  BJ0730
 BJ0730  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0730  USGS QUAD   -  WALLS (1994)
 BJ0730
 BJ0730                         *CURRENT SURVEY CONTROL
 BJ0730  ___________________________________________________________________
 BJ0730* NAD 83(1986)-  30 30 46.     (N)    091 20 59.     (W)     SCALED    
 BJ0730* NAVD 88     -         5.885  (meters)      19.31   (feet)  READJUSTED
 BJ0730  ___________________________________________________________________
 BJ0730  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0730  DYNAMIC HT  -           5.880 (meters)      19.29  (feet)  COMP
 BJ0730  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ0730
 BJ0730  VERT ORDER  -  ?
 BJ0730
 BJ0730.The horizontal coordinates were scaled from a topographic map and have
 BJ0730.an estimated accuracy of +/- 6 seconds.
 BJ0730
 BJ0730.The orthometric height was determined by differential leveling
 BJ0730.and adjusted by the National Geodetic Survey in June 1991..
 BJ0730.The height was derived from older observations constrained to new
 BJ0730.heights in a crustal motion area.  The height is approximate in
 BJ0730.relation to other heights in its vicinity.
 BJ0730
 BJ0730.The geoid height was determined by GEOID03.
 BJ0730
 BJ0730.The dynamic height is computed by dividing the NAVD 88
 BJ0730.geopotential number by the normal gravity value computed on the
 BJ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0730.degrees latitude (g = 980.6199 gals.).
 BJ0730
 BJ0730.The modeled gravity was interpolated from observed gravity values.
 BJ0730
 BJ0730;                    North         East    Units  Estimated Accuracy
 BJ0730;SPC LA S     -   223,110.      998,430.      MT  (+/- 180 meters Scaled)
 BJ0730
 BJ0730                          SUPERSEDED SURVEY CONTROL
 BJ0730
 BJ0730  NGVD 29 (??/??/??)    5.849  (m)           19.19   (f) ADJUSTED    1 1
 BJ0730
 BJ0730.Superseded values are not recommended for survey control.
 BJ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0730.See file dsdata.txt to determine how the superseded data were derived.
 BJ0730
 BJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP583767(NAD 83)
 BJ0730_MARKER: Q = CHISELED SQUARE
 BJ0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0730_SP_SET: CONCRETE FOUNDATION
 BJ0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0730
 BJ0730  HISTORY     - Date     Condition        Report By
 BJ0730  HISTORY     - UNK      MONUMENTED       DOD
 BJ0730  HISTORY     - 1976     GOOD             NGS
 BJ0730
 BJ0730                          STATION DESCRIPTION
 BJ0730
 BJ0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0730'3.7 MI SE FROM ERWINVILLE.
 BJ0730'3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0730'STATE HIGHWAY 413, 0.1 MILE (15 RAILS) SOUTHEAST ALONG THE MISSOURI
 BJ0730'PACIFIC RAILROAD FROM THE CROSSING OF A SHELL ROAD AND RAILROAD BRIDGE
 BJ0730'NUMBER 635.1, 305 FT. SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 BJ0730'HIGHWAY LANES, 155.6 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK.
 BJ0730'A CHISELED SQUARE SURROUNDED BY THE LETTERS U.S.P.B.M. AND ON THE
 BJ0730'CENTER OF THE TOP OF THE SOUTHEAST ONE OF TWO 3 BY 6 OLD CONCRETE
 BJ0730'FOUNDATIONS OF AN ABANDONED SAW MILL, 1.5 FT. SOUTHEAST OF A 24-INCH
 BJ0730'GUM TREE. IN A SMALL GROVE OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3336 ***********************************************************************
 AU3336  DESIGNATION -  3
 AU3336  PID         -  AU3336
 AU3336  STATE/COUNTY-  LA/ORLEANS
 AU3336  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3336
 AU3336                         *CURRENT SURVEY CONTROL
 AU3336  ___________________________________________________________________
 AU3336* NAD 83(1992)-  29 55 22.51604(N)    090 04 17.02728(W)     ADJUSTED  
 AU3336* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 AU3336  **This station is located in a subsidence area (see below).
 AU3336  ___________________________________________________________________
 AU3336  X           -      -6,894.074 (meters)                     COMP
 AU3336  Y           -  -5,532,502.241 (meters)                     COMP
 AU3336  Z           -   3,162,961.304 (meters)                     COMP
 AU3336  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU3336  ELLIP HEIGHT-         -19.95  (meters)          (01/21/03) GPS OBS
 AU3336  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU3336  DYNAMIC HT  -           6.1   (meters)      20.    (feet)  COMP
 AU3336  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 AU3336
 AU3336  HORZ ORDER  -  FIRST
 AU3336  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3336  ELLP ORDER  -  FOURTH    CLASS II
 AU3336
 AU3336.The horizontal coordinates were established by GPS observations
 AU3336.and adjusted by the National Geodetic Survey in January 1993..
 AU3336
 AU3336 ** The orthometric height has not been validated since last determined
 AU3336 ** by differential leveling and should not be used for control purposes.
 AU3336 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3336 ** area with valid NAVD 88 orthometric heights.
 AU3336 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3336 ** epoch indicated which incorporates improved geoid heights for the
 AU3336 ** Southern Louisiana Subsidence area.
 AU3336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3336.The orthometric height was scaled from a topographic map.
 AU3336.The vertical order pertains to the NGVD 29 superseded value.
 AU3336
 AU3336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3336
 AU3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3336
 AU3336.The ellipsoidal height was determined by GPS observations
 AU3336.and is referenced to NAD 83.
 AU3336
 AU3336.The geoid height was determined by GEOID03.
 AU3336
 AU3336.The dynamic height is computed by dividing the NAVD 88
 AU3336.geopotential number by the normal gravity value computed on the
 AU3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3336.degrees latitude (g = 980.6199 gals.).
 AU3336
 AU3336.The modeled gravity was interpolated from observed gravity values.
 AU3336
 AU3336;                    North         East     Units Scale Factor Converg.
 AU3336;SPC LA S     -   158,393.629 1,121,842.180   MT  0.99992666   +0 37 51.5
 AU3336;SPC LA S     -   519,663.10  3,680,577.22   sFT  0.99992666   +0 37 51.5
 AU3336;UTM  15      - 3,313,850.946   782,737.348   MT  1.00058642   +1 27 42.7
 AU3336;UTM  16      - 3,314,211.518   203,470.411   MT  1.00068502   -1 31 59.7
 AU3336
 AU3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3336!SPC LA S     -   1.00000313  x   0.99992666  =   0.99992979
 AU3336!UTM  15      -   1.00000313  x   1.00058642  =   1.00058956
 AU3336!UTM  16      -   1.00000313  x   1.00068502  =   1.00068816
 AU3336
 AU3336                          SUPERSEDED SURVEY CONTROL
 AU3336
 AU3336  NAD 83(1986)-  29 55 22.53251(N)    090 04 17.02628(W) AD(       ) 1
 AU3336  NGVD 29 (05/21/91)    6.213  (m)           20.38   (f) ADJUSTED    1 2
 AU3336
 AU3336.Superseded values are not recommended for survey control.
 AU3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3336.See file dsdata.txt to determine how the superseded data were derived.
 AU3336
 AU3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8273713851(NAD 83)
 AU3336_MARKER: DD = SURVEY DISK
 AU3336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AU3336_SP_SET: DOCK
 AU3336_STAMPING: NO 3 1979
 AU3336_MARK LOGO: NONE  
 AU3336_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3336+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1990
 AU3336
 AU3336  HISTORY     - Date     Condition        Report By
 AU3336  HISTORY     - 1979     MONUMENTED       LADH
 AU3336  HISTORY     - 19890124 GOOD
 AU3336  HISTORY     - 19901121 GOOD             NGS
 AU3336  HISTORY     - 19941108 MARK NOT FOUND   NGS
 AU3336
 AU3336                          STATION DESCRIPTION
 AU3336
 AU3336'DESCRIBED BY LA DEPT OF HIGHWAYS 1979
 AU3336'THE STATION IS LOCATED IN NEW ORLEANS AT THE SOUTH END OF JACKSON AVE
 AU3336'ON THE NORTH SIDE OF THE JACKSON AVE-GRETNA FERRY SET IN A DRILL HOLE
 AU3336'ON THE EAST SIDE OF THE FIRST STREET WHARF DOCKS.  OWNERSHIP--ORLEANS
 AU3336'PARISH LEVEE BOARD.
 AU3336'THE STATION IS 19.8 M (65.0 FT) SOUTHWEST FROM THE CENTER OF THE ROAD
 AU3336'LEADING TO THE FERRY LANDING, 15.5 M (50.9 FT) WEST-SOUTHWEST FROM A
 AU3336'FIRE HYDRANT, 8.8 M (28.9 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 AU3336'OF THE FIRST STREET WHARF BUILDING AND 1.1 M (3.6 FT) SOUTHEAST FROM
 AU3336'THE NORTH EDGE OF THE HIGH PART OF THE DOCKS.
 AU3336
 AU3336                          STATION RECOVERY (1989)
 AU3336
 AU3336'RECOVERED 1989
 AU3336'RECOVERED IN GOOD CONDITION.
 AU3336
 AU3336                          STATION RECOVERY (1990)
 AU3336
 AU3336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3336'IN NEW ORLEANS, AT THE INTERSECTION OF TCHOUPITOULAS STREET AND
 AU3336'NAPOLEON AVENUE, IN A CONCRETE LOADING DOCK AT THE EAST END OF THE
 AU3336'FIRST STREET WHARF, 33.4 M (109.6 FT) SOUTH OF THE SOUTH CURB OF THE
 AU3336'STREET, 27.0 M (88.6 FT) WEST OF THE EXTENDED CENTER OF THE
 AU3336'SOUTHBOUND LANES OF THE AVENUE, 8.7 M (28.5 FT) EAST OF THE NORTHEAST
 AU3336'CORNER OF A BUILDING, 5.1 M (16.7 FT) WEST OF THE WEST EDGE OF A
 AU3336'RAMP, 2.0 ABOVE THE LEVEL OF THE STREET, AND 1.1 M (3.6 FT) SOUTH OF
 AU3336'THE SOUTH EDGE OF A RAMP.
 AU3336
 AU3336                          STATION RECOVERY (1994)
 AU3336
 AU3336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3336'A NEW LOADING DOCK HAS BEEN BUILT AT THE DESCRIBED LOCATION.  ASSUMED
 AU3336'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0019 ***********************************************************************
 BW0019  DESIGNATION -  3 5 TH LLD
 BW0019  PID         -  BW0019
 BW0019  STATE/COUNTY-  LA/CONCORDIA
 BW0019  USGS QUAD   -  FORT ADAMS (1965)
 BW0019
 BW0019                         *CURRENT SURVEY CONTROL
 BW0019  ___________________________________________________________________
 BW0019* NAD 83(1986)-  31 03 21.     (N)    091 34 27.     (W)     SCALED    
 BW0019* NAVD 88     -        14.483  (meters)      47.52   (feet)  ADJUSTED  
 BW0019  ___________________________________________________________________
 BW0019  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0019  DYNAMIC HT  -          14.465 (meters)      47.46  (feet)  COMP
 BW0019  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 BW0019
 BW0019  VERT ORDER  -  FIRST     CLASS I
 BW0019
 BW0019.The horizontal coordinates were scaled from a topographic map and have
 BW0019.an estimated accuracy of +/- 6 seconds.
 BW0019
 BW0019.The orthometric height was determined by differential leveling
 BW0019.and adjusted by the National Geodetic Survey in February 1994..
 BW0019
 BW0019.The geoid height was determined by GEOID03.
 BW0019
 BW0019.The dynamic height is computed by dividing the NAVD 88
 BW0019.geopotential number by the normal gravity value computed on the
 BW0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0019.degrees latitude (g = 980.6199 gals.).
 BW0019
 BW0019.The modeled gravity was interpolated from observed gravity values.
 BW0019
 BW0019;                    North         East    Units  Estimated Accuracy
 BW0019;SPC LA N     -    62,010.    1,088,370.      MT  (+/- 180 meters Scaled)
 BW0019
 BW0019                          SUPERSEDED SURVEY CONTROL
 BW0019
 BW0019  NAVD 88 (06/15/91)   14.508  (m)           47.60   (f) UNKNOWN     1 1
 BW0019  NGVD 29 (??/??/??)   14.460  (m)           47.44   (f) ADJUSTED    1 1
 BW0019
 BW0019.Superseded values are not recommended for survey control.
 BW0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0019.See file dsdata.txt to determine how the superseded data were derived.
 BW0019
 BW0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ360366(NAD 83)
 BW0019_MARKER: Z = SEE DESCRIPTION
 BW0019_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BW0019_SP_SET: 138 FT. IRON PIPE
 BW0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0019
 BW0019  HISTORY     - Date     Condition        Report By
 BW0019  HISTORY     - 1975     MONUMENTED       USE
 BW0019  HISTORY     - 1976     GOOD             NGS
 BW0019
 BW0019                          STATION DESCRIPTION
 BW0019
 BW0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0019'8.5 MI NE FROM TORRAS.
 BW0019'8.5 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0019'HIGHWAY 418 AT TORRAS, 0.15 MILE NORTH OF A CATTLE GUARD, 0.05 NORTH
 BW0019'OF THE JUNCTION OF A GRAVELED ROAD TO POINT BREEZE, 108 FT. WEST OF
 BW0019'THE CENTER LINE OF THE HIGHWAY, 159 FT. SOUTH OF THE FIRST POWER LINE
 BW0019'POLE NORTH OF A POWER LINE POLE WITH A TRANSFORMER, A 1 INCH IRON PIPE
 BW0019'WITH CAP DRIVEN TO A DEPTH OF 138 FT. AND ENCASED IN A 2 INCH IRON
 BW0019'PIPE BORED TO A DEPTH OF 129 FT. WITH A 3 INCH SCREW CAP FOR ACCESS..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3909 ***********************************************************************
 BJ3909  DESIGNATION -  3 87
 BJ3909  PID         -  BJ3909
 BJ3909  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3909  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3909
 BJ3909                         *CURRENT SURVEY CONTROL
 BJ3909  ___________________________________________________________________
 BJ3909* NAD 83(1986)-  30 25 52.     (N)    091 05 12.     (W)     SCALED    
 BJ3909* NAVD 88     -        12.500  (meters)      41.01   (feet)  ADJUSTED  
 BJ3909  ___________________________________________________________________
 BJ3909  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3909  DYNAMIC HT  -          12.483 (meters)      40.95  (feet)  COMP
 BJ3909  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BJ3909
 BJ3909  VERT ORDER  -  SECOND    CLASS II
 BJ3909
 BJ3909.The horizontal coordinates were scaled from a topographic map and have
 BJ3909.an estimated accuracy of +/- 6 seconds.
 BJ3909
 BJ3909.The orthometric height was determined by differential leveling
 BJ3909.and adjusted by the National Geodetic Survey in February 1994..
 BJ3909
 BJ3909.The geoid height was determined by GEOID03.
 BJ3909
 BJ3909.The dynamic height is computed by dividing the NAVD 88
 BJ3909.geopotential number by the normal gravity value computed on the
 BJ3909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3909.degrees latitude (g = 980.6199 gals.).
 BJ3909
 BJ3909.The modeled gravity was interpolated from observed gravity values.
 BJ3909
 BJ3909;                    North         East    Units  Estimated Accuracy
 BJ3909;SPC LA S     -   214,080.    1,023,700.      MT  (+/- 180 meters Scaled)
 BJ3909
 BJ3909                          SUPERSEDED SURVEY CONTROL
 BJ3909
 BJ3909.No superseded survey control is available for this station.
 BJ3909
 BJ3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP837681(NAD 83)
 BJ3909_MARKER: DB = BENCH MARK DISK
 BJ3909_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3909_SP_SET: HEADWALL
 BJ3909_STAMPING: 3-87 1987
 BJ3909_MARK LOGO: LA-033
 BJ3909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3909+STABILITY: SURFACE MOTION
 BJ3909
 BJ3909  HISTORY     - Date     Condition        Report By
 BJ3909  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3909  HISTORY     - 20050310 GOOD             SJB
 BJ3909
 BJ3909                          STATION DESCRIPTION
 BJ3909
 BJ3909'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3909'IN BATON ROUGE.
 BJ3909'LOCATED SOUTH OF THE CITY OF BATON ROUGE JUST WEST OF THE
 BJ3909'INTERSECTION OF AIRLINE HIGHWAY AND OLD HAMMOND HIGHWAY SET IN THE
 BJ3909'NORTHWEST CORNER OF A BRIDGE ON OLD HAMMOND HIGHWAY NEAR HOME DEPOT
 BJ3909'STORE, 1.8 METERS (6 FEET) EAST OF THE NORTHWEST CORNER OF BRIDGE SET
 BJ3909'ON THE ROAD NEAR BRIDGE RAIL.
 BJ3909'THE MARK IS 2.87 METERS  SE FROM A WITNESS POST.
 BJ3909'THE MARK IS ABOVE LEVEL WITH .
 BJ3909
 BJ3909                          STATION RECOVERY (2005)
 BJ3909
 BJ3909'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ3909'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0019 ***********************************************************************
 BJ0019  DESIGNATION -  3 A BOLT
 BJ0019  PID         -  BJ0019
 BJ0019  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0019  USGS QUAD   -  INNIS (1994)
 BJ0019
 BJ0019                         *CURRENT SURVEY CONTROL
 BJ0019  ___________________________________________________________________
 BJ0019* NAD 83(1986)-  30 54 34.     (N)    091 39 55.     (W)     SCALED    
 BJ0019* NAVD 88     -        13.908  (meters)      45.63   (feet)  ADJUSTED  
 BJ0019  ___________________________________________________________________
 BJ0019  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0019  DYNAMIC HT  -          13.890 (meters)      45.57  (feet)  COMP
 BJ0019  MODELED GRAV-     979,380.4   (mgal)                       NAVD 88
 BJ0019
 BJ0019  VERT ORDER  -  FIRST     CLASS I
 BJ0019
 BJ0019.The horizontal coordinates were scaled from a topographic map and have
 BJ0019.an estimated accuracy of +/- 6 seconds.
 BJ0019
 BJ0019.The orthometric height was determined by differential leveling
 BJ0019.and adjusted by the National Geodetic Survey in February 1994..
 BJ0019
 BJ0019.The geoid height was determined by GEOID03.
 BJ0019
 BJ0019.The dynamic height is computed by dividing the NAVD 88
 BJ0019.geopotential number by the normal gravity value computed on the
 BJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0019.degrees latitude (g = 980.6199 gals.).
 BJ0019
 BJ0019.The modeled gravity was interpolated from observed gravity values.
 BJ0019
 BJ0019;                    North         East    Units  Estimated Accuracy
 BJ0019;SPC LA S     -   267,130.      968,270.      MT  (+/- 180 meters Scaled)
 BJ0019
 BJ0019                          SUPERSEDED SURVEY CONTROL
 BJ0019
 BJ0019  NAVD 88 (06/15/91)   13.937  (m)           45.73   (f) UNKNOWN     1 1
 BJ0019  NGVD 29 (??/??/??)   13.893  (m)           45.58   (f) ADJUSTED    1 1
 BJ0019
 BJ0019.Superseded values are not recommended for survey control.
 BJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0019.See file dsdata.txt to determine how the superseded data were derived.
 BJ0019
 BJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ275203(NAD 83)
 BJ0019_MARKER: B = BOLT
 BJ0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0019_STAMPING: PBM 3 A 1939
 BJ0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0019
 BJ0019  HISTORY     - Date     Condition        Report By
 BJ0019  HISTORY     - 1939     MONUMENTED       DOD
 BJ0019  HISTORY     - 1964     GOOD             CGS
 BJ0019  HISTORY     - 1976     GOOD             NGS
 BJ0019
 BJ0019                          STATION DESCRIPTION
 BJ0019
 BJ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0019'0.9 MI N FROM WILLIAMSPORT.
 BJ0019'ABOUT 0.9 MILE NORTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS CHURCH
 BJ0019'AT WILLIAMSPORT, 293 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 BJ0019'SOUTH OF THE CENTER LINE OF A PRIVATE TRAIL ROAD, 90 FEET WEST OF A
 BJ0019'POWER POLE BEARING A TRANSFORMER, 90 FEET EAST OF A 36-INCH PECAN
 BJ0019'TREE, ABOUT LEVEL WITH THE ROAD, A COPPER BOLT SET IN CONCRETE ABOUT 2
 BJ0019'1/2 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 BJ0019'A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 18 INCHES.
 BJ0019
 BJ0019                          STATION RECOVERY (1976)
 BJ0019
 BJ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0019'0.9 MILES NORTH ALONG STATE HIGHWAY 418 FROM THE ST. STEPHENS CHURCH
 BJ0019'AT WILLIAMSPORT, 0.45 MILES NORTH OF THE PLEASANT GROVE CHURCH, 92 FT
 BJ0019'EAST OF A 48 INCH PECAN TREE, 90 FT WEST OF POWER LINE POLE NO. 42, 89
 BJ0019'YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FT SOUTH OF THE CENTER
 BJ0019'LINE OF A PRIVATE FARM ROAD, A COPPER BOLT SET IN CONCRETE ABOUT 2.5
 BJ0019'FT BELOW THE GROUND, ACCESS IS HAD THROUGH A 4 INCH IRON PIPE AND CAP
 BJ0019'STAMPED PBM 3 A 1939 THAT PROJECTS 24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2619 ***********************************************************************
 BJ2619  DESIGNATION -  3 A CAP
 BJ2619  PID         -  BJ2619
 BJ2619  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2619  USGS QUAD   -  INNIS (1994)
 BJ2619
 BJ2619                         *CURRENT SURVEY CONTROL
 BJ2619  ___________________________________________________________________
 BJ2619* NAD 83(1986)-  30 54 34.     (N)    091 39 55.     (W)     SCALED    
 BJ2619* NAVD 88     -        15.14   (+/-2cm)      49.7    (feet)  VERTCON   
 BJ2619  ___________________________________________________________________
 BJ2619  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ2619
 BJ2619  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2619
 BJ2619.The horizontal coordinates were scaled from a topographic map and have
 BJ2619.an estimated accuracy of +/- 6 seconds.
 BJ2619
 BJ2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2619.The vertical order pertains to the NGVD 29 superseded value.
 BJ2619
 BJ2619.The geoid height was determined by GEOID03.
 BJ2619
 BJ2619;                    North         East    Units  Estimated Accuracy
 BJ2619;SPC LA S     -   267,130.      968,270.      MT  (+/- 180 meters Scaled)
 BJ2619
 BJ2619                          SUPERSEDED SURVEY CONTROL
 BJ2619
 BJ2619  NGVD 29 (??/??/??)   15.125  (m)           49.62   (f) ADJUSTED    1 2
 BJ2619
 BJ2619.Superseded values are not recommended for survey control.
 BJ2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2619.See file dsdata.txt to determine how the superseded data were derived.
 BJ2619
 BJ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ275203(NAD 83)
 BJ2619_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2619_STAMPING: PBM 3 A 1939
 BJ2619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2619
 BJ2619  HISTORY     - Date     Condition        Report By
 BJ2619  HISTORY     - 1939     MONUMENTED       DOD
 BJ2619  HISTORY     - 1964     GOOD             CGS
 BJ2619
 BJ2619                          STATION DESCRIPTION
 BJ2619
 BJ2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2619'0.9 MI N FROM WILLIAMSPORT.
 BJ2619'ABOUT 0.9 MILE NORTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS CHURCH
 BJ2619'AT WILLIAMSPORT, 293 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 BJ2619'SOUTH OF THE CENTER LINE OF A PRIVATE TRAIL ROAD, 90 FEET WEST OF A
 BJ2619'POWER POLE BEARING A TRANSFORMER, 90 FEET EAST OF A 36-INCH PECAN
 BJ2619'TREE, ABOUT LEVEL WITH THE ROAD, A 4-INCH RION PIPE BEARING A CAP
 BJ2619'WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0023 ***********************************************************************
 BJ0023  DESIGNATION -  3 ABLDAPA
 BJ0023  PID         -  BJ0023
 BJ0023  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0023  USGS QUAD   -  BATCHELOR (1973)
 BJ0023
 BJ0023                         *CURRENT SURVEY CONTROL
 BJ0023  ___________________________________________________________________
 BJ0023* NAD 83(1986)-  30 51 58.     (N)    091 40 17.     (W)     SCALED    
 BJ0023* NAVD 88     -        13.431  (meters)      44.06   (feet)  ADJUSTED  
 BJ0023  ___________________________________________________________________
 BJ0023  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0023  DYNAMIC HT  -          13.414 (meters)      44.01  (feet)  COMP
 BJ0023  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 BJ0023
 BJ0023  VERT ORDER  -  FIRST     CLASS I
 BJ0023
 BJ0023.The horizontal coordinates were scaled from a topographic map and have
 BJ0023.an estimated accuracy of +/- 6 seconds.
 BJ0023
 BJ0023.The orthometric height was determined by differential leveling
 BJ0023.and adjusted by the National Geodetic Survey in February 1994..
 BJ0023
 BJ0023.The geoid height was determined by GEOID03.
 BJ0023
 BJ0023.The dynamic height is computed by dividing the NAVD 88
 BJ0023.geopotential number by the normal gravity value computed on the
 BJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0023.degrees latitude (g = 980.6199 gals.).
 BJ0023
 BJ0023.The modeled gravity was interpolated from observed gravity values.
 BJ0023
 BJ0023;                    North         East    Units  Estimated Accuracy
 BJ0023;SPC LA S     -   262,330.      967,670.      MT  (+/- 180 meters Scaled)
 BJ0023
 BJ0023                          SUPERSEDED SURVEY CONTROL
 BJ0023
 BJ0023  NAVD 88 (06/15/91)   13.461  (m)           44.16   (f) UNKNOWN     1 1
 BJ0023  NGVD 29 (??/??/??)   13.419  (m)           44.03   (f) ADJUSTED    1 1
 BJ0023
 BJ0023.Superseded values are not recommended for survey control.
 BJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0023.See file dsdata.txt to determine how the superseded data were derived.
 BJ0023
 BJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ270155(NAD 83)
 BJ0023_MARKER: Z = SEE DESCRIPTION
 BJ0023_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0023_SP_SET: 89 FT IRON PIPE
 BJ0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0023
 BJ0023  HISTORY     - Date     Condition        Report By
 BJ0023  HISTORY     - 1975     MONUMENTED       USE
 BJ0023  HISTORY     - 1976     GOOD             NGS
 BJ0023
 BJ0023                          STATION DESCRIPTION
 BJ0023
 BJ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0023'2.2 MI SOUTH FROM WILLIAMSPORT.
 BJ0023'1.4 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE ST. STEPHENS CHURCH
 BJ0023'AT WILLIAMSPORT, THENCE 0.8 MILE SOUTH ALONG A ASPHALT ROAD, 0.5 MILE
 BJ0023'NORTHWEST OF A RADIO TOWER, 26 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0023'ROAD, 7 FT NORTHEAST OF A FENCE, A 1 INCH IRON PIPE WITH CAP DRIVEN TO
 BJ0023'A DEPTH OF 89 FT AND ENCASED IN A 2 INCH IRON PIPE BORED TO A DEPTH
 BJ0023'OF 78 FT WITH A 3 INCH SCREW CAP FOR A ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0881 ***********************************************************************
 BX0881  DESIGNATION -  3 BOLT
 BX0881  PID         -  BX0881
 BX0881  STATE/COUNTY-  LA/RAPIDES
 BX0881  USGS QUAD   -  LATANIER (1993)
 BX0881
 BX0881                         *CURRENT SURVEY CONTROL
 BX0881  ___________________________________________________________________
 BX0881* NAD 83(1986)-  31 10 08.     (N)    092 16 29.     (W)     SCALED    
 BX0881* NAVD 88     -        19.77   (+/-2cm)      64.9    (feet)  VERTCON   
 BX0881  ___________________________________________________________________
 BX0881  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BX0881
 BX0881  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0881
 BX0881.The horizontal coordinates were scaled from a topographic map and have
 BX0881.an estimated accuracy of +/- 6 seconds.
 BX0881
 BX0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0881.The vertical order pertains to the NGVD 29 superseded value.
 BX0881
 BX0881.The geoid height was determined by GEOID03.
 BX0881
 BX0881;                    North         East    Units  Estimated Accuracy
 BX0881;SPC LA N     -    74,190.    1,021,480.      MT  (+/- 180 meters Scaled)
 BX0881
 BX0881                          SUPERSEDED SURVEY CONTROL
 BX0881
 BX0881  NGVD 29 (??/??/??)   19.750  (m)           64.80   (f) ADJUSTED    1 2
 BX0881
 BX0881.Superseded values are not recommended for survey control.
 BX0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0881.See file dsdata.txt to determine how the superseded data were derived.
 BX0881
 BX0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ691485(NAD 83)
 BX0881_MARKER: B = BOLT
 BX0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0881_SP_SET: SLAB
 BX0881_STAMPING: 3 1929 69
 BX0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0881
 BX0881  HISTORY     - Date     Condition        Report By
 BX0881  HISTORY     - 1929     MONUMENTED       DOD
 BX0881  HISTORY     - 1966     GOOD             CGS
 BX0881
 BX0881                          STATION DESCRIPTION
 BX0881
 BX0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0881'IN POLAND.
 BX0881'AT POLAND, IN SECTION 9, T 2 N, R 2 E, ABOUT 136 YARDS NORTHEAST OF
 BX0881'THE NORTHEAST CORNER OF THE HIGH SCHOOL AND GRAMMAR SCHOOL, ON THE
 BX0881'PROPERTY OF THE RAPIDES PARISH SCHOOL BOARD, 204 FEET NORTHEAST OF THE
 BX0881'CENTER LINE OF STATE ROAD 457, 64 FEET WEST OF THE CENTER LINE OF A
 BX0881'GRAVELED ROAD, 114 1/2 FEET NORTHEAST OF A 36-INCH SYCAMORE TREE, 109
 BX0881'1/2 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE HOUSE, 65 FEET
 BX0881'NORTHWEST OF A POWER POLE, 29 FEET SOUTH OF A FENCE, 5 FEET NORTHEAST
 BX0881'OF A FIG TREE, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 BX0881'FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 BX0881'PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2059 ***********************************************************************
 BJ2059  DESIGNATION -  3 C
 BJ2059  PID         -  BJ2059
 BJ2059  STATE/COUNTY-  LA/ST MARTIN
 BJ2059  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2059
 BJ2059                         *CURRENT SURVEY CONTROL
 BJ2059  ___________________________________________________________________
 BJ2059* NAD 83(1986)-  30 07 16.     (N)    091 29 30.     (W)     SCALED    
 BJ2059* NAVD 88     -         3.18   (+/-2cm)      10.4    (feet)  VERTCON   
 BJ2059  ___________________________________________________________________
 BJ2059  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ2059
 BJ2059  VERT ORDER  -  ? (See Below)
 BJ2059
 BJ2059.The horizontal coordinates were scaled from a topographic map and have
 BJ2059.an estimated accuracy of +/- 6 seconds.
 BJ2059
 BJ2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2059.The vertical order pertains to the NGVD 29 superseded value.
 BJ2059
 BJ2059.The geoid height was determined by GEOID03.
 BJ2059
 BJ2059;                    North         East    Units  Estimated Accuracy
 BJ2059;SPC LA S     -   179,700.      984,740.      MT  (+/- 180 meters Scaled)
 BJ2059
 BJ2059                          SUPERSEDED SURVEY CONTROL
 BJ2059
 BJ2059  NGVD 29 (??/??/??)    3.203  (m)           10.51   (f) ADJUSTED    ?  
 BJ2059
 BJ2059.Superseded values are not recommended for survey control.
 BJ2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2059.See file dsdata.txt to determine how the superseded data were derived.
 BJ2059
 BJ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP453331(NAD 83)
 BJ2059_MARKER: S = SPIKE
 BJ2059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2059_SP_SET: TREE
 BJ2059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2059
 BJ2059  HISTORY     - Date     Condition        Report By
 BJ2059  HISTORY     - UNK      MONUMENTED       DOD
 BJ2059  HISTORY     - 1936     GOOD             DOD
 BJ2059
 BJ2059                          STATION DESCRIPTION
 BJ2059
 BJ2059'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2059'2.6 MI SE FROM BAYOU CHENE.
 BJ2059'ABOUT 2.6 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2059'MARTIN PARISH, ON THE WEST BANK OF BIG BAYOU CHENE, ABOUT 0.5 MILE
 BJ2059'NORTH OF THE UPPER END OF LAKE CHICOT, ABOUT 1,500 FEET BELOW DEAD MAN
 BJ2059'BAYOU, ABOUT 75 FEET LANDWARD FROM THE BAYOU BANK, IN A BLAZED 10-INCH
 BJ2059'PIGNUT TREE, AND ABOUT 1.6 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4053 ***********************************************************************
 BJ4053  DESIGNATION -  3 C
 BJ4053  PID         -  BJ4053
 BJ4053  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4053  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4053
 BJ4053                         *CURRENT SURVEY CONTROL
 BJ4053  ___________________________________________________________________
 BJ4053* NAD 83(1986)-  30 25 41.     (N)    091 11 02.     (W)     SCALED    
 BJ4053* NAVD 88     -        12.341  (meters)      40.49   (feet)  ADJUSTED  
 BJ4053  ___________________________________________________________________
 BJ4053  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4053  DYNAMIC HT  -          12.325 (meters)      40.44  (feet)  COMP
 BJ4053  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 BJ4053
 BJ4053  VERT ORDER  -  SECOND    CLASS II
 BJ4053
 BJ4053.The horizontal coordinates were scaled from a topographic map and have
 BJ4053.an estimated accuracy of +/- 6 seconds.
 BJ4053
 BJ4053.The orthometric height was determined by differential leveling
 BJ4053.and adjusted by the National Geodetic Survey in February 1994..
 BJ4053
 BJ4053.The geoid height was determined by GEOID03.
 BJ4053
 BJ4053.The dynamic height is computed by dividing the NAVD 88
 BJ4053.geopotential number by the normal gravity value computed on the
 BJ4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4053.degrees latitude (g = 980.6199 gals.).
 BJ4053
 BJ4053.The modeled gravity was interpolated from observed gravity values.
 BJ4053
 BJ4053;                    North         East    Units  Estimated Accuracy
 BJ4053;SPC LA S     -   213,730.    1,014,360.      MT  (+/- 180 meters Scaled)
 BJ4053
 BJ4053                          SUPERSEDED SURVEY CONTROL
 BJ4053
 BJ4053.No superseded survey control is available for this station.
 BJ4053
 BJ4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP744676(NAD 83)
 BJ4053_MARKER: DB = BENCH MARK DISK
 BJ4053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4053_SP_SET: CONCRETE POST
 BJ4053_STAMPING: 3 C
 BJ4053_MARK LOGO: LA-033
 BJ4053_PROJECTION: FLUSH
 BJ4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4053+STABILITY: SURFACE MOTION
 BJ4053
 BJ4053  HISTORY     - Date     Condition        Report By
 BJ4053  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4053  HISTORY     - 1987     GOOD             LA-033
 BJ4053
 BJ4053                          STATION DESCRIPTION
 BJ4053
 BJ4053'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4053'IN BATON ROUGE.
 BJ4053'ABOUT 0.97 KM (0.6 MI) SOUTH OF THE HIGHLAND ROAD EXIT OFF INTERSTATE
 BJ4053'10 TO THE BENCH MARK ON THE WEST SIDE OF HIGHLAND ROAD AND NORTH OF
 BJ4053'WEST HARRISON STREET, 33.2 METERS (109 FT) NORTH OF THE CENTERLINE OF
 BJ4053'WEST HARRISON STREET, 8.5 METERS (28 FT) WEST OF THE CENTERLINE OF
 BJ4053'HIGHLAND ROAD AND 3.7 METERS (12 FT) SOUTHWEST OF A POWER POLE SET AT
 BJ4053'THE NORTH END OF A RETAINING WALL AT HOUSE NO. 1962 HIGHLAND ROAD.
 BJ4053'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ4053'THE MARK IS ABOVE LEVEL WITH HIGHLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0033 ***********************************************************************
 CQ0033  DESIGNATION -  3 C OF WM
 CQ0033  PID         -  CQ0033
 CQ0033  STATE/COUNTY-  LA/OUACHITA
 CQ0033  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0033
 CQ0033                         *CURRENT SURVEY CONTROL
 CQ0033  ___________________________________________________________________
 CQ0033* NAD 83(1986)-  32 30 20.     (N)    092 07 47.     (W)     SCALED    
 CQ0033* NAVD 88     -        23.636  (meters)      77.55   (feet)  ADJUSTED  
 CQ0033  ___________________________________________________________________
 CQ0033  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0033  DYNAMIC HT  -          23.610 (meters)      77.46  (feet)  COMP
 CQ0033  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 CQ0033
 CQ0033  VERT ORDER  -  FIRST     CLASS I
 CQ0033
 CQ0033.The horizontal coordinates were scaled from a topographic map and have
 CQ0033.an estimated accuracy of +/- 6 seconds.
 CQ0033
 CQ0033.The orthometric height was determined by differential leveling
 CQ0033.and adjusted by the National Geodetic Survey in June 1991..
 CQ0033
 CQ0033.The geoid height was determined by GEOID03.
 CQ0033
 CQ0033.The dynamic height is computed by dividing the NAVD 88
 CQ0033.geopotential number by the normal gravity value computed on the
 CQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0033.degrees latitude (g = 980.6199 gals.).
 CQ0033
 CQ0033.The modeled gravity was interpolated from observed gravity values.
 CQ0033
 CQ0033;                    North         East    Units  Estimated Accuracy
 CQ0033;SPC LA N     -   222,430.    1,034,790.      MT  (+/- 180 meters Scaled)
 CQ0033
 CQ0033                          SUPERSEDED SURVEY CONTROL
 CQ0033
 CQ0033  NGVD 29 (??/??/??)   23.683  (m)           77.70   (f) ADJUSTED    1 1
 CQ0033
 CQ0033.Superseded values are not recommended for survey control.
 CQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0033.See file dsdata.txt to determine how the superseded data were derived.
 CQ0033
 CQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR817968(NAD 83)
 CQ0033_MARKER: B = BOLT
 CQ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0033_STAMPING: BM NO 3 78.26
 CQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0033+STABILITY: SURFACE MOTION
 CQ0033
 CQ0033  HISTORY     - Date     Condition        Report By
 CQ0033  HISTORY     - UNK      MONUMENTED       LA2410
 CQ0033  HISTORY     - 1969     GOOD             CGS
 CQ0033  HISTORY     - 20030301 GOOD             USPSQD
 CQ0033
 CQ0033                          STATION DESCRIPTION
 CQ0033
 CQ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0033'1.55 MI NW FROM MONROE.
 CQ0033'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0033'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0033'THENCE 0.55 MILE WEST ALONG U.S. HIGHWAY 80, 0.25 MILE WEST OF THE
 CQ0033'SOUTHWEST END OF THE HIGHWAY BRIDGE OVER THE OUACHITA RIVER, 35 FEET
 CQ0033'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 80 WHICH IS CYPRESS
 CQ0033'STREET, 25 FEET SOUTHEAST OF THE CENTER LINE OF VERNON STREET, 22 FEET
 CQ0033'WEST OF THE WEST CORNER OF HOUSE NUMBER 614, 11 FEET NORTHEAST OF THE
 CQ0033'NORTHEAST EDGE OF A NORTHWEST-SOUTHEAST SIDEWALK, 1/2 FOOT SOUTHEAST
 CQ0033'OF THE SOUTHEAST EDGE OF A NORTHEAST-SOUTHWEST SIDEWALK, ABOUT LEVEL
 CQ0033'WITH THE STREETS, A COPPER BOLT IN THE TOP OF A CONCRETE POST WHICH IS
 CQ0033'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 CQ0033
 CQ0033                          STATION RECOVERY (2003)
 CQ0033
 CQ0033'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEG)
 CQ0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0882 ***********************************************************************
 BX0882  DESIGNATION -  3 CAP
 BX0882  PID         -  BX0882
 BX0882  STATE/COUNTY-  LA/RAPIDES
 BX0882  USGS QUAD   -  LATANIER (1993)
 BX0882
 BX0882                         *CURRENT SURVEY CONTROL
 BX0882  ___________________________________________________________________
 BX0882* NAD 83(1986)-  31 10 05.     (N)    092 16 29.     (W)     SCALED    
 BX0882* NAVD 88     -        20.872  (meters)      68.48   (feet)  ADJUSTED  
 BX0882  ___________________________________________________________________
 BX0882  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BX0882  DYNAMIC HT  -          20.846 (meters)      68.39  (feet)  COMP
 BX0882  MODELED GRAV-     979,394.0   (mgal)                       NAVD 88
 BX0882
 BX0882  VERT ORDER  -  FIRST     CLASS I
 BX0882
 BX0882.The horizontal coordinates were scaled from a topographic map and have
 BX0882.an estimated accuracy of +/- 6 seconds.
 BX0882
 BX0882.The orthometric height was determined by differential leveling
 BX0882.and adjusted by the National Geodetic Survey in February 1994..
 BX0882
 BX0882.The geoid height was determined by GEOID03.
 BX0882
 BX0882.The dynamic height is computed by dividing the NAVD 88
 BX0882.geopotential number by the normal gravity value computed on the
 BX0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0882.degrees latitude (g = 980.6199 gals.).
 BX0882
 BX0882.The modeled gravity was interpolated from observed gravity values.
 BX0882
 BX0882;                    North         East    Units  Estimated Accuracy
 BX0882;SPC LA N     -    74,100.    1,021,480.      MT  (+/- 180 meters Scaled)
 BX0882
 BX0882                          SUPERSEDED SURVEY CONTROL
 BX0882
 BX0882  NAVD 88 (06/15/91)   20.875  (m)           68.49   (f) UNKNOWN     1 1
 BX0882  NGVD 29 (??/??/??)   20.848  (m)           68.40   (f) ADJUSTED    1 1
 BX0882
 BX0882.Superseded values are not recommended for survey control.
 BX0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0882.See file dsdata.txt to determine how the superseded data were derived.
 BX0882
 BX0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ691484(NAD 83)
 BX0882_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0882_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0882_STAMPING: 3 1929 69
 BX0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0882
 BX0882  HISTORY     - Date     Condition        Report By
 BX0882  HISTORY     - 1929     MONUMENTED       DOD
 BX0882  HISTORY     - 1966     GOOD             CGS
 BX0882  HISTORY     - 1977     GOOD             NGS
 BX0882
 BX0882                          STATION DESCRIPTION
 BX0882
 BX0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0882'3 1929 69 FROM IN POLAND.
 BX0882'AT POLAND, IN SECTION 9, T 2 N, R 2 E, ABOUT 136 YARDS NORTHEAST OF
 BX0882'THE NORTHEAST CORNER OF THE HIGH SCHOOL AND GRAMMAR SCHOOL, ON THE
 BX0882'PROPERTY OF THE RAPIDES PARISH SCHOOL BOARD, 204 FEET NORTHEAST OF THE
 BX0882'CENTER LINE OF STATE ROAD 457, 64 FEET WEST OF THE CENTER LINE OF A
 BX0882'GRAVELED ROAD, 114 1/2 FEET NORTHEAST OF A 36-INCH SYCAMORE TREE, 109
 BX0882'1/2 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE HOUSE, 65 FEET
 BX0882'NORTHWEST OF A POWER POLE, 29 FEET SOUTH OF A FENCE, 5 FEET NORTHEAST
 BX0882'OF A BIG TREE A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1
 BX0882'FOOT.
 BX0882
 BX0882                          STATION RECOVERY (1977)
 BX0882
 BX0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1329 ***********************************************************************
 CP1329  DESIGNATION -  3 CAP
 CP1329  PID         -  CP1329
 CP1329  STATE/COUNTY-  LA/MADISON
 CP1329  USGS QUAD   -  MOUND (1973)
 CP1329
 CP1329                         *CURRENT SURVEY CONTROL
 CP1329  ___________________________________________________________________
 CP1329* NAD 83(1986)-  32 21 21.     (N)    091 04 20.     (W)     SCALED    
 CP1329* NAVD 88     -        28.274  (meters)      92.76   (feet)  ADJUSTED  
 CP1329  ___________________________________________________________________
 CP1329  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP1329  DYNAMIC HT  -          28.242 (meters)      92.66  (feet)  COMP
 CP1329  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CP1329
 CP1329  VERT ORDER  -  FIRST     CLASS I
 CP1329
 CP1329.The horizontal coordinates were scaled from a topographic map and have
 CP1329.an estimated accuracy of +/- 6 seconds.
 CP1329
 CP1329.The orthometric height was determined by differential leveling
 CP1329.and adjusted by the National Geodetic Survey in June 1991..
 CP1329
 CP1329.The geoid height was determined by GEOID03.
 CP1329
 CP1329.The dynamic height is computed by dividing the NAVD 88
 CP1329.geopotential number by the normal gravity value computed on the
 CP1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1329.degrees latitude (g = 980.6199 gals.).
 CP1329
 CP1329.The modeled gravity was interpolated from observed gravity values.
 CP1329
 CP1329;                    North         East    Units  Estimated Accuracy
 CP1329;SPC LA N     -   206,650.    1,134,380.      MT  (+/- 180 meters Scaled)
 CP1329
 CP1329                          SUPERSEDED SURVEY CONTROL
 CP1329
 CP1329  NGVD 29 (??/??/??)   28.273  (m)           92.76   (f) ADJUSTED    1 1
 CP1329
 CP1329.Superseded values are not recommended for survey control.
 CP1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1329.See file dsdata.txt to determine how the superseded data were derived.
 CP1329
 CP1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR813815(NAD 83)
 CP1329_MARKER: P = PIPE CAP
 CP1329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1329
 CP1329  HISTORY     - Date     Condition        Report By
 CP1329  HISTORY     - UNK      MONUMENTED       DOD
 CP1329  HISTORY     - 1968     GOOD             NGS
 CP1329
 CP1329                          STATION DESCRIPTION
 CP1329
 CP1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1329'7.95 MI E FROM TALLULAH.
 CP1329'7.75 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1329'COURTHOUSE AT TALLULAH, THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD,
 CP1329'THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD, AT THE MOST NORTHERLY
 CP1329'OF 3 HOUSES, 67 FEET WEST OF THE CENTER LINE OF THE ROAD, 45 1/2 FEET
 CP1329'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 90 FEET NORTHEAST OF
 CP1329'THE NORTHEAST CORNER OF THE MIDDLE HOUSE, 15 FEET NORTH OF A GROUP OF
 CP1329'GAS METERS, 14 FEET SOUTH OF A 40-INCH PECAN TREE, ABOUT 5 FEET ABOVE
 CP1329'THE ROAD, A U.S. ENGINEERS CAP ON THE TOP OF A 4-INCH IRON PIPE WHICH
 CP1329'PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND. 1/4, SEC 38, T
 CP1329'16N, R 14E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0443 ***********************************************************************
 BJ0443  DESIGNATION -  3 CHA
 BJ0443  PID         -  BJ0443
 BJ0443  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0443  USGS QUAD   -  PORT HUDSON (1994)
 BJ0443
 BJ0443                         *CURRENT SURVEY CONTROL
 BJ0443  ___________________________________________________________________
 BJ0443* NAD 83(1986)-  30 44 42.     (N)    091 19 25.     (W)     SCALED    
 BJ0443* NAVD 88     -        30.355  (meters)      99.59   (feet)  ADJUSTED  
 BJ0443  ___________________________________________________________________
 BJ0443  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0443  DYNAMIC HT  -          30.316 (meters)      99.46  (feet)  COMP
 BJ0443  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 BJ0443
 BJ0443  VERT ORDER  -  FIRST     CLASS I
 BJ0443
 BJ0443.The horizontal coordinates were scaled from a topographic map and have
 BJ0443.an estimated accuracy of +/- 6 seconds.
 BJ0443
 BJ0443.The orthometric height was determined by differential leveling
 BJ0443.and adjusted by the National Geodetic Survey in February 1994..
 BJ0443
 BJ0443.The geoid height was determined by GEOID03.
 BJ0443
 BJ0443.The dynamic height is computed by dividing the NAVD 88
 BJ0443.geopotential number by the normal gravity value computed on the
 BJ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0443.degrees latitude (g = 980.6199 gals.).
 BJ0443
 BJ0443.The modeled gravity was interpolated from observed gravity values.
 BJ0443
 BJ0443;                    North         East    Units  Estimated Accuracy
 BJ0443;SPC LA S     -   248,850.    1,000,930.      MT  (+/- 180 meters Scaled)
 BJ0443
 BJ0443                          SUPERSEDED SURVEY CONTROL
 BJ0443
 BJ0443  NGVD 29 (??/??/??)   30.342  (m)           99.55   (f) ADJUSTED    1 1
 BJ0443
 BJ0443.Superseded values are not recommended for survey control.
 BJ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0443.See file dsdata.txt to determine how the superseded data were derived.
 BJ0443
 BJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ604025(NAD 83)
 BJ0443_MARKER: DD = SURVEY DISK
 BJ0443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0443_SP_SET: ROD DRIVEN TO REFUSAL
 BJ0443_STAMPING: CHA NO 3
 BJ0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0443
 BJ0443  HISTORY     - Date     Condition        Report By
 BJ0443  HISTORY     - UNK      MONUMENTED       LOCENG
 BJ0443  HISTORY     - 1976     GOOD             NGS
 BJ0443
 BJ0443                          STATION DESCRIPTION
 BJ0443
 BJ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0443'5.75 MI SE FROM ST FRANCISVILLE.
 BJ0443'1.85 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0443'HIGHWAY 10 AT ST. FRANCISVILLE, THENCE 3.9 MILES SOUTH ALONG STATE
 BJ0443'HIGHWAY 965 (POWELL STATION ROAD), 0.15 MILE NORTHEAST OF THE
 BJ0443'CROSSING OF THE ILLINOIS CENTRAL RAILROAD, 48 FT NORTHWEST OF THE
 BJ0443'CENTER LINE OF THE HIGHWAY, 37.5 FT NORTH OF A POWER LINE POLE,
 BJ0443'PROTECTED BY A 3X3 FT IRON PIPE GUARD FENCE.  A DISK ON THE TOP
 BJ0443'OF A ROD DRIVEN TO REFUSAL.ESTABLISHED BY C. HODGES AND ASSOC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1538 ***********************************************************************
 CP1538  DESIGNATION -  3 DIETZE
 CP1538  PID         -  CP1538
 CP1538  STATE/COUNTY-  LA/MADISON
 CP1538  USGS QUAD   -  BEDFORD (1963)
 CP1538
 CP1538                         *CURRENT SURVEY CONTROL
 CP1538  ___________________________________________________________________
 CP1538* NAD 83(1986)-  32 14 44.     (N)    091 01 45.     (W)     SCALED    
 CP1538* NAVD 88     -        22.89   (+/-2cm)      75.1    (feet)  VERTCON   
 CP1538  ___________________________________________________________________
 CP1538  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1538
 CP1538  VERT ORDER  -  ? (See Below)
 CP1538
 CP1538.The horizontal coordinates were scaled from a topographic map and have
 CP1538.an estimated accuracy of +/- 6 seconds.
 CP1538
 CP1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1538.The vertical order pertains to the NGVD 29 superseded value.
 CP1538
 CP1538.The geoid height was determined by GEOID03.
 CP1538
 CP1538;                    North         East    Units  Estimated Accuracy
 CP1538;SPC LA N     -   194,480.    1,138,600.      MT  (+/- 180 meters Scaled)
 CP1538
 CP1538                          SUPERSEDED SURVEY CONTROL
 CP1538
 CP1538  NGVD 29 (??/??/92)   22.924  (m)           75.21   (f) ADJ UNCH    ?  
 CP1538
 CP1538.Superseded values are not recommended for survey control.
 CP1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1538.See file dsdata.txt to determine how the superseded data were derived.
 CP1538
 CP1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR856693(NAD 83)
 CP1538_MARKER: P = PIPE CAP
 CP1538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1538_SP_SET: CONCRETE BLOCK
 CP1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1538
 CP1538  HISTORY     - Date     Condition        Report By
 CP1538  HISTORY     - UNK      MONUMENTED       DOD
 CP1538  HISTORY     - 1934     GOOD             DOD
 CP1538
 CP1538                          STATION DESCRIPTION
 CP1538
 CP1538'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1538'5.5 MI E FROM KING.
 CP1538'ABOUT 5.5 MILES EAST ALONG THE LEVEE FROM KING, MADISON PARISH. P.B.M.
 CP1538'IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 CP1538'MISSISSIPPI RIVER, IN MADISON PARISH, LA., ON UPSTREAM END OF ED.
 CP1538'HUNTERS PLANTATION.  2-1/2 METERS N. OF N. FENCE AROUND TRIANGULAR
 CP1538'SHAPED GARDEN IN REAR OF HOUSE OCCUPIED BY JESSIE HUNTER.  172 METERS
 CP1538'DOWNSTREAM AND LANDSIDE OF A PROMINENT ANGLE TO LEFT IN NEW LEVEE AND
 CP1538'167 METERS UPSTREAM AND LANDWARD FROM LANDSIDE TOE OF RAMP.  NOTE--
 CP1538'BLAZED TREES-- 15 IN. COTTONWOOD 145 DEG. - 55.1 METERS.  25 IN.
 CP1538'CYPRESS 219 DEG.- 46.2 METERS.  18 IN TWIN HACKBERRY 280 DEG.-37.2
 CP1538'METERS.  30 IN. COTTONWOOD 111 DEG.-24.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0031 ***********************************************************************
 BW0031  DESIGNATION -  3 GDS USGS
 BW0031  PID         -  BW0031
 BW0031  STATE/COUNTY-  LA/CONCORDIA
 BW0031  USGS QUAD   -  FORT ADAMS (1965)
 BW0031
 BW0031                         *CURRENT SURVEY CONTROL
 BW0031  ___________________________________________________________________
 BW0031* NAD 83(1986)-  31 02 57.     (N)    091 35 04.     (W)     SCALED    
 BW0031* NAVD 88     -        15.65   (+/-2cm)      51.3    (feet)  VERTCON   
 BW0031  ___________________________________________________________________
 BW0031  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0031
 BW0031  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0031
 BW0031.The horizontal coordinates were scaled from a topographic map and have
 BW0031.an estimated accuracy of +/- 6 seconds.
 BW0031
 BW0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0031.The vertical order pertains to the NGVD 29 superseded value.
 BW0031
 BW0031.The geoid height was determined by GEOID03.
 BW0031
 BW0031;                    North         East    Units  Estimated Accuracy
 BW0031;SPC LA N     -    61,260.    1,087,400.      MT  (+/- 180 meters Scaled)
 BW0031
 BW0031                          SUPERSEDED SURVEY CONTROL
 BW0031
 BW0031  NGVD 29 (??/??/92)   15.63   (m)           51.3    (f) COMPUTED    1 2
 BW0031
 BW0031.Superseded values are not recommended for survey control.
 BW0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0031.See file dsdata.txt to determine how the superseded data were derived.
 BW0031
 BW0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ350359(NAD 83)
 BW0031_MARKER: DD = SURVEY DISK
 BW0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0031_STAMPING: 3 GDS 1964
 BW0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0031+STABILITY: SURFACE MOTION
 BW0031
 BW0031  HISTORY     - Date     Condition        Report By
 BW0031  HISTORY     - 1964     MONUMENTED       USGS
 BW0031  HISTORY     - 1966     GOOD             NGS
 BW0031  HISTORY     - 1976     POOR             NGS
 BW0031
 BW0031                          STATION DESCRIPTION
 BW0031
 BW0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0031'6.5 MI NE FROM OLD RIVER LOCKS.
 BW0031'ABOUT 6.5 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT OLD
 BW0031'RIVER, IN SECTION 13, T 1 N, R 9 E, ABOUT 0.4 MILE NORTHEAST OF A
 BW0031'STEEL AND CONCRETE CATTLE GUARD IN THE HIGHWAY, 129 FEET NORTHWEST OF
 BW0031'THE CENTER LINE OF THE HIGHWAY, 70 FEET SOUTHWEST OF THE SOUTH CORNER
 BW0031'OF A BUILDING WITH A METAL ROOF, 58 FEET WEST-SOUTHWEST OF A POWER
 BW0031'POLE, 22 FEET NORTHWEST OF A POINT IN LINE WITH A ROW OF POWER POLES,
 BW0031'2.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 25 FEET BELOW THE
 BW0031'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BW0031'5 INCHES.
 BW0031
 BW0031                          STATION RECOVERY (1976)
 BW0031
 BW0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0031'THE BENCH MARK WAS FOUND BUT HAD BEEN HIT BY FARM EQUIPMENT AND IS
 BW0031'LOOSE AND LEANING CONSIDERABLY, ONLY HALF OF THE DISK REMAINS, BENCH
 BW0031'MARK WAS NOT LEVELED TO DURING THE 1976 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4500 ***********************************************************************
 BJ4500  DESIGNATION -  3 H 015
 BJ4500  PID         -  BJ4500
 BJ4500  STATE/COUNTY-  LA/ASCENSION
 BJ4500  USGS QUAD   -  GONZALES (1991)
 BJ4500
 BJ4500                         *CURRENT SURVEY CONTROL
 BJ4500  ___________________________________________________________________
 BJ4500* NAD 83(1992)-  30 10 17.68133(N)    090 52 35.29224(W)     ADJUSTED  
 BJ4500* NAVD 88     -         5.57   (+/-2cm)      18.3  **(feet)  VERTCON   
 BJ4500  **This station is located in a subsidence area (see below).
 BJ4500  ___________________________________________________________________
 BJ4500  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4500  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BJ4500
 BJ4500  HORZ ORDER  -  SECOND
 BJ4500  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ4500
 BJ4500.The horizontal coordinates were established by classical geodetic methods
 BJ4500.and adjusted by the National Geodetic Survey in January 1993..
 BJ4500
 BJ4500 ** The orthometric height has not been validated since last determined
 BJ4500 ** by differential leveling and should not be used for control purposes.
 BJ4500 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4500 ** area with valid NAVD 88 orthometric heights.
 BJ4500 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4500 ** epoch indicated which incorporates improved geoid heights for the
 BJ4500 ** Southern Louisiana Subsidence area.
 BJ4500 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4500.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4500.The vertical order pertains to the NGVD 29 superseded value.
 BJ4500
 BJ4500.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4500
 BJ4500.The geoid height was determined by GEOID03.
 BJ4500
 BJ4500;                    North         East     Units Scale Factor Converg.
 BJ4500;SPC LA S     -   185,372.851 1,044,001.820   MT  0.99993016   +0 13 42.4
 BJ4500;SPC LA S     -   608,177.43  3,425,195.97   sFT  0.99993016   +0 13 42.4
 BJ4500;UTM  15      - 3,339,702.854   704,479.644   MT  1.00011587   +1 04 03.5
 BJ4500
 BJ4500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4500!SPC LA S     -   1.00000332  x   0.99993016  =   0.99993348
 BJ4500!UTM  15      -   1.00000332  x   1.00011587  =   1.00011919
 BJ4500
 BJ4500:                Primary Azimuth Mark                     Grid Az
 BJ4500:SPC LA S     -  3H014 LADH 1979                          299 33 02.1
 BJ4500:UTM  15      -  3H014 LADH 1979                          298 42 41.0
 BJ4500
 BJ4500|---------------------------------------------------------------------|
 BJ4500| PID    Reference Object                     Distance      Geod. Az  |
 BJ4500|                                                           dddmmss.s |
 BJ4500| BJ4501 3H014 LADH 1979                     APPROX. 2.3 KM 2994644.5 |
 BJ4500|---------------------------------------------------------------------|
 BJ4500
 BJ4500                          SUPERSEDED SURVEY CONTROL
 BJ4500
 BJ4500  NAD 83(1986)-  30 10 17.69886(N)    090 52 35.29221(W) AD(       ) 2
 BJ4500  NAD 27      -  30 10 16.98672(N)    090 52 34.94297(W) AD(       ) 2
 BJ4500  NGVD 29 (12/01/98)    5.635  (m)           18.49   (f) ADJUSTED    2 1
 BJ4500
 BJ4500.Superseded values are not recommended for survey control.
 BJ4500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4500.See file dsdata.txt to determine how the superseded data were derived.
 BJ4500
 BJ4500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0448039703(NAD 83)
 BJ4500_MARKER: DD = SURVEY DISK
 BJ4500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4500_SP_SET: CONCRETE POST
 BJ4500_STAMPING: 3H015 1979
 BJ4500_MARK LOGO: LADH  
 BJ4500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ4500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4500+STABILITY: SURFACE MOTION
 BJ4500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4500+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1996
 BJ4500
 BJ4500  HISTORY     - Date     Condition        Report By
 BJ4500  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4500  HISTORY     - 1979     GOOD             LADTD
 BJ4500  HISTORY     - 19880126 GOOD             LADTD
 BJ4500  HISTORY     - 19960116 GOOD             LADTD
 BJ4500  HISTORY     - 20060522 MARK NOT FOUND   NGS
 BJ4500
 BJ4500                          STATION DESCRIPTION
 BJ4500
 BJ4500'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4500'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 26, T 10 S,
 BJ4500'R 3 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4500'
 BJ4500'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 BJ4500'INTERSTATE HIGHWAY 10 DRIVE WEST ALONG INTERSTATE 10 FOR 4.3 MILES
 BJ4500'TO THE OVERPASS OVER STATE HIGHWAY 22 AND THE STATION ON THE LEFT
 BJ4500'IN THE MEDIAN, ON THE EAST SIDE OF STATE HIGHWAY 22.
 BJ4500'
 BJ4500'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4500'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H015 1978.  THE
 BJ4500'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4500'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 140 FEET SOUTHEAST
 BJ4500'OF THE CENTER OF THE WEST BOUND LANE OF STATE HIGHWAY 22, 105
 BJ4500'FEET SOUTHWEST OF THE PROJECTED CENTER OF THE WEST BOUND LANE OF
 BJ4500'INTERSTATE 10, 101 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 BJ4500'CORNER OF THE BRIDGE ABUTMENT IN THE WEST BOUND LANE OF
 BJ4500'INTERSTATE 10, 45.5 FEET NORTHEAST OF THE PROJECTED CENTER OF
 BJ4500'THE EAST BOUND LANE OF INTERSTATE 10, 45 FEET NORTH-NORTHEAST
 BJ4500'OF THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT IN THE EAST BOUND
 BJ4500'LANE OF INTERSTATE 10, AND 2 FEET NORTHWEST OF A METAL WITNESS
 BJ4500'POST AND SIGN.  THE SUB-SURFACE DISK IS SET IN AN IRREGULAR MASS
 BJ4500'OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4500'
 BJ4500'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4500
 BJ4500                          STATION RECOVERY (1979)
 BJ4500
 BJ4500'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ4500'RECOVERED IN GOOD CONDITION.
 BJ4500
 BJ4500                          STATION RECOVERY (1988)
 BJ4500
 BJ4500'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4500'THE STATION IS LOCATED 6.4 KM (4.00 MI) EAST OF BURNSIDE AND 3.2 KM
 BJ4500'(2.00 MI) WEST OF SORRENTO IN THE SOUTHEAST QUARTER OF SECTION 26, T
 BJ4500'10 S, R 3 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ4500'DEVELOPMENT.
 BJ4500'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 BJ4500'INTERSTATE HIGHWAY 10 GO WEST FOR 6.9 KM (4.30 MI) ON HIGHWAY 10 TO
 BJ4500'THE OVERPASS OVER STATE HIGHWAY 22 AND THE STATION ON THE LEFT IN THE
 BJ4500'MEDIAN, ON THE EAST SIDE OF HIGHWAY 22.
 BJ4500'THE STATION IS 32.8 M (107.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF
 BJ4500'THE WEST BOUND LANES OF HIGHWAY 10, 31.9 M (104.7 FT) SOUTHWEST FROM
 BJ4500'THE SOUTHWEST CORNER OF THE WEST BOUND LANES OF HIGHWAY 10, 24.4 M
 BJ4500'(80.1 FT) EAST-SOUTHEAST FROM THE CENTER OF THE WEST BOUND LANES OF
 BJ4500'HIGHWAY 22, 16.2 M (53.1 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 BJ4500'EAST BOUND LANES OF HIGHWAY 10, 13.7 M (44.9 FT) NORTH-NORTHWEST FROM
 BJ4500'THE NORTHEAST CORNER OF THE EAST BOUND LANES OF HIGHWAY 10 AND 0.6 M
 BJ4500'(2.0 FT) WEST-NORTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4500'THE MARK IS FLUSH WITH THE GROUND AND ABOUT 3.0 M (9.8 FT) BELOW THE
 BJ4500'LEVEL OF THE INTERSTATE.
 BJ4500
 BJ4500                          STATION RECOVERY (1996)
 BJ4500
 BJ4500'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ4500'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF SORRENTO, 4.5 MI
 BJ4500'(7.2 KM) SOUTHEAST OF GONZALES, 6.0 MI (9.7 KM) NORTHEAST OF
 BJ4500'DONALDSONVILLE, AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE
 BJ4500'HIGHWAY 22 WEST OF SORRENTO, SET IN THE MEDIAN OF INTERSTATE 10 NEAR
 BJ4500'THE EAST END OF THE HIGHWAY 22 OVERPASS.  OWNERSHIP--LOUISIANA
 BJ4500'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. THE STATION IS 90.0 FT
 BJ4500'(27.4 M) SOUTH FROM THE SOUTH ONE OF THREE PILINGS UNDER THE WEST
 BJ4500'BOUND LANES OF INTERSTATE 10, 80.0 FT (24.4 M) EAST-SOUTHEAST FROM THE
 BJ4500'CENTER OF THE EAST BOUND LANES OF HIGHWAY 22, 58.0 FT (17.7 M) EAST
 BJ4500'FROM THE NORTH ONE OF THREE PILINGS UNDER THE EAST BOUND LANES OF
 BJ4500'INTERSTATE 10, 45.0 FT (13.7 M) NORTH FROM THE SOUTHEAST CORNER OF THE
 BJ4500'EAST BOUND BRIDGE ABUTMENT, 1.5 FT (0.5 M) WEST-NORTHWEST FROM A METAL
 BJ4500'WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND
 BJ4500'ABOUT 20.0 FT (6.1 M) BELOW THE LEVEL OF THE INTERSTATE.
 BJ4500
 BJ4500                          STATION RECOVERY (2006)
 BJ4500
 BJ4500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4500'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4464 ***********************************************************************
 BJ4464  DESIGNATION -  3 H 017
 BJ4464  PID         -  BJ4464
 BJ4464  STATE/COUNTY-  LA/ASCENSION
 BJ4464  USGS QUAD   -  SORRENTO (1980)
 BJ4464
 BJ4464                         *CURRENT SURVEY CONTROL
 BJ4464  ___________________________________________________________________
 BJ4464* NAD 83(1992)-  30 09 45.16894(N)    090 50 38.99147(W)     ADJUSTED  
 BJ4464* NAVD 88     -         1.80   (+/-2cm)       5.9  **(feet)  VERTCON   
 BJ4464  **This station is located in a subsidence area (see below).
 BJ4464  ___________________________________________________________________
 BJ4464  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4464  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BJ4464
 BJ4464  HORZ ORDER  -  SECOND
 BJ4464  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ4464
 BJ4464.The horizontal coordinates were established by classical geodetic methods
 BJ4464.and adjusted by the National Geodetic Survey in January 1993..
 BJ4464
 BJ4464 ** The orthometric height has not been validated since last determined
 BJ4464 ** by differential leveling and should not be used for control purposes.
 BJ4464 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4464 ** area with valid NAVD 88 orthometric heights.
 BJ4464 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4464 ** epoch indicated which incorporates improved geoid heights for the
 BJ4464 ** Southern Louisiana Subsidence area.
 BJ4464 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4464.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4464.The vertical order pertains to the NGVD 29 superseded value.
 BJ4464
 BJ4464.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4464
 BJ4464.The geoid height was determined by GEOID03.
 BJ4464
 BJ4464;                    North         East     Units Scale Factor Converg.
 BJ4464;SPC LA S     -   184,384.616 1,047,117.537   MT  0.99992971   +0 14 40.5
 BJ4464;SPC LA S     -   604,935.19  3,435,418.12   sFT  0.99992971   +0 14 40.5
 BJ4464;UTM  15      - 3,338,760.171   707,610.106   MT  1.00013179   +1 05 01.0
 BJ4464
 BJ4464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4464!SPC LA S     -   1.00000391  x   0.99992971  =   0.99993362
 BJ4464!UTM  15      -   1.00000391  x   1.00013179  =   1.00013570
 BJ4464
 BJ4464:                Primary Azimuth Mark                     Grid Az
 BJ4464:SPC LA S     -  3 H 015                                  287 35 52.4
 BJ4464:UTM  15      -  3 H 015                                  286 45 31.9
 BJ4464
 BJ4464|---------------------------------------------------------------------|
 BJ4464| PID    Reference Object                     Distance      Geod. Az  |
 BJ4464|                                                           dddmmss.s |
 BJ4464| BJ4500 3 H 015                             APPROX. 3.3 KM 2875032.9 |
 BJ4464|---------------------------------------------------------------------|
 BJ4464
 BJ4464                          SUPERSEDED SURVEY CONTROL
 BJ4464
 BJ4464  NAD 83(1986)-  30 09 45.18619(N)    090 50 38.99190(W) AD(       ) 2
 BJ4464  NAD 27      -  30 09 44.47279(N)    090 50 38.64644(W) AD(       ) 2
 BJ4464  NGVD 29 (12/01/98)    1.865  (m)            6.12   (f) ADJUSTED    2 1
 BJ4464
 BJ4464.Superseded values are not recommended for survey control.
 BJ4464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4464.See file dsdata.txt to determine how the superseded data were derived.
 BJ4464
 BJ4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0761038760(NAD 83)
 BJ4464_MARKER: DD = SURVEY DISK
 BJ4464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4464_STAMPING: 3H017 1979
 BJ4464_MARK LOGO: LADH  
 BJ4464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ4464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4464+STABILITY: SURFACE MOTION
 BJ4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4464+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1996
 BJ4464
 BJ4464  HISTORY     - Date     Condition        Report By
 BJ4464  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4464  HISTORY     - 19960116 GOOD             LADTD
 BJ4464
 BJ4464                          STATION DESCRIPTION
 BJ4464
 BJ4464'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4464'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 19, T 10 S,
 BJ4464'R 4 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4464'
 BJ4464'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 BJ4464'INTERSTATE HIGHWAY 10 DRIVE WEST ALONG INTERSTATE 10 FOR 2.3 MILES
 BJ4464'TO THE STATION ON THE LEFT AND IN THE MEDIAN.
 BJ4464'
 BJ4464'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4464'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H017 1978.  THE
 BJ4464'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4464'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET NORTH OF THE
 BJ4464'CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 37 FEET SOUTH OF
 BJ4464'THE CENTER OF THE WEST BOUND LANE OF INTERSTATE 10, 7 FEET NORTH
 BJ4464'OF A METAL DRAIN IN THE MEDIAN, 2 FEET WEST OF A METAL WITNESS
 BJ4464'POST AND SIGN.  THE SUB-SURFACE DISK IS SET IN AN IRREGULAR
 BJ4464'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4464'
 BJ4464'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4464
 BJ4464                          STATION RECOVERY (1996)
 BJ4464
 BJ4464'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ4464'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF
 BJ4464'SORRENTO, 8.0 MI (12.9 KM) NORTHEAST OF DONALDSONVILLE AND 9.0 MI
 BJ4464'(14.5 KM) NORTHWEST OF GRAMERCY.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ4464'TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION FROM THE
 BJ4464'JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 22 WEST OF
 BJ4464'SORRENTO, GO EAST FOR 2.0 MI (3.2 KM) ON INTERSTATE 10 TO THE STATION
 BJ4464'SET ON THE LEFT IN THE MEDIAN OF THE INTERSTATE.  THE STATION IS 51.0
 BJ4464'FT (15.5 M) NORTH FROM THE CENTER OF THE EAST BOUND LANES OF THE
 BJ4464'INTERSTATE, 36.5 FT (11.1 M) SOUTH FROM THE CENTER OF THE WEST BOUND
 BJ4464'LANES OF THE INTERSTATE, 7.0 FT (2.1 M) NORTH FROM THE CENTER OF A
 BJ4464'DRAIN, 1.0 FT (0.3 M) WEST FROM A METAL WITNESS POST WITH A SIGN
 BJ4464'ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) BELOW
 BJ4464'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4463 ***********************************************************************
 BJ4463  DESIGNATION -  3 H 018
 BJ4463  PID         -  BJ4463
 BJ4463  STATE/COUNTY-  LA/ASCENSION
 BJ4463  USGS QUAD   -  SORRENTO (1980)
 BJ4463
 BJ4463                         *CURRENT SURVEY CONTROL
 BJ4463  ___________________________________________________________________
 BJ4463* NAD 83(1992)-  30 09 25.32045(N)    090 49 27.25837(W)     ADJUSTED  
 BJ4463* NAVD 88     -         2.44   (+/-2cm)       8.0  **(feet)  VERTCON   
 BJ4463  **This station is located in a subsidence area (see below).
 BJ4463  ___________________________________________________________________
 BJ4463  X           -     -79,399.152 (meters)                     COMP
 BJ4463  Y           -  -5,518,940.007 (meters)                     COMP
 BJ4463  Z           -   3,185,425.145 (meters)                     COMP
 BJ4463  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4463  ELLIP HEIGHT-         -24.28  (meters)          (01/21/03) GPS OBS
 BJ4463  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BJ4463
 BJ4463  HORZ ORDER  -  FIRST
 BJ4463  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ4463  ELLP ORDER  -  FOURTH    CLASS II
 BJ4463
 BJ4463.The horizontal coordinates were established by GPS observations
 BJ4463.and adjusted by the National Geodetic Survey in January 1993..
 BJ4463
 BJ4463 ** The orthometric height has not been validated since last determined
 BJ4463 ** by differential leveling and should not be used for control purposes.
 BJ4463 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4463 ** area with valid NAVD 88 orthometric heights.
 BJ4463 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4463 ** epoch indicated which incorporates improved geoid heights for the
 BJ4463 ** Southern Louisiana Subsidence area.
 BJ4463 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4463.The vertical order pertains to the NGVD 29 superseded value.
 BJ4463
 BJ4463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4463
 BJ4463.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4463
 BJ4463.The ellipsoidal height was determined by GPS observations
 BJ4463.and is referenced to NAD 83.
 BJ4463
 BJ4463.The geoid height was determined by GEOID03.
 BJ4463
 BJ4463;                    North         East     Units Scale Factor Converg.
 BJ4463;SPC LA S     -   183,781.828 1,049,039.531   MT  0.99992944   +0 15 16.4
 BJ4463;SPC LA S     -   602,957.55  3,441,723.86   sFT  0.99992944   +0 15 16.4
 BJ4463;UTM  15      - 3,338,185.471   709,541.119   MT  1.00014173   +1 05 36.4
 BJ4463
 BJ4463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4463!SPC LA S     -   1.00000381  x   0.99992944  =   0.99993325
 BJ4463!UTM  15      -   1.00000381  x   1.00014173  =   1.00014554
 BJ4463
 BJ4463:                Primary Azimuth Mark                     Grid Az
 BJ4463:SPC LA S     -  3 H 017                                  287 24 46.1
 BJ4463:UTM  15      -  3 H 017                                  286 34 26.1
 BJ4463
 BJ4463|---------------------------------------------------------------------|
 BJ4463| PID    Reference Object                     Distance      Geod. Az  |
 BJ4463|                                                           dddmmss.s |
 BJ4463| BJ4464 3 H 017                             APPROX. 2.0 KM 2874002.5 |
 BJ4463|---------------------------------------------------------------------|
 BJ4463
 BJ4463                          SUPERSEDED SURVEY CONTROL
 BJ4463
 BJ4463  ELLIP H (01/21/93)  -24.27   (m)                       GP(       ) 4 2
 BJ4463  NAD 83(1986)-  30 09 25.33841(N)    090 49 27.26151(W) AD(       ) 1
 BJ4463  NAD 83(1986)-  30 09 25.33676(N)    090 49 27.25946(W) AD(       ) 2
 BJ4463  NAD 27      -  30 09 24.62258(N)    090 49 26.91640(W) AD(       ) 2
 BJ4463  NGVD 29 (12/01/98)    2.505  (m)            8.22   (f) ADJUSTED    2 1
 BJ4463
 BJ4463.Superseded values are not recommended for survey control.
 BJ4463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4463.See file dsdata.txt to determine how the superseded data were derived.
 BJ4463
 BJ4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0954138185(NAD 83)
 BJ4463_MARKER: DD = SURVEY DISK
 BJ4463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4463_STAMPING: 3H018 1979
 BJ4463_MARK LOGO: LADH  
 BJ4463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ4463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4463+STABILITY: SURFACE MOTION
 BJ4463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4463+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 BJ4463
 BJ4463  HISTORY     - Date     Condition        Report By
 BJ4463  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4463  HISTORY     - 19890113 GOOD
 BJ4463  HISTORY     - 19960116 GOOD             LADTD
 BJ4463  HISTORY     - 20040630 GOOD             INDIV
 BJ4463  HISTORY     - 20060518 GOOD             NGS
 BJ4463
 BJ4463                          STATION DESCRIPTION
 BJ4463
 BJ4463'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4463'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 20, T 10 S,
 BJ4463'R 4 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4463'
 BJ4463'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 61
 BJ4463'AND INTERSTATE 10, DRIVE WEST ALONG INTERSTATE 10 FOR 1.1 MILES
 BJ4463'TO THE STATION ON THE LEFT IN MEDIAN, BETWEEN TWIN BRIDGES.
 BJ4463'
 BJ4463'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4463'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H018 1978.  THE
 BJ4463'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4463'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62.5 FEET SOUTH OF
 BJ4463'THE CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 47 FEET
 BJ4463'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT
 BJ4463'IN THE WEST BOUND LANE OF INTERSTATE 10, 26 FEET NORTH OF THE
 BJ4463'CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 7.5 FEET
 BJ4463'NORTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT IN THE
 BJ4463'EAST BOUND LANE OF INTERSTATE 10, 2 FEET WEST OF A METAL
 BJ4463'WITNESS POST AND SIGN.  THE SUB-SURFACE DISK IS SET IN AN
 BJ4463'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BJ4463'SURFACE.
 BJ4463'
 BJ4463'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4463
 BJ4463                          STATION RECOVERY (1989)
 BJ4463
 BJ4463'RECOVERED 1989
 BJ4463'RECOVERED IN GOOD CONDITION.
 BJ4463
 BJ4463                          STATION RECOVERY (1996)
 BJ4463
 BJ4463'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ4463'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF SORRENTO,
 BJ4463'8.0 MI (12.9 KM) EAST-NORTHEAST FROM DONALDSONVILLE AND 8.0 MI (12.9
 BJ4463'KM) NORTH-NORTHWEST OF GRAMERCY.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ4463'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ4463'OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 22 WEST OF SORRENTO, GO
 BJ4463'EAST FOR 3.3 MI (5.3 KM) ON INTERSTATE 10 TO THE STATION SET IN THE
 BJ4463'MEDIAN BETWEEN TWO BRIDGES ON THE EAST SIDE OF A BAYOU. THE STAITON IS
 BJ4463'62.5 FT (19.1 M) SOUTH FROM THE CENTER OF THE WEST BOUND LANES OF THE
 BJ4463'INTERSTATE, 25.5 FT (7.8 M) NORTH FROM THE CENTER OF THE EAST BOUND
 BJ4463'LANES OF THE INTERSTATE, 7.5 FT (2.3 M) NORTHEAST FROM THE NORTHEAST
 BJ4463'CORNER OF THE EAST BOUND BRIDGE, 1.5 FT (0.5 M) WEST FROM A METAL
 BJ4463'WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND
 BJ4463'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 BJ4463
 BJ4463                          STATION RECOVERY (2004)
 BJ4463
 BJ4463'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 BJ4463'MARK IS IN GOOD CONDITION AS DESCRIBED IN PREVIOUS RECOVERY BY NGS,
 BJ4463'HOWEVER, THERE ARE NO WITNESS POSTS REMAINING IN THE AREA. ALL HAVE
 BJ4463'BEEN MOWED DOWN.
 BJ4463
 BJ4463                          STATION RECOVERY (2006)
 BJ4463
 BJ4463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4463'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4462 ***********************************************************************
 BJ4462  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ4462  CBN         -  This is a Cooperative Base Network Control Station.
 BJ4462  DESIGNATION -  3 H 019
 BJ4462  PID         -  BJ4462
 BJ4462  STATE/COUNTY-  LA/ASCENSION
 BJ4462  USGS QUAD   -  SORRENTO (1980)
 BJ4462
 BJ4462                         *CURRENT SURVEY CONTROL
 BJ4462  ___________________________________________________________________
 BJ4462* NAD 83(1992)-  30 09 14.96950(N)    090 48 38.05909(W)     ADJUSTED  
 BJ4462* NAVD 88     -         8.10 **(meters)      26.6  **(feet)  GPS OBS(2004.65)
 BJ4462  **This station is located in a subsidence area (see below).
 BJ4462  ___________________________________________________________________
 BJ4462  X           -     -78,085.081 (meters)                     COMP
 BJ4462  Y           -  -5,519,123.861 (meters)                     COMP
 BJ4462  Z           -   3,185,152.434 (meters)                     COMP
 BJ4462  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4462  ELLIP HEIGHT-         -18.53  (meters)          (12/29/04) GPS OBS
 BJ4462  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BJ4462
 BJ4462  HORZ ORDER  -  B
 BJ4462  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ4462  ELLP ORDER  -  FOURTH    CLASS I
 BJ4462
 BJ4462.The horizontal coordinates were established by GPS observations
 BJ4462.and adjusted by the National Geodetic Survey in December 2004..
 BJ4462
 BJ4462 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4462 ** and geoid heights are valid at the date of observation. These heights
 BJ4462 ** must always be validated when used as control.
 BJ4462 ** The orthometric height was determined by GPS observations using
 BJ4462 ** precise GPS observation and processing techniques and a new
 BJ4462 ** realization of GEOID03. It supersedes the leveled height previously
 BJ4462 ** determined for this station.
 BJ4462 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4462 ** epoch indicated which incorporates improved geoid heights for the
 BJ4462 ** Southern Louisiana Subsidence area.
 BJ4462 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4462.The orthometric height was determined by GPS observations and a
 BJ4462.high-resolution geoid model using precise GPS observation and
 BJ4462.processing techniques.
 BJ4462.The vertical order pertains to the NGVD 29 superseded value.
 BJ4462
 BJ4462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4462
 BJ4462.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4462
 BJ4462.The ellipsoidal height was determined by GPS observations
 BJ4462.and is referenced to NAD 83.
 BJ4462
 BJ4462.The geoid height was determined by GEOID03.
 BJ4462
 BJ4462;                    North         East     Units Scale Factor Converg.
 BJ4462;SPC LA S     -   183,469.044 1,050,357.424   MT  0.99992931   +0 15 41.0
 BJ4462;SPC LA S     -   601,931.36  3,446,047.65   sFT  0.99992931   +0 15 41.0
 BJ4462;UTM  15      - 3,337,891.951   710,863.736   MT  1.00014859   +1 06 00.8
 BJ4462
 BJ4462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4462!SPC LA S     -   1.00000291  x   0.99992931  =   0.99993222
 BJ4462!UTM  15      -   1.00000291  x   1.00014859  =   1.00015150
 BJ4462
 BJ4462:                Primary Azimuth Mark                     Grid Az
 BJ4462:SPC LA S     -  LAVERT 1973 RM 3                         098 42 09.2
 BJ4462:UTM  15      -  LAVERT 1973 RM 3                         097 51 49.4
 BJ4462
 BJ4462|---------------------------------------------------------------------|
 BJ4462| PID    Reference Object                     Distance      Geod. Az  |
 BJ4462|                                                           dddmmss.s |
 BJ4462| BJ4461 LAVERT 1973 RM 3                    APPROX. 1.6 KM 0985750.2 |
 BJ4462| BJ4463 3 H 018                             APPROX. 1.4 KM 2833646.0 |
 BJ4462|---------------------------------------------------------------------|
 BJ4462
 BJ4462                          SUPERSEDED SURVEY CONTROL
 BJ4462
 BJ4462  ELLIP H (02/12/02)  -18.55   (m)                       GP(       ) 4 2
 BJ4462  NAD 83(1992)-  30 09 14.96860(N)    090 48 38.05860(W) AD(       ) B
 BJ4462  ELLIP H (09/10/92)  -18.48   (m)                       GP(       ) 4 1
 BJ4462  NAD 83(1986)-  30 09 14.98420(N)    090 48 38.06188(W) AD(       ) 2
 BJ4462  NAD 27      -  30 09 14.26953(N)    090 48 37.72048(W) AD(       ) 2
 BJ4462  NGVD 29 (12/01/98)    8.355  (m)           27.41   (f) ADJUSTED    2 1
 BJ4462
 BJ4462.Superseded values are not recommended for survey control.
 BJ4462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4462.See file dsdata.txt to determine how the superseded data were derived.
 BJ4462
 BJ4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1086437892(NAD 83)
 BJ4462_MARKER: DD = SURVEY DISK
 BJ4462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4462_SP_SET: CONCRETE POST
 BJ4462_STAMPING: 3H019 1978
 BJ4462_MARK LOGO: LADH  
 BJ4462_PROJECTION: RECESSED 20 CENTIMETERS
 BJ4462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ4462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4462+STABILITY: SURFACE MOTION
 BJ4462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4462+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 BJ4462
 BJ4462  HISTORY     - Date     Condition        Report By
 BJ4462  HISTORY     - 1978     MONUMENTED       CGS
 BJ4462  HISTORY     - 1978     GOOD             LADTD
 BJ4462  HISTORY     - 19910826 GOOD             LADTD
 BJ4462  HISTORY     - 19920326 GOOD
 BJ4462  HISTORY     - 19960116 GOOD             LADTD
 BJ4462  HISTORY     - 20030403 GOOD             3001
 BJ4462  HISTORY     - 20030414 GOOD             LADTD
 BJ4462  HISTORY     - 20040414 GOOD             JCLS
 BJ4462  HISTORY     - 20040414 GOOD             JCLS
 BJ4462  HISTORY     - 20060607 GOOD             LADTD
 BJ4462
 BJ4462                          STATION DESCRIPTION
 BJ4462
 BJ4462'DESCRIBED BY COAST AND GEODETIC SURVEY 1978 (TLH)
 BJ4462'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 21, T 10 S,
 BJ4462'R 4 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4462'
 BJ4462'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 61 AND
 BJ4462'INTERSTATE 10 DRIVE WEST ALONG INTERSTATE 10 FOR 0.4 MILES TO
 BJ4462'STATION ON THE LEFT IN MEDIAN.
 BJ4462'
 BJ4462'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4462'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H019 1978.  THE
 BJ4462'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4462'THAT IS FLUSH WITH THE GROUND SURFACE.  THE STATION IS 138 FEET
 BJ4462'SOUTHWEST OF WEST RAIL OF RAILROAD, 69.50 FEET SOUTH SOUTHWEST OF
 BJ4462'MIDDLE PILING OF WEST BOUND LANE, 22.50 FEET NORTH NORTHWEST OF
 BJ4462'CENTER LINE OF EAST BOUND LANE OF INTERSTATE 10, 3 FEET NORTH
 BJ4462'OF NORTHWEST CORNER OF ABUTTMENT OF A BRIDGE ON THE EAST BOUND
 BJ4462'LANE OF INTERSTATE 10, 2 FEET EAST METAL WITNESS POST AND SIGN.
 BJ4462'THE SUB-SURFACE DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4462'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4462
 BJ4462                          STATION RECOVERY (1978)
 BJ4462
 BJ4462'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BJ4462'RECOVERED IN GOOD CONDITION.
 BJ4462
 BJ4462                          STATION RECOVERY (1991)
 BJ4462
 BJ4462'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BJ4462'THE STATION IS LOCATED 19.0 MI (30.6 KM) NORTHWEST OF LAPLACE, 8.0 MI
 BJ4462'(12.9 KM) EAST-NORTHEAST OF DONALDSONVILLE AND 2.5 MI (4.0 KM)
 BJ4462'SOUTHEAST OF SORRENTO, IN THE SOUTHWEST QUARTER OF SECTION 21, T 10 S,
 BJ4462'R 4 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ4462'DEVELOPMENT.
 BJ4462'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ4462'INTERSTATE HIGHWAY 10, JUST SOUTH OF SORRENTO, GO WEST FOR 0.4 MI
 BJ4462'(0.6 KM) ON INTERSTATE 10 TO THE STATION ON THE LEFT, SET IN THE
 BJ4462'MEDIAN OF THE INTERSTATE NEAR THE NORTHWEST CORNER OF THE EAST BOUND
 BJ4462'BRIDGE, JUST NORTH OF A RAILROAD OVERPASS.
 BJ4462'THE STATION IS 54.0 FT (16.5 M) SOUTH-SOUTHWEST FROM A CONCRETE PILING
 BJ4462'UNDER THE WEST BOUND LANE BRIDGE, 22.5 FT (6.9 M) NORTH FROM THE
 BJ4462'CENTER OF THE EAST BOUND LANES, 3.0 FT (0.9 M) NORTH FROM THE
 BJ4462'NORTHWEST CORNER OF THE EAST BOUND BRIDGE ABUTMENT, 4.5 FT (1.4 M)
 BJ4462'EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST, 2.0 FT (0.6 M) EAST
 BJ4462'FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND
 BJ4462'AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 BJ4462
 BJ4462                          STATION RECOVERY (1992)
 BJ4462
 BJ4462'RECOVERED 1992
 BJ4462'RECOVERED IN GOOD CONDITION.
 BJ4462
 BJ4462                          STATION RECOVERY (1996)
 BJ4462
 BJ4462'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ4462'RECOVERED AS DESCRIBED.
 BJ4462
 BJ4462                          STATION RECOVERY (2003)
 BJ4462
 BJ4462'RECOVERY NOTE BY 3001, INC 2003 (KD)
 BJ4462'THE STATION IS LOCATED 19.0 MILES NORTHWEST OF LAPLACE, 8.0 MILES EAST
 BJ4462'NORTHEAST OF  DONALDSONVILLE, AND 2.5 MILES SOUTHEAST OF SORRENTO, IN
 BJ4462'MEDIAN AT WEST CROWN OF  BRIDGE SPANNING ACROSS RAILROAD TRACKS AND US
 BJ4462'61.
 BJ4462' 
 BJ4462'OWNERSHIP- LOUISIANA DEPARTMENT OF TRANSPORTATION
 BJ4462' 
 BJ4462'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 61 AND I-10, JUST
 BJ4462'SOUTH OF  SORRENTO, GO WEST FOR 0.4 MILES ON I-10 TO THE STATION ON
 BJ4462'THE LEFT, SET IN THE MEDIAN OF  THE INTERSTATE NEAR THE NORTHWEST
 BJ4462'CORNER OF THE EAST BOUND BRIDGE, JUST NORTH OF A  RAILROAD OVERPASS.
 BJ4462' 
 BJ4462'THE STATION IS 54.0 FT. SOUTH SOUTHWEST FROM A CONCRTE PILING UNDER
 BJ4462'THE WESTBOUND  LANE BRIDGE, 22.5 FT. NORTH FROM THE CENTER OF THE EAST
 BJ4462'BOUND LANES, 3.0 FT. NORTH FROM  THE NORTHWEST CORNER OF THE EASTBOUND
 BJ4462'BRIDGE  ABUTMENT, 4.5 FT. EAST NORTHEAST FROM  A  METAL WITNESS POST,
 BJ4462'FLUSH WITH GROUND AND ABOUT 1.0 FT. BELOW THE LEVEL OF THE HWY.
 BJ4462
 BJ4462                          STATION RECOVERY (2003)
 BJ4462
 BJ4462'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ4462'RECOVERED IN GOOD CONDITION.
 BJ4462
 BJ4462                          STATION RECOVERY (2004)
 BJ4462
 BJ4462'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 BJ4462'RECOVERED IN GOOD CONDITION.
 BJ4462
 BJ4462                          STATION RECOVERY (2004)
 BJ4462
 BJ4462'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 BJ4462'RECOVERED IN GOOD CONDITION.
 BJ4462
 BJ4462                          STATION RECOVERY (2006)
 BJ4462
 BJ4462'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (BLR)
 BJ4462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3501 ***********************************************************************
 BJ3501  DESIGNATION -  3 LAP USGS
 BJ3501  PID         -  BJ3501
 BJ3501  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3501  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3501
 BJ3501                         *CURRENT SURVEY CONTROL
 BJ3501  ___________________________________________________________________
 BJ3501* NAD 83(1986)-  30 45 29.     (N)    090 54 16.     (W)     SCALED    
 BJ3501* NAVD 88     -        57.094  (meters)     187.32   (feet)  ADJUSTED  
 BJ3501  ___________________________________________________________________
 BJ3501  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3501  DYNAMIC HT  -          57.020 (meters)     187.07  (feet)  COMP
 BJ3501  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BJ3501
 BJ3501  VERT ORDER  -  SECOND    CLASS I
 BJ3501
 BJ3501.The horizontal coordinates were scaled from a topographic map and have
 BJ3501.an estimated accuracy of +/- 6 seconds.
 BJ3501
 BJ3501.The orthometric height was determined by differential leveling
 BJ3501.and adjusted by the National Geodetic Survey in February 1994..
 BJ3501
 BJ3501.The geoid height was determined by GEOID03.
 BJ3501
 BJ3501.The dynamic height is computed by dividing the NAVD 88
 BJ3501.geopotential number by the normal gravity value computed on the
 BJ3501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3501.degrees latitude (g = 980.6199 gals.).
 BJ3501
 BJ3501.The modeled gravity was interpolated from observed gravity values.
 BJ3501
 BJ3501;                    North         East    Units  Estimated Accuracy
 BJ3501;SPC LA S     -   250,380.    1,041,060.      MT  (+/- 180 meters Scaled)
 BJ3501
 BJ3501                          SUPERSEDED SURVEY CONTROL
 BJ3501
 BJ3501.No superseded survey control is available for this station.
 BJ3501
 BJ3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ005046(NAD 83)
 BJ3501_MARKER: DB = BENCH MARK DISK
 BJ3501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3501_SP_SET: CONCRETE POST
 BJ3501_STAMPING: 3 LAP 1977
 BJ3501_MARK LOGO: USGS  
 BJ3501_PROJECTION: FLUSH
 BJ3501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3501+STABILITY: SURFACE MOTION
 BJ3501
 BJ3501  HISTORY     - Date     Condition        Report By
 BJ3501  HISTORY     - 1977     MONUMENTED       USGS
 BJ3501  HISTORY     - 1983     GOOD             LADTD
 BJ3501
 BJ3501                          STATION DESCRIPTION
 BJ3501
 BJ3501'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3501'13.4 KM (8.3 MI) NE FROM PRIDE.
 BJ3501'ABOUT 7.6 KM (4.7 MILES) NORTH ON STATE HIGHWAY 409 FROM THE POST
 BJ3501'OFFICE IN PRIDE TO THE JUNCTION WITH STATE HIGHWAY 959, THENCE RIGHT
 BJ3501'AND EAST ON HIGHWAY 959 FOR ABOUT 5.8 KM (3.6 MILES) TO THE BENCH MARK
 BJ3501'ON THE LEFT, 25 METERS (82 FEET) WEST-NORTHWEST OF A POWER POLE WITH
 BJ3501'TRANSFORMER, 16.3 METERS (53.5 FEET) NORTH OF THE CENTER OF HIGHWAY
 BJ3501'959, 14.3 METERS (47 FEET) WEST OF THE CENTER OF A GRAVEL ROAD LEADING
 BJ3501'NORTH, 7 METERS (23 FEET) NORTHEAST OF A TELEPHONE REPAIR BOX.
 BJ3501'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 BJ3501'THE MARK IS ABOVE LEVEL WITH HIGHWAY 959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1134 ***********************************************************************
 BX1134  DESIGNATION -  3 MPRR
 BX1134  PID         -  BX1134
 BX1134  STATE/COUNTY-  LA/RAPIDES
 BX1134  USGS QUAD   -  FOREST HILL (1993)
 BX1134
 BX1134                         *CURRENT SURVEY CONTROL
 BX1134  ___________________________________________________________________
 BX1134* NAD 83(1986)-  31 01 09.     (N)    092 32 54.     (W)     SCALED    
 BX1134* NAVD 88     -        38.458  (meters)     126.17   (feet)  ADJUSTED  
 BX1134  ___________________________________________________________________
 BX1134  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX1134  DYNAMIC HT  -          38.409 (meters)     126.01  (feet)  COMP
 BX1134  MODELED GRAV-     979,379.0   (mgal)                       NAVD 88
 BX1134
 BX1134  VERT ORDER  -  FIRST     CLASS I
 BX1134
 BX1134.The horizontal coordinates were scaled from a topographic map and have
 BX1134.an estimated accuracy of +/- 6 seconds.
 BX1134
 BX1134.The orthometric height was determined by differential leveling
 BX1134.and adjusted by the National Geodetic Survey in February 1994..
 BX1134
 BX1134.The geoid height was determined by GEOID03.
 BX1134
 BX1134.The dynamic height is computed by dividing the NAVD 88
 BX1134.geopotential number by the normal gravity value computed on the
 BX1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1134.degrees latitude (g = 980.6199 gals.).
 BX1134
 BX1134.The modeled gravity was interpolated from observed gravity values.
 BX1134
 BX1134;                    North         East    Units  Estimated Accuracy
 BX1134;SPC LA N     -    57,570.      995,390.      MT  (+/- 180 meters Scaled)
 BX1134
 BX1134                          SUPERSEDED SURVEY CONTROL
 BX1134
 BX1134  NAVD 88 (06/15/91)   38.453  (m)          126.16   (f) UNKNOWN     1 1
 BX1134  NGVD 29 (??/??/??)   38.438  (m)          126.11   (f) ADJUSTED    1 1
 BX1134
 BX1134.Superseded values are not recommended for survey control.
 BX1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1134.See file dsdata.txt to determine how the superseded data were derived.
 BX1134
 BX1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ431318(NAD 83)
 BX1134_MARKER: Z = SEE DESCRIPTION
 BX1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1134+STABILITY: SURFACE MOTION
 BX1134
 BX1134  HISTORY     - Date     Condition        Report By
 BX1134  HISTORY     - UNK      MONUMENTED       MPRR
 BX1134  HISTORY     - 1970     GOOD             NGS
 BX1134  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1134
 BX1134                          STATION DESCRIPTION
 BX1134
 BX1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1134'1.8 MI S FROM FOREST HILL.
 BX1134'ABOUT 1.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1134'POST OFFICE AT FOREST HILL, 37 FEET EAST OF MILEPOST 620, 8 FEET
 BX1134'NORTHWEST OF THE NORTHWEST RAIL, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 BX1134'TRACK, A BRASS PIN IN THE TOP OF A CONCRETE POST WHICH PROJECTS 12
 BX1134'INCHES ABOVE THE SURFACE OF THE GROUND AND HAS A BRASS PLATE ON THE
 BX1134'SOUTHEAST SIDE ON WHICH IS INSCRIBED M 3 P 620 22262+67.
 BX1134
 BX1134                          STATION RECOVERY (1999)
 BX1134
 BX1134'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2550 ***********************************************************************
 CQ2550  DESIGNATION -  3 SES
 CQ2550  PID         -  CQ2550
 CQ2550  STATE/COUNTY-  LA/WEBSTER
 CQ2550  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ2550
 CQ2550                         *CURRENT SURVEY CONTROL
 CQ2550  ___________________________________________________________________
 CQ2550* NAD 83(1986)-  32 36 27.     (N)    093 17 40.     (W)     SCALED    
 CQ2550* NAVD 88     -        63.047  (meters)     206.85   (feet)  ADJUSTED  
 CQ2550  ___________________________________________________________________
 CQ2550  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2550  DYNAMIC HT  -          62.977 (meters)     206.62  (feet)  COMP
 CQ2550  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 CQ2550
 CQ2550  VERT ORDER  -  SECOND    CLASS 0
 CQ2550
 CQ2550.The horizontal coordinates were scaled from a topographic map and have
 CQ2550.an estimated accuracy of +/- 6 seconds.
 CQ2550
 CQ2550.The orthometric height was determined by differential leveling
 CQ2550.and adjusted by the National Geodetic Survey in June 1991..
 CQ2550
 CQ2550.The geoid height was determined by GEOID03.
 CQ2550
 CQ2550.The dynamic height is computed by dividing the NAVD 88
 CQ2550.geopotential number by the normal gravity value computed on the
 CQ2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2550.degrees latitude (g = 980.6199 gals.).
 CQ2550
 CQ2550.The modeled gravity was interpolated from observed gravity values.
 CQ2550
 CQ2550;                    North         East    Units  Estimated Accuracy
 CQ2550;SPC LA N     -   233,950.      925,430.      MT  (+/- 180 meters Scaled)
 CQ2550
 CQ2550                          SUPERSEDED SURVEY CONTROL
 CQ2550
 CQ2550  NGVD 29 (??/??/??)   63.105  (m)          207.04   (f) ADJUSTED    2 0
 CQ2550
 CQ2550.Superseded values are not recommended for survey control.
 CQ2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2550.See file dsdata.txt to determine how the superseded data were derived.
 CQ2550
 CQ2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS723078(NAD 83)
 CQ2550_MARKER: DD = SURVEY DISK
 CQ2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2550_STAMPING: NO. 3 1934
 CQ2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2550+STABILITY: SURFACE MOTION
 CQ2550
 CQ2550  HISTORY     - Date     Condition        Report By
 CQ2550  HISTORY     - 1934     MONUMENTED       LADH
 CQ2550  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ2550  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ2550
 CQ2550                          STATION DESCRIPTION
 CQ2550
 CQ2550'DESCRIBED BY LA DEPT OF HIGHWAYS 1934
 CQ2550'AT MINDEN FROM MINDEN.
 CQ2550'AT W END OF BOULEVARD STREET; 210 YARDS E OF L & A DEPOT; OPPOSITE
 CQ2550'MILEAGE 78/10; 36 FEET S OF CENTER OF BROADWAY STREET; 14 FEET S OF
 CQ2550'CRUB. A U. S. C. & G. S. AND STATE SURVEY DISK.
 CQ2550
 CQ2550                          STATION RECOVERY (1997)
 CQ2550
 CQ2550'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2550'MARK NOT FOUND.
 CQ2550
 CQ2550                          STATION RECOVERY (2002)
 CQ2550
 CQ2550'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ2550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2116 ***********************************************************************
 BJ2116  DESIGNATION -  3 V 4 LADH
 BJ2116  PID         -  BJ2116
 BJ2116  STATE/COUNTY-  LA/ASCENSION
 BJ2116  USGS QUAD   -  CARVILLE (1992)
 BJ2116
 BJ2116                         *CURRENT SURVEY CONTROL
 BJ2116  ___________________________________________________________________
 BJ2116* NAD 83(1992)-  30 13 10.83851(N)    091 00 23.66780(W)     ADJUSTED  
 BJ2116* NAVD 88     -         4.99   (+/-2cm)      16.4  **(feet)  VERTCON   
 BJ2116  **This station is located in a subsidence area (see below).
 BJ2116  ___________________________________________________________________
 BJ2116  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BJ2116  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ2116
 BJ2116  HORZ ORDER  -  SECOND
 BJ2116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2116
 BJ2116.The horizontal coordinates were established by classical geodetic methods
 BJ2116.and adjusted by the National Geodetic Survey in January 1993..
 BJ2116
 BJ2116 ** The orthometric height has not been validated since last determined
 BJ2116 ** by differential leveling and should not be used for control purposes.
 BJ2116 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2116 ** area with valid NAVD 88 orthometric heights.
 BJ2116 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2116 ** epoch indicated which incorporates improved geoid heights for the
 BJ2116 ** Southern Louisiana Subsidence area.
 BJ2116 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2116.The vertical order pertains to the NGVD 29 superseded value.
 BJ2116
 BJ2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2116
 BJ2116.The geoid height was determined by GEOID03.
 BJ2116
 BJ2116;                    North         East     Units Scale Factor Converg.
 BJ2116;SPC LA S     -   190,661.692 1,031,455.934   MT  0.99993301   +0 09 48.2
 BJ2116;SPC LA S     -   625,529.23  3,384,035.01   sFT  0.99993301   +0 09 48.2
 BJ2116;UTM  15      - 3,344,808.041   691,855.660   MT  1.00005413   +1 00 13.1
 BJ2116
 BJ2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2116!SPC LA S     -   1.00000344  x   0.99993301  =   0.99993645
 BJ2116!UTM  15      -   1.00000344  x   1.00005413  =   1.00005757
 BJ2116
 BJ2116                          SUPERSEDED SURVEY CONTROL
 BJ2116
 BJ2116  NAD 83(1986)-  30 13 10.85613(N)    091 00 23.66724(W) AD(       ) 2
 BJ2116  NAD 27      -  30 13 10.15092(N)    091 00 23.30445(W) AD(       ) 2
 BJ2116  NGVD 29 (??/??/??)    5.048  (m)           16.56   (f) ADJUSTED    2 0
 BJ2116
 BJ2116.Superseded values are not recommended for survey control.
 BJ2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2116.See file dsdata.txt to determine how the superseded data were derived.
 BJ2116
 BJ2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9185644808(NAD 83)
 BJ2116_MARKER: DD = SURVEY DISK
 BJ2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2116_STAMPING: 3V4 1969
 BJ2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2116+STABILITY: SURFACE MOTION
 BJ2116
 BJ2116  HISTORY     - Date     Condition        Report By
 BJ2116  HISTORY     - 1969     MONUMENTED       LADH
 BJ2116
 BJ2116                          STATION DESCRIPTION
 BJ2116
 BJ2116'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BJ2116'1.45 MI NE FROM GEISMAR.
 BJ2116'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE IN
 BJ2116'GEISMAR IN NORTHEAST FLARE AT JUNCTION OF STATE HIGHWAY 73 AND NEW
 BJ2116'STATE HIGHWAY 30.  IT IS 80.2 FEET NORTH OF CENTERLINE OF STATE
 BJ2116'HIGHWAY 73, 71 FEET EAST OF NEW STATE HIGHWAY 30.  SET IN TOP OF A
 BJ2116'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND, 1.0 FOOT WEST OF STEEL
 BJ2116'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4066 ***********************************************************************
 BJ4066  DESIGNATION -  30 87
 BJ4066  PID         -  BJ4066
 BJ4066  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4066  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4066
 BJ4066                         *CURRENT SURVEY CONTROL
 BJ4066  ___________________________________________________________________
 BJ4066* NAD 83(1986)-  30 30 30.     (N)    091 08 48.     (W)     SCALED    
 BJ4066* NAVD 88     -        16.986  (meters)      55.73   (feet)  ADJUSTED  
 BJ4066  ___________________________________________________________________
 BJ4066  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4066  DYNAMIC HT  -          16.964 (meters)      55.66  (feet)  COMP
 BJ4066  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BJ4066
 BJ4066  VERT ORDER  -  SECOND    CLASS II
 BJ4066
 BJ4066.The horizontal coordinates were scaled from a topographic map and have
 BJ4066.an estimated accuracy of +/- 6 seconds.
 BJ4066
 BJ4066.The orthometric height was determined by differential leveling
 BJ4066.and adjusted by the National Geodetic Survey in February 1994..
 BJ4066
 BJ4066.The geoid height was determined by GEOID03.
 BJ4066
 BJ4066.The dynamic height is computed by dividing the NAVD 88
 BJ4066.geopotential number by the normal gravity value computed on the
 BJ4066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4066.degrees latitude (g = 980.6199 gals.).
 BJ4066
 BJ4066.The modeled gravity was interpolated from observed gravity values.
 BJ4066
 BJ4066;                    North         East    Units  Estimated Accuracy
 BJ4066;SPC LA S     -   222,630.    1,017,920.      MT  (+/- 180 meters Scaled)
 BJ4066
 BJ4066                          SUPERSEDED SURVEY CONTROL
 BJ4066
 BJ4066.No superseded survey control is available for this station.
 BJ4066
 BJ4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP778765(NAD 83)
 BJ4066_MARKER: DB = BENCH MARK DISK
 BJ4066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4066_SP_SET: CONCRETE POST
 BJ4066_STAMPING: 30-87 1987
 BJ4066_MARK LOGO: LA-033
 BJ4066_PROJECTION: FLUSH
 BJ4066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4066+STABILITY: SURFACE MOTION
 BJ4066
 BJ4066  HISTORY     - Date     Condition        Report By
 BJ4066  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4066
 BJ4066                          STATION DESCRIPTION
 BJ4066
 BJ4066'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4066'IN BATON ROUGE.
 BJ4066'ABOUT 2.66 KM (1.67 MI) EASTERLY ON AIRLINE HIGHWAY FROM AIRLINE
 BJ4066'HIGHWAY AND SCENIC HIGHWAY TO THE INTERSECTION OF AIRLINE HIGHWAY AND
 BJ4066'BEECHWOOD ROAD, 15.7 METERS (51.5 FT) SOUTH OF THE CENTERLINE OF
 BJ4066'AIRLINE HIGHWAY, 9.1 METERS (30 FT) EAST OF THE CENTERLINE OF BEECH-
 BJ4066'WOOD ROAD, 4.3 METERS (14 FT) SOUTHWEST OF A FIRE HYDRANT, AND 2.4
 BJ4066'METERS (8 FT) SOUTH-SOUTHWEST OF A SIGNAL BOX.
 BJ4066'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4066'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2001 ***********************************************************************
 BJ2001  DESIGNATION -  30 BOLT
 BJ2001  PID         -  BJ2001
 BJ2001  STATE/COUNTY-  LA/IBERVILLE
 BJ2001  USGS QUAD   -  GRAND RIVER (1992)
 BJ2001
 BJ2001                         *CURRENT SURVEY CONTROL
 BJ2001  ___________________________________________________________________
 BJ2001* NAD 83(1986)-  30 13 40.     (N)    091 28 29.     (W)     SCALED    
 BJ2001* NAVD 88     -         2.55   (+/-2cm)       8.4    (feet)  VERTCON   
 BJ2001  ___________________________________________________________________
 BJ2001  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ2001
 BJ2001  VERT ORDER  -  ? (See Below)
 BJ2001
 BJ2001.The horizontal coordinates were scaled from a topographic map and have
 BJ2001.an estimated accuracy of +/- 6 seconds.
 BJ2001
 BJ2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2001.The vertical order pertains to the NGVD 29 superseded value.
 BJ2001
 BJ2001.The geoid height was determined by GEOID03.
 BJ2001
 BJ2001;                    North         East    Units  Estimated Accuracy
 BJ2001;SPC LA S     -   191,520.      986,390.      MT  (+/- 180 meters Scaled)
 BJ2001
 BJ2001                          SUPERSEDED SURVEY CONTROL
 BJ2001
 BJ2001  NGVD 29 (??/??/??)    2.578  (m)            8.46   (f) ADJUSTED    ?  
 BJ2001
 BJ2001.Superseded values are not recommended for survey control.
 BJ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2001.See file dsdata.txt to determine how the superseded data were derived.
 BJ2001
 BJ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP467450(NAD 83)
 BJ2001_MARKER: B = BOLT
 BJ2001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2001_STAMPING: P.B.M. 30 1933
 BJ2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2001
 BJ2001  HISTORY     - Date     Condition        Report By
 BJ2001  HISTORY     - 1933     MONUMENTED       DOD
 BJ2001  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2001
 BJ2001                          STATION DESCRIPTION
 BJ2001
 BJ2001'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2001'2.7 MI S FROM INDIAN VILLAGE.
 BJ2001'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2001'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 11.9 MILES WEST ALONG
 BJ2001'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, AT THE
 BJ2001'CONFLUENCE OF THE RIVER AND BAYOU PIGEON, IN THE NORTH END OF
 BJ2001'IRREGULAR SEC. 61, T. 10 S., R. 10 E., 361 FEET SOUTH OF THE RIVER
 BJ2001'BANK, 145 FEET SOUTH OF THE WILLIE GIBSON HOUSE, IN SCRUB TIMBER, 62.6
 BJ2001'FEET SOUTHWEST OF P.B.M. WILLIE GIBSON (U.S.E.), DESCRIBED ABOVE, 29
 BJ2001'FEET EAST OF THE TOP OF THE BANK OF THE BAYOU, 52.3 FEET NORTH OF A
 BJ2001'TRIANGULAR-BLAZED 12-INCH WHITE OAK TREE, 44.5 FEET NORTHEAST OF A
 BJ2001'TRIANGULAR-BLAZED 9-INCH THORN TREE, 13.5 FEET SOUTHEAST OF A
 BJ2001'TRIANGULAR-BLAZED 4-INCH WILLOW TREE, 5.4 FEET WEST OF A
 BJ2001'TRIANGULAR-BLAZED 3-INCH SYCAMORE TREE, AND 1-1/2 FEET BELOW A
 BJ2001'7/8-INCH PROPELLER SHAFT PROJECTING ABOUT 4 FEET ABOVE GROUND.  A
 BJ2001'COPPER BOLT, SET IN THE TOP OF AN UNDERGROUND TILE, ACCESS TO WHICH IS
 BJ2001'HAD THROUGH AN IRON PIPE ABOUT 1 FOOT BELOW GROUND AND BEARING A CORPS
 BJ2001'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2001
 BJ2001                          STATION RECOVERY (1953)
 BJ2001
 BJ2001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2000 ***********************************************************************
 BJ2000  DESIGNATION -  30 CAP
 BJ2000  PID         -  BJ2000
 BJ2000  STATE/COUNTY-  LA/IBERVILLE
 BJ2000  USGS QUAD   -  GRAND RIVER (1992)
 BJ2000
 BJ2000                         *CURRENT SURVEY CONTROL
 BJ2000  ___________________________________________________________________
 BJ2000* NAD 83(1986)-  30 13 40.     (N)    091 28 29.     (W)     SCALED    
 BJ2000* NAVD 88     -         3.77   (+/-2cm)      12.4    (feet)  VERTCON   
 BJ2000  ___________________________________________________________________
 BJ2000  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ2000
 BJ2000  VERT ORDER  -  ? (See Below)
 BJ2000
 BJ2000.The horizontal coordinates were scaled from a topographic map and have
 BJ2000.an estimated accuracy of +/- 6 seconds.
 BJ2000
 BJ2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2000.The vertical order pertains to the NGVD 29 superseded value.
 BJ2000
 BJ2000.The geoid height was determined by GEOID03.
 BJ2000
 BJ2000;                    North         East    Units  Estimated Accuracy
 BJ2000;SPC LA S     -   191,520.      986,390.      MT  (+/- 180 meters Scaled)
 BJ2000
 BJ2000                          SUPERSEDED SURVEY CONTROL
 BJ2000
 BJ2000  NGVD 29 (??/??/??)    3.796  (m)           12.45   (f) ADJUSTED    ?  
 BJ2000
 BJ2000.Superseded values are not recommended for survey control.
 BJ2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2000.See file dsdata.txt to determine how the superseded data were derived.
 BJ2000
 BJ2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP467450(NAD 83)
 BJ2000_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2000_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2000_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2000_STAMPING: P.B.M. 30 1933
 BJ2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2000
 BJ2000  HISTORY     - Date     Condition        Report By
 BJ2000  HISTORY     - 1933     MONUMENTED       DOD
 BJ2000  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2000
 BJ2000                          STATION DESCRIPTION
 BJ2000
 BJ2000'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2000'2.7 MI S FROM INDIAN VILLAGE.
 BJ2000'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2000'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 11.9 MILES WEST ALONG
 BJ2000'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, AT THE
 BJ2000'CONFLUENCE OF THE RIVER AND BAYOU PIGEON, IN THE NORTH END OF
 BJ2000'IRREGULAR SEC. 61, T. 10 S., R. 10 E., 361 FEET SOUTH OF THE RIVER
 BJ2000'BANK, 145 FEET SOUTH OF THE WILLIE GIBSON HOUSE, IN SCRUB TIMBER, 62.6
 BJ2000'FEET SOUTHWEST OF P.B.M. WILLIE GIBSON (U.S.E.), DESCRIBED ABOVE, 29
 BJ2000'FEET EAST OF THE TOP OF THE BANK OF THE BAYOU, 52.3 FEET NORTH OF A
 BJ2000'TRIANGULAR-BLAZED 12-INCH WHITE OAK TREE, 44.5 FEET NORTHEAST OF A
 BJ2000'TRIANGULAR-BLAZED 9-INCH THORN TREE, 13.5 FEET SOUTHEAST OF A
 BJ2000'TRIANGULAR-BLAZED 4-INCH WILLOW TREE, 5.4 FEET WEST OF A
 BJ2000'TRIANGULAR-BLAZED 3-INCH SYCAMORE TREE, AND 1-1/2 FEET BELOW A
 BJ2000'7/8-INCH PROPELLER SHAFT PROJECTING ABOUT 4 FEET ABOVE GROUND.  AN
 BJ2000'IRON PIPE ABOUT 1 FOOT BELOW GROUND AND BEARING A CORPS OF ENGINEERS,
 BJ2000'U.S. ARMY, STANDARD CAP.
 BJ2000
 BJ2000                          STATION RECOVERY (1953)
 BJ2000
 BJ2000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1569 ***********************************************************************
 CP1569  DESIGNATION -  30 DIETZE BOLT
 CP1569  PID         -  CP1569
 CP1569  STATE/COUNTY-  LA/TENSAS
 CP1569  USGS QUAD   -  NEWELLTON (1994)
 CP1569
 CP1569                         *CURRENT SURVEY CONTROL
 CP1569  ___________________________________________________________________
 CP1569* NAD 83(1986)-  32 02 07.     (N)    091 10 02.     (W)     SCALED    
 CP1569* NAVD 88     -        22.93   (+/-2cm)      75.2    (feet)  VERTCON   
 CP1569  ___________________________________________________________________
 CP1569  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1569
 CP1569  VERT ORDER  -  ? (See Below)
 CP1569
 CP1569.The horizontal coordinates were scaled from a topographic map and have
 CP1569.an estimated accuracy of +/- 6 seconds.
 CP1569
 CP1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1569.The vertical order pertains to the NGVD 29 superseded value.
 CP1569
 CP1569.The geoid height was determined by GEOID03.
 CP1569
 CP1569;                    North         East    Units  Estimated Accuracy
 CP1569;SPC LA N     -   171,000.    1,125,880.      MT  (+/- 180 meters Scaled)
 CP1569
 CP1569                          SUPERSEDED SURVEY CONTROL
 CP1569
 CP1569  NGVD 29 (??/??/92)   22.953  (m)           75.31   (f) ADJ UNCH    ?  
 CP1569
 CP1569.Superseded values are not recommended for survey control.
 CP1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1569.See file dsdata.txt to determine how the superseded data were derived.
 CP1569
 CP1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR730458(NAD 83)
 CP1569_MARKER: B = BOLT
 CP1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1569_SP_SET: CONCRETE BLOCK
 CP1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1569
 CP1569  HISTORY     - Date     Condition        Report By
 CP1569  HISTORY     - UNK      MONUMENTED       DOD
 CP1569  HISTORY     - 1934     GOOD             DOD
 CP1569
 CP1569                          STATION DESCRIPTION
 CP1569
 CP1569'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1569'3.25 MI NE FROM NEWELLTON.
 CP1569'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1569'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 CP1569'MISSISSIPPI RIVER IN TENSAS PARISH, LA.  ON HOPKINS PLANTATION. IN
 CP1569'OPEN FIELD 168 METERS LANDWARD FROM CENTER LINE OF NEW LEVEE, 115
 CP1569'METERS SOUTH OF CENTER LINE OF DIRT ROAD RUNNING ALONG THE NORTH BANK
 CP1569'OF A SLOUGH.  50.3 METERS UPSTREAM FROM SMALL DRAINAGE DITCH RUNNING
 CP1569'NORTH AND SOUTH, ENTERING THE SLOUGH AT RIGHT ANGLES.  P.B.M.
 CP1569'APPROXIMATELY 3/4 MILE UPSTREAM FROM LAKE ST. JOSEPH.  TOP OF CAP IS
 CP1569'ABOUT 24 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1568 ***********************************************************************
 CP1568  DESIGNATION -  30 DIETZE CAP
 CP1568  PID         -  CP1568
 CP1568  STATE/COUNTY-  LA/TENSAS
 CP1568  USGS QUAD   -  NEWELLTON (1994)
 CP1568
 CP1568                         *CURRENT SURVEY CONTROL
 CP1568  ___________________________________________________________________
 CP1568* NAD 83(1986)-  32 02 07.     (N)    091 10 02.     (W)     SCALED    
 CP1568* NAVD 88     -        24.16   (+/-2cm)      79.3    (feet)  VERTCON   
 CP1568  ___________________________________________________________________
 CP1568  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1568
 CP1568  VERT ORDER  -  ? (See Below)
 CP1568
 CP1568.The horizontal coordinates were scaled from a topographic map and have
 CP1568.an estimated accuracy of +/- 6 seconds.
 CP1568
 CP1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1568.The vertical order pertains to the NGVD 29 superseded value.
 CP1568
 CP1568.The geoid height was determined by GEOID03.
 CP1568
 CP1568;                    North         East    Units  Estimated Accuracy
 CP1568;SPC LA N     -   171,000.    1,125,880.      MT  (+/- 180 meters Scaled)
 CP1568
 CP1568                          SUPERSEDED SURVEY CONTROL
 CP1568
 CP1568  NGVD 29 (??/??/92)   24.182  (m)           79.34   (f) ADJ UNCH    ?  
 CP1568
 CP1568.Superseded values are not recommended for survey control.
 CP1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1568.See file dsdata.txt to determine how the superseded data were derived.
 CP1568
 CP1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR730458(NAD 83)
 CP1568_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1568
 CP1568  HISTORY     - Date     Condition        Report By
 CP1568  HISTORY     - UNK      MONUMENTED       DOD
 CP1568  HISTORY     - 1934     GOOD             DOD
 CP1568
 CP1568                          STATION DESCRIPTION
 CP1568
 CP1568'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1568'3.25 MI NE FROM NEWELLTON.
 CP1568'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1568'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 CP1568'MISSISSIPPI RIVER IN TENSAS PARISH, LA.  ON HOPKINS PLANTATION. IN
 CP1568'OPEN FIELD 168 METERS LANDWARD FROM CENTER LINE OF NEW LEVEE, 115
 CP1568'METERS SOUTH OF CENTER LINE OF DIRT ROAD RUNNING ALONG THE NORTH BANK
 CP1568'OF A SLOUGH.  50.3 METERS UPSTREAM FROM SMALL DRAINAGE DITCH RUNNING
 CP1568'NORTH AND SOUTH, ENTERING THE SLOUGH AT RIGHT ANGLES.  P.B.M.
 CP1568'APPROXIMATELY 3/4 MILE UPSTREAM FROM LAKE ST. JOSEPH.  TOP OF CAP IS
 CP1568'ABOUT 24 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0678 ***********************************************************************
 BJ0678  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0678  DESIGNATION -  30 LLD ANO
 BJ0678  PID         -  BJ0678
 BJ0678  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ0678  USGS QUAD   -  LUTCHER (1994)
 BJ0678
 BJ0678                         *CURRENT SURVEY CONTROL
 BJ0678  ___________________________________________________________________
 BJ0678* NAD 83(1992)-  30 02 38.76483(N)    090 39 57.48959(W)     ADJUSTED  
 BJ0678* NAVD 88     -         5.58 **(meters)      18.3  **(feet)  GPS OBS(2004.65)
 BJ0678  **This station is located in a subsidence area (see below).
 BJ0678  ___________________________________________________________________
 BJ0678  X           -     -64,226.818 (meters)                     COMP
 BJ0678  Y           -  -5,525,419.391 (meters)                     COMP
 BJ0678  Z           -   3,174,596.189 (meters)                     COMP
 BJ0678  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ0678  ELLIP HEIGHT-         -20.76  (meters)          (05/09/05) GPS OBS
 BJ0678  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BJ0678  DYNAMIC HT  -           5.57  (meters)      18.3   (feet)  COMP
 BJ0678  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 BJ0678
 BJ0678  HORZ ORDER  -  B
 BJ0678  VERT ORDER  -  THIRD (See Below)
 BJ0678  ELLP ORDER  -  FOURTH    CLASS II
 BJ0678
 BJ0678.The horizontal coordinates were established by GPS observations
 BJ0678.and adjusted by the National Geodetic Survey in May 2005..
 BJ0678
 BJ0678 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0678 ** and geoid heights are valid at the date of observation. These heights
 BJ0678 ** must always be validated when used as control.
 BJ0678 ** The orthometric height was determined by GPS observations using
 BJ0678 ** precise GPS observation and processing techniques and a new
 BJ0678 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0678 ** determined for this station.
 BJ0678 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0678 ** epoch indicated which incorporates improved geoid heights for the
 BJ0678 ** Southern Louisiana Subsidence area.
 BJ0678 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0678.The orthometric height was determined by GPS observations and a
 BJ0678.high-resolution geoid model using precise GPS observation and
 BJ0678.processing techniques. It supersedes the leveled height previously
 BJ0678.determined for this station.
 BJ0678.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0678.derived orthometric height which differed from the leveled height by
 BJ0678.more than one decimeter (0.1 meter).
 BJ0678.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0678
 BJ0678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0678
 BJ0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0678
 BJ0678.The ellipsoidal height was determined by GPS observations
 BJ0678.and is referenced to NAD 83.
 BJ0678
 BJ0678.The geoid height was determined by GEOID03.
 BJ0678
 BJ0678.The dynamic height is computed by dividing the NAVD 88
 BJ0678.geopotential number by the normal gravity value computed on the
 BJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0678.degrees latitude (g = 980.6199 gals.).
 BJ0678
 BJ0678.The modeled gravity was interpolated from observed gravity values.
 BJ0678
 BJ0678;                    North         East     Units Scale Factor Converg.
 BJ0678;SPC LA S     -   171,342.218 1,064,357.855   MT  0.99992603   +0 20 01.3
 BJ0678;SPC LA S     -   562,145.26  3,491,980.73   sFT  0.99992603   +0 20 01.3
 BJ0678;UTM  15      - 3,325,967.884   725,043.521   MT  1.00022487   +1 10 08.6
 BJ0678
 BJ0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0678!SPC LA S     -   1.00000326  x   0.99992603  =   0.99992929
 BJ0678!UTM  15      -   1.00000326  x   1.00022487  =   1.00022813
 BJ0678
 BJ0678                          SUPERSEDED SURVEY CONTROL
 BJ0678
 BJ0678  NAVD 88 (02/14/94)    5.735  (m)           18.82   (f) READJUSTED  3  
 BJ0678  NGVD 29 (??/??/??)    5.798  (m)           19.02   (f) ADJUSTED    1 1
 BJ0678
 BJ0678.Superseded values are not recommended for survey control.
 BJ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0678.See file dsdata.txt to determine how the superseded data were derived.
 BJ0678
 BJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2504425968(NAD 83)
 BJ0678_MARKER: DD = SURVEY DISK
 BJ0678_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ0678_SP_SET: 63 FT. 1-INCH IRON PIPE
 BJ0678_STAMPING: 30 LLD ANO
 BJ0678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0678+STABILITY: SURFACE MOTION
 BJ0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0678+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 BJ0678
 BJ0678  HISTORY     - Date     Condition        Report By
 BJ0678  HISTORY     - 1975     MONUMENTED       USACE
 BJ0678  HISTORY     - 1977     GOOD             NGS
 BJ0678  HISTORY     - 20021107 GOOD             3001
 BJ0678  HISTORY     - 20060919 GOOD             LADTD
 BJ0678
 BJ0678                          STATION DESCRIPTION
 BJ0678
 BJ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BJ0678'IN WALLACE.
 BJ0678'AT WALLACE, ALONG STATE HIGHWAY 18, AT THE JUNCTION OF WEST EIGHTH
 BJ0678'STREET, 26 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 244 FT.
 BJ0678'SOUTHWEST OF THE EXTENDED CENTER LINE OF THE STREET, 76 FT. NORTHEAST
 BJ0678'OF A SHELL ROAD LEADING NORTH TO TOP OF LEVEE, A DISK ON TOP OF A
 BJ0678'1-INCH IRON PIPE DRIVEN TO A DEPTH OF 63 FT., THE DISK IS ENCASED IN
 BJ0678'CONCRETE AND FLUSH WITH THE GROUND.
 BJ0678
 BJ0678                          STATION RECOVERY (2002)
 BJ0678
 BJ0678'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0678'THE STATION IS LOCATED IN EDGARD, 0.4 MILES NORTHEAST OF THE SOUTHERN
 BJ0678'END OF BRIDGE  OVER MISSISSIPPI RIVER, 1.2MILES EAST AND ACROSS RIVER
 BJ0678'FROM GRAMERCY
 BJ0678' 
 BJ0678'OWNERSHIP- COE
 BJ0678' 
 BJ0678'TO REACH THE STATION FROM THE INTERSECTION OF SR 18 AND BRIDGE OVER
 BJ0678'THE MISSISSIPPI  RIVER GO NORTHEAST ON SR 18 FOR 0.3 MILES TO STATION
 BJ0678'ON LEFT.
 BJ0678' 
 BJ0678'THE STATION IS 26' NORTHWEST OF THE CENTERLINE OF SR 18, 244'
 BJ0678'SOUTHWEST OF THE EXTENDED  CENTERLINE OF WEST 5TH ST. THERE IS NO
 BJ0678'SHELL ROAD LEAD UP THE LEVEE AS TO THE OLD DESCRIPTION. STATION IS A
 BJ0678'COE  BRASS CAP SET ON A 1' IRON PIPE DRIVEN 63' INTO THE GROUND,
 BJ0678'STAMPED 30LLDANO
 BJ0678
 BJ0678                          STATION RECOVERY (2006)
 BJ0678
 BJ0678'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BJ0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0225 ***********************************************************************
 BJ0225  DESIGNATION -  30 WARL
 BJ0225  PID         -  BJ0225
 BJ0225  STATE/COUNTY-  LA/ST LANDRY
 BJ0225  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0225
 BJ0225                         *CURRENT SURVEY CONTROL
 BJ0225  ___________________________________________________________________
 BJ0225* NAD 83(1986)-  30 37 48.     (N)    091 45 02.     (W)     SCALED    
 BJ0225* NAVD 88     -        10.256  (meters)      33.65   (feet)  ADJUSTED  
 BJ0225  ___________________________________________________________________
 BJ0225  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ0225  DYNAMIC HT  -          10.243 (meters)      33.61  (feet)  COMP
 BJ0225  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 BJ0225
 BJ0225  VERT ORDER  -  FIRST     CLASS I
 BJ0225
 BJ0225.The horizontal coordinates were scaled from a topographic map and have
 BJ0225.an estimated accuracy of +/- 6 seconds.
 BJ0225
 BJ0225.The orthometric height was determined by differential leveling
 BJ0225.and adjusted by the National Geodetic Survey in February 1994..
 BJ0225
 BJ0225.The geoid height was determined by GEOID03.
 BJ0225
 BJ0225.The dynamic height is computed by dividing the NAVD 88
 BJ0225.geopotential number by the normal gravity value computed on the
 BJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0225.degrees latitude (g = 980.6199 gals.).
 BJ0225
 BJ0225.The modeled gravity was interpolated from observed gravity values.
 BJ0225
 BJ0225;                    North         East    Units  Estimated Accuracy
 BJ0225;SPC LA S     -   236,180.      960,000.      MT  (+/- 180 meters Scaled)
 BJ0225
 BJ0225                          SUPERSEDED SURVEY CONTROL
 BJ0225
 BJ0225  NAVD 88 (06/15/91)   10.300  (m)           33.79   (f) UNKNOWN     1 1
 BJ0225  NGVD 29 (??/??/??)   10.267  (m)           33.68   (f) ADJUSTED    1 1
 BJ0225
 BJ0225.Superseded values are not recommended for survey control.
 BJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0225.See file dsdata.txt to determine how the superseded data were derived.
 BJ0225
 BJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP197892(NAD 83)
 BJ0225_MARKER: DD = SURVEY DISK
 BJ0225_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0225_SP_SET: 125 FT IRON PIPE
 BJ0225_STAMPING: PBM 30 WARL 1976 USE
 BJ0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0225
 BJ0225  HISTORY     - Date     Condition        Report By
 BJ0225  HISTORY     - 1976     MONUMENTED       USE
 BJ0225  HISTORY     - 1976     GOOD             NGS
 BJ0225
 BJ0225                          STATION DESCRIPTION
 BJ0225
 BJ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0225'4.5 MI SOUTH FROM MELVILLE.
 BJ0225'4.5 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE JUNCTION OF STATE
 BJ0225'HIGHWAY 10, ON THE OUTSIDE OF A CURVE, 118 FT SOUTH OF THE CENTER
 BJ0225'OF THE JUNCTION OF A DRIVEWAY LEADING NORTHWEST AND A ROAD OVER A
 BJ0225'LEVEE, 54 FT SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 79.5 FT
 BJ0225'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 88 FT SOUTHWEST OF THE
 BJ0225'SOUTHWEST END OF A METAL GATE, 19.5 FT SOUTHEAST OF A FENCE, A 1-INCH
 BJ0225'IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 125 FT ENCASED IN A
 BJ0225'2-INCH IRON PIPE BORED TO A DEPTH OF 100 FT WITH A 3-INCH SCREW CAP
 BJ0225'FOR ACCESS. THE SCREW CAP PROJECTS 22 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1109 ***********************************************************************
 CP1109  DESIGNATION -  300 A BOLT
 CP1109  PID         -  CP1109
 CP1109  STATE/COUNTY-  LA/EAST CARROLL
 CP1109  USGS QUAD   -  MILLIKIN (1994)
 CP1109
 CP1109                         *CURRENT SURVEY CONTROL
 CP1109  ___________________________________________________________________
 CP1109* NAD 83(1986)-  32 55 47.     (N)    091 12 58.     (W)     SCALED    
 CP1109* NAVD 88     -        33.00   (+/-2cm)     108.3    (feet)  VERTCON   
 CP1109  ___________________________________________________________________
 CP1109  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP1109
 CP1109  VERT ORDER  -  ? (See Below)
 CP1109
 CP1109.The horizontal coordinates were scaled from a topographic map and have
 CP1109.an estimated accuracy of +/- 6 seconds.
 CP1109
 CP1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1109.The vertical order pertains to the NGVD 29 superseded value.
 CP1109
 CP1109.The geoid height was determined by GEOID03.
 CP1109
 CP1109;                    North         East    Units  Estimated Accuracy
 CP1109;SPC LA N     -   270,120.    1,120,080.      MT  (+/- 180 meters Scaled)
 CP1109
 CP1109                          SUPERSEDED SURVEY CONTROL
 CP1109
 CP1109  NGVD 29 (??/??/92)   33.067  (m)          108.49   (f) ADJ UNCH    ?  
 CP1109
 CP1109.Superseded values are not recommended for survey control.
 CP1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1109.See file dsdata.txt to determine how the superseded data were derived.
 CP1109
 CP1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS667449(NAD 83)
 CP1109_MARKER: B = BOLT
 CP1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1109_SP_SET: STONE
 CP1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1109+STABILITY: SURFACE MOTION
 CP1109
 CP1109  HISTORY     - Date     Condition        Report By
 CP1109  HISTORY     - UNK      MONUMENTED       DOD
 CP1109  HISTORY     - 1934     GOOD             DOD
 CP1109
 CP1109                          STATION DESCRIPTION
 CP1109
 CP1109'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1109'12 MI N FROM LAKE PROVIDENCE.
 CP1109'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1109'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 12 MILES NORTH OF
 CP1109'LAKE PROVIDENCE LA.  2 1/2 MI. SE OF MILLIKEN, 275 FEET WEST OF GRAVEL
 CP1109'HIGHWAY NO. 65.  400 FEET SOUTH OF HOUSE.  25 FEET EAST OF CABIN. 15
 CP1109'FEET NORTH OF CENTER LINE OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1108 ***********************************************************************
 CP1108  DESIGNATION -  300 A CAP
 CP1108  PID         -  CP1108
 CP1108  STATE/COUNTY-  LA/EAST CARROLL
 CP1108  USGS QUAD   -  MILLIKIN (1994)
 CP1108
 CP1108                         *CURRENT SURVEY CONTROL
 CP1108  ___________________________________________________________________
 CP1108* NAD 83(1986)-  32 55 47.     (N)    091 12 58.     (W)     SCALED    
 CP1108* NAVD 88     -        34.21   (+/-2cm)     112.2    (feet)  VERTCON   
 CP1108  ___________________________________________________________________
 CP1108  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP1108
 CP1108  VERT ORDER  -  ? (See Below)
 CP1108
 CP1108.The horizontal coordinates were scaled from a topographic map and have
 CP1108.an estimated accuracy of +/- 6 seconds.
 CP1108
 CP1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1108.The vertical order pertains to the NGVD 29 superseded value.
 CP1108
 CP1108.The geoid height was determined by GEOID03.
 CP1108
 CP1108;                    North         East    Units  Estimated Accuracy
 CP1108;SPC LA N     -   270,120.    1,120,080.      MT  (+/- 180 meters Scaled)
 CP1108
 CP1108                          SUPERSEDED SURVEY CONTROL
 CP1108
 CP1108  NGVD 29 (??/??/92)   34.278  (m)          112.46   (f) ADJ UNCH    ?  
 CP1108
 CP1108.Superseded values are not recommended for survey control.
 CP1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1108.See file dsdata.txt to determine how the superseded data were derived.
 CP1108
 CP1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS667449(NAD 83)
 CP1108_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1108
 CP1108  HISTORY     - Date     Condition        Report By
 CP1108  HISTORY     - UNK      MONUMENTED       DOD
 CP1108  HISTORY     - 1934     GOOD             DOD
 CP1108
 CP1108                          STATION DESCRIPTION
 CP1108
 CP1108'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1108'12 MI N FROM LAKE PROVIDENCE.
 CP1108'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1108'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 12 MILES NORTH OF
 CP1108'LAKE PROVIDENCE LA.  2 1/2 MI. SE OF MILLIKEN, 275 FEET WEST OF GRAVEL
 CP1108'HIGHWAY NO. 65.  400 FEET SOUTH OF HOUSE.  25 FEET EAST OF CABIN. 15
 CP1108'FEET NORTH OF CENTER LINE OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1450 ***********************************************************************
 CP1450  DESIGNATION -  3000 A BOLT
 CP1450  PID         -  CP1450
 CP1450  STATE/COUNTY-  LA/MADISON
 CP1450  USGS QUAD   -  ASHLY (1972)
 CP1450
 CP1450                         *CURRENT SURVEY CONTROL
 CP1450  ___________________________________________________________________
 CP1450* NAD 83(1986)-  32 22 52.     (N)    091 01 57.     (W)     SCALED    
 CP1450* NAVD 88     -        24.70   (+/-2cm)      81.0    (feet)  VERTCON   
 CP1450  ___________________________________________________________________
 CP1450  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP1450
 CP1450  VERT ORDER  -  ? (See Below)
 CP1450
 CP1450.The horizontal coordinates were scaled from a topographic map and have
 CP1450.an estimated accuracy of +/- 6 seconds.
 CP1450
 CP1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1450.The vertical order pertains to the NGVD 29 superseded value.
 CP1450
 CP1450.The geoid height was determined by GEOID03.
 CP1450
 CP1450;                    North         East    Units  Estimated Accuracy
 CP1450;SPC LA N     -   209,510.    1,138,080.      MT  (+/- 180 meters Scaled)
 CP1450
 CP1450                          SUPERSEDED SURVEY CONTROL
 CP1450
 CP1450  NGVD 29 (??/??/92)   24.701  (m)           81.04   (f) ADJ UNCH    ?  
 CP1450
 CP1450.Superseded values are not recommended for survey control.
 CP1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1450.See file dsdata.txt to determine how the superseded data were derived.
 CP1450
 CP1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR850843(NAD 83)
 CP1450_MARKER: B = BOLT
 CP1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1450_SP_SET: STONE
 CP1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1450+STABILITY: SURFACE MOTION
 CP1450
 CP1450  HISTORY     - Date     Condition        Report By
 CP1450  HISTORY     - UNK      MONUMENTED       DOD
 CP1450  HISTORY     - 1934     GOOD             DOD
 CP1450  HISTORY     - 1963     GOOD             USGS
 CP1450
 CP1450                          STATION DESCRIPTION
 CP1450
 CP1450'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1450'1.5 MI S FROM DUCKPORT.
 CP1450'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1450'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1 1/2 MILES SOUTH OF
 CP1450'DUCKPORT, LA.  464 FEET SOUTHWEST OF LEVEE STATION NO. 3000.  258 FEET
 CP1450'SOUTHWEST OF GRAVEL ROAD.  IN EDGE OF WOODS.  4500 FEET SOUTHWEST OF
 CP1450'DUCKPORT REVETMENT.
 CP1450
 CP1450                          STATION RECOVERY (1963)
 CP1450
 CP1450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1449 ***********************************************************************
 CP1449  DESIGNATION -  3000 A CAP
 CP1449  PID         -  CP1449
 CP1449  STATE/COUNTY-  LA/MADISON
 CP1449  USGS QUAD   -  ASHLY (1972)
 CP1449
 CP1449                         *CURRENT SURVEY CONTROL
 CP1449  ___________________________________________________________________
 CP1449* NAD 83(1986)-  32 22 52.     (N)    091 01 57.     (W)     SCALED    
 CP1449* NAVD 88     -        25.92   (+/-2cm)      85.0    (feet)  VERTCON   
 CP1449  ___________________________________________________________________
 CP1449  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP1449
 CP1449  VERT ORDER  -  ? (See Below)
 CP1449
 CP1449.The horizontal coordinates were scaled from a topographic map and have
 CP1449.an estimated accuracy of +/- 6 seconds.
 CP1449
 CP1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1449.The vertical order pertains to the NGVD 29 superseded value.
 CP1449
 CP1449.The geoid height was determined by GEOID03.
 CP1449
 CP1449;                    North         East    Units  Estimated Accuracy
 CP1449;SPC LA N     -   209,510.    1,138,080.      MT  (+/- 180 meters Scaled)
 CP1449
 CP1449                          SUPERSEDED SURVEY CONTROL
 CP1449
 CP1449  NGVD 29 (??/??/92)   25.920  (m)           85.04   (f) ADJ UNCH    ?  
 CP1449
 CP1449.Superseded values are not recommended for survey control.
 CP1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1449.See file dsdata.txt to determine how the superseded data were derived.
 CP1449
 CP1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR850843(NAD 83)
 CP1449_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1449_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1449
 CP1449  HISTORY     - Date     Condition        Report By
 CP1449  HISTORY     - UNK      MONUMENTED       DOD
 CP1449  HISTORY     - 1934     GOOD             DOD
 CP1449  HISTORY     - 1963     GOOD             USGS
 CP1449
 CP1449                          STATION DESCRIPTION
 CP1449
 CP1449'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1449'1.5 MI S FROM DUCKPORT.
 CP1449'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1449'MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1 1/2 MILES SOUTH OF
 CP1449'DUCKPORT, LA.  464 FEET SOUTHWEST OF LEVEE STATION NO. 3000.  258 FEET
 CP1449'SOUTHWEST OF GRAVEL ROAD.  IN EDGE OF WOODS.  4500 FEET SOUTHWEST OF
 CP1449'DUCKPORT REVETMENT.
 CP1449
 CP1449                          STATION RECOVERY (1963)
 CP1449
 CP1449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6226 ***********************************************************************
 AH6226  DESIGNATION -  3011 01
 AH6226  PID         -  AH6226
 AH6226  STATE/COUNTY-  LA/TERREBONNE
 AH6226  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6226
 AH6226                         *CURRENT SURVEY CONTROL
 AH6226  ___________________________________________________________________
 AH6226* NAD 83(1992)-  29 22 13.39610(N)    090 43 09.14056(W)     ADJUSTED  
 AH6226* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6226  **This station is located in a subsidence area (see below).
 AH6226  ___________________________________________________________________
 AH6226  X           -     -69,825.233 (meters)                     COMP
 AH6226  Y           -  -5,562,359.913 (meters)                     COMP
 AH6226  Z           -   3,109,730.834 (meters)                     COMP
 AH6226  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6226  ELLIP HEIGHT-         -24.17  (meters)          (02/21/02) GPS OBS
 AH6226  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AH6226
 AH6226  HORZ ORDER  -  FIRST
 AH6226  ELLP ORDER  -  FIFTH     CLASS I
 AH6226
 AH6226.The horizontal coordinates were established by GPS observations
 AH6226.and adjusted by the National Geodetic Survey in December 1998..
 AH6226
 AH6226 ** The orthometric height has not been validated since last determined
 AH6226 ** by differential leveling and should not be used for control purposes.
 AH6226 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6226 ** area with valid NAVD 88 orthometric heights.
 AH6226 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6226 ** epoch indicated which incorporates improved geoid heights for the
 AH6226 ** Southern Louisiana Subsidence area.
 AH6226 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6226.The orthometric height was determined by GPS observations and a
 AH6226.high-resolution geoid model.
 AH6226
 AH6226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6226
 AH6226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6226
 AH6226.The ellipsoidal height was determined by GPS observations
 AH6226.and is referenced to NAD 83.
 AH6226
 AH6226.The geoid height was determined by GEOID03.
 AH6226
 AH6226;                    North         East     Units Scale Factor Converg.
 AH6226;SPC LA S     -    96,639.246 1,059,624.221   MT  0.99998585   +0 18 25.5
 AH6226;SPC LA S     -   317,057.26  3,476,450.47   sFT  0.99998585   +0 18 25.5
 AH6226;UTM  15      - 3,251,184.377   721,383.187   MT  1.00020479   +1 07 08.7
 AH6226
 AH6226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6226!SPC LA S     -   1.00000380  x   0.99998585  =   0.99998965
 AH6226!UTM  15      -   1.00000380  x   1.00020479  =   1.00020859
 AH6226
 AH6226:                Primary Azimuth Mark                     Grid Az
 AH6226:SPC LA S     -  3011 02                                  215 48 20.8
 AH6226:UTM  15      -  3011 02                                  214 59 37.6
 AH6226
 AH6226|---------------------------------------------------------------------|
 AH6226| PID    Reference Object                     Distance      Geod. Az  |
 AH6226|                                                           dddmmss.s |
 AH6226| AH6225 3011 02                             APPROX. 0.9 KM 2160646.3 |
 AH6226|---------------------------------------------------------------------|
 AH6226
 AH6226                          SUPERSEDED SURVEY CONTROL
 AH6226
 AH6226  ELLIP H (12/17/98)  -24.19   (m)                       GP(       ) 4 2
 AH6226
 AH6226.Superseded values are not recommended for survey control.
 AH6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6226.See file dsdata.txt to determine how the superseded data were derived.
 AH6226
 AH6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2138351184(NAD 83)
 AH6226_MARKER: DD = SURVEY DISK
 AH6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6226_STAMPING: 3011 01
 AH6226_MARK LOGO: LA-109
 AH6226_PROJECTION: FLUSH
 AH6226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6226+STABILITY: SURFACE MOTION
 AH6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6226+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6226
 AH6226  HISTORY     - Date     Condition        Report By
 AH6226  HISTORY     - 1995     MONUMENTED       MPHI
 AH6226
 AH6226                          STATION DESCRIPTION
 AH6226
 AH6226'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6226'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6226'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6226'57 AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO INTERSECTION WITH HWY
 AH6226'3011.  TRAVEL SOUTH ON HWY 3011 FOR 0.45 MI (0.72 KM) TO THE STATION
 AH6226'ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION
 AH6226'IS 35.8 FT (10.9 M) SOUTH FROM THE TELEPHONE PED.3W1, 59.7 FT (18.2 M)
 AH6226'SOUTHEAST FROM THE POWER POLE WITH 3-TRANSFORMERS, 61.6 FT (18.8 M)
 AH6226'NORTHWEST FROM THE FIRE HYDRANT, 15.4 FT (4.7 M) NORTHWEST FROM THE
 AH6226'CENTERLINE OF HWY 3011, AND 113.5 FT (34.6 M) SOUTHEAST FROM THE
 AH6226'SOUTHEAST CORNER OF HUEY ICE COMPANY BUILDING (6054).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6225 ***********************************************************************
 AH6225  DESIGNATION -  3011 02
 AH6225  PID         -  AH6225
 AH6225  STATE/COUNTY-  LA/TERREBONNE
 AH6225  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6225
 AH6225                         *CURRENT SURVEY CONTROL
 AH6225  ___________________________________________________________________
 AH6225* NAD 83(1992)-  29 21 48.63977(N)    090 43 29.75824(W)     ADJUSTED  
 AH6225* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6225  **This station is located in a subsidence area (see below).
 AH6225  ___________________________________________________________________
 AH6225  X           -     -70,385.961 (meters)                     COMP
 AH6225  Y           -  -5,562,726.717 (meters)                     COMP
 AH6225  Z           -   3,109,066.577 (meters)                     COMP
 AH6225  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6225  ELLIP HEIGHT-         -24.12  (meters)          (02/21/02) GPS OBS
 AH6225  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH6225
 AH6225  HORZ ORDER  -  FIRST
 AH6225  ELLP ORDER  -  FIFTH     CLASS I
 AH6225
 AH6225.The horizontal coordinates were established by GPS observations
 AH6225.and adjusted by the National Geodetic Survey in December 1998..
 AH6225
 AH6225 ** The orthometric height has not been validated since last determined
 AH6225 ** by differential leveling and should not be used for control purposes.
 AH6225 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6225 ** area with valid NAVD 88 orthometric heights.
 AH6225 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6225 ** epoch indicated which incorporates improved geoid heights for the
 AH6225 ** Southern Louisiana Subsidence area.
 AH6225 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6225.The orthometric height was determined by GPS observations and a
 AH6225.high-resolution geoid model.
 AH6225
 AH6225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6225
 AH6225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6225
 AH6225.The ellipsoidal height was determined by GPS observations
 AH6225.and is referenced to NAD 83.
 AH6225
 AH6225.The geoid height was determined by GEOID03.
 AH6225
 AH6225;                    North         East     Units Scale Factor Converg.
 AH6225;SPC LA S     -    95,874.069 1,059,072.239   MT  0.99998716   +0 18 15.1
 AH6225;SPC LA S     -   314,546.84  3,474,639.50   sFT  0.99998716   +0 18 15.1
 AH6225;UTM  15      - 3,250,411.287   720,841.986   MT  1.00020184   +1 06 57.7
 AH6225
 AH6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6225!SPC LA S     -   1.00000379  x   0.99998716  =   0.99999095
 AH6225!UTM  15      -   1.00000379  x   1.00020184  =   1.00020563
 AH6225
 AH6225:                Primary Azimuth Mark                     Grid Az
 AH6225:SPC LA S     -  3011 01                                  035 48 21.1
 AH6225:UTM  15      -  3011 01                                  034 59 38.5
 AH6225
 AH6225|---------------------------------------------------------------------|
 AH6225| PID    Reference Object                     Distance      Geod. Az  |
 AH6225|                                                           dddmmss.s |
 AH6225| AH6226 3011 01                             APPROX. 0.9 KM 0360636.2 |
 AH6225| AH6162 3011 03                             APPROX. 0.9 KM 2084703.4 |
 AH6225|---------------------------------------------------------------------|
 AH6225
 AH6225                          SUPERSEDED SURVEY CONTROL
 AH6225
 AH6225  ELLIP H (12/17/98)  -24.13   (m)                       GP(       ) 4 2
 AH6225
 AH6225.Superseded values are not recommended for survey control.
 AH6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6225.See file dsdata.txt to determine how the superseded data were derived.
 AH6225
 AH6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2084250411(NAD 83)
 AH6225_MARKER: DD = SURVEY DISK
 AH6225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6225_STAMPING: 3011 02
 AH6225_MARK LOGO: LA-109
 AH6225_PROJECTION: FLUSH
 AH6225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6225+STABILITY: SURFACE MOTION
 AH6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6225+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6225
 AH6225  HISTORY     - Date     Condition        Report By
 AH6225  HISTORY     - 1995     MONUMENTED       MPHI
 AH6225
 AH6225                          STATION DESCRIPTION
 AH6225
 AH6225'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6225'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6225'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6225'57 AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO INTERSECTION WITH HWY
 AH6225'3011.  TRAVEL SOUTH ON HWY 3011 FOR 1.05 MI (1.69 KM) TO THE STATION
 AH6225'ON THE LEFT.  THE STATION IS A 2INCH DISK IN CONCRETE. THE STATION IS
 AH6225'67.50 FT (20.57 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE WALKWAY
 AH6225'FOR SEA TANG FISHERIES, 23.10 FT (7.04 M) SOUTHEAST FROM THE
 AH6225'CENTERLINE OF HWY 3011, 21.70 FT (6.61 M) NORTHWEST FROM THE POWER
 AH6225'POLE, 137.0 FT (41.8 M) NORTH FROM THE TELEPHONE PED., 45.70 FT (13.93
 AH6225'M) SOUTHEAST FROM THE WOODEN BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6162 ***********************************************************************
 AH6162  DESIGNATION -  3011 03
 AH6162  PID         -  AH6162
 AH6162  STATE/COUNTY-  LA/TERREBONNE
 AH6162  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6162
 AH6162                         *CURRENT SURVEY CONTROL
 AH6162  ___________________________________________________________________
 AH6162* NAD 83(1992)-  29 21 23.25952(N)    090 43 45.67483(W)     ADJUSTED  
 AH6162* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6162  **This station is located in a subsidence area (see below).
 AH6162  ___________________________________________________________________
 AH6162  X           -     -70,820.091 (meters)                     COMP
 AH6162  Y           -  -5,563,104.453 (meters)                     COMP
 AH6162  Z           -   3,108,385.553 (meters)                     COMP
 AH6162  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6162  ELLIP HEIGHT-         -24.03  (meters)          (02/21/02) GPS OBS
 AH6162  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH6162
 AH6162  HORZ ORDER  -  FIRST
 AH6162  ELLP ORDER  -  FIFTH     CLASS I
 AH6162
 AH6162.The horizontal coordinates were established by GPS observations
 AH6162.and adjusted by the National Geodetic Survey in December 1998..
 AH6162
 AH6162 ** The orthometric height has not been validated since last determined
 AH6162 ** by differential leveling and should not be used for control purposes.
 AH6162 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6162 ** area with valid NAVD 88 orthometric heights.
 AH6162 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6162 ** epoch indicated which incorporates improved geoid heights for the
 AH6162 ** Southern Louisiana Subsidence area.
 AH6162 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6162.The orthometric height was determined by GPS observations and a
 AH6162.high-resolution geoid model.
 AH6162
 AH6162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6162
 AH6162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6162
 AH6162.The ellipsoidal height was determined by GPS observations
 AH6162.and is referenced to NAD 83.
 AH6162
 AH6162.The geoid height was determined by GEOID03.
 AH6162
 AH6162;                    North         East     Units Scale Factor Converg.
 AH6162;SPC LA S     -    95,090.376 1,058,647.082   MT  0.99998853   +0 18 07.2
 AH6162;SPC LA S     -   311,975.68  3,473,244.63   sFT  0.99998853   +0 18 07.2
 AH6162;UTM  15      - 3,249,621.482   720,427.885   MT  1.00019958   +1 06 49.0
 AH6162
 AH6162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6162!SPC LA S     -   1.00000377  x   0.99998853  =   0.99999230
 AH6162!UTM  15      -   1.00000377  x   1.00019958  =   1.00020335
 AH6162
 AH6162:                Primary Azimuth Mark                     Grid Az
 AH6162:SPC LA S     -  3011 04                                  174 27 33.0
 AH6162:UTM  15      -  3011 04                                  173 38 51.2
 AH6162
 AH6162|---------------------------------------------------------------------|
 AH6162| PID    Reference Object                     Distance      Geod. Az  |
 AH6162|                                                           dddmmss.s |
 AH6162| AH6227 3011 04                             APPROX. 0.9 KM 1744540.2 |
 AH6162|---------------------------------------------------------------------|
 AH6162
 AH6162                          SUPERSEDED SURVEY CONTROL
 AH6162
 AH6162  ELLIP H (12/17/98)  -24.03   (m)                       GP(       ) 4 2
 AH6162
 AH6162.Superseded values are not recommended for survey control.
 AH6162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6162.See file dsdata.txt to determine how the superseded data were derived.
 AH6162
 AH6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2042849621(NAD 83)
 AH6162_MARKER: DD = SURVEY DISK
 AH6162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6162_STAMPING: 3011 03
 AH6162_MARK LOGO: LA-109
 AH6162_PROJECTION: FLUSH
 AH6162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6162+STABILITY: SURFACE MOTION
 AH6162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6162+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6162
 AH6162  HISTORY     - Date     Condition        Report By
 AH6162  HISTORY     - 1995     MONUMENTED       MPHI
 AH6162
 AH6162                          STATION DESCRIPTION
 AH6162
 AH6162'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6162'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6162'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6162'57 AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO THE INTERSECTION WITH
 AH6162'HWY 3011. TRAVEL SOUTH ON HWY 3011 FOR 1.62 MI (2.61 KM) TO THE
 AH6162'STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6162'STATION IS 27.90 FT (8.50 M) EAST FROM THE 6 FT. CHAIN LINK FENCE,
 AH6162'16.3 FT (5.0 M) WEST FROM THE CENTERLINE OF HWY 3011, 38.9 FT (11.9 M)
 AH6162'NORTHWEST FROM THE FIRE HYDRANT, 76.4 FT (23.3 M) NORTH FROM THE
 AH6162'CENTERLINE OF THE SHELL DRIVEWAY, 173.4 FT (52.9 M) SOUTHWEST FROM THE
 AH6162'POWER POLE WITH 1-TRANSFORMER, AND 125.2 FT (38.2 M) NORTHWEST FROM
 AH6162'THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6227 ***********************************************************************
 AH6227  DESIGNATION -  3011 04
 AH6227  PID         -  AH6227
 AH6227  STATE/COUNTY-  LA/TERREBONNE
 AH6227  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6227
 AH6227                         *CURRENT SURVEY CONTROL
 AH6227  ___________________________________________________________________
 AH6227* NAD 83(1992)-  29 20 52.78695(N)    090 43 42.48573(W)     ADJUSTED  
 AH6227* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6227  **This station is located in a subsidence area (see below).
 AH6227  ___________________________________________________________________
 AH6227  X           -     -70,739.927 (meters)                     COMP
 AH6227  Y           -  -5,563,565.468 (meters)                     COMP
 AH6227  Z           -   3,107,567.808 (meters)                     COMP
 AH6227  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6227  ELLIP HEIGHT-         -23.96  (meters)          (02/21/02) GPS OBS
 AH6227  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH6227
 AH6227  HORZ ORDER  -  FIRST
 AH6227  ELLP ORDER  -  FIFTH     CLASS I
 AH6227
 AH6227.The horizontal coordinates were established by GPS observations
 AH6227.and adjusted by the National Geodetic Survey in December 1998..
 AH6227
 AH6227 ** The orthometric height has not been validated since last determined
 AH6227 ** by differential leveling and should not be used for control purposes.
 AH6227 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6227 ** area with valid NAVD 88 orthometric heights.
 AH6227 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6227 ** epoch indicated which incorporates improved geoid heights for the
 AH6227 ** Southern Louisiana Subsidence area.
 AH6227 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6227.The orthometric height was determined by GPS observations and a
 AH6227.high-resolution geoid model.
 AH6227
 AH6227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6227
 AH6227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6227
 AH6227.The ellipsoidal height was determined by GPS observations
 AH6227.and is referenced to NAD 83.
 AH6227
 AH6227.The geoid height was determined by GEOID03.
 AH6227
 AH6227;                    North         East     Units Scale Factor Converg.
 AH6227;SPC LA S     -    94,152.623 1,058,738.051   MT  0.99999019   +0 18 08.8
 AH6227;SPC LA S     -   308,899.06  3,473,543.09   sFT  0.99999019   +0 18 08.8
 AH6227;UTM  15      - 3,248,684.914   720,532.148   MT  1.00020015   +1 06 49.5
 AH6227
 AH6227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6227!SPC LA S     -   1.00000376  x   0.99999019  =   0.99999395
 AH6227!UTM  15      -   1.00000376  x   1.00020015  =   1.00020391
 AH6227
 AH6227:                Primary Azimuth Mark                     Grid Az
 AH6227:SPC LA S     -  3011 03                                  354 27 33.0
 AH6227:UTM  15      -  3011 03                                  353 38 52.3
 AH6227
 AH6227|---------------------------------------------------------------------|
 AH6227| PID    Reference Object                     Distance      Geod. Az  |
 AH6227|                                                           dddmmss.s |
 AH6227| AH6162 3011 03                             APPROX. 0.9 KM 3544541.8 |
 AH6227|---------------------------------------------------------------------|
 AH6227
 AH6227                          SUPERSEDED SURVEY CONTROL
 AH6227
 AH6227  ELLIP H (12/17/98)  -23.96   (m)                       GP(       ) 4 2
 AH6227
 AH6227.Superseded values are not recommended for survey control.
 AH6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6227.See file dsdata.txt to determine how the superseded data were derived.
 AH6227
 AH6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2053248685(NAD 83)
 AH6227_MARKER: DD = SURVEY DISK
 AH6227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6227_STAMPING: 3011 04
 AH6227_MARK LOGO: LA-109
 AH6227_PROJECTION: FLUSH
 AH6227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6227+STABILITY: SURFACE MOTION
 AH6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6227+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6227
 AH6227  HISTORY     - Date     Condition        Report By
 AH6227  HISTORY     - 1995     MONUMENTED       MPHI
 AH6227
 AH6227                          STATION DESCRIPTION
 AH6227
 AH6227'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6227'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6227'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6227'57 AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO THE INTERSECTION WITH
 AH6227'HWY 3011. TRAVEL SOUTH ON HWY 3011 FOR 2.25 MI (3.62 KM) TO THE
 AH6227'STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6227'STATION IS 15.20 FT (4.63 M) WEST FROM THE CENTERLINE OF HWY 3011
 AH6227'(SHELL ROAD), 81.0 FT (24.7 M) SOUTHEAST FROM THE POWER POLE, 82.3 FT
 AH6227'(25.1 M) SOUTHEAST FROM THE TELEPHONE PED., 50.3 FT (15.3 M) SOUTHWEST
 AH6227'FROM THE EAST END OF THE 18 FT CONCRETE CULVERT CROSSING THE DRAIN
 AH6227'UNDER HWY 3011, 150.7 FT (45.9 M) SOUTH FROM THE CENTERLINE OF THE
 AH6227'SHELL DRIVEWAY FOR (WESTERN COMPANY), AND 10.0 FT (3.0 M) EAST FROM
 AH6227'THE EDGE OF THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1452 ***********************************************************************
 CP1452  DESIGNATION -  3050 A BOLT
 CP1452  PID         -  CP1452
 CP1452  STATE/COUNTY-  LA/MADISON
 CP1452  USGS QUAD   -  MOUND (1973)
 CP1452
 CP1452                         *CURRENT SURVEY CONTROL
 CP1452  ___________________________________________________________________
 CP1452* NAD 83(1986)-  32 22 08.     (N)    091 01 26.     (W)     SCALED    
 CP1452* NAVD 88     -        26.02   (+/-2cm)      85.4    (feet)  VERTCON   
 CP1452  ___________________________________________________________________
 CP1452  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1452
 CP1452  VERT ORDER  -  ? (See Below)
 CP1452
 CP1452.The horizontal coordinates were scaled from a topographic map and have
 CP1452.an estimated accuracy of +/- 6 seconds.
 CP1452
 CP1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1452.The vertical order pertains to the NGVD 29 superseded value.
 CP1452
 CP1452.The geoid height was determined by GEOID03.
 CP1452
 CP1452;                    North         East    Units  Estimated Accuracy
 CP1452;SPC LA N     -   208,160.    1,138,910.      MT  (+/- 180 meters Scaled)
 CP1452
 CP1452                          SUPERSEDED SURVEY CONTROL
 CP1452
 CP1452  NGVD 29 (??/??/92)   26.020  (m)           85.37   (f) ADJ UNCH    ?  
 CP1452
 CP1452.Superseded values are not recommended for survey control.
 CP1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1452.See file dsdata.txt to determine how the superseded data were derived.
 CP1452
 CP1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR859830(NAD 83)
 CP1452_MARKER: B = BOLT
 CP1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1452_SP_SET: STONE
 CP1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1452+STABILITY: SURFACE MOTION
 CP1452
 CP1452  HISTORY     - Date     Condition        Report By
 CP1452  HISTORY     - UNK      MONUMENTED       DOD
 CP1452  HISTORY     - 1934     GOOD             DOD
 CP1452  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1452
 CP1452                          STATION DESCRIPTION
 CP1452
 CP1452'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1452'IN DUCKPORT REVETMENT.
 CP1452'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1452'MISS. RIVER, MADISON PARISH, LA., 4000 FEET WEST OF LOWER END OF
 CP1452'DUCKPORT REVETMENT.  775 FEET SOUTHWEST OF LEVEE STATION NO. 3050. 100
 CP1452'FEET NORTHWEST OF HOUSE.  130 FEET SOUTHEAST OF 42-INCH PECAN TREE. 14
 CP1452'FEET SOUTHWEST OF CENTER LINE OF DIRT ROAD.  3 FEET NORTH OF FENCE
 CP1452'LINE.
 CP1452
 CP1452                          STATION RECOVERY (1963)
 CP1452
 CP1452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1451 ***********************************************************************
 CP1451  DESIGNATION -  3050 A CAP
 CP1451  PID         -  CP1451
 CP1451  STATE/COUNTY-  LA/MADISON
 CP1451  USGS QUAD   -  MOUND (1973)
 CP1451
 CP1451                         *CURRENT SURVEY CONTROL
 CP1451  ___________________________________________________________________
 CP1451* NAD 83(1986)-  32 22 08.     (N)    091 01 26.     (W)     SCALED    
 CP1451* NAVD 88     -        27.25   (+/-2cm)      89.4    (feet)  VERTCON   
 CP1451  ___________________________________________________________________
 CP1451  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1451
 CP1451  VERT ORDER  -  ? (See Below)
 CP1451
 CP1451.The horizontal coordinates were scaled from a topographic map and have
 CP1451.an estimated accuracy of +/- 6 seconds.
 CP1451
 CP1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1451.The vertical order pertains to the NGVD 29 superseded value.
 CP1451
 CP1451.The geoid height was determined by GEOID03.
 CP1451
 CP1451;                    North         East    Units  Estimated Accuracy
 CP1451;SPC LA N     -   208,160.    1,138,910.      MT  (+/- 180 meters Scaled)
 CP1451
 CP1451                          SUPERSEDED SURVEY CONTROL
 CP1451
 CP1451  NGVD 29 (??/??/92)   27.251  (m)           89.41   (f) ADJ UNCH    ?  
 CP1451
 CP1451.Superseded values are not recommended for survey control.
 CP1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1451.See file dsdata.txt to determine how the superseded data were derived.
 CP1451
 CP1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR859830(NAD 83)
 CP1451_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1451_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1451_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1451
 CP1451  HISTORY     - Date     Condition        Report By
 CP1451  HISTORY     - UNK      MONUMENTED       DOD
 CP1451  HISTORY     - 1934     GOOD             DOD
 CP1451  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1451
 CP1451                          STATION DESCRIPTION
 CP1451
 CP1451'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1451'IN DUCKPORT REVETMENT.
 CP1451'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1451'MISS. RIVER, MADISON PARISH, LA., 4000 FEET WEST OF LOWER END OF
 CP1451'DUCKPORT REVETMENT.  775 FEET SOUTHWEST OF LEVEE STATION NO. 3050. 100
 CP1451'FEET NORTHWEST OF HOUSE.  130 FEET SOUTHEAST OF 42-INCH PECAN TREE. 14
 CP1451'FEET SOUTHWEST OF CENTER LINE OF DIRT ROAD.  3 FEET NORTH OF FENCE
 CP1451'LINE.
 CP1451
 CP1451                          STATION RECOVERY (1963)
 CP1451
 CP1451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6174 ***********************************************************************
 AH6174  DESIGNATION -  3052
 AH6174  PID         -  AH6174
 AH6174  STATE/COUNTY-  LA/TERREBONNE
 AH6174  USGS QUAD   -  GRAY (1980)
 AH6174
 AH6174                         *CURRENT SURVEY CONTROL
 AH6174  ___________________________________________________________________
 AH6174* NAD 83(1992)-  29 40 46.95819(N)    090 48 45.28543(W)     ADJUSTED  
 AH6174* NAVD 88     -         4.0  **(meters)      13.   **(feet)  GPS OBS   
 AH6174  **This station is located in a subsidence area (see below).
 AH6174  ___________________________________________________________________
 AH6174  X           -     -78,650.391 (meters)                     COMP
 AH6174  Y           -  -5,545,346.071 (meters)                     COMP
 AH6174  Z           -   3,139,566.193 (meters)                     COMP
 AH6174  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6174  ELLIP HEIGHT-         -21.65  (meters)          (02/21/02) GPS OBS
 AH6174  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH6174
 AH6174  HORZ ORDER  -  FIRST
 AH6174  ELLP ORDER  -  FIFTH     CLASS I
 AH6174
 AH6174.The horizontal coordinates were established by GPS observations
 AH6174.and adjusted by the National Geodetic Survey in December 1998..
 AH6174
 AH6174 ** The orthometric height has not been validated since last determined
 AH6174 ** by differential leveling and should not be used for control purposes.
 AH6174 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6174 ** area with valid NAVD 88 orthometric heights.
 AH6174 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6174 ** epoch indicated which incorporates improved geoid heights for the
 AH6174 ** Southern Louisiana Subsidence area.
 AH6174 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6174.The orthometric height was determined by GPS observations and a
 AH6174.high-resolution geoid model.
 AH6174
 AH6174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6174
 AH6174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6174
 AH6174.The ellipsoidal height was determined by GPS observations
 AH6174.and is referenced to NAD 83.
 AH6174
 AH6174.The geoid height was determined by GEOID03.
 AH6174
 AH6174;                    North         East     Units Scale Factor Converg.
 AH6174;SPC LA S     -   130,879.395 1,050,403.055   MT  0.99994135   +0 15 37.4
 AH6174;SPC LA S     -   429,393.48  3,446,197.36   sFT  0.99994135   +0 15 37.4
 AH6174;UTM  15      - 3,285,296.869   711,672.240   MT  1.00015286   +1 05 00.6
 AH6174
 AH6174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6174!SPC LA S     -   1.00000340  x   0.99994135  =   0.99994475
 AH6174!UTM  15      -   1.00000340  x   1.00015286  =   1.00015626
 AH6174
 AH6174                          SUPERSEDED SURVEY CONTROL
 AH6174
 AH6174  ELLIP H (12/17/98)  -21.62   (m)                       GP(       ) 4 2
 AH6174
 AH6174.Superseded values are not recommended for survey control.
 AH6174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6174.See file dsdata.txt to determine how the superseded data were derived.
 AH6174
 AH6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1167285297(NAD 83)
 AH6174_MARKER: I = METAL ROD
 AH6174_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6174_STAMPING: 3052
 AH6174_MARK LOGO: LA-109
 AH6174_PROJECTION: RECESSED 10 CENTIMETERS
 AH6174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6174+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6174_ROD/PIPE-DEPTH: 18.3 meters
 AH6174_SLEEVE-DEPTH  :  0.9 meters
 AH6174
 AH6174  HISTORY     - Date     Condition        Report By
 AH6174  HISTORY     - 1995     MONUMENTED       MPHI
 AH6174
 AH6174                          STATION DESCRIPTION
 AH6174
 AH6174'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6174'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6174'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6174'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6174'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 10.1 MI (16.3 KM) TO
 AH6174'THE STATION ON THE LEFT AT THE EASTBOUND RAMP FOR HWY 3052.  THE
 AH6174'STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION
 AH6174'IS 37.50 FT (11.43 M) NORTHWEST OF THE CENTERLINE OF HWY 311 (SOUTH
 AH6174'BOUND), 26.30 FT (8.02 M) NORTHEAST OF THE CENTERLINE OF THE EAST
 AH6174'BOUND RAMP ENTRANCE (FROM SOUTH), 32.7 FT (10.0 M) SOUTHWEST FROM THE
 AH6174'CORNER OF THE CURB, 45.3 FT (13.8 M) NORTHEAST FROM THE CORNER OF THE
 AH6174'CURB, AND 49.0 FT (14.9 M) FROM THE CENTERLINE OF THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3897 ***********************************************************************
 BJ3897  DESIGNATION -  3060
 BJ3897  PID         -  BJ3897
 BJ3897  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3897  USGS QUAD   -  ST GABRIEL (1995)
 BJ3897
 BJ3897                         *CURRENT SURVEY CONTROL
 BJ3897  ___________________________________________________________________
 BJ3897* NAD 83(1986)-  30 21 36.     (N)    091 07 18.     (W)     SCALED    
 BJ3897* NAVD 88     -         4.997  (meters)      16.39   (feet)  ADJUSTED  
 BJ3897  ___________________________________________________________________
 BJ3897  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3897  DYNAMIC HT  -           4.990 (meters)      16.37  (feet)  COMP
 BJ3897  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BJ3897
 BJ3897  VERT ORDER  -  SECOND    CLASS II
 BJ3897
 BJ3897.The horizontal coordinates were scaled from a topographic map and have
 BJ3897.an estimated accuracy of +/- 6 seconds.
 BJ3897
 BJ3897.The orthometric height was determined by differential leveling
 BJ3897.and adjusted by the National Geodetic Survey in February 1994..
 BJ3897
 BJ3897.The geoid height was determined by GEOID03.
 BJ3897
 BJ3897.The dynamic height is computed by dividing the NAVD 88
 BJ3897.geopotential number by the normal gravity value computed on the
 BJ3897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3897.degrees latitude (g = 980.6199 gals.).
 BJ3897
 BJ3897.The modeled gravity was interpolated from observed gravity values.
 BJ3897
 BJ3897;                    North         East    Units  Estimated Accuracy
 BJ3897;SPC LA S     -   206,190.    1,020,350.      MT  (+/- 180 meters Scaled)
 BJ3897
 BJ3897                          SUPERSEDED SURVEY CONTROL
 BJ3897
 BJ3897.No superseded survey control is available for this station.
 BJ3897
 BJ3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP805601(NAD 83)
 BJ3897_MARKER: DD = SURVEY DISK
 BJ3897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3897_SP_SET: CONCRETE POST
 BJ3897_STAMPING: 3060 1938
 BJ3897_MARK LOGO: LAGS  
 BJ3897_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ3897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3897+STABILITY: SURFACE MOTION
 BJ3897
 BJ3897  HISTORY     - Date     Condition        Report By
 BJ3897  HISTORY     - 1938     MONUMENTED       LAGS
 BJ3897  HISTORY     - 1987     GOOD             LA-033
 BJ3897  HISTORY     - 20050215 GOOD             SJB
 BJ3897
 BJ3897                          STATION DESCRIPTION
 BJ3897
 BJ3897'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3897'IN BATON ROUGE.
 BJ3897'ABOUT 0.3 KM (0.2 MI) SOUTHWEST ON GARDERE LANE FROM THE INTERSECTION
 BJ3897'OF GARDERE LANE AND HIGHLAND ROAD TO THE MARK ON THE WEST SIDE OF THE
 BJ3897'ROAD AND SOUTH OF A DRIVEWAY, AND IS SET ON A DITCH BANK, 14.9 METERS
 BJ3897'(49 FEET) WEST OF THE CENTERLINE OF GARDERE LANE, 8.2 METERS (27
 BJ3897'FEET) SOUTH OF THE CENTER OF A DRIVEWAY AND 1.8 METERS (6 FEET) SOUTH
 BJ3897'OF A 36-INCH PECAN TREE.
 BJ3897'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 BJ3897'THE MARK IS ABOVE LEVEL WITH ROAD.
 BJ3897
 BJ3897                          STATION RECOVERY (2005)
 BJ3897
 BJ3897'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ3897'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0731 ***********************************************************************
 BJ0731  DESIGNATION -  3066 LAGS
 BJ0731  PID         -  BJ0731
 BJ0731  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0731  USGS QUAD   -  WALLS (1994)
 BJ0731
 BJ0731                         *CURRENT SURVEY CONTROL
 BJ0731  ___________________________________________________________________
 BJ0731* NAD 83(1986)-  30 31 02.     (N)    091 21 37.     (W)     SCALED    
 BJ0731* NAVD 88     -         5.972  (meters)      19.59   (feet)  READJUSTED
 BJ0731  ___________________________________________________________________
 BJ0731  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0731  DYNAMIC HT  -           5.960 (meters)      19.55  (feet)  COMP
 BJ0731  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ0731
 BJ0731  VERT ORDER  -  ?
 BJ0731
 BJ0731.The horizontal coordinates were scaled from a topographic map and have
 BJ0731.an estimated accuracy of +/- 6 seconds.
 BJ0731
 BJ0731.The orthometric height was determined by differential leveling
 BJ0731.and adjusted by the National Geodetic Survey in June 1991..
 BJ0731.The height was derived from older observations constrained to new
 BJ0731.heights in a crustal motion area.  The height is approximate in
 BJ0731.relation to other heights in its vicinity.
 BJ0731
 BJ0731.The geoid height was determined by GEOID03.
 BJ0731
 BJ0731.The dynamic height is computed by dividing the NAVD 88
 BJ0731.geopotential number by the normal gravity value computed on the
 BJ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0731.degrees latitude (g = 980.6199 gals.).
 BJ0731
 BJ0731.The modeled gravity was interpolated from observed gravity values.
 BJ0731
 BJ0731;                    North         East    Units  Estimated Accuracy
 BJ0731;SPC LA S     -   223,600.      997,410.      MT  (+/- 180 meters Scaled)
 BJ0731
 BJ0731                          SUPERSEDED SURVEY CONTROL
 BJ0731
 BJ0731  NGVD 29 (??/??/??)    5.935  (m)           19.47   (f) ADJUSTED    1 1
 BJ0731
 BJ0731.Superseded values are not recommended for survey control.
 BJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0731.See file dsdata.txt to determine how the superseded data were derived.
 BJ0731
 BJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP573772(NAD 83)
 BJ0731_MARKER: DD = SURVEY DISK
 BJ0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0731_SP_SET: CULVERT
 BJ0731_STAMPING: 3066
 BJ0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0731
 BJ0731  HISTORY     - Date     Condition        Report By
 BJ0731  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0731  HISTORY     - 1964     GOOD             CGS
 BJ0731  HISTORY     - 1976     GOOD             NGS
 BJ0731  HISTORY     - 1981     GOOD             LADTD
 BJ0731
 BJ0731                          STATION DESCRIPTION
 BJ0731
 BJ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0731'3.05 MI E FROM ERWINVILLE.
 BJ0731'ABOUT 3.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0731'STATION AT ERWINVILLE, IN SECTION 28, T 6 S, R 11 E, 194 FEET NORTH
 BJ0731'AND ACROSS U.S. HIGHWAY 190 FROM THE NORTH RAIL, SET IN THE TOP OF THE
 BJ0731'EAST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE CULVERT ON THE
 BJ0731'HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF
 BJ0731'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ0731
 BJ0731                          STATION RECOVERY (1976)
 BJ0731
 BJ0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0731'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0731'STATE HIGHWAY 413, 0.3 MILE SOUTHEAST OF THE JUNCTION OF STATE
 BJ0731'HIGHWAY 984 LEADING NORTH, 21.5 FT. NORTHEAST OF THE CENTER LINE OF
 BJ0731'THE NORTHEAST HIGHWAY LANES, IN THE TOP OF THE SOUTHEAST END OF THE
 BJ0731'NORTHEAST CONCRETE HEAD WALL OF A LARGE CULVERT. 0.6 FT. NORTHWEST OF
 BJ0731'THE SOUTHEAST END OF THE HEAD WALL.
 BJ0731
 BJ0731                          STATION RECOVERY (1981)
 BJ0731
 BJ0731'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3223 ***********************************************************************
 BJ3223  DESIGNATION -  3066 RESET
 BJ3223  PID         -  BJ3223
 BJ3223  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ3223  USGS QUAD   -  WALLS (1994)
 BJ3223
 BJ3223                         *CURRENT SURVEY CONTROL
 BJ3223  ___________________________________________________________________
 BJ3223* NAD 83(1986)-  30 31 02.     (N)    091 21 37.     (W)     SCALED    
 BJ3223* NAVD 88     -         5.867  (meters)      19.25   (feet)  ADJUSTED  
 BJ3223  ___________________________________________________________________
 BJ3223  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3223  DYNAMIC HT  -           5.859 (meters)      19.22  (feet)  COMP
 BJ3223  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ3223
 BJ3223  VERT ORDER  -  FIRST     CLASS II
 BJ3223
 BJ3223.The horizontal coordinates were scaled from a topographic map and have
 BJ3223.an estimated accuracy of +/- 6 seconds.
 BJ3223
 BJ3223.The orthometric height was determined by differential leveling
 BJ3223.and adjusted by the National Geodetic Survey in February 1994..
 BJ3223
 BJ3223.The geoid height was determined by GEOID03.
 BJ3223
 BJ3223.The dynamic height is computed by dividing the NAVD 88
 BJ3223.geopotential number by the normal gravity value computed on the
 BJ3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3223.degrees latitude (g = 980.6199 gals.).
 BJ3223
 BJ3223.The modeled gravity was interpolated from observed gravity values.
 BJ3223
 BJ3223;                    North         East    Units  Estimated Accuracy
 BJ3223;SPC LA S     -   223,600.      997,410.      MT  (+/- 180 meters Scaled)
 BJ3223
 BJ3223                          SUPERSEDED SURVEY CONTROL
 BJ3223
 BJ3223  NGVD 29 (??/??/??)    5.88   (m)           19.3    (f) RESET       3  
 BJ3223
 BJ3223.Superseded values are not recommended for survey control.
 BJ3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3223.See file dsdata.txt to determine how the superseded data were derived.
 BJ3223
 BJ3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP573772(NAD 83)
 BJ3223_MARKER: DD = SURVEY DISK
 BJ3223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3223_SP_SET: HEADWALL
 BJ3223_STAMPING: 3066 RESET 1982
 BJ3223_MARK LOGO: LAGS  
 BJ3223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3223+STABILITY: SURFACE MOTION
 BJ3223
 BJ3223  HISTORY     - Date     Condition        Report By
 BJ3223  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3223  HISTORY     - 1986     GOOD             NGS
 BJ3223
 BJ3223                          STATION DESCRIPTION
 BJ3223
 BJ3223'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3223'4.8 KM (3.0 MI) SE FROM ERWINVILLE.
 BJ3223'4.8 KM (3.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3223'STATE HIGHWAY 413 IN ERWINVILLE, IN THE SOUTH END OF A CONCRETE
 BJ3223'HEADWALL FOR A CROSS DRAIN UNDER U.S. HIGHWAY 190,
 BJ3223'29.0 METERS (95.0 FT) NORTH OF A RAILROAD BRIDGE, 13.7 METERS
 BJ3223'(45.0 FT) SOUTH OF THE EASTBOUND LANE ON U.S. HIGHWAY 190, AND
 BJ3223'1.7 METERS (5.5 FT) EAST OF THE WEST END OF THE CONCRETE HEADWALL.
 BJ3223'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 BJ3223'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3223
 BJ3223                          STATION RECOVERY (1986)
 BJ3223
 BJ3223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0762 ***********************************************************************
 BJ0762  DESIGNATION -  3068
 BJ0762  PID         -  BJ0762
 BJ0762  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0762  USGS QUAD   -  ERWINVILLE (1980)
 BJ0762
 BJ0762                         *CURRENT SURVEY CONTROL
 BJ0762  ___________________________________________________________________
 BJ0762* NAD 83(1986)-  30 31 31.     (N)    091 23 01.     (W)     SCALED    
 BJ0762* NAVD 88     -         6.85   (+/-2cm)      22.5    (feet)  VERTCON   
 BJ0762  ___________________________________________________________________
 BJ0762  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0762
 BJ0762  VERT ORDER  -  THIRD (See Below)
 BJ0762
 BJ0762.The horizontal coordinates were scaled from a topographic map and have
 BJ0762.an estimated accuracy of +/- 6 seconds.
 BJ0762
 BJ0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0762.The vertical order pertains to the NGVD 29 superseded value.
 BJ0762
 BJ0762.The geoid height was determined by GEOID03.
 BJ0762
 BJ0762;                    North         East    Units  Estimated Accuracy
 BJ0762;SPC LA S     -   224,500.      995,180.      MT  (+/- 180 meters Scaled)
 BJ0762
 BJ0762                          SUPERSEDED SURVEY CONTROL
 BJ0762
 BJ0762  NGVD 29 (??/??/??)    6.84   (m)           22.4    (f) RESET       3  
 BJ0762
 BJ0762.Superseded values are not recommended for survey control.
 BJ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0762.See file dsdata.txt to determine how the superseded data were derived.
 BJ0762
 BJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP550781(NAD 83)
 BJ0762_MARKER: DD = SURVEY DISK
 BJ0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0762_SP_SET: BRIDGE
 BJ0762_STAMPING: 3068
 BJ0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0762
 BJ0762  HISTORY     - Date     Condition        Report By
 BJ0762  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0762  HISTORY     - 1979     GOOD             NGS
 BJ0762  HISTORY     - 1979     GOOD             NGS
 BJ0762  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0762
 BJ0762                          STATION DESCRIPTION
 BJ0762
 BJ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BJ0762'1.5 MI E FROM ERWINVILLE.
 BJ0762'LOCATED ABOUT 1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BJ0762'THE STATION AT ERWINVILLE, AT THE NORTHWEST END OF A CONCRETE BRIDGE
 BJ0762'ON U.S. HIGHWAY 190, 202 FEET NORTH OF THE NORTH RAIL OF THE TRACKS,
 BJ0762'17 FEET NORTH OF THE CENTER OF THE NORTH BOUND LANE OF TRAFFIC ON THE
 BJ0762'HIGHWAY, 1.9 FEET SOUTH OF THE CONCRETE BASE OF THE GUARD RAIL, 1.8
 BJ0762'FEET EAST OF THE WEST END OF THE BRIDGE, 4.3 FEET SOUTHEAST OF A METAL
 BJ0762'WITNESS POST AND LEVEL WITH THE HIGHWAY.
 BJ0762
 BJ0762                          STATION RECOVERY (1979)
 BJ0762
 BJ0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BJ0762'LOCATED ABOUT 1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BJ0762'THE STATION AT ERWINVILLE, AT THE NORTHWEST END OF A CONCRETE BRIDGE
 BJ0762'ON U.S. HIGHWAY 190, 202 FEET NORTH OF THE NORTH RAIL OF THE TRACKS,
 BJ0762'17 FEET NORTH OF THE CENTER OF THE NORTH BOUND LANE OF TRAFFIC ON THE
 BJ0762'HIGHWAY, 1.9 FEET SOUTH OF THE CONCRETE BASE OF THE GUARD RAIL, 1.8
 BJ0762'FEET EAST OF THE WEST END OF THE BRIDGE, 4.3 FEET SOUTHEAST OF A METAL
 BJ0762'WITNESS POST AND LEVEL WITH THE HIGHWAY.
 BJ0762
 BJ0762                          STATION RECOVERY (1986)
 BJ0762
 BJ0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0762'NOT RECOVERED, NO EVIDENCE OF DRILL HOLE IN BRIDGE, MARK MAY BE
 BJ0762'ASPHALTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0734 ***********************************************************************
 BJ0734  DESIGNATION -  3069
 BJ0734  PID         -  BJ0734
 BJ0734  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0734  USGS QUAD   -  ERWINVILLE (1980)
 BJ0734
 BJ0734                         *CURRENT SURVEY CONTROL
 BJ0734  ___________________________________________________________________
 BJ0734* NAD 83(1986)-  30 31 49.     (N)    091 23 53.     (W)     SCALED    
 BJ0734* NAVD 88     -         6.416  (meters)      21.05   (feet)  ADJUSTED  
 BJ0734  ___________________________________________________________________
 BJ0734  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0734  DYNAMIC HT  -           6.407 (meters)      21.02  (feet)  COMP
 BJ0734  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ0734
 BJ0734  VERT ORDER  -  FIRST     CLASS I
 BJ0734
 BJ0734.The horizontal coordinates were scaled from a topographic map and have
 BJ0734.an estimated accuracy of +/- 6 seconds.
 BJ0734
 BJ0734.The orthometric height was determined by differential leveling
 BJ0734.and adjusted by the National Geodetic Survey in February 1994..
 BJ0734
 BJ0734.The geoid height was determined by GEOID03.
 BJ0734
 BJ0734.The dynamic height is computed by dividing the NAVD 88
 BJ0734.geopotential number by the normal gravity value computed on the
 BJ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0734.degrees latitude (g = 980.6199 gals.).
 BJ0734
 BJ0734.The modeled gravity was interpolated from observed gravity values.
 BJ0734
 BJ0734;                    North         East    Units  Estimated Accuracy
 BJ0734;SPC LA S     -   225,050.      993,790.      MT  (+/- 180 meters Scaled)
 BJ0734
 BJ0734                          SUPERSEDED SURVEY CONTROL
 BJ0734
 BJ0734  NAVD 88 (06/15/91)    6.449  (m)           21.16   (f) UNKNOWN     1 1
 BJ0734  NGVD 29 (??/??/??)    6.411  (m)           21.03   (f) ADJUSTED    1 1
 BJ0734
 BJ0734.Superseded values are not recommended for survey control.
 BJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0734.See file dsdata.txt to determine how the superseded data were derived.
 BJ0734
 BJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP536786(NAD 83)
 BJ0734_MARKER: DD = SURVEY DISK
 BJ0734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0734_SP_SET: HEADWALL
 BJ0734_STAMPING: 3069
 BJ0734_MARK LOGO: LAGS  
 BJ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0734+STABILITY: SURFACE MOTION
 BJ0734
 BJ0734  HISTORY     - Date     Condition        Report By
 BJ0734  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0734  HISTORY     - 1969     GOOD             CGS
 BJ0734  HISTORY     - 1976     GOOD             NGS
 BJ0734  HISTORY     - 1986     GOOD             NGS
 BJ0734  HISTORY     - 20060603 MARK NOT FOUND   NGS
 BJ0734
 BJ0734                          STATION DESCRIPTION
 BJ0734
 BJ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0734'0.6 MI E FROM ERWINVILLE.
 BJ0734'LOCATED 0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0734'STATION AT ERWINVILLE, 210 FEET NORTH OF THE NORTH RAIL OF THE TRACKS,
 BJ0734'21 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY
 BJ0734'190, 90.5 FEET SOUTHWEST OF A UTILITY POLE WITH WIRES RUNNING THREE
 BJ0734'DIRECTION AND 1.3 FEET EAST OF A METAL WITNESS POST.  IT IS A
 BJ0734'LOUISIANA GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE WEST END OF
 BJ0734'THE NORTH HEADWALL OF A DOUBLE 5 BY 5 CONCRETE CULVERT.
 BJ0734
 BJ0734                          STATION RECOVERY (1976)
 BJ0734
 BJ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0734'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0734'STATE HIGHWAY 413, AT THE CROSSING OF A POWER LINE, 21 FT. NORTHEAST
 BJ0734'OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, IN THE TOP OF
 BJ0734'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A DOUBLE
 BJ0734'CONCRETE BOX CULVERT. 0.8 FT. SOUTHEAST OF THE NORTHWEST END OF THE
 BJ0734'HEAD WALL.
 BJ0734
 BJ0734                          STATION RECOVERY (1986)
 BJ0734
 BJ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0734'RECOVERED IN GOOD CONDITION.
 BJ0734
 BJ0734                          STATION RECOVERY (2006)
 BJ0734
 BJ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0734'NOT RECOVERED.  THE BOUBLE 5 X 5 CULVERT WAS REBUILT IN 2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0798 ***********************************************************************
 BJ0798  DESIGNATION -  3088 LAGS
 BJ0798  PID         -  BJ0798
 BJ0798  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0798  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0798
 BJ0798                         *CURRENT SURVEY CONTROL
 BJ0798  ___________________________________________________________________
 BJ0798* NAD 83(1986)-  30 27 06.     (N)    091 13 35.     (W)     SCALED    
 BJ0798* NAVD 88     -         6.14   (+/-2cm)      20.1    (feet)  VERTCON   
 BJ0798  ___________________________________________________________________
 BJ0798  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0798
 BJ0798  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0798
 BJ0798.The horizontal coordinates were scaled from a topographic map and have
 BJ0798.an estimated accuracy of +/- 6 seconds.
 BJ0798
 BJ0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0798.The vertical order pertains to the NGVD 29 superseded value.
 BJ0798
 BJ0798.The geoid height was determined by GEOID03.
 BJ0798
 BJ0798;                    North         East    Units  Estimated Accuracy
 BJ0798;SPC LA S     -   216,340.    1,010,270.      MT  (+/- 180 meters Scaled)
 BJ0798
 BJ0798                          SUPERSEDED SURVEY CONTROL
 BJ0798
 BJ0798  NGVD 29 (??/??/??)    6.135  (m)           20.13   (f) ADJUSTED    1 2
 BJ0798
 BJ0798.Superseded values are not recommended for survey control.
 BJ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0798.See file dsdata.txt to determine how the superseded data were derived.
 BJ0798
 BJ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP702701(NAD 83)
 BJ0798_MARKER: DD = SURVEY DISK
 BJ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0798_STAMPING: 3088
 BJ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0798+STABILITY: SURFACE MOTION
 BJ0798
 BJ0798  HISTORY     - Date     Condition        Report By
 BJ0798  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0798  HISTORY     - 1965     GOOD             CGS
 BJ0798  HISTORY     - 1976     POOR             NGS
 BJ0798
 BJ0798                          STATION DESCRIPTION
 BJ0798
 BJ0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0798'1.25 MI W FROM PORT ALLEN.
 BJ0798'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE AT
 BJ0798'PORT ALLEN, IN FRACTIONAL SECTION 92, T 6 S, R 12 E, 0.25 MILE WEST OF
 BJ0798'A DOUBLE ROW OF POWER LINE POLES CROSSING OVER THE HIGHWAY, 34 FEET
 BJ0798'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 16 FEET NORTH OF THE
 BJ0798'CENTER LINE OF THE HIGHWAY, 2.6 FEET WEST OF THE NORTHWEST WINGWALL OF
 BJ0798'A CONCRETE HIGHWAY BRIDGE, ABOUT 3-INCHES BELOW THE HIGHWAY, AND SET
 BJ0798'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. NOTE--
 BJ0798'THIS MARK IS 46 FEET WEST OF BENCH MARK NN 17 1934.
 BJ0798
 BJ0798                          STATION RECOVERY (1976)
 BJ0798
 BJ0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0798'THIS BENCH MARK WAS RECOVERED AT THE DESCRIBED LOCATION BUT IS
 BJ0798'LOOSE AND IN VERY POOR CONDITION.  THIS BENCH MARK UNFIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4071 ***********************************************************************
 BJ4071  DESIGNATION -  31 87
 BJ4071  PID         -  BJ4071
 BJ4071  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4071  USGS QUAD   -  ZACHARY (1980)
 BJ4071
 BJ4071                         *CURRENT SURVEY CONTROL
 BJ4071  ___________________________________________________________________
 BJ4071* NAD 83(1986)-  30 38 15.     (N)    091 11 38.     (W)     SCALED    
 BJ4071* NAVD 88     -        27.737  (meters)      91.00   (feet)  ADJUSTED  
 BJ4071  ___________________________________________________________________
 BJ4071  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4071  DYNAMIC HT  -          27.701 (meters)      90.88  (feet)  COMP
 BJ4071  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ4071
 BJ4071  VERT ORDER  -  SECOND    CLASS II
 BJ4071
 BJ4071.The horizontal coordinates were scaled from a topographic map and have
 BJ4071.an estimated accuracy of +/- 6 seconds.
 BJ4071
 BJ4071.The orthometric height was determined by differential leveling
 BJ4071.and adjusted by the National Geodetic Survey in February 1994..
 BJ4071
 BJ4071.The geoid height was determined by GEOID03.
 BJ4071
 BJ4071.The dynamic height is computed by dividing the NAVD 88
 BJ4071.geopotential number by the normal gravity value computed on the
 BJ4071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4071.degrees latitude (g = 980.6199 gals.).
 BJ4071
 BJ4071.The modeled gravity was interpolated from observed gravity values.
 BJ4071
 BJ4071;                    North         East    Units  Estimated Accuracy
 BJ4071;SPC LA S     -   236,940.    1,013,370.      MT  (+/- 180 meters Scaled)
 BJ4071
 BJ4071                          SUPERSEDED SURVEY CONTROL
 BJ4071
 BJ4071.No superseded survey control is available for this station.
 BJ4071
 BJ4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP730908(NAD 83)
 BJ4071_MARKER: DB = BENCH MARK DISK
 BJ4071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4071_SP_SET: CONCRETE POST
 BJ4071_STAMPING: 31-87 1987
 BJ4071_MARK LOGO: LA-033
 BJ4071_PROJECTION: FLUSH
 BJ4071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4071+STABILITY: SURFACE MOTION
 BJ4071
 BJ4071  HISTORY     - Date     Condition        Report By
 BJ4071  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4071
 BJ4071                          STATION DESCRIPTION
 BJ4071
 BJ4071'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4071'3.8 KM (2.35 MI) SW FROM ZACHARY.
 BJ4071'FROM THE INTERSECTION OF STATE HIGHWAYS 64 AND 964 ABOUT 3.9 KM (2.4
 BJ4071'MI) WEST OF ZACHARY, GO SOUTH ON HIGHWAY 64 FOR 2 KM (1.25 MI) TO
 BJ4071'ZIMMERMAN ROAD AND THE BENCH MARK ON THE RIGHT, 12.2 METERS (40 FT)
 BJ4071'SOUTH OF THE CENTER OF ZIMMERMAN ROAD, 9.3 METERS (30.5 FT) WEST OF
 BJ4071'THE CENTERLINE OF THE HIGHWAY, 4.6 METERS (15 FT) SOUTHWEST OF A
 BJ4071'POWER POLE AND 0.61 METERS (2 FT) EAST OF A BOARD FENCE.
 BJ4071'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4071'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2734 ***********************************************************************
 BJ2734  DESIGNATION -  31 A
 BJ2734  PID         -  BJ2734
 BJ2734  STATE/COUNTY-  LA/ST LANDRY
 BJ2734  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2734
 BJ2734                         *CURRENT SURVEY CONTROL
 BJ2734  ___________________________________________________________________
 BJ2734* NAD 83(1986)-  30 32 39.     (N)    091 45 02.     (W)     SCALED    
 BJ2734* NAVD 88     -         8.72   (+/-2cm)      28.6    (feet)  VERTCON   
 BJ2734  ___________________________________________________________________
 BJ2734  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2734
 BJ2734  VERT ORDER  -  ? (See Below)
 BJ2734
 BJ2734.The horizontal coordinates were scaled from a topographic map and have
 BJ2734.an estimated accuracy of +/- 6 seconds.
 BJ2734
 BJ2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2734.The vertical order pertains to the NGVD 29 superseded value.
 BJ2734
 BJ2734.The geoid height was determined by GEOID03.
 BJ2734
 BJ2734;                    North         East    Units  Estimated Accuracy
 BJ2734;SPC LA S     -   226,660.      959,970.      MT  (+/- 180 meters Scaled)
 BJ2734
 BJ2734                          SUPERSEDED SURVEY CONTROL
 BJ2734
 BJ2734  NGVD 29 (??/??/??)    8.736  (m)           28.66   (f) ADJUSTED    ?  
 BJ2734
 BJ2734.Superseded values are not recommended for survey control.
 BJ2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2734.See file dsdata.txt to determine how the superseded data were derived.
 BJ2734
 BJ2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP198797(NAD 83)
 BJ2734_MARKER: S = SPIKE
 BJ2734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2734_SP_SET: TREE
 BJ2734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2734
 BJ2734  HISTORY     - Date     Condition        Report By
 BJ2734  HISTORY     - UNK      MONUMENTED       DOD
 BJ2734  HISTORY     - 1936     GOOD             DOD
 BJ2734
 BJ2734                          STATION DESCRIPTION
 BJ2734
 BJ2734'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2734'IN KROTZ SPRINGS.
 BJ2734'APPROXIMATELY 400 FEET SOUTH OF HIGHWAY BRIDGE ACROSS RIVER AT KROTZ
 BJ2734'SPRINGS.  B.M. IS 5/8 IN. G.I. SPIKE IN DIAMOND BLAZE ON TRUNK OF 12
 BJ2734'IN. CYPRESS TREE ON RIGHT BANK OF ATCHAFALAYA RIVER, ST. LANDRY
 BJ2734'PARISH, LOUISIANA.  APPROXIMATELY 400 FEET SOUTH OF HIGHWAY BRIDGE
 BJ2734'ACROSS RIVER AT KROTZ SPRINGS, 15 FEET SOUTH OF SOUTH EDGE OF HIGHWAY
 BJ2734'BORROW PIT, 170 FEET LANDSIDE OF LEVEE STATION 2395-58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1045 ***********************************************************************
 CQ1045  DESIGNATION -  31 A 005 LADH
 CQ1045  PID         -  CQ1045
 CQ1045  STATE/COUNTY-  LA/LINCOLN
 CQ1045  USGS QUAD   -  RUSTON WEST (1994)
 CQ1045
 CQ1045                         *CURRENT SURVEY CONTROL
 CQ1045  ___________________________________________________________________
 CQ1045* NAD 83(1992)-  32 32 23.24974(N)    092 38 16.30427(W)     ADJUSTED  
 CQ1045* NAVD 88     -        99.574  (meters)     326.69   (feet)  ADJUSTED  
 CQ1045  ___________________________________________________________________
 CQ1045  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ1045  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ1045  DYNAMIC HT  -          99.463 (meters)     326.32  (feet)  COMP
 CQ1045  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 CQ1045
 CQ1045  HORZ ORDER  -  SECOND
 CQ1045  VERT ORDER  -  SECOND    CLASS 0
 CQ1045
 CQ1045.The horizontal coordinates were established by classical geodetic methods
 CQ1045.and adjusted by the National Geodetic Survey in January 1993..
 CQ1045
 CQ1045.The orthometric height was determined by differential leveling
 CQ1045.and adjusted by the National Geodetic Survey in June 1991..
 CQ1045
 CQ1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1045
 CQ1045.The geoid height was determined by GEOID03.
 CQ1045
 CQ1045.The dynamic height is computed by dividing the NAVD 88
 CQ1045.geopotential number by the normal gravity value computed on the
 CQ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1045.degrees latitude (g = 980.6199 gals.).
 CQ1045
 CQ1045.The modeled gravity was interpolated from observed gravity values.
 CQ1045
 CQ1045;                    North         East     Units Scale Factor Converg.
 CQ1045;SPC LA N     -   226,175.231   987,050.202   MT  0.99997353   -0 04 22.4
 CQ1045;SPC LA N     -   742,043.24  3,238,347.20   sFT  0.99997353   -0 04 22.4
 CQ1045;UTM  15      - 3,600,327.877   534,004.023   MT  0.99961426   +0 11 41.2
 CQ1045
 CQ1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1045!SPC LA N     -   0.99998841  x   0.99997353  =   0.99996194
 CQ1045!UTM  15      -   0.99998841  x   0.99961426  =   0.99960267
 CQ1045
 CQ1045:                Primary Azimuth Mark                     Grid Az
 CQ1045:SPC LA N     -  31A004 LADH 1966                         273 07 26.0
 CQ1045:UTM  15      -  31A004 LADH 1966                         272 51 22.4
 CQ1045
 CQ1045|---------------------------------------------------------------------|
 CQ1045| PID    Reference Object                     Distance      Geod. Az  |
 CQ1045|                                                           dddmmss.s |
 CQ1045| CQ2914 31A004 LADH 1966                    APPROX. 1.4 KM 2730303.6 |
 CQ1045|---------------------------------------------------------------------|
 CQ1045
 CQ1045                          SUPERSEDED SURVEY CONTROL
 CQ1045
 CQ1045  NAD 83(1986)-  32 32 23.26290(N)    092 38 16.29534(W) AD(       ) 2
 CQ1045  NAD 27      -  32 32 22.72461(N)    092 38 15.75925(W) AD(       ) 2
 CQ1045  NGVD 29 (??/??/??)   99.646  (m)          326.92   (f) ADJUSTED    2 0
 CQ1045
 CQ1045.Superseded values are not recommended for survey control.
 CQ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1045.See file dsdata.txt to determine how the superseded data were derived.
 CQ1045
 CQ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3400400328(NAD 83)
 CQ1045_MARKER: DE = TRAVERSE STATION DISK
 CQ1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1045_SP_SET: BRIDGE
 CQ1045_STAMPING: 31A005
 CQ1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1045
 CQ1045  HISTORY     - Date     Condition        Report By
 CQ1045  HISTORY     - 1966     MONUMENTED       LADH
 CQ1045  HISTORY     - 1968     GOOD             LADH
 CQ1045  HISTORY     - 1970     GOOD             USAF
 CQ1045  HISTORY     - 1982     GOOD             LADTD
 CQ1045  HISTORY     - 1987     GOOD             USPSQD
 CQ1045  HISTORY     - 20040131 GOOD             USPSQD
 CQ1045
 CQ1045                          STATION DESCRIPTION
 CQ1045
 CQ1045'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ1045'STATION IS SET IN THE SOUTHEAST CORNER OF THE VIENNA STREET
 CQ1045'(U.S. HIGHWAY 167) OVERPASS AND INTERCHANGE AND IS MARKED
 CQ1045'BY A STANDARD BRONZE DISK SET IN THE WALKWAY 2.70 FEET EAST
 CQ1045'OF THE CURB AND 2.33 FEET WEST OF THE EAST GUARD RAIL OF
 CQ1045'THE OVERPASS, 2.83 FEET NORTHWEST OF A METAL WITNESS POST
 CQ1045'AND SIGN.  STATION IS STAMPED 31A005.
 CQ1045'
 CQ1045'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ1045'IN RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ1045'NORTH FOR 0.80 MILE TO STATION SET IN THE VIENNA STREET
 CQ1045'OVERPASS.
 CQ1045'
 CQ1045'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ1045
 CQ1045                          STATION RECOVERY (1968)
 CQ1045
 CQ1045'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1968
 CQ1045'0.9 MI N FROM RUSTON.
 CQ1045'LOCATED 0.9 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1045'COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT IN SECTION 13, T18N, R
 CQ1045'3W.  IT IS IN THE SIDEWALK ON THE SOUTHEAST CORNER OF THE VIENNA
 CQ1045'STREET - INTERSTATE 20 OVERPASS, 16 FEET EAST OF THE CENTERLINE OF THE
 CQ1045'HIGHWAY, 114 FEET NORTHWEST OF A STEEL TRAFFIC LIGHT POLE, 0.9 FOOT
 CQ1045'ABOVE THE ELEVATION OF THE ADJACENT ROADWAY PAVEMENT AND 2 1/2 FEET
 CQ1045'NORTHWEST OF A STEEL WITNESS POST ABOUT LEVEL WITH THE SIDEWALK. IT IS
 CQ1045'A C AND GS AND LDH TRAVERSE DISK STAMPED 31A005 AND SET IN THE BRIDGE
 CQ1045'SIDEWALK.
 CQ1045
 CQ1045                          STATION RECOVERY (1970)
 CQ1045
 CQ1045'RECOVERY NOTE BY US AIR FORCE 1970
 CQ1045'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CQ1045'
 CQ1045'ROUTE DESCRIPTION IS ADEQUATE.
 CQ1045
 CQ1045                          STATION RECOVERY (1982)
 CQ1045
 CQ1045'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1045'RECOVERED IN GOOD CONDITION.
 CQ1045
 CQ1045                          STATION RECOVERY (1987)
 CQ1045
 CQ1045'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1045'RECOVERED IN GOOD CONDITION.
 CQ1045
 CQ1045                          STATION RECOVERY (2004)
 CQ1045
 CQ1045'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CQ1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1172 ***********************************************************************
 CQ1172  DESIGNATION -  31 A 008 LADH
 CQ1172  PID         -  CQ1172
 CQ1172  STATE/COUNTY-  LA/LINCOLN
 CQ1172  USGS QUAD   -  RUSTON EAST (1994)
 CQ1172
 CQ1172                         *CURRENT SURVEY CONTROL
 CQ1172  ___________________________________________________________________
 CQ1172* NAD 83(1992)-  32 33 45.88207(N)    092 36 23.78702(W)     ADJUSTED  
 CQ1172* NAVD 88     -        74.333  (meters)     243.87   (feet)  ADJUSTED  
 CQ1172  ___________________________________________________________________
 CQ1172  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ1172  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1172  DYNAMIC HT  -          74.250 (meters)     243.60  (feet)  COMP
 CQ1172  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 CQ1172
 CQ1172  HORZ ORDER  -  SECOND
 CQ1172  VERT ORDER  -  SECOND    CLASS 0
 CQ1172
 CQ1172.The horizontal coordinates were established by classical geodetic methods
 CQ1172.and adjusted by the National Geodetic Survey in January 1993..
 CQ1172
 CQ1172.The orthometric height was determined by differential leveling
 CQ1172.and adjusted by the National Geodetic Survey in June 1991..
 CQ1172
 CQ1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1172
 CQ1172.The geoid height was determined by GEOID03.
 CQ1172
 CQ1172.The dynamic height is computed by dividing the NAVD 88
 CQ1172.geopotential number by the normal gravity value computed on the
 CQ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1172.degrees latitude (g = 980.6199 gals.).
 CQ1172
 CQ1172.The modeled gravity was interpolated from observed gravity values.
 CQ1172
 CQ1172;                    North         East     Units Scale Factor Converg.
 CQ1172;SPC LA N     -   228,717.311   989,988.557   MT  0.99997796   -0 03 22.9
 CQ1172;SPC LA N     -   750,383.38  3,247,987.46   sFT  0.99997796   -0 03 22.9
 CQ1172;UTM  15      - 3,602,882.747   536,929.406   MT  0.99961682   +0 12 42.2
 CQ1172
 CQ1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1172!SPC LA N     -   0.99999238  x   0.99997796  =   0.99997034
 CQ1172!UTM  15      -   0.99999238  x   0.99961682  =   0.99960920
 CQ1172
 CQ1172:                Primary Azimuth Mark                     Grid Az
 CQ1172:SPC LA N     -  31 A 007 LADH                            191 41 55.9
 CQ1172:UTM  15      -  31 A 007 LADH                            191 25 50.8
 CQ1172
 CQ1172|---------------------------------------------------------------------|
 CQ1172| PID    Reference Object                     Distance      Geod. Az  |
 CQ1172|                                                           dddmmss.s |
 CQ1172| CQ1169 31 A 007 LADH                       APPROX. 1.3 KM 1913833.0 |
 CQ1172|---------------------------------------------------------------------|
 CQ1172
 CQ1172                          SUPERSEDED SURVEY CONTROL
 CQ1172
 CQ1172  NAD 83(1986)-  32 33 45.89519(N)    092 36 23.77807(W) AD(       ) 2
 CQ1172  NAD 27      -  32 33 45.35985(N)    092 36 23.24648(W) AD(       ) 2
 CQ1172  NGVD 29 (??/??/??)   74.407  (m)          244.12   (f) ADJUSTED    2 0
 CQ1172
 CQ1172.Superseded values are not recommended for survey control.
 CQ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1172.See file dsdata.txt to determine how the superseded data were derived.
 CQ1172
 CQ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3692902883(NAD 83)
 CQ1172_MARKER: DE = TRAVERSE STATION DISK
 CQ1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1172_STAMPING: 31A008
 CQ1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1172+STABILITY: SURFACE MOTION
 CQ1172
 CQ1172  HISTORY     - Date     Condition        Report By
 CQ1172  HISTORY     - 1966     MONUMENTED       LADH
 CQ1172  HISTORY     - 1967     GOOD             LADH
 CQ1172
 CQ1172                          STATION DESCRIPTION
 CQ1172
 CQ1172'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ1172'THIS STATION IS NORTH ALONG LA HIGHWAY 33, 1.64 MILES FROM
 CQ1172'THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE ON INTERSTATE
 CQ1172'20, 2.0 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 9.2
 CQ1172'FEET EAST OF THE RIGHT OF WAY FENCE ALONG LA HIGHWAY 33,
 CQ1172'46.8 FEET WEST OF THE CENTERLINE OF LA HIGHWAY, 58.5 FEET
 CQ1172'NORTH OF A 30 INCH LONE PINE TREE, 47.2 FEET NORTH OF POWER
 CQ1172'POLE NO. 49, AND 130.3 FEET SOUTH OF THE CENTERLINE OF A
 CQ1172'GRAVEL ROAD LEADING EAST.
 CQ1172'
 CQ1172'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ1172'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ1172'GROUND.  STATION IS TAMPED 31A008.
 CQ1172'
 CQ1172'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ1172'IN RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY
 CQ1172'167) NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND
 CQ1172'INTERCHANGE ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE
 CQ1172'20 FOR 1.2 MILES TO THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE,
 CQ1172'THENCE NORTH ALONG LA HIGHWAY 33 FOR 1.64 MILES TO THE
 CQ1172'STATION SET ON THE WEST SIDE OF THE HIGHWAY.
 CQ1172'
 CQ1172'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ1172
 CQ1172                          STATION RECOVERY (1967)
 CQ1172
 CQ1172'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 CQ1172'3.7 MI NE FROM RUSTON.
 CQ1172'LOCATED NORTH ALONG LA. HIGHWAY 33, 1.64 MILES FROM THE LA. HIGHWAY 33
 CQ1172'OVERPASS AND INTERCHANGE ON INTERSTATE 20, 2.0 FEET SOUTH OF A METAL
 CQ1172'WITNESS POST AND SIGN, 9.2 FEET EAST OF THE RIGHT OF WAY FENCE ALONG
 CQ1172'LA. HIGHWAY 33, 46.8 FEET WEST OF THE CENTERLINE OF LA. HIGHWAY, 58.5
 CQ1172'FEET NORTH OF A 30 INCH LONE PINE TREE, 47.2 FEET NORTH OF POWER POLE
 CQ1172'NO. 49, AND 130.3 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD
 CQ1172'LEADING EAST.  IT IS A STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 CQ1172'POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND, STAMPED
 CQ1172'31A008.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1173 ***********************************************************************
 CQ1173  DESIGNATION -  31 A 009 LADH
 CQ1173  PID         -  CQ1173
 CQ1173  STATE/COUNTY-  LA/LINCOLN
 CQ1173  USGS QUAD   -  RUSTON EAST (1994)
 CQ1173
 CQ1173                         *CURRENT SURVEY CONTROL
 CQ1173  ___________________________________________________________________
 CQ1173* NAD 83(1992)-  32 34 12.22727(N)    092 36 16.26515(W)     ADJUSTED  
 CQ1173* NAVD 88     -        90.669  (meters)     297.47   (feet)  ADJUSTED  
 CQ1173  ___________________________________________________________________
 CQ1173  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CQ1173  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ1173  DYNAMIC HT  -          90.567 (meters)     297.14  (feet)  COMP
 CQ1173  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 CQ1173
 CQ1173  HORZ ORDER  -  SECOND
 CQ1173  VERT ORDER  -  SECOND    CLASS 0
 CQ1173
 CQ1173.The horizontal coordinates were established by classical geodetic methods
 CQ1173.and adjusted by the National Geodetic Survey in January 1993..
 CQ1173
 CQ1173.The orthometric height was determined by differential leveling
 CQ1173.and adjusted by the National Geodetic Survey in June 1991..
 CQ1173
 CQ1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1173
 CQ1173.The geoid height was determined by GEOID03.
 CQ1173
 CQ1173.The dynamic height is computed by dividing the NAVD 88
 CQ1173.geopotential number by the normal gravity value computed on the
 CQ1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1173.degrees latitude (g = 980.6199 gals.).
 CQ1173
 CQ1173.The modeled gravity was interpolated from observed gravity values.
 CQ1173
 CQ1173;                    North         East     Units Scale Factor Converg.
 CQ1173;SPC LA N     -   229,528.658   990,185.554   MT  0.99997940   -0 03 18.9
 CQ1173;SPC LA N     -   753,045.27  3,248,633.77   sFT  0.99997940   -0 03 18.9
 CQ1173;UTM  15      - 3,603,694.712   537,122.535   MT  0.99961699   +0 12 46.4
 CQ1173
 CQ1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1173!SPC LA N     -   0.99998981  x   0.99997940  =   0.99996921
 CQ1173!UTM  15      -   0.99998981  x   0.99961699  =   0.99960681
 CQ1173
 CQ1173:                Primary Azimuth Mark                     Grid Az
 CQ1173:SPC LA N     -  31 A 007 LADH                            192 26 48.0
 CQ1173:UTM  15      -  31 A 007 LADH                            192 10 42.7
 CQ1173
 CQ1173|---------------------------------------------------------------------|
 CQ1173| PID    Reference Object                     Distance      Geod. Az  |
 CQ1173|                                                           dddmmss.s |
 CQ1173| CQ1169 31 A 007 LADH                       APPROX. 2.2 KM 1922329.1 |
 CQ1173|---------------------------------------------------------------------|
 CQ1173
 CQ1173                          SUPERSEDED SURVEY CONTROL
 CQ1173
 CQ1173  NAD 83(1986)-  32 34 12.24037(N)    092 36 16.25620(W) AD(       ) 2
 CQ1173  NAD 27      -  32 34 11.70550(N)    092 36 15.72512(W) AD(       ) 2
 CQ1173  NGVD 29 (??/??/??)   90.743  (m)          297.71   (f) ADJUSTED    2 0
 CQ1173
 CQ1173.Superseded values are not recommended for survey control.
 CQ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1173.See file dsdata.txt to determine how the superseded data were derived.
 CQ1173
 CQ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3712303695(NAD 83)
 CQ1173_MARKER: DE = TRAVERSE STATION DISK
 CQ1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1173_STAMPING: 31A009
 CQ1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1173+STABILITY: SURFACE MOTION
 CQ1173
 CQ1173  HISTORY     - Date     Condition        Report By
 CQ1173  HISTORY     - 1966     MONUMENTED       LADH
 CQ1173  HISTORY     - 1967     GOOD             LADH
 CQ1173
 CQ1173                          STATION DESCRIPTION
 CQ1173
 CQ1173'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ1173'THIS STATION IS NORTH ALONG LA. HIGHWAY 33, 2.15 MILES FROM
 CQ1173'THE LA. HIGHWAY 33 OVERPASS AND INTERCHANGE ON INTERSTATE
 CQ1173'20.  STATION IS 203.5 FEET SOUTH OF L.G.S. STATION NO. 1338,
 CQ1173'131.0 FEET SOUTHWEST OF TELEPHONE JUNCTION 604, 49.5 FEET
 CQ1173'WEST OF THE CENTERLINE OF LA. HIGHWAY 33, 7.50 FEET WEST
 CQ1173'OF THE WEST RIGHT OF WAY FENCE ALONG LA. HIGHWAY 33, AND
 CQ1173'1.85 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CQ1173'
 CQ1173'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ1173'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ1173'GROUND.  STATION IS STAMPED 31A009.
 CQ1173'
 CQ1173'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ1173'IN RUSTON, LOUISIANA, FOLLOW ALONG VIENNA STREET (U.S. HIGHWAY
 CQ1173'167) NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND
 CQ1173'INTERCHANGE ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE
 CQ1173'20 FOR 1.2 MILES TO THE LA. HIGHWAY 33 OVERPASS AND INTERCHANGE,
 CQ1173'THENCE NORTH ON LA. HIGHWAY 33 FOR 2.15 MILES TO THE STATION
 CQ1173'SET WEST OF HIGHWAY.
 CQ1173'
 CQ1173'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ1173
 CQ1173                          STATION RECOVERY (1967)
 CQ1173
 CQ1173'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 CQ1173'4.2 MI NE FROM RUSTON.
 CQ1173'LOCATED NORTH ALONG LA. HIGHWAY 33, 2.15 MILES FROM THE LA. HIGHWAY 33
 CQ1173'OVERPASS AND INTERCHANGE ON INTERSTATE 20, 203.5 FEET SOUTH OF L.G.S.
 CQ1173'STATION NO. 1338, 131 FEET SOUTHWEST OF TELEPHONE JUNCTION 604, 49.5
 CQ1173'FEET WEST OF THE CENTERLINE OF LA. HIGHWAY 33, 7.50 FEET WEST OF THE
 CQ1173'WEST RIGHT OF WAY FENCE ALONG LA. HIGHWAY 33, AND 1.85 FEET NORTH OF A
 CQ1173'METAL WITNESS POST AND SIGN.  IT IS A STANDARD BRONZE DISK SET IN A
 CQ1173'ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ1173'GROUND AND STAMPED 31A009.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1175 ***********************************************************************
 CQ1175  DESIGNATION -  31 A 010 LADH RESET 1970
 CQ1175  PID         -  CQ1175
 CQ1175  STATE/COUNTY-  LA/LINCOLN
 CQ1175  USGS QUAD   -  RUSTON EAST (1994)
 CQ1175
 CQ1175                         *CURRENT SURVEY CONTROL
 CQ1175  ___________________________________________________________________
 CQ1175* NAD 83(1992)-  32 34 29.91519(N)    092 36 04.93256(W)     ADJUSTED  
 CQ1175* NAVD 88     -        95.31   (meters)     312.7    (feet)  RESET     
 CQ1175  ___________________________________________________________________
 CQ1175  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CQ1175  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ1175
 CQ1175  HORZ ORDER  -  SECOND
 CQ1175  VERT ORDER  -  THIRD
 CQ1175
 CQ1175.The horizontal coordinates were established by classical geodetic methods
 CQ1175.and adjusted by the National Geodetic Survey in January 1993..
 CQ1175
 CQ1175.The orthometric height was computed from unverified reset data.
 CQ1175
 CQ1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1175
 CQ1175.The geoid height was determined by GEOID03.
 CQ1175
 CQ1175;                    North         East     Units Scale Factor Converg.
 CQ1175;SPC LA N     -   230,073.236   990,481.661   MT  0.99998038   -0 03 12.9
 CQ1175;SPC LA N     -   754,831.94  3,249,605.25   sFT  0.99998038   -0 03 12.9
 CQ1175;UTM  15      - 3,604,240.473   537,415.983   MT  0.99961726   +0 12 52.7
 CQ1175
 CQ1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1175!SPC LA N     -   0.99998908  x   0.99998038  =   0.99996946
 CQ1175!UTM  15      -   0.99998908  x   0.99961726  =   0.99960635
 CQ1175
 CQ1175                          SUPERSEDED SURVEY CONTROL
 CQ1175
 CQ1175  NAD 83(1986)-  32 34 29.92830(N)    092 36 04.92360(W) AD(       ) 2
 CQ1175  NAD 27      -  32 34 29.39344(N)    092 36 04.39326(W) AD(       ) 2
 CQ1175  NGVD 29 (??/??/??)   95.38   (m)          312.9    (f) RESET       3  
 CQ1175
 CQ1175.Superseded values are not recommended for survey control.
 CQ1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1175.See file dsdata.txt to determine how the superseded data were derived.
 CQ1175
 CQ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3741604240(NAD 83)
 CQ1175_MARKER: DD = SURVEY DISK
 CQ1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1175_STAMPING: 31A010 RESET 1970
 CQ1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1175+STABILITY: SURFACE MOTION
 CQ1175
 CQ1175  HISTORY     - Date     Condition        Report By
 CQ1175  HISTORY     - 1970     MONUMENTED       LADH
 CQ1175  HISTORY     - 1970     GOOD             NGS
 CQ1175
 CQ1175                          STATION DESCRIPTION
 CQ1175
 CQ1175'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (LFS)
 CQ1175'THE STATION IS 2.45 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE
 CQ1175'INTERSECTION WITH INTERSTATE HIGHWAY I-20, 360 FEET SOUTH OF THE
 CQ1175'JUNCTION OF STATE HIGHWAY 33 AND 821, AT THE WEST EDGE OF A
 CQ1175'PASTURE, 53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 142 FEET
 CQ1175'SOUTHEAST OF A POWER POLE, 207 FEET SOUTH OF A FENCE
 CQ1175'CORNER AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A USC
 CQ1175'AND GS AND STATE SURVEY DISK STAMPED 31A010 RESET 1970 SET IN THE
 CQ1175'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CQ1175'
 CQ1175'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ1175'RUSTON, GO NORTH ON U.S. HIGHWAY 167 FOR 0.8 MILE TO THE INTERSTATE
 CQ1175'HIGHWAY I-20 TURN LEFT AND GO EAST ON INTERSTATE I-20 FOR 1.2 MILES
 CQ1175'TO LOUISIANA HIGHWAY 33, TURN LEFT AND GO NORTH ON LOUISIANA
 CQ1175'HIGHWAY 33 FOR 2.45 MILE TO THE MARK ON THE RIGHT.
 CQ1175'
 CQ1175'NOT ON PUBST LIST.
 CQ1175'
 CQ1175'NEAREST TOWN--RUSTON.
 CQ1175
 CQ1175                          STATION RECOVERY (1970)
 CQ1175
 CQ1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CQ1175'4.45 MI NE FROM RUSTON.
 CQ1175'ABOUT 2.45 MILES NORTH ALONG STATE HIGHWAY 33 FROM ITS INTERSECTION
 CQ1175'WITH INTERSTATE HIGHWAY I-20, AT THE WEST EDGE OF A PASTURE, ABOUT 360
 CQ1175'FEET SOUTH OF THE JUNCTION OF STATE HIGHWAY 33 AND 821, 53 FEET EAST
 CQ1175'OF THE CENTER OF THE ROAD, 142 FEET SOUTHEAST OF A POWER POLE, 207
 CQ1175'FEET SOUTH OF A FENCE CORNER AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CQ1175'IT IS A USC AND GS STATE SURVEY DISK STAMPED 31A010 RESET 1970, SET
 CQ1175'IN THE TOP OF A 12-INCH ROUND CONCRETE MARK PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1176 ***********************************************************************
 CQ1176  DESIGNATION -  31 A 011 LADH
 CQ1176  PID         -  CQ1176
 CQ1176  STATE/COUNTY-  LA/LINCOLN
 CQ1176  USGS QUAD   -  RUSTON EAST (1994)
 CQ1176
 CQ1176                         *CURRENT SURVEY CONTROL
 CQ1176  ___________________________________________________________________
 CQ1176* NAD 83(1992)-  32 35 04.12054(N)    092 36 01.62492(W)     ADJUSTED  
 CQ1176* NAVD 88     -        96.631  (meters)     317.03   (feet)  ADJUSTED  
 CQ1176  ___________________________________________________________________
 CQ1176  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CQ1176  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1176  DYNAMIC HT  -          96.523 (meters)     316.68  (feet)  COMP
 CQ1176  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 CQ1176
 CQ1176  HORZ ORDER  -  SECOND
 CQ1176  VERT ORDER  -  SECOND    CLASS 0
 CQ1176
 CQ1176.The horizontal coordinates were established by classical geodetic methods
 CQ1176.and adjusted by the National Geodetic Survey in January 1993..
 CQ1176
 CQ1176.The orthometric height was determined by differential leveling
 CQ1176.and adjusted by the National Geodetic Survey in June 1991..
 CQ1176
 CQ1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1176
 CQ1176.The geoid height was determined by GEOID03.
 CQ1176
 CQ1176.The dynamic height is computed by dividing the NAVD 88
 CQ1176.geopotential number by the normal gravity value computed on the
 CQ1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1176.degrees latitude (g = 980.6199 gals.).
 CQ1176
 CQ1176.The modeled gravity was interpolated from observed gravity values.
 CQ1176
 CQ1176;                    North         East     Units Scale Factor Converg.
 CQ1176;SPC LA N     -   231,126.822   990,568.909   MT  0.99998229   -0 03 11.2
 CQ1176;SPC LA N     -   758,288.58  3,249,891.50   sFT  0.99998229   -0 03 11.2
 CQ1176;UTM  15      - 3,605,294.072   537,498.268   MT  0.99961734   +0 12 54.6
 CQ1176
 CQ1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1176!SPC LA N     -   0.99998888  x   0.99998229  =   0.99997117
 CQ1176!UTM  15      -   0.99998888  x   0.99961734  =   0.99960622
 CQ1176
 CQ1176:                Primary Azimuth Mark                     Grid Az
 CQ1176:SPC LA N     -  31 A 010 LADH                            184 55 38.5
 CQ1176:UTM  15      -  31 A 010 LADH                            184 39 32.7
 CQ1176
 CQ1176|---------------------------------------------------------------------|
 CQ1176| PID    Reference Object                     Distance      Geod. Az  |
 CQ1176|                                                           dddmmss.s |
 CQ1176| CQ1174 31 A 010 LADH                       APPROX. 1.1 KM 1845227.3 |
 CQ1176| CQ1177 31 A 012 LADH                       APPROX. 0.6 KM 3582235.8 |
 CQ1176|---------------------------------------------------------------------|
 CQ1176
 CQ1176                          SUPERSEDED SURVEY CONTROL
 CQ1176
 CQ1176  NAD 83(1986)-  32 35 04.13365(N)    092 36 01.61592(W) AD(       ) 2
 CQ1176  NAD 27      -  32 35 03.59890(N)    092 36 01.08585(W) AD(       ) 2
 CQ1176  NGVD 29 (??/??/??)   96.707  (m)          317.28   (f) ADJUSTED    2 0
 CQ1176
 CQ1176.Superseded values are not recommended for survey control.
 CQ1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1176.See file dsdata.txt to determine how the superseded data were derived.
 CQ1176
 CQ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3749805294(NAD 83)
 CQ1176_MARKER: DE = TRAVERSE STATION DISK
 CQ1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1176_STAMPING: 31A011
 CQ1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1176+STABILITY: SURFACE MOTION
 CQ1176
 CQ1176  HISTORY     - Date     Condition        Report By
 CQ1176  HISTORY     - 1966     MONUMENTED       LADH
 CQ1176  HISTORY     - 1967     GOOD             LADH
 CQ1176
 CQ1176                          STATION DESCRIPTION
 CQ1176
 CQ1176'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ1176'THIS STATION IS NORTH ALONG LA HIGHWAY 33, 2.90 MILES FROM THE
 CQ1176'LA HIGHWAY 33 OVERPASS AND INTERCHANGE ON INTERSTATE 20.  STATION
 CQ1176'IS 1.4 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 6.7 FEET
 CQ1176'EAST OF TELEPHONE POLE NO. 70, 11.5 FEET WEST OF THE BOTTOM
 CQ1176'OF BRACE POLE ON SAID TELEPHONE POLE, 51.0 FEET SOUTH OF A
 CQ1176'TELEPHONE JUNCTION 604, AND 44.0 FEET EAST OF THE CENTERLINE OF
 CQ1176'LA HIGHWAY 33.
 CQ1176'
 CQ1176'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ1176'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 CQ1176'GROUND.  STATION IS STAMPED 31A011.
 CQ1176'
 CQ1176'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ1176'RUSTON, LOUISIANA, FOLLOW ALONG VIENNA STREET (U.S. HIGHWAY 167)
 CQ1176'NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ1176'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 1.2 MILES
 CQ1176'TO THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE, THENCE NORTH
 CQ1176'ALONG LA HIGHWAY 33 FOR 2.90 MILES TO THE STATION SET EAST OF
 CQ1176'THE HIGHWAY.
 CQ1176'
 CQ1176'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ1176
 CQ1176                          STATION RECOVERY (1967)
 CQ1176
 CQ1176'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 CQ1176'4.7 MI NE FROM RUSTON.
 CQ1176'LOCATED NORTH ALONG LA. HIGHWAY 33, 2.90 MILES FROM THE LA. HIGHWAY 33
 CQ1176'OVERPASS AND INTERCHANGE ON INTERSTATE 20, 1.4 FEET SOUTH OF A METAL
 CQ1176'WITNESS POST AND SIGN, 6.7 FEET EAST OF TELEPHONE POLE NO. 70, 11.5
 CQ1176'FEET WEST OF THE BOTTOM OF BRACE POLE ON SAID TELEPHONE POLE, 51 FEET
 CQ1176'SOUTH OF A TELEPHONE JUNCTION NO. 604 AND 44 FEET EAST OF THE
 CQ1176'CENTERLINE OF LA. HIGHWAY 33.  IT IS A STANDARD BRONZE DISK, STAMPED
 CQ1176'31A011, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CQ1176'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1177 ***********************************************************************
 CQ1177  DESIGNATION -  31 A 012 LADH
 CQ1177  PID         -  CQ1177
 CQ1177  STATE/COUNTY-  LA/LINCOLN
 CQ1177  USGS QUAD   -  RUSTON EAST (1994)
 CQ1177
 CQ1177                         *CURRENT SURVEY CONTROL
 CQ1177  ___________________________________________________________________
 CQ1177* NAD 83(1992)-  32 35 24.89251(N)    092 36 02.32031(W)     ADJUSTED  
 CQ1177* NAVD 88     -        89.733  (meters)     294.40   (feet)  ADJUSTED  
 CQ1177  ___________________________________________________________________
 CQ1177  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CQ1177  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1177  DYNAMIC HT  -          89.632 (meters)     294.07  (feet)  COMP
 CQ1177  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 CQ1177
 CQ1177  HORZ ORDER  -  SECOND
 CQ1177  VERT ORDER  -  SECOND    CLASS 0
 CQ1177
 CQ1177.The horizontal coordinates were established by classical geodetic methods
 CQ1177.and adjusted by the National Geodetic Survey in January 1993..
 CQ1177
 CQ1177.The orthometric height was determined by differential leveling
 CQ1177.and adjusted by the National Geodetic Survey in June 1991..
 CQ1177
 CQ1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1177
 CQ1177.The geoid height was determined by GEOID03.
 CQ1177
 CQ1177.The dynamic height is computed by dividing the NAVD 88
 CQ1177.geopotential number by the normal gravity value computed on the
 CQ1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1177.degrees latitude (g = 980.6199 gals.).
 CQ1177
 CQ1177.The modeled gravity was interpolated from observed gravity values.
 CQ1177
 CQ1177;                    North         East     Units Scale Factor Converg.
 CQ1177;SPC LA N     -   231,766.703   990,551.368   MT  0.99998347   -0 03 11.6
 CQ1177;SPC LA N     -   760,387.92  3,249,833.95   sFT  0.99998347   -0 03 11.6
 CQ1177;UTM  15      - 3,605,933.630   537,477.738   MT  0.99961732   +0 12 54.4
 CQ1177
 CQ1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1177!SPC LA N     -   0.99998996  x   0.99998347  =   0.99997343
 CQ1177!UTM  15      -   0.99998996  x   0.99961732  =   0.99960729
 CQ1177
 CQ1177:                Primary Azimuth Mark                     Grid Az
 CQ1177:SPC LA N     -  31 A 011 LADH                            178 25 47.0
 CQ1177:UTM  15      -  31 A 011 LADH                            178 09 41.0
 CQ1177
 CQ1177|---------------------------------------------------------------------|
 CQ1177| PID    Reference Object                     Distance      Geod. Az  |
 CQ1177|                                                           dddmmss.s |
 CQ1177| CQ1176 31 A 011 LADH                       APPROX. 0.6 KM 1782235.4 |
 CQ1177|---------------------------------------------------------------------|
 CQ1177
 CQ1177                          SUPERSEDED SURVEY CONTROL
 CQ1177
 CQ1177  NAD 83(1986)-  32 35 24.90564(N)    092 36 02.31128(W) AD(       ) 2
 CQ1177  NAD 27      -  32 35 24.37062(N)    092 36 01.78119(W) AD(       ) 2
 CQ1177  NGVD 29 (??/??/??)   89.809  (m)          294.65   (f) ADJUSTED    2 0
 CQ1177
 CQ1177.Superseded values are not recommended for survey control.
 CQ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1177.See file dsdata.txt to determine how the superseded data were derived.
 CQ1177
 CQ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3747805934(NAD 83)
 CQ1177_MARKER: DE = TRAVERSE STATION DISK
 CQ1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1177_STAMPING: 31A012
 CQ1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1177+STABILITY: SURFACE MOTION
 CQ1177
 CQ1177  HISTORY     - Date     Condition        Report By
 CQ1177  HISTORY     - 1966     MONUMENTED       LADH
 CQ1177  HISTORY     - 1967     GOOD             LADH
 CQ1177  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1177
 CQ1177                          STATION DESCRIPTION
 CQ1177
 CQ1177'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ1177'THIS STATION IS NORTH ALONG LA HIGHWAY 33, 3.31 MILES FROM
 CQ1177'THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE ON INTERSTATE 20.
 CQ1177'THIS STATION IS 1.7 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 CQ1177'40.0 FEET WEST OF THE CENTERLINE OF LA HIGHWAY 33, 80.5 FEET
 CQ1177'SOUTH OF A GAS TRANSMISSION LINE (CALIFORNIA CO.) 113.0 FEET
 CQ1177'SOUTHWEST OF A REVOLVING GATE ON SAID GAS LINE, AND 127.5 FEET
 CQ1177'NORTHWEST OF A TELEPHONE POLE NO. 50 WITH BRACE.
 CQ1177'
 CQ1177'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ1177'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ1177'THE GROUND.  STATION IS STAMPED 31A012.
 CQ1177'
 CQ1177'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ1177'RUSTON, LOUISIANA, FOLLOW ALONG VIENNA STREET (U.S. HIGHWAY
 CQ1177'167) NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND
 CQ1177'INTERCHANGE ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20
 CQ1177'FOR 1.2 MILES TO THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE,
 CQ1177'THENCE NORTH ALONG LA HIGHWAY 33 FOR 3.31 MILES TO THE STATION
 CQ1177'SET ON WEST SIDE OF HIGHWAY.
 CQ1177'
 CQ1177'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ1177
 CQ1177                          STATION RECOVERY (1967)
 CQ1177
 CQ1177'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 CQ1177'5.1 MI NE FROM RUSTON.
 CQ1177'LOCATED NORTH ALONG LA. HIGHWAY 33, 3.31 MILES FROM THE LA. HIGHWAY 33
 CQ1177'OVERPASS AND INTERCHANGE ON INTERSTATE 20, 1.7 FEET SOUTH OF A METAL
 CQ1177'WITNESS POST AND SIGN, 40 FEET WEST OF THE CENTERLINE OF LA. HIGHWAY
 CQ1177'33, 80.5 FEET SOUTH OF A GAS TRANSMISSION LINE (CALIFORNIA CO.), 113
 CQ1177'FEET SOUTHWEST OF A REVOLVING GATE ON SAME GAS LINE, AND 127.5 FEET
 CQ1177'NORTHWEST OF A TELEPHONE POLE NO. 50 WITH BRACE.  IT IS A STANDARD
 CQ1177'BRONZE DISK SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CQ1177'SURFACE OF THE GROUND AND STAMPED 31A012.
 CQ1177
 CQ1177                          STATION RECOVERY (1982)
 CQ1177
 CQ1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1180 ***********************************************************************
 CQ1180  DESIGNATION -  31 A 013 LADH
 CQ1180  PID         -  CQ1180
 CQ1180  STATE/COUNTY-  LA/LINCOLN
 CQ1180  USGS QUAD   -  RUSTON EAST (1994)
 CQ1180
 CQ1180                         *CURRENT SURVEY CONTROL
 CQ1180  ___________________________________________________________________
 CQ1180* NAD 83(1992)-  32 35 52.10555(N)    092 35 48.52846(W)     ADJUSTED  
 CQ1180* NAVD 88     -        92.744  (meters)     304.28   (feet)  ADJUSTED  
 CQ1180  ___________________________________________________________________
 CQ1180  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CQ1180  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1180  DYNAMIC HT  -          92.640 (meters)     303.94  (feet)  COMP
 CQ1180  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CQ1180
 CQ1180  HORZ ORDER  -  SECOND
 CQ1180  VERT ORDER  -  SECOND    CLASS 0
 CQ1180
 CQ1180.The horizontal coordinates were established by classical geodetic methods
 CQ1180.and adjusted by the National Geodetic Survey in January 1993..
 CQ1180
 CQ1180.The orthometric height was determined by differential leveling
 CQ1180.and adjusted by the National Geodetic Survey in June 1991..
 CQ1180
 CQ1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1180
 CQ1180.The geoid height was determined by GEOID03.
 CQ1180
 CQ1180.The dynamic height is computed by dividing the NAVD 88
 CQ1180.geopotential number by the normal gravity value computed on the
 CQ1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1180.degrees latitude (g = 980.6199 gals.).
 CQ1180
 CQ1180.The modeled gravity was interpolated from observed gravity values.
 CQ1180
 CQ1180;                    North         East     Units Scale Factor Converg.
 CQ1180;SPC LA N     -   232,604.654   990,911.782   MT  0.99998502   -0 03 04.3
 CQ1180;SPC LA N     -   763,137.10  3,251,016.40   sFT  0.99998502   -0 03 04.3
 CQ1180;UTM  15      - 3,606,772.952   537,834.092   MT  0.99961765   +0 13 02.0
 CQ1180
 CQ1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1180!SPC LA N     -   0.99998949  x   0.99998502  =   0.99997451
 CQ1180!UTM  15      -   0.99998949  x   0.99961765  =   0.99960714
 CQ1180
 CQ1180:                Primary Azimuth Mark                     Grid Az
 CQ1180:SPC LA N     -  31 A 012 LADH                            203 16 23.7
 CQ1180:UTM  15      -  31 A 012 LADH                            203 00 17.4
 CQ1180
 CQ1180|---------------------------------------------------------------------|
 CQ1180| PID    Reference Object                     Distance      Geod. Az  |
 CQ1180|                                                           dddmmss.s |
 CQ1180| CQ1177 31 A 012 LADH                       APPROX. 0.9 KM 2031319.4 |
 CQ1180| CQ1183 BALL 2                              126.529 METERS 31013     |
 CQ1180|---------------------------------------------------------------------|
 CQ1180
 CQ1180                          SUPERSEDED SURVEY CONTROL
 CQ1180
 CQ1180  NAD 83(1986)-  32 35 52.11867(N)    092 35 48.51937(W) AD(       ) 2
 CQ1180  NAD 27      -  32 35 51.58378(N)    092 35 47.99000(W) AD(       ) 2
 CQ1180  NGVD 29 (??/??/??)   92.821  (m)          304.53   (f) ADJUSTED    2 0
 CQ1180
 CQ1180.Superseded values are not recommended for survey control.
 CQ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1180.See file dsdata.txt to determine how the superseded data were derived.
 CQ1180
 CQ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3783406773(NAD 83)
 CQ1180_MARKER: DE = TRAVERSE STATION DISK
 CQ1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1180_STAMPING: 31A013
 CQ1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1180+STABILITY: SURFACE MOTION
 CQ1180
 CQ1180  HISTORY     - Date     Condition        Report By
 CQ1180  HISTORY     - 1966     MONUMENTED       LADH
 CQ1180  HISTORY     - 1969     GOOD             LADH
 CQ1180  HISTORY     - 1990     GOOD             USPSQD
 CQ1180
 CQ1180                          STATION DESCRIPTION
 CQ1180
 CQ1180'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ1180'THIS STATION IS NORTH ALONG LA HIGHWAY 33, 3.87 MILES FROM
 CQ1180'THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE ON INTERSTATE 20.
 CQ1180'THIS STATION IS 1.3 FEET WEST OF A METAL WITNESS POST AND SIGN,
 CQ1180'17.3 FEET SOUTHWEST OF A RIGHT OF WAY MARKER, 19.4 FEET SOUTHWEST
 CQ1180'OF A POWER POLE, 43.0 FEET SOUTH OF THE CENTERLINE OF LA
 CQ1180'HIGHWAY 3072, 71.0 FEET WEST OF THE CENTERLINE OF LA HIGHWAY
 CQ1180'33 AND 33.0 FEET SOUTHEAST OF THE EAST END OF A SIDE DRAING ON
 CQ1180'LA HIGHWAY 3072.
 CQ1180'
 CQ1180'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ1180'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 CQ1180'OF THE GROUND.  STATION IS STAMPED 31A013.
 CQ1180'
 CQ1180'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ1180'RUSTON, LOUISIANA, FOLLOW ALONG VIENNA STREET (U.S. HIGHWAY 167)
 CQ1180'NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ1180'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 1.2 MILES
 CQ1180'TO THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE, THENCE NORTH
 CQ1180'ALONG LA HIGHWAY 33 FOR 3.87 MILES TO THE STATION SET IN THE
 CQ1180'SOUTHWEST QUADRANT AT THE INTERSECTION OF LA HIGHWAY 33 AND
 CQ1180'3072.
 CQ1180'
 CQ1180'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ1180
 CQ1180                          STATION RECOVERY (1969)
 CQ1180
 CQ1180'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1180'5.9 MI NE FROM RUSTON.
 CQ1180'LOCATED 0.8 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1180'COURTHOUSE IN RUSTON, THENCE EAST ALONG INTERSTATE HIGHWAY 20 FOR 1.2
 CQ1180'MILES, THENCE NORTH ALONG STATE HIGHWAY LA. 33 FOR 3.9 MILES TO THE
 CQ1180'MARK ON THE LEFT.  IT IS 71 FEET WEST OF THE CENTERLINE OF STATE
 CQ1180'HIGHWAY LA. 33, 43 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY LA.
 CQ1180'3072, 17 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER AND 1 FOOT
 CQ1180'WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK
 CQ1180'STAMPED 31A013 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ1180'1-INCH.  SECTION 32, T 19N, R 2W.
 CQ1180
 CQ1180                          STATION RECOVERY (1990)
 CQ1180
 CQ1180'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1168 ***********************************************************************
 CQ1168  DESIGNATION -  31 B 003 LADH
 CQ1168  PID         -  CQ1168
 CQ1168  STATE/COUNTY-  LA/LINCOLN
 CQ1168  USGS QUAD   -  RUSTON EAST (1994)
 CQ1168
 CQ1168                         *CURRENT SURVEY CONTROL
 CQ1168  ___________________________________________________________________
 CQ1168* NAD 83(1992)-  32 32 26.58614(N)    092 36 51.30070(W)     ADJUSTED  
 CQ1168* NAVD 88     -        92.507  (meters)     303.50   (feet)  ADJUSTED  
 CQ1168  ___________________________________________________________________
 CQ1168  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CQ1168  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1168  DYNAMIC HT  -          92.403 (meters)     303.16  (feet)  COMP
 CQ1168  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CQ1168
 CQ1168  HORZ ORDER  -  SECOND
 CQ1168  VERT ORDER  -  SECOND    CLASS 0
 CQ1168
 CQ1168.The horizontal coordinates were established by classical geodetic methods
 CQ1168.and adjusted by the National Geodetic Survey in January 1993..
 CQ1168
 CQ1168.The orthometric height was determined by differential leveling
 CQ1168.and adjusted by the National Geodetic Survey in June 1991..
 CQ1168
 CQ1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1168
 CQ1168.The geoid height was determined by GEOID03.
 CQ1168
 CQ1168.The dynamic height is computed by dividing the NAVD 88
 CQ1168.geopotential number by the normal gravity value computed on the
 CQ1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1168.degrees latitude (g = 980.6199 gals.).
 CQ1168
 CQ1168.The modeled gravity was interpolated from observed gravity values.
 CQ1168
 CQ1168;                    North         East     Units Scale Factor Converg.
 CQ1168;SPC LA N     -   226,275.425   989,268.262   MT  0.99997371   -0 03 37.5
 CQ1168;SPC LA N     -   742,371.96  3,245,624.29   sFT  0.99997371   -0 03 37.5
 CQ1168;UTM  15      - 3,600,438.397   536,220.796   MT  0.99961618   +0 12 27.0
 CQ1168
 CQ1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1168!SPC LA N     -   0.99998952  x   0.99997371  =   0.99996323
 CQ1168!UTM  15      -   0.99998952  x   0.99961618  =   0.99960570
 CQ1168
 CQ1168:                Primary Azimuth Mark                     Grid Az
 CQ1168:SPC LA N     -  31B002 RESET                             237 04 19.0
 CQ1168:UTM  15      -  31B002 RESET                             236 48 14.5
 CQ1168
 CQ1168|---------------------------------------------------------------------|
 CQ1168| PID    Reference Object                     Distance      Geod. Az  |
 CQ1168|                                                           dddmmss.s |
 CQ1168| CQ2909 31B002 RESET                        APPROX. 2.8 KM 2370041.5 |
 CQ1168|---------------------------------------------------------------------|
 CQ1168
 CQ1168                          SUPERSEDED SURVEY CONTROL
 CQ1168
 CQ1168  NAD 83(1986)-  32 32 26.59931(N)    092 36 51.29177(W) AD(       ) 2
 CQ1168  NAD 27      -  32 32 26.06237(N)    092 36 50.75854(W) AD(       ) 2
 CQ1168  NGVD 29 (??/??/??)   92.579  (m)          303.74   (f) ADJUSTED    2 0
 CQ1168
 CQ1168.Superseded values are not recommended for survey control.
 CQ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1168.See file dsdata.txt to determine how the superseded data were derived.
 CQ1168
 CQ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3622100438(NAD 83)
 CQ1168_MARKER: DE = TRAVERSE STATION DISK
 CQ1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1168_STAMPING: 31B003
 CQ1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1168+STABILITY: SURFACE MOTION
 CQ1168
 CQ1168  HISTORY     - Date     Condition        Report By
 CQ1168  HISTORY     - 1966     MONUMENTED       LADH
 CQ1168  HISTORY     - 1967     GOOD             LADH
 CQ1168  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1168
 CQ1168                          STATION DESCRIPTION
 CQ1168
 CQ1168'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ1168'THIS STATION IS EAST ALONG INTERSTATE 20, 1.21 MILES FROM
 CQ1168'THE VIENNA STREET OVERPASS AND INTERCHANGE OVER INTERSTATE 20.
 CQ1168'THE STATION IS 1.60 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 CQ1168'30.6 FEET EAST OF A HIGHWAY RIGHT OF WAY MARKER, 67.6 FEET
 CQ1168'EAST OF POWER POLE NO. 10, 93.0 FEET NORTHEAST OF EXIT SIGN
 CQ1168'FOR LA. HIGHWAY 33 OVERPASS AND INTERCHANGE, 105.0 FEET NORTH
 CQ1168'OF THE CENTERLINE OF THE WEST BOUND LANE ON INTERSTATE 20, AND
 CQ1168'91.6 FEET NORTHWEST OF SPEED LIMIT SIGN ON EXIT RAMP.
 CQ1168'
 CQ1168'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ1168'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ1168'THE GROUND.  STATION IS STAMPED 31B003.
 CQ1168'
 CQ1168'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ1168'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167) NORTH
 CQ1168'FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE ON
 CQ1168'INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 1.21 MILES
 CQ1168'TO STATION SET NORTH OF HIGHWAY.
 CQ1168'
 CQ1168'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ1168
 CQ1168                          STATION RECOVERY (1967)
 CQ1168
 CQ1168'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 CQ1168'1.9 MI E FROM RUSTON.
 CQ1168'LOCATED EAST ALONG INTERSTATE 20, 1.21 MILES FROM THE VIENNA STREET
 CQ1168'OVERPASS AND INTERCHANGE OVER INTERSTATE 20, 1.6 FEET NORTH OF A METAL
 CQ1168'WITNESS POST AND SIGN, 30.6 FEET EAST OF A HIGHWAY RIGHT OF WAY
 CQ1168'MARKER, 67.6 FEET EAST OF POWER POLE NO. 10, 93 FEET NORTHEAST OF EXIT
 CQ1168'SIGN FOR LA. HIGHWAY 33 OVERPASS AND INTERCHANGE, 105.0 FEET NORTH OF
 CQ1168'THE CENTERLINE OF THE WEST BOUND LANE ON INTERSTATE 20, AND 91.6 FEET
 CQ1168'NORTHWEST OF SPEED LIMIT SIGN ON EXIT RAMP.  IT IS A STANDARD BRONZE
 CQ1168'DISK SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CQ1168'SURFACE OF THE GROUND, STAMPED 31B003.  TO REACH THIS STATION FROM THE
 CQ1168'LINCOLN PARISH COURTHOUSE IN RUSTON FOLLOW VIENNA STREET (U.S. HIGHWAY
 CQ1168'167) NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ1168'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 1.21 MILES TO
 CQ1168'STATION SET NORTH OF HIGHWAY.
 CQ1168
 CQ1168                          STATION RECOVERY (1982)
 CQ1168
 CQ1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1203 ***********************************************************************
 CQ1203  DESIGNATION -  31 B 006
 CQ1203  PID         -  CQ1203
 CQ1203  STATE/COUNTY-  LA/LINCOLN
 CQ1203  USGS QUAD   -  RUSTON EAST (1994)
 CQ1203
 CQ1203                         *CURRENT SURVEY CONTROL
 CQ1203  ___________________________________________________________________
 CQ1203* NAD 83(1992)-  32 32 18.48826(N)    092 30 35.29654(W)     ADJUSTED  
 CQ1203* NAVD 88     -        53.000  (meters)     173.88   (feet)  ADJUSTED  
 CQ1203  ___________________________________________________________________
 CQ1203  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CQ1203  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1203  DYNAMIC HT  -          52.941 (meters)     173.69  (feet)  COMP
 CQ1203  MODELED GRAV-     979,518.9   (mgal)                       NAVD 88
 CQ1203
 CQ1203  HORZ ORDER  -  SECOND
 CQ1203  VERT ORDER  -  SECOND    CLASS 0
 CQ1203
 CQ1203.The horizontal coordinates were established by classical geodetic methods
 CQ1203.and adjusted by the National Geodetic Survey in January 1993..
 CQ1203
 CQ1203.The orthometric height was determined by differential leveling
 CQ1203.and adjusted by the National Geodetic Survey in June 1991..
 CQ1203
 CQ1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1203
 CQ1203.The geoid height was determined by GEOID03.
 CQ1203
 CQ1203.The dynamic height is computed by dividing the NAVD 88
 CQ1203.geopotential number by the normal gravity value computed on the
 CQ1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1203.degrees latitude (g = 980.6199 gals.).
 CQ1203
 CQ1203.The modeled gravity was interpolated from observed gravity values.
 CQ1203
 CQ1203;                    North         East     Units Scale Factor Converg.
 CQ1203;SPC LA N     -   226,020.365   999,079.013   MT  0.99997328   -0 00 18.7
 CQ1203;SPC LA N     -   741,535.15  3,277,811.73   sFT  0.99997328   -0 00 18.7
 CQ1203;UTM  15      - 3,600,229.367   546,029.175   MT  0.99962613   +0 15 49.2
 CQ1203
 CQ1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1203!SPC LA N     -   0.99999572  x   0.99997328  =   0.99996900
 CQ1203!UTM  15      -   0.99999572  x   0.99962613  =   0.99962186
 CQ1203
 CQ1203:                Primary Azimuth Mark                     Grid Az
 CQ1203:SPC LA N     -  31B005 LADH 1966                         276 59 56.2
 CQ1203:UTM  15      -  31B005 LADH 1966                         276 43 48.3
 CQ1203
 CQ1203|---------------------------------------------------------------------|
 CQ1203| PID    Reference Object                     Distance      Geod. Az  |
 CQ1203|                                                           dddmmss.s |
 CQ1203| CQ2904 31B005 LADH 1966                    APPROX. 1.3 KM 2765937.5 |
 CQ1203|---------------------------------------------------------------------|
 CQ1203
 CQ1203                          SUPERSEDED SURVEY CONTROL
 CQ1203
 CQ1203  NAD 83(1986)-  32 32 18.50149(N)    092 30 35.28781(W) AD(       ) 2
 CQ1203  NAD 27      -  32 32 17.96660(N)    092 30 34.76567(W) AD(       ) 2
 CQ1203  NGVD 29 (??/??/??)   53.071  (m)          174.12   (f) ADJUSTED    2 0
 CQ1203
 CQ1203.Superseded values are not recommended for survey control.
 CQ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1203.See file dsdata.txt to determine how the superseded data were derived.
 CQ1203
 CQ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4602900229(NAD 83)
 CQ1203_MARKER: DD = SURVEY DISK
 CQ1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1203_SP_SET: ROADWAY
 CQ1203_STAMPING: 31B006
 CQ1203_MARK LOGO: LADH  
 CQ1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1203+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1987
 CQ1203
 CQ1203  HISTORY     - Date     Condition        Report By
 CQ1203  HISTORY     - 1966     MONUMENTED       LADH
 CQ1203  HISTORY     - 1968     GOOD             LADH
 CQ1203  HISTORY     - 1987     GOOD             USPSQD
 CQ1203  HISTORY     - 19870712 GOOD             LADTD
 CQ1203
 CQ1203                          STATION DESCRIPTION
 CQ1203
 CQ1203'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ1203'STATION IS SET IN THE NORTHWEST CORNER OF THE CHOUDRANT OVERPASS
 CQ1203'AND INTERCHANGE ON LA. HIGHWAY 145 OVER INTERSTATE 20, AND IS
 CQ1203'MARKED BY A STANDARD BRONZE DISK SET IN THE ROADWAY OF THE
 CQ1203'OVERPASS, IN THE ABUTMENT (2.88 FEET EAST OF THE WEST CURB).
 CQ1203'STATION IS 7.30 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN,
 CQ1203'10.70 FEET WEST OF CENTERLINE OF LA. HIGHWAY 145, AND IS STAMPED
 CQ1203'31B006.
 CQ1203'
 CQ1203'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN RUSTON,
 CQ1203'LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167) NORTH FOR
 CQ1203'0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE ON
 CQ1203'INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 7.41 MILES TO
 CQ1203'STATION SET IN OVERPASS.
 CQ1203'
 CQ1203'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ1203
 CQ1203                          STATION RECOVERY (1968)
 CQ1203
 CQ1203'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1968
 CQ1203'8.0 MI E FROM RUSTON.
 CQ1203'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1203'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1203'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY
 CQ1203'145 IN CHOUDRANT, THENCE NORTH ALONG STATE HIGHWAY 145 FOR 0.7 MILES
 CQ1203'TO THE MARK ON THE LEFT.  IT IS IN THE NORTH END OF THE INTERSTATE 20
 CQ1203'OVERPASS, 11 FEET WEST OF THE CENTERLINE, 0.3 FEET NORTH OF BRIDGE
 CQ1203'EXPANSION ROAD IRON, 3 FEET EAST OF BRIDGE END FLARE, AND 7.5 FEET
 CQ1203'SOUTHEAST OF A STEEL WITNESS POST.  IT IS A COAST AND GEODETIC SURVEY
 CQ1203'DISK STAMPED 31B006 AND DRILLED IN THE CONCRETE ROADWAY.
 CQ1203
 CQ1203                          STATION RECOVERY (1987)
 CQ1203
 CQ1203'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1203'RECOVERED IN GOOD CONDITION.
 CQ1203
 CQ1203                          STATION RECOVERY (1987)
 CQ1203
 CQ1203'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CQ1203'THE STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) EAST OF RUSTON, SET IN
 CQ1203'THE NORTHWEST CORNER OF AN OVERPASS, AT THE INTERCHANGE OF INTERSTATE
 CQ1203'HIGHWAY 20 AND STATE HIGHWAY 145 AT CHOUDRANT.  OWNERSHIP--LOUISIANA
 CQ1203'DEPARTMENT OF TRANSPORTATION AND DEVELPOMENT.
 CQ1203'THE STATION IS 3.3 M (10.8 FT) WEST FROM THE CENTER OF HIGHWAY 145,
 CQ1203'2.2 M (7.2 FT) SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED
 CQ1203'AND 0.9 M (3.0 FT) EAST FROM THE WEST CURB.  THE MARK IS FLUSH WITH
 CQ1203'THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0067 ***********************************************************************
 CQ0067  DESIGNATION -  31 C 006
 CQ0067  PID         -  CQ0067
 CQ0067  STATE/COUNTY-  LA/OUACHITA
 CQ0067  USGS QUAD   -  CALHOUN (1994)
 CQ0067
 CQ0067                         *CURRENT SURVEY CONTROL
 CQ0067  ___________________________________________________________________
 CQ0067* NAD 83(1992)-  32 31 09.39027(N)    092 19 45.57539(W)     ADJUSTED  
 CQ0067* NAVD 88     -        42.776  (meters)     140.34   (feet)  ADJUSTED  
 CQ0067  ___________________________________________________________________
 CQ0067  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CQ0067  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ0067  DYNAMIC HT  -          42.729 (meters)     140.19  (feet)  COMP
 CQ0067  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CQ0067
 CQ0067  HORZ ORDER  -  SECOND
 CQ0067  VERT ORDER  -  FIRST     CLASS I
 CQ0067
 CQ0067.The horizontal coordinates were established by classical geodetic methods
 CQ0067.and adjusted by the National Geodetic Survey in January 1993..
 CQ0067
 CQ0067.The orthometric height was determined by differential leveling
 CQ0067.and adjusted by the National Geodetic Survey in June 1991..
 CQ0067
 CQ0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0067
 CQ0067.The geoid height was determined by GEOID03.
 CQ0067
 CQ0067.The dynamic height is computed by dividing the NAVD 88
 CQ0067.geopotential number by the normal gravity value computed on the
 CQ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0067.degrees latitude (g = 980.6199 gals.).
 CQ0067
 CQ0067.The modeled gravity was interpolated from observed gravity values.
 CQ0067
 CQ0067;                    North         East     Units Scale Factor Converg.
 CQ0067;SPC LA N     -   223,904.484 1,016,035.429   MT  0.99996971   +0 05 24.8
 CQ0067;SPC LA N     -   734,593.29  3,333,442.90   sFT  0.99996971   +0 05 24.8
 CQ0067;UTM  15      - 3,598,193.975   562,989.682   MT  0.99964893   +0 21 38.0
 CQ0067
 CQ0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0067!SPC LA N     -   0.99999734  x   0.99996971  =   0.99996705
 CQ0067!UTM  15      -   0.99999734  x   0.99964893  =   0.99964627
 CQ0067
 CQ0067|---------------------------------------------------------------------|
 CQ0067| PID    Reference Object                     Distance      Geod. Az  |
 CQ0067|                                                           dddmmss.s |
 CQ0067| CQ2690 31C015 LADH 1966                    395.789 METERS 11314     |
 CQ0067| CQ2691 31C005                              APPROX. 3.3 KM 2751843.5 |
 CQ0067|---------------------------------------------------------------------|
 CQ0067
 CQ0067                          SUPERSEDED SURVEY CONTROL
 CQ0067
 CQ0067  NAD 83(1986)-  32 31 09.40367(N)    092 19 45.56713(W) AD(       ) 2
 CQ0067  NAD 27      -  32 31 08.87606(N)    092 19 45.06327(W) AD(       ) 2
 CQ0067  NGVD 29 (??/??/??)   42.831  (m)          140.52   (f) ADJUSTED    1 1
 CQ0067
 CQ0067.Superseded values are not recommended for survey control.
 CQ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0067.See file dsdata.txt to determine how the superseded data were derived.
 CQ0067
 CQ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6299098194(NAD 83)
 CQ0067_MARKER: DD = SURVEY DISK
 CQ0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0067_SP_SET: OVERPASS
 CQ0067_STAMPING: 31C006
 CQ0067_MARK LOGO: LADH  
 CQ0067_PROJECTION: FLUSH
 CQ0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0067
 CQ0067  HISTORY     - Date     Condition        Report By
 CQ0067  HISTORY     - 1966     MONUMENTED       LADH
 CQ0067  HISTORY     - 1969     GOOD             CGS
 CQ0067  HISTORY     - 1987     GOOD             LADTD
 CQ0067  HISTORY     - 19910515 GOOD             USPSQD
 CQ0067
 CQ0067                          STATION DESCRIPTION
 CQ0067
 CQ0067'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ0067'THIS STATION IS SET IN THE NORTHWEST CORNER OF THE U.S.
 CQ0067'HIGHWAY 80 AND INTERSTATE 20 OVERPASS AND INTERCHANGE 1.70
 CQ0067'MILES EAST OF CALHOUN, LOUISIANA, AND IS MARKED BY A STANDARD
 CQ0067'BRONZE DISK SET IN THE ROADWAY OF THE OVERPASS, IN THE ABUTMENT
 CQ0067'(2.68 FEET EAST OF THE WEST CURB).  STATION IS 6.10 FEET
 CQ0067'SOUTHEAST OF A METAL WITNESS POST AND SIGN, 11.40 FEET WEST OF
 CQ0067'CENTERLINE OF U.S. HIGHWAY 80 AND 10.20 FEET SOUTH OF SOUTH
 CQ0067'POST OF GUARD RAIL ON NORTHWEST CORNER OF OVERPASS.  STATION
 CQ0067'IS STAMPED 31C006.
 CQ0067'
 CQ0067'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE IN
 CQ0067'MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1 MILE
 CQ0067'TO THE ENTRANCE RAMP TO THE ELEVATED ROADWAY ON INTERSTATE
 CQ0067'20 THENCE WEST ALONG INTERSTATE 20 FOR 12.50 MILES TO THE STATION
 CQ0067'SET IN THE OVERPASS.
 CQ0067'
 CQ0067'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ0067'1.95 MI E FROM CALHOUN.
 CQ0067'ABOUT 1.95 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0067'CALHOUN, IN SECTION 25, T 18 N, R 1 E, 11 1/2 FEET NORTHWEST OF THE
 CQ0067'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 CQ0067'NORTHEAST CONCRETE ABUTMENT OF A U. S. HIGHWAY 80 OVERPASS FOR
 CQ0067'INTERSTATE HIGHWAY 20, 5.5 FEET SOUTH OF THE NORTH CORNER OF THE
 CQ0067'BRIDGE, 2.7 FEET SOUTHEAST OF THE CONCRETE BASE FOR THE NORTHWEST
 CQ0067'GUARDRAIL ON THE BRIDGE, 5.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 CQ0067'AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
 CQ0067
 CQ0067                          STATION RECOVERY (1969)
 CQ0067
 CQ0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0067'1.95 MI E FROM CALHOUN.
 CQ0067'ABOUT 1.95 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0067'CALHOUN, IN SECTION 25, T 18 N, R 1 E, 11 1/2 FEET NORTHWEST OF THE
 CQ0067'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 CQ0067'NORTHEAST CONCRETE ABUTMENT OF A U. S. HIGHWAY 80 OVERPASS FOR
 CQ0067'INTERSTATE HIGHWAY 20, 5.5 FEET SOUTH OF THE NORTH CORNER OF THE
 CQ0067'BRIDGE, 2.7 FEET SOUTHEAST OF THE CONCRETE BASE FOR THE NORTHWEST
 CQ0067'GUARDRAIL ON THE BRIDGE, 5.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 CQ0067'AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
 CQ0067
 CQ0067                          STATION RECOVERY (1987)
 CQ0067
 CQ0067'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ0067'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ0067
 CQ0067                          STATION RECOVERY (1991)
 CQ0067
 CQ0067'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1571 ***********************************************************************
 CP1571  DESIGNATION -  31 DIETZE BOLT
 CP1571  PID         -  CP1571
 CP1571  STATE/COUNTY-  LA/TENSAS
 CP1571  USGS QUAD   -  NEWELLTON (1994)
 CP1571
 CP1571                         *CURRENT SURVEY CONTROL
 CP1571  ___________________________________________________________________
 CP1571* NAD 83(1986)-  32 01 54.     (N)    091 09 23.     (W)     SCALED    
 CP1571* NAVD 88     -        23.44   (+/-2cm)      76.9    (feet)  VERTCON   
 CP1571  ___________________________________________________________________
 CP1571  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1571
 CP1571  VERT ORDER  -  ? (See Below)
 CP1571
 CP1571.The horizontal coordinates were scaled from a topographic map and have
 CP1571.an estimated accuracy of +/- 6 seconds.
 CP1571
 CP1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1571.The vertical order pertains to the NGVD 29 superseded value.
 CP1571
 CP1571.The geoid height was determined by GEOID03.
 CP1571
 CP1571;                    North         East    Units  Estimated Accuracy
 CP1571;SPC LA N     -   170,610.    1,126,910.      MT  (+/- 180 meters Scaled)
 CP1571
 CP1571                          SUPERSEDED SURVEY CONTROL
 CP1571
 CP1571  NGVD 29 (??/??/92)   23.462  (m)           76.97   (f) ADJ UNCH    ?  
 CP1571
 CP1571.Superseded values are not recommended for survey control.
 CP1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1571.See file dsdata.txt to determine how the superseded data were derived.
 CP1571
 CP1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR740454(NAD 83)
 CP1571_MARKER: B = BOLT
 CP1571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1571_SP_SET: CONCRETE BLOCK
 CP1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1571
 CP1571  HISTORY     - Date     Condition        Report By
 CP1571  HISTORY     - UNK      MONUMENTED       DOD
 CP1571  HISTORY     - 1934     GOOD             DOD
 CP1571
 CP1571                          STATION DESCRIPTION
 CP1571
 CP1571'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1571'3.25 MI NE FROM NEWELLTON.
 CP1571'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1571'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 CP1571'MISSISSIPPI RIVER IN TENSAS PARISH, LA.  ON COMO PLANTATION, (NOW
 CP1571'OWNED BY MR. LONG) ABOUT 1-1/4 MILES UPSTREAM FROM THE DOWNSTREAM
 CP1571'JUNCTION OF OLD AND NEW WHITE OAK LEVEES AND ABOUT 1/3 MILE DOWNSTREAM
 CP1571'FROM SHARP ANGLE TO RIGHT IN NEW LEVEE.  174 METERS LANDSIDE OF CENTER
 CP1571'LINE OF NEW LEVEE AT SECOND ANGLE UPSTREAM FROM JUNCTION OF LEVEES,
 CP1571'475 METERS DOWNSTREAM AND LANDSIDE OF RAMP CROSSING. ON RIDGE IN OPEN
 CP1571'CULTIVATED FIELD.  82.6 METERS DOWNSTREAM FROM N. AND S. FIELD ROAD
 CP1571'AND 88.4 METERS DOWNSTREAM FROM DITCH RUNNING S.W. FROM ABOVE
 CP1571'MENTIONED ANGLE.  TOP OF CAP 24 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1570 ***********************************************************************
 CP1570  DESIGNATION -  31 DIETZE CAP
 CP1570  PID         -  CP1570
 CP1570  STATE/COUNTY-  LA/TENSAS
 CP1570  USGS QUAD   -  NEWELLTON (1994)
 CP1570
 CP1570                         *CURRENT SURVEY CONTROL
 CP1570  ___________________________________________________________________
 CP1570* NAD 83(1986)-  32 01 54.     (N)    091 09 23.     (W)     SCALED    
 CP1570* NAVD 88     -        24.68   (+/-2cm)      81.0    (feet)  VERTCON   
 CP1570  ___________________________________________________________________
 CP1570  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1570
 CP1570  VERT ORDER  -  ? (See Below)
 CP1570
 CP1570.The horizontal coordinates were scaled from a topographic map and have
 CP1570.an estimated accuracy of +/- 6 seconds.
 CP1570
 CP1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1570.The vertical order pertains to the NGVD 29 superseded value.
 CP1570
 CP1570.The geoid height was determined by GEOID03.
 CP1570
 CP1570;                    North         East    Units  Estimated Accuracy
 CP1570;SPC LA N     -   170,610.    1,126,910.      MT  (+/- 180 meters Scaled)
 CP1570
 CP1570                          SUPERSEDED SURVEY CONTROL
 CP1570
 CP1570  NGVD 29 (??/??/92)   24.694  (m)           81.02   (f) ADJ UNCH    ?  
 CP1570
 CP1570.Superseded values are not recommended for survey control.
 CP1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1570.See file dsdata.txt to determine how the superseded data were derived.
 CP1570
 CP1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR740454(NAD 83)
 CP1570_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1570
 CP1570  HISTORY     - Date     Condition        Report By
 CP1570  HISTORY     - UNK      MONUMENTED       DOD
 CP1570  HISTORY     - 1934     GOOD             DOD
 CP1570
 CP1570                          STATION DESCRIPTION
 CP1570
 CP1570'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1570'3.25 MI NE FROM NEWELLTON.
 CP1570'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1570'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 CP1570'MISSISSIPPI RIVER IN TENSAS PARISH, LA.  ON COMO PLANTATION, (NOW
 CP1570'OWNED BY MR. LONG) ABOUT 1-1/4 MILES UPSTREAM FROM THE DOWNSTREAM
 CP1570'JUNCTION OF OLD AND NEW WHITE OAK LEVEES AND ABOUT 1/3 MILE DOWNSTREAM
 CP1570'FROM SHARP ANGLE TO RIGHT IN NEW LEVEE.  174 METERS LANDSIDE OF CENTER
 CP1570'LINE OF NEW LEVEE AT SECOND ANGLE UPSTREAM FROM JUNCTION OF LEVEES,
 CP1570'475 METERS DOWNSTREAM AND LANDSIDE OF RAMP CROSSING. ON RIDGE IN OPEN
 CP1570'CULTIVATED FIELD.  82.6 METERS DOWNSTREAM FROM N. AND S. FIELD ROAD
 CP1570'AND 88.4 METERS DOWNSTREAM FROM DITCH RUNNING S.W. FROM ABOVE
 CP1570'MENTIONED ANGLE.  TOP OF CAP 24 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0279 ***********************************************************************
 BJ0279  DESIGNATION -  31 EABPL
 BJ0279  PID         -  BJ0279
 BJ0279  STATE/COUNTY-  LA/IBERVILLE
 BJ0279  USGS QUAD   -  MARINGOUIN (1992)
 BJ0279
 BJ0279                         *CURRENT SURVEY CONTROL
 BJ0279  ___________________________________________________________________
 BJ0279* NAD 83(1986)-  30 24 29.     (N)    091 31 07.     (W)     SCALED    
 BJ0279* NAVD 88     -         4.758  (meters)      15.61   (feet)  ADJUSTED  
 BJ0279  ___________________________________________________________________
 BJ0279  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0279  DYNAMIC HT  -           4.751 (meters)      15.59  (feet)  COMP
 BJ0279  MODELED GRAV-     979,329.7   (mgal)                       NAVD 88
 BJ0279
 BJ0279  VERT ORDER  -  FIRST     CLASS I
 BJ0279
 BJ0279.The horizontal coordinates were scaled from a topographic map and have
 BJ0279.an estimated accuracy of +/- 6 seconds.
 BJ0279
 BJ0279.The orthometric height was determined by differential leveling
 BJ0279.and adjusted by the National Geodetic Survey in February 1994..
 BJ0279
 BJ0279.The geoid height was determined by GEOID03.
 BJ0279
 BJ0279.The dynamic height is computed by dividing the NAVD 88
 BJ0279.geopotential number by the normal gravity value computed on the
 BJ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0279.degrees latitude (g = 980.6199 gals.).
 BJ0279
 BJ0279.The modeled gravity was interpolated from observed gravity values.
 BJ0279
 BJ0279;                    North         East    Units  Estimated Accuracy
 BJ0279;SPC LA S     -   211,510.      982,200.      MT  (+/- 180 meters Scaled)
 BJ0279
 BJ0279                          SUPERSEDED SURVEY CONTROL
 BJ0279
 BJ0279  NGVD 29 (??/??/??)    4.774  (m)           15.66   (f) ADJUSTED    1 1
 BJ0279
 BJ0279.Superseded values are not recommended for survey control.
 BJ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0279.See file dsdata.txt to determine how the superseded data were derived.
 BJ0279
 BJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP422649(NAD 83)
 BJ0279_MARKER: DD = SURVEY DISK
 BJ0279_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0279_SP_SET: 109 FT IRON PIPE
 BJ0279_STAMPING: PBM 31 EABPL 1976 USE
 BJ0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0279
 BJ0279  HISTORY     - Date     Condition        Report By
 BJ0279  HISTORY     - 1976     MONUMENTED       USE
 BJ0279  HISTORY     - 1976     GOOD             NGS
 BJ0279
 BJ0279                          STATION DESCRIPTION
 BJ0279
 BJ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0279'0.9 MI NORTH FROM RAMAH.
 BJ0279'0.9 MILE NORTH ALONG A LEVEE ROAD THE WEST BOUND LANES
 BJ0279'CONCRETE OVERPASS OF INTERSTATE HIGHWAY 10, 0.65 MILES SOUTH OF
 BJ0279'A CATTLEGUARD, ON THE OUTSIDE OF A CURVE, 133 FT EAST OF THE CENTER
 BJ0279'LINE OF THE ROAD, A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH
 BJ0279'OF 109 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 74 FT
 BJ0279'WITH A SCREW CAP FOR ACCESS. THE SCREW CAP PROJECTS 22 INCHES ABOVE
 BJ0279'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1167 ***********************************************************************
 CQ1167  DESIGNATION -  31 V 1 LADH
 CQ1167  PID         -  CQ1167
 CQ1167  STATE/COUNTY-  LA/LINCOLN
 CQ1167  USGS QUAD   -  RUSTON EAST (1994)
 CQ1167
 CQ1167                         *CURRENT SURVEY CONTROL
 CQ1167  ___________________________________________________________________
 CQ1167* NAD 83(1986)-  32 32 03.     (N)    092 37 19.     (W)     SCALED    
 CQ1167* NAVD 88     -        88.322  (meters)     289.77   (feet)  ADJUSTED  
 CQ1167  ___________________________________________________________________
 CQ1167  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ1167  DYNAMIC HT  -          88.223 (meters)     289.44  (feet)  COMP
 CQ1167  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 CQ1167
 CQ1167  VERT ORDER  -  SECOND    CLASS 0
 CQ1167
 CQ1167.The horizontal coordinates were scaled from a topographic map and have
 CQ1167.an estimated accuracy of +/- 6 seconds.
 CQ1167
 CQ1167.The orthometric height was determined by differential leveling
 CQ1167.and adjusted by the National Geodetic Survey in June 1991..
 CQ1167
 CQ1167.The geoid height was determined by GEOID03.
 CQ1167
 CQ1167.The dynamic height is computed by dividing the NAVD 88
 CQ1167.geopotential number by the normal gravity value computed on the
 CQ1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1167.degrees latitude (g = 980.6199 gals.).
 CQ1167
 CQ1167.The modeled gravity was interpolated from observed gravity values.
 CQ1167
 CQ1167;                    North         East    Units  Estimated Accuracy
 CQ1167;SPC LA N     -   225,550.      988,550.      MT  (+/- 180 meters Scaled)
 CQ1167
 CQ1167                          SUPERSEDED SURVEY CONTROL
 CQ1167
 CQ1167  NGVD 29 (??/??/??)   88.392  (m)          290.00   (f) ADJUSTED    2 0
 CQ1167
 CQ1167.Superseded values are not recommended for survey control.
 CQ1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1167.See file dsdata.txt to determine how the superseded data were derived.
 CQ1167
 CQ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR355997(NAD 83)
 CQ1167_MARKER: DE = TRAVERSE STATION DISK
 CQ1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1167_SP_SET: BUILDING, STEP
 CQ1167_STAMPING: 31V1 1967
 CQ1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1167
 CQ1167  HISTORY     - Date     Condition        Report By
 CQ1167  HISTORY     - 1967     MONUMENTED       LADH
 CQ1167  HISTORY     - 20040131 GOOD             USPSQD
 CQ1167
 CQ1167                          STATION DESCRIPTION
 CQ1167
 CQ1167'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ1167'1.25 MI NE FROM RUSTON.
 CQ1167'LOCATED 0.3 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1167'COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR 0.8 MILE
 CQ1167'TO ITS JUNCTION WITH STATE HIGHWAY 33, TAKE THE LEFT FORK AND CONTINUE
 CQ1167'NORTHEAST ON THE STATE HIGHWAY 33 FOR 0.15 MILE TO THE MARK ON THE
 CQ1167'RIGHT.  IT IS 63 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 97 FEET
 CQ1167'NORTH OF THE CENTERLINE OF MARBURY DRIVE, 1 FOOT WEST OF THE EMANUEL
 CQ1167'BAPTIST CHURCH BUILDING IN THE NORTHEAST CORNER OF THE TOP STEP. IT IS
 CQ1167'A LDH AND C AND GS TRAVERSE DISK STAMPED 31V1 1967, SET IN THE WEST
 CQ1167'STEP OF EMMANUEL CHURCH BUILDING.
 CQ1167
 CQ1167                          STATION RECOVERY (2004)
 CQ1167
 CQ1167'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CQ1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0296 ***********************************************************************
 CQ0296  DESIGNATION -  31 V 10 LADH
 CQ0296  PID         -  CQ0296
 CQ0296  STATE/COUNTY-  LA/LINCOLN
 CQ0296  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0296
 CQ0296                         *CURRENT SURVEY CONTROL
 CQ0296  ___________________________________________________________________
 CQ0296* NAD 83(1986)-  32 40 03.     (N)    092 28 53.     (W)     SCALED    
 CQ0296* NAVD 88     -        39.362  (meters)     129.14   (feet)  ADJUSTED  
 CQ0296  ___________________________________________________________________
 CQ0296  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0296  DYNAMIC HT  -          39.319 (meters)     129.00  (feet)  COMP
 CQ0296  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 CQ0296
 CQ0296  VERT ORDER  -  SECOND    CLASS 0
 CQ0296
 CQ0296.The horizontal coordinates were scaled from a topographic map and have
 CQ0296.an estimated accuracy of +/- 6 seconds.
 CQ0296
 CQ0296.The orthometric height was determined by differential leveling
 CQ0296.and adjusted by the National Geodetic Survey in June 1991..
 CQ0296
 CQ0296.The geoid height was determined by GEOID03.
 CQ0296
 CQ0296.The dynamic height is computed by dividing the NAVD 88
 CQ0296.geopotential number by the normal gravity value computed on the
 CQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0296.degrees latitude (g = 980.6199 gals.).
 CQ0296
 CQ0296.The modeled gravity was interpolated from observed gravity values.
 CQ0296
 CQ0296;                    North         East    Units  Estimated Accuracy
 CQ0296;SPC LA N     -   240,330.    1,001,750.      MT  (+/- 180 meters Scaled)
 CQ0296
 CQ0296                          SUPERSEDED SURVEY CONTROL
 CQ0296
 CQ0296  NGVD 29 (??/??/??)   39.442  (m)          129.40   (f) ADJUSTED    2 0
 CQ0296
 CQ0296.Superseded values are not recommended for survey control.
 CQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0296.See file dsdata.txt to determine how the superseded data were derived.
 CQ0296
 CQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS486145(NAD 83)
 CQ0296_MARKER: DE = TRAVERSE STATION DISK
 CQ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0296_STAMPING: 31V10 1967
 CQ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0296+STABILITY: SURFACE MOTION
 CQ0296
 CQ0296  HISTORY     - Date     Condition        Report By
 CQ0296  HISTORY     - 1967     MONUMENTED       LADH
 CQ0296  HISTORY     - 1967     GOOD             LADH
 CQ0296
 CQ0296                          STATION DESCRIPTION
 CQ0296
 CQ0296'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ0296'14.5 MI NE FROM RUSTON.
 CQ0296'LOCATED 0.3 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ0296'COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR 0.8 MILE
 CQ0296'TO ITS JUNCTION WITH STATE HIGHWAY 33, TAKE LEFT FORK AND CONTINUE
 CQ0296'NORTHEAST ON STATE HIGHWAY 33 FOR 13.4 MILES TO THE MARK ON THE RIGHT.
 CQ0296'IT IS 86 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 94 FEET
 CQ0296'SOUTH OF THE SOUTHEAST END OF A BOX CULVERT, 19.5 FEET NORTH OF A
 CQ0296'BLACK GUM TREE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS A
 CQ0296'LDH AND C AND GS TRAVERSE DISK STAMPED 31V10 1967, SET IN THE TOP OF A
 CQ0296'CONCRETE POST PROJECTING 3 INCHES.  THE MARK IS 0.9 MILE SOUTH OF BM
 CQ0296'2070(LGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0965 ***********************************************************************
 CQ0965  DESIGNATION -  31 V 11 LADH
 CQ0965  PID         -  CQ0965
 CQ0965  STATE/COUNTY-  LA/LINCOLN
 CQ0965  USGS QUAD   -  RUSTON EAST (1994)
 CQ0965
 CQ0965                         *CURRENT SURVEY CONTROL
 CQ0965  ___________________________________________________________________
 CQ0965* NAD 83(1986)-  32 32 06.     (N)    092 35 06.     (W)     SCALED    
 CQ0965* NAVD 88     -        59.916  (meters)     196.57   (feet)  ADJUSTED  
 CQ0965  ___________________________________________________________________
 CQ0965  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0965  DYNAMIC HT  -          59.848 (meters)     196.35  (feet)  COMP
 CQ0965  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 CQ0965
 CQ0965  VERT ORDER  -  FIRST     CLASS I
 CQ0965
 CQ0965.The horizontal coordinates were scaled from a topographic map and have
 CQ0965.an estimated accuracy of +/- 6 seconds.
 CQ0965
 CQ0965.The orthometric height was determined by differential leveling
 CQ0965.and adjusted by the National Geodetic Survey in June 1991..
 CQ0965
 CQ0965.The geoid height was determined by GEOID03.
 CQ0965
 CQ0965.The dynamic height is computed by dividing the NAVD 88
 CQ0965.geopotential number by the normal gravity value computed on the
 CQ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0965.degrees latitude (g = 980.6199 gals.).
 CQ0965
 CQ0965.The modeled gravity was interpolated from observed gravity values.
 CQ0965
 CQ0965;                    North         East    Units  Estimated Accuracy
 CQ0965;SPC LA N     -   225,640.      992,020.      MT  (+/- 180 meters Scaled)
 CQ0965
 CQ0965                          SUPERSEDED SURVEY CONTROL
 CQ0965
 CQ0965  NGVD 29 (??/??/??)   59.982  (m)          196.79   (f) ADJUSTED    1 1
 CQ0965
 CQ0965.Superseded values are not recommended for survey control.
 CQ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0965.See file dsdata.txt to determine how the superseded data were derived.
 CQ0965
 CQ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR389998(NAD 83)
 CQ0965_MARKER: DE = TRAVERSE STATION DISK
 CQ0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0965_STAMPING: 31V11 1967
 CQ0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0965+STABILITY: SURFACE MOTION
 CQ0965
 CQ0965  HISTORY     - Date     Condition        Report By
 CQ0965  HISTORY     - 1967     MONUMENTED       LADH
 CQ0965  HISTORY     - 1969     GOOD             CGS
 CQ0965  HISTORY     - 1980     GOOD             LADTD
 CQ0965  HISTORY     - 20040131 GOOD             USPSQD
 CQ0965
 CQ0965                          STATION DESCRIPTION
 CQ0965
 CQ0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0965'3.5 MI E FROM RUSTON.
 CQ0965'ABOUT 0.3 MILE NORTH ALONG VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND
 CQ0965'167 FROM THE COURTHOUSE AT RUSTON, THENCE 3.2 MILES EAST ALONG U.S.
 CQ0965'HIGHWAY 80, OR ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE
 CQ0965'HIGH SCHOOL AT CHOUDRANT, 41 FEET NORTH OF THE CENTER LINE OF THE
 CQ0965'HIGHWAY, 234 FEET EAST OF A 5- X 3-FOOT CONCRETE BOX CULVERT, 124 FEET
 CQ0965'WEST OF THE NORTH END OF A 30-INCH CONCRETE PIPE CULVERT, 1.5 FEET
 CQ0965'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 CQ0965'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE
 CQ0965'OF THE GROUND.  SEC. 21, T 18 N, R 2W.
 CQ0965
 CQ0965                          STATION RECOVERY (1980)
 CQ0965
 CQ0965'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0965'RECOVERED IN GOOD CONDITION.
 CQ0965
 CQ0965                          STATION RECOVERY (2004)
 CQ0965
 CQ0965'RECOVERY NOTE BY US POWER SQUADRON 2004 (TS)
 CQ0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0962 ***********************************************************************
 CQ0962  DESIGNATION -  31 V 12 LADH
 CQ0962  PID         -  CQ0962
 CQ0962  STATE/COUNTY-  LA/LINCOLN
 CQ0962  USGS QUAD   -  RUSTON EAST (1994)
 CQ0962
 CQ0962                         *CURRENT SURVEY CONTROL
 CQ0962  ___________________________________________________________________
 CQ0962* NAD 83(1986)-  32 32 04.     (N)    092 32 56.     (W)     SCALED    
 CQ0962* NAVD 88     -        58.363  (meters)     191.48   (feet)  ADJUSTED  
 CQ0962  ___________________________________________________________________
 CQ0962  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0962  DYNAMIC HT  -          58.297 (meters)     191.26  (feet)  COMP
 CQ0962  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CQ0962
 CQ0962  VERT ORDER  -  FIRST     CLASS I
 CQ0962
 CQ0962.The horizontal coordinates were scaled from a topographic map and have
 CQ0962.an estimated accuracy of +/- 6 seconds.
 CQ0962
 CQ0962.The orthometric height was determined by differential leveling
 CQ0962.and adjusted by the National Geodetic Survey in June 1991..
 CQ0962
 CQ0962.The geoid height was determined by GEOID03.
 CQ0962
 CQ0962.The dynamic height is computed by dividing the NAVD 88
 CQ0962.geopotential number by the normal gravity value computed on the
 CQ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0962.degrees latitude (g = 980.6199 gals.).
 CQ0962
 CQ0962.The modeled gravity was interpolated from observed gravity values.
 CQ0962
 CQ0962;                    North         East    Units  Estimated Accuracy
 CQ0962;SPC LA N     -   225,580.      995,410.      MT  (+/- 180 meters Scaled)
 CQ0962
 CQ0962                          SUPERSEDED SURVEY CONTROL
 CQ0962
 CQ0962  NGVD 29 (??/??/??)   58.427  (m)          191.69   (f) ADJUSTED    1 1
 CQ0962
 CQ0962.Superseded values are not recommended for survey control.
 CQ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0962.See file dsdata.txt to determine how the superseded data were derived.
 CQ0962
 CQ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR423997(NAD 83)
 CQ0962_MARKER: DE = TRAVERSE STATION DISK
 CQ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0962_STAMPING: 31V12 1968
 CQ0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0962+STABILITY: SURFACE MOTION
 CQ0962
 CQ0962  HISTORY     - Date     Condition        Report By
 CQ0962  HISTORY     - 1968     MONUMENTED       LADH
 CQ0962  HISTORY     - 1969     GOOD             CGS
 CQ0962  HISTORY     - 1980     GOOD             LADTD
 CQ0962  HISTORY     - 1987     GOOD             USPSQD
 CQ0962
 CQ0962                          STATION DESCRIPTION
 CQ0962
 CQ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0962'1.85 MI W FROM CHOUDRANT.
 CQ0962'ABOUT 1.85 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0962'CHOUDRANT, 66 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 153 FEET
 CQ0962'NORTH OF THE NORTHEAST CORNER OF A HOUSE, 37 FEET SOUTHEAST AND ACROSS
 CQ0962'A PRIVATE DRIVEWAY FROM A POWER POLE WHICH BEARS A TRANSFORMER, 7 FEET
 CQ0962'EAST OF THE CENTER LINE OF THE DRIVEWAY, 1.5 FEET SOUTH OF A METAL
 CQ0962'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CQ0962'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 CQ0962'SEC 23, T 18N, R 2W.
 CQ0962
 CQ0962                          STATION RECOVERY (1980)
 CQ0962
 CQ0962'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0962'RECOVERED IN GOOD CONDITION.
 CQ0962
 CQ0962                          STATION RECOVERY (1987)
 CQ0962
 CQ0962'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0231 ***********************************************************************
 CQ0231  DESIGNATION -  31 V 13 LADH
 CQ0231  PID         -  CQ0231
 CQ0231  STATE/COUNTY-  LA/LINCOLN
 CQ0231  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0231
 CQ0231                         *CURRENT SURVEY CONTROL
 CQ0231  ___________________________________________________________________
 CQ0231* NAD 83(1986)-  32 33 06.     (N)    092 29 50.     (W)     SCALED    
 CQ0231* NAVD 88     -        74.701  (meters)     245.08   (feet)  ADJUSTED  
 CQ0231  ___________________________________________________________________
 CQ0231  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0231  DYNAMIC HT  -          74.617 (meters)     244.81  (feet)  COMP
 CQ0231  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CQ0231
 CQ0231  VERT ORDER  -  SECOND    CLASS 0
 CQ0231
 CQ0231.The horizontal coordinates were scaled from a topographic map and have
 CQ0231.an estimated accuracy of +/- 6 seconds.
 CQ0231
 CQ0231.The orthometric height was determined by differential leveling
 CQ0231.and adjusted by the National Geodetic Survey in June 1991..
 CQ0231
 CQ0231.The geoid height was determined by GEOID03.
 CQ0231
 CQ0231.The dynamic height is computed by dividing the NAVD 88
 CQ0231.geopotential number by the normal gravity value computed on the
 CQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0231.degrees latitude (g = 980.6199 gals.).
 CQ0231
 CQ0231.The modeled gravity was interpolated from observed gravity values.
 CQ0231
 CQ0231;                    North         East    Units  Estimated Accuracy
 CQ0231;SPC LA N     -   227,480.    1,000,260.      MT  (+/- 180 meters Scaled)
 CQ0231
 CQ0231                          SUPERSEDED SURVEY CONTROL
 CQ0231
 CQ0231  NGVD 29 (??/??/??)   74.772  (m)          245.31   (f) ADJUSTED    2 0
 CQ0231
 CQ0231.Superseded values are not recommended for survey control.
 CQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0231.See file dsdata.txt to determine how the superseded data were derived.
 CQ0231
 CQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS472016(NAD 83)
 CQ0231_MARKER: DE = TRAVERSE STATION DISK
 CQ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0231_STAMPING: 31V13 1968
 CQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0231+STABILITY: SURFACE MOTION
 CQ0231
 CQ0231  HISTORY     - Date     Condition        Report By
 CQ0231  HISTORY     - 1968     MONUMENTED       LADH
 CQ0231  HISTORY     - 1968     GOOD             LADH
 CQ0231  HISTORY     - 1983     GOOD             LADTD
 CQ0231  HISTORY     - 1987     GOOD             USPSQD
 CQ0231  HISTORY     - 1990     GOOD             USPSQD
 CQ0231  HISTORY     - 19970211 GOOD             USPSQD
 CQ0231
 CQ0231                          STATION DESCRIPTION
 CQ0231
 CQ0231'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0231'9.0 MI NE FROM RUSTON.
 CQ0231'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0231'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0231'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 AND STATE 145 IN
 CQ0231'CHOUDRANT, THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 1.7 MILES TO
 CQ0231'THE MARK ON THE LEFT.  IT IS 0.1 MILES SOUTHWEST OF THE INTERSECTION
 CQ0231'OF STATE HIGHWAY 145 AND LINCOLN PARISH ROAD NO. 45, 37 FEET WEST OF
 CQ0231'THE CENTERLINE OF THE HIGHWAY, 99 FEET WEST OF A SOUTHWEST HOUSE
 CQ0231'CORNER, 1 FOOT EAST OF A RIGHT-OF-WAY FENCE AT HAMMONS PROPERTY, AND 1
 CQ0231'1/2 FEET WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS
 CQ0231'TRAVERSE DISK STAMPED 31V13 1968, SET IN THE TOP OF A CONCRETE POST
 CQ0231'PROJECTING 4-INCHES.
 CQ0231
 CQ0231                          STATION RECOVERY (1983)
 CQ0231
 CQ0231'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0231'RECOVERED IN GOOD CONDITION.
 CQ0231
 CQ0231                          STATION RECOVERY (1987)
 CQ0231
 CQ0231'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0231'RECOVERED IN GOOD CONDITION.
 CQ0231
 CQ0231                          STATION RECOVERY (1990)
 CQ0231
 CQ0231'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0231'RECOVERED IN GOOD CONDITION.
 CQ0231
 CQ0231                          STATION RECOVERY (1997)
 CQ0231
 CQ0231'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0232 ***********************************************************************
 CQ0232  DESIGNATION -  31 V 14 LADH
 CQ0232  PID         -  CQ0232
 CQ0232  STATE/COUNTY-  LA/LINCOLN
 CQ0232  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0232
 CQ0232                         *CURRENT SURVEY CONTROL
 CQ0232  ___________________________________________________________________
 CQ0232* NAD 83(1986)-  32 33 45.     (N)    092 29 11.     (W)     SCALED    
 CQ0232* NAVD 88     -        57.335  (meters)     188.11   (feet)  ADJUSTED  
 CQ0232  ___________________________________________________________________
 CQ0232  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0232  DYNAMIC HT  -          57.271 (meters)     187.90  (feet)  COMP
 CQ0232  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 CQ0232
 CQ0232  VERT ORDER  -  SECOND    CLASS 0
 CQ0232
 CQ0232.The horizontal coordinates were scaled from a topographic map and have
 CQ0232.an estimated accuracy of +/- 6 seconds.
 CQ0232
 CQ0232.The orthometric height was determined by differential leveling
 CQ0232.and adjusted by the National Geodetic Survey in June 1991..
 CQ0232
 CQ0232.The geoid height was determined by GEOID03.
 CQ0232
 CQ0232.The dynamic height is computed by dividing the NAVD 88
 CQ0232.geopotential number by the normal gravity value computed on the
 CQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0232.degrees latitude (g = 980.6199 gals.).
 CQ0232
 CQ0232.The modeled gravity was interpolated from observed gravity values.
 CQ0232
 CQ0232;                    North         East    Units  Estimated Accuracy
 CQ0232;SPC LA N     -   228,690.    1,001,280.      MT  (+/- 180 meters Scaled)
 CQ0232
 CQ0232                          SUPERSEDED SURVEY CONTROL
 CQ0232
 CQ0232  NGVD 29 (??/??/??)   57.408  (m)          188.35   (f) ADJUSTED    2 0
 CQ0232
 CQ0232.Superseded values are not recommended for survey control.
 CQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0232.See file dsdata.txt to determine how the superseded data were derived.
 CQ0232
 CQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS482029(NAD 83)
 CQ0232_MARKER: DE = TRAVERSE STATION DISK
 CQ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0232_STAMPING: 31V14 1968
 CQ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0232+STABILITY: SURFACE MOTION
 CQ0232
 CQ0232  HISTORY     - Date     Condition        Report By
 CQ0232  HISTORY     - 1968     MONUMENTED       LADH
 CQ0232  HISTORY     - 1968     GOOD             LADH
 CQ0232  HISTORY     - 1983     GOOD             LADTD
 CQ0232  HISTORY     - 1987     GOOD             USPSQD
 CQ0232  HISTORY     - 1990     GOOD             USPSQD
 CQ0232  HISTORY     - 19970211 GOOD             USPSQD
 CQ0232
 CQ0232                          STATION DESCRIPTION
 CQ0232
 CQ0232'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0232'10.0 MI NE FROM RUSTON.
 CQ0232'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0232'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0232'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY
 CQ0232'145 IN CHOUDRANT, THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 2.7
 CQ0232'MILES TO THE MARK ON THE RIGHT.  IT IS 1.6 MILES SOUTHWEST OF SIBLEY,
 CQ0232'0.1 MILE SOUTHWEST OF A PARISH ROAD CROSSING, 45 FEET SOUTHEAST OF THE
 CQ0232'CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 CQ0232'ON ONEAL PROPERTY, 132 FEET WEST OF SHANTYS BRICK CHIMNEY, AND
 CQ0232'2 FEET EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS
 CQ0232'TRAVERSE DISK STAMPED 31V14 1968, SET IN THE TOP OF A CONCRETE POST
 CQ0232'PROJECTING 4-INCHES.
 CQ0232
 CQ0232                          STATION RECOVERY (1983)
 CQ0232
 CQ0232'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0232'RECOVERED IN GOOD CONDITION.
 CQ0232
 CQ0232                          STATION RECOVERY (1987)
 CQ0232
 CQ0232'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0232'RECOVERED IN GOOD CONDITION.
 CQ0232
 CQ0232                          STATION RECOVERY (1990)
 CQ0232
 CQ0232'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0232'RECOVERED IN GOOD CONDITION.
 CQ0232
 CQ0232                          STATION RECOVERY (1997)
 CQ0232
 CQ0232'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0233 ***********************************************************************
 CQ0233  DESIGNATION -  31 V 15 LADH
 CQ0233  PID         -  CQ0233
 CQ0233  STATE/COUNTY-  LA/LINCOLN
 CQ0233  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0233
 CQ0233                         *CURRENT SURVEY CONTROL
 CQ0233  ___________________________________________________________________
 CQ0233* NAD 83(1986)-  32 34 20.     (N)    092 28 25.     (W)     SCALED    
 CQ0233* NAVD 88     -        66.486  (meters)     218.13   (feet)  ADJUSTED  
 CQ0233  ___________________________________________________________________
 CQ0233  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ0233  DYNAMIC HT  -          66.412 (meters)     217.89  (feet)  COMP
 CQ0233  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 CQ0233
 CQ0233  VERT ORDER  -  SECOND    CLASS 0
 CQ0233
 CQ0233.The horizontal coordinates were scaled from a topographic map and have
 CQ0233.an estimated accuracy of +/- 6 seconds.
 CQ0233
 CQ0233.The orthometric height was determined by differential leveling
 CQ0233.and adjusted by the National Geodetic Survey in June 1991..
 CQ0233
 CQ0233.The geoid height was determined by GEOID03.
 CQ0233
 CQ0233.The dynamic height is computed by dividing the NAVD 88
 CQ0233.geopotential number by the normal gravity value computed on the
 CQ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0233.degrees latitude (g = 980.6199 gals.).
 CQ0233
 CQ0233.The modeled gravity was interpolated from observed gravity values.
 CQ0233
 CQ0233;                    North         East    Units  Estimated Accuracy
 CQ0233;SPC LA N     -   229,760.    1,002,480.      MT  (+/- 180 meters Scaled)
 CQ0233
 CQ0233                          SUPERSEDED SURVEY CONTROL
 CQ0233
 CQ0233  NGVD 29 (??/??/??)   66.559  (m)          218.37   (f) ADJUSTED    2 0
 CQ0233
 CQ0233.Superseded values are not recommended for survey control.
 CQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0233.See file dsdata.txt to determine how the superseded data were derived.
 CQ0233
 CQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS494039(NAD 83)
 CQ0233_MARKER: DE = TRAVERSE STATION DISK
 CQ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0233_STAMPING: 31V15 1968
 CQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0233+STABILITY: SURFACE MOTION
 CQ0233
 CQ0233  HISTORY     - Date     Condition        Report By
 CQ0233  HISTORY     - 1968     MONUMENTED       LADH
 CQ0233  HISTORY     - 1968     GOOD             LADH
 CQ0233  HISTORY     - 1983     GOOD             LADTD
 CQ0233  HISTORY     - 1987     GOOD             USPSQD
 CQ0233  HISTORY     - 1990     GOOD             USPSQD
 CQ0233  HISTORY     - 19970211 GOOD             USPSQD
 CQ0233
 CQ0233                          STATION DESCRIPTION
 CQ0233
 CQ0233'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0233'11.0 MI NE FROM RUSTON.
 CQ0233'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0233'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0233'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY
 CQ0233'145 IN CHOUDRANT, THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 3.7
 CQ0233'MILES TO THE MARK ON THE LEFT.  IT IS 0.6 MILES SOUTHWEST OF SIBLEY,
 CQ0233'48 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHEAST
 CQ0233'OF THE RIGHT-OF-WAY FENCE, 93 FEET NORTHWEST OF A TELEPHONE POLE, AND
 CQ0233'1 1/2 FEET WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS
 CQ0233'TRAVERSE DISK STAMPED 31V15 1968 AND IS SET IN THE TOP OF A CONCRETE
 CQ0233'POST PROJECTING 4-INCHES.
 CQ0233
 CQ0233                          STATION RECOVERY (1983)
 CQ0233
 CQ0233'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0233'RECOVERED IN GOOD CONDITION.
 CQ0233
 CQ0233                          STATION RECOVERY (1987)
 CQ0233
 CQ0233'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0233'RECOVERED IN GOOD CONDITION.
 CQ0233
 CQ0233                          STATION RECOVERY (1990)
 CQ0233
 CQ0233'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0233'RECOVERED IN GOOD CONDITION.
 CQ0233
 CQ0233                          STATION RECOVERY (1997)
 CQ0233
 CQ0233'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0234 ***********************************************************************
 CQ0234  DESIGNATION -  31 V 16 LADH
 CQ0234  PID         -  CQ0234
 CQ0234  STATE/COUNTY-  LA/LINCOLN
 CQ0234  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0234
 CQ0234                         *CURRENT SURVEY CONTROL
 CQ0234  ___________________________________________________________________
 CQ0234* NAD 83(1986)-  32 34 38.     (N)    092 28 00.     (W)     SCALED    
 CQ0234* NAVD 88     -        67.818  (meters)     222.50   (feet)  ADJUSTED  
 CQ0234  ___________________________________________________________________
 CQ0234  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0234  DYNAMIC HT  -          67.742 (meters)     222.25  (feet)  COMP
 CQ0234  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CQ0234
 CQ0234  VERT ORDER  -  SECOND    CLASS 0
 CQ0234
 CQ0234.The horizontal coordinates were scaled from a topographic map and have
 CQ0234.an estimated accuracy of +/- 6 seconds.
 CQ0234
 CQ0234.The orthometric height was determined by differential leveling
 CQ0234.and adjusted by the National Geodetic Survey in June 1991..
 CQ0234
 CQ0234.The geoid height was determined by GEOID03.
 CQ0234
 CQ0234.The dynamic height is computed by dividing the NAVD 88
 CQ0234.geopotential number by the normal gravity value computed on the
 CQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0234.degrees latitude (g = 980.6199 gals.).
 CQ0234
 CQ0234.The modeled gravity was interpolated from observed gravity values.
 CQ0234
 CQ0234;                    North         East    Units  Estimated Accuracy
 CQ0234;SPC LA N     -   230,320.    1,003,130.      MT  (+/- 180 meters Scaled)
 CQ0234
 CQ0234                          SUPERSEDED SURVEY CONTROL
 CQ0234
 CQ0234  NGVD 29 (??/??/??)   67.892  (m)          222.74   (f) ADJUSTED    2 0
 CQ0234
 CQ0234.Superseded values are not recommended for survey control.
 CQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0234.See file dsdata.txt to determine how the superseded data were derived.
 CQ0234
 CQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS500045(NAD 83)
 CQ0234_MARKER: DE = TRAVERSE STATION DISK
 CQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0234_STAMPING: 31V16 1968
 CQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0234+STABILITY: SURFACE MOTION
 CQ0234
 CQ0234  HISTORY     - Date     Condition        Report By
 CQ0234  HISTORY     - 1968     MONUMENTED       LADH
 CQ0234  HISTORY     - 1968     GOOD             LADH
 CQ0234  HISTORY     - 1983     GOOD             LADTD
 CQ0234  HISTORY     - 1987     GOOD             USPSQD
 CQ0234  HISTORY     - 1990     GOOD             USPSQD
 CQ0234  HISTORY     - 19970211 GOOD             USPSQD
 CQ0234
 CQ0234                          STATION DESCRIPTION
 CQ0234
 CQ0234'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0234'11.6 MI NE FROM RUSTON.
 CQ0234'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0234'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0234'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY
 CQ0234'145 IN CHOUDRANT, THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 4.3
 CQ0234'MILES TO THE MARK ON THE RIGHT.  IT IS 0.1 MILE NORTHEAST OF THE
 CQ0234'INTERSECTION OF STATE HIGHWAY 145 AND STATE HIGHWAY 821 IN SIBLEY, 71
 CQ0234'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 240 FEET NORTHWEST OF
 CQ0234'THE NORTHWEST CORNER OF THE ALABAMA PRESBYTERIAN CHURCH, 2 1/2 FEET
 CQ0234'SOUTHEAST OF THE SOUTHWEST CORNER OF THE CEMETERY CHAINLINK FENCE, AND
 CQ0234'1 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND
 CQ0234'GS TRAVERSE DISK IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 CQ0234
 CQ0234                          STATION RECOVERY (1983)
 CQ0234
 CQ0234'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0234'RECOVERED IN GOOD CONDITION.
 CQ0234
 CQ0234                          STATION RECOVERY (1987)
 CQ0234
 CQ0234'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0234'RECOVERED IN GOOD CONDITION.
 CQ0234
 CQ0234                          STATION RECOVERY (1990)
 CQ0234
 CQ0234'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0234'RECOVERED IN GOOD CONDITION.
 CQ0234
 CQ0234                          STATION RECOVERY (1997)
 CQ0234
 CQ0234'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0235 ***********************************************************************
 CQ0235  DESIGNATION -  31 V 17 LADH
 CQ0235  PID         -  CQ0235
 CQ0235  STATE/COUNTY-  LA/LINCOLN
 CQ0235  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0235
 CQ0235                         *CURRENT SURVEY CONTROL
 CQ0235  ___________________________________________________________________
 CQ0235* NAD 83(1986)-  32 35 11.     (N)    092 27 48.     (W)     SCALED    
 CQ0235* NAVD 88     -        58.492  (meters)     191.90   (feet)  ADJUSTED  
 CQ0235  ___________________________________________________________________
 CQ0235  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ0235  DYNAMIC HT  -          58.427 (meters)     191.69  (feet)  COMP
 CQ0235  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 CQ0235
 CQ0235  VERT ORDER  -  SECOND    CLASS 0
 CQ0235
 CQ0235.The horizontal coordinates were scaled from a topographic map and have
 CQ0235.an estimated accuracy of +/- 6 seconds.
 CQ0235
 CQ0235.The orthometric height was determined by differential leveling
 CQ0235.and adjusted by the National Geodetic Survey in June 1991..
 CQ0235
 CQ0235.The geoid height was determined by GEOID03.
 CQ0235
 CQ0235.The dynamic height is computed by dividing the NAVD 88
 CQ0235.geopotential number by the normal gravity value computed on the
 CQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0235.degrees latitude (g = 980.6199 gals.).
 CQ0235
 CQ0235.The modeled gravity was interpolated from observed gravity values.
 CQ0235
 CQ0235;                    North         East    Units  Estimated Accuracy
 CQ0235;SPC LA N     -   231,340.    1,003,440.      MT  (+/- 180 meters Scaled)
 CQ0235
 CQ0235                          SUPERSEDED SURVEY CONTROL
 CQ0235
 CQ0235  NGVD 29 (??/??/??)   58.567  (m)          192.15   (f) ADJUSTED    2 0
 CQ0235
 CQ0235.Superseded values are not recommended for survey control.
 CQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0235.See file dsdata.txt to determine how the superseded data were derived.
 CQ0235
 CQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS503055(NAD 83)
 CQ0235_MARKER: DE = TRAVERSE STATION DISK
 CQ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0235_STAMPING: 31V17 1968
 CQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0235+STABILITY: SURFACE MOTION
 CQ0235
 CQ0235  HISTORY     - Date     Condition        Report By
 CQ0235  HISTORY     - 1968     MONUMENTED       LADH
 CQ0235  HISTORY     - 1968     GOOD             LADH
 CQ0235  HISTORY     - 1983     GOOD             LADTD
 CQ0235  HISTORY     - 1987     GOOD             USPSQD
 CQ0235  HISTORY     - 1990     GOOD             USPSQD
 CQ0235  HISTORY     - 19970211 GOOD             USPSQD
 CQ0235
 CQ0235                          STATION DESCRIPTION
 CQ0235
 CQ0235'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0235'12.2 MI NE FROM RUSTON.
 CQ0235'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0235'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0235'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 FOR 7.0 MILES TO THE
 CQ0235'INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY 145 IN CHOUDRANT,
 CQ0235'THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 4.9 MILES TO THE MARK ON
 CQ0235'THE LEFT.  IT IS 66 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 CQ0235'SOUTH OF A PASTURE FENCE, 77 FEET WEST OF THE JUNCTION OF THE W. E.
 CQ0235'PRESNELL DRIVEWAY, AND 1 1/2 FEET SOUTHWEST OF A STEEL WITNESS POST.
 CQ0235'IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 31V17 1968 AND SET IN
 CQ0235'THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0235
 CQ0235                          STATION RECOVERY (1983)
 CQ0235
 CQ0235'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0235'RECOVERED IN GOOD CONDITION.
 CQ0235
 CQ0235                          STATION RECOVERY (1987)
 CQ0235
 CQ0235'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0235'RECOVERED IN GOOD CONDITION.
 CQ0235
 CQ0235                          STATION RECOVERY (1990)
 CQ0235
 CQ0235'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0235'RECOVERED IN GOOD CONDITION.
 CQ0235
 CQ0235                          STATION RECOVERY (1997)
 CQ0235
 CQ0235'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0237 ***********************************************************************
 CQ0237  DESIGNATION -  31 V 18 LADH
 CQ0237  PID         -  CQ0237
 CQ0237  STATE/COUNTY-  LA/LINCOLN
 CQ0237  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0237
 CQ0237                         *CURRENT SURVEY CONTROL
 CQ0237  ___________________________________________________________________
 CQ0237* NAD 83(1986)-  32 36 06.     (N)    092 26 51.     (W)     SCALED    
 CQ0237* NAVD 88     -        75.130  (meters)     246.49   (feet)  ADJUSTED  
 CQ0237  ___________________________________________________________________
 CQ0237  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ0237  DYNAMIC HT  -          75.047 (meters)     246.22  (feet)  COMP
 CQ0237  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CQ0237
 CQ0237  VERT ORDER  -  SECOND    CLASS 0
 CQ0237
 CQ0237.The horizontal coordinates were scaled from a topographic map and have
 CQ0237.an estimated accuracy of +/- 6 seconds.
 CQ0237
 CQ0237.The orthometric height was determined by differential leveling
 CQ0237.and adjusted by the National Geodetic Survey in June 1991..
 CQ0237
 CQ0237.The geoid height was determined by GEOID03.
 CQ0237
 CQ0237.The dynamic height is computed by dividing the NAVD 88
 CQ0237.geopotential number by the normal gravity value computed on the
 CQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0237.degrees latitude (g = 980.6199 gals.).
 CQ0237
 CQ0237.The modeled gravity was interpolated from observed gravity values.
 CQ0237
 CQ0237;                    North         East    Units  Estimated Accuracy
 CQ0237;SPC LA N     -   233,030.    1,004,930.      MT  (+/- 180 meters Scaled)
 CQ0237
 CQ0237                          SUPERSEDED SURVEY CONTROL
 CQ0237
 CQ0237  NGVD 29 (??/??/??)   75.207  (m)          246.74   (f) ADJUSTED    2 0
 CQ0237
 CQ0237.Superseded values are not recommended for survey control.
 CQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0237.See file dsdata.txt to determine how the superseded data were derived.
 CQ0237
 CQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS518072(NAD 83)
 CQ0237_MARKER: DE = TRAVERSE STATION DISK
 CQ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0237_STAMPING: 31V18 1968
 CQ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0237+STABILITY: SURFACE MOTION
 CQ0237
 CQ0237  HISTORY     - Date     Condition        Report By
 CQ0237  HISTORY     - 1968     MONUMENTED       LADH
 CQ0237  HISTORY     - 1968     GOOD             LADH
 CQ0237  HISTORY     - 1983     GOOD             LADTD
 CQ0237  HISTORY     - 1987     GOOD             USPSQD
 CQ0237  HISTORY     - 1990     GOOD             USPSQD
 CQ0237  HISTORY     - 19970211 GOOD             USPSQD
 CQ0237
 CQ0237                          STATION DESCRIPTION
 CQ0237
 CQ0237'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0237'13.7 MI NE FROM RUSTON.
 CQ0237'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0237'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0237'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY
 CQ0237'145 IN CHOUDRANT, THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 6.4
 CQ0237'MILES TO THE MARK ON THE RIGHT.  IT IS 2.2 MILES NORTHEAST OF SIBLEY,
 CQ0237'89 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST
 CQ0237'OF THE NORTHWEST CHAINLINK FENCE CORNER AT THE LA. POWER AND LIGHT
 CQ0237'BOOSTER STATION, 78 FEET SOUTHEAST OF THE SOUTH CONCRETE CULVERT
 CQ0237'HEADWALL AT THE DRIVEWAY, AND 1 1/2 FEET EAST OF A STEEL WITNESS POST.
 CQ0237'THE DISK IS A LDH AND C AND GS TRAVERSE DISK STAMPED 31V18 1968 AND
 CQ0237'SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0237
 CQ0237                          STATION RECOVERY (1983)
 CQ0237
 CQ0237'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0237'RECOVERED IN GOOD CONDITION.
 CQ0237
 CQ0237                          STATION RECOVERY (1987)
 CQ0237
 CQ0237'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0237'RECOVERED IN GOOD CONDITION.
 CQ0237
 CQ0237                          STATION RECOVERY (1990)
 CQ0237
 CQ0237'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0237'RECOVERED IN GOOD CONDITION.
 CQ0237
 CQ0237                          STATION RECOVERY (1997)
 CQ0237
 CQ0237'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0238 ***********************************************************************
 CQ0238  DESIGNATION -  31 V 19 LADH
 CQ0238  PID         -  CQ0238
 CQ0238  STATE/COUNTY-  LA/LINCOLN
 CQ0238  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0238
 CQ0238                         *CURRENT SURVEY CONTROL
 CQ0238  ___________________________________________________________________
 CQ0238* NAD 83(1986)-  32 36 45.     (N)    092 26 26.     (W)     SCALED    
 CQ0238* NAVD 88     -        72.928  (meters)     239.26   (feet)  ADJUSTED  
 CQ0238  ___________________________________________________________________
 CQ0238  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0238  DYNAMIC HT  -          72.847 (meters)     239.00  (feet)  COMP
 CQ0238  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CQ0238
 CQ0238  VERT ORDER  -  SECOND    CLASS 0
 CQ0238
 CQ0238.The horizontal coordinates were scaled from a topographic map and have
 CQ0238.an estimated accuracy of +/- 6 seconds.
 CQ0238
 CQ0238.The orthometric height was determined by differential leveling
 CQ0238.and adjusted by the National Geodetic Survey in June 1991..
 CQ0238
 CQ0238.The geoid height was determined by GEOID03.
 CQ0238
 CQ0238.The dynamic height is computed by dividing the NAVD 88
 CQ0238.geopotential number by the normal gravity value computed on the
 CQ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0238.degrees latitude (g = 980.6199 gals.).
 CQ0238
 CQ0238.The modeled gravity was interpolated from observed gravity values.
 CQ0238
 CQ0238;                    North         East    Units  Estimated Accuracy
 CQ0238;SPC LA N     -   234,230.    1,005,580.      MT  (+/- 180 meters Scaled)
 CQ0238
 CQ0238                          SUPERSEDED SURVEY CONTROL
 CQ0238
 CQ0238  NGVD 29 (??/??/??)   73.006  (m)          239.52   (f) ADJUSTED    2 0
 CQ0238
 CQ0238.Superseded values are not recommended for survey control.
 CQ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0238.See file dsdata.txt to determine how the superseded data were derived.
 CQ0238
 CQ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS524084(NAD 83)
 CQ0238_MARKER: DE = TRAVERSE STATION DISK
 CQ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0238_STAMPING: 31V19 1968
 CQ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0238+STABILITY: SURFACE MOTION
 CQ0238
 CQ0238  HISTORY     - Date     Condition        Report By
 CQ0238  HISTORY     - 1968     MONUMENTED       LADH
 CQ0238  HISTORY     - 1968     GOOD             LADH
 CQ0238  HISTORY     - 1983     GOOD             LADTD
 CQ0238  HISTORY     - 1987     GOOD             USPSQD
 CQ0238  HISTORY     - 1990     GOOD             USPSQD
 CQ0238  HISTORY     - 19970211 GOOD             USPSQD
 CQ0238
 CQ0238                          STATION DESCRIPTION
 CQ0238
 CQ0238'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0238'14.5 MI NE FROM RUSTON.
 CQ0238'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 80 FOR 7.0 MILES TO THE
 CQ0238'INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY 145 IN CHOUDRANT,
 CQ0238'THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 7.2 MILES TO THE MARK ON
 CQ0238'THE LEFT.  IT IS 1.9 MILES SOUTHWEST OF DOWNSVILLE, 71 FEET NORTHWEST
 CQ0238'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A PASTURE FENCE, 334
 CQ0238'FEET NORTHWEST OF A NORTHWEST HOUSE CORNER, AND 1 FOOT SOUTH OF A
 CQ0238'STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED
 CQ0238'31V19 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0238
 CQ0238                          STATION RECOVERY (1983)
 CQ0238
 CQ0238'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0238'RECOVERED IN GOOD CONDITION.
 CQ0238
 CQ0238                          STATION RECOVERY (1987)
 CQ0238
 CQ0238'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0238'RECOVERED IN GOOD CONDITION.
 CQ0238
 CQ0238                          STATION RECOVERY (1990)
 CQ0238
 CQ0238'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0238'RECOVERED IN GOOD CONDITION.
 CQ0238
 CQ0238                          STATION RECOVERY (1997)
 CQ0238
 CQ0238'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1186 ***********************************************************************
 CQ1186  DESIGNATION -  31 V 2 LADH
 CQ1186  PID         -  CQ1186
 CQ1186  STATE/COUNTY-  LA/LINCOLN
 CQ1186  USGS QUAD   -  RUSTON EAST (1994)
 CQ1186
 CQ1186                         *CURRENT SURVEY CONTROL
 CQ1186  ___________________________________________________________________
 CQ1186* NAD 83(1986)-  32 36 31.     (N)    092 35 18.     (W)     SCALED    
 CQ1186* NAVD 88     -        77.010  (meters)     252.66   (feet)  ADJUSTED  
 CQ1186  ___________________________________________________________________
 CQ1186  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ1186  DYNAMIC HT  -          76.924 (meters)     252.37  (feet)  COMP
 CQ1186  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 CQ1186
 CQ1186  VERT ORDER  -  SECOND    CLASS 0
 CQ1186
 CQ1186.The horizontal coordinates were scaled from a topographic map and have
 CQ1186.an estimated accuracy of +/- 6 seconds.
 CQ1186
 CQ1186.The orthometric height was determined by differential leveling
 CQ1186.and adjusted by the National Geodetic Survey in June 1991..
 CQ1186
 CQ1186.The geoid height was determined by GEOID03.
 CQ1186
 CQ1186.The dynamic height is computed by dividing the NAVD 88
 CQ1186.geopotential number by the normal gravity value computed on the
 CQ1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1186.degrees latitude (g = 980.6199 gals.).
 CQ1186
 CQ1186.The modeled gravity was interpolated from observed gravity values.
 CQ1186
 CQ1186;                    North         East    Units  Estimated Accuracy
 CQ1186;SPC LA N     -   233,800.      991,710.      MT  (+/- 180 meters Scaled)
 CQ1186
 CQ1186                          SUPERSEDED SURVEY CONTROL
 CQ1186
 CQ1186  NGVD 29 (??/??/??)   77.075  (m)          252.87   (f) ADJUSTED    2 0
 CQ1186
 CQ1186.Superseded values are not recommended for survey control.
 CQ1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1186.See file dsdata.txt to determine how the superseded data were derived.
 CQ1186
 CQ1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS386079(NAD 83)
 CQ1186_MARKER: DE = TRAVERSE STATION DISK
 CQ1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1186_STAMPING: 31V2 1967
 CQ1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1186+STABILITY: SURFACE MOTION
 CQ1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1186+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2004
 CQ1186
 CQ1186  HISTORY     - Date     Condition        Report By
 CQ1186  HISTORY     - 1967     MONUMENTED       LADH
 CQ1186  HISTORY     - 1969     GOOD             LADH
 CQ1186  HISTORY     - 20041226 GOOD             USPSQD
 CQ1186
 CQ1186                          STATION DESCRIPTION
 CQ1186
 CQ1186'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1186'6.8 MI NE FROM RUSTON.
 CQ1186'LOCATED 0.8 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1186'COURTHOUSE IN RUSTON, THENCE EAST ALONG INTERSTATE HIGHWAY 20 FOR 1.2
 CQ1186'MILES, THENCE NORTH ALONG STATE HIGHWAY LA. 33 FOR 4.8 MILES TO THE
 CQ1186'MARK ON THE LEFT.  IT IS 90 FEET NORTHWEST OF THE CENTERLINE OF THE
 CQ1186'HIGHWAY, 34 FEET NORTHEAST OF THE CENTERLINE OF LINCOLN PARISH ROAD
 CQ1186'503, 1 FOOT SOUTHWEST OF A FENCE AND 2 FEET NORTH OF A STEEL WITNESS
 CQ1186'POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 31V2 1967 AND
 CQ1186'SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES. SECTION 28, T
 CQ1186'19N, R 2W.
 CQ1186
 CQ1186                          STATION RECOVERY (2004)
 CQ1186
 CQ1186'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CQ1186'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0239 ***********************************************************************
 CQ0239  DESIGNATION -  31 V 20 LADH
 CQ0239  PID         -  CQ0239
 CQ0239  STATE/COUNTY-  LA/LINCOLN
 CQ0239  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0239
 CQ0239                         *CURRENT SURVEY CONTROL
 CQ0239  ___________________________________________________________________
 CQ0239* NAD 83(1986)-  32 36 58.     (N)    092 25 23.     (W)     SCALED    
 CQ0239* NAVD 88     -        70.473  (meters)     231.21   (feet)  ADJUSTED  
 CQ0239  ___________________________________________________________________
 CQ0239  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0239  DYNAMIC HT  -          70.394 (meters)     230.95  (feet)  COMP
 CQ0239  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 CQ0239
 CQ0239  VERT ORDER  -  SECOND    CLASS 0
 CQ0239
 CQ0239.The horizontal coordinates were scaled from a topographic map and have
 CQ0239.an estimated accuracy of +/- 6 seconds.
 CQ0239
 CQ0239.The orthometric height was determined by differential leveling
 CQ0239.and adjusted by the National Geodetic Survey in June 1991..
 CQ0239
 CQ0239.The geoid height was determined by GEOID03.
 CQ0239
 CQ0239.The dynamic height is computed by dividing the NAVD 88
 CQ0239.geopotential number by the normal gravity value computed on the
 CQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0239.degrees latitude (g = 980.6199 gals.).
 CQ0239
 CQ0239.The modeled gravity was interpolated from observed gravity values.
 CQ0239
 CQ0239;                    North         East    Units  Estimated Accuracy
 CQ0239;SPC LA N     -   234,630.    1,007,220.      MT  (+/- 180 meters Scaled)
 CQ0239
 CQ0239                          SUPERSEDED SURVEY CONTROL
 CQ0239
 CQ0239  NGVD 29 (??/??/??)   70.552  (m)          231.47   (f) ADJUSTED    2 0
 CQ0239
 CQ0239.Superseded values are not recommended for survey control.
 CQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0239.See file dsdata.txt to determine how the superseded data were derived.
 CQ0239
 CQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS541088(NAD 83)
 CQ0239_MARKER: DE = TRAVERSE STATION DISK
 CQ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0239_STAMPING: 31V20 1968
 CQ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0239+STABILITY: SURFACE MOTION
 CQ0239
 CQ0239  HISTORY     - Date     Condition        Report By
 CQ0239  HISTORY     - 1968     MONUMENTED       LADH
 CQ0239  HISTORY     - 1968     GOOD             LADH
 CQ0239  HISTORY     - 1983     GOOD             LADTD
 CQ0239  HISTORY     - 1987     GOOD             USPSQD
 CQ0239  HISTORY     - 1990     GOOD             USPSQD
 CQ0239  HISTORY     - 19970211 GOOD             USPSQD
 CQ0239
 CQ0239                          STATION DESCRIPTION
 CQ0239
 CQ0239'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0239'15.5 MI NE FROM RUSTON.
 CQ0239'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0239'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0239'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY
 CQ0239'145 IN CHOUDRANT, THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 8.2
 CQ0239'MILES TO THE MARK ON THE RIGHT.  IT IS 0.8 MILES SOUTH OF DOWNSVILLE,
 CQ0239'77 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A
 CQ0239'PASTURE FENCE, 96 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CQ0239'ROBERTS HOUSE, AND 1 1/2 FEET EAST OF A STEEL WITNESS POST.  IT IS A
 CQ0239'LDH AND C AND GS TRAVERSE DISK STAMPED 31V20 1968, SET IN THE TOP OF A
 CQ0239'CONCRETE POST PROJECTING 4-INCHES.
 CQ0239
 CQ0239                          STATION RECOVERY (1983)
 CQ0239
 CQ0239'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0239'RECOVERED IN GOOD CONDITION.
 CQ0239
 CQ0239                          STATION RECOVERY (1987)
 CQ0239
 CQ0239'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0239'RECOVERED IN GOOD CONDITION.
 CQ0239
 CQ0239                          STATION RECOVERY (1990)
 CQ0239
 CQ0239'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0239'RECOVERED IN GOOD CONDITION.
 CQ0239
 CQ0239                          STATION RECOVERY (1997)
 CQ0239
 CQ0239'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0959 ***********************************************************************
 CQ0959  DESIGNATION -  31 V 21 LADH
 CQ0959  PID         -  CQ0959
 CQ0959  STATE/COUNTY-  LA/LINCOLN
 CQ0959  USGS QUAD   -  RUSTON EAST (1994)
 CQ0959
 CQ0959                         *CURRENT SURVEY CONTROL
 CQ0959  ___________________________________________________________________
 CQ0959* NAD 83(1986)-  32 32 04.     (N)    092 32 18.     (W)     SCALED    
 CQ0959* NAVD 88     -        50.220  (meters)     164.76   (feet)  ADJUSTED  
 CQ0959  ___________________________________________________________________
 CQ0959  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0959  DYNAMIC HT  -          50.164 (meters)     164.58  (feet)  COMP
 CQ0959  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 CQ0959
 CQ0959  VERT ORDER  -  FIRST     CLASS I
 CQ0959
 CQ0959.The horizontal coordinates were scaled from a topographic map and have
 CQ0959.an estimated accuracy of +/- 6 seconds.
 CQ0959
 CQ0959.The orthometric height was determined by differential leveling
 CQ0959.and adjusted by the National Geodetic Survey in June 1991..
 CQ0959
 CQ0959.The geoid height was determined by GEOID03.
 CQ0959
 CQ0959.The dynamic height is computed by dividing the NAVD 88
 CQ0959.geopotential number by the normal gravity value computed on the
 CQ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0959.degrees latitude (g = 980.6199 gals.).
 CQ0959
 CQ0959.The modeled gravity was interpolated from observed gravity values.
 CQ0959
 CQ0959;                    North         East    Units  Estimated Accuracy
 CQ0959;SPC LA N     -   225,580.      996,400.      MT  (+/- 180 meters Scaled)
 CQ0959
 CQ0959                          SUPERSEDED SURVEY CONTROL
 CQ0959
 CQ0959  NGVD 29 (??/??/??)   50.284  (m)          164.97   (f) ADJUSTED    1 1
 CQ0959
 CQ0959.Superseded values are not recommended for survey control.
 CQ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0959.See file dsdata.txt to determine how the superseded data were derived.
 CQ0959
 CQ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR433997(NAD 83)
 CQ0959_MARKER: DE = TRAVERSE STATION DISK
 CQ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0959_STAMPING: 31V21 1968
 CQ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0959+STABILITY: SURFACE MOTION
 CQ0959
 CQ0959  HISTORY     - Date     Condition        Report By
 CQ0959  HISTORY     - 1968     MONUMENTED       LADH
 CQ0959  HISTORY     - 1969     GOOD             CGS
 CQ0959  HISTORY     - 1980     GOOD             LADTD
 CQ0959  HISTORY     - 1987     GOOD             USPSQD
 CQ0959
 CQ0959                          STATION DESCRIPTION
 CQ0959
 CQ0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0959'1.3 MI W FROM CHOUDRANT.
 CQ0959'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0959'CHOUDRANT, 59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 144 FEET
 CQ0959'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 31 FEET NORTHEAST OF A
 CQ0959'GAS METER, 23 FEET NORTH OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS
 CQ0959'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CQ0959'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 23,
 CQ0959'T 18N, R 2W.
 CQ0959
 CQ0959                          STATION RECOVERY (1980)
 CQ0959
 CQ0959'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0959'RECOVERED IN GOOD CONDITION.
 CQ0959
 CQ0959                          STATION RECOVERY (1987)
 CQ0959
 CQ0959'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1195 ***********************************************************************
 CQ1195  DESIGNATION -  31 V 22
 CQ1195  PID         -  CQ1195
 CQ1195  STATE/COUNTY-  LA/LINCOLN
 CQ1195  USGS QUAD   -  RUSTON EAST (1994)
 CQ1195
 CQ1195                         *CURRENT SURVEY CONTROL
 CQ1195  ___________________________________________________________________
 CQ1195* NAD 83(1986)-  32 34 35.     (N)    092 35 27.     (W)     SCALED    
 CQ1195* NAVD 88     -        90.81   (+/-2cm)     297.9    (feet)  VERTCON   
 CQ1195  ___________________________________________________________________
 CQ1195  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1195
 CQ1195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1195
 CQ1195.The horizontal coordinates were scaled from a topographic map and have
 CQ1195.an estimated accuracy of +/- 6 seconds.
 CQ1195
 CQ1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1195.The vertical order pertains to the NGVD 29 superseded value.
 CQ1195
 CQ1195.The geoid height was determined by GEOID03.
 CQ1195
 CQ1195;                    North         East    Units  Estimated Accuracy
 CQ1195;SPC LA N     -   230,230.      991,470.      MT  (+/- 180 meters Scaled)
 CQ1195
 CQ1195                          SUPERSEDED SURVEY CONTROL
 CQ1195
 CQ1195  NGVD 29 (??/??/??)   90.878  (m)          298.16   (f) ADJUSTED    2 0
 CQ1195
 CQ1195.Superseded values are not recommended for survey control.
 CQ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1195.See file dsdata.txt to determine how the superseded data were derived.
 CQ1195
 CQ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS384044(NAD 83)
 CQ1195_MARKER: DE = TRAVERSE STATION DISK
 CQ1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1195_SP_SET: CONCRETE POST
 CQ1195_STAMPING: 31V22 1968
 CQ1195_MARK LOGO: LADH  
 CQ1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1195+STABILITY: SURFACE MOTION
 CQ1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1195+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1987
 CQ1195
 CQ1195  HISTORY     - Date     Condition        Report By
 CQ1195  HISTORY     - 1968     MONUMENTED       LADH
 CQ1195  HISTORY     - 19871104 GOOD             LADTD
 CQ1195
 CQ1195                          STATION DESCRIPTION
 CQ1195
 CQ1195'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1195'4.9 MI NE FROM RUSTON.
 CQ1195'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1195'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1195'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ1195'THENCE EAST ALONG STATE HIGHWAY 821 FOR 0.6 MILES TO THE MARK ON THE
 CQ1195'LEFT.  IT IS 97 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 160 FEET
 CQ1195'SOUTHWEST OF THE SOUTHWEST CORNER OF LEONARD FAULKNERS HOUSE, 75 FEET
 CQ1195'WEST OF THE CENTERLINE OF A DRIVEWAY, AND 2 FEET NORTH OF A STEEL
 CQ1195'WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 31V22
 CQ1195'1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  NOTE--
 CQ1195'IT IS LOCATED 1.2 MILES SOUTHEAST OF BM 31A011.
 CQ1195
 CQ1195                          STATION RECOVERY (1987)
 CQ1195
 CQ1195'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CQ1195'THE STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHEAST OF RUSTON.
 CQ1195'OWNERSHIP--MR. LEONARD FAULKNERS.
 CQ1195'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE IN RUSTON GO
 CQ1195'NORTH FOR 0.5 KM (0.30 MI) ON U.S. HIGHWAY 167 TO THE JUNCTION WITH
 CQ1195'U.S. HIGHWAY 80. TURN RIGHT AND GO EAST FOR 1.3 KM (0.80 MI) ON
 CQ1195'HIGHWAY 80 TO THE JUNCTION WITH STATE HIGHWAY 33.  TURN LEFT AND GO
 CQ1195'NORTHEAST FOR 5.1 KM (3.15 MI) ON HIGHWAY 33 TO THE JUNCTION WITH
 CQ1195'STATE HIGHWAY 821.  TURN RIGHT AND GO EAST FOR 1.0 KM (0.60 MI) TO THE
 CQ1195'MARK ON THE LEFT.
 CQ1195'THE STATION IS 48.8 M (160.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 CQ1195'OF MR. FAULKNERS HOUSE, 29.6 M (97.1 FT) NORTH FROM THE CENTER OF THE
 CQ1195'HIGHWAY, 22.9 M (75.1 FT) WEST FROM THE CENTER OF A DRIVEWAY AND 0.6 M
 CQ1195'(2.0 FT) NORTH FROM A METAL WITNESS POST.  THE MARK IS PROJECTING 10
 CQ1195'CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1196 ***********************************************************************
 CQ1196  DESIGNATION -  31 V 23
 CQ1196  PID         -  CQ1196
 CQ1196  STATE/COUNTY-  LA/LINCOLN
 CQ1196  USGS QUAD   -  RUSTON EAST (1994)
 CQ1196
 CQ1196                         *CURRENT SURVEY CONTROL
 CQ1196  ___________________________________________________________________
 CQ1196* NAD 83(1986)-  32 34 59.     (N)    092 34 48.     (W)     SCALED    
 CQ1196* NAVD 88     -        96.39   (+/-2cm)     316.2    (feet)  VERTCON   
 CQ1196  ___________________________________________________________________
 CQ1196  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1196
 CQ1196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1196
 CQ1196.The horizontal coordinates were scaled from a topographic map and have
 CQ1196.an estimated accuracy of +/- 6 seconds.
 CQ1196
 CQ1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1196.The vertical order pertains to the NGVD 29 superseded value.
 CQ1196
 CQ1196.The geoid height was determined by GEOID03.
 CQ1196
 CQ1196;                    North         East    Units  Estimated Accuracy
 CQ1196;SPC LA N     -   230,970.      992,490.      MT  (+/- 180 meters Scaled)
 CQ1196
 CQ1196                          SUPERSEDED SURVEY CONTROL
 CQ1196
 CQ1196  NGVD 29 (??/??/??)   96.468  (m)          316.50   (f) ADJUSTED    2 0
 CQ1196
 CQ1196.Superseded values are not recommended for survey control.
 CQ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1196.See file dsdata.txt to determine how the superseded data were derived.
 CQ1196
 CQ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS394051(NAD 83)
 CQ1196_MARKER: DE = TRAVERSE STATION DISK
 CQ1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1196_SP_SET: CONCRETE POST
 CQ1196_STAMPING: 31V23 1968
 CQ1196_MARK LOGO: LADH  
 CQ1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1196+STABILITY: SURFACE MOTION
 CQ1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1196+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1987
 CQ1196
 CQ1196  HISTORY     - Date     Condition        Report By
 CQ1196  HISTORY     - 1968     MONUMENTED       LADH
 CQ1196  HISTORY     - 19871104 GOOD             LADTD
 CQ1196
 CQ1196                          STATION DESCRIPTION
 CQ1196
 CQ1196'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1196'5.7 MI NE FROM RUSTON.
 CQ1196'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1196'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1196'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ1196'THENCE EAST ALONG STATE HIGHWAY 821 FOR 1.4 MILES TO THE MARK ON THE
 CQ1196'RIGHT.  IT IS 91 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY ON
 CQ1196'CALHOUNS PROPERTY 63 FEET EAST OF A DIRT DRIVEWAY, 2 FEET EAST OF A
 CQ1196'FENCE, 39 FEET NORTHEAST OF AN ABANDONED WATER WELL WITH BRICK CURB
 CQ1196'AND WOOD SHED, AND 2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS A LDH
 CQ1196'AND C AND GS TRAVERSE DISK STAMPED 31V23 1968, SET IN THE TOP OF A
 CQ1196'CONCRETE POST PROJECTING 4-INCHES ABOVE THE GROUND.
 CQ1196
 CQ1196                          STATION RECOVERY (1987)
 CQ1196
 CQ1196'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CQ1196'THE STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) NORTHEAST OF RUSTON.
 CQ1196'OWNERSHIP--MR. CALHOUN.
 CQ1196'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE IN RUSTON GO
 CQ1196'NORTH FOR 0.5 KM (0.30 MI) ON U.S. HIGHWAY 167 TO THE JUNCTION WITH
 CQ1196'U.S. HIGHWAY 80 TO THE JUNCTION WITH STATE HIGHWAY 33.  TURN LEFT AND
 CQ1196'GO NORTHEAST FOR 5.1 KM (3.15 MI) ON HIGHWAY 33 TO THE JUNCTION WITH
 CQ1196'STATE HIGHWAY 821.  TURN RIGHT AND GO EAST FOR 2.3 KM (1.45 MI) ON
 CQ1196'HIGHWAY 821 TO THE MARK ON THE RIGHT.
 CQ1196'THE STATION IS 27.7 M (90.9 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 CQ1196'19.2 M (63.0 FT) EAST FROM THE CENTER OF A DIRT DRIVE, 11.9 M
 CQ1196'(39.0 FT) NORTHEAST FROM AN ABANDONED WATER WELL WITH A BRICK CURB AND
 CQ1196'WOOD SHED, 0.6 M (2.0 FT) EAST FROM A FENCE AND 0.6 M (2.0 FT) SOUTH
 CQ1196'FROM A METAL WITNESS POST.  THE MARK IS PROJECTING 10 CM ABOVE THE
 CQ1196'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1198 ***********************************************************************
 CQ1198  DESIGNATION -  31 V 24
 CQ1198  PID         -  CQ1198
 CQ1198  STATE/COUNTY-  LA/LINCOLN
 CQ1198  USGS QUAD   -  RUSTON EAST (1994)
 CQ1198
 CQ1198                         *CURRENT SURVEY CONTROL
 CQ1198  ___________________________________________________________________
 CQ1198* NAD 83(1986)-  32 34 56.     (N)    092 33 40.     (W)     SCALED    
 CQ1198* NAVD 88     -        81.12   (+/-2cm)     266.1    (feet)  VERTCON   
 CQ1198  ___________________________________________________________________
 CQ1198  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1198
 CQ1198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1198
 CQ1198.The horizontal coordinates were scaled from a topographic map and have
 CQ1198.an estimated accuracy of +/- 6 seconds.
 CQ1198
 CQ1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1198.The vertical order pertains to the NGVD 29 superseded value.
 CQ1198
 CQ1198.The geoid height was determined by GEOID03.
 CQ1198
 CQ1198;                    North         East    Units  Estimated Accuracy
 CQ1198;SPC LA N     -   230,870.      994,260.      MT  (+/- 180 meters Scaled)
 CQ1198
 CQ1198                          SUPERSEDED SURVEY CONTROL
 CQ1198
 CQ1198  NGVD 29 (??/??/??)   81.198  (m)          266.40   (f) ADJUSTED    2 0
 CQ1198
 CQ1198.Superseded values are not recommended for survey control.
 CQ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1198.See file dsdata.txt to determine how the superseded data were derived.
 CQ1198
 CQ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS411050(NAD 83)
 CQ1198_MARKER: DE = TRAVERSE STATION DISK
 CQ1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1198_SP_SET: CONCRETE POST
 CQ1198_STAMPING: 31V24 1968
 CQ1198_MARK LOGO: LADH  
 CQ1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1198+STABILITY: SURFACE MOTION
 CQ1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1198+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1987
 CQ1198
 CQ1198  HISTORY     - Date     Condition        Report By
 CQ1198  HISTORY     - 1968     MONUMENTED       LADH
 CQ1198  HISTORY     - 19871104 GOOD             LADTD
 CQ1198
 CQ1198                          STATION DESCRIPTION
 CQ1198
 CQ1198'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1198'6.7 MI NE FROM RUSTON.
 CQ1198'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1198'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1198'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ1198'THENCE EAST ALONG STATE HIGHWAY 821 FOR 2.4 MILES TO THE MARK ON THE
 CQ1198'RIGHT.  IT IS 91 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY ON T. L.
 CQ1198'JAMES PROPERTY, 1 FOOT EAST OF A LANE FENCE, 105 FEET EAST OF THE
 CQ1198'LLOYD N. MARLIN NORTHEAST HOUSE CORNER, AND 2 FEET SOUTH OF A STEEL
 CQ1198'WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 31V24
 CQ1198'1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ1198
 CQ1198                          STATION RECOVERY (1987)
 CQ1198
 CQ1198'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CQ1198'THE STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) NORTHEAST OF RUSTON.
 CQ1198'OWNERSHIP--MR. T. L. JAMES.
 CQ1198'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE IN RUSTON GO
 CQ1198'NORTH FOR 0.5 KM (0.30 MI) ON U.S. HIGHWAY 167 TO THE JUNCTION WITH
 CQ1198'U.S. HIGHWAY 80. TURN RIGHT AND GO EAST FOR 1.3 KM (0.80 MI) ON
 CQ1198'HIGHWAY 80 TO THE JUNCTION WITH STATE HIGHWAY 33.  TURN LEFT AND GO
 CQ1198'NORTHEAST FOR 5.1 KM (3.15 MI) ON HIGHWAY 33 TO THE JUNCTION WITH
 CQ1198'STATE HIGHWAY 821.  TURN RIGHT AND GO EAST FOR 3.9 KM (2.40 MI) ON
 CQ1198'HIGHWAY 821 TO THE MARK ON THE RIGHT.
 CQ1198'THE STATION IS 32.0 M (105.0 FT) EAST FROM THE NORTHEAST CORNER OF MR.
 CQ1198'LLOYD N. MARLINS HOUSE, 27.7 M (90.9 FT) FROM THE CENTER OF THE
 CQ1198'HIGHWAY, 0.6 M (2.0 FT) SOUTH FROM A METAL WITNESS POST AND 0.3 M
 CQ1198'(1.0 FT) EAST FROM A FENCE.  THE MARK IS PROJECTING 10 CM ABOVE THE
 CQ1198'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1199 ***********************************************************************
 CQ1199  DESIGNATION -  31 V 25 LADH
 CQ1199  PID         -  CQ1199
 CQ1199  STATE/COUNTY-  LA/UNION
 CQ1199  USGS QUAD   -  RUSTON EAST (1994)
 CQ1199
 CQ1199                         *CURRENT SURVEY CONTROL
 CQ1199  ___________________________________________________________________
 CQ1199* NAD 83(1986)-  32 35 00.     (N)    092 32 41.     (W)     SCALED    
 CQ1199* NAVD 88     -        88.21   (+/-2cm)     289.4    (feet)  VERTCON   
 CQ1199  ___________________________________________________________________
 CQ1199  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1199
 CQ1199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1199
 CQ1199.The horizontal coordinates were scaled from a topographic map and have
 CQ1199.an estimated accuracy of +/- 6 seconds.
 CQ1199
 CQ1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1199.The vertical order pertains to the NGVD 29 superseded value.
 CQ1199
 CQ1199.The geoid height was determined by GEOID03.
 CQ1199
 CQ1199;                    North         East    Units  Estimated Accuracy
 CQ1199;SPC LA N     -   231,000.      995,800.      MT  (+/- 180 meters Scaled)
 CQ1199
 CQ1199                          SUPERSEDED SURVEY CONTROL
 CQ1199
 CQ1199  NGVD 29 (??/??/??)   88.283  (m)          289.64   (f) ADJUSTED    2 0
 CQ1199
 CQ1199.Superseded values are not recommended for survey control.
 CQ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1199.See file dsdata.txt to determine how the superseded data were derived.
 CQ1199
 CQ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS427051(NAD 83)
 CQ1199_MARKER: DE = TRAVERSE STATION DISK
 CQ1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1199_STAMPING: 31V25 1968
 CQ1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1199+STABILITY: SURFACE MOTION
 CQ1199
 CQ1199  HISTORY     - Date     Condition        Report By
 CQ1199  HISTORY     - 1968     MONUMENTED       LADH
 CQ1199
 CQ1199                          STATION DESCRIPTION
 CQ1199
 CQ1199'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1199'7.6 MI NE FROM RUSTON.
 CQ1199'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1199'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1199'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ1199'THENCE EAST ALONG STATE HIGHWAY 821 FOR 3.3 MILES TO THE MARK ON THE
 CQ1199'RIGHT.  IT IS 106 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 CQ1199'WEST OF A YARD FENCE, 79 FEET EAST OF THE NORTHEAST CORNER OF T. D.
 CQ1199'CHANDLERS HOUSE, AND 1 1/2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS
 CQ1199'A LDH AND C AND GS TRAVERSE DISK STAMPED 31V25 1968, SET IN THE TOP OF
 CQ1199'A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1201 ***********************************************************************
 CQ1201  DESIGNATION -  31 V 26
 CQ1201  PID         -  CQ1201
 CQ1201  STATE/COUNTY-  LA/LINCOLN
 CQ1201  USGS QUAD   -  RUSTON EAST (1994)
 CQ1201
 CQ1201                         *CURRENT SURVEY CONTROL
 CQ1201  ___________________________________________________________________
 CQ1201* NAD 83(1986)-  32 34 53.     (N)    092 31 35.     (W)     SCALED    
 CQ1201* NAVD 88     -        84.48   (+/-2cm)     277.2    (feet)  VERTCON   
 CQ1201  ___________________________________________________________________
 CQ1201  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1201
 CQ1201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1201
 CQ1201.The horizontal coordinates were scaled from a topographic map and have
 CQ1201.an estimated accuracy of +/- 6 seconds.
 CQ1201
 CQ1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1201.The vertical order pertains to the NGVD 29 superseded value.
 CQ1201
 CQ1201.The geoid height was determined by GEOID03.
 CQ1201
 CQ1201;                    North         East    Units  Estimated Accuracy
 CQ1201;SPC LA N     -   230,780.      997,520.      MT  (+/- 180 meters Scaled)
 CQ1201
 CQ1201                          SUPERSEDED SURVEY CONTROL
 CQ1201
 CQ1201  NGVD 29 (??/??/??)   84.553  (m)          277.40   (f) ADJUSTED    2 0
 CQ1201
 CQ1201.Superseded values are not recommended for survey control.
 CQ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1201.See file dsdata.txt to determine how the superseded data were derived.
 CQ1201
 CQ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS444049(NAD 83)
 CQ1201_MARKER: DD = SURVEY DISK
 CQ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1201_SP_SET: CONCRETE POST
 CQ1201_STAMPING: 31V26 1968
 CQ1201_MARK LOGO: LADH  
 CQ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1201+STABILITY: SURFACE MOTION
 CQ1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1201+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1987
 CQ1201
 CQ1201  HISTORY     - Date     Condition        Report By
 CQ1201  HISTORY     - 1968     MONUMENTED       LADH
 CQ1201  HISTORY     - 19871104 GOOD             LADTD
 CQ1201
 CQ1201                          STATION DESCRIPTION
 CQ1201
 CQ1201'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1201'8.6 MI NE FROM RUSTON.
 CQ1201'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1201'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1201'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ1201'THENCE EAST ALONG STATE HIGHWAY 821 FOR 4.3 MILES TO THE MARK ON THE
 CQ1201'RIGHT.  IT IS AT DOUGLAS, LA., 132 FEET SOUTH OF THE CENTERLINE OF
 CQ1201'STATE HIGHWAY 821, 225 FEET SOUTHEAST OF THE CROSSING OF STATE HIGHWAY
 CQ1201'821 AND STATE HIGHWAY 820, 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CQ1201'OF THE RINEHART STORE, AND 2 FEET EAST OF A STEEL WITNESS POST. IT IS
 CQ1201'A LDH AND C AND GS TRAVERSE DISK STAMPED 31V26 1968, SET IN THE TOP OF
 CQ1201'A CONCRETE POST PROJECTING 4-INCHES.
 CQ1201
 CQ1201                          STATION RECOVERY (1987)
 CQ1201
 CQ1201'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CQ1201'THE STATION IS LOCATED ABOUT 13.8 KM (8.60 MI) NORTHEAST OF RUSTON AT
 CQ1201'THE JUNCTION OF STATE HIGHWAYS 820 AND 821 IN THE SMALL COMMUNITY OF
 CQ1201'DOUGLAS.  OWNERSHIP--UNKNOWN.
 CQ1201'TO REACH THE STATION FROM THE LINCLON PARISH COURTHOUSE IN RUSTON GO
 CQ1201'NORTH FOR 0.5 KM (0.30 MI) ON U.S. HIGHWAY 167 TO THE JUNCTION WITH
 CQ1201'U.S. HIGHWAY 80.  TURN RIGHT AND GO EAST FOR 1.3 KM (0.80 MI) ON
 CQ1201'HIGHWAY 80 TO THE JUNCTION WITH STATE HIGHWAY 33.  TURN LEFT AND GO
 CQ1201'NORTHEAST FOR 5.1 KM (3.15 MI) ON HIGHWAY 33 TO THE JUNCTION WITH
 CQ1201'STATE HIGHWAY 821.  TURN RIGHT AND GO EAST FOR 6.9 KM (4.30 MI) ON
 CQ1201'HIGHWAY 821 TO THE MARK AT THE JUNCTION OF HIGHWAYS 820 AND 821 IN
 CQ1201'DOUGLAS,  68.6 M (225.1 FT) SOUTHEAST FROM THE CROSSING OF
 CQ1201'HIGHWAYS 820 AND 821, 40.2 M (131.9 FT) SOUTH FROM THE CENTER OF
 CQ1201'HIGHWAY 821, 13.1 M (43.0 FT) SOUTHEAST FROM THE SOUTHEAST COURNER OF
 CQ1201'THE RINEHART STORE AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST.
 CQ1201'THE MARK IS PROJECTING 10 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1202 ***********************************************************************
 CQ1202  DESIGNATION -  31 V 27
 CQ1202  PID         -  CQ1202
 CQ1202  STATE/COUNTY-  LA/LINCOLN
 CQ1202  USGS QUAD   -  RUSTON EAST (1994)
 CQ1202
 CQ1202                         *CURRENT SURVEY CONTROL
 CQ1202  ___________________________________________________________________
 CQ1202* NAD 83(1986)-  32 34 52.     (N)    092 30 27.     (W)     SCALED    
 CQ1202* NAVD 88     -        81.20   (+/-2cm)     266.4    (feet)  VERTCON   
 CQ1202  ___________________________________________________________________
 CQ1202  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1202
 CQ1202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1202
 CQ1202.The horizontal coordinates were scaled from a topographic map and have
 CQ1202.an estimated accuracy of +/- 6 seconds.
 CQ1202
 CQ1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1202.The vertical order pertains to the NGVD 29 superseded value.
 CQ1202
 CQ1202.The geoid height was determined by GEOID03.
 CQ1202
 CQ1202;                    North         East    Units  Estimated Accuracy
 CQ1202;SPC LA N     -   230,750.      999,300.      MT  (+/- 180 meters Scaled)
 CQ1202
 CQ1202                          SUPERSEDED SURVEY CONTROL
 CQ1202
 CQ1202  NGVD 29 (??/??/??)   81.269  (m)          266.63   (f) ADJUSTED    2 0
 CQ1202
 CQ1202.Superseded values are not recommended for survey control.
 CQ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1202.See file dsdata.txt to determine how the superseded data were derived.
 CQ1202
 CQ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS462049(NAD 83)
 CQ1202_MARKER: DE = TRAVERSE STATION DISK
 CQ1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1202_SP_SET: CONCRETE POST
 CQ1202_STAMPING: 31V27 1968
 CQ1202_MARK LOGO: LADH  
 CQ1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1202+STABILITY: SURFACE MOTION
 CQ1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1202+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1987
 CQ1202
 CQ1202  HISTORY     - Date     Condition        Report By
 CQ1202  HISTORY     - 1968     MONUMENTED       LADH
 CQ1202  HISTORY     - 19871104 POOR             LADTD
 CQ1202
 CQ1202                          STATION DESCRIPTION
 CQ1202
 CQ1202'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1202'9.7 MI NE FROM RUSTON.
 CQ1202'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1202'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1202'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ1202'THENCE EAST ALONG STATE HIGHWAY 821 FOR 5.4 MILES TO THE MARK ON THE
 CQ1202'LEFT.  IT IS 82 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET
 CQ1202'EAST OF A SOUTHEAST HOUSE CORNER, 1 FOOT EAST OF M. C. BAKERS WEST
 CQ1202'BOUNDRY FENCE, AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST.  IT IS A
 CQ1202'LDH AND C AND GS TRAVERSE DISK STAMPED 31V27 1968, SET IN THE TOP OF A
 CQ1202'CONCRETE POST PROJECTING 4-INCHES.
 CQ1202
 CQ1202                          STATION RECOVERY (1987)
 CQ1202
 CQ1202'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CQ1202'THE STATION IS LOCATED ABOUT 15.6 KM (9.70 MI) NORTHEAST OF RUSTON.
 CQ1202'OWNERSHIP--MR. M. C. BAKER.
 CQ1202'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE IN RUSTON GO
 CQ1202'NORTH FOR 0.5 KM (0.30 MI) ON U.S. HIGHWAY 167 TO THE JUNCTION WITH
 CQ1202'U.S. HIGHWAY 80.  TURN RIGHT AND GO EAST FOR 1.3 KM (0.80 MI) ON
 CQ1202'HIGHWAY 80 TO THE JUNCTION WITH STATE HIGHWAY 33.  TURN LEFT AND GO
 CQ1202'NORTHEAST FOR 5.1 KM (3.15 MI) ON HIGHWAY 33 TO THE JUNCTION WITH
 CQ1202'STATE HIGHWAY 821.  TURN RIGHT AND GO EAST FOR 8.7 KM (5.40 MI) ON
 CQ1202'HIGHWAY 821 TO THE MARK ON THE LEFT.
 CQ1202'THE STATION IS 25.0 M (82.0 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 CQ1202'13.4 M (44.0 FT) EAST FROM THE SOUTHEAST HOUSE CORNER OF MR. BAKERS,
 CQ1202'0.5 M (1.6 FT) NORTH FROM A METAL WITNESS POST AND 0.3 M (1.0 FT) EAST
 CQ1202'FROM A FENCE.  THE MARK IS PROJECTING 10 CM ABOVE THE GROUND.
 CQ1202'THE MARK WAS FOUND LEANING TOWARD THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0327 ***********************************************************************
 CQ0327  DESIGNATION -  31 V 28 LADH
 CQ0327  PID         -  CQ0327
 CQ0327  STATE/COUNTY-  LA/LINCOLN
 CQ0327  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0327
 CQ0327                         *CURRENT SURVEY CONTROL
 CQ0327  ___________________________________________________________________
 CQ0327* NAD 83(1986)-  32 34 56.     (N)    092 29 46.     (W)     SCALED    
 CQ0327* NAVD 88     -        73.64   (+/-2cm)     241.6    (feet)  VERTCON   
 CQ0327  ___________________________________________________________________
 CQ0327  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0327
 CQ0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0327
 CQ0327.The horizontal coordinates were scaled from a topographic map and have
 CQ0327.an estimated accuracy of +/- 6 seconds.
 CQ0327
 CQ0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0327.The vertical order pertains to the NGVD 29 superseded value.
 CQ0327
 CQ0327.The geoid height was determined by GEOID03.
 CQ0327
 CQ0327;                    North         East    Units  Estimated Accuracy
 CQ0327;SPC LA N     -   230,870.    1,000,370.      MT  (+/- 180 meters Scaled)
 CQ0327
 CQ0327                          SUPERSEDED SURVEY CONTROL
 CQ0327
 CQ0327  NGVD 29 (??/??/??)   73.708  (m)          241.82   (f) ADJUSTED    2 0
 CQ0327
 CQ0327.Superseded values are not recommended for survey control.
 CQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0327.See file dsdata.txt to determine how the superseded data were derived.
 CQ0327
 CQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS472050(NAD 83)
 CQ0327_MARKER: DE = TRAVERSE STATION DISK
 CQ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0327_STAMPING: 31V28 1968
 CQ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0327+STABILITY: SURFACE MOTION
 CQ0327
 CQ0327  HISTORY     - Date     Condition        Report By
 CQ0327  HISTORY     - 1968     MONUMENTED       LADH
 CQ0327  HISTORY     - 1968     GOOD             LADH
 CQ0327
 CQ0327                          STATION DESCRIPTION
 CQ0327
 CQ0327'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0327'10.4 MI NE FROM RUSTON.
 CQ0327'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0327'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0327'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ0327'THENCE EAST ALONG STATE HIGHWAY 821 FOR 6.1 MILES TO THE MARK ON THE
 CQ0327'RIGHT.  IT IS 1.7 MILES WEST OF SIBLEY, LA., 90 FEET SOUTH OF THE
 CQ0327'CENTERLINE OF THE HIGHWAY, 45 FEET NORTHEAST OF THE NORTHEAST CORNER
 CQ0327'OF THE JAMES NORREDS CARPORT, 1 FOOT EAST OF A YARD FENCE, AND 2 FEET
 CQ0327'SOUTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK
 CQ0327'STAMPED 31V28 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0327'4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0328 ***********************************************************************
 CQ0328  DESIGNATION -  31 V 29 LADH
 CQ0328  PID         -  CQ0328
 CQ0328  STATE/COUNTY-  LA/LINCOLN
 CQ0328  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0328
 CQ0328                         *CURRENT SURVEY CONTROL
 CQ0328  ___________________________________________________________________
 CQ0328* NAD 83(1986)-  32 34 46.     (N)    092 28 41.     (W)     SCALED    
 CQ0328* NAVD 88     -        75.56   (+/-2cm)     247.9    (feet)  VERTCON   
 CQ0328  ___________________________________________________________________
 CQ0328  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0328
 CQ0328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0328
 CQ0328.The horizontal coordinates were scaled from a topographic map and have
 CQ0328.an estimated accuracy of +/- 6 seconds.
 CQ0328
 CQ0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0328.The vertical order pertains to the NGVD 29 superseded value.
 CQ0328
 CQ0328.The geoid height was determined by GEOID03.
 CQ0328
 CQ0328;                    North         East    Units  Estimated Accuracy
 CQ0328;SPC LA N     -   230,560.    1,002,060.      MT  (+/- 180 meters Scaled)
 CQ0328
 CQ0328                          SUPERSEDED SURVEY CONTROL
 CQ0328
 CQ0328  NGVD 29 (??/??/??)   75.631  (m)          248.13   (f) ADJUSTED    2 0
 CQ0328
 CQ0328.Superseded values are not recommended for survey control.
 CQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0328.See file dsdata.txt to determine how the superseded data were derived.
 CQ0328
 CQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS489047(NAD 83)
 CQ0328_MARKER: DE = TRAVERSE STATION DISK
 CQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0328_STAMPING: 31V29 1968
 CQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0328+STABILITY: SURFACE MOTION
 CQ0328
 CQ0328  HISTORY     - Date     Condition        Report By
 CQ0328  HISTORY     - 1968     MONUMENTED       LADH
 CQ0328  HISTORY     - 1968     GOOD             LADH
 CQ0328
 CQ0328                          STATION DESCRIPTION
 CQ0328
 CQ0328'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0328'11.4 MI NE FROM RUSTON.
 CQ0328'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0328'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0328'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ0328'THENCE EAST ALONG STATE HIGHWAY 821 FOR 7.1 MILES TO THE MARK ON THE
 CQ0328'RIGHT.  IT IS 0.7 MILES WEST OF SIBLEY, 80 FEET SOUTH OF THE
 CQ0328'CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST BOUNDRY FENCE OF
 CQ0328'JIM HINTON, 385 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE DAVIS
 CQ0328'FRONT PORCH, AND 1 1/2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS A
 CQ0328'LDH AND C AND GS TRAVERSE DISK STAMPED 31V29 1968, SET IN THE TOP OF A
 CQ0328'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1187 ***********************************************************************
 CQ1187  DESIGNATION -  31 V 3 LADH
 CQ1187  PID         -  CQ1187
 CQ1187  STATE/COUNTY-  LA/LINCOLN
 CQ1187  USGS QUAD   -  RUSTON EAST (1994)
 CQ1187
 CQ1187                         *CURRENT SURVEY CONTROL
 CQ1187  ___________________________________________________________________
 CQ1187* NAD 83(1986)-  32 36 47.     (N)    092 34 22.     (W)     SCALED    
 CQ1187* NAVD 88     -        76.996  (meters)     252.61   (feet)  ADJUSTED  
 CQ1187  ___________________________________________________________________
 CQ1187  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1187  DYNAMIC HT  -          76.910 (meters)     252.33  (feet)  COMP
 CQ1187  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CQ1187
 CQ1187  VERT ORDER  -  SECOND    CLASS 0
 CQ1187
 CQ1187.The horizontal coordinates were scaled from a topographic map and have
 CQ1187.an estimated accuracy of +/- 6 seconds.
 CQ1187
 CQ1187.The orthometric height was determined by differential leveling
 CQ1187.and adjusted by the National Geodetic Survey in June 1991..
 CQ1187
 CQ1187.The geoid height was determined by GEOID03.
 CQ1187
 CQ1187.The dynamic height is computed by dividing the NAVD 88
 CQ1187.geopotential number by the normal gravity value computed on the
 CQ1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1187.degrees latitude (g = 980.6199 gals.).
 CQ1187
 CQ1187.The modeled gravity was interpolated from observed gravity values.
 CQ1187
 CQ1187;                    North         East    Units  Estimated Accuracy
 CQ1187;SPC LA N     -   234,290.      993,170.      MT  (+/- 180 meters Scaled)
 CQ1187
 CQ1187                          SUPERSEDED SURVEY CONTROL
 CQ1187
 CQ1187  NGVD 29 (??/??/??)   77.074  (m)          252.87   (f) ADJUSTED    2 0
 CQ1187
 CQ1187.Superseded values are not recommended for survey control.
 CQ1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1187.See file dsdata.txt to determine how the superseded data were derived.
 CQ1187
 CQ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS400084(NAD 83)
 CQ1187_MARKER: DE = TRAVERSE STATION DISK
 CQ1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1187_STAMPING: 31V3 1967
 CQ1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1187+STABILITY: SURFACE MOTION
 CQ1187
 CQ1187  HISTORY     - Date     Condition        Report By
 CQ1187  HISTORY     - 1967     MONUMENTED       LADH
 CQ1187  HISTORY     - 1969     GOOD             LADH
 CQ1187
 CQ1187                          STATION DESCRIPTION
 CQ1187
 CQ1187'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1187'7.8 MI NE FROM RUSTON.
 CQ1187'LOCATED 0.8 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1187'COURTHOUSE IN RUSTON, THENCE EAST ALONG INTERSTATE HIGHWAY 20 FOR 1.2
 CQ1187'MILES, THENCE NORTH ALONG STATE HIGHWAY LA. 33 FOR 5.8 MILES TO THE
 CQ1187'MARK ON THE RIGHT.  IT IS 65 FEET EAST OF THE CENTERLINE OF THE
 CQ1187'HIGHWAY, 98 FEET NORTH OF THE L. N. CASTLE NORTHWEST HOUSE CORNER, 18
 CQ1187'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AT  AY AT A STEEL CATTLE
 CQ1187'GUARD AND 1 FOOT NORTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND
 CQ1187'GS TRAVERSE DISK STAMPED 31V3 1967 AND SET IN THE TOP OF A CONCRETE
 CQ1187'POST FLUSH WITH THE GROUND.  SECTION 28, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1204 ***********************************************************************
 CQ1204  DESIGNATION -  31 V 30 LADH
 CQ1204  PID         -  CQ1204
 CQ1204  STATE/COUNTY-  LA/LINCOLN
 CQ1204  USGS QUAD   -  CEDARTON (1985)
 CQ1204
 CQ1204                         *CURRENT SURVEY CONTROL
 CQ1204  ___________________________________________________________________
 CQ1204* NAD 83(1986)-  32 38 04.     (N)    092 30 12.     (W)     SCALED    
 CQ1204* NAVD 88     -        49.332  (meters)     161.85   (feet)  ADJUSTED  
 CQ1204  ___________________________________________________________________
 CQ1204  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ1204  DYNAMIC HT  -          49.277 (meters)     161.67  (feet)  COMP
 CQ1204  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CQ1204
 CQ1204  VERT ORDER  -  SECOND    CLASS 0
 CQ1204
 CQ1204.The horizontal coordinates were scaled from a topographic map and have
 CQ1204.an estimated accuracy of +/- 6 seconds.
 CQ1204
 CQ1204.The orthometric height was determined by differential leveling
 CQ1204.and adjusted by the National Geodetic Survey in June 1991..
 CQ1204
 CQ1204.The geoid height was determined by GEOID03.
 CQ1204
 CQ1204.The dynamic height is computed by dividing the NAVD 88
 CQ1204.geopotential number by the normal gravity value computed on the
 CQ1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1204.degrees latitude (g = 980.6199 gals.).
 CQ1204
 CQ1204.The modeled gravity was interpolated from observed gravity values.
 CQ1204
 CQ1204;                    North         East    Units  Estimated Accuracy
 CQ1204;SPC LA N     -   236,660.      999,690.      MT  (+/- 180 meters Scaled)
 CQ1204
 CQ1204                          SUPERSEDED SURVEY CONTROL
 CQ1204
 CQ1204  NGVD 29 (??/??/??)   49.412  (m)          162.11   (f) ADJUSTED    2 0
 CQ1204
 CQ1204.Superseded values are not recommended for survey control.
 CQ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1204.See file dsdata.txt to determine how the superseded data were derived.
 CQ1204
 CQ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS465108(NAD 83)
 CQ1204_MARKER: DE = TRAVERSE STATION DISK
 CQ1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1204_STAMPING: 31V30 1968
 CQ1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1204+STABILITY: SURFACE MOTION
 CQ1204
 CQ1204  HISTORY     - Date     Condition        Report By
 CQ1204  HISTORY     - 1968     MONUMENTED       LADH
 CQ1204
 CQ1204                          STATION DESCRIPTION
 CQ1204
 CQ1204'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1204'12.4 MI NE FROM RUSTON.
 CQ1204'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1204'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1204'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 10.3 MILES,
 CQ1204'THENCE EAST ALONG STATE HIGHWAY 822 FOR 1.0 MILE TO THE MARK ON THE
 CQ1204'RIGHT.  IT IS 0.1 MILE WEST OF THE BOGGY BRANCH BRIDGE AND 0.2 MILE
 CQ1204'WEST OF THE INTERSECTION OF THE HIGHWAY AND LINCOLN PARISH ROAD NO.
 CQ1204'50.  IT IS 80 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST
 CQ1204'OF THE E. N. BRYANS WEST BOUNDRY FENCE, 340 FEET WEST OF THE
 CQ1204'CENTERLINE OF E. N. BRYANS DRIVEWAY, AND 2 FEET SOUTH OF A STEEL
 CQ1204'WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 31V30
 CQ1204'1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0291 ***********************************************************************
 CQ0291  DESIGNATION -  31 V 31 LADH
 CQ0291  PID         -  CQ0291
 CQ0291  STATE/COUNTY-  LA/LINCOLN
 CQ0291  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0291
 CQ0291                         *CURRENT SURVEY CONTROL
 CQ0291  ___________________________________________________________________
 CQ0291* NAD 83(1986)-  32 37 43.     (N)    092 29 31.     (W)     SCALED    
 CQ0291* NAVD 88     -        63.525  (meters)     208.41   (feet)  ADJUSTED  
 CQ0291  ___________________________________________________________________
 CQ0291  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0291  DYNAMIC HT  -          63.454 (meters)     208.18  (feet)  COMP
 CQ0291  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CQ0291
 CQ0291  VERT ORDER  -  SECOND    CLASS 0
 CQ0291
 CQ0291.The horizontal coordinates were scaled from a topographic map and have
 CQ0291.an estimated accuracy of +/- 6 seconds.
 CQ0291
 CQ0291.The orthometric height was determined by differential leveling
 CQ0291.and adjusted by the National Geodetic Survey in June 1991..
 CQ0291
 CQ0291.The geoid height was determined by GEOID03.
 CQ0291
 CQ0291.The dynamic height is computed by dividing the NAVD 88
 CQ0291.geopotential number by the normal gravity value computed on the
 CQ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0291.degrees latitude (g = 980.6199 gals.).
 CQ0291
 CQ0291.The modeled gravity was interpolated from observed gravity values.
 CQ0291
 CQ0291;                    North         East    Units  Estimated Accuracy
 CQ0291;SPC LA N     -   236,020.    1,000,760.      MT  (+/- 180 meters Scaled)
 CQ0291
 CQ0291                          SUPERSEDED SURVEY CONTROL
 CQ0291
 CQ0291  NGVD 29 (??/??/??)   63.604  (m)          208.67   (f) ADJUSTED    2 0
 CQ0291
 CQ0291.Superseded values are not recommended for survey control.
 CQ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0291.See file dsdata.txt to determine how the superseded data were derived.
 CQ0291
 CQ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS476102(NAD 83)
 CQ0291_MARKER: DE = TRAVERSE STATION DISK
 CQ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0291_STAMPING: 31V31 1968
 CQ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0291+STABILITY: SURFACE MOTION
 CQ0291
 CQ0291  HISTORY     - Date     Condition        Report By
 CQ0291  HISTORY     - 1968     MONUMENTED       LADH
 CQ0291  HISTORY     - 1968     GOOD             LADH
 CQ0291
 CQ0291                          STATION DESCRIPTION
 CQ0291
 CQ0291'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0291'13.2 MI NE FROM RUSTON.
 CQ0291'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0291'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0291'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 10.3 MILES,
 CQ0291'THENCE EAST ALONG STATE HIGHWAY 822 FOR 1.8 MILES TO THE MARK ON THE
 CQ0291'LEFT.  IT IS AT THE INTERSECTION OF THE HIGHWAY AND LINCOLN PARISH
 CQ0291'ROAD NO. 453.  IT IS 109 FEET NORTHEAST OF THE CENTERLINE OF THE
 CQ0291'HIGHWAY, 46 FEET EAST OF A SOUTHEAST BARN CORNER, 1 FOOT SOUTH OF A
 CQ0291'WIRE FENCE IN MRS. O. E. GRIFFINS WEST YARD, AND 2 FEET EAST OF A
 CQ0291'STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED
 CQ0291'31V31 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0292 ***********************************************************************
 CQ0292  DESIGNATION -  31 V 32 LADH
 CQ0292  PID         -  CQ0292
 CQ0292  STATE/COUNTY-  LA/LINCOLN
 CQ0292  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0292
 CQ0292                         *CURRENT SURVEY CONTROL
 CQ0292  ___________________________________________________________________
 CQ0292* NAD 83(1986)-  32 37 33.     (N)    092 28 29.     (W)     SCALED    
 CQ0292* NAVD 88     -        62.704  (meters)     205.72   (feet)  ADJUSTED  
 CQ0292  ___________________________________________________________________
 CQ0292  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0292  DYNAMIC HT  -          62.634 (meters)     205.49  (feet)  COMP
 CQ0292  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CQ0292
 CQ0292  VERT ORDER  -  SECOND    CLASS 0
 CQ0292
 CQ0292.The horizontal coordinates were scaled from a topographic map and have
 CQ0292.an estimated accuracy of +/- 6 seconds.
 CQ0292
 CQ0292.The orthometric height was determined by differential leveling
 CQ0292.and adjusted by the National Geodetic Survey in June 1991..
 CQ0292
 CQ0292.The geoid height was determined by GEOID03.
 CQ0292
 CQ0292.The dynamic height is computed by dividing the NAVD 88
 CQ0292.geopotential number by the normal gravity value computed on the
 CQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0292.degrees latitude (g = 980.6199 gals.).
 CQ0292
 CQ0292.The modeled gravity was interpolated from observed gravity values.
 CQ0292
 CQ0292;                    North         East    Units  Estimated Accuracy
 CQ0292;SPC LA N     -   235,710.    1,002,370.      MT  (+/- 180 meters Scaled)
 CQ0292
 CQ0292                          SUPERSEDED SURVEY CONTROL
 CQ0292
 CQ0292  NGVD 29 (??/??/??)   62.783  (m)          205.98   (f) ADJUSTED    2 0
 CQ0292
 CQ0292.Superseded values are not recommended for survey control.
 CQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0292.See file dsdata.txt to determine how the superseded data were derived.
 CQ0292
 CQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS492099(NAD 83)
 CQ0292_MARKER: DE = TRAVERSE STATION DISK
 CQ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0292_STAMPING: 31V32 1968
 CQ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0292+STABILITY: SURFACE MOTION
 CQ0292
 CQ0292  HISTORY     - Date     Condition        Report By
 CQ0292  HISTORY     - 1968     MONUMENTED       LADH
 CQ0292  HISTORY     - 1968     GOOD             LADH
 CQ0292
 CQ0292                          STATION DESCRIPTION
 CQ0292
 CQ0292'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0292'14.4 MI NE FROM RUSTON.
 CQ0292'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0292'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0292'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 10.3 MILES,
 CQ0292'THENCE EAST ALONG STATE HIGHWAY 822 FOR 3.0 MILES TO THE MARK ON THE
 CQ0292'LEFT.  IT IS 166 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 CQ0292'THE HIGHWAY AND LINCOLN PARISH ROAD NO. 452, 86 FEET NORTH OF THE
 CQ0292'CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A WIRE FENCE ON H. S.
 CQ0292'FUTRELLS PROPERTY, AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST.  IT
 CQ0292'IS A LDH AND C AND GS TRAVERSE DISK STAMPED 31V32 1968, SET IN THE TOP
 CQ0292'OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0293 ***********************************************************************
 CQ0293  DESIGNATION -  31 V 33 LADH
 CQ0293  PID         -  CQ0293
 CQ0293  STATE/COUNTY-  LA/LINCOLN
 CQ0293  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0293
 CQ0293                         *CURRENT SURVEY CONTROL
 CQ0293  ___________________________________________________________________
 CQ0293* NAD 83(1986)-  32 37 37.     (N)    092 27 34.     (W)     SCALED    
 CQ0293* NAVD 88     -        50.536  (meters)     165.80   (feet)  ADJUSTED  
 CQ0293  ___________________________________________________________________
 CQ0293  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0293  DYNAMIC HT  -          50.480 (meters)     165.62  (feet)  COMP
 CQ0293  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 CQ0293
 CQ0293  VERT ORDER  -  SECOND    CLASS 0
 CQ0293
 CQ0293.The horizontal coordinates were scaled from a topographic map and have
 CQ0293.an estimated accuracy of +/- 6 seconds.
 CQ0293
 CQ0293.The orthometric height was determined by differential leveling
 CQ0293.and adjusted by the National Geodetic Survey in June 1991..
 CQ0293
 CQ0293.The geoid height was determined by GEOID03.
 CQ0293
 CQ0293.The dynamic height is computed by dividing the NAVD 88
 CQ0293.geopotential number by the normal gravity value computed on the
 CQ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0293.degrees latitude (g = 980.6199 gals.).
 CQ0293
 CQ0293.The modeled gravity was interpolated from observed gravity values.
 CQ0293
 CQ0293;                    North         East    Units  Estimated Accuracy
 CQ0293;SPC LA N     -   235,830.    1,003,810.      MT  (+/- 180 meters Scaled)
 CQ0293
 CQ0293                          SUPERSEDED SURVEY CONTROL
 CQ0293
 CQ0293  NGVD 29 (??/??/??)   50.616  (m)          166.06   (f) ADJUSTED    2 0
 CQ0293
 CQ0293.Superseded values are not recommended for survey control.
 CQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0293.See file dsdata.txt to determine how the superseded data were derived.
 CQ0293
 CQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS507100(NAD 83)
 CQ0293_MARKER: DE = TRAVERSE STATION DISK
 CQ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0293_STAMPING: 31V33 1968
 CQ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0293+STABILITY: SURFACE MOTION
 CQ0293
 CQ0293  HISTORY     - Date     Condition        Report By
 CQ0293  HISTORY     - 1968     MONUMENTED       LADH
 CQ0293  HISTORY     - 1968     GOOD             LADH
 CQ0293
 CQ0293                          STATION DESCRIPTION
 CQ0293
 CQ0293'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0293'15.5 MI NE FROM RUSTON.
 CQ0293'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0293'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0293'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 10.3 MILES,
 CQ0293'THENCE EAST ALONG STATE HIGHWAY 822 FOR 4.1 MILES TO THE MARK ON THE
 CQ0293'RIGHT.  IT IS 3.1 MILES WEST OF DOWNSVILLE.  IT IS 62 FEET SOUTH OF
 CQ0293'THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF THE O. L. TRAYLOR, JR.S
 CQ0293'EAST BOUNDRY FENCE, 143 FEET SOUTHWEST OF JOHN MAXWELL FARM POND
 CQ0293'SPILLWAY, AND 1 1/2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS A LDH
 CQ0293'AND C AND GS TRAVERSE DISK STAMPED 31V33 1968, SET IN THE TOP OF A
 CQ0293'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0294 ***********************************************************************
 CQ0294  DESIGNATION -  31 V 34 LADH
 CQ0294  PID         -  CQ0294
 CQ0294  STATE/COUNTY-  LA/LINCOLN
 CQ0294  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0294
 CQ0294                         *CURRENT SURVEY CONTROL
 CQ0294  ___________________________________________________________________
 CQ0294* NAD 83(1986)-  32 37 20.     (N)    092 26 44.     (W)     SCALED    
 CQ0294* NAVD 88     -        58.177  (meters)     190.87   (feet)  ADJUSTED  
 CQ0294  ___________________________________________________________________
 CQ0294  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0294  DYNAMIC HT  -          58.112 (meters)     190.66  (feet)  COMP
 CQ0294  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 CQ0294
 CQ0294  VERT ORDER  -  SECOND    CLASS 0
 CQ0294
 CQ0294.The horizontal coordinates were scaled from a topographic map and have
 CQ0294.an estimated accuracy of +/- 6 seconds.
 CQ0294
 CQ0294.The orthometric height was determined by differential leveling
 CQ0294.and adjusted by the National Geodetic Survey in June 1991..
 CQ0294
 CQ0294.The geoid height was determined by GEOID03.
 CQ0294
 CQ0294.The dynamic height is computed by dividing the NAVD 88
 CQ0294.geopotential number by the normal gravity value computed on the
 CQ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0294.degrees latitude (g = 980.6199 gals.).
 CQ0294
 CQ0294.The modeled gravity was interpolated from observed gravity values.
 CQ0294
 CQ0294;                    North         East    Units  Estimated Accuracy
 CQ0294;SPC LA N     -   235,310.    1,005,110.      MT  (+/- 180 meters Scaled)
 CQ0294
 CQ0294                          SUPERSEDED SURVEY CONTROL
 CQ0294
 CQ0294  NGVD 29 (??/??/??)   58.257  (m)          191.13   (f) ADJUSTED    2 0
 CQ0294
 CQ0294.Superseded values are not recommended for survey control.
 CQ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0294.See file dsdata.txt to determine how the superseded data were derived.
 CQ0294
 CQ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS520095(NAD 83)
 CQ0294_MARKER: DE = TRAVERSE STATION DISK
 CQ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0294_STAMPING: 31V34 1968
 CQ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0294+STABILITY: SURFACE MOTION
 CQ0294
 CQ0294  HISTORY     - Date     Condition        Report By
 CQ0294  HISTORY     - 1968     MONUMENTED       LADH
 CQ0294  HISTORY     - 1968     GOOD             LADH
 CQ0294  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0294
 CQ0294                          STATION DESCRIPTION
 CQ0294
 CQ0294'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0294'16.4 MI NE FROM RUSTON.
 CQ0294'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0294'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0294'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 10.3 MILES,
 CQ0294'THENCE EAST ALONG STATE HIGHWAY 822 FOR 5.0 MILES TO THE MARK ON THE
 CQ0294'RIGHT.  IT IS 2.2 MILES WEST OF DOWNSVILLE.  IT IS 69 FEET SOUTH OF
 CQ0294'THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A WIRE FENCE ON W. L.
 CQ0294'FARMERS PROPERTY, 207 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF JOHN
 CQ0294'FARMERS HOUSE, AND 1 1/2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS A
 CQ0294'LDH AND C AND GS TRAVERSE DISK STAMPED 31V34 1968, SET IN THE TOP OF A
 CQ0294'CONCRETE POST PROJECTING 4-INCHES.
 CQ0294
 CQ0294                          STATION RECOVERY (1977)
 CQ0294
 CQ0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0295 ***********************************************************************
 CQ0295  DESIGNATION -  31 V 35 LADH
 CQ0295  PID         -  CQ0295
 CQ0295  STATE/COUNTY-  LA/LINCOLN
 CQ0295  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0295
 CQ0295                         *CURRENT SURVEY CONTROL
 CQ0295  ___________________________________________________________________
 CQ0295* NAD 83(1986)-  32 37 08.     (N)    092 25 51.     (W)     SCALED    
 CQ0295* NAVD 88     -        63.821  (meters)     209.39   (feet)  ADJUSTED  
 CQ0295  ___________________________________________________________________
 CQ0295  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0295  DYNAMIC HT  -          63.750 (meters)     209.15  (feet)  COMP
 CQ0295  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CQ0295
 CQ0295  VERT ORDER  -  SECOND    CLASS 0
 CQ0295
 CQ0295.The horizontal coordinates were scaled from a topographic map and have
 CQ0295.an estimated accuracy of +/- 6 seconds.
 CQ0295
 CQ0295.The orthometric height was determined by differential leveling
 CQ0295.and adjusted by the National Geodetic Survey in June 1991..
 CQ0295
 CQ0295.The geoid height was determined by GEOID03.
 CQ0295
 CQ0295.The dynamic height is computed by dividing the NAVD 88
 CQ0295.geopotential number by the normal gravity value computed on the
 CQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0295.degrees latitude (g = 980.6199 gals.).
 CQ0295
 CQ0295.The modeled gravity was interpolated from observed gravity values.
 CQ0295
 CQ0295;                    North         East    Units  Estimated Accuracy
 CQ0295;SPC LA N     -   234,940.    1,006,490.      MT  (+/- 180 meters Scaled)
 CQ0295
 CQ0295                          SUPERSEDED SURVEY CONTROL
 CQ0295
 CQ0295  NGVD 29 (??/??/??)   63.901  (m)          209.65   (f) ADJUSTED    2 0
 CQ0295
 CQ0295.Superseded values are not recommended for survey control.
 CQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0295.See file dsdata.txt to determine how the superseded data were derived.
 CQ0295
 CQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS533091(NAD 83)
 CQ0295_MARKER: DE = TRAVERSE STATION DISK
 CQ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0295_STAMPING: 31V35 1968
 CQ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0295+STABILITY: SURFACE MOTION
 CQ0295
 CQ0295  HISTORY     - Date     Condition        Report By
 CQ0295  HISTORY     - 1968     MONUMENTED       LADH
 CQ0295  HISTORY     - 1968     GOOD             LADH
 CQ0295
 CQ0295                          STATION DESCRIPTION
 CQ0295
 CQ0295'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0295'17.6 MI NE FROM RUSTON.
 CQ0295'LOCATED 0.3 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ0295'COURTHOUSE IN RUSTON, THENCE EAST ALONG U.S. HIGHWAY 80 FOR 0.8 MILES,
 CQ0295'THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 10.3 MILES, THENCE EAST
 CQ0295'ALONG STATE HIGHWAY 822 FOR 6.2 MILES TO THE MARK ON THE RIGHT. IT IS
 CQ0295'1.0 MILE SOUTHWEST OF DOWNSVILLE.  IT IS 100 FEET SOUTH OF THE
 CQ0295'CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A WIRE FENCE, 117 FEET
 CQ0295'NORTHWEST OF THE NORTHWEST CORNER OF THE A.C. MILLER HOUSE, AND 1 1/2
 CQ0295'FEET SOUTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE
 CQ0295'DISK STAMPED 31V35 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0295'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0310 ***********************************************************************
 CQ0310  DESIGNATION -  31 V 36 LADH
 CQ0310  PID         -  CQ0310
 CQ0310  STATE/COUNTY-  LA/LINCOLN
 CQ0310  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0310
 CQ0310                         *CURRENT SURVEY CONTROL
 CQ0310  ___________________________________________________________________
 CQ0310* NAD 83(1986)-  32 40 05.     (N)    092 27 39.     (W)     SCALED    
 CQ0310* NAVD 88     -        54.29   (+/-2cm)     178.1    (feet)  VERTCON   
 CQ0310  ___________________________________________________________________
 CQ0310  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0310
 CQ0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0310
 CQ0310.The horizontal coordinates were scaled from a topographic map and have
 CQ0310.an estimated accuracy of +/- 6 seconds.
 CQ0310
 CQ0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0310.The vertical order pertains to the NGVD 29 superseded value.
 CQ0310
 CQ0310.The geoid height was determined by GEOID03.
 CQ0310
 CQ0310;                    North         East    Units  Estimated Accuracy
 CQ0310;SPC LA N     -   240,390.    1,003,670.      MT  (+/- 180 meters Scaled)
 CQ0310
 CQ0310                          SUPERSEDED SURVEY CONTROL
 CQ0310
 CQ0310  NGVD 29 (??/??/??)   54.376  (m)          178.40   (f) ADJUSTED    2 0
 CQ0310
 CQ0310.Superseded values are not recommended for survey control.
 CQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0310.See file dsdata.txt to determine how the superseded data were derived.
 CQ0310
 CQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS505146(NAD 83)
 CQ0310_MARKER: DE = TRAVERSE STATION DISK
 CQ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0310_STAMPING: 31V36 1968
 CQ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0310+STABILITY: SURFACE MOTION
 CQ0310
 CQ0310  HISTORY     - Date     Condition        Report By
 CQ0310  HISTORY     - 1968     MONUMENTED       LADH
 CQ0310  HISTORY     - 1968     GOOD             LADH
 CQ0310
 CQ0310                          STATION DESCRIPTION
 CQ0310
 CQ0310'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0310'16.1 MI NE FROM RUSTON.
 CQ0310'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0310'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0310'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 14.1 MILES,
 CQ0310'THENCE SOUTHEAST ALONG STATE HIGHWAY 151 FOR 0.9 MILES TO THE MARK ON
 CQ0310'THE RIGHT.  IT IS 69 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1
 CQ0310'FOOT EAST OF A FENCE ON RAYMOND MOBLEYS PROPERTY, 39 FEET SOUTH OF A
 CQ0310'FENCE CORNER, AND 1 FOOT EAST OF A STEEL WITNESS POST.  IT IS A LDH
 CQ0310'AND C AND GS TRAVERSE DISK STAMPED 31V36 1968, SET IN THE TOP OF A
 CQ0310'CONCRETE POST PROJECTING 4-INCHES.  NOTE-- IT IS LOCATED 1.7 MILES
 CQ0310'SOUTHEAST OF BM 56V1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0311 ***********************************************************************
 CQ0311  DESIGNATION -  31 V 37 LADH
 CQ0311  PID         -  CQ0311
 CQ0311  STATE/COUNTY-  LA/LINCOLN
 CQ0311  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0311
 CQ0311                         *CURRENT SURVEY CONTROL
 CQ0311  ___________________________________________________________________
 CQ0311* NAD 83(1986)-  32 39 35.     (N)    092 26 54.     (W)     SCALED    
 CQ0311* NAVD 88     -        51.28   (+/-2cm)     168.2    (feet)  VERTCON   
 CQ0311  ___________________________________________________________________
 CQ0311  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0311
 CQ0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0311
 CQ0311.The horizontal coordinates were scaled from a topographic map and have
 CQ0311.an estimated accuracy of +/- 6 seconds.
 CQ0311
 CQ0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0311.The vertical order pertains to the NGVD 29 superseded value.
 CQ0311
 CQ0311.The geoid height was determined by GEOID03.
 CQ0311
 CQ0311;                    North         East    Units  Estimated Accuracy
 CQ0311;SPC LA N     -   239,470.    1,004,850.      MT  (+/- 180 meters Scaled)
 CQ0311
 CQ0311                          SUPERSEDED SURVEY CONTROL
 CQ0311
 CQ0311  NGVD 29 (??/??/??)   51.363  (m)          168.51   (f) ADJUSTED    2 0
 CQ0311
 CQ0311.Superseded values are not recommended for survey control.
 CQ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0311.See file dsdata.txt to determine how the superseded data were derived.
 CQ0311
 CQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS517136(NAD 83)
 CQ0311_MARKER: DE = TRAVERSE STATION DISK
 CQ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0311_STAMPING: 31V37 1968
 CQ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0311+STABILITY: SURFACE MOTION
 CQ0311
 CQ0311  HISTORY     - Date     Condition        Report By
 CQ0311  HISTORY     - 1968     MONUMENTED       LADH
 CQ0311  HISTORY     - 1968     GOOD             LADH
 CQ0311
 CQ0311                          STATION DESCRIPTION
 CQ0311
 CQ0311'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0311'17.1 MI NE FROM RUSTON.
 CQ0311'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0311'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0311'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 14.1 MILES,
 CQ0311'THENCE SOUTHEAST ALONG STATE HIGHWAY 151 FOR 1.9 MILES TO THE MARK ON
 CQ0311'THE LEFT.  IT IS 91 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 CQ0311'EAST OF A WIRE FENCE, 103 FEET NORTHWEST OF THE NORTHWEST CORNER OF R.
 CQ0311'R. QUARLES HOUSE, AND 2 FEET EAST OF A STEEL WITNESS POST.  IT IS A
 CQ0311'LDH AND C AND GS TRAVERSE DISK STAMPED 31V37 1968, SET IN THE TOP OF A
 CQ0311'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0312 ***********************************************************************
 CQ0312  DESIGNATION -  31 V 38 LADH
 CQ0312  PID         -  CQ0312
 CQ0312  STATE/COUNTY-  LA/LINCOLN
 CQ0312  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0312
 CQ0312                         *CURRENT SURVEY CONTROL
 CQ0312  ___________________________________________________________________
 CQ0312* NAD 83(1986)-  32 39 18.     (N)    092 26 23.     (W)     SCALED    
 CQ0312* NAVD 88     -        60.74   (+/-2cm)     199.3    (feet)  VERTCON   
 CQ0312  ___________________________________________________________________
 CQ0312  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0312
 CQ0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0312
 CQ0312.The horizontal coordinates were scaled from a topographic map and have
 CQ0312.an estimated accuracy of +/- 6 seconds.
 CQ0312
 CQ0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0312.The vertical order pertains to the NGVD 29 superseded value.
 CQ0312
 CQ0312.The geoid height was determined by GEOID03.
 CQ0312
 CQ0312;                    North         East    Units  Estimated Accuracy
 CQ0312;SPC LA N     -   238,950.    1,005,660.      MT  (+/- 180 meters Scaled)
 CQ0312
 CQ0312                          SUPERSEDED SURVEY CONTROL
 CQ0312
 CQ0312  NGVD 29 (??/??/??)   60.819  (m)          199.54   (f) ADJUSTED    2 0
 CQ0312
 CQ0312.Superseded values are not recommended for survey control.
 CQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0312.See file dsdata.txt to determine how the superseded data were derived.
 CQ0312
 CQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS525131(NAD 83)
 CQ0312_MARKER: DE = TRAVERSE STATION DISK
 CQ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0312_STAMPING: 31V38 1968
 CQ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0312+STABILITY: SURFACE MOTION
 CQ0312
 CQ0312  HISTORY     - Date     Condition        Report By
 CQ0312  HISTORY     - 1968     MONUMENTED       LADH
 CQ0312  HISTORY     - 1968     GOOD             LADH
 CQ0312
 CQ0312                          STATION DESCRIPTION
 CQ0312
 CQ0312'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0312'17.8 MI NE FROM RUSTON.
 CQ0312'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0312'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0312'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 14.1 MILES,
 CQ0312'THENCE SOUTHEAST ALONG STATE HIGHWAY 151 FOR 2.6 MILES TO THE MARK ON
 CQ0312'THE RIGHT.  IT IS AT THE INTERSECTION OF LINCOLN PARISH ROAD NO. 54
 CQ0312'(BETHEL METHODIST CHURCH ROAD) AND STATE HIGHWAY 151.  IT IS 61 FEET
 CQ0312'SOUTH OF THE CENTERLINE OF THE HIGHWAY ON W. S. HESTER ESTATE, 198
 CQ0312'FEET WEST OF THE CENTER OF A 24-INCH CONCRETE CULVERT UNDER THE
 CQ0312'HIGHWAY, 493 FEET WEST OF A ROCK CHIMNEY AT A NEGRO HOUSE, AND 1 1/2
 CQ0312'FEET SOUTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE
 CQ0312'DISK STAMPED 31V38 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0312'4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0313 ***********************************************************************
 CQ0313  DESIGNATION -  31 V 39 LADH
 CQ0313  PID         -  CQ0313
 CQ0313  STATE/COUNTY-  LA/LINCOLN
 CQ0313  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0313
 CQ0313                         *CURRENT SURVEY CONTROL
 CQ0313  ___________________________________________________________________
 CQ0313* NAD 83(1986)-  32 38 36.     (N)    092 25 59.     (W)     SCALED    
 CQ0313* NAVD 88     -        71.55   (+/-2cm)     234.7    (feet)  VERTCON   
 CQ0313  ___________________________________________________________________
 CQ0313  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0313
 CQ0313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0313
 CQ0313.The horizontal coordinates were scaled from a topographic map and have
 CQ0313.an estimated accuracy of +/- 6 seconds.
 CQ0313
 CQ0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0313.The vertical order pertains to the NGVD 29 superseded value.
 CQ0313
 CQ0313.The geoid height was determined by GEOID03.
 CQ0313
 CQ0313;                    North         East    Units  Estimated Accuracy
 CQ0313;SPC LA N     -   237,650.    1,006,280.      MT  (+/- 180 meters Scaled)
 CQ0313
 CQ0313                          SUPERSEDED SURVEY CONTROL
 CQ0313
 CQ0313  NGVD 29 (??/??/??)   71.627  (m)          235.00   (f) ADJUSTED    2 0
 CQ0313
 CQ0313.Superseded values are not recommended for survey control.
 CQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0313.See file dsdata.txt to determine how the superseded data were derived.
 CQ0313
 CQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS531118(NAD 83)
 CQ0313_MARKER: DE = TRAVERSE STATION DISK
 CQ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0313_STAMPING: 31V39 1968
 CQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0313+STABILITY: SURFACE MOTION
 CQ0313
 CQ0313  HISTORY     - Date     Condition        Report By
 CQ0313  HISTORY     - 1968     MONUMENTED       LADH
 CQ0313  HISTORY     - 1968     GOOD             LADH
 CQ0313
 CQ0313                          STATION DESCRIPTION
 CQ0313
 CQ0313'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0313'18.8 MI NE FROM RUSTON.
 CQ0313'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0313'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0313'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 14.1 MILES,
 CQ0313'THENCE SOUTHEAST ALONG STATE HIGHWAY 151 FOR 3.6 MILES TO THE MARK ON
 CQ0313'THE LEFT.  IT IS 51 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9
 CQ0313'FEET SOUTH OF A 24-INCH WALNUT TREE, 83 FEET SOUTHWEST OF A SOUTHWEST
 CQ0313'BARN CORNER, 148 FEET NORTHEAST OF THE NORTHEAST CORNER OF H. O.
 CQ0313'HAMMONDS HOUSE, AND 2 FEET EAST OF A STEEL WITNESS POST.  IT IS A LDH
 CQ0313'AND C AND GS TRAVERSE DISK STAMPED 31V39 1968, SET IN THE TOP OF A
 CQ0313'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1188 ***********************************************************************
 CQ1188  DESIGNATION -  31 V 4 LADH
 CQ1188  PID         -  CQ1188
 CQ1188  STATE/COUNTY-  LA/LINCOLN
 CQ1188  USGS QUAD   -  RUSTON EAST (1994)
 CQ1188
 CQ1188                         *CURRENT SURVEY CONTROL
 CQ1188  ___________________________________________________________________
 CQ1188* NAD 83(1986)-  32 37 09.     (N)    092 33 26.     (W)     SCALED    
 CQ1188* NAVD 88     -        66.371  (meters)     217.75   (feet)  ADJUSTED  
 CQ1188  ___________________________________________________________________
 CQ1188  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1188  DYNAMIC HT  -          66.297 (meters)     217.51  (feet)  COMP
 CQ1188  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 CQ1188
 CQ1188  VERT ORDER  -  SECOND    CLASS 0
 CQ1188
 CQ1188.The horizontal coordinates were scaled from a topographic map and have
 CQ1188.an estimated accuracy of +/- 6 seconds.
 CQ1188
 CQ1188.The orthometric height was determined by differential leveling
 CQ1188.and adjusted by the National Geodetic Survey in June 1991..
 CQ1188
 CQ1188.The geoid height was determined by GEOID03.
 CQ1188
 CQ1188.The dynamic height is computed by dividing the NAVD 88
 CQ1188.geopotential number by the normal gravity value computed on the
 CQ1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1188.degrees latitude (g = 980.6199 gals.).
 CQ1188
 CQ1188.The modeled gravity was interpolated from observed gravity values.
 CQ1188
 CQ1188;                    North         East    Units  Estimated Accuracy
 CQ1188;SPC LA N     -   234,970.      994,630.      MT  (+/- 180 meters Scaled)
 CQ1188
 CQ1188                          SUPERSEDED SURVEY CONTROL
 CQ1188
 CQ1188  NGVD 29 (??/??/??)   66.453  (m)          218.02   (f) ADJUSTED    2 0
 CQ1188
 CQ1188.Superseded values are not recommended for survey control.
 CQ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1188.See file dsdata.txt to determine how the superseded data were derived.
 CQ1188
 CQ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS415091(NAD 83)
 CQ1188_MARKER: DE = TRAVERSE STATION DISK
 CQ1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1188_STAMPING: 31V4 1967
 CQ1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1188+STABILITY: SURFACE MOTION
 CQ1188
 CQ1188  HISTORY     - Date     Condition        Report By
 CQ1188  HISTORY     - 1967     MONUMENTED       LADH
 CQ1188  HISTORY     - 1969     GOOD             LADH
 CQ1188
 CQ1188                          STATION DESCRIPTION
 CQ1188
 CQ1188'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1188'8.7 MI NE FROM RUSTON.
 CQ1188'LOCATED 0.8 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1188'COURTHOUSE IN RUSTON, THENCE EAST ALONG INTERSTATE HIGHWAY 20 FOR 1.2
 CQ1188'MILES, THENCE NORTH ALONG STATE HIGHWAY LA. 33 FOR 6.7 MILES TO THE
 CQ1188'MARK ON THE RIGHT.  IT IS 66 FEET EAST OF THE CENTERLINE OF THE
 CQ1188'HIGHWAY, 84 FEET SOUTH OF A SOUTHWEST HOUSE CORNER AND 4 FEET WEST OF
 CQ1188'A SOUTHWEST BARN CORNER.  IT IS 0.2 MILE NORTHEAST OF THE INTERSECTION
 CQ1188'OF STATE HIGHWAY LA. 33 AND STATE HIGHWAY LA. 822 AND 3 FEET NORTH OF
 CQ1188'A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED
 CQ1188'31V4 1967 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ1188'SECTION 22, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0314 ***********************************************************************
 CQ0314  DESIGNATION -  31 V 40 LADH
 CQ0314  PID         -  CQ0314
 CQ0314  STATE/COUNTY-  LA/LINCOLN
 CQ0314  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0314
 CQ0314                         *CURRENT SURVEY CONTROL
 CQ0314  ___________________________________________________________________
 CQ0314* NAD 83(1986)-  32 38 02.     (N)    092 25 12.     (W)     SCALED    
 CQ0314* NAVD 88     -        62.45   (+/-2cm)     204.9    (feet)  VERTCON   
 CQ0314  ___________________________________________________________________
 CQ0314  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0314
 CQ0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0314
 CQ0314.The horizontal coordinates were scaled from a topographic map and have
 CQ0314.an estimated accuracy of +/- 6 seconds.
 CQ0314
 CQ0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0314.The vertical order pertains to the NGVD 29 superseded value.
 CQ0314
 CQ0314.The geoid height was determined by GEOID03.
 CQ0314
 CQ0314;                    North         East    Units  Estimated Accuracy
 CQ0314;SPC LA N     -   236,610.    1,007,510.      MT  (+/- 180 meters Scaled)
 CQ0314
 CQ0314                          SUPERSEDED SURVEY CONTROL
 CQ0314
 CQ0314  NGVD 29 (??/??/??)   62.531  (m)          205.15   (f) ADJUSTED    2 0
 CQ0314
 CQ0314.Superseded values are not recommended for survey control.
 CQ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0314.See file dsdata.txt to determine how the superseded data were derived.
 CQ0314
 CQ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS544108(NAD 83)
 CQ0314_MARKER: DE = TRAVERSE STATION DISK
 CQ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0314_STAMPING: 31V40 1968
 CQ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0314+STABILITY: SURFACE MOTION
 CQ0314
 CQ0314  HISTORY     - Date     Condition        Report By
 CQ0314  HISTORY     - 1968     MONUMENTED       LADH
 CQ0314  HISTORY     - 1968     GOOD             LADH
 CQ0314
 CQ0314                          STATION DESCRIPTION
 CQ0314
 CQ0314'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0314'19.9 MI NE FROM RUSTON.
 CQ0314'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0314'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0314'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 14.1 MILES,
 CQ0314'THENCE SOUTHEAST ALONG STATE HIGHWAY 151 FOR 4.7 MILES TO THE MARK ON
 CQ0314'THE LEFT.  IT IS 0.5 MILES NORTHWEST OF DOWNSVILLE.  IT IS 62 FEET
 CQ0314'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF C. A.
 CQ0314'WHITES WEST BOUNDRY FENCE, 374 FEET EAST OF THE CENTER OF A 30-INCH
 CQ0314'CONCRETE CULVERT PIPE UNDER THE HIGHWAY, AND 1 1/2 FEET NORTH OF A
 CQ0314'STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED
 CQ0314'31V40 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0314'NOTE-- IT IS 0.5 MILES NORTHWEST OF BM 56V12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1046 ***********************************************************************
 CQ1046  DESIGNATION -  31 V 41 LADH
 CQ1046  PID         -  CQ1046
 CQ1046  STATE/COUNTY-  LA/LINCOLN
 CQ1046  USGS QUAD   -  RUSTON WEST (1994)
 CQ1046
 CQ1046                         *CURRENT SURVEY CONTROL
 CQ1046  ___________________________________________________________________
 CQ1046* NAD 83(1986)-  32 33 09.     (N)    092 38 26.     (W)     SCALED    
 CQ1046* NAVD 88     -        84.616  (meters)     277.61   (feet)  ADJUSTED  
 CQ1046  ___________________________________________________________________
 CQ1046  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1046  DYNAMIC HT  -          84.521 (meters)     277.30  (feet)  COMP
 CQ1046  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CQ1046
 CQ1046  VERT ORDER  -  SECOND    CLASS 0
 CQ1046
 CQ1046.The horizontal coordinates were scaled from a topographic map and have
 CQ1046.an estimated accuracy of +/- 6 seconds.
 CQ1046
 CQ1046.The orthometric height was determined by differential leveling
 CQ1046.and adjusted by the National Geodetic Survey in June 1991..
 CQ1046
 CQ1046.The geoid height was determined by GEOID03.
 CQ1046
 CQ1046.The dynamic height is computed by dividing the NAVD 88
 CQ1046.geopotential number by the normal gravity value computed on the
 CQ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1046.degrees latitude (g = 980.6199 gals.).
 CQ1046
 CQ1046.The modeled gravity was interpolated from observed gravity values.
 CQ1046
 CQ1046;                    North         East    Units  Estimated Accuracy
 CQ1046;SPC LA N     -   227,590.      986,800.      MT  (+/- 180 meters Scaled)
 CQ1046
 CQ1046                          SUPERSEDED SURVEY CONTROL
 CQ1046
 CQ1046  NGVD 29 (??/??/??)   84.689  (m)          277.85   (f) ADJUSTED    2 0
 CQ1046
 CQ1046.Superseded values are not recommended for survey control.
 CQ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1046.See file dsdata.txt to determine how the superseded data were derived.
 CQ1046
 CQ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS337017(NAD 83)
 CQ1046_MARKER: DD = SURVEY DISK
 CQ1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1046_STAMPING: 31V41 1968
 CQ1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1046+STABILITY: SURFACE MOTION
 CQ1046
 CQ1046  HISTORY     - Date     Condition        Report By
 CQ1046  HISTORY     - 1968     MONUMENTED       LADH
 CQ1046
 CQ1046                          STATION DESCRIPTION
 CQ1046
 CQ1046'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1046'1.8 MI N FROM RUSTON.
 CQ1046'LOCATED 1.8 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1046'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE LEFT.  IT IS 152 FEET
 CQ1046'WEST OF THE CENTERLINE OF THE HIGHWAY, 133 FEET SOUTHEAST OF THE
 CQ1046'INTERSECTION OF THE TOMALODGE DRIVEWAY AND U. S. HIGHWAY 167 AND 108
 CQ1046'FEET SOUTH OF THE CENTERLINE OF THE TOMALODGE DRIVEWAY.  IT IS ON T.
 CQ1046'L. JAMES PROPERTY AND 2 FEET WEST OF A STEEL WITNESS POST.  IT IS A
 CQ1046'LDH AND C AND GS B. M. DISK STAMPED 31V41 1968 AND SET IN THE TOP OF A
 CQ1046'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 14, T 18N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1047 ***********************************************************************
 CQ1047  DESIGNATION -  31 V 42 LADH
 CQ1047  PID         -  CQ1047
 CQ1047  STATE/COUNTY-  LA/LINCOLN
 CQ1047  USGS QUAD   -  RUSTON WEST (1994)
 CQ1047
 CQ1047                         *CURRENT SURVEY CONTROL
 CQ1047  ___________________________________________________________________
 CQ1047* NAD 83(1986)-  32 33 50.     (N)    092 38 31.     (W)     SCALED    
 CQ1047* NAVD 88     -        76.642  (meters)     251.45   (feet)  ADJUSTED  
 CQ1047  ___________________________________________________________________
 CQ1047  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1047  DYNAMIC HT  -          76.557 (meters)     251.17  (feet)  COMP
 CQ1047  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CQ1047
 CQ1047  VERT ORDER  -  SECOND    CLASS 0
 CQ1047
 CQ1047.The horizontal coordinates were scaled from a topographic map and have
 CQ1047.an estimated accuracy of +/- 6 seconds.
 CQ1047
 CQ1047.The orthometric height was determined by differential leveling
 CQ1047.and adjusted by the National Geodetic Survey in June 1991..
 CQ1047
 CQ1047.The geoid height was determined by GEOID03.
 CQ1047
 CQ1047.The dynamic height is computed by dividing the NAVD 88
 CQ1047.geopotential number by the normal gravity value computed on the
 CQ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1047.degrees latitude (g = 980.6199 gals.).
 CQ1047
 CQ1047.The modeled gravity was interpolated from observed gravity values.
 CQ1047
 CQ1047;                    North         East    Units  Estimated Accuracy
 CQ1047;SPC LA N     -   228,850.      986,670.      MT  (+/- 180 meters Scaled)
 CQ1047
 CQ1047                          SUPERSEDED SURVEY CONTROL
 CQ1047
 CQ1047  NGVD 29 (??/??/??)   76.717  (m)          251.70   (f) ADJUSTED    2 0
 CQ1047
 CQ1047.Superseded values are not recommended for survey control.
 CQ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1047.See file dsdata.txt to determine how the superseded data were derived.
 CQ1047
 CQ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS336029(NAD 83)
 CQ1047_MARKER: DD = SURVEY DISK
 CQ1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1047_STAMPING: 31V42 1968
 CQ1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1047+STABILITY: SURFACE MOTION
 CQ1047
 CQ1047  HISTORY     - Date     Condition        Report By
 CQ1047  HISTORY     - 1968     MONUMENTED       LADH
 CQ1047  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1047
 CQ1047                          STATION DESCRIPTION
 CQ1047
 CQ1047'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1047'2.6 MI N FROM RUSTON.
 CQ1047'LOCATED 2.6 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1047'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT IN SECTION 11,
 CQ1047'T18N, R3W.  IT IS 158 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12
 CQ1047'FEET EAST OF A 24-INCH PINE TREE AND 5 FEET SOUTHEAST OF A 8-INCH
 CQ1047'BLACK GUM TREE.  IT IS AT THE NORTH BOUNDRY OF JAKE SPEARS PROPERTY
 CQ1047'AND 2 FEET EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B.
 CQ1047'M. DISK STAMPED 31V42 1968 AND SET IN THE TOP OF A CONCRETE POST
 CQ1047'PROJECTING 4-INCHES.
 CQ1047
 CQ1047                          STATION RECOVERY (1982)
 CQ1047
 CQ1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1048 ***********************************************************************
 CQ1048  DESIGNATION -  31 V 43 LADH
 CQ1048  PID         -  CQ1048
 CQ1048  STATE/COUNTY-  LA/LINCOLN
 CQ1048  USGS QUAD   -  RUSTON WEST (1994)
 CQ1048
 CQ1048                         *CURRENT SURVEY CONTROL
 CQ1048  ___________________________________________________________________
 CQ1048* NAD 83(1986)-  32 34 33.     (N)    092 38 39.     (W)     SCALED    
 CQ1048* NAVD 88     -        79.967  (meters)     262.36   (feet)  ADJUSTED  
 CQ1048  ___________________________________________________________________
 CQ1048  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ1048  DYNAMIC HT  -          79.878 (meters)     262.07  (feet)  COMP
 CQ1048  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 CQ1048
 CQ1048  VERT ORDER  -  SECOND    CLASS 0
 CQ1048
 CQ1048.The horizontal coordinates were scaled from a topographic map and have
 CQ1048.an estimated accuracy of +/- 6 seconds.
 CQ1048
 CQ1048.The orthometric height was determined by differential leveling
 CQ1048.and adjusted by the National Geodetic Survey in June 1991..
 CQ1048
 CQ1048.The geoid height was determined by GEOID03.
 CQ1048
 CQ1048.The dynamic height is computed by dividing the NAVD 88
 CQ1048.geopotential number by the normal gravity value computed on the
 CQ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1048.degrees latitude (g = 980.6199 gals.).
 CQ1048
 CQ1048.The modeled gravity was interpolated from observed gravity values.
 CQ1048
 CQ1048;                    North         East    Units  Estimated Accuracy
 CQ1048;SPC LA N     -   230,170.      986,460.      MT  (+/- 180 meters Scaled)
 CQ1048
 CQ1048                          SUPERSEDED SURVEY CONTROL
 CQ1048
 CQ1048  NGVD 29 (??/??/??)   80.042  (m)          262.60   (f) ADJUSTED    2 0
 CQ1048
 CQ1048.Superseded values are not recommended for survey control.
 CQ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1048.See file dsdata.txt to determine how the superseded data were derived.
 CQ1048
 CQ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS333043(NAD 83)
 CQ1048_MARKER: DD = SURVEY DISK
 CQ1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1048_STAMPING: 31V43 1968
 CQ1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1048+STABILITY: SURFACE MOTION
 CQ1048
 CQ1048  HISTORY     - Date     Condition        Report By
 CQ1048  HISTORY     - 1968     MONUMENTED       LADH
 CQ1048  HISTORY     - 20040131 GOOD             USPSQD
 CQ1048
 CQ1048                          STATION DESCRIPTION
 CQ1048
 CQ1048'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1048'3.4 MI N FROM RUSTON.
 CQ1048'LOCATED 3.4 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1048'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT.  IT IS DIRECTLY
 CQ1048'ACROSS THE HIGHWAY FROM THE ALEX PEDEN ANTIQUE SHOP.  IT IS 140 FEET
 CQ1048'EAST OF THE CENTERLINE OF THE HIGHWAY, 59 FEET SOUTHEAST OF THE CENTER
 CQ1048'OF A STEEL CATTLE GUARD, 28 FEET SOUTH OF THE CENTERLINE OF A DIRT OIL
 CQ1048'WELL ACCESS ROAD, 4 FEET WEST OF A 12-INCH SWEET GUM TREE, 1 FOOT
 CQ1048'SOUTH OF A FENCE AND 1 FOOT EAST OF A STEEL WITNESS POST.  IT IS A LDH
 CQ1048'AND C AND GS B. M. DISK STAMPED 31V43 1968 AND SET IN THE TOP OF A
 CQ1048'CONCRETE POST PROJECTING 4-INCHES.  SECTION 2, T 18N, R 3W.
 CQ1048
 CQ1048                          STATION RECOVERY (2004)
 CQ1048
 CQ1048'RECOVERY NOTE BY US POWER SQUADRON 2004 (THC)
 CQ1048'ALEX PEDEN ANTIQUE SHOP NOW NAMED DEEP SOUTH ANTIQUES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1050 ***********************************************************************
 CQ1050  DESIGNATION -  31 V 44 LADH
 CQ1050  PID         -  CQ1050
 CQ1050  STATE/COUNTY-  LA/LINCOLN
 CQ1050  USGS QUAD   -  RUSTON WEST (1994)
 CQ1050
 CQ1050                         *CURRENT SURVEY CONTROL
 CQ1050  ___________________________________________________________________
 CQ1050* NAD 83(1986)-  32 36 19.     (N)    092 38 57.     (W)     SCALED    
 CQ1050* NAVD 88     -        67.814  (meters)     222.49   (feet)  ADJUSTED  
 CQ1050  ___________________________________________________________________
 CQ1050  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1050  DYNAMIC HT  -          67.738 (meters)     222.24  (feet)  COMP
 CQ1050  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CQ1050
 CQ1050  VERT ORDER  -  SECOND    CLASS 0
 CQ1050
 CQ1050.The horizontal coordinates were scaled from a topographic map and have
 CQ1050.an estimated accuracy of +/- 6 seconds.
 CQ1050
 CQ1050.The orthometric height was determined by differential leveling
 CQ1050.and adjusted by the National Geodetic Survey in June 1991..
 CQ1050
 CQ1050.The geoid height was determined by GEOID03.
 CQ1050
 CQ1050.The dynamic height is computed by dividing the NAVD 88
 CQ1050.geopotential number by the normal gravity value computed on the
 CQ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1050.degrees latitude (g = 980.6199 gals.).
 CQ1050
 CQ1050.The modeled gravity was interpolated from observed gravity values.
 CQ1050
 CQ1050;                    North         East    Units  Estimated Accuracy
 CQ1050;SPC LA N     -   233,440.      986,000.      MT  (+/- 180 meters Scaled)
 CQ1050
 CQ1050                          SUPERSEDED SURVEY CONTROL
 CQ1050
 CQ1050  NGVD 29 (??/??/??)   67.888  (m)          222.73   (f) ADJUSTED    2 0
 CQ1050
 CQ1050.Superseded values are not recommended for survey control.
 CQ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1050.See file dsdata.txt to determine how the superseded data were derived.
 CQ1050
 CQ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS329075(NAD 83)
 CQ1050_MARKER: DD = SURVEY DISK
 CQ1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1050_STAMPING: 31V44 1968
 CQ1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1050+STABILITY: SURFACE MOTION
 CQ1050
 CQ1050  HISTORY     - Date     Condition        Report By
 CQ1050  HISTORY     - 1968     MONUMENTED       LADH
 CQ1050
 CQ1050                          STATION DESCRIPTION
 CQ1050
 CQ1050'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1050'5.4 MI N FROM RUSTON.
 CQ1050'LOCATED 5.4 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1050'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE LEFT IN SECTION 26,
 CQ1050'T19N, R3W.  IT IS 137 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 31
 CQ1050'FEET SOUTH OF THE C. M. (BUD) HARRIS SOUTHWEST HOUSE CORNER, 16 FEET
 CQ1050'SOUTHWEST OF AN 18-INCH PEN OAK TREE AND 1 FOOT WEST OF A STEEL
 CQ1050'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V44 1968
 CQ1050'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1052 ***********************************************************************
 CQ1052  DESIGNATION -  31 V 46 LADH
 CQ1052  PID         -  CQ1052
 CQ1052  STATE/COUNTY-  LA/LINCOLN
 CQ1052  USGS QUAD   -  DUBACH (1985)
 CQ1052
 CQ1052                         *CURRENT SURVEY CONTROL
 CQ1052  ___________________________________________________________________
 CQ1052* NAD 83(1986)-  32 38 02.     (N)    092 38 24.     (W)     SCALED    
 CQ1052* NAVD 88     -        39.196  (meters)     128.60   (feet)  ADJUSTED  
 CQ1052  ___________________________________________________________________
 CQ1052  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1052  DYNAMIC HT  -          39.152 (meters)     128.45  (feet)  COMP
 CQ1052  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CQ1052
 CQ1052  VERT ORDER  -  SECOND    CLASS 0
 CQ1052
 CQ1052.The horizontal coordinates were scaled from a topographic map and have
 CQ1052.an estimated accuracy of +/- 6 seconds.
 CQ1052
 CQ1052.The orthometric height was determined by differential leveling
 CQ1052.and adjusted by the National Geodetic Survey in June 1991..
 CQ1052
 CQ1052.The geoid height was determined by GEOID03.
 CQ1052
 CQ1052.The dynamic height is computed by dividing the NAVD 88
 CQ1052.geopotential number by the normal gravity value computed on the
 CQ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1052.degrees latitude (g = 980.6199 gals.).
 CQ1052
 CQ1052.The modeled gravity was interpolated from observed gravity values.
 CQ1052
 CQ1052;                    North         East    Units  Estimated Accuracy
 CQ1052;SPC LA N     -   236,610.      986,860.      MT  (+/- 180 meters Scaled)
 CQ1052
 CQ1052                          SUPERSEDED SURVEY CONTROL
 CQ1052
 CQ1052  NGVD 29 (??/??/??)   39.271  (m)          128.84   (f) ADJUSTED    2 0
 CQ1052
 CQ1052.Superseded values are not recommended for survey control.
 CQ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1052.See file dsdata.txt to determine how the superseded data were derived.
 CQ1052
 CQ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS337107(NAD 83)
 CQ1052_MARKER: DD = SURVEY DISK
 CQ1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1052_SP_SET: BRIDGE
 CQ1052_STAMPING: 31V46 1968
 CQ1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1052
 CQ1052  HISTORY     - Date     Condition        Report By
 CQ1052  HISTORY     - 1968     MONUMENTED       LADH
 CQ1052  HISTORY     - 1975     GOOD             NGS
 CQ1052  HISTORY     - 1980     GOOD             LADTD
 CQ1052
 CQ1052                          STATION DESCRIPTION
 CQ1052
 CQ1052'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1052'7.4 MI N FROM RUSTON.
 CQ1052'LOCATED 7.4 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1052'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT.  IT IS IN THE
 CQ1052'SIDEWALK ON THE SOUTHEAST CORNER OF CYPRESS CREEK BRIDGE, 15 FEET EAST
 CQ1052'OF THE CENTERLINE OF THE HIGHWAY, 65 FEET WEST OF A POWER POLE, 0.8
 CQ1052'FOOT ABOVE THE ELEVATION OF THE ADJACENT ROADWAY PAVEMENT AND 4 FEET
 CQ1052'NORTHWEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M.
 CQ1052'DISK STAMPED 31V46 1968 AND SET IN THE TOP OF THE BRIDGE SIDEWALK.
 CQ1052'SECTION 14, T 19N, R 3W.
 CQ1052
 CQ1052                          STATION RECOVERY (1975)
 CQ1052
 CQ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CQ1052'RECOVERED IN GOOD CONDITION.
 CQ1052
 CQ1052                          STATION RECOVERY (1980)
 CQ1052
 CQ1052'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1053 ***********************************************************************
 CQ1053  DESIGNATION -  31 V 47 LADH
 CQ1053  PID         -  CQ1053
 CQ1053  STATE/COUNTY-  LA/LINCOLN
 CQ1053  USGS QUAD   -  DUBACH (1985)
 CQ1053
 CQ1053                         *CURRENT SURVEY CONTROL
 CQ1053  ___________________________________________________________________
 CQ1053* NAD 83(1986)-  32 38 46.     (N)    092 38 48.     (W)     SCALED    
 CQ1053* NAVD 88     -        69.439  (meters)     227.82   (feet)  ADJUSTED  
 CQ1053  ___________________________________________________________________
 CQ1053  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1053  DYNAMIC HT  -          69.361 (meters)     227.56  (feet)  COMP
 CQ1053  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 CQ1053
 CQ1053  VERT ORDER  -  SECOND    CLASS 0
 CQ1053
 CQ1053.The horizontal coordinates were scaled from a topographic map and have
 CQ1053.an estimated accuracy of +/- 6 seconds.
 CQ1053
 CQ1053.The orthometric height was determined by differential leveling
 CQ1053.and adjusted by the National Geodetic Survey in June 1991..
 CQ1053
 CQ1053.The geoid height was determined by GEOID03.
 CQ1053
 CQ1053.The dynamic height is computed by dividing the NAVD 88
 CQ1053.geopotential number by the normal gravity value computed on the
 CQ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1053.degrees latitude (g = 980.6199 gals.).
 CQ1053
 CQ1053.The modeled gravity was interpolated from observed gravity values.
 CQ1053
 CQ1053;                    North         East    Units  Estimated Accuracy
 CQ1053;SPC LA N     -   237,970.      986,240.      MT  (+/- 180 meters Scaled)
 CQ1053
 CQ1053                          SUPERSEDED SURVEY CONTROL
 CQ1053
 CQ1053  NGVD 29 (??/??/??)   69.514  (m)          228.06   (f) ADJUSTED    2 0
 CQ1053
 CQ1053.Superseded values are not recommended for survey control.
 CQ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1053.See file dsdata.txt to determine how the superseded data were derived.
 CQ1053
 CQ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS331121(NAD 83)
 CQ1053_MARKER: DD = SURVEY DISK
 CQ1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1053_STAMPING: 31V47 1968
 CQ1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1053+STABILITY: SURFACE MOTION
 CQ1053
 CQ1053  HISTORY     - Date     Condition        Report By
 CQ1053  HISTORY     - 1968     MONUMENTED       LADH
 CQ1053  HISTORY     - 1975     GOOD             NGS
 CQ1053  HISTORY     - 1980     GOOD             LADTD
 CQ1053
 CQ1053                          STATION DESCRIPTION
 CQ1053
 CQ1053'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1053'8.3 MI N FROM RUSTON.
 CQ1053'LOCATED 8.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1053'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT.  IT IS 117 FEET
 CQ1053'EAST OF THE CENTERLINE OF THE HIGHWAY, 138 FEET SOUTH OF THE MARVIN M.
 CQ1053'CARTER SOUTHEAST HOUSE CORNER AND 4 FEET NORTH OF A FENCE AND 2 FEET
 CQ1053'EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK
 CQ1053'STAMPED 31V47 1968 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ1053'4-INCHES.  SECTION 11, T 19N, R 3W.
 CQ1053
 CQ1053                          STATION RECOVERY (1975)
 CQ1053
 CQ1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CQ1053'RECOVERED IN GOOD CONDITION.
 CQ1053
 CQ1053                          STATION RECOVERY (1980)
 CQ1053
 CQ1053'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1058 ***********************************************************************
 CQ1058  DESIGNATION -  31 V 49 LADH
 CQ1058  PID         -  CQ1058
 CQ1058  STATE/COUNTY-  LA/LINCOLN
 CQ1058  USGS QUAD   -  DUBACH (1985)
 CQ1058
 CQ1058                         *CURRENT SURVEY CONTROL
 CQ1058  ___________________________________________________________________
 CQ1058* NAD 83(1986)-  32 40 03.     (N)    092 38 30.     (W)     SCALED    
 CQ1058* NAVD 88     -        67.891  (meters)     222.74   (feet)  ADJUSTED  
 CQ1058  ___________________________________________________________________
 CQ1058  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1058  DYNAMIC HT  -          67.816 (meters)     222.49  (feet)  COMP
 CQ1058  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CQ1058
 CQ1058  VERT ORDER  -  SECOND    CLASS 0
 CQ1058
 CQ1058.The horizontal coordinates were scaled from a topographic map and have
 CQ1058.an estimated accuracy of +/- 6 seconds.
 CQ1058
 CQ1058.The orthometric height was determined by differential leveling
 CQ1058.and adjusted by the National Geodetic Survey in June 1991..
 CQ1058
 CQ1058.The geoid height was determined by GEOID03.
 CQ1058
 CQ1058.The dynamic height is computed by dividing the NAVD 88
 CQ1058.geopotential number by the normal gravity value computed on the
 CQ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1058.degrees latitude (g = 980.6199 gals.).
 CQ1058
 CQ1058.The modeled gravity was interpolated from observed gravity values.
 CQ1058
 CQ1058;                    North         East    Units  Estimated Accuracy
 CQ1058;SPC LA N     -   240,340.      986,710.      MT  (+/- 180 meters Scaled)
 CQ1058
 CQ1058                          SUPERSEDED SURVEY CONTROL
 CQ1058
 CQ1058  NGVD 29 (??/??/??)   67.968  (m)          222.99   (f) ADJUSTED    2 0
 CQ1058
 CQ1058.Superseded values are not recommended for survey control.
 CQ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1058.See file dsdata.txt to determine how the superseded data were derived.
 CQ1058
 CQ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS335144(NAD 83)
 CQ1058_MARKER: DD = SURVEY DISK
 CQ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1058_STAMPING: 31V49 1968
 CQ1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1058+STABILITY: SURFACE MOTION
 CQ1058
 CQ1058  HISTORY     - Date     Condition        Report By
 CQ1058  HISTORY     - 1968     MONUMENTED       LADH
 CQ1058  HISTORY     - 1969     GOOD             LADH
 CQ1058  HISTORY     - 1980     GOOD             LADTD
 CQ1058
 CQ1058                          STATION DESCRIPTION
 CQ1058
 CQ1058'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1058'9.9 MI N FROM RUSTON.
 CQ1058'LOCATED 9.9 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1058'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT.  IT IS IN THE
 CQ1058'COMMUNITY OF UNIONVILLE.  IT IS 139 FEET EAST OF THE CENTERLINE OF THE
 CQ1058'HIGHWAY, 79 FEET SOUTH OF THE J. G. JONES SOUTHEAST HOUSE CORNER, 31
 CQ1058'FEET SOUTHEAST OF AN 18-INCH PECAN TREE, 2 FEET SOUTH OF A FENCE, AND
 CQ1058'2 FEET EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M.
 CQ1058'DISK STAMPED 31V49 1968 AND SET IN THE TOP OF A CONCRETE POST
 CQ1058'PROJECTING 4-INCHES.  SECTION 2, T 19N, R 3W.
 CQ1058
 CQ1058                          STATION RECOVERY (1980)
 CQ1058
 CQ1058'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1189 ***********************************************************************
 CQ1189  DESIGNATION -  31 V 5 LADH
 CQ1189  PID         -  CQ1189
 CQ1189  STATE/COUNTY-  LA/LINCOLN
 CQ1189  USGS QUAD   -  CEDARTON (1985)
 CQ1189
 CQ1189                         *CURRENT SURVEY CONTROL
 CQ1189  ___________________________________________________________________
 CQ1189* NAD 83(1986)-  32 37 38.     (N)    092 32 24.     (W)     SCALED    
 CQ1189* NAVD 88     -        72.427  (meters)     237.62   (feet)  ADJUSTED  
 CQ1189  ___________________________________________________________________
 CQ1189  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1189  DYNAMIC HT  -          72.346 (meters)     237.36  (feet)  COMP
 CQ1189  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CQ1189
 CQ1189  VERT ORDER  -  SECOND    CLASS 0
 CQ1189
 CQ1189.The horizontal coordinates were scaled from a topographic map and have
 CQ1189.an estimated accuracy of +/- 6 seconds.
 CQ1189
 CQ1189.The orthometric height was determined by differential leveling
 CQ1189.and adjusted by the National Geodetic Survey in June 1991..
 CQ1189
 CQ1189.The geoid height was determined by GEOID03.
 CQ1189
 CQ1189.The dynamic height is computed by dividing the NAVD 88
 CQ1189.geopotential number by the normal gravity value computed on the
 CQ1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1189.degrees latitude (g = 980.6199 gals.).
 CQ1189
 CQ1189.The modeled gravity was interpolated from observed gravity values.
 CQ1189
 CQ1189;                    North         East    Units  Estimated Accuracy
 CQ1189;SPC LA N     -   235,860.      996,250.      MT  (+/- 180 meters Scaled)
 CQ1189
 CQ1189                          SUPERSEDED SURVEY CONTROL
 CQ1189
 CQ1189  NGVD 29 (??/??/??)   72.505  (m)          237.88   (f) ADJUSTED    2 0
 CQ1189
 CQ1189.Superseded values are not recommended for survey control.
 CQ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1189.See file dsdata.txt to determine how the superseded data were derived.
 CQ1189
 CQ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS431100(NAD 83)
 CQ1189_MARKER: DE = TRAVERSE STATION DISK
 CQ1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1189_STAMPING: 31V5 1967
 CQ1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1189+STABILITY: SURFACE MOTION
 CQ1189
 CQ1189  HISTORY     - Date     Condition        Report By
 CQ1189  HISTORY     - 1967     MONUMENTED       LADH
 CQ1189  HISTORY     - 1969     GOOD             LADH
 CQ1189
 CQ1189                          STATION DESCRIPTION
 CQ1189
 CQ1189'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1189'9.8 MI NE FROM RUSTON.
 CQ1189'LOCATED 0.8 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1189'COURTHOUSE IN RUSTON, THENCE EAST ALONG INTERSTATE HIGHWAY 20 FOR 1.2
 CQ1189'MILES, THENCE NORTH ALONG STATE HIGHWAY LA. 33 FOR 7.8 MILES TO THE
 CQ1189'MARK ON THE LEFT.  IT IS AT THE TOP OF A HILL, DIRECTLY ACROSS THE
 CQ1189'HIGHWAY FROM AN OLD HOUSE, 68 FEET WEST OF THE CENTERLINE OF THE
 CQ1189'HIGHWAY, 22 FEET WEST OF A FENCE, 98 FEET NORTH OF A POWER POLE AND 1
 CQ1189'FOOT WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE
 CQ1189'DISK STAMPED 31V5 1967 AND SET IN THE TOP OF A CONCRETE POST
 CQ1189'PROJECTING 4-INCHES.  SECTION 23, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1059 ***********************************************************************
 CQ1059  DESIGNATION -  31 V 50 LADH
 CQ1059  PID         -  CQ1059
 CQ1059  STATE/COUNTY-  LA/LINCOLN
 CQ1059  USGS QUAD   -  DUBACH (1985)
 CQ1059
 CQ1059                         *CURRENT SURVEY CONTROL
 CQ1059  ___________________________________________________________________
 CQ1059* NAD 83(1986)-  32 40 46.     (N)    092 38 56.     (W)     SCALED    
 CQ1059* NAVD 88     -        34.783  (meters)     114.12   (feet)  ADJUSTED  
 CQ1059  ___________________________________________________________________
 CQ1059  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1059  DYNAMIC HT  -          34.744 (meters)     113.99  (feet)  COMP
 CQ1059  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 CQ1059
 CQ1059  VERT ORDER  -  SECOND    CLASS 0
 CQ1059
 CQ1059.The horizontal coordinates were scaled from a topographic map and have
 CQ1059.an estimated accuracy of +/- 6 seconds.
 CQ1059
 CQ1059.The orthometric height was determined by differential leveling
 CQ1059.and adjusted by the National Geodetic Survey in June 1991..
 CQ1059
 CQ1059.The geoid height was determined by GEOID03.
 CQ1059
 CQ1059.The dynamic height is computed by dividing the NAVD 88
 CQ1059.geopotential number by the normal gravity value computed on the
 CQ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1059.degrees latitude (g = 980.6199 gals.).
 CQ1059
 CQ1059.The modeled gravity was interpolated from observed gravity values.
 CQ1059
 CQ1059;                    North         East    Units  Estimated Accuracy
 CQ1059;SPC LA N     -   241,660.      986,040.      MT  (+/- 180 meters Scaled)
 CQ1059
 CQ1059                          SUPERSEDED SURVEY CONTROL
 CQ1059
 CQ1059  NGVD 29 (??/??/??)   34.863  (m)          114.38   (f) ADJUSTED    2 0
 CQ1059
 CQ1059.Superseded values are not recommended for survey control.
 CQ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1059.See file dsdata.txt to determine how the superseded data were derived.
 CQ1059
 CQ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS329158(NAD 83)
 CQ1059_MARKER: DD = SURVEY DISK
 CQ1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1059_SP_SET: BRIDGE
 CQ1059_STAMPING: 31V50 1968
 CQ1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1059
 CQ1059  HISTORY     - Date     Condition        Report By
 CQ1059  HISTORY     - 1968     MONUMENTED       LADH
 CQ1059  HISTORY     - 1975     GOOD             NGS
 CQ1059  HISTORY     - 1980     GOOD             LADTD
 CQ1059
 CQ1059                          STATION DESCRIPTION
 CQ1059
 CQ1059'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1059'10.8 MI N FROM RUSTON.
 CQ1059'LOCATED 10.8 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1059'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT.  IT IS IN THE
 CQ1059'SIDEWALK ON THE SOUTHEAST CORNER OF BAYOU DARBONNE BRIDGE, 14.5 FEET
 CQ1059'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.8 FOOT ABOVE THE
 CQ1059'ELEVATION OF THE ADJACENT ROADWAY PAVEMENT AND 0.9 FOOT NORTHEAST OF
 CQ1059'THE SOUTHWEST EDGE OF THE NORTHEAST CURB AND 2 FEET SOUTHWEST OF A
 CQ1059'STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V50
 CQ1059'1968 AND SET IN THE BRIDGE SIDEWALK.  SECTION 35, T 20N, R 3W.
 CQ1059
 CQ1059                          STATION RECOVERY (1975)
 CQ1059
 CQ1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CQ1059'RECOVERED IN GOOD CONDITION.
 CQ1059
 CQ1059                          STATION RECOVERY (1980)
 CQ1059
 CQ1059'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1060 ***********************************************************************
 CQ1060  DESIGNATION -  31 V 51 LADH
 CQ1060  PID         -  CQ1060
 CQ1060  STATE/COUNTY-  LA/LINCOLN
 CQ1060  USGS QUAD   -  DUBACH (1985)
 CQ1060
 CQ1060                         *CURRENT SURVEY CONTROL
 CQ1060  ___________________________________________________________________
 CQ1060* NAD 83(1986)-  32 41 26.     (N)    092 39 22.     (W)     SCALED    
 CQ1060* NAVD 88     -        38.827  (meters)     127.38   (feet)  ADJUSTED  
 CQ1060  ___________________________________________________________________
 CQ1060  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1060  DYNAMIC HT  -          38.783 (meters)     127.24  (feet)  COMP
 CQ1060  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CQ1060
 CQ1060  VERT ORDER  -  SECOND    CLASS 0
 CQ1060
 CQ1060.The horizontal coordinates were scaled from a topographic map and have
 CQ1060.an estimated accuracy of +/- 6 seconds.
 CQ1060
 CQ1060.The orthometric height was determined by differential leveling
 CQ1060.and adjusted by the National Geodetic Survey in June 1991..
 CQ1060
 CQ1060.The geoid height was determined by GEOID03.
 CQ1060
 CQ1060.The dynamic height is computed by dividing the NAVD 88
 CQ1060.geopotential number by the normal gravity value computed on the
 CQ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1060.degrees latitude (g = 980.6199 gals.).
 CQ1060
 CQ1060.The modeled gravity was interpolated from observed gravity values.
 CQ1060
 CQ1060;                    North         East    Units  Estimated Accuracy
 CQ1060;SPC LA N     -   242,900.      985,360.      MT  (+/- 180 meters Scaled)
 CQ1060
 CQ1060                          SUPERSEDED SURVEY CONTROL
 CQ1060
 CQ1060  NGVD 29 (??/??/??)   38.908  (m)          127.65   (f) ADJUSTED    2 0
 CQ1060
 CQ1060.Superseded values are not recommended for survey control.
 CQ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1060.See file dsdata.txt to determine how the superseded data were derived.
 CQ1060
 CQ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322170(NAD 83)
 CQ1060_MARKER: DD = SURVEY DISK
 CQ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1060_STAMPING: 31V51 1968
 CQ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1060+STABILITY: SURFACE MOTION
 CQ1060
 CQ1060  HISTORY     - Date     Condition        Report By
 CQ1060  HISTORY     - 1968     MONUMENTED       LADH
 CQ1060  HISTORY     - 1969     GOOD             LADH
 CQ1060
 CQ1060                          STATION DESCRIPTION
 CQ1060
 CQ1060'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1060'11.7 MI N FROM RUSTON.
 CQ1060'LOCATED 11.7 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1060'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT.  IT IS ACROSS
 CQ1060'THE HIGHWAY FROM THE INTERSECTION OF THE SOUTHWEST GAS COMPANY ROAD.
 CQ1060'IT IS 168 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 97 FEET EAST OF
 CQ1060'A BRICK CHIMNEY OF AN OLD FRAME HOUSE, 47 FEET EAST OF A CONCRETE
 CQ1060'CURBED WATER WELL, 2 FEET EAST OF A FENCE CORNER AND 1 1/2 FEET EAST
 CQ1060'OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED
 CQ1060'31V51 1968 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ1060'SECTION 26, T 20N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1061 ***********************************************************************
 CQ1061  DESIGNATION -  31 V 52 LADH
 CQ1061  PID         -  CQ1061
 CQ1061  STATE/COUNTY-  LA/LINCOLN
 CQ1061  USGS QUAD   -  DUBACH (1985)
 CQ1061
 CQ1061                         *CURRENT SURVEY CONTROL
 CQ1061  ___________________________________________________________________
 CQ1061* NAD 83(1986)-  32 42 34.     (N)    092 39 24.     (W)     SCALED    
 CQ1061* NAVD 88     -        58.596  (meters)     192.24   (feet)  ADJUSTED  
 CQ1061  ___________________________________________________________________
 CQ1061  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ1061  DYNAMIC HT  -          58.531 (meters)     192.03  (feet)  COMP
 CQ1061  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CQ1061
 CQ1061  VERT ORDER  -  SECOND    CLASS 0
 CQ1061
 CQ1061.The horizontal coordinates were scaled from a topographic map and have
 CQ1061.an estimated accuracy of +/- 6 seconds.
 CQ1061
 CQ1061.The orthometric height was determined by differential leveling
 CQ1061.and adjusted by the National Geodetic Survey in June 1991..
 CQ1061
 CQ1061.The geoid height was determined by GEOID03.
 CQ1061
 CQ1061.The dynamic height is computed by dividing the NAVD 88
 CQ1061.geopotential number by the normal gravity value computed on the
 CQ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1061.degrees latitude (g = 980.6199 gals.).
 CQ1061
 CQ1061.The modeled gravity was interpolated from observed gravity values.
 CQ1061
 CQ1061;                    North         East    Units  Estimated Accuracy
 CQ1061;SPC LA N     -   244,990.      985,310.      MT  (+/- 180 meters Scaled)
 CQ1061
 CQ1061                          SUPERSEDED SURVEY CONTROL
 CQ1061
 CQ1061  NGVD 29 (??/??/??)   58.681  (m)          192.52   (f) ADJUSTED    2 0
 CQ1061
 CQ1061.Superseded values are not recommended for survey control.
 CQ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1061.See file dsdata.txt to determine how the superseded data were derived.
 CQ1061
 CQ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS321191(NAD 83)
 CQ1061_MARKER: DD = SURVEY DISK
 CQ1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1061_STAMPING: 31V52 1968
 CQ1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1061+STABILITY: SURFACE MOTION
 CQ1061
 CQ1061  HISTORY     - Date     Condition        Report By
 CQ1061  HISTORY     - 1968     MONUMENTED       LADH
 CQ1061
 CQ1061                          STATION DESCRIPTION
 CQ1061
 CQ1061'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1061'13.0 MI N FROM RUSTON.
 CQ1061'LOCATED 13.0 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1061'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT.  IT IS 125 FEET
 CQ1061'EAST OF THE CENTERLINE OF THE HIGHWAY, 93 FEET EAST OF A CHURCH
 CQ1061'DRIVEWAY CULVERT AND 15 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 CQ1061'OLD NEGRO CHURCH.  IT IS IN THE TOP OF A TERRACE IN THE EDGE OF AN OLD
 CQ1061'FIELD PLANTED IN PINE TREES AND 2 FEET WEST OF A STEEL WITNESS POST.
 CQ1061'IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V52 1968 AND SET IN THE
 CQ1061'TOP OF A CONCRETE POST PROJECTING 2-INCHES.  SECTION 23, T 20N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1062 ***********************************************************************
 CQ1062  DESIGNATION -  31 V 53 LADH
 CQ1062  PID         -  CQ1062
 CQ1062  STATE/COUNTY-  LA/LINCOLN
 CQ1062  USGS QUAD   -  DUBACH (1985)
 CQ1062
 CQ1062                         *CURRENT SURVEY CONTROL
 CQ1062  ___________________________________________________________________
 CQ1062* NAD 83(1986)-  32 43 20.     (N)    092 39 26.     (W)     SCALED    
 CQ1062* NAVD 88     -        58.661  (meters)     192.46   (feet)  ADJUSTED  
 CQ1062  ___________________________________________________________________
 CQ1062  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1062  DYNAMIC HT  -          58.596 (meters)     192.24  (feet)  COMP
 CQ1062  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 CQ1062
 CQ1062  VERT ORDER  -  SECOND    CLASS 0
 CQ1062
 CQ1062.The horizontal coordinates were scaled from a topographic map and have
 CQ1062.an estimated accuracy of +/- 6 seconds.
 CQ1062
 CQ1062.The orthometric height was determined by differential leveling
 CQ1062.and adjusted by the National Geodetic Survey in June 1991..
 CQ1062
 CQ1062.The geoid height was determined by GEOID03.
 CQ1062
 CQ1062.The dynamic height is computed by dividing the NAVD 88
 CQ1062.geopotential number by the normal gravity value computed on the
 CQ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1062.degrees latitude (g = 980.6199 gals.).
 CQ1062
 CQ1062.The modeled gravity was interpolated from observed gravity values.
 CQ1062
 CQ1062;                    North         East    Units  Estimated Accuracy
 CQ1062;SPC LA N     -   246,410.      985,260.      MT  (+/- 180 meters Scaled)
 CQ1062
 CQ1062                          SUPERSEDED SURVEY CONTROL
 CQ1062
 CQ1062  NGVD 29 (??/??/??)   58.748  (m)          192.74   (f) ADJUSTED    2 0
 CQ1062
 CQ1062.Superseded values are not recommended for survey control.
 CQ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1062.See file dsdata.txt to determine how the superseded data were derived.
 CQ1062
 CQ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS321205(NAD 83)
 CQ1062_MARKER: DD = SURVEY DISK
 CQ1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1062_STAMPING: 31V53 1968
 CQ1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1062+STABILITY: SURFACE MOTION
 CQ1062
 CQ1062  HISTORY     - Date     Condition        Report By
 CQ1062  HISTORY     - 1968     MONUMENTED       LADH
 CQ1062
 CQ1062                          STATION DESCRIPTION
 CQ1062
 CQ1062'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1062'13.8 MI N FROM RUSTON.
 CQ1062'LOCATED 13.8 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1062'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE LEFT IN SECTION 15,
 CQ1062'T20N, R3W.  IT IS 0.1 MILE SOUTH OF A BOX CULVERT, 103 FEET WEST OF
 CQ1062'THE CENTERLINE OF THE HIGHWAY, 34 FEET EAST OF THE CENTERLINE OF AN
 CQ1062'OLD ABANDONED ROAD BED, 36 FEET NORTH OF A 12-INCH PIN OAK TREE AND 2
 CQ1062'FEET EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M.
 CQ1062'DISK STAMPED 31V53 1968 AND SET IN THE TOP OF A CONCRETE POST
 CQ1062'PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1063 ***********************************************************************
 CQ1063  DESIGNATION -  31 V 54
 CQ1063  PID         -  CQ1063
 CQ1063  STATE/COUNTY-  LA/LINCOLN
 CQ1063  USGS QUAD   -  DUBACH (1985)
 CQ1063
 CQ1063                         *CURRENT SURVEY CONTROL
 CQ1063  ___________________________________________________________________
 CQ1063* NAD 83(1986)-  32 44 10.     (N)    092 39 22.     (W)     SCALED    
 CQ1063* NAVD 88     -        67.156  (meters)     220.33   (feet)  ADJUSTED  
 CQ1063  ___________________________________________________________________
 CQ1063  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1063  DYNAMIC HT  -          67.081 (meters)     220.08  (feet)  COMP
 CQ1063  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 CQ1063
 CQ1063  VERT ORDER  -  SECOND    CLASS 0
 CQ1063
 CQ1063.The horizontal coordinates were scaled from a topographic map and have
 CQ1063.an estimated accuracy of +/- 6 seconds.
 CQ1063
 CQ1063.The orthometric height was determined by differential leveling
 CQ1063.and adjusted by the National Geodetic Survey in June 1991..
 CQ1063
 CQ1063.The geoid height was determined by GEOID03.
 CQ1063
 CQ1063.The dynamic height is computed by dividing the NAVD 88
 CQ1063.geopotential number by the normal gravity value computed on the
 CQ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1063.degrees latitude (g = 980.6199 gals.).
 CQ1063
 CQ1063.The modeled gravity was interpolated from observed gravity values.
 CQ1063
 CQ1063;                    North         East    Units  Estimated Accuracy
 CQ1063;SPC LA N     -   247,950.      985,370.      MT  (+/- 180 meters Scaled)
 CQ1063
 CQ1063                          SUPERSEDED SURVEY CONTROL
 CQ1063
 CQ1063  NGVD 29 (??/??/??)   67.245  (m)          220.62   (f) ADJUSTED    2 0
 CQ1063
 CQ1063.Superseded values are not recommended for survey control.
 CQ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1063.See file dsdata.txt to determine how the superseded data were derived.
 CQ1063
 CQ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322220(NAD 83)
 CQ1063_MARKER: DD = SURVEY DISK
 CQ1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1063_STAMPING: 31V54 1968
 CQ1063_MARK LOGO: LADH  
 CQ1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1063+STABILITY: SURFACE MOTION
 CQ1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1063+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 CQ1063
 CQ1063  HISTORY     - Date     Condition        Report By
 CQ1063  HISTORY     - 1968     MONUMENTED       LADH
 CQ1063  HISTORY     - 19960924 GOOD             LADTD
 CQ1063
 CQ1063                          STATION DESCRIPTION
 CQ1063
 CQ1063'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1063'14.4 MI N FROM RUSTON.
 CQ1063'LOCATED 14.4 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1063'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT IN SECTION 11,
 CQ1063'T20N, R 3W.  IT IS 100 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY
 CQ1063'167, 217 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY LA. 545, 15
 CQ1063'FEET NORTH OF THE NORTH END OF WILBUR MC.GEES SERVICE STATION GREASE
 CQ1063'RACK, 2 FEET NORTH OF A FENCE CORNER AND 2 FEET WEST OF A STEEL
 CQ1063'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V54 1968
 CQ1063'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ1063
 CQ1063                          STATION RECOVERY (1996)
 CQ1063
 CQ1063'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 CQ1063'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF DUBACH, 3.5 MI
 CQ1063'(5.6 KM) EAST OF HICO AND 5.5 MI (8.9 KM) SOUTH OF BERNICE, SET AT THE
 CQ1063'JUNTION OF U S HIGHWAY 167 AND STATE HIGHWAY 545, NORTH OF DUBACH.
 CQ1063'OWNERSHIP--UNKNOWN.  THE STATION IS 217.0 FT (66.1 M) NORTH FROM THE
 CQ1063'CENTER OF HIGHWAY 545, 100.0 FT (30.5 M) EAST FROM THE CENTER OF
 CQ1063'HIGHWAY 167, 2.0 FT (0.6 M) WEST FROM A METAL WITNESS POST WITH SIGN
 CQ1063'ATTACHED, 0.5 FT (15.2 CM) NORTH FROM A CHAIN LINK FENCE, FLUSH WITH
 CQ1063'THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 CQ1063'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1064 ***********************************************************************
 CQ1064  DESIGNATION -  31 V 55
 CQ1064  PID         -  CQ1064
 CQ1064  STATE/COUNTY-  LA/LINCOLN
 CQ1064  USGS QUAD   -  DUBACH (1985)
 CQ1064
 CQ1064                         *CURRENT SURVEY CONTROL
 CQ1064  ___________________________________________________________________
 CQ1064* NAD 83(1986)-  32 44 54.     (N)    092 39 30.     (W)     SCALED    
 CQ1064* NAVD 88     -        48.389  (meters)     158.76   (feet)  ADJUSTED  
 CQ1064  ___________________________________________________________________
 CQ1064  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ1064  DYNAMIC HT  -          48.335 (meters)     158.58  (feet)  COMP
 CQ1064  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 CQ1064
 CQ1064  VERT ORDER  -  SECOND    CLASS 0
 CQ1064
 CQ1064.The horizontal coordinates were scaled from a topographic map and have
 CQ1064.an estimated accuracy of +/- 6 seconds.
 CQ1064
 CQ1064.The orthometric height was determined by differential leveling
 CQ1064.and adjusted by the National Geodetic Survey in June 1991..
 CQ1064
 CQ1064.The geoid height was determined by GEOID03.
 CQ1064
 CQ1064.The dynamic height is computed by dividing the NAVD 88
 CQ1064.geopotential number by the normal gravity value computed on the
 CQ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1064.degrees latitude (g = 980.6199 gals.).
 CQ1064
 CQ1064.The modeled gravity was interpolated from observed gravity values.
 CQ1064
 CQ1064;                    North         East    Units  Estimated Accuracy
 CQ1064;SPC LA N     -   249,310.      985,160.      MT  (+/- 180 meters Scaled)
 CQ1064
 CQ1064                          SUPERSEDED SURVEY CONTROL
 CQ1064
 CQ1064  NGVD 29 (??/??/??)   48.481  (m)          159.06   (f) ADJUSTED    2 0
 CQ1064
 CQ1064.Superseded values are not recommended for survey control.
 CQ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1064.See file dsdata.txt to determine how the superseded data were derived.
 CQ1064
 CQ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS320234(NAD 83)
 CQ1064_MARKER: DD = SURVEY DISK
 CQ1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1064_STAMPING: 31V55 1968
 CQ1064_MARK LOGO: LADH  
 CQ1064_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1064+STABILITY: SURFACE MOTION
 CQ1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1064+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 CQ1064
 CQ1064  HISTORY     - Date     Condition        Report By
 CQ1064  HISTORY     - 1968     MONUMENTED       LADH
 CQ1064  HISTORY     - 19960924 GOOD             LADTD
 CQ1064
 CQ1064                          STATION DESCRIPTION
 CQ1064
 CQ1064'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1064'15.5 MI N FROM RUSTON.
 CQ1064'LOCATED 15.5 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1064'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT IN SECTION 3,
 CQ1064'T20N, R3W.  IT IS 112 FEET NORTHEAST OF THE CENTERLINE OF U. S.
 CQ1064'HIGHWAY 167, 45 FEET NORTH OF THE CENTERLINE OF A GRAVELED PARISH DEAD
 CQ1064'END ROAD, 40 FEET SOUTH OF A 14-INCH SWEET GUM TREE AND 2 FEET
 CQ1064'SOUTHWEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M.
 CQ1064'DISK STAMPED 31V55 1968 AND SET IN THE TOP OF A CONCRETE POST
 CQ1064'PROJECTING 4-INCHES.
 CQ1064
 CQ1064                          STATION RECOVERY (1996)
 CQ1064
 CQ1064'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 CQ1064'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF HICO, 4.0 MI (6.4
 CQ1064'KM) NORTH OF DUBACH AND 5.0 MI (8.0 KM) SOUTH OF BERNICE.
 CQ1064'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 CQ1064'HIGHWAY 167 AND STATE HIGHWAY 545, NORTH OF DUBACH, GO NORTH FOR 0.85
 CQ1064'MI (1.37 KM) ON HIGHWAY 167 TO THE STATION SET ON THE RIGHT AT A WOODS
 CQ1064'ROAD LEADING EAST.  THE STATION IS 112.0 FT (34.1 M) NORTHEAST FROM
 CQ1064'THE CENTER OF THE HIGHWAY, 45.0 FT (13.7 M) NORTHWEST FROM THE CENTER
 CQ1064'OF THE WOODS ROAD, 2.0 FT (0.6 M) SOUTHWEST FROM A METAL WITNESS POST
 CQ1064'WITH SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 10.0 FT
 CQ1064'(3.0 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1065 ***********************************************************************
 CQ1065  DESIGNATION -  31 V 56 LADH
 CQ1065  PID         -  CQ1065
 CQ1065  STATE/COUNTY-  LA/LINCOLN
 CQ1065  USGS QUAD   -  BERNICE (1985)
 CQ1065
 CQ1065                         *CURRENT SURVEY CONTROL
 CQ1065  ___________________________________________________________________
 CQ1065* NAD 83(1986)-  32 45 29.     (N)    092 39 31.     (W)     SCALED    
 CQ1065* NAVD 88     -        34.390  (meters)     112.83   (feet)  ADJUSTED  
 CQ1065  ___________________________________________________________________
 CQ1065  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ1065  DYNAMIC HT  -          34.352 (meters)     112.70  (feet)  COMP
 CQ1065  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 CQ1065
 CQ1065  VERT ORDER  -  SECOND    CLASS 0
 CQ1065
 CQ1065.The horizontal coordinates were scaled from a topographic map and have
 CQ1065.an estimated accuracy of +/- 6 seconds.
 CQ1065
 CQ1065.The orthometric height was determined by differential leveling
 CQ1065.and adjusted by the National Geodetic Survey in June 1991..
 CQ1065
 CQ1065.The geoid height was determined by GEOID03.
 CQ1065
 CQ1065.The dynamic height is computed by dividing the NAVD 88
 CQ1065.geopotential number by the normal gravity value computed on the
 CQ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1065.degrees latitude (g = 980.6199 gals.).
 CQ1065
 CQ1065.The modeled gravity was interpolated from observed gravity values.
 CQ1065
 CQ1065;                    North         East    Units  Estimated Accuracy
 CQ1065;SPC LA N     -   250,380.      985,140.      MT  (+/- 180 meters Scaled)
 CQ1065
 CQ1065                          SUPERSEDED SURVEY CONTROL
 CQ1065
 CQ1065  NGVD 29 (??/??/??)   34.485  (m)          113.14   (f) ADJUSTED    2 0
 CQ1065
 CQ1065.Superseded values are not recommended for survey control.
 CQ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1065.See file dsdata.txt to determine how the superseded data were derived.
 CQ1065
 CQ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS319245(NAD 83)
 CQ1065_MARKER: DD = SURVEY DISK
 CQ1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1065_STAMPING: 31V56 1968
 CQ1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1065+STABILITY: SURFACE MOTION
 CQ1065
 CQ1065  HISTORY     - Date     Condition        Report By
 CQ1065  HISTORY     - 1968     MONUMENTED       LADH
 CQ1065
 CQ1065                          STATION DESCRIPTION
 CQ1065
 CQ1065'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1065'16.2 MI N FROM RUSTON.
 CQ1065'LOCATED 16.2 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1065'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT IN SECTION 3,
 CQ1065'T20N, R3W.  IT IS 134 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY
 CQ1065'167, 75 FEET SOUTH OF THE CENTERLINE OF LINCOLN PARISH ROAD NO. 6, 10
 CQ1065'FEET SOUTHEAST OF A TWIN 10-INCH SWEET GUM TREE AND 2 FEET WEST OF A
 CQ1065'STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V56
 CQ1065'1968 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES. NOTE--
 CQ1065'IT IS 0.7 MILE SOUTH OF B. M. 56V51 (LDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1164 ***********************************************************************
 CQ1164  DESIGNATION -  31 V 57 LADH
 CQ1164  PID         -  CQ1164
 CQ1164  STATE/COUNTY-  LA/LINCOLN
 CQ1164  USGS QUAD   -  RUSTON WEST (1994)
 CQ1164
 CQ1164                         *CURRENT SURVEY CONTROL
 CQ1164  ___________________________________________________________________
 CQ1164* NAD 83(1986)-  32 35 27.     (N)    092 37 58.     (W)     SCALED    
 CQ1164* NAVD 88     -        48.63   (+/-2cm)     159.5    (feet)  VERTCON   
 CQ1164  ___________________________________________________________________
 CQ1164  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1164
 CQ1164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1164
 CQ1164.The horizontal coordinates were scaled from a topographic map and have
 CQ1164.an estimated accuracy of +/- 6 seconds.
 CQ1164
 CQ1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1164.The vertical order pertains to the NGVD 29 superseded value.
 CQ1164
 CQ1164.The geoid height was determined by GEOID03.
 CQ1164
 CQ1164;                    North         East    Units  Estimated Accuracy
 CQ1164;SPC LA N     -   231,840.      987,540.      MT  (+/- 180 meters Scaled)
 CQ1164
 CQ1164                          SUPERSEDED SURVEY CONTROL
 CQ1164
 CQ1164  NGVD 29 (??/??/??)   48.708  (m)          159.80   (f) ADJUSTED    2 0
 CQ1164
 CQ1164.Superseded values are not recommended for survey control.
 CQ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1164.See file dsdata.txt to determine how the superseded data were derived.
 CQ1164
 CQ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS344059(NAD 83)
 CQ1164_MARKER: DD = SURVEY DISK
 CQ1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1164_STAMPING: 31V57 1969
 CQ1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1164+STABILITY: SURFACE MOTION
 CQ1164
 CQ1164  HISTORY     - Date     Condition        Report By
 CQ1164  HISTORY     - 1969     MONUMENTED       LADH
 CQ1164
 CQ1164                          STATION DESCRIPTION
 CQ1164
 CQ1164'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1164'5.6 MI N FROM RUSTON.
 CQ1164'LOCATED 4.7 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1164'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG STATE HIGHWAY LA. 3072
 CQ1164'FOR 0.9 MILE TO THE MARK ON THE RIGHT.  IT IS 69 FEET SOUTH OF THE
 CQ1164'CENTERLINE OF THE HIGHWAY, 92 FEET SOUTHWEST OF THE COLVIN CREEK
 CQ1164'SOUTHWEST BRIDGE CORNER, 19 FEET SOUTHEAST OF A TRIPLE 12-INCH SWEET
 CQ1164'GUM TREE ON DR. MITCHELL ESTATE AND 2 FEET SOUTH OF A STEEL WITNESS
 CQ1164'POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V57 1969 AND SET
 CQ1164'IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.  SECTION 36, T 19N,
 CQ1164'R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1166 ***********************************************************************
 CQ1166  DESIGNATION -  31 V 58 LADH
 CQ1166  PID         -  CQ1166
 CQ1166  STATE/COUNTY-  LA/LINCOLN
 CQ1166  USGS QUAD   -  RUSTON EAST (1994)
 CQ1166
 CQ1166                         *CURRENT SURVEY CONTROL
 CQ1166  ___________________________________________________________________
 CQ1166* NAD 83(1986)-  32 35 59.     (N)    092 36 48.     (W)     SCALED    
 CQ1166* NAVD 88     -        82.84   (+/-2cm)     271.8    (feet)  VERTCON   
 CQ1166  ___________________________________________________________________
 CQ1166  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1166
 CQ1166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1166
 CQ1166.The horizontal coordinates were scaled from a topographic map and have
 CQ1166.an estimated accuracy of +/- 6 seconds.
 CQ1166
 CQ1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1166.The vertical order pertains to the NGVD 29 superseded value.
 CQ1166
 CQ1166.The geoid height was determined by GEOID03.
 CQ1166
 CQ1166;                    North         East    Units  Estimated Accuracy
 CQ1166;SPC LA N     -   232,820.      989,360.      MT  (+/- 180 meters Scaled)
 CQ1166
 CQ1166                          SUPERSEDED SURVEY CONTROL
 CQ1166
 CQ1166  NGVD 29 (??/??/??)   82.916  (m)          272.03   (f) ADJUSTED    2 0
 CQ1166
 CQ1166.Superseded values are not recommended for survey control.
 CQ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1166.See file dsdata.txt to determine how the superseded data were derived.
 CQ1166
 CQ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS362069(NAD 83)
 CQ1166_MARKER: DD = SURVEY DISK
 CQ1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1166_STAMPING: 31V58 1969
 CQ1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1166+STABILITY: SURFACE MOTION
 CQ1166
 CQ1166  HISTORY     - Date     Condition        Report By
 CQ1166  HISTORY     - 1969     MONUMENTED       LADH
 CQ1166
 CQ1166                          STATION DESCRIPTION
 CQ1166
 CQ1166'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1166'7.0 MI NE FROM RUSTON.
 CQ1166'LOCATED 4.7 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1166'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG STATE HIGHWAY LA. 3072
 CQ1166'FOR 2.3 MILES TO THE MARK ON THE LEFT.  IT IS 98 FEET NORTH OF THE
 CQ1166'CENTERLINE OF THE HIGHWAY, 42 FEET NORTH OF A FENCE CORNER, 1 FOOT
 CQ1166'WEST OF A FENCE ON HOWARD LINER PROPERTY AND 1 FOOT NORTH OF A STEEL
 CQ1166'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V58 1969
 CQ1166'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION
 CQ1166'30, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1156 ***********************************************************************
 CQ1156  DESIGNATION -  31 V 59 LADH
 CQ1156  PID         -  CQ1156
 CQ1156  STATE/COUNTY-  LA/LINCOLN
 CQ1156  USGS QUAD   -  DUBACH (1985)
 CQ1156
 CQ1156                         *CURRENT SURVEY CONTROL
 CQ1156  ___________________________________________________________________
 CQ1156* NAD 83(1986)-  32 40 06.     (N)    092 37 34.     (W)     SCALED    
 CQ1156* NAVD 88     -        65.67   (+/-2cm)     215.5    (feet)  VERTCON   
 CQ1156  ___________________________________________________________________
 CQ1156  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1156
 CQ1156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1156
 CQ1156.The horizontal coordinates were scaled from a topographic map and have
 CQ1156.an estimated accuracy of +/- 6 seconds.
 CQ1156
 CQ1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1156.The vertical order pertains to the NGVD 29 superseded value.
 CQ1156
 CQ1156.The geoid height was determined by GEOID03.
 CQ1156
 CQ1156;                    North         East    Units  Estimated Accuracy
 CQ1156;SPC LA N     -   240,430.      988,170.      MT  (+/- 180 meters Scaled)
 CQ1156
 CQ1156                          SUPERSEDED SURVEY CONTROL
 CQ1156
 CQ1156  NGVD 29 (??/??/??)   65.755  (m)          215.73   (f) ADJUSTED    2 0
 CQ1156
 CQ1156.Superseded values are not recommended for survey control.
 CQ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1156.See file dsdata.txt to determine how the superseded data were derived.
 CQ1156
 CQ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS350145(NAD 83)
 CQ1156_MARKER: DD = SURVEY DISK
 CQ1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1156_STAMPING: 31V59 1969
 CQ1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1156+STABILITY: SURFACE MOTION
 CQ1156
 CQ1156  HISTORY     - Date     Condition        Report By
 CQ1156  HISTORY     - 1969     MONUMENTED       LADH
 CQ1156
 CQ1156                          STATION DESCRIPTION
 CQ1156
 CQ1156'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1156'3.3 MI SE FROM DUBACH.
 CQ1156'LOCATED 2.3 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1156'IN DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 822 FOR 1.0 MILE TO THE
 CQ1156'MARK ON THE RIGHT.  IT IS 83 FEET SOUTH OF THE CENTERLINE OF THE
 CQ1156'HIGHWAY, 46 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE A. F.
 CQ1156'COLVIN ESTATE WEST BOUNDRY FENCE, 45 FEET NORTHEAST OF A TWIN 12-INCH
 CQ1156'PECAN TREE AND 1 1/2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS A LDH
 CQ1156'AND C AND GS B. M. DISK STAMPED 31V59 1969 AND SET IN THE TOP OF A
 CQ1156'CONCRETE POST PROJECTING 4-INCHES.  SECTION 1, T 19N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1190 ***********************************************************************
 CQ1190  DESIGNATION -  31 V 6 LADH
 CQ1190  PID         -  CQ1190
 CQ1190  STATE/COUNTY-  LA/LINCOLN
 CQ1190  USGS QUAD   -  CEDARTON (1985)
 CQ1190
 CQ1190                         *CURRENT SURVEY CONTROL
 CQ1190  ___________________________________________________________________
 CQ1190* NAD 83(1986)-  32 37 51.     (N)    092 31 36.     (W)     SCALED    
 CQ1190* NAVD 88     -        66.514  (meters)     218.22   (feet)  ADJUSTED  
 CQ1190  ___________________________________________________________________
 CQ1190  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ1190  DYNAMIC HT  -          66.440 (meters)     217.98  (feet)  COMP
 CQ1190  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CQ1190
 CQ1190  VERT ORDER  -  SECOND    CLASS 0
 CQ1190
 CQ1190.The horizontal coordinates were scaled from a topographic map and have
 CQ1190.an estimated accuracy of +/- 6 seconds.
 CQ1190
 CQ1190.The orthometric height was determined by differential leveling
 CQ1190.and adjusted by the National Geodetic Survey in June 1991..
 CQ1190
 CQ1190.The geoid height was determined by GEOID03.
 CQ1190
 CQ1190.The dynamic height is computed by dividing the NAVD 88
 CQ1190.geopotential number by the normal gravity value computed on the
 CQ1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1190.degrees latitude (g = 980.6199 gals.).
 CQ1190
 CQ1190.The modeled gravity was interpolated from observed gravity values.
 CQ1190
 CQ1190;                    North         East    Units  Estimated Accuracy
 CQ1190;SPC LA N     -   236,260.      997,500.      MT  (+/- 180 meters Scaled)
 CQ1190
 CQ1190                          SUPERSEDED SURVEY CONTROL
 CQ1190
 CQ1190  NGVD 29 (??/??/??)   66.593  (m)          218.48   (f) ADJUSTED    2 0
 CQ1190
 CQ1190.Superseded values are not recommended for survey control.
 CQ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1190.See file dsdata.txt to determine how the superseded data were derived.
 CQ1190
 CQ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS444104(NAD 83)
 CQ1190_MARKER: DE = TRAVERSE STATION DISK
 CQ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1190_STAMPING: 31V6 1967
 CQ1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1190+STABILITY: SURFACE MOTION
 CQ1190
 CQ1190  HISTORY     - Date     Condition        Report By
 CQ1190  HISTORY     - 1967     MONUMENTED       LADH
 CQ1190
 CQ1190                          STATION DESCRIPTION
 CQ1190
 CQ1190'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ1190'10.9 MI NE FROM RUSTON.
 CQ1190'LOCATED 0.3 MILE NORTH ALONG U.S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1190'COURTHOUSE IN RUSTON, THENCE EAST ALONG U.S. HIGHWAY 80 FOR 0.8 MILE
 CQ1190'TO ITS JUNCTION WITH STATE HIGHWAY 33, TAKE LEFT FORK AND CONTINUE
 CQ1190'NORTHEAST ON STATE HIGHWAY 33 FOR 9.8 MILES TO THE MARK ON THE RIGHT.
 CQ1190'IT IS 246 FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 820 AND
 CQ1190'STATE HIGHWAY 33, 89 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CQ1190'51 FEET SOUTHEAST OF A 36 INCH PINE, 101.5 FEET SOUTH OF THE SOUTHWEST
 CQ1190'CORNER OF A HOUSE OWNED BY W.A. BREWSTER, 23.4 FEET WEST OF A 16 INCH
 CQ1190'PECAN TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A LDH AND C
 CQ1190'AND GS TRAVERSE DISK, STAMPED 31V6 1967, AND SET IN THE TOP OF A
 CQ1190'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1157 ***********************************************************************
 CQ1157  DESIGNATION -  31 V 60 LADH
 CQ1157  PID         -  CQ1157
 CQ1157  STATE/COUNTY-  LA/LINCOLN
 CQ1157  USGS QUAD   -  CEDARTON (1985)
 CQ1157
 CQ1157                         *CURRENT SURVEY CONTROL
 CQ1157  ___________________________________________________________________
 CQ1157* NAD 83(1986)-  32 40 03.     (N)    092 36 43.     (W)     SCALED    
 CQ1157* NAVD 88     -        52.26   (+/-2cm)     171.5    (feet)  VERTCON   
 CQ1157  ___________________________________________________________________
 CQ1157  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1157
 CQ1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1157
 CQ1157.The horizontal coordinates were scaled from a topographic map and have
 CQ1157.an estimated accuracy of +/- 6 seconds.
 CQ1157
 CQ1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1157.The vertical order pertains to the NGVD 29 superseded value.
 CQ1157
 CQ1157.The geoid height was determined by GEOID03.
 CQ1157
 CQ1157;                    North         East    Units  Estimated Accuracy
 CQ1157;SPC LA N     -   240,340.      989,500.      MT  (+/- 180 meters Scaled)
 CQ1157
 CQ1157                          SUPERSEDED SURVEY CONTROL
 CQ1157
 CQ1157  NGVD 29 (??/??/??)   52.343  (m)          171.73   (f) ADJUSTED    2 0
 CQ1157
 CQ1157.Superseded values are not recommended for survey control.
 CQ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1157.See file dsdata.txt to determine how the superseded data were derived.
 CQ1157
 CQ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS363144(NAD 83)
 CQ1157_MARKER: DD = SURVEY DISK
 CQ1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1157_STAMPING: 31V60 1969
 CQ1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1157+STABILITY: SURFACE MOTION
 CQ1157
 CQ1157  HISTORY     - Date     Condition        Report By
 CQ1157  HISTORY     - 1969     MONUMENTED       LADH
 CQ1157
 CQ1157                          STATION DESCRIPTION
 CQ1157
 CQ1157'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1157'4.1 MI SE FROM DUBACH.
 CQ1157'LOCATED 2.3 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1157'IN DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 822 FOR 1.8 MILES TO
 CQ1157'THE MARK ON THE LEFT.  IT IS 97 FEET NORTH OF THE CENTERLINE OF THE
 CQ1157'HIGHWAY, 35 FEET EAST OF A 17-INCH PIN OAK TREE, 17 FEET WEST OF A
 CQ1157'16-INCH RED OAK TREE, AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST. IT
 CQ1157'IS A LDH AND C AND GS B. M. DISK STAMPED 31V60 1969 AND SET IN THE TOP
 CQ1157'OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION 6, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1158 ***********************************************************************
 CQ1158  DESIGNATION -  31 V 61 LADH
 CQ1158  PID         -  CQ1158
 CQ1158  STATE/COUNTY-  LA/LINCOLN
 CQ1158  USGS QUAD   -  CEDARTON (1985)
 CQ1158
 CQ1158                         *CURRENT SURVEY CONTROL
 CQ1158  ___________________________________________________________________
 CQ1158* NAD 83(1986)-  32 39 55.     (N)    092 35 40.     (W)     SCALED    
 CQ1158* NAVD 88     -        42.60   (+/-2cm)     139.8    (feet)  VERTCON   
 CQ1158  ___________________________________________________________________
 CQ1158  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1158
 CQ1158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1158
 CQ1158.The horizontal coordinates were scaled from a topographic map and have
 CQ1158.an estimated accuracy of +/- 6 seconds.
 CQ1158
 CQ1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1158.The vertical order pertains to the NGVD 29 superseded value.
 CQ1158
 CQ1158.The geoid height was determined by GEOID03.
 CQ1158
 CQ1158;                    North         East    Units  Estimated Accuracy
 CQ1158;SPC LA N     -   240,090.      991,140.      MT  (+/- 180 meters Scaled)
 CQ1158
 CQ1158                          SUPERSEDED SURVEY CONTROL
 CQ1158
 CQ1158  NGVD 29 (??/??/??)   42.685  (m)          140.04   (f) ADJUSTED    2 0
 CQ1158
 CQ1158.Superseded values are not recommended for survey control.
 CQ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1158.See file dsdata.txt to determine how the superseded data were derived.
 CQ1158
 CQ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS380142(NAD 83)
 CQ1158_MARKER: DD = SURVEY DISK
 CQ1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1158_STAMPING: 31V61 1969
 CQ1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1158+STABILITY: SURFACE MOTION
 CQ1158
 CQ1158  HISTORY     - Date     Condition        Report By
 CQ1158  HISTORY     - 1969     MONUMENTED       LADH
 CQ1158
 CQ1158                          STATION DESCRIPTION
 CQ1158
 CQ1158'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1158'5.1 MI SE FROM DUBACH.
 CQ1158'LOCATED 2.3 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1158'IN DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 822 FOR 2.8 MILES TO
 CQ1158'THE MARK ON THE RIGHT.  IT IS 86 FEET SOUTH OF THE CENTERLINE OF THE
 CQ1158'HIGHWAY WHERE A TEXAS GAS CO. PIPELINE CROSSES THE HIGHWAY, 100 FEET
 CQ1158'WEST OF THE TAY H. HOGG NORTHWEST HOUSE CORNER, 62 FEET SOUTH OF A
 CQ1158'FENCE CORNER AND 2 FEET EAST OF A FENCE.  IT IS 0.3 MILE EAST OF THE
 CQ1158'INTERSECTION OF STATE HIGHWAY LA. 822 AND LINCOLN PARISH ROAD NO. 81.
 CQ1158'IT IS 0.5 MILE NORTHWEST OF THE CYPRESS CREEK BRIDGE AND 1 FOOT SOUTH
 CQ1158'OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED
 CQ1158'31V61 1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 CQ1158'SECTION 5, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1159 ***********************************************************************
 CQ1159  DESIGNATION -  31 V 62 LADH
 CQ1159  PID         -  CQ1159
 CQ1159  STATE/COUNTY-  LA/LINCOLN
 CQ1159  USGS QUAD   -  CEDARTON (1985)
 CQ1159
 CQ1159                         *CURRENT SURVEY CONTROL
 CQ1159  ___________________________________________________________________
 CQ1159* NAD 83(1986)-  32 39 12.     (N)    092 35 16.     (W)     SCALED    
 CQ1159* NAVD 88     -        49.20   (+/-2cm)     161.4    (feet)  VERTCON   
 CQ1159  ___________________________________________________________________
 CQ1159  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1159
 CQ1159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1159
 CQ1159.The horizontal coordinates were scaled from a topographic map and have
 CQ1159.an estimated accuracy of +/- 6 seconds.
 CQ1159
 CQ1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1159.The vertical order pertains to the NGVD 29 superseded value.
 CQ1159
 CQ1159.The geoid height was determined by GEOID03.
 CQ1159
 CQ1159;                    North         East    Units  Estimated Accuracy
 CQ1159;SPC LA N     -   238,760.      991,770.      MT  (+/- 180 meters Scaled)
 CQ1159
 CQ1159                          SUPERSEDED SURVEY CONTROL
 CQ1159
 CQ1159  NGVD 29 (??/??/??)   49.278  (m)          161.67   (f) ADJUSTED    2 0
 CQ1159
 CQ1159.Superseded values are not recommended for survey control.
 CQ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1159.See file dsdata.txt to determine how the superseded data were derived.
 CQ1159
 CQ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS386129(NAD 83)
 CQ1159_MARKER: DD = SURVEY DISK
 CQ1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1159_STAMPING: 31V62 1969
 CQ1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1159+STABILITY: SURFACE MOTION
 CQ1159
 CQ1159  HISTORY     - Date     Condition        Report By
 CQ1159  HISTORY     - 1969     MONUMENTED       LADH
 CQ1159
 CQ1159                          STATION DESCRIPTION
 CQ1159
 CQ1159'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1159'6.0 MI SE FROM DUBACH.
 CQ1159'LOCATED 2.3 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1159'IN DUBACH, THENCE SOUTHEAST ALONG STATE HIGHWAY LA. 822 FOR 3.7 MILES
 CQ1159'TO THE MARK ON THE RIGHT.  IT IS 0.4 MILE SOUTH OF THE CYPRESS CREEK
 CQ1159'BRIDGE, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE WEST
 CQ1159'EDGE OF A POWER LINE RIGHT-OF-WAY, AT THE EAST EDGE OF A PINE WOODS, 8
 CQ1159'FEET SOUTHEAST OF AN 8-INCH PINE TREE AND 1 FOOT EAST OF A STEEL
 CQ1159'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V62 1969
 CQ1159'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.  SECTION 9,
 CQ1159'T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1160 ***********************************************************************
 CQ1160  DESIGNATION -  31 V 63 LADH
 CQ1160  PID         -  CQ1160
 CQ1160  STATE/COUNTY-  LA/LINCOLN
 CQ1160  USGS QUAD   -  CEDARTON (1985)
 CQ1160
 CQ1160                         *CURRENT SURVEY CONTROL
 CQ1160  ___________________________________________________________________
 CQ1160* NAD 83(1986)-  32 38 32.     (N)    092 34 57.     (W)     SCALED    
 CQ1160* NAVD 88     -        71.09   (+/-2cm)     233.2    (feet)  VERTCON   
 CQ1160  ___________________________________________________________________
 CQ1160  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1160
 CQ1160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1160
 CQ1160.The horizontal coordinates were scaled from a topographic map and have
 CQ1160.an estimated accuracy of +/- 6 seconds.
 CQ1160
 CQ1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1160.The vertical order pertains to the NGVD 29 superseded value.
 CQ1160
 CQ1160.The geoid height was determined by GEOID03.
 CQ1160
 CQ1160;                    North         East    Units  Estimated Accuracy
 CQ1160;SPC LA N     -   237,530.      992,260.      MT  (+/- 180 meters Scaled)
 CQ1160
 CQ1160                          SUPERSEDED SURVEY CONTROL
 CQ1160
 CQ1160  NGVD 29 (??/??/??)   71.166  (m)          233.48   (f) ADJUSTED    2 0
 CQ1160
 CQ1160.Superseded values are not recommended for survey control.
 CQ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1160.See file dsdata.txt to determine how the superseded data were derived.
 CQ1160
 CQ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS391117(NAD 83)
 CQ1160_MARKER: DD = SURVEY DISK
 CQ1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1160_STAMPING: 31V63 1969
 CQ1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1160+STABILITY: SURFACE MOTION
 CQ1160
 CQ1160  HISTORY     - Date     Condition        Report By
 CQ1160  HISTORY     - 1969     MONUMENTED       LADH
 CQ1160
 CQ1160                          STATION DESCRIPTION
 CQ1160
 CQ1160'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1160'6.9 MI SE FROM DUBACH.
 CQ1160'LOCATED 2.3 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1160'IN DUBACH, THENCE SOUTHEAST ALONG STATE HIGHWAY LA. 822 FOR 4.6 MILES
 CQ1160'TO THE MARK ON THE RIGHT.  IT IS 0.2 MILE NORTHWEST OF THE MINERAL
 CQ1160'SPRINGS BAPTIST CHURCH, 83 FEET SOUTH OF THE CENTERLINE OF THE
 CQ1160'HIGHWAY, 32 FEET SOUTHEAST OF A 12-INCH RED OAK TREE, 19 FEET SOUTH OF
 CQ1160'A 12-INCH PINE TREE AT CONTINENTAL CAN CO.  WOODSLAND NORTH BOUNDRY
 CQ1160'AND 1 FOOT NORTH OF A STEEL WITNESS POST.  IT IS A LDH  IS A LDH AND C
 CQ1160'AND GS B. M. DISK STAMPED 31V63 1969 AND SET IN THE TOP OF A CONCRETE
 CQ1160'POST PROJECTING 4-INCHES.  SECTION 16, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1161 ***********************************************************************
 CQ1161  DESIGNATION -  31 V 64 LADH
 CQ1161  PID         -  CQ1161
 CQ1161  STATE/COUNTY-  LA/LINCOLN
 CQ1161  USGS QUAD   -  CEDARTON (1985)
 CQ1161
 CQ1161                         *CURRENT SURVEY CONTROL
 CQ1161  ___________________________________________________________________
 CQ1161* NAD 83(1986)-  32 38 25.     (N)    092 34 23.     (W)     SCALED    
 CQ1161* NAVD 88     -        70.23   (+/-2cm)     230.4    (feet)  VERTCON   
 CQ1161  ___________________________________________________________________
 CQ1161  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ1161
 CQ1161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1161
 CQ1161.The horizontal coordinates were scaled from a topographic map and have
 CQ1161.an estimated accuracy of +/- 6 seconds.
 CQ1161
 CQ1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1161.The vertical order pertains to the NGVD 29 superseded value.
 CQ1161
 CQ1161.The geoid height was determined by GEOID03.
 CQ1161
 CQ1161;                    North         East    Units  Estimated Accuracy
 CQ1161;SPC LA N     -   237,310.      993,150.      MT  (+/- 180 meters Scaled)
 CQ1161
 CQ1161                          SUPERSEDED SURVEY CONTROL
 CQ1161
 CQ1161  NGVD 29 (??/??/??)   70.310  (m)          230.68   (f) ADJUSTED    2 0
 CQ1161
 CQ1161.Superseded values are not recommended for survey control.
 CQ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1161.See file dsdata.txt to determine how the superseded data were derived.
 CQ1161
 CQ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS400114(NAD 83)
 CQ1161_MARKER: DD = SURVEY DISK
 CQ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1161_STAMPING: 31V64 1969
 CQ1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1161+STABILITY: SURFACE MOTION
 CQ1161
 CQ1161  HISTORY     - Date     Condition        Report By
 CQ1161  HISTORY     - 1969     MONUMENTED       LADH
 CQ1161
 CQ1161                          STATION DESCRIPTION
 CQ1161
 CQ1161'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1161'7.4 MI SE FROM DUBACH.
 CQ1161'LOCATED 2.3 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1161'IN DUBACH, THENCE SOUTHEAST ALONG STATE HIGHWAY LA. 822 FOR 5.1 MILES
 CQ1161'TO THE MARK ON THE LEFT.  IT IS 0.3 MILE SOUTHEAST OF THE MINERAL
 CQ1161'SPRINGS BAPTIST CHURCH, 65 FEET NORTHEAST OF THE CENTERLINE OF THE
 CQ1161'HIGHWAY, 85 FEET SOUTHEAST OF THE NORTHEAST CORNER OF REVELS STORE, 85
 CQ1161'FEET EAST OF A 20-INCH SWEET GUM TREE, 1 FOOT WEST OF A FENCE AND 1
 CQ1161'FOOT WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M.
 CQ1161'DISK STAMPED 31V64 1969 AND SET IN THE TOP OF A CONCRETE POST
 CQ1161'PROJECTING 4-INCHES.  SECTION 16, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1162 ***********************************************************************
 CQ1162  DESIGNATION -  31 V 65 LADH
 CQ1162  PID         -  CQ1162
 CQ1162  STATE/COUNTY-  LA/LINCOLN
 CQ1162  USGS QUAD   -  CEDARTON (1985)
 CQ1162
 CQ1162                         *CURRENT SURVEY CONTROL
 CQ1162  ___________________________________________________________________
 CQ1162* NAD 83(1986)-  32 37 46.     (N)    092 33 48.     (W)     SCALED    
 CQ1162* NAVD 88     -        81.32   (+/-2cm)     266.8    (feet)  VERTCON   
 CQ1162  ___________________________________________________________________
 CQ1162  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1162
 CQ1162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1162
 CQ1162.The horizontal coordinates were scaled from a topographic map and have
 CQ1162.an estimated accuracy of +/- 6 seconds.
 CQ1162
 CQ1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1162.The vertical order pertains to the NGVD 29 superseded value.
 CQ1162
 CQ1162.The geoid height was determined by GEOID03.
 CQ1162
 CQ1162;                    North         East    Units  Estimated Accuracy
 CQ1162;SPC LA N     -   236,110.      994,060.      MT  (+/- 180 meters Scaled)
 CQ1162
 CQ1162                          SUPERSEDED SURVEY CONTROL
 CQ1162
 CQ1162  NGVD 29 (??/??/??)   81.396  (m)          267.05   (f) ADJUSTED    2 0
 CQ1162
 CQ1162.Superseded values are not recommended for survey control.
 CQ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1162.See file dsdata.txt to determine how the superseded data were derived.
 CQ1162
 CQ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS409102(NAD 83)
 CQ1162_MARKER: DD = SURVEY DISK
 CQ1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1162_STAMPING: 31V65 1969
 CQ1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1162+STABILITY: SURFACE MOTION
 CQ1162
 CQ1162  HISTORY     - Date     Condition        Report By
 CQ1162  HISTORY     - 1969     MONUMENTED       LADH
 CQ1162
 CQ1162                          STATION DESCRIPTION
 CQ1162
 CQ1162'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1162'8.3 MI SE FROM DUBACH.
 CQ1162'LOCATED 2.3 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1162'IN DUBACH, THENCE SOUTHEAST ALONG STATE HIGHWAY LA. 822 FOR 6.0 MILES
 CQ1162'TO THE MARK ON THE RIGHT.  IT IS ACROSS THE HIGHWAY FROM THE
 CQ1162'INTERSECTION OF LINCOLN PARISH ROAD NO. 505, 64 FEET SOUTHWEST OF THE
 CQ1162'CENTERLINE OF THE HIGHWAY, 38 FEET WEST OF A FENCE CORNER, 28 FEET
 CQ1162'SOUTHWEST OF A TELEPHONE CABLE PEDISTAL AND 1 FOOT EAST OF A STEEL
 CQ1162'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V65 1969
 CQ1162'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.  SECTION
 CQ1162'15, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1163 ***********************************************************************
 CQ1163  DESIGNATION -  31 V 66 LADH
 CQ1163  PID         -  CQ1163
 CQ1163  STATE/COUNTY-  LA/LINCOLN
 CQ1163  USGS QUAD   -  RUSTON EAST (1994)
 CQ1163
 CQ1163                         *CURRENT SURVEY CONTROL
 CQ1163  ___________________________________________________________________
 CQ1163* NAD 83(1986)-  32 37 09.     (N)    092 33 41.     (W)     SCALED    
 CQ1163* NAVD 88     -        68.07   (+/-2cm)     223.3    (feet)  VERTCON   
 CQ1163  ___________________________________________________________________
 CQ1163  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1163
 CQ1163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1163
 CQ1163.The horizontal coordinates were scaled from a topographic map and have
 CQ1163.an estimated accuracy of +/- 6 seconds.
 CQ1163
 CQ1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1163.The vertical order pertains to the NGVD 29 superseded value.
 CQ1163
 CQ1163.The geoid height was determined by GEOID03.
 CQ1163
 CQ1163;                    North         East    Units  Estimated Accuracy
 CQ1163;SPC LA N     -   234,970.      994,240.      MT  (+/- 180 meters Scaled)
 CQ1163
 CQ1163                          SUPERSEDED SURVEY CONTROL
 CQ1163
 CQ1163  NGVD 29 (??/??/??)   68.151  (m)          223.59   (f) ADJUSTED    2 0
 CQ1163
 CQ1163.Superseded values are not recommended for survey control.
 CQ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1163.See file dsdata.txt to determine how the superseded data were derived.
 CQ1163
 CQ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS411091(NAD 83)
 CQ1163_MARKER: DD = SURVEY DISK
 CQ1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1163_STAMPING: 31V66 1969
 CQ1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1163+STABILITY: SURFACE MOTION
 CQ1163
 CQ1163  HISTORY     - Date     Condition        Report By
 CQ1163  HISTORY     - 1969     MONUMENTED       LADH
 CQ1163
 CQ1163                          STATION DESCRIPTION
 CQ1163
 CQ1163'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1163'9.0 MI SE FROM DUBACH.
 CQ1163'LOCATED 2.3 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1163'IN DUBACH, THENCE SOUTHEAST ALONG STATE HIGHWAY LA. 822 FOR 6.7 MILES
 CQ1163'TO THE MARK ON THE RIGHT.  IT IS 95 FEET WEST OF THE CENTERLINE OF THE
 CQ1163'HIGHWAY, 144 FEET SOUTH OF THE O. L. POSEY SOUTHEAST HOUSE CORNER AND
 CQ1163'56 FEET WEST OF A FENCE CORNER.  IT IS 0.1 MILE NORTH OF THE
 CQ1163'INTERSECTION OF STATE HIGHWAY LA. 822 AND STATE HIGHWAY LA. 33 AND 1
 CQ1163'FOOT EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M.
 CQ1163'DISK STAMPED 31V66 1969 AND SET IN THE TOP OF A CONCRETE POST
 CQ1163'PROJECTING 4-INCHES.  SECTION 22, T 19N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1143 ***********************************************************************
 CQ1143  DESIGNATION -  31 V 67 LADH
 CQ1143  PID         -  CQ1143
 CQ1143  STATE/COUNTY-  LA/LINCOLN
 CQ1143  USGS QUAD   -  DUBACH (1985)
 CQ1143
 CQ1143                         *CURRENT SURVEY CONTROL
 CQ1143  ___________________________________________________________________
 CQ1143* NAD 83(1986)-  32 41 53.     (N)    092 38 44.     (W)     SCALED    
 CQ1143* NAVD 88     -        38.434  (meters)     126.10   (feet)  ADJUSTED  
 CQ1143  ___________________________________________________________________
 CQ1143  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1143  DYNAMIC HT  -          38.391 (meters)     125.95  (feet)  COMP
 CQ1143  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CQ1143
 CQ1143  VERT ORDER  -  SECOND    CLASS 0
 CQ1143
 CQ1143.The horizontal coordinates were scaled from a topographic map and have
 CQ1143.an estimated accuracy of +/- 6 seconds.
 CQ1143
 CQ1143.The orthometric height was determined by differential leveling
 CQ1143.and adjusted by the National Geodetic Survey in June 1991..
 CQ1143
 CQ1143.The geoid height was determined by GEOID03.
 CQ1143
 CQ1143.The dynamic height is computed by dividing the NAVD 88
 CQ1143.geopotential number by the normal gravity value computed on the
 CQ1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1143.degrees latitude (g = 980.6199 gals.).
 CQ1143
 CQ1143.The modeled gravity was interpolated from observed gravity values.
 CQ1143
 CQ1143;                    North         East    Units  Estimated Accuracy
 CQ1143;SPC LA N     -   243,730.      986,350.      MT  (+/- 180 meters Scaled)
 CQ1143
 CQ1143                          SUPERSEDED SURVEY CONTROL
 CQ1143
 CQ1143  NGVD 29 (??/??/??)   38.516  (m)          126.36   (f) ADJUSTED    2 0
 CQ1143
 CQ1143.Superseded values are not recommended for survey control.
 CQ1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1143.See file dsdata.txt to determine how the superseded data were derived.
 CQ1143
 CQ1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS332178(NAD 83)
 CQ1143_MARKER: DD = SURVEY DISK
 CQ1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1143_STAMPING: 31V67 1969
 CQ1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1143+STABILITY: SURFACE MOTION
 CQ1143
 CQ1143  HISTORY     - Date     Condition        Report By
 CQ1143  HISTORY     - 1969     MONUMENTED       LADH
 CQ1143
 CQ1143                          STATION DESCRIPTION
 CQ1143
 CQ1143'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1143'1.0 MI E FROM DUBACH.
 CQ1143'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1143'DUBACH, THENCE NORTHEAST ALONG STATE HIGHWAY LA. 151 FOR 0.8 MILE TO
 CQ1143'THE MARK ON THE RIGHT.  IT IS 0.1 MILE NORTHEAST OF A BRIDGE, 150 FEET
 CQ1143'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 109 FEET SOUTHEAST OF A
 CQ1143'FENCE CORNER, 36 FEET WEST OF A DRIVEWAY, 53 FEET WEST OF A 15-INCH
 CQ1143'SYCAMORE TREE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  IT IS A LDH
 CQ1143'AND C AND GS B. M. DISK STAMPED 31V67 1969 AND SET IN THE TOP OF A
 CQ1143'CONCRETE POST PROJECTING 4-INCHES.  SECTION 26, T 20N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1144 ***********************************************************************
 CQ1144  DESIGNATION -  31 V 68 LADH
 CQ1144  PID         -  CQ1144
 CQ1144  STATE/COUNTY-  LA/LINCOLN
 CQ1144  USGS QUAD   -  DUBACH (1985)
 CQ1144
 CQ1144                         *CURRENT SURVEY CONTROL
 CQ1144  ___________________________________________________________________
 CQ1144* NAD 83(1986)-  32 42 31.     (N)    092 38 05.     (W)     SCALED    
 CQ1144* NAVD 88     -        57.945  (meters)     190.11   (feet)  ADJUSTED  
 CQ1144  ___________________________________________________________________
 CQ1144  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ1144  DYNAMIC HT  -          57.881 (meters)     189.90  (feet)  COMP
 CQ1144  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CQ1144
 CQ1144  VERT ORDER  -  SECOND    CLASS 0
 CQ1144
 CQ1144.The horizontal coordinates were scaled from a topographic map and have
 CQ1144.an estimated accuracy of +/- 6 seconds.
 CQ1144
 CQ1144.The orthometric height was determined by differential leveling
 CQ1144.and adjusted by the National Geodetic Survey in June 1991..
 CQ1144
 CQ1144.The geoid height was determined by GEOID03.
 CQ1144
 CQ1144.The dynamic height is computed by dividing the NAVD 88
 CQ1144.geopotential number by the normal gravity value computed on the
 CQ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1144.degrees latitude (g = 980.6199 gals.).
 CQ1144
 CQ1144.The modeled gravity was interpolated from observed gravity values.
 CQ1144
 CQ1144;                    North         East    Units  Estimated Accuracy
 CQ1144;SPC LA N     -   244,900.      987,370.      MT  (+/- 180 meters Scaled)
 CQ1144
 CQ1144                          SUPERSEDED SURVEY CONTROL
 CQ1144
 CQ1144  NGVD 29 (??/??/??)   58.027  (m)          190.38   (f) ADJUSTED    2 0
 CQ1144
 CQ1144.Superseded values are not recommended for survey control.
 CQ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1144.See file dsdata.txt to determine how the superseded data were derived.
 CQ1144
 CQ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS342190(NAD 83)
 CQ1144_MARKER: DD = SURVEY DISK
 CQ1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1144_STAMPING: 31V68 1969
 CQ1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1144+STABILITY: SURFACE MOTION
 CQ1144
 CQ1144  HISTORY     - Date     Condition        Report By
 CQ1144  HISTORY     - 1969     MONUMENTED       LADH
 CQ1144
 CQ1144                          STATION DESCRIPTION
 CQ1144
 CQ1144'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1144'2.0 MI E FROM DUBACH.
 CQ1144'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1144'DUBACH, THENCE NORTHEAST ALONG STATE HIGHWAY LA. 151 FOR 1.8 MILES TO
 CQ1144'THE MARK ON THE LEFT.  IT IS 94 FEET EAST OF THE CENTERLINE OF THE
 CQ1144'HIGHWAY, 91 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE BRICK HOUSE,
 CQ1144'52 FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF A WHITE BOARD
 CQ1144'FENCE.  IT IS 0.15 MILE SOUTH OF THE INTERSECTION OF A PARISH ROAD
 CQ1144'INTERSECTING THE HIGHWAY FROM THE EAST.  IT IS A LDH AND C AND GS B.
 CQ1144'M. DISK STAMPED 31V68 1969 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 CQ1144'WITH THE GROUND.  SECTION 24, T 20N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1145 ***********************************************************************
 CQ1145  DESIGNATION -  31 V 69 LADH
 CQ1145  PID         -  CQ1145
 CQ1145  STATE/COUNTY-  LA/LINCOLN
 CQ1145  USGS QUAD   -  DUBACH (1985)
 CQ1145
 CQ1145                         *CURRENT SURVEY CONTROL
 CQ1145  ___________________________________________________________________
 CQ1145* NAD 83(1986)-  32 43 20.     (N)    092 37 45.     (W)     SCALED    
 CQ1145* NAVD 88     -        70.479  (meters)     231.23   (feet)  ADJUSTED  
 CQ1145  ___________________________________________________________________
 CQ1145  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1145  DYNAMIC HT  -          70.401 (meters)     230.97  (feet)  COMP
 CQ1145  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 CQ1145
 CQ1145  VERT ORDER  -  SECOND    CLASS 0
 CQ1145
 CQ1145.The horizontal coordinates were scaled from a topographic map and have
 CQ1145.an estimated accuracy of +/- 6 seconds.
 CQ1145
 CQ1145.The orthometric height was determined by differential leveling
 CQ1145.and adjusted by the National Geodetic Survey in June 1991..
 CQ1145
 CQ1145.The geoid height was determined by GEOID03.
 CQ1145
 CQ1145.The dynamic height is computed by dividing the NAVD 88
 CQ1145.geopotential number by the normal gravity value computed on the
 CQ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1145.degrees latitude (g = 980.6199 gals.).
 CQ1145
 CQ1145.The modeled gravity was interpolated from observed gravity values.
 CQ1145
 CQ1145;                    North         East    Units  Estimated Accuracy
 CQ1145;SPC LA N     -   246,410.      987,890.      MT  (+/- 180 meters Scaled)
 CQ1145
 CQ1145                          SUPERSEDED SURVEY CONTROL
 CQ1145
 CQ1145  NGVD 29 (??/??/??)   70.560  (m)          231.50   (f) ADJUSTED    2 0
 CQ1145
 CQ1145.Superseded values are not recommended for survey control.
 CQ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1145.See file dsdata.txt to determine how the superseded data were derived.
 CQ1145
 CQ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS347205(NAD 83)
 CQ1145_MARKER: DD = SURVEY DISK
 CQ1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1145_STAMPING: 31V69 1969
 CQ1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1145+STABILITY: SURFACE MOTION
 CQ1145
 CQ1145  HISTORY     - Date     Condition        Report By
 CQ1145  HISTORY     - 1969     MONUMENTED       LADH
 CQ1145
 CQ1145                          STATION DESCRIPTION
 CQ1145
 CQ1145'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1145'2.9 MI E FROM DUBACH.
 CQ1145'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1145'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 2.7 MILES TO THE
 CQ1145'MARK ON THE LEFT.  IT IS 0.4 MILE SOUTHWEST OF THE INTERSECTION OF
 CQ1145'STATE HIGHWAY LA. 151 AND STATE HIGHWAY LA. 545.  IT IS 90 FEET
 CQ1145'NORTHWEST OF THE CENTERLINE OF  OF THE HIGHWAY, 51 FEET NORTHWEST OF A
 CQ1145'FENCE, 1 FOOT SOUTH OF A FENCE, 25 FEET SOUTH OF A 30-INCH SWEET GUM
 CQ1145'TREE AND 1 1/2 FEET NORTHWEST OF A STEEL WITNESS POST.  IT IS A LDH
 CQ1145'AND C AND GS B. M. DISK STAMPED 31V69 1969 AND SET IN THE TOP OF A
 CQ1145'CONCRETE POST PROJECTING 4-INCHES.  SECTION 13, T 20N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1192 ***********************************************************************
 CQ1192  DESIGNATION -  31 V 7 LADH RESET 1970
 CQ1192  PID         -  CQ1192
 CQ1192  STATE/COUNTY-  LA/LINCOLN
 CQ1192  USGS QUAD   -  CEDARTON (1985)
 CQ1192
 CQ1192                         *CURRENT SURVEY CONTROL
 CQ1192  ___________________________________________________________________
 CQ1192* NAD 83(1986)-  32 38 12.     (N)    092 31 01.     (W)     SCALED    
 CQ1192* NAVD 88     -        62.81   (meters)     206.1    (feet)  RESET     
 CQ1192  ___________________________________________________________________
 CQ1192  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ1192
 CQ1192  VERT ORDER  -  THIRD
 CQ1192
 CQ1192.The horizontal coordinates were scaled from a topographic map and have
 CQ1192.an estimated accuracy of +/- 6 seconds.
 CQ1192
 CQ1192.The orthometric height was computed from unverified reset data.
 CQ1192
 CQ1192.The geoid height was determined by GEOID03.
 CQ1192
 CQ1192;                    North         East    Units  Estimated Accuracy
 CQ1192;SPC LA N     -   236,910.      998,410.      MT  (+/- 180 meters Scaled)
 CQ1192
 CQ1192                          SUPERSEDED SURVEY CONTROL
 CQ1192
 CQ1192  NGVD 29 (??/??/??)   62.89   (m)          206.3    (f) RESET       3  
 CQ1192
 CQ1192.Superseded values are not recommended for survey control.
 CQ1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1192.See file dsdata.txt to determine how the superseded data were derived.
 CQ1192
 CQ1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS453111(NAD 83)
 CQ1192_MARKER: DD = SURVEY DISK
 CQ1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1192_STAMPING: 31V7 1967 RESET 1970
 CQ1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1192+STABILITY: SURFACE MOTION
 CQ1192
 CQ1192  HISTORY     - Date     Condition        Report By
 CQ1192  HISTORY     - 1970     MONUMENTED       NGS
 CQ1192
 CQ1192                          STATION DESCRIPTION
 CQ1192
 CQ1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CQ1192'11.5 MI NE FROM RUSTON.
 CQ1192'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1192'COURTHOUSE IN RUSTON, THENCE EAST ALONG U.S. HIGHWAY 80 FOR 0.8 MILE,
 CQ1192'THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 10.45 MILE TO THE MARK ON
 CQ1192'THE LEFT.  IT IS 149 FEET SOUTH OF THE CENTER OF A ROAD LEADING WEST
 CQ1192'FROM A CROSSROAD, 50 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 33,
 CQ1192'62 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 5 FEET EAST OF
 CQ1192'THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, 58 FEET SOUTH OF A
 CQ1192'12 IN. PINE TREE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST. IT IS A
 CQ1192'U.S.C. AND GS AND STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 CQ1192'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1146 ***********************************************************************
 CQ1146  DESIGNATION -  31 V 70 LADH
 CQ1146  PID         -  CQ1146
 CQ1146  STATE/COUNTY-  LA/LINCOLN
 CQ1146  USGS QUAD   -  CEDARTON (1985)
 CQ1146
 CQ1146                         *CURRENT SURVEY CONTROL
 CQ1146  ___________________________________________________________________
 CQ1146* NAD 83(1986)-  32 43 47.     (N)    092 37 12.     (W)     SCALED    
 CQ1146* NAVD 88     -        70.941  (meters)     232.75   (feet)  ADJUSTED  
 CQ1146  ___________________________________________________________________
 CQ1146  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1146  DYNAMIC HT  -          70.862 (meters)     232.49  (feet)  COMP
 CQ1146  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 CQ1146
 CQ1146  VERT ORDER  -  SECOND    CLASS 0
 CQ1146
 CQ1146.The horizontal coordinates were scaled from a topographic map and have
 CQ1146.an estimated accuracy of +/- 6 seconds.
 CQ1146
 CQ1146.The orthometric height was determined by differential leveling
 CQ1146.and adjusted by the National Geodetic Survey in June 1991..
 CQ1146
 CQ1146.The geoid height was determined by GEOID03.
 CQ1146
 CQ1146.The dynamic height is computed by dividing the NAVD 88
 CQ1146.geopotential number by the normal gravity value computed on the
 CQ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1146.degrees latitude (g = 980.6199 gals.).
 CQ1146
 CQ1146.The modeled gravity was interpolated from observed gravity values.
 CQ1146
 CQ1146;                    North         East    Units  Estimated Accuracy
 CQ1146;SPC LA N     -   247,240.      988,750.      MT  (+/- 180 meters Scaled)
 CQ1146
 CQ1146                          SUPERSEDED SURVEY CONTROL
 CQ1146
 CQ1146  NGVD 29 (??/??/??)   71.021  (m)          233.01   (f) ADJUSTED    2 0
 CQ1146
 CQ1146.Superseded values are not recommended for survey control.
 CQ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1146.See file dsdata.txt to determine how the superseded data were derived.
 CQ1146
 CQ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS356213(NAD 83)
 CQ1146_MARKER: DD = SURVEY DISK
 CQ1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1146_STAMPING: 31V70 1969
 CQ1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1146+STABILITY: SURFACE MOTION
 CQ1146
 CQ1146  HISTORY     - Date     Condition        Report By
 CQ1146  HISTORY     - 1969     MONUMENTED       LADH
 CQ1146
 CQ1146                          STATION DESCRIPTION
 CQ1146
 CQ1146'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1146'3.7 MI E FROM DUBACH.
 CQ1146'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1146'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 3.5 MILES TO THE
 CQ1146'MARK ON THE RIGHT.  IT IS 0.2 MILE EAST OF THE FELLOWSHIP BAPTIST
 CQ1146'CHURCH, 58 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTH
 CQ1146'OF A FENCE CORNER, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A STEEL
 CQ1146'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V70 1969
 CQ1146'AND SET IN THE TOP OF A CONCRETE POST PROJECTING   NCHES. 4-INCHES.
 CQ1146'SECTION 7, T 20N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1147 ***********************************************************************
 CQ1147  DESIGNATION -  31 V 71 LADH
 CQ1147  PID         -  CQ1147
 CQ1147  STATE/COUNTY-  LA/LINCOLN
 CQ1147  USGS QUAD   -  CEDARTON (1985)
 CQ1147
 CQ1147                         *CURRENT SURVEY CONTROL
 CQ1147  ___________________________________________________________________
 CQ1147* NAD 83(1986)-  32 43 54.     (N)    092 36 14.     (W)     SCALED    
 CQ1147* NAVD 88     -        79.656  (meters)     261.34   (feet)  ADJUSTED  
 CQ1147  ___________________________________________________________________
 CQ1147  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1147  DYNAMIC HT  -          79.568 (meters)     261.05  (feet)  COMP
 CQ1147  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CQ1147
 CQ1147  VERT ORDER  -  SECOND    CLASS 0
 CQ1147
 CQ1147.The horizontal coordinates were scaled from a topographic map and have
 CQ1147.an estimated accuracy of +/- 6 seconds.
 CQ1147
 CQ1147.The orthometric height was determined by differential leveling
 CQ1147.and adjusted by the National Geodetic Survey in June 1991..
 CQ1147
 CQ1147.The geoid height was determined by GEOID03.
 CQ1147
 CQ1147.The dynamic height is computed by dividing the NAVD 88
 CQ1147.geopotential number by the normal gravity value computed on the
 CQ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1147.degrees latitude (g = 980.6199 gals.).
 CQ1147
 CQ1147.The modeled gravity was interpolated from observed gravity values.
 CQ1147
 CQ1147;                    North         East    Units  Estimated Accuracy
 CQ1147;SPC LA N     -   247,450.      990,260.      MT  (+/- 180 meters Scaled)
 CQ1147
 CQ1147                          SUPERSEDED SURVEY CONTROL
 CQ1147
 CQ1147  NGVD 29 (??/??/??)   79.737  (m)          261.60   (f) ADJUSTED    2 0
 CQ1147
 CQ1147.Superseded values are not recommended for survey control.
 CQ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1147.See file dsdata.txt to determine how the superseded data were derived.
 CQ1147
 CQ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS371216(NAD 83)
 CQ1147_MARKER: DD = SURVEY DISK
 CQ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1147_STAMPING: 31V71 1969
 CQ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1147+STABILITY: SURFACE MOTION
 CQ1147
 CQ1147  HISTORY     - Date     Condition        Report By
 CQ1147  HISTORY     - 1969     MONUMENTED       LADH
 CQ1147
 CQ1147                          STATION DESCRIPTION
 CQ1147
 CQ1147'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1147'4.7 MI E FROM DUBACH.
 CQ1147'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1147'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 4.5 MILES TO THE
 CQ1147'MARK ON THE LEFT.  IT IS 0.1 MILE EAST OF THE INTERSECTION OF LINCOLN
 CQ1147'PARISH ROAD NO. 62, 83 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 37
 CQ1147'FEET WEST OF THE CENTERLINE OF THE EMERSON ROBERSON DRIVEWAY, 1 FOOT
 CQ1147'WEST OF A FENCE AND 1 FOOT NORTH OF A STEEL WITNESS POST. IT IS A LDH
 CQ1147'AND C AND GS B. M. DISK STAMPED 31V71 1969 AND SET IN THE TOP OF A
 CQ1147'CONCRETE POST PROJECTING 4-INCHES.  SECTION 8, T 20N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1148 ***********************************************************************
 CQ1148  DESIGNATION -  31 V 72 LADH
 CQ1148  PID         -  CQ1148
 CQ1148  STATE/COUNTY-  LA/LINCOLN
 CQ1148  USGS QUAD   -  CEDARTON (1985)
 CQ1148
 CQ1148                         *CURRENT SURVEY CONTROL
 CQ1148  ___________________________________________________________________
 CQ1148* NAD 83(1986)-  32 43 21.     (N)    092 35 48.     (W)     SCALED    
 CQ1148* NAVD 88     -        70.204  (meters)     230.33   (feet)  ADJUSTED  
 CQ1148  ___________________________________________________________________
 CQ1148  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1148  DYNAMIC HT  -          70.127 (meters)     230.07  (feet)  COMP
 CQ1148  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CQ1148
 CQ1148  VERT ORDER  -  SECOND    CLASS 0
 CQ1148
 CQ1148.The horizontal coordinates were scaled from a topographic map and have
 CQ1148.an estimated accuracy of +/- 6 seconds.
 CQ1148
 CQ1148.The orthometric height was determined by differential leveling
 CQ1148.and adjusted by the National Geodetic Survey in June 1991..
 CQ1148
 CQ1148.The geoid height was determined by GEOID03.
 CQ1148
 CQ1148.The dynamic height is computed by dividing the NAVD 88
 CQ1148.geopotential number by the normal gravity value computed on the
 CQ1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1148.degrees latitude (g = 980.6199 gals.).
 CQ1148
 CQ1148.The modeled gravity was interpolated from observed gravity values.
 CQ1148
 CQ1148;                    North         East    Units  Estimated Accuracy
 CQ1148;SPC LA N     -   246,430.      990,940.      MT  (+/- 180 meters Scaled)
 CQ1148
 CQ1148                          SUPERSEDED SURVEY CONTROL
 CQ1148
 CQ1148  NGVD 29 (??/??/??)   70.285  (m)          230.59   (f) ADJUSTED    2 0
 CQ1148
 CQ1148.Superseded values are not recommended for survey control.
 CQ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1148.See file dsdata.txt to determine how the superseded data were derived.
 CQ1148
 CQ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS377205(NAD 83)
 CQ1148_MARKER: DD = SURVEY DISK
 CQ1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1148_STAMPING: 31V72 1969
 CQ1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1148+STABILITY: SURFACE MOTION
 CQ1148
 CQ1148  HISTORY     - Date     Condition        Report By
 CQ1148  HISTORY     - 1969     MONUMENTED       LADH
 CQ1148
 CQ1148                          STATION DESCRIPTION
 CQ1148
 CQ1148'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1148'5.5 MI E FROM DUBACH.
 CQ1148'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1148'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 5.3 MILES TO THE
 CQ1148'MARK ON THE RIGHT.  IT IS 0.05 MILE EAST OF THE LORENA WALLER
 CQ1148'RESIDENCE, 81 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 39 FEET
 CQ1148'SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A
 CQ1148'STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V72
 CQ1148'1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING  INCHES.
 CQ1148'4-INCHES.  SECTION 17, T 20N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1149 ***********************************************************************
 CQ1149  DESIGNATION -  31 V 73 LADH
 CQ1149  PID         -  CQ1149
 CQ1149  STATE/COUNTY-  LA/LINCOLN
 CQ1149  USGS QUAD   -  CEDARTON (1985)
 CQ1149
 CQ1149                         *CURRENT SURVEY CONTROL
 CQ1149  ___________________________________________________________________
 CQ1149* NAD 83(1986)-  32 43 03.     (N)    092 34 57.     (W)     SCALED    
 CQ1149* NAVD 88     -        57.458  (meters)     188.51   (feet)  ADJUSTED  
 CQ1149  ___________________________________________________________________
 CQ1149  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1149  DYNAMIC HT  -          57.394 (meters)     188.30  (feet)  COMP
 CQ1149  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CQ1149
 CQ1149  VERT ORDER  -  SECOND    CLASS 0
 CQ1149
 CQ1149.The horizontal coordinates were scaled from a topographic map and have
 CQ1149.an estimated accuracy of +/- 6 seconds.
 CQ1149
 CQ1149.The orthometric height was determined by differential leveling
 CQ1149.and adjusted by the National Geodetic Survey in June 1991..
 CQ1149
 CQ1149.The geoid height was determined by GEOID03.
 CQ1149
 CQ1149.The dynamic height is computed by dividing the NAVD 88
 CQ1149.geopotential number by the normal gravity value computed on the
 CQ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1149.degrees latitude (g = 980.6199 gals.).
 CQ1149
 CQ1149.The modeled gravity was interpolated from observed gravity values.
 CQ1149
 CQ1149;                    North         East    Units  Estimated Accuracy
 CQ1149;SPC LA N     -   245,880.      992,270.      MT  (+/- 180 meters Scaled)
 CQ1149
 CQ1149                          SUPERSEDED SURVEY CONTROL
 CQ1149
 CQ1149  NGVD 29 (??/??/??)   57.539  (m)          188.78   (f) ADJUSTED    2 0
 CQ1149
 CQ1149.Superseded values are not recommended for survey control.
 CQ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1149.See file dsdata.txt to determine how the superseded data were derived.
 CQ1149
 CQ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS391200(NAD 83)
 CQ1149_MARKER: DD = SURVEY DISK
 CQ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1149_STAMPING: 31V73 1969
 CQ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1149+STABILITY: SURFACE MOTION
 CQ1149
 CQ1149  HISTORY     - Date     Condition        Report By
 CQ1149  HISTORY     - 1969     MONUMENTED       LADH
 CQ1149
 CQ1149                          STATION DESCRIPTION
 CQ1149
 CQ1149'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1149'6.4 MI E FROM DUBACH.
 CQ1149'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1149'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 6.2 MILES TO THE
 CQ1149'MARK ON THE RIGHT.  IT IS 125 FEET SOUTH OF THE CENTERLINE OF THE
 CQ1149'HIGHWAY, 27 FEET WEST OF THE CENTERLINE OF LINCOLN PARISH ROAD NO. 65,
 CQ1149'83 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 7 FEET
 CQ1149'SOUTHEAST OF TELEPHONE POLE NO. 92 AND 1 FOOT SOUTH OF A STEEL WITNESS
 CQ1149'POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V73 1969 AND SET
 CQ1149'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION 16, T 20N,
 CQ1149'R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1150 ***********************************************************************
 CQ1150  DESIGNATION -  31 V 74 LADH
 CQ1150  PID         -  CQ1150
 CQ1150  STATE/COUNTY-  LA/LINCOLN
 CQ1150  USGS QUAD   -  CEDARTON (1985)
 CQ1150
 CQ1150                         *CURRENT SURVEY CONTROL
 CQ1150  ___________________________________________________________________
 CQ1150* NAD 83(1986)-  32 42 33.     (N)    092 34 05.     (W)     SCALED    
 CQ1150* NAVD 88     -        61.151  (meters)     200.63   (feet)  ADJUSTED  
 CQ1150  ___________________________________________________________________
 CQ1150  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ1150  DYNAMIC HT  -          61.084 (meters)     200.41  (feet)  COMP
 CQ1150  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CQ1150
 CQ1150  VERT ORDER  -  SECOND    CLASS 0
 CQ1150
 CQ1150.The horizontal coordinates were scaled from a topographic map and have
 CQ1150.an estimated accuracy of +/- 6 seconds.
 CQ1150
 CQ1150.The orthometric height was determined by differential leveling
 CQ1150.and adjusted by the National Geodetic Survey in June 1991..
 CQ1150
 CQ1150.The geoid height was determined by GEOID03.
 CQ1150
 CQ1150.The dynamic height is computed by dividing the NAVD 88
 CQ1150.geopotential number by the normal gravity value computed on the
 CQ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1150.degrees latitude (g = 980.6199 gals.).
 CQ1150
 CQ1150.The modeled gravity was interpolated from observed gravity values.
 CQ1150
 CQ1150;                    North         East    Units  Estimated Accuracy
 CQ1150;SPC LA N     -   244,950.      993,620.      MT  (+/- 180 meters Scaled)
 CQ1150
 CQ1150                          SUPERSEDED SURVEY CONTROL
 CQ1150
 CQ1150  NGVD 29 (??/??/??)   61.232  (m)          200.89   (f) ADJUSTED    2 0
 CQ1150
 CQ1150.Superseded values are not recommended for survey control.
 CQ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1150.See file dsdata.txt to determine how the superseded data were derived.
 CQ1150
 CQ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS404191(NAD 83)
 CQ1150_MARKER: DD = SURVEY DISK
 CQ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1150_STAMPING: 31V74 1969
 CQ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1150+STABILITY: SURFACE MOTION
 CQ1150
 CQ1150  HISTORY     - Date     Condition        Report By
 CQ1150  HISTORY     - 1969     MONUMENTED       LADH
 CQ1150
 CQ1150                          STATION DESCRIPTION
 CQ1150
 CQ1150'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1150'7.4 MI E FROM DUBACH.
 CQ1150'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1150'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 7.2 MILES TO THE
 CQ1150'MARK ON THE RIGHT.  IT IS 97 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CQ1150'HIGHWAY, 47 FEET SOUTHWEST OF A FENCE CORNER, 45 FEET SOUTHWEST OF A
 CQ1150'POWER POLE AND 91 FEET NORTH OF A WATER WELL.  IT IS 0.3 MILE
 CQ1150'SOUTHEAST OF THE INTERSECTION OF LINCOLN PARISH ROAD NO. 64
 CQ1150'INTERSECTING FROM THE NORTHEAST AND 1 FOOT SOUTHWEST OF A STEEL
 CQ1150'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V74 1969
 CQ1150'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION
 CQ1150'22, T 20N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1151 ***********************************************************************
 CQ1151  DESIGNATION -  31 V 75 LADH
 CQ1151  PID         -  CQ1151
 CQ1151  STATE/COUNTY-  LA/LINCOLN
 CQ1151  USGS QUAD   -  CEDARTON (1985)
 CQ1151
 CQ1151                         *CURRENT SURVEY CONTROL
 CQ1151  ___________________________________________________________________
 CQ1151* NAD 83(1986)-  32 41 55.     (N)    092 33 34.     (W)     SCALED    
 CQ1151* NAVD 88     -        26.300  (meters)      86.29   (feet)  ADJUSTED  
 CQ1151  ___________________________________________________________________
 CQ1151  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1151  DYNAMIC HT  -          26.271 (meters)      86.19  (feet)  COMP
 CQ1151  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 CQ1151
 CQ1151  VERT ORDER  -  SECOND    CLASS 0
 CQ1151
 CQ1151.The horizontal coordinates were scaled from a topographic map and have
 CQ1151.an estimated accuracy of +/- 6 seconds.
 CQ1151
 CQ1151.The orthometric height was determined by differential leveling
 CQ1151.and adjusted by the National Geodetic Survey in June 1991..
 CQ1151
 CQ1151.The geoid height was determined by GEOID03.
 CQ1151
 CQ1151.The dynamic height is computed by dividing the NAVD 88
 CQ1151.geopotential number by the normal gravity value computed on the
 CQ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1151.degrees latitude (g = 980.6199 gals.).
 CQ1151
 CQ1151.The modeled gravity was interpolated from observed gravity values.
 CQ1151
 CQ1151;                    North         East    Units  Estimated Accuracy
 CQ1151;SPC LA N     -   243,780.      994,430.      MT  (+/- 180 meters Scaled)
 CQ1151
 CQ1151                          SUPERSEDED SURVEY CONTROL
 CQ1151
 CQ1151  NGVD 29 (??/??/??)   26.381  (m)           86.55   (f) ADJUSTED    2 0
 CQ1151
 CQ1151.Superseded values are not recommended for survey control.
 CQ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1151.See file dsdata.txt to determine how the superseded data were derived.
 CQ1151
 CQ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS412179(NAD 83)
 CQ1151_MARKER: DD = SURVEY DISK
 CQ1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1151_STAMPING: 31V75 1969
 CQ1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1151+STABILITY: SURFACE MOTION
 CQ1151
 CQ1151  HISTORY     - Date     Condition        Report By
 CQ1151  HISTORY     - 1969     MONUMENTED       LADH
 CQ1151
 CQ1151                          STATION DESCRIPTION
 CQ1151
 CQ1151'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1151'8.2 MI E FROM DUBACH.
 CQ1151'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1151'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 8.0 MILES TO THE
 CQ1151'MARK ON THE LEFT.  IT IS 146 FEET NORTHEAST OF THE CENTERLINE OF THE
 CQ1151'HIGHWAY, 17 FEET SOUTHEAST OF THE CENTERLINE OF A WOODS ROAD, 25 FEET
 CQ1151'SOUTH OF A 12-INCH PINE TREE AND 1 1/2 FEET NORTHEAST OF A STEEL
 CQ1151'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V75 1969
 CQ1151'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION
 CQ1151'22, T 20N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1152 ***********************************************************************
 CQ1152  DESIGNATION -  31 V 76 LADH
 CQ1152  PID         -  CQ1152
 CQ1152  STATE/COUNTY-  LA/LINCOLN
 CQ1152  USGS QUAD   -  CEDARTON (1985)
 CQ1152
 CQ1152                         *CURRENT SURVEY CONTROL
 CQ1152  ___________________________________________________________________
 CQ1152* NAD 83(1986)-  32 41 37.     (N)    092 33 06.     (W)     SCALED    
 CQ1152* NAVD 88     -        33.115  (meters)     108.64   (feet)  ADJUSTED  
 CQ1152  ___________________________________________________________________
 CQ1152  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1152  DYNAMIC HT  -          33.078 (meters)     108.52  (feet)  COMP
 CQ1152  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 CQ1152
 CQ1152  VERT ORDER  -  SECOND    CLASS 0
 CQ1152
 CQ1152.The horizontal coordinates were scaled from a topographic map and have
 CQ1152.an estimated accuracy of +/- 6 seconds.
 CQ1152
 CQ1152.The orthometric height was determined by differential leveling
 CQ1152.and adjusted by the National Geodetic Survey in June 1991..
 CQ1152
 CQ1152.The geoid height was determined by GEOID03.
 CQ1152
 CQ1152.The dynamic height is computed by dividing the NAVD 88
 CQ1152.geopotential number by the normal gravity value computed on the
 CQ1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1152.degrees latitude (g = 980.6199 gals.).
 CQ1152
 CQ1152.The modeled gravity was interpolated from observed gravity values.
 CQ1152
 CQ1152;                    North         East    Units  Estimated Accuracy
 CQ1152;SPC LA N     -   243,230.      995,160.      MT  (+/- 180 meters Scaled)
 CQ1152
 CQ1152                          SUPERSEDED SURVEY CONTROL
 CQ1152
 CQ1152  NGVD 29 (??/??/??)   33.196  (m)          108.91   (f) ADJUSTED    2 0
 CQ1152
 CQ1152.Superseded values are not recommended for survey control.
 CQ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1152.See file dsdata.txt to determine how the superseded data were derived.
 CQ1152
 CQ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS420174(NAD 83)
 CQ1152_MARKER: DD = SURVEY DISK
 CQ1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1152_STAMPING: 31V76 1969
 CQ1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1152+STABILITY: SURFACE MOTION
 CQ1152
 CQ1152  HISTORY     - Date     Condition        Report By
 CQ1152  HISTORY     - 1969     MONUMENTED       LADH
 CQ1152
 CQ1152                          STATION DESCRIPTION
 CQ1152
 CQ1152'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1152'8.7 MI E FROM DUBACH.
 CQ1152'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1152'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 8.5 MILES TO THE
 CQ1152'MARK ON THE RIGHT.  IT IS 0.05 MILE SOUTHEAST OF THE BAYOU DARBONNE
 CQ1152'BRIDGE, 98 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 72 FEET
 CQ1152'SOUTHEAST OF THE CENTERLINE OF A WOODS ROAD, 26 FEET EAST OF A 15-INCH
 CQ1152'ASH TREE AND 1 1/2 FEET SOUTHWEST OF A STEEL WITNESS POST. IT IS A LDH
 CQ1152'AND C AND GS B. M. DISK STAMPED 31V76 1969 AND SET IN THE TOP OF A
 CQ1152'CONCRETE POST PROJECTING 5-INCHES.  SECTION 26, T 20N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1153 ***********************************************************************
 CQ1153  DESIGNATION -  31 V 77 LADH
 CQ1153  PID         -  CQ1153
 CQ1153  STATE/COUNTY-  LA/LINCOLN
 CQ1153  USGS QUAD   -  CEDARTON (1985)
 CQ1153
 CQ1153                         *CURRENT SURVEY CONTROL
 CQ1153  ___________________________________________________________________
 CQ1153* NAD 83(1986)-  32 41 08.     (N)    092 32 21.     (W)     SCALED    
 CQ1153* NAVD 88     -        57.703  (meters)     189.31   (feet)  ADJUSTED  
 CQ1153  ___________________________________________________________________
 CQ1153  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1153  DYNAMIC HT  -          57.639 (meters)     189.10  (feet)  COMP
 CQ1153  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 CQ1153
 CQ1153  VERT ORDER  -  SECOND    CLASS 0
 CQ1153
 CQ1153.The horizontal coordinates were scaled from a topographic map and have
 CQ1153.an estimated accuracy of +/- 6 seconds.
 CQ1153
 CQ1153.The orthometric height was determined by differential leveling
 CQ1153.and adjusted by the National Geodetic Survey in June 1991..
 CQ1153
 CQ1153.The geoid height was determined by GEOID03.
 CQ1153
 CQ1153.The dynamic height is computed by dividing the NAVD 88
 CQ1153.geopotential number by the normal gravity value computed on the
 CQ1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1153.degrees latitude (g = 980.6199 gals.).
 CQ1153
 CQ1153.The modeled gravity was interpolated from observed gravity values.
 CQ1153
 CQ1153;                    North         East    Units  Estimated Accuracy
 CQ1153;SPC LA N     -   242,330.      996,330.      MT  (+/- 180 meters Scaled)
 CQ1153
 CQ1153                          SUPERSEDED SURVEY CONTROL
 CQ1153
 CQ1153  NGVD 29 (??/??/??)   57.783  (m)          189.58   (f) ADJUSTED    2 0
 CQ1153
 CQ1153.Superseded values are not recommended for survey control.
 CQ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1153.See file dsdata.txt to determine how the superseded data were derived.
 CQ1153
 CQ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS432165(NAD 83)
 CQ1153_MARKER: DD = SURVEY DISK
 CQ1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1153_STAMPING: 31V77 1969
 CQ1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1153+STABILITY: SURFACE MOTION
 CQ1153
 CQ1153  HISTORY     - Date     Condition        Report By
 CQ1153  HISTORY     - 1969     MONUMENTED       LADH
 CQ1153
 CQ1153                          STATION DESCRIPTION
 CQ1153
 CQ1153'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1153'9.7 MI E FROM DUBACH.
 CQ1153'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1153'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 9.5 MILES TO THE
 CQ1153'MARK ON THE LEFT.  IT IS 0.2 MILE NORTHWEST OF A CROSSROADS, 124 FEET
 CQ1153'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 102 FEET NORTHEAST OF THE
 CQ1153'NORTHEAST END OF A CONCRETE CULVERT UNDER THE HIGHWAY, 9 FEET NORTH OF
 CQ1153'A 6-INCH PINE TREE AND 1 1/2 FEET NORTHEAST OF A STEEL WITNESS POST.
 CQ1153'IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V77 1969 AND SET IN THE
 CQ1153'TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION 26, T 20N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1154 ***********************************************************************
 CQ1154  DESIGNATION -  31 V 78 LADH
 CQ1154  PID         -  CQ1154
 CQ1154  STATE/COUNTY-  LA/LINCOLN
 CQ1154  USGS QUAD   -  CEDARTON (1985)
 CQ1154
 CQ1154                         *CURRENT SURVEY CONTROL
 CQ1154  ___________________________________________________________________
 CQ1154* NAD 83(1986)-  32 41 08.     (N)    092 31 25.     (W)     SCALED    
 CQ1154* NAVD 88     -        67.030  (meters)     219.91   (feet)  ADJUSTED  
 CQ1154  ___________________________________________________________________
 CQ1154  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1154  DYNAMIC HT  -          66.955 (meters)     219.67  (feet)  COMP
 CQ1154  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 CQ1154
 CQ1154  VERT ORDER  -  SECOND    CLASS 0
 CQ1154
 CQ1154.The horizontal coordinates were scaled from a topographic map and have
 CQ1154.an estimated accuracy of +/- 6 seconds.
 CQ1154
 CQ1154.The orthometric height was determined by differential leveling
 CQ1154.and adjusted by the National Geodetic Survey in June 1991..
 CQ1154
 CQ1154.The geoid height was determined by GEOID03.
 CQ1154
 CQ1154.The dynamic height is computed by dividing the NAVD 88
 CQ1154.geopotential number by the normal gravity value computed on the
 CQ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1154.degrees latitude (g = 980.6199 gals.).
 CQ1154
 CQ1154.The modeled gravity was interpolated from observed gravity values.
 CQ1154
 CQ1154;                    North         East    Units  Estimated Accuracy
 CQ1154;SPC LA N     -   242,330.      997,790.      MT  (+/- 180 meters Scaled)
 CQ1154
 CQ1154                          SUPERSEDED SURVEY CONTROL
 CQ1154
 CQ1154  NGVD 29 (??/??/??)   67.109  (m)          220.17   (f) ADJUSTED    2 0
 CQ1154
 CQ1154.Superseded values are not recommended for survey control.
 CQ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1154.See file dsdata.txt to determine how the superseded data were derived.
 CQ1154
 CQ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS446165(NAD 83)
 CQ1154_MARKER: DD = SURVEY DISK
 CQ1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1154_STAMPING: 31V78 1969
 CQ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1154+STABILITY: SURFACE MOTION
 CQ1154
 CQ1154  HISTORY     - Date     Condition        Report By
 CQ1154  HISTORY     - 1969     MONUMENTED       LADH
 CQ1154
 CQ1154                          STATION DESCRIPTION
 CQ1154
 CQ1154'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1154'10.7 MI E FROM DUBACH.
 CQ1154'LOCATED 0.2 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1154'DUBACH, THENCE EAST ALONG STATE HIGHWAY LA. 151 FOR 10.5 MILES TO THE
 CQ1154'MARK ON THE RIGHT.  IT IS 0.2 MILE WEST OF THE LINCOLN AND UNION
 CQ1154'PARISH BOUNDRY, 103 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6
 CQ1154'FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 71 FEET SOUTH OF A FENCE
 CQ1154'CORNER, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTH OF A STEEL WITNESS
 CQ1154'POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V78 1969 AND SET
 CQ1154'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION 36, T 20N,
 CQ1154'R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1055 ***********************************************************************
 CQ1055  DESIGNATION -  31 V 79 LADH
 CQ1055  PID         -  CQ1055
 CQ1055  STATE/COUNTY-  LA/LINCOLN
 CQ1055  USGS QUAD   -  DUBACH (1985)
 CQ1055
 CQ1055                         *CURRENT SURVEY CONTROL
 CQ1055  ___________________________________________________________________
 CQ1055* NAD 83(1986)-  32 39 20.     (N)    092 39 42.     (W)     SCALED    
 CQ1055* NAVD 88     -        73.350  (meters)     240.65   (feet)  ADJUSTED  
 CQ1055  ___________________________________________________________________
 CQ1055  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1055  DYNAMIC HT  -          73.268 (meters)     240.38  (feet)  COMP
 CQ1055  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 CQ1055
 CQ1055  VERT ORDER  -  SECOND    CLASS 0
 CQ1055
 CQ1055.The horizontal coordinates were scaled from a topographic map and have
 CQ1055.an estimated accuracy of +/- 6 seconds.
 CQ1055
 CQ1055.The orthometric height was determined by differential leveling
 CQ1055.and adjusted by the National Geodetic Survey in June 1991..
 CQ1055
 CQ1055.The geoid height was determined by GEOID03.
 CQ1055
 CQ1055.The dynamic height is computed by dividing the NAVD 88
 CQ1055.geopotential number by the normal gravity value computed on the
 CQ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1055.degrees latitude (g = 980.6199 gals.).
 CQ1055
 CQ1055.The modeled gravity was interpolated from observed gravity values.
 CQ1055
 CQ1055;                    North         East    Units  Estimated Accuracy
 CQ1055;SPC LA N     -   239,020.      984,830.      MT  (+/- 180 meters Scaled)
 CQ1055
 CQ1055                          SUPERSEDED SURVEY CONTROL
 CQ1055
 CQ1055  NGVD 29 (??/??/??)   73.426  (m)          240.90   (f) ADJUSTED    2 0
 CQ1055
 CQ1055.Superseded values are not recommended for survey control.
 CQ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1055.See file dsdata.txt to determine how the superseded data were derived.
 CQ1055
 CQ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS317131(NAD 83)
 CQ1055_MARKER: DD = SURVEY DISK
 CQ1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1055_STAMPING: 31V79 1968
 CQ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1055+STABILITY: SURFACE MOTION
 CQ1055
 CQ1055  HISTORY     - Date     Condition        Report By
 CQ1055  HISTORY     - 1968     MONUMENTED       LADH
 CQ1055
 CQ1055                          STATION DESCRIPTION
 CQ1055
 CQ1055'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1055'9.9 MI N FROM RUSTON.
 CQ1055'LOCATED 9.0 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1055'PARISH COURTHOUSE IN RUSTON, THENCE WEST ALONG STATE HIGHWAY LA. 822
 CQ1055'FOR 0.9 MILE TO THE MARK ON THE RIGHT IN SECTION 3, T19N, R3W.  IT IS
 CQ1055'91 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 47 FEET NORTH OF A
 CQ1055'24-INCH SWEET GUM TREE WHICH IS A REFERENCE TREE TO A 1/4 SECTION
 CQ1055'CORNER WITH MARKINGS VISIBLE FROM THE HIGHWAY, 39 FEET SOUTH OF A
 CQ1055'30-INCH WHITE OAK TREE, 5 FEET WEST OF A FENCE AND 1 FOOT NORTH OF A
 CQ1055'STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 31V79
 CQ1055'1968 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES. NOTE--
 CQ1055'IT IS 0.9 MILE WEST OF B. M. 31V48 (LDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1193 ***********************************************************************
 CQ1193  DESIGNATION -  31 V 8 LADH
 CQ1193  PID         -  CQ1193
 CQ1193  STATE/COUNTY-  LA/LINCOLN
 CQ1193  USGS QUAD   -  CEDARTON (1985)
 CQ1193
 CQ1193                         *CURRENT SURVEY CONTROL
 CQ1193  ___________________________________________________________________
 CQ1193* NAD 83(1986)-  32 38 38.     (N)    092 30 29.     (W)     SCALED    
 CQ1193* NAVD 88     -        64.602  (meters)     211.95   (feet)  ADJUSTED  
 CQ1193  ___________________________________________________________________
 CQ1193  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1193  DYNAMIC HT  -          64.530 (meters)     211.71  (feet)  COMP
 CQ1193  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 CQ1193
 CQ1193  VERT ORDER  -  SECOND    CLASS 0
 CQ1193
 CQ1193.The horizontal coordinates were scaled from a topographic map and have
 CQ1193.an estimated accuracy of +/- 6 seconds.
 CQ1193
 CQ1193.The orthometric height was determined by differential leveling
 CQ1193.and adjusted by the National Geodetic Survey in June 1991..
 CQ1193
 CQ1193.The geoid height was determined by GEOID03.
 CQ1193
 CQ1193.The dynamic height is computed by dividing the NAVD 88
 CQ1193.geopotential number by the normal gravity value computed on the
 CQ1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1193.degrees latitude (g = 980.6199 gals.).
 CQ1193
 CQ1193.The modeled gravity was interpolated from observed gravity values.
 CQ1193
 CQ1193;                    North         East    Units  Estimated Accuracy
 CQ1193;SPC LA N     -   237,710.      999,240.      MT  (+/- 180 meters Scaled)
 CQ1193
 CQ1193                          SUPERSEDED SURVEY CONTROL
 CQ1193
 CQ1193  NGVD 29 (??/??/??)   64.681  (m)          212.21   (f) ADJUSTED    2 0
 CQ1193
 CQ1193.Superseded values are not recommended for survey control.
 CQ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1193.See file dsdata.txt to determine how the superseded data were derived.
 CQ1193
 CQ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS461119(NAD 83)
 CQ1193_MARKER: DE = TRAVERSE STATION DISK
 CQ1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1193_STAMPING: 31V8 1967
 CQ1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1193+STABILITY: SURFACE MOTION
 CQ1193
 CQ1193  HISTORY     - Date     Condition        Report By
 CQ1193  HISTORY     - 1967     MONUMENTED       LADH
 CQ1193
 CQ1193                          STATION DESCRIPTION
 CQ1193
 CQ1193'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ1193'12.3 MI NE FROM RUSTON.
 CQ1193'LOCATED 0.3 MILE NORTH ALONG U.S. HIGHWAY FROM THE LINCOLN PARISH
 CQ1193'COURTHOUSE IN RUSTON, THENCE EAST ALONG U.S. HIGHWAY 80 FOR 0.8 MILE
 CQ1193'TO ITS JUNCTION WITH STATE HIGHWAY 33, TAKE THE LEFT FORK AND CONTINUE
 CQ1193'NORTHEAST ON STATE HIGHWAY 33 FOR 11.25 MILES TO THE MARK ON THE LEFT.
 CQ1193'IT IS 83 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 94 FEET
 CQ1193'NORTHWEST OF LINCOLN PARISH ROAD 507, 60 FEET SOUTH OF A 12 INCH PINE
 CQ1193'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS LDH AND C AND GS
 CQ1193'TRAVERSE DISK STAMPED 31V8 1967 AND SET IN THE TOP OF A CONCRETE POST
 CQ1193'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1056 ***********************************************************************
 CQ1056  DESIGNATION -  31 V 80 LADH
 CQ1056  PID         -  CQ1056
 CQ1056  STATE/COUNTY-  LA/LINCOLN
 CQ1056  USGS QUAD   -  DUBACH (1985)
 CQ1056
 CQ1056                         *CURRENT SURVEY CONTROL
 CQ1056  ___________________________________________________________________
 CQ1056* NAD 83(1986)-  32 39 01.     (N)    092 40 36.     (W)     SCALED    
 CQ1056* NAVD 88     -        75.504  (meters)     247.72   (feet)  ADJUSTED  
 CQ1056  ___________________________________________________________________
 CQ1056  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1056  DYNAMIC HT  -          75.420 (meters)     247.44  (feet)  COMP
 CQ1056  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 CQ1056
 CQ1056  VERT ORDER  -  SECOND    CLASS 0
 CQ1056
 CQ1056.The horizontal coordinates were scaled from a topographic map and have
 CQ1056.an estimated accuracy of +/- 6 seconds.
 CQ1056
 CQ1056.The orthometric height was determined by differential leveling
 CQ1056.and adjusted by the National Geodetic Survey in June 1991..
 CQ1056
 CQ1056.The geoid height was determined by GEOID03.
 CQ1056
 CQ1056.The dynamic height is computed by dividing the NAVD 88
 CQ1056.geopotential number by the normal gravity value computed on the
 CQ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1056.degrees latitude (g = 980.6199 gals.).
 CQ1056
 CQ1056.The modeled gravity was interpolated from observed gravity values.
 CQ1056
 CQ1056;                    North         East    Units  Estimated Accuracy
 CQ1056;SPC LA N     -   238,430.      983,430.      MT  (+/- 180 meters Scaled)
 CQ1056
 CQ1056                          SUPERSEDED SURVEY CONTROL
 CQ1056
 CQ1056  NGVD 29 (??/??/??)   75.580  (m)          247.97   (f) ADJUSTED    2 0
 CQ1056
 CQ1056.Superseded values are not recommended for survey control.
 CQ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1056.See file dsdata.txt to determine how the superseded data were derived.
 CQ1056
 CQ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS303125(NAD 83)
 CQ1056_MARKER: DD = SURVEY DISK
 CQ1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1056_STAMPING: 31V80 1968
 CQ1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1056+STABILITY: SURFACE MOTION
 CQ1056
 CQ1056  HISTORY     - Date     Condition        Report By
 CQ1056  HISTORY     - 1968     MONUMENTED       LADH
 CQ1056
 CQ1056                          STATION DESCRIPTION
 CQ1056
 CQ1056'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1056'11.0 MI N FROM RUSTON.
 CQ1056'LOCATED 9.0 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1056'PARISH COURTHOUSE IN RUSTON, THENCE WEST ALONG STATE HIGHWAY LA. 822
 CQ1056'FOR 1.95 MILES TO THE MARK ON THE RIGHT IN SECTION 9, T19N, R3W.  IT
 CQ1056'IS IN THE SETTLEMENT OF HILLY, 159 FEET NORTH OF THE CENTERLINE OF THE
 CQ1056'HIGHWAY, 218 FEET NORTH OF THE HILLY METHODIST CHURCH NORTHWEST
 CQ1056'CORNER, 1 FOOT WEST OF A FENCE AND 1 FOOT WEST OF A STEEL WITNESS
 CQ1056'POST.  IT IS LDH AND C AND GS B. M. DISK STAMPED 31V80 1968 AND SET IN
 CQ1056'THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1057 ***********************************************************************
 CQ1057  DESIGNATION -  31 V 81 LADH
 CQ1057  PID         -  CQ1057
 CQ1057  STATE/COUNTY-  LA/LINCOLN
 CQ1057  USGS QUAD   -  DUBACH (1985)
 CQ1057
 CQ1057                         *CURRENT SURVEY CONTROL
 CQ1057  ___________________________________________________________________
 CQ1057* NAD 83(1986)-  32 39 46.     (N)    092 40 41.     (W)     SCALED    
 CQ1057* NAVD 88     -        63.709  (meters)     209.02   (feet)  ADJUSTED  
 CQ1057  ___________________________________________________________________
 CQ1057  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1057  DYNAMIC HT  -          63.638 (meters)     208.79  (feet)  COMP
 CQ1057  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 CQ1057
 CQ1057  VERT ORDER  -  SECOND    CLASS 0
 CQ1057
 CQ1057.The horizontal coordinates were scaled from a topographic map and have
 CQ1057.an estimated accuracy of +/- 6 seconds.
 CQ1057
 CQ1057.The orthometric height was determined by differential leveling
 CQ1057.and adjusted by the National Geodetic Survey in June 1991..
 CQ1057
 CQ1057.The geoid height was determined by GEOID03.
 CQ1057
 CQ1057.The dynamic height is computed by dividing the NAVD 88
 CQ1057.geopotential number by the normal gravity value computed on the
 CQ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1057.degrees latitude (g = 980.6199 gals.).
 CQ1057
 CQ1057.The modeled gravity was interpolated from observed gravity values.
 CQ1057
 CQ1057;                    North         East    Units  Estimated Accuracy
 CQ1057;SPC LA N     -   239,820.      983,300.      MT  (+/- 180 meters Scaled)
 CQ1057
 CQ1057                          SUPERSEDED SURVEY CONTROL
 CQ1057
 CQ1057  NGVD 29 (??/??/??)   63.786  (m)          209.27   (f) ADJUSTED    2 0
 CQ1057
 CQ1057.Superseded values are not recommended for survey control.
 CQ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1057.See file dsdata.txt to determine how the superseded data were derived.
 CQ1057
 CQ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS301139(NAD 83)
 CQ1057_MARKER: DD = SURVEY DISK
 CQ1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1057_STAMPING: 31V81 1968
 CQ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1057+STABILITY: SURFACE MOTION
 CQ1057
 CQ1057  HISTORY     - Date     Condition        Report By
 CQ1057  HISTORY     - 1968     MONUMENTED       LADH
 CQ1057
 CQ1057                          STATION DESCRIPTION
 CQ1057
 CQ1057'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1057'11.9 MI N FROM RUSTON.
 CQ1057'LOCATED 9.0 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1057'PARISH COURTHOUSE IN RUSTON, THENCE WEST ALONG STATE HIGHWAY LA. 822
 CQ1057'FOR 2.0 MILES, THENCE NORTH ALONG LINCOLN PARISH ROAD NO. 681 FOR 0.9
 CQ1057'MILE TO THE MARK ON THE RIGHT IN SECTION 4, T19N, R3W.  IT IS 122 FEET
 CQ1057'NORTHEAST OF THE CENTERLINE OF THE ROAD, APPROXIMATELY 250 FEET EAST
 CQ1057'OF A RAILROAD TRACK, 204 FEET SOUTHEAST OF THE INTERSECTION OF THE LEO
 CQ1057'BAGLEY DRIVEWAY WITH PARISH ROAD, 43 FEET NORTH OF THE CENTERLINE OF A
 CQ1057'WOODS ROAD AND 1 FOOT EAST OF A STEEL WITNESS POST. IT IS A LDH AND C
 CQ1057'AND GS B. M. DISK STAMPED 31V81 1968 AND SET IN THE TOP OF A CONCRETE
 CQ1057'POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1194 ***********************************************************************
 CQ1194  DESIGNATION -  31 V 9 LADH
 CQ1194  PID         -  CQ1194
 CQ1194  STATE/COUNTY-  LA/LINCOLN
 CQ1194  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ1194
 CQ1194                         *CURRENT SURVEY CONTROL
 CQ1194  ___________________________________________________________________
 CQ1194* NAD 83(1986)-  32 39 20.     (N)    092 29 30.     (W)     SCALED    
 CQ1194* NAVD 88     -        60.976  (meters)     200.05   (feet)  ADJUSTED  
 CQ1194  ___________________________________________________________________
 CQ1194  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1194  DYNAMIC HT  -          60.908 (meters)     199.83  (feet)  COMP
 CQ1194  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CQ1194
 CQ1194  VERT ORDER  -  SECOND    CLASS 0
 CQ1194
 CQ1194.The horizontal coordinates were scaled from a topographic map and have
 CQ1194.an estimated accuracy of +/- 6 seconds.
 CQ1194
 CQ1194.The orthometric height was determined by differential leveling
 CQ1194.and adjusted by the National Geodetic Survey in June 1991..
 CQ1194
 CQ1194.The geoid height was determined by GEOID03.
 CQ1194
 CQ1194.The dynamic height is computed by dividing the NAVD 88
 CQ1194.geopotential number by the normal gravity value computed on the
 CQ1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1194.degrees latitude (g = 980.6199 gals.).
 CQ1194
 CQ1194.The modeled gravity was interpolated from observed gravity values.
 CQ1194
 CQ1194;                    North         East    Units  Estimated Accuracy
 CQ1194;SPC LA N     -   239,010.    1,000,780.      MT  (+/- 180 meters Scaled)
 CQ1194
 CQ1194                          SUPERSEDED SURVEY CONTROL
 CQ1194
 CQ1194  NGVD 29 (??/??/??)   61.055  (m)          200.31   (f) ADJUSTED    2 0
 CQ1194
 CQ1194.Superseded values are not recommended for survey control.
 CQ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1194.See file dsdata.txt to determine how the superseded data were derived.
 CQ1194
 CQ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS476132(NAD 83)
 CQ1194_MARKER: DE = TRAVERSE STATION DISK
 CQ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1194_STAMPING: 31V9 1967
 CQ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1194+STABILITY: SURFACE MOTION
 CQ1194
 CQ1194  HISTORY     - Date     Condition        Report By
 CQ1194  HISTORY     - 1967     MONUMENTED       LADH
 CQ1194
 CQ1194                          STATION DESCRIPTION
 CQ1194
 CQ1194'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ1194'13.5 MI NE FROM RUSTON.
 CQ1194'LOCATED 0.3 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1194'COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR 0.8 MILE
 CQ1194'TO ITS JUNCTION WITH STATE HIGHWAY 33, TAKE LEFT FORK AND CONTINUE
 CQ1194'NORTHEAST ON STATE HIGHWAY 33 FOR 12.4 MILES TO THE MARK ON THE RIGHT.
 CQ1194'IT IS 56 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET
 CQ1194'SOUTH OF A 24 INCH PINE, 54 FEET NORTH OF THE NORTHWEST CORNER OF A
 CQ1194'BARN AND 1.5 FEET NORTH OF A METAL WITNESS POST.  IT IS A LDH AND C
 CQ1194'AND GS TRAVERSE DISK STAMPED 31V9 1967, SET IN THE TOP OF A CONCRETE
 CQ1194'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0540 ***********************************************************************
 BJ0540  DESIGNATION -  310 LAGS
 BJ0540  PID         -  BJ0540
 BJ0540  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0540  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0540
 BJ0540                         *CURRENT SURVEY CONTROL
 BJ0540  ___________________________________________________________________
 BJ0540* NAD 83(1986)-  30 32 35.     (N)    091 10 36.     (W)     SCALED    
 BJ0540* NAVD 88     -        21.84   (+/-2cm)      71.7    (feet)  VERTCON   
 BJ0540  ___________________________________________________________________
 BJ0540  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0540
 BJ0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0540
 BJ0540.The horizontal coordinates were scaled from a topographic map and have
 BJ0540.an estimated accuracy of +/- 6 seconds.
 BJ0540
 BJ0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0540.The vertical order pertains to the NGVD 29 superseded value.
 BJ0540
 BJ0540.The geoid height was determined by GEOID03.
 BJ0540
 BJ0540;                    North         East    Units  Estimated Accuracy
 BJ0540;SPC LA S     -   226,480.    1,015,030.      MT  (+/- 180 meters Scaled)
 BJ0540
 BJ0540                          SUPERSEDED SURVEY CONTROL
 BJ0540
 BJ0540  NGVD 29 (??/??/??)   21.835  (m)           71.64   (f) ADJUSTED    2 0
 BJ0540
 BJ0540.Superseded values are not recommended for survey control.
 BJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0540.See file dsdata.txt to determine how the superseded data were derived.
 BJ0540
 BJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP749803(NAD 83)
 BJ0540_MARKER: DD = SURVEY DISK
 BJ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0540_STAMPING: 310
 BJ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0540+STABILITY: SURFACE MOTION
 BJ0540
 BJ0540  HISTORY     - Date     Condition        Report By
 BJ0540  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0540  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ0540  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0540  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0540
 BJ0540                          STATION DESCRIPTION
 BJ0540
 BJ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0540'1.4 MI N FROM SCOTLAND.
 BJ0540'1.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 BJ0540'AT SCOTLAND, EAST BATON ROUGE PARISH, 138 FEET NORTH OF BRIDGE L
 BJ0540'359.5, ON THE SOUTH EDGE OF A CROSSROAD, AND 10 FEET EAST OF THE
 BJ0540'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 310 AND SET IN THE
 BJ0540'TOP OF A CONCRETE POST.
 BJ0540
 BJ0540                          STATION RECOVERY (1965)
 BJ0540
 BJ0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0540'MARK NOT FOUND.
 BJ0540
 BJ0540                          STATION RECOVERY (1976)
 BJ0540
 BJ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1454 ***********************************************************************
 CP1454  DESIGNATION -  3100 A BOLT
 CP1454  PID         -  CP1454
 CP1454  STATE/COUNTY-  LA/MADISON
 CP1454  USGS QUAD   -  MOUND (1973)
 CP1454
 CP1454                         *CURRENT SURVEY CONTROL
 CP1454  ___________________________________________________________________
 CP1454* NAD 83(1986)-  32 21 15.     (N)    091 01 00.     (W)     SCALED    
 CP1454* NAVD 88     -        24.87   (+/-2cm)      81.6    (feet)  VERTCON   
 CP1454  ___________________________________________________________________
 CP1454  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1454
 CP1454  VERT ORDER  -  ? (See Below)
 CP1454
 CP1454.The horizontal coordinates were scaled from a topographic map and have
 CP1454.an estimated accuracy of +/- 6 seconds.
 CP1454
 CP1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1454.The vertical order pertains to the NGVD 29 superseded value.
 CP1454
 CP1454.The geoid height was determined by GEOID03.
 CP1454
 CP1454;                    North         East    Units  Estimated Accuracy
 CP1454;SPC LA N     -   206,540.    1,139,610.      MT  (+/- 180 meters Scaled)
 CP1454
 CP1454                          SUPERSEDED SURVEY CONTROL
 CP1454
 CP1454  NGVD 29 (??/??/92)   24.867  (m)           81.58   (f) ADJ UNCH    ?  
 CP1454
 CP1454.Superseded values are not recommended for survey control.
 CP1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1454.See file dsdata.txt to determine how the superseded data were derived.
 CP1454
 CP1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR866814(NAD 83)
 CP1454_MARKER: B = BOLT
 CP1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1454_SP_SET: STONE
 CP1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1454+STABILITY: SURFACE MOTION
 CP1454
 CP1454  HISTORY     - Date     Condition        Report By
 CP1454  HISTORY     - UNK      MONUMENTED       DOD
 CP1454  HISTORY     - 1934     GOOD             DOD
 CP1454  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1454
 CP1454                          STATION DESCRIPTION
 CP1454
 CP1454'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1454'1.5 MI N FROM MOUNDS.
 CP1454'P.B.M. 3100 A IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT
 CP1454'BANK OF MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1 1/2 MILES
 CP1454'NORTH OF MOUNDS, LA., 1043 FEET SOUTHWEST OF LEVEE STATION NO. 3100.
 CP1454'320 FEET NORTHEAST OF ANGLE IN GRAVEL ROAD.  38 FEET NORTHWEST OF DIRT
 CP1454'ROAD.  15 FEET EAST OF HOUSE.  5 FEET SOUTHEAST OF PICKETT FENCE.
 CP1454
 CP1454                          STATION RECOVERY (1963)
 CP1454
 CP1454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1453 ***********************************************************************
 CP1453  DESIGNATION -  3100 A CAP
 CP1453  PID         -  CP1453
 CP1453  STATE/COUNTY-  LA/MADISON
 CP1453  USGS QUAD   -  MOUND (1973)
 CP1453
 CP1453                         *CURRENT SURVEY CONTROL
 CP1453  ___________________________________________________________________
 CP1453* NAD 83(1986)-  32 21 16.     (N)    091 01 00.     (W)     SCALED    
 CP1453* NAVD 88     -        26.09   (+/-2cm)      85.6    (feet)  VERTCON   
 CP1453  ___________________________________________________________________
 CP1453  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1453
 CP1453  VERT ORDER  -  ? (See Below)
 CP1453
 CP1453.The horizontal coordinates were scaled from a topographic map and have
 CP1453.an estimated accuracy of +/- 6 seconds.
 CP1453
 CP1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1453.The vertical order pertains to the NGVD 29 superseded value.
 CP1453
 CP1453.The geoid height was determined by GEOID03.
 CP1453
 CP1453;                    North         East    Units  Estimated Accuracy
 CP1453;SPC LA N     -   206,570.    1,139,610.      MT  (+/- 180 meters Scaled)
 CP1453
 CP1453                          SUPERSEDED SURVEY CONTROL
 CP1453
 CP1453  NGVD 29 (??/??/92)   26.088  (m)           85.59   (f) ADJ UNCH    ?  
 CP1453
 CP1453.Superseded values are not recommended for survey control.
 CP1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1453.See file dsdata.txt to determine how the superseded data were derived.
 CP1453
 CP1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR866814(NAD 83)
 CP1453_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1453
 CP1453  HISTORY     - Date     Condition        Report By
 CP1453  HISTORY     - UNK      MONUMENTED       DOD
 CP1453  HISTORY     - 1934     GOOD             DOD
 CP1453  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1453
 CP1453                          STATION DESCRIPTION
 CP1453
 CP1453'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1453'1.5 MI N FROM MOUNDS.
 CP1453'P.B.M. 3100 A IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT
 CP1453'BANK OF MISS. RIVER, MADISON PARISH, LA., APPROXIMATELY 1 1/2 MILES
 CP1453'NORTH OF MOUNDS, LA., 1043 FEET SOUTHWEST OF LEVEE STATION NO. 3100.
 CP1453'320 FEET NORTHEAST OF ANGLE IN GRAVEL ROAD.  38 FEET NORTHWEST OF DIRT
 CP1453'ROAD.  15 FEET EAST OF HOUSE.  5 FEET SOUTHEAST OF PICKETT FENCE.
 CP1453
 CP1453                          STATION RECOVERY (1963)
 CP1453
 CP1453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0538 ***********************************************************************
 BJ0538  DESIGNATION -  311 LAGS
 BJ0538  PID         -  BJ0538
 BJ0538  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0538  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0538
 BJ0538                         *CURRENT SURVEY CONTROL
 BJ0538  ___________________________________________________________________
 BJ0538* NAD 83(1986)-  30 33 31.     (N)    091 10 26.     (W)     SCALED    
 BJ0538* NAVD 88     -        21.84   (+/-2cm)      71.7    (feet)  VERTCON   
 BJ0538  ___________________________________________________________________
 BJ0538  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0538
 BJ0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0538
 BJ0538.The horizontal coordinates were scaled from a topographic map and have
 BJ0538.an estimated accuracy of +/- 6 seconds.
 BJ0538
 BJ0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0538.The vertical order pertains to the NGVD 29 superseded value.
 BJ0538
 BJ0538.The geoid height was determined by GEOID03.
 BJ0538
 BJ0538;                    North         East    Units  Estimated Accuracy
 BJ0538;SPC LA S     -   228,200.    1,015,300.      MT  (+/- 180 meters Scaled)
 BJ0538
 BJ0538                          SUPERSEDED SURVEY CONTROL
 BJ0538
 BJ0538  NGVD 29 (??/??/??)   21.832  (m)           71.63   (f) ADJUSTED    2 0
 BJ0538
 BJ0538.Superseded values are not recommended for survey control.
 BJ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0538.See file dsdata.txt to determine how the superseded data were derived.
 BJ0538
 BJ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP751821(NAD 83)
 BJ0538_MARKER: DD = SURVEY DISK
 BJ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0538_STAMPING: 311
 BJ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0538+STABILITY: SURFACE MOTION
 BJ0538
 BJ0538  HISTORY     - Date     Condition        Report By
 BJ0538  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0538  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ0538  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0538  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0538
 BJ0538                          STATION DESCRIPTION
 BJ0538
 BJ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0538'2.1 MI S FROM BAKER.
 BJ0538'2.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 BJ0538'AT BAKER, EAST BATON ROUGE PARISH, 350 FEET NORTH OF A CULVERT, ON THE
 BJ0538'SOUTH SIDE OF A ROAD LEADING TO THE MARYLAND TANK FARM, AND 10 FEET
 BJ0538'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 311 AND
 BJ0538'SET IN THE TOP OF A CONCRETE POST.
 BJ0538
 BJ0538                          STATION RECOVERY (1965)
 BJ0538
 BJ0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0538'MARK NOT FOUND.
 BJ0538
 BJ0538                          STATION RECOVERY (1976)
 BJ0538
 BJ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0537 ***********************************************************************
 BJ0537  DESIGNATION -  312 LAGS
 BJ0537  PID         -  BJ0537
 BJ0537  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0537  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0537
 BJ0537                         *CURRENT SURVEY CONTROL
 BJ0537  ___________________________________________________________________
 BJ0537* NAD 83(1986)-  30 35 18.     (N)    091 10 05.     (W)     SCALED    
 BJ0537* NAVD 88     -        25.09   (+/-2cm)      82.3    (feet)  VERTCON   
 BJ0537  ___________________________________________________________________
 BJ0537  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0537
 BJ0537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0537
 BJ0537.The horizontal coordinates were scaled from a topographic map and have
 BJ0537.an estimated accuracy of +/- 6 seconds.
 BJ0537
 BJ0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0537.The vertical order pertains to the NGVD 29 superseded value.
 BJ0537
 BJ0537.The geoid height was determined by GEOID03.
 BJ0537
 BJ0537;                    North         East    Units  Estimated Accuracy
 BJ0537;SPC LA S     -   231,500.    1,015,850.      MT  (+/- 180 meters Scaled)
 BJ0537
 BJ0537                          SUPERSEDED SURVEY CONTROL
 BJ0537
 BJ0537  NGVD 29 (??/??/??)   25.087  (m)           82.31   (f) ADJUSTED    2 0
 BJ0537
 BJ0537.Superseded values are not recommended for survey control.
 BJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0537.See file dsdata.txt to determine how the superseded data were derived.
 BJ0537
 BJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP756854(NAD 83)
 BJ0537_MARKER: DD = SURVEY DISK
 BJ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0537_STAMPING: 312
 BJ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0537+STABILITY: SURFACE MOTION
 BJ0537
 BJ0537  HISTORY     - Date     Condition        Report By
 BJ0537  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0537  HISTORY     - 1955     GOOD             CGS
 BJ0537  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0537  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0537
 BJ0537                          STATION DESCRIPTION
 BJ0537
 BJ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0537'IN BAKER.
 BJ0537'AT BAKER, ALONG THE ILLINOIS CENTRAL RAILROAD, AT THE FIRST CROSSING
 BJ0537'SOUTH OF THE WAITING STATION (THIS IS THE CENTER ONE OF THREE CROSSING
 BJ0537'IN BAKER), 6 FEET WEST OF THE WEST RAIL, 18 FEET NORTHEAST OF THE
 BJ0537'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A RAILROAD CROSSING
 BJ0537'WARNING SIGNAL, 33 FEET NORTHEAST OF A POLE AND 45 FEET WEST OF A
 BJ0537'POLE.  A STANDARD DISK, STAMPED 312 AND SET IN THE TOP OF A CONCRETE
 BJ0537'POST 6 INCHES BELOW THE SURFACE OF THE GROUND AND 1 FOOT BELOW THE
 BJ0537'LEVEL OF THE TRACKS.
 BJ0537
 BJ0537                          STATION RECOVERY (1965)
 BJ0537
 BJ0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0537'MARK NOT FOUND.
 BJ0537
 BJ0537                          STATION RECOVERY (1976)
 BJ0537
 BJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0536 ***********************************************************************
 BJ0536  DESIGNATION -  313 LAGS
 BJ0536  PID         -  BJ0536
 BJ0536  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0536  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0536
 BJ0536                         *CURRENT SURVEY CONTROL
 BJ0536  ___________________________________________________________________
 BJ0536* NAD 83(1986)-  30 35 42.     (N)    091 10 01.     (W)     SCALED    
 BJ0536* NAVD 88     -        25.56   (+/-2cm)      83.9    (feet)  VERTCON   
 BJ0536  ___________________________________________________________________
 BJ0536  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0536
 BJ0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0536
 BJ0536.The horizontal coordinates were scaled from a topographic map and have
 BJ0536.an estimated accuracy of +/- 6 seconds.
 BJ0536
 BJ0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0536.The vertical order pertains to the NGVD 29 superseded value.
 BJ0536
 BJ0536.The geoid height was determined by GEOID03.
 BJ0536
 BJ0536;                    North         East    Units  Estimated Accuracy
 BJ0536;SPC LA S     -   232,230.    1,015,960.      MT  (+/- 180 meters Scaled)
 BJ0536
 BJ0536                          SUPERSEDED SURVEY CONTROL
 BJ0536
 BJ0536  NGVD 29 (??/??/??)   25.558  (m)           83.85   (f) ADJUSTED    2 0
 BJ0536
 BJ0536.Superseded values are not recommended for survey control.
 BJ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0536.See file dsdata.txt to determine how the superseded data were derived.
 BJ0536
 BJ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP757861(NAD 83)
 BJ0536_MARKER: DD = SURVEY DISK
 BJ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0536_STAMPING: 313
 BJ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0536+STABILITY: SURFACE MOTION
 BJ0536
 BJ0536  HISTORY     - Date     Condition        Report By
 BJ0536  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0536  HISTORY     - 1955     GOOD             CGS
 BJ0536  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0536  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0536
 BJ0536                          STATION DESCRIPTION
 BJ0536
 BJ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0536'0.3 MI N FROM BAKER.
 BJ0536'0.3 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 BJ0536'OFFICE IN BAKER, 61 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 152,
 BJ0536'4 FEET SOUTHWEST OF THE CENTER OF A ROUND CONCRETE CONTROL BOX, 7 FEET
 BJ0536'EAST OF THE EAST RAIL, 30 FEET WEST-NORTHWEST OF A TELEGRAPH POLE AND
 BJ0536'99 FEET WEST AND DIRECTLY ACROSS THE HIGHWAY FROM POLE NO. 122. A
 BJ0536'STANDARD DISK, STAMPED 313 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BJ0536'WITH THE GROUND AND 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 BJ0536
 BJ0536                          STATION RECOVERY (1965)
 BJ0536
 BJ0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0536'MARK NOT FOUND.
 BJ0536
 BJ0536                          STATION RECOVERY (1976)
 BJ0536
 BJ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1456 ***********************************************************************
 CP1456  DESIGNATION -  3150 A BOLT
 CP1456  PID         -  CP1456
 CP1456  STATE/COUNTY-  LA/MADISON
 CP1456  USGS QUAD   -  MOUND (1973)
 CP1456
 CP1456                         *CURRENT SURVEY CONTROL
 CP1456  ___________________________________________________________________
 CP1456* NAD 83(1986)-  32 20 47.     (N)    091 00 14.     (W)     SCALED    
 CP1456* NAVD 88     -        25.93   (+/-2cm)      85.1    (feet)  VERTCON   
 CP1456  ___________________________________________________________________
 CP1456  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1456
 CP1456  VERT ORDER  -  ? (See Below)
 CP1456
 CP1456.The horizontal coordinates were scaled from a topographic map and have
 CP1456.an estimated accuracy of +/- 6 seconds.
 CP1456
 CP1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1456.The vertical order pertains to the NGVD 29 superseded value.
 CP1456
 CP1456.The geoid height was determined by GEOID03.
 CP1456
 CP1456;                    North         East    Units  Estimated Accuracy
 CP1456;SPC LA N     -   205,690.    1,140,830.      MT  (+/- 180 meters Scaled)
 CP1456
 CP1456                          SUPERSEDED SURVEY CONTROL
 CP1456
 CP1456  NGVD 29 (??/??/92)   25.925  (m)           85.06   (f) ADJ UNCH    ?  
 CP1456
 CP1456.Superseded values are not recommended for survey control.
 CP1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1456.See file dsdata.txt to determine how the superseded data were derived.
 CP1456
 CP1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR878805(NAD 83)
 CP1456_MARKER: B = BOLT
 CP1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1456_SP_SET: STONE
 CP1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1456+STABILITY: SURFACE MOTION
 CP1456
 CP1456  HISTORY     - Date     Condition        Report By
 CP1456  HISTORY     - UNK      MONUMENTED       DOD
 CP1456  HISTORY     - 1934     GOOD             DOD
 CP1456  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1456
 CP1456                          STATION DESCRIPTION
 CP1456
 CP1456'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1456'IN YOUNGS POINT LANDING.
 CP1456'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1456'MISS. RIVER, MADISON PARISH, LA., 4500 FEET SOUTH OF YOUNGS POINT
 CP1456'LANDING.  909 FEET SOUTHWEST OF LEVEE STATION NO. 3150.  125 FEET
 CP1456'SOUTHEAST OF DIRT ROAD.  30 FEET NORTH OF HOUSE.  6 FEET SOUTHEAST OF
 CP1456'14-INCH COTTONWOOD TREE.
 CP1456
 CP1456                          STATION RECOVERY (1963)
 CP1456
 CP1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1455 ***********************************************************************
 CP1455  DESIGNATION -  3150 A CAP
 CP1455  PID         -  CP1455
 CP1455  STATE/COUNTY-  LA/MADISON
 CP1455  USGS QUAD   -  MOUND (1973)
 CP1455
 CP1455                         *CURRENT SURVEY CONTROL
 CP1455  ___________________________________________________________________
 CP1455* NAD 83(1986)-  32 20 47.     (N)    091 00 14.     (W)     SCALED    
 CP1455* NAVD 88     -        27.16   (+/-2cm)      89.1    (feet)  VERTCON   
 CP1455  ___________________________________________________________________
 CP1455  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP1455
 CP1455  VERT ORDER  -  ? (See Below)
 CP1455
 CP1455.The horizontal coordinates were scaled from a topographic map and have
 CP1455.an estimated accuracy of +/- 6 seconds.
 CP1455
 CP1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1455.The vertical order pertains to the NGVD 29 superseded value.
 CP1455
 CP1455.The geoid height was determined by GEOID03.
 CP1455
 CP1455;                    North         East    Units  Estimated Accuracy
 CP1455;SPC LA N     -   205,690.    1,140,830.      MT  (+/- 180 meters Scaled)
 CP1455
 CP1455                          SUPERSEDED SURVEY CONTROL
 CP1455
 CP1455  NGVD 29 (??/??/92)   27.154  (m)           89.09   (f) ADJ UNCH    ?  
 CP1455
 CP1455.Superseded values are not recommended for survey control.
 CP1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1455.See file dsdata.txt to determine how the superseded data were derived.
 CP1455
 CP1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR878805(NAD 83)
 CP1455_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1455_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1455_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1455
 CP1455  HISTORY     - Date     Condition        Report By
 CP1455  HISTORY     - UNK      MONUMENTED       DOD
 CP1455  HISTORY     - 1934     GOOD             DOD
 CP1455  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1455
 CP1455                          STATION DESCRIPTION
 CP1455
 CP1455'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1455'IN YOUNGS POINT LANDING.
 CP1455'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1455'MISS. RIVER, MADISON PARISH, LA., 4500 FEET SOUTH OF YOUNGS POINT
 CP1455'LANDING.  909 FEET SOUTHWEST OF LEVEE STATION NO. 3150.  125 FEET
 CP1455'SOUTHEAST OF DIRT ROAD.  30 FEET NORTH OF HOUSE.  6 FEET SOUTHEAST OF
 CP1455'14-INCH COTTONWOOD TREE.
 CP1455
 CP1455                          STATION RECOVERY (1963)
 CP1455
 CP1455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6402 ***********************************************************************
 AH6402  DESIGNATION -  316 1
 AH6402  PID         -  AH6402
 AH6402  STATE/COUNTY-  LA/TERREBONNE
 AH6402  USGS QUAD   -  HOUMA (1980)
 AH6402
 AH6402                         *CURRENT SURVEY CONTROL
 AH6402  ___________________________________________________________________
 AH6402* NAD 83(1992)-  29 36 01.92479(N)    090 37 38.67196(W)     ADJUSTED  
 AH6402* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6402  **This station is located in a subsidence area (see below).
 AH6402  ___________________________________________________________________
 AH6402  X           -     -60,775.890 (meters)                     COMP
 AH6402  Y           -  -5,549,909.987 (meters)                     COMP
 AH6402  Z           -   3,131,937.459 (meters)                     COMP
 AH6402  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6402  ELLIP HEIGHT-         -23.25  (meters)          (02/21/02) GPS OBS
 AH6402  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6402
 AH6402  HORZ ORDER  -  FIRST
 AH6402  ELLP ORDER  -  FIFTH     CLASS I
 AH6402
 AH6402.The horizontal coordinates were established by GPS observations
 AH6402.and adjusted by the National Geodetic Survey in December 1998..
 AH6402
 AH6402 ** The orthometric height has not been validated since last determined
 AH6402 ** by differential leveling and should not be used for control purposes.
 AH6402 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6402 ** area with valid NAVD 88 orthometric heights.
 AH6402 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6402 ** epoch indicated which incorporates improved geoid heights for the
 AH6402 ** Southern Louisiana Subsidence area.
 AH6402 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6402.The orthometric height was determined by GPS observations and a
 AH6402.high-resolution geoid model.
 AH6402
 AH6402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6402
 AH6402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6402
 AH6402.The ellipsoidal height was determined by GPS observations
 AH6402.and is referenced to NAD 83.
 AH6402
 AH6402.The geoid height was determined by GEOID03.
 AH6402
 AH6402;                    North         East     Units Scale Factor Converg.
 AH6402;SPC LA S     -   122,199.601 1,068,379.306   MT  0.99994999   +0 21 10.7
 AH6402;SPC LA S     -   400,916.52  3,505,174.44   sFT  0.99994999   +0 21 10.7
 AH6402;UTM  15      - 3,276,873.493   729,775.699   MT  1.00025149   +1 10 20.8
 AH6402
 AH6402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6402!SPC LA S     -   1.00000365  x   0.99994999  =   0.99995364
 AH6402!UTM  15      -   1.00000365  x   1.00025149  =   1.00025514
 AH6402
 AH6402:                Primary Azimuth Mark                     Grid Az
 AH6402:SPC LA S     -  316 1 AZ MK                              102 54 28.8
 AH6402:UTM  15      -  316 1 AZ MK                              102 05 18.7
 AH6402
 AH6402|---------------------------------------------------------------------|
 AH6402| PID    Reference Object                     Distance      Geod. Az  |
 AH6402|                                                           dddmmss.s |
 AH6402| AH6403 316 1 AZ MK                         APPROX. 0.6 KM 1031539.5 |
 AH6402|---------------------------------------------------------------------|
 AH6402
 AH6402                          SUPERSEDED SURVEY CONTROL
 AH6402
 AH6402  ELLIP H (12/17/98)  -23.18   (m)                       GP(       ) 4 2
 AH6402
 AH6402.Superseded values are not recommended for survey control.
 AH6402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6402.See file dsdata.txt to determine how the superseded data were derived.
 AH6402
 AH6402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2977676873(NAD 83)
 AH6402_MARKER: DD = SURVEY DISK
 AH6402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6402_STAMPING: 316-1 1993
 AH6402_MARK LOGO: TPCG  
 AH6402_PROJECTION: FLUSH
 AH6402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6402+STABILITY: SURFACE MOTION
 AH6402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6402+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6402
 AH6402  HISTORY     - Date     Condition        Report By
 AH6402  HISTORY     - 1993     MONUMENTED       GSENG
 AH6402
 AH6402                          STATION DESCRIPTION
 AH6402
 AH6402'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6402'MONUMENT IS LOCATED EAST OF THE CITY OF HOUMA NEAR THE RIGHT-OF-WAY
 AH6402'LINE OF LA. HIGHWAY 316, (TOWNSHIP 17 SOUTH RANGE 18 EAST SECTION 36).
 AH6402'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.1 FT BELOW
 AH6402'THE LEVEL OF THE GROUND. MONUMENT IS 1.62 MI (2.61 KM) EAST OF THE
 AH6402'INTERSECTION OF LA. HIGHWAY 660 AND LA. HIGHWAY 316, 33.05 FT (10.07
 AH6402'M) NORTH OF THE CENTERLINE OF LA. HIGHWAY 316, 16.45 FT (5.01 M)
 AH6402'SOUTHEAST OF A FIRE HYDRANT, 21.31 FT (6.50 M) SOUTHWEST OF THE CORNER
 AH6402'OF A 5 FT HOGWIRE AND WHITE BOARD FENCE, 91.5 FT (27.9 M) WEST OF A
 AH6402'NAIL/SHINER IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6403 ***********************************************************************
 AH6403  DESIGNATION -  316 1 AZ MK
 AH6403  PID         -  AH6403
 AH6403  STATE/COUNTY-  LA/TERREBONNE
 AH6403  USGS QUAD   -  BOURG (1974)
 AH6403
 AH6403                         *CURRENT SURVEY CONTROL
 AH6403  ___________________________________________________________________
 AH6403* NAD 83(1992)-  29 35 57.68940(N)    090 37 18.10998(W)     ADJUSTED  
 AH6403* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6403  **This station is located in a subsidence area (see below).
 AH6403  ___________________________________________________________________
 AH6403  X           -     -60,223.332 (meters)                     COMP
 AH6403  Y           -  -5,549,980.316 (meters)                     COMP
 AH6403  Z           -   3,131,824.005 (meters)                     COMP
 AH6403  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6403  ELLIP HEIGHT-         -23.38  (meters)          (02/21/02) GPS OBS
 AH6403  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AH6403
 AH6403  HORZ ORDER  -  FIRST
 AH6403  ELLP ORDER  -  FIFTH     CLASS I
 AH6403
 AH6403.The horizontal coordinates were established by GPS observations
 AH6403.and adjusted by the National Geodetic Survey in December 1998..
 AH6403
 AH6403 ** The orthometric height has not been validated since last determined
 AH6403 ** by differential leveling and should not be used for control purposes.
 AH6403 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6403 ** area with valid NAVD 88 orthometric heights.
 AH6403 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6403 ** epoch indicated which incorporates improved geoid heights for the
 AH6403 ** Southern Louisiana Subsidence area.
 AH6403 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6403.The orthometric height was determined by GPS observations and a
 AH6403.high-resolution geoid model.
 AH6403
 AH6403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6403
 AH6403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6403
 AH6403.The ellipsoidal height was determined by GPS observations
 AH6403.and is referenced to NAD 83.
 AH6403
 AH6403.The geoid height was determined by GEOID03.
 AH6403
 AH6403;                    North         East     Units Scale Factor Converg.
 AH6403;SPC LA S     -   122,072.623 1,068,933.369   MT  0.99995014   +0 21 21.0
 AH6403;SPC LA S     -   400,499.93  3,506,992.23   sFT  0.99995014   +0 21 21.0
 AH6403;UTM  15      - 3,276,754.416   730,331.689   MT  1.00025465   +1 10 30.9
 AH6403
 AH6403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6403!SPC LA S     -   1.00000367  x   0.99995014  =   0.99995381
 AH6403!UTM  15      -   1.00000367  x   1.00025465  =   1.00025832
 AH6403
 AH6403:                Primary Azimuth Mark                     Grid Az
 AH6403:SPC LA S     -  316 1                                    282 54 28.7
 AH6403:UTM  15      -  316 1                                    282 05 18.8
 AH6403
 AH6403|---------------------------------------------------------------------|
 AH6403| PID    Reference Object                     Distance      Geod. Az  |
 AH6403|                                                           dddmmss.s |
 AH6403| AH6402 316 1                               APPROX. 0.6 KM 2831549.7 |
 AH6403|---------------------------------------------------------------------|
 AH6403
 AH6403                          SUPERSEDED SURVEY CONTROL
 AH6403
 AH6403  ELLIP H (12/17/98)  -23.31   (m)                       GP(       ) 4 2
 AH6403
 AH6403.Superseded values are not recommended for survey control.
 AH6403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6403.See file dsdata.txt to determine how the superseded data were derived.
 AH6403
 AH6403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3033276754(NAD 83)
 AH6403_MARKER: DD = SURVEY DISK
 AH6403_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH6403_STAMPING: 316-1 AZ MK 1993
 AH6403_MARK LOGO: TPCG  
 AH6403_PROJECTION: FLUSH
 AH6403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6403+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6403
 AH6403  HISTORY     - Date     Condition        Report By
 AH6403  HISTORY     - 1993     MONUMENTED       GSENG
 AH6403
 AH6403                          STATION DESCRIPTION
 AH6403
 AH6403'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6403'MONUMENT IS LOCATED EAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6403'LA. HIGHWAY 316, (TOWNSHIP 17 SOUTH RANGE 18 EAST SECTION 36).
 AH6403'MONUMENT IS A TERREBONNE PARISH LIS DISK SET ON THE WEST CONCRETE
 AH6403'HEADWALL OF THE EAST DRIVEWAY TO THE MATHERNE CEMETERY. MONUMENT IS
 AH6403'ABOUT 1.98 MI (3.19 KM) EAST OF THE INTERSECTION OF LA. HIGHWAY 660
 AH6403'(COTEAU ROAD) AND LA. HIGHWAY 316 (BAYOU BLUE ROAD), 43.1 FT (13.1 M)
 AH6403'SOUTH OF THE CENTERLINE OF LA. HIGHWAY 316, 98.75 FT (30.10 M)
 AH6403'SOUTHEAST OF A NAIL/SHINER IN A POWER POLE, 55.20 FT (16.82 M)
 AH6403'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE WALL AROUND THE
 AH6403'CEMETERY, 57.14 FT (17.42 M) NORTHEAST OF A NAIL/SHINER IN A LIGHT
 AH6403'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4107 ***********************************************************************
 BJ4107  DESIGNATION -  319
 BJ4107  PID         -  BJ4107
 BJ4107  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4107  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4107
 BJ4107                         *CURRENT SURVEY CONTROL
 BJ4107  ___________________________________________________________________
 BJ4107* NAD 83(1986)-  30 32 49.     (N)    091 08 13.     (W)     SCALED    
 BJ4107* NAVD 88     -        17.116  (meters)      56.15   (feet)  ADJUSTED  
 BJ4107  ___________________________________________________________________
 BJ4107  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4107  DYNAMIC HT  -          17.094 (meters)      56.08  (feet)  COMP
 BJ4107  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ4107
 BJ4107  VERT ORDER  -  SECOND    CLASS II
 BJ4107
 BJ4107.The horizontal coordinates were scaled from a topographic map and have
 BJ4107.an estimated accuracy of +/- 6 seconds.
 BJ4107
 BJ4107.The orthometric height was determined by differential leveling
 BJ4107.and adjusted by the National Geodetic Survey in February 1994..
 BJ4107
 BJ4107.The geoid height was determined by GEOID03.
 BJ4107
 BJ4107.The dynamic height is computed by dividing the NAVD 88
 BJ4107.geopotential number by the normal gravity value computed on the
 BJ4107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4107.degrees latitude (g = 980.6199 gals.).
 BJ4107
 BJ4107.The modeled gravity was interpolated from observed gravity values.
 BJ4107
 BJ4107;                    North         East    Units  Estimated Accuracy
 BJ4107;SPC LA S     -   226,910.    1,018,840.      MT  (+/- 180 meters Scaled)
 BJ4107
 BJ4107                          SUPERSEDED SURVEY CONTROL
 BJ4107
 BJ4107.No superseded survey control is available for this station.
 BJ4107
 BJ4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP787808(NAD 83)
 BJ4107_MARKER: DB = BENCH MARK DISK
 BJ4107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4107_SP_SET: CONCRETE POST
 BJ4107_STAMPING: 319 1959
 BJ4107_MARK LOGO: LA-033
 BJ4107_PROJECTION: PROJECTING 7 CENTIMETERS
 BJ4107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4107+STABILITY: SURFACE MOTION
 BJ4107
 BJ4107  HISTORY     - Date     Condition        Report By
 BJ4107  HISTORY     - 1959     MONUMENTED       LA-033
 BJ4107  HISTORY     - 1987     GOOD             LA-033
 BJ4107
 BJ4107                          STATION DESCRIPTION
 BJ4107
 BJ4107'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4107'IN BROWNSFIELD.
 BJ4107'IN BROWNSFIELD, NEAR THE INTERSECTION OF STATE HIGHWAY 67 (PLANK
 BJ4107'ROAD) AND GUICE STREET, 83.2 METERS (273 FEET) EAST OF THE CENTERLINE
 BJ4107'OF HIGHWAY 67, 7 METERS (23 FEET) SOUTH OF THE CENTER OF GUICE
 BJ4107'STREET, 39 METERS (128 FEET) WEST OF THE CENTER OF DRIVEWAY LEADING
 BJ4107'TO A HOUSE ON THE SOUTH SIDE OF GUICE STREET AND 1.5 METERS (5 FEET)
 BJ4107'WEST OF A POWER POLE.
 BJ4107'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ4107'THE MARK IS ABOVE LEVEL WITH GUICE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2933 ***********************************************************************
 CQ2933  DESIGNATION -  31A001 LADH 1966
 CQ2933  PID         -  CQ2933
 CQ2933  STATE/COUNTY-  LA/LINCOLN
 CQ2933  USGS QUAD   -  SIMSBORO (1994)
 CQ2933
 CQ2933                         *CURRENT SURVEY CONTROL
 CQ2933  ___________________________________________________________________
 CQ2933* NAD 83(1992)-  32 32 49.50436(N)    092 46 00.12809(W)     ADJUSTED  
 CQ2933* NAVD 88     -       102.8    (meters)     337.     (feet)  VERTCON   
 CQ2933  ___________________________________________________________________
 CQ2933  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CQ2933  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2933
 CQ2933  HORZ ORDER  -  SECOND
 CQ2933
 CQ2933.The horizontal coordinates were established by classical geodetic methods
 CQ2933.and adjusted by the National Geodetic Survey in January 1993..
 CQ2933
 CQ2933.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2933
 CQ2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2933
 CQ2933.The geoid height was determined by GEOID03.
 CQ2933
 CQ2933;                    North         East     Units Scale Factor Converg.
 CQ2933;SPC LA N     -   227,006.560   974,949.908   MT  0.99997492   -0 08 27.6
 CQ2933;SPC LA N     -   744,770.69  3,198,648.16   sFT  0.99997492   -0 08 27.6
 CQ2933;UTM  15      - 3,601,102.505   521,904.397   MT  0.99960592   +0 07 31.8
 CQ2933
 CQ2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2933!SPC LA N     -   0.99998789  x   0.99997492  =   0.99996281
 CQ2933!UTM  15      -   0.99998789  x   0.99960592  =   0.99959382
 CQ2933
 CQ2933:                Primary Azimuth Mark                     Grid Az
 CQ2933:SPC LA N     -  7B007 LADH 1966                          275 58 09.8
 CQ2933:UTM  15      -  7B007 LADH 1966                          275 42 10.4
 CQ2933
 CQ2933|---------------------------------------------------------------------|
 CQ2933| PID    Reference Object                     Distance      Geod. Az  |
 CQ2933|                                                           dddmmss.s |
 CQ2933| CQ2934 7B007 LADH 1966                     APPROX. 2.0 KM 2754942.2 |
 CQ2933|---------------------------------------------------------------------|
 CQ2933
 CQ2933                          SUPERSEDED SURVEY CONTROL
 CQ2933
 CQ2933  NAD 83(1986)-  32 32 49.51751(N)    092 46 00.11903(W) AD(       ) 2
 CQ2933  NAD 27      -  32 32 48.97572(N)    092 45 59.56900(W) AD(       ) 2
 CQ2933  NGVD 29 (07/19/86)  102.9    (m)          338.     (f) VERT ANG       
 CQ2933
 CQ2933.Superseded values are not recommended for survey control.
 CQ2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2933.See file dsdata.txt to determine how the superseded data were derived.
 CQ2933
 CQ2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2190401103(NAD 83)
 CQ2933_MARKER: DD = SURVEY DISK
 CQ2933_SETTING: 0 = UNSPECIFIED SETTING
 CQ2933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2933
 CQ2933  HISTORY     - Date     Condition        Report By
 CQ2933  HISTORY     - 1966     MONUMENTED       LADH
 CQ2933  HISTORY     - 1970     GOOD             USAF
 CQ2933
 CQ2933                          STATION DESCRIPTION
 CQ2933
 CQ2933'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2933'STATION IS SET IN THE NORTHWEST CORNER OF THE LA. HIGHWAY
 CQ2933'563 OVERPASS ON INTERSTATE 20 AND IS MARKED BY A STANDARD
 CQ2933'BRONZE DISK SET IN THE ROADWAY (IN THE ABUTMENT 3.19 FEET
 CQ2933'EAST OF THE WEST CURB OF THE OVERPASS.) STATION IS 7.91
 CQ2933'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  STATION
 CQ2933'IS STAMPED 31A001.
 CQ2933'
 CQ2933'TO REACH THIS STATION FROM THE BIENVILLE PARISH COURTHOUSE
 CQ2933'IN ARCADIA, LOUISIANA, FOLLOW SOUTH BEECH STREET NORTH FOR
 CQ2933'0.28 MILE TO THE INTERSECTION WITH SECOND STREET NORTH (ALSO
 CQ2933'U.S. HIGHWAY 80), THENCE WEST ALONG U.S. HIGHWAY 80 (SECOND
 CQ2933'STREET) FOR 1.36 MILES TO THE EXIT TO LA. HIGHWAY 9 AND
 CQ2933'INTERSTATE 20, THENCE NORTH ALONG LA. HIGHWAY 9 FOR 0.54
 CQ2933'MILE TO THE HOMER LA. HIGHWAY 9 OVERPASS AND INTERCHANGE
 CQ2933'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 9.52
 CQ2933'MILES TO STATION SET IN OVERPASS.
 CQ2933'
 CQ2933'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2933
 CQ2933                          STATION RECOVERY (1970)
 CQ2933
 CQ2933'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2933'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CQ2933'
 CQ2933'ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2911 ***********************************************************************
 CQ2911  DESIGNATION -  31A002 LADH 1966
 CQ2911  PID         -  CQ2911
 CQ2911  STATE/COUNTY-  LA/LINCOLN
 CQ2911  USGS QUAD   -  RUSTON WEST (1994)
 CQ2911
 CQ2911                         *CURRENT SURVEY CONTROL
 CQ2911  ___________________________________________________________________
 CQ2911* NAD 83(1992)-  32 32 41.08942(N)    092 44 32.14538(W)     ADJUSTED  
 CQ2911* NAVD 88     -       107.2    (meters)     352.     (feet)  VERTCON   
 CQ2911  ___________________________________________________________________
 CQ2911  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CQ2911  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2911
 CQ2911  HORZ ORDER  -  SECOND
 CQ2911
 CQ2911.The horizontal coordinates were established by classical geodetic methods
 CQ2911.and adjusted by the National Geodetic Survey in January 1993..
 CQ2911
 CQ2911.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2911
 CQ2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2911
 CQ2911.The geoid height was determined by GEOID03.
 CQ2911
 CQ2911;                    North         East     Units Scale Factor Converg.
 CQ2911;SPC LA N     -   226,741.958   977,244.825   MT  0.99997447   -0 07 41.1
 CQ2911;SPC LA N     -   743,902.57  3,206,177.40   sFT  0.99997447   -0 07 41.1
 CQ2911;UTM  15      - 3,600,848.679   524,199.675   MT  0.99960722   +0 08 19.1
 CQ2911
 CQ2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2911!SPC LA N     -   0.99998720  x   0.99997447  =   0.99996167
 CQ2911!UTM  15      -   0.99998720  x   0.99960722  =   0.99959443
 CQ2911
 CQ2911:                Primary Azimuth Mark                     Grid Az
 CQ2911:SPC LA N     -  31A001 LADH 1966                         276 34 38.0
 CQ2911:UTM  15      -  31A001 LADH 1966                         276 18 37.8
 CQ2911
 CQ2911|---------------------------------------------------------------------|
 CQ2911| PID    Reference Object                     Distance      Geod. Az  |
 CQ2911|                                                           dddmmss.s |
 CQ2911| CQ2933 31A001 LADH 1966                    APPROX. 2.3 KM 2762656.9 |
 CQ2911|---------------------------------------------------------------------|
 CQ2911
 CQ2911                          SUPERSEDED SURVEY CONTROL
 CQ2911
 CQ2911  NAD 83(1986)-  32 32 41.10256(N)    092 44 32.13633(W) AD(       ) 2
 CQ2911  NAD 27      -  32 32 40.56122(N)    092 44 31.58894(W) AD(       ) 2
 CQ2911  NGVD 29 (07/19/86)  107.3    (m)          352.     (f) VERT ANG       
 CQ2911
 CQ2911.Superseded values are not recommended for survey control.
 CQ2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2911.See file dsdata.txt to determine how the superseded data were derived.
 CQ2911
 CQ2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2420000849(NAD 83)
 CQ2911_MARKER: DD = SURVEY DISK
 CQ2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2911+STABILITY: SURFACE MOTION
 CQ2911
 CQ2911  HISTORY     - Date     Condition        Report By
 CQ2911  HISTORY     - 1966     MONUMENTED       LADH
 CQ2911  HISTORY     - 1970     GOOD             USAF
 CQ2911
 CQ2911                          STATION DESCRIPTION
 CQ2911
 CQ2911'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2911'THIS STATION IS SET WEST ALONG INTERSTATE 20, 5.50 MILES
 CQ2911'FROM THE VIENNA STREET (U.S. HIGHWAY 167) OVERPASS AND INTERCHANGE
 CQ2911'IN RUSTON, LOUISIANA, 60.4 FEET NORTH OF THE CENTERLINE
 CQ2911'OF THE WEST BOUND LANE OF INTERSTATE 20, 53.4 FEET SOUTH
 CQ2911'OF THE NORTH RIGHT OF WAY FENCE ON INTERSTATE 20, 57.5 FEET
 CQ2911'WEST OF A 20 INCH PINE TREE, 1.9 FEET WEST OF A METAL WITNESS
 CQ2911'POST AND SIGN, AND OPPOSITE LA. TECH. RESEARCH SIGN AND
 CQ2911'SOUTH SIDE OF HIGHWAY.
 CQ2911'
 CQ2911'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2911'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 CQ2911'OF THE GROUND.  STATION IS STAMPED 31A002.
 CQ2911'
 CQ2911'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ2911'IN RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2911'NORTH FOR 0.80 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ2911'ON INTERSTATE 20, THENCE WEST ALONG INTERSTATE 20 FOR 5.50
 CQ2911'MILES TO STATION SET NORTH OF HIGHWAY.
 CQ2911'
 CQ2911'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2911
 CQ2911                          STATION RECOVERY (1970)
 CQ2911
 CQ2911'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2911'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CQ2911'
 CQ2911'ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2912 ***********************************************************************
 CQ2912  DESIGNATION -  31A003 LADH 1966
 CQ2912  PID         -  CQ2912
 CQ2912  STATE/COUNTY-  LA/LINCOLN
 CQ2912  USGS QUAD   -  RUSTON WEST (1994)
 CQ2912
 CQ2912                         *CURRENT SURVEY CONTROL
 CQ2912  ___________________________________________________________________
 CQ2912* NAD 83(1992)-  32 32 28.25618(N)    092 42 45.81213(W)     ADJUSTED  
 CQ2912* NAVD 88     -       102.9    (meters)     338.     (feet)  VERTCON   
 CQ2912  ___________________________________________________________________
 CQ2912  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CQ2912  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2912
 CQ2912  HORZ ORDER  -  SECOND
 CQ2912
 CQ2912.The horizontal coordinates were established by classical geodetic methods
 CQ2912.and adjusted by the National Geodetic Survey in January 1993..
 CQ2912
 CQ2912.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2912
 CQ2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2912
 CQ2912.The geoid height was determined by GEOID03.
 CQ2912
 CQ2912;                    North         East     Units Scale Factor Converg.
 CQ2912;SPC LA N     -   226,340.823   980,018.390   MT  0.99997380   -0 06 44.9
 CQ2912;SPC LA N     -   742,586.52  3,215,277.00   sFT  0.99997380   -0 06 44.9
 CQ2912;UTM  15      - 3,600,460.609   526,974.062   MT  0.99960897   +0 09 16.3
 CQ2912
 CQ2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2912!SPC LA N     -   0.99998788  x   0.99997380  =   0.99996168
 CQ2912!UTM  15      -   0.99998788  x   0.99960897  =   0.99959685
 CQ2912
 CQ2912:                Primary Azimuth Mark                     Grid Az
 CQ2912:SPC LA N     -  31A002 LADH 1966                         278 13 46.7
 CQ2912:UTM  15      -  31A002 LADH 1966                         277 57 45.5
 CQ2912
 CQ2912|---------------------------------------------------------------------|
 CQ2912| PID    Reference Object                     Distance      Geod. Az  |
 CQ2912|                                                           dddmmss.s |
 CQ2912| CQ2911 31A002 LADH 1966                    APPROX. 2.8 KM 2780701.8 |
 CQ2912|---------------------------------------------------------------------|
 CQ2912
 CQ2912                          SUPERSEDED SURVEY CONTROL
 CQ2912
 CQ2912  NAD 83(1986)-  32 32 28.26932(N)    092 42 45.80308(W) AD(       ) 2
 CQ2912  NAD 27      -  32 32 27.72855(N)    092 42 45.25883(W) AD(       ) 2
 CQ2912  NGVD 29 (07/19/86)  103.0    (m)          338.     (f) VERT ANG       
 CQ2912
 CQ2912.Superseded values are not recommended for survey control.
 CQ2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2912.See file dsdata.txt to determine how the superseded data were derived.
 CQ2912
 CQ2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2697400461(NAD 83)
 CQ2912_MARKER: DD = SURVEY DISK
 CQ2912_SETTING: 0 = UNSPECIFIED SETTING
 CQ2912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2912
 CQ2912  HISTORY     - Date     Condition        Report By
 CQ2912  HISTORY     - 1966     MONUMENTED       LADH
 CQ2912  HISTORY     - 1970     GOOD             USAF
 CQ2912
 CQ2912                          STATION DESCRIPTION
 CQ2912
 CQ2912'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2912'STATION IS SET IN THE SOUTHWEST CORNER OF THE GRAMBLING
 CQ2912'(PARISH ROAD NO. 104) OVERPASS AND INTERCHANGE ON INTERSTATE
 CQ2912'20 AND IS MARKED BY A STANDARD BRONZE DISK SET IN THE ROADWAY
 CQ2912'OF THE OVERPASS, IN THE ABUTMENT (3.20 FEET EAST OF WEST
 CQ2912'CURB).  STATION IS 8.50 FEET EAST OF A METAL WITNESS POST
 CQ2912'AND SIGN, 12.7 FEET WEST OF THE CENTERLINE OF PARISH ROAD
 CQ2912'NO. 104, AND IS STAMPED 31A003.
 CQ2912'
 CQ2912'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ2912'IN RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY
 CQ2912'167) NORTH FOR 0.80 MILE TO THE VIENNA STREET OVERPASS AND
 CQ2912'INTERCHANGE ON INTERSTATE 20, THENCE WEST ALONG INTERSTATE
 CQ2912'20 FOR 4.00 MILES TO STATION SET IN OVERPASS.
 CQ2912'
 CQ2912'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2912
 CQ2912                          STATION RECOVERY (1970)
 CQ2912
 CQ2912'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2912'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CQ2912'
 CQ2912'ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2914 ***********************************************************************
 CQ2914  DESIGNATION -  31A004 LADH 1966
 CQ2914  PID         -  CQ2914
 CQ2914  STATE/COUNTY-  LA/LINCOLN
 CQ2914  USGS QUAD   -  RUSTON WEST (1994)
 CQ2914
 CQ2914                         *CURRENT SURVEY CONTROL
 CQ2914  ___________________________________________________________________
 CQ2914* NAD 83(1992)-  32 32 25.73708(N)    092 39 11.47166(W)     ADJUSTED  
 CQ2914* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 CQ2914  ___________________________________________________________________
 CQ2914  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CQ2914  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ2914
 CQ2914  HORZ ORDER  -  SECOND
 CQ2914
 CQ2914.The horizontal coordinates were established by classical geodetic methods
 CQ2914.and adjusted by the National Geodetic Survey in January 1993..
 CQ2914
 CQ2914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2914
 CQ2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2914
 CQ2914.The geoid height was determined by GEOID03.
 CQ2914
 CQ2914;                    North         East     Units Scale Factor Converg.
 CQ2914;SPC LA N     -   226,253.784   985,610.859   MT  0.99997366   -0 04 51.6
 CQ2914;SPC LA N     -   742,300.96  3,233,624.96   sFT  0.99997366   -0 04 51.6
 CQ2914;UTM  15      - 3,600,399.680   532,564.847   MT  0.99961308   +0 11 11.6
 CQ2914
 CQ2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2914!SPC LA N     -   0.99999024  x   0.99997366  =   0.99996390
 CQ2914!UTM  15      -   0.99999024  x   0.99961308  =   0.99960332
 CQ2914
 CQ2914:                Primary Azimuth Mark                     Grid Az
 CQ2914:SPC LA N     -  31 A 005 LADH                            093 07 25.5
 CQ2914:UTM  15      -  31 A 005 LADH                            092 51 22.3
 CQ2914
 CQ2914|---------------------------------------------------------------------|
 CQ2914| PID    Reference Object                     Distance      Geod. Az  |
 CQ2914|                                                           dddmmss.s |
 CQ2914| CQ1045 31 A 005 LADH                       APPROX. 1.4 KM 0930233.9 |
 CQ2914|---------------------------------------------------------------------|
 CQ2914
 CQ2914                          SUPERSEDED SURVEY CONTROL
 CQ2914
 CQ2914  NAD 83(1986)-  32 32 25.75025(N)    092 39 11.46271(W) AD(       ) 2
 CQ2914  NAD 27      -  32 32 25.21140(N)    092 39 10.92496(W) AD(       ) 2
 CQ2914  NGVD 29 (07/19/86)   88.0    (m)          289.     (f) VERT ANG       
 CQ2914
 CQ2914.Superseded values are not recommended for survey control.
 CQ2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2914.See file dsdata.txt to determine how the superseded data were derived.
 CQ2914
 CQ2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3256500400(NAD 83)
 CQ2914_MARKER: DD = SURVEY DISK
 CQ2914_SETTING: 0 = UNSPECIFIED SETTING
 CQ2914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2914
 CQ2914  HISTORY     - Date     Condition        Report By
 CQ2914  HISTORY     - 1966     MONUMENTED       LADH
 CQ2914  HISTORY     - 1970     GOOD             USAF
 CQ2914  HISTORY     - 20040131 GOOD             USPSQD
 CQ2914
 CQ2914                          STATION DESCRIPTION
 CQ2914
 CQ2914'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2914'STATION IS SET IN THE NORTHWEST CORNER OF THE LA. TECH.
 CQ2914'(LA. HIGHWAY 544) OVERPASS AND INTERCHANGE AND IS MARKED
 CQ2914'BY A STANDARD BRONZE DISK SET IN THE WALKWAY 2.64 FEET WEST
 CQ2914'OF CURB AND 2.30 FEET EAST OF WEST RAIL ON OVERPASS, 5.79
 CQ2914'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  STATION
 CQ2914'IS STAMPED 31A004.
 CQ2914'
 CQ2914'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ2914'IN RUSTON, LOUISIANA, FOLLOW VIENNA STREET NORTH FOR 0.80
 CQ2914'MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE, THENCE
 CQ2914'WEST ALONG INTERSTATE 20 FOR 0.80 MILE TO STATION SET IN
 CQ2914'THE LA. HIGHWAY 544 OVERPASS.
 CQ2914'
 CQ2914'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2914
 CQ2914                          STATION RECOVERY (1970)
 CQ2914
 CQ2914'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2914'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CQ2914'
 CQ2914'ROUTE DESCRIPTION IS ADEQUATE.
 CQ2914
 CQ2914                          STATION RECOVERY (2004)
 CQ2914
 CQ2914'RECOVERY NOTE BY US POWER SQUADRON 2004 (SJ)
 CQ2914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2902 ***********************************************************************
 CQ2902  DESIGNATION -  31A006 LADH 1966
 CQ2902  PID         -  CQ2902
 CQ2902  STATE/COUNTY-  LA/LINCOLN
 CQ2902  USGS QUAD   -  RUSTON EAST (1994)
 CQ2902
 CQ2902                         *CURRENT SURVEY CONTROL
 CQ2902  ___________________________________________________________________
 CQ2902* NAD 83(1992)-  32 32 29.51403(N)    092 37 28.17321(W)     ADJUSTED  
 CQ2902* NAVD 88     -        91.9    (meters)     302.     (feet)  VERTCON   
 CQ2902  ___________________________________________________________________
 CQ2902  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CQ2902  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ2902
 CQ2902  HORZ ORDER  -  SECOND
 CQ2902
 CQ2902.The horizontal coordinates were established by classical geodetic methods
 CQ2902.and adjusted by the National Geodetic Survey in January 1993..
 CQ2902
 CQ2902.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2902
 CQ2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2902
 CQ2902.The geoid height was determined by GEOID03.
 CQ2902
 CQ2902;                    North         East     Units Scale Factor Converg.
 CQ2902;SPC LA N     -   226,366.675   988,306.281   MT  0.99997386   -0 03 56.9
 CQ2902;SPC LA N     -   742,671.33  3,242,468.19   sFT  0.99997386   -0 03 56.9
 CQ2902;UTM  15      - 3,600,525.117   535,258.743   MT  0.99961533   +0 12 07.2
 CQ2902
 CQ2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2902!SPC LA N     -   0.99998961  x   0.99997386  =   0.99996347
 CQ2902!UTM  15      -   0.99998961  x   0.99961533  =   0.99960494
 CQ2902
 CQ2902:                Primary Azimuth Mark                     Grid Az
 CQ2902:SPC LA N     -  31 A 005 LADH                            261 20 02.7
 CQ2902:UTM  15      -  31 A 005 LADH                            261 03 58.6
 CQ2902
 CQ2902|---------------------------------------------------------------------|
 CQ2902| PID    Reference Object                     Distance      Geod. Az  |
 CQ2902|                                                           dddmmss.s |
 CQ2902| CQ1045 31 A 005 LADH                       APPROX. 1.3 KM 2611605.8 |
 CQ2902|---------------------------------------------------------------------|
 CQ2902
 CQ2902                          SUPERSEDED SURVEY CONTROL
 CQ2902
 CQ2902  NAD 83(1986)-  32 32 29.52720(N)    092 37 28.16428(W) AD(       ) 2
 CQ2902  NAD 27      -  32 32 28.98972(N)    092 37 27.62959(W) AD(       ) 2
 CQ2902  NGVD 29 (07/19/86)   92.0    (m)          302.     (f) VERT ANG       
 CQ2902
 CQ2902.Superseded values are not recommended for survey control.
 CQ2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2902.See file dsdata.txt to determine how the superseded data were derived.
 CQ2902
 CQ2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3525900525(NAD 83)
 CQ2902_MARKER: DD = SURVEY DISK
 CQ2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2902+STABILITY: SURFACE MOTION
 CQ2902
 CQ2902  HISTORY     - Date     Condition        Report By
 CQ2902  HISTORY     - 1966     MONUMENTED       LADH
 CQ2902
 CQ2902                          STATION DESCRIPTION
 CQ2902
 CQ2902'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2902'STATION IS EAST ALONG INTERSTATE 20, 0.8 MILE FROM THE VIENNA
 CQ2902'STREET OVERPASS AND INTERCHANGE NORTH OF THE FRONTAGE ROAD
 CQ2902'NORTH OF INTERSTATE 20, 76.2 FEET SOUTHEAST OF A METAL WITNESS
 CQ2902'POST AND SIGN, 200.0 FEET SOUTHEAST OF THE BLONDIN RESIDENCE,
 CQ2902'150.0 FEET NORTH OF A LINE OF PECAN TREES, 241.0 FEET NORTH
 CQ2902'OF A POWER POLE, AND 300.0 FEET NORTH OF THE CENTERLINE OF
 CQ2902'THE NORTH SERVICE ROAD ON INTERSTATE 20.
 CQ2902'
 CQ2902'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2902'CONCRETE POST ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 CQ2902'STATION IS STAMPED 31A006.
 CQ2902'
 CQ2902'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ2902'IN RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY
 CQ2902'167) NORTH FOR 0.8 MILE TO THE VIENNA STREET INTERCHANGE
 CQ2902'ON INTERSTATE 20, THENCE ACROSS SAID INTERCHANGE TO EXIT
 CQ2902'TO THE NORTH FRONTAGE ROAD, THENCE EAST ALONG NORTH FRONTAGE
 CQ2902'ROAD FOR 0.8 MILE TO STATION SET NORTH OF ROAD IN PASTURE
 CQ2902'OWNED BY MRS. BLONDIN.
 CQ2902'
 CQ2902'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2905 ***********************************************************************
 CQ2905  DESIGNATION -  31A014 LADH 1966
 CQ2905  PID         -  CQ2905
 CQ2905  STATE/COUNTY-  LA/LINCOLN
 CQ2905  USGS QUAD   -  RUSTON EAST (1994)
 CQ2905
 CQ2905                         *CURRENT SURVEY CONTROL
 CQ2905  ___________________________________________________________________
 CQ2905* NAD 83(1992)-  32 35 57.30790(N)    092 35 17.95935(W)     ADJUSTED  
 CQ2905* NAVD 88     -        89.2    (meters)     293.     (feet)  VERTCON   
 CQ2905  ___________________________________________________________________
 CQ2905  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ2905  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2905
 CQ2905  HORZ ORDER  -  SECOND
 CQ2905
 CQ2905.The horizontal coordinates were established by classical geodetic methods
 CQ2905.and adjusted by the National Geodetic Survey in January 1993..
 CQ2905
 CQ2905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2905
 CQ2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2905
 CQ2905.The geoid height was determined by GEOID03.
 CQ2905
 CQ2905;                    North         East     Units Scale Factor Converg.
 CQ2905;SPC LA N     -   232,764.228   991,709.032   MT  0.99998532   -0 02 48.1
 CQ2905;SPC LA N     -   763,660.64  3,253,632.05   sFT  0.99998532   -0 02 48.1
 CQ2905;UTM  15      - 3,606,936.200   538,630.293   MT  0.99961840   +0 13 18.5
 CQ2905
 CQ2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2905!SPC LA N     -   0.99999004  x   0.99998532  =   0.99997536
 CQ2905!UTM  15      -   0.99999004  x   0.99961840  =   0.99960845
 CQ2905
 CQ2905:                Primary Azimuth Mark                     Grid Az
 CQ2905:SPC LA N     -  31 A 013 LADH                            258 40 53.5
 CQ2905:UTM  15      -  31 A 013 LADH                            258 24 46.9
 CQ2905
 CQ2905|---------------------------------------------------------------------|
 CQ2905| PID    Reference Object                     Distance      Geod. Az  |
 CQ2905|                                                           dddmmss.s |
 CQ2905| CQ1180 31 A 013 LADH                       APPROX. 0.8 KM 2583805.4 |
 CQ2905|---------------------------------------------------------------------|
 CQ2905
 CQ2905                          SUPERSEDED SURVEY CONTROL
 CQ2905
 CQ2905  NAD 83(1986)-  32 35 57.32099(N)    092 35 17.95026(W) AD(       ) 2
 CQ2905  NAD 27      -  32 35 56.78622(N)    092 35 17.42186(W) AD(       ) 2
 CQ2905  NGVD 29 (07/19/86)   89.3    (m)          293.     (f) VERT ANG       
 CQ2905
 CQ2905.Superseded values are not recommended for survey control.
 CQ2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2905.See file dsdata.txt to determine how the superseded data were derived.
 CQ2905
 CQ2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3863006936(NAD 83)
 CQ2905_MARKER: DD = SURVEY DISK
 CQ2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2905+STABILITY: SURFACE MOTION
 CQ2905
 CQ2905  HISTORY     - Date     Condition        Report By
 CQ2905  HISTORY     - 1966     MONUMENTED       LADH
 CQ2905
 CQ2905                          STATION DESCRIPTION
 CQ2905
 CQ2905'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2905'THIS STATION IS NORTH ALONG LA HIGHWAY 33, 3.87 MILES FROM THE
 CQ2905'LA HIGHWAY 33 OVERPASS AND INTERCHANGE ON INTERSTATE 20 AND
 CQ2905'THEN 0.55 MILE EAST ON PARISH ROAD 4581 FROM THE INTERSECTION
 CQ2905'OF LA HIGHWAY 33 AND 3072.  STATION IS NORTH ALONG A DIM ROAD
 CQ2905'ABOUT 364 FEET FROM PARISH ROAD 4581, 2.0 FEET NORTH OF A METAL
 CQ2905'WITNESS POST AND SIGN, AND IS ON SOUTH SIDE OF HILL.
 CQ2905'
 CQ2905'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2905'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 CQ2905'GROUND.  STATION IS STAMPED 31A014.
 CQ2905'
 CQ2905'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE, IN
 CQ2905'RUSTON, LOUISIANA, FOLLOW ALONG VIENNA STREET (U.S. HIGHWAY 167)
 CQ2905'NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ2905'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 1.2 MILES
 CQ2905'TO THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE, THENCE NORTH
 CQ2905'ALONG LA HIGHWAY 33 FOR 3.87 MILES TO THE INTERSECTION WITH
 CQ2905'LA HIGHWAY 3072 AND PARISH ROAD 4581, THENCE EAST ALONG PARISH
 CQ2905'ROAD 4581 FOR 0.55 MILE TO STATION SET 364 FEET NORTH OF THE
 CQ2905'ROAD.
 CQ2905'
 CQ2905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2926 ***********************************************************************
 CQ2926  DESIGNATION -  31B001 LADH 1966
 CQ2926  PID         -  CQ2926
 CQ2926  STATE/COUNTY-  LA/LINCOLN
 CQ2926  USGS QUAD   -  DUBACH (1985)
 CQ2926
 CQ2926                         *CURRENT SURVEY CONTROL
 CQ2926  ___________________________________________________________________
 CQ2926* NAD 83(1992)-  32 39 01.29967(N)    092 40 59.97908(W)     ADJUSTED  
 CQ2926* NAVD 88     -        87.2    (meters)     286.     (feet)  VERTCON   
 CQ2926  ___________________________________________________________________
 CQ2926  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CQ2926  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2926
 CQ2926  HORZ ORDER  -  SECOND
 CQ2926
 CQ2926.The horizontal coordinates were established by classical geodetic methods
 CQ2926.and adjusted by the National Geodetic Survey in September 1999..
 CQ2926
 CQ2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2926
 CQ2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2926
 CQ2926.The geoid height was determined by GEOID03.
 CQ2926
 CQ2926;                    North         East     Units Scale Factor Converg.
 CQ2926;SPC LA N     -   238,443.202   982,800.270   MT  0.99999632   -0 05 48.9
 CQ2926;SPC LA N     -   782,292.41  3,224,403.89   sFT  0.99999632   -0 05 48.9
 CQ2926;UTM  15      - 3,612,571.297   529,698.414   MT  0.99961088   +0 10 15.1
 CQ2926
 CQ2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2926!SPC LA N     -   0.99999037  x   0.99999632  =   0.99998669
 CQ2926!UTM  15      -   0.99999037  x   0.99961088  =   0.99960125
 CQ2926
 CQ2926:                Primary Azimuth Mark                     Grid Az
 CQ2926:SPC LA N     -  BALL 2                                   125 41 14.6
 CQ2926:UTM  15      -  BALL 2                                   125 25 10.6
 CQ2926
 CQ2926|---------------------------------------------------------------------|
 CQ2926| PID    Reference Object                     Distance      Geod. Az  |
 CQ2926|                                                           dddmmss.s |
 CQ2926| CQ1183 BALL 2                              APPROX. 9.9 KM 1253525.7 |
 CQ2926|---------------------------------------------------------------------|
 CQ2926
 CQ2926                          SUPERSEDED SURVEY CONTROL
 CQ2926
 CQ2926  NAD 83(1992)-  32 39 01.30032(N)    092 40 59.97963(W) AD(       ) 2
 CQ2926  NAD 83(1986)-  32 39 01.31332(N)    092 40 59.97043(W) AD(       ) 2
 CQ2926  NAD 27      -  32 39 00.78367(N)    092 40 59.43248(W) AD(       ) 2
 CQ2926  NGVD 29 (07/19/86)   87.3    (m)          286.     (f) VERT ANG       
 CQ2926
 CQ2926.Superseded values are not recommended for survey control.
 CQ2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2926.See file dsdata.txt to determine how the superseded data were derived.
 CQ2926
 CQ2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2969812571(NAD 83)
 CQ2926_MARKER: DD = SURVEY DISK
 CQ2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2926+STABILITY: SURFACE MOTION
 CQ2926
 CQ2926  HISTORY     - Date     Condition        Report By
 CQ2926  HISTORY     - 1966     MONUMENTED       LADH
 CQ2926  HISTORY     - 1971     GOOD             NGS
 CQ2926
 CQ2926                          STATION DESCRIPTION
 CQ2926
 CQ2926'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2926'THIS STATION IS SET ABOUT 9 MILES NORTH OF RUSTON, LOUISIANA, ON
 CQ2926'HILL NORTHWEST OF THE VILLAGE OF HILLY, LOUISIANA.  STATION IS
 CQ2926'36.70 FEET NORTH OF THE CENTERLINE OF PARISH ROAD NO. 282, 147.10
 CQ2926'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE J.W. SANDIFER, JR.
 CQ2926'RESIDENCE, 11.00 FEET NORTHWEST OF POWER POLE NO. 4, 6 FEET
 CQ2926'SOUTHWEST OF A 2 INCH CHERRY TREE, AND 1.6 FEET NORTH OF A
 CQ2926'METAL WITNESS POST AND SIGN.
 CQ2926'
 CQ2926'STATION IS A STANDARD BRONZE DISK SET IN A ROUND CONCRETE POST
 CQ2926'ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  STATION IS
 CQ2926'STAMPED 31B001.
 CQ2926'
 CQ2926'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2926'RUSTON, LOUISIANA, FOLLOW U.S. HIGHWAY 167 (VIENNA STREET)
 CQ2926'NORTH FOR 8.67 MILES TO THE INTERSECTION WITH PARISH ROAD NO. 8
 CQ2926'AND NEARBY NEW PROSPECT BAPTIST CHURCH, THENCE WEST ALONG PARISH
 CQ2926'ROAD NO. 8 FOR 2.47 MILES TO A RAILROAD CROSSING IN THE VILLAGE
 CQ2926'OF HILLY, LOUISIANA, THENCE RIGHT AND NORTHWEST ALONG PARISH
 CQ2926'ROAD NO. 282 FOR 0.3 MILE TO STATION SET NORTH OF ROAD ON THE
 CQ2926'PROPERTY OF J.W. SANDIFER, JR.
 CQ2926'
 CQ2926'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2926
 CQ2926                          STATION RECOVERY (1971)
 CQ2926
 CQ2926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2926'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AND AS
 CQ2926'PREVIOUSLY DESCRIBED.
 CQ2926'
 CQ2926'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO STATION 31B002
 CQ2926'(LDH) THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2909 ***********************************************************************
 CQ2909  DESIGNATION -  31B002 RESET
 CQ2909  PID         -  CQ2909
 CQ2909  STATE/COUNTY-  LA/LINCOLN
 CQ2909  USGS QUAD   -  RUSTON WEST (1994)
 CQ2909
 CQ2909                         *CURRENT SURVEY CONTROL
 CQ2909  ___________________________________________________________________
 CQ2909* NAD 83(1992)-  32 31 37.86306(N)    092 38 19.88533(W)     ADJUSTED  
 CQ2909* NAVD 88     -       119.6    (meters)     392.     (feet)  VERTCON   
 CQ2909  ___________________________________________________________________
 CQ2909  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ2909  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2909
 CQ2909  HORZ ORDER  -  FIRST
 CQ2909
 CQ2909.The horizontal coordinates were established by classical geodetic methods
 CQ2909.and adjusted by the National Geodetic Survey in January 1993..
 CQ2909
 CQ2909.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2909
 CQ2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2909
 CQ2909.The geoid height was determined by GEOID03.
 CQ2909
 CQ2909;                    North         East     Units Scale Factor Converg.
 CQ2909;SPC LA N     -   224,777.277   986,954.972   MT  0.99997117   -0 04 24.3
 CQ2909;SPC LA N     -   737,456.78  3,238,034.77   sFT  0.99997117   -0 04 24.3
 CQ2909;UTM  15      - 3,598,929.994   533,915.356   MT  0.99961418   +0 11 39.1
 CQ2909
 CQ2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2909!SPC LA N     -   0.99998526  x   0.99997117  =   0.99995643
 CQ2909!UTM  15      -   0.99998526  x   0.99961418  =   0.99959944
 CQ2909
 CQ2909|---------------------------------------------------------------------|
 CQ2909| PID    Reference Object                     Distance      Geod. Az  |
 CQ2909|                                                           dddmmss.s |
 CQ2909| CY3205 31B002 RP 1                           6.504 METERS 04503     |
 CQ2909| CQ2915 RUSTON NEW MUNICIPAL TANK           APPROX. 0.7 KM 0610738.6 |
 CQ2909| CQ2844 CARGILL RM 3                        APPROX. 6.3 KM 2344546.9 |
 CQ2909| CQ2919 RUSTON SEYMORE CABLE TV MAST        APPROX. 2.7 KM 2541226.8 |
 CQ2909| CQ2917 RUSTON LA TECH TANK                 APPROX. 1.0 KM 2655348.4 |
 CQ2909| CQ2920 GRAMBLING N MUN TANK                APPROX. 6.9 KM 2725019.2 |
 CQ2909| CY3206 31B002 RP 2                           5.975 METERS 32933     |
 CQ2909| CQ2926 31B001 LADH 1966                    APPROX.14.3 KM 3430059.5 |
 CQ2909|---------------------------------------------------------------------|
 CQ2909
 CQ2909                          SUPERSEDED SURVEY CONTROL
 CQ2909
 CQ2909  NAD 83(1986)-  32 31 37.87626(N)    092 38 19.87629(W) AD(       ) 1
 CQ2909  NAD 27      -  32 31 37.33654(N)    092 38 19.34012(W) AD(       ) 1
 CQ2909  NGVD 29 (07/19/86)  119.7    (m)          393.     (f) VERT ANG       
 CQ2909
 CQ2909.Superseded values are not recommended for survey control.
 CQ2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2909.See file dsdata.txt to determine how the superseded data were derived.
 CQ2909
 CQ2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3391598930(NAD 83)
 CQ2909_MARKER: DS = TRIANGULATION STATION DISK
 CQ2909_SETTING: 0 = UNSPECIFIED SETTING
 CQ2909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2909+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 CQ2909
 CQ2909  HISTORY     - Date     Condition        Report By
 CQ2909  HISTORY     - 1972     MONUMENTED       NGS
 CQ2909  HISTORY     - 20050422 GOOD             USPSQD
 CQ2909
 CQ2909                          STATION DESCRIPTION
 CQ2909
 CQ2909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CQ2909'THIS STATION IS LOCATED ON TOP OF THE LINCOLN PARISH COURTHOUSE
 CQ2909'IN RUSTON, LOUISIANA.
 CQ2909'
 CQ2909'THE LINCOLN PARISH COURTHOUSE IS LOCATED JUST SOUTH OF THE I.C.
 CQ2909'RAILROAD CROSSING ON U.S. HIGHWAY 167.
 CQ2909'
 CQ2909'THE STATION WAS VISITED 9-13-72 AND THE STATION MARK WAS FOUND
 CQ2909'IN GOOD CONDITION.  THE STATION MARK WAS REQUESTED LOWERED AT
 CQ2909'THIS DATE DUE TO THE RESURFACING OF THE ROOF.  THE MARK WAS
 CQ2909'LOWERED IN ITS ORIGINAL POSITION AND SET IN A DRILL HOLE IN THE
 CQ2909'CONCRETE PORTION OF THE ROOF.  THE MARK WAS MADE AVAILABLE
 CQ2909'THROUGH A COPPER SHIELD WITH A CAP ON THE TOP.  THE MARK IS
 CQ2909'STAMPED 31 B002.
 CQ2909
 CQ2909                          STATION RECOVERY (2005)
 CQ2909
 CQ2909'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CQ2909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2900 ***********************************************************************
 CQ2900  DESIGNATION -  31B004 LADH 1966
 CQ2900  PID         -  CQ2900
 CQ2900  STATE/COUNTY-  LA/LINCOLN
 CQ2900  USGS QUAD   -  RUSTON EAST (1994)
 CQ2900
 CQ2900                         *CURRENT SURVEY CONTROL
 CQ2900  ___________________________________________________________________
 CQ2900* NAD 83(1992)-  32 32 23.63189(N)    092 34 45.41845(W)     ADJUSTED  
 CQ2900* NAVD 88     -        86.1    (meters)     282.     (feet)  VERTCON   
 CQ2900  ___________________________________________________________________
 CQ2900  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CQ2900  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ2900
 CQ2900  HORZ ORDER  -  SECOND
 CQ2900
 CQ2900.The horizontal coordinates were established by classical geodetic methods
 CQ2900.and adjusted by the National Geodetic Survey in January 1993..
 CQ2900
 CQ2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2900
 CQ2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2900
 CQ2900.The geoid height was determined by GEOID03.
 CQ2900
 CQ2900;                    North         East     Units Scale Factor Converg.
 CQ2900;SPC LA N     -   226,181.490   992,552.739   MT  0.99997355   -0 02 30.9
 CQ2900;SPC LA N     -   742,063.77  3,256,400.11   sFT  0.99997355   -0 02 30.9
 CQ2900;UTM  15      - 3,600,359.857   539,504.507   MT  0.99961924   +0 13 34.7
 CQ2900
 CQ2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2900!SPC LA N     -   0.99999052  x   0.99997355  =   0.99996407
 CQ2900!UTM  15      -   0.99999052  x   0.99961924  =   0.99960976
 CQ2900
 CQ2900:                Primary Azimuth Mark                     Grid Az
 CQ2900:SPC LA N     -  31 B 003 LADH                            271 38 18.1
 CQ2900:UTM  15      -  31 B 003 LADH                            271 22 12.5
 CQ2900
 CQ2900|---------------------------------------------------------------------|
 CQ2900| PID    Reference Object                     Distance      Geod. Az  |
 CQ2900|                                                           dddmmss.s |
 CQ2900| CQ1168 31 B 003 LADH                       APPROX. 3.3 KM 2713547.2 |
 CQ2900|---------------------------------------------------------------------|
 CQ2900
 CQ2900                          SUPERSEDED SURVEY CONTROL
 CQ2900
 CQ2900  NAD 83(1986)-  32 32 23.64508(N)    092 34 45.40958(W) AD(       ) 2
 CQ2900  NAD 27      -  32 32 23.10771(N)    092 34 44.88008(W) AD(       ) 2
 CQ2900  NGVD 29 (07/19/86)   86.2    (m)          283.     (f) VERT ANG       
 CQ2900
 CQ2900.Superseded values are not recommended for survey control.
 CQ2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2900.See file dsdata.txt to determine how the superseded data were derived.
 CQ2900
 CQ2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3950500360(NAD 83)
 CQ2900_MARKER: DD = SURVEY DISK
 CQ2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2900+STABILITY: SURFACE MOTION
 CQ2900
 CQ2900  HISTORY     - Date     Condition        Report By
 CQ2900  HISTORY     - 1966     MONUMENTED       LADH
 CQ2900  HISTORY     - 20040131 MARK NOT FOUND   USPSQD
 CQ2900
 CQ2900                          STATION DESCRIPTION
 CQ2900
 CQ2900'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2900'THIS STATION IS SET EAST ALONG INTERSTATE 20, 3.39 MILES FROM
 CQ2900'THE VIENNA STREET OVERPASS AND INTERCHANGE OVER INTERSTATE
 CQ2900'20, 48.3 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE
 CQ2900'OF INTERSTATE 20, 1.70 FEET WEST OF A METAL WITNESS POST AND
 CQ2900'SIGN, 23.00 FEET NORTH OF HIGH BANK ON SOUTH SIDE OF HIGHWAY,
 CQ2900'57.3 FEET NORTH OF EASTWEST FENCE, AND 518 FEET WEST OF SOUTH
 CQ2900'END OF OVERPASS ON PARISH ROAD OVER INTERSTATE 20.
 CQ2900'
 CQ2900'STATION IS STANDARD BRONZE DISK SET IN A ROUND CONCRETE POST
 CQ2900'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ2900'STATION IS STAMPED 31B004.
 CQ2900'
 CQ2900'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2900'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2900'NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ2900'ON INTERSTATE 20 FOR 3.39 MILES TO STATION SET ON THE SOUTH
 CQ2900'SIDE OF HIGHWAY.
 CQ2900'
 CQ2900'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2900
 CQ2900                          STATION RECOVERY (2004)
 CQ2900
 CQ2900'RECOVERY NOTE BY US POWER SQUADRON 2004 (THC)
 CQ2900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2904 ***********************************************************************
 CQ2904  DESIGNATION -  31B005 LADH 1966
 CQ2904  PID         -  CQ2904
 CQ2904  STATE/COUNTY-  LA/LINCOLN
 CQ2904  USGS QUAD   -  RUSTON EAST (1994)
 CQ2904
 CQ2904                         *CURRENT SURVEY CONTROL
 CQ2904  ___________________________________________________________________
 CQ2904* NAD 83(1992)-  32 32 23.63872(N)    092 31 24.88848(W)     ADJUSTED  
 CQ2904* NAVD 88     -        78.4    (meters)     257.     (feet)  VERTCON   
 CQ2904  ___________________________________________________________________
 CQ2904  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ2904  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2904
 CQ2904  HORZ ORDER  -  SECOND
 CQ2904
 CQ2904.The horizontal coordinates were established by classical geodetic methods
 CQ2904.and adjusted by the National Geodetic Survey in January 1993..
 CQ2904
 CQ2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2904
 CQ2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2904
 CQ2904.The geoid height was determined by GEOID03.
 CQ2904
 CQ2904;                    North         East     Units Scale Factor Converg.
 CQ2904;SPC LA N     -   226,179.217   997,785.053   MT  0.99997355   -0 00 44.9
 CQ2904;SPC LA N     -   742,056.31  3,273,566.46   sFT  0.99997355   -0 00 44.9
 CQ2904;UTM  15      - 3,600,382.094   544,734.934   MT  0.99962468   +0 15 22.6
 CQ2904
 CQ2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2904!SPC LA N     -   0.99999173  x   0.99997355  =   0.99996528
 CQ2904!UTM  15      -   0.99999173  x   0.99962468  =   0.99961641
 CQ2904
 CQ2904:                Primary Azimuth Mark                     Grid Az
 CQ2904:SPC LA N     -  31B008 LADH 1966                         006 20 13.5
 CQ2904:UTM  15      -  31B008 LADH 1966                         006 04 06.0
 CQ2904
 CQ2904|---------------------------------------------------------------------|
 CQ2904| PID    Reference Object                     Distance      Geod. Az  |
 CQ2904|                                                           dddmmss.s |
 CQ2904| CQ2903 31B008 LADH 1966                    473.125 METERS 0061928.6 |
 CQ2904|---------------------------------------------------------------------|
 CQ2904
 CQ2904                          SUPERSEDED SURVEY CONTROL
 CQ2904
 CQ2904  NAD 83(1986)-  32 32 23.65194(N)    092 31 24.87972(W) AD(       ) 2
 CQ2904  NAD 27      -  32 32 23.11656(N)    092 31 24.35617(W) AD(       ) 2
 CQ2904  NGVD 29 (07/19/86)   78.5    (m)          258.     (f) VERT ANG       
 CQ2904
 CQ2904.Superseded values are not recommended for survey control.
 CQ2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2904.See file dsdata.txt to determine how the superseded data were derived.
 CQ2904
 CQ2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4473500382(NAD 83)
 CQ2904_MARKER: DD = SURVEY DISK
 CQ2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2904+STABILITY: SURFACE MOTION
 CQ2904
 CQ2904  HISTORY     - Date     Condition        Report By
 CQ2904  HISTORY     - 1966     MONUMENTED       LADH
 CQ2904
 CQ2904                          STATION DESCRIPTION
 CQ2904
 CQ2904'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2904'STATION IS SET IN THE NORTHWEST CORNER OF THE OVERPASS ON
 CQ2904'PARISH ROAD NO. 4 OVER INTERSTATE 20, AND IS MARKED BY A STANDARD
 CQ2904'BRONZE DISK SET IN THE ROADWAY OF THE OVERPASS, IN THE ABUTMENT
 CQ2904'(2.83 FEET EAST OF THE WEST CURB).  STATION IS 7.15 FEET SOUTHEAST
 CQ2904'OF A METAL WITNESS POST AND SIGN, 9.40 FEET WEST OF THE
 CQ2904'CENTERLINE OF PARISH ROAD NO. 4 AND IS STAMPED 31B005.
 CQ2904'
 CQ2904'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2904'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2904'NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ2904'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20, FOR 6.61 MILES
 CQ2904'TO STATION SET IN OVERPASS.
 CQ2904'
 CQ2904'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2699 ***********************************************************************
 CQ2699  DESIGNATION -  31B007 LADH 1966
 CQ2699  PID         -  CQ2699
 CQ2699  STATE/COUNTY-  LA/LINCOLN
 CQ2699  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ2699
 CQ2699                         *CURRENT SURVEY CONTROL
 CQ2699  ___________________________________________________________________
 CQ2699* NAD 83(1992)-  32 32 06.60224(N)    092 29 38.63476(W)     ADJUSTED  
 CQ2699* NAVD 88     -        60.0    (meters)     197.     (feet)  VERTCON   
 CQ2699  ___________________________________________________________________
 CQ2699  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CQ2699  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2699
 CQ2699  HORZ ORDER  -  SECOND
 CQ2699
 CQ2699.The horizontal coordinates were established by classical geodetic methods
 CQ2699.and adjusted by the National Geodetic Survey in January 1993..
 CQ2699
 CQ2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2699
 CQ2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2699
 CQ2699.The geoid height was determined by GEOID03.
 CQ2699
 CQ2699;                    North         East     Units Scale Factor Converg.
 CQ2699;SPC LA N     -   225,654.205 1,000,557.500   MT  0.99997266   +0 00 11.3
 CQ2699;SPC LA N     -   740,333.84  3,282,662.40   sFT  0.99997266   +0 00 11.3
 CQ2699;UTM  15      - 3,599,870.275   547,508.852   MT  0.99962783   +0 16 19.6
 CQ2699
 CQ2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2699!SPC LA N     -   0.99999462  x   0.99997266  =   0.99996728
 CQ2699!UTM  15      -   0.99999462  x   0.99962783  =   0.99962245
 CQ2699
 CQ2699:                Primary Azimuth Mark                     Grid Az
 CQ2699:SPC LA N     -  31B005 LADH 1966                         280 43 23.3
 CQ2699:UTM  15      -  31B005 LADH 1966                         280 27 15.0
 CQ2699
 CQ2699|---------------------------------------------------------------------|
 CQ2699| PID    Reference Object                     Distance      Geod. Az  |
 CQ2699|                                                           dddmmss.s |
 CQ2699| CQ2904 31B005 LADH 1966                    APPROX. 2.8 KM 2804334.6 |
 CQ2699|---------------------------------------------------------------------|
 CQ2699
 CQ2699                          SUPERSEDED SURVEY CONTROL
 CQ2699
 CQ2699  NAD 83(1986)-  32 32 06.61547(N)    092 29 38.62607(W) AD(       ) 2
 CQ2699  NAD 27      -  32 32 06.08098(N)    092 29 38.10544(W) AD(       ) 2
 CQ2699  NGVD 29 (07/19/86)   60.1    (m)          197.     (f) VERT ANG       
 CQ2699
 CQ2699.Superseded values are not recommended for survey control.
 CQ2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2699.See file dsdata.txt to determine how the superseded data were derived.
 CQ2699
 CQ2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4750999870(NAD 83)
 CQ2699_MARKER: DD = SURVEY DISK
 CQ2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2699+STABILITY: SURFACE MOTION
 CQ2699
 CQ2699  HISTORY     - Date     Condition        Report By
 CQ2699  HISTORY     - 1966     MONUMENTED       LADH
 CQ2699
 CQ2699                          STATION DESCRIPTION
 CQ2699
 CQ2699'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2699'THIS STATION IS EAST ALONG INTERSTATE 20, 8.39 MILES FROM
 CQ2699'THE VIENNA STREET OVERPASS AND INTERCHANGE ON INTERSTATE 20,
 CQ2699'IN RUSTON, LOUISIANA, 1.6 FEET EAST OF A METAL WITNESS POST
 CQ2699'AND SIGN, 13.0 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE,
 CQ2699'93.5 FEET SOUTH OF THE CENTERLINE ON THE EAST BOUND LANE OF
 CQ2699'INTERSTATE 20, AND 149.8 FEET SOUTHWEST OF THE SOUTH POST OF
 CQ2699'REST AREA SIGN.  STATION IS ON TOP OF FIRST HILL EAST OF THE
 CQ2699'CHOUDRANT OVERPASS AND INTERCHANGE.
 CQ2699'
 CQ2699'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2699'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ2699'THE GROUND.  STATION IS STAMPED 31B007.
 CQ2699'
 CQ2699'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2699'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2699'NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ2699'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20, FOR 8.39
 CQ2699'MILES TO STATION SET SOUTH OF HIGHWAY.
 CQ2699'
 CQ2699'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2903 ***********************************************************************
 CQ2903  DESIGNATION -  31B008 LADH 1966
 CQ2903  PID         -  CQ2903
 CQ2903  STATE/COUNTY-  LA/LINCOLN
 CQ2903  USGS QUAD   -  RUSTON EAST (1994)
 CQ2903
 CQ2903                         *CURRENT SURVEY CONTROL
 CQ2903  ___________________________________________________________________
 CQ2903* NAD 83(1992)-  32 32 38.90418(N)    092 31 22.89092(W)     ADJUSTED  
 CQ2903* NAVD 88     -        86.6    (meters)     284.     (feet)  VERTCON   
 CQ2903  ___________________________________________________________________
 CQ2903  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ2903  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2903
 CQ2903  HORZ ORDER  -  SECOND
 CQ2903
 CQ2903.The horizontal coordinates were established by classical geodetic methods
 CQ2903.and adjusted by the National Geodetic Survey in January 1993..
 CQ2903
 CQ2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2903
 CQ2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2903
 CQ2903.The geoid height was determined by GEOID03.
 CQ2903
 CQ2903;                    North         East     Units Scale Factor Converg.
 CQ2903;SPC LA N     -   226,649.439   997,837.274   MT  0.99997436   -0 00 43.8
 CQ2903;SPC LA N     -   743,599.03  3,273,737.79   sFT  0.99997436   -0 00 43.8
 CQ2903;UTM  15      - 3,600,852.392   544,784.932   MT  0.99962473   +0 15 23.7
 CQ2903
 CQ2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2903!SPC LA N     -   0.99999044  x   0.99997436  =   0.99996480
 CQ2903!UTM  15      -   0.99999044  x   0.99962473  =   0.99961518
 CQ2903
 CQ2903:                Primary Azimuth Mark                     Grid Az
 CQ2903:SPC LA N     -  31B005 LADH 1966                         186 20 13.5
 CQ2903:UTM  15      -  31B005 LADH 1966                         186 04 06.0
 CQ2903
 CQ2903|---------------------------------------------------------------------|
 CQ2903| PID    Reference Object                     Distance      Geod. Az  |
 CQ2903|                                                           dddmmss.s |
 CQ2903| CQ2904 31B005 LADH 1966                    473.125 METERS 1861929.7 |
 CQ2903|---------------------------------------------------------------------|
 CQ2903
 CQ2903                          SUPERSEDED SURVEY CONTROL
 CQ2903
 CQ2903  NAD 83(1986)-  32 32 38.91740(N)    092 31 22.88216(W) AD(       ) 2
 CQ2903  NAD 27      -  32 32 38.38249(N)    092 31 22.35891(W) AD(       ) 2
 CQ2903  NGVD 29 (07/19/86)   86.7    (m)          284.     (f) VERT ANG       
 CQ2903
 CQ2903.Superseded values are not recommended for survey control.
 CQ2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2903.See file dsdata.txt to determine how the superseded data were derived.
 CQ2903
 CQ2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4478500852(NAD 83)
 CQ2903_MARKER: DD = SURVEY DISK
 CQ2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2903+STABILITY: SURFACE MOTION
 CQ2903
 CQ2903  HISTORY     - Date     Condition        Report By
 CQ2903  HISTORY     - 1966     MONUMENTED       LADH
 CQ2903
 CQ2903                          STATION DESCRIPTION
 CQ2903
 CQ2903'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2903'THIS STATION IS NORTH OF CHOUDRANT, LOUISIANA, ON PARISH
 CQ2903'ROAD NO. 4 ON THE PROPERTY OF AARON MATTOX.  THE STATION
 CQ2903'IS 19.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MATTOX
 CQ2903'RESIDENCE, 36.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 CQ2903'THE MATTOX RESIDENCE, 61.5 FEET SOUTH OF A DUG WELL, 131.5
 CQ2903'FEET EAST OF A METAL WITNESS POST AND SIGN, 162.0 FEET EAST
 CQ2903'OF THE CENTERLINE OF PARISH ROAD NO. 4.
 CQ2903'
 CQ2903'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2903'CONCRETE POST AND IS EVEN WITH THE SURFACE OF THE GROUND.
 CQ2903'STATION IS STAMPED 31B008.
 CQ2903'
 CQ2903'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ2903'IN RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY
 CQ2903'167) NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND
 CQ2903'INTERCHANGE ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE
 CQ2903'20 FOR 7.41 MILES TO THE LA. HIGHWAY 145 OVERPASS AND
 CQ2903'INTERCHANGE, THENCE SOUTH ALONG LA. HIGHWAY 145 FOR 0.6 MILE TO
 CQ2903'THE INTERSECTION WITH U.S. HIGHWAY 80 IN CHOUDRANT, LOUISIANA,
 CQ2903'THENCE WEST ALONG U.S. HIGHWAY 80 FOR 0.6 MILE TO THE
 CQ2903'INTERSECTION WITH PARISH ROAD NO. 4 FOR 0.9 MILE TO
 CQ2903'STATION SET EAST OF ROAD NEXT TO THE AARON MATTOX
 CQ2903'RESIDENCE.
 CQ2903'
 CQ2903'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2703 ***********************************************************************
 CQ2703  DESIGNATION -  31B009 LADH 1966
 CQ2703  PID         -  CQ2703
 CQ2703  STATE/COUNTY-  LA/LINCOLN
 CQ2703  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ2703
 CQ2703                         *CURRENT SURVEY CONTROL
 CQ2703  ___________________________________________________________________
 CQ2703* NAD 83(1992)-  32 34 28.54514(N)    092 28 26.62671(W)     ADJUSTED  
 CQ2703* NAVD 88     -        77.9    (meters)     256.     (feet)  VERTCON   
 CQ2703  ___________________________________________________________________
 CQ2703  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CQ2703  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2703
 CQ2703  HORZ ORDER  -  SECOND
 CQ2703
 CQ2703.The horizontal coordinates were established by classical geodetic methods
 CQ2703.and adjusted by the National Geodetic Survey in January 1993..
 CQ2703
 CQ2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2703
 CQ2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2703
 CQ2703.The geoid height was determined by GEOID03.
 CQ2703
 CQ2703;                    North         East     Units Scale Factor Converg.
 CQ2703;SPC LA N     -   230,026.873 1,002,435.415   MT  0.99998030   +0 00 49.4
 CQ2703;SPC LA N     -   754,679.83  3,288,823.52   sFT  0.99998030   +0 00 49.4
 CQ2703;UTM  15      - 3,604,250.195   549,365.556   MT  0.99963005   +0 16 59.4
 CQ2703
 CQ2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2703!SPC LA N     -   0.99999182  x   0.99998030  =   0.99997212
 CQ2703!UTM  15      -   0.99999182  x   0.99963005  =   0.99962187
 CQ2703
 CQ2703:                Primary Azimuth Mark                     Grid Az
 CQ2703:SPC LA N     -  SIBLEY                                   345 06 21.9
 CQ2703:UTM  15      -  SIBLEY                                   344 50 11.9
 CQ2703
 CQ2703|---------------------------------------------------------------------|
 CQ2703| PID    Reference Object                     Distance      Geod. Az  |
 CQ2703|                                                           dddmmss.s |
 CQ2703| CQ0331 SIBLEY                              APPROX. 0.6 KM 3450711.3 |
 CQ2703|---------------------------------------------------------------------|
 CQ2703
 CQ2703                          SUPERSEDED SURVEY CONTROL
 CQ2703
 CQ2703  NAD 83(1986)-  32 34 28.55818(N)    092 28 26.61802(W) AD(       ) 2
 CQ2703  NAD 27      -  32 34 28.02796(N)    092 28 26.10141(W) AD(       ) 2
 CQ2703  NGVD 29 (07/19/86)   78.0    (m)          256.     (f) VERT ANG       
 CQ2703
 CQ2703.Superseded values are not recommended for survey control.
 CQ2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2703.See file dsdata.txt to determine how the superseded data were derived.
 CQ2703
 CQ2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4936604250(NAD 83)
 CQ2703_MARKER: DD = SURVEY DISK
 CQ2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2703+STABILITY: SURFACE MOTION
 CQ2703
 CQ2703  HISTORY     - Date     Condition        Report By
 CQ2703  HISTORY     - 1966     MONUMENTED       LADH
 CQ2703
 CQ2703                          STATION DESCRIPTION
 CQ2703
 CQ2703'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2703'THIS STATION IS LOCATED ABOUT 4 MILES NORTH OF THE CHOUDRANT
 CQ2703'OVERPASS AND INTERCHANGE ON INTERSTATE 20, ON LAND OWNED BY
 CQ2703'E.D. BROOKS.  STATION IS SET IN TERRACE ROW IN PASTURE, 385.16
 CQ2703'FEET SOUTHWEST OF A FENCE CORNER NEAR A GROVE OF PECAN TREES,
 CQ2703'428.10 FEET SOUTHWEST OF A FENCE CORNER NEAR A GRAVEL ROAD
 CQ2703'RUNNING NORTH, 269.82 FEET SOUTHWEST OF A TELEPHONE POLE
 CQ2703'NEAR SAID GRAVEL ROAD, 230.20 FEET WEST OF A METAL WITNESS POST
 CQ2703'AND SIGN SET IN FENCE ALONG SAID GRAVEL ROAD, AND 260.20 FEET
 CQ2703'NORTHWEST OF NORTHWEST CORNER OF FRAME RESIDENCE FACING SAID
 CQ2703'GRAVEL ROAD.
 CQ2703'
 CQ2703'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2703'CONCRETE POST 4 INCHES BELOW SURFACE OF THE GROUND.
 CQ2703'
 CQ2703'TO REACH THIS STATION FROM THE CHOUDRANT OVERPASS AND INTERCHANGE
 CQ2703'ON INTERSTATE 20, GO NORTHEAST ALONG LA. HIGHWAY 145 FOR
 CQ2703'3.24 MILES TO A GRAVEL ROAD RUNNING NORTH, THENCE ALONG SAID
 CQ2703'ROAD FOR 0.8 MILE TO STATION SET IN PASTURE WEST OF ROAD.
 CQ2703'
 CQ2703'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2698 ***********************************************************************
 CQ2698  DESIGNATION -  31C001
 CQ2698  PID         -  CQ2698
 CQ2698  STATE/COUNTY-  LA/OUACHITA
 CQ2698  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ2698
 CQ2698                         *CURRENT SURVEY CONTROL
 CQ2698  ___________________________________________________________________
 CQ2698* NAD 83(1992)-  32 31 58.71201(N)    092 28 45.66808(W)     ADJUSTED  
 CQ2698* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 CQ2698  ___________________________________________________________________
 CQ2698  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CQ2698  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2698
 CQ2698  HORZ ORDER  -  SECOND
 CQ2698
 CQ2698.The horizontal coordinates were established by classical geodetic methods
 CQ2698.and adjusted by the National Geodetic Survey in January 1993..
 CQ2698
 CQ2698.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2698
 CQ2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2698
 CQ2698.The geoid height was determined by GEOID03.
 CQ2698
 CQ2698;                    North         East     Units Scale Factor Converg.
 CQ2698;SPC LA N     -   225,411.327 1,001,939.647   MT  0.99997225   +0 00 39.3
 CQ2698;SPC LA N     -   739,537.00  3,287,196.99   sFT  0.99997225   +0 00 39.3
 CQ2698;UTM  15      - 3,599,633.970   548,891.648   MT  0.99962948   +0 16 48.0
 CQ2698
 CQ2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2698!SPC LA N     -   0.99999440  x   0.99997225  =   0.99996665
 CQ2698!UTM  15      -   0.99999440  x   0.99962948  =   0.99962388
 CQ2698
 CQ2698:                Primary Azimuth Mark                     Grid Az
 CQ2698:SPC LA N     -  31B005 LADH 1966                         280 28 19.1
 CQ2698:UTM  15      -  31B005 LADH 1966                         280 12 10.4
 CQ2698
 CQ2698|---------------------------------------------------------------------|
 CQ2698| PID    Reference Object                     Distance      Geod. Az  |
 CQ2698|                                                           dddmmss.s |
 CQ2698| CQ2904 31B005 LADH 1966                    APPROX. 4.2 KM 2802858.4 |
 CQ2698|---------------------------------------------------------------------|
 CQ2698
 CQ2698                          SUPERSEDED SURVEY CONTROL
 CQ2698
 CQ2698  NAD 83(1986)-  32 31 58.72530(N)    092 28 45.65941(W) AD(       ) 2
 CQ2698  NAD 27      -  32 31 58.19197(N)    092 28 45.14059(W) AD(       ) 2
 CQ2698  NGVD 29 (07/19/86)   61.5    (m)          202.     (f) VERT ANG       
 CQ2698
 CQ2698.Superseded values are not recommended for survey control.
 CQ2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2698.See file dsdata.txt to determine how the superseded data were derived.
 CQ2698
 CQ2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4889299634(NAD 83)
 CQ2698_MARKER: DD = SURVEY DISK
 CQ2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2698_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2698+STABILITY: SURFACE MOTION
 CQ2698
 CQ2698  HISTORY     - Date     Condition        Report By
 CQ2698  HISTORY     - 1966     MONUMENTED       LADH
 CQ2698  HISTORY     - 1987     GOOD             LADTD
 CQ2698
 CQ2698                          STATION DESCRIPTION
 CQ2698
 CQ2698'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2698'THIS STATION IS SET EAST ALONG INTERSTATE 20, 9.23 MILES FROM
 CQ2698'THE VIENNA STREET OVERPASS AND INTERCHANGE, 1.40 FEET WEST OF
 CQ2698'A METAL WITNESS POST AND SIGN, 42.40 FEET NORTH OF A EAST-WEST
 CQ2698'RIGHT OF WAY FENCE ALONG SOUTH SIDE OF HIGHWAY, 95.20 FEET
 CQ2698'NORTHWEST OF NORTH POST OF TRAVEL LODGE MOTEL SIGN, 63.0
 CQ2698'FEET SOUTH OF THE CENTERLINE OF EAST BOUND LANE OF INTERSTATE
 CQ2698'20 AND 148.0 FEET EAST OF A TRIPLE TRUNK 6 INCH GUM TREE.
 CQ2698'
 CQ2698'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2698'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ2698'GROUND.  STATION IS STAMPED 31C001.
 CQ2698'
 CQ2698'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2698'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2698'NORTH FOR 0.80 MILE TO THE VIENNA STREET OVERPASS ON INTERSTATE
 CQ2698'20, THENCE EAST ALONG INTERSTATE 20, FOR 9.23 MILES TO STATION
 CQ2698'SET ON THE SOUTH SIDE OF HIGHWAY.
 CQ2698'
 CQ2698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2698
 CQ2698                          STATION RECOVERY (1987)
 CQ2698
 CQ2698'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2698'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2700 ***********************************************************************
 CQ2700  DESIGNATION -  31C002
 CQ2700  PID         -  CQ2700
 CQ2700  STATE/COUNTY-  LA/OUACHITA
 CQ2700  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ2700
 CQ2700                         *CURRENT SURVEY CONTROL
 CQ2700  ___________________________________________________________________
 CQ2700* NAD 83(1992)-  32 31 40.60511(N)    092 26 32.85433(W)     ADJUSTED  
 CQ2700* NAVD 88     -        34.8    (meters)     114.     (feet)  VERTCON   
 CQ2700  ___________________________________________________________________
 CQ2700  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CQ2700  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2700
 CQ2700  HORZ ORDER  -  SECOND
 CQ2700
 CQ2700.The horizontal coordinates were established by classical geodetic methods
 CQ2700.and adjusted by the National Geodetic Survey in January 1993..
 CQ2700
 CQ2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2700
 CQ2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2700
 CQ2700.The geoid height was determined by GEOID03.
 CQ2700
 CQ2700;                    North         East     Units Scale Factor Converg.
 CQ2700;SPC LA N     -   224,854.819 1,005,405.638   MT  0.99997131   +0 01 49.5
 CQ2700;SPC LA N     -   737,711.19  3,298,568.33   sFT  0.99997131   +0 01 49.5
 CQ2700;UTM  15      - 3,599,093.939   552,359.036   MT  0.99963380   +0 17 59.3
 CQ2700
 CQ2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2700!SPC LA N     -   0.99999858  x   0.99997131  =   0.99996989
 CQ2700!UTM  15      -   0.99999858  x   0.99963380  =   0.99963238
 CQ2700
 CQ2700:                Primary Azimuth Mark                     Grid Az
 CQ2700:SPC LA N     -  31C001                                   279 07 18.7
 CQ2700:UTM  15      -  31C001                                   278 51 08.9
 CQ2700
 CQ2700|---------------------------------------------------------------------|
 CQ2700| PID    Reference Object                     Distance      Geod. Az  |
 CQ2700|                                                           dddmmss.s |
 CQ2700| CQ2698 31C001                              APPROX. 3.5 KM 2790908.2 |
 CQ2700|---------------------------------------------------------------------|
 CQ2700
 CQ2700                          SUPERSEDED SURVEY CONTROL
 CQ2700
 CQ2700  NAD 83(1986)-  32 31 40.61847(N)    092 26 32.84572(W) AD(       ) 2
 CQ2700  NAD 27      -  32 31 40.08718(N)    092 26 32.33092(W) AD(       ) 2
 CQ2700  NGVD 29 (07/19/86)   34.9    (m)          115.     (f) VERT ANG       
 CQ2700
 CQ2700.Superseded values are not recommended for survey control.
 CQ2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2700.See file dsdata.txt to determine how the superseded data were derived.
 CQ2700
 CQ2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5235999094(NAD 83)
 CQ2700_MARKER: DD = SURVEY DISK
 CQ2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2700_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2700+STABILITY: SURFACE MOTION
 CQ2700
 CQ2700  HISTORY     - Date     Condition        Report By
 CQ2700  HISTORY     - 1966     MONUMENTED       LADH
 CQ2700  HISTORY     - 1987     GOOD             LADTD
 CQ2700
 CQ2700                          STATION DESCRIPTION
 CQ2700
 CQ2700'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2700'THIS STATION IS SET EAST ALONG INTERSTATE 20, 11.36 MILES
 CQ2700'FROM THE VIENNA STREET OVERPASS AND INTERCHANGE IN RUSTON,
 CQ2700'LOUISIANA, 20.40 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CQ2700'BOUND LANE OF INTERSTATE 20, 3.07 FEET NORTH OF A METAL WITNESS
 CQ2700'POST AND SIGN, 84.4 FEET NORTH OF EAST-WEST RIGHT OF WAY
 CQ2700'FENCE ALONG SOUTH SIDE OF HIGHWAY, 136.0 FEET NORTHEAST OF
 CQ2700'A HIGHWAY RIGHT OF WAY MARKER ON SOUTH SIDE OF HIGHWAY, AND
 CQ2700'APPROXIMATELY 750 FEET WEST OF WEST CHOUDRANT CREEK RELIEF
 CQ2700'BRIDGE ON INTERSTATE 20.
 CQ2700'
 CQ2700'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2700'CONCRETE POST SET EVEN WITH THE SURFACE OF THE GROUND IN
 CQ2700'SHOULDER OF HIGHWAY.  STATION IS STAMPED 31C002.
 CQ2700'
 CQ2700'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2700'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2700'NORTH FOR 0.80 MILE TO THE VIENNA STREET OVERPASS ON INTERSTATE
 CQ2700'20, THENCE EAST ALONG INTERSTATE 20 FOR 11.36 MILES TO THE
 CQ2700'STATION SET ON THE SOUTH SIDE OF HIGHWAY.
 CQ2700'
 CQ2700'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2700
 CQ2700                          STATION RECOVERY (1987)
 CQ2700
 CQ2700'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2700'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2701 ***********************************************************************
 CQ2701  DESIGNATION -  31C003
 CQ2701  PID         -  CQ2701
 CQ2701  STATE/COUNTY-  LA/OUACHITA
 CQ2701  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ2701
 CQ2701                         *CURRENT SURVEY CONTROL
 CQ2701  ___________________________________________________________________
 CQ2701* NAD 83(1992)-  32 31 18.92373(N)    092 25 05.52564(W)     ADJUSTED  
 CQ2701* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 CQ2701  ___________________________________________________________________
 CQ2701  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CQ2701  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2701
 CQ2701  HORZ ORDER  -  SECOND
 CQ2701
 CQ2701.The horizontal coordinates were established by classical geodetic methods
 CQ2701.and adjusted by the National Geodetic Survey in January 1993..
 CQ2701
 CQ2701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2701
 CQ2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2701
 CQ2701.The geoid height was determined by GEOID03.
 CQ2701
 CQ2701;                    North         East     Units Scale Factor Converg.
 CQ2701;SPC LA N     -   224,188.421 1,007,685.057   MT  0.99997020   +0 02 35.7
 CQ2701;SPC LA N     -   735,524.84  3,306,046.72   sFT  0.99997020   +0 02 35.7
 CQ2701;UTM  15      - 3,598,438.488   554,640.798   MT  0.99963682   +0 18 46.1
 CQ2701
 CQ2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2701!SPC LA N     -   0.99999571  x   0.99997020  =   0.99996591
 CQ2701!UTM  15      -   0.99999571  x   0.99963682  =   0.99963253
 CQ2701
 CQ2701:                Primary Azimuth Mark                     Grid Az
 CQ2701:SPC LA N     -  31C002                                   286 17 47.8
 CQ2701:UTM  15      -  31C002                                   286 01 37.4
 CQ2701
 CQ2701|---------------------------------------------------------------------|
 CQ2701| PID    Reference Object                     Distance      Geod. Az  |
 CQ2701|                                                           dddmmss.s |
 CQ2701| CQ2700 31C002                              APPROX. 2.4 KM 2862023.5 |
 CQ2701|---------------------------------------------------------------------|
 CQ2701
 CQ2701                          SUPERSEDED SURVEY CONTROL
 CQ2701
 CQ2701  NAD 83(1986)-  32 31 18.93712(N)    092 25 05.51708(W) AD(       ) 2
 CQ2701  NAD 27      -  32 31 18.40678(N)    092 25 05.00503(W) AD(       ) 2
 CQ2701  NGVD 29 (07/19/86)   53.2    (m)          175.     (f) VERT ANG       
 CQ2701
 CQ2701.Superseded values are not recommended for survey control.
 CQ2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2701.See file dsdata.txt to determine how the superseded data were derived.
 CQ2701
 CQ2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5464198438(NAD 83)
 CQ2701_MARKER: DD = SURVEY DISK
 CQ2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2701_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2701+STABILITY: SURFACE MOTION
 CQ2701
 CQ2701  HISTORY     - Date     Condition        Report By
 CQ2701  HISTORY     - 1966     MONUMENTED       LADH
 CQ2701  HISTORY     - 1987     GOOD             LADTD
 CQ2701
 CQ2701                          STATION DESCRIPTION
 CQ2701
 CQ2701'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2701'THIS STATION IS SET ALONG INTERSTATE 20, 12.83 MILES FROM THE
 CQ2701'VIENNA STREET OVERPASS AND INTERCHANGE IN RUSTON, LOUISIANA,
 CQ2701'92.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 CQ2701'INTERSTATE 20, 111.0 FEET EAST OF A RIGHT OF WAY MARKER ON
 CQ2701'SOUTH SIDE OF HIGHWAY, 42.45 FEET WEST OF A RIGHT OF WAY MARKER
 CQ2701'ON SOUTH SIDE OF HIGHWAY, 13.60 FEET NORTH OF THE SOUTH RIGHT
 CQ2701'OF WAY FENCE, AND 1.50 FEET WEST OF A METAL WITNESS POST AND
 CQ2701'SIGN.
 CQ2701'
 CQ2701'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2701'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ2701'STATION IS STAMPED 31C003.
 CQ2701'
 CQ2701'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2701'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2701'NORTH FOR 0.80 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ2701'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 12.83
 CQ2701'MILES TO THE STATION SET ON THE SOUTH SIDE OF HIGHWAY.
 CQ2701'
 CQ2701'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2701
 CQ2701                          STATION RECOVERY (1987)
 CQ2701
 CQ2701'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2701'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2702 ***********************************************************************
 CQ2702  DESIGNATION -  31C004
 CQ2702  PID         -  CQ2702
 CQ2702  STATE/COUNTY-  LA/OUACHITA
 CQ2702  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ2702
 CQ2702                         *CURRENT SURVEY CONTROL
 CQ2702  ___________________________________________________________________
 CQ2702* NAD 83(1992)-  32 31 17.25075(N)    092 23 15.88914(W)     ADJUSTED  
 CQ2702* NAVD 88     -        61.5    (meters)     202.     (feet)  VERTCON   
 CQ2702  ___________________________________________________________________
 CQ2702  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CQ2702  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2702
 CQ2702  HORZ ORDER  -  FIRST
 CQ2702
 CQ2702.The horizontal coordinates were established by classical geodetic methods
 CQ2702.and adjusted by the National Geodetic Survey in January 1993..
 CQ2702
 CQ2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2702
 CQ2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2702
 CQ2702.The geoid height was determined by GEOID03.
 CQ2702
 CQ2702;                    North         East     Units Scale Factor Converg.
 CQ2702;SPC LA N     -   224,139.449 1,010,546.352   MT  0.99997011   +0 03 33.7
 CQ2702;SPC LA N     -   735,364.18  3,315,434.16   sFT  0.99997011   +0 03 33.7
 CQ2702;UTM  15      - 3,598,402.996   557,501.344   MT  0.99964077   +0 19 45.0
 CQ2702
 CQ2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2702!SPC LA N     -   0.99999439  x   0.99997011  =   0.99996450
 CQ2702!UTM  15      -   0.99999439  x   0.99964077  =   0.99963516
 CQ2702
 CQ2702:                Primary Azimuth Mark                     Grid Az
 CQ2702:SPC LA N     -  31C005                                   088 24 24.9
 CQ2702:UTM  15      -  31C005                                   088 08 13.6
 CQ2702
 CQ2702|---------------------------------------------------------------------|
 CQ2702| PID    Reference Object                     Distance      Geod. Az  |
 CQ2702|                                                           dddmmss.s |
 CQ2702| CQ2691 31C005                              APPROX. 2.2 KM 0882758.6 |
 CQ2702| CQ2822 CALHOUN LOOKOUT TOWER               APPROX. 3.3 KM 1902440.3 |
 CQ2702| CQ2701 31C003                              APPROX. 2.9 KM 2710224.1 |
 CQ2702|---------------------------------------------------------------------|
 CQ2702
 CQ2702                          SUPERSEDED SURVEY CONTROL
 CQ2702
 CQ2702  NAD 83(1986)-  32 31 17.26416(N)    092 23 15.88064(W) AD(       ) 1
 CQ2702  NAD 27      -  32 31 16.73485(N)    092 23 15.37217(W) AD(       ) 1
 CQ2702  NGVD 29 (07/19/86)   61.6    (m)          202.     (f) VERT ANG       
 CQ2702
 CQ2702.Superseded values are not recommended for survey control.
 CQ2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2702.See file dsdata.txt to determine how the superseded data were derived.
 CQ2702
 CQ2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5750198403(NAD 83)
 CQ2702_MARKER: DD = SURVEY DISK
 CQ2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2702_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2702+STABILITY: SURFACE MOTION
 CQ2702
 CQ2702  HISTORY     - Date     Condition        Report By
 CQ2702  HISTORY     - 1966     MONUMENTED       LADH
 CQ2702  HISTORY     - 1971     GOOD             NGS
 CQ2702  HISTORY     - 1987     GOOD             LADTD
 CQ2702  HISTORY     - 19910515 GOOD             USPSQD
 CQ2702
 CQ2702                          STATION DESCRIPTION
 CQ2702
 CQ2702'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2702'THIS STATION IS SET EAST ALONG INTERSTATE 20, 14.58 MILES FROM
 CQ2702'THE VIENNA STREET (U.S. HIGHWAY 167) OVERPASS AND INTERCHANGE
 CQ2702'IN RUSTON, LOUISIANA, 78.0 FEET SOUTH OF THE CENTERLINE OF THE
 CQ2702'EAST BOUND LANE OF INTERSTATE 20, 89.6 FEET NORTHEAST OF POWER
 CQ2702'POLE NO. 4, 138.0 FEET NORTHEAST OF RIGHT OF WAY MARKER ON SOUTH
 CQ2702'SIDE OF HIGHWAY 25.0 FEET NORTH OF SOUTH RIGHT OF WAY FENCE,
 CQ2702'AND 1.93 FEET EAST OF A METAL WITNESS POST AND SIGN.
 CQ2702'
 CQ2702'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2702'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ2702'GROUND.  STATION IS STAMPED 31C004.
 CQ2702'
 CQ2702'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2702'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2702'NORTH FOR 0.80 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ2702'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 14.58 MILES
 CQ2702'TO STATION SET SOUTH OF HIGHWAY.
 CQ2702'
 CQ2702'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2702
 CQ2702                          STATION RECOVERY (1971)
 CQ2702
 CQ2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2702'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 CQ2702'1966 DESCRIPTION IS COMPLETELY ADEQUATE.
 CQ2702
 CQ2702                          STATION RECOVERY (1987)
 CQ2702
 CQ2702'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2702'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2702
 CQ2702                          STATION RECOVERY (1991)
 CQ2702
 CQ2702'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2691 ***********************************************************************
 CQ2691  DESIGNATION -  31C005
 CQ2691  PID         -  CQ2691
 CQ2691  STATE/COUNTY-  LA/OUACHITA
 CQ2691  USGS QUAD   -  CALHOUN (1994)
 CQ2691
 CQ2691                         *CURRENT SURVEY CONTROL
 CQ2691  ___________________________________________________________________
 CQ2691* NAD 83(1992)-  32 31 19.18733(N)    092 21 50.16054(W)     ADJUSTED  
 CQ2691* NAVD 88     -        53.4    (meters)     175.     (feet)  VERTCON   
 CQ2691  ___________________________________________________________________
 CQ2691  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 CQ2691  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2691
 CQ2691  HORZ ORDER  -  SECOND
 CQ2691
 CQ2691.The horizontal coordinates were established by classical geodetic methods
 CQ2691.and adjusted by the National Geodetic Survey in January 1993..
 CQ2691
 CQ2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2691
 CQ2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2691
 CQ2691.The geoid height was determined by GEOID03.
 CQ2691
 CQ2691;                    North         East     Units Scale Factor Converg.
 CQ2691;SPC LA N     -   224,201.666 1,012,783.593   MT  0.99997021   +0 04 19.0
 CQ2691;SPC LA N     -   735,568.30  3,322,774.17   sFT  0.99997021   +0 04 19.0
 CQ2691;UTM  15      - 3,598,475.728   559,737.534   MT  0.99964400   +0 20 31.1
 CQ2691
 CQ2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2691!SPC LA N     -   0.99999566  x   0.99997021  =   0.99996587
 CQ2691!UTM  15      -   0.99999566  x   0.99964400  =   0.99963966
 CQ2691
 CQ2691:                Primary Azimuth Mark                     Grid Az
 CQ2691:SPC LA N     -  31C004                                   268 24 25.7
 CQ2691:UTM  15      -  31C004                                   268 08 13.6
 CQ2691
 CQ2691|---------------------------------------------------------------------|
 CQ2691| PID    Reference Object                     Distance      Geod. Az  |
 CQ2691|                                                           dddmmss.s |
 CQ2691| CQ2702 31C004                              APPROX. 2.2 KM 2682844.7 |
 CQ2691|---------------------------------------------------------------------|
 CQ2691
 CQ2691                          SUPERSEDED SURVEY CONTROL
 CQ2691
 CQ2691  NAD 83(1986)-  32 31 19.20074(N)    092 21 50.15215(W) AD(       ) 2
 CQ2691  NAD 27      -  32 31 18.67226(N)    092 21 49.64546(W) AD(       ) 2
 CQ2691  NGVD 29 (07/19/86)   53.5    (m)          176.     (f) VERT ANG       
 CQ2691
 CQ2691.Superseded values are not recommended for survey control.
 CQ2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2691.See file dsdata.txt to determine how the superseded data were derived.
 CQ2691
 CQ2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5973898476(NAD 83)
 CQ2691_MARKER: DD = SURVEY DISK
 CQ2691_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ2691+WITH SETTING: PAVEMENT
 CQ2691_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2691
 CQ2691  HISTORY     - Date     Condition        Report By
 CQ2691  HISTORY     - 1966     MONUMENTED       LADH
 CQ2691  HISTORY     - 1987     GOOD             LADTD
 CQ2691  HISTORY     - 19910515 GOOD             USPSQD
 CQ2691
 CQ2691                          STATION DESCRIPTION
 CQ2691
 CQ2691'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2691'STATION IS SET IN THE NORTHWEST CORNER OF THE LA HIGHWAY 151
 CQ2691'OVERPASS AND INTERCHANGE ON INTERSTATE 20 AND IS MARKED BY
 CQ2691'A STANDARD BRONZE DISK SET IN THE ROADWAY, IN THE ABUTMENT
 CQ2691'(2.97 FEET WEST OF THE WEST SIGN, 11.85 FEET WEST OF THE
 CQ2691'CENTERLINE OF LA HIGHWAY 151 AND 11.90 FEET SOUTHEAST OF POST ON
 CQ2691'GUARD RAIL.  STATION IS STAMPED 31C005.
 CQ2691'
 CQ2691'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2691'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2691'NORTH FOR 0.80 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ2691'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 15.97 MILES
 CQ2691'TO STATION SET IN OVERPASS.
 CQ2691'
 CQ2691'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2691
 CQ2691                          STATION RECOVERY (1987)
 CQ2691
 CQ2691'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2691'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2691
 CQ2691                          STATION RECOVERY (1991)
 CQ2691
 CQ2691'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2695 ***********************************************************************
 CQ2695  DESIGNATION -  31C007
 CQ2695  PID         -  CQ2695
 CQ2695  STATE/COUNTY-  LA/OUACHITA
 CQ2695  USGS QUAD   -  CALHOUN (1994)
 CQ2695
 CQ2695                         *CURRENT SURVEY CONTROL
 CQ2695  ___________________________________________________________________
 CQ2695* NAD 83(1992)-  32 30 37.29932(N)    092 18 12.75915(W)     ADJUSTED  
 CQ2695* NAVD 88     -        38.5    (meters)     126.     (feet)  VERTCON   
 CQ2695  ___________________________________________________________________
 CQ2695  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CQ2695  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2695
 CQ2695  HORZ ORDER  -  SECOND
 CQ2695
 CQ2695.The horizontal coordinates were established by classical geodetic methods
 CQ2695.and adjusted by the National Geodetic Survey in January 1993..
 CQ2695
 CQ2695.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2695
 CQ2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2695
 CQ2695.The geoid height was determined by GEOID03.
 CQ2695
 CQ2695;                    North         East     Units Scale Factor Converg.
 CQ2695;SPC LA N     -   222,920.077 1,018,459.563   MT  0.99996809   +0 06 13.9
 CQ2695;SPC LA N     -   731,363.62  3,341,396.08   sFT  0.99996809   +0 06 13.9
 CQ2695;UTM  15      - 3,597,221.328   565,417.662   MT  0.99965277   +0 22 27.6
 CQ2695
 CQ2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2695!SPC LA N     -   0.99999800  x   0.99996809  =   0.99996609
 CQ2695!UTM  15      -   0.99999800  x   0.99965277  =   0.99965078
 CQ2695
 CQ2695:                Primary Azimuth Mark                     Grid Az
 CQ2695:SPC LA N     -  31 C 006                                 292 06 05.4
 CQ2695:UTM  15      -  31 C 006                                 291 49 51.7
 CQ2695
 CQ2695|---------------------------------------------------------------------|
 CQ2695| PID    Reference Object                     Distance      Geod. Az  |
 CQ2695|                                                           dddmmss.s |
 CQ2695| CQ0067 31 C 006                            APPROX. 2.6 KM 2921219.3 |
 CQ2695|---------------------------------------------------------------------|
 CQ2695
 CQ2695                          SUPERSEDED SURVEY CONTROL
 CQ2695
 CQ2695  NAD 83(1986)-  32 30 37.31272(N)    092 18 12.75099(W) AD(       ) 2
 CQ2695  NAD 27      -  32 30 36.78508(N)    092 18 12.24922(W) AD(       ) 2
 CQ2695  NGVD 29 (07/19/86)   38.6    (m)          127.     (f) VERT ANG       
 CQ2695
 CQ2695.Superseded values are not recommended for survey control.
 CQ2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2695.See file dsdata.txt to determine how the superseded data were derived.
 CQ2695
 CQ2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6541897221(NAD 83)
 CQ2695_MARKER: DD = SURVEY DISK
 CQ2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2695_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2695+STABILITY: SURFACE MOTION
 CQ2695
 CQ2695  HISTORY     - Date     Condition        Report By
 CQ2695  HISTORY     - 1966     MONUMENTED       LADH
 CQ2695  HISTORY     - 1987     GOOD             LADTD
 CQ2695  HISTORY     - 19910515 GOOD             USPSQD
 CQ2695
 CQ2695                          STATION DESCRIPTION
 CQ2695
 CQ2695'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2695'THIS STATION IS WEST ALONG INTERSTATE 20, 10.84 MILES FROM THE
 CQ2695'ST. JOHN STREET ENTRANCE RAMP ON THE WEST BOUND LANE OF INTERSTATE
 CQ2695'20 IN MONROE, LOUISIANA.  STATION IS 64.0 FEET SOUTH OF THE
 CQ2695'CENTERLINE OF THE EAST BOUND LANE ON INTERSTATE 20, 65.25 FEET
 CQ2695'NORTHWEST OF A HIGHWAY RIGHT OF WAY MARKER, 26.15 FEET NORTH
 CQ2695'OF THE SOUTH RIGHT OF WAY FENCE, AND 1.55 FEET EAST OF A METAL
 CQ2695'WITNESS POST AND SIGN.
 CQ2695'
 CQ2695'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2695'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ2695'THE GROUND.  STATION IS STAMPED 31C007.
 CQ2695'
 CQ2695'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE IN
 CQ2695'MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1 MILE
 CQ2695'TO THE ENTRANCE RAMP TO THE WEST BOUND LANE ON INTERSTATE 20,
 CQ2695'THENCE WEST ALONG INTERSTATE 20 FOR 10.84 MILES TO THE STATION
 CQ2695'SET SOUTH OF THE HIGHWAY.
 CQ2695'
 CQ2695'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2695
 CQ2695                          STATION RECOVERY (1987)
 CQ2695
 CQ2695'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2695'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2695
 CQ2695                          STATION RECOVERY (1991)
 CQ2695
 CQ2695'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2697 ***********************************************************************
 CQ2697  DESIGNATION -  31C008
 CQ2697  PID         -  CQ2697
 CQ2697  STATE/COUNTY-  LA/OUACHITA
 CQ2697  USGS QUAD   -  CALHOUN (1994)
 CQ2697
 CQ2697                         *CURRENT SURVEY CONTROL
 CQ2697  ___________________________________________________________________
 CQ2697* NAD 83(1992)-  32 30 36.16435(N)    092 17 11.10140(W)     ADJUSTED  
 CQ2697* NAVD 88     -        45.5    (meters)     149.     (feet)  VERTCON   
 CQ2697  ___________________________________________________________________
 CQ2697  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CQ2697  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ2697
 CQ2697  HORZ ORDER  -  SECOND
 CQ2697
 CQ2697.The horizontal coordinates were established by classical geodetic methods
 CQ2697.and adjusted by the National Geodetic Survey in January 1993..
 CQ2697
 CQ2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2697
 CQ2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2697
 CQ2697.The geoid height was determined by GEOID03.
 CQ2697
 CQ2697;                    North         East     Units Scale Factor Converg.
 CQ2697;SPC LA N     -   222,888.160 1,020,068.947   MT  0.99996804   +0 06 46.5
 CQ2697;SPC LA N     -   731,258.90  3,346,676.20   sFT  0.99996804   +0 06 46.5
 CQ2697;UTM  15      - 3,597,197.018   567,026.674   MT  0.99965540   +0 23 00.7
 CQ2697
 CQ2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2697!SPC LA N     -   0.99999691  x   0.99996804  =   0.99996495
 CQ2697!UTM  15      -   0.99999691  x   0.99965540  =   0.99965231
 CQ2697
 CQ2697:                Primary Azimuth Mark                     Grid Az
 CQ2697:SPC LA N     -  31C007                                   271 08 10.3
 CQ2697:UTM  15      -  31C007                                   270 51 56.1
 CQ2697
 CQ2697|---------------------------------------------------------------------|
 CQ2697| PID    Reference Object                     Distance      Geod. Az  |
 CQ2697|                                                           dddmmss.s |
 CQ2697| CQ2695 31C007                              APPROX. 1.6 KM 2711456.8 |
 CQ2697|---------------------------------------------------------------------|
 CQ2697
 CQ2697                          SUPERSEDED SURVEY CONTROL
 CQ2697
 CQ2697  NAD 83(1986)-  32 30 36.17775(N)    092 17 11.09332(W) AD(       ) 2
 CQ2697  NAD 27      -  32 30 35.65074(N)    092 17 10.59304(W) AD(       ) 2
 CQ2697  NGVD 29 (07/19/86)   45.6    (m)          150.     (f) VERT ANG       
 CQ2697
 CQ2697.Superseded values are not recommended for survey control.
 CQ2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2697.See file dsdata.txt to determine how the superseded data were derived.
 CQ2697
 CQ2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6702797197(NAD 83)
 CQ2697_MARKER: DD = SURVEY DISK
 CQ2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2697+STABILITY: SURFACE MOTION
 CQ2697
 CQ2697  HISTORY     - Date     Condition        Report By
 CQ2697  HISTORY     - 1966     MONUMENTED       LADH
 CQ2697  HISTORY     - 1987     GOOD             LADTD
 CQ2697  HISTORY     - 19910515 GOOD             USPSQD
 CQ2697
 CQ2697                          STATION DESCRIPTION
 CQ2697
 CQ2697'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2697'THIS STATION IS WEST ALONG INTERSTATE 20, 9.85 MILES FROM THE
 CQ2697'ST. JOHN STREET ENTRANCE RAMP ON INTERSTATE 20 IN MONROE,
 CQ2697'LOUISIANA, AND IS 2.0 FEET EAST OF A METAL WITNESS POST AND
 CQ2697'SIGN, 63.1 FEET SOUTH OF CENTERLINE OF THE WEST BOUND LANE
 CQ2697'OF INTERSTATE 20, 316.0 FEET EAST OF THE SOUTH END OF CROSS-DRAIN
 CQ2697'UNDER THE WEST BOUND LANE OF INTERSTATE 20, 16.0 FEET NORTH
 CQ2697'OF A LONE 10 INCH PINE TREE.  STATION IS IN THE MEDIAN OF THE
 CQ2697'HIGHWAY.
 CQ2697'
 CQ2697'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2697'CONCRETE POST PROJECT ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 CQ2697'GROUND.  STATION IS STAMPED 31C008.
 CQ2697'
 CQ2697'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE IN
 CQ2697'MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1 MILE TO
 CQ2697'THE ELEVATED RAMP LEADING TO THE WEST BOUND LANE OF INTERSTATE
 CQ2697'20, THENCE WEST ALONG INTERSTATE 20, FOR 9.85 MILES TO THE
 CQ2697'STATION SET IN THE MEDIAN.
 CQ2697'
 CQ2697'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2697
 CQ2697                          STATION RECOVERY (1987)
 CQ2697
 CQ2697'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2697'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2697
 CQ2697                          STATION RECOVERY (1991)
 CQ2697
 CQ2697'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2689 ***********************************************************************
 CQ2689  DESIGNATION -  31C009
 CQ2689  PID         -  CQ2689
 CQ2689  STATE/COUNTY-  LA/OUACHITA
 CQ2689  USGS QUAD   -  CALHOUN (1994)
 CQ2689
 CQ2689                         *CURRENT SURVEY CONTROL
 CQ2689  ___________________________________________________________________
 CQ2689* NAD 83(1992)-  32 30 37.12801(N)    092 16 10.17801(W)     ADJUSTED  
 CQ2689* NAVD 88     -        45.5    (meters)     149.     (feet)  VERTCON   
 CQ2689  ___________________________________________________________________
 CQ2689  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CQ2689  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2689
 CQ2689  HORZ ORDER  -  SECOND
 CQ2689
 CQ2689.The horizontal coordinates were established by classical geodetic methods
 CQ2689.and adjusted by the National Geodetic Survey in January 1993..
 CQ2689
 CQ2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2689
 CQ2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2689
 CQ2689.The geoid height was determined by GEOID03.
 CQ2689
 CQ2689;                    North         East     Units Scale Factor Converg.
 CQ2689;SPC LA N     -   222,921.102 1,021,659.037   MT  0.99996809   +0 07 18.7
 CQ2689;SPC LA N     -   731,366.98  3,351,893.02   sFT  0.99996809   +0 07 18.7
 CQ2689;UTM  15      - 3,597,237.459   568,616.096   MT  0.99965806   +0 23 33.5
 CQ2689
 CQ2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2689!SPC LA N     -   0.99999691  x   0.99996809  =   0.99996500
 CQ2689!UTM  15      -   0.99999691  x   0.99965806  =   0.99965497
 CQ2689
 CQ2689:                Primary Azimuth Mark                     Grid Az
 CQ2689:SPC LA N     -  31C008                                   268 48 47.7
 CQ2689:UTM  15      -  31C008                                   268 32 32.9
 CQ2689
 CQ2689|---------------------------------------------------------------------|
 CQ2689| PID    Reference Object                     Distance      Geod. Az  |
 CQ2689|                                                           dddmmss.s |
 CQ2689| CQ2697 31C008                              APPROX. 1.6 KM 2685606.4 |
 CQ2689|---------------------------------------------------------------------|
 CQ2689
 CQ2689                          SUPERSEDED SURVEY CONTROL
 CQ2689
 CQ2689  NAD 83(1986)-  32 30 37.14140(N)    092 16 10.16999(W) AD(       ) 2
 CQ2689  NAD 27      -  32 30 36.61514(N)    092 16 09.67123(W) AD(       ) 2
 CQ2689  NGVD 29 (07/19/86)   45.6    (m)          150.     (f) VERT ANG       
 CQ2689
 CQ2689.Superseded values are not recommended for survey control.
 CQ2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2689.See file dsdata.txt to determine how the superseded data were derived.
 CQ2689
 CQ2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6861697237(NAD 83)
 CQ2689_MARKER: DD = SURVEY DISK
 CQ2689_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ2689+WITH SETTING: PAVEMENT
 CQ2689_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2689
 CQ2689  HISTORY     - Date     Condition        Report By
 CQ2689  HISTORY     - 1966     MONUMENTED       LADH
 CQ2689  HISTORY     - 1987     GOOD             LADTD
 CQ2689  HISTORY     - 19910515 GOOD             USPSQD
 CQ2689
 CQ2689                          STATION DESCRIPTION
 CQ2689
 CQ2689'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2689'STATION IS SET IN THE NORTHWEST CORNER OF THE OVERPASS ON PARISH
 CQ2689'ROAD OVER INTERSTATE 20 AND IS MARKED BY STANDARD BRONZE DISK SET
 CQ2689'IN THE ROADWAY OF THE OVERPASS IN THE ABUTMENT (3.00 FEET EAST
 CQ2689'OF THE WEST CURB).  STATION IS 8.20 FEET SOUTHEAST OF A METAL
 CQ2689'WITNESS POST AND SIGN, 9.60 FEET WEST OF THE CENTERLINE OF
 CQ2689'THE PARISH ROAD AND IS STAMPED 31C009.
 CQ2689'
 CQ2689'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE IN
 CQ2689'MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1 MILE TO
 CQ2689'THE ELEVATED RAMP LEADING TO THE WEST BOUND LANE ON INTERSTATE
 CQ2689'20, THENCE WEST ALONG INTERSTATE 20 FOR 8.86 MILES TO STATION
 CQ2689'SET IN OVERPASS.
 CQ2689'
 CQ2689'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2689
 CQ2689                          STATION RECOVERY (1987)
 CQ2689
 CQ2689'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2689'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2689
 CQ2689                          STATION RECOVERY (1991)
 CQ2689
 CQ2689'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2676 ***********************************************************************
 CQ2676  DESIGNATION -  31C010
 CQ2676  PID         -  CQ2676
 CQ2676  STATE/COUNTY-  LA/OUACHITA
 CQ2676  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2676
 CQ2676                         *CURRENT SURVEY CONTROL
 CQ2676  ___________________________________________________________________
 CQ2676* NAD 83(1992)-  32 30 37.36880(N)    092 14 45.42770(W)     ADJUSTED  
 CQ2676* NAVD 88     -        45.1    (meters)     148.     (feet)  VERTCON   
 CQ2676  ___________________________________________________________________
 CQ2676  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CQ2676  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ2676
 CQ2676  HORZ ORDER  -  SECOND
 CQ2676
 CQ2676.The horizontal coordinates were established by classical geodetic methods
 CQ2676.and adjusted by the National Geodetic Survey in January 1993..
 CQ2676
 CQ2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2676
 CQ2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2676
 CQ2676.The geoid height was determined by GEOID03.
 CQ2676
 CQ2676;                    North         East     Units Scale Factor Converg.
 CQ2676;SPC LA N     -   222,933.465 1,023,871.069   MT  0.99996810   +0 08 03.5
 CQ2676;SPC LA N     -   731,407.54  3,359,150.33   sFT  0.99996810   +0 08 03.5
 CQ2676;UTM  15      - 3,597,260.272   570,827.363   MT  0.99966186   +0 24 19.0
 CQ2676
 CQ2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2676!SPC LA N     -   0.99999697  x   0.99996810  =   0.99996507
 CQ2676!UTM  15      -   0.99999697  x   0.99966186  =   0.99965883
 CQ2676
 CQ2676:                Primary Azimuth Mark                     Grid Az
 CQ2676:SPC LA N     -  31C009                                   269 40 47.7
 CQ2676:UTM  15      -  31C009                                   269 24 32.2
 CQ2676
 CQ2676|---------------------------------------------------------------------|
 CQ2676| PID    Reference Object                     Distance      Geod. Az  |
 CQ2676|                                                           dddmmss.s |
 CQ2676| CQ2689 31C009                              APPROX. 2.2 KM 2694851.2 |
 CQ2676|---------------------------------------------------------------------|
 CQ2676
 CQ2676                          SUPERSEDED SURVEY CONTROL
 CQ2676
 CQ2676  NAD 83(1986)-  32 30 37.38219(N)    092 14 45.41978(W) AD(       ) 2
 CQ2676  NAD 27      -  32 30 36.85703(N)    092 14 44.92323(W) AD(       ) 2
 CQ2676  NGVD 29 (07/19/86)   45.2    (m)          148.     (f) VERT ANG       
 CQ2676
 CQ2676.Superseded values are not recommended for survey control.
 CQ2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2676.See file dsdata.txt to determine how the superseded data were derived.
 CQ2676
 CQ2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7082797260(NAD 83)
 CQ2676_MARKER: DD = SURVEY DISK
 CQ2676_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ2676+WITH SETTING: PAVEMENT
 CQ2676_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2676
 CQ2676  HISTORY     - Date     Condition        Report By
 CQ2676  HISTORY     - 1966     MONUMENTED       LADH
 CQ2676  HISTORY     - 1987     GOOD             LADTD
 CQ2676  HISTORY     - 19910515 GOOD             USPSQD
 CQ2676
 CQ2676                          STATION DESCRIPTION
 CQ2676
 CQ2676'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2676'STATION IS SET IN THE NORTHEAST OCRNER OF THE LA HIGHWAY
 CQ2676'546 OVERPASS AND INTERCHANGE ON INTERSTATE 20, AND IS MARKED
 CQ2676'BY A STANDARD BRONZE DISK SET IN THE ROADWAY OF THE OVERPASS
 CQ2676'(3.05 FEET WEST OF THE EAST CURB).  STATION IS 8.70 FEET
 CQ2676'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  11.10 FEET EAST
 CQ2676'OF THE CENTERLINE OF LA HIGHWAY 546, AND IS STAMPED 31C010.
 CQ2676'
 CQ2676'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE
 CQ2676'IN MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR FOR
 CQ2676'0.1 MILE TO THE ELEVATED RAMP LEADING TO THE WEST BOUND
 CQ2676'LANE ON INTERSTATE 20, THENCE WEST ALONG INTERSTATE 20 FOR
 CQ2676'7.53 MILES TO THE STATION SET IN THE OVERPASS.
 CQ2676'
 CQ2676'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2676
 CQ2676                          STATION RECOVERY (1987)
 CQ2676
 CQ2676'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2676'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2676
 CQ2676                          STATION RECOVERY (1991)
 CQ2676
 CQ2676'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2680 ***********************************************************************
 CQ2680  DESIGNATION -  31C013 LADH 1966
 CQ2680  PID         -  CQ2680
 CQ2680  STATE/COUNTY-  LA/OUACHITA
 CQ2680  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2680
 CQ2680                         *CURRENT SURVEY CONTROL
 CQ2680  ___________________________________________________________________
 CQ2680* NAD 83(1992)-  32 31 29.95219(N)    092 12 02.47637(W)     ADJUSTED  
 CQ2680* NAVD 88     -        52.2    (meters)     171.     (feet)  VERTCON   
 CQ2680  ___________________________________________________________________
 CQ2680  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CQ2680  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2680
 CQ2680  HORZ ORDER  -  SECOND
 CQ2680
 CQ2680.The horizontal coordinates were established by classical geodetic methods
 CQ2680.and adjusted by the National Geodetic Survey in January 1993..
 CQ2680
 CQ2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2680
 CQ2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2680
 CQ2680.The geoid height was determined by GEOID03.
 CQ2680
 CQ2680;                    North         East     Units Scale Factor Converg.
 CQ2680;SPC LA N     -   224,564.069 1,028,119.745   MT  0.99997076   +0 09 29.7
 CQ2680;SPC LA N     -   736,757.28  3,373,089.53   sFT  0.99997076   +0 09 29.7
 CQ2680;UTM  15      - 3,598,910.470   575,066.983   MT  0.99966949   +0 25 47.2
 CQ2680
 CQ2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2680!SPC LA N     -   0.99999586  x   0.99997076  =   0.99996662
 CQ2680!UTM  15      -   0.99999586  x   0.99966949  =   0.99966535
 CQ2680
 CQ2680:                Primary Azimuth Mark                     Grid Az
 CQ2680:SPC LA N     -  31 C 012                                 179 21 54.8
 CQ2680:UTM  15      -  31 C 012                                 179 05 37.3
 CQ2680
 CQ2680|---------------------------------------------------------------------|
 CQ2680| PID    Reference Object                     Distance      Geod. Az  |
 CQ2680|                                                           dddmmss.s |
 CQ2680| CQ2673 31 C 012                            APPROX. 1.5 KM 1793124.5 |
 CQ2680|---------------------------------------------------------------------|
 CQ2680
 CQ2680                          SUPERSEDED SURVEY CONTROL
 CQ2680
 CQ2680  NAD 83(1986)-  32 31 29.96550(N)    092 12 02.46860(W) AD(       ) 2
 CQ2680  NAD 27      -  32 31 29.44392(N)    092 12 01.97725(W) AD(       ) 2
 CQ2680  NGVD 29 (07/19/86)   52.3    (m)          172.     (f) VERT ANG       
 CQ2680
 CQ2680.Superseded values are not recommended for survey control.
 CQ2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2680.See file dsdata.txt to determine how the superseded data were derived.
 CQ2680
 CQ2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7506798910(NAD 83)
 CQ2680_MARKER: DD = SURVEY DISK
 CQ2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2680+STABILITY: SURFACE MOTION
 CQ2680
 CQ2680  HISTORY     - Date     Condition        Report By
 CQ2680  HISTORY     - 1966     MONUMENTED       LADH
 CQ2680  HISTORY     - 19910515 MARK NOT FOUND   USPSQD
 CQ2680
 CQ2680                          STATION DESCRIPTION
 CQ2680
 CQ2680'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2680'THIS STATION IS LOCATED NORTHWEST OF WEST MONROE, LOUISIANA,
 CQ2680'ON LAND OWNED BY MRS. E.C. GASKIN, ON AVANT ROAD, 47.4 FEET,
 CQ2680'WEST OF CENTERLINE OF DIRT ROAD LEADING NORTH TO MRS. GASKINS
 CQ2680'RESIDENCE, 65.6 FEET NORTHWEST OF NORTHWEST CORNER OF CATTLE
 CQ2680'GUARD, 31.5 FEET EAST OF NORTH-SOUTH FENCE, 65.3 FEET NORTHEAST
 CQ2680'OF FENCE CORNER, 68.5 FEET NORTH OF NORTHEAST CORNER OF
 CQ2680'ABANDONED HOUSE, AND 200 FEET NORTH OF FIRST CURVE IN AVANT
 CQ2680'ROAD.
 CQ2680'
 CQ2680'STATION IS STANDARD BRONZE DISK SET IN ROUND CONCRETE POST
 CQ2680'EVEN WITH SURFACE OF GROUND.  STATION IS STAMPED 31C013.
 CQ2680'
 CQ2680'TO REACH THIS STATION FROM THE WELLS ROAD INTERCHANGE ON
 CQ2680'INTERSTATE 20, FOLLOW WELLS ROAD NORTH FOR 0.25 MILE TO
 CQ2680'THE INTERSECTION WITH U.S. HIGHWAY 80, THENCE WEST ALONG U.S.
 CQ2680'HIGHWAY 80 FOR 0.42 MILE TO INTERSECTION WITH AVANT ROAD
 CQ2680'LEADING NORTH, THENCE NORTH ALONG AVANT ROAD FOR 0.69 MILE
 CQ2680'TO STATION SET JUST INSIDE PASTURE WEST OF DIRT ROAD.
 CQ2680'
 CQ2680'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2680
 CQ2680                          STATION RECOVERY (1991)
 CQ2680
 CQ2680'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2679 ***********************************************************************
 CQ2679  DESIGNATION -  31C014 LADH 1966
 CQ2679  PID         -  CQ2679
 CQ2679  STATE/COUNTY-  LA/OUACHITA
 CQ2679  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2679
 CQ2679                         *CURRENT SURVEY CONTROL
 CQ2679  ___________________________________________________________________
 CQ2679* NAD 83(1992)-  32 31 54.37344(N)    092 12 27.85265(W)     ADJUSTED  
 CQ2679* NAVD 88     -        54.3    (meters)     178.     (feet)  VERTCON   
 CQ2679  ___________________________________________________________________
 CQ2679  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CQ2679  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2679
 CQ2679  HORZ ORDER  -  SECOND
 CQ2679
 CQ2679.The horizontal coordinates were established by classical geodetic methods
 CQ2679.and adjusted by the National Geodetic Survey in January 1993..
 CQ2679
 CQ2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2679
 CQ2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2679
 CQ2679.The geoid height was determined by GEOID03.
 CQ2679
 CQ2679;                    North         East     Units Scale Factor Converg.
 CQ2679;SPC LA N     -   225,314.520 1,027,455.482   MT  0.99997202   +0 09 16.3
 CQ2679;SPC LA N     -   739,219.39  3,370,910.19   sFT  0.99997202   +0 09 16.3
 CQ2679;UTM  15      - 3,599,657.539   574,399.373   MT  0.99966825   +0 25 33.9
 CQ2679
 CQ2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2679!SPC LA N     -   0.99999553  x   0.99997202  =   0.99996755
 CQ2679!UTM  15      -   0.99999553  x   0.99966825  =   0.99966379
 CQ2679
 CQ2679:                Primary Azimuth Mark                     Grid Az
 CQ2679:SPC LA N     -  31C013 LADH 1966                         138 29 10.7
 CQ2679:UTM  15      -  31C013 LADH 1966                         138 12 53.1
 CQ2679
 CQ2679|---------------------------------------------------------------------|
 CQ2679| PID    Reference Object                     Distance      Geod. Az  |
 CQ2679|                                                           dddmmss.s |
 CQ2679| CQ2680 31C013 LADH 1966                    APPROX. 1.0 KM 1383827.0 |
 CQ2679|---------------------------------------------------------------------|
 CQ2679
 CQ2679                          SUPERSEDED SURVEY CONTROL
 CQ2679
 CQ2679  NAD 83(1986)-  32 31 54.38670(N)    092 12 27.84479(W) AD(       ) 2
 CQ2679  NAD 27      -  32 31 53.86529(N)    092 12 27.35307(W) AD(       ) 2
 CQ2679  NGVD 29 (07/19/86)   54.4    (m)          178.     (f) VERT ANG       
 CQ2679
 CQ2679.Superseded values are not recommended for survey control.
 CQ2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2679.See file dsdata.txt to determine how the superseded data were derived.
 CQ2679
 CQ2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7439999658(NAD 83)
 CQ2679_MARKER: DD = SURVEY DISK
 CQ2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2679+STABILITY: SURFACE MOTION
 CQ2679
 CQ2679  HISTORY     - Date     Condition        Report By
 CQ2679  HISTORY     - 1966     MONUMENTED       LADH
 CQ2679  HISTORY     - 19910515 MARK NOT FOUND   USPSQD
 CQ2679
 CQ2679                          STATION DESCRIPTION
 CQ2679
 CQ2679'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2679'STATION IS LOCATED NORTHWEST OF WEST MONROE ON LAND OWNED
 CQ2679'BY MRS. AVANT BORDERING AVANT ROAD.  STATION IS 513.5 FEET
 CQ2679'EAST OF CENTERLINE OF AVANT ROAD ALONG THE AVANT NORTH PROPERTY
 CQ2679'LINE, 55.6 FEET SOUTH OF SAID PROPERTY LINE, 8.60 FEET SOUTHWEST
 CQ2679'OF METAL WITNESS POST AND SIGN, 72.6 FEET EAST OF WEST RIGHT
 CQ2679'OF WAY OF GAS LINE, 100.0 FEET WEST OF EAST RIGHT OF WAY OF GAS
 CQ2679'LINE, AND 55.0 FEET INTO AVANT PROPERTY WHERE GAS LINE ENTERS
 CQ2679'FROM THE NORTH.
 CQ2679'
 CQ2679'STATION IS STANDARD BRONZE DISK SET IN A ROUND CONCRETE
 CQ2679'POST ABOUT 2 INCHES BELOW SURFACE OF THE GROUND.  STATION
 CQ2679'IS STAMPED 31C014.
 CQ2679'
 CQ2679'TO REACH THIS STATION FROM THE WELLS ROAD INTERCHANGE ON
 CQ2679'INTERSTATE 20, FOLLOW WELLS ROAD NORTH FOR 0.25 MILE TO
 CQ2679'INTERSECTION WITH U.S. HIGHWAY 80, THENCE WEST ALONG U.S.
 CQ2679'80 FOR 0.42 MILE TO INTERSECTION WITH AVANT ROAD, THENCE
 CQ2679'NORTH ALONG AVANT ROAD FOR 0.69 MILE TO CURVE TO WEST, THENCE
 CQ2679'WEST ALONG SAME ROAD FOR 0.53 MILE TO STATION SET NORTHEAST
 CQ2679'OF ROAD IN GAS LINE RIGHT OF WAY.
 CQ2679'
 CQ2679'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2679
 CQ2679                          STATION RECOVERY (1991)
 CQ2679
 CQ2679'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2690 ***********************************************************************
 CQ2690  DESIGNATION -  31C015 LADH 1966
 CQ2690  PID         -  CQ2690
 CQ2690  STATE/COUNTY-  LA/OUACHITA
 CQ2690  USGS QUAD   -  CALHOUN (1994)
 CQ2690
 CQ2690                         *CURRENT SURVEY CONTROL
 CQ2690  ___________________________________________________________________
 CQ2690* NAD 83(1992)-  32 31 04.32176(N)    092 19 31.64046(W)     ADJUSTED  
 CQ2690* NAVD 88     -        40.9    (meters)     134.     (feet)  VERTCON   
 CQ2690  ___________________________________________________________________
 CQ2690  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CQ2690  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2690
 CQ2690  HORZ ORDER  -  SECOND
 CQ2690
 CQ2690.The horizontal coordinates were established by classical geodetic methods
 CQ2690.and adjusted by the National Geodetic Survey in January 1993..
 CQ2690
 CQ2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2690
 CQ2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2690
 CQ2690.The geoid height was determined by GEOID03.
 CQ2690
 CQ2690;                    North         East     Units Scale Factor Converg.
 CQ2690;SPC LA N     -   223,748.935 1,016,399.357   MT  0.99996946   +0 05 32.2
 CQ2690;SPC LA N     -   734,082.96  3,334,636.89   sFT  0.99996946   +0 05 32.2
 CQ2690;UTM  15      - 3,598,040.194   563,354.224   MT  0.99964949   +0 21 45.4
 CQ2690
 CQ2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2690!SPC LA N     -   0.99999763  x   0.99996946  =   0.99996709
 CQ2690!UTM  15      -   0.99999763  x   0.99964949  =   0.99964712
 CQ2690
 CQ2690|---------------------------------------------------------------------|
 CQ2690| PID    Reference Object                     Distance      Geod. Az  |
 CQ2690|                                                           dddmmss.s |
 CQ2690| CQ0067 31 C 006                            395.789 METERS 29314     |
 CQ2690|---------------------------------------------------------------------|
 CQ2690
 CQ2690                          SUPERSEDED SURVEY CONTROL
 CQ2690
 CQ2690  NAD 83(1986)-  32 31 04.33517(N)    092 19 31.63223(W) AD(       ) 2
 CQ2690  NAD 27      -  32 31 03.80658(N)    092 19 31.12810(W) AD(       ) 2
 CQ2690  NGVD 29 (07/19/86)   41.0    (m)          135.     (f) VERT ANG       
 CQ2690
 CQ2690.Superseded values are not recommended for survey control.
 CQ2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2690.See file dsdata.txt to determine how the superseded data were derived.
 CQ2690
 CQ2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6335498040(NAD 83)
 CQ2690_MARKER: DD = SURVEY DISK
 CQ2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2690+STABILITY: SURFACE MOTION
 CQ2690
 CQ2690  HISTORY     - Date     Condition        Report By
 CQ2690  HISTORY     - 1966     MONUMENTED       LADH
 CQ2690  HISTORY     - 19910515 GOOD             USPSQD
 CQ2690
 CQ2690                          STATION DESCRIPTION
 CQ2690
 CQ2690'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2690'THIS STATION IS SET 0.4 MILE EAST OF THE U.S. HIGHWAY 80
 CQ2690'INTERCHANGE ON INTERSTATE 20.  STATION IS SET ON SHOULDER OF
 CQ2690'WEST BOUND LANE OF INTERSTATE 20, 35.80 FEET NORTH OF CENTERLINE
 CQ2690'OF THE WEST BOUND LANE OF INTERSTATE 20, 74.00 FEET SOUTH OF
 CQ2690'A POWER POLE IN RIGHT OF WAY FENCE, 86.50 FEET SOUTHWEST OF
 CQ2690'THE CORNER OF FENCE RUNNING NORTH FROM RIGHT OF WAY FENCE,
 CQ2690'231.90 FEET EAST OF POINT IN ISLAND ON EXIT FROM THE WEST BOUND
 CQ2690'LANE OF INTERSTATE 20 TO THE U.S. HIGHWAY 80 INTERCHANGE.
 CQ2690'
 CQ2690'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2690'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 CQ2690'GROUND.
 CQ2690'
 CQ2690'TO REACH THIS STATION FROM THE INTERSECTION OF LA HIGHWAY 151
 CQ2690'AND U.S. HIGHWAY 80 IN CALHOUN, LOUISIANA, FOLLOW U.S. HIGHWAY
 CQ2690'80 EAST FOR 2.00 MILES TO THE INTERCHANGE ON INTERSTATE 20,
 CQ2690'THENCE EAST ALONG INTERSTATE 20 FOR 0.4 MILE TO STATION NORTH
 CQ2690'OF HIGHWAY IN SHOULDER.
 CQ2690'
 CQ2690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2690
 CQ2690                          STATION RECOVERY (1991)
 CQ2690
 CQ2690'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2696 ***********************************************************************
 CQ2696  DESIGNATION -  31C016 LADH 1966
 CQ2696  PID         -  CQ2696
 CQ2696  STATE/COUNTY-  LA/OUACHITA
 CQ2696  USGS QUAD   -  CALHOUN (1994)
 CQ2696
 CQ2696                         *CURRENT SURVEY CONTROL
 CQ2696  ___________________________________________________________________
 CQ2696* NAD 83(1992)-  32 31 41.33937(N)    092 19 30.95108(W)     ADJUSTED  
 CQ2696* NAVD 88     -        63.6    (meters)     209.     (feet)  VERTCON   
 CQ2696  ___________________________________________________________________
 CQ2696  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CQ2696  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2696
 CQ2696  HORZ ORDER  -  SECOND
 CQ2696
 CQ2696.The horizontal coordinates were established by classical geodetic methods
 CQ2696.and adjusted by the National Geodetic Survey in January 1993..
 CQ2696
 CQ2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2696
 CQ2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2696
 CQ2696.The geoid height was determined by GEOID03.
 CQ2696
 CQ2696;                    North         East     Units Scale Factor Converg.
 CQ2696;SPC LA N     -   224,889.236 1,016,415.511   MT  0.99997135   +0 05 32.6
 CQ2696;SPC LA N     -   737,824.10  3,334,689.89   sFT  0.99997135   +0 05 32.6
 CQ2696;UTM  15      - 3,599,180.193   563,364.992   MT  0.99964951   +0 21 46.2
 CQ2696
 CQ2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2696!SPC LA N     -   0.99999406  x   0.99997135  =   0.99996541
 CQ2696!UTM  15      -   0.99999406  x   0.99964951  =   0.99964358
 CQ2696
 CQ2696:                Primary Azimuth Mark                     Grid Az
 CQ2696:SPC LA N     -  31C015 LADH 1966                         180 48 41.7
 CQ2696:UTM  15      -  31C015 LADH 1966                         180 32 28.1
 CQ2696
 CQ2696|---------------------------------------------------------------------|
 CQ2696| PID    Reference Object                     Distance      Geod. Az  |
 CQ2696|                                                           dddmmss.s |
 CQ2696| CQ2690 31C015 LADH 1966                    APPROX. 1.1 KM 1805414.3 |
 CQ2696|---------------------------------------------------------------------|
 CQ2696
 CQ2696                          SUPERSEDED SURVEY CONTROL
 CQ2696
 CQ2696  NAD 83(1986)-  32 31 41.35268(N)    092 19 30.94282(W) AD(       ) 2
 CQ2696  NAD 27      -  32 31 40.82588(N)    092 19 30.43936(W) AD(       ) 2
 CQ2696  NGVD 29 (07/19/86)   63.7    (m)          209.     (f) VERT ANG       
 CQ2696
 CQ2696.Superseded values are not recommended for survey control.
 CQ2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2696.See file dsdata.txt to determine how the superseded data were derived.
 CQ2696
 CQ2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6336599180(NAD 83)
 CQ2696_MARKER: DD = SURVEY DISK
 CQ2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2696+STABILITY: SURFACE MOTION
 CQ2696
 CQ2696  HISTORY     - Date     Condition        Report By
 CQ2696  HISTORY     - 1966     MONUMENTED       LADH
 CQ2696  HISTORY     - 19910515 GOOD             USPSQD
 CQ2696
 CQ2696                          STATION DESCRIPTION
 CQ2696
 CQ2696'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2696'THIS STATION IS NORTH ALONG BROWNLEE ROAD, 0.57 MILE FROM
 CQ2696'U.S. HIGHWAY 80.  STATION IS 22.00 FEET EAST OF THE CENTERLINE
 CQ2696'OF BROWNLEE ROAD, 22.50 FEET SOUTH OF CROSS FENCE TIE ON EAST
 CQ2696'FENCE, 45.70 FEET EAST OF WEST FENCE ALONG ROAD RUNNING NORTH
 CQ2696'AND SOUTH.  STATION IS SET ON EAST SHOULDER IN FENCE.
 CQ2696'
 CQ2696'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2696'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF
 CQ2696'THE GROUND.  STATION IS STAMPED 31C016.
 CQ2696'
 CQ2696'TO REACH THIS STATION FROM THE ST. JOHN STREET ENTRANCE ON
 CQ2696'INTERSTATE 20 IN MONROE, LOUISIANA, GO WEST ALONG INTERSTATE
 CQ2696'20 FOR 13.3 MILES TO THE U.S. HIGHWAY 80 INTERCHANGE, THENCE
 CQ2696'EAST ALONG U.S. 80 FOR 0.2 MILE TO BROWNLEE ROAD, THENCE NORTH
 CQ2696'ALONG BROWNLEE ROAD FOR 0.57 MILE TO STATION SET EAST OF ROAD.
 CQ2696'
 CQ2696'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2696
 CQ2696                          STATION RECOVERY (1991)
 CQ2696
 CQ2696'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2693 ***********************************************************************
 CQ2693  DESIGNATION -  31C017 LADH 1966
 CQ2693  PID         -  CQ2693
 CQ2693  STATE/COUNTY-  LA/OUACHITA
 CQ2693  USGS QUAD   -  CALHOUN (1994)
 CQ2693
 CQ2693                         *CURRENT SURVEY CONTROL
 CQ2693  ___________________________________________________________________
 CQ2693* NAD 83(1992)-  32 32 21.91968(N)    092 18 29.23026(W)     ADJUSTED  
 CQ2693* NAVD 88     -        73.6    (meters)     241.     (feet)  VERTCON   
 CQ2693  ___________________________________________________________________
 CQ2693  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CQ2693  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ2693
 CQ2693  HORZ ORDER  -  SECOND
 CQ2693
 CQ2693.The horizontal coordinates were established by classical geodetic methods
 CQ2693.and adjusted by the National Geodetic Survey in January 1993..
 CQ2693
 CQ2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2693
 CQ2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2693
 CQ2693.The geoid height was determined by GEOID03.
 CQ2693
 CQ2693;                    North         East     Units Scale Factor Converg.
 CQ2693;SPC LA N     -   226,141.980 1,018,023.948   MT  0.99997346   +0 06 05.2
 CQ2693;SPC LA N     -   741,934.15  3,339,966.90   sFT  0.99997346   +0 06 05.2
 CQ2693;UTM  15      - 3,600,440.113   564,966.980   MT  0.99965204   +0 22 19.8
 CQ2693
 CQ2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2693!SPC LA N     -   0.99999250  x   0.99997346  =   0.99996596
 CQ2693!UTM  15      -   0.99999250  x   0.99965204  =   0.99964454
 CQ2693
 CQ2693:                Primary Azimuth Mark                     Grid Az
 CQ2693:SPC LA N     -  31C016 LADH 1966                         232 05 11.6
 CQ2693:UTM  15      -  31C016 LADH 1966                         231 48 57.0
 CQ2693
 CQ2693|---------------------------------------------------------------------|
 CQ2693| PID    Reference Object                     Distance      Geod. Az  |
 CQ2693|                                                           dddmmss.s |
 CQ2693| CQ2696 31C016 LADH 1966                    APPROX. 2.0 KM 2321116.8 |
 CQ2693|---------------------------------------------------------------------|
 CQ2693
 CQ2693                          SUPERSEDED SURVEY CONTROL
 CQ2693
 CQ2693  NAD 83(1986)-  32 32 21.93285(N)    092 18 29.22204(W) AD(       ) 2
 CQ2693  NAD 27      -  32 32 21.40756(N)    092 18 28.72041(W) AD(       ) 2
 CQ2693  NGVD 29 (07/19/86)   73.7    (m)          242.     (f) VERT ANG       
 CQ2693
 CQ2693.Superseded values are not recommended for survey control.
 CQ2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2693.See file dsdata.txt to determine how the superseded data were derived.
 CQ2693
 CQ2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6496700440(NAD 83)
 CQ2693_MARKER: DD = SURVEY DISK
 CQ2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2693+STABILITY: SURFACE MOTION
 CQ2693
 CQ2693  HISTORY     - Date     Condition        Report By
 CQ2693  HISTORY     - 1966     MONUMENTED       LADH
 CQ2693  HISTORY     - 19910515 MARK NOT FOUND   USPSQD
 CQ2693
 CQ2693                          STATION DESCRIPTION
 CQ2693
 CQ2693'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2693'THIS STATION IS LOCATED ABOUT 2.5 MILES NORTH OF U.S. HIGHWAY
 CQ2693'80 ON ROLLEIGH RUSSELL ROAD IN FRONT OF A BRICK RESIDENCE.
 CQ2693'STATION IS 33.00 FEET EAST OF THE CENTER OF SAID ROAD, 56.50
 CQ2693'FEET SOUTH OF A 20 INCH OAK TREE, 149.60 FEET NORTHWEST OF
 CQ2693'THE NORTHWEST CORNER OF A BRICK RESIDENCE, AND 6.80 FEET
 CQ2693'NORTHWEST OF A 6 INCH PINE TREE.
 CQ2693'
 CQ2693'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2693'CONCRETE POST ABOUT EVEN WITH THE SURFACE OF THE GROUND.
 CQ2693'STATION IS STAMPED 31C017.
 CQ2693'
 CQ2693'TO REACH THIS STATION FROM THE ST. JOHN STREET ENTRANCE ON
 CQ2693'INTERSTATE 20 IN MONROE, LOUISIANA, GO WEST ALONG INTERSTATE 20
 CQ2693'FOR 13.3 MILES TO THE U.S. HIGHWAY 80 INTERCHANGE, THENCE 0.2
 CQ2693'MILE EAST ALONG U.S. 80 TO BROWNLEE ROAD, THENCE NORTH ALONG
 CQ2693'BROWNLEE ROAD FOR 2.34 MILES TO THE INTERSECTION WITH ROLLEIGH
 CQ2693'RUSSELL ROAD, THENCE SOUTH ALONG ROLLEIGH RUSSELL ROAD FOR 0.2
 CQ2693'MILE TO STATION SET EAST OF ROAD IN FRONT OF BRICK RESIDENCE.
 CQ2693'
 CQ2693'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2693
 CQ2693                          STATION RECOVERY (1991)
 CQ2693
 CQ2693'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4070 ***********************************************************************
 BJ4070  DESIGNATION -  32 87
 BJ4070  PID         -  BJ4070
 BJ4070  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4070  USGS QUAD   -  ZACHARY (1980)
 BJ4070
 BJ4070                         *CURRENT SURVEY CONTROL
 BJ4070  ___________________________________________________________________
 BJ4070* NAD 83(1986)-  30 38 56.     (N)    091 11 39.     (W)     SCALED    
 BJ4070* NAVD 88     -        29.589  (meters)      97.08   (feet)  ADJUSTED  
 BJ4070  ___________________________________________________________________
 BJ4070  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4070  DYNAMIC HT  -          29.550 (meters)      96.95  (feet)  COMP
 BJ4070  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ4070
 BJ4070  VERT ORDER  -  SECOND    CLASS II
 BJ4070
 BJ4070.The horizontal coordinates were scaled from a topographic map and have
 BJ4070.an estimated accuracy of +/- 6 seconds.
 BJ4070
 BJ4070.The orthometric height was determined by differential leveling
 BJ4070.and adjusted by the National Geodetic Survey in February 1994..
 BJ4070
 BJ4070.The geoid height was determined by GEOID03.
 BJ4070
 BJ4070.The dynamic height is computed by dividing the NAVD 88
 BJ4070.geopotential number by the normal gravity value computed on the
 BJ4070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4070.degrees latitude (g = 980.6199 gals.).
 BJ4070
 BJ4070.The modeled gravity was interpolated from observed gravity values.
 BJ4070
 BJ4070;                    North         East    Units  Estimated Accuracy
 BJ4070;SPC LA S     -   238,210.    1,013,340.      MT  (+/- 180 meters Scaled)
 BJ4070
 BJ4070                          SUPERSEDED SURVEY CONTROL
 BJ4070
 BJ4070.No superseded survey control is available for this station.
 BJ4070
 BJ4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP730920(NAD 83)
 BJ4070_MARKER: DB = BENCH MARK DISK
 BJ4070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4070_SP_SET: CONCRETE POST
 BJ4070_STAMPING: 32-87 1987
 BJ4070_MARK LOGO: LA-033
 BJ4070_PROJECTION: FLUSH
 BJ4070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4070+STABILITY: SURFACE MOTION
 BJ4070
 BJ4070  HISTORY     - Date     Condition        Report By
 BJ4070  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4070
 BJ4070                          STATION DESCRIPTION
 BJ4070
 BJ4070'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4070'3.5 KM (2.2 MI) WSW FROM ZACHARY.
 BJ4070'FROM THE INTERSECTION OF STATE HIGHWAY 64 AND 964 ABOUT 3.9 KM (2.4
 BJ4070'MI) WEST OF ZACHARY, GO SOUTH ON HIGHWAY 964 FOR 0.6 KM (0.35 MI) TO
 BJ4070'THE SEVENTH DAY ADVENTIST CHURCH ON THE RIGHT, 8.8 METERS (29 FT)
 BJ4070'WEST OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28 FT) NORTH OF A
 BJ4070'GRAVELED ROAD LEADING WEST TO THE CHURCH BUILDING, 4.9 METERS (16 FT)
 BJ4070'NORTHWEST OF THE NORTH END OF A METAL CULVERT UNDER THE GRAVELED ROAD
 BJ4070'AND 0.6 METERS (2 FT) EAST OF A CORNER FENCE POST.
 BJ4070'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4070'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3781 ***********************************************************************
 BJ3781  DESIGNATION -  32 A 001
 BJ3781  PID         -  BJ3781
 BJ3781  STATE/COUNTY-  LA/LIVINGSTON
 BJ3781  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3781
 BJ3781                         *CURRENT SURVEY CONTROL
 BJ3781  ___________________________________________________________________
 BJ3781* NAD 83(1992)-  30 27 25.31085(N)    090 56 47.82339(W)     ADJUSTED  
 BJ3781* NAVD 88     -        18.60   (+/-2cm)      61.0    (feet)  VERTCON   
 BJ3781  ___________________________________________________________________
 BJ3781  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ3781  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3781
 BJ3781  HORZ ORDER  -  SECOND
 BJ3781  VERT ORDER  -  THIRD (See Below)
 BJ3781
 BJ3781.The horizontal coordinates were established by classical geodetic methods
 BJ3781.and adjusted by the National Geodetic Survey in January 1993..
 BJ3781
 BJ3781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3781.The vertical order pertains to the NGVD 29 superseded value.
 BJ3781
 BJ3781.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3781
 BJ3781.The geoid height was determined by GEOID03.
 BJ3781
 BJ3781;                    North         East     Units Scale Factor Converg.
 BJ3781;SPC LA S     -   216,990.597 1,037,138.947   MT  0.99995733   +0 11 36.1
 BJ3781;SPC LA S     -   711,909.98  3,402,680.03   sFT  0.99995733   +0 11 36.1
 BJ3781;UTM  15      - 3,371,221.049   697,150.883   MT  1.00007952   +1 02 28.2
 BJ3781
 BJ3781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3781!SPC LA S     -   1.00000133  x   0.99995733  =   0.99995866
 BJ3781!UTM  15      -   1.00000133  x   1.00007952  =   1.00008085
 BJ3781
 BJ3781:                Primary Azimuth Mark                     Grid Az
 BJ3781:SPC LA S     -  DENHAM AZ MK                             255 05 38.3
 BJ3781:UTM  15      -  DENHAM AZ MK                             254 14 46.2
 BJ3781
 BJ3781|---------------------------------------------------------------------|
 BJ3781| PID    Reference Object                     Distance      Geod. Az  |
 BJ3781|                                                           dddmmss.s |
 BJ3781| BJ3777 DENHAM AZ MK                        APPROX. 0.9 KM 2551714.4 |
 BJ3781| BJ3779 DENHAM                              412.181 METERS 2670456.0 |
 BJ3781|---------------------------------------------------------------------|
 BJ3781
 BJ3781                          SUPERSEDED SURVEY CONTROL
 BJ3781
 BJ3781  NAD 83(1986)-  30 27 25.32835(N)    090 56 47.82134(W) AD(       ) 2
 BJ3781  NAD 27      -  30 27 24.64297(N)    090 56 47.45831(W) AD(       ) 2
 BJ3781  NGVD 29 (11/02/92)   18.63   (m)           61.1    (f) LEVELING    3  
 BJ3781
 BJ3781.Superseded values are not recommended for survey control.
 BJ3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3781.See file dsdata.txt to determine how the superseded data were derived.
 BJ3781
 BJ3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9715171221(NAD 83)
 BJ3781_MARKER: DE = TRAVERSE STATION DISK
 BJ3781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3781_SP_SET: CONCRETE POST
 BJ3781_STAMPING: 32A001 1973
 BJ3781_MARK LOGO: LADH  
 BJ3781_PROJECTION: FLUSH
 BJ3781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3781+STABILITY: SURFACE MOTION
 BJ3781
 BJ3781  HISTORY     - Date     Condition        Report By
 BJ3781  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3781  HISTORY     - 1983     GOOD             LADTD
 BJ3781
 BJ3781                          STATION DESCRIPTION
 BJ3781
 BJ3781'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3781'THE STATION IS LOCATED 1 MILE SOUTH OF DENHAM SPRINGS, 5 MILES
 BJ3781'SOUTHWEST OF WALKER, AND 10 MILES NORTHWEST OF PORT VINCENT, IN
 BJ3781'THE NORTHEAST QUARTER OF SECTION 38, T7S, R3E, AND ON THE
 BJ3781'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3781'
 BJ3781'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3781'STATE HIGHWAY 3002 IN SOUTH DENHAM SPRINGS, GO EAST ALONG
 BJ3781'INTERSTATE 12 FOR 0.5 MILE TO AN OVERPASS ON STATE HIGHWAY 16
 BJ3781'AND THE STATION NEAR THE SOUTHEAST CORNER OF THE OVERPASS.
 BJ3781'
 BJ3781'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3781'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3781'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3781'THE GROUND.  IT IS STAMPED 32A001 1973.  IT IS 100 FEET SOUTH
 BJ3781'OF THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, 21 FEET
 BJ3781'EAST OF THE CENTER OF STATE HIGHWAY 16, 17 FEET SOUTHEAST OF
 BJ3781'THE SOUTHEAST CORNER OF AN OVERPASS, 16 FEET SOUTH OF A METAL
 BJ3781'WITNESS POST AND SIGN, AND 6 FEET EAST OF A METAL GUARD RAIL.
 BJ3781'
 BJ3781'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3781
 BJ3781                          STATION RECOVERY (1983)
 BJ3781
 BJ3781'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3781'1.6 KM (1 MI) SOUTH FROM DENHAM SPRINGS.
 BJ3781'ABOUT 0.8 KM (0.5 MILE) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3781'STATE HIGHWAY 3002 IN SOUTH DENHAM SPRINGS TO AN OVERPASS ON STATE
 BJ3781'HIGHWAY 16 WITH THE MARK SET NEAR THE SOUTHEAST CORNER OF OVERPASS,
 BJ3781'30 METERS (100 FEET) SOUTH OF THE CENTER OF THE EASTBOUND LANE ON
 BJ3781'INTERSTATE 12, 6.4 METERS (21 FEET) EAST OF THE CENTER OF HIGHWAY 16,
 BJ3781'5.2 METERS (17 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF OVERPASS,
 BJ3781'1.8 METERS (6 FEET) EAST OF A METAL GUARDRAIL.
 BJ3781'THE MARK IS 4.88 METERS  S FROM A WITNESS POST.
 BJ3781'THE MARK IS 0.30 M BELOW HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3782 ***********************************************************************
 BJ3782  DESIGNATION -  32 A 002
 BJ3782  PID         -  BJ3782
 BJ3782  STATE/COUNTY-  LA/LIVINGSTON
 BJ3782  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3782
 BJ3782                         *CURRENT SURVEY CONTROL
 BJ3782  ___________________________________________________________________
 BJ3782* NAD 83(1992)-  30 27 38.33912(N)    090 56 01.62528(W)     ADJUSTED  
 BJ3782* NAVD 88     -        11.8    (meters)      39.     (feet)  VERTCON   
 BJ3782  ___________________________________________________________________
 BJ3782  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ3782  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3782
 BJ3782  HORZ ORDER  -  SECOND
 BJ3782
 BJ3782.The horizontal coordinates were established by classical geodetic methods
 BJ3782.and adjusted by the National Geodetic Survey in January 1993..
 BJ3782
 BJ3782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3782
 BJ3782.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3782
 BJ3782.The geoid height was determined by GEOID03.
 BJ3782
 BJ3782;                    North         East     Units Scale Factor Converg.
 BJ3782;SPC LA S     -   217,396.004 1,038,369.966   MT  0.99995783   +0 11 59.2
 BJ3782;SPC LA S     -   713,240.06  3,406,718.80   sFT  0.99995783   +0 11 59.2
 BJ3782;UTM  15      - 3,371,644.682   698,375.921   MT  1.00008550   +1 02 52.1
 BJ3782
 BJ3782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3782!SPC LA S     -   1.00000240  x   0.99995783  =   0.99996023
 BJ3782!UTM  15      -   1.00000240  x   1.00008550  =   1.00008791
 BJ3782
 BJ3782:                Primary Azimuth Mark                     Grid Az
 BJ3782:SPC LA S     -  COYEL                                    073 35 20.4
 BJ3782:UTM  15      -  COYEL                                    072 44 27.5
 BJ3782
 BJ3782|---------------------------------------------------------------------|
 BJ3782| PID    Reference Object                     Distance      Geod. Az  |
 BJ3782|                                                           dddmmss.s |
 BJ3782| BJ3784 COYEL                               APPROX. 1.8 KM 0734719.6 |
 BJ3782|---------------------------------------------------------------------|
 BJ3782
 BJ3782                          SUPERSEDED SURVEY CONTROL
 BJ3782
 BJ3782  NAD 83(1986)-  30 27 38.35661(N)    090 56 01.62316(W) AD(       ) 2
 BJ3782  NAD 27      -  30 27 37.67159(N)    090 56 01.26111(W) AD(       ) 2
 BJ3782  NGVD 29 (07/19/86)   11.8    (m)           39.     (f) VERT ANG       
 BJ3782
 BJ3782.Superseded values are not recommended for survey control.
 BJ3782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3782.See file dsdata.txt to determine how the superseded data were derived.
 BJ3782
 BJ3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9837671645(NAD 83)
 BJ3782_MARKER: DE = TRAVERSE STATION DISK
 BJ3782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3782_SP_SET: CONCRETE POST
 BJ3782_STAMPING: 32A002 1973
 BJ3782_MARK LOGO: LADH  
 BJ3782_PROJECTION: FLUSH
 BJ3782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3782+STABILITY: SURFACE MOTION
 BJ3782
 BJ3782  HISTORY     - Date     Condition        Report By
 BJ3782  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3782  HISTORY     - 1983     GOOD             LADTD
 BJ3782
 BJ3782                          STATION DESCRIPTION
 BJ3782
 BJ3782'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3782'THE STATION IS LOCATED 2 MILES SOUTHEAST OF DENHAM SPRINGS, 4
 BJ3782'MILES SOUTHWEST OF WALKER, AND 10 MILES NORTHWEST OF PORT
 BJ3782'VINCENT, IN THE SOUTHWEST QUARTER OF SECTION 37, T7S, R3E, AND
 BJ3782'ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3782'
 BJ3782'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3782'STATE HIGHWAY 3002 IN SOUTH DENHAM SPRINGS, GO EAST ALONG
 BJ3782'INTERSTATE 12 FOR 1.5 MILES TO A BRIDGE.  THE STATION IS SET IN
 BJ3782'THE MEDIAN EAST OF THE BRIDGE.
 BJ3782'
 BJ3782'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3782'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3782'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3782'GROUND.  IT IS STAMPED 32A002 1973.  IT IS 46 FEET NORTH OF THE
 BJ3782'CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, 42 FEET SOUTH OF
 BJ3782'THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 30 FEET
 BJ3782'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE ON THE
 BJ3782'EASTBOUND LANE, 25 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BJ3782'THE BRIDGE ON THE WESTBOUND LANE, AND 4 FEET EAST OF A METAL
 BJ3782'WITNESS POST AND SIGN.
 BJ3782'
 BJ3782'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3782
 BJ3782                          STATION RECOVERY (1983)
 BJ3782
 BJ3782'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3782'2.7 KM (1.7 MI) SE FROM DENHAM SPRINGS.
 BJ3782'ABOUT 2.4 KM (1.5 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3782'STATE HIGHWAY 3002 IN SOUTH DENHAM SPRINGS TO THE MARK SET ON THE EAST
 BJ3782'END OF A BRIDGE IN THE MEDIAN, 14 METERS (46 FEET) NORTH OF THE CENTER
 BJ3782'OF THE EASTBOUND LANE, 12.8 METERS (42 FEET) SOUTH OF THE CENTER OF
 BJ3782'THE WESTBOUND LANE, 9.1 METERS (30 FEET) NORTHEAST OF THE NORTHEAST
 BJ3782'CORNER OF THE EASTBOUND BRIDGE, 7.6 METERS (25 FEET) SOUTHEAST OF THE
 BJ3782'SOUTHEAST CORNER OF THE WESTBOUND BRIDGE.
 BJ3782'THE MARK IS 1.22 METERS  E FROM A WITNESS POST.
 BJ3782'THE MARK IS ABOVE LEVEL WITH INTERSTATE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3787 ***********************************************************************
 BJ3787  DESIGNATION -  32 B 001
 BJ3787  PID         -  BJ3787
 BJ3787  STATE/COUNTY-  LA/LIVINGSTON
 BJ3787  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3787
 BJ3787                         *CURRENT SURVEY CONTROL
 BJ3787  ___________________________________________________________________
 BJ3787* NAD 83(1992)-  30 27 58.68179(N)    090 53 40.40898(W)     ADJUSTED  
 BJ3787* NAVD 88     -        11.6    (meters)      38.     (feet)  VERTCON   
 BJ3787  ___________________________________________________________________
 BJ3787  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3787  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ3787
 BJ3787  HORZ ORDER  -  SECOND
 BJ3787
 BJ3787.The horizontal coordinates were established by classical geodetic methods
 BJ3787.and adjusted by the National Geodetic Survey in January 1993..
 BJ3787
 BJ3787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3787
 BJ3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3787
 BJ3787.The geoid height was determined by GEOID03.
 BJ3787
 BJ3787;                    North         East     Units Scale Factor Converg.
 BJ3787;SPC LA S     -   218,036.196 1,042,134.624   MT  0.99995863   +0 13 09.8
 BJ3787;SPC LA S     -   715,340.42  3,419,070.01   sFT  0.99995863   +0 13 09.8
 BJ3787;UTM  15      - 3,372,340.632   702,131.201   MT  1.00010406   +1 04 04.4
 BJ3787
 BJ3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3787!SPC LA S     -   1.00000243  x   0.99995863  =   0.99996106
 BJ3787!UTM  15      -   1.00000243  x   1.00010406  =   1.00010649
 BJ3787
 BJ3787:                Primary Azimuth Mark                     Grid Az
 BJ3787:SPC LA S     -  32 B 003                                 081 11 48.0
 BJ3787:UTM  15      -  32 B 003                                 080 20 53.4
 BJ3787
 BJ3787|---------------------------------------------------------------------|
 BJ3787| PID    Reference Object                     Distance      Geod. Az  |
 BJ3787|                                                           dddmmss.s |
 BJ3787| BJ3789 32 B 003                            APPROX. 3.1 KM 0812457.8 |
 BJ3787|---------------------------------------------------------------------|
 BJ3787
 BJ3787                          SUPERSEDED SURVEY CONTROL
 BJ3787
 BJ3787  NAD 83(1986)-  30 27 58.69925(N)    090 53 40.40675(W) AD(       ) 2
 BJ3787  NAD 27      -  30 27 58.01419(N)    090 53 40.04855(W) AD(       ) 2
 BJ3787  NGVD 29 (07/19/86)   11.6    (m)           38.     (f) VERT ANG       
 BJ3787
 BJ3787.Superseded values are not recommended for survey control.
 BJ3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3787.See file dsdata.txt to determine how the superseded data were derived.
 BJ3787
 BJ3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0213172341(NAD 83)
 BJ3787_MARKER: DE = TRAVERSE STATION DISK
 BJ3787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3787_SP_SET: CONCRETE POST
 BJ3787_STAMPING: 32B001 1973
 BJ3787_MARK LOGO: LADH  
 BJ3787_PROJECTION: FLUSH
 BJ3787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3787+STABILITY: SURFACE MOTION
 BJ3787
 BJ3787  HISTORY     - Date     Condition        Report By
 BJ3787  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3787  HISTORY     - 1983     GOOD             LADTD
 BJ3787
 BJ3787                          STATION DESCRIPTION
 BJ3787
 BJ3787'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3787'THE STATION IS LOCATED 4 MILES SOUTHEAST OF DENHAM SPRINGS, 2
 BJ3787'MILES SOUTHWEST OF WALKER, AND 9.5 MILES NORTHWEST OF PORT
 BJ3787'VINCENT, IN THE SOUTHEAST QUARTER OF SECTION 3, T7S, R3E, AND ON
 BJ3787'THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3787'
 BJ3787'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12
 BJ3787'AND STATE HIGHWAY 447 SOUTH OF WALKER, GO WEST ALONG INTERSTATE
 BJ3787'12 FOR 1.9 MILES TO THE COYELL CREEK BRIDGE.  THE STATION IS
 BJ3787'SET IN THE MEDIAN NEAR THE NORTHEAST CORNER OF THE BRIDGE ON
 BJ3787'THE EASTBOUND LANE.
 BJ3787'
 BJ3787'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3787'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3787'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3787'GROUND.  IT IS STAMPED 32B001 1973.  IT IS 53 FEET SOUTH OF THE
 BJ3787'CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 35 FEET NORTH OF
 BJ3787'THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, 33 FEET SOUTH
 BJ3787'OF THE SOUTHEAST CORNER OF THE BRIDGE ON THE WESTBOUND LANE, 15
 BJ3787'FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE ON THE
 BJ3787'EASTBOUND LANE ON INTERSTATE 12, 12 FEET EAST OF A FENCE, AND 4
 BJ3787'FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ3787'
 BJ3787'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3787
 BJ3787                          STATION RECOVERY (1983)
 BJ3787
 BJ3787'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3787'3.2 KM (2 MI) SW FROM WALKER.
 BJ3787'ABOUT 3.1 KM (1.9 MILES) WEST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3787'STATE HIGHWAY 447 SOUTH OF WALKER TO THE COYELL CREEK BRIDGE WITH THE
 BJ3787'MARK SET IN THE MEDIAN NEAR THE NORTHEAST CORNER OF THE EASTBOUND
 BJ3787'LANE BRIDGE, 16.2 METERS (53 FEET) SOUTH OF THE CENTER OF THE
 BJ3787'WESTBOUND LANE, 10.7 METERS (35 FEET) NORTH OF THE CENTER OF THE
 BJ3787'EASTBOUND LANE, 10.1 METERS (33 FEET) SOUTH OF THE SOUTHEAST CORNER OF
 BJ3787'THE WESTBOUND LANE BRIDGE, 4.6 METERS (15 FEET) NORTH OF THE NORTHEAST
 BJ3787'CORNER OF THE EASTBOUND LANE BRIDGE, 3.7 METERS (12 FEET) EAST OF A
 BJ3787'FENCE.
 BJ3787'THE MARK IS 1.22 METERS  E FROM A WITNESS POST.
 BJ3787'THE MARK IS ABOVE LEVEL WITH INTERSTATE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3788 ***********************************************************************
 BJ3788  DESIGNATION -  32 B 002
 BJ3788  PID         -  BJ3788
 BJ3788  STATE/COUNTY-  LA/LIVINGSTON
 BJ3788  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3788
 BJ3788                         *CURRENT SURVEY CONTROL
 BJ3788  ___________________________________________________________________
 BJ3788* NAD 83(1992)-  30 28 00.19436(N)    090 53 07.05342(W)     ADJUSTED  
 BJ3788* NAVD 88     -        10.6    (meters)      35.     (feet)  VERTCON   
 BJ3788  ___________________________________________________________________
 BJ3788  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ3788  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ3788
 BJ3788  HORZ ORDER  -  SECOND
 BJ3788
 BJ3788.The horizontal coordinates were established by classical geodetic methods
 BJ3788.and adjusted by the National Geodetic Survey in January 1993..
 BJ3788
 BJ3788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3788
 BJ3788.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3788
 BJ3788.The geoid height was determined by GEOID03.
 BJ3788
 BJ3788;                    North         East     Units Scale Factor Converg.
 BJ3788;SPC LA S     -   218,086.216 1,043,024.176   MT  0.99995869   +0 13 26.5
 BJ3788;SPC LA S     -   715,504.53  3,421,988.48   sFT  0.99995869   +0 13 26.5
 BJ3788;UTM  15      - 3,372,403.829   703,020.047   MT  1.00010850   +1 04 21.4
 BJ3788
 BJ3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3788!SPC LA S     -   1.00000259  x   0.99995869  =   0.99996128
 BJ3788!UTM  15      -   1.00000259  x   1.00010850  =   1.00011109
 BJ3788
 BJ3788:                Primary Azimuth Mark                     Grid Az
 BJ3788:SPC LA S     -  32 B 001                                 266 46 54.0
 BJ3788:UTM  15      -  32 B 001                                 265 55 59.1
 BJ3788
 BJ3788|---------------------------------------------------------------------|
 BJ3788| PID    Reference Object                     Distance      Geod. Az  |
 BJ3788|                                                           dddmmss.s |
 BJ3788| BJ3787 32 B 001                            APPROX. 0.9 KM 2670020.5 |
 BJ3788|---------------------------------------------------------------------|
 BJ3788
 BJ3788                          SUPERSEDED SURVEY CONTROL
 BJ3788
 BJ3788  NAD 83(1986)-  30 28 00.21182(N)    090 53 07.05120(W) AD(       ) 2
 BJ3788  NAD 27      -  30 27 59.52622(N)    090 53 06.69416(W) AD(       ) 2
 BJ3788  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG       
 BJ3788
 BJ3788.Superseded values are not recommended for survey control.
 BJ3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3788.See file dsdata.txt to determine how the superseded data were derived.
 BJ3788
 BJ3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0302072404(NAD 83)
 BJ3788_MARKER: DE = TRAVERSE STATION DISK
 BJ3788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3788_SP_SET: CONCRETE POST
 BJ3788_STAMPING: 32B002 1973
 BJ3788_MARK LOGO: LADH  
 BJ3788_PROJECTION: FLUSH
 BJ3788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3788+STABILITY: SURFACE MOTION
 BJ3788
 BJ3788  HISTORY     - Date     Condition        Report By
 BJ3788  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3788  HISTORY     - 1983     GOOD             LADTD
 BJ3788
 BJ3788                          STATION DESCRIPTION
 BJ3788
 BJ3788'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3788'THE STATION IS LOCATED 2 MILES SOUTHWEST OF WALKER, 4 MILES
 BJ3788'SOUTHEAST OF DENHAM SPRINGS AND 9 MILES NORTHWEST OF PORT
 BJ3788'VINCENT, IN THE SOUTHWEST QUARTER OF SECTION 2, T7S, R3E, AND
 BJ3788'ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3788'
 BJ3788'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3788'STATE HIGHWAY 447 SOUTH OF WALKER, GO WEST ALONG INTERSTATE 12
 BJ3788'FOR 1.4 MILES.  THE STATION IS SET SOUTH OF THE HIGHWAY NEAR
 BJ3788'A RIGHT-OF-WAY FENCE.
 BJ3788'
 BJ3788'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3788'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3788'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3788'THE GROUND.  IT IS STAMPED 32B002 1973.  IT IS 100 FEET SOUTH
 BJ3788'OF THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, 4 FEET
 BJ3788'NORTH OF A RIGHT-OF-WAY FENCE, AND 3.5 FEET EAST OF A METAL
 BJ3788'WITNESS POST AND SIGN.
 BJ3788'
 BJ3788'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3788
 BJ3788                          STATION RECOVERY (1983)
 BJ3788
 BJ3788'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3788'3.2 KM (2 MI) SW FROM WALKER.
 BJ3788'ABOUT 2.3 KM (1.4 MILES) WEST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3788'STATE HIGHWAY 447 SOUTH OF WALKER TO THE BENCH MARK SET SOUTH OF THE
 BJ3788'HIGHWAY NEAR A RIGHT-OF-WAY FENCE, 30.5 METERS (100 FEET) SOUTH OF THE
 BJ3788'CENTER OF THE EASTBOUND LANE OF INTERSTATE 12, 1.2 METERS (4 FEET)
 BJ3788'NORTH OF RIGHT-OF-WAY FENCE.
 BJ3788'THE MARK IS 1.07 METERS  E FROM A WITNESS POST.
 BJ3788'THE MARK IS 0.91 M BELOW INTERSTATE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3789 ***********************************************************************
 BJ3789  DESIGNATION -  32 B 003
 BJ3789  PID         -  BJ3789
 BJ3789  STATE/COUNTY-  LA/LIVINGSTON
 BJ3789  USGS QUAD   -  WALKER (1991)
 BJ3789
 BJ3789                         *CURRENT SURVEY CONTROL
 BJ3789  ___________________________________________________________________
 BJ3789* NAD 83(1992)-  30 28 13.51722(N)    090 51 46.84259(W)     ADJUSTED  
 BJ3789* NAVD 88     -        18.1    (meters)      59.     (feet)  VERTCON   
 BJ3789  ___________________________________________________________________
 BJ3789  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ3789  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ3789
 BJ3789  HORZ ORDER  -  SECOND
 BJ3789
 BJ3789.The horizontal coordinates were established by classical geodetic methods
 BJ3789.and adjusted by the National Geodetic Survey in January 1993..
 BJ3789
 BJ3789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3789
 BJ3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3789
 BJ3789.The geoid height was determined by GEOID03.
 BJ3789
 BJ3789;                    North         East     Units Scale Factor Converg.
 BJ3789;SPC LA S     -   218,505.041 1,045,162.046   MT  0.99995921   +0 14 06.6
 BJ3789;SPC LA S     -   716,878.62  3,429,002.48   sFT  0.99995921   +0 14 06.6
 BJ3789;UTM  15      - 3,372,854.345   705,151.808   MT  1.00011924   +1 05 02.5
 BJ3789
 BJ3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3789!SPC LA S     -   1.00000141  x   0.99995921  =   0.99996062
 BJ3789!UTM  15      -   1.00000141  x   1.00011924  =   1.00012065
 BJ3789
 BJ3789:                Primary Azimuth Mark                     Grid Az
 BJ3789:SPC LA S     -  32 B 001                                 261 11 48.8
 BJ3789:UTM  15      -  32 B 001                                 260 20 52.9
 BJ3789
 BJ3789|---------------------------------------------------------------------|
 BJ3789| PID    Reference Object                     Distance      Geod. Az  |
 BJ3789|                                                           dddmmss.s |
 BJ3789| BJ3787 32 B 001                            APPROX. 3.1 KM 2612555.4 |
 BJ3789|---------------------------------------------------------------------|
 BJ3789
 BJ3789                          SUPERSEDED SURVEY CONTROL
 BJ3789
 BJ3789  NAD 83(1986)-  30 28 13.53473(N)    090 51 46.84026(W) AD(       ) 2
 BJ3789  NAD 27      -  30 28 12.84932(N)    090 51 46.48478(W) AD(       ) 2
 BJ3789  NGVD 29 (07/19/86)   18.1    (m)           59.     (f) VERT ANG       
 BJ3789
 BJ3789.Superseded values are not recommended for survey control.
 BJ3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3789.See file dsdata.txt to determine how the superseded data were derived.
 BJ3789
 BJ3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0515272854(NAD 83)
 BJ3789_MARKER: DE = TRAVERSE STATION DISK
 BJ3789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3789_SP_SET: CONCRETE POST
 BJ3789_STAMPING: 32B003 1973
 BJ3789_MARK LOGO: LADH  
 BJ3789_PROJECTION: FLUSH
 BJ3789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3789+STABILITY: SURFACE MOTION
 BJ3789
 BJ3789  HISTORY     - Date     Condition        Report By
 BJ3789  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3789  HISTORY     - 1983     GOOD             LADTD
 BJ3789
 BJ3789                          STATION DESCRIPTION
 BJ3789
 BJ3789'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3789'THE STATION IS LOCATED 5 MILES SOUTHEAST OF DENHAM SPRINGS, 1
 BJ3789'MILE SOUTH OF WALKER, AND 9.5 MILES NORTH OF PORT VINCENT, IN
 BJ3789'THE NORTHWEST QUARTER OF SECTION 1, T7S, R3E, AND ON THE PROPERTY
 BJ3789'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3789'
 BJ3789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ3789'STATE HIGHWAY 447 IN WALKER, GO SOUTH ALONG STATE HIGHWAY 447
 BJ3789'FOR 1.3 MILES TO THE INTERCHANGE ON INTERSTATE 12.  THE STATION
 BJ3789'IS SET NEAR THE NORTHWEST CORNER OF THE OVERPASS ON THE
 BJ3789'INTERCHANGE.
 BJ3789'
 BJ3789'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3789'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3789'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3789'GROUND.  IT IS STAMPED 32B003 1973.  IT IS 82 FEET NORTH OF
 BJ3789'THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 19 FEET WEST
 BJ3789'OF THE CENTER OF STATE HIGHWAY 447, 6 FEET WEST OF A METAL GUARD
 BJ3789'RAIL, 4.5 FEET EAST OF A METAL WITNESS POST AND SIGN, AND 2.5
 BJ3789'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OVERPASS.
 BJ3789'
 BJ3789'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3789
 BJ3789                          STATION RECOVERY (1983)
 BJ3789
 BJ3789'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3789'1.6 KM (1 MI) SOUTH FROM WALKER.
 BJ3789'LOCATED AT THE INTERCHANGE OF INTERSTATE 12 AND STATE HIGHWAY 447
 BJ3789'SOUTH OF WALKER WITH THE BENCH MARK SET NEAR THE NORTHWEST CORNER OF
 BJ3789'THE OVERPASS, 25 METERS (82 FEET) NORTH OF THE CENTER OF THE WESTBOUND
 BJ3789'LANE OF INTERSTATE 12, 5.8 METERS (19 FEET) WEST OF THE CENTER OF
 BJ3789'STATE HIGHWAY 447, 1.8 METERS (6 FEET) WEST OF A METAL GUARDRAIL,
 BJ3789'0.8 METERS (2.5 FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE
 BJ3789'OVERPASS.
 BJ3789'THE MARK IS 1.37 METERS  E FROM A WITNESS POST.
 BJ3789'THE MARK IS ABOVE LEVEL WITH INTERSTATE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3790 ***********************************************************************
 BJ3790  DESIGNATION -  32 B 004
 BJ3790  PID         -  BJ3790
 BJ3790  STATE/COUNTY-  LA/LIVINGSTON
 BJ3790  USGS QUAD   -  WALKER (1991)
 BJ3790
 BJ3790                         *CURRENT SURVEY CONTROL
 BJ3790  ___________________________________________________________________
 BJ3790* NAD 83(1992)-  30 28 19.76116(N)    090 50 44.85447(W)     ADJUSTED  
 BJ3790* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 BJ3790  ___________________________________________________________________
 BJ3790  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ3790  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ3790
 BJ3790  HORZ ORDER  -  SECOND
 BJ3790
 BJ3790.The horizontal coordinates were established by classical geodetic methods
 BJ3790.and adjusted by the National Geodetic Survey in January 1993..
 BJ3790
 BJ3790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3790
 BJ3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3790
 BJ3790.The geoid height was determined by GEOID03.
 BJ3790
 BJ3790;                    North         East     Units Scale Factor Converg.
 BJ3790;SPC LA S     -   218,704.221 1,046,814.644   MT  0.99995946   +0 14 37.6
 BJ3790;SPC LA S     -   717,532.10  3,434,424.38   sFT  0.99995946   +0 14 37.6
 BJ3790;UTM  15      - 3,373,078.026   706,801.544   MT  1.00012762   +1 05 34.2
 BJ3790
 BJ3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3790!SPC LA S     -   1.00000246  x   0.99995946  =   0.99996192
 BJ3790!UTM  15      -   1.00000246  x   1.00012762  =   1.00013008
 BJ3790
 BJ3790:                Primary Azimuth Mark                     Grid Az
 BJ3790:SPC LA S     -  DUMP AZ MK                               081 36 39.5
 BJ3790:UTM  15      -  DUMP AZ MK                               080 45 42.9
 BJ3790
 BJ3790|---------------------------------------------------------------------|
 BJ3790| PID    Reference Object                     Distance      Geod. Az  |
 BJ3790|                                                           dddmmss.s |
 BJ3790| BJ3791 DUMP AZ MK                          APPROX. 0.9 KM 0815117.1 |
 BJ3790|---------------------------------------------------------------------|
 BJ3790
 BJ3790                          SUPERSEDED SURVEY CONTROL
 BJ3790
 BJ3790  NAD 83(1986)-  30 28 19.77872(N)    090 50 44.85203(W) AD(       ) 2
 BJ3790  NAD 27      -  30 28 19.09263(N)    090 50 44.49806(W) AD(       ) 2
 BJ3790  NGVD 29 (07/19/86)   11.4    (m)           37.     (f) VERT ANG       
 BJ3790
 BJ3790.Superseded values are not recommended for survey control.
 BJ3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3790.See file dsdata.txt to determine how the superseded data were derived.
 BJ3790
 BJ3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0680273078(NAD 83)
 BJ3790_MARKER: DE = TRAVERSE STATION DISK
 BJ3790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3790_SP_SET: CONCRETE POST
 BJ3790_STAMPING: 32B004 1973
 BJ3790_MARK LOGO: LADH  
 BJ3790_PROJECTION: FLUSH
 BJ3790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3790+STABILITY: SURFACE MOTION
 BJ3790
 BJ3790  HISTORY     - Date     Condition        Report By
 BJ3790  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3790  HISTORY     - 1983     GOOD             LADTD
 BJ3790
 BJ3790                          STATION DESCRIPTION
 BJ3790
 BJ3790'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3790'THE STATION IS LOCATED 1 MILE SOUTH OF WALKER, 6 MILES SOUTHEAST
 BJ3790'OF DENHAM SPRINGS, AND 9.5 MILES NORTH OF PORT VINCENT, IN THE
 BJ3790'NORTHEAST QUARTER OF SECTION 6, T7S, R3E, AND ON THE PROPERTY
 BJ3790'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3790'
 BJ3790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ3790'STATE HIGHWAY 447 IN WALKER, GO EAST ALONG U.S. HIGHWAY 190
 BJ3790'FOR 0.35 MILE TO A BLACKTOP ROAD ON THE RIGHT, TURN RIGHT ON
 BJ3790'THE BLACKTOP ROAD, AND GO SOUTH FOR 1.3 MILES TO A BRIDGE ON
 BJ3790'INTERSTATE 12.  THE STATION IS SET NEAR THE SOUTHWEST CORNER OF
 BJ3790'THE BRIDGE.
 BJ3790'
 BJ3790'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3790'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3790'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3790'THE GROUND.  IT IS STAMPED 32B004 1973.  IT IS 26 FEET SOUTH OF
 BJ3790'THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, 12 FEET WEST
 BJ3790'OF A FENCE, 4 FEET SOUTH OF A METAL GUARD RAIL, 3.5 FEET
 BJ3790'SOUTH-SOUTHEAST OF A METAL WITNESS POST, AND 2.5 FEET
 BJ3790'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 BJ3790'
 BJ3790'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3790
 BJ3790                          STATION RECOVERY (1983)
 BJ3790
 BJ3790'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3790'3.8 KM (2.37 MI) SE FROM WALKER.
 BJ3790'ABOUT 2.1 KM (1.3 MI) SOUTH ON STATE HIGHWAY 447 FROM THE JUNCTION OF
 BJ3790'HIGHWAY 447 AND US HIGHWAY 190 IN WALKER TO THE JUNCTION OF HIGHWAY
 BJ3790'447 AND INTERSTATE 12, THENCE EAST (LEFT) ALONG INTERSTATE 12 FOR 1.7
 BJ3790'KM (1.07 MI) TO THE BENCH MARK ON THE RIGHT NEAR THE SOUTHWEST CORNER
 BJ3790'OF THE BRIDGE ON INTERSTATE 12, 7.9 METERS (26 FT) SOUTH OF THE CENTER
 BJ3790'OF THE EASTBOUND LANE ON INTERSTATE 12, 3.7 METERS (12 FT) WEST OF A
 BJ3790'FENCE, 1.2 METERS (4 FT) SOUTH OF A METAL GUARDRAIL, AND 0.8 METERS
 BJ3790'(2.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 BJ3790'THE MARK IS 1.07 METERS  SSE FROM A WITNESS POST.
 BJ3790'THE MARK IS ABOVE LEVEL WITH THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3287 ***********************************************************************
 AU3287  DESIGNATION -  32 B AZ MK
 AU3287  PID         -  AU3287
 AU3287  STATE/COUNTY-  LA/JEFFERSON
 AU3287  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3287
 AU3287                         *CURRENT SURVEY CONTROL
 AU3287  ___________________________________________________________________
 AU3287* NAD 83(1992)-  29 59 37.77396(N)    090 10 38.50533(W)     ADJUSTED  
 AU3287* NAVD 88     -        -1.5  **(meters)      -5.   **(feet)  VERTCON   
 AU3287  **This station is located in a subsidence area (see below).
 AU3287  ___________________________________________________________________
 AU3287  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3287  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU3287
 AU3287  HORZ ORDER  -  SECOND
 AU3287
 AU3287.The horizontal coordinates were established by classical geodetic methods
 AU3287.and adjusted by the National Geodetic Survey in January 1993..
 AU3287.No horizontal observational check was made to the station.
 AU3287
 AU3287 ** The orthometric height has not been validated since last determined
 AU3287 ** by differential leveling and should not be used for control purposes.
 AU3287 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3287 ** area with valid NAVD 88 orthometric heights.
 AU3287 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3287 ** epoch indicated which incorporates improved geoid heights for the
 AU3287 ** Southern Louisiana Subsidence area.
 AU3287 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3287
 AU3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3287
 AU3287.The geoid height was determined by GEOID03.
 AU3287
 AU3287;                    North         East     Units Scale Factor Converg.
 AU3287;SPC LA S     -   166,144.645 1,111,532.047   MT  0.99992575   +0 34 40.8
 AU3287;SPC LA S     -   545,092.89  3,646,751.39   sFT  0.99992575   +0 34 40.8
 AU3287;UTM  15      - 3,321,456.105   772,309.189   MT  1.00051497   +1 24 42.9
 AU3287
 AU3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3287!SPC LA S     -   1.00000435  x   0.99992575  =   0.99993010
 AU3287!UTM  15      -   1.00000435  x   1.00051497  =   1.00051932
 AU3287
 AU3287                          SUPERSEDED SURVEY CONTROL
 AU3287
 AU3287  NAD 83(1986)-  29 59 37.79127(N)    090 10 38.50245(W) AD(       ) 2
 AU3287  NAD 27      -  29 59 37.06026(N)    090 10 38.23371(W) AD(       ) 2
 AU3287  NGVD 29 (05/20/88)   -1.4    (m)           -5.     (f) VERT ANG       
 AU3287
 AU3287.Superseded values are not recommended for survey control.
 AU3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3287.See file dsdata.txt to determine how the superseded data were derived.
 AU3287
 AU3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7230921456(NAD 83)
 AU3287_MARKER: DZ = AZIMUTH MARK DISK
 AU3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3287_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3287+STABILITY: SURFACE MOTION
 AU3287
 AU3287  HISTORY     - Date     Condition        Report By
 AU3287  HISTORY     - 1987     MONUMENTED       LADTD
 AU3287  HISTORY     - 20050422 MARK NOT FOUND   NGS
 AU3287
 AU3287                          STATION DESCRIPTION
 AU3287
 AU3287'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3287'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 AU3287'SOUTH-SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3287'CLEARVIEW PARKWAY IN KENNER.
 AU3287'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICT, C/O BILL MIDDLETON,
 AU3287'DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA. PHONR 504-733-0087.
 AU3287'
 AU3287'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3287'CLEARVIEW PARKWAY IN KENNER, GO SOUTH FOR 0.64 KM (0.4 MI) ON
 AU3287'CLEARVIEW PARKWAY TO A CROSS STREET.
 AU3287'TURN LEFT AND GO EAST FOR 0.38 KM (0.25 MI) ON NAPOLEAN BOULEVARD
 AU3287'TO THE END OF THE ROAD AND HOUMA BOULEVARD ON THE LEFT.
 AU3287'CONTINUE EAST ON THE GRASS FOR ABOUT 30 METERS (100 FT) TO A
 AU3287'UTILITY POLE AND THE MARK.
 AU3287'
 AU3287'THE STATION IS A STANDARD NGS DISK
 AU3287'STAMPED---JPE 32B AZ MK 1987---,
 AU3287'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3287'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3287'14 METERS (45.9 FT) NORTH FROM A CANAL BANK,
 AU3287'10.1 METERS (33.1 FT) EAST-SOUTHEAST FROM A FENCE CORNER,
 AU3287'3.3 METERS (10.8 FT) SOUTH FROM A WOOD FENCE CORNER,
 AU3287'1.5 METERS (4.9 FT) SOUTHWEST FROM A UTILITY POLE, AND
 AU3287'0.4 METERS (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 AU3287
 AU3287                          STATION RECOVERY (2005)
 AU3287
 AU3287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (APB)
 AU3287'DESCRIPTION PLACES MARK IN THE AREA OF NEW ROAD AND SIDEWALK
 AU3287'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3793 ***********************************************************************
 BJ3793  DESIGNATION -  32 C 001
 BJ3793  PID         -  BJ3793
 BJ3793  STATE/COUNTY-  LA/LIVINGSTON
 BJ3793  USGS QUAD   -  WALKER (1991)
 BJ3793
 BJ3793                         *CURRENT SURVEY CONTROL
 BJ3793  ___________________________________________________________________
 BJ3793* NAD 83(1992)-  30 28 23.61528(N)    090 49 12.21369(W)     ADJUSTED  
 BJ3793* NAVD 88     -        11.8    (meters)      39.     (feet)  VERTCON   
 BJ3793  ___________________________________________________________________
 BJ3793  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ3793  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ3793
 BJ3793  HORZ ORDER  -  SECOND
 BJ3793
 BJ3793.The horizontal coordinates were established by classical geodetic methods
 BJ3793.and adjusted by the National Geodetic Survey in January 1993..
 BJ3793
 BJ3793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3793
 BJ3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3793
 BJ3793.The geoid height was determined by GEOID03.
 BJ3793
 BJ3793;                    North         East     Units Scale Factor Converg.
 BJ3793;SPC LA S     -   218,833.692 1,049,285.086   MT  0.99995961   +0 15 23.9
 BJ3793;SPC LA S     -   717,956.87  3,442,529.49   sFT  0.99995961   +0 15 23.9
 BJ3793;UTM  15      - 3,373,244.124   709,270.226   MT  1.00014029   +1 06 21.3
 BJ3793
 BJ3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3793!SPC LA S     -   1.00000240  x   0.99995961  =   0.99996201
 BJ3793!UTM  15      -   1.00000240  x   1.00014029  =   1.00014269
 BJ3793
 BJ3793:                Primary Azimuth Mark                     Grid Az
 BJ3793:SPC LA S     -  DUMP AZ MK                               270 06 18.0
 BJ3793:UTM  15      -  DUMP AZ MK                               269 15 20.6
 BJ3793
 BJ3793|---------------------------------------------------------------------|
 BJ3793| PID    Reference Object                     Distance      Geod. Az  |
 BJ3793|                                                           dddmmss.s |
 BJ3793| BJ3791 DUMP AZ MK                          APPROX. 1.6 KM 2702141.9 |
 BJ3793|---------------------------------------------------------------------|
 BJ3793
 BJ3793                          SUPERSEDED SURVEY CONTROL
 BJ3793
 BJ3793  NAD 83(1986)-  30 28 23.63293(N)    090 49 12.21096(W) AD(       ) 2
 BJ3793  NAD 27      -  30 28 22.94685(N)    090 49 11.85950(W) AD(       ) 2
 BJ3793  NGVD 29 (07/19/86)   11.8    (m)           39.     (f) VERT ANG       
 BJ3793
 BJ3793.Superseded values are not recommended for survey control.
 BJ3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3793.See file dsdata.txt to determine how the superseded data were derived.
 BJ3793
 BJ3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0927073244(NAD 83)
 BJ3793_MARKER: DE = TRAVERSE STATION DISK
 BJ3793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3793_SP_SET: CONCRETE POST
 BJ3793_STAMPING: 32C001 1973
 BJ3793_MARK LOGO: LADH  
 BJ3793_PROJECTION: FLUSH
 BJ3793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3793+STABILITY: SURFACE MOTION
 BJ3793
 BJ3793  HISTORY     - Date     Condition        Report By
 BJ3793  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3793  HISTORY     - 1983     GOOD             LADTD
 BJ3793
 BJ3793                          STATION DESCRIPTION
 BJ3793
 BJ3793'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3793'THE STATION IS LOCATED 3 MILES SOUTHEAST OF WALKER, 4 MILES
 BJ3793'SOUTHWEST OF LIVINGSTON, AND 9.5 MILES NORTH-NORTHEAST OF
 BJ3793'PORT VINCENT, IN THE NORTHWEST QUARTER OF SECTION 4, T7S, R4E,
 BJ3793'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ3793'HIGHWAYS.
 BJ3793'
 BJ3793'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3793'STATE HIGHWAY 1024 SOUTH OF SATSUMA, GO WEST ALONG INTERSTATE 12
 BJ3793'FOR 1.3 MILES.  THE STATION IS SET ON THE LEFT AND SOUTH OF THE
 BJ3793'HIGHWAY NEAR THE FENCE.
 BJ3793'
 BJ3793'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3793'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3793'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3793'GROUND.  IT IS STAMPED 32C001 1973.  IT IS 100 FEET NORTHWEST OF
 BJ3793'A 24-INCH OAK TREE, 79 FEET NORTHEAST OF A 14-INCH PINE TREE, 70
 BJ3793'FEET NORTH OF A FENCE, 36 FEET SOUTH OF THE CENTER OF THE
 BJ3793'EASTBOUND LANE ON INTERSTATE 12, AND 5 FEET EAST OF A METAL
 BJ3793'WITNESS POST AND SIGN.
 BJ3793'
 BJ3793'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3793
 BJ3793                          STATION RECOVERY (1983)
 BJ3793
 BJ3793'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3793'6.3 KM (3.9 MI) SE FROM WALKER.
 BJ3793'ABOUT 2.1 KM (1.3 MI) SOUTH ON STATE HIGHWAY 447 FROM THE JUNCTION OF
 BJ3793'HIGHWAY 447 AND US HIGHWAY 190 IN WALKER TO THE JUNCTION OF HIGHWAY
 BJ3793'447 AND INTERSTATE 12, THENCE EAST (LEFT) ALONG INTERSTATE 12 FOR 4.2
 BJ3793'KM (2.61 MI) TO THE BENCH MARK ON THE RIGHT, 30.5 METERS (100 FT)
 BJ3793'NORTHWEST OF A 24-INCH OAK TREE, 24.1 METERS (79 FT) NORTHEAST OF A
 BJ3793'14-INCH PINE TREE, 21.3 METERS (70 FT) NORTH OF A FENCH, AND
 BJ3793'11.0 METERS (36 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANE ON
 BJ3793'INTERSTATE 12.
 BJ3793'THE MARK IS 1.52 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3796 ***********************************************************************
 BJ3796  DESIGNATION -  32 D 001
 BJ3796  PID         -  BJ3796
 BJ3796  STATE/COUNTY-  LA/LIVINGSTON
 BJ3796  USGS QUAD   -  WALKER (1991)
 BJ3796
 BJ3796                         *CURRENT SURVEY CONTROL
 BJ3796  ___________________________________________________________________
 BJ3796* NAD 83(1992)-  30 28 26.26875(N)    090 46 51.97074(W)     ADJUSTED  
 BJ3796* NAVD 88     -        11.68   (+/-2cm)      38.3    (feet)  VERTCON   
 BJ3796  ___________________________________________________________________
 BJ3796  X           -     -75,002.506 (meters)                     COMP
 BJ3796  Y           -  -5,501,273.110 (meters)                     COMP
 BJ3796  Z           -   3,215,759.298 (meters)                     COMP
 BJ3796  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ3796  ELLIP HEIGHT-         -15.56  (meters)          (01/21/03) GPS OBS
 BJ3796  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ3796
 BJ3796  HORZ ORDER  -  SECOND
 BJ3796  VERT ORDER  -  THIRD (See Below)
 BJ3796  ELLP ORDER  -  FOURTH    CLASS II
 BJ3796
 BJ3796.The horizontal coordinates were established by classical geodetic methods
 BJ3796.and adjusted by the National Geodetic Survey in January 1993..
 BJ3796
 BJ3796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3796.The vertical order pertains to the NGVD 29 superseded value.
 BJ3796
 BJ3796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3796
 BJ3796.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3796
 BJ3796.The ellipsoidal height was determined by GPS observations
 BJ3796.and is referenced to NAD 83.
 BJ3796
 BJ3796.The geoid height was determined by GEOID03.
 BJ3796
 BJ3796;                    North         East     Units Scale Factor Converg.
 BJ3796;SPC LA S     -   218,932.791 1,053,025.294   MT  0.99995972   +0 16 34.0
 BJ3796;SPC LA S     -   718,282.00  3,454,800.49   sFT  0.99995972   +0 16 34.0
 BJ3796;UTM  15      - 3,373,398.691   713,009.266   MT  1.00015977   +1 07 32.6
 BJ3796
 BJ3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3796!SPC LA S     -   1.00000244  x   0.99995972  =   0.99996216
 BJ3796!UTM  15      -   1.00000244  x   1.00015977  =   1.00016221
 BJ3796
 BJ3796:                Primary Azimuth Mark                     Grid Az
 BJ3796:SPC LA S     -  SUMA                                     266 26 35.3
 BJ3796:UTM  15      -  SUMA                                     265 35 36.7
 BJ3796
 BJ3796|---------------------------------------------------------------------|
 BJ3796| PID    Reference Object                     Distance      Geod. Az  |
 BJ3796|                                                           dddmmss.s |
 BJ3796| BJ3794 SUMA                                APPROX. 1.6 KM 2664309.3 |
 BJ3796|---------------------------------------------------------------------|
 BJ3796
 BJ3796                          SUPERSEDED SURVEY CONTROL
 BJ3796
 BJ3796  ELLIP H (01/21/93)  -15.48   (m)                       GP(       ) 4 2
 BJ3796  NAD 83(1986)-  30 28 26.28680(N)    090 46 51.96734(W) AD(       ) 2
 BJ3796  NAD 27      -  30 28 25.59930(N)    090 46 51.61965(W) AD(       ) 2
 BJ3796  NGVD 29 (02/23/90)   11.70   (m)           38.4    (f) LEVELING    3  
 BJ3796
 BJ3796.Superseded values are not recommended for survey control.
 BJ3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3796.See file dsdata.txt to determine how the superseded data were derived.
 BJ3796
 BJ3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1300973399(NAD 83)
 BJ3796_MARKER: DE = TRAVERSE STATION DISK
 BJ3796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3796_SP_SET: CONCRETE POST
 BJ3796_STAMPING: 32D001 1973
 BJ3796_MARK LOGO: LADH  
 BJ3796_PROJECTION: FLUSH
 BJ3796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3796+STABILITY: SURFACE MOTION
 BJ3796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3796+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 BJ3796
 BJ3796  HISTORY     - Date     Condition        Report By
 BJ3796  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3796  HISTORY     - 1983     GOOD             LADTD
 BJ3796  HISTORY     - 19890111 GOOD
 BJ3796  HISTORY     - 20060126 GOOD             AERODA
 BJ3796
 BJ3796                          STATION DESCRIPTION
 BJ3796
 BJ3796'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3796'THE STATION IS LOCATED 2 MILES SOUTHWEST OF LIVINGSTON, 5 MILES
 BJ3796'NORTHWEST OF FROST, AND 5 MILES SOUTHEAST OF WALKER, ON THE
 BJ3796'PROPERTY OWNED BY THE LA. DEPT. OF HIGHWAYS.
 BJ3796'
 BJ3796'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3796'STATE HIGHWAY 63 SOUTH OF LIVINGSTON, GO WEST ALONG INTERSTATE 12
 BJ3796'FOR 2.0 MILES TO A BRIDGE AND THE STATION, WHICH IS SET NEAR THE
 BJ3796'NORTHEAST CORNER OF THE BRIDGE ON THE EASTBOUND LANE.
 BJ3796'
 BJ3796'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3796'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3796'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3796'GROUND.  IT IS STAMPED 32D001 1973.  IT IS 59 FEET SOUTH OF THE
 BJ3796'CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 29 FEET NORTH OF
 BJ3796'THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, 12 FEET
 BJ3796'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE ON THE
 BJ3796'EASTBOUND LANE, 8 FEET EAST OF A FENCE, AND 5 FEET NORTH OF A
 BJ3796'METAL WITNESS POST AND SIGN.
 BJ3796'
 BJ3796'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3796
 BJ3796                          STATION RECOVERY (1983)
 BJ3796
 BJ3796'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3796'6.4 KM (4 MI) SW FROM LIVINGSTON.
 BJ3796'ABOUT 3.2 KM (2 MI) SOUTH ON STATE HIGHWAY 63 FROM THE JUNCTION OF
 BJ3796'HIGHWAY 63 AND US HIGHWAY 190 IN LIVINGSTON TO THE JUNCTION OF
 BJ3796'HIGHWAY 63 AND INTERSTATE 12, THENCE  WEST (RIGHT) ALONG INTERSTATE 12
 BJ3796'FOR 3.2 KM (2 MI) TO THE BENCH MARK ON THE LEFT NEAR THE NORTHEAST
 BJ3796'CORNER OF THE BRIDGE ON THE EASTBOUND LANE, 18.0 METERS (59 FT) SOUTH
 BJ3796'OF THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 8.8 METERS
 BJ3796'(29 FT) NORTH OF THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12,
 BJ3796'3.7 METERS (12 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 BJ3796'BRIDGE ON THE EASTBOUND LANE, AND 2.4 METERS (8 FT) EAST OF A FENCE.
 BJ3796'THE MARK IS 1.52 METERS  N FROM A WITNESS POST.
 BJ3796'THE MARK IS ABOVE LEVEL WITH THE INTERSTATE.
 BJ3796
 BJ3796                          STATION RECOVERY (1989)
 BJ3796
 BJ3796'RECOVERED 1989
 BJ3796'RECOVERED IN GOOD CONDITION.
 BJ3796
 BJ3796                          STATION RECOVERY (2006)
 BJ3796
 BJ3796'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ3796'6.4 KM (4 MI) SW FROM LIVINGSTON.
 BJ3796' BJ3796'ABOUT 3.2 KM (2 MI) SOUTH ON STATE HIGHWAY 63 FROM THE
 BJ3796'JUNCTION OF
 BJ3796' BJ3796'HIGHWAY 63 AND US HIGHWAY 190 IN LIVINGSTON TO THE JUNCTION OF
 BJ3796' 
 BJ3796' BJ3796'HIGHWAY 63 AND INTERSTATE 12, THENCE  WEST (RIGHT) ALONG
 BJ3796'INTERSTATE 12
 BJ3796' BJ3796'FOR 3.2 KM (2 MI) TO THE BENCH MARK ON THE LEFT NEAR THE
 BJ3796'NORTHEAST
 BJ3796' BJ3796'CORNER OF THE BRIDGE ON THE EASTBOUND LANE, 18.0 METERS (59
 BJ3796'FT) SOUTH
 BJ3796' BJ3796'OF THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 8.8
 BJ3796'METERS
 BJ3796' BJ3796'(29 FT) NORTH OF THE CENTER OF THE EASTBOUND LANE ON
 BJ3796'INTERSTATE 12,
 BJ3796' BJ3796'3.7 METERS (12 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 BJ3796'THE
 BJ3796' BJ3796'BRIDGE ON THE EASTBOUND LANE, AND 2.4 METERS (7 FT) EAST OF A
 BJ3796'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3798 ***********************************************************************
 BJ3798  DESIGNATION -  32 D 002
 BJ3798  PID         -  BJ3798
 BJ3798  STATE/COUNTY-  LA/LIVINGSTON
 BJ3798  USGS QUAD   -  FROST (1980)
 BJ3798
 BJ3798                         *CURRENT SURVEY CONTROL
 BJ3798  ___________________________________________________________________
 BJ3798* NAD 83(1992)-  30 28 26.09426(N)    090 44 52.05574(W)     ADJUSTED  
 BJ3798* NAVD 88     -        18.2    (meters)      60.     (feet)  VERTCON   
 BJ3798  ___________________________________________________________________
 BJ3798  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ3798  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ3798
 BJ3798  HORZ ORDER  -  SECOND
 BJ3798
 BJ3798.The horizontal coordinates were established by classical geodetic methods
 BJ3798.and adjusted by the National Geodetic Survey in January 1993..
 BJ3798
 BJ3798.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3798
 BJ3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3798
 BJ3798.The geoid height was determined by GEOID03.
 BJ3798
 BJ3798;                    North         East     Units Scale Factor Converg.
 BJ3798;SPC LA S     -   218,943.297 1,056,223.702   MT  0.99995971   +0 17 34.0
 BJ3798;SPC LA S     -   718,316.47  3,465,293.93   sFT  0.99995971   +0 17 34.0
 BJ3798;UTM  15      - 3,373,456.641   716,207.834   MT  1.00017671   +1 08 33.5
 BJ3798
 BJ3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3798!SPC LA S     -   1.00000139  x   0.99995971  =   0.99996110
 BJ3798!UTM  15      -   1.00000139  x   1.00017671  =   1.00017810
 BJ3798
 BJ3798:                Primary Azimuth Mark                     Grid Az
 BJ3798:SPC LA S     -  32 E 002                                 086 55 06.8
 BJ3798:UTM  15      -  32 E 002                                 086 04 07.3
 BJ3798
 BJ3798|---------------------------------------------------------------------|
 BJ3798| PID    Reference Object                     Distance      Geod. Az  |
 BJ3798|                                                           dddmmss.s |
 BJ3798| BJ3806 32 E 002                            APPROX. 4.5 KM 0871240.8 |
 BJ3798|---------------------------------------------------------------------|
 BJ3798
 BJ3798                          SUPERSEDED SURVEY CONTROL
 BJ3798
 BJ3798  NAD 83(1986)-  30 28 26.11189(N)    090 44 52.05308(W) AD(       ) 2
 BJ3798  NAD 27      -  30 28 25.42506(N)    090 44 51.70866(W) AD(       ) 2
 BJ3798  NGVD 29 (07/19/86)   18.2    (m)           60.     (f) VERT ANG       
 BJ3798
 BJ3798.Superseded values are not recommended for survey control.
 BJ3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3798.See file dsdata.txt to determine how the superseded data were derived.
 BJ3798
 BJ3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1620873457(NAD 83)
 BJ3798_MARKER: DE = TRAVERSE STATION DISK
 BJ3798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3798_SP_SET: CONCRETE POST
 BJ3798_STAMPING: 32D002 1973
 BJ3798_MARK LOGO: LADH  
 BJ3798_PROJECTION: FLUSH
 BJ3798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3798+STABILITY: SURFACE MOTION
 BJ3798
 BJ3798  HISTORY     - Date     Condition        Report By
 BJ3798  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3798  HISTORY     - 1983     GOOD             LADTD
 BJ3798
 BJ3798                          STATION DESCRIPTION
 BJ3798
 BJ3798'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3798'THE STATION IS LOCATED 1.2 MILES SOUTH OF LIVINGSTON, 5 MILES
 BJ3798'SOUTHWEST OF HOLDEN, AND 5 MILES NORTH OF FROST, IN THE
 BJ3798'NORTHWEST QUARTER OF SECTION 6, T7S, R5E, AND ON THE PROPERTY
 BJ3798'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3798'
 BJ3798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ3798'STATE HIGHWAY 63 IN LIVINGSTON, GO SOUTH ON STATE HIGHWAY 63
 BJ3798'FOR 2 MILES TO INTERSTATE 12 AND THE STATION, WHICH IS SET NEAR
 BJ3798'THE SOUTHEAST CORNER OF THE OVERPASS.
 BJ3798'
 BJ3798'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3798'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3798'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3798'GROUND.  IT IS STAMPED 32D002 1973.  IT IS 19 FEET EAST OF THE
 BJ3798'CENTER OF STATE HIGHWAY 63, 7 FEET SOUTHEAST OF THE SOUTHEAST
 BJ3798'CORNER OF AN OVERPASS, 5 FEET EAST OF A METAL GUARD RAIL, 4 FEET
 BJ3798'SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ3798'
 BJ3798'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3798
 BJ3798                          STATION RECOVERY (1983)
 BJ3798
 BJ3798'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3798'3.2 KM (2 MI) SOUTH FROM LIVINGSTON.
 BJ3798'ABOUT 3.2 KM (2 MI) SOUTH ON STATE HIGHWAY 63 FROM THE JUNCTION OF
 BJ3798'HIGHWAY 63 AND US HIGHWAY 190 IN LIVINGSTON TO THE JUNCTION OF
 BJ3798'HIGHWAY 63 AND THE INTERSTATE 12 OVERPASS, THE BENCH MARK IS SET NEAR
 BJ3798'THE SOUTHEAST CORNER OF THE OVERPASS ON THE LEFT, 5.8 METERS (19 FT)
 BJ3798'EAST OF THE CENTER OF STATE HIGHWAY 63, 2.1 METERS (7 FT) SOUTHEAST OF
 BJ3798'THE CORNER OF THE OVERPASS, AND 1.5 METERS (5 FT) EAST OF A METAL
 BJ3798'GUARDRAIL.
 BJ3798'THE MARK IS 1.22 METERS  SW FROM A WITNESS POST.
 BJ3798'THE MARK IS ABOVE LEVEL WITH THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3801 ***********************************************************************
 BJ3801  DESIGNATION -  32 D 003
 BJ3801  PID         -  BJ3801
 BJ3801  STATE/COUNTY-  LA/LIVINGSTON
 BJ3801  USGS QUAD   -  FROST (1980)
 BJ3801
 BJ3801                         *CURRENT SURVEY CONTROL
 BJ3801  ___________________________________________________________________
 BJ3801* NAD 83(1992)-  30 28 28.48669(N)    090 43 23.63539(W)     ADJUSTED  
 BJ3801* NAVD 88     -        17.2    (meters)      56.     (feet)  VERTCON   
 BJ3801  ___________________________________________________________________
 BJ3801  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3801  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ3801
 BJ3801  HORZ ORDER  -  SECOND
 BJ3801
 BJ3801.The horizontal coordinates were established by classical geodetic methods
 BJ3801.and adjusted by the National Geodetic Survey in January 1993..
 BJ3801
 BJ3801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3801
 BJ3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3801
 BJ3801.The geoid height was determined by GEOID03.
 BJ3801
 BJ3801;                    North         East     Units Scale Factor Converg.
 BJ3801;SPC LA S     -   219,029.271 1,058,581.662   MT  0.99995981   +0 18 18.2
 BJ3801;SPC LA S     -   718,598.53  3,473,030.00   sFT  0.99995981   +0 18 18.2
 BJ3801;UTM  15      - 3,373,577.610   718,564.784   MT  1.00018936   +1 09 18.5
 BJ3801
 BJ3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3801!SPC LA S     -   1.00000154  x   0.99995981  =   0.99996135
 BJ3801!UTM  15      -   1.00000154  x   1.00018936  =   1.00019090
 BJ3801
 BJ3801:                Primary Azimuth Mark                     Grid Az
 BJ3801:SPC LA S     -  32 E 001                                 080 05 41.0
 BJ3801:UTM  15      -  32 E 001                                 079 14 40.7
 BJ3801
 BJ3801|---------------------------------------------------------------------|
 BJ3801| PID    Reference Object                     Distance      Geod. Az  |
 BJ3801|                                                           dddmmss.s |
 BJ3801| BJ3805 32 E 001                            APPROX. 1.0 KM 0802359.2 |
 BJ3801| BJ3800 RED OAK AZ MK                       181.231 METERS 11923     |
 BJ3801| BJ3803 RED OAK                             312.936 METERS 31233     |
 BJ3801|---------------------------------------------------------------------|
 BJ3801
 BJ3801                          SUPERSEDED SURVEY CONTROL
 BJ3801
 BJ3801  NAD 83(1986)-  30 28 28.50400(N)    090 43 23.63320(W) AD(       ) 2
 BJ3801  NAD 27      -  30 28 27.81681(N)    090 43 23.29105(W) AD(       ) 2
 BJ3801  NGVD 29 (07/19/86)   17.2    (m)           56.     (f) VERT ANG       
 BJ3801
 BJ3801.Superseded values are not recommended for survey control.
 BJ3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3801.See file dsdata.txt to determine how the superseded data were derived.
 BJ3801
 BJ3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1856573578(NAD 83)
 BJ3801_MARKER: DE = TRAVERSE STATION DISK
 BJ3801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3801_SP_SET: CONCRETE POST
 BJ3801_STAMPING: 32D003 1973
 BJ3801_MARK LOGO: LADH  
 BJ3801_PROJECTION: FLUSH
 BJ3801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3801+STABILITY: SURFACE MOTION
 BJ3801
 BJ3801  HISTORY     - Date     Condition        Report By
 BJ3801  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3801  HISTORY     - 1983     GOOD             LADTD
 BJ3801
 BJ3801                          STATION DESCRIPTION
 BJ3801
 BJ3801'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3801'THE STATION IS LOCATED 2 MILES SOUTHEAST OF LIVINGSTON, 5 MILES
 BJ3801'SOUTHWEST OF HOLDEN, AND 5 MILES NORTH-NORTHEAST OF FROST, IN
 BJ3801'THE SOUTHEAST QUARTER OF SECTION 32, T6S, R5E, AND ON THE
 BJ3801'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3801'
 BJ3801'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ3801'STATE HIGHWAY 63 IN LIVINGSTON, GO EAST ALONG U.S. HIGHWAY 190
 BJ3801'FOR 0.5 MILE TO A BLACKTOP ROAD (RED OAK ROAD) ON THE RIGHT.  TURN
 BJ3801'RIGHT ON RED OAK ROAD AND GO SOUTH 3.0 MILES TO AN OVERPASS ON
 BJ3801'INTERSTATE 12.  THE STATION IS SET NEAR THE SOUTHEAST CORNER OF
 BJ3801'THE OVERPASS.
 BJ3801'
 BJ3801'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3801'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3801'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3801'GROUND.  IT IS STAMPED 32D003 1973.  IT IS 18 FEET SOUTHWEST OF
 BJ3801'A RIGHT-OF-WAY FENCE, 16 FEET EAST OF THE CENTER OF THE RED OAK
 BJ3801'ROAD, 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OVERPASS, 6
 BJ3801'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND 4 FEET
 BJ3801'NORTHEAST OF A METAL GUARD RAIL.
 BJ3801'
 BJ3801'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3801
 BJ3801                          STATION RECOVERY (1983)
 BJ3801
 BJ3801'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3801'5.6 KM (3.47 MI) EAST FROM LIVINGSTON.
 BJ3801'ABOUT 3.2 KM (2 MI) SOUTH ON STATE HIGHWAY 63 FROM THE JUNCTION OF
 BJ3801'HIGHWAY 63 AND US HIGHWAY 190 IN LIVINGSTON TO THE JUNCTION OF
 BJ3801'HIGHWAY 63 AND INTERSTATE 12, THENCE EAST (LEFT) FOR 2.4 KM (1.47 MI)
 BJ3801'TO THE BENCH MARK ON THE RIGHT NEAR THE OVERPASS AND RED OAK ROAD,
 BJ3801'5.5 METERS (18 FT) SOUTHWEST OF A RIGHT-OF-WAY FENCE, 4.9 METERS
 BJ3801'(16 FT) EASTOF THE CENTER OF RED OAK ROAD, 1.8 METERS (6 FT) SOUTHEAST
 BJ3801'OF THE SOUTHEAST CORNER OF THE OVERPASS, AND 1.2 METERS (4 FT)
 BJ3801'NORTHEAST OF A METAL GUARDRAIL.
 BJ3801'THE MARK IS 1.82 METERS  SE FROM A WITNESS POST.
 BJ3801'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3805 ***********************************************************************
 BJ3805  DESIGNATION -  32 E 001
 BJ3805  PID         -  BJ3805
 BJ3805  STATE/COUNTY-  LA/LIVINGSTON
 BJ3805  USGS QUAD   -  FROST (1980)
 BJ3805
 BJ3805                         *CURRENT SURVEY CONTROL
 BJ3805  ___________________________________________________________________
 BJ3805* NAD 83(1992)-  30 28 34.09331(N)    090 42 45.35493(W)     ADJUSTED  
 BJ3805* NAVD 88     -         9.4    (meters)      31.     (feet)  VERTCON   
 BJ3805  ___________________________________________________________________
 BJ3805  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ3805  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ3805
 BJ3805  HORZ ORDER  -  SECOND
 BJ3805
 BJ3805.The horizontal coordinates were established by classical geodetic methods
 BJ3805.and adjusted by the National Geodetic Survey in January 1993..
 BJ3805
 BJ3805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3805
 BJ3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3805
 BJ3805.The geoid height was determined by GEOID03.
 BJ3805
 BJ3805;                    North         East     Units Scale Factor Converg.
 BJ3805;SPC LA S     -   219,207.398 1,059,601.737   MT  0.99996003   +0 18 37.4
 BJ3805;SPC LA S     -   719,182.94  3,476,376.70   sFT  0.99996003   +0 18 37.4
 BJ3805;UTM  15      - 3,373,770.898   719,582.340   MT  1.00019486   +1 09 38.1
 BJ3805
 BJ3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3805!SPC LA S     -   1.00000277  x   0.99996003  =   0.99996280
 BJ3805!UTM  15      -   1.00000277  x   1.00019486  =   1.00019763
 BJ3805
 BJ3805:                Primary Azimuth Mark                     Grid Az
 BJ3805:SPC LA S     -  32 E 002                                 091 17 46.6
 BJ3805:UTM  15      -  32 E 002                                 090 26 45.9
 BJ3805
 BJ3805|---------------------------------------------------------------------|
 BJ3805| PID    Reference Object                     Distance      Geod. Az  |
 BJ3805|                                                           dddmmss.s |
 BJ3805| BJ3806 32 E 002                            APPROX. 1.1 KM 0913624.0 |
 BJ3805|---------------------------------------------------------------------|
 BJ3805
 BJ3805                          SUPERSEDED SURVEY CONTROL
 BJ3805
 BJ3805  NAD 83(1986)-  30 28 34.11054(N)    090 42 45.35258(W) AD(       ) 2
 BJ3805  NAD 27      -  30 28 33.42340(N)    090 42 45.01131(W) AD(       ) 2
 BJ3805  NGVD 29 (07/19/86)    9.4    (m)           31.     (f) VERT ANG       
 BJ3805
 BJ3805.Superseded values are not recommended for survey control.
 BJ3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3805.See file dsdata.txt to determine how the superseded data were derived.
 BJ3805
 BJ3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1958273771(NAD 83)
 BJ3805_MARKER: DE = TRAVERSE STATION DISK
 BJ3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3805_SP_SET: CONCRETE POST
 BJ3805_STAMPING: 32E001 1973
 BJ3805_MARK LOGO: LADH  
 BJ3805_PROJECTION: FLUSH
 BJ3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3805+STABILITY: SURFACE MOTION
 BJ3805
 BJ3805  HISTORY     - Date     Condition        Report By
 BJ3805  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3805  HISTORY     - 1984     GOOD             LADTD
 BJ3805
 BJ3805                          STATION DESCRIPTION
 BJ3805
 BJ3805'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3805'THE STATION IS LOCATED 3 MILES SOUTHEAST OF LIVINGSTON, 2 MILES
 BJ3805'SOUTHWEST OF HOLDEN, AND 5 MILES NORTH-NORTHEAST OF FROST, IN THE
 BJ3805'SOUTHWEST QUARTER OF SECTION 33, T6S, R5E, AND ON THE PROPERTY
 BJ3805'OWNED BY THE LA. DEPT. OF HIGHWAYS.
 BJ3805'
 BJ3805'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ3805'STATE HIGHWAY 63 SOUTH OF LIVINGSTON, GO EAST ALONG INTERSTATE
 BJ3805'12 FOR 2.1 MILES.  THE STATION IS SET NORTH OF THE HIGHWAY NEAR
 BJ3805'A RIGHT-OF-WAY FENCE.
 BJ3805'
 BJ3805'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3805'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BJ3805'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3805'GROUND.  IT IS STAMPED 32E001 1973.  IT IS 103 FEET NORTH OF THE
 BJ3805'CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 19 FEET
 BJ3805'WEST-NORTHWEST OF A 16-INCH PINE TREE, 4 FEET WEST OF A METAL
 BJ3805'WITNESS POST AND SIGN, AND 3 FEET SOUTH OF A RIGHT-OF-WAY
 BJ3805'FENCE.
 BJ3805'
 BJ3805'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3805
 BJ3805                          STATION RECOVERY (1984)
 BJ3805
 BJ3805'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3805'3.2 KM (2 MI) SW FROM HOLDEN.
 BJ3805'ABOUT 3.4 KM (2.1 MILES) EAST ALONG INTERSTATE 12 FROM THE INTERCHANGE
 BJ3805'ON INTERSTATE 12 AND STATE HIGHWAY 63 SOUTH OF LIVINGSTON TO THE MARK
 BJ3805'ON THE LEFT, 31.4 METERS (103 FEET) NORTH OF THE CENTER OF THE
 BJ3805'WESTBOUND LANE ON INTERSTATE 12, 5.8 METERS (19 FEET) WEST NORTHWEST
 BJ3805'OF A 16 INCH PINE TREE, AND 0.9 METERS (3 FEET) SOUTH OF A RIGHT OF
 BJ3805'WAY FENCE.
 BJ3805'THE MARK IS 1.22 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3806 ***********************************************************************
 BJ3806  DESIGNATION -  32 E 002
 BJ3806  PID         -  BJ3806
 BJ3806  STATE/COUNTY-  LA/LIVINGSTON
 BJ3806  USGS QUAD   -  FROST (1980)
 BJ3806
 BJ3806                         *CURRENT SURVEY CONTROL
 BJ3806  ___________________________________________________________________
 BJ3806* NAD 83(1992)-  30 28 33.11172(N)    090 42 05.02305(W)     ADJUSTED  
 BJ3806* NAVD 88     -        11.8    (meters)      39.     (feet)  VERTCON   
 BJ3806  ___________________________________________________________________
 BJ3806  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ3806  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ3806
 BJ3806  HORZ ORDER  -  SECOND
 BJ3806
 BJ3806.The horizontal coordinates were established by classical geodetic methods
 BJ3806.and adjusted by the National Geodetic Survey in January 1993..
 BJ3806
 BJ3806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3806
 BJ3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3806
 BJ3806.The geoid height was determined by GEOID03.
 BJ3806
 BJ3806;                    North         East     Units Scale Factor Converg.
 BJ3806;SPC LA S     -   219,183.052 1,060,677.612   MT  0.99995999   +0 18 57.5
 BJ3806;SPC LA S     -   719,103.06  3,479,906.47   sFT  0.99995999   +0 18 57.5
 BJ3806;UTM  15      - 3,373,762.518   720,658.714   MT  1.00020070   +1 09 58.6
 BJ3806
 BJ3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3806!SPC LA S     -   1.00000239  x   0.99995999  =   0.99996238
 BJ3806!UTM  15      -   1.00000239  x   1.00020070  =   1.00020309
 BJ3806
 BJ3806:                Primary Azimuth Mark                     Grid Az
 BJ3806:SPC LA S     -  32 E 001                                 271 17 47.0
 BJ3806:UTM  15      -  32 E 001                                 270 26 45.9
 BJ3806
 BJ3806|---------------------------------------------------------------------|
 BJ3806| PID    Reference Object                     Distance      Geod. Az  |
 BJ3806|                                                           dddmmss.s |
 BJ3806| BJ3805 32 E 001                            APPROX. 1.1 KM 2713644.5 |
 BJ3806|---------------------------------------------------------------------|
 BJ3806
 BJ3806                          SUPERSEDED SURVEY CONTROL
 BJ3806
 BJ3806  NAD 83(1986)-  30 28 33.12887(N)    090 42 05.02066(W) AD(       ) 2
 BJ3806  NAD 27      -  30 28 32.44141(N)    090 42 04.68070(W) AD(       ) 2
 BJ3806  NGVD 29 (07/19/86)   11.8    (m)           39.     (f) VERT ANG       
 BJ3806
 BJ3806.Superseded values are not recommended for survey control.
 BJ3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3806.See file dsdata.txt to determine how the superseded data were derived.
 BJ3806
 BJ3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2065973763(NAD 83)
 BJ3806_MARKER: DE = TRAVERSE STATION DISK
 BJ3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3806_SP_SET: CONCRETE POST
 BJ3806_STAMPING: 32E002 1973
 BJ3806_MARK LOGO: LADH  
 BJ3806_PROJECTION: FLUSH
 BJ3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3806+STABILITY: SURFACE MOTION
 BJ3806
 BJ3806  HISTORY     - Date     Condition        Report By
 BJ3806  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3806  HISTORY     - 1983     GOOD             LADTD
 BJ3806
 BJ3806                          STATION DESCRIPTION
 BJ3806
 BJ3806'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3806'THE STATION IS LOCATED 3 MILES SOUTHEAST OF LIVINGSTON, 2
 BJ3806'MILES SOUTHWEST OF HOLDEN, AND 5 MILES NORTHEAST OF FROST, IN
 BJ3806'THE SOUTHWEST QUARTER OF SECTION 34, T6S, R5E, AND ON THE
 BJ3806'PROPERTY OWNED BY THE LA. DEPARTMENT OF HIGHWAYS.
 BJ3806'
 BJ3806'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12
 BJ3806'AND STATE HIGHWAY 63 SOUTH OF LIVINGSTON, GO EAST ALONG
 BJ3806'INTERSTATE 12 FOR 3 MILES TO THE HOG BRANCH BRIDGE.  THE
 BJ3806'STATION IS SET NEAR THE NORTHEAST END OF THE BRIDGE ON THE
 BJ3806'WESTBOUND LANE ON INTERSTATE 12.
 BJ3806'
 BJ3806'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3806'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 BJ3806'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ3806'FLUSH WITH THE GROUND.  IT IS STAMPED 32E002 1973.  IT IS 24
 BJ3806'FEET NORTH OF THE CENTER OF THE WESTBOUND LANE ON INTERSTATE
 BJ3806'12, 9 FEET NORTHEAST OF THE NORTHEAST END OF THE BRIDGE ON
 BJ3806'THE WESTBOUND LANE, 9 FEET NORTH OF A METAL GUARD RAIL, 3.5
 BJ3806'FEET NORTHEAST OF THE BRIDGE ABUTMENT, 3.5 FEET NORTHEAST OF
 BJ3806'A METAL WITNESS POST.
 BJ3806'
 BJ3806'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3806
 BJ3806                          STATION RECOVERY (1983)
 BJ3806
 BJ3806'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3806'8.05 KM (5 MI) EAST FROM LIVINGSTON.
 BJ3806'ABOUT 3.2 KM (2 MI) SOUTH ON STATE HIGHWAY 6O FROM THE JUNCTION OF
 BJ3806'HIGHWAY 63 AND US HIGHWAY 190 IN LIVINGSTON TO THE JUNCTION OF
 BJ3806'HIGHWAY 63 AND INTERSTATE 12, THENCE EAST (LEFT) ALONG INTERSTATE 12
 BJ3806'FOR 4.8 KM (3 MI) TO THE BENCH MARK ON THE LEFT NEAR THE NORTHEAST END
 BJ3806'OF THE BRIDGE ON THE WESTBOUND LANE OF INTERSTATE 12, 7.3 METERS
 BJ3806'(24 FT) NORTH OF THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 12,
 BJ3806'2.74 METERS (9 FT) NORTHEAST OF THE NORTHEAST END OF THE BRIDGE ON THE
 BJ3806'WESTBOUND LANE, 2.74 METERS (9 FT) NORTH OF A METAL GUARD AND
 BJ3806'1.07 METERS (3.5 FT) NORTHEAST OF THE BRIDGE ABUTMENT.
 BJ3806'THE MARK IS 1.07 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3807 ***********************************************************************
 BJ3807  DESIGNATION -  32 E 003
 BJ3807  PID         -  BJ3807
 BJ3807  STATE/COUNTY-  LA/LIVINGSTON
 BJ3807  USGS QUAD   -  FROST (1980)
 BJ3807
 BJ3807                         *CURRENT SURVEY CONTROL
 BJ3807  ___________________________________________________________________
 BJ3807* NAD 83(1992)-  30 28 29.79085(N)    090 41 03.66208(W)     ADJUSTED  
 BJ3807* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 BJ3807  ___________________________________________________________________
 BJ3807  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ3807  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ3807
 BJ3807  HORZ ORDER  -  SECOND
 BJ3807
 BJ3807.The horizontal coordinates were established by classical geodetic methods
 BJ3807.and adjusted by the National Geodetic Survey in January 1993..
 BJ3807
 BJ3807.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3807
 BJ3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3807
 BJ3807.The geoid height was determined by GEOID03.
 BJ3807
 BJ3807;                    North         East     Units Scale Factor Converg.
 BJ3807;SPC LA S     -   219,089.940 1,062,314.778   MT  0.99995986   +0 19 28.2
 BJ3807;SPC LA S     -   718,797.58  3,485,277.73   sFT  0.99995986   +0 19 28.2
 BJ3807;UTM  15      - 3,373,693.696   722,297.483   MT  1.00020966   +1 10 29.6
 BJ3807
 BJ3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3807!SPC LA S     -   1.00000266  x   0.99995986  =   0.99996252
 BJ3807!UTM  15      -   1.00000266  x   1.00020966  =   1.00021232
 BJ3807
 BJ3807:                Primary Azimuth Mark                     Grid Az
 BJ3807:SPC LA S     -  32 E 004                                 092 27 54.4
 BJ3807:UTM  15      -  32 E 004                                 091 36 53.0
 BJ3807
 BJ3807|---------------------------------------------------------------------|
 BJ3807| PID    Reference Object                     Distance      Geod. Az  |
 BJ3807|                                                           dddmmss.s |
 BJ3807| BJ3808 32 E 004                            APPROX. 1.6 KM 0924722.6 |
 BJ3807|---------------------------------------------------------------------|
 BJ3807
 BJ3807                          SUPERSEDED SURVEY CONTROL
 BJ3807
 BJ3807  NAD 83(1986)-  30 28 29.80790(N)    090 41 03.65977(W) AD(       ) 2
 BJ3807  NAD 27      -  30 28 29.12085(N)    090 41 03.32135(W) AD(       ) 2
 BJ3807  NGVD 29 (07/19/86)   10.1    (m)           33.     (f) VERT ANG       
 BJ3807
 BJ3807.Superseded values are not recommended for survey control.
 BJ3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3807.See file dsdata.txt to determine how the superseded data were derived.
 BJ3807
 BJ3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2229773694(NAD 83)
 BJ3807_MARKER: DE = TRAVERSE STATION DISK
 BJ3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3807_SP_SET: CONCRETE POST
 BJ3807_STAMPING: 32E003 LADH
 BJ3807_MARK LOGO: LADH  
 BJ3807_PROJECTION: FLUSH
 BJ3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3807+STABILITY: SURFACE MOTION
 BJ3807
 BJ3807  HISTORY     - Date     Condition        Report By
 BJ3807  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3807  HISTORY     - 1983     GOOD             LADTD
 BJ3807
 BJ3807                          STATION DESCRIPTION
 BJ3807
 BJ3807'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3807'THE STATION IS LOCATED 2 MILES SOUTH OF HOLDEN, 4 MILES
 BJ3807'SOUTHEAST OF LIVINGSTON, AND 5.5 MILES NORTHEAST OF FROST,
 BJ3807'IN THE SOUTHEAST QUARTER OF SECTION 34, T6S, R5E, AND ON THE
 BJ3807'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3807'
 BJ3807'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12
 BJ3807'AND STATE HIGHWAY 63 SOUTH OF LIVINGSTON, GO EAST ALONG
 BJ3807'INTERSTATE 12 FOR 3.7 MILES.  THE STATION IS SET ON THE RIGHT
 BJ3807'AND SOUTH OF THE HIGHWAY NEAR A CULVERT.
 BJ3807'
 BJ3807'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3807'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 BJ3807'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3807'WITH THE GROUND.  IT IS STAMPED 32E003 1973.  IT IS 33 FEET
 BJ3807'SOUTH OF THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 12,
 BJ3807'32 FEET NORTHWEST OF THE EAST END OF THE HEADWALL ON A
 BJ3807'CROSSDRAIN, 23 FEET NORTHEAST OF THE EAST END OF A CROSSDRAIN,
 BJ3807'AND 4 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ3807'
 BJ3807'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3807
 BJ3807                          STATION RECOVERY (1983)
 BJ3807
 BJ3807'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3807'9.7 KM (6 MI) EAST FROM LIVINGSTON.
 BJ3807'ABOUT 3.2 KM (2 MI) SOUTH ON STATE HIGHWAY 63 FROM THE JUNCTION OF
 BJ3807'HIGHWAY 63 AND US HIGHWAY 190 IN LIVINGSTON TO THE JUNCTION OF
 BJ3807'HIGHWAY 6O AND INTERSTATE 12 THENCE EAST (LEFT) ALONG INTERSTATE 12
 BJ3807'FOR 6.4 KM (4 MI) TO THE BENCH MARK ON THE RIGHT AND SOUTH OF
 BJ3807'INTERSTATE 12 NEAR A CULVERT, 10.0 METERS (33 FT) SOUTH OF THE CENTER
 BJ3807'OF THE EASTBOUND LANE ON INTERSTATE 12, 9.8 METERS (32 FT) NORTHWEST
 BJ3807'OF THE EAST END OF THE HEADWALL ON A CROSS DRAIN, AND 7.0 METERS
 BJ3807'(23 FT) NORTHEAST OF THE EAST END OF A CROSS DRAIN.
 BJ3807'THE MARK IS 1.21 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3808 ***********************************************************************
 BJ3808  DESIGNATION -  32 E 004
 BJ3808  PID         -  BJ3808
 BJ3808  STATE/COUNTY-  LA/LIVINGSTON
 BJ3808  USGS QUAD   -  FROST (1980)
 BJ3808
 BJ3808                         *CURRENT SURVEY CONTROL
 BJ3808  ___________________________________________________________________
 BJ3808* NAD 83(1992)-  30 28 27.24633(N)    090 40 03.46468(W)     ADJUSTED  
 BJ3808* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 BJ3808  ___________________________________________________________________
 BJ3808  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ3808  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ3808
 BJ3808  HORZ ORDER  -  SECOND
 BJ3808
 BJ3808.The horizontal coordinates were established by classical geodetic methods
 BJ3808.and adjusted by the National Geodetic Survey in January 1993..
 BJ3808
 BJ3808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3808
 BJ3808.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3808
 BJ3808.The geoid height was determined by GEOID03.
 BJ3808
 BJ3808;                    North         East     Units Scale Factor Converg.
 BJ3808;SPC LA S     -   219,020.798 1,063,920.800   MT  0.99995976   +0 19 58.3
 BJ3808;SPC LA S     -   718,570.73  3,490,546.82   sFT  0.99995976   +0 19 58.3
 BJ3808;UTM  15      - 3,373,648.387   723,904.763   MT  1.00021851   +1 11 00.1
 BJ3808
 BJ3808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3808!SPC LA S     -   1.00000255  x   0.99995976  =   0.99996231
 BJ3808!UTM  15      -   1.00000255  x   1.00021851  =   1.00022106
 BJ3808
 BJ3808:                Primary Azimuth Mark                     Grid Az
 BJ3808:SPC LA S     -  CAT AZ MK                                086 54 06.6
 BJ3808:UTM  15      -  CAT AZ MK                                086 03 04.8
 BJ3808
 BJ3808|---------------------------------------------------------------------|
 BJ3808| PID    Reference Object                     Distance      Geod. Az  |
 BJ3808|                                                           dddmmss.s |
 BJ3808| BJ3809 CAT AZ MK                           APPROX. 2.0 KM 0871404.9 |
 BJ3808|---------------------------------------------------------------------|
 BJ3808
 BJ3808                          SUPERSEDED SURVEY CONTROL
 BJ3808
 BJ3808  NAD 83(1986)-  30 28 27.26329(N)    090 40 03.46245(W) AD(       ) 2
 BJ3808  NAD 27      -  30 28 26.57541(N)    090 40 03.12563(W) AD(       ) 2
 BJ3808  NGVD 29 (07/19/86)   10.8    (m)           35.     (f) VERT ANG       
 BJ3808
 BJ3808.Superseded values are not recommended for survey control.
 BJ3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3808.See file dsdata.txt to determine how the superseded data were derived.
 BJ3808
 BJ3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2390573648(NAD 83)
 BJ3808_MARKER: DE = TRAVERSE STATION DISK
 BJ3808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3808_SP_SET: CONCRETE POST
 BJ3808_STAMPING: 32E004 1973
 BJ3808_MARK LOGO: LADH  
 BJ3808_PROJECTION: FLUSH
 BJ3808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3808+STABILITY: SURFACE MOTION
 BJ3808
 BJ3808  HISTORY     - Date     Condition        Report By
 BJ3808  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3808  HISTORY     - 1984     GOOD             LADTD
 BJ3808
 BJ3808                          STATION DESCRIPTION
 BJ3808
 BJ3808'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3808'THE STATION IS LOCATED 5 MILES SOUTHEAST OF LIVINGSTON, 2
 BJ3808'MILES SOUTH OF HOLDEN, AND 6 MILES NORTHEAST OF FROST, IN
 BJ3808'THE NORTHEAST QUARTER OF SECTION 2, T7S, R5E, AND ON THE
 BJ3808'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3808'
 BJ3808'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12
 BJ3808'AND STATE HIGHWAY 63 SOUTH OF LIVINGSTON, GO EAST ALONG
 BJ3808'INTERSTATE 12 FOR 4.7 MILES TO A REST AREA ON THE RIGHT.  THE
 BJ3808'STATION IS SET IN THE REST AREA NEAR A CONCRETE DRIVE.
 BJ3808'
 BJ3808'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3808'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 BJ3808'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ3808'FLUSH WITH THE GROUND.  IT IS STAMPED 32E004 1973.  IT IS
 BJ3808'103 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE ON
 BJ3808'INTERSTATE 12, 23 FEET NORTH OF THE CENTER OF A CONCRETE
 BJ3808'DRIVE TO THE REST AREA, AND 3 FEET EAST OF A METAL WITNESS
 BJ3808'POST AND SIGN.
 BJ3808'
 BJ3808'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3808
 BJ3808                          STATION RECOVERY (1984)
 BJ3808
 BJ3808'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3808'3.2 KM (2 MI) SOUTH FROM HOLDEN.
 BJ3808'ABOUT 7.6 KM (4.7 MILES) EAST ALONG INTERSTATE 12 FROM THE JUNCTION OF
 BJ3808'INTERSTATE 12 AND STATE HIGHWAY 63 SOUTH OF LIVINGSTON TO THE MARK ON
 BJ3808'THE RIGHT SET IN THE REST AREA, 31.4 METERS (103 FEET) SOUTH OF THE
 BJ3808'CENTER OF THE EASTBOUND LANE ON INTERSTATE 12, AND 7.0 METERS (23
 BJ3808'FEET) NORTH OF THE CENTER OF A CONCRETE DRIVE LEADING TO THE REST
 BJ3808'AREA.
 BJ3808'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3812 ***********************************************************************
 BJ3812  DESIGNATION -  32 E 005
 BJ3812  PID         -  BJ3812
 BJ3812  STATE/COUNTY-  LA/LIVINGSTON
 BJ3812  USGS QUAD   -  FROST (1980)
 BJ3812
 BJ3812                         *CURRENT SURVEY CONTROL
 BJ3812  ___________________________________________________________________
 BJ3812* NAD 83(1992)-  30 28 27.86637(N)    090 38 33.91997(W)     ADJUSTED  
 BJ3812* NAVD 88     -        17.2    (meters)      56.     (feet)  VERTCON   
 BJ3812  ___________________________________________________________________
 BJ3812  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3812  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3812
 BJ3812  HORZ ORDER  -  SECOND
 BJ3812
 BJ3812.The horizontal coordinates were established by classical geodetic methods
 BJ3812.and adjusted by the National Geodetic Survey in January 1993..
 BJ3812
 BJ3812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3812
 BJ3812.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3812
 BJ3812.The geoid height was determined by GEOID03.
 BJ3812
 BJ3812;                    North         East     Units Scale Factor Converg.
 BJ3812;SPC LA S     -   219,054.025 1,066,309.008   MT  0.99995978   +0 20 43.1
 BJ3812;SPC LA S     -   718,679.75  3,498,382.14   sFT  0.99995978   +0 20 43.1
 BJ3812;UTM  15      - 3,373,717.082   726,292.849   MT  1.00023178   +1 11 45.6
 BJ3812
 BJ3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3812!SPC LA S     -   1.00000154  x   0.99995978  =   0.99996132
 BJ3812!UTM  15      -   1.00000154  x   1.00023178  =   1.00023332
 BJ3812
 BJ3812|---------------------------------------------------------------------|
 BJ3812| PID    Reference Object                     Distance      Geod. Az  |
 BJ3812|                                                           dddmmss.s |
 BJ3812| BJ3813 CAT                                 338.787 METERS 17656     |
 BJ3812| BJ3809 CAT AZ MK                           367.467 METERS 28222     |
 BJ3812|---------------------------------------------------------------------|
 BJ3812
 BJ3812                          SUPERSEDED SURVEY CONTROL
 BJ3812
 BJ3812  NAD 83(1986)-  30 28 27.88322(N)    090 38 33.91784(W) AD(       ) 2
 BJ3812  NAD 27      -  30 28 27.19555(N)    090 38 33.58317(W) AD(       ) 2
 BJ3812  NGVD 29 (07/19/86)   17.2    (m)           56.     (f) VERT ANG       
 BJ3812
 BJ3812.Superseded values are not recommended for survey control.
 BJ3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3812.See file dsdata.txt to determine how the superseded data were derived.
 BJ3812
 BJ3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2629373717(NAD 83)
 BJ3812_MARKER: DE = TRAVERSE STATION DISK
 BJ3812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3812_SP_SET: CONCRETE POST
 BJ3812_STAMPING: 32E005 1973
 BJ3812_MARK LOGO: LADH  
 BJ3812_PROJECTION: FLUSH
 BJ3812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3812+STABILITY: SURFACE MOTION
 BJ3812
 BJ3812  HISTORY     - Date     Condition        Report By
 BJ3812  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3812  HISTORY     - 1984     GOOD             LADTD
 BJ3812
 BJ3812                          STATION DESCRIPTION
 BJ3812
 BJ3812'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3812'THE STATION IS LOCATED 3 MILES SOUTHEAST OF HOLDEN, 4.5
 BJ3812'MILES SOUTHWEST OF ALBANY, AND 7 MILES NORTHWEST OF
 BJ3812'SPRINGFIELD, IN THE NORTHEAST QUARTER OF SECTION 6, T7S, R5E,
 BJ3812'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ3812'OF HIGHWAYS.
 BJ3812'
 BJ3812'TO REACH THE STATION FROM HOLDEN, TAKE STATE HIGHWAY 441
 BJ3812'SOUTHEAST FOR 3 MILES TO INTERCHANGE ON INTERSTATE 12.  THE
 BJ3812'MARK IS NEAR THE SOUTHEAST CORNER OF THE OVERPASS ON STATE
 BJ3812'HIGHWAY 441 OVER INTERSTATE 12.
 BJ3812'
 BJ3812'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3812'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 BJ3812'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ3812'FLUSH WITH THE GROUND.  IT IS STAMPED 32E005 1973.  IT IS 70
 BJ3812'FEET EAST-SOUTHEAST OF THE CENTER OF AN EXPANSION JOINT ON
 BJ3812'THE OVERPASS ON STATE HIGHWAY 441, 22 FEET SOUTH OF THE
 BJ3812'EASTBOUND LANE OF INTERSTATE 12, 22 FEET EAST OF THE
 BJ3812'CENTERLINE OF STATE HIGHWAY 441, 8 FEET EAST OF A METAL GUARD
 BJ3812'RAIL, 3.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ3812'
 BJ3812'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3812
 BJ3812                          STATION RECOVERY (1984)
 BJ3812
 BJ3812'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3812'4.2 KM (2.6 MI) SE FROM HOLDEN.
 BJ3812'ABOUT 4.2 KM (2.6 MI) SOUTHEAST ALONG STATE HIGHWAY 441 FROM THE
 BJ3812'JUNCTION OF US HIGHWAY 190 AND STATE HIGHWAY 441 TO THE MARK ON THE
 BJ3812'LEFT WHICH IS NEAR THE SOUTHEAST CORNER OF THE OVERPASS ON STATE
 BJ3812'HIGHWAY 441 OVER INTERSTATE 12, 21.3 METERS (70 FT) EAST-SOUTHEAST OF
 BJ3812'THE CENTER OF AN EXPANSION JOINT ON THE OVERPASS ON STATE HIGHWAY 441,
 BJ3812'6.7 METERS (22 FT) SOUTH OF THE EASTBOUND LANE OF INTERSTATE 12,
 BJ3812'6.7 METERS (22 FT) EAST OF THE CENTER LINE OF STATE HIGHWAY 441, AND
 BJ3812'2.4 METERS (8 FT) EAST OF A METAL GUARDRAIL.
 BJ3812'THE MARK IS 1.06 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0280 ***********************************************************************
 BJ0280  DESIGNATION -  32 EABPL
 BJ0280  PID         -  BJ0280
 BJ0280  STATE/COUNTY-  LA/IBERVILLE
 BJ0280  USGS QUAD   -  MARINGOUIN (1992)
 BJ0280
 BJ0280                         *CURRENT SURVEY CONTROL
 BJ0280  ___________________________________________________________________
 BJ0280* NAD 83(1986)-  30 24 18.     (N)    091 31 04.     (W)     SCALED    
 BJ0280* NAVD 88     -         4.910  (meters)      16.11   (feet)  ADJUSTED  
 BJ0280  ___________________________________________________________________
 BJ0280  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0280  DYNAMIC HT  -           4.904 (meters)      16.09  (feet)  COMP
 BJ0280  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 BJ0280
 BJ0280  VERT ORDER  -  FIRST     CLASS I
 BJ0280
 BJ0280.The horizontal coordinates were scaled from a topographic map and have
 BJ0280.an estimated accuracy of +/- 6 seconds.
 BJ0280
 BJ0280.The orthometric height was determined by differential leveling
 BJ0280.and adjusted by the National Geodetic Survey in February 1994..
 BJ0280
 BJ0280.The geoid height was determined by GEOID03.
 BJ0280
 BJ0280.The dynamic height is computed by dividing the NAVD 88
 BJ0280.geopotential number by the normal gravity value computed on the
 BJ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0280.degrees latitude (g = 980.6199 gals.).
 BJ0280
 BJ0280.The modeled gravity was interpolated from observed gravity values.
 BJ0280
 BJ0280;                    North         East    Units  Estimated Accuracy
 BJ0280;SPC LA S     -   211,170.      982,280.      MT  (+/- 180 meters Scaled)
 BJ0280
 BJ0280                          SUPERSEDED SURVEY CONTROL
 BJ0280
 BJ0280  NGVD 29 (??/??/??)    4.927  (m)           16.16   (f) ADJUSTED    1 1
 BJ0280
 BJ0280.Superseded values are not recommended for survey control.
 BJ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0280.See file dsdata.txt to determine how the superseded data were derived.
 BJ0280
 BJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP423645(NAD 83)
 BJ0280_MARKER: DD = SURVEY DISK
 BJ0280_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0280_SP_SET: 94 FT IRON PIPE
 BJ0280_STAMPING: PBM 32 EABPL 1976 USE
 BJ0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0280
 BJ0280  HISTORY     - Date     Condition        Report By
 BJ0280  HISTORY     - 1976     MONUMENTED       USE
 BJ0280  HISTORY     - 1976     GOOD             NGS
 BJ0280
 BJ0280                          STATION DESCRIPTION
 BJ0280
 BJ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0280'0.7 MI NORTH FROM RAMAH.
 BJ0280'0.7 MILE NORTH ALONG A LEVEE ROAD FROM THE WEST BOUND LANES
 BJ0280'CONCRETE OVERPASS OF INTERSTATE HIGHWAY 10, 0.05 MILE NORTH OF A
 BJ0280'SHARP CURVE, 109 FT EAST OF THE CENTER LINE OF THE ROAD, A 1-INCH
 BJ0280'IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 94 FT ENCASED IN A 2-INCH
 BJ0280'IRON PIPE BORED TO A DEPTH OF 73 FT WITH A 3-INCH SCREW CAP FOR ACCESS
 BJ0280'THE SCREW CAP PROJECTS 22 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3814 ***********************************************************************
 BJ3814  DESIGNATION -  32 F 001
 BJ3814  PID         -  BJ3814
 BJ3814  STATE/COUNTY-  LA/LIVINGSTON
 BJ3814  USGS QUAD   -  SPRINGFIELD (1994)
 BJ3814
 BJ3814                         *CURRENT SURVEY CONTROL
 BJ3814  ___________________________________________________________________
 BJ3814* NAD 83(1992)-  30 28 29.09984(N)    090 37 18.77992(W)     ADJUSTED  
 BJ3814* NAVD 88     -        11.5    (meters)      38.     (feet)  VERTCON   
 BJ3814  ___________________________________________________________________
 BJ3814  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3814  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3814
 BJ3814  HORZ ORDER  -  SECOND
 BJ3814
 BJ3814.The horizontal coordinates were established by classical geodetic methods
 BJ3814.and adjusted by the National Geodetic Survey in January 1993..
 BJ3814
 BJ3814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3814
 BJ3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3814
 BJ3814.The geoid height was determined by GEOID03.
 BJ3814
 BJ3814;                    North         East     Units Scale Factor Converg.
 BJ3814;SPC LA S     -   219,104.268 1,068,312.891   MT  0.99995983   +0 21 20.6
 BJ3814;SPC LA S     -   718,844.59  3,504,956.54   sFT  0.99995983   +0 21 20.6
 BJ3814;UTM  15      - 3,373,797.096   728,296.320   MT  1.00024301   +1 12 23.8
 BJ3814
 BJ3814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3814!SPC LA S     -   1.00000243  x   0.99995983  =   0.99996226
 BJ3814!UTM  15      -   1.00000243  x   1.00024301  =   1.00024544
 BJ3814
 BJ3814:                Primary Azimuth Mark                     Grid Az
 BJ3814:SPC LA S     -  32 F 002                                 086 58 57.9
 BJ3814:UTM  15      -  32 F 002                                 086 07 54.7
 BJ3814
 BJ3814|---------------------------------------------------------------------|
 BJ3814| PID    Reference Object                     Distance      Geod. Az  |
 BJ3814|                                                           dddmmss.s |
 BJ3814| BJ3815 32 F 002                            APPROX. 1.9 KM 0872018.5 |
 BJ3814|---------------------------------------------------------------------|
 BJ3814
 BJ3814                          SUPERSEDED SURVEY CONTROL
 BJ3814
 BJ3814  NAD 83(1986)-  30 28 29.11661(N)    090 37 18.77775(W) AD(       ) 2
 BJ3814  NAD 27      -  30 28 28.42891(N)    090 37 18.44484(W) AD(       ) 2
 BJ3814  NGVD 29 (07/19/86)   11.5    (m)           38.     (f) VERT ANG       
 BJ3814
 BJ3814.Superseded values are not recommended for survey control.
 BJ3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3814.See file dsdata.txt to determine how the superseded data were derived.
 BJ3814
 BJ3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2829673797(NAD 83)
 BJ3814_MARKER: DE = TRAVERSE STATION DISK
 BJ3814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3814_SP_SET: CONCRETE POST
 BJ3814_STAMPING: 32F001 1973
 BJ3814_MARK LOGO: LADH  
 BJ3814_PROJECTION: FLUSH
 BJ3814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3814+STABILITY: SURFACE MOTION
 BJ3814
 BJ3814  HISTORY     - Date     Condition        Report By
 BJ3814  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3814  HISTORY     - 1984     GOOD             LADTD
 BJ3814
 BJ3814                          STATION DESCRIPTION
 BJ3814
 BJ3814'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3814'THE STATION IS LOCATED 8.5 MILES SOUTHEAST OF LIVINGSTON,
 BJ3814'3 MILES SOUTHWEST OF ALBANY, AND 5 MILES NORTHWEST OF
 BJ3814'SPRINGFIELD, IN THE SOUTHWEST QUARTER OF SECTION 33, T6S, R6E,
 BJ3814'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ3814'OF HIGHWAYS.
 BJ3814'
 BJ3814'TO REACH THE STATION FROM THE STATE HIGHWAY 43 INTERCHANGE ON
 BJ3814'INTERSTATE 12, GO WEST ALONG INTERSTATE 12 FOR 2.1 MILES.  THE
 BJ3814'STATION IS SET IN THE MEDIAN NEAR A CATCH BASIN.
 BJ3814'
 BJ3814'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3814'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 BJ3814'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3814'WITH THE GROUND.  IT IS STAMPED 32F001 1973.  IT IS 64 FEET
 BJ3814'SOUTH OF THE WESTBOUND LANE ON INTERSTATE 12, 24 FEET NORTH
 BJ3814'OF THE EASTBOUND LANE ON INTERSTATE 12, 20 FEET SOUTH OF A
 BJ3814'METAL CATCH BASIN, AND 4.5 FEET EAST OF A METAL WITNESS POST
 BJ3814'AND SIGN.
 BJ3814'
 BJ3814'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3814
 BJ3814                          STATION RECOVERY (1984)
 BJ3814
 BJ3814'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3814'7.1 KM (4.42 MI) WEST FROM ALBANY.
 BJ3814'ABOUT 2.9 KM (1.8 MI) SOUTH ON STATE HIGHWAY 43 FROM THE JUNCTION OF
 BJ3814'HIGHWAY 43 AND US HIGHWAY 190 IN ALBANY TO THE JUNCTION OF HIGHWAY 43
 BJ3814'AND INTERSTATE 12, THENCE WEST (RIGHT) FOR 4.2 KM (2.62 MI) TO THE
 BJ3814'MARK ON THE LEFT, 19.5 METERS (64 FT) SOUTH OF THE WESTBOUND LANE ON
 BJ3814'INTERSTATE 12, 7.3 METERS (24 FT) NORTH OF THE EASTBOUND LANE ON
 BJ3814'INTERSTATE 12, AND 6.1 METERS (20 FT) SOUTH OF A METAL CATCH BASIN.
 BJ3814'THE MARK IS 1.37 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3815 ***********************************************************************
 BJ3815  DESIGNATION -  32 F 002
 BJ3815  PID         -  BJ3815
 BJ3815  STATE/COUNTY-  LA/LIVINGSTON
 BJ3815  USGS QUAD   -  SPRINGFIELD (1994)
 BJ3815
 BJ3815                         *CURRENT SURVEY CONTROL
 BJ3815  ___________________________________________________________________
 BJ3815* NAD 83(1992)-  30 28 31.89980(N)    090 36 09.11213(W)     ADJUSTED  
 BJ3815* NAVD 88     -        10.6    (meters)      35.     (feet)  VERTCON   
 BJ3815  ___________________________________________________________________
 BJ3815  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ3815  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3815
 BJ3815  HORZ ORDER  -  SECOND
 BJ3815
 BJ3815.The horizontal coordinates were established by classical geodetic methods
 BJ3815.and adjusted by the National Geodetic Survey in January 1993..
 BJ3815
 BJ3815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3815
 BJ3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3815
 BJ3815.The geoid height was determined by GEOID03.
 BJ3815
 BJ3815;                    North         East     Units Scale Factor Converg.
 BJ3815;SPC LA S     -   219,202.180 1,070,170.496   MT  0.99995995   +0 21 55.5
 BJ3815;SPC LA S     -   719,165.82  3,511,051.04   sFT  0.99995995   +0 21 55.5
 BJ3815;UTM  15      - 3,373,922.622   730,152.802   MT  1.00025351   +1 12 59.3
 BJ3815
 BJ3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3815!SPC LA S     -   1.00000257  x   0.99995995  =   0.99996252
 BJ3815!UTM  15      -   1.00000257  x   1.00025351  =   1.00025609
 BJ3815
 BJ3815:                Primary Azimuth Mark                     Grid Az
 BJ3815:SPC LA S     -  32 F 003                                 082 19 36.4
 BJ3815:UTM  15      -  32 F 003                                 081 28 32.6
 BJ3815
 BJ3815|---------------------------------------------------------------------|
 BJ3815| PID    Reference Object                     Distance      Geod. Az  |
 BJ3815|                                                           dddmmss.s |
 BJ3815| BJ3816 32 F 003                            APPROX. 2.3 KM 0824131.9 |
 BJ3815|---------------------------------------------------------------------|
 BJ3815
 BJ3815                          SUPERSEDED SURVEY CONTROL
 BJ3815
 BJ3815  NAD 83(1986)-  30 28 31.91651(N)    090 36 09.10997(W) AD(       ) 2
 BJ3815  NAD 27      -  30 28 31.22866(N)    090 36 08.77896(W) AD(       ) 2
 BJ3815  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG       
 BJ3815
 BJ3815.Superseded values are not recommended for survey control.
 BJ3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3815.See file dsdata.txt to determine how the superseded data were derived.
 BJ3815
 BJ3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3015373923(NAD 83)
 BJ3815_MARKER: DE = TRAVERSE STATION DISK
 BJ3815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3815_SP_SET: CONCRETE POST
 BJ3815_STAMPING: 32F002 1973
 BJ3815_MARK LOGO: LADH  
 BJ3815_PROJECTION: FLUSH
 BJ3815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3815+STABILITY: SURFACE MOTION
 BJ3815
 BJ3815  HISTORY     - Date     Condition        Report By
 BJ3815  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3815  HISTORY     - 1984     GOOD             LADTD
 BJ3815
 BJ3815                          STATION DESCRIPTION
 BJ3815
 BJ3815'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3815'THE STATION IS LOCATED 2.5 MILES SOUTHWEST OF ALBANY, 4 MILES
 BJ3815'NORTHWEST OF SPRINGFIELD, AND 9.5 MILES SOUTHEAST OF
 BJ3815'LIVINGSTON, IN THE SOUTHWEST QUARTER OF SECTION 34, T6S, R6E,
 BJ3815'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ3815'OF HIGHWAYS.
 BJ3815'
 BJ3815'TO REACH THE STATION FROM THE STATE HIGHWAY 43 INTERCHANGE
 BJ3815'ON INTERSTATE 12, GO WEST ALONG INTERSTATE 12 FOR 1 MILE.  THE
 BJ3815'STATION IS SET TO THE SOUTH OF THE HIGHWAY NEAR AN OAK TREE
 BJ3815'AND A CULVERT.
 BJ3815'
 BJ3815'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3815'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 BJ3815'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BJ3815'FLUSH WITH THE GROUND.  IT IS STAMPED 32F002 1973.  IT IS
 BJ3815'102 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE ON
 BJ3815'INTERSTATE 12, 51 FEET SOUTH OF THE SOUTH END OF A BOX
 BJ3815'CULVERT, 20 FEET NORTH OF AN OAK TREE, 3 FEET NORTH OF A
 BJ3815'FENCE, AND 3 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ3815'
 BJ3815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3815
 BJ3815                          STATION RECOVERY (1984)
 BJ3815
 BJ3815'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3815'5.2 KM (3.25 MI) WEST FROM ALBANY.
 BJ3815'ABOUT 2.9 KM (1.8 MI) SOUTH ON STATE HIGHWAY 43 FROM THE JUNCTION OF
 BJ3815'HIGHWAY 43 AND US HIGHWAY 190 IN ALBANY TO THE JUNCTION OF HIGHWAY 43
 BJ3815'AND INTERSTATE 12, THENCE WEST (RIGHT) FOR 2.3 KM (1.45 MI) TO THE
 BJ3815'MARK ON THE LEFT, 31.1 METERS (102 FT) SOUTH OF THE CENTER OF THE
 BJ3815'EASTBOUND LANE OF INTERSTATE 12, 15.5 METERS (51 FT) SOUTH OF THE
 BJ3815'SOUTH END OF A BOX CULVERT, 6.1 METERS (20 FT) NORTH OF AN OAK TREE,
 BJ3815'AND 0.9 METERS (3 FT) NORTH OF A FENCE.
 BJ3815'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3816 ***********************************************************************
 BJ3816  DESIGNATION -  32 F 003
 BJ3816  PID         -  BJ3816
 BJ3816  STATE/COUNTY-  LA/LIVINGSTON
 BJ3816  USGS QUAD   -  SPRINGFIELD (1994)
 BJ3816
 BJ3816                         *CURRENT SURVEY CONTROL
 BJ3816  ___________________________________________________________________
 BJ3816* NAD 83(1992)-  30 28 41.37491(N)    090 34 43.73840(W)     ADJUSTED  
 BJ3816* NAVD 88     -        17.6    (meters)      58.     (feet)  VERTCON   
 BJ3816  ___________________________________________________________________
 BJ3816  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ3816  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3816
 BJ3816  HORZ ORDER  -  SECOND
 BJ3816
 BJ3816.The horizontal coordinates were established by classical geodetic methods
 BJ3816.and adjusted by the National Geodetic Survey in January 1993..
 BJ3816
 BJ3816.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3816
 BJ3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3816
 BJ3816.The geoid height was determined by GEOID03.
 BJ3816
 BJ3816;                    North         East     Units Scale Factor Converg.
 BJ3816;SPC LA S     -   219,508.702 1,072,445.613   MT  0.99996033   +0 22 38.2
 BJ3816;SPC LA S     -   720,171.47  3,518,515.32   sFT  0.99996033   +0 22 38.2
 BJ3816;UTM  15      - 3,374,263.010   732,423.795   MT  1.00026648   +1 13 43.0
 BJ3816
 BJ3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3816!SPC LA S     -   1.00000148  x   0.99996033  =   0.99996181
 BJ3816!UTM  15      -   1.00000148  x   1.00026648  =   1.00026796
 BJ3816
 BJ3816:                Primary Azimuth Mark                     Grid Az
 BJ3816:SPC LA S     -  32 F 001                                 264 24 39.2
 BJ3816:UTM  15      -  32 F 001                                 263 33 34.4
 BJ3816
 BJ3816|---------------------------------------------------------------------|
 BJ3816| PID    Reference Object                     Distance      Geod. Az  |
 BJ3816|                                                           dddmmss.s |
 BJ3816| BJ3814 32 F 001                            APPROX. 4.2 KM 2644717.4 |
 BJ3816|---------------------------------------------------------------------|
 BJ3816
 BJ3816                          SUPERSEDED SURVEY CONTROL
 BJ3816
 BJ3816  NAD 83(1986)-  30 28 41.39154(N)    090 34 43.73622(W) AD(       ) 2
 BJ3816  NAD 27      -  30 28 40.70326(N)    090 34 43.40691(W) AD(       ) 2
 BJ3816  NGVD 29 (07/19/86)   17.6    (m)           58.     (f) VERT ANG       
 BJ3816
 BJ3816.Superseded values are not recommended for survey control.
 BJ3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3816.See file dsdata.txt to determine how the superseded data were derived.
 BJ3816
 BJ3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3242474263(NAD 83)
 BJ3816_MARKER: DE = TRAVERSE STATION DISK
 BJ3816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3816_SP_SET: CONCRETE POST
 BJ3816_STAMPING: 32F003 1973
 BJ3816_MARK LOGO: LADH  
 BJ3816_PROJECTION: FLUSH
 BJ3816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3816+STABILITY: SURFACE MOTION
 BJ3816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3816+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BJ3816
 BJ3816  HISTORY     - Date     Condition        Report By
 BJ3816  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3816  HISTORY     - 1984     GOOD             LADTD
 BJ3816  HISTORY     - 20060502 GOOD             NGS
 BJ3816
 BJ3816                          STATION DESCRIPTION
 BJ3816
 BJ3816'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3816'THE STATION IS LOCATED 2 MILES SOUTH OF ALBANY, 4 MILES
 BJ3816'NORTHWEST OF SPRINGFIELD, AND 7.5 MILES SOUTHWEST OF
 BJ3816'HAMMOND, IN THE SOUTHWEST QUARTER OF SECTION 39, T6S, R6E,
 BJ3816'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ3816'OF HIGHWAYS.
 BJ3816'
 BJ3816'TO REACH THE STATION FROM THE INTERSTATE 12 AND 55
 BJ3816'INTERCHANGE IN SOUTHWEST HAMMOND, GO WEST ALONG INTERSTATE
 BJ3816'12 FOR 5.4 MILES TO THE ALBANY INTERCHANGE ON STATE
 BJ3816'HIGHWAY 43.  THE STATION IS SET NEAR THE NORTHWEST CORNER
 BJ3816'OF THE OVERPASS.
 BJ3816'
 BJ3816'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3816'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN
 BJ3816'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ3816'IS FLUSH WITH THE GROUND.  IT IS STAMPED 32F003 1973.  IT IS
 BJ3816'23 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OVERPASS,
 BJ3816'19 FEET WEST OF THE CENTER OF STATE HIGHWAY 43, 5 FEET WEST
 BJ3816'OF A METAL GUARD RAIL, AND 4 FEET EAST OF A METAL WITNESS
 BJ3816'POST AND SIGN.
 BJ3816'
 BJ3816'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3816
 BJ3816                          STATION RECOVERY (1984)
 BJ3816
 BJ3816'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3816'2.9 KM (1.8 MI) SOUTH FROM ALBANY.
 BJ3816'ABOUT 2.9 KM (1.8 MI) SOUTH ON STATE HIGHWAY 43 FROM THE JUNCTION OF
 BJ3816'HIGHWAY 43 AND US HIGHWAY 190 IN ALBANY TO THE STATION ON THE RIGHT
 BJ3816'WHICH IS SET NEAR THE NORTHWEST CORNER OF THE INTERSTATE 12 OVERPASS,
 BJ3816'7.0 METERS (23 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE OVERPASS,
 BJ3816'5.8 METERS (19 FT) WEST OF THE CENTER OF HIGHWAY 43, AND 1.5 METERS
 BJ3816'(5 FT) WEST OF A METAL GUARDRAIL.
 BJ3816'THE MARK IS 1.22 METERS  E FROM A WITNESS POST.
 BJ3816
 BJ3816                          STATION RECOVERY (2006)
 BJ3816
 BJ3816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BJ3816'1.0 METER WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3819 ***********************************************************************
 BJ3819  DESIGNATION -  32 F 004
 BJ3819  PID         -  BJ3819
 BJ3819  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3819  USGS QUAD   -  SPRINGFIELD (1994)
 BJ3819
 BJ3819                         *CURRENT SURVEY CONTROL
 BJ3819  ___________________________________________________________________
 BJ3819* NAD 83(1992)-  30 28 46.30374(N)    090 32 32.33240(W)     ADJUSTED  
 BJ3819* NAVD 88     -        17.3    (meters)      57.     (feet)  VERTCON   
 BJ3819  ___________________________________________________________________
 BJ3819  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ3819  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ3819
 BJ3819  HORZ ORDER  -  SECOND
 BJ3819
 BJ3819.The horizontal coordinates were established by classical geodetic methods
 BJ3819.and adjusted by the National Geodetic Survey in January 1993..
 BJ3819
 BJ3819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3819
 BJ3819.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3819
 BJ3819.The geoid height was determined by GEOID03.
 BJ3819
 BJ3819;                    North         East     Units Scale Factor Converg.
 BJ3819;SPC LA S     -   219,684.109 1,075,949.250   MT  0.99996053   +0 23 43.9
 BJ3819;SPC LA S     -   720,746.95  3,530,010.16   sFT  0.99996053   +0 23 43.9
 BJ3819;UTM  15      - 3,374,490.537   735,925.545   MT  1.00028671   +1 14 49.9
 BJ3819
 BJ3819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3819!SPC LA S     -   1.00000152  x   0.99996053  =   0.99996205
 BJ3819!UTM  15      -   1.00000152  x   1.00028671  =   1.00028823
 BJ3819
 BJ3819:                Primary Azimuth Mark                     Grid Az
 BJ3819:SPC LA S     -  32 F 005                                 088 49 36.4
 BJ3819:UTM  15      -  32 F 005                                 087 58 30.4
 BJ3819
 BJ3819|---------------------------------------------------------------------|
 BJ3819| PID    Reference Object                     Distance      Geod. Az  |
 BJ3819|                                                           dddmmss.s |
 BJ3819| BJ3820 32 F 005                            APPROX. 2.0 KM 0891320.3 |
 BJ3819|---------------------------------------------------------------------|
 BJ3819
 BJ3819                          SUPERSEDED SURVEY CONTROL
 BJ3819
 BJ3819  NAD 83(1986)-  30 28 46.32027(N)    090 32 32.33023(W) AD(       ) 2
 BJ3819  NAD 27      -  30 28 45.62995(N)    090 32 32.00405(W) AD(       ) 2
 BJ3819  NGVD 29 (07/19/86)   17.3    (m)           57.     (f) VERT ANG       
 BJ3819
 BJ3819.Superseded values are not recommended for survey control.
 BJ3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3819.See file dsdata.txt to determine how the superseded data were derived.
 BJ3819
 BJ3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3592674491(NAD 83)
 BJ3819_MARKER: DE = TRAVERSE STATION DISK
 BJ3819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3819_SP_SET: CONCRETE POST
 BJ3819_STAMPING: 32F004 1973
 BJ3819_MARK LOGO: LADH  
 BJ3819_PROJECTION: FLUSH
 BJ3819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3819+STABILITY: SURFACE MOTION
 BJ3819
 BJ3819  HISTORY     - Date     Condition        Report By
 BJ3819  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3819  HISTORY     - 1983     GOOD             LADTD
 BJ3819
 BJ3819                          STATION DESCRIPTION
 BJ3819
 BJ3819'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3819'THE STATION IS LOCATED 2.5 MILES SOUTHEAST OF ALBANY, 4.5
 BJ3819'MILES SOUTHWEST OF DOWNTOWN HAMMOND, AND 3 MILES NORTH OF
 BJ3819'SPRINGFIELD, IN THE SOUTHWEST QUARTER OF SECTION 31, T6S,
 BJ3819'R7E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ3819'OF HIGHWAYS.
 BJ3819'
 BJ3819'TO REACH THE STATION FROM THE INTERSTATE 12 AND 55
 BJ3819'INTERCHANGE IN SOUTHWEST HAMMOND, GO WEST ALONG INTERSTATE 12
 BJ3819'FOR 3.2 MILES TO THE BAPTIST INTERCHANGE (STATE HIGHWAY 1040)
 BJ3819'AND THE STATION, WHICH IS SET NEAR THE NORTHWEST CORNER
 BJ3819'OF THE OVERPASS.
 BJ3819'
 BJ3819'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3819'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN
 BJ3819'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ3819'FLUSH WITH THE GROUND.  IT IS STAMPED 32F004 1973.  IT IS 19
 BJ3819'FEET WEST OF THE CENTER OF STATE HIGHWAY 1040, 6 FEET
 BJ3819'NORTHWEST OF THE NORTHWEST CORNER OF AN OVERPASS, 5 FEET
 BJ3819'WEST OF A METAL GUARD RAIL, 3.5 FEET EAST OF A METAL WITNESS
 BJ3819'POST AND SIGN, AND 3 FEET NORTHWEST OF THE ABUTMENT ON THE
 BJ3819'OVERPASS.
 BJ3819'
 BJ3819'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3819
 BJ3819                          STATION RECOVERY (1983)
 BJ3819
 BJ3819'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3819'5.1 KM (3.2 MI) WEST FROM HAMMOND.
 BJ3819'ABOUT 5.1 KM (3.2 MILES) WEST ALONG INTERSTATE 12 FROM THE JUNCTION OF
 BJ3819'INTERSTATE 12 AND INTERSTATE 55 IN SOUTHWEST HAMMOND TO THE MARK ON
 BJ3819'THE RIGHT SET IN THE NORTHWEST CORNER OF THE OVERPASS AT STATE HIGHWAY
 BJ3819'1040 AND INTERSTATE 12, 5.8 METERS (19 FEET) WEST OF THE CENTER OF
 BJ3819'STATE HIGHWAY 1040, 1.8 METERS (6 FEET) NORTHWEST OF THE NORTHWEST OF
 BJ3819'THE OVERPASS, 1.5 METERS (5 FEET) WEST OF A METAL GUARDRAIL, AND
 BJ3819'0.9 METERS (3 FEET) NORTHWEST OF THE ABUTMENT OF THE OVERPASS.
 BJ3819'THE MARK IS 1.06 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3820 ***********************************************************************
 BJ3820  DESIGNATION -  32 F 005
 BJ3820  PID         -  BJ3820
 BJ3820  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3820  USGS QUAD   -  SPRINGFIELD (1994)
 BJ3820
 BJ3820                         *CURRENT SURVEY CONTROL
 BJ3820  ___________________________________________________________________
 BJ3820* NAD 83(1992)-  30 28 47.16939(N)    090 31 18.20638(W)     ADJUSTED  
 BJ3820* NAVD 88     -        11.2    (meters)      37.     (feet)  VERTCON   
 BJ3820  ___________________________________________________________________
 BJ3820  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ3820  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ3820
 BJ3820  HORZ ORDER  -  SECOND
 BJ3820
 BJ3820.The horizontal coordinates were established by classical geodetic methods
 BJ3820.and adjusted by the National Geodetic Survey in January 1993..
 BJ3820
 BJ3820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3820
 BJ3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3820
 BJ3820.The geoid height was determined by GEOID03.
 BJ3820
 BJ3820;                    North         East     Units Scale Factor Converg.
 BJ3820;SPC LA S     -   219,724.590 1,077,926.020   MT  0.99996056   +0 24 20.9
 BJ3820;SPC LA S     -   720,879.76  3,536,495.62   sFT  0.99996056   +0 24 20.9
 BJ3820;UTM  15      - 3,374,560.422   737,902.151   MT  1.00029827   +1 15 27.6
 BJ3820
 BJ3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3820!SPC LA S     -   1.00000248  x   0.99996056  =   0.99996304
 BJ3820!UTM  15      -   1.00000248  x   1.00029827  =   1.00030075
 BJ3820
 BJ3820:                Primary Azimuth Mark                     Grid Az
 BJ3820:SPC LA S     -  32 F 004                                 268 49 37.0
 BJ3820:UTM  15      -  32 F 004                                 267 58 30.3
 BJ3820
 BJ3820|---------------------------------------------------------------------|
 BJ3820| PID    Reference Object                     Distance      Geod. Az  |
 BJ3820|                                                           dddmmss.s |
 BJ3820| BJ3819 32 F 004                            APPROX. 2.0 KM 2691357.9 |
 BJ3820|---------------------------------------------------------------------|
 BJ3820
 BJ3820                          SUPERSEDED SURVEY CONTROL
 BJ3820
 BJ3820  NAD 83(1986)-  30 28 47.18585(N)    090 31 18.20422(W) AD(       ) 2
 BJ3820  NAD 27      -  30 28 46.49430(N)    090 31 17.87966(W) AD(       ) 2
 BJ3820  NGVD 29 (07/19/86)   11.2    (m)           37.     (f) VERT ANG       
 BJ3820
 BJ3820.Superseded values are not recommended for survey control.
 BJ3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3820.See file dsdata.txt to determine how the superseded data were derived.
 BJ3820
 BJ3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3790274560(NAD 83)
 BJ3820_MARKER: DE = TRAVERSE STATION DISK
 BJ3820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3820_SP_SET: CONCRETE POST
 BJ3820_STAMPING: 32F005 1973
 BJ3820_MARK LOGO: LADH  
 BJ3820_PROJECTION: FLUSH
 BJ3820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3820+STABILITY: SURFACE MOTION
 BJ3820
 BJ3820  HISTORY     - Date     Condition        Report By
 BJ3820  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3820  HISTORY     - 1984     GOOD             LADTD
 BJ3820
 BJ3820                          STATION DESCRIPTION
 BJ3820
 BJ3820'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3820'THE STATION IS LOCATED 3 MILES SOUTHWEST OF DOWNTOWN HAMMOND,
 BJ3820'3 MILES SOUTHEAST OF ALBANY, 3 MILES NORTHEAST OF SPRINGFIELD,
 BJ3820'IN THE SOUTHEAST QUARTER OF SECTION 32, T6S, R7E, AND ON THE
 BJ3820'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3820'
 BJ3820'TO REACH THE STATION FROM THE INTERSTATE 12 AND 55 INTERCHANGE
 BJ3820'IN SOUTHWEST HAMMOND, GO WEST ALONG INTERSTATE 12 FOR 1.8 MILES
 BJ3820'TO THE TRUCK SCALES ON THE RIGHT AND NORTH OF THE HIGHWAY.  THE
 BJ3820'STATION IS SET JUST WEST OF THE SCALES OFFICE.
 BJ3820'
 BJ3820'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3820'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3820'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3820'THE GROUND.  IT IS STAMPED 32F005 1973.  IT IS 47 FEET
 BJ3820'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCALES OFFICE NORTH
 BJ3820'OF THE HIGHWAY, 75 FEET NORTH OF THE CENTER OF THE WESTBOUND
 BJ3820'LANE ON INTERSTATE 12, 45 FEET SOUTHEAST OF A LIGHT STANDARD,
 BJ3820'45 FEET SOUTH OF THE CENTER OF THE RAMP LEADING TO THE SCALES
 BJ3820'OFFICE, AND 4 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ3820'
 BJ3820'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3820
 BJ3820                          STATION RECOVERY (1984)
 BJ3820
 BJ3820'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3820'3.2 KM (2.0 MI) EAST FROM HAMMOND.
 BJ3820'ABOUT 3.4 KM (2.12 MI) WEST ALONG INTERSTATE 12 FROM THE INTERSTATES
 BJ3820'12 AND 55 INTERCHANGE IN SOUTHWEST HAMMOND TO THE MARK ON THE RIGHT
 BJ3820'JUST WEST OF THE TRUCK SCALES OFFICE, 14.3 METERS (47 FT) SOUTHWEST OF
 BJ3820'THE SOUTHWEST CORNER OF THE SCALES OFFICE NORTH OF THE HIGHWAY,
 BJ3820'22.9 METERS (75 FT) NORTH OF THE CENTER OF THE WESTBOUND LANE OF
 BJ3820'INTERSTATE 12, 13.7 METERS (45 FT) SOUTHEAST OF A LIGHT, 13.7 METERS
 BJ3820'(45 FT) SOUTH OF THE CENTER OF THE RAMP LEADING TO THE SCALES OFFICE,
 BJ3820'THE MARK IS 1.22 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3821 ***********************************************************************
 BJ3821  DESIGNATION -  32 F 006
 BJ3821  PID         -  BJ3821
 BJ3821  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3821  USGS QUAD   -  SPRINGFIELD (1994)
 BJ3821
 BJ3821                         *CURRENT SURVEY CONTROL
 BJ3821  ___________________________________________________________________
 BJ3821* NAD 83(1992)-  30 28 45.80581(N)    090 30 02.45914(W)     ADJUSTED  
 BJ3821* NAVD 88     -        17.5    (meters)      57.     (feet)  VERTCON   
 BJ3821  ___________________________________________________________________
 BJ3821  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ3821  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3821
 BJ3821  HORZ ORDER  -  SECOND
 BJ3821
 BJ3821.The horizontal coordinates were established by classical geodetic methods
 BJ3821.and adjusted by the National Geodetic Survey in January 1993..
 BJ3821
 BJ3821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3821
 BJ3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3821
 BJ3821.The geoid height was determined by GEOID03.
 BJ3821
 BJ3821;                    North         East     Units Scale Factor Converg.
 BJ3821;SPC LA S     -   219,697.096 1,079,946.516   MT  0.99996051   +0 24 58.8
 BJ3821;SPC LA S     -   720,789.56  3,543,124.53   sFT  0.99996051   +0 24 58.8
 BJ3821;UTM  15      - 3,374,562.974   739,923.526   MT  1.00031019   +1 16 06.0
 BJ3821
 BJ3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3821!SPC LA S     -   1.00000149  x   0.99996051  =   0.99996200
 BJ3821!UTM  15      -   1.00000149  x   1.00031019  =   1.00031168
 BJ3821
 BJ3821:                Primary Azimuth Mark                     Grid Az
 BJ3821:SPC LA S     -  32 F 005                                 270 46 46.9
 BJ3821:UTM  15      -  32 F 005                                 269 55 39.7
 BJ3821
 BJ3821|---------------------------------------------------------------------|
 BJ3821| PID    Reference Object                     Distance      Geod. Az  |
 BJ3821|                                                           dddmmss.s |
 BJ3821| BJ3820 32 F 005                            APPROX. 2.0 KM 2711145.7 |
 BJ3821|---------------------------------------------------------------------|
 BJ3821
 BJ3821                          SUPERSEDED SURVEY CONTROL
 BJ3821
 BJ3821  NAD 83(1986)-  30 28 45.82219(N)    090 30 02.45698(W) AD(       ) 2
 BJ3821  NAD 27      -  30 28 45.12954(N)    090 30 02.13416(W) AD(       ) 2
 BJ3821  NGVD 29 (07/19/86)   17.5    (m)           57.     (f) VERT ANG       
 BJ3821
 BJ3821.Superseded values are not recommended for survey control.
 BJ3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3821.See file dsdata.txt to determine how the superseded data were derived.
 BJ3821
 BJ3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3992474563(NAD 83)
 BJ3821_MARKER: DE = TRAVERSE STATION DISK
 BJ3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3821_SP_SET: CONCRETE POST
 BJ3821_STAMPING: 32F006 1973
 BJ3821_MARK LOGO: LADH  
 BJ3821_PROJECTION: FLUSH
 BJ3821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3821+STABILITY: SURFACE MOTION
 BJ3821
 BJ3821  HISTORY     - Date     Condition        Report By
 BJ3821  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3821  HISTORY     - 1984     GOOD             LADTD
 BJ3821
 BJ3821                          STATION DESCRIPTION
 BJ3821
 BJ3821'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3821'THE STATION IS LOCATED 2 MILES SOUTHWEST OF DOWNTOWN HAMMOND,
 BJ3821'4 MILES EAST OF ALBANY, AND 3 MILES NORTHEAST OF SPRINGFIELD,
 BJ3821'IN THE NORTHWEST QUARTER OF SECTION 40, T6S, R7E, AND ON THE
 BJ3821'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3821'
 BJ3821'TO REACH THE STATION FROM THE INTERSTATE 12 AND 55 INTERCHANGE
 BJ3821'IN SOUTHWEST HAMMOND, GO WEST ALONG INTERSTATE 12 FOR 0.6 MILES
 BJ3821'TO AN OVERPASS.  THE STATION IS SET NEAR THE NORTHWEST CORNER
 BJ3821'OF THE OVERPASS.
 BJ3821'
 BJ3821'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3821'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3821'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 BJ3821'THE GROUND.  IT IS STAMPED 32F006 1973.  IT IS 71 FEET NORTH OF
 BJ3821'THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 18 FEET WEST
 BJ3821'OF THE CENTER OF A PARISH ROAD, 5 FEET WEST OF A METAL GUARD
 BJ3821'RAIL, 2.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 BJ3821'OVERPASS, AND 2.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ3821'
 BJ3821'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3821
 BJ3821                          STATION RECOVERY (1984)
 BJ3821
 BJ3821'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3821'3.2 KM (2 MI) SW FROM HAMMOND.
 BJ3821'ABOUT 1.3 KM (0.8 MI) WEST ALONG INTERSTATE 12 FROM THE INTERSTATES 12
 BJ3821'AND 55 INTERCHANGE1IN SOUTHWEST HAMMOND TO THE RIGHT NEAR THE
 BJ3821'NORTHWEST CORNER OF THE OVERPASS, 21.6 METERS (71 FT) NORTH OF THE
 BJ3821'CENTER OF THE WESTBOUND LANE OF INTERSTATE 12, 5.5 METERS (18 FT) WEST
 BJ3821'OF THE CENTER OF A PARISH ROAD, 1.5 METERS (5 FT) WEST OF A METAL
 BJ3821'GUARDRAIL, AND 0.8 METERS (2.5 FT) NORTHWEST OF THE NORTHWEST CORNER
 BJ3821'OF THE OVERPASS.
 BJ3821'THE MARK IS 1.3 M BELOW INTERSTATE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3822 ***********************************************************************
 BJ3822  DESIGNATION -  32 F 007
 BJ3822  PID         -  BJ3822
 BJ3822  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3822  USGS QUAD   -  PONCHATOULA (1994)
 BJ3822
 BJ3822                         *CURRENT SURVEY CONTROL
 BJ3822  ___________________________________________________________________
 BJ3822* NAD 83(1992)-  30 28 44.22649(N)    090 29 18.97687(W)     ADJUSTED  
 BJ3822* NAVD 88     -        16.6    (meters)      54.     (feet)  VERTCON   
 BJ3822  ___________________________________________________________________
 BJ3822  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ3822  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3822
 BJ3822  HORZ ORDER  -  SECOND
 BJ3822
 BJ3822.The horizontal coordinates were established by classical geodetic methods
 BJ3822.and adjusted by the National Geodetic Survey in January 1993..
 BJ3822
 BJ3822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3822
 BJ3822.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3822
 BJ3822.The geoid height was determined by GEOID03.
 BJ3822
 BJ3822;                    North         East     Units Scale Factor Converg.
 BJ3822;SPC LA S     -   219,656.953 1,081,106.556   MT  0.99996044   +0 25 20.6
 BJ3822;SPC LA S     -   720,657.85  3,546,930.43   sFT  0.99996044   +0 25 20.6
 BJ3822;UTM  15      - 3,374,540.077   741,084.445   MT  1.00031708   +1 16 28.0
 BJ3822
 BJ3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3822!SPC LA S     -   1.00000163  x   0.99996044  =   0.99996207
 BJ3822!UTM  15      -   1.00000163  x   1.00031708  =   1.00031871
 BJ3822
 BJ3822:                Primary Azimuth Mark                     Grid Az
 BJ3822:SPC LA S     -  32 F 006                                 271 58 55.1
 BJ3822:UTM  15      -  32 F 006                                 271 07 47.7
 BJ3822
 BJ3822|---------------------------------------------------------------------|
 BJ3822| PID    Reference Object                     Distance      Geod. Az  |
 BJ3822|                                                           dddmmss.s |
 BJ3822| BJ3821 32 F 006                            APPROX. 1.2 KM 2722415.7 |
 BJ3822|---------------------------------------------------------------------|
 BJ3822
 BJ3822                          SUPERSEDED SURVEY CONTROL
 BJ3822
 BJ3822  NAD 83(1986)-  30 28 44.24282(N)    090 29 18.97473(W) AD(       ) 2
 BJ3822  NAD 27      -  30 28 43.54952(N)    090 29 18.65316(W) AD(       ) 2
 BJ3822  NGVD 29 (07/19/86)   16.6    (m)           54.     (f) VERT ANG       
 BJ3822
 BJ3822.Superseded values are not recommended for survey control.
 BJ3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3822.See file dsdata.txt to determine how the superseded data were derived.
 BJ3822
 BJ3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4108474540(NAD 83)
 BJ3822_MARKER: DE = TRAVERSE STATION DISK
 BJ3822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3822_SP_SET: CONCRETE POST
 BJ3822_STAMPING: 32F007 1973
 BJ3822_MARK LOGO: LADH  
 BJ3822_PROJECTION: FLUSH
 BJ3822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3822+STABILITY: SURFACE MOTION
 BJ3822
 BJ3822  HISTORY     - Date     Condition        Report By
 BJ3822  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3822  HISTORY     - 1976     GOOD             LADTD
 BJ3822  HISTORY     - 1984     GOOD             LADTD
 BJ3822
 BJ3822                          STATION DESCRIPTION
 BJ3822
 BJ3822'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3822'THE STATION IS LOCATED 2 MILES SOUTHWEST OF DOWNTOWN HAMMOND,
 BJ3822'5 MILES SOUTHEAST OF ALBANY, AND 4 MILES NORTHEAST OF
 BJ3822'SPRINGFIELD, IN THE NORTHEAST QUARTER OF SECTION 40, T6S, R7E,
 BJ3822'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ3822'HIGHWAYS.
 BJ3822'
 BJ3822'TO REACH THE STATION FROM THE U.S. 190 AND INTERSTATE 55
 BJ3822'INTERCHANGE IN WEST HAMMOND, GO SOUTH ALONG INTERSTATE 55 FOR 2
 BJ3822'MILES TO THE INTERSTATE 55 AND 12 INTERCHANGE.  THE STATION IS
 BJ3822'SET IN THE MEDIAN JUST EAST OF THE TWIN OVERPASSES IN THE
 BJ3822'INTERCHANGE.
 BJ3822'
 BJ3822'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3822'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3822'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3822'THE GROUND.  IT IS STAMPED 32F007 1973.  IT IS 96 FEET EAST OF
 BJ3822'THE CENTER OF THE NORTHBOUND LANE ON INTERSTATE 55, 59 FEET
 BJ3822'SOUTH OF THE CENTER OF THE WESTBOUND LANE ON INTERSTATE 12, 31
 BJ3822'FEET NORTH OF THE CENTER OF THE EASTBOUND LANE ON INTERSTATE
 BJ3822'12, 11 FEET NORTH OF THE NORTHEAST CORNER OF THE OVERPASS ON
 BJ3822'THE EASTBOUND LANE ON INTERSTATE 12, AND 3 FEET EAST OF A
 BJ3822'METAL WITNESS POST AND SIGN.
 BJ3822'
 BJ3822'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3822
 BJ3822                          STATION RECOVERY (1976)
 BJ3822
 BJ3822'RECOVERY NOTE BY LA TRANSP AND DEV 1976 (RJT)
 BJ3822'THE STATION WAS VISITED 11-4-76 AND THE MARK WAS FOUND TO BE IN
 BJ3822'GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE TO RECOVER
 BJ3822'MARK.  MARK WAS USED IN CONTINUED TRAVERSE ALONG INTERSTATE
 BJ3822'HIGHWAY 12 TO THE MISSISSIPPI LINE.
 BJ3822'
 BJ3822'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ3822'2 MILES SOUTHWEST OF HAMMOND.
 BJ3822
 BJ3822                          STATION RECOVERY (1984)
 BJ3822
 BJ3822'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3822'3.22 KM (2 MI) SW FROM HAMMOND.
 BJ3822'ABOUT 3.22 KM (2 MILES) SOUTH ALONG INTERSTATE 55 FROM THE JUNCTION OF
 BJ3822'INTERSTATE 55 AND US HIGHWAY 190 IN WEST HAMMOND TO THE INTERSTATE 55
 BJ3822'AND INTERSTATE 12 INTERCHANGE.  THE STATION IS SET IN THE MEDIAN JUST
 BJ3822'EAST OF THE TWIN OVERPASS IN THE INTERCHANGE, 29.3 METERS (96 FEET)
 BJ3822'EAST OF THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE 55, 18 METERS
 BJ3822'(59 FEET) SOUTH OF THE CENTER OF THE WESTBOUND LANE OF INTERSTATE 12,
 BJ3822'9.4 METERS (31 FEET) NORTH OF THE CENTER OF THE EASTBOUND LANE OF
 BJ3822'INTERSTATE 12, AND 3.4 METERS (11 FEET) NORTH OF THE NORTHEAST CORNER
 BJ3822'OF THE OVERPASS ON THE EASTBOUND LANE OF INTERSTATE 12.
 BJ3822'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3823 ***********************************************************************
 BJ3823  DESIGNATION -  32 F 008
 BJ3823  PID         -  BJ3823
 BJ3823  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3823  USGS QUAD   -  PONCHATOULA (1994)
 BJ3823
 BJ3823                         *CURRENT SURVEY CONTROL
 BJ3823  ___________________________________________________________________
 BJ3823* NAD 83(1992)-  30 29 28.40489(N)    090 29 53.47038(W)     ADJUSTED  
 BJ3823* NAVD 88     -        17.70   (+/-2cm)      58.1    (feet)  VERTCON   
 BJ3823  ___________________________________________________________________
 BJ3823  X           -     -47,828.963 (meters)                     COMP
 BJ3823  Y           -  -5,500,611.172 (meters)                     COMP
 BJ3823  Z           -   3,217,411.457 (meters)                     COMP
 BJ3823  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ3823  ELLIP HEIGHT-          -9.30  (meters)          (11/16/93) GPS OBS
 BJ3823  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3823
 BJ3823  HORZ ORDER  -  SECOND
 BJ3823  VERT ORDER  -  THIRD (See Below)
 BJ3823  ELLP ORDER  -  FOURTH    CLASS II
 BJ3823
 BJ3823.The horizontal coordinates were established by classical geodetic methods
 BJ3823.and adjusted by the National Geodetic Survey in January 1993..
 BJ3823
 BJ3823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3823.The vertical order pertains to the NGVD 29 superseded value.
 BJ3823
 BJ3823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3823
 BJ3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3823
 BJ3823.The ellipsoidal height was determined by GPS observations
 BJ3823.and is referenced to NAD 83.
 BJ3823
 BJ3823.The geoid height was determined by GEOID03.
 BJ3823
 BJ3823;                    North         East     Units Scale Factor Converg.
 BJ3823;SPC LA S     -   221,010.578 1,080,176.687   MT  0.99996225   +0 25 03.3
 BJ3823;SPC LA S     -   725,098.87  3,543,879.68   sFT  0.99996225   +0 25 03.3
 BJ3823;UTM  15      - 3,375,880.194   740,134.210   MT  1.00031143   +1 16 12.2
 BJ3823
 BJ3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3823!SPC LA S     -   1.00000146  x   0.99996225  =   0.99996371
 BJ3823!UTM  15      -   1.00000146  x   1.00031143  =   1.00031289
 BJ3823
 BJ3823:                Primary Azimuth Mark                     Grid Az
 BJ3823:SPC LA S     -  32 F 009                                 329 42 22.4
 BJ3823:UTM  15      -  32 F 009                                 328 51 13.5
 BJ3823
 BJ3823|---------------------------------------------------------------------|
 BJ3823| PID    Reference Object                     Distance      Geod. Az  |
 BJ3823|                                                           dddmmss.s |
 BJ3823| BJ3824 32 F 009                            APPROX. 1.0 KM 3300725.7 |
 BJ3823|---------------------------------------------------------------------|
 BJ3823
 BJ3823                          SUPERSEDED SURVEY CONTROL
 BJ3823
 BJ3823  NAD 83(1986)-  30 29 28.42125(N)    090 29 53.46815(W) AD(       ) 2
 BJ3823  NAD 27      -  30 29 27.72995(N)    090 29 53.14612(W) AD(       ) 2
 BJ3823  NGVD 29 (11/16/93)   17.71   (m)           58.1    (f) LEVELING    3  
 BJ3823
 BJ3823.Superseded values are not recommended for survey control.
 BJ3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3823.See file dsdata.txt to determine how the superseded data were derived.
 BJ3823
 BJ3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4013475880(NAD 83)
 BJ3823_MARKER: DE = TRAVERSE STATION DISK
 BJ3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3823_SP_SET: CONCRETE POST
 BJ3823_STAMPING: 32F008 1973
 BJ3823_MARK LOGO: LADH  
 BJ3823_PROJECTION: FLUSH
 BJ3823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3823+STABILITY: SURFACE MOTION
 BJ3823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3823+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 BJ3823
 BJ3823  HISTORY     - Date     Condition        Report By
 BJ3823  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3823  HISTORY     - 1984     GOOD             LADTD
 BJ3823  HISTORY     - 19921117 GOOD             NOS
 BJ3823
 BJ3823                          STATION DESCRIPTION
 BJ3823
 BJ3823'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3823'THE STATION IS LOCATED 5 MILES EAST OF ALBANY, 6 MILES
 BJ3823'NORTHEAST OF SPRINGFIELD, AND 2 MILES SOUTHWEST OF DOWNTOWN
 BJ3823'HAMMOND, IN THE SOUTHEAST QUARTER OF SECTION 28, T6S, R7E, AND
 BJ3823'ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3823'
 BJ3823'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 55 AND
 BJ3823'U.S. 190 IN WEST HAMMOND, GO SOUTH ALONG INTERSTATE 55 FOR 1
 BJ3823'MILE TO AN OVERPASS.  THE STATION IS SET IN THE SOUTHWEST
 BJ3823'CORNER OF THE OVERPASS NEAR A FENCE.
 BJ3823'
 BJ3823'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3823'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3823'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3823'THE GROUND.  IT IS STAMPED 32F008 1973.  IT IS 69 FEET WEST OF
 BJ3823'THE CENTER OF THE SOUTHBOUND LANE ON INTERSTATE 55, 20 FEET SOUTH
 BJ3823'OF THE CENTER OF STATE HIGHWAY 1040, 6 FEET SOUTH OF A METAL GUARD
 BJ3823'RAIL, 3 FEET SOUTH OF THE SOUTHWEST END OF THE OVERPASS, AND
 BJ3823'2.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ3823'
 BJ3823'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3823
 BJ3823                          STATION RECOVERY (1984)
 BJ3823
 BJ3823'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3823'3.22 KM (2 MI) SW FROM HAMMOND.
 BJ3823'ABOUT 1.6 KM (1 MILE) SOUTH ALONG INTERSTATE 55 FROM THE JUNCTION OF
 BJ3823'INTERSTATE 55 AND US HIGHWAY 190 IN WEST HAMMOND TO AN OVERPASS.  THE
 BJ3823'STATION IS SET IN THE SOUTHWEST CORNER OF THE OVERPASS NEAR A FENCE,
 BJ3823'21 METERS (69 FEET) WEST OF THE CENTER OF THE SOUTHBOUND ON INTERSTATE
 BJ3823'55, 6.1 METERS (20 FEET) SOUTH OF THE CENTER OF STATE HIGHWAY 1040,
 BJ3823'1.8 METERS (6 FEET) SOUTH OF A METAL GUARDRAIL, AND 0.9 METERS (3
 BJ3823'FEET) SOUTH OF THE SOUTHWEST END OF THE OVERPASS.
 BJ3823'THE MARK IS 0.76 METERS  W FROM A WITNESS POST.
 BJ3823
 BJ3823                          STATION RECOVERY (1992)
 BJ3823
 BJ3823'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ3823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3824 ***********************************************************************
 BJ3824  DESIGNATION -  32 F 009
 BJ3824  PID         -  BJ3824
 BJ3824  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3824  USGS QUAD   -  SPRINGFIELD (1994)
 BJ3824
 BJ3824                         *CURRENT SURVEY CONTROL
 BJ3824  ___________________________________________________________________
 BJ3824* NAD 83(1992)-  30 29 57.43368(N)    090 30 12.72846(W)     ADJUSTED  
 BJ3824* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 BJ3824  ___________________________________________________________________
 BJ3824  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ3824  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ3824
 BJ3824  HORZ ORDER  -  SECOND
 BJ3824
 BJ3824.The horizontal coordinates were established by classical geodetic methods
 BJ3824.and adjusted by the National Geodetic Survey in January 1993..
 BJ3824
 BJ3824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3824
 BJ3824.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3824
 BJ3824.The geoid height was determined by GEOID03.
 BJ3824
 BJ3824;                    North         East     Units Scale Factor Converg.
 BJ3824;SPC LA S     -   221,900.722 1,079,656.658   MT  0.99996346   +0 24 53.7
 BJ3824;SPC LA S     -   728,019.29  3,542,173.55   sFT  0.99996346   +0 24 53.7
 BJ3824;UTM  15      - 3,376,762.808   739,600.808   MT  1.00030827   +1 16 03.5
 BJ3824
 BJ3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3824!SPC LA S     -   1.00000222  x   0.99996346  =   0.99996568
 BJ3824!UTM  15      -   1.00000222  x   1.00030827  =   1.00031049
 BJ3824
 BJ3824:                Primary Azimuth Mark                     Grid Az
 BJ3824:SPC LA S     -  32 F 008                                 149 42 22.2
 BJ3824:UTM  15      -  32 F 008                                 148 51 12.4
 BJ3824
 BJ3824|---------------------------------------------------------------------|
 BJ3824| PID    Reference Object                     Distance      Geod. Az  |
 BJ3824|                                                           dddmmss.s |
 BJ3824| BJ3823 32 F 008                            APPROX. 1.0 KM 1500715.9 |
 BJ3824| BJ4630 TEMPORARY POINT 1                   APPROX. 0.6 KM 3591153.7 |
 BJ3824|---------------------------------------------------------------------|
 BJ3824
 BJ3824                          SUPERSEDED SURVEY CONTROL
 BJ3824
 BJ3824  NAD 83(1986)-  30 29 57.45006(N)    090 30 12.72618(W) AD(       ) 2
 BJ3824  NAD 27      -  30 29 56.75982(N)    090 30 12.40384(W) AD(       ) 2
 BJ3824  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 BJ3824
 BJ3824.Superseded values are not recommended for survey control.
 BJ3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3824.See file dsdata.txt to determine how the superseded data were derived.
 BJ3824
 BJ3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3960176763(NAD 83)
 BJ3824_MARKER: DE = TRAVERSE STATION DISK
 BJ3824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3824_SP_SET: CONCRETE POST
 BJ3824_STAMPING: 32F009 1973
 BJ3824_MARK LOGO: LADH  
 BJ3824_PROJECTION: FLUSH
 BJ3824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3824+STABILITY: SURFACE MOTION
 BJ3824
 BJ3824  HISTORY     - Date     Condition        Report By
 BJ3824  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3824  HISTORY     - 1983     GOOD             LADTD
 BJ3824
 BJ3824                          STATION DESCRIPTION
 BJ3824
 BJ3824'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3824'THE STATION IS LOCATED 5 MILES EAST OF ALBANY, 2 MILES WEST OF
 BJ3824'DOWNTOWN HAMMOND, AND 6 MILES NORTHEAST OF SPRINGFIELD, IN THE
 BJ3824'NORTHEAST QUARTER OF SECTION 28, T6S, R7E, AND ON THE PROPERTY
 BJ3824'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3824'
 BJ3824'TO REACH THE STATION FROM THE U.S. 190 INTERCHANGE ON
 BJ3824'INTERSTATE 55 IN HAMMOND, TAKE THE ON RAMP TO THE SOUTHBOUND
 BJ3824'LANE ON INTERSTATE 55 FOR 0.3 MILE TO THE END OF THE RAMP AND
 BJ3824'THE STATION, WHICH IS SET ON THE RIGHT.
 BJ3824'
 BJ3824'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BJ3824'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BJ3824'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3824'THE GROUND.  IT IS STAMPED 32F009 1973.  IT IS 74 FEET EAST OF
 BJ3824'A RIGHT-OF-WAY FENCE, 29 FEET WEST OF THE CENTER OF THE
 BJ3824'SOUTHBOUND LANE ON INTERSTATE 55, AND 4 FEET SOUTH OF A METAL
 BJ3824'WITNESS POST AND SIGN.
 BJ3824'
 BJ3824'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3824
 BJ3824                          STATION RECOVERY (1983)
 BJ3824
 BJ3824'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3824'0.5 KM (0.3 MI) SOUTH FROM HAMMOND.
 BJ3824'0.5 KM (0.3 MILES) SOUTH ALONG THE ON RAMP TO THE SOUTHBOUND LANE OF
 BJ3824'INTERSTATE 55 FROM THE JUNCTION OF US HIGHWAY 190 AND INTERSTATE 55
 BJ3824'IN WEST HAMMOND TO THE MARK ON THE RIGHT, 55.5 METERS (182 FT) NORTH
 BJ3824'OF THE INTERSTATE 55 SOUTH SIGN, 22.6 METERS (74 FT) EAST OF A RIGHT
 BJ3824'OF WAY FENCE, AND 9.1 METERS (30 FT) WEST OF THE CENTERLINE OF THE
 BJ3824'SOUTHBOUND LANE OF INTERSTATE 55.
 BJ3824'THE MARK IS 22.6 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4023 ***********************************************************************
 BJ4023  DESIGNATION -  320
 BJ4023  PID         -  BJ4023
 BJ4023  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4023  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4023
 BJ4023                         *CURRENT SURVEY CONTROL
 BJ4023  ___________________________________________________________________
 BJ4023* NAD 83(1986)-  30 35 40.     (N)    091 12 07.     (W)     SCALED    
 BJ4023* NAVD 88     -        27.149  (meters)      89.07   (feet)  ADJUSTED  
 BJ4023  ___________________________________________________________________
 BJ4023  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4023  DYNAMIC HT  -          27.114 (meters)      88.96  (feet)  COMP
 BJ4023  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ4023
 BJ4023  VERT ORDER  -  SECOND    CLASS II
 BJ4023
 BJ4023.The horizontal coordinates were scaled from a topographic map and have
 BJ4023.an estimated accuracy of +/- 6 seconds.
 BJ4023
 BJ4023.The orthometric height was determined by differential leveling
 BJ4023.and adjusted by the National Geodetic Survey in February 1994..
 BJ4023
 BJ4023.The geoid height was determined by GEOID03.
 BJ4023
 BJ4023.The dynamic height is computed by dividing the NAVD 88
 BJ4023.geopotential number by the normal gravity value computed on the
 BJ4023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4023.degrees latitude (g = 980.6199 gals.).
 BJ4023
 BJ4023.The modeled gravity was interpolated from observed gravity values.
 BJ4023
 BJ4023;                    North         East    Units  Estimated Accuracy
 BJ4023;SPC LA S     -   232,170.    1,012,600.      MT  (+/- 180 meters Scaled)
 BJ4023
 BJ4023                          SUPERSEDED SURVEY CONTROL
 BJ4023
 BJ4023.No superseded survey control is available for this station.
 BJ4023
 BJ4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP723860(NAD 83)
 BJ4023_MARKER: DB = BENCH MARK DISK
 BJ4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4023_SP_SET: CONCRETE POST
 BJ4023_STAMPING: 320 1934
 BJ4023_MARK LOGO: LAGS  
 BJ4023_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4023+STABILITY: SURFACE MOTION
 BJ4023
 BJ4023  HISTORY     - Date     Condition        Report By
 BJ4023  HISTORY     - 1934     MONUMENTED       LAGS
 BJ4023  HISTORY     - 1987     GOOD             LA-033
 BJ4023
 BJ4023                          STATION DESCRIPTION
 BJ4023
 BJ4023'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4023'3.2 KM (2 MI) WEST FROM BAKER.
 BJ4023'ABOUT 1.5 KM (0.95 MI) NORTHEASTERLY ON STATE HIGHWAY 964 TO GROOM
 BJ4023'ROAD, CONTINUE NORTHERLY ON HIGHWAY 964 FOR 0.24 KM (0.15 MI) TO A
 BJ4023'RANCH ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, THIS JUNCTION OF
 BJ4023'HIGHWAYS 964 AND 61 IS ABOUT 4.5 KM (2.8 MI) WEST-SOUTHWEST OF BAKER
 BJ4023'48.9 METERS (160.5 FT) EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 964,
 BJ4023'15.8 METERS (52 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 BJ4023'RANCH HOUSE AND 2 METERS (6.5 FT) SOUTH OF THE CENTER OF THE RANCH
 BJ4023'ROAD.  NOTE--THIS MARK IS LEANING TO THE SOUTHEAST, BUT SOLID IN THE
 BJ4023'GROUND.
 BJ4023'THE MARK IS 0.91 METERS  NW FROM A WITNESS POST.
 BJ4023'THE MARK IS ABOVE LEVEL WITH RANCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0678 ***********************************************************************
 CP0678  DESIGNATION -  3200 A BOLT
 CP0678  PID         -  CP0678
 CP0678  STATE/COUNTY-  LA/MADISON
 CP0678  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0678
 CP0678                         *CURRENT SURVEY CONTROL
 CP0678  ___________________________________________________________________
 CP0678* NAD 83(1986)-  32 20 29.     (N)    090 58 56.     (W)     SCALED    
 CP0678* NAVD 88     -        26.11   (+/-2cm)      85.7    (feet)  VERTCON   
 CP0678  ___________________________________________________________________
 CP0678  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0678
 CP0678  VERT ORDER  -  ? (See Below)
 CP0678
 CP0678.The horizontal coordinates were scaled from a topographic map and have
 CP0678.an estimated accuracy of +/- 6 seconds.
 CP0678
 CP0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0678.The vertical order pertains to the NGVD 29 superseded value.
 CP0678
 CP0678.The geoid height was determined by GEOID03.
 CP0678
 CP0678;                    North         East    Units  Estimated Accuracy
 CP0678;SPC LA N     -   205,170.    1,142,870.      MT  (+/- 180 meters Scaled)
 CP0678
 CP0678                          SUPERSEDED SURVEY CONTROL
 CP0678
 CP0678  NGVD 29 (??/??/92)   26.119  (m)           85.69   (f) ADJ UNCH    ?  
 CP0678
 CP0678.Superseded values are not recommended for survey control.
 CP0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0678.See file dsdata.txt to determine how the superseded data were derived.
 CP0678
 CP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR898800(NAD 83)
 CP0678_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0678_SP_SET: STONE
 CP0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0678+STABILITY: SURFACE MOTION
 CP0678
 CP0678  HISTORY     - Date     Condition        Report By
 CP0678  HISTORY     - UNK      MONUMENTED       DOD
 CP0678  HISTORY     - 1934     GOOD             DOD
 CP0678
 CP0678                          STATION DESCRIPTION
 CP0678
 CP0678'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0678'4.0 MI NW FROM DELTA POINT.
 CP0678'ABOUT 4.0 MILES NORTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0678'DELTA), MADISON PARISH, ABOUT 1-1/2 MILES NORTHEAST OF MOUNDS, ABOUT
 CP0678'655 FEET SOUTHEAST OF LEVEE STATION 3200, IN A YARD, ABOUT 60 FEET
 CP0678'NORTHEAST OF A BLAZED 10-INCH CHINABERRY TREE, ABOUT 40 FEET EAST OF
 CP0678'AN 8-INCH CHINABERRY TREE, ABOUT 35 FEET SOUTH OF THE CENTER LINE OF A
 CP0678'DIRT ROAD, 20 FEET NORTHEAST OF A HOUSE CORNER, AND 3 FEET WEST OF A
 CP0678'PICKET FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CP0678'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 CP0678'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0677 ***********************************************************************
 CP0677  DESIGNATION -  3200 A CAP
 CP0677  PID         -  CP0677
 CP0677  STATE/COUNTY-  LA/MADISON
 CP0677  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0677
 CP0677                         *CURRENT SURVEY CONTROL
 CP0677  ___________________________________________________________________
 CP0677* NAD 83(1986)-  32 20 29.     (N)    090 58 56.     (W)     SCALED    
 CP0677* NAVD 88     -        27.34   (+/-2cm)      89.7    (feet)  VERTCON   
 CP0677  ___________________________________________________________________
 CP0677  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0677
 CP0677  VERT ORDER  -  ? (See Below)
 CP0677
 CP0677.The horizontal coordinates were scaled from a topographic map and have
 CP0677.an estimated accuracy of +/- 6 seconds.
 CP0677
 CP0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0677.The vertical order pertains to the NGVD 29 superseded value.
 CP0677
 CP0677.The geoid height was determined by GEOID03.
 CP0677
 CP0677;                    North         East    Units  Estimated Accuracy
 CP0677;SPC LA N     -   205,170.    1,142,870.      MT  (+/- 180 meters Scaled)
 CP0677
 CP0677                          SUPERSEDED SURVEY CONTROL
 CP0677
 CP0677  NGVD 29 (??/??/92)   27.339  (m)           89.69   (f) ADJ UNCH    ?  
 CP0677
 CP0677.Superseded values are not recommended for survey control.
 CP0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0677.See file dsdata.txt to determine how the superseded data were derived.
 CP0677
 CP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR898800(NAD 83)
 CP0677_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0677_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0677
 CP0677  HISTORY     - Date     Condition        Report By
 CP0677  HISTORY     - UNK      MONUMENTED       DOD
 CP0677  HISTORY     - 1934     GOOD             DOD
 CP0677
 CP0677                          STATION DESCRIPTION
 CP0677
 CP0677'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0677'4.0 MI NW FROM DELTA POINT.
 CP0677'ABOUT 4.0 MILES NORTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0677'DELTA), MADISON PARISH, ABOUT 1-1/2 MILES NORTHEAST OF MOUNDS, ABOUT
 CP0677'655 FEET SOUTHEAST OF LEVEE STATION 3200, IN A YARD, ABOUT 60 FEET
 CP0677'NORTHEAST OF A BLAZED 10-INCH CHINABERRY TREE, ABOUT 40 FEET EAST OF
 CP0677'AN 8-INCH CHINABERRY TREE, ABOUT 35 FEET SOUTH OF THE CENTER LINE OF A
 CP0677'DIRT ROAD, 20 FEET NORTHEAST OF A HOUSE CORNER, AND 3 FEET WEST OF A
 CP0677'PICKET FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CP0677'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4027 ***********************************************************************
 BJ4027  DESIGNATION -  321
 BJ4027  PID         -  BJ4027
 BJ4027  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4027  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4027
 BJ4027                         *CURRENT SURVEY CONTROL
 BJ4027  ___________________________________________________________________
 BJ4027* NAD 83(1986)-  30 36 10.     (N)    091 12 13.     (W)     SCALED    
 BJ4027* NAVD 88     -        26.587  (meters)      87.23   (feet)  ADJUSTED  
 BJ4027  ___________________________________________________________________
 BJ4027  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4027  DYNAMIC HT  -          26.552 (meters)      87.11  (feet)  COMP
 BJ4027  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ4027
 BJ4027  VERT ORDER  -  SECOND    CLASS II
 BJ4027
 BJ4027.The horizontal coordinates were scaled from a topographic map and have
 BJ4027.an estimated accuracy of +/- 6 seconds.
 BJ4027
 BJ4027.The orthometric height was determined by differential leveling
 BJ4027.and adjusted by the National Geodetic Survey in February 1994..
 BJ4027
 BJ4027.The geoid height was determined by GEOID03.
 BJ4027
 BJ4027.The dynamic height is computed by dividing the NAVD 88
 BJ4027.geopotential number by the normal gravity value computed on the
 BJ4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4027.degrees latitude (g = 980.6199 gals.).
 BJ4027
 BJ4027.The modeled gravity was interpolated from observed gravity values.
 BJ4027
 BJ4027;                    North         East    Units  Estimated Accuracy
 BJ4027;SPC LA S     -   233,090.    1,012,440.      MT  (+/- 180 meters Scaled)
 BJ4027
 BJ4027                          SUPERSEDED SURVEY CONTROL
 BJ4027
 BJ4027.No superseded survey control is available for this station.
 BJ4027
 BJ4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP722869(NAD 83)
 BJ4027_MARKER: DB = BENCH MARK DISK
 BJ4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4027_SP_SET: CONCRETE POST
 BJ4027_STAMPING: 321 1934
 BJ4027_MARK LOGO: LAGS  
 BJ4027_PROJECTION: FLUSH
 BJ4027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4027+STABILITY: SURFACE MOTION
 BJ4027
 BJ4027  HISTORY     - Date     Condition        Report By
 BJ4027  HISTORY     - 1934     MONUMENTED       LAGS
 BJ4027  HISTORY     - 1987     GOOD             LA-033
 BJ4027
 BJ4027                          STATION DESCRIPTION
 BJ4027
 BJ4027'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4027'3.8 KM (2.35 MI) WNW FROM BAKER.
 BJ4027'ABOUT 1.1 KM (0.7 MI) SOUTH ALONG STATE HIGHWAY 964 FROM THE JUNCTION
 BJ4027'OF STATE HIGHWAY 964 AND HECK YOUNG ROAD ABOUT 4.4 KM (2.75 MI)
 BJ4027'NORTH- WEST OF BAKER TO THE MARK ON THE LEFT, 28.4 METERS (93 FT)
 BJ4027'NORTH OF A ROAD LEADING WEST, 15.2 METERS (50 FT) WEST OF THE
 BJ4027'CENTERLINE OF HIGHWAY 964 (SCENIC HIGHWAY) 12.2 METERS (40 FT) NORTH
 BJ4027'OF A 30-INCH OAK TREE AND 1.5 METERS (5 FT) EAST OF THE RIGHT-OF-WAY
 BJ4027'FENCE.
 BJ4027'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 BJ4027'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2594 ***********************************************************************
 CQ2594  DESIGNATION -  3210 LAGS
 CQ2594  PID         -  CQ2594
 CQ2594  STATE/COUNTY-  LA/OUACHITA
 CQ2594  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2594
 CQ2594                         *CURRENT SURVEY CONTROL
 CQ2594  ___________________________________________________________________
 CQ2594* NAD 83(1986)-  32 28 25.     (N)    092 04 12.     (W)     SCALED    
 CQ2594* NAVD 88     -        20.356  (meters)      66.78   (feet)  ADJUSTED  
 CQ2594  ___________________________________________________________________
 CQ2594  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2594  DYNAMIC HT  -          20.333 (meters)      66.71  (feet)  COMP
 CQ2594  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 CQ2594
 CQ2594  VERT ORDER  -  SECOND    CLASS I
 CQ2594
 CQ2594.The horizontal coordinates were scaled from a topographic map and have
 CQ2594.an estimated accuracy of +/- 6 seconds.
 CQ2594
 CQ2594.The orthometric height was determined by differential leveling
 CQ2594.and adjusted by the National Geodetic Survey in May 1997..
 CQ2594
 CQ2594.The geoid height was determined by GEOID03.
 CQ2594
 CQ2594.The dynamic height is computed by dividing the NAVD 88
 CQ2594.geopotential number by the normal gravity value computed on the
 CQ2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2594.degrees latitude (g = 980.6199 gals.).
 CQ2594
 CQ2594.The modeled gravity was interpolated from observed gravity values.
 CQ2594
 CQ2594;                    North         East    Units  Estimated Accuracy
 CQ2594;SPC LA N     -   218,910.    1,040,420.      MT  (+/- 180 meters Scaled)
 CQ2594
 CQ2594                          SUPERSEDED SURVEY CONTROL
 CQ2594
 CQ2594.No superseded survey control is available for this station.
 CQ2594
 CQ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR873933(NAD 83)
 CQ2594_MARKER: DB = BENCH MARK DISK
 CQ2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2594_SP_SET: CONCRETE POST
 CQ2594_STAMPING: 3210
 CQ2594_MARK LOGO: LAGS  
 CQ2594_PROJECTION: PROJECTING 5 CENTIMETERS
 CQ2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2594+STABILITY: SURFACE MOTION
 CQ2594
 CQ2594  HISTORY     - Date     Condition        Report By
 CQ2594  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2594  HISTORY     - 1983     GOOD             LADTD
 CQ2594  HISTORY     - 1990     POOR             USPSQD
 CQ2594  HISTORY     - 1991     POOR             USPSQD
 CQ2594
 CQ2594                          STATION DESCRIPTION
 CQ2594
 CQ2594'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2594'6.8 KM (4.2 MI) SE FROM MONROE.
 CQ2594'ABOUT 3.2 KM (2 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2594'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG NUTLAND
 CQ2594'ROAD, THENCE 0.08 KM (0.05 MILE) NORTHWEST ALONG STATE HIGHWAY 15, IN
 CQ2594'SECTION 9, T 17 N, R 4 E, 11.9 METERS (39 FEET) NORTHEAST OF THE
 CQ2594'CENTER LINE OF THE HIGHWAY, 7.0 METERS (23 FEET) EAST OF THE NORTHEAST
 CQ2594'END OF AN 18-INCH CONCRETE CULVERT.
 CQ2594'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 CQ2594'THE MARK IS 0.3 M BELOW HIGHWAY 15.
 CQ2594
 CQ2594                          STATION RECOVERY (1990)
 CQ2594
 CQ2594'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2594'MARK RECOVERED IN POOR CONDITION.
 CQ2594
 CQ2594                          STATION RECOVERY (1991)
 CQ2594
 CQ2594'RECOVERY NOTE BY US POWER SQUADRON 1991 (GW)
 CQ2594'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2597 ***********************************************************************
 CQ2597  DESIGNATION -  3215 LAGS
 CQ2597  PID         -  CQ2597
 CQ2597  STATE/COUNTY-  LA/OUACHITA
 CQ2597  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2597
 CQ2597                         *CURRENT SURVEY CONTROL
 CQ2597  ___________________________________________________________________
 CQ2597* NAD 83(1986)-  32 26 12.     (N)    092 02 33.     (W)     SCALED    
 CQ2597* NAVD 88     -        20.149  (meters)      66.11   (feet)  ADJUSTED  
 CQ2597  ___________________________________________________________________
 CQ2597  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2597  DYNAMIC HT  -          20.127 (meters)      66.03  (feet)  COMP
 CQ2597  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 CQ2597
 CQ2597  VERT ORDER  -  SECOND    CLASS I
 CQ2597
 CQ2597.The horizontal coordinates were scaled from a topographic map and have
 CQ2597.an estimated accuracy of +/- 6 seconds.
 CQ2597
 CQ2597.The orthometric height was determined by differential leveling
 CQ2597.and adjusted by the National Geodetic Survey in May 1997..
 CQ2597
 CQ2597.The geoid height was determined by GEOID03.
 CQ2597
 CQ2597.The dynamic height is computed by dividing the NAVD 88
 CQ2597.geopotential number by the normal gravity value computed on the
 CQ2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2597.degrees latitude (g = 980.6199 gals.).
 CQ2597
 CQ2597.The modeled gravity was interpolated from observed gravity values.
 CQ2597
 CQ2597;                    North         East    Units  Estimated Accuracy
 CQ2597;SPC LA N     -   214,820.    1,043,020.      MT  (+/- 180 meters Scaled)
 CQ2597
 CQ2597                          SUPERSEDED SURVEY CONTROL
 CQ2597
 CQ2597.No superseded survey control is available for this station.
 CQ2597
 CQ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR900892(NAD 83)
 CQ2597_MARKER: DB = BENCH MARK DISK
 CQ2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2597_SP_SET: CONCRETE POST
 CQ2597_STAMPING: 3215
 CQ2597_MARK LOGO: LAGS  
 CQ2597_PROJECTION: PROJECTING 20 CENTIMETERS
 CQ2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2597+STABILITY: SURFACE MOTION
 CQ2597
 CQ2597  HISTORY     - Date     Condition        Report By
 CQ2597  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2597  HISTORY     - 1983     GOOD             LADTD
 CQ2597  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2597  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ2597
 CQ2597                          STATION DESCRIPTION
 CQ2597
 CQ2597'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2597'11.5 KM (7.15 MI) SE FROM MONROE.
 CQ2597'ABOUT 3.2 KM (2.0 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2597'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG NUTLAND
 CQ2597'ROAD, THENCE 4.8 KM (3.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 15, IN
 CQ2597'SECTION 27, T 17 N, R 4 E, ABOUT 2.0 KM (1.25 MILES) SOUTHEAST OF A
 CQ2597'ROAD JUNCTION AT PINE GROVE, 14.0 METERS (46 FEET) WEST OF THE CENTER
 CQ2597'LINE OF THE HIGHWAY, 0.2 METER (0.5 FT) EAST OF A FENCE.  NOTE--THIS
 CQ2597'MARK IS SLIGHTLY LEANING, BUT APPEARS TO BE VERY SOLID.
 CQ2597'THE MARK IS 0.20 METERS  S FROM A WITNESS POST.
 CQ2597'THE MARK IS ABOVE LEVEL WITH HIGHWAY 15.
 CQ2597
 CQ2597                          STATION RECOVERY (1990)
 CQ2597
 CQ2597'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2597'MARK NOT FOUND.
 CQ2597
 CQ2597                          STATION RECOVERY (1991)
 CQ2597
 CQ2597'RECOVERY NOTE BY US POWER SQUADRON 1991 (GW)
 CQ2597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2598 ***********************************************************************
 CQ2598  DESIGNATION -  3216 LAGS
 CQ2598  PID         -  CQ2598
 CQ2598  STATE/COUNTY-  LA/OUACHITA
 CQ2598  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2598
 CQ2598                         *CURRENT SURVEY CONTROL
 CQ2598  ___________________________________________________________________
 CQ2598* NAD 83(1986)-  32 25 49.     (N)    092 02 18.     (W)     SCALED    
 CQ2598* NAVD 88     -        19.935  (meters)      65.40   (feet)  ADJUSTED  
 CQ2598  ___________________________________________________________________
 CQ2598  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2598  DYNAMIC HT  -          19.912 (meters)      65.33  (feet)  COMP
 CQ2598  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CQ2598
 CQ2598  VERT ORDER  -  SECOND    CLASS I
 CQ2598
 CQ2598.The horizontal coordinates were scaled from a topographic map and have
 CQ2598.an estimated accuracy of +/- 6 seconds.
 CQ2598
 CQ2598.The orthometric height was determined by differential leveling
 CQ2598.and adjusted by the National Geodetic Survey in May 1997..
 CQ2598
 CQ2598.The geoid height was determined by GEOID03.
 CQ2598
 CQ2598.The dynamic height is computed by dividing the NAVD 88
 CQ2598.geopotential number by the normal gravity value computed on the
 CQ2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2598.degrees latitude (g = 980.6199 gals.).
 CQ2598
 CQ2598.The modeled gravity was interpolated from observed gravity values.
 CQ2598
 CQ2598;                    North         East    Units  Estimated Accuracy
 CQ2598;SPC LA N     -   214,120.    1,043,420.      MT  (+/- 180 meters Scaled)
 CQ2598
 CQ2598                          SUPERSEDED SURVEY CONTROL
 CQ2598
 CQ2598.No superseded survey control is available for this station.
 CQ2598
 CQ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR904885(NAD 83)
 CQ2598_MARKER: DB = BENCH MARK DISK
 CQ2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2598_SP_SET: CONCRETE POST
 CQ2598_STAMPING: 3216
 CQ2598_MARK LOGO: LAGS  
 CQ2598_PROJECTION: FLUSH
 CQ2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2598+STABILITY: SURFACE MOTION
 CQ2598
 CQ2598  HISTORY     - Date     Condition        Report By
 CQ2598  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2598  HISTORY     - 1983     GOOD             LADTD
 CQ2598  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2598  HISTORY     - 1991     GOOD             USPSQD
 CQ2598
 CQ2598                          STATION DESCRIPTION
 CQ2598
 CQ2598'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2598'12.2 KM (7.6 MI) SE FROM MONROE.
 CQ2598'ABOUT 3.2 KM (2 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2598'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG NUTLAND
 CQ2598'ROAD, THENCE 5.6 KM (3.50 MILES) SOUTHEAST ALONG STATE HIGHWAY 15, TO
 CQ2598'THE MARK ON THE LEFT AND NORTHWEST OF A FIELD ACCESS ROAD IN THE
 CQ2598'NORTHEAST SECTION OF 27, T 17 N, R 4 E, 16.8 METERS (55 FEET)
 CQ2598'NORTHEAST OF THE CENTER OF THE HIGHWAY, 8.2 METERS (27 FEET) NORTHWEST
 CQ2598'OF THE CENTER OF FIELD ROAD, 5.5 METERS (18 FEET) EAST-NORTHEAST OF
 CQ2598'THE EAST END OF A METAL CULVERT UNDER FIELD ROAD.
 CQ2598'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 CQ2598'THE MARK IS ABOVE LEVEL WITH HIGHWAY 15.
 CQ2598
 CQ2598                          STATION RECOVERY (1990)
 CQ2598
 CQ2598'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2598'MARK NOT FOUND.
 CQ2598
 CQ2598                          STATION RECOVERY (1991)
 CQ2598
 CQ2598'RECOVERY NOTE BY US POWER SQUADRON 1991 (GW)
 CQ2598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2599 ***********************************************************************
 CQ2599  DESIGNATION -  3217 LAGS
 CQ2599  PID         -  CQ2599
 CQ2599  STATE/COUNTY-  LA/OUACHITA
 CQ2599  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2599
 CQ2599                         *CURRENT SURVEY CONTROL
 CQ2599  ___________________________________________________________________
 CQ2599* NAD 83(1986)-  32 25 24.     (N)    092 02 07.     (W)     SCALED    
 CQ2599* NAVD 88     -        19.124  (meters)      62.74   (feet)  ADJUSTED  
 CQ2599  ___________________________________________________________________
 CQ2599  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2599  DYNAMIC HT  -          19.102 (meters)      62.67  (feet)  COMP
 CQ2599  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 CQ2599
 CQ2599  VERT ORDER  -  SECOND    CLASS I
 CQ2599
 CQ2599.The horizontal coordinates were scaled from a topographic map and have
 CQ2599.an estimated accuracy of +/- 6 seconds.
 CQ2599
 CQ2599.The orthometric height was determined by differential leveling
 CQ2599.and adjusted by the National Geodetic Survey in May 1997..
 CQ2599
 CQ2599.The geoid height was determined by GEOID03.
 CQ2599
 CQ2599.The dynamic height is computed by dividing the NAVD 88
 CQ2599.geopotential number by the normal gravity value computed on the
 CQ2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2599.degrees latitude (g = 980.6199 gals.).
 CQ2599
 CQ2599.The modeled gravity was interpolated from observed gravity values.
 CQ2599
 CQ2599;                    North         East    Units  Estimated Accuracy
 CQ2599;SPC LA N     -   213,350.    1,043,710.      MT  (+/- 180 meters Scaled)
 CQ2599
 CQ2599                          SUPERSEDED SURVEY CONTROL
 CQ2599
 CQ2599.No superseded survey control is available for this station.
 CQ2599
 CQ2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR907877(NAD 83)
 CQ2599_MARKER: DB = BENCH MARK DISK
 CQ2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2599_SP_SET: CONCRETE POST
 CQ2599_STAMPING: 3217
 CQ2599_MARK LOGO: LAGS  
 CQ2599_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2599+STABILITY: SURFACE MOTION
 CQ2599
 CQ2599  HISTORY     - Date     Condition        Report By
 CQ2599  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2599  HISTORY     - 1983     GOOD             LADTD
 CQ2599  HISTORY     - 1990     GOOD             USPSQD
 CQ2599  HISTORY     - 1991     GOOD             USPSQD
 CQ2599
 CQ2599                          STATION DESCRIPTION
 CQ2599
 CQ2599'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2599'12.9 KM (8 MI) SE FROM MONROE.
 CQ2599'ABOUT 3.2 KM (2 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2599'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG NUTLAND
 CQ2599'ROAD, THENCE 6.4 KM (4 MILES) SOUTHEAST ALONG STATE HIGHWAY 15, TO THE
 CQ2599'MARK ON THE RIGHT, ABOUT 68.6 METERS (225.0 FEET) NORTHWEST OF THE
 CQ2599'JUNCTION OF A PAVED ROAD LEADING SOUTH, 18.3 METERS (60 FEET)
 CQ2599'SOUTHWEST OF THE CENTER OF HIGHWAY 15, 3.4 METERS (11 FEET) SOUTHWEST
 CQ2599'OF A RIGHT-OF-WAY MARKER, 0.2 METER (0.5 FT) SOUTHWEST OF A FENCE.
 CQ2599'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 CQ2599
 CQ2599                          STATION RECOVERY (1990)
 CQ2599
 CQ2599'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2599'RECOVERED IN GOOD CONDITION.
 CQ2599
 CQ2599                          STATION RECOVERY (1991)
 CQ2599
 CQ2599'RECOVERY NOTE BY US POWER SQUADRON 1991 (GW)
 CQ2599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4022 ***********************************************************************
 BJ4022  DESIGNATION -  322
 BJ4022  PID         -  BJ4022
 BJ4022  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4022  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4022
 BJ4022                         *CURRENT SURVEY CONTROL
 BJ4022  ___________________________________________________________________
 BJ4022* NAD 83(1986)-  30 36 28.     (N)    091 12 10.     (W)     SCALED    
 BJ4022* NAVD 88     -        27.407  (meters)      89.92   (feet)  ADJUSTED  
 BJ4022  ___________________________________________________________________
 BJ4022  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4022  DYNAMIC HT  -          27.372 (meters)      89.80  (feet)  COMP
 BJ4022  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ4022
 BJ4022  VERT ORDER  -  SECOND    CLASS II
 BJ4022
 BJ4022.The horizontal coordinates were scaled from a topographic map and have
 BJ4022.an estimated accuracy of +/- 6 seconds.
 BJ4022
 BJ4022.The orthometric height was determined by differential leveling
 BJ4022.and adjusted by the National Geodetic Survey in February 1994..
 BJ4022
 BJ4022.The geoid height was determined by GEOID03.
 BJ4022
 BJ4022.The dynamic height is computed by dividing the NAVD 88
 BJ4022.geopotential number by the normal gravity value computed on the
 BJ4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4022.degrees latitude (g = 980.6199 gals.).
 BJ4022
 BJ4022.The modeled gravity was interpolated from observed gravity values.
 BJ4022
 BJ4022;                    North         East    Units  Estimated Accuracy
 BJ4022;SPC LA S     -   233,650.    1,012,520.      MT  (+/- 180 meters Scaled)
 BJ4022
 BJ4022                          SUPERSEDED SURVEY CONTROL
 BJ4022
 BJ4022.No superseded survey control is available for this station.
 BJ4022
 BJ4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP722875(NAD 83)
 BJ4022_MARKER: DB = BENCH MARK DISK
 BJ4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4022_SP_SET: CONCRETE POST
 BJ4022_STAMPING: 322
 BJ4022_MARK LOGO: LAGS  
 BJ4022_PROJECTION: FLUSH
 BJ4022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4022+STABILITY: SURFACE MOTION
 BJ4022
 BJ4022  HISTORY     - Date     Condition        Report By
 BJ4022  HISTORY     - UNK      MONUMENTED       LAGS
 BJ4022  HISTORY     - 1987     GOOD             LA-033
 BJ4022
 BJ4022                          STATION DESCRIPTION
 BJ4022
 BJ4022'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4022'4.4 KM (2.75 MI) WNW FROM BAKER.
 BJ4022'ABOUT 0.6 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 964 FROM THE
 BJ4022'JUNCTION OF STATE HIGHWAY 964 AND HECK YOUNG ROAD ABOUT 4.4 KM (2.75
 BJ4022'MI) NORTH- WEST OF BAKER TO THE MARK ON THE RIGHT 10.7 METERS (35 FT)
 BJ4022'EAST OF THE CENTERLINE OF HIGHWAY 964 (SCENIC HIGHWAY) AND 2 METERS
 BJ4022'(6.5 FT) WEST OF A NORTH-SOUTH WIRE FENCE.
 BJ4022'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BJ4022'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4072 ***********************************************************************
 BJ4072  DESIGNATION -  323
 BJ4072  PID         -  BJ4072
 BJ4072  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4072  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4072
 BJ4072                         *CURRENT SURVEY CONTROL
 BJ4072  ___________________________________________________________________
 BJ4072* NAD 83(1986)-  30 37 24.     (N)    091 12 05.     (W)     SCALED    
 BJ4072* NAVD 88     -        24.530  (meters)      80.48   (feet)  ADJUSTED  
 BJ4072  ___________________________________________________________________
 BJ4072  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4072  DYNAMIC HT  -          24.498 (meters)      80.37  (feet)  COMP
 BJ4072  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ4072
 BJ4072  VERT ORDER  -  SECOND    CLASS II
 BJ4072
 BJ4072.The horizontal coordinates were scaled from a topographic map and have
 BJ4072.an estimated accuracy of +/- 6 seconds.
 BJ4072
 BJ4072.The orthometric height was determined by differential leveling
 BJ4072.and adjusted by the National Geodetic Survey in February 1994..
 BJ4072
 BJ4072.The geoid height was determined by GEOID03.
 BJ4072
 BJ4072.The dynamic height is computed by dividing the NAVD 88
 BJ4072.geopotential number by the normal gravity value computed on the
 BJ4072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4072.degrees latitude (g = 980.6199 gals.).
 BJ4072
 BJ4072.The modeled gravity was interpolated from observed gravity values.
 BJ4072
 BJ4072;                    North         East    Units  Estimated Accuracy
 BJ4072;SPC LA S     -   235,370.    1,012,650.      MT  (+/- 180 meters Scaled)
 BJ4072
 BJ4072                          SUPERSEDED SURVEY CONTROL
 BJ4072
 BJ4072.No superseded survey control is available for this station.
 BJ4072
 BJ4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP723892(NAD 83)
 BJ4072_MARKER: DB = BENCH MARK DISK
 BJ4072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4072_SP_SET: CONCRETE POST
 BJ4072_STAMPING: 323
 BJ4072_MARK LOGO: LAGS  
 BJ4072_PROJECTION: FLUSH
 BJ4072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4072+STABILITY: SURFACE MOTION
 BJ4072
 BJ4072  HISTORY     - Date     Condition        Report By
 BJ4072  HISTORY     - UNK      MONUMENTED       LAGS
 BJ4072  HISTORY     - 1987     GOOD             LA-033
 BJ4072
 BJ4072                          STATION DESCRIPTION
 BJ4072
 BJ4072'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4072'5 KM (3.1 MI) SW FROM ZACHARY.
 BJ4072'FROM THE INTERSECTION OF STATE HIGHWAYS 64 AND 964 ABOUT 3.9 KM (2.4
 BJ4072'MI) WEST OF ZACHARY, GO SOUTH ON HIGHWAY 964 FOR 3.9 KM (2.4 MI) TO
 BJ4072'THE BENCH MARK ON THE RIGHT, 0.24 KM (0.15 MI) NORTH OF CARNEY ROAD,
 BJ4072'10.8 METERS (35.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 BJ4072'9.1 METERS (30 FT) NORTH OF A PROJECTED CENTER LINE OF A GRAVELED
 BJ4072'DRIVEWAY LEADING EAST TO A YELLOW BRICK HOUSE AND 0.3 METERS (1 FT)
 BJ4072'EAST OF A RIGHT-OF-WAY FENCE.
 BJ4072'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ4072'THE MARK IS 0.76 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0679 ***********************************************************************
 CP0679  DESIGNATION -  3250 A CAP
 CP0679  PID         -  CP0679
 CP0679  STATE/COUNTY-  LA/MADISON
 CP0679  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0679
 CP0679                         *CURRENT SURVEY CONTROL
 CP0679  ___________________________________________________________________
 CP0679* NAD 83(1986)-  32 20 10.     (N)    090 58 01.     (W)     SCALED    
 CP0679* NAVD 88     -        27.58   (+/-2cm)      90.5    (feet)  VERTCON   
 CP0679  ___________________________________________________________________
 CP0679  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0679
 CP0679  VERT ORDER  -  ? (See Below)
 CP0679
 CP0679.The horizontal coordinates were scaled from a topographic map and have
 CP0679.an estimated accuracy of +/- 6 seconds.
 CP0679
 CP0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0679.The vertical order pertains to the NGVD 29 superseded value.
 CP0679
 CP0679.The geoid height was determined by GEOID03.
 CP0679
 CP0679;                    North         East    Units  Estimated Accuracy
 CP0679;SPC LA N     -   204,600.    1,144,320.      MT  (+/- 180 meters Scaled)
 CP0679
 CP0679                          SUPERSEDED SURVEY CONTROL
 CP0679
 CP0679  NGVD 29 (??/??/92)   27.585  (m)           90.50   (f) ADJ UNCH    ?  
 CP0679
 CP0679.Superseded values are not recommended for survey control.
 CP0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0679.See file dsdata.txt to determine how the superseded data were derived.
 CP0679
 CP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR913795(NAD 83)
 CP0679_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0679_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0679_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0679
 CP0679  HISTORY     - Date     Condition        Report By
 CP0679  HISTORY     - UNK      MONUMENTED       DOD
 CP0679  HISTORY     - 1934     GOOD             DOD
 CP0679
 CP0679                          STATION DESCRIPTION
 CP0679
 CP0679'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0679'3.0 MI NW FROM DELTA POINT.
 CP0679'ABOUT 3.0 MILES NORTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0679'DELTA), MADISON PARISH, ABOUT 805 FEET SOUTHWEST OF LEVEE STATION
 CP0679'3250, ABOUT 3,000 FEET SOUTHWEST OF THE JUNCTION OF THE OLD AND NEW
 CP0679'LEVEES, ABOUT 45 FEET WEST OF A SMALL BARN, AND 6 FEET FROM THE EAST
 CP0679'EDGE OF THE PORCH OF A NEGRO CABIN.  AN IRON PIPE BEARING A CORPS OF
 CP0679'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0901 ***********************************************************************
 CQ0901  DESIGNATION -  3272 LAGS
 CQ0901  PID         -  CQ0901
 CQ0901  STATE/COUNTY-  LA/OUACHITA
 CQ0901  USGS QUAD   -  CADEVILLE (1982)
 CQ0901
 CQ0901                         *CURRENT SURVEY CONTROL
 CQ0901  ___________________________________________________________________
 CQ0901* NAD 83(1986)-  32 24 53.     (N)    092 20 47.     (W)     SCALED    
 CQ0901* NAVD 88     -        54.96   (+/-2cm)     180.3    (feet)  VERTCON   
 CQ0901  ___________________________________________________________________
 CQ0901  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0901
 CQ0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0901
 CQ0901.The horizontal coordinates were scaled from a topographic map and have
 CQ0901.an estimated accuracy of +/- 6 seconds.
 CQ0901
 CQ0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0901.The vertical order pertains to the NGVD 29 superseded value.
 CQ0901
 CQ0901.The geoid height was determined by GEOID03.
 CQ0901
 CQ0901;                    North         East    Units  Estimated Accuracy
 CQ0901;SPC LA N     -   212,310.    1,014,450.      MT  (+/- 180 meters Scaled)
 CQ0901
 CQ0901                          SUPERSEDED SURVEY CONTROL
 CQ0901
 CQ0901  NGVD 29 (??/??/??)   55.010  (m)          180.48   (f) ADJUSTED    2 0
 CQ0901
 CQ0901.Superseded values are not recommended for survey control.
 CQ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0901.See file dsdata.txt to determine how the superseded data were derived.
 CQ0901
 CQ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR614865(NAD 83)
 CQ0901_MARKER: DD = SURVEY DISK
 CQ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0901_STAMPING: 3272
 CQ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0901+STABILITY: SURFACE MOTION
 CQ0901
 CQ0901  HISTORY     - Date     Condition        Report By
 CQ0901  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0901  HISTORY     - 1950     GOOD             CGS
 CQ0901  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0901
 CQ0901                          STATION DESCRIPTION
 CQ0901
 CQ0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0901'5.85 MI NE FROM EROS.
 CQ0901'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0901'AT EROS, THENCE 1.55 MILES EAST ALONG STATE HIGHWAY 1295.  0.85 MILE
 CQ0901'WEST OF BENCH MARK H 118, 0.05 MILE WEST OF A JUNCTION WITH A ROAD
 CQ0901'LEADING SOUTH TO ANTIOCH CHURCH, 52 FEET SOUTHEAST OF THE SOUTHEAST
 CQ0901'EDGE OF A CLEARING ALONG A PIPE LINE ROUTE, 30 FEET NORTH OF THE
 CQ0901'CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF A REFERENCE POST, AND
 CQ0901'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CQ0901'GROUND.
 CQ0901
 CQ0901                          STATION RECOVERY (1990)
 CQ0901
 CQ0901'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0282 ***********************************************************************
 BJ0282  DESIGNATION -  33
 BJ0282  PID         -  BJ0282
 BJ0282  STATE/COUNTY-  LA/IBERVILLE
 BJ0282  USGS QUAD   -  MARINGOUIN (1992)
 BJ0282
 BJ0282                         *CURRENT SURVEY CONTROL
 BJ0282  ___________________________________________________________________
 BJ0282* NAD 83(1986)-  30 23 57.     (N)    091 30 36.     (W)     SCALED    
 BJ0282* NAVD 88     -         5.188  (meters)      17.02   (feet)  ADJUSTED  
 BJ0282  ___________________________________________________________________
 BJ0282  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0282  DYNAMIC HT  -           5.181 (meters)      17.00  (feet)  COMP
 BJ0282  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 BJ0282
 BJ0282  VERT ORDER  -  FIRST     CLASS I
 BJ0282
 BJ0282.The horizontal coordinates were scaled from a topographic map and have
 BJ0282.an estimated accuracy of +/- 6 seconds.
 BJ0282
 BJ0282.The orthometric height was determined by differential leveling
 BJ0282.and adjusted by the National Geodetic Survey in February 1994..
 BJ0282
 BJ0282.The geoid height was determined by GEOID03.
 BJ0282
 BJ0282.The dynamic height is computed by dividing the NAVD 88
 BJ0282.geopotential number by the normal gravity value computed on the
 BJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0282.degrees latitude (g = 980.6199 gals.).
 BJ0282
 BJ0282.The modeled gravity was interpolated from observed gravity values.
 BJ0282
 BJ0282;                    North         East    Units  Estimated Accuracy
 BJ0282;SPC LA S     -   210,530.      983,020.      MT  (+/- 180 meters Scaled)
 BJ0282
 BJ0282                          SUPERSEDED SURVEY CONTROL
 BJ0282
 BJ0282  NGVD 29 (??/??/??)    5.204  (m)           17.07   (f) ADJUSTED    1 1
 BJ0282
 BJ0282.Superseded values are not recommended for survey control.
 BJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0282.See file dsdata.txt to determine how the superseded data were derived.
 BJ0282
 BJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP431639(NAD 83)
 BJ0282_MARKER: DD = SURVEY DISK
 BJ0282_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0282_SP_SET: 106 FT IRON PIPE
 BJ0282_STAMPING: PBM 33 USE
 BJ0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0282
 BJ0282  HISTORY     - Date     Condition        Report By
 BJ0282  HISTORY     - 1976     MONUMENTED       USE
 BJ0282
 BJ0282                          STATION DESCRIPTION
 BJ0282
 BJ0282'DESCRIBED BY US ENGINEERS 1976
 BJ0282'AT RAMAH FROM RAMAH.
 BJ0282'AT RAMAH, 0.05 MILE SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE
 BJ0282'OF THE LEVEE FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS,
 BJ0282'0.05 MILE SOUTH OF BENCH MARK J 292, 95 FT SOUTH OF THE SOUTH EDGE
 BJ0282'OF THE INTERSTATE HIGHWAY 10 EAST BOUND LANES OVERPASS, 66 FT EAST
 BJ0282'OF THE CENTER LINE OF THE ROAD, 49.5 FT SOUTH OF A POWER LINE POLE
 BJ0282'WITH 2 GUY WIRES, A 2-INCH IRON PIPE WITH A CAP DRIVEN TO A DEPTH
 BJ0282'OF 106 FT ENCASED IN A 3-INCH IRON PIPE BORED TO A DEPTH OF 84 FT
 BJ0282'WITH A 3-INCH SCREW CAP FOR ACCESS. THE SCREW CAP PROJECTS 1.0 FT
 BJ0282'ABOVE THE GROUND.
 BJ0282'3 FEET BELOW ROAD
 BJ0282'4 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4067 ***********************************************************************
 BJ4067  DESIGNATION -  33 87
 BJ4067  PID         -  BJ4067
 BJ4067  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4067  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4067
 BJ4067                         *CURRENT SURVEY CONTROL
 BJ4067  ___________________________________________________________________
 BJ4067* NAD 83(1986)-  30 30 31.     (N)    091 09 54.     (W)     SCALED    
 BJ4067* NAVD 88     -        16.745  (meters)      54.94   (feet)  ADJUSTED  
 BJ4067  ___________________________________________________________________
 BJ4067  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4067  DYNAMIC HT  -          16.724 (meters)      54.87  (feet)  COMP
 BJ4067  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ4067
 BJ4067  VERT ORDER  -  SECOND    CLASS II
 BJ4067
 BJ4067.The horizontal coordinates were scaled from a topographic map and have
 BJ4067.an estimated accuracy of +/- 6 seconds.
 BJ4067
 BJ4067.The orthometric height was determined by differential leveling
 BJ4067.and adjusted by the National Geodetic Survey in February 1994..
 BJ4067
 BJ4067.The geoid height was determined by GEOID03.
 BJ4067
 BJ4067.The dynamic height is computed by dividing the NAVD 88
 BJ4067.geopotential number by the normal gravity value computed on the
 BJ4067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4067.degrees latitude (g = 980.6199 gals.).
 BJ4067
 BJ4067.The modeled gravity was interpolated from observed gravity values.
 BJ4067
 BJ4067;                    North         East    Units  Estimated Accuracy
 BJ4067;SPC LA S     -   222,660.    1,016,160.      MT  (+/- 180 meters Scaled)
 BJ4067
 BJ4067                          SUPERSEDED SURVEY CONTROL
 BJ4067
 BJ4067.No superseded survey control is available for this station.
 BJ4067
 BJ4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP760765(NAD 83)
 BJ4067_MARKER: DB = BENCH MARK DISK
 BJ4067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4067_SP_SET: CONCRETE POST
 BJ4067_STAMPING: 33-87 1987
 BJ4067_MARK LOGO: LA-033
 BJ4067_PROJECTION: FLUSH
 BJ4067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4067+STABILITY: SURFACE MOTION
 BJ4067
 BJ4067  HISTORY     - Date     Condition        Report By
 BJ4067  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4067
 BJ4067                          STATION DESCRIPTION
 BJ4067
 BJ4067'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4067'IN BATON ROUGE.
 BJ4067'ABOUT 1.1 KM (0.7 MI) EASTERLY ON AIRLINE HIGHWAY FROM THE AIRLINE
 BJ4067'HIGHWAY AND SCENIC HIGHWAY TO THE BENCH MARK ON THE RIGHT UNDER THE
 BJ4067'INTERSTATE 210 OVERPASS, 20.4 METERS (67 FT) SOUTH OF THE CENTERLINE
 BJ4067'OF THE EAST BOUND LANE OF AIRLINE HIGHWAY, 15.1 METERS (49.5 FT)
 BJ4067'SOUTHWEST OF THE WEST PIER OF INTERSTATE 210, AND 5.2 METERS (17 FT)
 BJ4067'SOUTHWEST OF A PIER OF THE ON RAMP TO INTERSTATE 210.
 BJ4067'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4067'THE MARK IS ABOVE LEVEL WITH AIRLINE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2778 ***********************************************************************
 BJ2778  DESIGNATION -  33 A
 BJ2778  PID         -  BJ2778
 BJ2778  STATE/COUNTY-  LA/ST LANDRY
 BJ2778  USGS QUAD   -  LOTTIE (1994)
 BJ2778
 BJ2778                         *CURRENT SURVEY CONTROL
 BJ2778  ___________________________________________________________________
 BJ2778* NAD 83(1986)-  30 31 53.     (N)    091 44 51.     (W)     SCALED    
 BJ2778* NAVD 88     -         8.96   (+/-2cm)      29.4    (feet)  VERTCON   
 BJ2778  ___________________________________________________________________
 BJ2778  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2778
 BJ2778  VERT ORDER  -  ? (See Below)
 BJ2778
 BJ2778.The horizontal coordinates were scaled from a topographic map and have
 BJ2778.an estimated accuracy of +/- 6 seconds.
 BJ2778
 BJ2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2778.The vertical order pertains to the NGVD 29 superseded value.
 BJ2778
 BJ2778.The geoid height was determined by GEOID03.
 BJ2778
 BJ2778;                    North         East    Units  Estimated Accuracy
 BJ2778;SPC LA S     -   225,240.      960,260.      MT  (+/- 180 meters Scaled)
 BJ2778
 BJ2778                          SUPERSEDED SURVEY CONTROL
 BJ2778
 BJ2778  NGVD 29 (??/??/??)    8.975  (m)           29.45   (f) ADJUSTED    ?  
 BJ2778
 BJ2778.Superseded values are not recommended for survey control.
 BJ2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2778.See file dsdata.txt to determine how the superseded data were derived.
 BJ2778
 BJ2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP201783(NAD 83)
 BJ2778_MARKER: S = SPIKE
 BJ2778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2778_SP_SET: TREE
 BJ2778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2778
 BJ2778  HISTORY     - Date     Condition        Report By
 BJ2778  HISTORY     - UNK      MONUMENTED       DOD
 BJ2778  HISTORY     - 1936     GOOD             DOD
 BJ2778
 BJ2778                          STATION DESCRIPTION
 BJ2778
 BJ2778'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2778'0.5 MI S FROM KROTZ SPRINGS.
 BJ2778'1/2 MILE SOUTH OF KROTZ SPRINGS RAILROAD STATION B.M. IS 5/8 IN. G.I.
 BJ2778'SPIKE 2.0 FEET ABOVE GROUND IN DIAMOND BLAZE ON 9 IN. SYCAMORE TREE 80
 BJ2778'FEET LANDSIDE OF STATION 2444+50 OF WEST ATCHAFALAYA RIVER LEVEE
 BJ2778'MARKER SURVEY, 500 FEET WEST OF DIRT ROAD ALONG LEVEE, 1/2 MILE SOUTH
 BJ2778'OF M.P.R.R. AT TOWN OF KROTZ SPRINGS, 600 FEET SOUTH OF HOUSE ON
 BJ2778'PROPERTY OF E.T. ERNEST.  1,300 FEET NORTH OF LEVEE MILE POST NO. 49.
 BJ2778'9 FT. WEST OF ROAD BORROW PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2779 ***********************************************************************
 BJ2779  DESIGNATION -  33 B
 BJ2779  PID         -  BJ2779
 BJ2779  STATE/COUNTY-  LA/ST LANDRY
 BJ2779  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2779
 BJ2779                         *CURRENT SURVEY CONTROL
 BJ2779  ___________________________________________________________________
 BJ2779* NAD 83(1986)-  30 31 06.     (N)    091 45 02.     (W)     SCALED    
 BJ2779* NAVD 88     -         7.19   (+/-2cm)      23.6    (feet)  VERTCON   
 BJ2779  ___________________________________________________________________
 BJ2779  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2779
 BJ2779  VERT ORDER  -  ? (See Below)
 BJ2779
 BJ2779.The horizontal coordinates were scaled from a topographic map and have
 BJ2779.an estimated accuracy of +/- 6 seconds.
 BJ2779
 BJ2779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2779.The vertical order pertains to the NGVD 29 superseded value.
 BJ2779
 BJ2779.The geoid height was determined by GEOID03.
 BJ2779
 BJ2779;                    North         East    Units  Estimated Accuracy
 BJ2779;SPC LA S     -   223,800.      959,960.      MT  (+/- 180 meters Scaled)
 BJ2779
 BJ2779                          SUPERSEDED SURVEY CONTROL
 BJ2779
 BJ2779  NGVD 29 (??/??/??)    7.201  (m)           23.63   (f) ADJUSTED    ?  
 BJ2779
 BJ2779.Superseded values are not recommended for survey control.
 BJ2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2779.See file dsdata.txt to determine how the superseded data were derived.
 BJ2779
 BJ2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP198768(NAD 83)
 BJ2779_MARKER: S = SPIKE
 BJ2779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2779_SP_SET: TREE
 BJ2779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2779
 BJ2779  HISTORY     - Date     Condition        Report By
 BJ2779  HISTORY     - UNK      MONUMENTED       DOD
 BJ2779  HISTORY     - 1936     GOOD             DOD
 BJ2779
 BJ2779                          STATION DESCRIPTION
 BJ2779
 BJ2779'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2779'1.6 MI S FROM KROTZ SPRINGS.
 BJ2779'1.6 MILES BELOW RAILROAD STATION AT KROTZ SPRINGS B.M. IS 5/8 IN. G.I.
 BJ2779'SPIKE 2.4 FT. ABOVE GROUND IN DIAMOND BLAZE ON 8 IN. GUM TREE, 130 FT.
 BJ2779'LANDSIDE OF STATION 2501+50 OF WEST ATCHAFALAYA LEVEE MARKER SURVEY.
 BJ2779'70 FT. WEST OF CENTERLINE OF DIRT ROAD ALONG LEVEE.  AT SOUTHEAST
 BJ2779'CORNER OF WOODS.  10 FT. NORTH OF EAST AND WEST FENCE. APPROXIMATELY
 BJ2779'1.6 MILES BELOW M.P.R.R. AT KROTZ SPRINGS.  600 FEET NORTH OF LEVEE
 BJ2779'MILE POST 50 AND ON SOUTH EDGE OF SLOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0975 ***********************************************************************
 CQ0975  DESIGNATION -  33 BOLT
 CQ0975  PID         -  CQ0975
 CQ0975  STATE/COUNTY-  LA/LINCOLN
 CQ0975  USGS QUAD   -  RUSTON WEST (1994)
 CQ0975
 CQ0975                         *CURRENT SURVEY CONTROL
 CQ0975  ___________________________________________________________________
 CQ0975* NAD 83(1986)-  32 31 37.     (N)    092 38 18.     (W)     SCALED    
 CQ0975* NAVD 88     -        95.925  (meters)     314.71   (feet)  ADJUSTED  
 CQ0975  ___________________________________________________________________
 CQ0975  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0975  DYNAMIC HT  -          95.818 (meters)     314.36  (feet)  COMP
 CQ0975  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 CQ0975
 CQ0975  VERT ORDER  -  FIRST     CLASS II
 CQ0975
 CQ0975.The horizontal coordinates were scaled from a topographic map and have
 CQ0975.an estimated accuracy of +/- 6 seconds.
 CQ0975
 CQ0975.The orthometric height was determined by differential leveling
 CQ0975.and adjusted by the National Geodetic Survey in June 1991..
 CQ0975
 CQ0975.The geoid height was determined by GEOID03.
 CQ0975
 CQ0975.The dynamic height is computed by dividing the NAVD 88
 CQ0975.geopotential number by the normal gravity value computed on the
 CQ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0975.degrees latitude (g = 980.6199 gals.).
 CQ0975
 CQ0975.The modeled gravity was interpolated from observed gravity values.
 CQ0975
 CQ0975;                    North         East    Units  Estimated Accuracy
 CQ0975;SPC LA N     -   224,750.      987,000.      MT  (+/- 180 meters Scaled)
 CQ0975
 CQ0975                          SUPERSEDED SURVEY CONTROL
 CQ0975
 CQ0975  NGVD 29 (??/??/??)   95.994  (m)          314.94   (f) ADJUSTED    1 2
 CQ0975
 CQ0975.Superseded values are not recommended for survey control.
 CQ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0975.See file dsdata.txt to determine how the superseded data were derived.
 CQ0975
 CQ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR339989(NAD 83)
 CQ0975_MARKER: B = BOLT
 CQ0975_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0975_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0975
 CQ0975  HISTORY     - Date     Condition        Report By
 CQ0975  HISTORY     - UNK      MONUMENTED       DOD
 CQ0975  HISTORY     - 1969     GOOD             CGS
 CQ0975  HISTORY     - 1987     GOOD             USPSQD
 CQ0975  HISTORY     - 20040131 GOOD             USPSQD
 CQ0975
 CQ0975                          STATION DESCRIPTION
 CQ0975
 CQ0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0975'IN RUSTON.
 CQ0975'AT RUSTON, ON THE COURTHOUSE LAWN, 45 FEET WEST OF THE CENTER LINE OF
 CQ0975'VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND 167, 75 FEET SOUTH OF THE
 CQ0975'CENTER LINE OF LOUISIANA AVENUE, 66 1/2 FEET SOUTHEAST OF THE
 CQ0975'NORTHEAST CORNER OF THE COURTHOUSE, 3.5 FEET WEST OF THE WEST EDGE OF
 CQ0975'A SIDEWALK, A COPPER BOLT IN THE TOP OF A STONE SLAB ABOUT 2 FEET
 CQ0975'BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CQ0975'3-INCH IRON PIPE WHICH BEARS A USE CAP AND WHICH PROJECTS 6 INCHES
 CQ0975'ABOVE THE SURFACE OF THE GROUND.  SEC 24, T 18N, R 3W.
 CQ0975
 CQ0975                          STATION RECOVERY (1987)
 CQ0975
 CQ0975'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0975'RECOVERED IN GOOD CONDITION.
 CQ0975
 CQ0975                          STATION RECOVERY (2004)
 CQ0975
 CQ0975'RECOVERY NOTE BY US POWER SQUADRON 2004 (TPJ)
 CQ0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2013 ***********************************************************************
 BJ2013  DESIGNATION -  33 BOLT
 BJ2013  PID         -  BJ2013
 BJ2013  STATE/COUNTY-  LA/IBERVILLE
 BJ2013  USGS QUAD   -  BAYOU SORREL (1992)
 BJ2013
 BJ2013                         *CURRENT SURVEY CONTROL
 BJ2013  ___________________________________________________________________
 BJ2013* NAD 83(1986)-  30 13 26.     (N)    091 20 27.     (W)     SCALED    
 BJ2013* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 BJ2013  ___________________________________________________________________
 BJ2013  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2013
 BJ2013  VERT ORDER  -  ? (See Below)
 BJ2013
 BJ2013.The horizontal coordinates were scaled from a topographic map and have
 BJ2013.an estimated accuracy of +/- 6 seconds.
 BJ2013
 BJ2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2013.The vertical order pertains to the NGVD 29 superseded value.
 BJ2013
 BJ2013.The geoid height was determined by GEOID03.
 BJ2013
 BJ2013;                    North         East    Units  Estimated Accuracy
 BJ2013;SPC LA S     -   191,080.      999,280.      MT  (+/- 180 meters Scaled)
 BJ2013
 BJ2013                          SUPERSEDED SURVEY CONTROL
 BJ2013
 BJ2013  NGVD 29 (??/??/??)    1.752  (m)            5.75   (f) ADJUSTED    ?  
 BJ2013
 BJ2013.Superseded values are not recommended for survey control.
 BJ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2013.See file dsdata.txt to determine how the superseded data were derived.
 BJ2013
 BJ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP596447(NAD 83)
 BJ2013_MARKER: B = BOLT
 BJ2013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2013
 BJ2013  HISTORY     - Date     Condition        Report By
 BJ2013  HISTORY     - UNK      MONUMENTED       DOD
 BJ2013  HISTORY     - 1917     GOOD             DOD
 BJ2013
 BJ2013                          STATION DESCRIPTION
 BJ2013
 BJ2013'DESCRIBED BY US DEPARTMENT OF DEFENSE 1917
 BJ2013'2.7 MI S FROM INDIAN VILLAGE.
 BJ2013'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2013'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 1.8 MILES WEST ALONG
 BJ2013'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ON THE
 BJ2013'SOUTH BANK OF THE RIVER, ABOUT 4,265 FEET BELOW A POINT OPPOSITE
 BJ2013'BULLTAIL BAYOU OR LOWER FLATS, IN TIMBER, 21 FEET BACK OF THE RIVER
 BJ2013'BANK, 19 FEET NORTHEAST OF A BLAZED 14-INCH ELM TREE, 15.9 FEET EAST
 BJ2013'OF A BLAZED 6-INCH ASH TREE, AND 14.2 FEET SOUTHEAST OF A BLAZED
 BJ2013'14-INCH ASH TREE.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB
 BJ2013'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BJ2013'PROJECTING ABOUT 20 INCHES ABOVE GROUND AND BEARING A CORPS OF
 BJ2013'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0974 ***********************************************************************
 CQ0974  DESIGNATION -  33 CAP
 CQ0974  PID         -  CQ0974
 CQ0974  STATE/COUNTY-  LA/LINCOLN
 CQ0974  USGS QUAD   -  RUSTON WEST (1994)
 CQ0974
 CQ0974                         *CURRENT SURVEY CONTROL
 CQ0974  ___________________________________________________________________
 CQ0974* NAD 83(1986)-  32 31 37.     (N)    092 38 18.     (W)     SCALED    
 CQ0974* NAVD 88     -        96.550  (meters)     316.76   (feet)  ADJUSTED  
 CQ0974  ___________________________________________________________________
 CQ0974  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0974  DYNAMIC HT  -          96.442 (meters)     316.41  (feet)  COMP
 CQ0974  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 CQ0974
 CQ0974  VERT ORDER  -  FIRST     CLASS II
 CQ0974
 CQ0974.The horizontal coordinates were scaled from a topographic map and have
 CQ0974.an estimated accuracy of +/- 6 seconds.
 CQ0974
 CQ0974.The orthometric height was determined by differential leveling
 CQ0974.and adjusted by the National Geodetic Survey in June 1991..
 CQ0974
 CQ0974.The geoid height was determined by GEOID03.
 CQ0974
 CQ0974.The dynamic height is computed by dividing the NAVD 88
 CQ0974.geopotential number by the normal gravity value computed on the
 CQ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0974.degrees latitude (g = 980.6199 gals.).
 CQ0974
 CQ0974.The modeled gravity was interpolated from observed gravity values.
 CQ0974
 CQ0974;                    North         East    Units  Estimated Accuracy
 CQ0974;SPC LA N     -   224,750.      987,000.      MT  (+/- 180 meters Scaled)
 CQ0974
 CQ0974                          SUPERSEDED SURVEY CONTROL
 CQ0974
 CQ0974  NGVD 29 (??/??/??)   96.619  (m)          316.99   (f) ADJUSTED    1 2
 CQ0974
 CQ0974.Superseded values are not recommended for survey control.
 CQ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0974.See file dsdata.txt to determine how the superseded data were derived.
 CQ0974
 CQ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR339989(NAD 83)
 CQ0974_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0974_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0974_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0974
 CQ0974  HISTORY     - Date     Condition        Report By
 CQ0974  HISTORY     - UNK      MONUMENTED       DOD
 CQ0974  HISTORY     - 1969     GOOD             CGS
 CQ0974  HISTORY     - 1987     GOOD             USPSQD
 CQ0974  HISTORY     - 20040131 GOOD             USPSQD
 CQ0974
 CQ0974                          STATION DESCRIPTION
 CQ0974
 CQ0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0974'IN RUSTON.
 CQ0974'AT RUSTON, ON THE COURTHOUSE LAWN, 45 FEET WEST OF THE CENTER LINE OF
 CQ0974'VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND 167, 75 FEET SOUTH OF THE
 CQ0974'CENTER LINE OF LOUISIANA AVENUE, 66 1/2 FEET SOUTHEAST OF THE
 CQ0974'NORTHEAST CORNER OF THE COURTHOUSE, 3.5 FEET WEST OF THE WEST EDGE OF
 CQ0974'A SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREETS, A U.S.
 CQ0974'ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES
 CQ0974'ABOVE THE SURFACE OF THE GROUND.  SEC 24, T 18N, R 3W.
 CQ0974
 CQ0974                          STATION RECOVERY (1987)
 CQ0974
 CQ0974'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0974'RECOVERED IN GOOD CONDITION.
 CQ0974
 CQ0974                          STATION RECOVERY (2004)
 CQ0974
 CQ0974'RECOVERY NOTE BY US POWER SQUADRON 2004 (TPJ)
 CQ0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2012 ***********************************************************************
 BJ2012  DESIGNATION -  33 CAP
 BJ2012  PID         -  BJ2012
 BJ2012  STATE/COUNTY-  LA/IBERVILLE
 BJ2012  USGS QUAD   -  BAYOU SORREL (1992)
 BJ2012
 BJ2012                         *CURRENT SURVEY CONTROL
 BJ2012  ___________________________________________________________________
 BJ2012* NAD 83(1986)-  30 13 26.     (N)    091 20 27.     (W)     SCALED    
 BJ2012* NAVD 88     -         2.96   (+/-2cm)       9.7    (feet)  VERTCON   
 BJ2012  ___________________________________________________________________
 BJ2012  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2012
 BJ2012  VERT ORDER  -  ? (See Below)
 BJ2012
 BJ2012.The horizontal coordinates were scaled from a topographic map and have
 BJ2012.an estimated accuracy of +/- 6 seconds.
 BJ2012
 BJ2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2012.The vertical order pertains to the NGVD 29 superseded value.
 BJ2012
 BJ2012.The geoid height was determined by GEOID03.
 BJ2012
 BJ2012;                    North         East    Units  Estimated Accuracy
 BJ2012;SPC LA S     -   191,080.      999,280.      MT  (+/- 180 meters Scaled)
 BJ2012
 BJ2012                          SUPERSEDED SURVEY CONTROL
 BJ2012
 BJ2012  NGVD 29 (??/??/??)    2.983  (m)            9.79   (f) ADJUSTED    ?  
 BJ2012
 BJ2012.Superseded values are not recommended for survey control.
 BJ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2012.See file dsdata.txt to determine how the superseded data were derived.
 BJ2012
 BJ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP596447(NAD 83)
 BJ2012_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2012
 BJ2012  HISTORY     - Date     Condition        Report By
 BJ2012  HISTORY     - UNK      MONUMENTED       DOD
 BJ2012  HISTORY     - 1917     GOOD             DOD
 BJ2012
 BJ2012                          STATION DESCRIPTION
 BJ2012
 BJ2012'DESCRIBED BY US DEPARTMENT OF DEFENSE 1917
 BJ2012'2.7 MI S FROM INDIAN VILLAGE.
 BJ2012'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2012'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 1.8 MILES WEST ALONG
 BJ2012'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ON THE
 BJ2012'SOUTH BANK OF THE RIVER, ABOUT 4,265 FEET BELOW A POINT OPPOSITE
 BJ2012'BULLTAIL BAYOU OR LOWER FLATS, IN TIMBER, 21 FEET BACK OF THE RIVER
 BJ2012'BANK, 19 FEET NORTHEAST OF A BLAZED 14-INCH ELM TREE, 15.9 FEET EAST
 BJ2012'OF A BLAZED 6-INCH ASH TREE, AND 14.2 FEET SOUTHEAST OF A BLAZED
 BJ2012'14-INCH ASH TREE.  AN IRON PIPE PROJECTING ABOUT 20 INCHES ABOVE
 BJ2012'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2448 ***********************************************************************
 CP2448  DESIGNATION -  33 H 001
 CP2448  PID         -  CP2448
 CP2448  STATE/COUNTY-  LA/MADISON
 CP2448  USGS QUAD   -  DELHI (1986)
 CP2448
 CP2448                         *CURRENT SURVEY CONTROL
 CP2448  ___________________________________________________________________
 CP2448* NAD 83(1992)-  32 25 36.92076(N)    091 23 20.86526(W)     ADJUSTED  
 CP2448* NAVD 88     -        24.01   (+/-2cm)      78.8    (feet)  VERTCON   
 CP2448  ___________________________________________________________________
 CP2448  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2448  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP2448
 CP2448  HORZ ORDER  -  SECOND
 CP2448  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2448
 CP2448.The horizontal coordinates were established by classical geodetic methods
 CP2448.and adjusted by the National Geodetic Survey in May 1994..
 CP2448
 CP2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2448.The vertical order pertains to the NGVD 29 superseded value.
 CP2448
 CP2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2448
 CP2448.The geoid height was determined by GEOID03.
 CP2448
 CP2448;                    North         East     Units Scale Factor Converg.
 CP2448;SPC LA N     -   214,186.257 1,104,473.749   MT  0.99995412   +0 35 14.3
 CP2448;SPC LA N     -   702,709.41  3,623,594.29   sFT  0.99995412   +0 35 14.3
 CP2448;UTM  15      - 3,588,900.265   651,454.655   MT  0.99988287   +0 51 50.2
 CP2448
 CP2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2448!SPC LA N     -   1.00000036  x   0.99995412  =   0.99995448
 CP2448!UTM  15      -   1.00000036  x   0.99988287  =   0.99988323
 CP2448
 CP2448                          SUPERSEDED SURVEY CONTROL
 CP2448
 CP2448  NAD 83(1992)-  32 25 36.92608(N)    091 23 20.86336(W) AD(       ) 2
 CP2448  NAD 83(1986)-  32 25 36.93289(N)    091 23 20.85978(W) AD(       ) 2
 CP2448  NGVD 29 (06/11/92)   24.030  (m)           78.84   (f) ADJUSTED    2 1
 CP2448
 CP2448.Superseded values are not recommended for survey control.
 CP2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2448.See file dsdata.txt to determine how the superseded data were derived.
 CP2448
 CP2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5145588900(NAD 83)
 CP2448_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2448_SP_SET: CONCRETE POST
 CP2448_STAMPING: 33H001 1982
 CP2448_MARK LOGO: LADH  
 CP2448_PROJECTION: FLUSH
 CP2448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2448+STABILITY: SURFACE MOTION
 CP2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2448+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2448
 CP2448  HISTORY     - Date     Condition        Report By
 CP2448  HISTORY     - 1982     MONUMENTED       LADTD
 CP2448  HISTORY     - 1982     GOOD             LADTD
 CP2448  HISTORY     - 19900724 GOOD             LADTD
 CP2448
 CP2448                          STATION DESCRIPTION
 CP2448
 CP2448'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2448'THE STATION IS LOCATED ABOUT 9 KM (5.6 MILES) EAST-SOUTHEAST OF DELHI
 CP2448'AND 17.7 KM (11 MILES) WEST OF TALLULAH IN THE SOUTHWEST QUARTER OF
 CP2448'SECTION 30, T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2448'TRANSPORTATION AND DEVELOPMENT.
 CP2448'
 CP2448'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2448'AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST ON INTERSTATE 20 FOR
 CP2448'10.3 KM (6.4 MILES) TO THE STATION IN THE MEDIAN OF THE HIGHWAY.
 CP2448'
 CP2448'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2448'LADTD) DISK STAMPED---33H001 1982--- SET INTO THE TOP OF A ROUND
 CP2448'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2448'LOCATED 13.7 METERS (45.0 FEET) N FROM THE CENTER OF THE EAST BOUND
 CP2448'LANE OF INTERSTATE 20., 13.4 METERS (44.0 FEET) S FROM THE CENTER OF
 CP2448'THE WEST BOUND LANE OF INTERSTATE 20., AND 0.5 METER (1.5 FEET) E
 CP2448'FROM A METAL WITNESS POST AND SIGN.
 CP2448'
 CP2448'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2448'(NOW LADTD) DISK STAMPED---33H001 1982--- SET INTO AN IRREGULAR MASS
 CP2448'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2448
 CP2448                          STATION RECOVERY (1982)
 CP2448
 CP2448'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2448'9.2 KM (5.7 MI) EAST FROM DELHI.
 CP2448'ABOUT 10.3 KM (6.4 MILES) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2448'INTERSECTION OF HIGHWAY 20 AND STATE HIGHWAY 17 IN SOUTH DELHI TO THE
 CP2448'STATION IN THE MEDIAN, 13.7 METERS (45 FT) NORTH OF THE CENTER OF THE
 CP2448'EAST BOUND LANE OF HIGHWAY 20, 13.4 METERS (44 FT) SOUTH OF THE CENTER
 CP2448'OF THE WEST BOUND LANE OF HIGHWAY 20.
 CP2448'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP2448'THE MARK IS 0.61 M BELOW HIGHWAY 20.
 CP2448
 CP2448                          STATION RECOVERY (1990)
 CP2448
 CP2448'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2448'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) WEST OF TALLULAH AND 9
 CP2448'KM (5.60 MI) EAST-SOUTHEAST OF DELHI IN THE SOUTHWEST QUARTER OF
 CP2448'SECTION 30, T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2448'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 CP2448'OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST
 CP2448'FOR 10.3 KM (6.40 MI) ON INTERSTATE 20 TO THE STATION SET IN THE
 CP2448'MEDIAN. THE STATION IS 13.7 M (44.9 FT) NORTH FROM THE CENTER OF THE
 CP2448'EAST BOUND LANE OF THE INTERSTATE, 13.4 M (44.0 FT) SOUTH FROM THE
 CP2448'CENTER OF THE WEST BOUND LANES OF THE INTERSTATE AND 0.5 M (1.6 FT)
 CP2448'EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH
 CP2448'WITH THE GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 CP2448'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2443 ***********************************************************************
 CP2443  DESIGNATION -  33 H 002
 CP2443  PID         -  CP2443
 CP2443  STATE/COUNTY-  LA/MADISON
 CP2443  USGS QUAD   -  TENDAL (1986)
 CP2443
 CP2443                         *CURRENT SURVEY CONTROL
 CP2443  ___________________________________________________________________
 CP2443* NAD 83(1992)-  32 25 27.23421(N)    091 22 08.31396(W)     ADJUSTED  
 CP2443* NAVD 88     -        30.98   (+/-2cm)     101.6    (feet)  VERTCON   
 CP2443  ___________________________________________________________________
 CP2443  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CP2443  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2443
 CP2443  HORZ ORDER  -  SECOND
 CP2443  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2443
 CP2443.The horizontal coordinates were established by classical geodetic methods
 CP2443.and adjusted by the National Geodetic Survey in May 1994..
 CP2443
 CP2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2443.The vertical order pertains to the NGVD 29 superseded value.
 CP2443
 CP2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2443
 CP2443.The geoid height was determined by GEOID03.
 CP2443
 CP2443;                    North         East     Units Scale Factor Converg.
 CP2443;SPC LA N     -   213,907.508 1,106,372.131   MT  0.99995370   +0 35 52.7
 CP2443;SPC LA N     -   701,794.88  3,629,822.57   sFT  0.99995370   +0 35 52.7
 CP2443;UTM  15      - 3,588,630.704   653,354.233   MT  0.99989001   +0 52 28.9
 CP2443
 CP2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2443!SPC LA N     -   0.99999927  x   0.99995370  =   0.99995297
 CP2443!UTM  15      -   0.99999927  x   0.99989001  =   0.99988928
 CP2443
 CP2443                          SUPERSEDED SURVEY CONTROL
 CP2443
 CP2443  NAD 83(1992)-  32 25 27.23996(N)    091 22 08.31192(W) AD(       ) 2
 CP2443  NAD 83(1986)-  32 25 27.24634(N)    091 22 08.30850(W) AD(       ) 2
 CP2443  NGVD 29 (06/11/92)   30.993  (m)          101.68   (f) ADJUSTED    2 1
 CP2443
 CP2443.Superseded values are not recommended for survey control.
 CP2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2443.See file dsdata.txt to determine how the superseded data were derived.
 CP2443
 CP2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5335488631(NAD 83)
 CP2443_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2443_SP_SET: CONCRETE POST
 CP2443_STAMPING: 33H002 1982
 CP2443_MARK LOGO: LADH  
 CP2443_PROJECTION: FLUSH
 CP2443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2443+STABILITY: SURFACE MOTION
 CP2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2443+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2443
 CP2443  HISTORY     - Date     Condition        Report By
 CP2443  HISTORY     - 1982     MONUMENTED       LADTD
 CP2443  HISTORY     - 1982     GOOD             LADTD
 CP2443  HISTORY     - 19900724 GOOD             LADTD
 CP2443
 CP2443                          STATION DESCRIPTION
 CP2443
 CP2443'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2443'THE STATION IS LOCATED ABOUT 11.3 KM (7 MILES) EAST-SOUTHEAST OF
 CP2443'DELHI AND 16.1 KM (10 MILES) WEST OF TALLULAH IN THE SOUTHWEST
 CP2443'QUARTER OF SECTION 29, T17N, R11E.  OWNERSHIP-- LOUISIANA DEPARTMENT
 CP2443'OF TRANSPORTATION AND DEVELOPMENT.
 CP2443'
 CP2443'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2443'AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST ON INTERSTATE 20 FOR
 CP2443'12.2 KM (7.6 MILES) TO THE STATION ON THE RIGHT, SOUTH SIDE OF THE
 CP2443'HIGHWAY, NEAR THE SOUTHEAST CORNER OF AN OVERPASS OVER INTERSTATE 20.
 CP2443'
 CP2443'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2443'LADTD) DISK STAMPED---33H002 1982--- SET INTO THE TOP OF A ROUND
 CP2443'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2443'LOCATED 31.4 METERS (103 FEET) S FROM THE CENTER OF THE EAST BOUND
 CP2443'LANE OF INTERSTATE 20, 5.3 METERS (17.5 FEET) E FROM THE CENTER OF
 CP2443'ASPHALT ROAD, 4.4 METERS (14.5 FEET) SSE FROM THE SOUTH-EAST END OF
 CP2443'THE OVERPASS, 1.5 METERS (5 FEET) NE FROM THE NORTH-END OF A METAL
 CP2443'GUARD RAIL., AND 0.6 METER (2 FEET) ESE FROM A METAL WITNESS POST AND
 CP2443'SIGN.
 CP2443'
 CP2443'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2443'(NOW LADTD) DISK STAMPED---33H002 1982--- SET INTO AN IRREGULAR MASS
 CP2443'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2443
 CP2443                          STATION RECOVERY (1982)
 CP2443
 CP2443'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2443'11.3 KM (7 MI) WEST FROM DELHI.
 CP2443'ABOUT 12.2 KM (7.6 MILES) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2443'INTERSECTION OF HIGHWAY 20 AND STATE HIGHWAY 17 IN SOUTH DELHI TO THE
 CP2443'STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF AN OVERPASS OVER
 CP2443'HIGHWAY 20, 31.4 METERS (103 FT) SOUTH OF THE CENTER OF THE EAST BOUND
 CP2443'LANE OF HIGHWAY 20, 5.3 METERS (17.5 FT) EAST OF THE CENTER OF A
 CP2443'ASPHALT ROAD, 4.4 METERS (14.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 CP2443'END OF THE OVERPASS, 1.5 METERS (5 FT) NORTHEAST OF THE NORTH END OF A
 CP2443'METAL GUARD RAIL.
 CP2443'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 CP2443'THE MARK IS 0.30 M BELOW PAVED ROAD.
 CP2443
 CP2443                          STATION RECOVERY (1990)
 CP2443
 CP2443'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2443'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) WEST OF TALLULAH AND
 CP2443'11.3 KM (7.00 MI) EAST-SOUTHEAST OF DELHI IN THE SOUTHWEST QUARTER OF
 CP2443'SECTION 29, T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2443'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 CP2443'OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST
 CP2443'FOR 12.2 KM (7.60 MI) ON INTERSTATE 20 TO THE STATION ON THE RIGHT,
 CP2443'SET NEAR THE SOUTHEAST CORNER OF AN OVERPASS OVER THE INTERSTATE. THE
 CP2443'STATION IS 31.4 M (103.0 FT) SOUTH FROM THE CENTER OF THE EAST BOUND
 CP2443'LANES OF THE INTERSTATE, 5.3 M (17.4 FT) EAST FROM THE CENTER OF A
 CP2443'ASLPHALT ROAD, 4.4 M (14.4 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST END
 CP2443'OF THE OVERPASS BRIDGE, 2.1 M (6.9 FT) SOUTH FROM THE INTERSTATE
 CP2443'RIGHT-OF-WAY FENCE, 1.5 M (4.9 FT) NORTHEAST FROM THE NORTH END OF A
 CP2443'METAL GUARD RAIL AT THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT AND
 CP2443'0.9 M (3.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN
 CP2443'ATTACHED.  THE MARK IS RECESSED 7.6 CM (3 IN) BELOW THE GROUND SURFACE
 CP2443'AND ABOUT LEVEL WITH THE OVERPASS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2442 ***********************************************************************
 CP2442  DESIGNATION -  33 H 003
 CP2442  PID         -  CP2442
 CP2442  STATE/COUNTY-  LA/MADISON
 CP2442  USGS QUAD   -  TENDAL (1986)
 CP2442
 CP2442                         *CURRENT SURVEY CONTROL
 CP2442  ___________________________________________________________________
 CP2442* NAD 83(1992)-  32 25 25.71054(N)    091 21 10.88699(W)     ADJUSTED  
 CP2442* NAVD 88     -        24.24   (+/-2cm)      79.5    (feet)  VERTCON   
 CP2442  ___________________________________________________________________
 CP2442  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CP2442  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2442
 CP2442  HORZ ORDER  -  SECOND
 CP2442  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2442
 CP2442.The horizontal coordinates were established by classical geodetic methods
 CP2442.and adjusted by the National Geodetic Survey in May 1994..
 CP2442
 CP2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2442.The vertical order pertains to the NGVD 29 superseded value.
 CP2442
 CP2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2442
 CP2442.The geoid height was determined by GEOID03.
 CP2442
 CP2442;                    North         East     Units Scale Factor Converg.
 CP2442;SPC LA N     -   213,876.346 1,107,872.842   MT  0.99995364   +0 36 23.1
 CP2442;SPC LA N     -   701,692.65  3,634,746.15   sFT  0.99995364   +0 36 23.1
 CP2442;UTM  15      - 3,588,606.794   654,854.986   MT  0.99989571   +0 52 59.7
 CP2442
 CP2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2442!SPC LA N     -   1.00000033  x   0.99995364  =   0.99995397
 CP2442!UTM  15      -   1.00000033  x   0.99989571  =   0.99989604
 CP2442
 CP2442                          SUPERSEDED SURVEY CONTROL
 CP2442
 CP2442  NAD 83(1992)-  32 25 25.71663(N)    091 21 10.88491(W) AD(       ) 2
 CP2442  NAD 83(1986)-  32 25 25.72268(N)    091 21 10.88155(W) AD(       ) 2
 CP2442  NGVD 29 (06/11/92)   24.257  (m)           79.58   (f) ADJUSTED    2 1
 CP2442
 CP2442.Superseded values are not recommended for survey control.
 CP2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2442.See file dsdata.txt to determine how the superseded data were derived.
 CP2442
 CP2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5485588607(NAD 83)
 CP2442_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2442_SP_SET: CONCRETE POST
 CP2442_STAMPING: 33H003 1982
 CP2442_MARK LOGO: LADH  
 CP2442_PROJECTION: FLUSH
 CP2442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2442+STABILITY: SURFACE MOTION
 CP2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2442+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2442
 CP2442  HISTORY     - Date     Condition        Report By
 CP2442  HISTORY     - 1982     MONUMENTED       LADTD
 CP2442  HISTORY     - 1982     GOOD             LADTD
 CP2442  HISTORY     - 19900724 GOOD             LADTD
 CP2442
 CP2442                          STATION DESCRIPTION
 CP2442
 CP2442'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2442'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MILES) EAST-SOUTHEAST OF
 CP2442'DELHI AND 14 KM (8.7 MILES) WEST OF TALLULAH IN THE SOUTHWEST QUARTER
 CP2442'OF SECTION 28, T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2442'TRANSPORTATION AND DEVELOPMENT.
 CP2442'
 CP2442'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2442'AND U S HIGHWAY 65 SOUTH OF TALLULAH, GO WEST ALONG INTERSTATE 20 FOR
 CP2442'15.2 KM (9.5 MILES) TO THE STATION ON THE RIGHT NEAR THE RIGHT-OF-WAY
 CP2442'FENCE.
 CP2442'
 CP2442'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2442'LADTD) DISK STAMPED---33H003 1982--- SET INTO THE TOP OF A ROUND
 CP2442'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2442'LOCATED 31 METERS (102 FEET) N FROM THE CENTER OF THE WEST BOUND LANE
 CP2442'OF INTERSTATE 20, 22.6 METERS (74 FEET) NE FROM THE CENTER OF A
 CP2442'DOUBLE CONCRETE DRAIN, 0.6 METER (2 FEET) S FROM THE RIGHT-OF-WAY
 CP2442'FENCE, AND 0.6 METER (2 FEET) S FROM A METAL WITNESS POST WITH SIGN
 CP2442'ATTACHED.
 CP2442'
 CP2442'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2442'(NOW LADTD) DISK STAMPED---33H003 1982--- SET INTO AN IRREGULAR MASS
 CP2442'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2442
 CP2442                          STATION RECOVERY (1982)
 CP2442
 CP2442'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2442'15.2 KM (9.5 MI) WEST FROM TALLULAH.
 CP2442'ABOUT 15.2 KM (9.5 MILES) WEST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2442'INTERSECTION OF HIGHWAY 20 AND U.S. HIGHWAY 65 IN SOUTH TALLULAH TO
 CP2442'THE STATION ON THE RIGHT, 31 METERS (102 FT) NORTH OF THE CENTER OF
 CP2442'THE WEST BOUND LANE OF HIGHWAY 20, 22.6 METERS (74 FT) NORTHEAST OF
 CP2442'THE CENTER OF A DOUBLE CONCRETE DRAIN, 0.6 METER (2.0 FT) SOUTH OF A
 CP2442'NET WIRE FENCE.
 CP2442'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CP2442'THE MARK IS 0.91 M BELOW HIGHWAY 20.
 CP2442
 CP2442                          STATION RECOVERY (1990)
 CP2442
 CP2442'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2442'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) WEST OF TALLULAH AND 12.6
 CP2442'KM (7.80 MI) EAST OF DELHI, IN THE SOUTHWEST QUARTER OF SECTION 28,
 CP2442'T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP2442'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP2442'HIGHWAY 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST FOR 13.8 KM
 CP2442'(8.55 MI) ON INTERSTATE 20 OR TO REACH THE STATION FROM THE JUNCTION
 CP2442'OF INTERSTATE 20 AND U.S.  HIGHWAY 65 SOUTH OF TALLULAH, GO WEST FOR
 CP2442'15.6 KM (9.70 MI) ON INTERSTATE 20 TO THE STATION SET ON THE NORTH
 CP2442'SIDE OF THE HIGHWAY NEAR THE RIGHT-OF-WAY FENCE. THE STATION IS 31.0 M
 CP2442'(101.7 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANES OF THE
 CP2442'INTERSTATE, 22.6 M (74.1 FT) NORTHEAST FROM THE CENTER OF A DOUBLE
 CP2442'CONCRETE DRAIN, 0.6 M (2.0 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE AND
 CP2442'0.6 M (2.0 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2442'THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2441 ***********************************************************************
 CP2441  DESIGNATION -  33 H 004
 CP2441  PID         -  CP2441
 CP2441  STATE/COUNTY-  LA/MADISON
 CP2441  USGS QUAD   -  TENDAL (1986)
 CP2441
 CP2441                         *CURRENT SURVEY CONTROL
 CP2441  ___________________________________________________________________
 CP2441* NAD 83(1992)-  32 25 19.55400(N)    091 20 09.83568(W)     ADJUSTED  
 CP2441* NAVD 88     -        24.54   (+/-2cm)      80.5    (feet)  VERTCON   
 CP2441  ___________________________________________________________________
 CP2441  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CP2441  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP2441
 CP2441  HORZ ORDER  -  SECOND
 CP2441  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2441
 CP2441.The horizontal coordinates were established by classical geodetic methods
 CP2441.and adjusted by the National Geodetic Survey in May 1994..
 CP2441
 CP2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2441.The vertical order pertains to the NGVD 29 superseded value.
 CP2441
 CP2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2441
 CP2441.The geoid height was determined by GEOID03.
 CP2441
 CP2441;                    North         East     Units Scale Factor Converg.
 CP2441;SPC LA N     -   213,703.725 1,109,469.780   MT  0.99995337   +0 36 55.3
 CP2441;SPC LA N     -   701,126.30  3,639,985.44   sFT  0.99995337   +0 36 55.3
 CP2441;UTM  15      - 3,588,441.901   656,452.652   MT  0.99990185   +0 53 32.3
 CP2441
 CP2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2441!SPC LA N     -   1.00000028  x   0.99995337  =   0.99995365
 CP2441!UTM  15      -   1.00000028  x   0.99990185  =   0.99990213
 CP2441
 CP2441                          SUPERSEDED SURVEY CONTROL
 CP2441
 CP2441  NAD 83(1992)-  32 25 19.56044(N)    091 20 09.83350(W) AD(       ) 2
 CP2441  NAD 83(1986)-  32 25 19.56615(N)    091 20 09.83025(W) AD(       ) 2
 CP2441  NGVD 29 (06/11/92)   24.551  (m)           80.55   (f) ADJUSTED    2 1
 CP2441
 CP2441.Superseded values are not recommended for survey control.
 CP2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2441.See file dsdata.txt to determine how the superseded data were derived.
 CP2441
 CP2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5645388442(NAD 83)
 CP2441_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2441_SP_SET: CONCRETE POST
 CP2441_STAMPING: 33H004 1982
 CP2441_MARK LOGO: LADH  
 CP2441_PROJECTION: FLUSH
 CP2441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2441+STABILITY: SURFACE MOTION
 CP2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2441+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2441
 CP2441  HISTORY     - Date     Condition        Report By
 CP2441  HISTORY     - 1982     MONUMENTED       LADTD
 CP2441  HISTORY     - 1982     GOOD             LADTD
 CP2441  HISTORY     - 19900724 GOOD             LADTD
 CP2441
 CP2441                          STATION DESCRIPTION
 CP2441
 CP2441'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2441'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MILES) WEST OF TALLULAH AND
 CP2441'14.2 KM (8.8 MILES) EAST OF DELHI IN THE SOUTHWEST QUARTER OF SECTION
 CP2441'27, T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 CP2441'AND DEVELOPMENT.
 CP2441'
 CP2441'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2441'AND U S HIGHWAY 65 SOUTH OF TALLULAH, GO WEST ALONG INTERSTATE 20 FOR
 CP2441'13.7 KM (8.5 MILES) TO THE STATION IN THE MEDIAN.
 CP2441'
 CP2441'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2441'LADTD) DISK STAMPED---33H004 1982--- SET INTO THE TOP OF A ROUND
 CP2441'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2441'LOCATED 34.1 METERS (112 FEET) NW FROM A METAL INTERSTATE 20 EAST
 CP2441'HIGHWAY SIGN, 14 METERS (46 FEET) S FROM THE CENTER OF THE WEST BOUND
 CP2441'LANE OF INTERSTATE 20, 13.3 METERS (43.5 FEET) N FROM THE CENTER OF
 CP2441'THE EAST BOUND LANE OF INTERSTATE 20, AND 0.6 METER (2 FEET) E FROM A
 CP2441'METAL WITNESS POST WITH SIGN ATTACHED.
 CP2441'
 CP2441'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2441'(NOW LADTD) DISK STAMPED---33H004 1982--- SET INTO AN IRREGULAR MASS
 CP2441'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2441
 CP2441                          STATION RECOVERY (1982)
 CP2441
 CP2441'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2441'11.9 KM (7.4 MI) WEST FROM TALLULAH.
 CP2441'ABOUT 13.7 KM (8.5 MILES) WEST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2441'INTERSECTION OF HIGHWAY 20 AND U.S. HIGHWAY 65 IN SOUTH TALLULAH TO
 CP2441'THE STATION IN THE MEDIAN, 34.1 METERS (112 FT) NORTHWEST OF A METAL
 CP2441'HIGHWAY 20 EAST SIGN, 14.0 METERS (46 FT) SOUTH OF THE CENTER OF THE
 CP2441'WEST BOUND LANE OF HIGHWAY 20, 13.3 METERS (43.5 FT) NORTH OF THE
 CP2441'CENTER OF THE EAST BOUND LANE OF HIGHWAY 20.
 CP2441'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP2441'THE MARK IS 1.22 M BELOW HIGHWAY 20.
 CP2441
 CP2441                          STATION RECOVERY (1990)
 CP2441
 CP2441'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2441'THE STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) EAST OF DELHI AND 12.6
 CP2441'KM (7.80 MI) WEST OF TALLULAH IN THE SOUTHWEST QUARTER OF SECTION 27,
 CP2441'T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP2441'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP2441'HIGHWAY 20 AND U.S.  HIGHWAY 65 SOUTH OF TALLULAH, GO WEST FOR 14 KM
 CP2441'(8.70 MI) ON INTERSTATE 20 TO THE STATION SET IN THE MEDIAN. THE
 CP2441'STATION IS 14.0 M (45.9 FT) SOUTH FROM THE CENTER OF THE WEST BOUND
 CP2441'LANES OF THE INTERSTATE, 13.3 M (43.6 FT) NORTH FROM THE CENTER OF THE
 CP2441'EAST BOUND LANES OF THE INTERSTATE AND 0.6 M (2.0 FT) EAST FROM A
 CP2441'METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 CP2441'GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2440 ***********************************************************************
 CP2440  DESIGNATION -  33 H 005
 CP2440  PID         -  CP2440
 CP2440  STATE/COUNTY-  LA/MADISON
 CP2440  USGS QUAD   -  TENDAL (1986)
 CP2440
 CP2440                         *CURRENT SURVEY CONTROL
 CP2440  ___________________________________________________________________
 CP2440* NAD 83(1992)-  32 25 15.04162(N)    091 19 11.23741(W)     ADJUSTED  
 CP2440* NAVD 88     -        25.15   (+/-2cm)      82.5    (feet)  VERTCON   
 CP2440  ___________________________________________________________________
 CP2440  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CP2440  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP2440
 CP2440  HORZ ORDER  -  SECOND
 CP2440  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2440
 CP2440.The horizontal coordinates were established by classical geodetic methods
 CP2440.and adjusted by the National Geodetic Survey in May 1994..
 CP2440
 CP2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2440.The vertical order pertains to the NGVD 29 superseded value.
 CP2440
 CP2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2440
 CP2440.The geoid height was determined by GEOID03.
 CP2440
 CP2440;                    North         East     Units Scale Factor Converg.
 CP2440;SPC LA N     -   213,581.298 1,111,002.138   MT  0.99995318   +0 37 26.3
 CP2440;SPC LA N     -   700,724.64  3,645,012.85   sFT  0.99995318   +0 37 26.3
 CP2440;UTM  15      - 3,588,326.889   657,985.509   MT  0.99990779   +0 54 03.6
 CP2440
 CP2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2440!SPC LA N     -   1.00000019  x   0.99995318  =   0.99995337
 CP2440!UTM  15      -   1.00000019  x   0.99990779  =   0.99990798
 CP2440
 CP2440                          SUPERSEDED SURVEY CONTROL
 CP2440
 CP2440  NAD 83(1992)-  32 25 15.04842(N)    091 19 11.23517(W) AD(       ) 2
 CP2440  NAD 83(1986)-  32 25 15.05379(N)    091 19 11.23199(W) AD(       ) 2
 CP2440  NGVD 29 (06/11/92)   25.160  (m)           82.55   (f) ADJUSTED    2 1
 CP2440
 CP2440.Superseded values are not recommended for survey control.
 CP2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2440.See file dsdata.txt to determine how the superseded data were derived.
 CP2440
 CP2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5798688327(NAD 83)
 CP2440_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2440_SP_SET: CONCRETE POST
 CP2440_STAMPING: 33H005 1982
 CP2440_MARK LOGO: LADH  
 CP2440_PROJECTION: FLUSH
 CP2440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2440+STABILITY: SURFACE MOTION
 CP2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2440+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2440
 CP2440  HISTORY     - Date     Condition        Report By
 CP2440  HISTORY     - 1982     MONUMENTED       LADTD
 CP2440  HISTORY     - 1982     GOOD             LADTD
 CP2440  HISTORY     - 19900724 GOOD             LADTD
 CP2440
 CP2440                          STATION DESCRIPTION
 CP2440
 CP2440'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2440'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MILES) WEST OF TALLULAH AND
 CP2440'15.9 KM (9.9 MILES) EAST OF DELHI IN THE SOUTHWEST QUARTER OF SECTION
 CP2440'26, T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 CP2440'AND DEVELOPMENT.
 CP2440'
 CP2440'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2440'AND U.S. HIGHWAY 65 SOUTH OF TALLULAH, GO WEST ALONG INTERSTATE 20
 CP2440'FOR 12.1 KM (7.5 MILES) TO THE STATION IN THE MEDIAN NEAR THE EAST
 CP2440'END OF TWIN BRIDGES CROSSING THE TENSAS RIVER.
 CP2440'
 CP2440'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2440'LADTD) DISK STAMPED---33H005 1982--- SET INTO THE TOP OF A ROUND
 CP2440'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2440'LOCATED 12.9 METERS (42.5 FEET) S FROM THE CENTER OF THE WEST BOUND
 CP2440'LANE OF INTERSTATE 20, 12.8 METERS (42.0 FEET) N FROM THE CENTER OF
 CP2440'THE EAST BOUND LANE OF INTERSTATE 20, 9.8 METERS (32.0 FEET) ENE
 CP2440'FROM THE NORTHEAST CORNER OF EAST BOUND BRIDGE, 8.7 METERS (28.5
 CP2440'FEET) SSE FROM THE SOUTHEAST CORNER OF WEST BOUND BRIDGE, AND 0.6
 CP2440'METER (2.0 FEET) E FROM A METAL WITNESS POST AND SIGN.
 CP2440'
 CP2440'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2440'(NOW LADTD) DISK STAMPED---33H005 1982--- SET INTO AN IRREGULAR MASS
 CP2440'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2440
 CP2440                          STATION RECOVERY (1982)
 CP2440
 CP2440'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2440'10.3 KM (6.4 MI) WEST FROM TALLULAH.
 CP2440'ABOUT 12.1 KM (7.5 MILES) WEST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2440'INTERSECTION OF HIGHWAY 20 AND U.S. HIGHWAY 65 IN SOUTH TALLULAH TO
 CP2440'THE STATION IN THE MEDIAN NEAR THE EAST END OF TWIN BRIDGES,
 CP2440'12.9 METERS (42.5 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANE OF
 CP2440'HIGHWAY 20, 12.8 METERS (42.FT) NORTH OF THE EAST BOUND LANE OF
 CP2440'HIGHWAY 20, 9.8 METERS (32 FT)EAST-NORTHEAST OF THE NORTHEAST CORNER
 CP2440'OF THE EAST BOUND BRIDGE, 8.7 METERS (28.5 FT) SOUTH-SOUTHEAST OF THE
 CP2440'SOUTHEAST CORNER OF THE WEST BOUND BRIDGE.
 CP2440'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP2440'THE MARK IS 0.30 M BELOW HIGHWAY 20.
 CP2440
 CP2440                          STATION RECOVERY (1990)
 CP2440
 CP2440'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2440'THE STATION IS LOCATED ABOUT 15.9 KM (9.85 MI) EAST OF DELHI AND 10.9
 CP2440'KM (6.75 MI) WEST OF TALLULAH IN THE SOUTHWEST QUARTER OF SECTION 26,
 CP2440'T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP2440'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP2440'HIGHWAY 20 AND U.S.  HIGHWAY 65 SOUTH OF TALLULAH, GO WEST FOR 12.1 KM
 CP2440'(7.50 MI) ON INTERSTATE 20 TO THE STATION SET IN THE MEDIAN NEAR THE
 CP2440'EAST END OF TWIN BRIDGES CROSSING THE TENSAS RIVER. THE STATION IS
 CP2440'12.9 M (42.3 FT) SOUTH FROM THE CENTER OF THE WEST BOUND LANES OF THE
 CP2440'INTERSTATE, 12.8 M (42.0 FT) NORTH FROM THE CENTER OF THE EAST BOUND
 CP2440'LANES OF THE INTERSTATE, 9.8 M (32.2 FT) EAST-NORTHEAST FROM THE
 CP2440'NORTHEAST CORNER OF THE EAST BOUND BRIDGE, 8.7 M (28.5 FT)
 CP2440'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE WEST BOUND BRIDGE AND
 CP2440'0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2436 ***********************************************************************
 CP2436  DESIGNATION -  33 H 006
 CP2436  PID         -  CP2436
 CP2436  STATE/COUNTY-  LA/MADISON
 CP2436  USGS QUAD   -  TENDAL (1986)
 CP2436
 CP2436                         *CURRENT SURVEY CONTROL
 CP2436  ___________________________________________________________________
 CP2436* NAD 83(1992)-  32 25 11.37065(N)    091 18 04.45964(W)     ADJUSTED  
 CP2436* NAVD 88     -        30.95   (+/-2cm)     101.5    (feet)  VERTCON   
 CP2436  ___________________________________________________________________
 CP2436  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CP2436  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2436
 CP2436  HORZ ORDER  -  SECOND
 CP2436  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2436
 CP2436.The horizontal coordinates were established by classical geodetic methods
 CP2436.and adjusted by the National Geodetic Survey in May 1994..
 CP2436
 CP2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2436.The vertical order pertains to the NGVD 29 superseded value.
 CP2436
 CP2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2436
 CP2436.The geoid height was determined by GEOID03.
 CP2436
 CP2436;                    North         East     Units Scale Factor Converg.
 CP2436;SPC LA N     -   213,487.379 1,112,747.938   MT  0.99995303   +0 38 01.6
 CP2436;SPC LA N     -   700,416.51  3,650,740.53   sFT  0.99995303   +0 38 01.6
 CP2436;UTM  15      - 3,588,241.417   659,731.670   MT  0.99991463   +0 54 39.4
 CP2436
 CP2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2436!SPC LA N     -   0.99999928  x   0.99995303  =   0.99995231
 CP2436!UTM  15      -   0.99999928  x   0.99991463  =   0.99991391
 CP2436
 CP2436                          SUPERSEDED SURVEY CONTROL
 CP2436
 CP2436  NAD 83(1992)-  32 25 11.37785(N)    091 18 04.45732(W) AD(       ) 2
 CP2436  NAD 83(1986)-  32 25 11.38288(N)    091 18 04.45425(W) AD(       ) 2
 CP2436  NGVD 29 (06/11/92)   30.964  (m)          101.59   (f) ADJUSTED    2 1
 CP2436
 CP2436.Superseded values are not recommended for survey control.
 CP2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2436.See file dsdata.txt to determine how the superseded data were derived.
 CP2436
 CP2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5973288241(NAD 83)
 CP2436_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2436_SP_SET: CONCRETE POST
 CP2436_STAMPING: 33H006 1982
 CP2436_MARK LOGO: LADH  
 CP2436_PROJECTION: FLUSH
 CP2436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2436+STABILITY: SURFACE MOTION
 CP2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2436+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2436
 CP2436  HISTORY     - Date     Condition        Report By
 CP2436  HISTORY     - 1982     MONUMENTED       LADTD
 CP2436  HISTORY     - 1982     GOOD             LADTD
 CP2436  HISTORY     - 19900724 GOOD             LADTD
 CP2436
 CP2436                          STATION DESCRIPTION
 CP2436
 CP2436'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2436'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MILES) WEST OF TALLULAH AND
 CP2436'17.4 KM (10.8 MILES) EAST OF DELHI IN THE NORTHWEST QUARTER OF
 CP2436'SECTION 36, T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2436'TRANSPORTATION AND DEVELOPMENT.
 CP2436'
 CP2436'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2436'AND U S HIGHWAY 65 SOUTH OF TALLULAH, DRIVE WEST ALONG INTERSTATE 20
 CP2436'FOR 10.3 KM (6.4 MILES) TO THE STATION ON THE RIGHT NEAR THE
 CP2436'NORTHWEST CORNER OF AN OVERPASS OVER INTERSTATE 20.
 CP2436'
 CP2436'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2436'LADTD) DISK STAMPED---33H006 1982--- SET INTO THE TOP OF A ROUND
 CP2436'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2436'LOCATED 32.2 METERS (105.5 FEET) N FROM THE CENTER OF THE WEST BOUND
 CP2436'LANE OF INTERSTATE 20, 5.5 METERS (18.0 FEET) W FROM THE CENTER OF A
 CP2436'PAVED ROAD, 4.9 METERS (16.0 FEET) NNW FROM THE NORTHWEST CORNER OF
 CP2436'THE OVERPASS, AND 0.8 METER (2.5 FEET) N FROM A METAL WITNESS POST
 CP2436'AND SIGN.
 CP2436'
 CP2436'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2436'(NOW LADTD) DISK STAMPED---33H006 1982--- SET INTO AN IRREGULAR MASS
 CP2436'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2436
 CP2436                          STATION RECOVERY (1982)
 CP2436
 CP2436'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2436'10.3 KM (6.4 MI) WEST FROM TALLULAH.
 CP2436'ABOUT 10.3 KM (6.4 MILES) WEST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2436'INTERSECTION OF HIGHWAY 20 AND US HIGHWAY 65 IN SOUTH TALLULAH TO THE
 CP2436'STATION ON THE LEFT NEAR A BRIDGE CROSSING THE TENSAS RIVER. THE
 CP2436'STATION IS NEAR THE NORTHWEST CORNER OF AN OVERPASS OVER HIGHWAY 20.
 CP2436'32.2 METERS (105.50 FT) NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 CP2436'HIGHWAY 20, 5.5 METERS (18 FT) WEST OF THE CENTER OF AN ASPHALT ROAD,
 CP2436'4.9 METERS (16 FT) NORTH-NORTHWEST OF THE CORNER OF THE OVERPASS.
 CP2436'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 CP2436'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 CP2436
 CP2436                          STATION RECOVERY (1990)
 CP2436
 CP2436'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2436'THE STATION IS LOCATED ABOUT 17.4 KM (10.80 MI) EAST OF DELHI AND 9.5
 CP2436'KM (5.90 MI) WEST OF TALLULAH IN THE NORTHWEST QUARTER OF SECTION 36,
 CP2436'T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP2436'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP2436'HIGHWAY 20 AND U.S.  HIGHWAY 65 SOUTH OF TALLULAH, GO WEST FOR 10.6 KM
 CP2436'(6.60 MI) ON INTERSTATE 20 TO THE STATION ON THE RIGHT, SET NEAR THE
 CP2436'NORTHWEST CORNER OF AN OVERPASS OVER THE INTERSTATE. THE STATION IS
 CP2436'32.2 M (105.6 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANES OF THE
 CP2436'INTERSTATE, 5.5 M (18.0 FT) WEST FROM THE CENTER OF A PAVED ROAD, 4.9
 CP2436'M (16.1 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE OVERPASS,
 CP2436'1.2 M (3.9 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE BRIDGE
 CP2436'ABUTMENT AND 0.8 M (2.6 FT) NORTH FROM A METAL WITNESS POST WITH SIGN
 CP2436'ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 CP2436'OVERPASS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2437 ***********************************************************************
 CP2437  DESIGNATION -  33 H 007
 CP2437  PID         -  CP2437
 CP2437  STATE/COUNTY-  LA/MADISON
 CP2437  USGS QUAD   -  TENDAL (1986)
 CP2437
 CP2437                         *CURRENT SURVEY CONTROL
 CP2437  ___________________________________________________________________
 CP2437* NAD 83(1992)-  32 25 33.69894(N)    091 18 08.62658(W)     ADJUSTED  
 CP2437* NAVD 88     -        25.79   (+/-2cm)      84.6    (feet)  VERTCON   
 CP2437  ___________________________________________________________________
 CP2437  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CP2437  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2437
 CP2437  HORZ ORDER  -  SECOND
 CP2437  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2437
 CP2437.The horizontal coordinates were established by classical geodetic methods
 CP2437.and adjusted by the National Geodetic Survey in May 1994..
 CP2437
 CP2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2437.The vertical order pertains to the NGVD 29 superseded value.
 CP2437
 CP2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2437
 CP2437.The geoid height was determined by GEOID03.
 CP2437
 CP2437;                    North         East     Units Scale Factor Converg.
 CP2437;SPC LA N     -   214,173.901 1,112,631.476   MT  0.99995398   +0 37 59.4
 CP2437;SPC LA N     -   702,668.87  3,650,358.43   sFT  0.99995398   +0 37 59.4
 CP2437;UTM  15      - 3,588,927.341   659,611.893   MT  0.99991416   +0 54 37.7
 CP2437
 CP2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2437!SPC LA N     -   1.00000009  x   0.99995398  =   0.99995407
 CP2437!UTM  15      -   1.00000009  x   0.99991416  =   0.99991425
 CP2437
 CP2437                          SUPERSEDED SURVEY CONTROL
 CP2437
 CP2437  NAD 83(1992)-  32 25 33.70612(N)    091 18 08.62441(W) AD(       ) 2
 CP2437  NAD 83(1986)-  32 25 33.71113(N)    091 18 08.62123(W) AD(       ) 2
 CP2437  NGVD 29 (06/11/92)   25.805  (m)           84.66   (f) ADJUSTED    2 1
 CP2437
 CP2437.Superseded values are not recommended for survey control.
 CP2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2437.See file dsdata.txt to determine how the superseded data were derived.
 CP2437
 CP2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5961288927(NAD 83)
 CP2437_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2437_SP_SET: CONCRETE POST
 CP2437_STAMPING: 33H007 1982
 CP2437_MARK LOGO: LADH  
 CP2437_PROJECTION: FLUSH
 CP2437_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2437+STABILITY: SURFACE MOTION
 CP2437
 CP2437  HISTORY     - Date     Condition        Report By
 CP2437  HISTORY     - 1982     MONUMENTED       LADTD
 CP2437  HISTORY     - 1982     GOOD             LADTD
 CP2437
 CP2437                          STATION DESCRIPTION
 CP2437
 CP2437'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2437'THE STATION IS LOCATED ABOUT 10.8 KM (6.75 MILES) WEST-NORTHWEST OF
 CP2437'TALLULAH AND 18.1 KM (11.25 MILES) EAST-SOUTHEAST OF DELHI ON THE
 CP2437'NORTH SIDE OF THE ILLNOIS CENTRAL GULF RAILROAD IN THE SOUTHWEST
 CP2437'QUARTER OF SECTION 25, T17N, R11E.  OWNERSHIP--ILLINOIS CENTRAL GULF
 CP2437'RAILROAD.
 CP2437'
 CP2437'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, GO WEST ALONG U
 CP2437'S HIGHWAY 80 FOR 11.3 KM (7 MILES) TO A GRAVEL ROAD ON THE LEFT WITH
 CP2437'THE STATION MARK WEST OF THE GRAVEL ROAD AND BETWEEN U S  80 AND THE
 CP2437'ILLINOIS CENTRAL RAILROAD.
 CP2437'
 CP2437'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2437'LADTD) DISK STAMPED---33H007 1982--- SET INTO THE TOP OF A ROUND
 CP2437'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2437'LOCATED 89.3 METERS (293 FEET) S FROM THE CENTER OF U S 80, 7 METERS
 CP2437'(23 FEET) W FROM THE CENTER OF A GRAVEL ROAD, 6.1 METERS (20 FEET) N
 CP2437'FROM THE NORTH RAIL OF THE RAILROAD, AND 0.5 METER (1.5 FEET) S FROM
 CP2437'A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2437'
 CP2437'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2437'(NOW LADTD) DISK STAMPED---33H007 1982--- SET INTO AN IRREGULAR MASS
 CP2437'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2437
 CP2437                          STATION RECOVERY (1982)
 CP2437
 CP2437'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2437'9.2 KM (5.7 MI) WEST FROM TALLULAH.
 CP2437'ABOUT 12.9 KM (8.0 MILES) WEST ALONG US HIGHWAY 80 FROM THE COURTHOUSE
 CP2437'IN TALLULAH TO THE STATION ON THE LEFT BY THE ILLINOIS CENTRAL GULF
 CP2437'RAIL ROAD TRACK, 89.3 METERS (293 FT) SOUTH OF THE CENTER OF HIGHWAY
 CP2437'80, 7 METERS (23 FT) WEST OF THE CENTER OF A GRAVEL ROAD, 6.1 METERS
 CP2437'(20 FT) NORTH OF THE NORTH RAIL OF THE RAIL ROAD TRACK.
 CP2437'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CP2437'THE MARK IS 0.30 M BELOW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2435 ***********************************************************************
 CP2435  DESIGNATION -  33 H 008
 CP2435  PID         -  CP2435
 CP2435  STATE/COUNTY-  LA/MADISON
 CP2435  USGS QUAD   -  TENDAL (1986)
 CP2435
 CP2435                         *CURRENT SURVEY CONTROL
 CP2435  ___________________________________________________________________
 CP2435* NAD 83(1992)-  32 24 58.23770(N)    091 17 00.06724(W)     ADJUSTED  
 CP2435* NAVD 88     -        24.50   (+/-2cm)      80.4    (feet)  VERTCON   
 CP2435  ___________________________________________________________________
 CP2435  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CP2435  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP2435
 CP2435  HORZ ORDER  -  SECOND
 CP2435  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2435
 CP2435.The horizontal coordinates were established by classical geodetic methods
 CP2435.and adjusted by the National Geodetic Survey in May 1994..
 CP2435
 CP2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2435.The vertical order pertains to the NGVD 29 superseded value.
 CP2435
 CP2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2435
 CP2435.The geoid height was determined by GEOID03.
 CP2435
 CP2435;                    North         East     Units Scale Factor Converg.
 CP2435;SPC LA N     -   213,101.625 1,114,434.727   MT  0.99995247   +0 38 35.7
 CP2435;SPC LA N     -   699,150.91  3,656,274.60   sFT  0.99995247   +0 38 35.7
 CP2435;UTM  15      - 3,587,863.841   661,420.246   MT  0.99992132   +0 55 13.6
 CP2435
 CP2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2435!SPC LA N     -   1.00000030  x   0.99995247  =   0.99995277
 CP2435!UTM  15      -   1.00000030  x   0.99992132  =   0.99992162
 CP2435
 CP2435                          SUPERSEDED SURVEY CONTROL
 CP2435
 CP2435  NAD 83(1992)-  32 24 58.24526(N)    091 17 00.06485(W) AD(       ) 2
 CP2435  NAD 83(1986)-  32 24 58.25004(N)    091 17 00.06179(W) AD(       ) 2
 CP2435  NGVD 29 (06/11/92)   24.508  (m)           80.41   (f) ADJUSTED    2 1
 CP2435
 CP2435.Superseded values are not recommended for survey control.
 CP2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2435.See file dsdata.txt to determine how the superseded data were derived.
 CP2435
 CP2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6142087864(NAD 83)
 CP2435_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2435_SP_SET: CONCRETE POST
 CP2435_STAMPING: 33H008 1982
 CP2435_MARK LOGO: LADH  
 CP2435_PROJECTION: FLUSH
 CP2435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2435+STABILITY: SURFACE MOTION
 CP2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2435+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP2435
 CP2435  HISTORY     - Date     Condition        Report By
 CP2435  HISTORY     - 1982     MONUMENTED       LADTD
 CP2435  HISTORY     - 1982     GOOD             LADTD
 CP2435  HISTORY     - 19900725 GOOD             LADTD
 CP2435
 CP2435                          STATION DESCRIPTION
 CP2435
 CP2435'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2435'THE STATION IS LOCATED ABOUT 19.1 KM (11.9 MILES) EAST OF DELHI AND
 CP2435'7.6 KM (4.7 MILES) WEST OF TALLULAH IN THE NORTHWEST QUARTER OF
 CP2435'SECTION 31, T17, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2435'TRANSPORTATION AND DEVELOPMENT.
 CP2435'
 CP2435'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2435'AND U S HIGHWAY 65 SOUTH OF TALLULAH, GO WEST ALONG INTERSTATE 20 FOR
 CP2435'8 KM (5 MILES) TO THE STATION MARK ON THE LEFT NEAR THE RIGHT-OF-WAY
 CP2435'FENCE.
 CP2435'
 CP2435'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2435'LADTD) DISK STAMPED---33H008 1982--- SET INTO THE TOP OF A ROUND
 CP2435'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2435'LOCATED 26.5 METERS (87 FEET) S FROM THE CENTER OF THE WEST BOUND
 CP2435'LANE OF INTERSTATE 20, 18 METERS (59 FEET) SW FROM A INTERSTATE 20
 CP2435'MILE POST SIGN NO. 166, 5.8 METERS (19 FEET) N FROM THE CENTER OF A
 CP2435'PAVED FRONTAGE ROAD, 0.5 METER (1.5 FEET) N FROM A METAL WITNESS POST
 CP2435'WITH SIGN ATTACHED, AND 0.5 METER (1.5 FEET) N FROM THE RIGHT-OF-WAY
 CP2435'FENCE.
 CP2435'
 CP2435'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2435'(NOW LADTD) DISK STAMPED---33H008 1982--- SET INTO AN IRREGULAR MASS
 CP2435'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2435
 CP2435                          STATION RECOVERY (1982)
 CP2435
 CP2435'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2435'8 KM (5 MI) WEST FROM TALLULAH.
 CP2435'ABOUT 8 KM (5.0 MILES) WEST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2435'INTERSECTION OF HIGHWAY 20 AND US HIGHWAY 65 IN SOUTH TALLULAH TO THE
 CP2435'STATION ON THE LEFT IN THE MEDIAN NEAR MILE POST 166, 26.5 METERS
 CP2435'(87 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE 20,
 CP2435'18 METERS (59 FT) SOUTHWEST OF A INTERSTATE 20 MILE POST 166, 5.8
 CP2435'METERS (19 FT) N OF THE CENTER OF A ASPHALT FRONTAGE ROAD.
 CP2435'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CP2435'THE MARK IS 0.61 M BELOW HIGHWAY 20.
 CP2435
 CP2435                          STATION RECOVERY (1990)
 CP2435
 CP2435'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2435'THE STATION IS LOCATED ABOUT 19.1 KM (11.85 MI) EAST OF DELHI AND 7.6
 CP2435'KM (4.70 MI) WEST OF TALLULAH IN THE NORTHWEST QUARTER OF SECTION 31,
 CP2435'T17N, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP2435'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP2435'HIGHWAY 20 AND U.S.  HIGHWAY 65 SOUTH OF TALLULAH, GO WEST FOR 8.7 KM
 CP2435'(5.40 MI) ON INTERSTATE 20 TO THE STATION ON THE LEFT, SET NEAR THE
 CP2435'RIGTH-OF-WAY FENCE, 26.5 M (86.9 FT) SOUTH FROM THE CENTER OF THE WEST
 CP2435'BOUND LANES OF THE INTERSTATE, 18.0 M (59.1 FT) SOUTH-SOUTHWEST FROM
 CP2435'MILE POST 166, 5.8 M (19.0 FT) NORTH FROM THE CENTER OF A ASPHALT
 CP2435'FRONTAGE ROAD, 0.6 M (2.0 FT) NORTH FROM THE RIGHT-OF-WAY FENCE AND
 CP2435'0.5 M (1.6 FT) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED. THE
 CP2435'MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2434 ***********************************************************************
 CP2434  DESIGNATION -  33 H 009
 CP2434  PID         -  CP2434
 CP2434  STATE/COUNTY-  LA/MADISON
 CP2434  USGS QUAD   -  TENDAL (1986)
 CP2434
 CP2434                         *CURRENT SURVEY CONTROL
 CP2434  ___________________________________________________________________
 CP2434* NAD 83(1992)-  32 24 47.27536(N)    091 15 59.75486(W)     ADJUSTED  
 CP2434* NAVD 88     -        24.70   (+/-2cm)      81.0    (feet)  VERTCON   
 CP2434  ___________________________________________________________________
 CP2434  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CP2434  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2434
 CP2434  HORZ ORDER  -  SECOND
 CP2434  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2434
 CP2434.The horizontal coordinates were established by classical geodetic methods
 CP2434.and adjusted by the National Geodetic Survey in May 1994..
 CP2434
 CP2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2434.The vertical order pertains to the NGVD 29 superseded value.
 CP2434
 CP2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2434
 CP2434.The geoid height was determined by GEOID03.
 CP2434
 CP2434;                    North         East     Units Scale Factor Converg.
 CP2434;SPC LA N     -   212,781.793 1,116,014.287   MT  0.99995201   +0 39 07.6
 CP2434;SPC LA N     -   698,101.60  3,661,456.87   sFT  0.99995201   +0 39 07.6
 CP2434;UTM  15      - 3,587,551.664   663,001.292   MT  0.99992765   +0 55 45.6
 CP2434
 CP2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2434!SPC LA N     -   1.00000026  x   0.99995201  =   0.99995227
 CP2434!UTM  15      -   1.00000026  x   0.99992765  =   0.99992791
 CP2434
 CP2434                          SUPERSEDED SURVEY CONTROL
 CP2434
 CP2434  NAD 83(1992)-  32 24 47.28325(N)    091 15 59.75242(W) AD(       ) 2
 CP2434  NAD 83(1986)-  32 24 47.28781(N)    091 15 59.74936(W) AD(       ) 2
 CP2434  NGVD 29 (06/11/92)   24.712  (m)           81.08   (f) ADJUSTED    2 1
 CP2434
 CP2434.Superseded values are not recommended for survey control.
 CP2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2434.See file dsdata.txt to determine how the superseded data were derived.
 CP2434
 CP2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6300187552(NAD 83)
 CP2434_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2434_SP_SET: CONCRETE POST
 CP2434_STAMPING: 33H009 1982
 CP2434_MARK LOGO: LADH  
 CP2434_PROJECTION: FLUSH
 CP2434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2434+STABILITY: SURFACE MOTION
 CP2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2434+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP2434
 CP2434  HISTORY     - Date     Condition        Report By
 CP2434  HISTORY     - 1982     MONUMENTED       LADTD
 CP2434  HISTORY     - 1982     GOOD             LADTD
 CP2434  HISTORY     - 19900725 GOOD             LADTD
 CP2434
 CP2434                          STATION DESCRIPTION
 CP2434
 CP2434'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2434'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MILES) WEST OF TALLULAH AND
 CP2434'20.8 KM (12.9 MILES) EAST OF DELHI IN THE SOUTHWEST QUARTER OF
 CP2434'SECTION 32, T17N, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2434'TRANSPORTATION AND DEVELOPMENT.
 CP2434'
 CP2434'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2434'AND U S HIGHWAY 65 SOUTH OF TALLULAH, GO WEST ON INTERSTATE 20 FOR
 CP2434'6.4 KM (4 MILES) TO THE STATION MARK IN THE MEDIAN.
 CP2434'
 CP2434'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2434'LADTD) DISK STAMPED---33H009 1982--- SET INTO THE TOP OF A ROUND
 CP2434'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2434'LOCATED 13.9 METERS (45.5 FEET) N FROM THE CENTER OF THE EAST BOUND
 CP2434'LANE OF INTERSTATE 20, 13 METERS (42.5 FEET) S FROM THE CENTER OF THE
 CP2434'WEST BOUND LANE OF INTERSTATE 20, AND 0.5 METER (1.5 FEET) E FROM A
 CP2434'METAL WITNESS POST WITH SIGN ATTACHED.
 CP2434'
 CP2434'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2434'(NOW LADTD) DISK STAMPED---33H009 1982--- SET INTO AN IRREGULAR MASS
 CP2434'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2434
 CP2434                          STATION RECOVERY (1982)
 CP2434
 CP2434'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2434'6.4 KM (4 MI) WEST FROM TALLULAH.
 CP2434'ABOUT 6.4 KM (4 MILES) WEST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2434'INTERSECTION OF HIGHWAY 20 AND U.S. HIGHWAY 65 IN SOUTH TALLULAH TO
 CP2434'THE STATION ON THE LEFT IN THE MEDIAN NEAR MILE POST 167, 13.9 METERS
 CP2434'(45.5 FT) NORTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 20, 13
 CP2434'METERS (42.5 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANE OF HIGHWAY
 CP2434'20.
 CP2434'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP2434'THE MARK IS 0.61 M BELOW HIGHWAY 20.
 CP2434
 CP2434                          STATION RECOVERY (1990)
 CP2434
 CP2434'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2434'THE STATION IS LOCATED ABOUT 20.8 KM (12.90 MI) EAST OF DELHI AND 6.1
 CP2434'KM (3.80 MI) WEST OF TALLULAH IN THE SOUTHWEST QUARTER OF SECTION 32,
 CP2434'T17N, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP2434'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP2434'HIGHWAY 20 AND U.S.  HIGHWAY 65 SOUTH OF TALLULAH, GO WEST FOR 7.1 KM
 CP2434'(4.40 MI) ON INTERSTATE 20 TO THE STATION SET IN THE MEDIAN. THE
 CP2434'STATION IS 22.1 M (72.5 FT) NORTH FROM MILE POST 167 ON THE SOUTH SIDE
 CP2434'OF THE INTERSTATE, 13.9 M (45.6 FT) NORTH FROM THE CENTER OF THE EAST
 CP2434'BOUND LANES OF THE INTERSTATE, 13.0 M (42.7 FT) SOUTH FROM THE CENTER
 CP2434'OF THE WEST BOUND LANES OF THE INTERSTATE AND 0.5 M (1.6 FT) EAST FROM
 CP2434'A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 CP2434'GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2433 ***********************************************************************
 CP2433  DESIGNATION -  33 H 010
 CP2433  PID         -  CP2433
 CP2433  STATE/COUNTY-  LA/MADISON
 CP2433  USGS QUAD   -  TALLULAH (1994)
 CP2433
 CP2433                         *CURRENT SURVEY CONTROL
 CP2433  ___________________________________________________________________
 CP2433* NAD 83(1992)-  32 24 35.01553(N)    091 14 59.87401(W)     ADJUSTED  
 CP2433* NAVD 88     -        24.50   (+/-2cm)      80.4    (feet)  VERTCON   
 CP2433  ___________________________________________________________________
 CP2433  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CP2433  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP2433
 CP2433  HORZ ORDER  -  SECOND
 CP2433  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2433
 CP2433.The horizontal coordinates were established by classical geodetic methods
 CP2433.and adjusted by the National Geodetic Survey in May 1994..
 CP2433
 CP2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2433.The vertical order pertains to the NGVD 29 superseded value.
 CP2433
 CP2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2433
 CP2433.The geoid height was determined by GEOID03.
 CP2433
 CP2433;                    North         East     Units Scale Factor Converg.
 CP2433;SPC LA N     -   212,422.112 1,117,583.134   MT  0.99995150   +0 39 39.2
 CP2433;SPC LA N     -   696,921.55  3,666,604.00   sFT  0.99995150   +0 39 39.2
 CP2433;UTM  15      - 3,587,199.587   664,571.829   MT  0.99993399   +0 56 17.4
 CP2433
 CP2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2433!SPC LA N     -   1.00000030  x   0.99995150  =   0.99995180
 CP2433!UTM  15      -   1.00000030  x   0.99993399  =   0.99993429
 CP2433
 CP2433                          SUPERSEDED SURVEY CONTROL
 CP2433
 CP2433  NAD 83(1992)-  32 24 35.02372(N)    091 14 59.87152(W) AD(       ) 2
 CP2433  NAD 83(1986)-  32 24 35.02796(N)    091 14 59.86851(W) AD(       ) 2
 CP2433  NGVD 29 (06/11/92)   24.512  (m)           80.42   (f) ADJUSTED    2 1
 CP2433
 CP2433.Superseded values are not recommended for survey control.
 CP2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2433.See file dsdata.txt to determine how the superseded data were derived.
 CP2433
 CP2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6457287200(NAD 83)
 CP2433_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2433_SP_SET: CONCRETE POST
 CP2433_STAMPING: 33H010 1982
 CP2433_MARK LOGO: LADH  
 CP2433_PROJECTION: FLUSH
 CP2433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2433+STABILITY: SURFACE MOTION
 CP2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2433+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP2433
 CP2433  HISTORY     - Date     Condition        Report By
 CP2433  HISTORY     - 1982     MONUMENTED       LADTD
 CP2433  HISTORY     - 1982     GOOD             LADTD
 CP2433  HISTORY     - 1987     GOOD             LADTD
 CP2433  HISTORY     - 19900725 GOOD             LADTD
 CP2433
 CP2433                          STATION DESCRIPTION
 CP2433
 CP2433'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2433'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MILES) WEST OF TALLULAH AND
 CP2433'22.4 KM (13.9 MILES) EAST OF DELHI IN THE SOUTHWEST QUARTER OF
 CP2433'SECTION 33, T17N, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2433'TRANSPORTATION AND DEVELOPMENT.
 CP2433'
 CP2433'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2433'AND U.S. HIGHWAY 65 SOUTH OF TALLULAH, GO WEST ALONG INTERSTATE 20
 CP2433'FOR 5.3 KM (3.3 MILES) TO THE STATION IN THE MEDIAN.
 CP2433'
 CP2433'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2433'LADTD) DISK STAMPED---33H010 1982--- SET INTO THE TOP OF A ROUND
 CP2433'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2433'LOCATED 13.7 METERS (45 FEET) S FROM THE CENTER OF THE WEST BOUND
 CP2433'LANE OF INTERSTATE 20, 13.1 METERS (43 FEET) N FROM THE CENTER OF
 CP2433'THE EAST BOUND LANE OF INTERSTATE 20, AND 0.5 METER (1.5 FEET) E
 CP2433'FROM A METAL WITNESS POST AND SIGN.
 CP2433'
 CP2433'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2433'(NOW LADTD) DISK STAMPED---33H010 1982--- SET INTO AN IRREGULAR MASS
 CP2433'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2433
 CP2433                          STATION RECOVERY (1982)
 CP2433
 CP2433'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2433'5.3 KM (3.3 MI) WEST FROM TALLULAH.
 CP2433'ABOUT 5.3 KM (3.3 MILES) WEST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2433'INTERSECTION OF HIGHWAY 20 AND U.S. HIGHWAY 65 SOUTH OF TALLULAH TO
 CP2433'THE STATION ON THE LEFT IN THE MEDIAN NEAR MILE POST 168, 13.7 METERS
 CP2433'(45 FT) SOUTH OF THE WEST BOUND LANE OF HIGHWAY 20, 13.1 METERS
 CP2433'(43 FT) NORTH OF THE EAST BOUND LANE OF HIGHWAY 20.
 CP2433'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP2433'THE MARK IS 1.22 M BELOW HIGHWAY 20.
 CP2433
 CP2433                          STATION RECOVERY (1987)
 CP2433
 CP2433'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CP2433'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CP2433
 CP2433                          STATION RECOVERY (1990)
 CP2433
 CP2433'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2433'THE STATION IS LOCATED ABOUT 22.4 KM (13.90 MI) EAST OF DELHI AND 4.5
 CP2433'KM (2.80 MI) WEST OF TALLULAH IN THE SOUTHWEST QUARTER OF SECTION 33,
 CP2433'T17N, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP2433'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP2433'HIGHWAY 20 AND U.S.  HIGHWAY 65 SOUTH OF TALLULAH, GO WEST FOR 5.8 KM
 CP2433'(3.60 MI) ON INTERSTATE 20 TO THE STATION SET IN THE MEDIAN. THE
 CP2433'STATION IS 21.3 M (69.9 FT) NORTH-NORTHEAST FROM MILE POST 168 ON THE
 CP2433'SOUTH SIDE OF THE HIGHWAY, 13.7 M (44.9 FT) SOUTH FROM THE CENTER OF
 CP2433'WEST BOUND LANES OF THE INTERSTATE, 13.1 M (43.0 FT) NORTH FROM THE
 CP2433'CENTER OF THE EAST BOUND LANES OF THE INTERSTATE AND 0.5 M (1.6 FT)
 CP2433'EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH
 CP2433'WITH THE GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 CP2433'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3332 ***********************************************************************
 CP3332  DESIGNATION -  33 H 011 RESET
 CP3332  PID         -  CP3332
 CP3332  STATE/COUNTY-  LA/MADISON
 CP3332  USGS QUAD   -  TALLULAH (1994)
 CP3332
 CP3332                         *CURRENT SURVEY CONTROL
 CP3332  ___________________________________________________________________
 CP3332* NAD 83(1992)-  32 24 18.45974(N)    091 13 34.77990(W)     ADJUSTED  
 CP3332* NAVD 88     -        28.40   (+/-2cm)      93.2    (feet)  VERTCON   
 CP3332  ___________________________________________________________________
 CP3332  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CP3332  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP3332
 CP3332  HORZ ORDER  -  THIRD
 CP3332  VERT ORDER  -  THIRD ? (See Below)
 CP3332
 CP3332.The horizontal coordinates were established by classical geodetic methods
 CP3332.and adjusted by the National Geodetic Survey in May 1994..
 CP3332
 CP3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3332.The vertical order pertains to the NGVD 29 superseded value.
 CP3332
 CP3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3332
 CP3332.The geoid height was determined by GEOID03.
 CP3332
 CP3332;                    North         East     Units Scale Factor Converg.
 CP3332;SPC LA N     -   211,938.079 1,119,812.438   MT  0.99995081   +0 40 24.2
 CP3332;SPC LA N     -   695,333.51  3,673,917.97   sFT  0.99995081   +0 40 24.2
 CP3332;UTM  15      - 3,586,726.355   666,803.421   MT  0.99994311   +0 57 02.6
 CP3332
 CP3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3332!SPC LA N     -   0.99999969  x   0.99995081  =   0.99995050
 CP3332!UTM  15      -   0.99999969  x   0.99994311  =   0.99994280
 CP3332
 CP3332:                Primary Azimuth Mark                     Grid Az
 CP3332:SPC LA N     -  TALLULAH CHICAGO MILL CO STACK           068 07 51.2
 CP3332:UTM  15      -  TALLULAH CHICAGO MILL CO STACK           067 51 12.8
 CP3332
 CP3332|---------------------------------------------------------------------|
 CP3332| PID    Reference Object                     Distance      Geod. Az  |
 CP3332|                                                           dddmmss.s |
 CP3332| CP2935 TALLULAH CHICAGO MILL CO STACK      APPROX. 2.5 KM 0684815.4 |
 CP3332| CP2940 TALLULAH LA PWR AND LT KYL 84       APPROX. 4.6 KM 0720344.4 |
 CP3332| CP2431 33 H 011                             41.633 METERS 10243     |
 CP3332| CP2433 33 H 010                            APPROX. 2.3 KM 2825524.9 |
 CP3332|---------------------------------------------------------------------|
 CP3332
 CP3332                          SUPERSEDED SURVEY CONTROL
 CP3332
 CP3332  NAD 83(1992)-  32 24 18.46830(N)    091 13 34.77738(W) AD(       ) 3
 CP3332  NAD 83(1986)-  32 24 18.47174(N)    091 13 34.77448(W) AD(       ) 3
 CP3332  NGVD 29 (11/12/92)   28.41   (m)           93.2    (f) LEVELING    3  
 CP3332
 CP3332.Superseded values are not recommended for survey control.
 CP3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3332.See file dsdata.txt to determine how the superseded data were derived.
 CP3332
 CP3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6680386726(NAD 83)
 CP3332_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3332_SP_SET: CONCRETE POST
 CP3332_STAMPING: 33H011 RESET 1987
 CP3332_MARK LOGO: LADH  
 CP3332_PROJECTION: FLUSH
 CP3332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3332+STABILITY: SURFACE MOTION
 CP3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3332+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP3332
 CP3332  HISTORY     - Date     Condition        Report By
 CP3332  HISTORY     - 1987     MONUMENTED       LADTD
 CP3332  HISTORY     - 1987     GOOD             LADTD
 CP3332  HISTORY     - 19900725 GOOD             LADTD
 CP3332
 CP3332                          STATION DESCRIPTION
 CP3332
 CP3332'DESCRIBED BY LA TRANSP AND DEV 1987 (SLC)
 CP3332'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 CP3332'WEST OF TALLUSAH AND
 CP3332'24.8 KM (15.4 MI) EAST OF DELHI IN THE NORTHEAST QUARTER OF SECTION
 CP3332'33, T 16 N, R 12 E.
 CP3332'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP3332'
 CP3332'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP3332'AND U.S. HIGHWAY 65 SOUTH OF TALLALUH, GO WEST FOR
 CP3332'2.9 KM (1.8 MI) ON INTERSTATE 20 TO THE STATION ON THE RIGHT ON AN
 CP3332'OVERPASS NEAR A HEADWALL CROSSING OVER A FIELD ROAD.
 CP3332'
 CP3332'THE STATION IS A STANDARD LADH DISK
 CP3332'STAMPED---33 H 011 RESET 1987---,
 CP3332'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3332'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3332'11.3 METERS (37 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANES
 CP3332'OF INTERSTATE 20,
 CP3332'8.8 METERS (29 FT) EAST-SOUTHEAST FROM THE CENTER OF THE NORTH END
 CP3332'OF THE HEADWALL,
 CP3332'5.2 METERS (17 FT) WEST-SOUTHWEST FROM THE NORTHEAST OF THE END OF
 CP3332'THE WINGWALL,
 CP3332'1.5 METERS (5 FT) SOUTH FROM THE NORTH SIDE OF THE WINGWALL AND
 CP3332'0.9 METERS (3 FT) NORTH FROM A METAL WITNESS POST WITH A SIGN
 CP3332'ATTACHED.
 CP3332'THE UNDERGROUND MARK IS A STANDARD LADH DISK
 CP3332'STAMPED---33 H 011 RESET 1987---,
 CP3332'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CP3332
 CP3332                          STATION RECOVERY (1987)
 CP3332
 CP3332'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP3332'2.9 KM (1.8 MI) WEST FROM TALLULAH.
 CP3332'ABOUT 2.9 KM (1.8 MI) WEST ON INTERSTATE HIGHWAY 20 FROM THE
 CP3332'INTERSECTION OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY 65 SOUTH OF
 CP3332'TALLULAH TO THE MARK ON THE RIGHT ON AN OVERPASS NEAR A HEADWALL,
 CP3332'11.3 METERS (37 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 CP3332'INTERSTATE 20, 8.8 METERS (29 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 CP3332'NORTH END OF A HEADWALL RUNNING UNDER INTERSTATE 20, 5.2 METERS
 CP3332'(17 FT) WEST-SOUTHWEST OF THE EAST END OF THE NORTH END OF THE
 CP3332'WINGWALL AND 1.5 METERS (5 FT) SOUTH OF NORTH SIDE OF THE WINGWALL.
 CP3332'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 CP3332'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 CP3332
 CP3332                          STATION RECOVERY (1990)
 CP3332
 CP3332'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP3332'THE STATION IS LOCATED ABOUT 24.8 KM (15.40 MI) EAST OF DELHI AND 2.3
 CP3332'KM (1.40 MI) WEST OF TALLULAH IN THE NORTHEAST QUARTER OF SECTION 33,
 CP3332'T16N, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP3332'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP3332'HIGHWAY 20 AND U.S.  HIGHWAY 65 SOUTH OF TALLULAH, GO WEST FOR 2.9 KM
 CP3332'(1.80 MI) ON INTERSTATE 20 TO THE STATION ON THE RIGHT ON AN OVERPASS
 CP3332'OVER A FEILD ROAD SET NEAR A HEADWALL. THE STATION IS 11.3 M (37.1 FT)
 CP3332'NORTH FROM THE CENTER OF THE WEST BOUND LANES OF THE INTERSTATE, 8.8 M
 CP3332'(28.9 FT) EAST-SOUTHEAST FROM THE CENTER OF THE NORTH END OF THE
 CP3332'OVERPASS HEADWALL, 5.2 M (17.1 FT) WEST-SOUTHWEST FROM THE NORTHEAST
 CP3332'END OF WINGWALL, 1.5 M (4.9 FT) SOUTH FROM THE NORTH SIDE OF THE
 CP3332'HEADWALL AND 0.9 M (3.0 FT) NORTH FROM A METAL WITNESS POST WITH SIGN
 CP3332'ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 CP3332'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2430 ***********************************************************************
 CP2430  DESIGNATION -  33 H 012
 CP2430  PID         -  CP2430
 CP2430  STATE/COUNTY-  LA/MADISON
 CP2430  USGS QUAD   -  TALLULAH (1994)
 CP2430
 CP2430                         *CURRENT SURVEY CONTROL
 CP2430  ___________________________________________________________________
 CP2430* NAD 83(1992)-  32 23 46.33511(N)    091 12 22.49308(W)     ADJUSTED  
 CP2430* NAVD 88     -        34.13   (+/-2cm)     112.0    (feet)  VERTCON   
 CP2430  ___________________________________________________________________
 CP2430  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CP2430  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2430
 CP2430  HORZ ORDER  -  SECOND
 CP2430  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2430
 CP2430.The horizontal coordinates were established by classical geodetic methods
 CP2430.and adjusted by the National Geodetic Survey in May 1994..
 CP2430
 CP2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2430.The vertical order pertains to the NGVD 29 superseded value.
 CP2430
 CP2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2430
 CP2430.The geoid height was determined by GEOID03.
 CP2430
 CP2430;                    North         East     Units Scale Factor Converg.
 CP2430;SPC LA N     -   210,971.011 1,121,713.026   MT  0.99994950   +0 41 02.4
 CP2430;SPC LA N     -   692,160.73  3,680,153.49   sFT  0.99994950   +0 41 02.4
 CP2430;UTM  15      - 3,585,768.500   668,708.661   MT  0.99995100   +0 57 40.6
 CP2430
 CP2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2430!SPC LA N     -   0.99999879  x   0.99994950  =   0.99994829
 CP2430!UTM  15      -   0.99999879  x   0.99995100  =   0.99994979
 CP2430
 CP2430                          SUPERSEDED SURVEY CONTROL
 CP2430
 CP2430  NAD 83(1992)-  32 23 46.34398(N)    091 12 22.49045(W) AD(       ) 2
 CP2430  NAD 83(1986)-  32 23 46.34743(N)    091 12 22.48741(W) AD(       ) 2
 CP2430  NGVD 29 (06/11/92)   34.140  (m)          112.01   (f) ADJUSTED    2 1
 CP2430
 CP2430.Superseded values are not recommended for survey control.
 CP2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2430.See file dsdata.txt to determine how the superseded data were derived.
 CP2430
 CP2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6870985768(NAD 83)
 CP2430_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2430_SP_SET: CONCRETE POST
 CP2430_STAMPING: 33H012 1982
 CP2430_MARK LOGO: LADH  
 CP2430_PROJECTION: FLUSH
 CP2430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2430+STABILITY: SURFACE MOTION
 CP2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2430+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP2430
 CP2430  HISTORY     - Date     Condition        Report By
 CP2430  HISTORY     - 1982     MONUMENTED       LADTD
 CP2430  HISTORY     - 1982     GOOD             LADTD
 CP2430  HISTORY     - 1987     GOOD             LADTD
 CP2430  HISTORY     - 19900725 GOOD             LADTD
 CP2430
 CP2430                          STATION DESCRIPTION
 CP2430
 CP2430'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2430'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MILE) WEST OF TALLULAH AND
 CP2430'26.5 KM (16.5 MILES) EAST OF DELHI IN THE SOUTHEAST QUARTER OF
 CP2430'SECTION 32, T16N, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2430'TRANSPORTATION AND DEVELOPMENT.
 CP2430'
 CP2430'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2430'AND U.S. HIGHWAY 65 SOUTH OF TALLULAH, GO WEST ALONG INTERSTATE 20
 CP2430'FOR 0.8 KM (0.5 MILES) TO THE STATION NEAR THE NORTHWEST END OF A
 CP2430'OVERPASS OVER A RAILROAD.
 CP2430'
 CP2430'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2430'LADTD) DISK STAMPED---33H012 1982--- SET INTO THE TOP OF A ROUND
 CP2430'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2430'LOCATED 48.5 METERS (159 FEET) WNW FROM THE NORTHWEST CORNER OF THE
 CP2430'OVERPASS, 12.5 METERS (41 FEET) NNE FROM THE CENTER OF THE WEST
 CP2430'BOUND LANE OF INTERSTATE 20, 6.1 METERS (20 FEET) SE FROM A METAL
 CP2430'INTERSTATE HIGHWAY 20 SIGN (WEST), AND 0.6 METER (2 FEET) ESE FROM A
 CP2430'METAL WITNESS POST AND SIGN.
 CP2430'
 CP2430'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2430'(NOW LADTD) DISK STAMPED---33H012 1982--- SET INTO AN IRREGULAR MASS
 CP2430'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2430
 CP2430                          STATION RECOVERY (1982)
 CP2430
 CP2430'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2430'0.8 KM (0.5 MI) SOUTH FROM TALLULAH.
 CP2430'ABOUT 0.8 KM (0.5 MILES) WEST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2430'INTERSECTION OF HIGHWAY 20 AND US HIGHWAY 65 IN SOUTH TALLULAH TO THE
 CP2430'STATION ON THE RIGHT NEAR THE NORTHWEST END OF A OVERPASS OVER A
 CP2430'RAILROAD TRACK, 48.5 METERS (159 FT) WEST-NORTHWEST OF THE NORTHWEST
 CP2430'CORNER OF THE OVERPASS, 12.5 METERS (41.FT) NORTH-NORTHEAST OF THE
 CP2430'CENTER OF THE WEST BOUND LANE OF INTERSTATE 20, 6.1 METERS (20 FT)
 CP2430'SOUTHEAST OF A METAL INTERSTATE 20 SIGN (WEST).
 CP2430'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 CP2430'THE MARK IS 0.91 M BELOW HIGHWAY 20.
 CP2430
 CP2430                          STATION RECOVERY (1987)
 CP2430
 CP2430'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CP2430'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CP2430
 CP2430                          STATION RECOVERY (1990)
 CP2430
 CP2430'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2430'THE STATION IS LOCATED ABOUT 26.5 KM (16.45 MI) EAST OF DELHI AND 0.8
 CP2430'KM (0.50 MI) WEST OF TALLULAH IN THE SOUTHEAST QUARTER OF SECTION 32,
 CP2430'T16N, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP2430'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP2430'HIGHWAY 20 AND U.S.  HIGHWAY 65 SOUTH OF TALLULAH, GO WEST FOR 0.8 KM
 CP2430'(0.50 MI) TO THE STATION SET NEAR THE NORTHWEST END OF A OVERPASS OVER
 CP2430'A RAILROAD, 48.5 M (159.1 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER
 CP2430'OF THE OVERPASS, 12.5 M (41.0 FT) NORTH-NORTHEAST FROM THE CENTER OF
 CP2430'THE WEST BOUND LANES OF THE INTERSTATE, 6.1 M (20.0 FT) SOUTHEAST FROM
 CP2430'A METAL INTERSTATE 20 WEST SIGN AND 0.6 M (2.0 FT) EAST-SOUTHEAST FROM
 CP2430'A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 CP2430'GROUND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2429 ***********************************************************************
 CP2429  DESIGNATION -  33 H 013
 CP2429  PID         -  CP2429
 CP2429  STATE/COUNTY-  LA/MADISON
 CP2429  USGS QUAD   -  TALLULAH (1994)
 CP2429
 CP2429                         *CURRENT SURVEY CONTROL
 CP2429  ___________________________________________________________________
 CP2429* NAD 83(1992)-  32 23 33.20622(N)    091 11 57.71627(W)     ADJUSTED  
 CP2429* NAVD 88     -        32.02   (+/-2cm)     105.1    (feet)  VERTCON   
 CP2429  ___________________________________________________________________
 CP2429  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CP2429  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP2429
 CP2429  HORZ ORDER  -  SECOND
 CP2429  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2429
 CP2429.The horizontal coordinates were established by classical geodetic methods
 CP2429.and adjusted by the National Geodetic Survey in May 1994..
 CP2429
 CP2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2429.The vertical order pertains to the NGVD 29 superseded value.
 CP2429
 CP2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2429
 CP2429.The geoid height was determined by GEOID03.
 CP2429
 CP2429;                    North         East     Units Scale Factor Converg.
 CP2429;SPC LA N     -   210,574.391 1,122,365.332   MT  0.99994898   +0 41 15.5
 CP2429;SPC LA N     -   690,859.48  3,682,293.59   sFT  0.99994898   +0 41 15.5
 CP2429;UTM  15      - 3,585,375.040   669,362.881   MT  0.99995372   +0 57 53.5
 CP2429
 CP2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2429!SPC LA N     -   0.99999912  x   0.99994898  =   0.99994810
 CP2429!UTM  15      -   0.99999912  x   0.99995372  =   0.99995284
 CP2429
 CP2429                          SUPERSEDED SURVEY CONTROL
 CP2429
 CP2429  NAD 83(1992)-  32 23 33.21516(N)    091 11 57.71358(W) AD(       ) 2
 CP2429  NAD 83(1986)-  32 23 33.21852(N)    091 11 57.71071(W) AD(       ) 2
 CP2429  NGVD 29 (06/11/92)   32.029  (m)          105.08   (f) ADJUSTED    2 1
 CP2429
 CP2429.Superseded values are not recommended for survey control.
 CP2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2429.See file dsdata.txt to determine how the superseded data were derived.
 CP2429
 CP2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6936385375(NAD 83)
 CP2429_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2429_SP_SET: CONCRETE POST
 CP2429_STAMPING: 33H013 1982
 CP2429_MARK LOGO: LADH  
 CP2429_PROJECTION: FLUSH
 CP2429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2429+STABILITY: SURFACE MOTION
 CP2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2429+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP2429
 CP2429  HISTORY     - Date     Condition        Report By
 CP2429  HISTORY     - 1982     MONUMENTED       LADTD
 CP2429  HISTORY     - 1982     GOOD             LADTD
 CP2429  HISTORY     - 19900725 GOOD             LADTD
 CP2429  HISTORY     - 20050318 GOOD             USPSQD
 CP2429
 CP2429                          STATION DESCRIPTION
 CP2429
 CP2429'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2429'THE STATION IS LOCATED AT THE INTERSECTION OF U S HIGHWAY 65 AND
 CP2429'INTERSTATE HIGHWAY 20 IN SOUTH TALLULAH, IN THE SOUTHWEST QUARTER OF
 CP2429'SECTION 8, T16N, R12E.  OWNERSHIP--THE LOUISIANA DEPARTMENT OF
 CP2429'TRANSPORTATION AND DEVELOPMENT.
 CP2429'
 CP2429'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH GO SOUTH ALONG U
 CP2429'S HIGHWAY 65 FOR ABOUT 2.3 KM (1.4 MILES) TO THE STATION MARK IN THE
 CP2429'MEDIAN OF U S 65 AT THE INTERSECTION OF U S 65 AND INTERSTATE HIGHWAY
 CP2429'20.
 CP2429'
 CP2429'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2429'LADTD) DISK STAMPED---33H013 1982--- SET INTO THE TOP OF A ROUND
 CP2429'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2429'LOCATED 12.8 METERS (42 FEET) NNW FROM THE NORTHWEST CORNER OF THE
 CP2429'NORTH BOUND OVERPASS, 9.9 METERS (32.5 FEET) WSW FROM THE CENTER OF
 CP2429'THE NORTH BOUND LANE OF U.S. 65, 9.3 METERS (30.5 FEET) ENE FROM THE
 CP2429'CENTER OF THE SOUTH BOUND LANE OF U.S. 65, 7.2 METERS (23.5 FEET)
 CP2429'NNE FROM THE NORTHEAST CORNER OF THE SOUTH BOUND OVERPASS, AND 0.9
 CP2429'METER (3 FEET) NNW FROM A METAL WITNESS POST AND SIGN.
 CP2429'
 CP2429'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2429'(NOW LADTD) DISK STAMPED---33H013 1982--- SET INTO AN IRREGULAR MASS
 CP2429'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2429
 CP2429                          STATION RECOVERY (1982)
 CP2429
 CP2429'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2429'2.0 KM (1.25 MI) SOUTH FROM TALLULAH.
 CP2429'ABOUT 2.3 KM (1.4 MILES) SOUTH ALONG U.S. HIGHWAY 65 FROM THE
 CP2429'COURTHOUSE IN TALLULAH TO THE STATION IN THE MEDIAN OF HIGHWAY 65 AT
 CP2429'THE INTERSECTION OF U.S. HIGHWAY 65 AND INTERSTATE HIGHWAY 20, 12.8
 CP2429'METERS (42.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CP2429'NORTHBOUND OVERPASS, 9.9 METERS (32.5FT) WEST-SOUTHWEST OF THE CENTER
 CP2429'OF THE NORTHBOUND LANE OF HIGHWAY 65, 9.3 METERS (30.5 FT)
 CP2429'EAST-NORTHEAST OF THE CENTER OF THE SOUTHBOUND LANE OF HIGHWAY 65, 7.2
 CP2429'METERS (23.5 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 CP2429'SOUTHBOUND OVERPASS.
 CP2429'THE MARK IS 0.91 METERS  NNW FROM A WITNESS POST.
 CP2429'THE MARK IS ABOVE LEVEL WITH US HIGHWAY 65.
 CP2429
 CP2429                          STATION RECOVERY (1990)
 CP2429
 CP2429'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2429'THE STATION IS LOCATED AT THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2429'AND U.S.  HIGHWAY 65 IN SOUTH TALLULAH, IN THE SOUTHWEST QUARTER OF
 CP2429'SECTION 8, T16N, R12E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2429'TRANSPORTATION AND DEVELOPMENT. THE STATION IS 14.2 M (46.6 FT)
 CP2429'SOUTH-SOUTHEAST FROM A METAL LIGHT STANDARD, 12.8 M (42.0 FT)
 CP2429'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE NORTH BOUND OVERPASS
 CP2429'BRIDGE, 9.9 M (32.5 FT) WEST-SOUTHWEST FROM THE CENTER OF THE NORTH
 CP2429'BOUND LANES OF HIGHWAY 65, 9.3 M (30.5 FT) EAST-NORTHEAST FROM THE
 CP2429'CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 65, 7.2 M (23.6 FT)
 CP2429'NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF THE SOUTH BOUND OVERPASS
 CP2429'BRIDGE AND 3.5 M (11.5 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 CP2429'THE SOUTH BOUND BRIDGE ABUTMENT.  THE MARK IS FLUSH WITH THE GROUND
 CP2429'AND ABOUT LEVEL WITH THE HIGHWAY.
 CP2429
 CP2429                          STATION RECOVERY (2005)
 CP2429
 CP2429'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2428 ***********************************************************************
 CP2428  DESIGNATION -  33 H 014
 CP2428  PID         -  CP2428
 CP2428  STATE/COUNTY-  LA/MADISON
 CP2428  USGS QUAD   -  TALLULAH (1994)
 CP2428
 CP2428                         *CURRENT SURVEY CONTROL
 CP2428  ___________________________________________________________________
 CP2428* NAD 83(1992)-  32 23 13.01417(N)    091 11 27.41769(W)     ADJUSTED  
 CP2428* NAVD 88     -        24.34   (+/-2cm)      79.9    (feet)  VERTCON   
 CP2428  ___________________________________________________________________
 CP2428  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CP2428  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2428
 CP2428  HORZ ORDER  -  SECOND
 CP2428  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2428
 CP2428.The horizontal coordinates were established by classical geodetic methods
 CP2428.and adjusted by the National Geodetic Survey in May 1994..
 CP2428
 CP2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2428.The vertical order pertains to the NGVD 29 superseded value.
 CP2428
 CP2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2428
 CP2428.The geoid height was determined by GEOID03.
 CP2428
 CP2428;                    North         East     Units Scale Factor Converg.
 CP2428;SPC LA N     -   209,962.011 1,123,164.620   MT  0.99994817   +0 41 31.5
 CP2428;SPC LA N     -   688,850.36  3,684,915.92   sFT  0.99994817   +0 41 31.5
 CP2428;UTM  15      - 3,584,766.529   670,165.127   MT  0.99995708   +0 58 09.2
 CP2428
 CP2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2428!SPC LA N     -   1.00000033  x   0.99994817  =   0.99994850
 CP2428!UTM  15      -   1.00000033  x   0.99995708  =   0.99995741
 CP2428
 CP2428                          SUPERSEDED SURVEY CONTROL
 CP2428
 CP2428  NAD 83(1992)-  32 23 13.02320(N)    091 11 27.41495(W) AD(       ) 2
 CP2428  NAD 83(1986)-  32 23 13.02650(N)    091 11 27.41228(W) AD(       ) 2
 CP2428  NGVD 29 (06/11/92)   24.344  (m)           79.87   (f) ADJUSTED    2 1
 CP2428
 CP2428.Superseded values are not recommended for survey control.
 CP2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2428.See file dsdata.txt to determine how the superseded data were derived.
 CP2428
 CP2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7016584767(NAD 83)
 CP2428_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2428_SP_SET: CONCRETE POST
 CP2428_STAMPING: 33H014 1982
 CP2428_MARK LOGO: LADH  
 CP2428_PROJECTION: FLUSH
 CP2428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2428+STABILITY: SURFACE MOTION
 CP2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2428+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP2428
 CP2428  HISTORY     - Date     Condition        Report By
 CP2428  HISTORY     - 1982     MONUMENTED       LADTD
 CP2428  HISTORY     - 1982     GOOD             LADTD
 CP2428  HISTORY     - 19900725 GOOD             LADTD
 CP2428
 CP2428                          STATION DESCRIPTION
 CP2428
 CP2428'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2428'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MILES) SOUTH OF THE CENTER
 CP2428'OF TALLULAH NEAR THE CENTER OF SECTION 30, T16N, R12E.
 CP2428'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP2428'
 CP2428'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2428'AND U.S. HIGHWAY 65 SOUTH OF TALLULAH, GO EAST ALONG INTERSTATE 20
 CP2428'FOR 1.0 KM (0.6 MILES) TO THE STATION ON THE RIGHT NEAR THE
 CP2428'RIGHT-OF-WAY FENCE.
 CP2428'
 CP2428'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2428'LADTD) DISK STAMPED---33H014 1982--- SET INTO THE TOP OF A ROUND
 CP2428'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2428'LOCATED 36.3 METERS (119 FEET) SE FROM A METAL INTERSTATE HIGHWAY 20
 CP2428'SIGN (EAST), 32.1 METERS (105.5 FEET) SSW FROM THE CENTER OF THE
 CP2428'EAST BOUND LANE OF INTERSTATE 20, 0.9 METER (3 FEET) NNE FROM A NET
 CP2428'WIRE FENCE WITH BRACE, AND 0.8 METER (2.5 FEET) NNE FROM A METAL
 CP2428'WITNESS POST AND SIGN.
 CP2428'
 CP2428'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2428'(NOW LADTD) DISK STAMPED---33H014 1982--- SET INTO AN IRREGULAR MASS
 CP2428'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2428
 CP2428                          STATION RECOVERY (1982)
 CP2428
 CP2428'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2428'IN TALLULAH.
 CP2428'ABOUT 1.0 KM (0.6 MILE) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2428'INTERSECTION OF HIGHWAY 20 AND U.S. HIGHWAY 65 IN SOUTH TALLULAH TO
 CP2428'THE STATION ON THE RIGHT NEAR THE RIGHT-OF-WAY FENCE, 36.3 METERS
 CP2428'(119 FT) SOUTHEAST OF A METAL INTERSTATE HIGHWAY 20 EAST SIGN,
 CP2428'32.1 METERS (105.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE EAST BOUND
 CP2428'LANE OF HIGHWAY 20, 0.9 METER (3.0 FT) NORTH-NORTHEAST OF A NET WIRE
 CP2428'FENCE WITH BRACE.
 CP2428'THE MARK IS 0.8 METERS  NNE FROM A WITNESS POST.
 CP2428'THE MARK IS 1.2 M BELOW HIGHWAY 20.
 CP2428
 CP2428                          STATION RECOVERY (1990)
 CP2428
 CP2428'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2428'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTH OF THE CENTER OF
 CP2428'TALLULAH NEAR THE CENTER OF SECTION 30, T16N, R12E.
 CP2428'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 CP2428'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S.
 CP2428'HIGHWAY 65 SOUTH OF TALLULAH, GO EAST FOR 1.0 KM (0.60 MI) ON
 CP2428'INTERSTATE 20 TO THE STATION SET ON THE RIGHT NEAR THE RIGHT-OF-WAY
 CP2428'FENCE,  36.3 M (119.1 FT) SOUTHEAST FROM A METAL INTERSTATE HIGHWAY 20
 CP2428'EAST SIGN, 32.1 M (105.3 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 CP2428'EAST BOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) NORTH-NORTHEAST FROM
 CP2428'THE RIGHT-OF-WAY FENCE AND 0.8 M (2.6 FT) NORTH-NORTHEAST FROM A METAL
 CP2428'WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND
 CP2428'AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2421 ***********************************************************************
 CP2421  DESIGNATION -  33 H 015
 CP2421  PID         -  CP2421
 CP2421  STATE/COUNTY-  LA/MADISON
 CP2421  USGS QUAD   -  TALLULAH (1994)
 CP2421
 CP2421                         *CURRENT SURVEY CONTROL
 CP2421  ___________________________________________________________________
 CP2421* NAD 83(1992)-  32 22 51.09812(N)    091 10 17.86915(W)     ADJUSTED  
 CP2421* NAVD 88     -        34.17   (+/-2cm)     112.1    (feet)  VERTCON   
 CP2421  ___________________________________________________________________
 CP2421  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CP2421  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP2421
 CP2421  HORZ ORDER  -  SECOND
 CP2421  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2421
 CP2421.The horizontal coordinates were established by classical geodetic methods
 CP2421.and adjusted by the National Geodetic Survey in May 1994..
 CP2421
 CP2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2421.The vertical order pertains to the NGVD 29 superseded value.
 CP2421
 CP2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2421
 CP2421.The geoid height was determined by GEOID03.
 CP2421
 CP2421;                    North         East     Units Scale Factor Converg.
 CP2421;SPC LA N     -   209,309.118 1,124,990.474   MT  0.99994731   +0 42 08.3
 CP2421;SPC LA N     -   686,708.33  3,690,906.25   sFT  0.99994731   +0 42 08.3
 CP2421;UTM  15      - 3,584,122.466   671,994.142   MT  0.99996480   +0 58 45.9
 CP2421
 CP2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2421!SPC LA N     -   0.99999879  x   0.99994731  =   0.99994610
 CP2421!UTM  15      -   0.99999879  x   0.99996480  =   0.99996359
 CP2421
 CP2421                          SUPERSEDED SURVEY CONTROL
 CP2421
 CP2421  NAD 83(1992)-  32 22 51.10732(N)    091 10 17.86639(W) AD(       ) 2
 CP2421  NAD 83(1986)-  32 22 51.11061(N)    091 10 17.86409(W) AD(       ) 2
 CP2421  NGVD 29 (06/11/92)   34.177  (m)          112.13   (f) ADJUSTED    2 1
 CP2421
 CP2421.Superseded values are not recommended for survey control.
 CP2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2421.See file dsdata.txt to determine how the superseded data were derived.
 CP2421
 CP2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7199484122(NAD 83)
 CP2421_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2421_SP_SET: CONCRETE POST
 CP2421_STAMPING: 33H015 1982
 CP2421_MARK LOGO: LADH  
 CP2421_PROJECTION: FLUSH
 CP2421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2421+STABILITY: SURFACE MOTION
 CP2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2421+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP2421
 CP2421  HISTORY     - Date     Condition        Report By
 CP2421  HISTORY     - 1982     MONUMENTED       LADTD
 CP2421  HISTORY     - 1982     GOOD             LADTD
 CP2421  HISTORY     - 19900725 GOOD             LADTD
 CP2421
 CP2421                          STATION DESCRIPTION
 CP2421
 CP2421'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2421'THE STATION IS LOCATED ABOUT 3.2 KM (2 MILES) SOUTH-SOUTHEAST OF THE
 CP2421'CENTER OF TALLULAH IN THE SOUTHEAST QUARTER OF SECTION 7, T16N, R13E.
 CP2421'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP2421'
 CP2421'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2421'AND U S HIGHWAY 65 IN SOUTH TALLULAH, GO WEST ALONG INTERSTATE 20 FOR
 CP2421'2.9 KM (1.8 MILES) TO THE STATION MARK ON THE LEFT NEAR THE NORTHWEST
 CP2421'CORNER OF AN OVERPASS, STATE HIGHWAY 602, OVER INTERSTATE 20.
 CP2421'
 CP2421'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2421'LADTD) DISK STAMPED---33H015 1982--- SET INTO THE TOP OF A ROUND
 CP2421'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2421'LOCATED 34.4 METERS (113 FEET) NNE FROM THE CENTER OF THE WEST BOUND
 CP2421'LANE OF INTERSTATE 20, 8 METERS (26 FEET) WNW FROM THE CENTER OF
 CP2421'HIGHWAY 602, 6.2 METERS (20.5 FEET) N FROM THE NORTHWEST CORNER OF
 CP2421'THE OVERPASS, AND 0.5 METER (1.5 FEET) NNE FROM A METAL WITNESS POST
 CP2421'WITH SIGN ATTACHED.
 CP2421'
 CP2421'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2421'(NOW LADTD) DISK STAMPED---33H015 1982--- SET INTO AN IRREGULAR MASS
 CP2421'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2421
 CP2421                          STATION RECOVERY (1982)
 CP2421
 CP2421'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2421'0.2 KM (0.1 MI) EAST FROM TALLULAH.
 CP2421'ABOUT 2.9 KM (1.8 MILES) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2421'INTERSECTION OF HIGHWAY 20 AND U.S. HIGHWAY 65 IN SOUTH TALLULAH TO
 CP2421'THE STATION ON THE LEFT NEAR THE NORTHWEST CORNER OF AN OVERPASS OVER
 CP2421'HIGHWAY 20, 34.4 METERS (113FT) NORTH-NORTHEAST OF THE CENTER OF THE
 CP2421'WEST BOUND LANE OF HIGHWAY 20, 8.0 METERS (26 FT) WEST-NORTHWEST OF
 CP2421'THE CENTER OF STATE HIGHWAY 602, 6.2 METERS (20.5 FT) NORTH OF THE
 CP2421'NORTHWEST CORNER OF THE OVERPASS.
 CP2421'THE MARK IS 0.46 METERS  NNE FROM A WITNESS POST.
 CP2421'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 CP2421
 CP2421                          STATION RECOVERY (1990)
 CP2421
 CP2421'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2421'THE STATION IS LOCATED ABOUT 14.8 KM (9.20 MI) WEST-NORTHWEST OF MOUND
 CP2421'AND 3.2 KM (2.00 MI) SOUTH-SOUTHEAST FROM THE CENTER OF TALLULAH IN
 CP2421'THE SOUTHEAST QUARTER OF SECTION 7, T16N, R13E. OWNERSHIP--LOUISIANA
 CP2421'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 CP2421'FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S.  HIGHWAY 65 IN
 CP2421'SOUTH TALLULAH, GO WEST FOR 2.9 KM (1.80 MI) ON INTERSTATE 20 TO THE
 CP2421'STATION ON THE LEFT ON AN OVERPASS. THE STATION IS 34.4 M (112.9 FT)
 CP2421'NORTH-NORTHEAST FROM THE CENTER OF THE WEST BOUND LANES OF THE
 CP2421'INTERSTATE, 8.0 M (26.2 FT) WEST-NORTHWEST FROM THE CENTER OF STATE
 CP2421'HIGHWAY 602, 6.2 M (20.3 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 CP2421'OVERPASS BRIDGE, 1.2 M (3.9 FT) WEST-NORTHWEST FROM THE NORTHWEST
 CP2421'CORNER OF THE BRIDGE ABUTMENT AND 0.5 M (1.6 FT) NORTH-NORTHEAST FROM
 CP2421'A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 CP2421'GROUND AND ABOUT LEVEL WITH HIGHWAY 602.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2422 ***********************************************************************
 CP2422  DESIGNATION -  33 H 016
 CP2422  PID         -  CP2422
 CP2422  STATE/COUNTY-  LA/MADISON
 CP2422  USGS QUAD   -  TALLULAH (1994)
 CP2422
 CP2422                         *CURRENT SURVEY CONTROL
 CP2422  ___________________________________________________________________
 CP2422* NAD 83(1992)-  32 23 38.42052(N)    091 08 37.51683(W)     ADJUSTED  
 CP2422* NAVD 88     -        25.67   (+/-2cm)      84.2    (feet)  VERTCON   
 CP2422  ___________________________________________________________________
 CP2422  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CP2422  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2422
 CP2422  HORZ ORDER  -  SECOND
 CP2422  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2422
 CP2422.The horizontal coordinates were established by classical geodetic methods
 CP2422.and adjusted by the National Geodetic Survey in May 1994..
 CP2422
 CP2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2422.The vertical order pertains to the NGVD 29 superseded value.
 CP2422
 CP2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2422
 CP2422.The geoid height was determined by GEOID03.
 CP2422
 CP2422;                    North         East     Units Scale Factor Converg.
 CP2422;SPC LA N     -   210,799.125 1,127,595.004   MT  0.99994919   +0 43 01.4
 CP2422;SPC LA N     -   691,596.80  3,699,451.28   sFT  0.99994919   +0 43 01.4
 CP2422;UTM  15      - 3,585,625.098   674,591.485   MT  0.99997590   +0 59 41.0
 CP2422
 CP2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2422!SPC LA N     -   1.00000013  x   0.99994919  =   0.99994932
 CP2422!UTM  15      -   1.00000013  x   0.99997590  =   0.99997603
 CP2422
 CP2422                          SUPERSEDED SURVEY CONTROL
 CP2422
 CP2422  NAD 83(1992)-  32 23 38.42996(N)    091 08 37.51420(W) AD(       ) 2
 CP2422  NAD 83(1986)-  32 23 38.43281(N)    091 08 37.51190(W) AD(       ) 2
 CP2422  NGVD 29 (06/11/92)   25.674  (m)           84.23   (f) ADJUSTED    2 1
 CP2422
 CP2422.Superseded values are not recommended for survey control.
 CP2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2422.See file dsdata.txt to determine how the superseded data were derived.
 CP2422
 CP2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7459185625(NAD 83)
 CP2422_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2422_SP_SET: CONCRETE POST
 CP2422_STAMPING: 33H016 1982
 CP2422_MARK LOGO: LADH  
 CP2422_PROJECTION: FLUSH
 CP2422_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2422+STABILITY: SURFACE MOTION
 CP2422
 CP2422  HISTORY     - Date     Condition        Report By
 CP2422  HISTORY     - 1982     MONUMENTED       LADTD
 CP2422  HISTORY     - 1982     GOOD             LADTD
 CP2422
 CP2422                          STATION DESCRIPTION
 CP2422
 CP2422'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2422'THE STATION IS LOCATED ABOUT 4 KM (2.5 MILES) EAST-SOUTHEAST OF
 CP2422'TALLULAH IN THE SOUTHWEST QUARTER OF SECTION 4, T16N, R13E.
 CP2422'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP2422'
 CP2422'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH GO EAST ON U S
 CP2422'HIGHWAY 80 FOR 4.5 KM (2.8 MILES)TO THE STATION MARK ON THE LEFT.
 CP2422'
 CP2422'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2422'LADTD) DISK STAMPED---33H016 1982--- SET INTO THE TOP OF A ROUND
 CP2422'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2422'LOCATED 111 METERS (364 FEET) ESE FROM THE CENTER OF A 42-INCH PECAN
 CP2422'TREE, 30.5 METERS (100 FEET) NW FROM THE CENTER OF A GRAVEL ROAD,
 CP2422'22.5 METERS (74 FEET) NNE FROM THE CENTER OF U S 80, 21 METERS (69
 CP2422'FEET) NNW FROM THE CENTER OF A SQUARE CEMENT CULVERT UNDER U S 80,
 CP2422'AND 0.6 METER (2 FEET) WNW FROM A METAL WITNESS POST WITH SIGN
 CP2422'ATTACHED.
 CP2422'
 CP2422'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2422'(NOW LADTD) DISK STAMPED---33H016 1982--- SET INTO AN IRREGULAR MASS
 CP2422'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2422
 CP2422                          STATION RECOVERY (1982)
 CP2422
 CP2422'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2422'4.8 KM (3 MI) EAST FROM TALLULAH.
 CP2422'ABOUT 4.5 KM (2.8 MILES) EAST ON U.S. HIGHWAY 80 FROM THE COURTHOUSE
 CP2422'IN TALLULAH TO THE MARK ON THE LEFT, 111 METERS (364 FT)
 CP2422'EAST-SOUTHEAST OF A 42 INCH PECAN TREE, 30.5 METERS (100 FT) NORTHWEST
 CP2422'OF THE CENTER OF A GRAVEL ROAD, 22.5 METERS (74 FT) NORTH-NORTHEAST OF
 CP2422'THE CENTER OF US HIGHWAY 80, AND 21 METERS (69 FT) NORTH-NORTHWEST OF
 CP2422'THE NORTH END OF A CEMENT CULVERT UNDER US 80.
 CP2422'THE MARK IS 0.61 METERS  WNW FROM A WITNESS POST.
 CP2422'THE MARK IS 1.22 M BELOW US HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2420 ***********************************************************************
 CP2420  DESIGNATION -  33 H 017
 CP2420  PID         -  CP2420
 CP2420  STATE/COUNTY-  LA/MADISON
 CP2420  USGS QUAD   -  FORTUNE FORK (1994)
 CP2420
 CP2420                         *CURRENT SURVEY CONTROL
 CP2420  ___________________________________________________________________
 CP2420* NAD 83(1992)-  32 22 23.77916(N)    091 08 57.22317(W)     ADJUSTED  
 CP2420* NAVD 88     -        26.45   (+/-2cm)      86.8    (feet)  VERTCON   
 CP2420  ___________________________________________________________________
 CP2420  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CP2420  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2420
 CP2420  HORZ ORDER  -  SECOND
 CP2420  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2420
 CP2420.The horizontal coordinates were established by classical geodetic methods
 CP2420.and adjusted by the National Geodetic Survey in May 1994..
 CP2420
 CP2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2420.The vertical order pertains to the NGVD 29 superseded value.
 CP2420
 CP2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2420
 CP2420.The geoid height was determined by GEOID03.
 CP2420
 CP2420;                    North         East     Units Scale Factor Converg.
 CP2420;SPC LA N     -   208,493.758 1,127,108.697   MT  0.99994625   +0 42 51.0
 CP2420;SPC LA N     -   684,033.27  3,697,855.78   sFT  0.99994625   +0 42 51.0
 CP2420;UTM  15      - 3,583,317.340   674,116.331   MT  0.99997386   +0 59 28.4
 CP2420
 CP2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2420!SPC LA N     -   1.00000000  x   0.99994625  =   0.99994625
 CP2420!UTM  15      -   1.00000000  x   0.99997386  =   0.99997386
 CP2420
 CP2420                          SUPERSEDED SURVEY CONTROL
 CP2420
 CP2420  NAD 83(1992)-  32 22 23.78853(N)    091 08 57.22040(W) AD(       ) 2
 CP2420  NAD 83(1986)-  32 22 23.79234(N)    091 08 57.21847(W) AD(       ) 2
 CP2420  NGVD 29 (06/11/92)   26.456  (m)           86.80   (f) ADJUSTED    2 1
 CP2420
 CP2420.Superseded values are not recommended for survey control.
 CP2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2420.See file dsdata.txt to determine how the superseded data were derived.
 CP2420
 CP2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7411683317(NAD 83)
 CP2420_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2420_SP_SET: CONCRETE POST
 CP2420_STAMPING: 33H017 1982
 CP2420_MARK LOGO: LADH  
 CP2420_PROJECTION: FLUSH
 CP2420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2420+STABILITY: SURFACE MOTION
 CP2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2420+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP2420
 CP2420  HISTORY     - Date     Condition        Report By
 CP2420  HISTORY     - 1982     MONUMENTED       LADTD
 CP2420  HISTORY     - 1982     GOOD             LADTD
 CP2420  HISTORY     - 19900725 GOOD             LADTD
 CP2420
 CP2420                          STATION DESCRIPTION
 CP2420
 CP2420'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2420'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MILES) SOUTHEAST OF TALLULAH
 CP2420'IN THE NORTHWEST QUARTER OF SECTION 16, T16N, R13E.
 CP2420'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP2420'
 CP2420'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2420'AND U S HIGHWAY 65 IN SOUTH TALLULAH, GO EAST ON INTERSTATE 20 FOR
 CP2420'5.2 KM (3.2 MILES) TO THE STATION IN THE MEDIAN NEAR THE EAST END OF
 CP2420'TWIN BRIDGES.
 CP2420'
 CP2420'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2420'LADTD) DISK STAMPED---33H017 1982--- SET INTO THE TOP OF A ROUND
 CP2420'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2420'LOCATED 14.2 METERS (46.5 FEET) SSW FROM THE CENTER OF THE WEST BOUND
 CP2420'LANE OF INTERSTATE 20, 13 METERS (42.5 FEET) NNE FROM THE CENTER OF
 CP2420'THE EAST BOUND LANE OF INTERSTATE 20, 8.5 METERS (28 FEET) ENE FROM
 CP2420'THE NORTHEAST CORNER OF THE EAST BOUND BRIDGE, 8.5 METERS (28 FEET)
 CP2420'SSW FROM THE SOUTHEAST CORNER OF THE WEST BOUND BRIDGE, AND 0.9 METER
 CP2420'(3 FEET) ESE FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2420'
 CP2420'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2420'(NOW LADTD) DISK STAMPED---33H017 1982--- SET INTO AN IRREGULAR MASS
 CP2420'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2420
 CP2420                          STATION RECOVERY (1982)
 CP2420
 CP2420'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2420'2.7 KM (1.7 MI) EAST FROM TALLULAH.
 CP2420'ABOUT 5.2 KM (3.2 MILES) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2420'INTERSECTION OF HIGHWAY 20 AND US HIGHWAY 65 IN SOUTH TALLULAH TO THE
 CP2420'STATION ON THE LEFT IN THE MEDIAN NEAR THE EAST END OF A BRIDGE, 14.2
 CP2420'METERS (46.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE WEST BOUND LANE
 CP2420'OF HIGHWAY 20, 13 METERS (42.5 FT) NORTH-NORTHEAST OF THE CENTER OF
 CP2420'THE EAST BOUND LANE OF HIGHWAY 20, 8.5 METERS (28 FT) EAST-NORTHEAST
 CP2420'OF THE NORTHEAST CORNER OF THE EAST BOUND BRIDGE, 8.5 METERS (28 FT)
 CP2420'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE WEST BOUND BRIDGE.
 CP2420'THE MARK IS 0.91 METERS  ESE FROM A WITNESS POST.
 CP2420'THE MARK IS 0.61 M BELOW HIGHWAY 20.
 CP2420
 CP2420                          STATION RECOVERY (1990)
 CP2420
 CP2420'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2420'THE STATION IS LOCATED ABOUT 12.6 KM (7.80 MI) WEST-NORTHWEST OF MOUND
 CP2420'AND 5.3 KM (3.30 MI) SOUTHEAST OF TALLULAH IN THE NORTHWEST QUARTER OF
 CP2420'SECTION 16, T16N, R13E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2420'TRASNPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 CP2420'OF INTERSTATE HIGHWAY 20 AND U.S.  HIGHWAY 65 IN SOUTH TALLULAH, GO
 CP2420'EAST FOR 5.2 KM (3.25 MI) ON INTERSTATE 20 TO THE STATION SET IN THE
 CP2420'MEDIAN NEAR THE EAST END OF TWIN BRIDGES,  14.2 M (46.6 FT)
 CP2420'SOUTH-SOUTHWEST FROM THE CENTER OF THE WEST BOUND LANES OF THE
 CP2420'INTERSTATE, 13.0 M (42.7 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 CP2420'EAST BOUND LANES OF THE INTERSTATE, 8.5 M (27.9 FT) EAST-NORTHEAST
 CP2420'FROM THE NORTHEAST CORNER OF THE EAST BOUND BRIDGE, 8.5 M (27.9 FT)
 CP2420'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE WEST BOUND BRIDGE AND
 CP2420'0.3 M (1.0 FT) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 CP2420'MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2419 ***********************************************************************
 CP2419  DESIGNATION -  33 H 018
 CP2419  PID         -  CP2419
 CP2419  STATE/COUNTY-  LA/MADISON
 CP2419  USGS QUAD   -  FORTUNE FORK (1994)
 CP2419
 CP2419                         *CURRENT SURVEY CONTROL
 CP2419  ___________________________________________________________________
 CP2419* NAD 83(1992)-  32 22 03.33363(N)    091 07 47.67127(W)     ADJUSTED  
 CP2419* NAVD 88     -        33.31   (+/-2cm)     109.3    (feet)  VERTCON   
 CP2419  ___________________________________________________________________
 CP2419  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP2419  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2419
 CP2419  HORZ ORDER  -  SECOND
 CP2419  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2419
 CP2419.The horizontal coordinates were established by classical geodetic methods
 CP2419.and adjusted by the National Geodetic Survey in May 1994..
 CP2419
 CP2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2419.The vertical order pertains to the NGVD 29 superseded value.
 CP2419
 CP2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2419
 CP2419.The geoid height was determined by GEOID03.
 CP2419
 CP2419;                    North         East     Units Scale Factor Converg.
 CP2419;SPC LA N     -   207,886.867 1,128,934.588   MT  0.99994547   +0 43 27.7
 CP2419;SPC LA N     -   682,042.16  3,703,846.23   sFT  0.99994547   +0 43 27.7
 CP2419;UTM  15      - 3,582,719.266   675,945.193   MT  0.99998176   +1 00 05.1
 CP2419
 CP2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2419!SPC LA N     -   0.99999893  x   0.99994547  =   0.99994440
 CP2419!UTM  15      -   0.99999893  x   0.99998176  =   0.99998069
 CP2419
 CP2419                          SUPERSEDED SURVEY CONTROL
 CP2419
 CP2419  NAD 83(1992)-  32 22 03.34310(N)    091 07 47.66852(W) AD(       ) 2
 CP2419  NAD 83(1986)-  32 22 03.34756(N)    091 07 47.66676(W) AD(       ) 2
 CP2419  NGVD 29 (06/11/92)   33.314  (m)          109.30   (f) ADJUSTED    2 1
 CP2419
 CP2419.Superseded values are not recommended for survey control.
 CP2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2419.See file dsdata.txt to determine how the superseded data were derived.
 CP2419
 CP2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7594582719(NAD 83)
 CP2419_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2419_SP_SET: CONCRETE POST
 CP2419_STAMPING: 33H018 1982
 CP2419_MARK LOGO: LADH  
 CP2419_PROJECTION: FLUSH
 CP2419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2419+STABILITY: SURFACE MOTION
 CP2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2419+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 CP2419
 CP2419  HISTORY     - Date     Condition        Report By
 CP2419  HISTORY     - 1982     MONUMENTED       LADTD
 CP2419  HISTORY     - 1982     GOOD             LADTD
 CP2419  HISTORY     - 19900725 GOOD             LADTD
 CP2419
 CP2419                          STATION DESCRIPTION
 CP2419
 CP2419'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2419'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MILES)   SOUTHEAST OF
 CP2419'TALLULAH IN THE SOUTHWEST QUARTER OF SECTION 15, T16N, R13R.
 CP2419'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP2419'
 CP2419'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2419'AND U.S. HIGHWAY 65 SOUTH OF TALLULAH, GO EAST ALONG INTERSTATE 20
 CP2419'FOR 7.2 KM (4.5 MILES) TO THE STATION ON THE LEFT NEAR THE NORTHWEST
 CP2419'CORNER OF AN OVERPASS OVER INTERSTATE 20.
 CP2419'
 CP2419'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2419'LADTD) DISK STAMPED---33H018 1982--- SET INTO THE TOP OF A ROUND
 CP2419'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2419'LOCATED 33.5 METERS (110 FEET) NNE FROM THE CENTER OF THE WEST BOUND
 CP2419'LANE OF INTERSTATE 20, 6.7 METERS (22 FEET) WNW FROM THE CENTER OF
 CP2419'ASPHALT ROAD, 6.4 METERS (21 FEET) NNW FROM THE NORTHWEST CORNER OF
 CP2419'THE OVERPASS, AND 0.6 METER (2 FEET) NNE FROM A METAL WITNESS POST
 CP2419'AND SIGN.
 CP2419'
 CP2419'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2419'(NOW LADTD) DISK STAMPED---33H018 1982--- SET INTO AN IRREGULAR MASS
 CP2419'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2419
 CP2419                          STATION RECOVERY (1982)
 CP2419
 CP2419'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2419'7.2 KM (4.5 MI) EAST FROM TALLULAH.
 CP2419'ABOUT 7.2 KM (4.5 MILES) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2419'INTERSECTION OF HIGHWAY 20 AND U.S. HIGHWAY 65 IN SOUTH TALLULAH TO
 CP2419'THE STATION ON THE LEFT NEAR THE NORTHWEST CORNER OF AN OVERPASS OVER
 CP2419'HIGHWAY 20, 33.5 METERS (110 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 CP2419'WEST BOUND LANE OF HIGHWAY 20, 6.7 METERS (22 FT) WEST-NORTHWEST OF
 CP2419'THE CENTER OF THE PAVED ROAD, 6.4 METERS (21 FT) NORTH-NORTHWEST OF
 CP2419'THE NORTHWEST CORNER OF THE OVERPASS.
 CP2419'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 CP2419'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 CP2419
 CP2419                          STATION RECOVERY (1990)
 CP2419
 CP2419'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2419'THE STATION IS LOCATED ABOUT 10.6 KM (6.60 MI) WEST-NORTHWEST OF MOUND
 CP2419'AND 7.1 KM (4.40 MI) SOUTHEAST OF TALLULAH IN THE SOUTHWEST QUARTER OF
 CP2419'SECTION 15, T16N, R13E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2419'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 CP2419'OF INTERSTATE HIGHWAY 20 AND U.S.  HIGHWAY 65 IN SOUTH TALLULAH, GO
 CP2419'EAST FOR 7.2 KM (4.45 MI) ON INTERSTATE 20 TO THE STATION ON THE LEFT
 CP2419'SET NEAR THE NORTHWEST CORNER OF AN OVERPASS. THE STATION IS 33.5 M
 CP2419'(109.9 FT) NORTH-NORTHEAST FROM THE CENTER OF THE WEST BOUND LANES OF
 CP2419'THE INTERSTATE, 6.7 M (22.0 FT) WEST-NORTHWEST FROM THE CENTER OF AN
 CP2419'ASPHALT ROAD, 6.4 M (21.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST
 CP2419'CORNER OF THE OVERPASS BRIDGE, 2.4 M (7.9 FT) WEST-NORTHWEST FROM THE
 CP2419'NORTHWEST CORNER OF THE ABUTMENT AND 0.6 NORTH-NORTHEAST FROM A METAL
 CP2419'WITNESS POST WITH SIGN ATTACHED.  THE MARK IS RECESSED 5.1 CM (2 IN)
 CP2419'BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2418 ***********************************************************************
 CP2418  DESIGNATION -  33 H 019
 CP2418  PID         -  CP2418
 CP2418  STATE/COUNTY-  LA/MADISON
 CP2418  USGS QUAD   -  FORTUNE FORK (1994)
 CP2418
 CP2418                         *CURRENT SURVEY CONTROL
 CP2418  ___________________________________________________________________
 CP2418* NAD 83(1992)-  32 22 28.15020(N)    091 07 39.23112(W)     ADJUSTED  
 CP2418* NAVD 88     -        25.61   (+/-2cm)      84.0    (feet)  VERTCON   
 CP2418  ___________________________________________________________________
 CP2418  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2418  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2418
 CP2418  HORZ ORDER  -  SECOND
 CP2418  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2418
 CP2418.The horizontal coordinates were established by classical geodetic methods
 CP2418.and adjusted by the National Geodetic Survey in May 1994..
 CP2418
 CP2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2418.The vertical order pertains to the NGVD 29 superseded value.
 CP2418
 CP2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2418
 CP2418.The geoid height was determined by GEOID03.
 CP2418
 CP2418;                    North         East     Units Scale Factor Converg.
 CP2418;SPC LA N     -   208,653.998 1,129,145.527   MT  0.99994642   +0 43 32.2
 CP2418;SPC LA N     -   684,558.99  3,704,538.28   sFT  0.99994642   +0 43 32.2
 CP2418;UTM  15      - 3,583,487.437   676,152.427   MT  0.99998266   +1 00 10.3
 CP2418
 CP2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2418!SPC LA N     -   1.00000014  x   0.99994642  =   0.99994656
 CP2418!UTM  15      -   1.00000014  x   0.99998266  =   0.99998280
 CP2418
 CP2418:                Primary Azimuth Mark                     Grid Az
 CP2418:SPC LA N     -  BARNES RM 3                              037 56 55.7
 CP2418:UTM  15      -  BARNES RM 3                              037 40 17.6
 CP2418
 CP2418|---------------------------------------------------------------------|
 CP2418| PID    Reference Object                     Distance      Geod. Az  |
 CP2418|                                                           dddmmss.s |
 CP2418| CP2417 BARNES RM 3                         APPROX. 0.6 KM 0384027.9 |
 CP2418|---------------------------------------------------------------------|
 CP2418
 CP2418                          SUPERSEDED SURVEY CONTROL
 CP2418
 CP2418  NAD 83(1992)-  32 22 28.15968(N)    091 07 39.22840(W) AD(       ) 2
 CP2418  NAD 83(1986)-  32 22 28.16424(N)    091 07 39.22686(W) AD(       ) 2
 CP2418  NGVD 29 (06/11/92)   25.610  (m)           84.02   (f) ADJUSTED    2 1
 CP2418
 CP2418.Superseded values are not recommended for survey control.
 CP2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2418.See file dsdata.txt to determine how the superseded data were derived.
 CP2418
 CP2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7615283487(NAD 83)
 CP2418_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2418_SP_SET: CONCRETE POST
 CP2418_STAMPING: 33H019 1982
 CP2418_MARK LOGO: LADH  
 CP2418_PROJECTION: FLUSH
 CP2418_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2418+STABILITY: SURFACE MOTION
 CP2418
 CP2418  HISTORY     - Date     Condition        Report By
 CP2418  HISTORY     - 1982     MONUMENTED       LADTD
 CP2418  HISTORY     - 1982     GOOD             LADTD
 CP2418
 CP2418                          STATION DESCRIPTION
 CP2418
 CP2418'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2418'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MILES) SOUTHEAST OF TALLULAH
 CP2418'IN THE NORTHWEST QUARTER OF SECTION 15, T16N, R13E.
 CP2418'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP2418'
 CP2418'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, GO EAST ON U S
 CP2418'HIGHWAY 80 FOR ABOUR 7.1 KM (4.4 MILES) TO A PAVED ROAD ON THE RIGHT,
 CP2418'THENCE GO SOUTH ON THE PAVED ROAD FOR ABOUT 0.6 KM (0.4 MILE) TO THE
 CP2418'STATION ON THE RIGHT NEAR A POWER POLE.
 CP2418'
 CP2418'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2418'LADTD) DISK STAMPED---33H019 1982--- SET INTO THE TOP OF A ROUND
 CP2418'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2418'LOCATED 25.9 METERS (85 FEET) SW FROM THE SOUTH END OF A METAL
 CP2418'CULVERT UNDER DRIVEWAY, 10.8 METERS (35.5 FEET) W FROM THE CENTER OF
 CP2418'PAVED ROAD, 3.2 METERS (10.5 FEET) SE FROM A POWER POLE, AND 0.5
 CP2418'METER (1.5 FEET) N FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2418'
 CP2418'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2418'(NOW LADTD) DISK STAMPED---33H019 1982--- SET INTO AN IRREGULAR MASS
 CP2418'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2418
 CP2418                          STATION RECOVERY (1982)
 CP2418
 CP2418'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2418'4.3 KM (2.7 MI) EAST FROM TALLULAH.
 CP2418'ABOUT 7.1 KM (4.4 MILES) EAST ALONG U.S. HIGHWAY 80 FROM THE
 CP2418'COURTHOUSE IN TALLULAH TO THE JUCTION OF AN ASPHALT ROAD ON THE RIGHT,
 CP2418'THENCE SOUTH ALONG ASPHALT ROAD FOR 0.6 KM (0.4 MILES) TO THE STATION
 CP2418'ON THE RIGHT NEAR A POWER POLE, 25.9 METERS (85 FT) SOUTHWEST OF THE
 CP2418'SOUTH END OF A METAL CULVERT, 10.8 METERS (35.5 FT) WEST OF THE CENTER
 CP2418'OF THE ROAD, 3.2 (10.5 FT) SOUTHEAST OF A POWER POLE.
 CP2418'THE MARK IS 0.46 METERS  NNE FROM A WITNESS POST.
 CP2418'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2423 ***********************************************************************
 CP2423  DESIGNATION -  33 V 1 LADH
 CP2423  PID         -  CP2423
 CP2423  STATE/COUNTY-  LA/MADISON
 CP2423  USGS QUAD   -  TALLULAH (1994)
 CP2423
 CP2423                         *CURRENT SURVEY CONTROL
 CP2423  ___________________________________________________________________
 CP2423* NAD 83(1986)-  32 24 05.     (N)    091 09 09.     (W)     SCALED    
 CP2423* NAVD 88     -        25.73   (+/-2cm)      84.4    (feet)  VERTCON   
 CP2423  ___________________________________________________________________
 CP2423  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2423
 CP2423  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2423
 CP2423.The horizontal coordinates were scaled from a topographic map and have
 CP2423.an estimated accuracy of +/- 6 seconds.
 CP2423
 CP2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2423.The vertical order pertains to the NGVD 29 superseded value.
 CP2423
 CP2423.The geoid height was determined by GEOID03.
 CP2423
 CP2423;                    North         East    Units  Estimated Accuracy
 CP2423;SPC LA N     -   211,610.    1,126,760.      MT  (+/- 180 meters Scaled)
 CP2423
 CP2423                          SUPERSEDED SURVEY CONTROL
 CP2423
 CP2423  NGVD 29 (06/11/92)   25.734  (m)           84.43   (f) ADJUSTED    2 1
 CP2423
 CP2423.Superseded values are not recommended for survey control.
 CP2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2423.See file dsdata.txt to determine how the superseded data were derived.
 CP2423
 CP2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR737864(NAD 83)
 CP2423_MARKER: DB = BENCH MARK DISK
 CP2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2423_SP_SET: CONCRETE POST
 CP2423_STAMPING: 33V1 1982
 CP2423_MARK LOGO: LADH  
 CP2423_PROJECTION: FLUSH
 CP2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2423+STABILITY: SURFACE MOTION
 CP2423
 CP2423  HISTORY     - Date     Condition        Report By
 CP2423  HISTORY     - 1982     MONUMENTED       LADH
 CP2423
 CP2423                          STATION DESCRIPTION
 CP2423
 CP2423'DESCRIBED BY LA DEPT OF HIGHWAYS 1982
 CP2423'3.38 KM (2.1 MI) EAST FROM TALLULAH.
 CP2423'ABOUT 3.7 KM (2.3 MILES) FROM THE COURTHOUSE IN TALLULAH, DRIVE EAST
 CP2423'ALONG U.S. HIGHWAY 80 TO A PAVED ROAD ON THE LEFT, THENCE TURN LEFT
 CP2423'FOR 0.3 KM (.2 MILE) TO THE STATION ON THE RIGHT IN FRONT OF A METAL
 CP2423'EQUIPMENT SHED, 24.7 METERS (81 FT) SOUTH-SOUTHEAST FROM THE SOUTH END
 CP2423'OF A METAL CULVERT UNDER A GRAVEL DRIVE, 24.2 METERS (79.50 FT)
 CP2423'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A METAL EQUIPMENT SHED
 CP2423'WITH METER LOOP, 11.3 METERS (37 FT) EAST FROM THE CENTER OF A PAVED
 CP2423'ROAD, 1.2 METERS (4 FT) WEST OF A POWER POLE.
 CP2423'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 CP2423'THE MARK IS 0.31 M BELOW PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2886 ***********************************************************************
 AA2886  DESIGNATION -  33 V 10
 AA2886  PID         -  AA2886
 AA2886  STATE/COUNTY-  LA/MADISON
 AA2886  USGS QUAD   -  SONDHEIMER (1994)
 AA2886
 AA2886                         *CURRENT SURVEY CONTROL
 AA2886  ___________________________________________________________________
 AA2886* NAD 83(1992)-  32 32 15.71990(N)    091 10 12.84970(W)     ADJUSTED  
 AA2886* NAVD 88     -        26.129  (meters)      85.72   (feet)  ADJUSTED  
 AA2886  ___________________________________________________________________
 AA2886  X           -    -109,921.439 (meters)                     COMP
 AA2886  Y           -  -5,381,101.436 (meters)                     COMP
 AA2886  Z           -   3,410,848.313 (meters)                     COMP
 AA2886  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AA2886  ELLIP HEIGHT-          -0.27  (meters)          (03/17/04) GPS OBS
 AA2886  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AA2886  DYNAMIC HT  -          26.100 (meters)      85.63  (feet)  COMP
 AA2886  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 AA2886
 AA2886  HORZ ORDER  -  FIRST
 AA2886  VERT ORDER  -  SECOND    CLASS I
 AA2886  ELLP ORDER  -  FOURTH    CLASS II
 AA2886
 AA2886.The horizontal coordinates were established by GPS observations
 AA2886.and adjusted by the National Geodetic Survey in March 2004..
 AA2886
 AA2886.The orthometric height was determined by differential leveling
 AA2886.and adjusted by the National Geodetic Survey in May 1997..
 AA2886
 AA2886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2886
 AA2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2886
 AA2886.The ellipsoidal height was determined by GPS observations
 AA2886.and is referenced to NAD 83.
 AA2886
 AA2886.The geoid height was determined by GEOID03.
 AA2886
 AA2886.The dynamic height is computed by dividing the NAVD 88
 AA2886.geopotential number by the normal gravity value computed on the
 AA2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2886.degrees latitude (g = 980.6199 gals.).
 AA2886
 AA2886.The modeled gravity was interpolated from observed gravity values.
 AA2886
 AA2886;                    North         East     Units Scale Factor Converg.
 AA2886;SPC LA N     -   226,701.400 1,124,908.258   MT  0.99997314   +0 42 11.0
 AA2886;SPC LA N     -   743,769.51  3,690,636.51   sFT  0.99997314   +0 42 11.0
 AA2886;UTM  15      - 3,601,514.225   671,827.168   MT  0.99996408   +0 59 03.8
 AA2886
 AA2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2886!SPC LA N     -   1.00000004  x   0.99997314  =   0.99997318
 AA2886!UTM  15      -   1.00000004  x   0.99996408  =   0.99996412
 AA2886
 AA2886                          SUPERSEDED SURVEY CONTROL
 AA2886
 AA2886  NAVD 88 (03/17/04)   26.13   (m)           85.7    (f) LEVELING    3  
 AA2886
 AA2886.Superseded values are not recommended for survey control.
 AA2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2886.See file dsdata.txt to determine how the superseded data were derived.
 AA2886
 AA2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7182701514(NAD 83)
 AA2886_MARKER: DB = BENCH MARK DISK
 AA2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2886_STAMPING: 33V10 1987
 AA2886_MARK LOGO: LADTD 
 AA2886_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2886+STABILITY: SURFACE MOTION
 AA2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2886+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2003
 AA2886
 AA2886  HISTORY     - Date     Condition        Report By
 AA2886  HISTORY     - 1987     MONUMENTED       LADTD
 AA2886  HISTORY     - 20030217 GOOD             PYBURN
 AA2886
 AA2886                          STATION DESCRIPTION
 AA2886
 AA2886'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2886'ABOUT 16.3 KM (10.15 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE
 AA2886'IN TALLULAH TO THE MARK ON THE RIGHT JUST SOUTH OF THE PARISH LINE,
 AA2886'13.4 M (44.0 FT) EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 12.8 M
 AA2886'(42.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 10.1 M (33.1
 AA2886'FT) WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 7.3 M
 AA2886'(24.0 FT) SOUTH-SOUTHWEST OF A RAILROAD CROSSING SIGN.
 AA2886
 AA2886                          STATION RECOVERY (2003)
 AA2886
 AA2886'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003
 AA2886'RECOVERED AS DESCRIBEDIPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2432 ***********************************************************************
 CP2432  DESIGNATION -  33 V 2 LADH
 CP2432  PID         -  CP2432
 CP2432  STATE/COUNTY-  LA/MADISON
 CP2432  USGS QUAD   -  TALLULAH (1994)
 CP2432
 CP2432                         *CURRENT SURVEY CONTROL
 CP2432  ___________________________________________________________________
 CP2432* NAD 83(1986)-  32 24 44.     (N)    091 12 26.     (W)     SCALED    
 CP2432* NAVD 88     -        25.87   (+/-2cm)      84.9    (feet)  VERTCON   
 CP2432  ___________________________________________________________________
 CP2432  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2432
 CP2432  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2432
 CP2432.The horizontal coordinates were scaled from a topographic map and have
 CP2432.an estimated accuracy of +/- 6 seconds.
 CP2432
 CP2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2432.The vertical order pertains to the NGVD 29 superseded value.
 CP2432
 CP2432.The geoid height was determined by GEOID03.
 CP2432
 CP2432;                    North         East    Units  Estimated Accuracy
 CP2432;SPC LA N     -   212,750.    1,121,600.      MT  (+/- 180 meters Scaled)
 CP2432
 CP2432                          SUPERSEDED SURVEY CONTROL
 CP2432
 CP2432  NGVD 29 (06/11/92)   25.873  (m)           84.89   (f) ADJUSTED    2 1
 CP2432
 CP2432.Superseded values are not recommended for survey control.
 CP2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2432.See file dsdata.txt to determine how the superseded data were derived.
 CP2432
 CP2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR685875(NAD 83)
 CP2432_MARKER: DD = SURVEY DISK
 CP2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2432_SP_SET: CONCRETE POST
 CP2432_STAMPING: 33V2 1982
 CP2432_MARK LOGO: LADH  
 CP2432_PROJECTION: FLUSH
 CP2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2432+STABILITY: SURFACE MOTION
 CP2432
 CP2432  HISTORY     - Date     Condition        Report By
 CP2432  HISTORY     - 1982     MONUMENTED       LADTD
 CP2432
 CP2432                          STATION DESCRIPTION
 CP2432
 CP2432'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2432'0.2 KM (0.1 MI) WEST FROM TALLULAH.
 CP2432'ABOUT 1.7 KM (1.1 MILES) WEST ALONG U.S. HIGHWAY 80 FROM THE
 CP2432'COURTHOUSE IN TALLULAH TO A GRAVEL ROAD ON THE LEFT, THENCE ABOUT
 CP2432'0.8 KM (0.50 MILES) SOUTH ALONG THE GRAVEL ROAD TO THE INTERSECTION OF
 CP2432'THE ROAD AND THE ILLINOIS CENTRAL GULF RAILROAD WITH THE STATION MARK
 CP2432'SET IN THE SOUTHWEST QUADRANT OF THE INTERSECTION, 10.7 METERS (35 FT)
 CP2432'WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROAD AND THE
 CP2432'RAILROAD, 5 METERS (16.5 FT) SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE
 CP2432'RAILROAD, 4.3 METERS (14 FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD.
 CP2432'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 CP2432'THE MARK IS 0.30 M BELOW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2880 ***********************************************************************
 AA2880  DESIGNATION -  33 V 4
 AA2880  PID         -  AA2880
 AA2880  STATE/COUNTY-  LA/MADISON
 AA2880  USGS QUAD   -  TALLULAH (1994)
 AA2880
 AA2880                         *CURRENT SURVEY CONTROL
 AA2880  ___________________________________________________________________
 AA2880* NAD 83(1986)-  32 26 23.     (N)    091 09 46.     (W)     SCALED    
 AA2880* NAVD 88     -        24.927  (meters)      81.78   (feet)  ADJUSTED  
 AA2880  ___________________________________________________________________
 AA2880  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AA2880  DYNAMIC HT  -          24.899 (meters)      81.69  (feet)  COMP
 AA2880  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 AA2880
 AA2880  VERT ORDER  -  SECOND    CLASS I
 AA2880
 AA2880.The horizontal coordinates were scaled from a topographic map and have
 AA2880.an estimated accuracy of +/- 6 seconds.
 AA2880
 AA2880.The orthometric height was determined by differential leveling
 AA2880.and adjusted by the National Geodetic Survey in May 1997..
 AA2880
 AA2880.The geoid height was determined by GEOID03.
 AA2880
 AA2880.The dynamic height is computed by dividing the NAVD 88
 AA2880.geopotential number by the normal gravity value computed on the
 AA2880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2880.degrees latitude (g = 980.6199 gals.).
 AA2880
 AA2880.The modeled gravity was interpolated from observed gravity values.
 AA2880
 AA2880;                    North         East    Units  Estimated Accuracy
 AA2880;SPC LA N     -   215,850.    1,125,740.      MT  (+/- 180 meters Scaled)
 AA2880
 AA2880                          SUPERSEDED SURVEY CONTROL
 AA2880
 AA2880.No superseded survey control is available for this station.
 AA2880
 AA2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR727906(NAD 83)
 AA2880_MARKER: DB = BENCH MARK DISK
 AA2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2880_STAMPING: 33V4 1987
 AA2880_MARK LOGO: LADTD 
 AA2880_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2880+STABILITY: SURFACE MOTION
 AA2880
 AA2880  HISTORY     - Date     Condition        Report By
 AA2880  HISTORY     - 1987     MONUMENTED       LADTD
 AA2880
 AA2880                          STATION DESCRIPTION
 AA2880
 AA2880'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2880'ABOUT 4.4 KM (2.75 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2880'TALLULAH TO THE MARK ON THE RIGHT SOUTH OF A DRIVE CROSSING THE
 AA2880'RAILROAD, 20.1 M (65.9 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 65,
 AA2880'5.8 M (19.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A GRAVEL DRIVE, 2.7
 AA2880'M (8.9 FT) NORTHWEST FROM THE WEST RAIL OF THE RAILROAD AND 0.8 M (2.6
 AA2880'FT) WEST FROM A RAILROAD CROSSING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2881 ***********************************************************************
 AA2881  DESIGNATION -  33 V 5
 AA2881  PID         -  AA2881
 AA2881  STATE/COUNTY-  LA/MADISON
 AA2881  USGS QUAD   -  TALLULAH (1994)
 AA2881
 AA2881                         *CURRENT SURVEY CONTROL
 AA2881  ___________________________________________________________________
 AA2881* NAD 83(1986)-  32 27 15.     (N)    091 08 55.     (W)     SCALED    
 AA2881* NAVD 88     -        25.023  (meters)      82.10   (feet)  ADJUSTED  
 AA2881  ___________________________________________________________________
 AA2881  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AA2881  DYNAMIC HT  -          24.994 (meters)      82.00  (feet)  COMP
 AA2881  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 AA2881
 AA2881  VERT ORDER  -  SECOND    CLASS I
 AA2881
 AA2881.The horizontal coordinates were scaled from a topographic map and have
 AA2881.an estimated accuracy of +/- 6 seconds.
 AA2881
 AA2881.The orthometric height was determined by differential leveling
 AA2881.and adjusted by the National Geodetic Survey in May 1997..
 AA2881
 AA2881.The geoid height was determined by GEOID03.
 AA2881
 AA2881.The dynamic height is computed by dividing the NAVD 88
 AA2881.geopotential number by the normal gravity value computed on the
 AA2881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2881.degrees latitude (g = 980.6199 gals.).
 AA2881
 AA2881.The modeled gravity was interpolated from observed gravity values.
 AA2881
 AA2881;                    North         East    Units  Estimated Accuracy
 AA2881;SPC LA N     -   217,460.    1,127,060.      MT  (+/- 180 meters Scaled)
 AA2881
 AA2881                          SUPERSEDED SURVEY CONTROL
 AA2881
 AA2881.No superseded survey control is available for this station.
 AA2881
 AA2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR740922(NAD 83)
 AA2881_MARKER: DB = BENCH MARK DISK
 AA2881_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2881_SP_SET: CULVERT HEADWALL
 AA2881_STAMPING: 33V5 1987
 AA2881_MARK LOGO: LADTD 
 AA2881_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2881+STABILITY: SURFACE MOTION
 AA2881
 AA2881  HISTORY     - Date     Condition        Report By
 AA2881  HISTORY     - 1987     MONUMENTED       LADTD
 AA2881
 AA2881                          STATION DESCRIPTION
 AA2881
 AA2881'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2881'ABOUT 6.4 KM (4.00 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2881'TALLULAH TO THE MARK ON THE RIGHT IN THE NORTH END OF A CONCRETE
 AA2881'HEADWALL, 14.9 M (48.9 FT) WEST-NORTHWEST OF THE WEST RAIL OF THE
 AA2881'RAILROAD TRACKS AND 10.7 M (35.1 FT) NORTH-NORTHEAST OF THE SOUTH END
 AA2881'OF THE HEADWALL,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2882 ***********************************************************************
 AA2882  DESIGNATION -  33 V 6
 AA2882  PID         -  AA2882
 AA2882  STATE/COUNTY-  LA/MADISON
 AA2882  USGS QUAD   -  TALLULAH (1994)
 AA2882
 AA2882                         *CURRENT SURVEY CONTROL
 AA2882  ___________________________________________________________________
 AA2882* NAD 83(1992)-  32 28 16.30393(N)    091 08 46.79624(W)     ADJUSTED  
 AA2882* NAVD 88     -        25.431  (meters)      83.43   (feet)  ADJUSTED  
 AA2882  ___________________________________________________________________
 AA2882  X           -    -107,755.712 (meters)                     COMP
 AA2882  Y           -  -5,385,108.481 (meters)                     COMP
 AA2882  Z           -   3,404,628.150 (meters)                     COMP
 AA2882  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AA2882  ELLIP HEIGHT-          -1.04  (meters)          (11/18/03) GPS OBS
 AA2882  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AA2882  DYNAMIC HT  -          25.402 (meters)      83.34  (feet)  COMP
 AA2882  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 AA2882
 AA2882  HORZ ORDER  -  B
 AA2882  VERT ORDER  -  SECOND    CLASS I
 AA2882  ELLP ORDER  -  FOURTH    CLASS I
 AA2882
 AA2882.The horizontal coordinates were established by GPS observations
 AA2882.and adjusted by the National Geodetic Survey in November 2003..
 AA2882
 AA2882.The orthometric height was determined by differential leveling
 AA2882.and adjusted by the National Geodetic Survey in May 1997..
 AA2882
 AA2882.Photographs are available for this station.
 AA2882
 AA2882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2882
 AA2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2882
 AA2882.The ellipsoidal height was determined by GPS observations
 AA2882.and is referenced to NAD 83.
 AA2882
 AA2882.The geoid height was determined by GEOID03.
 AA2882
 AA2882.The dynamic height is computed by dividing the NAVD 88
 AA2882.geopotential number by the normal gravity value computed on the
 AA2882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2882.degrees latitude (g = 980.6199 gals.).
 AA2882
 AA2882.The modeled gravity was interpolated from observed gravity values.
 AA2882
 AA2882;                    North         East     Units Scale Factor Converg.
 AA2882;SPC LA N     -   219,354.962 1,127,245.601   MT  0.99996127   +0 42 56.5
 AA2882;SPC LA N     -   719,667.07  3,698,304.94   sFT  0.99996127   +0 42 56.5
 AA2882;UTM  15      - 3,594,179.305   674,200.459   MT  0.99997421   +0 59 43.6
 AA2882
 AA2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2882!SPC LA N     -   1.00000016  x   0.99996127  =   0.99996143
 AA2882!UTM  15      -   1.00000016  x   0.99997421  =   0.99997437
 AA2882
 AA2882                          SUPERSEDED SURVEY CONTROL
 AA2882
 AA2882  NAVD 88 (08/03/04)   25.43   (m)           83.4    (f) LEVELING    3  
 AA2882  NAVD 88 (03/17/04)   25.42   (m)           83.4    (f) LEVELING    3  
 AA2882
 AA2882.Superseded values are not recommended for survey control.
 AA2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2882.See file dsdata.txt to determine how the superseded data were derived.
 AA2882
 AA2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7420094179(NAD 83)
 AA2882_MARKER: DB = BENCH MARK DISK
 AA2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2882_STAMPING: 33V6 1987
 AA2882_MARK LOGO: LADTD 
 AA2882_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2882+STABILITY: SURFACE MOTION
 AA2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2882+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 AA2882
 AA2882  HISTORY     - Date     Condition        Report By
 AA2882  HISTORY     - 1987     MONUMENTED       LADTD
 AA2882  HISTORY     - 20020723 GOOD             PYBURN
 AA2882  HISTORY     - 20030217 GOOD             PYBURN
 AA2882  HISTORY     - 20030805 GOOD             EMCINC
 AA2882
 AA2882                          STATION DESCRIPTION
 AA2882
 AA2882'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2882'ABOUT 8.4 KM (5.20 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2882'TALLULAH TO THE MARK ON THE RIGHT, JUST SOUTH OF A HEADWALL, 26.4 M
 AA2882'(86.6 FT) WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 19 M (62.3 FT)
 AA2882'WEST-SOUTHWEST OF THE CENTER OF A HEADWALL UNDER THE RAILROAD TRACKS,
 AA2882'12.8 M (42.0 FT) SOUTHEAST OF THE CENTER OF A HEADWALL UNDER HIGHWAY
 AA2882'65 AND 12.2 M (40.0 FT) EAST OF THE CENTER OF HIGHWAY 65.
 AA2882
 AA2882                          STATION RECOVERY (2002)
 AA2882
 AA2882'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 AA2882'RECOVERED AS DESCRIBED
 AA2882'IPYBURN
 AA2882'
 AA2882
 AA2882                          STATION RECOVERY (2003)
 AA2882
 AA2882'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003
 AA2882'RECOVERED AS DESCRIBEDIPYBURN
 AA2882
 AA2882                          STATION RECOVERY (2003)
 AA2882
 AA2882'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 AA2882'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 AA2882'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2883 ***********************************************************************
 AA2883  DESIGNATION -  33 V 7
 AA2883  PID         -  AA2883
 AA2883  STATE/COUNTY-  LA/MADISON
 AA2883  USGS QUAD   -  TALLULAH (1994)
 AA2883
 AA2883                         *CURRENT SURVEY CONTROL
 AA2883  ___________________________________________________________________
 AA2883* NAD 83(1986)-  32 29 19.     (N)    091 09 12.     (W)     SCALED    
 AA2883* NAVD 88     -        25.753  (meters)      84.49   (feet)  ADJUSTED  
 AA2883  ___________________________________________________________________
 AA2883  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AA2883  DYNAMIC HT  -          25.724 (meters)      84.40  (feet)  COMP
 AA2883  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 AA2883
 AA2883  VERT ORDER  -  SECOND    CLASS I
 AA2883
 AA2883.The horizontal coordinates were scaled from a topographic map and have
 AA2883.an estimated accuracy of +/- 6 seconds.
 AA2883
 AA2883.The orthometric height was determined by differential leveling
 AA2883.and adjusted by the National Geodetic Survey in May 1997..
 AA2883
 AA2883.The geoid height was determined by GEOID03.
 AA2883
 AA2883.The dynamic height is computed by dividing the NAVD 88
 AA2883.geopotential number by the normal gravity value computed on the
 AA2883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2883.degrees latitude (g = 980.6199 gals.).
 AA2883
 AA2883.The modeled gravity was interpolated from observed gravity values.
 AA2883
 AA2883;                    North         East    Units  Estimated Accuracy
 AA2883;SPC LA N     -   221,280.    1,126,560.      MT  (+/- 180 meters Scaled)
 AA2883
 AA2883                          SUPERSEDED SURVEY CONTROL
 AA2883
 AA2883.No superseded survey control is available for this station.
 AA2883
 AA2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR735960(NAD 83)
 AA2883_MARKER: DB = BENCH MARK DISK
 AA2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2883_STAMPING: 33V7 1987
 AA2883_MARK LOGO: LADTD 
 AA2883_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2883+STABILITY: SURFACE MOTION
 AA2883
 AA2883  HISTORY     - Date     Condition        Report By
 AA2883  HISTORY     - 1987     MONUMENTED       LADTD
 AA2883
 AA2883                          STATION DESCRIPTION
 AA2883
 AA2883'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2883'ABOUT 10.5 KM (6.50 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2883'TALLULAH TO THE MARK ON THE LEFT NEAR A POWER POLE NUMBERED C630, 33.5
 AA2883'M (109.9 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 14.9 M (48.9
 AA2883'FT) WEST OF THE HIGHWAY, 14.9 M (48.9 FT) NORTHEAST OF THE NORTHEAST
 AA2883'CORNER OF A SMALL METAL BUILDING, 2.4 M (7.9 FT) NORTHWEST OF A POWER
 AA2883'POLE WITH A TRANSFORMER ATTACHED AND 0.5 M (1.6 FT) EAST OF A NET WIRE
 AA2883'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2884 ***********************************************************************
 AA2884  DESIGNATION -  33 V 8
 AA2884  PID         -  AA2884
 AA2884  STATE/COUNTY-  LA/MADISON
 AA2884  USGS QUAD   -  SONDHEIMER (1994)
 AA2884
 AA2884                         *CURRENT SURVEY CONTROL
 AA2884  ___________________________________________________________________
 AA2884* NAD 83(1986)-  32 30 15.     (N)    091 09 33.     (W)     SCALED    
 AA2884* NAVD 88     -        25.712  (meters)      84.36   (feet)  ADJUSTED  
 AA2884  ___________________________________________________________________
 AA2884  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AA2884  DYNAMIC HT  -          25.683 (meters)      84.26  (feet)  COMP
 AA2884  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 AA2884
 AA2884  VERT ORDER  -  SECOND    CLASS I
 AA2884
 AA2884.The horizontal coordinates were scaled from a topographic map and have
 AA2884.an estimated accuracy of +/- 6 seconds.
 AA2884
 AA2884.The orthometric height was determined by differential leveling
 AA2884.and adjusted by the National Geodetic Survey in May 1997..
 AA2884
 AA2884.The geoid height was determined by GEOID03.
 AA2884
 AA2884.The dynamic height is computed by dividing the NAVD 88
 AA2884.geopotential number by the normal gravity value computed on the
 AA2884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2884.degrees latitude (g = 980.6199 gals.).
 AA2884
 AA2884.The modeled gravity was interpolated from observed gravity values.
 AA2884
 AA2884;                    North         East    Units  Estimated Accuracy
 AA2884;SPC LA N     -   223,000.    1,125,990.      MT  (+/- 180 meters Scaled)
 AA2884
 AA2884                          SUPERSEDED SURVEY CONTROL
 AA2884
 AA2884.No superseded survey control is available for this station.
 AA2884
 AA2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR729978(NAD 83)
 AA2884_MARKER: DB = BENCH MARK DISK
 AA2884_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2884_SP_SET: CULVERT HEADWALL
 AA2884_STAMPING: 33V8 1987
 AA2884_MARK LOGO: LADTD 
 AA2884_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2884+STABILITY: SURFACE MOTION
 AA2884
 AA2884  HISTORY     - Date     Condition        Report By
 AA2884  HISTORY     - 1987     MONUMENTED       LADTD
 AA2884
 AA2884                          STATION DESCRIPTION
 AA2884
 AA2884'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2884'ABOUT 12.2 KM (7.60 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2884'TALLULAH TO THE MARK ON THE LEFT, SET IN A DRILL HOLE IN THE NORTH END
 AA2884'OF A HEADWALL, 22.3 M (73.2 FT) NORTH OF A POWER POLE NUMBERED 135
 AA2884'WITH A TRANSFORMER ATTACHED, 14.6 M (47.9 FT) SOUTH-SOUTHEAST OF THE
 AA2884'CENTER OF A DRIVE LEADING TO AN AIR STRIP, 7.5 M (24.6 FT)
 AA2884'WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 4.4 M (14.4 FT)
 AA2884'NORTH-NORTHEAST OF THE SOUTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2885 ***********************************************************************
 AA2885  DESIGNATION -  33 V 9
 AA2885  PID         -  AA2885
 AA2885  STATE/COUNTY-  LA/MADISON
 AA2885  USGS QUAD   -  SONDHEIMER (1994)
 AA2885
 AA2885                         *CURRENT SURVEY CONTROL
 AA2885  ___________________________________________________________________
 AA2885* NAD 83(1986)-  32 31 03.     (N)    091 09 44.     (W)     SCALED    
 AA2885* NAVD 88     -        26.224  (meters)      86.04   (feet)  ADJUSTED  
 AA2885  ___________________________________________________________________
 AA2885  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AA2885  DYNAMIC HT  -          26.195 (meters)      85.94  (feet)  COMP
 AA2885  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 AA2885
 AA2885  VERT ORDER  -  SECOND    CLASS I
 AA2885
 AA2885.The horizontal coordinates were scaled from a topographic map and have
 AA2885.an estimated accuracy of +/- 6 seconds.
 AA2885
 AA2885.The orthometric height was determined by differential leveling
 AA2885.and adjusted by the National Geodetic Survey in May 1997..
 AA2885
 AA2885.The geoid height was determined by GEOID03.
 AA2885
 AA2885.The dynamic height is computed by dividing the NAVD 88
 AA2885.geopotential number by the normal gravity value computed on the
 AA2885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2885.degrees latitude (g = 980.6199 gals.).
 AA2885
 AA2885.The modeled gravity was interpolated from observed gravity values.
 AA2885
 AA2885;                    North         East    Units  Estimated Accuracy
 AA2885;SPC LA N     -   224,470.    1,125,690.      MT  (+/- 180 meters Scaled)
 AA2885
 AA2885                          SUPERSEDED SURVEY CONTROL
 AA2885
 AA2885.No superseded survey control is available for this station.
 AA2885
 AA2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR726992(NAD 83)
 AA2885_MARKER: DB = BENCH MARK DISK
 AA2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2885_STAMPING: 33V9 1987
 AA2885_MARK LOGO: LADTD 
 AA2885_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2885+STABILITY: SURFACE MOTION
 AA2885
 AA2885  HISTORY     - Date     Condition        Report By
 AA2885  HISTORY     - 1987     MONUMENTED       LADTD
 AA2885
 AA2885                          STATION DESCRIPTION
 AA2885
 AA2885'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2885'ABOUT 13.6 KM (8.45 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2885'TALLULAH TO THE MARK ON THE RIGHT, STRAIGHT ACROSS FROM A PAVED ROAD
 AA2885'LEADING TO A CHURCH, 12.3 M (40.4 FT) EAST-NORTHEAST OF THE CENTER OF
 AA2885'THE HIGHWAY, 10.8 M (35.4 FT) WEST-SOUTHWEST OF THE WEST RAIL OF THE
 AA2885'RAILROAD TRACKS AND 1.3 M (4.3 FT) EAST-NORTHEAST OF THE CENTER OF A
 AA2885'TWIN TELEPHONE REPAIR BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1711 ***********************************************************************
 BX1711  DESIGNATION -  3301 LAGS
 BX1711  PID         -  BX1711
 BX1711  STATE/COUNTY-  LA/NATCHITOCHES
 BX1711  USGS QUAD   -  ROBELINE (1988)
 BX1711
 BX1711                         *CURRENT SURVEY CONTROL
 BX1711  ___________________________________________________________________
 BX1711* NAD 83(1986)-  31 43 43.     (N)    093 21 48.     (W)     SCALED    
 BX1711* NAVD 88     -        62.17   (+/-2cm)     204.0    (feet)  VERTCON   
 BX1711  ___________________________________________________________________
 BX1711  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1711
 BX1711  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1711
 BX1711.The horizontal coordinates were scaled from a topographic map and have
 BX1711.an estimated accuracy of +/- 6 seconds.
 BX1711
 BX1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1711.The vertical order pertains to the NGVD 29 superseded value.
 BX1711
 BX1711.The geoid height was determined by GEOID03.
 BX1711
 BX1711;                    North         East    Units  Estimated Accuracy
 BX1711;SPC LA N     -   136,550.      918,190.      MT  (+/- 180 meters Scaled)
 BX1711
 BX1711                          SUPERSEDED SURVEY CONTROL
 BX1711
 BX1711  NGVD 29 (??/??/??)   62.234  (m)          204.18   (f) ADJUSTED    1 2
 BX1711
 BX1711.Superseded values are not recommended for survey control.
 BX1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1711.See file dsdata.txt to determine how the superseded data were derived.
 BX1711
 BX1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR655104(NAD 83)
 BX1711_MARKER: DD = SURVEY DISK
 BX1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1711_STAMPING: 3301
 BX1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1711+STABILITY: SURFACE MOTION
 BX1711
 BX1711  HISTORY     - Date     Condition        Report By
 BX1711  HISTORY     - UNK      MONUMENTED       LAGS
 BX1711  HISTORY     - 1936     GOOD             CGS
 BX1711  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1711
 BX1711                          STATION DESCRIPTION
 BX1711
 BX1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1711'1.5 MI E FROM MARTHAVILLE.
 BX1711'FROM MARTHAVILLE T.P.R.R. STATION ONE AND 3/10 MILES EAST ON HIGHWAY
 BX1711'NO. (1) BALES ROAD, TURN RIGHT (SOUTH) 0.2 MILES TO T.P.R.R. TURN LEFT
 BX1711'(EAST) 16 TELEGRAPH POLES FROM RAILROAD TRESTLE NO. 257.6.  62.7 FT.
 BX1711'NORTH OF THE CENTER OF RAILROAD TRACKS.  A STANDARD 3 INCH BRONZE DISK
 BX1711'MARKED STATE CONTROL SURVEYS, W.P.A. SET IN A CONCRETE BLOCK OR POST
 BX1711'STAMPED 3301.
 BX1711
 BX1711                          STATION RECOVERY (2001)
 BX1711
 BX1711'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1710 ***********************************************************************
 BX1710  DESIGNATION -  3303 LAGS
 BX1710  PID         -  BX1710
 BX1710  STATE/COUNTY-  LA/NATCHITOCHES
 BX1710  USGS QUAD   -  ROBELINE (1988)
 BX1710
 BX1710                         *CURRENT SURVEY CONTROL
 BX1710  ___________________________________________________________________
 BX1710* NAD 83(1986)-  31 43 07.     (N)    093 20 49.     (W)     SCALED    
 BX1710* NAVD 88     -        51.61   (+/-2cm)     169.3    (feet)  VERTCON   
 BX1710  ___________________________________________________________________
 BX1710  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1710
 BX1710  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1710
 BX1710.The horizontal coordinates were scaled from a topographic map and have
 BX1710.an estimated accuracy of +/- 6 seconds.
 BX1710
 BX1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1710.The vertical order pertains to the NGVD 29 superseded value.
 BX1710
 BX1710.The geoid height was determined by GEOID03.
 BX1710
 BX1710;                    North         East    Units  Estimated Accuracy
 BX1710;SPC LA N     -   135,430.      919,730.      MT  (+/- 180 meters Scaled)
 BX1710
 BX1710                          SUPERSEDED SURVEY CONTROL
 BX1710
 BX1710  NGVD 29 (??/??/??)   51.672  (m)          169.53   (f) ADJUSTED    1 2
 BX1710
 BX1710.Superseded values are not recommended for survey control.
 BX1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1710.See file dsdata.txt to determine how the superseded data were derived.
 BX1710
 BX1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR671092(NAD 83)
 BX1710_MARKER: DD = SURVEY DISK
 BX1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1710_STAMPING: 3303
 BX1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1710+STABILITY: SURFACE MOTION
 BX1710
 BX1710  HISTORY     - Date     Condition        Report By
 BX1710  HISTORY     - UNK      MONUMENTED       LAGS
 BX1710  HISTORY     - 1936     GOOD             CGS
 BX1710  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1710
 BX1710                          STATION DESCRIPTION
 BX1710
 BX1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1710'1.5 MI W FROM SHAMROCK.
 BX1710'FROM SHAMROCK GO 0.5 MILES NORTH ON HIGHWAY (1) TURN LEFT (WEST) GO
 BX1710'ONE MILE DOWN DIRT ROAD TURN LEFT (SOUTH) 70 FEET TO TPRR CROSSING.
 BX1710'TURN EAST 330 FEET EAST OF MILE POST NO. 256.28.  6 FEET NORTH OF THE
 BX1710'CENTER OF THE RAILROAD TRACKS.  A STANDARD DISK MARKED STATE CONTROL
 BX1710'SURVEYS WPA SET IN A CONCRETE BLOCK OR POST STAMPED 3303.
 BX1710
 BX1710                          STATION RECOVERY (2001)
 BX1710
 BX1710'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1709 ***********************************************************************
 BX1709  DESIGNATION -  3305 LAGS
 BX1709  PID         -  BX1709
 BX1709  STATE/COUNTY-  LA/NATCHITOCHES
 BX1709  USGS QUAD   -  ROBELINE (1988)
 BX1709
 BX1709                         *CURRENT SURVEY CONTROL
 BX1709  ___________________________________________________________________
 BX1709* NAD 83(1986)-  31 42 32.     (N)    093 19 49.     (W)     SCALED    
 BX1709* NAVD 88     -        44.78   (+/-2cm)     146.9    (feet)  VERTCON   
 BX1709  ___________________________________________________________________
 BX1709  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1709
 BX1709  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1709
 BX1709.The horizontal coordinates were scaled from a topographic map and have
 BX1709.an estimated accuracy of +/- 6 seconds.
 BX1709
 BX1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1709.The vertical order pertains to the NGVD 29 superseded value.
 BX1709
 BX1709.The geoid height was determined by GEOID03.
 BX1709
 BX1709;                    North         East    Units  Estimated Accuracy
 BX1709;SPC LA N     -   134,340.      921,310.      MT  (+/- 180 meters Scaled)
 BX1709
 BX1709                          SUPERSEDED SURVEY CONTROL
 BX1709
 BX1709  NGVD 29 (??/??/??)   44.848  (m)          147.14   (f) ADJUSTED    1 2
 BX1709
 BX1709.Superseded values are not recommended for survey control.
 BX1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1709.See file dsdata.txt to determine how the superseded data were derived.
 BX1709
 BX1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR687082(NAD 83)
 BX1709_MARKER: DD = SURVEY DISK
 BX1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1709_STAMPING: 3305
 BX1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1709+STABILITY: SURFACE MOTION
 BX1709
 BX1709  HISTORY     - Date     Condition        Report By
 BX1709  HISTORY     - UNK      MONUMENTED       LAGS
 BX1709  HISTORY     - 1936     GOOD             CGS
 BX1709  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1709
 BX1709                          STATION DESCRIPTION
 BX1709
 BX1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1709'IN SHAMROCK.
 BX1709'JUST WEST OF HIGHWAY 1 AND SOUTH OF TPRR TRACKS 106.4 FEET WEST OF
 BX1709'HIGHWAY AT INTERSECTION OF TPRR TRACKS, 57 FEET SOUTH OF THE CENTER OF
 BX1709'TPRR TRACKS IN SHAMROCK, A STANDARD DISK SET IN A CONCRET BLOCK OR
 BX1709'POST STAMPED 3305.
 BX1709
 BX1709                          STATION RECOVERY (2001)
 BX1709
 BX1709'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1707 ***********************************************************************
 BX1707  DESIGNATION -  3307 LAGS
 BX1707  PID         -  BX1707
 BX1707  STATE/COUNTY-  LA/NATCHITOCHES
 BX1707  USGS QUAD   -  ROBELINE (1988)
 BX1707
 BX1707                         *CURRENT SURVEY CONTROL
 BX1707  ___________________________________________________________________
 BX1707* NAD 83(1986)-  31 42 00.     (N)    093 18 55.     (W)     SCALED    
 BX1707* NAVD 88     -        42.09   (+/-2cm)     138.1    (feet)  VERTCON   
 BX1707  ___________________________________________________________________
 BX1707  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1707
 BX1707  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1707
 BX1707.The horizontal coordinates were scaled from a topographic map and have
 BX1707.an estimated accuracy of +/- 6 seconds.
 BX1707
 BX1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1707.The vertical order pertains to the NGVD 29 superseded value.
 BX1707
 BX1707.The geoid height was determined by GEOID03.
 BX1707
 BX1707;                    North         East    Units  Estimated Accuracy
 BX1707;SPC LA N     -   133,340.      922,720.      MT  (+/- 180 meters Scaled)
 BX1707
 BX1707                          SUPERSEDED SURVEY CONTROL
 BX1707
 BX1707  NGVD 29 (??/??/??)   42.156  (m)          138.31   (f) ADJUSTED    1 2
 BX1707
 BX1707.Superseded values are not recommended for survey control.
 BX1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1707.See file dsdata.txt to determine how the superseded data were derived.
 BX1707
 BX1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR701072(NAD 83)
 BX1707_MARKER: DD = SURVEY DISK
 BX1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1707_STAMPING: 3307
 BX1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1707+STABILITY: SURFACE MOTION
 BX1707
 BX1707  HISTORY     - Date     Condition        Report By
 BX1707  HISTORY     - UNK      MONUMENTED       LAGS
 BX1707  HISTORY     - 1936     GOOD             CGS
 BX1707  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1707
 BX1707                          STATION DESCRIPTION
 BX1707
 BX1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1707'1 MI W FROM ROBELINE.
 BX1707'THE STATION IS ONE MILE WEST OF THE TPRR STATION.  FIVE TELEGRAPH
 BX1707'POLES EAST OF TPRR TRESTLE NO.253.8.  52.7 FEET NORTH OF THE CENTER OF
 BX1707'THE TPRR TRACKS.  A STANDARD 3 INCH BRONZE DISK MARKED STATE CONTROL
 BX1707'SURVEYS, WPA SET IN A CONCRETE BLOCK OR POST STAMPED 3307.
 BX1707
 BX1707                          STATION RECOVERY (2001)
 BX1707
 BX1707'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1706 ***********************************************************************
 BX1706  DESIGNATION -  3309 LAGS
 BX1706  PID         -  BX1706
 BX1706  STATE/COUNTY-  LA/NATCHITOCHES
 BX1706  USGS QUAD   -  ROBELINE (1988)
 BX1706
 BX1706                         *CURRENT SURVEY CONTROL
 BX1706  ___________________________________________________________________
 BX1706* NAD 83(1986)-  31 41 31.     (N)    093 18 12.     (W)     SCALED    
 BX1706* NAVD 88     -        47.95   (+/-2cm)     157.3    (feet)  VERTCON   
 BX1706  ___________________________________________________________________
 BX1706  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1706
 BX1706  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1706
 BX1706.The horizontal coordinates were scaled from a topographic map and have
 BX1706.an estimated accuracy of +/- 6 seconds.
 BX1706
 BX1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1706.The vertical order pertains to the NGVD 29 superseded value.
 BX1706
 BX1706.The geoid height was determined by GEOID03.
 BX1706
 BX1706;                    North         East    Units  Estimated Accuracy
 BX1706;SPC LA N     -   132,440.      923,840.      MT  (+/- 180 meters Scaled)
 BX1706
 BX1706                          SUPERSEDED SURVEY CONTROL
 BX1706
 BX1706  NGVD 29 (??/??/??)   48.010  (m)          157.51   (f) ADJUSTED    1 2
 BX1706
 BX1706.Superseded values are not recommended for survey control.
 BX1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1706.See file dsdata.txt to determine how the superseded data were derived.
 BX1706
 BX1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR712063(NAD 83)
 BX1706_MARKER: DD = SURVEY DISK
 BX1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1706_STAMPING: 3309 L.G.S.
 BX1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1706+STABILITY: SURFACE MOTION
 BX1706
 BX1706  HISTORY     - Date     Condition        Report By
 BX1706  HISTORY     - UNK      MONUMENTED       LAGS
 BX1706  HISTORY     - 1970     GOOD             LADTD
 BX1706  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1706  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1706
 BX1706                          STATION DESCRIPTION
 BX1706
 BX1706'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1706'IN ROBELINE.
 BX1706'ABOUT 0.15 MILES NORTH OF THE ROBELINE POST OFFICE.  3.15 MILES
 BX1706'NORTHEAST OF THE NATCHITOCHES AND SABINE PARISH LINE.  0.55 MILES
 BX1706'NORTHEAST OF B.M. 35V3.  47 FEET SOUTHEAST OF A TELEPHONE POLE.  28
 BX1706'FEET SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD LEADING NORTH.  92
 BX1706'FEET SOUTHWEST OF THE CENTER OF CONCRETE STEPS OF THE RESIDENCE OF
 BX1706'MISS COOK.  100 FEET WEST SOUTHWEST OF POWER POLE.  263 FEET WEST
 BX1706'NORTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY 6 AND A BLACKTOP
 BX1706'ROAD LEADING NORTH.  A BRASS CAP SET IN CONCRETE POST SET FLUSH WITH
 BX1706'GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET SOUTHWEST OF THE MARK.
 BX1706'1/4, SECTION 9, T8N, R9.
 BX1706
 BX1706                          STATION RECOVERY (1995)
 BX1706
 BX1706'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1706'MARK NOT FOUND.
 BX1706
 BX1706                          STATION RECOVERY (2001)
 BX1706
 BX1706'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1704 ***********************************************************************
 BX1704  DESIGNATION -  3311 LAGS
 BX1704  PID         -  BX1704
 BX1704  STATE/COUNTY-  LA/NATCHITOCHES
 BX1704  USGS QUAD   -  ROBELINE (1988)
 BX1704
 BX1704                         *CURRENT SURVEY CONTROL
 BX1704  ___________________________________________________________________
 BX1704* NAD 83(1986)-  31 40 52.     (N)    093 16 32.     (W)     SCALED    
 BX1704* NAVD 88     -        77.67   (+/-2cm)     254.8    (feet)  VERTCON   
 BX1704  ___________________________________________________________________
 BX1704  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1704
 BX1704  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1704
 BX1704.The horizontal coordinates were scaled from a topographic map and have
 BX1704.an estimated accuracy of +/- 6 seconds.
 BX1704
 BX1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1704.The vertical order pertains to the NGVD 29 superseded value.
 BX1704
 BX1704.The geoid height was determined by GEOID03.
 BX1704
 BX1704;                    North         East    Units  Estimated Accuracy
 BX1704;SPC LA N     -   131,220.      926,470.      MT  (+/- 180 meters Scaled)
 BX1704
 BX1704                          SUPERSEDED SURVEY CONTROL
 BX1704
 BX1704  NGVD 29 (??/??/??)   77.727  (m)          255.01   (f) ADJUSTED    1 2
 BX1704
 BX1704.Superseded values are not recommended for survey control.
 BX1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1704.See file dsdata.txt to determine how the superseded data were derived.
 BX1704
 BX1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR738051(NAD 83)
 BX1704_MARKER: DD = SURVEY DISK
 BX1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1704_STAMPING: 3311
 BX1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1704+STABILITY: SURFACE MOTION
 BX1704
 BX1704  HISTORY     - Date     Condition        Report By
 BX1704  HISTORY     - UNK      MONUMENTED       LAGS
 BX1704  HISTORY     - 1936     GOOD             CGS
 BX1704  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX1704
 BX1704                          STATION DESCRIPTION
 BX1704
 BX1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1704'1.8 MI E FROM ROBELINE.
 BX1704'ON THE TPRR TRACKS, 1.85 MILES EAST OF THE TPRR STATION IN ROBELINE.
 BX1704'300 FT. EAST OF MILE POST 251, AND 77 FEET NORTH OF THE CENTER OF THE
 BX1704'TPRR TRACKS.  ON AN EXTENDED TANGENT OF THE SOUTH RAIL FROM THE NORTH.
 BX1704'A STANDARD 3 INCH BRONZE DISK MARKED STATE CONTROL SURVEYS, WPA SET
 BX1704'IN A CONCRETE BLOCK OR POST STAMPED 3311.
 BX1704
 BX1704                          STATION RECOVERY (2001)
 BX1704
 BX1704'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1701 ***********************************************************************
 BX1701  DESIGNATION -  3312 LAGS
 BX1701  PID         -  BX1701
 BX1701  STATE/COUNTY-  LA/NATCHITOCHES
 BX1701  USGS QUAD   -  ROBELINE (1988)
 BX1701
 BX1701                         *CURRENT SURVEY CONTROL
 BX1701  ___________________________________________________________________
 BX1701* NAD 83(1986)-  31 40 25.     (N)    093 15 52.     (W)     SCALED    
 BX1701* NAVD 88     -        84.96   (+/-2cm)     278.7    (feet)  VERTCON   
 BX1701  ___________________________________________________________________
 BX1701  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1701
 BX1701  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1701
 BX1701.The horizontal coordinates were scaled from a topographic map and have
 BX1701.an estimated accuracy of +/- 6 seconds.
 BX1701
 BX1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1701.The vertical order pertains to the NGVD 29 superseded value.
 BX1701
 BX1701.The geoid height was determined by GEOID03.
 BX1701
 BX1701;                    North         East    Units  Estimated Accuracy
 BX1701;SPC LA N     -   130,380.      927,520.      MT  (+/- 180 meters Scaled)
 BX1701
 BX1701                          SUPERSEDED SURVEY CONTROL
 BX1701
 BX1701  NGVD 29 (??/??/??)   85.014  (m)          278.92   (f) ADJUSTED    1 2
 BX1701
 BX1701.Superseded values are not recommended for survey control.
 BX1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1701.See file dsdata.txt to determine how the superseded data were derived.
 BX1701
 BX1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR749042(NAD 83)
 BX1701_MARKER: DD = SURVEY DISK
 BX1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1701_STAMPING: 3312
 BX1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1701+STABILITY: SURFACE MOTION
 BX1701
 BX1701  HISTORY     - Date     Condition        Report By
 BX1701  HISTORY     - UNK      MONUMENTED       LAGS
 BX1701  HISTORY     - 1938     GOOD             CGS
 BX1701  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX1701
 BX1701                          STATION DESCRIPTION
 BX1701
 BX1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1701'2.75 MI SE FROM ROBELINE.
 BX1701'ABOUT 2-3/4 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 BX1701'THE STATION AT ROBELINE, NATCHITOCHES PARISH, 35 FEET WEST OF THE
 BX1701'NINTH POLE WEST OF MILEPOST 250, ON A HIGH DUMP, AND 75 FEET SOUTH OF
 BX1701'THE CENTER LINE OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK,
 BX1701'STAMPED 3312 AND SET IN THE TOP OF A CONCRETE POST.
 BX1701
 BX1701                          STATION RECOVERY (2001)
 BX1701
 BX1701'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1876 ***********************************************************************
 BX1876  DESIGNATION -  3325 LAGS RESET 1965
 BX1876  PID         -  BX1876
 BX1876  STATE/COUNTY-  LA/SABINE
 BX1876  USGS QUAD   -  ROBELINE (1988)
 BX1876
 BX1876                         *CURRENT SURVEY CONTROL
 BX1876  ___________________________________________________________________
 BX1876* NAD 83(1986)-  31 39 36.     (N)    093 20 31.     (W)     SCALED    
 BX1876* NAVD 88     -        54.83   (+/-2cm)     179.9    (feet)  VERTCON   
 BX1876  ___________________________________________________________________
 BX1876  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BX1876
 BX1876  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1876
 BX1876.The horizontal coordinates were scaled from a topographic map and have
 BX1876.an estimated accuracy of +/- 6 seconds.
 BX1876
 BX1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1876.The vertical order pertains to the NGVD 29 superseded value.
 BX1876
 BX1876.The geoid height was determined by GEOID03.
 BX1876
 BX1876;                    North         East    Units  Estimated Accuracy
 BX1876;SPC LA N     -   128,930.      920,160.      MT  (+/- 180 meters Scaled)
 BX1876
 BX1876                          SUPERSEDED SURVEY CONTROL
 BX1876
 BX1876  NGVD 29 (??/??/??)   54.892  (m)          180.09   (f) ADJUSTED    2 1
 BX1876
 BX1876.Superseded values are not recommended for survey control.
 BX1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1876.See file dsdata.txt to determine how the superseded data were derived.
 BX1876
 BX1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR675028(NAD 83)
 BX1876_MARKER: DD = SURVEY DISK
 BX1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1876_STAMPING: 3325 RESET 1965
 BX1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1876+STABILITY: SURFACE MOTION
 BX1876
 BX1876  HISTORY     - Date     Condition        Report By
 BX1876  HISTORY     - 1965     MONUMENTED       LAGS
 BX1876  HISTORY     - 1970     GOOD             LADTD
 BX1876  HISTORY     - 20010331 GOOD             NGS
 BX1876  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1876
 BX1876                          STATION DESCRIPTION
 BX1876
 BX1876'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1876'3.40 MI SW FROM ROBELINE.
 BX1876'ABOUT 3.40 MILES SOUTHWEST OF ROBELINE POST OFFICE.  0.35 MILES
 BX1876'SOUTHWEST OF SABINE AND NATCHITOCHES PARISH LINE.  0.90 MILES
 BX1876'NORTHEAST OF B.M. 43V8.  2 FEET SOUTH SOUTHEAST OF A COMBINATION MESH
 BX1876'AND BARBED WIRE FENCE.  93 FEET NORTHEAST OF THE CENTER OF A METAL
 BX1876'GATE.  79 FEET NORTH NORTHEAST OF A 24 INCH CONCRETE SIDE DRAIN PIPE
 BX1876'(EAST END).  68 FEET NORTH NORTHWEST OF THE CENTERLINE OF LOUISIANA
 BX1876'HIGHWAY 6.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH SOUTHEAST OF THE
 BX1876'MARK.  SECTION 24, T 8N, R 10W.
 BX1876
 BX1876                          STATION RECOVERY (2001)
 BX1876
 BX1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1876'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1876
 BX1876                          STATION RECOVERY (2001)
 BX1876
 BX1876'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0682 ***********************************************************************
 CP0682  DESIGNATION -  3350 A CAP
 CP0682  PID         -  CP0682
 CP0682  STATE/COUNTY-  LA/MADISON
 CP0682  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0682
 CP0682                         *CURRENT SURVEY CONTROL
 CP0682  ___________________________________________________________________
 CP0682* NAD 83(1986)-  32 19 41.     (N)    090 56 34.     (W)     SCALED    
 CP0682* NAVD 88     -        27.18   (+/-2cm)      89.2    (feet)  VERTCON   
 CP0682  ___________________________________________________________________
 CP0682  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0682
 CP0682  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0682
 CP0682.The horizontal coordinates were scaled from a topographic map and have
 CP0682.an estimated accuracy of +/- 6 seconds.
 CP0682
 CP0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0682.The vertical order pertains to the NGVD 29 superseded value.
 CP0682
 CP0682.The geoid height was determined by GEOID03.
 CP0682
 CP0682;                    North         East    Units  Estimated Accuracy
 CP0682;SPC LA N     -   203,740.    1,146,610.      MT  (+/- 180 meters Scaled)
 CP0682
 CP0682                          SUPERSEDED SURVEY CONTROL
 CP0682
 CP0682  NGVD 29 (??/??/92)   27.20   (m)           89.2    (f) COMPUTED    1 2
 CP0682
 CP0682.Superseded values are not recommended for survey control.
 CP0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0682.See file dsdata.txt to determine how the superseded data were derived.
 CP0682
 CP0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR936786(NAD 83)
 CP0682_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0682_STAMPING: 3350
 CP0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0682
 CP0682  HISTORY     - Date     Condition        Report By
 CP0682  HISTORY     - UNK      MONUMENTED       DOD
 CP0682  HISTORY     - 1968     MARK NOT FOUND   NGS
 CP0682
 CP0682                          STATION DESCRIPTION
 CP0682
 CP0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0682'1.5 MI NW FROM DELTA POINT.
 CP0682'1 1/2 MILES NORTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0682'776 FEET SOUTHEAST OF LEVEE STATION 3350, 85 FEET NORTH OF THE
 CP0682'SOUTHWEST CORNER OF A CABIN (NEGRO), 20 FEET SOUTH OF A DIRT ROAD, AND
 CP0682'2 FEET SOUTH OF A FENCE.  AND IRON PIPE PROJECTING ABOUT 15 INCHES
 CP0682'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CP0682'CAP, STAMPED 3350.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1867 ***********************************************************************
 BX1867  DESIGNATION -  3370 LAGS
 BX1867  PID         -  BX1867
 BX1867  STATE/COUNTY-  LA/SABINE
 BX1867  USGS QUAD   -  MANY (1994)
 BX1867
 BX1867                         *CURRENT SURVEY CONTROL
 BX1867  ___________________________________________________________________
 BX1867* NAD 83(1986)-  31 35 03.     (N)    093 27 30.     (W)     SCALED    
 BX1867* NAVD 88     -        93.69   (+/-2cm)     307.4    (feet)  VERTCON   
 BX1867  ___________________________________________________________________
 BX1867  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX1867
 BX1867  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1867
 BX1867.The horizontal coordinates were scaled from a topographic map and have
 BX1867.an estimated accuracy of +/- 6 seconds.
 BX1867
 BX1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1867.The vertical order pertains to the NGVD 29 superseded value.
 BX1867
 BX1867.The geoid height was determined by GEOID03.
 BX1867
 BX1867;                    North         East    Units  Estimated Accuracy
 BX1867;SPC LA N     -   120,610.      909,050.      MT  (+/- 180 meters Scaled)
 BX1867
 BX1867                          SUPERSEDED SURVEY CONTROL
 BX1867
 BX1867  NGVD 29 (??/??/??)   93.773  (m)          307.65   (f) ADJUSTED    2 1
 BX1867
 BX1867.Superseded values are not recommended for survey control.
 BX1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1867.See file dsdata.txt to determine how the superseded data were derived.
 BX1867
 BX1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ565944(NAD 83)
 BX1867_MARKER: DD = SURVEY DISK
 BX1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1867_STAMPING: 3370
 BX1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1867+STABILITY: SURFACE MOTION
 BX1867
 BX1867  HISTORY     - Date     Condition        Report By
 BX1867  HISTORY     - UNK      MONUMENTED       LAGS
 BX1867  HISTORY     - 1970     GOOD             LADTD
 BX1867  HISTORY     - 20010331 GOOD             NGS
 BX1867  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1867
 BX1867                          STATION DESCRIPTION
 BX1867
 BX1867'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1867'2.25 MI NE FROM MANY.
 BX1867'ABOUT 2.25 MILES NORTHEAST OF POST OFFICE AT MANY.  0.90 MILES
 BX1867'NORTHEAST OF B.M. 3372.  79 FEET NORTHWEST OF CENTERLINE OF LOUISIANA
 BX1867'HIGHWAY 6.  136 FEET EAST OF NORTHEAST CORNER OF BRICK HOUSE BELONGING
 BX1867'TO MR. WORSHAM.  40 FEET SOUTHWEST OF END OF NEW BARBED WIRE FENCE.
 BX1867'100 FEET SOUTHWEST OF POWER POLE ON NORTH SIDE OF LOUISIANA HIGHWAY 6.
 BX1867'1.5 FEET NORTHWEST OF METAL WITNESS POST.  A BRASS CAP SET IN
 BX1867'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 14, T 7N, R 11W.
 BX1867
 BX1867                          STATION RECOVERY (2001)
 BX1867
 BX1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1867'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1867
 BX1867                          STATION RECOVERY (2001)
 BX1867
 BX1867'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1866 ***********************************************************************
 BX1866  DESIGNATION -  3372 LAGS
 BX1866  PID         -  BX1866
 BX1866  STATE/COUNTY-  LA/SABINE
 BX1866  USGS QUAD   -  MANY (1994)
 BX1866
 BX1866                         *CURRENT SURVEY CONTROL
 BX1866  ___________________________________________________________________
 BX1866* NAD 83(1986)-  31 34 31.     (N)    093 28 07.     (W)     SCALED    
 BX1866* NAVD 88     -        97.78   (+/-2cm)     320.8    (feet)  VERTCON   
 BX1866  ___________________________________________________________________
 BX1866  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BX1866
 BX1866  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1866
 BX1866.The horizontal coordinates were scaled from a topographic map and have
 BX1866.an estimated accuracy of +/- 6 seconds.
 BX1866
 BX1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1866.The vertical order pertains to the NGVD 29 superseded value.
 BX1866
 BX1866.The geoid height was determined by GEOID03.
 BX1866
 BX1866;                    North         East    Units  Estimated Accuracy
 BX1866;SPC LA N     -   119,630.      908,060.      MT  (+/- 180 meters Scaled)
 BX1866
 BX1866                          SUPERSEDED SURVEY CONTROL
 BX1866
 BX1866  NGVD 29 (??/??/??)   97.865  (m)          321.08   (f) ADJUSTED    2 1
 BX1866
 BX1866.Superseded values are not recommended for survey control.
 BX1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1866.See file dsdata.txt to determine how the superseded data were derived.
 BX1866
 BX1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ555934(NAD 83)
 BX1866_MARKER: DD = SURVEY DISK
 BX1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1866_STAMPING: 3372
 BX1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1866+STABILITY: SURFACE MOTION
 BX1866
 BX1866  HISTORY     - Date     Condition        Report By
 BX1866  HISTORY     - UNK      MONUMENTED       LAGS
 BX1866  HISTORY     - 1970     GOOD             LADTD
 BX1866  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1866  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1866
 BX1866                          STATION DESCRIPTION
 BX1866
 BX1866'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1866'1.35 MI NE FROM MANY.
 BX1866'ABOUT 1.35 MILES NORTHEAST OF THE POST OFFICE AT MANY.  0.95 MILES
 BX1866'NORTHEAST OF B.M. L 27.  59 FEET NORTHWEST OF CENTERLINE OF LOUISIANA
 BX1866'HIGHWAY 6.  78 FEET NORTHEAST OF A COMBINATION POWER AND TELEPHONE
 BX1866'POLE WITH TRANSFORMER.  5 FEET EAST OF A POWER POLE WITH 3
 BX1866'TRANSFORMERS.  45 FEET SOUTHEAST OF A POST OAK TREE WITH WHITE BLAZE.
 BX1866'55 FEET SOUTHWEST OF LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT OF WAY
 BX1866'MARKER.  79 FEET SOUTHWEST OF A POWER POLE.  1.5 FEET NORTHWEST OF A
 BX1866'METAL WITNESS POST.  SET IN CONCRETE POST WITH BRASS CAP FLUSH WITH
 BX1866'GROUND.  SECTION 23, T 7N, R 11W.
 BX1866
 BX1866                          STATION RECOVERY (2001)
 BX1866
 BX1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1866'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1866
 BX1866                          STATION RECOVERY (2001)
 BX1866
 BX1866'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1716 ***********************************************************************
 BX1716  DESIGNATION -  3391 LAGS
 BX1716  PID         -  BX1716
 BX1716  STATE/COUNTY-  LA/NATCHITOCHES
 BX1716  USGS QUAD   -  MARTHAVILLE (1988)
 BX1716
 BX1716                         *CURRENT SURVEY CONTROL
 BX1716  ___________________________________________________________________
 BX1716* NAD 83(1986)-  31 44 17.     (N)    093 24 52.     (W)     SCALED    
 BX1716* NAVD 88     -        89.19   (+/-2cm)     292.6    (feet)  VERTCON   
 BX1716  ___________________________________________________________________
 BX1716  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1716
 BX1716  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1716
 BX1716.The horizontal coordinates were scaled from a topographic map and have
 BX1716.an estimated accuracy of +/- 6 seconds.
 BX1716
 BX1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1716.The vertical order pertains to the NGVD 29 superseded value.
 BX1716
 BX1716.The geoid height was determined by GEOID03.
 BX1716
 BX1716;                    North         East    Units  Estimated Accuracy
 BX1716;SPC LA N     -   137,640.      913,360.      MT  (+/- 180 meters Scaled)
 BX1716
 BX1716                          SUPERSEDED SURVEY CONTROL
 BX1716
 BX1716  NGVD 29 (??/??/??)   89.254  (m)          292.83   (f) ADJUSTED    1 2
 BX1716
 BX1716.Superseded values are not recommended for survey control.
 BX1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1716.See file dsdata.txt to determine how the superseded data were derived.
 BX1716
 BX1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR607114(NAD 83)
 BX1716_MARKER: DD = SURVEY DISK
 BX1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1716_STAMPING: 3391
 BX1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1716+STABILITY: SURFACE MOTION
 BX1716
 BX1716  HISTORY     - Date     Condition        Report By
 BX1716  HISTORY     - UNK      MONUMENTED       LAGS
 BX1716  HISTORY     - 1936     GOOD             CGS
 BX1716
 BX1716                          STATION DESCRIPTION
 BX1716
 BX1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1716'1.1 MI W FROM MARTHAVILLE.
 BX1716'ABOUT 1.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1716'STATION AT MARTHAVILLE, NATCHITOCHES PARISH, ABOUT 12-1/4 POLES WEST
 BX1716'OF MILEPOST 260, 443 FEET EAST OF THE CROSSING OF STATE HIGHWAY 1, IN
 BX1716'THE EMMET BALLARD PASTURE, 181 FEET SOUTHEAST OF THE NORTHEAST CORNER
 BX1716'OF THE BALLARD HOUSE, 88 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 BX1716'TRACK, AND 13 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STATE
 BX1716'SURVEY STANDARD DISK, STAMPED 3391 AND SET IN THE TOP OF A CONCRETE
 BX1716'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3917 ***********************************************************************
 BJ3917  DESIGNATION -  34 87
 BJ3917  PID         -  BJ3917
 BJ3917  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3917  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3917
 BJ3917                         *CURRENT SURVEY CONTROL
 BJ3917  ___________________________________________________________________
 BJ3917* NAD 83(1986)-  30 31 58.     (N)    091 12 14.     (W)     SCALED    
 BJ3917* NAVD 88     -        16.458  (meters)      54.00   (feet)  ADJUSTED  
 BJ3917  ___________________________________________________________________
 BJ3917  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3917  DYNAMIC HT  -          16.437 (meters)      53.93  (feet)  COMP
 BJ3917  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ3917
 BJ3917  VERT ORDER  -  SECOND    CLASS II
 BJ3917
 BJ3917.The horizontal coordinates were scaled from a topographic map and have
 BJ3917.an estimated accuracy of +/- 6 seconds.
 BJ3917
 BJ3917.The orthometric height was determined by differential leveling
 BJ3917.and adjusted by the National Geodetic Survey in February 1994..
 BJ3917
 BJ3917.The geoid height was determined by GEOID03.
 BJ3917
 BJ3917.The dynamic height is computed by dividing the NAVD 88
 BJ3917.geopotential number by the normal gravity value computed on the
 BJ3917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3917.degrees latitude (g = 980.6199 gals.).
 BJ3917
 BJ3917.The modeled gravity was interpolated from observed gravity values.
 BJ3917
 BJ3917;                    North         East    Units  Estimated Accuracy
 BJ3917;SPC LA S     -   225,330.    1,012,420.      MT  (+/- 180 meters Scaled)
 BJ3917
 BJ3917                          SUPERSEDED SURVEY CONTROL
 BJ3917
 BJ3917.No superseded survey control is available for this station.
 BJ3917
 BJ3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP723791(NAD 83)
 BJ3917_MARKER: DB = BENCH MARK DISK
 BJ3917_SETTING: 0 = UNSPECIFIED SETTING
 BJ3917_STAMPING: 34-87 1987
 BJ3917_MARK LOGO: LA-033
 BJ3917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3917
 BJ3917  HISTORY     - Date     Condition        Report By
 BJ3917  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3917
 BJ3917                          STATION DESCRIPTION
 BJ3917
 BJ3917'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3917'IN SCOTLANDVILLE.
 BJ3917'LOCATED IN THE NORTH BATON ROUGE TREATMENT PLANT AT THE WEST EDGE OF
 BJ3917'SCOTLANDVILLE AT MILLS ROAD AND AVENUE M. THE DISK IS CEMENTED IN A
 BJ3917'DRILL HOLE IN A CONCRETE SLAB SUPPORTING A MOTOR AND PROJECTS ABOUT
 BJ3917'1.8 METERS (6 FEET) ABOVE THE GROUND, IN THE SOUTH CENTRAL PART OF
 BJ3917'THE PLANT NEAR A LARGE ROUND HOLDING TANK.  DISK IS FLUSH WITH TOP OF
 BJ3917'THE CONCRETE SLAB AND NEAR THE SOUTHWEST CORNER OF THE SLAB WITH
 BJ3917'STEPS AND GUARD RAIL.
 BJ3917'THE MARK IS 1.8 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2780 ***********************************************************************
 BJ2780  DESIGNATION -  34 A
 BJ2780  PID         -  BJ2780
 BJ2780  STATE/COUNTY-  LA/ST LANDRY
 BJ2780  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2780
 BJ2780                         *CURRENT SURVEY CONTROL
 BJ2780  ___________________________________________________________________
 BJ2780* NAD 83(1986)-  30 30 50.     (N)    091 45 13.     (W)     SCALED    
 BJ2780* NAVD 88     -         8.14   (+/-2cm)      26.7    (feet)  VERTCON   
 BJ2780  ___________________________________________________________________
 BJ2780  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2780
 BJ2780  VERT ORDER  -  ? (See Below)
 BJ2780
 BJ2780.The horizontal coordinates were scaled from a topographic map and have
 BJ2780.an estimated accuracy of +/- 6 seconds.
 BJ2780
 BJ2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2780.The vertical order pertains to the NGVD 29 superseded value.
 BJ2780
 BJ2780.The geoid height was determined by GEOID03.
 BJ2780
 BJ2780;                    North         East    Units  Estimated Accuracy
 BJ2780;SPC LA S     -   223,310.      959,660.      MT  (+/- 180 meters Scaled)
 BJ2780
 BJ2780                          SUPERSEDED SURVEY CONTROL
 BJ2780
 BJ2780  NGVD 29 (??/??/??)    8.154  (m)           26.75   (f) ADJUSTED    ?  
 BJ2780
 BJ2780.Superseded values are not recommended for survey control.
 BJ2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2780.See file dsdata.txt to determine how the superseded data were derived.
 BJ2780
 BJ2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP195763(NAD 83)
 BJ2780_MARKER: S = SPIKE
 BJ2780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2780_SP_SET: TREE
 BJ2780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2780
 BJ2780  HISTORY     - Date     Condition        Report By
 BJ2780  HISTORY     - UNK      MONUMENTED       DOD
 BJ2780  HISTORY     - 1936     GOOD             DOD
 BJ2780
 BJ2780                          STATION DESCRIPTION
 BJ2780
 BJ2780'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2780'1.9 MI S FROM KROTZ SPRINGS.
 BJ2780'1.9 MILES BELOW RAILROAD STATION AT KROTZ SPRINGS B.M. IS 5/8 IN. G.I.
 BJ2780'SPIKE 1.4 FT. ABOVE GROUND IN DIAMOND BLAZE ON WEST SIDE OF 12 IN. OAK
 BJ2780'TREE. 113 FEET LANDSIDE OF STATION 2518+37 OF WEST ATCHAFALAYA LEVEE
 BJ2780'MARKER SURVEY.  1.9 MILES BELOW M.P.R.R. AT KROTZ SPRINGS, ST. LANDRY
 BJ2780'PARISH, LA.  53 FEET WEST OF CENTERLINE OF DIRT ROAD ALONG LEVEE,
 BJ2780'1,080 FEET SOUTH OF LEVEE MILE POST 50.  75 FEET S.E. OF CORNER OF
 BJ2780'CLEARING AND FENCE CORNER, 12 FEET NORTH OF WOODS ROAD, 2 FEET WEST OF
 BJ2780'ROAD BORROW PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1180 ***********************************************************************
 BJ1180  DESIGNATION -  34 CAP
 BJ1180  PID         -  BJ1180
 BJ1180  STATE/COUNTY-  LA/IBERVILLE
 BJ1180  USGS QUAD   -  BAYOU SORREL (1992)
 BJ1180
 BJ1180                         *CURRENT SURVEY CONTROL
 BJ1180  ___________________________________________________________________
 BJ1180* NAD 83(1986)-  30 13 11.     (N)    091 19 00.     (W)     SCALED    
 BJ1180* NAVD 88     -         2.94   (+/-2cm)       9.6    (feet)  VERTCON   
 BJ1180  ___________________________________________________________________
 BJ1180  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1180
 BJ1180  VERT ORDER  -  ? (See Below)
 BJ1180
 BJ1180.The horizontal coordinates were scaled from a topographic map and have
 BJ1180.an estimated accuracy of +/- 6 seconds.
 BJ1180
 BJ1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1180.The vertical order pertains to the NGVD 29 superseded value.
 BJ1180
 BJ1180.The geoid height was determined by GEOID03.
 BJ1180
 BJ1180;                    North         East    Units  Estimated Accuracy
 BJ1180;SPC LA S     -   190,620.    1,001,600.      MT  (+/- 180 meters Scaled)
 BJ1180
 BJ1180                          SUPERSEDED SURVEY CONTROL
 BJ1180
 BJ1180  NGVD 29 (??/??/??)    2.961  (m)            9.71   (f) ADJUSTED    ?  
 BJ1180
 BJ1180.Superseded values are not recommended for survey control.
 BJ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1180.See file dsdata.txt to determine how the superseded data were derived.
 BJ1180
 BJ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP620443(NAD 83)
 BJ1180_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1180
 BJ1180  HISTORY     - Date     Condition        Report By
 BJ1180  HISTORY     - UNK      MONUMENTED       DOD
 BJ1180  HISTORY     - 1965     GOOD             CGS
 BJ1180  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1180
 BJ1180                          STATION DESCRIPTION
 BJ1180
 BJ1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1180'IN MILLERS LANDING.
 BJ1180'IN IBERVILLE PARISH, ON THE LEFT BANK OF GRAND RIVER, AT THE JUNCTION
 BJ1180'OF PLAQUEMINE BAUOU AND THE RIVER, AT MILLERS LANDING, IN T. 10 S., R.
 BJ1180'11 E., ON THE JACK MILLER PROPERTY, IN A FIELD, ABOUT 720 FEET BELOW
 BJ1180'LEIBKES MILL, 89 FEET LANDWARD FROM THE RIVER BANK, BACK OF THE ROAD
 BJ1180'PARALLELING A SMALL LEVEE, 10 FEET SOUTH OF A POINT 10 FEET WEST OF
 BJ1180'THE LOWER RIVER CORNER OF THE JACK MILLER STORE, AND 1.6 FEET INSIDE
 BJ1180'OF A FENCE, AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ1180'STANDARD CAP.
 BJ1180
 BJ1180                          STATION RECOVERY (1976)
 BJ1180
 BJ1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1180'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 BJ1180'THIS MARK NOT RECOVERED IN 1964.  DESCRIPTION INADEQUATE FOR PLOTTING
 BJ1180'PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3101 ***********************************************************************
 CP3101  DESIGNATION -  34 H 001
 CP3101  PID         -  CP3101
 CP3101  STATE/COUNTY-  LA/MOREHOUSE
 CP3101  USGS QUAD   -  GOODWILL (1988)
 CP3101
 CP3101                         *CURRENT SURVEY CONTROL
 CP3101  ___________________________________________________________________
 CP3101* NAD 83(1992)-  32 46 18.72081(N)    091 36 16.10630(W)     ADJUSTED  
 CP3101* NAVD 88     -        28.884  (meters)      94.76   (feet)  ADJUSTED  
 CP3101  ___________________________________________________________________
 CP3101  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CP3101  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3101  DYNAMIC HT  -          28.853 (meters)      94.66  (feet)  COMP
 CP3101  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CP3101
 CP3101  HORZ ORDER  -  SECOND
 CP3101  VERT ORDER  -  SECOND    CLASS I
 CP3101
 CP3101.The horizontal coordinates were established by classical geodetic methods
 CP3101.and adjusted by the National Geodetic Survey in January 1993..
 CP3101
 CP3101.The orthometric height was determined by differential leveling
 CP3101.and adjusted by the National Geodetic Survey in July 1998..
 CP3101
 CP3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3101
 CP3101.The geoid height was determined by GEOID03.
 CP3101
 CP3101.The dynamic height is computed by dividing the NAVD 88
 CP3101.geopotential number by the normal gravity value computed on the
 CP3101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3101.degrees latitude (g = 980.6199 gals.).
 CP3101
 CP3101.The modeled gravity was interpolated from observed gravity values.
 CP3101
 CP3101;                    North         East     Units Scale Factor Converg.
 CP3101;SPC LA N     -   252,250.397 1,083,905.699   MT  1.00002568   +0 28 24.5
 CP3101;SPC LA N     -   827,591.51  3,556,113.95   sFT  1.00002568   +0 28 24.5
 CP3101;UTM  15      - 3,626,858.258   630,704.081   MT  0.99981065   +0 45 19.8
 CP3101
 CP3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3101!SPC LA N     -   0.99999954  x   1.00002568  =   1.00002522
 CP3101!UTM  15      -   0.99999954  x   0.99981065  =   0.99981019
 CP3101
 CP3101:                Primary Azimuth Mark                     Grid Az
 CP3101:SPC LA N     -  LITTLE AZ MK                             267 49 09.6
 CP3101:UTM  15      -  LITTLE AZ MK                             267 32 14.3
 CP3101
 CP3101|---------------------------------------------------------------------|
 CP3101| PID    Reference Object                     Distance      Geod. Az  |
 CP3101|                                                           dddmmss.s |
 CP3101| CP3102 LITTLE AZ MK                        APPROX. 1.3 KM 2681734.1 |
 CP3101|---------------------------------------------------------------------|
 CP3101
 CP3101                          SUPERSEDED SURVEY CONTROL
 CP3101
 CP3101  NAD 83(1986)-  32 46 18.73265(N)    091 36 16.09935(W) AD(       ) 2
 CP3101  NAD 27      -  32 46 18.25141(N)    091 36 15.66259(W) AD(       ) 2
 CP3101  NGVD 29 (07/19/86)   29.0    (m)           95.     (f) VERT ANG       
 CP3101
 CP3101.Superseded values are not recommended for survey control.
 CP3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3101.See file dsdata.txt to determine how the superseded data were derived.
 CP3101
 CP3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3070426858(NAD 83)
 CP3101_MARKER: DE = TRAVERSE STATION DISK
 CP3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3101_SP_SET: CONCRETE POST
 CP3101_STAMPING: 34H001 1976
 CP3101_MARK LOGO: LADTD 
 CP3101_PROJECTION: FLUSH
 CP3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3101+STABILITY: SURFACE MOTION
 CP3101
 CP3101  HISTORY     - Date     Condition        Report By
 CP3101  HISTORY     - 1976     MONUMENTED       LADTD
 CP3101  HISTORY     - 1986     GOOD             LADTD
 CP3101
 CP3101                          STATION DESCRIPTION
 CP3101
 CP3101'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP3101'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF OAK GROVE AND
 CP3101'14 MILES NORTHEAST OF MER ROUGE.  THE MARK IS SET ON PROPERTY OWNED
 CP3101'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3101'
 CP3101'TO REACH THE STATION FROM THE SMALL COMMUNITY OF GOODWILL AT THE
 CP3101'JUNCTION OF STATE HIGHWAY 2 AND 585, DRIVE SOUTHWEST ALONG STATE
 CP3101'HIGHWAY 2 FOR 2.2 MILES TO A BRIDGE OVER THE BOEUF RIVER, CONTINUE
 CP3101'WEST ALONG STATE HIGHWAY 2 FOR 0.6 MILES TO THE STATION SET ON THE
 CP3101'RIGHT AND NORTH OF THE HIGHWAY NEAR A HIGHWAY CONCRETE
 CP3101'RIGHT-OF-WAY MARKER AND A LARGE OAK TREE.
 CP3101'
 CP3101'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3101'AND U.S.C. AND G.S. DISK SET IN TOP OF A 12-INCH CYLINDRICAL
 CP3101'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 CP3101'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CP3101'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE SURFACE.  THEY ARE
 CP3101'STAMPED 34H001 1976.  THE MARK IS 125 FEET NORTHEAST OF A POWER
 CP3101'POLE, 68 FEET SOUTHWEST OF A 24 INCH OAK TREE, 62 FEET
 CP3101'NORTHWEST OF THE CENTER OF STATE HIGHWAY 2, 3 FEET SOUTHEAST OF A
 CP3101'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER AND 3 FEET SOUTHEAST OF A
 CP3101'METAL WITNESS POST AND SIGN.
 CP3101'
 CP3101'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP3101
 CP3101                          STATION RECOVERY (1986)
 CP3101
 CP3101'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3101'ABOUT 30.2 KM (18.8 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3101'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY AND 27.1 KM
 CP3101'(16.9 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN OAK GROVE TO
 CP3101'THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 38.1 METERS
 CP3101'(125 FEET) NORTHEAST OF A POWER POLE, 20.7 METERS (68 FEET) SOUTHWEST
 CP3101'OF A 24-INCH OAK TREE, 18.9 METERS (62 FEET) NORTHWEST OF THE CENTER
 CP3101'OF THE HIGHWAY AND 0.9 METER (3 FEET) SOUTHEAST OF A CONCRETE
 CP3101'HIGHWAY RIGHT-OF-WAY MARKER.
 CP3101'THE MARK IS 0.91 METERS  SE FROM A WITNESS POST.
 CP3101'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3230 ***********************************************************************
 CP3230  DESIGNATION -  34 V 1
 CP3230  PID         -  CP3230
 CP3230  STATE/COUNTY-  LA/MOREHOUSE
 CP3230  USGS QUAD   -  FISKE (1988)
 CP3230
 CP3230                         *CURRENT SURVEY CONTROL
 CP3230  ___________________________________________________________________
 CP3230* NAD 83(1986)-  32 58 28.     (N)    091 26 28.     (W)     SCALED    
 CP3230* NAVD 88     -        31.169  (meters)     102.26   (feet)  ADJUSTED  
 CP3230  ___________________________________________________________________
 CP3230  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP3230  DYNAMIC HT  -          31.135 (meters)     102.15  (feet)  COMP
 CP3230  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 CP3230
 CP3230  VERT ORDER  -  SECOND    CLASS II
 CP3230
 CP3230.The horizontal coordinates were scaled from a topographic map and have
 CP3230.an estimated accuracy of +/- 6 seconds.
 CP3230
 CP3230.The orthometric height was determined by differential leveling
 CP3230.and adjusted by the National Geodetic Survey in June 1991..
 CP3230
 CP3230.The geoid height was determined by GEOID03.
 CP3230
 CP3230.The dynamic height is computed by dividing the NAVD 88
 CP3230.geopotential number by the normal gravity value computed on the
 CP3230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3230.degrees latitude (g = 980.6199 gals.).
 CP3230
 CP3230.The modeled gravity was interpolated from observed gravity values.
 CP3230
 CP3230;                    North         East    Units  Estimated Accuracy
 CP3230;SPC LA N     -   274,860.    1,098,990.      MT  (+/- 180 meters Scaled)
 CP3230
 CP3230                          SUPERSEDED SURVEY CONTROL
 CP3230
 CP3230.No superseded survey control is available for this station.
 CP3230
 CP3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS456495(NAD 83)
 CP3230_MARKER: DD = SURVEY DISK
 CP3230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3230_SP_SET: WINGWALL
 CP3230_STAMPING: 34 V 1 1986
 CP3230_MARK LOGO: LADTD 
 CP3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3230+STABILITY: SURFACE MOTION
 CP3230
 CP3230  HISTORY     - Date     Condition        Report By
 CP3230  HISTORY     - 1986     MONUMENTED       LADTD
 CP3230
 CP3230                          STATION DESCRIPTION
 CP3230
 CP3230'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3230'13.2 KM (8.2 MI) WEST FROM KILBOURNE.
 CP3230'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3230'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3230'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR
 CP3230'0.64 KM (0.4 MI) TO THE BENCH MARK SET ON THE NORTH SIDE OF STATE
 CP3230'HIGHWAY 835 SET IN THE NORTHWEST WINGWALL OF THE BRIDGE OVER THE BOUEF
 CP3230'RIVER, 4.6 METERS (15 FEET) NORTH OF THE CENTER OF STATE HIGHWAY 835
 CP3230'AND 0.91 METERS (3 FEET) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 CP3230'BRIDGE.
 CP3230'THE MARK IS 2.13 METERS  NE FROM A WITNESS POST.
 CP3230'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3242 ***********************************************************************
 CP3242  DESIGNATION -  34 V 10
 CP3242  PID         -  CP3242
 CP3242  STATE/COUNTY-  LA/MOREHOUSE
 CP3242  USGS QUAD   -  BONITA (1988)
 CP3242
 CP3242                         *CURRENT SURVEY CONTROL
 CP3242  ___________________________________________________________________
 CP3242* NAD 83(1986)-  32 58 22.     (N)    091 37 49.     (W)     SCALED    
 CP3242* NAVD 88     -        31.731  (meters)     104.10   (feet)  ADJUSTED  
 CP3242  ___________________________________________________________________
 CP3242  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3242  DYNAMIC HT  -          31.697 (meters)     103.99  (feet)  COMP
 CP3242  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 CP3242
 CP3242  VERT ORDER  -  SECOND    CLASS II
 CP3242
 CP3242.The horizontal coordinates were scaled from a topographic map and have
 CP3242.an estimated accuracy of +/- 6 seconds.
 CP3242
 CP3242.The orthometric height was determined by differential leveling
 CP3242.and adjusted by the National Geodetic Survey in June 1991..
 CP3242
 CP3242.The geoid height was determined by GEOID03.
 CP3242
 CP3242.The dynamic height is computed by dividing the NAVD 88
 CP3242.geopotential number by the normal gravity value computed on the
 CP3242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3242.degrees latitude (g = 980.6199 gals.).
 CP3242
 CP3242.The modeled gravity was interpolated from observed gravity values.
 CP3242
 CP3242;                    North         East    Units  Estimated Accuracy
 CP3242;SPC LA N     -   274,510.    1,081,310.      MT  (+/- 180 meters Scaled)
 CP3242
 CP3242                          SUPERSEDED SURVEY CONTROL
 CP3242
 CP3242.No superseded survey control is available for this station.
 CP3242
 CP3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS279491(NAD 83)
 CP3242_MARKER: DD = SURVEY DISK
 CP3242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3242_SP_SET: CONCRETE POST
 CP3242_STAMPING: 34 V 10 1986
 CP3242_MARK LOGO: LADTD 
 CP3242_PROJECTION: RECESSED 3 CENTIMETERS
 CP3242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3242+STABILITY: SURFACE MOTION
 CP3242
 CP3242  HISTORY     - Date     Condition        Report By
 CP3242  HISTORY     - 1986     MONUMENTED       LADTD
 CP3242
 CP3242                          STATION DESCRIPTION
 CP3242
 CP3242'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3242'31.5 KM (19.6 MI) WEST FROM KILBOURNE.
 CP3242'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3242'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3242'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR
 CP3242'18.9 KM (11.8 MI) TO THE MARK ON THE SOUTH SIDE OF THE HIGHWAY AND 1.6
 CP3242'KM (1 MI) EAST ON STATE HIGHWAY 835 FROM THE JUNCTION OF STATE
 CP3242'HIGHWAY 835 AND U S HIGHWAY 165 AT JONES TO THE MARK ON THE SOUTH SIDE
 CP3242'OF THE HIGHWAY, 11.3 METERS (37 FEET) SOUTH OF THE CENTER OF THE
 CP3242'HIGHWAY, 5.6 METERS (18.5 FEET) EAST OF POWER POLE NUMBER 14, 1.4
 CP3242'METERS (4.5 FEET) SOUTH OF A CHAIN LINK FENCE CORNER AND 0.31 METERS
 CP3242'(1 FOOT) EAST OF A CHAIN LINK FENCE.
 CP3242'THE MARK IS 1.07 METERS  S FROM A WITNESS POST.
 CP3242'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3243 ***********************************************************************
 CP3243  DESIGNATION -  34 V 11
 CP3243  PID         -  CP3243
 CP3243  STATE/COUNTY-  LA/MOREHOUSE
 CP3243  USGS QUAD   -  BONITA (1988)
 CP3243
 CP3243                         *CURRENT SURVEY CONTROL
 CP3243  ___________________________________________________________________
 CP3243* NAD 83(1986)-  32 58 52.     (N)    091 38 29.     (W)     SCALED    
 CP3243* NAVD 88     -        32.982  (meters)     108.21   (feet)  ADJUSTED  
 CP3243  ___________________________________________________________________
 CP3243  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3243  DYNAMIC HT  -          32.946 (meters)     108.09  (feet)  COMP
 CP3243  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 CP3243
 CP3243  VERT ORDER  -  SECOND    CLASS I
 CP3243
 CP3243.The horizontal coordinates were scaled from a topographic map and have
 CP3243.an estimated accuracy of +/- 6 seconds.
 CP3243
 CP3243.The orthometric height was determined by differential leveling
 CP3243.and adjusted by the National Geodetic Survey in June 1991..
 CP3243
 CP3243.The geoid height was determined by GEOID03.
 CP3243
 CP3243.The dynamic height is computed by dividing the NAVD 88
 CP3243.geopotential number by the normal gravity value computed on the
 CP3243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3243.degrees latitude (g = 980.6199 gals.).
 CP3243
 CP3243.The modeled gravity was interpolated from observed gravity values.
 CP3243
 CP3243;                    North         East    Units  Estimated Accuracy
 CP3243;SPC LA N     -   275,430.    1,080,260.      MT  (+/- 180 meters Scaled)
 CP3243
 CP3243                          SUPERSEDED SURVEY CONTROL
 CP3243
 CP3243.No superseded survey control is available for this station.
 CP3243
 CP3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS269500(NAD 83)
 CP3243_MARKER: DD = SURVEY DISK
 CP3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3243_SP_SET: CONCRETE POST
 CP3243_STAMPING: 34 V 11 1986
 CP3243_MARK LOGO: LADTD 
 CP3243_PROJECTION: FLUSH
 CP3243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3243+STABILITY: SURFACE MOTION
 CP3243
 CP3243  HISTORY     - Date     Condition        Report By
 CP3243  HISTORY     - 1986     MONUMENTED       LADTD
 CP3243
 CP3243                          STATION DESCRIPTION
 CP3243
 CP3243'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3243'1.6 KM (1 MI) NORTH FROM JONES.
 CP3243'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3243'STATE HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF
 CP3243'STATE HIGHWAYS 835 AND 834, THENCE NORTHWEST (RIGHT) ON STATE HIGHWAY
 CP3243'834 FOR 1.1 KM (0.7 MI) TO THE MARK ON THE NORTHEAST SIDE OF THE
 CP3243'HIGHWAY SET AT THE WEST END OF THE CEMETARY, 26.2 METERS (86 FEET)
 CP3243'NORTHWEST OF THE WEST END OF A METAL CULVERT, 13.1 METERS (43 FEET)
 CP3243'NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY, AND 0.61 METERS (2
 CP3243'FEET) WEST OF THE SOUTHEAST CORNER OF A CEMETARY PLOT.
 CP3243'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CP3243'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3244 ***********************************************************************
 CP3244  DESIGNATION -  34 V 12
 CP3244  PID         -  CP3244
 CP3244  STATE/COUNTY-  LA/MOREHOUSE
 CP3244  USGS QUAD   -  BONITA (1988)
 CP3244
 CP3244                         *CURRENT SURVEY CONTROL
 CP3244  ___________________________________________________________________
 CP3244* NAD 83(1986)-  32 59 26.     (N)    091 39 29.     (W)     SCALED    
 CP3244* NAVD 88     -        32.641  (meters)     107.09   (feet)  ADJUSTED  
 CP3244  ___________________________________________________________________
 CP3244  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3244  DYNAMIC HT  -          32.606 (meters)     106.97  (feet)  COMP
 CP3244  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 CP3244
 CP3244  VERT ORDER  -  SECOND    CLASS I
 CP3244
 CP3244.The horizontal coordinates were scaled from a topographic map and have
 CP3244.an estimated accuracy of +/- 6 seconds.
 CP3244
 CP3244.The orthometric height was determined by differential leveling
 CP3244.and adjusted by the National Geodetic Survey in June 1991..
 CP3244
 CP3244.The geoid height was determined by GEOID03.
 CP3244
 CP3244.The dynamic height is computed by dividing the NAVD 88
 CP3244.geopotential number by the normal gravity value computed on the
 CP3244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3244.degrees latitude (g = 980.6199 gals.).
 CP3244
 CP3244.The modeled gravity was interpolated from observed gravity values.
 CP3244
 CP3244;                    North         East    Units  Estimated Accuracy
 CP3244;SPC LA N     -   276,460.    1,078,700.      MT  (+/- 180 meters Scaled)
 CP3244
 CP3244                          SUPERSEDED SURVEY CONTROL
 CP3244
 CP3244.No superseded survey control is available for this station.
 CP3244
 CP3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS253510(NAD 83)
 CP3244_MARKER: DD = SURVEY DISK
 CP3244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3244_SP_SET: CONCRETE POST
 CP3244_STAMPING: 34 V 12 1986
 CP3244_MARK LOGO: LADTD 
 CP3244_PROJECTION: RECESSED 2 CENTIMETERS
 CP3244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3244+STABILITY: SURFACE MOTION
 CP3244
 CP3244  HISTORY     - Date     Condition        Report By
 CP3244  HISTORY     - 1986     MONUMENTED       LADTD
 CP3244
 CP3244                          STATION DESCRIPTION
 CP3244
 CP3244'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3244'3.2 KM (2 MI) NW FROM JONES.
 CP3244'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3244'STATE HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF
 CP3244'STATE HIGHWAYS 835 AND 834, THENCE NORTHWEST (RIGHT) ON STATE HIGHWAY
 CP3244'834 FOR 2.7 KM (1.7 MI) TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY
 CP3244'JUST WEST OF A BRIDGE NEAR ZACHARY BAPTIST CHURCH, 43.4 METERS (142.5
 CP3244'FEET) SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 30.5 METERS (100
 CP3244'FEET) NORTH OF THE NORTHWEST CORNER OF A BRIDGE OVER BAYOU
 CP3244'BARTHOLOMEW, AND 0.91 METERS (3 FEET) WEST-NORTHWEST OF A POWER POLE
 CP3244'WITH A TRANSFORMER.
 CP3244'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 CP3244'THE MARK IS 3.01 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3245 ***********************************************************************
 CP3245  DESIGNATION -  34 V 13
 CP3245  PID         -  CP3245
 CP3245  STATE/COUNTY-  LA/MOREHOUSE
 CP3245  USGS QUAD   -  BONITA (1988)
 CP3245
 CP3245                         *CURRENT SURVEY CONTROL
 CP3245  ___________________________________________________________________
 CP3245* NAD 83(1986)-  32 59 06.     (N)    091 40 28.     (W)     SCALED    
 CP3245* NAVD 88     -        32.302  (meters)     105.98   (feet)  ADJUSTED  
 CP3245  ___________________________________________________________________
 CP3245  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3245  DYNAMIC HT  -          32.267 (meters)     105.86  (feet)  COMP
 CP3245  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 CP3245
 CP3245  VERT ORDER  -  SECOND    CLASS I
 CP3245
 CP3245.The horizontal coordinates were scaled from a topographic map and have
 CP3245.an estimated accuracy of +/- 6 seconds.
 CP3245
 CP3245.The orthometric height was determined by differential leveling
 CP3245.and adjusted by the National Geodetic Survey in June 1991..
 CP3245
 CP3245.The geoid height was determined by GEOID03.
 CP3245
 CP3245.The dynamic height is computed by dividing the NAVD 88
 CP3245.geopotential number by the normal gravity value computed on the
 CP3245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3245.degrees latitude (g = 980.6199 gals.).
 CP3245
 CP3245.The modeled gravity was interpolated from observed gravity values.
 CP3245
 CP3245;                    North         East    Units  Estimated Accuracy
 CP3245;SPC LA N     -   275,840.    1,077,170.      MT  (+/- 180 meters Scaled)
 CP3245
 CP3245                          SUPERSEDED SURVEY CONTROL
 CP3245
 CP3245.No superseded survey control is available for this station.
 CP3245
 CP3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS238504(NAD 83)
 CP3245_MARKER: DD = SURVEY DISK
 CP3245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3245_SP_SET: CONCRETE POST
 CP3245_STAMPING: 34 V 13 1986
 CP3245_MARK LOGO: LADTD 
 CP3245_PROJECTION: RECESSED 2 CENTIMETERS
 CP3245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3245+STABILITY: SURFACE MOTION
 CP3245
 CP3245  HISTORY     - Date     Condition        Report By
 CP3245  HISTORY     - 1986     MONUMENTED       LADTD
 CP3245
 CP3245                          STATION DESCRIPTION
 CP3245
 CP3245'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3245'4.7 KM (2.9 MI) WEST FROM JONES.
 CP3245'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3245'STATE HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF
 CP3245'STATE HIGHWAYS 835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR
 CP3245'4.3 KM (2.7 MI) TO THE MARK ON THE RIGHT SET NEAR A POWER POLE, 14.8
 CP3245'METERS (48.5 FEET) NORTHWEST OF THE CENTER OF THE HIGHWAY AND 0.8
 CP3245'METERS (2.5 FEET) NORTHWEST OF A POWER POLE WITH A GUY WIRE.
 CP3245'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CP3245'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3246 ***********************************************************************
 CP3246  DESIGNATION -  34 V 14
 CP3246  PID         -  CP3246
 CP3246  STATE/COUNTY-  LA/MOREHOUSE
 CP3246  USGS QUAD   -  BONITA (1988)
 CP3246
 CP3246                         *CURRENT SURVEY CONTROL
 CP3246  ___________________________________________________________________
 CP3246* NAD 83(1986)-  32 58 57.     (N)    091 41 25.     (W)     SCALED    
 CP3246* NAVD 88     -        32.689  (meters)     107.25   (feet)  ADJUSTED  
 CP3246  ___________________________________________________________________
 CP3246  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3246  DYNAMIC HT  -          32.654 (meters)     107.13  (feet)  COMP
 CP3246  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 CP3246
 CP3246  VERT ORDER  -  SECOND    CLASS I
 CP3246
 CP3246.The horizontal coordinates were scaled from a topographic map and have
 CP3246.an estimated accuracy of +/- 6 seconds.
 CP3246
 CP3246.The orthometric height was determined by differential leveling
 CP3246.and adjusted by the National Geodetic Survey in June 1991..
 CP3246
 CP3246.The geoid height was determined by GEOID03.
 CP3246
 CP3246.The dynamic height is computed by dividing the NAVD 88
 CP3246.geopotential number by the normal gravity value computed on the
 CP3246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3246.degrees latitude (g = 980.6199 gals.).
 CP3246
 CP3246.The modeled gravity was interpolated from observed gravity values.
 CP3246
 CP3246;                    North         East    Units  Estimated Accuracy
 CP3246;SPC LA N     -   275,550.    1,075,690.      MT  (+/- 180 meters Scaled)
 CP3246
 CP3246                          SUPERSEDED SURVEY CONTROL
 CP3246
 CP3246.No superseded survey control is available for this station.
 CP3246
 CP3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS223501(NAD 83)
 CP3246_MARKER: DD = SURVEY DISK
 CP3246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3246_SP_SET: CONCRETE POST
 CP3246_STAMPING: 34 V 14 1986
 CP3246_MARK LOGO: LADTD 
 CP3246_PROJECTION: FLUSH
 CP3246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3246+STABILITY: SURFACE MOTION
 CP3246
 CP3246  HISTORY     - Date     Condition        Report By
 CP3246  HISTORY     - 1986     MONUMENTED       LADTD
 CP3246
 CP3246                          STATION DESCRIPTION
 CP3246
 CP3246'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3246'6.4 KM (3.9 MI) WEST FROM JONES.
 CP3246'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3246'STATE HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF
 CP3246'STATE HIGHWAYS 835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 6
 CP3246'KM (3.75 MI) TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY SET
 CP3246'NEAR A NET WIRE FENCE, 11.4 METERS (37.5 FEET) NORTH OF THE CENTER OF
 CP3246'THE HIGHWAY, 4.3 METERS (14 FEET) EAST OF A 16-INCH ELM TREE AND 0.5
 CP3246'METERS (1.5 FEET) SOUTH-SOUTHEAST OF A NET WIRE FENCE.
 CP3246'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 CP3246'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3247 ***********************************************************************
 CP3247  DESIGNATION -  34 V 15
 CP3247  PID         -  CP3247
 CP3247  STATE/COUNTY-  LA/MOREHOUSE
 CP3247  USGS QUAD   -  BONITA (1988)
 CP3247
 CP3247                         *CURRENT SURVEY CONTROL
 CP3247  ___________________________________________________________________
 CP3247* NAD 83(1986)-  32 59 02.     (N)    091 42 02.     (W)     SCALED    
 CP3247* NAVD 88     -        31.973  (meters)     104.90   (feet)  ADJUSTED  
 CP3247  ___________________________________________________________________
 CP3247  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3247  DYNAMIC HT  -          31.938 (meters)     104.78  (feet)  COMP
 CP3247  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 CP3247
 CP3247  VERT ORDER  -  SECOND    CLASS I
 CP3247
 CP3247.The horizontal coordinates were scaled from a topographic map and have
 CP3247.an estimated accuracy of +/- 6 seconds.
 CP3247
 CP3247.The orthometric height was determined by differential leveling
 CP3247.and adjusted by the National Geodetic Survey in June 1991..
 CP3247
 CP3247.The geoid height was determined by GEOID03.
 CP3247
 CP3247.The dynamic height is computed by dividing the NAVD 88
 CP3247.geopotential number by the normal gravity value computed on the
 CP3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3247.degrees latitude (g = 980.6199 gals.).
 CP3247
 CP3247.The modeled gravity was interpolated from observed gravity values.
 CP3247
 CP3247;                    North         East    Units  Estimated Accuracy
 CP3247;SPC LA N     -   275,690.    1,074,730.      MT  (+/- 180 meters Scaled)
 CP3247
 CP3247                          SUPERSEDED SURVEY CONTROL
 CP3247
 CP3247.No superseded survey control is available for this station.
 CP3247
 CP3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS214502(NAD 83)
 CP3247_MARKER: DD = SURVEY DISK
 CP3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3247_SP_SET: CONCRETE POST
 CP3247_STAMPING: 34 V 15 1986
 CP3247_MARK LOGO: LADTD 
 CP3247_PROJECTION: RECESSED 2 CENTIMETERS
 CP3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3247+STABILITY: SURFACE MOTION
 CP3247
 CP3247  HISTORY     - Date     Condition        Report By
 CP3247  HISTORY     - 1986     MONUMENTED       LADTD
 CP3247
 CP3247                          STATION DESCRIPTION
 CP3247
 CP3247'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3247'8 KM (5 MI) WEST FROM JONES.
 CP3247'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3247'STATE HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF
 CP3247'STATE HIGHWAYS 835 AND 834, THENCE WEST ON HIGHWAY 834 FOR 7.6 KM
 CP3247'(4.75 MI) TO THE BENCH MARK SET ON THE SOUTH SIDE OF THE HIGHWAY JUST
 CP3247'EAST OF A CONCRETE BRIDGE, 11.7 METERS (38.5 FEET) SOUTH-SOUTHEAST OF
 CP3247'THE CENTER OF THE HIGHWAY, 7.9 METERS (26 FEET) WEST OF THE CENTER OF
 CP3247'A GRAVEL ROAD, 7.3 METERS (24 FEET) SOUTH-SOUTHEAST OF THE EAST END
 CP3247'OF A CONCRETE BRIDGE NUMBER 329030504 AND 1.1 METERS (3.5 FEET)
 CP3247'NORTH- NORTHWEST OF A TELEPHONE SERVICE POLE.
 CP3247'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CP3247'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3248 ***********************************************************************
 CP3248  DESIGNATION -  34 V 16
 CP3248  PID         -  CP3248
 CP3248  STATE/COUNTY-  LA/MOREHOUSE
 CP3248  USGS QUAD   -  BONITA (1988)
 CP3248
 CP3248                         *CURRENT SURVEY CONTROL
 CP3248  ___________________________________________________________________
 CP3248* NAD 83(1986)-  32 59 24.     (N)    091 42 46.     (W)     SCALED    
 CP3248* NAVD 88     -        46.083  (meters)     151.19   (feet)  ADJUSTED  
 CP3248  ___________________________________________________________________
 CP3248  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3248  DYNAMIC HT  -          46.033 (meters)     151.03  (feet)  COMP
 CP3248  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 CP3248
 CP3248  VERT ORDER  -  SECOND    CLASS I
 CP3248
 CP3248.The horizontal coordinates were scaled from a topographic map and have
 CP3248.an estimated accuracy of +/- 6 seconds.
 CP3248
 CP3248.The orthometric height was determined by differential leveling
 CP3248.and adjusted by the National Geodetic Survey in June 1991..
 CP3248
 CP3248.The geoid height was determined by GEOID03.
 CP3248
 CP3248.The dynamic height is computed by dividing the NAVD 88
 CP3248.geopotential number by the normal gravity value computed on the
 CP3248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3248.degrees latitude (g = 980.6199 gals.).
 CP3248
 CP3248.The modeled gravity was interpolated from observed gravity values.
 CP3248
 CP3248;                    North         East    Units  Estimated Accuracy
 CP3248;SPC LA N     -   276,360.    1,073,580.      MT  (+/- 180 meters Scaled)
 CP3248
 CP3248                          SUPERSEDED SURVEY CONTROL
 CP3248
 CP3248.No superseded survey control is available for this station.
 CP3248
 CP3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS202509(NAD 83)
 CP3248_MARKER: DD = SURVEY DISK
 CP3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3248_SP_SET: CONCRETE POST
 CP3248_STAMPING: 34 V 16 1986
 CP3248_MARK LOGO: LADTD 
 CP3248_PROJECTION: RECESSED 2 CENTIMETERS
 CP3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3248+STABILITY: SURFACE MOTION
 CP3248
 CP3248  HISTORY     - Date     Condition        Report By
 CP3248  HISTORY     - 1986     MONUMENTED       LADTD
 CP3248
 CP3248                          STATION DESCRIPTION
 CP3248
 CP3248'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3248'9.4 KM (5.9 MI) WEST FROM JONES.
 CP3248'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE JUNCTION OF
 CP3248'HIGHWAY 835 AND US 165 AT JONES TO THE JUNCTION OF STATE HIGHWAYS 835
 CP3248'AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 9.1 KM (5.65 MI) TO
 CP3248'THE BENCH MARK ON THE SOUTH SIDE OF THE HIGHWAY, 10.8 METERS (35.5
 CP3248'FEET) SOUTH-SOUTHWEST OF THE CENTER OF THE HIGHWAY, 6.2 METERS (20.5
 CP3248'FEET) NORTHEAST FROM A 16-INCH PECAN TREE, AND 3.7 METERS (12 FEET)
 CP3248'SOUTH-SOUTHWEST OF A 20-INCH CORRUGATED METAL PIPE CULVERT.
 CP3248'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 CP3248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3249 ***********************************************************************
 CP3249  DESIGNATION -  34 V 17
 CP3249  PID         -  CP3249
 CP3249  STATE/COUNTY-  LA/MOREHOUSE
 CP3249  USGS QUAD   -  BONITA (1988)
 CP3249
 CP3249                         *CURRENT SURVEY CONTROL
 CP3249  ___________________________________________________________________
 CP3249* NAD 83(1986)-  32 59 26.     (N)    091 43 53.     (W)     SCALED    
 CP3249* NAVD 88     -        46.548  (meters)     152.72   (feet)  ADJUSTED  
 CP3249  ___________________________________________________________________
 CP3249  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3249  DYNAMIC HT  -          46.498 (meters)     152.55  (feet)  COMP
 CP3249  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 CP3249
 CP3249  VERT ORDER  -  SECOND    CLASS I
 CP3249
 CP3249.The horizontal coordinates were scaled from a topographic map and have
 CP3249.an estimated accuracy of +/- 6 seconds.
 CP3249
 CP3249.The orthometric height was determined by differential leveling
 CP3249.and adjusted by the National Geodetic Survey in June 1991..
 CP3249
 CP3249.The geoid height was determined by GEOID03.
 CP3249
 CP3249.The dynamic height is computed by dividing the NAVD 88
 CP3249.geopotential number by the normal gravity value computed on the
 CP3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3249.degrees latitude (g = 980.6199 gals.).
 CP3249
 CP3249.The modeled gravity was interpolated from observed gravity values.
 CP3249
 CP3249;                    North         East    Units  Estimated Accuracy
 CP3249;SPC LA N     -   276,410.    1,071,840.      MT  (+/- 180 meters Scaled)
 CP3249
 CP3249                          SUPERSEDED SURVEY CONTROL
 CP3249
 CP3249.No superseded survey control is available for this station.
 CP3249
 CP3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS185509(NAD 83)
 CP3249_MARKER: DD = SURVEY DISK
 CP3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3249_SP_SET: CONCRETE POST
 CP3249_STAMPING: 34 V 17 1986
 CP3249_MARK LOGO: LADTD 
 CP3249_PROJECTION: RECESSED 2 CENTIMETERS
 CP3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3249+STABILITY: SURFACE MOTION
 CP3249
 CP3249  HISTORY     - Date     Condition        Report By
 CP3249  HISTORY     - 1986     MONUMENTED       LADTD
 CP3249
 CP3249                          STATION DESCRIPTION
 CP3249
 CP3249'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3249'11.3 KM (7 MI) WEST FROM JONES.
 CP3249'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3249'HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF STATE
 CP3249'HIGHWAYS835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 10.9 KM
 CP3249'(6.8 MI) TO THE BENCH MARK SET IN THE NORTHEAST QUADRANT OF THE
 CP3249'HIGHWAY AND A GRAVEL ROAD INTERSECTION, 13.7 METERS (45 FEET)
 CP3249'NORTHWEST OF THE CENTER OF THE HIGHWAY, 13.6 METERS (44.5 FEET) EAST
 CP3249'OF THE CENTER OF THE GRAVEL ROAD AND 10.7 METERS (35 FEET) EAST OF
 CP3249'THE EAST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT.
 CP3249'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CP3249'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3250 ***********************************************************************
 CP3250  DESIGNATION -  34 V 18
 CP3250  PID         -  CP3250
 CP3250  STATE/COUNTY-  LA/MOREHOUSE
 CP3250  USGS QUAD   -  BONITA (1988)
 CP3250
 CP3250                         *CURRENT SURVEY CONTROL
 CP3250  ___________________________________________________________________
 CP3250* NAD 83(1986)-  32 59 21.     (N)    091 44 56.     (W)     SCALED    
 CP3250* NAVD 88     -        44.312  (meters)     145.38   (feet)  ADJUSTED  
 CP3250  ___________________________________________________________________
 CP3250  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3250  DYNAMIC HT  -          44.264 (meters)     145.22  (feet)  COMP
 CP3250  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 CP3250
 CP3250  VERT ORDER  -  SECOND    CLASS I
 CP3250
 CP3250.The horizontal coordinates were scaled from a topographic map and have
 CP3250.an estimated accuracy of +/- 6 seconds.
 CP3250
 CP3250.The orthometric height was determined by differential leveling
 CP3250.and adjusted by the National Geodetic Survey in June 1991..
 CP3250
 CP3250.The geoid height was determined by GEOID03.
 CP3250
 CP3250.The dynamic height is computed by dividing the NAVD 88
 CP3250.geopotential number by the normal gravity value computed on the
 CP3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3250.degrees latitude (g = 980.6199 gals.).
 CP3250
 CP3250.The modeled gravity was interpolated from observed gravity values.
 CP3250
 CP3250;                    North         East    Units  Estimated Accuracy
 CP3250;SPC LA N     -   276,250.    1,070,210.      MT  (+/- 180 meters Scaled)
 CP3250
 CP3250                          SUPERSEDED SURVEY CONTROL
 CP3250
 CP3250.No superseded survey control is available for this station.
 CP3250
 CP3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS168507(NAD 83)
 CP3250_MARKER: DD = SURVEY DISK
 CP3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3250_SP_SET: CONCRETE POST
 CP3250_STAMPING: 34 V 18 1986
 CP3250_MARK LOGO: LADTD 
 CP3250_PROJECTION: FLUSH
 CP3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3250+STABILITY: SURFACE MOTION
 CP3250
 CP3250  HISTORY     - Date     Condition        Report By
 CP3250  HISTORY     - 1986     MONUMENTED       LADTD
 CP3250
 CP3250                          STATION DESCRIPTION
 CP3250
 CP3250'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3250'12.9 KM (8 MI) WEST FROM JONES.
 CP3250'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3250'HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF STATE
 CP3250'HIGHWAYS 835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 12.6 KM
 CP3250'(7.85 MI) TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY SET NEAR
 CP3250'A LOGGING ROAD, 12.3 METERS (40.5 FEET) NORTH OF THE CENTER OF THE
 CP3250'HIGHWAY AND 10.1 METERS (33 FEET) EAST OF THE CENTER OF THE LOGGING
 CP3250'ROAD.
 CP3250'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CP3250'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3251 ***********************************************************************
 CP3251  DESIGNATION -  34 V 19
 CP3251  PID         -  CP3251
 CP3251  STATE/COUNTY-  LA/MOREHOUSE
 CP3251  USGS QUAD   -  TWIN OAKS (1988)
 CP3251
 CP3251                         *CURRENT SURVEY CONTROL
 CP3251  ___________________________________________________________________
 CP3251* NAD 83(1986)-  32 59 22.     (N)    091 45 52.     (W)     SCALED    
 CP3251* NAVD 88     -        41.612  (meters)     136.52   (feet)  ADJUSTED  
 CP3251  ___________________________________________________________________
 CP3251  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3251  DYNAMIC HT  -          41.568 (meters)     136.38  (feet)  COMP
 CP3251  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 CP3251
 CP3251  VERT ORDER  -  SECOND    CLASS I
 CP3251
 CP3251.The horizontal coordinates were scaled from a topographic map and have
 CP3251.an estimated accuracy of +/- 6 seconds.
 CP3251
 CP3251.The orthometric height was determined by differential leveling
 CP3251.and adjusted by the National Geodetic Survey in June 1991..
 CP3251
 CP3251.The geoid height was determined by GEOID03.
 CP3251
 CP3251.The dynamic height is computed by dividing the NAVD 88
 CP3251.geopotential number by the normal gravity value computed on the
 CP3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3251.degrees latitude (g = 980.6199 gals.).
 CP3251
 CP3251.The modeled gravity was interpolated from observed gravity values.
 CP3251
 CP3251;                    North         East    Units  Estimated Accuracy
 CP3251;SPC LA N     -   276,270.    1,068,750.      MT  (+/- 180 meters Scaled)
 CP3251
 CP3251                          SUPERSEDED SURVEY CONTROL
 CP3251
 CP3251.No superseded survey control is available for this station.
 CP3251
 CP3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS154507(NAD 83)
 CP3251_MARKER: DD = SURVEY DISK
 CP3251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3251_SP_SET: CONCRETE POST
 CP3251_STAMPING: 34.V 19 1986
 CP3251_MARK LOGO: LADTD 
 CP3251_PROJECTION: FLUSH
 CP3251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3251+STABILITY: SURFACE MOTION
 CP3251
 CP3251  HISTORY     - Date     Condition        Report By
 CP3251  HISTORY     - 1986     MONUMENTED       LADTD
 CP3251
 CP3251                          STATION DESCRIPTION
 CP3251
 CP3251'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3251'14.4 KM (9 MI) WEST FROM JONES.
 CP3251'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3251'HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF STATE
 CP3251'HIGHWAYS 835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 14.1 KM
 CP3251'(8.75 MI) TO THE BENCH MARK SET ON THE NORTH SIDE OF THE HIGHWAY NEAR
 CP3251'A TRACK ROAD, 11.4 METERS (37.5 FEET) NORTH OF THE CENTER OF THE
 CP3251'HIGHWAY AND 4.6 METERS (15 FEET) EAST OF A TRACK ROAD.
 CP3251'THE MARK IS 0.30 METERS  SSW FROM A WITNESS POST.
 CP3251'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3231 ***********************************************************************
 CP3231  DESIGNATION -  34 V 2
 CP3231  PID         -  CP3231
 CP3231  STATE/COUNTY-  LA/MOREHOUSE
 CP3231  USGS QUAD   -  FISKE (1988)
 CP3231
 CP3231                         *CURRENT SURVEY CONTROL
 CP3231  ___________________________________________________________________
 CP3231* NAD 83(1986)-  32 58 26.     (N)    091 27 32.     (W)     SCALED    
 CP3231* NAVD 88     -        29.042  (meters)      95.28   (feet)  ADJUSTED  
 CP3231  ___________________________________________________________________
 CP3231  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CP3231  DYNAMIC HT  -          29.010 (meters)      95.18  (feet)  COMP
 CP3231  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 CP3231
 CP3231  VERT ORDER  -  SECOND    CLASS II
 CP3231
 CP3231.The horizontal coordinates were scaled from a topographic map and have
 CP3231.an estimated accuracy of +/- 6 seconds.
 CP3231
 CP3231.The orthometric height was determined by differential leveling
 CP3231.and adjusted by the National Geodetic Survey in June 1991..
 CP3231
 CP3231.The geoid height was determined by GEOID03.
 CP3231
 CP3231.The dynamic height is computed by dividing the NAVD 88
 CP3231.geopotential number by the normal gravity value computed on the
 CP3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3231.degrees latitude (g = 980.6199 gals.).
 CP3231
 CP3231.The modeled gravity was interpolated from observed gravity values.
 CP3231
 CP3231;                    North         East    Units  Estimated Accuracy
 CP3231;SPC LA N     -   274,780.    1,097,330.      MT  (+/- 180 meters Scaled)
 CP3231
 CP3231                          SUPERSEDED SURVEY CONTROL
 CP3231
 CP3231.No superseded survey control is available for this station.
 CP3231
 CP3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS440494(NAD 83)
 CP3231_MARKER: DD = SURVEY DISK
 CP3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3231_SP_SET: CONCRETE POST
 CP3231_STAMPING: 34 V 2 1986
 CP3231_MARK LOGO: LADTD 
 CP3231_PROJECTION: RECESSED 5 CENTIMETERS
 CP3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3231+STABILITY: SURFACE MOTION
 CP3231
 CP3231  HISTORY     - Date     Condition        Report By
 CP3231  HISTORY     - 1986     MONUMENTED       LADTD
 CP3231
 CP3231                          STATION DESCRIPTION
 CP3231
 CP3231'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3231'14.8 KM (9.2 MI) WEST FROM KILBOURNE.
 CP3231'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3231'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3231'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR
 CP3231'2.3 KM (1.4 MI) TO THE BENCH MARK SET IN THE NORTH SIDE OF STATE
 CP3231'HIGHWAY 835, 17.7 METERS (58 FEET) NORTH OF THE CENTER OF STATE
 CP3231'HIGHWAY 835, 7.6 METERS (25 FEET) WEST OF THE CENTER OF A DIRT ROAD,
 CP3231'3.1 METERS (10 FEET) NORTH OF A TELEPHONE REPAIR BOX NUMBER 250-38 AND
 CP3231'0.91 METERS (3 FEET) NORTH OF A POWER POLE NUMBER B288.
 CP3231'THE MARK IS 0.91 METERS  NW FROM A WITNESS POST.
 CP3231'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3252 ***********************************************************************
 CP3252  DESIGNATION -  34 V 20
 CP3252  PID         -  CP3252
 CP3252  STATE/COUNTY-  LA/MOREHOUSE
 CP3252  USGS QUAD   -  TWIN OAKS (1988)
 CP3252
 CP3252                         *CURRENT SURVEY CONTROL
 CP3252  ___________________________________________________________________
 CP3252* NAD 83(1986)-  32 59 17.     (N)    091 46 49.     (W)     SCALED    
 CP3252* NAVD 88     -        39.428  (meters)     129.36   (feet)  ADJUSTED  
 CP3252  ___________________________________________________________________
 CP3252  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3252  DYNAMIC HT  -          39.386 (meters)     129.22  (feet)  COMP
 CP3252  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 CP3252
 CP3252  VERT ORDER  -  SECOND    CLASS I
 CP3252
 CP3252.The horizontal coordinates were scaled from a topographic map and have
 CP3252.an estimated accuracy of +/- 6 seconds.
 CP3252
 CP3252.The orthometric height was determined by differential leveling
 CP3252.and adjusted by the National Geodetic Survey in June 1991..
 CP3252
 CP3252.The geoid height was determined by GEOID03.
 CP3252
 CP3252.The dynamic height is computed by dividing the NAVD 88
 CP3252.geopotential number by the normal gravity value computed on the
 CP3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3252.degrees latitude (g = 980.6199 gals.).
 CP3252
 CP3252.The modeled gravity was interpolated from observed gravity values.
 CP3252
 CP3252;                    North         East    Units  Estimated Accuracy
 CP3252;SPC LA N     -   276,100.    1,067,280.      MT  (+/- 180 meters Scaled)
 CP3252
 CP3252                          SUPERSEDED SURVEY CONTROL
 CP3252
 CP3252.No superseded survey control is available for this station.
 CP3252
 CP3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS139506(NAD 83)
 CP3252_MARKER: DD = SURVEY DISK
 CP3252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3252_SP_SET: CONCRETE POST
 CP3252_STAMPING: 34 V 20 1986
 CP3252_MARK LOGO: LADTD 
 CP3252_PROJECTION: RECESSED 2 CENTIMETERS
 CP3252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3252+STABILITY: SURFACE MOTION
 CP3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3252+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 CP3252
 CP3252  HISTORY     - Date     Condition        Report By
 CP3252  HISTORY     - 1986     MONUMENTED       LADTD
 CP3252  HISTORY     - 20040306 GOOD             INDIV
 CP3252
 CP3252                          STATION DESCRIPTION
 CP3252
 CP3252'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3252'16.1 KM (10 MI) WEST FROM JONES.
 CP3252'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3252'HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF STATE
 CP3252'HIGHWAYS 835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 15.9 KM
 CP3252'(9.8 MI) TO THE BENCH MARK ON THE SOUTH SIDE OF THE HIGHWAY SET AT
 CP3252'THE JUNCTION OF STATE HIGHWAYS 834 AND 591, 22.4 METERS (73.5 FEET)
 CP3252'WEST- SOUTHWEST OF A TELEPHONE REPAIR BOX, 19.7 METERS (64.5 FEET)
 CP3252'EAST OF THE CENTER OF HIGHWAY 591 AND 16.6 METERS (54.5 FEET) SOUTH
 CP3252'OF THE CENTER OF HIGHWAY 834.
 CP3252'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 CP3252'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 834.
 CP3252
 CP3252                          STATION RECOVERY (2004)
 CP3252
 CP3252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MMW)
 CP3252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3253 ***********************************************************************
 CP3253  DESIGNATION -  34 V 21
 CP3253  PID         -  CP3253
 CP3253  STATE/COUNTY-  LA/MOREHOUSE
 CP3253  USGS QUAD   -  TWIN OAKS (1988)
 CP3253
 CP3253                         *CURRENT SURVEY CONTROL
 CP3253  ___________________________________________________________________
 CP3253* NAD 83(1986)-  32 59 08.     (N)    091 47 20.     (W)     SCALED    
 CP3253* NAVD 88     -        38.908  (meters)     127.65   (feet)  ADJUSTED  
 CP3253  ___________________________________________________________________
 CP3253  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3253  DYNAMIC HT  -          38.866 (meters)     127.51  (feet)  COMP
 CP3253  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 CP3253
 CP3253  VERT ORDER  -  SECOND    CLASS I
 CP3253
 CP3253.The horizontal coordinates were scaled from a topographic map and have
 CP3253.an estimated accuracy of +/- 6 seconds.
 CP3253
 CP3253.The orthometric height was determined by differential leveling
 CP3253.and adjusted by the National Geodetic Survey in June 1991..
 CP3253
 CP3253.The geoid height was determined by GEOID03.
 CP3253
 CP3253.The dynamic height is computed by dividing the NAVD 88
 CP3253.geopotential number by the normal gravity value computed on the
 CP3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3253.degrees latitude (g = 980.6199 gals.).
 CP3253
 CP3253.The modeled gravity was interpolated from observed gravity values.
 CP3253
 CP3253;                    North         East    Units  Estimated Accuracy
 CP3253;SPC LA N     -   275,820.    1,066,470.      MT  (+/- 180 meters Scaled)
 CP3253
 CP3253                          SUPERSEDED SURVEY CONTROL
 CP3253
 CP3253.No superseded survey control is available for this station.
 CP3253
 CP3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS131503(NAD 83)
 CP3253_MARKER: DD = SURVEY DISK
 CP3253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3253_SP_SET: CONCRETE POST
 CP3253_STAMPING: 34 V 21 1986
 CP3253_MARK LOGO: LADTD 
 CP3253_PROJECTION: RECESSED 2 CENTIMETERS
 CP3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3253+STABILITY: SURFACE MOTION
 CP3253
 CP3253  HISTORY     - Date     Condition        Report By
 CP3253  HISTORY     - 1986     MONUMENTED       LADTD
 CP3253
 CP3253                          STATION DESCRIPTION
 CP3253
 CP3253'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3253'17.2 KM (10.7 MI) WEST FROM JONES.
 CP3253'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3253'HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF STATE
 CP3253'HIGHWAYS 835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 15.9 KM
 CP3253'(9.8 MI) TO THE JUNCTION OF STATE HIGHWAYS 834 AND 591, THENCE SOUTH
 CP3253'(LEFT) ON HIGHWAY 591 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF STATE
 CP3253'HIGHWAYS 591 AND 590, THENCE WEST (RIGHT) ON HIGHWAY 590 FOR 0.72 KM
 CP3253'(0.45 MI) TO THE BENCH MARK ON THE SOUTH SIDE OF THE HIGHWAY SET NEAR
 CP3253'A METAL FIELD GATE, 13.3 METERS (43.5 FEET) SOUTH OF THE CENTER OF
 CP3253'THE HIGHWAY, 9.1 MWTERS (30 FEET) WEST OF A POWER POLE WITH A GUY
 CP3253'WIRE.  7.2 METERS (23.5 FEET) EAST-NORTHEAST OF THE CENTER OF A METAL
 CP3253'GATE AND 0.6 METERS (2 FEET) NORTH OF A NET WIRE FENCE.
 CP3253'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CP3253'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3254 ***********************************************************************
 CP3254  DESIGNATION -  34 V 22
 CP3254  PID         -  CP3254
 CP3254  STATE/COUNTY-  LA/MOREHOUSE
 CP3254  USGS QUAD   -  TWIN OAKS (1988)
 CP3254
 CP3254                         *CURRENT SURVEY CONTROL
 CP3254  ___________________________________________________________________
 CP3254* NAD 83(1986)-  32 59 00.     (N)    091 48 21.     (W)     SCALED    
 CP3254* NAVD 88     -        31.270  (meters)     102.59   (feet)  ADJUSTED  
 CP3254  ___________________________________________________________________
 CP3254  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3254  DYNAMIC HT  -          31.237 (meters)     102.48  (feet)  COMP
 CP3254  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 CP3254
 CP3254  VERT ORDER  -  SECOND    CLASS I
 CP3254
 CP3254.The horizontal coordinates were scaled from a topographic map and have
 CP3254.an estimated accuracy of +/- 6 seconds.
 CP3254
 CP3254.The orthometric height was determined by differential leveling
 CP3254.and adjusted by the National Geodetic Survey in June 1991..
 CP3254
 CP3254.The geoid height was determined by GEOID03.
 CP3254
 CP3254.The dynamic height is computed by dividing the NAVD 88
 CP3254.geopotential number by the normal gravity value computed on the
 CP3254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3254.degrees latitude (g = 980.6199 gals.).
 CP3254
 CP3254.The modeled gravity was interpolated from observed gravity values.
 CP3254
 CP3254;                    North         East    Units  Estimated Accuracy
 CP3254;SPC LA N     -   275,570.    1,064,890.      MT  (+/- 180 meters Scaled)
 CP3254
 CP3254                          SUPERSEDED SURVEY CONTROL
 CP3254
 CP3254.No superseded survey control is available for this station.
 CP3254
 CP3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS115500(NAD 83)
 CP3254_MARKER: DD = SURVEY DISK
 CP3254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3254_SP_SET: WINGWALL
 CP3254_STAMPING: 34 V 22 1986
 CP3254_MARK LOGO: LADTD 
 CP3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3254+STABILITY: SURFACE MOTION
 CP3254
 CP3254  HISTORY     - Date     Condition        Report By
 CP3254  HISTORY     - 1986     MONUMENTED       LADTD
 CP3254
 CP3254                          STATION DESCRIPTION
 CP3254
 CP3254'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3254'18.8 KM (11.7 MI) WEST FROM JONES.
 CP3254'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3254'HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF STATE
 CP3254'HIGHWAYS 835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 15.9 KM
 CP3254'(9.8 MI) TO THE JUNCTION OF STATE HIGHWAYS 834 AND 591, THENCE SOUTH
 CP3254'(LEFT) ON HIGHWAY 591 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF STATE
 CP3254'HIGHWAYS 591 AND 590, THENCE WEST (RIGHT) ON HIGHWAY 590 FOR 2.3 KM
 CP3254'(1.4 MI) TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY SET IN
 CP3254'THE MIDDLE ONE OF THREE BRIDGES, 6.1 METERS (20 FEET) NORTH OF THE
 CP3254'CENTER OF THE HIGHWAY SET IN THE NORTHWEST WINGWALL.
 CP3254'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 CP3254'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3256 ***********************************************************************
 CP3256  DESIGNATION -  34 V 23
 CP3256  PID         -  CP3256
 CP3256  STATE/COUNTY-  LA/MOREHOUSE
 CP3256  USGS QUAD   -  TWIN OAKS (1988)
 CP3256
 CP3256                         *CURRENT SURVEY CONTROL
 CP3256  ___________________________________________________________________
 CP3256* NAD 83(1986)-  32 59 04.     (N)    091 50 13.     (W)     SCALED    
 CP3256* NAVD 88     -        42.327  (meters)     138.87   (feet)  ADJUSTED  
 CP3256  ___________________________________________________________________
 CP3256  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CP3256  DYNAMIC HT  -          42.282 (meters)     138.72  (feet)  COMP
 CP3256  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 CP3256
 CP3256  VERT ORDER  -  SECOND    CLASS I
 CP3256
 CP3256.The horizontal coordinates were scaled from a topographic map and have
 CP3256.an estimated accuracy of +/- 6 seconds.
 CP3256
 CP3256.The orthometric height was determined by differential leveling
 CP3256.and adjusted by the National Geodetic Survey in June 1991..
 CP3256
 CP3256.The geoid height was determined by GEOID03.
 CP3256
 CP3256.The dynamic height is computed by dividing the NAVD 88
 CP3256.geopotential number by the normal gravity value computed on the
 CP3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3256.degrees latitude (g = 980.6199 gals.).
 CP3256
 CP3256.The modeled gravity was interpolated from observed gravity values.
 CP3256
 CP3256;                    North         East    Units  Estimated Accuracy
 CP3256;SPC LA N     -   275,670.    1,061,980.      MT  (+/- 180 meters Scaled)
 CP3256
 CP3256                          SUPERSEDED SURVEY CONTROL
 CP3256
 CP3256.No superseded survey control is available for this station.
 CP3256
 CP3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS086501(NAD 83)
 CP3256_MARKER: DD = SURVEY DISK
 CP3256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3256_SP_SET: CONCRETE POST
 CP3256_STAMPING: 34 V 23 1986
 CP3256_MARK LOGO: LADTD 
 CP3256_PROJECTION: RECESSED 3 CENTIMETERS
 CP3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3256+STABILITY: SURFACE MOTION
 CP3256
 CP3256  HISTORY     - Date     Condition        Report By
 CP3256  HISTORY     - 1986     MONUMENTED       LADTD
 CP3256
 CP3256                          STATION DESCRIPTION
 CP3256
 CP3256'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3256'22.1 KM (13.8 MI) WEST FROM JONES.
 CP3256'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3256'HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF STATE
 CP3256'HIGHWAYS 835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 15.9 KM
 CP3256'(9.8 MI) TO THE JUNCTION OF STATE HIGHWAYS 834 AND 591, THENCE SOUTH
 CP3256'(LEFT) ON HIGHWAY 591 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF STATE
 CP3256'HIGHWAYS 591 AND 590, THENCE WEST (RIGHT) ON HIGHWAY 590 FOR 4.3 KM
 CP3256'(2.65 MI) TO THE JUNCTION WITH MOREHOUSE PARISH ROAD NUMBER 2252,
 CP3256'THENCE WEST (RIGHT) ON THE PARISH ROAD FOR 1.3 KM (0.8 MI) TO THE
 CP3256'BENCH MARK ON THE SOUTH SIDE OF THE ROAD AT AN INTERSECTION WITH A
 CP3256'GRAVEL ROAD, 15.5 METERS (51 FEET) EAST OF THE CENTER OF THE GRAVEL
 CP3256'ROAD AND 10.1 METERS (33 FEET) SOUTH OF THE CENTER OF THE PARISH
 CP3256'ROAD.
 CP3256'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 CP3256'THE MARK IS ABOVE LEVEL WITH THE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3257 ***********************************************************************
 CP3257  DESIGNATION -  34 V 24
 CP3257  PID         -  CP3257
 CP3257  STATE/COUNTY-  LA/MOREHOUSE
 CP3257  USGS QUAD   -  TWIN OAKS (1988)
 CP3257
 CP3257                         *CURRENT SURVEY CONTROL
 CP3257  ___________________________________________________________________
 CP3257* NAD 83(1986)-  32 59 16.     (N)    091 51 21.     (W)     SCALED    
 CP3257* NAVD 88     -        49.630  (meters)     162.83   (feet)  ADJUSTED  
 CP3257  ___________________________________________________________________
 CP3257  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CP3257  DYNAMIC HT  -          49.577 (meters)     162.65  (feet)  COMP
 CP3257  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 CP3257
 CP3257  VERT ORDER  -  SECOND    CLASS I
 CP3257
 CP3257.The horizontal coordinates were scaled from a topographic map and have
 CP3257.an estimated accuracy of +/- 6 seconds.
 CP3257
 CP3257.The orthometric height was determined by differential leveling
 CP3257.and adjusted by the National Geodetic Survey in June 1991..
 CP3257
 CP3257.The geoid height was determined by GEOID03.
 CP3257
 CP3257.The dynamic height is computed by dividing the NAVD 88
 CP3257.geopotential number by the normal gravity value computed on the
 CP3257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3257.degrees latitude (g = 980.6199 gals.).
 CP3257
 CP3257.The modeled gravity was interpolated from observed gravity values.
 CP3257
 CP3257;                    North         East    Units  Estimated Accuracy
 CP3257;SPC LA N     -   276,030.    1,060,210.      MT  (+/- 180 meters Scaled)
 CP3257
 CP3257                          SUPERSEDED SURVEY CONTROL
 CP3257
 CP3257.No superseded survey control is available for this station.
 CP3257
 CP3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS069505(NAD 83)
 CP3257_MARKER: DD = SURVEY DISK
 CP3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3257_SP_SET: CONCRETE POST
 CP3257_STAMPING: 34 V 24 1986
 CP3257_MARK LOGO: LADTD 
 CP3257_PROJECTION: RECESSED 3 CENTIMETERS
 CP3257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3257+STABILITY: SURFACE MOTION
 CP3257
 CP3257  HISTORY     - Date     Condition        Report By
 CP3257  HISTORY     - 1986     MONUMENTED       LADTD
 CP3257
 CP3257                          STATION DESCRIPTION
 CP3257
 CP3257'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3257'23.9 KM (14.9 MI) WEST FROM JONES.
 CP3257'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3257'HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF STATE
 CP3257'HIGHWAYS 835 AND 834, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 15.9 KM
 CP3257'(9.8 MI) TO THE JUNCTION OF STATE HIGHWAYS 834 AND 591, THENCE SOUTH
 CP3257'(LEFT) ON HIGHWAY 591 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF STATE
 CP3257'HIGHWAYS 591 AND 590, THENCE WEST (RIGHT) ON HIGHWAY 590 FOR 4.3 KM
 CP3257'(2.65 MI) TO THE JUNCTION WITH MOREHOUSE PARISH ROAD 2252, THENCE
 CP3257'WEST (RIGHT) ON THE PARISH ROAD FOR 3.1 KM (1.95 MI) TO THE BENCH
 CP3257'MARK ON THE LEFT AND 25.3 KM (15.7 MI) NORTH ON STATE HIGHWAY 139
 CP3257'FROM THE COURTHOUSE AT BASTROP TO THE JUNCTION WITH MOREHOUSE PARISH
 CP3257'ROAD NUMBER 2252, THENCE EAST (RIGHT) ON THE PARISH ROAD FOR 0.2 KM
 CP3257'(0.1 MI) TO THE MARK ON THE RIGHT, 8.8 METERS (29 FEET)
 CP3257'WEST-SOUTHWEST ON THE CENTER OF THE PARISH ROAD AND 7 METERS (23
 CP3257'FEET) EAST-NORTHEAST OF A 12-INCH OAK TREE.
 CP3257'THE MARK IS 0.46 METERS  ENE FROM A WITNESS POST.
 CP3257'THE MARK IS 0.61 M ABOVE THE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3258 ***********************************************************************
 CP3258  DESIGNATION -  34 V 25
 CP3258  PID         -  CP3258
 CP3258  STATE/COUNTY-  LA/MOREHOUSE
 CP3258  USGS QUAD   -  TWIN OAKS (1988)
 CP3258
 CP3258                         *CURRENT SURVEY CONTROL
 CP3258  ___________________________________________________________________
 CP3258* NAD 83(1986)-  32 58 44.     (N)    091 51 35.     (W)     SCALED    
 CP3258* NAVD 88     -        44.215  (meters)     145.06   (feet)  ADJUSTED  
 CP3258  ___________________________________________________________________
 CP3258  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CP3258  DYNAMIC HT  -          44.167 (meters)     144.90  (feet)  COMP
 CP3258  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 CP3258
 CP3258  VERT ORDER  -  SECOND    CLASS I
 CP3258
 CP3258.The horizontal coordinates were scaled from a topographic map and have
 CP3258.an estimated accuracy of +/- 6 seconds.
 CP3258
 CP3258.The orthometric height was determined by differential leveling
 CP3258.and adjusted by the National Geodetic Survey in June 1991..
 CP3258
 CP3258.The geoid height was determined by GEOID03.
 CP3258
 CP3258.The dynamic height is computed by dividing the NAVD 88
 CP3258.geopotential number by the normal gravity value computed on the
 CP3258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3258.degrees latitude (g = 980.6199 gals.).
 CP3258
 CP3258.The modeled gravity was interpolated from observed gravity values.
 CP3258
 CP3258;                    North         East    Units  Estimated Accuracy
 CP3258;SPC LA N     -   275,040.    1,059,860.      MT  (+/- 180 meters Scaled)
 CP3258
 CP3258                          SUPERSEDED SURVEY CONTROL
 CP3258
 CP3258.No superseded survey control is available for this station.
 CP3258
 CP3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS065495(NAD 83)
 CP3258_MARKER: DD = SURVEY DISK
 CP3258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3258_SP_SET: CONCRETE POST
 CP3258_STAMPING: 34 V 25 1986
 CP3258_MARK LOGO: LADTD 
 CP3258_PROJECTION: FLUSH
 CP3258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3258+STABILITY: SURFACE MOTION
 CP3258
 CP3258  HISTORY     - Date     Condition        Report By
 CP3258  HISTORY     - 1986     MONUMENTED       LADTD
 CP3258
 CP3258                          STATION DESCRIPTION
 CP3258
 CP3258'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3258'24.1 KM (15.0 MI) NORTH FROM BASTROP.
 CP3258'24.1 KM (15.0 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3258'BASTROP TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY JUST SOUTH
 CP3258'OF PARISH ROAD NUMBER 2254, 14.1 METERS (46.5 FEET) WEST OF THE
 CP3258'CENTER OF THE HIGHWAY, 10.7 METERS (35 FEET) SOUTH OF THE CENTER OF
 CP3258'PARISH ROAD 2254, 4.4 METERS (14.5 FEET) SOUTH-SOUTHWEST OF POWER
 CP3258'POLE NUMBER 29 AND 2.6 METERS (8.5 FEET) SOUTHWEST OF A TELEPHONE
 CP3258'REPAIR BOX.
 CP3258'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 CP3258'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3259 ***********************************************************************
 CP3259  DESIGNATION -  34 V 26
 CP3259  PID         -  CP3259
 CP3259  STATE/COUNTY-  LA/MOREHOUSE
 CP3259  USGS QUAD   -  TWIN OAKS (1988)
 CP3259
 CP3259                         *CURRENT SURVEY CONTROL
 CP3259  ___________________________________________________________________
 CP3259* NAD 83(1986)-  32 57 48.     (N)    091 51 24.     (W)     SCALED    
 CP3259* NAVD 88     -        42.613  (meters)     139.81   (feet)  ADJUSTED  
 CP3259  ___________________________________________________________________
 CP3259  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CP3259  DYNAMIC HT  -          42.567 (meters)     139.66  (feet)  COMP
 CP3259  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 CP3259
 CP3259  VERT ORDER  -  SECOND    CLASS I
 CP3259
 CP3259.The horizontal coordinates were scaled from a topographic map and have
 CP3259.an estimated accuracy of +/- 6 seconds.
 CP3259
 CP3259.The orthometric height was determined by differential leveling
 CP3259.and adjusted by the National Geodetic Survey in June 1991..
 CP3259
 CP3259.The geoid height was determined by GEOID03.
 CP3259
 CP3259.The dynamic height is computed by dividing the NAVD 88
 CP3259.geopotential number by the normal gravity value computed on the
 CP3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3259.degrees latitude (g = 980.6199 gals.).
 CP3259
 CP3259.The modeled gravity was interpolated from observed gravity values.
 CP3259
 CP3259;                    North         East    Units  Estimated Accuracy
 CP3259;SPC LA N     -   273,320.    1,060,150.      MT  (+/- 180 meters Scaled)
 CP3259
 CP3259                          SUPERSEDED SURVEY CONTROL
 CP3259
 CP3259.No superseded survey control is available for this station.
 CP3259
 CP3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS068478(NAD 83)
 CP3259_MARKER: DD = SURVEY DISK
 CP3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3259_SP_SET: CONCTETE POST
 CP3259_STAMPING: 34 V 26 1986
 CP3259_MARK LOGO: LADTD 
 CP3259_PROJECTION: RECESSED 5 CENTIMETERS
 CP3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3259+STABILITY: SURFACE MOTION
 CP3259
 CP3259  HISTORY     - Date     Condition        Report By
 CP3259  HISTORY     - 1986     MONUMENTED       LADTD
 CP3259
 CP3259                          STATION DESCRIPTION
 CP3259
 CP3259'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3259'22.2 KM (13.8 MI) NORTH FROM BASTROP.
 CP3259'22.2 KM (13.8 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3259'BASTROP TO THE BENCH MARK ON THE EAST SIDE OF THE HIGHWAY JUST NORTH
 CP3259'OF A TEXAS GAS PIPELINE, 23.3 METERS (76.5 FEET) NORTH FROM A TEXAS
 CP3259'GAS PIPELINE VENT, 11.4 METERS (37.5 FEET) EAST OF THE CENTER OF THE
 CP3259'HIGHWAY AND 1.1 METERS (3.5 FEET) WEST OF A CHAIN LINK FENCE.
 CP3259'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 CP3259'THE MARK IS 1.22 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3260 ***********************************************************************
 CP3260  DESIGNATION -  34 V 27
 CP3260  PID         -  CP3260
 CP3260  STATE/COUNTY-  LA/MOREHOUSE
 CP3260  USGS QUAD   -  TWIN OAKS (1988)
 CP3260
 CP3260                         *CURRENT SURVEY CONTROL
 CP3260  ___________________________________________________________________
 CP3260* NAD 83(1986)-  32 56 46.     (N)    091 51 11.     (W)     SCALED    
 CP3260* NAVD 88     -        46.934  (meters)     153.98   (feet)  ADJUSTED  
 CP3260  ___________________________________________________________________
 CP3260  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3260  DYNAMIC HT  -          46.883 (meters)     153.82  (feet)  COMP
 CP3260  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 CP3260
 CP3260  VERT ORDER  -  SECOND    CLASS I
 CP3260
 CP3260.The horizontal coordinates were scaled from a topographic map and have
 CP3260.an estimated accuracy of +/- 6 seconds.
 CP3260
 CP3260.The orthometric height was determined by differential leveling
 CP3260.and adjusted by the National Geodetic Survey in June 1991..
 CP3260
 CP3260.The geoid height was determined by GEOID03.
 CP3260
 CP3260.The dynamic height is computed by dividing the NAVD 88
 CP3260.geopotential number by the normal gravity value computed on the
 CP3260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3260.degrees latitude (g = 980.6199 gals.).
 CP3260
 CP3260.The modeled gravity was interpolated from observed gravity values.
 CP3260
 CP3260;                    North         East    Units  Estimated Accuracy
 CP3260;SPC LA N     -   271,410.    1,060,500.      MT  (+/- 180 meters Scaled)
 CP3260
 CP3260                          SUPERSEDED SURVEY CONTROL
 CP3260
 CP3260.No superseded survey control is available for this station.
 CP3260
 CP3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS072458(NAD 83)
 CP3260_MARKER: DD = SURVEY DISK
 CP3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3260_SP_SET: CONCRETE POST
 CP3260_STAMPING: 34 V 27 1986
 CP3260_MARK LOGO: LADTD 
 CP3260_PROJECTION: RECESSED 3 CENTIMETERS
 CP3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3260+STABILITY: SURFACE MOTION
 CP3260
 CP3260  HISTORY     - Date     Condition        Report By
 CP3260  HISTORY     - 1986     MONUMENTED       LADTD
 CP3260
 CP3260                          STATION DESCRIPTION
 CP3260
 CP3260'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3260'20.4 KM (12.7 MI) NORTH FROM BASTROP.
 CP3260'20.4 KM (12.7 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3260'BASTROP TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY SET NEAR
 CP3260'THE RESIDENCE OF DON KILCREASE, 20.3 METERS (66.5 FEET) NORTHEAST OF
 CP3260'A YELLOW FRAME HOUSE OWNED BY DON KILCREASE, 15.4 METERS (50.5 FEET)
 CP3260'WEST OF THE CENTER OF THE HIGHWAY AND 2.6 METERS (8.5 FEET) WEST-
 CP3260'SOUTHWEST OF A 40-INCH TWIN CEDAR TREE.  WIRE FENCE.
 CP3260'THE MARK IS 1.52 METERS  S FROM A WITNESS POST.
 CP3260'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3263 ***********************************************************************
 CP3263  DESIGNATION -  34 V 28
 CP3263  PID         -  CP3263
 CP3263  STATE/COUNTY-  LA/MOREHOUSE
 CP3263  USGS QUAD   -  TWIN OAKS (1988)
 CP3263
 CP3263                         *CURRENT SURVEY CONTROL
 CP3263  ___________________________________________________________________
 CP3263* NAD 83(1986)-  32 54 39.     (N)    091 51 36.     (W)     SCALED    
 CP3263* NAVD 88     -        39.937  (meters)     131.03   (feet)  ADJUSTED  
 CP3263  ___________________________________________________________________
 CP3263  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3263  DYNAMIC HT  -          39.893 (meters)     130.88  (feet)  COMP
 CP3263  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 CP3263
 CP3263  VERT ORDER  -  SECOND    CLASS I
 CP3263
 CP3263.The horizontal coordinates were scaled from a topographic map and have
 CP3263.an estimated accuracy of +/- 6 seconds.
 CP3263
 CP3263.The orthometric height was determined by differential leveling
 CP3263.and adjusted by the National Geodetic Survey in June 1991..
 CP3263
 CP3263.The geoid height was determined by GEOID03.
 CP3263
 CP3263.The dynamic height is computed by dividing the NAVD 88
 CP3263.geopotential number by the normal gravity value computed on the
 CP3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3263.degrees latitude (g = 980.6199 gals.).
 CP3263
 CP3263.The modeled gravity was interpolated from observed gravity values.
 CP3263
 CP3263;                    North         East    Units  Estimated Accuracy
 CP3263;SPC LA N     -   267,490.    1,059,870.      MT  (+/- 180 meters Scaled)
 CP3263
 CP3263                          SUPERSEDED SURVEY CONTROL
 CP3263
 CP3263.No superseded survey control is available for this station.
 CP3263
 CP3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS066419(NAD 83)
 CP3263_MARKER: DD = SURVEY DISK
 CP3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3263_SP_SET: CONCRETE POST
 CP3263_STAMPING: 34 V 28 1986
 CP3263_MARK LOGO: LADTD 
 CP3263_PROJECTION: RECESSED 3 CENTIMETERS
 CP3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3263+STABILITY: SURFACE MOTION
 CP3263
 CP3263  HISTORY     - Date     Condition        Report By
 CP3263  HISTORY     - 1986     MONUMENTED       LADTD
 CP3263
 CP3263                          STATION DESCRIPTION
 CP3263
 CP3263'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3263'16.4 KM (10.2 MI) NORTH FROM BASTROP.
 CP3263'16.4 KM (10.2 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3263'BASTROP TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY NEAR A WOOD
 CP3263'FRAME HOUSE OWNED BY LARRY BURNETT SET NEAR A CHAIN LINK FENCE, 23.9
 CP3263'METERS (78.5 FEET) NORTH-NORTHWEST OF A RIGHT-OF-WAY MARKER, 21.6
 CP3263'METERS (71 FEET) WEST OF THE CENTER OF THE HIGHWAY, 15.1 METERS (49.5
 CP3263'FEET) SOUTH OF A 6-INCH MAGNOLIA TREE AND 0.5 METERS (1.5 FEET) EAST
 CP3263'OF A CHAIN LINK FENCE.
 CP3263'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP3263'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3265 ***********************************************************************
 CP3265  DESIGNATION -  34 V 29
 CP3265  PID         -  CP3265
 CP3265  STATE/COUNTY-  LA/MOREHOUSE
 CP3265  USGS QUAD   -  TWIN OAKS (1988)
 CP3265
 CP3265                         *CURRENT SURVEY CONTROL
 CP3265  ___________________________________________________________________
 CP3265* NAD 83(1986)-  32 53 18.     (N)    091 51 44.     (W)     SCALED    
 CP3265* NAVD 88     -        28.970  (meters)      95.05   (feet)  ADJUSTED  
 CP3265  ___________________________________________________________________
 CP3265  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3265  DYNAMIC HT  -          28.939 (meters)      94.94  (feet)  COMP
 CP3265  MODELED GRAV-     979,557.9   (mgal)                       NAVD 88
 CP3265
 CP3265  VERT ORDER  -  SECOND    CLASS I
 CP3265
 CP3265.The horizontal coordinates were scaled from a topographic map and have
 CP3265.an estimated accuracy of +/- 6 seconds.
 CP3265
 CP3265.The orthometric height was determined by differential leveling
 CP3265.and adjusted by the National Geodetic Survey in June 1991..
 CP3265
 CP3265.The geoid height was determined by GEOID03.
 CP3265
 CP3265.The dynamic height is computed by dividing the NAVD 88
 CP3265.geopotential number by the normal gravity value computed on the
 CP3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3265.degrees latitude (g = 980.6199 gals.).
 CP3265
 CP3265.The modeled gravity was interpolated from observed gravity values.
 CP3265
 CP3265;                    North         East    Units  Estimated Accuracy
 CP3265;SPC LA N     -   265,000.    1,059,680.      MT  (+/- 180 meters Scaled)
 CP3265
 CP3265                          SUPERSEDED SURVEY CONTROL
 CP3265
 CP3265.No superseded survey control is available for this station.
 CP3265
 CP3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS064394(NAD 83)
 CP3265_MARKER: DD = SURVEY DISK
 CP3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3265_SP_SET: CONCRETE POST
 CP3265_STAMPING: 34 V 29 1986
 CP3265_MARK LOGO: LADTD 
 CP3265_PROJECTION: RECESSED 3 CENTIMETERS
 CP3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3265+STABILITY: SURFACE MOTION
 CP3265
 CP3265  HISTORY     - Date     Condition        Report By
 CP3265  HISTORY     - 1986     MONUMENTED       LADTD
 CP3265
 CP3265                          STATION DESCRIPTION
 CP3265
 CP3265'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3265'13.8 KM (8.6 MI) NORTH FROM BASTROP.
 CP3265'13.8 KM (8.6 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3265'BASTROP TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY SET NEAR A
 CP3265'WHITE WOOD FRAME HOUSE WITH YELLOW TRIM, 32.2 METERS (106 FEET) WEST
 CP3265'OF THE CENTER OF THE HIGHWAY, 12.8 METERS (42 FEET) WEST-SOUTHWEST OF
 CP3265'A TELEPHONE REPAIR BOX, 7.2 METERS (23.5 FEET) SOUTH-SOUTHEAST FROM
 CP3265'THE SOUTHEAST CORNER OF A WHITE WOOD FRAME HOUSE, 6.3 METERS (20.5
 CP3265'FEET) SOUTHWEST OF A 24-INCH PECAN TREE AND 0.6 METERS (2 FEET) SOUTH
 CP3265'OF A SILVER PIPE FENCE.
 CP3265'THE MARK IS 1.98 METERS  E FROM A WITNESS POST.
 CP3265'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3232 ***********************************************************************
 CP3232  DESIGNATION -  34 V 3
 CP3232  PID         -  CP3232
 CP3232  STATE/COUNTY-  LA/MOREHOUSE
 CP3232  USGS QUAD   -  FISKE (1988)
 CP3232
 CP3232                         *CURRENT SURVEY CONTROL
 CP3232  ___________________________________________________________________
 CP3232* NAD 83(1986)-  32 58 27.     (N)    091 28 34.     (W)     SCALED    
 CP3232* NAVD 88     -        30.144  (meters)      98.90   (feet)  ADJUSTED  
 CP3232  ___________________________________________________________________
 CP3232  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3232  DYNAMIC HT  -          30.111 (meters)      98.79  (feet)  COMP
 CP3232  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 CP3232
 CP3232  VERT ORDER  -  SECOND    CLASS II
 CP3232
 CP3232.The horizontal coordinates were scaled from a topographic map and have
 CP3232.an estimated accuracy of +/- 6 seconds.
 CP3232
 CP3232.The orthometric height was determined by differential leveling
 CP3232.and adjusted by the National Geodetic Survey in June 1991..
 CP3232
 CP3232.The geoid height was determined by GEOID03.
 CP3232
 CP3232.The dynamic height is computed by dividing the NAVD 88
 CP3232.geopotential number by the normal gravity value computed on the
 CP3232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3232.degrees latitude (g = 980.6199 gals.).
 CP3232
 CP3232.The modeled gravity was interpolated from observed gravity values.
 CP3232
 CP3232;                    North         East    Units  Estimated Accuracy
 CP3232;SPC LA N     -   274,790.    1,095,720.      MT  (+/- 180 meters Scaled)
 CP3232
 CP3232                          SUPERSEDED SURVEY CONTROL
 CP3232
 CP3232.No superseded survey control is available for this station.
 CP3232
 CP3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS424494(NAD 83)
 CP3232_MARKER: DD = SURVEY DISK
 CP3232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3232_SP_SET: WINGWALL
 CP3232_STAMPING: 34 V 3 1986
 CP3232_MARK LOGO: LADTD 
 CP3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3232+STABILITY: SURFACE MOTION
 CP3232
 CP3232  HISTORY     - Date     Condition        Report By
 CP3232  HISTORY     - 1986     MONUMENTED       LADTD
 CP3232
 CP3232                          STATION DESCRIPTION
 CP3232
 CP3232'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3232'16.4 KM (10.2 MI) WEST FROM KILBOURNE.
 CP3232'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3232'STATE HIGHWAYS 585 AND 17 KN KILBOURNE TO THE JUNCTION OF STATE
 CP3232'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR 3.8
 CP3232'KM (2.4 MI) TO THE BENCH MARK SET ON THE NORTH SIDE OF THE HIGHWAY IN
 CP3232'THE WINGWALL OF A BRIDGE NUMBERED 8340709871, 12.8 METERS (42 FEET)
 CP3232'WEST OF A FIELD ROAD, 7.8 METERS (25.5 FEET) SOUTH-SOUTHWEST FROM A
 CP3232'POWER POLE AND ROUND TELEPHONE REPAIR BOX AND 5.3 METERS (17.5 FEET)
 CP3232'NORTH OF THE CENTER OF STATE HIGHWAY 835.
 CP3232'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP3232'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3269 ***********************************************************************
 CP3269  DESIGNATION -  34 V 30
 CP3269  PID         -  CP3269
 CP3269  STATE/COUNTY-  LA/MOREHOUSE
 CP3269  USGS QUAD   -  BASTROP (1994)
 CP3269
 CP3269                         *CURRENT SURVEY CONTROL
 CP3269  ___________________________________________________________________
 CP3269* NAD 83(1986)-  32 50 48.     (N)    091 52 34.     (W)     SCALED    
 CP3269* NAVD 88     -        35.772  (meters)     117.36   (feet)  ADJUSTED  
 CP3269  ___________________________________________________________________
 CP3269  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3269  DYNAMIC HT  -          35.733 (meters)     117.23  (feet)  COMP
 CP3269  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 CP3269
 CP3269  VERT ORDER  -  SECOND    CLASS I
 CP3269
 CP3269.The horizontal coordinates were scaled from a topographic map and have
 CP3269.an estimated accuracy of +/- 6 seconds.
 CP3269
 CP3269.The orthometric height was determined by differential leveling
 CP3269.and adjusted by the National Geodetic Survey in June 1991..
 CP3269
 CP3269.The geoid height was determined by GEOID03.
 CP3269
 CP3269.The dynamic height is computed by dividing the NAVD 88
 CP3269.geopotential number by the normal gravity value computed on the
 CP3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3269.degrees latitude (g = 980.6199 gals.).
 CP3269
 CP3269.The modeled gravity was interpolated from observed gravity values.
 CP3269
 CP3269;                    North         East    Units  Estimated Accuracy
 CP3269;SPC LA N     -   260,370.    1,058,410.      MT  (+/- 180 meters Scaled)
 CP3269
 CP3269                          SUPERSEDED SURVEY CONTROL
 CP3269
 CP3269.No superseded survey control is available for this station.
 CP3269
 CP3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS051348(NAD 83)
 CP3269_MARKER: DD = SURVEY DISK
 CP3269_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3269_SP_SET: HEADWALL
 CP3269_STAMPING: 34 V 30 1986
 CP3269_MARK LOGO: LADTD 
 CP3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3269+STABILITY: SURFACE MOTION
 CP3269
 CP3269  HISTORY     - Date     Condition        Report By
 CP3269  HISTORY     - 1986     MONUMENTED       LADTD
 CP3269
 CP3269                          STATION DESCRIPTION
 CP3269
 CP3269'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3269'8.7 KM (5.4 MI) NORTH FROM BASTROP.
 CP3269'8.7 KM (5.4 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3269'BASTROP TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY SET IN A
 CP3269'HEADWALL, 11.9 METERS (39 FEET) SOUTH OF TELEPHONE POLE NUMBER 90,
 CP3269'8.08 METERS (26.5 FEET) NORTHEAST OF A SQUARE TELEPHONE REPAIR BOX,
 CP3269'4.6 METERS (15 FEET) SOUTH OF THE NORTH END OF THE HEADWALL AND 7.6
 CP3269'METERS (25 FEET) WEST OF THE CENTER OF THE HIGHWAY.
 CP3269'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3270 ***********************************************************************
 CP3270  DESIGNATION -  34 V 31
 CP3270  PID         -  CP3270
 CP3270  STATE/COUNTY-  LA/MOREHOUSE
 CP3270  USGS QUAD   -  BASTROP (1994)
 CP3270
 CP3270                         *CURRENT SURVEY CONTROL
 CP3270  ___________________________________________________________________
 CP3270* NAD 83(1986)-  32 50 00.     (N)    091 52 42.     (W)     SCALED    
 CP3270* NAVD 88     -        35.271  (meters)     115.72   (feet)  ADJUSTED  
 CP3270  ___________________________________________________________________
 CP3270  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3270  DYNAMIC HT  -          35.232 (meters)     115.59  (feet)  COMP
 CP3270  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 CP3270
 CP3270  VERT ORDER  -  SECOND    CLASS I
 CP3270
 CP3270.The horizontal coordinates were scaled from a topographic map and have
 CP3270.an estimated accuracy of +/- 6 seconds.
 CP3270
 CP3270.The orthometric height was determined by differential leveling
 CP3270.and adjusted by the National Geodetic Survey in June 1991..
 CP3270
 CP3270.The geoid height was determined by GEOID03.
 CP3270
 CP3270.The dynamic height is computed by dividing the NAVD 88
 CP3270.geopotential number by the normal gravity value computed on the
 CP3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3270.degrees latitude (g = 980.6199 gals.).
 CP3270
 CP3270.The modeled gravity was interpolated from observed gravity values.
 CP3270
 CP3270;                    North         East    Units  Estimated Accuracy
 CP3270;SPC LA N     -   258,890.    1,058,210.      MT  (+/- 180 meters Scaled)
 CP3270
 CP3270                          SUPERSEDED SURVEY CONTROL
 CP3270
 CP3270.No superseded survey control is available for this station.
 CP3270
 CP3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS049333(NAD 83)
 CP3270_MARKER: DD = SURVEY DISK
 CP3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3270_SP_SET: CONCRETE POST
 CP3270_STAMPING: 34 V 31 1986
 CP3270_MARK LOGO: LADTD 
 CP3270_PROJECTION: RECESSED 3 CENTIMETERS
 CP3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3270+STABILITY: SURFACE MOTION
 CP3270
 CP3270  HISTORY     - Date     Condition        Report By
 CP3270  HISTORY     - 1986     MONUMENTED       LADTD
 CP3270
 CP3270                          STATION DESCRIPTION
 CP3270
 CP3270'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3270'6.9 KM (4.3 MI) NORTH FROM BASTROP.
 CP3270'6.9 KM (4.3 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 CP3270'BASTROP TO THE BENCH MARK ON THE EAST SIDE OF THE HIGHWAY SET NEAR A
 CP3270'TEXACO SERVICE STATION, 18 METERS (59 FEET) SOUTHWEST OF THE
 CP3270'SOUTHWEST CORNER OF THE SERVICE STATION, 15.5 METERS (51 FEET)
 CP3270'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 8.8 METERS (29 FEET) WEST-
 CP3270'NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND 1.2 METERS (4 FEET)
 CP3270'NORTHEAST OF A BARBED WIRE FENCE CORNER.
 CP3270'THE MARK IS 1.52 METERS  NE FROM A WITNESS POST.
 CP3270'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3278 ***********************************************************************
 CP3278  DESIGNATION -  34 V 32
 CP3278  PID         -  CP3278
 CP3278  STATE/COUNTY-  LA/MOREHOUSE
 CP3278  USGS QUAD   -  BASTROP (1994)
 CP3278
 CP3278                         *CURRENT SURVEY CONTROL
 CP3278  ___________________________________________________________________
 CP3278* NAD 83(1986)-  32 46 29.     (N)    091 56 12.     (W)     SCALED    
 CP3278* NAVD 88     -        34.853  (meters)     114.35   (feet)  ADJUSTED  
 CP3278  ___________________________________________________________________
 CP3278  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3278  DYNAMIC HT  -          34.815 (meters)     114.22  (feet)  COMP
 CP3278  MODELED GRAV-     979,549.9   (mgal)                       NAVD 88
 CP3278
 CP3278  VERT ORDER  -  SECOND    CLASS I
 CP3278
 CP3278.The horizontal coordinates were scaled from a topographic map and have
 CP3278.an estimated accuracy of +/- 6 seconds.
 CP3278
 CP3278.The orthometric height was determined by differential leveling
 CP3278.and adjusted by the National Geodetic Survey in June 1991..
 CP3278
 CP3278.The geoid height was determined by GEOID03.
 CP3278
 CP3278.The dynamic height is computed by dividing the NAVD 88
 CP3278.geopotential number by the normal gravity value computed on the
 CP3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3278.degrees latitude (g = 980.6199 gals.).
 CP3278
 CP3278.The modeled gravity was interpolated from observed gravity values.
 CP3278
 CP3278;                    North         East    Units  Estimated Accuracy
 CP3278;SPC LA N     -   252,360.    1,052,780.      MT  (+/- 180 meters Scaled)
 CP3278
 CP3278                          SUPERSEDED SURVEY CONTROL
 CP3278
 CP3278.No superseded survey control is available for this station.
 CP3278
 CP3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS995268(NAD 83)
 CP3278_MARKER: DD = SURVEY DISK
 CP3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3278_SP_SET: CONCRETE POST
 CP3278_STAMPING: 34V32 1986
 CP3278_MARK LOGO: LADTD 
 CP3278_PROJECTION: RECESSED 3 CENTIMETERS
 CP3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3278+STABILITY: SURFACE MOTION
 CP3278
 CP3278  HISTORY     - Date     Condition        Report By
 CP3278  HISTORY     - 1986     MONUMENTED       LADTD
 CP3278
 CP3278                          STATION DESCRIPTION
 CP3278
 CP3278'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3278'2.2 KM (1.35 MI) WEST FROM BASTROP.
 CP3278'2.2 KM (1.35 MI) WEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CP3278'BASTROP TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY JUST EAST OF
 CP3278'WILLAIMS DRIVE, 24.4 METERS (80 FEET) NORTH OF THE CENTERLINE OF U S
 CP3278'HIGHWAY 165 (MADISON STREET), 12.3 METERS (40.5 FEET) NORTH-
 CP3278'NORTHWEST OF A FIRE PLUG, 10.8 METERS (35.5 FEET) EAST OF THE
 CP3278'CENTERLINE OF WILLAIMS DRIVE AND 4.1 METERS (13.5 FEET) NORTHEAST OF
 CP3278'A TELEPHONE JUNCTION BOX.
 CP3278'THE MARK IS 0.61 METERS  ENE FROM A WITNESS POST.
 CP3278'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3279 ***********************************************************************
 CP3279  DESIGNATION -  34 V 33
 CP3279  PID         -  CP3279
 CP3279  STATE/COUNTY-  LA/MOREHOUSE
 CP3279  USGS QUAD   -  BASTROP (1994)
 CP3279
 CP3279                         *CURRENT SURVEY CONTROL
 CP3279  ___________________________________________________________________
 CP3279* NAD 83(1986)-  32 46 34.     (N)    091 56 55.     (W)     SCALED    
 CP3279* NAVD 88     -        27.413  (meters)      89.94   (feet)  ADJUSTED  
 CP3279  ___________________________________________________________________
 CP3279  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3279  DYNAMIC HT  -          27.383 (meters)      89.84  (feet)  COMP
 CP3279  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 CP3279
 CP3279  VERT ORDER  -  SECOND    CLASS I
 CP3279
 CP3279.The horizontal coordinates were scaled from a topographic map and have
 CP3279.an estimated accuracy of +/- 6 seconds.
 CP3279
 CP3279.The orthometric height was determined by differential leveling
 CP3279.and adjusted by the National Geodetic Survey in June 1991..
 CP3279
 CP3279.The geoid height was determined by GEOID03.
 CP3279
 CP3279.The dynamic height is computed by dividing the NAVD 88
 CP3279.geopotential number by the normal gravity value computed on the
 CP3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3279.degrees latitude (g = 980.6199 gals.).
 CP3279
 CP3279.The modeled gravity was interpolated from observed gravity values.
 CP3279
 CP3279;                    North         East    Units  Estimated Accuracy
 CP3279;SPC LA N     -   252,510.    1,051,660.      MT  (+/- 180 meters Scaled)
 CP3279
 CP3279                          SUPERSEDED SURVEY CONTROL
 CP3279
 CP3279.No superseded survey control is available for this station.
 CP3279
 CP3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS984269(NAD 83)
 CP3279_MARKER: DD = SURVEY DISK
 CP3279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3279_SP_SET: WINGWALL
 CP3279_STAMPING: 34V33 1986
 CP3279_MARK LOGO: LADTD 
 CP3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3279+STABILITY: SURFACE MOTION
 CP3279
 CP3279  HISTORY     - Date     Condition        Report By
 CP3279  HISTORY     - 1986     MONUMENTED       LADTD
 CP3279
 CP3279                          STATION DESCRIPTION
 CP3279
 CP3279'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3279'3.3 KM (2.1 MI) WEST FROM BASTROP.
 CP3279'3.3 KM (2.1 MI) WEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CP3279'BASTROP TO THE BENCH MARK SET ON THE NORTH SIDE OF THE HIGHWAY IN A
 CP3279'BRIDGE WINGWALL, 52.4 METERS (172 FEET) WEST OF A POWER POLE, 11.6
 CP3279'METERS (38 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.61
 CP3279'METER (2 FEET) NORTH-NORTHWEST FROM THE NORTH END OF THE WEST
 CP3279'WINGWALL.
 CP3279'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 CP3279'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3280 ***********************************************************************
 CP3280  DESIGNATION -  34 V 34
 CP3280  PID         -  CP3280
 CP3280  STATE/COUNTY-  LA/MOREHOUSE
 CP3280  USGS QUAD   -  BASTROP (1994)
 CP3280
 CP3280                         *CURRENT SURVEY CONTROL
 CP3280  ___________________________________________________________________
 CP3280* NAD 83(1986)-  32 45 50.     (N)    091 57 15.     (W)     SCALED    
 CP3280* NAVD 88     -        27.098  (meters)      88.90   (feet)  ADJUSTED  
 CP3280  ___________________________________________________________________
 CP3280  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3280  DYNAMIC HT  -          27.068 (meters)      88.81  (feet)  COMP
 CP3280  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 CP3280
 CP3280  VERT ORDER  -  SECOND    CLASS I
 CP3280
 CP3280.The horizontal coordinates were scaled from a topographic map and have
 CP3280.an estimated accuracy of +/- 6 seconds.
 CP3280
 CP3280.The orthometric height was determined by differential leveling
 CP3280.and adjusted by the National Geodetic Survey in June 1991..
 CP3280
 CP3280.The geoid height was determined by GEOID03.
 CP3280
 CP3280.The dynamic height is computed by dividing the NAVD 88
 CP3280.geopotential number by the normal gravity value computed on the
 CP3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3280.degrees latitude (g = 980.6199 gals.).
 CP3280
 CP3280.The modeled gravity was interpolated from observed gravity values.
 CP3280
 CP3280;                    North         East    Units  Estimated Accuracy
 CP3280;SPC LA N     -   251,150.    1,051,150.      MT  (+/- 180 meters Scaled)
 CP3280
 CP3280                          SUPERSEDED SURVEY CONTROL
 CP3280
 CP3280.No superseded survey control is available for this station.
 CP3280
 CP3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS979255(NAD 83)
 CP3280_MARKER: DD = SURVEY DISK
 CP3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3280_SP_SET: CONCRETE POST
 CP3280_STAMPING: 34V34 1986
 CP3280_MARK LOGO: LADTD 
 CP3280_PROJECTION: RECESSED 3 CENTIMETERS
 CP3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3280+STABILITY: SURFACE MOTION
 CP3280
 CP3280  HISTORY     - Date     Condition        Report By
 CP3280  HISTORY     - 1986     MONUMENTED       LADTD
 CP3280
 CP3280                          STATION DESCRIPTION
 CP3280
 CP3280'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3280'4.8 KM (3 MI) SW FROM BASTROP.
 CP3280'4.8 KM (3 MI) SOUTHWEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CP3280'BASTROP TO THE MARK ON THE EAST SIDE OF THE NORTH BOUND LANE, 19.5
 CP3280'METERS (64 FEET) EAST OF THE NORTH BOUND LANE CENTERLINE, 7.9 METERS
 CP3280'(26 FEET) SOUTH OF A GRAVEL DRIVE LEADING TO A BRICK HOUSE, 5.6
 CP3280'METERS (18.5 FEET) EAST OF THE SOUTH END OF A CORRUGATED METAL
 CP3280'CULVERT AND 0.61 METER (2 FEET) WEST OF A NET AND BARBED WIRE FENCE.
 CP3280'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 CP3280'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3281 ***********************************************************************
 CP3281  DESIGNATION -  34 V 35
 CP3281  PID         -  CP3281
 CP3281  STATE/COUNTY-  LA/MOREHOUSE
 CP3281  USGS QUAD   -  BASTROP (1994)
 CP3281
 CP3281                         *CURRENT SURVEY CONTROL
 CP3281  ___________________________________________________________________
 CP3281* NAD 83(1986)-  32 45 12.     (N)    091 57 47.     (W)     SCALED    
 CP3281* NAVD 88     -        26.803  (meters)      87.94   (feet)  ADJUSTED  
 CP3281  ___________________________________________________________________
 CP3281  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3281  DYNAMIC HT  -          26.774 (meters)      87.84  (feet)  COMP
 CP3281  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 CP3281
 CP3281  VERT ORDER  -  SECOND    CLASS I
 CP3281
 CP3281.The horizontal coordinates were scaled from a topographic map and have
 CP3281.an estimated accuracy of +/- 6 seconds.
 CP3281
 CP3281.The orthometric height was determined by differential leveling
 CP3281.and adjusted by the National Geodetic Survey in June 1991..
 CP3281
 CP3281.The geoid height was determined by GEOID03.
 CP3281
 CP3281.The dynamic height is computed by dividing the NAVD 88
 CP3281.geopotential number by the normal gravity value computed on the
 CP3281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3281.degrees latitude (g = 980.6199 gals.).
 CP3281
 CP3281.The modeled gravity was interpolated from observed gravity values.
 CP3281
 CP3281;                    North         East    Units  Estimated Accuracy
 CP3281;SPC LA N     -   249,970.    1,050,320.      MT  (+/- 180 meters Scaled)
 CP3281
 CP3281                          SUPERSEDED SURVEY CONTROL
 CP3281
 CP3281.No superseded survey control is available for this station.
 CP3281
 CP3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS971244(NAD 83)
 CP3281_MARKER: DD = SURVEY DISK
 CP3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3281_SP_SET: CONCRETE POST
 CP3281_STAMPING: 34V35 1986
 CP3281_MARK LOGO: LADTD 
 CP3281_PROJECTION: RECESSED 3 CENTIMETERS
 CP3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3281+STABILITY: SURFACE MOTION
 CP3281
 CP3281  HISTORY     - Date     Condition        Report By
 CP3281  HISTORY     - 1986     MONUMENTED       LADTD
 CP3281
 CP3281                          STATION DESCRIPTION
 CP3281
 CP3281'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3281'6.4 KM (4 MI) SW FROM BASTROP.
 CP3281'6.4 KM (4 MI) SOUTHWEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CP3281'BASTROP TO THE MARK EAST OF THE NORTH BOUND LANE, 21.8 METERS (71.5
 CP3281'FEET) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE, 4.6 METERS
 CP3281'(15 FEET) SOUTHWEST OF A TELEPHONE JUNCTION BOX, 1.7 METERS (5.5
 CP3281'FEET) NORTH OF A POWER POLE WITH 2 GUYWIRES AND 0.46 METER (1.5 FEET)
 CP3281'NORTHWEST OF A NET AND BARBED WIRE FENCE.
 CP3281'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 CP3281'THE MARK IS 1.83 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3282 ***********************************************************************
 CP3282  DESIGNATION -  34 V 36
 CP3282  PID         -  CP3282
 CP3282  STATE/COUNTY-  LA/MOREHOUSE
 CP3282  USGS QUAD   -  COLLINSTON WEST (1994)
 CP3282
 CP3282                         *CURRENT SURVEY CONTROL
 CP3282  ___________________________________________________________________
 CP3282* NAD 83(1986)-  32 44 55.     (N)    091 58 22.     (W)     SCALED    
 CP3282* NAVD 88     -        26.858  (meters)      88.12   (feet)  ADJUSTED  
 CP3282  ___________________________________________________________________
 CP3282  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3282  DYNAMIC HT  -          26.829 (meters)      88.02  (feet)  COMP
 CP3282  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 CP3282
 CP3282  VERT ORDER  -  SECOND    CLASS I
 CP3282
 CP3282.The horizontal coordinates were scaled from a topographic map and have
 CP3282.an estimated accuracy of +/- 6 seconds.
 CP3282
 CP3282.The orthometric height was determined by differential leveling
 CP3282.and adjusted by the National Geodetic Survey in June 1991..
 CP3282
 CP3282.The geoid height was determined by GEOID03.
 CP3282
 CP3282.The dynamic height is computed by dividing the NAVD 88
 CP3282.geopotential number by the normal gravity value computed on the
 CP3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3282.degrees latitude (g = 980.6199 gals.).
 CP3282
 CP3282.The modeled gravity was interpolated from observed gravity values.
 CP3282
 CP3282;                    North         East    Units  Estimated Accuracy
 CP3282;SPC LA N     -   249,450.    1,049,410.      MT  (+/- 180 meters Scaled)
 CP3282
 CP3282                          SUPERSEDED SURVEY CONTROL
 CP3282
 CP3282.No superseded survey control is available for this station.
 CP3282
 CP3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS962238(NAD 83)
 CP3282_MARKER: DD = SURVEY DISK
 CP3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3282_SP_SET: CONCRETE POST
 CP3282_STAMPING: 34V36 1986
 CP3282_MARK LOGO: LADTD 
 CP3282_PROJECTION: RECESSED 3 CENTIMETERS
 CP3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3282+STABILITY: SURFACE MOTION
 CP3282
 CP3282  HISTORY     - Date     Condition        Report By
 CP3282  HISTORY     - 1986     MONUMENTED       LADTD
 CP3282
 CP3282                          STATION DESCRIPTION
 CP3282
 CP3282'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3282'7.7 KM (4.8 MI) SW FROM BASTROP.
 CP3282'7.7 KM (4.8 MI) SOUTHWEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CP3282'BASTROP TO THE MARK ON THE EAST SIDE OF THE NORTH BOUND LANE, 15.9
 CP3282'METERS (52 FEET) SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE, 6.7
 CP3282'METERS (22 FEET) NORTHEAST OF THE CENTER OF A DOUBLE METAL GATE AND
 CP3282'0.61 METERS (2 FEET) NORTHWEST OF A CONBINATION NET AND BARBED WIRE
 CP3282'FENCE.
 CP3282'THE MARK IS 0.50 METERS  NW FROM A WITNESS POST.
 CP3282'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3283 ***********************************************************************
 CP3283  DESIGNATION -  34 V 37
 CP3283  PID         -  CP3283
 CP3283  STATE/COUNTY-  LA/MOREHOUSE
 CP3283  USGS QUAD   -  COLLINSTON WEST (1994)
 CP3283
 CP3283                         *CURRENT SURVEY CONTROL
 CP3283  ___________________________________________________________________
 CP3283* NAD 83(1986)-  32 44 26.     (N)    091 59 14.     (W)     SCALED    
 CP3283* NAVD 88     -        22.962  (meters)      75.33   (feet)  ADJUSTED  
 CP3283  ___________________________________________________________________
 CP3283  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3283  DYNAMIC HT  -          22.937 (meters)      75.25  (feet)  COMP
 CP3283  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CP3283
 CP3283  VERT ORDER  -  SECOND    CLASS I
 CP3283
 CP3283.The horizontal coordinates were scaled from a topographic map and have
 CP3283.an estimated accuracy of +/- 6 seconds.
 CP3283
 CP3283.The orthometric height was determined by differential leveling
 CP3283.and adjusted by the National Geodetic Survey in June 1991..
 CP3283
 CP3283.The geoid height was determined by GEOID03.
 CP3283
 CP3283.The dynamic height is computed by dividing the NAVD 88
 CP3283.geopotential number by the normal gravity value computed on the
 CP3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3283.degrees latitude (g = 980.6199 gals.).
 CP3283
 CP3283.The modeled gravity was interpolated from observed gravity values.
 CP3283
 CP3283;                    North         East    Units  Estimated Accuracy
 CP3283;SPC LA N     -   248,550.    1,048,060.      MT  (+/- 180 meters Scaled)
 CP3283
 CP3283                          SUPERSEDED SURVEY CONTROL
 CP3283
 CP3283.No superseded survey control is available for this station.
 CP3283
 CP3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS948229(NAD 83)
 CP3283_MARKER: DD = SURVEY DISK
 CP3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3283_SP_SET: CONCRETE POST
 CP3283_STAMPING: 34V37 1986
 CP3283_MARK LOGO: LADTD 
 CP3283_PROJECTION: RECESSED 3 CENTIMETERS
 CP3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3283+STABILITY: SURFACE MOTION
 CP3283
 CP3283  HISTORY     - Date     Condition        Report By
 CP3283  HISTORY     - 1986     MONUMENTED       LADTD
 CP3283
 CP3283                          STATION DESCRIPTION
 CP3283
 CP3283'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3283'9.3 KM (5.8 MI) SW FROM BASTROP.
 CP3283'9.3 KM (5.8 MI) SOUTHWEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CP3283'BASTROP TO THE BENCH MARK ON THE EAST SIDE OF THE NORTH BOUNE LANE,
 CP3283'15 METERS (49 FEET) SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE
 CP3283'OF THE HIGHWAY, 1.5 METERS (5 FEET) NORTHWEST OF A 5-STRAND BARBED
 CP3283'WIRE FENCE AND 1.1 METERS (3.5 FEET) NORTHEAST OF A RIGHT-OF-WAY
 CP3283'MARKER.
 CP3283'THE MARK IS 1.35 METERS  NW FROM A WITNESS POST.
 CP3283'THE MARK IS 0.76 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3414 ***********************************************************************
 CQ3414  DESIGNATION -  34 V 38
 CQ3414  PID         -  CQ3414
 CQ3414  STATE/COUNTY-  LA/MOREHOUSE
 CQ3414  USGS QUAD   -  STERLINGTON (1994)
 CQ3414
 CQ3414                         *CURRENT SURVEY CONTROL
 CQ3414  ___________________________________________________________________
 CQ3414* NAD 83(1986)-  32 42 47.     (N)    092 00 10.     (W)     SCALED    
 CQ3414* NAVD 88     -        23.561  (meters)      77.30   (feet)  ADJUSTED  
 CQ3414  ___________________________________________________________________
 CQ3414  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3414  DYNAMIC HT  -          23.535 (meters)      77.21  (feet)  COMP
 CQ3414  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 CQ3414
 CQ3414  VERT ORDER  -  SECOND    CLASS I
 CQ3414
 CQ3414.The horizontal coordinates were scaled from a topographic map and have
 CQ3414.an estimated accuracy of +/- 6 seconds.
 CQ3414
 CQ3414.The orthometric height was determined by differential leveling
 CQ3414.and adjusted by the National Geodetic Survey in June 1991..
 CQ3414
 CQ3414.The geoid height was determined by GEOID03.
 CQ3414
 CQ3414.The dynamic height is computed by dividing the NAVD 88
 CQ3414.geopotential number by the normal gravity value computed on the
 CQ3414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3414.degrees latitude (g = 980.6199 gals.).
 CQ3414
 CQ3414.The modeled gravity was interpolated from observed gravity values.
 CQ3414
 CQ3414;                    North         East    Units  Estimated Accuracy
 CQ3414;SPC LA N     -   245,490.    1,046,620.      MT  (+/- 180 meters Scaled)
 CQ3414
 CQ3414                          SUPERSEDED SURVEY CONTROL
 CQ3414
 CQ3414.No superseded survey control is available for this station.
 CQ3414
 CQ3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS934199(NAD 83)
 CQ3414_MARKER: DD = SURVEY DISK
 CQ3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3414_SP_SET: CONCRETE POST
 CQ3414_STAMPING: 34V38 1986
 CQ3414_MARK LOGO: LADTD 
 CQ3414_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3414+STABILITY: SURFACE MOTION
 CQ3414
 CQ3414  HISTORY     - Date     Condition        Report By
 CQ3414  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3414
 CQ3414                          STATION DESCRIPTION
 CQ3414
 CQ3414'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3414'10.7 KM (6.8 MI) SW FROM BASTROP.
 CQ3414'10.7 KM (6.8 MI) SOUTHWEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CQ3414'BASTROP TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY, 45.7
 CQ3414'METERS (150 FEET) WEST OF THE CENTER OF THE HIGHWAY, 13.4 METERS (44
 CQ3414'FEET) SOUTHWEST OF THE CENTER OF A DRIVE LEADING TO A MOBILE HOME,
 CQ3414'8.3 METERS (27 FEET) SOUTH OF A 24-INCH OAK TREE AND 5.6 METERS (18.5
 CQ3414'FEET) EAST-NORTHEAST OF A TELEPHONE POLE WITH 3 GUYWIRES, NUMBERED
 CQ3414'114.
 CQ3414'THE MARK IS 3.05 METERS  WNW FROM A WITNESS POST.
 CQ3414'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3271 ***********************************************************************
 CP3271  DESIGNATION -  34 V 39
 CP3271  PID         -  CP3271
 CP3271  STATE/COUNTY-  LA/MOREHOUSE
 CP3271  USGS QUAD   -  BASTROP (1994)
 CP3271
 CP3271                         *CURRENT SURVEY CONTROL
 CP3271  ___________________________________________________________________
 CP3271* NAD 83(1986)-  32 49 22.     (N)    091 53 22.     (W)     SCALED    
 CP3271* NAVD 88     -        31.262  (meters)     102.57   (feet)  ADJUSTED  
 CP3271  ___________________________________________________________________
 CP3271  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3271  DYNAMIC HT  -          31.228 (meters)     102.45  (feet)  COMP
 CP3271  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 CP3271
 CP3271  VERT ORDER  -  SECOND    CLASS I
 CP3271
 CP3271.The horizontal coordinates were scaled from a topographic map and have
 CP3271.an estimated accuracy of +/- 6 seconds.
 CP3271
 CP3271.The orthometric height was determined by differential leveling
 CP3271.and adjusted by the National Geodetic Survey in June 1991..
 CP3271
 CP3271.The geoid height was determined by GEOID03.
 CP3271
 CP3271.The dynamic height is computed by dividing the NAVD 88
 CP3271.geopotential number by the normal gravity value computed on the
 CP3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3271.degrees latitude (g = 980.6199 gals.).
 CP3271
 CP3271.The modeled gravity was interpolated from observed gravity values.
 CP3271
 CP3271;                    North         East    Units  Estimated Accuracy
 CP3271;SPC LA N     -   257,710.    1,057,170.      MT  (+/- 180 meters Scaled)
 CP3271
 CP3271                          SUPERSEDED SURVEY CONTROL
 CP3271
 CP3271.No superseded survey control is available for this station.
 CP3271
 CP3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS039321(NAD 83)
 CP3271_MARKER: DD = SURVEY DISK
 CP3271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3271_SP_SET: WINGWALL
 CP3271_STAMPING: 34 V 39 1986
 CP3271_MARK LOGO: LADTD 
 CP3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3271+STABILITY: SURFACE MOTION
 CP3271
 CP3271  HISTORY     - Date     Condition        Report By
 CP3271  HISTORY     - 1986     MONUMENTED       LADTD
 CP3271
 CP3271                          STATION DESCRIPTION
 CP3271
 CP3271'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3271'5.6 KM (3.5 MI) NORTH FROM BASTROP.
 CP3271'5.6 KM (3.5 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3271'BASTROP TO THE BENCH MARK SET ON THE WEST SIDE OF THE HIGHWAY SET IN
 CP3271'A BRIDGE WINGWALL NUMBERED 0380303581, SET IN THE SOUTHWEST WINGWALL
 CP3271'OF THE BRIDGE, 6.7 METERS (22.5 FEET) WEST OF THE CENTER OF THE
 CP3271'HIGHWAY AND 0.61 METERS (2 FEET) WEST OF THE SOUTH END OF A CONCRETE
 CP3271'GUARD RAIL.
 CP3271'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3350 ***********************************************************************
 CP3350  DESIGNATION -  34 V 39
 CP3350  PID         -  CP3350
 CP3350  STATE/COUNTY-  LA/MOREHOUSE
 CP3350  USGS QUAD   -  BASTROP (1994)
 CP3350
 CP3350                         *CURRENT SURVEY CONTROL
 CP3350  ___________________________________________________________________
 CP3350* NAD 83(1986)-  32 46 43.     (N)    091 53 24.     (W)     SCALED    
 CP3350* NAVD 88     -        45.461  (meters)     149.15   (feet)  ADJUSTED  
 CP3350  ___________________________________________________________________
 CP3350  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP3350  DYNAMIC HT  -          45.412 (meters)     148.99  (feet)  COMP
 CP3350  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 CP3350
 CP3350  VERT ORDER  -  SECOND    CLASS I
 CP3350
 CP3350.The horizontal coordinates were scaled from a topographic map and have
 CP3350.an estimated accuracy of +/- 6 seconds.
 CP3350
 CP3350.The orthometric height was determined by differential leveling
 CP3350.and adjusted by the National Geodetic Survey in July 1998..
 CP3350
 CP3350.The geoid height was determined by GEOID03.
 CP3350
 CP3350.The dynamic height is computed by dividing the NAVD 88
 CP3350.geopotential number by the normal gravity value computed on the
 CP3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3350.degrees latitude (g = 980.6199 gals.).
 CP3350
 CP3350.The modeled gravity was interpolated from observed gravity values.
 CP3350
 CP3350;                    North         East    Units  Estimated Accuracy
 CP3350;SPC LA N     -   252,810.    1,057,150.      MT  (+/- 180 meters Scaled)
 CP3350
 CP3350                          SUPERSEDED SURVEY CONTROL
 CP3350
 CP3350.No superseded survey control is available for this station.
 CP3350
 CP3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS039272(NAD 83)
 CP3350_MARKER: DD = SURVEY DISK
 CP3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3350_SP_SET: CONCRETE POST
 CP3350_STAMPING: 34V39 1985
 CP3350_MARK LOGO: LADTD 
 CP3350_PROJECTION: FLUSH
 CP3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3350+STABILITY: SURFACE MOTION
 CP3350
 CP3350  HISTORY     - Date     Condition        Report By
 CP3350  HISTORY     - 1985     MONUMENTED       LADTD
 CP3350
 CP3350                          STATION DESCRIPTION
 CP3350
 CP3350'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3350'2.3 KM (1.4 MI) EAST FROM BASTROP.
 CP3350'ABOUT 2.3 KM (1.4 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3350'BASTROP TO THE BENCH MARK SET ON THE NORTH SIDE OF THE HIGHWAY NEAR
 CP3350'MEDIC PHARMACY, 36.7 METERS (121 FEET) WEST OF THE CENTERLINE OF TULLY
 CP3350'DRIVE, 13.1 METERS (43 FEET) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 CP3350'OF MEDIC PHARMACY, 9.8 METERS (32 FEET) NORTH OF THE CENTERLINE OF THE
 CP3350'WEST BOUND LANE OF THE HIGHWAY AND 0.9 METER (3 FEET) NORTH OF A POWER
 CP3350'POLE WITH SECRUITY LIGHT AND TRANSFORMER.
 CP3350'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CP3350'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3235 ***********************************************************************
 CP3235  DESIGNATION -  34 V 4
 CP3235  PID         -  CP3235
 CP3235  STATE/COUNTY-  LA/MOREHOUSE
 CP3235  USGS QUAD   -  LAARK (1988)
 CP3235
 CP3235                         *CURRENT SURVEY CONTROL
 CP3235  ___________________________________________________________________
 CP3235* NAD 83(1986)-  32 58 24.     (N)    091 30 51.     (W)     SCALED    
 CP3235* NAVD 88     -        29.647  (meters)      97.27   (feet)  ADJUSTED  
 CP3235  ___________________________________________________________________
 CP3235  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP3235  DYNAMIC HT  -          29.615 (meters)      97.16  (feet)  COMP
 CP3235  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 CP3235
 CP3235  VERT ORDER  -  SECOND    CLASS II
 CP3235
 CP3235.The horizontal coordinates were scaled from a topographic map and have
 CP3235.an estimated accuracy of +/- 6 seconds.
 CP3235
 CP3235.The orthometric height was determined by differential leveling
 CP3235.and adjusted by the National Geodetic Survey in June 1991..
 CP3235
 CP3235.The geoid height was determined by GEOID03.
 CP3235
 CP3235.The dynamic height is computed by dividing the NAVD 88
 CP3235.geopotential number by the normal gravity value computed on the
 CP3235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3235.degrees latitude (g = 980.6199 gals.).
 CP3235
 CP3235.The modeled gravity was interpolated from observed gravity values.
 CP3235
 CP3235;                    North         East    Units  Estimated Accuracy
 CP3235;SPC LA N     -   274,670.    1,092,160.      MT  (+/- 180 meters Scaled)
 CP3235
 CP3235                          SUPERSEDED SURVEY CONTROL
 CP3235
 CP3235.No superseded survey control is available for this station.
 CP3235
 CP3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS388493(NAD 83)
 CP3235_MARKER: DD = SURVEY DISK
 CP3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3235_SP_SET: CONCRETE POST
 CP3235_STAMPING: 34 V 4 1986
 CP3235_MARK LOGO: LADTD 
 CP3235_PROJECTION: FLUSH
 CP3235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3235+STABILITY: SURFACE MOTION
 CP3235
 CP3235  HISTORY     - Date     Condition        Report By
 CP3235  HISTORY     - 1986     MONUMENTED       LADTD
 CP3235
 CP3235                          STATION DESCRIPTION
 CP3235
 CP3235'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3235'20.1 KM (12.5 MI) WEST FROM KILBOURNE.
 CP3235'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3235'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3235'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR 7.6
 CP3235'KM (4.7 MI) TO THE BENCH MARK SET ON THE NORTH SIDE OF THE HIGHWAY
 CP3235'NEAR A BROWN HOUSE, 13.1 METERS (43 FEET) NORTH OF THE CENTER OF STATE
 CP3235'HIGHWAY 835, 6.6 METERS (21.5 FEET) NORTHEAST OF A 20-INCH METAL
 CP3235'CULVERT, 2.1 METERS (7 FEET) WEST OF A TELEPHONE REPAIR BOX NUMBERED
 CP3235'250 AND 1.2 METERS (4.5 FEET) WEST OF A SERVICE POLE.
 CP3235'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CP3235'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3351 ***********************************************************************
 CP3351  DESIGNATION -  34 V 40
 CP3351  PID         -  CP3351
 CP3351  STATE/COUNTY-  LA/MOREHOUSE
 CP3351  USGS QUAD   -  BASTROP (1994)
 CP3351
 CP3351                         *CURRENT SURVEY CONTROL
 CP3351  ___________________________________________________________________
 CP3351* NAD 83(1986)-  32 45 45.     (N)    091 53 08.     (W)     SCALED    
 CP3351* NAVD 88     -        44.046  (meters)     144.51   (feet)  ADJUSTED  
 CP3351  ___________________________________________________________________
 CP3351  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP3351  DYNAMIC HT  -          43.998 (meters)     144.35  (feet)  COMP
 CP3351  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 CP3351
 CP3351  VERT ORDER  -  SECOND    CLASS I
 CP3351
 CP3351.The horizontal coordinates were scaled from a topographic map and have
 CP3351.an estimated accuracy of +/- 6 seconds.
 CP3351
 CP3351.The orthometric height was determined by differential leveling
 CP3351.and adjusted by the National Geodetic Survey in July 1998..
 CP3351
 CP3351.The geoid height was determined by GEOID03.
 CP3351
 CP3351.The dynamic height is computed by dividing the NAVD 88
 CP3351.geopotential number by the normal gravity value computed on the
 CP3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3351.degrees latitude (g = 980.6199 gals.).
 CP3351
 CP3351.The modeled gravity was interpolated from observed gravity values.
 CP3351
 CP3351;                    North         East    Units  Estimated Accuracy
 CP3351;SPC LA N     -   251,030.    1,057,580.      MT  (+/- 180 meters Scaled)
 CP3351
 CP3351                          SUPERSEDED SURVEY CONTROL
 CP3351
 CP3351.No superseded survey control is available for this station.
 CP3351
 CP3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS043255(NAD 83)
 CP3351_MARKER: DD = SURVEY DISK
 CP3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3351_SP_SET: CONCRETE POST
 CP3351_STAMPING: 34V40 1985
 CP3351_MARK LOGO: LADTD 
 CP3351_PROJECTION: RECESSED 3 CENTIMETERS
 CP3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3351+STABILITY: SURFACE MOTION
 CP3351
 CP3351  HISTORY     - Date     Condition        Report By
 CP3351  HISTORY     - 1985     MONUMENTED       LADTD
 CP3351
 CP3351                          STATION DESCRIPTION
 CP3351
 CP3351'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3351'4.9 KM (3.1 MI) EAST FROM BASTROP.
 CP3351'ABOUT 3.4 KM (2.1 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3351'BASTROP TO PARISH ROAD NUMBER 4401, THENCE SOUTH (RIGHT) ON THE PARISH
 CP3351'ROAD FOR 1.5 KM (0.9 MI) TO THE BENCH MARK ON THE WEST SIDE OF THE
 CP3351'ROAD, 11.4 METERS (37.5 FEET) WEST OF THE CENTERLINE OF THE PARISH
 CP3351'ROAD, 4.3 METERS (14 FEET) NORTH OF A 30-INCH OAK TREE, 3.8 METERS
 CP3351'(12.5 FEET) EAST OF POWER POLE NUMBER 13 AND 0.6 METER (2 FEET)
 CP3351'NORTHEAST OF A FENCE CORNER.
 CP3351'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 CP3351'THE MARK IS 0.30 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3352 ***********************************************************************
 CP3352  DESIGNATION -  34 V 41
 CP3352  PID         -  CP3352
 CP3352  STATE/COUNTY-  LA/MOREHOUSE
 CP3352  USGS QUAD   -  MER ROUGE (1988)
 CP3352
 CP3352                         *CURRENT SURVEY CONTROL
 CP3352  ___________________________________________________________________
 CP3352* NAD 83(1986)-  32 46 21.     (N)    091 51 40.     (W)     SCALED    
 CP3352* NAVD 88     -        43.187  (meters)     141.69   (feet)  ADJUSTED  
 CP3352  ___________________________________________________________________
 CP3352  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP3352  DYNAMIC HT  -          43.140 (meters)     141.54  (feet)  COMP
 CP3352  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 CP3352
 CP3352  VERT ORDER  -  SECOND    CLASS I
 CP3352
 CP3352.The horizontal coordinates were scaled from a topographic map and have
 CP3352.an estimated accuracy of +/- 6 seconds.
 CP3352
 CP3352.The orthometric height was determined by differential leveling
 CP3352.and adjusted by the National Geodetic Survey in July 1998..
 CP3352
 CP3352.The geoid height was determined by GEOID03.
 CP3352
 CP3352.The dynamic height is computed by dividing the NAVD 88
 CP3352.geopotential number by the normal gravity value computed on the
 CP3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3352.degrees latitude (g = 980.6199 gals.).
 CP3352
 CP3352.The modeled gravity was interpolated from observed gravity values.
 CP3352
 CP3352;                    North         East    Units  Estimated Accuracy
 CP3352;SPC LA N     -   252,150.    1,059,860.      MT  (+/- 180 meters Scaled)
 CP3352
 CP3352                          SUPERSEDED SURVEY CONTROL
 CP3352
 CP3352.No superseded survey control is available for this station.
 CP3352
 CP3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS066266(NAD 83)
 CP3352_MARKER: DD = SURVEY DISK
 CP3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3352_SP_SET: CONCRETE POST
 CP3352_STAMPING: 34V41 1985
 CP3352_MARK LOGO: LADTD 
 CP3352_PROJECTION: FLUSH
 CP3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3352+STABILITY: SURFACE MOTION
 CP3352
 CP3352  HISTORY     - Date     Condition        Report By
 CP3352  HISTORY     - 1985     MONUMENTED       LADTD
 CP3352
 CP3352                          STATION DESCRIPTION
 CP3352
 CP3352'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3352'5.3 KM ( 3.3 MI) EAST FROM BASTROP.
 CP3352'ABOUT 5.3 KM (3.2 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3352'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 21.2
 CP3352'METERS (69.5 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.6
 CP3352'METERS (52 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A OFF-
 CP3352'WHITE BRICK HOUSE, 9.9 METERS (32.5 FEET) NORTHEAST OF A RIGHT-OF-WAY
 CP3352'MARKER AND 4.6 METERS (15 FEET) SOUTHEAST OF A 24-INCH OAK TREE.
 CP3352'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3353 ***********************************************************************
 CP3353  DESIGNATION -  34 V 42
 CP3353  PID         -  CP3353
 CP3353  STATE/COUNTY-  LA/MOREHOUSE
 CP3353  USGS QUAD   -  MER ROUGE (1988)
 CP3353
 CP3353                         *CURRENT SURVEY CONTROL
 CP3353  ___________________________________________________________________
 CP3353* NAD 83(1986)-  32 46 20.     (N)    091 50 46.     (W)     SCALED    
 CP3353* NAVD 88     -        43.379  (meters)     142.32   (feet)  ADJUSTED  
 CP3353  ___________________________________________________________________
 CP3353  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP3353  DYNAMIC HT  -          43.332 (meters)     142.17  (feet)  COMP
 CP3353  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 CP3353
 CP3353  VERT ORDER  -  SECOND    CLASS I
 CP3353
 CP3353.The horizontal coordinates were scaled from a topographic map and have
 CP3353.an estimated accuracy of +/- 6 seconds.
 CP3353
 CP3353.The orthometric height was determined by differential leveling
 CP3353.and adjusted by the National Geodetic Survey in July 1998..
 CP3353
 CP3353.The geoid height was determined by GEOID03.
 CP3353
 CP3353.The dynamic height is computed by dividing the NAVD 88
 CP3353.geopotential number by the normal gravity value computed on the
 CP3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3353.degrees latitude (g = 980.6199 gals.).
 CP3353
 CP3353.The modeled gravity was interpolated from observed gravity values.
 CP3353
 CP3353;                    North         East    Units  Estimated Accuracy
 CP3353;SPC LA N     -   252,130.    1,061,270.      MT  (+/- 180 meters Scaled)
 CP3353
 CP3353                          SUPERSEDED SURVEY CONTROL
 CP3353
 CP3353.No superseded survey control is available for this station.
 CP3353
 CP3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS080266(NAD 83)
 CP3353_MARKER: DD = SURVEY DISK
 CP3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3353_SP_SET: CONCRETE POST
 CP3353_STAMPING: 34V42 1985
 CP3353_MARK LOGO: LADTD 
 CP3353_PROJECTION: RECESSED 3 CENTIMETERS
 CP3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3353+STABILITY: SURFACE MOTION
 CP3353
 CP3353  HISTORY     - Date     Condition        Report By
 CP3353  HISTORY     - 1985     MONUMENTED       LADTD
 CP3353
 CP3353                          STATION DESCRIPTION
 CP3353
 CP3353'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3353'6.9 KM (4.3 MI) EAST FROM BASTROP.
 CP3353'ABOUT 6.9 KM (4.3 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3353'BASTROP TO THE BENCH MARK ON THE SOUTH SIDE OF THE HIGHWAY, 24.9
 CP3353'METERS (82 FEET) EAST OF THE CENTER OF A PARISH ROAD NUMBERED 6639,
 CP3353'12.7 METERS (41.5 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.3
 CP3353'METERS (14 FEET) WEST FROM A TELEPHONE POLE NUMBER 89 AND 0.8 METER
 CP3353'(2.5 FEET) NORTH OF A NET WIRE FENCE.
 CP3353'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CP3353'THE MARK IS 0.46 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3354 ***********************************************************************
 CP3354  DESIGNATION -  34 V 43
 CP3354  PID         -  CP3354
 CP3354  STATE/COUNTY-  LA/MOREHOUSE
 CP3354  USGS QUAD   -  MER ROUGE (1988)
 CP3354
 CP3354                         *CURRENT SURVEY CONTROL
 CP3354  ___________________________________________________________________
 CP3354* NAD 83(1986)-  32 46 28.     (N)    091 49 44.     (W)     SCALED    
 CP3354* NAVD 88     -        27.924  (meters)      91.61   (feet)  ADJUSTED  
 CP3354  ___________________________________________________________________
 CP3354  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP3354  DYNAMIC HT  -          27.894 (meters)      91.52  (feet)  COMP
 CP3354  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 CP3354
 CP3354  VERT ORDER  -  SECOND    CLASS I
 CP3354
 CP3354.The horizontal coordinates were scaled from a topographic map and have
 CP3354.an estimated accuracy of +/- 6 seconds.
 CP3354
 CP3354.The orthometric height was determined by differential leveling
 CP3354.and adjusted by the National Geodetic Survey in July 1998..
 CP3354
 CP3354.The geoid height was determined by GEOID03.
 CP3354
 CP3354.The dynamic height is computed by dividing the NAVD 88
 CP3354.geopotential number by the normal gravity value computed on the
 CP3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3354.degrees latitude (g = 980.6199 gals.).
 CP3354
 CP3354.The modeled gravity was interpolated from observed gravity values.
 CP3354
 CP3354;                    North         East    Units  Estimated Accuracy
 CP3354;SPC LA N     -   252,380.    1,062,880.      MT  (+/- 180 meters Scaled)
 CP3354
 CP3354                          SUPERSEDED SURVEY CONTROL
 CP3354
 CP3354.No superseded survey control is available for this station.
 CP3354
 CP3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS096268(NAD 83)
 CP3354_MARKER: DD = SURVEY DISK
 CP3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3354_SP_SET: CONCRETE POST
 CP3354_STAMPING: 43V43 1985
 CP3354_MARK LOGO: LADTD 
 CP3354_PROJECTION: RECESSED 3 CENTIMETERS
 CP3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3354+STABILITY: SURFACE MOTION
 CP3354
 CP3354  HISTORY     - Date     Condition        Report By
 CP3354  HISTORY     - 1985     MONUMENTED       LADTD
 CP3354
 CP3354                          STATION DESCRIPTION
 CP3354
 CP3354'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3354'8.3 KM (5.1 MI) EAST FROM BASTROP.
 CP3354'ABOUT 8.3 KM (5.1 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3354'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 20.1
 CP3354'METERS (66 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.8 METERS
 CP3354'(29 FEET) WEST OF A POWER POLE WITH THREE TRANSFORMERS, 5 METERS
 CP3354'(16.5 FEET) EAST OF THE CENTER OF A GRAVEL DRIVE AND 0.6 METER
 CP3354'(2 FEET) SOUTH OF A 6-STRAND BARBED WIRE FENCE.
 CP3354'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 CP3354'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3355 ***********************************************************************
 CP3355  DESIGNATION -  34 V 44
 CP3355  PID         -  CP3355
 CP3355  STATE/COUNTY-  LA/MOREHOUSE
 CP3355  USGS QUAD   -  MER ROUGE (1988)
 CP3355
 CP3355                         *CURRENT SURVEY CONTROL
 CP3355  ___________________________________________________________________
 CP3355* NAD 83(1986)-  32 46 42.     (N)    091 48 36.     (W)     SCALED    
 CP3355* NAVD 88     -        27.272  (meters)      89.47   (feet)  ADJUSTED  
 CP3355  ___________________________________________________________________
 CP3355  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP3355  DYNAMIC HT  -          27.242 (meters)      89.38  (feet)  COMP
 CP3355  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 CP3355
 CP3355  VERT ORDER  -  SECOND    CLASS I
 CP3355
 CP3355.The horizontal coordinates were scaled from a topographic map and have
 CP3355.an estimated accuracy of +/- 6 seconds.
 CP3355
 CP3355.The orthometric height was determined by differential leveling
 CP3355.and adjusted by the National Geodetic Survey in July 1998..
 CP3355
 CP3355.The geoid height was determined by GEOID03.
 CP3355
 CP3355.The dynamic height is computed by dividing the NAVD 88
 CP3355.geopotential number by the normal gravity value computed on the
 CP3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3355.degrees latitude (g = 980.6199 gals.).
 CP3355
 CP3355.The modeled gravity was interpolated from observed gravity values.
 CP3355
 CP3355;                    North         East    Units  Estimated Accuracy
 CP3355;SPC LA N     -   252,830.    1,064,650.      MT  (+/- 180 meters Scaled)
 CP3355
 CP3355                          SUPERSEDED SURVEY CONTROL
 CP3355
 CP3355.No superseded survey control is available for this station.
 CP3355
 CP3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS114273(NAD 83)
 CP3355_MARKER: DD = SURVEY DISK
 CP3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3355_SP_SET: CONCRETE POST
 CP3355_STAMPING: 34V44 1985
 CP3355_MARK LOGO: LADTD 
 CP3355_PROJECTION: RECESSED 3 CENTIMETERS
 CP3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3355+STABILITY: SURFACE MOTION
 CP3355
 CP3355  HISTORY     - Date     Condition        Report By
 CP3355  HISTORY     - 1985     MONUMENTED       LADTD
 CP3355
 CP3355                          STATION DESCRIPTION
 CP3355
 CP3355'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3355'10.2 KM (6.4 MI) EAST FROM BASTROP.
 CP3355'ABOUT 10.2 KM (6.4 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3355'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 17.7
 CP3355'METERS (58 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15 2 METERS
 CP3355'(50 FEET) SOUTHWEST OF A 30-INCH OAK TREE AND 10.9 METERS (36 FEET)
 CP3355'SOUTHEAST OF A POWER POLE.
 CP3355'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 CP3355'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3356 ***********************************************************************
 CP3356  DESIGNATION -  34 V 45
 CP3356  PID         -  CP3356
 CP3356  STATE/COUNTY-  LA/MOREHOUSE
 CP3356  USGS QUAD   -  MER ROUGE (1988)
 CP3356
 CP3356                         *CURRENT SURVEY CONTROL
 CP3356  ___________________________________________________________________
 CP3356* NAD 83(1986)-  32 46 35.     (N)    091 47 36.     (W)     SCALED    
 CP3356* NAVD 88     -        28.274  (meters)      92.76   (feet)  ADJUSTED  
 CP3356  ___________________________________________________________________
 CP3356  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP3356  DYNAMIC HT  -          28.243 (meters)      92.66  (feet)  COMP
 CP3356  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 CP3356
 CP3356  VERT ORDER  -  SECOND    CLASS I
 CP3356
 CP3356.The horizontal coordinates were scaled from a topographic map and have
 CP3356.an estimated accuracy of +/- 6 seconds.
 CP3356
 CP3356.The orthometric height was determined by differential leveling
 CP3356.and adjusted by the National Geodetic Survey in July 1998..
 CP3356
 CP3356.The geoid height was determined by GEOID03.
 CP3356
 CP3356.The dynamic height is computed by dividing the NAVD 88
 CP3356.geopotential number by the normal gravity value computed on the
 CP3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3356.degrees latitude (g = 980.6199 gals.).
 CP3356
 CP3356.The modeled gravity was interpolated from observed gravity values.
 CP3356
 CP3356;                    North         East    Units  Estimated Accuracy
 CP3356;SPC LA N     -   252,620.    1,066,210.      MT  (+/- 180 meters Scaled)
 CP3356
 CP3356                          SUPERSEDED SURVEY CONTROL
 CP3356
 CP3356.No superseded survey control is available for this station.
 CP3356
 CP3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS130271(NAD 83)
 CP3356_MARKER: DD = SURVEY DISK
 CP3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3356_SP_SET: CONCRETE POST
 CP3356_STAMPING: 34V45 1986
 CP3356_MARK LOGO: LADTD 
 CP3356_PROJECTION: RECESSED 3 CENTIMETERS
 CP3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3356+STABILITY: SURFACE MOTION
 CP3356
 CP3356  HISTORY     - Date     Condition        Report By
 CP3356  HISTORY     - 1986     MONUMENTED       LADTD
 CP3356
 CP3356                          STATION DESCRIPTION
 CP3356
 CP3356'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3356'12 KM (7.5 MI) EAST FROM BASTROP.
 CP3356'ABOUT 12 KM (7.5 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3356'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 46.3
 CP3356'METERS (152 FEET) EAST-SOUTHEAST OF THE CENTER OF 22ND STREET, 19.9
 CP3356'METERS (65.5 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.7
 CP3356'METERS (41.5 FEET) NORTHWEST OF AN 8-INCH PECAN TREE AND 6.1 METERS
 CP3356'(20 FEET) EAST-SOUTHEAST FROM THE EAST COLUMN OF A CHURCH.
 CP3356'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3358 ***********************************************************************
 CP3358  DESIGNATION -  34 V 46
 CP3358  PID         -  CP3358
 CP3358  STATE/COUNTY-  LA/MOREHOUSE
 CP3358  USGS QUAD   -  MER ROUGE (1988)
 CP3358
 CP3358                         *CURRENT SURVEY CONTROL
 CP3358  ___________________________________________________________________
 CP3358* NAD 83(1986)-  32 46 25.     (N)    091 46 37.     (W)     SCALED    
 CP3358* NAVD 88     -        27.245  (meters)      89.39   (feet)  ADJUSTED  
 CP3358  ___________________________________________________________________
 CP3358  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP3358  DYNAMIC HT  -          27.216 (meters)      89.29  (feet)  COMP
 CP3358  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 CP3358
 CP3358  VERT ORDER  -  SECOND    CLASS I
 CP3358
 CP3358.The horizontal coordinates were scaled from a topographic map and have
 CP3358.an estimated accuracy of +/- 6 seconds.
 CP3358
 CP3358.The orthometric height was determined by differential leveling
 CP3358.and adjusted by the National Geodetic Survey in July 1998..
 CP3358
 CP3358.The geoid height was determined by GEOID03.
 CP3358
 CP3358.The dynamic height is computed by dividing the NAVD 88
 CP3358.geopotential number by the normal gravity value computed on the
 CP3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3358.degrees latitude (g = 980.6199 gals.).
 CP3358
 CP3358.The modeled gravity was interpolated from observed gravity values.
 CP3358
 CP3358;                    North         East    Units  Estimated Accuracy
 CP3358;SPC LA N     -   252,320.    1,067,750.      MT  (+/- 180 meters Scaled)
 CP3358
 CP3358                          SUPERSEDED SURVEY CONTROL
 CP3358
 CP3358.No superseded survey control is available for this station.
 CP3358
 CP3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS145268(NAD 83)
 CP3358_MARKER: DD = SURVEY DISK
 CP3358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3358_SP_SET: CONCRETE POST
 CP3358_STAMPING: 34V46 1986
 CP3358_MARK LOGO: LADTD 
 CP3358_PROJECTION: FLUSH
 CP3358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3358+STABILITY: SURFACE MOTION
 CP3358
 CP3358  HISTORY     - Date     Condition        Report By
 CP3358  HISTORY     - 1986     MONUMENTED       LADTD
 CP3358
 CP3358                          STATION DESCRIPTION
 CP3358
 CP3358'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3358'13.6 KM (8.5 MI) EAST FROM BASTROP.
 CP3358'ABOUT 13.6 KM (8.5 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3358'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 13.1
 CP3358'METERS (43 FEET) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A RED
 CP3358'CONCRETE BLOCK BARN, 12.2 METERS (40 FEET) NORTH OF THE CENTERLINE OF
 CP3358'THE HIGHWAY, 4.7 METERS (15.5 FEET) WEST OF THE CENTER OF A PIPE GATE
 CP3358'AND 3.7 METERS (12 FEET) NORTHWEST OF A 15-INCH CULVERT LEADING TO A
 CP3358'BARN.
 CP3358'THE MARK IS 0.31 METERS  SSW FROM A WITNESS POST.
 CP3358'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3359 ***********************************************************************
 CP3359  DESIGNATION -  34 V 47
 CP3359  PID         -  CP3359
 CP3359  STATE/COUNTY-  LA/MOREHOUSE
 CP3359  USGS QUAD   -  MER ROUGE (1988)
 CP3359
 CP3359                         *CURRENT SURVEY CONTROL
 CP3359  ___________________________________________________________________
 CP3359* NAD 83(1986)-  32 46 23.     (N)    091 46 04.     (W)     SCALED    
 CP3359* NAVD 88     -        27.204  (meters)      89.25   (feet)  ADJUSTED  
 CP3359  ___________________________________________________________________
 CP3359  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP3359  DYNAMIC HT  -          27.175 (meters)      89.16  (feet)  COMP
 CP3359  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 CP3359
 CP3359  VERT ORDER  -  SECOND    CLASS I
 CP3359
 CP3359.The horizontal coordinates were scaled from a topographic map and have
 CP3359.an estimated accuracy of +/- 6 seconds.
 CP3359
 CP3359.The orthometric height was determined by differential leveling
 CP3359.and adjusted by the National Geodetic Survey in July 1998..
 CP3359
 CP3359.The geoid height was determined by GEOID03.
 CP3359
 CP3359.The dynamic height is computed by dividing the NAVD 88
 CP3359.geopotential number by the normal gravity value computed on the
 CP3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3359.degrees latitude (g = 980.6199 gals.).
 CP3359
 CP3359.The modeled gravity was interpolated from observed gravity values.
 CP3359
 CP3359;                    North         East    Units  Estimated Accuracy
 CP3359;SPC LA N     -   252,270.    1,068,600.      MT  (+/- 180 meters Scaled)
 CP3359
 CP3359                          SUPERSEDED SURVEY CONTROL
 CP3359
 CP3359.No superseded survey control is available for this station.
 CP3359
 CP3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS154268(NAD 83)
 CP3359_MARKER: DD = SURVEY DISK
 CP3359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3359_SP_SET: WINGWALL
 CP3359_STAMPING: 34V47 1986
 CP3359_MARK LOGO: LADTD 
 CP3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3359+STABILITY: SURFACE MOTION
 CP3359
 CP3359  HISTORY     - Date     Condition        Report By
 CP3359  HISTORY     - 1986     MONUMENTED       LADTD
 CP3359
 CP3359                          STATION DESCRIPTION
 CP3359
 CP3359'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3359'14.7 KM (9.1 MI) EAST FROM BASTROP.
 CP3359'ABOUT 14.7 KM (9.1 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3359'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY SET IN THE
 CP3359'WINGWALL OF THE NORTHWEST CORNER OF THE BRIDGE OVER BAYOU DELEMAR, 4.6
 CP3359'METERS (15 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER
 CP3359'(1 FOOT) SOUTHEAST OF A CONCRETE BRIDGE RAILING.
 CP3359'THE MARK IS 0.46 METERS  WSW FROM A WITNESS POST.
 CP3359'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3361 ***********************************************************************
 CP3361  DESIGNATION -  34 V 48
 CP3361  PID         -  CP3361
 CP3361  STATE/COUNTY-  LA/MOREHOUSE
 CP3361  USGS QUAD   -  BONITA SW (1988)
 CP3361
 CP3361                         *CURRENT SURVEY CONTROL
 CP3361  ___________________________________________________________________
 CP3361* NAD 83(1986)-  32 46 10.     (N)    091 43 48.     (W)     SCALED    
 CP3361* NAVD 88     -        28.865  (meters)      94.70   (feet)  ADJUSTED  
 CP3361  ___________________________________________________________________
 CP3361  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3361  DYNAMIC HT  -          28.833 (meters)      94.60  (feet)  COMP
 CP3361  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CP3361
 CP3361  VERT ORDER  -  SECOND    CLASS I
 CP3361
 CP3361.The horizontal coordinates were scaled from a topographic map and have
 CP3361.an estimated accuracy of +/- 6 seconds.
 CP3361
 CP3361.The orthometric height was determined by differential leveling
 CP3361.and adjusted by the National Geodetic Survey in July 1998..
 CP3361
 CP3361.The geoid height was determined by GEOID03.
 CP3361
 CP3361.The dynamic height is computed by dividing the NAVD 88
 CP3361.geopotential number by the normal gravity value computed on the
 CP3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3361.degrees latitude (g = 980.6199 gals.).
 CP3361
 CP3361.The modeled gravity was interpolated from observed gravity values.
 CP3361
 CP3361;                    North         East    Units  Estimated Accuracy
 CP3361;SPC LA N     -   251,890.    1,072,150.      MT  (+/- 180 meters Scaled)
 CP3361
 CP3361                          SUPERSEDED SURVEY CONTROL
 CP3361
 CP3361.No superseded survey control is available for this station.
 CP3361
 CP3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS189264(NAD 83)
 CP3361_MARKER: DD = SURVEY DISK
 CP3361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3361_SP_SET: CONCRETE POST
 CP3361_STAMPING: 34V48 1986
 CP3361_MARK LOGO: LADTD 
 CP3361_PROJECTION: FLUSH
 CP3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3361+STABILITY: SURFACE MOTION
 CP3361
 CP3361  HISTORY     - Date     Condition        Report By
 CP3361  HISTORY     - 1986     MONUMENTED       LADTD
 CP3361
 CP3361                          STATION DESCRIPTION
 CP3361
 CP3361'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3361'18.3 KM (11.4 MI) EAST FROM BASTROP.
 CP3361'ABOUT 18.3 KM (11.4 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3361'BASTROP TO THE BENCH MARK SET ON THE NORTH SIDE OF THE HIGHWAY, 19.9
 CP3361'METERS (65.5 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.3 METERS
 CP3361'(47 FEET) SOUTH OF THE CENTER OF A METAL GATE, 8.8 METERS (29 FEET)
 CP3361'WEST OF THE CENTER OF A GRAVEL ROAD AND 0.5 METER (1.5 FEET) EAST OF A
 CP3361'6-FOOT CHAIN LINK FENCE AROUND SEVERAL TANKS.
 CP3361'THE MARK IS 0.46 METERS  ENE FROM A WITNESS POST.
 CP3361'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3362 ***********************************************************************
 CP3362  DESIGNATION -  34 V 49
 CP3362  PID         -  CP3362
 CP3362  STATE/COUNTY-  LA/MOREHOUSE
 CP3362  USGS QUAD   -  BONITA SW (1988)
 CP3362
 CP3362                         *CURRENT SURVEY CONTROL
 CP3362  ___________________________________________________________________
 CP3362* NAD 83(1986)-  32 46 14.     (N)    091 42 29.     (W)     SCALED    
 CP3362* NAVD 88     -        29.465  (meters)      96.67   (feet)  ADJUSTED  
 CP3362  ___________________________________________________________________
 CP3362  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3362  DYNAMIC HT  -          29.433 (meters)      96.56  (feet)  COMP
 CP3362  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 CP3362
 CP3362  VERT ORDER  -  SECOND    CLASS I
 CP3362
 CP3362.The horizontal coordinates were scaled from a topographic map and have
 CP3362.an estimated accuracy of +/- 6 seconds.
 CP3362
 CP3362.The orthometric height was determined by differential leveling
 CP3362.and adjusted by the National Geodetic Survey in July 1998..
 CP3362
 CP3362.The geoid height was determined by GEOID03.
 CP3362
 CP3362.The dynamic height is computed by dividing the NAVD 88
 CP3362.geopotential number by the normal gravity value computed on the
 CP3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3362.degrees latitude (g = 980.6199 gals.).
 CP3362
 CP3362.The modeled gravity was interpolated from observed gravity values.
 CP3362
 CP3362;                    North         East    Units  Estimated Accuracy
 CP3362;SPC LA N     -   252,030.    1,074,200.      MT  (+/- 180 meters Scaled)
 CP3362
 CP3362                          SUPERSEDED SURVEY CONTROL
 CP3362
 CP3362.No superseded survey control is available for this station.
 CP3362
 CP3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS210265(NAD 83)
 CP3362_MARKER: DD = SURVEY DISK
 CP3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3362_SP_SET: CONCRETE POST
 CP3362_STAMPING: 34V49 1986
 CP3362_MARK LOGO: LADTD 
 CP3362_PROJECTION: FLUSH
 CP3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3362+STABILITY: SURFACE MOTION
 CP3362
 CP3362  HISTORY     - Date     Condition        Report By
 CP3362  HISTORY     - 1986     MONUMENTED       LADTD
 CP3362
 CP3362                          STATION DESCRIPTION
 CP3362
 CP3362'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3362'20.3 KM (12.6 MI) EAST FROM BASTROP.
 CP3362'ABOUT 20.3 KM (12 6 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3362'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 32.2
 CP3362'METERS (106 FEET) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A RED
 CP3362'BRICK HOUSE OWNED BY MR. KELLICK, 29.4 METERS (96.5 FEET) NORTH OF THE
 CP3362'CENTERLINE OF THE HIGHWAY, 8.7 METERS (28.5 FEET) WEST OF THE CENTER
 CP3362'OF A GRAVEL ROAD AND 2.6 METERS (8.5 FEET) SOUTH OF A 32-INCH OAK
 CP3362'TREE.
 CP3362'THE MARK IS 1.68 METERS  SSE FROM A WITNESS POST.
 CP3362'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3236 ***********************************************************************
 CP3236  DESIGNATION -  34 V 5
 CP3236  PID         -  CP3236
 CP3236  STATE/COUNTY-  LA/MOREHOUSE
 CP3236  USGS QUAD   -  LAARK (1988)
 CP3236
 CP3236                         *CURRENT SURVEY CONTROL
 CP3236  ___________________________________________________________________
 CP3236* NAD 83(1986)-  32 58 23.     (N)    091 31 39.     (W)     SCALED    
 CP3236* NAVD 88     -        28.789  (meters)      94.45   (feet)  ADJUSTED  
 CP3236  ___________________________________________________________________
 CP3236  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CP3236  DYNAMIC HT  -          28.758 (meters)      94.35  (feet)  COMP
 CP3236  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 CP3236
 CP3236  VERT ORDER  -  SECOND    CLASS II
 CP3236
 CP3236.The horizontal coordinates were scaled from a topographic map and have
 CP3236.an estimated accuracy of +/- 6 seconds.
 CP3236
 CP3236.The orthometric height was determined by differential leveling
 CP3236.and adjusted by the National Geodetic Survey in June 1991..
 CP3236
 CP3236.The geoid height was determined by GEOID03.
 CP3236
 CP3236.The dynamic height is computed by dividing the NAVD 88
 CP3236.geopotential number by the normal gravity value computed on the
 CP3236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3236.degrees latitude (g = 980.6199 gals.).
 CP3236
 CP3236.The modeled gravity was interpolated from observed gravity values.
 CP3236
 CP3236;                    North         East    Units  Estimated Accuracy
 CP3236;SPC LA N     -   274,630.    1,090,920.      MT  (+/- 180 meters Scaled)
 CP3236
 CP3236                          SUPERSEDED SURVEY CONTROL
 CP3236
 CP3236.No superseded survey control is available for this station.
 CP3236
 CP3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS376492(NAD 83)
 CP3236_MARKER: DD = SURVEY DISK
 CP3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3236_SP_SET: CONCRETE POST
 CP3236_STAMPING: 34 V 5 1986
 CP3236_MARK LOGO: LADTD 
 CP3236_PROJECTION: RECESSED 5 CENTIMETERS
 CP3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3236+STABILITY: SURFACE MOTION
 CP3236
 CP3236  HISTORY     - Date     Condition        Report By
 CP3236  HISTORY     - 1986     MONUMENTED       LADTD
 CP3236
 CP3236                          STATION DESCRIPTION
 CP3236
 CP3236'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3236'21.5 KM (13.4 MI) WEST FROM KILBOURNE.
 CP3236'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3236'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3236'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR 8.9
 CP3236'KM (5.55 MI) TO THE BENCH MARK ON THE SOUTH SIDE OF THE HIGHWAY, 17.5
 CP3236'METERS (57.5 FEET) SOUTH OF THE CENTER OF STATE HIGHWAY 835, 12.8
 CP3236'METERS (42 FEET) WEST OF THE CENTER OF PARISH ROAD NUMBER 0071, 8.8
 CP3236'METERS (29 FEET) SOUTH OF A 36-INCH METAL CULVERT UNDER STATE
 CP3236'HIGHWAY 835 AND 2.1 METERS (7 FEET) WEST-NORTHWEST OF A FIRE HYDYANT.
 CP3236'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP3236'THE MARK IS 1.83 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3363 ***********************************************************************
 CP3363  DESIGNATION -  34 V 50
 CP3363  PID         -  CP3363
 CP3363  STATE/COUNTY-  LA/MOREHOUSE
 CP3363  USGS QUAD   -  BONITA SW (1988)
 CP3363
 CP3363                         *CURRENT SURVEY CONTROL
 CP3363  ___________________________________________________________________
 CP3363* NAD 83(1986)-  32 46 18.     (N)    091 41 20.     (W)     SCALED    
 CP3363* NAVD 88     -        29.195  (meters)      95.78   (feet)  ADJUSTED  
 CP3363  ___________________________________________________________________
 CP3363  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3363  DYNAMIC HT  -          29.163 (meters)      95.68  (feet)  COMP
 CP3363  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CP3363
 CP3363  VERT ORDER  -  SECOND    CLASS I
 CP3363
 CP3363.The horizontal coordinates were scaled from a topographic map and have
 CP3363.an estimated accuracy of +/- 6 seconds.
 CP3363
 CP3363.The orthometric height was determined by differential leveling
 CP3363.and adjusted by the National Geodetic Survey in July 1998..
 CP3363
 CP3363.The geoid height was determined by GEOID03.
 CP3363
 CP3363.The dynamic height is computed by dividing the NAVD 88
 CP3363.geopotential number by the normal gravity value computed on the
 CP3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3363.degrees latitude (g = 980.6199 gals.).
 CP3363
 CP3363.The modeled gravity was interpolated from observed gravity values.
 CP3363
 CP3363;                    North         East    Units  Estimated Accuracy
 CP3363;SPC LA N     -   252,170.    1,076,000.      MT  (+/- 180 meters Scaled)
 CP3363
 CP3363                          SUPERSEDED SURVEY CONTROL
 CP3363
 CP3363.No superseded survey control is available for this station.
 CP3363
 CP3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS227267(NAD 83)
 CP3363_MARKER: DD = SURVEY DISK
 CP3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3363_SP_SET: CONCRETE POST
 CP3363_STAMPING: 34V50 1986
 CP3363_MARK LOGO: LADTD 
 CP3363_PROJECTION: RECESSED 3 CENTIMETERS
 CP3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3363+STABILITY: SURFACE MOTION
 CP3363
 CP3363  HISTORY     - Date     Condition        Report By
 CP3363  HISTORY     - 1986     MONUMENTED       LADTD
 CP3363
 CP3363                          STATION DESCRIPTION
 CP3363
 CP3363'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3363'22.1 KM (13.7 MI) EAST FROM BASTROP.
 CP3363'ABOUT 22.1 KM (13.7 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3363'BASTROP TO THE BENCH MARK ON THE NORTH SODE OF THE HIGHWAY, 17.2
 CP3363'METERS (56.5 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.8 METERS
 CP3363'(55 FEET) WEST FROM TELEPHONE BOX NUMBER 58, 4 METERS (13 FEET) NORTH-
 CP3363'NORTHWEST OF THE WEST END OF A 20-INCH METAL CULVERT UNDER A PARISH
 CP3363'ROAD AND 0.6 METER (2 FEET) EAST OF A 5-STRAND BARBED WIRE FENCE.
 CP3363'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 CP3363'THE MARK IS 0.76 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3364 ***********************************************************************
 CP3364  DESIGNATION -  34 V 51
 CP3364  PID         -  CP3364
 CP3364  STATE/COUNTY-  LA/MOREHOUSE
 CP3364  USGS QUAD   -  BONITA SW (1988)
 CP3364
 CP3364                         *CURRENT SURVEY CONTROL
 CP3364  ___________________________________________________________________
 CP3364* NAD 83(1986)-  32 46 18.     (N)    091 40 24.     (W)     SCALED    
 CP3364* NAVD 88     -        28.149  (meters)      92.35   (feet)  ADJUSTED  
 CP3364  ___________________________________________________________________
 CP3364  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3364  DYNAMIC HT  -          28.118 (meters)      92.25  (feet)  COMP
 CP3364  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 CP3364
 CP3364  VERT ORDER  -  SECOND    CLASS I
 CP3364
 CP3364.The horizontal coordinates were scaled from a topographic map and have
 CP3364.an estimated accuracy of +/- 6 seconds.
 CP3364
 CP3364.The orthometric height was determined by differential leveling
 CP3364.and adjusted by the National Geodetic Survey in July 1998..
 CP3364
 CP3364.The geoid height was determined by GEOID03.
 CP3364
 CP3364.The dynamic height is computed by dividing the NAVD 88
 CP3364.geopotential number by the normal gravity value computed on the
 CP3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3364.degrees latitude (g = 980.6199 gals.).
 CP3364
 CP3364.The modeled gravity was interpolated from observed gravity values.
 CP3364
 CP3364;                    North         East    Units  Estimated Accuracy
 CP3364;SPC LA N     -   252,180.    1,077,450.      MT  (+/- 180 meters Scaled)
 CP3364
 CP3364                          SUPERSEDED SURVEY CONTROL
 CP3364
 CP3364.No superseded survey control is available for this station.
 CP3364
 CP3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS242267(NAD 83)
 CP3364_MARKER: DD = SURVEY DISK
 CP3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3364_SP_SET: CONCRETE POST
 CP3364_STAMPING: 34V51 1986
 CP3364_MARK LOGO: LADTD 
 CP3364_PROJECTION: FLUSH
 CP3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3364+STABILITY: SURFACE MOTION
 CP3364
 CP3364  HISTORY     - Date     Condition        Report By
 CP3364  HISTORY     - 1986     MONUMENTED       LADTD
 CP3364
 CP3364                          STATION DESCRIPTION
 CP3364
 CP3364'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3364'23.6 KM (14.6 MI) EAST FROM BASTROP.
 CP3364'ABOUT 23.6 KM (14.6 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3364'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 43.6
 CP3364'METERS (143 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 41.2 METERS
 CP3364'(135 FEET) SOUTHWEST FROM THE SOUTHWEST CORNER OF A BROWN BRICK HOUSE,
 CP3364'15.1 METERS (49 FEET) WEST OF A 30-INCH OAK TREE, 4.6 METERS (15 FEET)
 CP3364'WEST OF THE CENTER OF A GRAVEL ROAD AND 0.6 METERS (2 FEET) EAST-
 CP3364'NORTHEAST OF A POWER POLE.
 CP3364'THE MARK IS 3.05 METERS  N FROM A WITNESS POST.
 CP3364'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3365 ***********************************************************************
 CP3365  DESIGNATION -  34 V 52
 CP3365  PID         -  CP3365
 CP3365  STATE/COUNTY-  LA/MOREHOUSE
 CP3365  USGS QUAD   -  BONITA SW (1988)
 CP3365
 CP3365                         *CURRENT SURVEY CONTROL
 CP3365  ___________________________________________________________________
 CP3365* NAD 83(1986)-  32 46 18.     (N)    091 39 28.     (W)     SCALED    
 CP3365* NAVD 88     -        27.473  (meters)      90.13   (feet)  ADJUSTED  
 CP3365  ___________________________________________________________________
 CP3365  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CP3365  DYNAMIC HT  -          27.443 (meters)      90.04  (feet)  COMP
 CP3365  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 CP3365
 CP3365  VERT ORDER  -  SECOND    CLASS I
 CP3365
 CP3365.The horizontal coordinates were scaled from a topographic map and have
 CP3365.an estimated accuracy of +/- 6 seconds.
 CP3365
 CP3365.The orthometric height was determined by differential leveling
 CP3365.and adjusted by the National Geodetic Survey in July 1998..
 CP3365
 CP3365.The geoid height was determined by GEOID03.
 CP3365
 CP3365.The dynamic height is computed by dividing the NAVD 88
 CP3365.geopotential number by the normal gravity value computed on the
 CP3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3365.degrees latitude (g = 980.6199 gals.).
 CP3365
 CP3365.The modeled gravity was interpolated from observed gravity values.
 CP3365
 CP3365;                    North         East    Units  Estimated Accuracy
 CP3365;SPC LA N     -   252,190.    1,078,910.      MT  (+/- 180 meters Scaled)
 CP3365
 CP3365                          SUPERSEDED SURVEY CONTROL
 CP3365
 CP3365.No superseded survey control is available for this station.
 CP3365
 CP3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS257267(NAD 83)
 CP3365_MARKER: DD = SURVEY DISK
 CP3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3365_SP_SET: CONCRETE POST
 CP3365_STAMPING: 34V52 1986
 CP3365_MARK LOGO: LADTD 
 CP3365_PROJECTION: RECESSED 5 CENTIMETERS
 CP3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3365+STABILITY: SURFACE MOTION
 CP3365
 CP3365  HISTORY     - Date     Condition        Report By
 CP3365  HISTORY     - 1986     MONUMENTED       LADTD
 CP3365
 CP3365                          STATION DESCRIPTION
 CP3365
 CP3365'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3365'24.9 KM (15.5 MI) EAST FROM BASTROP.
 CP3365'ABOUT 24.9 KM (15.5 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3365'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 24.1
 CP3365'METERS (79 FEET) SOUTH OF THE SOUTHWEST CORNER OF A RED BRICK HOUSE,
 CP3365'20.6 METERS (67.5 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 6.1
 CP3365'METERS (22 FEET) SOUTH OF AN 8-INCH PECAN TREE AND 2.9 METERS
 CP3365'(9.5 FEET) WEST OF A POWER POLE WITH A TRANSFORMER.
 CP3365'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP3365'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3366 ***********************************************************************
 CP3366  DESIGNATION -  34 V 53
 CP3366  PID         -  CP3366
 CP3366  STATE/COUNTY-  LA/MOREHOUSE
 CP3366  USGS QUAD   -  BONITA SW (1988)
 CP3366
 CP3366                         *CURRENT SURVEY CONTROL
 CP3366  ___________________________________________________________________
 CP3366* NAD 83(1986)-  32 46 19.     (N)    091 38 20.     (W)     SCALED    
 CP3366* NAVD 88     -        27.589  (meters)      90.51   (feet)  ADJUSTED  
 CP3366  ___________________________________________________________________
 CP3366  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP3366  DYNAMIC HT  -          27.559 (meters)      90.42  (feet)  COMP
 CP3366  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 CP3366
 CP3366  VERT ORDER  -  SECOND    CLASS I
 CP3366
 CP3366.The horizontal coordinates were scaled from a topographic map and have
 CP3366.an estimated accuracy of +/- 6 seconds.
 CP3366
 CP3366.The orthometric height was determined by differential leveling
 CP3366.and adjusted by the National Geodetic Survey in July 1998..
 CP3366
 CP3366.The geoid height was determined by GEOID03.
 CP3366
 CP3366.The dynamic height is computed by dividing the NAVD 88
 CP3366.geopotential number by the normal gravity value computed on the
 CP3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3366.degrees latitude (g = 980.6199 gals.).
 CP3366
 CP3366.The modeled gravity was interpolated from observed gravity values.
 CP3366
 CP3366;                    North         East    Units  Estimated Accuracy
 CP3366;SPC LA N     -   252,230.    1,080,680.      MT  (+/- 180 meters Scaled)
 CP3366
 CP3366                          SUPERSEDED SURVEY CONTROL
 CP3366
 CP3366.No superseded survey control is available for this station.
 CP3366
 CP3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS274268(NAD 83)
 CP3366_MARKER: DD = SURVEY DISK
 CP3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3366_SP_SET: CONCRETE POST
 CP3366_STAMPING: 34V53 1986
 CP3366_MARK LOGO: LADTD 
 CP3366_PROJECTION: FLUSH
 CP3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3366+STABILITY: SURFACE MOTION
 CP3366
 CP3366  HISTORY     - Date     Condition        Report By
 CP3366  HISTORY     - 1986     MONUMENTED       LADTD
 CP3366
 CP3366                          STATION DESCRIPTION
 CP3366
 CP3366'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3366'26.6 KM (16.5 MI) EAST FROM BASTROP.
 CP3366'ABOUT 26.6 KM (16.5 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3366'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 29.1
 CP3366'METERS (95.5 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A RED
 CP3366'BRICK HOUSE, 17.4 METERS (57 FEET) NORTH OF THE CENTERLINE OF THE
 CP3366'HIGHWAY AND 1.7 METERS (5.5 FEET) SOUTH-SOUTHEAST OF A POWER POLE.
 CP3366'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP3366'THE MARK IS 0.46 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8257 ***********************************************************************
 AC8257  DESIGNATION -  34 V 6 RESET
 AC8257  PID         -  AC8257
 AC8257  STATE/COUNTY-  LA/MOREHOUSE
 AC8257  USGS QUAD   -  LAARK (1988)
 AC8257
 AC8257                         *CURRENT SURVEY CONTROL
 AC8257  ___________________________________________________________________
 AC8257* NAD 83(1986)-  32 58 24.     (N)    091 32 30.     (W)     SCALED    
 AC8257* NAVD 88     -        29.15   (meters)      95.6    (feet)  RESET     
 AC8257  ___________________________________________________________________
 AC8257  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AC8257
 AC8257  VERT ORDER  -  THIRD
 AC8257
 AC8257.The horizontal coordinates were scaled from a topographic map and have
 AC8257.an estimated accuracy of +/- 6 seconds.
 AC8257
 AC8257.The orthometric height was computed from unverified reset data.
 AC8257
 AC8257.The geoid height was determined by GEOID03.
 AC8257
 AC8257;                    North         East    Units  Estimated Accuracy
 AC8257;SPC LA N     -   274,640.    1,089,590.      MT  (+/- 180 meters Scaled)
 AC8257
 AC8257                          SUPERSEDED SURVEY CONTROL
 AC8257
 AC8257.No superseded survey control is available for this station.
 AC8257
 AC8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS362492(NAD 83)
 AC8257_MARKER: DD = SURVEY DISK
 AC8257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8257_STAMPING: 34V6 RESET 1995
 AC8257_MARK LOGO: LADTD 
 AC8257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8257+STABILITY: SURFACE MOTION
 AC8257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8257+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8257
 AC8257  HISTORY     - Date     Condition        Report By
 AC8257  HISTORY     - 1995     MONUMENTED       LADTD
 AC8257
 AC8257                          STATION DESCRIPTION
 AC8257
 AC8257'DESCRIBED BY LA TRANSP AND DEV 1995 (SLC)
 AC8257'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF THE ARKANSAS
 AC8257'STATE LINE, 6.0 MI (9.7 KM) EAST OF JONES AND 6.0 MI (9.7 KM)
 AC8257'NORTH-NORTHWEST OF CONCORD.  OWMERSHIP--LOUISIANA DEPARTMENT OF
 AC8257'TRANSPORTATION AND DEVLEOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AC8257'OF U S HIGHWAY 165 AND STATE HIGHWAY 835 IN JONES, GO EAST FOR 6.0 MI
 AC8257'(9.7 KM) ON HIGHWAY 835 TO THE STATION ON THE RIGHT, EAST OF A BRIDGE,
 AC8257'SET NEAR AN IRREGATION WELL,  68.0 FT (20.7 M) NORTH-NORTHEAST FROM
 AC8257'THE WELL, 63.0 FT (19.2 M) NORTH FROM A METER POLE, 45.0 FT (13.7 M)
 AC8257'SOUTH-SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 23.0 FT (7.0 M)
 AC8257'WEST-SOUTHWEST FROM THE CENTER OF A DRIVE LEADING INTO A FIELD, 19.0
 AC8257'FT (5.8 M) NORTHEAST FROM A POWER POLE WITH THREE TRANSFORMERS
 AC8257'ATTACHED, 3.5 FT (1.1 M) WEST FROM THE WEST GATE POST, 1.0 FT (0.3 M)
 AC8257'NORTHEAST FROM A METAL WITNESS POST WITH A SIGH ATTACHED, FLUSH WITH
 AC8257'THE GROUND SURFACE AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF THE
 AC8257'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8258 ***********************************************************************
 AC8258  DESIGNATION -  34 V 7 RESET
 AC8258  PID         -  AC8258
 AC8258  STATE/COUNTY-  LA/MOREHOUSE
 AC8258  USGS QUAD   -  LAARK (1988)
 AC8258
 AC8258                         *CURRENT SURVEY CONTROL
 AC8258  ___________________________________________________________________
 AC8258* NAD 83(1986)-  32 58 25.     (N)    091 33 52.     (W)     SCALED    
 AC8258* NAVD 88     -        29.21   (meters)      95.8    (feet)  RESET     
 AC8258  ___________________________________________________________________
 AC8258  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AC8258
 AC8258  VERT ORDER  -  THIRD
 AC8258
 AC8258.The horizontal coordinates were scaled from a topographic map and have
 AC8258.an estimated accuracy of +/- 6 seconds.
 AC8258
 AC8258.The orthometric height was computed from unverified reset data.
 AC8258
 AC8258.The geoid height was determined by GEOID03.
 AC8258
 AC8258;                    North         East    Units  Estimated Accuracy
 AC8258;SPC LA N     -   274,660.    1,087,460.      MT  (+/- 180 meters Scaled)
 AC8258
 AC8258                          SUPERSEDED SURVEY CONTROL
 AC8258
 AC8258.No superseded survey control is available for this station.
 AC8258
 AC8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS341492(NAD 83)
 AC8258_MARKER: DD = SURVEY DISK
 AC8258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8258_STAMPING: 34V7 RESET 1995
 AC8258_MARK LOGO: LADTD 
 AC8258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8258+STABILITY: SURFACE MOTION
 AC8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8258+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8258
 AC8258  HISTORY     - Date     Condition        Report By
 AC8258  HISTORY     - 1995     MONUMENTED       LADTD
 AC8258
 AC8258                          STATION DESCRIPTION
 AC8258
 AC8258'DESCRIBED BY LA TRANSP AND DEV 1995 (SLC)
 AC8258'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF THE ARKANSAS
 AC8258'STATE LINE, 4.7 MI (7.6 KM) EAST OF JONES AND 7.3 MI (11.7 KM)
 AC8258'WEST-NORTHWEST OF CONCORD.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8258'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AC8258'OF U S HIGHWAY 165 AND STATE HIGHWAY 835 IN JONES, GO EAST FOR 4.7 MI
 AC8258'(7.6 KM) ON HIGHWAY 835 TO THE STATION ON THE RIGHT JUST EAST OF A
 AC8258'BRIDGE SET NEAR AN IRRIGATION WELL,  44.5 FT (13.6 M) SOUTH FROM THE
 AC8258'CENTER OF THE HIGHWAY, 15.5 FT (4.7 M) NORTH FROM THE WELL, 10.5 FT
 AC8258'(3.2 M) NORTH FROM A METER POLE, 6.0 FT (1.8 M) FROM A POWER POLE WITH
 AC8258'A TRANSFORMER ATTACHED, 1.5 FT (0.5 M) WEST FROM A METAL WITNESS POST
 AC8258'WITH A SIGN ATTACHED, PROJECTING 2.0 INCHES ABOVE THE GROUND SURFACE
 AC8258'AND ABOUT 6.0 FT (1.8 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3239 ***********************************************************************
 CP3239  DESIGNATION -  34 V 8
 CP3239  PID         -  CP3239
 CP3239  STATE/COUNTY-  LA/MOREHOUSE
 CP3239  USGS QUAD   -  LAARK (1988)
 CP3239
 CP3239                         *CURRENT SURVEY CONTROL
 CP3239  ___________________________________________________________________
 CP3239* NAD 83(1986)-  32 58 25.     (N)    091 34 46.     (W)     SCALED    
 CP3239* NAVD 88     -        30.225  (meters)      99.16   (feet)  ADJUSTED  
 CP3239  ___________________________________________________________________
 CP3239  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3239  DYNAMIC HT  -          30.192 (meters)      99.05  (feet)  COMP
 CP3239  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 CP3239
 CP3239  VERT ORDER  -  SECOND    CLASS II
 CP3239
 CP3239.The horizontal coordinates were scaled from a topographic map and have
 CP3239.an estimated accuracy of +/- 6 seconds.
 CP3239
 CP3239.The orthometric height was determined by differential leveling
 CP3239.and adjusted by the National Geodetic Survey in June 1991..
 CP3239
 CP3239.The geoid height was determined by GEOID03.
 CP3239
 CP3239.The dynamic height is computed by dividing the NAVD 88
 CP3239.geopotential number by the normal gravity value computed on the
 CP3239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3239.degrees latitude (g = 980.6199 gals.).
 CP3239
 CP3239.The modeled gravity was interpolated from observed gravity values.
 CP3239
 CP3239;                    North         East    Units  Estimated Accuracy
 CP3239;SPC LA N     -   274,640.    1,086,060.      MT  (+/- 180 meters Scaled)
 CP3239
 CP3239                          SUPERSEDED SURVEY CONTROL
 CP3239
 CP3239.No superseded survey control is available for this station.
 CP3239
 CP3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS327492(NAD 83)
 CP3239_MARKER: DD = SURVEY DISK
 CP3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3239_SP_SET: CONCRETE POST
 CP3239_STAMPING: 34 V 8 1986
 CP3239_MARK LOGO: LADTD 
 CP3239_PROJECTION: RECESSED 3 CENTIMETERS
 CP3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3239+STABILITY: SURFACE MOTION
 CP3239
 CP3239  HISTORY     - Date     Condition        Report By
 CP3239  HISTORY     - 1986     MONUMENTED       LADTD
 CP3239
 CP3239                          STATION DESCRIPTION
 CP3239
 CP3239'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3239'26.6 KM (16.6 MI) WEST FROM KILBOURNE.
 CP3239'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3239'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3239'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR
 CP3239'14.1 KM (8.75 MI) TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY, 22
 CP3239'METERS (72 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME
 CP3239'HOUSE, 13.9 METERS (45.5 FEET) NORTH OF THE CENTER OF THE HIGHWAY,
 CP3239'2.3 METERS (7.5 FEET) EAST-NORTHEAST OF A TELEPHONE REPAIR BOX NUMBER
 CP3239'1-21-151 AND 1.4 METERS (4.5 FEET) NORTHEAST OF A SERVICE POLE.
 CP3239'THE MARK IS 1.22 METERS  N FROM A WITNESS POST.
 CP3239'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3241 ***********************************************************************
 CP3241  DESIGNATION -  34 V 9
 CP3241  PID         -  CP3241
 CP3241  STATE/COUNTY-  LA/MOREHOUSE
 CP3241  USGS QUAD   -  LAARK (1988)
 CP3241
 CP3241                         *CURRENT SURVEY CONTROL
 CP3241  ___________________________________________________________________
 CP3241* NAD 83(1986)-  32 58 22.     (N)    091 36 47.     (W)     SCALED    
 CP3241* NAVD 88     -        30.177  (meters)      99.01   (feet)  ADJUSTED  
 CP3241  ___________________________________________________________________
 CP3241  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3241  DYNAMIC HT  -          30.145 (meters)      98.90  (feet)  COMP
 CP3241  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 CP3241
 CP3241  VERT ORDER  -  SECOND    CLASS II
 CP3241
 CP3241.The horizontal coordinates were scaled from a topographic map and have
 CP3241.an estimated accuracy of +/- 6 seconds.
 CP3241
 CP3241.The orthometric height was determined by differential leveling
 CP3241.and adjusted by the National Geodetic Survey in June 1991..
 CP3241
 CP3241.The geoid height was determined by GEOID03.
 CP3241
 CP3241.The dynamic height is computed by dividing the NAVD 88
 CP3241.geopotential number by the normal gravity value computed on the
 CP3241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3241.degrees latitude (g = 980.6199 gals.).
 CP3241
 CP3241.The modeled gravity was interpolated from observed gravity values.
 CP3241
 CP3241;                    North         East    Units  Estimated Accuracy
 CP3241;SPC LA N     -   274,530.    1,082,920.      MT  (+/- 180 meters Scaled)
 CP3241
 CP3241                          SUPERSEDED SURVEY CONTROL
 CP3241
 CP3241.No superseded survey control is available for this station.
 CP3241
 CP3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS296491(NAD 83)
 CP3241_MARKER: DD = SURVEY DISK
 CP3241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3241_SP_SET: CONCRETE POST
 CP3241_STAMPING: 34 V 9 1986
 CP3241_MARK LOGO: LADTD 
 CP3241_PROJECTION: RECESSED 5 CENTIMETERS
 CP3241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3241+STABILITY: SURFACE MOTION
 CP3241
 CP3241  HISTORY     - Date     Condition        Report By
 CP3241  HISTORY     - 1986     MONUMENTED       LADTD
 CP3241
 CP3241                          STATION DESCRIPTION
 CP3241
 CP3241'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3241'29.9 KM (18.6 MI) WEST FROM KILBOURNE.
 CP3241'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3241'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3241'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR
 CP3241'17.4 KM (10.8 MI) TO THE MARK ON THE SOUTH SIDE OF THE HIGHWAY, 38.6
 CP3241'METERS (126.5 FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WOOD
 CP3241'FRAME HOUSE BELONGING TO GEORGE PETTY, 19.7 METERS (64.5 FEET) SOUTH
 CP3241'OF THE CENTER OF THE HIGHWAY, 9.1 METERS (30 FEET) SOUTH-SOUTHWEST OF
 CP3241'A POWER POLE WITH A TRANSFORMER AND 5.5 METERS (18 FEET) WEST OF A
 CP3241'GRAVEL DRIVE LEADING TO THE HOME OF GEORGE PETTY.
 CP3241'THE MARK IS 1.68 METERS  SW FROM A WITNESS POST.
 CP3241'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0685 ***********************************************************************
 CP0685  DESIGNATION -  3400 A BOLT
 CP0685  PID         -  CP0685
 CP0685  STATE/COUNTY-  LA/MADISON
 CP0685  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0685
 CP0685                         *CURRENT SURVEY CONTROL
 CP0685  ___________________________________________________________________
 CP0685* NAD 83(1986)-  32 19 38.     (N)    090 55 48.     (W)     SCALED    
 CP0685* NAVD 88     -        25.86   (+/-2cm)      84.8    (feet)  VERTCON   
 CP0685  ___________________________________________________________________
 CP0685  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0685
 CP0685  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0685
 CP0685.The horizontal coordinates were scaled from a topographic map and have
 CP0685.an estimated accuracy of +/- 6 seconds.
 CP0685
 CP0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0685.The vertical order pertains to the NGVD 29 superseded value.
 CP0685
 CP0685.The geoid height was determined by GEOID03.
 CP0685
 CP0685;                    North         East    Units  Estimated Accuracy
 CP0685;SPC LA N     -   203,670.    1,147,810.      MT  (+/- 180 meters Scaled)
 CP0685
 CP0685                          SUPERSEDED SURVEY CONTROL
 CP0685
 CP0685  NGVD 29 (??/??/92)   25.88   (m)           84.9    (f) COMPUTED    1 2
 CP0685
 CP0685.Superseded values are not recommended for survey control.
 CP0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0685.See file dsdata.txt to determine how the superseded data were derived.
 CP0685
 CP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR948785(NAD 83)
 CP0685_MARKER: B = BOLT
 CP0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0685_SP_SET: STONE
 CP0685_STAMPING: 3400 A
 CP0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0685+STABILITY: SURFACE MOTION
 CP0685
 CP0685  HISTORY     - Date     Condition        Report By
 CP0685  HISTORY     - UNK      MONUMENTED       DOD
 CP0685  HISTORY     - 1968     GOOD             NGS
 CP0685
 CP0685                          STATION DESCRIPTION
 CP0685
 CP0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0685'0.5 MI NW FROM DELTA POINT.
 CP0685'1/2 MILE NORTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0685'1,422 FEET SOUTHWEST OF LEVEE STATION 3400, 60 FEET NORTH OF A CABIN
 CP0685'(NEGRO), 30 FEET WEST OF A ROAD, AND 6 FEET NORTH OF A SMALL BARN.  A
 CP0685'COPPER BOLT, SET IN THE TOP OF A STONE 3 FEET UNDER GROUND, ACCESS TO
 CP0685'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 14 INCHES ABOVE GROUND
 CP0685'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED
 CP0685'3400 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0684 ***********************************************************************
 CP0684  DESIGNATION -  3400 A CAP
 CP0684  PID         -  CP0684
 CP0684  STATE/COUNTY-  LA/MADISON
 CP0684  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0684
 CP0684                         *CURRENT SURVEY CONTROL
 CP0684  ___________________________________________________________________
 CP0684* NAD 83(1986)-  32 19 38.     (N)    090 55 48.     (W)     SCALED    
 CP0684* NAVD 88     -        27.08   (+/-2cm)      88.8    (feet)  VERTCON   
 CP0684  ___________________________________________________________________
 CP0684  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0684
 CP0684  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0684
 CP0684.The horizontal coordinates were scaled from a topographic map and have
 CP0684.an estimated accuracy of +/- 6 seconds.
 CP0684
 CP0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0684.The vertical order pertains to the NGVD 29 superseded value.
 CP0684
 CP0684.The geoid height was determined by GEOID03.
 CP0684
 CP0684;                    North         East    Units  Estimated Accuracy
 CP0684;SPC LA N     -   203,670.    1,147,810.      MT  (+/- 180 meters Scaled)
 CP0684
 CP0684                          SUPERSEDED SURVEY CONTROL
 CP0684
 CP0684  NGVD 29 (??/??/92)   27.10   (m)           88.9    (f) COMPUTED    1 2
 CP0684
 CP0684.Superseded values are not recommended for survey control.
 CP0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0684.See file dsdata.txt to determine how the superseded data were derived.
 CP0684
 CP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR948785(NAD 83)
 CP0684_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0684_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0684_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0684_STAMPING: 3400 A
 CP0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0684
 CP0684  HISTORY     - Date     Condition        Report By
 CP0684  HISTORY     - UNK      MONUMENTED       DOD
 CP0684  HISTORY     - 1968     MARK NOT FOUND   NGS
 CP0684
 CP0684                          STATION DESCRIPTION
 CP0684
 CP0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0684'0.5 MI NW FROM DELTA POINT.
 CP0684'1/2 MILE NORTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0684'1,422 FEET SOUTHWEST OF LEVEE STATION 3400, 60 FEET NORTH OF A CABIN
 CP0684'(NEGRO), 30 FEET WEST OF A ROAD, AND 6 FEET NORTH OF A SMALL BARN. AN
 CP0684'IRON PIPE PROJECTING 14 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CP0684'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED 3400 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0043 ***********************************************************************
 BX0043  DESIGNATION -  3402 LAGS
 BX0043  PID         -  BX0043
 BX0043  STATE/COUNTY-  LA/GRANT
 BX0043  USGS QUAD   -  MUDVILLE (1985)
 BX0043
 BX0043                         *CURRENT SURVEY CONTROL
 BX0043  ___________________________________________________________________
 BX0043* NAD 83(1986)-  31 40 53.     (N)    092 25 16.     (W)     SCALED    
 BX0043* NAVD 88     -        49.38   (+/-2cm)     162.0    (feet)  VERTCON   
 BX0043  ___________________________________________________________________
 BX0043  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX0043
 BX0043  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0043
 BX0043.The horizontal coordinates were scaled from a topographic map and have
 BX0043.an estimated accuracy of +/- 6 seconds.
 BX0043
 BX0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0043.The vertical order pertains to the NGVD 29 superseded value.
 BX0043
 BX0043.The geoid height was determined by GEOID03.
 BX0043
 BX0043;                    North         East    Units  Estimated Accuracy
 BX0043;SPC LA N     -   130,990.    1,007,480.      MT  (+/- 180 meters Scaled)
 BX0043
 BX0043                          SUPERSEDED SURVEY CONTROL
 BX0043
 BX0043  NGVD 29 (??/??/??)   49.388  (m)          162.03   (f) ADJUSTED    1 2
 BX0043
 BX0043.Superseded values are not recommended for survey control.
 BX0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0043.See file dsdata.txt to determine how the superseded data were derived.
 BX0043
 BX0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR548052(NAD 83)
 BX0043_MARKER: DD = SURVEY DISK
 BX0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0043_STAMPING: 3402
 BX0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0043+STABILITY: SURFACE MOTION
 BX0043
 BX0043  HISTORY     - Date     Condition        Report By
 BX0043  HISTORY     - UNK      MONUMENTED       LAGS
 BX0043  HISTORY     - 1966     GOOD             CGS
 BX0043
 BX0043                          STATION DESCRIPTION
 BX0043
 BX0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0043'6.65 MI SW FROM GEORGETOWN.
 BX0043'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0043'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST
 BX0043'ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165,
 BX0043'THENCE 1.9 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 12, T 8
 BX0043'N, R 1 W, ON THE CREST OF A SMALL HILL, 71 FEET WEST OF THE CENTER OF
 BX0043'THE INTERSECTION OF A TRACK ROAD, 48 1/2 FEET NORTHWEST OF THE CENTER
 BX0043'LINE OF THE ROAD, 53 1/2 FEET SOUTHWEST OF A WOODEN GATE, 1 FOOT
 BX0043'SOUTHEAST OF A FENCE, 4.0 FEET NORTHWEST OF A METAL WITNESS POST,
 BX0043'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BX0043'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0329 ***********************************************************************
 BX0329  DESIGNATION -  3426 LAGS
 BX0329  PID         -  BX0329
 BX0329  STATE/COUNTY-  LA/LA SALLE
 BX0329  USGS QUAD   -  TULLOS (1984)
 BX0329
 BX0329                         *CURRENT SURVEY CONTROL
 BX0329  ___________________________________________________________________
 BX0329* NAD 83(1986)-  31 49 49.     (N)    092 20 00.     (W)     SCALED    
 BX0329* NAVD 88     -        26.31   (+/-2cm)      86.3    (feet)  VERTCON   
 BX0329  ___________________________________________________________________
 BX0329  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0329
 BX0329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0329
 BX0329.The horizontal coordinates were scaled from a topographic map and have
 BX0329.an estimated accuracy of +/- 6 seconds.
 BX0329
 BX0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0329.The vertical order pertains to the NGVD 29 superseded value.
 BX0329
 BX0329.The geoid height was determined by GEOID03.
 BX0329
 BX0329;                    North         East    Units  Estimated Accuracy
 BX0329;SPC LA N     -   147,510.    1,015,780.      MT  (+/- 180 meters Scaled)
 BX0329
 BX0329                          SUPERSEDED SURVEY CONTROL
 BX0329
 BX0329  NGVD 29 (??/??/??)   26.320  (m)           86.35   (f) ADJUSTED    2 0
 BX0329
 BX0329.Superseded values are not recommended for survey control.
 BX0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0329.See file dsdata.txt to determine how the superseded data were derived.
 BX0329
 BX0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR630218(NAD 83)
 BX0329_MARKER: DD = SURVEY DISK
 BX0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0329_STAMPING: 3426
 BX0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0329+STABILITY: SURFACE MOTION
 BX0329
 BX0329  HISTORY     - Date     Condition        Report By
 BX0329  HISTORY     - UNK      MONUMENTED       LAGS
 BX0329  HISTORY     - 1960     GOOD             CGS
 BX0329
 BX0329                          STATION DESCRIPTION
 BX0329
 BX0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0329'0.8 MI NW FROM TULLOS.
 BX0329'LOCATED 0.8 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0329'U.S. 84 AND 165 AT TULLOS, 0.4 MILE EAST OF THE BRIDGE OVER CASTOR
 BX0329'CREEK, 92 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 127 FEET WEST
 BX0329'OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE, 200 FEET WEST OF THE
 BX0329'PRIVATE DRIVEWAY TO THE HOUSE, 88 FEET SOUTH OF A 3-FOOT OAK TREE AND
 BX0329'1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD LOUISIANA
 BX0329'GEODETIC SURVEY DISK, STAMPED 3426, SET IN THE TOP OF A 6-INCH SQUARE
 BX0329'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0330 ***********************************************************************
 BX0330  DESIGNATION -  3427 LAGS
 BX0330  PID         -  BX0330
 BX0330  STATE/COUNTY-  LA/WINN
 BX0330  USGS QUAD   -  TULLOS (1984)
 BX0330
 BX0330                         *CURRENT SURVEY CONTROL
 BX0330  ___________________________________________________________________
 BX0330* NAD 83(1986)-  31 49 50.     (N)    092 20 34.     (W)     SCALED    
 BX0330* NAVD 88     -        22.62   (+/-2cm)      74.2    (feet)  VERTCON   
 BX0330  ___________________________________________________________________
 BX0330  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0330
 BX0330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0330
 BX0330.The horizontal coordinates were scaled from a topographic map and have
 BX0330.an estimated accuracy of +/- 6 seconds.
 BX0330
 BX0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0330.The vertical order pertains to the NGVD 29 superseded value.
 BX0330
 BX0330.The geoid height was determined by GEOID03.
 BX0330
 BX0330;                    North         East    Units  Estimated Accuracy
 BX0330;SPC LA N     -   147,540.    1,014,880.      MT  (+/- 180 meters Scaled)
 BX0330
 BX0330                          SUPERSEDED SURVEY CONTROL
 BX0330
 BX0330  NGVD 29 (??/??/??)   22.638  (m)           74.27   (f) ADJUSTED    2 0
 BX0330
 BX0330.Superseded values are not recommended for survey control.
 BX0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0330.See file dsdata.txt to determine how the superseded data were derived.
 BX0330
 BX0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR621218(NAD 83)
 BX0330_MARKER: DD = SURVEY DISK
 BX0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0330_STAMPING: 3427
 BX0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0330+STABILITY: SURFACE MOTION
 BX0330
 BX0330  HISTORY     - Date     Condition        Report By
 BX0330  HISTORY     - UNK      MONUMENTED       LAGS
 BX0330  HISTORY     - 1950     GOOD             CGS
 BX0330
 BX0330                          STATION DESCRIPTION
 BX0330
 BX0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0330'1.3 MI W FROM TULLOS.
 BX0330'1.3 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF U.S.
 BX0330'HIGHWAYS 84 AND 165 AT TULLOS, 0.1 MILE WEST OF A STEEL BRIDGE OVER
 BX0330'CASTOR CREEK, 52.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15.0
 BX0330'FEET WEST OF THE SOUTH END OF A WOODEN GATE, 26.0 FEET SOUTHEAST OF A
 BX0330'20-INCH GUM TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0
 BX0330'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0331 ***********************************************************************
 BX0331  DESIGNATION -  3427 LAGS RESET 1960
 BX0331  PID         -  BX0331
 BX0331  STATE/COUNTY-  LA/WINN
 BX0331  USGS QUAD   -  TULLOS (1984)
 BX0331
 BX0331                         *CURRENT SURVEY CONTROL
 BX0331  ___________________________________________________________________
 BX0331* NAD 83(1986)-  31 49 51.     (N)    092 20 35.     (W)     SCALED    
 BX0331* NAVD 88     -        22.65   (+/-2cm)      74.3    (feet)  VERTCON   
 BX0331  ___________________________________________________________________
 BX0331  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0331
 BX0331  VERT ORDER  -  THIRD (See Below)
 BX0331
 BX0331.The horizontal coordinates were scaled from a topographic map and have
 BX0331.an estimated accuracy of +/- 6 seconds.
 BX0331
 BX0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0331.The vertical order pertains to the NGVD 29 superseded value.
 BX0331
 BX0331.The geoid height was determined by GEOID03.
 BX0331
 BX0331;                    North         East    Units  Estimated Accuracy
 BX0331;SPC LA N     -   147,570.    1,014,860.      MT  (+/- 180 meters Scaled)
 BX0331
 BX0331                          SUPERSEDED SURVEY CONTROL
 BX0331
 BX0331  NGVD 29 (??/??/??)   22.67   (m)           74.4    (f) RESET       3  
 BX0331
 BX0331.Superseded values are not recommended for survey control.
 BX0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0331.See file dsdata.txt to determine how the superseded data were derived.
 BX0331
 BX0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR621218(NAD 83)
 BX0331_MARKER: DD = SURVEY DISK
 BX0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0331_STAMPING: 3427 RESET 1960
 BX0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0331+STABILITY: SURFACE MOTION
 BX0331
 BX0331  HISTORY     - Date     Condition        Report By
 BX0331  HISTORY     - 1960     MONUMENTED       CGS
 BX0331
 BX0331                          STATION DESCRIPTION
 BX0331
 BX0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0331'1.3 MI W FROM TULLOS.
 BX0331'THE MARK IS LOCATED 1.3 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE
 BX0331'INTERSECTION OF U.S. HIGHWAY 84 AND 165 AT TULLOS, 319 FEET WEST OF
 BX0331'THE WEST END OF THE BRIDGE OVER CASTOR CREEK, 120 FEET NORTH OF THE
 BX0331'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A METAL WITNESS POST,
 BX0331'AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6
 BX0331'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0335 ***********************************************************************
 BX0335  DESIGNATION -  3430 LAGS RESET 1957
 BX0335  PID         -  BX0335
 BX0335  STATE/COUNTY-  LA/WINN
 BX0335  USGS QUAD   -  TULLOS (1984)
 BX0335
 BX0335                         *CURRENT SURVEY CONTROL
 BX0335  ___________________________________________________________________
 BX0335* NAD 83(1986)-  31 49 51.     (N)    092 21 47.     (W)     SCALED    
 BX0335* NAVD 88     -        23.94   (+/-2cm)      78.5    (feet)  VERTCON   
 BX0335  ___________________________________________________________________
 BX0335  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0335
 BX0335  VERT ORDER  -  THIRD (See Below)
 BX0335
 BX0335.The horizontal coordinates were scaled from a topographic map and have
 BX0335.an estimated accuracy of +/- 6 seconds.
 BX0335
 BX0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0335.The vertical order pertains to the NGVD 29 superseded value.
 BX0335
 BX0335.The geoid height was determined by GEOID03.
 BX0335
 BX0335;                    North         East    Units  Estimated Accuracy
 BX0335;SPC LA N     -   147,560.    1,012,960.      MT  (+/- 180 meters Scaled)
 BX0335
 BX0335                          SUPERSEDED SURVEY CONTROL
 BX0335
 BX0335  NGVD 29 (??/??/??)   23.96   (m)           78.6    (f) RESET       3  
 BX0335
 BX0335.Superseded values are not recommended for survey control.
 BX0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0335.See file dsdata.txt to determine how the superseded data were derived.
 BX0335
 BX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR602218(NAD 83)
 BX0335_MARKER: DD = SURVEY DISK
 BX0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0335_STAMPING: 3430 RESET 1957
 BX0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0335+STABILITY: SURFACE MOTION
 BX0335
 BX0335  HISTORY     - Date     Condition        Report By
 BX0335  HISTORY     - 1957     MONUMENTED       CGS
 BX0335
 BX0335                          STATION DESCRIPTION
 BX0335
 BX0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0335'2.6 MI W FROM TULLOS.
 BX0335'LOCATED 2.6 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0335'U.S. HIGHWAYS 84 AND 165 AT TULLOS, AT THE JUNCTION OF A DIRT ROAD
 BX0335'LEADING NORTH, 47 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 71 FEET
 BX0335'EAST OF THE PROJECTED CENTERLINE OF THE DIRT ROAD LEADING NORTH, 4
 BX0335'FEET WEST OF A WITNESS POST, 82 FEET WEST OF A POWER POLE, AND 59 FEET
 BX0335'WEST OF THE CENTER OF A WIRE GATE, AND SET IN THE TOP OF A 12-INCH
 BX0335'ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2540 ***********************************************************************
 BX2540  DESIGNATION -  3430 LAGS RESET 1960
 BX2540  PID         -  BX2540
 BX2540  STATE/COUNTY-  LA/WINN
 BX2540  USGS QUAD   -  TULLOS (1984)
 BX2540
 BX2540                         *CURRENT SURVEY CONTROL
 BX2540  ___________________________________________________________________
 BX2540* NAD 83(1986)-  31 49 51.     (N)    092 21 47.     (W)     SCALED    
 BX2540* NAVD 88     -        23.96   (+/-2cm)      78.6    (feet)  VERTCON   
 BX2540  ___________________________________________________________________
 BX2540  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX2540
 BX2540  VERT ORDER  -  THIRD (See Below)
 BX2540
 BX2540.The horizontal coordinates were scaled from a topographic map and have
 BX2540.an estimated accuracy of +/- 6 seconds.
 BX2540
 BX2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2540.The vertical order pertains to the NGVD 29 superseded value.
 BX2540
 BX2540.The geoid height was determined by GEOID03.
 BX2540
 BX2540;                    North         East    Units  Estimated Accuracy
 BX2540;SPC LA N     -   147,560.    1,012,960.      MT  (+/- 180 meters Scaled)
 BX2540
 BX2540                          SUPERSEDED SURVEY CONTROL
 BX2540
 BX2540  NGVD 29 (??/??/??)   23.97   (m)           78.6    (f) RESET       3  
 BX2540
 BX2540.Superseded values are not recommended for survey control.
 BX2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2540.See file dsdata.txt to determine how the superseded data were derived.
 BX2540
 BX2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR602218(NAD 83)
 BX2540_MARKER: DD = SURVEY DISK
 BX2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2540_STAMPING: 3430 RESET 1960
 BX2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2540+STABILITY: SURFACE MOTION
 BX2540
 BX2540  HISTORY     - Date     Condition        Report By
 BX2540  HISTORY     - 1960     MONUMENTED       CGS
 BX2540
 BX2540                          STATION DESCRIPTION
 BX2540
 BX2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2540'2.6 MI W FROM TULLOS.
 BX2540'THE MARK IS LOCATED 2.6 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS
 BX2540'JUNCTION WITH OLD U.S. HIGHWAY 165 AT TULLOS, AT THE JUNCTION WITH
 BX2540'A DIRT ROAD LEADING NORTH, 71 FEET WEST OF THE PROJECTED CENTER-
 BX2540'LINE OF THE ROAD LEADING NORTH, 64 FEET SOUTH OF THE CENTERLINE
 BX2540'OF U.S. HIGHWAY 84, 59 FEET WEST OF THE CENTER OF A WIRE GATE AND
 BX2540'1 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF AN
 BX2540'8-INCH SQUARE PRECAST CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0338 ***********************************************************************
 BX0338  DESIGNATION -  3431 LAGS
 BX0338  PID         -  BX0338
 BX0338  STATE/COUNTY-  LA/WINN
 BX0338  USGS QUAD   -  GEORGETOWN (1984)
 BX0338
 BX0338                         *CURRENT SURVEY CONTROL
 BX0338  ___________________________________________________________________
 BX0338* NAD 83(1986)-  31 50 02.     (N)    092 22 36.     (W)     SCALED    
 BX0338* NAVD 88     -        27.18   (+/-2cm)      89.2    (feet)  VERTCON   
 BX0338  ___________________________________________________________________
 BX0338  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0338
 BX0338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0338
 BX0338.The horizontal coordinates were scaled from a topographic map and have
 BX0338.an estimated accuracy of +/- 6 seconds.
 BX0338
 BX0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0338.The vertical order pertains to the NGVD 29 superseded value.
 BX0338
 BX0338.The geoid height was determined by GEOID03.
 BX0338
 BX0338;                    North         East    Units  Estimated Accuracy
 BX0338;SPC LA N     -   147,900.    1,011,670.      MT  (+/- 180 meters Scaled)
 BX0338
 BX0338                          SUPERSEDED SURVEY CONTROL
 BX0338
 BX0338  NGVD 29 (??/??/??)   27.198  (m)           89.23   (f) ADJUSTED    2 0
 BX0338
 BX0338.Superseded values are not recommended for survey control.
 BX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0338.See file dsdata.txt to determine how the superseded data were derived.
 BX0338
 BX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR589221(NAD 83)
 BX0338_MARKER: DD = SURVEY DISK
 BX0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0338_STAMPING: 3431
 BX0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0338+STABILITY: SURFACE MOTION
 BX0338
 BX0338  HISTORY     - Date     Condition        Report By
 BX0338  HISTORY     - UNK      MONUMENTED       LAGS
 BX0338  HISTORY     - 1950     GOOD             CGS
 BX0338  HISTORY     - 1957     GOOD             CGS
 BX0338
 BX0338                          STATION DESCRIPTION
 BX0338
 BX0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0338'3.4 MIL W FROM TULLOS.
 BX0338'3.4 MILES WEST ALONG U.S.  HIGHWAY 84 FROM THE INTERSECTION OF U.S.
 BX0338'HIGHWAYS 84 AND 165 AT TULLOS, AT A ROAD JUNCTION, 175 FEET WEST OF
 BX0338'THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 40.0 FEET SOUTH OF
 BX0338'THE CENTER LINE OF THE HIGHWAY, 17.5 FEET NORTH OF A 24-INCH PINE TREE
 BX0338'WITH A TRIANGULAR BLAZE, 5.5 FEET SOUTH OF A CONCRETE REFERENCE POST,
 BX0338'IN LINE WITH A ROW OF POWER POLES, AND SET IN THE TOP OF A CONCRETE
 BX0338'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 BX0338
 BX0338                          STATION RECOVERY (1957)
 BX0338
 BX0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 BX0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0339 ***********************************************************************
 BX0339  DESIGNATION -  3431 LAGS RESET 1960
 BX0339  PID         -  BX0339
 BX0339  STATE/COUNTY-  LA/WINN
 BX0339  USGS QUAD   -  GEORGETOWN (1984)
 BX0339
 BX0339                         *CURRENT SURVEY CONTROL
 BX0339  ___________________________________________________________________
 BX0339* NAD 83(1986)-  31 50 02.     (N)    092 22 36.     (W)     SCALED    
 BX0339* NAVD 88     -        26.96   (+/-2cm)      88.5    (feet)  VERTCON   
 BX0339  ___________________________________________________________________
 BX0339  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0339
 BX0339  VERT ORDER  -  THIRD (See Below)
 BX0339
 BX0339.The horizontal coordinates were scaled from a topographic map and have
 BX0339.an estimated accuracy of +/- 6 seconds.
 BX0339
 BX0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0339.The vertical order pertains to the NGVD 29 superseded value.
 BX0339
 BX0339.The geoid height was determined by GEOID03.
 BX0339
 BX0339;                    North         East    Units  Estimated Accuracy
 BX0339;SPC LA N     -   147,900.    1,011,670.      MT  (+/- 180 meters Scaled)
 BX0339
 BX0339                          SUPERSEDED SURVEY CONTROL
 BX0339
 BX0339  NGVD 29 (??/??/??)   26.98   (m)           88.5    (f) RESET       3  
 BX0339
 BX0339.Superseded values are not recommended for survey control.
 BX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0339.See file dsdata.txt to determine how the superseded data were derived.
 BX0339
 BX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR589221(NAD 83)
 BX0339_MARKER: DD = SURVEY DISK
 BX0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0339_STAMPING: 3431 RESET 1960
 BX0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0339+STABILITY: SURFACE MOTION
 BX0339
 BX0339  HISTORY     - Date     Condition        Report By
 BX0339  HISTORY     - 1960     MONUMENTED       CGS
 BX0339
 BX0339                          STATION DESCRIPTION
 BX0339
 BX0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0339'3.4 MI W FROM TULLOS.
 BX0339'THE MARK IS LOCATED 3.4 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS
 BX0339'JUNCTION WITH OLD U.S. HIGHWAY 165 AT TULLOS, 175 FEET WEST OF THE
 BX0339'PROJECTED CENTER OF A ROAD LEADING NORTH, 64 FEET SOUTH OF THE
 BX0339'CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE
 BX0339'AND 1 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF AN
 BX0339'8-INCH SQUARE PRECAST CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0340 ***********************************************************************
 BX0340  DESIGNATION -  3432 LAGS
 BX0340  PID         -  BX0340
 BX0340  STATE/COUNTY-  LA/WINN
 BX0340  USGS QUAD   -  GEORGETOWN (1984)
 BX0340
 BX0340                         *CURRENT SURVEY CONTROL
 BX0340  ___________________________________________________________________
 BX0340* NAD 83(1986)-  31 50 10.     (N)    092 23 02.     (W)     SCALED    
 BX0340* NAVD 88     -        29.31   (+/-2cm)      96.2    (feet)  VERTCON   
 BX0340  ___________________________________________________________________
 BX0340  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0340
 BX0340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0340
 BX0340.The horizontal coordinates were scaled from a topographic map and have
 BX0340.an estimated accuracy of +/- 6 seconds.
 BX0340
 BX0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0340.The vertical order pertains to the NGVD 29 superseded value.
 BX0340
 BX0340.The geoid height was determined by GEOID03.
 BX0340
 BX0340;                    North         East    Units  Estimated Accuracy
 BX0340;SPC LA N     -   148,150.    1,010,990.      MT  (+/- 180 meters Scaled)
 BX0340
 BX0340                          SUPERSEDED SURVEY CONTROL
 BX0340
 BX0340  NGVD 29 (??/??/??)   29.325  (m)           96.21   (f) ADJUSTED    2 0
 BX0340
 BX0340.Superseded values are not recommended for survey control.
 BX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0340.See file dsdata.txt to determine how the superseded data were derived.
 BX0340
 BX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR582224(NAD 83)
 BX0340_MARKER: DD = SURVEY DISK
 BX0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0340_STAMPING: 3432
 BX0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0340+STABILITY: SURFACE MOTION
 BX0340
 BX0340  HISTORY     - Date     Condition        Report By
 BX0340  HISTORY     - UNK      MONUMENTED       LAGS
 BX0340  HISTORY     - 1950     GOOD             CGS
 BX0340  HISTORY     - 1957     GOOD             CGS
 BX0340
 BX0340                          STATION DESCRIPTION
 BX0340
 BX0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0340'3.85 MI W FROM TULLOS.
 BX0340'3.85 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF U.S.
 BX0340'HIGHWAYS 84 AND 165 AT TULLOS, AT A ROAD INTERSECTION, 58 FEET EAST OF
 BX0340'THE CENTER LINE OF A NORTH-SOUTH ROAD, 43.0 FEET NORTH OF THE CENTER
 BX0340'LINE OF THE HIGHWAY, 25.0 FEET SOUTH OF A 27-INCH PINE TREE WITH A
 BX0340'TRIANGULAR BLAZE, 5.4 FEET NORTH OF A CONCRETE REFERENCE POST, AND SET
 BX0340'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BX0340
 BX0340                          STATION RECOVERY (1957)
 BX0340
 BX0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 BX0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0341 ***********************************************************************
 BX0341  DESIGNATION -  3432 LAGS RESET 1960
 BX0341  PID         -  BX0341
 BX0341  STATE/COUNTY-  LA/WINN
 BX0341  USGS QUAD   -  GEORGETOWN (1984)
 BX0341
 BX0341                         *CURRENT SURVEY CONTROL
 BX0341  ___________________________________________________________________
 BX0341* NAD 83(1986)-  31 50 09.     (N)    092 23 01.     (W)     SCALED    
 BX0341* NAVD 88     -        29.41   (+/-2cm)      96.5    (feet)  VERTCON   
 BX0341  ___________________________________________________________________
 BX0341  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0341
 BX0341  VERT ORDER  -  THIRD (See Below)
 BX0341
 BX0341.The horizontal coordinates were scaled from a topographic map and have
 BX0341.an estimated accuracy of +/- 6 seconds.
 BX0341
 BX0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0341.The vertical order pertains to the NGVD 29 superseded value.
 BX0341
 BX0341.The geoid height was determined by GEOID03.
 BX0341
 BX0341;                    North         East    Units  Estimated Accuracy
 BX0341;SPC LA N     -   148,120.    1,011,020.      MT  (+/- 180 meters Scaled)
 BX0341
 BX0341                          SUPERSEDED SURVEY CONTROL
 BX0341
 BX0341  NGVD 29 (??/??/??)   29.42   (m)           96.5    (f) RESET       3  
 BX0341
 BX0341.Superseded values are not recommended for survey control.
 BX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0341.See file dsdata.txt to determine how the superseded data were derived.
 BX0341
 BX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR583224(NAD 83)
 BX0341_MARKER: DD = SURVEY DISK
 BX0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0341_STAMPING: 3432 RESET 1960
 BX0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0341+STABILITY: SURFACE MOTION
 BX0341
 BX0341  HISTORY     - Date     Condition        Report By
 BX0341  HISTORY     - 1960     MONUMENTED       CGS
 BX0341
 BX0341                          STATION DESCRIPTION
 BX0341
 BX0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0341'3.85 MI W FROM TULLOS.
 BX0341'THE MARK IS LOCATED 3.85 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS
 BX0341'JUNCTION WITH OLD U.S. HIGHWAY 165 AT TULLOS, IN THE NORTHEAST ANGLE
 BX0341'OF A ROAD INTERSECTION, 58 FEET EAST OF THE CENTER OF THE ROAD LEADING
 BX0341'NORTH, 64 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF
 BX0341'THE RIGHT-OF-WAY FENCE LINE AND 1 FOOT NORTH OF A METAL WITNESS POST,
 BX0341'AND SET IN THE TOP OF AN 8-INCH SQUARE PRECAST CONCRETE POST
 BX0341'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0345 ***********************************************************************
 BX0345  DESIGNATION -  3433 LAGS RESET 1957
 BX0345  PID         -  BX0345
 BX0345  STATE/COUNTY-  LA/WINN
 BX0345  USGS QUAD   -  GEORGETOWN (1984)
 BX0345
 BX0345                         *CURRENT SURVEY CONTROL
 BX0345  ___________________________________________________________________
 BX0345* NAD 83(1986)-  31 50 21.     (N)    092 23 59.     (W)     SCALED    
 BX0345* NAVD 88     -        36.38   (+/-2cm)     119.4    (feet)  VERTCON   
 BX0345  ___________________________________________________________________
 BX0345  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0345
 BX0345  VERT ORDER  -  THIRD (See Below)
 BX0345
 BX0345.The horizontal coordinates were scaled from a topographic map and have
 BX0345.an estimated accuracy of +/- 6 seconds.
 BX0345
 BX0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0345.The vertical order pertains to the NGVD 29 superseded value.
 BX0345
 BX0345.The geoid height was determined by GEOID03.
 BX0345
 BX0345;                    North         East    Units  Estimated Accuracy
 BX0345;SPC LA N     -   148,480.    1,009,490.      MT  (+/- 180 meters Scaled)
 BX0345
 BX0345                          SUPERSEDED SURVEY CONTROL
 BX0345
 BX0345  NGVD 29 (??/??/??)   36.40   (m)          119.4    (f) RESET       3  
 BX0345
 BX0345.Superseded values are not recommended for survey control.
 BX0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0345.See file dsdata.txt to determine how the superseded data were derived.
 BX0345
 BX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR567227(NAD 83)
 BX0345_MARKER: DD = SURVEY DISK
 BX0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0345_STAMPING: 3433 RESET 1957
 BX0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0345+STABILITY: SURFACE MOTION
 BX0345
 BX0345  HISTORY     - Date     Condition        Report By
 BX0345  HISTORY     - 1957     MONUMENTED       CGS
 BX0345
 BX0345                          STATION DESCRIPTION
 BX0345
 BX0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0345'4.65 MI W FROM TULLOS.
 BX0345'LOCATED 4.65 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0345'U.S. HIGHWAYS 84 AND 165 AT TULLOS, 0.3 MILE EAST OF A CROSSROAD, 89
 BX0345'PACES EAST OF A CONCRETE CULVERT, 49 FEET NORTH OF THE CENTERLINE OF
 BX0345'THE HIGHWAY, 10.5 FEET SOUTHEAST OF A 12-INCH PINE TREE, AND 8 FEET
 BX0345'NORTH OF A FENCE LINE, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BX0345'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0346 ***********************************************************************
 BX0346  DESIGNATION -  3433 LAGS RESET 1960
 BX0346  PID         -  BX0346
 BX0346  STATE/COUNTY-  LA/WINN
 BX0346  USGS QUAD   -  GEORGETOWN (1984)
 BX0346
 BX0346                         *CURRENT SURVEY CONTROL
 BX0346  ___________________________________________________________________
 BX0346* NAD 83(1986)-  31 50 22.     (N)    092 23 58.     (W)     SCALED    
 BX0346* NAVD 88     -        36.48   (+/-2cm)     119.7    (feet)  VERTCON   
 BX0346  ___________________________________________________________________
 BX0346  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0346
 BX0346  VERT ORDER  -  THIRD (See Below)
 BX0346
 BX0346.The horizontal coordinates were scaled from a topographic map and have
 BX0346.an estimated accuracy of +/- 6 seconds.
 BX0346
 BX0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0346.The vertical order pertains to the NGVD 29 superseded value.
 BX0346
 BX0346.The geoid height was determined by GEOID03.
 BX0346
 BX0346;                    North         East    Units  Estimated Accuracy
 BX0346;SPC LA N     -   148,520.    1,009,520.      MT  (+/- 180 meters Scaled)
 BX0346
 BX0346                          SUPERSEDED SURVEY CONTROL
 BX0346
 BX0346  NGVD 29 (??/??/??)   36.50   (m)          119.8    (f) RESET       3  
 BX0346
 BX0346.Superseded values are not recommended for survey control.
 BX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0346.See file dsdata.txt to determine how the superseded data were derived.
 BX0346
 BX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR568227(NAD 83)
 BX0346_MARKER: DD = SURVEY DISK
 BX0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0346_STAMPING: 3433 RESET 1960
 BX0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0346+STABILITY: SURFACE MOTION
 BX0346
 BX0346  HISTORY     - Date     Condition        Report By
 BX0346  HISTORY     - 1960     MONUMENTED       CGS
 BX0346
 BX0346                          STATION DESCRIPTION
 BX0346
 BX0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0346'4.65 MI W FROM TULLOS.
 BX0346'THE MARK IS LOCATED 4.65 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS
 BX0346'JUNCTION WITH OLD U.S. HIGHWAY 165 AT TULLOS, 0.3 MILE EAST OF A
 BX0346'CROSSROADS, 89 PACES EAST OF A CONCRETE CULVERT, 65 FEET NORTH OF THE
 BX0346'CENTERLINE OF THE HIGHWAY, 35 FEET EAST OF A 2-FOOT PINE TREE, 61 FEET
 BX0346'WEST-SOUTHWEST OF TWIN PINE TREES, 5 FEET NORTH OF THE RIGHT-OF-WAY
 BX0346'FENCE, ABOUT 20 FEET EAST OF THE HIGHEST PART OF THE KNOLL, AND 1 FOOT
 BX0346'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF AN 8-INCH
 BX0346'SQUARE PRECAST CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0348 ***********************************************************************
 BX0348  DESIGNATION -  3434 LAGS RESET 1957
 BX0348  PID         -  BX0348
 BX0348  STATE/COUNTY-  LA/WINN
 BX0348  USGS QUAD   -  GEORGETOWN (1984)
 BX0348
 BX0348                         *CURRENT SURVEY CONTROL
 BX0348  ___________________________________________________________________
 BX0348* NAD 83(1986)-  31 50 24.     (N)    092 24 12.     (W)     SCALED    
 BX0348* NAVD 88     -        34.10   (+/-2cm)     111.9    (feet)  VERTCON   
 BX0348  ___________________________________________________________________
 BX0348  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0348
 BX0348  VERT ORDER  -  THIRD (See Below)
 BX0348
 BX0348.The horizontal coordinates were scaled from a topographic map and have
 BX0348.an estimated accuracy of +/- 6 seconds.
 BX0348
 BX0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0348.The vertical order pertains to the NGVD 29 superseded value.
 BX0348
 BX0348.The geoid height was determined by GEOID03.
 BX0348
 BX0348;                    North         East    Units  Estimated Accuracy
 BX0348;SPC LA N     -   148,580.    1,009,150.      MT  (+/- 180 meters Scaled)
 BX0348
 BX0348                          SUPERSEDED SURVEY CONTROL
 BX0348
 BX0348  NGVD 29 (??/??/??)   34.12   (m)          111.9    (f) RESET       3  
 BX0348
 BX0348.Superseded values are not recommended for survey control.
 BX0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0348.See file dsdata.txt to determine how the superseded data were derived.
 BX0348
 BX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR564228(NAD 83)
 BX0348_MARKER: DD = SURVEY DISK
 BX0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0348_STAMPING: 3434 RESET 1957
 BX0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0348+STABILITY: SURFACE MOTION
 BX0348
 BX0348  HISTORY     - Date     Condition        Report By
 BX0348  HISTORY     - 1957     MONUMENTED       CGS
 BX0348
 BX0348                          STATION DESCRIPTION
 BX0348
 BX0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0348'5.05 MI W FROM TULLOS.
 BX0348'LOCATED 5.05 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0348'U.S. HIGHWAYS 84 AND 165 AT TULLOS, 0.1 MILE NORTHEAST OF A CURVE, 54
 BX0348'FEET EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2 FEET
 BX0348'EAST-SOUTHEAST OF A FENCE LINE, 265 FEET SOUTH-SOUTHWEST OF THE
 BX0348'PROJECTED CENTER OF A DIRT ROAD LEADING NORTHWEST, 3 FEET
 BX0348'EAST-SOUTHEAST OF A CONCRETE WITNESS POST, AND SET IN THE TOP OF A
 BX0348'12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2402 ***********************************************************************
 BX2402  DESIGNATION -  3434 RESET RESET 1960
 BX2402  PID         -  BX2402
 BX2402  STATE/COUNTY-  LA/WINN
 BX2402  USGS QUAD   -  GEORGETOWN (1984)
 BX2402
 BX2402                         *CURRENT SURVEY CONTROL
 BX2402  ___________________________________________________________________
 BX2402* NAD 83(1986)-  31 50 23.     (N)    092 24 12.     (W)     SCALED    
 BX2402* NAVD 88     -        33.97   (+/-2cm)     111.4    (feet)  VERTCON   
 BX2402  ___________________________________________________________________
 BX2402  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX2402
 BX2402  VERT ORDER  -  THIRD (See Below)
 BX2402
 BX2402.The horizontal coordinates were scaled from a topographic map and have
 BX2402.an estimated accuracy of +/- 6 seconds.
 BX2402
 BX2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2402.The vertical order pertains to the NGVD 29 superseded value.
 BX2402
 BX2402.The geoid height was determined by GEOID03.
 BX2402
 BX2402;                    North         East    Units  Estimated Accuracy
 BX2402;SPC LA N     -   148,550.    1,009,150.      MT  (+/- 180 meters Scaled)
 BX2402
 BX2402                          SUPERSEDED SURVEY CONTROL
 BX2402
 BX2402  NGVD 29 (??/??/??)   33.99   (m)          111.5    (f) RESET       3  
 BX2402
 BX2402.Superseded values are not recommended for survey control.
 BX2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2402.See file dsdata.txt to determine how the superseded data were derived.
 BX2402
 BX2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR564228(NAD 83)
 BX2402_MARKER: DD = SURVEY DISK
 BX2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2402_STAMPING: 3434 RESET RESET 1960
 BX2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2402+STABILITY: SURFACE MOTION
 BX2402
 BX2402  HISTORY     - Date     Condition        Report By
 BX2402  HISTORY     - 1960     MONUMENTED       CGS
 BX2402
 BX2402                          STATION DESCRIPTION
 BX2402
 BX2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2402'5.05 MI W FROM TULLOS.
 BX2402'LOCATED 5.05 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 BX2402'OLD U.S. HIGHWAY 165 AT TULLOS, ABOUT 0.1 MILE NORTHEAST OF A CURVE,
 BX2402'265 FEET SOUTH-SOUTHWEST OF THE PROJECTED CENTERLINE OF A DIRT ROAD
 BX2402'LEADING NORTHWEST, 65 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 BX2402'HIGHWAY, 5 FEET EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND
 BX2402'1 FOOT SOUTHEAST OF A METAL WITNESS POST. IT IS A STANDARD
 BX2402'LOUISIANA GEODETIC SURVEY DISK, STAMPED '3434 RESET RESET 1960', SET
 BX2402'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0351 ***********************************************************************
 BX0351  DESIGNATION -  3435 LAGS RESET 1957
 BX0351  PID         -  BX0351
 BX0351  STATE/COUNTY-  LA/WINN
 BX0351  USGS QUAD   -  GEORGETOWN (1984)
 BX0351
 BX0351                         *CURRENT SURVEY CONTROL
 BX0351  ___________________________________________________________________
 BX0351* NAD 83(1986)-  31 50 48.     (N)    092 24 54.     (W)     SCALED    
 BX0351* NAVD 88     -        26.43   (+/-2cm)      86.7    (feet)  VERTCON   
 BX0351  ___________________________________________________________________
 BX0351  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0351
 BX0351  VERT ORDER  -  THIRD (See Below)
 BX0351
 BX0351.The horizontal coordinates were scaled from a topographic map and have
 BX0351.an estimated accuracy of +/- 6 seconds.
 BX0351
 BX0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0351.The vertical order pertains to the NGVD 29 superseded value.
 BX0351
 BX0351.The geoid height was determined by GEOID03.
 BX0351
 BX0351;                    North         East    Units  Estimated Accuracy
 BX0351;SPC LA N     -   149,320.    1,008,050.      MT  (+/- 180 meters Scaled)
 BX0351
 BX0351                          SUPERSEDED SURVEY CONTROL
 BX0351
 BX0351  NGVD 29 (??/??/??)   26.44   (m)           86.7    (f) RESET       3  
 BX0351
 BX0351.Superseded values are not recommended for survey control.
 BX0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0351.See file dsdata.txt to determine how the superseded data were derived.
 BX0351
 BX0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR553235(NAD 83)
 BX0351_MARKER: DD = SURVEY DISK
 BX0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0351_STAMPING: 3435 RESET 1957
 BX0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0351+STABILITY: SURFACE MOTION
 BX0351
 BX0351  HISTORY     - Date     Condition        Report By
 BX0351  HISTORY     - 1957     MONUMENTED       CGS
 BX0351
 BX0351                          STATION DESCRIPTION
 BX0351
 BX0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0351'5.8 MI W FROM TULLOS.
 BX0351'LOCATED 5.8 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0351'U.S. HIGHWAYS 84 AND 165, AT TULLOS, 0.15 MILE WEST OF A WOODEN
 BX0351'BRIDGE, 85 PACES WEST OF A PRIVATE ROAD LEADING NORTH TO A LARGE WHITE
 BX0351'FARM HOUSE, 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 85 FEET
 BX0351'WEST OF A POWER POLE WITH A METER AND 3 FEET EAST OF A CONCRETE
 BX0351'WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST,
 BX0351'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2403 ***********************************************************************
 BX2403  DESIGNATION -  3435 RESET RESET 1960
 BX2403  PID         -  BX2403
 BX2403  STATE/COUNTY-  LA/WINN
 BX2403  USGS QUAD   -  GEORGETOWN (1984)
 BX2403
 BX2403                         *CURRENT SURVEY CONTROL
 BX2403  ___________________________________________________________________
 BX2403* NAD 83(1986)-  31 50 48.     (N)    092 24 54.     (W)     SCALED    
 BX2403* NAVD 88     -        26.34   (+/-2cm)      86.4    (feet)  VERTCON   
 BX2403  ___________________________________________________________________
 BX2403  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX2403
 BX2403  VERT ORDER  -  THIRD (See Below)
 BX2403
 BX2403.The horizontal coordinates were scaled from a topographic map and have
 BX2403.an estimated accuracy of +/- 6 seconds.
 BX2403
 BX2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2403.The vertical order pertains to the NGVD 29 superseded value.
 BX2403
 BX2403.The geoid height was determined by GEOID03.
 BX2403
 BX2403;                    North         East    Units  Estimated Accuracy
 BX2403;SPC LA N     -   149,320.    1,008,050.      MT  (+/- 180 meters Scaled)
 BX2403
 BX2403                          SUPERSEDED SURVEY CONTROL
 BX2403
 BX2403  NGVD 29 (??/??/??)   26.36   (m)           86.5    (f) RESET       3  
 BX2403
 BX2403.Superseded values are not recommended for survey control.
 BX2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2403.See file dsdata.txt to determine how the superseded data were derived.
 BX2403
 BX2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR553235(NAD 83)
 BX2403_MARKER: DD = SURVEY DISK
 BX2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2403_STAMPING: 3435 RESET RESET 1960
 BX2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2403+STABILITY: SURFACE MOTION
 BX2403
 BX2403  HISTORY     - Date     Condition        Report By
 BX2403  HISTORY     - 1960     MONUMENTED       CGS
 BX2403
 BX2403                          STATION DESCRIPTION
 BX2403
 BX2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2403'5.8 MI W FROM TULLOS.
 BX2403'LOCATED 5.8 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 BX2403'OLD U.S. HIGHWAY 165 AT TULLOS, 0.15 MILE WEST OF A BRIDGE, 85 PACES
 BX2403'WEST OF THE DRIVEWAY LEADING NORTH TO A LARGE WHITE FARMHOUSE, 64
 BX2403'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY 85 FEET WEST OF A POWER
 BX2403'POLE WITH A METER, 4.5 FEET SOUTHWEST OF A 2-FOOT PINE TREE, 9 FEET
 BX2403'SOUTHWEST OF A 2-FOOT PINE TREE AND ON LINE WITH THE TWO TREES, AND
 BX2403'1 FOOT NORTH OF A METAL WITNESS POST. IT IS A STANDARD LOUISIANA
 BX2403'GEODETIC SURVEY DISK, STAMPED '3435 RESET RESET 1960', SET IN THE TOP
 BX2403'OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0355 ***********************************************************************
 BX0355  DESIGNATION -  3436 LAGS RESET 1957
 BX0355  PID         -  BX0355
 BX0355  STATE/COUNTY-  LA/WINN
 BX0355  USGS QUAD   -  GEORGETOWN (1984)
 BX0355
 BX0355                         *CURRENT SURVEY CONTROL
 BX0355  ___________________________________________________________________
 BX0355* NAD 83(1986)-  31 51 19.     (N)    092 25 40.     (W)     SCALED    
 BX0355* NAVD 88     -        31.43   (+/-2cm)     103.1    (feet)  VERTCON   
 BX0355  ___________________________________________________________________
 BX0355  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0355
 BX0355  VERT ORDER  -  THIRD (See Below)
 BX0355
 BX0355.The horizontal coordinates were scaled from a topographic map and have
 BX0355.an estimated accuracy of +/- 6 seconds.
 BX0355
 BX0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0355.The vertical order pertains to the NGVD 29 superseded value.
 BX0355
 BX0355.The geoid height was determined by GEOID03.
 BX0355
 BX0355;                    North         East    Units  Estimated Accuracy
 BX0355;SPC LA N     -   150,270.    1,006,840.      MT  (+/- 180 meters Scaled)
 BX0355
 BX0355                          SUPERSEDED SURVEY CONTROL
 BX0355
 BX0355  NGVD 29 (??/??/??)   31.45   (m)          103.2    (f) RESET       3  
 BX0355
 BX0355.Superseded values are not recommended for survey control.
 BX0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0355.See file dsdata.txt to determine how the superseded data were derived.
 BX0355
 BX0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR541245(NAD 83)
 BX0355_MARKER: DD = SURVEY DISK
 BX0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0355_STAMPING: 3436 RESET 1957
 BX0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0355+STABILITY: SURFACE MOTION
 BX0355
 BX0355  HISTORY     - Date     Condition        Report By
 BX0355  HISTORY     - 1957     MONUMENTED       CGS
 BX0355
 BX0355                          STATION DESCRIPTION
 BX0355
 BX0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0355'6.6 MI NW FROM TULLOS.
 BX0355'LOCATED 6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE
 BX0355'INTERSECTION OF U.S. HIGHWAYS 84 AND 165 AT TULLOS IN THE NORTHWEST
 BX0355'ANGLE OF A CROSSROAD, 50 FEET WEST OF THE CENTER OF THE ROAD LEADING
 BX0355'NORTH, 46 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  18 FEET WEST
 BX0355'OF A POWER POLE WITH LINES LEADING FOUR DIRECTIONS, AND 3 FEET WEST OF
 BX0355'A CONCRETE WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND
 BX0355'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2374 ***********************************************************************
 BX2374  DESIGNATION -  3436 RESET RESET 1960
 BX2374  PID         -  BX2374
 BX2374  STATE/COUNTY-  LA/WINN
 BX2374  USGS QUAD   -  GEORGETOWN (1984)
 BX2374
 BX2374                         *CURRENT SURVEY CONTROL
 BX2374  ___________________________________________________________________
 BX2374* NAD 83(1986)-  31 51 18.     (N)    092 25 40.     (W)     SCALED    
 BX2374* NAVD 88     -        31.59   (+/-2cm)     103.6    (feet)  VERTCON   
 BX2374  ___________________________________________________________________
 BX2374  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX2374
 BX2374  VERT ORDER  -  THIRD (See Below)
 BX2374
 BX2374.The horizontal coordinates were scaled from a topographic map and have
 BX2374.an estimated accuracy of +/- 6 seconds.
 BX2374
 BX2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2374.The vertical order pertains to the NGVD 29 superseded value.
 BX2374
 BX2374.The geoid height was determined by GEOID03.
 BX2374
 BX2374;                    North         East    Units  Estimated Accuracy
 BX2374;SPC LA N     -   150,240.    1,006,840.      MT  (+/- 180 meters Scaled)
 BX2374
 BX2374                          SUPERSEDED SURVEY CONTROL
 BX2374
 BX2374  NGVD 29 (??/??/??)   31.61   (m)          103.7    (f) RESET       3  
 BX2374
 BX2374.Superseded values are not recommended for survey control.
 BX2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2374.See file dsdata.txt to determine how the superseded data were derived.
 BX2374
 BX2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR541245(NAD 83)
 BX2374_MARKER: DD = SURVEY DISK
 BX2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2374_STAMPING: 3436 RESET RESET 1960
 BX2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2374+STABILITY: SURFACE MOTION
 BX2374
 BX2374  HISTORY     - Date     Condition        Report By
 BX2374  HISTORY     - 1960     MONUMENTED       CGS
 BX2374
 BX2374                          STATION DESCRIPTION
 BX2374
 BX2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2374'6.6 MI W FROM TULLOS.
 BX2374'LOCATED 6.6 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 BX2374'OLD U.S. HIGHWAY 165 AT TULLOS, IN THE NORTHWEST ANGLE OF A CROSS-
 BX2374'ROADS, 64 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 48 FEET WEST
 BX2374'OF THE CENTER OF THE ROAD LEADING NORTH, 18 FEET WEST OF A POWER
 BX2374'POLE, WITH WIRES LEADING FOUR DIRECTIONS, 8.5 FEET EAST OF AN 8-
 BX2374'INCH PINE TREE, 34 FEET SOUTHWEST OF A POWER POLE WITH A TRANS-
 BX2374'FORMER AND 2 FEET NORTHEAST OF A METAL WITNESS POST. IT IS A
 BX2374'STANDARD DISK, STAMPED 3436 RESET RESET 1960, SET IN THE TOP OF AN 8-
 BX2374'INCH SQUARE PRECAST CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0357 ***********************************************************************
 BX0357  DESIGNATION -  3437 LAGS RESET 1957
 BX0357  PID         -  BX0357
 BX0357  STATE/COUNTY-  LA/WINN
 BX0357  USGS QUAD   -  GEORGETOWN (1984)
 BX0357
 BX0357                         *CURRENT SURVEY CONTROL
 BX0357  ___________________________________________________________________
 BX0357* NAD 83(1986)-  31 51 33.     (N)    092 26 08.     (W)     SCALED    
 BX0357* NAVD 88     -        36.36   (+/-2cm)     119.3    (feet)  VERTCON   
 BX0357  ___________________________________________________________________
 BX0357  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0357
 BX0357  VERT ORDER  -  THIRD (See Below)
 BX0357
 BX0357.The horizontal coordinates were scaled from a topographic map and have
 BX0357.an estimated accuracy of +/- 6 seconds.
 BX0357
 BX0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0357.The vertical order pertains to the NGVD 29 superseded value.
 BX0357
 BX0357.The geoid height was determined by GEOID03.
 BX0357
 BX0357;                    North         East    Units  Estimated Accuracy
 BX0357;SPC LA N     -   150,700.    1,006,100.      MT  (+/- 180 meters Scaled)
 BX0357
 BX0357                          SUPERSEDED SURVEY CONTROL
 BX0357
 BX0357  NGVD 29 (??/??/??)   36.38   (m)          119.4    (f) RESET       3  
 BX0357
 BX0357.Superseded values are not recommended for survey control.
 BX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0357.See file dsdata.txt to determine how the superseded data were derived.
 BX0357
 BX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR533249(NAD 83)
 BX0357_MARKER: DD = SURVEY DISK
 BX0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0357_STAMPING: 3437 RESET 1957
 BX0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0357+STABILITY: SURFACE MOTION
 BX0357
 BX0357  HISTORY     - Date     Condition        Report By
 BX0357  HISTORY     - 1957     MONUMENTED       CGS
 BX0357
 BX0357                          STATION DESCRIPTION
 BX0357
 BX0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0357'7.2 MI NW FROM TULLOS.
 BX0357'7.2 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0357'U.S. HIGHWAY 84 AND 165 AT TULLOS, 0.3 MILE SOUTHEAST OF THE JUNCTION
 BX0357'OF THE HIGHWAY AND A ROAD LEADING SOUTHWEST TO THE LEWIS CHAPEL
 BX0357'METHODIST CHURCH, 43 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33
 BX0357'FEET NORTH OF THE NORTH RAIL OF THE TREMONT AND GULF RAILROAD, 4 FEET
 BX0357'NORTH OF A FORKED PINE TREE, 8 FEET ABOVE THE LEVEL OF THE TRACK AND
 BX0357'1.0 FEET LOWER THAN THE LEVEL OF THE HIGHWAY.  THE DISK IS SET IN THE
 BX0357'TOP OF A 12-INCH CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2373 ***********************************************************************
 BX2373  DESIGNATION -  3437 RESET RESET 1960
 BX2373  PID         -  BX2373
 BX2373  STATE/COUNTY-  LA/WINN
 BX2373  USGS QUAD   -  GEORGETOWN (1984)
 BX2373
 BX2373                         *CURRENT SURVEY CONTROL
 BX2373  ___________________________________________________________________
 BX2373* NAD 83(1986)-  31 51 34.     (N)    092 26 08.     (W)     SCALED    
 BX2373* NAVD 88     -        35.24   (+/-2cm)     115.6    (feet)  VERTCON   
 BX2373  ___________________________________________________________________
 BX2373  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX2373
 BX2373  VERT ORDER  -  THIRD (See Below)
 BX2373
 BX2373.The horizontal coordinates were scaled from a topographic map and have
 BX2373.an estimated accuracy of +/- 6 seconds.
 BX2373
 BX2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2373.The vertical order pertains to the NGVD 29 superseded value.
 BX2373
 BX2373.The geoid height was determined by GEOID03.
 BX2373
 BX2373;                    North         East    Units  Estimated Accuracy
 BX2373;SPC LA N     -   150,730.    1,006,100.      MT  (+/- 180 meters Scaled)
 BX2373
 BX2373                          SUPERSEDED SURVEY CONTROL
 BX2373
 BX2373  NGVD 29 (??/??/??)   35.25   (m)          115.6    (f) RESET       3  
 BX2373
 BX2373.Superseded values are not recommended for survey control.
 BX2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2373.See file dsdata.txt to determine how the superseded data were derived.
 BX2373
 BX2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR533249(NAD 83)
 BX2373_MARKER: DD = SURVEY DISK
 BX2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2373_STAMPING: 3437 RESET RESET 1960
 BX2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2373+STABILITY: SURFACE MOTION
 BX2373
 BX2373  HISTORY     - Date     Condition        Report By
 BX2373  HISTORY     - 1960     MONUMENTED       CGS
 BX2373
 BX2373                          STATION DESCRIPTION
 BX2373
 BX2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2373'7.2 MI W FROM TULLOS.
 BX2373'LOCATED 7.2 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 BX2373'OLD U.S. HIGHWAY 165 AT TULLOS, 0.3 MILE SOUTHEAST OF THE JUNCTION
 BX2373'WITH A ROAD LEADING SOUTHWEST TO THE LEWIS CHAPEL METHODIST CHURCH,
 BX2373'106.5 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 27.5 FEET SOUTH-
 BX2373'WEST OF THE CENTER OF THE OLD RAILROAD GRADE, 3.5 FEET WEST-NORTH-
 BX2373'WEST OF A TELEGRAPH POLE, 46.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 BX2373'FENCE AND 1.5 FOOT SOUTHWEST OF A METAL WITNESS POST. IT IS A
 BX2373'STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED '3437 RESET RESET
 BX2373'1960,' SET IN THE TOP OF AN 8-INCH SQUARE PRECAST CONCRETE POST PRO-
 BX2373'JECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0370 ***********************************************************************
 BX0370  DESIGNATION -  3450 LAGS RESET 1958
 BX0370  PID         -  BX0370
 BX0370  STATE/COUNTY-  LA/WINN
 BX0370  USGS QUAD   -  FLAT CREEK (1984)
 BX0370
 BX0370                         *CURRENT SURVEY CONTROL
 BX0370  ___________________________________________________________________
 BX0370* NAD 83(1986)-  31 54 47.     (N)    092 26 41.     (W)     SCALED    
 BX0370* NAVD 88     -        48.85   (+/-2cm)     160.3    (feet)  VERTCON   
 BX0370  ___________________________________________________________________
 BX0370  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0370
 BX0370  VERT ORDER  -  THIRD (See Below)
 BX0370
 BX0370.The horizontal coordinates were scaled from a topographic map and have
 BX0370.an estimated accuracy of +/- 6 seconds.
 BX0370
 BX0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0370.The vertical order pertains to the NGVD 29 superseded value.
 BX0370
 BX0370.The geoid height was determined by GEOID03.
 BX0370
 BX0370;                    North         East    Units  Estimated Accuracy
 BX0370;SPC LA N     -   156,670.    1,005,230.      MT  (+/- 180 meters Scaled)
 BX0370
 BX0370                          SUPERSEDED SURVEY CONTROL
 BX0370
 BX0370  NGVD 29 (??/??/??)   48.87   (m)          160.3    (f) RESET       3  
 BX0370
 BX0370.Superseded values are not recommended for survey control.
 BX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0370.See file dsdata.txt to determine how the superseded data were derived.
 BX0370
 BX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR524309(NAD 83)
 BX0370_MARKER: DD = SURVEY DISK
 BX0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0370_STAMPING: 3450 RESET 1958
 BX0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0370+STABILITY: SURFACE MOTION
 BX0370
 BX0370  HISTORY     - Date     Condition        Report By
 BX0370  HISTORY     - 1958     MONUMENTED       CGS
 BX0370
 BX0370                          STATION DESCRIPTION
 BX0370
 BX0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0370'12.1 MI E FROM WINNFIELD.
 BX0370'6.4 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX0370'THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 124 TO A FARMHOUSE ON THE
 BX0370'RIGHT AND THE MARK ON THE LEFT.  IT IS 0.15 MILE WEST OF A CONCRETE
 BX0370'BRIDGE OVER A SMALL CREEK, 91 FEET WEST OF A POWER POLE, 42 FEET NORTH
 BX0370'OF THE CENTERLINE OF STATE HIGHWAY 124, 48 FEET WEST OF THE CENTER OF
 BX0370'A WOODS ROAD LEADING NORTH, 18 FEET EAST OF THE PROJECTED WEST WALL OF
 BX0370'THE FARM HOUSE SOUTH OF THE ROAD AND OPPOSITE THE DRIVEWAY LEADING TO
 BX0370'THE FARMHOUSE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST
 BX0370'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0368 ***********************************************************************
 BX0368  DESIGNATION -  3452 LAGS RESET 1958
 BX0368  PID         -  BX0368
 BX0368  STATE/COUNTY-  LA/WINN
 BX0368  USGS QUAD   -  FLAT CREEK (1984)
 BX0368
 BX0368                         *CURRENT SURVEY CONTROL
 BX0368  ___________________________________________________________________
 BX0368* NAD 83(1986)-  31 54 43.     (N)    092 27 51.     (W)     SCALED    
 BX0368* NAVD 88     -        47.98   (+/-2cm)     157.4    (feet)  VERTCON   
 BX0368  ___________________________________________________________________
 BX0368  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0368
 BX0368  VERT ORDER  -  THIRD (See Below)
 BX0368
 BX0368.The horizontal coordinates were scaled from a topographic map and have
 BX0368.an estimated accuracy of +/- 6 seconds.
 BX0368
 BX0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0368.The vertical order pertains to the NGVD 29 superseded value.
 BX0368
 BX0368.The geoid height was determined by GEOID03.
 BX0368
 BX0368;                    North         East    Units  Estimated Accuracy
 BX0368;SPC LA N     -   156,550.    1,003,390.      MT  (+/- 180 meters Scaled)
 BX0368
 BX0368                          SUPERSEDED SURVEY CONTROL
 BX0368
 BX0368  NGVD 29 (??/??/??)   48.00   (m)          157.5    (f) RESET       3  
 BX0368
 BX0368.Superseded values are not recommended for survey control.
 BX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0368.See file dsdata.txt to determine how the superseded data were derived.
 BX0368
 BX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR506308(NAD 83)
 BX0368_MARKER: DD = SURVEY DISK
 BX0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0368_STAMPING: 3452 RESET 1958
 BX0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0368+STABILITY: SURFACE MOTION
 BX0368
 BX0368  HISTORY     - Date     Condition        Report By
 BX0368  HISTORY     - 1958     MONUMENTED       CGS
 BX0368
 BX0368                          STATION DESCRIPTION
 BX0368
 BX0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0368'10.95 MI E FROM WINNFIELD.
 BX0368'6.4 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX0368'THENCE 4.55 MILES EAST ALONG STATE HIGHWAY 124 AT THE TOP OF A HILL.
 BX0368'IT IS 58 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 158 FEET EAST OF
 BX0368'A POWER POLE, 134 FEET EAST OF A WOODS ROAD LEADING NORTH, 3.5 FEET
 BX0368'SOUTH OF A CONCRETE WITNESS POST, AND SET IN THE TOP OF A 12-INCH
 BX0368'ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0366 ***********************************************************************
 BX0366  DESIGNATION -  3453 LAGS RESET 1958
 BX0366  PID         -  BX0366
 BX0366  STATE/COUNTY-  LA/WINN
 BX0366  USGS QUAD   -  FLAT CREEK (1984)
 BX0366
 BX0366                         *CURRENT SURVEY CONTROL
 BX0366  ___________________________________________________________________
 BX0366* NAD 83(1986)-  31 54 46.     (N)    092 28 28.     (W)     SCALED    
 BX0366* NAVD 88     -        47.50   (+/-2cm)     155.8    (feet)  VERTCON   
 BX0366  ___________________________________________________________________
 BX0366  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0366
 BX0366  VERT ORDER  -  THIRD (See Below)
 BX0366
 BX0366.The horizontal coordinates were scaled from a topographic map and have
 BX0366.an estimated accuracy of +/- 6 seconds.
 BX0366
 BX0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0366.The vertical order pertains to the NGVD 29 superseded value.
 BX0366
 BX0366.The geoid height was determined by GEOID03.
 BX0366
 BX0366;                    North         East    Units  Estimated Accuracy
 BX0366;SPC LA N     -   156,640.    1,002,420.      MT  (+/- 180 meters Scaled)
 BX0366
 BX0366                          SUPERSEDED SURVEY CONTROL
 BX0366
 BX0366  NGVD 29 (??/??/??)   47.52   (m)          155.9    (f) RESET       3  
 BX0366
 BX0366.Superseded values are not recommended for survey control.
 BX0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0366.See file dsdata.txt to determine how the superseded data were derived.
 BX0366
 BX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR496308(NAD 83)
 BX0366_MARKER: DD = SURVEY DISK
 BX0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0366_STAMPING: 3453 RESET 1958
 BX0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0366+STABILITY: SURFACE MOTION
 BX0366
 BX0366  HISTORY     - Date     Condition        Report By
 BX0366  HISTORY     - 1958     MONUMENTED       CGS
 BX0366
 BX0366                          STATION DESCRIPTION
 BX0366
 BX0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0366'10.3 MI E FROM WINNFIELD.
 BX0366'6.4 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN WINNFIELD,
 BX0366'THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 124 TO A SIDE ROAD LEADING
 BX0366'SOUTH TO A FARM HOUSE AND THE MARK ON THE LEFT.  IT IS 43 FEET NORTH
 BX0366'OF THE CENTERLINE OF THE HIGHWAY, 14 FEET EAST OF THE PROJECTED
 BX0366'CENTERLINE OF THE FARM ROAD LEADING SOUTH, 3 FEET NORTH OF A CONCRETE
 BX0366'WITNESS POST, 41 FEET SOUTHEAST OF THE SOUTH ONE OF THREE POWER POLES
 BX0366'SUPPORTING A POWER LINE AND 5 FEET NORTHWEST OF A BRACE POLE. THE DISK
 BX0366'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6
 BX0366'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0364 ***********************************************************************
 BX0364  DESIGNATION -  3454 LAGS RESET 1958
 BX0364  PID         -  BX0364
 BX0364  STATE/COUNTY-  LA/WINN
 BX0364  USGS QUAD   -  FLAT CREEK (1984)
 BX0364
 BX0364                         *CURRENT SURVEY CONTROL
 BX0364  ___________________________________________________________________
 BX0364* NAD 83(1986)-  31 54 48.     (N)    092 29 16.     (W)     SCALED    
 BX0364* NAVD 88     -        44.52   (+/-2cm)     146.1    (feet)  VERTCON   
 BX0364  ___________________________________________________________________
 BX0364  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0364
 BX0364  VERT ORDER  -  THIRD (See Below)
 BX0364
 BX0364.The horizontal coordinates were scaled from a topographic map and have
 BX0364.an estimated accuracy of +/- 6 seconds.
 BX0364
 BX0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0364.The vertical order pertains to the NGVD 29 superseded value.
 BX0364
 BX0364.The geoid height was determined by GEOID03.
 BX0364
 BX0364;                    North         East    Units  Estimated Accuracy
 BX0364;SPC LA N     -   156,700.    1,001,160.      MT  (+/- 180 meters Scaled)
 BX0364
 BX0364                          SUPERSEDED SURVEY CONTROL
 BX0364
 BX0364  NGVD 29 (??/??/??)   44.54   (m)          146.1    (f) RESET       3  
 BX0364
 BX0364.Superseded values are not recommended for survey control.
 BX0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0364.See file dsdata.txt to determine how the superseded data were derived.
 BX0364
 BX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR484309(NAD 83)
 BX0364_MARKER: DD = SURVEY DISK
 BX0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0364_STAMPING: 3454 RESET 1958
 BX0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0364+STABILITY: SURFACE MOTION
 BX0364
 BX0364  HISTORY     - Date     Condition        Report By
 BX0364  HISTORY     - 1958     MONUMENTED       CGS
 BX0364
 BX0364                          STATION DESCRIPTION
 BX0364
 BX0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0364'9.6 MI E FROM WINNFIELD.
 BX0364'6.4 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX0364'THENCE 3.2 MILES EAST ALONG STATE HIGHWAY 124 TO A HOUSE ON THE LEFT
 BX0364'AND THE MARK ON THE RIGHT.  IT IS 72 FEET WEST OF A FENCE CORNER, 40
 BX0364'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 67 FEET WEST OF A WOODS
 BX0364'ROAD LEADING SOUTH, 71 FEET WEST OF THE PROJECTED CENTERLINE OF THE
 BX0364'DRIVEWAY LEADING NORTH TO THE FARM HOUSE, 13 FEET EAST OF A POWER
 BX0364'POLE, AND 16 FEET EAST OF AN 18-INCH PINE TREE.  THE DISK IS SET IN
 BX0364'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0362 ***********************************************************************
 BX0362  DESIGNATION -  3455 LAGS RESET 1958
 BX0362  PID         -  BX0362
 BX0362  STATE/COUNTY-  LA/WINN
 BX0362  USGS QUAD   -  FLAT CREEK (1984)
 BX0362
 BX0362                         *CURRENT SURVEY CONTROL
 BX0362  ___________________________________________________________________
 BX0362* NAD 83(1986)-  31 54 49.     (N)    092 29 35.     (W)     SCALED    
 BX0362* NAVD 88     -        34.49   (+/-2cm)     113.2    (feet)  VERTCON   
 BX0362  ___________________________________________________________________
 BX0362  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0362
 BX0362  VERT ORDER  -  THIRD (See Below)
 BX0362
 BX0362.The horizontal coordinates were scaled from a topographic map and have
 BX0362.an estimated accuracy of +/- 6 seconds.
 BX0362
 BX0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0362.The vertical order pertains to the NGVD 29 superseded value.
 BX0362
 BX0362.The geoid height was determined by GEOID03.
 BX0362
 BX0362;                    North         East    Units  Estimated Accuracy
 BX0362;SPC LA N     -   156,730.    1,000,660.      MT  (+/- 180 meters Scaled)
 BX0362
 BX0362                          SUPERSEDED SURVEY CONTROL
 BX0362
 BX0362  NGVD 29 (??/??/??)   34.51   (m)          113.2    (f) RESET       3  
 BX0362
 BX0362.Superseded values are not recommended for survey control.
 BX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0362.See file dsdata.txt to determine how the superseded data were derived.
 BX0362
 BX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR479309(NAD 83)
 BX0362_MARKER: DD = SURVEY DISK
 BX0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0362_STAMPING: 3455 RESET 1958
 BX0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0362+STABILITY: SURFACE MOTION
 BX0362
 BX0362  HISTORY     - Date     Condition        Report By
 BX0362  HISTORY     - 1958     MONUMENTED       CGS
 BX0362
 BX0362                          STATION DESCRIPTION
 BX0362
 BX0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0362'9.3 MI E FROM WINNFIELD.
 BX0362'6.4 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX0362'THENCE 2.9 MILES EAST ALONG STATE HIGHWAY 124 TO THE J.R. MALAY HOUSE
 BX0362'AND THE MARK ON THE LEFT.  IT IS IN THE SOUTHEAST CORNER OF THE MALAY
 BX0362'FRONT YARD, 55 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 BX0362'SOUTH-SOUTHWEST OF A POWER POLE, 65 FEET SOUTH-SOUTHEAST OF THE
 BX0362'SOUTHEAST CORNER OF THE HOUSE, 60 FEET EAST OF A 3-FOOT PIN OAK TREE
 BX0362'AND 2 FEET WEST OF A FENCE LINE.  THE DISK IS SET IN THE TOP OF A
 BX0362'12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT 10 FEET
 BX0362'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0359 ***********************************************************************
 BX0359  DESIGNATION -  3456 LAGS
 BX0359  PID         -  BX0359
 BX0359  STATE/COUNTY-  LA/WINN
 BX0359  USGS QUAD   -  WINNFIELD EAST (1984)
 BX0359
 BX0359                         *CURRENT SURVEY CONTROL
 BX0359  ___________________________________________________________________
 BX0359* NAD 83(1986)-  31 54 52.     (N)    092 30 23.     (W)     SCALED    
 BX0359* NAVD 88     -        47.42   (+/-2cm)     155.6    (feet)  VERTCON   
 BX0359  ___________________________________________________________________
 BX0359  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0359
 BX0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0359
 BX0359.The horizontal coordinates were scaled from a topographic map and have
 BX0359.an estimated accuracy of +/- 6 seconds.
 BX0359
 BX0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0359.The vertical order pertains to the NGVD 29 superseded value.
 BX0359
 BX0359.The geoid height was determined by GEOID03.
 BX0359
 BX0359;                    North         East    Units  Estimated Accuracy
 BX0359;SPC LA N     -   156,830.      999,400.      MT  (+/- 180 meters Scaled)
 BX0359
 BX0359                          SUPERSEDED SURVEY CONTROL
 BX0359
 BX0359  NGVD 29 (??/??/??)   47.446  (m)          155.66   (f) ADJUSTED    2 0
 BX0359
 BX0359.Superseded values are not recommended for survey control.
 BX0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0359.See file dsdata.txt to determine how the superseded data were derived.
 BX0359
 BX0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR466310(NAD 83)
 BX0359_MARKER: DD = SURVEY DISK
 BX0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0359_STAMPING: 3456
 BX0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0359+STABILITY: SURFACE MOTION
 BX0359
 BX0359  HISTORY     - Date     Condition        Report By
 BX0359  HISTORY     - UNK      MONUMENTED       LAGS
 BX0359  HISTORY     - 1950     GOOD             CGS
 BX0359
 BX0359                          STATION DESCRIPTION
 BX0359
 BX0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0359'8.7 MI E FROM WINNFIELD.
 BX0359'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX0359'WINNFIELD, THENCE 2.2 MILES EAST ALONG STATE HIGHWAY 6, ON TOP OF A
 BX0359'RISE, 113.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF PLEASANT HILL
 BX0359'LIBRARY (BRANCH WINN PARISH), 64 FEET SOUTHWEST OF THE CENTER LINE OF
 BX0359'A DIRT ROAD LEADING NORTHWEST TO COLGRADE FIRE TOWER, 32 FEET NORTH OF
 BX0359'AND APPROXIMATELY 10 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY,
 BX0359'3.4 FEET SOUTH OF A CONCRETE REFERENCE POST, AND SET IN THE TOP OF A
 BX0359'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0360 ***********************************************************************
 BX0360  DESIGNATION -  3456 LAGS RESET 1958
 BX0360  PID         -  BX0360
 BX0360  STATE/COUNTY-  LA/WINN
 BX0360  USGS QUAD   -  WINNFIELD EAST (1984)
 BX0360
 BX0360                         *CURRENT SURVEY CONTROL
 BX0360  ___________________________________________________________________
 BX0360* NAD 83(1992)-  31 54 52.56576(N)    092 30 23.58708(W)     ADJUSTED  
 BX0360* NAVD 88     -        47.30   (+/-2cm)     155.2    (feet)  VERTCON   
 BX0360  ___________________________________________________________________
 BX0360  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BX0360  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0360
 BX0360  HORZ ORDER  -  SECOND
 BX0360  VERT ORDER  -  THIRD (See Below)
 BX0360
 BX0360.The horizontal coordinates were established by classical geodetic methods
 BX0360.and adjusted by the National Geodetic Survey in January 1993..
 BX0360
 BX0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0360.The vertical order pertains to the NGVD 29 superseded value.
 BX0360
 BX0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0360
 BX0360.The geoid height was determined by GEOID03.
 BX0360
 BX0360;                    North         East     Units Scale Factor Converg.
 BX0360;SPC LA N     -   156,843.756   999,380.364   MT  0.99991474   -0 00 12.5
 BX0360;SPC LA N     -   514,578.22  3,278,800.41   sFT  0.99991474   -0 00 12.5
 BX0360;UTM  15      - 3,531,076.192   546,652.209   MT  0.99962684   +0 15 39.1
 BX0360
 BX0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0360!SPC LA N     -   0.99999660  x   0.99991474  =   0.99991134
 BX0360!UTM  15      -   0.99999660  x   0.99962684  =   0.99962344
 BX0360
 BX0360                          SUPERSEDED SURVEY CONTROL
 BX0360
 BX0360  NAD 83(1986)-  31 54 52.58001(N)    092 30 23.57853(W) AD(       ) 2
 BX0360  NAD 27      -  31 54 51.98661(N)    092 30 23.05147(W) AD(       ) 2
 BX0360  NGVD 29 (??/??/??)   47.32   (m)          155.2    (f) RESET       3  
 BX0360
 BX0360.Superseded values are not recommended for survey control.
 BX0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0360.See file dsdata.txt to determine how the superseded data were derived.
 BX0360
 BX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR4665231076(NAD 83)
 BX0360_MARKER: DD = SURVEY DISK
 BX0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0360_STAMPING: 3456 RESET 1958
 BX0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0360+STABILITY: SURFACE MOTION
 BX0360
 BX0360  HISTORY     - Date     Condition        Report By
 BX0360  HISTORY     - 1958     MONUMENTED       CGS
 BX0360  HISTORY     - 1969     GOOD             CGS
 BX0360
 BX0360                          STATION DESCRIPTION
 BX0360
 BX0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0360'8.55 MI E FROM WINNFIELD.
 BX0360'6.4 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN WINNFIELD,
 BX0360'THENCE 2.15 MILES EAST ALONG STATE HIGHWAY 124 TO A SIDE ROAD LEFT TO
 BX0360'THE COLGRADE LOOKOUT TOWER AND THE MARK IN THE NORTHWEST ANGLE OF THE
 BX0360'JUNCTION.  IT IS 77 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 124.
 BX0360'47 FEET WEST OF THE CENTER OF THE ROAD LEADING TO THE LOOKOUT TOWER,
 BX0360'310 FEET SOUTH OF THE CENTER OF THE LOOKOUT TOWER, 92 FEET SOUTHWEST
 BX0360'OF THE PLEASANT VALLEY LIBRARY.  THE DISK IS SET IN THE TOP OF A
 BX0360'12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT 10 FEET
 BX0360'ABOVE THE LEVEL OF THE HIGHWAY.
 BX0360
 BX0360                          STATION RECOVERY (1969)
 BX0360
 BX0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX0360'THE STATION IS LOCATED ABOUT 7-3/4 MILES EAST OF WINNFIELD, 1
 BX0360'MILE NORTH OF U.S. HIGHWAY 84 AND 3/4 MILE EAST OF COLGRADE AT
 BX0360'THE SITE OF THE COLGRADE LOOKOUT TOWER ON LAND OWNED BY THE
 BX0360'TREMONT LUMBER COMPANY.
 BX0360'
 BX0360'TO REACH FROM THE POST OFFICE IN WINNFIELD, GO SOUTH FOR 0.05
 BX0360'MILE TO THE JUNCTION OF U.S. HIGHWAYS 84 AND 167.  TURN LEFT,
 BX0360'EAST, AND FOLLOW THESE HIGHWAYS FOR 0.95 MILE TO THE JUNCTION
 BX0360'WITH STATE HIGHWAY 34.  TURN SHARP LEFT AND GO NORTH AND EAST
 BX0360'ALONG U.S. HIGHWAY 84 AND STATE 34 FOR 0.3 MILE TO A TRIANGLE
 BX0360'INTERSECTION.  BARE RIGHT AND CONTINUE NORTHEASTERLY FOR 1.8
 BX0360'MILES TO A FORK WHERE THESE HIGHWAYS SEPARATE.  TAKE THE RIGHT
 BX0360'FORK, U.S. HIGHWAY 84, AND GO SOUTHEAST FOR 3.65 MILES TO A
 BX0360'FORK AT THE INTERSECTION OF STATE HIGHWAY 124.  TAKE THE LEFT
 BX0360'FORK AND GO EAST ALONG STATE HIGHWAY 124 FOR 2.15 MILES TO A
 BX0360'GRAVELED ROAD LEFT.  TURN LEFT AND DRIVE NORTHERLY, ALONG
 BX0360'THE GRAVELED ROAD, FOR 0.05 MILE TO THE STATION AS
 BX0360'DESCRIBED.
 BX0360'
 BX0360'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY AND STATE
 BX0360'SURVEY STATION MARK DISK, STAMPED 3456 RESET 1958, SET IN THE
 BX0360'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 BX0360'INCHES.  IT IS 43 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 BX0360'63 FEET NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 124
 BX0360'AND 26.6 FEET SOUTHEAST OF A 14-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1482 ***********************************************************************
 BX1482  DESIGNATION -  3476 LAGS
 BX1482  PID         -  BX1482
 BX1482  STATE/COUNTY-  LA/WINN
 BX1482  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1482
 BX1482                         *CURRENT SURVEY CONTROL
 BX1482  ___________________________________________________________________
 BX1482* NAD 83(1986)-  31 55 35.     (N)    092 38 30.     (W)     SCALED    
 BX1482* NAVD 88     -        41.98   (+/-2cm)     137.7    (feet)  VERTCON   
 BX1482  ___________________________________________________________________
 BX1482  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1482
 BX1482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1482
 BX1482.The horizontal coordinates were scaled from a topographic map and have
 BX1482.an estimated accuracy of +/- 6 seconds.
 BX1482
 BX1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1482.The vertical order pertains to the NGVD 29 superseded value.
 BX1482
 BX1482.The geoid height was determined by GEOID03.
 BX1482
 BX1482;                    North         East    Units  Estimated Accuracy
 BX1482;SPC LA N     -   158,160.      986,600.      MT  (+/- 180 meters Scaled)
 BX1482
 BX1482                          SUPERSEDED SURVEY CONTROL
 BX1482
 BX1482  NGVD 29 (??/??/??)   42.004  (m)          137.81   (f) ADJUSTED    2 0
 BX1482
 BX1482.Superseded values are not recommended for survey control.
 BX1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1482.See file dsdata.txt to determine how the superseded data were derived.
 BX1482
 BX1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR338323(NAD 83)
 BX1482_MARKER: DD = SURVEY DISK
 BX1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1482_STAMPING: 3476
 BX1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1482+STABILITY: SURFACE MOTION
 BX1482
 BX1482  HISTORY     - Date     Condition        Report By
 BX1482  HISTORY     - UNK      MONUMENTED       LAGS
 BX1482  HISTORY     - 1949     GOOD             CGS
 BX1482  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1482
 BX1482                          STATION DESCRIPTION
 BX1482
 BX1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1482'0.3 MI W FROM WINNFIELD.
 BX1482'0.3 MILE WEST ALONG U.S. HIGHWAYS 84 AND 167 FROM THE POST OFFICE AT
 BX1482'WINNFIELD, AT THE INTERSECTION OF ST JOHNS STREET AND WEST COHEN
 BX1482'STREET, ON THE LAWN OF A PRIVATE DWELLING, 23.3 FEET SOUTHEAST OF THE
 BX1482'SOUTHEAST CORNER OF A CONCRETE PORCH, 65 FEET NORTHWEST OF THE
 BX1482'INTERSECTION OF THE CENTER LINES OF THE TWO STREETS, 53 FEET WEST OF
 BX1482'THE CENTER LINE OF ST. JOHNS STREET, 38.9 FEET NORTH OF THE CENTER
 BX1482'LINE OF WEST COHEN STREET, 11 FEET WEST OF A POWER POLE, 2 FEET EAST
 BX1482'OF A WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE STREET, SET IN THE
 BX1482'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BX1482
 BX1482                          STATION RECOVERY (1998)
 BX1482
 BX1482'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1564 ***********************************************************************
 BX1564  DESIGNATION -  3487 LAGS
 BX1564  PID         -  BX1564
 BX1564  STATE/COUNTY-  LA/WINN
 BX1564  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1564
 BX1564                         *CURRENT SURVEY CONTROL
 BX1564  ___________________________________________________________________
 BX1564* NAD 83(1986)-  31 52 59.     (N)    092 35 34.     (W)     SCALED    
 BX1564* NAVD 88     -        52.89   (+/-2cm)     173.5    (feet)  VERTCON   
 BX1564  ___________________________________________________________________
 BX1564  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX1564
 BX1564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1564
 BX1564.The horizontal coordinates were scaled from a topographic map and have
 BX1564.an estimated accuracy of +/- 6 seconds.
 BX1564
 BX1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1564.The vertical order pertains to the NGVD 29 superseded value.
 BX1564
 BX1564.The geoid height was determined by GEOID03.
 BX1564
 BX1564;                    North         East    Units  Estimated Accuracy
 BX1564;SPC LA N     -   153,350.      991,220.      MT  (+/- 180 meters Scaled)
 BX1564
 BX1564                          SUPERSEDED SURVEY CONTROL
 BX1564
 BX1564  NGVD 29 (??/??/??)   52.917  (m)          173.61   (f) ADJUSTED    2 0
 BX1564
 BX1564.Superseded values are not recommended for survey control.
 BX1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1564.See file dsdata.txt to determine how the superseded data were derived.
 BX1564
 BX1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR385275(NAD 83)
 BX1564_MARKER: DD = SURVEY DISK
 BX1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1564_STAMPING: 3487
 BX1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1564+STABILITY: SURFACE MOTION
 BX1564
 BX1564  HISTORY     - Date     Condition        Report By
 BX1564  HISTORY     - UNK      MONUMENTED       LAGS
 BX1564  HISTORY     - 1950     GOOD             CGS
 BX1564  HISTORY     - 1955     GOOD             CGS
 BX1564  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1564
 BX1564                          STATION DESCRIPTION
 BX1564
 BX1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1564'4.3 MI SE FROM WINNFIELD.
 BX1564'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1564'AT WINNFIELD, AT THE SUMMIT OF A HILL, NEAR THE JUNCTION OF U. S.
 BX1564'HIGHWAY NO. 167 AND STATE HIGHWAY NO. 232, 97 FEET SOUTHEAST OF THE
 BX1564'EAST CORNER OF A. L. SULLIVANS STORE AND SERVICE STATION, 44 FEET
 BX1564'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHWEST OF AN
 BX1564'ESSO SIGN, 10 FEET NORTH OF THE PROJECTED CENTER LINE OF STATE HIGHWAY
 BX1564'NO. 232 LEADING EAST, 10 FEET NORTH OF A CONCRETE REFERENCE POST, 8.6
 BX1564'FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A WOODEN REFERENCE
 BX1564'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 BX1564'GROUND.
 BX1564
 BX1564                          STATION RECOVERY (1955)
 BX1564
 BX1564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1564'RECOVERED IN GOOD CONDITION.
 BX1564
 BX1564                          STATION RECOVERY (1981)
 BX1564
 BX1564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1563 ***********************************************************************
 BX1563  DESIGNATION -  3489 LAGS
 BX1563  PID         -  BX1563
 BX1563  STATE/COUNTY-  LA/WINN
 BX1563  USGS QUAD   -  PACKTON (1984)
 BX1563
 BX1563                         *CURRENT SURVEY CONTROL
 BX1563  ___________________________________________________________________
 BX1563* NAD 83(1986)-  31 52 25.     (N)    092 35 06.     (W)     SCALED    
 BX1563* NAVD 88     -        55.22   (+/-2cm)     181.2    (feet)  VERTCON   
 BX1563  ___________________________________________________________________
 BX1563  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX1563
 BX1563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1563
 BX1563.The horizontal coordinates were scaled from a topographic map and have
 BX1563.an estimated accuracy of +/- 6 seconds.
 BX1563
 BX1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1563.The vertical order pertains to the NGVD 29 superseded value.
 BX1563
 BX1563.The geoid height was determined by GEOID03.
 BX1563
 BX1563;                    North         East    Units  Estimated Accuracy
 BX1563;SPC LA N     -   152,300.      991,960.      MT  (+/- 180 meters Scaled)
 BX1563
 BX1563                          SUPERSEDED SURVEY CONTROL
 BX1563
 BX1563  NGVD 29 (??/??/??)   55.245  (m)          181.25   (f) ADJUSTED    2 0
 BX1563
 BX1563.Superseded values are not recommended for survey control.
 BX1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1563.See file dsdata.txt to determine how the superseded data were derived.
 BX1563
 BX1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR392265(NAD 83)
 BX1563_MARKER: DD = SURVEY DISK
 BX1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1563_STAMPING: 3489
 BX1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1563+STABILITY: SURFACE MOTION
 BX1563
 BX1563  HISTORY     - Date     Condition        Report By
 BX1563  HISTORY     - UNK      MONUMENTED       LAGS
 BX1563  HISTORY     - 1950     GOOD             CGS
 BX1563  HISTORY     - 1955     GOOD             CGS
 BX1563
 BX1563                          STATION DESCRIPTION
 BX1563
 BX1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1563'5.1 MI SE FROM WINNFIELD.
 BX1563'5.1 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1563'AT WINNFIELD, ABOUT 400 FEET SOUTH OF A Y-JUNCTION OF THE HIGHWAY AND
 BX1563'A SIDE ROAD LEADING SOUTHWEST, ON THE SIDE OF A HILL SLOPING DOWN TO
 BX1563'THE SOUTHWEST, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 BX1563'NORTH OF A CORNER FENCE POST, 1 FOOT NORTH OF A REFERENCE POST, SET IN
 BX1563'THE TOP OF A CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
 BX1563
 BX1563                          STATION RECOVERY (1955)
 BX1563
 BX1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4103 ***********************************************************************
 BJ4103  DESIGNATION -  35 87
 BJ4103  PID         -  BJ4103
 BJ4103  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4103  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4103
 BJ4103                         *CURRENT SURVEY CONTROL
 BJ4103  ___________________________________________________________________
 BJ4103* NAD 83(1986)-  30 23 25.     (N)    091 01 15.     (W)     SCALED    
 BJ4103* NAVD 88     -         8.128  (meters)      26.67   (feet)  ADJUSTED  
 BJ4103  ___________________________________________________________________
 BJ4103  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4103  DYNAMIC HT  -           8.118 (meters)      26.63  (feet)  COMP
 BJ4103  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 BJ4103
 BJ4103  VERT ORDER  -  SECOND    CLASS II
 BJ4103
 BJ4103.The horizontal coordinates were scaled from a topographic map and have
 BJ4103.an estimated accuracy of +/- 6 seconds.
 BJ4103
 BJ4103.The orthometric height was determined by differential leveling
 BJ4103.and adjusted by the National Geodetic Survey in February 1994..
 BJ4103
 BJ4103.The geoid height was determined by GEOID03.
 BJ4103
 BJ4103.The dynamic height is computed by dividing the NAVD 88
 BJ4103.geopotential number by the normal gravity value computed on the
 BJ4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4103.degrees latitude (g = 980.6199 gals.).
 BJ4103
 BJ4103.The modeled gravity was interpolated from observed gravity values.
 BJ4103
 BJ4103;                    North         East    Units  Estimated Accuracy
 BJ4103;SPC LA S     -   209,570.    1,030,030.      MT  (+/- 180 meters Scaled)
 BJ4103
 BJ4103                          SUPERSEDED SURVEY CONTROL
 BJ4103
 BJ4103.No superseded survey control is available for this station.
 BJ4103
 BJ4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP901636(NAD 83)
 BJ4103_MARKER: DB = BENCH MARK DISK
 BJ4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4103_SP_SET: CONCRETE POST
 BJ4103_STAMPING: 35-87 1987
 BJ4103_MARK LOGO: LA-033
 BJ4103_PROJECTION: FLUSH
 BJ4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4103+STABILITY: SURFACE MOTION
 BJ4103
 BJ4103  HISTORY     - Date     Condition        Report By
 BJ4103  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4103
 BJ4103                          STATION DESCRIPTION
 BJ4103
 BJ4103'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4103'IN BATON ROUGE.
 BJ4103'LOCATED AT THE INTERSECTION OF JONES CREEK ROAD AND TIGER BEND ROAD
 BJ4103'ON TIGER BEND ROAD AT THE LAST ENTRANCE TO THE PHASE II PART OF THE
 BJ4103'WOODLAND PARK SHOPPING CENTER, 13 METERS (42 FT) NORTH OF THE CENTER-
 BJ4103'LINE OF TIGER BEND ROAD, 3.8 METERS (12.5 FT) SOUTH-SOUTHEAST FROM A
 BJ4103'LIGHT POLE, 3.5 METERS (12.5 FT) EAST OF THE EAST CURB OF THE
 BJ4103'ENTRANCE TO SHOPPING CENTER, AND 0.9 METERS (3 FT) NORTHWEST OF A
 BJ4103'FIRE HYDRANT.
 BJ4103'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ4103'THE MARK IS ABOVE LEVEL WITH TIGER BEND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2444 ***********************************************************************
 BJ2444  DESIGNATION -  35 A
 BJ2444  PID         -  BJ2444
 BJ2444  STATE/COUNTY-  LA/ST LANDRY
 BJ2444  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2444
 BJ2444                         *CURRENT SURVEY CONTROL
 BJ2444  ___________________________________________________________________
 BJ2444* NAD 83(1986)-  30 30 04.     (N)    091 45 33.     (W)     SCALED    
 BJ2444* NAVD 88     -         8.32   (+/-2cm)      27.3    (feet)  VERTCON   
 BJ2444  ___________________________________________________________________
 BJ2444  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2444
 BJ2444  VERT ORDER  -  ? (See Below)
 BJ2444
 BJ2444.The horizontal coordinates were scaled from a topographic map and have
 BJ2444.an estimated accuracy of +/- 6 seconds.
 BJ2444
 BJ2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2444.The vertical order pertains to the NGVD 29 superseded value.
 BJ2444
 BJ2444.The geoid height was determined by GEOID03.
 BJ2444
 BJ2444;                    North         East    Units  Estimated Accuracy
 BJ2444;SPC LA S     -   221,890.      959,120.      MT  (+/- 180 meters Scaled)
 BJ2444
 BJ2444                          SUPERSEDED SURVEY CONTROL
 BJ2444
 BJ2444  NGVD 29 (??/??/??)    8.337  (m)           27.35   (f) ADJUSTED    ?  
 BJ2444
 BJ2444.Superseded values are not recommended for survey control.
 BJ2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2444.See file dsdata.txt to determine how the superseded data were derived.
 BJ2444
 BJ2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP190749(NAD 83)
 BJ2444_MARKER: S = SPIKE
 BJ2444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2444_SP_SET: TREE
 BJ2444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2444
 BJ2444  HISTORY     - Date     Condition        Report By
 BJ2444  HISTORY     - UNK      MONUMENTED       DOD
 BJ2444  HISTORY     - 1936     GOOD             DOD
 BJ2444
 BJ2444                          STATION DESCRIPTION
 BJ2444
 BJ2444'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2444'2.9 MI S FROM KROTZ SPRINGS.
 BJ2444'2.9 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2444'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1,125 FEET SOUTH
 BJ2444'OF LEVEE MILEPOST 51, 110 FEET LANDSIDE OF LEVEE STATION 2568+76, ON
 BJ2444'THE WEST BANK OF ATCHAFALAYA RIVER, ON THE ELLIS PROPERTY, AT A
 BJ2444'NORTH-AND-SOUTH FENCE, ABOUT 400 FEET SOUTH OF BAYOU BIG GRAW, 3 FEET
 BJ2444'WEST OF A ROAD BORROW PIT, IN THE DIAMOND BLAZE ON THE WEST SIDE OF AN
 BJ2444'18-INCH SYCAMORE TREE, AND ABOUT 1 FOOT HIGHER THAN THE GROUND.  A
 BJ2444'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1003 ***********************************************************************
 CQ1003  DESIGNATION -  35 BOLT
 CQ1003  PID         -  CQ1003
 CQ1003  STATE/COUNTY-  LA/LINCOLN
 CQ1003  USGS QUAD   -  SIMSBORO (1994)
 CQ1003
 CQ1003                         *CURRENT SURVEY CONTROL
 CQ1003  ___________________________________________________________________
 CQ1003* NAD 83(1986)-  32 31 59.     (N)    092 47 06.     (W)     SCALED    
 CQ1003* NAVD 88     -        97.715  (meters)     320.59   (feet)  ADJUSTED  
 CQ1003  ___________________________________________________________________
 CQ1003  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1003  DYNAMIC HT  -          97.605 (meters)     320.23  (feet)  COMP
 CQ1003  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CQ1003
 CQ1003  VERT ORDER  -  FIRST     CLASS I
 CQ1003
 CQ1003.The horizontal coordinates were scaled from a topographic map and have
 CQ1003.an estimated accuracy of +/- 6 seconds.
 CQ1003
 CQ1003.The orthometric height was determined by differential leveling
 CQ1003.and adjusted by the National Geodetic Survey in June 1991..
 CQ1003.WARNING-Repeat measurements at this control monument indicate possible
 CQ1003.vertical movement.
 CQ1003
 CQ1003.The geoid height was determined by GEOID03.
 CQ1003
 CQ1003.The dynamic height is computed by dividing the NAVD 88
 CQ1003.geopotential number by the normal gravity value computed on the
 CQ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1003.degrees latitude (g = 980.6199 gals.).
 CQ1003
 CQ1003.The modeled gravity was interpolated from observed gravity values.
 CQ1003
 CQ1003;                    North         East    Units  Estimated Accuracy
 CQ1003;SPC LA N     -   225,460.      973,230.      MT  (+/- 180 meters Scaled)
 CQ1003
 CQ1003                          SUPERSEDED SURVEY CONTROL
 CQ1003
 CQ1003  NGVD 29 (??/??/??)   97.787  (m)          320.82   (f) ADJUSTED    1 1
 CQ1003
 CQ1003.Superseded values are not recommended for survey control.
 CQ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1003.See file dsdata.txt to determine how the superseded data were derived.
 CQ1003
 CQ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR201995(NAD 83)
 CQ1003_MARKER: B = BOLT
 CQ1003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1003
 CQ1003  HISTORY     - Date     Condition        Report By
 CQ1003  HISTORY     - UNK      MONUMENTED       DOD
 CQ1003  HISTORY     - 1969     GOOD             CGS
 CQ1003  HISTORY     - 1987     GOOD             USPSQD
 CQ1003
 CQ1003                          STATION DESCRIPTION
 CQ1003
 CQ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1003'0.1 MI E FROM SIMSBORO.
 CQ1003'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL AT
 CQ1003'SIMSBORO, 74 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 83 FEET
 CQ1003'NORTH OF THE NORTHWEST CORNER OF A HOUSE, 40 FEET SOUTH OF POWER POLE
 CQ1003'NUMBER 177, 11 FEET SOUTH OF AN 18-INCH GUM TREE, 10.6 FEET SOUTH OF A
 CQ1003'METAL WITNESS POST, A COPPER BOLT SET IN THE TOP OF A STONE ABOUT 4
 CQ1003'FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CQ1003'3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND WHICH PROJECTS 4
 CQ1003'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 21, T 18N, R 4W.
 CQ1003
 CQ1003                          STATION RECOVERY (1987)
 CQ1003
 CQ1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2020 ***********************************************************************
 BJ2020  DESIGNATION -  35 BOLT
 BJ2020  PID         -  BJ2020
 BJ2020  STATE/COUNTY-  LA/IBERVILLE
 BJ2020  USGS QUAD   -  BAYOU SORREL (1992)
 BJ2020
 BJ2020                         *CURRENT SURVEY CONTROL
 BJ2020  ___________________________________________________________________
 BJ2020* NAD 83(1986)-  30 14 57.     (N)    091 18 59.     (W)     SCALED    
 BJ2020* NAVD 88     -         1.55   (+/-2cm)       5.1    (feet)  VERTCON   
 BJ2020  ___________________________________________________________________
 BJ2020  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ2020
 BJ2020  VERT ORDER  -  ? (See Below)
 BJ2020
 BJ2020.The horizontal coordinates were scaled from a topographic map and have
 BJ2020.an estimated accuracy of +/- 6 seconds.
 BJ2020
 BJ2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2020.The vertical order pertains to the NGVD 29 superseded value.
 BJ2020
 BJ2020.The geoid height was determined by GEOID03.
 BJ2020
 BJ2020;                    North         East    Units  Estimated Accuracy
 BJ2020;SPC LA S     -   193,890.    1,001,630.      MT  (+/- 180 meters Scaled)
 BJ2020
 BJ2020                          SUPERSEDED SURVEY CONTROL
 BJ2020
 BJ2020  NGVD 29 (??/??/??)    1.573  (m)            5.16   (f) ADJUSTED    ?  
 BJ2020
 BJ2020.Superseded values are not recommended for survey control.
 BJ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2020.See file dsdata.txt to determine how the superseded data were derived.
 BJ2020
 BJ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP619475(NAD 83)
 BJ2020_MARKER: B = BOLT
 BJ2020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2020
 BJ2020  HISTORY     - Date     Condition        Report By
 BJ2020  HISTORY     - UNK      MONUMENTED       DOD
 BJ2020  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2020
 BJ2020                          STATION DESCRIPTION
 BJ2020
 BJ2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2020'0.5 MI S FROM INDIAN VILLAGE.
 BJ2020'ABOUT 1/2 MILE SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2020'INDIAN VILLAGE, IBERVILLE PARISH, ABOUT 2 MILES ABOVE THE CONFLUENCE
 BJ2020'OF UPPER GRAND RIVER AND THE BAYOU, ABOUT 1,640 FEET SOUTHEAST OF THE
 BJ2020'PLAQUEMINE STAVE AND HEADING CO. LARGE SAWMILL ON THE BAYOU BANK,
 BJ2020'ABOUT 984 FEET EAST OF THE HARRY MILLER STORE ON THE MAIN ROAD, ABOUT
 BJ2020'120 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF CABIN 23, 3 FEET
 BJ2020'NORTHEAST OF A POINT 3 FEET SOUTHEAST OF A FENCE, AND IN A DITCH
 BJ2020'PARALLELING A ROW OF CABINS.  A COPPER BOLT, SET IN THE TOP OF A
 BJ2020'CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BJ2020'THROUGH AN IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND AND
 BJ2020'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1002 ***********************************************************************
 CQ1002  DESIGNATION -  35 CAP
 CQ1002  PID         -  CQ1002
 CQ1002  STATE/COUNTY-  LA/LINCOLN
 CQ1002  USGS QUAD   -  SIMSBORO (1994)
 CQ1002
 CQ1002                         *CURRENT SURVEY CONTROL
 CQ1002  ___________________________________________________________________
 CQ1002* NAD 83(1986)-  32 31 59.     (N)    092 47 06.     (W)     SCALED    
 CQ1002* NAVD 88     -        98.956  (meters)     324.66   (feet)  ADJUSTED  
 CQ1002  ___________________________________________________________________
 CQ1002  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1002  DYNAMIC HT  -          98.846 (meters)     324.30  (feet)  COMP
 CQ1002  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CQ1002
 CQ1002  VERT ORDER  -  FIRST     CLASS I
 CQ1002
 CQ1002.The horizontal coordinates were scaled from a topographic map and have
 CQ1002.an estimated accuracy of +/- 6 seconds.
 CQ1002
 CQ1002.The orthometric height was determined by differential leveling
 CQ1002.and adjusted by the National Geodetic Survey in June 1991..
 CQ1002
 CQ1002.The geoid height was determined by GEOID03.
 CQ1002
 CQ1002.The dynamic height is computed by dividing the NAVD 88
 CQ1002.geopotential number by the normal gravity value computed on the
 CQ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1002.degrees latitude (g = 980.6199 gals.).
 CQ1002
 CQ1002.The modeled gravity was interpolated from observed gravity values.
 CQ1002
 CQ1002;                    North         East    Units  Estimated Accuracy
 CQ1002;SPC LA N     -   225,460.      973,230.      MT  (+/- 180 meters Scaled)
 CQ1002
 CQ1002                          SUPERSEDED SURVEY CONTROL
 CQ1002
 CQ1002  NGVD 29 (??/??/??)   99.029  (m)          324.90   (f) ADJUSTED    1 1
 CQ1002
 CQ1002.Superseded values are not recommended for survey control.
 CQ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1002.See file dsdata.txt to determine how the superseded data were derived.
 CQ1002
 CQ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR201995(NAD 83)
 CQ1002_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1002
 CQ1002  HISTORY     - Date     Condition        Report By
 CQ1002  HISTORY     - UNK      MONUMENTED       DOD
 CQ1002  HISTORY     - 1969     GOOD             CGS
 CQ1002  HISTORY     - 1987     GOOD             USPSQD
 CQ1002
 CQ1002                          STATION DESCRIPTION
 CQ1002
 CQ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1002'0.1 MI E FROM SIMSBORO.
 CQ1002'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL AT
 CQ1002'SIMSBORO, 74 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 83 FEET
 CQ1002'NORTH OF THE NORTHWEST CORNER OF A HOUSE, 40 FEET SOUTH OF POWER POLE
 CQ1002'NUMBER 177, 11 FEET SOUTH OF AN 18-INCH GUM TREE, 10.6 FEET SOUTH OF A
 CQ1002'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, A
 CQ1002'U.S. ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 4
 CQ1002'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 21, T 18 N, R 4W.
 CQ1002
 CQ1002                          STATION RECOVERY (1987)
 CQ1002
 CQ1002'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1179 ***********************************************************************
 BJ1179  DESIGNATION -  35 CAP
 BJ1179  PID         -  BJ1179
 BJ1179  STATE/COUNTY-  LA/IBERVILLE
 BJ1179  USGS QUAD   -  BAYOU SORREL (1992)
 BJ1179
 BJ1179                         *CURRENT SURVEY CONTROL
 BJ1179  ___________________________________________________________________
 BJ1179* NAD 83(1986)-  30 14 57.     (N)    091 18 59.     (W)     SCALED    
 BJ1179* NAVD 88     -         2.78   (+/-2cm)       9.1    (feet)  VERTCON   
 BJ1179  ___________________________________________________________________
 BJ1179  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ1179
 BJ1179  VERT ORDER  -  ? (See Below)
 BJ1179
 BJ1179.The horizontal coordinates were scaled from a topographic map and have
 BJ1179.an estimated accuracy of +/- 6 seconds.
 BJ1179
 BJ1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1179.The vertical order pertains to the NGVD 29 superseded value.
 BJ1179
 BJ1179.The geoid height was determined by GEOID03.
 BJ1179
 BJ1179;                    North         East    Units  Estimated Accuracy
 BJ1179;SPC LA S     -   193,890.    1,001,630.      MT  (+/- 180 meters Scaled)
 BJ1179
 BJ1179                          SUPERSEDED SURVEY CONTROL
 BJ1179
 BJ1179  NGVD 29 (??/??/??)    2.801  (m)            9.19   (f) ADJUSTED    ?  
 BJ1179
 BJ1179.Superseded values are not recommended for survey control.
 BJ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1179.See file dsdata.txt to determine how the superseded data were derived.
 BJ1179
 BJ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP619475(NAD 83)
 BJ1179_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1179_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1179
 BJ1179  HISTORY     - Date     Condition        Report By
 BJ1179  HISTORY     - UNK      MONUMENTED       DOD
 BJ1179  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1179  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1179
 BJ1179                          STATION DESCRIPTION
 BJ1179
 BJ1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1179'0.5 MI S FROM INDIAN VILLAGE.
 BJ1179'ABOUT 1/2 MILE SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ1179'INDIAN VILLAGE, IBERVILLE PARISH, ABOUT 2 MILES ABOVE THE CONFLUENCE
 BJ1179'OF UPPER GRAND RIVER AND THE BAYOU, ABOUT 1,640 FEET SOUTHEAST OF THE
 BJ1179'PLAQUEMINE STAVE AND HEADING CO. LARGE SAWMILL ON THE BAYOU BANK,
 BJ1179'ABOUT 984 FEET EAST OF THE HARRY MILLER STORE ON THE MAIN ROAD, ABOUT
 BJ1179'120 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF CABIN 23, 3 FEET
 BJ1179'NORTHEAST OF A POINT 3 FEET SOUTHEAST OF A FENCE, AND IN A DITCH
 BJ1179'PARALLELING A ROW OF CABINS.  AN IRON PIPE PROJECTING ABOUT 10 INCHES
 BJ1179'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BJ1179'CAP.
 BJ1179
 BJ1179                          STATION RECOVERY (1976)
 BJ1179
 BJ1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1179'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 BJ1179'THIS MARK NOT RECOVERED IN 1964.  DESCRIPTION INADEQUATE FOR PLOTTING
 BJ1179'PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1877 ***********************************************************************
 BX1877  DESIGNATION -  35 V 1 LADH
 BX1877  PID         -  BX1877
 BX1877  STATE/COUNTY-  LA/NATCHITOCHES
 BX1877  USGS QUAD   -  ROBELINE (1988)
 BX1877
 BX1877                         *CURRENT SURVEY CONTROL
 BX1877  ___________________________________________________________________
 BX1877* NAD 83(1986)-  31 40 00.     (N)    093 19 48.     (W)     SCALED    
 BX1877* NAVD 88     -        61.53   (+/-2cm)     201.9    (feet)  VERTCON   
 BX1877  ___________________________________________________________________
 BX1877  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX1877
 BX1877  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1877
 BX1877.The horizontal coordinates were scaled from a topographic map and have
 BX1877.an estimated accuracy of +/- 6 seconds.
 BX1877
 BX1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1877.The vertical order pertains to the NGVD 29 superseded value.
 BX1877
 BX1877.The geoid height was determined by GEOID03.
 BX1877
 BX1877;                    North         East    Units  Estimated Accuracy
 BX1877;SPC LA N     -   129,660.      921,300.      MT  (+/- 180 meters Scaled)
 BX1877
 BX1877                          SUPERSEDED SURVEY CONTROL
 BX1877
 BX1877  NGVD 29 (??/??/??)   61.594  (m)          202.08   (f) ADJUSTED    2 1
 BX1877
 BX1877.Superseded values are not recommended for survey control.
 BX1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1877.See file dsdata.txt to determine how the superseded data were derived.
 BX1877
 BX1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR687035(NAD 83)
 BX1877_MARKER: DD = SURVEY DISK
 BX1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1877_STAMPING: 35V1 1969
 BX1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1877+STABILITY: SURFACE MOTION
 BX1877
 BX1877  HISTORY     - Date     Condition        Report By
 BX1877  HISTORY     - 1969     MONUMENTED       LADH
 BX1877  HISTORY     - 1970     GOOD             LADTD
 BX1877  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1877
 BX1877                          STATION DESCRIPTION
 BX1877
 BX1877'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1877'2.40 MI SW FROM ROBELINE.
 BX1877'ABOUT 2.40 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 6 FROM THE ROBELINE
 BX1877'POST OFFICE.  0.60 MILES NORTHEAST OF THE NATCHITOCHES AND SABINE
 BX1877'PARISH LINE.  1.0 MILES NORTHEAST OF B.M. 3325 RESET 1965.  71 FEET
 BX1877'SOUTH SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 6.  1 FOOT
 BX1877'NORTH OF A COMBINATION MESH AND BARBED WIRE FENCE.  96 FEET SOUTH
 BX1877'SOUTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY 6 AND A BLACK TOP
 BX1877'ROAD LEADING SOUTH.  100 FEET WEST OF A POWER POLE.  19 FEET SOUTH
 BX1877'SOUTHWEST OF A LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER.
 BX1877'DISK IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A
 BX1877'STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK. SECTION 19, T 8N,
 BX1877'R 9W.
 BX1877
 BX1877                          STATION RECOVERY (2001)
 BX1877
 BX1877'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1889 ***********************************************************************
 BX1889  DESIGNATION -  35 V 11 LADH
 BX1889  PID         -  BX1889
 BX1889  STATE/COUNTY-  LA/NATCHITOCHES
 BX1889  USGS QUAD   -  PROVENCAL (1992)
 BX1889
 BX1889                         *CURRENT SURVEY CONTROL
 BX1889  ___________________________________________________________________
 BX1889* NAD 83(1986)-  31 42 58.     (N)    093 11 13.     (W)     SCALED    
 BX1889* NAVD 88     -        53.72   (+/-2cm)     176.2    (feet)  VERTCON   
 BX1889  ___________________________________________________________________
 BX1889  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1889
 BX1889  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1889
 BX1889.The horizontal coordinates were scaled from a topographic map and have
 BX1889.an estimated accuracy of +/- 6 seconds.
 BX1889
 BX1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1889.The vertical order pertains to the NGVD 29 superseded value.
 BX1889
 BX1889.The geoid height was determined by GEOID03.
 BX1889
 BX1889;                    North         East    Units  Estimated Accuracy
 BX1889;SPC LA N     -   135,040.      934,900.      MT  (+/- 180 meters Scaled)
 BX1889
 BX1889                          SUPERSEDED SURVEY CONTROL
 BX1889
 BX1889  NGVD 29 (??/??/??)   53.772  (m)          176.42   (f) ADJUSTED    2 1
 BX1889
 BX1889.Superseded values are not recommended for survey control.
 BX1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1889.See file dsdata.txt to determine how the superseded data were derived.
 BX1889
 BX1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR822089(NAD 83)
 BX1889_MARKER: DD = SURVEY DISK
 BX1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1889_STAMPING: 35V11 1969
 BX1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1889+STABILITY: SURFACE MOTION
 BX1889
 BX1889  HISTORY     - Date     Condition        Report By
 BX1889  HISTORY     - 1969     MONUMENTED       LADH
 BX1889  HISTORY     - 1970     GOOD             LADTD
 BX1889
 BX1889                          STATION DESCRIPTION
 BX1889
 BX1889'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1889'7.50 MI SW FROM NATCHITOCHES.
 BX1889'LOCATED ABOUT 7.50 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1889'NATCHITOCHES POST OFFICE.  1.1 MILES NORTHEAST OF B.M. 35V10.  0.25
 BX1889'MILES NORTHEAST OF A CONCRETE BRIDGE ON LOUISIANA HIGHWAY 6.  97 FEET
 BX1889'SOUTH SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 6.  10 FEET
 BX1889'NORTHEAST OF A TELEPHONE POLE AND PEDESTAL.  86 FEET WEST SOUTHWEST OF
 BX1889'THE CORNER OF A BARBED WIRE FENCE.  99 FEET WEST SOUTHWEST OF THE
 BX1889'CENTER OF A METAL CATTLE GUARD OF A DIRT ROAD LEADING EAST.  96 FEET
 BX1889'SOUTHWEST OF WEST END OF A CONCRETE PIPE SIDE DRAIN.  200 FEET
 BX1889'SOUTHWEST OF MILE POST 40 ON LOUISIANA HIGHWAY 6.  1 FOOT NORTH
 BX1889'NORTHWEST OF A BARBED WIRE FENCE.  DISK IN TOP OF A CONCRETE POST
 BX1889'PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1889'NORTH NORTHWEST OF THE MARK.  SECTION 41, T 9N, R 8W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1890 ***********************************************************************
 BX1890  DESIGNATION -  35 V 12 LADH
 BX1890  PID         -  BX1890
 BX1890  STATE/COUNTY-  LA/NATCHITOCHES
 BX1890  USGS QUAD   -  PROVENCAL (1992)
 BX1890
 BX1890                         *CURRENT SURVEY CONTROL
 BX1890  ___________________________________________________________________
 BX1890* NAD 83(1986)-  31 43 14.     (N)    093 10 17.     (W)     SCALED    
 BX1890* NAVD 88     -        69.57   (+/-2cm)     228.2    (feet)  VERTCON   
 BX1890  ___________________________________________________________________
 BX1890  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1890
 BX1890  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1890
 BX1890.The horizontal coordinates were scaled from a topographic map and have
 BX1890.an estimated accuracy of +/- 6 seconds.
 BX1890
 BX1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1890.The vertical order pertains to the NGVD 29 superseded value.
 BX1890
 BX1890.The geoid height was determined by GEOID03.
 BX1890
 BX1890;                    North         East    Units  Estimated Accuracy
 BX1890;SPC LA N     -   135,530.      936,370.      MT  (+/- 180 meters Scaled)
 BX1890
 BX1890                          SUPERSEDED SURVEY CONTROL
 BX1890
 BX1890  NGVD 29 (??/??/??)   69.616  (m)          228.40   (f) ADJUSTED    2 1
 BX1890
 BX1890.Superseded values are not recommended for survey control.
 BX1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1890.See file dsdata.txt to determine how the superseded data were derived.
 BX1890
 BX1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR837094(NAD 83)
 BX1890_MARKER: DD = SURVEY DISK
 BX1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1890_STAMPING: 35V12 1969
 BX1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1890+STABILITY: SURFACE MOTION
 BX1890
 BX1890  HISTORY     - Date     Condition        Report By
 BX1890  HISTORY     - 1969     MONUMENTED       LADH
 BX1890  HISTORY     - 1970     GOOD             LADTD
 BX1890  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1890  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BX1890
 BX1890                          STATION DESCRIPTION
 BX1890
 BX1890'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1890'6.50 MI SW FROM NATCHITOCHES.
 BX1890'LOCATED ABOUT 6.50 MILES ALONG LOUSIANA HIGHWAY 6 FROM THE
 BX1890'NATCHITOCHES POST OFFICE.  1.0 MILES NORTHEAST OF B.M. 35V11.  67 FEET
 BX1890'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 6.  10 FEET SOUTHEAST
 BX1890'OF A THREE STRAND BARB WIRE FENCE.  264 FEET SOUTH SOUTHWEST OF MILE
 BX1890'POST 41 ON LOUISIANA HIGHWAY 6.  DISK IN TOP OF A CONCRETE POST
 BX1890'PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1890'NORTHWEST OF THE MARK.  SECTION 35, T 9N, R 8W.
 BX1890
 BX1890                          STATION RECOVERY (2001)
 BX1890
 BX1890'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1890'MARK NOT FOUND.
 BX1890
 BX1890                          STATION RECOVERY (2004)
 BX1890
 BX1890'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX1890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1891 ***********************************************************************
 BX1891  DESIGNATION -  35 V 13 LADH
 BX1891  PID         -  BX1891
 BX1891  STATE/COUNTY-  LA/NATCHITOCHES
 BX1891  USGS QUAD   -  PROVENCAL (1992)
 BX1891
 BX1891                         *CURRENT SURVEY CONTROL
 BX1891  ___________________________________________________________________
 BX1891* NAD 83(1986)-  31 43 45.     (N)    093 09 30.     (W)     SCALED    
 BX1891* NAVD 88     -        73.58   (+/-2cm)     241.4    (feet)  VERTCON   
 BX1891  ___________________________________________________________________
 BX1891  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX1891
 BX1891  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1891
 BX1891.The horizontal coordinates were scaled from a topographic map and have
 BX1891.an estimated accuracy of +/- 6 seconds.
 BX1891
 BX1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1891.The vertical order pertains to the NGVD 29 superseded value.
 BX1891
 BX1891.The geoid height was determined by GEOID03.
 BX1891
 BX1891;                    North         East    Units  Estimated Accuracy
 BX1891;SPC LA N     -   136,470.      937,620.      MT  (+/- 180 meters Scaled)
 BX1891
 BX1891                          SUPERSEDED SURVEY CONTROL
 BX1891
 BX1891  NGVD 29 (??/??/??)   73.622  (m)          241.54   (f) ADJUSTED    2 1
 BX1891
 BX1891.Superseded values are not recommended for survey control.
 BX1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1891.See file dsdata.txt to determine how the superseded data were derived.
 BX1891
 BX1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR850104(NAD 83)
 BX1891_MARKER: DD = SURVEY DISK
 BX1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1891_STAMPING: 35V13 1969
 BX1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1891+STABILITY: SURFACE MOTION
 BX1891
 BX1891  HISTORY     - Date     Condition        Report By
 BX1891  HISTORY     - 1969     MONUMENTED       LADH
 BX1891  HISTORY     - 1970     GOOD             LADTD
 BX1891  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 BX1891
 BX1891                          STATION DESCRIPTION
 BX1891
 BX1891'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1891'5.45 MI SW FROM NATCHITOCHES.
 BX1891'LOCATED ABOUT 5.45 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1891'NATCHITOCHES POST OFFICE.  0.30 MILES NORTHEAST OF B.M. TT30L 1936.
 BX1891'0.25 MILES SOUTHWEST OF JUNCTION OF LOUISIANA HIGHWAY 504 AND
 BX1891'LOUISIANA HIGHWAY 6.  94 FEET NORTH NORTHWEST OF THE CENTERLINE OF
 BX1891'LOUISIANA HIGHWAY 6.  175 FEET WEST SOUTHWEST OF A LOUISIANA
 BX1891'DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER.  112 FEET WEST OF THE
 BX1891'BEGINNING OF A CONCRETE PAVED DITCH.  253 FEET WEST OF MILE POST 42 ON
 BX1891'LOUISIANA HIGHWAY 6.  DISK IN TOP OF A CONCRETE POST PROJECTING 3
 BX1891'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH
 BX1891'SOUTHEAST OF THE MARK.  SECTION 40, T 9N, R 8W.
 BX1891
 BX1891                          STATION RECOVERY (1997)
 BX1891
 BX1891'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3109 ***********************************************************************
 BX3109  DESIGNATION -  35 V 13 RESET
 BX3109  PID         -  BX3109
 BX3109  STATE/COUNTY-  LA/NATCHITOCHES
 BX3109  USGS QUAD   -  PROVENCAL (1992)
 BX3109
 BX3109                         *CURRENT SURVEY CONTROL
 BX3109  ___________________________________________________________________
 BX3109* NAD 83(1986)-  31 43 45.     (N)    093 09 30.     (W)     SCALED    
 BX3109* NAVD 88     -        70.75   (+/-2cm)     232.1    (feet)  VERTCON   
 BX3109  ___________________________________________________________________
 BX3109  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX3109
 BX3109  VERT ORDER  -  THIRD (See Below)
 BX3109
 BX3109.The horizontal coordinates were scaled from a topographic map and have
 BX3109.an estimated accuracy of +/- 6 seconds.
 BX3109
 BX3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3109.The vertical order pertains to the NGVD 29 superseded value.
 BX3109
 BX3109.The geoid height was determined by GEOID03.
 BX3109
 BX3109;                    North         East    Units  Estimated Accuracy
 BX3109;SPC LA N     -   136,470.      937,620.      MT  (+/- 180 meters Scaled)
 BX3109
 BX3109                          SUPERSEDED SURVEY CONTROL
 BX3109
 BX3109  NGVD 29 (09/18/05)   70.79   (m)          232.3    (f) RESET       3  
 BX3109
 BX3109.Superseded values are not recommended for survey control.
 BX3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3109.See file dsdata.txt to determine how the superseded data were derived.
 BX3109
 BX3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR850104(NAD 83)
 BX3109_MARKER: DD = SURVEY DISK
 BX3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3109_SP_SET: CONCRETE POST
 BX3109_STAMPING: 35 V 13 RESET 1985
 BX3109_MARK LOGO: LADTD 
 BX3109_PROJECTION: FLUSH
 BX3109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3109+STABILITY: SURFACE MOTION
 BX3109
 BX3109  HISTORY     - Date     Condition        Report By
 BX3109  HISTORY     - 1985     MONUMENTED       LADTD
 BX3109  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 BX3109
 BX3109                          STATION DESCRIPTION
 BX3109
 BX3109'DESCRIBED BY LA TRANSP AND DEV 1985
 BX3109'8.8 KM (5.45 MI) SE FROM NATCHITOCHES.
 BX3109'FROM THE POST OFFICE IN NATCHITOCHES, GO WEST ON STATE HIGHWAY 6 FOR
 BX3109'8.8 KM (5.45 MI) TO THE BENCH MARK ON THE LEFT NEAR THE WOODS LINE IN
 BX3109'THE SOUTHWEST QUARTER OF THE CONSTRUCTION OF INTERSTATE 49 OVERPASS,
 BX3109'0.4 KM (0.25 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 504 AND 6.
 BX3109'APPROXIMATELY 144 PACES SOUTH OF THE CENTER OF HIGHWAY 6, 1.8 M
 BX3109'(5.9 FT) NORTHWEST OF AN OAK TREE, 1.5 M (4.9 FT) EAST-SOUTHEAST OF A
 BX3109'10 INCH PINE TREE, 0.9 M (3.0 FT) SOUTHWEST OF A METAL WITNESS POST
 BX3109'WITH SIGN ATTACHED.
 BX3109'THE MARK IS 0.9 METERS  SW FROM  A WITNESS POST
 BX3109'THE MARK IS 2.1 M BELOW HIGHWAY.
 BX3109
 BX3109                          STATION RECOVERY (1997)
 BX3109
 BX3109'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1892 ***********************************************************************
 BX1892  DESIGNATION -  35 V 14 LADH
 BX1892  PID         -  BX1892
 BX1892  STATE/COUNTY-  LA/NATCHITOCHES
 BX1892  USGS QUAD   -  PROVENCAL (1992)
 BX1892
 BX1892                         *CURRENT SURVEY CONTROL
 BX1892  ___________________________________________________________________
 BX1892* NAD 83(1986)-  31 44 02.     (N)    093 08 41.     (W)     SCALED    
 BX1892* NAVD 88     -        61.53   (+/-2cm)     201.9    (feet)  VERTCON   
 BX1892  ___________________________________________________________________
 BX1892  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX1892
 BX1892  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1892
 BX1892.The horizontal coordinates were scaled from a topographic map and have
 BX1892.an estimated accuracy of +/- 6 seconds.
 BX1892
 BX1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1892.The vertical order pertains to the NGVD 29 superseded value.
 BX1892
 BX1892.The geoid height was determined by GEOID03.
 BX1892
 BX1892;                    North         East    Units  Estimated Accuracy
 BX1892;SPC LA N     -   136,990.      938,910.      MT  (+/- 180 meters Scaled)
 BX1892
 BX1892                          SUPERSEDED SURVEY CONTROL
 BX1892
 BX1892  NGVD 29 (??/??/??)   61.581  (m)          202.04   (f) ADJUSTED    2 1
 BX1892
 BX1892.Superseded values are not recommended for survey control.
 BX1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1892.See file dsdata.txt to determine how the superseded data were derived.
 BX1892
 BX1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR862109(NAD 83)
 BX1892_MARKER: DD = SURVEY DISK
 BX1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1892_STAMPING: 35V14 1969
 BX1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1892+STABILITY: SURFACE MOTION
 BX1892
 BX1892  HISTORY     - Date     Condition        Report By
 BX1892  HISTORY     - 1969     MONUMENTED       LADH
 BX1892  HISTORY     - 1970     GOOD             LADTD
 BX1892  HISTORY     - 19970816 GOOD             USPSQD
 BX1892  HISTORY     - 20010922 GOOD             USPSQD
 BX1892  HISTORY     - 20040222 GOOD             USPSQD
 BX1892
 BX1892                          STATION DESCRIPTION
 BX1892
 BX1892'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1892'4.55 MI SW FROM NATCHITOCHES.
 BX1892'ABOUT 4.55 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1892'NATCHITOCHES POST OFFICE.  0.60 MILES NORTHEAST OF THE JUNCTION OF
 BX1892'LOUISIANA HIGHWAY 405 AND LOUISIANA HIGHWAY 6.  0.90 MILES NORTHEAST
 BX1892'OF B.M. 35V13.  63 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 6. 47
 BX1892'FEET WEST SOUTHWEST OF A LOUISIANA HIGHWAY RIGHT OF WAY MARKER. 60
 BX1892'FEET WEST OF THE NORTH END OF A CROSS DRAIN PIPE WITH HEADWALLS UNDER
 BX1892'LOUISIANA HIGHWAY 6.  95 FEET WEST OF CENTER OF DRIVEWAY LEADING TO
 BX1892'MR. FRANCIS A. VERCHER RESIDENCE.  1 FOOT NORTH OF END OF STORM FENCE
 BX1892'AND THE SOUTHWEST CORNER OF MR. FRANCIS A. VERCHERS PROPERTY. SET IN
 BX1892'TOP OF A CONCRETE POST FLUSH WITH GROUND.  A STEEL WITNESS POST IS SET
 BX1892'1 FOOT SOUTH OF THE MARK.  SECTION 40, T 9N, R 8W.
 BX1892
 BX1892                          STATION RECOVERY (1997)
 BX1892
 BX1892'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1892'RECOVERED IN GOOD CONDITION.
 BX1892
 BX1892                          STATION RECOVERY (2001)
 BX1892
 BX1892'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1892'RECOVERED IN GOOD CONDITION.
 BX1892
 BX1892                          STATION RECOVERY (2004)
 BX1892
 BX1892'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX1892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1893 ***********************************************************************
 BX1893  DESIGNATION -  35 V 15 LADH
 BX1893  PID         -  BX1893
 BX1893  STATE/COUNTY-  LA/NATCHITOCHES
 BX1893  USGS QUAD   -  PROVENCAL (1992)
 BX1893
 BX1893                         *CURRENT SURVEY CONTROL
 BX1893  ___________________________________________________________________
 BX1893* NAD 83(1986)-  31 44 29.     (N)    093 07 55.     (W)     SCALED    
 BX1893* NAVD 88     -        60.70   (+/-2cm)     199.1    (feet)  VERTCON   
 BX1893  ___________________________________________________________________
 BX1893  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1893
 BX1893  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1893
 BX1893.The horizontal coordinates were scaled from a topographic map and have
 BX1893.an estimated accuracy of +/- 6 seconds.
 BX1893
 BX1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1893.The vertical order pertains to the NGVD 29 superseded value.
 BX1893
 BX1893.The geoid height was determined by GEOID03.
 BX1893
 BX1893;                    North         East    Units  Estimated Accuracy
 BX1893;SPC LA N     -   137,810.      940,120.      MT  (+/- 180 meters Scaled)
 BX1893
 BX1893                          SUPERSEDED SURVEY CONTROL
 BX1893
 BX1893  NGVD 29 (??/??/??)   60.749  (m)          199.31   (f) ADJUSTED    2 1
 BX1893
 BX1893.Superseded values are not recommended for survey control.
 BX1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1893.See file dsdata.txt to determine how the superseded data were derived.
 BX1893
 BX1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR875117(NAD 83)
 BX1893_MARKER: DD = SURVEY DISK
 BX1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1893_STAMPING: 35V15 1969
 BX1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1893+STABILITY: SURFACE MOTION
 BX1893
 BX1893  HISTORY     - Date     Condition        Report By
 BX1893  HISTORY     - 1969     MONUMENTED       LADH
 BX1893  HISTORY     - 1970     GOOD             LADTD
 BX1893  HISTORY     - 19970816 GOOD             USPSQD
 BX1893  HISTORY     - 20010922 GOOD             USPSQD
 BX1893  HISTORY     - 20040222 GOOD             USPSQD
 BX1893
 BX1893                          STATION DESCRIPTION
 BX1893
 BX1893'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1893'3.50 MI SW FROM NATCHITOCHES.
 BX1893'LOCATED ABOUT 3.50 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1893'NATCHITOCHES POST OFFICE.  1.05 MILES NORTHEAST OF B.M. 35V14.  76
 BX1893'FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 6.  12 FEET NORTHEAST OF
 BX1893'THE CORNER OF A COMBINATION MESH AND BARBED WIRE FENCE.  44 FEET
 BX1893'NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO MR. H.E. LEACH
 BX1893'RESIDENCE.  53 FEET EAST OF THE NORTHEAST END OF A 18 INCH CONCRETE
 BX1893'PIPE SIDE DRAIN.  1 FOOT NORTHWEST OF A FENCE.  0.10 MILES SOUTHWEST
 BX1893'OF THE EMMUANUEL BAPTIST CHURCH.  DISK IN TOP OF A CONCRETE POST
 BX1893'PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1893'NORTHWEST OF THE MARK.  SECTION 83, T 9N, R 7W.
 BX1893
 BX1893                          STATION RECOVERY (1997)
 BX1893
 BX1893'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1893'RECOVERED IN GOOD CONDITION.
 BX1893
 BX1893                          STATION RECOVERY (2001)
 BX1893
 BX1893'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1893'RECOVERED IN GOOD CONDITION.
 BX1893
 BX1893                          STATION RECOVERY (2004)
 BX1893
 BX1893'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1894 ***********************************************************************
 BX1894  DESIGNATION -  35 V 16 LADH
 BX1894  PID         -  BX1894
 BX1894  STATE/COUNTY-  LA/NATCHITOCHES
 BX1894  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX1894
 BX1894                         *CURRENT SURVEY CONTROL
 BX1894  ___________________________________________________________________
 BX1894* NAD 83(1986)-  31 44 49.     (N)    093 07 13.     (W)     SCALED    
 BX1894* NAVD 88     -        50.95   (+/-2cm)     167.2    (feet)  VERTCON   
 BX1894  ___________________________________________________________________
 BX1894  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1894
 BX1894  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1894
 BX1894.The horizontal coordinates were scaled from a topographic map and have
 BX1894.an estimated accuracy of +/- 6 seconds.
 BX1894
 BX1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1894.The vertical order pertains to the NGVD 29 superseded value.
 BX1894
 BX1894.The geoid height was determined by GEOID03.
 BX1894
 BX1894;                    North         East    Units  Estimated Accuracy
 BX1894;SPC LA N     -   138,420.      941,230.      MT  (+/- 180 meters Scaled)
 BX1894
 BX1894                          SUPERSEDED SURVEY CONTROL
 BX1894
 BX1894  NGVD 29 (??/??/??)   51.000  (m)          167.32   (f) ADJUSTED    2 1
 BX1894
 BX1894.Superseded values are not recommended for survey control.
 BX1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1894.See file dsdata.txt to determine how the superseded data were derived.
 BX1894
 BX1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR886123(NAD 83)
 BX1894_MARKER: DD = SURVEY DISK
 BX1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1894_STAMPING: 35V16 1969
 BX1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1894+STABILITY: SURFACE MOTION
 BX1894
 BX1894  HISTORY     - Date     Condition        Report By
 BX1894  HISTORY     - 1969     MONUMENTED       LADH
 BX1894  HISTORY     - 1970     GOOD             LADTD
 BX1894  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1894  HISTORY     - 19970816 GOOD             USPSQD
 BX1894  HISTORY     - 20010922 GOOD             USPSQD
 BX1894  HISTORY     - 20040222 GOOD             USPSQD
 BX1894
 BX1894                          STATION DESCRIPTION
 BX1894
 BX1894'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1894'2.45 MI SW FROM NATCHITOCHES.
 BX1894'LOCATED ABOUT 2.45 MILES SOUTHWEST ALONG LOUSIANA HIGHWAY 6 FROM THE
 BX1894'NATCHITOCHES POST OFFICE.  1.05 MILES NORTHEAST OF B.M. 35V15.  83
 BX1894'FEET SOUTH SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 6, AT
 BX1894'LOUISIANA FORESTRY COMMISSION HEADQUARTERS DISTRICT (6).  54 FEET
 BX1894'NORTH OF THE CONCRETE PORCH OF A FRAME HOUSE.  101 FEET SOUTH
 BX1894'SOUTHWEST OF THE LOUISIANA FORESTRY COMMISSION SIGN.  DISK IN TOP OF A
 BX1894'CONCRETE POST PROJECTING 1/8 OF A INCH ABOVE GROUND.  A STEEL WITNESS
 BX1894'POST IS SET 1 FOOT NORTH NORTHEAST OF THE MARK.  SECTION 78, T 9N, R
 BX1894'7W.
 BX1894
 BX1894                          STATION RECOVERY (1995)
 BX1894
 BX1894'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1894'MARK NOT FOUND.
 BX1894
 BX1894                          STATION RECOVERY (1997)
 BX1894
 BX1894'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1894'RECOVERED IN GOOD CONDITION.
 BX1894
 BX1894                          STATION RECOVERY (2001)
 BX1894
 BX1894'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BX1894'RECOVERED IN GOOD CONDITION.
 BX1894
 BX1894                          STATION RECOVERY (2004)
 BX1894
 BX1894'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1895 ***********************************************************************
 BX1895  DESIGNATION -  35 V 17 LADH
 BX1895  PID         -  BX1895
 BX1895  STATE/COUNTY-  LA/NATCHITOCHES
 BX1895  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1895
 BX1895                         *CURRENT SURVEY CONTROL
 BX1895  ___________________________________________________________________
 BX1895* NAD 83(1986)-  31 45 13.     (N)    093 06 21.     (W)     SCALED    
 BX1895* NAVD 88     -        34.44   (+/-2cm)     113.0    (feet)  VERTCON   
 BX1895  ___________________________________________________________________
 BX1895  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1895
 BX1895  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1895
 BX1895.The horizontal coordinates were scaled from a topographic map and have
 BX1895.an estimated accuracy of +/- 6 seconds.
 BX1895
 BX1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1895.The vertical order pertains to the NGVD 29 superseded value.
 BX1895
 BX1895.The geoid height was determined by GEOID03.
 BX1895
 BX1895;                    North         East    Units  Estimated Accuracy
 BX1895;SPC LA N     -   139,150.      942,610.      MT  (+/- 180 meters Scaled)
 BX1895
 BX1895                          SUPERSEDED SURVEY CONTROL
 BX1895
 BX1895  NGVD 29 (??/??/??)   34.487  (m)          113.15   (f) ADJUSTED    2 1
 BX1895
 BX1895.Superseded values are not recommended for survey control.
 BX1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1895.See file dsdata.txt to determine how the superseded data were derived.
 BX1895
 BX1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR899131(NAD 83)
 BX1895_MARKER: DD = SURVEY DISK
 BX1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1895_STAMPING: 35V17 1969
 BX1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1895+STABILITY: SURFACE MOTION
 BX1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1895+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1895
 BX1895  HISTORY     - Date     Condition        Report By
 BX1895  HISTORY     - 1969     MONUMENTED       LADH
 BX1895  HISTORY     - 1970     GOOD             LADTD
 BX1895  HISTORY     - 1977     GOOD             NGS
 BX1895  HISTORY     - 1982     GOOD             LADTD
 BX1895  HISTORY     - 19950506 GOOD             USPSQD
 BX1895  HISTORY     - 20040222 GOOD             USPSQD
 BX1895  HISTORY     - 20060610 GOOD             USPSQD
 BX1895  HISTORY     - 20060610 GOOD             USPSQD
 BX1895
 BX1895                          STATION DESCRIPTION
 BX1895
 BX1895'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1895'1.55 MI SW FROM NATCHITOCHES.
 BX1895'LOCATED ABOUT 1.55 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1895'NATCHITOCHES POST OFFICE.  0.90 MILES NORTHEAST OF B.M. 35V16.  66
 BX1895'FEET NORTH NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 6.  61
 BX1895'FEET SOUTH SOUTHEAST OF A RADIO TOWER POLE.  68 FEET SOUTH SOUTHEAST
 BX1895'OF THE SOUTHEAST CORNER OF A LOUISIANA DEPARTMENT OF HIGHWAYS
 BX1895'MAINTENANCE BUILDING.  2 FEET NORTH NORTHWEST OF THE CORNER OF A
 BX1895'CYCLONE FENCE.  DISK IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX1895'A STEEL WITNESS POST IS SET 1 FOOT WEST SOUTHWEST OF THE MARK. SECTION
 BX1895'13, T 9N, R 7W.
 BX1895
 BX1895                          STATION RECOVERY (1977)
 BX1895
 BX1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1895'RECOVERED IN GOOD CONDITION.
 BX1895
 BX1895                          STATION RECOVERY (1982)
 BX1895
 BX1895'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BX1895'LOCATED ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE
 BX1895'POST OFFICE AT NATCHITOCHES, 66' NORTH NORTHWEST OF THE CENTERLINE OF
 BX1895'STATE HIGHWAY 6, 61 FT. SOUTH SOUTHEAST OF A RADIO TOWER POLE, 68 FT.
 BX1895'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A LA. D.O.T.D. MAINTENANCE
 BX1895'BLDG, 2 FT. NORTHWEST OF THE CORNER OF A CYCLONE FENCE. 1 FT.
 BX1895'NORTHEAST OF A WITNESS POST.
 BX1895
 BX1895                          STATION RECOVERY (1995)
 BX1895
 BX1895'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1895'RECOVERED IN GOOD CONDITION.
 BX1895
 BX1895                          STATION RECOVERY (2004)
 BX1895
 BX1895'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX1895'RECOVERED IN GOOD CONDITION.
 BX1895
 BX1895                          STATION RECOVERY (2006)
 BX1895
 BX1895'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1895'RECOVERED IN GOOD CONDITION.
 BX1895
 BX1895                          STATION RECOVERY (2006)
 BX1895
 BX1895'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1895'RADIO TOWER AND D.O.T.D. MAINTENANCE BLDG AND CYCLONE FENCE GONE FROM
 BX1895'1982 RECOVERY NOTES
 BX1895'NEW NOTES -
 BX1895'ABOUT 8 FEET NNE OF CORNER OF CHAIN LINK FENCE AND 31 FEET WSW OF
 BX1895'CENTER OF DRIVEWAY INTO FROG POND APARTMENT COMPLEX.  1 FT NORTHEAST
 BX1895'OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1900 ***********************************************************************
 BX1900  DESIGNATION -  35 V 18 LADH
 BX1900  PID         -  BX1900
 BX1900  STATE/COUNTY-  LA/NATCHITOCHES
 BX1900  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1900
 BX1900                         *CURRENT SURVEY CONTROL
 BX1900  ___________________________________________________________________
 BX1900* NAD 83(1986)-  31 45 05.     (N)    093 05 24.     (W)     SCALED    
 BX1900* NAVD 88     -        34.72   (+/-2cm)     113.9    (feet)  VERTCON   
 BX1900  ___________________________________________________________________
 BX1900  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1900
 BX1900  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1900
 BX1900.The horizontal coordinates were scaled from a topographic map and have
 BX1900.an estimated accuracy of +/- 6 seconds.
 BX1900
 BX1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1900.The vertical order pertains to the NGVD 29 superseded value.
 BX1900
 BX1900.The geoid height was determined by GEOID03.
 BX1900
 BX1900;                    North         East    Units  Estimated Accuracy
 BX1900;SPC LA N     -   138,900.      944,100.      MT  (+/- 180 meters Scaled)
 BX1900
 BX1900                          SUPERSEDED SURVEY CONTROL
 BX1900
 BX1900  NGVD 29 (??/??/??)   34.760  (m)          114.04   (f) ADJUSTED    2 1
 BX1900
 BX1900.Superseded values are not recommended for survey control.
 BX1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1900.See file dsdata.txt to determine how the superseded data were derived.
 BX1900
 BX1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR914128(NAD 83)
 BX1900_MARKER: DD = SURVEY DISK
 BX1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1900_STAMPING: 35V18 1969
 BX1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1900+STABILITY: SURFACE MOTION
 BX1900
 BX1900  HISTORY     - Date     Condition        Report By
 BX1900  HISTORY     - 1969     MONUMENTED       LADH
 BX1900  HISTORY     - 1970     GOOD             LADTD
 BX1900  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1900  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1900  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1900  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BX1900
 BX1900                          STATION DESCRIPTION
 BX1900
 BX1900'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1900'1.15 MI SE FROM NATCHITOCHES.
 BX1900'LOCATED ABOUT 1.15 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1900'POST OFFICE AT NATCHITOCHES IN THE SOUTHEAST SECTION OF THE CITY. 0.30
 BX1900'MILE EAST OF THE ENTRANCE TO THE NORTHWESTERN STATE COLLEGE. 0.20 MILE
 BX1900'NORTH OF THE BENCH MARK 5349L.G.S.. 105 FEET SOUTH SOUTHWEST OF THE
 BX1900'CENTER OF LOUISIANA HIGHWAY 6.  27.5 FEET SOUTH SOUTHWEST OF THE
 BX1900'CORNER OF A WOOD LACE FENCE.  35 FEET WEST OF A 42 INCH PIN OAK TREE.
 BX1900'8 FEET EAST SOUTHEAST OF THE NORTHEAST CORNER OF AN APARTMENT
 BX1900'BUILDING.  1 FOOT EAST OF A WOOD LACE FENCE.  DISK SET IN THE TOP OF A
 BX1900'CONCRETE POST 3 INCHES ABOVE THE GROUND. A STEEL WITNESS POST IS SET 1
 BX1900'FOOT EAST OF THE MARK.  SECTION 79, T9N, R7W.
 BX1900
 BX1900                          STATION RECOVERY (1977)
 BX1900
 BX1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1900'A THOROUGH SEARCH WAS MADE, BUT NOT RECOVERED. BELIEVED TO HAVE
 BX1900'BEEN DESTROYED WHEN APARTMENTS WERE TORN DOWN.
 BX1900
 BX1900                          STATION RECOVERY (1995)
 BX1900
 BX1900'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1900'MARK NOT FOUND.
 BX1900
 BX1900                          STATION RECOVERY (2001)
 BX1900
 BX1900'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1900'MARK NOT FOUND.
 BX1900
 BX1900                          STATION RECOVERY (2004)
 BX1900
 BX1900'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX1900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1901 ***********************************************************************
 BX1901  DESIGNATION -  35 V 19 LADH
 BX1901  PID         -  BX1901
 BX1901  STATE/COUNTY-  LA/NATCHITOCHES
 BX1901  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1901
 BX1901                         *CURRENT SURVEY CONTROL
 BX1901  ___________________________________________________________________
 BX1901* NAD 83(1986)-  31 45 49.     (N)    093 05 08.     (W)     SCALED    
 BX1901* NAVD 88     -        36.75   (+/-2cm)     120.6    (feet)  VERTCON   
 BX1901  ___________________________________________________________________
 BX1901  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1901
 BX1901  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1901
 BX1901.The horizontal coordinates were scaled from a topographic map and have
 BX1901.an estimated accuracy of +/- 6 seconds.
 BX1901
 BX1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1901.The vertical order pertains to the NGVD 29 superseded value.
 BX1901
 BX1901.The geoid height was determined by GEOID03.
 BX1901
 BX1901;                    North         East    Units  Estimated Accuracy
 BX1901;SPC LA N     -   140,250.      944,530.      MT  (+/- 180 meters Scaled)
 BX1901
 BX1901                          SUPERSEDED SURVEY CONTROL
 BX1901
 BX1901  NGVD 29 (??/??/??)   36.790  (m)          120.70   (f) ADJUSTED    2 1
 BX1901
 BX1901.Superseded values are not recommended for survey control.
 BX1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1901.See file dsdata.txt to determine how the superseded data were derived.
 BX1901
 BX1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR918142(NAD 83)
 BX1901_MARKER: DD = SURVEY DISK
 BX1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1901_STAMPING: 35V19 1969
 BX1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1901+STABILITY: SURFACE MOTION
 BX1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1901+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1901
 BX1901  HISTORY     - Date     Condition        Report By
 BX1901  HISTORY     - 1969     MONUMENTED       LADH
 BX1901  HISTORY     - 1970     GOOD             LADTD
 BX1901  HISTORY     - 1977     GOOD             NGS
 BX1901  HISTORY     - 19950506 GOOD             USPSQD
 BX1901  HISTORY     - 20010922 GOOD             USPSQD
 BX1901  HISTORY     - 20060610 GOOD             USPSQD
 BX1901
 BX1901                          STATION DESCRIPTION
 BX1901
 BX1901'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1901'0.40 MI SE FROM NATCHITOCHES.
 BX1901'ABOUT 0.40 MILES EAST ALONG LOUISIANA HIGHWAY 6 FROM THE POST OFFICE
 BX1901'AT NATCHITOCHES.  0.95 MILES NORTH OF B.M. 35V18. 108 FEET EAST OF THE
 BX1901'CENTER OF LOUISIANA HIGHWAY 6.  19 FEET NORTHEAST OF A 38 INCH FORKED
 BX1901'ELM TREE.  32 FEET EAST NORTHEAST A FIRE PLUG.  73 FEET SOUTH
 BX1901'SOUTHEAST OF THE SOUTHEAST CORNER OF A ESSO SERVICE STATION AND ON
 BX1901'WEST BANK OF THE CANE RIVER.  DISK IN TOP OF A CONCRETE POST
 BX1901'PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1901'WEST OF THE MARK.  SECTION 4, T9N, R7W.
 BX1901
 BX1901                          STATION RECOVERY (1977)
 BX1901
 BX1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1901'RECOVERED IN GOOD CONDITION.
 BX1901
 BX1901                          STATION RECOVERY (1995)
 BX1901
 BX1901'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1901'RECOVERED IN GOOD CONDITION.
 BX1901
 BX1901                          STATION RECOVERY (2001)
 BX1901
 BX1901'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1901'RECOVERED IN GOOD CONDITION.
 BX1901
 BX1901                          STATION RECOVERY (2006)
 BX1901
 BX1901'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1901'ESSO SERVICE STATION GONE AND WITNESS POST DOES NOT EXIST FROM 1970
 BX1901'RECOVERY NOTES
 BX1901'NEW NOTES -
 BX1901'ABOUT 50 FEET NORTH OF NATCHITOCHES VISITORS CENTER NE BLDG CORNER AND
 BX1901'2 FEET SOUTH OF PUBLIC RESTROOMS SE CORNER ON WEST SIDE OF ROD IRON
 BX1901'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1878 ***********************************************************************
 BX1878  DESIGNATION -  35 V 2 LADH
 BX1878  PID         -  BX1878
 BX1878  STATE/COUNTY-  LA/NATCHITOCHES
 BX1878  USGS QUAD   -  ROBELINE (1988)
 BX1878
 BX1878                         *CURRENT SURVEY CONTROL
 BX1878  ___________________________________________________________________
 BX1878* NAD 83(1986)-  31 40 32.     (N)    093 18 59.     (W)     SCALED    
 BX1878* NAVD 88     -        58.73   (+/-2cm)     192.7    (feet)  VERTCON   
 BX1878  ___________________________________________________________________
 BX1878  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BX1878
 BX1878  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1878
 BX1878.The horizontal coordinates were scaled from a topographic map and have
 BX1878.an estimated accuracy of +/- 6 seconds.
 BX1878
 BX1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1878.The vertical order pertains to the NGVD 29 superseded value.
 BX1878
 BX1878.The geoid height was determined by GEOID03.
 BX1878
 BX1878;                    North         East    Units  Estimated Accuracy
 BX1878;SPC LA N     -   130,630.      922,590.      MT  (+/- 180 meters Scaled)
 BX1878
 BX1878                          SUPERSEDED SURVEY CONTROL
 BX1878
 BX1878  NGVD 29 (??/??/??)   58.789  (m)          192.88   (f) ADJUSTED    2 1
 BX1878
 BX1878.Superseded values are not recommended for survey control.
 BX1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1878.See file dsdata.txt to determine how the superseded data were derived.
 BX1878
 BX1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR700045(NAD 83)
 BX1878_MARKER: DD = SURVEY DISK
 BX1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1878_STAMPING: 35V2 1969
 BX1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1878+STABILITY: SURFACE MOTION
 BX1878
 BX1878  HISTORY     - Date     Condition        Report By
 BX1878  HISTORY     - 1969     MONUMENTED       LADH
 BX1878  HISTORY     - 1970     GOOD             LADTD
 BX1878  HISTORY     - 19950506 GOOD             USPSQD
 BX1878  HISTORY     - 20010923 GOOD             USPSQD
 BX1878  HISTORY     - 20060611 GOOD             USPSQD
 BX1878
 BX1878                          STATION DESCRIPTION
 BX1878
 BX1878'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1878'1.40 MI SW FROM ROBELINE.
 BX1878'LOCATED ABOUT 1.40 MILES SOUTHWEST ALONG LOUSIANA HIGHWAY 6 FROM THE
 BX1878'ROBELINE POST OFFICE.  1.7 MILES NORTHEAST OF THE NATCHITOCHES AND
 BX1878'SABINE PARISH LINE.  1.0 MILES NORTHEAST OF BENCH MARK 35V1.  74 FEET
 BX1878'NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 6.  1 FOOT NORTH OF
 BX1878'THE CORNER OF A COMBINATION MESH AND BARBED WIRE FENCE.  60 FEET SOUTH
 BX1878'OF THE SOUTHEAST CORNER OF A BRICK HOUSE.  41 FEET NORTH NORTHWEST OF
 BX1878'A 18 INCH CONCRETE SIDE DRAIN PIPE (SOUTH END).  87 FEET NORTHWEST OF
 BX1878'THE INTERSECTION OF LOUISIANA HIGHWAY 6 AND A BLACK TOP ROAD LEADING
 BX1878'SOUTHEAST.  8 FEET NORTHEAST OF A UNDERGROUND TELEPHONE PEDESTAL. DISK
 BX1878'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A STEEL
 BX1878'WITNESS POST IS SET 1 FOOT NORTH OF THE MARK. SECTION 17, T 87, R 9W.
 BX1878
 BX1878                          STATION RECOVERY (1995)
 BX1878
 BX1878'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1878'RECOVERED IN GOOD CONDITION.
 BX1878
 BX1878                          STATION RECOVERY (2001)
 BX1878
 BX1878'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1878'RECOVERED IN GOOD CONDITION.
 BX1878
 BX1878                          STATION RECOVERY (2006)
 BX1878
 BX1878'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BX1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1902 ***********************************************************************
 BX1902  DESIGNATION -  35 V 20 LADH
 BX1902  PID         -  BX1902
 BX1902  STATE/COUNTY-  LA/NATCHITOCHES
 BX1902  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1902
 BX1902                         *CURRENT SURVEY CONTROL
 BX1902  ___________________________________________________________________
 BX1902* NAD 83(1986)-  31 46 52.     (N)    093 05 09.     (W)     SCALED    
 BX1902* NAVD 88     -        39.21   (+/-2cm)     128.6    (feet)  VERTCON   
 BX1902  ___________________________________________________________________
 BX1902  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1902
 BX1902  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1902
 BX1902.The horizontal coordinates were scaled from a topographic map and have
 BX1902.an estimated accuracy of +/- 6 seconds.
 BX1902
 BX1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1902.The vertical order pertains to the NGVD 29 superseded value.
 BX1902
 BX1902.The geoid height was determined by GEOID03.
 BX1902
 BX1902;                    North         East    Units  Estimated Accuracy
 BX1902;SPC LA N     -   142,190.      944,520.      MT  (+/- 180 meters Scaled)
 BX1902
 BX1902                          SUPERSEDED SURVEY CONTROL
 BX1902
 BX1902  NGVD 29 (??/??/??)   39.251  (m)          128.78   (f) ADJUSTED    2 1
 BX1902
 BX1902.Superseded values are not recommended for survey control.
 BX1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1902.See file dsdata.txt to determine how the superseded data were derived.
 BX1902
 BX1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR918161(NAD 83)
 BX1902_MARKER: DD = SURVEY DISK
 BX1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1902_STAMPING: 35V20 1969
 BX1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1902+STABILITY: SURFACE MOTION
 BX1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1902+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1902
 BX1902  HISTORY     - Date     Condition        Report By
 BX1902  HISTORY     - 1969     MONUMENTED       LADH
 BX1902  HISTORY     - 1970     GOOD             LADTD
 BX1902  HISTORY     - 1977     GOOD             NGS
 BX1902  HISTORY     - 19950606 GOOD             USPSQD
 BX1902  HISTORY     - 19970816 GOOD             USPSQD
 BX1902  HISTORY     - 20010922 GOOD             USPSQD
 BX1902  HISTORY     - 20060610 GOOD             USPSQD
 BX1902
 BX1902                          STATION DESCRIPTION
 BX1902
 BX1902'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1902'1.30 MI N FROM NATCHITOCHES.
 BX1902'LOCATED ABOUT 1.70 MILES NORTH ALONG LOUSIANA HIGHWAY 6 FROM THE POST
 BX1902'OFFICE AT NATCHITOCHES.  1.30 MILES NORTH OF BENCH MARK 35V19.  1.0
 BX1902'MILE NORTH OF THE JUNCTION OF LOUISIANA HIGHWAY 1 AND LOUISIANA
 BX1902'HIGHWAY 6.  56 FEET EAST NORTHEAST OF THE CENTERLINE OF LOUISIANA
 BX1902'HIGHWAY 6.  56 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA OF
 BX1902'CHRIST.  46 FEET NORTH OF THE CHURCH SIGN.  25 FEET NORTHEAST OF
 BX1902'COMBINATION TELEPHONE AND POWER POLE WITH TWO GUY WIRES.  DISK SET IN
 BX1902'TOP OF CONCRETE POST FLUSH WITH GROUND.  A STEEL WITNESS POST IS 1
 BX1902'FOOT EAST NORTHEAST OF THE MARK.  SECTION 43, T9N, R7W.
 BX1902
 BX1902                          STATION RECOVERY (1977)
 BX1902
 BX1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1902'RECOVERED IN GOOD CONDITION.
 BX1902
 BX1902                          STATION RECOVERY (1995)
 BX1902
 BX1902'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1902'RECOVERED IN GOOD CONDITION.
 BX1902
 BX1902                          STATION RECOVERY (1997)
 BX1902
 BX1902'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1902'RECOVERED IN GOOD CONDITION.
 BX1902
 BX1902                          STATION RECOVERY (2001)
 BX1902
 BX1902'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1902'RECOVERED IN GOOD CONDITION.
 BX1902
 BX1902                          STATION RECOVERY (2006)
 BX1902
 BX1902'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1902'ADDITIONAL RECOVERY NOTES - ABOUT 12 FEET NW OF THE NW CORNER OF THE
 BX1902'CHURCH BLDG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1903 ***********************************************************************
 BX1903  DESIGNATION -  35 V 21 LADH
 BX1903  PID         -  BX1903
 BX1903  STATE/COUNTY-  LA/NATCHITOCHES
 BX1903  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1903
 BX1903                         *CURRENT SURVEY CONTROL
 BX1903  ___________________________________________________________________
 BX1903* NAD 83(1986)-  31 47 20.     (N)    093 05 13.     (W)     SCALED    
 BX1903* NAVD 88     -        44.988  (meters)     147.60   (feet)  ADJUSTED  
 BX1903  ___________________________________________________________________
 BX1903  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1903  DYNAMIC HT  -          44.935 (meters)     147.42  (feet)  COMP
 BX1903  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 BX1903
 BX1903  VERT ORDER  -  FIRST     CLASS I
 BX1903
 BX1903.The horizontal coordinates were scaled from a topographic map and have
 BX1903.an estimated accuracy of +/- 6 seconds.
 BX1903
 BX1903.The orthometric height was determined by differential leveling
 BX1903.and adjusted by the National Geodetic Survey in February 1994..
 BX1903
 BX1903.The geoid height was determined by GEOID03.
 BX1903
 BX1903.The dynamic height is computed by dividing the NAVD 88
 BX1903.geopotential number by the normal gravity value computed on the
 BX1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1903.degrees latitude (g = 980.6199 gals.).
 BX1903
 BX1903.The modeled gravity was interpolated from observed gravity values.
 BX1903
 BX1903;                    North         East    Units  Estimated Accuracy
 BX1903;SPC LA N     -   143,060.      944,420.      MT  (+/- 180 meters Scaled)
 BX1903
 BX1903                          SUPERSEDED SURVEY CONTROL
 BX1903
 BX1903  NAVD 88 (06/15/91)   44.987  (m)          147.59   (f) UNKNOWN     1 1
 BX1903  NGVD 29 (??/??/??)   45.031  (m)          147.74   (f) ADJUSTED    1 1
 BX1903
 BX1903.Superseded values are not recommended for survey control.
 BX1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1903.See file dsdata.txt to determine how the superseded data were derived.
 BX1903
 BX1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR917170(NAD 83)
 BX1903_MARKER: DD = SURVEY DISK
 BX1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1903_STAMPING: 35V21 1969
 BX1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1903+STABILITY: SURFACE MOTION
 BX1903
 BX1903  HISTORY     - Date     Condition        Report By
 BX1903  HISTORY     - 1969     MONUMENTED       LADH
 BX1903  HISTORY     - 1970     GOOD             LADTD
 BX1903  HISTORY     - 1977     GOOD             NGS
 BX1903  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1903  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 BX1903  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1903
 BX1903                          STATION DESCRIPTION
 BX1903
 BX1903'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1903'2.55 MI N FROM NATCHITOCHES.
 BX1903'ABOUT 2.55 MILES ALONG LOUISIANA HIGHWAY 6 FROM THE POST OFFICE AT
 BX1903'NATCHITOCHES.  0.85 MILES NORTH OF B.M. 35V20.  62 FEET WEST SOUTHWEST
 BX1903'OF CENTER OF LOUISIANA HIGHWAY 6.  37 FEET SOUTH OF THE SOUTHEAST
 BX1903'CORNER OF A FRAME BUILDING.  69 FEET EAST NORTHEAST OF THE END OF A
 BX1903'WOODEN BOARD FENCE AND THE NORTHEAST CORNER OF A BRICK HOUSE. 3 FEET
 BX1903'WEST SOUTHWEST OF THE END OF A WOODEN FENCE.  DISK IN TOP OF A
 BX1903'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 BX1903'IS SET 6 FEET EAST NORTHEAST OF THE MARK.  SECTION 4, T9N, R7W.
 BX1903
 BX1903                          STATION RECOVERY (1977)
 BX1903
 BX1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1903'RECOVERED IN GOOD CONDITION.
 BX1903
 BX1903                          STATION RECOVERY (1995)
 BX1903
 BX1903'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1903'MARK NOT FOUND.
 BX1903
 BX1903                          STATION RECOVERY (1997)
 BX1903
 BX1903'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1903'MARK NOT FOUND.
 BX1903
 BX1903                          STATION RECOVERY (2001)
 BX1903
 BX1903'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1904 ***********************************************************************
 BX1904  DESIGNATION -  35 V 22 LADH
 BX1904  PID         -  BX1904
 BX1904  STATE/COUNTY-  LA/NATCHITOCHES
 BX1904  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1904
 BX1904                         *CURRENT SURVEY CONTROL
 BX1904  ___________________________________________________________________
 BX1904* NAD 83(1986)-  31 48 27.     (N)    093 05 15.     (W)     SCALED    
 BX1904* NAVD 88     -        43.997  (meters)     144.35   (feet)  ADJUSTED  
 BX1904  ___________________________________________________________________
 BX1904  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1904  DYNAMIC HT  -          43.945 (meters)     144.18  (feet)  COMP
 BX1904  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 BX1904
 BX1904  VERT ORDER  -  FIRST     CLASS I
 BX1904
 BX1904.The horizontal coordinates were scaled from a topographic map and have
 BX1904.an estimated accuracy of +/- 6 seconds.
 BX1904
 BX1904.The orthometric height was determined by differential leveling
 BX1904.and adjusted by the National Geodetic Survey in February 1994..
 BX1904
 BX1904.The geoid height was determined by GEOID03.
 BX1904
 BX1904.The dynamic height is computed by dividing the NAVD 88
 BX1904.geopotential number by the normal gravity value computed on the
 BX1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1904.degrees latitude (g = 980.6199 gals.).
 BX1904
 BX1904.The modeled gravity was interpolated from observed gravity values.
 BX1904
 BX1904;                    North         East    Units  Estimated Accuracy
 BX1904;SPC LA N     -   145,120.      944,380.      MT  (+/- 180 meters Scaled)
 BX1904
 BX1904                          SUPERSEDED SURVEY CONTROL
 BX1904
 BX1904  NAVD 88 (06/15/91)   43.996  (m)          144.34   (f) UNKNOWN     1 1
 BX1904  NGVD 29 (??/??/??)   44.041  (m)          144.49   (f) ADJUSTED    1 1
 BX1904
 BX1904.Superseded values are not recommended for survey control.
 BX1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1904.See file dsdata.txt to determine how the superseded data were derived.
 BX1904
 BX1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR917191(NAD 83)
 BX1904_MARKER: DD = SURVEY DISK
 BX1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1904_STAMPING: 35V22 1969
 BX1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1904+STABILITY: SURFACE MOTION
 BX1904
 BX1904  HISTORY     - Date     Condition        Report By
 BX1904  HISTORY     - 1969     MONUMENTED       LADH
 BX1904  HISTORY     - 1970     GOOD             LADTD
 BX1904  HISTORY     - 1977     GOOD             NGS
 BX1904  HISTORY     - 19950606 GOOD             USPSQD
 BX1904  HISTORY     - 19970816 GOOD             USPSQD
 BX1904  HISTORY     - 20010922 GOOD             USPSQD
 BX1904
 BX1904                          STATION DESCRIPTION
 BX1904
 BX1904'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1904'3.70 MI N FROM NATCHITOCHES.
 BX1904'ABOUT 3.70 MILES ALONG LOUISIANA HIGHWAY 6 FROM THE NATCHITOCHES POST
 BX1904'OFFICE.  1.15 MILES NORTH OF B.M. 35V21.  51 FEET EAST OF CENTER OF
 BX1904'LOUISIANA HIGHWAY 6.  17 FEET EAST NORTHEAST OF A TELEPHONE POLE AND
 BX1904'TELEPHONE PEDESTAL.  42 FEET NORTH OF NORTHWEST CORNER OF NATCHITOCHES
 BX1904'ANIMAL HOSPITAL.  5 FEET SOUTHEAST OF A 12 INCH SWEET GUM TREE. DISK
 BX1904'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A STEEL
 BX1904'WITNESS POST IS SET 1 FOOT WEST OF THE MARK.
 BX1904
 BX1904                          STATION RECOVERY (1977)
 BX1904
 BX1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1904'RECOVERED IN GOOD CONDITION.
 BX1904
 BX1904                          STATION RECOVERY (1995)
 BX1904
 BX1904'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1904'RECOVERED IN GOOD CONDITION.
 BX1904
 BX1904                          STATION RECOVERY (1997)
 BX1904
 BX1904'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1904'RECOVERED IN GOOD CONDITION.
 BX1904
 BX1904                          STATION RECOVERY (2001)
 BX1904
 BX1904'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1905 ***********************************************************************
 BX1905  DESIGNATION -  35 V 23 LADH
 BX1905  PID         -  BX1905
 BX1905  STATE/COUNTY-  LA/NATCHITOCHES
 BX1905  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1905
 BX1905                         *CURRENT SURVEY CONTROL
 BX1905  ___________________________________________________________________
 BX1905* NAD 83(1986)-  31 49 10.     (N)    093 05 01.     (W)     SCALED    
 BX1905* NAVD 88     -        40.92   (+/-2cm)     134.3    (feet)  VERTCON   
 BX1905  ___________________________________________________________________
 BX1905  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1905
 BX1905  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1905
 BX1905.The horizontal coordinates were scaled from a topographic map and have
 BX1905.an estimated accuracy of +/- 6 seconds.
 BX1905
 BX1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1905.The vertical order pertains to the NGVD 29 superseded value.
 BX1905
 BX1905.The geoid height was determined by GEOID03.
 BX1905
 BX1905;                    North         East    Units  Estimated Accuracy
 BX1905;SPC LA N     -   146,440.      944,750.      MT  (+/- 180 meters Scaled)
 BX1905
 BX1905                          SUPERSEDED SURVEY CONTROL
 BX1905
 BX1905  NGVD 29 (??/??/??)   40.965  (m)          134.40   (f) ADJUSTED    2 1
 BX1905
 BX1905.Superseded values are not recommended for survey control.
 BX1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1905.See file dsdata.txt to determine how the superseded data were derived.
 BX1905
 BX1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR920204(NAD 83)
 BX1905_MARKER: DD = SURVEY DISK
 BX1905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1905_SP_SET: BRIDGE
 BX1905_STAMPING: 35V23 1969
 BX1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1905
 BX1905  HISTORY     - Date     Condition        Report By
 BX1905  HISTORY     - 1969     MONUMENTED       LADH
 BX1905  HISTORY     - 1970     GOOD             LADTD
 BX1905  HISTORY     - 19970816 GOOD             USPSQD
 BX1905  HISTORY     - 20010922 GOOD             USPSQD
 BX1905
 BX1905                          STATION DESCRIPTION
 BX1905
 BX1905'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1905'3.35 MI S FROM CLARENCE.
 BX1905'ABOUT 3.35 MILES ALONG LOUISIANA HIGHWAY 6 FROM THE INTERSECTION OF
 BX1905'LOUISIANA HIGHWAY 6 AND UNITED STATES HIGHWAY 71 AT CLARENCE AND IN
 BX1905'THE NORTHEAST FLARE OF THE CONCRETE BRIDGE OVER RED RIVER.  19 FEET
 BX1905'SOUTH SOUTHEAST OF THE CENTER OF LOUISIANA HIGHWAY 6.  3 FEET SOUTH
 BX1905'SOUTHEAST OF THE EAST HANDRAIL ON THE NORTH END OF THE BRIDGE.  1.05
 BX1905'MILES NORTH OF B.M. 35V22.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1905'NORTHEAST OF THE MARK.  SECTION 46, T10N, R7W.
 BX1905
 BX1905                          STATION RECOVERY (1997)
 BX1905
 BX1905'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1905'RECOVERED IN GOOD CONDITION.
 BX1905
 BX1905                          STATION RECOVERY (2001)
 BX1905
 BX1905'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1906 ***********************************************************************
 BX1906  DESIGNATION -  35 V 24 LADH
 BX1906  PID         -  BX1906
 BX1906  STATE/COUNTY-  LA/NATCHITOCHES
 BX1906  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1906
 BX1906                         *CURRENT SURVEY CONTROL
 BX1906  ___________________________________________________________________
 BX1906* NAD 83(1986)-  31 49 30.     (N)    093 04 06.     (W)     SCALED    
 BX1906* NAVD 88     -        37.07   (+/-2cm)     121.6    (feet)  VERTCON   
 BX1906  ___________________________________________________________________
 BX1906  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1906
 BX1906  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1906
 BX1906.The horizontal coordinates were scaled from a topographic map and have
 BX1906.an estimated accuracy of +/- 6 seconds.
 BX1906
 BX1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1906.The vertical order pertains to the NGVD 29 superseded value.
 BX1906
 BX1906.The geoid height was determined by GEOID03.
 BX1906
 BX1906;                    North         East    Units  Estimated Accuracy
 BX1906;SPC LA N     -   147,050.      946,200.      MT  (+/- 180 meters Scaled)
 BX1906
 BX1906                          SUPERSEDED SURVEY CONTROL
 BX1906
 BX1906  NGVD 29 (??/??/??)   37.115  (m)          121.77   (f) ADJUSTED    2 1
 BX1906
 BX1906.Superseded values are not recommended for survey control.
 BX1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1906.See file dsdata.txt to determine how the superseded data were derived.
 BX1906
 BX1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR935210(NAD 83)
 BX1906_MARKER: DD = SURVEY DISK
 BX1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1906_STAMPING: 35V24 1969
 BX1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1906+STABILITY: SURFACE MOTION
 BX1906
 BX1906  HISTORY     - Date     Condition        Report By
 BX1906  HISTORY     - 1969     MONUMENTED       LADH
 BX1906  HISTORY     - 1970     GOOD             LADTD
 BX1906  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 BX1906  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1906
 BX1906                          STATION DESCRIPTION
 BX1906
 BX1906'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1906'2.30 MI S FROM CLARENCE.
 BX1906'ABOUT 2.30 MILES ALONG LOUISIANA HIGHWAY 6 FROM THE INTERSECTION OF
 BX1906'LOUISIANA HIGHWAY 6 AND UNITED STATES HIGHWAY 71 AT CLARENCE.  45 FEET
 BX1906'NORTH OF CENTER OF LOUISIANA HIGHWAY 6.  44 FEET EAST SOUTHEAST OF
 BX1906'SOUTHWEST CORNER OF A WOOD FRAME HOUSE.  9 FEET WEST OF A 42 INCH
 BX1906'SYCAMORE TREE.  1.05 MILES NORTH OF B.M. 35V23.  DISK IN TOP OF A
 BX1906'CONCRETE POST PROJECTING 1/2 INCH ABOVE GROUND.  A STEEL WITNESS POST
 BX1906'IS SET 1 FOOT SOUTH OF THE MARK.  SECTION 49, T10N, R7W.
 BX1906
 BX1906                          STATION RECOVERY (1997)
 BX1906
 BX1906'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1906'MARK NOT FOUND.
 BX1906
 BX1906                          STATION RECOVERY (2001)
 BX1906
 BX1906'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1907 ***********************************************************************
 BX1907  DESIGNATION -  35 V 25 LADH
 BX1907  PID         -  BX1907
 BX1907  STATE/COUNTY-  LA/NATCHITOCHES
 BX1907  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1907
 BX1907                         *CURRENT SURVEY CONTROL
 BX1907  ___________________________________________________________________
 BX1907* NAD 83(1986)-  31 49 23.     (N)    093 02 56.     (W)     SCALED    
 BX1907* NAVD 88     -        33.64   (+/-2cm)     110.4    (feet)  VERTCON   
 BX1907  ___________________________________________________________________
 BX1907  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1907
 BX1907  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1907
 BX1907.The horizontal coordinates were scaled from a topographic map and have
 BX1907.an estimated accuracy of +/- 6 seconds.
 BX1907
 BX1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1907.The vertical order pertains to the NGVD 29 superseded value.
 BX1907
 BX1907.The geoid height was determined by GEOID03.
 BX1907
 BX1907;                    North         East    Units  Estimated Accuracy
 BX1907;SPC LA N     -   146,830.      948,040.      MT  (+/- 180 meters Scaled)
 BX1907
 BX1907                          SUPERSEDED SURVEY CONTROL
 BX1907
 BX1907  NGVD 29 (??/??/??)   33.685  (m)          110.51   (f) ADJUSTED    2 1
 BX1907
 BX1907.Superseded values are not recommended for survey control.
 BX1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1907.See file dsdata.txt to determine how the superseded data were derived.
 BX1907
 BX1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR953208(NAD 83)
 BX1907_MARKER: DD = SURVEY DISK
 BX1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1907_STAMPING: 35V25 1969
 BX1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1907+STABILITY: SURFACE MOTION
 BX1907
 BX1907  HISTORY     - Date     Condition        Report By
 BX1907  HISTORY     - 1969     MONUMENTED       LADH
 BX1907  HISTORY     - 1970     GOOD             LADTD
 BX1907  HISTORY     - 19970816 GOOD             USPSQD
 BX1907  HISTORY     - 20010922 GOOD             USPSQD
 BX1907
 BX1907                          STATION DESCRIPTION
 BX1907
 BX1907'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1907'1.15 MI S FROM CLARENCE.
 BX1907'ABOUT 1.15 MILES ALONG LOUISIANA HIGHWAY 6 SOUTH FROM THE INTERSECTION
 BX1907'OF LOUISIANA HIGHWAY 6 AND UNITED STATES HIGHWAY 71 AT CLARENCE. 1.15
 BX1907'MILES NORTH OF B.M. 35V24.  71 FEET NORTH OF CENTER OF LOUISIANA
 BX1907'HIGHWAY 6.  20 FEET NORTH NORTHEAST OF A POWER POLE.  7 FEET NORTH OF
 BX1907'THE CORNER OF A COMBINATION MESH AND BARBED WIRE FENCE ON THE SECTION
 BX1907'LINE BETWEEN SECTIONS 25 AND 71.  DISK IN TOP OF A CONCRETE POST
 BX1907'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1907'SOUTH OF THE MARK.  SECTION 25 AND 71, T10N, R7W.
 BX1907
 BX1907                          STATION RECOVERY (1997)
 BX1907
 BX1907'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1907'RECOVERED IN GOOD CONDITION.
 BX1907
 BX1907                          STATION RECOVERY (2001)
 BX1907
 BX1907'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1908 ***********************************************************************
 BX1908  DESIGNATION -  35 V 26 LADH
 BX1908  PID         -  BX1908
 BX1908  STATE/COUNTY-  LA/NATCHITOCHES
 BX1908  USGS QUAD   -  PROVENCAL (1992)
 BX1908
 BX1908                         *CURRENT SURVEY CONTROL
 BX1908  ___________________________________________________________________
 BX1908* NAD 83(1986)-  31 42 22.     (N)    093 12 58.     (W)     SCALED    
 BX1908* NAVD 88     -        55.85   (+/-2cm)     183.2    (feet)  VERTCON   
 BX1908  ___________________________________________________________________
 BX1908  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1908
 BX1908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1908
 BX1908.The horizontal coordinates were scaled from a topographic map and have
 BX1908.an estimated accuracy of +/- 6 seconds.
 BX1908
 BX1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1908.The vertical order pertains to the NGVD 29 superseded value.
 BX1908
 BX1908.The geoid height was determined by GEOID03.
 BX1908
 BX1908;                    North         East    Units  Estimated Accuracy
 BX1908;SPC LA N     -   133,950.      932,120.      MT  (+/- 180 meters Scaled)
 BX1908
 BX1908                          SUPERSEDED SURVEY CONTROL
 BX1908
 BX1908  NGVD 29 (??/??/??)   55.900  (m)          183.40   (f) ADJUSTED    2 0
 BX1908
 BX1908.Superseded values are not recommended for survey control.
 BX1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1908.See file dsdata.txt to determine how the superseded data were derived.
 BX1908
 BX1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR795078(NAD 83)
 BX1908_MARKER: DD = SURVEY DISK
 BX1908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1908_SP_SET: CONCRETE BLOCK
 BX1908_STAMPING: 35V26 1970
 BX1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1908
 BX1908  HISTORY     - Date     Condition        Report By
 BX1908  HISTORY     - 1970     MONUMENTED       LADH
 BX1908  HISTORY     - 1971     GOOD             LADTD
 BX1908  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1908  HISTORY     - 20030815 GOOD             INDIV
 BX1908  HISTORY     - 20051009 GOOD             USPSQD
 BX1908
 BX1908                          STATION DESCRIPTION
 BX1908
 BX1908'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1908'0.75 MI S FROM HAGEWOOD.
 BX1908'ABOUT .75 MILES SOUTH ALONG LA HIGHWAY 117 FROM THE INTERSECTION OF
 BX1908'LOUISIANA HIGHWAY 117 AND 6.  115 FEET NORTHEAST OF THE CENTERLINE OF
 BX1908'LOUISIANA HIGHWAY 117.  79 FEET NORTHEAST OF THE CENTER OF A METAL
 BX1908'CATTLE GAP.  40 FEET NORTHWEST OF A GRAVEL DRIVE LEADING EAST.  1 FOOT
 BX1908'SOUTHEAST OF A BARBED WIRE FENCE.  DISK IS SET IN THE TOP OF A 10 INCH
 BX1908'CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BX1908'POST IS SET 1 FOOT SOUTHWEST OF THE MARK.
 BX1908
 BX1908                          STATION RECOVERY (2001)
 BX1908
 BX1908'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1908'MARK NOT FOUND.
 BX1908
 BX1908                          STATION RECOVERY (2003)
 BX1908
 BX1908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CML)
 BX1908'RECOVERED IN GOOD CONDITION.
 BX1908
 BX1908                          STATION RECOVERY (2005)
 BX1908
 BX1908'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1909 ***********************************************************************
 BX1909  DESIGNATION -  35 V 27 LADH
 BX1909  PID         -  BX1909
 BX1909  STATE/COUNTY-  LA/NATCHITOCHES
 BX1909  USGS QUAD   -  PROVENCAL (1992)
 BX1909
 BX1909                         *CURRENT SURVEY CONTROL
 BX1909  ___________________________________________________________________
 BX1909* NAD 83(1986)-  31 41 36.     (N)    093 12 53.     (W)     SCALED    
 BX1909* NAVD 88     -        87.98   (+/-2cm)     288.6    (feet)  VERTCON   
 BX1909  ___________________________________________________________________
 BX1909  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1909
 BX1909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1909
 BX1909.The horizontal coordinates were scaled from a topographic map and have
 BX1909.an estimated accuracy of +/- 6 seconds.
 BX1909
 BX1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1909.The vertical order pertains to the NGVD 29 superseded value.
 BX1909
 BX1909.The geoid height was determined by GEOID03.
 BX1909
 BX1909;                    North         East    Units  Estimated Accuracy
 BX1909;SPC LA N     -   132,530.      932,250.      MT  (+/- 180 meters Scaled)
 BX1909
 BX1909                          SUPERSEDED SURVEY CONTROL
 BX1909
 BX1909  NGVD 29 (??/??/??)   88.028  (m)          288.81   (f) ADJUSTED    2 0
 BX1909
 BX1909.Superseded values are not recommended for survey control.
 BX1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1909.See file dsdata.txt to determine how the superseded data were derived.
 BX1909
 BX1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR796064(NAD 83)
 BX1909_MARKER: DD = SURVEY DISK
 BX1909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1909_SP_SET: CONCRETE BLOCK
 BX1909_STAMPING: 35V27 1970
 BX1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1909
 BX1909  HISTORY     - Date     Condition        Report By
 BX1909  HISTORY     - 1970     MONUMENTED       LADH
 BX1909  HISTORY     - 1971     GOOD             LADTD
 BX1909  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1909
 BX1909                          STATION DESCRIPTION
 BX1909
 BX1909'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1909'1.70 MI S FROM HAGEWOOD.
 BX1909'ABOUT 1.70 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1909'INTERSECTION OF LOUISIANA HIGHWAYS 117 AND 6.  .85 MILES SOUTH OF B.M.
 BX1909'35V26.  89 FEET EAST OF THE CENTER OF LOUISIANA HIGHWAY 117.  38 FEET
 BX1909'NORTHEAST OF THE CENTER OF A METAL CATTLE GAP.  31 FEET NORTH OF THE
 BX1909'CENTER OF A GRAVEL ROAD LEADING EAST.  DISK IS SET IN THE TOP OF A 10
 BX1909'INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL
 BX1909'WITNESS POST IS SET 1 FOOT WEST OF THE MARK.
 BX1909
 BX1909                          STATION RECOVERY (2001)
 BX1909
 BX1909'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1910 ***********************************************************************
 BX1910  DESIGNATION -  35 V 28 LADH
 BX1910  PID         -  BX1910
 BX1910  STATE/COUNTY-  LA/NATCHITOCHES
 BX1910  USGS QUAD   -  PROVENCAL (1992)
 BX1910
 BX1910                         *CURRENT SURVEY CONTROL
 BX1910  ___________________________________________________________________
 BX1910* NAD 83(1986)-  31 40 55.     (N)    093 12 41.     (W)     SCALED    
 BX1910* NAVD 88     -        74.02   (+/-2cm)     242.8    (feet)  VERTCON   
 BX1910  ___________________________________________________________________
 BX1910  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1910
 BX1910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1910
 BX1910.The horizontal coordinates were scaled from a topographic map and have
 BX1910.an estimated accuracy of +/- 6 seconds.
 BX1910
 BX1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1910.The vertical order pertains to the NGVD 29 superseded value.
 BX1910
 BX1910.The geoid height was determined by GEOID03.
 BX1910
 BX1910;                    North         East    Units  Estimated Accuracy
 BX1910;SPC LA N     -   131,270.      932,550.      MT  (+/- 180 meters Scaled)
 BX1910
 BX1910                          SUPERSEDED SURVEY CONTROL
 BX1910
 BX1910  NGVD 29 (??/??/??)   74.067  (m)          243.00   (f) ADJUSTED    2 0
 BX1910
 BX1910.Superseded values are not recommended for survey control.
 BX1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1910.See file dsdata.txt to determine how the superseded data were derived.
 BX1910
 BX1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR799052(NAD 83)
 BX1910_MARKER: DD = SURVEY DISK
 BX1910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1910_SP_SET: CONCRETE BLOCK
 BX1910_STAMPING: 35V28 1970
 BX1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1910
 BX1910  HISTORY     - Date     Condition        Report By
 BX1910  HISTORY     - 1970     MONUMENTED       LADH
 BX1910  HISTORY     - 1971     GOOD             LADTD
 BX1910  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1910  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1910
 BX1910                          STATION DESCRIPTION
 BX1910
 BX1910'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1910'2.65 MI S FROM HAGEWOOD.
 BX1910'ABOUT 2.65 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1910'INTERSECTION OF LOUISIANA HIGHWAYS 6 AND 117.  .95 MILES SOUTH OF B.M.
 BX1910'35V27.  84 FEET SOUTHWEST OF THE CENTER OF LOUISIANA HIGHWAY 117. 124
 BX1910'FEET SOUTHWEST OF A BARBED WIRE FENCE ACROSS LOUISIANA HIGHWAY 117.
 BX1910'223 FEET NORTHWEST OF THE EAST END OF A 24 INCH CONCRETE CROSS DRAIN
 BX1910'PIPE.  300 FEET NORTHWEST OF MILE POST NO. 39. DISK IS SET IN THE TOP
 BX1910'OF A 10 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND. A
 BX1910'STEEL WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BX1910
 BX1910                          STATION RECOVERY (1995)
 BX1910
 BX1910'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1910'MARK NOT FOUND.
 BX1910
 BX1910                          STATION RECOVERY (2001)
 BX1910
 BX1910'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1911 ***********************************************************************
 BX1911  DESIGNATION -  35 V 29 LADH
 BX1911  PID         -  BX1911
 BX1911  STATE/COUNTY-  LA/NATCHITOCHES
 BX1911  USGS QUAD   -  PROVENCAL (1992)
 BX1911
 BX1911                         *CURRENT SURVEY CONTROL
 BX1911  ___________________________________________________________________
 BX1911* NAD 83(1986)-  31 40 08.     (N)    093 12 18.     (W)     SCALED    
 BX1911* NAVD 88     -        72.18   (+/-2cm)     236.8    (feet)  VERTCON   
 BX1911  ___________________________________________________________________
 BX1911  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX1911
 BX1911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1911
 BX1911.The horizontal coordinates were scaled from a topographic map and have
 BX1911.an estimated accuracy of +/- 6 seconds.
 BX1911
 BX1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1911.The vertical order pertains to the NGVD 29 superseded value.
 BX1911
 BX1911.The geoid height was determined by GEOID03.
 BX1911
 BX1911;                    North         East    Units  Estimated Accuracy
 BX1911;SPC LA N     -   129,820.      933,150.      MT  (+/- 180 meters Scaled)
 BX1911
 BX1911                          SUPERSEDED SURVEY CONTROL
 BX1911
 BX1911  NGVD 29 (??/??/??)   72.232  (m)          236.98   (f) ADJUSTED    2 0
 BX1911
 BX1911.Superseded values are not recommended for survey control.
 BX1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1911.See file dsdata.txt to determine how the superseded data were derived.
 BX1911
 BX1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR805037(NAD 83)
 BX1911_MARKER: DD = SURVEY DISK
 BX1911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1911_SP_SET: CONCRETE BLOCK
 BX1911_STAMPING: 35V29 1970
 BX1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1911
 BX1911  HISTORY     - Date     Condition        Report By
 BX1911  HISTORY     - 1970     MONUMENTED       LADH
 BX1911  HISTORY     - 1971     GOOD             LADTD
 BX1911  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1911  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1911  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1911
 BX1911                          STATION DESCRIPTION
 BX1911
 BX1911'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1911'1.25 MI N FROM PROVENCAL.
 BX1911'ABOUT 3.65 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1911'INTERSECTION OF LOUISIANA HIGHWAY 6 AND 117.  1.25 MILES NORTH OF THE
 BX1911'POST OFFICE IN PROVENCAL.  1.0 MILES SOUTH OF B.M. 35V28.  92 FEET
 BX1911'SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  31 FEET
 BX1911'SOUTHEAST OF CENTER OF A TRACK ROAD LEADING SOUTHWEST.  15 FEET SOUTH
 BX1911'OF A 18 INCH PINE TREE.  DISK SET IN THE TOP OF A 10 INCH CONCRETE
 BX1911'BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BX1911'SET 1 FOOT EAST OF THE MARK.
 BX1911
 BX1911                          STATION RECOVERY (1980)
 BX1911
 BX1911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1911'MARK NOT FOUND.
 BX1911
 BX1911                          STATION RECOVERY (1995)
 BX1911
 BX1911'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1911'MARK NOT FOUND.
 BX1911
 BX1911                          STATION RECOVERY (2001)
 BX1911
 BX1911'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1879 ***********************************************************************
 BX1879  DESIGNATION -  35 V 3 LADH
 BX1879  PID         -  BX1879
 BX1879  STATE/COUNTY-  LA/NATCHITOCHES
 BX1879  USGS QUAD   -  ROBELINE (1988)
 BX1879
 BX1879                         *CURRENT SURVEY CONTROL
 BX1879  ___________________________________________________________________
 BX1879* NAD 83(1986)-  31 41 16.     (N)    093 18 25.     (W)     SCALED    
 BX1879* NAVD 88     -        54.73   (+/-2cm)     179.6    (feet)  VERTCON   
 BX1879  ___________________________________________________________________
 BX1879  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1879
 BX1879  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1879
 BX1879.The horizontal coordinates were scaled from a topographic map and have
 BX1879.an estimated accuracy of +/- 6 seconds.
 BX1879
 BX1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1879.The vertical order pertains to the NGVD 29 superseded value.
 BX1879
 BX1879.The geoid height was determined by GEOID03.
 BX1879
 BX1879;                    North         East    Units  Estimated Accuracy
 BX1879;SPC LA N     -   131,980.      923,500.      MT  (+/- 180 meters Scaled)
 BX1879
 BX1879                          SUPERSEDED SURVEY CONTROL
 BX1879
 BX1879  NGVD 29 (??/??/??)   54.795  (m)          179.77   (f) ADJUSTED    2 1
 BX1879
 BX1879.Superseded values are not recommended for survey control.
 BX1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1879.See file dsdata.txt to determine how the superseded data were derived.
 BX1879
 BX1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR709058(NAD 83)
 BX1879_MARKER: DD = SURVEY DISK
 BX1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1879_STAMPING: 35V3 1969
 BX1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1879+STABILITY: SURFACE MOTION
 BX1879
 BX1879  HISTORY     - Date     Condition        Report By
 BX1879  HISTORY     - 1969     MONUMENTED       LADH
 BX1879  HISTORY     - 1970     GOOD             LADTD
 BX1879  HISTORY     - 19950506 GOOD             USPSQD
 BX1879  HISTORY     - 20010923 GOOD             USPSQD
 BX1879  HISTORY     - 20060611 GOOD             USPSQD
 BX1879
 BX1879                          STATION DESCRIPTION
 BX1879
 BX1879'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1879'0.35 MI SW FROM ROBELINE.
 BX1879'ABOUT 0.35 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 6 FROM THE ROBELINE
 BX1879'POST OFFICE.  1.05 MILES NORTHEAST OF B.M. 35V2.  60 FEET WEST
 BX1879'NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 6.  32 FEET NORTHWEST
 BX1879'OF FORT JESUP - MANY MILAGE SIGN.  13 FEET WEST OF A POWER POLE. 41
 BX1879'FEET SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY.  2 FEET NORTH OF THE
 BX1879'CORNER OF A COMBINATION MESH AND BARBED WIRE FENCE. DISK IN TOP OF A
 BX1879'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 BX1879'IS SET 1 FOOT SOUTHEAST OF THE MARK.
 BX1879
 BX1879                          STATION RECOVERY (1995)
 BX1879
 BX1879'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1879'RECOVERED IN GOOD CONDITION.
 BX1879
 BX1879                          STATION RECOVERY (2001)
 BX1879
 BX1879'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1879'RECOVERED IN GOOD CONDITION.
 BX1879
 BX1879                          STATION RECOVERY (2006)
 BX1879
 BX1879'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BX1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1912 ***********************************************************************
 BX1912  DESIGNATION -  35 V 30 LADH
 BX1912  PID         -  BX1912
 BX1912  STATE/COUNTY-  LA/NATCHITOCHES
 BX1912  USGS QUAD   -  PROVENCAL (1992)
 BX1912
 BX1912                         *CURRENT SURVEY CONTROL
 BX1912  ___________________________________________________________________
 BX1912* NAD 83(1986)-  31 39 13.     (N)    093 12 08.     (W)     SCALED    
 BX1912* NAVD 88     -        51.80   (+/-2cm)     169.9    (feet)  VERTCON   
 BX1912  ___________________________________________________________________
 BX1912  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1912
 BX1912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1912
 BX1912.The horizontal coordinates were scaled from a topographic map and have
 BX1912.an estimated accuracy of +/- 6 seconds.
 BX1912
 BX1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1912.The vertical order pertains to the NGVD 29 superseded value.
 BX1912
 BX1912.The geoid height was determined by GEOID03.
 BX1912
 BX1912;                    North         East    Units  Estimated Accuracy
 BX1912;SPC LA N     -   128,120.      933,400.      MT  (+/- 180 meters Scaled)
 BX1912
 BX1912                          SUPERSEDED SURVEY CONTROL
 BX1912
 BX1912  NGVD 29 (??/??/??)   51.856  (m)          170.13   (f) ADJUSTED    2 0
 BX1912
 BX1912.Superseded values are not recommended for survey control.
 BX1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1912.See file dsdata.txt to determine how the superseded data were derived.
 BX1912
 BX1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR808020(NAD 83)
 BX1912_MARKER: DD = SURVEY DISK
 BX1912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1912_SP_SET: CONCRETE BLOCK
 BX1912_STAMPING: 35V30 1970
 BX1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1912
 BX1912  HISTORY     - Date     Condition        Report By
 BX1912  HISTORY     - 1970     MONUMENTED       LADH
 BX1912  HISTORY     - 1971     GOOD             LADTD
 BX1912  HISTORY     - 19950506 GOOD             USPSQD
 BX1912  HISTORY     - 20010922 GOOD             USPSQD
 BX1912  HISTORY     - 20051009 GOOD             USPSQD
 BX1912
 BX1912                          STATION DESCRIPTION
 BX1912
 BX1912'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1912'IN PROVENCAL.
 BX1912'LOCATED ABOUT 4.85 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1912'INTERSECTION OF LOUISIANA HIGHWAY 117 AND 6.  1.20 MILES SOUTH OF B.M.
 BX1912'35V29.  AT PROVENCAL.  .05 MILE NORTH OF THE POST OFFICE IN PROVENCAL.
 BX1912'200 FEET NORTHWEST OF INTERSECTION OF LOUISIANA HIGHWAYS 117 AND 123.
 BX1912'123 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 117. 28 FEET
 BX1912'NORTHEAST OF CENTERLINE OF NORTH BOULEVARD.  24 FEET SOUTHWEST OF
 BX1912'SOUTHEAST CORNER OF WOOD FRAME HOUSE.  1 FOOT SOUTH OF WELDED WIRE
 BX1912'FENCE.  DISK SET IN TOP OF A 10 INCH CONCRETE BLOCK FLUSH WITH THE
 BX1912'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTHEAST OF THE MARK.
 BX1912
 BX1912                          STATION RECOVERY (1995)
 BX1912
 BX1912'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1912'RECOVERED IN GOOD CONDITION.
 BX1912
 BX1912                          STATION RECOVERY (2001)
 BX1912
 BX1912'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1912'RECOVERED IN GOOD CONDITION.
 BX1912
 BX1912                          STATION RECOVERY (2005)
 BX1912
 BX1912'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1913 ***********************************************************************
 BX1913  DESIGNATION -  35 V 31 LADH
 BX1913  PID         -  BX1913
 BX1913  STATE/COUNTY-  LA/NATCHITOCHES
 BX1913  USGS QUAD   -  PROVENCAL (1992)
 BX1913
 BX1913                         *CURRENT SURVEY CONTROL
 BX1913  ___________________________________________________________________
 BX1913* NAD 83(1986)-  31 38 28.     (N)    093 12 02.     (W)     SCALED    
 BX1913* NAVD 88     -        51.72   (+/-2cm)     169.7    (feet)  VERTCON   
 BX1913  ___________________________________________________________________
 BX1913  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1913
 BX1913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1913
 BX1913.The horizontal coordinates were scaled from a topographic map and have
 BX1913.an estimated accuracy of +/- 6 seconds.
 BX1913
 BX1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1913.The vertical order pertains to the NGVD 29 superseded value.
 BX1913
 BX1913.The geoid height was determined by GEOID03.
 BX1913
 BX1913;                    North         East    Units  Estimated Accuracy
 BX1913;SPC LA N     -   126,740.      933,550.      MT  (+/- 180 meters Scaled)
 BX1913
 BX1913                          SUPERSEDED SURVEY CONTROL
 BX1913
 BX1913  NGVD 29 (??/??/??)   51.771  (m)          169.85   (f) ADJUSTED    2 0
 BX1913
 BX1913.Superseded values are not recommended for survey control.
 BX1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1913.See file dsdata.txt to determine how the superseded data were derived.
 BX1913
 BX1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR809006(NAD 83)
 BX1913_MARKER: DD = SURVEY DISK
 BX1913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1913_SP_SET: CONCRETE BLOCK
 BX1913_STAMPING: 35V31 1970
 BX1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1913
 BX1913  HISTORY     - Date     Condition        Report By
 BX1913  HISTORY     - 1970     MONUMENTED       LADH
 BX1913  HISTORY     - 1971     GOOD             LADTD
 BX1913  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1913  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1913
 BX1913                          STATION DESCRIPTION
 BX1913
 BX1913'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1913'0.85 MI S FROM PROVENCAL.
 BX1913'LOCATED ABOUT .85 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1913'POST OFFICE IN PROVENCAL.  .90 MILES SOUTH OF B.M. 35V30.  72 FEET
 BX1913'SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  110 FEET WEST
 BX1913'OF A DIRT ROAD ACROSS LOUISIANA HIGHWAY 117.  63 FEET NORTHWEST OF A
 BX1913'TELEPHONE PEDESTAL.  1 FOOT EAST OF BARBED WIRE FENCE.  ON TOP OF A
 BX1913'HIGH BACK SLOPE.  DISK SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BX1913'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BX1913'FOOT NORTHEAST OF THE MARK.
 BX1913
 BX1913                          STATION RECOVERY (1995)
 BX1913
 BX1913'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1913'MARK NOT FOUND.
 BX1913
 BX1913                          STATION RECOVERY (2001)
 BX1913
 BX1913'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1914 ***********************************************************************
 BX1914  DESIGNATION -  35 V 32 LADH
 BX1914  PID         -  BX1914
 BX1914  STATE/COUNTY-  LA/NATCHITOCHES
 BX1914  USGS QUAD   -  PROVENCAL (1992)
 BX1914
 BX1914                         *CURRENT SURVEY CONTROL
 BX1914  ___________________________________________________________________
 BX1914* NAD 83(1986)-  31 37 40.     (N)    093 11 42.     (W)     SCALED    
 BX1914* NAVD 88     -        55.00   (+/-2cm)     180.4    (feet)  VERTCON   
 BX1914  ___________________________________________________________________
 BX1914  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BX1914
 BX1914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1914
 BX1914.The horizontal coordinates were scaled from a topographic map and have
 BX1914.an estimated accuracy of +/- 6 seconds.
 BX1914
 BX1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1914.The vertical order pertains to the NGVD 29 superseded value.
 BX1914
 BX1914.The geoid height was determined by GEOID03.
 BX1914
 BX1914;                    North         East    Units  Estimated Accuracy
 BX1914;SPC LA N     -   125,250.      934,070.      MT  (+/- 180 meters Scaled)
 BX1914
 BX1914                          SUPERSEDED SURVEY CONTROL
 BX1914
 BX1914  NGVD 29 (??/??/??)   55.057  (m)          180.63   (f) ADJUSTED    2 0
 BX1914
 BX1914.Superseded values are not recommended for survey control.
 BX1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1914.See file dsdata.txt to determine how the superseded data were derived.
 BX1914
 BX1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ815991(NAD 83)
 BX1914_MARKER: DD = SURVEY DISK
 BX1914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1914_SP_SET: CONCRETE BLOCK
 BX1914_STAMPING: 35V32 1970
 BX1914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1914
 BX1914  HISTORY     - Date     Condition        Report By
 BX1914  HISTORY     - 1970     MONUMENTED       LADH
 BX1914  HISTORY     - 1971     GOOD             LADTD
 BX1914  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1914  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1914
 BX1914                          STATION DESCRIPTION
 BX1914
 BX1914'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1914'1.85 MI S FROM PROVENCAL.
 BX1914'LOCATED ABOUT 1.85 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1914'POST OFFICE IN PROVENCAL.  1.0 MILES SOUTH OF B.M. 35V31.  88 FEET
 BX1914'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  41 FEET SOUTHEAST OF
 BX1914'THE CENTER OF A METAL CATTLE GAP.  29 FEET SOUTH OF THE CENTER OF A
 BX1914'GRAVEL DRIVE LEADING EAST.  100 FEET NORTHWEST OF THE NORTHWEST CORNER
 BX1914'OF A WOOD FRAME HOUSE.  DISK SET IN THE TOP OF A 10 INCH CONCRETE
 BX1914'BLOCK FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT WEST
 BX1914'OF THE MARK.
 BX1914
 BX1914                          STATION RECOVERY (1995)
 BX1914
 BX1914'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1914'MARK NOT FOUND.
 BX1914
 BX1914                          STATION RECOVERY (2001)
 BX1914
 BX1914'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1915 ***********************************************************************
 BX1915  DESIGNATION -  35 V 33 LADH
 BX1915  PID         -  BX1915
 BX1915  STATE/COUNTY-  LA/NATCHITOCHES
 BX1915  USGS QUAD   -  BELLWOOD (1983)
 BX1915
 BX1915                         *CURRENT SURVEY CONTROL
 BX1915  ___________________________________________________________________
 BX1915* NAD 83(1986)-  31 36 52.     (N)    093 11 50.     (W)     SCALED    
 BX1915* NAVD 88     -        62.85   (+/-2cm)     206.2    (feet)  VERTCON   
 BX1915  ___________________________________________________________________
 BX1915  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BX1915
 BX1915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1915
 BX1915.The horizontal coordinates were scaled from a topographic map and have
 BX1915.an estimated accuracy of +/- 6 seconds.
 BX1915
 BX1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1915.The vertical order pertains to the NGVD 29 superseded value.
 BX1915
 BX1915.The geoid height was determined by GEOID03.
 BX1915
 BX1915;                    North         East    Units  Estimated Accuracy
 BX1915;SPC LA N     -   123,780.      933,850.      MT  (+/- 180 meters Scaled)
 BX1915
 BX1915                          SUPERSEDED SURVEY CONTROL
 BX1915
 BX1915  NGVD 29 (??/??/??)   62.908  (m)          206.39   (f) ADJUSTED    2 0
 BX1915
 BX1915.Superseded values are not recommended for survey control.
 BX1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1915.See file dsdata.txt to determine how the superseded data were derived.
 BX1915
 BX1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ812977(NAD 83)
 BX1915_MARKER: DD = SURVEY DISK
 BX1915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1915_SP_SET: CONCRETE BLOCK
 BX1915_STAMPING: 35V33 1970
 BX1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1915
 BX1915  HISTORY     - Date     Condition        Report By
 BX1915  HISTORY     - 1970     MONUMENTED       LADH
 BX1915  HISTORY     - 1971     GOOD             LADTD
 BX1915  HISTORY     - 20051009 MARK NOT FOUND   USPSQD
 BX1915
 BX1915                          STATION DESCRIPTION
 BX1915
 BX1915'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1915'2.85 MI S FROM PROVENCAL.
 BX1915'LOCATED 2.85 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE POST
 BX1915'OFFICE IN PROVENCAL.  1.0 MILES SOUTH OF B.M. 35V32.  69 FEET WEST OF
 BX1915'THE CENTERLINE OF LOUISIANA HIGHWAY 117.  6 FEET WEST OF A BARBED WIRE
 BX1915'FENCE.  10 FEET SOUTHWEST OF L.D.H. RIGH-OF-WAY MARKER.  12 FEET
 BX1915'SOUTHWEST OF A 14 INCH PINE TREE.  DISK SET IN THE TOP OF A 10 INCH
 BX1915'CONCRETE BLOCK PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 BX1915'IS SET 1 FOOT EAST OF THE MARK.
 BX1915
 BX1915                          STATION RECOVERY (2005)
 BX1915
 BX1915'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1915'EXTENSIVE LOGGING IN THIS AREA. MARK PROBABLY DESTROYED.
 BX1915' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1916 ***********************************************************************
 BX1916  DESIGNATION -  35 V 34 LADH
 BX1916  PID         -  BX1916
 BX1916  STATE/COUNTY-  LA/NATCHITOCHES
 BX1916  USGS QUAD   -  BELLWOOD (1983)
 BX1916
 BX1916                         *CURRENT SURVEY CONTROL
 BX1916  ___________________________________________________________________
 BX1916* NAD 83(1986)-  31 36 07.     (N)    093 12 05.     (W)     SCALED    
 BX1916* NAVD 88     -        48.32   (+/-2cm)     158.5    (feet)  VERTCON   
 BX1916  ___________________________________________________________________
 BX1916  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX1916
 BX1916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1916
 BX1916.The horizontal coordinates were scaled from a topographic map and have
 BX1916.an estimated accuracy of +/- 6 seconds.
 BX1916
 BX1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1916.The vertical order pertains to the NGVD 29 superseded value.
 BX1916
 BX1916.The geoid height was determined by GEOID03.
 BX1916
 BX1916;                    North         East    Units  Estimated Accuracy
 BX1916;SPC LA N     -   122,390.      933,440.      MT  (+/- 180 meters Scaled)
 BX1916
 BX1916                          SUPERSEDED SURVEY CONTROL
 BX1916
 BX1916  NGVD 29 (??/??/??)   48.374  (m)          158.71   (f) ADJUSTED    2 0
 BX1916
 BX1916.Superseded values are not recommended for survey control.
 BX1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1916.See file dsdata.txt to determine how the superseded data were derived.
 BX1916
 BX1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ808963(NAD 83)
 BX1916_MARKER: DD = SURVEY DISK
 BX1916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1916_SP_SET: CONCRETE BLOCK
 BX1916_STAMPING: 35V34 1970
 BX1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1916
 BX1916  HISTORY     - Date     Condition        Report By
 BX1916  HISTORY     - 1970     MONUMENTED       LADH
 BX1916  HISTORY     - 1971     GOOD             LADTD
 BX1916  HISTORY     - 20051009 GOOD             USPSQD
 BX1916
 BX1916                          STATION DESCRIPTION
 BX1916
 BX1916'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1916'3.85 MI S FROM PROVENCAL.
 BX1916'LOCATED ABOUT 3.85 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1916'POST OFFICE IN PROVENCAL.  1.0 MILES SOUTH OF B.M. 35V33.  78 FEET
 BX1916'NORTHWEST OF CENTERLINE OF LOUISIANA HIGHWAY 117.  138 FEET SOUTHWEST
 BX1916'OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE OVER HORSEPEN CREEK.
 BX1916'DISK IS SET IN TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES
 BX1916'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTHEAST OF THE
 BX1916'MARK.
 BX1916
 BX1916                          STATION RECOVERY (2005)
 BX1916
 BX1916'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1917 ***********************************************************************
 BX1917  DESIGNATION -  35 V 35 LADH
 BX1917  PID         -  BX1917
 BX1917  STATE/COUNTY-  LA/NATCHITOCHES
 BX1917  USGS QUAD   -  BELLWOOD (1983)
 BX1917
 BX1917                         *CURRENT SURVEY CONTROL
 BX1917  ___________________________________________________________________
 BX1917* NAD 83(1986)-  31 35 21.     (N)    093 12 30.     (W)     SCALED    
 BX1917* NAVD 88     -        68.19   (+/-2cm)     223.7    (feet)  VERTCON   
 BX1917  ___________________________________________________________________
 BX1917  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BX1917
 BX1917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1917
 BX1917.The horizontal coordinates were scaled from a topographic map and have
 BX1917.an estimated accuracy of +/- 6 seconds.
 BX1917
 BX1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1917.The vertical order pertains to the NGVD 29 superseded value.
 BX1917
 BX1917.The geoid height was determined by GEOID03.
 BX1917
 BX1917;                    North         East    Units  Estimated Accuracy
 BX1917;SPC LA N     -   120,980.      932,780.      MT  (+/- 180 meters Scaled)
 BX1917
 BX1917                          SUPERSEDED SURVEY CONTROL
 BX1917
 BX1917  NGVD 29 (??/??/??)   68.248  (m)          223.91   (f) ADJUSTED    2 0
 BX1917
 BX1917.Superseded values are not recommended for survey control.
 BX1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1917.See file dsdata.txt to determine how the superseded data were derived.
 BX1917
 BX1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ802949(NAD 83)
 BX1917_MARKER: DD = SURVEY DISK
 BX1917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1917_SP_SET: CONCRETE BLOCK
 BX1917_STAMPING: 35V35 1970
 BX1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1917
 BX1917  HISTORY     - Date     Condition        Report By
 BX1917  HISTORY     - 1970     MONUMENTED       LADH
 BX1917  HISTORY     - 1971     GOOD             LADTD
 BX1917  HISTORY     - 20051009 MARK NOT FOUND   USPSQD
 BX1917
 BX1917                          STATION DESCRIPTION
 BX1917
 BX1917'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1917'4.85 MI S FROM PROVENCAL.
 BX1917'LOCATED ABOUT 4.85 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1917'POST OFFICE IN PROVENCAL.  1.0 MILES SOUTH OF B.M. 35V34.  82 FEET
 BX1917'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  25 FEET SOUTHEAST OF
 BX1917'A 13 INCH TWIN TOP PINE TREE.  153 FEET SOUTHWEST OF A POWER POLE
 BX1917'ACROSS LOUISIANA HIGHWAY 117.  DISK SET IN THE TOP OF A 10 INCH
 BX1917'CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BX1917'POST IS SET 1 FOOT EAST OF THE MARK.
 BX1917
 BX1917                          STATION RECOVERY (2005)
 BX1917
 BX1917'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1917'EXTENSIVE LOGGING IN THIS AREA. MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1918 ***********************************************************************
 BX1918  DESIGNATION -  35 V 36 LADH
 BX1918  PID         -  BX1918
 BX1918  STATE/COUNTY-  LA/NATCHITOCHES
 BX1918  USGS QUAD   -  BELLWOOD (1983)
 BX1918
 BX1918                         *CURRENT SURVEY CONTROL
 BX1918  ___________________________________________________________________
 BX1918* NAD 83(1986)-  31 34 32.     (N)    093 12 22.     (W)     SCALED    
 BX1918* NAVD 88     -        52.07   (+/-2cm)     170.8    (feet)  VERTCON   
 BX1918  ___________________________________________________________________
 BX1918  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX1918
 BX1918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1918
 BX1918.The horizontal coordinates were scaled from a topographic map and have
 BX1918.an estimated accuracy of +/- 6 seconds.
 BX1918
 BX1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1918.The vertical order pertains to the NGVD 29 superseded value.
 BX1918
 BX1918.The geoid height was determined by GEOID03.
 BX1918
 BX1918;                    North         East    Units  Estimated Accuracy
 BX1918;SPC LA N     -   119,470.      932,980.      MT  (+/- 180 meters Scaled)
 BX1918
 BX1918                          SUPERSEDED SURVEY CONTROL
 BX1918
 BX1918  NGVD 29 (??/??/??)   52.125  (m)          171.01   (f) ADJUSTED    2 0
 BX1918
 BX1918.Superseded values are not recommended for survey control.
 BX1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1918.See file dsdata.txt to determine how the superseded data were derived.
 BX1918
 BX1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ804934(NAD 83)
 BX1918_MARKER: DD = SURVEY DISK
 BX1918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1918_SP_SET: CONCRETE BLOCK
 BX1918_STAMPING: 35V36 1970
 BX1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1918
 BX1918  HISTORY     - Date     Condition        Report By
 BX1918  HISTORY     - 1970     MONUMENTED       LADH
 BX1918  HISTORY     - 1971     GOOD             LADTD
 BX1918  HISTORY     - 20051009 GOOD             USPSQD
 BX1918
 BX1918                          STATION DESCRIPTION
 BX1918
 BX1918'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1918'5.85 MI S FROM PROVENCAL.
 BX1918'LOCATED ABOUT 5.85 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1918'POST OFFICE IN PROVENCAL.  1.0 MILES SOUTH OF B.M. 35V35.  89 FEET
 BX1918'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  54 FEET SOUTHWEST OF
 BX1918'L.D.H. RIGHT-OF-WAY MARKER.  309 FEET NORTH OF A DWELLING HOUSE. DISK
 BX1918'SET IN TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE
 BX1918'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BX1918
 BX1918                          STATION RECOVERY (2005)
 BX1918
 BX1918'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1919 ***********************************************************************
 BX1919  DESIGNATION -  35 V 37 LADH
 BX1919  PID         -  BX1919
 BX1919  STATE/COUNTY-  LA/NATCHITOCHES
 BX1919  USGS QUAD   -  BELLWOOD (1983)
 BX1919
 BX1919                         *CURRENT SURVEY CONTROL
 BX1919  ___________________________________________________________________
 BX1919* NAD 83(1986)-  31 33 43.     (N)    093 12 27.     (W)     SCALED    
 BX1919* NAVD 88     -        66.54   (+/-2cm)     218.3    (feet)  VERTCON   
 BX1919  ___________________________________________________________________
 BX1919  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX1919
 BX1919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1919
 BX1919.The horizontal coordinates were scaled from a topographic map and have
 BX1919.an estimated accuracy of +/- 6 seconds.
 BX1919
 BX1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1919.The vertical order pertains to the NGVD 29 superseded value.
 BX1919
 BX1919.The geoid height was determined by GEOID03.
 BX1919
 BX1919;                    North         East    Units  Estimated Accuracy
 BX1919;SPC LA N     -   117,960.      932,840.      MT  (+/- 180 meters Scaled)
 BX1919
 BX1919                          SUPERSEDED SURVEY CONTROL
 BX1919
 BX1919  NGVD 29 (??/??/??)   66.598  (m)          218.50   (f) ADJUSTED    2 0
 BX1919
 BX1919.Superseded values are not recommended for survey control.
 BX1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1919.See file dsdata.txt to determine how the superseded data were derived.
 BX1919
 BX1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ803919(NAD 83)
 BX1919_MARKER: DD = SURVEY DISK
 BX1919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1919_SP_SET: CONCRETE BLOCK
 BX1919_STAMPING: 35V37 1970
 BX1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1919
 BX1919  HISTORY     - Date     Condition        Report By
 BX1919  HISTORY     - 1970     MONUMENTED       LADH
 BX1919  HISTORY     - 1971     GOOD             LADTD
 BX1919  HISTORY     - 20051009 GOOD             USPSQD
 BX1919
 BX1919                          STATION DESCRIPTION
 BX1919
 BX1919'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1919'6.85 MI S FROM PROVENCAL.
 BX1919'LOCATED ABOUT 6.85 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1919'POST OFFICE IN PROVENCAL.  1.0 MILES SOUTH OF B.M. 35V36.  94 FEET
 BX1919'SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  120 FEET
 BX1919'NORTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY 117 AND LOUISIANA
 BX1919'HIGHWAY 478 WEST.  60 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY
 BX1919'478 WEST.  9 FEET WEST OF A L.D.H. RIGHT-OF-WAY MARKER.  DISK SET IN
 BX1919'TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.
 BX1919'A STEEL WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BX1919
 BX1919                          STATION RECOVERY (2005)
 BX1919
 BX1919'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1920 ***********************************************************************
 BX1920  DESIGNATION -  35 V 38 LADH
 BX1920  PID         -  BX1920
 BX1920  STATE/COUNTY-  LA/NATCHITOCHES
 BX1920  USGS QUAD   -  BELLWOOD (1983)
 BX1920
 BX1920                         *CURRENT SURVEY CONTROL
 BX1920  ___________________________________________________________________
 BX1920* NAD 83(1986)-  31 32 52.     (N)    093 12 40.     (W)     SCALED    
 BX1920* NAVD 88     -        48.56   (+/-2cm)     159.3    (feet)  VERTCON   
 BX1920  ___________________________________________________________________
 BX1920  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX1920
 BX1920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1920
 BX1920.The horizontal coordinates were scaled from a topographic map and have
 BX1920.an estimated accuracy of +/- 6 seconds.
 BX1920
 BX1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1920.The vertical order pertains to the NGVD 29 superseded value.
 BX1920
 BX1920.The geoid height was determined by GEOID03.
 BX1920
 BX1920;                    North         East    Units  Estimated Accuracy
 BX1920;SPC LA N     -   116,390.      932,480.      MT  (+/- 180 meters Scaled)
 BX1920
 BX1920                          SUPERSEDED SURVEY CONTROL
 BX1920
 BX1920  NGVD 29 (??/??/??)   48.624  (m)          159.53   (f) ADJUSTED    2 0
 BX1920
 BX1920.Superseded values are not recommended for survey control.
 BX1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1920.See file dsdata.txt to determine how the superseded data were derived.
 BX1920
 BX1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ799903(NAD 83)
 BX1920_MARKER: DD = SURVEY DISK
 BX1920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1920_SP_SET: CONCRETE BLOCK
 BX1920_STAMPING: 35V38 1970
 BX1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1920
 BX1920  HISTORY     - Date     Condition        Report By
 BX1920  HISTORY     - 1970     MONUMENTED       LADH
 BX1920  HISTORY     - 1971     GOOD             LADTD
 BX1920  HISTORY     - 20051009 GOOD             USPSQD
 BX1920
 BX1920                          STATION DESCRIPTION
 BX1920
 BX1920'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1920'7.95 MI S FROM PROVENCAL.
 BX1920'LOCATED ABOUT 7.95 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1920'POST OFFICE IN PROVENCAL.  1.1 MILES SOUTH OF THE INTERSECTION OF
 BX1920'LOUISIANA HIGHWAY 117 AND 478.  1.1 MILES SOUTH OF B.M. 35V37.  64
 BX1920'FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 117.  34 FEET SOUTH OF A
 BX1920'SIDE ROAD LEADING WEST.  41 FEET SOUTHEAST OF CENTER OF DRIVEWAY
 BX1920'LEADING NORTH TO A DWELLING HOUSE.  89 FEET SOUTHEAST OF L.D.H.
 BX1920'RIGHT-OF-WAY MARKER.  DISK SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BX1920'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BX1920'FOOT EAST OF THE MARK.
 BX1920
 BX1920                          STATION RECOVERY (2005)
 BX1920
 BX1920'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1921 ***********************************************************************
 BX1921  DESIGNATION -  35 V 39 LADH
 BX1921  PID         -  BX1921
 BX1921  STATE/COUNTY-  LA/NATCHITOCHES
 BX1921  USGS QUAD   -  BELLWOOD (1983)
 BX1921
 BX1921                         *CURRENT SURVEY CONTROL
 BX1921  ___________________________________________________________________
 BX1921* NAD 83(1986)-  31 32 04.     (N)    093 12 25.     (W)     SCALED    
 BX1921* NAVD 88     -        41.24   (+/-2cm)     135.3    (feet)  VERTCON   
 BX1921  ___________________________________________________________________
 BX1921  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BX1921
 BX1921  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1921
 BX1921.The horizontal coordinates were scaled from a topographic map and have
 BX1921.an estimated accuracy of +/- 6 seconds.
 BX1921
 BX1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1921.The vertical order pertains to the NGVD 29 superseded value.
 BX1921
 BX1921.The geoid height was determined by GEOID03.
 BX1921
 BX1921;                    North         East    Units  Estimated Accuracy
 BX1921;SPC LA N     -   114,910.      932,870.      MT  (+/- 180 meters Scaled)
 BX1921
 BX1921                          SUPERSEDED SURVEY CONTROL
 BX1921
 BX1921  NGVD 29 (??/??/??)   41.297  (m)          135.49   (f) ADJUSTED    2 0
 BX1921
 BX1921.Superseded values are not recommended for survey control.
 BX1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1921.See file dsdata.txt to determine how the superseded data were derived.
 BX1921
 BX1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ803888(NAD 83)
 BX1921_MARKER: DD = SURVEY DISK
 BX1921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1921_SP_SET: CONCRETE BLOCK
 BX1921_STAMPING: 35V39 1970
 BX1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1921
 BX1921  HISTORY     - Date     Condition        Report By
 BX1921  HISTORY     - 1970     MONUMENTED       LADH
 BX1921  HISTORY     - 1971     GOOD             LADTD
 BX1921  HISTORY     - 20051009 GOOD             USPSQD
 BX1921
 BX1921                          STATION DESCRIPTION
 BX1921
 BX1921'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1921'9.05 MI S FROM PROVENCAL.
 BX1921'LOCATED ABOUT 9.05 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1921'POST OFFICE IN PROVENCAL.  2.2 MILES SOUTH OF THE INTERSECTION OF
 BX1921'LOUISIANA HIGHWAYS 117 AND 478.  1.1 MILES SOUTH OF B.M. 35V38.  60
 BX1921'FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  87 FEET
 BX1921'SOUTHEAST OF L.D.H. RIGHT-OF-WAY MARKER.  149 FEET SOUTH OF THE
 BX1921'SOUTHWEST CORNER OF SANTA BARB BRIDGE.  1 FOOT NORTHEAST OF
 BX1921'COMBINATION MESH AND BARB WIRE FENCE.  .5 MILES NORTH OF INTERSECTION
 BX1921'OF ROAD LEADING TO BELLWOOD BAPTIST CHURCH IN THE COMMUNITY OF
 BX1921'BELLWOOD.  DISK SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING
 BX1921'4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1921'NORTHEAST OF THE MARK.
 BX1921
 BX1921                          STATION RECOVERY (2005)
 BX1921
 BX1921'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1882 ***********************************************************************
 BX1882  DESIGNATION -  35 V 4 LADH
 BX1882  PID         -  BX1882
 BX1882  STATE/COUNTY-  LA/NATCHITOCHES
 BX1882  USGS QUAD   -  ROBELINE (1988)
 BX1882
 BX1882                         *CURRENT SURVEY CONTROL
 BX1882  ___________________________________________________________________
 BX1882* NAD 83(1986)-  31 41 51.     (N)    093 17 50.     (W)     SCALED    
 BX1882* NAVD 88     -        46.52   (+/-2cm)     152.6    (feet)  VERTCON   
 BX1882  ___________________________________________________________________
 BX1882  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1882
 BX1882  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1882
 BX1882.The horizontal coordinates were scaled from a topographic map and have
 BX1882.an estimated accuracy of +/- 6 seconds.
 BX1882
 BX1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1882.The vertical order pertains to the NGVD 29 superseded value.
 BX1882
 BX1882.The geoid height was determined by GEOID03.
 BX1882
 BX1882;                    North         East    Units  Estimated Accuracy
 BX1882;SPC LA N     -   133,050.      924,430.      MT  (+/- 180 meters Scaled)
 BX1882
 BX1882                          SUPERSEDED SURVEY CONTROL
 BX1882
 BX1882  NGVD 29 (??/??/??)   46.578  (m)          152.81   (f) ADJUSTED    2 1
 BX1882
 BX1882.Superseded values are not recommended for survey control.
 BX1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1882.See file dsdata.txt to determine how the superseded data were derived.
 BX1882
 BX1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR718069(NAD 83)
 BX1882_MARKER: DD = SURVEY DISK
 BX1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1882_STAMPING: 35V4 1969
 BX1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1882+STABILITY: SURFACE MOTION
 BX1882
 BX1882  HISTORY     - Date     Condition        Report By
 BX1882  HISTORY     - 1969     MONUMENTED       LADH
 BX1882  HISTORY     - 1970     GOOD             LADTD
 BX1882  HISTORY     - 1977     GOOD             LADTD
 BX1882  HISTORY     - 1983     GOOD             LADTD
 BX1882  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1882  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1882
 BX1882                          STATION DESCRIPTION
 BX1882
 BX1882'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1882'0.70 MI NE FROM ROBELINE.
 BX1882'LOCATED ABOUT 0.70 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1882'ROBELINE POST OFFICE.  1.05 MILES NORTHEAST OF B.M. 35V3.  0.55 MILES
 BX1882'NORTHEAST OF B.M. 3309.  15 FEET SOUTHEAST OF THE CENTERLINE OF
 BX1882'LOUISIANA HIGHWAY 6 ON SIDE WALK OF BRIDGE ACROSS STOKER BRANCH.  6
 BX1882'FEET SOUTHWEST OF THE END OF BRIDGE ON NORTHEAST END EAST SIDE.  A
 BX1882'STEEL WITNESS POST IS SET 4 FEET EAST OF THE MARK.  SECTION 9, T 8N, R
 BX1882'9W.
 BX1882
 BX1882                          STATION RECOVERY (1977)
 BX1882
 BX1882'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BX1882'LOCATED ABOUT .7 MI NORTHEAST ALONG STATE HIGHWAY 6 FROM THE ROBELINE
 BX1882'POST OFFICE, 15 FT SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 6, ON
 BX1882'THE SIDE WALK OF BRIDGE ACROSS STOKER BRANCH, 6 FT SOUTHWEST OF THE
 BX1882'END OF BRIDGE ON NORTHEAST END AND EAST SIDE.
 BX1882
 BX1882                          STATION RECOVERY (1983)
 BX1882
 BX1882'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BX1882'DUE TO CONSTRUCTION WORK ON THE BRIDGE THE MADE WAS RESET. A LEVEL
 BX1882'TIE WAS MADE AND THIS MARK WAS DESTROYED AND THE DISK RECLAIMED.
 BX1882
 BX1882                          STATION RECOVERY (1995)
 BX1882
 BX1882'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1882'MARK NOT FOUND.
 BX1882
 BX1882                          STATION RECOVERY (2001)
 BX1882
 BX1882'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2441 ***********************************************************************
 BX2441  DESIGNATION -  35 V 4 LADH RESET 1983
 BX2441  PID         -  BX2441
 BX2441  STATE/COUNTY-  LA/NATCHITOCHES
 BX2441  USGS QUAD   -  ROBELINE (1988)
 BX2441
 BX2441                         *CURRENT SURVEY CONTROL
 BX2441  ___________________________________________________________________
 BX2441* NAD 83(1986)-  31 41 51.     (N)    093 17 50.     (W)     SCALED    
 BX2441* NAVD 88     -        46.26   (+/-2cm)     151.8    (feet)  VERTCON   
 BX2441  ___________________________________________________________________
 BX2441  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2441
 BX2441  VERT ORDER  -  THIRD (See Below)
 BX2441
 BX2441.The horizontal coordinates were scaled from a topographic map and have
 BX2441.an estimated accuracy of +/- 6 seconds.
 BX2441
 BX2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2441.The vertical order pertains to the NGVD 29 superseded value.
 BX2441
 BX2441.The geoid height was determined by GEOID03.
 BX2441
 BX2441;                    North         East    Units  Estimated Accuracy
 BX2441;SPC LA N     -   133,050.      924,430.      MT  (+/- 180 meters Scaled)
 BX2441
 BX2441                          SUPERSEDED SURVEY CONTROL
 BX2441
 BX2441  NGVD 29 (??/??/??)   46.32   (m)          152.0    (f) RESET       3  
 BX2441
 BX2441.Superseded values are not recommended for survey control.
 BX2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2441.See file dsdata.txt to determine how the superseded data were derived.
 BX2441
 BX2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR718069(NAD 83)
 BX2441_MARKER: DD = SURVEY DISK
 BX2441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX2441_SP_SET: ABUTMENT
 BX2441_STAMPING: 35 V 4 RESET 1983
 BX2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2441+STABILITY: SURFACE MOTION
 BX2441
 BX2441  HISTORY     - Date     Condition        Report By
 BX2441  HISTORY     - 1983     MONUMENTED       LADTD
 BX2441  HISTORY     - 19950506 GOOD             USPSQD
 BX2441  HISTORY     - 20010923 GOOD             USPSQD
 BX2441  HISTORY     - 20060611 MARK NOT FOUND   USPSQD
 BX2441
 BX2441                          STATION DESCRIPTION
 BX2441
 BX2441'DESCRIBED BY LA TRANSP AND DEV 1983
 BX2441'1.13 KM (0.7 MI) NE FROM ROBELINE.
 BX2441'1.13 KM (0.7 MI) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE ROBELINE
 BX2441'POST OFFICE, 5.79 METERS (19.0 FT) SOUTH OF THE CENTER OF STATE
 BX2441'HIGHWAY 6, 1.4 METERS (4.6 FT) SOUTH OF CURB ON THE SOUTHEAST CORNER
 BX2441'OF THE BRIDGE, AND 0.3 METER (1.0 FT) WEST OF THE WINGWALL OF BRIDGE.
 BX2441'THE MARK IS 0.8 FT BELOW ROAD.
 BX2441
 BX2441                          STATION RECOVERY (1995)
 BX2441
 BX2441'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2441'RECOVERED IN GOOD CONDITION.
 BX2441
 BX2441                          STATION RECOVERY (2001)
 BX2441
 BX2441'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX2441'RECOVERED IN GOOD CONDITION.
 BX2441
 BX2441                          STATION RECOVERY (2006)
 BX2441
 BX2441'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BX2441'NEW STEEL GUARD RAILS ADDED TO OLD BRIDGE.  ASHPALT ADDED ABOUT 7 FEET
 BX2441'PAST THE POST SUPPORTING THE NEW RAILS.  MARK SHOULD BE UNDER THE
 BX2441'ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1922 ***********************************************************************
 BX1922  DESIGNATION -  35 V 40 LADH
 BX1922  PID         -  BX1922
 BX1922  STATE/COUNTY-  LA/NATCHITOCHES
 BX1922  USGS QUAD   -  BELLWOOD (1983)
 BX1922
 BX1922                         *CURRENT SURVEY CONTROL
 BX1922  ___________________________________________________________________
 BX1922* NAD 83(1986)-  31 31 14.     (N)    093 12 17.     (W)     SCALED    
 BX1922* NAVD 88     -        43.30   (+/-2cm)     142.1    (feet)  VERTCON   
 BX1922  ___________________________________________________________________
 BX1922  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX1922
 BX1922  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1922
 BX1922.The horizontal coordinates were scaled from a topographic map and have
 BX1922.an estimated accuracy of +/- 6 seconds.
 BX1922
 BX1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1922.The vertical order pertains to the NGVD 29 superseded value.
 BX1922
 BX1922.The geoid height was determined by GEOID03.
 BX1922
 BX1922;                    North         East    Units  Estimated Accuracy
 BX1922;SPC LA N     -   113,370.      933,070.      MT  (+/- 180 meters Scaled)
 BX1922
 BX1922                          SUPERSEDED SURVEY CONTROL
 BX1922
 BX1922  NGVD 29 (??/??/??)   43.363  (m)          142.27   (f) ADJUSTED    2 0
 BX1922
 BX1922.Superseded values are not recommended for survey control.
 BX1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1922.See file dsdata.txt to determine how the superseded data were derived.
 BX1922
 BX1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ805873(NAD 83)
 BX1922_MARKER: DD = SURVEY DISK
 BX1922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1922_SP_SET: CONCRETE BLOCK
 BX1922_STAMPING: 35V40 1970
 BX1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1922
 BX1922  HISTORY     - Date     Condition        Report By
 BX1922  HISTORY     - 1970     MONUMENTED       LADH
 BX1922  HISTORY     - 1971     GOOD             LADTD
 BX1922  HISTORY     - 20051009 GOOD             USPSQD
 BX1922
 BX1922                          STATION DESCRIPTION
 BX1922
 BX1922'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1922'8.3 MI N FROM KISATCHIE.
 BX1922'LOCATED ABOUT 8.3 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1922'POST OFFICE IN KISATCHIE.  .5 MILES SOUTH OF THE INTERSECTION OF
 BX1922'LOUISIANA HIGHWAY 117 AND THE BELLWOOD BAPTIST CHURCH ROAD.  62 FEET
 BX1922'NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  100 FEET
 BX1922'SOUTHEAST OF CENTER OF A DOUBLE BARREL 6 X 8 FOOT CONCRETE BOX
 BX1922'CULVERT.  25 FEET NORTH OF L.D.H. RIGHT-OF-WAY MARKER.  DISK SET IN
 BX1922'THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE
 BX1922'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTHWEST OF THE MARK.
 BX1922
 BX1922                          STATION RECOVERY (2005)
 BX1922
 BX1922'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1923 ***********************************************************************
 BX1923  DESIGNATION -  35 V 41 LADH
 BX1923  PID         -  BX1923
 BX1923  STATE/COUNTY-  LA/NATCHITOCHES
 BX1923  USGS QUAD   -  BELLWOOD (1983)
 BX1923
 BX1923                         *CURRENT SURVEY CONTROL
 BX1923  ___________________________________________________________________
 BX1923* NAD 83(1986)-  31 30 22.     (N)    093 11 53.     (W)     SCALED    
 BX1923* NAVD 88     -        43.10   (+/-2cm)     141.4    (feet)  VERTCON   
 BX1923  ___________________________________________________________________
 BX1923  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX1923
 BX1923  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1923
 BX1923.The horizontal coordinates were scaled from a topographic map and have
 BX1923.an estimated accuracy of +/- 6 seconds.
 BX1923
 BX1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1923.The vertical order pertains to the NGVD 29 superseded value.
 BX1923
 BX1923.The geoid height was determined by GEOID03.
 BX1923
 BX1923;                    North         East    Units  Estimated Accuracy
 BX1923;SPC LA N     -   111,770.      933,690.      MT  (+/- 180 meters Scaled)
 BX1923
 BX1923                          SUPERSEDED SURVEY CONTROL
 BX1923
 BX1923  NGVD 29 (??/??/??)   43.160  (m)          141.60   (f) ADJUSTED    2 0
 BX1923
 BX1923.Superseded values are not recommended for survey control.
 BX1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1923.See file dsdata.txt to determine how the superseded data were derived.
 BX1923
 BX1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ811857(NAD 83)
 BX1923_MARKER: DD = SURVEY DISK
 BX1923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1923_SP_SET: CONCRETE BLOCK
 BX1923_STAMPING: 35V41 1970
 BX1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1923
 BX1923  HISTORY     - Date     Condition        Report By
 BX1923  HISTORY     - 1970     MONUMENTED       LADH
 BX1923  HISTORY     - 1971     GOOD             LADTD
 BX1923  HISTORY     - 20051009 GOOD             USPSQD
 BX1923
 BX1923                          STATION DESCRIPTION
 BX1923
 BX1923'DESCRIBED BY LA TRANSP AND DEV 1971
 BX1923'7.25 MI N FROM KISATCHIE.
 BX1923'LOCATED ABOUT 7.25 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX1923'POST OFFICE IN KISATCHIE.  1.55 MILES SOUTH OF THE INTERSECTION OF
 BX1923'LOUISIANA HIGHWAY 117 AND THE BELLWOOD BAPTIST CHURCH ROAD.  1.05
 BX1923'MILES SOUTH OF B.M. 35V40.  70 FEET SOUTHWEST OF THE CENTERLINE OF
 BX1923'LOUISIANA HIGHWAY 117.  121 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BX1923'THE MIDDLE CREEK BRIDGE.  18 FEET NORTH OF A 36 INCH SWEET GUM TREE.
 BX1923'DISK SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES
 BX1923'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTHEAST OF THE
 BX1923'MARK.
 BX1923
 BX1923                          STATION RECOVERY (2005)
 BX1923
 BX1923'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2023 ***********************************************************************
 BX2023  DESIGNATION -  35 V 42 LADH
 BX2023  PID         -  BX2023
 BX2023  STATE/COUNTY-  LA/NATCHITOCHES
 BX2023  USGS QUAD   -  KISATCHIE (1972)
 BX2023
 BX2023                         *CURRENT SURVEY CONTROL
 BX2023  ___________________________________________________________________
 BX2023* NAD 83(1986)-  31 29 39.     (N)    093 11 36.     (W)     SCALED    
 BX2023* NAVD 88     -        49.97   (+/-2cm)     163.9    (feet)  VERTCON   
 BX2023  ___________________________________________________________________
 BX2023  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2023
 BX2023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2023
 BX2023.The horizontal coordinates were scaled from a topographic map and have
 BX2023.an estimated accuracy of +/- 6 seconds.
 BX2023
 BX2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2023.The vertical order pertains to the NGVD 29 superseded value.
 BX2023
 BX2023.The geoid height was determined by GEOID03.
 BX2023
 BX2023;                    North         East    Units  Estimated Accuracy
 BX2023;SPC LA N     -   110,440.      934,130.      MT  (+/- 180 meters Scaled)
 BX2023
 BX2023                          SUPERSEDED SURVEY CONTROL
 BX2023
 BX2023  NGVD 29 (??/??/??)   50.026  (m)          164.13   (f) ADJUSTED    2 0
 BX2023
 BX2023.Superseded values are not recommended for survey control.
 BX2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2023.See file dsdata.txt to determine how the superseded data were derived.
 BX2023
 BX2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ816843(NAD 83)
 BX2023_MARKER: DD = SURVEY DISK
 BX2023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2023_SP_SET: CONCRETE BLOCK
 BX2023_STAMPING: 35V42 1970
 BX2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2023
 BX2023  HISTORY     - Date     Condition        Report By
 BX2023  HISTORY     - 1970     MONUMENTED       LADH
 BX2023  HISTORY     - 1971     GOOD             LADTD
 BX2023  HISTORY     - 20051016 GOOD             USPSQD
 BX2023
 BX2023                          STATION DESCRIPTION
 BX2023
 BX2023'DESCRIBED BY LA TRANSP AND DEV 1971
 BX2023'6.25 MI N FROM KISATCHIE.
 BX2023'LOCATED ABOUT 6.25 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2023'POST OFFICE IN KISATCHIE.  2.55 MILES SOUTH ALONG LOUISIANA HIGHWAY
 BX2023'117 FROM THE INTERSECTION OF LOUISIANA HIGHWAY 117 AND BELLWOOD
 BX2023'BAPTIST CHURCH ROAD.  1.0 MILES SOUTH OF B.M. 35V41.  52 FEET
 BX2023'NORTHEAST OF CENTERLINE OF LOUISIANA HIGHWAY 117.  3 FEET SOUTHWEST OF
 BX2023'COMBINATION MESH AND BARB WIRE FENCE.  .1 MILE NORTH OF KISATCHIE
 BX2023'NATIONAL FOREST DOGWOOD PARK ENTRANCE.  DISK SET IN TOP OF A 10 INCH
 BX2023'CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BX2023'POST IS SET 1 FOOT SOUTHWEST OF THE MARK.
 BX2023
 BX2023                          STATION RECOVERY (2005)
 BX2023
 BX2023'RECOVERY NOTE BY US POWER SQUADRON 2005
 BX2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2024 ***********************************************************************
 BX2024  DESIGNATION -  35 V 43 LADH
 BX2024  PID         -  BX2024
 BX2024  STATE/COUNTY-  LA/NATCHITOCHES
 BX2024  USGS QUAD   -  KISATCHIE (1972)
 BX2024
 BX2024                         *CURRENT SURVEY CONTROL
 BX2024  ___________________________________________________________________
 BX2024* NAD 83(1986)-  31 28 46.     (N)    093 11 31.     (W)     SCALED    
 BX2024* NAVD 88     -        80.83   (+/-2cm)     265.2    (feet)  VERTCON   
 BX2024  ___________________________________________________________________
 BX2024  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX2024
 BX2024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2024
 BX2024.The horizontal coordinates were scaled from a topographic map and have
 BX2024.an estimated accuracy of +/- 6 seconds.
 BX2024
 BX2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2024.The vertical order pertains to the NGVD 29 superseded value.
 BX2024
 BX2024.The geoid height was determined by GEOID03.
 BX2024
 BX2024;                    North         East    Units  Estimated Accuracy
 BX2024;SPC LA N     -   108,810.      934,250.      MT  (+/- 180 meters Scaled)
 BX2024
 BX2024                          SUPERSEDED SURVEY CONTROL
 BX2024
 BX2024  NGVD 29 (??/??/??)   80.889  (m)          265.38   (f) ADJUSTED    2 0
 BX2024
 BX2024.Superseded values are not recommended for survey control.
 BX2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2024.See file dsdata.txt to determine how the superseded data were derived.
 BX2024
 BX2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ817827(NAD 83)
 BX2024_MARKER: DD = SURVEY DISK
 BX2024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2024_SP_SET: CONCRETE BLOCK
 BX2024_STAMPING: 35V43 1970
 BX2024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2024
 BX2024  HISTORY     - Date     Condition        Report By
 BX2024  HISTORY     - 1970     MONUMENTED       LADH
 BX2024  HISTORY     - 1971     GOOD             LADTD
 BX2024  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 BX2024
 BX2024                          STATION DESCRIPTION
 BX2024
 BX2024'DESCRIBED BY LA TRANSP AND DEV 1971
 BX2024'5.20 MI N FROM KISATCHIE.
 BX2024'LOCATED ABOUT 5.20 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2024'POST OFFICE IN KISATCHIE.  .95 MILES SOUTH OF THE ENTRANCE TO THE
 BX2024'KISATCHIE NATIONAL FOREST DOGWOOD PARK.  61 FEET EAST OF THE
 BX2024'CENTERLINE OF LOUISIANA HIGHWAY 117.  21 FEET SOUTH OF L.D.H.
 BX2024'RIGHT-OF-WAY MARKER.  2 FEET WEST OF COMBINATION MESH AND BARB WIRE
 BX2024'FENCE.  DISK IS SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING
 BX2024'3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT WEST OF
 BX2024'THE MARK.
 BX2024
 BX2024                          STATION RECOVERY (2005)
 BX2024
 BX2024'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2024'ALL REFERENCE DATA IS DESTROYED. EXTENSIVE SEARCH FAILED TO FIND MARK.
 BX2024' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2025 ***********************************************************************
 BX2025  DESIGNATION -  35 V 44 LADH
 BX2025  PID         -  BX2025
 BX2025  STATE/COUNTY-  LA/NATCHITOCHES
 BX2025  USGS QUAD   -  KISATCHIE (1972)
 BX2025
 BX2025                         *CURRENT SURVEY CONTROL
 BX2025  ___________________________________________________________________
 BX2025* NAD 83(1986)-  31 28 05.     (N)    093 11 10.     (W)     SCALED    
 BX2025* NAVD 88     -        79.30   (+/-2cm)     260.2    (feet)  VERTCON   
 BX2025  ___________________________________________________________________
 BX2025  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2025
 BX2025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2025
 BX2025.The horizontal coordinates were scaled from a topographic map and have
 BX2025.an estimated accuracy of +/- 6 seconds.
 BX2025
 BX2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2025.The vertical order pertains to the NGVD 29 superseded value.
 BX2025
 BX2025.The geoid height was determined by GEOID03.
 BX2025
 BX2025;                    North         East    Units  Estimated Accuracy
 BX2025;SPC LA N     -   107,540.      934,800.      MT  (+/- 180 meters Scaled)
 BX2025
 BX2025                          SUPERSEDED SURVEY CONTROL
 BX2025
 BX2025  NGVD 29 (??/??/??)   79.354  (m)          260.35   (f) ADJUSTED    2 0
 BX2025
 BX2025.Superseded values are not recommended for survey control.
 BX2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2025.See file dsdata.txt to determine how the superseded data were derived.
 BX2025
 BX2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ823814(NAD 83)
 BX2025_MARKER: DD = SURVEY DISK
 BX2025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2025_SP_SET: CONCRETE BLOCK
 BX2025_STAMPING: 35V44 1970
 BX2025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2025
 BX2025  HISTORY     - Date     Condition        Report By
 BX2025  HISTORY     - 1970     MONUMENTED       LADH
 BX2025  HISTORY     - 1971     GOOD             LADTD
 BX2025  HISTORY     - 20051016 GOOD             USPSQD
 BX2025
 BX2025                          STATION DESCRIPTION
 BX2025
 BX2025'DESCRIBED BY LA TRANSP AND DEV 1971
 BX2025'4.25 MI N FROM KISATCHIE.
 BX2025'LOCATED ABOUT 4.25 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2025'POST OFFICE IN KISATCHIE.  1.90 MILES SOUTH OF THE ENTRANCE TO
 BX2025'KISATCHIE NATIONAL FOREST DOGWOOD PARK.  .95 MILE SOUTH OF B.M. 35V43.
 BX2025'91 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117. 92 FEET
 BX2025'NORTHEAST OF THE WEST END OF A CONCRETE PAVED DITCH.  .1 MILE
 BX2025'NORTHWEST OF A CONCRETE BRIDGE OVER SHEARD BRANCH.  DISK IS SET IN THE
 BX2025'TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.
 BX2025'A STEEL WITNESS POST IS SET 1 FOOT SOUTHWEST OF THE MARK.
 BX2025
 BX2025                          STATION RECOVERY (2005)
 BX2025
 BX2025'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2026 ***********************************************************************
 BX2026  DESIGNATION -  35 V 45 LADH
 BX2026  PID         -  BX2026
 BX2026  STATE/COUNTY-  LA/NATCHITOCHES
 BX2026  USGS QUAD   -  KISATCHIE (1972)
 BX2026
 BX2026                         *CURRENT SURVEY CONTROL
 BX2026  ___________________________________________________________________
 BX2026* NAD 83(1986)-  31 27 22.     (N)    093 10 55.     (W)     SCALED    
 BX2026* NAVD 88     -       109.85   (+/-2cm)     360.4    (feet)  VERTCON   
 BX2026  ___________________________________________________________________
 BX2026  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2026
 BX2026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2026
 BX2026.The horizontal coordinates were scaled from a topographic map and have
 BX2026.an estimated accuracy of +/- 6 seconds.
 BX2026
 BX2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2026.The vertical order pertains to the NGVD 29 superseded value.
 BX2026
 BX2026.The geoid height was determined by GEOID03.
 BX2026
 BX2026;                    North         East    Units  Estimated Accuracy
 BX2026;SPC LA N     -   106,210.      935,190.      MT  (+/- 180 meters Scaled)
 BX2026
 BX2026                          SUPERSEDED SURVEY CONTROL
 BX2026
 BX2026  NGVD 29 (??/??/??)  109.903  (m)          360.57   (f) ADJUSTED    2 0
 BX2026
 BX2026.Superseded values are not recommended for survey control.
 BX2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2026.See file dsdata.txt to determine how the superseded data were derived.
 BX2026
 BX2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ827801(NAD 83)
 BX2026_MARKER: DD = SURVEY DISK
 BX2026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2026_SP_SET: CONCRETE BLOCK
 BX2026_STAMPING: 35V45 1970
 BX2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2026
 BX2026  HISTORY     - Date     Condition        Report By
 BX2026  HISTORY     - 1970     MONUMENTED       LADH
 BX2026  HISTORY     - 1971     GOOD             LADTD
 BX2026  HISTORY     - 20051016 GOOD             USPSQD
 BX2026
 BX2026                          STATION DESCRIPTION
 BX2026
 BX2026'DESCRIBED BY LA TRANSP AND DEV 1971
 BX2026'3.20 MI N FROM KISATCHIE.
 BX2026'LOCATED ABOUT 3.20 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2026'POST OFFICE IN KISATCHIE.  1.05 MILES SOUTH OF B.M. 35V44.  95 FEET
 BX2026'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  300 FEET NORTHWEST
 BX2026'OF KISATCHIE FIRE TOWER.  60 FEET EAST OF THE SOUTH END OF A CONCRETE
 BX2026'PAVED DITCH.  6 FEET SOUTHEAST OF A POWER POLE.  7 FEET NORTH OF
 BX2026'L.D.H. RIGHT-OF-WAY MARKER.  DISK SET IN THE TOP OF A 10 INCH CONCRETE
 BX2026'BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BX2026'SET 1 FOOT WEST OF THE MARK.
 BX2026
 BX2026                          STATION RECOVERY (2005)
 BX2026
 BX2026'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2027 ***********************************************************************
 BX2027  DESIGNATION -  35 V 46 LADH
 BX2027  PID         -  BX2027
 BX2027  STATE/COUNTY-  LA/NATCHITOCHES
 BX2027  USGS QUAD   -  KISATCHIE (1972)
 BX2027
 BX2027                         *CURRENT SURVEY CONTROL
 BX2027  ___________________________________________________________________
 BX2027* NAD 83(1986)-  31 26 28.     (N)    093 10 44.     (W)     SCALED    
 BX2027* NAVD 88     -        83.66   (+/-2cm)     274.5    (feet)  VERTCON   
 BX2027  ___________________________________________________________________
 BX2027  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX2027
 BX2027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2027
 BX2027.The horizontal coordinates were scaled from a topographic map and have
 BX2027.an estimated accuracy of +/- 6 seconds.
 BX2027
 BX2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2027.The vertical order pertains to the NGVD 29 superseded value.
 BX2027
 BX2027.The geoid height was determined by GEOID03.
 BX2027
 BX2027;                    North         East    Units  Estimated Accuracy
 BX2027;SPC LA N     -   104,550.      935,470.      MT  (+/- 180 meters Scaled)
 BX2027
 BX2027                          SUPERSEDED SURVEY CONTROL
 BX2027
 BX2027  NGVD 29 (??/??/??)   83.716  (m)          274.66   (f) ADJUSTED    2 0
 BX2027
 BX2027.Superseded values are not recommended for survey control.
 BX2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2027.See file dsdata.txt to determine how the superseded data were derived.
 BX2027
 BX2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ830785(NAD 83)
 BX2027_MARKER: DD = SURVEY DISK
 BX2027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2027_SP_SET: CONCRETE BLOCK
 BX2027_STAMPING: 35V46 1970
 BX2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2027
 BX2027  HISTORY     - Date     Condition        Report By
 BX2027  HISTORY     - 1970     MONUMENTED       LADH
 BX2027  HISTORY     - 1971     GOOD             LADTD
 BX2027
 BX2027                          STATION DESCRIPTION
 BX2027
 BX2027'DESCRIBED BY LA TRANSP AND DEV 1971
 BX2027'2.15 MI N FROM KISATCHIE.
 BX2027'LOCATED ABOUT 2.15 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2027'POST OFFICE IN KISATCHIE.  1.00 MILES SOUTH OF THE KISATCHIE FIRE
 BX2027'TOWER.  1.05 MILES SOUTH OF B.M. 35V45.  65 FEET NORTHEAST OF THE
 BX2027'CENTERLINE OF LOUISIANA HIGHWAY 117.  15 FEET NORTHWEST OF A L.D.H.
 BX2027'RIGHT-OF-WAY MARKER.  6 FEET SOUTHWEST OF COMBINATION MESH AND BARBED
 BX2027'WIRE FENCE.  9 FEET SOUTH OF CORNER POST OF FENCE.  DISK SET IN THE
 BX2027'TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.
 BX2027'A STEEL WITNESS POST IS SET 1 FOOT SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2028 ***********************************************************************
 BX2028  DESIGNATION -  35 V 47 LADH
 BX2028  PID         -  BX2028
 BX2028  STATE/COUNTY-  LA/NATCHITOCHES
 BX2028  USGS QUAD   -  KISATCHIE (1972)
 BX2028
 BX2028                         *CURRENT SURVEY CONTROL
 BX2028  ___________________________________________________________________
 BX2028* NAD 83(1986)-  31 25 50.     (N)    093 10 22.     (W)     SCALED    
 BX2028* NAVD 88     -        76.83   (+/-2cm)     252.1    (feet)  VERTCON   
 BX2028  ___________________________________________________________________
 BX2028  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX2028
 BX2028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2028
 BX2028.The horizontal coordinates were scaled from a topographic map and have
 BX2028.an estimated accuracy of +/- 6 seconds.
 BX2028
 BX2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2028.The vertical order pertains to the NGVD 29 superseded value.
 BX2028
 BX2028.The geoid height was determined by GEOID03.
 BX2028
 BX2028;                    North         East    Units  Estimated Accuracy
 BX2028;SPC LA N     -   103,380.      936,040.      MT  (+/- 180 meters Scaled)
 BX2028
 BX2028                          SUPERSEDED SURVEY CONTROL
 BX2028
 BX2028  NGVD 29 (??/??/??)   76.881  (m)          252.23   (f) ADJUSTED    2 0
 BX2028
 BX2028.Superseded values are not recommended for survey control.
 BX2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2028.See file dsdata.txt to determine how the superseded data were derived.
 BX2028
 BX2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ835773(NAD 83)
 BX2028_MARKER: DD = SURVEY DISK
 BX2028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2028_SP_SET: CONCRETE BLOCK
 BX2028_STAMPING: 35V47 1970
 BX2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2028
 BX2028  HISTORY     - Date     Condition        Report By
 BX2028  HISTORY     - 1970     MONUMENTED       LADH
 BX2028  HISTORY     - 1974     GOOD             LADTD
 BX2028  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 BX2028
 BX2028                          STATION DESCRIPTION
 BX2028
 BX2028'DESCRIBED BY LA TRANSP AND DEV 1974
 BX2028'1.35 MI N FROM KISATCHIE.
 BX2028'LOCATED ABOUT 1.35 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2028'POST OFFICE IN KISATCHIE.  1.80 MILES SOUTH OF THE KISATCHIE FIRE
 BX2028'TOWER.  74 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.
 BX2028'.80 MILES SOUTH OF B.M. 35V46.  66 FEET SOUTHEAST OF THE CENTER OF A
 BX2028'18 INCH CONCRETE SIDE DRAIN PIPE.  7 FEET SOUTH OF A 18 INCH PINE
 BX2028'TREE.  DISK IS SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4
 BX2028'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTHWEST
 BX2028'OF THE MARK.
 BX2028
 BX2028                          STATION RECOVERY (2005)
 BX2028
 BX2028'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2028'EXTENSIVE LOGGING IN THIS AREA. MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2029 ***********************************************************************
 BX2029  DESIGNATION -  35 V 48 LADH
 BX2029  PID         -  BX2029
 BX2029  STATE/COUNTY-  LA/NATCHITOCHES
 BX2029  USGS QUAD   -  KISATCHIE (1972)
 BX2029
 BX2029                         *CURRENT SURVEY CONTROL
 BX2029  ___________________________________________________________________
 BX2029* NAD 83(1986)-  31 25 03.     (N)    093 10 27.     (W)     SCALED    
 BX2029* NAVD 88     -        81.54   (+/-2cm)     267.5    (feet)  VERTCON   
 BX2029  ___________________________________________________________________
 BX2029  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX2029
 BX2029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2029
 BX2029.The horizontal coordinates were scaled from a topographic map and have
 BX2029.an estimated accuracy of +/- 6 seconds.
 BX2029
 BX2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2029.The vertical order pertains to the NGVD 29 superseded value.
 BX2029
 BX2029.The geoid height was determined by GEOID03.
 BX2029
 BX2029;                    North         East    Units  Estimated Accuracy
 BX2029;SPC LA N     -   101,930.      935,900.      MT  (+/- 180 meters Scaled)
 BX2029
 BX2029                          SUPERSEDED SURVEY CONTROL
 BX2029
 BX2029  NGVD 29 (??/??/??)   81.600  (m)          267.72   (f) ADJUSTED    2 0
 BX2029
 BX2029.Superseded values are not recommended for survey control.
 BX2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2029.See file dsdata.txt to determine how the superseded data were derived.
 BX2029
 BX2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ834758(NAD 83)
 BX2029_MARKER: DD = SURVEY DISK
 BX2029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2029_SP_SET: CONCRETE BLOCK
 BX2029_STAMPING: 35V48 1970
 BX2029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2029
 BX2029  HISTORY     - Date     Condition        Report By
 BX2029  HISTORY     - 1970     MONUMENTED       LADH
 BX2029  HISTORY     - 1974     GOOD             LADTD
 BX2029  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 BX2029
 BX2029                          STATION DESCRIPTION
 BX2029
 BX2029'DESCRIBED BY LA TRANSP AND DEV 1974
 BX2029'0.35 MI N FROM KISATCHIE.
 BX2029'LOCATED ABOUT .35 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2029'POST OFFICE IN KISATCHIE.  2.80 MILES SOUTH OF THE KISATCHIE FIRE
 BX2029'TOWER.  1.0 MILES SOUTH OF B.M. 35V47.  78 FEET NORTHWEST OF THE
 BX2029'CENTERLINE OF LOUISIANA HIGHWAY 117.  49 FEET NORTHEAST OF A L.D.H.
 BX2029'RIGHT-OF-WAY MARKER.  186 FEET NORTH OF THE WEST END OF A 30 INCH
 BX2029'CONCRETE CROSS DRAIN PIPE.  3 FEET SOUTHEAST OF A BARBED WIRE FENCE.
 BX2029'DISK IS SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES
 BX2029'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTHEAST OF THE
 BX2029'MARK.
 BX2029
 BX2029                          STATION RECOVERY (2005)
 BX2029
 BX2029'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2029'EXTENSIVE LOGGING IN THIS AREA. MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2030 ***********************************************************************
 BX2030  DESIGNATION -  35 V 49 LADH
 BX2030  PID         -  BX2030
 BX2030  STATE/COUNTY-  LA/NATCHITOCHES
 BX2030  USGS QUAD   -  KISATCHIE (1972)
 BX2030
 BX2030                         *CURRENT SURVEY CONTROL
 BX2030  ___________________________________________________________________
 BX2030* NAD 83(1986)-  31 24 59.     (N)    093 10 55.     (W)     SCALED    
 BX2030* NAVD 88     -        94.10   (+/-2cm)     308.7    (feet)  VERTCON   
 BX2030  ___________________________________________________________________
 BX2030  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2030
 BX2030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2030
 BX2030.The horizontal coordinates were scaled from a topographic map and have
 BX2030.an estimated accuracy of +/- 6 seconds.
 BX2030
 BX2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2030.The vertical order pertains to the NGVD 29 superseded value.
 BX2030
 BX2030.The geoid height was determined by GEOID03.
 BX2030
 BX2030;                    North         East    Units  Estimated Accuracy
 BX2030;SPC LA N     -   101,810.      935,160.      MT  (+/- 180 meters Scaled)
 BX2030
 BX2030                          SUPERSEDED SURVEY CONTROL
 BX2030
 BX2030  NGVD 29 (??/??/??)   94.161  (m)          308.93   (f) ADJUSTED    2 0
 BX2030
 BX2030.Superseded values are not recommended for survey control.
 BX2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2030.See file dsdata.txt to determine how the superseded data were derived.
 BX2030
 BX2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ827757(NAD 83)
 BX2030_MARKER: DD = SURVEY DISK
 BX2030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2030_SP_SET: CONCRETE BLOCK
 BX2030_STAMPING: 35V49 1970
 BX2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2030
 BX2030  HISTORY     - Date     Condition        Report By
 BX2030  HISTORY     - 1970     MONUMENTED       LADH
 BX2030  HISTORY     - 1971     GOOD             LADTD
 BX2030  HISTORY     - 19950506 GOOD             USPSQD
 BX2030  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 BX2030
 BX2030                          STATION DESCRIPTION
 BX2030
 BX2030'DESCRIBED BY LA TRANSP AND DEV 1971
 BX2030'0.60 MI W FROM KISATCHIE.
 BX2030'LOCATED ABOUT .60 MILES WEST ALONG LOUISIANA HIGHWAY 118 FROM THE POST
 BX2030'OFFICE IN KISATCHIE.  1.0 MILES SOUTHWEST OF B.M. 35V48.  67 FEET
 BX2030'NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 118.  7 FEET SOUTHEAST OF
 BX2030'A 10 INCH TWIN RED OAK TREE.  .05 MILES EAST OF A GRAVEL ROAD LEADING
 BX2030'NORTH.  DISK IS SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING
 BX2030'4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH
 BX2030'OF THE MARK.
 BX2030
 BX2030                          STATION RECOVERY (1995)
 BX2030
 BX2030'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2030'RECOVERED IN GOOD CONDITION.
 BX2030
 BX2030                          STATION RECOVERY (2005)
 BX2030
 BX2030'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2030'EXTENSIVE LOGGING IN THIS AREA. MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1883 ***********************************************************************
 BX1883  CBN         -  This is a Cooperative Base Network Control Station.
 BX1883  DESIGNATION -  35 V 5
 BX1883  PID         -  BX1883
 BX1883  STATE/COUNTY-  LA/NATCHITOCHES
 BX1883  USGS QUAD   -  ROBELINE (1988)
 BX1883
 BX1883                         *CURRENT SURVEY CONTROL
 BX1883  ___________________________________________________________________
 BX1883* NAD 83(1992)-  31 42 18.81956(N)    093 17 05.23905(W)     ADJUSTED  
 BX1883* NAVD 88     -        63.5    (meters)     208.     (feet)  GPS OBS   
 BX1883  ___________________________________________________________________
 BX1883  X           -    -311,210.195 (meters)                     COMP
 BX1883  Y           -  -5,422,416.159 (meters)                     COMP
 BX1883  Z           -   3,332,687.759 (meters)                     COMP
 BX1883  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BX1883  ELLIP HEIGHT-          37.53  (meters)          (02/12/02) GPS OBS
 BX1883  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1883
 BX1883  HORZ ORDER  -  B
 BX1883  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1883  ELLP ORDER  -  FOURTH    CLASS II
 BX1883
 BX1883.The horizontal coordinates were established by GPS observations
 BX1883.and adjusted by the National Geodetic Survey in September 1992..
 BX1883
 BX1883.The orthometric height was determined by GPS observations and a
 BX1883.high-resolution geoid model.
 BX1883.The vertical order pertains to the NGVD 29 superseded value.
 BX1883
 BX1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX1883
 BX1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1883
 BX1883.The ellipsoidal height was determined by GPS observations
 BX1883.and is referenced to NAD 83.
 BX1883
 BX1883.The geoid height was determined by GEOID03.
 BX1883
 BX1883;                    North         East     Units Scale Factor Converg.
 BX1883;SPC LA N     -   133,898.894   925,613.075   MT  0.99992158   -0 24 53.7
 BX1883;SPC LA N     -   439,299.95  3,036,782.23   sFT  0.99992158   -0 24 53.7
 BX1883;UTM  15      - 3,507,798.408   473,014.439   MT  0.99960898   -0 08 58.8
 BX1883
 BX1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1883!SPC LA N     -   0.99999411  x   0.99992158  =   0.99991569
 BX1883!UTM  15      -   0.99999411  x   0.99960898  =   0.99960309
 BX1883
 BX1883                          SUPERSEDED SURVEY CONTROL
 BX1883
 BX1883  ELLIP H (05/09/94)   37.62   (m)                       GP(       ) 4 2
 BX1883  ELLIP H (09/10/92)   37.62   (m)                       GP(       ) 4 1
 BX1883  NAD 83(1986)-  31 42 18.83713(N)    093 17 05.23018(W) AD(       ) 3
 BX1883  NAD 27      -  31 42 18.22846(N)    093 17 04.62215(W) AD(       ) 3
 BX1883  NGVD 29 (??/??/??)   63.736  (m)          209.11   (f) ADJUSTED    2 1
 BX1883
 BX1883.Superseded values are not recommended for survey control.
 BX1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1883.See file dsdata.txt to determine how the superseded data were derived.
 BX1883
 BX1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7301407798(NAD 83)
 BX1883_MARKER: DS = TRIANGULATION STATION DISK
 BX1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1883_SP_SET: SQUARE CONCRETE MONUMENT
 BX1883_STAMPING: 35V5 1969
 BX1883_MARK LOGO: LADH  
 BX1883_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1883+STABILITY: SURFACE MOTION
 BX1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1883+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 BX1883
 BX1883  HISTORY     - Date     Condition        Report By
 BX1883  HISTORY     - 1987     MONUMENTED       LADH
 BX1883  HISTORY     - 1970     GOOD             LADTD
 BX1883  HISTORY     - 1977     GOOD             LADTD
 BX1883  HISTORY     - 1983     GOOD             LADTD
 BX1883  HISTORY     - 19910923 GOOD             LADTD
 BX1883  HISTORY     - 19920304 GOOD
 BX1883  HISTORY     - 19930418 GOOD             LADTD
 BX1883  HISTORY     - 19950506 GOOD             USPSQD
 BX1883  HISTORY     - 20010923 GOOD             USPSQD
 BX1883  HISTORY     - 20040802 GOOD             LADTD
 BX1883  HISTORY     - 20051009 GOOD             USPSQD
 BX1883
 BX1883                          STATION DESCRIPTION
 BX1883
 BX1883'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (EDW)
 BX1883'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BX1883'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BX1883'OBSERVATIONS.
 BX1883'
 BX1883'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI)
 BX1883'SOUTHWEST OF HAGEWOODAND 2.6 KM (1.65 MI) NORTHEAST OF ROBELINE.
 BX1883'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX1883'
 BX1883'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 485
 BX1883'WHICH IS NORTHEAST ROBELINE, GO NORTHEAST ON HIGHWAY 6 FOR 0.9 KM
 BX1883'(0.55 MI) TO THE STATION ON THE RIGHT.
 BX1883'
 BX1883'THE STATION IS A STANDARD LADH DISK
 BX1883'STAMPED---35 V5 1969---,
 BX1883'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BX1883'30 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 BX1883'28.0 METERS (92 FT) SOUTHEAST FROM THE CENTER LINE OF HIGHWAY 6,
 BX1883'27.1 METERS (89 FT) EAST-NORTHEAST FROM A STATE HIGHWAY
 BX1883'RIGHT-OF-WAY MARKER,
 BX1883'24.7 METERS (81 FT) WEST-SOUTHWEST FROM A POWER POLE WITH A
 BX1883'TRANSFORMER AND THREE GUY WIRES,
 BX1883'0.30 METER (1 FT) NORTHWEST FROM A MESH AND BARBED WIRE FENCE AND
 BX1883'0.30 METER (1 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BX1883'
 BX1883'DESCRIBED BY R.D. BALL.
 BX1883
 BX1883                          STATION RECOVERY (1970)
 BX1883
 BX1883'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BX1883'1.65 MI NE FROM ROBELINE.
 BX1883'LOCATED ABOUT 1.65 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1883'ROBELINE POST OFFICE.  0.95 MILES NORTHEAST OF B.M. 35V4.  0.55 MILES
 BX1883'NORTHEAST OF THE INTERSECTION OF LOUISIANA HIGHWAY 485 AND LOUISIANA
 BX1883'HIGHWAY 6.  92 FEET SOUTHEAST OF CENTERLINE OF LOUISIANA HIGHWAY 6. 89
 BX1883'FEET EAST NORTHEAST OF A LOUISIANA HIGHWAY RIGHT OF WAY MARKER. 111
 BX1883'FEET EAST OF MILE POST NUMBER 34 ON LOUISIANA HIGHWAY 6.  81 FEET WEST
 BX1883'SOUTHWEST OF A POWER POLE WITH ONE TRANSFORMER WITH THREE GUY WIRES. 1
 BX1883'FOOT NORTHWEST OF A COMBINATION MESH AND BARBED WIRE FENCE. DISK IN
 BX1883'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  A STEEL
 BX1883'WITNESS POST IS SET 1 FOOT NORTHWEST OF THE MARK.  SECTION 3, T 8N, R
 BX1883'9W.
 BX1883
 BX1883                          STATION RECOVERY (1977)
 BX1883
 BX1883'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BX1883'LOCATED ABOUT 1.65 MI NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST
 BX1883'OFFICE AT ROBELINE, .55 MI NORTHEAST OF THE INTERSECTION OF STATE
 BX1883'HIGHWAY 485 AND 6, 92 FT SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 6,
 BX1883'89 FT EAST NORTHEAST OF A STATE HIGHWAY RIGHT-OF-WAY MARKER, 200 FT.
 BX1883'EAST OF MILE POST NUMBER 34 ON STATE HIGHWAY 6, 81 FT WEST SOUTHWEST
 BX1883'OF A POWER POLE WITH ONE TRANSFORMER WITH THREE GUY WIRES, 1 FT.
 BX1883'NORTHWEST OF A COMBINATION MESH AND BARBED WIRE FENCE.
 BX1883
 BX1883                          STATION RECOVERY (1983)
 BX1883
 BX1883'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BX1883'RECOVERED IN GOOD CONDITION.
 BX1883
 BX1883                          STATION RECOVERY (1991)
 BX1883
 BX1883'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BX1883'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST-SOUTHWEST OF
 BX1883'NATCHITOCHES, 5.5 MI (8.9 KM) WEST OF HAGEWOOD AND 1.7 MI (2.7 KM)
 BX1883'EAST-NORTHEAST OF ROBELINE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX1883'TRANSPORTATION AND DEVELOPMENT.
 BX1883'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 49 AND
 BX1883'STATE HIGHWAY 6, WEST OF NATCHITOCHES, GO WEST FOR 8.0 MI (12.9 KM)
 BX1883'ON HIGHWAY 6 TO THE STATION SET ON THE LEFT, OR TO REACH THE STATION
 BX1883'FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 485, NORTHEAST OF ROBELINE,
 BX1883'GO EAST FOR 0.55 MI (0.89 KM) ON HIGHWAY 6 TO THE STATION.
 BX1883'THE STATION IS 92.0 FT (28.0 M) SOUTHEAST FROM THE CENTER OF THE
 BX1883'HIGHWAY, 89.0 FT (27.1 M) EAST-NORTHEAST FROM A RIGHT-OF-WAY MARKER,
 BX1883'81.0 FT (24.7 M) WEST-SOUTHWEST FROM A TRANSFORMER AND THREE GUY
 BX1883'WIRES ATTACHED, 1.0 FT (0.3 M) NORTHWEST FROM A MESH AND BARBED WIRE
 BX1883'FENCE, 1.0 FT (0.3 M) SOUTHEAST FROM A METAL WITNESS POST WITH SIGN
 BX1883'ATTACHED, 1.0 FT (0.3 M) NORTHWEST FROM A FIBERGLASS WITNESS POST,
 BX1883'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 BX1883'HIGHWAY.
 BX1883
 BX1883                          STATION RECOVERY (1992)
 BX1883
 BX1883'RECOVERED 1992
 BX1883'RECOVERED IN GOOD CONDITION.
 BX1883
 BX1883                          STATION RECOVERY (1993)
 BX1883
 BX1883'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 BX1883'RECOVERED IN GOOD CONDITION.
 BX1883
 BX1883                          STATION RECOVERY (1995)
 BX1883
 BX1883'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1883'RECOVERED IN GOOD CONDITION.
 BX1883
 BX1883                          STATION RECOVERY (2001)
 BX1883
 BX1883'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1883'RECOVERED IN GOOD CONDITION.
 BX1883
 BX1883                          STATION RECOVERY (2004)
 BX1883
 BX1883'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BX1883'RECOVERED IN GOOD CONDITION.
 BX1883
 BX1883                          STATION RECOVERY (2005)
 BX1883
 BX1883'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2031 ***********************************************************************
 BX2031  DESIGNATION -  35 V 50 LADH
 BX2031  PID         -  BX2031
 BX2031  STATE/COUNTY-  LA/NATCHITOCHES
 BX2031  USGS QUAD   -  KISATCHIE (1972)
 BX2031
 BX2031                         *CURRENT SURVEY CONTROL
 BX2031  ___________________________________________________________________
 BX2031* NAD 83(1986)-  31 24 38.     (N)    093 11 51.     (W)     SCALED    
 BX2031* NAVD 88     -        94.78   (+/-2cm)     311.0    (feet)  VERTCON   
 BX2031  ___________________________________________________________________
 BX2031  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX2031
 BX2031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2031
 BX2031.The horizontal coordinates were scaled from a topographic map and have
 BX2031.an estimated accuracy of +/- 6 seconds.
 BX2031
 BX2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2031.The vertical order pertains to the NGVD 29 superseded value.
 BX2031
 BX2031.The geoid height was determined by GEOID03.
 BX2031
 BX2031;                    North         East    Units  Estimated Accuracy
 BX2031;SPC LA N     -   101,170.      933,680.      MT  (+/- 180 meters Scaled)
 BX2031
 BX2031                          SUPERSEDED SURVEY CONTROL
 BX2031
 BX2031  NGVD 29 (??/??/??)   94.838  (m)          311.15   (f) ADJUSTED    2 0
 BX2031
 BX2031.Superseded values are not recommended for survey control.
 BX2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2031.See file dsdata.txt to determine how the superseded data were derived.
 BX2031
 BX2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ812751(NAD 83)
 BX2031_MARKER: DD = SURVEY DISK
 BX2031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2031_SP_SET: CONCRETE BLOCK
 BX2031_STAMPING: 35V50 1970
 BX2031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2031
 BX2031  HISTORY     - Date     Condition        Report By
 BX2031  HISTORY     - 1970     MONUMENTED       LADH
 BX2031  HISTORY     - 1971     GOOD             LADTD
 BX2031
 BX2031                          STATION DESCRIPTION
 BX2031
 BX2031'DESCRIBED BY LA TRANSP AND DEV 1971
 BX2031'1.65 MI W FROM KISATCHIE.
 BX2031'LOCATED ABOUT 1.65 MILES WEST ALONG LOUISIANA HIGHWAY 118 FROM THE
 BX2031'POST OFFICE IN KISATCHIE.  1.05 WEST OF B.M. 35V49.  93 FEET SOUTHEAST
 BX2031'OF THE CENTERLINE OF LOUISIANA HIGHWAY 118.  72 FEET SOUTHEAST OF A
 BX2031'POWER POLE.  10 FEET NORTH OF A TRACK ROAD LEADING SOUTHEAST. .1 MILE
 BX2031'NORTHEAST OF A GRAVEL ROAD LEADING SOUTHEAST. DISK SET IN THE TOP OF A
 BX2031'10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND. A STEEL
 BX2031'WITNESS POST IS SET 1 FOOT NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2032 ***********************************************************************
 BX2032  DESIGNATION -  35 V 51 LADH
 BX2032  PID         -  BX2032
 BX2032  STATE/COUNTY-  LA/NATCHITOCHES
 BX2032  USGS QUAD   -  KISATCHIE (1972)
 BX2032
 BX2032                         *CURRENT SURVEY CONTROL
 BX2032  ___________________________________________________________________
 BX2032* NAD 83(1986)-  31 24 12.     (N)    093 12 38.     (W)     SCALED    
 BX2032* NAVD 88     -        94.99   (+/-2cm)     311.6    (feet)  VERTCON   
 BX2032  ___________________________________________________________________
 BX2032  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX2032
 BX2032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2032
 BX2032.The horizontal coordinates were scaled from a topographic map and have
 BX2032.an estimated accuracy of +/- 6 seconds.
 BX2032
 BX2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2032.The vertical order pertains to the NGVD 29 superseded value.
 BX2032
 BX2032.The geoid height was determined by GEOID03.
 BX2032
 BX2032;                    North         East    Units  Estimated Accuracy
 BX2032;SPC LA N     -   100,380.      932,430.      MT  (+/- 180 meters Scaled)
 BX2032
 BX2032                          SUPERSEDED SURVEY CONTROL
 BX2032
 BX2032  NGVD 29 (??/??/??)   95.049  (m)          311.84   (f) ADJUSTED    2 0
 BX2032
 BX2032.Superseded values are not recommended for survey control.
 BX2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2032.See file dsdata.txt to determine how the superseded data were derived.
 BX2032
 BX2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ799743(NAD 83)
 BX2032_MARKER: DD = SURVEY DISK
 BX2032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2032_SP_SET: CONCRETE BLOCK
 BX2032_STAMPING: 35V51 1970
 BX2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2032
 BX2032  HISTORY     - Date     Condition        Report By
 BX2032  HISTORY     - 1970     MONUMENTED       LADH
 BX2032  HISTORY     - 1971     GOOD             LADTD
 BX2032
 BX2032                          STATION DESCRIPTION
 BX2032
 BX2032'DESCRIBED BY LA TRANSP AND DEV 1971
 BX2032'2.60 MI W FROM KISATCHIE.
 BX2032'LOCATED ABOUT 2.60 MILES ALONG LOUISIANA HIGHWAY 118 FROM THE POST
 BX2032'OFFICE IN KISATCHIE.  .95 FEET WEST OF B.M. 35V50.  80 FEET SOUTHEAST
 BX2032'OF THE CENTERLINE OF LOUISIANA HIGHWAY 118.  40 FEET NORTHEAST OF A
 BX2032'GRAVEL ROAD LEADING SOUTHEAST.  70 FEET EAST OF THE CORNER POST OF A
 BX2032'COMBINATION MESH AND BARBED WIRE FENCE.  14 FEET NORTHWEST OF A 24
 BX2032'INCH RED OAK TREE.  28 FEET SOUTHEAST OF A 30 INCH RED OAK TREE. DISK
 BX2032'IS SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 3 INCHES
 BX2032'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTHWEST OF THE
 BX2032'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2034 ***********************************************************************
 BX2034  DESIGNATION -  35 V 53 LADH
 BX2034  PID         -  BX2034
 BX2034  STATE/COUNTY-  LA/NATCHITOCHES
 BX2034  USGS QUAD   -  KISATCHIE (1972)
 BX2034
 BX2034                         *CURRENT SURVEY CONTROL
 BX2034  ___________________________________________________________________
 BX2034* NAD 83(1986)-  31 23 29.     (N)    093 14 20.     (W)     SCALED    
 BX2034* NAVD 88     -       107.55   (+/-2cm)     352.9    (feet)  VERTCON   
 BX2034  ___________________________________________________________________
 BX2034  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX2034
 BX2034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2034
 BX2034.The horizontal coordinates were scaled from a topographic map and have
 BX2034.an estimated accuracy of +/- 6 seconds.
 BX2034
 BX2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2034.The vertical order pertains to the NGVD 29 superseded value.
 BX2034
 BX2034.The geoid height was determined by GEOID03.
 BX2034
 BX2034;                    North         East    Units  Estimated Accuracy
 BX2034;SPC LA N     -    99,070.      929,730.      MT  (+/- 180 meters Scaled)
 BX2034
 BX2034                          SUPERSEDED SURVEY CONTROL
 BX2034
 BX2034  NGVD 29 (??/??/??)  107.616  (m)          353.07   (f) ADJUSTED    2 0
 BX2034
 BX2034.Superseded values are not recommended for survey control.
 BX2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2034.See file dsdata.txt to determine how the superseded data were derived.
 BX2034
 BX2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ772730(NAD 83)
 BX2034_MARKER: DD = SURVEY DISK
 BX2034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2034_SP_SET: CONCRETE BLOCK
 BX2034_STAMPING: 35V53 1970
 BX2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2034
 BX2034  HISTORY     - Date     Condition        Report By
 BX2034  HISTORY     - 1970     MONUMENTED       LADH
 BX2034  HISTORY     - 1971     GOOD             LADTD
 BX2034  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 BX2034
 BX2034                          STATION DESCRIPTION
 BX2034
 BX2034'DESCRIBED BY LA TRANSP AND DEV 1971
 BX2034'4.70 MI W FROM KISATCHIE.
 BX2034'LOCATED ABOUT 4.70 MILES WEST ALONG LOUISIANA HIGHWAY 118 FROM THE
 BX2034'POST OFFICE IN KISATCHIE.  1.1 MILES WEST OF B.M. 35V52.  86 FEET
 BX2034'SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 118.  18 FEET WEST OF A
 BX2034'15 INCH PINE TREE.  130 FEET WEST OF MILE POST NO. 17.  .15 MILES
 BX2034'SOUTHEAST OF THE SABINE AND NATCHITOCHES PARISH LINE.  DISK SET IN THE
 BX2034'TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.
 BX2034'A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BX2034
 BX2034                          STATION RECOVERY (2005)
 BX2034
 BX2034'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2034'EXTENSIVE LOGGING IN THIS AREA. MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2054 ***********************************************************************
 BX2054  DESIGNATION -  35 V 54 LADH
 BX2054  PID         -  BX2054
 BX2054  STATE/COUNTY-  LA/NATCHITOCHES
 BX2054  USGS QUAD   -  KISATCHIE (1972)
 BX2054
 BX2054                         *CURRENT SURVEY CONTROL
 BX2054  ___________________________________________________________________
 BX2054* NAD 83(1986)-  31 24 27.     (N)    093 10 14.     (W)     SCALED    
 BX2054* NAVD 88     -        72.21   (+/-2cm)     236.9    (feet)  VERTCON   
 BX2054  ___________________________________________________________________
 BX2054  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BX2054
 BX2054  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2054
 BX2054.The horizontal coordinates were scaled from a topographic map and have
 BX2054.an estimated accuracy of +/- 6 seconds.
 BX2054
 BX2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2054.The vertical order pertains to the NGVD 29 superseded value.
 BX2054
 BX2054.The geoid height was determined by GEOID03.
 BX2054
 BX2054;                    North         East    Units  Estimated Accuracy
 BX2054;SPC LA N     -   100,820.      936,240.      MT  (+/- 180 meters Scaled)
 BX2054
 BX2054                          SUPERSEDED SURVEY CONTROL
 BX2054
 BX2054  NGVD 29 (??/??/??)   72.266  (m)          237.09   (f) ADJUSTED    2 1
 BX2054
 BX2054.Superseded values are not recommended for survey control.
 BX2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2054.See file dsdata.txt to determine how the superseded data were derived.
 BX2054
 BX2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ837747(NAD 83)
 BX2054_MARKER: DD = SURVEY DISK
 BX2054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2054_SP_SET: CONCRETE BLOCK
 BX2054_STAMPING: 35 V 54 1974
 BX2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2054
 BX2054  HISTORY     - Date     Condition        Report By
 BX2054  HISTORY     - 1974     MONUMENTED       LADH
 BX2054  HISTORY     - 19950506 GOOD             USPSQD
 BX2054
 BX2054                          STATION DESCRIPTION
 BX2054
 BX2054'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BX2054'0.6 MI S FROM KISATCHIE.
 BX2054'LOCATED ABOUT 0.60 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2054'POST OFFICE IN KISATCHIE.  0.95 MILES SOUTH OF B.M. 35V48.  0.10 MILES
 BX2054'SOUTH OF CONCRETE BRIDGE NO. 114.02.0321.1 OVER LITTLE SANDY CREEK.
 BX2054'107 FEET SOUTH OF THE SOUTH END OF A 18 INCH CONCRETE SIDE DRAIN UNDER
 BX2054'DRIVEWAY TO RESIDENCE.  36 FEET NORTHWEST OF WOOD AND MESH FENCE
 BX2054'CORNER POST.  76 FEET WEST OF THE CENTER OF LOUISIANA HIGHWAY 117. 8
 BX2054'FEET NORTH OF L.D.H. RIGHT-OF-WAY MARKER.  52 FEET NORTHEAST OF THE
 BX2054'CENTER OF A METAL CATTLE GAP.  13.5 FEET SOUTHEAST OF L.D.H.
 BX2054'RIGHT-OF-WAY MARKER.  DISK IS SET IN THE TOP OF A 10 INCH CONCRETE
 BX2054'BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BX2054'SET 2 FEET EAST OF THE MARK.
 BX2054
 BX2054                          STATION RECOVERY (1995)
 BX2054
 BX2054'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2055 ***********************************************************************
 BX2055  DESIGNATION -  35 V 55 LADH
 BX2055  PID         -  BX2055
 BX2055  STATE/COUNTY-  LA/NATCHITOCHES
 BX2055  USGS QUAD   -  KISATCHIE (1972)
 BX2055
 BX2055                         *CURRENT SURVEY CONTROL
 BX2055  ___________________________________________________________________
 BX2055* NAD 83(1986)-  31 23 34.     (N)    093 09 57.     (W)     SCALED    
 BX2055* NAVD 88     -       102.88   (+/-2cm)     337.5    (feet)  VERTCON   
 BX2055  ___________________________________________________________________
 BX2055  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX2055
 BX2055  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2055
 BX2055.The horizontal coordinates were scaled from a topographic map and have
 BX2055.an estimated accuracy of +/- 6 seconds.
 BX2055
 BX2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2055.The vertical order pertains to the NGVD 29 superseded value.
 BX2055
 BX2055.The geoid height was determined by GEOID03.
 BX2055
 BX2055;                    North         East    Units  Estimated Accuracy
 BX2055;SPC LA N     -    99,180.      936,680.      MT  (+/- 180 meters Scaled)
 BX2055
 BX2055                          SUPERSEDED SURVEY CONTROL
 BX2055
 BX2055  NGVD 29 (??/??/??)  102.933  (m)          337.71   (f) ADJUSTED    2 1
 BX2055
 BX2055.Superseded values are not recommended for survey control.
 BX2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2055.See file dsdata.txt to determine how the superseded data were derived.
 BX2055
 BX2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ842731(NAD 83)
 BX2055_MARKER: DD = SURVEY DISK
 BX2055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2055_SP_SET: CONCRETE BLOCK
 BX2055_STAMPING: 35 V 55 1974
 BX2055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2055
 BX2055  HISTORY     - Date     Condition        Report By
 BX2055  HISTORY     - 1974     MONUMENTED       LADH
 BX2055  HISTORY     - 19950506 GOOD             USPSQD
 BX2055
 BX2055                          STATION DESCRIPTION
 BX2055
 BX2055'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BX2055'1.6 MI S FROM KISATCHIE.
 BX2055'ABOUT 1.6 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE POST OFFICE
 BX2055'IN KISATCHIE.  1.0 MILES SOUTH OF B.M. 35V54.  1.1 MILES SOUTH OF A
 BX2055'CONCRETE BRIDGE NO. 114.02.0321.1 OVER LITTLE SANDY CREEK.  64 FEET
 BX2055'EAST OF THE CENTER OF ALOUISIANA HIGHWAY 117.  80 FEET SOUTHEAST OF
 BX2055'THE INTERSECTION OF A DIRT ROAD LEADING WEST AND LOUISIANA HIGHWAY
 BX2055'117.  23 FEET SOUTHEAST OF A TELEPHONE PEDESTAL NO. 150.  9.5 FEET
 BX2055'SOUTHWEST OF A 15 INCH PINE TREE.  A STEEL WITNESS POST IS SET 2 FEET
 BX2055'WEST OF THE MARK.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BX2055'PROJECTING 3 INCHES ABOVE THE GROUND.
 BX2055
 BX2055                          STATION RECOVERY (1995)
 BX2055
 BX2055'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2059 ***********************************************************************
 BX2059  DESIGNATION -  35 V 56 LADH
 BX2059  PID         -  BX2059
 BX2059  STATE/COUNTY-  LA/NATCHITOCHES
 BX2059  USGS QUAD   -  KISATCHIE (1972)
 BX2059
 BX2059                         *CURRENT SURVEY CONTROL
 BX2059  ___________________________________________________________________
 BX2059* NAD 83(1986)-  31 22 42.     (N)    093 09 58.     (W)     SCALED    
 BX2059* NAVD 88     -       113.41   (+/-2cm)     372.1    (feet)  VERTCON   
 BX2059  ___________________________________________________________________
 BX2059  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX2059
 BX2059  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2059
 BX2059.The horizontal coordinates were scaled from a topographic map and have
 BX2059.an estimated accuracy of +/- 6 seconds.
 BX2059
 BX2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2059.The vertical order pertains to the NGVD 29 superseded value.
 BX2059
 BX2059.The geoid height was determined by GEOID03.
 BX2059
 BX2059;                    North         East    Units  Estimated Accuracy
 BX2059;SPC LA N     -    97,580.      936,640.      MT  (+/- 180 meters Scaled)
 BX2059
 BX2059                          SUPERSEDED SURVEY CONTROL
 BX2059
 BX2059  NGVD 29 (??/??/??)  113.470  (m)          372.28   (f) ADJUSTED    2 1
 BX2059
 BX2059.Superseded values are not recommended for survey control.
 BX2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2059.See file dsdata.txt to determine how the superseded data were derived.
 BX2059
 BX2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ842715(NAD 83)
 BX2059_MARKER: DD = SURVEY DISK
 BX2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2059_STAMPING: 35 V 56 1974
 BX2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2059+STABILITY: SURFACE MOTION
 BX2059
 BX2059  HISTORY     - Date     Condition        Report By
 BX2059  HISTORY     - 1974     MONUMENTED       LADH
 BX2059  HISTORY     - 19950506 GOOD             USPSQD
 BX2059
 BX2059                          STATION DESCRIPTION
 BX2059
 BX2059'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BX2059'2.6 MI S FROM KISATCHIE.
 BX2059'LOCATED ABOUT 2.6 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2059'POST OFFICE IN KISATCHIE.  1.0 MILES SOUTH OF B.M. 35V55.  53.5 FEET
 BX2059'EAST OF THE CENTER OF LOUISIANA HIGHWAY 117.  79 FEET SOUTH OF A
 BX2059'TELEPHONE PEDESTAL NO. 55.  12 FEET SOUTH OF L.D.H. RIGHT-OF-WAY
 BX2059'MARKER.  99 FEET WEST OF COMBINATION MESH AND BARB WIRE FENCE.  1.1
 BX2059'MILES NORTH OF THE NATCHITOCHES AND VERNON PARISH LINE.  SET IN THE
 BX2059'TOP OF A 10 INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A
 BX2059'STEEL WITNESS POST IS SET 1.9 FEET WEST OF THE MARK.
 BX2059
 BX2059                          STATION RECOVERY (1995)
 BX2059
 BX2059'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2060 ***********************************************************************
 BX2060  DESIGNATION -  35 V 57 LADH
 BX2060  PID         -  BX2060
 BX2060  STATE/COUNTY-  LA/NATCHITOCHES
 BX2060  USGS QUAD   -  KURTHWOOD (1972)
 BX2060
 BX2060                         *CURRENT SURVEY CONTROL
 BX2060  ___________________________________________________________________
 BX2060* NAD 83(1986)-  31 21 53.     (N)    093 10 14.     (W)     SCALED    
 BX2060* NAVD 88     -       109.86   (+/-2cm)     360.4    (feet)  VERTCON   
 BX2060  ___________________________________________________________________
 BX2060  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BX2060
 BX2060  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2060
 BX2060.The horizontal coordinates were scaled from a topographic map and have
 BX2060.an estimated accuracy of +/- 6 seconds.
 BX2060
 BX2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2060.The vertical order pertains to the NGVD 29 superseded value.
 BX2060
 BX2060.The geoid height was determined by GEOID03.
 BX2060
 BX2060;                    North         East    Units  Estimated Accuracy
 BX2060;SPC LA N     -    96,070.      936,210.      MT  (+/- 180 meters Scaled)
 BX2060
 BX2060                          SUPERSEDED SURVEY CONTROL
 BX2060
 BX2060  NGVD 29 (??/??/??)  109.915  (m)          360.61   (f) ADJUSTED    2 1
 BX2060
 BX2060.Superseded values are not recommended for survey control.
 BX2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2060.See file dsdata.txt to determine how the superseded data were derived.
 BX2060
 BX2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ837700(NAD 83)
 BX2060_MARKER: DD = SURVEY DISK
 BX2060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2060_SP_SET: CONCRETE BLOCK
 BX2060_STAMPING: 35 V 57 1974
 BX2060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2060
 BX2060  HISTORY     - Date     Condition        Report By
 BX2060  HISTORY     - 1974     MONUMENTED       LADH
 BX2060  HISTORY     - 19950506 GOOD             USPSQD
 BX2060
 BX2060                          STATION DESCRIPTION
 BX2060
 BX2060'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BX2060'3.7 MI S FROM KISATCHIE.
 BX2060'LOCATED ABOUT 3.7 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2060'POST OFFICE IN KISATCHIE.  AT THE NATCHITOCHES AND VERNON PARISH LINE.
 BX2060'1.1 MILES SOUTH OF B.M. 35V 56.  63.5 FEET EAST OF THE CENTER OF
 BX2060'LOUISIANA HIGHWAY 117.  64 FEET EAST OF THE CENTER OF A METAL CATTLE
 BX2060'GAP.  27.5 FEET EAST OF THE EAST END OF A METAL GATE.  1.5 FEET NORTH
 BX2060'OF A BARB WIRE FENCE.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BX2060'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5
 BX2060'FEET WEST OF THE MARK.
 BX2060
 BX2060                          STATION RECOVERY (1995)
 BX2060
 BX2060'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2408 ***********************************************************************
 BX2408  DESIGNATION -  35 V 58 LADTD
 BX2408  PID         -  BX2408
 BX2408  STATE/COUNTY-  LA/NATCHITOCHES
 BX2408  USGS QUAD   -  ROBELINE (1988)
 BX2408
 BX2408                         *CURRENT SURVEY CONTROL
 BX2408  ___________________________________________________________________
 BX2408* NAD 83(1986)-  31 42 33.     (N)    093 17 35.     (W)     SCALED    
 BX2408* NAVD 88     -        56.30   (+/-2cm)     184.7    (feet)  VERTCON   
 BX2408  ___________________________________________________________________
 BX2408  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX2408
 BX2408  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2408
 BX2408.The horizontal coordinates were scaled from a topographic map and have
 BX2408.an estimated accuracy of +/- 6 seconds.
 BX2408
 BX2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2408.The vertical order pertains to the NGVD 29 superseded value.
 BX2408
 BX2408.The geoid height was determined by GEOID03.
 BX2408
 BX2408;                    North         East    Units  Estimated Accuracy
 BX2408;SPC LA N     -   134,340.      924,830.      MT  (+/- 180 meters Scaled)
 BX2408
 BX2408                          SUPERSEDED SURVEY CONTROL
 BX2408
 BX2408  NGVD 29 (??/??/??)   56.364  (m)          184.92   (f) ADJUSTED    2 2
 BX2408
 BX2408.Superseded values are not recommended for survey control.
 BX2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2408.See file dsdata.txt to determine how the superseded data were derived.
 BX2408
 BX2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR722082(NAD 83)
 BX2408_MARKER: DD = SURVEY DISK
 BX2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2408_SP_SET: CONCRETE POST
 BX2408_STAMPING: 35 V 58 1977
 BX2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2408+STABILITY: SURFACE MOTION
 BX2408
 BX2408  HISTORY     - Date     Condition        Report By
 BX2408  HISTORY     - 1977     MONUMENTED       LADTD
 BX2408  HISTORY     - 19950506 GOOD             USPSQD
 BX2408  HISTORY     - 20010923 GOOD             USPSQD
 BX2408  HISTORY     - 20060611 GOOD             USPSQD
 BX2408
 BX2408                          STATION DESCRIPTION
 BX2408
 BX2408'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2408'1.5 MI NORTH FROM ROBELINE.
 BX2408'ABOUT .95 MI NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX2408'ROBELINE, THENCE .55 MI. NORTH ALONG STATE HIGHWAY 485, IN THE
 BX2408'NORTHEAST CORNER OF THE LOS ADAIS STATE PARK, 9.7 MI SOUTH OF THE
 BX2408'SMALL TOWN OF ALLEN, 74 FT. WEST OF THE CENTERLINE OF STATE HIGHWAY
 BX2408'485, 38 FT. NORTH OF A DIRT ROAD LEADING INTO LOS ADAIS PARK, 28 FT.
 BX2408'NORTHEAST OF A METAL CROSS-DRAIN UNDER DIRT ROAD, 28 FT. MORTHWEST OF
 BX2408'A 28 INCH PINE TREE.
 BX2408
 BX2408                          STATION RECOVERY (1995)
 BX2408
 BX2408'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2408'RECOVERED IN GOOD CONDITION.
 BX2408
 BX2408                          STATION RECOVERY (2001)
 BX2408
 BX2408'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX2408'RECOVERED IN GOOD CONDITION.
 BX2408
 BX2408                          STATION RECOVERY (2006)
 BX2408
 BX2408'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BX2408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2409 ***********************************************************************
 BX2409  DESIGNATION -  35 V 59 LADTD
 BX2409  PID         -  BX2409
 BX2409  STATE/COUNTY-  LA/NATCHITOCHES
 BX2409  USGS QUAD   -  ROBELINE (1988)
 BX2409
 BX2409                         *CURRENT SURVEY CONTROL
 BX2409  ___________________________________________________________________
 BX2409* NAD 83(1986)-  31 43 15.     (N)    093 17 13.     (W)     SCALED    
 BX2409* NAVD 88     -        52.84   (+/-2cm)     173.4    (feet)  VERTCON   
 BX2409  ___________________________________________________________________
 BX2409  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX2409
 BX2409  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2409
 BX2409.The horizontal coordinates were scaled from a topographic map and have
 BX2409.an estimated accuracy of +/- 6 seconds.
 BX2409
 BX2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2409.The vertical order pertains to the NGVD 29 superseded value.
 BX2409
 BX2409.The geoid height was determined by GEOID03.
 BX2409
 BX2409;                    North         East    Units  Estimated Accuracy
 BX2409;SPC LA N     -   135,630.      925,420.      MT  (+/- 180 meters Scaled)
 BX2409
 BX2409                          SUPERSEDED SURVEY CONTROL
 BX2409
 BX2409  NGVD 29 (??/??/??)   52.896  (m)          173.54   (f) ADJUSTED    2 2
 BX2409
 BX2409.Superseded values are not recommended for survey control.
 BX2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2409.See file dsdata.txt to determine how the superseded data were derived.
 BX2409
 BX2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR728095(NAD 83)
 BX2409_MARKER: DD = SURVEY DISK
 BX2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2409_SP_SET: CONCRETE POST
 BX2409_STAMPING: 35 V 59 1977
 BX2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2409+STABILITY: SURFACE MOTION
 BX2409
 BX2409  HISTORY     - Date     Condition        Report By
 BX2409  HISTORY     - 1977     MONUMENTED       LADTD
 BX2409  HISTORY     - 19950506 GOOD             USPSQD
 BX2409  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX2409
 BX2409                          STATION DESCRIPTION
 BX2409
 BX2409'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2409'2.50 MI NORTH FROM ROBELINE.
 BX2409'ABOUT .95 MI NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX2409'ROBELINE, THENCE 1.55 MI NORTH ALONG STATE HIGHWAY 485, 8.70 MI SOUTH
 BX2409'OF THE SMALL TOWN OF ALLEN, 111 FT. EAST OF THE CENTERLINE OF STATE
 BX2409'HIGHWAY 485, 20 FT. NORTH OF A DIRT ROAD LEADING TO A POND OF WATER,
 BX2409'1 FT. EAST OF A COMBINATION MESH AND BARB WIRE FENCE, .4 MI SOUTH OF
 BX2409'INTERSECTION OF STATE HIGHWAY 485 AND 1222.
 BX2409
 BX2409                          STATION RECOVERY (1995)
 BX2409
 BX2409'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2409'RECOVERED IN GOOD CONDITION.
 BX2409
 BX2409                          STATION RECOVERY (2001)
 BX2409
 BX2409'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX2409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1884 ***********************************************************************
 BX1884  DESIGNATION -  35 V 6 LADH
 BX1884  PID         -  BX1884
 BX1884  STATE/COUNTY-  LA/NATCHITOCHES
 BX1884  USGS QUAD   -  ROBELINE (1988)
 BX1884
 BX1884                         *CURRENT SURVEY CONTROL
 BX1884  ___________________________________________________________________
 BX1884* NAD 83(1986)-  31 42 33.     (N)    093 15 58.     (W)     SCALED    
 BX1884* NAVD 88     -        76.84   (+/-2cm)     252.1    (feet)  VERTCON   
 BX1884  ___________________________________________________________________
 BX1884  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1884
 BX1884  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1884
 BX1884.The horizontal coordinates were scaled from a topographic map and have
 BX1884.an estimated accuracy of +/- 6 seconds.
 BX1884
 BX1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1884.The vertical order pertains to the NGVD 29 superseded value.
 BX1884
 BX1884.The geoid height was determined by GEOID03.
 BX1884
 BX1884;                    North         East    Units  Estimated Accuracy
 BX1884;SPC LA N     -   134,320.      927,390.      MT  (+/- 180 meters Scaled)
 BX1884
 BX1884                          SUPERSEDED SURVEY CONTROL
 BX1884
 BX1884  NGVD 29 (??/??/??)   76.896  (m)          252.28   (f) ADJUSTED    2 1
 BX1884
 BX1884.Superseded values are not recommended for survey control.
 BX1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1884.See file dsdata.txt to determine how the superseded data were derived.
 BX1884
 BX1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR747082(NAD 83)
 BX1884_MARKER: DD = SURVEY DISK
 BX1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1884_STAMPING: 35V6 1969
 BX1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1884+STABILITY: SURFACE MOTION
 BX1884
 BX1884  HISTORY     - Date     Condition        Report By
 BX1884  HISTORY     - 1969     MONUMENTED       LADH
 BX1884  HISTORY     - 1970     GOOD             LADTD
 BX1884  HISTORY     - 1983     GOOD             LADTD
 BX1884  HISTORY     - 19950506 GOOD             USPSQD
 BX1884  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1884
 BX1884                          STATION DESCRIPTION
 BX1884
 BX1884'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1884'2.70 MI NE FROM ROBELINE.
 BX1884'ABOUT 2.70 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE ROBELINE
 BX1884'POST OFFICE.  1.05 MILES NORTHEAST OF B.M. 35V5.  98 FEET SOUTH
 BX1884'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 6.  70 FEET SOUTH
 BX1884'SOUTHEAST OF MILE POST NUMBER 35 ON LOUISIANA HIGHWAY 6.  24 FEET
 BX1884'SOUTHWEST OF A POWER POLE.  76 FEET WEST SOUTHWEST OF A LOUISIANA
 BX1884'DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER.  DISK IN TOP OF A CONCRETE
 BX1884'POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1
 BX1884'FOOT NORTH NORTHWEST OF THE MARK.  SECTION 2, T 8N, R 9W.
 BX1884
 BX1884                          STATION RECOVERY (1983)
 BX1884
 BX1884'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BX1884'RECOVERED IN GOOD CONDITION.
 BX1884
 BX1884                          STATION RECOVERY (1995)
 BX1884
 BX1884'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1884'RECOVERED IN GOOD CONDITION.
 BX1884
 BX1884                          STATION RECOVERY (2001)
 BX1884
 BX1884'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2410 ***********************************************************************
 BX2410  DESIGNATION -  35 V 60 LADTD
 BX2410  PID         -  BX2410
 BX2410  STATE/COUNTY-  LA/NATCHITOCHES
 BX2410  USGS QUAD   -  ROBELINE (1988)
 BX2410
 BX2410                         *CURRENT SURVEY CONTROL
 BX2410  ___________________________________________________________________
 BX2410* NAD 83(1986)-  31 44 09.     (N)    093 17 15.     (W)     SCALED    
 BX2410* NAVD 88     -        44.11   (+/-2cm)     144.7    (feet)  VERTCON   
 BX2410  ___________________________________________________________________
 BX2410  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2410
 BX2410  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2410
 BX2410.The horizontal coordinates were scaled from a topographic map and have
 BX2410.an estimated accuracy of +/- 6 seconds.
 BX2410
 BX2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2410.The vertical order pertains to the NGVD 29 superseded value.
 BX2410
 BX2410.The geoid height was determined by GEOID03.
 BX2410
 BX2410;                    North         East    Units  Estimated Accuracy
 BX2410;SPC LA N     -   137,290.      925,380.      MT  (+/- 180 meters Scaled)
 BX2410
 BX2410                          SUPERSEDED SURVEY CONTROL
 BX2410
 BX2410  NGVD 29 (??/??/??)   44.168  (m)          144.91   (f) ADJUSTED    2 2
 BX2410
 BX2410.Superseded values are not recommended for survey control.
 BX2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2410.See file dsdata.txt to determine how the superseded data were derived.
 BX2410
 BX2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR727111(NAD 83)
 BX2410_MARKER: DD = SURVEY DISK
 BX2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2410_SP_SET: CONCRETE POST
 BX2410_STAMPING: 35 V 60 1977
 BX2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2410+STABILITY: SURFACE MOTION
 BX2410
 BX2410  HISTORY     - Date     Condition        Report By
 BX2410  HISTORY     - 1977     MONUMENTED       LADTD
 BX2410  HISTORY     - 19950506 GOOD             USPSQD
 BX2410  HISTORY     - 20010923 GOOD             USPSQD
 BX2410  HISTORY     - 20051016 GOOD             USPSQD
 BX2410
 BX2410                          STATION DESCRIPTION
 BX2410
 BX2410'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2410'3.55 MI NORTH FROM ROBELINE.
 BX2410'ABOUT .95 MI NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX2410'ROBELINE, THENCE 3.55 MI NORTH ALONG STATE HIGHWAY 485, 7.65 MI SOUTH
 BX2410'OF THE SMALL TOWN OF ALLEN, .65 MI NORTH OF THE INTERSECTION OF STATE
 BX2410'HIGHWAY 485 AND 1222, .1 MI NORTH OF A BLACK TOP ROAD LEADING NORTHEAS
 BX2410'36 FT.SOUTHWEST OF STATE HIGHWAY 485, 81 FT. SOUTH OF A DIRT ROAD
 BX2410'LEADING NORTHEAST, 4 FT. SOUTHWEST OF A COMBINATION MESH AND BARB WIRE
 BX2410'FENCE, 3 FT. SOUTHEAST OF A HIGHLINE POST
 BX2410
 BX2410                          STATION RECOVERY (1995)
 BX2410
 BX2410'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2410'RECOVERED IN GOOD CONDITION.
 BX2410
 BX2410                          STATION RECOVERY (2001)
 BX2410
 BX2410'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX2410'RECOVERED IN GOOD CONDITION.
 BX2410
 BX2410                          STATION RECOVERY (2005)
 BX2410
 BX2410'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2411 ***********************************************************************
 BX2411  DESIGNATION -  35 V 61 LADTD
 BX2411  PID         -  BX2411
 BX2411  STATE/COUNTY-  LA/NATCHITOCHES
 BX2411  USGS QUAD   -  ROBELINE (1988)
 BX2411
 BX2411                         *CURRENT SURVEY CONTROL
 BX2411  ___________________________________________________________________
 BX2411* NAD 83(1986)-  31 44 59.     (N)    093 17 33.     (W)     SCALED    
 BX2411* NAVD 88     -        36.06   (+/-2cm)     118.3    (feet)  VERTCON   
 BX2411  ___________________________________________________________________
 BX2411  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2411
 BX2411  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2411
 BX2411.The horizontal coordinates were scaled from a topographic map and have
 BX2411.an estimated accuracy of +/- 6 seconds.
 BX2411
 BX2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2411.The vertical order pertains to the NGVD 29 superseded value.
 BX2411
 BX2411.The geoid height was determined by GEOID03.
 BX2411
 BX2411;                    North         East    Units  Estimated Accuracy
 BX2411;SPC LA N     -   138,840.      924,920.      MT  (+/- 180 meters Scaled)
 BX2411
 BX2411                          SUPERSEDED SURVEY CONTROL
 BX2411
 BX2411  NGVD 29 (??/??/??)   36.120  (m)          118.50   (f) ADJUSTED    2 2
 BX2411
 BX2411.Superseded values are not recommended for survey control.
 BX2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2411.See file dsdata.txt to determine how the superseded data were derived.
 BX2411
 BX2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR722127(NAD 83)
 BX2411_MARKER: DD = SURVEY DISK
 BX2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2411_SP_SET: CONCRETE POST
 BX2411_STAMPING: 35 V 61 1977
 BX2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2411+STABILITY: SURFACE MOTION
 BX2411
 BX2411  HISTORY     - Date     Condition        Report By
 BX2411  HISTORY     - 1977     MONUMENTED       LADTD
 BX2411  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2411  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX2411
 BX2411                          STATION DESCRIPTION
 BX2411
 BX2411'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2411'4.6 MI NORTH FROM ROBELINE.
 BX2411'ABOUT .95 MI. NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX2411'ROBELINE, THENCE 3.65 MI NORTH ALONG STATE HIGHWAY 485, 6.6 MI SOUTH
 BX2411'OF THE SMALL TOWN OF ALLEN, .1 MI NORTH OF BRIDGE NO. 115.01.0360.1,
 BX2411'89 FT. WEST OF CENTERLINE OF STATE HIGHWAY 485, 87 FT. SOUTHWEST OF
 BX2411'INTERSECTION OF DIRT ROAD AND STATE HIGHWAY 485, 17 FT SOUTH OF A 22
 BX2411'IN SWEETGUM TREE,
 BX2411
 BX2411                          STATION RECOVERY (1995)
 BX2411
 BX2411'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2411'MARK NOT FOUND.
 BX2411
 BX2411                          STATION RECOVERY (2001)
 BX2411
 BX2411'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX2411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2412 ***********************************************************************
 BX2412  DESIGNATION -  35 V 62 LADTD
 BX2412  PID         -  BX2412
 BX2412  STATE/COUNTY-  LA/NATCHITOCHES
 BX2412  USGS QUAD   -  ALLEN (1992)
 BX2412
 BX2412                         *CURRENT SURVEY CONTROL
 BX2412  ___________________________________________________________________
 BX2412* NAD 83(1986)-  31 45 51.     (N)    093 17 19.     (W)     SCALED    
 BX2412* NAVD 88     -        36.79   (+/-2cm)     120.7    (feet)  VERTCON   
 BX2412  ___________________________________________________________________
 BX2412  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX2412
 BX2412  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2412
 BX2412.The horizontal coordinates were scaled from a topographic map and have
 BX2412.an estimated accuracy of +/- 6 seconds.
 BX2412
 BX2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2412.The vertical order pertains to the NGVD 29 superseded value.
 BX2412
 BX2412.The geoid height was determined by GEOID03.
 BX2412
 BX2412;                    North         East    Units  Estimated Accuracy
 BX2412;SPC LA N     -   140,440.      925,300.      MT  (+/- 180 meters Scaled)
 BX2412
 BX2412                          SUPERSEDED SURVEY CONTROL
 BX2412
 BX2412  NGVD 29 (??/??/??)   36.851  (m)          120.90   (f) ADJUSTED    2 2
 BX2412
 BX2412.Superseded values are not recommended for survey control.
 BX2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2412.See file dsdata.txt to determine how the superseded data were derived.
 BX2412
 BX2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR726143(NAD 83)
 BX2412_MARKER: DD = SURVEY DISK
 BX2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2412_SP_SET: CONCRETE POST
 BX2412_STAMPING: 35 V 62 1977
 BX2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2412+STABILITY: SURFACE MOTION
 BX2412
 BX2412  HISTORY     - Date     Condition        Report By
 BX2412  HISTORY     - 1977     MONUMENTED       LADTD
 BX2412  HISTORY     - 19950506 GOOD             USPSQD
 BX2412  HISTORY     - 20051016 GOOD             USPSQD
 BX2412
 BX2412                          STATION DESCRIPTION
 BX2412
 BX2412'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2412'5.55 MI SOUTH FROM ALLEN.
 BX2412'ABOUT 5.55 MI. SOUTH ALONG STATE HIGHWAY 485 FROM THE STORE IN THE
 BX2412'SMALL TOWN OF ALLEN, 46 FT WEST OF THE CENTERLINE OF STATE HIGHWAY 485
 BX2412'19 FT SOUTHWEST OF A TELEPHONE PEDESTAL AND CORNER OF FENCE, 89 FT
 BX2412'NORTH OF A 4 FT METAL PIPE CROSS DRAIN UNDER STATE HIGHWAY 485, 2 FT
 BX2412'SOUTH OF BARB WIRE FENCE, 56 FT WEST OF INTERSECTION OF STATE HIGHWAY
 BX2412'485 AND DIRT ROAD LEADING EAST.
 BX2412
 BX2412                          STATION RECOVERY (1995)
 BX2412
 BX2412'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2412'RECOVERED IN GOOD CONDITION.
 BX2412
 BX2412                          STATION RECOVERY (2005)
 BX2412
 BX2412'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2413 ***********************************************************************
 BX2413  DESIGNATION -  35 V 63 LADTD
 BX2413  PID         -  BX2413
 BX2413  STATE/COUNTY-  LA/NATCHITOCHES
 BX2413  USGS QUAD   -  ALLEN (1992)
 BX2413
 BX2413                         *CURRENT SURVEY CONTROL
 BX2413  ___________________________________________________________________
 BX2413* NAD 83(1986)-  31 46 47.     (N)    093 17 03.     (W)     SCALED    
 BX2413* NAVD 88     -        42.64   (+/-2cm)     139.9    (feet)  VERTCON   
 BX2413  ___________________________________________________________________
 BX2413  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX2413
 BX2413  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2413
 BX2413.The horizontal coordinates were scaled from a topographic map and have
 BX2413.an estimated accuracy of +/- 6 seconds.
 BX2413
 BX2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2413.The vertical order pertains to the NGVD 29 superseded value.
 BX2413
 BX2413.The geoid height was determined by GEOID03.
 BX2413
 BX2413;                    North         East    Units  Estimated Accuracy
 BX2413;SPC LA N     -   142,160.      925,730.      MT  (+/- 180 meters Scaled)
 BX2413
 BX2413                          SUPERSEDED SURVEY CONTROL
 BX2413
 BX2413  NGVD 29 (??/??/??)   42.694  (m)          140.07   (f) ADJUSTED    2 2
 BX2413
 BX2413.Superseded values are not recommended for survey control.
 BX2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2413.See file dsdata.txt to determine how the superseded data were derived.
 BX2413
 BX2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR730160(NAD 83)
 BX2413_MARKER: DD = SURVEY DISK
 BX2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2413_SP_SET: CONCRETE POST
 BX2413_STAMPING: 35 V 63 1977
 BX2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2413+STABILITY: SURFACE MOTION
 BX2413
 BX2413  HISTORY     - Date     Condition        Report By
 BX2413  HISTORY     - 1977     MONUMENTED       LADTD
 BX2413  HISTORY     - 19950506 GOOD             USPSQD
 BX2413  HISTORY     - 20051016 GOOD             USPSQD
 BX2413
 BX2413                          STATION DESCRIPTION
 BX2413
 BX2413'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2413'4.45 MI SOUTH FROM ALLEN.
 BX2413'ABOUT 4.45 MI SOUTH ALONG STATE HIGHWAY 485 FROM THE STORE IN THE
 BX2413'SMALL TOWN OF ALLEN, 117 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BX2413'485, 40 FT SOUTH OF THE CENTER OF DRIVEWAY LEADING TO BRICK HOUSE,
 BX2413'62 FT SOUTHEAST OF A 24 IN. CEDAR TREE, 1 FT WEST OF A BARB WIRE FENCE
 BX2413'127 FT WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE.
 BX2413
 BX2413                          STATION RECOVERY (1995)
 BX2413
 BX2413'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2413'RECOVERED IN GOOD CONDITION.
 BX2413
 BX2413                          STATION RECOVERY (2005)
 BX2413
 BX2413'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2414 ***********************************************************************
 BX2414  DESIGNATION -  35 V 64 LADTD
 BX2414  PID         -  BX2414
 BX2414  STATE/COUNTY-  LA/NATCHITOCHES
 BX2414  USGS QUAD   -  ALLEN (1992)
 BX2414
 BX2414                         *CURRENT SURVEY CONTROL
 BX2414  ___________________________________________________________________
 BX2414* NAD 83(1986)-  31 47 47.     (N)    093 17 15.     (W)     SCALED    
 BX2414* NAVD 88     -        46.19   (+/-2cm)     151.5    (feet)  VERTCON   
 BX2414  ___________________________________________________________________
 BX2414  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2414
 BX2414  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2414
 BX2414.The horizontal coordinates were scaled from a topographic map and have
 BX2414.an estimated accuracy of +/- 6 seconds.
 BX2414
 BX2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2414.The vertical order pertains to the NGVD 29 superseded value.
 BX2414
 BX2414.The geoid height was determined by GEOID03.
 BX2414
 BX2414;                    North         East    Units  Estimated Accuracy
 BX2414;SPC LA N     -   144,010.      925,430.      MT  (+/- 180 meters Scaled)
 BX2414
 BX2414                          SUPERSEDED SURVEY CONTROL
 BX2414
 BX2414  NGVD 29 (??/??/??)   46.243  (m)          151.72   (f) ADJUSTED    2 2
 BX2414
 BX2414.Superseded values are not recommended for survey control.
 BX2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2414.See file dsdata.txt to determine how the superseded data were derived.
 BX2414
 BX2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR727179(NAD 83)
 BX2414_MARKER: DD = SURVEY DISK
 BX2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2414_SP_SET: CONCRETE POST
 BX2414_STAMPING: 35 V 64 1977
 BX2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2414+STABILITY: SURFACE MOTION
 BX2414
 BX2414  HISTORY     - Date     Condition        Report By
 BX2414  HISTORY     - 1977     MONUMENTED       LADTD
 BX2414  HISTORY     - 19950506 GOOD             USPSQD
 BX2414  HISTORY     - 20051016 GOOD             USPSQD
 BX2414
 BX2414                          STATION DESCRIPTION
 BX2414
 BX2414'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2414'3.25 MI SOUTH FROM ALLEN.
 BX2414'ABOUT 3.25 MI SOUTH ALONG STATE HIGHWAY 485 FROM THE STORE IN THE
 BX2414'SMALL TOWN OF ALLEN, .8 MI NORTH ALONG STATE HIGHWAY 485 FROM THE ST.
 BX2414'ANNES  CATHOLIC CHURCH, 56 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BX2414'485, 100 FT SOUTHEAST OF 18 IN. CONCRETE PIPE UNDER DRIVEWAY LEADING
 BX2414'TO EVERGREEN BAPTIST CHURCH, 136 FT SOUTH OF THE SOUTHWEST CORNER OF
 BX2414'THE EVERGREEN BAPTIST CHURCH, 33 FT WEST OF THE CENTER OF GAP LEADING
 BX2414'TO GRAVEYARD, 2 FT NORTH OF MESH FENCE AROUND GRAVEYARD,
 BX2414
 BX2414                          STATION RECOVERY (1995)
 BX2414
 BX2414'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2414'RECOVERED IN GOOD CONDITION.
 BX2414
 BX2414                          STATION RECOVERY (2005)
 BX2414
 BX2414'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX2414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2415 ***********************************************************************
 BX2415  DESIGNATION -  35 V 65 LADTD
 BX2415  PID         -  BX2415
 BX2415  STATE/COUNTY-  LA/NATCHITOCHES
 BX2415  USGS QUAD   -  ALLEN (1992)
 BX2415
 BX2415                         *CURRENT SURVEY CONTROL
 BX2415  ___________________________________________________________________
 BX2415* NAD 83(1986)-  31 48 39.     (N)    093 17 17.     (W)     SCALED    
 BX2415* NAVD 88     -        50.40   (+/-2cm)     165.4    (feet)  VERTCON   
 BX2415  ___________________________________________________________________
 BX2415  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2415
 BX2415  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2415
 BX2415.The horizontal coordinates were scaled from a topographic map and have
 BX2415.an estimated accuracy of +/- 6 seconds.
 BX2415
 BX2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2415.The vertical order pertains to the NGVD 29 superseded value.
 BX2415
 BX2415.The geoid height was determined by GEOID03.
 BX2415
 BX2415;                    North         East    Units  Estimated Accuracy
 BX2415;SPC LA N     -   145,610.      925,390.      MT  (+/- 180 meters Scaled)
 BX2415
 BX2415                          SUPERSEDED SURVEY CONTROL
 BX2415
 BX2415  NGVD 29 (??/??/??)   50.460  (m)          165.55   (f) ADJUSTED    2 2
 BX2415
 BX2415.Superseded values are not recommended for survey control.
 BX2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2415.See file dsdata.txt to determine how the superseded data were derived.
 BX2415
 BX2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR727195(NAD 83)
 BX2415_MARKER: DD = SURVEY DISK
 BX2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2415_SP_SET: CONCRETE POST
 BX2415_STAMPING: 35 V 65 1977
 BX2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2415+STABILITY: SURFACE MOTION
 BX2415
 BX2415  HISTORY     - Date     Condition        Report By
 BX2415  HISTORY     - 1977     MONUMENTED       LADTD
 BX2415  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2415  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2415
 BX2415                          STATION DESCRIPTION
 BX2415
 BX2415'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2415'2.35 MI SOUTH FROM ALLEN.
 BX2415'ABOUT 2.35 MI SOUTH ALONG STATE HIGHWAY 485 FROM THE STORE IN THE
 BX2415'SMALL TOWN OF ALLEN,1.7 MILES NORTH OF THE ST. ANNE CATHOLIC CHURCH,
 BX2415'.9MI NORTH OF THE EVERGREEN BAPTIST CHURCH, 47 FT WEST OF THE
 BX2415'CENTERLINE OF STATE HIGHWAY 485, 67 FT WEST OF MILE MARKER NO. 8,
 BX2415'28 FT EAST OF A 13 IN. TWIN OAK TREE
 BX2415
 BX2415                          STATION RECOVERY (1995)
 BX2415
 BX2415'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2415'MARK NOT FOUND.
 BX2415
 BX2415                          STATION RECOVERY (2001)
 BX2415
 BX2415'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2416 ***********************************************************************
 BX2416  DESIGNATION -  35 V 66 LADTD
 BX2416  PID         -  BX2416
 BX2416  STATE/COUNTY-  LA/NATCHITOCHES
 BX2416  USGS QUAD   -  ALLEN (1992)
 BX2416
 BX2416                         *CURRENT SURVEY CONTROL
 BX2416  ___________________________________________________________________
 BX2416* NAD 83(1986)-  31 49 25.     (N)    093 17 11.     (W)     SCALED    
 BX2416* NAVD 88     -        40.25   (+/-2cm)     132.1    (feet)  VERTCON   
 BX2416  ___________________________________________________________________
 BX2416  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2416
 BX2416  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2416
 BX2416.The horizontal coordinates were scaled from a topographic map and have
 BX2416.an estimated accuracy of +/- 6 seconds.
 BX2416
 BX2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2416.The vertical order pertains to the NGVD 29 superseded value.
 BX2416
 BX2416.The geoid height was determined by GEOID03.
 BX2416
 BX2416;                    North         East    Units  Estimated Accuracy
 BX2416;SPC LA N     -   147,030.      925,560.      MT  (+/- 180 meters Scaled)
 BX2416
 BX2416                          SUPERSEDED SURVEY CONTROL
 BX2416
 BX2416  NGVD 29 (??/??/??)   40.310  (m)          132.25   (f) ADJUSTED    2 2
 BX2416
 BX2416.Superseded values are not recommended for survey control.
 BX2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2416.See file dsdata.txt to determine how the superseded data were derived.
 BX2416
 BX2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR728209(NAD 83)
 BX2416_MARKER: DD = SURVEY DISK
 BX2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2416_SP_SET: CONCRETE POST
 BX2416_STAMPING: 35 V 66 1977
 BX2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2416+STABILITY: SURFACE MOTION
 BX2416
 BX2416  HISTORY     - Date     Condition        Report By
 BX2416  HISTORY     - 1977     MONUMENTED       LADTD
 BX2416  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2416  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2416
 BX2416                          STATION DESCRIPTION
 BX2416
 BX2416'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2416'1.4 MI SOUTH FROM ALLEN.
 BX2416'ABOUT 1.4 MI SOUTH ALONG STATE HIGHWAY 485 FROM THE STORE IN THE
 BX2416'SMALL TOWN OF ALLEN, 1.8 MI NORTH ALONG STATE HIGHWAY 485 FROM THE
 BX2416'EVERGREEN BAPTIST CHURCH, 45 FT EAST OF CENTERLINE OF STATE HIGHWAY
 BX2416'485, 22 FT EAST OF TELEPHONE PEDESTAL, 36 FT NORTH OF CENTER OF CONCRE
 BX2416'DRIVE LEADING TO RESIDENCE, 82 FT NORTHWEST OF THE NORTHWEST CORNER
 BX2416'OF BRICK HOUSE, 1 FT SOUTH OF WOODEN FENCE.
 BX2416
 BX2416                          STATION RECOVERY (1995)
 BX2416
 BX2416'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2416'MARK NOT FOUND.
 BX2416
 BX2416                          STATION RECOVERY (2001)
 BX2416
 BX2416'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2421 ***********************************************************************
 BX2421  DESIGNATION -  35 V 67 LADTD
 BX2421  PID         -  BX2421
 BX2421  STATE/COUNTY-  LA/NATCHITOCHES
 BX2421  USGS QUAD   -  ALLEN (1992)
 BX2421
 BX2421                         *CURRENT SURVEY CONTROL
 BX2421  ___________________________________________________________________
 BX2421* NAD 83(1986)-  31 50 05.     (N)    093 15 57.     (W)     SCALED    
 BX2421* NAVD 88     -        37.00   (+/-2cm)     121.4    (feet)  VERTCON   
 BX2421  ___________________________________________________________________
 BX2421  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2421
 BX2421  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2421
 BX2421.The horizontal coordinates were scaled from a topographic map and have
 BX2421.an estimated accuracy of +/- 6 seconds.
 BX2421
 BX2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2421.The vertical order pertains to the NGVD 29 superseded value.
 BX2421
 BX2421.The geoid height was determined by GEOID03.
 BX2421
 BX2421;                    North         East    Units  Estimated Accuracy
 BX2421;SPC LA N     -   148,240.      927,510.      MT  (+/- 180 meters Scaled)
 BX2421
 BX2421                          SUPERSEDED SURVEY CONTROL
 BX2421
 BX2421  NGVD 29 (??/??/??)   37.057  (m)          121.58   (f) ADJUSTED    2 2
 BX2421
 BX2421.Superseded values are not recommended for survey control.
 BX2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2421.See file dsdata.txt to determine how the superseded data were derived.
 BX2421
 BX2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR748221(NAD 83)
 BX2421_MARKER: DD = SURVEY DISK
 BX2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2421_SP_SET: CONCRETE POST
 BX2421_STAMPING: 35 V 67 1977
 BX2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2421+STABILITY: SURFACE MOTION
 BX2421
 BX2421  HISTORY     - Date     Condition        Report By
 BX2421  HISTORY     - 1977     MONUMENTED       LADTD
 BX2421  HISTORY     - 19860213 MARK NOT FOUND   USPSQD
 BX2421  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2421
 BX2421                          STATION DESCRIPTION
 BX2421
 BX2421'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2421'1.3 MI NE FROM ALLEN.
 BX2421'ABOUT 1.3 MI NORTHEAST ALONG STATE HIGHWAY 485 FROM THE STORE IN THE
 BX2421'SMALL TOWN OF ALLEN, 5.55 MI. SOUTHWEST OF THE POST OFFICE AT POWHATAN
 BX2421'30 FT SOUTH OF THE CENTERLINE OF STATE HIGHWAY 485, 61 FT SOUTH OF
 BX2421'BARB WIRE FENCE ACROSS HIGHWAY, 5 FT WEST OF A POWER POLE, 1 FT NORTH
 BX2421'OF BARB WIRE FENCE
 BX2421
 BX2421                          STATION RECOVERY (1986)
 BX2421
 BX2421'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX2421'MARK NOT FOUND.
 BX2421
 BX2421                          STATION RECOVERY (2001)
 BX2421
 BX2421'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2426 ***********************************************************************
 BX2426  DESIGNATION -  35 V 68 LADTD
 BX2426  PID         -  BX2426
 BX2426  STATE/COUNTY-  LA/NATCHITOCHES
 BX2426  USGS QUAD   -  POWHATAN (1992)
 BX2426
 BX2426                         *CURRENT SURVEY CONTROL
 BX2426  ___________________________________________________________________
 BX2426* NAD 83(1986)-  31 50 25.     (N)    093 13 21.     (W)     SCALED    
 BX2426* NAVD 88     -        37.33   (+/-2cm)     122.5    (feet)  VERTCON   
 BX2426  ___________________________________________________________________
 BX2426  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2426
 BX2426  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2426
 BX2426.The horizontal coordinates were scaled from a topographic map and have
 BX2426.an estimated accuracy of +/- 6 seconds.
 BX2426
 BX2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2426.The vertical order pertains to the NGVD 29 superseded value.
 BX2426
 BX2426.The geoid height was determined by GEOID03.
 BX2426
 BX2426;                    North         East    Units  Estimated Accuracy
 BX2426;SPC LA N     -   148,830.      931,620.      MT  (+/- 180 meters Scaled)
 BX2426
 BX2426                          SUPERSEDED SURVEY CONTROL
 BX2426
 BX2426  NGVD 29 (??/??/??)   37.379  (m)          122.63   (f) ADJUSTED    2 2
 BX2426
 BX2426.Superseded values are not recommended for survey control.
 BX2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2426.See file dsdata.txt to determine how the superseded data were derived.
 BX2426
 BX2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR789227(NAD 83)
 BX2426_MARKER: DD = SURVEY DISK
 BX2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2426_SP_SET: CONCRETE POST
 BX2426_STAMPING: 35 V 68 1977
 BX2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2426+STABILITY: SURFACE MOTION
 BX2426
 BX2426  HISTORY     - Date     Condition        Report By
 BX2426  HISTORY     - 1977     MONUMENTED       LADTD
 BX2426  HISTORY     - 20060610 POOR             USPSQD
 BX2426
 BX2426                          STATION DESCRIPTION
 BX2426
 BX2426'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2426'3.1 MI SW FROM POWHATAN.
 BX2426'ABOUT 3.1 MI SOUTHWEST ALONG STATE HIGHWAY 485 FROM THE POST OFFICE
 BX2426'IN POWHATAN, 47 FT SOUTH OF THE CENTERLINE OF STATE HIGHWAY 485, 46 FT
 BX2426'EAST OF CENTER OF DRIVEWAY LEADING TO HOUSE, 62 FT NORTHEAST OF THE
 BX2426'NORTHEAST CORNER OF A WOOD FRAME HOUSE, 19 FT SOUTHEAST OF A POWER
 BX2426'POLE, 2 FT WEST OF A MESH FENCE
 BX2426
 BX2426                          STATION RECOVERY (2006)
 BX2426
 BX2426'RECOVERY NOTE BY US POWER SQUADRON 2006 (JBL)
 BX2426'MARK EXISTS BUT MAY HAVE BEEN RELOCATED DUE TO BULDOZING OF FENCE.
 BX2426'RESIDENT REPORTS MARK WAS DUG UP AND REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2428 ***********************************************************************
 BX2428  DESIGNATION -  35 V 69 LADTD
 BX2428  PID         -  BX2428
 BX2428  STATE/COUNTY-  LA/NATCHITOCHES
 BX2428  USGS QUAD   -  POWHATAN (1992)
 BX2428
 BX2428                         *CURRENT SURVEY CONTROL
 BX2428  ___________________________________________________________________
 BX2428* NAD 83(1986)-  31 51 35.     (N)    093 12 19.     (W)     SCALED    
 BX2428* NAVD 88     -        37.62   (+/-2cm)     123.4    (feet)  VERTCON   
 BX2428  ___________________________________________________________________
 BX2428  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2428
 BX2428  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2428
 BX2428.The horizontal coordinates were scaled from a topographic map and have
 BX2428.an estimated accuracy of +/- 6 seconds.
 BX2428
 BX2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2428.The vertical order pertains to the NGVD 29 superseded value.
 BX2428
 BX2428.The geoid height was determined by GEOID03.
 BX2428
 BX2428;                    North         East    Units  Estimated Accuracy
 BX2428;SPC LA N     -   150,980.      933,260.      MT  (+/- 180 meters Scaled)
 BX2428
 BX2428                          SUPERSEDED SURVEY CONTROL
 BX2428
 BX2428  NGVD 29 (??/??/??)   37.674  (m)          123.60   (f) ADJUSTED    2 2
 BX2428
 BX2428.Superseded values are not recommended for survey control.
 BX2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2428.See file dsdata.txt to determine how the superseded data were derived.
 BX2428
 BX2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR805249(NAD 83)
 BX2428_MARKER: DD = SURVEY DISK
 BX2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2428_SP_SET: CONCRETE POST
 BX2428_STAMPING: 35 V 69 1977
 BX2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2428+STABILITY: SURFACE MOTION
 BX2428
 BX2428  HISTORY     - Date     Condition        Report By
 BX2428  HISTORY     - 1977     MONUMENTED       LADTD
 BX2428
 BX2428                          STATION DESCRIPTION
 BX2428
 BX2428'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2428'1.1 MI SW FROM POWHATAN.
 BX2428'ABOUT 1.1 MI. SOUTWEST ALONG STATE HIGHWAY 485 FROM THE POST OFFICE IN
 BX2428'POWHATAN, ON THE WEST BANK OF BAYOU PIERRE, 80 FT. EAST OF THE
 BX2428'CENTERLINE OF STATE HIGHWAY 485, 79 FT. SOUTHEAST OF THE SOUTHEAST END
 BX2428'OF BRIDGE OVER BAYOU PIERRE, 44 FT. SOUTHWEST OF A 24 IN. PECAN TREE,
 BX2428'118 FT. NORTH OF THE CENTER OF A DIRT DRIVEWAY LEADING SOUTH, 49 FT.
 BX2428'EAST OF A WOODEN PLANK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1885 ***********************************************************************
 BX1885  DESIGNATION -  35 V 7 LADH
 BX1885  PID         -  BX1885
 BX1885  STATE/COUNTY-  LA/NATCHITOCHES
 BX1885  USGS QUAD   -  ROBELINE (1988)
 BX1885
 BX1885                         *CURRENT SURVEY CONTROL
 BX1885  ___________________________________________________________________
 BX1885* NAD 83(1986)-  31 42 45.     (N)    093 15 12.     (W)     SCALED    
 BX1885* NAVD 88     -        85.13   (+/-2cm)     279.3    (feet)  VERTCON   
 BX1885  ___________________________________________________________________
 BX1885  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1885
 BX1885  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1885
 BX1885.The horizontal coordinates were scaled from a topographic map and have
 BX1885.an estimated accuracy of +/- 6 seconds.
 BX1885
 BX1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1885.The vertical order pertains to the NGVD 29 superseded value.
 BX1885
 BX1885.The geoid height was determined by GEOID03.
 BX1885
 BX1885;                    North         East    Units  Estimated Accuracy
 BX1885;SPC LA N     -   134,680.      928,600.      MT  (+/- 180 meters Scaled)
 BX1885
 BX1885                          SUPERSEDED SURVEY CONTROL
 BX1885
 BX1885  NGVD 29 (??/??/??)   85.184  (m)          279.47   (f) ADJUSTED    2 1
 BX1885
 BX1885.Superseded values are not recommended for survey control.
 BX1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1885.See file dsdata.txt to determine how the superseded data were derived.
 BX1885
 BX1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR759085(NAD 83)
 BX1885_MARKER: DD = SURVEY DISK
 BX1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1885_STAMPING: 35V7 1969
 BX1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1885+STABILITY: SURFACE MOTION
 BX1885
 BX1885  HISTORY     - Date     Condition        Report By
 BX1885  HISTORY     - 1969     MONUMENTED       LADH
 BX1885  HISTORY     - 1970     GOOD             LADTD
 BX1885  HISTORY     - 1983     GOOD             LADTD
 BX1885  HISTORY     - 19950506 GOOD             USPSQD
 BX1885  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1885
 BX1885                          STATION DESCRIPTION
 BX1885
 BX1885'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1885'3.70 MI NE FROM ROBELINE.
 BX1885'LOCATED ABOUT 3.70 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1885'ROBELINE POST OFFICE.  1.0 MILE NORTHEAST OF B.M. 35V6.  0.10 MILES
 BX1885'NORTHEAST OF THE INTERSECTION OF A BLACK TOP PARISH ROAD LEADING SOUTH
 BX1885'OFF OF LOUISIANA HIGHWAY 6.  122 FEET SOUTHEAST OF THE CENTERLINE OF
 BX1885'LOUISIANA HIGHWAY 6.  29 FEET NORTH OF THE NORTHEAST CORNER OF A WOOD
 BX1885'FRAME HOUSE.  80 FEET EAST OF A LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT
 BX1885'OF WAY MARKER.  85 FEET EAST OF A POWER POLE WITH TWO GUY WIRES AND
 BX1885'ONE TRANSFORMER.  79 FEET SOUTHEAST OF THE EAST END OF A 18 INCH
 BX1885'CONCRETE PIPE SIDE DRAIN.  2 FEET EAST OF THE CORNER OF A FENCE. DISK
 BX1885'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND. A STEEL
 BX1885'WITNESS POST IS SET 1 FOOT NORTH NORTHWEST OF THE MARK. SECTION 36, T
 BX1885'9N, R 9W.
 BX1885
 BX1885                          STATION RECOVERY (1983)
 BX1885
 BX1885'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BX1885'RECOVERED IN GOOD CONDITION.
 BX1885
 BX1885                          STATION RECOVERY (1995)
 BX1885
 BX1885'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1885'RECOVERED IN GOOD CONDITION.
 BX1885
 BX1885                          STATION RECOVERY (2001)
 BX1885
 BX1885'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2350 ***********************************************************************
 BX2350  DESIGNATION -  35 V 70 LADH
 BX2350  PID         -  BX2350
 BX2350  STATE/COUNTY-  LA/NATCHITOCHES
 BX2350  USGS QUAD   -  POWHATAN (1992)
 BX2350
 BX2350                         *CURRENT SURVEY CONTROL
 BX2350  ___________________________________________________________________
 BX2350* NAD 83(1986)-  31 52 23.     (N)    093 12 03.     (W)     SCALED    
 BX2350* NAVD 88     -        37.582  (meters)     123.30   (feet)  ADJUSTED  
 BX2350  ___________________________________________________________________
 BX2350  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2350  DYNAMIC HT  -          37.538 (meters)     123.16  (feet)  COMP
 BX2350  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 BX2350
 BX2350  VERT ORDER  -  FIRST     CLASS I
 BX2350
 BX2350.The horizontal coordinates were scaled from a topographic map and have
 BX2350.an estimated accuracy of +/- 6 seconds.
 BX2350
 BX2350.The orthometric height was determined by differential leveling
 BX2350.and adjusted by the National Geodetic Survey in February 1994..
 BX2350
 BX2350.The geoid height was determined by GEOID03.
 BX2350
 BX2350.The dynamic height is computed by dividing the NAVD 88
 BX2350.geopotential number by the normal gravity value computed on the
 BX2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2350.degrees latitude (g = 980.6199 gals.).
 BX2350
 BX2350.The modeled gravity was interpolated from observed gravity values.
 BX2350
 BX2350;                    North         East    Units  Estimated Accuracy
 BX2350;SPC LA N     -   152,450.      933,690.      MT  (+/- 180 meters Scaled)
 BX2350
 BX2350                          SUPERSEDED SURVEY CONTROL
 BX2350
 BX2350  NAVD 88 (06/15/91)   37.581  (m)          123.30   (f) UNKNOWN     1 1
 BX2350  NGVD 29 (??/??/??)   37.634  (m)          123.47   (f) ADJUSTED    1 1
 BX2350
 BX2350.Superseded values are not recommended for survey control.
 BX2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2350.See file dsdata.txt to determine how the superseded data were derived.
 BX2350
 BX2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR810263(NAD 83)
 BX2350_MARKER: DD = SURVEY DISK
 BX2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2350_SP_SET: CONCRETE POST
 BX2350_STAMPING: 35 V 70 1977
 BX2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2350+STABILITY: SURFACE MOTION
 BX2350
 BX2350  HISTORY     - Date     Condition        Report By
 BX2350  HISTORY     - 1977     MONUMENTED       LADH
 BX2350
 BX2350                          STATION DESCRIPTION
 BX2350
 BX2350'DESCRIBED BY LA DEPT OF HIGHWAYS 1977
 BX2350'2.15 MI SE FROM POWHATAN.
 BX2350'ABOUT 2.15 MI SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN
 BX2350'POWHATAN, 9.3 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2350'OFFICE AT NATCHITOCHES, 75 FT NORTHEAST OF THE CENTERLINE OF STATE
 BX2350'HIGHWAY 1, 14 FT NORTHEAST OF BARB WIRE FENCE, 17 FT NORTHEAST OF
 BX2350'FENCE CORNER, 8 FT SOUTHWEST OF NATURAL GAS PIPELINE WARNING SIGN,
 BX2350'1 FT SOUTHEAST OF BARB WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2349 ***********************************************************************
 BX2349  DESIGNATION -  35 V 71 LADH
 BX2349  PID         -  BX2349
 BX2349  STATE/COUNTY-  LA/NATCHITOCHES
 BX2349  USGS QUAD   -  POWHATAN (1992)
 BX2349
 BX2349                         *CURRENT SURVEY CONTROL
 BX2349  ___________________________________________________________________
 BX2349* NAD 83(1986)-  31 51 59.     (N)    093 11 09.     (W)     SCALED    
 BX2349* NAVD 88     -        36.115  (meters)     118.49   (feet)  ADJUSTED  
 BX2349  ___________________________________________________________________
 BX2349  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2349  DYNAMIC HT  -          36.072 (meters)     118.35  (feet)  COMP
 BX2349  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 BX2349
 BX2349  VERT ORDER  -  FIRST     CLASS I
 BX2349
 BX2349.The horizontal coordinates were scaled from a topographic map and have
 BX2349.an estimated accuracy of +/- 6 seconds.
 BX2349
 BX2349.The orthometric height was determined by differential leveling
 BX2349.and adjusted by the National Geodetic Survey in February 1994..
 BX2349
 BX2349.The geoid height was determined by GEOID03.
 BX2349
 BX2349.The dynamic height is computed by dividing the NAVD 88
 BX2349.geopotential number by the normal gravity value computed on the
 BX2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2349.degrees latitude (g = 980.6199 gals.).
 BX2349
 BX2349.The modeled gravity was interpolated from observed gravity values.
 BX2349
 BX2349;                    North         East    Units  Estimated Accuracy
 BX2349;SPC LA N     -   151,700.      935,110.      MT  (+/- 180 meters Scaled)
 BX2349
 BX2349                          SUPERSEDED SURVEY CONTROL
 BX2349
 BX2349  NAVD 88 (06/15/91)   36.114  (m)          118.48   (f) UNKNOWN     1 1
 BX2349  NGVD 29 (??/??/??)   36.166  (m)          118.65   (f) ADJUSTED    1 1
 BX2349
 BX2349.Superseded values are not recommended for survey control.
 BX2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2349.See file dsdata.txt to determine how the superseded data were derived.
 BX2349
 BX2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR824256(NAD 83)
 BX2349_MARKER: DD = SURVEY DISK
 BX2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2349_SP_SET: CONCRETE POST
 BX2349_STAMPING: 35 V 71 1977
 BX2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2349+STABILITY: SURFACE MOTION
 BX2349
 BX2349  HISTORY     - Date     Condition        Report By
 BX2349  HISTORY     - 1977     MONUMENTED       LADH
 BX2349
 BX2349                          STATION DESCRIPTION
 BX2349
 BX2349'DESCRIBED BY LA DEPT OF HIGHWAYS 1977
 BX2349'3.2 MI SE FROM POWHATAN.
 BX2349'ABOUT 3.2 MI SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX2349'POWHATAN, 8.35 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2349'OFFICE AT NATCHITOCHES, 195 FT WEST OF CENTERLINE OF STATE HIGHWAY 1,
 BX2349'226 FT SOUTHWEST OF THE WEST END OF A CONCRETE 5 X 5 FT BOX CULVERT,
 BX2349'179 FT SOUTH OF STATE RIGHT-WAY-MARKER, 3 FT NORTH OF GATE POST, 1 FT
 BX2349'EAST OF COMBINATION MESH AND BARB WIRE FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2429 ***********************************************************************
 BX2429  DESIGNATION -  35 V 72 LADTD
 BX2429  PID         -  BX2429
 BX2429  STATE/COUNTY-  LA/NATCHITOCHES
 BX2429  USGS QUAD   -  POWHATAN (1992)
 BX2429
 BX2429                         *CURRENT SURVEY CONTROL
 BX2429  ___________________________________________________________________
 BX2429* NAD 83(1986)-  31 51 03.     (N)    093 10 37.     (W)     SCALED    
 BX2429* NAVD 88     -        36.34   (+/-2cm)     119.2    (feet)  VERTCON   
 BX2429  ___________________________________________________________________
 BX2429  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2429
 BX2429  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2429
 BX2429.The horizontal coordinates were scaled from a topographic map and have
 BX2429.an estimated accuracy of +/- 6 seconds.
 BX2429
 BX2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2429.The vertical order pertains to the NGVD 29 superseded value.
 BX2429
 BX2429.The geoid height was determined by GEOID03.
 BX2429
 BX2429;                    North         East    Units  Estimated Accuracy
 BX2429;SPC LA N     -   149,970.      935,940.      MT  (+/- 180 meters Scaled)
 BX2429
 BX2429                          SUPERSEDED SURVEY CONTROL
 BX2429
 BX2429  NGVD 29 (??/??/??)   36.393  (m)          119.40   (f) ADJUSTED    2 2
 BX2429
 BX2429.Superseded values are not recommended for survey control.
 BX2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2429.See file dsdata.txt to determine how the superseded data were derived.
 BX2429
 BX2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR832239(NAD 83)
 BX2429_MARKER: DD = SURVEY DISK
 BX2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2429_SP_SET: CONCRETE POST
 BX2429_STAMPING: 35 V 72 1977
 BX2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2429+STABILITY: SURFACE MOTION
 BX2429
 BX2429  HISTORY     - Date     Condition        Report By
 BX2429  HISTORY     - 1977     MONUMENTED       LADTD
 BX2429  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX2429
 BX2429                          STATION DESCRIPTION
 BX2429
 BX2429'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2429'2.15 MI SE FROM POWHATAN.
 BX2429'ABOUT 2.15 MI SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN
 BX2429'POWHATAN, 9.3 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2429'OFFICE AT NATCHITOCHES, 75 FT NORTHEAST OF THE CENTERLINE OF STATE
 BX2429'HIGHWAY 1, 14 FT NORTHEAST OF BARB WIRE FENCE, 17 FT NORTHEAST OF
 BX2429'FENCE CORNER, 8 FT SOUTHWEST OF NATURAL GAS PIPELINE WARNING SIGN,
 BX2429'1 FT SOUTHEAST OF BARB WIRE FENCE.
 BX2429
 BX2429                          STATION RECOVERY (2006)
 BX2429
 BX2429'RECOVERY NOTE BY US POWER SQUADRON 2006 (CVS)
 BX2429'A CASUAL SEARCH OF THE AREA DID NOT REVEAL THE MARK AND THERE IS A
 BX2429'PROBABILITY THAT FILL DIRT HAS COVERED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2430 ***********************************************************************
 BX2430  DESIGNATION -  35 V 73 LADTD
 BX2430  PID         -  BX2430
 BX2430  STATE/COUNTY-  LA/NATCHITOCHES
 BX2430  USGS QUAD   -  POWHATAN (1992)
 BX2430
 BX2430                         *CURRENT SURVEY CONTROL
 BX2430  ___________________________________________________________________
 BX2430* NAD 83(1986)-  31 50 11.     (N)    093 10 29.     (W)     SCALED    
 BX2430* NAVD 88     -        35.79   (+/-2cm)     117.4    (feet)  VERTCON   
 BX2430  ___________________________________________________________________
 BX2430  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX2430
 BX2430  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2430
 BX2430.The horizontal coordinates were scaled from a topographic map and have
 BX2430.an estimated accuracy of +/- 6 seconds.
 BX2430
 BX2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2430.The vertical order pertains to the NGVD 29 superseded value.
 BX2430
 BX2430.The geoid height was determined by GEOID03.
 BX2430
 BX2430;                    North         East    Units  Estimated Accuracy
 BX2430;SPC LA N     -   148,370.      936,140.      MT  (+/- 180 meters Scaled)
 BX2430
 BX2430                          SUPERSEDED SURVEY CONTROL
 BX2430
 BX2430  NGVD 29 (??/??/??)   35.839  (m)          117.58   (f) ADJUSTED    2 2
 BX2430
 BX2430.Superseded values are not recommended for survey control.
 BX2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2430.See file dsdata.txt to determine how the superseded data were derived.
 BX2430
 BX2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR834223(NAD 83)
 BX2430_MARKER: DD = SURVEY DISK
 BX2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2430_SP_SET: CONCRETE POST
 BX2430_STAMPING: 35 V 73 1977
 BX2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2430+STABILITY: SURFACE MOTION
 BX2430
 BX2430  HISTORY     - Date     Condition        Report By
 BX2430  HISTORY     - 1977     MONUMENTED       LADTD
 BX2430  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2430
 BX2430                          STATION DESCRIPTION
 BX2430
 BX2430'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2430'3.2 MI SE FROM POWHATAN.
 BX2430'ABOUT 3.2 MI SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX2430'POWHATAN, 8.35 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2430'OFFICE AT NATCHITOCHES, 195 FT WEST OF CENTERLINE OF STATE HIGHWAY 1,
 BX2430'226 FT SOUTHWEST OF THE WEST END OF A CONCRETE 5 X 5 FT BOX CULVERT,
 BX2430'179 FT SOUTH OF STATE RIGHT-WAY-MARKER, 3 FT NORTH OF GATE POST, 1 FT
 BX2430'EAST OF COMBINATION MESH AND BARB WIRE FENCE
 BX2430
 BX2430                          STATION RECOVERY (1995)
 BX2430
 BX2430'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2431 ***********************************************************************
 BX2431  DESIGNATION -  35 V 74 LADTD
 BX2431  PID         -  BX2431
 BX2431  STATE/COUNTY-  LA/NATCHITOCHES
 BX2431  USGS QUAD   -  POWHATAN (1992)
 BX2431
 BX2431                         *CURRENT SURVEY CONTROL
 BX2431  ___________________________________________________________________
 BX2431* NAD 83(1986)-  31 49 09.     (N)    093 10 05.     (W)     SCALED    
 BX2431* NAVD 88     -        33.93   (+/-2cm)     111.3    (feet)  VERTCON   
 BX2431  ___________________________________________________________________
 BX2431  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2431
 BX2431  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2431
 BX2431.The horizontal coordinates were scaled from a topographic map and have
 BX2431.an estimated accuracy of +/- 6 seconds.
 BX2431
 BX2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2431.The vertical order pertains to the NGVD 29 superseded value.
 BX2431
 BX2431.The geoid height was determined by GEOID03.
 BX2431
 BX2431;                    North         East    Units  Estimated Accuracy
 BX2431;SPC LA N     -   146,460.      936,760.      MT  (+/- 180 meters Scaled)
 BX2431
 BX2431                          SUPERSEDED SURVEY CONTROL
 BX2431
 BX2431  NGVD 29 (??/??/??)   33.984  (m)          111.50   (f) ADJUSTED    2 2
 BX2431
 BX2431.Superseded values are not recommended for survey control.
 BX2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2431.See file dsdata.txt to determine how the superseded data were derived.
 BX2431
 BX2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR840204(NAD 83)
 BX2431_MARKER: DD = SURVEY DISK
 BX2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2431_SP_SET: CONCRETE POST
 BX2431_STAMPING: 35 V 74 1977
 BX2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2431+STABILITY: SURFACE MOTION
 BX2431
 BX2431  HISTORY     - Date     Condition        Report By
 BX2431  HISTORY     - 1977     MONUMENTED       LADTD
 BX2431  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2431
 BX2431                          STATION DESCRIPTION
 BX2431
 BX2431'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2431'4.3 MI SE FROM POWHATAN.
 BX2431'ABOUT 4.3 MI SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX2431'POWHATAN, 7.25 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2431'OFFICE AT NATCHITOCHES, 200 FT WEST OF THE CENTERLINE OF STATE HIGHWAY
 BX2431'1, 69 FT SOUTH OF THE CENTER OF A DOUBLE SWING METAL GATE, 5 FT WEST
 BX2431'OF COMBINATION MESH AND BARB WIRE FENCE, 30 FT EAST OF THE BANK OF A
 BX2431'BORROW PIT POND OF WATER.
 BX2431
 BX2431                          STATION RECOVERY (1995)
 BX2431
 BX2431'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2432 ***********************************************************************
 BX2432  DESIGNATION -  35 V 75 LADTD
 BX2432  PID         -  BX2432
 BX2432  STATE/COUNTY-  LA/NATCHITOCHES
 BX2432  USGS QUAD   -  POWHATAN (1992)
 BX2432
 BX2432                         *CURRENT SURVEY CONTROL
 BX2432  ___________________________________________________________________
 BX2432* NAD 83(1986)-  31 48 15.     (N)    093 09 41.     (W)     SCALED    
 BX2432* NAVD 88     -        33.98   (+/-2cm)     111.5    (feet)  VERTCON   
 BX2432  ___________________________________________________________________
 BX2432  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2432
 BX2432  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2432
 BX2432.The horizontal coordinates were scaled from a topographic map and have
 BX2432.an estimated accuracy of +/- 6 seconds.
 BX2432
 BX2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2432.The vertical order pertains to the NGVD 29 superseded value.
 BX2432
 BX2432.The geoid height was determined by GEOID03.
 BX2432
 BX2432;                    North         East    Units  Estimated Accuracy
 BX2432;SPC LA N     -   144,790.      937,380.      MT  (+/- 180 meters Scaled)
 BX2432
 BX2432                          SUPERSEDED SURVEY CONTROL
 BX2432
 BX2432  NGVD 29 (??/??/??)   34.029  (m)          111.64   (f) ADJUSTED    2 2
 BX2432
 BX2432.Superseded values are not recommended for survey control.
 BX2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2432.See file dsdata.txt to determine how the superseded data were derived.
 BX2432
 BX2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR847187(NAD 83)
 BX2432_MARKER: DD = SURVEY DISK
 BX2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2432_SP_SET: CONCRETE POST
 BX2432_STAMPING: 35 V 75 1977
 BX2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2432+STABILITY: SURFACE MOTION
 BX2432
 BX2432  HISTORY     - Date     Condition        Report By
 BX2432  HISTORY     - 1977     MONUMENTED       LADTD
 BX2432  HISTORY     - 19950506 GOOD             USPSQD
 BX2432  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX2432
 BX2432                          STATION DESCRIPTION
 BX2432
 BX2432'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2432'5.35 MI SOUTH FROM POWHATAN.
 BX2432'ABOUT 5.35 SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX2432'POWHATAN, 6.2 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2432'OFFICE AT NATCHITOCHES, 107 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BX2432'1, 44 FT SOUTH OF THE CENTER OF DOUBLE SWING METAL GATE, 2 FT WEST OF
 BX2432'COMBINATION MESH AND BARB WIRE FENCE, .2 MI NORTH OF NORTH END OF
 BX2432'CONCRETE BRIDGE OVER BAYOU PIERRE.
 BX2432
 BX2432                          STATION RECOVERY (1995)
 BX2432
 BX2432'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2432'RECOVERED IN GOOD CONDITION.
 BX2432
 BX2432                          STATION RECOVERY (2006)
 BX2432
 BX2432'RECOVERY NOTE BY US POWER SQUADRON 2006 (CVS)
 BX2432'THERE IS PROBABLY 2 TO 3 FEET OF FILL DIRT COVERING THE MARK IF IT
 BX2432'STILL EXISTS.  THE SWING GATE REFERENCED IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2433 ***********************************************************************
 BX2433  DESIGNATION -  35 V 76 LADTD
 BX2433  PID         -  BX2433
 BX2433  STATE/COUNTY-  LA/NATCHITOCHES
 BX2433  USGS QUAD   -  POWHATAN (1992)
 BX2433
 BX2433                         *CURRENT SURVEY CONTROL
 BX2433  ___________________________________________________________________
 BX2433* NAD 83(1986)-  31 47 43.     (N)    093 09 19.     (W)     SCALED    
 BX2433* NAVD 88     -        55.25   (+/-2cm)     181.3    (feet)  VERTCON   
 BX2433  ___________________________________________________________________
 BX2433  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2433
 BX2433  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2433
 BX2433.The horizontal coordinates were scaled from a topographic map and have
 BX2433.an estimated accuracy of +/- 6 seconds.
 BX2433
 BX2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2433.The vertical order pertains to the NGVD 29 superseded value.
 BX2433
 BX2433.The geoid height was determined by GEOID03.
 BX2433
 BX2433;                    North         East    Units  Estimated Accuracy
 BX2433;SPC LA N     -   143,800.      937,950.      MT  (+/- 180 meters Scaled)
 BX2433
 BX2433                          SUPERSEDED SURVEY CONTROL
 BX2433
 BX2433  NGVD 29 (??/??/??)   55.295  (m)          181.41   (f) ADJUSTED    2 2
 BX2433
 BX2433.Superseded values are not recommended for survey control.
 BX2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2433.See file dsdata.txt to determine how the superseded data were derived.
 BX2433
 BX2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR853177(NAD 83)
 BX2433_MARKER: DD = SURVEY DISK
 BX2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2433_SP_SET: CONCRETE POST
 BX2433_STAMPING: 35 V 76 1977
 BX2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2433+STABILITY: SURFACE MOTION
 BX2433
 BX2433  HISTORY     - Date     Condition        Report By
 BX2433  HISTORY     - 1977     MONUMENTED       LADTD
 BX2433  HISTORY     - 19950506 GOOD             USPSQD
 BX2433  HISTORY     - 20060610 GOOD             USPSQD
 BX2433
 BX2433                          STATION DESCRIPTION
 BX2433
 BX2433'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2433'5.3 MI NW FROM NATCHITOCHES.
 BX2433'ABOUT 5.3 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2433'OFFICE AT NATCHITOCHES, .7 MI SOUTH OF CONCRETE BRIDGE OVER BAYOU
 BX2433'PIERRE, 116 FT NORTH OF THE CENTERLINE OF STATE HIGHWAY 1, 76 FT NORTH
 BX2433'OF A 24 IN CONCRETE SIDE DRAIN PIPE UNDER BLACKTOP ROAD LEADING NORTH,
 BX2433'57 FT WEST OF THE CENTER OF BLACKTOP ROAD LEADING NORTH, 7 FT WEST OF
 BX2433'STATE RIGHT-WAY-MARKER, 6 FT WEST OF FENCE CORNER, 1 FT SOUTH OF
 BX2433'COMBINATION MESH AND BARB WIRE FENCE
 BX2433
 BX2433                          STATION RECOVERY (1995)
 BX2433
 BX2433'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2433'RECOVERED IN GOOD CONDITION.
 BX2433
 BX2433                          STATION RECOVERY (2006)
 BX2433
 BX2433'RECOVERY NOTE BY US POWER SQUADRON 2006 (CVS)
 BX2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2434 ***********************************************************************
 BX2434  DESIGNATION -  35 V 77 LADTD
 BX2434  PID         -  BX2434
 BX2434  STATE/COUNTY-  LA/NATCHITOCHES
 BX2434  USGS QUAD   -  POWHATAN (1992)
 BX2434
 BX2434                         *CURRENT SURVEY CONTROL
 BX2434  ___________________________________________________________________
 BX2434* NAD 83(1986)-  31 47 33.     (N)    093 08 19.     (W)     SCALED    
 BX2434* NAVD 88     -        48.70   (+/-2cm)     159.8    (feet)  VERTCON   
 BX2434  ___________________________________________________________________
 BX2434  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2434
 BX2434  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2434
 BX2434.The horizontal coordinates were scaled from a topographic map and have
 BX2434.an estimated accuracy of +/- 6 seconds.
 BX2434
 BX2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2434.The vertical order pertains to the NGVD 29 superseded value.
 BX2434
 BX2434.The geoid height was determined by GEOID03.
 BX2434
 BX2434;                    North         East    Units  Estimated Accuracy
 BX2434;SPC LA N     -   143,480.      939,530.      MT  (+/- 180 meters Scaled)
 BX2434
 BX2434                          SUPERSEDED SURVEY CONTROL
 BX2434
 BX2434  NGVD 29 (??/??/??)   48.743  (m)          159.92   (f) ADJUSTED    2 2
 BX2434
 BX2434.Superseded values are not recommended for survey control.
 BX2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2434.See file dsdata.txt to determine how the superseded data were derived.
 BX2434
 BX2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR868174(NAD 83)
 BX2434_MARKER: DD = SURVEY DISK
 BX2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2434_SP_SET: CONCRETE POST
 BX2434_STAMPING: 35 V 77 1977
 BX2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2434+STABILITY: SURFACE MOTION
 BX2434
 BX2434  HISTORY     - Date     Condition        Report By
 BX2434  HISTORY     - 1977     MONUMENTED       LADTD
 BX2434  HISTORY     - 19950506 GOOD             USPSQD
 BX2434  HISTORY     - 20060610 GOOD             USPSQD
 BX2434
 BX2434                          STATION DESCRIPTION
 BX2434
 BX2434'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2434'4.3 MI NW FROM NATCHITOCHES.
 BX2434'ABOUT 4.3 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2434'OFFICE AT NATCHITOCHES, AT THE UNITED GAS PIPELINE CROSSING, 105 FT.
 BX2434'NORTH OF THE CENTERLINE OF STATE HIGHWAY 1, 37 FT NORTH OF A CONCRETE
 BX2434'PAVE DITCH, 9 FT NORTHWEST OF A POWER POLE, 4 FT WEST OF STATE RIGHT.
 BX2434'OF-WAY MARKER, 1 FT SOUTH OF COMBINATION MESH AND BARB WIRE FENCE,
 BX2434'64 FT EAST OF WARNING POST AND SIGN FOR UNITED GAS PIPELINE.
 BX2434
 BX2434                          STATION RECOVERY (1995)
 BX2434
 BX2434'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2434'RECOVERED IN GOOD CONDITION.
 BX2434
 BX2434                          STATION RECOVERY (2006)
 BX2434
 BX2434'RECOVERY NOTE BY US POWER SQUADRON 2006 (CVS)
 BX2434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2435 ***********************************************************************
 BX2435  DESIGNATION -  35 V 78 LADTD
 BX2435  PID         -  BX2435
 BX2435  STATE/COUNTY-  LA/NATCHITOCHES
 BX2435  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2435
 BX2435                         *CURRENT SURVEY CONTROL
 BX2435  ___________________________________________________________________
 BX2435* NAD 83(1986)-  31 47 09.     (N)    093 07 15.     (W)     SCALED    
 BX2435* NAVD 88     -        52.16   (+/-2cm)     171.1    (feet)  VERTCON   
 BX2435  ___________________________________________________________________
 BX2435  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2435
 BX2435  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2435
 BX2435.The horizontal coordinates were scaled from a topographic map and have
 BX2435.an estimated accuracy of +/- 6 seconds.
 BX2435
 BX2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2435.The vertical order pertains to the NGVD 29 superseded value.
 BX2435
 BX2435.The geoid height was determined by GEOID03.
 BX2435
 BX2435;                    North         East    Units  Estimated Accuracy
 BX2435;SPC LA N     -   142,740.      941,210.      MT  (+/- 180 meters Scaled)
 BX2435
 BX2435                          SUPERSEDED SURVEY CONTROL
 BX2435
 BX2435  NGVD 29 (??/??/??)   52.210  (m)          171.29   (f) ADJUSTED    2 2
 BX2435
 BX2435.Superseded values are not recommended for survey control.
 BX2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2435.See file dsdata.txt to determine how the superseded data were derived.
 BX2435
 BX2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR885167(NAD 83)
 BX2435_MARKER: DD = SURVEY DISK
 BX2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2435_SP_SET: CONCRETE POST
 BX2435_STAMPING: 35 V 78 1977
 BX2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2435+STABILITY: SURFACE MOTION
 BX2435
 BX2435  HISTORY     - Date     Condition        Report By
 BX2435  HISTORY     - 1977     MONUMENTED       LADTD
 BX2435  HISTORY     - 19950506 GOOD             USPSQD
 BX2435  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2435
 BX2435                          STATION DESCRIPTION
 BX2435
 BX2435'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2435'3.3 MI NW FROM NATCHITOCHES.
 BX2435'ABOUT 3.3 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2435'OFFICE AT NATCHITOCHES, AT THE TENNESSEE GAS PIPELINE CROSSING,
 BX2435'106 FT NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 1, 58 FT SOUTHEAST
 BX2435'OF POWER POLE, 25 FT NORTHWEST OF WARNING POST AND SIGN FOR TENNESSEE
 BX2435'GAS PIPELINE CROSSING, 123.5 FT NORTHWEST OF THE CENTER OF A METAL
 BX2435'DOUBLE SWING GATE, 1 FT SOUTHWEST OF COMBINATION MESH AND BARB WIRE
 BX2435'FENCE.
 BX2435
 BX2435                          STATION RECOVERY (1995)
 BX2435
 BX2435'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2435'RECOVERED IN GOOD CONDITION.
 BX2435
 BX2435                          STATION RECOVERY (2001)
 BX2435
 BX2435'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX2435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2436 ***********************************************************************
 BX2436  DESIGNATION -  35 V 79 LADTD
 BX2436  PID         -  BX2436
 BX2436  STATE/COUNTY-  LA/NATCHITOCHES
 BX2436  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2436
 BX2436                         *CURRENT SURVEY CONTROL
 BX2436  ___________________________________________________________________
 BX2436* NAD 83(1986)-  31 46 49.     (N)    093 06 27.     (W)     SCALED    
 BX2436* NAVD 88     -        52.16   (+/-2cm)     171.1    (feet)  VERTCON   
 BX2436  ___________________________________________________________________
 BX2436  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2436
 BX2436  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2436
 BX2436.The horizontal coordinates were scaled from a topographic map and have
 BX2436.an estimated accuracy of +/- 6 seconds.
 BX2436
 BX2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2436.The vertical order pertains to the NGVD 29 superseded value.
 BX2436
 BX2436.The geoid height was determined by GEOID03.
 BX2436
 BX2436;                    North         East    Units  Estimated Accuracy
 BX2436;SPC LA N     -   142,110.      942,460.      MT  (+/- 180 meters Scaled)
 BX2436
 BX2436                          SUPERSEDED SURVEY CONTROL
 BX2436
 BX2436  NGVD 29 (??/??/??)   52.204  (m)          171.27   (f) ADJUSTED    2 2
 BX2436
 BX2436.Superseded values are not recommended for survey control.
 BX2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2436.See file dsdata.txt to determine how the superseded data were derived.
 BX2436
 BX2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR898160(NAD 83)
 BX2436_MARKER: DD = SURVEY DISK
 BX2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2436_SP_SET: CONCRETE POST
 BX2436_STAMPING: 35 V 79 1977
 BX2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2436+STABILITY: SURFACE MOTION
 BX2436
 BX2436  HISTORY     - Date     Condition        Report By
 BX2436  HISTORY     - 1977     MONUMENTED       LADTD
 BX2436  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2436
 BX2436                          STATION DESCRIPTION
 BX2436
 BX2436'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2436'2.25 MI NW FROM NATCHITOCHES.
 BX2436'ABOUT 2.25 MI NORTH NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST
 BX2436'OFFICE AT NATCHITOCHES, .2 MI NORTH OF THE NATCHITOCHES PARISH CITY
 BX2436'LIMITS SIGN, 150 FT NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 1,
 BX2436'64 FT SOUTHEAST OF A POWER POLE, 1 FT SOUTHWEST OF A COMBINATION MESH
 BX2436'AND BARB WIRE FENCE
 BX2436
 BX2436                          STATION RECOVERY (2001)
 BX2436
 BX2436'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX2436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1886 ***********************************************************************
 BX1886  DESIGNATION -  35 V 8 LADH
 BX1886  PID         -  BX1886
 BX1886  STATE/COUNTY-  LA/NATCHITOCHES
 BX1886  USGS QUAD   -  PROVENCAL (1992)
 BX1886
 BX1886                         *CURRENT SURVEY CONTROL
 BX1886  ___________________________________________________________________
 BX1886* NAD 83(1986)-  31 43 01.     (N)    093 14 25.     (W)     SCALED    
 BX1886* NAVD 88     -        71.12   (+/-2cm)     233.3    (feet)  VERTCON   
 BX1886  ___________________________________________________________________
 BX1886  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1886
 BX1886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1886
 BX1886.The horizontal coordinates were scaled from a topographic map and have
 BX1886.an estimated accuracy of +/- 6 seconds.
 BX1886
 BX1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1886.The vertical order pertains to the NGVD 29 superseded value.
 BX1886
 BX1886.The geoid height was determined by GEOID03.
 BX1886
 BX1886;                    North         East    Units  Estimated Accuracy
 BX1886;SPC LA N     -   135,170.      929,840.      MT  (+/- 180 meters Scaled)
 BX1886
 BX1886                          SUPERSEDED SURVEY CONTROL
 BX1886
 BX1886  NGVD 29 (??/??/??)   71.170  (m)          233.50   (f) ADJUSTED    2 0
 BX1886
 BX1886.Superseded values are not recommended for survey control.
 BX1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1886.See file dsdata.txt to determine how the superseded data were derived.
 BX1886
 BX1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR772090(NAD 83)
 BX1886_MARKER: DD = SURVEY DISK
 BX1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1886_STAMPING: 35V8 1969
 BX1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1886+STABILITY: SURFACE MOTION
 BX1886
 BX1886  HISTORY     - Date     Condition        Report By
 BX1886  HISTORY     - 1969     MONUMENTED       LADH
 BX1886  HISTORY     - 1970     GOOD             LADTD
 BX1886  HISTORY     - 1983     GOOD             LADTD
 BX1886  HISTORY     - 20010922 GOOD             USPSQD
 BX1886  HISTORY     - 20051009 MARK NOT FOUND   USPSQD
 BX1886
 BX1886                          STATION DESCRIPTION
 BX1886
 BX1886'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1886'4.75 MI NE FROM ROBELINE.
 BX1886'LOCATED ABOUT 4.75 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1886'ROBELINE POST OFFICE.  1.05 MILES NORTHEAST OF B.M. 35V7.  61 FEET
 BX1886'SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 6.  48 FEET SOUTHWEST OF
 BX1886'THE WEST END OF A 18 INCH CONCRETE PIPE SIDE DRAIN.  2 FEET NORTHWEST
 BX1886'OF A FENCE CORNER.  82 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BX1886'RESIDENCE OF MR. W.S. GASS.  DISK IN TOP OF A CONCRETE POST PROJECTING
 BX1886'3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF
 BX1886'THE MARK.  SECTION 31, T 9N, R 8W.
 BX1886
 BX1886                          STATION RECOVERY (1983)
 BX1886
 BX1886'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BX1886'RECOVERED IN GOOD CONDITION.
 BX1886
 BX1886                          STATION RECOVERY (2001)
 BX1886
 BX1886'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1886'RECOVERED IN GOOD CONDITION.
 BX1886
 BX1886                          STATION RECOVERY (2005)
 BX1886
 BX1886'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2437 ***********************************************************************
 BX2437  DESIGNATION -  35 V 80 LADTD
 BX2437  PID         -  BX2437
 BX2437  STATE/COUNTY-  LA/NATCHITOCHES
 BX2437  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2437
 BX2437                         *CURRENT SURVEY CONTROL
 BX2437  ___________________________________________________________________
 BX2437* NAD 83(1986)-  31 46 05.     (N)    093 06 25.     (W)     SCALED    
 BX2437* NAVD 88     -        39.75   (+/-2cm)     130.4    (feet)  VERTCON   
 BX2437  ___________________________________________________________________
 BX2437  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2437
 BX2437  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2437
 BX2437.The horizontal coordinates were scaled from a topographic map and have
 BX2437.an estimated accuracy of +/- 6 seconds.
 BX2437
 BX2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2437.The vertical order pertains to the NGVD 29 superseded value.
 BX2437
 BX2437.The geoid height was determined by GEOID03.
 BX2437
 BX2437;                    North         East    Units  Estimated Accuracy
 BX2437;SPC LA N     -   140,760.      942,510.      MT  (+/- 180 meters Scaled)
 BX2437
 BX2437                          SUPERSEDED SURVEY CONTROL
 BX2437
 BX2437  NGVD 29 (??/??/??)   39.793  (m)          130.55   (f) ADJUSTED    2 2
 BX2437
 BX2437.Superseded values are not recommended for survey control.
 BX2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2437.See file dsdata.txt to determine how the superseded data were derived.
 BX2437
 BX2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR898147(NAD 83)
 BX2437_MARKER: DD = SURVEY DISK
 BX2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2437_SP_SET: CONCRETE POST
 BX2437_STAMPING: 35 V 80 1977
 BX2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2437+STABILITY: SURFACE MOTION
 BX2437
 BX2437  HISTORY     - Date     Condition        Report By
 BX2437  HISTORY     - 1977     MONUMENTED       LADTD
 BX2437  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2437
 BX2437                          STATION DESCRIPTION
 BX2437
 BX2437'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2437'2.1 MI NW FROM NATCHITOCHES.
 BX2437'ABOUT 1.65 MI NORTH ALONG STATE HIGHWAY 1 (BUSINESS) FROM THE POST
 BX2437'OFFICE AT NATCHITOCHES TO THE INTERSECTION OF STATE HIGHWAY 1 AND 3191
 BX2437'TURN LEFT ON STATE HIGHWAY 1 SOUTH FOR .5 MI AND THE MARKER ON THE
 BX2437'LEFT, .2 MI NORTH OF THE NORTH END OF CONCRETE BRIDGE OVER SIBLEY LAKE
 BX2437'130 FT EAST OF THE CENTERLINE OF STATE HIGHWAY 1, 38 FT NORTHEAST OF
 BX2437'THE NORTH END OF A 18 IN. CONCRETE SIDE DRAIN PIPE, 35 FT SOUTH OF A
 BX2437'FIRE HYDRANT, 13 FT NORTH OF A 15 IN. PINE TREE.
 BX2437
 BX2437                          STATION RECOVERY (1995)
 BX2437
 BX2437'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1887 ***********************************************************************
 BX1887  DESIGNATION -  35 V 9 LADH
 BX1887  PID         -  BX1887
 BX1887  STATE/COUNTY-  LA/NATCHITOCHES
 BX1887  USGS QUAD   -  PROVENCAL (1992)
 BX1887
 BX1887                         *CURRENT SURVEY CONTROL
 BX1887  ___________________________________________________________________
 BX1887* NAD 83(1986)-  31 43 01.     (N)    093 13 20.     (W)     SCALED    
 BX1887* NAVD 88     -        71.15   (+/-2cm)     233.4    (feet)  VERTCON   
 BX1887  ___________________________________________________________________
 BX1887  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX1887
 BX1887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1887
 BX1887.The horizontal coordinates were scaled from a topographic map and have
 BX1887.an estimated accuracy of +/- 6 seconds.
 BX1887
 BX1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1887.The vertical order pertains to the NGVD 29 superseded value.
 BX1887
 BX1887.The geoid height was determined by GEOID03.
 BX1887
 BX1887;                    North         East    Units  Estimated Accuracy
 BX1887;SPC LA N     -   135,160.      931,550.      MT  (+/- 180 meters Scaled)
 BX1887
 BX1887                          SUPERSEDED SURVEY CONTROL
 BX1887
 BX1887  NGVD 29 (??/??/??)   71.199  (m)          233.59   (f) ADJUSTED    2 0
 BX1887
 BX1887.Superseded values are not recommended for survey control.
 BX1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1887.See file dsdata.txt to determine how the superseded data were derived.
 BX1887
 BX1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR789090(NAD 83)
 BX1887_MARKER: DD = SURVEY DISK
 BX1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1887_STAMPING: 35V9 1969
 BX1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1887+STABILITY: SURFACE MOTION
 BX1887
 BX1887  HISTORY     - Date     Condition        Report By
 BX1887  HISTORY     - 1969     MONUMENTED       LADH
 BX1887  HISTORY     - 1970     GOOD             LADTD
 BX1887  HISTORY     - 20010922 GOOD             USPSQD
 BX1887  HISTORY     - 20051009 GOOD             USPSQD
 BX1887
 BX1887                          STATION DESCRIPTION
 BX1887
 BX1887'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1887'5.80 MI NE FROM ROBELINE.
 BX1887'LOCATED ABOUT 5.80 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE
 BX1887'ROBELINE POST OFFICE.  1.05 MILES NORTHEAST OF B.M. 35V8.  84 FEET
 BX1887'NORTH NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 6.  58 FEET
 BX1887'EAST OF A POWER POLE WITH ONE GUY WIRE.  4 FEET SOUTHWEST OF A 8 INCH
 BX1887'PINE TREE.  305 FEET NORTHWEST ACROSS LOUISIANA HIGHWAY 6 FROM MILE
 BX1887'POST 38.  DISK IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 BX1887'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH SOUTHWEST OF THE
 BX1887'MARK.  SECTION 32, T 9N, R 8W.
 BX1887
 BX1887                          STATION RECOVERY (2001)
 BX1887
 BX1887'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1887'RECOVERED IN GOOD CONDITION.
 BX1887
 BX1887                          STATION RECOVERY (2005)
 BX1887
 BX1887'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPM)
 BX1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0233 ***********************************************************************
 BJ0233  DESIGNATION -  35 WARL
 BJ0233  PID         -  BJ0233
 BJ0233  STATE/COUNTY-  LA/ST LANDRY
 BJ0233  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0233
 BJ0233                         *CURRENT SURVEY CONTROL
 BJ0233  ___________________________________________________________________
 BJ0233* NAD 83(1986)-  30 33 06.     (N)    091 45 24.     (W)     SCALED    
 BJ0233* NAVD 88     -         9.010  (meters)      29.56   (feet)  ADJUSTED  
 BJ0233  ___________________________________________________________________
 BJ0233  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0233  DYNAMIC HT  -           8.998 (meters)      29.52  (feet)  COMP
 BJ0233  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ0233
 BJ0233  VERT ORDER  -  FIRST     CLASS I
 BJ0233
 BJ0233.The horizontal coordinates were scaled from a topographic map and have
 BJ0233.an estimated accuracy of +/- 6 seconds.
 BJ0233
 BJ0233.The orthometric height was determined by differential leveling
 BJ0233.and adjusted by the National Geodetic Survey in February 1994..
 BJ0233
 BJ0233.The geoid height was determined by GEOID03.
 BJ0233
 BJ0233.The dynamic height is computed by dividing the NAVD 88
 BJ0233.geopotential number by the normal gravity value computed on the
 BJ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0233.degrees latitude (g = 980.6199 gals.).
 BJ0233
 BJ0233.The modeled gravity was interpolated from observed gravity values.
 BJ0233
 BJ0233;                    North         East    Units  Estimated Accuracy
 BJ0233;SPC LA S     -   227,490.      959,380.      MT  (+/- 180 meters Scaled)
 BJ0233
 BJ0233                          SUPERSEDED SURVEY CONTROL
 BJ0233
 BJ0233  NAVD 88 (06/15/91)    9.057  (m)           29.71   (f) UNKNOWN     1 1
 BJ0233  NGVD 29 (??/??/??)    9.028  (m)           29.62   (f) ADJUSTED    1 1
 BJ0233
 BJ0233.Superseded values are not recommended for survey control.
 BJ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0233.See file dsdata.txt to determine how the superseded data were derived.
 BJ0233
 BJ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP192805(NAD 83)
 BJ0233_MARKER: DD = SURVEY DISK
 BJ0233_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0233_SP_SET: 118 FT IRON PIPE
 BJ0233_STAMPING: PBM 35 WARL 1976 USE
 BJ0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0233
 BJ0233  HISTORY     - Date     Condition        Report By
 BJ0233  HISTORY     - 1976     MONUMENTED       USE
 BJ0233  HISTORY     - 1976     GOOD             NGS
 BJ0233
 BJ0233                          STATION DESCRIPTION
 BJ0233
 BJ0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0233'1.1 MI NORTH FROM KROTZ SPRINGS.
 BJ0233'1.1 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE,
 BJ0233'AT THE JUNCTION OF A GRAVELED ROAD LEADING NORTHEAST, 41 FT EAST
 BJ0233'OF THE CENTER LINE OF THE HIGHWAY, 32 FT SOUTHEAST OF THE CENTER
 BJ0233'LINE OF THE ROAD, 98 FT EAST OF AND ACROSS THE HIGHWAY FROM POWER
 BJ0233'LINE POLE NUMBER 756F WITH A TRANSFORMER, 23.5 FT SOUTH OF THE SOUTH
 BJ0233'END OF A GATE, 6.8 FT EAST OF A FENCE, A 1-INCH IRON PIPE WITH A
 BJ0233'DISK DRIVEN TO A DEPTH OF 118 FT ENCASED IN A 2-INCH IRON PIPE BORED
 BJ0233'TO A DEPTH OF 109 FT WITH A 3-INCH SCREW CAP FOR ACCESS, THE SCREW
 BJ0233'CAP PROJECTS 18 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1111 ***********************************************************************
 CP1111  DESIGNATION -  350 A BOLT
 CP1111  PID         -  CP1111
 CP1111  STATE/COUNTY-  LA/EAST CARROLL
 CP1111  USGS QUAD   -  MILLIKIN (1994)
 CP1111
 CP1111                         *CURRENT SURVEY CONTROL
 CP1111  ___________________________________________________________________
 CP1111* NAD 83(1986)-  32 54 58.     (N)    091 12 43.     (W)     SCALED    
 CP1111* NAVD 88     -        32.03   (+/-2cm)     105.1    (feet)  VERTCON   
 CP1111  ___________________________________________________________________
 CP1111  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1111
 CP1111  VERT ORDER  -  ? (See Below)
 CP1111
 CP1111.The horizontal coordinates were scaled from a topographic map and have
 CP1111.an estimated accuracy of +/- 6 seconds.
 CP1111
 CP1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1111.The vertical order pertains to the NGVD 29 superseded value.
 CP1111
 CP1111.The geoid height was determined by GEOID03.
 CP1111
 CP1111;                    North         East    Units  Estimated Accuracy
 CP1111;SPC LA N     -   268,620.    1,120,490.      MT  (+/- 180 meters Scaled)
 CP1111
 CP1111                          SUPERSEDED SURVEY CONTROL
 CP1111
 CP1111  NGVD 29 (??/??/92)   32.097  (m)          105.30   (f) ADJ UNCH    ?  
 CP1111
 CP1111.Superseded values are not recommended for survey control.
 CP1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1111.See file dsdata.txt to determine how the superseded data were derived.
 CP1111
 CP1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672434(NAD 83)
 CP1111_MARKER: B = BOLT
 CP1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1111_SP_SET: STONE
 CP1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1111+STABILITY: SURFACE MOTION
 CP1111
 CP1111  HISTORY     - Date     Condition        Report By
 CP1111  HISTORY     - UNK      MONUMENTED       DOD
 CP1111  HISTORY     - 1934     GOOD             DOD
 CP1111
 CP1111                          STATION DESCRIPTION
 CP1111
 CP1111'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1111'11 MI N FROM LAKE PROVIDENCE.
 CP1111'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1111'THE MISSISSIPPI RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 11
 CP1111'MILES NORTH OF LAKE PROVIDENCE, LA., 4 1/2 MI. SE OF MILLIKEN, 820
 CP1111'FEET SOUTHWEST OF GRAVEL HIGHWAY NO. 65.  1310 FEET WEST OF LEVEE
 CP1111'STATION NO. 300.  SOUTH OF NEGRO SCHOOL.  20 FEET EAST OF NEGRO HOUSE
 CP1111'IN SOUTHEAST CORNER OF YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1110 ***********************************************************************
 CP1110  DESIGNATION -  350 A CAP
 CP1110  PID         -  CP1110
 CP1110  STATE/COUNTY-  LA/EAST CARROLL
 CP1110  USGS QUAD   -  MILLIKIN (1994)
 CP1110
 CP1110                         *CURRENT SURVEY CONTROL
 CP1110  ___________________________________________________________________
 CP1110* NAD 83(1986)-  32 54 58.     (N)    091 12 43.     (W)     SCALED    
 CP1110* NAVD 88     -        33.24   (+/-2cm)     109.1    (feet)  VERTCON   
 CP1110  ___________________________________________________________________
 CP1110  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1110
 CP1110  VERT ORDER  -  ? (See Below)
 CP1110
 CP1110.The horizontal coordinates were scaled from a topographic map and have
 CP1110.an estimated accuracy of +/- 6 seconds.
 CP1110
 CP1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1110.The vertical order pertains to the NGVD 29 superseded value.
 CP1110
 CP1110.The geoid height was determined by GEOID03.
 CP1110
 CP1110;                    North         East    Units  Estimated Accuracy
 CP1110;SPC LA N     -   268,620.    1,120,490.      MT  (+/- 180 meters Scaled)
 CP1110
 CP1110                          SUPERSEDED SURVEY CONTROL
 CP1110
 CP1110  NGVD 29 (??/??/92)   33.307  (m)          109.27   (f) ADJ UNCH    ?  
 CP1110
 CP1110.Superseded values are not recommended for survey control.
 CP1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1110.See file dsdata.txt to determine how the superseded data were derived.
 CP1110
 CP1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672434(NAD 83)
 CP1110_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1110_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1110
 CP1110  HISTORY     - Date     Condition        Report By
 CP1110  HISTORY     - UNK      MONUMENTED       DOD
 CP1110  HISTORY     - 1934     GOOD             DOD
 CP1110
 CP1110                          STATION DESCRIPTION
 CP1110
 CP1110'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1110'11 MI N FROM LAKE PROVIDENCE.
 CP1110'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1110'THE MISSISSIPPI RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 11
 CP1110'MILES NORTH OF LAKE PROVIDENCE, LA., 4 1/2 MI. SE OF MILLIKEN, 820
 CP1110'FEET SOUTHWEST OF GRAVEL HIGHWAY NO. 65.  1310 FEET WEST OF LEVEE
 CP1110'STATION NO. 300.  SOUTH OF NEGRO SCHOOL.  20 FEET EAST OF NEGRO HOUSE
 CP1110'IN SOUTHEAST CORNER OF YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0702 ***********************************************************************
 CP0702  DESIGNATION -  3500 A BOLT
 CP0702  PID         -  CP0702
 CP0702  STATE/COUNTY-  LA/MADISON
 CP0702  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0702
 CP0702                         *CURRENT SURVEY CONTROL
 CP0702  ___________________________________________________________________
 CP0702* NAD 83(1986)-  32 18 55.     (N)    090 56 31.     (W)     SCALED    
 CP0702* NAVD 88     -        25.34   (+/-2cm)      83.1    (feet)  VERTCON   
 CP0702  ___________________________________________________________________
 CP0702  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0702
 CP0702  VERT ORDER  -  ? (See Below)
 CP0702
 CP0702.The horizontal coordinates were scaled from a topographic map and have
 CP0702.an estimated accuracy of +/- 6 seconds.
 CP0702
 CP0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0702.The vertical order pertains to the NGVD 29 superseded value.
 CP0702
 CP0702.The geoid height was determined by GEOID03.
 CP0702
 CP0702;                    North         East    Units  Estimated Accuracy
 CP0702;SPC LA N     -   202,330.    1,146,710.      MT  (+/- 180 meters Scaled)
 CP0702
 CP0702                          SUPERSEDED SURVEY CONTROL
 CP0702
 CP0702  NGVD 29 (??/??/92)   25.363  (m)           83.21   (f) ADJ UNCH    ?  
 CP0702
 CP0702.Superseded values are not recommended for survey control.
 CP0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0702.See file dsdata.txt to determine how the superseded data were derived.
 CP0702
 CP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR937772(NAD 83)
 CP0702_MARKER: B = BOLT
 CP0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0702_SP_SET: STONE
 CP0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0702+STABILITY: SURFACE MOTION
 CP0702
 CP0702  HISTORY     - Date     Condition        Report By
 CP0702  HISTORY     - UNK      MONUMENTED       DOD
 CP0702  HISTORY     - 1934     GOOD             DOD
 CP0702
 CP0702                          STATION DESCRIPTION
 CP0702
 CP0702'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0702'1 MI SW FROM DELTA POINT.
 CP0702'ABOUT 1 MILE SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0702'MADISON PARISH, ABOUT 645 FEET WEST OF LEVEE STATION 3500, ABOUT 2,000
 CP0702'FEET SOUTHWEST OF U.S. HIGHWAY 80, ABOUT 480 FEET NORTH OF A
 CP0702'TRIANGULAR-BLAZED 26-INCH COTTONWOOD TREE, ABOUT 170 FEET SOUTHEAST OF
 CP0702'A 40-INCH PECAN TREE, 75 FEET EAST OF A HOUSE, AND 3 FEET SOUTHEAST OF
 CP0702'A WIRE FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CP0702'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 CP0702'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0701 ***********************************************************************
 CP0701  DESIGNATION -  3500 A CAP
 CP0701  PID         -  CP0701
 CP0701  STATE/COUNTY-  LA/MADISON
 CP0701  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0701
 CP0701                         *CURRENT SURVEY CONTROL
 CP0701  ___________________________________________________________________
 CP0701* NAD 83(1986)-  32 18 56.     (N)    090 56 31.     (W)     SCALED    
 CP0701* NAVD 88     -        26.57   (+/-2cm)      87.2    (feet)  VERTCON   
 CP0701  ___________________________________________________________________
 CP0701  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0701
 CP0701  VERT ORDER  -  ? (See Below)
 CP0701
 CP0701.The horizontal coordinates were scaled from a topographic map and have
 CP0701.an estimated accuracy of +/- 6 seconds.
 CP0701
 CP0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0701.The vertical order pertains to the NGVD 29 superseded value.
 CP0701
 CP0701.The geoid height was determined by GEOID03.
 CP0701
 CP0701;                    North         East    Units  Estimated Accuracy
 CP0701;SPC LA N     -   202,360.    1,146,710.      MT  (+/- 180 meters Scaled)
 CP0701
 CP0701                          SUPERSEDED SURVEY CONTROL
 CP0701
 CP0701  NGVD 29 (??/??/92)   26.586  (m)           87.22   (f) ADJ UNCH    ?  
 CP0701
 CP0701.Superseded values are not recommended for survey control.
 CP0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0701.See file dsdata.txt to determine how the superseded data were derived.
 CP0701
 CP0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR937772(NAD 83)
 CP0701_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0701_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0701
 CP0701  HISTORY     - Date     Condition        Report By
 CP0701  HISTORY     - UNK      MONUMENTED       DOD
 CP0701  HISTORY     - 1934     GOOD             DOD
 CP0701
 CP0701                          STATION DESCRIPTION
 CP0701
 CP0701'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0701'1 MI SW FROM DELTA POINT.
 CP0701'ABOUT 1 MILE SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0701'MADISON PARISH, ABOUT 645 FEET WEST OF LEVEE STATION 3500, ABOUT 2,000
 CP0701'FEET SOUTHWEST OF U.S. HIGHWAY 80, ABOUT 480 FEET NORTH OF A
 CP0701'TRIANGULAR-BLAZED 26-INCH COTTONWOOD TREE, ABOUT 170 FEET SOUTHEAST OF
 CP0701'A 40-INCH PECAN TREE, 75 FEET EAST OF A HOUSE, AND 3 FEET SOUTHEAST OF
 CP0701'A WIRE FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS. U.S. ARMY,
 CP0701'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1747 ***********************************************************************
 CQ1747  DESIGNATION -  3512
 CQ1747  PID         -  CQ1747
 CQ1747  STATE/COUNTY-  LA/CADDO
 CQ1747  USGS QUAD   -  GREENWOOD (1982)
 CQ1747
 CQ1747                         *CURRENT SURVEY CONTROL
 CQ1747  ___________________________________________________________________
 CQ1747* NAD 83(1986)-  32 26 33.     (N)    093 57 30.     (W)     SCALED    
 CQ1747* NAVD 88     -        88.022  (meters)     288.79   (feet)  ADJUSTED  
 CQ1747  ___________________________________________________________________
 CQ1747  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1747  DYNAMIC HT  -          87.923 (meters)     288.46  (feet)  COMP
 CQ1747  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 CQ1747
 CQ1747  VERT ORDER  -  FIRST     CLASS II
 CQ1747
 CQ1747.The horizontal coordinates were scaled from a topographic map and have
 CQ1747.an estimated accuracy of +/- 6 seconds.
 CQ1747
 CQ1747.The orthometric height was determined by differential leveling
 CQ1747.and adjusted by the National Geodetic Survey in June 1991..
 CQ1747
 CQ1747.The geoid height was determined by GEOID03.
 CQ1747
 CQ1747.The dynamic height is computed by dividing the NAVD 88
 CQ1747.geopotential number by the normal gravity value computed on the
 CQ1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1747.degrees latitude (g = 980.6199 gals.).
 CQ1747
 CQ1747.The modeled gravity was interpolated from observed gravity values.
 CQ1747
 CQ1747;                    North         East    Units  Estimated Accuracy
 CQ1747;SPC LA N     -   216,300.      862,870.      MT  (+/- 180 meters Scaled)
 CQ1747
 CQ1747                          SUPERSEDED SURVEY CONTROL
 CQ1747
 CQ1747  NGVD 29 (??/??/??)   88.093  (m)          289.02   (f) ADJUSTED    1 2
 CQ1747
 CQ1747.Superseded values are not recommended for survey control.
 CQ1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1747.See file dsdata.txt to determine how the superseded data were derived.
 CQ1747
 CQ1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR099898(NAD 83)
 CQ1747_MARKER: DD = SURVEY DISK
 CQ1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1747_STAMPING: 3512
 CQ1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1747+STABILITY: SURFACE MOTION
 CQ1747
 CQ1747  HISTORY     - Date     Condition        Report By
 CQ1747  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1747  HISTORY     - 1954     GOOD             CGS
 CQ1747  HISTORY     - 1969     GOOD             LADTD
 CQ1747  HISTORY     - 1990     GOOD             USPSQD
 CQ1747  HISTORY     - 19990206 GOOD             USPSQD
 CQ1747
 CQ1747                          STATION DESCRIPTION
 CQ1747
 CQ1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CQ1747'1.0 MI E FROM GREENWOOD.
 CQ1747'1.0 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT GREENWOOD,
 CQ1747'141.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE WESTERNER CAFE, 31
 CQ1747'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF A POWER
 CQ1747'POLE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ1747'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CQ1747
 CQ1747                          STATION RECOVERY (1969)
 CQ1747
 CQ1747'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 CQ1747'LOCATED 0.93 MILES EAST ALONG UNITED STATES HIGHWAY 79 AND 80 FROM THE
 CQ1747'JUNCTION OF UNITED STATES HIGHWAY 79 AND 80 AND LOUISIANA HIGHWAY 169
 CQ1747'IN GREENWOOD, 141 FEET NORTHEAST OF NORTHWEST CORNER OF BRICK
 CQ1747'BUILDING, 138 FEET NORTH OF NORTHEAST CORNER OF BRICK BUILDING, 31
 CQ1747'FEET SOUTH OF CENTERLINE OF UNITED STATES HIGHWAY 79 AND 80, 22 FEET
 CQ1747'NORTHWEST OF A CONCRETE SIGN POST AND 17 FEET WEST OF A POWER POLE.
 CQ1747'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  A STEEL
 CQ1747'WITNESS POST IS SET 2.0 FEET SOUTH OF THE MARK.  SEC 25, T 17N, R 16W.
 CQ1747
 CQ1747                          STATION RECOVERY (1990)
 CQ1747
 CQ1747'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1747'RECOVERED IN GOOD CONDITION.
 CQ1747
 CQ1747                          STATION RECOVERY (1999)
 CQ1747
 CQ1747'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1746 ***********************************************************************
 CQ1746  DESIGNATION -  3513
 CQ1746  PID         -  CQ1746
 CQ1746  STATE/COUNTY-  LA/CADDO
 CQ1746  USGS QUAD   -  GREENWOOD (1982)
 CQ1746
 CQ1746                         *CURRENT SURVEY CONTROL
 CQ1746  ___________________________________________________________________
 CQ1746* NAD 83(1986)-  32 26 34.     (N)    093 58 06.     (W)     SCALED    
 CQ1746* NAVD 88     -        74.312  (meters)     243.81   (feet)  ADJUSTED  
 CQ1746  ___________________________________________________________________
 CQ1746  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1746  DYNAMIC HT  -          74.228 (meters)     243.53  (feet)  COMP
 CQ1746  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 CQ1746
 CQ1746  VERT ORDER  -  FIRST     CLASS II
 CQ1746
 CQ1746.The horizontal coordinates were scaled from a topographic map and have
 CQ1746.an estimated accuracy of +/- 6 seconds.
 CQ1746
 CQ1746.The orthometric height was determined by differential leveling
 CQ1746.and adjusted by the National Geodetic Survey in June 1991..
 CQ1746.WARNING-Repeat measurements at this control monument indicate possible
 CQ1746.vertical movement.
 CQ1746
 CQ1746.The geoid height was determined by GEOID03.
 CQ1746
 CQ1746.The dynamic height is computed by dividing the NAVD 88
 CQ1746.geopotential number by the normal gravity value computed on the
 CQ1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1746.degrees latitude (g = 980.6199 gals.).
 CQ1746
 CQ1746.The modeled gravity was interpolated from observed gravity values.
 CQ1746
 CQ1746;                    North         East    Units  Estimated Accuracy
 CQ1746;SPC LA N     -   216,340.      861,930.      MT  (+/- 180 meters Scaled)
 CQ1746
 CQ1746                          SUPERSEDED SURVEY CONTROL
 CQ1746
 CQ1746  NGVD 29 (??/??/??)   74.384  (m)          244.04   (f) ADJUSTED    1 2
 CQ1746
 CQ1746.Superseded values are not recommended for survey control.
 CQ1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1746.See file dsdata.txt to determine how the superseded data were derived.
 CQ1746
 CQ1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR089899(NAD 83)
 CQ1746_MARKER: DD = SURVEY DISK
 CQ1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1746_STAMPING: 3513
 CQ1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1746+STABILITY: SURFACE MOTION
 CQ1746
 CQ1746  HISTORY     - Date     Condition        Report By
 CQ1746  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1746  HISTORY     - 1954     GOOD             CGS
 CQ1746  HISTORY     - 1969     GOOD             LADTD
 CQ1746  HISTORY     - 1990     GOOD             USPSQD
 CQ1746  HISTORY     - 19990206 GOOD             USPSQD
 CQ1746
 CQ1746                          STATION DESCRIPTION
 CQ1746
 CQ1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CQ1746'0.4 MI E FROM GREENWOOD.
 CQ1746'0.4 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT GREENWOOD,
 CQ1746'0.1 MILE EAST OF A SMALL BRIDGE, ON TOP OF A SMALL KNOLL, 92 FEET
 CQ1746'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 61.7 FEET SOUTH OF A POWER
 CQ1746'POLE, 52.8 FEET SOUTH OF A FENCE, 30.3 FEET SOUTHEAST OF A 14 INCH
 CQ1746'HACKBERRY TREE, 52.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ1746'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CQ1746
 CQ1746                          STATION RECOVERY (1969)
 CQ1746
 CQ1746'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 CQ1746'LOCATED 0.27 MILES EAST ALONG UNITED STATES HIGHWAY 79 AND 80 FROM THE
 CQ1746'JUNCTION OF UNITED STATES HIGHWAY 79 AND 80 AND LOUISIANA HIGHWAY 169
 CQ1746'IN GREENWOOD, 108 FEET SOUTHEAST OF SOUTHEAST CORNER OF BRICK
 CQ1746'RESIDENCE, 92 FEET SOUTH OF THE CENTERLINE OF UNITED STATES HIGHWAY 79
 CQ1746'AND 80, 74 FEET SOUTHEAST OF POWER POLE 272 AT THE INTERSECTION OF
 CQ1746'POWER LINES, 60 FEET EAST OF 18 INCH OAK AND 8 FEET EAST OF A FENCE.
 CQ1746'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CQ1746'GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET NORTH OF THE MARK.  SEC
 CQ1746'26, T 17N, R 16W.
 CQ1746
 CQ1746                          STATION RECOVERY (1990)
 CQ1746
 CQ1746'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1746'RECOVERED IN GOOD CONDITION.
 CQ1746
 CQ1746                          STATION RECOVERY (1999)
 CQ1746
 CQ1746'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2354 ***********************************************************************
 CQ2354  DESIGNATION -  3525
 CQ2354  PID         -  CQ2354
 CQ2354  STATE/COUNTY-  LA/CADDO
 CQ2354  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2354
 CQ2354                         *CURRENT SURVEY CONTROL
 CQ2354  ___________________________________________________________________
 CQ2354* NAD 83(1986)-  32 20 49.     (N)    093 56 37.     (W)     SCALED    
 CQ2354* NAVD 88     -        83.783  (meters)     274.88   (feet)  ADJUSTED  
 CQ2354  ___________________________________________________________________
 CQ2354  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2354  DYNAMIC HT  -          83.688 (meters)     274.57  (feet)  COMP
 CQ2354  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 CQ2354
 CQ2354  VERT ORDER  -  SECOND    CLASS I
 CQ2354
 CQ2354.The horizontal coordinates were scaled from a topographic map and have
 CQ2354.an estimated accuracy of +/- 6 seconds.
 CQ2354
 CQ2354.The orthometric height was determined by differential leveling
 CQ2354.and adjusted by the National Geodetic Survey in June 1991..
 CQ2354
 CQ2354.The geoid height was determined by GEOID03.
 CQ2354
 CQ2354.The dynamic height is computed by dividing the NAVD 88
 CQ2354.geopotential number by the normal gravity value computed on the
 CQ2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2354.degrees latitude (g = 980.6199 gals.).
 CQ2354
 CQ2354.The modeled gravity was interpolated from observed gravity values.
 CQ2354
 CQ2354;                    North         East    Units  Estimated Accuracy
 CQ2354;SPC LA N     -   205,690.      864,120.      MT  (+/- 180 meters Scaled)
 CQ2354
 CQ2354                          SUPERSEDED SURVEY CONTROL
 CQ2354
 CQ2354  NGVD 29 (??/??/??)   83.850  (m)          275.10   (f) ADJUSTED    2 1
 CQ2354
 CQ2354.Superseded values are not recommended for survey control.
 CQ2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2354.See file dsdata.txt to determine how the superseded data were derived.
 CQ2354
 CQ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR112792(NAD 83)
 CQ2354_MARKER: DD = SURVEY DISK
 CQ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2354_STAMPING: 3525
 CQ2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2354+STABILITY: SURFACE MOTION
 CQ2354
 CQ2354  HISTORY     - Date     Condition        Report By
 CQ2354  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2354  HISTORY     - 1969     GOOD             LADTD
 CQ2354
 CQ2354                          STATION DESCRIPTION
 CQ2354
 CQ2354'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2354'2.5 MI N FROM SPRING RIDGE.
 CQ2354'LOCATED 2.5 MILES NORTH ALONG LOUISIANA STATE HIGHWAY 169 FROM THE
 CQ2354'INTERSECTION OF LOUISIANA STATE HIGHWAY 169 AND LOUISIANA STATE
 CQ2354'HIGHWAY 525 IN SPRING RIDGE.  IT IS 526 FEET SOUTH ALONG LOUISIANA
 CQ2354'STATE HIGHWAY 169 FROM THE TEXAS EASTERN PIPE LINE CROSSING.  156 FEET
 CQ2354'SOUTHWEST OF A POWER POLE NO. 2.  156 FEET SOUTH OF A FENCE CORNER. 53
 CQ2354'FEET WEST OF THE CENTERLINE OF LOUISIANA STATE HIGHWAY 169 AND 15 FEET
 CQ2354'WEST OF A WIRE FENCE.  IT IS A LOUISIANA GEODETIC SURVEY DISK SET IN
 CQ2354'THE TOP OF A CONCRETE POST 2 INCHES BELOW THE GROUND. IT IS 2 FEET
 CQ2354'WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2355 ***********************************************************************
 CQ2355  DESIGNATION -  3526
 CQ2355  PID         -  CQ2355
 CQ2355  STATE/COUNTY-  LA/CADDO
 CQ2355  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2355
 CQ2355                         *CURRENT SURVEY CONTROL
 CQ2355  ___________________________________________________________________
 CQ2355* NAD 83(1986)-  32 20 31.     (N)    093 56 43.     (W)     SCALED    
 CQ2355* NAVD 88     -        83.920  (meters)     275.33   (feet)  ADJUSTED  
 CQ2355  ___________________________________________________________________
 CQ2355  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2355  DYNAMIC HT  -          83.825 (meters)     275.02  (feet)  COMP
 CQ2355  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CQ2355
 CQ2355  VERT ORDER  -  SECOND    CLASS I
 CQ2355
 CQ2355.The horizontal coordinates were scaled from a topographic map and have
 CQ2355.an estimated accuracy of +/- 6 seconds.
 CQ2355
 CQ2355.The orthometric height was determined by differential leveling
 CQ2355.and adjusted by the National Geodetic Survey in June 1991..
 CQ2355
 CQ2355.The geoid height was determined by GEOID03.
 CQ2355
 CQ2355.The dynamic height is computed by dividing the NAVD 88
 CQ2355.geopotential number by the normal gravity value computed on the
 CQ2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2355.degrees latitude (g = 980.6199 gals.).
 CQ2355
 CQ2355.The modeled gravity was interpolated from observed gravity values.
 CQ2355
 CQ2355;                    North         East    Units  Estimated Accuracy
 CQ2355;SPC LA N     -   205,140.      863,950.      MT  (+/- 180 meters Scaled)
 CQ2355
 CQ2355                          SUPERSEDED SURVEY CONTROL
 CQ2355
 CQ2355  NGVD 29 (??/??/??)   83.987  (m)          275.55   (f) ADJUSTED    2 1
 CQ2355
 CQ2355.Superseded values are not recommended for survey control.
 CQ2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2355.See file dsdata.txt to determine how the superseded data were derived.
 CQ2355
 CQ2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR110787(NAD 83)
 CQ2355_MARKER: DD = SURVEY DISK
 CQ2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2355_STAMPING: 3526
 CQ2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2355+STABILITY: SURFACE MOTION
 CQ2355
 CQ2355  HISTORY     - Date     Condition        Report By
 CQ2355  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2355  HISTORY     - 1969     GOOD             LADTD
 CQ2355
 CQ2355                          STATION DESCRIPTION
 CQ2355
 CQ2355'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2355'2.1 MI N FROM SPRING RIDGE.
 CQ2355'LOCATED 2.1 MILES NORTH ALONG LOUISIANA HIGHWAY 169 FROM ITS
 CQ2355'INTERSECTION WITH LOUISIANA HIGHWAY 525 IN SPRING RIDGE TO THE MARK ON
 CQ2355'THE LEFT.  IT IS 278 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 CQ2355'RESIDENCE.  106 FEET NORTHWEST OF A POWER POLE NO. 8.  45 FEET WEST OF
 CQ2355'THE CENTERLINE OF LOUISIANA HIGHWAY 169.  40 FEET NORTHWEST OF POWER
 CQ2355'POLE NO. 7.  2 FEET EAST OF A WIRE FENCE AND 1.5 FEET EAST OF A METAL
 CQ2355'WITNESS POST.  IT IS A LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP
 CQ2355'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2357 ***********************************************************************
 CQ2357  DESIGNATION -  3527
 CQ2357  PID         -  CQ2357
 CQ2357  STATE/COUNTY-  LA/CADDO
 CQ2357  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2357
 CQ2357                         *CURRENT SURVEY CONTROL
 CQ2357  ___________________________________________________________________
 CQ2357* NAD 83(1986)-  32 20 13.     (N)    093 56 37.     (W)     SCALED    
 CQ2357* NAVD 88     -        96.308  (meters)     315.97   (feet)  ADJUSTED  
 CQ2357  ___________________________________________________________________
 CQ2357  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ2357  DYNAMIC HT  -          96.199 (meters)     315.61  (feet)  COMP
 CQ2357  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 CQ2357
 CQ2357  VERT ORDER  -  SECOND    CLASS I
 CQ2357
 CQ2357.The horizontal coordinates were scaled from a topographic map and have
 CQ2357.an estimated accuracy of +/- 6 seconds.
 CQ2357
 CQ2357.The orthometric height was determined by differential leveling
 CQ2357.and adjusted by the National Geodetic Survey in June 1991..
 CQ2357
 CQ2357.The geoid height was determined by GEOID03.
 CQ2357
 CQ2357.The dynamic height is computed by dividing the NAVD 88
 CQ2357.geopotential number by the normal gravity value computed on the
 CQ2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2357.degrees latitude (g = 980.6199 gals.).
 CQ2357
 CQ2357.The modeled gravity was interpolated from observed gravity values.
 CQ2357
 CQ2357;                    North         East    Units  Estimated Accuracy
 CQ2357;SPC LA N     -   204,580.      864,100.      MT  (+/- 180 meters Scaled)
 CQ2357
 CQ2357                          SUPERSEDED SURVEY CONTROL
 CQ2357
 CQ2357  NGVD 29 (??/??/??)   96.374  (m)          316.19   (f) ADJUSTED    2 1
 CQ2357
 CQ2357.Superseded values are not recommended for survey control.
 CQ2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2357.See file dsdata.txt to determine how the superseded data were derived.
 CQ2357
 CQ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR111781(NAD 83)
 CQ2357_MARKER: DD = SURVEY DISK
 CQ2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2357_STAMPING: 3527
 CQ2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2357+STABILITY: SURFACE MOTION
 CQ2357
 CQ2357  HISTORY     - Date     Condition        Report By
 CQ2357  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2357  HISTORY     - 1969     GOOD             LADTD
 CQ2357
 CQ2357                          STATION DESCRIPTION
 CQ2357
 CQ2357'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2357'1.7 MI N FROM SPRING RIDGE.
 CQ2357'LOCATED 1.7 MILES NORTH ALONG LOUISIANA HIGHWAY 169 FROM ITS
 CQ2357'INTERSECTION WITH LOUISIANA HIGHWAY 525 IN SPRING RIDGE.  IT IS 158
 CQ2357'FEET NORTHWEST OF A WATER WELL.  148 FEET NORTHWEST OF THE NORTHWEST
 CQ2357'CORNER OF A FRAME RESIDENCE.  50 FEET WEST OF A POWER POLE.  44 FEET
 CQ2357'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 169.  15 FEET EAST OF A
 CQ2357'METAL WITNESS POST.  IT IS A LOUISIANA GEODETIC SURVEY DISK SET IN THE
 CQ2357'TOP OF A CONCRETE POST 8 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2359 ***********************************************************************
 CQ2359  DESIGNATION -  3529
 CQ2359  PID         -  CQ2359
 CQ2359  STATE/COUNTY-  LA/CADDO
 CQ2359  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2359
 CQ2359                         *CURRENT SURVEY CONTROL
 CQ2359  ___________________________________________________________________
 CQ2359* NAD 83(1986)-  32 19 37.     (N)    093 56 49.     (W)     SCALED    
 CQ2359* NAVD 88     -       101.346  (meters)     332.50   (feet)  ADJUSTED  
 CQ2359  ___________________________________________________________________
 CQ2359  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ2359  DYNAMIC HT  -         101.230 (meters)     332.12  (feet)  COMP
 CQ2359  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 CQ2359
 CQ2359  VERT ORDER  -  SECOND    CLASS I
 CQ2359
 CQ2359.The horizontal coordinates were scaled from a topographic map and have
 CQ2359.an estimated accuracy of +/- 6 seconds.
 CQ2359
 CQ2359.The orthometric height was determined by differential leveling
 CQ2359.and adjusted by the National Geodetic Survey in June 1991..
 CQ2359
 CQ2359.The geoid height was determined by GEOID03.
 CQ2359
 CQ2359.The dynamic height is computed by dividing the NAVD 88
 CQ2359.geopotential number by the normal gravity value computed on the
 CQ2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2359.degrees latitude (g = 980.6199 gals.).
 CQ2359
 CQ2359.The modeled gravity was interpolated from observed gravity values.
 CQ2359
 CQ2359;                    North         East    Units  Estimated Accuracy
 CQ2359;SPC LA N     -   203,470.      863,770.      MT  (+/- 180 meters Scaled)
 CQ2359
 CQ2359                          SUPERSEDED SURVEY CONTROL
 CQ2359
 CQ2359  NGVD 29 (??/??/??)  101.410  (m)          332.71   (f) ADJUSTED    2 1
 CQ2359
 CQ2359.Superseded values are not recommended for survey control.
 CQ2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2359.See file dsdata.txt to determine how the superseded data were derived.
 CQ2359
 CQ2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR108770(NAD 83)
 CQ2359_MARKER: DD = SURVEY DISK
 CQ2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2359_STAMPING: 3529
 CQ2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2359+STABILITY: SURFACE MOTION
 CQ2359
 CQ2359  HISTORY     - Date     Condition        Report By
 CQ2359  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2359  HISTORY     - 1969     GOOD             LADTD
 CQ2359  HISTORY     - 19990213 POOR             USPSQD
 CQ2359
 CQ2359                          STATION DESCRIPTION
 CQ2359
 CQ2359'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2359'0.8 MI N FROM SPRING RIDGE.
 CQ2359'LOCATED 0.8 MILE NORTH ALONG LOUISIANA HIGHWAY 169 FROM THE JUNCTION
 CQ2359'WITH LOUISIANA HIGHWAY 525 IN SPRING RIDGE TO THE MARK ON THE LEFT. IT
 CQ2359'IS 250 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME RESIDENCE.
 CQ2359'145 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE. 140
 CQ2359'FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTHEAST CORNER OF A
 CQ2359'CONCRETE AND METAL SHOP BUILDING.  95 FEET WEST OF THE CENTERLINE OF
 CQ2359'LOUISIANA HIGHWAY 169.  2 FEET EAST OF A METAL WITNESS POST. IT IS A
 CQ2359'LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 CQ2359'WITH THE GROUND.
 CQ2359
 CQ2359                          STATION RECOVERY (1999)
 CQ2359
 CQ2359'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2359'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2360 ***********************************************************************
 CQ2360  DESIGNATION -  3530
 CQ2360  PID         -  CQ2360
 CQ2360  STATE/COUNTY-  LA/CADDO
 CQ2360  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2360
 CQ2360                         *CURRENT SURVEY CONTROL
 CQ2360  ___________________________________________________________________
 CQ2360* NAD 83(1986)-  32 19 07.     (N)    093 56 49.     (W)     SCALED    
 CQ2360* NAVD 88     -        92.511  (meters)     303.51   (feet)  ADJUSTED  
 CQ2360  ___________________________________________________________________
 CQ2360  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2360  DYNAMIC HT  -          92.406 (meters)     303.17  (feet)  COMP
 CQ2360  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 CQ2360
 CQ2360  VERT ORDER  -  SECOND    CLASS I
 CQ2360
 CQ2360.The horizontal coordinates were scaled from a topographic map and have
 CQ2360.an estimated accuracy of +/- 6 seconds.
 CQ2360
 CQ2360.The orthometric height was determined by differential leveling
 CQ2360.and adjusted by the National Geodetic Survey in June 1991..
 CQ2360
 CQ2360.The geoid height was determined by GEOID03.
 CQ2360
 CQ2360.The dynamic height is computed by dividing the NAVD 88
 CQ2360.geopotential number by the normal gravity value computed on the
 CQ2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2360.degrees latitude (g = 980.6199 gals.).
 CQ2360
 CQ2360.The modeled gravity was interpolated from observed gravity values.
 CQ2360
 CQ2360;                    North         East    Units  Estimated Accuracy
 CQ2360;SPC LA N     -   202,550.      863,760.      MT  (+/- 180 meters Scaled)
 CQ2360
 CQ2360                          SUPERSEDED SURVEY CONTROL
 CQ2360
 CQ2360  NGVD 29 (??/??/??)   92.576  (m)          303.73   (f) ADJUSTED    2 1
 CQ2360
 CQ2360.Superseded values are not recommended for survey control.
 CQ2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2360.See file dsdata.txt to determine how the superseded data were derived.
 CQ2360
 CQ2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR108761(NAD 83)
 CQ2360_MARKER: DD = SURVEY DISK
 CQ2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2360_STAMPING: 3530
 CQ2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2360+STABILITY: SURFACE MOTION
 CQ2360
 CQ2360  HISTORY     - Date     Condition        Report By
 CQ2360  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2360  HISTORY     - 1969     GOOD             LADTD
 CQ2360  HISTORY     - 19990213 GOOD             USPSQD
 CQ2360
 CQ2360                          STATION DESCRIPTION
 CQ2360
 CQ2360'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2360'0.5 MI N FROM SPRING RIDGE.
 CQ2360'LOCATED 0.5 MILE NORTH ALONG LOUISIANA HIGHWAY 169 FROM ITS
 CQ2360'INTERSECTION WITH STATE HIGHWAY 525 IN SPRING RIDGE.  IT IS 174 FEET
 CQ2360'SOUTHEAST OF THE SOUTHEAST CORNER OF A RESIDENCE.  147 FEET NORTH OF A
 CQ2360'TEXAS GAS COMPANY CONCRETE PIPELINE MARKER.  57 FEET NORTH OF AN 8
 CQ2360'INCH CEDAR TREE.  37 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CQ2360'169.  15 FEET SOUTHEAST OF A FENCE CORNER.  7 FEET EAST OF A WIRE
 CQ2360'FENCE AND 2 FEET EAST OF A METAL WITNESS POST.  IT IS A LOUISIANA
 CQ2360'GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CQ2360'GROUND.
 CQ2360
 CQ2360                          STATION RECOVERY (1999)
 CQ2360
 CQ2360'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3928 ***********************************************************************
 BJ3928  DESIGNATION -  355
 BJ3928  PID         -  BJ3928
 BJ3928  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3928  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3928
 BJ3928                         *CURRENT SURVEY CONTROL
 BJ3928  ___________________________________________________________________
 BJ3928* NAD 83(1986)-  30 26 29.     (N)    091 02 18.     (W)     SCALED    
 BJ3928* NAVD 88     -        13.009  (meters)      42.68   (feet)  ADJUSTED  
 BJ3928  ___________________________________________________________________
 BJ3928  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3928  DYNAMIC HT  -          12.992 (meters)      42.62  (feet)  COMP
 BJ3928  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BJ3928
 BJ3928  VERT ORDER  -  SECOND    CLASS II
 BJ3928
 BJ3928.The horizontal coordinates were scaled from a topographic map and have
 BJ3928.an estimated accuracy of +/- 6 seconds.
 BJ3928
 BJ3928.The orthometric height was determined by differential leveling
 BJ3928.and adjusted by the National Geodetic Survey in February 1994..
 BJ3928
 BJ3928.The geoid height was determined by GEOID03.
 BJ3928
 BJ3928.The dynamic height is computed by dividing the NAVD 88
 BJ3928.geopotential number by the normal gravity value computed on the
 BJ3928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3928.degrees latitude (g = 980.6199 gals.).
 BJ3928
 BJ3928.The modeled gravity was interpolated from observed gravity values.
 BJ3928
 BJ3928;                    North         East    Units  Estimated Accuracy
 BJ3928;SPC LA S     -   215,230.    1,028,340.      MT  (+/- 180 meters Scaled)
 BJ3928
 BJ3928                          SUPERSEDED SURVEY CONTROL
 BJ3928
 BJ3928.No superseded survey control is available for this station.
 BJ3928
 BJ3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP883693(NAD 83)
 BJ3928_MARKER: DB = BENCH MARK DISK
 BJ3928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3928_SP_SET: CONCRETE POST
 BJ3928_STAMPING: 355
 BJ3928_MARK LOGO: LAGS  
 BJ3928_PROJECTION: FLUSH
 BJ3928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3928+STABILITY: SURFACE MOTION
 BJ3928
 BJ3928  HISTORY     - Date     Condition        Report By
 BJ3928  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3928  HISTORY     - 1987     GOOD             LA-033
 BJ3928  HISTORY     - 19870817 GOOD             USPSQD
 BJ3928
 BJ3928                          STATION DESCRIPTION
 BJ3928
 BJ3928'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3928'IN BATON ROUGE.
 BJ3928'4.2 KM EAST ALONG LA HIGHWAY 426 (OLD HAMMOND HIGHWAY) FROM THE
 BJ3928'INTERSECTION OF U.S. HIGHWAY 61 IN BATON ROUGE, 8.9 METERS SOUTH OF
 BJ3928'THE CENTERLINE OF THE HIGHWAY, 8.8 METERS WEST-NORTHWEST OF THE
 BJ3928'NORTHWEST CORNER OF A FENCE, 11.9 METERS NORTHEAST OF A 30-INCH
 BJ3928'MAGNOLIA TREE, AND 59.4 METERS EAST OF THE SET LINE OF ELWICH DRIVE
 BJ3928'LEADING TO WICKLAND TERRACE SUB-DIVISION.
 BJ3928
 BJ3928                          STATION RECOVERY (1987)
 BJ3928
 BJ3928'RECOVERY NOTE BY US POWER SQUADRON 1987 (RDP)
 BJ3928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0703 ***********************************************************************
 CP0703  DESIGNATION -  3550 A CAP
 CP0703  PID         -  CP0703
 CP0703  STATE/COUNTY-  LA/MADISON
 CP0703  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0703
 CP0703                         *CURRENT SURVEY CONTROL
 CP0703  ___________________________________________________________________
 CP0703* NAD 83(1986)-  32 18 31.     (N)    090 57 20.     (W)     SCALED    
 CP0703* NAVD 88     -        26.30   (+/-2cm)      86.3    (feet)  VERTCON   
 CP0703  ___________________________________________________________________
 CP0703  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0703
 CP0703  VERT ORDER  -  ? (See Below)
 CP0703
 CP0703.The horizontal coordinates were scaled from a topographic map and have
 CP0703.an estimated accuracy of +/- 6 seconds.
 CP0703
 CP0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0703.The vertical order pertains to the NGVD 29 superseded value.
 CP0703
 CP0703.The geoid height was determined by GEOID03.
 CP0703
 CP0703;                    North         East    Units  Estimated Accuracy
 CP0703;SPC LA N     -   201,570.    1,145,440.      MT  (+/- 180 meters Scaled)
 CP0703
 CP0703                          SUPERSEDED SURVEY CONTROL
 CP0703
 CP0703  NGVD 29 (??/??/92)   26.318  (m)           86.34   (f) ADJ UNCH    ?  
 CP0703
 CP0703.Superseded values are not recommended for survey control.
 CP0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0703.See file dsdata.txt to determine how the superseded data were derived.
 CP0703
 CP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR924764(NAD 83)
 CP0703_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0703_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0703_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0703
 CP0703  HISTORY     - Date     Condition        Report By
 CP0703  HISTORY     - UNK      MONUMENTED       DOD
 CP0703  HISTORY     - 1934     GOOD             DOD
 CP0703
 CP0703                          STATION DESCRIPTION
 CP0703
 CP0703'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0703'2 MI SW FROM DELTA POINT.
 CP0703'ABOUT 2 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0703'MADISON PARISH, ABOUT 642 FEET NORTHWEST OF LEVEE STATION 3550, ABOUT
 CP0703'400 FEET NORTHEAST OF STABLES AND STOCKPENS, ABOUT 380 FEET NORTHWEST
 CP0703'OF A TRIANGULAR-BLAZED 30-INCH WILLOW TREE, ABOUT 340 FEET NORTHWEST
 CP0703'OF A HOUSE, ABOUT 360 FEET NORTHEAST OF THE NORTHWEST EDGE OF A
 CP0703'CHIMNEY, AND 3 FEET SOUTH OF A WIRE FENCE.  AN IRON PIPE BEARING A
 CP0703'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1598 ***********************************************************************
 BJ1598  DESIGNATION -  35.9
 BJ1598  PID         -  BJ1598
 BJ1598  STATE/COUNTY-  LA/ST TAMMANY
 BJ1598  USGS QUAD   -  MADISONVILLE (1979)
 BJ1598
 BJ1598                         *CURRENT SURVEY CONTROL
 BJ1598  ___________________________________________________________________
 BJ1598* NAD 83(1986)-  30 29 55.     (N)    090 14 17.     (W)     SCALED    
 BJ1598* NAVD 88     -        10.67   (+/-2cm)      35.0    (feet)  VERTCON   
 BJ1598  ___________________________________________________________________
 BJ1598  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ1598
 BJ1598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1598
 BJ1598.The horizontal coordinates were scaled from a topographic map and have
 BJ1598.an estimated accuracy of +/- 6 seconds.
 BJ1598
 BJ1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1598.The vertical order pertains to the NGVD 29 superseded value.
 BJ1598
 BJ1598.The geoid height was determined by GEOID03.
 BJ1598
 BJ1598;                    North         East    Units  Estimated Accuracy
 BJ1598;SPC LA S     -   222,040.    1,105,140.      MT  (+/- 180 meters Scaled)
 BJ1598
 BJ1598                          SUPERSEDED SURVEY CONTROL
 BJ1598
 BJ1598  NGVD 29 (??/??/??)   10.692  (m)           35.08   (f) ADJUSTED    2 0
 BJ1598
 BJ1598.Superseded values are not recommended for survey control.
 BJ1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1598.See file dsdata.txt to determine how the superseded data were derived.
 BJ1598
 BJ1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP650772(NAD 83)
 BJ1598_MARKER: Z = SEE DESCRIPTION
 BJ1598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1598_SP_SET: CULVERT
 BJ1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1598
 BJ1598  HISTORY     - Date     Condition        Report By
 BJ1598  HISTORY     - 1934     MONUMENTED       USGS
 BJ1598  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1598
 BJ1598                          STATION DESCRIPTION
 BJ1598
 BJ1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1598'2.2 MI W FROM GOODBEE.
 BJ1598'2.2 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 BJ1598'GOODBEE, ST. TAMMANY PARISH, 180 FEET EAST OF MILEPOST C 8, AT A SMALL
 BJ1598'ROUND CONCRETE CULVERT UNDER THE TRACK, AND ON THE TOP OF THE NORTH
 BJ1598'END.  A PAINTED SQUARE, MARKED 35.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3231 ***********************************************************************
 BJ3231  DESIGNATION -  36
 BJ3231  PID         -  BJ3231
 BJ3231  STATE/COUNTY-  LA/ST LANDRY
 BJ3231  USGS QUAD   -  COW BAYOU (1992)
 BJ3231
 BJ3231                         *CURRENT SURVEY CONTROL
 BJ3231  ___________________________________________________________________
 BJ3231* NAD 83(1986)-  30 21 34.     (N)    091 31 16.     (W)     SCALED    
 BJ3231* NAVD 88     -         3.471  (meters)      11.39   (feet)  ADJUSTED  
 BJ3231  ___________________________________________________________________
 BJ3231  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ3231  DYNAMIC HT  -           3.466 (meters)      11.37  (feet)  COMP
 BJ3231  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 BJ3231
 BJ3231  VERT ORDER  -  FIRST     CLASS I
 BJ3231
 BJ3231.The horizontal coordinates were scaled from a topographic map and have
 BJ3231.an estimated accuracy of +/- 6 seconds.
 BJ3231
 BJ3231.The orthometric height was determined by differential leveling
 BJ3231.and adjusted by the National Geodetic Survey in February 1994..
 BJ3231
 BJ3231.The geoid height was determined by GEOID03.
 BJ3231
 BJ3231.The dynamic height is computed by dividing the NAVD 88
 BJ3231.geopotential number by the normal gravity value computed on the
 BJ3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3231.degrees latitude (g = 980.6199 gals.).
 BJ3231
 BJ3231.The modeled gravity was interpolated from observed gravity values.
 BJ3231
 BJ3231;                    North         East    Units  Estimated Accuracy
 BJ3231;SPC LA S     -   206,130.      981,950.      MT  (+/- 180 meters Scaled)
 BJ3231
 BJ3231                          SUPERSEDED SURVEY CONTROL
 BJ3231
 BJ3231  NGVD 29 (??/??/??)    3.490  (m)           11.45   (f) ADJUSTED    1 1
 BJ3231
 BJ3231.Superseded values are not recommended for survey control.
 BJ3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3231.See file dsdata.txt to determine how the superseded data were derived.
 BJ3231
 BJ3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP421595(NAD 83)
 BJ3231_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BJ3231_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ3231_SP_SET: 106 FT IRON PIPE
 BJ3231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3231
 BJ3231  HISTORY     - Date     Condition        Report By
 BJ3231  HISTORY     - UNK      MONUMENTED       LADH
 BJ3231  HISTORY     - 1976     GOOD             NGS
 BJ3231
 BJ3231                          STATION DESCRIPTION
 BJ3231
 BJ3231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ3231'3.0 MI SOUTH FROM RAMAH.
 BJ3231'3.0 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ3231'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, 0.2 MILE
 BJ3231'SOUTH OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTHWEST, 0.15
 BJ3231'MILE SOUTH OF A CATTLEGUARD, 34 FT EAST OF THE CENTER LINE OF THE
 BJ3231'ROAD, A 2-INCH IRON PIPE WITH A CAP DRIVEN TO A DEPTH OF 106 FT
 BJ3231'ENCASED IN A 3-INCH IRON PIPE BORED TO A DEPTH OF 84 FT WITH A 3-INCH
 BJ3231'SCREW CAP FOR ACCESS. THE SCREW CAP PROTECTS 14-INCHES ABOVE THE
 BJ3231'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0285 ***********************************************************************
 BJ0285  DESIGNATION -  36
 BJ0285  PID         -  BJ0285
 BJ0285  STATE/COUNTY-  LA/IBERVILLE
 BJ0285  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0285
 BJ0285                         *CURRENT SURVEY CONTROL
 BJ0285  ___________________________________________________________________
 BJ0285* NAD 83(1986)-  30 14 57.     (N)    091 16 18.     (W)     SCALED    
 BJ0285* NAVD 88     -         4.43   (+/-2cm)      14.5    (feet)  VERTCON   
 BJ0285  ___________________________________________________________________
 BJ0285  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0285
 BJ0285  VERT ORDER  -  ? (See Below)
 BJ0285
 BJ0285.The horizontal coordinates were scaled from a topographic map and have
 BJ0285.an estimated accuracy of +/- 6 seconds.
 BJ0285
 BJ0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0285.The vertical order pertains to the NGVD 29 superseded value.
 BJ0285
 BJ0285.The geoid height was determined by GEOID03.
 BJ0285
 BJ0285;                    North         East    Units  Estimated Accuracy
 BJ0285;SPC LA S     -   193,890.    1,005,940.      MT  (+/- 180 meters Scaled)
 BJ0285
 BJ0285                          SUPERSEDED SURVEY CONTROL
 BJ0285
 BJ0285  NGVD 29 (??/??/??)    4.448  (m)           14.59   (f) ADJUSTED    ?  
 BJ0285
 BJ0285.Superseded values are not recommended for survey control.
 BJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0285.See file dsdata.txt to determine how the superseded data were derived.
 BJ0285
 BJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP662476(NAD 83)
 BJ0285_MARKER: B = BOLT
 BJ0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0285
 BJ0285  HISTORY     - Date     Condition        Report By
 BJ0285  HISTORY     - UNK      MONUMENTED       USE
 BJ0285  HISTORY     - 1976     GOOD             NGS
 BJ0285
 BJ0285                          STATION DESCRIPTION
 BJ0285
 BJ0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0285'3.0 MI SOUTH FROM RAMAH.
 BJ0285'3.0 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0285'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, 0.2 MILE
 BJ0285'SOUTH OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTHWEST, 0.15
 BJ0285'MILE SOUTH OF A CATTLEGUARD, 34 FT EAST OF THE CENTER LINE OF THE
 BJ0285'ROAD, A 2-INCH IRON PIPE WITH A CAP DRIVEN TO A DEPTH OF 106 FT
 BJ0285'ENCASED IN A 3-INCH IRON PIPE BORED TO A DEPTH OF 84 FT WITH A 3-INCH
 BJ0285'SCREW CAP FOR ACCESS. THE SCREW CAP PROTECTS 14-INCHES ABOVE THE
 BJ0285'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3941 ***********************************************************************
 BJ3941  DESIGNATION -  36 87
 BJ3941  PID         -  BJ3941
 BJ3941  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3941  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3941
 BJ3941                         *CURRENT SURVEY CONTROL
 BJ3941  ___________________________________________________________________
 BJ3941* NAD 83(1986)-  30 27 33.     (N)    091 11 19.     (W)     SCALED    
 BJ3941* NAVD 88     -        13.065  (meters)      42.86   (feet)  ADJUSTED  
 BJ3941  ___________________________________________________________________
 BJ3941  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3941  DYNAMIC HT  -          13.048 (meters)      42.81  (feet)  COMP
 BJ3941  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ3941
 BJ3941  VERT ORDER  -  SECOND    CLASS II
 BJ3941
 BJ3941.The horizontal coordinates were scaled from a topographic map and have
 BJ3941.an estimated accuracy of +/- 6 seconds.
 BJ3941
 BJ3941.The orthometric height was determined by differential leveling
 BJ3941.and adjusted by the National Geodetic Survey in February 1994..
 BJ3941
 BJ3941.The geoid height was determined by GEOID03.
 BJ3941
 BJ3941.The dynamic height is computed by dividing the NAVD 88
 BJ3941.geopotential number by the normal gravity value computed on the
 BJ3941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3941.degrees latitude (g = 980.6199 gals.).
 BJ3941
 BJ3941.The modeled gravity was interpolated from observed gravity values.
 BJ3941
 BJ3941;                    North         East    Units  Estimated Accuracy
 BJ3941;SPC LA S     -   217,170.    1,013,900.      MT  (+/- 180 meters Scaled)
 BJ3941
 BJ3941                          SUPERSEDED SURVEY CONTROL
 BJ3941
 BJ3941.No superseded survey control is available for this station.
 BJ3941
 BJ3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP739710(NAD 83)
 BJ3941_MARKER: DB = BENCH MARK DISK
 BJ3941_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ3941_SP_SET: RETAINING WALL
 BJ3941_STAMPING: 36-87 1987
 BJ3941_MARK LOGO: LA-033
 BJ3941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3941+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 BJ3941
 BJ3941  HISTORY     - Date     Condition        Report By
 BJ3941  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3941  HISTORY     - 20040306 GOOD             USPSQD
 BJ3941  HISTORY     - 20060722 GOOD             NGS
 BJ3941
 BJ3941                          STATION DESCRIPTION
 BJ3941
 BJ3941'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3941'IN BATON ROUGE.
 BJ3941'LOCATED AT THE CAPITOL LAKE PUMP STATION ABOUT 0.16 KM (0.1 MILE)
 BJ3941'NORTH OF THE LOUISIANA STATE CAPITOL BUILDING.  THE DISK IS CEMENTED
 BJ3941'IN A DRILL HOLE IN THE CONCRETE WINGWALL AT THE NORTH END OF A METAL
 BJ3941'GATE AT THE WEST ENTRANCE TO THE PUMP STATION BUILDING AT WEST SIDE
 BJ3941'OF CAPITOL LAKE AND NORTH SIDE OF THE CAPITOL BUILDING AND ON
 BJ3941'RIVERSIDE NORTH STREET.  DISK IS FLUSH WITH TOP OF WINGWALL.
 BJ3941'THE MARK IS ABOVE LEVEL WITH CONCRETE DRIVEWAY.
 BJ3941
 BJ3941                          STATION RECOVERY (2004)
 BJ3941
 BJ3941'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BJ3941'THE STREET ADJACENT TO THE CAPITOL LAKE PUMP STATION IS NOW CALLED
 BJ3941'NORTH THIRD STREET, AND IS NO LONGER CALLED RIVERSIDE NORTH STREET.
 BJ3941
 BJ3941                          STATION RECOVERY (2006)
 BJ3941
 BJ3941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ3941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2450 ***********************************************************************
 BJ2450  DESIGNATION -  36 A
 BJ2450  PID         -  BJ2450
 BJ2450  STATE/COUNTY-  LA/ST LANDRY
 BJ2450  USGS QUAD   -  PORTAGE (1970)
 BJ2450
 BJ2450                         *CURRENT SURVEY CONTROL
 BJ2450  ___________________________________________________________________
 BJ2450* NAD 83(1986)-  30 28 57.     (N)    091 45 30.     (W)     SCALED    
 BJ2450* NAVD 88     -         8.53   (+/-2cm)      28.0    (feet)  VERTCON   
 BJ2450  ___________________________________________________________________
 BJ2450  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2450
 BJ2450  VERT ORDER  -  ? (See Below)
 BJ2450
 BJ2450.The horizontal coordinates were scaled from a topographic map and have
 BJ2450.an estimated accuracy of +/- 6 seconds.
 BJ2450
 BJ2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2450.The vertical order pertains to the NGVD 29 superseded value.
 BJ2450
 BJ2450.The geoid height was determined by GEOID03.
 BJ2450
 BJ2450;                    North         East    Units  Estimated Accuracy
 BJ2450;SPC LA S     -   219,830.      959,200.      MT  (+/- 180 meters Scaled)
 BJ2450
 BJ2450                          SUPERSEDED SURVEY CONTROL
 BJ2450
 BJ2450  NGVD 29 (??/??/??)    8.542  (m)           28.02   (f) ADJUSTED    ?  
 BJ2450
 BJ2450.Superseded values are not recommended for survey control.
 BJ2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2450.See file dsdata.txt to determine how the superseded data were derived.
 BJ2450
 BJ2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP191729(NAD 83)
 BJ2450_MARKER: S = SPIKE
 BJ2450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2450_SP_SET: TREE
 BJ2450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2450
 BJ2450  HISTORY     - Date     Condition        Report By
 BJ2450  HISTORY     - UNK      MONUMENTED       DOD
 BJ2450  HISTORY     - 1936     GOOD             DOD
 BJ2450
 BJ2450                          STATION DESCRIPTION
 BJ2450
 BJ2450'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2450'4.2 MI S FROM KROTZ SPRINGS.
 BJ2450'4.2 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2450'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1.7 MILES NORTH
 BJ2450'OF THE CROSSING OF BAYOU COURTABLEAU, ABOUT 7,300 FEET SOUTH OF BAYOU
 BJ2450'BIG GRAW, 3,248 FEET SOUTH OF MILEPOST 52, 128 FEET LANDSIDE OF LEVEE
 BJ2450'STATION 2637+00, ON THE WEST BANK OF ATCHAFALAYA RIVER, 83 FEET WEST
 BJ2450'OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE LEVEE, 8 FEET WEST
 BJ2450'OF A ROAD BORROW PIT, IN THE DIAMOND BLAZE OF A 10-INCH SYCAMORE TREE,
 BJ2450'AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1024 ***********************************************************************
 CQ1024  DESIGNATION -  36 BOLT
 CQ1024  PID         -  CQ1024
 CQ1024  STATE/COUNTY-  LA/BIENVILLE
 CQ1024  USGS QUAD   -  ARCADIA (1994)
 CQ1024
 CQ1024                         *CURRENT SURVEY CONTROL
 CQ1024  ___________________________________________________________________
 CQ1024* NAD 83(1986)-  32 33 00.     (N)    092 55 34.     (W)     SCALED    
 CQ1024* NAVD 88     -       112.55   (+/-2cm)     369.3    (feet)  VERTCON   
 CQ1024  ___________________________________________________________________
 CQ1024  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1024
 CQ1024  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1024
 CQ1024.The horizontal coordinates were scaled from a topographic map and have
 CQ1024.an estimated accuracy of +/- 6 seconds.
 CQ1024
 CQ1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1024.The vertical order pertains to the NGVD 29 superseded value.
 CQ1024
 CQ1024.The geoid height was determined by GEOID03.
 CQ1024
 CQ1024;                    North         East    Units  Estimated Accuracy
 CQ1024;SPC LA N     -   227,380.      959,980.      MT  (+/- 180 meters Scaled)
 CQ1024
 CQ1024                          SUPERSEDED SURVEY CONTROL
 CQ1024
 CQ1024  NGVD 29 (??/??/??)  112.620  (m)          369.49   (f) ADJUSTED    1 2
 CQ1024
 CQ1024.Superseded values are not recommended for survey control.
 CQ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1024.See file dsdata.txt to determine how the superseded data were derived.
 CQ1024
 CQ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS069014(NAD 83)
 CQ1024_MARKER: B = BOLT
 CQ1024_SETTING: 66 = SET IN ROCK OUTCROP
 CQ1024_SP_SET: LIMESTONS BLOCK
 CQ1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ1024+STABILITY: POSITION/ELEVATION WELL
 CQ1024
 CQ1024  HISTORY     - Date     Condition        Report By
 CQ1024  HISTORY     - UNK      MONUMENTED       DOD
 CQ1024  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1024
 CQ1024                          STATION DESCRIPTION
 CQ1024
 CQ1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1024'IN ARCADIA.
 CQ1024'ARCADIA, BIENVILLE PARISH, IN THE SOUTHEAST CORNER OF THE YAZOO AND
 CQ1024'MISSISSIPPI VALLEY RAILROAD SECTION-HOUSE YARD, AT THE SOUTHERNMOST OF
 CQ1024'A ROW OF FOUR YELLOW HOUSES, 53 FEET FROM THE SOUTHWEST CORNER OF THE
 CQ1024'SOUTHWEST BRICK PIER UNDER THE FRONT PORCH, 77 FEET NORTH OF THE NORTH
 CQ1024'RAIL OF THE MAIN TRACK, AND 57 FEET FROM A BLAZED MAPLE TREE. A COPPER
 CQ1024'BOLT, SURROUNDED BY THE LETTERS USBM AND SET IN THE TOP OF A LIMESTONE
 CQ1024'BLOCK ABOUT 4 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CQ1024'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1023 ***********************************************************************
 CQ1023  DESIGNATION -  36 CAP
 CQ1023  PID         -  CQ1023
 CQ1023  STATE/COUNTY-  LA/BIENVILLE
 CQ1023  USGS QUAD   -  ARCADIA (1994)
 CQ1023
 CQ1023                         *CURRENT SURVEY CONTROL
 CQ1023  ___________________________________________________________________
 CQ1023* NAD 83(1986)-  32 33 00.     (N)    092 55 34.     (W)     SCALED    
 CQ1023* NAVD 88     -       113.80   (+/-2cm)     373.4    (feet)  VERTCON   
 CQ1023  ___________________________________________________________________
 CQ1023  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1023
 CQ1023  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1023
 CQ1023.The horizontal coordinates were scaled from a topographic map and have
 CQ1023.an estimated accuracy of +/- 6 seconds.
 CQ1023
 CQ1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1023.The vertical order pertains to the NGVD 29 superseded value.
 CQ1023
 CQ1023.The geoid height was determined by GEOID03.
 CQ1023
 CQ1023;                    North         East    Units  Estimated Accuracy
 CQ1023;SPC LA N     -   227,380.      959,980.      MT  (+/- 180 meters Scaled)
 CQ1023
 CQ1023                          SUPERSEDED SURVEY CONTROL
 CQ1023
 CQ1023  NGVD 29 (??/??/??)  113.876  (m)          373.61   (f) ADJUSTED    1 2
 CQ1023
 CQ1023.Superseded values are not recommended for survey control.
 CQ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1023.See file dsdata.txt to determine how the superseded data were derived.
 CQ1023
 CQ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS069014(NAD 83)
 CQ1023_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1023_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1023
 CQ1023  HISTORY     - Date     Condition        Report By
 CQ1023  HISTORY     - UNK      MONUMENTED       DOD
 CQ1023  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1023
 CQ1023                          STATION DESCRIPTION
 CQ1023
 CQ1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1023'IN ARCADIA.
 CQ1023'ARCADIA, BIENVILLE PARISH, IN THE SOUTHEAST CORNER OF THE YAZOO AND
 CQ1023'MISSISSIPPI VALLEY RAILROAD SECTION-HOUSE YARD, AT THE SOUTHERNMOST OF
 CQ1023'A ROW OF FOUR YELLOW HOUSES, 53 FEET FROM THE SOUTHWEST CORNER OF THE
 CQ1023'SOUTHWEST BRICK PIER UNDER THE FRONT PORCH, 77 FEET NORTH OF THE NORTH
 CQ1023'RAIL OF THE MAIN TRACK, AND 57 FEET FROM A BLAZED MAPLE TREE. AN IRON
 CQ1023'PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0519 ***********************************************************************
 BW0519  DESIGNATION -  36 DIETZE BOLT
 BW0519  PID         -  BW0519
 BW0519  STATE/COUNTY-  LA/TENSAS
 BW0519  USGS QUAD   -  ST JOSEPH (1986)
 BW0519
 BW0519                         *CURRENT SURVEY CONTROL
 BW0519  ___________________________________________________________________
 BW0519* NAD 83(1986)-  31 59 21.     (N)    091 11 12.     (W)     SCALED    
 BW0519* NAVD 88     -        21.73   (+/-2cm)      71.3    (feet)  VERTCON   
 BW0519  ___________________________________________________________________
 BW0519  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0519
 BW0519  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0519
 BW0519.The horizontal coordinates were scaled from a topographic map and have
 BW0519.an estimated accuracy of +/- 6 seconds.
 BW0519
 BW0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0519.The vertical order pertains to the NGVD 29 superseded value.
 BW0519
 BW0519.The geoid height was determined by GEOID03.
 BW0519
 BW0519;                    North         East    Units  Estimated Accuracy
 BW0519;SPC LA N     -   165,860.    1,124,100.      MT  (+/- 180 meters Scaled)
 BW0519
 BW0519                          SUPERSEDED SURVEY CONTROL
 BW0519
 BW0519  NGVD 29 (??/??/92)   21.747  (m)           71.35   (f) ADJ UNCH    2 1
 BW0519
 BW0519.Superseded values are not recommended for survey control.
 BW0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0519.See file dsdata.txt to determine how the superseded data were derived.
 BW0519
 BW0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR713406(NAD 83)
 BW0519_MARKER: B = BOLT
 BW0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0519_SP_SET: CONCRETE SLAB
 BW0519_STAMPING: P.B.M. 36
 BW0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0519
 BW0519  HISTORY     - Date     Condition        Report By
 BW0519  HISTORY     - UNK      MONUMENTED       DOD
 BW0519  HISTORY     - 1974     POOR             LADTD
 BW0519
 BW0519                          STATION DESCRIPTION
 BW0519
 BW0519'DESCRIBED BY LA TRANSP AND DEV 1974
 BW0519'6.70 MI NE FROM ST JOSEPH.
 BW0519'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0519'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0519'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 BW0519'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 BW0519'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 BW0519'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 BW0519'3.95 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 604. IT IS 143.0 FEET
 BW0519'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 604, 8.9 FEET SOUTHEAST OF
 BW0519'A 36-INCH PIN OAK TREE, 5.7 FEET EAST OF THE TOP BANK OF LAKE BRUIN,
 BW0519'6.0 FEET SOUTHEAST OF BENCH MARK 54V113.  A COPPER BOLT SET IN TOP OF
 BW0519'A CONCRETE SLAB ABOUT 20 INCHES UNDERGROUND, ACCESS TO WHICH IS HAD
 BW0519'THROUGH AN IRON PIPE PROJECTING ABOUT 28 INCHES ABOVE THE GROUND AND
 BW0519'BEARING A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP STAMPED P.B.M.
 BW0519'36.  A STEEL WITNESS POST IS SET 1.3 FEET SOUTHEAST OF THE MARK. SEC
 BW0519'25, T 12N, R 13E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0520 ***********************************************************************
 BW0520  DESIGNATION -  36 DIETZE RESET
 BW0520  PID         -  BW0520
 BW0520  STATE/COUNTY-  LA/TENSAS
 BW0520  USGS QUAD   -  ST JOSEPH (1986)
 BW0520
 BW0520                         *CURRENT SURVEY CONTROL
 BW0520  ___________________________________________________________________
 BW0520* NAD 83(1986)-  31 59 25.     (N)    091 11 18.     (W)     SCALED    
 BW0520* NAVD 88     -        22.38   (+/-2cm)      73.4    (feet)  VERTCON   
 BW0520  ___________________________________________________________________
 BW0520  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0520
 BW0520  VERT ORDER  -  THIRD (See Below)
 BW0520
 BW0520.The horizontal coordinates were scaled from a topographic map and have
 BW0520.an estimated accuracy of +/- 6 seconds.
 BW0520
 BW0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0520.The vertical order pertains to the NGVD 29 superseded value.
 BW0520
 BW0520.The geoid height was determined by GEOID03.
 BW0520
 BW0520;                    North         East    Units  Estimated Accuracy
 BW0520;SPC LA N     -   165,990.    1,123,940.      MT  (+/- 180 meters Scaled)
 BW0520
 BW0520                          SUPERSEDED SURVEY CONTROL
 BW0520
 BW0520  NGVD 29 (09/18/05)   22.40   (m)           73.5    (f) RESET       3  
 BW0520
 BW0520.Superseded values are not recommended for survey control.
 BW0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0520.See file dsdata.txt to determine how the superseded data were derived.
 BW0520
 BW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR711407(NAD 83)
 BW0520_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0520_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0520_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0520_STAMPING: PBM 36 DEITZ RESET 1977
 BW0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0520
 BW0520  HISTORY     - Date     Condition        Report By
 BW0520  HISTORY     - 1977     MONUMENTED       NGS
 BW0520
 BW0520                          STATION DESCRIPTION
 BW0520
 BW0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW0520'6.7 MI NE FROM ST JOSEPH.
 BW0520'LOCATED ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0520'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0520'HIGHWAYS 128 AND 605, THENCE ABOUT 1.4 MILES NORTHEAST ALONG LOUISIANA
 BW0520'HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 604,
 BW0520'THENCE ABOUT 0.9 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604 TO THE
 BW0520'INTERSECTION OF 604 AND 606, THENCE 3.95 MILES NORTHEAST ALONG
 BW0520'LOUISIANA HIGHWAY 604 TO THE MARK ON THE RIGHT, 37 FEET EAST OF THE
 BW0520'CENTER OF THE HIGHWAY, 4 FEET SOUTHEAST OF A POWER POLE WITH A
 BW0520'TRANSFORMER, 3 FEET SOUTH-SOUTHWEST OF A GUY WIRE FOR A POWER POLE,
 BW0520'0.5 FOOT WEST OF A WITNESS POST., 53 FEET SOUTH OF THE PROJECTED
 BW0520'CENTER OF A DRIVEWAY.  IT IS A 4-FT SECTION OF IRON PILE, WITH A
 BW0520'STANDARD USE BRASS CAP.  THE POINT HELD FOR THE ELEVATION WAS THE
 BW0520'RAISED LETTER U IN THE CENTER OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0810 ***********************************************************************
 BJ0810  DESIGNATION -  36 RESET
 BJ0810  PID         -  BJ0810
 BJ0810  STATE/COUNTY-  LA/IBERVILLE
 BJ0810  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0810
 BJ0810                         *CURRENT SURVEY CONTROL
 BJ0810  ___________________________________________________________________
 BJ0810* NAD 83(1986)-  30 14 57.     (N)    091 16 17.     (W)     SCALED    
 BJ0810* NAVD 88     -         4.938  (meters)      16.20   (feet)  ADJUSTED  
 BJ0810  ___________________________________________________________________
 BJ0810  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0810  DYNAMIC HT  -           4.931 (meters)      16.18  (feet)  COMP
 BJ0810  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 BJ0810
 BJ0810  VERT ORDER  -  FIRST     CLASS I
 BJ0810
 BJ0810.The horizontal coordinates were scaled from a topographic map and have
 BJ0810.an estimated accuracy of +/- 6 seconds.
 BJ0810
 BJ0810.The orthometric height was determined by differential leveling
 BJ0810.and adjusted by the National Geodetic Survey in February 1994..
 BJ0810
 BJ0810.The geoid height was determined by GEOID03.
 BJ0810
 BJ0810.The dynamic height is computed by dividing the NAVD 88
 BJ0810.geopotential number by the normal gravity value computed on the
 BJ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0810.degrees latitude (g = 980.6199 gals.).
 BJ0810
 BJ0810.The modeled gravity was interpolated from observed gravity values.
 BJ0810
 BJ0810;                    North         East    Units  Estimated Accuracy
 BJ0810;SPC LA S     -   193,890.    1,005,960.      MT  (+/- 180 meters Scaled)
 BJ0810
 BJ0810                          SUPERSEDED SURVEY CONTROL
 BJ0810
 BJ0810  NGVD 29 (??/??/??)    4.955  (m)           16.26   (f) ADJUSTED    1 1
 BJ0810
 BJ0810.Superseded values are not recommended for survey control.
 BJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0810.See file dsdata.txt to determine how the superseded data were derived.
 BJ0810
 BJ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP663476(NAD 83)
 BJ0810_MARKER: DD = SURVEY DISK
 BJ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0810+STABILITY: SURFACE MOTION
 BJ0810
 BJ0810  HISTORY     - Date     Condition        Report By
 BJ0810  HISTORY     - UNK      MONUMENTED       DOD
 BJ0810  HISTORY     - 1964     GOOD             CGS
 BJ0810  HISTORY     - 1976     GOOD             NGS
 BJ0810
 BJ0810                          STATION DESCRIPTION
 BJ0810
 BJ0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0810'0.3 MI NE FROM CRESCENT.
 BJ0810'ABOUT 0.3 MILE NORTHEAST ALONG STATE ROAD 3066 FROM THE MT. ZION
 BJ0810'CHURCH AT CRESCENT, AT THE JUNCTION OF A GRAVELED ROAD LEADING
 BJ0810'SOUTHEAST, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 24 FEET
 BJ0810'NORTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 48 FEET NORTHEAST
 BJ0810'OF THE NORTHEAST CORNER OF THE CRESCENT STORE, 4 FEET NORTH OF A
 BJ0810'24-INCH GUM TREE BEARING A WITNESS SHIELD ON THE NORTH SIDE, 2 FEET
 BJ0810'WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 BJ0810'CONCRETE POST ABOUT 4 INCHES BELOW THE LEVEL OF THE GROUND.
 BJ0810
 BJ0810                          STATION RECOVERY (1976)
 BJ0810
 BJ0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0810'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0810'FROM THE POST OFFICE, AT THE JUNCTION OF A GRAVELED ROAD LEADING
 BJ0810'SOUTHEAST, 28 FT SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24 FT
 BJ0810'NORTHEAST OF THE CENTER LINE OF THE ROAD, 48.6 FT NORTHEAST OF AND
 BJ0810'ACROSS THE ROAD FROM THE NORTH CORNER OF THE CRESCENT STORE, 56.5 FT
 BJ0810'EAST OF AND ACROSS THE HIGHWAY FROM A JUNCTION POWERLINE POLE WITH A
 BJ0810'LIGHT, 2.0 FT SOUTHWEST OF A FENCE, 4 FT NORTH OF A TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0234 ***********************************************************************
 BJ0234  DESIGNATION -  36 WARL
 BJ0234  PID         -  BJ0234
 BJ0234  STATE/COUNTY-  LA/ST LANDRY
 BJ0234  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0234
 BJ0234                         *CURRENT SURVEY CONTROL
 BJ0234  ___________________________________________________________________
 BJ0234* NAD 83(1986)-  30 33 01.     (N)    091 45 22.     (W)     SCALED    
 BJ0234* NAVD 88     -        11.808  (meters)      38.74   (feet)  ADJUSTED  
 BJ0234  ___________________________________________________________________
 BJ0234  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0234  DYNAMIC HT  -          11.792 (meters)      38.69  (feet)  COMP
 BJ0234  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ0234
 BJ0234  VERT ORDER  -  FIRST     CLASS I
 BJ0234
 BJ0234.The horizontal coordinates were scaled from a topographic map and have
 BJ0234.an estimated accuracy of +/- 6 seconds.
 BJ0234
 BJ0234.The orthometric height was determined by differential leveling
 BJ0234.and adjusted by the National Geodetic Survey in February 1994..
 BJ0234
 BJ0234.The geoid height was determined by GEOID03.
 BJ0234
 BJ0234.The dynamic height is computed by dividing the NAVD 88
 BJ0234.geopotential number by the normal gravity value computed on the
 BJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0234.degrees latitude (g = 980.6199 gals.).
 BJ0234
 BJ0234.The modeled gravity was interpolated from observed gravity values.
 BJ0234
 BJ0234;                    North         East    Units  Estimated Accuracy
 BJ0234;SPC LA S     -   227,340.      959,440.      MT  (+/- 180 meters Scaled)
 BJ0234
 BJ0234                          SUPERSEDED SURVEY CONTROL
 BJ0234
 BJ0234  NAVD 88 (06/15/91)   11.855  (m)           38.89   (f) UNKNOWN     1 1
 BJ0234  NGVD 29 (??/??/??)   11.826  (m)           38.80   (f) ADJUSTED    1 1
 BJ0234
 BJ0234.Superseded values are not recommended for survey control.
 BJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0234.See file dsdata.txt to determine how the superseded data were derived.
 BJ0234
 BJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP193804(NAD 83)
 BJ0234_MARKER: DD = SURVEY DISK
 BJ0234_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0234_SP_SET: 113 FT IRON PIPE
 BJ0234_STAMPING: PBM 36 1976 WARL USE
 BJ0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0234
 BJ0234  HISTORY     - Date     Condition        Report By
 BJ0234  HISTORY     - 1976     MONUMENTED       USE
 BJ0234  HISTORY     - 1976     GOOD             NGS
 BJ0234
 BJ0234                          STATION DESCRIPTION
 BJ0234
 BJ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0234'1.0 MI NORTH FROM KROTZ SPRINGS.
 BJ0234'1.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE,
 BJ0234'0.45 MILE NORTH OF THE U.S. HIGHWAY 190 OVERPASS, AT THE JUNCTION
 BJ0234'OF AN EAST-WEST SHELL ROAD, 93 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0234'JUNCTION, 71.5 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 58 FT
 BJ0234'NORTH OF THE CENTER LINE OF THE ROAD, 54.0 FT NORTH OF THE NORTHEAST
 BJ0234'CORNER OF A STEEL CATTLEGUARD, 11.5 FT EAST OF A FENCE, A 1-INCH
 BJ0234'IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 113 FT ENCASED IN A 2-INCH
 BJ0234'IRON PIPE BORED TO A DEPTH OF 93 FT WITH A 3-INCH SCREW CAP FOR ACCESS
 BJ0234'THE SCREW CAP PROJECTS 22-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0707 ***********************************************************************
 CP0707  DESIGNATION -  3600 A BOLT
 CP0707  PID         -  CP0707
 CP0707  STATE/COUNTY-  LA/MADISON
 CP0707  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0707
 CP0707                         *CURRENT SURVEY CONTROL
 CP0707  ___________________________________________________________________
 CP0707* NAD 83(1986)-  32 18 17.     (N)    090 58 05.     (W)     SCALED    
 CP0707* NAVD 88     -        23.79   (+/-2cm)      78.1    (feet)  VERTCON   
 CP0707  ___________________________________________________________________
 CP0707  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0707
 CP0707  VERT ORDER  -  ? (See Below)
 CP0707
 CP0707.The horizontal coordinates were scaled from a topographic map and have
 CP0707.an estimated accuracy of +/- 6 seconds.
 CP0707
 CP0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0707.The vertical order pertains to the NGVD 29 superseded value.
 CP0707
 CP0707.The geoid height was determined by GEOID03.
 CP0707
 CP0707;                    North         East    Units  Estimated Accuracy
 CP0707;SPC LA N     -   201,120.    1,144,260.      MT  (+/- 180 meters Scaled)
 CP0707
 CP0707                          SUPERSEDED SURVEY CONTROL
 CP0707
 CP0707  NGVD 29 (??/??/92)   23.810  (m)           78.12   (f) ADJ UNCH    ?  
 CP0707
 CP0707.Superseded values are not recommended for survey control.
 CP0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0707.See file dsdata.txt to determine how the superseded data were derived.
 CP0707
 CP0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR913760(NAD 83)
 CP0707_MARKER: B = BOLT
 CP0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0707_SP_SET: STONE
 CP0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0707+STABILITY: SURFACE MOTION
 CP0707
 CP0707  HISTORY     - Date     Condition        Report By
 CP0707  HISTORY     - UNK      MONUMENTED       DOD
 CP0707  HISTORY     - 1934     GOOD             DOD
 CP0707
 CP0707                          STATION DESCRIPTION
 CP0707
 CP0707'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0707'3 MI SW FROM DELTA POINT.
 CP0707'ABOUT 3 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0707'MADISON PARISH, ABOUT 547 FEET NORTHWEST OF LEVEE STATION 3600, ABOUT
 CP0707'170 FEET NORTHWEST OF A DRAINAGE DITCH, 106 FEET NORTHWEST OF A
 CP0707'TRIANGULAR-BLAZED 18-INCH WHITE OAK TREE, 66 FEET NORTH OF A
 CP0707'TRIANGULAR-BLAZED 16-INCH OAK TREE, AND 36 FEET WEST OF A
 CP0707'TRIANGULAR-BLAZED 20-INCH HACKBERRY TREE.  A COPPER BOLT, SET IN THE
 CP0707'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CP0707'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CP0707'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0706 ***********************************************************************
 CP0706  DESIGNATION -  3600 A CAP
 CP0706  PID         -  CP0706
 CP0706  STATE/COUNTY-  LA/MADISON
 CP0706  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0706
 CP0706                         *CURRENT SURVEY CONTROL
 CP0706  ___________________________________________________________________
 CP0706* NAD 83(1986)-  32 18 17.     (N)    090 58 04.     (W)     SCALED    
 CP0706* NAVD 88     -        25.02   (+/-2cm)      82.1    (feet)  VERTCON   
 CP0706  ___________________________________________________________________
 CP0706  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0706
 CP0706  VERT ORDER  -  ? (See Below)
 CP0706
 CP0706.The horizontal coordinates were scaled from a topographic map and have
 CP0706.an estimated accuracy of +/- 6 seconds.
 CP0706
 CP0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0706.The vertical order pertains to the NGVD 29 superseded value.
 CP0706
 CP0706.The geoid height was determined by GEOID03.
 CP0706
 CP0706;                    North         East    Units  Estimated Accuracy
 CP0706;SPC LA N     -   201,120.    1,144,290.      MT  (+/- 180 meters Scaled)
 CP0706
 CP0706                          SUPERSEDED SURVEY CONTROL
 CP0706
 CP0706  NGVD 29 (??/??/92)   25.038  (m)           82.15   (f) ADJ UNCH    ?  
 CP0706
 CP0706.Superseded values are not recommended for survey control.
 CP0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0706.See file dsdata.txt to determine how the superseded data were derived.
 CP0706
 CP0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR913760(NAD 83)
 CP0706_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0706_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0706
 CP0706  HISTORY     - Date     Condition        Report By
 CP0706  HISTORY     - UNK      MONUMENTED       DOD
 CP0706  HISTORY     - 1934     GOOD             DOD
 CP0706
 CP0706                          STATION DESCRIPTION
 CP0706
 CP0706'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0706'3 MI SW FROM DELTA POINT.
 CP0706'ABOUT 3 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0706'MADISON PARISH, ABOUT 547 FEET NORTHWEST OF LEVEE STATION 3600, ABOUT
 CP0706'170 FEET NORTHWEST OF A DRAINAGE DITCH, 106 FEET NORTHWEST OF A
 CP0706'TRIANGULAR-BLAZED 18-INCH WHITE OAK TREE, 66 FEET NORTH OF A
 CP0706'TRIANGULAR-BLAZED 16-INCH OAK TREE, AND 36 FEET WEST OF A
 CP0706'TRIANGULAR-BLAZED 20-INCH HACKBERRY TREE.  AN IRON PIPE BEARING A
 CP0706'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2740 ***********************************************************************
 BJ2740  DESIGNATION -  3606 USE
 BJ2740  PID         -  BJ2740
 BJ2740  STATE/COUNTY-  LA/ST LANDRY
 BJ2740  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2740
 BJ2740                         *CURRENT SURVEY CONTROL
 BJ2740  ___________________________________________________________________
 BJ2740* NAD 83(1986)-  30 36 51.     (N)    091 45 38.     (W)     SCALED    
 BJ2740* NAVD 88     -         8.65   (+/-2cm)      28.4    (feet)  VERTCON   
 BJ2740  ___________________________________________________________________
 BJ2740  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2740
 BJ2740  VERT ORDER  -  ? (See Below)
 BJ2740
 BJ2740.The horizontal coordinates were scaled from a topographic map and have
 BJ2740.an estimated accuracy of +/- 6 seconds.
 BJ2740
 BJ2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2740.The vertical order pertains to the NGVD 29 superseded value.
 BJ2740
 BJ2740.The geoid height was determined by GEOID03.
 BJ2740
 BJ2740;                    North         East    Units  Estimated Accuracy
 BJ2740;SPC LA S     -   234,420.      959,040.      MT  (+/- 180 meters Scaled)
 BJ2740
 BJ2740                          SUPERSEDED SURVEY CONTROL
 BJ2740
 BJ2740  NGVD 29 (??/??/??)    8.662  (m)           28.42   (f) ADJUSTED    ?  
 BJ2740
 BJ2740.Superseded values are not recommended for survey control.
 BJ2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2740.See file dsdata.txt to determine how the superseded data were derived.
 BJ2740
 BJ2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP188874(NAD 83)
 BJ2740_MARKER: DD = SURVEY DISK
 BJ2740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2740_SP_SET: CONCRETE BASE
 BJ2740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2740
 BJ2740  HISTORY     - Date     Condition        Report By
 BJ2740  HISTORY     - UNK      MONUMENTED       DOD
 BJ2740  HISTORY     - 1936     GOOD             DOD
 BJ2740
 BJ2740                          STATION DESCRIPTION
 BJ2740
 BJ2740'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2740'5.0 MI S FROM MELVILLE.
 BJ2740'B.M. IS W.P.A. STATION
 BJ2740'APPROXIMATELY 5 MILES BELOW MELVILLE ON RIGHT BANK OF ATCHAFALAYA
 BJ2740'RIVER, ST. LANDRY PARISH, LOUISIANA.  A BRASS DISC.  IN 6 IN. SQUARE
 BJ2740'CONCRETE BASE, 38 FEET LANDSIDE CENTERLINE OF GRAVEL ROAD, 85 FT.
 BJ2740'RIGHT OF LEVEE P. 1. STATION 2123+83.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2738 ***********************************************************************
 BJ2738  DESIGNATION -  3607 USE
 BJ2738  PID         -  BJ2738
 BJ2738  STATE/COUNTY-  LA/ST LANDRY
 BJ2738  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2738
 BJ2738                         *CURRENT SURVEY CONTROL
 BJ2738  ___________________________________________________________________
 BJ2738* NAD 83(1986)-  30 36 18.     (N)    091 45 20.     (W)     SCALED    
 BJ2738* NAVD 88     -         9.11   (+/-2cm)      29.9    (feet)  VERTCON   
 BJ2738  ___________________________________________________________________
 BJ2738  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2738
 BJ2738  VERT ORDER  -  ? (See Below)
 BJ2738
 BJ2738.The horizontal coordinates were scaled from a topographic map and have
 BJ2738.an estimated accuracy of +/- 6 seconds.
 BJ2738
 BJ2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2738.The vertical order pertains to the NGVD 29 superseded value.
 BJ2738
 BJ2738.The geoid height was determined by GEOID03.
 BJ2738
 BJ2738;                    North         East    Units  Estimated Accuracy
 BJ2738;SPC LA S     -   233,410.      959,510.      MT  (+/- 180 meters Scaled)
 BJ2738
 BJ2738                          SUPERSEDED SURVEY CONTROL
 BJ2738
 BJ2738  NGVD 29 (??/??/??)    9.118  (m)           29.91   (f) ADJUSTED    ?  
 BJ2738
 BJ2738.Superseded values are not recommended for survey control.
 BJ2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2738.See file dsdata.txt to determine how the superseded data were derived.
 BJ2738
 BJ2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP192864(NAD 83)
 BJ2738_MARKER: DD = SURVEY DISK
 BJ2738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2738_SP_SET: MONUMENT
 BJ2738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2738
 BJ2738  HISTORY     - Date     Condition        Report By
 BJ2738  HISTORY     - UNK      MONUMENTED       DOD
 BJ2738  HISTORY     - 1936     GOOD             DOD
 BJ2738
 BJ2738                          STATION DESCRIPTION
 BJ2738
 BJ2738'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2738'5.5 MI S FROM MELVILLE.
 BJ2738'APPROXIMATELY 5-1/2 MILES BELOW MELVILLE.  B.M. ST BY W.P.A. SURVEY IS
 BJ2738'MARK CONSISTING OF BRASS DISC IN 6 IN. SQUARE CONCRETE MONUMENT ON
 BJ2738'RIGHT BANK OF ATCHAFALAYA RIVER, ST. LANDRY PARISH, LOUISIANA
 BJ2738'APPROXIMATELY 5-1/2 MILES BELOW MELVILLE, 10 METERS RIVERSIDE OF
 BJ2738'GRAVEL ROAD, 90 METERS BELOW LEVEE MILE POST NO. 43, ON WEST EDGE OF
 BJ2738'OLD ROAD BETWEEN GRAVEL ROAD AND LEVEE.  5 METERS LANDSIDE TOE OF
 BJ2738'LEVEE AT STATION 2161+50.  DISC IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2737 ***********************************************************************
 BJ2737  DESIGNATION -  3609 USE
 BJ2737  PID         -  BJ2737
 BJ2737  STATE/COUNTY-  LA/ST LANDRY
 BJ2737  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2737
 BJ2737                         *CURRENT SURVEY CONTROL
 BJ2737  ___________________________________________________________________
 BJ2737* NAD 83(1986)-  30 35 27.     (N)    091 45 29.     (W)     SCALED    
 BJ2737* NAVD 88     -         8.70   (+/-2cm)      28.5    (feet)  VERTCON   
 BJ2737  ___________________________________________________________________
 BJ2737  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2737
 BJ2737  VERT ORDER  -  ? (See Below)
 BJ2737
 BJ2737.The horizontal coordinates were scaled from a topographic map and have
 BJ2737.an estimated accuracy of +/- 6 seconds.
 BJ2737
 BJ2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2737.The vertical order pertains to the NGVD 29 superseded value.
 BJ2737
 BJ2737.The geoid height was determined by GEOID03.
 BJ2737
 BJ2737;                    North         East    Units  Estimated Accuracy
 BJ2737;SPC LA S     -   231,840.      959,270.      MT  (+/- 180 meters Scaled)
 BJ2737
 BJ2737                          SUPERSEDED SURVEY CONTROL
 BJ2737
 BJ2737  NGVD 29 (??/??/??)    8.712  (m)           28.58   (f) ADJUSTED    ?  
 BJ2737
 BJ2737.Superseded values are not recommended for survey control.
 BJ2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2737.See file dsdata.txt to determine how the superseded data were derived.
 BJ2737
 BJ2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP190849(NAD 83)
 BJ2737_MARKER: DD = SURVEY DISK
 BJ2737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2737_SP_SET: MONUMENT
 BJ2737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2737
 BJ2737  HISTORY     - Date     Condition        Report By
 BJ2737  HISTORY     - UNK      MONUMENTED       DOD
 BJ2737  HISTORY     - 1936     GOOD             DOD
 BJ2737
 BJ2737                          STATION DESCRIPTION
 BJ2737
 BJ2737'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2737'3.5 MI N FROM KROTZ SPRINGS.
 BJ2737'APPROXIMATELY 3.5 MILES ABOVE KROTZ SPRINGS.  B.M. SET BY W.P.A.
 BJ2737'SURVEY IS MARK CONSISTING OF BRASS DISC IN 6 IN. SQUARE MONUMENT ON
 BJ2737'RIGHT BANK OF ATCHAFALAYA RIVER, ST. LANDRY PARISH, LOUISIANA.
 BJ2737'APPROXIMATELY 3.5 MILES ABOVE KROTZ SPRINGS, 30 FEET LANDSIDE
 BJ2737'CENTERLINE OF GRAVEL HIGHWAY.  125 FT. RIGHT OF LEVEE STATION 2211+86.
 BJ2737'135 METERS BELOW MILE POST NO. 44 OF WEST ATCHAFALAYA RIVER LEVEE
 BJ2737'MARKER SURVEY.  DISC IN TOP OF MONUMENT IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2735 ***********************************************************************
 BJ2735  DESIGNATION -  3611 USE
 BJ2735  PID         -  BJ2735
 BJ2735  STATE/COUNTY-  LA/ST LANDRY
 BJ2735  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2735
 BJ2735                         *CURRENT SURVEY CONTROL
 BJ2735  ___________________________________________________________________
 BJ2735* NAD 83(1986)-  30 34 37.     (N)    091 45 32.     (W)     SCALED    
 BJ2735* NAVD 88     -         8.60   (+/-2cm)      28.2    (feet)  VERTCON   
 BJ2735  ___________________________________________________________________
 BJ2735  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2735
 BJ2735  VERT ORDER  -  ? (See Below)
 BJ2735
 BJ2735.The horizontal coordinates were scaled from a topographic map and have
 BJ2735.an estimated accuracy of +/- 6 seconds.
 BJ2735
 BJ2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2735.The vertical order pertains to the NGVD 29 superseded value.
 BJ2735
 BJ2735.The geoid height was determined by GEOID03.
 BJ2735
 BJ2735;                    North         East    Units  Estimated Accuracy
 BJ2735;SPC LA S     -   230,300.      959,180.      MT  (+/- 180 meters Scaled)
 BJ2735
 BJ2735                          SUPERSEDED SURVEY CONTROL
 BJ2735
 BJ2735  NGVD 29 (??/??/??)    8.609  (m)           28.24   (f) ADJUSTED    ?  
 BJ2735
 BJ2735.Superseded values are not recommended for survey control.
 BJ2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2735.See file dsdata.txt to determine how the superseded data were derived.
 BJ2735
 BJ2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP190833(NAD 83)
 BJ2735_MARKER: P = PIPE CAP
 BJ2735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2735_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2735
 BJ2735  HISTORY     - Date     Condition        Report By
 BJ2735  HISTORY     - UNK      MONUMENTED       DOD
 BJ2735  HISTORY     - 1936     GOOD             DOD
 BJ2735
 BJ2735                          STATION DESCRIPTION
 BJ2735
 BJ2735'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2735'2.6 MI N FROM KROTZ SPRINGS.
 BJ2735'2.6 MILES ABOVE HIGHWAY BRIDGE ACROSS RIVER AT KROTZ SPRINGS.  B.M.
 BJ2735'SET BY W.P.A. SURVEY IS MARK CONSISTING OF BRASS DISC MOUNTED IN TOP
 BJ2735'OF 6 IN. SQUARE CONCRETE MONUMENT ON RIGHT BANK OF ATCHAFALAYA RIVER,
 BJ2735'ST. LANDRY PARISH, LOUISIANA.  2.6 MILES ABOVE HIGHWAY BRIDGE ACROSS
 BJ2735'RIVER AT KROTZ SPRINGS, 21 FEET LANDSIDE CENTERLINE OF HIGHWAY, 135
 BJ2735'METERS BELOW LEVEE MILE POST NO. 45, 75 FEET RIGHT OF STATION 2261+60.
 BJ2735'CAP IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2733 ***********************************************************************
 BJ2733  DESIGNATION -  3615 USE
 BJ2733  PID         -  BJ2733
 BJ2733  STATE/COUNTY-  LA/ST LANDRY
 BJ2733  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2733
 BJ2733                         *CURRENT SURVEY CONTROL
 BJ2733  ___________________________________________________________________
 BJ2733* NAD 83(1986)-  30 33 04.     (N)    091 45 23.     (W)     SCALED    
 BJ2733* NAVD 88     -         8.18   (+/-2cm)      26.8    (feet)  VERTCON   
 BJ2733  ___________________________________________________________________
 BJ2733  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2733
 BJ2733  VERT ORDER  -  ? (See Below)
 BJ2733
 BJ2733.The horizontal coordinates were scaled from a topographic map and have
 BJ2733.an estimated accuracy of +/- 6 seconds.
 BJ2733
 BJ2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2733.The vertical order pertains to the NGVD 29 superseded value.
 BJ2733
 BJ2733.The geoid height was determined by GEOID03.
 BJ2733
 BJ2733;                    North         East    Units  Estimated Accuracy
 BJ2733;SPC LA S     -   227,430.      959,410.      MT  (+/- 180 meters Scaled)
 BJ2733
 BJ2733                          SUPERSEDED SURVEY CONTROL
 BJ2733
 BJ2733  NGVD 29 (??/??/??)    8.194  (m)           26.88   (f) ADJUSTED    ?  
 BJ2733
 BJ2733.Superseded values are not recommended for survey control.
 BJ2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2733.See file dsdata.txt to determine how the superseded data were derived.
 BJ2733
 BJ2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP192805(NAD 83)
 BJ2733_MARKER: DD = SURVEY DISK
 BJ2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2733+STABILITY: SURFACE MOTION
 BJ2733
 BJ2733  HISTORY     - Date     Condition        Report By
 BJ2733  HISTORY     - UNK      MONUMENTED       DOD
 BJ2733  HISTORY     - 1936     GOOD             DOD
 BJ2733
 BJ2733                          STATION DESCRIPTION
 BJ2733
 BJ2733'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2733'0.5 MI N FROM KROTZ SPRINGS.
 BJ2733'ABOUT 0.5 MILE NORTH ALONG THE LEVEE FROM THE HIGHWAY BRIDGE OVER
 BJ2733'ATCHAFALAYA RIVER AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 730
 BJ2733'FEET SOUTH OF LEVEE MILEPOST 47, AND 72 FEET WEST OF LEVEE STATION
 BJ2733'2364+80.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 BJ2733'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0209 ***********************************************************************
 BJ0209  DESIGNATION -  3624 LAGS
 BJ0209  PID         -  BJ0209
 BJ0209  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0209  USGS QUAD   -  MELVILLE (1994)
 BJ0209
 BJ0209                         *CURRENT SURVEY CONTROL
 BJ0209  ___________________________________________________________________
 BJ0209* NAD 83(1986)-  30 41 27.     (N)    091 43 50.     (W)     SCALED    
 BJ0209* NAVD 88     -        14.447  (meters)      47.40   (feet)  ADJUSTED  
 BJ0209  ___________________________________________________________________
 BJ0209  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0209  DYNAMIC HT  -          14.429 (meters)      47.34  (feet)  COMP
 BJ0209  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 BJ0209
 BJ0209  VERT ORDER  -  FIRST     CLASS I
 BJ0209
 BJ0209.The horizontal coordinates were scaled from a topographic map and have
 BJ0209.an estimated accuracy of +/- 6 seconds.
 BJ0209
 BJ0209.The orthometric height was determined by differential leveling
 BJ0209.and adjusted by the National Geodetic Survey in February 1994..
 BJ0209
 BJ0209.The geoid height was determined by GEOID03.
 BJ0209
 BJ0209.The dynamic height is computed by dividing the NAVD 88
 BJ0209.geopotential number by the normal gravity value computed on the
 BJ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0209.degrees latitude (g = 980.6199 gals.).
 BJ0209
 BJ0209.The modeled gravity was interpolated from observed gravity values.
 BJ0209
 BJ0209;                    North         East    Units  Estimated Accuracy
 BJ0209;SPC LA S     -   242,910.      961,940.      MT  (+/- 180 meters Scaled)
 BJ0209
 BJ0209                          SUPERSEDED SURVEY CONTROL
 BJ0209
 BJ0209  NAVD 88 (06/15/91)   14.488  (m)           47.53   (f) UNKNOWN     1 1
 BJ0209  NGVD 29 (??/??/??)   14.451  (m)           47.41   (f) ADJUSTED    1 1
 BJ0209
 BJ0209.Superseded values are not recommended for survey control.
 BJ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0209.See file dsdata.txt to determine how the superseded data were derived.
 BJ0209
 BJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP215960(NAD 83)
 BJ0209_MARKER: DD = SURVEY DISK
 BJ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0209_STAMPING: 3624
 BJ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0209+STABILITY: SURFACE MOTION
 BJ0209
 BJ0209  HISTORY     - Date     Condition        Report By
 BJ0209  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0209  HISTORY     - 1966     GOOD             CGS
 BJ0209  HISTORY     - 1976     GOOD             NGS
 BJ0209
 BJ0209                          STATION DESCRIPTION
 BJ0209
 BJ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0209'0.5 MI E FROM MELVILLE.
 BJ0209'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ0209'STATION AT MELVILLE, IN SECTION 26, T 4 S, R 7 E, 2 RAILS EAST OF THE
 BJ0209'EAST END OF THE RAILROAD BRIDGE OVER THE ATCHAFALAYA RIVER, 61 FEET
 BJ0209'NORTH OF THE NORTH RAIL, ON THE TOP OF A LEVEE, 98 FEET WEST OF THE
 BJ0209'CENTER LINE OF STATE ROAD 10, 70 FEET WEST-NORTHWEST OF THE NORTH
 BJ0209'CONCRETE RETAINING WALL OF AN UNDERPASS OF STATE ROAD 10 UNDER THE
 BJ0209'RAILROAD, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET
 BJ0209'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ0209'ABOUT LEVEL WITH THE GROUND.
 BJ0209
 BJ0209                          STATION RECOVERY (1976)
 BJ0209
 BJ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0209'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATE
 BJ0209'HIGHWAY 105 UNDERPASS, 2 RAILS EAST OF THE EAST END OF THE RAILROAD
 BJ0209'BRIDGE OVER THE ATCHAFALAYA RIVER, 60.3 FT NORTH OF THE NORTH RAIL
 BJ0209'10.5 FT EAST OF THE CENTER LINE OF A LEVEE ROAD, 69 FT WEST NORTHWEST
 BJ0209'OF THE NORTH END OF THE NORTHWEST CONCRETE WING WALL OF THE STATE
 BJ0209'HIGHWAY 10 UNDERPASS, 93 FT WEST OF THE CENTER LINE OF STATE HIGHWAY
 BJ0209'EDGE OF A CONCRETE LEVEE LINING ABOUT 2 FT LOWER THAN THE LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0711 ***********************************************************************
 CP0711  DESIGNATION -  3650 A BOLT
 CP0711  PID         -  CP0711
 CP0711  STATE/COUNTY-  LA/MADISON
 CP0711  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0711
 CP0711                         *CURRENT SURVEY CONTROL
 CP0711  ___________________________________________________________________
 CP0711* NAD 83(1986)-  32 17 54.     (N)    090 59 02.     (W)     SCALED    
 CP0711* NAVD 88     -        23.73   (+/-2cm)      77.9    (feet)  VERTCON   
 CP0711  ___________________________________________________________________
 CP0711  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0711
 CP0711  VERT ORDER  -  ? (See Below)
 CP0711
 CP0711.The horizontal coordinates were scaled from a topographic map and have
 CP0711.an estimated accuracy of +/- 6 seconds.
 CP0711
 CP0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0711.The vertical order pertains to the NGVD 29 superseded value.
 CP0711
 CP0711.The geoid height was determined by GEOID03.
 CP0711
 CP0711;                    North         East    Units  Estimated Accuracy
 CP0711;SPC LA N     -   200,390.    1,142,780.      MT  (+/- 180 meters Scaled)
 CP0711
 CP0711                          SUPERSEDED SURVEY CONTROL
 CP0711
 CP0711  NGVD 29 (??/??/92)   23.757  (m)           77.94   (f) ADJ UNCH    ?  
 CP0711
 CP0711.Superseded values are not recommended for survey control.
 CP0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0711.See file dsdata.txt to determine how the superseded data were derived.
 CP0711
 CP0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR898752(NAD 83)
 CP0711_MARKER: B = BOLT
 CP0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0711_SP_SET: STONE
 CP0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0711+STABILITY: SURFACE MOTION
 CP0711
 CP0711  HISTORY     - Date     Condition        Report By
 CP0711  HISTORY     - UNK      MONUMENTED       DOD
 CP0711  HISTORY     - 1934     GOOD             DOD
 CP0711  HISTORY     - 1948     GOOD             NGS
 CP0711
 CP0711                          STATION DESCRIPTION
 CP0711
 CP0711'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0711'4 MI SW FROM DELTA POINT.
 CP0711'ABOUT 4 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0711'MADISON PARISH, ABOUT 1,000 FEET WEST OF THE REID BEDFORD REVETMENT,
 CP0711'562 FEET SOUTHWEST OF LEVEE STATION 3650, 43 FEET NORTHEAST OF A
 CP0711'TRIANGULAR-BLAZED 8-INCH ASH TREE, ABOUT 40 FEET SOUTHEAST OF A
 CP0711'DRAINAGE DITCH, 20 FEET SOUTHWEST OF A 24-INCH SWEET GUM TREE, AND 12
 CP0711'FEET EAST OF A 36-INCH RED OAK TREE.  A COPPER BOLT, SET IN THE TOP OF
 CP0711'A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CP0711'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP0711
 CP0711                          STATION RECOVERY (1948)
 CP0711
 CP0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CP0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0710 ***********************************************************************
 CP0710  DESIGNATION -  3650 A CAP
 CP0710  PID         -  CP0710
 CP0710  STATE/COUNTY-  LA/MADISON
 CP0710  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0710
 CP0710                         *CURRENT SURVEY CONTROL
 CP0710  ___________________________________________________________________
 CP0710* NAD 83(1986)-  32 17 54.     (N)    090 59 02.     (W)     SCALED    
 CP0710* NAVD 88     -        24.95   (+/-2cm)      81.9    (feet)  VERTCON   
 CP0710  ___________________________________________________________________
 CP0710  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0710
 CP0710  VERT ORDER  -  ? (See Below)
 CP0710
 CP0710.The horizontal coordinates were scaled from a topographic map and have
 CP0710.an estimated accuracy of +/- 6 seconds.
 CP0710
 CP0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0710.The vertical order pertains to the NGVD 29 superseded value.
 CP0710
 CP0710.The geoid height was determined by GEOID03.
 CP0710
 CP0710;                    North         East    Units  Estimated Accuracy
 CP0710;SPC LA N     -   200,390.    1,142,780.      MT  (+/- 180 meters Scaled)
 CP0710
 CP0710                          SUPERSEDED SURVEY CONTROL
 CP0710
 CP0710  NGVD 29 (??/??/92)   24.979  (m)           81.95   (f) ADJ UNCH    ?  
 CP0710
 CP0710.Superseded values are not recommended for survey control.
 CP0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0710.See file dsdata.txt to determine how the superseded data were derived.
 CP0710
 CP0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR898752(NAD 83)
 CP0710_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0710_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0710_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0710
 CP0710  HISTORY     - Date     Condition        Report By
 CP0710  HISTORY     - UNK      MONUMENTED       DOD
 CP0710  HISTORY     - 1934     GOOD             DOD
 CP0710  HISTORY     - 1948     GOOD             NGS
 CP0710
 CP0710                          STATION DESCRIPTION
 CP0710
 CP0710'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0710'4 MI SW FROM DELTA POINT.
 CP0710'ABOUT 4 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0710'MADISON PARISH, ABOUT 1,000 FEET WEST OF THE REID BEDFORD REVETMENT,
 CP0710'562 FEET SOUTHWEST OF LEVEE STATION 3650, 43 FEET NORTHEAST OF A
 CP0710'TRIANGULAR-BLAZED 8-INCH ASH TREE, ABOUT 40 FEET SOUTHEAST OF A
 CP0710'DRAINAGE DITCH, 20 FEET SOUTHWEST OF A 24-INCH SWEET GUM TREE, AND 12
 CP0710'FEET EAST OF A 36-INCH RED OAK TREE.  AN IRON PIPE BEARING A CORPS OF
 CP0710'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP0710
 CP0710                          STATION RECOVERY (1948)
 CP0710
 CP0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CP0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3232 ***********************************************************************
 BJ3232  DESIGNATION -  3678
 BJ3232  PID         -  BJ3232
 BJ3232  STATE/COUNTY-  LA/POINTE COUPEE
 BJ3232  USGS QUAD   -  LOTTIE (1994)
 BJ3232
 BJ3232                         *CURRENT SURVEY CONTROL
 BJ3232  ___________________________________________________________________
 BJ3232* NAD 83(1986)-  30 33 26.     (N)    091 39 21.     (W)     SCALED    
 BJ3232* NAVD 88     -         7.528  (meters)      24.70   (feet)  ADJUSTED  
 BJ3232  ___________________________________________________________________
 BJ3232  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ3232  DYNAMIC HT  -           7.518 (meters)      24.67  (feet)  COMP
 BJ3232  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ3232
 BJ3232  VERT ORDER  -  FIRST     CLASS I
 BJ3232
 BJ3232.The horizontal coordinates were scaled from a topographic map and have
 BJ3232.an estimated accuracy of +/- 6 seconds.
 BJ3232
 BJ3232.The orthometric height was determined by differential leveling
 BJ3232.and adjusted by the National Geodetic Survey in February 1994..
 BJ3232
 BJ3232.The geoid height was determined by GEOID03.
 BJ3232
 BJ3232.The dynamic height is computed by dividing the NAVD 88
 BJ3232.geopotential number by the normal gravity value computed on the
 BJ3232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3232.degrees latitude (g = 980.6199 gals.).
 BJ3232
 BJ3232.The modeled gravity was interpolated from observed gravity values.
 BJ3232
 BJ3232;                    North         East    Units  Estimated Accuracy
 BJ3232;SPC LA S     -   228,080.      969,060.      MT  (+/- 180 meters Scaled)
 BJ3232
 BJ3232                          SUPERSEDED SURVEY CONTROL
 BJ3232
 BJ3232  NAVD 88 (06/15/91)    7.579  (m)           24.87   (f) UNKNOWN     1 1
 BJ3232  NGVD 29 (??/??/??)    7.543  (m)           24.75   (f) ADJUSTED    1 1
 BJ3232
 BJ3232.Superseded values are not recommended for survey control.
 BJ3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3232.See file dsdata.txt to determine how the superseded data were derived.
 BJ3232
 BJ3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP289813(NAD 83)
 BJ3232_MARKER: DD = SURVEY DISK
 BJ3232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3232_SP_SET: HEADWALL
 BJ3232_STAMPING: 3678
 BJ3232_MARK LOGO: LAGS  
 BJ3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3232+STABILITY: SURFACE MOTION
 BJ3232
 BJ3232  HISTORY     - Date     Condition        Report By
 BJ3232  HISTORY     - 1976     MONUMENTED       LAGS
 BJ3232  HISTORY     - 1976     SEE DESCRIPTION  NGS
 BJ3232  HISTORY     - 1986     GOOD             NGS
 BJ3232
 BJ3232                          STATION DESCRIPTION
 BJ3232
 BJ3232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ3232'0.8 MI WEST FROM LOTTIE.
 BJ3232'0.8 MILES WEST LONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ3232'HIGHWAY 81, 0.15 MILE EAST OF THE JUNCTION OF A LEVEE ROADD, 77 FT
 BJ3232'NORTH OF THE CENTER LINE OF THE NORTH HIGHWAY LANES, 35.5 FT EAST
 BJ3232'OF POWER LINE POLE NUMBER 704-126 WITH 4 GUY WIRES, 1.0 FT WEST OF
 BJ3232'THE EAST END OF THE HEAD WALL, IN THE TOP OF THE EAST END OF THE
 BJ3232'NORTH CONCRETE HEAD WALL OF A LARGE CULVERT.  4 FEET BELOW HIGHWAY.
 BJ3232
 BJ3232                          STATION RECOVERY (1986)
 BJ3232
 BJ3232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0315 ***********************************************************************
 BJ0315  DESIGNATION -  3680
 BJ0315  PID         -  BJ0315
 BJ0315  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0315  USGS QUAD   -  LOTTIE (1994)
 BJ0315
 BJ0315                         *CURRENT SURVEY CONTROL
 BJ0315  ___________________________________________________________________
 BJ0315* NAD 83(1986)-  30 33 28.     (N)    091 40 30.     (W)     SCALED    
 BJ0315* NAVD 88     -         7.101  (meters)      23.30   (feet)  ADJUSTED  
 BJ0315  ___________________________________________________________________
 BJ0315  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0315  DYNAMIC HT  -           7.092 (meters)      23.27  (feet)  COMP
 BJ0315  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ0315
 BJ0315  VERT ORDER  -  FIRST     CLASS I
 BJ0315
 BJ0315.The horizontal coordinates were scaled from a topographic map and have
 BJ0315.an estimated accuracy of +/- 6 seconds.
 BJ0315
 BJ0315.The orthometric height was determined by differential leveling
 BJ0315.and adjusted by the National Geodetic Survey in February 1994..
 BJ0315
 BJ0315.The geoid height was determined by GEOID03.
 BJ0315
 BJ0315.The dynamic height is computed by dividing the NAVD 88
 BJ0315.geopotential number by the normal gravity value computed on the
 BJ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0315.degrees latitude (g = 980.6199 gals.).
 BJ0315
 BJ0315.The modeled gravity was interpolated from observed gravity values.
 BJ0315
 BJ0315;                    North         East    Units  Estimated Accuracy
 BJ0315;SPC LA S     -   228,150.      967,220.      MT  (+/- 180 meters Scaled)
 BJ0315
 BJ0315                          SUPERSEDED SURVEY CONTROL
 BJ0315
 BJ0315  NAVD 88 (06/15/91)    7.136  (m)           23.41   (f) UNKNOWN     1 1
 BJ0315  NGVD 29 (??/??/??)    7.101  (m)           23.30   (f) ADJUSTED    1 1
 BJ0315
 BJ0315.Superseded values are not recommended for survey control.
 BJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0315.See file dsdata.txt to determine how the superseded data were derived.
 BJ0315
 BJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP270813(NAD 83)
 BJ0315_MARKER: DD = SURVEY DISK
 BJ0315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0315_SP_SET: HEADWALL
 BJ0315_STAMPING: 3680
 BJ0315_MARK LOGO: LAGS  
 BJ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0315+STABILITY: SURFACE MOTION
 BJ0315
 BJ0315  HISTORY     - Date     Condition        Report By
 BJ0315  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0315  HISTORY     - 1964     GOOD             CGS
 BJ0315  HISTORY     - 1976     GOOD             NGS
 BJ0315  HISTORY     - 1986     GOOD             NGS
 BJ0315
 BJ0315                          STATION DESCRIPTION
 BJ0315
 BJ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0315'2.0 MI W FROM LOTTIE.
 BJ0315'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE INTERSECTION OF
 BJ0315'THE HIGHWAY AND STATE ROAD 81 AT LOTTIE, THENCE 1.0 MILE WEST ALONG A
 BJ0315'PAVED ROAD, IN T 6 S, R 8 E, SET IN THE TOP OF THE EAST END OF THE
 BJ0315'NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT, 37 FEET NORTH OF THE
 BJ0315'CENTER LINE OF THE ROAD, 34 FEET NORTHWEST OF POWER POLE 140, 1.5 FEET
 BJ0315'WEST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 BJ0315
 BJ0315                          STATION RECOVERY (1976)
 BJ0315
 BJ0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0315'1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0315'HIGHWAY 81, THENCE 1.1 MILE WEST ALONG A PAVED ROAD, 37 FT NORTH OF
 BJ0315'THE CENTER LINE OF THE ROAD, IN THE TOP OF THE EAST END OF THE
 BJ0315'NORTH CONCRETE HEAD WALL OF A LARGE CULVERT, 0.6 FT WEST OF THE
 BJ0315'EAST END OF THE HEAD WALL.
 BJ0315
 BJ0315                          STATION RECOVERY (1986)
 BJ0315
 BJ0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0316 ***********************************************************************
 BJ0316  DESIGNATION -  3681
 BJ0316  PID         -  BJ0316
 BJ0316  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0316  USGS QUAD   -  LOTTIE (1994)
 BJ0316
 BJ0316                         *CURRENT SURVEY CONTROL
 BJ0316  ___________________________________________________________________
 BJ0316* NAD 83(1986)-  30 33 29.     (N)    091 41 12.     (W)     SCALED    
 BJ0316* NAVD 88     -         7.121  (meters)      23.36   (feet)  ADJUSTED  
 BJ0316  ___________________________________________________________________
 BJ0316  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0316  DYNAMIC HT  -           7.112 (meters)      23.33  (feet)  COMP
 BJ0316  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ0316
 BJ0316  VERT ORDER  -  FIRST     CLASS I
 BJ0316
 BJ0316.The horizontal coordinates were scaled from a topographic map and have
 BJ0316.an estimated accuracy of +/- 6 seconds.
 BJ0316
 BJ0316.The orthometric height was determined by differential leveling
 BJ0316.and adjusted by the National Geodetic Survey in February 1994..
 BJ0316
 BJ0316.The geoid height was determined by GEOID03.
 BJ0316
 BJ0316.The dynamic height is computed by dividing the NAVD 88
 BJ0316.geopotential number by the normal gravity value computed on the
 BJ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0316.degrees latitude (g = 980.6199 gals.).
 BJ0316
 BJ0316.The modeled gravity was interpolated from observed gravity values.
 BJ0316
 BJ0316;                    North         East    Units  Estimated Accuracy
 BJ0316;SPC LA S     -   228,180.      966,100.      MT  (+/- 180 meters Scaled)
 BJ0316
 BJ0316                          SUPERSEDED SURVEY CONTROL
 BJ0316
 BJ0316  NAVD 88 (06/15/91)    7.178  (m)           23.55   (f) UNKNOWN     1 1
 BJ0316  NGVD 29 (??/??/??)    7.143  (m)           23.43   (f) ADJUSTED    1 1
 BJ0316
 BJ0316.Superseded values are not recommended for survey control.
 BJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0316.See file dsdata.txt to determine how the superseded data were derived.
 BJ0316
 BJ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP259813(NAD 83)
 BJ0316_MARKER: DD = SURVEY DISK
 BJ0316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0316_SP_SET: HEADWALL
 BJ0316_STAMPING: 3681
 BJ0316_MARK LOGO: LAGS  
 BJ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0316+STABILITY: SURFACE MOTION
 BJ0316
 BJ0316  HISTORY     - Date     Condition        Report By
 BJ0316  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0316  HISTORY     - 1964     GOOD             CGS
 BJ0316  HISTORY     - 1976     GOOD             NGS
 BJ0316  HISTORY     - 1986     GOOD             NGS
 BJ0316
 BJ0316                          STATION DESCRIPTION
 BJ0316
 BJ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0316'2.75 MI W FROM LOTTIE.
 BJ0316'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE INTERSECTION OF
 BJ0316'THE HIGHWAY AND STATE ROAD 81 AT LOTTIE, THENCE 1.75 MILES WEST ALONG
 BJ0316'A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 190, IN T 6 S, R 8 E, SET
 BJ0316'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A
 BJ0316'CONCRETE CULVERT, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17
 BJ0316'FEET NORTH OF POWER POLE NUMBER 149, 1.0 FOOT WEST OF A METAL WITNESS
 BJ0316'POST, AND ABOUT LEVEL WITH THE ROAD.
 BJ0316
 BJ0316                          STATION RECOVERY (1976)
 BJ0316
 BJ0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0316'1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0316'HIGHWAY 81, THENCE 1.8 MILES WEST ALONG A PAVED ROAD, 35 FT NORTH
 BJ0316'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE EAST END OF THE
 BJ0316'NORTH CONCRETE HEAD WALL OF A LARGE CULVERT, 17 FT NORTH OF POWER
 BJ0316'LINE POLE 152,
 BJ0316
 BJ0316                          STATION RECOVERY (1986)
 BJ0316
 BJ0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2832 ***********************************************************************
 BH2832  DESIGNATION -  36A001
 BH2832  PID         -  BH2832
 BH2832  STATE/COUNTY-  LA/ORLEANS
 BH2832  USGS QUAD   -  LITTLE WOODS (1994)
 BH2832
 BH2832                         *CURRENT SURVEY CONTROL
 BH2832  ___________________________________________________________________
 BH2832* NAD 83(1992)-  30 03 55.32116(N)    089 55 57.68234(W)     ADJUSTED  
 BH2832* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 BH2832  **This station is located in a subsidence area (see below).
 BH2832  ___________________________________________________________________
 BH2832  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH2832  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BH2832
 BH2832  HORZ ORDER  -  SECOND
 BH2832
 BH2832.The horizontal coordinates were established by classical geodetic methods
 BH2832.and adjusted by the National Geodetic Survey in May 1994..
 BH2832
 BH2832 ** The orthometric height has not been validated since last determined
 BH2832 ** by differential leveling and should not be used for control purposes.
 BH2832 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2832 ** area with valid NAVD 88 orthometric heights.
 BH2832 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2832 ** epoch indicated which incorporates improved geoid heights for the
 BH2832 ** Southern Louisiana Subsidence area.
 BH2832 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2832
 BH2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2832
 BH2832.The geoid height was determined by GEOID03.
 BH2832
 BH2832;                    North         East     Units Scale Factor Converg.
 BH2832;SPC LA S     -   174,337.331 1,135,040.947   MT  0.99992638   +0 42 01.2
 BH2832;SPC LA S     -   571,971.73  3,723,880.17   sFT  0.99992638   +0 42 01.2
 BH2832;UTM  16      - 3,329,655.584   217,272.509   MT  1.00058632   -1 28 12.8
 BH2832;UTM  15      - 3,329,996.499   795,711.774   MT  1.00067901   +1 32 16.1
 BH2832
 BH2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2832!SPC LA S     -   1.00000391  x   0.99992638  =   0.99993029
 BH2832!UTM  16      -   1.00000391  x   1.00058632  =   1.00059023
 BH2832!UTM  15      -   1.00000391  x   1.00067901  =   1.00068292
 BH2832
 BH2832:                Primary Azimuth Mark                     Grid Az
 BH2832:SPC LA S     -  36A002                                   037 03 44.2
 BH2832:UTM  16      -  36A002                                   039 13 58.2
 BH2832:UTM  15      -  36A002                                   036 13 29.3
 BH2832
 BH2832|---------------------------------------------------------------------|
 BH2832| PID    Reference Object                     Distance      Geod. Az  |
 BH2832|                                                           dddmmss.s |
 BH2832| BH2825 36A002                              APPROX. 1.5 KM 0374545.4 |
 BH2832|---------------------------------------------------------------------|
 BH2832
 BH2832                          SUPERSEDED SURVEY CONTROL
 BH2832
 BH2832  NAD 83(1992)-  30 03 55.32117(N)    089 55 57.68234(W) AD(       ) 2
 BH2832  NAD 83(1986)-  30 03 55.33490(N)    089 55 57.67887(W) AD(       ) 2
 BH2832  NAD 27      -  30 03 54.61595(N)    089 55 57.43666(W) AD(       ) 2
 BH2832  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 BH2832
 BH2832.Superseded values are not recommended for survey control.
 BH2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2832.See file dsdata.txt to determine how the superseded data were derived.
 BH2832
 BH2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1727329656(NAD 83)
 BH2832_MARKER: DD = SURVEY DISK
 BH2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2832_SP_SET: CONCRETE POST
 BH2832_MARK LOGO: LADH  
 BH2832_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2832+STABILITY: SURFACE MOTION
 BH2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2832+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2832
 BH2832  HISTORY     - Date     Condition        Report By
 BH2832  HISTORY     - 1967     MONUMENTED       LADH
 BH2832  HISTORY     - 1967     GOOD             LADH
 BH2832  HISTORY     - 1972     GOOD             NGS
 BH2832  HISTORY     - 19890628 GOOD             LADTD
 BH2832  HISTORY     - 20060423 MARK NOT FOUND   NGS
 BH2832
 BH2832                          STATION DESCRIPTION
 BH2832
 BH2832'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2832'THIS STATION IS LOCATED IN THE MEDIAN OF INTERSTATE 10, 7.8 MILES
 BH2832'SOUTH OF THE SOUTH END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN
 BH2832'ON INTERSTATE 10. THE STATION IS 30.80 FEET EAST OF REFERENCE MARK
 BH2832'NO. 1, WHICH IS SET IN THE WEST CURB OF THE MEDIAN, 30.75 FEET
 BH2832'WEST OF REFERENCE MARK NO. 2 WHICH IS SET IN THE EAST CURB OF THE
 BH2832'MEDIAN ON INTERSTATE 10, 68.10 FEET EAST OF THE WEST EDGE OF THE
 BH2832'SOUTH BOUND LANE OF INTERSTATE 10, 68.05 FEET WEST OF THE EAST EDGE
 BH2832'OF THE NORTH BOUND LANE OF INTERSTATE 10, AND 1.13 FEET NORTH OF A
 BH2832'METAL WITNESS POST AND SIGN, AND APPROXIMATELY 1000 FEET NORTH OF
 BH2832'THE PARIS ROAD INTERCHANGE.
 BH2832'
 BH2832'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BH2832'CONCRETE POST THAT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 BH2832'GROUND.  STATION IS STAMPED 36A001.
 BH2832'
 BH2832'TO REACH THIS STATION FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2832'LAKE PONTCHARTRAIN ON INTERSTATE 10, DRIVE SOUTH ALONG INTERSTATE 10
 BH2832'FOR 7.8 MILES TO THE STATION WHICH IS SET IN THE MEDIAN OF
 BH2832'INTERSTATE 10.
 BH2832'
 BH2832'REFERENCE MARK NO. 1 IS A 2X3 INCH BRASS PLATE SET IN THE CURB AND
 BH2832'STAMPED WITH AN X. IT IS ALSO STAMPED 36A001.
 BH2832'
 BH2832'REFERENCE MARK NO. 2 STAMPED THE SAME. THE STATION IS A 2X3 INCH
 BH2832'BRASS PLATE WHICH IS SET IN THE CURB ON THE SOUTHEAST SIDE OF THE
 BH2832'MEDIAN 30.75 FEET FROM STATION 36A001.
 BH2832'
 BH2832'NOTE--REFERENCE MARKS ARE SET ON A LINE WITH THE STATION.
 BH2832
 BH2832                          STATION RECOVERY (1967)
 BH2832
 BH2832'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2832'RECOVERED IN GOOD CONDITION.
 BH2832
 BH2832                          STATION RECOVERY (1972)
 BH2832
 BH2832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2832'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2832'CONDITION.  DESCRIPTION BY ROBERT TONEY IN 1967 IS ADEQUATE FOR
 BH2832'RECOVERY.
 BH2832
 BH2832                          STATION RECOVERY (1989)
 BH2832
 BH2832'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2832'THE STATION IS LOCATED ABOUT 12.6 KM (7.85 MI) SOUTHWEST OF THE SOUTH
 BH2832'END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN FOR INTERSTATE HIGHWAY
 BH2832'10 AND 0.9 KM (0.55 MI) NORTHEAST OF THE PARIS ROAD INTERCHANGE FOR
 BH2832'INTERSTATE 10.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH2832'DEVELOPMENT.
 BH2832'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES, GO
 BH2832'SOUTHWEST FOR 12.6 KM (7.85 MI) ON INTERSTATE 10 TO THE MARK SET IN
 BH2832'THE MEDIAN OF THE INTERSTATE.
 BH2832'THE STATION IS 20.7 M (67.9 FT) EAST FROM THE WEST EDGE OF THE SOUTH
 BH2832'BOUND LANES OF THE INTERSTATE, 20.7 M (67.9 FT) WEST FROM THE EAST
 BH2832'EDGE OF THE NORTH BOUND LANES OF THE INTERSTATE AND 0.3 M (1.0 FT)
 BH2832'NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 BH2832'RECESSED 0.6 M (2.0 FT) BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH
 BH2832'THE HIGHWAY.
 BH2832
 BH2832                          STATION RECOVERY (2006)
 BH2832
 BH2832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH2832'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2825 ***********************************************************************
 BH2825  DESIGNATION -  36A002
 BH2825  PID         -  BH2825
 BH2825  STATE/COUNTY-  LA/ORLEANS
 BH2825  USGS QUAD   -  LITTLE WOODS (1994)
 BH2825
 BH2825                         *CURRENT SURVEY CONTROL
 BH2825  ___________________________________________________________________
 BH2825* NAD 83(1992)-  30 04 34.94361(N)    089 55 22.39084(W)     ADJUSTED  
 BH2825* NAVD 88     -         7.9  **(meters)      26.   **(feet)  VERTCON   
 BH2825  **This station is located in a subsidence area (see below).
 BH2825  ___________________________________________________________________
 BH2825  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BH2825  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH2825
 BH2825  HORZ ORDER  -  SECOND
 BH2825
 BH2825.The horizontal coordinates were established by classical geodetic methods
 BH2825.and adjusted by the National Geodetic Survey in May 1994..
 BH2825
 BH2825 ** The orthometric height has not been validated since last determined
 BH2825 ** by differential leveling and should not be used for control purposes.
 BH2825 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2825 ** area with valid NAVD 88 orthometric heights.
 BH2825 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2825 ** epoch indicated which incorporates improved geoid heights for the
 BH2825 ** Southern Louisiana Subsidence area.
 BH2825 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2825
 BH2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2825
 BH2825.The geoid height was determined by GEOID03.
 BH2825
 BH2825;                    North         East     Units Scale Factor Converg.
 BH2825;SPC LA S     -   175,568.824 1,135,971.044   MT  0.99992661   +0 42 18.9
 BH2825;SPC LA S     -   576,012.05  3,726,931.67   sFT  0.99992661   +0 42 18.9
 BH2825;UTM  16      - 3,330,851.747   218,249.226   MT  1.00057952   -1 27 56.8
 BH2825;UTM  15      - 3,331,242.400   796,624.455   MT  1.00068568   +1 32 35.6
 BH2825
 BH2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2825!SPC LA S     -   1.00000290  x   0.99992661  =   0.99992951
 BH2825!UTM  16      -   1.00000290  x   1.00057952  =   1.00058242
 BH2825!UTM  15      -   1.00000290  x   1.00068568  =   1.00068858
 BH2825
 BH2825|---------------------------------------------------------------------|
 BH2825| PID    Reference Object                     Distance      Geod. Az  |
 BH2825|                                                           dddmmss.s |
 BH2825| BH2824 36A003                              356.814 METERS 03746     |
 BH2825|---------------------------------------------------------------------|
 BH2825
 BH2825                          SUPERSEDED SURVEY CONTROL
 BH2825
 BH2825  NAD 83(1992)-  30 04 34.94366(N)    089 55 22.39082(W) AD(       ) 2
 BH2825  NAD 83(1986)-  30 04 34.95959(N)    089 55 22.38802(W) AD(       ) 2
 BH2825  NAD 83(1986)-  30 04 34.95733(N)    089 55 22.38734(W) AD(       ) 2
 BH2825  NAD 27      -  30 04 34.23953(N)    089 55 22.14655(W) AD(       ) 2
 BH2825  NGVD 29 (02/23/90)    8.0    (m)           26.     (f) VERT ANG       
 BH2825
 BH2825.Superseded values are not recommended for survey control.
 BH2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2825.See file dsdata.txt to determine how the superseded data were derived.
 BH2825
 BH2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1824930852(NAD 83)
 BH2825_MARKER: DD = SURVEY DISK
 BH2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2825_SP_SET: CONCRETE POST
 BH2825_MARK LOGO: LADH  
 BH2825_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2825+STABILITY: SURFACE MOTION
 BH2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2825+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2825
 BH2825  HISTORY     - Date     Condition        Report By
 BH2825  HISTORY     - 1967     MONUMENTED       LADH
 BH2825  HISTORY     - 1967     GOOD             LADH
 BH2825  HISTORY     - 1972     MARK NOT FOUND   NGS
 BH2825  HISTORY     - 19890628 GOOD             LADTD
 BH2825
 BH2825                          STATION DESCRIPTION
 BH2825
 BH2825'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2825'THIS STATION IS LOCATED IN THE MEDIAN OF INTERSTATE 10, 6.9 MILES
 BH2825'SOUTH OF THE SOUTH END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN
 BH2825'ON INTERSTATE 10, 30.77 FEET EAST OF REFERENCE MARK NO. 1 WHICH IS
 BH2825'SET ON THE WEST CURB OF THE MEDIAN, 30.77 FEET WEST OF REFERENCE
 BH2825'MARK NO. 2 WHICH IS SET ON THE EAST CURB OF THE MEDIAN, 1.30 FEET
 BH2825'NORTH OF A METAL WITNESS POST AND SIGN, 68.05 FEET WEST OF THE
 BH2825'EAST EDGE OF THE NORTH BOUND LANE OF INTERSTATE 10, 68.03 FEET
 BH2825'EAST OF THE WEST EDGE OF THE SOUTH BOUND LANE ON INTERSTATE 10,
 BH2825'AND APPROXIMATELY IN THE CENTER OF THE FIRST PROPOSED
 BH2825'INTERCHANGE NORTH OF THE PARIS ROAD INTERCHANGE.
 BH2825'
 BH2825'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BH2825'CONCRETE POST THAT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 BH2825'GROUND. STATION IS STAMPED 36A002.
 BH2825'
 BH2825'TO REACH THIS STATION FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2825'LAKE PONTCHARTRAIN ON INTERSTATE 10, DRIVE SOUTH FOR 6.9 MILES TO
 BH2825'THE STATION WHICH IS SET IN THE MEDIAN.
 BH2825'
 BH2825'REFERENCE MARK NO. 1 IS A 2X3 INCH BRASS PLATE SET ON THE NORTHWEST
 BH2825'CURB OF THE MEDIAN ALONG INTERSTATE 10, 30.77 FEET FROM STATION
 BH2825'36A002.
 BH2825'
 BH2825'REFERENCE MARK NO. 2 IS A 2X3 INCH BRASS PLATE SET IN THE SOUTHEAST
 BH2825'CURB OF THE MEDIAN ALONG INTERSTATE 10, 30.77 FEET FROM STATION
 BH2825'36A002.
 BH2825'
 BH2825'NOTE--REFERENCE MARKS ARE SET ON A LINE WITH THE STATION.
 BH2825
 BH2825                          STATION RECOVERY (1967)
 BH2825
 BH2825'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2825'RECOVERED IN GOOD CONDITION.
 BH2825
 BH2825                          STATION RECOVERY (1972)
 BH2825
 BH2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2825'STATION MARK AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 BH2825
 BH2825                          STATION RECOVERY (1989)
 BH2825
 BH2825'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2825'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHEAST OF DOWNTOWN
 BH2825'NEW ORLEANS, 16.1 KM (10.00 MI) NORTH OF CHALMETTE AND 24.1 KM
 BH2825'(15.00 MI) SOUTHWEST OF SLIDELL.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BH2825'TRANSPORTATION AND DEVELOPMENT.
 BH2825'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES FOR
 BH2825'INTERSTATE HIGHWAY 10 OVER LAKE PONTCHARTRAIN, GO SOUTHWEST FOR 11.1
 BH2825'KM (6.90 MI) ON INTERSTATE 10 TO THE MARK SET IN THE MEDIAN AT AN
 BH2825'OVERPASS.
 BH2825'THE STATION IS 20.7 M (67.9 FT) WEST FROM THE EAST EDGE OF THE NORTH
 BH2825'BOUND LANES OF THE INTERSTATE, 20.7 M (67.9 FT) EAST FROM THE WEST
 BH2825'EDGE OF THE SOUTH BOUND LANES OF THE INTERSTATE, 4.3 M (14.1 FT) NORTH
 BH2825'FROM THE NORTH PIER OF A SET OF PIERS FOR AN OVERPASS IN THE MEDIAN
 BH2825'AND 0.3 M (1.0 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BH2825'THE MARK IS RECESSED 10 CM (4 IN) BELOW THE GROUND SURFACE AND ABOUT
 BH2825'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2824 ***********************************************************************
 BH2824  DESIGNATION -  36A003
 BH2824  PID         -  BH2824
 BH2824  STATE/COUNTY-  LA/ORLEANS
 BH2824  USGS QUAD   -  LITTLE WOODS (1994)
 BH2824
 BH2824                         *CURRENT SURVEY CONTROL
 BH2824  ___________________________________________________________________
 BH2824* NAD 83(1992)-  30 04 44.10296(N)    089 55 14.22972(W)     ADJUSTED  
 BH2824* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 BH2824  **This station is located in a subsidence area (see below).
 BH2824  ___________________________________________________________________
 BH2824  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BH2824  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BH2824
 BH2824  HORZ ORDER  -  SECOND
 BH2824
 BH2824.The horizontal coordinates were established by classical geodetic methods
 BH2824.and adjusted by the National Geodetic Survey in May 1994..
 BH2824
 BH2824 ** The orthometric height has not been validated since last determined
 BH2824 ** by differential leveling and should not be used for control purposes.
 BH2824 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2824 ** area with valid NAVD 88 orthometric heights.
 BH2824 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2824 ** epoch indicated which incorporates improved geoid heights for the
 BH2824 ** Southern Louisiana Subsidence area.
 BH2824 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2824
 BH2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2824
 BH2824.The geoid height was determined by GEOID03.
 BH2824
 BH2824;                    North         East     Units Scale Factor Converg.
 BH2824;SPC LA S     -   175,853.515 1,136,186.099   MT  0.99992667   +0 42 22.9
 BH2824;SPC LA S     -   576,946.07  3,727,637.23   sFT  0.99992667   +0 42 22.9
 BH2824;UTM  16      - 3,331,128.267   218,475.059   MT  1.00057794   -1 27 53.1
 BH2824;UTM  15      - 3,331,530.425   796,835.483   MT  1.00068723   +1 32 40.2
 BH2824
 BH2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2824!SPC LA S     -   1.00000388  x   0.99992667  =   0.99993055
 BH2824!UTM  16      -   1.00000388  x   1.00057794  =   1.00058182
 BH2824!UTM  15      -   1.00000388  x   1.00068723  =   1.00069111
 BH2824
 BH2824:                Primary Azimuth Mark                     Grid Az
 BH2824:SPC LA S     -  36A004                                   037 03 43.6
 BH2824:UTM  16      -  36A004                                   039 13 59.6
 BH2824:UTM  15      -  36A004                                   036 13 26.3
 BH2824
 BH2824|---------------------------------------------------------------------|
 BH2824| PID    Reference Object                     Distance      Geod. Az  |
 BH2824|                                                           dddmmss.s |
 BH2824| BH2828 36A004                              APPROX. 1.9 KM 0374606.5 |
 BH2824| BH2825 36A002                              356.814 METERS 21746     |
 BH2824|---------------------------------------------------------------------|
 BH2824
 BH2824                          SUPERSEDED SURVEY CONTROL
 BH2824
 BH2824  NAD 83(1992)-  30 04 44.10299(N)    089 55 14.22972(W) AD(       ) 2
 BH2824  NAD 83(1986)-  30 04 44.11723(N)    089 55 14.22574(W) AD(       ) 2
 BH2824  NAD 27      -  30 04 43.39964(N)    089 55 13.98531(W) AD(       ) 2
 BH2824  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 BH2824
 BH2824.Superseded values are not recommended for survey control.
 BH2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2824.See file dsdata.txt to determine how the superseded data were derived.
 BH2824
 BH2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1847531128(NAD 83)
 BH2824_MARKER: DD = SURVEY DISK
 BH2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2824_SP_SET: CONCRETE POST
 BH2824_MARK LOGO: LADH  
 BH2824_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2824+STABILITY: SURFACE MOTION
 BH2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2824+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2824
 BH2824  HISTORY     - Date     Condition        Report By
 BH2824  HISTORY     - 1967     MONUMENTED       LADH
 BH2824  HISTORY     - 1967     GOOD             LADH
 BH2824  HISTORY     - 1972     GOOD             NGS
 BH2824  HISTORY     - 19890628 GOOD             LADTD
 BH2824
 BH2824                          STATION DESCRIPTION
 BH2824
 BH2824'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2824'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 10, 6.6 MILES FROM
 BH2824'THE SOUTH END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN AT
 BH2824'SLIDELL.  THE STATION IS SET 30.75 FEET EAST OF REFERENCE MARK NO. 1
 BH2824'WHICH IS ON THE WEST CURB OF THE MEDIAN, 30.68 FEET WEST OF
 BH2824'REFERENCE MARK NO. 2 WHICH IS ON THE EAST CURB OF THE MEDIAN,
 BH2824'1.26 FEET NORTH OF A METAL WITNESS POST AND SIGN, 67.95 FEET EAST
 BH2824'OF THE WEST EDGE OF THE SOUTH BOUND ROADWAY, AND 67.95 FEET WEST OF
 BH2824'THE EAST EDGE OF THE NORTH BOUND ROADWAY.
 BH2824'
 BH2824'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BH2824'CONCRETE POST THAT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 BH2824'GROUND.  STATION IS STAMPED 36A003.
 BH2824'
 BH2824'TO REACH THIS STATION FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2824'LAKE PONTCHARTRAIN, DRIVE SOUTH ALONG INTERSTATE 10 FOR 6.6 MILES TO
 BH2824'THE STATION WHICH IS SET IN THE MEDIAN OF THE HIGHWAY.
 BH2824'
 BH2824'REFERENCE MARK NO. 1 IS SET IN THE NORTHWEST CURB OF THE MEDIAN
 BH2824'ALONG INTERSTATE 10, 30.75 FEET FROM STATION 36A003.
 BH2824'
 BH2824'RFERENCE MARK NO. 2 IS SET IN THE SOUTHEAST CURB OF THE MEDIAN ALONG
 BH2824'INTERSTATE 10, 67.95 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 BH2824'SOUTHBOUND ROADWAY.
 BH2824'
 BH2824'NOTE--THESE REFERENCE MARKS ARE SET ON A LINE WITH THE STATION.
 BH2824
 BH2824                          STATION RECOVERY (1967)
 BH2824
 BH2824'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2824'RECOVERED IN GOOD CONDITION.
 BH2824
 BH2824                          STATION RECOVERY (1972)
 BH2824
 BH2824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2824'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 BH2824'CONDITION.  REFERENCE MARK 1 IS ASSUMED DESTROYED BY EVIDENCE OF
 BH2824'CHIPPED CONCRETE ON CURB AT THE POSITION DESCRIBED BY ROBERT TONEY
 BH2824'IN 1967.  DESCRIPTION BY ROBERT TONEY IN 1967 IS ADEQUATE FOR
 BH2824'RECOVERY WITH THE FOLLOWING ADDITION--
 BH2824'
 BH2824'STATION IS ABOUT 12 FEET NORTHWEST OF AN OVERPASS SUPPORT PILING
 BH2824'BETWEEN TWO GUARD RAILS.
 BH2824
 BH2824                          STATION RECOVERY (1989)
 BH2824
 BH2824'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2824'THE STATION IS LOCATED ABOUT 10.6 KM (6.60 MI) SOUTHWEST OF THE SOUTH
 BH2824'END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN FOR INTERSTATE HIGHWAY
 BH2824'10 AND 2.8 KM (1.75 MI) NORTHEAST OF THE PARIS ROAD INTERCHANGE FOR
 BH2824'INTERSTATE 10.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH2824'DEVELOPMENT.
 BH2824'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES, GO
 BH2824'SOUTHWEST FOR 10.6 KM (6.60 MI) ON INTERSTATE 10 TO THE MARK SET IN
 BH2824'THE MEDIAN OF THE INTERSTATE.
 BH2824'THE STATION IS 20.7 M (67.9 FT) EAST FROM THE WEST EDGE OF THE SOUTH
 BH2824'BOUND ROADWAY AND 20.7 M (67.9 FT) WEST FROM THE EAST EDGE OF THE
 BH2824'NORTH BOUND ROADWAY.  THIS MARK WAS NOT FOUND AT THIS DATE.  THE MARK
 BH2824'PROBABLY COULD BE FOUND WITH ANGLES AND EDM MEASUREMENTS OR WITH A
 BH2824'METAL DECTATOR.  THE MARK IS ABOUT 0.6 M (2.0 FT) BELOW THE SURFACE OF
 BH2824'THE GROUND, FILL HAS BEEN ADDED TO THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2828 ***********************************************************************
 BH2828  DESIGNATION -  36A004
 BH2828  PID         -  BH2828
 BH2828  STATE/COUNTY-  LA/ORLEANS
 BH2828  USGS QUAD   -  LITTLE WOODS (1994)
 BH2828
 BH2828                         *CURRENT SURVEY CONTROL
 BH2828  ___________________________________________________________________
 BH2828* NAD 83(1992)-  30 05 31.62953(N)    089 54 31.88203(W)     ADJUSTED  
 BH2828* NAVD 88     -         7.8  **(meters)      26.   **(feet)  VERTCON   
 BH2828  **This station is located in a subsidence area (see below).
 BH2828  ___________________________________________________________________
 BH2828  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BH2828  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BH2828
 BH2828  HORZ ORDER  -  SECOND
 BH2828
 BH2828.The horizontal coordinates were established by classical geodetic methods
 BH2828.and adjusted by the National Geodetic Survey in May 1994..
 BH2828
 BH2828 ** The orthometric height has not been validated since last determined
 BH2828 ** by differential leveling and should not be used for control purposes.
 BH2828 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2828 ** area with valid NAVD 88 orthometric heights.
 BH2828 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2828 ** epoch indicated which incorporates improved geoid heights for the
 BH2828 ** Southern Louisiana Subsidence area.
 BH2828 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2828
 BH2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2828
 BH2828.The geoid height was determined by GEOID03.
 BH2828
 BH2828;                    North         East     Units Scale Factor Converg.
 BH2828;SPC LA S     -   177,330.807 1,137,301.831   MT  0.99992701   +0 42 44.1
 BH2828;SPC LA S     -   581,792.82  3,731,297.76   sFT  0.99992701   +0 42 44.1
 BH2828;UTM  16      - 3,332,563.152   219,646.721   MT  1.00056982   -1 27 33.9
 BH2828
 BH2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2828!SPC LA S     -   1.00000292  x   0.99992701  =   0.99992993
 BH2828!UTM  16      -   1.00000292  x   1.00056982  =   1.00057274
 BH2828
 BH2828:                Primary Azimuth Mark                     Grid Az
 BH2828:SPC LA S     -  36A003                                   217 03 43.6
 BH2828:UTM  16      -  36A003                                   219 14 01.6
 BH2828
 BH2828|---------------------------------------------------------------------|
 BH2828| PID    Reference Object                     Distance      Geod. Az  |
 BH2828|                                                           dddmmss.s |
 BH2828| BH2824 36A003                              APPROX. 1.9 KM 2174627.7 |
 BH2828|---------------------------------------------------------------------|
 BH2828
 BH2828                          SUPERSEDED SURVEY CONTROL
 BH2828
 BH2828  NAD 83(1992)-  30 05 31.62959(N)    089 54 31.88200(W) AD(       ) 2
 BH2828  NAD 83(1986)-  30 05 31.64535(N)    089 54 31.87919(W) AD(       ) 2
 BH2828  NAD 83(1986)-  30 05 31.64450(N)    089 54 31.87743(W) AD(       ) 2
 BH2828  NAD 27      -  30 05 30.92840(N)    089 54 31.63858(W) AD(       ) 2
 BH2828  NGVD 29 (02/23/90)    7.9    (m)           26.     (f) VERT ANG       
 BH2828
 BH2828.Superseded values are not recommended for survey control.
 BH2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2828.See file dsdata.txt to determine how the superseded data were derived.
 BH2828
 BH2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1964732563(NAD 83)
 BH2828_MARKER: DD = SURVEY DISK
 BH2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2828_SP_SET: CONCRETE POST
 BH2828_MARK LOGO: LADH  
 BH2828_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2828+STABILITY: SURFACE MOTION
 BH2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2828+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2828
 BH2828  HISTORY     - Date     Condition        Report By
 BH2828  HISTORY     - 1967     MONUMENTED       LADH
 BH2828  HISTORY     - 1967     GOOD             LADH
 BH2828  HISTORY     - 1972     GOOD             NGS
 BH2828  HISTORY     - 19890628 GOOD             LADTD
 BH2828
 BH2828                          STATION DESCRIPTION
 BH2828
 BH2828'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2828'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 10 IN THE MEDIAN OF
 BH2828'THE HIGHWAY 5.4 MILES FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2828'LAKE PONTCHARTRAIN AT SLIDELL. THE STATION IS 30.75 FEET WEST OF
 BH2828'THE EAST CURB OF THE MEDIAN, 30.76 FEET EAST OF THE WEST CURB OF
 BH2828'THE MEDIAN, 68.05 FEET WEST OF THE EAST EDGE OF THE NORTH BOUND
 BH2828'ROADWAY, AND 68.04 FEET EAST OF THE WEST EDGE OF THE SOUTH BOUND
 BH2828'ROADWAY.
 BH2828'
 BH2828'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BH2828'CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BH2828'STATION IS STAMPED 36A004.
 BH2828'
 BH2828'TO REACH THIS STATION FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2828'LAKE PONTCHARTRAIN AT SLIDELL, FOLLOW ALONG INTERSTATE 10 SOUTH FOR
 BH2828'5.4 MILES TO THE STATION WHICH IS SET IN THE MEDIAN OF THE HIGHWAY.
 BH2828'
 BH2828'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE NORTHWEST
 BH2828'CURB OF THE MEDIAN, 30.75 FEET FROM THE STATION. THE MARK IS STAMPED
 BH2828'REFERENCE MARK NO. 1 36A004.
 BH2828'
 BH2828'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE SOUTHEAST
 BH2828'CURB OF THE MEDIAN, 30.65 FEET FROM THE STATION. THE MARK IS STAMPED
 BH2828'REFERENCE MARK NO. 2 36A004.
 BH2828'
 BH2828'NOTE--THESE REFERENCE MARKS ARE SET ON LINE WITH THE STATION.
 BH2828
 BH2828                          STATION RECOVERY (1967)
 BH2828
 BH2828'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2828'RECOVERED IN GOOD CONDITION.
 BH2828
 BH2828                          STATION RECOVERY (1972)
 BH2828
 BH2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2828'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2828'CONDITION.  DESCRIPTION BY ROBERT TONEY IN 1967 IS ADEQUATE FOR
 BH2828'RECOVERY WITH THE FOLLOWING ADDITION--
 BH2828'
 BH2828'STATION IS ABOUT 12 FEET NORTHWEST OF AN OVERPASS SUPPORT PILING
 BH2828'BETWEEN TWO GUARD RAILS.
 BH2828
 BH2828                          STATION RECOVERY (1989)
 BH2828
 BH2828'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2828'THE STATION IS LOCATED ABOUT 8.7 KM (5.40 MI) SOUTHWEST OF THE SOUTH
 BH2828'END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN FOR INTERSTATE HIGHWAY
 BH2828'10 AND 4.7 KM (2.90 MI) NORTHEAST OF THE PARIS ROAD INTERCHANGE FOR
 BH2828'INTERSTATE 10.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH2828'DEVELOPMENT.
 BH2828'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES, GO
 BH2828'SOUTHWEST FOR 8.7 KM (5.40 MI) ON INTERSTATE 10 TO THE MARK SET IN THE
 BH2828'MEDIAN OF THE INTERSTATE AT AN OVERPASS.
 BH2828'THE STATION IS 20.8 M (68.2 FT) WEST FROM THE EAST EDGE OF THE NORTH
 BH2828'BOUND ROADWAY, 20.7 M (67.9 FT) EAST FROM THE WEST EDGE OF THE SOUTH
 BH2828'BOUND ROADWAY, 4.0 M (13.1 FT) NORTH FROM THE NORTH OVERPASS PILING IN
 BH2828'THE MEDIAN AND 0.3 M (1.0 FT) NORTH FROM A METAL WITNESS POST WITH
 BH2828'SIGN ATTACHED.  THE MARK IS RECESSED 10 CM (4 IN) BELOW THE GROUND
 BH2828'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2829 ***********************************************************************
 BH2829  DESIGNATION -  36A005
 BH2829  PID         -  BH2829
 BH2829  STATE/COUNTY-  LA/ORLEANS
 BH2829  USGS QUAD   -  LITTLE WOODS (1994)
 BH2829
 BH2829                         *CURRENT SURVEY CONTROL
 BH2829  ___________________________________________________________________
 BH2829* NAD 83(1992)-  30 05 51.07769(N)    089 54 15.68297(W)     ADJUSTED  
 BH2829* NAVD 88     -         2.6  **(meters)       9.   **(feet)  VERTCON   
 BH2829  **This station is located in a subsidence area (see below).
 BH2829  ___________________________________________________________________
 BH2829  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BH2829  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BH2829
 BH2829  HORZ ORDER  -  SECOND
 BH2829
 BH2829.The horizontal coordinates were established by classical geodetic methods
 BH2829.and adjusted by the National Geodetic Survey in May 1994..
 BH2829
 BH2829 ** The orthometric height has not been validated since last determined
 BH2829 ** by differential leveling and should not be used for control purposes.
 BH2829 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2829 ** area with valid NAVD 88 orthometric heights.
 BH2829 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2829 ** epoch indicated which incorporates improved geoid heights for the
 BH2829 ** Southern Louisiana Subsidence area.
 BH2829 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2829.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2829
 BH2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2829
 BH2829.The geoid height was determined by GEOID03.
 BH2829
 BH2829;                    North         East     Units Scale Factor Converg.
 BH2829;SPC LA S     -   177,934.980 1,137,728.059   MT  0.99992716   +0 42 52.2
 BH2829;SPC LA S     -   583,775.01  3,732,696.14   sFT  0.99992716   +0 42 52.2
 BH2829;UTM  16      - 3,333,151.116   220,095.827   MT  1.00056671   -1 27 26.7
 BH2829
 BH2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2829!SPC LA S     -   1.00000373  x   0.99992716  =   0.99993089
 BH2829!UTM  16      -   1.00000373  x   1.00056671  =   1.00057044
 BH2829
 BH2829:                Primary Azimuth Mark                     Grid Az
 BH2829:SPC LA S     -  36A004                                   215 12 07.3
 BH2829:UTM  16      -  36A004                                   217 22 26.2
 BH2829
 BH2829|---------------------------------------------------------------------|
 BH2829| PID    Reference Object                     Distance      Geod. Az  |
 BH2829|                                                           dddmmss.s |
 BH2829| BH2828 36A004                              APPROX. 0.7 KM 2155459.5 |
 BH2829|---------------------------------------------------------------------|
 BH2829
 BH2829                          SUPERSEDED SURVEY CONTROL
 BH2829
 BH2829  NAD 83(1992)-  30 05 51.07773(N)    089 54 15.68295(W) AD(       ) 2
 BH2829  NAD 83(1986)-  30 05 51.09237(N)    089 54 15.67854(W) AD(       ) 2
 BH2829  NAD 27      -  30 05 50.37689(N)    089 54 15.44026(W) AD(       ) 2
 BH2829  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 BH2829
 BH2829.Superseded values are not recommended for survey control.
 BH2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2829.See file dsdata.txt to determine how the superseded data were derived.
 BH2829
 BH2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2009633151(NAD 83)
 BH2829_MARKER: DD = SURVEY DISK
 BH2829_SETTING: 0 = UNSPECIFIED SETTING
 BH2829_MARK LOGO: LADH  
 BH2829_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2829+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2829
 BH2829  HISTORY     - Date     Condition        Report By
 BH2829  HISTORY     - 1967     MONUMENTED       LADH
 BH2829  HISTORY     - 1967     GOOD             LADH
 BH2829  HISTORY     - 1972     GOOD             NGS
 BH2829  HISTORY     - 19890628 GOOD             LADTD
 BH2829
 BH2829                          STATION DESCRIPTION
 BH2829
 BH2829'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2829'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 10 IN A BRIDGE, 4.9
 BH2829'MILES FROM THE SOUTH END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN
 BH2829'AT SLIDELL. THE STATION IS A STANDARD BRONZE DISK SET IN THE
 BH2829'SOUTHWEST CORNER OF THE BRIDGE ON THE SOUTH BOUND ROADWAY, IN THE
 BH2829'ABUTMENT EXTENSION WEST OF THE BRIDGE, 28.0 FEET WEST OF THE
 BH2829'CENTERLINE OF THE BRIDGE, 3.50 FEET EAST OF A METAL WITNESS POST
 BH2829'AND SIGN, AND 6 FEET WEST OF THE BRIDGE RAIL.
 BH2829'
 BH2829'TO REACH THIS STATION FROM THE END OF THE TWIN BRIDGES OVER LAKE
 BH2829'PONTCHARTRAIN AT SLIDELL, DRIVE SOUTH ALONG INTERSTATE 10 FOR 4.9
 BH2829'MILES TO THE STATION THAT IS SET IN THE BRIDGE. STATION IS STAMPED
 BH2829'36A005.
 BH2829
 BH2829                          STATION RECOVERY (1967)
 BH2829
 BH2829'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2829'RECOVERED IN GOOD CONDITION.
 BH2829
 BH2829                          STATION RECOVERY (1972)
 BH2829
 BH2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2829'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY ROBERT TONEY IN
 BH2829'1967.
 BH2829
 BH2829                          STATION RECOVERY (1989)
 BH2829
 BH2829'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2829'THE STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) SOUTHWEST OF THE SOUTH
 BH2829'END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN FOR INTERSTATE HIGHWAY
 BH2829'10 AND 5.3 KM (3.30 MI) NORTHEAST OF THE PARIS ROAD INTERCHANGE FOR
 BH2829'INTERSTATE 10.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH2829'DEVELOPMENT.
 BH2829'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES, GO
 BH2829'SOUTHWEST FOR 7.9 KM (4.90 MI) ON INTERSTATE 10 TO THE MARK SET IN THE
 BH2829'SOUTHWEST CORNER OF THE BRIDGE ON THE SOUTH BOUND ROADWAY, IN THE
 BH2829'ABUTMENT EXTENSION.
 BH2829'THE STATION IS 8.5 M (27.9 FT) WEST FROM THE CENTER OF THE BRIDGE
 BH2829'ROADWAY, 1.8 M (5.9 FT) WEST FROM THE BRIDGE RAIL, 1.1 M (3.6 FT) EAST
 BH2829'FROM A METAL WITNESS POST WITH SIGN ATTACHED AND 0.3 M (1.0 FT) EAST
 BH2829'FROM THE WEST END OF THE ABUTMENT.  THE MARK IS FLUSH WITH THE
 BH2829'ABUTMENT AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2826 ***********************************************************************
 BH2826  DESIGNATION -  36A006
 BH2826  PID         -  BH2826
 BH2826  STATE/COUNTY-  LA/ORLEANS
 BH2826  USGS QUAD   -  LITTLE WOODS (1994)
 BH2826
 BH2826                         *CURRENT SURVEY CONTROL
 BH2826  ___________________________________________________________________
 BH2826* NAD 83(1992)-  30 06 31.01096(N)    089 53 38.95081(W)     ADJUSTED  
 BH2826* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 BH2826  **This station is located in a subsidence area (see below).
 BH2826  ___________________________________________________________________
 BH2826  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BH2826  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BH2826
 BH2826  HORZ ORDER  -  SECOND
 BH2826
 BH2826.The horizontal coordinates were established by classical geodetic methods
 BH2826.and adjusted by the National Geodetic Survey in May 1994..
 BH2826
 BH2826 ** The orthometric height has not been validated since last determined
 BH2826 ** by differential leveling and should not be used for control purposes.
 BH2826 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2826 ** area with valid NAVD 88 orthometric heights.
 BH2826 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2826 ** epoch indicated which incorporates improved geoid heights for the
 BH2826 ** Southern Louisiana Subsidence area.
 BH2826 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2826
 BH2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2826
 BH2826.The geoid height was determined by GEOID03.
 BH2826
 BH2826;                    North         East     Units Scale Factor Converg.
 BH2826;SPC LA S     -   179,176.760 1,138,695.990   MT  0.99992751   +0 43 10.6
 BH2826;SPC LA S     -   587,849.09  3,735,871.76   sFT  0.99992751   +0 43 10.6
 BH2826;UTM  16      - 3,334,356.082   221,110.773   MT  1.00055971   -1 27 10.0
 BH2826
 BH2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2826!SPC LA S     -   1.00000388  x   0.99992751  =   0.99993138
 BH2826!UTM  16      -   1.00000388  x   1.00055971  =   1.00056359
 BH2826
 BH2826:                Primary Azimuth Mark                     Grid Az
 BH2826:SPC LA S     -  36A007                                   036 01 04.4
 BH2826:UTM  16      -  36A007                                   038 11 25.0
 BH2826
 BH2826|---------------------------------------------------------------------|
 BH2826| PID    Reference Object                     Distance      Geod. Az  |
 BH2826|                                                           dddmmss.s |
 BH2826| BH2833 36A007                              APPROX. 1.2 KM 0364415.0 |
 BH2826|---------------------------------------------------------------------|
 BH2826
 BH2826                          SUPERSEDED SURVEY CONTROL
 BH2826
 BH2826  NAD 83(1992)-  30 06 31.01097(N)    089 53 38.95076(W) AD(       ) 2
 BH2826  NAD 83(1986)-  30 06 31.02545(N)    089 53 38.94648(W) AD(       ) 2
 BH2826  NAD 27      -  30 06 30.31123(N)    089 53 38.70947(W) AD(       ) 2
 BH2826  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 BH2826
 BH2826.Superseded values are not recommended for survey control.
 BH2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2826.See file dsdata.txt to determine how the superseded data were derived.
 BH2826
 BH2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2111134356(NAD 83)
 BH2826_MARKER: DD = SURVEY DISK
 BH2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2826_SP_SET: CONCRETE POST
 BH2826_MARK LOGO: LADH  
 BH2826_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2826+STABILITY: SURFACE MOTION
 BH2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2826+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2826
 BH2826  HISTORY     - Date     Condition        Report By
 BH2826  HISTORY     - 1967     MONUMENTED       LADH
 BH2826  HISTORY     - 1967     GOOD             LADH
 BH2826  HISTORY     - 1972     GOOD             NGS
 BH2826  HISTORY     - 19890628 GOOD             LADTD
 BH2826
 BH2826                          STATION DESCRIPTION
 BH2826
 BH2826'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2826'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 10 IN THE MEDIAN OF
 BH2826'THE HIGHWAY, 4.0 MILES FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2826'LAKE PONTCHARTRAIN AT SLIDELL. THE STATION IS 30.50 FEET NORTHWEST
 BH2826'OF THE CURB ON THE EAST SIDE OF THE MEDIAN, 30.90 FEET EAST OF THE
 BH2826'WEST CURB, 67.90 FEET WEST OF THE EAST EDGE OF THE NORTH BOUND
 BH2826'ROADWAY, 68.30 FEET EAST OF THE WEST EDGE OF THE SOUTH BOUND
 BH2826'ROADWAY, AND 2.50 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BH2826'
 BH2826'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BH2826'CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BH2826'STATION IS STAMPED 36A006.
 BH2826'
 BH2826'TO REACH THIS STATION FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2826'LAKE PONTCHARTRAIN AT SLIDELL, FOLLOW INTERSTATE 10 SOUTH FOR 4.0
 BH2826'MILES TO THE STATION WHICH IS SET IN THE MEDIAN.
 BH2826'
 BH2826'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE NORTHWEST
 BH2826'CURB OF THE MEDIAN OF INTERSTATE 10, 31.0 FEET FROM THE STATION. THE
 BH2826'MARK IS STAMPED REFERENCE MARK NO. 1 36A006.
 BH2826'
 BH2826'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE SOUTHEAST
 BH2826'CURB OF THE MEDIAN OF INTERSTATE 10, 30.6 FEET FROM THE STATION. THE
 BH2826'MARK IS STAMPED REFERENCE MARK NO. 2 36A006.
 BH2826
 BH2826                          STATION RECOVERY (1967)
 BH2826
 BH2826'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2826'RECOVERED IN GOOD CONDITION.
 BH2826
 BH2826                          STATION RECOVERY (1972)
 BH2826
 BH2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2826'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2826'CONDITION.  DESCRIPTION BY ROBERT TONEY IN 1967 IS ADEQUATE FOR
 BH2826'RECOVERY WITH THE FOLLOWING ADDITION--
 BH2826'
 BH2826'STATION IS LOCATED ABOUT 12 FEET NORTHEAST OF AN OVERPASS SUPPORT
 BH2826'PILING BETWEEN TWO GUARD RAILS.
 BH2826
 BH2826                          STATION RECOVERY (1989)
 BH2826
 BH2826'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2826'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTHWEST OF THE SOUTH
 BH2826'END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN FOR INTERSTATE HIGHWAY
 BH2826'10 AND 9.5 KM (5.90 MI) NORTHEAST OF THE PARIS ROAD INTERCHANGE FOR
 BH2826'INTERSTATE 10.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH2826'DEVELOPMENT.
 BH2826'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES, GO
 BH2826'SOUTHWEST FOR 6.4 KM (4.00 MI) ON INTERSTATE 10 TO THE MARK SET IN THE
 BH2826'MEDIAN OF THE INTERSTATE AT AN OVERPASS.
 BH2826'THE STATION IS 20.8 M (68.2 FT) EAST FROM THE WEST EDGE OF THE SOUTH
 BH2826'BOUND ROADWAY, 20.7 M (67.9 FT) WEST FROM THE EAST EDGE OF THE NORTH
 BH2826'BOUND ROADWAY, 4.0 M (13.1 FT) NORTH FROM THE NORTH PILING OF THE
 BH2826'CENTER SET OF PILINGS AND 0.5 M (1.6 FT) SOUTH FROM A METAL WITNESS
 BH2826'POST WITH SIGN ATTACHED.  THE MARK IS RECESSED 0.3 M (1.0 FT) BELOW
 BH2826'THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2833 ***********************************************************************
 BH2833  DESIGNATION -  36A007
 BH2833  PID         -  BH2833
 BH2833  STATE/COUNTY-  LA/ORLEANS
 BH2833  USGS QUAD   -  LITTLE WOODS (1994)
 BH2833
 BH2833                         *CURRENT SURVEY CONTROL
 BH2833  ___________________________________________________________________
 BH2833* NAD 83(1992)-  30 07 01.76894(N)    089 53 12.54280(W)     ADJUSTED  
 BH2833* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 BH2833  **This station is located in a subsidence area (see below).
 BH2833  ___________________________________________________________________
 BH2833  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BH2833  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BH2833
 BH2833  HORZ ORDER  -  SECOND
 BH2833
 BH2833.The horizontal coordinates were established by classical geodetic methods
 BH2833.and adjusted by the National Geodetic Survey in May 1994..
 BH2833
 BH2833 ** The orthometric height has not been validated since last determined
 BH2833 ** by differential leveling and should not be used for control purposes.
 BH2833 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2833 ** area with valid NAVD 88 orthometric heights.
 BH2833 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2833 ** epoch indicated which incorporates improved geoid heights for the
 BH2833 ** Southern Louisiana Subsidence area.
 BH2833 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2833
 BH2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2833
 BH2833.The geoid height was determined by GEOID03.
 BH2833
 BH2833;                    North         East     Units Scale Factor Converg.
 BH2833;SPC LA S     -   180,132.644 1,139,390.937   MT  0.99992780   +0 43 23.8
 BH2833;SPC LA S     -   590,985.18  3,738,151.77   sFT  0.99992780   +0 43 23.8
 BH2833;UTM  16      - 3,335,285.519   221,841.917   MT  1.00055468   -1 26 58.0
 BH2833
 BH2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2833!SPC LA S     -   1.00000392  x   0.99992780  =   0.99993172
 BH2833!UTM  16      -   1.00000392  x   1.00055468  =   1.00055861
 BH2833
 BH2833:                Primary Azimuth Mark                     Grid Az
 BH2833:SPC LA S     -  36A008                                   038 03 10.0
 BH2833:UTM  16      -  36A008                                   040 13 31.8
 BH2833
 BH2833|---------------------------------------------------------------------|
 BH2833| PID    Reference Object                     Distance      Geod. Az  |
 BH2833|                                                           dddmmss.s |
 BH2833| BH2844 36A008                              APPROX. 1.2 KM 0384633.8 |
 BH2833|---------------------------------------------------------------------|
 BH2833
 BH2833                          SUPERSEDED SURVEY CONTROL
 BH2833
 BH2833  NAD 83(1992)-  30 07 01.76897(N)    089 53 12.54263(W) AD(       ) 2
 BH2833  NAD 83(1986)-  30 07 01.78350(N)    089 53 12.53872(W) AD(       ) 2
 BH2833  NAD 27      -  30 07 01.07031(N)    089 53 12.30262(W) AD(       ) 2
 BH2833  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 BH2833
 BH2833.Superseded values are not recommended for survey control.
 BH2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2833.See file dsdata.txt to determine how the superseded data were derived.
 BH2833
 BH2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2184235286(NAD 83)
 BH2833_MARKER: DD = SURVEY DISK
 BH2833_SETTING: 0 = UNSPECIFIED SETTING
 BH2833_MARK LOGO: LADH  
 BH2833_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2833+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2833
 BH2833  HISTORY     - Date     Condition        Report By
 BH2833  HISTORY     - 1967     MONUMENTED       LADH
 BH2833  HISTORY     - 1967     GOOD             LADH
 BH2833  HISTORY     - 1972     GOOD             NGS
 BH2833  HISTORY     - 19890628 GOOD             LADTD
 BH2833
 BH2833                          STATION DESCRIPTION
 BH2833
 BH2833'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2833'THIS STATION IS SET IN THE NORTHWEST CORNER OF A BRIDGE ON THE SOUTH
 BH2833'BOUND ROADWAY OF INTERSTATE 10. THE STATION IS A STANDARD BRONZE
 BH2833'DISK SET IN THE CURB ABOUT NINE INCHES ABOVE ROADWAY, 5.30 FEET
 BH2833'SOUTH OF A METAL WITNESS POST AND SIGN, 1.10 FEET SOUTH OF A
 BH2833'HEADWALL AND 20.0 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTH
 BH2833'BOUND ROADWAY.
 BH2833'
 BH2833'TO REACH THIS STATION FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2833'LAKE PONTCHARTRAIN AT SLIDELL, FOLLOW INTERSTATE 10 SOUTH FOR 3.3
 BH2833'MILES TO THE STATION WHICH IS SET IN THE BRIDGE. STATION IS STAMPED
 BH2833'36A007.
 BH2833
 BH2833                          STATION RECOVERY (1967)
 BH2833
 BH2833'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2833'RECOVERED IN GOOD CONDITION.
 BH2833
 BH2833                          STATION RECOVERY (1972)
 BH2833
 BH2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2833'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY ROBERT TONEY IN
 BH2833'1967.
 BH2833
 BH2833                          STATION RECOVERY (1989)
 BH2833
 BH2833'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2833'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTHWEST OF THE SOUTH
 BH2833'END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN FOR INTERSTATE HIGHWAY
 BH2833'10 AND 10.7 KM (6.65 MI) NORTHEAST FROM THE PARIS ROAD INTERCHANGE FOR
 BH2833'INTERSTATE 10.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH2833'DEVELOPMENT.
 BH2833'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES, GO
 BH2833'SOUTHWEST FOR 5.3 KM (3.30 MI) ON INTERSTATE 10 TO THE MARK SET IN THE
 BH2833'NORTHWEST CORNER OF A BRIDGE ON THE SOUTH BOUND ROADWAY OF THE
 BH2833'INTERSTATE.
 BH2833'THE STATION IS 6.1 M (20.0 FT) NORTHWEST FROM THE CENTER OF THE SOUTH
 BH2833'BOUND ROADWAY, 1.6 M (5.2 FT) SOUTH FROM A METAL WITNESS POST WITH
 BH2833'SIGN ATTACHED AND 0.3 M (1.0 FT) SOUTH FROM A HEADWALL.  THE MARK IS
 BH2833'FLUSH WITH THE BRIDGE ABUTMENT AND ABOUT 0.2 M (0.7 FT) ABOVE THE
 BH2833'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2844 ***********************************************************************
 BH2844  DESIGNATION -  36A008
 BH2844  PID         -  BH2844
 BH2844  STATE/COUNTY-  LA/ORLEANS
 BH2844  USGS QUAD   -  SOUTH POINT (1994)
 BH2844
 BH2844                         *CURRENT SURVEY CONTROL
 BH2844  ___________________________________________________________________
 BH2844* NAD 83(1992)-  30 07 33.17520(N)    089 52 43.51854(W)     ADJUSTED  
 BH2844* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 BH2844  **This station is located in a subsidence area (see below).
 BH2844  ___________________________________________________________________
 BH2844  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BH2844  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BH2844
 BH2844  HORZ ORDER  -  SECOND
 BH2844
 BH2844.The horizontal coordinates were established by classical geodetic methods
 BH2844.and adjusted by the National Geodetic Survey in May 1994..
 BH2844
 BH2844 ** The orthometric height has not been validated since last determined
 BH2844 ** by differential leveling and should not be used for control purposes.
 BH2844 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2844 ** area with valid NAVD 88 orthometric heights.
 BH2844 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2844 ** epoch indicated which incorporates improved geoid heights for the
 BH2844 ** Southern Louisiana Subsidence area.
 BH2844 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2844
 BH2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2844
 BH2844.The geoid height was determined by GEOID03.
 BH2844
 BH2844;                    North         East     Units Scale Factor Converg.
 BH2844;SPC LA S     -   181,109.421 1,140,155.529   MT  0.99992811   +0 43 38.3
 BH2844;SPC LA S     -   594,189.83  3,740,660.26   sFT  0.99992811   +0 43 38.3
 BH2844;UTM  16      - 3,336,233.196   222,643.494   MT  1.00054919   -1 26 44.8
 BH2844
 BH2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2844!SPC LA S     -   1.00000391  x   0.99992811  =   0.99993202
 BH2844!UTM  16      -   1.00000391  x   1.00054919  =   1.00055310
 BH2844
 BH2844:                Primary Azimuth Mark                     Grid Az
 BH2844:SPC LA S     -  36A007                                   218 03 10.0
 BH2844:UTM  16      -  36A007                                   220 13 33.1
 BH2844
 BH2844|---------------------------------------------------------------------|
 BH2844| PID    Reference Object                     Distance      Geod. Az  |
 BH2844|                                                           dddmmss.s |
 BH2844| BH2833 36A007                              APPROX. 1.2 KM 2184648.3 |
 BH2844|---------------------------------------------------------------------|
 BH2844
 BH2844                          SUPERSEDED SURVEY CONTROL
 BH2844
 BH2844  NAD 83(1992)-  30 07 33.17528(N)    089 52 43.51825(W) AD(       ) 2
 BH2844  NAD 83(1986)-  30 07 33.18983(N)    089 52 43.51486(W) AD(       ) 2
 BH2844  NAD 27      -  30 07 32.47765(N)    089 52 43.27976(W) AD(       ) 2
 BH2844  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 BH2844
 BH2844.Superseded values are not recommended for survey control.
 BH2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2844.See file dsdata.txt to determine how the superseded data were derived.
 BH2844
 BH2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2264336233(NAD 83)
 BH2844_MARKER: DD = SURVEY DISK
 BH2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2844_SP_SET: CONCRETE POST
 BH2844_MARK LOGO: LADH  
 BH2844_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2844+STABILITY: SURFACE MOTION
 BH2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2844+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2844
 BH2844  HISTORY     - Date     Condition        Report By
 BH2844  HISTORY     - 1967     MONUMENTED       LADH
 BH2844  HISTORY     - 1967     GOOD             LADH
 BH2844  HISTORY     - 1972     GOOD             NGS
 BH2844  HISTORY     - 19890628 GOOD             LADTD
 BH2844
 BH2844                          STATION DESCRIPTION
 BH2844
 BH2844'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2844'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 10 IN THE MEDIAN AT
 BH2844'THE P. I. OF THE CURB, 2.4 MILES FROM THE SOUTH END OF THE TWIN
 BH2844'BRIDGES OVER LAKE PONTCHARTRAIN AT SLIDELL THE STATION IS IN THE
 BH2844'SECOND CURVE SOUTH OF THE LAKE BRIDGE, 12.5 FEET NORTHEAST OF A
 BH2844'METAL WITNESS POST AND SIGN, 64.55 FEET NORTHWEST OF THE SOUTH EDGE
 BH2844'OF THE INTERSTATE 10 SLAB, 34.25 SOUTHEAST OF THE CURB ON THE WEST
 BH2844'SIDE OF THE MEDIAN.
 BH2844'
 BH2844'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BH2844'CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BH2844'STATION IS STAMPED 36A008.
 BH2844'
 BH2844'TO REACH THIS STATION FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2844'LAKE PONTCHARTRAIN DRIVE SOUTH ALONG INTERSTATE 10 FOR 2.4 MILES TO
 BH2844'THE STATION WHICH IS SET IN THE MEDIAN.
 BH2844'
 BH2844'REFERENCE MARK NO. 1 IS A 2 X 3 INCH BRASS PLATE WHICH IS SET IN THE
 BH2844'WEST CURB OF THE MEDIAN OF INTERSTATE 10, 34.28 FEET FROM THE
 BH2844'STATION. THE MARK IS STAMPED REFERENCE MARK NO. 1 36A008.
 BH2844'
 BH2844'REFERENCE MARK NO. 2 IS A 2 X 3 INCH BRASS PLATE SET IN THE EAST
 BH2844'CURB OF THE MEDIAN OF INTERSTATE 10, 27.20 FEET FROM THE STATION.
 BH2844'THE MARK IS STAMPED REFERENCE MARK NO. 2, 36A008.
 BH2844'
 BH2844'NOTE--REFERENCE MARKS ARE SET ON A LINE WITH THE STATION.
 BH2844
 BH2844                          STATION RECOVERY (1967)
 BH2844
 BH2844'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2844'RECOVERED IN GOOD CONDITION.
 BH2844
 BH2844                          STATION RECOVERY (1972)
 BH2844
 BH2844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2844'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2844'CONDITION AS DESCRIBED BY ROBERT TONEY IN 1967.
 BH2844
 BH2844                          STATION RECOVERY (1989)
 BH2844
 BH2844'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2844'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) SOUTHWEST OF THE SOUTH
 BH2844'END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN FOR INTERSTATE HIGHWAY
 BH2844'10 AND 12 KM (7.45 MI) NORTHEAST FROM THE PARIS ROAD INTERCHANGE FOR
 BH2844'INTERSTATE 10.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH2844'DEVELOPMENT.
 BH2844'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES, GO
 BH2844'SOUTHWEST FOR 3.9 KM (2.40 MI) ON INTERSTATE 10 TO THE MARK SET IN THE
 BH2844'MEDIAN, IN THE SECOND CURVE SOUTH OF THE LAKE BRIDGE.
 BH2844'THE STATION IS 19.7 M (64.6 FT) NORTHWEST FROM THE SOUTH EDGE OF THE
 BH2844'INTERSTATE SLAB AND 10.4 M (34.1 FT) SOUTHEAST FROM THE CURB ON THE
 BH2844'WEST SIDE OF THE MEDIAN.  THIS MARK WAS NOT RECOVERED AT THIS TIME.
 BH2844'THE MARK SEEMS TO BE COVERED WITH ABOUT 1.5 M (4.9 FT) OF FILL THAT
 BH2844'HAS BEEN ADDED TO THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2795 ***********************************************************************
 BH2795  DESIGNATION -  36A009
 BH2795  PID         -  BH2795
 BH2795  STATE/COUNTY-  LA/ORLEANS
 BH2795  USGS QUAD   -  NORTH SHORE (1994)
 BH2795
 BH2795                         *CURRENT SURVEY CONTROL
 BH2795  ___________________________________________________________________
 BH2795* NAD 83(1992)-  30 07 59.03229(N)    089 52 22.74414(W)     ADJUSTED  
 BH2795* NAVD 88     -         4.1  **(meters)      13.   **(feet)  VERTCON   
 BH2795  **This station is located in a subsidence area (see below).
 BH2795  ___________________________________________________________________
 BH2795  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BH2795  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BH2795
 BH2795  HORZ ORDER  -  SECOND
 BH2795
 BH2795.The horizontal coordinates were established by classical geodetic methods
 BH2795.and adjusted by the National Geodetic Survey in May 1994..
 BH2795
 BH2795 ** The orthometric height has not been validated since last determined
 BH2795 ** by differential leveling and should not be used for control purposes.
 BH2795 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2795 ** area with valid NAVD 88 orthometric heights.
 BH2795 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2795 ** epoch indicated which incorporates improved geoid heights for the
 BH2795 ** Southern Louisiana Subsidence area.
 BH2795 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2795
 BH2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2795
 BH2795.The geoid height was determined by GEOID03.
 BH2795
 BH2795;                    North         East     Units Scale Factor Converg.
 BH2795;SPC LA S     -   181,912.588 1,140,701.384   MT  0.99992840   +0 43 48.7
 BH2795;SPC LA S     -   596,824.88  3,742,451.12   sFT  0.99992840   +0 43 48.7
 BH2795;UTM  16      - 3,337,015.569   223,219.770   MT  1.00054524   -1 26 35.5
 BH2795
 BH2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2795!SPC LA S     -   1.00000351  x   0.99992840  =   0.99993191
 BH2795!UTM  16      -   1.00000351  x   1.00054524  =   1.00054875
 BH2795
 BH2795:                Primary Azimuth Mark                     Grid Az
 BH2795:SPC LA S     -  36A010                                   028 30 24.6
 BH2795:UTM  16      -  36A010                                   030 40 48.8
 BH2795
 BH2795|---------------------------------------------------------------------|
 BH2795| PID    Reference Object                     Distance      Geod. Az  |
 BH2795|                                                           dddmmss.s |
 BH2795| BH2796 36A010                              APPROX. 0.5 KM 0291413.3 |
 BH2795| BH2828 36A004                              APPROX. 5.7 KM 2171816.6 |
 BH2795|---------------------------------------------------------------------|
 BH2795
 BH2795                          SUPERSEDED SURVEY CONTROL
 BH2795
 BH2795  NAD 83(1992)-  30 07 59.03241(N)    089 52 22.74383(W) AD(       ) 2
 BH2795  NAD 83(1986)-  30 07 59.04700(N)    089 52 22.74058(W) AD(       ) 2
 BH2795  NAD 27      -  30 07 58.33568(N)    089 52 22.50612(W) AD(       ) 2
 BH2795  NGVD 29 (07/19/86)    4.2    (m)           14.     (f) VERT ANG       
 BH2795
 BH2795.Superseded values are not recommended for survey control.
 BH2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2795.See file dsdata.txt to determine how the superseded data were derived.
 BH2795
 BH2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2322037016(NAD 83)
 BH2795_MARKER: DD = SURVEY DISK
 BH2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2795_SP_SET: CONCRETE POST
 BH2795_MARK LOGO: LADH  
 BH2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2795+STABILITY: SURFACE MOTION
 BH2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2795+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2795
 BH2795  HISTORY     - Date     Condition        Report By
 BH2795  HISTORY     - 1967     MONUMENTED       LADH
 BH2795  HISTORY     - 1967     GOOD             LADH
 BH2795  HISTORY     - 1972     GOOD             NGS
 BH2795  HISTORY     - 19890628 GOOD             LADTD
 BH2795
 BH2795                          STATION DESCRIPTION
 BH2795
 BH2795'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2795'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 10 IN THE MEDIAN OF
 BH2795'THE HIGHWAY ON A LEVEE, 1.8 MILES FROM THE SOUTH END OF THE TWIN
 BH2795'BRIDGES OVER LAKE PONTCHARTRAIN. THE STATION IS 1.20 FEET NORTH OF
 BH2795'A METAL WITNESS POST AND SIGN, 30.60 FEET WEST OF THE EAST CURB,
 BH2795'30.65 FEET EAST OF THE WEST CURB, 67.80 FEET EAST OF THE WEST
 BH2795'EDGE OF THE SOUTH BOUND ROADWAY, AND 68.0 FEET WEST OF THE EAST EDGE
 BH2795'OF THE NORTH BOUND ROADWAY.
 BH2795'
 BH2795'THE STATION IS A STANDARD BRONZE DISK SET IN A ROUND CONCRETE POST
 BH2795'THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND. STATION IS STAMPED
 BH2795'36A009.
 BH2795'
 BH2795'TO REACH THIS STATION FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2795'LAKE PONTCHARTRAIN AT SLIDELL, DRIVE SOUTH ON INTERSTATE 10 FOR 1.8
 BH2795'MILES TO THE STATION WHICH IS SET IN THE MEDIAN ON THE LEVEE.
 BH2795'
 BH2795'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE SOUTHEAST
 BH2795'CURB OF INTERSTATE 10, 30.70 FEET FROM THE STATION. THE MARK IS
 BH2795'STAMPED 36A009.
 BH2795'
 BH2795'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE NORTHWEST
 BH2795'CURB OF INTERSTATE 10, 30.70 FEET FROM THE STATION. THE MARK IS
 BH2795'STAMPED 36A009.
 BH2795'
 BH2795'NOTE--REFERENCE MARKS ARE SET ON A LINE WITH THE STATION.
 BH2795
 BH2795                          STATION RECOVERY (1967)
 BH2795
 BH2795'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2795'RECOVERED IN GOOD CONDITION.
 BH2795
 BH2795                          STATION RECOVERY (1972)
 BH2795
 BH2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2795'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2795'CONDITION AS DESCRIBED BY ROBERT TONEY IN 1967.
 BH2795
 BH2795                          STATION RECOVERY (1989)
 BH2795
 BH2795'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2795'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTHWEST OF THE SOUTH
 BH2795'END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN FOR INTERSTATE HIGHWAY
 BH2795'10 AND 13.0 KM (8.10 MI) NORTHEAST OF THE PARIS ROAD INTERCHANGE FOR
 BH2795'INTERSTATE 10.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH2795'DEVELOPMENT.
 BH2795'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES, GO
 BH2795'SOUTHWEST FOR 2.9 KM (1.80 MI) ON INTERSTATE 10 TO THE MARK SET IN THE
 BH2795'MEDIAN, ON TOP OF A LEVEE RUNNING EAST-WEST.
 BH2795'THE STATION IS 20.7 M (67.9 FT) WEST FROM THE EAST EDGE OF THE NORTH
 BH2795'BOUND ROADWAY, 20.7 M (67.9 FT) EAST FROM THE WEST EDGE OF THE SOUTH
 BH2795'BOUND ROADWAY AND 0.4 M (1.3 FT) NORTH FROM A METAL WITNESS POST WITH
 BH2795'SIGN ATTACHED.  THE MARK IS RECESSED 0.6 M (2.0 FT) BELOW THE GROUND
 BH2795'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2796 ***********************************************************************
 BH2796  DESIGNATION -  36A010
 BH2796  PID         -  BH2796
 BH2796  STATE/COUNTY-  LA/ORLEANS
 BH2796  USGS QUAD   -  NORTH SHORE (1994)
 BH2796
 BH2796                         *CURRENT SURVEY CONTROL
 BH2796  ___________________________________________________________________
 BH2796* NAD 83(1992)-  30 08 13.45194(N)    089 52 13.45827(W)     ADJUSTED  
 BH2796* NAVD 88     -         3.1  **(meters)      10.   **(feet)  VERTCON   
 BH2796  **This station is located in a subsidence area (see below).
 BH2796  ___________________________________________________________________
 BH2796  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BH2796  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BH2796
 BH2796  HORZ ORDER  -  SECOND
 BH2796
 BH2796.The horizontal coordinates were established by classical geodetic methods
 BH2796.and adjusted by the National Geodetic Survey in May 1994..
 BH2796
 BH2796 ** The orthometric height has not been validated since last determined
 BH2796 ** by differential leveling and should not be used for control purposes.
 BH2796 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2796 ** area with valid NAVD 88 orthometric heights.
 BH2796 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2796 ** epoch indicated which incorporates improved geoid heights for the
 BH2796 ** Southern Louisiana Subsidence area.
 BH2796 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2796
 BH2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2796
 BH2796.The geoid height was determined by GEOID03.
 BH2796
 BH2796;                    North         East     Units Scale Factor Converg.
 BH2796;SPC LA S     -   182,359.714 1,140,944.223   MT  0.99992856   +0 43 53.3
 BH2796;SPC LA S     -   598,291.83  3,743,247.84   sFT  0.99992856   +0 43 53.3
 BH2796;UTM  16      - 3,337,453.434   223,479.551   MT  1.00054347   -1 26 31.4
 BH2796
 BH2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2796!SPC LA S     -   1.00000366  x   0.99992856  =   0.99993222
 BH2796!UTM  16      -   1.00000366  x   1.00054347  =   1.00054714
 BH2796
 BH2796:                Primary Azimuth Mark                     Grid Az
 BH2796:SPC LA S     -  HERBES                                   034 05 47.7
 BH2796:UTM  16      -  HERBES                                   036 16 12.4
 BH2796
 BH2796|---------------------------------------------------------------------|
 BH2796| PID    Reference Object                     Distance      Geod. Az  |
 BH2796|                                                           dddmmss.s |
 BH2796| BH2794 HERBES                              APPROX. 2.4 KM 0344941.0 |
 BH2796| BH2795 36A009                              APPROX. 0.5 KM 2091417.9 |
 BH2796|---------------------------------------------------------------------|
 BH2796
 BH2796                          SUPERSEDED SURVEY CONTROL
 BH2796
 BH2796  NAD 83(1992)-  30 08 13.45191(N)    089 52 13.45809(W) AD(       ) 2
 BH2796  NAD 83(1986)-  30 08 13.46667(N)    089 52 13.45477(W) AD(       ) 2
 BH2796  NAD 27      -  30 08 12.75581(N)    089 52 13.22064(W) AD(       ) 2
 BH2796  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 BH2796
 BH2796.Superseded values are not recommended for survey control.
 BH2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2796.See file dsdata.txt to determine how the superseded data were derived.
 BH2796
 BH2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2348037453(NAD 83)
 BH2796_MARKER: DD = SURVEY DISK
 BH2796_SETTING: 0 = UNSPECIFIED SETTING
 BH2796_MARK LOGO: LADH  
 BH2796_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2796+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2796
 BH2796  HISTORY     - Date     Condition        Report By
 BH2796  HISTORY     - 1967     MONUMENTED       LADH
 BH2796  HISTORY     - 1967     GOOD             LADH
 BH2796  HISTORY     - 1972     GOOD             NGS
 BH2796  HISTORY     - 19890628 GOOD             LADTD
 BH2796
 BH2796                          STATION DESCRIPTION
 BH2796
 BH2796'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2796'THIS STATION IS SET IN THE NORTHWEST CORNER OF A FRONTAGE ROAD
 BH2796'BRIDGE. THE STATION IS A STANDARD BRONZE DISK SET IN THE ABUTMENT
 BH2796'6.70 FEET EAST OF THE WEST CURB, 13.10 FEET SOUTH OF A METAL
 BH2796'WITNESS POST AND SIGN, 6.0 FEET WEST OF CENTERLINE OF ROADWAY OF
 BH2796'THE BRIDGE.
 BH2796'
 BH2796'TO REACH THIS STATION FROM THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2796'LAKE PONTCHARTRAIN AT SLIDELL, FOLLOW INTERSTATE 10 SOUTH FOR 1.5
 BH2796'MILES TO THE STATION WHICH IS SET IN THE SERVICE ROAD BRIDGE.
 BH2796'STATION IS STAMPED 36A010.
 BH2796
 BH2796                          STATION RECOVERY (1967)
 BH2796
 BH2796'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2796'RECOVERED IN GOOD CONDITION.
 BH2796
 BH2796                          STATION RECOVERY (1972)
 BH2796
 BH2796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2796'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY ROBERT TONEY
 BH2796'IN 1967.
 BH2796
 BH2796                          STATION RECOVERY (1989)
 BH2796
 BH2796'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2796'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF THE SOUTH
 BH2796'END OF THE TWIN BRIDGES OVER LAKE PONTCHARTRAIN FOR INTERSTATE HIGHWAY
 BH2796'10 AND 13.5 KM (8.40 MI) NORTHEAST OF THE PARIS ROAD INTERCHANGE FOR
 BH2796'INTERSTATE 10.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH2796'DEVELOPMENT.
 BH2796'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES, GO
 BH2796'SOUTHWEST FOR 2.4 KM (1.50 MI) ON INTERSTATE 10 TO THE MARK ON THE
 BH2796'RIGHT, SET IN THE NORTHWEST CORNER OF A FRONTAGE ROAD BRIDGE.
 BH2796'THE STATION IS 4.0 M (13.1 FT) SOUTH FROM A METAL WITNESS POST WITH
 BH2796'SIGN ATTACHED, 2.0 M (6.6 FT) EAST FROM THE WEST CURB AND 1.8 M
 BH2796'(5.9 FT) WEST FROM THE CENTER OF THE BRIDGE ROADWAY.  THE MARK IS
 BH2796'FLUSH WITH THE BRIDGE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2799 ***********************************************************************
 BH2799  DESIGNATION -  36A011
 BH2799  PID         -  BH2799
 BH2799  STATE/COUNTY-  LA/ORLEANS
 BH2799  USGS QUAD   -  NORTH SHORE (1994)
 BH2799
 BH2799                         *CURRENT SURVEY CONTROL
 BH2799  ___________________________________________________________________
 BH2799* NAD 83(1992)-  30 09 15.36584(N)    089 51 17.50972(W)     ADJUSTED  
 BH2799* NAVD 88     -         4.6  **(meters)      15.   **(feet)  VERTCON   
 BH2799  **This station is located in a subsidence area (see below).
 BH2799  ___________________________________________________________________
 BH2799  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BH2799  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BH2799
 BH2799  HORZ ORDER  -  SECOND
 BH2799
 BH2799.The horizontal coordinates were established by classical geodetic methods
 BH2799.and adjusted by the National Geodetic Survey in May 1994..
 BH2799
 BH2799 ** The orthometric height has not been validated since last determined
 BH2799 ** by differential leveling and should not be used for control purposes.
 BH2799 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2799 ** area with valid NAVD 88 orthometric heights.
 BH2799 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2799 ** epoch indicated which incorporates improved geoid heights for the
 BH2799 ** Southern Louisiana Subsidence area.
 BH2799 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2799
 BH2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2799
 BH2799.The geoid height was determined by GEOID03.
 BH2799
 BH2799;                    North         East     Units Scale Factor Converg.
 BH2799;SPC LA S     -   184,285.153 1,142,416.850   MT  0.99992931   +0 44 21.3
 BH2799;SPC LA S     -   604,608.87  3,748,079.28   sFT  0.99992931   +0 44 21.3
 BH2799;UTM  16      - 3,339,322.765   225,025.096   MT  1.00053295   -1 26 05.9
 BH2799
 BH2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2799!SPC LA S     -   1.00000343  x   0.99992931  =   0.99993274
 BH2799!UTM  16      -   1.00000343  x   1.00053295  =   1.00053639
 BH2799
 BH2799:                Primary Azimuth Mark                     Grid Az
 BH2799:SPC LA S     -  52A001 LDH 1965                          041 52 58.2
 BH2799:UTM  16      -  52A001 LDH 1965                          044 03 25.4
 BH2799
 BH2799|---------------------------------------------------------------------|
 BH2799| PID    Reference Object                     Distance      Geod. Az  |
 BH2799|                                                           dddmmss.s |
 BH2799| BH2793 52A001 LDH 1965                     APPROX. 6.5 KM 0423719.5 |
 BH2799| BH2794 HERBES                              140.682 METERS 29938     |
 BH2799|---------------------------------------------------------------------|
 BH2799
 BH2799                          SUPERSEDED SURVEY CONTROL
 BH2799
 BH2799  NAD 83(1992)-  30 09 15.36592(N)    089 51 17.50975(W) AD(       ) 2
 BH2799  NAD 83(1986)-  30 09 15.38062(N)    089 51 17.50640(W) AD(       ) 2
 BH2799  NAD 27      -  30 09 14.67176(N)    089 51 17.27421(W) AD(       ) 2
 BH2799  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 BH2799
 BH2799.Superseded values are not recommended for survey control.
 BH2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2799.See file dsdata.txt to determine how the superseded data were derived.
 BH2799
 BH2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2502539323(NAD 83)
 BH2799_MARKER: DD = SURVEY DISK
 BH2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2799_SP_SET: CONCRETE POST
 BH2799_MARK LOGO: LADH  
 BH2799_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2799+STABILITY: SURFACE MOTION
 BH2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2799+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 BH2799
 BH2799  HISTORY     - Date     Condition        Report By
 BH2799  HISTORY     - 1967     MONUMENTED       LADH
 BH2799  HISTORY     - 1967     GOOD             LADH
 BH2799  HISTORY     - 1972     GOOD             NGS
 BH2799  HISTORY     - 1975     GOOD             LADH
 BH2799  HISTORY     - 19890628 GOOD             LADTD
 BH2799
 BH2799                          STATION DESCRIPTION
 BH2799
 BH2799'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2799'THIS STATION IS LOCATED AT THE SOUTH END OF THE TWIN BRIDGES OVER
 BH2799'LAKE PONTCHARTRAIN NEAR SLIDELL. THE STATION IS SET IN THE MEDIAN,
 BH2799'1.30 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 23.60 FEET
 BH2799'SOUTH OF THE SOUTHEAST CORNER OF THE SOUTH BOUND BRIDGE OF THE
 BH2799'TWIN BRIDGES, 23.45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BH2799'NORTH BOUND BRIDGE, 29.50 FEET SOUTH OF THE NORTH CURB OF THE
 BH2799'MEDIAN AND 29.45 FEET NORTH OF THE SOUTH CURB OF THE MEDIAN,
 BH2799'17.18 FEET SOUTH OF THE SOUTH END OF THE TWIN BRIDGES OVER LAKE
 BH2799'PONTCHARTRAIN.
 BH2799'
 BH2799'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BH2799'CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BH2799'STATION IS STAMPED 36A011.
 BH2799'
 BH2799'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE SOUTHWEST
 BH2799'CORNER OF THE NORTH BOUND BRIDGE OVER LAKE PONTCHARTRAIN ON
 BH2799'INTERSTATE 10. IT IS 24.05 FEET NORTHEAST OF THE STATION AND IS
 BH2799'STAMPED 36A011 RM NO. 1.
 BH2799'
 BH2799'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE SOUTHEAST
 BH2799'CORNER OF THE SOUTH BOUND BRIDGE OVER LAKE PONTCHARTRAIN ON
 BH2799'INTERSTATE 10. IT IS 24.09 FEET NORTHWEST OF THE STATION AND IS
 BH2799'STAMPED 36A011 RM NO. 2.
 BH2799'
 BH2799'NOTE--REFERENCE MARKS ARE SET IN A CONCRETE SLAB AT THE CORNER OF
 BH2799'EACH BRIDGE.
 BH2799
 BH2799                          STATION RECOVERY (1967)
 BH2799
 BH2799'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967
 BH2799'RECOVERED IN GOOD CONDITION.
 BH2799
 BH2799                          STATION RECOVERY (1972)
 BH2799
 BH2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2799'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2799'CONDITION AS DESCRIBED BY ROBERT TONEY IN 1967.
 BH2799
 BH2799                          STATION RECOVERY (1975)
 BH2799
 BH2799'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1975 (BRJ)
 BH2799'U.S.C. AND G.S. 36A011 GOOD
 BH2799'
 BH2799'NOT WITHIN LIMITS OF JOB.  DESCRIPTION IS ADEQUATE.
 BH2799
 BH2799                          STATION RECOVERY (1989)
 BH2799
 BH2799'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2799'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH-SOUTHWEST OF
 BH2799'SLIDELL, AT THE SOUTH END OF THE TWIN BRIDGES FOR INTERSTATE 10 OVER
 BH2799'LAKE PONTCHARTRAIN.
 BH2799'THE STATION IS 9.1 M (29.9 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF
 BH2799'THE NORTH BOUND BRIDGE, 9.0 M (29.5 FT) SOUTHEAST FROM THE SOUTHEAST
 BH2799'CORNER OF THE SOUTH BOUND BRIDGE, 9.0 M (29.5 FT) WEST FROM A METAL
 BH2799'GUARD RAIL, 5.2 M (17.1 FT) SOUTH FROM THE SOUTH END OF THE TWIN
 BH2799'BRIDGES AND 3.7 M (12.1 FT) SOUTH FROM A CHAIN LINK FENCE BETWEEN THE
 BH2799'BRIDGES IN THE MEDIAN.  THE MARK IS RECESSED 30 CM (1 FT) BELOW THE
 BH2799'GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3939 ***********************************************************************
 BJ3939  DESIGNATION -  37 87
 BJ3939  PID         -  BJ3939
 BJ3939  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3939  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3939
 BJ3939                         *CURRENT SURVEY CONTROL
 BJ3939  ___________________________________________________________________
 BJ3939* NAD 83(1986)-  30 26 05.     (N)    091 08 06.     (W)     SCALED    
 BJ3939* NAVD 88     -        12.914  (meters)      42.37   (feet)  ADJUSTED  
 BJ3939  ___________________________________________________________________
 BJ3939  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3939  DYNAMIC HT  -          12.897 (meters)      42.31  (feet)  COMP
 BJ3939  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BJ3939
 BJ3939  VERT ORDER  -  SECOND    CLASS II
 BJ3939
 BJ3939.The horizontal coordinates were scaled from a topographic map and have
 BJ3939.an estimated accuracy of +/- 6 seconds.
 BJ3939
 BJ3939.The orthometric height was determined by differential leveling
 BJ3939.and adjusted by the National Geodetic Survey in February 1994..
 BJ3939
 BJ3939.The geoid height was determined by GEOID03.
 BJ3939
 BJ3939.The dynamic height is computed by dividing the NAVD 88
 BJ3939.geopotential number by the normal gravity value computed on the
 BJ3939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3939.degrees latitude (g = 980.6199 gals.).
 BJ3939
 BJ3939.The modeled gravity was interpolated from observed gravity values.
 BJ3939
 BJ3939;                    North         East    Units  Estimated Accuracy
 BJ3939;SPC LA S     -   214,470.    1,019,050.      MT  (+/- 180 meters Scaled)
 BJ3939
 BJ3939                          SUPERSEDED SURVEY CONTROL
 BJ3939
 BJ3939.No superseded survey control is available for this station.
 BJ3939
 BJ3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP791684(NAD 83)
 BJ3939_MARKER: DB = BENCH MARK DISK
 BJ3939_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3939_SP_SET: BRIDGE ABUTMENT
 BJ3939_STAMPING: 37-87 1987
 BJ3939_MARK LOGO: LA-033
 BJ3939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3939+STABILITY: SURFACE MOTION
 BJ3939
 BJ3939  HISTORY     - Date     Condition        Report By
 BJ3939  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3939
 BJ3939                          STATION DESCRIPTION
 BJ3939
 BJ3939'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3939'IN BATON ROUGE.
 BJ3939'ABOUT 2.1 KM (1.3 MI) NORTH ON COLLEGE DRIVE FROM THE INTERSTATE
 BJ3939'HIGHWAY 10 OVER COLLEGE DRIVE TO THE MARK SET IN THE SOUTHEAST CORNER
 BJ3939'OF A BRIDGE AT THE WEBB GOLF COURSE, JUST NORTH OF A SIGNAL LIGHT AND
 BJ3939'A CROSSWALK GOING FROM GOLF COURSE TO GOLF COURSE, ABOUT 0.61 METERS
 BJ3939'(2 FEET) NORTH OF THE SOUTHEAST CORNER OF BRIDGE SET NEAR THE BRIDGE
 BJ3939'RAIL.
 BJ3939'THE MARK IS 2.03 METERS  NE FROM A WITNESS POST.
 BJ3939'THE MARK IS 0.31 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2678 ***********************************************************************
 CQ2678  DESIGNATION -  37 A 001
 CQ2678  PID         -  CQ2678
 CQ2678  STATE/COUNTY-  LA/OUACHITA
 CQ2678  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2678
 CQ2678                         *CURRENT SURVEY CONTROL
 CQ2678  ___________________________________________________________________
 CQ2678* NAD 83(1992)-  32 30 40.61578(N)    092 11 31.11235(W)     ADJUSTED  
 CQ2678* NAVD 88     -        49.3    (meters)     162.     (feet)  VERTCON   
 CQ2678  ___________________________________________________________________
 CQ2678  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CQ2678  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2678
 CQ2678  HORZ ORDER  -  SECOND
 CQ2678
 CQ2678.The horizontal coordinates were established by classical geodetic methods
 CQ2678.and adjusted by the National Geodetic Survey in January 1993..
 CQ2678
 CQ2678.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2678
 CQ2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2678
 CQ2678.The geoid height was determined by GEOID03.
 CQ2678
 CQ2678;                    North         East     Units Scale Factor Converg.
 CQ2678;SPC LA N     -   223,046.635 1,028,942.558   MT  0.99996826   +0 09 46.3
 CQ2678;SPC LA N     -   731,778.83  3,375,789.04   sFT  0.99996826   +0 09 46.3
 CQ2678;UTM  15      - 3,597,397.405   575,896.729   MT  0.99967103   +0 26 03.5
 CQ2678
 CQ2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2678!SPC LA N     -   0.99999632  x   0.99996826  =   0.99996458
 CQ2678!UTM  15      -   0.99999632  x   0.99967103  =   0.99966735
 CQ2678
 CQ2678:                Primary Azimuth Mark                     Grid Az
 CQ2678:SPC LA N     -  31 C 011                                 265 38 27.6
 CQ2678:UTM  15      -  31 C 011                                 265 22 10.4
 CQ2678
 CQ2678|---------------------------------------------------------------------|
 CQ2678| PID    Reference Object                     Distance      Geod. Az  |
 CQ2678|                                                           dddmmss.s |
 CQ2678| CQ2677 31 C 011                            APPROX. 2.7 KM 2654813.9 |
 CQ2678|---------------------------------------------------------------------|
 CQ2678
 CQ2678                          SUPERSEDED SURVEY CONTROL
 CQ2678
 CQ2678  NAD 83(1986)-  32 30 40.62913(N)    092 11 31.10476(W) AD(       ) 2
 CQ2678  NAD 27      -  32 30 40.10665(N)    092 11 30.61340(W) AD(       ) 2
 CQ2678  NGVD 29 (07/19/86)   49.4    (m)          162.     (f) VERT ANG       
 CQ2678
 CQ2678.Superseded values are not recommended for survey control.
 CQ2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2678.See file dsdata.txt to determine how the superseded data were derived.
 CQ2678
 CQ2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7589797397(NAD 83)
 CQ2678_MARKER: DD = SURVEY DISK
 CQ2678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ2678_SP_SET: BRIDGE ABUTMENT
 CQ2678_STAMPING: 37A001
 CQ2678_MARK LOGO: LADH  
 CQ2678_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2678+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1991
 CQ2678
 CQ2678  HISTORY     - Date     Condition        Report By
 CQ2678  HISTORY     - 1966     MONUMENTED       LADH
 CQ2678  HISTORY     - 1980     GOOD             LADTD
 CQ2678  HISTORY     - 1987     GOOD             LADTD
 CQ2678  HISTORY     - 19910515 GOOD             USPSQD
 CQ2678  HISTORY     - 19910522 GOOD             LADTD
 CQ2678
 CQ2678                          STATION DESCRIPTION
 CQ2678
 CQ2678'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2678'STATION IS SET IN THE NORTHWEST CORNER OF THE WELLS ROAD
 CQ2678'OVERPASS AND INTERCHANGE AND IS MARKED BY A STANDARD BRONZE
 CQ2678'DISK SET IN THE ROADWAY OF THE OVERPASS IN THE ABUTMENT
 CQ2678'(2.58 FEET EAST OF THE CURB).  STATION IS 7.18 FEET SOUTHEAST
 CQ2678'OF A METAL WITNESS POST AND SIGN, 11.45 FEET WEST OF THE
 CQ2678'CENTERLINE OF WELLS ROAD, AND IS STAMPED 37A001.
 CQ2678'
 CQ2678'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE
 CQ2678'IN MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1
 CQ2678'MILE TO THE ELEVATED RAMP LEADING TO THE WEST BOUND LANE ON
 CQ2678'INTERSTATE 20, THENCE WEST ALONG INTERSTATE 20 FOR 4.33 MILES
 CQ2678'TO THE STATION SET IN THE OVERPASS.
 CQ2678'
 CQ2678'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2678
 CQ2678                          STATION RECOVERY (1980)
 CQ2678
 CQ2678'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 CQ2678'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 CQ2678'1966.
 CQ2678
 CQ2678                          STATION RECOVERY (1987)
 CQ2678
 CQ2678'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2678'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2678
 CQ2678                          STATION RECOVERY (1991)
 CQ2678
 CQ2678'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2678'RECOVERED IN GOOD CONDITION.
 CQ2678
 CQ2678                          STATION RECOVERY (1991)
 CQ2678
 CQ2678'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 CQ2678'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF WEST MONROE AND
 CQ2678'28.0 MI (45.1 KM) EAST OF RUSTON ALONG INTERSTATE HIGHWAY 20.
 CQ2678'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 CQ2678'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE HIGHWAY
 CQ2678'34 IN WEST MONROE, GO WEST FOR 3.35 MI (5.39 KM) ON HIGHWAY 20 TO THE
 CQ2678'WELLS ROAD INTERCHANGE AND THE STATION SET IN THE NORTHWEST CORNER OF
 CQ2678'THE OVERPASS ROADWAY. THE STATION IS 11.5 FT (3.5 M) WEST FROM THE
 CQ2678'CENTER OF WELLS ROAD, 7.0 FT (2.1 M) SOUTHEAST FROM A METAL WITNESS
 CQ2678'POST WITH SIGN ATTACHED, 2.5 FT (0.8 M) EAST FROM THE WEST CURB AND
 CQ2678'FLUSH WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0847 ***********************************************************************
 BJ0847  DESIGNATION -  37 CAP
 BJ0847  PID         -  BJ0847
 BJ0847  STATE/COUNTY-  LA/IBERVILLE
 BJ0847  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0847
 BJ0847                         *CURRENT SURVEY CONTROL
 BJ0847  ___________________________________________________________________
 BJ0847* NAD 83(1986)-  30 17 29.     (N)    091 14 05.     (W)     SCALED    
 BJ0847* NAVD 88     -         8.05   (+/-2cm)      26.4    (feet)  VERTCON   
 BJ0847  ___________________________________________________________________
 BJ0847  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0847
 BJ0847  VERT ORDER  -  ? (See Below)
 BJ0847
 BJ0847.The horizontal coordinates were scaled from a topographic map and have
 BJ0847.an estimated accuracy of +/- 6 seconds.
 BJ0847
 BJ0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0847.The vertical order pertains to the NGVD 29 superseded value.
 BJ0847
 BJ0847.The geoid height was determined by GEOID03.
 BJ0847
 BJ0847;                    North         East    Units  Estimated Accuracy
 BJ0847;SPC LA S     -   198,570.    1,009,490.      MT  (+/- 180 meters Scaled)
 BJ0847
 BJ0847                          SUPERSEDED SURVEY CONTROL
 BJ0847
 BJ0847  NGVD 29 (??/??/??)    8.066  (m)           26.46   (f) ADJUSTED    ?  
 BJ0847
 BJ0847.Superseded values are not recommended for survey control.
 BJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0847.See file dsdata.txt to determine how the superseded data were derived.
 BJ0847
 BJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP697523(NAD 83)
 BJ0847_MARKER: P = PIPE CAP
 BJ0847_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0847_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0847
 BJ0847  HISTORY     - Date     Condition        Report By
 BJ0847  HISTORY     - UNK      MONUMENTED       DOD
 BJ0847  HISTORY     - 1964     GOOD             CGS
 BJ0847  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0847
 BJ0847                          STATION DESCRIPTION
 BJ0847
 BJ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0847'IN PLAQUEMINE.
 BJ0847'AT PLAQUEMINE, IBERVILLE PARISH, ON THE RIGHT BANK OF THE MISSISSIPPI
 BJ0847'RIVER, AT THE NORTHWEST CORNER OF THE ST. JOHN SCHOOL AND CHURCH YARD,
 BJ0847'32 FEET SOUTH OF THE ROAD ALONG THE LOWER SIDE OF PLAQUEMINE BAYOU,
 BJ0847'OPPOSITE THE SOUTHWEST CORNER STONE OF LOCK RESERVATION, 26 FEET
 BJ0847'SOUTHWEST OF A DRINKING FOUNTAIN, 12 FEET EAST OF A CROSS CUT IN THE
 BJ0847'EAST WALL OF THE BLAIR MOTOR CO. BUILDING, 9 FEET EAST OF A WEST
 BJ0847'FENCE, 9 FEET SOUTH OF A BUILDING, 6 FEET NORTH OF A CAMPHOR TREE, AND
 BJ0847'NEAR A 1/2-INCH STEEL ROD PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND. AN
 BJ0847'IRON PIPE ABOUT 6 INCHES UNDER GROUND AND BEARING A CORPS OF
 BJ0847'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- THE AREA AT THE DESCRIBED
 BJ0847'LOCATION OF THIS MARK IS NOW A CITY PARKING LOT AND IS COVERED BY
 BJ0847'PAVEMENT.  THE MARK IS BELIEVED TO HAVE BEEN COVERED OVER.
 BJ0847
 BJ0847                          STATION RECOVERY (1976)
 BJ0847
 BJ0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0847'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 BJ0847'THIS MARK NOT RECOVERED IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0287 ***********************************************************************
 BJ0287  DESIGNATION -  37 EABPL
 BJ0287  PID         -  BJ0287
 BJ0287  STATE/COUNTY-  LA/IBERVILLE
 BJ0287  USGS QUAD   -  COW BAYOU (1992)
 BJ0287
 BJ0287                         *CURRENT SURVEY CONTROL
 BJ0287  ___________________________________________________________________
 BJ0287* NAD 83(1986)-  30 20 03.     (N)    091 31 17.     (W)     SCALED    
 BJ0287* NAVD 88     -         5.378  (meters)      17.64   (feet)  ADJUSTED  
 BJ0287  ___________________________________________________________________
 BJ0287  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0287  DYNAMIC HT  -           5.371 (meters)      17.62  (feet)  COMP
 BJ0287  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 BJ0287
 BJ0287  VERT ORDER  -  FIRST     CLASS I
 BJ0287
 BJ0287.The horizontal coordinates were scaled from a topographic map and have
 BJ0287.an estimated accuracy of +/- 6 seconds.
 BJ0287
 BJ0287.The orthometric height was determined by differential leveling
 BJ0287.and adjusted by the National Geodetic Survey in February 1994..
 BJ0287
 BJ0287.The geoid height was determined by GEOID03.
 BJ0287
 BJ0287.The dynamic height is computed by dividing the NAVD 88
 BJ0287.geopotential number by the normal gravity value computed on the
 BJ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0287.degrees latitude (g = 980.6199 gals.).
 BJ0287
 BJ0287.The modeled gravity was interpolated from observed gravity values.
 BJ0287
 BJ0287;                    North         East    Units  Estimated Accuracy
 BJ0287;SPC LA S     -   203,320.      981,920.      MT  (+/- 180 meters Scaled)
 BJ0287
 BJ0287                          SUPERSEDED SURVEY CONTROL
 BJ0287
 BJ0287  NGVD 29 (??/??/??)    5.399  (m)           17.71   (f) ADJUSTED    1 1
 BJ0287
 BJ0287.Superseded values are not recommended for survey control.
 BJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0287.See file dsdata.txt to determine how the superseded data were derived.
 BJ0287
 BJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP421567(NAD 83)
 BJ0287_MARKER: DD = SURVEY DISK
 BJ0287_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0287_SP_SET: 93 FT IRON PIPE
 BJ0287_STAMPING: PBM 37 EABPL 1976 USE
 BJ0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0287
 BJ0287  HISTORY     - Date     Condition        Report By
 BJ0287  HISTORY     - 1976     MONUMENTED       USE
 BJ0287  HISTORY     - 1976     GOOD             NGS
 BJ0287
 BJ0287                          STATION DESCRIPTION
 BJ0287
 BJ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0287'4.9 MI SOUTH FROM RAMAH.
 BJ0287'4.9 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0287'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, AT THE
 BJ0287'JUNCTION OF A GRAVELED ROAD LEADING SOUTHEAST, 234 FT SOUTHEAST OF
 BJ0287'THE CENTER OF THE JUNCTION, 48 FT SOUTHWEST OF THE CENTER LINE OF
 BJ0287'THE ROAD, 29 FT NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 BJ0287'SOUTHEAST, A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 93
 BJ0287'FEET ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 73 FT WITH
 BJ0287'A 3-INCH SCREW CAP FOR ACCESS. THE SCREW CAP PROTECTS 22 INCHES
 BJ0287'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0275 ***********************************************************************
 CQ0275  DESIGNATION -  37 V 1 LADH
 CQ0275  PID         -  CQ0275
 CQ0275  STATE/COUNTY-  LA/OUACHITA
 CQ0275  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0275
 CQ0275                         *CURRENT SURVEY CONTROL
 CQ0275  ___________________________________________________________________
 CQ0275* NAD 83(1986)-  32 30 18.     (N)    092 07 35.     (W)     SCALED    
 CQ0275* NAVD 88     -        27.164  (meters)      89.12   (feet)  ADJUSTED  
 CQ0275  ___________________________________________________________________
 CQ0275  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0275  DYNAMIC HT  -          27.134 (meters)      89.02  (feet)  COMP
 CQ0275  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 CQ0275
 CQ0275  VERT ORDER  -  FIRST     CLASS I
 CQ0275
 CQ0275.The horizontal coordinates were scaled from a topographic map and have
 CQ0275.an estimated accuracy of +/- 6 seconds.
 CQ0275
 CQ0275.The orthometric height was determined by differential leveling
 CQ0275.and adjusted by the National Geodetic Survey in June 1991..
 CQ0275
 CQ0275.The geoid height was determined by GEOID03.
 CQ0275
 CQ0275.The dynamic height is computed by dividing the NAVD 88
 CQ0275.geopotential number by the normal gravity value computed on the
 CQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0275.degrees latitude (g = 980.6199 gals.).
 CQ0275
 CQ0275.The modeled gravity was interpolated from observed gravity values.
 CQ0275
 CQ0275;                    North         East    Units  Estimated Accuracy
 CQ0275;SPC LA N     -   222,370.    1,035,110.      MT  (+/- 180 meters Scaled)
 CQ0275
 CQ0275                          SUPERSEDED SURVEY CONTROL
 CQ0275
 CQ0275  NGVD 29 (??/??/??)   27.211  (m)           89.27   (f) ADJUSTED    1 1
 CQ0275
 CQ0275.Superseded values are not recommended for survey control.
 CQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0275.See file dsdata.txt to determine how the superseded data were derived.
 CQ0275
 CQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR820967(NAD 83)
 CQ0275_MARKER: DE = TRAVERSE STATION DISK
 CQ0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0275_SP_SET: BRIDGE
 CQ0275_STAMPING: 37 V 1 1968
 CQ0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0275+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ0275
 CQ0275  HISTORY     - Date     Condition        Report By
 CQ0275  HISTORY     - 1968     MONUMENTED       LADH
 CQ0275  HISTORY     - 1969     GOOD             CGS
 CQ0275  HISTORY     - 19961102 GOOD             USPSQD
 CQ0275  HISTORY     - 20001021 GOOD             USPSQD
 CQ0275  HISTORY     - 20030301 GOOD             USPSQD
 CQ0275
 CQ0275                          STATION DESCRIPTION
 CQ0275
 CQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0275'1.3 MI NW FROM MONROE.
 CQ0275'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0275'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0275'THENCE 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 80 WHICH IS LOUISVILLE
 CQ0275'STREET, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CQ0275'THE TOP OF THE SOUTHWEST END OF THE BASE FOR THE SOUTHEAST CONCRETE
 CQ0275'GUARD RAIL WHICH IS ON THE CONCRETE HIGHWAY BRIDGE OVER THE OUACHITA
 CQ0275'RIVER, 1 FOOT NORTHEAST OF THE NORTH CORNER OF THE CONCRETE LIGHT POST
 CQ0275'AT THE SOUTH CORNER OF THE BRIDGE, 21 FEET NORTHEAST OF METAL WITNESS
 CQ0275'POST, AND ABOUT 3 1/2 FEET ABOVE THE SIDEWALK WHICH CROSSES THE
 CQ0275'BRIDGE.
 CQ0275
 CQ0275                          STATION RECOVERY (1996)
 CQ0275
 CQ0275'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0275'RECOVERED IN GOOD CONDITION.
 CQ0275
 CQ0275                          STATION RECOVERY (2000)
 CQ0275
 CQ0275'RECOVERY NOTE BY US POWER SQUADRON 2000 (TDJ)
 CQ0275'RECOVERED IN GOOD CONDITION.
 CQ0275
 CQ0275                          STATION RECOVERY (2003)
 CQ0275
 CQ0275'RECOVERY NOTE BY US POWER SQUADRON 2003 (LIL)
 CQ0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0285 ***********************************************************************
 CQ0285  DESIGNATION -  37 V 10 LADH
 CQ0285  PID         -  CQ0285
 CQ0285  STATE/COUNTY-  LA/OUACHITA
 CQ0285  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0285
 CQ0285                         *CURRENT SURVEY CONTROL
 CQ0285  ___________________________________________________________________
 CQ0285* NAD 83(1986)-  32 36 48.     (N)    092 10 00.     (W)     SCALED    
 CQ0285* NAVD 88     -        22.695  (meters)      74.46   (feet)  ADJUSTED  
 CQ0285  ___________________________________________________________________
 CQ0285  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0285  DYNAMIC HT  -          22.670 (meters)      74.38  (feet)  COMP
 CQ0285  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 CQ0285
 CQ0285  VERT ORDER  -  SECOND    CLASS 0
 CQ0285
 CQ0285.The horizontal coordinates were scaled from a topographic map and have
 CQ0285.an estimated accuracy of +/- 6 seconds.
 CQ0285
 CQ0285.The orthometric height was determined by differential leveling
 CQ0285.and adjusted by the National Geodetic Survey in June 1991..
 CQ0285
 CQ0285.The geoid height was determined by GEOID03.
 CQ0285
 CQ0285.The dynamic height is computed by dividing the NAVD 88
 CQ0285.geopotential number by the normal gravity value computed on the
 CQ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0285.degrees latitude (g = 980.6199 gals.).
 CQ0285
 CQ0285.The modeled gravity was interpolated from observed gravity values.
 CQ0285
 CQ0285;                    North         East    Units  Estimated Accuracy
 CQ0285;SPC LA N     -   234,370.    1,031,290.      MT  (+/- 180 meters Scaled)
 CQ0285
 CQ0285                          SUPERSEDED SURVEY CONTROL
 CQ0285
 CQ0285  NGVD 29 (??/??/??)   22.771  (m)           74.71   (f) ADJUSTED    2 0
 CQ0285
 CQ0285.Superseded values are not recommended for survey control.
 CQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0285.See file dsdata.txt to determine how the superseded data were derived.
 CQ0285
 CQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS781087(NAD 83)
 CQ0285_MARKER: DE = TRAVERSE STATION DISK
 CQ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0285_STAMPING: 37 V 10 1968
 CQ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0285+STABILITY: SURFACE MOTION
 CQ0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0285+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 CQ0285
 CQ0285  HISTORY     - Date     Condition        Report By
 CQ0285  HISTORY     - 1968     MONUMENTED       LADH
 CQ0285  HISTORY     - 1968     GOOD             LADH
 CQ0285  HISTORY     - 20050813 GOOD             USPSQD
 CQ0285
 CQ0285                          STATION DESCRIPTION
 CQ0285
 CQ0285'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0285'8.9 MI NW FROM WEST MONROE.
 CQ0285'LOCATED 1.7 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE U. S. HIGHWAY
 CQ0285'80 OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 7.2
 CQ0285'MILES TO THE MARK ON THE LEFT.  IT IS 110 FEET WEST OF THE CENTERLINE
 CQ0285'OF THE HIGHWAY, 30 FEET WEST OF THE NORTH END OF A CONCRETE CULVERT AT
 CQ0285'A WOODS ROAD, 38 FEET NORTH OF A FLOOD LIGHT POLE, 10 FEET EAST OF A
 CQ0285'12-INCH WHITE OAK TREE AND 2 FEET WEST OF A STEEL WITNESS POST. IT IS
 CQ0285'A LDH AND C AND GS TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST
 CQ0285'PROJECTING 4 INCHES.
 CQ0285
 CQ0285                          STATION RECOVERY (2005)
 CQ0285
 CQ0285'RECOVERY NOTE BY US POWER SQUADRON 2005 (TDJ)
 CQ0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0286 ***********************************************************************
 CQ0286  DESIGNATION -  37 V 11 LADH
 CQ0286  PID         -  CQ0286
 CQ0286  STATE/COUNTY-  LA/OUACHITA
 CQ0286  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0286
 CQ0286                         *CURRENT SURVEY CONTROL
 CQ0286  ___________________________________________________________________
 CQ0286* NAD 83(1986)-  32 37 35.     (N)    092 10 34.     (W)     SCALED    
 CQ0286* NAVD 88     -        23.873  (meters)      78.32   (feet)  ADJUSTED  
 CQ0286  ___________________________________________________________________
 CQ0286  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0286  DYNAMIC HT  -          23.846 (meters)      78.23  (feet)  COMP
 CQ0286  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 CQ0286
 CQ0286  VERT ORDER  -  SECOND    CLASS 0
 CQ0286
 CQ0286.The horizontal coordinates were scaled from a topographic map and have
 CQ0286.an estimated accuracy of +/- 6 seconds.
 CQ0286
 CQ0286.The orthometric height was determined by differential leveling
 CQ0286.and adjusted by the National Geodetic Survey in June 1991..
 CQ0286
 CQ0286.The geoid height was determined by GEOID03.
 CQ0286
 CQ0286.The dynamic height is computed by dividing the NAVD 88
 CQ0286.geopotential number by the normal gravity value computed on the
 CQ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0286.degrees latitude (g = 980.6199 gals.).
 CQ0286
 CQ0286.The modeled gravity was interpolated from observed gravity values.
 CQ0286
 CQ0286;                    North         East    Units  Estimated Accuracy
 CQ0286;SPC LA N     -   235,820.    1,030,400.      MT  (+/- 180 meters Scaled)
 CQ0286
 CQ0286                          SUPERSEDED SURVEY CONTROL
 CQ0286
 CQ0286  NGVD 29 (??/??/??)   23.950  (m)           78.58   (f) ADJUSTED    2 0
 CQ0286
 CQ0286.Superseded values are not recommended for survey control.
 CQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0286.See file dsdata.txt to determine how the superseded data were derived.
 CQ0286
 CQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS772101(NAD 83)
 CQ0286_MARKER: DE = TRAVERSE STATION DISK
 CQ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0286_STAMPING: 37 V 11 1968
 CQ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0286+STABILITY: SURFACE MOTION
 CQ0286
 CQ0286  HISTORY     - Date     Condition        Report By
 CQ0286  HISTORY     - 1968     MONUMENTED       LADH
 CQ0286  HISTORY     - 1968     GOOD             LADH
 CQ0286  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ0286
 CQ0286                          STATION DESCRIPTION
 CQ0286
 CQ0286'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0286'9.9 MI NW FROM WEST MONROE.
 CQ0286'LOCATED 1.7 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE U. S. HIGHWAY
 CQ0286'80 OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 8.2
 CQ0286'MILES TO THE MARK ON THE LEFT.  IT IS 0.5 MILES SOUTH OF THE
 CQ0286'OUACHITA-UNION PARISH BOUNDRY, 77 FEET WEST OF THE CENTERLINE OF THE
 CQ0286'HIGHWAY, 8 FEET SOUTHEAST OF A 12-INCH PINE TREE, 10 FEET NORTH OF A
 CQ0286'18-INCH PINE TREE AND 2 FEET WEST OF A STEEL WITNESS POST.  IT IS A
 CQ0286'LDH AND C AND GS TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST
 CQ0286'PROJECTING 4 INCHES.
 CQ0286
 CQ0286                          STATION RECOVERY (2005)
 CQ0286
 CQ0286'RECOVERY NOTE BY US POWER SQUADRON 2005 (TDJ)
 CQ0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3415 ***********************************************************************
 CQ3415  DESIGNATION -  37 V 12
 CQ3415  PID         -  CQ3415
 CQ3415  STATE/COUNTY-  LA/OUACHITA
 CQ3415  USGS QUAD   -  STERLINGTON (1994)
 CQ3415
 CQ3415                         *CURRENT SURVEY CONTROL
 CQ3415  ___________________________________________________________________
 CQ3415* NAD 83(1986)-  32 42 02.     (N)    092 00 53.     (W)     SCALED    
 CQ3415* NAVD 88     -        26.078  (meters)      85.56   (feet)  ADJUSTED  
 CQ3415  ___________________________________________________________________
 CQ3415  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3415  DYNAMIC HT  -          26.049 (meters)      85.46  (feet)  COMP
 CQ3415  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CQ3415
 CQ3415  VERT ORDER  -  SECOND    CLASS I
 CQ3415
 CQ3415.The horizontal coordinates were scaled from a topographic map and have
 CQ3415.an estimated accuracy of +/- 6 seconds.
 CQ3415
 CQ3415.The orthometric height was determined by differential leveling
 CQ3415.and adjusted by the National Geodetic Survey in June 1991..
 CQ3415
 CQ3415.The geoid height was determined by GEOID03.
 CQ3415
 CQ3415.The dynamic height is computed by dividing the NAVD 88
 CQ3415.geopotential number by the normal gravity value computed on the
 CQ3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3415.degrees latitude (g = 980.6199 gals.).
 CQ3415
 CQ3415.The modeled gravity was interpolated from observed gravity values.
 CQ3415
 CQ3415;                    North         East    Units  Estimated Accuracy
 CQ3415;SPC LA N     -   244,100.    1,045,500.      MT  (+/- 180 meters Scaled)
 CQ3415
 CQ3415                          SUPERSEDED SURVEY CONTROL
 CQ3415
 CQ3415.No superseded survey control is available for this station.
 CQ3415
 CQ3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS923185(NAD 83)
 CQ3415_MARKER: DD = SURVEY DISK
 CQ3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3415_SP_SET: CONCRETE POST
 CQ3415_STAMPING: 37V12 1986
 CQ3415_MARK LOGO: LADTD 
 CQ3415_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3415+STABILITY: SURFACE MOTION
 CQ3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3415+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 CQ3415
 CQ3415  HISTORY     - Date     Condition        Report By
 CQ3415  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3415  HISTORY     - 20041007 GOOD             JCLS
 CQ3415  HISTORY     - 20041008 GOOD             JCLS
 CQ3415
 CQ3415                          STATION DESCRIPTION
 CQ3415
 CQ3415'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3415'12.6 KM (7.8 MI) SW FROM BASTROP.
 CQ3415'12.6 KM (7.8 MI) SOUTHWEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CQ3415'BASTROP TO THE MARK, 16.5 METERS (54 FEET) WEST- NORTHWEST OF THE
 CQ3415'CENTER OF THE HIGHWAY, 16.5 METERS (54 FEET) SOUTHEAST OF A 34-INCH
 CQ3415'TWIN PECAN TREE AND 8.7 METERS (28.5 FEET) SOUTHEAST OF THE CENTER OF
 CQ3415'GUTHERIE ROAD (PARISH ROAD NUMBER 34).
 CQ3415'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 CQ3415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ3415
 CQ3415                          STATION RECOVERY (2004)
 CQ3415
 CQ3415'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CQ3415'RECOVERED IN GOOD CONDITION.
 CQ3415
 CQ3415                          STATION RECOVERY (2004)
 CQ3415
 CQ3415'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 CQ3415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3416 ***********************************************************************
 CQ3416  DESIGNATION -  37 V 13
 CQ3416  PID         -  CQ3416
 CQ3416  STATE/COUNTY-  LA/OUACHITA
 CQ3416  USGS QUAD   -  STERLINGTON (1994)
 CQ3416
 CQ3416                         *CURRENT SURVEY CONTROL
 CQ3416  ___________________________________________________________________
 CQ3416* NAD 83(1986)-  32 41 40.     (N)    092 01 37.     (W)     SCALED    
 CQ3416* NAVD 88     -        24.828  (meters)      81.46   (feet)  ADJUSTED  
 CQ3416  ___________________________________________________________________
 CQ3416  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3416  DYNAMIC HT  -          24.801 (meters)      81.37  (feet)  COMP
 CQ3416  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 CQ3416
 CQ3416  VERT ORDER  -  SECOND    CLASS I
 CQ3416
 CQ3416.The horizontal coordinates were scaled from a topographic map and have
 CQ3416.an estimated accuracy of +/- 6 seconds.
 CQ3416
 CQ3416.The orthometric height was determined by differential leveling
 CQ3416.and adjusted by the National Geodetic Survey in June 1991..
 CQ3416
 CQ3416.The geoid height was determined by GEOID03.
 CQ3416
 CQ3416.The dynamic height is computed by dividing the NAVD 88
 CQ3416.geopotential number by the normal gravity value computed on the
 CQ3416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3416.degrees latitude (g = 980.6199 gals.).
 CQ3416
 CQ3416.The modeled gravity was interpolated from observed gravity values.
 CQ3416
 CQ3416;                    North         East    Units  Estimated Accuracy
 CQ3416;SPC LA N     -   243,410.    1,044,360.      MT  (+/- 180 meters Scaled)
 CQ3416
 CQ3416                          SUPERSEDED SURVEY CONTROL
 CQ3416
 CQ3416.No superseded survey control is available for this station.
 CQ3416
 CQ3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS912178(NAD 83)
 CQ3416_MARKER: DD = SURVEY DISK
 CQ3416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3416_SP_SET: CONCRETE POST
 CQ3416_STAMPING: 37V13 1986
 CQ3416_MARK LOGO: LADTD 
 CQ3416_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3416+STABILITY: SURFACE MOTION
 CQ3416
 CQ3416  HISTORY     - Date     Condition        Report By
 CQ3416  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3416
 CQ3416                          STATION DESCRIPTION
 CQ3416
 CQ3416'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3416'13.7 KM (8.5 MI) SW FROM BASTROP.
 CQ3416'13.7 KM (8.5 MI) SOUTHWEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CQ3416'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 42.1
 CQ3416'METERS (138 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 CQ3416'HOUSE, 26.4 METERS (86.5 FEET) NORTH-NORTHWEST OF THE CENTER OF THE
 CQ3416'HIGHWAY AND 22.7 METERS (74.5 FEET) SOUTHEAST OF A POWER POLE.
 CQ3416'THE MARK IS 7.90 METERS  W FROM A WITNESS POST.
 CQ3416'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3417 ***********************************************************************
 CQ3417  DESIGNATION -  37 V 14
 CQ3417  PID         -  CQ3417
 CQ3417  STATE/COUNTY-  LA/OUACHITA
 CQ3417  USGS QUAD   -  STERLINGTON (1994)
 CQ3417
 CQ3417                         *CURRENT SURVEY CONTROL
 CQ3417  ___________________________________________________________________
 CQ3417* NAD 83(1986)-  32 41 18.     (N)    092 02 32.     (W)     SCALED    
 CQ3417* NAVD 88     -        26.465  (meters)      86.83   (feet)  ADJUSTED  
 CQ3417  ___________________________________________________________________
 CQ3417  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3417  DYNAMIC HT  -          26.436 (meters)      86.73  (feet)  COMP
 CQ3417  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CQ3417
 CQ3417  VERT ORDER  -  SECOND    CLASS I
 CQ3417
 CQ3417.The horizontal coordinates were scaled from a topographic map and have
 CQ3417.an estimated accuracy of +/- 6 seconds.
 CQ3417
 CQ3417.The orthometric height was determined by differential leveling
 CQ3417.and adjusted by the National Geodetic Survey in June 1991..
 CQ3417
 CQ3417.The geoid height was determined by GEOID03.
 CQ3417
 CQ3417.The dynamic height is computed by dividing the NAVD 88
 CQ3417.geopotential number by the normal gravity value computed on the
 CQ3417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3417.degrees latitude (g = 980.6199 gals.).
 CQ3417
 CQ3417.The modeled gravity was interpolated from observed gravity values.
 CQ3417
 CQ3417;                    North         East    Units  Estimated Accuracy
 CQ3417;SPC LA N     -   242,730.    1,042,930.      MT  (+/- 180 meters Scaled)
 CQ3417
 CQ3417                          SUPERSEDED SURVEY CONTROL
 CQ3417
 CQ3417.No superseded survey control is available for this station.
 CQ3417
 CQ3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS897171(NAD 83)
 CQ3417_MARKER: DD = SURVEY DISK
 CQ3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3417_SP_SET: CONCRETE POST
 CQ3417_STAMPING: 37V14 1986
 CQ3417_MARK LOGO: LADTD 
 CQ3417_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3417+STABILITY: SURFACE MOTION
 CQ3417
 CQ3417  HISTORY     - Date     Condition        Report By
 CQ3417  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3417
 CQ3417                          STATION DESCRIPTION
 CQ3417
 CQ3417'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3417'15.2 KM (9.5 MI) SW FROM BASTROP.
 CQ3417'15.2 KM (9.5 MI) SOUTHWEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CQ3417'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 16.5
 CQ3417'METERS (54 FEET) NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY AND 7.8
 CQ3417'METERS (25.5 FEET) NORTHEAST OF A 36-INCH PECAN TREE.
 CQ3417'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 CQ3417'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3418 ***********************************************************************
 CQ3418  DESIGNATION -  37 V 15
 CQ3418  PID         -  CQ3418
 CQ3418  STATE/COUNTY-  LA/OUACHITA
 CQ3418  USGS QUAD   -  STERLINGTON (1994)
 CQ3418
 CQ3418                         *CURRENT SURVEY CONTROL
 CQ3418  ___________________________________________________________________
 CQ3418* NAD 83(1986)-  32 40 56.     (N)    092 02 57.     (W)     SCALED    
 CQ3418* NAVD 88     -        24.975  (meters)      81.94   (feet)  ADJUSTED  
 CQ3418  ___________________________________________________________________
 CQ3418  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3418  DYNAMIC HT  -          24.947 (meters)      81.85  (feet)  COMP
 CQ3418  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 CQ3418
 CQ3418  VERT ORDER  -  SECOND    CLASS I
 CQ3418
 CQ3418.The horizontal coordinates were scaled from a topographic map and have
 CQ3418.an estimated accuracy of +/- 6 seconds.
 CQ3418
 CQ3418.The orthometric height was determined by differential leveling
 CQ3418.and adjusted by the National Geodetic Survey in June 1991..
 CQ3418
 CQ3418.The geoid height was determined by GEOID03.
 CQ3418
 CQ3418.The dynamic height is computed by dividing the NAVD 88
 CQ3418.geopotential number by the normal gravity value computed on the
 CQ3418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3418.degrees latitude (g = 980.6199 gals.).
 CQ3418
 CQ3418.The modeled gravity was interpolated from observed gravity values.
 CQ3418
 CQ3418;                    North         East    Units  Estimated Accuracy
 CQ3418;SPC LA N     -   242,050.    1,042,280.      MT  (+/- 180 meters Scaled)
 CQ3418
 CQ3418                          SUPERSEDED SURVEY CONTROL
 CQ3418
 CQ3418.No superseded survey control is available for this station.
 CQ3418
 CQ3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS891164(NAD 83)
 CQ3418_MARKER: DD = SURVEY DISK
 CQ3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3418_SP_SET: CONCRETE POST
 CQ3418_STAMPING: 37V15 1986
 CQ3418_MARK LOGO: LADTD 
 CQ3418_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3418+STABILITY: SURFACE MOTION
 CQ3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3418+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 CQ3418
 CQ3418  HISTORY     - Date     Condition        Report By
 CQ3418  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3418  HISTORY     - 19961102 GOOD             USPSQD
 CQ3418  HISTORY     - 20041007 GOOD             JCLS
 CQ3418  HISTORY     - 20041008 GOOD             JCLS
 CQ3418
 CQ3418                          STATION DESCRIPTION
 CQ3418
 CQ3418'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3418'16.3 KM (10.1 MI) SW FROM BASTROP.
 CQ3418'16.3 KM (10.1 MI) SOUTHWEST ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CQ3418'BASTROP AND 16.8 KM (10.5 MI) NORTH ON U S HIGHWAY 165 FROM THE
 CQ3418'STERLINGTON ROAD POST OFFICE IN MONROE, 25 METERS (82 FEET) WEST FROM
 CQ3418'THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 165, 22.4 METERS (73.5
 CQ3418'FEET) EAST OF A LARGE METAL POWER POLE NUMBERED 22, 18.6 METERS (61
 CQ3418'FEET) NORTH OF THE CENTER OF STATE HIGHWAY 2 AND 1.4 METERS (4.5
 CQ3418'FEET) EAST OF A RIGHT-OF-WAY MARKER.
 CQ3418'THE MARK IS 1.22 METERS  E FROM A WITNESS POST.
 CQ3418'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ3418
 CQ3418                          STATION RECOVERY (1996)
 CQ3418
 CQ3418'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3418'RECOVERED IN GOOD CONDITION.
 CQ3418
 CQ3418                          STATION RECOVERY (2004)
 CQ3418
 CQ3418'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CQ3418'RECOVERED IN GOOD CONDITION.
 CQ3418
 CQ3418                          STATION RECOVERY (2004)
 CQ3418
 CQ3418'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 CQ3418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3419 ***********************************************************************
 CQ3419  DESIGNATION -  37 V 16
 CQ3419  PID         -  CQ3419
 CQ3419  STATE/COUNTY-  LA/OUACHITA
 CQ3419  USGS QUAD   -  STERLINGTON (1994)
 CQ3419
 CQ3419                         *CURRENT SURVEY CONTROL
 CQ3419  ___________________________________________________________________
 CQ3419* NAD 83(1986)-  32 39 56.     (N)    092 02 48.     (W)     SCALED    
 CQ3419* NAVD 88     -        23.612  (meters)      77.47   (feet)  ADJUSTED  
 CQ3419  ___________________________________________________________________
 CQ3419  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3419  DYNAMIC HT  -          23.586 (meters)      77.38  (feet)  COMP
 CQ3419  MODELED GRAV-     979,537.4   (mgal)                       NAVD 88
 CQ3419
 CQ3419  VERT ORDER  -  SECOND    CLASS I
 CQ3419
 CQ3419.The horizontal coordinates were scaled from a topographic map and have
 CQ3419.an estimated accuracy of +/- 6 seconds.
 CQ3419
 CQ3419.The orthometric height was determined by differential leveling
 CQ3419.and adjusted by the National Geodetic Survey in June 1991..
 CQ3419
 CQ3419.The geoid height was determined by GEOID03.
 CQ3419
 CQ3419.The dynamic height is computed by dividing the NAVD 88
 CQ3419.geopotential number by the normal gravity value computed on the
 CQ3419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3419.degrees latitude (g = 980.6199 gals.).
 CQ3419
 CQ3419.The modeled gravity was interpolated from observed gravity values.
 CQ3419
 CQ3419;                    North         East    Units  Estimated Accuracy
 CQ3419;SPC LA N     -   240,200.    1,042,520.      MT  (+/- 180 meters Scaled)
 CQ3419
 CQ3419                          SUPERSEDED SURVEY CONTROL
 CQ3419
 CQ3419.No superseded survey control is available for this station.
 CQ3419
 CQ3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS893146(NAD 83)
 CQ3419_MARKER: DD = SURVEY DISK
 CQ3419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3419_SP_SET: CONCRETE POST
 CQ3419_STAMPING: 37V16 1986
 CQ3419_MARK LOGO: LADTD 
 CQ3419_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3419+STABILITY: SURFACE MOTION
 CQ3419
 CQ3419  HISTORY     - Date     Condition        Report By
 CQ3419  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3419  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 CQ3419
 CQ3419                          STATION DESCRIPTION
 CQ3419
 CQ3419'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3419'15.2 KM (9.5 MI) NORTH FROM MONROE.
 CQ3419'15.2 KM (9.5 MI) NORTH ON U S HIGHWAY 165 FROM THE STERLINGTON TOAD
 CQ3419'POST OFFICE IN MONROE TO THE BENCH MARK SET ON THE MEDIAN, 40.1
 CQ3419'METERS (131.5 FEET) WEST OF THE METAL POWER POLE NUMBERED 32, 16.2
 CQ3419'METERS (53 FEET) WEST OF THE CENTER OF THE NORTH BOUND LANE OF THE
 CQ3419'HIGHWAY AND 10.7 METERS (35 FEET) EAST OF THE CENTER OF THE SOUTH
 CQ3419'BOUND LANE.
 CQ3419'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 CQ3419'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 CQ3419
 CQ3419                          STATION RECOVERY (1996)
 CQ3419
 CQ3419'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3421 ***********************************************************************
 CQ3421  DESIGNATION -  37 V 17
 CQ3421  PID         -  CQ3421
 CQ3421  STATE/COUNTY-  LA/OUACHITA
 CQ3421  USGS QUAD   -  STERLINGTON (1994)
 CQ3421
 CQ3421                         *CURRENT SURVEY CONTROL
 CQ3421  ___________________________________________________________________
 CQ3421* NAD 83(1986)-  32 37 59.     (N)    092 03 48.     (W)     SCALED    
 CQ3421* NAVD 88     -        25.772  (meters)      84.55   (feet)  ADJUSTED  
 CQ3421  ___________________________________________________________________
 CQ3421  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3421  DYNAMIC HT  -          25.743 (meters)      84.46  (feet)  COMP
 CQ3421  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CQ3421
 CQ3421  VERT ORDER  -  SECOND    CLASS I
 CQ3421
 CQ3421.The horizontal coordinates were scaled from a topographic map and have
 CQ3421.an estimated accuracy of +/- 6 seconds.
 CQ3421
 CQ3421.The orthometric height was determined by differential leveling
 CQ3421.and adjusted by the National Geodetic Survey in June 1991..
 CQ3421
 CQ3421.The geoid height was determined by GEOID03.
 CQ3421
 CQ3421.The dynamic height is computed by dividing the NAVD 88
 CQ3421.geopotential number by the normal gravity value computed on the
 CQ3421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3421.degrees latitude (g = 980.6199 gals.).
 CQ3421
 CQ3421.The modeled gravity was interpolated from observed gravity values.
 CQ3421
 CQ3421;                    North         East    Units  Estimated Accuracy
 CQ3421;SPC LA N     -   236,590.    1,040,980.      MT  (+/- 180 meters Scaled)
 CQ3421
 CQ3421                          SUPERSEDED SURVEY CONTROL
 CQ3421
 CQ3421.No superseded survey control is available for this station.
 CQ3421
 CQ3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS878109(NAD 83)
 CQ3421_MARKER: DD = SURVEY DISK
 CQ3421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3421_SP_SET: CONCRETE POST
 CQ3421_STAMPING: 37V17 1986
 CQ3421_MARK LOGO: LADTD 
 CQ3421_PROJECTION: RECESSED 5 CENTIMETERS
 CQ3421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3421+STABILITY: SURFACE MOTION
 CQ3421
 CQ3421  HISTORY     - Date     Condition        Report By
 CQ3421  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3421  HISTORY     - 19961102 GOOD             USPSQD
 CQ3421
 CQ3421                          STATION DESCRIPTION
 CQ3421
 CQ3421'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3421'11.5 KM (7.2 MI) NORTH FROM MONROE.
 CQ3421'11.5 KM (7.2 MI) NORTH ON U S HIGHWAY 165 FROM THE POST OFFICE ON
 CQ3421'STERLINGTON ROAD IN MONROE, 60 METERS (196.5 FEET) SOUTH OF A LARGE
 CQ3421'METAL POWER POLE NUMBERED 55, 17.8 METERS (58.5 FEET) WEST- SOUTHWEST
 CQ3421'OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 165, 15.7 METERS
 CQ3421'(51.5 FEET) NORTH-NORTHWEST OF THE NORTH END OF AN 18-INCH CONCRETE
 CQ3421'CULVERT WITH HEADWALL AND 1.5 METERS (5 FEET) NORTH OF A POWER POLE.
 CQ3421'THE MARK IS 0.37 METERS  SSE FROM A WITNESS POST.
 CQ3421'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 CQ3421
 CQ3421                          STATION RECOVERY (1996)
 CQ3421
 CQ3421'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3422 ***********************************************************************
 CQ3422  DESIGNATION -  37 V 18
 CQ3422  PID         -  CQ3422
 CQ3422  STATE/COUNTY-  LA/OUACHITA
 CQ3422  USGS QUAD   -  MONROE NORTH (1994)
 CQ3422
 CQ3422                         *CURRENT SURVEY CONTROL
 CQ3422  ___________________________________________________________________
 CQ3422* NAD 83(1986)-  32 37 14.     (N)    092 03 41.     (W)     SCALED    
 CQ3422* NAVD 88     -        22.795  (meters)      74.79   (feet)  ADJUSTED  
 CQ3422  ___________________________________________________________________
 CQ3422  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3422  DYNAMIC HT  -          22.770 (meters)      74.70  (feet)  COMP
 CQ3422  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 CQ3422
 CQ3422  VERT ORDER  -  SECOND    CLASS I
 CQ3422
 CQ3422.The horizontal coordinates were scaled from a topographic map and have
 CQ3422.an estimated accuracy of +/- 6 seconds.
 CQ3422
 CQ3422.The orthometric height was determined by differential leveling
 CQ3422.and adjusted by the National Geodetic Survey in June 1991..
 CQ3422
 CQ3422.The geoid height was determined by GEOID03.
 CQ3422
 CQ3422.The dynamic height is computed by dividing the NAVD 88
 CQ3422.geopotential number by the normal gravity value computed on the
 CQ3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3422.degrees latitude (g = 980.6199 gals.).
 CQ3422
 CQ3422.The modeled gravity was interpolated from observed gravity values.
 CQ3422
 CQ3422;                    North         East    Units  Estimated Accuracy
 CQ3422;SPC LA N     -   235,210.    1,041,160.      MT  (+/- 180 meters Scaled)
 CQ3422
 CQ3422                          SUPERSEDED SURVEY CONTROL
 CQ3422
 CQ3422.No superseded survey control is available for this station.
 CQ3422
 CQ3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS880096(NAD 83)
 CQ3422_MARKER: DD = SURVEY DISK
 CQ3422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ3422_SP_SET: HEADWALL
 CQ3422_STAMPING: 37V18 1986
 CQ3422_MARK LOGO: LADTD 
 CQ3422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3422+STABILITY: SURFACE MOTION
 CQ3422
 CQ3422  HISTORY     - Date     Condition        Report By
 CQ3422  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3422  HISTORY     - 19961102 GOOD             USPSQD
 CQ3422
 CQ3422                          STATION DESCRIPTION
 CQ3422
 CQ3422'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3422'10.1 KM (6.3 MI) NORTH FROM MONROE.
 CQ3422'10.1 KM (6.3 MI) NORTH ON U S HIGHWAY 165 FROM THE STERLINGTON ROAD
 CQ3422'POST OFFICE IN MONROE TO THE BENCH MARK ON THE EAST SIDE OF THE NORTH
 CQ3422'BOUND LANE, 26.5 METERS (87 FEET) SOUTH-SOUTHWEST OF A METAL POWER
 CQ3422'POLE NUMBERED 64, 11.7 METERS (38.5 FEET) EAST OF THE CENTER OF THE
 CQ3422'NORTH BOUND LANE OF THE HIGHWAY, 7.5 METERS (24.5 FEET) SOUTH OF THE
 CQ3422'NORTH END OF THE HEADWALL AND 2.7 METERS (9 FEET) NORTH OF THE SOUTH
 CQ3422'END OF THE HEADWALL.
 CQ3422'THE MARK IS 2.70 METERS  N FROM A WITNESS POST.
 CQ3422'THE MARK IS ABOVE LEVEL WITH THE HEADWALL.
 CQ3422
 CQ3422                          STATION RECOVERY (1996)
 CQ3422
 CQ3422'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3425 ***********************************************************************
 CQ3425  DESIGNATION -  37 V 19
 CQ3425  PID         -  CQ3425
 CQ3425  STATE/COUNTY-  LA/OUACHITA
 CQ3425  USGS QUAD   -  MONROE NORTH (1994)
 CQ3425
 CQ3425                         *CURRENT SURVEY CONTROL
 CQ3425  ___________________________________________________________________
 CQ3425* NAD 83(1986)-  32 35 24.     (N)    092 04 08.     (W)     SCALED    
 CQ3425* NAVD 88     -        25.332  (meters)      83.11   (feet)  ADJUSTED  
 CQ3425  ___________________________________________________________________
 CQ3425  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3425  DYNAMIC HT  -          25.304 (meters)      83.02  (feet)  COMP
 CQ3425  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CQ3425
 CQ3425  VERT ORDER  -  SECOND    CLASS I
 CQ3425
 CQ3425.The horizontal coordinates were scaled from a topographic map and have
 CQ3425.an estimated accuracy of +/- 6 seconds.
 CQ3425
 CQ3425.The orthometric height was determined by differential leveling
 CQ3425.and adjusted by the National Geodetic Survey in June 1991..
 CQ3425
 CQ3425.The geoid height was determined by GEOID03.
 CQ3425
 CQ3425.The dynamic height is computed by dividing the NAVD 88
 CQ3425.geopotential number by the normal gravity value computed on the
 CQ3425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3425.degrees latitude (g = 980.6199 gals.).
 CQ3425
 CQ3425.The modeled gravity was interpolated from observed gravity values.
 CQ3425
 CQ3425;                    North         East    Units  Estimated Accuracy
 CQ3425;SPC LA N     -   231,820.    1,040,470.      MT  (+/- 180 meters Scaled)
 CQ3425
 CQ3425                          SUPERSEDED SURVEY CONTROL
 CQ3425
 CQ3425.No superseded survey control is available for this station.
 CQ3425
 CQ3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS873062(NAD 83)
 CQ3425_MARKER: DD = SURVEY DISK
 CQ3425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3425_SP_SET: CONCRETE POST
 CQ3425_STAMPING: 37V19 1986
 CQ3425_MARK LOGO: LADTD 
 CQ3425_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3425+STABILITY: SURFACE MOTION
 CQ3425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3425+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 CQ3425
 CQ3425  HISTORY     - Date     Condition        Report By
 CQ3425  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3425  HISTORY     - 19961102 GOOD             USPSQD
 CQ3425  HISTORY     - 20041209 GOOD             JCLS
 CQ3425
 CQ3425                          STATION DESCRIPTION
 CQ3425
 CQ3425'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3425'6.8 KM (4.2 MI) NORTH FROM MONROE.
 CQ3425'6.8 KM (4.2 MI) NORTH ON U S HIGHWAY 165 FROM THE STERLINGTON ROAD
 CQ3425'POST OFFICE IN MONROE TO THE MARK ON THE EAST SIDE OF THE NORTH BOUND
 CQ3425'LANE, 22.9 METERS (75 FEET) EAST OF THE NORTH BOUND LANE, 18 METERS
 CQ3425'(59 FEET) NORTH OF A PAVED ROAD LEADING TO DISTRICE 02 WILDLIFE
 CQ3425'OFFICE, 12 METERS (39 FEET) NORTH-NORTHEAST OF THE CENTER OF THE
 CQ3425'HEADWALL UNDER PAVED ROAD AND 5.2 METERS (17 FEET) NORTH-NORTHWEST OF
 CQ3425'A METAL POWER POLE NUMBERED 84.
 CQ3425'THE MARK IS 0.50 METERS  W FROM A WITNESS POST.
 CQ3425'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ3425
 CQ3425                          STATION RECOVERY (1996)
 CQ3425
 CQ3425'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3425'RECOVERED IN GOOD CONDITION.
 CQ3425
 CQ3425                          STATION RECOVERY (2004)
 CQ3425
 CQ3425'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CQ3425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0276 ***********************************************************************
 CQ0276  DESIGNATION -  37 V 2 LADH
 CQ0276  PID         -  CQ0276
 CQ0276  STATE/COUNTY-  LA/OUACHITA
 CQ0276  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0276
 CQ0276                         *CURRENT SURVEY CONTROL
 CQ0276  ___________________________________________________________________
 CQ0276* NAD 83(1986)-  32 30 50.     (N)    092 08 10.     (W)     SCALED    
 CQ0276* NAVD 88     -        23.019  (meters)      75.52   (feet)  ADJUSTED  
 CQ0276  ___________________________________________________________________
 CQ0276  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0276  DYNAMIC HT  -          22.993 (meters)      75.44  (feet)  COMP
 CQ0276  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CQ0276
 CQ0276  VERT ORDER  -  FIRST     CLASS I
 CQ0276
 CQ0276.The horizontal coordinates were scaled from a topographic map and have
 CQ0276.an estimated accuracy of +/- 6 seconds.
 CQ0276
 CQ0276.The orthometric height was determined by differential leveling
 CQ0276.and adjusted by the National Geodetic Survey in June 1991..
 CQ0276
 CQ0276.The geoid height was determined by GEOID03.
 CQ0276
 CQ0276.The dynamic height is computed by dividing the NAVD 88
 CQ0276.geopotential number by the normal gravity value computed on the
 CQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0276.degrees latitude (g = 980.6199 gals.).
 CQ0276
 CQ0276.The modeled gravity was interpolated from observed gravity values.
 CQ0276
 CQ0276;                    North         East    Units  Estimated Accuracy
 CQ0276;SPC LA N     -   223,350.    1,034,190.      MT  (+/- 180 meters Scaled)
 CQ0276
 CQ0276                          SUPERSEDED SURVEY CONTROL
 CQ0276
 CQ0276  NGVD 29 (??/??/??)   23.066  (m)           75.68   (f) ADJUSTED    1 1
 CQ0276
 CQ0276.Superseded values are not recommended for survey control.
 CQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0276.See file dsdata.txt to determine how the superseded data were derived.
 CQ0276
 CQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR811977(NAD 83)
 CQ0276_MARKER: DE = TRAVERSE STATION DISK
 CQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0276_STAMPING: 37 V 2 1968
 CQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0276+STABILITY: SURFACE MOTION
 CQ0276
 CQ0276  HISTORY     - Date     Condition        Report By
 CQ0276  HISTORY     - 1968     MONUMENTED       LADH
 CQ0276  HISTORY     - 1969     GOOD             CGS
 CQ0276  HISTORY     - 20030301 POOR             USPSQD
 CQ0276
 CQ0276                          STATION DESCRIPTION
 CQ0276
 CQ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0276'2.25 MI NW FROM MONROE.
 CQ0276'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0276'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0276'THENCE 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 80, 93 FEET SOUTHWEST
 CQ0276'OF THE CENTER LINE OF U.S. HIGHWAY 80 WHICH IS CYPRESS STREET, 180
 CQ0276'FEET SOUTHEAST OF THE CENTER LINE OF REGISTER STREET, 46 FEET SOUTH OF
 CQ0276'THE EAST CORNER OF A CITGO SERVICE STATION, 1/2 FOOT NORTHWEST OF A
 CQ0276'FENCE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CQ0276'THE STREETS, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 2
 CQ0276'INCHES BELOW THE SURFACE OF THE GROUND.
 CQ0276
 CQ0276                          STATION RECOVERY (2003)
 CQ0276
 CQ0276'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEG)
 CQ0276'FOUND CONCRETE BUT NO MEDALLION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3426 ***********************************************************************
 CQ3426  DESIGNATION -  37 V 20
 CQ3426  PID         -  CQ3426
 CQ3426  STATE/COUNTY-  LA/OUACHITA
 CQ3426  USGS QUAD   -  MONROE NORTH (1994)
 CQ3426
 CQ3426                         *CURRENT SURVEY CONTROL
 CQ3426  ___________________________________________________________________
 CQ3426* NAD 83(1986)-  32 34 44.     (N)    092 04 20.     (W)     SCALED    
 CQ3426* NAVD 88     -        23.407  (meters)      76.79   (feet)  ADJUSTED  
 CQ3426  ___________________________________________________________________
 CQ3426  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3426  DYNAMIC HT  -          23.381 (meters)      76.71  (feet)  COMP
 CQ3426  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CQ3426
 CQ3426  VERT ORDER  -  SECOND    CLASS I
 CQ3426
 CQ3426.The horizontal coordinates were scaled from a topographic map and have
 CQ3426.an estimated accuracy of +/- 6 seconds.
 CQ3426
 CQ3426.The orthometric height was determined by differential leveling
 CQ3426.and adjusted by the National Geodetic Survey in June 1991..
 CQ3426
 CQ3426.The geoid height was determined by GEOID03.
 CQ3426
 CQ3426.The dynamic height is computed by dividing the NAVD 88
 CQ3426.geopotential number by the normal gravity value computed on the
 CQ3426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3426.degrees latitude (g = 980.6199 gals.).
 CQ3426
 CQ3426.The modeled gravity was interpolated from observed gravity values.
 CQ3426
 CQ3426;                    North         East    Units  Estimated Accuracy
 CQ3426;SPC LA N     -   230,580.    1,040,170.      MT  (+/- 180 meters Scaled)
 CQ3426
 CQ3426                          SUPERSEDED SURVEY CONTROL
 CQ3426
 CQ3426.No superseded survey control is available for this station.
 CQ3426
 CQ3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS870049(NAD 83)
 CQ3426_MARKER: DD = SURVEY DISK
 CQ3426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3426_SP_SET: CONCRETE POST
 CQ3426_STAMPING: 37V20 1986
 CQ3426_MARK LOGO: LADTD 
 CQ3426_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3426+STABILITY: SURFACE MOTION
 CQ3426
 CQ3426  HISTORY     - Date     Condition        Report By
 CQ3426  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3426  HISTORY     - 19961102 GOOD             USPSQD
 CQ3426  HISTORY     - 20041209 MARK NOT FOUND   JCLS
 CQ3426
 CQ3426                          STATION DESCRIPTION
 CQ3426
 CQ3426'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3426'5.5 KM (3.4 MI) NORTH FROM MONROE.
 CQ3426'5.5 KM (3.4 MI) NORTH ON U S HIGHWAY 165 FROM THE STERLINGTON ROAD
 CQ3426'POST OFFICE IN MONROE TO THE BENCH MARK ON THE EAST SIDE OF THE NORTH
 CQ3426'BOUND LANE, 20.3 METERS (66.5 FEET) EAST OF THE CENTER OF THE NORTH
 CQ3426'BOUND LANE, 5.8 METERS (19 FEET) SOUTN-SOUTHEAST OF A NATURAL GAS
 CQ3426'VENT AND 1.5 METERS (5 FEET) SOUTH OF A METAL TELEPHONE POLE NUMBERED
 CQ3426'T37.
 CQ3426'THE MARK IS 1.07 METERS  N FROM A WITNESS POST.
 CQ3426'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 CQ3426
 CQ3426                          STATION RECOVERY (1996)
 CQ3426
 CQ3426'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3426'RECOVERED IN GOOD CONDITION.
 CQ3426
 CQ3426                          STATION RECOVERY (2004)
 CQ3426
 CQ3426'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CQ3426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3427 ***********************************************************************
 CQ3427  DESIGNATION -  37 V 21
 CQ3427  PID         -  CQ3427
 CQ3427  STATE/COUNTY-  LA/OUACHITA
 CQ3427  USGS QUAD   -  MONROE NORTH (1994)
 CQ3427
 CQ3427                         *CURRENT SURVEY CONTROL
 CQ3427  ___________________________________________________________________
 CQ3427* NAD 83(1986)-  32 34 01.     (N)    092 04 30.     (W)     SCALED    
 CQ3427* NAVD 88     -        21.710  (meters)      71.23   (feet)  ADJUSTED  
 CQ3427  ___________________________________________________________________
 CQ3427  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3427  DYNAMIC HT  -          21.686 (meters)      71.15  (feet)  COMP
 CQ3427  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CQ3427
 CQ3427  VERT ORDER  -  SECOND    CLASS I
 CQ3427
 CQ3427.The horizontal coordinates were scaled from a topographic map and have
 CQ3427.an estimated accuracy of +/- 6 seconds.
 CQ3427
 CQ3427.The orthometric height was determined by differential leveling
 CQ3427.and adjusted by the National Geodetic Survey in June 1991..
 CQ3427
 CQ3427.The geoid height was determined by GEOID03.
 CQ3427
 CQ3427.The dynamic height is computed by dividing the NAVD 88
 CQ3427.geopotential number by the normal gravity value computed on the
 CQ3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3427.degrees latitude (g = 980.6199 gals.).
 CQ3427
 CQ3427.The modeled gravity was interpolated from observed gravity values.
 CQ3427
 CQ3427;                    North         East    Units  Estimated Accuracy
 CQ3427;SPC LA N     -   229,260.    1,039,910.      MT  (+/- 180 meters Scaled)
 CQ3427
 CQ3427                          SUPERSEDED SURVEY CONTROL
 CQ3427
 CQ3427.No superseded survey control is available for this station.
 CQ3427
 CQ3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS868036(NAD 83)
 CQ3427_MARKER: DD = SURVEY DISK
 CQ3427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3427_SP_SET: CONCRETE POST
 CQ3427_STAMPING: 37V21 1986
 CQ3427_MARK LOGO: LADTD 
 CQ3427_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3427+STABILITY: SURFACE MOTION
 CQ3427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3427+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 CQ3427
 CQ3427  HISTORY     - Date     Condition        Report By
 CQ3427  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3427  HISTORY     - 19961102 GOOD             USPSQD
 CQ3427  HISTORY     - 20041209 GOOD             JCLS
 CQ3427
 CQ3427                          STATION DESCRIPTION
 CQ3427
 CQ3427'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3427'4.4 KM (2.8 MI) NORTH FROM MONROE.
 CQ3427'4.4 KM (2.8 MI) NORTH ON U S HIGHWAY 165 FROM THE STERLINGTON ROAD
 CQ3427'POST OFFICE IN MONROE TO THE MARK WEST OF THE SOUTHBOUND LANE, 14
 CQ3427'METERS (46 FEET) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF THE
 CQ3427'HIGHWAY, 7.9 METERS (26 FEET) SOUTH OF THE CENTER OF FINKS HIDAWAY
 CQ3427'ROAD AND 3.5 METERS (11.5 FEET) WEST OF A SIGNAL LIGHT POLE.
 CQ3427'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 CQ3427'THE MARK IS 1.22 M BELOW THE HIGHWAY.
 CQ3427
 CQ3427                          STATION RECOVERY (1996)
 CQ3427
 CQ3427'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3427'RECOVERED IN GOOD CONDITION.
 CQ3427
 CQ3427                          STATION RECOVERY (2004)
 CQ3427
 CQ3427'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CQ3427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3428 ***********************************************************************
 CQ3428  DESIGNATION -  37 V 22
 CQ3428  PID         -  CQ3428
 CQ3428  STATE/COUNTY-  LA/OUACHITA
 CQ3428  USGS QUAD   -  MONROE NORTH (1994)
 CQ3428
 CQ3428                         *CURRENT SURVEY CONTROL
 CQ3428  ___________________________________________________________________
 CQ3428* NAD 83(1986)-  32 33 07.     (N)    092 04 38.     (W)     SCALED    
 CQ3428* NAVD 88     -        21.233  (meters)      69.66   (feet)  ADJUSTED  
 CQ3428  ___________________________________________________________________
 CQ3428  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ3428  DYNAMIC HT  -          21.210 (meters)      69.59  (feet)  COMP
 CQ3428  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CQ3428
 CQ3428  VERT ORDER  -  SECOND    CLASS I
 CQ3428
 CQ3428.The horizontal coordinates were scaled from a topographic map and have
 CQ3428.an estimated accuracy of +/- 6 seconds.
 CQ3428
 CQ3428.The orthometric height was determined by differential leveling
 CQ3428.and adjusted by the National Geodetic Survey in June 1991..
 CQ3428
 CQ3428.The geoid height was determined by GEOID03.
 CQ3428
 CQ3428.The dynamic height is computed by dividing the NAVD 88
 CQ3428.geopotential number by the normal gravity value computed on the
 CQ3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3428.degrees latitude (g = 980.6199 gals.).
 CQ3428
 CQ3428.The modeled gravity was interpolated from observed gravity values.
 CQ3428
 CQ3428;                    North         East    Units  Estimated Accuracy
 CQ3428;SPC LA N     -   227,590.    1,039,710.      MT  (+/- 180 meters Scaled)
 CQ3428
 CQ3428                          SUPERSEDED SURVEY CONTROL
 CQ3428
 CQ3428.No superseded survey control is available for this station.
 CQ3428
 CQ3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS866019(NAD 83)
 CQ3428_MARKER: DD = SURVEY DISK
 CQ3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3428_SP_SET: CONCRETE POST
 CQ3428_STAMPING: 37V22 1986
 CQ3428_MARK LOGO: LADTD 
 CQ3428_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3428+STABILITY: SURFACE MOTION
 CQ3428
 CQ3428  HISTORY     - Date     Condition        Report By
 CQ3428  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3428  HISTORY     - 19961102 GOOD             USPSQD
 CQ3428
 CQ3428                          STATION DESCRIPTION
 CQ3428
 CQ3428'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3428'2.9 KM (1.8 MI) NORTH FROM MONROE.
 CQ3428'2.9 KM (1.8 MI) NORTH ON U S HIGHWAY 165 FROM THE STERLINGTON ROAD
 CQ3428'POST OFFICE IN MONROE TO THE MARK ON THE WEST SIDE OF THE SOUTH BOUND
 CQ3428'LANE, 25.3 METERS (83 FEET) EAST-NORTHEAST OF THE NORTHEAST COLUMN OF
 CQ3428'A CARPORT TO THE ENTRANCE OF SKATETOWN, 12.3 METERS (40.5 FEET) WEST
 CQ3428'OF THE CENTER OF THE SOUTH BOUND LANE OF THE HIGHWAY, 3.2 METERS
 CQ3428'(10.5 FEET) NORTH-NORTHWEST OF A TELEPHONE BOX AND 2.5 METERS (8.5
 CQ3428'FEET) NORTH OF A POWER POLE.
 CQ3428'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CQ3428'THE MARK IS 1.52 M BELOW THE HIGHWAY.
 CQ3428
 CQ3428                          STATION RECOVERY (1996)
 CQ3428
 CQ3428'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3429 ***********************************************************************
 CQ3429  DESIGNATION -  37 V 23
 CQ3429  PID         -  CQ3429
 CQ3429  STATE/COUNTY-  LA/OUACHITA
 CQ3429  USGS QUAD   -  MONROE NORTH (1994)
 CQ3429
 CQ3429                         *CURRENT SURVEY CONTROL
 CQ3429  ___________________________________________________________________
 CQ3429* NAD 83(1986)-  32 32 26.     (N)    092 04 46.     (W)     SCALED    
 CQ3429* NAVD 88     -        23.568  (meters)      77.32   (feet)  ADJUSTED  
 CQ3429  ___________________________________________________________________
 CQ3429  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ3429  DYNAMIC HT  -          23.542 (meters)      77.24  (feet)  COMP
 CQ3429  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 CQ3429
 CQ3429  VERT ORDER  -  SECOND    CLASS I
 CQ3429
 CQ3429.The horizontal coordinates were scaled from a topographic map and have
 CQ3429.an estimated accuracy of +/- 6 seconds.
 CQ3429
 CQ3429.The orthometric height was determined by differential leveling
 CQ3429.and adjusted by the National Geodetic Survey in June 1991..
 CQ3429
 CQ3429.The geoid height was determined by GEOID03.
 CQ3429
 CQ3429.The dynamic height is computed by dividing the NAVD 88
 CQ3429.geopotential number by the normal gravity value computed on the
 CQ3429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3429.degrees latitude (g = 980.6199 gals.).
 CQ3429
 CQ3429.The modeled gravity was interpolated from observed gravity values.
 CQ3429
 CQ3429;                    North         East    Units  Estimated Accuracy
 CQ3429;SPC LA N     -   226,330.    1,039,500.      MT  (+/- 180 meters Scaled)
 CQ3429
 CQ3429                          SUPERSEDED SURVEY CONTROL
 CQ3429
 CQ3429.No superseded survey control is available for this station.
 CQ3429
 CQ3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS864007(NAD 83)
 CQ3429_MARKER: DD = SURVEY DISK
 CQ3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3429_SP_SET: CONCRETE POST
 CQ3429_STAMPING: 37V23 1986
 CQ3429_MARK LOGO: LADTD 
 CQ3429_PROJECTION: PROJECTING 3 CENTIMETERS
 CQ3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3429+STABILITY: SURFACE MOTION
 CQ3429
 CQ3429  HISTORY     - Date     Condition        Report By
 CQ3429  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3429  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 CQ3429
 CQ3429                          STATION DESCRIPTION
 CQ3429
 CQ3429'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3429'1.5 KM (1 MI) NORTH FROM MONROE.
 CQ3429'1.5 KM (1 MI) NORTH ON U S HIGHWAY 165 FROM THE STERLINGTON ROAD POST
 CQ3429'OFFICE IN MONROE TO THE MARK ON THE WEST SIDE OF THE SOUTH BOUND LANE
 CQ3429'OF THE HIGHWAY, 25 METERS (82 FEET) NORTHWEST OF A POWER POLE WITH A
 CQ3429'SECURITY LIGHT, 23.6 METERS (77.5 FEET) WEST OF THE SOUTH BOUND LANE,
 CQ3429'5.5 METERS (18 FEET) WEST-SOUTHWEST OF THE NORTH BRICK PLANTER, 5.5
 CQ3429'METERS (18 FEET) WEST SOUTHWEST OF THE SOUTH BRICK PLANTER AND 2.3
 CQ3429'METERS (7.5 FEET) EAST OF A STATUE OF SAINT JOESEPH.
 CQ3429'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 CQ3429
 CQ3429                          STATION RECOVERY (1996)
 CQ3429
 CQ3429'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3430 ***********************************************************************
 CQ3430  DESIGNATION -  37 V 24
 CQ3430  PID         -  CQ3430
 CQ3430  STATE/COUNTY-  LA/OUACHITA
 CQ3430  USGS QUAD   -  MONROE NORTH (1994)
 CQ3430
 CQ3430                         *CURRENT SURVEY CONTROL
 CQ3430  ___________________________________________________________________
 CQ3430* NAD 83(1986)-  32 31 34.     (N)    092 04 55.     (W)     SCALED    
 CQ3430* NAVD 88     -        23.703  (meters)      77.77   (feet)  ADJUSTED  
 CQ3430  ___________________________________________________________________
 CQ3430  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ3430  DYNAMIC HT  -          23.676 (meters)      77.68  (feet)  COMP
 CQ3430  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CQ3430
 CQ3430  VERT ORDER  -  SECOND    CLASS I
 CQ3430
 CQ3430.The horizontal coordinates were scaled from a topographic map and have
 CQ3430.an estimated accuracy of +/- 6 seconds.
 CQ3430
 CQ3430.The orthometric height was determined by differential leveling
 CQ3430.and adjusted by the National Geodetic Survey in June 1991..
 CQ3430
 CQ3430.The geoid height was determined by GEOID03.
 CQ3430
 CQ3430.The dynamic height is computed by dividing the NAVD 88
 CQ3430.geopotential number by the normal gravity value computed on the
 CQ3430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3430.degrees latitude (g = 980.6199 gals.).
 CQ3430
 CQ3430.The modeled gravity was interpolated from observed gravity values.
 CQ3430
 CQ3430;                    North         East    Units  Estimated Accuracy
 CQ3430;SPC LA N     -   224,730.    1,039,280.      MT  (+/- 180 meters Scaled)
 CQ3430
 CQ3430                          SUPERSEDED SURVEY CONTROL
 CQ3430
 CQ3430.No superseded survey control is available for this station.
 CQ3430
 CQ3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR862991(NAD 83)
 CQ3430_MARKER: DD = SURVEY DISK
 CQ3430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3430_SP_SET: CONCRETE POST
 CQ3430_STAMPING: 37V24 1986
 CQ3430_MARK LOGO: LADTD 
 CQ3430_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3430+STABILITY: SURFACE MOTION
 CQ3430
 CQ3430  HISTORY     - Date     Condition        Report By
 CQ3430  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3430  HISTORY     - 19961102 GOOD             USPSQD
 CQ3430
 CQ3430                          STATION DESCRIPTION
 CQ3430
 CQ3430'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3430'IN MONROE.
 CQ3430'IN MONROE, IN THE EAST WALL OF THE STERLINGTON ROAD POST OFFICE, 29.4
 CQ3430'METERS (96.5 FEET) NORTH OF A PAVED SIDE ROAD, 25.6 METERS (84 FEET)
 CQ3430'WEST OF THE SOUTH BOUND LANE OF HIGHWAY 165, 23.5 METERS (77 FEET)
 CQ3430'SOUTH-SOUTHWEST OF A POWER POLE WITH SECURITY LIGHT, 16.3 METERS
 CQ3430'(53.5 FEET) NORTH OF THE SOUTHEAST CORNER OF THE POST OFFICE AND 0.5
 CQ3430'METER(1.5 FEET) EAST OF THE EAST WALL OF THE POST OFFICE.
 CQ3430'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ3430
 CQ3430                          STATION RECOVERY (1996)
 CQ3430
 CQ3430'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3431 ***********************************************************************
 CQ3431  DESIGNATION -  37 V 25
 CQ3431  PID         -  CQ3431
 CQ3431  STATE/COUNTY-  LA/OUACHITA
 CQ3431  USGS QUAD   -  MONROE NORTH (1994)
 CQ3431
 CQ3431                         *CURRENT SURVEY CONTROL
 CQ3431  ___________________________________________________________________
 CQ3431* NAD 83(1986)-  32 30 51.     (N)    092 04 52.     (W)     SCALED    
 CQ3431* NAVD 88     -        21.609  (meters)      70.90   (feet)  ADJUSTED  
 CQ3431  ___________________________________________________________________
 CQ3431  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ3431  DYNAMIC HT  -          21.585 (meters)      70.82  (feet)  COMP
 CQ3431  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CQ3431
 CQ3431  VERT ORDER  -  SECOND    CLASS I
 CQ3431
 CQ3431.The horizontal coordinates were scaled from a topographic map and have
 CQ3431.an estimated accuracy of +/- 6 seconds.
 CQ3431
 CQ3431.The orthometric height was determined by differential leveling
 CQ3431.and adjusted by the National Geodetic Survey in June 1991..
 CQ3431
 CQ3431.The geoid height was determined by GEOID03.
 CQ3431
 CQ3431.The dynamic height is computed by dividing the NAVD 88
 CQ3431.geopotential number by the normal gravity value computed on the
 CQ3431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3431.degrees latitude (g = 980.6199 gals.).
 CQ3431
 CQ3431.The modeled gravity was interpolated from observed gravity values.
 CQ3431
 CQ3431;                    North         East    Units  Estimated Accuracy
 CQ3431;SPC LA N     -   223,400.    1,039,360.      MT  (+/- 180 meters Scaled)
 CQ3431
 CQ3431                          SUPERSEDED SURVEY CONTROL
 CQ3431
 CQ3431.No superseded survey control is available for this station.
 CQ3431
 CQ3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR863978(NAD 83)
 CQ3431_MARKER: DD = SURVEY DISK
 CQ3431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3431_SP_SET: CONCRETE POST
 CQ3431_STAMPING: 37V25 1986
 CQ3431_MARK LOGO: LADTD 
 CQ3431_PROJECTION: FLUSH
 CQ3431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3431+STABILITY: SURFACE MOTION
 CQ3431
 CQ3431  HISTORY     - Date     Condition        Report By
 CQ3431  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3431
 CQ3431                          STATION DESCRIPTION
 CQ3431
 CQ3431'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3431'IN MONROE.
 CQ3431'0.56 KM (0.35 MI) SOUTH ON STERLINGTON ROAD FROM THE POST OFFICE AT
 CQ3431'STERLINGTON ROAD AND U S HIGHWAY 165 TO THE JUNCTION WITH POWELL
 CQ3431'AVENUE AND U S HIGHWAY 80, CONTINUE SOUTH ON POWELL AVENUE (U S
 CQ3431'HIGHWAY 165 BY-PASS) FOR 1 KM (0.6 MI) TO THE MARK ON THE LEFT NEAR A
 CQ3431'CROSSWALK OVER HIGHWAY 165, 29.8 METERS (97 FEET) EAST OF THE CENTER
 CQ3431'OF 165 BY-PASS STREET, 28.7 METERS (94 FEET) NORTH OF THE CENTER OF
 CQ3431'RENWICK STREET AND 0.61 METER (2 FEET) WEST OF A CHAIN LINK FENCE ON
 CQ3431'THE NORTH SIDE OF THE CROSSWALK.
 CQ3431'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CQ3431'THE MARK IS ABOVE LEVEL WITH 165 BY-PASS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0277 ***********************************************************************
 CQ0277  DESIGNATION -  37 V 3 LADH
 CQ0277  PID         -  CQ0277
 CQ0277  STATE/COUNTY-  LA/OUACHITA
 CQ0277  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0277
 CQ0277                         *CURRENT SURVEY CONTROL
 CQ0277  ___________________________________________________________________
 CQ0277* NAD 83(1986)-  32 31 08.     (N)    092 08 50.     (W)     SCALED    
 CQ0277* NAVD 88     -        24.745  (meters)      81.18   (feet)  ADJUSTED  
 CQ0277  ___________________________________________________________________
 CQ0277  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0277  DYNAMIC HT  -          24.717 (meters)      81.09  (feet)  COMP
 CQ0277  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 CQ0277
 CQ0277  VERT ORDER  -  FIRST     CLASS I
 CQ0277
 CQ0277.The horizontal coordinates were scaled from a topographic map and have
 CQ0277.an estimated accuracy of +/- 6 seconds.
 CQ0277
 CQ0277.The orthometric height was determined by differential leveling
 CQ0277.and adjusted by the National Geodetic Survey in June 1991..
 CQ0277
 CQ0277.The geoid height was determined by GEOID03.
 CQ0277
 CQ0277.The dynamic height is computed by dividing the NAVD 88
 CQ0277.geopotential number by the normal gravity value computed on the
 CQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0277.degrees latitude (g = 980.6199 gals.).
 CQ0277
 CQ0277.The modeled gravity was interpolated from observed gravity values.
 CQ0277
 CQ0277;                    North         East    Units  Estimated Accuracy
 CQ0277;SPC LA N     -   223,900.    1,033,150.      MT  (+/- 180 meters Scaled)
 CQ0277
 CQ0277                          SUPERSEDED SURVEY CONTROL
 CQ0277
 CQ0277  NGVD 29 (??/??/??)   24.793  (m)           81.34   (f) ADJUSTED    1 1
 CQ0277
 CQ0277.Superseded values are not recommended for survey control.
 CQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0277.See file dsdata.txt to determine how the superseded data were derived.
 CQ0277
 CQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR800982(NAD 83)
 CQ0277_MARKER: DE = TRAVERSE STATION DISK
 CQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0277_STAMPING: 37 V 3 1968
 CQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0277+STABILITY: SURFACE MOTION
 CQ0277
 CQ0277  HISTORY     - Date     Condition        Report By
 CQ0277  HISTORY     - 1968     MONUMENTED       LADH
 CQ0277  HISTORY     - 1969     GOOD             CGS
 CQ0277
 CQ0277                          STATION DESCRIPTION
 CQ0277
 CQ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0277'3.05 MI W FROM MONROE.
 CQ0277'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0277'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0277'THENCE 2.05 MILES NORTHWEST ALONG U.S. HIGHWAY 80, 160 FEET NORTH OF
 CQ0277'THE CENTER LINE OF THE HIGHWAY, 53 FEET EAST OF THE CENTER LINE OF
 CQ0277'STATE HIGHWAY 183 WHICH IS NORTH 7TH STREET, 56 FEET SOUTHEAST OF A
 CQ0277'STEEL POWER POLE, 51 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CQ0277'CONOCO SERVICE STATION, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CQ0277'HOUSE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 CQ0277'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 CQ0277'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0278 ***********************************************************************
 CQ0278  DESIGNATION -  37 V 4 LADH
 CQ0278  PID         -  CQ0278
 CQ0278  STATE/COUNTY-  LA/OUACHITA
 CQ0278  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0278
 CQ0278                         *CURRENT SURVEY CONTROL
 CQ0278  ___________________________________________________________________
 CQ0278* NAD 83(1986)-  32 31 46.     (N)    092 08 49.     (W)     SCALED    
 CQ0278* NAVD 88     -        30.504  (meters)     100.08   (feet)  ADJUSTED  
 CQ0278  ___________________________________________________________________
 CQ0278  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0278  DYNAMIC HT  -          30.470 (meters)      99.97  (feet)  COMP
 CQ0278  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CQ0278
 CQ0278  VERT ORDER  -  SECOND    CLASS 0
 CQ0278
 CQ0278.The horizontal coordinates were scaled from a topographic map and have
 CQ0278.an estimated accuracy of +/- 6 seconds.
 CQ0278
 CQ0278.The orthometric height was determined by differential leveling
 CQ0278.and adjusted by the National Geodetic Survey in June 1991..
 CQ0278
 CQ0278.The geoid height was determined by GEOID03.
 CQ0278
 CQ0278.The dynamic height is computed by dividing the NAVD 88
 CQ0278.geopotential number by the normal gravity value computed on the
 CQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0278.degrees latitude (g = 980.6199 gals.).
 CQ0278
 CQ0278.The modeled gravity was interpolated from observed gravity values.
 CQ0278
 CQ0278;                    North         East    Units  Estimated Accuracy
 CQ0278;SPC LA N     -   225,070.    1,033,170.      MT  (+/- 180 meters Scaled)
 CQ0278
 CQ0278                          SUPERSEDED SURVEY CONTROL
 CQ0278
 CQ0278  NGVD 29 (??/??/??)   30.574  (m)          100.31   (f) ADJUSTED    2 0
 CQ0278
 CQ0278.Superseded values are not recommended for survey control.
 CQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0278.See file dsdata.txt to determine how the superseded data were derived.
 CQ0278
 CQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR801994(NAD 83)
 CQ0278_MARKER: DE = TRAVERSE STATION DISK
 CQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0278_STAMPING: 37 V 4 1968
 CQ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0278+STABILITY: SURFACE MOTION
 CQ0278
 CQ0278  HISTORY     - Date     Condition        Report By
 CQ0278  HISTORY     - 1968     MONUMENTED       LADH
 CQ0278  HISTORY     - 1968     GOOD             LADH
 CQ0278
 CQ0278                          STATION DESCRIPTION
 CQ0278
 CQ0278'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0278'2.5 MI NW FROM WEST MONROE.
 CQ0278'LOCATED 1.7 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE U.S. HIGHWAY 80
 CQ0278'OUACHITA RIVER BRIDGE THENCE NORTH ALONG STATE HIGHWAY 143 FOR 0.8
 CQ0278'MILES TO THE MARK ON THE RIGHT.  IT IS 130 FEET EAST OF THE CENTERLINE
 CQ0278'OF THE HIGHWAY (NORTH 7TH. STREET), 170 FEET SOUTH OF THE CENTERLINE
 CQ0278'OF DIVISION STREET, 37 FEET SOUTH OF THE SOUTHEAST CORNER OF HIGHLAND
 CQ0278'ESSO SERVICE STATION, 33 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 CQ0278'SEVEN-ELEVEN STORE AND 2 FEET EAST OF A STEEL WITNESS POST. IT IS A
 CQ0278'LDH AND C AND GS TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST
 CQ0278'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0279 ***********************************************************************
 CQ0279  DESIGNATION -  37 V 5 LADH
 CQ0279  PID         -  CQ0279
 CQ0279  STATE/COUNTY-  LA/OUACHITA
 CQ0279  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0279
 CQ0279                         *CURRENT SURVEY CONTROL
 CQ0279  ___________________________________________________________________
 CQ0279* NAD 83(1986)-  32 32 31.     (N)    092 08 54.     (W)     SCALED    
 CQ0279* NAVD 88     -        34.385  (meters)     112.81   (feet)  ADJUSTED  
 CQ0279  ___________________________________________________________________
 CQ0279  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0279  DYNAMIC HT  -          34.346 (meters)     112.68  (feet)  COMP
 CQ0279  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CQ0279
 CQ0279  VERT ORDER  -  SECOND    CLASS 0
 CQ0279
 CQ0279.The horizontal coordinates were scaled from a topographic map and have
 CQ0279.an estimated accuracy of +/- 6 seconds.
 CQ0279
 CQ0279.The orthometric height was determined by differential leveling
 CQ0279.and adjusted by the National Geodetic Survey in June 1991..
 CQ0279
 CQ0279.The geoid height was determined by GEOID03.
 CQ0279
 CQ0279.The dynamic height is computed by dividing the NAVD 88
 CQ0279.geopotential number by the normal gravity value computed on the
 CQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0279.degrees latitude (g = 980.6199 gals.).
 CQ0279
 CQ0279.The modeled gravity was interpolated from observed gravity values.
 CQ0279
 CQ0279;                    North         East    Units  Estimated Accuracy
 CQ0279;SPC LA N     -   226,460.    1,033,030.      MT  (+/- 180 meters Scaled)
 CQ0279
 CQ0279                          SUPERSEDED SURVEY CONTROL
 CQ0279
 CQ0279  NGVD 29 (??/??/??)   34.455  (m)          113.04   (f) ADJUSTED    2 0
 CQ0279
 CQ0279.Superseded values are not recommended for survey control.
 CQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0279.See file dsdata.txt to determine how the superseded data were derived.
 CQ0279
 CQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS799008(NAD 83)
 CQ0279_MARKER: DE = TRAVERSE STATION DISK
 CQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0279_STAMPING: 37 V 5 1968
 CQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0279+STABILITY: SURFACE MOTION
 CQ0279
 CQ0279  HISTORY     - Date     Condition        Report By
 CQ0279  HISTORY     - 1968     MONUMENTED       LADH
 CQ0279  HISTORY     - 1968     GOOD             LADH
 CQ0279
 CQ0279                          STATION DESCRIPTION
 CQ0279
 CQ0279'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0279'3.3 MI NW FROM WEST MONROE.
 CQ0279'LOCATED 1.7 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE U.S. HIGHWAY 80
 CQ0279'OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 1.6
 CQ0279'MILES TO THE MARK ON THE LEFT.  IT IS 133 FEET WEST OF THE CENTERLINE
 CQ0279'OF THE HIGHWAY, 14 FEET WEST OF THE SOUTHEAST CORNER OF A TEXACO
 CQ0279'SERVICE STATION, 31 FEET NORTH OF A NORTHEAST HOUSE CORNER AND 2 FEET
 CQ0279'WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK
 CQ0279'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0281 ***********************************************************************
 CQ0281  DESIGNATION -  37 V 6 LADH
 CQ0281  PID         -  CQ0281
 CQ0281  STATE/COUNTY-  LA/OUACHITA
 CQ0281  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0281
 CQ0281                         *CURRENT SURVEY CONTROL
 CQ0281  ___________________________________________________________________
 CQ0281* NAD 83(1986)-  32 34 14.     (N)    092 09 27.     (W)     SCALED    
 CQ0281* NAVD 88     -        27.804  (meters)      91.22   (feet)  ADJUSTED  
 CQ0281  ___________________________________________________________________
 CQ0281  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0281  DYNAMIC HT  -          27.773 (meters)      91.12  (feet)  COMP
 CQ0281  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 CQ0281
 CQ0281  VERT ORDER  -  SECOND    CLASS 0
 CQ0281
 CQ0281.The horizontal coordinates were scaled from a topographic map and have
 CQ0281.an estimated accuracy of +/- 6 seconds.
 CQ0281
 CQ0281.The orthometric height was determined by differential leveling
 CQ0281.and adjusted by the National Geodetic Survey in June 1991..
 CQ0281
 CQ0281.The geoid height was determined by GEOID03.
 CQ0281
 CQ0281.The dynamic height is computed by dividing the NAVD 88
 CQ0281.geopotential number by the normal gravity value computed on the
 CQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0281.degrees latitude (g = 980.6199 gals.).
 CQ0281
 CQ0281.The modeled gravity was interpolated from observed gravity values.
 CQ0281
 CQ0281;                    North         East    Units  Estimated Accuracy
 CQ0281;SPC LA N     -   229,630.    1,032,160.      MT  (+/- 180 meters Scaled)
 CQ0281
 CQ0281                          SUPERSEDED SURVEY CONTROL
 CQ0281
 CQ0281  NGVD 29 (??/??/??)   27.877  (m)           91.46   (f) ADJUSTED    2 0
 CQ0281
 CQ0281.Superseded values are not recommended for survey control.
 CQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0281.See file dsdata.txt to determine how the superseded data were derived.
 CQ0281
 CQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS790039(NAD 83)
 CQ0281_MARKER: DE = TRAVERSE STATION DISK
 CQ0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0281_SP_SET: BRIDGE
 CQ0281_STAMPING: 37 V 6 1968
 CQ0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0281
 CQ0281  HISTORY     - Date     Condition        Report By
 CQ0281  HISTORY     - 1968     MONUMENTED       LADH
 CQ0281  HISTORY     - 1968     GOOD             LADH
 CQ0281  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ0281
 CQ0281                          STATION DESCRIPTION
 CQ0281
 CQ0281'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0281'5.5 MI NW FROM WEST MONROE.
 CQ0281'LOCATED 1.7 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE U.S. HIGHWAY 80
 CQ0281'OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 3.8
 CQ0281'MILES TO THE MARK ON THE RIGHT.  IT IS IN THE BAYOU DARBONNE BRIDGE AT
 CQ0281'THE NORTHEAST END ON THE DOWNSTREAM SIDE.  IT IS IN THE SIDEWALK FLARE
 CQ0281'14 FEET SOUTHEAST OF THE CENTERLINE OF THE BRIDGE, 1 1/2 FEET
 CQ0281'NORTHEAST OF THE BRIDGE END EXPANSION JOINT, 0.8 FEET ABOVE THE
 CQ0281'ADJACENT BRIDGE DECK ELEVATION AND IS 3 1/2 FEET WEST OF A STEEL
 CQ0281'WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK SET IN THE
 CQ0281'CONCRETE BRIDGE FLARE SIDEWALK.
 CQ0281
 CQ0281                          STATION RECOVERY (2005)
 CQ0281
 CQ0281'RECOVERY NOTE BY US POWER SQUADRON 2005 (TDJ)
 CQ0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0282 ***********************************************************************
 CQ0282  DESIGNATION -  37 V 7 LADH
 CQ0282  PID         -  CQ0282
 CQ0282  STATE/COUNTY-  LA/OUACHITA
 CQ0282  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0282
 CQ0282                         *CURRENT SURVEY CONTROL
 CQ0282  ___________________________________________________________________
 CQ0282* NAD 83(1986)-  32 34 43.     (N)    092 08 55.     (W)     SCALED    
 CQ0282* NAVD 88     -        21.496  (meters)      70.52   (feet)  ADJUSTED  
 CQ0282  ___________________________________________________________________
 CQ0282  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0282  DYNAMIC HT  -          21.472 (meters)      70.45  (feet)  COMP
 CQ0282  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 CQ0282
 CQ0282  VERT ORDER  -  SECOND    CLASS 0
 CQ0282
 CQ0282.The horizontal coordinates were scaled from a topographic map and have
 CQ0282.an estimated accuracy of +/- 6 seconds.
 CQ0282
 CQ0282.The orthometric height was determined by differential leveling
 CQ0282.and adjusted by the National Geodetic Survey in June 1991..
 CQ0282
 CQ0282.The geoid height was determined by GEOID03.
 CQ0282
 CQ0282.The dynamic height is computed by dividing the NAVD 88
 CQ0282.geopotential number by the normal gravity value computed on the
 CQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0282.degrees latitude (g = 980.6199 gals.).
 CQ0282
 CQ0282.The modeled gravity was interpolated from observed gravity values.
 CQ0282
 CQ0282;                    North         East    Units  Estimated Accuracy
 CQ0282;SPC LA N     -   230,530.    1,032,990.      MT  (+/- 180 meters Scaled)
 CQ0282
 CQ0282                          SUPERSEDED SURVEY CONTROL
 CQ0282
 CQ0282  NGVD 29 (??/??/??)   21.569  (m)           70.76   (f) ADJUSTED    2 0
 CQ0282
 CQ0282.Superseded values are not recommended for survey control.
 CQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0282.See file dsdata.txt to determine how the superseded data were derived.
 CQ0282
 CQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS799048(NAD 83)
 CQ0282_MARKER: DE = TRAVERSE STATION DISK
 CQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0282_STAMPING: 37 V 7 1968
 CQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0282+STABILITY: SURFACE MOTION
 CQ0282
 CQ0282  HISTORY     - Date     Condition        Report By
 CQ0282  HISTORY     - 1968     MONUMENTED       LADH
 CQ0282  HISTORY     - 1968     GOOD             LADH
 CQ0282  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ0282
 CQ0282                          STATION DESCRIPTION
 CQ0282
 CQ0282'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0282'6.2 MI NW FROM WEST MONROE.
 CQ0282'LOCATED 1.7 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE U.S. HIGHWAY 80
 CQ0282'OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 4.5
 CQ0282'MILES TO THE MARK ON THE LEFT.  IT IS 91 FEET WEST OF THE CENTERLINE
 CQ0282'OF THE HIGHWAY, 10 FEET SOUTH OF A 24-INCH WHITE OAK TREE, 7 FEET EAST
 CQ0282'OF A 20-INCH PEN OAK TREE AND 1 1/2 FEET WEST OF A STEEL WITNESS POST.
 CQ0282'IT IS A LDH AND C AND GS TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 CQ0282'POST PROJECTING 4 INCHES.
 CQ0282
 CQ0282                          STATION RECOVERY (2005)
 CQ0282
 CQ0282'RECOVERY NOTE BY US POWER SQUADRON 2005 (TDJ)
 CQ0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0283 ***********************************************************************
 CQ0283  DESIGNATION -  37 V 8 LADH
 CQ0283  PID         -  CQ0283
 CQ0283  STATE/COUNTY-  LA/OUACHITA
 CQ0283  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0283
 CQ0283                         *CURRENT SURVEY CONTROL
 CQ0283  ___________________________________________________________________
 CQ0283* NAD 83(1986)-  32 35 27.     (N)    092 08 53.     (W)     SCALED    
 CQ0283* NAVD 88     -        22.355  (meters)      73.34   (feet)  ADJUSTED  
 CQ0283  ___________________________________________________________________
 CQ0283  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0283  DYNAMIC HT  -          22.330 (meters)      73.26  (feet)  COMP
 CQ0283  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CQ0283
 CQ0283  VERT ORDER  -  SECOND    CLASS 0
 CQ0283
 CQ0283.The horizontal coordinates were scaled from a topographic map and have
 CQ0283.an estimated accuracy of +/- 6 seconds.
 CQ0283
 CQ0283.The orthometric height was determined by differential leveling
 CQ0283.and adjusted by the National Geodetic Survey in June 1991..
 CQ0283
 CQ0283.The geoid height was determined by GEOID03.
 CQ0283
 CQ0283.The dynamic height is computed by dividing the NAVD 88
 CQ0283.geopotential number by the normal gravity value computed on the
 CQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0283.degrees latitude (g = 980.6199 gals.).
 CQ0283
 CQ0283.The modeled gravity was interpolated from observed gravity values.
 CQ0283
 CQ0283;                    North         East    Units  Estimated Accuracy
 CQ0283;SPC LA N     -   231,880.    1,033,040.      MT  (+/- 180 meters Scaled)
 CQ0283
 CQ0283                          SUPERSEDED SURVEY CONTROL
 CQ0283
 CQ0283  NGVD 29 (??/??/??)   22.429  (m)           73.59   (f) ADJUSTED    2 0
 CQ0283
 CQ0283.Superseded values are not recommended for survey control.
 CQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0283.See file dsdata.txt to determine how the superseded data were derived.
 CQ0283
 CQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS799062(NAD 83)
 CQ0283_MARKER: DE = TRAVERSE STATION DISK
 CQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0283_STAMPING: 37 V 8 1968
 CQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0283+STABILITY: SURFACE MOTION
 CQ0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0283+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 CQ0283
 CQ0283  HISTORY     - Date     Condition        Report By
 CQ0283  HISTORY     - 1968     MONUMENTED       LADH
 CQ0283  HISTORY     - 1968     GOOD             LADH
 CQ0283  HISTORY     - 20050813 GOOD             USPSQD
 CQ0283
 CQ0283                          STATION DESCRIPTION
 CQ0283
 CQ0283'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0283'7.1 MI NW FROM WEST MONROE.
 CQ0283'LOCATED 1.7 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE U. S. HIGHWAY
 CQ0283'80 OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 5.4
 CQ0283'MILES TO THE MARK ON THE LEFT.  IT IS 73 FEET WEST OF THE CENTERLINE
 CQ0283'OF THE HIGHWAY, 33 FEET NORTH OF THE CENTERLINE OF A BORROW PIT
 CQ0283'DRIVEWAY, 13 FEET SOUTH OF A 24-INCH PINE TREE AND 2 FEET WEST OF A
 CQ0283'STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK SET IN THE
 CQ0283'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CQ0283
 CQ0283                          STATION RECOVERY (2005)
 CQ0283
 CQ0283'RECOVERY NOTE BY US POWER SQUADRON 2005 (TDJ)
 CQ0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0284 ***********************************************************************
 CQ0284  DESIGNATION -  37 V 9 LADH
 CQ0284  PID         -  CQ0284
 CQ0284  STATE/COUNTY-  LA/OUACHITA
 CQ0284  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0284
 CQ0284                         *CURRENT SURVEY CONTROL
 CQ0284  ___________________________________________________________________
 CQ0284* NAD 83(1986)-  32 36 11.     (N)    092 09 31.     (W)     SCALED    
 CQ0284* NAVD 88     -        22.224  (meters)      72.91   (feet)  ADJUSTED  
 CQ0284  ___________________________________________________________________
 CQ0284  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0284  DYNAMIC HT  -          22.199 (meters)      72.83  (feet)  COMP
 CQ0284  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CQ0284
 CQ0284  VERT ORDER  -  SECOND    CLASS 0
 CQ0284
 CQ0284.The horizontal coordinates were scaled from a topographic map and have
 CQ0284.an estimated accuracy of +/- 6 seconds.
 CQ0284
 CQ0284.The orthometric height was determined by differential leveling
 CQ0284.and adjusted by the National Geodetic Survey in June 1991..
 CQ0284
 CQ0284.The geoid height was determined by GEOID03.
 CQ0284
 CQ0284.The dynamic height is computed by dividing the NAVD 88
 CQ0284.geopotential number by the normal gravity value computed on the
 CQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0284.degrees latitude (g = 980.6199 gals.).
 CQ0284
 CQ0284.The modeled gravity was interpolated from observed gravity values.
 CQ0284
 CQ0284;                    North         East    Units  Estimated Accuracy
 CQ0284;SPC LA N     -   233,230.    1,032,050.      MT  (+/- 180 meters Scaled)
 CQ0284
 CQ0284                          SUPERSEDED SURVEY CONTROL
 CQ0284
 CQ0284  NGVD 29 (??/??/??)   22.299  (m)           73.16   (f) ADJUSTED    2 0
 CQ0284
 CQ0284.Superseded values are not recommended for survey control.
 CQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0284.See file dsdata.txt to determine how the superseded data were derived.
 CQ0284
 CQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS789075(NAD 83)
 CQ0284_MARKER: DE = TRAVERSE STATION DISK
 CQ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0284_STAMPING: 37 V 9 1968
 CQ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0284+STABILITY: SURFACE MOTION
 CQ0284
 CQ0284  HISTORY     - Date     Condition        Report By
 CQ0284  HISTORY     - 1968     MONUMENTED       LADH
 CQ0284  HISTORY     - 1968     GOOD             LADH
 CQ0284  HISTORY     - 20050813 GOOD             USPSQD
 CQ0284
 CQ0284                          STATION DESCRIPTION
 CQ0284
 CQ0284'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0284'8.1 MI NW FROM WEST MONROE.
 CQ0284'LOCATED 1.7 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE U. S. HIGHWAY
 CQ0284'80 OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 6.4
 CQ0284'MILES TO THE MARK ON THE LEFT.  IT IS 0.3 MILES NORTH OF THE WALLS
 CQ0284'LAKE ROAD INTERSECTION, 0.2 MILES SOUTH OF THE CROSS BAYOU BRIDGE, 82
 CQ0284'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET NORTHWEST OF A
 CQ0284'30-INCH WHITE OAK TREE, 31 FEET SOUTHWEST OF A 40-INCH WHITE OAK TREE
 CQ0284'AND 2 FEET WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS
 CQ0284'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CQ0284
 CQ0284                          STATION RECOVERY (2005)
 CQ0284
 CQ0284'RECOVERY NOTE BY US POWER SQUADRON 2005 (TDJ)
 CQ0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0001 ***********************************************************************
 BX0001  DESIGNATION -  3732 LAGS
 BX0001  PID         -  BX0001
 BX0001  STATE/COUNTY-  LA/GRANT
 BX0001  USGS QUAD   -  POLLOCK (1985)
 BX0001
 BX0001                         *CURRENT SURVEY CONTROL
 BX0001  ___________________________________________________________________
 BX0001* NAD 83(1986)-  31 30 05.     (N)    092 24 25.     (W)     SCALED    
 BX0001* NAVD 88     -        57.90   (+/-2cm)     190.0    (feet)  VERTCON   
 BX0001  ___________________________________________________________________
 BX0001  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX0001
 BX0001  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0001
 BX0001.The horizontal coordinates were scaled from a topographic map and have
 BX0001.an estimated accuracy of +/- 6 seconds.
 BX0001
 BX0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0001.The vertical order pertains to the NGVD 29 superseded value.
 BX0001
 BX0001.The geoid height was determined by GEOID03.
 BX0001
 BX0001;                    North         East    Units  Estimated Accuracy
 BX0001;SPC LA N     -   111,030.    1,008,840.      MT  (+/- 180 meters Scaled)
 BX0001
 BX0001                          SUPERSEDED SURVEY CONTROL
 BX0001
 BX0001  NGVD 29 (??/??/??)   57.888  (m)          189.92   (f) ADJUSTED    1 2
 BX0001
 BX0001.Superseded values are not recommended for survey control.
 BX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0001.See file dsdata.txt to determine how the superseded data were derived.
 BX0001
 BX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ563853(NAD 83)
 BX0001_MARKER: DD = SURVEY DISK
 BX0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0001_STAMPING: 3732
 BX0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0001+STABILITY: SURFACE MOTION
 BX0001
 BX0001  HISTORY     - Date     Condition        Report By
 BX0001  HISTORY     - UNK      MONUMENTED       LAGS
 BX0001  HISTORY     - 1966     GOOD             CGS
 BX0001
 BX0001                          STATION DESCRIPTION
 BX0001
 BX0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0001'1.75 MI S FROM POLLOCK.
 BX0001'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0001'POLLOCK, IN SECTION 18, T 6 N, R 1 E, 208 FEET EAST OF THE CENTER LINE
 BX0001'OF THE HIGHWAY, 76 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD
 BX0001'LEADING EAST, 52 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 BX0001'HOUSE WHICH IS THE W.S. ROUNDTREE RESIDENCE, 14 FEET SOUTHWEST OF A
 BX0001'TWIN-FORKED MAGNOLIA TREE, 7 FEET EAST OF A 15-INCH PINE TREE, ABOUT 4
 BX0001'FEET BELOW THE LEVEL OF THE PAVED ROAD, AND SET IN THE TOP OF A
 BX0001'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0717 ***********************************************************************
 CP0717  DESIGNATION -  3750 A BOLT
 CP0717  PID         -  CP0717
 CP0717  STATE/COUNTY-  LA/MADISON
 CP0717  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0717
 CP0717                         *CURRENT SURVEY CONTROL
 CP0717  ___________________________________________________________________
 CP0717* NAD 83(1986)-  32 16 11.     (N)    090 59 24.     (W)     SCALED    
 CP0717* NAVD 88     -        23.22   (+/-2cm)      76.2    (feet)  VERTCON   
 CP0717  ___________________________________________________________________
 CP0717  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0717
 CP0717  VERT ORDER  -  ? (See Below)
 CP0717
 CP0717.The horizontal coordinates were scaled from a topographic map and have
 CP0717.an estimated accuracy of +/- 6 seconds.
 CP0717
 CP0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0717.The vertical order pertains to the NGVD 29 superseded value.
 CP0717
 CP0717.The geoid height was determined by GEOID03.
 CP0717
 CP0717;                    North         East    Units  Estimated Accuracy
 CP0717;SPC LA N     -   197,210.    1,142,250.      MT  (+/- 180 meters Scaled)
 CP0717
 CP0717                          SUPERSEDED SURVEY CONTROL
 CP0717
 CP0717  NGVD 29 (??/??/92)   23.252  (m)           76.29   (f) ADJ UNCH    ?  
 CP0717
 CP0717.Superseded values are not recommended for survey control.
 CP0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0717.See file dsdata.txt to determine how the superseded data were derived.
 CP0717
 CP0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR893721(NAD 83)
 CP0717_MARKER: B = BOLT
 CP0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0717_SP_SET: STONE
 CP0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0717+STABILITY: SURFACE MOTION
 CP0717
 CP0717  HISTORY     - Date     Condition        Report By
 CP0717  HISTORY     - UNK      MONUMENTED       DOD
 CP0717  HISTORY     - 1934     GOOD             DOD
 CP0717
 CP0717                          STATION DESCRIPTION
 CP0717
 CP0717'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0717'6 MI SW FROM DELTA POINT.
 CP0717'ABOUT 6 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0717'MADISON PARISH, ABOUT 3/4 MILE SOUTHWEST OF THE LOWER END OF THE REID
 CP0717'BEDFORD REVETMENT, ABOUT 611 FEET SOUTHWEST OF LEVEE STATION 3750,
 CP0717'ABOUT 225 FEET FROM THE LANDSIDE TOE OF THE LEVEE, ABOUT 100 FEET FROM
 CP0717'A TRIANGULAR-BLAZED 12-INCH BOX ELDER TREE, AT THE EDGE OF A WOODS,
 CP0717'AND NEAR A DRAINAGE CANAL.  A COPPER BOLT, SET IN THE TOP OF A STONE
 CP0717'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CP0717'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0716 ***********************************************************************
 CP0716  DESIGNATION -  3750 A CAP
 CP0716  PID         -  CP0716
 CP0716  STATE/COUNTY-  LA/MADISON
 CP0716  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0716
 CP0716                         *CURRENT SURVEY CONTROL
 CP0716  ___________________________________________________________________
 CP0716* NAD 83(1986)-  32 16 11.     (N)    090 59 24.     (W)     SCALED    
 CP0716* NAVD 88     -        24.45   (+/-2cm)      80.2    (feet)  VERTCON   
 CP0716  ___________________________________________________________________
 CP0716  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0716
 CP0716  VERT ORDER  -  ? (See Below)
 CP0716
 CP0716.The horizontal coordinates were scaled from a topographic map and have
 CP0716.an estimated accuracy of +/- 6 seconds.
 CP0716
 CP0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0716.The vertical order pertains to the NGVD 29 superseded value.
 CP0716
 CP0716.The geoid height was determined by GEOID03.
 CP0716
 CP0716;                    North         East    Units  Estimated Accuracy
 CP0716;SPC LA N     -   197,210.    1,142,250.      MT  (+/- 180 meters Scaled)
 CP0716
 CP0716                          SUPERSEDED SURVEY CONTROL
 CP0716
 CP0716  NGVD 29 (??/??/92)   24.478  (m)           80.31   (f) ADJ UNCH    ?  
 CP0716
 CP0716.Superseded values are not recommended for survey control.
 CP0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0716.See file dsdata.txt to determine how the superseded data were derived.
 CP0716
 CP0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR893721(NAD 83)
 CP0716_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0716_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0716_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0716
 CP0716  HISTORY     - Date     Condition        Report By
 CP0716  HISTORY     - UNK      MONUMENTED       DOD
 CP0716  HISTORY     - 1934     GOOD             DOD
 CP0716
 CP0716                          STATION DESCRIPTION
 CP0716
 CP0716'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0716'6 MI SW FROM DELTA POINT.
 CP0716'ABOUT 6 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O. DELTA),
 CP0716'MADISON PARISH, ABOUT 3/4 MILE SOUTHWEST OF THE LOWER END OF THE REID
 CP0716'BEDFORD REVETMENT, ABOUT 611 FEET SOUTHWEST OF LEVEE STATION 3750,
 CP0716'ABOUT 225 FEET FROM THE LANDSIDE TOE OF THE LEVEE, ABOUT 100 FEET FROM
 CP0716'A TRIANGULAR-BLAZED 12-INCH BOX ELDER TREE, AT THE EDGE OF A WOODS,
 CP0716'AND NEAR A DRAINAGE CANAL.  AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 CP0716'U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0673 ***********************************************************************
 BX0673  DESIGNATION -  3793 LAGS
 BX0673  PID         -  BX0673
 BX0673  STATE/COUNTY-  LA/GRANT
 BX0673  USGS QUAD   -  BALL (1993)
 BX0673
 BX0673                         *CURRENT SURVEY CONTROL
 BX0673  ___________________________________________________________________
 BX0673* NAD 83(1986)-  31 29 50.     (N)    092 24 23.     (W)     SCALED    
 BX0673* NAVD 88     -        56.79   (+/-2cm)     186.3    (feet)  VERTCON   
 BX0673  ___________________________________________________________________
 BX0673  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX0673
 BX0673  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0673
 BX0673.The horizontal coordinates were scaled from a topographic map and have
 BX0673.an estimated accuracy of +/- 6 seconds.
 BX0673
 BX0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0673.The vertical order pertains to the NGVD 29 superseded value.
 BX0673
 BX0673.The geoid height was determined by GEOID03.
 BX0673
 BX0673;                    North         East    Units  Estimated Accuracy
 BX0673;SPC LA N     -   110,570.    1,008,890.      MT  (+/- 180 meters Scaled)
 BX0673
 BX0673                          SUPERSEDED SURVEY CONTROL
 BX0673
 BX0673  NGVD 29 (??/??/??)   56.777  (m)          186.28   (f) ADJUSTED    1 2
 BX0673
 BX0673.Superseded values are not recommended for survey control.
 BX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0673.See file dsdata.txt to determine how the superseded data were derived.
 BX0673
 BX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ563848(NAD 83)
 BX0673_MARKER: DD = SURVEY DISK
 BX0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0673_STAMPING: 3793
 BX0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0673+STABILITY: SURFACE MOTION
 BX0673
 BX0673  HISTORY     - Date     Condition        Report By
 BX0673  HISTORY     - UNK      MONUMENTED       LAGS
 BX0673  HISTORY     - 1966     GOOD             CGS
 BX0673
 BX0673                          STATION DESCRIPTION
 BX0673
 BX0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0673'2.1 MI S FROM POLLOCK.
 BX0673'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0673'POLLOCK, IN SECTION 18, T 6 N, R 1 E, 108 FEET EAST OF THE CENTER LINE
 BX0673'OF THE HIGHWAY, 67 FEET NORTHWEST OF THE NORTHWEST CORNER OF A RED
 BX0673'BRICK HOUSE BELONGING TO J.W. COUGHTY, 22 FEET SOUTH OF THE EXTENDED
 BX0673'CENTER LINE OF A GRAVELED ROAD LEADING WEST, 7 1/2 FEET SOUTH OF A
 BX0673'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX0673'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2675 ***********************************************************************
 CQ2675  DESIGNATION -  37A002
 CQ2675  PID         -  CQ2675
 CQ2675  STATE/COUNTY-  LA/OUACHITA
 CQ2675  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2675
 CQ2675                         *CURRENT SURVEY CONTROL
 CQ2675  ___________________________________________________________________
 CQ2675* NAD 83(1992)-  32 30 38.38697(N)    092 10 28.67928(W)     ADJUSTED  
 CQ2675* NAVD 88     -        39.9    (meters)     131.     (feet)  VERTCON   
 CQ2675  ___________________________________________________________________
 CQ2675  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CQ2675  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ2675
 CQ2675  HORZ ORDER  -  SECOND
 CQ2675
 CQ2675.The horizontal coordinates were established by classical geodetic methods
 CQ2675.and adjusted by the National Geodetic Survey in January 1993..
 CQ2675
 CQ2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2675
 CQ2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2675
 CQ2675.The geoid height was determined by GEOID03.
 CQ2675
 CQ2675;                    North         East     Units Scale Factor Converg.
 CQ2675;SPC LA N     -   222,982.742 1,030,572.296   MT  0.99996815   +0 10 19.3
 CQ2675;SPC LA N     -   731,569.21  3,381,135.94   sFT  0.99996815   +0 10 19.3
 CQ2675;UTM  15      - 3,597,341.253   577,526.269   MT  0.99967411   +0 26 37.0
 CQ2675
 CQ2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2675!SPC LA N     -   0.99999780  x   0.99996815  =   0.99996595
 CQ2675!UTM  15      -   0.99999780  x   0.99967411  =   0.99967191
 CQ2675
 CQ2675:                Primary Azimuth Mark                     Grid Az
 CQ2675:SPC LA N     -  37 A 001                                 272 14 42.6
 CQ2675:UTM  15      -  37 A 001                                 271 58 24.9
 CQ2675
 CQ2675|---------------------------------------------------------------------|
 CQ2675| PID    Reference Object                     Distance      Geod. Az  |
 CQ2675|                                                           dddmmss.s |
 CQ2675| CQ2678 37 A 001                            APPROX. 1.6 KM 2722501.9 |
 CQ2675|---------------------------------------------------------------------|
 CQ2675
 CQ2675                          SUPERSEDED SURVEY CONTROL
 CQ2675
 CQ2675  NAD 83(1986)-  32 30 38.40031(N)    092 10 28.67186(W) AD(       ) 2
 CQ2675  NAD 27      -  32 30 37.87860(N)    092 10 28.18231(W) AD(       ) 2
 CQ2675  NGVD 29 (07/19/86)   40.0    (m)          131.     (f) VERT ANG       
 CQ2675
 CQ2675.Superseded values are not recommended for survey control.
 CQ2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2675.See file dsdata.txt to determine how the superseded data were derived.
 CQ2675
 CQ2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7752697341(NAD 83)
 CQ2675_MARKER: DD = SURVEY DISK
 CQ2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2675_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2675+STABILITY: SURFACE MOTION
 CQ2675
 CQ2675  HISTORY     - Date     Condition        Report By
 CQ2675  HISTORY     - 1966     MONUMENTED       LADH
 CQ2675  HISTORY     - 1987     GOOD             LADTD
 CQ2675  HISTORY     - 19910515 GOOD             USPSQD
 CQ2675
 CQ2675                          STATION DESCRIPTION
 CQ2675
 CQ2675'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2675'STATION IS SET IN THE SOUTHEAST CORNER OF A PARISH ROAD OVERPASS
 CQ2675'AND IS MARKED BY A STANDARD BRONZE DISK SET IN THE ROADWAY
 CQ2675'OF THE OVERPASS (2.80 FEET WEST OF THE CURB).  STATION
 CQ2675'IS 7.95 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN,
 CQ2675'9.60 FEET EAST OF THE CENTERLINE OF THE PARISH ROAD, AND IS
 CQ2675'STAMPED 37A002.
 CQ2675'
 CQ2675'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE
 CQ2675'IN MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1
 CQ2675'MILE TO THE ELEVATED RAMP LEADING TO THE WEST BOUND LANE
 CQ2675'ON INTERSTATE 20 FOR 3.36 MILES TO THE STATION SET IN THE
 CQ2675'OVERPASS.
 CQ2675'
 CQ2675'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2675
 CQ2675                          STATION RECOVERY (1987)
 CQ2675
 CQ2675'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2675'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2675
 CQ2675                          STATION RECOVERY (1991)
 CQ2675
 CQ2675'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2674 ***********************************************************************
 CQ2674  DESIGNATION -  37A003
 CQ2674  PID         -  CQ2674
 CQ2674  STATE/COUNTY-  LA/OUACHITA
 CQ2674  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2674
 CQ2674                         *CURRENT SURVEY CONTROL
 CQ2674  ___________________________________________________________________
 CQ2674* NAD 83(1992)-  32 30 37.91366(N)    092 09 55.38610(W)     ADJUSTED  
 CQ2674* NAVD 88     -        30.1    (meters)      99.     (feet)  VERTCON   
 CQ2674  ___________________________________________________________________
 CQ2674  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CQ2674  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ2674
 CQ2674  HORZ ORDER  -  SECOND
 CQ2674
 CQ2674.The horizontal coordinates were established by classical geodetic methods
 CQ2674.and adjusted by the National Geodetic Survey in January 1993..
 CQ2674
 CQ2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2674
 CQ2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2674
 CQ2674.The geoid height was determined by GEOID03.
 CQ2674
 CQ2674;                    North         East     Units Scale Factor Converg.
 CQ2674;SPC LA N     -   222,970.809 1,031,441.314   MT  0.99996813   +0 10 36.9
 CQ2674;SPC LA N     -   731,530.06  3,383,987.04   sFT  0.99996813   +0 10 36.9
 CQ2674;UTM  15      - 3,597,333.442   578,395.079   MT  0.99967578   +0 26 54.9
 CQ2674
 CQ2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2674!SPC LA N     -   0.99999934  x   0.99996813  =   0.99996747
 CQ2674!UTM  15      -   0.99999934  x   0.99967578  =   0.99967512
 CQ2674
 CQ2674:                Primary Azimuth Mark                     Grid Az
 CQ2674:SPC LA N     -  37A002                                   270 47 12.4
 CQ2674:UTM  15      -  37A002                                   270 30 54.4
 CQ2674
 CQ2674|---------------------------------------------------------------------|
 CQ2674| PID    Reference Object                     Distance      Geod. Az  |
 CQ2674|                                                           dddmmss.s |
 CQ2674| CQ2675 37A002                              APPROX. 0.9 KM 2705749.3 |
 CQ2674|---------------------------------------------------------------------|
 CQ2674
 CQ2674                          SUPERSEDED SURVEY CONTROL
 CQ2674
 CQ2674  NAD 83(1986)-  32 30 37.92700(N)    092 09 55.37884(W) AD(       ) 2
 CQ2674  NAD 27      -  32 30 37.40571(N)    092 09 54.89024(W) AD(       ) 2
 CQ2674  NGVD 29 (07/19/86)   30.2    (m)           99.     (f) VERT ANG       
 CQ2674
 CQ2674.Superseded values are not recommended for survey control.
 CQ2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2674.See file dsdata.txt to determine how the superseded data were derived.
 CQ2674
 CQ2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7839597333(NAD 83)
 CQ2674_MARKER: DD = SURVEY DISK
 CQ2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2674+STABILITY: SURFACE MOTION
 CQ2674
 CQ2674  HISTORY     - Date     Condition        Report By
 CQ2674  HISTORY     - 1966     MONUMENTED       LADH
 CQ2674  HISTORY     - 1987     MARK NOT FOUND   LADTD
 CQ2674  HISTORY     - 19910515 GOOD             USPSQD
 CQ2674
 CQ2674                          STATION DESCRIPTION
 CQ2674
 CQ2674'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2674'THIS STATION IS WEST ALONG INTERSTATE 20, 2.79 MILES FROM
 CQ2674'ST. JOHN STREET ENTRANCE ON THE WEST BOUND LANE OF INTERSTATE
 CQ2674'20 IN MONROE, LOUISIANA.  STATION IS 102.0 FEET NORTH OF THE
 CQ2674'CENTERLINE OF THE WEST BOUND LANE ON INTERSTATE 20, 133.10
 CQ2674'FEET EAST OF A HIGHWAY RIGHT OF WAY MARKER, 3.10 FEET SOUTH
 CQ2674'OF THE RIGHT OF WAY FENCE AND 158 FEET WEST OF A METAL WITNESS
 CQ2674'POST AND SIGN.
 CQ2674'
 CQ2674'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2674'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 CQ2674'OF THE GROUND.  STATION IS STAMPED 37A003.
 CQ2674'
 CQ2674'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE
 CQ2674'IN MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1
 CQ2674'MILE TO THE ELEVATED RAMP LEADING TO THE WEST BOUND LANE ON
 CQ2674'INTERSTATE 20, THENCE WEST ALONG INTERSTATE 20 FOR 2.79 MILES
 CQ2674'TO THE STATION SET NORTH OF THE HIGHWAY.
 CQ2674'
 CQ2674'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2674
 CQ2674                          STATION RECOVERY (1987)
 CQ2674
 CQ2674'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2674'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2674
 CQ2674                          STATION RECOVERY (1991)
 CQ2674
 CQ2674'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2681 ***********************************************************************
 CQ2681  DESIGNATION -  37A004 LADH 1966
 CQ2681  PID         -  CQ2681
 CQ2681  STATE/COUNTY-  LA/OUACHITA
 CQ2681  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2681
 CQ2681                         *CURRENT SURVEY CONTROL
 CQ2681  ___________________________________________________________________
 CQ2681* NAD 83(1992)-  32 30 22.98156(N)    092 09 26.70033(W)     ADJUSTED  
 CQ2681* NAVD 88     -        33.2    (meters)     109.     (feet)  VERTCON   
 CQ2681  ___________________________________________________________________
 CQ2681  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 CQ2681  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2681
 CQ2681  HORZ ORDER  -  SECOND
 CQ2681
 CQ2681.The horizontal coordinates were established by classical geodetic methods
 CQ2681.and adjusted by the National Geodetic Survey in January 1993..
 CQ2681
 CQ2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2681
 CQ2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2681
 CQ2681.The geoid height was determined by GEOID03.
 CQ2681
 CQ2681;                    North         East     Units Scale Factor Converg.
 CQ2681;SPC LA N     -   222,513.191 1,032,191.485   MT  0.99996738   +0 10 52.0
 CQ2681;SPC LA N     -   730,028.69  3,386,448.23   sFT  0.99996738   +0 10 52.0
 CQ2681;UTM  15      - 3,596,879.519   579,147.193   MT  0.99967724   +0 27 10.2
 CQ2681
 CQ2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2681!SPC LA N     -   0.99999885  x   0.99996738  =   0.99996623
 CQ2681!UTM  15      -   0.99999885  x   0.99967724  =   0.99967609
 CQ2681
 CQ2681:                Primary Azimuth Mark                     Grid Az
 CQ2681:SPC LA N     -  37A003                                   301 23 02.3
 CQ2681:UTM  15      -  37A003                                   301 06 44.1
 CQ2681
 CQ2681|---------------------------------------------------------------------|
 CQ2681| PID    Reference Object                     Distance      Geod. Az  |
 CQ2681|                                                           dddmmss.s |
 CQ2681| CQ2674 37A003                              APPROX. 0.9 KM 3013354.3 |
 CQ2681|---------------------------------------------------------------------|
 CQ2681
 CQ2681                          SUPERSEDED SURVEY CONTROL
 CQ2681
 CQ2681  NAD 83(1986)-  32 30 22.99495(N)    092 09 26.69313(W) AD(       ) 2
 CQ2681  NAD 27      -  32 30 22.47364(N)    092 09 26.20513(W) AD(       ) 2
 CQ2681  NGVD 29 (07/19/86)   33.3    (m)          109.     (f) VERT ANG       
 CQ2681
 CQ2681.Superseded values are not recommended for survey control.
 CQ2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2681.See file dsdata.txt to determine how the superseded data were derived.
 CQ2681
 CQ2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7914796880(NAD 83)
 CQ2681_MARKER: DD = SURVEY DISK
 CQ2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2681+STABILITY: SURFACE MOTION
 CQ2681
 CQ2681  HISTORY     - Date     Condition        Report By
 CQ2681  HISTORY     - 1966     MONUMENTED       LADH
 CQ2681  HISTORY     - 19910515 GOOD             USPSQD
 CQ2681
 CQ2681                          STATION DESCRIPTION
 CQ2681
 CQ2681'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2681'STATION IS SET IN THE NORTHWEST CORNER OF THE ABUTMENT OF
 CQ2681'THE THOMAS ROAD (LA 617) OVERPASS AND INTERCHANGE AND IS MARKED
 CQ2681'BY A STANDARD BRONZE DISK.  STATION IS 1.48 FEET EAST OF A
 CQ2681'METAL WITNESS POST AND SIGN, 16.80 FEET WEST OF THE CENTERLINE
 CQ2681'OF LA 617.  STATION IS STAMPED 37A004.
 CQ2681'
 CQ2681'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE
 CQ2681'IN MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1
 CQ2681'MILE TO THE ELEVATED RAMP LEADING TO THE WEST BOUND LANE
 CQ2681'ON INTERSTATE 20, THENCE WEST ALONG INTERSTATE 20 FOR 2.07 MILES
 CQ2681'TO THE STATION SET IN THE OVERPASS.
 CQ2681'
 CQ2681'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2681
 CQ2681                          STATION RECOVERY (1991)
 CQ2681
 CQ2681'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2745 ***********************************************************************
 CQ2745  DESIGNATION -  37A005
 CQ2745  PID         -  CQ2745
 CQ2745  STATE/COUNTY-  LA/OUACHITA
 CQ2745  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2745
 CQ2745                         *CURRENT SURVEY CONTROL
 CQ2745  ___________________________________________________________________
 CQ2745* NAD 83(1992)-  32 29 59.29553(N)    092 08 50.22721(W)     ADJUSTED  
 CQ2745* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 CQ2745  ___________________________________________________________________
 CQ2745  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CQ2745  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2745
 CQ2745  HORZ ORDER  -  SECOND
 CQ2745
 CQ2745.The horizontal coordinates were established by classical geodetic methods
 CQ2745.and adjusted by the National Geodetic Survey in January 1993..
 CQ2745
 CQ2745.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2745
 CQ2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2745
 CQ2745.The geoid height was determined by GEOID03.
 CQ2745
 CQ2745;                    North         East     Units Scale Factor Converg.
 CQ2745;SPC LA N     -   221,786.641 1,033,145.875   MT  0.99996621   +0 11 11.3
 CQ2745;SPC LA N     -   727,645.00  3,389,579.42   sFT  0.99996621   +0 11 11.3
 CQ2745;UTM  15      - 3,596,157.711   580,104.741   MT  0.99967913   +0 27 29.5
 CQ2745
 CQ2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2745!SPC LA N     -   1.00000036  x   0.99996621  =   0.99996657
 CQ2745!UTM  15      -   1.00000036  x   0.99967913  =   0.99967949
 CQ2745
 CQ2745:                Primary Azimuth Mark                     Grid Az
 CQ2745:SPC LA N     -  37A003                                   304 47 16.8
 CQ2745:UTM  15      -  37A003                                   304 30 58.6
 CQ2745
 CQ2745|---------------------------------------------------------------------|
 CQ2745| PID    Reference Object                     Distance      Geod. Az  |
 CQ2745|                                                           dddmmss.s |
 CQ2745| CQ2674 37A003                              APPROX. 2.1 KM 3045828.1 |
 CQ2745|---------------------------------------------------------------------|
 CQ2745
 CQ2745                          SUPERSEDED SURVEY CONTROL
 CQ2745
 CQ2745  NAD 83(1986)-  32 29 59.30897(N)    092 08 50.22005(W) AD(       ) 2
 CQ2745  NAD 27      -  32 29 58.78753(N)    092 08 49.73274(W) AD(       ) 2
 CQ2745  NGVD 29 (07/19/86)   23.7    (m)           78.     (f) VERT ANG       
 CQ2745
 CQ2745.Superseded values are not recommended for survey control.
 CQ2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2745.See file dsdata.txt to determine how the superseded data were derived.
 CQ2745
 CQ2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8010596158(NAD 83)
 CQ2745_MARKER: DD = SURVEY DISK
 CQ2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2745_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2745+STABILITY: SURFACE MOTION
 CQ2745
 CQ2745  HISTORY     - Date     Condition        Report By
 CQ2745  HISTORY     - 1966     MONUMENTED       LADH
 CQ2745  HISTORY     - 1987     MARK NOT FOUND   LADTD
 CQ2745  HISTORY     - 19910515 GOOD             USPSQD
 CQ2745  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ2745
 CQ2745                          STATION DESCRIPTION
 CQ2745
 CQ2745'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2745'THIS STATION IS WEST ALONG INTERSTATE 20, 1.35 MILES FROM
 CQ2745'THE ST. JOHN STREET ENTRANCE RAMP ON THE WESTBOUND LANE
 CQ2745'OF INTERSTATE 20.  STATION IS 80.0 FEET SOUTH OF THE CENTERLINE
 CQ2745'OF THE EASTBOUND LANE ON INTERSTATE 20, 99.33 FEET NORTHWEST
 CQ2745'OF A HIGHWAY RIGHT OF WAY MARKER, 36.0 FEET NORTH OF THE SOUTH
 CQ2745'RIGHT OF WAY FENCE ALONG INTERSTATE 20, AND 1.80 FEET EAST
 CQ2745'OF A METAL WITNESS POST AND SIGN.
 CQ2745'
 CQ2745'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2745'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 CQ2745'OF THE GROUND.  THE STATION IS STAMPED 37A005.
 CQ2745'
 CQ2745'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE
 CQ2745'IN MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1
 CQ2745'MILE TO THE ELEVATED RAMP LEADING TO THE WESTBOUND LANE ON
 CQ2745'INTERSTATE 20, THENCE WEST ALONG INTERSTATE 20 FOR 1.35
 CQ2745'MILES TO THE STATION SET SOUTH OF HIGHWAY.
 CQ2745'
 CQ2745'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2745
 CQ2745                          STATION RECOVERY (1987)
 CQ2745
 CQ2745'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2745'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2745
 CQ2745                          STATION RECOVERY (1991)
 CQ2745
 CQ2745'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2745'RECOVERED IN GOOD CONDITION.
 CQ2745
 CQ2745                          STATION RECOVERY (2003)
 CQ2745
 CQ2745'RECOVERY NOTE BY US POWER SQUADRON 2003 (TPJ)
 CQ2745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2746 ***********************************************************************
 CQ2746  DESIGNATION -  37A006
 CQ2746  PID         -  CQ2746
 CQ2746  STATE/COUNTY-  LA/OUACHITA
 CQ2746  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2746
 CQ2746                         *CURRENT SURVEY CONTROL
 CQ2746  ___________________________________________________________________
 CQ2746* NAD 83(1992)-  32 29 54.16128(N)    092 08 18.85395(W)     ADJUSTED  
 CQ2746* NAVD 88     -        28.6    (meters)      94.     (feet)  VERTCON   
 CQ2746  ___________________________________________________________________
 CQ2746  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CQ2746  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2746
 CQ2746  HORZ ORDER  -  SECOND
 CQ2746
 CQ2746.The horizontal coordinates were established by classical geodetic methods
 CQ2746.and adjusted by the National Geodetic Survey in January 1993..
 CQ2746
 CQ2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2746
 CQ2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2746
 CQ2746.The geoid height was determined by GEOID03.
 CQ2746
 CQ2746;                    North         East     Units Scale Factor Converg.
 CQ2746;SPC LA N     -   221,631.188 1,033,965.360   MT  0.99996596   +0 11 27.9
 CQ2746;SPC LA N     -   727,134.99  3,392,268.02   sFT  0.99996596   +0 11 27.9
 CQ2746;UTM  15      - 3,596,006.190   580,924.719   MT  0.99968075   +0 27 46.3
 CQ2746
 CQ2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2746!SPC LA N     -   0.99999959  x   0.99996596  =   0.99996555
 CQ2746!UTM  15      -   0.99999959  x   0.99968075  =   0.99968034
 CQ2746
 CQ2746:                Primary Azimuth Mark                     Grid Az
 CQ2746:SPC LA N     -  37A005                                   280 44 28.2
 CQ2746:UTM  15      -  37A005                                   280 28 09.8
 CQ2746
 CQ2746|---------------------------------------------------------------------|
 CQ2746| PID    Reference Object                     Distance      Geod. Az  |
 CQ2746|                                                           dddmmss.s |
 CQ2746| CQ2745 37A005                              APPROX. 0.8 KM 2805556.1 |
 CQ2746|---------------------------------------------------------------------|
 CQ2746
 CQ2746                          SUPERSEDED SURVEY CONTROL
 CQ2746
 CQ2746  NAD 83(1986)-  32 29 54.17474(N)    092 08 18.84685(W) AD(       ) 2
 CQ2746  NAD 27      -  32 29 53.65357(N)    092 08 18.36038(W) AD(       ) 2
 CQ2746  NGVD 29 (07/19/86)   28.6    (m)           94.     (f) VERT ANG       
 CQ2746
 CQ2746.Superseded values are not recommended for survey control.
 CQ2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2746.See file dsdata.txt to determine how the superseded data were derived.
 CQ2746
 CQ2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8092596006(NAD 83)
 CQ2746_MARKER: DD = SURVEY DISK
 CQ2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2746_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2746+STABILITY: SURFACE MOTION
 CQ2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2746+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ2746
 CQ2746  HISTORY     - Date     Condition        Report By
 CQ2746  HISTORY     - 1966     MONUMENTED       LADH
 CQ2746  HISTORY     - 1987     GOOD             LADTD
 CQ2746  HISTORY     - 19910515 GOOD             USPSQD
 CQ2746  HISTORY     - 20001021 GOOD             USPSQD
 CQ2746  HISTORY     - 20030301 GOOD             USPSQD
 CQ2746
 CQ2746                          STATION DESCRIPTION
 CQ2746
 CQ2746'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2746'STATION IS SET IN THE NORTHWEST CORNER OF THE STELLA STREET
 CQ2746'OVERPASS AND INTERCHANGE ON INTERSTATE 20 AND IS MARKED
 CQ2746'BY A STANDARD BRONZE DISK SET IN THE ROADWAY OF THE OVERPASS
 CQ2746'IN THE ABUTMENT (2.60 FEET EAST OF THE WEST CURB).  STATION
 CQ2746'IS 6.0 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN,
 CQ2746'24.25 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE
 CQ2746'ON THE OVERPASS, AND IS STAMPED 37A006.
 CQ2746'
 CQ2746'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE
 CQ2746'IN MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1
 CQ2746'MILE TO THE ELEVATED RAMP LEADING TO THE WESTBOUND LANE ON
 CQ2746'INTERSTATE 20 FOR 1.30 MILES TO STATION SET IN OVERPASS.
 CQ2746'
 CQ2746'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2746
 CQ2746                          STATION RECOVERY (1987)
 CQ2746
 CQ2746'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2746'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2746
 CQ2746                          STATION RECOVERY (1991)
 CQ2746
 CQ2746'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2746'RECOVERED IN GOOD CONDITION.
 CQ2746
 CQ2746                          STATION RECOVERY (2000)
 CQ2746
 CQ2746'RECOVERY NOTE BY US POWER SQUADRON 2000 (TDJ)
 CQ2746'RECOVERED IN GOOD CONDITION.
 CQ2746
 CQ2746                          STATION RECOVERY (2003)
 CQ2746
 CQ2746'RECOVERY NOTE BY US POWER SQUADRON 2003 (LIL)
 CQ2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2749 ***********************************************************************
 CQ2749  DESIGNATION -  37A007
 CQ2749  PID         -  CQ2749
 CQ2749  STATE/COUNTY-  LA/OUACHITA
 CQ2749  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2749
 CQ2749                         *CURRENT SURVEY CONTROL
 CQ2749  ___________________________________________________________________
 CQ2749* NAD 83(1992)-  32 29 47.30861(N)    092 07 45.66784(W)     ADJUSTED  
 CQ2749* NAVD 88     -        33.9    (meters)     111.     (feet)  VERTCON   
 CQ2749  ___________________________________________________________________
 CQ2749  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CQ2749  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2749
 CQ2749  HORZ ORDER  -  SECOND
 CQ2749
 CQ2749.The horizontal coordinates were established by classical geodetic methods
 CQ2749.and adjusted by the National Geodetic Survey in January 1993..
 CQ2749
 CQ2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2749
 CQ2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2749
 CQ2749.The geoid height was determined by GEOID03.
 CQ2749
 CQ2749;                    North         East     Units Scale Factor Converg.
 CQ2749;SPC LA N     -   221,423.031 1,034,832.375   MT  0.99996562   +0 11 45.5
 CQ2749;SPC LA N     -   726,452.06  3,395,112.55   sFT  0.99996562   +0 11 45.5
 CQ2749;UTM  15      - 3,595,802.206   581,792.465   MT  0.99968249   +0 28 04.0
 CQ2749
 CQ2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2749!SPC LA N     -   0.99999876  x   0.99996562  =   0.99996438
 CQ2749!UTM  15      -   0.99999876  x   0.99968249  =   0.99968125
 CQ2749
 CQ2749:                Primary Azimuth Mark                     Grid Az
 CQ2749:SPC LA N     -  37A005                                   282 10 00.5
 CQ2749:UTM  15      -  37A005                                   281 53 42.0
 CQ2749
 CQ2749|---------------------------------------------------------------------|
 CQ2749| PID    Reference Object                     Distance      Geod. Az  |
 CQ2749|                                                           dddmmss.s |
 CQ2749| CQ2745 37A005                              APPROX. 1.7 KM 2822146.0 |
 CQ2749|---------------------------------------------------------------------|
 CQ2749
 CQ2749                          SUPERSEDED SURVEY CONTROL
 CQ2749
 CQ2749  NAD 83(1986)-  32 29 47.32211(N)    092 07 45.66081(W) AD(       ) 2
 CQ2749  NAD 27      -  32 29 46.80116(N)    092 07 45.17522(W) AD(       ) 2
 CQ2749  NGVD 29 (07/19/86)   33.9    (m)          111.     (f) VERT ANG       
 CQ2749
 CQ2749.Superseded values are not recommended for survey control.
 CQ2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2749.See file dsdata.txt to determine how the superseded data were derived.
 CQ2749
 CQ2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8179295802(NAD 83)
 CQ2749_MARKER: DD = SURVEY DISK
 CQ2749_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ2749+WITH SETTING: PAVEMENT
 CQ2749_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2749+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ2749
 CQ2749  HISTORY     - Date     Condition        Report By
 CQ2749  HISTORY     - 1966     MONUMENTED       LADH
 CQ2749  HISTORY     - 1987     GOOD             LADTD
 CQ2749  HISTORY     - 19910515 GOOD             USPSQD
 CQ2749  HISTORY     - 20030301 GOOD             USPSQD
 CQ2749
 CQ2749                          STATION DESCRIPTION
 CQ2749
 CQ2749'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2749'THIS STATION IS LOCATED IN WEST MONROE, LOUISIANA, STATION IS
 CQ2749'SET IN THE CURB OF THE ELEVATED PORTION OF INTERSTATE 20 ON THE
 CQ2749'NORTH SIDE OF THE WEST BOUND LANE, DIRECTLY ABOVE THE ILLINOIS
 CQ2749'CENTRAL RAILROAD TRACKS.  STATION IS ABOUT 200 FEET WEST OF THE
 CQ2749'FOURTH STREET ENTRANCE RAMP TO INTERSTATE 20.
 CQ2749'
 CQ2749'STATION IS A STANDARD BRONZE DISK SET IN CURB ABOUT 8 INCHES ABOVE
 CQ2749'THE ROADWAY.  STATION IS STAMPED 37A007.
 CQ2749'
 CQ2749'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE IN
 CQ2749'MONROE, LOUISIANA, GO SOUTH ON ST. JOHN STREET TO THE ENTRANCE
 CQ2749'RAMP TO THE WEST BOUND LANE OF INTERSTATE 20, THEN TRAVEL WEST
 CQ2749'ALONG INTERSTATE 20 FOR 1.1 MILES TO STATION SET IN CURB NORTH OF
 CQ2749'HIGHWAY.
 CQ2749'
 CQ2749'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2749
 CQ2749                          STATION RECOVERY (1987)
 CQ2749
 CQ2749'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2749'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2749
 CQ2749                          STATION RECOVERY (1991)
 CQ2749
 CQ2749'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2749'RECOVERED IN GOOD CONDITION.
 CQ2749
 CQ2749                          STATION RECOVERY (2003)
 CQ2749
 CQ2749'RECOVERY NOTE BY US POWER SQUADRON 2003 (TPJ)
 CQ2749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2663 ***********************************************************************
 CQ2663  DESIGNATION -  37A008 LADH 1966
 CQ2663  PID         -  CQ2663
 CQ2663  STATE/COUNTY-  LA/OUACHITA
 CQ2663  USGS QUAD   -  MONROE NORTH (1994)
 CQ2663
 CQ2663                         *CURRENT SURVEY CONTROL
 CQ2663  ___________________________________________________________________
 CQ2663* NAD 83(1992)-  32 30 14.62662(N)    092 06 51.33545(W)     ADJUSTED  
 CQ2663* NAVD 88     -        51.7    (meters)     170.     (feet)  VERTCON   
 CQ2663  ___________________________________________________________________
 CQ2663  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CQ2663  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2663
 CQ2663  HORZ ORDER  -  FIRST
 CQ2663
 CQ2663.The horizontal coordinates were established by classical geodetic methods
 CQ2663.and adjusted by the National Geodetic Survey in January 1993..
 CQ2663
 CQ2663.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2663
 CQ2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2663
 CQ2663.The geoid height was determined by GEOID03.
 CQ2663
 CQ2663;                    North         East     Units Scale Factor Converg.
 CQ2663;SPC LA N     -   222,269.460 1,036,247.706   MT  0.99996697   +0 12 14.2
 CQ2663;SPC LA N     -   729,229.05  3,399,756.02   sFT  0.99996697   +0 12 14.2
 CQ2663;UTM  15      - 3,596,655.102   583,203.365   MT  0.99968537   +0 28 33.6
 CQ2663
 CQ2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2663!SPC LA N     -   0.99999596  x   0.99996697  =   0.99996293
 CQ2663!UTM  15      -   0.99999596  x   0.99968537  =   0.99968133
 CQ2663
 CQ2663:                Primary Azimuth Mark                     Grid Az
 CQ2663:SPC LA N     -  MONROE EAST MUN TANK                     061 13 06.8
 CQ2663:UTM  15      -  MONROE EAST MUN TANK                     060 56 47.4
 CQ2663
 CQ2663|---------------------------------------------------------------------|
 CQ2663| PID    Reference Object                     Distance      Geod. Az  |
 CQ2663|                                                           dddmmss.s |
 CQ2663| CQ2671 MONROE EAST MUN TANK                APPROX. 3.4 KM 0612521.0 |
 CQ2663| CQ2722 MONROE RAD STA KLIC MAST            APPROX. 2.9 KM 1290012.5 |
 CQ2663| CQ2726 MONROE LOUISVILLE COOP W TK         APPROX. 2.8 KM 1711126.5 |
 CQ2663| CQ2727 MONROE USE RAD STA WUG 31 TWR       APPROX. 4.2 KM 1805754.1 |
 CQ2663| CQ2752 BROWNVILLE MUN W TANK               APPROX. 4.6 KM 2485319.4 |
 CQ2663|---------------------------------------------------------------------|
 CQ2663
 CQ2663                          SUPERSEDED SURVEY CONTROL
 CQ2663
 CQ2663  NAD 83(1986)-  32 30 14.64010(N)    092 06 51.32852(W) AD(       ) 1
 CQ2663  NAD 27      -  32 30 14.12050(N)    092 06 50.84497(W) AD(       ) 1
 CQ2663  NGVD 29 (07/19/86)   51.7    (m)          170.     (f) VERT ANG       
 CQ2663
 CQ2663.Superseded values are not recommended for survey control.
 CQ2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2663.See file dsdata.txt to determine how the superseded data were derived.
 CQ2663
 CQ2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8320396655(NAD 83)
 CQ2663_MARKER: DD = SURVEY DISK
 CQ2663_SETTING: 0 = UNSPECIFIED SETTING
 CQ2663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2663
 CQ2663  HISTORY     - Date     Condition        Report By
 CQ2663  HISTORY     - 1966     MONUMENTED       LADH
 CQ2663  HISTORY     - 1970     GOOD             NGS
 CQ2663  HISTORY     - 19910515 GOOD             USPSQD
 CQ2663  HISTORY     - 19961102 GOOD             USPSQD
 CQ2663  HISTORY     - 20030301 GOOD             USPSQD
 CQ2663
 CQ2663                          STATION DESCRIPTION
 CQ2663
 CQ2663'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2663'THIS STATION IS LOCATED ON TOP OF THE ALVIS HOTEL BUILDING
 CQ2663'IN DOWNTOWN MONROE, LOUISIANA.  STATION IS MARKED BY A
 CQ2663'STANDARD BRONZE DISK SET IN THE ROOF OF THE ELEVATOR SHAFT
 CQ2663'IN THE SOUTHWEST CORNER.  THE ALVIS HOTEL IS ON THE NORTHWEST
 CQ2663'QUADRANT OF THE INTERSECTION OF DESIARD STREET AND HALL
 CQ2663'STREET (U.S. HIGHWAY 165 AND LA. HIGHWAY 15 NORTH).
 CQ2663'
 CQ2663'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE
 CQ2663'IN MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.2 MILE TO
 CQ2663'INTERSECTION WITH LAYTON STREET, THENCE EAST ALONG LAYTON
 CQ2663'STREET FOR 0.25 MILE TO INTERSECTION WITH HALL STREET (U.S.
 CQ2663'HIGHWAY 165 AND LA. HIGHWAY 15 NORTH) THENCE ALONG HALL STREET
 CQ2663'FOR 0.5 MILE TO THE ALVIS HOTEL BUILDING ON THE CORNER OF
 CQ2663'HALL STREET AND DESIARD STREET.
 CQ2663'
 CQ2663'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2663
 CQ2663                          STATION RECOVERY (1970)
 CQ2663
 CQ2663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CQ2663'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE 1966
 CQ2663'DESCRIPTION IS ENTIRELY ADEQUATE.
 CQ2663
 CQ2663                          STATION RECOVERY (1991)
 CQ2663
 CQ2663'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2663'RECOVERED IN GOOD CONDITION.
 CQ2663
 CQ2663                          STATION RECOVERY (1996)
 CQ2663
 CQ2663'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2663'RECOVERED IN GOOD CONDITION.
 CQ2663
 CQ2663                          STATION RECOVERY (2003)
 CQ2663
 CQ2663'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRR)
 CQ2663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2720 ***********************************************************************
 CQ2720  DESIGNATION -  37B001
 CQ2720  PID         -  CQ2720
 CQ2720  STATE/COUNTY-  LA/OUACHITA
 CQ2720  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2720
 CQ2720                         *CURRENT SURVEY CONTROL
 CQ2720  ___________________________________________________________________
 CQ2720* NAD 83(1992)-  32 29 41.49780(N)    092 07 18.73409(W)     ADJUSTED  
 CQ2720* NAVD 88     -        30.7    (meters)     101.     (feet)  VERTCON   
 CQ2720  ___________________________________________________________________
 CQ2720  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CQ2720  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2720
 CQ2720  HORZ ORDER  -  SECOND
 CQ2720
 CQ2720.The horizontal coordinates were established by classical geodetic methods
 CQ2720.and adjusted by the National Geodetic Survey in January 1993..
 CQ2720
 CQ2720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2720
 CQ2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2720
 CQ2720.The geoid height was determined by GEOID03.
 CQ2720
 CQ2720;                    North         East     Units Scale Factor Converg.
 CQ2720;SPC LA N     -   221,246.469 1,035,536.095   MT  0.99996534   +0 11 59.7
 CQ2720;SPC LA N     -   725,872.79  3,397,421.34   sFT  0.99996534   +0 11 59.7
 CQ2720;UTM  15      - 3,595,629.034   582,496.816   MT  0.99968392   +0 28 18.4
 CQ2720
 CQ2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2720!SPC LA N     -   0.99999926  x   0.99996534  =   0.99996460
 CQ2720!UTM  15      -   0.99999926  x   0.99968392  =   0.99968318
 CQ2720
 CQ2720:                Primary Azimuth Mark                     Grid Az
 CQ2720:SPC LA N     -  37A007                                   284 05 04.8
 CQ2720:UTM  15      -  37A007                                   283 48 46.1
 CQ2720
 CQ2720|---------------------------------------------------------------------|
 CQ2720| PID    Reference Object                     Distance      Geod. Az  |
 CQ2720|                                                           dddmmss.s |
 CQ2720| CQ2749 37A007                              APPROX. 0.7 KM 2841704.5 |
 CQ2720|---------------------------------------------------------------------|
 CQ2720
 CQ2720                          SUPERSEDED SURVEY CONTROL
 CQ2720
 CQ2720  NAD 83(1986)-  32 29 41.51132(N)    092 07 18.72706(W) AD(       ) 2
 CQ2720  NAD 27      -  32 29 40.99050(N)    092 07 18.24200(W) AD(       ) 2
 CQ2720  NGVD 29 (07/19/86)   30.7    (m)          101.     (f) VERT ANG       
 CQ2720
 CQ2720.Superseded values are not recommended for survey control.
 CQ2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2720.See file dsdata.txt to determine how the superseded data were derived.
 CQ2720
 CQ2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8249795629(NAD 83)
 CQ2720_MARKER: DD = SURVEY DISK
 CQ2720_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ2720+WITH SETTING: PAVEMENT
 CQ2720_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2720+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ2720
 CQ2720  HISTORY     - Date     Condition        Report By
 CQ2720  HISTORY     - 1966     MONUMENTED       LADH
 CQ2720  HISTORY     - 1987     GOOD             LADTD
 CQ2720  HISTORY     - 19910515 GOOD             USPSQD
 CQ2720  HISTORY     - 20030301 GOOD             USPSQD
 CQ2720
 CQ2720                          STATION DESCRIPTION
 CQ2720
 CQ2720'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2720'THIS STATION IS SET IN ISLAND AT ENTRANCE RAMP TO INTERSTATE 20
 CQ2720'FROM 4TH STREET (IN WEST MONROE, LOUISIANA) TO ELEVATED PORTION
 CQ2720'OF INTERSTATE 20 ON SOUTH SIDE.
 CQ2720'
 CQ2720'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE EVEN WITH THE
 CQ2720'ROADWAY AND ABOUT 6 FEET EAST OF POINT IN ISLAND.  STATION IS
 CQ2720'STAMPED 37B001.
 CQ2720'
 CQ2720'TO REACH STATION FROM THE OUACHITA PARISH COURTHOUSE IN MONROE,
 CQ2720'LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1 MILE TO ENTRANCE
 CQ2720'RAMP TO WEST BOUND LANE ON INTERSTATE 20, THENCE WEST ALONG
 CQ2720'INTERSTATE 20 FOR 0.6 MILE TO STATION SET SOUTH OF THE EAST BOUND
 CQ2720'LANE, 4TH STREET ENTRANCE.
 CQ2720'
 CQ2720'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2720
 CQ2720                          STATION RECOVERY (1987)
 CQ2720
 CQ2720'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2720'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2720
 CQ2720                          STATION RECOVERY (1991)
 CQ2720
 CQ2720'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2720'RECOVERED IN GOOD CONDITION.
 CQ2720
 CQ2720                          STATION RECOVERY (2003)
 CQ2720
 CQ2720'RECOVERY NOTE BY US POWER SQUADRON 2003 (TPJ)
 CQ2720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2719 ***********************************************************************
 CQ2719  DESIGNATION -  37B002
 CQ2719  PID         -  CQ2719
 CQ2719  STATE/COUNTY-  LA/OUACHITA
 CQ2719  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2719
 CQ2719                         *CURRENT SURVEY CONTROL
 CQ2719  ___________________________________________________________________
 CQ2719* NAD 83(1992)-  32 29 49.46324(N)    092 06 51.15654(W)     ADJUSTED  
 CQ2719* NAVD 88     -        33.0    (meters)     108.     (feet)  VERTCON   
 CQ2719  ___________________________________________________________________
 CQ2719  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CQ2719  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2719
 CQ2719  HORZ ORDER  -  SECOND
 CQ2719
 CQ2719.The horizontal coordinates were established by classical geodetic methods
 CQ2719.and adjusted by the National Geodetic Survey in January 1993..
 CQ2719
 CQ2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2719
 CQ2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2719
 CQ2719.The geoid height was determined by GEOID03.
 CQ2719
 CQ2719;                    North         East     Units Scale Factor Converg.
 CQ2719;SPC LA N     -   221,494.367 1,036,255.135   MT  0.99996573   +0 12 14.3
 CQ2719;SPC LA N     -   726,686.10  3,399,780.39   sFT  0.99996573   +0 12 14.3
 CQ2719;UTM  15      - 3,595,880.270   583,214.470   MT  0.99968539   +0 28 33.3
 CQ2719
 CQ2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2719!SPC LA N     -   0.99999890  x   0.99996573  =   0.99996463
 CQ2719!UTM  15      -   0.99999890  x   0.99968539  =   0.99968429
 CQ2719
 CQ2719:                Primary Azimuth Mark                     Grid Az
 CQ2719:SPC LA N     -  37B001                                   250 58 40.2
 CQ2719:UTM  15      -  37B001                                   250 42 21.2
 CQ2719
 CQ2719|---------------------------------------------------------------------|
 CQ2719| PID    Reference Object                     Distance      Geod. Az  |
 CQ2719|                                                           dddmmss.s |
 CQ2719| CQ2720 37B001                              APPROX. 0.8 KM 2511054.5 |
 CQ2719|---------------------------------------------------------------------|
 CQ2719
 CQ2719                          SUPERSEDED SURVEY CONTROL
 CQ2719
 CQ2719  NAD 83(1986)-  32 29 49.47676(N)    092 06 51.14957(W) AD(       ) 2
 CQ2719  NAD 27      -  32 29 48.95649(N)    092 06 50.66543(W) AD(       ) 2
 CQ2719  NGVD 29 (07/19/86)   33.0    (m)          108.     (f) VERT ANG       
 CQ2719
 CQ2719.Superseded values are not recommended for survey control.
 CQ2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2719.See file dsdata.txt to determine how the superseded data were derived.
 CQ2719
 CQ2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8321495880(NAD 83)
 CQ2719_MARKER: DD = SURVEY DISK
 CQ2719_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ2719+WITH SETTING: PAVEMENT
 CQ2719_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2719+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ2719
 CQ2719  HISTORY     - Date     Condition        Report By
 CQ2719  HISTORY     - 1966     MONUMENTED       LADH
 CQ2719  HISTORY     - 1987     GOOD             LADTD
 CQ2719  HISTORY     - 19910515 GOOD             USPSQD
 CQ2719  HISTORY     - 20030301 GOOD             USPSQD
 CQ2719
 CQ2719                          STATION DESCRIPTION
 CQ2719
 CQ2719'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2719'STATION IS SET IN THE ISLAND BETWEEN THE ST. JOHN STREET RAMP
 CQ2719'AND THE ELEVATED PORTION OF THE WESTBOUND LANE ON INTERSTATE
 CQ2719'20, AND IS A STANDARD BRONZE DISK SET ABOUT 3 FEET ABOVE THE
 CQ2719'SURFACE OF THE ROADWAY BETWEEN THE GUARD RAILS.  STATION IS
 CQ2719'STAMPED 37B002.
 CQ2719'
 CQ2719'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE IN
 CQ2719'MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.1 MILE TO
 CQ2719'STATION ON THE ENTRANCE TO INTERSTATE 20 WESTBOUND LANE OF THE
 CQ2719'ST. JOHN STREET RAMP.
 CQ2719'
 CQ2719'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2719
 CQ2719                          STATION RECOVERY (1987)
 CQ2719
 CQ2719'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2719'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2719
 CQ2719                          STATION RECOVERY (1991)
 CQ2719
 CQ2719'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2719'RECOVERED IN GOOD CONDITION.
 CQ2719
 CQ2719                          STATION RECOVERY (2003)
 CQ2719
 CQ2719'RECOVERY NOTE BY US POWER SQUADRON 2003 (TPJ)
 CQ2719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2661 ***********************************************************************
 CQ2661  DESIGNATION -  37B003 LADH 1966
 CQ2661  PID         -  CQ2661
 CQ2661  STATE/COUNTY-  LA/OUACHITA
 CQ2661  USGS QUAD   -  MONROE NORTH (1994)
 CQ2661
 CQ2661                         *CURRENT SURVEY CONTROL
 CQ2661  ___________________________________________________________________
 CQ2661* NAD 83(1992)-  32 30 04.00984(N)    092 06 23.25614(W)     ADJUSTED  
 CQ2661* NAVD 88     -        33.9    (meters)     111.     (feet)  VERTCON   
 CQ2661  ___________________________________________________________________
 CQ2661  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CQ2661  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2661
 CQ2661  HORZ ORDER  -  SECOND
 CQ2661
 CQ2661.The horizontal coordinates were established by classical geodetic methods
 CQ2661.and adjusted by the National Geodetic Survey in January 1993..
 CQ2661
 CQ2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2661
 CQ2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2661
 CQ2661.The geoid height was determined by GEOID03.
 CQ2661
 CQ2661;                    North         East     Units Scale Factor Converg.
 CQ2661;SPC LA N     -   221,945.065 1,036,981.832   MT  0.99996644   +0 12 29.0
 CQ2661;SPC LA N     -   728,164.77  3,402,164.56   sFT  0.99996644   +0 12 29.0
 CQ2661;UTM  15      - 3,596,334.287   583,938.817   MT  0.99968688   +0 28 48.5
 CQ2661
 CQ2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2661!SPC LA N     -   0.99999876  x   0.99996644  =   0.99996520
 CQ2661!UTM  15      -   0.99999876  x   0.99968688  =   0.99968564
 CQ2661
 CQ2661:                Primary Azimuth Mark                     Grid Az
 CQ2661:SPC LA N     -  37B002                                   238 11 34.0
 CQ2661:UTM  15      -  37B002                                   237 55 14.5
 CQ2661
 CQ2661|---------------------------------------------------------------------|
 CQ2661| PID    Reference Object                     Distance      Geod. Az  |
 CQ2661|                                                           dddmmss.s |
 CQ2661| CQ2719 37B002                              APPROX. 0.9 KM 2382403.0 |
 CQ2661|---------------------------------------------------------------------|
 CQ2661
 CQ2661                          SUPERSEDED SURVEY CONTROL
 CQ2661
 CQ2661  NAD 83(1986)-  32 30 04.02334(N)    092 06 23.24923(W) AD(       ) 2
 CQ2661  NAD 27      -  32 30 03.50376(N)    092 06 22.76621(W) AD(       ) 2
 CQ2661  NGVD 29 (07/19/86)   33.9    (m)          111.     (f) VERT ANG       
 CQ2661
 CQ2661.Superseded values are not recommended for survey control.
 CQ2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2661.See file dsdata.txt to determine how the superseded data were derived.
 CQ2661
 CQ2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8393996334(NAD 83)
 CQ2661_MARKER: DD = SURVEY DISK
 CQ2661_SETTING: 0 = UNSPECIFIED SETTING
 CQ2661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2661
 CQ2661  HISTORY     - Date     Condition        Report By
 CQ2661  HISTORY     - 1966     MONUMENTED       LADH
 CQ2661  HISTORY     - 19910515 GOOD             USPSQD
 CQ2661  HISTORY     - 19961212 MARK NOT FOUND   USPSQD
 CQ2661  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ2661
 CQ2661                          STATION DESCRIPTION
 CQ2661
 CQ2661'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2661'STATION IS LOCATED IN MONROE, LOUISIANA AND IS SET IN THE
 CQ2661'ISLAND AT THE 7TH STREET EXIT RAMP ON INTERSTATE 20. STATION
 CQ2661'IS SET EVEN WITH THE SURFACE OF THE ROADWAY.  EXIT IS ON THE
 CQ2661'WESTBOUND LANE AND NORTH SIDE OF INTERSTATE 20.
 CQ2661'
 CQ2661'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE.  STATION
 CQ2661'IS STAMPED 37B003.
 CQ2661'
 CQ2661'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE, IN
 CQ2661'MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.2 MILE
 CQ2661'TO LAYTON STREET, THENCE EAST ALONG LAYTON STREET FOR 0.2 MILE
 CQ2661'TO THE SECOND STREET RAMP TO INTERSTATE 20, THENCE EAST ALONG
 CQ2661'INTERSTATE 20 FOR 0.5 MILE TO STATION AT 7TH STREET EXIT
 CQ2661'NORTH OF INTERSTATE 20 ROADWAY.
 CQ2661'
 CQ2661'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2661
 CQ2661                          STATION RECOVERY (1991)
 CQ2661
 CQ2661'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2661'RECOVERED IN GOOD CONDITION.
 CQ2661
 CQ2661                          STATION RECOVERY (1996)
 CQ2661
 CQ2661'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2661'MARK NOT FOUND.
 CQ2661
 CQ2661                          STATION RECOVERY (2003)
 CQ2661
 CQ2661'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEC)
 CQ2661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2717 ***********************************************************************
 CQ2717  DESIGNATION -  37B004
 CQ2717  PID         -  CQ2717
 CQ2717  STATE/COUNTY-  LA/OUACHITA
 CQ2717  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2717
 CQ2717                         *CURRENT SURVEY CONTROL
 CQ2717  ___________________________________________________________________
 CQ2717* NAD 83(1992)-  32 29 59.09610(N)    092 05 33.74058(W)     ADJUSTED  
 CQ2717* NAVD 88     -        29.2    (meters)      96.     (feet)  VERTCON   
 CQ2717  ___________________________________________________________________
 CQ2717  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CQ2717  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2717
 CQ2717  HORZ ORDER  -  SECOND
 CQ2717
 CQ2717.The horizontal coordinates were established by classical geodetic methods
 CQ2717.and adjusted by the National Geodetic Survey in January 1993..
 CQ2717
 CQ2717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2717
 CQ2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2717
 CQ2717.The geoid height was determined by GEOID03.
 CQ2717
 CQ2717;                    North         East     Units Scale Factor Converg.
 CQ2717;SPC LA N     -   221,798.483 1,038,274.920   MT  0.99996620   +0 12 55.2
 CQ2717;SPC LA N     -   727,683.86  3,406,406.97   sFT  0.99996620   +0 12 55.2
 CQ2717;UTM  15      - 3,596,193.887   585,232.226   MT  0.99968958   +0 29 15.1
 CQ2717
 CQ2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2717!SPC LA N     -   0.99999950  x   0.99996620  =   0.99996570
 CQ2717!UTM  15      -   0.99999950  x   0.99968958  =   0.99968908
 CQ2717
 CQ2717:                Primary Azimuth Mark                     Grid Az
 CQ2717:SPC LA N     -  37 C 001                                 093 05 18.6
 CQ2717:UTM  15      -  37 C 001                                 092 48 58.7
 CQ2717
 CQ2717|---------------------------------------------------------------------|
 CQ2717| PID    Reference Object                     Distance      Geod. Az  |
 CQ2717|                                                           dddmmss.s |
 CQ2717| CQ2591 37 C 001                            APPROX. 1.6 KM 0931813.8 |
 CQ2717|---------------------------------------------------------------------|
 CQ2717
 CQ2717                          SUPERSEDED SURVEY CONTROL
 CQ2717
 CQ2717  NAD 83(1986)-  32 29 59.10963(N)    092 05 33.73369(W) AD(       ) 2
 CQ2717  NAD 27      -  32 29 58.59060(N)    092 05 33.25195(W) AD(       ) 2
 CQ2717  NGVD 29 (07/19/86)   29.2    (m)           96.     (f) VERT ANG       
 CQ2717
 CQ2717.Superseded values are not recommended for survey control.
 CQ2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2717.See file dsdata.txt to determine how the superseded data were derived.
 CQ2717
 CQ2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8523296194(NAD 83)
 CQ2717_MARKER: DD = SURVEY DISK
 CQ2717_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ2717+WITH SETTING: PAVEMENT
 CQ2717_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2717+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ2717
 CQ2717  HISTORY     - Date     Condition        Report By
 CQ2717  HISTORY     - 1966     MONUMENTED       LADH
 CQ2717  HISTORY     - 1973     GOOD             NGS
 CQ2717  HISTORY     - 1978     GOOD             LADTD
 CQ2717  HISTORY     - 1987     GOOD             LADTD
 CQ2717  HISTORY     - 19910515 GOOD             USPSQD
 CQ2717  HISTORY     - 20030301 GOOD             USPSQD
 CQ2717
 CQ2717                          STATION DESCRIPTION
 CQ2717
 CQ2717'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2717'STATION IS SET IN THE SOUTHEAST CORNER OF THE ORANGE STREET
 CQ2717'OVERPASS ON INTERSTATE 20 AND IS MARKED BY A STANDARD BRONZE
 CQ2717'DISK SET IN THE ROADWAY 3 FEET WEST OF THE CURB (IN THE ABUTMENT).
 CQ2717'
 CQ2717'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE IN
 CQ2717'MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.2 MILE TO
 CQ2717'LAYTON STREET, THENCE EAST FOR 0.2 MILE TO THE SECOND STREET
 CQ2717'ENTRANCE RAMP TO INTERSTATE 20, THENCE EAST ALONG INTERSTATE
 CQ2717'20 FOR 1.0 MILE TO STATION SET IN SOUTHEAST CORNER OF OVERPASS.
 CQ2717'
 CQ2717'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2717
 CQ2717                          STATION RECOVERY (1973)
 CQ2717
 CQ2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 CQ2717'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  A NEW
 CQ2717'DESCRIPTION FOLLOWS--
 CQ2717'
 CQ2717'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2717'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN A DRILL HOLE
 CQ2717'IN A WALKWAY ON AN OVERPASS THAT IS 8 INCHES ABOVE THE
 CQ2717'ROADWAY.  IT IS STAMPED 37B004.  IT IS 12 FEET EAST OF THE
 CQ2717'CENTER OF THE OVERPASS ROADWAY (ORANGE STREET), 4 FEET NORTHWEST
 CQ2717'OF A METAL WITNESS POST AND SIGN, AND 3 FEET WEST OF A CONCRETE
 CQ2717'RAIL ON THE OVERPASS.
 CQ2717'
 CQ2717'TO REACH THE STATION FROM THE U.S. HIGHWAY 165 AND INTERSTATE 20
 CQ2717'INTERCHANGE IN EAST MONROE, GO WEST ALONG INTERSTATE 20 FOR 1 MILE
 CQ2717'TO THE TEXAS AVENUE INTERCHANGE (STATE HIGHWAY 594), GO ON THE
 CQ2717'OFF RAMP TO THE RIGHT AND GO NORTH AND EAST ALONG STATE HIGHWAY
 CQ2717'594 FOR 0.3 MILE TO A BLACKTOP ROAD ON THE RIGHT (ORANGE
 CQ2717'STREET).  TURN RIGHT ON ORANGE STREET AND GO SOUTH FOR 0.2 MILE
 CQ2717'TO AN OVERPASS ON INTERSTATE 20.  THE STATION IS SET NEAR THE
 CQ2717'SOUTHEAST CORNER OF THE OVERPASS IN THE WALKWAY.
 CQ2717
 CQ2717                          STATION RECOVERY (1978)
 CQ2717
 CQ2717'RECOVERY NOTE BY LA TRANSP AND DEV 1978 (JEG)
 CQ2717'37B004 U.S.C. AND G.S. GOOD.
 CQ2717
 CQ2717                          STATION RECOVERY (1987)
 CQ2717
 CQ2717'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2717'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2717
 CQ2717                          STATION RECOVERY (1991)
 CQ2717
 CQ2717'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2717'RECOVERED IN GOOD CONDITION.
 CQ2717
 CQ2717                          STATION RECOVERY (2003)
 CQ2717
 CQ2717'RECOVERY NOTE BY US POWER SQUADRON 2003 (TPJ)
 CQ2717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2716 ***********************************************************************
 CQ2716  DESIGNATION -  37B005
 CQ2716  PID         -  CQ2716
 CQ2716  STATE/COUNTY-  LA/OUACHITA
 CQ2716  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2716
 CQ2716                         *CURRENT SURVEY CONTROL
 CQ2716  ___________________________________________________________________
 CQ2716* NAD 83(1992)-  32 29 58.33384(N)    092 04 59.91870(W)     ADJUSTED  
 CQ2716* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 CQ2716  ___________________________________________________________________
 CQ2716  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ2716  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2716
 CQ2716  HORZ ORDER  -  SECOND
 CQ2716
 CQ2716.The horizontal coordinates were established by classical geodetic methods
 CQ2716.and adjusted by the National Geodetic Survey in January 1993..
 CQ2716
 CQ2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2716
 CQ2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2716
 CQ2716.The geoid height was determined by GEOID03.
 CQ2716
 CQ2716;                    North         East     Units Scale Factor Converg.
 CQ2716;SPC LA N     -   221,778.359 1,039,157.885   MT  0.99996616   +0 13 13.1
 CQ2716;SPC LA N     -   727,617.83  3,409,303.83   sFT  0.99996616   +0 13 13.1
 CQ2716;UTM  15      - 3,596,177.963   586,115.033   MT  0.99969144   +0 29 33.2
 CQ2716
 CQ2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2716!SPC LA N     -   0.99999979  x   0.99996616  =   0.99996595
 CQ2716!UTM  15      -   0.99999979  x   0.99969144  =   0.99969123
 CQ2716
 CQ2716:                Primary Azimuth Mark                     Grid Az
 CQ2716:SPC LA N     -  MONROE W BASE RESET                      324 07 07.8
 CQ2716:UTM  15      -  MONROE W BASE RESET                      323 50 47.7
 CQ2716
 CQ2716|---------------------------------------------------------------------|
 CQ2716| PID    Reference Object                     Distance      Geod. Az  |
 CQ2716|                                                           dddmmss.s |
 CQ2716| CQ3433 MONROE W BASE RESET                 441.188 METERS 3242020.9 |
 CQ2716|---------------------------------------------------------------------|
 CQ2716
 CQ2716                          SUPERSEDED SURVEY CONTROL
 CQ2716
 CQ2716  NAD 83(1986)-  32 29 58.34739(N)    092 04 59.91183(W) AD(       ) 2
 CQ2716  NAD 27      -  32 29 57.82893(N)    092 04 59.43133(W) AD(       ) 2
 CQ2716  NGVD 29 (07/19/86)   27.3    (m)           90.     (f) VERT ANG       
 CQ2716
 CQ2716.Superseded values are not recommended for survey control.
 CQ2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2716.See file dsdata.txt to determine how the superseded data were derived.
 CQ2716
 CQ2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8611596178(NAD 83)
 CQ2716_MARKER: DD = SURVEY DISK
 CQ2716_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ2716+WITH SETTING: PAVEMENT
 CQ2716_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2716+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ2716
 CQ2716  HISTORY     - Date     Condition        Report By
 CQ2716  HISTORY     - 1966     MONUMENTED       LADH
 CQ2716  HISTORY     - 1973     GOOD             NGS
 CQ2716  HISTORY     - 1987     GOOD             LADTD
 CQ2716  HISTORY     - 19910515 GOOD             USPSQD
 CQ2716  HISTORY     - 20030301 GOOD             USPSQD
 CQ2716
 CQ2716                          STATION DESCRIPTION
 CQ2716
 CQ2716'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2716'STATION IS SET IN THE NORTHWEST CORNER OF OVERPASS ON WEST
 CQ2716'BOUND ROADWAY OF INTERSTATE 20 OVER U.S. HIGHWAY 165 AND
 CQ2716'IS MARKED BY A STANDARD BRONZE DISK SET IN THE ROADWAY OF
 CQ2716'THE OVERPASS (3.00 FEET SOUTH OF THE CURB) IN THE ABUTMENT.
 CQ2716'STATION IS 7.22 FEET SOUTHEAST OF A METAL WITNESS POST AND
 CQ2716'SIGN, 9.40 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 CQ2716'LANE OF INTERSTATE 20 AND IS STAMPED 37B005.
 CQ2716'
 CQ2716'TO REACH THIS STATION FROM THE OUACHITA PARISH COURTHOUSE
 CQ2716'IN MONROE, LOUISIANA, FOLLOW ST. JOHN STREET SOUTH FOR 0.2
 CQ2716'MILE TO LAYTON STREET, THENCE EAST ALONG LAYTON STREET FOR
 CQ2716'0.2 MILE TO THE SECOND STREET RAMP TO INTERSTATE 20, THENCE
 CQ2716'EAST ALONG INTERSTATE 20 FOR 1.8 MILE TO STATION SET IN
 CQ2716'NORTHWEST CORNER OF OVERPASS ON WEST BOUND LANE.
 CQ2716'
 CQ2716'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2716
 CQ2716                          STATION RECOVERY (1973)
 CQ2716
 CQ2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 CQ2716'THE STATION WAS FOUND TO BE IN GOOD CONDITION.  A NEW
 CQ2716'DESCRIPTION FOLLOWS--
 CQ2716'
 CQ2716'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2716'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN A CONCRETE
 CQ2716'BRIDGE ABUTMENT FLUSH WITH THE ROADWAY.  IT IS STAMPED
 CQ2716'37B005.  IT IS 7.22 FEET SOUTHEAST OF A METAL WITNESS POST AND
 CQ2716'SIGN, 9.4 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON
 CQ2716'INTERSTATE 20, AND 3 FEET SOUTH OF THE CURB ON THE OVERPASS.
 CQ2716'
 CQ2716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CQ2716'U.S. HIGHWAY 165 IN EAST MONROE, GO SOUTH ALONG U.S. HIGHWAY 165
 CQ2716'FOR 1.5 MILES TO THE INTERCHANGE ON INTERSTATE 20.  THE STATION
 CQ2716'IS SET IN THE ABUTMENT ON THE NORTHWEST CORNER OF THE OVERPASS
 CQ2716'ON THE WEST BOUND LANE ON INTERSTATE 20.
 CQ2716
 CQ2716                          STATION RECOVERY (1987)
 CQ2716
 CQ2716'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ2716'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ2716
 CQ2716                          STATION RECOVERY (1991)
 CQ2716
 CQ2716'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2716'RECOVERED IN GOOD CONDITION.
 CQ2716
 CQ2716                          STATION RECOVERY (2003)
 CQ2716
 CQ2716'RECOVERY NOTE BY US POWER SQUADRON 2003 (TPJ)
 CQ2716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2734 ***********************************************************************
 CQ2734  DESIGNATION -  37C002 LADH 1973
 CQ2734  PID         -  CQ2734
 CQ2734  STATE/COUNTY-  LA/OUACHITA
 CQ2734  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2734
 CQ2734                         *CURRENT SURVEY CONTROL
 CQ2734  ___________________________________________________________________
 CQ2734* NAD 83(1992)-  32 29 45.49347(N)    092 03 54.50905(W)     ADJUSTED  
 CQ2734* NAVD 88     -        20.6    (meters)      68.     (feet)  VERTCON   
 CQ2734  ___________________________________________________________________
 CQ2734  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CQ2734  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2734
 CQ2734  HORZ ORDER  -  SECOND
 CQ2734
 CQ2734.The horizontal coordinates were established by classical geodetic methods
 CQ2734.and adjusted by the National Geodetic Survey in January 1993..
 CQ2734
 CQ2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2734
 CQ2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2734
 CQ2734.The geoid height was determined by GEOID03.
 CQ2734
 CQ2734;                    North         East     Units Scale Factor Converg.
 CQ2734;SPC LA N     -   221,389.545 1,040,866.906   MT  0.99996553   +0 13 47.7
 CQ2734;SPC LA N     -   726,342.20  3,414,910.84   sFT  0.99996553   +0 13 47.7
 CQ2734;UTM  15      - 3,595,797.380   587,825.417   MT  0.99969511   +0 30 08.2
 CQ2734
 CQ2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2734!SPC LA N     -   1.00000085  x   0.99996553  =   0.99996638
 CQ2734!UTM  15      -   1.00000085  x   0.99969511  =   0.99969596
 CQ2734
 CQ2734:                Primary Azimuth Mark                     Grid Az
 CQ2734:SPC LA N     -  37C003 LADH 1973                         102 23 09.0
 CQ2734:UTM  15      -  37C003 LADH 1973                         102 06 48.5
 CQ2734
 CQ2734|---------------------------------------------------------------------|
 CQ2734| PID    Reference Object                     Distance      Geod. Az  |
 CQ2734|                                                           dddmmss.s |
 CQ2734| CQ2733 37C003 LADH 1973                    APPROX. 1.0 KM 1023656.7 |
 CQ2734|---------------------------------------------------------------------|
 CQ2734
 CQ2734                          SUPERSEDED SURVEY CONTROL
 CQ2734
 CQ2734  NAD 83(1986)-  32 29 45.50702(N)    092 03 54.50213(W) AD(       ) 2
 CQ2734  NAD 27      -  32 29 44.98886(N)    092 03 54.02214(W) AD(       ) 2
 CQ2734  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 CQ2734
 CQ2734.Superseded values are not recommended for survey control.
 CQ2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2734.See file dsdata.txt to determine how the superseded data were derived.
 CQ2734
 CQ2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8782595797(NAD 83)
 CQ2734_MARKER: DD = SURVEY DISK
 CQ2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2734+STABILITY: SURFACE MOTION
 CQ2734
 CQ2734  HISTORY     - Date     Condition        Report By
 CQ2734  HISTORY     - 1973     MONUMENTED       LADTD
 CQ2734  HISTORY     - 19910515 GOOD             USPSQD
 CQ2734
 CQ2734                          STATION DESCRIPTION
 CQ2734
 CQ2734'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CQ2734'THE STATION IS LOCATED 1 MILE EAST OF MONROE, 4 MILES WEST OF
 CQ2734'MILLHAVEN, AND 14 MILES SOUTH-SOUTHEAST OF STERLINGTON, IN THE
 CQ2734'SOUTHWEST QUARTER OF SECTION 13, T18N-R4E, AND ON THE PROPERTY
 CQ2734'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ2734'
 CQ2734'TO REACH THE STATION FROM THE U.S. HIGHWAY 165 INTERCHANGE IN
 CQ2734'EAST MONROE, GO EAST ALONG INTERSTATE 20 FOR 1 MILE TO THE
 CQ2734'STATION, WHICH IS SET TO THE RIGHT AND SOUTH OF THE HIGHWAY
 CQ2734'NEAR A FENCE.
 CQ2734'
 CQ2734'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2734'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CQ2734'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ2734'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS
 CQ2734'OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ2734'STAMPED 37C002 1973.  THE MARK IS 59 FEET SOUTH OF THE CENTER OF
 CQ2734'THE EAST BOUND LANE ON INTERSTATE 20, 48 FEET NORTH OF A
 CQ2734'RIGHT-OF-WAY FENCE, 35 FEET SOUTHEAST OF THE CENTER OF A BOX
 CQ2734'CULVERT ON A CROSS-DRAIN UNDER INTERSTATE 20, 4 FEET EAST OF
 CQ2734'A NORTH-SOUTH FENCE, AND 2 FEET WEST OF A METAL WITNESS POST
 CQ2734'AND SIGN.
 CQ2734'
 CQ2734'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ2734
 CQ2734                          STATION RECOVERY (1991)
 CQ2734
 CQ2734'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2733 ***********************************************************************
 CQ2733  DESIGNATION -  37C003 LADH 1973
 CQ2733  PID         -  CQ2733
 CQ2733  STATE/COUNTY-  LA/OUACHITA
 CQ2733  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2733
 CQ2733                         *CURRENT SURVEY CONTROL
 CQ2733  ___________________________________________________________________
 CQ2733* NAD 83(1992)-  32 29 38.28347(N)    092 03 16.50637(W)     ADJUSTED  
 CQ2733* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 CQ2733  ___________________________________________________________________
 CQ2733  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CQ2733  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2733
 CQ2733  HORZ ORDER  -  SECOND
 CQ2733
 CQ2733.The horizontal coordinates were established by classical geodetic methods
 CQ2733.and adjusted by the National Geodetic Survey in January 1993..
 CQ2733
 CQ2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2733
 CQ2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2733
 CQ2733.The geoid height was determined by GEOID03.
 CQ2733
 CQ2733;                    North         East     Units Scale Factor Converg.
 CQ2733;SPC LA N     -   221,171.485 1,041,859.868   MT  0.99996518   +0 14 07.8
 CQ2733;SPC LA N     -   725,626.78  3,418,168.58   sFT  0.99996518   +0 14 07.8
 CQ2733;UTM  15      - 3,595,584.100   588,819.136   MT  0.99969728   +0 30 28.5
 CQ2733
 CQ2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2733!SPC LA N     -   0.99999975  x   0.99996518  =   0.99996493
 CQ2733!UTM  15      -   0.99999975  x   0.99969728  =   0.99969703
 CQ2733
 CQ2733:                Primary Azimuth Mark                     Grid Az
 CQ2733:SPC LA N     -  37C004 LADH 1973                         091 53 20.5
 CQ2733:UTM  15      -  37C004 LADH 1973                         091 36 59.8
 CQ2733
 CQ2733|---------------------------------------------------------------------|
 CQ2733| PID    Reference Object                     Distance      Geod. Az  |
 CQ2733|                                                           dddmmss.s |
 CQ2733| CQ2732 37C004 LADH 1973                    APPROX. 1.6 KM 0920728.3 |
 CQ2733|---------------------------------------------------------------------|
 CQ2733
 CQ2733                          SUPERSEDED SURVEY CONTROL
 CQ2733
 CQ2733  NAD 83(1986)-  32 29 38.29701(N)    092 03 16.49944(W) AD(       ) 2
 CQ2733  NAD 27      -  32 29 37.77895(N)    092 03 16.02002(W) AD(       ) 2
 CQ2733  NGVD 29 (07/19/86)   27.6    (m)           91.     (f) VERT ANG       
 CQ2733
 CQ2733.Superseded values are not recommended for survey control.
 CQ2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2733.See file dsdata.txt to determine how the superseded data were derived.
 CQ2733
 CQ2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8881995584(NAD 83)
 CQ2733_MARKER: DD = SURVEY DISK
 CQ2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2733+STABILITY: SURFACE MOTION
 CQ2733
 CQ2733  HISTORY     - Date     Condition        Report By
 CQ2733  HISTORY     - 1973     MONUMENTED       LADTD
 CQ2733  HISTORY     - 19910515 GOOD             USPSQD
 CQ2733
 CQ2733                          STATION DESCRIPTION
 CQ2733
 CQ2733'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CQ2733'THE STATION IS LOCATED 2.5 MILES EAST OF DOWNTOWN MONROE, 4 MILES
 CQ2733'SOUTHWEST OF MILLHAVEN, AND 14 MILES SOUTH-SOUTHEAST OF
 CQ2733'STERLINGTON, IN THE NORTHEAST QUARTER OF SECTION 4, T17N-R4E, AND
 CQ2733'ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ2733'
 CQ2733'TO REACH THE STATION FROM THE U.S. HIGHWAY 165 AND INTERSTATE
 CQ2733'20 INTERCHANGE IN EAST MONROE, GO EAST ALONG INTERSTATE 20 FOR
 CQ2733'1.6 MILES TO THE GARRETT ROAD INTERCHANGE.  THE STATION IS SET
 CQ2733'NEAR THE SOUTHWEST CORNER OF THE OVERPASS ON THIS INTERCHANGE.
 CQ2733'
 CQ2733'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2733'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CQ2733'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ2733'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2733'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ2733'STAMPED 37C003 1973.  THE MARK IS 64.5 FEET SOUTH OF THE
 CQ2733'SOUTHWEST CORNER OF THE GARRETT ROAD OVERPASS, 16 FEET WEST OF
 CQ2733'THE CENTER OF GARRETT ROAD, 3 FEET WEST OF A METAL GUARD RAIL,
 CQ2733'AND 2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 CQ2733'
 CQ2733'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ2733
 CQ2733                          STATION RECOVERY (1991)
 CQ2733
 CQ2733'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2732 ***********************************************************************
 CQ2732  DESIGNATION -  37C004 LADH 1973
 CQ2732  PID         -  CQ2732
 CQ2732  STATE/COUNTY-  LA/OUACHITA
 CQ2732  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2732
 CQ2732                         *CURRENT SURVEY CONTROL
 CQ2732  ___________________________________________________________________
 CQ2732* NAD 83(1992)-  32 29 36.34811(N)    092 02 15.08086(W)     ADJUSTED  
 CQ2732* NAVD 88     -        21.8    (meters)      72.     (feet)  VERTCON   
 CQ2732  ___________________________________________________________________
 CQ2732  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CQ2732  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2732
 CQ2732  HORZ ORDER  -  SECOND
 CQ2732
 CQ2732.The horizontal coordinates were established by classical geodetic methods
 CQ2732.and adjusted by the National Geodetic Survey in January 1993..
 CQ2732
 CQ2732.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2732
 CQ2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2732
 CQ2732.The geoid height was determined by GEOID03.
 CQ2732
 CQ2732;                    North         East     Units Scale Factor Converg.
 CQ2732;SPC LA N     -   221,118.587 1,043,463.651   MT  0.99996509   +0 14 40.2
 CQ2732;SPC LA N     -   725,453.23  3,423,430.33   sFT  0.99996509   +0 14 40.2
 CQ2732;UTM  15      - 3,595,538.842   590,422.726   MT  0.99970082   +0 31 01.5
 CQ2732
 CQ2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2732!SPC LA N     -   1.00000066  x   0.99996509  =   0.99996575
 CQ2732!UTM  15      -   1.00000066  x   0.99970082  =   0.99970148
 CQ2732
 CQ2732:                Primary Azimuth Mark                     Grid Az
 CQ2732:SPC LA N     -  37C005 LADH 1973                         098 05 48.7
 CQ2732:UTM  15      -  37C005 LADH 1973                         097 49 27.4
 CQ2732
 CQ2732|---------------------------------------------------------------------|
 CQ2732| PID    Reference Object                     Distance      Geod. Az  |
 CQ2732|                                                           dddmmss.s |
 CQ2732| CQ2731 37C005 LADH 1973                    APPROX. 1.7 KM 0982028.9 |
 CQ2732|---------------------------------------------------------------------|
 CQ2732
 CQ2732                          SUPERSEDED SURVEY CONTROL
 CQ2732
 CQ2732  NAD 83(1986)-  32 29 36.36162(N)    092 02 15.07392(W) AD(       ) 2
 CQ2732  NAD 27      -  32 29 35.84401(N)    092 02 14.59615(W) AD(       ) 2
 CQ2732  NGVD 29 (07/19/86)   21.8    (m)           72.     (f) VERT ANG       
 CQ2732
 CQ2732.Superseded values are not recommended for survey control.
 CQ2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2732.See file dsdata.txt to determine how the superseded data were derived.
 CQ2732
 CQ2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9042395539(NAD 83)
 CQ2732_MARKER: DD = SURVEY DISK
 CQ2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2732+STABILITY: SURFACE MOTION
 CQ2732
 CQ2732  HISTORY     - Date     Condition        Report By
 CQ2732  HISTORY     - 1973     MONUMENTED       LADTD
 CQ2732  HISTORY     - 19910515 GOOD             USPSQD
 CQ2732
 CQ2732                          STATION DESCRIPTION
 CQ2732
 CQ2732'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CQ2732'THE STATION IS LOCATED 3.5 MILES EAST OF DOWNTOWN MONROE, 2.5
 CQ2732'MILES SOUTHWEST OF MILLHAVEN, AND 14 MILES SOUTH-SOUTHEAST OF
 CQ2732'STERLINGTON IN THE NORTHEAST QUARTER OF SECTION 4, T17N-R4E,
 CQ2732'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ2732'
 CQ2732'TO REACH THE STATION FROM THE U.S. HIGHWAY 165 AND INTERSTATE
 CQ2732'20 INTERCHANGE IN EAST MONROE, GO EAST ALONG INTERSTATE 20 FOR
 CQ2732'2.5 MILES.  THE STATION IS SET TO THE NORTH OF THE HIGHWAY NEAR
 CQ2732'THE RIGHT-OF-WAY FENCE AND A CROSS-DRAIN.
 CQ2732'
 CQ2732'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2732'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CQ2732'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ2732'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2732'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ2732'STAMPED 37C007 1973.  THE MARK IS 102 FEET NORTH OF THE CENTER
 CQ2732'OF THE WEST BOUND LANE ON INTERSTATE 20, 72 FEET
 CQ2732'NORTH-NORTHWEST OF THE CENTER OF A BOX CULVERT ON A CROSS-DRAIN
 CQ2732'UNDER INTERSTATE 20, 4 FEET SOUTH OF A RIGHT-OF-WAY FENCE, AND
 CQ2732'2 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CQ2732'
 CQ2732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ2732
 CQ2732                          STATION RECOVERY (1991)
 CQ2732
 CQ2732'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2731 ***********************************************************************
 CQ2731  DESIGNATION -  37C005 LADH 1973
 CQ2731  PID         -  CQ2731
 CQ2731  STATE/COUNTY-  LA/OUACHITA
 CQ2731  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2731
 CQ2731                         *CURRENT SURVEY CONTROL
 CQ2731  ___________________________________________________________________
 CQ2731* NAD 83(1992)-  32 29 28.14158(N)    092 01 09.07866(W)     ADJUSTED  
 CQ2731* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 CQ2731  ___________________________________________________________________
 CQ2731  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CQ2731  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2731
 CQ2731  HORZ ORDER  -  SECOND
 CQ2731
 CQ2731.The horizontal coordinates were established by classical geodetic methods
 CQ2731.and adjusted by the National Geodetic Survey in January 1993..
 CQ2731
 CQ2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2731
 CQ2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2731
 CQ2731.The geoid height was determined by GEOID03.
 CQ2731
 CQ2731;                    North         East     Units Scale Factor Converg.
 CQ2731;SPC LA N     -   220,873.301 1,045,187.786   MT  0.99996469   +0 15 15.1
 CQ2731;SPC LA N     -   724,648.49  3,429,086.93   sFT  0.99996469   +0 15 15.1
 CQ2731;UTM  15      - 3,595,301.825   592,147.556   MT  0.99970471   +0 31 36.8
 CQ2731
 CQ2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2731!SPC LA N     -   1.00000063  x   0.99996469  =   0.99996532
 CQ2731!UTM  15      -   1.00000063  x   0.99970471  =   0.99970534
 CQ2731
 CQ2731:                Primary Azimuth Mark                     Grid Az
 CQ2731:SPC LA N     -  37C006 LADH 1973                         094 12 37.7
 CQ2731:UTM  15      -  37C006 LADH 1973                         093 56 16.0
 CQ2731
 CQ2731|---------------------------------------------------------------------|
 CQ2731| PID    Reference Object                     Distance      Geod. Az  |
 CQ2731|                                                           dddmmss.s |
 CQ2731| CP3085 37C006 LADH 1973                    APPROX. 2.7 KM 0942752.8 |
 CQ2731|---------------------------------------------------------------------|
 CQ2731
 CQ2731                          SUPERSEDED SURVEY CONTROL
 CQ2731
 CQ2731  NAD 83(1986)-  32 29 28.15505(N)    092 01 09.07172(W) AD(       ) 2
 CQ2731  NAD 27      -  32 29 27.63765(N)    092 01 08.59547(W) AD(       ) 2
 CQ2731  NGVD 29 (07/19/86)   22.0    (m)           72.     (f) VERT ANG       
 CQ2731
 CQ2731.Superseded values are not recommended for survey control.
 CQ2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2731.See file dsdata.txt to determine how the superseded data were derived.
 CQ2731
 CQ2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9214895302(NAD 83)
 CQ2731_MARKER: DD = SURVEY DISK
 CQ2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2731+STABILITY: SURFACE MOTION
 CQ2731
 CQ2731  HISTORY     - Date     Condition        Report By
 CQ2731  HISTORY     - 1973     MONUMENTED       LADTD
 CQ2731
 CQ2731                          STATION DESCRIPTION
 CQ2731
 CQ2731'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CQ2731'THE STATION IS LOCATED 3.5 MILES EAST OF MONROE, 1.5 MILES WEST
 CQ2731'OF MILLHAVEN, AND 14.5 MILES SOUTH-SOUTHEAST OF STERLINGTON,
 CQ2731'IN THE NORTHWEST QUARTER OF SECTION 1, T17N-R4E, AND ON THE
 CQ2731'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ2731'
 CQ2731'TO REACH THE STATION FROM THE GARRETT ROAD INTERCHANGE ON
 CQ2731'INTERSTATE 20 IN EAST MONROE, GO EAST ALONG INTERSTATE 20 FOR
 CQ2731'2 MILES.  THE STATION IS SET ON THE RIGHT AND SOUTH OF THE
 CQ2731'HIGHWAY NEAR A RIGHT-OF-WAY FENCE.
 CQ2731'
 CQ2731'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2731'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CQ2731'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ2731'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2731'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ2731'STAMPED 37C005 1973.  THE MARK IS 73 FEET SOUTH OF THE CENTER
 CQ2731'OF THE EAST BOUND LANE OF INTERSTATE 20, 20 FEET NORTH OF THE
 CQ2731'CENTER OF A BLACK-TOP ROAD, 3 FEET SOUTH OF A RIGHT-OF-WAY
 CQ2731'FENCE, AND 2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 CQ2731'
 CQ2731'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3085 ***********************************************************************
 CP3085  DESIGNATION -  37C006 LADH 1973
 CP3085  PID         -  CP3085
 CP3085  STATE/COUNTY-  LA/OUACHITA
 CP3085  USGS QUAD   -  CREW LAKE (1982)
 CP3085
 CP3085                         *CURRENT SURVEY CONTROL
 CP3085  ___________________________________________________________________
 CP3085* NAD 83(1992)-  32 29 21.38651(N)    091 59 27.17582(W)     ADJUSTED  
 CP3085* NAVD 88     -        27.7    (meters)      91.     (feet)  VERTCON   
 CP3085  ___________________________________________________________________
 CP3085  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 CP3085  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3085
 CP3085  HORZ ORDER  -  SECOND
 CP3085
 CP3085.The horizontal coordinates were established by classical geodetic methods
 CP3085.and adjusted by the National Geodetic Survey in January 1993..
 CP3085
 CP3085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3085
 CP3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3085
 CP3085.The geoid height was determined by GEOID03.
 CP3085
 CP3085;                    North         East     Units Scale Factor Converg.
 CP3085;SPC LA N     -   220,677.376 1,047,849.041   MT  0.99996436   +0 16 09.0
 CP3085;SPC LA N     -   724,005.69  3,437,818.06   sFT  0.99996436   +0 16 09.0
 CP3085;UTM  15      - 3,595,118.620   594,809.030   MT  0.99971084   +0 32 31.5
 CP3085
 CP3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3085!SPC LA N     -   0.99999973  x   0.99996436  =   0.99996409
 CP3085!UTM  15      -   0.99999973  x   0.99971084  =   0.99971057
 CP3085
 CP3085:                Primary Azimuth Mark                     Grid Az
 CP3085:SPC LA N     -  MONROE E BASE RESET                      002 03 45.8
 CP3085:UTM  15      -  MONROE E BASE RESET                      001 47 23.3
 CP3085
 CP3085|---------------------------------------------------------------------|
 CP3085| PID    Reference Object                     Distance      Geod. Az  |
 CP3085|                                                           dddmmss.s |
 CP3085| AA9071 MONROE E BASE RESET                 APPROX. 0.7 KM 0021954.8 |
 CP3085|---------------------------------------------------------------------|
 CP3085
 CP3085                          SUPERSEDED SURVEY CONTROL
 CP3085
 CP3085  NAD 83(1986)-  32 29 21.39989(N)    091 59 27.16888(W) AD(       ) 2
 CP3085  NAD 27      -  32 29 20.88291(N)    091 59 26.69550(W) AD(       ) 2
 CP3085  NGVD 29 (07/19/86)   27.7    (m)           91.     (f) VERT ANG       
 CP3085
 CP3085.Superseded values are not recommended for survey control.
 CP3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3085.See file dsdata.txt to determine how the superseded data were derived.
 CP3085
 CP3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9480995119(NAD 83)
 CP3085_MARKER: DD = SURVEY DISK
 CP3085_SETTING: 0 = UNSPECIFIED SETTING
 CP3085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3085
 CP3085  HISTORY     - Date     Condition        Report By
 CP3085  HISTORY     - 1973     MONUMENTED       LADTD
 CP3085  HISTORY     - 19970622 GOOD             USPSQD
 CP3085
 CP3085                          STATION DESCRIPTION
 CP3085
 CP3085'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3085'THE STATION IS LOCATED 5 MILES EAST OF MONROE, 7.5 MILES WEST
 CP3085'OF START, AND 15 MILES SOUTHEAST OF STERLINGTON, IN THE NORTHEAST
 CP3085'QUARTER OF SECTION 6, T17N-R5E, AND ON THE PROPERTY OWNED BY
 CP3085'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3085'
 CP3085'TO REACH THE STATION FROM THE U.S. 165 INTERCHANGE ON INTERSTATE
 CP3085'20 IN EAST MONROE, GO EAST ALONG INTERSTATE 20 FOR 5.3 MILES TO
 CP3085'THE MILLHAVEN INTERCHANGE.  THE STATION IS SET NEAR THE NORTHWEST
 CP3085'CORNER OF THE OVERPASS ON THE INTERCHANGE.
 CP3085'
 CP3085'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3085'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN A DRILL HOLE IN
 CP3085'THE ABUTMENT OF AN OVERPASS THAT IS FLUSH WITH THE ROADWAY.  THE
 CP3085'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3085'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3085'STAMPED 37C006 1973.  THE MARK IS 51 FEET SOUTH OF THE NORTHWEST
 CP3085'CORNER OF AN OVERPASS, 15 FEET WEST OF THE CENTER OF THE
 CP3085'MILLHAVEN ROAD, AND 2 FEET EAST OF THE OVERPASS CURB.
 CP3085'
 CP3085'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3085
 CP3085                          STATION RECOVERY (1997)
 CP3085
 CP3085'RECOVERY NOTE BY US POWER SQUADRON 1997
 CP3085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3083 ***********************************************************************
 CP3083  DESIGNATION -  37D001 LADH 1973
 CP3083  PID         -  CP3083
 CP3083  STATE/COUNTY-  LA/RICHLAND
 CP3083  USGS QUAD   -  CREW LAKE (1982)
 CP3083
 CP3083                         *CURRENT SURVEY CONTROL
 CP3083  ___________________________________________________________________
 CP3083* NAD 83(1992)-  32 29 02.41855(N)    091 55 47.13906(W)     ADJUSTED  
 CP3083* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 CP3083  ___________________________________________________________________
 CP3083  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CP3083  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP3083
 CP3083  HORZ ORDER  -  SECOND
 CP3083
 CP3083.The horizontal coordinates were established by classical geodetic methods
 CP3083.and adjusted by the National Geodetic Survey in January 1993..
 CP3083
 CP3083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3083
 CP3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3083
 CP3083.The geoid height was determined by GEOID03.
 CP3083
 CP3083;                    North         East     Units Scale Factor Converg.
 CP3083;SPC LA N     -   220,121.718 1,053,596.505   MT  0.99996345   +0 18 05.3
 CP3083;SPC LA N     -   722,182.67  3,456,674.53   sFT  0.99996345   +0 18 05.3
 CP3083;UTM  15      - 3,594,590.497   600,557.662   MT  0.99972469   +0 34 29.4
 CP3083
 CP3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3083!SPC LA N     -   1.00000074  x   0.99996345  =   0.99996419
 CP3083!UTM  15      -   1.00000074  x   0.99972469  =   0.99972543
 CP3083
 CP3083:                Primary Azimuth Mark                     Grid Az
 CP3083:SPC LA N     -  37D002 LADH 1973                         099 07 54.0
 CP3083:UTM  15      -  37D002 LADH 1973                         098 51 29.9
 CP3083
 CP3083|---------------------------------------------------------------------|
 CP3083| PID    Reference Object                     Distance      Geod. Az  |
 CP3083|                                                           dddmmss.s |
 CP3083| CP3082 37D002 LADH 1973                    APPROX. 2.0 KM 0992559.3 |
 CP3083|---------------------------------------------------------------------|
 CP3083
 CP3083                          SUPERSEDED SURVEY CONTROL
 CP3083
 CP3083  NAD 83(1986)-  32 29 02.43160(N)    091 55 47.13207(W) AD(       ) 2
 CP3083  NAD 27      -  32 29 01.91687(N)    091 55 46.66466(W) AD(       ) 2
 CP3083  NGVD 29 (07/19/86)   21.3    (m)           70.     (f) VERT ANG       
 CP3083
 CP3083.Superseded values are not recommended for survey control.
 CP3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3083.See file dsdata.txt to determine how the superseded data were derived.
 CP3083
 CP3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0055894590(NAD 83)
 CP3083_MARKER: DD = SURVEY DISK
 CP3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3083+STABILITY: SURFACE MOTION
 CP3083
 CP3083  HISTORY     - Date     Condition        Report By
 CP3083  HISTORY     - 1973     MONUMENTED       LADTD
 CP3083
 CP3083                          STATION DESCRIPTION
 CP3083
 CP3083'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3083'THE STATION IS LOCATED 8.5 MILES EAST OF MONROE, 4.5 MILES WEST
 CP3083'OF START, AND 7.5 MILES NORTHWEST OF RHYMES, IN THE SOUTHEAST
 CP3083'QUARTER OF SECTION 2, T17N-R5E, AND ON THE PROPERTY OWNED BY
 CP3083'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3083'
 CP3083'TO REACH THE STATION FROM THE MILLHAVEN ROAD INTERCHANGE ON
 CP3083'INTERSTATE 20, GO EAST ALONG INTERSTATE 20 FOR 3.3 MILES.  THE
 CP3083'STATION IS SET NEAR THE NORTHEAST CORNER OF THE BAYOU LAFOURCHE
 CP3083'BRIDGE ON THE WEST BOUND LANE ON INTERSTATE 20.
 CP3083'
 CP3083'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3083'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3083'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3083'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3083'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3083'STAMPED 37D001 1973.  THE MARK IS 20 FEET NORTH OF THE CENTER
 CP3083'OF THE WEST BOUND LANE ON INTERSTATE 20, 4.5 FEET EAST OF THE
 CP3083'BRIDGE ABUTMENT, 2.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 CP3083'OF THE BAYOU LAFOURCHE BRIDGE ON THE WEST BOUND LANE ON
 CP3083'INTERSTATE 20, AND 2 FEET WEST OF A METAL WITNESS POST AND
 CP3083'SIGN.
 CP3083'
 CP3083'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3082 ***********************************************************************
 CP3082  DESIGNATION -  37D002 LADH 1973
 CP3082  PID         -  CP3082
 CP3082  STATE/COUNTY-  LA/RICHLAND
 CP3082  USGS QUAD   -  CREW LAKE (1982)
 CP3082
 CP3082                         *CURRENT SURVEY CONTROL
 CP3082  ___________________________________________________________________
 CP3082* NAD 83(1992)-  32 28 51.73669(N)    091 54 31.33237(W)     ADJUSTED  
 CP3082* NAVD 88     -        20.6    (meters)      68.     (feet)  VERTCON   
 CP3082  ___________________________________________________________________
 CP3082  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CP3082  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP3082
 CP3082  HORZ ORDER  -  SECOND
 CP3082
 CP3082.The horizontal coordinates were established by classical geodetic methods
 CP3082.and adjusted by the National Geodetic Survey in January 1993..
 CP3082
 CP3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3082
 CP3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3082
 CP3082.The geoid height was determined by GEOID03.
 CP3082
 CP3082;                    North         East     Units Scale Factor Converg.
 CP3082;SPC LA N     -   219,803.295 1,055,577.457   MT  0.99996294   +0 18 45.4
 CP3082;SPC LA N     -   721,137.98  3,463,173.71   sFT  0.99996294   +0 18 45.4
 CP3082;UTM  15      - 3,594,281.603   602,539.643   MT  0.99972965   +0 35 10.0
 CP3082
 CP3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3082!SPC LA N     -   1.00000085  x   0.99996294  =   0.99996379
 CP3082!UTM  15      -   1.00000085  x   0.99972965  =   0.99973050
 CP3082
 CP3082:                Primary Azimuth Mark                     Grid Az
 CP3082:SPC LA N     -  37D003 LADH 1973                         097 45 22.5
 CP3082:UTM  15      -  37D003 LADH 1973                         097 28 57.9
 CP3082
 CP3082|---------------------------------------------------------------------|
 CP3082| PID    Reference Object                     Distance      Geod. Az  |
 CP3082|                                                           dddmmss.s |
 CP3082| CP3081 37D003 LADH 1973                    APPROX. 0.9 KM 0980407.9 |
 CP3082|---------------------------------------------------------------------|
 CP3082
 CP3082                          SUPERSEDED SURVEY CONTROL
 CP3082
 CP3082  NAD 83(1986)-  32 28 51.74960(N)    091 54 31.32534(W) AD(       ) 2
 CP3082  NAD 27      -  32 28 51.23549(N)    091 54 30.85954(W) AD(       ) 2
 CP3082  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 CP3082
 CP3082.Superseded values are not recommended for survey control.
 CP3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3082.See file dsdata.txt to determine how the superseded data were derived.
 CP3082
 CP3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0254094282(NAD 83)
 CP3082_MARKER: DD = SURVEY DISK
 CP3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3082+STABILITY: SURFACE MOTION
 CP3082
 CP3082  HISTORY     - Date     Condition        Report By
 CP3082  HISTORY     - 1973     MONUMENTED       LADTD
 CP3082
 CP3082                          STATION DESCRIPTION
 CP3082
 CP3082'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3082'THE STATION IS LOCATED 4.5 MILES EAST OF MILLHAVEN, 3 MILES WEST
 CP3082'OF START, AND 7 MILES NORTH-NORTHWEST OF RHYMES, IN THE
 CP3082'NORTHEAST QUARTER OF SECTION 12, T17N-R5E, AND ON THE PROPERTY
 CP3082'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3082'
 CP3082'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP3082'133 INTERCHANGE, GO WEST ALONG INTERSTATE 20 FOR 2.9 MILES.  THE
 CP3082'STATION IS SET NEAR THE SOUTHEAST CORNER OF THE CREW BAYOU BRIDGE
 CP3082'ON THE WEST BOUND LANE ON INTERSTATE 20.
 CP3082'
 CP3082'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3082'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3082'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3082'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3082'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3082'STAMPED 37D002 1973.  THE MARK IS 65 FEET NORTH OF THE CENTER
 CP3082'OF THE EAST BOUND LANE ON INTERSTATE 20, 24 FEET SOUTH OF THE
 CP3082'CENTER OF THE WEST BOUND LANE ON INTERSTATE 20, 3.5 FEET
 CP3082'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CREW BAYOU BRIDGE ON
 CP3082'THE WEST BOUND LANE ON INTERSTATE 20, AND 2 FEET NORTH OF A
 CP3082'METAL WITNESS POST AND SIGN.
 CP3082'
 CP3082'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3081 ***********************************************************************
 CP3081  DESIGNATION -  37D003 LADH 1973
 CP3081  PID         -  CP3081
 CP3081  STATE/COUNTY-  LA/RICHLAND
 CP3081  USGS QUAD   -  CREW LAKE (1982)
 CP3081
 CP3081                         *CURRENT SURVEY CONTROL
 CP3081  ___________________________________________________________________
 CP3081* NAD 83(1992)-  32 28 47.85835(N)    091 53 59.06676(W)     ADJUSTED  
 CP3081* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 CP3081  ___________________________________________________________________
 CP3081  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CP3081  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP3081
 CP3081  HORZ ORDER  -  SECOND
 CP3081
 CP3081.The horizontal coordinates were established by classical geodetic methods
 CP3081.and adjusted by the National Geodetic Survey in January 1993..
 CP3081
 CP3081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3081
 CP3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3081
 CP3081.The geoid height was determined by GEOID03.
 CP3081
 CP3081;                    North         East     Units Scale Factor Converg.
 CP3081;SPC LA N     -   219,688.463 1,056,420.534   MT  0.99996276   +0 19 02.5
 CP3081;SPC LA N     -   720,761.23  3,465,939.70   sFT  0.99996276   +0 19 02.5
 CP3081;UTM  15      - 3,594,170.823   603,383.063   MT  0.99973180   +0 35 27.2
 CP3081
 CP3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3081!SPC LA N     -   1.00000107  x   0.99996276  =   0.99996383
 CP3081!UTM  15      -   1.00000107  x   0.99973180  =   0.99973287
 CP3081
 CP3081:                Primary Azimuth Mark                     Grid Az
 CP3081:SPC LA N     -  37D004 LADH 1973                         089 56 18.3
 CP3081:UTM  15      -  37D004 LADH 1973                         089 39 53.6
 CP3081
 CP3081|---------------------------------------------------------------------|
 CP3081| PID    Reference Object                     Distance      Geod. Az  |
 CP3081|                                                           dddmmss.s |
 CP3081| CP3079 37D004 LADH 1973                    APPROX. 2.1 KM 0901520.8 |
 CP3081|---------------------------------------------------------------------|
 CP3081
 CP3081                          SUPERSEDED SURVEY CONTROL
 CP3081
 CP3081  NAD 83(1986)-  32 28 47.87119(N)    091 53 59.05967(W) AD(       ) 2
 CP3081  NAD 27      -  32 28 47.35730(N)    091 53 58.59447(W) AD(       ) 2
 CP3081  NGVD 29 (07/19/86)   19.2    (m)           63.     (f) VERT ANG       
 CP3081
 CP3081.Superseded values are not recommended for survey control.
 CP3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3081.See file dsdata.txt to determine how the superseded data were derived.
 CP3081
 CP3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0338394171(NAD 83)
 CP3081_MARKER: DD = SURVEY DISK
 CP3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3081+STABILITY: SURFACE MOTION
 CP3081
 CP3081  HISTORY     - Date     Condition        Report By
 CP3081  HISTORY     - 1973     MONUMENTED       LADTD
 CP3081
 CP3081                          STATION DESCRIPTION
 CP3081
 CP3081'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3081'THE STATION IS LOCATED 2.5 MILES SOUTHWEST OF START, 5 MILES
 CP3081'EAST OF MILLHAVEN, AND 7 MILES NORTH OF RHYMES, IN THE NORTHWEST
 CP3081'QUARTER OF SECTION 7, T17N-R6E, AND ON THE PROPERTY OWNED BY
 CP3081'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3081'
 CP3081'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY 133
 CP3081'INTERCHANGE, GO WEST ALONG INTERSTATE 20 FOR 2.5 MILES.  THE
 CP3081'STATION IS SET TO THE SOUTH OF THE HIGHWAY NEAR A PIPELINE
 CP3081'CROSSING.
 CP3081'
 CP3081'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3081'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3081'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3081'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3081'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3081'STAMPED 37D003 1973.  THE MARK IS 123 FEET EAST OF A PIPELINE
 CP3081'CROSSING, 81 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE
 CP3081'ON INTERSTATE 20, 79 FEET SOUTHEAST OF THE CENTER OF A
 CP3081'CONCRETE HEADWALL ON A CROSS-DRAIN UNDER INTERSTATE 20, 24
 CP3081'FEET NORTH OF A RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF A
 CP3081'METAL WITNESS POST AND SIGN.
 CP3081'
 CP3081'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3079 ***********************************************************************
 CP3079  DESIGNATION -  37D004 LADH 1973
 CP3079  PID         -  CP3079
 CP3079  STATE/COUNTY-  LA/RICHLAND
 CP3079  USGS QUAD   -  CREW LAKE (1982)
 CP3079
 CP3079                         *CURRENT SURVEY CONTROL
 CP3079  ___________________________________________________________________
 CP3079* NAD 83(1992)-  32 28 47.55438(N)    091 52 40.53261(W)     ADJUSTED  
 CP3079* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 CP3079  ___________________________________________________________________
 CP3079  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CP3079  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP3079
 CP3079  HORZ ORDER  -  SECOND
 CP3079
 CP3079.The horizontal coordinates were established by classical geodetic methods
 CP3079.and adjusted by the National Geodetic Survey in January 1993..
 CP3079
 CP3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3079
 CP3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3079
 CP3079.The geoid height was determined by GEOID03.
 CP3079
 CP3079;                    North         East     Units Scale Factor Converg.
 CP3079;SPC LA N     -   219,690.664 1,058,471.040   MT  0.99996274   +0 19 44.0
 CP3079;SPC LA N     -   720,768.45  3,472,667.07   sFT  0.99996274   +0 19 44.0
 CP3079;UTM  15      - 3,594,182.814   605,433.067   MT  0.99973707   +0 36 09.4
 CP3079
 CP3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3079!SPC LA N     -   1.00000079  x   0.99996274  =   0.99996353
 CP3079!UTM  15      -   1.00000079  x   0.99973707  =   0.99973786
 CP3079
 CP3079:                Primary Azimuth Mark                     Grid Az
 CP3079:SPC LA N     -  37D005 LADH 1973                         101 51 37.6
 CP3079:UTM  15      -  37D005 LADH 1973                         101 35 12.2
 CP3079
 CP3079|---------------------------------------------------------------------|
 CP3079| PID    Reference Object                     Distance      Geod. Az  |
 CP3079|                                                           dddmmss.s |
 CP3079| CP3056 37D005 LADH 1973                    APPROX. 1.7 KM 1021121.6 |
 CP3079|---------------------------------------------------------------------|
 CP3079
 CP3079                          SUPERSEDED SURVEY CONTROL
 CP3079
 CP3079  NAD 83(1986)-  32 28 47.56710(N)    091 52 40.52543(W) AD(       ) 2
 CP3079  NAD 27      -  32 28 47.05385(N)    091 52 40.06189(W) AD(       ) 2
 CP3079  NGVD 29 (07/19/86)   21.0    (m)           69.     (f) VERT ANG       
 CP3079
 CP3079.Superseded values are not recommended for survey control.
 CP3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3079.See file dsdata.txt to determine how the superseded data were derived.
 CP3079
 CP3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0543394183(NAD 83)
 CP3079_MARKER: DD = SURVEY DISK
 CP3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3079+STABILITY: SURFACE MOTION
 CP3079
 CP3079  HISTORY     - Date     Condition        Report By
 CP3079  HISTORY     - 1973     MONUMENTED       LADTD
 CP3079
 CP3079                          STATION DESCRIPTION
 CP3079
 CP3079'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3079'THE STATION IS LOCATED 1.2 MILES SOUTHWEST OF START, 0.5 MILE
 CP3079'SOUTH OF CREW LAKE, AND 7 MILES NORTH-NORTHEAST OF RHYMES, IN
 CP3079'THE NORTHWEST QUARTER OF SECTION 8, T17N-R6E, AND ON THE PROPERTY
 CP3079'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3079'
 CP3079'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY 133
 CP3079'INTERCHANGE, GO WEST ALONG INTERSTATE 20 FOR 1.2 MILES.  THE
 CP3079'STATION IS SET TO THE SOUTH OF THE HIGHWAY NEAR A BOX CULVERT
 CP3079'ON A CROSS-DRAIN.
 CP3079'
 CP3079'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3079'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3079'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3079'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3079'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3079'STAMPED 37D004 1973.  THE MARK IS 91 FEET SOUTH OF THE CENTER
 CP3079'OF THE EAST BOUND LANE ON INTERSTATE 20, 61 FEET SOUTHWEST OF
 CP3079'THE CENTER OF A DOUBLE BOX CULVERT ON A CROSS-DRAIN UNDER
 CP3079'INTERSTATE 20, 15 FEET NORTH OF A RIGHT-OF-WAY FENCE, AND 2
 CP3079'FEET EAST OF A METAL WITNESS POST AND SIGN.
 CP3079'
 CP3079'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3056 ***********************************************************************
 CP3056  DESIGNATION -  37D005 LADH 1973
 CP3056  PID         -  CP3056
 CP3056  STATE/COUNTY-  LA/RICHLAND
 CP3056  USGS QUAD   -  RAYVILLE (1982)
 CP3056
 CP3056                         *CURRENT SURVEY CONTROL
 CP3056  ___________________________________________________________________
 CP3056* NAD 83(1992)-  32 28 36.18060(N)    091 51 38.43956(W)     ADJUSTED  
 CP3056* NAVD 88     -        29.2    (meters)      96.     (feet)  VERTCON   
 CP3056  ___________________________________________________________________
 CP3056  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CP3056  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP3056
 CP3056  HORZ ORDER  -  SECOND
 CP3056
 CP3056.The horizontal coordinates were established by classical geodetic methods
 CP3056.and adjusted by the National Geodetic Survey in January 1993..
 CP3056
 CP3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3056
 CP3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3056
 CP3056.The geoid height was determined by GEOID03.
 CP3056
 CP3056;                    North         East     Units Scale Factor Converg.
 CP3056;SPC LA N     -   219,349.758 1,060,094.298   MT  0.99996220   +0 20 16.8
 CP3056;SPC LA N     -   719,650.00  3,477,992.71   sFT  0.99996220   +0 20 16.8
 CP3056;UTM  15      - 3,593,849.742   607,057.572   MT  0.99974133   +0 36 42.6
 CP3056
 CP3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3056!SPC LA N     -   0.99999950  x   0.99996220  =   0.99996170
 CP3056!UTM  15      -   0.99999950  x   0.99974133  =   0.99974083
 CP3056
 CP3056:                Primary Azimuth Mark                     Grid Az
 CP3056:SPC LA N     -  37D004 LADH 1973                         281 51 38.2
 CP3056:UTM  15      -  37D004 LADH 1973                         281 35 12.4
 CP3056
 CP3056|---------------------------------------------------------------------|
 CP3056| PID    Reference Object                     Distance      Geod. Az  |
 CP3056|                                                           dddmmss.s |
 CP3056| CP3079 37D004 LADH 1973                    APPROX. 1.7 KM 2821155.0 |
 CP3056|---------------------------------------------------------------------|
 CP3056
 CP3056                          SUPERSEDED SURVEY CONTROL
 CP3056
 CP3056  NAD 83(1986)-  32 28 36.19322(N)    091 51 38.43237(W) AD(       ) 2
 CP3056  NAD 27      -  32 28 35.68018(N)    091 51 37.97094(W) AD(       ) 2
 CP3056  NGVD 29 (07/19/86)   29.2    (m)           96.     (f) VERT ANG       
 CP3056
 CP3056.Superseded values are not recommended for survey control.
 CP3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3056.See file dsdata.txt to determine how the superseded data were derived.
 CP3056
 CP3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0705893850(NAD 83)
 CP3056_MARKER: DD = SURVEY DISK
 CP3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3056+STABILITY: SURFACE MOTION
 CP3056
 CP3056  HISTORY     - Date     Condition        Report By
 CP3056  HISTORY     - 1973     MONUMENTED       LADTD
 CP3056
 CP3056                          STATION DESCRIPTION
 CP3056
 CP3056'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3056'THE STATION IS LOCATED 0.8 MILE SOUTH OF START, 3 MILES SOUTHWEST
 CP3056'OF GIRARD, AND 7 MILES NORTHEAST OF RHYMES, IN THE NORTHEAST
 CP3056'QUARTER OF SECTION 9, T17N-R6E, AND ON THE PROPERTY OWNED BY
 CP3056'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3056'
 CP3056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP3056'STATE HIGHWAY 133 IN START, GO SOUTH ON STATE HIGHWAY 133 FOR
 CP3056'0.8 MILE.  THE STATION IS SET NEAR THE SOUTHEAST CORNER OF AN
 CP3056'OVERPASS OVER INTERSTATE 20.
 CP3056'
 CP3056'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3056'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3056'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3056'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3056'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3056'STAMPED 37D005 1973.  THE MARK IS 19 FEET EAST OF THE CENTER
 CP3056'OF STATE HIGHWAY 133, 5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CP3056'OF AN OVERPASS, AND 2 FEET NORTH OF A METAL WITNESS POST AND
 CP3056'SIGN.
 CP3056'
 CP3056'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4068 ***********************************************************************
 BJ4068  DESIGNATION -  38 87
 BJ4068  PID         -  BJ4068
 BJ4068  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4068  USGS QUAD   -  COMITE (1996)
 BJ4068
 BJ4068                         *CURRENT SURVEY CONTROL
 BJ4068  ___________________________________________________________________
 BJ4068* NAD 83(1986)-  30 30 15.     (N)    091 02 18.     (W)     SCALED    
 BJ4068* NAVD 88     -        14.992  (meters)      49.19   (feet)  ADJUSTED  
 BJ4068  ___________________________________________________________________
 BJ4068  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4068  DYNAMIC HT  -          14.972 (meters)      49.12  (feet)  COMP
 BJ4068  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ4068
 BJ4068  VERT ORDER  -  SECOND    CLASS II
 BJ4068
 BJ4068.The horizontal coordinates were scaled from a topographic map and have
 BJ4068.an estimated accuracy of +/- 6 seconds.
 BJ4068
 BJ4068.The orthometric height was determined by differential leveling
 BJ4068.and adjusted by the National Geodetic Survey in February 1994..
 BJ4068
 BJ4068.The geoid height was determined by GEOID03.
 BJ4068
 BJ4068.The dynamic height is computed by dividing the NAVD 88
 BJ4068.geopotential number by the normal gravity value computed on the
 BJ4068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4068.degrees latitude (g = 980.6199 gals.).
 BJ4068
 BJ4068.The modeled gravity was interpolated from observed gravity values.
 BJ4068
 BJ4068;                    North         East    Units  Estimated Accuracy
 BJ4068;SPC LA S     -   222,190.    1,028,320.      MT  (+/- 180 meters Scaled)
 BJ4068
 BJ4068                          SUPERSEDED SURVEY CONTROL
 BJ4068
 BJ4068.No superseded survey control is available for this station.
 BJ4068
 BJ4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP882762(NAD 83)
 BJ4068_MARKER: DB = BENCH MARK DISK
 BJ4068_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ4068+WITH SETTING: PAVEMENT
 BJ4068_SP_SET: BRIDGE FLOOR
 BJ4068_STAMPING: 38-87 1987
 BJ4068_MARK LOGO: LA-033
 BJ4068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4068+STABILITY: SURFACE MOTION
 BJ4068
 BJ4068  HISTORY     - Date     Condition        Report By
 BJ4068  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4068
 BJ4068                          STATION DESCRIPTION
 BJ4068
 BJ4068'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4068'8.29 KM (5.15 MI) NE FROM NORTHEAST BATON ROUGE.
 BJ4068'ABOUT 8.29 KM (5.15 MI) NORTHEAST ALONG GREENWELL SPRINGS ROAD (STATE
 BJ4068'HIGHWAY 37) FROM THE INTERSECTION OF AIRLINE HIGHWAY (U.S. HIGHWAY
 BJ4068'61) AND GREENWELL SPRINGS ROAD TO THE COMITE RIVER BRIDGE AND THE
 BJ4068'BENCH MARK, 6.1 METERS (20 FT) EAST-NORTHEAST OF THE NORTHWEST END OF
 BJ4068'THE CONCRETE GUARD RAIL AND 4.6 METERS (15 FT) NORTH-NORTHEAST OF THE
 BJ4068'CENTER OF THE WEST BOUND LANE OF THE HIGHWAY, THE DISK IS CEMENTED IN
 BJ4068'A DRILL HOLE IN THE BRIDGE FLOOR DIRECTLY OVER A PILING THAT SUPPORTS
 BJ4068'THE BRIDGE FLOOR.
 BJ4068'THE MARK IS 6.10 METERS  NE FROM A WITNESS POST.
 BJ4068'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1969 ***********************************************************************
 BJ1969  DESIGNATION -  38 BOLT
 BJ1969  PID         -  BJ1969
 BJ1969  STATE/COUNTY-  LA/IBERVILLE
 BJ1969  USGS QUAD   -  WHITE CASTLE (1992)
 BJ1969
 BJ1969                         *CURRENT SURVEY CONTROL
 BJ1969  ___________________________________________________________________
 BJ1969* NAD 83(1986)-  30 11 23.     (N)    091 10 33.     (W)     SCALED    
 BJ1969* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 BJ1969  ___________________________________________________________________
 BJ1969  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1969
 BJ1969  VERT ORDER  -  ? (See Below)
 BJ1969
 BJ1969.The horizontal coordinates were scaled from a topographic map and have
 BJ1969.an estimated accuracy of +/- 6 seconds.
 BJ1969
 BJ1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1969.The vertical order pertains to the NGVD 29 superseded value.
 BJ1969
 BJ1969.The geoid height was determined by GEOID03.
 BJ1969
 BJ1969;                    North         East    Units  Estimated Accuracy
 BJ1969;SPC LA S     -   187,310.    1,015,170.      MT  (+/- 180 meters Scaled)
 BJ1969
 BJ1969                          SUPERSEDED SURVEY CONTROL
 BJ1969
 BJ1969  NGVD 29 (??/??/??)    1.852  (m)            6.08   (f) ADJUSTED    ?  
 BJ1969
 BJ1969.Superseded values are not recommended for survey control.
 BJ1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1969.See file dsdata.txt to determine how the superseded data were derived.
 BJ1969
 BJ1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP756412(NAD 83)
 BJ1969_MARKER: B = BOLT
 BJ1969_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1969_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1969
 BJ1969  HISTORY     - Date     Condition        Report By
 BJ1969  HISTORY     - UNK      MONUMENTED       DOD
 BJ1969  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ1969
 BJ1969                          STATION DESCRIPTION
 BJ1969
 BJ1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1969'2.5 MI S FROM MILLERS LANDING.
 BJ1969'P.B.M. IS BOLT IN CONCRETE BLOCK AND IRON PIPE ON LEFT BANK OF GRAND
 BJ1969'RIVER, IN IBERVILLE PARISH, LA.  T. 10 S., R.11 E. OF LOUISIANA
 BJ1969'MERIDAIN.  2-1/2 MILES BELOW JUNCTION OF GRAND RIVER AND BAYOU
 BJ1969'PLAQUEMINE.  IN SOUTH CORNER OF A SMALL PLOT OF GROUND IMMEDIATELY
 BJ1969'ABOVE GRAND RIVER SCHOOL HOUSE, PLOT FORMERLY HELD TO BELONG TO THE
 BJ1969'U.S. GOVERNMENT BUT NOW CLAIMED BY EDMOND TEMPLET.  IN FENCE CORNER
 BJ1969'ABOUT 1 FOOT BELOW AND WEST OF THE PRESENT NORTH AND SOUTH PROPERTY
 BJ1969'LINE WIRE FENCE BETWEEN THE LANDS OF S.P. AND E.B. SWAIN AND EDMOND
 BJ1969'TEMPLET.  ABOUT 70 METERS BACK OF BANK OF GRAND RIVER.  TOP OF PIPE IS
 BJ1969'ABOUT 14 INCHES ABOVE GROUND.  NOTE-- THE SCHOOL BUILDING HAS BEEN
 BJ1969'MOVED AND A HOUSE BUILT AT THE SAME LOCATION.  THE PROPERTY OWNER HAS
 BJ1969'NEVER SEEN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1181 ***********************************************************************
 BJ1181  DESIGNATION -  38 CAP
 BJ1181  PID         -  BJ1181
 BJ1181  STATE/COUNTY-  LA/IBERVILLE
 BJ1181  USGS QUAD   -  BAYOU SORREL (1992)
 BJ1181
 BJ1181                         *CURRENT SURVEY CONTROL
 BJ1181  ___________________________________________________________________
 BJ1181* NAD 83(1986)-  30 11 23.     (N)    091 18 33.     (W)     SCALED    
 BJ1181* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 BJ1181  ___________________________________________________________________
 BJ1181  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ1181
 BJ1181  VERT ORDER  -  ? (See Below)
 BJ1181
 BJ1181.The horizontal coordinates were scaled from a topographic map and have
 BJ1181.an estimated accuracy of +/- 6 seconds.
 BJ1181
 BJ1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1181.The vertical order pertains to the NGVD 29 superseded value.
 BJ1181
 BJ1181.The geoid height was determined by GEOID03.
 BJ1181
 BJ1181;                    North         East    Units  Estimated Accuracy
 BJ1181;SPC LA S     -   187,300.    1,002,330.      MT  (+/- 180 meters Scaled)
 BJ1181
 BJ1181                          SUPERSEDED SURVEY CONTROL
 BJ1181
 BJ1181  NGVD 29 (??/??/??)    3.068  (m)           10.07   (f) ADJUSTED    ?  
 BJ1181
 BJ1181.Superseded values are not recommended for survey control.
 BJ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1181.See file dsdata.txt to determine how the superseded data were derived.
 BJ1181
 BJ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP627410(NAD 83)
 BJ1181_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1181_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1181
 BJ1181  HISTORY     - Date     Condition        Report By
 BJ1181  HISTORY     - UNK      MONUMENTED       DOD
 BJ1181  HISTORY     - 1965     GOOD             CGS
 BJ1181  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1181
 BJ1181                          STATION DESCRIPTION
 BJ1181
 BJ1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1181'2.5 MI S FROM MILLERS LANDING.
 BJ1181'IN CONCRETE BLOCK AND IRON PIPE ON LEFT BANK OF GRAND RIVER, IN
 BJ1181'IBERVILLE PARISH, LA.  T. 10 S., R.11 E. OF LOUISIANA MERIDIAN. 2-1/2
 BJ1181'MILES BELOW JUNCTION OF GRAND RIVER AND BAYOU PLAQUEMINE.  IN SOUTH
 BJ1181'CORNER OF A SMALL PLOT OF GROUND IMMEDIATELY ABOVE GRAND RIVER SCHOOL
 BJ1181'HOUSE, PLOT FORMERLY HELD TO BELONG TO THE U.S. GOVERNMENT BUT NOW
 BJ1181'CLAIMED BY EDMOND TEMPLET.  IN FENCE CORNER ABOUT 1 FOOT BELOW AND
 BJ1181'WEST OF THE PRESENT NORTH AND SOUTH PROPERTY LINE WIRE FENCE BETWEEN
 BJ1181'THE LANDS OF S.P. AND E.B. SWAIN AND EDMOND TEMPLET.  ABOUT 70 METERS
 BJ1181'BACK OF BANK OF GRAND RIVER.  TOP OF PIPE IS ABOUT 14 INCHES ABOVE
 BJ1181'GROUND.  NOTE-- THE SCHOOL BUILDING HAS BEEN MOVED AND A HOUSE BUILT
 BJ1181'AT THE SAME LOCATION.  THE PROPERTY OWNER HAS NEVER SEEN THE MARK.
 BJ1181
 BJ1181                          STATION RECOVERY (1976)
 BJ1181
 BJ1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1181'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 BJ1181'THIS MARK WAS NOT RECOVERED IN 1964.  DESCRIPTION INADEQUATE FOR
 BJ1181'PLOTTING PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0533 ***********************************************************************
 BW0533  DESIGNATION -  38 DIETZE BOLT
 BW0533  PID         -  BW0533
 BW0533  STATE/COUNTY-  LA/TENSAS
 BW0533  USGS QUAD   -  ST JOSEPH (1986)
 BW0533
 BW0533                         *CURRENT SURVEY CONTROL
 BW0533  ___________________________________________________________________
 BW0533* NAD 83(1986)-  31 56 58.     (N)    091 12 02.     (W)     SCALED    
 BW0533* NAVD 88     -        22.06   (+/-2cm)      72.4    (feet)  VERTCON   
 BW0533  ___________________________________________________________________
 BW0533  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0533
 BW0533  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0533
 BW0533.The horizontal coordinates were scaled from a topographic map and have
 BW0533.an estimated accuracy of +/- 6 seconds.
 BW0533
 BW0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0533.The vertical order pertains to the NGVD 29 superseded value.
 BW0533
 BW0533.The geoid height was determined by GEOID03.
 BW0533
 BW0533;                    North         East    Units  Estimated Accuracy
 BW0533;SPC LA N     -   161,440.    1,122,840.      MT  (+/- 180 meters Scaled)
 BW0533
 BW0533                          SUPERSEDED SURVEY CONTROL
 BW0533
 BW0533  NGVD 29 (??/??/92)   22.079  (m)           72.44   (f) ADJ UNCH    1 2
 BW0533
 BW0533.Superseded values are not recommended for survey control.
 BW0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0533.See file dsdata.txt to determine how the superseded data were derived.
 BW0533
 BW0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR700362(NAD 83)
 BW0533_MARKER: B = BOLT
 BW0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0533_SP_SET: CONCRETE BLOCK
 BW0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0533
 BW0533  HISTORY     - Date     Condition        Report By
 BW0533  HISTORY     - UNK      MONUMENTED       DOD
 BW0533  HISTORY     - 1934     GOOD             DOD
 BW0533  HISTORY     - 1944     POOR             DOD
 BW0533
 BW0533                          STATION DESCRIPTION
 BW0533
 BW0533'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW0533'3.5 MI NE FROM ST JOSEPH.
 BW0533'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 BW0533'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA.  ON THE CLAGGETT
 BW0533'(HYDRAULIC) FILL.  193 METERS LANDSIDE FROM LEVEE AT A POINT 490
 BW0533'METERS UPSTREAM FROM GRAVEL RAMP CROSSING LEVEE.  AT RIVERSIDE TOE OF
 BW0533'SMALL RETAINING LEVEE.  250 METERS RIVERSIDE FROM SHORE OF LAKE BRUIN.
 BW0533'25 METERS LANDWARD FROM CENTER LINE OF GRAVEL ROAD.  485 METERS FROM
 BW0533'INTERSECTION OF ROADS AT UPPER END OF CLAGGETTS FILL. TOP OF CAP IS
 BW0533'ABOUT 14 IN. ABOVE GROUND.
 BW0533
 BW0533                          STATION RECOVERY (1944)
 BW0533
 BW0533'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1944
 BW0533'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0532 ***********************************************************************
 BW0532  DESIGNATION -  38 DIETZE CAP
 BW0532  PID         -  BW0532
 BW0532  STATE/COUNTY-  LA/TENSAS
 BW0532  USGS QUAD   -  ST JOSEPH (1986)
 BW0532
 BW0532                         *CURRENT SURVEY CONTROL
 BW0532  ___________________________________________________________________
 BW0532* NAD 83(1986)-  31 56 58.     (N)    091 12 02.     (W)     SCALED    
 BW0532* NAVD 88     -        23.30   (+/-2cm)      76.4    (feet)  VERTCON   
 BW0532  ___________________________________________________________________
 BW0532  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0532
 BW0532  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0532
 BW0532.The horizontal coordinates were scaled from a topographic map and have
 BW0532.an estimated accuracy of +/- 6 seconds.
 BW0532
 BW0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0532.The vertical order pertains to the NGVD 29 superseded value.
 BW0532
 BW0532.The geoid height was determined by GEOID03.
 BW0532
 BW0532;                    North         East    Units  Estimated Accuracy
 BW0532;SPC LA N     -   161,440.    1,122,840.      MT  (+/- 180 meters Scaled)
 BW0532
 BW0532                          SUPERSEDED SURVEY CONTROL
 BW0532
 BW0532  NGVD 29 (??/??/92)   23.320  (m)           76.51   (f) ADJ UNCH    1 2
 BW0532
 BW0532.Superseded values are not recommended for survey control.
 BW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0532.See file dsdata.txt to determine how the superseded data were derived.
 BW0532
 BW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR700362(NAD 83)
 BW0532_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0532_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0532
 BW0532  HISTORY     - Date     Condition        Report By
 BW0532  HISTORY     - UNK      MONUMENTED       DOD
 BW0532  HISTORY     - 1934     GOOD             DOD
 BW0532  HISTORY     - 1944     POOR             DOD
 BW0532
 BW0532                          STATION DESCRIPTION
 BW0532
 BW0532'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW0532'3.5 MI NE FROM ST JOSEPH.
 BW0532'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 BW0532'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA.  ON THE CLAGGETT
 BW0532'(HYDRAULIC) FILL.  193 METERS LANDSIDE FROM LEVEE AT A POINT 490
 BW0532'METERS UPSTREAM FROM GRAVEL RAMP CROSSING LEVEE.  AT RIVERSIDE TOE OF
 BW0532'SMALL RETAINING LEVEE.  250 METERS RIVERSIDE FROM SHORE OF LAKE BRUIN.
 BW0532'25 METERS LANDWARD FROM CENTER LINE OF GRAVEL ROAD.  485 METERS FROM
 BW0532'INTERSECTION OF ROADS AT UPPER END OF CLAGGETTS FILL. TOP OF CAP IS
 BW0532'ABOUT 14 IN. ABOVE GROUND.
 BW0532
 BW0532                          STATION RECOVERY (1944)
 BW0532
 BW0532'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1944
 BW0532'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0288 ***********************************************************************
 BJ0288  DESIGNATION -  38 EABPL
 BJ0288  PID         -  BJ0288
 BJ0288  STATE/COUNTY-  LA/IBERVILLE
 BJ0288  USGS QUAD   -  COW BAYOU (1992)
 BJ0288
 BJ0288                         *CURRENT SURVEY CONTROL
 BJ0288  ___________________________________________________________________
 BJ0288* NAD 83(1986)-  30 20 03.     (N)    091 31 08.     (W)     SCALED    
 BJ0288* NAVD 88     -         4.783  (meters)      15.69   (feet)  ADJUSTED  
 BJ0288  ___________________________________________________________________
 BJ0288  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0288  DYNAMIC HT  -           4.777 (meters)      15.67  (feet)  COMP
 BJ0288  MODELED GRAV-     979,321.6   (mgal)                       NAVD 88
 BJ0288
 BJ0288  VERT ORDER  -  FIRST     CLASS I
 BJ0288
 BJ0288.The horizontal coordinates were scaled from a topographic map and have
 BJ0288.an estimated accuracy of +/- 6 seconds.
 BJ0288
 BJ0288.The orthometric height was determined by differential leveling
 BJ0288.and adjusted by the National Geodetic Survey in February 1994..
 BJ0288
 BJ0288.The geoid height was determined by GEOID03.
 BJ0288
 BJ0288.The dynamic height is computed by dividing the NAVD 88
 BJ0288.geopotential number by the normal gravity value computed on the
 BJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0288.degrees latitude (g = 980.6199 gals.).
 BJ0288
 BJ0288.The modeled gravity was interpolated from observed gravity values.
 BJ0288
 BJ0288;                    North         East    Units  Estimated Accuracy
 BJ0288;SPC LA S     -   203,320.      982,160.      MT  (+/- 180 meters Scaled)
 BJ0288
 BJ0288                          SUPERSEDED SURVEY CONTROL
 BJ0288
 BJ0288  NGVD 29 (??/??/??)    4.804  (m)           15.76   (f) ADJUSTED    1 1
 BJ0288
 BJ0288.Superseded values are not recommended for survey control.
 BJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0288.See file dsdata.txt to determine how the superseded data were derived.
 BJ0288
 BJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP423567(NAD 83)
 BJ0288_MARKER: DD = SURVEY DISK
 BJ0288_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0288_SP_SET: 92 FT IRON PIPE
 BJ0288_STAMPING: PBM 38 EABPL 1976 USE
 BJ0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0288
 BJ0288  HISTORY     - Date     Condition        Report By
 BJ0288  HISTORY     - 1976     MONUMENTED       USE
 BJ0288  HISTORY     - 1976     GOOD             NGS
 BJ0288
 BJ0288                          STATION DESCRIPTION
 BJ0288
 BJ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0288'5.1 MI SOUTH FROM RAMAH.
 BJ0288'5.1 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0288'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, 0.05 MILE
 BJ0288'WEST OF THE JUNCTION OF A ROAD LEADING NORTH ACROSS A WOODEN BRIDGE,
 BJ0288'176.2 FT EAST OF THE SOUTHEAST CORNER OF A STEEL CATTLEGUARD, 43 FT
 BJ0288'SOUTH OF THE CENTER LINE OF THE ROAD, A 1-INCH IRON PIPE WITH A DISK
 BJ0288'DRIVEN TO A DEPTH OF 92 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A
 BJ0288'DEPTH OF 73 FT WITH A 3-INCH SCREW CAP FOR ACCESS THE SCREW CAP
 BJ0288'PROJECTS 21 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0289 ***********************************************************************
 BJ0289  DESIGNATION -  39
 BJ0289  PID         -  BJ0289
 BJ0289  STATE/COUNTY-  LA/IBERVILLE
 BJ0289  USGS QUAD   -  COW BAYOU (1992)
 BJ0289
 BJ0289                         *CURRENT SURVEY CONTROL
 BJ0289  ___________________________________________________________________
 BJ0289* NAD 83(1986)-  30 19 29.     (N)    091 30 44.     (W)     SCALED    
 BJ0289* NAVD 88     -         3.070  (meters)      10.07   (feet)  ADJUSTED  
 BJ0289  ___________________________________________________________________
 BJ0289  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ0289  DYNAMIC HT  -           3.066 (meters)      10.06  (feet)  COMP
 BJ0289  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 BJ0289
 BJ0289  VERT ORDER  -  FIRST     CLASS I
 BJ0289
 BJ0289.The horizontal coordinates were scaled from a topographic map and have
 BJ0289.an estimated accuracy of +/- 6 seconds.
 BJ0289
 BJ0289.The orthometric height was determined by differential leveling
 BJ0289.and adjusted by the National Geodetic Survey in February 1994..
 BJ0289
 BJ0289.The geoid height was determined by GEOID03.
 BJ0289
 BJ0289.The dynamic height is computed by dividing the NAVD 88
 BJ0289.geopotential number by the normal gravity value computed on the
 BJ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0289.degrees latitude (g = 980.6199 gals.).
 BJ0289
 BJ0289.The modeled gravity was interpolated from observed gravity values.
 BJ0289
 BJ0289;                    North         East    Units  Estimated Accuracy
 BJ0289;SPC LA S     -   202,270.      982,800.      MT  (+/- 180 meters Scaled)
 BJ0289
 BJ0289                          SUPERSEDED SURVEY CONTROL
 BJ0289
 BJ0289  NGVD 29 (??/??/??)    3.091  (m)           10.14   (f) ADJUSTED    1 1
 BJ0289
 BJ0289.Superseded values are not recommended for survey control.
 BJ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0289.See file dsdata.txt to determine how the superseded data were derived.
 BJ0289
 BJ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP430557(NAD 83)
 BJ0289_MARKER: Z = SEE DESCRIPTION
 BJ0289_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0289_SP_SET: 100 FT IRON PIPE
 BJ0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0289
 BJ0289  HISTORY     - Date     Condition        Report By
 BJ0289  HISTORY     - UNK      MONUMENTED       USE
 BJ0289  HISTORY     - 1976     GOOD             NGS
 BJ0289  HISTORY     - 1982     SEE DESCRIPTION  LADTD
 BJ0289
 BJ0289                          STATION DESCRIPTION
 BJ0289
 BJ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0289'6.0 MI SOUTH FROM RAMAH.
 BJ0289'6.0 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0289'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, 0.1 MILE
 BJ0289'NORTH OF A POWER LINE CROSSING, 209 FT NORTH OF THE CENTER OF THE
 BJ0289'JUNCTION OF A ROAD LEADING SOUTHWEST TO THE BAYOU HENRY GAS FIELD,
 BJ0289'27 FT EAST OF THE CENTER LINE OF THE ROAD, A 2-INCH IRON PIPE WITH
 BJ0289'A CAP DRIVEN TO A DEPTH OF 100 FT ENCASED IN A 3-INCH IRON PIPE
 BJ0289'BORED TO A DEPTH OF 85 FT WITH A 3-INCH SCREW CAP FOR ACCESS. THE
 BJ0289'SCREW CAP PROJECTS 12-INCHES ABOVE THE GROUND.
 BJ0289
 BJ0289                          STATION RECOVERY (1982)
 BJ0289
 BJ0289'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ0289'THIS STATION WAS REPORTED AS DISTURBED IN 1947 BY RAG. THE MARK HAS
 BJ0289'BEEN RESET 286.77 FT., GEOD AZ. 271 01' 40" FROM THE POSTION
 BJ0289'PUBLISHED IN 1978. IT IS A 5 1/2 INCH BRONZ DISK IN AN IRON PIPE
 BJ0289'PROJECTING 1J INCHES ABOVE THE GROUND. IT HAS BEEN USED AS A POINT OF
 BJ0289'BEIGINNING FOR LOCAL PROPERTY DESCRIPTION SINCE 1966 OR EARLIER,
 BJ0289'NOTHING WAS FOUND AT THE OLD LOCATION. LA HWY 75 HAS BEEN REALIGNED
 BJ0289'(SET BACK) FROM THE OLD LEVEE IN THIS LOCALE. NEW DESCRIPTION: ABOUT
 BJ0289'10.5 MILES SW OF PLAQUEMINE, ON THE LEFT BANK OF LOWER GRAND RIVER,
 BJ0289'SE OF THE JUNCTION OF LOWE GRAND RIVER AND BAYOU SORREL, ABOUT 2
 BJ0289'MILES NNW OF THE BAYOU SORREL LOCKS, ON THE RIVER SIDE OF AND 101 FT.
 BJ0289'SW OF THE CENTERLINE OF LA HWY. 75, 25 FT. S OF TH SE CORNER AND 40
 BJ0289'FT. SE OF THE SW CORNER OF RANDOLF PIERS' OR PIERCE'S HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4078 ***********************************************************************
 BJ4078  DESIGNATION -  39 87
 BJ4078  PID         -  BJ4078
 BJ4078  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4078  USGS QUAD   -  COMITE (1996)
 BJ4078
 BJ4078                         *CURRENT SURVEY CONTROL
 BJ4078  ___________________________________________________________________
 BJ4078* NAD 83(1986)-  30 30 48.     (N)    091 04 27.     (W)     SCALED    
 BJ4078* NAVD 88     -        17.636  (meters)      57.86   (feet)  ADJUSTED  
 BJ4078  ___________________________________________________________________
 BJ4078  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4078  DYNAMIC HT  -          17.613 (meters)      57.79  (feet)  COMP
 BJ4078  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ4078
 BJ4078  VERT ORDER  -  SECOND    CLASS II
 BJ4078
 BJ4078.The horizontal coordinates were scaled from a topographic map and have
 BJ4078.an estimated accuracy of +/- 6 seconds.
 BJ4078
 BJ4078.The orthometric height was determined by differential leveling
 BJ4078.and adjusted by the National Geodetic Survey in February 1994..
 BJ4078
 BJ4078.The geoid height was determined by GEOID03.
 BJ4078
 BJ4078.The dynamic height is computed by dividing the NAVD 88
 BJ4078.geopotential number by the normal gravity value computed on the
 BJ4078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4078.degrees latitude (g = 980.6199 gals.).
 BJ4078
 BJ4078.The modeled gravity was interpolated from observed gravity values.
 BJ4078
 BJ4078;                    North         East    Units  Estimated Accuracy
 BJ4078;SPC LA S     -   223,200.    1,024,880.      MT  (+/- 180 meters Scaled)
 BJ4078
 BJ4078                          SUPERSEDED SURVEY CONTROL
 BJ4078
 BJ4078.No superseded survey control is available for this station.
 BJ4078
 BJ4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP847772(NAD 83)
 BJ4078_MARKER: DB = BENCH MARK DISK
 BJ4078_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ4078_SP_SET: BRIDGE ABUTMENT
 BJ4078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ4078
 BJ4078  HISTORY     - Date     Condition        Report By
 BJ4078  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4078  HISTORY     - 20050317 GOOD             SJB
 BJ4078
 BJ4078                          STATION DESCRIPTION
 BJ4078
 BJ4078'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4078'IN BATON ROUGE.
 BJ4078'THE BENCH MARK IS LOCATED NEAR THE NORTHEAST END OF THE COMITE RIVER
 BJ4078'BRIDGE ON JOOR ROAD, CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT
 BJ4078'AT THE SECOND EXPANSION JOINT ON THE BRIDGE FLOOR, 21 METERS (69 FT)
 BJ4078'SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE AND 4.6 METERS (15 FT)
 BJ4078'SOUTHEAST OF THE CENTER OF THE BRIDGE ROADWAY, JOOR ROAD.  DISK NOT
 BJ4078'REPORTED TO BE STAMPED.
 BJ4078'THE MARK IS 18.9 METERS  NW FROM  NW
 BJ4078'THE MARK IS 0.30 M ABOVE BRIDGE FLOOR.
 BJ4078
 BJ4078                          STATION RECOVERY (2005)
 BJ4078
 BJ4078'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ4078'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1267 ***********************************************************************
 CQ1267  DESIGNATION -  39 BOLT
 CQ1267  PID         -  CQ1267
 CQ1267  STATE/COUNTY-  LA/WEBSTER
 CQ1267  USGS QUAD   -  ADA (1986)
 CQ1267
 CQ1267                         *CURRENT SURVEY CONTROL
 CQ1267  ___________________________________________________________________
 CQ1267* NAD 83(1986)-  32 32 17.     (N)    093 14 34.     (W)     SCALED    
 CQ1267* NAVD 88     -        78.119  (meters)     256.30   (feet)  ADJUSTED  
 CQ1267  ___________________________________________________________________
 CQ1267  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1267  DYNAMIC HT  -          78.032 (meters)     256.01  (feet)  COMP
 CQ1267  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 CQ1267
 CQ1267  VERT ORDER  -  FIRST     CLASS I
 CQ1267
 CQ1267.The horizontal coordinates were scaled from a topographic map and have
 CQ1267.an estimated accuracy of +/- 6 seconds.
 CQ1267
 CQ1267.The orthometric height was determined by differential leveling
 CQ1267.and adjusted by the National Geodetic Survey in June 1991..
 CQ1267
 CQ1267.The geoid height was determined by GEOID03.
 CQ1267
 CQ1267.The dynamic height is computed by dividing the NAVD 88
 CQ1267.geopotential number by the normal gravity value computed on the
 CQ1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1267.degrees latitude (g = 980.6199 gals.).
 CQ1267
 CQ1267.The modeled gravity was interpolated from observed gravity values.
 CQ1267
 CQ1267;                    North         East    Units  Estimated Accuracy
 CQ1267;SPC LA N     -   226,210.      930,230.      MT  (+/- 180 meters Scaled)
 CQ1267
 CQ1267                          SUPERSEDED SURVEY CONTROL
 CQ1267
 CQ1267  NGVD 29 (??/??/??)   78.198  (m)          256.55   (f) ADJUSTED    1 1
 CQ1267
 CQ1267.Superseded values are not recommended for survey control.
 CQ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1267.See file dsdata.txt to determine how the superseded data were derived.
 CQ1267
 CQ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS772001(NAD 83)
 CQ1267_MARKER: B = BOLT
 CQ1267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1267
 CQ1267  HISTORY     - Date     Condition        Report By
 CQ1267  HISTORY     - UNK      MONUMENTED       DOD
 CQ1267  HISTORY     - 1969     GOOD             CGS
 CQ1267
 CQ1267                          STATION DESCRIPTION
 CQ1267
 CQ1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1267'0.15 MI N FROM DUBBERLY.
 CQ1267'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 523 FROM THE POST OFFICE AT
 CQ1267'DUBBERLY, 77 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 155
 CQ1267'YARDS NORTH OF THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 60
 CQ1267'FEET SOUTH OF A FORKED OAK TREE, 32 FEET NORTHWEST OF A LIGHT POLE, 21
 CQ1267'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, A COPPER BOLT
 CQ1267'SET IN THE TOP OF A LIMESTONE BLOCK, ACCESS TO WHICH IS HAD THROUGH A
 CQ1267'5-INCH IRON PIPE WHICH BEARS A USE CAP AND WHICH PROJECTS 24 INCHES
 CQ1267'ABOVE THE SURFACE OF THE GROUND.  SEC 24, T 18N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0826 ***********************************************************************
 BJ0826  DESIGNATION -  39 BOLT
 BJ0826  PID         -  BJ0826
 BJ0826  STATE/COUNTY-  LA/IBERVILLE
 BJ0826  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0826
 BJ0826                         *CURRENT SURVEY CONTROL
 BJ0826  ___________________________________________________________________
 BJ0826* NAD 83(1986)-  30 09 37.     (N)    091 20 09.     (W)     SCALED    
 BJ0826* NAVD 88     -         0.897  (meters)       2.94   (feet)  ADJUSTED  
 BJ0826  ___________________________________________________________________
 BJ0826  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0826  DYNAMIC HT  -           0.896 (meters)       2.94  (feet)  COMP
 BJ0826  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BJ0826
 BJ0826  VERT ORDER  -  FIRST     CLASS I
 BJ0826
 BJ0826.The horizontal coordinates were scaled from a topographic map and have
 BJ0826.an estimated accuracy of +/- 6 seconds.
 BJ0826
 BJ0826.The orthometric height was determined by differential leveling
 BJ0826.and adjusted by the National Geodetic Survey in February 1994..
 BJ0826
 BJ0826.The geoid height was determined by GEOID03.
 BJ0826
 BJ0826.The dynamic height is computed by dividing the NAVD 88
 BJ0826.geopotential number by the normal gravity value computed on the
 BJ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0826.degrees latitude (g = 980.6199 gals.).
 BJ0826
 BJ0826.The modeled gravity was interpolated from observed gravity values.
 BJ0826
 BJ0826;                    North         East    Units  Estimated Accuracy
 BJ0826;SPC LA S     -   184,030.      999,760.      MT  (+/- 180 meters Scaled)
 BJ0826
 BJ0826                          SUPERSEDED SURVEY CONTROL
 BJ0826
 BJ0826  NGVD 29 (??/??/??)    0.929  (m)            3.05   (f) ADJUSTED    1 1
 BJ0826
 BJ0826.Superseded values are not recommended for survey control.
 BJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0826.See file dsdata.txt to determine how the superseded data were derived.
 BJ0826
 BJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP602377(NAD 83)
 BJ0826_MARKER: B = BOLT
 BJ0826_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0826_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0826_STAMPING: PBM 39
 BJ0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0826
 BJ0826  HISTORY     - Date     Condition        Report By
 BJ0826  HISTORY     - UNK      MONUMENTED       DOD
 BJ0826  HISTORY     - 1964     GOOD             CGS
 BJ0826  HISTORY     - 1976     GOOD             NGS
 BJ0826
 BJ0826                          STATION DESCRIPTION
 BJ0826
 BJ0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0826'0.1 MI SE FROM BAYOU SORREL.
 BJ0826'ABOUT 0.1 MILE SOUTHEAST ALONG STATE ROAD 75 FROM THE FERRY LANDING AT
 BJ0826'BAYOU SORREL, 105 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 49
 BJ0826'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STORE, 22 FEET SOUTHEAST
 BJ0826'OF THE SOUTHEAST CORNER OF A HOUSE, 3.5 FEET NORTHWEST OF A 16-INCH
 BJ0826'HACKBERRY TREE 1.5 FEET NORTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL
 BJ0826'OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 BJ0826'FEET UNDER GROUND, ACCESS TO WHICH IS HAD TRHOUGH AN IRON PIPE WHICH
 BJ0826'PROJECTS 1 FOOT AND BEARS A CORPS OF ENGINEERS CAP.
 BJ0826
 BJ0826                          STATION RECOVERY (1976)
 BJ0826
 BJ0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0826'0.4 MILE NORTH ALONG STATE HIGHWAY 75 FROM THE GRAND RIVER BRIDGE, 0.1
 BJ0826'MILE SOUTH OF THE CENTER OF A CURVE, AT THE JUNCTION OF A DRIVE TO AN
 BJ0826'ABANDONED STORE, 106 FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0826'23.2 FT SOUTHEAST OF THE EAST CORNER OF A HOUSE, 49.3 FT SOUTHEAST OF
 BJ0826'THE EAST CORNER OF CONCRETE BLOCK STORE BUILDING, 3.5 FT WEST OF A
 BJ0826'TREE, 98 FT WEST OF POWER LINE POLE NUMBER 84 WITH A TRANSFORMER, 3.5
 BJ0826'FT NORTH OF A TREE, A COPPER BOLT SET IN A CONCRETE SLAB ABOUT 3 FT
 BJ0826'BELOW THE LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0826'METAL PIPE BEARING A CAP WHICH PROJECTS 1.0 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1266 ***********************************************************************
 CQ1266  DESIGNATION -  39 CAP
 CQ1266  PID         -  CQ1266
 CQ1266  STATE/COUNTY-  LA/WEBSTER
 CQ1266  USGS QUAD   -  ADA (1986)
 CQ1266
 CQ1266                         *CURRENT SURVEY CONTROL
 CQ1266  ___________________________________________________________________
 CQ1266* NAD 83(1986)-  32 32 17.     (N)    093 14 33.     (W)     SCALED    
 CQ1266* NAVD 88     -        79.357  (meters)     260.36   (feet)  ADJUSTED  
 CQ1266  ___________________________________________________________________
 CQ1266  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1266  DYNAMIC HT  -          79.269 (meters)     260.07  (feet)  COMP
 CQ1266  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 CQ1266
 CQ1266  VERT ORDER  -  FIRST     CLASS I
 CQ1266
 CQ1266.The horizontal coordinates were scaled from a topographic map and have
 CQ1266.an estimated accuracy of +/- 6 seconds.
 CQ1266
 CQ1266.The orthometric height was determined by differential leveling
 CQ1266.and adjusted by the National Geodetic Survey in June 1991..
 CQ1266
 CQ1266.The geoid height was determined by GEOID03.
 CQ1266
 CQ1266.The dynamic height is computed by dividing the NAVD 88
 CQ1266.geopotential number by the normal gravity value computed on the
 CQ1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1266.degrees latitude (g = 980.6199 gals.).
 CQ1266
 CQ1266.The modeled gravity was interpolated from observed gravity values.
 CQ1266
 CQ1266;                    North         East    Units  Estimated Accuracy
 CQ1266;SPC LA N     -   226,210.      930,250.      MT  (+/- 180 meters Scaled)
 CQ1266
 CQ1266                          SUPERSEDED SURVEY CONTROL
 CQ1266
 CQ1266  NGVD 29 (??/??/??)   79.436  (m)          260.62   (f) ADJUSTED    1 1
 CQ1266
 CQ1266.Superseded values are not recommended for survey control.
 CQ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1266.See file dsdata.txt to determine how the superseded data were derived.
 CQ1266
 CQ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS772001(NAD 83)
 CQ1266_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1266_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1266
 CQ1266  HISTORY     - Date     Condition        Report By
 CQ1266  HISTORY     - UNK      MONUMENTED       DOD
 CQ1266  HISTORY     - 1969     GOOD             CGS
 CQ1266  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1266
 CQ1266                          STATION DESCRIPTION
 CQ1266
 CQ1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1266'0.15 MI N FROM DUBBERLY.
 CQ1266'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 523 FROM THE POST OFFICE AT
 CQ1266'DUBBERLY, 77 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 155
 CQ1266'YARDS NORTH OF THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 60
 CQ1266'FEET SOUTH OF A FORKED OAK TREE, 32 FEET NORTHWEST OF A LIGHT POLE, 21
 CQ1266'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, ABOUT 3 FEET
 CQ1266'BELOW THE LEVEL OF THE HIGHWAY, A USE CAP ON THE TOP OF A 5-INCH IRON
 CQ1266'PIPE WHICH PROJECTS 24 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 24,
 CQ1266'T 18N, R 9W.
 CQ1266
 CQ1266                          STATION RECOVERY (1977)
 CQ1266
 CQ1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1266'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1970 ***********************************************************************
 BJ1970  DESIGNATION -  39 CAP
 BJ1970  PID         -  BJ1970
 BJ1970  STATE/COUNTY-  LA/IBERVILLE
 BJ1970  USGS QUAD   -  BAYOU SORREL (1992)
 BJ1970
 BJ1970                         *CURRENT SURVEY CONTROL
 BJ1970  ___________________________________________________________________
 BJ1970* NAD 83(1992)-  30 09 37.63661(N)    091 20 10.10320(W)     ADJUSTED  
 BJ1970* NAVD 88     -         2.13   (+/-2cm)       7.0    (feet)  VERTCON   
 BJ1970  ___________________________________________________________________
 BJ1970  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ1970  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ1970
 BJ1970  HORZ ORDER  -  SECOND
 BJ1970  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1970
 BJ1970.The horizontal coordinates were established by classical geodetic methods
 BJ1970.and adjusted by the National Geodetic Survey in January 1993..
 BJ1970
 BJ1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1970.The vertical order pertains to the NGVD 29 superseded value.
 BJ1970
 BJ1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1970
 BJ1970.The geoid height was determined by GEOID03.
 BJ1970
 BJ1970;                    North         East     Units Scale Factor Converg.
 BJ1970;SPC LA S     -   184,052.121   999,729.672   MT  0.99992961   -0 00 05.1
 BJ1970;SPC LA S     -   603,844.33  3,279,946.43   sFT  0.99992961   -0 00 05.1
 BJ1970;UTM  15      - 3,337,734.334   660,227.914   MT  0.99991674   +0 50 10.1
 BJ1970
 BJ1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1970!SPC LA S     -   1.00000391  x   0.99992961  =   0.99993352
 BJ1970!UTM  15      -   1.00000391  x   0.99991674  =   0.99992065
 BJ1970
 BJ1970                          SUPERSEDED SURVEY CONTROL
 BJ1970
 BJ1970  NAD 83(1986)-  30 09 37.65588(N)    091 20 10.10053(W) AD(       ) 2
 BJ1970  NAD 27      -  30 09 36.94217(N)    091 20 09.70902(W) AD(       ) 2
 BJ1970  NGVD 29 (??/??/??)    2.157  (m)            7.08   (f) ADJUSTED    1 2
 BJ1970
 BJ1970.Superseded values are not recommended for survey control.
 BJ1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1970.See file dsdata.txt to determine how the superseded data were derived.
 BJ1970
 BJ1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6022837734(NAD 83)
 BJ1970_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1970_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1970_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1970_STAMPING: PBM 39
 BJ1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1970
 BJ1970  HISTORY     - Date     Condition        Report By
 BJ1970  HISTORY     - 1917     MONUMENTED       CGS
 BJ1970  HISTORY     - 1947     POOR             CGS
 BJ1970  HISTORY     - 1964     GOOD             CGS
 BJ1970
 BJ1970                          STATION DESCRIPTION
 BJ1970
 BJ1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (USE)
 BJ1970'ABOUT 11 MILES SW OF PLAQUEMINE, ON THE LEFT BANK OF THE
 BJ1970'LOWER GRAND RIVER NEAR ITS JUNCTION WITH BAYOU SORREL, ON
 BJ1970'THE LAND SIDE OF A LEVEE, 125 YARDS S OF WHERE A ROAD CLIMBS
 BJ1970'THE LEVEE, 50 YARDS N OF WHERE THE LEVEE MAKES A BEND TO THE
 BJ1970'SE, 75 YARDS S OF D.C. GILCHERISTS HOUSE, 25 YARDS W OF
 BJ1970'L.J. SINONEAUXS HOUSE, AND 9 YARDS E OF THE CENTER OF THE
 BJ1970'ROAD ON THE LEVEE.  THE STATION IS MARKED BY A 6-INCH BRASS
 BJ1970'CAP ON A 6-INCH IRON PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE
 BJ1970'THE GROUND AND IS MARKED U.S.E.D.
 BJ1970
 BJ1970                          STATION RECOVERY (1947)
 BJ1970
 BJ1970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ1970'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 BJ1970'
 BJ1970'STATION DISTURBED.  IRON PIPE DESTROYED IN CONSTRUCTION BUT
 BJ1970'ITS CONCRETE BASE REMAINS.
 BJ1970
 BJ1970                          STATION RECOVERY (1964)
 BJ1970
 BJ1970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1970'0.1 MI SE FROM BAYOU SORREL.
 BJ1970'ABOUT 0.1 MILE SOUTHEAST ALONG STATE ROAD 75 FROM THE FERRY LANDING AT
 BJ1970'BAYOU SORREL, 105 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 49
 BJ1970'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STORE, 22 FEET SOUTHEAST
 BJ1970'OF THE SOUTHEAST CORNER OF A HOUSE, 3.5 FEET NORTHWEST OF A 16-INCH
 BJ1970'HACKBERRY TREE 1.5 FEET NORTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL
 BJ1970'OF THE ROAD, AN IRON PIPE WHICH PROJECTS 1 FOOT AND BEARS A CORPS OF
 BJ1970'ENGINEERS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0539 ***********************************************************************
 BW0539  DESIGNATION -  39 DIETZE BOLT
 BW0539  PID         -  BW0539
 BW0539  STATE/COUNTY-  LA/TENSAS
 BW0539  USGS QUAD   -  ST JOSEPH (1986)
 BW0539
 BW0539                         *CURRENT SURVEY CONTROL
 BW0539  ___________________________________________________________________
 BW0539* NAD 83(1986)-  31 55 45.     (N)    091 13 09.     (W)     SCALED    
 BW0539* NAVD 88     -        22.42   (+/-2cm)      73.6    (feet)  VERTCON   
 BW0539  ___________________________________________________________________
 BW0539  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0539
 BW0539  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0539
 BW0539.The horizontal coordinates were scaled from a topographic map and have
 BW0539.an estimated accuracy of +/- 6 seconds.
 BW0539
 BW0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0539.The vertical order pertains to the NGVD 29 superseded value.
 BW0539
 BW0539.The geoid height was determined by GEOID03.
 BW0539
 BW0539;                    North         East    Units  Estimated Accuracy
 BW0539;SPC LA N     -   159,170.    1,121,110.      MT  (+/- 180 meters Scaled)
 BW0539
 BW0539                          SUPERSEDED SURVEY CONTROL
 BW0539
 BW0539  NGVD 29 (??/??/92)   22.436  (m)           73.61   (f) ADJ UNCH    1 2
 BW0539
 BW0539.Superseded values are not recommended for survey control.
 BW0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0539.See file dsdata.txt to determine how the superseded data were derived.
 BW0539
 BW0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR683339(NAD 83)
 BW0539_MARKER: B = BOLT
 BW0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0539_SP_SET: CONCRETE SLAB
 BW0539_STAMPING: P.B.M. 39
 BW0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0539
 BW0539  HISTORY     - Date     Condition        Report By
 BW0539  HISTORY     - UNK      MONUMENTED       DOD
 BW0539  HISTORY     - 1974     GOOD             LADTD
 BW0539
 BW0539                          STATION DESCRIPTION
 BW0539
 BW0539'DESCRIBED BY LA TRANSP AND DEV 1974
 BW0539'1.6 MI NE FROM ST JOSEPH.
 BW0539'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0539'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0539'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.15 MILES NORTHEAST ALONG
 BW0539'LOUISIANA HIGHWAY 605 TO A DIRT ROAD LEADING SOUTHEAST.  THENCE ABOUT
 BW0539'0.20 MILE SOUTHEAST ALONG THE DIRT ROAD.  IT IS 892.0 FEET EAST OF THE
 BW0539'CENTERLINE OF LOUISIANA HIGHWAY 605, 48.0 FEET SOUTHWEST OF THE
 BW0539'SOUTHWEST CORNER OF A CATTLE GUARD, 12.3 FEET SOUTH OF A FENCE CORNER,
 BW0539'39.0 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTHEAST ON
 BW0539'PROPERTY BELONGING TO PANOLA PLANTATION.  A COPPER BOLT, SET IN TOP OF
 BW0539'A CONCRETE SLAB ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 BW0539'THROUGH AN IRON PIPE PROJECTING 18 INCHES ABOVE THE GROUND AND BEARING
 BW0539'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP STAMPED P.B.M. 39. A
 BW0539'STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0538 ***********************************************************************
 BW0538  DESIGNATION -  39 DIETZE CAP
 BW0538  PID         -  BW0538
 BW0538  STATE/COUNTY-  LA/TENSAS
 BW0538  USGS QUAD   -  ST JOSEPH (1986)
 BW0538
 BW0538                         *CURRENT SURVEY CONTROL
 BW0538  ___________________________________________________________________
 BW0538* NAD 83(1986)-  31 55 45.     (N)    091 13 09.     (W)     SCALED    
 BW0538* NAVD 88     -        23.65   (+/-2cm)      77.6    (feet)  VERTCON   
 BW0538  ___________________________________________________________________
 BW0538  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0538
 BW0538  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0538
 BW0538.The horizontal coordinates were scaled from a topographic map and have
 BW0538.an estimated accuracy of +/- 6 seconds.
 BW0538
 BW0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0538.The vertical order pertains to the NGVD 29 superseded value.
 BW0538
 BW0538.The geoid height was determined by GEOID03.
 BW0538
 BW0538;                    North         East    Units  Estimated Accuracy
 BW0538;SPC LA N     -   159,170.    1,121,110.      MT  (+/- 180 meters Scaled)
 BW0538
 BW0538                          SUPERSEDED SURVEY CONTROL
 BW0538
 BW0538  NGVD 29 (??/??/92)   23.663  (m)           77.63   (f) ADJ UNCH    1 2
 BW0538
 BW0538.Superseded values are not recommended for survey control.
 BW0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0538.See file dsdata.txt to determine how the superseded data were derived.
 BW0538
 BW0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR683339(NAD 83)
 BW0538_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0538_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0538_STAMPING: P.B.M. 39
 BW0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0538
 BW0538  HISTORY     - Date     Condition        Report By
 BW0538  HISTORY     - UNK      MONUMENTED       DOD
 BW0538  HISTORY     - 1974     GOOD             LADTD
 BW0538
 BW0538                          STATION DESCRIPTION
 BW0538
 BW0538'DESCRIBED BY LA TRANSP AND DEV 1974
 BW0538'1.60 MI NE FROM ST JOSEPH.
 BW0538'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0538'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0538'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.15 MILES NORTHEAST ALONG
 BW0538'LOUISIANA HIGHWAY 605 TO A DIRT ROAD LEADING SOUTHEAST.  THENCE ABOUT
 BW0538'0.20 MILE SOUTHEAST ALONG THE DIRT ROAD.  IT IS 892.0 FEET EAST OF THE
 BW0538'CENTERLINE OF LOUISIANA HIGHWAY 605, 48.0 FEET SOUTHWEST OF THE
 BW0538'SOUTHWEST CORNER OF A CATTLE GUARD, 12.3 FEET SOUTH OF A FENCE CORNER,
 BW0538'39.0 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTHEAST ON
 BW0538'PROPERTY BELONGING TO PANOLA PLANTATION.  AN IRON PIPE PROJECTING 18
 BW0538'INCHES ABOVE THE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BW0538'STANDARD CAP STAMPED P.B.M. 39.  A STEEL WITNESS POST IS SET 1.0 FOOT
 BW0538'SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1170 ***********************************************************************
 BK1170  DESIGNATION -  3904 A LAGS
 BK1170  PID         -  BK1170
 BK1170  STATE/COUNTY-  LA/EVANGELINE
 BK1170  USGS QUAD   -  BEAVER (1968)
 BK1170
 BK1170                         *CURRENT SURVEY CONTROL
 BK1170  ___________________________________________________________________
 BK1170* NAD 83(1986)-  30 47 49.     (N)    092 34 55.     (W)     SCALED    
 BK1170* NAVD 88     -        32.13   (+/-2cm)     105.4    (feet)  VERTCON   
 BK1170  ___________________________________________________________________
 BK1170  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK1170
 BK1170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1170
 BK1170.The horizontal coordinates were scaled from a topographic map and have
 BK1170.an estimated accuracy of +/- 6 seconds.
 BK1170
 BK1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1170.The vertical order pertains to the NGVD 29 superseded value.
 BK1170
 BK1170.The geoid height was determined by GEOID03.
 BK1170
 BK1170;                    North         East    Units  Estimated Accuracy
 BK1170;SPC LA S     -   255,260.      880,500.      MT  (+/- 180 meters Scaled)
 BK1170
 BK1170                          SUPERSEDED SURVEY CONTROL
 BK1170
 BK1170  NGVD 29 (??/??/??)   32.104  (m)          105.33   (f) ADJUSTED    2 0
 BK1170
 BK1170.Superseded values are not recommended for survey control.
 BK1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1170.See file dsdata.txt to determine how the superseded data were derived.
 BK1170
 BK1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ399071(NAD 83)
 BK1170_MARKER: DD = SURVEY DISK
 BK1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1170_STAMPING: 3904 A
 BK1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1170+STABILITY: SURFACE MOTION
 BK1170
 BK1170  HISTORY     - Date     Condition        Report By
 BK1170  HISTORY     - UNK      MONUMENTED       LAGS
 BK1170  HISTORY     - 1961     GOOD             CGS
 BK1170
 BK1170                          STATION DESCRIPTION
 BK1170
 BK1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1170'5.6 MI SE FROM OAKDALE.
 BK1170'ABOUT 5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1170'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 16, T 3 S, R 2 W, 0.55
 BK1170'MILE NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 106,
 BK1170'ON THE OUTSIDE OF A CURVE AND 32 FEET SOUTHWEST OF THE CENTER LINE OF
 BK1170'THE HIGHWAY, 81 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 BK1170'DRIVEWAY, 66 FEET NORTHEAST OF A 14-INCH OAK TREE, IN LINE WITH A ROW
 BK1170'OF POWER POLES LEADING NORTHWEST, AND SET IN THE TOP OF A CONCRETE
 BK1170'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1087 ***********************************************************************
 BK1087  DESIGNATION -  3904 LAGS
 BK1087  PID         -  BK1087
 BK1087  STATE/COUNTY-  LA/ALLEN
 BK1087  USGS QUAD   -  GUY (1993)
 BK1087
 BK1087                         *CURRENT SURVEY CONTROL
 BK1087  ___________________________________________________________________
 BK1087* NAD 83(1986)-  30 41 05.     (N)    092 43 52.     (W)     SCALED    
 BK1087* NAVD 88     -        27.335  (meters)      89.68   (feet)  ADJUSTED  
 BK1087  ___________________________________________________________________
 BK1087  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1087  DYNAMIC HT  -          27.300 (meters)      89.57  (feet)  COMP
 BK1087  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 BK1087
 BK1087  VERT ORDER  -  FIRST     CLASS I
 BK1087
 BK1087.The horizontal coordinates were scaled from a topographic map and have
 BK1087.an estimated accuracy of +/- 6 seconds.
 BK1087
 BK1087.The orthometric height was determined by differential leveling
 BK1087.and adjusted by the National Geodetic Survey in February 1994..
 BK1087
 BK1087.The geoid height was determined by GEOID03.
 BK1087
 BK1087.The dynamic height is computed by dividing the NAVD 88
 BK1087.geopotential number by the normal gravity value computed on the
 BK1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1087.degrees latitude (g = 980.6199 gals.).
 BK1087
 BK1087.The modeled gravity was interpolated from observed gravity values.
 BK1087
 BK1087;                    North         East    Units  Estimated Accuracy
 BK1087;SPC LA S     -   242,990.      866,070.      MT  (+/- 180 meters Scaled)
 BK1087
 BK1087                          SUPERSEDED SURVEY CONTROL
 BK1087
 BK1087  NAVD 88 (06/15/91)   27.325  (m)           89.65   (f) UNKNOWN     1 1
 BK1087  NGVD 29 (??/??/??)   27.308  (m)           89.59   (f) ADJUSTED    1 1
 BK1087
 BK1087.Superseded values are not recommended for survey control.
 BK1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1087.See file dsdata.txt to determine how the superseded data were derived.
 BK1087
 BK1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP257946(NAD 83)
 BK1087_MARKER: DD = SURVEY DISK
 BK1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1087_STAMPING: 3904
 BK1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1087+STABILITY: SURFACE MOTION
 BK1087
 BK1087  HISTORY     - Date     Condition        Report By
 BK1087  HISTORY     - UNK      MONUMENTED       LAGS
 BK1087  HISTORY     - 1970     GOOD             NGS
 BK1087
 BK1087                          STATION DESCRIPTION
 BK1087
 BK1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1087'4.8 MI NE FROM OBERLIN.
 BK1087'ABOUT 4.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1087'STATION AT OBERLIN, 73 YARDS SOUTHWEST AND ACROSS U.S. HIGHWAY 165
 BK1087'FROM SEMAPHORE SIGNAL NUMBER 645.7, 149 FEET WEST-NORTHWEST OF THE
 BK1087'NORTHWEST RAIL, 69 1/2 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 BK1087'HIGHWAY, 76 FEET NORTH-NORTHEAST OF THE CENTER OF A METAL GATE, 46
 BK1087'FEET NORTH OF A POWER POLE, 28 FEET NORTH OF A CORNER FENCE POST, 3
 BK1087'FEET NORTH OF A FENCE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 BK1087'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BK1087'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1098 ***********************************************************************
 BK1098  DESIGNATION -  3918 LAGS
 BK1098  PID         -  BK1098
 BK1098  STATE/COUNTY-  LA/ALLEN
 BK1098  USGS QUAD   -  OBERLIN (1994)
 BK1098
 BK1098                         *CURRENT SURVEY CONTROL
 BK1098  ___________________________________________________________________
 BK1098* NAD 83(1986)-  30 37 14.     (N)    092 46 07.     (W)     SCALED    
 BK1098* NAVD 88     -        21.099  (meters)      69.22   (feet)  ADJUSTED  
 BK1098  ___________________________________________________________________
 BK1098  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1098  DYNAMIC HT  -          21.072 (meters)      69.13  (feet)  COMP
 BK1098  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BK1098
 BK1098  VERT ORDER  -  FIRST     CLASS I
 BK1098
 BK1098.The horizontal coordinates were scaled from a topographic map and have
 BK1098.an estimated accuracy of +/- 6 seconds.
 BK1098
 BK1098.The orthometric height was determined by differential leveling
 BK1098.and adjusted by the National Geodetic Survey in February 1994..
 BK1098
 BK1098.The geoid height was determined by GEOID03.
 BK1098
 BK1098.The dynamic height is computed by dividing the NAVD 88
 BK1098.geopotential number by the normal gravity value computed on the
 BK1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1098.degrees latitude (g = 980.6199 gals.).
 BK1098
 BK1098.The modeled gravity was interpolated from observed gravity values.
 BK1098
 BK1098;                    North         East    Units  Estimated Accuracy
 BK1098;SPC LA S     -   235,920.      862,390.      MT  (+/- 180 meters Scaled)
 BK1098
 BK1098                          SUPERSEDED SURVEY CONTROL
 BK1098
 BK1098  NAVD 88 (06/15/91)   21.087  (m)           69.18   (f) UNKNOWN     1 1
 BK1098  NGVD 29 (??/??/??)   21.070  (m)           69.13   (f) ADJUSTED    1 1
 BK1098
 BK1098.Superseded values are not recommended for survey control.
 BK1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1098.See file dsdata.txt to determine how the superseded data were derived.
 BK1098
 BK1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP221875(NAD 83)
 BK1098_MARKER: DD = SURVEY DISK
 BK1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1098_STAMPING: 3918
 BK1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1098+STABILITY: SURFACE MOTION
 BK1098
 BK1098  HISTORY     - Date     Condition        Report By
 BK1098  HISTORY     - UNK      MONUMENTED       LAGS
 BK1098  HISTORY     - 1970     GOOD             NGS
 BK1098  HISTORY     - 19850423 MARK NOT FOUND   USPSQD
 BK1098
 BK1098                          STATION DESCRIPTION
 BK1098
 BK1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1098'0.3 MI W FROM OBERLIN.
 BK1098'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 26 FROM THE MISSOURI PACIFIC
 BK1098'RAILROAD STATION AT OBERLIN, 74 1/2 FEET EAST OF THE NORTHEAST CORNER
 BK1098'OF THE ALLEN PARRISH COURTHOUSE, 56 1/2 FEET NORTH OF THE NORTH EDGE
 BK1098'OF A CONCRETE WALKWAY WHICH LEADS TO THE EAST ENTRANCE OF THE
 BK1098'COURTHOUSE, 33 1/2 FEET NORTH OF A 30-INCH OAK TREE, 11 FEET WEST OF
 BK1098'THE WEST EDGE OF A PAVED PARKING AREA, 69 FEET EAST OF BENCH MARK P
 BK1098'16, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 BK1098'SURFACE OF THE GROUND.
 BK1098
 BK1098                          STATION RECOVERY (1985)
 BK1098
 BK1098'RECOVERY NOTE BY US POWER SQUADRON 1985 (DFP)
 BK1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1165 ***********************************************************************
 BK1165  DESIGNATION -  3997 LAGS
 BK1165  PID         -  BK1165
 BK1165  STATE/COUNTY-  LA/ALLEN
 BK1165  USGS QUAD   -  OAKDALE (1993)
 BK1165
 BK1165                         *CURRENT SURVEY CONTROL
 BK1165  ___________________________________________________________________
 BK1165* NAD 83(1986)-  30 48 28.     (N)    092 38 45.     (W)     SCALED    
 BK1165* NAVD 88     -        36.77   (+/-2cm)     120.6    (feet)  VERTCON   
 BK1165  ___________________________________________________________________
 BK1165  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK1165
 BK1165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1165
 BK1165.The horizontal coordinates were scaled from a topographic map and have
 BK1165.an estimated accuracy of +/- 6 seconds.
 BK1165
 BK1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1165.The vertical order pertains to the NGVD 29 superseded value.
 BK1165
 BK1165.The geoid height was determined by GEOID03.
 BK1165
 BK1165;                    North         East    Units  Estimated Accuracy
 BK1165;SPC LA S     -   256,530.      874,400.      MT  (+/- 180 meters Scaled)
 BK1165
 BK1165                          SUPERSEDED SURVEY CONTROL
 BK1165
 BK1165  NGVD 29 (??/??/??)   36.744  (m)          120.55   (f) ADJUSTED    2 0
 BK1165
 BK1165.Superseded values are not recommended for survey control.
 BK1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1165.See file dsdata.txt to determine how the superseded data were derived.
 BK1165
 BK1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ338083(NAD 83)
 BK1165_MARKER: DD = SURVEY DISK
 BK1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1165_STAMPING: 3997
 BK1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1165+STABILITY: SURFACE MOTION
 BK1165
 BK1165  HISTORY     - Date     Condition        Report By
 BK1165  HISTORY     - UNK      MONUMENTED       LAGS
 BK1165  HISTORY     - 1961     GOOD             CGS
 BK1165
 BK1165                          STATION DESCRIPTION
 BK1165
 BK1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1165'1.6 MI SE FROM OAKDALE.
 BK1165'ABOUT 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1165'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 11, T 3 S, R 3 W, 0.2
 BK1165'MILE SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 372,
 BK1165'28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH THE
 BK1165'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 56 FEET NORTH OF AND ACROSS
 BK1165'THE HIGHWAY FROM A LIGHT POLE, 33 FEET WEST OF A LONE 18-INCH PINE
 BK1165'TREE, 2 FEET SOUTH OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 BK1165'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5083 ***********************************************************************
 BJ5083  DESIGNATION -  3A001 LDH 1972
 BJ5083  PID         -  BJ5083
 BJ5083  STATE/COUNTY-  LA/ASCENSION
 BJ5083  USGS QUAD   -  CARVILLE (1992)
 BJ5083
 BJ5083                         *CURRENT SURVEY CONTROL
 BJ5083  ___________________________________________________________________
 BJ5083* NAD 83(1992)-  30 13 34.59730(N)    091 00 52.00591(W)     ADJUSTED  
 BJ5083* NAVD 88     -         6.5  **(meters)      21.   **(feet)  VERTCON   
 BJ5083  **This station is located in a subsidence area (see below).
 BJ5083  ___________________________________________________________________
 BJ5083  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ5083  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ5083
 BJ5083  HORZ ORDER  -  SECOND
 BJ5083
 BJ5083.The horizontal coordinates were established by classical geodetic methods
 BJ5083.and adjusted by the National Geodetic Survey in January 1993..
 BJ5083
 BJ5083 ** The orthometric height has not been validated since last determined
 BJ5083 ** by differential leveling and should not be used for control purposes.
 BJ5083 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5083 ** area with valid NAVD 88 orthometric heights.
 BJ5083 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5083 ** epoch indicated which incorporates improved geoid heights for the
 BJ5083 ** Southern Louisiana Subsidence area.
 BJ5083 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5083
 BJ5083.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5083
 BJ5083.The geoid height was determined by GEOID03.
 BJ5083
 BJ5083;                    North         East     Units Scale Factor Converg.
 BJ5083;SPC LA S     -   191,391.119 1,030,696.120   MT  0.99993345   +0 09 34.0
 BJ5083;SPC LA S     -   627,922.36  3,381,542.19   sFT  0.99993345   +0 09 34.0
 BJ5083;UTM  15      - 3,345,526.332   691,085.138   MT  1.00005049   +0 59 59.5
 BJ5083
 BJ5083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5083!SPC LA S     -   1.00000320  x   0.99993345  =   0.99993665
 BJ5083!UTM  15      -   1.00000320  x   1.00005049  =   1.00005369
 BJ5083
 BJ5083:                Primary Azimuth Mark                     Grid Az
 BJ5083:SPC LA S     -  RAY LDH 1970 AZ MK                       137 17 11.6
 BJ5083:UTM  15      -  RAY LDH 1970 AZ MK                       136 26 46.1
 BJ5083
 BJ5083|---------------------------------------------------------------------|
 BJ5083| PID    Reference Object                     Distance      Geod. Az  |
 BJ5083|                                                           dddmmss.s |
 BJ5083| BJ5082 RAY LDH 1970 AZ MK                  APPROX. 0.5 KM 1372645.6 |
 BJ5083|---------------------------------------------------------------------|
 BJ5083
 BJ5083                          SUPERSEDED SURVEY CONTROL
 BJ5083
 BJ5083  NAD 83(1986)-  30 13 34.61493(N)    091 00 52.00532(W) AD(       ) 2
 BJ5083  NAD 27      -  30 13 33.91044(N)    091 00 51.64181(W) AD(       ) 2
 BJ5083  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 BJ5083
 BJ5083.Superseded values are not recommended for survey control.
 BJ5083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5083.See file dsdata.txt to determine how the superseded data were derived.
 BJ5083
 BJ5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9108545526(NAD 83)
 BJ5083_MARKER: DD = SURVEY DISK
 BJ5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5083+STABILITY: SURFACE MOTION
 BJ5083
 BJ5083  HISTORY     - Date     Condition        Report By
 BJ5083  HISTORY     - 1972     MONUMENTED       LADH
 BJ5083
 BJ5083                          STATION DESCRIPTION
 BJ5083
 BJ5083'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ5083'THE STATION IS LOCATED 1.7 MILES NORTH-NORTHEAST OF GEISMAR, 5.5
 BJ5083'MILES WEST-SOUTHWEST OF GONZALES, AND 8.5 MILES NORTHWEST OF
 BJ5083'DONALDSONVILLE, IN THE SOUTHWEST QUARTER OF SECTION 29, T9S, R2E.
 BJ5083'
 BJ5083'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 AND 30,
 BJ5083'GO NORTHWEST ALONG STATE HIGHWAY 30 FOR 0.7 MILE TO A CONCRETE BOX
 BJ5083'DRAIN AND THE STATION WHICH IS SET ON THE RIGHT AND NORTHEAST OF
 BJ5083'THE HIGHWAY NEAR THE HEADWALL ON THE DRAIN.
 BJ5083'
 BJ5083'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5083'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5083'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS STAMPED
 BJ5083'3A001.  IT IS 69 FEET WEST-NORTHWEST OF A POWER POLE, 34 FEET
 BJ5083'SOUTHWEST OF A FENCE, 27 FEET NORTHEAST OF THE CENTER OF STATE
 BJ5083'HIGHWAY 30, 1.5 FEET SOUTHWEST OF A BOX CULVERT, AND 1.5 FEET
 BJ5083'NORTHWEST OF A METAL WITNESS POST.
 BJ5083'
 BJ5083'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5084 ***********************************************************************
 BJ5084  DESIGNATION -  3A002 LDH 1972
 BJ5084  PID         -  BJ5084
 BJ5084  STATE/COUNTY-  LA/ASCENSION
 BJ5084  USGS QUAD   -  CARVILLE (1992)
 BJ5084
 BJ5084                         *CURRENT SURVEY CONTROL
 BJ5084  ___________________________________________________________________
 BJ5084* NAD 83(1992)-  30 13 48.79178(N)    091 01 08.02052(W)     ADJUSTED  
 BJ5084* NAVD 88     -         7.0  **(meters)      23.   **(feet)  VERTCON   
 BJ5084  **This station is located in a subsidence area (see below).
 BJ5084  ___________________________________________________________________
 BJ5084  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ5084  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ5084
 BJ5084  HORZ ORDER  -  SECOND
 BJ5084
 BJ5084.The horizontal coordinates were established by classical geodetic methods
 BJ5084.and adjusted by the National Geodetic Survey in January 1993..
 BJ5084
 BJ5084 ** The orthometric height has not been validated since last determined
 BJ5084 ** by differential leveling and should not be used for control purposes.
 BJ5084 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5084 ** area with valid NAVD 88 orthometric heights.
 BJ5084 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5084 ** epoch indicated which incorporates improved geoid heights for the
 BJ5084 ** Southern Louisiana Subsidence area.
 BJ5084 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5084
 BJ5084.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5084
 BJ5084.The geoid height was determined by GEOID03.
 BJ5084
 BJ5084;                    North         East     Units Scale Factor Converg.
 BJ5084;SPC LA S     -   191,827.002 1,030,266.708   MT  0.99993372   +0 09 26.0
 BJ5084;SPC LA S     -   629,352.42  3,380,133.36   sFT  0.99993372   +0 09 26.0
 BJ5084;UTM  15      - 3,345,955.918   690,649.328   MT  1.00004844   +0 59 51.9
 BJ5084
 BJ5084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5084!SPC LA S     -   1.00000312  x   0.99993372  =   0.99993684
 BJ5084!UTM  15      -   1.00000312  x   1.00004844  =   1.00005156
 BJ5084
 BJ5084:                Primary Azimuth Mark                     Grid Az
 BJ5084:SPC LA S     -  3A003 LDH 1972                           311 22 14.2
 BJ5084:UTM  15      -  3A003 LDH 1972                           310 31 48.3
 BJ5084
 BJ5084|---------------------------------------------------------------------|
 BJ5084| PID    Reference Object                     Distance      Geod. Az  |
 BJ5084|                                                           dddmmss.s |
 BJ5084| BJ5085 3A003 LDH 1972                      APPROX. 0.9 KM 3113140.2 |
 BJ5084|---------------------------------------------------------------------|
 BJ5084
 BJ5084                          SUPERSEDED SURVEY CONTROL
 BJ5084
 BJ5084  NAD 83(1986)-  30 13 48.80942(N)    091 01 08.01992(W) AD(       ) 2
 BJ5084  NAD 27      -  30 13 48.10538(N)    091 01 07.65600(W) AD(       ) 2
 BJ5084  NGVD 29 (07/19/86)    7.1    (m)           23.     (f) VERT ANG       
 BJ5084
 BJ5084.Superseded values are not recommended for survey control.
 BJ5084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5084.See file dsdata.txt to determine how the superseded data were derived.
 BJ5084
 BJ5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9064945956(NAD 83)
 BJ5084_MARKER: DD = SURVEY DISK
 BJ5084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5084+STABILITY: SURFACE MOTION
 BJ5084
 BJ5084  HISTORY     - Date     Condition        Report By
 BJ5084  HISTORY     - 1972     MONUMENTED       LADH
 BJ5084
 BJ5084                          STATION DESCRIPTION
 BJ5084
 BJ5084'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ5084'THE STATION IS LOCATED 1.9 MILES NORTH-NORTHEAST OF GEISMAR, 6 MILES
 BJ5084'WEST-SOUTHWEST OF GONZALES, AND 9 MILES NORTHWEST OF DONALDSONVILLE,
 BJ5084'IN THE NORTHWEST QUARTER OF SECTION 29, T9S, R2E.
 BJ5084'
 BJ5084'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 AND 30, GO
 BJ5084'NORTHWEST ALONG STATE HIGHWAY 30 FOR 1.1 MILES TO THE STATION, WHICH
 BJ5084'IS SET ON THE RIGHT AND NORTHEAST OF THE HIGHWAY NEAR A FENCE.
 BJ5084'
 BJ5084'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5084'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5084'CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS
 BJ5084'STAMPED 3A002.  IT IS 59 FEET EAST-NORTHEAST OF THE CENTER OF STATE
 BJ5084'HIGHWAY 30, 36 FEET SOUTH SOUTHEAST OF THE CENTER OF A METAL GATE,
 BJ5084'26 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE SIDE DRAIN, 7
 BJ5084'FEET NORTHWEST OF A METAL WITNESS POST, AND 3 FEET SOUTHWEST OF A
 BJ5084'FENCE.
 BJ5084'
 BJ5084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5085 ***********************************************************************
 BJ5085  DESIGNATION -  3A003 LDH 1972
 BJ5085  PID         -  BJ5085
 BJ5085  STATE/COUNTY-  LA/ASCENSION
 BJ5085  USGS QUAD   -  CARVILLE (1992)
 BJ5085
 BJ5085                         *CURRENT SURVEY CONTROL
 BJ5085  ___________________________________________________________________
 BJ5085* NAD 83(1992)-  30 14 07.13353(N)    091 01 31.87369(W)     ADJUSTED  
 BJ5085* NAVD 88     -         4.8  **(meters)      16.   **(feet)  VERTCON   
 BJ5085  **This station is located in a subsidence area (see below).
 BJ5085  ___________________________________________________________________
 BJ5085  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ5085  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ5085
 BJ5085  HORZ ORDER  -  SECOND
 BJ5085
 BJ5085.The horizontal coordinates were established by classical geodetic methods
 BJ5085.and adjusted by the National Geodetic Survey in January 1993..
 BJ5085
 BJ5085 ** The orthometric height has not been validated since last determined
 BJ5085 ** by differential leveling and should not be used for control purposes.
 BJ5085 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5085 ** area with valid NAVD 88 orthometric heights.
 BJ5085 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5085 ** epoch indicated which incorporates improved geoid heights for the
 BJ5085 ** Southern Louisiana Subsidence area.
 BJ5085 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5085
 BJ5085.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5085
 BJ5085.The geoid height was determined by GEOID03.
 BJ5085
 BJ5085;                    North         East     Units Scale Factor Converg.
 BJ5085;SPC LA S     -   192,390.036 1,029,627.410   MT  0.99993408   +0 09 14.1
 BJ5085;SPC LA S     -   631,199.64  3,378,035.93   sFT  0.99993408   +0 09 14.1
 BJ5085;UTM  15      - 3,346,509.576   690,001.766   MT  1.00004539   +0 59 40.4
 BJ5085
 BJ5085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5085!SPC LA S     -   1.00000347  x   0.99993408  =   0.99993755
 BJ5085!UTM  15      -   1.00000347  x   1.00004539  =   1.00004886
 BJ5085
 BJ5085:                Primary Azimuth Mark                     Grid Az
 BJ5085:SPC LA S     -  3A004 LDH 1972                           287 15 36.1
 BJ5085:UTM  15      -  3A004 LDH 1972                           286 25 09.8
 BJ5085
 BJ5085|---------------------------------------------------------------------|
 BJ5085| PID    Reference Object                     Distance      Geod. Az  |
 BJ5085|                                                           dddmmss.s |
 BJ5085| BJ5086 3A004 LDH 1972                      APPROX. 1.9 KM 2872450.2 |
 BJ5085|---------------------------------------------------------------------|
 BJ5085
 BJ5085                          SUPERSEDED SURVEY CONTROL
 BJ5085
 BJ5085  NAD 83(1986)-  30 14 07.15117(N)    091 01 31.87309(W) AD(       ) 2
 BJ5085  NAD 27      -  30 14 06.44768(N)    091 01 31.50849(W) AD(       ) 2
 BJ5085  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 BJ5085
 BJ5085.Superseded values are not recommended for survey control.
 BJ5085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5085.See file dsdata.txt to determine how the superseded data were derived.
 BJ5085
 BJ5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9000246510(NAD 83)
 BJ5085_MARKER: DD = SURVEY DISK
 BJ5085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5085+STABILITY: SURFACE MOTION
 BJ5085
 BJ5085  HISTORY     - Date     Condition        Report By
 BJ5085  HISTORY     - 1972     MONUMENTED       LADH
 BJ5085
 BJ5085                          STATION DESCRIPTION
 BJ5085
 BJ5085'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ5085'THE STATION IS LOCATED 2.2 MILES NORTH-NORTHWEST OF GEISMAR, 6.5
 BJ5085'MILES WEST OF GONZALES, AND 9.3 MILES NORTHWEST OF DONALDSONVILLE, IN
 BJ5085'THE NORTHEAST QUARTER OF SECTION 31, T9S, R2E.
 BJ5085'
 BJ5085'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 AND 30 AT
 BJ5085'GEISMAR, GO NORTHWEST ON STATE HIGHWAY 30 FOR 1.6 MILES TO THE
 BJ5085'STATION WHICH IS SET ON THE RIGHT AND NORTHEAST SIDE OF THE HIGHWAY
 BJ5085'NEAR THE RIGHT-OF-WAY FENCE.
 BJ5085'
 BJ5085'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5085'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5085'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS STAMPED
 BJ5085'3A003.  IT IS 125 FEET EAST OF THE SOUTHEAST END OF THE NEW RIVER
 BJ5085'BRIDGE, 99 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 30, 38
 BJ5085'FEET SOUTH OF A 24-INCH LIVE OAK TREE, 2.5 FEET SOUTHWEST OF THE
 BJ5085'FENCE, AND 2.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 BJ5085'
 BJ5085'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5086 ***********************************************************************
 BJ5086  DESIGNATION -  3A004 LDH 1972
 BJ5086  PID         -  BJ5086
 BJ5086  STATE/COUNTY-  LA/ASCENSION
 BJ5086  USGS QUAD   -  CARVILLE (1992)
 BJ5086
 BJ5086                         *CURRENT SURVEY CONTROL
 BJ5086  ___________________________________________________________________
 BJ5086* NAD 83(1992)-  30 14 25.73657(N)    091 02 40.20255(W)     ADJUSTED  
 BJ5086* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 BJ5086  **This station is located in a subsidence area (see below).
 BJ5086  ___________________________________________________________________
 BJ5086  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 BJ5086  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ5086
 BJ5086  HORZ ORDER  -  SECOND
 BJ5086
 BJ5086.The horizontal coordinates were established by classical geodetic methods
 BJ5086.and adjusted by the National Geodetic Survey in January 1993..
 BJ5086
 BJ5086 ** The orthometric height has not been validated since last determined
 BJ5086 ** by differential leveling and should not be used for control purposes.
 BJ5086 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5086 ** area with valid NAVD 88 orthometric heights.
 BJ5086 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5086 ** epoch indicated which incorporates improved geoid heights for the
 BJ5086 ** Southern Louisiana Subsidence area.
 BJ5086 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5086
 BJ5086.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5086
 BJ5086.The geoid height was determined by GEOID03.
 BJ5086
 BJ5086;                    North         East     Units Scale Factor Converg.
 BJ5086;SPC LA S     -   192,958.093 1,027,799.096   MT  0.99993445   +0 08 39.9
 BJ5086;SPC LA S     -   633,063.34  3,372,037.53   sFT  0.99993445   +0 08 39.9
 BJ5086;UTM  15      - 3,347,050.804   688,165.118   MT  1.00003682   +0 59 06.5
 BJ5086
 BJ5086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5086!SPC LA S     -   1.00000328  x   0.99993445  =   0.99993773
 BJ5086!UTM  15      -   1.00000328  x   1.00003682  =   1.00004010
 BJ5086
 BJ5086:                Primary Azimuth Mark                     Grid Az
 BJ5086:SPC LA S     -  3A005 LDH 1972                           286 01 42.8
 BJ5086:UTM  15      -  3A005 LDH 1972                           285 11 16.2
 BJ5086
 BJ5086|---------------------------------------------------------------------|
 BJ5086| PID    Reference Object                     Distance      Geod. Az  |
 BJ5086|                                                           dddmmss.s |
 BJ5086| BJ5087 3A005 LDH 1972                      APPROX. 1.3 KM 2861022.7 |
 BJ5086|---------------------------------------------------------------------|
 BJ5086
 BJ5086                          SUPERSEDED SURVEY CONTROL
 BJ5086
 BJ5086  NAD 83(1986)-  30 14 25.75423(N)    091 02 40.20191(W) AD(       ) 2
 BJ5086  NAD 27      -  30 14 25.05144(N)    091 02 39.83533(W) AD(       ) 2
 BJ5086  NGVD 29 (07/19/86)    6.1    (m)           20.     (f) VERT ANG       
 BJ5086
 BJ5086.Superseded values are not recommended for survey control.
 BJ5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5086.See file dsdata.txt to determine how the superseded data were derived.
 BJ5086
 BJ5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8816547051(NAD 83)
 BJ5086_MARKER: DD = SURVEY DISK
 BJ5086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5086+STABILITY: SURFACE MOTION
 BJ5086
 BJ5086  HISTORY     - Date     Condition        Report By
 BJ5086  HISTORY     - 1972     MONUMENTED       LADH
 BJ5086
 BJ5086                          STATION DESCRIPTION
 BJ5086
 BJ5086'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ5086'THE STATION IS LOCATED 3 MILES NORTHWEST OF GEISMAR, 7.5 MILES WEST
 BJ5086'OF GONZALES, AND 3.7 MILES SOUTHEAST OF ST. GABRIEL, IN THE NORTHEAST
 BJ5086'QUARTER OF SECTION 55, T9S, R2E.
 BJ5086'
 BJ5086'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND 3115,
 BJ5086'GO SOUTHWEST ALONG STATE HIGHWAY 30 FOR 0.4 MILE TO THE STATION,
 BJ5086'WHICH IS SET ON THE LEFT AND NORTHEAST OF THE HIGHWAY NEAR A WILLOW
 BJ5086'TREE.
 BJ5086'
 BJ5086'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5086'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5086'CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS
 BJ5086'STAMPED 3A004.  IT IS 47 FEET EAST-NORTHEAST OF THE CENTER OF STATE
 BJ5086'HIGHWAY 30, 25 FEET SOUTHWEST OF A 10-INCH WILLOW TREE, AND 2 FEET
 BJ5086'NORTHWEST OF A METAL WITNESS POST.
 BJ5086'
 BJ5086'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5087 ***********************************************************************
 BJ5087  DESIGNATION -  3A005 LDH 1972
 BJ5087  PID         -  BJ5087
 BJ5087  STATE/COUNTY-  LA/IBERVILLE
 BJ5087  USGS QUAD   -  CARVILLE (1992)
 BJ5087
 BJ5087                         *CURRENT SURVEY CONTROL
 BJ5087  ___________________________________________________________________
 BJ5087* NAD 83(1992)-  30 14 37.57987(N)    091 03 27.24613(W)     ADJUSTED  
 BJ5087* NAVD 88     -         5.6  **(meters)      18.   **(feet)  VERTCON   
 BJ5087  **This station is located in a subsidence area (see below).
 BJ5087  ___________________________________________________________________
 BJ5087  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ5087  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ5087
 BJ5087  HORZ ORDER  -  SECOND
 BJ5087
 BJ5087.The horizontal coordinates were established by classical geodetic methods
 BJ5087.and adjusted by the National Geodetic Survey in January 1993..
 BJ5087
 BJ5087 ** The orthometric height has not been validated since last determined
 BJ5087 ** by differential leveling and should not be used for control purposes.
 BJ5087 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5087 ** area with valid NAVD 88 orthometric heights.
 BJ5087 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5087 ** epoch indicated which incorporates improved geoid heights for the
 BJ5087 ** Southern Louisiana Subsidence area.
 BJ5087 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5087
 BJ5087.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5087
 BJ5087.The geoid height was determined by GEOID03.
 BJ5087
 BJ5087;                    North         East     Units Scale Factor Converg.
 BJ5087;SPC LA S     -   193,319.666 1,026,540.506   MT  0.99993469   +0 08 16.4
 BJ5087;SPC LA S     -   634,249.60  3,367,908.31   sFT  0.99993469   +0 08 16.4
 BJ5087;UTM  15      - 3,347,393.904   686,901.232   MT  1.00003097   +0 58 43.1
 BJ5087
 BJ5087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5087!SPC LA S     -   1.00000335  x   0.99993469  =   0.99993804
 BJ5087!UTM  15      -   1.00000335  x   1.00003097  =   1.00003432
 BJ5087
 BJ5087:                Primary Azimuth Mark                     Grid Az
 BJ5087:SPC LA S     -  3A003 LDH 1972                           106 45 35.1
 BJ5087:UTM  15      -  3A003 LDH 1972                           105 55 08.4
 BJ5087
 BJ5087|---------------------------------------------------------------------|
 BJ5087| PID    Reference Object                     Distance      Geod. Az  |
 BJ5087|                                                           dddmmss.s |
 BJ5087| BJ5085 3A003 LDH 1972                      APPROX. 3.2 KM 1065351.5 |
 BJ5087|---------------------------------------------------------------------|
 BJ5087
 BJ5087                          SUPERSEDED SURVEY CONTROL
 BJ5087
 BJ5087  NAD 83(1986)-  30 14 37.59756(N)    091 03 27.24546(W) AD(       ) 2
 BJ5087  NAD 27      -  30 14 36.89526(N)    091 03 26.87741(W) AD(       ) 2
 BJ5087  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 BJ5087
 BJ5087.Superseded values are not recommended for survey control.
 BJ5087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5087.See file dsdata.txt to determine how the superseded data were derived.
 BJ5087
 BJ5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8690147394(NAD 83)
 BJ5087_MARKER: DD = SURVEY DISK
 BJ5087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5087+STABILITY: SURFACE MOTION
 BJ5087
 BJ5087  HISTORY     - Date     Condition        Report By
 BJ5087  HISTORY     - 1972     MONUMENTED       LADH
 BJ5087
 BJ5087                          STATION DESCRIPTION
 BJ5087
 BJ5087'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ5087'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF GEISMAR, 8.5 MILES
 BJ5087'WEST NORTHWEST OF GONZALES, AND 2.8 MILES SOUTHEAST OF ST. GABRIEL,
 BJ5087'IN THE NORTHWEST QUARTER OF SECTION 91, T9S, R1E.
 BJ5087'
 BJ5087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74 AND 30 IN
 BJ5087'ST. GABRIEL, GO SOUTHEAST ON STATE HIGHWAY 30 FOR 2.7 MILES TO THE
 BJ5087'BAYOU BRAUD BRIDGE AND THE STATION WHICH IS SET NEAR THE SOUTHEAST
 BJ5087'END OF THE BRIDGE.
 BJ5087'
 BJ5087'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5087'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5087'CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS
 BJ5087'STAMPED 3A005.  IT IS 34 FEET SOUTHWEST OF A FENCE, 27 FEET
 BJ5087'EAST-NORTHEAST OF THE SOUTHEAST END OF THE BAYOU BRAUD BRIDGE, 9
 BJ5087'FEET EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 30, AND 8 FEET
 BJ5087'EAST OF A METAL WITNESS POST.
 BJ5087'
 BJ5087'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5088 ***********************************************************************
 BJ5088  DESIGNATION -  3A006 LDH 1972
 BJ5088  PID         -  BJ5088
 BJ5088  STATE/COUNTY-  LA/IBERVILLE
 BJ5088  USGS QUAD   -  CARVILLE (1992)
 BJ5088
 BJ5088                         *CURRENT SURVEY CONTROL
 BJ5088  ___________________________________________________________________
 BJ5088* NAD 83(1992)-  30 14 54.86516(N)    091 04 33.39472(W)     ADJUSTED  
 BJ5088* NAVD 88     -         3.2  **(meters)      10.   **(feet)  VERTCON   
 BJ5088  **This station is located in a subsidence area (see below).
 BJ5088  ___________________________________________________________________
 BJ5088  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ5088  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ5088
 BJ5088  HORZ ORDER  -  SECOND
 BJ5088
 BJ5088.The horizontal coordinates were established by classical geodetic methods
 BJ5088.and adjusted by the National Geodetic Survey in January 1993..
 BJ5088
 BJ5088 ** The orthometric height has not been validated since last determined
 BJ5088 ** by differential leveling and should not be used for control purposes.
 BJ5088 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5088 ** area with valid NAVD 88 orthometric heights.
 BJ5088 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5088 ** epoch indicated which incorporates improved geoid heights for the
 BJ5088 ** Southern Louisiana Subsidence area.
 BJ5088 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5088
 BJ5088.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5088
 BJ5088.The geoid height was determined by GEOID03.
 BJ5088
 BJ5088;                    North         East     Units Scale Factor Converg.
 BJ5088;SPC LA S     -   193,847.790 1,024,770.882   MT  0.99993505   +0 07 43.3
 BJ5088;SPC LA S     -   635,982.29  3,362,102.47   sFT  0.99993505   +0 07 43.3
 BJ5088;UTM  15      - 3,347,896.051   685,123.886   MT  1.00002282   +0 58 10.3
 BJ5088
 BJ5088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5088!SPC LA S     -   1.00000373  x   0.99993505  =   0.99993878
 BJ5088!UTM  15      -   1.00000373  x   1.00002282  =   1.00002655
 BJ5088
 BJ5088:                Primary Azimuth Mark                     Grid Az
 BJ5088:SPC LA S     -  3A007 LDH 1972                           285 09 42.7
 BJ5088:UTM  15      -  3A007 LDH 1972                           284 19 15.7
 BJ5088
 BJ5088|---------------------------------------------------------------------|
 BJ5088| PID    Reference Object                     Distance      Geod. Az  |
 BJ5088|                                                           dddmmss.s |
 BJ5088| BJ4981 3A007 LDH 1972                      APPROX. 1.7 KM 2851726.0 |
 BJ5088|---------------------------------------------------------------------|
 BJ5088
 BJ5088                          SUPERSEDED SURVEY CONTROL
 BJ5088
 BJ5088  NAD 83(1986)-  30 14 54.88287(N)    091 04 33.39401(W) AD(       ) 2
 BJ5088  NAD 27      -  30 14 54.18135(N)    091 04 33.02397(W) AD(       ) 2
 BJ5088  NGVD 29 (07/19/86)    3.3    (m)           11.     (f) VERT ANG       
 BJ5088
 BJ5088.Superseded values are not recommended for survey control.
 BJ5088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5088.See file dsdata.txt to determine how the superseded data were derived.
 BJ5088
 BJ5088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8512447896(NAD 83)
 BJ5088_MARKER: DD = SURVEY DISK
 BJ5088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5088+STABILITY: SURFACE MOTION
 BJ5088
 BJ5088  HISTORY     - Date     Condition        Report By
 BJ5088  HISTORY     - 1972     MONUMENTED       LADH
 BJ5088
 BJ5088                          STATION DESCRIPTION
 BJ5088
 BJ5088'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ5088'THE STATION IS LOCATED 4.5 MILES NORTHWEST OF GEISMAR, 9.5 MILES
 BJ5088'WEST-NORTHWEST OF GONZALES, AND 1.5 MILES SOUTHEAST OF ST. GABRIEL,
 BJ5088'IN THE NORTHEAST QUARTER OF SECTION 31, T9S, R1E.
 BJ5088'
 BJ5088'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74 AND 30 IN
 BJ5088'ST. GABRIEL, GO SOUTHEAST ON STATE HIGHWAY 30 FOR 1.5 MILES TO THE
 BJ5088'STATION WHICH IS SET ON THE LEFT AND NORTH OF THE HIGHWAY NEAR THE
 BJ5088'RIGHT-OF-WAY FENCE.
 BJ5088'
 BJ5088'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5088'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5088'CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS
 BJ5088'STAMPED 3A006.  IT IS 89 FEET NORTH OF THE CENTER OF THE EAST END
 BJ5088'OF A CONCRETE CULVERT UNDER STATE HIGHWAY 30, 58 FEET
 BJ5088'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 30, 19 FEET SOUTH OF A
 BJ5088'16-INCH GUM TREE, 2 FEET SOUTHWEST OF A FENCE, AND 2 FEET
 BJ5088'NORTHWEST OF A METAL WITNESS POST.
 BJ5088'
 BJ5088'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4981 ***********************************************************************
 BJ4981  DESIGNATION -  3A007 LDH 1972
 BJ4981  PID         -  BJ4981
 BJ4981  STATE/COUNTY-  LA/IBERVILLE
 BJ4981  USGS QUAD   -  ST GABRIEL (1995)
 BJ4981
 BJ4981                         *CURRENT SURVEY CONTROL
 BJ4981  ___________________________________________________________________
 BJ4981* NAD 83(1992)-  30 15 09.25026(N)    091 05 34.01900(W)     ADJUSTED  
 BJ4981* NAVD 88     -         5.3  **(meters)      17.   **(feet)  VERTCON   
 BJ4981  **This station is located in a subsidence area (see below).
 BJ4981  ___________________________________________________________________
 BJ4981  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ4981  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ4981
 BJ4981  HORZ ORDER  -  SECOND
 BJ4981
 BJ4981.The horizontal coordinates were established by classical geodetic methods
 BJ4981.and adjusted by the National Geodetic Survey in January 1993..
 BJ4981
 BJ4981 ** The orthometric height has not been validated since last determined
 BJ4981 ** by differential leveling and should not be used for control purposes.
 BJ4981 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4981 ** area with valid NAVD 88 orthometric heights.
 BJ4981 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4981 ** epoch indicated which incorporates improved geoid heights for the
 BJ4981 ** Southern Louisiana Subsidence area.
 BJ4981 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4981
 BJ4981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4981
 BJ4981.The geoid height was determined by GEOID03.
 BJ4981
 BJ4981;                    North         East     Units Scale Factor Converg.
 BJ4981;SPC LA S     -   194,287.207 1,023,149.289   MT  0.99993536   +0 07 13.0
 BJ4981;SPC LA S     -   637,423.94  3,356,782.29   sFT  0.99993536   +0 07 13.0
 BJ4981;UTM  15      - 3,348,311.658   683,495.883   MT  1.00001541   +0 57 40.1
 BJ4981
 BJ4981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4981!SPC LA S     -   1.00000340  x   0.99993536  =   0.99993876
 BJ4981!UTM  15      -   1.00000340  x   1.00001541  =   1.00001881
 BJ4981
 BJ4981:                Primary Azimuth Mark                     Grid Az
 BJ4981:SPC LA S     -  24A002 LDH 1968                          349 46 19.8
 BJ4981:UTM  15      -  24A002 LDH 1968                          348 55 52.7
 BJ4981
 BJ4981|---------------------------------------------------------------------|
 BJ4981| PID    Reference Object                     Distance      Geod. Az  |
 BJ4981|                                                           dddmmss.s |
 BJ4981| BJ4982 24A002 LDH 1968                     APPROX. 0.6 KM 3495332.8 |
 BJ4981|---------------------------------------------------------------------|
 BJ4981
 BJ4981                          SUPERSEDED SURVEY CONTROL
 BJ4981
 BJ4981  NAD 83(1986)-  30 15 09.26800(N)    091 05 34.01827(W) AD(       ) 2
 BJ4981  NAD 27      -  30 15 08.56717(N)    091 05 33.64643(W) AD(       ) 2
 BJ4981  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 BJ4981
 BJ4981.Superseded values are not recommended for survey control.
 BJ4981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4981.See file dsdata.txt to determine how the superseded data were derived.
 BJ4981
 BJ4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8349648312(NAD 83)
 BJ4981_MARKER: DD = SURVEY DISK
 BJ4981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4981+STABILITY: SURFACE MOTION
 BJ4981
 BJ4981  HISTORY     - Date     Condition        Report By
 BJ4981  HISTORY     - 1972     MONUMENTED       LADH
 BJ4981
 BJ4981                          STATION DESCRIPTION
 BJ4981
 BJ4981'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ4981'THE STATION IS LOCATED 0.5 MILES SOUTHEAST OF ST. GABRIEL, 5.5 MILES
 BJ4981'NORTHWEST OF GEISMAR, AND 10.5 MILES WEST-NORTHWEST OF GONZALES, IN
 BJ4981'THE NORTHWEST QUARTER OF SECTION 31, T9S, R1E.
 BJ4981'
 BJ4981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74 AND 30 IN
 BJ4981'ST. GABRIEL, GO SOUTHEAST ON STATE HIGHWAY 30 FOR 0.5 MILE TO THE
 BJ4981'STATION, WHICH IS SET TO THE RIGHT AND SOUTH OF THE HIGHWAY NEAR A
 BJ4981'POWER POLE.
 BJ4981'
 BJ4981'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4981'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ4981'CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS
 BJ4981'STAMPED 3A007.  IT IS 51 FEET WEST-SOUTHWEST OF THE CENTER OF STATE
 BJ4981'HIGHWAY 30, 47 FEET SOUTH OF THE WEST END OF A CONCRETE CULVERT
 BJ4981'UNDER STATE HIGHWAY 30, 3 FEET EAST-NORTHEAST OF A POWER POLE, AND
 BJ4981'2.5 FEET EAST OF A METAL WITNESS POST.
 BJ4981'
 BJ4981'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5005 ***********************************************************************
 BJ5005  DESIGNATION -  3H001 LADH 1979
 BJ5005  PID         -  BJ5005
 BJ5005  STATE/COUNTY-  LA/ASCENSION
 BJ5005  USGS QUAD   -  ST GABRIEL (1995)
 BJ5005
 BJ5005                         *CURRENT SURVEY CONTROL
 BJ5005  ___________________________________________________________________
 BJ5005* NAD 83(1992)-  30 19 38.32404(N)    091 00 38.15255(W)     ADJUSTED  
 BJ5005* NAVD 88     -         7.7  **(meters)      25.   **(feet)  VERTCON   
 BJ5005  **This station is located in a subsidence area (see below).
 BJ5005  ___________________________________________________________________
 BJ5005  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ5005  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ5005
 BJ5005  HORZ ORDER  -  SECOND
 BJ5005
 BJ5005.The horizontal coordinates were established by classical geodetic methods
 BJ5005.and adjusted by the National Geodetic Survey in January 1993..
 BJ5005
 BJ5005 ** The orthometric height has not been validated since last determined
 BJ5005 ** by differential leveling and should not be used for control purposes.
 BJ5005 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5005 ** area with valid NAVD 88 orthometric heights.
 BJ5005 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5005 ** epoch indicated which incorporates improved geoid heights for the
 BJ5005 ** Southern Louisiana Subsidence area.
 BJ5005 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5005
 BJ5005.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5005
 BJ5005.The geoid height was determined by GEOID03.
 BJ5005
 BJ5005;                    North         East     Units Scale Factor Converg.
 BJ5005;SPC LA S     -   202,591.883 1,031,034.999   MT  0.99994191   +0 09 40.9
 BJ5005;SPC LA S     -   664,670.20  3,382,653.99   sFT  0.99994191   +0 09 40.9
 BJ5005;UTM  15      - 3,356,732.137   691,259.416   MT  1.00005130   +1 00 17.4
 BJ5005
 BJ5005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5005!SPC LA S     -   1.00000304  x   0.99994191  =   0.99994495
 BJ5005!UTM  15      -   1.00000304  x   1.00005130  =   1.00005434
 BJ5005
 BJ5005:                Primary Azimuth Mark                     Grid Az
 BJ5005:SPC LA S     -  17Q003 LADH 1975                         137 20 22.2
 BJ5005:UTM  15      -  17Q003 LADH 1975                         136 29 45.7
 BJ5005
 BJ5005|---------------------------------------------------------------------|
 BJ5005| PID    Reference Object                     Distance      Geod. Az  |
 BJ5005|                                                           dddmmss.s |
 BJ5005| BJ4992 17Q003 LADH 1975                    APPROX. 0.5 KM 1373003.1 |
 BJ5005| BJ4998 17Q002 LADH 1975                    APPROX. 0.8 KM 3123412.3 |
 BJ5005|---------------------------------------------------------------------|
 BJ5005
 BJ5005                          SUPERSEDED SURVEY CONTROL
 BJ5005
 BJ5005  NAD 83(1986)-  30 19 38.34177(N)    091 00 38.15125(W) AD(       ) 2
 BJ5005  NAD 27      -  30 19 37.64410(N)    091 00 37.78803(W) AD(       ) 2
 BJ5005  NGVD 29 (07/19/86)    7.7    (m)           25.     (f) VERT ANG       
 BJ5005
 BJ5005.Superseded values are not recommended for survey control.
 BJ5005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5005.See file dsdata.txt to determine how the superseded data were derived.
 BJ5005
 BJ5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9125956732(NAD 83)
 BJ5005_MARKER: DD = SURVEY DISK
 BJ5005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5005+STABILITY: SURFACE MOTION
 BJ5005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5005+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 BJ5005
 BJ5005  HISTORY     - Date     Condition        Report By
 BJ5005  HISTORY     - 1979     MONUMENTED       LADTD
 BJ5005  HISTORY     - 20060524 GOOD             NGS
 BJ5005
 BJ5005                          STATION DESCRIPTION
 BJ5005
 BJ5005'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ5005'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF PRAIRVILLE ON
 BJ5005'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ5005'DEVELOPMENT.
 BJ5005'
 BJ5005'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BJ5005'STATE HIGHWAY 42, DRIVE EAST ON INTERSTATE 10 FOR 1.6 MILES TO
 BJ5005'THE STATION ON THE LEFT AND NORTH OF THE HIGHWAY.
 BJ5005'
 BJ5005'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT HIGHWAYS AND
 BJ5005'U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H001 1978.  THE
 BJ5005'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ5005'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET
 BJ5005'SOUTH-SOUTHEAST OF A 16-INCH WHITE OAK, 74 FEET NORTHEAST OF THE
 BJ5005'CENTER OF THE WEST BOUND LANE OF INTERSTATE 10, 31 FEET
 BJ5005'SOUTHWEST OF THE RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF
 BJ5005'INTERSTATE 10, AND 2 FEET NORTHWEST OF A METAL WITNESS POST AND
 BJ5005'SIGN.  THE SUB-SURFACE DISK IS SET IN AN IRREGULAR MASS OF
 BJ5005'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ5005'
 BJ5005'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5005
 BJ5005                          STATION RECOVERY (2006)
 BJ5005
 BJ5005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ5005'RECOVERED AS DESCRIBED. MARK IS UNDER A SMALL TREE AS OF TODAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4532 ***********************************************************************
 BJ4532  DESIGNATION -  3H002 LADH 1979
 BJ4532  PID         -  BJ4532
 BJ4532  STATE/COUNTY-  LA/ASCENSION
 BJ4532  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4532
 BJ4532                         *CURRENT SURVEY CONTROL
 BJ4532  ___________________________________________________________________
 BJ4532* NAD 83(1992)-  30 18 47.51120(N)    090 59 51.14668(W)     ADJUSTED  
 BJ4532* NAVD 88     -         8.0  **(meters)      26.   **(feet)  VERTCON   
 BJ4532  **This station is located in a subsidence area (see below).
 BJ4532  ___________________________________________________________________
 BJ4532  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4532  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ4532
 BJ4532  HORZ ORDER  -  SECOND
 BJ4532
 BJ4532.The horizontal coordinates were established by classical geodetic methods
 BJ4532.and adjusted by the National Geodetic Survey in January 1993..
 BJ4532
 BJ4532 ** The orthometric height has not been validated since last determined
 BJ4532 ** by differential leveling and should not be used for control purposes.
 BJ4532 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4532 ** area with valid NAVD 88 orthometric heights.
 BJ4532 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4532 ** epoch indicated which incorporates improved geoid heights for the
 BJ4532 ** Southern Louisiana Subsidence area.
 BJ4532 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4532
 BJ4532.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4532
 BJ4532.The geoid height was determined by GEOID03.
 BJ4532
 BJ4532;                    North         East     Units Scale Factor Converg.
 BJ4532;SPC LA S     -   201,030.867 1,032,295.190   MT  0.99994055   +0 10 04.4
 BJ4532;SPC LA S     -   659,548.77  3,386,788.47   sFT  0.99994055   +0 10 04.4
 BJ4532;UTM  15      - 3,355,189.662   692,542.590   MT  1.00005738   +1 00 39.6
 BJ4532
 BJ4532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4532!SPC LA S     -   1.00000299  x   0.99994055  =   0.99994354
 BJ4532!UTM  15      -   1.00000299  x   1.00005738  =   1.00006037
 BJ4532
 BJ4532:                Primary Azimuth Mark                     Grid Az
 BJ4532:SPC LA S     -  3H001 LADH 1979                          321 05 11.4
 BJ4532:UTM  15      -  3H001 LADH 1979                          320 14 36.2
 BJ4532
 BJ4532|---------------------------------------------------------------------|
 BJ4532| PID    Reference Object                     Distance      Geod. Az  |
 BJ4532|                                                           dddmmss.s |
 BJ4532| BJ5005 3H001 LADH 1979                     APPROX. 2.0 KM 3211515.8 |
 BJ4532|---------------------------------------------------------------------|
 BJ4532
 BJ4532                          SUPERSEDED SURVEY CONTROL
 BJ4532
 BJ4532  NAD 83(1986)-  30 18 47.52885(N)    090 59 51.14554(W) AD(       ) 2
 BJ4532  NAD 27      -  30 18 46.82923(N)    090 59 50.78481(W) AD(       ) 2
 BJ4532  NGVD 29 (07/19/86)    8.0    (m)           26.     (f) VERT ANG       
 BJ4532
 BJ4532.Superseded values are not recommended for survey control.
 BJ4532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4532.See file dsdata.txt to determine how the superseded data were derived.
 BJ4532
 BJ4532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9254355190(NAD 83)
 BJ4532_MARKER: DD = SURVEY DISK
 BJ4532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4532+STABILITY: SURFACE MOTION
 BJ4532
 BJ4532  HISTORY     - Date     Condition        Report By
 BJ4532  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4532  HISTORY     - 20060524 MARK NOT FOUND   NGS
 BJ4532
 BJ4532                          STATION DESCRIPTION
 BJ4532
 BJ4532'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4532'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 27, T 8 S,
 BJ4532'R 2 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4532'
 BJ4532'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BJ4532'STATE HIGHWAY 42, DRIVE EAST ON INTERSTATE 10 FOR 2.9 MILES TO
 BJ4532'THE STATION ON THE LEFT IN THE MEDIAN OF THE INTERSTATE.
 BJ4532'
 BJ4532'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4532'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H002 1978.  THE
 BJ4532'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4532'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 75.5 FEET SOUTHWEST
 BJ4532'OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE 10, 59 FEET
 BJ4532'NORTHEAST OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE 10,
 BJ4532'AND 2 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  THE
 BJ4532'SUB-SURFACE DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4532'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4532'
 BJ4532'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4532
 BJ4532                          STATION RECOVERY (2006)
 BJ4532
 BJ4532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4532'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4531 ***********************************************************************
 BJ4531  DESIGNATION -  3H003 LADH 1979
 BJ4531  PID         -  BJ4531
 BJ4531  STATE/COUNTY-  LA/ASCENSION
 BJ4531  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4531
 BJ4531                         *CURRENT SURVEY CONTROL
 BJ4531  ___________________________________________________________________
 BJ4531* NAD 83(1992)-  30 18 03.98921(N)    090 59 31.27226(W)     ADJUSTED  
 BJ4531* NAVD 88     -         7.7  **(meters)      25.   **(feet)  VERTCON   
 BJ4531  **This station is located in a subsidence area (see below).
 BJ4531  ___________________________________________________________________
 BJ4531  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4531  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ4531
 BJ4531  HORZ ORDER  -  SECOND
 BJ4531
 BJ4531.The horizontal coordinates were established by classical geodetic methods
 BJ4531.and adjusted by the National Geodetic Survey in January 1993..
 BJ4531
 BJ4531 ** The orthometric height has not been validated since last determined
 BJ4531 ** by differential leveling and should not be used for control purposes.
 BJ4531 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4531 ** area with valid NAVD 88 orthometric heights.
 BJ4531 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4531 ** epoch indicated which incorporates improved geoid heights for the
 BJ4531 ** Southern Louisiana Subsidence area.
 BJ4531 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4531
 BJ4531.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4531
 BJ4531.The geoid height was determined by GEOID03.
 BJ4531
 BJ4531;                    North         East     Units Scale Factor Converg.
 BJ4531;SPC LA S     -   199,692.315 1,032,830.136   MT  0.99993942   +0 10 14.4
 BJ4531;SPC LA S     -   655,157.20  3,388,543.54   sFT  0.99993942   +0 10 14.4
 BJ4531;UTM  15      - 3,353,858.967   693,097.236   MT  1.00006002   +1 00 48.3
 BJ4531
 BJ4531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4531!SPC LA S     -   1.00000302  x   0.99993942  =   0.99994244
 BJ4531!UTM  15      -   1.00000302  x   1.00006002  =   1.00006304
 BJ4531
 BJ4531:                Primary Azimuth Mark                     Grid Az
 BJ4531:SPC LA S     -  3H002 LADH 1979                          338 12 58.0
 BJ4531:UTM  15      -  3H002 LADH 1979                          337 22 24.1
 BJ4531
 BJ4531|---------------------------------------------------------------------|
 BJ4531| PID    Reference Object                     Distance      Geod. Az  |
 BJ4531|                                                           dddmmss.s |
 BJ4531| BJ4532 3H002 LADH 1979                     APPROX. 1.4 KM 3382312.4 |
 BJ4531|---------------------------------------------------------------------|
 BJ4531
 BJ4531                          SUPERSEDED SURVEY CONTROL
 BJ4531
 BJ4531  NAD 83(1986)-  30 18 04.00682(N)    090 59 31.27123(W) AD(       ) 2
 BJ4531  NAD 27      -  30 18 03.30627(N)    090 59 30.91091(W) AD(       ) 2
 BJ4531  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 BJ4531
 BJ4531.Superseded values are not recommended for survey control.
 BJ4531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4531.See file dsdata.txt to determine how the superseded data were derived.
 BJ4531
 BJ4531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9309753859(NAD 83)
 BJ4531_MARKER: DD = SURVEY DISK
 BJ4531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4531+STABILITY: SURFACE MOTION
 BJ4531
 BJ4531  HISTORY     - Date     Condition        Report By
 BJ4531  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4531
 BJ4531                          STATION DESCRIPTION
 BJ4531
 BJ4531'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4531'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 38, T 8 S,
 BJ4531'R 2 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4531'
 BJ4531'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BJ4531'STATE HIGHWAY 73, DRIVE WEST ALONG INTERSTATE 10 FOR 2.2 MILES
 BJ4531'TO THE STATION ON THE RIGHT AND EAST OF INTERSTATE 10.
 BJ4531'
 BJ4531'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4531'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H003 1978.  THE
 BJ4531'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4531'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 101 FEET SOUTHWEST
 BJ4531'OF A CROSS FENCE, 78.5 FEET EAST OF THE CENTER OF THE WEST BOUND
 BJ4531'LANE OF INTERSTATE 10, 27.5 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 BJ4531'AND 2 FEET NORTH OF A METAL WITNESS POST AND SIGN.  THE
 BJ4531'SUBSURFACE DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 BJ4531'ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4531'
 BJ4531'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4530 ***********************************************************************
 BJ4530  DESIGNATION -  3H004 LADH 1979
 BJ4530  PID         -  BJ4530
 BJ4530  STATE/COUNTY-  LA/ASCENSION
 BJ4530  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4530
 BJ4530                         *CURRENT SURVEY CONTROL
 BJ4530  ___________________________________________________________________
 BJ4530* NAD 83(1992)-  30 16 58.81842(N)    090 59 20.89210(W)     ADJUSTED  
 BJ4530* NAVD 88     -        10.1  **(meters)      33.   **(feet)  VERTCON   
 BJ4530  **This station is located in a subsidence area (see below).
 BJ4530  ___________________________________________________________________
 BJ4530  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ4530  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ4530
 BJ4530  HORZ ORDER  -  SECOND
 BJ4530
 BJ4530.The horizontal coordinates were established by classical geodetic methods
 BJ4530.and adjusted by the National Geodetic Survey in January 1993..
 BJ4530
 BJ4530 ** The orthometric height has not been validated since last determined
 BJ4530 ** by differential leveling and should not be used for control purposes.
 BJ4530 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4530 ** area with valid NAVD 88 orthometric heights.
 BJ4530 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4530 ** epoch indicated which incorporates improved geoid heights for the
 BJ4530 ** Southern Louisiana Subsidence area.
 BJ4530 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4530
 BJ4530.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4530
 BJ4530.The geoid height was determined by GEOID03.
 BJ4530
 BJ4530;                    North         East     Units Scale Factor Converg.
 BJ4530;SPC LA S     -   197,686.426 1,033,113.509   MT  0.99993782   +0 10 19.6
 BJ4530;SPC LA S     -   648,576.22  3,389,473.24   sFT  0.99993782   +0 10 19.6
 BJ4530;UTM  15      - 3,351,857.217   693,410.111   MT  1.00006151   +1 00 51.6
 BJ4530
 BJ4530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4530!SPC LA S     -   1.00000264  x   0.99993782  =   0.99994046
 BJ4530!UTM  15      -   1.00000264  x   1.00006151  =   1.00006415
 BJ4530
 BJ4530:                Primary Azimuth Mark                     Grid Az
 BJ4530:SPC LA S     -  3H003 LADH 1979                          351 57 32.5
 BJ4530:UTM  15      -  3H003 LADH 1979                          351 07 00.5
 BJ4530
 BJ4530|---------------------------------------------------------------------|
 BJ4530| PID    Reference Object                     Distance      Geod. Az  |
 BJ4530|                                                           dddmmss.s |
 BJ4530| BJ4531 3H003 LADH 1979                     APPROX. 2.0 KM 3520752.1 |
 BJ4530|---------------------------------------------------------------------|
 BJ4530
 BJ4530                          SUPERSEDED SURVEY CONTROL
 BJ4530
 BJ4530  NAD 83(1986)-  30 16 58.83602(N)    090 59 20.89125(W) AD(       ) 2
 BJ4530  NAD 27      -  30 16 58.13404(N)    090 59 20.52984(W) AD(       ) 2
 BJ4530  NGVD 29 (07/19/86)   10.2    (m)           33.     (f) VERT ANG       
 BJ4530
 BJ4530.Superseded values are not recommended for survey control.
 BJ4530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4530.See file dsdata.txt to determine how the superseded data were derived.
 BJ4530
 BJ4530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9341051857(NAD 83)
 BJ4530_MARKER: DD = SURVEY DISK
 BJ4530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4530+STABILITY: SURFACE MOTION
 BJ4530
 BJ4530  HISTORY     - Date     Condition        Report By
 BJ4530  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4530
 BJ4530                          STATION DESCRIPTION
 BJ4530
 BJ4530'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4530'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 33, T 9 S,
 BJ4530'R 2 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4530'
 BJ4530'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 73
 BJ4530'AND INTERSTATE 10, DRIVE WEST ALONG INTERSTATE 10 FOR 0.9 MILE TO
 BJ4530'THE STATION ON THE LEFT IN THE MEDIAN OF INTERSTATE 10.
 BJ4530'
 BJ4530'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4530'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H004 1978.  THE
 BJ4530'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4530'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 163 FEET SOUTHWEST
 BJ4530'OF A POWER POLE, 23.5 FEET WEST OF THE CENTER OF THE WEST BOUND
 BJ4530'LANE OF INTERSTATE 10, AND 2 FEET NORTH OF A METAL WITNESS POST AND
 BJ4530'SIGN.  THE SUB-SURFACE DISK IS SET IN TOP OF AN IRREGULAR
 BJ4530'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4530'
 BJ4530'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4529 ***********************************************************************
 BJ4529  DESIGNATION -  3H005 LADH 1979
 BJ4529  PID         -  BJ4529
 BJ4529  STATE/COUNTY-  LA/ASCENSION
 BJ4529  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4529
 BJ4529                         *CURRENT SURVEY CONTROL
 BJ4529  ___________________________________________________________________
 BJ4529* NAD 83(1992)-  30 16 08.57070(N)    090 59 08.00011(W)     ADJUSTED  
 BJ4529* NAVD 88     -        13.3  **(meters)      44.   **(feet)  VERTCON   
 BJ4529  **This station is located in a subsidence area (see below).
 BJ4529  ___________________________________________________________________
 BJ4529  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ4529  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ4529
 BJ4529  HORZ ORDER  -  SECOND
 BJ4529
 BJ4529.The horizontal coordinates were established by classical geodetic methods
 BJ4529.and adjusted by the National Geodetic Survey in January 1993..
 BJ4529
 BJ4529 ** The orthometric height has not been validated since last determined
 BJ4529 ** by differential leveling and should not be used for control purposes.
 BJ4529 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4529 ** area with valid NAVD 88 orthometric heights.
 BJ4529 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4529 ** epoch indicated which incorporates improved geoid heights for the
 BJ4529 ** Southern Louisiana Subsidence area.
 BJ4529 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4529
 BJ4529.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4529
 BJ4529.The geoid height was determined by GEOID03.
 BJ4529
 BJ4529;                    North         East     Units Scale Factor Converg.
 BJ4529;SPC LA S     -   196,140.260 1,033,462.725   MT  0.99993666   +0 10 26.0
 BJ4529;SPC LA S     -   643,503.50  3,390,618.96   sFT  0.99993666   +0 10 26.0
 BJ4529;UTM  15      - 3,350,316.158   693,782.057   MT  1.00006329   +1 00 56.6
 BJ4529
 BJ4529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4529!SPC LA S     -   1.00000214  x   0.99993666  =   0.99993880
 BJ4529!UTM  15      -   1.00000214  x   1.00006329  =   1.00006543
 BJ4529
 BJ4529:                Primary Azimuth Mark                     Grid Az
 BJ4529:SPC LA S     -  3H004 LADH 1979                          347 16 22.0
 BJ4529:UTM  15      -  3H004 LADH 1979                          346 25 51.4
 BJ4529
 BJ4529|---------------------------------------------------------------------|
 BJ4529| PID    Reference Object                     Distance      Geod. Az  |
 BJ4529|                                                           dddmmss.s |
 BJ4529| BJ4530 3H004 LADH 1979                     APPROX. 1.6 KM 3472648.0 |
 BJ4529|---------------------------------------------------------------------|
 BJ4529
 BJ4529                          SUPERSEDED SURVEY CONTROL
 BJ4529
 BJ4529  NAD 83(1986)-  30 16 08.58827(N)    090 59 07.99939(W) AD(       ) 2
 BJ4529  NAD 27      -  30 16 07.88534(N)    090 59 07.63714(W) AD(       ) 2
 BJ4529  NGVD 29 (07/19/86)   13.4    (m)           44.     (f) VERT ANG       
 BJ4529
 BJ4529.Superseded values are not recommended for survey control.
 BJ4529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4529.See file dsdata.txt to determine how the superseded data were derived.
 BJ4529
 BJ4529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9378250316(NAD 83)
 BJ4529_MARKER: DD = SURVEY DISK
 BJ4529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4529+STABILITY: SURFACE MOTION
 BJ4529
 BJ4529  HISTORY     - Date     Condition        Report By
 BJ4529  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4529
 BJ4529                          STATION DESCRIPTION
 BJ4529
 BJ4529'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4529'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 34 T 9 S,
 BJ4529'R 2 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4529'
 BJ4529'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE EAST
 BJ4529'BOUND LANE OF THE INTERSTATE 10 OVERPASS OVER STATE HIGHWAY 73.
 BJ4529'
 BJ4529'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4529'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H005 1978.  THE
 BJ4529'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4529'THAT IS SET FLUSH WITH THE GROUND.  IT IS 137 FEET SOUTHEAST OF THE
 BJ4529'PROJECTED CENTER OF THE SOUTH BOUND LANE OF STATE HIGHWAY 73,
 BJ4529'92 FEET EAST OF A TRIPLE DRAIN UNDER STATE HIGHWAY 73, 29.5
 BJ4529'FEET SOUTHWEST OF THE CENTER OF THE EAST BOUND LANE OF
 BJ4529'INTERSTATE 10, 5.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 BJ4529'OF THE OVERPASS ABUTTMENT, AND 2 FEET NORTHWEST OF A METAL
 BJ4529'WITNESS POST AND SIGN.  THE SUB-SURFACE DISK IS SET IN AN
 BJ4529'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BJ4529'SURFACE.
 BJ4529'
 BJ4529'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4528 ***********************************************************************
 BJ4528  DESIGNATION -  3H006 LADH 1979
 BJ4528  PID         -  BJ4528
 BJ4528  STATE/COUNTY-  LA/ASCENSION
 BJ4528  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4528
 BJ4528                         *CURRENT SURVEY CONTROL
 BJ4528  ___________________________________________________________________
 BJ4528* NAD 83(1992)-  30 15 16.85090(N)    090 58 37.13764(W)     ADJUSTED  
 BJ4528* NAVD 88     -        11.0  **(meters)      36.   **(feet)  VERTCON   
 BJ4528  **This station is located in a subsidence area (see below).
 BJ4528  ___________________________________________________________________
 BJ4528  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4528  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ4528
 BJ4528  HORZ ORDER  -  SECOND
 BJ4528
 BJ4528.The horizontal coordinates were established by classical geodetic methods
 BJ4528.and adjusted by the National Geodetic Survey in January 1993..
 BJ4528
 BJ4528 ** The orthometric height has not been validated since last determined
 BJ4528 ** by differential leveling and should not be used for control purposes.
 BJ4528 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4528 ** area with valid NAVD 88 orthometric heights.
 BJ4528 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4528 ** epoch indicated which incorporates improved geoid heights for the
 BJ4528 ** Southern Louisiana Subsidence area.
 BJ4528 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4528
 BJ4528.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4528
 BJ4528.The geoid height was determined by GEOID03.
 BJ4528
 BJ4528;                    North         East     Units Scale Factor Converg.
 BJ4528;SPC LA S     -   194,550.267 1,034,292.549   MT  0.99993552   +0 10 41.4
 BJ4528;SPC LA S     -   638,287.00  3,393,341.47   sFT  0.99993552   +0 10 41.4
 BJ4528;UTM  15      - 3,348,738.320   694,635.257   MT  1.00006738   +1 01 10.6
 BJ4528
 BJ4528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4528!SPC LA S     -   1.00000249  x   0.99993552  =   0.99993801
 BJ4528!UTM  15      -   1.00000249  x   1.00006738  =   1.00006987
 BJ4528
 BJ4528:                Primary Azimuth Mark                     Grid Az
 BJ4528:SPC LA S     -  3H005 LADH 1979                          332 26 23.3
 BJ4528:UTM  15      -  3H005 LADH 1979                          331 35 54.1
 BJ4528
 BJ4528|---------------------------------------------------------------------|
 BJ4528| PID    Reference Object                     Distance      Geod. Az  |
 BJ4528|                                                           dddmmss.s |
 BJ4528| BJ4529 3H005 LADH 1979                     APPROX. 1.8 KM 3323704.7 |
 BJ4528|---------------------------------------------------------------------|
 BJ4528
 BJ4528                          SUPERSEDED SURVEY CONTROL
 BJ4528
 BJ4528  NAD 83(1986)-  30 15 16.86843(N)    090 58 37.13704(W) AD(       ) 2
 BJ4528  NAD 27      -  30 15 16.16464(N)    090 58 36.77490(W) AD(       ) 2
 BJ4528  NGVD 29 (07/19/86)   11.1    (m)           36.     (f) VERT ANG       
 BJ4528
 BJ4528.Superseded values are not recommended for survey control.
 BJ4528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4528.See file dsdata.txt to determine how the superseded data were derived.
 BJ4528
 BJ4528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9463548738(NAD 83)
 BJ4528_MARKER: DD = SURVEY DISK
 BJ4528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4528+STABILITY: SURFACE MOTION
 BJ4528
 BJ4528  HISTORY     - Date     Condition        Report By
 BJ4528  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4528
 BJ4528                          STATION DESCRIPTION
 BJ4528
 BJ4528'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4528'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 14, T 9 S,
 BJ4528'R 2 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4528'
 BJ4528'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 BJ4528'STATE HIGHWAY 74, DRIVE WEST ALONG STATE HIGHWAY 74 FOR 3 MILES TO
 BJ4528'THE STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF THE OVERPASS
 BJ4528'OVER INTERSTATE 10.
 BJ4528'
 BJ4528'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4528'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H006 1978.  THE
 BJ4528'SURFACE MARK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4528'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 124.5 FEET EAST OF
 BJ4528'THE PROJECTED CENTER OF THE WEST BOUND LANE OF INTERSTATE 10,
 BJ4528'26.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 74, 16.5 FEET EAST
 BJ4528'OF A FENCE, 7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 BJ4528'OVERPASS ABUTTMENT, AND 2 FEET WEST OF A METAL WITNESS POST
 BJ4528'AND SIGN.  THE SUBSURFACE DISK IS SET IN AN IRREGULAR MASS OF
 BJ4528'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4528'
 BJ4528'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4526 ***********************************************************************
 BJ4526  DESIGNATION -  3H007 LADH 1979
 BJ4526  PID         -  BJ4526
 BJ4526  STATE/COUNTY-  LA/ASCENSION
 BJ4526  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4526
 BJ4526                         *CURRENT SURVEY CONTROL
 BJ4526  ___________________________________________________________________
 BJ4526* NAD 83(1992)-  30 15 40.78611(N)    090 58 18.65573(W)     ADJUSTED  
 BJ4526* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 BJ4526  **This station is located in a subsidence area (see below).
 BJ4526  ___________________________________________________________________
 BJ4526  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ4526  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ4526
 BJ4526  HORZ ORDER  -  SECOND
 BJ4526
 BJ4526.The horizontal coordinates were established by classical geodetic methods
 BJ4526.and adjusted by the National Geodetic Survey in January 1993..
 BJ4526
 BJ4526 ** The orthometric height has not been validated since last determined
 BJ4526 ** by differential leveling and should not be used for control purposes.
 BJ4526 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4526 ** area with valid NAVD 88 orthometric heights.
 BJ4526 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4526 ** epoch indicated which incorporates improved geoid heights for the
 BJ4526 ** Southern Louisiana Subsidence area.
 BJ4526 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4526
 BJ4526.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4526
 BJ4526.The geoid height was determined by GEOID03.
 BJ4526
 BJ4526;                    North         East     Units Scale Factor Converg.
 BJ4526;SPC LA S     -   195,288.813 1,034,784.267   MT  0.99993604   +0 10 50.7
 BJ4526;SPC LA S     -   640,710.05  3,394,954.72   sFT  0.99993604   +0 10 50.7
 BJ4526;UTM  15      - 3,349,484.108   695,116.139   MT  1.00006969   +1 01 20.6
 BJ4526
 BJ4526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4526!SPC LA S     -   1.00000328  x   0.99993604  =   0.99993932
 BJ4526!UTM  15      -   1.00000328  x   1.00006969  =   1.00007297
 BJ4526
 BJ4526:                Primary Azimuth Mark                     Grid Az
 BJ4526:SPC LA S     -  3H006 LADH 1979                          213 39 19.3
 BJ4526:UTM  15      -  3H006 LADH 1979                          212 48 49.4
 BJ4526
 BJ4526|---------------------------------------------------------------------|
 BJ4526| PID    Reference Object                     Distance      Geod. Az  |
 BJ4526|                                                           dddmmss.s |
 BJ4526| BJ4528 3H006 LADH 1979                     APPROX. 0.9 KM 2135010.0 |
 BJ4526|---------------------------------------------------------------------|
 BJ4526
 BJ4526                          SUPERSEDED SURVEY CONTROL
 BJ4526
 BJ4526  NAD 83(1986)-  30 15 40.80354(N)    090 58 18.65512(W) AD(       ) 2
 BJ4526  NAD 27      -  30 15 40.10052(N)    090 58 18.29358(W) AD(       ) 2
 BJ4526  NGVD 29 (07/19/86)    6.1    (m)           20.     (f) VERT ANG       
 BJ4526
 BJ4526.Superseded values are not recommended for survey control.
 BJ4526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4526.See file dsdata.txt to determine how the superseded data were derived.
 BJ4526
 BJ4526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9511649484(NAD 83)
 BJ4526_MARKER: DD = SURVEY DISK
 BJ4526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4526+STABILITY: SURFACE MOTION
 BJ4526
 BJ4526  HISTORY     - Date     Condition        Report By
 BJ4526  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4526
 BJ4526                          STATION DESCRIPTION
 BJ4526
 BJ4526'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4526'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 13, T 9 S,
 BJ4526'R 2 E, ON PROPERTY OWNED BY ASCENSION PARISH.
 BJ4526'
 BJ4526'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BJ4526'STATE HIGHWAY 73, DRIVE NORTH ON STATE HIGHWAY 73 FOR 0.1 MILES
 BJ4526'TO THE INTERSECTION OF STATE HIGHWAY 73 AND STATE HIGHWAY
 BJ4526'621.  TURN RIGHT ON STATE HIGHWAY 621 AND DRIVE EAST FOR 0.8 MILES
 BJ4526'TO THE INTERSECTION OF STATE HIGHWAY 621 AND L LANDRY ROAD.  TURN
 BJ4526'RIGHT AND DRIVE SOUTH FOR 0.6 MILES TO THE STATION ON THE LEFT
 BJ4526'NEAR THE RIGHT-OF-WAY FENCE.
 BJ4526'
 BJ4526'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4526'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H007 1978.  THE
 BJ4526'SURFACE DISK IS SET IN TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BJ4526'FLUSH WITH THE GROUND SURFACE.  IT IS 18.5 FEET EAST OF THE CENTER
 BJ4526'OF L LANDRY ROAD, 11.5 FEET NORTH OF A POWER POLE NO. 9, 2 FEET
 BJ4526'SOUTH OF A METAL WITNESS POST AND SIGN AND 1.5 FEET WEST OF THE
 BJ4526'RIGHT-OF-WAY FENCE.  THE SUBSURFACE DISK IS SET IN AN IRREGULAR
 BJ4526'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4526'
 BJ4526'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4527 ***********************************************************************
 BJ4527  DESIGNATION -  3H008 LADH 1979
 BJ4527  PID         -  BJ4527
 BJ4527  STATE/COUNTY-  LA/ASCENSION
 BJ4527  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4527
 BJ4527                         *CURRENT SURVEY CONTROL
 BJ4527  ___________________________________________________________________
 BJ4527* NAD 83(1992)-  30 16 08.96341(N)    090 58 18.94854(W)     ADJUSTED  
 BJ4527* NAVD 88     -         6.2  **(meters)      20.   **(feet)  VERTCON   
 BJ4527  **This station is located in a subsidence area (see below).
 BJ4527  ___________________________________________________________________
 BJ4527  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ4527  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ4527
 BJ4527  HORZ ORDER  -  SECOND
 BJ4527
 BJ4527.The horizontal coordinates were established by classical geodetic methods
 BJ4527.and adjusted by the National Geodetic Survey in January 1993..
 BJ4527
 BJ4527 ** The orthometric height has not been validated since last determined
 BJ4527 ** by differential leveling and should not be used for control purposes.
 BJ4527 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4527 ** area with valid NAVD 88 orthometric heights.
 BJ4527 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4527 ** epoch indicated which incorporates improved geoid heights for the
 BJ4527 ** Southern Louisiana Subsidence area.
 BJ4527 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4527
 BJ4527.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4527
 BJ4527.The geoid height was determined by GEOID03.
 BJ4527
 BJ4527;                    North         East     Units Scale Factor Converg.
 BJ4527;SPC LA S     -   196,156.409 1,034,773.704   MT  0.99993666   +0 10 50.5
 BJ4527;SPC LA S     -   643,556.49  3,394,920.06   sFT  0.99993666   +0 10 50.5
 BJ4527;UTM  15      - 3,350,351.571   695,092.828   MT  1.00006958   +1 01 21.4
 BJ4527
 BJ4527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4527!SPC LA S     -   1.00000325  x   0.99993666  =   0.99993991
 BJ4527!UTM  15      -   1.00000325  x   1.00006958  =   1.00007283
 BJ4527
 BJ4527:                Primary Azimuth Mark                     Grid Az
 BJ4527:SPC LA S     -  3H007 LADH 1979                          179 18 08.9
 BJ4527:UTM  15      -  3H007 LADH 1979                          178 27 38.0
 BJ4527
 BJ4527|---------------------------------------------------------------------|
 BJ4527| PID    Reference Object                     Distance      Geod. Az  |
 BJ4527|                                                           dddmmss.s |
 BJ4527| BJ4526 3H007 LADH 1979                     APPROX. 0.9 KM 1792859.4 |
 BJ4527|---------------------------------------------------------------------|
 BJ4527
 BJ4527                          SUPERSEDED SURVEY CONTROL
 BJ4527
 BJ4527  NAD 83(1986)-  30 16 08.98076(N)    090 58 18.94786(W) AD(       ) 2
 BJ4527  NAD 27      -  30 16 08.27854(N)    090 58 18.58641(W) AD(       ) 2
 BJ4527  NGVD 29 (07/19/86)    6.3    (m)           21.     (f) VERT ANG       
 BJ4527
 BJ4527.Superseded values are not recommended for survey control.
 BJ4527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4527.See file dsdata.txt to determine how the superseded data were derived.
 BJ4527
 BJ4527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9509350352(NAD 83)
 BJ4527_MARKER: DD = SURVEY DISK
 BJ4527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4527+STABILITY: SURFACE MOTION
 BJ4527
 BJ4527  HISTORY     - Date     Condition        Report By
 BJ4527  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4527
 BJ4527                          STATION DESCRIPTION
 BJ4527
 BJ4527'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4527'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 13, T 9 S,
 BJ4527'R 2 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4527'
 BJ4527'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BJ4527'STATE HIGHWAY 73, DRIVE NORTH ON STATE HIGHWAY 73 FOR 0.1 MILE TO
 BJ4527'THE INTERSECTION OF STATE HIGHWAY 73 AND STATE HIGHWAY 621.  TURN
 BJ4527'RIGHT ON STATE HIGHWAY 621 AND DRIVE EAST FOR 0.8 MILE TO THE
 BJ4527'INTERSECTION OF STATE HIGHWAY 621 AND L LANDRY ROAD AND THE
 BJ4527'STATION ON THE RIGHT.
 BJ4527'
 BJ4527'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4527'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H008 1978.  THE
 BJ4527'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4527'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 166 FEET
 BJ4527'NORTH-NORTHWEST OF THE CENTER OF A 48 INCH WHITE OAK, 141 FEET
 BJ4527'NORTHWEST OF THE CENTER OF A 30 INCH WHITE OAK, 44.5 FEET SOUTH
 BJ4527'OF THE CENTER OF STATE HIGHWAY 621, 21 FEET EAST OF THE CENTER
 BJ4527'OF L LANDRY ROAD, AND 2 FEET SOUTH OF A METAL WITNESS POST AND
 BJ4527'SIGN.  THE SUBSURFACE DISK IS SET IN AN IRREGULAR MASS OF
 BJ4527'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4527'
 BJ4527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4508 ***********************************************************************
 BJ4508  DESIGNATION -  3H009 LADH 1979
 BJ4508  PID         -  BJ4508
 BJ4508  STATE/COUNTY-  LA/ASCENSION
 BJ4508  USGS QUAD   -  GONZALES (1991)
 BJ4508
 BJ4508                         *CURRENT SURVEY CONTROL
 BJ4508  ___________________________________________________________________
 BJ4508* NAD 83(1992)-  30 14 24.09798(N)    090 58 10.80284(W)     ADJUSTED  
 BJ4508* NAVD 88     -        10.2  **(meters)      33.   **(feet)  VERTCON   
 BJ4508  **This station is located in a subsidence area (see below).
 BJ4508  ___________________________________________________________________
 BJ4508  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4508  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ4508
 BJ4508  HORZ ORDER  -  SECOND
 BJ4508
 BJ4508.The horizontal coordinates were established by classical geodetic methods
 BJ4508.and adjusted by the National Geodetic Survey in January 1993..
 BJ4508
 BJ4508 ** The orthometric height has not been validated since last determined
 BJ4508 ** by differential leveling and should not be used for control purposes.
 BJ4508 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4508 ** area with valid NAVD 88 orthometric heights.
 BJ4508 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4508 ** epoch indicated which incorporates improved geoid heights for the
 BJ4508 ** Southern Louisiana Subsidence area.
 BJ4508 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4508
 BJ4508.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4508
 BJ4508.The geoid height was determined by GEOID03.
 BJ4508
 BJ4508;                    North         East     Units Scale Factor Converg.
 BJ4508;SPC LA S     -   192,928.145 1,035,001.664   MT  0.99993442   +0 10 54.6
 BJ4508;SPC LA S     -   632,965.09  3,395,667.96   sFT  0.99993442   +0 10 54.6
 BJ4508;UTM  15      - 3,347,126.568   695,368.210   MT  1.00007091   +1 01 22.3
 BJ4508
 BJ4508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4508!SPC LA S     -   1.00000261  x   0.99993442  =   0.99993703
 BJ4508!UTM  15      -   1.00000261  x   1.00007091  =   1.00007352
 BJ4508
 BJ4508:                Primary Azimuth Mark                     Grid Az
 BJ4508:SPC LA S     -  3H006 LADH 1979                          336 23 14.4
 BJ4508:UTM  15      -  3H006 LADH 1979                          335 32 46.7
 BJ4508
 BJ4508|---------------------------------------------------------------------|
 BJ4508| PID    Reference Object                     Distance      Geod. Az  |
 BJ4508|                                                           dddmmss.s |
 BJ4508| BJ4528 3H006 LADH 1979                     APPROX. 1.8 KM 3363409.0 |
 BJ4508|---------------------------------------------------------------------|
 BJ4508
 BJ4508                          SUPERSEDED SURVEY CONTROL
 BJ4508
 BJ4508  NAD 83(1986)-  30 14 24.11552(N)    090 58 10.80235(W) AD(       ) 2
 BJ4508  NAD 27      -  30 14 23.41047(N)    090 58 10.44108(W) AD(       ) 2
 BJ4508  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG       
 BJ4508
 BJ4508.Superseded values are not recommended for survey control.
 BJ4508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4508.See file dsdata.txt to determine how the superseded data were derived.
 BJ4508
 BJ4508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9536847127(NAD 83)
 BJ4508_MARKER: DD = SURVEY DISK
 BJ4508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4508+STABILITY: SURFACE MOTION
 BJ4508
 BJ4508  HISTORY     - Date     Condition        Report By
 BJ4508  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4508
 BJ4508                          STATION DESCRIPTION
 BJ4508
 BJ4508'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4508'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 23, T 9 S,
 BJ4508'R 2 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4508'
 BJ4508'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 73
 BJ4508'AND INTERSTATE 10, DRIVE EAST ALONG INTERSTATE 10 FOR 2.2 MILES TO
 BJ4508'THE STATION ON THE RIGHT NEAR A BRIDGE ON INTERSTATE 10.
 BJ4508'
 BJ4508'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4508'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H009 1978.  THE
 BJ4508'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4508'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 85.5 FEET
 BJ4508'EAST-NORTHEAST OF THE CENTER OF A METAL GATE, 27.5 FEET SOUTHWEST
 BJ4508'OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 21.5 FEET
 BJ4508'SOUTHEAST OF A NET WIRE FENCE, 7 FEET SOUTH OF THE SOUTHWEST
 BJ4508'CORNER OF THE BRIDGE ABUTMENT AND 2 FEET NORTHWEST OF A METAL
 BJ4508'WITNESS POST AND SIGN.  THE SUBSURFACE DISK IS SET IN AN
 BJ4508'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BJ4508'SURFACE.
 BJ4508'
 BJ4508'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4507 ***********************************************************************
 BJ4507  DESIGNATION -  3H010 LADH 1979
 BJ4507  PID         -  BJ4507
 BJ4507  STATE/COUNTY-  LA/ASCENSION
 BJ4507  USGS QUAD   -  GONZALES (1991)
 BJ4507
 BJ4507                         *CURRENT SURVEY CONTROL
 BJ4507  ___________________________________________________________________
 BJ4507* NAD 83(1992)-  30 13 29.82785(N)    090 57 35.83065(W)     ADJUSTED  
 BJ4507* NAVD 88     -         3.3  **(meters)      11.   **(feet)  VERTCON   
 BJ4507  **This station is located in a subsidence area (see below).
 BJ4507  ___________________________________________________________________
 BJ4507  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4507  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BJ4507
 BJ4507  HORZ ORDER  -  SECOND
 BJ4507
 BJ4507.The horizontal coordinates were established by classical geodetic methods
 BJ4507.and adjusted by the National Geodetic Survey in January 1993..
 BJ4507
 BJ4507 ** The orthometric height has not been validated since last determined
 BJ4507 ** by differential leveling and should not be used for control purposes.
 BJ4507 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4507 ** area with valid NAVD 88 orthometric heights.
 BJ4507 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4507 ** epoch indicated which incorporates improved geoid heights for the
 BJ4507 ** Southern Louisiana Subsidence area.
 BJ4507 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4507.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4507
 BJ4507.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4507
 BJ4507.The geoid height was determined by GEOID03.
 BJ4507
 BJ4507;                    North         East     Units Scale Factor Converg.
 BJ4507;SPC LA S     -   191,260.107 1,035,942.095   MT  0.99993336   +0 11 12.1
 BJ4507;SPC LA S     -   627,492.53  3,398,753.36   sFT  0.99993336   +0 11 12.1
 BJ4507;UTM  15      - 3,345,472.280   696,333.151   MT  1.00007558   +1 01 38.2
 BJ4507
 BJ4507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4507!SPC LA S     -   1.00000369  x   0.99993336  =   0.99993705
 BJ4507!UTM  15      -   1.00000369  x   1.00007558  =   1.00007927
 BJ4507
 BJ4507:                Primary Azimuth Mark                     Grid Az
 BJ4507:SPC LA S     -  3H009 LADH 1979                          330 35 09.4
 BJ4507:UTM  15      -  3H009 LADH 1979                          329 44 43.3
 BJ4507
 BJ4507|---------------------------------------------------------------------|
 BJ4507| PID    Reference Object                     Distance      Geod. Az  |
 BJ4507|                                                           dddmmss.s |
 BJ4507| BJ4508 3H009 LADH 1979                     APPROX. 1.9 KM 3304621.5 |
 BJ4507|---------------------------------------------------------------------|
 BJ4507
 BJ4507                          SUPERSEDED SURVEY CONTROL
 BJ4507
 BJ4507  NAD 83(1986)-  30 13 29.84541(N)    090 57 35.83026(W) AD(       ) 2
 BJ4507  NAD 27      -  30 13 29.13895(N)    090 57 35.47036(W) AD(       ) 2
 BJ4507  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 BJ4507
 BJ4507.Superseded values are not recommended for survey control.
 BJ4507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4507.See file dsdata.txt to determine how the superseded data were derived.
 BJ4507
 BJ4507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9633345472(NAD 83)
 BJ4507_MARKER: DD = SURVEY DISK
 BJ4507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4507+STABILITY: SURFACE MOTION
 BJ4507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4507+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 BJ4507
 BJ4507  HISTORY     - Date     Condition        Report By
 BJ4507  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4507  HISTORY     - 20040726 GOOD             JCLS
 BJ4507  HISTORY     - 20040726 GOOD             JCLS
 BJ4507  HISTORY     - 20060518 MARK NOT FOUND   NGS
 BJ4507
 BJ4507                          STATION DESCRIPTION
 BJ4507
 BJ4507'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4507'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 25, T 9 S,
 BJ4507'R 2 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4507'
 BJ4507'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 73
 BJ4507'AND INTERSTATE 10, DRIVE EAST ALONG INTERSTATE 10 FOR 3 MILES TO
 BJ4507'THE STATION ON THE RIGHT NEAR THE RIGHT-OF-WAY FENCE.
 BJ4507'
 BJ4507'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4507'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H010 1978.  THE
 BJ4507'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4507'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 242 FEET
 BJ4507'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE ON THE EAST
 BJ4507'BOUND LANE OF INTERSTATE 10, 101 FEET SOUTHWEST OF THE CENTER OF
 BJ4507'THE EAST BOUND LANE OF INTERSTATE 10, 3.7 FEET NORTHEAST OF THE
 BJ4507'RIGHT-OF-WAY FENCE, AND 2 FEET SOUTHEAST OF A METAL WITNESS
 BJ4507'POST AND SIGN.  THE SUBSURFACE DISK IS SET IN AN IRREGULAR MASS
 BJ4507'OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4507'
 BJ4507'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4507
 BJ4507                          STATION RECOVERY (2004)
 BJ4507
 BJ4507'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 BJ4507'RECOVERED IN GOOD CONDITION.
 BJ4507
 BJ4507                          STATION RECOVERY (2004)
 BJ4507
 BJ4507'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 BJ4507'RECOVERED IN GOOD CONDITION.
 BJ4507
 BJ4507                          STATION RECOVERY (2006)
 BJ4507
 BJ4507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4507'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4506 ***********************************************************************
 BJ4506  DESIGNATION -  3H011 LADH 1979
 BJ4506  PID         -  BJ4506
 BJ4506  STATE/COUNTY-  LA/ASCENSION
 BJ4506  USGS QUAD   -  GONZALES (1991)
 BJ4506
 BJ4506                         *CURRENT SURVEY CONTROL
 BJ4506  ___________________________________________________________________
 BJ4506* NAD 83(1992)-  30 12 36.85271(N)    090 56 47.86001(W)     ADJUSTED  
 BJ4506* NAVD 88     -        10.9  **(meters)      36.   **(feet)  VERTCON   
 BJ4506  **This station is located in a subsidence area (see below).
 BJ4506  ___________________________________________________________________
 BJ4506  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4506  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BJ4506
 BJ4506  HORZ ORDER  -  SECOND
 BJ4506
 BJ4506.The horizontal coordinates were established by classical geodetic methods
 BJ4506.and adjusted by the National Geodetic Survey in January 1993..
 BJ4506
 BJ4506 ** The orthometric height has not been validated since last determined
 BJ4506 ** by differential leveling and should not be used for control purposes.
 BJ4506 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4506 ** area with valid NAVD 88 orthometric heights.
 BJ4506 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4506 ** epoch indicated which incorporates improved geoid heights for the
 BJ4506 ** Southern Louisiana Subsidence area.
 BJ4506 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4506
 BJ4506.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4506
 BJ4506.The geoid height was determined by GEOID03.
 BJ4506
 BJ4506;                    North         East     Units Scale Factor Converg.
 BJ4506;SPC LA S     -   189,633.197 1,037,230.295   MT  0.99993239   +0 11 36.1
 BJ4506;SPC LA S     -   622,154.91  3,402,979.73   sFT  0.99993239   +0 11 36.1
 BJ4506;UTM  15      - 3,343,864.204   697,645.265   MT  1.00008196   +1 02 00.7
 BJ4506
 BJ4506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4506!SPC LA S     -   1.00000249  x   0.99993239  =   0.99993488
 BJ4506!UTM  15      -   1.00000249  x   1.00008196  =   1.00008446
 BJ4506
 BJ4506:                Primary Azimuth Mark                     Grid Az
 BJ4506:SPC LA S     -  BRITTANY BELL TEL MICROWAVE              089 26 26.9
 BJ4506:UTM  15      -  BRITTANY BELL TEL MICROWAVE              088 36 02.3
 BJ4506
 BJ4506|---------------------------------------------------------------------|
 BJ4506| PID    Reference Object                     Distance      Geod. Az  |
 BJ4506|                                                           dddmmss.s |
 BJ4506| BJ4489 BRITTANY BELL TEL MICROWAVE         APPROX. 5.7 KM 0893803.0 |
 BJ4506| BJ4507 3H010 LADH 1979                     APPROX. 2.1 KM 3214915.4 |
 BJ4506|---------------------------------------------------------------------|
 BJ4506
 BJ4506                          SUPERSEDED SURVEY CONTROL
 BJ4506
 BJ4506  NAD 83(1986)-  30 12 36.87027(N)    090 56 47.85970(W) AD(       ) 2
 BJ4506  NAD 27      -  30 12 36.16228(N)    090 56 47.50171(W) AD(       ) 2
 BJ4506  NGVD 29 (07/19/86)   11.0    (m)           36.     (f) VERT ANG       
 BJ4506
 BJ4506.Superseded values are not recommended for survey control.
 BJ4506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4506.See file dsdata.txt to determine how the superseded data were derived.
 BJ4506
 BJ4506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9764543864(NAD 83)
 BJ4506_MARKER: DD = SURVEY DISK
 BJ4506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4506+STABILITY: SURFACE MOTION
 BJ4506
 BJ4506  HISTORY     - Date     Condition        Report By
 BJ4506  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4506
 BJ4506                          STATION DESCRIPTION
 BJ4506
 BJ4506'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4506'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 31, T 10 S,
 BJ4506'R 3 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4506'
 BJ4506'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 22
 BJ4506'AND INTERSTATE 10, DRIVE WEST ALONG INTERSTATE 10 FOR 4.9 MILES
 BJ4506'TO THE STATION ON THE LEFT AND IN THE MEDIAN NEAR THE EAST END OF
 BJ4506'THE STATE HIGHWAY 30 OVERPASS.
 BJ4506'
 BJ4506'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4506'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H011 1978.  THE
 BJ4506'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4506'THAT IS FLUSH WITH THE GROUND.  IT IS 154 FEET EAST-SOUTHEAST OF
 BJ4506'THE PROJECTED CENTER OF THE EAST BOUND LANE OF STATE HIGHWAY 30,
 BJ4506'25 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE WEST BOUND LANE OF
 BJ4506'INTERSTATE 10, 12 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 BJ4506'BRIDGE ABUTMENT (WEST BOUND LANE), 2 FEET WEST-NORTHWEST OF A
 BJ4506'METAL WITNESS POST AND SIGN.  THE SUBSURFACE DISK IS SET IN
 BJ4506'AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 BJ4506'GROUND SURFACE.
 BJ4506'
 BJ4506'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4505 ***********************************************************************
 BJ4505  DESIGNATION -  3H012 LADH 1979
 BJ4505  PID         -  BJ4505
 BJ4505  STATE/COUNTY-  LA/ASCENSION
 BJ4505  USGS QUAD   -  GONZALES (1991)
 BJ4505
 BJ4505                         *CURRENT SURVEY CONTROL
 BJ4505  ___________________________________________________________________
 BJ4505* NAD 83(1992)-  30 12 06.57528(N)    090 56 17.28492(W)     ADJUSTED  
 BJ4505* NAVD 88     -         3.1  **(meters)      10.   **(feet)  VERTCON   
 BJ4505  **This station is located in a subsidence area (see below).
 BJ4505  ___________________________________________________________________
 BJ4505  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ4505  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BJ4505
 BJ4505  HORZ ORDER  -  SECOND
 BJ4505
 BJ4505.The horizontal coordinates were established by classical geodetic methods
 BJ4505.and adjusted by the National Geodetic Survey in January 1993..
 BJ4505
 BJ4505 ** The orthometric height has not been validated since last determined
 BJ4505 ** by differential leveling and should not be used for control purposes.
 BJ4505 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4505 ** area with valid NAVD 88 orthometric heights.
 BJ4505 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4505 ** epoch indicated which incorporates improved geoid heights for the
 BJ4505 ** Southern Louisiana Subsidence area.
 BJ4505 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4505
 BJ4505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4505
 BJ4505.The geoid height was determined by GEOID03.
 BJ4505
 BJ4505;                    North         East     Units Scale Factor Converg.
 BJ4505;SPC LA S     -   188,703.714 1,038,051.183   MT  0.99993187   +0 11 51.4
 BJ4505;SPC LA S     -   619,105.44  3,405,672.92   sFT  0.99993187   +0 11 51.4
 BJ4505;UTM  15      - 3,342,946.716   698,479.819   MT  1.00008604   +1 02 15.2
 BJ4505
 BJ4505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4505!SPC LA S     -   1.00000372  x   0.99993187  =   0.99993559
 BJ4505!UTM  15      -   1.00000372  x   1.00008604  =   1.00008976
 BJ4505
 BJ4505:                Primary Azimuth Mark                     Grid Az
 BJ4505:SPC LA S     -  3H011 LADH 1979                          318 33 00.6
 BJ4505:UTM  15      -  3H011 LADH 1979                          317 42 36.8
 BJ4505
 BJ4505|---------------------------------------------------------------------|
 BJ4505| PID    Reference Object                     Distance      Geod. Az  |
 BJ4505|                                                           dddmmss.s |
 BJ4505| BJ4506 3H011 LADH 1979                     APPROX. 1.2 KM 3184452.0 |
 BJ4505|---------------------------------------------------------------------|
 BJ4505
 BJ4505                          SUPERSEDED SURVEY CONTROL
 BJ4505
 BJ4505  NAD 83(1986)-  30 12 06.59286(N)    090 56 17.28466(W) AD(       ) 2
 BJ4505  NAD 27      -  30 12 05.88405(N)    090 56 16.92792(W) AD(       ) 2
 BJ4505  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 BJ4505
 BJ4505.Superseded values are not recommended for survey control.
 BJ4505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4505.See file dsdata.txt to determine how the superseded data were derived.
 BJ4505
 BJ4505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9848042947(NAD 83)
 BJ4505_MARKER: DD = SURVEY DISK
 BJ4505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4505+STABILITY: SURFACE MOTION
 BJ4505
 BJ4505  HISTORY     - Date     Condition        Report By
 BJ4505  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4505
 BJ4505                          STATION DESCRIPTION
 BJ4505
 BJ4505'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4505'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 20, T 10 S,
 BJ4505'R 3 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4505'
 BJ4505'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 22
 BJ4505'AND INTERSTATE 10 DRIVE WEST ALONG INTERSTATE 10 FOR 4 MILES TO
 BJ4505'THE STATION ON THE LEFT IN THE MEDIAN.
 BJ4505'
 BJ4505'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4505'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H012 1978.  THE
 BJ4505'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4505'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 167 FEET SOUTH OF A
 BJ4505'RIGHT-OF-WAY MARKER, 42.7 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 BJ4505'THE WEST BOUND LANE OF INTERSTATE 10, 4 FEET NORTHEAST OF THE
 BJ4505'EDGE OF THE MOWED AREA IN THE MEDIAN, 2 FEET WEST-NORTHWEST OF A
 BJ4505'METAL WITNESS POST AND SIGN.  THE SUBSURFACE DISK IS SET IN AN
 BJ4505'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
 BJ4505'GROUND SURFACE.
 BJ4505'
 BJ4505'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4504 ***********************************************************************
 BJ4504  DESIGNATION -  3H013 LADH 1979
 BJ4504  PID         -  BJ4504
 BJ4504  STATE/COUNTY-  LA/ASCENSION
 BJ4504  USGS QUAD   -  GONZALES (1991)
 BJ4504
 BJ4504                         *CURRENT SURVEY CONTROL
 BJ4504  ___________________________________________________________________
 BJ4504* NAD 83(1992)-  30 11 32.89026(N)    090 55 11.07922(W)     ADJUSTED  
 BJ4504* NAVD 88     -         9.2  **(meters)      30.   **(feet)  VERTCON   
 BJ4504  **This station is located in a subsidence area (see below).
 BJ4504  ___________________________________________________________________
 BJ4504  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ4504  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ4504
 BJ4504  HORZ ORDER  -  SECOND
 BJ4504
 BJ4504.The horizontal coordinates were established by classical geodetic methods
 BJ4504.and adjusted by the National Geodetic Survey in January 1993..
 BJ4504
 BJ4504 ** The orthometric height has not been validated since last determined
 BJ4504 ** by differential leveling and should not be used for control purposes.
 BJ4504 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4504 ** area with valid NAVD 88 orthometric heights.
 BJ4504 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4504 ** epoch indicated which incorporates improved geoid heights for the
 BJ4504 ** Southern Louisiana Subsidence area.
 BJ4504 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4504
 BJ4504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4504
 BJ4504.The geoid height was determined by GEOID03.
 BJ4504
 BJ4504;                    North         East     Units Scale Factor Converg.
 BJ4504;SPC LA S     -   187,672.768 1,039,825.621   MT  0.99993131   +0 12 24.5
 BJ4504;SPC LA S     -   615,723.07  3,411,494.56   sFT  0.99993131   +0 12 24.5
 BJ4504;UTM  15      - 3,341,941.731   700,269.462   MT  1.00009484   +1 02 47.5
 BJ4504
 BJ4504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4504!SPC LA S     -   1.00000275  x   0.99993131  =   0.99993406
 BJ4504!UTM  15      -   1.00000275  x   1.00009484  =   1.00009760
 BJ4504
 BJ4504:                Primary Azimuth Mark                     Grid Az
 BJ4504:SPC LA S     -  BRITTANY BELL TEL MICROWAVE              057 12 28.9
 BJ4504:UTM  15      -  BRITTANY BELL TEL MICROWAVE              056 22 05.9
 BJ4504
 BJ4504|---------------------------------------------------------------------|
 BJ4504| PID    Reference Object                     Distance      Geod. Az  |
 BJ4504|                                                           dddmmss.s |
 BJ4504| BJ4489 BRITTANY BELL TEL MICROWAVE         APPROX. 3.7 KM 0572453.4 |
 BJ4504| BJ4505 3H012 LADH 1979                     APPROX. 2.1 KM 3002148.0 |
 BJ4504|---------------------------------------------------------------------|
 BJ4504
 BJ4504                          SUPERSEDED SURVEY CONTROL
 BJ4504
 BJ4504  NAD 83(1986)-  30 11 32.90784(N)    090 55 11.07901(W) AD(       ) 2
 BJ4504  NAD 27      -  30 11 32.19802(N)    090 55 10.72453(W) AD(       ) 2
 BJ4504  NGVD 29 (07/19/86)    9.3    (m)           31.     (f) VERT ANG       
 BJ4504
 BJ4504.Superseded values are not recommended for survey control.
 BJ4504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4504.See file dsdata.txt to determine how the superseded data were derived.
 BJ4504
 BJ4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0026941942(NAD 83)
 BJ4504_MARKER: DD = SURVEY DISK
 BJ4504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4504+STABILITY: SURFACE MOTION
 BJ4504
 BJ4504  HISTORY     - Date     Condition        Report By
 BJ4504  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4504
 BJ4504                          STATION DESCRIPTION
 BJ4504
 BJ4504'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4504'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 46, T 10 S,
 BJ4504'R 3 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4504'
 BJ4504'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 30
 BJ4504'AND INTERSTATE 10, DRIVE EAST ALONG INTERSTATE 10 FOR 2.2 MILES TO
 BJ4504'THE OVERPASS OVER STATE HIGHWAY 44 AND THE STATION ON THE LEFT, IN
 BJ4504'THE MEDIAN NEAR THE SOUTHEAST CORNER OF THE OVERPASS, ON THE WEST
 BJ4504'BOUND LANE OF INTERSTATE 10.
 BJ4504'
 BJ4504'THE STATION DISKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4504'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H013 1978.  THE
 BJ4504'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4504'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 142.5 FEET
 BJ4504'EAST-SOUTHEAST OF THE PROJECTED CENTERLINE OF THE WEST BOUND LANE
 BJ4504'OF STATE HIGHWAY 44, 23.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 BJ4504'THE WEST BOUND LANE OF INTERSTATE 10, 13.5 FEET SOUTHEAST OF
 BJ4504'THE SOUTHEAST CORNER OF THE OVERPASS ABUTMENT IN THE WEST BOUND
 BJ4504'LANE OF INTERSTATE 10, AND 2 FEET WEST OF A METAL WITNESS POST
 BJ4504'AND SIGN.  THE SUBSURFACE DISK IS SET IN AN IRREGULAR MASS
 BJ4504'OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4504'
 BJ4504'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4501 ***********************************************************************
 BJ4501  DESIGNATION -  3H014 LADH 1979
 BJ4501  PID         -  BJ4501
 BJ4501  STATE/COUNTY-  LA/ASCENSION
 BJ4501  USGS QUAD   -  GONZALES (1991)
 BJ4501
 BJ4501                         *CURRENT SURVEY CONTROL
 BJ4501  ___________________________________________________________________
 BJ4501* NAD 83(1992)-  30 10 54.21550(N)    090 53 48.79275(W)     ADJUSTED  
 BJ4501* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 BJ4501  **This station is located in a subsidence area (see below).
 BJ4501  ___________________________________________________________________
 BJ4501  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4501  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BJ4501
 BJ4501  HORZ ORDER  -  SECOND
 BJ4501
 BJ4501.The horizontal coordinates were established by classical geodetic methods
 BJ4501.and adjusted by the National Geodetic Survey in January 1993..
 BJ4501
 BJ4501 ** The orthometric height has not been validated since last determined
 BJ4501 ** by differential leveling and should not be used for control purposes.
 BJ4501 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4501 ** area with valid NAVD 88 orthometric heights.
 BJ4501 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4501 ** epoch indicated which incorporates improved geoid heights for the
 BJ4501 ** Southern Louisiana Subsidence area.
 BJ4501 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4501
 BJ4501.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4501
 BJ4501.The geoid height was determined by GEOID03.
 BJ4501
 BJ4501;                    North         East     Units Scale Factor Converg.
 BJ4501;SPC LA S     -   186,490.102 1,042,031.143   MT  0.99993071   +0 13 05.6
 BJ4501;SPC LA S     -   611,842.94  3,418,730.51   sFT  0.99993071   +0 13 05.6
 BJ4501;UTM  15      - 3,340,791.315   702,492.454   MT  1.00010589   +1 03 27.7
 BJ4501
 BJ4501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4501!SPC LA S     -   1.00000374  x   0.99993071  =   0.99993445
 BJ4501!UTM  15      -   1.00000374  x   1.00010589  =   1.00010963
 BJ4501
 BJ4501:                Primary Azimuth Mark                     Grid Az
 BJ4501:SPC LA S     -  BRITTANY BELL TEL MICROWAVE              016 06 47.3
 BJ4501:UTM  15      -  BRITTANY BELL TEL MICROWAVE              015 16 25.2
 BJ4501
 BJ4501|---------------------------------------------------------------------|
 BJ4501| PID    Reference Object                     Distance      Geod. Az  |
 BJ4501|                                                           dddmmss.s |
 BJ4501| BJ4489 BRITTANY BELL TEL MICROWAVE         APPROX. 3.3 KM 0161952.9 |
 BJ4501| BJ4504 3H013 LADH 1979                     APPROX. 2.5 KM 2982511.2 |
 BJ4501|---------------------------------------------------------------------|
 BJ4501
 BJ4501                          SUPERSEDED SURVEY CONTROL
 BJ4501
 BJ4501  NAD 83(1986)-  30 10 54.23307(N)    090 53 48.79263(W) AD(       ) 2
 BJ4501  NAD 27      -  30 10 53.52209(N)    090 53 48.44087(W) AD(       ) 2
 BJ4501  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 BJ4501
 BJ4501.Superseded values are not recommended for survey control.
 BJ4501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4501.See file dsdata.txt to determine how the superseded data were derived.
 BJ4501
 BJ4501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0249240791(NAD 83)
 BJ4501_MARKER: DD = SURVEY DISK
 BJ4501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4501+STABILITY: SURFACE MOTION
 BJ4501
 BJ4501  HISTORY     - Date     Condition        Report By
 BJ4501  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4501
 BJ4501                          STATION DESCRIPTION
 BJ4501
 BJ4501'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4501'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 33, T 10 S,
 BJ4501'R 3 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4501'
 BJ4501'TO REACH THE STATION FROM THE INTERSECTION OF LOUISIANA STATE
 BJ4501'HIGHWAY 22 AND INTERSTATE HIGHWAY 10, DRIVE WEST ALONG INTERSTATE
 BJ4501'10 FOR 1.2 MILES TO A REST AREA AND THE STATION ON THE LEFT BETWEEN
 BJ4501'THE WEST BOUND LANE OF INTERSTATE 10 AND THE ENTRANCE RAMP TO THE
 BJ4501'REST AREA.
 BJ4501'
 BJ4501'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4501'AND U.S. COAST AND GEODETIC SURVEY DISKS.  THEY ARE STAMPED 3H014
 BJ4501'1978.  THE SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE
 BJ4501'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 126 FEET
 BJ4501'SOUTH-SOUTHEAST OF A 12 INCH WATER OAK, 79.5 FEET NORTH OF THE
 BJ4501'CENTER OF THE WEST BOUND LANE OF INTERSTATE 10, 17 FEET SOUTH OF
 BJ4501'THE CENTER OF THE WEST REST AREA LANE, AND 2 FEET WEST OF A
 BJ4501'METAL WITNESS POST AND SIGN.  THE SUB-SURFACE DISK IS SET IN AN
 BJ4501'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BJ4501'SURFACE.
 BJ4501'
 BJ4501'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4502 ***********************************************************************
 BJ4502  DESIGNATION -  3H016
 BJ4502  PID         -  BJ4502
 BJ4502  STATE/COUNTY-  LA/ASCENSION
 BJ4502  USGS QUAD   -  GONZALES (1991)
 BJ4502
 BJ4502                         *CURRENT SURVEY CONTROL
 BJ4502  ___________________________________________________________________
 BJ4502* NAD 83(1992)-  30 09 05.13462(N)    090 53 49.59962(W)     ADJUSTED  
 BJ4502* NAVD 88     -         3.2  **(meters)      10.   **(feet)  VERTCON   
 BJ4502  **This station is located in a subsidence area (see below).
 BJ4502  ___________________________________________________________________
 BJ4502  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4502  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ4502
 BJ4502  HORZ ORDER  -  SECOND
 BJ4502
 BJ4502.The horizontal coordinates were established by classical geodetic methods
 BJ4502.and adjusted by the National Geodetic Survey in January 1993..
 BJ4502
 BJ4502 ** The orthometric height has not been validated since last determined
 BJ4502 ** by differential leveling and should not be used for control purposes.
 BJ4502 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4502 ** area with valid NAVD 88 orthometric heights.
 BJ4502 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4502 ** epoch indicated which incorporates improved geoid heights for the
 BJ4502 ** Southern Louisiana Subsidence area.
 BJ4502 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4502
 BJ4502.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4502
 BJ4502.The geoid height was determined by GEOID03.
 BJ4502
 BJ4502;                    North         East     Units Scale Factor Converg.
 BJ4502;SPC LA S     -   183,131.339 1,042,022.345   MT  0.99992918   +0 13 05.2
 BJ4502;SPC LA S     -   600,823.40  3,418,701.64   sFT  0.99992918   +0 13 05.2
 BJ4502;UTM  15      - 3,337,432.191   702,532.844   MT  1.00010609   +1 03 23.8
 BJ4502
 BJ4502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4502!SPC LA S     -   1.00000368  x   0.99992918  =   0.99993286
 BJ4502!UTM  15      -   1.00000368  x   1.00010609  =   1.00010977
 BJ4502
 BJ4502:                Primary Azimuth Mark                     Grid Az
 BJ4502:SPC LA S     -  SOR                                      061 59 15.2
 BJ4502:UTM  15      -  SOR                                      061 08 56.6
 BJ4502
 BJ4502|---------------------------------------------------------------------|
 BJ4502| PID    Reference Object                     Distance      Geod. Az  |
 BJ4502|                                                           dddmmss.s |
 BJ4502| BJ4490 SOR                                 483.634 METERS 0621220.4 |
 BJ4502| BJ4503 ORMET WATER TANK                    APPROX. 2.5 KM 2232518.3 |
 BJ4502|---------------------------------------------------------------------|
 BJ4502
 BJ4502                          SUPERSEDED SURVEY CONTROL
 BJ4502
 BJ4502  NAD 83(1986)-  30 09 05.15158(N)    090 53 49.60011(W) AD(       ) 2
 BJ4502  NAD 27      -  30 09 04.43780(N)    090 53 49.24968(W) AD(       ) 2
 BJ4502  NGVD 29 (07/19/86)    3.3    (m)           11.     (f) VERT ANG       
 BJ4502
 BJ4502.Superseded values are not recommended for survey control.
 BJ4502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4502.See file dsdata.txt to determine how the superseded data were derived.
 BJ4502
 BJ4502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0253337432(NAD 83)
 BJ4502_MARKER: DD = SURVEY DISK
 BJ4502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4502_SP_SET: CONCRETE POST
 BJ4502_MARK LOGO: LADTD 
 BJ4502_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4502+STABILITY: SURFACE MOTION
 BJ4502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4502+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1988
 BJ4502
 BJ4502  HISTORY     - Date     Condition        Report By
 BJ4502  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4502  HISTORY     - 1979     GOOD             LADTD
 BJ4502  HISTORY     - 19880126 GOOD             LADTD
 BJ4502
 BJ4502                          STATION DESCRIPTION
 BJ4502
 BJ4502'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4502'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 BJ4502'10 AND STATE HIGHWAY 22 DRIVE WEST ALONG STATE HIGHWAY 22 FOR 2.2
 BJ4502'MILES TO THE STATION ON THE LEFT NEAR A POWER POLE.
 BJ4502'
 BJ4502'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4502'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H016 1978.  THE
 BJ4502'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4502'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 93.5 FEET WEST OF A
 BJ4502'POWER POLE NO 47, 50 FEET SOUTH-SOUTHEAST OF THE CENTER OF STATE
 BJ4502'HIGHWAY 22, 27 FEET SOUTHWEST OF THE EAST END OF A CEMENT
 BJ4502'CULVERT UNDER A DRIVE TO A FIELD, 12 FEET SOUTHWEST OF THE
 BJ4502'CENTER OF A METAL GATE, 4.3 FEET NORTHWEST OF A POWER POLE
 BJ4502'WITH A WITNESS SIGN ATTACHED.  THE SUB-SURFACE DISK IS SET IN AN
 BJ4502'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BJ4502'SURFACE.
 BJ4502'
 BJ4502'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4502
 BJ4502                          STATION RECOVERY (1979)
 BJ4502
 BJ4502'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ4502'RECOVERED IN GOOD CONDITION.
 BJ4502
 BJ4502                          STATION RECOVERY (1988)
 BJ4502
 BJ4502'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4502'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) WEST OF SORRENTO AND 2.9
 BJ4502'KM (1.80 MI) EAST OF BURNSIDE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ4502'TRANSPORTATION AND DEVELOPMENT.
 BJ4502'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 BJ4502'AND STATE HIGHWAY 22 GO WEST FOR 3.5 KM (2.15 MI) ON HIGHWAY 22 TO THE
 BJ4502'STATION ON THE LEFT NEAR A POWER POLE.
 BJ4502'THE STATION IS 28.5 M (93.5 FT) WEST FROM A POWER POLE NUMBER 47, 15.2
 BJ4502'M (49.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 8.2 M
 BJ4502'(26.9 FT) SOUTHWEST FROM THE EAST END OF A CONCRETE CULVERT UNDER A
 BJ4502'DRIVE INTO A FIELD, 3.7 M (12.1 FT) SOUTHWEST FROM THE CENTER OF A
 BJ4502'METAL GATE AND 1.3 M (4.3 FT) NORTHWEST FROM A POWER POLE WITH A
 BJ4502'WITNESS SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 BJ4502'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4460 ***********************************************************************
 BJ4460  DESIGNATION -  3H020 LADH 1978
 BJ4460  PID         -  BJ4460
 BJ4460  STATE/COUNTY-  LA/ASCENSION
 BJ4460  USGS QUAD   -  SORRENTO (1980)
 BJ4460
 BJ4460                         *CURRENT SURVEY CONTROL
 BJ4460  ___________________________________________________________________
 BJ4460* NAD 83(1992)-  30 08 53.96115(N)    090 46 30.12974(W)     ADJUSTED  
 BJ4460* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 BJ4460  **This station is located in a subsidence area (see below).
 BJ4460  ___________________________________________________________________
 BJ4460  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 BJ4460  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BJ4460
 BJ4460  HORZ ORDER  -  SECOND
 BJ4460
 BJ4460.The horizontal coordinates were established by classical geodetic methods
 BJ4460.and adjusted by the National Geodetic Survey in January 1993..
 BJ4460
 BJ4460 ** The orthometric height has not been validated since last determined
 BJ4460 ** by differential leveling and should not be used for control purposes.
 BJ4460 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4460 ** area with valid NAVD 88 orthometric heights.
 BJ4460 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4460 ** epoch indicated which incorporates improved geoid heights for the
 BJ4460 ** Southern Louisiana Subsidence area.
 BJ4460 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4460.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4460
 BJ4460.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4460
 BJ4460.The geoid height was determined by GEOID03.
 BJ4460
 BJ4460;                    North         East     Units Scale Factor Converg.
 BJ4460;SPC LA S     -   182,838.334 1,053,783.713   MT  0.99992904   +0 16 45.0
 BJ4460;SPC LA S     -   599,862.10  3,457,288.73   sFT  0.99992904   +0 16 45.0
 BJ4460;UTM  15      - 3,337,311.333   714,299.676   MT  1.00016662   +1 07 04.4
 BJ4460
 BJ4460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4460!SPC LA S     -   1.00000372  x   0.99992904  =   0.99993276
 BJ4460!UTM  15      -   1.00000372  x   1.00016662  =   1.00017034
 BJ4460
 BJ4460:                Primary Azimuth Mark                     Grid Az
 BJ4460:SPC LA S     -  LAVERT 1973 RM 3                         281 51 29.5
 BJ4460:UTM  15      -  LAVERT 1973 RM 3                         281 01 10.1
 BJ4460
 BJ4460|---------------------------------------------------------------------|
 BJ4460| PID    Reference Object                     Distance      Geod. Az  |
 BJ4460|                                                           dddmmss.s |
 BJ4460| BJ4461 LAVERT 1973 RM 3                    APPROX. 1.9 KM 2820814.5 |
 BJ4460|---------------------------------------------------------------------|
 BJ4460
 BJ4460                          SUPERSEDED SURVEY CONTROL
 BJ4460
 BJ4460  NAD 83(1986)-  30 08 53.97639(N)    090 46 30.13139(W) AD(       ) 2
 BJ4460  NAD 27      -  30 08 53.26030(N)    090 46 29.79411(W) AD(       ) 2
 BJ4460  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 BJ4460
 BJ4460.Superseded values are not recommended for survey control.
 BJ4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4460.See file dsdata.txt to determine how the superseded data were derived.
 BJ4460
 BJ4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1430037311(NAD 83)
 BJ4460_MARKER: DD = SURVEY DISK
 BJ4460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4460+STABILITY: SURFACE MOTION
 BJ4460
 BJ4460  HISTORY     - Date     Condition        Report By
 BJ4460  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4460
 BJ4460                          STATION DESCRIPTION
 BJ4460
 BJ4460'DESCRIBED BY LA TRANSP AND DEV 1978 (TLH)
 BJ4460'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 26, T 10 S,
 BJ4460'R 4 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4460'
 BJ4460'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 61 AND
 BJ4460'INTERSTATE 10, DRIVE EAST ALONG INTERSTATE 10 FOR 1.9 MILES TO
 BJ4460'STATION ON THE LEFT IN MEDIAN.
 BJ4460'
 BJ4460'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4460'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 3H020 1978.  THE
 BJ4460'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4460'THAT IS FLUSH WITH THE GROUND SURFACE.  THE STATION IS 53 FEET
 BJ4460'NORTH OF CENTERLINE OF EASTBOUND LANE OF INTERSTATE 10, 35 FEET
 BJ4460'SOUTH OF CENTERLINE OF THE WESTBOUND LANE OF INTERSTATE 10, 14
 BJ4460'FEET NORTHWEST OF CENTER OF METAL DRAIN, 2 FEET EAST OF A METAL
 BJ4460'WITNESS POST AND SIGN.  THE SUB-SURFACE DISK IS SET IN TOP OF
 BJ4460'AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 BJ4460'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0735 ***********************************************************************
 BJ0735  DESIGNATION -  4
 BJ0735  PID         -  BJ0735
 BJ0735  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0735  USGS QUAD   -  ERWINVILLE (1980)
 BJ0735
 BJ0735                         *CURRENT SURVEY CONTROL
 BJ0735  ___________________________________________________________________
 BJ0735* NAD 83(1986)-  30 31 56.     (N)    091 24 24.     (W)     SCALED    
 BJ0735* NAVD 88     -         6.717  (meters)      22.04   (feet)  READJUSTED
 BJ0735  ___________________________________________________________________
 BJ0735  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ0735  DYNAMIC HT  -           6.710 (meters)      22.01  (feet)  COMP
 BJ0735  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ0735
 BJ0735  VERT ORDER  -  ?
 BJ0735
 BJ0735.The horizontal coordinates were scaled from a topographic map and have
 BJ0735.an estimated accuracy of +/- 6 seconds.
 BJ0735
 BJ0735.The orthometric height was determined by differential leveling
 BJ0735.and adjusted by the National Geodetic Survey in June 1991..
 BJ0735.The height was derived from older observations constrained to new
 BJ0735.heights in a crustal motion area.  The height is approximate in
 BJ0735.relation to other heights in its vicinity.
 BJ0735
 BJ0735.The geoid height was determined by GEOID03.
 BJ0735
 BJ0735.The dynamic height is computed by dividing the NAVD 88
 BJ0735.geopotential number by the normal gravity value computed on the
 BJ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0735.degrees latitude (g = 980.6199 gals.).
 BJ0735
 BJ0735.The modeled gravity was interpolated from observed gravity values.
 BJ0735
 BJ0735;                    North         East    Units  Estimated Accuracy
 BJ0735;SPC LA S     -   225,270.      992,960.      MT  (+/- 180 meters Scaled)
 BJ0735
 BJ0735                          SUPERSEDED SURVEY CONTROL
 BJ0735
 BJ0735  NGVD 29 (??/??/??)    6.679  (m)           21.91   (f) ADJUSTED    1 1
 BJ0735
 BJ0735.Superseded values are not recommended for survey control.
 BJ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0735.See file dsdata.txt to determine how the superseded data were derived.
 BJ0735
 BJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP528788(NAD 83)
 BJ0735_MARKER: B = BOLT
 BJ0735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0735_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0735
 BJ0735  HISTORY     - Date     Condition        Report By
 BJ0735  HISTORY     - UNK      MONUMENTED       DOD
 BJ0735  HISTORY     - 1964     GOOD             CGS
 BJ0735  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ0735  HISTORY     - 1976     GOOD             NGS
 BJ0735  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0735
 BJ0735                          STATION DESCRIPTION
 BJ0735
 BJ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0735'IN ERWINVILLE.
 BJ0735'AT ERWINVILLE, ON THE MISSOURI PACIFIC RAILROAD, IN SECTION 24, T 6 S,
 BJ0735'R 10 E, 134 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE SOUTHEAST
 BJ0735'CORNER OF THE RAILROAD STATION, 25 FEET SOUTH OF THE SOUTH RAIL OF THE
 BJ0735'MAIN TRACK, SET IN THE TOP OF THE EAST EDGE OF A CONCRETE FOUNDATION
 BJ0735'FOR A RAILROAD WATER TANK FROM WHICH THE WATER TANK HAS BEEN REMOVED,
 BJ0735'0.9 FOOT WEST OF THE EAST EDGE OF THE FOUNDATION, 6.5 FEET NORTH OF
 BJ0735'THE SOUTH EDGE OF THE FOUNDATION, 27 FEET NORTHWEST OF A TELEPHONE
 BJ0735'POLE, AND ABOUT LEVEL WITH THE GROUND.
 BJ0735
 BJ0735                          STATION RECOVERY (1968)
 BJ0735
 BJ0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ0735'MARK NOT FOUND.
 BJ0735
 BJ0735                          STATION RECOVERY (1976)
 BJ0735
 BJ0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0735'AT ERWINVILLE, 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 BJ0735'FROM THE CROSSING OF STATE HIGHWAY 413, 134.5 FT. SOUTH OF AND ACROSS
 BJ0735'THE TRACKS FROM THE CONCRETE FOUNDATION OF THE FORMER STATION WHICH
 BJ0735'HAS BEEN REMOVED, 25.6 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 BJ0735'MAIN TRACK, 121 FT. SOUTH OF THE FOURTH TELEPHONE POLE SOUTHEAST OF
 BJ0735'THE CROSSING, 97 FT. WEST OF THE FIFTH TELEPHONE POLE SOUTHEAST OF
 BJ0735'THE CROSSING, A COPPER BOLT IN THE TOP OF THE SOUTHEAST EDGE OF A
 BJ0735'CONCRETE FOUNDATION OF A FORMER RAILROAD WATER TANK FROM WHICH THE
 BJ0735'TANK HAS BEEN REMOVED. 0.9 FT. NORTHWEST OF THE SOUTHEAST EDGE OF THE
 BJ0735'FOUNDATION, 6.5 FT. NORTHEAST OF THE SOUTHWEST EDGE OF THE FOUNDATION
 BJ0735
 BJ0735                          STATION RECOVERY (1986)
 BJ0735
 BJ0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0735'NOT RECOVERED, DESCRIPTION NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3161 ***********************************************************************
 BK3161  DESIGNATION -  4
 BK3161  PID         -  BK3161
 BK3161  STATE/COUNTY-  LA/CALCASIEU
 BK3161  USGS QUAD   -  MOSS LAKE (1994)
 BK3161
 BK3161                         *CURRENT SURVEY CONTROL
 BK3161  ___________________________________________________________________
 BK3161* NAD 83(1992)-  30 03 15.79896(N)    093 15 41.42258(W)     ADJUSTED  
 BK3161* NAVD 88     -         1.21   (+/-2cm)       4.0  **(feet)  VERTCON   
 BK3161  **This station is located in a subsidence area (see below).
 BK3161  ___________________________________________________________________
 BK3161  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK3161  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK3161
 BK3161  HORZ ORDER  -  SECOND
 BK3161  VERT ORDER  -  THIRD ? (See Below)
 BK3161
 BK3161.The horizontal coordinates were established by classical geodetic methods
 BK3161.and adjusted by the National Geodetic Survey in January 1993..
 BK3161
 BK3161 ** The orthometric height has not been validated since last determined
 BK3161 ** by differential leveling and should not be used for control purposes.
 BK3161 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3161 ** area with valid NAVD 88 orthometric heights.
 BK3161 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3161 ** epoch indicated which incorporates improved geoid heights for the
 BK3161 ** Southern Louisiana Subsidence area.
 BK3161 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3161.The vertical order pertains to the NGVD 29 superseded value.
 BK3161
 BK3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3161
 BK3161.The geoid height was determined by GEOID03.
 BK3161
 BK3161;                    North         East     Units Scale Factor Converg.
 BK3161;SPC LA S     -   173,859.351   814,081.798   MT  0.99992618   -0 57 50.8
 BK3161;SPC LA S     -   570,403.55  2,670,866.70   sFT  0.99992618   -0 57 50.8
 BK3161;UTM  15      - 3,324,840.886   474,792.046   MT  0.99960784   -0 07 51.5
 BK3161
 BK3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3161!SPC LA S     -   1.00000408  x   0.99992618  =   0.99993026
 BK3161!UTM  15      -   1.00000408  x   0.99960784  =   0.99961191
 BK3161
 BK3161:                Primary Azimuth Mark                     Grid Az
 BK3161:SPC LA S     -  4 RM 1                                   315 08 03.8
 BK3161:UTM  15      -  4 RM 1                                   314 18 04.5
 BK3161
 BK3161|---------------------------------------------------------------------|
 BK3161| PID    Reference Object                     Distance      Geod. Az  |
 BK3161|                                                           dddmmss.s |
 BK3161| CV8986 4 RM 1                                             3141013.0 |
 BK3161|---------------------------------------------------------------------|
 BK3161
 BK3161                          SUPERSEDED SURVEY CONTROL
 BK3161
 BK3161  NAD 83(1986)-  30 03 15.82393(N)    093 15 41.41085(W) AD(       ) 2
 BK3161  NAD 27      -  30 03 15.06300(N)    093 15 40.86300(W) AD(       ) 2
 BK3161  NGVD 29 (07/19/86)    1.18   (m)            3.9    (f) LEVELING    3  
 BK3161
 BK3161.Superseded values are not recommended for survey control.
 BK3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3161.See file dsdata.txt to determine how the superseded data were derived.
 BK3161
 BK3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7479224841(NAD 83)
 BK3161_MARKER: I = METAL ROD
 BK3161_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BK3161_SP_SET: OBJECT IMBEDDED IN GROUND
 BK3161
 BK3161  HISTORY     - Date     Condition        Report By
 BK3161  HISTORY     - 1932     MONUMENTED       USE
 BK3161  HISTORY     - 1947     MARK NOT FOUND   CGS
 BK3161
 BK3161                          STATION DESCRIPTION
 BK3161
 BK3161'DESCRIBED BY US ENGINEERS 1932 (LCW)
 BK3161'STATION ESTABLISHED BY U.S. ENGINEERS IN 1929.  DESCRIBED BY
 BK3161'THEM AS FOLLOWS--
 BK3161'
 BK3161'PBM 4 - ELEVATION 3.86- 1 1/4-INCH BY 5-FOOT GALVANIZED-IRON PIPE
 BK3161'SET IN CONCRETE, 6 INCHES EXPOSED, 24 FEET TO CANAL BANK 50 FEET
 BK3161'N OF BAYOU THAT CROSSES CANAL, MARKED IN CONCRETE USED B.M. 4.
 BK3161'RECOVERED IN 1933.  NEW DESCRIPTION AS FOLLOWS--
 BK3161'
 BK3161'THIS MARK IS PART OF A TRAVERSE OF THE ENGINEER DEPT. U.S.A.
 BK3161'
 BK3161'STATION MARK IS AN IRON PIPE SET IN CONCRETE ON THE E BANK OF
 BK3161'THE INTRACOASTAL CANAL, CALCASIEU MEMENTAU SECTION, ABOUT TWO
 BK3161'NATICAL MILES FROM THE HIGHWAY BRIDGE ON THE LAKE CHARLES GRAND
 BK3161'LAKE ROAD AND 20 FEET FROM THE EDGE OF THE CANAL.
 BK3161'
 BK3161'AN AZIMUTH MARK WAS ESTABLISHED ACROSS THE CANAL 60 FEET FROM A
 BK3161'CLUMP OF TREES, 110 FEET FROM THE EDGE OF THE CANAL, AND ABOUT
 BK3161'500 FEET N OF AN IRRIGATION DITCH GATE.
 BK3161'
 BK3161'HEIGHT OF LIGHT ABOVE STATION MARK - 8.2 METERS.
 BK3161
 BK3161                          STATION RECOVERY (1947)
 BK3161
 BK3161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3161'STATION BELIEVED TO BE LOST DUE TO WIDENING OF CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0030 ***********************************************************************
 BW0030  DESIGNATION -  4 5 TH LLD
 BW0030  PID         -  BW0030
 BW0030  STATE/COUNTY-  LA/POINTE COUPEE
 BW0030  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0030
 BW0030                         *CURRENT SURVEY CONTROL
 BW0030  ___________________________________________________________________
 BW0030* NAD 83(1986)-  31 00 04.     (N)    091 40 37.     (W)     SCALED    
 BW0030* NAVD 88     -        12.836  (meters)      42.11   (feet)  ADJUSTED  
 BW0030  ___________________________________________________________________
 BW0030  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BW0030  DYNAMIC HT  -          12.820 (meters)      42.06  (feet)  COMP
 BW0030  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 BW0030
 BW0030  VERT ORDER  -  FIRST     CLASS I
 BW0030
 BW0030.The horizontal coordinates were scaled from a topographic map and have
 BW0030.an estimated accuracy of +/- 6 seconds.
 BW0030
 BW0030.The orthometric height was determined by differential leveling
 BW0030.and adjusted by the National Geodetic Survey in February 1994..
 BW0030
 BW0030.The geoid height was determined by GEOID03.
 BW0030
 BW0030.The dynamic height is computed by dividing the NAVD 88
 BW0030.geopotential number by the normal gravity value computed on the
 BW0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0030.degrees latitude (g = 980.6199 gals.).
 BW0030
 BW0030.The modeled gravity was interpolated from observed gravity values.
 BW0030
 BW0030;                    North         East    Units  Estimated Accuracy
 BW0030;SPC LA S     -   277,300.      967,180.      MT  (+/- 180 meters Scaled)
 BW0030
 BW0030                          SUPERSEDED SURVEY CONTROL
 BW0030
 BW0030  NAVD 88 (06/15/91)   12.863  (m)           42.20   (f) UNKNOWN     1 1
 BW0030  NGVD 29 (??/??/??)   12.817  (m)           42.05   (f) ADJUSTED    1 1
 BW0030
 BW0030.Superseded values are not recommended for survey control.
 BW0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0030.See file dsdata.txt to determine how the superseded data were derived.
 BW0030
 BW0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ263304(NAD 83)
 BW0030_MARKER: Z = SEE DESCRIPTION
 BW0030_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BW0030_SP_SET: 41 FT. IRON PIPE
 BW0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0030
 BW0030  HISTORY     - Date     Condition        Report By
 BW0030  HISTORY     - 1975     MONUMENTED       USE
 BW0030  HISTORY     - 1976     GOOD             NGS
 BW0030  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BW0030
 BW0030                          STATION DESCRIPTION
 BW0030
 BW0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0030'0.8 MI NE FROM TORRAS.
 BW0030'0.8 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0030'HIGHWAY 418 AT TORRAS, 3 POWER LINE POLES SOUTHWEST OF THE SOUTHWEST
 BW0030'END OF BRIDGE OVER OLD RIVER LOCKS, 111 FT. NORTHWEST OF THE CENTER
 BW0030'LINE OF THE HIGHWAY, 63 FT. ENE OF POWER LINE POLE NO. 120, A 1 INCH
 BW0030'IRON PIPE WITH CAP DRIVEN TO A DEPTH OF 41 FT. AND ENCASED IN A 2
 BW0030'INCH IRON PIPE BORED TO A DEPTH OF 23 FT. WITH A 3 INCH SCREW CAP FOR
 BW0030'ACCESS. THE CAP IS 2 INCHES BELOW LEVEL OF GROUND.
 BW0030
 BW0030                          STATION RECOVERY (2005)
 BW0030
 BW0030'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3940 ***********************************************************************
 BJ3940  DESIGNATION -  4 87
 BJ3940  PID         -  BJ3940
 BJ3940  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3940  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3940
 BJ3940                         *CURRENT SURVEY CONTROL
 BJ3940  ___________________________________________________________________
 BJ3940* NAD 83(1986)-  30 26 01.     (N)    091 04 03.     (W)     SCALED    
 BJ3940* NAVD 88     -        13.955  (meters)      45.78   (feet)  ADJUSTED  
 BJ3940  ___________________________________________________________________
 BJ3940  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3940  DYNAMIC HT  -          13.937 (meters)      45.73  (feet)  COMP
 BJ3940  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 BJ3940
 BJ3940  VERT ORDER  -  SECOND    CLASS II
 BJ3940
 BJ3940.The horizontal coordinates were scaled from a topographic map and have
 BJ3940.an estimated accuracy of +/- 6 seconds.
 BJ3940
 BJ3940.The orthometric height was determined by differential leveling
 BJ3940.and adjusted by the National Geodetic Survey in February 1994..
 BJ3940
 BJ3940.The geoid height was determined by GEOID03.
 BJ3940
 BJ3940.The dynamic height is computed by dividing the NAVD 88
 BJ3940.geopotential number by the normal gravity value computed on the
 BJ3940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3940.degrees latitude (g = 980.6199 gals.).
 BJ3940
 BJ3940.The modeled gravity was interpolated from observed gravity values.
 BJ3940
 BJ3940;                    North         East    Units  Estimated Accuracy
 BJ3940;SPC LA S     -   214,360.    1,025,540.      MT  (+/- 180 meters Scaled)
 BJ3940
 BJ3940                          SUPERSEDED SURVEY CONTROL
 BJ3940
 BJ3940.No superseded survey control is available for this station.
 BJ3940
 BJ3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP855684(NAD 83)
 BJ3940_MARKER: DB = BENCH MARK DISK
 BJ3940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3940_SP_SET: CONCRETE POST
 BJ3940_STAMPING: 4-87 1987
 BJ3940_MARK LOGO: LA-033
 BJ3940_PROJECTION: FLUSH
 BJ3940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3940+STABILITY: SURFACE MOTION
 BJ3940
 BJ3940  HISTORY     - Date     Condition        Report By
 BJ3940  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3940
 BJ3940                          STATION DESCRIPTION
 BJ3940
 BJ3940'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3940'IN BATON ROUGE.
 BJ3940'LOCATED SOUTH OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF OLD
 BJ3940'HAMMOND HIGHWAY AND SERACEDAR STREET SET NEAR A FENCE LINE, 2.4
 BJ3940'METERS (8 FEET) EAST OF THE EAST EDGE OF CURB OF SERACEDAR STREET,
 BJ3940'1.4 METERS (4.5 FEET) NORTH FROM THE END OF A SIDEWALK, 1.2 METERS (4
 BJ3940'FEET) SOUTH FROM THE EDGE OF A DRIVEWAY AT THE FIRST HOME ON THE EAST
 BJ3940'SIDE OF SERACEDAR STREET, AND 1.2 METERS (4 FEET) NORTHWEST FROM A
 BJ3940'RED WOOD FENCE CORNER.
 BJ3940'THE MARK IS 0.31 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0022 ***********************************************************************
 BJ0022  DESIGNATION -  4 A BOLT
 BJ0022  PID         -  BJ0022
 BJ0022  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0022  USGS QUAD   -  INNIS (1994)
 BJ0022
 BJ0022                         *CURRENT SURVEY CONTROL
 BJ0022  ___________________________________________________________________
 BJ0022* NAD 83(1986)-  30 52 34.     (N)    091 40 24.     (W)     SCALED    
 BJ0022* NAVD 88     -        13.583  (meters)      44.56   (feet)  ADJUSTED  
 BJ0022  ___________________________________________________________________
 BJ0022  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0022  DYNAMIC HT  -          13.566 (meters)      44.51  (feet)  COMP
 BJ0022  MODELED GRAV-     979,377.7   (mgal)                       NAVD 88
 BJ0022
 BJ0022  VERT ORDER  -  FIRST     CLASS I
 BJ0022
 BJ0022.The horizontal coordinates were scaled from a topographic map and have
 BJ0022.an estimated accuracy of +/- 6 seconds.
 BJ0022
 BJ0022.The orthometric height was determined by differential leveling
 BJ0022.and adjusted by the National Geodetic Survey in February 1994..
 BJ0022
 BJ0022.The geoid height was determined by GEOID03.
 BJ0022
 BJ0022.The dynamic height is computed by dividing the NAVD 88
 BJ0022.geopotential number by the normal gravity value computed on the
 BJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0022.degrees latitude (g = 980.6199 gals.).
 BJ0022
 BJ0022.The modeled gravity was interpolated from observed gravity values.
 BJ0022
 BJ0022;                    North         East    Units  Estimated Accuracy
 BJ0022;SPC LA S     -   263,440.      967,490.      MT  (+/- 180 meters Scaled)
 BJ0022
 BJ0022                          SUPERSEDED SURVEY CONTROL
 BJ0022
 BJ0022  NAVD 88 (06/15/91)   13.613  (m)           44.66   (f) UNKNOWN     1 1
 BJ0022  NGVD 29 (??/??/??)   13.570  (m)           44.52   (f) ADJUSTED    1 1
 BJ0022
 BJ0022.Superseded values are not recommended for survey control.
 BJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0022.See file dsdata.txt to determine how the superseded data were derived.
 BJ0022
 BJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ268166(NAD 83)
 BJ0022_MARKER: B = BOLT
 BJ0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0022_STAMPING: PBM 4 A 1939
 BJ0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0022
 BJ0022  HISTORY     - Date     Condition        Report By
 BJ0022  HISTORY     - 1939     MONUMENTED       DOD
 BJ0022  HISTORY     - 1964     GOOD             CGS
 BJ0022  HISTORY     - 1976     GOOD             NGS
 BJ0022
 BJ0022                          STATION DESCRIPTION
 BJ0022
 BJ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0022'1.55 MI S FROM WILLIAMSPORT.
 BJ0022'ABOUT 1.55 MILES SOUTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS
 BJ0022'CHURCH AT WILLIAMSPORT, ON PROPERTY BELONGING TO A MR. MONTGOMERY, 334
 BJ0022'FEET WEST OF THE CENTER LINE OF THE ROAD, 166 FEET SOUTHWEST OF THE
 BJ0022'SOUTHWEST CORNER OF AN OLD HOUSE, 9 FEET SOUTHEAST OF A CONCRETE
 BJ0022'FOUNDATION WHICH PROJECTS ABOUT 8 FEET, ABOUT LEVEL WITH THE ROAD, A
 BJ0022'COPPER BOLT SET IN CONCRETE ABOUT 3 FEET BELOW THE LEVEL OF THE
 BJ0022'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A
 BJ0022'CAP WHICH PROJECTS 1 FOOT.
 BJ0022
 BJ0022                          STATION RECOVERY (1976)
 BJ0022
 BJ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0022'1.4 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE ST. STEPHENS CHURCH
 BJ0022'AT WILLIAMSPORT, THENCE 0.1 MILE SOUTH ALONG A ASPHALT ROAD, 104 FT
 BJ0022'WEST OF THE CENTER LINE OF THE ASPHALT ROAD, 9.5 FT SOUTHEAST OF THE
 BJ0022'SOUTHEAST CORNER OF AN 8 FT HIGH CONCRETE FOUNDATION, 8.5 FT SOUTH OF
 BJ0022'A FENCE, 7 FT NORTH OF THE NORTH SIDE OF A CULTIVATED FIELD, A COPPER
 BJ0022'BOLT SET IN A CONCRETE SLAB ABOUT 3 FT BELOW THE LEVEL OF THE GROUND,
 BJ0022'ACCESS IS HAD THROUGH A 4 INCH IRON PIPE AND CAP THAT IS STAMPED PBM 4
 BJ0022'A 1938 AND PROJECTS 1.5 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2623 ***********************************************************************
 BJ2623  DESIGNATION -  4 A CAP
 BJ2623  PID         -  BJ2623
 BJ2623  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2623  USGS QUAD   -  INNIS (1994)
 BJ2623
 BJ2623                         *CURRENT SURVEY CONTROL
 BJ2623  ___________________________________________________________________
 BJ2623* NAD 83(1986)-  30 52 34.     (N)    091 40 23.     (W)     SCALED    
 BJ2623* NAVD 88     -        14.82   (+/-2cm)      48.6    (feet)  VERTCON   
 BJ2623  ___________________________________________________________________
 BJ2623  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ2623
 BJ2623  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2623
 BJ2623.The horizontal coordinates were scaled from a topographic map and have
 BJ2623.an estimated accuracy of +/- 6 seconds.
 BJ2623
 BJ2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2623.The vertical order pertains to the NGVD 29 superseded value.
 BJ2623
 BJ2623.The geoid height was determined by GEOID03.
 BJ2623
 BJ2623;                    North         East    Units  Estimated Accuracy
 BJ2623;SPC LA S     -   263,440.      967,510.      MT  (+/- 180 meters Scaled)
 BJ2623
 BJ2623                          SUPERSEDED SURVEY CONTROL
 BJ2623
 BJ2623  NGVD 29 (??/??/??)   14.803  (m)           48.57   (f) ADJUSTED    1 2
 BJ2623
 BJ2623.Superseded values are not recommended for survey control.
 BJ2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2623.See file dsdata.txt to determine how the superseded data were derived.
 BJ2623
 BJ2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ268166(NAD 83)
 BJ2623_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2623_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2623_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2623_STAMPING: PBM 4 A 1939
 BJ2623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2623
 BJ2623  HISTORY     - Date     Condition        Report By
 BJ2623  HISTORY     - 1939     MONUMENTED       DOD
 BJ2623  HISTORY     - 1964     GOOD             CGS
 BJ2623
 BJ2623                          STATION DESCRIPTION
 BJ2623
 BJ2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2623'1.55 MI S FROM WILLIAMSPORT.
 BJ2623'ABOUT 1.55 MILES SOUTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS
 BJ2623'CHURCH AT WILLIAMSPORT, ON PROPERTY BELONGING TO A MR. MONTGOMERY, 334
 BJ2623'FEET WEST OF THE CENTER LINE OF THE ROAD, 166 FEET SOUTHWEST OF THE
 BJ2623'SOUTHWEST CORNER OF AN OLD HOUSE, 9 FEET SOUTHEAST OF A CONCRETE
 BJ2623'FOUNDATION WHICH PROJECTS ABOUT 8 FEET, ABOUT LEVEL WITH THE ROAD, A
 BJ2623'4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0029 ***********************************************************************
 BJ0029  DESIGNATION -  4 ABLDAPA
 BJ0029  PID         -  BJ0029
 BJ0029  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0029  USGS QUAD   -  BATCHELOR (1973)
 BJ0029
 BJ0029                         *CURRENT SURVEY CONTROL
 BJ0029  ___________________________________________________________________
 BJ0029* NAD 83(1986)-  30 50 11.     (N)    091 37 53.     (W)     SCALED    
 BJ0029* NAVD 88     -        13.372  (meters)      43.87   (feet)  ADJUSTED  
 BJ0029  ___________________________________________________________________
 BJ0029  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0029  DYNAMIC HT  -          13.355 (meters)      43.82  (feet)  COMP
 BJ0029  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 BJ0029
 BJ0029  VERT ORDER  -  FIRST     CLASS I
 BJ0029
 BJ0029.The horizontal coordinates were scaled from a topographic map and have
 BJ0029.an estimated accuracy of +/- 6 seconds.
 BJ0029
 BJ0029.The orthometric height was determined by differential leveling
 BJ0029.and adjusted by the National Geodetic Survey in February 1994..
 BJ0029
 BJ0029.The geoid height was determined by GEOID03.
 BJ0029
 BJ0029.The dynamic height is computed by dividing the NAVD 88
 BJ0029.geopotential number by the normal gravity value computed on the
 BJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0029.degrees latitude (g = 980.6199 gals.).
 BJ0029
 BJ0029.The modeled gravity was interpolated from observed gravity values.
 BJ0029
 BJ0029;                    North         East    Units  Estimated Accuracy
 BJ0029;SPC LA S     -   259,020.      971,490.      MT  (+/- 180 meters Scaled)
 BJ0029
 BJ0029                          SUPERSEDED SURVEY CONTROL
 BJ0029
 BJ0029  NAVD 88 (06/15/91)   13.403  (m)           43.97   (f) UNKNOWN     1 1
 BJ0029  NGVD 29 (??/??/??)   13.361  (m)           43.84   (f) ADJUSTED    1 1
 BJ0029
 BJ0029.Superseded values are not recommended for survey control.
 BJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0029.See file dsdata.txt to determine how the superseded data were derived.
 BJ0029
 BJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ308122(NAD 83)
 BJ0029_MARKER: Z = SEE DESCRIPTION
 BJ0029_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0029_SP_SET: 86 FT IRON PIPE
 BJ0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0029
 BJ0029  HISTORY     - Date     Condition        Report By
 BJ0029  HISTORY     - 1975     MONUMENTED       USE
 BJ0029  HISTORY     - 1976     GOOD             NGS
 BJ0029
 BJ0029                          STATION DESCRIPTION
 BJ0029
 BJ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0029'1.6 MI NW FROM LACOUR.
 BJ0029'1.6 MI NORTHWEST ALONG STATE HIGHWAY 419 FROM THE GENERAL STORE AT
 BJ0029'LACOUR, 167 FT EAST OF THE NORTH END OF A 24 INCH CORRUGATED METAL
 BJ0029'PIPE CULVERT, 37 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, A 1 INCH
 BJ0029'IRON PIPE WITH CAP DRIVEN 86 FT AND ENCASED IN A 2 INCH IRON PIPE
 BJ0029'BORED TO A DEPTH OF 76 FT, WITH A 3 INCH SCREW CAP FOR ACCESS
 BJ0029'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0773 ***********************************************************************
 BX0773  DESIGNATION -  4 BOLT
 BX0773  PID         -  BX0773
 BX0773  STATE/COUNTY-  LA/AVOYELLES
 BX0773  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0773
 BX0773                         *CURRENT SURVEY CONTROL
 BX0773  ___________________________________________________________________
 BX0773* NAD 83(1986)-  31 03 06.     (N)    092 00 56.     (W)     SCALED    
 BX0773* NAVD 88     -        18.49   (+/-2cm)      60.7    (feet)  VERTCON   
 BX0773  ___________________________________________________________________
 BX0773  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX0773
 BX0773  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0773
 BX0773.The horizontal coordinates were scaled from a topographic map and have
 BX0773.an estimated accuracy of +/- 6 seconds.
 BX0773
 BX0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0773.The vertical order pertains to the NGVD 29 superseded value.
 BX0773
 BX0773.The geoid height was determined by GEOID03.
 BX0773
 BX0773;                    North         East    Units  Estimated Accuracy
 BX0773;SPC LA N     -    61,270.    1,046,240.      MT  (+/- 180 meters Scaled)
 BX0773
 BX0773                          SUPERSEDED SURVEY CONTROL
 BX0773
 BX0773  NGVD 29 (??/??/??)   18.474  (m)           60.61   (f) ADJUSTED    1 2
 BX0773
 BX0773.Superseded values are not recommended for survey control.
 BX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0773.See file dsdata.txt to determine how the superseded data were derived.
 BX0773
 BX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ939357(NAD 83)
 BX0773_MARKER: B = BOLT
 BX0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0773_SP_SET: TILE
 BX0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0773
 BX0773  HISTORY     - Date     Condition        Report By
 BX0773  HISTORY     - UNK      MONUMENTED       DOD
 BX0773  HISTORY     - 1962     GOOD             CGS
 BX0773
 BX0773                          STATION DESCRIPTION
 BX0773
 BX0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0773'2.3 MI W FROM MOREAUVILLE.
 BX0773'LOCATED 2.3 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 BX0773'THE STATION AT MOREAUVILLE, OR ABOUT 2.1 MILE EAST OF MANSURA AND
 BX0773'ABOUT 0.4 MILE EAST OF A ROAD CROSSING, 204 FEET WEST END OF THE
 BX0773'TRESTLE OVER BAYOU GRANDECORE (TRESTLE NO. 715) 24 FEET NORTH OF THE
 BX0773'NORTH RAIL, 6 FEET SOUTH OF A ROW OF POLES AND 65 FEET EAST OF THE 2ND
 BX0773'POLE WEST OF MILEPOST 715.  IT IS 1 FOOT SOUTH OF A METAL WITNESS
 BX0773'POST.  IT IS A COPPER BOLT SET IN THE TOP OF A TILE, ACCESS TO WHICH
 BX0773'IS HAD THROUGH AN IRON PIPE.  NOTE--THE TOP AND CAP OF THE PIPE HAS
 BX0773'BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1536 ***********************************************************************
 BW1536  DESIGNATION -  4 BOLT
 BW1536  PID         -  BW1536
 BW1536  STATE/COUNTY-  LA/CATAHOULA
 BW1536  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1536
 BW1536                         *CURRENT SURVEY CONTROL
 BW1536  ___________________________________________________________________
 BW1536* NAD 83(1986)-  31 37 16.     (N)    091 48 56.     (W)     SCALED    
 BW1536* NAVD 88     -        16.66   (+/-2cm)      54.7    (feet)  VERTCON   
 BW1536  ___________________________________________________________________
 BW1536  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1536
 BW1536  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1536
 BW1536.The horizontal coordinates were scaled from a topographic map and have
 BW1536.an estimated accuracy of +/- 6 seconds.
 BW1536
 BW1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1536.The vertical order pertains to the NGVD 29 superseded value.
 BW1536
 BW1536.The geoid height was determined by GEOID03.
 BW1536
 BW1536;                    North         East    Units  Estimated Accuracy
 BW1536;SPC LA N     -   124,510.    1,064,940.      MT  (+/- 180 meters Scaled)
 BW1536
 BW1536                          SUPERSEDED SURVEY CONTROL
 BW1536
 BW1536  NGVD 29 (??/??/92)   16.651  (m)           54.63   (f) ADJ UNCH    1 2
 BW1536
 BW1536.Superseded values are not recommended for survey control.
 BW1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1536.See file dsdata.txt to determine how the superseded data were derived.
 BW1536
 BW1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ123990(NAD 83)
 BW1536_MARKER: B = BOLT
 BW1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1536_SP_SET: CONCRETE SLAB
 BW1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1536
 BW1536  HISTORY     - Date     Condition        Report By
 BW1536  HISTORY     - UNK      MONUMENTED       DOD
 BW1536  HISTORY     - 1966     GOOD             NGS
 BW1536
 BW1536                          STATION DESCRIPTION
 BW1536
 BW1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1536'0.25 MI NE FROM JONESVILLE.
 BW1536'0.25 MILE NORTHEAST ALONG FRONT STREET FROM THE NORTHWEST END OF THE
 BW1536'U. S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION
 BW1536'37, T 8 N, R 6 E, 98 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 BW1536'MAGNOLIA HOTEL, 105 FEET SOUTHWEST OF THE CENTER LINE OF FIRST STREET,
 BW1536'29 FEET NORTHWEST OF THE CENTER LINE OF FRONT STREET, 8 1/2 FEET
 BW1536'NORTH-NORTHEAST OF A LIGHT POLE, 3 FEET NORTHWEST OF THE NORTHWEST
 BW1536'EDGE OF A CONCRETE SIDEWALK, IN THE CENTER OF A NARROW CONCRETE
 BW1536'DRAINAGE DITCH, ABOUT 2 FEET ABOVE THE LEVEL OF FRONT STREET, A COPPER
 BW1536'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE SURFACE
 BW1536'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH
 BW1536'BEARS A U. S. ENGINEERS CAP AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0775 ***********************************************************************
 BX0775  DESIGNATION -  4 BOLT USE
 BX0775  PID         -  BX0775
 BX0775  STATE/COUNTY-  LA/AVOYELLES
 BX0775  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0775
 BX0775                         *CURRENT SURVEY CONTROL
 BX0775  ___________________________________________________________________
 BX0775* NAD 83(1986)-  31 03 06.     (N)    092 00 56.     (W)     SCALED    
 BX0775* NAVD 88     -        18.52   (+/-2cm)      60.8    (feet)  VERTCON   
 BX0775  ___________________________________________________________________
 BX0775  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX0775
 BX0775  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0775
 BX0775.The horizontal coordinates were scaled from a topographic map and have
 BX0775.an estimated accuracy of +/- 6 seconds.
 BX0775
 BX0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0775.The vertical order pertains to the NGVD 29 superseded value.
 BX0775
 BX0775.The geoid height was determined by GEOID03.
 BX0775
 BX0775;                    North         East    Units  Estimated Accuracy
 BX0775;SPC LA N     -    61,270.    1,046,240.      MT  (+/- 180 meters Scaled)
 BX0775
 BX0775                          SUPERSEDED SURVEY CONTROL
 BX0775
 BX0775  NGVD 29 (??/??/??)   18.503  (m)           60.71   (f) ADJUSTED    1 2
 BX0775
 BX0775.Superseded values are not recommended for survey control.
 BX0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0775.See file dsdata.txt to determine how the superseded data were derived.
 BX0775
 BX0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ939357(NAD 83)
 BX0775_MARKER: B = BOLT
 BX0775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0775_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0775_STAMPING: P.B.M. 4
 BX0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0775
 BX0775  HISTORY     - Date     Condition        Report By
 BX0775  HISTORY     - UNK      MONUMENTED       DOD
 BX0775  HISTORY     - 1966     GOOD             CGS
 BX0775
 BX0775                          STATION DESCRIPTION
 BX0775
 BX0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0775'2.25 MI E FROM MANSURA.
 BX0775'ABOUT 1.85 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 1186 FROM THE
 BX0775'POST OFFICE AT MANSURA, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 1186,
 BX0775'THENCE 0.3 MILE EAST ALONG THE KANSAS CITY SOUTHERN RAILROAD, IN
 BX0775'SECTION 58, T 1 N, R 4 E, 5 3/4 RAILS WEST OF THE WEST END OF A
 BX0775'TRESTLE OVER BAYOU GRANDCORE, 4 3/4 RAILS WEST OF MILEPOST 715, 24
 BX0775'FEET NORTH OF THE NORTH RAIL, 65 1/2 FEET EAST OF A TELEPHONE POLE, 7
 BX0775'1/2 FEET SOUTH OF A ROW OF POLES, 1.5 FEET NORTHWEST OF A METAL
 BX0775'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 BX0775'A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW
 BX0775'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BX0775'IRON PIPE  WHICH BEARS A BRASS CAP AND PROJECTS 1 FOOT.  NOTE -- A NEW
 BX0775'CAP WAS PUT ON THIS PIPE AFTER IT WAS DUG UP AND CLEANED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0034 ***********************************************************************
 CQ0034  DESIGNATION -  4 C OF WM
 CQ0034  PID         -  CQ0034
 CQ0034  STATE/COUNTY-  LA/OUACHITA
 CQ0034  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0034
 CQ0034                         *CURRENT SURVEY CONTROL
 CQ0034  ___________________________________________________________________
 CQ0034* NAD 83(1986)-  32 30 24.     (N)    092 07 48.     (W)     SCALED    
 CQ0034* NAVD 88     -        23.20   (+/-2cm)      76.1    (feet)  VERTCON   
 CQ0034  ___________________________________________________________________
 CQ0034  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0034
 CQ0034  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0034
 CQ0034.The horizontal coordinates were scaled from a topographic map and have
 CQ0034.an estimated accuracy of +/- 6 seconds.
 CQ0034
 CQ0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0034.The vertical order pertains to the NGVD 29 superseded value.
 CQ0034
 CQ0034.The geoid height was determined by GEOID03.
 CQ0034
 CQ0034;                    North         East    Units  Estimated Accuracy
 CQ0034;SPC LA N     -   222,550.    1,034,770.      MT  (+/- 180 meters Scaled)
 CQ0034
 CQ0034                          SUPERSEDED SURVEY CONTROL
 CQ0034
 CQ0034  NGVD 29 (??/??/??)   23.251  (m)           76.28   (f) ADJUSTED    1 2
 CQ0034
 CQ0034.Superseded values are not recommended for survey control.
 CQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0034.See file dsdata.txt to determine how the superseded data were derived.
 CQ0034
 CQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR817969(NAD 83)
 CQ0034_MARKER: B = BOLT
 CQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0034+STABILITY: SURFACE MOTION
 CQ0034
 CQ0034  HISTORY     - Date     Condition        Report By
 CQ0034  HISTORY     - UNK      MONUMENTED       LA2410
 CQ0034  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0034  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ0034
 CQ0034                          STATION DESCRIPTION
 CQ0034
 CQ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0034'IN WEST MONROE.
 CQ0034'AT WEST MONROE, OUACHITA PARISH, ON U.S. HIGHWAY 80, AT THE FIRST
 CQ0034'CURVE NORTH OF THE NEW HIGHWAY BRIDGE OVER OUACHITA RIVER, ABOUT 150
 CQ0034'FEET NORTH OF THE TRIANGLE SERVICE STATION, IN A YARD, AND BEHIND A
 CQ0034'LATTICE FENCE, AND SET IN TOP OF A CONCRETE POST.
 CQ0034
 CQ0034                          STATION RECOVERY (2003)
 CQ0034
 CQ0034'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEG)
 CQ0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1535 ***********************************************************************
 BW1535  DESIGNATION -  4 CAP
 BW1535  PID         -  BW1535
 BW1535  STATE/COUNTY-  LA/CATAHOULA
 BW1535  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1535
 BW1535                         *CURRENT SURVEY CONTROL
 BW1535  ___________________________________________________________________
 BW1535* NAD 83(1986)-  31 37 16.     (N)    091 48 56.     (W)     SCALED    
 BW1535* NAVD 88     -        17.90   (+/-2cm)      58.7    (feet)  VERTCON   
 BW1535  ___________________________________________________________________
 BW1535  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1535
 BW1535  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1535
 BW1535.The horizontal coordinates were scaled from a topographic map and have
 BW1535.an estimated accuracy of +/- 6 seconds.
 BW1535
 BW1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1535.The vertical order pertains to the NGVD 29 superseded value.
 BW1535
 BW1535.The geoid height was determined by GEOID03.
 BW1535
 BW1535;                    North         East    Units  Estimated Accuracy
 BW1535;SPC LA N     -   124,510.    1,064,940.      MT  (+/- 180 meters Scaled)
 BW1535
 BW1535                          SUPERSEDED SURVEY CONTROL
 BW1535
 BW1535  NGVD 29 (??/??/92)   17.891  (m)           58.70   (f) ADJ UNCH    1 2
 BW1535
 BW1535.Superseded values are not recommended for survey control.
 BW1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1535.See file dsdata.txt to determine how the superseded data were derived.
 BW1535
 BW1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ123990(NAD 83)
 BW1535_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1535_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1535
 BW1535  HISTORY     - Date     Condition        Report By
 BW1535  HISTORY     - UNK      MONUMENTED       DOD
 BW1535  HISTORY     - 1966     GOOD             NGS
 BW1535
 BW1535                          STATION DESCRIPTION
 BW1535
 BW1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1535'0.25 MI NE FROM JONESVILLE.
 BW1535'0.25 MILE NORTHEAST ALONG FRONT STREET FROM THE NORTHWEST END OF THE
 BW1535'U. S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION
 BW1535'37, T 8 N, R 6 E, 98 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 BW1535'MAGNOLIA HOTEL, 105 FEET SOUTHWEST OF THE CENTER LINE OF FIRST STREET,
 BW1535'29 FEET NORTHWEST OF THE CENTER LINE OF FRONT STREET, 8 1/2 FEET
 BW1535'NORTH-NORTHEAST OF A LIGHT POLE, 3 FEET NORTHWEST OF THE NORTHWEST
 BW1535'EDGE OF A CONCRETE SIDEWALK, IN THE CENTER OF A NARROW CONCRETE
 BW1535'DRAINAGE DITCH, ABOUT 2 FEET ABOVE THE LEVEL OF FRONT STREET, A 3-INCH
 BW1535'IRON PIPE WHICH BEARS A U. S. ENGINEERS CAP AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0777 ***********************************************************************
 BX0777  DESIGNATION -  4 CAP 1966
 BX0777  PID         -  BX0777
 BX0777  STATE/COUNTY-  LA/AVOYELLES
 BX0777  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0777
 BX0777                         *CURRENT SURVEY CONTROL
 BX0777  ___________________________________________________________________
 BX0777* NAD 83(1986)-  31 03 09.     (N)    092 01 08.     (W)     SCALED    
 BX0777* NAVD 88     -        19.656  (meters)      64.49   (feet)  ADJUSTED  
 BX0777  ___________________________________________________________________
 BX0777  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX0777  DYNAMIC HT  -          19.632 (meters)      64.41  (feet)  COMP
 BX0777  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 BX0777
 BX0777  VERT ORDER  -  FIRST     CLASS I
 BX0777
 BX0777.The horizontal coordinates were scaled from a topographic map and have
 BX0777.an estimated accuracy of +/- 6 seconds.
 BX0777
 BX0777.The orthometric height was determined by differential leveling
 BX0777.and adjusted by the National Geodetic Survey in February 1994..
 BX0777
 BX0777.The geoid height was determined by GEOID03.
 BX0777
 BX0777.The dynamic height is computed by dividing the NAVD 88
 BX0777.geopotential number by the normal gravity value computed on the
 BX0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0777.degrees latitude (g = 980.6199 gals.).
 BX0777
 BX0777.The modeled gravity was interpolated from observed gravity values.
 BX0777
 BX0777;                    North         East    Units  Estimated Accuracy
 BX0777;SPC LA N     -    61,360.    1,045,920.      MT  (+/- 180 meters Scaled)
 BX0777
 BX0777                          SUPERSEDED SURVEY CONTROL
 BX0777
 BX0777  NAVD 88 (06/15/91)   19.676  (m)           64.55   (f) UNKNOWN     1 1
 BX0777  NGVD 29 (??/??/??)   19.637  (m)           64.43   (f) ADJUSTED    1 1
 BX0777
 BX0777.Superseded values are not recommended for survey control.
 BX0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0777.See file dsdata.txt to determine how the superseded data were derived.
 BX0777
 BX0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ936358(NAD 83)
 BX0777_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0777_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0777_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0777_STAMPING: P.B.M. 4
 BX0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0777
 BX0777  HISTORY     - Date     Condition        Report By
 BX0777  HISTORY     - UNK      MONUMENTED       DOD
 BX0777  HISTORY     - 1966     GOOD             CGS
 BX0777  HISTORY     - 1977     GOOD             NGS
 BX0777
 BX0777                          STATION DESCRIPTION
 BX0777
 BX0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0777'2.25 MI E FROM MANSURA.
 BX0777'ABOUT 1.85 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 1186 FROM THE
 BX0777'POST OFFICE AT MANSURA, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 1186,
 BX0777'THENCE 0.3 MILE EAST ALONG THE KANSAS CITY SOUTHERN RAILROAD, IN
 BX0777'SECTION 58, T 1 N, R 4 E, 5 3/4 RAILS WEST OF THE WEST END OF A
 BX0777'TRESTLE OVER BAYOU GRANDCORE, 4 3/4 RAILS WEST OF MILEPOST 715, 24
 BX0777'FEET NORTH OF THE NORTH RAIL 65 1/2 FEET EAST OF A TELEPHONE POLE, 7
 BX0777'1/2 FEET SOUTH OF A ROW OF POLES, 1.5 FEET NORTHWEST OF A METAL
 BX0777'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, A 4-INCH
 BX0777'IRON PIPE WHICH BEARS A BRASS CAP AND PROJECTS 1 FOOT. NOTE --A NEW
 BX0777'CAP WAS PUT ON THIS PIPE AFTER IT WAS DUG UP AND CLEANED OUT.
 BX0777
 BX0777                          STATION RECOVERY (1977)
 BX0777
 BX0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0777'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE POST
 BX0777'OFFICE AT MANSURA, TO THE JUNCTION OF STATE HIGHWAY 1186,
 BX0777'THENCE 1.05 MILES EAST ALONG STATE HIGHWAY 1186 TO TRIANGLE
 BX0777'FORMED BY COUNTY ROAD, CONTINUE EAST ALONG COUNTY ROAD
 BX0777'FOR 0.1 MILE TO THE KANSAA CITY AND SOUTHERN RAILROAD CROSSING,
 BX0777'AND ALSO STATE HIGHWAY 1 OVERPASS, THENCE ABOUT 0.3 MILE EAST
 BX0777'ALONG TRACKS,BENCH MARK IS ALSO 0.1 MILE NORTH OF D 239, 103
 BX0777'FEET SOUTH OF THE SOUTH RAIL, 36 FEET SOUTHWEST OF A 24 INCH
 BX0777'OAK TREE, AND ABOUT 200 FEET SOUTHWEST OF THE WEST END OF
 BX0777'A TRESTLE IN THE WEST EDGE OF A WOODED AREA CALLED BAYOU
 BX0777'GRANDCORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2227 ***********************************************************************
 BX2227  DESIGNATION -  4 CAP USE RESET 1966
 BX2227  PID         -  BX2227
 BX2227  STATE/COUNTY-  LA/AVOYELLES
 BX2227  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2227
 BX2227                         *CURRENT SURVEY CONTROL
 BX2227  ___________________________________________________________________
 BX2227* NAD 83(1986)-  31 03 07.     (N)    092 01 06.     (W)     SCALED    
 BX2227* NAVD 88     -        19.630  (meters)      64.40   (feet)  ADJUSTED  
 BX2227  ___________________________________________________________________
 BX2227  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX2227  DYNAMIC HT  -          19.605 (meters)      64.32  (feet)  COMP
 BX2227  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 BX2227
 BX2227  VERT ORDER  -  FIRST     CLASS I
 BX2227
 BX2227.The horizontal coordinates were scaled from a topographic map and have
 BX2227.an estimated accuracy of +/- 6 seconds.
 BX2227
 BX2227.The orthometric height was determined by differential leveling
 BX2227.and adjusted by the National Geodetic Survey in February 1994..
 BX2227
 BX2227.The geoid height was determined by GEOID03.
 BX2227
 BX2227.The dynamic height is computed by dividing the NAVD 88
 BX2227.geopotential number by the normal gravity value computed on the
 BX2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2227.degrees latitude (g = 980.6199 gals.).
 BX2227
 BX2227.The modeled gravity was interpolated from observed gravity values.
 BX2227
 BX2227;                    North         East    Units  Estimated Accuracy
 BX2227;SPC LA N     -    61,300.    1,045,980.      MT  (+/- 180 meters Scaled)
 BX2227
 BX2227                          SUPERSEDED SURVEY CONTROL
 BX2227
 BX2227  NAVD 88 (06/15/91)   19.649  (m)           64.47   (f) UNKNOWN     1 1
 BX2227  NGVD 29 (??/??/??)   19.610  (m)           64.34   (f) ADJUSTED    1 1
 BX2227
 BX2227.Superseded values are not recommended for survey control.
 BX2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2227.See file dsdata.txt to determine how the superseded data were derived.
 BX2227
 BX2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ936357(NAD 83)
 BX2227_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX2227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2227_SP_SET: CONCRETE SLAB
 BX2227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2227
 BX2227  HISTORY     - Date     Condition        Report By
 BX2227  HISTORY     - 1966     MONUMENTED       USE
 BX2227  HISTORY     - 1977     GOOD             NGS
 BX2227
 BX2227                          STATION DESCRIPTION
 BX2227
 BX2227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2227'2.3 MI EAST FROM MANSURA.
 BX2227'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE POST
 BX2227'OFFICE AT MANSURA, TO THE JUNCTION OF STATE HIGHWAY 1186, THENCE
 BX2227'1.05 MILES EAST ALONG STATE HIGHWAY 1186 TO A TRIANGLE FORMED
 BX2227'BY A COUNTY ROAD, CONTINUE 0.1 MILE EAST ALONG COUNTY ROAD TO
 BX2227'THE KANSAS CITY AND SOUTHERN RAILROAD CROSSING, ALSO THE
 BX2227'OVERPASS FOR STATE HIGHWAY 1, THENCE 0.3 MILE EAST ALONG TRACKS
 BX2227'THIS MARK IS 0.1 MILE NORTH OF BENCH MARK D 239, 6 RAILS WEST
 BX2227'OF THE WEST END OF A TRESTLE OVER BAYOU GRANDCORD, AND IS 24
 BX2227'FEET NORTH OF THE NORTH RAIL, 65 FEET EAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1539 ***********************************************************************
 CP1539  DESIGNATION -  4 DIETZE
 CP1539  PID         -  CP1539
 CP1539  STATE/COUNTY-  LA/MADISON
 CP1539  USGS QUAD   -  BEDFORD (1963)
 CP1539
 CP1539                         *CURRENT SURVEY CONTROL
 CP1539  ___________________________________________________________________
 CP1539* NAD 83(1986)-  32 14 46.     (N)    091 02 46.     (W)     SCALED    
 CP1539* NAVD 88     -        23.86   (+/-2cm)      78.3    (feet)  VERTCON   
 CP1539  ___________________________________________________________________
 CP1539  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1539
 CP1539  VERT ORDER  -  ? (See Below)
 CP1539
 CP1539.The horizontal coordinates were scaled from a topographic map and have
 CP1539.an estimated accuracy of +/- 6 seconds.
 CP1539
 CP1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1539.The vertical order pertains to the NGVD 29 superseded value.
 CP1539
 CP1539.The geoid height was determined by GEOID03.
 CP1539
 CP1539;                    North         East    Units  Estimated Accuracy
 CP1539;SPC LA N     -   194,520.    1,137,000.      MT  (+/- 180 meters Scaled)
 CP1539
 CP1539                          SUPERSEDED SURVEY CONTROL
 CP1539
 CP1539  NGVD 29 (??/??/92)   23.887  (m)           78.37   (f) ADJ UNCH    ?  
 CP1539
 CP1539.Superseded values are not recommended for survey control.
 CP1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1539.See file dsdata.txt to determine how the superseded data were derived.
 CP1539
 CP1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR840693(NAD 83)
 CP1539_MARKER: P = PIPE CAP
 CP1539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1539_SP_SET: CONCRETE BLOCK
 CP1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1539
 CP1539  HISTORY     - Date     Condition        Report By
 CP1539  HISTORY     - UNK      MONUMENTED       DOD
 CP1539  HISTORY     - 1934     GOOD             DOD
 CP1539
 CP1539                          STATION DESCRIPTION
 CP1539
 CP1539'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1539'4.5 MI E FROM KING.
 CP1539'ABOUT 4.5 MILES EAST ALONG THE LEVEE FROM KING.  P.B.M. IS CONCRETE
 CP1539'BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF MISSISSIPPI RIVER,
 CP1539'IN MADISON PARISH, LA.  IN OPEN FIELD ON ED HODGE PLANTATION AND MATT
 CP1539'GANN LAND TRACT.  ABOUT 1/2 MILE UPSTREAM FROM ABANDONED TOWER LEVEE
 CP1539'MACHINE.  147 METERS LANDSIDE OF CENTER OF NEW LEVEE.  85 METERS BACK
 CP1539'OF HOUSE OCCUPIED BY HENRY HARPER (NEGRO).  80 METERS UPSTREAM AND
 CP1539'BACK OF HOUSE OF MATT GANN.  24 IN. LEVEESIDE OF TURN ROW. NOTE--
 CP1539'BLAZED TREES-- 16 IN. ASH 75.6 METERS UPSTREAM AND LANDWARD. 14 IN.
 CP1539'ASH 37.9 METERS UPSTREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0017 ***********************************************************************
 BW0017  DESIGNATION -  4 GDS USGS
 BW0017  PID         -  BW0017
 BW0017  STATE/COUNTY-  LA/CONCORDIA
 BW0017  USGS QUAD   -  FORT ADAMS (1965)
 BW0017
 BW0017                         *CURRENT SURVEY CONTROL
 BW0017  ___________________________________________________________________
 BW0017* NAD 83(1986)-  31 04 33.     (N)    091 35 47.     (W)     SCALED    
 BW0017* NAVD 88     -        22.190  (meters)      72.80   (feet)  ADJUSTED  
 BW0017  ___________________________________________________________________
 BW0017  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW0017  DYNAMIC HT  -          22.162 (meters)      72.71  (feet)  COMP
 BW0017  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 BW0017
 BW0017  VERT ORDER  -  FIRST     CLASS I
 BW0017
 BW0017.The horizontal coordinates were scaled from a topographic map and have
 BW0017.an estimated accuracy of +/- 6 seconds.
 BW0017
 BW0017.The orthometric height was determined by differential leveling
 BW0017.and adjusted by the National Geodetic Survey in February 1994..
 BW0017
 BW0017.The geoid height was determined by GEOID03.
 BW0017
 BW0017.The dynamic height is computed by dividing the NAVD 88
 BW0017.geopotential number by the normal gravity value computed on the
 BW0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0017.degrees latitude (g = 980.6199 gals.).
 BW0017
 BW0017.The modeled gravity was interpolated from observed gravity values.
 BW0017
 BW0017;                    North         East    Units  Estimated Accuracy
 BW0017;SPC LA N     -    64,210.    1,086,230.      MT  (+/- 180 meters Scaled)
 BW0017
 BW0017                          SUPERSEDED SURVEY CONTROL
 BW0017
 BW0017  NAVD 88 (06/15/91)   22.214  (m)           72.88   (f) UNKNOWN     1 1
 BW0017  NGVD 29 (??/??/??)   22.166  (m)           72.72   (f) ADJUSTED    1 1
 BW0017
 BW0017.Superseded values are not recommended for survey control.
 BW0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0017.See file dsdata.txt to determine how the superseded data were derived.
 BW0017
 BW0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ338388(NAD 83)
 BW0017_MARKER: DD = SURVEY DISK
 BW0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0017_SP_SET: BRIDGE
 BW0017_STAMPING: 4 GDS 1964
 BW0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0017
 BW0017  HISTORY     - Date     Condition        Report By
 BW0017  HISTORY     - 1964     MONUMENTED       USGS
 BW0017  HISTORY     - 1966     GOOD             NGS
 BW0017  HISTORY     - 1976     GOOD             NGS
 BW0017
 BW0017                          STATION DESCRIPTION
 BW0017
 BW0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0017'9.5 MI NE FROM OLD RIVER LOCKS.
 BW0017'ABOUT 9.5 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT OLD
 BW0017'RIVER, IN SECTION 2, T 1 N, R 9 E, 33 FEET SOUTHEAST OF THE SOUTHEAST
 BW0017'END OF THE CONCRETE BRIDGE OVER THE LOW-SILL OUTFLOW STRUCTURE, 20
 BW0017'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 BW0017'THE SOUTHEAST END OF A CONCRETE RETAINING WALL EXTENDING SOUTHEAST
 BW0017'FROM THE BRIDGE, 16 1/2 FEET NORTHWEST OF A POWER POLE BRACED BY A GUY
 BW0017'WIRE AND BEARING A TRANSFORMER, ABOUT 8 INCHES ABOVE THE LEVEL OF THE
 BW0017'HIGHWAY, AND ABOUT 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BW0017
 BW0017                          STATION RECOVERY (1976)
 BW0017
 BW0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0017'10.5 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0017'HIGHWAY 418 AT TORRAS, 9.1 MILES SOUTH OF SHAW, 10 FT. SOUTHWEST OF
 BW0017'THE CENTER LINE OF THE HIGHWAY, SET IN TOP OF THE SOUTHEAST END OF
 BW0017'THE SOUTH CONCRETE RETAINING WALL OF THE CONCRETE BRIDGE OVER THE
 BW0017'LOW SILL OUTFLOW STRUCTURE OF OLD RIVER, 33 FT. SOUTHEAST OF THE
 BW0017'SOUTHEAST END OF THE BRIDGE, 1.3 FT. NORTHWEST OF THE SOUTHEAST END
 BW0017'OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2820 ***********************************************************************
 BJ2820  DESIGNATION -  4 KEE USGS
 BJ2820  PID         -  BJ2820
 BJ2820  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2820  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ2820
 BJ2820                         *CURRENT SURVEY CONTROL
 BJ2820  ___________________________________________________________________
 BJ2820* NAD 83(1986)-  30 26 13.     (N)    090 17 38.     (W)     SCALED    
 BJ2820* NAVD 88     -         6.10   (+/-2cm)      20.0    (feet)  VERTCON   
 BJ2820  ___________________________________________________________________
 BJ2820  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BJ2820
 BJ2820  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2820
 BJ2820.The horizontal coordinates were scaled from a topographic map and have
 BJ2820.an estimated accuracy of +/- 6 seconds.
 BJ2820
 BJ2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2820.The vertical order pertains to the NGVD 29 superseded value.
 BJ2820
 BJ2820.The geoid height was determined by GEOID03.
 BJ2820
 BJ2820;                    North         East    Units  Estimated Accuracy
 BJ2820;SPC LA S     -   215,150.    1,099,840.      MT  (+/- 180 meters Scaled)
 BJ2820
 BJ2820                          SUPERSEDED SURVEY CONTROL
 BJ2820
 BJ2820  NGVD 29 (??/??/??)    6.113  (m)           20.06   (f) ADJUSTED    2 1
 BJ2820
 BJ2820.Superseded values are not recommended for survey control.
 BJ2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2820.See file dsdata.txt to determine how the superseded data were derived.
 BJ2820
 BJ2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP598703(NAD 83)
 BJ2820_MARKER: DD = SURVEY DISK
 BJ2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2820_SP_SET: CONCRETE POST
 BJ2820_STAMPING: 4 KEE 1966
 BJ2820_PROJECTION: FLUSH
 BJ2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2820+STABILITY: SURFACE MOTION
 BJ2820
 BJ2820  HISTORY     - Date     Condition        Report By
 BJ2820  HISTORY     - 1966     MONUMENTED       USGS
 BJ2820  HISTORY     - 1978     GOOD             USE
 BJ2820
 BJ2820                          STATION DESCRIPTION
 BJ2820
 BJ2820'DESCRIBED BY US ENGINEERS 1978
 BJ2820'6.0 MI WEST FROM MADISONVILLE.
 BJ2820'6.0 MILES WEST ALONG STATE HIGHWAY 22 FROM MADISONVILLE, 11.5 MILES
 BJ2820'EAST OF PONCHATOULA, AT THE JUNCTION OF A TRACK ROAD, 73 FT. SOUTH OF
 BJ2820'THE HIGHWAY, 50 FT. WEST OF THE ROAD, 0.4 FT. LOWER THAN THE ROAD,
 BJ2820'AND 4 FT. NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3827 ***********************************************************************
 BJ3827  DESIGNATION -  4 LAP
 BJ3827  PID         -  BJ3827
 BJ3827  STATE/COUNTY-  LA/ST HELENA
 BJ3827  USGS QUAD   -  CHIPOLA (1984)
 BJ3827
 BJ3827                         *CURRENT SURVEY CONTROL
 BJ3827  ___________________________________________________________________
 BJ3827* NAD 83(1986)-  30 55 38.     (N)    090 45 10.     (W)     SCALED    
 BJ3827* NAVD 88     -        88.764  (meters)     291.22   (feet)  ADJUSTED  
 BJ3827  ___________________________________________________________________
 BJ3827  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3827  DYNAMIC HT  -          88.650 (meters)     290.85  (feet)  COMP
 BJ3827  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 BJ3827
 BJ3827  VERT ORDER  -  SECOND    CLASS I
 BJ3827
 BJ3827.The horizontal coordinates were scaled from a topographic map and have
 BJ3827.an estimated accuracy of +/- 6 seconds.
 BJ3827
 BJ3827.The orthometric height was determined by differential leveling
 BJ3827.and adjusted by the National Geodetic Survey in February 1994..
 BJ3827
 BJ3827.The geoid height was determined by GEOID03.
 BJ3827
 BJ3827.The dynamic height is computed by dividing the NAVD 88
 BJ3827.geopotential number by the normal gravity value computed on the
 BJ3827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3827.degrees latitude (g = 980.6199 gals.).
 BJ3827
 BJ3827.The modeled gravity was interpolated from observed gravity values.
 BJ3827
 BJ3827;                    North         East    Units  Estimated Accuracy
 BJ3827;SPC LA S     -   269,200.    1,055,490.      MT  (+/- 180 meters Scaled)
 BJ3827
 BJ3827                          SUPERSEDED SURVEY CONTROL
 BJ3827
 BJ3827.No superseded survey control is available for this station.
 BJ3827
 BJ3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ147237(NAD 83)
 BJ3827_MARKER: DD = SURVEY DISK
 BJ3827_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3827_SP_SET: COPPER-CLAD STEEL ROD
 BJ3827_STAMPING: 4 LAP 1978
 BJ3827_MARK LOGO: USGS  
 BJ3827_PROJECTION: FLUSH
 BJ3827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3827+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3827_ROD/PIPE-DEPTH: 3.13 meters
 BJ3827
 BJ3827  HISTORY     - Date     Condition        Report By
 BJ3827  HISTORY     - 1978     MONUMENTED       USGS
 BJ3827  HISTORY     - 1985     GOOD             LADTD
 BJ3827  HISTORY     - 19890524 GOOD             LADTD
 BJ3827
 BJ3827                          STATION DESCRIPTION
 BJ3827
 BJ3827'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3827'5.1 KM (3.2 MI) EAST FROM CHIPOLA.
 BJ3827'THE MARK IS 0.84 M BELOW HIGHWAY 38.
 BJ3827'4.9 KM (3.05 MILES) EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 BJ3827'STATE HIGHWAYS 38 AND 432 IN CHIPOLA TO THE MARK ON THE RIGHT, AT THE
 BJ3827'SOUTHEAST ANGLE OF THE INTERSECTION OF A ROAD, LEADING NORTH AND
 BJ3827'SOUTH, 15.6 METERS (45.0 FT) SOUTH OF THE CENTER OF HIGHWAY 38,
 BJ3827'14.3 METERS (41.0 FT) EAST OF THE CENTER OF THE ROAD LEADING SOUTH,
 BJ3827'4.7 METERS (13.5 FT) SOUTH OF A POWER POLE, 0.84 METER (2.4 FT) SOUTH
 BJ3827'OF A FENCE CORNER, 0.24 METER (0.7 FT) WEST OF A FENCE, A STANDARD ROD
 BJ3827'SUPPORTED TABLET WELDED TO A COPPER COATED STEEL ROD, SET IN A 0.2
 BJ3827'CENTIMETER (6.0 INCH) CONCRETE CULVERT FILLED WITH GRAVEL.
 BJ3827'THE MARK IS 0.24 METERS  N FROM A WITNESS POST.
 BJ3827
 BJ3827                          STATION RECOVERY (1989)
 BJ3827
 BJ3827'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3827'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) EAST OF CHIPOLA AND 25.0
 BJ3827'KM (15.55 MI) WEST OF KENTWOOD.  OWNERSHIP--ST HELENA PARISH.
 BJ3827'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 432 IN
 BJ3827'CHIPOLA GO EAST FOR 5.1 KM (3.15 MI) ON HIGHWAY 38 TO THE MARK ON THE
 BJ3827'RIGHT, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A ROAD
 BJ3827'LEADING NORTH AND SOUTH.
 BJ3827'THE STATION IS 13.7 M (44.9 FT) SOUTH FROM THE CENTER OF HIGHWAY 38,
 BJ3827'12.5 M (41.0 FT) EAST FROM THE CENTER OF THE PARISH ROAD, 4.1 M
 BJ3827'(13.5 FT) SOUTH FROM A POWER POLE, 0.8 M (2.6 FT) SOUTH FROM A FENCE
 BJ3827'CORNER, 0.2 M (0.7 FT) WEST FROM A FENCE AND 0.2 M (0.7 FT) NORTH FROM
 BJ3827'A METAL WITNESS POST WITH SIGN ATTACHED. THE MARK IS FLUSH WITH THE
 BJ3827'GROUND AND 0.6 M (2.0 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1041 ***********************************************************************
 BK1041  DESIGNATION -  4 MPRR
 BK1041  PID         -  BK1041
 BK1041  STATE/COUNTY-  LA/RAPIDES
 BK1041  USGS QUAD   -  GLENMORA (1972)
 BK1041
 BK1041                         *CURRENT SURVEY CONTROL
 BK1041  ___________________________________________________________________
 BK1041* NAD 83(1986)-  30 57 37.     (N)    092 35 33.     (W)     SCALED    
 BK1041* NAVD 88     -        46.001  (meters)     150.92   (feet)  ADJUSTED  
 BK1041  ___________________________________________________________________
 BK1041  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BK1041  DYNAMIC HT  -          45.942 (meters)     150.73  (feet)  COMP
 BK1041  MODELED GRAV-     979,379.4   (mgal)                       NAVD 88
 BK1041
 BK1041  VERT ORDER  -  FIRST     CLASS I
 BK1041
 BK1041.The horizontal coordinates were scaled from a topographic map and have
 BK1041.an estimated accuracy of +/- 6 seconds.
 BK1041
 BK1041.The orthometric height was determined by differential leveling
 BK1041.and adjusted by the National Geodetic Survey in February 1994..
 BK1041
 BK1041.The geoid height was determined by GEOID03.
 BK1041
 BK1041.The dynamic height is computed by dividing the NAVD 88
 BK1041.geopotential number by the normal gravity value computed on the
 BK1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1041.degrees latitude (g = 980.6199 gals.).
 BK1041
 BK1041.The modeled gravity was interpolated from observed gravity values.
 BK1041
 BK1041;                    North         East    Units  Estimated Accuracy
 BK1041;SPC LA N     -    51,040.      991,160.      MT  (+/- 180 meters Scaled)
 BK1041
 BK1041                          SUPERSEDED SURVEY CONTROL
 BK1041
 BK1041  NAVD 88 (06/15/91)   45.994  (m)          150.90   (f) UNKNOWN     1 1
 BK1041  NGVD 29 (??/??/??)   45.979  (m)          150.85   (f) ADJUSTED    1 1
 BK1041
 BK1041.Superseded values are not recommended for survey control.
 BK1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1041.See file dsdata.txt to determine how the superseded data were derived.
 BK1041
 BK1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ389252(NAD 83)
 BK1041_MARKER: Z = SEE DESCRIPTION
 BK1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1041+STABILITY: SURFACE MOTION
 BK1041
 BK1041  HISTORY     - Date     Condition        Report By
 BK1041  HISTORY     - UNK      MONUMENTED       MPRR
 BK1041  HISTORY     - 1970     GOOD             NGS
 BK1041  HISTORY     - 19990424 GOOD             USPSQD
 BK1041
 BK1041                          STATION DESCRIPTION
 BK1041
 BK1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1041'1.25 MI SW FROM GLENMORA.
 BK1041'ABOUT 1.25 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1041'THE TOWN HALL AT GLENMORA, 32 FEET EAST OF MILEPOST 625, 8 FEET
 BK1041'NORTHWEST OF THE NORTHWEST RAIL, 99 FEET SOUTHEAST OF THE CENTER LINE
 BK1041'OF U.S. HIGHWAY 165, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 BK1041'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, A BRASS PIN IN THE TOP OF A
 BK1041'CONCRETE POST WHICH PROJECTS 24 INCHES ABOVE THE SURFACE OF THE GROUND
 BK1041'AND WHICH BEARS A BRASS PLATE ON WHICH IS INSCRIBED M P 625 22526+67.
 BK1041'NOTE--  THIS MARK IS LEANING ABOUT 10 DEGREES.
 BK1041
 BK1041                          STATION RECOVERY (1999)
 BK1041
 BK1041'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1395 ***********************************************************************
 CQ1395  DESIGNATION -  4 SES
 CQ1395  PID         -  CQ1395
 CQ1395  STATE/COUNTY-  LA/WEBSTER
 CQ1395  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1395
 CQ1395                         *CURRENT SURVEY CONTROL
 CQ1395  ___________________________________________________________________
 CQ1395* NAD 83(1986)-  32 35 04.     (N)    093 16 51.     (W)     SCALED    
 CQ1395* NAVD 88     -        63.588  (meters)     208.62   (feet)  ADJUSTED  
 CQ1395  ___________________________________________________________________
 CQ1395  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1395  DYNAMIC HT  -          63.517 (meters)     208.39  (feet)  COMP
 CQ1395  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 CQ1395
 CQ1395  VERT ORDER  -  SECOND    CLASS 0
 CQ1395
 CQ1395.The horizontal coordinates were scaled from a topographic map and have
 CQ1395.an estimated accuracy of +/- 6 seconds.
 CQ1395
 CQ1395.The orthometric height was determined by differential leveling
 CQ1395.and adjusted by the National Geodetic Survey in June 1991..
 CQ1395
 CQ1395.The geoid height was determined by GEOID03.
 CQ1395
 CQ1395.The dynamic height is computed by dividing the NAVD 88
 CQ1395.geopotential number by the normal gravity value computed on the
 CQ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1395.degrees latitude (g = 980.6199 gals.).
 CQ1395
 CQ1395.The modeled gravity was interpolated from observed gravity values.
 CQ1395
 CQ1395;                    North         East    Units  Estimated Accuracy
 CQ1395;SPC LA N     -   231,380.      926,690.      MT  (+/- 180 meters Scaled)
 CQ1395
 CQ1395                          SUPERSEDED SURVEY CONTROL
 CQ1395
 CQ1395  NGVD 29 (??/??/??)   63.646  (m)          208.81   (f) ADJUSTED    2 0
 CQ1395
 CQ1395.Superseded values are not recommended for survey control.
 CQ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1395.See file dsdata.txt to determine how the superseded data were derived.
 CQ1395
 CQ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS736052(NAD 83)
 CQ1395_MARKER: DD = SURVEY DISK
 CQ1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1395_STAMPING: NO 4
 CQ1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1395+STABILITY: SURFACE MOTION
 CQ1395
 CQ1395  HISTORY     - Date     Condition        Report By
 CQ1395  HISTORY     - UNK      MONUMENTED       LOCSUR
 CQ1395  HISTORY     - 1934     GOOD             CGS
 CQ1395
 CQ1395                          STATION DESCRIPTION
 CQ1395
 CQ1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1395'1.8 MI S FROM MINDEN.
 CQ1395'ABOUT 1.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1395'MINDEN, WEBSTER PARISH, THENCE ABOUT 0.5 MILE EAST ALONG A FARM ROAD,
 CQ1395'ABOUT 0.5 MILE EAST OF MILEPOST 80 AND BENCH MARK H 1, DESCRIBED
 CQ1395'ABOVE, ABOUT 15 YARDS NORTH OF THE ROAD, AND AT THE EDGE OF A FENCE. A
 CQ1395'SOIL EROSION SERVICE STANDARD DISK, STAMPED NO 4 AND SET IN THE TOP OF
 CQ1395'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2372 ***********************************************************************
 BX2372  DESIGNATION -  4 USE
 BX2372  PID         -  BX2372
 BX2372  STATE/COUNTY-  LA/AVOYELLES
 BX2372  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2372
 BX2372                         *CURRENT SURVEY CONTROL
 BX2372  ___________________________________________________________________
 BX2372* NAD 83(1986)-  31 03 06.     (N)    092 00 56.     (W)     SCALED    
 BX2372* NAVD 88     -        19.64   (+/-2cm)      64.4    (feet)  VERTCON   
 BX2372  ___________________________________________________________________
 BX2372  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX2372
 BX2372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2372
 BX2372.The horizontal coordinates were scaled from a topographic map and have
 BX2372.an estimated accuracy of +/- 6 seconds.
 BX2372
 BX2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2372.The vertical order pertains to the NGVD 29 superseded value.
 BX2372
 BX2372.The geoid height was determined by GEOID03.
 BX2372
 BX2372;                    North         East    Units  Estimated Accuracy
 BX2372;SPC LA N     -    61,270.    1,046,240.      MT  (+/- 180 meters Scaled)
 BX2372
 BX2372                          SUPERSEDED SURVEY CONTROL
 BX2372
 BX2372  NGVD 29 (??/??/??)   19.617  (m)           64.36   (f) ADJUSTED    2 0
 BX2372
 BX2372.Superseded values are not recommended for survey control.
 BX2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2372.See file dsdata.txt to determine how the superseded data were derived.
 BX2372
 BX2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ939357(NAD 83)
 BX2372_MARKER: P = PIPE CAP
 BX2372_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2372_SP_SET: SHALLOW-SET PIPE
 BX2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2372
 BX2372  HISTORY     - Date     Condition        Report By
 BX2372  HISTORY     - 1930     MONUMENTED       USE
 BX2372  HISTORY     - 1966     GOOD             USGS
 BX2372  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX2372
 BX2372                          STATION DESCRIPTION
 BX2372
 BX2372'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BX2372'2 MI SE FROM MANSURA.
 BX2372'ABOUT 1.85 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 1186 FROM THE
 BX2372'POST OFFICE AT MANSURA, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 1186
 BX2372'THENCE 0.3 MILE EAST ALONG THE KANSAS CITY SOUTHERN RAILROAD, IN
 BX2372'SECTION 58, T 1 N, R 4 E, ABOUT 75 YARDS SOUTHWEST AND ACROSS A
 BX2372'RAVINE FROM MILEPOST 715, 103 FEET SOUTH OF THE SOUTH RAIL, IN THE
 BX2372'WEST EDGE OF A WOODED AREA ALONG BAYOU GRANDCORE , AT THE FOOT OF THE
 BX2372'NORTHEAST CORNER OF A LARGE MOUND OF DIRT AND BRUSH WHICH HAS BEEN
 BX2372'PUSHED IN BY A BULLDOZEN, 36 FEET SOUTHWEST OF A 24-INCH OAK TREE,
 BX2372'2.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL
 BX2372'OF THE TRACK, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 BX2372'FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON
 BX2372'PIPE WHICH BEARS A BRASS CAP AND PROJECTS 10 INCHES.
 BX2372
 BX2372                          STATION RECOVERY (1977)
 BX2372
 BX2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX2372'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3915 ***********************************************************************
 BJ3915  DESIGNATION -  40 87
 BJ3915  PID         -  BJ3915
 BJ3915  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3915  USGS QUAD   -  COMITE (1996)
 BJ3915
 BJ3915                         *CURRENT SURVEY CONTROL
 BJ3915  ___________________________________________________________________
 BJ3915* NAD 83(1986)-  30 31 51.     (N)    091 05 35.     (W)     SCALED    
 BJ3915* NAVD 88     -        18.596  (meters)      61.01   (feet)  ADJUSTED  
 BJ3915  ___________________________________________________________________
 BJ3915  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3915  DYNAMIC HT  -          18.572 (meters)      60.93  (feet)  COMP
 BJ3915  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3915
 BJ3915  VERT ORDER  -  SECOND    CLASS II
 BJ3915
 BJ3915.The horizontal coordinates were scaled from a topographic map and have
 BJ3915.an estimated accuracy of +/- 6 seconds.
 BJ3915
 BJ3915.The orthometric height was determined by differential leveling
 BJ3915.and adjusted by the National Geodetic Survey in February 1994..
 BJ3915
 BJ3915.The geoid height was determined by GEOID03.
 BJ3915
 BJ3915.The dynamic height is computed by dividing the NAVD 88
 BJ3915.geopotential number by the normal gravity value computed on the
 BJ3915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3915.degrees latitude (g = 980.6199 gals.).
 BJ3915
 BJ3915.The modeled gravity was interpolated from observed gravity values.
 BJ3915
 BJ3915;                    North         East    Units  Estimated Accuracy
 BJ3915;SPC LA S     -   225,130.    1,023,060.      MT  (+/- 180 meters Scaled)
 BJ3915
 BJ3915                          SUPERSEDED SURVEY CONTROL
 BJ3915
 BJ3915.No superseded survey control is available for this station.
 BJ3915
 BJ3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP829791(NAD 83)
 BJ3915_MARKER: DB = BENCH MARK DISK
 BJ3915_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3915_SP_SET: BRIDGE FLOOR
 BJ3915_MARK LOGO: LA-033
 BJ3915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3915
 BJ3915  HISTORY     - Date     Condition        Report By
 BJ3915  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3915
 BJ3915                          STATION DESCRIPTION
 BJ3915
 BJ3915'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3915'IN NORTHEAST BATON ROUGE.
 BJ3915'ABOUT 0.9 KM (0.55 MILE) SOUTHWEST ALONG HOOPER ROAD (STATE HIGHWAY
 BJ3915'408) FOR THE INTERSECTION OF HOOPER ROAD AND BLACKWATER ROAD IN THE
 BJ3915'NORTHEAST PART OF BATON ROUGE TO THE COMITE RIVER BRIDGE AND THE
 BJ3915'BENCH MARK.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 BJ3915'BRIDGE FLOOR DIRECTLY OVER A PILING, 7.3 METERS (24 FEET) NORTH OF
 BJ3915'THE CENTERLINE OF THE WEST BOUND LANES OF HOOPER ROAD, 6.7 METERS (22
 BJ3915'FEET) EAST OF THE NORTHWEST CORNER OF THE CONCRETE BRIDGE RAIL, 0.15
 BJ3915'METERS (6 INCHES) SOUTH OF THE NORTH BRIDGE RAIL AND 0.15 METERS (6
 BJ3915'INCHES) EAST OF THE FIRST EXPANSION JOINT OF THE BRIDGE FLOOR.  DISK
 BJ3915'IS UNSTAMPED AND FLUSH WITH BRIDGE FLOOR.
 BJ3915'THE MARK IS 6.31 METERS  NE FROM A WITNESS POST.
 BJ3915'THE MARK IS ABOVE LEVEL WITH HOOPER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1259 ***********************************************************************
 CQ1259  DESIGNATION -  40 BOLT
 CQ1259  PID         -  CQ1259
 CQ1259  STATE/COUNTY-  LA/WEBSTER
 CQ1259  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1259
 CQ1259                         *CURRENT SURVEY CONTROL
 CQ1259  ___________________________________________________________________
 CQ1259* NAD 83(1986)-  32 32 23.     (N)    093 17 30.     (W)     SCALED    
 CQ1259* NAVD 88     -        57.703  (meters)     189.31   (feet)  ADJUSTED  
 CQ1259  ___________________________________________________________________
 CQ1259  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1259  DYNAMIC HT  -          57.639 (meters)     189.10  (feet)  COMP
 CQ1259  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CQ1259
 CQ1259  VERT ORDER  -  FIRST     CLASS II
 CQ1259
 CQ1259.The horizontal coordinates were scaled from a topographic map and have
 CQ1259.an estimated accuracy of +/- 6 seconds.
 CQ1259
 CQ1259.The orthometric height was determined by differential leveling
 CQ1259.and adjusted by the National Geodetic Survey in June 1991..
 CQ1259
 CQ1259.The geoid height was determined by GEOID03.
 CQ1259
 CQ1259.The dynamic height is computed by dividing the NAVD 88
 CQ1259.geopotential number by the normal gravity value computed on the
 CQ1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1259.degrees latitude (g = 980.6199 gals.).
 CQ1259
 CQ1259.The modeled gravity was interpolated from observed gravity values.
 CQ1259
 CQ1259;                    North         East    Units  Estimated Accuracy
 CQ1259;SPC LA N     -   226,430.      925,640.      MT  (+/- 180 meters Scaled)
 CQ1259
 CQ1259                          SUPERSEDED SURVEY CONTROL
 CQ1259
 CQ1259  NGVD 29 (??/??/??)   57.758  (m)          189.49   (f) ADJUSTED    1 2
 CQ1259
 CQ1259.Superseded values are not recommended for survey control.
 CQ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1259.See file dsdata.txt to determine how the superseded data were derived.
 CQ1259
 CQ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS726003(NAD 83)
 CQ1259_MARKER: B = BOLT
 CQ1259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1259
 CQ1259  HISTORY     - Date     Condition        Report By
 CQ1259  HISTORY     - UNK      MONUMENTED       DOD
 CQ1259  HISTORY     - 1889     GOOD             CGS
 CQ1259  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1259
 CQ1259                          STATION DESCRIPTION
 CQ1259
 CQ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1889
 CQ1259'IN SIBLEY.
 CQ1259'AT SIBLEY, WEBSTER PARISH, OPPOSITE A POINT 53 FEET EAST OF THE YAZOO
 CQ1259'AND MISSISSIPPI VALLEY RAILROAD STATION, ABOUT 50 YARDS WEST OF THE
 CQ1259'CROSSING OF THE LOUISIANA AND ARKANSAS RAILWAY, 93 FEET SOUTH OF THE
 CQ1259'SOUTH RAIL OF THE Y. AND M. V. R. R. MAIN TRACK, AT A 1-STORY CONCRETE
 CQ1259'BUILDING OCCUPIED BY THE W. C. BOYD STORE, 20.1 FEET FROM THE
 CQ1259'NORTHWEST CORNER, AND 8.0 FEET FROM THE NORTHEAST CORNER.  A COPPER
 CQ1259'BOLT, SURROUNDED BY THE LETTERS USBM AND SET IN THE TOP OF A LIMESTONE
 CQ1259'BLOCK ABOUT 4 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CQ1259'IRON PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
 CQ1259
 CQ1259                          STATION RECOVERY (1969)
 CQ1259
 CQ1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1974 ***********************************************************************
 BJ1974  DESIGNATION -  40 BOLT
 BJ1974  PID         -  BJ1974
 BJ1974  STATE/COUNTY-  LA/IBERVILLE
 BJ1974  USGS QUAD   -  BAYOU SORREL (1992)
 BJ1974
 BJ1974                         *CURRENT SURVEY CONTROL
 BJ1974  ___________________________________________________________________
 BJ1974* NAD 83(1986)-  30 08 21.     (N)    091 18 39.     (W)     SCALED    
 BJ1974* NAVD 88     -         1.03   (+/-2cm)       3.4    (feet)  VERTCON   
 BJ1974  ___________________________________________________________________
 BJ1974  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ1974
 BJ1974  VERT ORDER  -  ? (See Below)
 BJ1974
 BJ1974.The horizontal coordinates were scaled from a topographic map and have
 BJ1974.an estimated accuracy of +/- 6 seconds.
 BJ1974
 BJ1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1974.The vertical order pertains to the NGVD 29 superseded value.
 BJ1974
 BJ1974.The geoid height was determined by GEOID03.
 BJ1974
 BJ1974;                    North         East    Units  Estimated Accuracy
 BJ1974;SPC LA S     -   181,690.    1,002,170.      MT  (+/- 180 meters Scaled)
 BJ1974
 BJ1974                          SUPERSEDED SURVEY CONTROL
 BJ1974
 BJ1974  NGVD 29 (??/??/??)    1.066  (m)            3.50   (f) ADJUSTED    ?  
 BJ1974
 BJ1974.Superseded values are not recommended for survey control.
 BJ1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1974.See file dsdata.txt to determine how the superseded data were derived.
 BJ1974
 BJ1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP627354(NAD 83)
 BJ1974_MARKER: B = BOLT
 BJ1974_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1974_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1974
 BJ1974  HISTORY     - Date     Condition        Report By
 BJ1974  HISTORY     - UNK      MONUMENTED       DOD
 BJ1974  HISTORY     - 1965     GOOD             CGS
 BJ1974
 BJ1974                          STATION DESCRIPTION
 BJ1974
 BJ1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1974'2.7 MI S FROM MOUND DITCH.
 BJ1974'P.B.M. IS BOLT IN CONCRETE BLOCK AND IRON PIPE ON LEFT BANK OF GRAND
 BJ1974'RIVER, IN IBERVILLE PARISH, LA.  T.11 S., R.11 E. OF LOUISIANA
 BJ1974'MERIDIAN.  2.7 MILES BELOW THE JUNCTION OF BAYOU SORREL AND GRAND
 BJ1974'RIVER.  ABOUT 2-1/2 MILES ABOVE CAPT. BROWNS HOUSE.  IN TIMBER. ABOUT
 BJ1974'50 METERS BACK OF RIVER BANK.  17 METERS BACK OF REMAINS OF OLD LEVEE.
 BJ1974'9 METERS BACK OF OLD ROAD.  CAP ON PIPE ABOUT 24 INCHES ABOVE GROUND.
 BJ1974'NOTE-- TIMBER HAS BEEN CLEARED IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1973 ***********************************************************************
 BJ1973  DESIGNATION -  40 CAP
 BJ1973  PID         -  BJ1973
 BJ1973  STATE/COUNTY-  LA/IBERVILLE
 BJ1973  USGS QUAD   -  BAYOU SORREL (1992)
 BJ1973
 BJ1973                         *CURRENT SURVEY CONTROL
 BJ1973  ___________________________________________________________________
 BJ1973* NAD 83(1986)-  30 08 21.     (N)    091 18 39.     (W)     SCALED    
 BJ1973* NAVD 88     -         2.24   (+/-2cm)       7.3    (feet)  VERTCON   
 BJ1973  ___________________________________________________________________
 BJ1973  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ1973
 BJ1973  VERT ORDER  -  ? (See Below)
 BJ1973
 BJ1973.The horizontal coordinates were scaled from a topographic map and have
 BJ1973.an estimated accuracy of +/- 6 seconds.
 BJ1973
 BJ1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1973.The vertical order pertains to the NGVD 29 superseded value.
 BJ1973
 BJ1973.The geoid height was determined by GEOID03.
 BJ1973
 BJ1973;                    North         East    Units  Estimated Accuracy
 BJ1973;SPC LA S     -   181,690.    1,002,170.      MT  (+/- 180 meters Scaled)
 BJ1973
 BJ1973                          SUPERSEDED SURVEY CONTROL
 BJ1973
 BJ1973  NGVD 29 (??/??/??)    2.276  (m)            7.47   (f) ADJUSTED    ?  
 BJ1973
 BJ1973.Superseded values are not recommended for survey control.
 BJ1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1973.See file dsdata.txt to determine how the superseded data were derived.
 BJ1973
 BJ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP627354(NAD 83)
 BJ1973_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1973
 BJ1973  HISTORY     - Date     Condition        Report By
 BJ1973  HISTORY     - UNK      MONUMENTED       DOD
 BJ1973  HISTORY     - 1965     GOOD             CGS
 BJ1973
 BJ1973                          STATION DESCRIPTION
 BJ1973
 BJ1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1973'2.7 MI S FROM MOUND DITCH.
 BJ1973'IN CONCRETE BLOCK AND IRON PIPE ON LEFT BANK OF GRAND RIVER, IN
 BJ1973'IBERVILLE PARISH, LA. T.11 S., R.11 E. OF LOUISIANA MERIDIAN. 2.7
 BJ1973'MILES BELOW JUNCTION OF BAYOU SORREL AND GRAND RIVER.  ABOUT 2-1/2
 BJ1973'MILES ABOVE CAPT. BROWNS HOUSE.  IN TIMBER.  ABOUT 50 METERS BACK OF
 BJ1973'RIVER BANK.  17 METERS BACK OF REMAINS OF OLD LEVEE.  9 METERS BACK OF
 BJ1973'OLD ROAD.  CAP ON PIPE ABOUT 24 INCHES ABOVE GROUND.  NOTE-- TIMBER
 BJ1973'HAS BEEN CLEARED IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0552 ***********************************************************************
 BW0552  DESIGNATION -  40 DIETZE BOLT
 BW0552  PID         -  BW0552
 BW0552  STATE/COUNTY-  LA/TENSAS
 BW0552  USGS QUAD   -  ST JOSEPH (1986)
 BW0552
 BW0552                         *CURRENT SURVEY CONTROL
 BW0552  ___________________________________________________________________
 BW0552* NAD 83(1986)-  31 54 05.     (N)    091 14 39.     (W)     SCALED    
 BW0552* NAVD 88     -        20.26   (+/-2cm)      66.5    (feet)  VERTCON   
 BW0552  ___________________________________________________________________
 BW0552  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0552
 BW0552  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0552
 BW0552.The horizontal coordinates were scaled from a topographic map and have
 BW0552.an estimated accuracy of +/- 6 seconds.
 BW0552
 BW0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0552.The vertical order pertains to the NGVD 29 superseded value.
 BW0552
 BW0552.The geoid height was determined by GEOID03.
 BW0552
 BW0552;                    North         East    Units  Estimated Accuracy
 BW0552;SPC LA N     -   156,070.    1,118,780.      MT  (+/- 180 meters Scaled)
 BW0552
 BW0552                          SUPERSEDED SURVEY CONTROL
 BW0552
 BW0552  NGVD 29 (??/??/92)   20.27   (m)           66.5    (f) COMPUTED    1 2
 BW0552
 BW0552.Superseded values are not recommended for survey control.
 BW0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0552.See file dsdata.txt to determine how the superseded data were derived.
 BW0552
 BW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR660308(NAD 83)
 BW0552_MARKER: B = BOLT
 BW0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0552_SP_SET: CONCRETE BLOCK
 BW0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0552
 BW0552  HISTORY     - Date     Condition        Report By
 BW0552  HISTORY     - UNK      MONUMENTED       DOD
 BW0552  HISTORY     - 1934     GOOD             DOD
 BW0552  HISTORY     - 1938     GOOD             NGS
 BW0552
 BW0552                          STATION DESCRIPTION
 BW0552
 BW0552'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW0552'1 MI SW FROM ST JOSEPH.
 BW0552'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 BW0552'MISSISSIPPI RIVER IN TENSAS PARISH, LA.  ABOUT 1 MILE DOWNSTREAM FROM
 BW0552'ST. JOSEPH, LA.  ON THE UPSTREAM BANK OF A DITCH IN A CULTIVATED FIELD
 BW0552'ON THE DUCK POND PLANTATION.  73 METERS UPSTREAM AND IN LINE WITH THE
 BW0552'BACK POST OF THE WORRELL RESIDENCE.  76 METERS LANDWARD FROM CENTER
 BW0552'LINE OF ROAD PARALLELING LEVEE.  42 METERS LANDSIDE AND SLIGHTLY
 BW0552'UPSTREAM FROM THE FIRST CABIN UPSTREAM FROM THE WORRELL RESIDENCE. 59
 BW0552'METERS UPSTREAM FROM AN IRON FENCE SURROUNDING THE WORRELL RESIDENCE.
 BW0552
 BW0552                          STATION RECOVERY (1938)
 BW0552
 BW0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BW0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0551 ***********************************************************************
 BW0551  DESIGNATION -  40 DIETZE CAP
 BW0551  PID         -  BW0551
 BW0551  STATE/COUNTY-  LA/TENSAS
 BW0551  USGS QUAD   -  ST JOSEPH (1986)
 BW0551
 BW0551                         *CURRENT SURVEY CONTROL
 BW0551  ___________________________________________________________________
 BW0551* NAD 83(1986)-  31 54 05.     (N)    091 14 39.     (W)     SCALED    
 BW0551* NAVD 88     -        21.49   (+/-2cm)      70.5    (feet)  VERTCON   
 BW0551  ___________________________________________________________________
 BW0551  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0551
 BW0551  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0551
 BW0551.The horizontal coordinates were scaled from a topographic map and have
 BW0551.an estimated accuracy of +/- 6 seconds.
 BW0551
 BW0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0551.The vertical order pertains to the NGVD 29 superseded value.
 BW0551
 BW0551.The geoid height was determined by GEOID03.
 BW0551
 BW0551;                    North         East    Units  Estimated Accuracy
 BW0551;SPC LA N     -   156,070.    1,118,780.      MT  (+/- 180 meters Scaled)
 BW0551
 BW0551                          SUPERSEDED SURVEY CONTROL
 BW0551
 BW0551  NGVD 29 (??/??/92)   21.50   (m)           70.5    (f) COMPUTED    1 2
 BW0551
 BW0551.Superseded values are not recommended for survey control.
 BW0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0551.See file dsdata.txt to determine how the superseded data were derived.
 BW0551
 BW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR660308(NAD 83)
 BW0551_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0551_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0551
 BW0551  HISTORY     - Date     Condition        Report By
 BW0551  HISTORY     - UNK      MONUMENTED       DOD
 BW0551  HISTORY     - 1934     GOOD             DOD
 BW0551  HISTORY     - 1938     GOOD             NGS
 BW0551
 BW0551                          STATION DESCRIPTION
 BW0551
 BW0551'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW0551'1 MI SW FROM ST JOSEPH.
 BW0551'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 BW0551'MISSISSIPPI RIVER IN TENSAS PARISH, LA.  ABOUT 1 MILE DOWNSTREAM FROM
 BW0551'ST. JOSEPH, LA.  ON THE UPSTREAM BANK OF A DITCH IN A CULTIVATED FIELD
 BW0551'ON THE DUCK POND PLANTATION.  73 METERS UPSTREAM AND IN LINE WITH THE
 BW0551'BACK POST OF THE WORRELL RESIDENCE.  76 METERS LANDWARD FROM CENTER
 BW0551'LINE OF ROAD PARALLELING LEVEE.  42 METERS LANDSIDE AND SLIGHTLY
 BW0551'UPSTREAM FROM THE FIRST CABIN UPSTREAM FROM THE WORRELL RESIDENCE. 59
 BW0551'METERS UPSTREAM FROM AN IRON FENCE SURROUNDING THE WORRELL RESIDENCE.
 BW0551
 BW0551                          STATION RECOVERY (1938)
 BW0551
 BW0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BW0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0977 ***********************************************************************
 BX0977  DESIGNATION -  40 V 1 LADH
 BX0977  PID         -  BX0977
 BX0977  STATE/COUNTY-  LA/RAPIDES
 BX0977  USGS QUAD   -  LECOMPTE (1992)
 BX0977
 BX0977                         *CURRENT SURVEY CONTROL
 BX0977  ___________________________________________________________________
 BX0977* NAD 83(1986)-  31 04 47.     (N)    092 24 46.     (W)     SCALED    
 BX0977* NAVD 88     -        23.77   (+/-2cm)      78.0    (feet)  VERTCON   
 BX0977  ___________________________________________________________________
 BX0977  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0977
 BX0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0977
 BX0977.The horizontal coordinates were scaled from a topographic map and have
 BX0977.an estimated accuracy of +/- 6 seconds.
 BX0977
 BX0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0977.The vertical order pertains to the NGVD 29 superseded value.
 BX0977
 BX0977.The geoid height was determined by GEOID03.
 BX0977
 BX0977;                    North         East    Units  Estimated Accuracy
 BX0977;SPC LA N     -    64,280.    1,008,320.      MT  (+/- 180 meters Scaled)
 BX0977
 BX0977                          SUPERSEDED SURVEY CONTROL
 BX0977
 BX0977  NGVD 29 (??/??/??)   23.749  (m)           77.92   (f) ADJUSTED    2 0
 BX0977
 BX0977.Superseded values are not recommended for survey control.
 BX0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0977.See file dsdata.txt to determine how the superseded data were derived.
 BX0977
 BX0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ560385(NAD 83)
 BX0977_MARKER: DD = SURVEY DISK
 BX0977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0977_SP_SET: BRIDGE
 BX0977_STAMPING: 40V1 1968
 BX0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0977
 BX0977  HISTORY     - Date     Condition        Report By
 BX0977  HISTORY     - 1968     MONUMENTED       LADH
 BX0977  HISTORY     - 1979     GOOD             LADTD
 BX0977  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0977
 BX0977                          STATION DESCRIPTION
 BX0977
 BX0977'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BX0977'1.0 MI W FROM LECOMPTE.
 BX0977'ABOUT 1 MILE WEST ALONG LOUISIANA HIGHWAY 112 FROM THE LECOMPTE HIGH
 BX0977'SCHOOL AT LECOMPTE IN RAPIDES PARISH.  ABOUT 0.47 MILES EAST OF
 BX0977'CORNELL AZIMUTH 1934.  ABOUT 0.65 MILES WEST OF RAILROAD SPUR ON WEST
 BX0977'EDGE OF LECOMPTE.  13 FEET NORTH OF CENTER LINE OF LOUISIANA HIGHWAY
 BX0977'112.  ON SIDE WALK OF CONCRETE BRIDGE ACROSS BAYOU BOUEF DIVERSION
 BX0977'CHANNEL.  ON WEST EDGE OF BRIDGE AND SET IN CURB OF CONCRETE BRIDGE
 BX0977'FLUSH WITH CONCRETE.  A STEEL WITNESS POST IS SET 3 FEET NORTHWEST OF
 BX0977'THE MARK.
 BX0977
 BX0977                          STATION RECOVERY (1979)
 BX0977
 BX0977'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0977'RECOVERED IN GOOD CONDITION.
 BX0977
 BX0977                          STATION RECOVERY (1999)
 BX0977
 BX0977'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0992 ***********************************************************************
 BX0992  DESIGNATION -  40 V 10 LADH
 BX0992  PID         -  BX0992
 BX0992  STATE/COUNTY-  LA/RAPIDES
 BX0992  USGS QUAD   -  ALEXANDRIA (1992)
 BX0992
 BX0992                         *CURRENT SURVEY CONTROL
 BX0992  ___________________________________________________________________
 BX0992* NAD 83(1986)-  31 15 33.     (N)    092 28 43.     (W)     SCALED    
 BX0992* NAVD 88     -        25.47   (+/-2cm)      83.6    (feet)  VERTCON   
 BX0992  ___________________________________________________________________
 BX0992  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX0992
 BX0992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0992
 BX0992.The horizontal coordinates were scaled from a topographic map and have
 BX0992.an estimated accuracy of +/- 6 seconds.
 BX0992
 BX0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0992.The vertical order pertains to the NGVD 29 superseded value.
 BX0992
 BX0992.The geoid height was determined by GEOID03.
 BX0992
 BX0992;                    North         East    Units  Estimated Accuracy
 BX0992;SPC LA N     -    84,170.    1,002,040.      MT  (+/- 180 meters Scaled)
 BX0992
 BX0992                          SUPERSEDED SURVEY CONTROL
 BX0992
 BX0992  NGVD 29 (??/??/??)   25.458  (m)           83.52   (f) ADJUSTED    2 0
 BX0992
 BX0992.Superseded values are not recommended for survey control.
 BX0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0992.See file dsdata.txt to determine how the superseded data were derived.
 BX0992
 BX0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ496584(NAD 83)
 BX0992_MARKER: DD = SURVEY DISK
 BX0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0992_STAMPING: 40V10 1968
 BX0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0992+STABILITY: SURFACE MOTION
 BX0992
 BX0992  HISTORY     - Date     Condition        Report By
 BX0992  HISTORY     - 1968     MONUMENTED       LADH
 BX0992  HISTORY     - 1969     GOOD             LADTD
 BX0992  HISTORY     - 1977     GOOD             NGS
 BX0992  HISTORY     - 19990424 GOOD             USPSQD
 BX0992
 BX0992                          STATION DESCRIPTION
 BX0992
 BX0992'DESCRIBED BY LA TRANSP AND DEV 1969
 BX0992'IN ALEXANDRIA.
 BX0992'ABOUT 0.10 MILES WEST OF UNITED STATES HIGHWAY 165.  AND ABOUT 1.49
 BX0992'MILES WEST OF B.M F15 1934.  THIS MARKER IS LOCATED 16 FEET SOUTH OF
 BX0992'THE NORTHWEST CORNER OF THE MASONIC OPEN AIR GYMNASIUM IN ALEXANDRIA.
 BX0992'100.5 FEET NORTH OF CENTER LINE OF LOUISIANA HIGHWAY 488.  41 FEET
 BX0992'EAST OF DRIVE WAY TO MASONIC SCHOOL AND CHILDRENS HOME. DISK IN THE
 BX0992'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS
 BX0992'SET 2 FEET NORTH OF THE MARK.  SECTION 4, T 2W, R 2N.
 BX0992
 BX0992                          STATION RECOVERY (1977)
 BX0992
 BX0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0992'RECOVERED IN GOOD CONDITION.
 BX0992
 BX0992                          STATION RECOVERY (1999)
 BX0992
 BX0992'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0991 ***********************************************************************
 BX0991  DESIGNATION -  40 V 11 LADH
 BX0991  PID         -  BX0991
 BX0991  STATE/COUNTY-  LA/RAPIDES
 BX0991  USGS QUAD   -  ALEXANDRIA (1992)
 BX0991
 BX0991                         *CURRENT SURVEY CONTROL
 BX0991  ___________________________________________________________________
 BX0991* NAD 83(1986)-  31 15 55.     (N)    092 29 32.     (W)     SCALED    
 BX0991* NAVD 88     -        24.44   (+/-2cm)      80.2    (feet)  VERTCON   
 BX0991  ___________________________________________________________________
 BX0991  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX0991
 BX0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0991
 BX0991.The horizontal coordinates were scaled from a topographic map and have
 BX0991.an estimated accuracy of +/- 6 seconds.
 BX0991
 BX0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0991.The vertical order pertains to the NGVD 29 superseded value.
 BX0991
 BX0991.The geoid height was determined by GEOID03.
 BX0991
 BX0991;                    North         East    Units  Estimated Accuracy
 BX0991;SPC LA N     -    84,850.    1,000,740.      MT  (+/- 180 meters Scaled)
 BX0991
 BX0991                          SUPERSEDED SURVEY CONTROL
 BX0991
 BX0991  NGVD 29 (??/??/??)   24.426  (m)           80.14   (f) ADJUSTED    2 0
 BX0991
 BX0991.Superseded values are not recommended for survey control.
 BX0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0991.See file dsdata.txt to determine how the superseded data were derived.
 BX0991
 BX0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ483591(NAD 83)
 BX0991_MARKER: DD = SURVEY DISK
 BX0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0991_STAMPING: 40V11 1968
 BX0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0991+STABILITY: SURFACE MOTION
 BX0991
 BX0991  HISTORY     - Date     Condition        Report By
 BX0991  HISTORY     - 1968     MONUMENTED       LADH
 BX0991  HISTORY     - 1969     GOOD             LADTD
 BX0991  HISTORY     - 1977     GOOD             NGS
 BX0991  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0991
 BX0991                          STATION DESCRIPTION
 BX0991
 BX0991'DESCRIBED BY LA TRANSP AND DEV 1969
 BX0991'IN ALEXANDRIA.
 BX0991'ABOUT 0.96 MILES WEST ALONG LOUISIANA HIGHWAY 488 FROM MASONIC HOME
 BX0991'OPEN AIR GYMNASIUM.  ABOUT 0.96 MILES WEST OF B.M. 40V10.  AND ABOUT
 BX0991'0.95 MILES EAST OF B.M. 40V12.  106 FEET SOUTH OF THE CENTER LINE OF
 BX0991'LOUISIANA HIGHWAY 488.  87 FEET SOUTH OF A POWER POLE.  AND 2 FEET
 BX0991'EAST OF THE SOUTHEAST CORNER OF YARD FENCE.  DISK IN TOP OF A CONCRETE
 BX0991'POST FLUSH WITH GROUND.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF
 BX0991'THE MARK.  SECTION 9, T 1W, R 3 N.
 BX0991
 BX0991                          STATION RECOVERY (1977)
 BX0991
 BX0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0991'RECOVERED IN GOOD CONDITION.
 BX0991
 BX0991                          STATION RECOVERY (1999)
 BX0991
 BX0991'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0990 ***********************************************************************
 BX0990  DESIGNATION -  40 V 12 LADH
 BX0990  PID         -  BX0990
 BX0990  STATE/COUNTY-  LA/RAPIDES
 BX0990  USGS QUAD   -  RAPIDES (1992)
 BX0990
 BX0990                         *CURRENT SURVEY CONTROL
 BX0990  ___________________________________________________________________
 BX0990* NAD 83(1986)-  31 16 02.     (N)    092 30 24.     (W)     SCALED    
 BX0990* NAVD 88     -        23.25   (+/-2cm)      76.3    (feet)  VERTCON   
 BX0990  ___________________________________________________________________
 BX0990  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX0990
 BX0990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0990
 BX0990.The horizontal coordinates were scaled from a topographic map and have
 BX0990.an estimated accuracy of +/- 6 seconds.
 BX0990
 BX0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0990.The vertical order pertains to the NGVD 29 superseded value.
 BX0990
 BX0990.The geoid height was determined by GEOID03.
 BX0990
 BX0990;                    North         East    Units  Estimated Accuracy
 BX0990;SPC LA N     -    85,070.      999,370.      MT  (+/- 180 meters Scaled)
 BX0990
 BX0990                          SUPERSEDED SURVEY CONTROL
 BX0990
 BX0990  NGVD 29 (??/??/??)   23.238  (m)           76.24   (f) ADJUSTED    2 0
 BX0990
 BX0990.Superseded values are not recommended for survey control.
 BX0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0990.See file dsdata.txt to determine how the superseded data were derived.
 BX0990
 BX0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ469593(NAD 83)
 BX0990_MARKER: DD = SURVEY DISK
 BX0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0990_STAMPING: 40 V 12 1968
 BX0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0990+STABILITY: SURFACE MOTION
 BX0990
 BX0990  HISTORY     - Date     Condition        Report By
 BX0990  HISTORY     - 1968     MONUMENTED       LADH
 BX0990  HISTORY     - 1969     GOOD             LADTD
 BX0990  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0990
 BX0990                          STATION DESCRIPTION
 BX0990
 BX0990'DESCRIBED BY LA TRANSP AND DEV 1969
 BX0990'1.91 MI W FROM ALEXANDRIA.
 BX0990'ABOUT 1.91 MILES WEST ALONG LOUISIANA HIGHWAY 488 FROM THE MASONIC
 BX0990'OPEN AIR GYMNASIUM AT ALEXANDRIA. 84 FEET SOUTH OF CENTER LINE OF
 BX0990'LOUISIANA HIGHWAY 488. 59 FEET SOUTHEAST OF FENCE CORNER. 33 FEET
 BX0990'SOUTHEAST OF DRIVE WAY TO RESIDENCE. 119 FEET NORTHEAST OF NORTHEAST
 BX0990'CORNER OF FRAME HOUSE. DISK IN TOP OF A CONCRETE POST PROJECTING 3
 BX0990'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 3 FEET EAST OF THE
 BX0990'MARK.  SECTION 11, T 1W, R 3N.
 BX0990
 BX0990                          STATION RECOVERY (1999)
 BX0990
 BX0990'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0989 ***********************************************************************
 BX0989  DESIGNATION -  40 V 13 LADH
 BX0989  PID         -  BX0989
 BX0989  STATE/COUNTY-  LA/RAPIDES
 BX0989  USGS QUAD   -  RAPIDES (1992)
 BX0989
 BX0989                         *CURRENT SURVEY CONTROL
 BX0989  ___________________________________________________________________
 BX0989* NAD 83(1986)-  31 15 34.     (N)    092 31 19.     (W)     SCALED    
 BX0989* NAVD 88     -        21.95   (+/-2cm)      72.0    (feet)  VERTCON   
 BX0989  ___________________________________________________________________
 BX0989  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX0989
 BX0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0989
 BX0989.The horizontal coordinates were scaled from a topographic map and have
 BX0989.an estimated accuracy of +/- 6 seconds.
 BX0989
 BX0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0989.The vertical order pertains to the NGVD 29 superseded value.
 BX0989
 BX0989.The geoid height was determined by GEOID03.
 BX0989
 BX0989;                    North         East    Units  Estimated Accuracy
 BX0989;SPC LA N     -    84,210.      997,910.      MT  (+/- 180 meters Scaled)
 BX0989
 BX0989                          SUPERSEDED SURVEY CONTROL
 BX0989
 BX0989  NGVD 29 (??/??/??)   21.936  (m)           71.97   (f) ADJUSTED    2 0
 BX0989
 BX0989.Superseded values are not recommended for survey control.
 BX0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0989.See file dsdata.txt to determine how the superseded data were derived.
 BX0989
 BX0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ455584(NAD 83)
 BX0989_MARKER: DD = SURVEY DISK
 BX0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0989_STAMPING: 40V13 1968
 BX0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0989+STABILITY: SURFACE MOTION
 BX0989
 BX0989  HISTORY     - Date     Condition        Report By
 BX0989  HISTORY     - 1968     MONUMENTED       LADH
 BX0989  HISTORY     - 1969     GOOD             LADTD
 BX0989  HISTORY     - 19990424 GOOD             USPSQD
 BX0989
 BX0989                          STATION DESCRIPTION
 BX0989
 BX0989'DESCRIBED BY LA TRANSP AND DEV 1969
 BX0989'2.99 MI W FROM ALEXANDRIA.
 BX0989'ABOUT 2.99 MILES WEST ALONG LOUISIANA HIGHWAY 488 FROM MASONIC HOME
 BX0989'OPEN AIR GYMNASIUM AT ALEXANDRIA.  ABOUT 1.08 MILES WEST OF B.M.
 BX0989'40V12.  AND 1.18 MILES EAST OF B.M. 40V14.  490 FEET SOUTHWEST ALONG
 BX0989'CENTER LINE OF LOUISIANA HIGHWAY 488 FROM THE SOUTHWEST END OF TIMBER
 BX0989'BRIDGE.  42 FEET SOUTHEAST OF CENTER LINE OF LOUISIANA HIGHWAY 488.
 BX0989'11.5 FEET SOUTHWEST OF CORNER OF CYCLONE FENCE. 13.5 FEET SOUTH OF A
 BX0989'TELEPHONE POLE WITH ONE GUY WIRE. AND 16 FEET NORTHEAST OF A 18 INCH
 BX0989'PIN OAK TREE. DISK IN TOP OF A CONCRETE POST FLUSH WITH GROUND. A
 BX0989'STEEL WITNESS POST IS SET 0.5 FEET EAST OF THE MARK. SECTION 1, T 1W,
 BX0989'R 3 N.
 BX0989
 BX0989                          STATION RECOVERY (1999)
 BX0989
 BX0989'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0988 ***********************************************************************
 BX0988  DESIGNATION -  40 V 14 LADH
 BX0988  PID         -  BX0988
 BX0988  STATE/COUNTY-  LA/RAPIDES
 BX0988  USGS QUAD   -  RAPIDES (1992)
 BX0988
 BX0988                         *CURRENT SURVEY CONTROL
 BX0988  ___________________________________________________________________
 BX0988* NAD 83(1986)-  31 15 03.     (N)    092 32 13.     (W)     SCALED    
 BX0988* NAVD 88     -        22.30   (+/-2cm)      73.2    (feet)  VERTCON   
 BX0988  ___________________________________________________________________
 BX0988  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BX0988
 BX0988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0988
 BX0988.The horizontal coordinates were scaled from a topographic map and have
 BX0988.an estimated accuracy of +/- 6 seconds.
 BX0988
 BX0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0988.The vertical order pertains to the NGVD 29 superseded value.
 BX0988
 BX0988.The geoid height was determined by GEOID03.
 BX0988
 BX0988;                    North         East    Units  Estimated Accuracy
 BX0988;SPC LA N     -    83,250.      996,480.      MT  (+/- 180 meters Scaled)
 BX0988
 BX0988                          SUPERSEDED SURVEY CONTROL
 BX0988
 BX0988  NGVD 29 (??/??/??)   22.291  (m)           73.13   (f) ADJUSTED    2 0
 BX0988
 BX0988.Superseded values are not recommended for survey control.
 BX0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0988.See file dsdata.txt to determine how the superseded data were derived.
 BX0988
 BX0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ440574(NAD 83)
 BX0988_MARKER: DD = SURVEY DISK
 BX0988_SETTING: 0 = UNSPECIFIED SETTING
 BX0988_STAMPING: 40V14 1968
 BX0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0988
 BX0988  HISTORY     - Date     Condition        Report By
 BX0988  HISTORY     - 1968     MONUMENTED       LADH
 BX0988  HISTORY     - 1969     GOOD             LADTD
 BX0988  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0988
 BX0988                          STATION DESCRIPTION
 BX0988
 BX0988'DESCRIBED BY LA TRANSP AND DEV 1969
 BX0988'4.17 MI W FROM ALEXANDRIA.
 BX0988'ABOUT 4.17 MILES WEST ALONG LOUISIANA HIGHWAY 488 FROM THE MASONIC
 BX0988'OPEN AIR GYMNASIUM AT ALEXANDRIA.  67 FEET NORTHWEST OF LOUISIANA
 BX0988'HIGHWAY 488.  127 FEET NORTH NORTHWEST OF EAST END OF TIMBER BRIDGE.
 BX0988'79 FEET WEST OF INTERSECTION OF MCKEITHEN DRIVE AND LOUISIANA HIGHWAY
 BX0988'488.  52 FEET SOUTHWEST OF CENTER LINE OF MCKEITHEN DRIVE.  5.0 FEET
 BX0988'EAST OF A CLECO POWER POLE.  A STEEL WITNESS POST IS SET 1.5 FEET
 BX0988'NORTH NORTHWEST OF MARK.  SECTION 37, T 2W, R 3 N.
 BX0988
 BX0988                          STATION RECOVERY (1999)
 BX0988
 BX0988'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0987 ***********************************************************************
 BX0987  DESIGNATION -  40 V 15 LADH
 BX0987  PID         -  BX0987
 BX0987  STATE/COUNTY-  LA/RAPIDES
 BX0987  USGS QUAD   -  WOODWORTH WEST (1993)
 BX0987
 BX0987                         *CURRENT SURVEY CONTROL
 BX0987  ___________________________________________________________________
 BX0987* NAD 83(1986)-  31 14 34.     (N)    092 33 04.     (W)     SCALED    
 BX0987* NAVD 88     -        21.94   (+/-2cm)      72.0    (feet)  VERTCON   
 BX0987  ___________________________________________________________________
 BX0987  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BX0987
 BX0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0987
 BX0987.The horizontal coordinates were scaled from a topographic map and have
 BX0987.an estimated accuracy of +/- 6 seconds.
 BX0987
 BX0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0987.The vertical order pertains to the NGVD 29 superseded value.
 BX0987
 BX0987.The geoid height was determined by GEOID03.
 BX0987
 BX0987;                    North         East    Units  Estimated Accuracy
 BX0987;SPC LA N     -    82,360.      995,130.      MT  (+/- 180 meters Scaled)
 BX0987
 BX0987                          SUPERSEDED SURVEY CONTROL
 BX0987
 BX0987  NGVD 29 (??/??/??)   21.931  (m)           71.95   (f) ADJUSTED    2 0
 BX0987
 BX0987.Superseded values are not recommended for survey control.
 BX0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0987.See file dsdata.txt to determine how the superseded data were derived.
 BX0987
 BX0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ427565(NAD 83)
 BX0987_MARKER: DD = SURVEY DISK
 BX0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0987_STAMPING: 40V15 1968
 BX0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0987+STABILITY: SURFACE MOTION
 BX0987
 BX0987  HISTORY     - Date     Condition        Report By
 BX0987  HISTORY     - 1968     MONUMENTED       LADH
 BX0987  HISTORY     - 1969     GOOD             LADTD
 BX0987  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0987
 BX0987                          STATION DESCRIPTION
 BX0987
 BX0987'DESCRIBED BY LA TRANSP AND DEV 1969
 BX0987'5.11 MI W FROM ALEXANDRIA.
 BX0987'ABOUT 5.11 MILES WEST ALONG LOUISIANA HIGHWAY 488 FROM MASONIC HOME
 BX0987'OPEN AIR GYMNASIUM AT ALEXANDRIA.  ABOUT 0.94 MILES WEST OF B.M.
 BX0987'40V14.  ABOUT 1.07 MILES EAST OF B.M. 40V16.  199 FEET NORTH NORTHEAST
 BX0987'OF THE NORTHEAST END OF CONCRETE TWIN BRIDGE.  66 FEET NORTH OF CENTER
 BX0987'LINE OF LOUISIANA HIGHWAY 488.  25 FEET NORTH OF OLD RIGHT OF WAY
 BX0987'FENCE.  AND 1.3 FEET EAST OF RIGHT OF WAY MARKER.  DISK IN TOP OF
 BX0987'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 BX0987'IS SET 1.5 FEET WEST OF THE MARK.  SECTION 11, T 2W, R3N.
 BX0987
 BX0987                          STATION RECOVERY (1999)
 BX0987
 BX0987'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1216 ***********************************************************************
 BX1216  DESIGNATION -  40 V 16 LADH
 BX1216  PID         -  BX1216
 BX1216  STATE/COUNTY-  LA/RAPIDES
 BX1216  USGS QUAD   -  WOODWORTH WEST (1993)
 BX1216
 BX1216                         *CURRENT SURVEY CONTROL
 BX1216  ___________________________________________________________________
 BX1216* NAD 83(1986)-  31 14 21.     (N)    092 34 05.     (W)     SCALED    
 BX1216* NAVD 88     -        28.28   (+/-2cm)      92.8    (feet)  VERTCON   
 BX1216  ___________________________________________________________________
 BX1216  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX1216
 BX1216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1216
 BX1216.The horizontal coordinates were scaled from a topographic map and have
 BX1216.an estimated accuracy of +/- 6 seconds.
 BX1216
 BX1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1216.The vertical order pertains to the NGVD 29 superseded value.
 BX1216
 BX1216.The geoid height was determined by GEOID03.
 BX1216
 BX1216;                    North         East    Units  Estimated Accuracy
 BX1216;SPC LA N     -    81,960.      993,520.      MT  (+/- 180 meters Scaled)
 BX1216
 BX1216                          SUPERSEDED SURVEY CONTROL
 BX1216
 BX1216  NGVD 29 (??/??/??)   28.274  (m)           92.76   (f) ADJUSTED    2 0
 BX1216
 BX1216.Superseded values are not recommended for survey control.
 BX1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1216.See file dsdata.txt to determine how the superseded data were derived.
 BX1216
 BX1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ411561(NAD 83)
 BX1216_MARKER: DD = SURVEY DISK
 BX1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1216_STAMPING: 40V16 1968
 BX1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1216+STABILITY: SURFACE MOTION
 BX1216
 BX1216  HISTORY     - Date     Condition        Report By
 BX1216  HISTORY     - 1968     MONUMENTED       LADH
 BX1216  HISTORY     - 1969     GOOD             LADTD
 BX1216  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1216
 BX1216                          STATION DESCRIPTION
 BX1216
 BX1216'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1216'6.18 MI W FROM ALEXANDRIA.
 BX1216'ABOUT 6.18 MILES WEST ALONG LOUISIANA HIGHWAY 488 FROM THE MASONIC
 BX1216'OPEN AIR GYMANASIUM AT ALEXANDRIA.  ABOUT 1.5 MILES EAST OF A CATTLE
 BX1216'GUARD UNDER LOUISIANA HIGHWAY 488.  75 FEET NORTH OF LOUISIANA HIGHWAY
 BX1216'488.  39 FEET EAST OF OLD DIRT ROAD.  12 FEET EAST OF A 14 INCH RED
 BX1216'OAK TREE.  DISK IN TOP OF CONCRETE POST PROJECTING 4 INCHES ABOVE
 BX1216'GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET NORTH OF THE MARK.
 BX1216'SECTION 41, T 2W, R 3N.
 BX1216
 BX1216                          STATION RECOVERY (1999)
 BX1216
 BX1216'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1215 ***********************************************************************
 BX1215  DESIGNATION -  40 V 17 LADH
 BX1215  PID         -  BX1215
 BX1215  STATE/COUNTY-  LA/RAPIDES
 BX1215  USGS QUAD   -  WOODWORTH WEST (1993)
 BX1215
 BX1215                         *CURRENT SURVEY CONTROL
 BX1215  ___________________________________________________________________
 BX1215* NAD 83(1986)-  31 13 44.     (N)    092 34 40.     (W)     SCALED    
 BX1215* NAVD 88     -        54.11   (+/-2cm)     177.5    (feet)  VERTCON   
 BX1215  ___________________________________________________________________
 BX1215  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX1215
 BX1215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1215
 BX1215.The horizontal coordinates were scaled from a topographic map and have
 BX1215.an estimated accuracy of +/- 6 seconds.
 BX1215
 BX1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1215.The vertical order pertains to the NGVD 29 superseded value.
 BX1215
 BX1215.The geoid height was determined by GEOID03.
 BX1215
 BX1215;                    North         East    Units  Estimated Accuracy
 BX1215;SPC LA N     -    80,820.      992,590.      MT  (+/- 180 meters Scaled)
 BX1215
 BX1215                          SUPERSEDED SURVEY CONTROL
 BX1215
 BX1215  NGVD 29 (??/??/??)   54.099  (m)          177.49   (f) ADJUSTED    2 0
 BX1215
 BX1215.Superseded values are not recommended for survey control.
 BX1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1215.See file dsdata.txt to determine how the superseded data were derived.
 BX1215
 BX1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ402550(NAD 83)
 BX1215_MARKER: DD = SURVEY DISK
 BX1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1215_STAMPING: 40V17 1968
 BX1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1215+STABILITY: SURFACE MOTION
 BX1215
 BX1215  HISTORY     - Date     Condition        Report By
 BX1215  HISTORY     - 1968     MONUMENTED       LADH
 BX1215  HISTORY     - 1969     GOOD             LADTD
 BX1215  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1215
 BX1215                          STATION DESCRIPTION
 BX1215
 BX1215'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1215'7.13 MI W FROM ALEXANDRIA.
 BX1215'ABOUT 7.13 MILES WEST ALONG LOUISIANA HIGHWAY 488 FROM MASONIC HOME
 BX1215'OPEN AIR GYMNASIUM AT ALEXANDRIA.  ABOUT 0.95 MILES WEST OF B.M.
 BX1215'40V16.  ABOUT 1.0 MILES EAST OF B.M. 40V18.  53 FEET SOUTH OF CENTER
 BX1215'LINE OF LOUISIANA HIGHWAY 488.  14 FEET SOUTHWEST OF A RIGHT OF WAY
 BX1215'MARKER.  67 FEET EAST OF A TELEPHONE POLE.  15 FEET NORTH OF A DIM
 BX1215'ROAD LEADING SOUTHEAST.  DISK IN TOP OF CONCRETE POST PROJECTING 4
 BX1215'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 2 FEET SOUTH OF THE
 BX1215'MARK.  SECTION 16, T 2W, R 3N.
 BX1215
 BX1215                          STATION RECOVERY (1999)
 BX1215
 BX1215'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1214 ***********************************************************************
 BX1214  DESIGNATION -  40 V 18 LADH
 BX1214  PID         -  BX1214
 BX1214  STATE/COUNTY-  LA/RAPIDES
 BX1214  USGS QUAD   -  WOODWORTH WEST (1993)
 BX1214
 BX1214                         *CURRENT SURVEY CONTROL
 BX1214  ___________________________________________________________________
 BX1214* NAD 83(1986)-  31 13 26.     (N)    092 35 37.     (W)     SCALED    
 BX1214* NAVD 88     -        55.09   (+/-2cm)     180.7    (feet)  VERTCON   
 BX1214  ___________________________________________________________________
 BX1214  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX1214
 BX1214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1214
 BX1214.The horizontal coordinates were scaled from a topographic map and have
 BX1214.an estimated accuracy of +/- 6 seconds.
 BX1214
 BX1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1214.The vertical order pertains to the NGVD 29 superseded value.
 BX1214
 BX1214.The geoid height was determined by GEOID03.
 BX1214
 BX1214;                    North         East    Units  Estimated Accuracy
 BX1214;SPC LA N     -    80,270.      991,080.      MT  (+/- 180 meters Scaled)
 BX1214
 BX1214                          SUPERSEDED SURVEY CONTROL
 BX1214
 BX1214  NGVD 29 (??/??/??)   55.079  (m)          180.71   (f) ADJUSTED    2 0
 BX1214
 BX1214.Superseded values are not recommended for survey control.
 BX1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1214.See file dsdata.txt to determine how the superseded data were derived.
 BX1214
 BX1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ387544(NAD 83)
 BX1214_MARKER: DD = SURVEY DISK
 BX1214_SETTING: 0 = UNSPECIFIED SETTING
 BX1214_STAMPING: 40V18 1968
 BX1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1214
 BX1214  HISTORY     - Date     Condition        Report By
 BX1214  HISTORY     - 1968     MONUMENTED       LADH
 BX1214  HISTORY     - 1969     GOOD             LADTD
 BX1214  HISTORY     - 19990424 GOOD             USPSQD
 BX1214
 BX1214                          STATION DESCRIPTION
 BX1214
 BX1214'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1214'8.13 MI W FROM ALEXANDRIA.
 BX1214'ABOUT 8.13 MILES WEST ALONG LOUISIANA HIGHWAY 488 FROM THE MASONIC
 BX1214'OPEN AIR GYMNASIUM AT ALEXANDRIA.  62 FEET NORTH OF LOUISIANA HIGHWAY
 BX1214'488.  12 FEET NORTH OF NORTH END OF KISATCHIE NATIONAL FOREST SIGN.
 BX1214'1.0 MILES WEST OF B.M. 40V17.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1214'NORTH OF THE MARK.  SECTION 20, T 3N, R 2W.
 BX1214
 BX1214                          STATION RECOVERY (1999)
 BX1214
 BX1214'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1213 ***********************************************************************
 BX1213  DESIGNATION -  40 V 19 LADH
 BX1213  PID         -  BX1213
 BX1213  STATE/COUNTY-  LA/RAPIDES
 BX1213  USGS QUAD   -  WOODWORTH WEST (1993)
 BX1213
 BX1213                         *CURRENT SURVEY CONTROL
 BX1213  ___________________________________________________________________
 BX1213* NAD 83(1986)-  31 13 02.     (N)    092 36 28.     (W)     SCALED    
 BX1213* NAVD 88     -        57.20   (+/-2cm)     187.7    (feet)  VERTCON   
 BX1213  ___________________________________________________________________
 BX1213  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX1213
 BX1213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1213
 BX1213.The horizontal coordinates were scaled from a topographic map and have
 BX1213.an estimated accuracy of +/- 6 seconds.
 BX1213
 BX1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1213.The vertical order pertains to the NGVD 29 superseded value.
 BX1213
 BX1213.The geoid height was determined by GEOID03.
 BX1213
 BX1213;                    North         East    Units  Estimated Accuracy
 BX1213;SPC LA N     -    79,530.      989,730.      MT  (+/- 180 meters Scaled)
 BX1213
 BX1213                          SUPERSEDED SURVEY CONTROL
 BX1213
 BX1213  NGVD 29 (??/??/??)   57.194  (m)          187.64   (f) ADJUSTED    2 0
 BX1213
 BX1213.Superseded values are not recommended for survey control.
 BX1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1213.See file dsdata.txt to determine how the superseded data were derived.
 BX1213
 BX1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ373537(NAD 83)
 BX1213_MARKER: DD = SURVEY DISK
 BX1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1213_SP_SET: CONCRETE BLOCK
 BX1213_STAMPING: 40V19 1968
 BX1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1213
 BX1213  HISTORY     - Date     Condition        Report By
 BX1213  HISTORY     - 1968     MONUMENTED       LADH
 BX1213  HISTORY     - 1969     GOOD             LADTD
 BX1213  HISTORY     - 19990424 GOOD             USPSQD
 BX1213
 BX1213                          STATION DESCRIPTION
 BX1213
 BX1213'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1213'9.15 MI W FROM ALEXANDRIA.
 BX1213'ABOUT 0.25 MILES WEST OF A STEEL CATTLE GUARD ACROSS LOUISIANA HIGHWAY
 BX1213'488.  ABOUT 9.15 MILES WEST ALONG LOUISIANA HIGHWAY 488 FROM THE
 BX1213'MASONIC OPEN AIR GYMNASIUM AT ALEXANDRIA.  ABOUT 1.02 MILES WEST OF
 BX1213'B.M. 40V18.  ABOUT 0.95 MILES EAST OF B.M. 40V20.  45 FEET NORTH OF
 BX1213'CENTER LINE OF LOUISIANA HIGHWAY 488.  86 FEET NORTH OF A RIGHT OF WAY
 BX1213'MARKER ON SOUTH SIDE OF LOUISIANA HIGHWAY 488.  A STANDARD DISK SET IN
 BX1213'A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND. A METAL
 BX1213'WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.  SECTION 19, T 3W, R 3N.
 BX1213
 BX1213                          STATION RECOVERY (1999)
 BX1213
 BX1213'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0982 ***********************************************************************
 BX0982  DESIGNATION -  40 V 2
 BX0982  PID         -  BX0982
 BX0982  STATE/COUNTY-  LA/RAPIDES
 BX0982  USGS QUAD   -  LECOMPTE (1992)
 BX0982
 BX0982                         *CURRENT SURVEY CONTROL
 BX0982  ___________________________________________________________________
 BX0982* NAD 83(1986)-  31 04 14.     (N)    092 26 03.     (W)     SCALED    
 BX0982* NAVD 88     -        35.15   (+/-2cm)     115.3    (feet)  VERTCON   
 BX0982  ___________________________________________________________________
 BX0982  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0982
 BX0982  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0982
 BX0982.The horizontal coordinates were scaled from a topographic map and have
 BX0982.an estimated accuracy of +/- 6 seconds.
 BX0982
 BX0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0982.The vertical order pertains to the NGVD 29 superseded value.
 BX0982
 BX0982.The geoid height was determined by GEOID03.
 BX0982
 BX0982;                    North         East    Units  Estimated Accuracy
 BX0982;SPC LA N     -    63,260.    1,006,280.      MT  (+/- 180 meters Scaled)
 BX0982
 BX0982                          SUPERSEDED SURVEY CONTROL
 BX0982
 BX0982  NGVD 29 (??/??/??)   35.129  (m)          115.25   (f) ADJUSTED    2 0
 BX0982
 BX0982.Superseded values are not recommended for survey control.
 BX0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0982.See file dsdata.txt to determine how the superseded data were derived.
 BX0982
 BX0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ539375(NAD 83)
 BX0982_MARKER: DD = SURVEY DISK
 BX0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0982_SP_SET: CONCRETE POST
 BX0982_STAMPING: 40V2 1968
 BX0982_MARK LOGO: LADH  
 BX0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0982+STABILITY: SURFACE MOTION
 BX0982
 BX0982  HISTORY     - Date     Condition        Report By
 BX0982  HISTORY     - 1968     MONUMENTED       LADH
 BX0982  HISTORY     - 1979     MARK NOT FOUND   LADTD
 BX0982  HISTORY     - 1987     GOOD             LADTD
 BX0982  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0982
 BX0982                          STATION DESCRIPTION
 BX0982
 BX0982'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BX0982'2.55 MI W FROM LECOMPTE.
 BX0982'ABOUT 2.55 MILES ALONG LOUISIANA HIGHWAY 112 FROM LECOMPTE HIGH SCHOOL
 BX0982'AT LECOMPTE.  ABOUT .93 MILES WEST OF CORNELL.  80 FEET NORTH OF
 BX0982'CENTER LINE OF LOUISIANA HIGHWAY 112.  50 FEET EAST OF BLACKTOP PARISH
 BX0982'ROAD.  100 FEET NORTHWEST OF NORTH END OF BOX CULVERT UNDER LOUISIANA
 BX0982'HIGHWAY 112.  SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND. A STEEL
 BX0982'WITNESS POST IS SET 2 FEET SOUTH OF THE MARKER. SECTION 1, T 1N, R 1.
 BX0982
 BX0982                          STATION RECOVERY (1979)
 BX0982
 BX0982'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0982'MARK NOT FOUND.
 BX0982
 BX0982                          STATION RECOVERY (1987)
 BX0982
 BX0982'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BX0982'DUE TO ROAD CONSTRUCTION OF INTERSTATE HIGHWAY 49, MARK RESET.
 BX0982
 BX0982                          STATION RECOVERY (1999)
 BX0982
 BX0982'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3110 ***********************************************************************
 BX3110  DESIGNATION -  40 V 2 RESET
 BX3110  PID         -  BX3110
 BX3110  STATE/COUNTY-  LA/RAPIDES
 BX3110  USGS QUAD   -  LECOMPTE (1992)
 BX3110
 BX3110                         *CURRENT SURVEY CONTROL
 BX3110  ___________________________________________________________________
 BX3110* NAD 83(1986)-  31 04 14.     (N)    092 26 01.     (W)     SCALED    
 BX3110* NAVD 88     -        35.73   (+/-2cm)     117.2    (feet)  VERTCON   
 BX3110  ___________________________________________________________________
 BX3110  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX3110
 BX3110  VERT ORDER  -  THIRD (See Below)
 BX3110
 BX3110.The horizontal coordinates were scaled from a topographic map and have
 BX3110.an estimated accuracy of +/- 6 seconds.
 BX3110
 BX3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3110.The vertical order pertains to the NGVD 29 superseded value.
 BX3110
 BX3110.The geoid height was determined by GEOID03.
 BX3110
 BX3110;                    North         East    Units  Estimated Accuracy
 BX3110;SPC LA N     -    63,260.    1,006,340.      MT  (+/- 180 meters Scaled)
 BX3110
 BX3110                          SUPERSEDED SURVEY CONTROL
 BX3110
 BX3110  NGVD 29 (09/18/05)   35.71   (m)          117.2    (f) RESET       3  
 BX3110
 BX3110.Superseded values are not recommended for survey control.
 BX3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3110.See file dsdata.txt to determine how the superseded data were derived.
 BX3110
 BX3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ540375(NAD 83)
 BX3110_MARKER: DD = SURVEY DISK
 BX3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3110_SP_SET: CONCRETE POST
 BX3110_STAMPING: 40V2 RESET 1987
 BX3110_MARK LOGO: LADH  
 BX3110_PROJECTION: PROJECTING 5 CENTIMETERS
 BX3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3110+STABILITY: SURFACE MOTION
 BX3110
 BX3110  HISTORY     - Date     Condition        Report By
 BX3110  HISTORY     - 1987     MONUMENTED       LADTD
 BX3110  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX3110
 BX3110                          STATION DESCRIPTION
 BX3110
 BX3110'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3110'4.3 KM (2.7 MI) WEST FROM LECOMPTE.
 BX3110'ABOUT 4.3 KM (2.7 MI) WEST ON STATE HIGHWAY 112 FROM THE POST OFFICE
 BX3110'IN LECOMPTE, 0.3 KM (0.2 MI) WEST OF THE JUNCTION OF HIGHWAY 112 AND
 BX3110'U.S. HIGHWAYS 71 AND 167, TO THE MARK ON THE LEFT NEAR A CHAIN LINK
 BX3110'FENCE, ABOUT 0.4 KM (0.25 MI) WEST OF THE PROPOSED CENTERLINE OF
 BX3110'INTERSTATE HIGHWAY 49, 35.4 METERS (116 FT) NORTHWEST OF THE NORTH
 BX3110'CORNER OF A WOOD FRAME HOUSE, 30.2 METERS (99 FT) SOUTHWEST OF A
 BX3110'RIGHT-OF-WAY MARKER, 22.3 METERS (73 FT) EAST-SOUTHEAST OF THE CENTER
 BX3110'OF HIGHWAY 112 (PROPOSED EAST LANES), 4.9 METERS (16 FT) SOUTHWEST OF
 BX3110'A 22-INCH RED OAK TREE AND 0.6 METERS (2 FT) WEST-NORTHWEST OF A CHAIN
 BX3110'LINK FENCE.
 BX3110'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BX3110'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BX3110
 BX3110                          STATION RECOVERY (1999)
 BX3110
 BX3110'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX3110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1212 ***********************************************************************
 BX1212  DESIGNATION -  40 V 20 LADH
 BX1212  PID         -  BX1212
 BX1212  STATE/COUNTY-  LA/RAPIDES
 BX1212  USGS QUAD   -  WOODWORTH WEST (1993)
 BX1212
 BX1212                         *CURRENT SURVEY CONTROL
 BX1212  ___________________________________________________________________
 BX1212* NAD 83(1986)-  31 12 56.     (N)    092 37 23.     (W)     SCALED    
 BX1212* NAVD 88     -        62.99   (+/-2cm)     206.7    (feet)  VERTCON   
 BX1212  ___________________________________________________________________
 BX1212  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX1212
 BX1212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1212
 BX1212.The horizontal coordinates were scaled from a topographic map and have
 BX1212.an estimated accuracy of +/- 6 seconds.
 BX1212
 BX1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1212.The vertical order pertains to the NGVD 29 superseded value.
 BX1212
 BX1212.The geoid height was determined by GEOID03.
 BX1212
 BX1212;                    North         East    Units  Estimated Accuracy
 BX1212;SPC LA N     -    79,350.      988,270.      MT  (+/- 180 meters Scaled)
 BX1212
 BX1212                          SUPERSEDED SURVEY CONTROL
 BX1212
 BX1212  NGVD 29 (??/??/??)   62.987  (m)          206.65   (f) ADJUSTED    2 0
 BX1212
 BX1212.Superseded values are not recommended for survey control.
 BX1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1212.See file dsdata.txt to determine how the superseded data were derived.
 BX1212
 BX1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ359535(NAD 83)
 BX1212_MARKER: DD = SURVEY DISK
 BX1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1212_STAMPING: 40V20 1968
 BX1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1212+STABILITY: SURFACE MOTION
 BX1212
 BX1212  HISTORY     - Date     Condition        Report By
 BX1212  HISTORY     - 1968     MONUMENTED       LADH
 BX1212  HISTORY     - 1969     GOOD             LADTD
 BX1212  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1212
 BX1212                          STATION DESCRIPTION
 BX1212
 BX1212'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1212'8.96 MI NE FROM ELMER.
 BX1212'ABOUT 1.72 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 1199 FROM THE POST
 BX1212'OFFICE AT ELMER.  TO THE INTERSECTION OF LOUISIANA HIGHWAY 1199 AND
 BX1212'488.  ABOUT 1.11 MILES NORTHEAST OF B.M. 40V21.  ABOUT 0.95 MILES
 BX1212'SOUTHWEST OF B.M. 40V19.  52 FEET NORTH OF CENTER LINE OF LOUISIANA
 BX1212'HIGHWAY 488.  89 FEET NORTH OF A RIGHT OF WAY MARKER ON SOUTH SIDE OF
 BX1212'LOUISIANA HIGHWAY 488.  30 FEET EAST OF A DITCH RUNNING NORTHWEST.
 BX1212'DISK IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A
 BX1212'STEEL WITNESS POST IS SET 1.5 FEET NORTH OF THE MARK.  SECTION 24, T
 BX1212'3W, R 3N.
 BX1212
 BX1212                          STATION RECOVERY (1999)
 BX1212
 BX1212'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1211 ***********************************************************************
 BX1211  DESIGNATION -  40 V 21 LADH
 BX1211  PID         -  BX1211
 BX1211  STATE/COUNTY-  LA/RAPIDES
 BX1211  USGS QUAD   -  ELMER (1971)
 BX1211
 BX1211                         *CURRENT SURVEY CONTROL
 BX1211  ___________________________________________________________________
 BX1211* NAD 83(1986)-  31 12 33.     (N)    092 38 23.     (W)     SCALED    
 BX1211* NAVD 88     -        68.58   (+/-2cm)     225.0    (feet)  VERTCON   
 BX1211  ___________________________________________________________________
 BX1211  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX1211
 BX1211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1211
 BX1211.The horizontal coordinates were scaled from a topographic map and have
 BX1211.an estimated accuracy of +/- 6 seconds.
 BX1211
 BX1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1211.The vertical order pertains to the NGVD 29 superseded value.
 BX1211
 BX1211.The geoid height was determined by GEOID03.
 BX1211
 BX1211;                    North         East    Units  Estimated Accuracy
 BX1211;SPC LA N     -    78,640.      986,690.      MT  (+/- 180 meters Scaled)
 BX1211
 BX1211                          SUPERSEDED SURVEY CONTROL
 BX1211
 BX1211  NGVD 29 (??/??/??)   68.579  (m)          225.00   (f) ADJUSTED    2 0
 BX1211
 BX1211.Superseded values are not recommended for survey control.
 BX1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1211.See file dsdata.txt to determine how the superseded data were derived.
 BX1211
 BX1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ343528(NAD 83)
 BX1211_MARKER: DD = SURVEY DISK
 BX1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1211_STAMPING: 40V21 1968
 BX1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1211+STABILITY: SURFACE MOTION
 BX1211
 BX1211  HISTORY     - Date     Condition        Report By
 BX1211  HISTORY     - 1968     MONUMENTED       LADH
 BX1211  HISTORY     - 1969     GOOD             LADTD
 BX1211  HISTORY     - 19990424 GOOD             USPSQD
 BX1211
 BX1211                          STATION DESCRIPTION
 BX1211
 BX1211'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1211'7.85 MI NE FROM ELMER.
 BX1211'ABOUT 7.85 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 1199 AND LOUISIANA
 BX1211'HIGHWAY 488 FROM THE POST OFFICE AT ELMER.  ABOUT 0.82 MILES NORTHEAST
 BX1211'OF B.M. 40V22.  92 FEET SOUTH OF RIGHT OF WAY MARKER.  54 FEET SOUTH
 BX1211'OF CENTER LINE OF LOUISIANA HIGHWAY 488.  12 FEET SOUTH OF RIGHT OF
 BX1211'WAY MARKER.  26 FEET SOUTHWEST OF TELEPHONE POLE.  DISK IN TOP OF
 BX1211'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 BX1211'IS SET 1.5 FEET SOUTHEAST OF THE MARK.  SECTION 26, T 3W, R 3N.
 BX1211
 BX1211                          STATION RECOVERY (1999)
 BX1211
 BX1211'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1210 ***********************************************************************
 BX1210  DESIGNATION -  40 V 22 LADH
 BX1210  PID         -  BX1210
 BX1210  STATE/COUNTY-  LA/RAPIDES
 BX1210  USGS QUAD   -  ELMER (1971)
 BX1210
 BX1210                         *CURRENT SURVEY CONTROL
 BX1210  ___________________________________________________________________
 BX1210* NAD 83(1986)-  31 12 26.     (N)    092 39 10.     (W)     SCALED    
 BX1210* NAVD 88     -        72.34   (+/-2cm)     237.3    (feet)  VERTCON   
 BX1210  ___________________________________________________________________
 BX1210  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX1210
 BX1210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1210
 BX1210.The horizontal coordinates were scaled from a topographic map and have
 BX1210.an estimated accuracy of +/- 6 seconds.
 BX1210
 BX1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1210.The vertical order pertains to the NGVD 29 superseded value.
 BX1210
 BX1210.The geoid height was determined by GEOID03.
 BX1210
 BX1210;                    North         East    Units  Estimated Accuracy
 BX1210;SPC LA N     -    78,430.      985,440.      MT  (+/- 180 meters Scaled)
 BX1210
 BX1210                          SUPERSEDED SURVEY CONTROL
 BX1210
 BX1210  NGVD 29 (??/??/??)   72.334  (m)          237.32   (f) ADJUSTED    2 0
 BX1210
 BX1210.Superseded values are not recommended for survey control.
 BX1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1210.See file dsdata.txt to determine how the superseded data were derived.
 BX1210
 BX1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ330526(NAD 83)
 BX1210_MARKER: DD = SURVEY DISK
 BX1210_SETTING: 0 = UNSPECIFIED SETTING
 BX1210_STAMPING: 40V22 1968
 BX1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1210
 BX1210  HISTORY     - Date     Condition        Report By
 BX1210  HISTORY     - 1968     MONUMENTED       LADH
 BX1210  HISTORY     - 1969     GOOD             LADTD
 BX1210  HISTORY     - 19990424 GOOD             USPSQD
 BX1210
 BX1210                          STATION DESCRIPTION
 BX1210
 BX1210'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1210'7.03 MI NE FROM ELMER.
 BX1210'ABOUT 7.03 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 1199 AND LOUISIANA
 BX1210'HIGHWAY 488 FROM THE POST OFFICE AT ELMER.  1.05 MILES NORTHEAST OF
 BX1210'B.M. 40V23.  70 FEET NORTH OF LOUISIANA HIGHWAY 488.  114 FEET NORTH
 BX1210'OF RIGHT OF WAY MARKER ON SOUTH SIDE OF LOUISIANA HIGHWAY 488.  19
 BX1210'FEET NORTH OF RIGHT OF WAY MARKER ON NORTH SIDE OF LOUISIANA HIGHWAY
 BX1210'488.  90 FEET EAST OF AN OLD DIRT ROAD LEADING NORTH.  A STEEL WITNESS
 BX1210'POST IS SET 1.5 FEET NORTH OF THE MARK.  SECTION 26, T 3N, R 3W.
 BX1210
 BX1210                          STATION RECOVERY (1999)
 BX1210
 BX1210'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1209 ***********************************************************************
 BX1209  DESIGNATION -  40 V 23 LADH
 BX1209  PID         -  BX1209
 BX1209  STATE/COUNTY-  LA/RAPIDES
 BX1209  USGS QUAD   -  ELMER (1971)
 BX1209
 BX1209                         *CURRENT SURVEY CONTROL
 BX1209  ___________________________________________________________________
 BX1209* NAD 83(1986)-  31 11 48.     (N)    092 39 52.     (W)     SCALED    
 BX1209* NAVD 88     -        69.01   (+/-2cm)     226.4    (feet)  VERTCON   
 BX1209  ___________________________________________________________________
 BX1209  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX1209
 BX1209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1209
 BX1209.The horizontal coordinates were scaled from a topographic map and have
 BX1209.an estimated accuracy of +/- 6 seconds.
 BX1209
 BX1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1209.The vertical order pertains to the NGVD 29 superseded value.
 BX1209
 BX1209.The geoid height was determined by GEOID03.
 BX1209
 BX1209;                    North         East    Units  Estimated Accuracy
 BX1209;SPC LA N     -    77,260.      984,330.      MT  (+/- 180 meters Scaled)
 BX1209
 BX1209                          SUPERSEDED SURVEY CONTROL
 BX1209
 BX1209  NGVD 29 (??/??/??)   69.002  (m)          226.38   (f) ADJUSTED    2 0
 BX1209
 BX1209.Superseded values are not recommended for survey control.
 BX1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1209.See file dsdata.txt to determine how the superseded data were derived.
 BX1209
 BX1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ319514(NAD 83)
 BX1209_MARKER: DD = SURVEY DISK
 BX1209_SETTING: 0 = UNSPECIFIED SETTING
 BX1209_STAMPING: 40V23 1968
 BX1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1209
 BX1209  HISTORY     - Date     Condition        Report By
 BX1209  HISTORY     - 1968     MONUMENTED       LADH
 BX1209  HISTORY     - 1969     GOOD             LADTD
 BX1209  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1209
 BX1209                          STATION DESCRIPTION
 BX1209
 BX1209'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1209'5.98 MI NE FROM ELMER.
 BX1209'ABOUT 5.98 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 1199 AND LOUISIANA
 BX1209'HIGHWAY 488 FROM THE POST OFFICE AT ELMER.  1.05 MILES NORTHEAST OF
 BX1209'B.M. 40V24.  64 FEET EAST OF LOUISIANA HIGHWAY 488.  22 FEET EAST OF
 BX1209'RIGHT OF WAY MARKER.  109 FEET EAST OF BARBED WIRE FENCE.  A STEEL
 BX1209'WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.  SECTION 34, T 3N, R
 BX1209'3W.
 BX1209
 BX1209                          STATION RECOVERY (1999)
 BX1209
 BX1209'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1208 ***********************************************************************
 BX1208  DESIGNATION -  40 V 24 LADH
 BX1208  PID         -  BX1208
 BX1208  STATE/COUNTY-  LA/RAPIDES
 BX1208  USGS QUAD   -  ELMER (1971)
 BX1208
 BX1208                         *CURRENT SURVEY CONTROL
 BX1208  ___________________________________________________________________
 BX1208* NAD 83(1986)-  31 11 03.     (N)    092 40 17.     (W)     SCALED    
 BX1208* NAVD 88     -        74.75   (+/-2cm)     245.2    (feet)  VERTCON   
 BX1208  ___________________________________________________________________
 BX1208  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX1208
 BX1208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1208
 BX1208.The horizontal coordinates were scaled from a topographic map and have
 BX1208.an estimated accuracy of +/- 6 seconds.
 BX1208
 BX1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1208.The vertical order pertains to the NGVD 29 superseded value.
 BX1208
 BX1208.The geoid height was determined by GEOID03.
 BX1208
 BX1208;                    North         East    Units  Estimated Accuracy
 BX1208;SPC LA N     -    75,870.      983,660.      MT  (+/- 180 meters Scaled)
 BX1208
 BX1208                          SUPERSEDED SURVEY CONTROL
 BX1208
 BX1208  NGVD 29 (??/??/??)   74.752  (m)          245.25   (f) ADJUSTED    2 0
 BX1208
 BX1208.Superseded values are not recommended for survey control.
 BX1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1208.See file dsdata.txt to determine how the superseded data were derived.
 BX1208
 BX1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ313500(NAD 83)
 BX1208_MARKER: DD = SURVEY DISK
 BX1208_SETTING: 0 = UNSPECIFIED SETTING
 BX1208_STAMPING: 40V24 1968
 BX1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1208
 BX1208  HISTORY     - Date     Condition        Report By
 BX1208  HISTORY     - 1968     MONUMENTED       LADH
 BX1208  HISTORY     - 1969     GOOD             LADTD
 BX1208  HISTORY     - 19990424 GOOD             USPSQD
 BX1208
 BX1208                          STATION DESCRIPTION
 BX1208
 BX1208'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1208'4.98 MI NE FROM ELMER.
 BX1208'ABOUT 4.98 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 1199 AND LOUISIANA
 BX1208'HIGHWAY 488 FROM THE POST OFFICE AT ELMER.  1.03 MILES NORTHEAST OF
 BX1208'B.M. 40V25.  69 FEET SOUTHEAST OF CENTER LINE OF LOUISIANA HIGHWAY
 BX1208'488.  37 FEET NORTHEAST OF CENTER LINE OF DIRT ROAD LEADING SOUTH. 37
 BX1208'FEET SOUTH OF GRAVEL ROAD (MELDER, LOUISIANA ROAD) LEADING EAST. 58
 BX1208'FEET SOUTH OF RIGHT OF WAY MARKER.  30 FEET SOUTHEAST OF A METAL GATE.
 BX1208'A STEEL WITNESS POST IS SET 1.5 FEET NORTH OF THE MARK. SECTION 3, T
 BX1208'2N, R 3W.
 BX1208
 BX1208                          STATION RECOVERY (1999)
 BX1208
 BX1208'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1207 ***********************************************************************
 BX1207  DESIGNATION -  40 V 25 LADH
 BX1207  PID         -  BX1207
 BX1207  STATE/COUNTY-  LA/RAPIDES
 BX1207  USGS QUAD   -  ELMER (1971)
 BX1207
 BX1207                         *CURRENT SURVEY CONTROL
 BX1207  ___________________________________________________________________
 BX1207* NAD 83(1986)-  31 10 28.     (N)    092 41 04.     (W)     SCALED    
 BX1207* NAVD 88     -        69.01   (+/-2cm)     226.4    (feet)  VERTCON   
 BX1207  ___________________________________________________________________
 BX1207  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX1207
 BX1207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1207
 BX1207.The horizontal coordinates were scaled from a topographic map and have
 BX1207.an estimated accuracy of +/- 6 seconds.
 BX1207
 BX1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1207.The vertical order pertains to the NGVD 29 superseded value.
 BX1207
 BX1207.The geoid height was determined by GEOID03.
 BX1207
 BX1207;                    North         East    Units  Estimated Accuracy
 BX1207;SPC LA N     -    74,800.      982,420.      MT  (+/- 180 meters Scaled)
 BX1207
 BX1207                          SUPERSEDED SURVEY CONTROL
 BX1207
 BX1207  NGVD 29 (??/??/??)   69.005  (m)          226.39   (f) ADJUSTED    2 0
 BX1207
 BX1207.Superseded values are not recommended for survey control.
 BX1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1207.See file dsdata.txt to determine how the superseded data were derived.
 BX1207
 BX1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ300489(NAD 83)
 BX1207_MARKER: DD = SURVEY DISK
 BX1207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1207_SP_SET: CULVERT
 BX1207_STAMPING: 40V25 1968
 BX1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1207
 BX1207  HISTORY     - Date     Condition        Report By
 BX1207  HISTORY     - 1968     MONUMENTED       LADH
 BX1207  HISTORY     - 1969     GOOD             LADTD
 BX1207  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1207
 BX1207                          STATION DESCRIPTION
 BX1207
 BX1207'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1207'3.95 MI NE FROM ELMER.
 BX1207'ABOUT 3.95 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 1199 AND LOUISIANA
 BX1207'HIGHWAY 488 FROM THE POST OFFICE AT ELMER.  74 FEET WEST OF CENTER
 BX1207'LINE OF LOUISIANA HIGHWAY 488.  55 FEET WEST OF WEST END OF BOX
 BX1207'CULVERT, 23 FEET WEST OF RIGHT OF WAY FENCE, AND IN THE EDGE OF A PINE
 BX1207'TREE GROVE.  A STEEL WITNESS POST IS SET 2 FEET NORTH OF THE MARK.
 BX1207'SECTION 4, T 2N, R 3W.
 BX1207
 BX1207                          STATION RECOVERY (1999)
 BX1207
 BX1207'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1206 ***********************************************************************
 BX1206  DESIGNATION -  40 V 26 LADH
 BX1206  PID         -  BX1206
 BX1206  STATE/COUNTY-  LA/RAPIDES
 BX1206  USGS QUAD   -  ELMER (1971)
 BX1206
 BX1206                         *CURRENT SURVEY CONTROL
 BX1206  ___________________________________________________________________
 BX1206* NAD 83(1986)-  31 09 35.     (N)    092 41 32.     (W)     SCALED    
 BX1206* NAVD 88     -        58.12   (+/-2cm)     190.7    (feet)  VERTCON   
 BX1206  ___________________________________________________________________
 BX1206  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX1206
 BX1206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1206
 BX1206.The horizontal coordinates were scaled from a topographic map and have
 BX1206.an estimated accuracy of +/- 6 seconds.
 BX1206
 BX1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1206.The vertical order pertains to the NGVD 29 superseded value.
 BX1206
 BX1206.The geoid height was determined by GEOID03.
 BX1206
 BX1206;                    North         East    Units  Estimated Accuracy
 BX1206;SPC LA N     -    73,170.      981,670.      MT  (+/- 180 meters Scaled)
 BX1206
 BX1206                          SUPERSEDED SURVEY CONTROL
 BX1206
 BX1206  NGVD 29 (??/??/??)   58.121  (m)          190.69   (f) ADJUSTED    2 0
 BX1206
 BX1206.Superseded values are not recommended for survey control.
 BX1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1206.See file dsdata.txt to determine how the superseded data were derived.
 BX1206
 BX1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ293473(NAD 83)
 BX1206_MARKER: DD = SURVEY DISK
 BX1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1206_SP_SET: CURB
 BX1206_STAMPING: 40V26 1968
 BX1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1206
 BX1206  HISTORY     - Date     Condition        Report By
 BX1206  HISTORY     - 1968     MONUMENTED       LADH
 BX1206  HISTORY     - 1969     GOOD             LADTD
 BX1206  HISTORY     - 19990424 GOOD             USPSQD
 BX1206
 BX1206                          STATION DESCRIPTION
 BX1206
 BX1206'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1206'2.42 MI NE FROM ELMER.
 BX1206'ABOUT 1.72 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 1199 FROM THE POST
 BX1206'OFFICE AT ELMER TO THE INTERSECTION OF LOUISIANA HIGHWAY 1199 AND
 BX1206'LOUISIANA HIGHWAY 488.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 488 A
 BX1206'DISTANCE OF 0.70 MILES.  12 FEET EAST OF CENTERLINE OF LOUISIANA
 BX1206'HIGHWAY 488.  25 FEET NORTH OF SOUTH WING WALL OF CONCRETE BRIDGE. AND
 BX1206'SET IN TOP OF CURB ON WEST SIDE OF BRIDGE.  A STEEL WITNESS POST IS
 BX1206'SET 3 FEET SOUTH OF THE MARK.  SECTION 8, T 2N, R 3W.
 BX1206
 BX1206                          STATION RECOVERY (1999)
 BX1206
 BX1206'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1205 ***********************************************************************
 BX1205  DESIGNATION -  40 V 27 LADH
 BX1205  PID         -  BX1205
 BX1205  STATE/COUNTY-  LA/RAPIDES
 BX1205  USGS QUAD   -  ELMER (1971)
 BX1205
 BX1205                         *CURRENT SURVEY CONTROL
 BX1205  ___________________________________________________________________
 BX1205* NAD 83(1986)-  31 09 04.     (N)    092 41 52.     (W)     SCALED    
 BX1205* NAVD 88     -        66.42   (+/-2cm)     217.9    (feet)  VERTCON   
 BX1205  ___________________________________________________________________
 BX1205  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX1205
 BX1205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1205
 BX1205.The horizontal coordinates were scaled from a topographic map and have
 BX1205.an estimated accuracy of +/- 6 seconds.
 BX1205
 BX1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1205.The vertical order pertains to the NGVD 29 superseded value.
 BX1205
 BX1205.The geoid height was determined by GEOID03.
 BX1205
 BX1205;                    North         East    Units  Estimated Accuracy
 BX1205;SPC LA N     -    72,210.      981,140.      MT  (+/- 180 meters Scaled)
 BX1205
 BX1205                          SUPERSEDED SURVEY CONTROL
 BX1205
 BX1205  NGVD 29 (??/??/??)   66.417  (m)          217.90   (f) ADJUSTED    2 0
 BX1205
 BX1205.Superseded values are not recommended for survey control.
 BX1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1205.See file dsdata.txt to determine how the superseded data were derived.
 BX1205
 BX1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ288463(NAD 83)
 BX1205_MARKER: DD = SURVEY DISK
 BX1205_SETTING: 0 = UNSPECIFIED SETTING
 BX1205_STAMPING: 40V27 1968
 BX1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1205
 BX1205  HISTORY     - Date     Condition        Report By
 BX1205  HISTORY     - 1968     MONUMENTED       LADH
 BX1205  HISTORY     - 1969     GOOD             LADTD
 BX1205  HISTORY     - 19990424 GOOD             USPSQD
 BX1205
 BX1205                          STATION DESCRIPTION
 BX1205
 BX1205'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1205'1.72 MI E FROM ELMER.
 BX1205'ABOUT 1.72 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 1199 FROM THE POST
 BX1205'OFFICE AT ELMER.  49 FEET NORTHEAST OF CENTERLINE OF LOUISIANA HIGHWAY
 BX1205'1199.  31.5 FEET NORTHWEST OF CORNER OF CHAIN LINK FENCE.  25 FEET
 BX1205'NORTH OF SOUTHEAST END OF METAL PIPE.  115 FEET SOUTHEAST OF
 BX1205'INTERSECTION OF LOUISIANA HIGHWAY 488 AND LOUISIANA HIGHWAY 1199.  62
 BX1205'FEET SOUTHEAST OF NORTH END OF 18 INCH CONCRETE PIPE WITH HEADWALLS.
 BX1205'89 FEET SOUTHEAST OF CORNER OF CHAIN LINK FENCE.  132 FEET SOUTHEAST
 BX1205'OF CENTER LINE OF LOUISIANA HIGHWAY 488.  4.5 FEET SOUTH OF SOUTH END
 BX1205'OF STEEL CATTLE GUARD.  102 FEET SOUTHWEST OF EAST CORNER OF CAR PORT
 BX1205'ON BRICK RESIDENCE.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE
 BX1205'MARK.  SECTION 17, T 2N, R 3W.
 BX1205
 BX1205                          STATION RECOVERY (1999)
 BX1205
 BX1205'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1170 ***********************************************************************
 BX1170  DESIGNATION -  40 V 28 LADH
 BX1170  PID         -  BX1170
 BX1170  STATE/COUNTY-  LA/RAPIDES
 BX1170  USGS QUAD   -  ELMER (1971)
 BX1170
 BX1170                         *CURRENT SURVEY CONTROL
 BX1170  ___________________________________________________________________
 BX1170* NAD 83(1986)-  31 08 48.     (N)    092 44 12.     (W)     SCALED    
 BX1170* NAVD 88     -        60.05   (+/-2cm)     197.0    (feet)  VERTCON   
 BX1170  ___________________________________________________________________
 BX1170  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX1170
 BX1170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1170
 BX1170.The horizontal coordinates were scaled from a topographic map and have
 BX1170.an estimated accuracy of +/- 6 seconds.
 BX1170
 BX1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1170.The vertical order pertains to the NGVD 29 superseded value.
 BX1170
 BX1170.The geoid height was determined by GEOID03.
 BX1170
 BX1170;                    North         East    Units  Estimated Accuracy
 BX1170;SPC LA N     -    71,730.      977,430.      MT  (+/- 180 meters Scaled)
 BX1170
 BX1170                          SUPERSEDED SURVEY CONTROL
 BX1170
 BX1170  NGVD 29 (??/??/??)   60.055  (m)          197.03   (f) ADJUSTED    2 0
 BX1170
 BX1170.Superseded values are not recommended for survey control.
 BX1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1170.See file dsdata.txt to determine how the superseded data were derived.
 BX1170
 BX1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ251458(NAD 83)
 BX1170_MARKER: DD = SURVEY DISK
 BX1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1170_STAMPING: 40 V 28 1969
 BX1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1170+STABILITY: SURFACE MOTION
 BX1170
 BX1170  HISTORY     - Date     Condition        Report By
 BX1170  HISTORY     - 1969     MONUMENTED       LADH
 BX1170  HISTORY     - 1977     GOOD             LOCSUR
 BX1170  HISTORY     - 19990424 GOOD             USPSQD
 BX1170
 BX1170                          STATION DESCRIPTION
 BX1170
 BX1170'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1170'1.55 MI E FROM HINESTON.
 BX1170'ABOUT 1.55 MILES EAST ALONG LOUISIANA HIGHWAY 28 AND 112 FROM THE POST
 BX1170'OFFICE AT HINESTON.  THENCE 1.3 MILES EAST ALONG LOUISIANA HIGHWAY 112
 BX1170'FROM THE JUNCTION OF LOUISIANA HIGHWAY 28 AND 112 AT HINESTON. 0.4
 BX1170'MILE WEST OF THE OAK HILL HIGH SCHOOL.  60 FEET NORTH OF THE
 BX1170'CENTERLINE OF LOUISIANA HIGHWAY 112.  165 FEET SOUTH SOUTHWEST OF THE
 BX1170'SOUTHWEST CORNER OF THE FELLOWSHIP METHODIST CHURCH.  1 FOOT SOUTH OF
 BX1170'A CYCLONE AND COMBINATION MESH AND BARB WIRE FENCE CORNER. 78 FEET
 BX1170'WEST OF THE CENTER OF A STEEL CATTLE GUARD.  107 FEET WEST OF A POWER
 BX1170'POLE WITH A TRANSFORMER.  285 FEET EAST NORTHEAST OF THE CENTER OF THE
 BX1170'EAST END OF A CRESOTE TIMBER BRIDGE.  DISK IN TOP OF CONCRETE POST
 BX1170'PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE
 BX1170'MARK.
 BX1170
 BX1170                          STATION RECOVERY (1977)
 BX1170
 BX1170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 BX1170'RECOVERED IN GOOD CONDITION.
 BX1170
 BX1170                          STATION RECOVERY (1999)
 BX1170
 BX1170'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0967 ***********************************************************************
 BX0967  DESIGNATION -  40 V 29 LADH
 BX0967  PID         -  BX0967
 BX0967  STATE/COUNTY-  LA/RAPIDES
 BX0967  USGS QUAD   -  LECOMPTE (1992)
 BX0967
 BX0967                         *CURRENT SURVEY CONTROL
 BX0967  ___________________________________________________________________
 BX0967* NAD 83(1986)-  31 04 05.     (N)    092 23 06.     (W)     SCALED    
 BX0967* NAVD 88     -        21.17   (+/-2cm)      69.5    (feet)  VERTCON   
 BX0967  ___________________________________________________________________
 BX0967  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX0967
 BX0967  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0967
 BX0967.The horizontal coordinates were scaled from a topographic map and have
 BX0967.an estimated accuracy of +/- 6 seconds.
 BX0967
 BX0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0967.The vertical order pertains to the NGVD 29 superseded value.
 BX0967
 BX0967.The geoid height was determined by GEOID03.
 BX0967
 BX0967;                    North         East    Units  Estimated Accuracy
 BX0967;SPC LA N     -    62,990.    1,010,980.      MT  (+/- 180 meters Scaled)
 BX0967
 BX0967                          SUPERSEDED SURVEY CONTROL
 BX0967
 BX0967  NGVD 29 (??/??/??)   21.146  (m)           69.38   (f) ADJUSTED    2 0
 BX0967
 BX0967.Superseded values are not recommended for survey control.
 BX0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0967.See file dsdata.txt to determine how the superseded data were derived.
 BX0967
 BX0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ586373(NAD 83)
 BX0967_MARKER: DD = SURVEY DISK
 BX0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0967_STAMPING: 40V29 1968
 BX0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0967+STABILITY: SURFACE MOTION
 BX0967
 BX0967  HISTORY     - Date     Condition        Report By
 BX0967  HISTORY     - 1968     MONUMENTED       LADH
 BX0967  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0967
 BX0967                          STATION DESCRIPTION
 BX0967
 BX0967'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BX0967'0.90 MI N FROM MEEKER.
 BX0967'ABOUT 1.2 MILES SOUTH ALONG MISSOURI PACIFIC RAILROAD TRACK FROM
 BX0967'COTTON GROWERS COMPANY INC. AT LECOMPTE.  ABOUT .90 MILES SOUTH OF
 BX0967'B.M. G28.5.  AND ABOUT .45 MILES SOUTH OF RAPIDES HIGH SCHOOL.  ABOUT
 BX0967'.20 MILES SOUTH OF OLD COTTON GIN.  2 FEET SOUTHEAST OF TELEPHONE
 BX0967'POLE.  34 FEET NORTHEAST OF EAST RAIL ON MAIN LINE.  73 FEET NORTHEAST
 BX0967'OF BARB WIRE FENCE.  191 FEET NORTHWEST OF A 30 INCH CONCRETE PIPE
 BX0967'UNDER MISSOURI PACIFIC RAILROAD.  79 FEET SOUTHWEST OF CENTER LINE OF
 BX0967'UNITED STATES HIGHWAY 71.  SET IN TOP OF 10 INCH CONCRETE POST 6
 BX0967'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2 FEET NORTHWEST
 BX0967'OF MARKER.  SECTION 6, T 1 N, R 1 E.
 BX0967
 BX0967                          STATION RECOVERY (1999)
 BX0967
 BX0967'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0983 ***********************************************************************
 BX0983  DESIGNATION -  40 V 3 LADH
 BX0983  PID         -  BX0983
 BX0983  STATE/COUNTY-  LA/RAPIDES
 BX0983  USGS QUAD   -  LECOMPTE (1992)
 BX0983
 BX0983                         *CURRENT SURVEY CONTROL
 BX0983  ___________________________________________________________________
 BX0983* NAD 83(1986)-  31 03 48.     (N)    092 26 48.     (W)     SCALED    
 BX0983* NAVD 88     -        33.67   (+/-2cm)     110.5    (feet)  VERTCON   
 BX0983  ___________________________________________________________________
 BX0983  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0983
 BX0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0983
 BX0983.The horizontal coordinates were scaled from a topographic map and have
 BX0983.an estimated accuracy of +/- 6 seconds.
 BX0983
 BX0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0983.The vertical order pertains to the NGVD 29 superseded value.
 BX0983
 BX0983.The geoid height was determined by GEOID03.
 BX0983
 BX0983;                    North         East    Units  Estimated Accuracy
 BX0983;SPC LA N     -    62,460.    1,005,090.      MT  (+/- 180 meters Scaled)
 BX0983
 BX0983                          SUPERSEDED SURVEY CONTROL
 BX0983
 BX0983  NGVD 29 (??/??/??)   33.653  (m)          110.41   (f) ADJUSTED    2 0
 BX0983
 BX0983.Superseded values are not recommended for survey control.
 BX0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0983.See file dsdata.txt to determine how the superseded data were derived.
 BX0983
 BX0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ527367(NAD 83)
 BX0983_MARKER: DD = SURVEY DISK
 BX0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0983_STAMPING: 40V3 1968
 BX0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0983+STABILITY: SURFACE MOTION
 BX0983
 BX0983  HISTORY     - Date     Condition        Report By
 BX0983  HISTORY     - 1968     MONUMENTED       LADH
 BX0983  HISTORY     - 1979     GOOD             LADTD
 BX0983  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0983
 BX0983                          STATION DESCRIPTION
 BX0983
 BX0983'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BX0983'3.45 MI W FROM LECOMPTE.
 BX0983'ABOUT 3.45 MILES WEST ALONG LOUISIANA HIGHWAY 112 FROM LECOMPTE HIGH
 BX0983'SCHOOL AT LECOMPTE.  .90 MILES WEST OF B.M. 40V2. 68 FEET NORTH OF
 BX0983'CENTER LILNE OF LOUISIANA HIGHWAY 112.  33 FEET NORTHEAST OF CORNER OF
 BX0983'COMBINATION MESH AND BARB WIRE FENCE.  83 FEET SOUTHEAST OF SOUTHWEST
 BX0983'CORNER OF FRAME RESIDENCE BELONGING TO WETZEL SCHROCK.  52 FEET
 BX0983'NORTHWEST OF WEST END OF 24 INCH PIPE UNDER DRIVEWAY OF ROADSIDE PARK.
 BX0983'SET IN TOP OF A 10 INCH CONCRETE POST FLUSH WITH GROUND.  A STEEL
 BX0983'WITNESS POST IS 2 FEET EAST OF MARKER.  SECTION 2, T 1N, R 1 W.
 BX0983
 BX0983                          STATION RECOVERY (1979)
 BX0983
 BX0983'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0983'RECOVERED IN GOOD CONDITION.
 BX0983
 BX0983                          STATION RECOVERY (1999)
 BX0983
 BX0983'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1242 ***********************************************************************
 BX1242  DESIGNATION -  40 V 30 LADH
 BX1242  PID         -  BX1242
 BX1242  STATE/COUNTY-  LA/RAPIDES
 BX1242  USGS QUAD   -  SIEPER (1978)
 BX1242
 BX1242                         *CURRENT SURVEY CONTROL
 BX1242  ___________________________________________________________________
 BX1242* NAD 83(1986)-  31 11 39.     (N)    092 45 24.     (W)     SCALED    
 BX1242* NAVD 88     -        61.04   (+/-2cm)     200.3    (feet)  VERTCON   
 BX1242  ___________________________________________________________________
 BX1242  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX1242
 BX1242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1242
 BX1242.The horizontal coordinates were scaled from a topographic map and have
 BX1242.an estimated accuracy of +/- 6 seconds.
 BX1242
 BX1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1242.The vertical order pertains to the NGVD 29 superseded value.
 BX1242
 BX1242.The geoid height was determined by GEOID03.
 BX1242
 BX1242;                    North         East    Units  Estimated Accuracy
 BX1242;SPC LA N     -    77,000.      975,540.      MT  (+/- 180 meters Scaled)
 BX1242
 BX1242                          SUPERSEDED SURVEY CONTROL
 BX1242
 BX1242  NGVD 29 (??/??/??)   61.045  (m)          200.28   (f) ADJUSTED    2 0
 BX1242
 BX1242.Superseded values are not recommended for survey control.
 BX1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1242.See file dsdata.txt to determine how the superseded data were derived.
 BX1242
 BX1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ231511(NAD 83)
 BX1242_MARKER: DD = SURVEY DISK
 BX1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1242_STAMPING: 40V30 1969
 BX1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1242+STABILITY: SURFACE MOTION
 BX1242
 BX1242  HISTORY     - Date     Condition        Report By
 BX1242  HISTORY     - 1969     MONUMENTED       LADH
 BX1242  HISTORY     - 19990424 GOOD             USPSQD
 BX1242
 BX1242                          STATION DESCRIPTION
 BX1242
 BX1242'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1242'3.6 MI N FROM HINESTON.
 BX1242'ABOUT 3.6 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1242'AT HINESTON TO THE JUNCTION OF LOUISIANA HIGHWAY 28 AND 465, THENCE
 BX1242'1.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465.  60 FEET NORTHEAST OF
 BX1242'CENTERLINE OF LOUISIANA HIGHWAY 465.  20 FEET EAST NORTHEAST OF CORNER
 BX1242'OF FENCE.  7 FEET NORTH NORTHEAST OF A 12 INCH PINE TREE.  338 FEET
 BX1242'SOUTH SOUTHEAST OF A METAL PIPE UNDER LOUISIANA HIGHWAY 465. 1.1 MILE
 BX1242'MILES NORTHWEST OF BENCH MARK 40V64.  DISK SET IN TOP OF A CONCRETE
 BX1242'POST PROJECTING 6 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF
 BX1242'THE MARK.
 BX1242
 BX1242                          STATION RECOVERY (1999)
 BX1242
 BX1242'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1243 ***********************************************************************
 BX1243  DESIGNATION -  40 V 31 LADH
 BX1243  PID         -  BX1243
 BX1243  STATE/COUNTY-  LA/RAPIDES
 BX1243  USGS QUAD   -  SIEPER (1978)
 BX1243
 BX1243                         *CURRENT SURVEY CONTROL
 BX1243  ___________________________________________________________________
 BX1243* NAD 83(1986)-  31 12 16.     (N)    092 46 04.     (W)     SCALED    
 BX1243* NAVD 88     -        59.27   (+/-2cm)     194.5    (feet)  VERTCON   
 BX1243  ___________________________________________________________________
 BX1243  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BX1243
 BX1243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1243
 BX1243.The horizontal coordinates were scaled from a topographic map and have
 BX1243.an estimated accuracy of +/- 6 seconds.
 BX1243
 BX1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1243.The vertical order pertains to the NGVD 29 superseded value.
 BX1243
 BX1243.The geoid height was determined by GEOID03.
 BX1243
 BX1243;                    North         East    Units  Estimated Accuracy
 BX1243;SPC LA N     -    78,140.      974,480.      MT  (+/- 180 meters Scaled)
 BX1243
 BX1243                          SUPERSEDED SURVEY CONTROL
 BX1243
 BX1243  NGVD 29 (??/??/??)   59.280  (m)          194.49   (f) ADJUSTED    2 0
 BX1243
 BX1243.Superseded values are not recommended for survey control.
 BX1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1243.See file dsdata.txt to determine how the superseded data were derived.
 BX1243
 BX1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ221522(NAD 83)
 BX1243_MARKER: DD = SURVEY DISK
 BX1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1243_STAMPING: 40V31 1969
 BX1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1243+STABILITY: SURFACE MOTION
 BX1243
 BX1243  HISTORY     - Date     Condition        Report By
 BX1243  HISTORY     - 1969     MONUMENTED       LADH
 BX1243  HISTORY     - 19990424 GOOD             USPSQD
 BX1243
 BX1243                          STATION DESCRIPTION
 BX1243
 BX1243'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1243'2.55 MI SE FROM SIEPER.
 BX1243'ABOUT 2.55 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1243'OFFICE AT SIEPER.  223 FEET NORTH NORTHEAST OF CENTERLINE OF LOUISIANA
 BX1243'HIGHWAY 465.  3.5 FEET NORTH OF FENCE CORNER COMBINATION MESH AND BARB
 BX1243'WIRE.  69 FEET EAST OF THE EAST END OF A WOOD CATTLE GUARD. 127.5 FEET
 BX1243'SOUTHEAST OF THE SOUTHEAST CORNER OF FRAME RESIDENCE. 1 FOOT EAST OF
 BX1243'FENCE.  0.95 MILE NORTHWEST OF BENCH MARK 40V30. DISK SET IN TOP OF A
 BX1243'CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1243'NORTH OF THE MARK.
 BX1243
 BX1243                          STATION RECOVERY (1999)
 BX1243
 BX1243'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1245 ***********************************************************************
 BX1245  DESIGNATION -  40 V 32 LADH
 BX1245  PID         -  BX1245
 BX1245  STATE/COUNTY-  LA/RAPIDES
 BX1245  USGS QUAD   -  SIEPER (1978)
 BX1245
 BX1245                         *CURRENT SURVEY CONTROL
 BX1245  ___________________________________________________________________
 BX1245* NAD 83(1986)-  31 12 35.     (N)    092 46 50.     (W)     SCALED    
 BX1245* NAVD 88     -        61.02   (+/-2cm)     200.2    (feet)  VERTCON   
 BX1245  ___________________________________________________________________
 BX1245  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX1245
 BX1245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1245
 BX1245.The horizontal coordinates were scaled from a topographic map and have
 BX1245.an estimated accuracy of +/- 6 seconds.
 BX1245
 BX1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1245.The vertical order pertains to the NGVD 29 superseded value.
 BX1245
 BX1245.The geoid height was determined by GEOID03.
 BX1245
 BX1245;                    North         East    Units  Estimated Accuracy
 BX1245;SPC LA N     -    78,730.      973,270.      MT  (+/- 180 meters Scaled)
 BX1245
 BX1245                          SUPERSEDED SURVEY CONTROL
 BX1245
 BX1245  NGVD 29 (??/??/??)   61.034  (m)          200.24   (f) ADJUSTED    2 0
 BX1245
 BX1245.Superseded values are not recommended for survey control.
 BX1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1245.See file dsdata.txt to determine how the superseded data were derived.
 BX1245
 BX1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ209528(NAD 83)
 BX1245_MARKER: DD = SURVEY DISK
 BX1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1245_STAMPING: 40V32 1969
 BX1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1245+STABILITY: SURFACE MOTION
 BX1245
 BX1245  HISTORY     - Date     Condition        Report By
 BX1245  HISTORY     - 1969     MONUMENTED       LADH
 BX1245  HISTORY     - 19990424 GOOD             USPSQD
 BX1245
 BX1245                          STATION DESCRIPTION
 BX1245
 BX1245'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1245'1.7 MI SE FROM SIEPER.
 BX1245'ABOUT 1.7 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1245'OFFICE AT SIEPER.  0.85 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1245'FROM BENCH MARK 40V31.  62.5 FEET NORTH OF CENTERLINE OF LOUISIANA
 BX1245'HIGHWAY 465.  41 FEET SOUTHEAST OF A GRAVEL ROAD LEADING NORTHEAST.
 BX1245'23.3 FEET NORTH NORTHEAST OF 13 INCH POST OAK TREE.  0.10 MILE
 BX1245'NORTHWEST OF CONCRETE PIPE UNDER LOUISIANA HIGHWAY 465.  DISK SET IN
 BX1245'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS POST
 BX1245'IS SET 1 FOOT NORTH OF THE MARK.
 BX1245
 BX1245                          STATION RECOVERY (1999)
 BX1245
 BX1245'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1246 ***********************************************************************
 BX1246  DESIGNATION -  40 V 33 LADH
 BX1246  PID         -  BX1246
 BX1246  STATE/COUNTY-  LA/RAPIDES
 BX1246  USGS QUAD   -  SIEPER (1978)
 BX1246
 BX1246                         *CURRENT SURVEY CONTROL
 BX1246  ___________________________________________________________________
 BX1246* NAD 83(1986)-  31 12 28.     (N)    092 47 50.     (W)     SCALED    
 BX1246* NAVD 88     -        53.42   (+/-2cm)     175.3    (feet)  VERTCON   
 BX1246  ___________________________________________________________________
 BX1246  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX1246
 BX1246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1246
 BX1246.The horizontal coordinates were scaled from a topographic map and have
 BX1246.an estimated accuracy of +/- 6 seconds.
 BX1246
 BX1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1246.The vertical order pertains to the NGVD 29 superseded value.
 BX1246
 BX1246.The geoid height was determined by GEOID03.
 BX1246
 BX1246;                    North         East    Units  Estimated Accuracy
 BX1246;SPC LA N     -    78,520.      971,680.      MT  (+/- 180 meters Scaled)
 BX1246
 BX1246                          SUPERSEDED SURVEY CONTROL
 BX1246
 BX1246  NGVD 29 (??/??/??)   53.436  (m)          175.31   (f) ADJUSTED    2 0
 BX1246
 BX1246.Superseded values are not recommended for survey control.
 BX1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1246.See file dsdata.txt to determine how the superseded data were derived.
 BX1246
 BX1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ193526(NAD 83)
 BX1246_MARKER: DD = SURVEY DISK
 BX1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1246_STAMPING: 40V33 1969
 BX1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1246+STABILITY: SURFACE MOTION
 BX1246
 BX1246  HISTORY     - Date     Condition        Report By
 BX1246  HISTORY     - 1969     MONUMENTED       LADH
 BX1246  HISTORY     - 19990424 GOOD             USPSQD
 BX1246
 BX1246                          STATION DESCRIPTION
 BX1246
 BX1246'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1246'0.70 MI SW FROM SIEPER.
 BX1246'ABOUT 0.70 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1246'OFFICE AT SIEPER.  1.0 MILE NORTHWEST OF BENCH MARK 40V32.  76 FEET
 BX1246'NORTH OF CENTER OF LOUISIANA HIGHWAY 465.  326 FEET WEST OF NORTHWEST
 BX1246'CORNER OF CONCRETE BRIDGE ON LOUISIANA HIGHWAY 465.  18 FEET WEST OF
 BX1246'30 INCH PINE TREE.  22 FEET NORTH NORTHEAST OF 24 INCH PINE TREE. DISK
 BX1246'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS
 BX1246'POST IS SET 1 FOOT NORTH OF THE MARK.
 BX1246
 BX1246                          STATION RECOVERY (1999)
 BX1246
 BX1246'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1247 ***********************************************************************
 BX1247  DESIGNATION -  40 V 34 LADH
 BX1247  PID         -  BX1247
 BX1247  STATE/COUNTY-  LA/RAPIDES
 BX1247  USGS QUAD   -  SIEPER (1978)
 BX1247
 BX1247                         *CURRENT SURVEY CONTROL
 BX1247  ___________________________________________________________________
 BX1247* NAD 83(1986)-  31 12 52.     (N)    092 48 42.     (W)     SCALED    
 BX1247* NAVD 88     -        55.31   (+/-2cm)     181.5    (feet)  VERTCON   
 BX1247  ___________________________________________________________________
 BX1247  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX1247
 BX1247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1247
 BX1247.The horizontal coordinates were scaled from a topographic map and have
 BX1247.an estimated accuracy of +/- 6 seconds.
 BX1247
 BX1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1247.The vertical order pertains to the NGVD 29 superseded value.
 BX1247
 BX1247.The geoid height was determined by GEOID03.
 BX1247
 BX1247;                    North         East    Units  Estimated Accuracy
 BX1247;SPC LA N     -    79,260.      970,300.      MT  (+/- 180 meters Scaled)
 BX1247
 BX1247                          SUPERSEDED SURVEY CONTROL
 BX1247
 BX1247  NGVD 29 (??/??/??)   55.324  (m)          181.51   (f) ADJUSTED    2 0
 BX1247
 BX1247.Superseded values are not recommended for survey control.
 BX1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1247.See file dsdata.txt to determine how the superseded data were derived.
 BX1247
 BX1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ179533(NAD 83)
 BX1247_MARKER: DD = SURVEY DISK
 BX1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1247_STAMPING: 40V34 1969
 BX1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1247+STABILITY: SURFACE MOTION
 BX1247
 BX1247  HISTORY     - Date     Condition        Report By
 BX1247  HISTORY     - 1969     MONUMENTED       LADH
 BX1247  HISTORY     - 19990424 GOOD             USPSQD
 BX1247
 BX1247                          STATION DESCRIPTION
 BX1247
 BX1247'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1247'0.35 MI NW FROM SIEPER.
 BX1247'ABOUT 0.35 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1247'OFFICE AT SIEPER.  1.05 MILES NORTHWEST OF BENCH MARK 40V33.  97 FEET
 BX1247'NORTH NORTHEAST OF CENTERLINE OF LOUISIANA HIGHWAY 465.  72 FEET NORTH
 BX1247'NORTHEAST OF SOUTHEAST END OF CONCRETE PIPE SIDE DRAIN.  48 FEET NORTH
 BX1247'OF COMBINATION POWER AND TELEPHONE POLE WITH TWO GUY WIRES. 60 FEET
 BX1247'NORTHEAST OF CENTERLINE OF DIM ROAD LEADING NORTH.  5 FEET WEST OF A
 BX1247'ANCHOR POLE TO A HIGH LINE POLE.  DISK SET IN THE TOP OF A CONCRETE
 BX1247'POST PROJECTING 6 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF
 BX1247'THE MARK.
 BX1247
 BX1247                          STATION RECOVERY (1999)
 BX1247
 BX1247'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1269 ***********************************************************************
 BX1269  DESIGNATION -  40 V 35 LADH
 BX1269  PID         -  BX1269
 BX1269  STATE/COUNTY-  LA/RAPIDES
 BX1269  USGS QUAD   -  AFEMAN (1978)
 BX1269
 BX1269                         *CURRENT SURVEY CONTROL
 BX1269  ___________________________________________________________________
 BX1269* NAD 83(1986)-  31 06 40.     (N)    092 46 01.     (W)     SCALED    
 BX1269* NAVD 88     -        47.65   (+/-2cm)     156.3    (feet)  VERTCON   
 BX1269  ___________________________________________________________________
 BX1269  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BX1269
 BX1269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1269
 BX1269.The horizontal coordinates were scaled from a topographic map and have
 BX1269.an estimated accuracy of +/- 6 seconds.
 BX1269
 BX1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1269.The vertical order pertains to the NGVD 29 superseded value.
 BX1269
 BX1269.The geoid height was determined by GEOID03.
 BX1269
 BX1269;                    North         East    Units  Estimated Accuracy
 BX1269;SPC LA N     -    67,790.      974,540.      MT  (+/- 180 meters Scaled)
 BX1269
 BX1269                          SUPERSEDED SURVEY CONTROL
 BX1269
 BX1269  NGVD 29 (??/??/??)   47.657  (m)          156.35   (f) ADJUSTED    2 0
 BX1269
 BX1269.Superseded values are not recommended for survey control.
 BX1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1269.See file dsdata.txt to determine how the superseded data were derived.
 BX1269
 BX1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ222419(NAD 83)
 BX1269_MARKER: DD = SURVEY DISK
 BX1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1269_STAMPING: 40V35 1969
 BX1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1269+STABILITY: SURFACE MOTION
 BX1269
 BX1269  HISTORY     - Date     Condition        Report By
 BX1269  HISTORY     - 1969     MONUMENTED       LADH
 BX1269  HISTORY     - 19990424 GOOD             USPSQD
 BX1269
 BX1269                          STATION DESCRIPTION
 BX1269
 BX1269'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1269'2.3 MI SW FROM HINESTON.
 BX1269'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28.  THENCE 1.1 MILES
 BX1269'SOUTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE AT HINESTON.
 BX1269'1.1 MILES SOUTH OF B.M. A182 1961.  LOCATED AT THE INTERSECTION OF
 BX1269'LOUISIANA HIGHWAY 112 AND LOUISIANA HIGHWAY 28.  82 FEET WEST OF
 BX1269'CENTERLINE OF LOUISIANA HIGHWAY 112.  71 FEET NORTHWEST OF NORTH END
 BX1269'OF A 18 INCH CONCRETE PIPE SIDE DRAIN.  63 FEET NORTH OF CENTERLINE OF
 BX1269'A DIM ROAD LEADING WEST.  35 FEET NORTHEAST OF A 24 INCH BEECH TREE.
 BX1269'17 FEET NORTHWEST OF A 18 INCH BEECH TREE.  DISK IN THE TOP OF A
 BX1269'CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1269'WEST OF THE MARK.  SECTION 34, T 2N, R 4W.
 BX1269
 BX1269                          STATION RECOVERY (1999)
 BX1269
 BX1269'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1268 ***********************************************************************
 BX1268  DESIGNATION -  40 V 36 LADH
 BX1268  PID         -  BX1268
 BX1268  STATE/COUNTY-  LA/RAPIDES
 BX1268  USGS QUAD   -  AFEMAN (1978)
 BX1268
 BX1268                         *CURRENT SURVEY CONTROL
 BX1268  ___________________________________________________________________
 BX1268* NAD 83(1986)-  31 05 51.     (N)    092 46 02.     (W)     SCALED    
 BX1268* NAVD 88     -        48.99   (+/-2cm)     160.7    (feet)  VERTCON   
 BX1268  ___________________________________________________________________
 BX1268  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX1268
 BX1268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1268
 BX1268.The horizontal coordinates were scaled from a topographic map and have
 BX1268.an estimated accuracy of +/- 6 seconds.
 BX1268
 BX1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1268.The vertical order pertains to the NGVD 29 superseded value.
 BX1268
 BX1268.The geoid height was determined by GEOID03.
 BX1268
 BX1268;                    North         East    Units  Estimated Accuracy
 BX1268;SPC LA N     -    66,280.      974,510.      MT  (+/- 180 meters Scaled)
 BX1268
 BX1268                          SUPERSEDED SURVEY CONTROL
 BX1268
 BX1268  NGVD 29 (??/??/??)   49.005  (m)          160.78   (f) ADJUSTED    2 0
 BX1268
 BX1268.Superseded values are not recommended for survey control.
 BX1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1268.See file dsdata.txt to determine how the superseded data were derived.
 BX1268
 BX1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ222404(NAD 83)
 BX1268_MARKER: DD = SURVEY DISK
 BX1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1268_STAMPING: 40V36 1969
 BX1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1268+STABILITY: SURFACE MOTION
 BX1268
 BX1268  HISTORY     - Date     Condition        Report By
 BX1268  HISTORY     - 1969     MONUMENTED       LADH
 BX1268  HISTORY     - 19990424 GOOD             USPSQD
 BX1268
 BX1268                          STATION DESCRIPTION
 BX1268
 BX1268'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1268'3.3 MI SW FROM HINESTON.
 BX1268'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28.  THENCE 2.1 MILES
 BX1268'SOUTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE AT HINESTON.
 BX1268'1.0 MILES SOUTH OF B.M. 40V35.  96 FEET WEST OF CENTERLINE OF
 BX1268'LOUISIANA HIGHWAY 112.  411 FEET NORTHEAST OF NORTHEAST CORNER OF
 BX1268'FRAME RESIDENCE.  1 FOOT NORTH OF A YARD FENCE.  20 FEET WEST OF CENCE
 BX1268'CORNER.  64 FEET SOUTHWEST OF A TELEPHONE POLE.  71 FEET WEST
 BX1268'SOUTHWEST OF A 24 INCH CONCRETE PIPE SIDE DRAIN.  DISK IN TOP OF A
 BX1268'CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1268'WEST OF THE MARK.  SECTION 3, T 1N, R 4W.
 BX1268
 BX1268                          STATION RECOVERY (1999)
 BX1268
 BX1268'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1267 ***********************************************************************
 BX1267  DESIGNATION -  40 V 37 LADH
 BX1267  PID         -  BX1267
 BX1267  STATE/COUNTY-  LA/RAPIDES
 BX1267  USGS QUAD   -  AFEMAN (1978)
 BX1267
 BX1267                         *CURRENT SURVEY CONTROL
 BX1267  ___________________________________________________________________
 BX1267* NAD 83(1986)-  31 05 07.     (N)    092 45 33.     (W)     SCALED    
 BX1267* NAVD 88     -        50.99   (+/-2cm)     167.3    (feet)  VERTCON   
 BX1267  ___________________________________________________________________
 BX1267  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BX1267
 BX1267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1267
 BX1267.The horizontal coordinates were scaled from a topographic map and have
 BX1267.an estimated accuracy of +/- 6 seconds.
 BX1267
 BX1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1267.The vertical order pertains to the NGVD 29 superseded value.
 BX1267
 BX1267.The geoid height was determined by GEOID03.
 BX1267
 BX1267;                    North         East    Units  Estimated Accuracy
 BX1267;SPC LA N     -    64,920.      975,270.      MT  (+/- 180 meters Scaled)
 BX1267
 BX1267                          SUPERSEDED SURVEY CONTROL
 BX1267
 BX1267  NGVD 29 (??/??/??)   51.002  (m)          167.33   (f) ADJUSTED    2 0
 BX1267
 BX1267.Superseded values are not recommended for survey control.
 BX1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1267.See file dsdata.txt to determine how the superseded data were derived.
 BX1267
 BX1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ229390(NAD 83)
 BX1267_MARKER: DD = SURVEY DISK
 BX1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1267_STAMPING: 40V37 1969
 BX1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1267+STABILITY: SURFACE MOTION
 BX1267
 BX1267  HISTORY     - Date     Condition        Report By
 BX1267  HISTORY     - 1969     MONUMENTED       LADH
 BX1267  HISTORY     - 19990424 GOOD             USPSQD
 BX1267
 BX1267                          STATION DESCRIPTION
 BX1267
 BX1267'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1267'4.5 MI SW FROM HINESTON.
 BX1267'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28.  THENCE 3.2 MILES
 BX1267'SOUTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE AT HINESTON.
 BX1267'1.1 MILES SOUTH OF B.M. 40V36.  107 FEET NORTHEAST OF CENTERLINE OF
 BX1267'LOUISIANA HIGHWAY 112.  98 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BX1267'FRAME RESIDENCE.  46 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF
 BX1267'YARD.  34 FEET NORTH NORTHWEST OF CENTERLINE OF GRAVEL DRIVEWAY.  6
 BX1267'FEET SOUTH OF A TRIPLE FORKED CEDAR TREE.  69 FEET NORTHEAST OF A
 BX1267'FENCE CORNER.  84 FEET NORTHEAST OF THE NORTHWEST END OF A 18 INCH
 BX1267'CONCRETE PIPE SIDE DRAIN.  DISK IN TOP OF A CONCRETE POST PROJECTING 3
 BX1267'INCHES.  A STEEL WITNESS POST IS SET 1 FOOT NORTHEAST OF THE MARK.
 BX1267'SECTION 2, T 1N, R 4W.
 BX1267
 BX1267                          STATION RECOVERY (1999)
 BX1267
 BX1267'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1266 ***********************************************************************
 BX1266  DESIGNATION -  40 V 38 LADH
 BX1266  PID         -  BX1266
 BX1266  STATE/COUNTY-  LA/RAPIDES
 BX1266  USGS QUAD   -  MELDER (1993)
 BX1266
 BX1266                         *CURRENT SURVEY CONTROL
 BX1266  ___________________________________________________________________
 BX1266* NAD 83(1986)-  31 04 35.     (N)    092 44 53.     (W)     SCALED    
 BX1266* NAVD 88     -        53.87   (+/-2cm)     176.7    (feet)  VERTCON   
 BX1266  ___________________________________________________________________
 BX1266  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX1266
 BX1266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1266
 BX1266.The horizontal coordinates were scaled from a topographic map and have
 BX1266.an estimated accuracy of +/- 6 seconds.
 BX1266
 BX1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1266.The vertical order pertains to the NGVD 29 superseded value.
 BX1266
 BX1266.The geoid height was determined by GEOID03.
 BX1266
 BX1266;                    North         East    Units  Estimated Accuracy
 BX1266;SPC LA N     -    63,940.      976,330.      MT  (+/- 180 meters Scaled)
 BX1266
 BX1266                          SUPERSEDED SURVEY CONTROL
 BX1266
 BX1266  NGVD 29 (??/??/??)   53.877  (m)          176.76   (f) ADJUSTED    2 0
 BX1266
 BX1266.Superseded values are not recommended for survey control.
 BX1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1266.See file dsdata.txt to determine how the superseded data were derived.
 BX1266
 BX1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ240380(NAD 83)
 BX1266_MARKER: DD = SURVEY DISK
 BX1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1266_STAMPING: 40V38 1969
 BX1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1266+STABILITY: SURFACE MOTION
 BX1266
 BX1266  HISTORY     - Date     Condition        Report By
 BX1266  HISTORY     - 1969     MONUMENTED       LADH
 BX1266  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1266
 BX1266                          STATION DESCRIPTION
 BX1266
 BX1266'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1266'5.35 MI SE FROM HINESTON.
 BX1266'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28.  THENCE 4.15 MILES
 BX1266'SOUTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE AT HINESTON.
 BX1266'0.95 MILES SOUTHEAST OF B.M. 40V37.  134 FEET NORTH NORTHEAST OF
 BX1266'CENTERLINE OF LOUISIANA HIGHWAY 112.  4 FEET NORTH NORTHEAST OF THE
 BX1266'SOUTHEAST CORNER OF A CYCLONE FENCE.  71 FEET EAST OF A YARD GATE. 118
 BX1266'FEET EAST OF THE CENTER OF A STEEL CATTLE GUARD.  43 FEET SOUTH
 BX1266'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME RESIDENCE.  DISK IN TOP
 BX1266'OF A CONCRETE POST PROJECTING 3 INCHES.  A STEEL WITNESS POST IS SET 1
 BX1266'FOOT NORTH OF THE MARK.
 BX1266
 BX1266                          STATION RECOVERY (1999)
 BX1266
 BX1266'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1265 ***********************************************************************
 BX1265  DESIGNATION -  40 V 39 LADH
 BX1265  PID         -  BX1265
 BX1265  STATE/COUNTY-  LA/RAPIDES
 BX1265  USGS QUAD   -  MELDER (1993)
 BX1265
 BX1265                         *CURRENT SURVEY CONTROL
 BX1265  ___________________________________________________________________
 BX1265* NAD 83(1986)-  31 04 12.     (N)    092 43 58.     (W)     SCALED    
 BX1265* NAVD 88     -        49.31   (+/-2cm)     161.8    (feet)  VERTCON   
 BX1265  ___________________________________________________________________
 BX1265  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BX1265
 BX1265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1265
 BX1265.The horizontal coordinates were scaled from a topographic map and have
 BX1265.an estimated accuracy of +/- 6 seconds.
 BX1265
 BX1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1265.The vertical order pertains to the NGVD 29 superseded value.
 BX1265
 BX1265.The geoid height was determined by GEOID03.
 BX1265
 BX1265;                    North         East    Units  Estimated Accuracy
 BX1265;SPC LA N     -    63,220.      977,780.      MT  (+/- 180 meters Scaled)
 BX1265
 BX1265                          SUPERSEDED SURVEY CONTROL
 BX1265
 BX1265  NGVD 29 (??/??/??)   49.320  (m)          161.81   (f) ADJUSTED    2 0
 BX1265
 BX1265.Superseded values are not recommended for survey control.
 BX1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1265.See file dsdata.txt to determine how the superseded data were derived.
 BX1265
 BX1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ254373(NAD 83)
 BX1265_MARKER: DD = SURVEY DISK
 BX1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1265_STAMPING: 40V39 1969
 BX1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1265+STABILITY: SURFACE MOTION
 BX1265
 BX1265  HISTORY     - Date     Condition        Report By
 BX1265  HISTORY     - 1969     MONUMENTED       LADH
 BX1265  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1265
 BX1265                          STATION DESCRIPTION
 BX1265
 BX1265'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1265'6.4 MI SE FROM HINESTON.
 BX1265'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28.  THENCE 5.2 MILES
 BX1265'SOUTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE AT HINESTON.
 BX1265'1.05 MILES SOUTHEAST OF B.M. 40V38.  73 FEET NORTH OF CENTERLINE OF
 BX1265'LOUISIANA HIGHWAY 112.  157 FEET SOUTH OF SOUTHEAST CORNER OF FRAM
 BX1265'RESIDENCE.  59 FEET NORTHEAST OF EAST END OF A 18 INCH METAL PIPE SIDE
 BX1265'DRAIN.  DISK IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  A STEEL
 BX1265'WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.  SECTION 12, T 1N, R 4W.
 BX1265
 BX1265                          STATION RECOVERY (1999)
 BX1265
 BX1265'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0984 ***********************************************************************
 BX0984  DESIGNATION -  40 V 4 LADH
 BX0984  PID         -  BX0984
 BX0984  STATE/COUNTY-  LA/RAPIDES
 BX0984  USGS QUAD   -  LECOMPTE (1992)
 BX0984
 BX0984                         *CURRENT SURVEY CONTROL
 BX0984  ___________________________________________________________________
 BX0984* NAD 83(1986)-  31 03 39.     (N)    092 27 55.     (W)     SCALED    
 BX0984* NAVD 88     -        45.30   (+/-2cm)     148.6    (feet)  VERTCON   
 BX0984  ___________________________________________________________________
 BX0984  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BX0984
 BX0984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0984
 BX0984.The horizontal coordinates were scaled from a topographic map and have
 BX0984.an estimated accuracy of +/- 6 seconds.
 BX0984
 BX0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0984.The vertical order pertains to the NGVD 29 superseded value.
 BX0984
 BX0984.The geoid height was determined by GEOID03.
 BX0984
 BX0984;                    North         East    Units  Estimated Accuracy
 BX0984;SPC LA N     -    62,190.    1,003,310.      MT  (+/- 180 meters Scaled)
 BX0984
 BX0984                          SUPERSEDED SURVEY CONTROL
 BX0984
 BX0984  NGVD 29 (??/??/??)   45.282  (m)          148.56   (f) ADJUSTED    2 0
 BX0984
 BX0984.Superseded values are not recommended for survey control.
 BX0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0984.See file dsdata.txt to determine how the superseded data were derived.
 BX0984
 BX0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ510364(NAD 83)
 BX0984_MARKER: DD = SURVEY DISK
 BX0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0984_STAMPING: 40V4 1968
 BX0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0984+STABILITY: SURFACE MOTION
 BX0984
 BX0984  HISTORY     - Date     Condition        Report By
 BX0984  HISTORY     - 1968     MONUMENTED       LADH
 BX0984  HISTORY     - 1979     GOOD             LADTD
 BX0984  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0984
 BX0984                          STATION DESCRIPTION
 BX0984
 BX0984'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BX0984'4.62 MI W FROM LECOMPTE.
 BX0984'ABOUT 4.62 MILES WEST ALONG LOUISIANA HIGHWAY 112 FROM LECOMPTE HIGH
 BX0984'SCHOOL AT LECOMPTE.  ABOUT 1.2 MILES WEST OF B.M. 40V3.  100 FEET
 BX0984'NORTH OF CENTER LINE OF LOUISIANA HIGHWAY 112 ON APPARENT PROPERTY
 BX0984'LINE OF MRS. JOHN S. POOLE, SR., ADJACENT TO PROPERTY OF J. B. TAYLOR.
 BX0984'300 FEET EAST OF SOUTHEAST CORNER OF FRAME HOUSE BELONGING TO JOHN S.
 BX0984'POOLE, SR.  SET IN TOP OF 10 INCH CONCRETE POST FLUSH WITH GROUND. A
 BX0984'STEEL WITNESS POST IS SET 1 FOOT WEST OF THE MARKER. SECTION 15, T 1W,
 BX0984'R 1N  NOTE-- THE MARK IS 1.15 MILES EAST OF BENCH MARK 40V 5 (LDH).
 BX0984
 BX0984                          STATION RECOVERY (1979)
 BX0984
 BX0984'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0984'RECOVERED IN GOOD CONDITION.
 BX0984
 BX0984                          STATION RECOVERY (1999)
 BX0984
 BX0984'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1264 ***********************************************************************
 BX1264  DESIGNATION -  40 V 40 LADH
 BX1264  PID         -  BX1264
 BX1264  STATE/COUNTY-  LA/RAPIDES
 BX1264  USGS QUAD   -  MELDER (1993)
 BX1264
 BX1264                         *CURRENT SURVEY CONTROL
 BX1264  ___________________________________________________________________
 BX1264* NAD 83(1986)-  31 03 39.     (N)    092 43 18.     (W)     SCALED    
 BX1264* NAVD 88     -        44.72   (+/-2cm)     146.7    (feet)  VERTCON   
 BX1264  ___________________________________________________________________
 BX1264  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BX1264
 BX1264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1264
 BX1264.The horizontal coordinates were scaled from a topographic map and have
 BX1264.an estimated accuracy of +/- 6 seconds.
 BX1264
 BX1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1264.The vertical order pertains to the NGVD 29 superseded value.
 BX1264
 BX1264.The geoid height was determined by GEOID03.
 BX1264
 BX1264;                    North         East    Units  Estimated Accuracy
 BX1264;SPC LA N     -    62,210.      978,840.      MT  (+/- 180 meters Scaled)
 BX1264
 BX1264                          SUPERSEDED SURVEY CONTROL
 BX1264
 BX1264  NGVD 29 (??/??/??)   44.719  (m)          146.72   (f) ADJUSTED    2 0
 BX1264
 BX1264.Superseded values are not recommended for survey control.
 BX1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1264.See file dsdata.txt to determine how the superseded data were derived.
 BX1264
 BX1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ265363(NAD 83)
 BX1264_MARKER: DD = SURVEY DISK
 BX1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1264_STAMPING: 40V40 1969
 BX1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1264+STABILITY: SURFACE MOTION
 BX1264
 BX1264  HISTORY     - Date     Condition        Report By
 BX1264  HISTORY     - 1969     MONUMENTED       LADH
 BX1264  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1264
 BX1264                          STATION DESCRIPTION
 BX1264
 BX1264'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1264'7.4 MI SE FROM HINESTON.
 BX1264'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28.  THENCE 6.2 MILES
 BX1264'SOUTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE AT HINESTON.
 BX1264'1.0 MILE SOUTHEAST OF B.M. 40V39.  100 FEET SOUTHWEST OF CENTERLINE OF
 BX1264'LOUISIANA HIGHWAY 112.  45 FEET SOUTHWEST OF A COMBINATION MESH AND
 BX1264'BARB WIRE FENCE CORNER.  1.0 FOOT SOUTHEAST OF COMBINATION MESH AND
 BX1264'BARB WIRE FENCE.  182 FEET NORTHWEST OF THE NORTHWEST END OF A CRESOTE
 BX1264'TIMBER BRIDGE UNDER LOUISIANA HIGHWAY 112.  9 FEET NORTH OF A 14 INCH
 BX1264'PIN OAK TREE.  4.8 MILES NORTHWEST OF THE JUNCTION OF LOUISIANA
 BX1264'HIGHWAY 112 AND LOUISIANA HIGHWAY 113 AT UNION HILL.  DISK IN TOP OF A
 BX1264'CONCRETE POST PROJECTING 3 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1264'SOUTHWEST OF THE MARK.  SECTION 13, T 1N, R 4W.
 BX1264
 BX1264                          STATION RECOVERY (1999)
 BX1264
 BX1264'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1262 ***********************************************************************
 BX1262  DESIGNATION -  40 V 41 LADH
 BX1262  PID         -  BX1262
 BX1262  STATE/COUNTY-  LA/RAPIDES
 BX1262  USGS QUAD   -  MELDER (1993)
 BX1262
 BX1262                         *CURRENT SURVEY CONTROL
 BX1262  ___________________________________________________________________
 BX1262* NAD 83(1986)-  31 02 43.     (N)    092 43 40.     (W)     SCALED    
 BX1262* NAVD 88     -        69.81   (+/-2cm)     229.0    (feet)  VERTCON   
 BX1262  ___________________________________________________________________
 BX1262  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX1262
 BX1262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1262
 BX1262.The horizontal coordinates were scaled from a topographic map and have
 BX1262.an estimated accuracy of +/- 6 seconds.
 BX1262
 BX1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1262.The vertical order pertains to the NGVD 29 superseded value.
 BX1262
 BX1262.The geoid height was determined by GEOID03.
 BX1262
 BX1262;                    North         East    Units  Estimated Accuracy
 BX1262;SPC LA N     -    60,480.      978,260.      MT  (+/- 180 meters Scaled)
 BX1262
 BX1262                          SUPERSEDED SURVEY CONTROL
 BX1262
 BX1262  NGVD 29 (??/??/??)   69.811  (m)          229.04   (f) ADJUSTED    2 0
 BX1262
 BX1262.Superseded values are not recommended for survey control.
 BX1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1262.See file dsdata.txt to determine how the superseded data were derived.
 BX1262
 BX1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ259346(NAD 83)
 BX1262_MARKER: DD = SURVEY DISK
 BX1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1262_STAMPING: 40V41 1969
 BX1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1262+STABILITY: SURFACE MOTION
 BX1262
 BX1262  HISTORY     - Date     Condition        Report By
 BX1262  HISTORY     - 1969     MONUMENTED       LADH
 BX1262  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1262
 BX1262                          STATION DESCRIPTION
 BX1262
 BX1262'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1262'8.7 MI SE FROM HINESTON.
 BX1262'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28.  THENCE 7.5 MILES
 BX1262'SOUTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE AT HINESTON.
 BX1262'1.3 MILES SOUTH OF B.M. 40V40.  3.5 MILES NORTHWEST OF UNION HILL. 74
 BX1262'FEET WEST NORTHWEST OF CENTERLINE OF LOUISIANA HIGHWAY 112.  49 FEET
 BX1262'WEST NORTHWEST OF NORTH END OF A 18 INCH CONCRETE PIPE SIDE DRAIN. 8
 BX1262'FEET NORTH OF A 15 INCH TWIN BLACK JACK OAK TREE.  DISK IN TOP OF A
 BX1262'CONCRETE POST PROJECTING 3 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1262'WEST NORTHWEST OF THE MARK.  SECTION 24, T 1N, R 4W.
 BX1262
 BX1262                          STATION RECOVERY (1999)
 BX1262
 BX1262'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1261 ***********************************************************************
 BX1261  DESIGNATION -  40 V 42 LADH
 BX1261  PID         -  BX1261
 BX1261  STATE/COUNTY-  LA/RAPIDES
 BX1261  USGS QUAD   -  MELDER (1993)
 BX1261
 BX1261                         *CURRENT SURVEY CONTROL
 BX1261  ___________________________________________________________________
 BX1261* NAD 83(1986)-  31 01 58.     (N)    092 43 40.     (W)     SCALED    
 BX1261* NAVD 88     -        55.56   (+/-2cm)     182.3    (feet)  VERTCON   
 BX1261  ___________________________________________________________________
 BX1261  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX1261
 BX1261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1261
 BX1261.The horizontal coordinates were scaled from a topographic map and have
 BX1261.an estimated accuracy of +/- 6 seconds.
 BX1261
 BX1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1261.The vertical order pertains to the NGVD 29 superseded value.
 BX1261
 BX1261.The geoid height was determined by GEOID03.
 BX1261
 BX1261;                    North         East    Units  Estimated Accuracy
 BX1261;SPC LA N     -    59,100.      978,250.      MT  (+/- 180 meters Scaled)
 BX1261
 BX1261                          SUPERSEDED SURVEY CONTROL
 BX1261
 BX1261  NGVD 29 (??/??/??)   55.565  (m)          182.30   (f) ADJUSTED    2 0
 BX1261
 BX1261.Superseded values are not recommended for survey control.
 BX1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1261.See file dsdata.txt to determine how the superseded data were derived.
 BX1261
 BX1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ259332(NAD 83)
 BX1261_MARKER: DD = SURVEY DISK
 BX1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1261_STAMPING: 40V42 1969
 BX1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1261+STABILITY: SURFACE MOTION
 BX1261
 BX1261  HISTORY     - Date     Condition        Report By
 BX1261  HISTORY     - 1969     MONUMENTED       LADH
 BX1261
 BX1261                          STATION DESCRIPTION
 BX1261
 BX1261'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1261'9.6 MI SE FROM HINESTON.
 BX1261'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28.  THENCE 8.4 MILES
 BX1261'SOUTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE AT HINESTON.
 BX1261'0.90 MILES SOUTH OF B.M. 40V41.  2.55 MILES NORTHWEST OF UNION HILL.
 BX1261'94 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 112.  87 FEET NORTH
 BX1261'NORTHWEST OF A 12 INCH PINE TREE.  0.30 MILES SOUTH OF A CORRUGATED
 BX1261'METAL CROSS DRAIN PIPE UNDER LOUISIANA HIGHWAY 112.  0.10 MILES
 BX1261'NORTHWEST OF CONCRETE PIPE UNDER LOUISIANA HIGHWAY 112.  DISK IN TOP
 BX1261'OF A CONCRETE POST PROJECTING 5 INCHES.  A STEEL WITNESS POST IS SET 1
 BX1261'FOOT SOUTHWEST OF THE MARK.  SECTION 25, T 1N, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1260 ***********************************************************************
 BX1260  DESIGNATION -  40 V 43 LADH
 BX1260  PID         -  BX1260
 BX1260  STATE/COUNTY-  LA/RAPIDES
 BX1260  USGS QUAD   -  MELDER (1993)
 BX1260
 BX1260                         *CURRENT SURVEY CONTROL
 BX1260  ___________________________________________________________________
 BX1260* NAD 83(1986)-  31 01 05.     (N)    092 43 37.     (W)     SCALED    
 BX1260* NAVD 88     -        54.42   (+/-2cm)     178.5    (feet)  VERTCON   
 BX1260  ___________________________________________________________________
 BX1260  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX1260
 BX1260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1260
 BX1260.The horizontal coordinates were scaled from a topographic map and have
 BX1260.an estimated accuracy of +/- 6 seconds.
 BX1260
 BX1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1260.The vertical order pertains to the NGVD 29 superseded value.
 BX1260
 BX1260.The geoid height was determined by GEOID03.
 BX1260
 BX1260;                    North         East    Units  Estimated Accuracy
 BX1260;SPC LA N     -    57,460.      978,330.      MT  (+/- 180 meters Scaled)
 BX1260
 BX1260                          SUPERSEDED SURVEY CONTROL
 BX1260
 BX1260  NGVD 29 (??/??/??)   54.421  (m)          178.55   (f) ADJUSTED    2 0
 BX1260
 BX1260.Superseded values are not recommended for survey control.
 BX1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1260.See file dsdata.txt to determine how the superseded data were derived.
 BX1260
 BX1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ260316(NAD 83)
 BX1260_MARKER: DD = SURVEY DISK
 BX1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1260_STAMPING: 40V43 1969
 BX1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1260+STABILITY: SURFACE MOTION
 BX1260
 BX1260  HISTORY     - Date     Condition        Report By
 BX1260  HISTORY     - 1969     MONUMENTED       LADH
 BX1260
 BX1260                          STATION DESCRIPTION
 BX1260
 BX1260'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1260'10.6 MI SE FROM HINESTON.
 BX1260'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28.  THENCE 9.4 MILES
 BX1260'SOUTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE AT HINESTON.
 BX1260'1.0 MILE SOUTH OF B.M. 40V42.  1.55 MILES NORTHWEST OF UNION HILL. 100
 BX1260'FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 112.  78 FEET SOUTHWEST
 BX1260'OF A LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER. 15 FEET
 BX1260'SOUTHEAST OF A 8 INCH BLACK JACK OAK TREE.  0.20 MILE NORTHWEST OF A
 BX1260'DOUBLE METAL PIPE CROSS DRAIN UNDER LOUISIANA HIGHWAY 112. DISK IN THE
 BX1260'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS
 BX1260'SET 1 FOOT WEST OF THE MARK.  SECTION 36, T 1N, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1259 ***********************************************************************
 BX1259  DESIGNATION -  40 V 44 LADH
 BX1259  PID         -  BX1259
 BX1259  STATE/COUNTY-  LA/RAPIDES
 BX1259  USGS QUAD   -  MELDER (1993)
 BX1259
 BX1259                         *CURRENT SURVEY CONTROL
 BX1259  ___________________________________________________________________
 BX1259* NAD 83(1986)-  31 00 23.     (N)    092 43 38.     (W)     SCALED    
 BX1259* NAVD 88     -        57.69   (+/-2cm)     189.3    (feet)  VERTCON   
 BX1259  ___________________________________________________________________
 BX1259  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX1259
 BX1259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1259
 BX1259.The horizontal coordinates were scaled from a topographic map and have
 BX1259.an estimated accuracy of +/- 6 seconds.
 BX1259
 BX1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1259.The vertical order pertains to the NGVD 29 superseded value.
 BX1259
 BX1259.The geoid height was determined by GEOID03.
 BX1259
 BX1259;                    North         East    Units  Estimated Accuracy
 BX1259;SPC LA N     -    56,170.      978,300.      MT  (+/- 180 meters Scaled)
 BX1259
 BX1259                          SUPERSEDED SURVEY CONTROL
 BX1259
 BX1259  NGVD 29 (??/??/??)   57.695  (m)          189.29   (f) ADJUSTED    2 0
 BX1259
 BX1259.Superseded values are not recommended for survey control.
 BX1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1259.See file dsdata.txt to determine how the superseded data were derived.
 BX1259
 BX1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ260303(NAD 83)
 BX1259_MARKER: DD = SURVEY DISK
 BX1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1259_SP_SET: CONCRETE BLOCK
 BX1259_STAMPING: 40V44 1969
 BX1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1259
 BX1259  HISTORY     - Date     Condition        Report By
 BX1259  HISTORY     - 1969     MONUMENTED       LADH
 BX1259  HISTORY     - 1973     GOOD             LADTD
 BX1259
 BX1259                          STATION DESCRIPTION
 BX1259
 BX1259'DESCRIBED BY LA TRANSP AND DEV 1973
 BX1259'11.4 MI SE FROM HINESTON.
 BX1259'LOCATED ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 28 FROM THE POST
 BX1259'OFFICE AT HINESTON, THENCE 10.3 MILES SOUTH ALONG LOUISIANA HIGHWAY
 BX1259'112.  0.90 MILES SOUTH OF B.M. 40V43.  0.90 MILES NORTHWEST OF UNION
 BX1259'HILL.  300 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 112.  1
 BX1259'FOOT WEST OF A CYCLONE FENCE.  21 FEET NORTH OF THE SOUTHWEST CORNER
 BX1259'OF A CYCLONE FENCE AROUND THE UNION HILLS GRAVEYARD.  25 FEET NORTH OF
 BX1259'A SEVEN (7) STRAND BARB WIRE FENCE.  107 FEET SOUTH OF A POWER POLE
 BX1259'WITH 1 (ONE) TRANSFORMER.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK
 BX1259'PROJECTING 6 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BX1259'FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1245 ***********************************************************************
 BK1245  DESIGNATION -  40 V 45 LADTD
 BK1245  PID         -  BK1245
 BK1245  STATE/COUNTY-  LA/RAPIDES
 BK1245  USGS QUAD   -  PAWNEE (1972)
 BK1245
 BK1245                         *CURRENT SURVEY CONTROL
 BK1245  ___________________________________________________________________
 BK1245* NAD 83(1986)-  30 59 42.     (N)    092 43 53.     (W)     SCALED    
 BK1245* NAVD 88     -        59.77   (+/-2cm)     196.1    (feet)  VERTCON   
 BK1245  ___________________________________________________________________
 BK1245  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BK1245
 BK1245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1245
 BK1245.The horizontal coordinates were scaled from a topographic map and have
 BK1245.an estimated accuracy of +/- 6 seconds.
 BK1245
 BK1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1245.The vertical order pertains to the NGVD 29 superseded value.
 BK1245
 BK1245.The geoid height was determined by GEOID03.
 BK1245
 BK1245;                    North         East    Units  Estimated Accuracy
 BK1245;SPC LA N     -    54,910.      977,900.      MT  (+/- 180 meters Scaled)
 BK1245
 BK1245                          SUPERSEDED SURVEY CONTROL
 BK1245
 BK1245  NGVD 29 (??/??/??)   59.775  (m)          196.11   (f) ADJUSTED    2 0
 BK1245
 BK1245.Superseded values are not recommended for survey control.
 BK1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1245.See file dsdata.txt to determine how the superseded data were derived.
 BK1245
 BK1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ256290(NAD 83)
 BK1245_MARKER: DD = SURVEY DISK
 BK1245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1245_SP_SET: BLOCK
 BK1245_STAMPING: 40V45 1969
 BK1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1245
 BK1245  HISTORY     - Date     Condition        Report By
 BK1245  HISTORY     - 1969     MONUMENTED       LADTD
 BK1245  HISTORY     - 1973     GOOD             LADTD
 BK1245  HISTORY     - 1981     GOOD             LADTD
 BK1245  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1245
 BK1245                          STATION DESCRIPTION
 BK1245
 BK1245'DESCRIBED BY LA TRANSP AND DEV 1973
 BK1245'10.05 MI W FROM GLENMORA.
 BK1245'LOCATED ABOUT 10.05 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE
 BK1245'POST OFFICE AT GLENMORA.  1.05 MILES EAST OF B.M. 40V57.  0.90 MILES
 BK1245'SOUTH OF B.M. 40V44.  1.65 MILES WEST OF THE CALCASIEU BAPTIST CHURCH.
 BK1245'196 FEET WEST NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 112. 2
 BK1245'FEET SOUTHEAST OF A FENCE CORNER.  44 FEET NORTHWEST OF THE NORTHWEST
 BK1245'CORNER OF THE WOODMAN OF THE WORLD CAMP BUILDING NO. 416 AT UNION
 BK1245'HILLS.  186 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 113. SET
 BK1245'IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE
 BK1245'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BK1245
 BK1245                          STATION RECOVERY (1981)
 BK1245
 BK1245'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1245'RECOVERED IN GOOD CONDITION.
 BK1245
 BK1245                          STATION RECOVERY (1999)
 BK1245
 BK1245'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1227 ***********************************************************************
 BK1227  DESIGNATION -  40 V 46 LADTD
 BK1227  PID         -  BK1227
 BK1227  STATE/COUNTY-  LA/RAPIDES
 BK1227  USGS QUAD   -  PAWNEE (1972)
 BK1227
 BK1227                         *CURRENT SURVEY CONTROL
 BK1227  ___________________________________________________________________
 BK1227* NAD 83(1986)-  30 58 51.     (N)    092 44 28.     (W)     SCALED    
 BK1227* NAVD 88     -        54.66   (+/-2cm)     179.3    (feet)  VERTCON   
 BK1227  ___________________________________________________________________
 BK1227  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BK1227
 BK1227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1227
 BK1227.The horizontal coordinates were scaled from a topographic map and have
 BK1227.an estimated accuracy of +/- 6 seconds.
 BK1227
 BK1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1227.The vertical order pertains to the NGVD 29 superseded value.
 BK1227
 BK1227.The geoid height was determined by GEOID03.
 BK1227
 BK1227;                    North         East    Units  Estimated Accuracy
 BK1227;SPC LA N     -    53,340.      976,970.      MT  (+/- 180 meters Scaled)
 BK1227
 BK1227                          SUPERSEDED SURVEY CONTROL
 BK1227
 BK1227  NGVD 29 (??/??/??)   54.660  (m)          179.33   (f) ADJUSTED    2 0
 BK1227
 BK1227.Superseded values are not recommended for survey control.
 BK1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1227.See file dsdata.txt to determine how the superseded data were derived.
 BK1227
 BK1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ247275(NAD 83)
 BK1227_MARKER: DD = SURVEY DISK
 BK1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1227_STAMPING: 40V46 1969
 BK1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1227+STABILITY: SURFACE MOTION
 BK1227
 BK1227  HISTORY     - Date     Condition        Report By
 BK1227  HISTORY     - 1969     MONUMENTED       LADTD
 BK1227  HISTORY     - 1981     GOOD             LADTD
 BK1227  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1227
 BK1227                          STATION DESCRIPTION
 BK1227
 BK1227'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1227'9.2 MI NE FROM ELIZABETH.
 BK1227'ABOUT 9.2 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 112 FROM THE POST
 BK1227'OFFICE AT ELIZABETH.  1.2 MILES SOUTH OF B.M. 40V45.  1.2 MILES SOUTH
 BK1227'OF THE JUNCTION OF LOUISIANA HIGHWAY 112 AND LOUISIANA HIGHWAY 113 AT
 BK1227'UNION HILL.  98 FEET EAST SOUTHEAST OF CENTERLINE OF LOUISIANA HIGHWAY
 BK1227'112.  77 FEET SOUTHEAST OF THE EAST END OF A 36 INCH CONCRETE PIPE
 BK1227'CROSS DRAIN UNDER LOUISIANA HIGHWAY 112.  79 FEET SOUTH OF A POWER
 BK1227'POLE LOCATED ON THE NORTH SIDE OF THE ROAD.  14 FEET NORTHWEST OF A 6
 BK1227'INCH PINE TREE.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 5
 BK1227'INCHES.  A STEEL WITNESS POST IS SET 1 FOOT SOUTHEAST OF THE MARK.
 BK1227'SECTION 14, T 1S, R 4W.
 BK1227
 BK1227                          STATION RECOVERY (1981)
 BK1227
 BK1227'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1227'RECOVERED IN GOOD CONDITION.
 BK1227
 BK1227                          STATION RECOVERY (1999)
 BK1227
 BK1227'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1226 ***********************************************************************
 BK1226  DESIGNATION -  40 V 47 LADTD
 BK1226  PID         -  BK1226
 BK1226  STATE/COUNTY-  LA/RAPIDES
 BK1226  USGS QUAD   -  PAWNEE (1972)
 BK1226
 BK1226                         *CURRENT SURVEY CONTROL
 BK1226  ___________________________________________________________________
 BK1226* NAD 83(1986)-  30 58 03.     (N)    092 44 56.     (W)     SCALED    
 BK1226* NAVD 88     -        48.05   (+/-2cm)     157.6    (feet)  VERTCON   
 BK1226  ___________________________________________________________________
 BK1226  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BK1226
 BK1226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1226
 BK1226.The horizontal coordinates were scaled from a topographic map and have
 BK1226.an estimated accuracy of +/- 6 seconds.
 BK1226
 BK1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1226.The vertical order pertains to the NGVD 29 superseded value.
 BK1226
 BK1226.The geoid height was determined by GEOID03.
 BK1226
 BK1226;                    North         East    Units  Estimated Accuracy
 BK1226;SPC LA N     -    51,860.      976,220.      MT  (+/- 180 meters Scaled)
 BK1226
 BK1226                          SUPERSEDED SURVEY CONTROL
 BK1226
 BK1226  NGVD 29 (??/??/??)   48.053  (m)          157.65   (f) ADJUSTED    2 0
 BK1226
 BK1226.Superseded values are not recommended for survey control.
 BK1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1226.See file dsdata.txt to determine how the superseded data were derived.
 BK1226
 BK1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ239260(NAD 83)
 BK1226_MARKER: DD = SURVEY DISK
 BK1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1226_STAMPING: 40V47 1969
 BK1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1226+STABILITY: SURFACE MOTION
 BK1226
 BK1226  HISTORY     - Date     Condition        Report By
 BK1226  HISTORY     - 1969     MONUMENTED       LADTD
 BK1226  HISTORY     - 1981     GOOD             LADTD
 BK1226  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1226
 BK1226                          STATION DESCRIPTION
 BK1226
 BK1226'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1226'8.15 MI NE FROM ELIZABETH.
 BK1226'ABOUT 8.15 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 112 FROM THE POST
 BK1226'OFFICE AT ELIZABETH.  2.25 MILES SOUTH OF B.M. 40V45.  2.25 MILES
 BK1226'SOUTH OF THE JUNCTION OF LOUISIANA HIGHWAY 112 AND LOUISIANA HIGHWAY
 BK1226'113 AT UNION HILL.  98 FEET EAST SOUTHEAST OF CENTERLINE OF LOUISIANA
 BK1226'HIGHWAY 112.  19 FEET EAST SOUTHEAST OF CENTER OF FIRE LANE.  181 FEET
 BK1226'NORTHEAST OF POWER POLE.  193 FEET SOUTH SOUTHWEST OF A POWER POLE. 46
 BK1226'FEET SOUTH SOUTHEAST OF A 16 INCH PIN OAK TREE.  0.20 MILE SOUTH OF A
 BK1226'CRESOTE TIMBER BRIDGE UNDER LOUISIANA HIGHWAY 112.  1.05 MILES SOUTH
 BK1226'OF B.M. 40V46.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 4
 BK1226'INCHES.  A STEEL WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.
 BK1226'SECTION 14, T 1S, R 4W.
 BK1226
 BK1226                          STATION RECOVERY (1981)
 BK1226
 BK1226'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1226'RECOVERED IN GOOD CONDITION.
 BK1226
 BK1226                          STATION RECOVERY (1999)
 BK1226
 BK1226'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1225 ***********************************************************************
 BK1225  DESIGNATION -  40 V 48 LADTD
 BK1225  PID         -  BK1225
 BK1225  STATE/COUNTY-  LA/RAPIDES
 BK1225  USGS QUAD   -  STEEP GULLY (1972)
 BK1225
 BK1225                         *CURRENT SURVEY CONTROL
 BK1225  ___________________________________________________________________
 BK1225* NAD 83(1986)-  30 57 16.     (N)    092 45 22.     (W)     SCALED    
 BK1225* NAVD 88     -        44.76   (+/-2cm)     146.9    (feet)  VERTCON   
 BK1225  ___________________________________________________________________
 BK1225  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BK1225
 BK1225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1225
 BK1225.The horizontal coordinates were scaled from a topographic map and have
 BK1225.an estimated accuracy of +/- 6 seconds.
 BK1225
 BK1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1225.The vertical order pertains to the NGVD 29 superseded value.
 BK1225
 BK1225.The geoid height was determined by GEOID03.
 BK1225
 BK1225;                    North         East    Units  Estimated Accuracy
 BK1225;SPC LA N     -    50,420.      975,530.      MT  (+/- 180 meters Scaled)
 BK1225
 BK1225                          SUPERSEDED SURVEY CONTROL
 BK1225
 BK1225  NGVD 29 (??/??/??)   44.763  (m)          146.86   (f) ADJUSTED    2 0
 BK1225
 BK1225.Superseded values are not recommended for survey control.
 BK1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1225.See file dsdata.txt to determine how the superseded data were derived.
 BK1225
 BK1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ232245(NAD 83)
 BK1225_MARKER: DD = SURVEY DISK
 BK1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1225_STAMPING: 40V48 1969
 BK1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1225+STABILITY: SURFACE MOTION
 BK1225
 BK1225  HISTORY     - Date     Condition        Report By
 BK1225  HISTORY     - 1969     MONUMENTED       LADTD
 BK1225  HISTORY     - 1981     GOOD             LADTD
 BK1225  HISTORY     - 19990424 GOOD             USPSQD
 BK1225
 BK1225                          STATION DESCRIPTION
 BK1225
 BK1225'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1225'7.15 MI NE FROM ELIZABETH.
 BK1225'ABOUT 7.15 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 112 FROM THE POST
 BK1225'OFFICE AT ELIZABETH.  3.25 MILES SOUTH OF JUNCTION OF LOUISIANA
 BK1225'HIGHWAY 112 AND LOUISIANA HIGHWAY 113 AT UNION HILL.  70 FEET WEST OF
 BK1225'CENTERLINE OF LOUISIANA HIGHWAY 112.  276 FEET NORTHWEST OF NORTHWEST
 BK1225'END OF A CRESOTE TIMBER BRIDGE UNDER LOUISIANA HIGHWAY 112.  5 FEET
 BK1225'WEST OF A 13 INCH PAINTED PINE TREE.  6 FEET EAST OF A 9 INCH WHITE
 BK1225'OAK TREE.  14 FEET EAST OF THE EAST BANK OF CREEK.  357 FEET SOUTH
 BK1225'SOUTHWEST OF SOUTHWEST END OF CRESOTE TIMBER BRIDGE UNDER LOUISIANA
 BK1225'HIGHWAY 112.  128 FEET SOUTHWEST OF A POWER POLE ON EAST SIDE OF
 BK1225'LOUISIANA HIGHWAY 112.  DISK IN THE TOP OF A CONCRETE POST PROJECTING
 BK1225'4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT WEST OF THE MARK.
 BK1225'SECTION 22, T 1S, R 4W.
 BK1225
 BK1225                          STATION RECOVERY (1981)
 BK1225
 BK1225'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1225'RECOVERED IN GOOD CONDITION.
 BK1225
 BK1225                          STATION RECOVERY (1999)
 BK1225
 BK1225'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1223 ***********************************************************************
 BK1223  DESIGNATION -  40 V 49 LADTD
 BK1223  PID         -  BK1223
 BK1223  STATE/COUNTY-  LA/RAPIDES
 BK1223  USGS QUAD   -  STEEP GULLY (1972)
 BK1223
 BK1223                         *CURRENT SURVEY CONTROL
 BK1223  ___________________________________________________________________
 BK1223* NAD 83(1986)-  30 56 33.     (N)    092 45 53.     (W)     SCALED    
 BK1223* NAVD 88     -        51.88   (+/-2cm)     170.2    (feet)  VERTCON   
 BK1223  ___________________________________________________________________
 BK1223  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BK1223
 BK1223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1223
 BK1223.The horizontal coordinates were scaled from a topographic map and have
 BK1223.an estimated accuracy of +/- 6 seconds.
 BK1223
 BK1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1223.The vertical order pertains to the NGVD 29 superseded value.
 BK1223
 BK1223.The geoid height was determined by GEOID03.
 BK1223
 BK1223;                    North         East    Units  Estimated Accuracy
 BK1223;SPC LA N     -    49,100.      974,700.      MT  (+/- 180 meters Scaled)
 BK1223
 BK1223                          SUPERSEDED SURVEY CONTROL
 BK1223
 BK1223  NGVD 29 (??/??/??)   51.882  (m)          170.22   (f) ADJUSTED    2 0
 BK1223
 BK1223.Superseded values are not recommended for survey control.
 BK1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1223.See file dsdata.txt to determine how the superseded data were derived.
 BK1223
 BK1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ224232(NAD 83)
 BK1223_MARKER: DD = SURVEY DISK
 BK1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1223_STAMPING: 40V49 1969
 BK1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1223+STABILITY: SURFACE MOTION
 BK1223
 BK1223  HISTORY     - Date     Condition        Report By
 BK1223  HISTORY     - 1969     MONUMENTED       LADTD
 BK1223  HISTORY     - 1981     GOOD             LADTD
 BK1223  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1223
 BK1223                          STATION DESCRIPTION
 BK1223
 BK1223'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1223'6.1 MI NE FROM ELIZABETH.
 BK1223'ABOUT 6.1 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 112 FROM THE POST
 BK1223'OFFICE AT ELIZABETH.  1.05 MILES SOUTH OF B.M. 40V48.  4.3 MILES SOUTH
 BK1223'OF JUNCTION OF LOUISIANA HIGHWAY 112 AND LOUISIANA HIGHWAY 113 AT
 BK1223'UNION HILL.  0.30 MILES NORTH OF PLAINVIEW HIGH SCHOOL.  100 FEET
 BK1223'NORTHWEST OF CENTERLINE OF LOUISIANA HIGHWAY 112.  121 FEET SOUTHWEST
 BK1223'OF POWER POLE.  30 FEET NORTHWEST OF CENTER OF A FIRE LANE.  0.15
 BK1223'MILES SOUTHWEST OF A CONCRETE PIPE UNDER LOUISIANA HIGHWAY 112.  DISK
 BK1223'IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.  A STEEL WITNESS POST
 BK1223'IS SET 1 FOOT NORTHWEST OF THE MARK.  SECTION 27, T 1S, R 4W.
 BK1223
 BK1223                          STATION RECOVERY (1981)
 BK1223
 BK1223'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1223'RECOVERED IN GOOD CONDITION.
 BK1223
 BK1223                          STATION RECOVERY (1999)
 BK1223
 BK1223'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0985 ***********************************************************************
 BX0985  DESIGNATION -  40 V 5 LADH
 BX0985  PID         -  BX0985
 BX0985  STATE/COUNTY-  LA/RAPIDES
 BX0985  USGS QUAD   -  LECOMPTE (1992)
 BX0985
 BX0985                         *CURRENT SURVEY CONTROL
 BX0985  ___________________________________________________________________
 BX0985* NAD 83(1986)-  31 03 35.     (N)    092 29 00.     (W)     SCALED    
 BX0985* NAVD 88     -        49.29   (+/-2cm)     161.7    (feet)  VERTCON   
 BX0985  ___________________________________________________________________
 BX0985  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX0985
 BX0985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0985
 BX0985.The horizontal coordinates were scaled from a topographic map and have
 BX0985.an estimated accuracy of +/- 6 seconds.
 BX0985
 BX0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0985.The vertical order pertains to the NGVD 29 superseded value.
 BX0985
 BX0985.The geoid height was determined by GEOID03.
 BX0985
 BX0985;                    North         East    Units  Estimated Accuracy
 BX0985;SPC LA N     -    62,060.    1,001,590.      MT  (+/- 180 meters Scaled)
 BX0985
 BX0985                          SUPERSEDED SURVEY CONTROL
 BX0985
 BX0985  NGVD 29 (??/??/??)   49.269  (m)          161.64   (f) ADJUSTED    2 0
 BX0985
 BX0985.Superseded values are not recommended for survey control.
 BX0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0985.See file dsdata.txt to determine how the superseded data were derived.
 BX0985
 BX0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ492363(NAD 83)
 BX0985_MARKER: DD = SURVEY DISK
 BX0985_SETTING: 0 = UNSPECIFIED SETTING
 BX0985_STAMPING: 40V5 1968
 BX0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0985
 BX0985  HISTORY     - Date     Condition        Report By
 BX0985  HISTORY     - 1968     MONUMENTED       LADH
 BX0985  HISTORY     - 1979     GOOD             LADTD
 BX0985  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0985
 BX0985                          STATION DESCRIPTION
 BX0985
 BX0985'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BX0985'3.64 MI E FROM FOREST HILL.
 BX0985'ABOUT 3.64 MILES EAST ALONG LOUISIANA HIGHWAY 112 FROM THE HIGH SCHOOL
 BX0985'AT FOREST HILL IN RAPIDES PARISH. 200 FEET SOUTH OF A CENTER LINE OF
 BX0985'LOUISIANA HIGHWAY 112.  153 FEET SOUTHEAST OF A STEEL CATTLE GUARD
 BX0985'UNDER GRAVEL ROAD LEADING TO WHATLEYS NURSERY.  50 FEET EAST OF CENTER
 BX0985'OF GRAVEL ROAD.  49 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. T.
 BX0985'M. GUNTERS RESIDENCE.  4 FEET NORTH OF NORTHWEST CORNER OF YARD FENCE.
 BX0985'A STEEL WITNESS POST IS SET 3 FEET NORTH OF THE MARK. SECTION 16, T
 BX0985'1N, R 1 W.  NOTE-- THE MARK IS 1.15 MILES WEST OF BENCH MARK 40V4
 BX0985'(LDH).
 BX0985
 BX0985                          STATION RECOVERY (1979)
 BX0985
 BX0985'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0985'RECOVERED IN GOOD CONDITION.
 BX0985
 BX0985                          STATION RECOVERY (1999)
 BX0985
 BX0985'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1222 ***********************************************************************
 BK1222  DESIGNATION -  40 V 50 LADTD
 BK1222  PID         -  BK1222
 BK1222  STATE/COUNTY-  LA/RAPIDES
 BK1222  USGS QUAD   -  STEEP GULLY (1972)
 BK1222
 BK1222                         *CURRENT SURVEY CONTROL
 BK1222  ___________________________________________________________________
 BK1222* NAD 83(1986)-  30 55 47.     (N)    092 46 23.     (W)     SCALED    
 BK1222* NAVD 88     -        50.43   (+/-2cm)     165.5    (feet)  VERTCON   
 BK1222  ___________________________________________________________________
 BK1222  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BK1222
 BK1222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1222
 BK1222.The horizontal coordinates were scaled from a topographic map and have
 BK1222.an estimated accuracy of +/- 6 seconds.
 BK1222
 BK1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1222.The vertical order pertains to the NGVD 29 superseded value.
 BK1222
 BK1222.The geoid height was determined by GEOID03.
 BK1222
 BK1222;                    North         East    Units  Estimated Accuracy
 BK1222;SPC LA N     -    47,680.      973,900.      MT  (+/- 180 meters Scaled)
 BK1222
 BK1222                          SUPERSEDED SURVEY CONTROL
 BK1222
 BK1222  NGVD 29 (??/??/??)   50.431  (m)          165.46   (f) ADJUSTED    2 0
 BK1222
 BK1222.Superseded values are not recommended for survey control.
 BK1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1222.See file dsdata.txt to determine how the superseded data were derived.
 BK1222
 BK1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ216218(NAD 83)
 BK1222_MARKER: DD = SURVEY DISK
 BK1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1222_STAMPING: 40V50 1969
 BK1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1222+STABILITY: SURFACE MOTION
 BK1222
 BK1222  HISTORY     - Date     Condition        Report By
 BK1222  HISTORY     - 1969     MONUMENTED       LADTD
 BK1222  HISTORY     - 1981     GOOD             LADTD
 BK1222  HISTORY     - 19990424 GOOD             USPSQD
 BK1222
 BK1222                          STATION DESCRIPTION
 BK1222
 BK1222'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1222'5.05 MI NE FROM ELIZABETH.
 BK1222'ABOUT 5.05 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 112 FROM THE POST
 BK1222'OFFICE AT ELIZABETH.  1.05 MILES SOUTH OF B.M. 40V49.  0.75 MILES
 BK1222'SOUTH OF THE PLAINVIEW HIGH SCHOOL.  IN THE NORTH HEADWALL OF A BOX
 BK1222'CULVERT (3X3 FT.) AT THE JUNCTION OF LOUISIANA HIGHWAY 112 AND
 BK1222'LOUISIANA HIGHWAY 462.  20 FEET NORTH NORTHEAST OF CENTERLINE OF
 BK1222'LOUISIANA HIGHWAY 462.  25 FEET SOUTH SOUTHEAST OF A FEDERAL AID
 BK1222'PROJECT MARKER POST.  39 FEET SOUTHEAST OF A POWER POLE.  DISK IN TOP
 BK1222'OF A CONCRETE POST PROJECTING 1 INCH.  A STEEL WITNESS POST IS SET 11
 BK1222'FEET WEST OF THE MARK.  SECTION 27, T 1S, R 4W.
 BK1222
 BK1222                          STATION RECOVERY (1981)
 BK1222
 BK1222'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1222'RECOVERED IN GOOD CONDITION.
 BK1222
 BK1222                          STATION RECOVERY (1999)
 BK1222
 BK1222'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1221 ***********************************************************************
 BK1221  DESIGNATION -  40 V 51 LADTD
 BK1221  PID         -  BK1221
 BK1221  STATE/COUNTY-  LA/RAPIDES
 BK1221  USGS QUAD   -  STEEP GULLY (1972)
 BK1221
 BK1221                         *CURRENT SURVEY CONTROL
 BK1221  ___________________________________________________________________
 BK1221* NAD 83(1986)-  30 55 02.     (N)    092 46 54.     (W)     SCALED    
 BK1221* NAVD 88     -        54.07   (+/-2cm)     177.4    (feet)  VERTCON   
 BK1221  ___________________________________________________________________
 BK1221  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BK1221
 BK1221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1221
 BK1221.The horizontal coordinates were scaled from a topographic map and have
 BK1221.an estimated accuracy of +/- 6 seconds.
 BK1221
 BK1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1221.The vertical order pertains to the NGVD 29 superseded value.
 BK1221
 BK1221.The geoid height was determined by GEOID03.
 BK1221
 BK1221;                    North         East    Units  Estimated Accuracy
 BK1221;SPC LA N     -    46,300.      973,080.      MT  (+/- 180 meters Scaled)
 BK1221
 BK1221                          SUPERSEDED SURVEY CONTROL
 BK1221
 BK1221  NGVD 29 (??/??/??)   54.074  (m)          177.41   (f) ADJUSTED    2 0
 BK1221
 BK1221.Superseded values are not recommended for survey control.
 BK1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1221.See file dsdata.txt to determine how the superseded data were derived.
 BK1221
 BK1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ208204(NAD 83)
 BK1221_MARKER: DD = SURVEY DISK
 BK1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1221_STAMPING: 40V51 1969
 BK1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1221+STABILITY: SURFACE MOTION
 BK1221
 BK1221  HISTORY     - Date     Condition        Report By
 BK1221  HISTORY     - 1969     MONUMENTED       LADTD
 BK1221  HISTORY     - 1981     MARK NOT FOUND   LADTD
 BK1221  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1221
 BK1221                          STATION DESCRIPTION
 BK1221
 BK1221'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1221'4.0 MI N FROM ELIZABETH.
 BK1221'ABOUT 4.0 MILES NORTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE
 BK1221'AT ELIZABETH.  1.05 MILES SOUTH OF B.M. 40V50.  1.8 MILES SOUTH OF
 BK1221'PLAINVIEW HIGH SCHOOL.  1.05 MILES SOUTH OF JUNCTION OF LOUISIANA
 BK1221'HIGHWAY 112 AND LOUISIANA HIGHWAY 462.  100 FEET SOUTHEAST OF
 BK1221'CENTERLINE OF LOUISIANA HIGHWAY 112.  148 FEET EAST NORTHEAST OF A
 BK1221'TELEPHONE POLE.  0.40 MILES NORTH OF CRESOTE TIMBER BRIDGE UNDER
 BK1221'LOUISIANA HIGHWAY 112.  DISK IN TOP OF A CONCRETE POST PROJECTING 4
 BK1221'INCHES.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF THE MARK. SECTION
 BK1221'4, T 2S, R 4W.
 BK1221
 BK1221                          STATION RECOVERY (1981)
 BK1221
 BK1221'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1221'MARK NOT FOUND.
 BK1221
 BK1221                          STATION RECOVERY (1999)
 BK1221
 BK1221'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1220 ***********************************************************************
 BK1220  DESIGNATION -  40 V 52 LADTD
 BK1220  PID         -  BK1220
 BK1220  STATE/COUNTY-  LA/RAPIDES
 BK1220  USGS QUAD   -  STEEP GULLY (1972)
 BK1220
 BK1220                         *CURRENT SURVEY CONTROL
 BK1220  ___________________________________________________________________
 BK1220* NAD 83(1986)-  30 54 18.     (N)    092 47 21.     (W)     SCALED    
 BK1220* NAVD 88     -        53.10   (+/-2cm)     174.2    (feet)  VERTCON   
 BK1220  ___________________________________________________________________
 BK1220  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BK1220
 BK1220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1220
 BK1220.The horizontal coordinates were scaled from a topographic map and have
 BK1220.an estimated accuracy of +/- 6 seconds.
 BK1220
 BK1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1220.The vertical order pertains to the NGVD 29 superseded value.
 BK1220
 BK1220.The geoid height was determined by GEOID03.
 BK1220
 BK1220;                    North         East    Units  Estimated Accuracy
 BK1220;SPC LA N     -    44,940.      972,350.      MT  (+/- 180 meters Scaled)
 BK1220
 BK1220                          SUPERSEDED SURVEY CONTROL
 BK1220
 BK1220  NGVD 29 (??/??/??)   53.101  (m)          174.22   (f) ADJUSTED    2 0
 BK1220
 BK1220.Superseded values are not recommended for survey control.
 BK1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1220.See file dsdata.txt to determine how the superseded data were derived.
 BK1220
 BK1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ201190(NAD 83)
 BK1220_MARKER: DD = SURVEY DISK
 BK1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1220_STAMPING: 40V52 1969
 BK1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1220+STABILITY: SURFACE MOTION
 BK1220
 BK1220  HISTORY     - Date     Condition        Report By
 BK1220  HISTORY     - 1969     MONUMENTED       LADTD
 BK1220  HISTORY     - 1981     MARK NOT FOUND   LADTD
 BK1220  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1220
 BK1220                          STATION DESCRIPTION
 BK1220
 BK1220'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1220'3.0 MI N FROM ELIZABETH.
 BK1220'ABOUT 3.0 MILES NORTH ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE
 BK1220'AT ELIZABETH.  1.0 MILES SOUTH OF B.M. 40V51.  100 FEET EAST OF
 BK1220'CENTERLINE OF LOUISIANA HIGHWAY 112.  203 FEET SOUTH SOUTHEAST OF A
 BK1220'POWER POLE.  191 FEET NORTH NORTHEAST OF POWER POLE.  0.35 MILES NORTH
 BK1220'OF A CATTLE GUARD ACROSS LOUISIANA HIGHWAY 112.  DISK IN TOP OF A
 BK1220'CONCRETE POST PROJECTING 3 INCHES.  A STEEL WITNESS POST IS SET 1.5
 BK1220'FEET EAST OF THE MARK.  SECTION 9, T 2S, R.
 BK1220
 BK1220                          STATION RECOVERY (1981)
 BK1220
 BK1220'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1220'MARK NOT FOUND.
 BK1220
 BK1220                          STATION RECOVERY (1999)
 BK1220
 BK1220'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1240 ***********************************************************************
 BK1240  DESIGNATION -  40 V 53 LADTD
 BK1240  PID         -  BK1240
 BK1240  STATE/COUNTY-  LA/RAPIDES
 BK1240  USGS QUAD   -  STEEP GULLY (1972)
 BK1240
 BK1240                         *CURRENT SURVEY CONTROL
 BK1240  ___________________________________________________________________
 BK1240* NAD 83(1986)-  30 58 36.     (N)    092 48 29.     (W)     SCALED    
 BK1240* NAVD 88     -        58.57   (+/-2cm)     192.2    (feet)  VERTCON   
 BK1240  ___________________________________________________________________
 BK1240  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BK1240
 BK1240  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1240
 BK1240.The horizontal coordinates were scaled from a topographic map and have
 BK1240.an estimated accuracy of +/- 6 seconds.
 BK1240
 BK1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1240.The vertical order pertains to the NGVD 29 superseded value.
 BK1240
 BK1240.The geoid height was determined by GEOID03.
 BK1240
 BK1240;                    North         East    Units  Estimated Accuracy
 BK1240;SPC LA N     -    52,890.      970,570.      MT  (+/- 180 meters Scaled)
 BK1240
 BK1240                          SUPERSEDED SURVEY CONTROL
 BK1240
 BK1240  NGVD 29 (??/??/??)   58.587  (m)          192.21   (f) ADJUSTED    2 1
 BK1240
 BK1240.Superseded values are not recommended for survey control.
 BK1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1240.See file dsdata.txt to determine how the superseded data were derived.
 BK1240
 BK1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ183270(NAD 83)
 BK1240_MARKER: DD = SURVEY DISK
 BK1240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1240_SP_SET: BLOCK
 BK1240_STAMPING: 40V53 1973
 BK1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1240
 BK1240  HISTORY     - Date     Condition        Report By
 BK1240  HISTORY     - 1973     MONUMENTED       LADTD
 BK1240  HISTORY     - 1974     GOOD             LADTD
 BK1240  HISTORY     - 19990424 POOR             USPSQD
 BK1240
 BK1240                          STATION DESCRIPTION
 BK1240
 BK1240'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1240'8.90 MI SE FROM PITKIN.
 BK1240'LOCATED 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE POST
 BK1240'OFFICE AT PITKIN.  THENCE 7.30 MILES EAST ALONG LOUISIANA HIGHWAY 113.
 BK1240'0.95 MILES EAST OF THE VERNON AND RAPIDES PARISH LINE.  54 FEET SOUTH
 BK1240'OF THE CENTERLINE OF LOUISIANA HIGHWAY 113.  96 FEET SOUTHWEST OF THE
 BK1240'INTERSECTION OF LOUISIANA HIGHWAY 113 AND 462.  66 FEET WEST OF A 24
 BK1240'INCH CONCRETE CROSSDRAIN UNDER LOUISIANA HIGHWAY 462.  23 FEET SOUTH
 BK1240'OF A TELEPHONE PEDESTAL.  3 FEET EAST OF A COMBINATION MESH AND BARB
 BK1240'WIRE FENCE.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3
 BK1240'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF
 BK1240'THE MARK.
 BK1240
 BK1240                          STATION RECOVERY (1999)
 BK1240
 BK1240'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1240'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1241 ***********************************************************************
 BK1241  DESIGNATION -  40 V 54 LADTD
 BK1241  PID         -  BK1241
 BK1241  STATE/COUNTY-  LA/RAPIDES
 BK1241  USGS QUAD   -  STEEP GULLY (1972)
 BK1241
 BK1241                         *CURRENT SURVEY CONTROL
 BK1241  ___________________________________________________________________
 BK1241* NAD 83(1986)-  30 58 54.     (N)    092 47 37.     (W)     SCALED    
 BK1241* NAVD 88     -        60.55   (+/-2cm)     198.7    (feet)  VERTCON   
 BK1241  ___________________________________________________________________
 BK1241  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BK1241
 BK1241  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1241
 BK1241.The horizontal coordinates were scaled from a topographic map and have
 BK1241.an estimated accuracy of +/- 6 seconds.
 BK1241
 BK1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1241.The vertical order pertains to the NGVD 29 superseded value.
 BK1241
 BK1241.The geoid height was determined by GEOID03.
 BK1241
 BK1241;                    North         East    Units  Estimated Accuracy
 BK1241;SPC LA N     -    53,450.      971,950.      MT  (+/- 180 meters Scaled)
 BK1241
 BK1241                          SUPERSEDED SURVEY CONTROL
 BK1241
 BK1241  NGVD 29 (??/??/??)   60.561  (m)          198.69   (f) ADJUSTED    2 1
 BK1241
 BK1241.Superseded values are not recommended for survey control.
 BK1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1241.See file dsdata.txt to determine how the superseded data were derived.
 BK1241
 BK1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ197275(NAD 83)
 BK1241_MARKER: DD = SURVEY DISK
 BK1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1241_STAMPING: 40V54 1973
 BK1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1241+STABILITY: SURFACE MOTION
 BK1241
 BK1241  HISTORY     - Date     Condition        Report By
 BK1241  HISTORY     - 1973     MONUMENTED       LADTD
 BK1241  HISTORY     - 1974     GOOD             LADTD
 BK1241  HISTORY     - 19990424 GOOD             USPSQD
 BK1241
 BK1241                          STATION DESCRIPTION
 BK1241
 BK1241'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1241'9.80 MI SE FROM PITKIN.
 BK1241'LOCATED ABOUT 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1241'POST OFFICE AT PITKIN.  THENCE 8.20 MILES EAST ALONG LOUISIANA HIGHWAY
 BK1241'113.  1.85 MILES EAST OF THE VERNON AND RAPIDES PARISH LINE. 0.90
 BK1241'MILES OF B.M. 40V53.  0.90 MILES EAST OF THE INTERSECTION OF LOUISIANA
 BK1241'HIGHWAY 113 AND 462.  54 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA
 BK1241'HIGHWAY 113.  88 FEET NORTHWEST OF THE CENTER OF A WOOD CATTLE GAP. 95
 BK1241'FEET NORTHWEST OF A POWER POLE.  17 FEET NORTHWEST OF A BARB WIRE
 BK1241'FENCE.  19 FEET EAST OF A 14 INCH PINE TREE.  SET IN THE TOP OF A 8
 BK1241'INCH CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A STEEL
 BK1241'WITNESS POST IS SET 1 FOOT SOUTHEAST OF THE MARK.
 BK1241
 BK1241                          STATION RECOVERY (1999)
 BK1241
 BK1241'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1242 ***********************************************************************
 BK1242  DESIGNATION -  40 V 55 LADTD
 BK1242  PID         -  BK1242
 BK1242  STATE/COUNTY-  LA/RAPIDES
 BK1242  USGS QUAD   -  STEEP GULLY (1972)
 BK1242
 BK1242                         *CURRENT SURVEY CONTROL
 BK1242  ___________________________________________________________________
 BK1242* NAD 83(1986)-  30 59 07.     (N)    092 46 39.     (W)     SCALED    
 BK1242* NAVD 88     -        58.24   (+/-2cm)     191.1    (feet)  VERTCON   
 BK1242  ___________________________________________________________________
 BK1242  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BK1242
 BK1242  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1242
 BK1242.The horizontal coordinates were scaled from a topographic map and have
 BK1242.an estimated accuracy of +/- 6 seconds.
 BK1242
 BK1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1242.The vertical order pertains to the NGVD 29 superseded value.
 BK1242
 BK1242.The geoid height was determined by GEOID03.
 BK1242
 BK1242;                    North         East    Units  Estimated Accuracy
 BK1242;SPC LA N     -    53,840.      973,490.      MT  (+/- 180 meters Scaled)
 BK1242
 BK1242                          SUPERSEDED SURVEY CONTROL
 BK1242
 BK1242  NGVD 29 (??/??/??)   58.248  (m)          191.10   (f) ADJUSTED    2 1
 BK1242
 BK1242.Superseded values are not recommended for survey control.
 BK1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1242.See file dsdata.txt to determine how the superseded data were derived.
 BK1242
 BK1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ212279(NAD 83)
 BK1242_MARKER: DD = SURVEY DISK
 BK1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1242_SP_SET: BLOCK
 BK1242_STAMPING: 40V55 1973
 BK1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1242
 BK1242  HISTORY     - Date     Condition        Report By
 BK1242  HISTORY     - 1973     MONUMENTED       LADTD
 BK1242  HISTORY     - 1974     GOOD             LADTD
 BK1242  HISTORY     - 19990424 GOOD             USPSQD
 BK1242
 BK1242                          STATION DESCRIPTION
 BK1242
 BK1242'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1242'10.80 MI SE FROM PITKIN.
 BK1242'LOCATED ABOUT 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1242'POST OFFICE AT PITKIN, THENCE 9.20 MILES EAST ALONG LOUISIANA HIGHWAY
 BK1242'113.  2.85 MILES EAST OF THE VERNON AND RAPIDES PARISH LINE.  1.90
 BK1242'MILES EAST OF THE INTERSECTION OF LOUISIANA HIGHWAYS 113 AND 462.  49
 BK1242'FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 113.  134 FEET EAST
 BK1242'OF A POWER POLE.  28 FEET NORTHEAST OF A LONE 8 INCH PINE TREE.  11
 BK1242'FEET SOUTH OF A 3 STRAND BARB WIRE FENCE.  SET IN THE TOP OF A 8 INCH
 BK1242'CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BK1242'POST IS SET 1 FOOT NORTH OF THE MARK.
 BK1242
 BK1242                          STATION RECOVERY (1999)
 BK1242
 BK1242'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1243 ***********************************************************************
 BK1243  DESIGNATION -  40 V 56 LADTD
 BK1243  PID         -  BK1243
 BK1243  STATE/COUNTY-  LA/RAPIDES
 BK1243  USGS QUAD   -  STEEP GULLY (1972)
 BK1243
 BK1243                         *CURRENT SURVEY CONTROL
 BK1243  ___________________________________________________________________
 BK1243* NAD 83(1986)-  30 59 21.     (N)    092 45 44.     (W)     SCALED    
 BK1243* NAVD 88     -        52.69   (+/-2cm)     172.9    (feet)  VERTCON   
 BK1243  ___________________________________________________________________
 BK1243  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BK1243
 BK1243  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1243
 BK1243.The horizontal coordinates were scaled from a topographic map and have
 BK1243.an estimated accuracy of +/- 6 seconds.
 BK1243
 BK1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1243.The vertical order pertains to the NGVD 29 superseded value.
 BK1243
 BK1243.The geoid height was determined by GEOID03.
 BK1243
 BK1243;                    North         East    Units  Estimated Accuracy
 BK1243;SPC LA N     -    54,270.      974,950.      MT  (+/- 180 meters Scaled)
 BK1243
 BK1243                          SUPERSEDED SURVEY CONTROL
 BK1243
 BK1243  NGVD 29 (??/??/??)   52.696  (m)          172.89   (f) ADJUSTED    2 1
 BK1243
 BK1243.Superseded values are not recommended for survey control.
 BK1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1243.See file dsdata.txt to determine how the superseded data were derived.
 BK1243
 BK1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ227284(NAD 83)
 BK1243_MARKER: DD = SURVEY DISK
 BK1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1243_SP_SET: BLOCK
 BK1243_STAMPING: 40V56 1973
 BK1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1243
 BK1243  HISTORY     - Date     Condition        Report By
 BK1243  HISTORY     - 1973     MONUMENTED       LADTD
 BK1243  HISTORY     - 1974     GOOD             LADTD
 BK1243  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1243
 BK1243                          STATION DESCRIPTION
 BK1243
 BK1243'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1243'11.75 MI SE FROM PITKIN.
 BK1243'LOCATED ABOUT 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1243'POST OFFICE AT PITKIN, THENCE 10.15 MILES EAST ALONG LOUISIANA 113.
 BK1243'3.90 MILES EAST OF THE INTERSECTION OF LOUISIANA HIGHWAY 113 AND 462.
 BK1243'0.95 MILES EAST OF B.M. 40V55.  55 FEET NORTH OF THE CENTERLINE OF
 BK1243'LOUISIANA HIGHWAY 113.  129 FEET NORTHWEST OF THE INTERSECTION OF
 BK1243'LOUISIANA HIGHWAY 113 AND GRAVEL ROAD LEADING TO RESIDENCE OF F.
 BK1243'THOMPSON.  21 FEET NORTHWEST OF L.D.H. RIGHT-OF-MARKER.  29 FEET
 BK1243'NORTHEAST OF A POWER POLE.  17 FEET NORTH OF BARB WIRE FENCE CORNER. 1
 BK1243'FOOT WEST OF BARB WIRE FENCE.  0.05 MILES WEST OF BRIDGE NO.
 BK1243'140.02.0400.1.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3
 BK1243'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF
 BK1243'THE MARK.
 BK1243
 BK1243                          STATION RECOVERY (1999)
 BK1243
 BK1243'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1244 ***********************************************************************
 BK1244  DESIGNATION -  40 V 57 LADTD
 BK1244  PID         -  BK1244
 BK1244  STATE/COUNTY-  LA/RAPIDES
 BK1244  USGS QUAD   -  PAWNEE (1972)
 BK1244
 BK1244                         *CURRENT SURVEY CONTROL
 BK1244  ___________________________________________________________________
 BK1244* NAD 83(1986)-  30 59 32.     (N)    092 44 57.     (W)     SCALED    
 BK1244* NAVD 88     -        53.26   (+/-2cm)     174.7    (feet)  VERTCON   
 BK1244  ___________________________________________________________________
 BK1244  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BK1244
 BK1244  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1244
 BK1244.The horizontal coordinates were scaled from a topographic map and have
 BK1244.an estimated accuracy of +/- 6 seconds.
 BK1244
 BK1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1244.The vertical order pertains to the NGVD 29 superseded value.
 BK1244
 BK1244.The geoid height was determined by GEOID03.
 BK1244
 BK1244;                    North         East    Units  Estimated Accuracy
 BK1244;SPC LA N     -    54,600.      976,200.      MT  (+/- 180 meters Scaled)
 BK1244
 BK1244                          SUPERSEDED SURVEY CONTROL
 BK1244
 BK1244  NGVD 29 (??/??/??)   53.264  (m)          174.75   (f) ADJUSTED    2 1
 BK1244
 BK1244.Superseded values are not recommended for survey control.
 BK1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1244.See file dsdata.txt to determine how the superseded data were derived.
 BK1244
 BK1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ239287(NAD 83)
 BK1244_MARKER: DD = SURVEY DISK
 BK1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1244_SP_SET: BLOCK
 BK1244_STAMPING: 40V57 1973
 BK1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1244
 BK1244  HISTORY     - Date     Condition        Report By
 BK1244  HISTORY     - 1973     MONUMENTED       LADTD
 BK1244  HISTORY     - 1974     GOOD             LADTD
 BK1244  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1244
 BK1244                          STATION DESCRIPTION
 BK1244
 BK1244'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1244'11.10 MI W FROM GLENMORA.
 BK1244'LOCATED ABOUT 11.10 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE
 BK1244'POST OFFICE AT GLENMORA.  0.80 MILES EAST OF B.M. 40V56.  2.70 MILES
 BK1244'WEST OF THE CALCASIEU BAPTIST CHURCH.  1.05 MILES WEST OF THE
 BK1244'INTERSECTION OF LOUISIANA HIGHWAY 113 AND 112 AT UNION HILLS.  53 FEET
 BK1244'NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 113.  51 FEET NORTHWEST
 BK1244'OF THE INTERSECTION OF LOUISIANA HIGHWAY 113 AND DIRT ROAD LEADING
 BK1244'NORTH.  29 FEET WEST OF THE CENTER OF A METAL CATTLE GAP.  14 FEET
 BK1244'NORTHWEST OF A TELEPHONE POLE NO. 1-34L-23 A.  14 FEET NORTH OF A BARB
 BK1244'WIRE FENCE.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3
 BK1244'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF
 BK1244'THE MARK.
 BK1244
 BK1244                          STATION RECOVERY (1999)
 BK1244
 BK1244'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1246 ***********************************************************************
 BK1246  DESIGNATION -  40 V 58 LADTD
 BK1246  PID         -  BK1246
 BK1246  STATE/COUNTY-  LA/RAPIDES
 BK1246  USGS QUAD   -  PAWNEE (1972)
 BK1246
 BK1246                         *CURRENT SURVEY CONTROL
 BK1246  ___________________________________________________________________
 BK1246* NAD 83(1986)-  30 59 48.     (N)    092 42 54.     (W)     SCALED    
 BK1246* NAVD 88     -        55.26   (+/-2cm)     181.3    (feet)  VERTCON   
 BK1246  ___________________________________________________________________
 BK1246  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BK1246
 BK1246  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1246
 BK1246.The horizontal coordinates were scaled from a topographic map and have
 BK1246.an estimated accuracy of +/- 6 seconds.
 BK1246
 BK1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1246.The vertical order pertains to the NGVD 29 superseded value.
 BK1246
 BK1246.The geoid height was determined by GEOID03.
 BK1246
 BK1246;                    North         East    Units  Estimated Accuracy
 BK1246;SPC LA N     -    55,090.      979,470.      MT  (+/- 180 meters Scaled)
 BK1246
 BK1246                          SUPERSEDED SURVEY CONTROL
 BK1246
 BK1246  NGVD 29 (??/??/??)   55.256  (m)          181.29   (f) ADJUSTED    2 1
 BK1246
 BK1246.Superseded values are not recommended for survey control.
 BK1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1246.See file dsdata.txt to determine how the superseded data were derived.
 BK1246
 BK1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ272292(NAD 83)
 BK1246_MARKER: DD = SURVEY DISK
 BK1246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1246_SP_SET: BLOCK
 BK1246_STAMPING: 40V58 1973
 BK1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1246
 BK1246  HISTORY     - Date     Condition        Report By
 BK1246  HISTORY     - 1973     MONUMENTED       LADTD
 BK1246  HISTORY     - 1974     GOOD             LADTD
 BK1246  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1246
 BK1246                          STATION DESCRIPTION
 BK1246
 BK1246'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1246'9.05 MI W FROM GLENMORA.
 BK1246'LOCATED ABOUT 9.05 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE
 BK1246'POST OFFICE AT GLENMORA.  1.0 MILES EAST OF B.M. 40V45.  0.65 MILES
 BK1246'WEST OF THE CALCASIEU BAPTIST CHURCH.  54 FEET NORTH OF THE CENTERLINE
 BK1246'OF LOUISIANA HIGHWAY 113.  82 FEET NORTHEAST OF THE CENTER OF A WOOD
 BK1246'CATTLE GAP.  62 FEET NORTHEAST OF A POWER POLE.  2 FEET NORTHEAST OF A
 BK1246'CORNER POST OF A COMBINATION MESH AND BARB WIRE FENCE. 1 FOOT NORTH OF
 BK1246'A BARB WIRE FENCE.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK
 BK1246'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1246'FOOT EAST OF THE MARK.
 BK1246
 BK1246                          STATION RECOVERY (1999)
 BK1246
 BK1246'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1247 ***********************************************************************
 BK1247  DESIGNATION -  40 V 59 LADTD
 BK1247  PID         -  BK1247
 BK1247  STATE/COUNTY-  LA/RAPIDES
 BK1247  USGS QUAD   -  PAWNEE (1972)
 BK1247
 BK1247                         *CURRENT SURVEY CONTROL
 BK1247  ___________________________________________________________________
 BK1247* NAD 83(1986)-  30 59 49.     (N)    092 42 01.     (W)     SCALED    
 BK1247* NAVD 88     -        49.22   (+/-2cm)     161.5    (feet)  VERTCON   
 BK1247  ___________________________________________________________________
 BK1247  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BK1247
 BK1247  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1247
 BK1247.The horizontal coordinates were scaled from a topographic map and have
 BK1247.an estimated accuracy of +/- 6 seconds.
 BK1247
 BK1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1247.The vertical order pertains to the NGVD 29 superseded value.
 BK1247
 BK1247.The geoid height was determined by GEOID03.
 BK1247
 BK1247;                    North         East    Units  Estimated Accuracy
 BK1247;SPC LA N     -    55,120.      980,870.      MT  (+/- 180 meters Scaled)
 BK1247
 BK1247                          SUPERSEDED SURVEY CONTROL
 BK1247
 BK1247  NGVD 29 (??/??/??)   49.216  (m)          161.47   (f) ADJUSTED    2 1
 BK1247
 BK1247.Superseded values are not recommended for survey control.
 BK1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1247.See file dsdata.txt to determine how the superseded data were derived.
 BK1247
 BK1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ286293(NAD 83)
 BK1247_MARKER: DD = SURVEY DISK
 BK1247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1247_SP_SET: BLOCK
 BK1247_STAMPING: 40V59 1973
 BK1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1247
 BK1247  HISTORY     - Date     Condition        Report By
 BK1247  HISTORY     - 1973     MONUMENTED       LADTD
 BK1247  HISTORY     - 1974     GOOD             LADTD
 BK1247  HISTORY     - 19990424 GOOD             USPSQD
 BK1247
 BK1247                          STATION DESCRIPTION
 BK1247
 BK1247'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1247'8.15 MI W FROM GLENMORA.
 BK1247'LOCATED ABOUT 8.15 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE
 BK1247'POST OFFICE AT GLENMORA.  0.90 MILES EAST OF B.M. 40V58.  2.85 MILES
 BK1247'WEST OF THE DAVIS CROSSING BAPTIST CHURCH.  0.25 MILES EAST OF THE
 BK1247'CALCASIEU BAPTIST CHURCH.  72 FEET SOUTH OF THE CENTERLINE OF
 BK1247'LOUISIANA HIGHWAY 113.  76 FEET WEST OF THE CENTER OF A METAL CATTLE
 BK1247'GAP IN DRIVEWAY LEADING TO THE RESIDENCE OF ROGER CLOUD.  30 FEET EAST
 BK1247'OF THE CENTER OF A DIRT ROAD LEADING SOUTH.  9 FEET EAST OF A
 BK1247'TELEPHONE POLE.  2 FEET EAST OF A COMBINATION MESH AND BARB WIRE
 BK1247'FENCE.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3 INCHES
 BK1247'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE
 BK1247'MARK.
 BK1247
 BK1247                          STATION RECOVERY (1999)
 BK1247
 BK1247'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0986 ***********************************************************************
 BX0986  DESIGNATION -  40 V 6 LADH
 BX0986  PID         -  BX0986
 BX0986  STATE/COUNTY-  LA/RAPIDES
 BX0986  USGS QUAD   -  LECOMPTE (1992)
 BX0986
 BX0986                         *CURRENT SURVEY CONTROL
 BX0986  ___________________________________________________________________
 BX0986* NAD 83(1986)-  31 03 37.     (N)    092 29 37.     (W)     SCALED    
 BX0986* NAVD 88     -        61.01   (+/-2cm)     200.2    (feet)  VERTCON   
 BX0986  ___________________________________________________________________
 BX0986  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX0986
 BX0986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0986
 BX0986.The horizontal coordinates were scaled from a topographic map and have
 BX0986.an estimated accuracy of +/- 6 seconds.
 BX0986
 BX0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0986.The vertical order pertains to the NGVD 29 superseded value.
 BX0986
 BX0986.The geoid height was determined by GEOID03.
 BX0986
 BX0986;                    North         East    Units  Estimated Accuracy
 BX0986;SPC LA N     -    62,120.    1,000,610.      MT  (+/- 180 meters Scaled)
 BX0986
 BX0986                          SUPERSEDED SURVEY CONTROL
 BX0986
 BX0986  NGVD 29 (??/??/??)   60.992  (m)          200.10   (f) ADJUSTED    2 0
 BX0986
 BX0986.Superseded values are not recommended for survey control.
 BX0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0986.See file dsdata.txt to determine how the superseded data were derived.
 BX0986
 BX0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ483363(NAD 83)
 BX0986_MARKER: DD = SURVEY DISK
 BX0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0986_SP_SET: FOOTING
 BX0986_STAMPING: 40V6 1968
 BX0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0986
 BX0986  HISTORY     - Date     Condition        Report By
 BX0986  HISTORY     - 1968     MONUMENTED       LADH
 BX0986  HISTORY     - 1979     GOOD             LADTD
 BX0986  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0986
 BX0986                          STATION DESCRIPTION
 BX0986
 BX0986'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BX0986'3.01 MI E FROM FOREST HILL.
 BX0986'ABOUT 3.01 MILES EAST ALONG LOUISIANA HIGHWAY 112 FROM THE HIGH SCHOOL
 BX0986'AT FOREST HILL IN RAPIDES PARISH.  250 FEET NORTH OF CENTRER LINE OF
 BX0986'LOUISIANA HIGHWAY 112.  AND SET IN FOOTING OF TENNESSEE GAS COMPANY
 BX0986'TOWER.  A STEEL WITNESS POST IS SET 3 FEET NORTH OF THE MARK. SECTION
 BX0986'17, T 1N, R 1 W.
 BX0986
 BX0986                          STATION RECOVERY (1979)
 BX0986
 BX0986'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0986'RECOVERED IN GOOD CONDITION.
 BX0986
 BX0986                          STATION RECOVERY (1999)
 BX0986
 BX0986'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1995 ***********************************************************************
 BK1995  DESIGNATION -  40 V 60 LADH RESET 1979
 BK1995  PID         -  BK1995
 BK1995  STATE/COUNTY-  LA/RAPIDES
 BK1995  USGS QUAD   -  PAWNEE (1972)
 BK1995
 BK1995                         *CURRENT SURVEY CONTROL
 BK1995  ___________________________________________________________________
 BK1995* NAD 83(1986)-  30 59 52.     (N)    092 39 51.     (W)     SCALED    
 BK1995* NAVD 88     -        39.60   (+/-2cm)     129.9    (feet)  VERTCON   
 BK1995  ___________________________________________________________________
 BK1995  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BK1995
 BK1995  VERT ORDER  -  THIRD (See Below)
 BK1995
 BK1995.The horizontal coordinates were scaled from a topographic map and have
 BK1995.an estimated accuracy of +/- 6 seconds.
 BK1995
 BK1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1995.The vertical order pertains to the NGVD 29 superseded value.
 BK1995
 BK1995.The geoid height was determined by GEOID03.
 BK1995
 BK1995;                    North         East    Units  Estimated Accuracy
 BK1995;SPC LA N     -    55,210.      984,320.      MT  (+/- 180 meters Scaled)
 BK1995
 BK1995                          SUPERSEDED SURVEY CONTROL
 BK1995
 BK1995  NGVD 29 (??/??/??)   39.59   (m)          129.9    (f) RESET       3  
 BK1995
 BK1995.Superseded values are not recommended for survey control.
 BK1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1995.See file dsdata.txt to determine how the superseded data were derived.
 BK1995
 BK1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ320294(NAD 83)
 BK1995_MARKER: DD = SURVEY DISK
 BK1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1995_STAMPING: 40 V 60 RESET 1979
 BK1995_PROJECTION: FLUSH
 BK1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1995+STABILITY: SURFACE MOTION
 BK1995
 BK1995  HISTORY     - Date     Condition        Report By
 BK1995  HISTORY     - 1979     MONUMENTED       LADH
 BK1995
 BK1995                          STATION DESCRIPTION
 BK1995
 BK1995'DESCRIBED BY LA DEPT OF HIGHWAYS 1979
 BK1995'7.0 MI WEST FROM GLENMORA.
 BK1995'7.0 MILES WEST ALONG STATE HIGHWAY 113 FROM THE POST OFFICE IN
 BK1995'GLENMORA, 1.7 MILES WEST OF THE DAVIS CROSSING BAPTIST CHURCH,
 BK1995'123.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY 113, 31.0 FEET
 BK1995'NORTHEAST OF AN 18-INCH OAK TREE, 19.0 FEET SOUTH-SOUTHWEST OF
 BK1995'A 24-INCH PINE TREE, 23.6 FEET NORTHWEST OF A 24-INCH PINE TREE,
 BK1995'AND 10.5 FEET NORTH OF A 24-INCH RED OAK TREE.
 BK1995'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1248 ***********************************************************************
 BK1248  DESIGNATION -  40 V 60 LADTD
 BK1248  PID         -  BK1248
 BK1248  STATE/COUNTY-  LA/RAPIDES
 BK1248  USGS QUAD   -  PAWNEE (1972)
 BK1248
 BK1248                         *CURRENT SURVEY CONTROL
 BK1248  ___________________________________________________________________
 BK1248* NAD 83(1986)-  30 59 52.     (N)    092 40 49.     (W)     SCALED    
 BK1248* NAVD 88     -        39.83   (+/-2cm)     130.7    (feet)  VERTCON   
 BK1248  ___________________________________________________________________
 BK1248  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BK1248
 BK1248  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1248
 BK1248.The horizontal coordinates were scaled from a topographic map and have
 BK1248.an estimated accuracy of +/- 6 seconds.
 BK1248
 BK1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1248.The vertical order pertains to the NGVD 29 superseded value.
 BK1248
 BK1248.The geoid height was determined by GEOID03.
 BK1248
 BK1248;                    North         East    Units  Estimated Accuracy
 BK1248;SPC LA N     -    55,210.      982,780.      MT  (+/- 180 meters Scaled)
 BK1248
 BK1248                          SUPERSEDED SURVEY CONTROL
 BK1248
 BK1248  NGVD 29 (??/??/??)   39.820  (m)          130.64   (f) ADJUSTED    2 1
 BK1248
 BK1248.Superseded values are not recommended for survey control.
 BK1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1248.See file dsdata.txt to determine how the superseded data were derived.
 BK1248
 BK1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ305294(NAD 83)
 BK1248_MARKER: DD = SURVEY DISK
 BK1248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1248_SP_SET: BLOCK
 BK1248_STAMPING: 40V60 1973
 BK1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1248
 BK1248  HISTORY     - Date     Condition        Report By
 BK1248  HISTORY     - 1973     MONUMENTED       LADTD
 BK1248  HISTORY     - 1974     GOOD             LADTD
 BK1248  HISTORY     - 19990424 GOOD             USPSQD
 BK1248
 BK1248                          STATION DESCRIPTION
 BK1248
 BK1248'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1248'7.00 MI W FROM GLENMORA.
 BK1248'LOCATED ABOUT 7.0 MILES WEST ALONG LOUISIANA HIGHWAY 110 FROM THE POST
 BK1248'OFFICE AT GLENMORA.  1.15 MILES EAST OF B.M. 40V59.  1.7 MILES WEST OF
 BK1248'THE DAVIS CROSSING BAPTIST CHURCH.  0.05 MILES WEST OF BRIDGE NO.
 BK1248'140.03.0306.1.  47 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BK1248'113.  116 FEET NORTHWEST OF MILE POST NO. 48.  23 FEET NORTHEAST OF A
 BK1248'BARB WIRE FENCE CORNER.  1.5 FEET NORTH OF A BARB WIRE FENCE. 15 FEET
 BK1248'WEST OF A BARB WIRE FENCE.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK
 BK1248'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1248'FOOT SOUTH OF THE MARK.
 BK1248
 BK1248                          STATION RECOVERY (1999)
 BK1248
 BK1248'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1217 ***********************************************************************
 BX1217  DESIGNATION -  40 V 61 LADH
 BX1217  PID         -  BX1217
 BX1217  STATE/COUNTY-  LA/RAPIDES
 BX1217  USGS QUAD   -  SIEPER (1978)
 BX1217
 BX1217                         *CURRENT SURVEY CONTROL
 BX1217  ___________________________________________________________________
 BX1217* NAD 83(1986)-  31 09 16.     (N)    092 45 31.     (W)     SCALED    
 BX1217* NAVD 88     -        59.37   (+/-2cm)     194.8    (feet)  VERTCON   
 BX1217  ___________________________________________________________________
 BX1217  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BX1217
 BX1217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1217
 BX1217.The horizontal coordinates were scaled from a topographic map and have
 BX1217.an estimated accuracy of +/- 6 seconds.
 BX1217
 BX1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1217.The vertical order pertains to the NGVD 29 superseded value.
 BX1217
 BX1217.The geoid height was determined by GEOID03.
 BX1217
 BX1217;                    North         East    Units  Estimated Accuracy
 BX1217;SPC LA N     -    72,590.      975,340.      MT  (+/- 180 meters Scaled)
 BX1217
 BX1217                          SUPERSEDED SURVEY CONTROL
 BX1217
 BX1217  NGVD 29 (??/??/??)   59.378  (m)          194.81   (f) ADJUSTED    2 0
 BX1217
 BX1217.Superseded values are not recommended for survey control.
 BX1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1217.See file dsdata.txt to determine how the superseded data were derived.
 BX1217
 BX1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ230467(NAD 83)
 BX1217_MARKER: DD = SURVEY DISK
 BX1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1217_STAMPING: 40V61 1968
 BX1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1217+STABILITY: SURFACE MOTION
 BX1217
 BX1217  HISTORY     - Date     Condition        Report By
 BX1217  HISTORY     - 1968     MONUMENTED       LADH
 BX1217  HISTORY     - 1969     GOOD             LADTD
 BX1217  HISTORY     - 19990424 GOOD             USPSQD
 BX1217
 BX1217                          STATION DESCRIPTION
 BX1217
 BX1217'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1217'1.1 MI N FROM HINESTON.
 BX1217'ABOUT 1.1 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1217'AT HINESTON.  0.90 MILE NORTH OF BENCH MARK TT9X 1934.  59 FEET WEST
 BX1217'OF CENTERLINE OF LOUISIANA HIGHWAY 28.  11 FEET SOUTH OF A 36 INCH RED
 BX1217'OAK TREE.  30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 BX1217'GARAGE.  128 FEET SOUTHWEST OF A POWER POLE ON WEST SIDE OF LOUISIANA
 BX1217'HIGHWAY 28.  128 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 BX1217'RESIDENCE OF JOHN T. GLASS SR.  DISK IN TOP OF CONCRETE POST
 BX1217'PROJECTING 3 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT WEST OF THE
 BX1217'MARK.
 BX1217
 BX1217                          STATION RECOVERY (1999)
 BX1217
 BX1217'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1218 ***********************************************************************
 BX1218  DESIGNATION -  40 V 62 LADH
 BX1218  PID         -  BX1218
 BX1218  STATE/COUNTY-  LA/RAPIDES
 BX1218  USGS QUAD   -  SIEPER (1978)
 BX1218
 BX1218                         *CURRENT SURVEY CONTROL
 BX1218  ___________________________________________________________________
 BX1218* NAD 83(1986)-  31 10 05.     (N)    092 45 09.     (W)     SCALED    
 BX1218* NAVD 88     -        67.17   (+/-2cm)     220.4    (feet)  VERTCON   
 BX1218  ___________________________________________________________________
 BX1218  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX1218
 BX1218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1218
 BX1218.The horizontal coordinates were scaled from a topographic map and have
 BX1218.an estimated accuracy of +/- 6 seconds.
 BX1218
 BX1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1218.The vertical order pertains to the NGVD 29 superseded value.
 BX1218
 BX1218.The geoid height was determined by GEOID03.
 BX1218
 BX1218;                    North         East    Units  Estimated Accuracy
 BX1218;SPC LA N     -    74,100.      975,930.      MT  (+/- 180 meters Scaled)
 BX1218
 BX1218                          SUPERSEDED SURVEY CONTROL
 BX1218
 BX1218  NGVD 29 (??/??/??)   67.182  (m)          220.41   (f) ADJUSTED    2 0
 BX1218
 BX1218.Superseded values are not recommended for survey control.
 BX1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1218.See file dsdata.txt to determine how the superseded data were derived.
 BX1218
 BX1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ235482(NAD 83)
 BX1218_MARKER: DD = SURVEY DISK
 BX1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1218_STAMPING: 40V62 1968
 BX1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1218+STABILITY: SURFACE MOTION
 BX1218
 BX1218  HISTORY     - Date     Condition        Report By
 BX1218  HISTORY     - 1968     MONUMENTED       LADH
 BX1218  HISTORY     - 1969     GOOD             LADTD
 BX1218  HISTORY     - 19990424 GOOD             USPSQD
 BX1218
 BX1218                          STATION DESCRIPTION
 BX1218
 BX1218'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1218'2.1 MI N FROM HINESTON.
 BX1218'ABOUT 2.1 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1218'AT HINESTON.  1.0 MILE NORTH OF BENCH MARK 40V61.  57 FEET NORTHWEST
 BX1218'OF THE CENTERLINE OF LOUISIANA HIGHWAY 28.  14 FEET SOUTHEAST OF A
 BX1218'BLAZED TWIN BLACK JACK OAK.  52 FEET SOUTHWEST OF A COMBINATION
 BX1218'TELEPHONE AND POWER POLE.  15 FEET NORTHWEST OF A BARB WIRE FENCE ON
 BX1218'WEST SIDE OF ROAD.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 4
 BX1218'INCHES.  A STEEL WITNESS POST IS SET 2 FEET EAST OF THE MARK.
 BX1218
 BX1218                          STATION RECOVERY (1999)
 BX1218
 BX1218'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1219 ***********************************************************************
 BX1219  DESIGNATION -  40 V 63 LADH
 BX1219  PID         -  BX1219
 BX1219  STATE/COUNTY-  LA/RAPIDES
 BX1219  USGS QUAD   -  ELMER (1971)
 BX1219
 BX1219                         *CURRENT SURVEY CONTROL
 BX1219  ___________________________________________________________________
 BX1219* NAD 83(1986)-  31 10 53.     (N)    092 44 43.     (W)     SCALED    
 BX1219* NAVD 88     -        71.02   (+/-2cm)     233.0    (feet)  VERTCON   
 BX1219  ___________________________________________________________________
 BX1219  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX1219
 BX1219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1219
 BX1219.The horizontal coordinates were scaled from a topographic map and have
 BX1219.an estimated accuracy of +/- 6 seconds.
 BX1219
 BX1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1219.The vertical order pertains to the NGVD 29 superseded value.
 BX1219
 BX1219.The geoid height was determined by GEOID03.
 BX1219
 BX1219;                    North         East    Units  Estimated Accuracy
 BX1219;SPC LA N     -    75,580.      976,620.      MT  (+/- 180 meters Scaled)
 BX1219
 BX1219                          SUPERSEDED SURVEY CONTROL
 BX1219
 BX1219  NGVD 29 (??/??/??)   71.030  (m)          233.04   (f) ADJUSTED    2 0
 BX1219
 BX1219.Superseded values are not recommended for survey control.
 BX1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1219.See file dsdata.txt to determine how the superseded data were derived.
 BX1219
 BX1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ242497(NAD 83)
 BX1219_MARKER: DD = SURVEY DISK
 BX1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1219_STAMPING: 40V63 1968
 BX1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1219+STABILITY: SURFACE MOTION
 BX1219
 BX1219  HISTORY     - Date     Condition        Report By
 BX1219  HISTORY     - 1968     MONUMENTED       LADH
 BX1219  HISTORY     - 1969     GOOD             LADTD
 BX1219  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1219
 BX1219                          STATION DESCRIPTION
 BX1219
 BX1219'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1219'3.1 MI N FROM HINESTON.
 BX1219'ABOUT 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1219'AT HINESTON.  56 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 28.
 BX1219'12 FEET EAST OF THE CORNER OF A BARB WIRE FENCE.  32 FEET NORTHEAST OF
 BX1219'TELEPHONE POLE NUMBER 57.  114 FEET NORTHEAST OF A POWER POLE WITH
 BX1219'TRANSFORMER.  91 FEET SOUTH OF THE SOUTH END OF A CONCRETE PIPE UNDER
 BX1219'THE DRIVEWAY TO E. D. JOHNSON RESIDENCE.  17 FEET SOUTHWEST OF A 12
 BX1219'INCH BLACK JACK OAK TREE.  DISK IN THE TOP OF A CONCRETE POST
 BX1219'PROJECTING 3 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE
 BX1219'MARKER.
 BX1219
 BX1219                          STATION RECOVERY (1999)
 BX1219
 BX1219'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1220 ***********************************************************************
 BX1220  DESIGNATION -  40 V 64 LADH
 BX1220  PID         -  BX1220
 BX1220  STATE/COUNTY-  LA/RAPIDES
 BX1220  USGS QUAD   -  ELMER (1971)
 BX1220
 BX1220                         *CURRENT SURVEY CONTROL
 BX1220  ___________________________________________________________________
 BX1220* NAD 83(1986)-  31 11 16.     (N)    092 44 33.     (W)     SCALED    
 BX1220* NAVD 88     -        78.16   (+/-2cm)     256.4    (feet)  VERTCON   
 BX1220  ___________________________________________________________________
 BX1220  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX1220
 BX1220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1220
 BX1220.The horizontal coordinates were scaled from a topographic map and have
 BX1220.an estimated accuracy of +/- 6 seconds.
 BX1220
 BX1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1220.The vertical order pertains to the NGVD 29 superseded value.
 BX1220
 BX1220.The geoid height was determined by GEOID03.
 BX1220
 BX1220;                    North         East    Units  Estimated Accuracy
 BX1220;SPC LA N     -    76,290.      976,890.      MT  (+/- 180 meters Scaled)
 BX1220
 BX1220                          SUPERSEDED SURVEY CONTROL
 BX1220
 BX1220  NGVD 29 (??/??/??)   78.162  (m)          256.44   (f) ADJUSTED    2 0
 BX1220
 BX1220.Superseded values are not recommended for survey control.
 BX1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1220.See file dsdata.txt to determine how the superseded data were derived.
 BX1220
 BX1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ245504(NAD 83)
 BX1220_MARKER: DD = SURVEY DISK
 BX1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1220_STAMPING: 40V64 1968
 BX1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1220+STABILITY: SURFACE MOTION
 BX1220
 BX1220  HISTORY     - Date     Condition        Report By
 BX1220  HISTORY     - 1968     MONUMENTED       LADH
 BX1220  HISTORY     - 1969     GOOD             LADTD
 BX1220  HISTORY     - 19990424 GOOD             USPSQD
 BX1220
 BX1220                          STATION DESCRIPTION
 BX1220
 BX1220'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1220'3.55 MI N FROM HINESTON.
 BX1220'ABOUT 3.55 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1220'AT HINESTON.  0.45 MILE NORTH OF BENCH MARK 40V63.  118 FEET SOUTH OF
 BX1220'THE CENTERLINE OF LOUISIANA HIGHWAY 28.  2 FEET WEST OF THE SOUTHEAST
 BX1220'CORNER OF A YARD FENCE.  128 FEET SOUTH OF THE CENTERLINE OF LOUISIANA
 BX1220'HIGHWAY 465.  70 FEET EAST OF A WATER WELL WITH ELECTRIC PUMP. 38 FEET
 BX1220'SOUTHEAST OF SOUTHEAST CORNER OF A FRAME HOUSE BELONGING TO MR.
 BX1220'JOHNSON.  DISK IN TOP OF CONCRETE POST FLUSH WITH GROUND. A STEEL
 BX1220'WITNESS POST IS SET 2 FEET WEST OF THE MARK.
 BX1220
 BX1220                          STATION RECOVERY (1999)
 BX1220
 BX1220'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1994 ***********************************************************************
 BK1994  DESIGNATION -  40 V 65 LADH RESET 1979
 BK1994  PID         -  BK1994
 BK1994  STATE/COUNTY-  LA/RAPIDES
 BK1994  USGS QUAD   -  PAWNEE (1972)
 BK1994
 BK1994                         *CURRENT SURVEY CONTROL
 BK1994  ___________________________________________________________________
 BK1994* NAD 83(1986)-  30 59 43.     (N)    092 39 51.     (W)     SCALED    
 BK1994* NAVD 88     -        38.77   (+/-2cm)     127.2    (feet)  VERTCON   
 BK1994  ___________________________________________________________________
 BK1994  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BK1994
 BK1994  VERT ORDER  -  THIRD (See Below)
 BK1994
 BK1994.The horizontal coordinates were scaled from a topographic map and have
 BK1994.an estimated accuracy of +/- 6 seconds.
 BK1994
 BK1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1994.The vertical order pertains to the NGVD 29 superseded value.
 BK1994
 BK1994.The geoid height was determined by GEOID03.
 BK1994
 BK1994;                    North         East    Units  Estimated Accuracy
 BK1994;SPC LA N     -    54,930.      984,320.      MT  (+/- 180 meters Scaled)
 BK1994
 BK1994                          SUPERSEDED SURVEY CONTROL
 BK1994
 BK1994  NGVD 29 (??/??/??)   38.76   (m)          127.2    (f) RESET       3  
 BK1994
 BK1994.Superseded values are not recommended for survey control.
 BK1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1994.See file dsdata.txt to determine how the superseded data were derived.
 BK1994
 BK1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ320291(NAD 83)
 BK1994_MARKER: DD = SURVEY DISK
 BK1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1994_STAMPING: 40 V 65 RESET 1979
 BK1994_PROJECTION: FLUSH
 BK1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1994+STABILITY: SURFACE MOTION
 BK1994
 BK1994  HISTORY     - Date     Condition        Report By
 BK1994  HISTORY     - 1979     MONUMENTED       LADH
 BK1994
 BK1994                          STATION DESCRIPTION
 BK1994
 BK1994'DESCRIBED BY LA DEPT OF HIGHWAYS 1979
 BK1994'5.95 MI WEST FROM GLENMORA.
 BK1994'5.95 MILES WEST ALONG STATE HIGHWAY 113 FROM THE POST OFFICE IN
 BK1994'GLENMORA, 0.75 MILE WEST OF THE PAVIS CROSSING CHURCH, 220.0 FET
 BK1994'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE ON HIGHWAY 113,
 BK1994'71.0 FEET SOUTH OF THE CENTER OF HIGHWAY 113, 22.5 FEET SOUTHWEST
 BK1994'OF AN 8-INCH PINE TREE, 18. 0 FEET WEST OF A 10-INCH SWEET GUM
 BK1994'TREE, AND 14.0 FEET SOUTHEAST OF A 24-INCH PINE TREE.
 BK1994'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1249 ***********************************************************************
 BK1249  DESIGNATION -  40 V 65 LADTD
 BK1249  PID         -  BK1249
 BK1249  STATE/COUNTY-  LA/RAPIDES
 BK1249  USGS QUAD   -  PAWNEE (1972)
 BK1249
 BK1249                         *CURRENT SURVEY CONTROL
 BK1249  ___________________________________________________________________
 BK1249* NAD 83(1986)-  30 59 43.     (N)    092 39 51.     (W)     SCALED    
 BK1249* NAVD 88     -        39.08   (+/-2cm)     128.2    (feet)  VERTCON   
 BK1249  ___________________________________________________________________
 BK1249  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BK1249
 BK1249  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1249
 BK1249.The horizontal coordinates were scaled from a topographic map and have
 BK1249.an estimated accuracy of +/- 6 seconds.
 BK1249
 BK1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1249.The vertical order pertains to the NGVD 29 superseded value.
 BK1249
 BK1249.The geoid height was determined by GEOID03.
 BK1249
 BK1249;                    North         East    Units  Estimated Accuracy
 BK1249;SPC LA N     -    54,930.      984,320.      MT  (+/- 180 meters Scaled)
 BK1249
 BK1249                          SUPERSEDED SURVEY CONTROL
 BK1249
 BK1249  NGVD 29 (??/??/??)   39.074  (m)          128.20   (f) ADJUSTED    2 1
 BK1249
 BK1249.Superseded values are not recommended for survey control.
 BK1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1249.See file dsdata.txt to determine how the superseded data were derived.
 BK1249
 BK1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ320291(NAD 83)
 BK1249_MARKER: DD = SURVEY DISK
 BK1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1249_SP_SET: BLOCK
 BK1249_STAMPING: 40V65 1973
 BK1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1249
 BK1249  HISTORY     - Date     Condition        Report By
 BK1249  HISTORY     - 1973     MONUMENTED       LADTD
 BK1249  HISTORY     - 1974     GOOD             LADTD
 BK1249  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1249
 BK1249                          STATION DESCRIPTION
 BK1249
 BK1249'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1249'5.95 MI W FROM GLENMORA.
 BK1249'LOCATED ABOUT 5.95 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE
 BK1249'POST OFFICE AT GLENMORA.  1.05 MILES EAST OF B.M. 40V60.  0.75 MILES
 BK1249'WEST OF THE DAVIS CROSSING BAPTIST CHURCH.  49 FEET NORTH OF THE
 BK1249'CENTERLINE OF LOUISIANA HIGHWAY 113.  162 FEET NORTHEAST OF THE
 BK1249'SOUTHWEST END OF BRIDGE NO. 140.03.0398.1.  17 FEET NORTH OF A POWER
 BK1249'POLE AND BARB WIRE FENCE.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK
 BK1249'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1249'FOOT SOUTH OF THE MARK.
 BK1249
 BK1249                          STATION RECOVERY (1999)
 BK1249
 BK1249'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1250 ***********************************************************************
 BK1250  DESIGNATION -  40 V 66 LADTD
 BK1250  PID         -  BK1250
 BK1250  STATE/COUNTY-  LA/RAPIDES
 BK1250  USGS QUAD   -  PAWNEE (1972)
 BK1250
 BK1250                         *CURRENT SURVEY CONTROL
 BK1250  ___________________________________________________________________
 BK1250* NAD 83(1986)-  30 59 40.     (N)    092 38 55.     (W)     SCALED    
 BK1250* NAVD 88     -        52.40   (+/-2cm)     171.9    (feet)  VERTCON   
 BK1250  ___________________________________________________________________
 BK1250  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BK1250
 BK1250  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1250
 BK1250.The horizontal coordinates were scaled from a topographic map and have
 BK1250.an estimated accuracy of +/- 6 seconds.
 BK1250
 BK1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1250.The vertical order pertains to the NGVD 29 superseded value.
 BK1250
 BK1250.The geoid height was determined by GEOID03.
 BK1250
 BK1250;                    North         East    Units  Estimated Accuracy
 BK1250;SPC LA N     -    54,830.      985,810.      MT  (+/- 180 meters Scaled)
 BK1250
 BK1250                          SUPERSEDED SURVEY CONTROL
 BK1250
 BK1250  NGVD 29 (??/??/??)   52.390  (m)          171.88   (f) ADJUSTED    2 1
 BK1250
 BK1250.Superseded values are not recommended for survey control.
 BK1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1250.See file dsdata.txt to determine how the superseded data were derived.
 BK1250
 BK1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ335290(NAD 83)
 BK1250_MARKER: DD = SURVEY DISK
 BK1250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1250_SP_SET: BLOCK
 BK1250_STAMPING: 40V66 1973
 BK1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1250
 BK1250  HISTORY     - Date     Condition        Report By
 BK1250  HISTORY     - 1973     MONUMENTED       LADTD
 BK1250  HISTORY     - 1974     GOOD             LADTD
 BK1250  HISTORY     - 19990424 GOOD             USPSQD
 BK1250
 BK1250                          STATION DESCRIPTION
 BK1250
 BK1250'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1250'5.0 MI W FROM GLENMORA.
 BK1250'LOCATED ABOUT 5.0 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE POST
 BK1250'OFFICE AT GLENMORA.  0.95 MILES EAST OF B.M. 40V65.  115 FEET SOUTH OF
 BK1250'A CYCLONE FENCE AROUND A BRICK HOUSE.  42 FEET SOUTH OF THE CENTERLINE
 BK1250'OF LOUISIANA HIGHWAY 113.  88 FEET SOUTHEAST OF A 30 INCH PIN OAK
 BK1250'TREE.  11 FEET SOUTH OF A BARB WIRE FENCE.  23 FEET EAST OF A 12 INCH
 BK1250'PINE TREE.  0.2 MILES EAST OF THE DAVIS CROSSING BAPTIST CHURCH. SET
 BK1250'IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE
 BK1250'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BK1250
 BK1250                          STATION RECOVERY (1999)
 BK1250
 BK1250'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1251 ***********************************************************************
 BK1251  DESIGNATION -  40 V 67 LADTD
 BK1251  PID         -  BK1251
 BK1251  STATE/COUNTY-  LA/RAPIDES
 BK1251  USGS QUAD   -  PAWNEE (1972)
 BK1251
 BK1251                         *CURRENT SURVEY CONTROL
 BK1251  ___________________________________________________________________
 BK1251* NAD 83(1986)-  30 59 41.     (N)    092 37 55.     (W)     SCALED    
 BK1251* NAVD 88     -        51.80   (+/-2cm)     169.9    (feet)  VERTCON   
 BK1251  ___________________________________________________________________
 BK1251  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BK1251
 BK1251  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1251
 BK1251.The horizontal coordinates were scaled from a topographic map and have
 BK1251.an estimated accuracy of +/- 6 seconds.
 BK1251
 BK1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1251.The vertical order pertains to the NGVD 29 superseded value.
 BK1251
 BK1251.The geoid height was determined by GEOID03.
 BK1251
 BK1251;                    North         East    Units  Estimated Accuracy
 BK1251;SPC LA N     -    54,860.      987,400.      MT  (+/- 180 meters Scaled)
 BK1251
 BK1251                          SUPERSEDED SURVEY CONTROL
 BK1251
 BK1251  NGVD 29 (??/??/??)   51.788  (m)          169.91   (f) ADJUSTED    2 1
 BK1251
 BK1251.Superseded values are not recommended for survey control.
 BK1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1251.See file dsdata.txt to determine how the superseded data were derived.
 BK1251
 BK1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ351290(NAD 83)
 BK1251_MARKER: DD = SURVEY DISK
 BK1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1251_SP_SET: CONCRETE BLOCK
 BK1251_STAMPING: 40V67 1973
 BK1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1251
 BK1251  HISTORY     - Date     Condition        Report By
 BK1251  HISTORY     - 1973     MONUMENTED       LADTD
 BK1251  HISTORY     - 1974     GOOD             LADTD
 BK1251  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1251
 BK1251                          STATION DESCRIPTION
 BK1251
 BK1251'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1251'4.0 MI W FROM GLENMORA.
 BK1251'LOCATED ABOUT 4.0 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE POST
 BK1251'OFFICE AT GLENMORA.  1.0 MILES EAST OF B.M. 40V66.  63 FEET SOUTH OF
 BK1251'THE CENTERLINE OF LOUISIANA HIGHWAY 113.  49 FEET SOUTHEAST OF THE
 BK1251'EAST END OF A 18 INCH CONCRETE SIDE DRAIN UNDER DRIVEWAY LEADING TO
 BK1251'THE RESIDENCE OF COTTON ROLLINS.  41 FEET SOUTHWEST OF A COMBINATION
 BK1251'TELEPHONE AND POWER POLE.  18 FEET SOUTH OF COMBINATION MESH AND BARB
 BK1251'WIRE FENCE CORNER POST.  10 FEET EAST OF THE CENTER OF A ROW OF PINE
 BK1251'TREES.  1 FOOT WEST OF A COMBINATION MESH AND BARB WIRE FENCE. SET IN
 BK1251'THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE
 BK1251'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BK1251
 BK1251                          STATION RECOVERY (1999)
 BK1251
 BK1251'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1252 ***********************************************************************
 BK1252  DESIGNATION -  40 V 68 LADTD
 BK1252  PID         -  BK1252
 BK1252  STATE/COUNTY-  LA/RAPIDES
 BK1252  USGS QUAD   -  GLENMORA (1972)
 BK1252
 BK1252                         *CURRENT SURVEY CONTROL
 BK1252  ___________________________________________________________________
 BK1252* NAD 83(1986)-  30 59 41.     (N)    092 37 00.     (W)     SCALED    
 BK1252* NAVD 88     -        53.44   (+/-2cm)     175.3    (feet)  VERTCON   
 BK1252  ___________________________________________________________________
 BK1252  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BK1252
 BK1252  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1252
 BK1252.The horizontal coordinates were scaled from a topographic map and have
 BK1252.an estimated accuracy of +/- 6 seconds.
 BK1252
 BK1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1252.The vertical order pertains to the NGVD 29 superseded value.
 BK1252
 BK1252.The geoid height was determined by GEOID03.
 BK1252
 BK1252;                    North         East    Units  Estimated Accuracy
 BK1252;SPC LA N     -    54,860.      988,860.      MT  (+/- 180 meters Scaled)
 BK1252
 BK1252                          SUPERSEDED SURVEY CONTROL
 BK1252
 BK1252  NGVD 29 (??/??/??)   53.419  (m)          175.26   (f) ADJUSTED    2 1
 BK1252
 BK1252.Superseded values are not recommended for survey control.
 BK1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1252.See file dsdata.txt to determine how the superseded data were derived.
 BK1252
 BK1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ365290(NAD 83)
 BK1252_MARKER: DD = SURVEY DISK
 BK1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1252_SP_SET: BLOCK
 BK1252_STAMPING: 40V68 1973
 BK1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1252
 BK1252  HISTORY     - Date     Condition        Report By
 BK1252  HISTORY     - 1973     MONUMENTED       LADTD
 BK1252  HISTORY     - 1974     GOOD             LADTD
 BK1252  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1252
 BK1252                          STATION DESCRIPTION
 BK1252
 BK1252'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1252'3.10 MI W FROM GLENMORA.
 BK1252'LOCATED ABOUT 3.10 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE
 BK1252'POST OFFICE AT GLENMORA.  0.90 MILES EAST OF B.M. 40V67.  73 FEET
 BK1252'SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 113.  85 FEET SOUTHEAST
 BK1252'OF A FENCE CORNER.  44 FEET SOUTH OF COMBINATION POWER AND TELEPHONE
 BK1252'POLE.  38 FEET SOUTH OF COMBINATION MESH AND BARB WIRE FENCE CORNER. 4
 BK1252'FEET NORTH OF A 12 INCH SYCMORE TREE.  1 FOOT WEST OF COMBINATION MESH
 BK1252'AND BARB WIRE FENCE.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK
 BK1252'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1252'FOOT NORTH OF THE MARK.
 BK1252
 BK1252                          STATION RECOVERY (1999)
 BK1252
 BK1252'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1253 ***********************************************************************
 BK1253  DESIGNATION -  40 V 69 LADTD
 BK1253  PID         -  BK1253
 BK1253  STATE/COUNTY-  LA/RAPIDES
 BK1253  USGS QUAD   -  GLENMORA (1972)
 BK1253
 BK1253                         *CURRENT SURVEY CONTROL
 BK1253  ___________________________________________________________________
 BK1253* NAD 83(1986)-  30 59 39.     (N)    092 36 05.     (W)     SCALED    
 BK1253* NAVD 88     -        44.60   (+/-2cm)     146.3    (feet)  VERTCON   
 BK1253  ___________________________________________________________________
 BK1253  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BK1253
 BK1253  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1253
 BK1253.The horizontal coordinates were scaled from a topographic map and have
 BK1253.an estimated accuracy of +/- 6 seconds.
 BK1253
 BK1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1253.The vertical order pertains to the NGVD 29 superseded value.
 BK1253
 BK1253.The geoid height was determined by GEOID03.
 BK1253
 BK1253;                    North         East    Units  Estimated Accuracy
 BK1253;SPC LA N     -    54,800.      990,320.      MT  (+/- 180 meters Scaled)
 BK1253
 BK1253                          SUPERSEDED SURVEY CONTROL
 BK1253
 BK1253  NGVD 29 (??/??/??)   44.582  (m)          146.27   (f) ADJUSTED    2 1
 BK1253
 BK1253.Superseded values are not recommended for survey control.
 BK1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1253.See file dsdata.txt to determine how the superseded data were derived.
 BK1253
 BK1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ380290(NAD 83)
 BK1253_MARKER: DD = SURVEY DISK
 BK1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1253_SP_SET: BLOCK
 BK1253_STAMPING: 40V69 1973
 BK1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1253
 BK1253  HISTORY     - Date     Condition        Report By
 BK1253  HISTORY     - 1973     MONUMENTED       LADTD
 BK1253  HISTORY     - 1974     GOOD             LADTD
 BK1253  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1253
 BK1253                          STATION DESCRIPTION
 BK1253
 BK1253'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1253'2.15 MI W FROM GLENMORA.
 BK1253'LOCATED ABOUT 2.15 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE
 BK1253'POST OFFICE AT GLENMORA.  0.95 MILES EAST OF B.M. 40V68.  38 FEET
 BK1253'SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 113.  76 FEET SOUTHEAST
 BK1253'OF THE INTERSECTION OF LOUISIANA HIGHWAY 113 AND GRAVEL ROAD LEADING
 BK1253'NORTHEAST.  105 FEET EAST OF THE SOUTHWEST CORNER OF A DOUBLE BARREL
 BK1253'36 INCH CONCRETE BOX CULVERT UNDER LOUISIANA HIGHWAY 113.  5 FEET
 BK1253'NORTH OF COMBINATION MESH AND BARB WIRE FENCE.  5 FEET NORTHEAST OF A
 BK1253'16 INCH PINE TREE.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK
 BK1253'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1253'FOOT NORTH OF THE MARK.
 BK1253
 BK1253                          STATION RECOVERY (1999)
 BK1253
 BK1253'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1203 ***********************************************************************
 BX1203  DESIGNATION -  40 V 7 LADH
 BX1203  PID         -  BX1203
 BX1203  STATE/COUNTY-  LA/RAPIDES
 BX1203  USGS QUAD   -  FOREST HILL (1993)
 BX1203
 BX1203                         *CURRENT SURVEY CONTROL
 BX1203  ___________________________________________________________________
 BX1203* NAD 83(1986)-  31 03 38.     (N)    092 30 31.     (W)     SCALED    
 BX1203* NAVD 88     -        50.36   (+/-2cm)     165.2    (feet)  VERTCON   
 BX1203  ___________________________________________________________________
 BX1203  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BX1203
 BX1203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1203
 BX1203.The horizontal coordinates were scaled from a topographic map and have
 BX1203.an estimated accuracy of +/- 6 seconds.
 BX1203
 BX1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1203.The vertical order pertains to the NGVD 29 superseded value.
 BX1203
 BX1203.The geoid height was determined by GEOID03.
 BX1203
 BX1203;                    North         East    Units  Estimated Accuracy
 BX1203;SPC LA N     -    62,150.      999,180.      MT  (+/- 180 meters Scaled)
 BX1203
 BX1203                          SUPERSEDED SURVEY CONTROL
 BX1203
 BX1203  NGVD 29 (??/??/??)   50.337  (m)          165.15   (f) ADJUSTED    2 0
 BX1203
 BX1203.Superseded values are not recommended for survey control.
 BX1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1203.See file dsdata.txt to determine how the superseded data were derived.
 BX1203
 BX1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ468364(NAD 83)
 BX1203_MARKER: DD = SURVEY DISK
 BX1203_SETTING: 0 = UNSPECIFIED SETTING
 BX1203_STAMPING: 40V7 1968
 BX1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1203
 BX1203  HISTORY     - Date     Condition        Report By
 BX1203  HISTORY     - 1968     MONUMENTED       LADH
 BX1203  HISTORY     - 1979     GOOD             LADTD
 BX1203  HISTORY     - 19990424 GOOD             USPSQD
 BX1203
 BX1203                          STATION DESCRIPTION
 BX1203
 BX1203'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BX1203'2.01 MI E FROM FOREST HILL.
 BX1203'ABOUT 2.01 MILES EAST ALONG LOUISIANA HIGHWAY 112 FROM THE HIGH SCHOOL
 BX1203'OF FOREST HILL IN RAPIDES PARISH.  80 FEET NORTH OF CENTER LINE OF
 BX1203'LOUISIANA HIGHWAY 112.  150 FEET SOUTH OF ENTRANCE TO HAROLD POOLE
 BX1203'NURSERY.  25 FEET NORTHEAST OF A 24 INCH HICKORY TREE.  55 FEET
 BX1203'NORTHEAST OF CENTER OF STEEL CATTLE GUARD.  32 FEET EAST OF CENTER OF
 BX1203'GRAVEL ROAD LEADING NORTH.  AND 103 FEET SOUTHWEST OF SOUTHWEST CORNER
 BX1203'OF FRAME BUILDING.  A STEEL WITNESS POST IS SET 2 FEET WEST OF THE
 BX1203'MARK.  SECTION 18, T 1N, R 1W.
 BX1203
 BX1203                          STATION RECOVERY (1979)
 BX1203
 BX1203'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX1203'THE MARK WAS FOUND TO BE IN GOOD CONDITION. A NEW DESCRIPTION
 BX1203'FOLLOWS--THE STATION IS ABOUT 2.01 MILES EAST ALONG STATE HIGHWAY 112
 BX1203'FROM THE HIGH SCHOOL IN FOREST HILL. 80 FEET NORTH OF THE CENTER OF
 BX1203'STATE HIGHWAY 112, 150 FEET SOUTH OF THE ENTRANCE TO THE HAROLD POOLE
 BX1203'NURSERY, 25 FEET NORTHEAST OF A 24 INCH HICKORY TREE, 55 FEET
 BX1203'NORTHEAST OF A CONCRETE CULVERT, 32 FEET EAST OF THE CENTER OF A
 BX1203'BLACK TOP ROAD LEADING NORTH AND 103 FEET SOUTHWEST OF THE SOUTHWEST
 BX1203'COENER OF A FRAME HOUSE.
 BX1203
 BX1203                          STATION RECOVERY (1999)
 BX1203
 BX1203'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1254 ***********************************************************************
 BK1254  DESIGNATION -  40 V 70 LADTD
 BK1254  PID         -  BK1254
 BK1254  STATE/COUNTY-  LA/RAPIDES
 BK1254  USGS QUAD   -  GLENMORA (1972)
 BK1254
 BK1254                         *CURRENT SURVEY CONTROL
 BK1254  ___________________________________________________________________
 BK1254* NAD 83(1986)-  30 58 53.     (N)    092 35 52.     (W)     SCALED    
 BK1254* NAVD 88     -        42.42   (+/-2cm)     139.2    (feet)  VERTCON   
 BK1254  ___________________________________________________________________
 BK1254  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BK1254
 BK1254  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1254
 BK1254.The horizontal coordinates were scaled from a topographic map and have
 BK1254.an estimated accuracy of +/- 6 seconds.
 BK1254
 BK1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1254.The vertical order pertains to the NGVD 29 superseded value.
 BK1254
 BK1254.The geoid height was determined by GEOID03.
 BK1254
 BK1254;                    North         East    Units  Estimated Accuracy
 BK1254;SPC LA N     -    53,380.      990,660.      MT  (+/- 180 meters Scaled)
 BK1254
 BK1254                          SUPERSEDED SURVEY CONTROL
 BK1254
 BK1254  NGVD 29 (??/??/??)   42.397  (m)          139.10   (f) ADJUSTED    2 1
 BK1254
 BK1254.Superseded values are not recommended for survey control.
 BK1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1254.See file dsdata.txt to determine how the superseded data were derived.
 BK1254
 BK1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ384276(NAD 83)
 BK1254_MARKER: DD = SURVEY DISK
 BK1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1254_SP_SET: BLOCK
 BK1254_STAMPING: 40V70 1973
 BK1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1254
 BK1254  HISTORY     - Date     Condition        Report By
 BK1254  HISTORY     - 1973     MONUMENTED       LADTD
 BK1254  HISTORY     - 1974     GOOD             LADTD
 BK1254  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1254
 BK1254                          STATION DESCRIPTION
 BK1254
 BK1254'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1254'1.15 MI W FROM GLENMORA.
 BK1254'LOCATED ABOUT 1.15 MILES WEST ALONG LOUISIANA HIGHWAY 113 FROM THE
 BK1254'POST OFFICE AT GLENMORA.  1.0 MILES EAST OF B.M. 40V69.  36 FEET EAST
 BK1254'OF THE CENTERLINE OF LOUISIANA HIGHWAY 113.  211 FEET SOUTH OF THE
 BK1254'EAST END OF A DOUBLE BARREL 24 INCH CROSSDRAIN CONCRETE PIPE UNDER
 BK1254'LOUISIANA HIGHWAY 113.  4 FEET EAST OF A BARB WIRE FENCE.  SET IN THE
 BK1254'TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND. A
 BK1254'STEEL WITNESS POST IS SET 1 FOOT WEST OF THE MARK.
 BK1254
 BK1254                          STATION RECOVERY (1999)
 BK1254
 BK1254'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1221 ***********************************************************************
 BX1221  DESIGNATION -  40 V 71 LADH
 BX1221  PID         -  BX1221
 BX1221  STATE/COUNTY-  LA/RAPIDES
 BX1221  USGS QUAD   -  ELMER (1971)
 BX1221
 BX1221                         *CURRENT SURVEY CONTROL
 BX1221  ___________________________________________________________________
 BX1221* NAD 83(1986)-  31 12 03.     (N)    092 44 07.     (W)     SCALED    
 BX1221* NAVD 88     -        74.72   (+/-2cm)     245.1    (feet)  VERTCON   
 BX1221  ___________________________________________________________________
 BX1221  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX1221
 BX1221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1221
 BX1221.The horizontal coordinates were scaled from a topographic map and have
 BX1221.an estimated accuracy of +/- 6 seconds.
 BX1221
 BX1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1221.The vertical order pertains to the NGVD 29 superseded value.
 BX1221
 BX1221.The geoid height was determined by GEOID03.
 BX1221
 BX1221;                    North         East    Units  Estimated Accuracy
 BX1221;SPC LA N     -    77,730.      977,580.      MT  (+/- 180 meters Scaled)
 BX1221
 BX1221                          SUPERSEDED SURVEY CONTROL
 BX1221
 BX1221  NGVD 29 (??/??/??)   74.723  (m)          245.15   (f) ADJUSTED    2 0
 BX1221
 BX1221.Superseded values are not recommended for survey control.
 BX1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1221.See file dsdata.txt to determine how the superseded data were derived.
 BX1221
 BX1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ252518(NAD 83)
 BX1221_MARKER: DD = SURVEY DISK
 BX1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1221_STAMPING: 40V71 1968
 BX1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1221+STABILITY: SURFACE MOTION
 BX1221
 BX1221  HISTORY     - Date     Condition        Report By
 BX1221  HISTORY     - 1968     MONUMENTED       LADH
 BX1221  HISTORY     - 1969     GOOD             LADTD
 BX1221  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1221
 BX1221                          STATION DESCRIPTION
 BX1221
 BX1221'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1221'1.0 MI S FROM OTIS.
 BX1221'ABOUT 4.55 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1221'AT HINESTON.  1.0 MILE SOUTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST
 BX1221'OFFICE AT OTIS.  61 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BX1221'28.  92 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST. 142
 BX1221'FEET NORTHWEST OF THE SOUTHWEST CORNER OF O. C. DYCES RESIDENCE. 9.5
 BX1221'FEET NORTH OF A 17 INCH RED OAK TREE.  37 FEET NORTH OF CENTER OF
 BX1221'GRAVEL DRIVEWAY.  36 FEET EAST OF EAST END OF CONCRETE PIPE. 30 FEET
 BX1221'EAST OF A COMBINATION TELEPHONE AND POWER POLE WITH TRANSFORMER. DISK
 BX1221'IN THE TOP OF CONCRETE POST PROJECTING 4 INCHES. A STEEL WITNESS POST
 BX1221'IS SET 8.5 FEET SOUTH OF THE MARK.
 BX1221
 BX1221                          STATION RECOVERY (1999)
 BX1221
 BX1221'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1222 ***********************************************************************
 BX1222  DESIGNATION -  40 V 72 LADH
 BX1222  PID         -  BX1222
 BX1222  STATE/COUNTY-  LA/RAPIDES
 BX1222  USGS QUAD   -  ELMER (1971)
 BX1222
 BX1222                         *CURRENT SURVEY CONTROL
 BX1222  ___________________________________________________________________
 BX1222* NAD 83(1986)-  31 12 54.     (N)    092 43 42.     (W)     SCALED    
 BX1222* NAVD 88     -        71.77   (+/-2cm)     235.5    (feet)  VERTCON   
 BX1222  ___________________________________________________________________
 BX1222  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX1222
 BX1222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1222
 BX1222.The horizontal coordinates were scaled from a topographic map and have
 BX1222.an estimated accuracy of +/- 6 seconds.
 BX1222
 BX1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1222.The vertical order pertains to the NGVD 29 superseded value.
 BX1222
 BX1222.The geoid height was determined by GEOID03.
 BX1222
 BX1222;                    North         East    Units  Estimated Accuracy
 BX1222;SPC LA N     -    79,300.      978,240.      MT  (+/- 180 meters Scaled)
 BX1222
 BX1222                          SUPERSEDED SURVEY CONTROL
 BX1222
 BX1222  NGVD 29 (??/??/??)   71.771  (m)          235.47   (f) ADJUSTED    2 0
 BX1222
 BX1222.Superseded values are not recommended for survey control.
 BX1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1222.See file dsdata.txt to determine how the superseded data were derived.
 BX1222
 BX1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ258534(NAD 83)
 BX1222_MARKER: DD = SURVEY DISK
 BX1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1222_STAMPING: 40V72 1968
 BX1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1222+STABILITY: SURFACE MOTION
 BX1222
 BX1222  HISTORY     - Date     Condition        Report By
 BX1222  HISTORY     - 1968     MONUMENTED       LADH
 BX1222  HISTORY     - 1969     GOOD             LADTD
 BX1222  HISTORY     - 19990424 GOOD             USPSQD
 BX1222
 BX1222                          STATION DESCRIPTION
 BX1222
 BX1222'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1222'IN OTIS.
 BX1222'ABOUT 5.6 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1222'AT HINESTON.  2.05 MILES NORTH OF THE JUNCTION OF LOUISIANA HIGHWAYS
 BX1222'28 AND 465.  73 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 28.
 BX1222'31 FEET SOUTH OF A 22 INCH PECAN TREE.  74 FEET SOUTHWEST OF A POWER
 BX1222'POLE.  125 FEET SOUTHWEST OF A CONCRETE BLOCK BUILDING WHICH IS THE
 BX1222'OTIS POST OFFICE.  55 FEET NORTH NORTHWEST OF A 28 INCH PECAN TREE. 9
 BX1222'FEET WEST OF MESH AND BARB WIRE FENCE.  DISK IN TOP OF CONCRETE POST
 BX1222'FLUSH WITH GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE
 BX1222'MARK.
 BX1222
 BX1222                          STATION RECOVERY (1999)
 BX1222
 BX1222'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1223 ***********************************************************************
 BX1223  DESIGNATION -  40 V 73 LADH
 BX1223  PID         -  BX1223
 BX1223  STATE/COUNTY-  LA/RAPIDES
 BX1223  USGS QUAD   -  ELMER (1971)
 BX1223
 BX1223                         *CURRENT SURVEY CONTROL
 BX1223  ___________________________________________________________________
 BX1223* NAD 83(1986)-  31 13 50.     (N)    092 43 11.     (W)     SCALED    
 BX1223* NAVD 88     -        70.05   (+/-2cm)     229.8    (feet)  VERTCON   
 BX1223  ___________________________________________________________________
 BX1223  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BX1223
 BX1223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1223
 BX1223.The horizontal coordinates were scaled from a topographic map and have
 BX1223.an estimated accuracy of +/- 6 seconds.
 BX1223
 BX1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1223.The vertical order pertains to the NGVD 29 superseded value.
 BX1223
 BX1223.The geoid height was determined by GEOID03.
 BX1223
 BX1223;                    North         East    Units  Estimated Accuracy
 BX1223;SPC LA N     -    81,020.      979,070.      MT  (+/- 180 meters Scaled)
 BX1223
 BX1223                          SUPERSEDED SURVEY CONTROL
 BX1223
 BX1223  NGVD 29 (??/??/??)   70.055  (m)          229.84   (f) ADJUSTED    2 0
 BX1223
 BX1223.Superseded values are not recommended for survey control.
 BX1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1223.See file dsdata.txt to determine how the superseded data were derived.
 BX1223
 BX1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ266551(NAD 83)
 BX1223_MARKER: DD = SURVEY DISK
 BX1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1223_STAMPING: 40V73 1968
 BX1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1223+STABILITY: SURFACE MOTION
 BX1223
 BX1223  HISTORY     - Date     Condition        Report By
 BX1223  HISTORY     - 1968     MONUMENTED       LADH
 BX1223  HISTORY     - 1969     GOOD             LADTD
 BX1223  HISTORY     - 19990424 GOOD             USPSQD
 BX1223
 BX1223                          STATION DESCRIPTION
 BX1223
 BX1223'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1223'1.15 MI N FROM OTIS.
 BX1223'ABOUT 1.15 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1223'AT OTIS.  1.15 MILES NORTH OF BENCH MARK 40V72.  63 FEET SOUTHEAST OF
 BX1223'THE CENTERLINE OF LOUISIANA HIGHWAY 28.  1 FOOT NORTH OF A BARB WIRE
 BX1223'FENCE.  12 FEET EAST OF A 18 INCH POST OAK TREE.  142 FEET SOUTH
 BX1223'SOUTHEAST OF A STEEL CATTLE GUARD.  65 FEET SOUTH SOUTHWEST OF THE
 BX1223'INTERSECTION OF A ROAD LEADING SOUTHEAST FROM LOUISIANA HIGHWAY 28. 49
 BX1223'FEET WEST SOUTHWEST OF CENTER OF A STEEL CATTLE GUARD. DISK IN TOP OF
 BX1223'CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1.5
 BX1223'FEET EAST OF THE MARK.
 BX1223
 BX1223                          STATION RECOVERY (1999)
 BX1223
 BX1223'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1224 ***********************************************************************
 BX1224  DESIGNATION -  40 V 74 LADH
 BX1224  PID         -  BX1224
 BX1224  STATE/COUNTY-  LA/RAPIDES
 BX1224  USGS QUAD   -  ELMER (1971)
 BX1224
 BX1224                         *CURRENT SURVEY CONTROL
 BX1224  ___________________________________________________________________
 BX1224* NAD 83(1986)-  31 14 35.     (N)    092 42 44.     (W)     SCALED    
 BX1224* NAVD 88     -        62.39   (+/-2cm)     204.7    (feet)  VERTCON   
 BX1224  ___________________________________________________________________
 BX1224  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX1224
 BX1224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1224
 BX1224.The horizontal coordinates were scaled from a topographic map and have
 BX1224.an estimated accuracy of +/- 6 seconds.
 BX1224
 BX1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1224.The vertical order pertains to the NGVD 29 superseded value.
 BX1224
 BX1224.The geoid height was determined by GEOID03.
 BX1224
 BX1224;                    North         East    Units  Estimated Accuracy
 BX1224;SPC LA N     -    82,410.      979,780.      MT  (+/- 180 meters Scaled)
 BX1224
 BX1224                          SUPERSEDED SURVEY CONTROL
 BX1224
 BX1224  NGVD 29 (??/??/??)   62.389  (m)          204.69   (f) ADJUSTED    2 0
 BX1224
 BX1224.Superseded values are not recommended for survey control.
 BX1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1224.See file dsdata.txt to determine how the superseded data were derived.
 BX1224
 BX1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ274565(NAD 83)
 BX1224_MARKER: DD = SURVEY DISK
 BX1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1224_STAMPING: 40V74 1968
 BX1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1224+STABILITY: SURFACE MOTION
 BX1224
 BX1224  HISTORY     - Date     Condition        Report By
 BX1224  HISTORY     - 1968     MONUMENTED       LADH
 BX1224  HISTORY     - 1969     GOOD             LADTD
 BX1224  HISTORY     - 19990424 GOOD             USPSQD
 BX1224
 BX1224                          STATION DESCRIPTION
 BX1224
 BX1224'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1224'2.15 MI N FROM OTIS.
 BX1224'ABOUT 2.15 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1224'AT OTIS.  1.0 MILE NORTH OF BENCH MARK 40V73.  78 FEET SOUTHEAST OF
 BX1224'THE CENTERLINE OF LOUISIANA HIGHWAY 28.  15 FEET SOUTHEAST OF A FENCE
 BX1224'CORNER.  48.5 FEET SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE PIPE.
 BX1224'30 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING SOUTHEAST. 14
 BX1224'FEET WEST OF A 17 INCH PINE TREE.  76 FEET WEST OF CENTER OF A STEEL
 BX1224'CATTLE GUARD.  DISK IN TOP OF CONCRETE POST PROJECTING 4 INCHES. A
 BX1224'STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX1224
 BX1224                          STATION RECOVERY (1999)
 BX1224
 BX1224'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1225 ***********************************************************************
 BX1225  DESIGNATION -  40 V 75 LADH
 BX1225  PID         -  BX1225
 BX1225  STATE/COUNTY-  LA/RAPIDES
 BX1225  USGS QUAD   -  GARDNER (1992)
 BX1225
 BX1225                         *CURRENT SURVEY CONTROL
 BX1225  ___________________________________________________________________
 BX1225* NAD 83(1986)-  31 15 23.     (N)    092 42 20.     (W)     SCALED    
 BX1225* NAVD 88     -        54.32   (+/-2cm)     178.2    (feet)  VERTCON   
 BX1225  ___________________________________________________________________
 BX1225  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX1225
 BX1225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1225
 BX1225.The horizontal coordinates were scaled from a topographic map and have
 BX1225.an estimated accuracy of +/- 6 seconds.
 BX1225
 BX1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1225.The vertical order pertains to the NGVD 29 superseded value.
 BX1225
 BX1225.The geoid height was determined by GEOID03.
 BX1225
 BX1225;                    North         East    Units  Estimated Accuracy
 BX1225;SPC LA N     -    83,890.      980,420.      MT  (+/- 180 meters Scaled)
 BX1225
 BX1225                          SUPERSEDED SURVEY CONTROL
 BX1225
 BX1225  NGVD 29 (??/??/??)   54.318  (m)          178.21   (f) ADJUSTED    2 0
 BX1225
 BX1225.Superseded values are not recommended for survey control.
 BX1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1225.See file dsdata.txt to determine how the superseded data were derived.
 BX1225
 BX1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ280580(NAD 83)
 BX1225_MARKER: DD = SURVEY DISK
 BX1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1225_STAMPING: 40V75 1968
 BX1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1225+STABILITY: SURFACE MOTION
 BX1225
 BX1225  HISTORY     - Date     Condition        Report By
 BX1225  HISTORY     - 1968     MONUMENTED       LADH
 BX1225  HISTORY     - 1969     GOOD             LADTD
 BX1225  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1225
 BX1225                          STATION DESCRIPTION
 BX1225
 BX1225'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1225'0.85 MI S FROM GARDNER.
 BX1225'ABOUT 0.85 MILE SOUTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1225'AT GARDNER.  1.0 MILE NORTH OF BENCH MARK 40V74.  48 FEET EAST OF THE
 BX1225'CENTERLINE OF LOUISIANA HIGHWAY 28.  68 FEET WEST OF A BARB WIRE
 BX1225'FENCE.  17 FEET NORTHWEST OF A 40 INCH POST OAK TREE.  98 FEET NORTH
 BX1225'NORTHEAST OF A POWER POLE NUMBER 14.  135 FEET EAST OF THE SOUTHEAST
 BX1225'CORNER OF A CYCLONE FENCE.  105 FEET SOUTH SOUTHEAST OF THE JUNCTION
 BX1225'OF LOUISIANA HIGHWAY 28 AND A GRAVEL ROAD LEADING WEST.  22 FEET SOUTH
 BX1225'EAST OF A TRIPLE 26 INCH POST OAK TREE.  88 FEET SOUTHWEST OF THE
 BX1225'CENTER OF A DIRT DRIVEWAY LEADING EAST.  DISK IN TOP OF CONCRETE POST
 BX1225'PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF THE
 BX1225'MARK.
 BX1225
 BX1225                          STATION RECOVERY (1999)
 BX1225
 BX1225'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1226 ***********************************************************************
 BX1226  DESIGNATION -  40 V 76 LADH
 BX1226  PID         -  BX1226
 BX1226  STATE/COUNTY-  LA/RAPIDES
 BX1226  USGS QUAD   -  GARDNER (1992)
 BX1226
 BX1226                         *CURRENT SURVEY CONTROL
 BX1226  ___________________________________________________________________
 BX1226* NAD 83(1986)-  31 16 04.     (N)    092 41 41.     (W)     SCALED    
 BX1226* NAVD 88     -        55.86   (+/-2cm)     183.3    (feet)  VERTCON   
 BX1226  ___________________________________________________________________
 BX1226  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX1226
 BX1226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1226
 BX1226.The horizontal coordinates were scaled from a topographic map and have
 BX1226.an estimated accuracy of +/- 6 seconds.
 BX1226
 BX1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1226.The vertical order pertains to the NGVD 29 superseded value.
 BX1226
 BX1226.The geoid height was determined by GEOID03.
 BX1226
 BX1226;                    North         East    Units  Estimated Accuracy
 BX1226;SPC LA N     -    85,150.      981,460.      MT  (+/- 180 meters Scaled)
 BX1226
 BX1226                          SUPERSEDED SURVEY CONTROL
 BX1226
 BX1226  NGVD 29 (??/??/??)   55.860  (m)          183.27   (f) ADJUSTED    2 0
 BX1226
 BX1226.Superseded values are not recommended for survey control.
 BX1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1226.See file dsdata.txt to determine how the superseded data were derived.
 BX1226
 BX1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ290593(NAD 83)
 BX1226_MARKER: DD = SURVEY DISK
 BX1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1226_STAMPING: 40V76 1968
 BX1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1226+STABILITY: SURFACE MOTION
 BX1226
 BX1226  HISTORY     - Date     Condition        Report By
 BX1226  HISTORY     - 1968     MONUMENTED       LADH
 BX1226  HISTORY     - 1969     GOOD             LADTD
 BX1226  HISTORY     - 19990424 GOOD             USPSQD
 BX1226
 BX1226                          STATION DESCRIPTION
 BX1226
 BX1226'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1226'IN GARDNER.
 BX1226'ABOUT 0.20 MILE NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1226'AT GARDNER.  1.1 MILES NORTH OF BENCH MARK 40V75.  81 FEET SOUTHEAST
 BX1226'OF THE CENTERLINE OF LOUISIANA HIGHWAY 28.  1 FOOT SOUTH OF A BARB
 BX1226'WIRE FENCE.  27 FEET EAST OF A FENCE CORNER.  53 FEET SOUTHEAST OF
 BX1226'VALENTINE LAKE RECREATION CENTER SIGN.  85 FEET SOUTH SOUTHEAST OF THE
 BX1226'JUNCTION OF LOUISIANA HIGHWAY 28 AND VALENTINE LAKE ROAD LEADING EAST.
 BX1226'AND 184 FEET WEST OF CENTER OF STEEL CATTLE GUARD.  DISK IN TOP OF
 BX1226'CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 2 FEET
 BX1226'WEST OF THE MARK.
 BX1226
 BX1226                          STATION RECOVERY (1999)
 BX1226
 BX1226'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1227 ***********************************************************************
 BX1227  DESIGNATION -  40 V 77 LADH
 BX1227  PID         -  BX1227
 BX1227  STATE/COUNTY-  LA/RAPIDES
 BX1227  USGS QUAD   -  GARDNER (1992)
 BX1227
 BX1227                         *CURRENT SURVEY CONTROL
 BX1227  ___________________________________________________________________
 BX1227* NAD 83(1986)-  31 16 39.     (N)    092 41 00.     (W)     SCALED    
 BX1227* NAVD 88     -        54.40   (+/-2cm)     178.5    (feet)  VERTCON   
 BX1227  ___________________________________________________________________
 BX1227  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BX1227
 BX1227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1227
 BX1227.The horizontal coordinates were scaled from a topographic map and have
 BX1227.an estimated accuracy of +/- 6 seconds.
 BX1227
 BX1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1227.The vertical order pertains to the NGVD 29 superseded value.
 BX1227
 BX1227.The geoid height was determined by GEOID03.
 BX1227
 BX1227;                    North         East    Units  Estimated Accuracy
 BX1227;SPC LA N     -    86,220.      982,540.      MT  (+/- 180 meters Scaled)
 BX1227
 BX1227                          SUPERSEDED SURVEY CONTROL
 BX1227
 BX1227  NGVD 29 (??/??/??)   54.398  (m)          178.47   (f) ADJUSTED    2 0
 BX1227
 BX1227.Superseded values are not recommended for survey control.
 BX1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1227.See file dsdata.txt to determine how the superseded data were derived.
 BX1227
 BX1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ301604(NAD 83)
 BX1227_MARKER: DD = SURVEY DISK
 BX1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1227_STAMPING: 40V77 1968
 BX1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1227+STABILITY: SURFACE MOTION
 BX1227
 BX1227  HISTORY     - Date     Condition        Report By
 BX1227  HISTORY     - 1968     MONUMENTED       LADH
 BX1227  HISTORY     - 1969     GOOD             LADTD
 BX1227  HISTORY     - 19990424 GOOD             USPSQD
 BX1227
 BX1227                          STATION DESCRIPTION
 BX1227
 BX1227'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1227'1.15 MI N FROM GARDNER.
 BX1227'ABOUT 1.15 MILES NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1227'AT GARDNER.  0.95 MILE NORTH OF BENCH MARK 40V76.  42.5 FEET WEST OF
 BX1227'CENTERLINE OF LOUISIANA HIGHWAY 121.  1.5 FEET NORTHEAST OF THE
 BX1227'NORTHEAST CORNER OF CYCLONE FENCE OF CHURCH YARD.  135 FEET NORTHEAST
 BX1227'OF THE CENTER OF A METAL CATTLE GUARD GOING INTO CHURCH YARD. 156 FEET
 BX1227'EAST OF THE NORTHEAST CORNER OF THE ANNEX BUILDING TO THE CALVARY
 BX1227'BAPTIST CHURCH.  DISK IN TOP OF CONCRETE POST PROJECTION 4 INCHES. A
 BX1227'STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX1227
 BX1227                          STATION RECOVERY (1999)
 BX1227
 BX1227'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1228 ***********************************************************************
 BX1228  DESIGNATION -  40 V 78 LADH
 BX1228  PID         -  BX1228
 BX1228  STATE/COUNTY-  LA/RAPIDES
 BX1228  USGS QUAD   -  GARDNER (1992)
 BX1228
 BX1228                         *CURRENT SURVEY CONTROL
 BX1228  ___________________________________________________________________
 BX1228* NAD 83(1986)-  31 17 23.     (N)    092 40 20.     (W)     SCALED    
 BX1228* NAVD 88     -        57.04   (+/-2cm)     187.1    (feet)  VERTCON   
 BX1228  ___________________________________________________________________
 BX1228  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX1228
 BX1228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1228
 BX1228.The horizontal coordinates were scaled from a topographic map and have
 BX1228.an estimated accuracy of +/- 6 seconds.
 BX1228
 BX1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1228.The vertical order pertains to the NGVD 29 superseded value.
 BX1228
 BX1228.The geoid height was determined by GEOID03.
 BX1228
 BX1228;                    North         East    Units  Estimated Accuracy
 BX1228;SPC LA N     -    87,580.      983,600.      MT  (+/- 180 meters Scaled)
 BX1228
 BX1228                          SUPERSEDED SURVEY CONTROL
 BX1228
 BX1228  NGVD 29 (??/??/??)   57.042  (m)          187.15   (f) ADJUSTED    2 0
 BX1228
 BX1228.Superseded values are not recommended for survey control.
 BX1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1228.See file dsdata.txt to determine how the superseded data were derived.
 BX1228
 BX1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ311617(NAD 83)
 BX1228_MARKER: DD = SURVEY DISK
 BX1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1228_STAMPING: 40V78 1968
 BX1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1228+STABILITY: SURFACE MOTION
 BX1228
 BX1228  HISTORY     - Date     Condition        Report By
 BX1228  HISTORY     - 1968     MONUMENTED       LADH
 BX1228  HISTORY     - 1969     GOOD             LADTD
 BX1228  HISTORY     - 19990424 GOOD             USPSQD
 BX1228
 BX1228                          STATION DESCRIPTION
 BX1228
 BX1228'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1228'2.25 MI N FROM GARDNER.
 BX1228'ABOUT 2.25 MILES NORTH ALONG LOUISIANA HIGHWAYS 28 AND 121 FROM THE
 BX1228'POST OFFICE AT GARDNER.  1.70 MILES NORTH OF JUNCTION OF LOUISIANA
 BX1228'HIGHWAYS 28 AND 121.  62 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA
 BX1228'HIGHWAY 121.  13 FEET WEST NORTHWEST OF A 16 INCH BLACK JACK OAK TREE.
 BX1228'32 FEET SOUTH OF A POWER POLE NUMBER 5.  100 FEET SOUTHEAST OF CORNER
 BX1228'OF FENCE.  102 FEET SOUTHWEST OF A WIRE GATE. DISK IN TOP OF CONCRETE
 BX1228'POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF
 BX1228'THE MARK.
 BX1228
 BX1228                          STATION RECOVERY (1999)
 BX1228
 BX1228'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1229 ***********************************************************************
 BX1229  DESIGNATION -  40 V 79 LADH
 BX1229  PID         -  BX1229
 BX1229  STATE/COUNTY-  LA/RAPIDES
 BX1229  USGS QUAD   -  GARDNER (1992)
 BX1229
 BX1229                         *CURRENT SURVEY CONTROL
 BX1229  ___________________________________________________________________
 BX1229* NAD 83(1986)-  31 17 57.     (N)    092 39 33.     (W)     SCALED    
 BX1229* NAVD 88     -        47.83   (+/-2cm)     156.9    (feet)  VERTCON   
 BX1229  ___________________________________________________________________
 BX1229  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX1229
 BX1229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1229
 BX1229.The horizontal coordinates were scaled from a topographic map and have
 BX1229.an estimated accuracy of +/- 6 seconds.
 BX1229
 BX1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1229.The vertical order pertains to the NGVD 29 superseded value.
 BX1229
 BX1229.The geoid height was determined by GEOID03.
 BX1229
 BX1229;                    North         East    Units  Estimated Accuracy
 BX1229;SPC LA N     -    88,620.      984,850.      MT  (+/- 180 meters Scaled)
 BX1229
 BX1229                          SUPERSEDED SURVEY CONTROL
 BX1229
 BX1229  NGVD 29 (??/??/??)   47.826  (m)          156.91   (f) ADJUSTED    2 0
 BX1229
 BX1229.Superseded values are not recommended for survey control.
 BX1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1229.See file dsdata.txt to determine how the superseded data were derived.
 BX1229
 BX1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ324628(NAD 83)
 BX1229_MARKER: DD = SURVEY DISK
 BX1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1229_STAMPING: 40V79 1968
 BX1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1229+STABILITY: SURFACE MOTION
 BX1229
 BX1229  HISTORY     - Date     Condition        Report By
 BX1229  HISTORY     - 1968     MONUMENTED       LADH
 BX1229  HISTORY     - 1969     GOOD             LADTD
 BX1229  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1229
 BX1229                          STATION DESCRIPTION
 BX1229
 BX1229'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1229'1.4 MI S FROM MCNUTT.
 BX1229'ABOUT 3.25 MILES NORTH ALONG LOUISIANA HIGHWAYS 121 AND 28 FROM THE
 BX1229'POST OFFICE AT GARDNER.  2.7 MILES NORTH OF THE JUNCTION OF LOUISIANA
 BX1229'HIGHWAYS 28 AND 121.  70 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA
 BX1229'HIGHWAY 121.  35 FEET SOUTH SOUTHEAST OF A 20 INCH PINE TREE. 70 FEET
 BX1229'WEST OF A POWER POLE WITH TRANSFORMER.  163 FEET WEST SOUTHWEST OF THE
 BX1229'WEST END OF A CONCRETE PIPE UNDER TURNOUT NORTH OF LOUISIANA HIGHWAY
 BX1229'121.  17 FEET NORTHEAST OF AN 18 INCH PINE TREE. DISK IN TOP OF
 BX1229'CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 6 FEET
 BX1229'WEST OF THE MARK.
 BX1229
 BX1229                          STATION RECOVERY (1999)
 BX1229
 BX1229'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1204 ***********************************************************************
 BX1204  DESIGNATION -  40 V 8 LADH
 BX1204  PID         -  BX1204
 BX1204  STATE/COUNTY-  LA/RAPIDES
 BX1204  USGS QUAD   -  FOREST HILL (1993)
 BX1204
 BX1204                         *CURRENT SURVEY CONTROL
 BX1204  ___________________________________________________________________
 BX1204* NAD 83(1986)-  31 03 11.     (N)    092 31 01.     (W)     SCALED    
 BX1204* NAVD 88     -        51.66   (+/-2cm)     169.5    (feet)  VERTCON   
 BX1204  ___________________________________________________________________
 BX1204  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX1204
 BX1204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1204
 BX1204.The horizontal coordinates were scaled from a topographic map and have
 BX1204.an estimated accuracy of +/- 6 seconds.
 BX1204
 BX1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1204.The vertical order pertains to the NGVD 29 superseded value.
 BX1204
 BX1204.The geoid height was determined by GEOID03.
 BX1204
 BX1204;                    North         East    Units  Estimated Accuracy
 BX1204;SPC LA N     -    61,320.      998,380.      MT  (+/- 180 meters Scaled)
 BX1204
 BX1204                          SUPERSEDED SURVEY CONTROL
 BX1204
 BX1204  NGVD 29 (??/??/??)   51.637  (m)          169.41   (f) ADJUSTED    2 0
 BX1204
 BX1204.Superseded values are not recommended for survey control.
 BX1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1204.See file dsdata.txt to determine how the superseded data were derived.
 BX1204
 BX1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ460355(NAD 83)
 BX1204_MARKER: DD = SURVEY DISK
 BX1204_SETTING: 0 = UNSPECIFIED SETTING
 BX1204_STAMPING: 40V8 1968
 BX1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1204
 BX1204  HISTORY     - Date     Condition        Report By
 BX1204  HISTORY     - 1968     MONUMENTED       LADH
 BX1204  HISTORY     - 1979     GOOD             LADTD
 BX1204  HISTORY     - 19990424 GOOD             USPSQD
 BX1204
 BX1204                          STATION DESCRIPTION
 BX1204
 BX1204'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 BX1204'1.38 MI E FROM FOREST HILL.
 BX1204'ABOUT 1.38 MILES EAST ALONG LOUISIANA HIGHWAY 112 FROM THE HIGH SCHOOL
 BX1204'AT FOREST HILL IN RAPIDES PARISH.  105 FEET WEST NORTHWEST OF THE
 BX1204'CENTER LINE OF LOUISIANA HIGHWAY 112.  135 FEET EAST OF THE NORTHEAST
 BX1204'CORNER OF A FRAME RESIDENCE BELONGING TO FRED ADAMS.  100 FEET EAST OF
 BX1204'THE NORTHEAST CORNER OF YARD FENCE.  79 FEET EAST OF DRIVEWAY LEADING
 BX1204'TO THE RESIDENCE OF FRED ADAMS.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1204'WEST OF THE MARK.  SECTION 18, T 1N, R 1W.
 BX1204
 BX1204                          STATION RECOVERY (1979)
 BX1204
 BX1204'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX1204'RECOVERED IN GOOD CONDITION.
 BX1204
 BX1204                          STATION RECOVERY (1999)
 BX1204
 BX1204'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1230 ***********************************************************************
 BX1230  DESIGNATION -  40 V 80 LADH
 BX1230  PID         -  BX1230
 BX1230  STATE/COUNTY-  LA/RAPIDES
 BX1230  USGS QUAD   -  GARDNER (1992)
 BX1230
 BX1230                         *CURRENT SURVEY CONTROL
 BX1230  ___________________________________________________________________
 BX1230* NAD 83(1986)-  31 18 13.     (N)    092 39 04.     (W)     SCALED    
 BX1230* NAVD 88     -        26.44   (+/-2cm)      86.7    (feet)  VERTCON   
 BX1230  ___________________________________________________________________
 BX1230  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX1230
 BX1230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1230
 BX1230.The horizontal coordinates were scaled from a topographic map and have
 BX1230.an estimated accuracy of +/- 6 seconds.
 BX1230
 BX1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1230.The vertical order pertains to the NGVD 29 superseded value.
 BX1230
 BX1230.The geoid height was determined by GEOID03.
 BX1230
 BX1230;                    North         East    Units  Estimated Accuracy
 BX1230;SPC LA N     -    89,110.      985,620.      MT  (+/- 180 meters Scaled)
 BX1230
 BX1230                          SUPERSEDED SURVEY CONTROL
 BX1230
 BX1230  NGVD 29 (??/??/??)   26.435  (m)           86.73   (f) ADJUSTED    2 0
 BX1230
 BX1230.Superseded values are not recommended for survey control.
 BX1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1230.See file dsdata.txt to determine how the superseded data were derived.
 BX1230
 BX1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ332633(NAD 83)
 BX1230_MARKER: DD = SURVEY DISK
 BX1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1230_SP_SET: CULVERT
 BX1230_STAMPING: 40V80 1969
 BX1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1230
 BX1230  HISTORY     - Date     Condition        Report By
 BX1230  HISTORY     - 1969     MONUMENTED       LADH
 BX1230  HISTORY     - 19990424 GOOD             USPSQD
 BX1230
 BX1230                          STATION DESCRIPTION
 BX1230
 BX1230'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1230'0.8 MI S FROM MCNUTT.
 BX1230'ABOUT 3.85 MILES ALONG LOUISIANA HIGHWAYS 28 AND 121 FROM THE POST
 BX1230'OFFICE AT GARDNER.  0.80 MILE SOUTH ALONG LOUISIANA HIGHWAY 121 FROM
 BX1230'GIN BUILDING AT MCNUTT.  27 FEET EAST OF THE CENTERLINE OF LOUISIANA
 BX1230'HIGHWAY 121 IN THE EAST HEADWALL OF A 3X3 BOX CULVERT UNDER LOUISIANA
 BX1230'HIGHWAY 121.  160 FEET SOUTH OF THE CENTER OF A STEEL CATTLE GUARD
 BX1230'UNDER LOUISIANA HIGHWAY 121.  DISK SET FLUSH WITH CONCRETE ON TOP OF
 BX1230'HEADWALL.  A STEEL WITNESS POST IS SET 4 FEET SOUTH OF THE MARK.
 BX1230
 BX1230                          STATION RECOVERY (1999)
 BX1230
 BX1230'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1231 ***********************************************************************
 BX1231  DESIGNATION -  40 V 81 LADH
 BX1231  PID         -  BX1231
 BX1231  STATE/COUNTY-  LA/RAPIDES
 BX1231  USGS QUAD   -  GARDNER (1992)
 BX1231
 BX1231                         *CURRENT SURVEY CONTROL
 BX1231  ___________________________________________________________________
 BX1231* NAD 83(1986)-  31 18 53.     (N)    092 38 51.     (W)     SCALED    
 BX1231* NAVD 88     -        27.57   (+/-2cm)      90.5    (feet)  VERTCON   
 BX1231  ___________________________________________________________________
 BX1231  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BX1231
 BX1231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1231
 BX1231.The horizontal coordinates were scaled from a topographic map and have
 BX1231.an estimated accuracy of +/- 6 seconds.
 BX1231
 BX1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1231.The vertical order pertains to the NGVD 29 superseded value.
 BX1231
 BX1231.The geoid height was determined by GEOID03.
 BX1231
 BX1231;                    North         East    Units  Estimated Accuracy
 BX1231;SPC LA N     -    90,340.      985,960.      MT  (+/- 180 meters Scaled)
 BX1231
 BX1231                          SUPERSEDED SURVEY CONTROL
 BX1231
 BX1231  NGVD 29 (??/??/??)   27.569  (m)           90.45   (f) ADJUSTED    2 0
 BX1231
 BX1231.Superseded values are not recommended for survey control.
 BX1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1231.See file dsdata.txt to determine how the superseded data were derived.
 BX1231
 BX1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ335645(NAD 83)
 BX1231_MARKER: DD = SURVEY DISK
 BX1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1231_STAMPING: 40V81 1968
 BX1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1231+STABILITY: SURFACE MOTION
 BX1231
 BX1231  HISTORY     - Date     Condition        Report By
 BX1231  HISTORY     - 1968     MONUMENTED       LADH
 BX1231  HISTORY     - 1969     GOOD             LADTD
 BX1231  HISTORY     - 19990424 GOOD             USPSQD
 BX1231
 BX1231                          STATION DESCRIPTION
 BX1231
 BX1231'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1231'IN MCNUTT.
 BX1231'ABOUT 4.65 MILES NORTH ALONG LOUISIANA HIGHWAYS 28 AND 121 FROM THE
 BX1231'POST OFFICE AT GARDNER.  0.80 MILES NORTH OF BENCH MARK 40V80.  33
 BX1231'FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 121.  15 FEET SOUTH
 BX1231'OF A COMBINATION TELEPHONE AND POWER POLE WITH TRANSFORMER.  20 FEET
 BX1231'SOUTH OF A LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER.  49
 BX1231'FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD LEADING WEST.  59 FEET
 BX1231'NORTHWEST OF THE NORTH BRICK POST OF WILMORES GROCERY AT MCNUTT.  91
 BX1231'FEET NORTHEAST OF THE NORTHEAST CORNER OF OFFICE BUILDING FOR MURRAYS
 BX1231'COTTON GIN.  DISK IN TOP OF CONCRETE POST PROJECTING 4 INCHES.  A
 BX1231'STEEL WITNESS POST IS SET 1.5 FEET WEST OF THE MARK.
 BX1231
 BX1231                          STATION RECOVERY (1999)
 BX1231
 BX1231'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1232 ***********************************************************************
 BX1232  DESIGNATION -  40 V 82 LADH
 BX1232  PID         -  BX1232
 BX1232  STATE/COUNTY-  LA/RAPIDES
 BX1232  USGS QUAD   -  GARDNER (1992)
 BX1232
 BX1232                         *CURRENT SURVEY CONTROL
 BX1232  ___________________________________________________________________
 BX1232* NAD 83(1986)-  31 19 33.     (N)    092 39 28.     (W)     SCALED    
 BX1232* NAVD 88     -        27.12   (+/-2cm)      89.0    (feet)  VERTCON   
 BX1232  ___________________________________________________________________
 BX1232  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX1232
 BX1232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1232
 BX1232.The horizontal coordinates were scaled from a topographic map and have
 BX1232.an estimated accuracy of +/- 6 seconds.
 BX1232
 BX1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1232.The vertical order pertains to the NGVD 29 superseded value.
 BX1232
 BX1232.The geoid height was determined by GEOID03.
 BX1232
 BX1232;                    North         East    Units  Estimated Accuracy
 BX1232;SPC LA N     -    91,580.      984,980.      MT  (+/- 180 meters Scaled)
 BX1232
 BX1232                          SUPERSEDED SURVEY CONTROL
 BX1232
 BX1232  NGVD 29 (??/??/??)   27.118  (m)           88.97   (f) ADJUSTED    2 0
 BX1232
 BX1232.Superseded values are not recommended for survey control.
 BX1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1232.See file dsdata.txt to determine how the superseded data were derived.
 BX1232
 BX1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ325657(NAD 83)
 BX1232_MARKER: DD = SURVEY DISK
 BX1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1232_STAMPING: 40V82 1968
 BX1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1232+STABILITY: SURFACE MOTION
 BX1232
 BX1232  HISTORY     - Date     Condition        Report By
 BX1232  HISTORY     - 1968     MONUMENTED       LADH
 BX1232  HISTORY     - 1969     GOOD             LADTD
 BX1232  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1232
 BX1232                          STATION DESCRIPTION
 BX1232
 BX1232'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1232'1.0 MI N FROM MCNUTT.
 BX1232'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1232'OFFICE AT BOYCE TO LOUISIANA HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG
 BX1232'LOUISIANA HIGHWAY 1 TO LOUISIANA HIGHWAY 1200, THENCE SOUTHWEST ALONG
 BX1232'LOUISIANA HIGHWAY 1200 FOR 4.0 MILES TO THE JUNCTION OF LOUISIANA
 BX1232'HIGHWAYS 1200 AND 121, THENCE 1.75 MILES SOUTH ALONG LOUISIANA HIGHWAY
 BX1232'121.  45 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 121. 64
 BX1232'FEET NORTHEAST OF A 27 INCH PECAN TREE.  115 FEET EAST SOUTHEAST OF
 BX1232'THE EAST END OF A TIMBER BRIDGE ACROSS BAYOU.  22 FEET SOUTHEAST OF
 BX1232'THE CENTER OF GRAVEL ROAD LEADING WEST.  8 FEET SOUTHEAST OF FENCE
 BX1232'CORNER.  DISK SET IN CONCRETE POST FLUSH WITH GROUND. A STEEL WITNESS
 BX1232'POST IS SET 5 FEET SOUTHWEST OF THE MARK.
 BX1232
 BX1232                          STATION RECOVERY (1999)
 BX1232
 BX1232'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1233 ***********************************************************************
 BX1233  DESIGNATION -  40 V 83 LADH
 BX1233  PID         -  BX1233
 BX1233  STATE/COUNTY-  LA/RAPIDES
 BX1233  USGS QUAD   -  GARDNER (1992)
 BX1233
 BX1233                         *CURRENT SURVEY CONTROL
 BX1233  ___________________________________________________________________
 BX1233* NAD 83(1986)-  31 19 57.     (N)    092 40 18.     (W)     SCALED    
 BX1233* NAVD 88     -        26.34   (+/-2cm)      86.4    (feet)  VERTCON   
 BX1233  ___________________________________________________________________
 BX1233  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX1233
 BX1233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1233
 BX1233.The horizontal coordinates were scaled from a topographic map and have
 BX1233.an estimated accuracy of +/- 6 seconds.
 BX1233
 BX1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1233.The vertical order pertains to the NGVD 29 superseded value.
 BX1233
 BX1233.The geoid height was determined by GEOID03.
 BX1233
 BX1233;                    North         East    Units  Estimated Accuracy
 BX1233;SPC LA N     -    92,320.      983,660.      MT  (+/- 180 meters Scaled)
 BX1233
 BX1233                          SUPERSEDED SURVEY CONTROL
 BX1233
 BX1233  NGVD 29 (??/??/??)   26.335  (m)           86.40   (f) ADJUSTED    2 0
 BX1233
 BX1233.Superseded values are not recommended for survey control.
 BX1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1233.See file dsdata.txt to determine how the superseded data were derived.
 BX1233
 BX1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ312664(NAD 83)
 BX1233_MARKER: DD = SURVEY DISK
 BX1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1233_STAMPING: 40V83 1968
 BX1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1233+STABILITY: SURFACE MOTION
 BX1233
 BX1233  HISTORY     - Date     Condition        Report By
 BX1233  HISTORY     - 1968     MONUMENTED       LADH
 BX1233  HISTORY     - 1969     GOOD             LADTD
 BX1233  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1233
 BX1233                          STATION DESCRIPTION
 BX1233
 BX1233'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1233'5.22 MI S FROM BOYCE.
 BX1233'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1233'OFFICE AT BOYCE TO LOUISIANA HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG
 BX1233'LOUISIANA HIGHWAY 1 TO LOUISIANA HIGHWAY 1200, THENCE SOUTHWEST ALONG
 BX1233'LOUISIANA HIGHWAY 1200 FOR 4.0 MILES TO THE JUNCTION OF LOUISIANA
 BX1233'HIGHWAY 1200 AND 121, THENCE 0.65 MILE SOUTH ALONG LOUISIANA HIGHWAY
 BX1233'121.  1.08 MILES NORTH OF BENCH MARK 40V82.  57 FEET SOUTH OF THE
 BX1233'CENTERLINE OF LOUISIANA HIGHWAY 121.  34 FEET NORTHEAST OF THE
 BX1233'NORTHWEST CORNER OF A FRAME HOUSE.  53 FEET EAST OF A GRAVEL DRIVEWAY
 BX1233'LEADING TO A CONCRETE BLOCK HOUSE.  28 FEET EAST OF A UNDER GROUND
 BX1233'TELEPHONE CABLE PEDESTAL.  DISK SET IN TOP OF CONCRETE POST PROJECTING
 BX1233'4 INCHES.  A STEEL WITNESS POST IS SET 1.5 FEET WEST OF THE MARK.
 BX1233
 BX1233                          STATION RECOVERY (1999)
 BX1233
 BX1233'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1235 ***********************************************************************
 BX1235  DESIGNATION -  40 V 84 LADH
 BX1235  PID         -  BX1235
 BX1235  STATE/COUNTY-  LA/RAPIDES
 BX1235  USGS QUAD   -  GARDNER (1992)
 BX1235
 BX1235                         *CURRENT SURVEY CONTROL
 BX1235  ___________________________________________________________________
 BX1235* NAD 83(1986)-  31 20 34.     (N)    092 40 33.     (W)     SCALED    
 BX1235* NAVD 88     -        27.06   (+/-2cm)      88.8    (feet)  VERTCON   
 BX1235  ___________________________________________________________________
 BX1235  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BX1235
 BX1235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1235
 BX1235.The horizontal coordinates were scaled from a topographic map and have
 BX1235.an estimated accuracy of +/- 6 seconds.
 BX1235
 BX1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1235.The vertical order pertains to the NGVD 29 superseded value.
 BX1235
 BX1235.The geoid height was determined by GEOID03.
 BX1235
 BX1235;                    North         East    Units  Estimated Accuracy
 BX1235;SPC LA N     -    93,460.      983,270.      MT  (+/- 180 meters Scaled)
 BX1235
 BX1235                          SUPERSEDED SURVEY CONTROL
 BX1235
 BX1235  NGVD 29 (??/??/??)   27.062  (m)           88.79   (f) ADJUSTED    2 0
 BX1235
 BX1235.Superseded values are not recommended for survey control.
 BX1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1235.See file dsdata.txt to determine how the superseded data were derived.
 BX1235
 BX1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ308676(NAD 83)
 BX1235_MARKER: DD = SURVEY DISK
 BX1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1235_SP_SET: CURB
 BX1235_STAMPING: 40V84 1968
 BX1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1235
 BX1235  HISTORY     - Date     Condition        Report By
 BX1235  HISTORY     - 1968     MONUMENTED       LADH
 BX1235  HISTORY     - 1969     GOOD             LADTD
 BX1235  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1235
 BX1235                          STATION DESCRIPTION
 BX1235
 BX1235'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1235'3.64 MI S FROM BOYCE.
 BX1235'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1235'OFFICE AT BOYCE TO LOUISIANA HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG
 BX1235'LOUISIANA HIGHWAY 1 TO LOUISIANA HIGHWAY 1200, THENCE 3.4 MILES
 BX1235'SOUTHWEST ALONG LOUISIANA HIGHWAY 1200.  0.93 MILE NORTHEAST OF BENCH
 BX1235'MARK 534 L.G.S.  14 FEET EAST OF CENTERLINE OF LOUISIANA 1200.  2 FEET
 BX1235'FROM SOUTH END OF EAST SIDE OF BRIDGE IN CURB.  DISK SET FLUSH WITH
 BX1235'CONCRETE CURB.  A STEEL WITNESS POST IS SET 8 FEET NORTH OF THE MARK.
 BX1235
 BX1235                          STATION RECOVERY (1999)
 BX1235
 BX1235'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1236 ***********************************************************************
 BX1236  DESIGNATION -  40 V 85 LADH
 BX1236  PID         -  BX1236
 BX1236  STATE/COUNTY-  LA/RAPIDES
 BX1236  USGS QUAD   -  GARDNER (1992)
 BX1236
 BX1236                         *CURRENT SURVEY CONTROL
 BX1236  ___________________________________________________________________
 BX1236* NAD 83(1986)-  31 21 30.     (N)    092 40 15.     (W)     SCALED    
 BX1236* NAVD 88     -        26.50   (+/-2cm)      86.9    (feet)  VERTCON   
 BX1236  ___________________________________________________________________
 BX1236  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX1236
 BX1236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1236
 BX1236.The horizontal coordinates were scaled from a topographic map and have
 BX1236.an estimated accuracy of +/- 6 seconds.
 BX1236
 BX1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1236.The vertical order pertains to the NGVD 29 superseded value.
 BX1236
 BX1236.The geoid height was determined by GEOID03.
 BX1236
 BX1236;                    North         East    Units  Estimated Accuracy
 BX1236;SPC LA N     -    95,180.      983,750.      MT  (+/- 180 meters Scaled)
 BX1236
 BX1236                          SUPERSEDED SURVEY CONTROL
 BX1236
 BX1236  NGVD 29 (??/??/??)   26.495  (m)           86.93   (f) ADJUSTED    2 0
 BX1236
 BX1236.Superseded values are not recommended for survey control.
 BX1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1236.See file dsdata.txt to determine how the superseded data were derived.
 BX1236
 BX1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ313693(NAD 83)
 BX1236_MARKER: DD = SURVEY DISK
 BX1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1236_SP_SET: CURB
 BX1236_STAMPING: 40V85 1968
 BX1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1236
 BX1236  HISTORY     - Date     Condition        Report By
 BX1236  HISTORY     - 1968     MONUMENTED       LADH
 BX1236  HISTORY     - 1969     GOOD             LADTD
 BX1236  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1236
 BX1236                          STATION DESCRIPTION
 BX1236
 BX1236'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1236'2.57 MI S FROM BOYCE.
 BX1236'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1236'OFFICE AT BOYCE TO LOUISIANA HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG
 BX1236'LOUISIANA HIGHWAY 1 TO LOUISIANA HIGHWAY 1200, THENCE 2.2 MILES
 BX1236'SOUTHWEST ALONG LOUISIANA HIGHWAY 1200.  1.05 MILE NORTH OF BENCH MARK
 BX1236'40V84.  13 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 1200. 6
 BX1236'FEET NORTH OF THE SOUTHWEST END OF A CONCRETE FLARE OF BRIDGE IN TOP
 BX1236'OF CURB.  DISK SET FLUSH WITH CONCRETE CURB.  A STEEL WITNESS POST IS
 BX1236'SET 6 FEET NORTH OF THE MARK.
 BX1236
 BX1236                          STATION RECOVERY (1999)
 BX1236
 BX1236'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1237 ***********************************************************************
 BX1237  DESIGNATION -  40 V 86 LADH
 BX1237  PID         -  BX1237
 BX1237  STATE/COUNTY-  LA/RAPIDES
 BX1237  USGS QUAD   -  GARDNER (1992)
 BX1237
 BX1237                         *CURRENT SURVEY CONTROL
 BX1237  ___________________________________________________________________
 BX1237* NAD 83(1986)-  31 22 18.     (N)    092 40 20.     (W)     SCALED    
 BX1237* NAVD 88     -        25.56   (+/-2cm)      83.9    (feet)  VERTCON   
 BX1237  ___________________________________________________________________
 BX1237  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX1237
 BX1237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1237
 BX1237.The horizontal coordinates were scaled from a topographic map and have
 BX1237.an estimated accuracy of +/- 6 seconds.
 BX1237
 BX1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1237.The vertical order pertains to the NGVD 29 superseded value.
 BX1237
 BX1237.The geoid height was determined by GEOID03.
 BX1237
 BX1237;                    North         East    Units  Estimated Accuracy
 BX1237;SPC LA N     -    96,660.      983,620.      MT  (+/- 180 meters Scaled)
 BX1237
 BX1237                          SUPERSEDED SURVEY CONTROL
 BX1237
 BX1237  NGVD 29 (??/??/??)   25.560  (m)           83.86   (f) ADJUSTED    2 0
 BX1237
 BX1237.Superseded values are not recommended for survey control.
 BX1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1237.See file dsdata.txt to determine how the superseded data were derived.
 BX1237
 BX1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ311708(NAD 83)
 BX1237_MARKER: DD = SURVEY DISK
 BX1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1237_STAMPING: 40V86 1968
 BX1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1237+STABILITY: SURFACE MOTION
 BX1237
 BX1237  HISTORY     - Date     Condition        Report By
 BX1237  HISTORY     - 1968     MONUMENTED       LADH
 BX1237  HISTORY     - 1969     GOOD             LADTD
 BX1237  HISTORY     - 1978     GOOD             LADTD
 BX1237  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1237
 BX1237                          STATION DESCRIPTION
 BX1237
 BX1237'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1237'1.57 MI S FROM BOYCE.
 BX1237'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1237'OFFICE AT BOYCE TO LOUISIANA HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG
 BX1237'LOUISIANA HIGHWAY 1 TO LOUISIANA HIGHWAY 1200, THENCE 1.1 MILE
 BX1237'SOUTHWEST ALONG LOUISIANA HIGHWAY 1200.  42 FEET WEST NORTHWEST OF THE
 BX1237'CENTERLINE OF LOUISIANA HIGHWAY 1200.  2 FEET NORTH OF SOUTHWEST
 BX1237'CORNER OF YARD FENCE.  1 FOOT WEST OF A WHITE BOARD FENCE.  89 FEET
 BX1237'SOUTHEAST OF A 22 INCH PECAN TREE.  76 FEET SOUTH OF A 29 INCH PECAN
 BX1237'TREE.  45 FEET SOUTH OF A WOOD GATE.  44 FEET SOUTH SOUTHWEST OF WEST
 BX1237'END OF A 18 INCH PIPE UNDER DRIVEWAY.  DISK SET IN CONCRETE POST FLUSH
 BX1237'WITH GROUND.  A STEEL WITNESS POST IS SET 2 FEET NORTHWEST OF THE
 BX1237'MARK.
 BX1237
 BX1237                          STATION RECOVERY (1978)
 BX1237
 BX1237'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BX1237'RECOVERED IN GOOD CONDITION.
 BX1237
 BX1237                          STATION RECOVERY (1999)
 BX1237
 BX1237'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1100 ***********************************************************************
 BX1100  DESIGNATION -  40 V 87 LADH
 BX1100  PID         -  BX1100
 BX1100  STATE/COUNTY-  LA/RAPIDES
 BX1100  USGS QUAD   -  BOYCE (1992)
 BX1100
 BX1100                         *CURRENT SURVEY CONTROL
 BX1100  ___________________________________________________________________
 BX1100* NAD 83(1986)-  31 23 12.     (N)    092 39 56.     (W)     SCALED    
 BX1100* NAVD 88     -        25.662  (meters)      84.19   (feet)  ADJUSTED  
 BX1100  ___________________________________________________________________
 BX1100  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BX1100  DYNAMIC HT  -          25.631 (meters)      84.09  (feet)  COMP
 BX1100  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 BX1100
 BX1100  VERT ORDER  -  FIRST     CLASS I
 BX1100
 BX1100.The horizontal coordinates were scaled from a topographic map and have
 BX1100.an estimated accuracy of +/- 6 seconds.
 BX1100
 BX1100.The orthometric height was determined by differential leveling
 BX1100.and adjusted by the National Geodetic Survey in February 1994..
 BX1100
 BX1100.The geoid height was determined by GEOID03.
 BX1100
 BX1100.The dynamic height is computed by dividing the NAVD 88
 BX1100.geopotential number by the normal gravity value computed on the
 BX1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1100.degrees latitude (g = 980.6199 gals.).
 BX1100
 BX1100.The modeled gravity was interpolated from observed gravity values.
 BX1100
 BX1100;                    North         East    Units  Estimated Accuracy
 BX1100;SPC LA N     -    98,320.      984,250.      MT  (+/- 180 meters Scaled)
 BX1100
 BX1100                          SUPERSEDED SURVEY CONTROL
 BX1100
 BX1100  NAVD 88 (06/15/91)   25.661  (m)           84.19   (f) UNKNOWN     1 1
 BX1100  NGVD 29 (??/??/??)   25.660  (m)           84.19   (f) ADJUSTED    1 1
 BX1100
 BX1100.Superseded values are not recommended for survey control.
 BX1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1100.See file dsdata.txt to determine how the superseded data were derived.
 BX1100
 BX1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ317725(NAD 83)
 BX1100_MARKER: DD = SURVEY DISK
 BX1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1100_STAMPING: 40V87 1968
 BX1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1100+STABILITY: SURFACE MOTION
 BX1100
 BX1100  HISTORY     - Date     Condition        Report By
 BX1100  HISTORY     - 1968     MONUMENTED       LADH
 BX1100  HISTORY     - 1969     GOOD             CGS
 BX1100  HISTORY     - 1977     GOOD             NGS
 BX1100  HISTORY     - 1978     GOOD             LADTD
 BX1100  HISTORY     - 1988     GOOD             USPSQD
 BX1100  HISTORY     - 19990424 GOOD             USPSQD
 BX1100
 BX1100                          STATION DESCRIPTION
 BX1100
 BX1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1100'0.55 MI E FROM BOYCE.
 BX1100'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1100'BOYCE, THENCE 0.3 MILE SOUTH ALONG THE  TEXAS AND PACIFIC RAILWAY,
 BX1100'THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD, 186 FEET SOUTHEAST OF THE
 BX1100'CENTER LINE OF THE PAVED ROAD, 295 FEET NORTHEAST OF THE CENTER OF THE
 BX1100'INTERSECTION OF STATE HIGHWAYS 1 AND 1200, 140 FEET NORTH OF THE
 BX1100'CENTER LINE OF STATE HIGHWAY 1, 50 FEET NORTHEAST OF THE NORTHEAST
 BX1100'CORNER OF THE GOOD HOPE MISSIONARY BAPTIST CHURCH, 181 FEET SOUTH OF
 BX1100'THE SOUTH RAIL OF THE TEXAS AND PACIFIC RAILWAY, 8.7 FEET NORTHEAST OF
 BX1100'THE NORTHEAST CORNER OF A FENCE AROUND A TRANSFORMER STATION, 1.5 FEET
 BX1100'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BX1100'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1100
 BX1100                          STATION RECOVERY (1977)
 BX1100
 BX1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1100'RECOVERED IN GOOD CONDITION.
 BX1100
 BX1100                          STATION RECOVERY (1978)
 BX1100
 BX1100'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BX1100'RECOVERED IN GOOD CONDITION.
 BX1100
 BX1100                          STATION RECOVERY (1988)
 BX1100
 BX1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1100'RECOVERED IN GOOD CONDITION.
 BX1100
 BX1100                          STATION RECOVERY (1999)
 BX1100
 BX1100'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1239 ***********************************************************************
 BX1239  DESIGNATION -  40 V 88 LADH
 BX1239  PID         -  BX1239
 BX1239  STATE/COUNTY-  LA/RAPIDES
 BX1239  USGS QUAD   -  BOYCE (1992)
 BX1239
 BX1239                         *CURRENT SURVEY CONTROL
 BX1239  ___________________________________________________________________
 BX1239* NAD 83(1986)-  31 23 36.     (N)    092 40 48.     (W)     SCALED    
 BX1239* NAVD 88     -        28.309  (meters)      92.88   (feet)  ADJUSTED  
 BX1239  ___________________________________________________________________
 BX1239  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX1239  DYNAMIC HT  -          28.275 (meters)      92.77  (feet)  COMP
 BX1239  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 BX1239
 BX1239  VERT ORDER  -  FIRST     CLASS I
 BX1239
 BX1239.The horizontal coordinates were scaled from a topographic map and have
 BX1239.an estimated accuracy of +/- 6 seconds.
 BX1239
 BX1239.The orthometric height was determined by differential leveling
 BX1239.and adjusted by the National Geodetic Survey in February 1994..
 BX1239
 BX1239.The geoid height was determined by GEOID03.
 BX1239
 BX1239.The dynamic height is computed by dividing the NAVD 88
 BX1239.geopotential number by the normal gravity value computed on the
 BX1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1239.degrees latitude (g = 980.6199 gals.).
 BX1239
 BX1239.The modeled gravity was interpolated from observed gravity values.
 BX1239
 BX1239;                    North         East    Units  Estimated Accuracy
 BX1239;SPC LA N     -    99,060.      982,880.      MT  (+/- 180 meters Scaled)
 BX1239
 BX1239                          SUPERSEDED SURVEY CONTROL
 BX1239
 BX1239  NAVD 88 (06/15/91)   28.309  (m)           92.88   (f) UNKNOWN     1 1
 BX1239  NGVD 29 (??/??/??)   28.308  (m)           92.87   (f) ADJUSTED    1 1
 BX1239
 BX1239.Superseded values are not recommended for survey control.
 BX1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1239.See file dsdata.txt to determine how the superseded data were derived.
 BX1239
 BX1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ304732(NAD 83)
 BX1239_MARKER: DD = SURVEY DISK
 BX1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1239_STAMPING: 40V88 1968
 BX1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1239+STABILITY: SURFACE MOTION
 BX1239
 BX1239  HISTORY     - Date     Condition        Report By
 BX1239  HISTORY     - 1968     MONUMENTED       LADH
 BX1239  HISTORY     - 1969     GOOD             LADTD
 BX1239  HISTORY     - 1977     GOOD             NGS
 BX1239  HISTORY     - 19990424 GOOD             USPSQD
 BX1239
 BX1239                          STATION DESCRIPTION
 BX1239
 BX1239'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1239'0.78 MI W FROM BOYCE.
 BX1239'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1239'OFFICE IN BOYCE TO LOUISIANA HIGHWAY 1, THENCE 0.6 MILE NORTHEAST
 BX1239'ALONG LOUISIANA HIGHWAY 1.  0.93 MILE WEST ALONG LOUISIANA HIGHWAY 1
 BX1239'FROM BENCH MARK 40V87.  78 FEET NORTH OF THE CENTERLINE OF LOUISIANA
 BX1239'HIGHWAY 1.  51 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A FRAME
 BX1239'CHURCH.  8 FEET SOUTH OF A 18 INCH ELM TREE.  40 FEET NORTHEAST OF A
 BX1239'20 INCH PEN OAK TREE ON NORTH SIDE OF LOUISIANA HIGHWAY 1.  DISK SET
 BX1239'IN TOP OF CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS
 BX1239'SET 1 FOOT NORTH OF THE MARK.
 BX1239
 BX1239                          STATION RECOVERY (1977)
 BX1239
 BX1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1239'RECOVERED IN GOOD CONDITION.
 BX1239
 BX1239                          STATION RECOVERY (1999)
 BX1239
 BX1239'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1240 ***********************************************************************
 BX1240  DESIGNATION -  40 V 89 LADH
 BX1240  PID         -  BX1240
 BX1240  STATE/COUNTY-  LA/RAPIDES
 BX1240  USGS QUAD   -  BOYCE (1992)
 BX1240
 BX1240                         *CURRENT SURVEY CONTROL
 BX1240  ___________________________________________________________________
 BX1240* NAD 83(1986)-  31 23 42.     (N)    092 41 43.     (W)     SCALED    
 BX1240* NAVD 88     -        31.910  (meters)     104.69   (feet)  ADJUSTED  
 BX1240  ___________________________________________________________________
 BX1240  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BX1240  DYNAMIC HT  -          31.871 (meters)     104.56  (feet)  COMP
 BX1240  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 BX1240
 BX1240  VERT ORDER  -  FIRST     CLASS I
 BX1240
 BX1240.The horizontal coordinates were scaled from a topographic map and have
 BX1240.an estimated accuracy of +/- 6 seconds.
 BX1240
 BX1240.The orthometric height was determined by differential leveling
 BX1240.and adjusted by the National Geodetic Survey in February 1994..
 BX1240
 BX1240.The geoid height was determined by GEOID03.
 BX1240
 BX1240.The dynamic height is computed by dividing the NAVD 88
 BX1240.geopotential number by the normal gravity value computed on the
 BX1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1240.degrees latitude (g = 980.6199 gals.).
 BX1240
 BX1240.The modeled gravity was interpolated from observed gravity values.
 BX1240
 BX1240;                    North         East    Units  Estimated Accuracy
 BX1240;SPC LA N     -    99,250.      981,430.      MT  (+/- 180 meters Scaled)
 BX1240
 BX1240                          SUPERSEDED SURVEY CONTROL
 BX1240
 BX1240  NAVD 88 (06/15/91)   31.910  (m)          104.69   (f) UNKNOWN     1 1
 BX1240  NGVD 29 (??/??/??)   31.909  (m)          104.69   (f) ADJUSTED    1 1
 BX1240
 BX1240.Superseded values are not recommended for survey control.
 BX1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1240.See file dsdata.txt to determine how the superseded data were derived.
 BX1240
 BX1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ289734(NAD 83)
 BX1240_MARKER: DD = SURVEY DISK
 BX1240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1240_SP_SET: CURB
 BX1240_STAMPING: 40V89 1968
 BX1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1240
 BX1240  HISTORY     - Date     Condition        Report By
 BX1240  HISTORY     - 1968     MONUMENTED       LADH
 BX1240  HISTORY     - 1969     GOOD             LADTD
 BX1240  HISTORY     - 1977     GOOD             NGS
 BX1240  HISTORY     - 19990424 GOOD             USPSQD
 BX1240
 BX1240                          STATION DESCRIPTION
 BX1240
 BX1240'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1240'1.76 MI NW FROM BOYCE.
 BX1240'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1240'OFFICE IN BOYCE TO LOUISIANA HIGHWAY 1, THENCE 1.6 MILES NORTHEAST
 BX1240'ALONG LOUISIANA HIGHWAY 1.  0.90 MILE NORTHWEST OF BENCH MARK 40V88.
 BX1240'13 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 1.  9 FEET FROM
 BX1240'THE NORTHWEST END OF A CONCRETE BRIDGE ACROSS BAYOU JEAN DE JEAN IN
 BX1240'TOP OF THE NORTH CURB.  DISK SET FLUSH WITH CONCRETE CURB.  A STEEL
 BX1240'WITNESS POST IS SET 10 FEET EAST OF THE MARK.
 BX1240
 BX1240                          STATION RECOVERY (1977)
 BX1240
 BX1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1240'RECOVERED IN GOOD CONDITION.
 BX1240
 BX1240                          STATION RECOVERY (1999)
 BX1240
 BX1240'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0993 ***********************************************************************
 BX0993  DESIGNATION -  40 V 9 LADH
 BX0993  PID         -  BX0993
 BX0993  STATE/COUNTY-  LA/RAPIDES
 BX0993  USGS QUAD   -  ALEXANDRIA (1992)
 BX0993
 BX0993                         *CURRENT SURVEY CONTROL
 BX0993  ___________________________________________________________________
 BX0993* NAD 83(1986)-  31 15 29.     (N)    092 27 59.     (W)     SCALED    
 BX0993* NAVD 88     -        23.73   (+/-2cm)      77.9    (feet)  VERTCON   
 BX0993  ___________________________________________________________________
 BX0993  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BX0993
 BX0993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0993
 BX0993.The horizontal coordinates were scaled from a topographic map and have
 BX0993.an estimated accuracy of +/- 6 seconds.
 BX0993
 BX0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0993.The vertical order pertains to the NGVD 29 superseded value.
 BX0993
 BX0993.The geoid height was determined by GEOID03.
 BX0993
 BX0993;                    North         East    Units  Estimated Accuracy
 BX0993;SPC LA N     -    84,050.    1,003,200.      MT  (+/- 180 meters Scaled)
 BX0993
 BX0993                          SUPERSEDED SURVEY CONTROL
 BX0993
 BX0993  NGVD 29 (??/??/??)   23.713  (m)           77.80   (f) ADJUSTED    2 0
 BX0993
 BX0993.Superseded values are not recommended for survey control.
 BX0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0993.See file dsdata.txt to determine how the superseded data were derived.
 BX0993
 BX0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ508583(NAD 83)
 BX0993_MARKER: DD = SURVEY DISK
 BX0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0993_STAMPING: 40V9 1968
 BX0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0993+STABILITY: SURFACE MOTION
 BX0993
 BX0993  HISTORY     - Date     Condition        Report By
 BX0993  HISTORY     - 1968     MONUMENTED       LADH
 BX0993  HISTORY     - 1969     GOOD             LADTD
 BX0993  HISTORY     - 1977     GOOD             NGS
 BX0993  HISTORY     - 19990424 POOR             USPSQD
 BX0993
 BX0993                          STATION DESCRIPTION
 BX0993
 BX0993'DESCRIBED BY LA TRANSP AND DEV 1969
 BX0993'IN ALEXANDRIA.
 BX0993'ABOUT 0.73 MILES EAST ALONG HORSESHOE DRIVE FROM MASONIC OPEN AIR
 BX0993'GYMNASIUM WHICH IS WEST OF LOUISIANA HIGHWAY 165.  0.73 MILES EAST OF
 BX0993'B.M. 40V10.  0.76 MILES WEST OF B.M. F 15 1934.  41 FEET SOUTH OF
 BX0993'CENTER LINE OF HORSESHOE DRIVE.  54 FEET EAST OF CENTER LINE OF LUCY
 BX0993'AVENUE.  70 FEET SOUTHEAST OF INTERSECTION OF HORSESHOE DRIVE AND LUCY
 BX0993'AVENUE.  30 FEET EAST OF INTERSECTION OF THE EAST END OF A CONCRETE
 BX0993'PIPE UNDER LUCY AVENUE.  29 FEET EAST OF A POWER POLE.  A STANDARD
 BX0993'DISK IN A 10 INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 BX0993'A STEEL WITNESS POST IS SET 2 FEET SOUTH OF THE MARK. SECTIOIN 24, T
 BX0993'1W, R 3N.
 BX0993
 BX0993                          STATION RECOVERY (1977)
 BX0993
 BX0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0993'ABOUT 0.7 MILE EAST ALONG HORSESHOE DRIVE FROM THE MASONIC
 BX0993'OPEN AIR GYMNASIUM WHICH IS WEST OF LOUISIANA HIGHWAY 165, 41
 BX0993'FEET SOUTH OF THE CENTER LINE OF HORSESHOE DRIVE, 54 FEET EAST
 BX0993'OF CENTER LINE OF LOUISE AVENUE, 70 FEET SOUTHEAST OF THE
 BX0993'INTERSECTIONS OF HORSESHOE DRIVE AND LOUISE AVENUE, 30 FEET
 BX0993'EAST OF INTERSECTION OF THE EAST END OF A CONCRETE PIPE
 BX0993'UNDER LOUISE AVENUE, 29 FEET EAST OF A POWER POLE.
 BX0993
 BX0993                          STATION RECOVERY (1999)
 BX0993
 BX0993'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0993'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1241 ***********************************************************************
 BX1241  DESIGNATION -  40 V 90 LADH
 BX1241  PID         -  BX1241
 BX1241  STATE/COUNTY-  LA/RAPIDES
 BX1241  USGS QUAD   -  BOYCE (1992)
 BX1241
 BX1241                         *CURRENT SURVEY CONTROL
 BX1241  ___________________________________________________________________
 BX1241* NAD 83(1986)-  31 24 17.     (N)    092 42 31.     (W)     SCALED    
 BX1241* NAVD 88     -        37.41   (+/-2cm)     122.7    (feet)  VERTCON   
 BX1241  ___________________________________________________________________
 BX1241  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1241
 BX1241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1241
 BX1241.The horizontal coordinates were scaled from a topographic map and have
 BX1241.an estimated accuracy of +/- 6 seconds.
 BX1241
 BX1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1241.The vertical order pertains to the NGVD 29 superseded value.
 BX1241
 BX1241.The geoid height was determined by GEOID03.
 BX1241
 BX1241;                    North         East    Units  Estimated Accuracy
 BX1241;SPC LA N     -   100,330.      980,160.      MT  (+/- 180 meters Scaled)
 BX1241
 BX1241                          SUPERSEDED SURVEY CONTROL
 BX1241
 BX1241  NGVD 29 (??/??/??)   37.414  (m)          122.75   (f) ADJUSTED    2 0
 BX1241
 BX1241.Superseded values are not recommended for survey control.
 BX1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1241.See file dsdata.txt to determine how the superseded data were derived.
 BX1241
 BX1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ277744(NAD 83)
 BX1241_MARKER: DD = SURVEY DISK
 BX1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1241_STAMPING: 40V90 1968
 BX1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1241+STABILITY: SURFACE MOTION
 BX1241
 BX1241  HISTORY     - Date     Condition        Report By
 BX1241  HISTORY     - 1968     MONUMENTED       LADH
 BX1241  HISTORY     - 1969     GOOD             LADTD
 BX1241  HISTORY     - 1977     GOOD             NGS
 BX1241  HISTORY     - 1978     GOOD             LADTD
 BX1241  HISTORY     - 19990424 GOOD             USPSQD
 BX1241
 BX1241                          STATION DESCRIPTION
 BX1241
 BX1241'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1241'2.83 MI NW FROM BOYCE.
 BX1241'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1241'OFFICE IN BOYCE TO LOUISIANA HIGHWAY 1, THENCE 2.70 MILES NORTHEAST
 BX1241'ALONG LOUISIANA HIGHWAY 1.  1.0 MILE NORTH OF BENCH MARK 40V89.  68
 BX1241'FEET NORTH EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 1.  126 FEET
 BX1241'NORTHEAST OF THE EAST END OF A CONCRETE PIPE WITH HEADWALLS.  107 FEET
 BX1241'SOUTHWEST OF A POWER POLE NUMBER 40.  1 FOOT SOUTHWEST OF A BARB WIRE
 BX1241'FENCE.  DISK SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES.  A STEEL
 BX1241'WITNESS POST IS SET 1.5 FEET NORTH OF THE MARK.
 BX1241
 BX1241                          STATION RECOVERY (1977)
 BX1241
 BX1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1241'RECOVERED IN GOOD CONDITION.
 BX1241
 BX1241                          STATION RECOVERY (1978)
 BX1241
 BX1241'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BX1241'TO REACH THIS STATION FROM THE INT. OF LA 8 AND LA 1 IN BOYCE, GO
 BX1241'2.59 MI. N.W. ON LA. 1 TO STATION. STA. IS 67.5 FT. N.E. OF C/L OF LA
 BX1241'1, 108.0 FT. S.E. OF A POWER POLE NO. 40, 130.0 E.S.E. OF THE N.E.
 BX1241'END OF A CONCRETE CROSS-DRAIN UNDER HWY., 1.0 FT. S.W. OF A FENCE,
 BX1241'1.0 FT. EAST OF A METAL WITNESS POST AND SIGN, AND PROJECTING 2 IN.
 BX1241'ABOVE GROUND SURFACE. BRONZE DISK IN CONCRETE MONUMENT STAMPED 40 V
 BX1241'90-1968. ABOUT 0.1 MI. S.E. OF A RAILROAD CROSSING.
 BX1241
 BX1241                          STATION RECOVERY (1999)
 BX1241
 BX1241'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1025 ***********************************************************************
 BX1025  DESIGNATION -  40 V 91 LADH
 BX1025  PID         -  BX1025
 BX1025  STATE/COUNTY-  LA/RAPIDES
 BX1025  USGS QUAD   -  BOYCE (1992)
 BX1025
 BX1025                         *CURRENT SURVEY CONTROL
 BX1025  ___________________________________________________________________
 BX1025* NAD 83(1986)-  31 25 13.     (N)    092 43 24.     (W)     SCALED    
 BX1025* NAVD 88     -        45.22   (+/-2cm)     148.4    (feet)  VERTCON   
 BX1025  ___________________________________________________________________
 BX1025  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX1025
 BX1025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1025
 BX1025.The horizontal coordinates were scaled from a topographic map and have
 BX1025.an estimated accuracy of +/- 6 seconds.
 BX1025
 BX1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1025.The vertical order pertains to the NGVD 29 superseded value.
 BX1025
 BX1025.The geoid height was determined by GEOID03.
 BX1025
 BX1025;                    North         East    Units  Estimated Accuracy
 BX1025;SPC LA N     -   102,060.      978,770.      MT  (+/- 180 meters Scaled)
 BX1025
 BX1025                          SUPERSEDED SURVEY CONTROL
 BX1025
 BX1025  NGVD 29 (??/??/??)   45.222  (m)          148.37   (f) ADJUSTED    2 0
 BX1025
 BX1025.Superseded values are not recommended for survey control.
 BX1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1025.See file dsdata.txt to determine how the superseded data were derived.
 BX1025
 BX1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ262762(NAD 83)
 BX1025_MARKER: DD = SURVEY DISK
 BX1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1025_STAMPING: 40V91 1969
 BX1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1025+STABILITY: SURFACE MOTION
 BX1025
 BX1025  HISTORY     - Date     Condition        Report By
 BX1025  HISTORY     - 1969     MONUMENTED       LADH
 BX1025  HISTORY     - 1977     POOR             NGS
 BX1025  HISTORY     - 19990424 POOR             USPSQD
 BX1025
 BX1025                          STATION DESCRIPTION
 BX1025
 BX1025'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1025'4.43 MI N FROM BOYCE.
 BX1025'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1025'OFFICE AT BOYCE TO LOUISIANA HIGHWAY 1, THENCE 3.05 MILES NORTHEAST
 BX1025'ALONG LOUISIANA 1 TO LOUISIANA HIGHWAY 8, THENCE 0.1 MILE ALONG
 BX1025'LOUISIANA HIGHWAY 8 TO OLD HIGHWAY 1, THENCE 1.05 MILE EAST ALONG OLD
 BX1025'HIGHWAY 1.  0.78 MILE NORTH OF BENCH MARK E 67 1935.  66 FEET WEST OF
 BX1025'CENTERLINE OF OLD HIGHWAY 1.  85 FEET NORTH NORTHWST OF NORTH END OF
 BX1025'18 INCH CONCRETE SIDE DRAIN PIPE. 88 FEET NORTH OF NORTHEAST CORNER OF
 BX1025'A WOOD FRAME HOUSE.  4 FEET NORTH OF A POWER POLE.  DISK IN THE TOP OF
 BX1025'A CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS POST IS SET 1
 BX1025'FOOT WEST OF THE MARK.
 BX1025
 BX1025                          STATION RECOVERY (1977)
 BX1025
 BX1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1025'MARK RECOVERED IN POOR CONDITION.
 BX1025
 BX1025                          STATION RECOVERY (1999)
 BX1025
 BX1025'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1025'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0832 ***********************************************************************
 BJ0832  DESIGNATION -  400 USE
 BJ0832  PID         -  BJ0832
 BJ0832  STATE/COUNTY-  LA/IBERVILLE
 BJ0832  USGS QUAD   -  PIGEON (1980)
 BJ0832
 BJ0832                         *CURRENT SURVEY CONTROL
 BJ0832  ___________________________________________________________________
 BJ0832* NAD 83(1986)-  30 07 24.     (N)    091 19 08.     (W)     SCALED    
 BJ0832* NAVD 88     -         2.242  (meters)       7.36   (feet)  ADJUSTED  
 BJ0832  ___________________________________________________________________
 BJ0832  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ0832  DYNAMIC HT  -           2.239 (meters)       7.35  (feet)  COMP
 BJ0832  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0832
 BJ0832  VERT ORDER  -  FIRST     CLASS I
 BJ0832
 BJ0832.The horizontal coordinates were scaled from a topographic map and have
 BJ0832.an estimated accuracy of +/- 6 seconds.
 BJ0832
 BJ0832.The orthometric height was determined by differential leveling
 BJ0832.and adjusted by the National Geodetic Survey in February 1994..
 BJ0832
 BJ0832.The geoid height was determined by GEOID03.
 BJ0832
 BJ0832.The dynamic height is computed by dividing the NAVD 88
 BJ0832.geopotential number by the normal gravity value computed on the
 BJ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0832.degrees latitude (g = 980.6199 gals.).
 BJ0832
 BJ0832.The modeled gravity was interpolated from observed gravity values.
 BJ0832
 BJ0832;                    North         East    Units  Estimated Accuracy
 BJ0832;SPC LA S     -   179,940.    1,001,390.      MT  (+/- 180 meters Scaled)
 BJ0832
 BJ0832                          SUPERSEDED SURVEY CONTROL
 BJ0832
 BJ0832  NGVD 29 (??/??/??)    2.274  (m)            7.46   (f) ADJUSTED    1 1
 BJ0832
 BJ0832.Superseded values are not recommended for survey control.
 BJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0832.See file dsdata.txt to determine how the superseded data were derived.
 BJ0832
 BJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP619336(NAD 83)
 BJ0832_MARKER: DD = SURVEY DISK
 BJ0832_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0832_SP_SET: PIPE MARK
 BJ0832_STAMPING: O 400
 BJ0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0832
 BJ0832  HISTORY     - Date     Condition        Report By
 BJ0832  HISTORY     - UNK      MONUMENTED       USE
 BJ0832  HISTORY     - 1976     GOOD             NGS
 BJ0832
 BJ0832                          STATION DESCRIPTION
 BJ0832
 BJ0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0832'2.4 MI SOUTH FROM BAYOU SORREL.
 BJ0832'2.4 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0832'FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE, 0.6 MILE SOUTH OF
 BJ0832'THE BAYOU SORREL LOCKS, AT THE JUNCTION OF A SHELL ROAD LEADING EAST,
 BJ0832'320 FT EAST OF THE CENTER LINE OF THE ROAD, 16.5 FT SOUTH OF THE
 BJ0832'CENTER LINE OF THE SHELL ROAD, 10.6 FT SOUTH OF THE SOUTH END OF A
 BJ0832'GATE, 2.0 FT WEST OF A FENCE, A DISK SCREWED ON THE TOP OF A 1-INCH
 BJ0832'IRON PIPE WHICH PROJECTS 0.2 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3997 ***********************************************************************
 BJ3997  DESIGNATION -  401
 BJ3997  PID         -  BJ3997
 BJ3997  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3997  USGS QUAD   -  COMITE (1996)
 BJ3997
 BJ3997                         *CURRENT SURVEY CONTROL
 BJ3997  ___________________________________________________________________
 BJ3997* NAD 83(1986)-  30 30 30.     (N)    091 01 48.     (W)     SCALED    
 BJ3997* NAVD 88     -        15.569  (meters)      51.08   (feet)  ADJUSTED  
 BJ3997  ___________________________________________________________________
 BJ3997  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3997  DYNAMIC HT  -          15.549 (meters)      51.01  (feet)  COMP
 BJ3997  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 BJ3997
 BJ3997  VERT ORDER  -  SECOND    CLASS II
 BJ3997
 BJ3997.The horizontal coordinates were scaled from a topographic map and have
 BJ3997.an estimated accuracy of +/- 6 seconds.
 BJ3997
 BJ3997.The orthometric height was determined by differential leveling
 BJ3997.and adjusted by the National Geodetic Survey in February 1994..
 BJ3997
 BJ3997.The geoid height was determined by GEOID03.
 BJ3997
 BJ3997.The dynamic height is computed by dividing the NAVD 88
 BJ3997.geopotential number by the normal gravity value computed on the
 BJ3997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3997.degrees latitude (g = 980.6199 gals.).
 BJ3997
 BJ3997.The modeled gravity was interpolated from observed gravity values.
 BJ3997
 BJ3997;                    North         East    Units  Estimated Accuracy
 BJ3997;SPC LA S     -   222,650.    1,029,120.      MT  (+/- 180 meters Scaled)
 BJ3997
 BJ3997                          SUPERSEDED SURVEY CONTROL
 BJ3997
 BJ3997.No superseded survey control is available for this station.
 BJ3997
 BJ3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP890767(NAD 83)
 BJ3997_MARKER: DB = BENCH MARK DISK
 BJ3997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3997_SP_SET: CONCRETE POST
 BJ3997_STAMPING: 401
 BJ3997_MARK LOGO: LA-033
 BJ3997_PROJECTION: RECESSED 20 CENTIMETERS
 BJ3997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3997+STABILITY: SURFACE MOTION
 BJ3997
 BJ3997  HISTORY     - Date     Condition        Report By
 BJ3997  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3997  HISTORY     - 1987     GOOD             LA-033
 BJ3997
 BJ3997                          STATION DESCRIPTION
 BJ3997
 BJ3997'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3997'10.9 KM (6.75 MI) SSW FROM INDIAN MOUND.
 BJ3997'ABOUT 9.3 KM (5.8 MI) NORTHEAST ALONG GREENWELL SPRINGS ROAD (STATE
 BJ3997'HIGHWAY 37) FROM THE INTERSECTION OF AIRLINE HIGHWAY (U.S HIGHWAY 61)
 BJ3997'AND GREENWELL SPRINGS ROAD TO THE ST. ALPHONSUS CATHOLIC CHURCH AND
 BJ3997'THE MARK ON THE RIGHT, ABOUT 76.2 METERS (250 FT) NORTH-NORTHEAST OF
 BJ3997'FRENCHTOWN ROAD, 36 METERS (118 FT) SOUTHEAST OF THE CENTERLINE OF
 BJ3997'THE EAST BOUND LANES OF THE HIGHWAY, 5.2 METERS (17 FT) SOUTHEAST OF
 BJ3997'A FIRE HYDRANT AND 1.8 METERS (6 FT) NORTHWEST OF A 30-INCH PINE
 BJ3997'TREE.
 BJ3997'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3997'THE MARK IS 0.30 M BELOW GREENWELL SPRINGS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3952 ***********************************************************************
 BJ3952  DESIGNATION -  402 73
 BJ3952  PID         -  BJ3952
 BJ3952  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3952  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3952
 BJ3952                         *CURRENT SURVEY CONTROL
 BJ3952  ___________________________________________________________________
 BJ3952* NAD 83(1986)-  30 29 53.     (N)    091 01 05.     (W)     SCALED    
 BJ3952* NAVD 88     -        13.478  (meters)      44.22   (feet)  ADJUSTED  
 BJ3952  ___________________________________________________________________
 BJ3952  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3952  DYNAMIC HT  -          13.461 (meters)      44.16  (feet)  COMP
 BJ3952  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ3952
 BJ3952  VERT ORDER  -  SECOND    CLASS II
 BJ3952
 BJ3952.The horizontal coordinates were scaled from a topographic map and have
 BJ3952.an estimated accuracy of +/- 6 seconds.
 BJ3952
 BJ3952.The orthometric height was determined by differential leveling
 BJ3952.and adjusted by the National Geodetic Survey in February 1994..
 BJ3952
 BJ3952.The geoid height was determined by GEOID03.
 BJ3952
 BJ3952.The dynamic height is computed by dividing the NAVD 88
 BJ3952.geopotential number by the normal gravity value computed on the
 BJ3952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3952.degrees latitude (g = 980.6199 gals.).
 BJ3952
 BJ3952.The modeled gravity was interpolated from observed gravity values.
 BJ3952
 BJ3952;                    North         East    Units  Estimated Accuracy
 BJ3952;SPC LA S     -   221,520.    1,030,270.      MT  (+/- 180 meters Scaled)
 BJ3952
 BJ3952                          SUPERSEDED SURVEY CONTROL
 BJ3952
 BJ3952.No superseded survey control is available for this station.
 BJ3952
 BJ3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP902756(NAD 83)
 BJ3952_MARKER: DB = BENCH MARK DISK
 BJ3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3952_SP_SET: CONCRETE POST
 BJ3952_STAMPING: 402-73 1973
 BJ3952_MARK LOGO: LA-033
 BJ3952_PROJECTION: FLUSH
 BJ3952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3952+STABILITY: SURFACE MOTION
 BJ3952
 BJ3952  HISTORY     - Date     Condition        Report By
 BJ3952  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3952  HISTORY     - 1987     GOOD             LA-033
 BJ3952
 BJ3952                          STATION DESCRIPTION
 BJ3952
 BJ3952'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3952'IN BATON ROUGE.
 BJ3952'LOCATED EAST OF THE CITY OF BATON ROUGE ABOUT 1.8 KM (1.1 MI)
 BJ3952'SOUTHEAST ON FRENCHTOWN ROAD FROM THE INTERSECTION OF GREENWELL
 BJ3952'SPRINGS ROAD AND FRENCHTOWN ROAD, 7.0 METERS (23 FEET) SOUTHWEST OF
 BJ3952'THE CENTER OF FRENCHTOWN ROAD, 6.1 METERS (20 FEET) SOUTHEAST OF THE
 BJ3952'CENTER OF A GRAVEL DRIVE, 2.7 METERS (9.0 FEET) NORTHWEST OF A CORNER
 BJ3952'FENCE POST, AND 0.61 METERS (2.0 FEET) NORTHEAST OF A RED BOARD
 BJ3952'FENCE.
 BJ3952'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 BJ3952'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3953 ***********************************************************************
 BJ3953  DESIGNATION -  403 73
 BJ3953  PID         -  BJ3953
 BJ3953  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3953  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3953
 BJ3953                         *CURRENT SURVEY CONTROL
 BJ3953  ___________________________________________________________________
 BJ3953* NAD 83(1986)-  30 29 39.     (N)    091 00 15.     (W)     SCALED    
 BJ3953* NAVD 88     -        14.369  (meters)      47.14   (feet)  ADJUSTED  
 BJ3953  ___________________________________________________________________
 BJ3953  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3953  DYNAMIC HT  -          14.351 (meters)      47.08  (feet)  COMP
 BJ3953  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ3953
 BJ3953  VERT ORDER  -  SECOND    CLASS II
 BJ3953
 BJ3953.The horizontal coordinates were scaled from a topographic map and have
 BJ3953.an estimated accuracy of +/- 6 seconds.
 BJ3953
 BJ3953.The orthometric height was determined by differential leveling
 BJ3953.and adjusted by the National Geodetic Survey in February 1994..
 BJ3953
 BJ3953.The geoid height was determined by GEOID03.
 BJ3953
 BJ3953.The dynamic height is computed by dividing the NAVD 88
 BJ3953.geopotential number by the normal gravity value computed on the
 BJ3953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3953.degrees latitude (g = 980.6199 gals.).
 BJ3953
 BJ3953.The modeled gravity was interpolated from observed gravity values.
 BJ3953
 BJ3953;                    North         East    Units  Estimated Accuracy
 BJ3953;SPC LA S     -   221,090.    1,031,600.      MT  (+/- 180 meters Scaled)
 BJ3953
 BJ3953                          SUPERSEDED SURVEY CONTROL
 BJ3953
 BJ3953.No superseded survey control is available for this station.
 BJ3953
 BJ3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP915752(NAD 83)
 BJ3953_MARKER: DB = BENCH MARK DISK
 BJ3953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3953_SP_SET: CONCRETE POST
 BJ3953_STAMPING: 403-73 1973
 BJ3953_MARK LOGO: LA-033
 BJ3953_PROJECTION: FLUSH
 BJ3953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3953+STABILITY: SURFACE MOTION
 BJ3953
 BJ3953  HISTORY     - Date     Condition        Report By
 BJ3953  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3953  HISTORY     - 1987     GOOD             LA-033
 BJ3953
 BJ3953                          STATION DESCRIPTION
 BJ3953
 BJ3953'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3953'IN BATON ROUGE.
 BJ3953'LOCATED EAST OF THE CITY OF BATON ROUGE AND SOUTH OFF OF GREENWELL
 BJ3953'SPRINGS ROAD ON FRENCHTOWN ROAD TO ITS JUNCTION WITH PLANCHET ROAD,
 BJ3953'9.1 METERS (30 FEET) NORTHEAST OF THE CENTERLINE OF FRENCHTOWN ROAD,
 BJ3953'7.9 METERS (26 FEET) SOUTHEAST OF THE CENTERLINE OF PLANCHET ROAD,
 BJ3953'7.6 METERS (25 FEET) SOUTHWEST OF A 36-INCH OAK TREE, AND 2.7 METERS
 BJ3953'(9 FEET) EAST OF A POWER POLE.
 BJ3953'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 BJ3953'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4075 ***********************************************************************
 BJ4075  DESIGNATION -  408
 BJ4075  PID         -  BJ4075
 BJ4075  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4075  USGS QUAD   -  COMITE (1996)
 BJ4075
 BJ4075                         *CURRENT SURVEY CONTROL
 BJ4075  ___________________________________________________________________
 BJ4075* NAD 83(1986)-  30 30 49.     (N)    091 06 30.     (W)     SCALED    
 BJ4075* NAVD 88     -        17.439  (meters)      57.21   (feet)  ADJUSTED  
 BJ4075  ___________________________________________________________________
 BJ4075  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4075  DYNAMIC HT  -          17.416 (meters)      57.14  (feet)  COMP
 BJ4075  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 BJ4075
 BJ4075  VERT ORDER  -  SECOND    CLASS II
 BJ4075
 BJ4075.The horizontal coordinates were scaled from a topographic map and have
 BJ4075.an estimated accuracy of +/- 6 seconds.
 BJ4075
 BJ4075.The orthometric height was determined by differential leveling
 BJ4075.and adjusted by the National Geodetic Survey in February 1994..
 BJ4075
 BJ4075.The geoid height was determined by GEOID03.
 BJ4075
 BJ4075.The dynamic height is computed by dividing the NAVD 88
 BJ4075.geopotential number by the normal gravity value computed on the
 BJ4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4075.degrees latitude (g = 980.6199 gals.).
 BJ4075
 BJ4075.The modeled gravity was interpolated from observed gravity values.
 BJ4075
 BJ4075;                    North         East    Units  Estimated Accuracy
 BJ4075;SPC LA S     -   223,220.    1,021,600.      MT  (+/- 180 meters Scaled)
 BJ4075
 BJ4075                          SUPERSEDED SURVEY CONTROL
 BJ4075
 BJ4075.No superseded survey control is available for this station.
 BJ4075
 BJ4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP815772(NAD 83)
 BJ4075_MARKER: DB = BENCH MARK DISK
 BJ4075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4075_SP_SET: CONCRETE POST
 BJ4075_STAMPING: 408
 BJ4075_MARK LOGO: LA-033
 BJ4075_PROJECTION: FLUSH
 BJ4075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4075+STABILITY: SURFACE MOTION
 BJ4075
 BJ4075  HISTORY     - Date     Condition        Report By
 BJ4075  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4075  HISTORY     - 1987     GOOD             LA-033
 BJ4075
 BJ4075                          STATION DESCRIPTION
 BJ4075
 BJ4075'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4075'2.5 KM (1.55 MI) NW FROM BATON ROUGE.
 BJ4075'ABOUT 2.5 KM (1.55 MI) NORTHWEST ALONG MICKENS ROAD FROM THE INTER-
 BJ4075'SECTION OF JOOR ROAD AND MICKENS ROAD IN THE NORTHEAST PART OF BATON
 BJ4075'ROUGE TO THE MARK ON THE RIGHT, 36.6 METERS (120 FT) NORTHWEST OF A
 BJ4075'POWER LINE POLE, 11.6 METERS (38 FT) NORTHEAST OF THE CENTERLINE OF
 BJ4075'MICKENS ROAD AND 0.3 METERS (1 FT) SOUTHWEST OF A FENCE.
 BJ4075'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ4075'THE MARK IS 0.30 M BELOW MICKENS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4088 ***********************************************************************
 BJ4088  DESIGNATION -  409
 BJ4088  PID         -  BJ4088
 BJ4088  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4088  USGS QUAD   -  COMITE (1996)
 BJ4088
 BJ4088                         *CURRENT SURVEY CONTROL
 BJ4088  ___________________________________________________________________
 BJ4088* NAD 83(1986)-  30 30 15.     (N)    091 05 10.     (W)     SCALED    
 BJ4088* NAVD 88     -        16.105  (meters)      52.84   (feet)  ADJUSTED  
 BJ4088  ___________________________________________________________________
 BJ4088  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4088  DYNAMIC HT  -          16.084 (meters)      52.77  (feet)  COMP
 BJ4088  MODELED GRAV-     979,341.2   (mgal)                       NAVD 88
 BJ4088
 BJ4088  VERT ORDER  -  SECOND    CLASS II
 BJ4088
 BJ4088.The horizontal coordinates were scaled from a topographic map and have
 BJ4088.an estimated accuracy of +/- 6 seconds.
 BJ4088
 BJ4088.The orthometric height was determined by differential leveling
 BJ4088.and adjusted by the National Geodetic Survey in February 1994..
 BJ4088
 BJ4088.The geoid height was determined by GEOID03.
 BJ4088
 BJ4088.The dynamic height is computed by dividing the NAVD 88
 BJ4088.geopotential number by the normal gravity value computed on the
 BJ4088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4088.degrees latitude (g = 980.6199 gals.).
 BJ4088
 BJ4088.The modeled gravity was interpolated from observed gravity values.
 BJ4088
 BJ4088;                    North         East    Units  Estimated Accuracy
 BJ4088;SPC LA S     -   222,180.    1,023,730.      MT  (+/- 180 meters Scaled)
 BJ4088
 BJ4088                          SUPERSEDED SURVEY CONTROL
 BJ4088
 BJ4088.No superseded survey control is available for this station.
 BJ4088
 BJ4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP836762(NAD 83)
 BJ4088_MARKER: DB = BENCH MARK DISK
 BJ4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4088_SP_SET: CONCRETE POST
 BJ4088_STAMPING: 409
 BJ4088_MARK LOGO: LA-033
 BJ4088_PROJECTION: FLUSH
 BJ4088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4088+STABILITY: SURFACE MOTION
 BJ4088
 BJ4088  HISTORY     - Date     Condition        Report By
 BJ4088  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4088  HISTORY     - 1987     GOOD             LA-033
 BJ4088
 BJ4088                          STATION DESCRIPTION
 BJ4088
 BJ4088'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4088'IN BATON ROUGE.
 BJ4088'THE MARK IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 BJ4088'JOOR ROAD AND MICKENS ROAD IN THE NORTHEAST PART OF BATON ROUGE, 17.1
 BJ4088'METERS (56 FT) NORTHWEST OF THE CENTERLINE OF JOOR ROAD, 20.4 METERS
 BJ4088'(67 FT) SOUTHWEST OF THE CENTERLINE OF MICKENS ROAD, AND AT THE EDGE
 BJ4088'OF THE TIMBER LINE WITH OVERHEAD POWER LINES ABOVE THE MARK.
 BJ4088'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ4088'THE MARK IS 0.46 M BELOW JOOR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3913 ***********************************************************************
 BJ3913  DESIGNATION -  41 87
 BJ3913  PID         -  BJ3913
 BJ3913  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3913  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3913
 BJ3913                         *CURRENT SURVEY CONTROL
 BJ3913  ___________________________________________________________________
 BJ3913* NAD 83(1986)-  30 32 31.     (N)    091 08 13.     (W)     SCALED    
 BJ3913* NAVD 88     -        18.995  (meters)      62.32   (feet)  ADJUSTED  
 BJ3913  ___________________________________________________________________
 BJ3913  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3913  DYNAMIC HT  -          18.970 (meters)      62.24  (feet)  COMP
 BJ3913  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3913
 BJ3913  VERT ORDER  -  SECOND    CLASS II
 BJ3913
 BJ3913.The horizontal coordinates were scaled from a topographic map and have
 BJ3913.an estimated accuracy of +/- 6 seconds.
 BJ3913
 BJ3913.The orthometric height was determined by differential leveling
 BJ3913.and adjusted by the National Geodetic Survey in February 1994..
 BJ3913
 BJ3913.The geoid height was determined by GEOID03.
 BJ3913
 BJ3913.The dynamic height is computed by dividing the NAVD 88
 BJ3913.geopotential number by the normal gravity value computed on the
 BJ3913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3913.degrees latitude (g = 980.6199 gals.).
 BJ3913
 BJ3913.The modeled gravity was interpolated from observed gravity values.
 BJ3913
 BJ3913;                    North         East    Units  Estimated Accuracy
 BJ3913;SPC LA S     -   226,360.    1,018,840.      MT  (+/- 180 meters Scaled)
 BJ3913
 BJ3913                          SUPERSEDED SURVEY CONTROL
 BJ3913
 BJ3913.No superseded survey control is available for this station.
 BJ3913
 BJ3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP787803(NAD 83)
 BJ3913_MARKER: DB = BENCH MARK DISK
 BJ3913_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3913_SP_SET: BRIDGE ABUTMENT
 BJ3913_STAMPING: 41-87 1987
 BJ3913_MARK LOGO: LA-033
 BJ3913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3913+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 BJ3913
 BJ3913  HISTORY     - Date     Condition        Report By
 BJ3913  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3913  HISTORY     - 20050802 GOOD             SJB
 BJ3913
 BJ3913                          STATION DESCRIPTION
 BJ3913
 BJ3913'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3913'IN BROWNSFIELD.
 BJ3913'ABOUT 0.2 KM (0.1 MILE) NORTH ALONG PLANK ROAD, STATE HIGHWAY 67 FROM
 BJ3913'THE INTERSECTION OF BLOUNT ROAD AND PLANK ROAD AT THE NORTHEAST
 BJ3913'CORNER OF RYAN AIRPORT AND AT THE SOUTH EDGE OF BROWNSFIELD TO
 BJ3913'CYPRESS BAYOU BRIDGE AND THE BENCH MARK, THE DISK IS CEMENTED IN A
 BJ3913'DRILL HOLE IN THE CONCRETE BRIDGE ABUTMENT 0.3 METERS (1 FOOT) ABOVE
 BJ3913'THE BRIDGE FLOOR AT THE FIRST EXPANSION JOINT OF THE BRIDGE FLOOR 6.4
 BJ3913'METERS (21 FEET) SOUTH OF THE NORTHEAST END OF THE BRIDGE.
 BJ3913'THE MARK IS 5.89 METERS  SW FROM A WITNESS POST.
 BJ3913'THE MARK IS 0.30 M BELOW PLANK ROAD.
 BJ3913
 BJ3913                          STATION RECOVERY (2005)
 BJ3913
 BJ3913'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ3913'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1979 ***********************************************************************
 BJ1979  DESIGNATION -  41 BOLT
 BJ1979  PID         -  BJ1979
 BJ1979  STATE/COUNTY-  LA/IBERVILLE
 BJ1979  USGS QUAD   -  PIGEON (1980)
 BJ1979
 BJ1979                         *CURRENT SURVEY CONTROL
 BJ1979  ___________________________________________________________________
 BJ1979* NAD 83(1986)-  30 07 17.     (N)    091 16 56.     (W)     SCALED    
 BJ1979* NAVD 88     -         0.60   (+/-2cm)       2.0    (feet)  VERTCON   
 BJ1979  ___________________________________________________________________
 BJ1979  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ1979
 BJ1979  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1979
 BJ1979.The horizontal coordinates were scaled from a topographic map and have
 BJ1979.an estimated accuracy of +/- 6 seconds.
 BJ1979
 BJ1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1979.The vertical order pertains to the NGVD 29 superseded value.
 BJ1979
 BJ1979.The geoid height was determined by GEOID03.
 BJ1979
 BJ1979;                    North         East    Units  Estimated Accuracy
 BJ1979;SPC LA S     -   179,720.    1,004,930.      MT  (+/- 180 meters Scaled)
 BJ1979
 BJ1979                          SUPERSEDED SURVEY CONTROL
 BJ1979
 BJ1979  NGVD 29 (??/??/??)    0.638  (m)            2.09   (f) ADJUSTED    1 2
 BJ1979
 BJ1979.Superseded values are not recommended for survey control.
 BJ1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1979.See file dsdata.txt to determine how the superseded data were derived.
 BJ1979
 BJ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP654334(NAD 83)
 BJ1979_MARKER: B = BOLT
 BJ1979_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1979_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1979_STAMPING: PBM 41
 BJ1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1979
 BJ1979  HISTORY     - Date     Condition        Report By
 BJ1979  HISTORY     - UNK      MONUMENTED       DOD
 BJ1979  HISTORY     - 1965     GOOD             CGS
 BJ1979
 BJ1979                          STATION DESCRIPTION
 BJ1979
 BJ1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1979'4.95 MI SE FROM BAYOU SORREL.
 BJ1979'ABOUT 4.95 MILES SOUTHEAST ALONG STATE ROAD 75 FROM THE FERRY LANDING
 BJ1979'AT BAYOU SORREL, OR ABOUT 4.5 MILES NORTH ALONG STATE ROAD 75 FROM THE
 BJ1979'NORTH END OF A BRIDGE OVER THE LOWER GRAND RIVER AT PIGEON, ABOUT 0.25
 BJ1979'MILE SOUTH OF THE JUNCTION OF STATE ROADS 404 AND 75, ABOUT 0.15 MILE
 BJ1979'SOUTH OF THE MOST SOUTHERLY OF A GROUP OF OIL TANKS, 294 FEET EAST OF
 BJ1979'THE CENTER LINE OF THE ROAD, 153 FEET NORTHEAST OF THE NORTHEAST
 BJ1979'CORNER OF A HOUSE, 17 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD
 BJ1979'SHED, 15 FEET EAST OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BJ1979'ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 2.5 FEET
 BJ1979'UNDER THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH
 BJ1979'PROJECTS 16 INCHES, AND BEARS A CORPS OF ENGINEERS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1978 ***********************************************************************
 BJ1978  DESIGNATION -  41 CAP
 BJ1978  PID         -  BJ1978
 BJ1978  STATE/COUNTY-  LA/IBERVILLE
 BJ1978  USGS QUAD   -  PIGEON (1980)
 BJ1978
 BJ1978                         *CURRENT SURVEY CONTROL
 BJ1978  ___________________________________________________________________
 BJ1978* NAD 83(1986)-  30 07 17.     (N)    091 16 56.     (W)     SCALED    
 BJ1978* NAVD 88     -         1.83   (+/-2cm)       6.0    (feet)  VERTCON   
 BJ1978  ___________________________________________________________________
 BJ1978  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ1978
 BJ1978  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1978
 BJ1978.The horizontal coordinates were scaled from a topographic map and have
 BJ1978.an estimated accuracy of +/- 6 seconds.
 BJ1978
 BJ1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1978.The vertical order pertains to the NGVD 29 superseded value.
 BJ1978
 BJ1978.The geoid height was determined by GEOID03.
 BJ1978
 BJ1978;                    North         East    Units  Estimated Accuracy
 BJ1978;SPC LA S     -   179,720.    1,004,930.      MT  (+/- 180 meters Scaled)
 BJ1978
 BJ1978                          SUPERSEDED SURVEY CONTROL
 BJ1978
 BJ1978  NGVD 29 (??/??/??)    1.868  (m)            6.13   (f) ADJUSTED    1 2
 BJ1978
 BJ1978.Superseded values are not recommended for survey control.
 BJ1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1978.See file dsdata.txt to determine how the superseded data were derived.
 BJ1978
 BJ1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP654334(NAD 83)
 BJ1978_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1978_STAMPING: PBM 41
 BJ1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1978
 BJ1978  HISTORY     - Date     Condition        Report By
 BJ1978  HISTORY     - UNK      MONUMENTED       DOD
 BJ1978  HISTORY     - 1965     GOOD             CGS
 BJ1978
 BJ1978                          STATION DESCRIPTION
 BJ1978
 BJ1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1978'4.95 MI SE FROM BAYOU SORREL.
 BJ1978'ABOUT 4.95 MILES SOUTHEAST ALONG STATE ROAD 75 FROM THE FERRY LANDING
 BJ1978'AT BAYOU SORREL, OR ABOUT 4.5 MILES NORTH ALONG STATE ROAD 75 FROM THE
 BJ1978'NORTH END OF A BRIDGE OVER THE LOWER GRAND RIVER AT PIGEON, ABOUT 0.25
 BJ1978'MILE SOUTH OF THE JUNCTION OF STATE ROADS 404 AND 75, ABOUT 0.15 MILE
 BJ1978'SOUTH OF THE MOST SOUTHERLY OF A GROUP OF OIL TANKS, 294 FEET EAST OF
 BJ1978'THE CENTER LINE OF THE ROAD, 153 FEET NORTHEAST OF THE NORTHEAST
 BJ1978'CORNER OF A HOUSE, 17 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD
 BJ1978'SHED, 15 FEET EAST OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BJ1978'ROAD, AN IRON PIPE WHICH PROJECTS 16 INCHES, AND BEARS A CORPS OF
 BJ1978'ENGINEERS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4080 ***********************************************************************
 BJ4080  DESIGNATION -  411
 BJ4080  PID         -  BJ4080
 BJ4080  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4080  USGS QUAD   -  COMITE (1996)
 BJ4080
 BJ4080                         *CURRENT SURVEY CONTROL
 BJ4080  ___________________________________________________________________
 BJ4080* NAD 83(1986)-  30 31 16.     (N)    091 03 55.     (W)     SCALED    
 BJ4080* NAVD 88     -        16.258  (meters)      53.34   (feet)  ADJUSTED  
 BJ4080  ___________________________________________________________________
 BJ4080  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4080  DYNAMIC HT  -          16.237 (meters)      53.27  (feet)  COMP
 BJ4080  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ4080
 BJ4080  VERT ORDER  -  SECOND    CLASS II
 BJ4080
 BJ4080.The horizontal coordinates were scaled from a topographic map and have
 BJ4080.an estimated accuracy of +/- 6 seconds.
 BJ4080
 BJ4080.The orthometric height was determined by differential leveling
 BJ4080.and adjusted by the National Geodetic Survey in February 1994..
 BJ4080
 BJ4080.The geoid height was determined by GEOID03.
 BJ4080
 BJ4080.The dynamic height is computed by dividing the NAVD 88
 BJ4080.geopotential number by the normal gravity value computed on the
 BJ4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4080.degrees latitude (g = 980.6199 gals.).
 BJ4080
 BJ4080.The modeled gravity was interpolated from observed gravity values.
 BJ4080
 BJ4080;                    North         East    Units  Estimated Accuracy
 BJ4080;SPC LA S     -   224,060.    1,025,730.      MT  (+/- 180 meters Scaled)
 BJ4080
 BJ4080                          SUPERSEDED SURVEY CONTROL
 BJ4080
 BJ4080.No superseded survey control is available for this station.
 BJ4080
 BJ4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP856781(NAD 83)
 BJ4080_MARKER: DB = BENCH MARK DISK
 BJ4080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4080_SP_SET: CONCRETE POST
 BJ4080_STAMPING: 411
 BJ4080_MARK LOGO: LA-033
 BJ4080_PROJECTION: FLUSH
 BJ4080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4080+STABILITY: SURFACE MOTION
 BJ4080
 BJ4080  HISTORY     - Date     Condition        Report By
 BJ4080  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4080  HISTORY     - 1987     GOOD             LA-033
 BJ4080
 BJ4080                          STATION DESCRIPTION
 BJ4080
 BJ4080'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4080'IN BATON ROUGE.
 BJ4080'ABOUT 1.3 KM (0.8 MI) SOUTHWEST ALONG JOOR ROAD FROM THE INTERSECTION
 BJ4080'OF JOOR ROAD AND LOVETT ROAD IN THE NORTHEAST PART OF BATON ROUGE, 11
 BJ4080'METERS (36 FT) NORTHWEST OF THE CENTERLINE OF JOOR ROAD, 7 METERS (23
 BJ4080'FT) SOUTH OF A CONCRETE POST RIGHT-OF-WAY MARKER AND 1.2 METERS (4
 BJ4080'FT) EAST OF A CORNER FENCE POST.
 BJ4080'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4080'THE MARK IS 0.61 M BELOW JOOR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4074 ***********************************************************************
 BJ4074  DESIGNATION -  412
 BJ4074  PID         -  BJ4074
 BJ4074  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4074  USGS QUAD   -  COMITE (1996)
 BJ4074
 BJ4074                         *CURRENT SURVEY CONTROL
 BJ4074  ___________________________________________________________________
 BJ4074* NAD 83(1986)-  30 31 53.     (N)    091 03 45.     (W)     SCALED    
 BJ4074* NAVD 88     -        17.040  (meters)      55.91   (feet)  ADJUSTED  
 BJ4074  ___________________________________________________________________
 BJ4074  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4074  DYNAMIC HT  -          17.018 (meters)      55.83  (feet)  COMP
 BJ4074  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ4074
 BJ4074  VERT ORDER  -  SECOND    CLASS II
 BJ4074
 BJ4074.The horizontal coordinates were scaled from a topographic map and have
 BJ4074.an estimated accuracy of +/- 6 seconds.
 BJ4074
 BJ4074.The orthometric height was determined by differential leveling
 BJ4074.and adjusted by the National Geodetic Survey in February 1994..
 BJ4074
 BJ4074.The geoid height was determined by GEOID03.
 BJ4074
 BJ4074.The dynamic height is computed by dividing the NAVD 88
 BJ4074.geopotential number by the normal gravity value computed on the
 BJ4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4074.degrees latitude (g = 980.6199 gals.).
 BJ4074
 BJ4074.The modeled gravity was interpolated from observed gravity values.
 BJ4074
 BJ4074;                    North         East    Units  Estimated Accuracy
 BJ4074;SPC LA S     -   225,200.    1,025,990.      MT  (+/- 180 meters Scaled)
 BJ4074
 BJ4074                          SUPERSEDED SURVEY CONTROL
 BJ4074
 BJ4074.No superseded survey control is available for this station.
 BJ4074
 BJ4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP858792(NAD 83)
 BJ4074_MARKER: DB = BENCH MARK DISK
 BJ4074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4074_SP_SET: CONCRETE POST
 BJ4074_STAMPING: 412
 BJ4074_MARK LOGO: LA-033
 BJ4074_PROJECTION: RECESSED 10 CENTIMETERS
 BJ4074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4074+STABILITY: SURFACE MOTION
 BJ4074
 BJ4074  HISTORY     - Date     Condition        Report By
 BJ4074  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4074  HISTORY     - 1987     GOOD             LA-033
 BJ4074
 BJ4074                          STATION DESCRIPTION
 BJ4074
 BJ4074'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4074'IN BATON ROUGE.
 BJ4074'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF JOOR ROAD AND LOVETT
 BJ4074'ROAD AT MAYS AG FOOD STORE BUILDING IN THE NORTHEAST PART OF BATON
 BJ4074'ROUGE, 18.9 METERS (62 FT) SOUTH OF THE CENTERLINE OF LOVETT ROAD,
 BJ4074'25.3 METERS (83 FT) NORTHWEST OF THE CENTERLINE OF JOOR ROAD, 15.5
 BJ4074'METERS (51 FT) NORTHWEST OF A POWER LINE POLE, 15.2 METERS (50 FT)
 BJ4074'NORTHWEST OF A CONCRETE POST RIGHT-OF-WAY MARKER AND 8.8 METERS (29
 BJ4074'FT) SOUTHEAST OF A CONCRETE POST RIGHT-OF-WAY MARKER.
 BJ4074'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4074'THE MARK IS ABOVE LEVEL WITH JOOR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1699 ***********************************************************************
 BK1699  DESIGNATION -  4128 RESET
 BK1699  PID         -  BK1699
 BK1699  STATE/COUNTY-  LA/CALCASIEU
 BK1699  USGS QUAD   -  VINTON (1994)
 BK1699
 BK1699                         *CURRENT SURVEY CONTROL
 BK1699  ___________________________________________________________________
 BK1699* NAD 83(1992)-  30 14 02.21336(N)    093 30 23.15386(W)     ADJUSTED  
 BK1699* NAVD 88     -         5.8  **(meters)      19.   **(feet)  GPS OBS   
 BK1699  **This station is located in a subsidence area (see below).
 BK1699  ___________________________________________________________________
 BK1699  X           -    -337,314.374 (meters)                     COMP
 BK1699  Y           -  -5,504,900.144 (meters)                     COMP
 BK1699  Z           -   3,192,795.937 (meters)                     COMP
 BK1699  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK1699  ELLIP HEIGHT-         -21.70  (meters)          (02/20/02) GPS OBS
 BK1699  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK1699
 BK1699  HORZ ORDER  -  FIRST
 BK1699  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1699  ELLP ORDER  -  FOURTH    CLASS I
 BK1699
 BK1699.The horizontal coordinates were established by GPS observations
 BK1699.and adjusted by the National Geodetic Survey in January 1995..
 BK1699
 BK1699 ** The orthometric height has not been validated since last determined
 BK1699 ** by differential leveling and should not be used for control purposes.
 BK1699 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1699 ** area with valid NAVD 88 orthometric heights.
 BK1699 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1699 ** epoch indicated which incorporates improved geoid heights for the
 BK1699 ** Southern Louisiana Subsidence area.
 BK1699 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1699.The orthometric height was determined by GPS observations and a
 BK1699.high-resolution geoid model.
 BK1699.The vertical order pertains to the NGVD 29 superseded value.
 BK1699
 BK1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1699
 BK1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1699
 BK1699.The ellipsoidal height was determined by GPS observations
 BK1699.and is referenced to NAD 83.
 BK1699
 BK1699.The geoid height was determined by GEOID03.
 BK1699
 BK1699;                    North         East     Units Scale Factor Converg.
 BK1699;SPC LA S     -   194,182.040   790,845.725   MT  0.99993399   -1 05 11.7
 BK1699;SPC LA S     -   637,078.91  2,594,633.02   sFT  0.99993399   -1 05 11.7
 BK1699;UTM  15      - 3,344,817.606   451,270.500   MT  0.99962929   -0 15 18.0
 BK1699
 BK1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1699!SPC LA S     -   1.00000341  x   0.99993399  =   0.99993740
 BK1699!UTM  15      -   1.00000341  x   0.99962929  =   0.99963270
 BK1699
 BK1699                          SUPERSEDED SURVEY CONTROL
 BK1699
 BK1699  ELLIP H (01/13/95)  -21.61   (m)                       GP(       ) 3 2
 BK1699  NGVD 29 (??/??/??)    5.773  (m)           18.94   (f) ADJUSTED    1 1
 BK1699
 BK1699.Superseded values are not recommended for survey control.
 BK1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1699.See file dsdata.txt to determine how the superseded data were derived.
 BK1699
 BK1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5127144818(NAD 83)
 BK1699_MARKER: DV = VERTICAL CONTROL DISK
 BK1699_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BK1699_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BK1699_STAMPING: 4128 RESET 1960
 BK1699_MARK LOGO: LAGS  
 BK1699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1699+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 BK1699
 BK1699  HISTORY     - Date     Condition        Report By
 BK1699  HISTORY     - 1960     MONUMENTED       LAGS
 BK1699  HISTORY     - 1972     GOOD             NGS
 BK1699  HISTORY     - 19901218 GOOD             VFM
 BK1699  HISTORY     - 20030103 GOOD             USPSQD
 BK1699  HISTORY     - 20050627 GOOD             USPSQD
 BK1699
 BK1699                          STATION DESCRIPTION
 BK1699
 BK1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1699'IN EDGERLY.
 BK1699'ABOUT 0.05 MILE NORTH ALONG STATE HIGHWAY 388 FROM THE CROSSING OF THE
 BK1699'SOUTHERN PACIFIC RAILROAD AT EDGERLY, 303 FEET NORTHWEST OF THE
 BK1699'NORTHWEST RAIL, 107 FEET NORTH OF A PLANTATION PIPE LINE CO. MARKER
 BK1699'POST, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ON THE INSIDE
 BK1699'OF A CURVE, 2.4 FEET WEST OF A FENCE, 1.1 FEET EAST OF A METAL WITNESS
 BK1699'POST, ABOUT 2 FEET ABOVE THE HIGHWAY, SET IN THE TOP OF A 6-INCH
 BK1699'CONCRETE PIPE FILLED WITH CONCRETE AND PROJECTING 6 INCHES. SECTION
 BK1699'32, T 9 S, R 11 W.
 BK1699
 BK1699                          STATION RECOVERY (1990)
 BK1699
 BK1699'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK1699'RECOVERED AS DESCRIBED.
 BK1699
 BK1699                          STATION RECOVERY (2003)
 BK1699
 BK1699'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BK1699'RECOVERED IN GOOD CONDITION.
 BK1699
 BK1699                          STATION RECOVERY (2005)
 BK1699
 BK1699'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4084 ***********************************************************************
 BJ4084  DESIGNATION -  414
 BJ4084  PID         -  BJ4084
 BJ4084  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4084  USGS QUAD   -  COMITE (1996)
 BJ4084
 BJ4084                         *CURRENT SURVEY CONTROL
 BJ4084  ___________________________________________________________________
 BJ4084* NAD 83(1986)-  30 31 16.     (N)    091 01 40.     (W)     SCALED    
 BJ4084* NAVD 88     -        16.349  (meters)      53.64   (feet)  ADJUSTED  
 BJ4084  ___________________________________________________________________
 BJ4084  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4084  DYNAMIC HT  -          16.328 (meters)      53.57  (feet)  COMP
 BJ4084  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ4084
 BJ4084  VERT ORDER  -  SECOND    CLASS II
 BJ4084
 BJ4084.The horizontal coordinates were scaled from a topographic map and have
 BJ4084.an estimated accuracy of +/- 6 seconds.
 BJ4084
 BJ4084.The orthometric height was determined by differential leveling
 BJ4084.and adjusted by the National Geodetic Survey in February 1994..
 BJ4084
 BJ4084.The geoid height was determined by GEOID03.
 BJ4084
 BJ4084.The dynamic height is computed by dividing the NAVD 88
 BJ4084.geopotential number by the normal gravity value computed on the
 BJ4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4084.degrees latitude (g = 980.6199 gals.).
 BJ4084
 BJ4084.The modeled gravity was interpolated from observed gravity values.
 BJ4084
 BJ4084;                    North         East    Units  Estimated Accuracy
 BJ4084;SPC LA S     -   224,070.    1,029,330.      MT  (+/- 180 meters Scaled)
 BJ4084
 BJ4084                          SUPERSEDED SURVEY CONTROL
 BJ4084
 BJ4084.No superseded survey control is available for this station.
 BJ4084
 BJ4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP892781(NAD 83)
 BJ4084_MARKER: DB = BENCH MARK DISK
 BJ4084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4084_SP_SET: CONCRETE POST
 BJ4084_STAMPING: 414
 BJ4084_MARK LOGO: LA-033
 BJ4084_PROJECTION: FLUSH
 BJ4084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4084+STABILITY: SURFACE MOTION
 BJ4084
 BJ4084  HISTORY     - Date     Condition        Report By
 BJ4084  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4084  HISTORY     - 1987     GOOD             LA-033
 BJ4084
 BJ4084                          STATION DESCRIPTION
 BJ4084
 BJ4084'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4084'IN BATON ROUGE.
 BJ4084'AT THE INTERSECTION OF SULLIVAN ROAD AND LOVETT ROAD IN THE NORTHEAST
 BJ4084'PART OF BATON ROUGE, 25 METERS (82 FT) SOUTH OF THE CENTERLINE OF
 BJ4084'LOVETT ROAD, 11.6 METERS (38 FT) NORTHWEST OF THE CENTERLINE OF
 BJ4084'SULLIVAN ROAD, 11.3 METERS (37 FT) SOUTHWEST OF A POWER LINE POLE, 3
 BJ4084'METERS (10 FT) EAST OF A 16-INCH OAK TREE AND 0.5 METERS (1.5 FT)
 BJ4084'EAST OF A CONCRETE POST RIGHT-OF-WAY MARKER.
 BJ4084'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ4084'THE MARK IS 0.46 M BELOW SULLIVAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4083 ***********************************************************************
 BJ4083  DESIGNATION -  415
 BJ4083  PID         -  BJ4083
 BJ4083  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4083  USGS QUAD   -  COMITE (1996)
 BJ4083
 BJ4083                         *CURRENT SURVEY CONTROL
 BJ4083  ___________________________________________________________________
 BJ4083* NAD 83(1986)-  30 32 51.     (N)    091 01 45.     (W)     SCALED    
 BJ4083* NAVD 88     -        19.297  (meters)      63.31   (feet)  ADJUSTED  
 BJ4083  ___________________________________________________________________
 BJ4083  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4083  DYNAMIC HT  -          19.272 (meters)      63.23  (feet)  COMP
 BJ4083  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ4083
 BJ4083  VERT ORDER  -  SECOND    CLASS II
 BJ4083
 BJ4083.The horizontal coordinates were scaled from a topographic map and have
 BJ4083.an estimated accuracy of +/- 6 seconds.
 BJ4083
 BJ4083.The orthometric height was determined by differential leveling
 BJ4083.and adjusted by the National Geodetic Survey in February 1994..
 BJ4083
 BJ4083.The geoid height was determined by GEOID03.
 BJ4083
 BJ4083.The dynamic height is computed by dividing the NAVD 88
 BJ4083.geopotential number by the normal gravity value computed on the
 BJ4083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4083.degrees latitude (g = 980.6199 gals.).
 BJ4083
 BJ4083.The modeled gravity was interpolated from observed gravity values.
 BJ4083
 BJ4083;                    North         East    Units  Estimated Accuracy
 BJ4083;SPC LA S     -   227,000.    1,029,190.      MT  (+/- 180 meters Scaled)
 BJ4083
 BJ4083                          SUPERSEDED SURVEY CONTROL
 BJ4083
 BJ4083.No superseded survey control is available for this station.
 BJ4083
 BJ4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP890811(NAD 83)
 BJ4083_MARKER: DB = BENCH MARK DISK
 BJ4083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4083_SP_SET: CONCRETE POST
 BJ4083_STAMPING: 415
 BJ4083_MARK LOGO: LA-033
 BJ4083_PROJECTION: FLUSH
 BJ4083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4083+STABILITY: SURFACE MOTION
 BJ4083
 BJ4083  HISTORY     - Date     Condition        Report By
 BJ4083  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4083  HISTORY     - 1987     GOOD             LA-033
 BJ4083
 BJ4083                          STATION DESCRIPTION
 BJ4083
 BJ4083'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4083'IN BATON ROUGE.
 BJ4083'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF SULLIVAN ROAD AND
 BJ4083'BON DICKEY DRIVE IN THE NORTHEAST PART OF BATON ROUGE, 14.6 METERS
 BJ4083'(48 FT) NORTHEAST OF THE CENTERLINE OF SULLIVAN ROAD, 10.7 METERS (35
 BJ4083'FT) NORTHEAST OF A 12-INCH PINE TREE, 6.4 METERS (21 FT) SOUTH OF THE
 BJ4083'CENTER OF BON DICKEY DRIVE, 2.4 METERS (8 FT) SOUTHEAST OF A 24-INCH
 BJ4083'PINE TREE, 1.5 METERS (5 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX
 BJ4083'AND 0.8 METERS (2.5 FT) SOUTHWEST OF A POWER POLE.
 BJ4083'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ4083'THE MARK IS 0.61 M BELOW SULLIVAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0182 ***********************************************************************
 BK0182  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0182  DESIGNATION -  416
 BK0182  PID         -  BK0182
 BK0182  STATE/COUNTY-  LA/ACADIA
 BK0182  USGS QUAD   -  CROWLEY EAST (1983)
 BK0182
 BK0182                         *CURRENT SURVEY CONTROL
 BK0182  ___________________________________________________________________
 BK0182* NAD 83(1992)-  30 12 50.74581(N)    092 18 52.52836(W)     ADJUSTED  
 BK0182* NAVD 88     -         6.06 **(meters)      19.9  **(feet)  GPS OBS(2004.65)
 BK0182  **This station is located in a subsidence area (see below).
 BK0182  ___________________________________________________________________
 BK0182  EPOCH DATE  -        2004.65
 BK0182  X           -    -222,784.015 (meters)                     COMP
 BK0182  Y           -  -5,511,832.632 (meters)                     COMP
 BK0182  Z           -   3,190,894.600 (meters)                     COMP
 BK0182  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BK0182  ELLIP HEIGHT-         -21.25  (meters)          (06/22/05) GPS OBS
 BK0182  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0182  DYNAMIC HT  -           6.06  (meters)      19.9   (feet)  COMP
 BK0182  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 BK0182
 BK0182  HORZ ORDER  -  B
 BK0182  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0182  ELLP ORDER  -  FOURTH    CLASS I
 BK0182
 BK0182.The horizontal coordinates were established by GPS observations
 BK0182.and adjusted by the National Geodetic Survey in June 2005..
 BK0182.The horizontal coordinates are valid at the epoch date displayed above.
 BK0182.The epoch date for horizontal control is a decimal equivalence
 BK0182.of Year/Month/Day.
 BK0182
 BK0182 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0182 ** and geoid heights are valid at the date of observation. These heights
 BK0182 ** must always be validated when used as control.
 BK0182 ** The orthometric height was determined by GPS observations using
 BK0182 ** precise GPS observation and processing techniques and a new
 BK0182 ** realization of GEOID03. It supersedes the leveled height previously
 BK0182 ** determined for this station.
 BK0182 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0182 ** epoch indicated which incorporates improved geoid heights for the
 BK0182 ** Southern Louisiana Subsidence area.
 BK0182 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0182.The orthometric height was determined by GPS observations and a
 BK0182.high-resolution geoid model using precise GPS observation and
 BK0182.processing techniques. It supersedes the leveled height previously
 BK0182.determined for this station.
 BK0182.WARNING-GPS observations at this control monument resulted in a GPS
 BK0182.derived orthometric height which differed from the leveled height by
 BK0182.more than one decimeter (0.1 meter).
 BK0182.The vertical order pertains to the first NAVD 88 superseded value.
 BK0182
 BK0182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0182
 BK0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0182
 BK0182.The ellipsoidal height was determined by GPS observations
 BK0182.and is referenced to NAD 83.
 BK0182
 BK0182.The geoid height was determined by GEOID03.
 BK0182
 BK0182.The dynamic height is computed by dividing the NAVD 88
 BK0182.geopotential number by the normal gravity value computed on the
 BK0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0182.degrees latitude (g = 980.6199 gals.).
 BK0182
 BK0182.The modeled gravity was interpolated from observed gravity values.
 BK0182
 BK0182;                    North         East     Units Scale Factor Converg.
 BK0182;SPC LA S     -   190,402.638   905,533.485   MT  0.99993264   -0 29 26.3
 BK0182;SPC LA S     -   624,679.32  2,970,904.44   sFT  0.99993264   -0 29 26.3
 BK0182;UTM  15      - 3,342,707.876   565,964.514   MT  0.99965368   +0 20 41.8
 BK0182
 BK0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0182!SPC LA S     -   1.00000334  x   0.99993264  =   0.99993598
 BK0182!UTM  15      -   1.00000334  x   0.99965368  =   0.99965702
 BK0182
 BK0182                          SUPERSEDED SURVEY CONTROL
 BK0182
 BK0182  NAVD 88 (02/14/94)    6.352  (m)           20.84   (f) ADJUSTED    1 1
 BK0182  NAVD 88 (06/15/91)    6.346  (m)           20.82   (f) UNKNOWN     1 1
 BK0182  NGVD 29 (??/??/??)    6.327  (m)           20.76   (f) ADJUSTED    1 1
 BK0182
 BK0182.Superseded values are not recommended for survey control.
 BK0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0182.See file dsdata.txt to determine how the superseded data were derived.
 BK0182
 BK0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6596542708(NAD 83)
 BK0182_MARKER: DD = SURVEY DISK
 BK0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0182_SP_SET: CONCRETE POST
 BK0182_STAMPING: 416 LA GEOD S
 BK0182_MARK LOGO: LAGS  
 BK0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0182+STABILITY: SURFACE MOTION
 BK0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0182+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK0182
 BK0182  HISTORY     - Date     Condition        Report By
 BK0182  HISTORY     - UNK      MONUMENTED       LAGS
 BK0182  HISTORY     - 1970     GOOD             NGS
 BK0182  HISTORY     - 1982     GOOD             NGS
 BK0182  HISTORY     - 1986     GOOD             NGS
 BK0182  HISTORY     - 20040428 GOOD             NGS
 BK0182  HISTORY     - 20051017 GOOD             NGS
 BK0182
 BK0182                          STATION DESCRIPTION
 BK0182
 BK0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0182'3.5 MI E FROM CROWLEY.
 BK0182'ABOUT 0.5 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0182'STATION AT CROWLEY, THENCE 3.0 MILES EAST ALONG A PAVED ROAD, OR ABOUT
 BK0182'0.55 MILE SOUTH ALONG U.S. HIGHWAY 90 AND STATE HIGHWAY 35 FROM THE
 BK0182'RAYNE STATE BANK AND TRUST COMPANY BUILDING AT RAYNE, THENCE 0.9 MILE
 BK0182'SOUTH ALONG STATE HIGHWAY 35, THENCE 2.8 MILES WEST ALONG A GRAVELED
 BK0182'ROAD, 0.1 MILE WEST OF A ROAD INTERSECTION, 21 FEET NORTH OF THE
 BK0182'CENTER LINE OF THE ROAD, 85 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 BK0182'POWER POLE WHICH BRACED BY A GUY WIRE, 93 FEET WEST OF AN UNDERGROUND
 BK0182'TELEPHONE CABLE MARKER, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1
 BK0182'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BK0182'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 36, T 9S, R
 BK0182'1E.
 BK0182
 BK0182                          STATION RECOVERY (1982)
 BK0182
 BK0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0182'RECOVERED IN GOOD CONDITION.
 BK0182
 BK0182                          STATION RECOVERY (1986)
 BK0182
 BK0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0182'RECOVERED IN GOOD CONDITION.
 BK0182
 BK0182                          STATION RECOVERY (2004)
 BK0182
 BK0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0182'THE STATION IS LOCATED ABOUT 3.5 MI EAST OF CROWLEY ON PARISH ROAD
 BK0182'RIGHT OF WAY.
 BK0182' 
 BK0182'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 BK0182'HIGHWAY 1111 SPUR IN  CROWLEY GO EAST FOR 3.15 MI ON HIGHWAY 90 TO  A
 BK0182'PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 1.1  MI ON EBENEZER ROAD
 BK0182'TO THE INTERSECTION WITH STANDARD MILL ROAD, TURN RIGHT AND GO WEST
 BK0182'FOR  0.1 MI ALONG STANDARD MILL ROAD TO THE STATION ON THE RIGHT AND
 BK0182'AN ENTRANCE DRIVE LEADING TO  HOUSE NUMBER 3364 ON THE LEFT.
 BK0182' 
 BK0182'THE STATION IS LOCATED 19.1 M EAST OF THE CENTER OF A GRAVEL DRIVE
 BK0182'LEADING TO A METAL TOWER, 6.4 M  NORTH OF THE CENTER OF STANDARD MILL
 BK0182'ROAD, 0.9 M EAST OF THE EXTENDED CENTER OF THE CONCRETE  DRIVE LEADING
 BK0182'TO HOUSE NUMBER 3364, 0.3 M EAST OF A CARSONITE WITNESS POST, AND THE
 BK0182'MONUMENT IS  FLUSH WITH THE GROUND SURFACE.
 BK0182
 BK0182                          STATION RECOVERY (2005)
 BK0182
 BK0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1468 ***********************************************************************
 BK1468  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK1468  DESIGNATION -  4164 LAGS RESET 1959
 BK1468  PID         -  BK1468
 BK1468  STATE/COUNTY-  LA/CALCASIEU
 BK1468  USGS QUAD   -  SULPHUR (1994)
 BK1468
 BK1468                         *CURRENT SURVEY CONTROL
 BK1468  ___________________________________________________________________
 BK1468* NAD 83(1992)-  30 13 02.02707(N)    093 22 33.82845(W)     ADJUSTED  
 BK1468* NAVD 88     -         3.37 **(meters)      11.1  **(feet)  GPS OBS(2004.65)
 BK1468  **This station is located in a subsidence area (see below).
 BK1468  ___________________________________________________________________
 BK1468  EPOCH DATE  -        2004.65
 BK1468  X           -    -324,842.744 (meters)                     COMP
 BK1468  Y           -  -5,506,582.805 (meters)                     COMP
 BK1468  Z           -   3,191,193.421 (meters)                     COMP
 BK1468  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK1468  ELLIP HEIGHT-         -23.97  (meters)          (06/22/05) GPS OBS
 BK1468  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK1468  DYNAMIC HT  -           3.37  (meters)      11.1   (feet)  COMP
 BK1468  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 BK1468
 BK1468  HORZ ORDER  -  B
 BK1468  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1468  ELLP ORDER  -  FOURTH    CLASS I
 BK1468
 BK1468.The horizontal coordinates were established by GPS observations
 BK1468.and adjusted by the National Geodetic Survey in June 2005..
 BK1468.The horizontal coordinates are valid at the epoch date displayed above.
 BK1468.The epoch date for horizontal control is a decimal equivalence
 BK1468.of Year/Month/Day.
 BK1468
 BK1468 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1468 ** and geoid heights are valid at the date of observation. These heights
 BK1468 ** must always be validated when used as control.
 BK1468 ** The orthometric height was determined by GPS observations using
 BK1468 ** precise GPS observation and processing techniques and a new
 BK1468 ** realization of GEOID03. It supersedes the leveled height previously
 BK1468 ** determined for this station.
 BK1468 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1468 ** epoch indicated which incorporates improved geoid heights for the
 BK1468 ** Southern Louisiana Subsidence area.
 BK1468 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1468.The orthometric height was determined by GPS observations and a
 BK1468.high-resolution geoid model using precise GPS observation and
 BK1468.processing techniques. It supersedes the leveled height previously
 BK1468.determined for this station.
 BK1468.WARNING-GPS observations at this control monument resulted in a GPS
 BK1468.derived orthometric height which differed from the leveled height by
 BK1468.more than one decimeter (0.1 meter).
 BK1468.The vertical order pertains to the first NAVD 88 superseded value.
 BK1468
 BK1468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1468
 BK1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1468
 BK1468.The ellipsoidal height was determined by GPS observations
 BK1468.and is referenced to NAD 83.
 BK1468
 BK1468.The geoid height was determined by GEOID03.
 BK1468
 BK1468.The dynamic height is computed by dividing the NAVD 88
 BK1468.geopotential number by the normal gravity value computed on the
 BK1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1468.degrees latitude (g = 980.6199 gals.).
 BK1468
 BK1468.The modeled gravity was interpolated from observed gravity values.
 BK1468
 BK1468;                    North         East     Units Scale Factor Converg.
 BK1468;SPC LA S     -   192,098.298   803,358.869   MT  0.99993285   -1 01 17.0
 BK1468;SPC LA S     -   630,242.50  2,635,686.56   sFT  0.99993285   -1 01 17.0
 BK1468;UTM  15      - 3,342,916.342   463,808.676   MT  0.99961616   -0 11 21.4
 BK1468
 BK1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1468!SPC LA S     -   1.00000376  x   0.99993285  =   0.99993661
 BK1468!UTM  15      -   1.00000376  x   0.99961616  =   0.99961992
 BK1468
 BK1468                          SUPERSEDED SURVEY CONTROL
 BK1468
 BK1468  NAVD 88 (02/14/94)    3.525  (m)           11.56   (f) ADJUSTED    1 2
 BK1468  NGVD 29 (??/??/??)    3.493  (m)           11.46   (f) ADJUSTED    1 2
 BK1468
 BK1468.Superseded values are not recommended for survey control.
 BK1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1468.See file dsdata.txt to determine how the superseded data were derived.
 BK1468
 BK1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6380942916(NAD 83)
 BK1468_MARKER: DD = SURVEY DISK
 BK1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1468_STAMPING: 4164 RESET 1959
 BK1468_MARK LOGO: LAGS  
 BK1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1468+STABILITY: SURFACE MOTION
 BK1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1468+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 BK1468
 BK1468  HISTORY     - Date     Condition        Report By
 BK1468  HISTORY     - 1959     MONUMENTED       CGS
 BK1468  HISTORY     - 1965     GOOD             CGS
 BK1468  HISTORY     - 1981     GOOD             NGS
 BK1468  HISTORY     - 20011125 GOOD             USPSQD
 BK1468  HISTORY     - 20030911 GOOD             USPSQD
 BK1468  HISTORY     - 20040427 GOOD             NGS
 BK1468  HISTORY     - 20041025 GOOD             LSRC
 BK1468  HISTORY     - 20060311 GOOD             USPSQD
 BK1468
 BK1468                          STATION DESCRIPTION
 BK1468
 BK1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BK1468'1.5 MI S FROM SULPHUR.
 BK1468'ABOUT 0.1 MILE SOUTH ALONG NORTH HUNTINGTON STREET FROM THE SOUTHERN
 BK1468'PACIFIC RAILROAD STATION AT SULPHUR, THENCE 1.45 MILES SOUTH ALONG
 BK1468'STATE HIGHWAY 27, IN S 3, T 10 S, R 10 W, 50 FEET EAST OF THE CENTER
 BK1468'LINE OF THE EAST LANE OF THE HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE
 BK1468'OF AN ENTRANCE ROAD TO THE ROSELAND CEMETERY, 20 FEET NORTH OF A POWER
 BK1468'POLE BRACED BY A GUY WIRE, 9 FEET WEST OF THE GRAVE OF MARIAN RICHARD,
 BK1468'2.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 BK1468'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK1468
 BK1468                          STATION RECOVERY (1981)
 BK1468
 BK1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1468'RECOVERED IN GOOD CONDITION.
 BK1468
 BK1468                          STATION RECOVERY (2001)
 BK1468
 BK1468'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BK1468'RECOVERED IN GOOD CONDITION.
 BK1468
 BK1468                          STATION RECOVERY (2003)
 BK1468
 BK1468'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK1468'RECOVERED IN GOOD CONDITION.
 BK1468
 BK1468                          STATION RECOVERY (2004)
 BK1468
 BK1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK1468'FROM THE JUNCTION OF I 10 AND LA 27 GO NORTH ON LA 27 FOR 0.1 MILE TH
 BK1468'THE MARK ON THE  RIGHT JUST BEFORE THE ENTRANCE TO ROSELAND CEMETERY,
 BK1468'35.5 FT S OF THE CENTER LINE OF  THE CEMENTERY, 17.4 FT NE OF A POWER
 BK1468'POLE WITH 3 GUY WIRES, 9.5 FT W OF THE NW CORENER  OF THE CONCRETE
 BK1468'SAQLD OF THE GRAVE OF MARIAN RICHARD, AND 50 FT E OF THE NORTH BOUND
 BK1468'LANE OF THE HIGHWAY.
 BK1468
 BK1468                          STATION RECOVERY (2004)
 BK1468
 BK1468'RECOVERY NOTE BY CENTER FOR GEOINFORMATICS LSU 2004 (JOH)
 BK1468'RECOVERED IN GOOD CONDITION.
 BK1468
 BK1468                          STATION RECOVERY (2006)
 BK1468
 BK1468'RECOVERY NOTE BY US POWER SQUADRON 2006 (SC)
 BK1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1426 ***********************************************************************
 BK1426  DESIGNATION -  4194
 BK1426  PID         -  BK1426
 BK1426  STATE/COUNTY-  LA/CALCASIEU
 BK1426  USGS QUAD   -  IOWA (1994)
 BK1426
 BK1426                         *CURRENT SURVEY CONTROL
 BK1426  ___________________________________________________________________
 BK1426* NAD 83(1992)-  30 14 36.77041(N)    093 04 35.73879(W)     ADJUSTED  
 BK1426* NAVD 88     -         5.26   (+/-2cm)      17.3  **(feet)  VERTCON   
 BK1426  **This station is located in a subsidence area (see below).
 BK1426  ___________________________________________________________________
 BK1426  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK1426  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK1426
 BK1426  HORZ ORDER  -  THIRD
 BK1426  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1426
 BK1426.The horizontal coordinates were established by classical geodetic methods
 BK1426.and adjusted by the National Geodetic Survey in January 1993..
 BK1426
 BK1426 ** The orthometric height has not been validated since last determined
 BK1426 ** by differential leveling and should not be used for control purposes.
 BK1426 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1426 ** area with valid NAVD 88 orthometric heights.
 BK1426 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1426 ** epoch indicated which incorporates improved geoid heights for the
 BK1426 ** Southern Louisiana Subsidence area.
 BK1426 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1426.The vertical order pertains to the NGVD 29 superseded value.
 BK1426
 BK1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1426
 BK1426.The geoid height was determined by GEOID03.
 BK1426
 BK1426;                    North         East     Units Scale Factor Converg.
 BK1426;SPC LA S     -   194,538.998   832,228.916   MT  0.99993468   -0 52 17.9
 BK1426;SPC LA S     -   638,250.03  2,730,404.37   sFT  0.99993468   -0 52 17.9
 BK1426;UTM  15      - 3,345,775.352   492,630.779   MT  0.99960067   -0 02 18.9
 BK1426
 BK1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1426!SPC LA S     -   1.00000346  x   0.99993468  =   0.99993813
 BK1426!UTM  15      -   1.00000346  x   0.99960067  =   0.99960412
 BK1426
 BK1426|---------------------------------------------------------------------|
 BK1426| PID    Reference Object                     Distance      Geod. Az  |
 BK1426|                                                           dddmmss.s |
 BK1426| BK1428 IOWA 2 RM 5 RESET                   382.878 METERS 35550     |
 BK1426| BK3092 IOWA 2                              397.297 METERS 35850     |
 BK1426|---------------------------------------------------------------------|
 BK1426
 BK1426                          SUPERSEDED SURVEY CONTROL
 BK1426
 BK1426  NAD 83(1986)-  30 14 36.79167(N)    093 04 35.73210(W) AD(       ) 3
 BK1426  NAD 27      -  30 14 36.04672(N)    093 04 35.18765(W) AD(       ) 3
 BK1426  NGVD 29 (??/??/??)    5.238  (m)           17.18   (f) ADJUSTED    1 1
 BK1426
 BK1426.Superseded values are not recommended for survey control.
 BK1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1426.See file dsdata.txt to determine how the superseded data were derived.
 BK1426
 BK1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9263145775(NAD 83)
 BK1426_MARKER: DD = SURVEY DISK
 BK1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1426_SP_SET: CONCRETE POST
 BK1426_STAMPING: 4194
 BK1426_MARK LOGO: LAGS  
 BK1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1426+STABILITY: SURFACE MOTION
 BK1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1426+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 BK1426
 BK1426  HISTORY     - Date     Condition        Report By
 BK1426  HISTORY     - 1959     MONUMENTED       LAGS
 BK1426  HISTORY     - 1963     GOOD             CGS
 BK1426  HISTORY     - 1972     GOOD             NGS
 BK1426  HISTORY     - 1972     GOOD             NGS
 BK1426  HISTORY     - 1986     GOOD             NGS
 BK1426  HISTORY     - 1988     GOOD             USPSQD
 BK1426  HISTORY     - 20040329 GOOD             LADTD
 BK1426
 BK1426                          STATION DESCRIPTION
 BK1426
 BK1426'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1959 (RAG)
 BK1426'THE STATION IS LOCATED 8 MILES EAST OF LAKE CHARLES AND 4
 BK1426'MILES WEST OF THE TOWN OF IOWA.
 BK1426'
 BK1426'LOUISIANA GEODETIC SURVEY TRAVERSE STATION 4194 WAS USED
 BK1426'AS THE AZIMUTH MARK FOR STATION IOWA 2.  IT IS 1303.4 FEET
 BK1426'(COMPUTED DISTANCE) SOUTH OF STATION IOWA 2 AT THE FIRST CURVE
 BK1426'IN THE GRAVELED ROAD, 58 FEET SOUTH-SOUTHEAST OF THE CENTER
 BK1426'OF THE ROAD AT THE CURVE, 8 FEET NORTH OF A FENCE LINE, 1.5
 BK1426'FEET EAST OF A METAL WITNESS POST WITH A SMALL WHITE SIGN,
 BK1426'118 FEET EAST OF THE CENTER OF THE DRIVEWAY TO A SMALL WHITE
 BK1426'HOUSE SOUTH OF THE ROAD, AND 47 FEET WEST OF A POWER POLE.
 BK1426'IT IS A STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED
 BK1426'4194, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 BK1426'PROJECTING 4 INCHES.
 BK1426'
 BK1426'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CHARLES
 BK1426'GO EAST ON U.S. HIGHWAY 90 FOR 8.1 MILES TO A SIDE ROAD
 BK1426'LEFT, TURN LEFT AND GO NORTH FOR 0.7 MILE TO A T ROAD, TURN
 BK1426'RIGHT AND GO EAST FOR 0.25 MILE TO A CURVE IN THE HIGHWAY
 BK1426'AND THE MARK ON THE RIGHT.
 BK1426
 BK1426                          STATION RECOVERY (1963)
 BK1426
 BK1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK1426'THE STATION MARK, 4194 (L.G.S.) WAS
 BK1426'FOUND IN GOOD CONDITION.
 BK1426'
 BK1426'THE STATION IS ABOUT 8 MILES EAST OF LAKE CHARLES, ABOUT
 BK1426'4 MILES WEST OF IOWA.
 BK1426'
 BK1426'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 90 AND 171 IN
 BK1426'THE EAST EDGE OF LAKE CHARLES, GO EAST ON HIGHWAY 90 FOR
 BK1426'6.0 MILES TO A CROSSROAD JUST AFTER PASSING THE LOUISIANA
 BK1426'BOYS SCHOOL ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED
 BK1426'ROAD FOR 0.75 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST
 BK1426'ON A GRAVELED ROAD FOR 0.25 MILE TO A POINT WHERE THE GRAVELED
 BK1426'ROAD TURNS FROM EAST TO NORTH AND 4194 (L.G.S.) MARK ON
 BK1426'THE RIGHT.
 BK1426'
 BK1426'4194 (L.G.S.) IS A LOUISIANA GEODETIC SURVEY TRAVERSE STATION
 BK1426'STAMPED 4194 SET IN THE TOP OF A 5 INCH BY 5 INCH CONCRETE
 BK1426'POST WHICH PROJECTS 2 INCHES.  THE MARK IS 59 FEET SOUTH-SOUTHEAST
 BK1426'OF THE CENTERLINE OF A GRAVELED ROAD, 46 FEET WEST OF POWER
 BK1426'POLE NO. 6, 8 FEET NORTH OF A FENCE LINE AND 1 FOOT EAST
 BK1426'OF A STANDARD METAL WITNESS POST.
 BK1426
 BK1426                          STATION RECOVERY (1972)
 BK1426
 BK1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 BK1426'THE STATION MARK , 4194
 BK1426'(LA. GEOD. S.) WAS RECOVERED IN GOOD CONDITION. THE
 BK1426'STATION IS REACHED BY GOING ABOUT 4.05 MILES WEST ALONG
 BK1426'U.S. HIGHWAY 90 FROM THE JUNCTION OF STATE HIGHWAY 383 AT
 BK1426'IOWA, THENCE ABOUT 0.75 MILE NORTH ALONG A PAVED ROAD, THENCE
 BK1426'ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 27.
 BK1426'
 BK1426'4194 (LA. GEOD. S.) IS
 BK1426'0.25 MILE SOUTH ALONG STATE HIGHWAY 27 FROM THE STATION,
 BK1426'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH
 BK1426'AND WEST, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BK1426'118 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE, 44
 BK1426'FEET WEST OF A POWER POLE WITH TWO GUY WIRES, 1 FOOT EAST
 BK1426'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 BK1426'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BK1426'1 FOOT.  THE MARK IS STAMPED 4194.
 BK1426'
 BK1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.30
 BK1426'MILES NORTHWEST.
 BK1426
 BK1426                          STATION RECOVERY (1972)
 BK1426
 BK1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1426'5.05 MI NW FROM IOWA.
 BK1426'ABOUT 4.05 MILES WEST ALONG U. S. HIGHWAY 90 FROM THE JUNCTION OF
 BK1426'STATE HIGHWAY 383 AT IOWA, THENCE ABOUT 0.75 MILE NORTH ALONG A PAVED
 BK1426'ROAD, THENCE ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 27, ON THE
 BK1426'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTH, 61 FEET
 BK1426'SOUTH EAST OF THE CENTER LINE OF THE HIGHWAY, 118 FEET EAST OF THE
 BK1426'CENTER LINE OF A PRIVATE DRIVEWAY, 44 FEET WEST OF A POWER POLE
 BK1426'SUPPORTED BY TWO GUY WIRES, 1.0 FOOT EAST OF A METAL WITNESS POST,
 BK1426'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BK1426'CONCRETE POST PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND.  THIS
 BK1426'MARK SERVES AS THE AZIMUTH MARK FOR IOWA 2 RM 5.  SEC 27, T 9S, R 7W.
 BK1426'NOTE-- THE 1970 REPORT INDICATED THE POST PROJECTED 4 INCHES.  THE
 BK1426'MICROWAVE TOWER HAS BEEN REMOVED.
 BK1426
 BK1426                          STATION RECOVERY (1986)
 BK1426
 BK1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1426'RECOVERED IN GOOD CONDITION.
 BK1426
 BK1426                          STATION RECOVERY (1988)
 BK1426
 BK1426'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1426'RECOVERED IN GOOD CONDITION.
 BK1426
 BK1426                          STATION RECOVERY (2004)
 BK1426
 BK1426'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BK1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1987 ***********************************************************************
 BJ1987  DESIGNATION -  42 BOLT
 BJ1987  PID         -  BJ1987
 BJ1987  STATE/COUNTY-  LA/IBERVILLE
 BJ1987  USGS QUAD   -  PIGEON (1980)
 BJ1987
 BJ1987                         *CURRENT SURVEY CONTROL
 BJ1987  ___________________________________________________________________
 BJ1987* NAD 83(1986)-  30 04 31.     (N)    091 17 52.     (W)     SCALED    
 BJ1987* NAVD 88     -         0.57   (+/-2cm)       1.9    (feet)  VERTCON   
 BJ1987  ___________________________________________________________________
 BJ1987  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ1987
 BJ1987  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1987
 BJ1987.The horizontal coordinates were scaled from a topographic map and have
 BJ1987.an estimated accuracy of +/- 6 seconds.
 BJ1987
 BJ1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1987.The vertical order pertains to the NGVD 29 superseded value.
 BJ1987
 BJ1987.The geoid height was determined by GEOID03.
 BJ1987
 BJ1987;                    North         East    Units  Estimated Accuracy
 BJ1987;SPC LA S     -   174,610.    1,003,430.      MT  (+/- 180 meters Scaled)
 BJ1987
 BJ1987                          SUPERSEDED SURVEY CONTROL
 BJ1987
 BJ1987  NGVD 29 (??/??/??)    0.606  (m)            1.99   (f) ADJUSTED    1 2
 BJ1987
 BJ1987.Superseded values are not recommended for survey control.
 BJ1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1987.See file dsdata.txt to determine how the superseded data were derived.
 BJ1987
 BJ1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP640283(NAD 83)
 BJ1987_MARKER: B = BOLT
 BJ1987_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1987_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1987_STAMPING: P.B.M. 42
 BJ1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1987
 BJ1987  HISTORY     - Date     Condition        Report By
 BJ1987  HISTORY     - UNK      MONUMENTED       DOD
 BJ1987  HISTORY     - 1964     GOOD             CGS
 BJ1987
 BJ1987                          STATION DESCRIPTION
 BJ1987
 BJ1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1987'0.9 MI NW FROM PIGEON.
 BJ1987'ABOUT 0.9 MILE NORTHWEST ALONG STATE ROAD 75 FROM THE NORTH END OF A
 BJ1987'BRIDGE OVER THE LOWER GRAND RIVER AT PIGEON, 84 FEET NORTHEAST OF THE
 BJ1987'CENTER LINE OF THE ROAD, 43 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 BJ1987'MARKER POST, 11 FEET NORTH OF THE WEST CORNER OF AN OLD HOUSE, 8 FEET
 BJ1987'NORTHWEST OF THE NORTHWEST SIDE OF OLD HOUSE, ABOUT 4 FEET BELOW THE
 BJ1987'LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BJ1987'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BJ1987'WHICH PROJECTS 14 INCHES AND BEARS A CORPS OF ENGINEERS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1986 ***********************************************************************
 BJ1986  DESIGNATION -  42 CAP
 BJ1986  PID         -  BJ1986
 BJ1986  STATE/COUNTY-  LA/IBERVILLE
 BJ1986  USGS QUAD   -  PIGEON (1980)
 BJ1986
 BJ1986                         *CURRENT SURVEY CONTROL
 BJ1986  ___________________________________________________________________
 BJ1986* NAD 83(1992)-  30 04 31.44816(N)    091 17 53.19046(W)     ADJUSTED  
 BJ1986* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 BJ1986  ___________________________________________________________________
 BJ1986  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ1986  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ1986
 BJ1986  HORZ ORDER  -  FIRST
 BJ1986  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1986
 BJ1986.The horizontal coordinates were established by classical geodetic methods
 BJ1986.and adjusted by the National Geodetic Survey in January 1993..
 BJ1986
 BJ1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1986.The vertical order pertains to the NGVD 29 superseded value.
 BJ1986
 BJ1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1986
 BJ1986.The geoid height was determined by GEOID03.
 BJ1986
 BJ1986;                    North         East     Units Scale Factor Converg.
 BJ1986;SPC LA S     -   174,624.890 1,003,395.895   MT  0.99992659   +0 01 03.4
 BJ1986;SPC LA S     -   572,915.16  3,291,974.70   sFT  0.99992659   +0 01 03.4
 BJ1986;UTM  15      - 3,328,361.665   664,031.364   MT  0.99993196   +0 51 11.1
 BJ1986
 BJ1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1986!SPC LA S     -   1.00000392  x   0.99992659  =   0.99993051
 BJ1986!UTM  15      -   1.00000392  x   0.99993196  =   0.99993588
 BJ1986
 BJ1986:                Primary Azimuth Mark                     Grid Az
 BJ1986:SPC LA S     -  42 AZ MK                                 117 46 57.5
 BJ1986:UTM  15      -  42 AZ MK                                 116 56 49.8
 BJ1986
 BJ1986|---------------------------------------------------------------------|
 BJ1986| PID    Reference Object                     Distance      Geod. Az  |
 BJ1986|                                                           dddmmss.s |
 BJ1986| CV9649 42 AZ MK                                           1174800.9 |
 BJ1986| CV9650 42 RM 1                              37.384 METERS 17420     |
 BJ1986| CV9651 42 RM 2                              36.658 METERS 30406     |
 BJ1986|---------------------------------------------------------------------|
 BJ1986
 BJ1986                          SUPERSEDED SURVEY CONTROL
 BJ1986
 BJ1986  NAD 83(1986)-  30 04 31.46746(N)    091 17 53.18761(W) AD(       ) 1
 BJ1986  NAD 27      -  30 04 30.74777(N)    091 17 52.80211(W) AD(       ) 1
 BJ1986  NGVD 29 (??/??/??)    1.849  (m)            6.07   (f) ADJUSTED    1 2
 BJ1986
 BJ1986.Superseded values are not recommended for survey control.
 BJ1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1986.See file dsdata.txt to determine how the superseded data were derived.
 BJ1986
 BJ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6403128362(NAD 83)
 BJ1986_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1986_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1986_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1986_STAMPING: P.B.M. 42
 BJ1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1986+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 BJ1986
 BJ1986  HISTORY     - Date     Condition        Report By
 BJ1986  HISTORY     - 1917     MONUMENTED       USE
 BJ1986  HISTORY     - 1946     GOOD             BAKER
 BJ1986  HISTORY     - 1947     GOOD             CGS
 BJ1986  HISTORY     - 1957     GOOD             CGS
 BJ1986  HISTORY     - 1964     GOOD             CGS
 BJ1986  HISTORY     - 20060718 GOOD             AERODA
 BJ1986
 BJ1986                          STATION DESCRIPTION
 BJ1986
 BJ1986'DESCRIBED BY US ENGINEERS 1917
 BJ1986'ABOUT 16 MILES SW OF PLAQUEMINE, IN THE SETTLEMENT OF PIGEON,
 BJ1986'ON THE E BANK OF THE LOWER GRAND RIVER OPPOSITE LITTLE BAYOU
 BJ1986'PIGEON, 269 FEET NW OF THE NW CORNER OF THE SCHOOLHOUSE,
 BJ1986'135 FEET N OF THE CHIMNEY OF AN UNPAINTED HOUSE, ON THE
 BJ1986'LAND SIDE OF A LEVEE IN A BOARD FENCE CORNER, 75 FEET NE
 BJ1986'OF THE TOE OF THE LEVEE, AND 6 INCHES N OF THE FENCE LINE.
 BJ1986'THE STATION IS MARKED BY A BRONZE CAPPED 4-INCH PIPE WITH
 BJ1986'THE INSCRIPTION MISSISSIPPI RIVER COMMISSION ON THE CAP.
 BJ1986'THE MARK PROJECTS 14 INCHES ABOVE THE GROUND.  REFERENCE
 BJ1986'MARK NO. 1 A STANDARD BRONZE REFERENCE DISK SET AT THE
 BJ1986'TOP OF A SQUARE BLOCK OR POST OF CONCRETE, PROJECTS 4
 BJ1986'INCHES AND IS 1 FOOT E OF THE FENCE LINE, 14 FEET E OF THE
 BJ1986'TOE OF THE LEVEE, 9 FEET NW OF THE NW CORNER OF A
 BJ1986'HOUSE, AND 122.65 (37.38 METERS) FROM THE STATION
 BJ1986'S 05 DEG 40 MIN E. REFERENCE MARK NO. 2, A
 BJ1986'STANDARD BRONZE DISK SET AT THE TOP OF A SQUARE BLOCK OR
 BJ1986'POST OF CONCRETE, PROJECTS 2 INCHES AND IS 1 FOOT W OF
 BJ1986'THE FENCE LINE, 19 FEET E OF THE TOE OF THE LEVEE,
 BJ1986'219.96 FEET (67.04 METERS) FROM REFERENCE MARK NO. 1 AND
 BJ1986'120.27 FEET (36.66 METERS) FROM THE STATION
 BJ1986'N 55 DEG 54 MIN W. THE AZIMUTH MARK, A STANDARD BRONZE
 BJ1986'DISK SET AT THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE,
 BJ1986'PROJECTS 4 INCHES AND IS ABOUT 10 FEET E OF THE CENTER LINE
 BJ1986'OF THE LEVEE, ABOUT 4 FEET DOWN THE E SLOPE AND 1,437 FEET
 BJ1986'FROM THE STATION S 62 DEG 12 MIN E.
 BJ1986'
 BJ1986'TO REACH THE STATION FROM PLAQUEMINE, GO IN A SOUTHWESTERLY
 BJ1986'DIRECTION ON GRAVEL STREET AWAY FROM RAILROAD TRACKS AND
 BJ1986'THEN FOLLOW MAIN TRAVELED ROAD ALONG BAYOU PLAQUEMINE ABOUT
 BJ1986'16 MILES TO BAYOU SORREL.  FROM HERE THE ROAD FOLLOWS ALONG
 BJ1986'THE TOP OF THE LEVEE ABOUT 9 MILES TO THE SETTLEMENT OF PIGEON
 BJ1986'AND STATION TO LEFT.  THE LEVEE ROAD IS BAD IN WET WEATHER
 BJ1986'AND STATION WAS REACHED BY BOAT FROM SORREL.
 BJ1986'
 BJ1986'LIGHTS 126 FEET ABOVE STATION INDIGO BAYOU COME INTO VIEW
 BJ1986'90 FEET ABOVE THIS STATION.
 BJ1986'
 BJ1986'LIGHTS 126 FEET ABOVE STATION ABLE (USED) AND 113 FEET
 BJ1986'ABOVE STATION U.S.E.D. 39 COME INTO VIEW 90 FEET ABOVE THIS
 BJ1986'STATION.
 BJ1986'
 BJ1986'LIGHTS 126 FEET ABOVE STATION HOG ISLAND ARE PARTIALLY OBSTRUCTED
 BJ1986'AND A 136 FOOT TOWER REQUIRED TO CLEAR.
 BJ1986'
 BJ1986'LIGHTS 126 FEET ABOVE STATIONS ST. MARTIN AND MABILE COME INTO
 BJ1986'VIEW 116 FEET ABOVE THIS STATION.
 BJ1986
 BJ1986                          STATION RECOVERY (1946)
 BJ1986
 BJ1986'RECOVERY NOTE BY M BAKER JR INCORPORATED 1946 (PJM)
 BJ1986'RECOVERED EASILY FROM ORIGINAL DESCRIPTION.  IT SEEMS TO
 BJ1986'BE UNDISTURBED.
 BJ1986'
 BJ1986'THE AZIMUTH MARK WAS ALSO FOUND WITHOUT ANY TROUBLE FROM
 BJ1986'DESCRIPTION FURNISHED.
 BJ1986
 BJ1986                          STATION RECOVERY (1947)
 BJ1986
 BJ1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ1986'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION
 BJ1986'AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BJ1986
 BJ1986                          STATION RECOVERY (1957)
 BJ1986
 BJ1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ1986'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 BJ1986'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 BJ1986'WERE VERIFIED.  THE AZIMUTH MARK WAS NOT RECOVERED AFTER
 BJ1986'A THOROUGH SEARCH.  IT IS PROBABLY BURIED BENEATH THE SHOULDER
 BJ1986'OF THE ROAD.  THE PUBLISHED DESCRIPTION IS INADEQUATE, A
 BJ1986'NEW DESCRIPTION FOLLOWS--
 BJ1986'
 BJ1986'STATION IS LOCATED ABOUT 16 MILES SW OF PLAQUEMINE IN THE
 BJ1986'SETTLEMENT OF PIGEON.  0.95 MILES NW ALONG LA. STATE ROAD
 BJ1986'75 FROM THE BRIDGE OVER LOWER GRAND RIVER (BRIDGE UNDER
 BJ1986'CONSTRUCTION).  87.0 FEET N. OF CENTERLINE OF ROAD AND
 BJ1986'8.0 FEET W. OF THE WEST SIDE OF A GREEN HOUSE AT A SHARP BEND
 BJ1986'IN THE ROAD.
 BJ1986'
 BJ1986'REFERENCE MARK NO. 1 IS SE OF THE STATION, 29.0 FT. N. OF
 BJ1986'THE CENTERLINE OF ROAD AND 55.0 FT. S. OF THE SW CORNER
 BJ1986'OF A BROWN HOUSE.
 BJ1986'
 BJ1986'REFERENCE MARK NO. 2 IS NW OF THE STATION, 42.0 FT. N. OF
 BJ1986'THE CENTERLINE OF THE ROAD, 37.0 FT. E. OF A FENCE CORNER
 BJ1986'AND 57.0 FT. SE OF A 24 INCH WILLOW TREE.
 BJ1986'
 BJ1986'STATION IS MARKED BY A BRONZE CAPPED 4 INCH PIPE WITH THE
 BJ1986'INSCRIPTION MISSISSIPPI RIVER COMMISSION, STAMPED PBM 42
 BJ1986'US AND PROJECTS 14 INCHES.
 BJ1986'
 BJ1986'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ1986'PBM 42 USED 1935 NO 1 AND IS FLUSH WITH THE GROUND.
 BJ1986'
 BJ1986'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ1986'PBM 42 USED 1935 NO 2 AND IS FLUSH WITH THE GROUND.
 BJ1986
 BJ1986                          STATION RECOVERY (1964)
 BJ1986
 BJ1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1986'0.9 MI NW FROM PIGEON.
 BJ1986'ABOUT 0.9 MILE NORTHWEST ALONG STATE ROAD 75 FROM THE NORTH END OF A
 BJ1986'BRIDGE OVER THE LOWER GRAND RIVER AT PIGEON, 84 FEET NORTHEAST OF THE
 BJ1986'CENTER LINE OF THE ROAD, 43 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 BJ1986'MARKER POST, 11 FEET NORTH OF THE WEST CORNER OF AN OLD HOUSE, 8 FEET
 BJ1986'NORTHWEST OF THE NORTHWEST SIDE OF OLD HOUSE, ABOUT 4 FEET BELOW LEVEL
 BJ1986'OF THE ROAD, AN IRON PIPE WHICH PROJECTS 14 INCHES AND BEARS A CORPS
 BJ1986'OF ENGINEERS CAP.
 BJ1986
 BJ1986                          STATION RECOVERY (2006)
 BJ1986
 BJ1986'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ1986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0559 ***********************************************************************
 BW0559  DESIGNATION -  42 DIETZE BOLT
 BW0559  PID         -  BW0559
 BW0559  STATE/COUNTY-  LA/TENSAS
 BW0559  USGS QUAD   -  LAKE BRUIN (1994)
 BW0559
 BW0559                         *CURRENT SURVEY CONTROL
 BW0559  ___________________________________________________________________
 BW0559* NAD 83(1986)-  31 53 05.     (N)    091 15 40.     (W)     SCALED    
 BW0559* NAVD 88     -        19.13   (+/-2cm)      62.8    (feet)  VERTCON   
 BW0559  ___________________________________________________________________
 BW0559  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW0559
 BW0559  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0559
 BW0559.The horizontal coordinates were scaled from a topographic map and have
 BW0559.an estimated accuracy of +/- 6 seconds.
 BW0559
 BW0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0559.The vertical order pertains to the NGVD 29 superseded value.
 BW0559
 BW0559.The geoid height was determined by GEOID03.
 BW0559
 BW0559;                    North         East    Units  Estimated Accuracy
 BW0559;SPC LA N     -   154,200.    1,117,200.      MT  (+/- 180 meters Scaled)
 BW0559
 BW0559                          SUPERSEDED SURVEY CONTROL
 BW0559
 BW0559  NGVD 29 (??/??/92)   19.14   (m)           62.8    (f) COMPUTED    1 2
 BW0559
 BW0559.Superseded values are not recommended for survey control.
 BW0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0559.See file dsdata.txt to determine how the superseded data were derived.
 BW0559
 BW0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR644289(NAD 83)
 BW0559_MARKER: B = BOLT
 BW0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0559_SP_SET: CONCRETE BLOCK
 BW0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0559
 BW0559  HISTORY     - Date     Condition        Report By
 BW0559  HISTORY     - UNK      MONUMENTED       DOD
 BW0559  HISTORY     - 1934     GOOD             DOD
 BW0559  HISTORY     - 1946     POOR             NGS
 BW0559
 BW0559                          STATION DESCRIPTION
 BW0559
 BW0559'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW0559'3 MI SW FROM ST JOSEPH.
 BW0559'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 BW0559'MISSISSIPPI RIVER IN TENSAS PARISH, LA., IN CULTIVATED FIELD ON GUM
 BW0559'RIDGE PLANTATION.  114 METERS LANDSIDE OF LEVEE AT A POINT 170 METERS
 BW0559'DOWNSTREAM FROM THE INTERSECTION OF OLD AND NEW LEVEES AND RAMP. ON
 BW0559'LANDSIDE CORNER OF INTERSECTION OF TWO DRAINAGE DITCHES, ONE OF WHICH
 BW0559'LEADS LANDWARD FROM THE LEVEE AT A POINT OPPOSITE AN ABANDONED
 BW0559'DRAGLINE.  2.4 METERS FROM THE CENTER LINE OF EACH DITCH.
 BW0559
 BW0559                          STATION RECOVERY (1946)
 BW0559
 BW0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 BW0559'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0558 ***********************************************************************
 BW0558  DESIGNATION -  42 DIETZE CAP
 BW0558  PID         -  BW0558
 BW0558  STATE/COUNTY-  LA/TENSAS
 BW0558  USGS QUAD   -  LAKE BRUIN (1994)
 BW0558
 BW0558                         *CURRENT SURVEY CONTROL
 BW0558  ___________________________________________________________________
 BW0558* NAD 83(1986)-  31 53 05.     (N)    091 15 40.     (W)     SCALED    
 BW0558* NAVD 88     -        20.36   (+/-2cm)      66.8    (feet)  VERTCON   
 BW0558  ___________________________________________________________________
 BW0558  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW0558
 BW0558  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0558
 BW0558.The horizontal coordinates were scaled from a topographic map and have
 BW0558.an estimated accuracy of +/- 6 seconds.
 BW0558
 BW0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0558.The vertical order pertains to the NGVD 29 superseded value.
 BW0558
 BW0558.The geoid height was determined by GEOID03.
 BW0558
 BW0558;                    North         East    Units  Estimated Accuracy
 BW0558;SPC LA N     -   154,200.    1,117,200.      MT  (+/- 180 meters Scaled)
 BW0558
 BW0558                          SUPERSEDED SURVEY CONTROL
 BW0558
 BW0558  NGVD 29 (??/??/92)   20.37   (m)           66.8    (f) COMPUTED    1 2
 BW0558
 BW0558.Superseded values are not recommended for survey control.
 BW0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0558.See file dsdata.txt to determine how the superseded data were derived.
 BW0558
 BW0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR644289(NAD 83)
 BW0558_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0558
 BW0558  HISTORY     - Date     Condition        Report By
 BW0558  HISTORY     - UNK      MONUMENTED       DOD
 BW0558  HISTORY     - 1934     GOOD             DOD
 BW0558  HISTORY     - 1946     POOR             NGS
 BW0558
 BW0558                          STATION DESCRIPTION
 BW0558
 BW0558'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW0558'3 MI SW FROM ST JOSEPH.
 BW0558'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 BW0558'MISSISSIPPI RIVER IN TENSAS PARISH, LA., IN CULTIVATED FIELD ON GUM
 BW0558'RIDGE PLANTATION.  114 METERS LANDSIDE OF LEVEE AT A POINT 170 METERS
 BW0558'DOWNSTREAM FROM THE INTERSECTION OF OLD AND NEW LEVEES AND RAMP. ON
 BW0558'LANDSIDE CORNER OF INTERSECTION OF TWO DRAINAGE DITCHES, ONE OF WHICH
 BW0558'LEADS LANDWARD FROM THE LEVEE AT POINT OPPOSITE AN ABANDONED DRAGLINE.
 BW0558'2.4 METERS FROM THE CENTER LINE OF EACH DITCH. TOP OF CAP IS ABOUT 18
 BW0558'INCHES ABOVE GROUND.
 BW0558
 BW0558                          STATION RECOVERY (1946)
 BW0558
 BW0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 BW0558'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2977 ***********************************************************************
 CP2977  DESIGNATION -  42 F 003
 CP2977  PID         -  CP2977
 CP2977  STATE/COUNTY-  LA/RICHLAND
 CP2977  USGS QUAD   -  DUNN (1987)
 CP2977
 CP2977                         *CURRENT SURVEY CONTROL
 CP2977  ___________________________________________________________________
 CP2977* NAD 83(1992)-  32 26 41.70857(N)    091 31 37.12682(W)     ADJUSTED  
 CP2977* NAVD 88     -        34.7    (meters)     114.     (feet)  VERTCON   
 CP2977  ___________________________________________________________________
 CP2977  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CP2977  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2977
 CP2977  HORZ ORDER  -  SECOND
 CP2977
 CP2977.The horizontal coordinates were established by classical geodetic methods
 CP2977.and adjusted by the National Geodetic Survey in May 1994..
 CP2977
 CP2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2977
 CP2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2977
 CP2977.The geoid height was determined by GEOID03.
 CP2977
 CP2977;                    North         East     Units Scale Factor Converg.
 CP2977;SPC LA N     -   216,057.165 1,091,491.823   MT  0.99995695   +0 30 52.0
 CP2977;SPC LA N     -   708,847.55  3,581,002.76   sFT  0.99995695   +0 30 52.0
 CP2977;UTM  15      - 3,590,708.375   638,465.109   MT  0.99983643   +0 47 25.4
 CP2977
 CP2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2977!SPC LA N     -   0.99999867  x   0.99995695  =   0.99995562
 CP2977!UTM  15      -   0.99999867  x   0.99983643  =   0.99983510
 CP2977
 CP2977:                Primary Azimuth Mark                     Grid Az
 CP2977:SPC LA N     -  NANCY                                    087 23 34.9
 CP2977:UTM  15      -  NANCY                                    087 07 01.5
 CP2977
 CP2977|---------------------------------------------------------------------|
 CP2977| PID    Reference Object                     Distance      Geod. Az  |
 CP2977|                                                           dddmmss.s |
 CP2977| CP2457 NANCY                               APPROX. 1.4 KM 0875426.9 |
 CP2977|---------------------------------------------------------------------|
 CP2977
 CP2977                          SUPERSEDED SURVEY CONTROL
 CP2977
 CP2977  NAD 83(1992)-  32 26 41.71132(N)    091 31 37.12580(W) AD(       ) 2
 CP2977  NAD 83(1986)-  32 26 41.72070(N)    091 31 37.12166(W) AD(       ) 2
 CP2977  NAD 27      -  32 26 41.20775(N)    091 31 36.69416(W) AD(       ) 2
 CP2977  NGVD 29 (07/19/86)   34.7    (m)          114.     (f) VERT ANG       
 CP2977
 CP2977.Superseded values are not recommended for survey control.
 CP2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2977.See file dsdata.txt to determine how the superseded data were derived.
 CP2977
 CP2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3846590708(NAD 83)
 CP2977_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2977+STABILITY: SURFACE MOTION
 CP2977
 CP2977  HISTORY     - Date     Condition        Report By
 CP2977  HISTORY     - 1973     MONUMENTED       LADTD
 CP2977  HISTORY     - 1981     GOOD             LADTD
 CP2977  HISTORY     - 1983     GOOD             LADTD
 CP2977
 CP2977                          STATION DESCRIPTION
 CP2977
 CP2977'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2977'THE STATION IS LOCATED 2 MILES SOUTHWEST OF DELHI, 2.5 MILES
 CP2977'SOUTHEAST OF DUNN, IN THE NORTHEAST 1/4 OF SECTION 22, T17N,
 CP2977'R9E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 CP2977'HIGHWAYS.
 CP2977'
 CP2977'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP2977'609 INTERCHANGE JUST SOUTH OF DUNN, GO EAST ALONG INTERSTATE-20
 CP2977'FOR 3.1 MILES.  THE STATION IS SET TO THE SOUTH OF THE HIGHWAY
 CP2977'NEAR THE SOUTHEAST CORNER OF AN OVERPASS ON A PARISH ROAD.
 CP2977'
 CP2977'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2977'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2977'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2977'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2977'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2977'STAMPED 42F003 1973.  THE MARK IS 17 FEET EAST OF THE CENTER
 CP2977'OF A BLACK-TOP ROAD, 16 FEET SOUTH OF A RIGHT-OF-WAY FENCE,
 CP2977'4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OVERPASS AND 2
 CP2977'FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 CP2977'
 CP2977'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2977
 CP2977                          STATION RECOVERY (1981)
 CP2977
 CP2977'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2977'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2977'DESCRIBED.
 CP2977
 CP2977                          STATION RECOVERY (1983)
 CP2977
 CP2977'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2977'THE STATION MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED IN 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2454 ***********************************************************************
 CP2454  DESIGNATION -  42 G 002
 CP2454  PID         -  CP2454
 CP2454  STATE/COUNTY-  LA/MADISON
 CP2454  USGS QUAD   -  DELHI (1986)
 CP2454
 CP2454                         *CURRENT SURVEY CONTROL
 CP2454  ___________________________________________________________________
 CP2454* NAD 83(1992)-  32 26 21.20913(N)    091 28 13.68652(W)     ADJUSTED  
 CP2454* NAVD 88     -        25.24   (+/-2cm)      82.8    (feet)  VERTCON   
 CP2454  ___________________________________________________________________
 CP2454  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CP2454  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP2454
 CP2454  HORZ ORDER  -  SECOND
 CP2454  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2454
 CP2454.The horizontal coordinates were established by classical geodetic methods
 CP2454.and adjusted by the National Geodetic Survey in May 1994..
 CP2454
 CP2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2454.The vertical order pertains to the NGVD 29 superseded value.
 CP2454
 CP2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2454
 CP2454.The geoid height was determined by GEOID03.
 CP2454
 CP2454;                    North         East     Units Scale Factor Converg.
 CP2454;SPC LA N     -   215,474.850 1,096,811.340   MT  0.99995604   +0 32 39.5
 CP2454;SPC LA N     -   706,937.07  3,598,455.20   sFT  0.99995604   +0 32 39.5
 CP2454;UTM  15      - 3,590,151.764   643,786.779   MT  0.99985495   +0 49 14.1
 CP2454
 CP2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2454!SPC LA N     -   1.00000016  x   0.99995604  =   0.99995620
 CP2454!UTM  15      -   1.00000016  x   0.99985495  =   0.99985511
 CP2454
 CP2454                          SUPERSEDED SURVEY CONTROL
 CP2454
 CP2454  NAD 83(1992)-  32 26 21.21285(N)    091 28 13.68516(W) AD(       ) 2
 CP2454  NAD 83(1986)-  32 26 21.22147(N)    091 28 13.68007(W) AD(       ) 2
 CP2454  NGVD 29 (06/11/92)   25.264  (m)           82.89   (f) ADJUSTED    2 1
 CP2454
 CP2454.Superseded values are not recommended for survey control.
 CP2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2454.See file dsdata.txt to determine how the superseded data were derived.
 CP2454
 CP2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4378790152(NAD 83)
 CP2454_MARKER: DD = SURVEY DISK
 CP2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2454_SP_SET: CONCRETE POST
 CP2454_STAMPING: 42G002 1973
 CP2454_MARK LOGO: LADH  
 CP2454_PROJECTION: FLUSH
 CP2454_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2454+STABILITY: SURFACE MOTION
 CP2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2454+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2454
 CP2454  HISTORY     - Date     Condition        Report By
 CP2454  HISTORY     - 1973     MONUMENTED       LADTD
 CP2454  HISTORY     - 1982     GOOD             LADTD
 CP2454  HISTORY     - 19900724 GOOD             LADTD
 CP2454
 CP2454                          STATION DESCRIPTION
 CP2454
 CP2454'DESCRIBED BY LA TRANSP AND DEV 1973 (RJT)
 CP2454'THIS MARK WAS SET IN 1973 AND NOT CONNECTED TO THE NATIONAL HORIZONTAL
 CP2454'CONTROL NETWORK AT TIME OF RECOVERY, BUT EXPECTED TO BE AFTER THIS
 CP2454'SURVEY.
 CP2454'
 CP2454'THE STATION IS LOCATED ABOUT 1.6 KM (1 MILE) EAST-SOUTHEAST OF DELHI
 CP2454'AND 25.8 KM (16 MILES) WEST OF TALLULAH IN THE SOUTHWEST QUARTER OF
 CP2454'SECTION 20, T17N, R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF
 CP2454'TRANSPORTATION AND DEVELOPMENT.
 CP2454'
 CP2454'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2454'AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST ON INTERSTATE 20 FOR 1.8
 CP2454'KM (1.1 MILES) TO THE STATION IN THE MEDIAN ON THE EAST END OF THE
 CP2454'MACON BAYOU BRIDGE.
 CP2454'
 CP2454'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2454'LADTD) DISK STAMPED---42G002 1973--- SET INTO THE TOP OF A ROUND
 CP2454'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2454'LOCATED 20 METERS (65.5 FEET) NNE FROM THE CENTER OF THE EAST BOUND
 CP2454'LANE OF INTERSTATE 20, 6.9 METERS (22.5 FEET) SSE FROM THE CENTER OF
 CP2454'THE WEST BOUND LANE OF INTERSTATE 20, 1.5 METERS (5 FEET) SE FROM
 CP2454'THE SOUTHEAST CORNER OF WEST BOUND MACON BAYOU BRIDGE, AND 0.5 METER
 CP2454'(1.5 FEET) WNW FROM A METAL WITNESS POST AND SIGN.
 CP2454'
 CP2454'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2454'(NOW LADTD) DISK STAMPED---42G002 1973--- SET INTO AN IRREGULAR MASS
 CP2454'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2454
 CP2454                          STATION RECOVERY (1982)
 CP2454
 CP2454'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2454'1.4 KM (0.90 MI) SE FROM DELHI.
 CP2454'ABOUT 1.8 KM (1.1 MILES) EAST ALONG INTERSTATE 20 FROM THE JUNCTION OF
 CP2454'INTERSTATE 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, TO THE STATION IN
 CP2454'THE MEDIAN ON THE EAST END OF THE MACON BAYOU BRIDGE, 20 METERS
 CP2454'(65.5 FT) NORTH-NORTHEAST OF THE CENTER OF THE EAST BOUND LANE OF
 CP2454'INTERSTATE 20, 6.9 METERS (22.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 CP2454'THE WEST BOUND LANE OF INTERSTATE 20, 1.5 METERS (5 FT) SOUTHEAST OF
 CP2454'THE SOUTHEAST CORNER OF THE WEST BOUND MACON BAYOU BRIDGE.
 CP2454'THE MARK IS 0.46 METERS  WNW FROM A WITNESS POST.
 CP2454'THE MARK IS ABOVE LEVEL WITH INTERSTATE 20.
 CP2454
 CP2454                          STATION RECOVERY (1990)
 CP2454
 CP2454'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2454'THE STATION IS LOCATED ABOUT 25.8 KM (16.05 MI) WEST OF TALLULAH AND
 CP2454'1.6 KM (1.00 MI) EAST-SOUTHEAST OF DELHI IN THE SOUTHWEST QUARTER OF
 CP2454'SECTION 20, T 17 N, R 10 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2454'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 CP2454'OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST
 CP2454'FOR 1.8 KM (1.10 MI) ON INTERSTATE 20 TO THE STATION IN THE MEDIAN ON
 CP2454'THE EAST END OF THE MACON BAYOU BRIDGE, 20.0 M (65.6 FT)
 CP2454'NORTH-NORTHEAST FROM THE CENTER OF THE EAST BOUND LANES OF THE
 CP2454'INTERSTATE, 6.9 M (22.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 CP2454'WEST BOUND LANES OF THE INTERSTATE, 1.5 M (4.9 FT) SOUTHEAST FROM THE
 CP2454'SOUTHEAST CORNER OF THE WEST BOUND BRIDGE AND 0.5 M (1.6 FT)
 CP2454'EAST-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK
 CP2454'IS RECESSED 2.5 CM (1 IN) BELOW THE LEVEL OF THE GROUND AND ABOUT
 CP2454'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2453 ***********************************************************************
 CP2453  DESIGNATION -  42 G 003
 CP2453  PID         -  CP2453
 CP2453  STATE/COUNTY-  LA/MADISON
 CP2453  USGS QUAD   -  DELHI (1986)
 CP2453
 CP2453                         *CURRENT SURVEY CONTROL
 CP2453  ___________________________________________________________________
 CP2453* NAD 83(1992)-  32 26 12.68369(N)    091 27 28.34223(W)     ADJUSTED  
 CP2453* NAVD 88     -        30.21   (+/-2cm)      99.1    (feet)  VERTCON   
 CP2453  ___________________________________________________________________
 CP2453  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CP2453  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP2453
 CP2453  HORZ ORDER  -  SECOND
 CP2453  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2453
 CP2453.The horizontal coordinates were established by classical geodetic methods
 CP2453.and adjusted by the National Geodetic Survey in May 1994..
 CP2453
 CP2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2453.The vertical order pertains to the NGVD 29 superseded value.
 CP2453
 CP2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2453
 CP2453.The geoid height was determined by GEOID03.
 CP2453
 CP2453;                    North         East     Units Scale Factor Converg.
 CP2453;SPC LA N     -   215,223.577 1,097,998.251   MT  0.99995567   +0 33 03.5
 CP2453;SPC LA N     -   706,112.69  3,602,349.26   sFT  0.99995567   +0 33 03.5
 CP2453;UTM  15      - 3,589,906.241   644,974.772   MT  0.99985918   +0 49 38.3
 CP2453
 CP2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2453!SPC LA N     -   0.99999938  x   0.99995567  =   0.99995505
 CP2453!UTM  15      -   0.99999938  x   0.99985918  =   0.99985856
 CP2453
 CP2453                          SUPERSEDED SURVEY CONTROL
 CP2453
 CP2453  NAD 83(1992)-  32 26 12.68763(N)    091 27 28.34077(W) AD(       ) 2
 CP2453  NAD 83(1986)-  32 26 12.69599(N)    091 27 28.33611(W) AD(       ) 2
 CP2453  NGVD 29 (06/11/92)   30.244  (m)           99.23   (f) ADJUSTED    2 1
 CP2453
 CP2453.Superseded values are not recommended for survey control.
 CP2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2453.See file dsdata.txt to determine how the superseded data were derived.
 CP2453
 CP2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4497589906(NAD 83)
 CP2453_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2453_SP_SET: CONCRETE POST
 CP2453_STAMPING: 42G003 1973
 CP2453_MARK LOGO: LADH  
 CP2453_PROJECTION: FLUSH
 CP2453_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2453+STABILITY: SURFACE MOTION
 CP2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2453+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2453
 CP2453  HISTORY     - Date     Condition        Report By
 CP2453  HISTORY     - 1973     MONUMENTED       LADTD
 CP2453  HISTORY     - 1982     GOOD             LADTD
 CP2453  HISTORY     - 19900724 GOOD             LADTD
 CP2453
 CP2453                          STATION DESCRIPTION
 CP2453
 CP2453'DESCRIBED BY LA TRANSP AND DEV 1973 (RJT)
 CP2453'THIS MARK WAS SET IN 1973 AND NOT CONNECTED TO THE NATIONAL HORIZONTAL
 CP2453'CONTROL NETWORK AT TIME OF RECOVERY, BUT EXPECTED TO BE AFTER THIS
 CP2453'SURVEY.
 CP2453'
 CP2453'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MILES) EAST-SOUTHEAST OF
 CP2453'DELHI AND 24.1 KM (15 MILES) WEST OF TALLULAH IN THE SOUTHWEST
 CP2453'QUARTER OF SECTION 21, T17N, R10E.  OWNERSHIP--LOUISIANA DEPARTMENT
 CP2453'OF TRANSPORTATION AND DEVELOPMENT.
 CP2453'
 CP2453'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2453'AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST ON INTERSTATE 20 FOR 3.5
 CP2453'KM (2.2 MILES) TO THE STATION ON THE RIGHT, NEAR THE SOUTHEAST CORNER
 CP2453'OF AN OVERPASS OVER INTERSTATE 20.
 CP2453'
 CP2453'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2453'LADTD) DISK STAMPED---42G003 1973--- SET INTO THE TOP OF A ROUND
 CP2453'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2453'LOCATED 31.4 METERS (103 FEET) SSW FROM THE CENTER OF THE EAST BOUND
 CP2453'LANE OF INTERSTATE 20, 5.5 METERS (18 FEET) S FROM THE SOUTHEAST
 CP2453'CORNER OF OVERPASS, 5.2 METERS (17 FEET) ESE FROM THE CENTER OF
 CP2453'ASPHALT ROAD, AND 0.6 METER (2 FEET) NNE FROM A METAL WITNESS POST
 CP2453'AND SIGN.
 CP2453'
 CP2453'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2453'(NOW LADTD) DISK STAMPED---42G003 1973--- SET INTO AN IRREGULAR MASS
 CP2453'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2453
 CP2453                          STATION RECOVERY (1982)
 CP2453
 CP2453'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2453'2.7 KM (1.7 MI) EAST FROM DELHI.
 CP2453'ABOUT 3.5 KM (2.2 MILES) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2453'JUNCTION OF INTERSTATE 20 AND STATE HIGHWAY 17 SOUTH OF DELHI TO THE
 CP2453'STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF AN OVERPASS OVER THE
 CP2453'INTERSTATE, 31.4 METERS (103 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE
 CP2453'EAST BOUND LANE OF INTERSTATE 20, 5.5 METERS (18 FT) SOUTH OF THE
 CP2453'SOUTHEAST CORNER OF THE OVERPASS, AND 5.2 METERS (17 FT)
 CP2453'EAST-SOUTHEAST OF THE CENTER OF A ASPHALT ROAD.
 CP2453'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 CP2453'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 CP2453
 CP2453                          STATION RECOVERY (1990)
 CP2453
 CP2453'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2453'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) WEST OF TALLULAH AND
 CP2453'2.8 KM (1.75 MI) EAST-SOUTHEAST OF DELHI IN THE SOUTHWEST QUARTER OF
 CP2453'SECTION 21, T17N, R10E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2453'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 CP2453'OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST
 CP2453'FOR 3.5 KM (2.15 MI) ON INTERSTATE 20 TO THE STATION ON THE RIGHT,
 CP2453'NEAR THE SOUTHEAST CORNER OF AN OVERPASS OVER THE INTERSTATE. THE
 CP2453'STATION IS 31.4 M (103.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 CP2453'EAST BOUND LANE OF THE INTERSTATE, 5.5 M (18.0 FT) SOUTH FROM THE
 CP2453'SOUTHEAST CORNER OF THE OVERPASS BRIDGE, 5.2 M (17.1 FT)
 CP2453'EAST-SOUTHEAST FROM THE CENTER OF A ASPHALT ROAD, 1.0 M (3.3 FT)
 CP2453'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT AND
 CP2453'0.6 M (2.0 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST WITH SIGN
 CP2453'ATTACHED.  THE MARK IS RECESSED 15.2 CM (6 IN) BELOW THE LEVEL OF THE
 CP2453'GROUND AND ABOUT LEVEL WITH THE ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2452 ***********************************************************************
 CP2452  DESIGNATION -  42 G 004
 CP2452  PID         -  CP2452
 CP2452  STATE/COUNTY-  LA/MADISON
 CP2452  USGS QUAD   -  DELHI (1986)
 CP2452
 CP2452                         *CURRENT SURVEY CONTROL
 CP2452  ___________________________________________________________________
 CP2452* NAD 83(1992)-  32 26 06.20183(N)    091 26 30.55103(W)     ADJUSTED  
 CP2452* NAVD 88     -        25.61   (+/-2cm)      84.0    (feet)  VERTCON   
 CP2452  ___________________________________________________________________
 CP2452  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CP2452  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2452
 CP2452  HORZ ORDER  -  SECOND
 CP2452  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2452
 CP2452.The horizontal coordinates were established by classical geodetic methods
 CP2452.and adjusted by the National Geodetic Survey in May 1994..
 CP2452
 CP2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2452.The vertical order pertains to the NGVD 29 superseded value.
 CP2452
 CP2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2452
 CP2452.The geoid height was determined by GEOID03.
 CP2452
 CP2452;                    North         East     Units Scale Factor Converg.
 CP2452;SPC LA N     -   215,038.556 1,099,509.736   MT  0.99995539   +0 33 34.1
 CP2452;SPC LA N     -   705,505.66  3,607,308.19   sFT  0.99995539   +0 33 34.1
 CP2452;UTM  15      - 3,589,728.530   646,486.989   MT  0.99986462   +0 50 09.1
 CP2452
 CP2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2452!SPC LA N     -   1.00000010  x   0.99995539  =   0.99995549
 CP2452!UTM  15      -   1.00000010  x   0.99986462  =   0.99986472
 CP2452
 CP2452                          SUPERSEDED SURVEY CONTROL
 CP2452
 CP2452  NAD 83(1992)-  32 26 06.20606(N)    091 26 30.54949(W) AD(       ) 2
 CP2452  NAD 83(1986)-  32 26 06.21403(N)    091 26 30.54512(W) AD(       ) 2
 CP2452  NGVD 29 (06/11/92)   25.634  (m)           84.10   (f) ADJUSTED    2 1
 CP2452
 CP2452.Superseded values are not recommended for survey control.
 CP2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2452.See file dsdata.txt to determine how the superseded data were derived.
 CP2452
 CP2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4648789729(NAD 83)
 CP2452_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2452_SP_SET: CONCRETE POST
 CP2452_STAMPING: 42G004 1973
 CP2452_MARK LOGO: LADH  
 CP2452_PROJECTION: PROJECTING 5 CENTIMETERS
 CP2452_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2452+STABILITY: SURFACE MOTION
 CP2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2452+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2452
 CP2452  HISTORY     - Date     Condition        Report By
 CP2452  HISTORY     - 1973     MONUMENTED       LADTD
 CP2452  HISTORY     - 1982     GOOD             LADTD
 CP2452  HISTORY     - 19900724 GOOD             LADTD
 CP2452
 CP2452                          STATION DESCRIPTION
 CP2452
 CP2452'DESCRIBED BY LA TRANSP AND DEV 1973 (TLH)
 CP2452'THIS MARK WAS SET IN 1973 AND NOT CONNECTED TO THE NATIONAL HORIZONTAL
 CP2452'CONTROL NETWORK AT TIME OF RECOVERY, BUT EXPECTED TO BE AFTER THIS
 CP2452'SURVEY.
 CP2452'
 CP2452'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MILES) EAST-SOUTHEAST OF
 CP2452'DELHI AND 22.5 KM (14 MILES) WEST OF TALLULAH IN THE SOUTHEAST
 CP2452'QUARTER OF SECTION 21, T17N, R10E.  OWNERSHIP--LOUISIANA DEPARTMENT
 CP2452'OF TRANSPORTATION AND DEVELOPMENT.
 CP2452'
 CP2452'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2452'AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST ON INTERSTATE 20 FOR 5.1
 CP2452'KM (3.2 MILES) TO THE STATION ON THE LEFT, NEAR THE NORTHEAST CORNER
 CP2452'OF THE WEST BOUND BRIDGE OVER JOES BAYOU LAKE.
 CP2452'
 CP2452'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2452'LADTD) DISK STAMPED---42G004 1973--- SET INTO THE TOP OF A ROUND
 CP2452'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 CP2452'INCHES) ABOVE THE GROUND LOCATED 17.4 METERS (57 FEET) S FROM A CHAIN
 CP2452'LINK FENCE, 8.5 METERS (28 FEET) N FROM THE CENTER OF THE WEST BOUND
 CP2452'LANE OF INTERSTATE 20, 2.1 METERS (7 FEET) ENE FROM THE OF THE
 CP2452'NORTHEAST CORNER OF WEST BOUND BRIDGE, AND 0.5 METER (1.5 FEET) W
 CP2452'FROM A METAL WITNESS POST AND SIGN.
 CP2452'
 CP2452'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2452'(NOW LADTD) DISK STAMPED---42G004 1973--- SET INTO AN IRREGULAR MASS
 CP2452'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2452
 CP2452                          STATION RECOVERY (1982)
 CP2452
 CP2452'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2452'4.2 KM (2.6 MI) EAST FROM DELHI.
 CP2452'ABOUT 5.1 KM (3.2 MILES) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2452'INTERSECTION OF HIGHWAY 20 AND STATE HIGHWAY 17 IN SOUTH DELHI, TO THE
 CP2452'STATION MARK ON THE LEFT, NEAR THE NORTHEAST CORNER OF THE WEST BOUND
 CP2452'LANE BRIDGE OVER JOES BAYOU LAKE, 17.4 METERS (57 FT) SOUTH OF A CHAIN
 CP2452'LINK FENCE, 8.5 METERS (28 FT) NORTH OF THE CENTER OF THE WEST BOUND
 CP2452'LANE, 2.1 METERS (7 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 CP2452'WEST BOUND LANE BRIDGE.
 CP2452'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CP2452'THE MARK IS ABOVE LEVEL WITH HIGHWAY 20.
 CP2452
 CP2452                          STATION RECOVERY (1990)
 CP2452
 CP2452'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2452'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST OF TALLULAH AND
 CP2452'4.2 KM (2.60 MI) EAST-SOUTHEAST OF DELHI IN THE SOUTHEAST QUARTER OF
 CP2452'SECTION 21, T17N, R10E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2452'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 CP2452'OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST
 CP2452'FOR 5.1 KM (3.15 MI) ON INTERSTATE 20 TO THE STATION ON THE LEFT, NEAR
 CP2452'THE NORTHEAST CORNER OF THE WEST BOUND BRIDGE OVER JOES BAYOU LAKE.
 CP2452'THE STATION IS 17.4 M (57.1 FT) SOUTH FROM A CHAIN LINK FENCE, 8.5 M
 CP2452'(27.9 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANES OF THE
 CP2452'INTERSTATE, 2.1 M (6.9 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 CP2452'THE WEST BOUND BRIDGE, 0.5 M (1.6 FT) EAST-SOUTHEAST FROM THE
 CP2452'SOUTHEAST CORNER OF THE BRIDGE ABUTMENT AND 0.5 M (1.6 FT) WEST FROM A
 CP2452'METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS RECESSED 15.2 CM
 CP2452'(6 IN) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2450 ***********************************************************************
 CP2450  DESIGNATION -  42 G 005
 CP2450  PID         -  CP2450
 CP2450  STATE/COUNTY-  LA/MADISON
 CP2450  USGS QUAD   -  DELHI (1986)
 CP2450
 CP2450                         *CURRENT SURVEY CONTROL
 CP2450  ___________________________________________________________________
 CP2450* NAD 83(1992)-  32 25 51.67922(N)    091 25 08.91181(W)     ADJUSTED  
 CP2450* NAVD 88     -        31.15   (+/-2cm)     102.2    (feet)  VERTCON   
 CP2450  ___________________________________________________________________
 CP2450  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP2450  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2450
 CP2450  HORZ ORDER  -  SECOND
 CP2450  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2450
 CP2450.The horizontal coordinates were established by classical geodetic methods
 CP2450.and adjusted by the National Geodetic Survey in May 1994..
 CP2450
 CP2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2450.The vertical order pertains to the NGVD 29 superseded value.
 CP2450
 CP2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2450
 CP2450.The geoid height was determined by GEOID03.
 CP2450
 CP2450;                    North         East     Units Scale Factor Converg.
 CP2450;SPC LA N     -   214,612.290 1,101,646.692   MT  0.99995475   +0 34 17.2
 CP2450;SPC LA N     -   704,107.15  3,614,319.19   sFT  0.99995475   +0 34 17.2
 CP2450;UTM  15      - 3,589,312.616   648,625.792   MT  0.99987240   +0 50 52.6
 CP2450
 CP2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2450!SPC LA N     -   0.99999924  x   0.99995475  =   0.99995399
 CP2450!UTM  15      -   0.99999924  x   0.99987240  =   0.99987164
 CP2450
 CP2450                          SUPERSEDED SURVEY CONTROL
 CP2450
 CP2450  NAD 83(1992)-  32 25 51.68389(N)    091 25 08.91010(W) AD(       ) 2
 CP2450  NAD 83(1986)-  32 25 51.69127(N)    091 25 08.90623(W) AD(       ) 2
 CP2450  NGVD 29 (06/11/92)   31.175  (m)          102.28   (f) ADJUSTED    2 1
 CP2450
 CP2450.Superseded values are not recommended for survey control.
 CP2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2450.See file dsdata.txt to determine how the superseded data were derived.
 CP2450
 CP2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4862689313(NAD 83)
 CP2450_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2450_SP_SET: CONCRETE POST
 CP2450_STAMPING: 42G005 1973
 CP2450_MARK LOGO: LADH  
 CP2450_PROJECTION: FLUSH
 CP2450_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2450+STABILITY: SURFACE MOTION
 CP2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2450+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 CP2450
 CP2450  HISTORY     - Date     Condition        Report By
 CP2450  HISTORY     - 1973     MONUMENTED       LADTD
 CP2450  HISTORY     - 1982     GOOD             LADTD
 CP2450  HISTORY     - 19900724 GOOD             LADTD
 CP2450  HISTORY     - 20051208 GOOD             GEOCAC
 CP2450
 CP2450                          STATION DESCRIPTION
 CP2450
 CP2450'DESCRIBED BY LA TRANSP AND DEV 1973 (TLH)
 CP2450'THIS MARK WAS SET IN 1973 AND NOT CONNECTED TO THE NATIONAL HORIZONTAL
 CP2450'CONTROL NETWORK AT TIME OF RECOVERY, BUT EXPECTED TO BE AFTER THIS
 CP2450'SURVEY.
 CP2450'
 CP2450'THE STATION IS LOCATED ABOUT 6.4 KM (4 MILES) EAST-SOUTHEAST OF DELHI
 CP2450'AND 20.1 KM (12.5 MILES) WEST OF TALLULAH IN THE NORTHWEST QUARTER OF
 CP2450'SECTION 26, T17N, R10E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2450'TRANSPORTATION AND DEVELOPMENT.
 CP2450'
 CP2450'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2450'AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST ON INTERSTATE 20 FOR 7.7
 CP2450'KM (4.8 MILES) TO THE INTERSECTION OF INTERSTATE 20 AND STATE HIGHWAY
 CP2450'577. THE STATION IS NEAR THE SOUTHEAST CORNER OF THE OVERPASS.
 CP2450'
 CP2450'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2450'LADTD) DISK STAMPED---42G005 1973--- SET INTO THE TOP OF A ROUND
 CP2450'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2450'LOCATED 34.7 METERS (114 FEET) S FROM THE CENTER OF THE EAST BOUND
 CP2450'LANE OF INTERSTATE 20, 7.2 METERS (23.5 FEET) E FROM THE CENTER OF
 CP2450'STATE HIGHWAY 577, 5.6 METERS (18.5 FEET) SSE FROM THE SOUTHEAST
 CP2450'CORNER OF THE OVERPASS, AND 0.6 METER (2 FEET) N FROM A METAL
 CP2450'WITNESS POST AND SIGN.
 CP2450'
 CP2450'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2450'(NOW LADTD) DISK STAMPED---42G005 1973--- SET INTO AN IRREGULAR MASS
 CP2450'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2450
 CP2450                          STATION RECOVERY (1982)
 CP2450
 CP2450'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2450'7.24 KM (4.5 MI) EAST FROM DELHI.
 CP2450'ABOUT 7.7 KM (4.8 MILES) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2450'INTERSECTION OF HIGHWAY 20 AND STATE HIGHWAY 17 IN SOUTH DELHI TO THE
 CP2450'INTERSECTION OF HIGHWAY 20 AND STATE HIGHWAY 577, THE STATION IS NEAR
 CP2450'THE SOUTHEAST CORNER OF THE OVERPASS, 34.7 METERS (114 FT) SOUTH OF
 CP2450'THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 20, 7.2 METERS (23.5 FT)
 CP2450'EAST OF THE CENTER OF STATE HIGHWAY 577, 5.6 METERS (18.5 FT)
 CP2450'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS.
 CP2450'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 CP2450'THE MARK IS ABOVE LEVEL WITH HIGHWAY 577.
 CP2450
 CP2450                          STATION RECOVERY (1990)
 CP2450
 CP2450'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2450'THE STATION IS LOCATED ABOUT 20.1 KM (12.50 MI) WEST OF TALLULAH AND
 CP2450'6.4 KM (3.95 MI) EAST-SOUTHEAST OF DELHI IN THE NORTHWEST QUARTER OF
 CP2450'SECTION 26, T17N, R10E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2450'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE
 CP2450'INTERSECTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 17 SOUTH OF
 CP2450'DELHI, GO EAST FOR 7.7 KM (4.80 MI) ON INTERSTATE 20 TO THE
 CP2450'INTERSECTION WITH STATE HIGHWAY 577 WITH THE STATION SET NEAR THE
 CP2450'SOUTHEAST CORNER OF THE OVERPASS. THE STATION IS 34.7 M (113.8 FT)
 CP2450'SOUTH FROM THE CENTER OF THE EAST BOUND LANES OF THE INTERSTATE, 7.2 M
 CP2450'(23.6 FT) EAST FROM THE CENTER OF HIGHWAY 577, 5.6 M (18.4 FT)
 CP2450'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE BRIDGE OVERPASS, 0.9
 CP2450'M (3.0 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT
 CP2450'AND 0.6 M (2.0 FT) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2450'THE MARK IS RECESSED 15.2 CM (6 IN) BELOW THE GROUND SURFACE AND ABOUT
 CP2450'LEVEL WITH HIGHWAY 577.
 CP2450
 CP2450                          STATION RECOVERY (2005)
 CP2450
 CP2450'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 CP2450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2449 ***********************************************************************
 CP2449  DESIGNATION -  42 G 006
 CP2449  PID         -  CP2449
 CP2449  STATE/COUNTY-  LA/MADISON
 CP2449  USGS QUAD   -  DELHI (1986)
 CP2449
 CP2449                         *CURRENT SURVEY CONTROL
 CP2449  ___________________________________________________________________
 CP2449* NAD 83(1992)-  32 25 46.22671(N)    091 24 22.65204(W)     ADJUSTED  
 CP2449* NAVD 88     -        24.14   (+/-2cm)      79.2    (feet)  VERTCON   
 CP2449  ___________________________________________________________________
 CP2449  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP2449  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2449
 CP2449  HORZ ORDER  -  SECOND
 CP2449  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2449
 CP2449.The horizontal coordinates were established by classical geodetic methods
 CP2449.and adjusted by the National Geodetic Survey in May 1994..
 CP2449
 CP2449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2449.The vertical order pertains to the NGVD 29 superseded value.
 CP2449
 CP2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2449
 CP2449.The geoid height was determined by GEOID03.
 CP2449
 CP2449;                    North         East     Units Scale Factor Converg.
 CP2449;SPC LA N     -   214,456.472 1,102,856.788   MT  0.99995452   +0 34 41.7
 CP2449;SPC LA N     -   703,595.94  3,618,289.31   sFT  0.99995452   +0 34 41.7
 CP2449;UTM  15      - 3,589,162.651   649,836.529   MT  0.99987686   +0 51 17.3
 CP2449
 CP2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2449!SPC LA N     -   1.00000034  x   0.99995452  =   0.99995486
 CP2449!UTM  15      -   1.00000034  x   0.99987686  =   0.99987720
 CP2449
 CP2449                          SUPERSEDED SURVEY CONTROL
 CP2449
 CP2449  NAD 83(1992)-  32 25 46.23166(N)    091 24 22.65026(W) AD(       ) 2
 CP2449  NAD 83(1986)-  32 25 46.23881(N)    091 24 22.64658(W) AD(       ) 2
 CP2449  NGVD 29 (06/11/92)   24.154  (m)           79.25   (f) ADJUSTED    2 1
 CP2449
 CP2449.Superseded values are not recommended for survey control.
 CP2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2449.See file dsdata.txt to determine how the superseded data were derived.
 CP2449
 CP2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4983789163(NAD 83)
 CP2449_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2449_SP_SET: CONCRETE POST
 CP2449_STAMPING: 42G006 1982
 CP2449_MARK LOGO: LADH  
 CP2449_PROJECTION: FLUSH
 CP2449_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2449+STABILITY: SURFACE MOTION
 CP2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2449+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 CP2449
 CP2449  HISTORY     - Date     Condition        Report By
 CP2449  HISTORY     - 1982     MONUMENTED       LADTD
 CP2449  HISTORY     - 1982     GOOD             LADTD
 CP2449  HISTORY     - 19900724 GOOD             LADTD
 CP2449
 CP2449                          STATION DESCRIPTION
 CP2449
 CP2449'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2449'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MILES) EAST-SOUTHEAST OF
 CP2449'DELHI AND 19.3 KM (12 MILES) WEST OF TALLULAH NEAR THE SECTION LINES
 CP2449'OF 26 AND 25, T17N, R10E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2449'TRANSPORTATION AND DEVELOPMENT.
 CP2449'
 CP2449'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2449'AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST ON INTERSTATE 20 FOR 8.9
 CP2449'KM (5.4 MILES) TO THE STATION IN THE MEDIAN.
 CP2449'
 CP2449'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2449'LADTD) DISK STAMPED---42G006 1982--- SET INTO THE TOP OF A ROUND
 CP2449'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2449'LOCATED 38.1 METERS (125 FEET) E FROM THE CENTER OF A SQUARE IRON
 CP2449'DRAIN, 13.6 METERS (44.5 FEET) N FROM THE CENTER OF THE EAST BOUND
 CP2449'LANE OF INTERSTATE 20, 13.4 METERS (44 FEET) S FROM THE CENTER OF
 CP2449'THE WEST BOUND LANE OF INTERSTATE 20., AND 0.6 METER (2 FEET) E FROM
 CP2449'A METAL WITNESS POST AND SIGN.
 CP2449'
 CP2449'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2449'(NOW LADTD) DISK STAMPED---42G006 1982--- SET INTO AN IRREGULAR MASS
 CP2449'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2449
 CP2449                          STATION RECOVERY (1982)
 CP2449
 CP2449'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2449'8.21 KM (5.1 MI) EAST FROM DELHI.
 CP2449'ABOUT 8.9 KM (5.4 MILES) EAST ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2449'INTERSECTION OF HIGHWAY 20 AND STATE HIGHWAY 17 IN SOUTH DELHI TO THE
 CP2449'STATION IN THE MEDIAN, 38.1 METERS (125 FT) EAST OF THE CENTER OF A
 CP2449'SQUARE IRON DRAIN, 13.6 METERS (44.5 FT) NORTH OF THE CENTER OF THE OF
 CP2449'THE WEST BOUND LANE OF HIGHWAY 20.
 CP2449'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP2449'THE MARK IS 1.22 M BELOW HIGHWAY 20.
 CP2449
 CP2449                          STATION RECOVERY (1990)
 CP2449
 CP2449'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CP2449'THE STATION IS LOACTED ABOUT 19.3 KM (12.00 MI) WEST OF TALLULAH AND
 CP2449'7.6 KM (4.70 MI) EAST-SOUTHEAST OF DELHI NEAR THE SECTION LINES OF 25
 CP2449'AND 26, T17N, R10E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 CP2449'AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP2449'HIGHWAY 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, GO EAST FOR 8.9 KM
 CP2449'(5.55 MI) ON INTERSTATE 20 TO THE STATION SET IN THE MEDIAN. THE
 CP2449'STATION IS 38.1 M (125.0 FT) EAST FROM THE CENTER OF A SQUARE IRON
 CP2449'DRAIN, 13.6 M (44.6 FT) NORTH FROM THE CENTER OF THE EAST BOUND LANES
 CP2449'OF THE INTERSTATE, 13.4 M (44.0 FT) SOUTH FROM THE CENTER OF THE WEST
 CP2449'BOUND LANES OF THE INTERSTATE AND 0.6 M (2.0 FT) EAST FROM A METAL
 CP2449'WITNESS POST WITH SIGN ATTACHED.  THE MARK IS RECESSED 5 CM (2 IN)
 CP2449'BELOW THE GROUND SURFACE AND ABOUT 1.2 M (3.9 FT) BELOW THE LEVEL OF
 CP2449'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2451 ***********************************************************************
 CP2451  DESIGNATION -  42 G 007
 CP2451  PID         -  CP2451
 CP2451  STATE/COUNTY-  LA/MADISON
 CP2451  USGS QUAD   -  DELHI (1986)
 CP2451
 CP2451                         *CURRENT SURVEY CONTROL
 CP2451  ___________________________________________________________________
 CP2451* NAD 83(1992)-  32 26 40.69286(N)    091 24 30.71579(W)     ADJUSTED  
 CP2451* NAVD 88     -        25.86   (+/-2cm)      84.8    (feet)  VERTCON   
 CP2451  ___________________________________________________________________
 CP2451  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP2451  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2451
 CP2451  HORZ ORDER  -  SECOND
 CP2451  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2451
 CP2451.The horizontal coordinates were established by classical geodetic methods
 CP2451.and adjusted by the National Geodetic Survey in May 1994..
 CP2451
 CP2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2451.The vertical order pertains to the NGVD 29 superseded value.
 CP2451
 CP2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2451
 CP2451.The geoid height was determined by GEOID03.
 CP2451
 CP2451;                    North         East     Units Scale Factor Converg.
 CP2451;SPC LA N     -   216,131.965 1,102,629.246   MT  0.99995691   +0 34 37.4
 CP2451;SPC LA N     -   709,092.96  3,617,542.78   sFT  0.99995691   +0 34 37.4
 CP2451;UTM  15      - 3,590,836.893   649,600.916   MT  0.99987599   +0 51 14.2
 CP2451
 CP2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2451!SPC LA N     -   1.00000007  x   0.99995691  =   0.99995698
 CP2451!UTM  15      -   1.00000007  x   0.99987599  =   0.99987606
 CP2451
 CP2451                          SUPERSEDED SURVEY CONTROL
 CP2451
 CP2451  NAD 83(1992)-  32 26 40.69774(N)    091 24 30.71444(W) AD(       ) 2
 CP2451  NAD 83(1986)-  32 26 40.70498(N)    091 24 30.71059(W) AD(       ) 2
 CP2451  NGVD 29 (06/11/92)   25.877  (m)           84.90   (f) ADJUSTED    2 1
 CP2451
 CP2451.Superseded values are not recommended for survey control.
 CP2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2451.See file dsdata.txt to determine how the superseded data were derived.
 CP2451
 CP2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4960190837(NAD 83)
 CP2451_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2451_SP_SET: CONCRETE POST
 CP2451_STAMPING: 42G007 1973
 CP2451_MARK LOGO: LADH  
 CP2451_PROJECTION: FLUSH
 CP2451_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2451+STABILITY: SURFACE MOTION
 CP2451
 CP2451  HISTORY     - Date     Condition        Report By
 CP2451  HISTORY     - 1982     MONUMENTED       LADTD
 CP2451  HISTORY     - 1982     GOOD             LADTD
 CP2451
 CP2451                          STATION DESCRIPTION
 CP2451
 CP2451'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2451'THE STATION IS LOCATED ABOUT 6.4 KM (4 MILES) EAST OF DELHI AND 19.3
 CP2451'KM (12 MILES) WEST-NORTHWEST OF TALLULAH NEAR THE SECTION LINES OF 23
 CP2451'AND 24, T17N, R10E.  OWNERSHIP--ILLINOIS CENTRAL GULF RAILROAD.
 CP2451'
 CP2451'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20
 CP2451'AND STATE HIGHWAY 577, GO NORTH ON HIGHWAY 577 FOR 0.7 KM (2.4 MILES)
 CP2451'TO THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 577, THE
 CP2451'STATION IS APPROXIMATLY 182.9 METERS (600 FT) EAST OF THE
 CP2451'INTERSECTION AND NORTH OF THE ILLINOIS CENTRAL GULF RAILROAD TRACKS.
 CP2451'
 CP2451'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2451'LADTD) DISK STAMPED---42G007 1982--- SET INTO THE TOP OF A ROUND
 CP2451'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2451'LOCATED 25.9 METERS (85 FEET) SSW FROM THE CENTER OF U.S. HIGHWAY
 CP2451'80, 5.8 METERS (19 FEET) NNE FROM THE NORTH RAIL OF RAIL ROAD
 CP2451'TRACK, AND 0.3 METER (1 FOOT) S FROM A METAL WITNESS POST AND SIGN.
 CP2451'
 CP2451'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2451'(NOW LADTD) DISK STAMPED---42G007 1982--- SET INTO AN IRREGULAR MASS
 CP2451'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 CP2451
 CP2451                          STATION RECOVERY (1982)
 CP2451
 CP2451'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2451'6.8 KM (4.2 MI) EAST FROM DELHI.
 CP2451'ABOUT 0.7 KM (2.4 MILES) NORTH ALONG STATE HIGHWAY 577 FROM THE
 CP2451'INTERSECTION OF INTERSTATE HIGHWAY 20 AND HIGHWAY 577, TO THE STATION
 CP2451'ON THE RIGHT AND NORTH OF THE ILLINOIS CENTRAL GULF RAILROAD TRACKS,
 CP2451'25.9 METERS (85 FT) SOUTH-SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 80,
 CP2451'5.8 METERS (19 FT) NORTH-NORTHEAST OF THE NORTH RAIL OF THE RAILROAD.
 CP2451'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CP2451'THE MARK IS 0.61 M ABOVE US HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2459 ***********************************************************************
 CP2459  DESIGNATION -  42 V 1
 CP2459  PID         -  CP2459
 CP2459  STATE/COUNTY-  LA/RICHLAND
 CP2459  USGS QUAD   -  DELHI (1986)
 CP2459
 CP2459                         *CURRENT SURVEY CONTROL
 CP2459  ___________________________________________________________________
 CP2459* NAD 83(1986)-  32 27 35.     (N)    091 29 35.     (W)     SCALED    
 CP2459* NAVD 88     -        28.994  (meters)      95.12   (feet)  ADJUSTED  
 CP2459  ___________________________________________________________________
 CP2459  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2459  DYNAMIC HT  -          28.961 (meters)      95.02  (feet)  COMP
 CP2459  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 CP2459
 CP2459  VERT ORDER  -  SECOND    CLASS I
 CP2459
 CP2459.The horizontal coordinates were scaled from a topographic map and have
 CP2459.an estimated accuracy of +/- 6 seconds.
 CP2459
 CP2459.The orthometric height was determined by differential leveling
 CP2459.and adjusted by the National Geodetic Survey in June 1991..
 CP2459
 CP2459.The geoid height was determined by GEOID03.
 CP2459
 CP2459.The dynamic height is computed by dividing the NAVD 88
 CP2459.geopotential number by the normal gravity value computed on the
 CP2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2459.degrees latitude (g = 980.6199 gals.).
 CP2459
 CP2459.The modeled gravity was interpolated from observed gravity values.
 CP2459
 CP2459;                    North         East    Units  Estimated Accuracy
 CP2459;SPC LA N     -   217,730.    1,094,670.      MT  (+/- 180 meters Scaled)
 CP2459
 CP2459                          SUPERSEDED SURVEY CONTROL
 CP2459
 CP2459.No superseded survey control is available for this station.
 CP2459
 CP2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR416923(NAD 83)
 CP2459_MARKER: DB = BENCH MARK DISK
 CP2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2459_SP_SET: CONCRETE POST
 CP2459_STAMPING: 42 V 1 1985
 CP2459_MARK LOGO: LADTD 
 CP2459_PROJECTION: RECESSED 3 CENTIMETERS
 CP2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2459+STABILITY: SURFACE MOTION
 CP2459
 CP2459  HISTORY     - Date     Condition        Report By
 CP2459  HISTORY     - 1985     MONUMENTED       LADTD
 CP2459
 CP2459                          STATION DESCRIPTION
 CP2459
 CP2459'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2459'0.9 KM (0.6 MI) NORTH FROM DELHI.
 CP2459'ABOUT 0.9 KM (0.6 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2459'IN DELHI TO THE BENCH MARK ON THE LEFT BY THE DELHI PRESBYTERIAN
 CP2459'CHURCH, 21.6 METERS (71 FEET) SOUTH OF THE CENTERLINE OF FOURTH
 CP2459'STREET, 15.5 METERS (51 FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY
 CP2459'17, 12.6 METERS (41.5 FEET) SOUTH-SOUTHWEST OF A LIGHT POLE WITH A
 CP2459'METER ATTACHED AND 1.1 METERS (3.5 FEET) SOUTH-SOUTHEAST OF THE
 CP2459'CORNER OF A BRICK CHURCH.
 CP2459'THE MARK IS 0.45 METERS  E FROM  A MONUMENT WALL PLATE
 CP2459'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8209 ***********************************************************************
 AC8209  DESIGNATION -  42 V 1 RESET
 AC8209  PID         -  AC8209
 AC8209  STATE/COUNTY-  LA/RICHLAND
 AC8209  USGS QUAD   -  MANGHAM (1982)
 AC8209
 AC8209                         *CURRENT SURVEY CONTROL
 AC8209  ___________________________________________________________________
 AC8209* NAD 83(1986)-  32 17 31.     (N)    091 45 50.     (W)     SCALED    
 AC8209* NAVD 88     -        20.08   (+/-2cm)      65.9    (feet)  VERTCON   
 AC8209  ___________________________________________________________________
 AC8209  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AC8209
 AC8209  VERT ORDER  -  THIRD (See Below)
 AC8209
 AC8209.The horizontal coordinates were scaled from a topographic map and have
 AC8209.an estimated accuracy of +/- 6 seconds.
 AC8209
 AC8209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8209.The vertical order pertains to the NGVD 29 superseded value.
 AC8209
 AC8209.The geoid height was determined by GEOID03.
 AC8209
 AC8209;                    North         East    Units  Estimated Accuracy
 AC8209;SPC LA N     -   198,920.    1,069,330.      MT  (+/- 180 meters Scaled)
 AC8209
 AC8209                          SUPERSEDED SURVEY CONTROL
 AC8209
 AC8209  NGVD 29 (09/18/05)   20.10   (m)           65.9    (f) RESET       3  
 AC8209
 AC8209.Superseded values are not recommended for survey control.
 AC8209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8209.See file dsdata.txt to determine how the superseded data were derived.
 AC8209
 AC8209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR163734(NAD 83)
 AC8209_MARKER: DB = BENCH MARK DISK
 AC8209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8209_STAMPING: 42V1 RESET 1989
 AC8209_MARK LOGO: LADH  
 AC8209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8209+STABILITY: SURFACE MOTION
 AC8209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8209+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC8209
 AC8209  HISTORY     - Date     Condition        Report By
 AC8209  HISTORY     - 1989     MONUMENTED       LADTD
 AC8209
 AC8209                          STATION DESCRIPTION
 AC8209
 AC8209'DESCRIBED BY LA TRANSP AND DEV 1989 (SLC)
 AC8209'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTH OF RAYVILLE, 4.7
 AC8209'KM (2.90 MI) NORTH OF BASKIN AND 2.6 KM (1.60 MI) SOUTH OF MANGHAM.
 AC8209'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AC8209'REACH THE STATION FROM THE POST OFFICE IN MANGHAM, GO SOUTH FOR 2.6 KM
 AC8209'(1.60 MI) ON STATE HIGHWAY 15 TO THE MARK ON THE LEFT, SET ON THE WEST
 AC8209'BANK OF BIG CREEK AT THE FRANKLIN-RICHLAND PARISH LINE. THE STATION IS
 AC8209'50.6 M (166.0 FT) NORTHWEST FROM THE WEST BANK OF BIG CREEK, 21.6 M
 AC8209'(70.9 FT) NORTHEAST FROM THE PROPOSED CENTER OF THE NEW NORTH BOUND
 AC8209'LANES OF HIGHWAY 15, 0.3 M (1.0 FT) SOUTHWEST FROM THE PROPOSED
 AC8209'RIGHT-OF-WAY FENCE AND 0.3 M (1.0 FT) SOUTHEAST FROM A METAL WITNESS
 AC8209'POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 AC8209'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2099 ***********************************************************************
 CP2099  DESIGNATION -  42 V 10
 CP2099  PID         -  CP2099
 CP2099  STATE/COUNTY-  LA/RICHLAND
 CP2099  USGS QUAD   -  GILLEYVILLE (1982)
 CP2099
 CP2099                         *CURRENT SURVEY CONTROL
 CP2099  ___________________________________________________________________
 CP2099* NAD 83(1986)-  32 18 39.     (N)    091 53 29.     (W)     SCALED    
 CP2099* NAVD 88     -        21.92   (+/-2cm)      71.9    (feet)  VERTCON   
 CP2099  ___________________________________________________________________
 CP2099  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP2099
 CP2099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2099
 CP2099.The horizontal coordinates were scaled from a topographic map and have
 CP2099.an estimated accuracy of +/- 6 seconds.
 CP2099
 CP2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2099.The vertical order pertains to the NGVD 29 superseded value.
 CP2099
 CP2099.The geoid height was determined by GEOID03.
 CP2099
 CP2099;                    North         East    Units  Estimated Accuracy
 CP2099;SPC LA N     -   200,940.    1,057,310.      MT  (+/- 180 meters Scaled)
 CP2099
 CP2099                          SUPERSEDED SURVEY CONTROL
 CP2099
 CP2099  NGVD 29 (??/??/92)   21.950  (m)           72.01   (f) ADJ UNCH    2 0
 CP2099
 CP2099.Superseded values are not recommended for survey control.
 CP2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2099.See file dsdata.txt to determine how the superseded data were derived.
 CP2099
 CP2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR043754(NAD 83)
 CP2099_MARKER: DB = BENCH MARK DISK
 CP2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2099_STAMPING: 42V10 1970
 CP2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2099+STABILITY: SURFACE MOTION
 CP2099
 CP2099  HISTORY     - Date     Condition        Report By
 CP2099  HISTORY     - 1970     MONUMENTED       LADH
 CP2099
 CP2099                          STATION DESCRIPTION
 CP2099
 CP2099'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2099'6.45 MI W FROM MANGHAM.
 CP2099'ABOUT 6.45 MILES WEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2099'ENTRANCE TO MANGHAM HIGH SCHOOL TO THE MARK.  IT IS 219.0 FEET
 CP2099'NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 132, 60.0 FEET
 CP2099'NORTHEAST OF THE NORTHEAST CORNER OF ASSEMBLY OF GOD CHURCH BUILDING,
 CP2099'21.0 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY.  SET IN TOP
 CP2099'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS
 CP2099'POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2468 ***********************************************************************
 CP2468  DESIGNATION -  42 V 10
 CP2468  PID         -  CP2468
 CP2468  STATE/COUNTY-  LA/RICHLAND
 CP2468  USGS QUAD   -  EPPS (1986)
 CP2468
 CP2468                         *CURRENT SURVEY CONTROL
 CP2468  ___________________________________________________________________
 CP2468* NAD 83(1986)-  32 34 54.     (N)    091 29 09.     (W)     SCALED    
 CP2468* NAVD 88     -        28.539  (meters)      93.63   (feet)  ADJUSTED  
 CP2468  ___________________________________________________________________
 CP2468  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP2468  DYNAMIC HT  -          28.508 (meters)      93.53  (feet)  COMP
 CP2468  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CP2468
 CP2468  VERT ORDER  -  SECOND    CLASS I
 CP2468
 CP2468.The horizontal coordinates were scaled from a topographic map and have
 CP2468.an estimated accuracy of +/- 6 seconds.
 CP2468
 CP2468.The orthometric height was determined by differential leveling
 CP2468.and adjusted by the National Geodetic Survey in June 1991..
 CP2468
 CP2468.The geoid height was determined by GEOID03.
 CP2468
 CP2468.The dynamic height is computed by dividing the NAVD 88
 CP2468.geopotential number by the normal gravity value computed on the
 CP2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2468.degrees latitude (g = 980.6199 gals.).
 CP2468
 CP2468.The modeled gravity was interpolated from observed gravity values.
 CP2468
 CP2468;                    North         East    Units  Estimated Accuracy
 CP2468;SPC LA N     -   231,260.    1,095,220.      MT  (+/- 180 meters Scaled)
 CP2468
 CP2468                          SUPERSEDED SURVEY CONTROL
 CP2468
 CP2468.No superseded survey control is available for this station.
 CP2468
 CP2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS421059(NAD 83)
 CP2468_MARKER: DB = BENCH MARK DISK
 CP2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2468_SP_SET: CONCRETE POST
 CP2468_STAMPING: 42 V 10 1985
 CP2468_MARK LOGO: LADTD 
 CP2468_PROJECTION: FLUSH
 CP2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2468+STABILITY: SURFACE MOTION
 CP2468
 CP2468  HISTORY     - Date     Condition        Report By
 CP2468  HISTORY     - 1985     MONUMENTED       LADTD
 CP2468
 CP2468                          STATION DESCRIPTION
 CP2468
 CP2468'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2468'15.3 KM (9.5 MI) NORTH FROM DELHI.
 CP2468'ABOUT 15.3 KM (9.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2468'IN DELHI TO THE BENCH MARK ON THE RIGHT AT THE JUNCTION OF STATE
 CP2468'HIGHWAYS 17 AND 877, 16.6 METERS (54.5 FEET) SOUTH OF THE CENTERLINE
 CP2468'OF STATE HIGHWAY 877, 16.2 METERS (53 FEET) EAST OF THE CENTERLINE OF
 CP2468'STATE HIGHWAY 17, 1.2 METERS (4.5 FEET) SOUTHWEST OF A POWER POLE AND
 CP2468'0.8 METERS (2.5 FEET) SOUTHEAST OF A RIGHT-OF-WAY MARKER.
 CP2468'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 CP2468'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2100 ***********************************************************************
 CP2100  DESIGNATION -  42 V 11
 CP2100  PID         -  CP2100
 CP2100  STATE/COUNTY-  LA/RICHLAND
 CP2100  USGS QUAD   -  GILLEYVILLE (1982)
 CP2100
 CP2100                         *CURRENT SURVEY CONTROL
 CP2100  ___________________________________________________________________
 CP2100* NAD 83(1986)-  32 17 56.     (N)    091 54 01.     (W)     SCALED    
 CP2100* NAVD 88     -        21.69   (+/-2cm)      71.2    (feet)  VERTCON   
 CP2100  ___________________________________________________________________
 CP2100  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP2100
 CP2100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2100
 CP2100.The horizontal coordinates were scaled from a topographic map and have
 CP2100.an estimated accuracy of +/- 6 seconds.
 CP2100
 CP2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2100.The vertical order pertains to the NGVD 29 superseded value.
 CP2100
 CP2100.The geoid height was determined by GEOID03.
 CP2100
 CP2100;                    North         East    Units  Estimated Accuracy
 CP2100;SPC LA N     -   199,610.    1,056,480.      MT  (+/- 180 meters Scaled)
 CP2100
 CP2100                          SUPERSEDED SURVEY CONTROL
 CP2100
 CP2100  NGVD 29 (??/??/92)   21.719  (m)           71.26   (f) ADJ UNCH    2 0
 CP2100
 CP2100.Superseded values are not recommended for survey control.
 CP2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2100.See file dsdata.txt to determine how the superseded data were derived.
 CP2100
 CP2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR035740(NAD 83)
 CP2100_MARKER: DB = BENCH MARK DISK
 CP2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2100_STAMPING: 42V11 1970
 CP2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2100+STABILITY: SURFACE MOTION
 CP2100
 CP2100  HISTORY     - Date     Condition        Report By
 CP2100  HISTORY     - 1970     MONUMENTED       LADH
 CP2100
 CP2100                          STATION DESCRIPTION
 CP2100
 CP2100'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2100'7.40 MI W FROM MANGHAM.
 CP2100'ABOUT 7.40 MILES WEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2100'ENTRANCE TO MANGHAM HIGH SCHOOL TO THE MARK.  IT IS 85.0 FEET SOUTH OF
 CP2100'THE CENTERLINE OF LOUISIANA HIGHWAY 132, 64.0 FEET WEST OF THE
 CP2100'CENTERLINE OF LOUISIANA HIGHWAY 576, 81.0 FEET SOUTHEAST OF A
 CP2100'TELEPHONE POLE, 1.0 FOOT NORTHEAST OF A FENCE.  SET IN TOP OF A
 CP2100'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND ON LOUISIANA HIGHWAY
 CP2100'DEPARTMENT OF HIGHWAYS RIGHT OF WAY.  A STEEL WITNESS POST IS SET 1.0
 CP2100'FOOT NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2491 ***********************************************************************
 CP2491  DESIGNATION -  42 V 11
 CP2491  PID         -  CP2491
 CP2491  STATE/COUNTY-  LA/RICHLAND
 CP2491  USGS QUAD   -  WHITNEY ISLAND NORTH (1986)
 CP2491
 CP2491                         *CURRENT SURVEY CONTROL
 CP2491  ___________________________________________________________________
 CP2491* NAD 83(1986)-  32 39 33.     (N)    091 37 41.     (W)     SCALED    
 CP2491* NAVD 88     -        27.205  (meters)      89.26   (feet)  ADJUSTED  
 CP2491  ___________________________________________________________________
 CP2491  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP2491  DYNAMIC HT  -          27.175 (meters)      89.16  (feet)  COMP
 CP2491  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CP2491
 CP2491  VERT ORDER  -  SECOND    CLASS I
 CP2491
 CP2491.The horizontal coordinates were scaled from a topographic map and have
 CP2491.an estimated accuracy of +/- 6 seconds.
 CP2491
 CP2491.The orthometric height was determined by differential leveling
 CP2491.and adjusted by the National Geodetic Survey in June 1991..
 CP2491
 CP2491.The geoid height was determined by GEOID03.
 CP2491
 CP2491.The dynamic height is computed by dividing the NAVD 88
 CP2491.geopotential number by the normal gravity value computed on the
 CP2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2491.degrees latitude (g = 980.6199 gals.).
 CP2491
 CP2491.The modeled gravity was interpolated from observed gravity values.
 CP2491
 CP2491;                    North         East    Units  Estimated Accuracy
 CP2491;SPC LA N     -   239,730.    1,081,800.      MT  (+/- 180 meters Scaled)
 CP2491
 CP2491                          SUPERSEDED SURVEY CONTROL
 CP2491
 CP2491.No superseded survey control is available for this station.
 CP2491
 CP2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS286143(NAD 83)
 CP2491_MARKER: DB = BENCH MARK DISK
 CP2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2491_SP_SET: CONCRETE POST
 CP2491_STAMPING: 42 V 11 1985
 CP2491_MARK LOGO: LADTD 
 CP2491_PROJECTION: FLUSH
 CP2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2491+STABILITY: SURFACE MOTION
 CP2491
 CP2491  HISTORY     - Date     Condition        Report By
 CP2491  HISTORY     - 1985     MONUMENTED       LADTD
 CP2491
 CP2491                          STATION DESCRIPTION
 CP2491
 CP2491'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2491'21.2 KM (13.2 MI) NORTH FROM HOLLY RIDGE.
 CP2491'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2491'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2491'OF STATE HIGHWAYS 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134
 CP2491'FOR 2.7 KM (1.6 MI) TO THE JUNCTION OF STATE HIHGWAYS 134 AND 585,
 CP2491'CONTINUE NORTH ON STATE HIGHWAY 585 FOR 4.2 KM (2.6 MI) TO THE BENCH
 CP2491'MARK ON THE LEFT NEAR A TREE, 11.6 METERS (38 FEET) WEST OF THE
 CP2491'CENTER OF STATE HIGHWAY 585, 6.7 METERS (22 FEET) NORTHWEST OF THE
 CP2491'NORTH END OF A CONCRETE CULVERT UNDER A DRIVEWAY AND 0.61 METERS (2
 CP2491'FEET) EAST-SOUTHEAST OF A RIGHT-OF-WAY MARKER.
 CP2491'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CP2491'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2101 ***********************************************************************
 CP2101  DESIGNATION -  42 V 12
 CP2101  PID         -  CP2101
 CP2101  STATE/COUNTY-  LA/RICHLAND
 CP2101  USGS QUAD   -  GILLEYVILLE (1982)
 CP2101
 CP2101                         *CURRENT SURVEY CONTROL
 CP2101  ___________________________________________________________________
 CP2101* NAD 83(1986)-  32 18 25.     (N)    091 54 46.     (W)     SCALED    
 CP2101* NAVD 88     -        20.46   (+/-2cm)      67.1    (feet)  VERTCON   
 CP2101  ___________________________________________________________________
 CP2101  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP2101
 CP2101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2101
 CP2101.The horizontal coordinates were scaled from a topographic map and have
 CP2101.an estimated accuracy of +/- 6 seconds.
 CP2101
 CP2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2101.The vertical order pertains to the NGVD 29 superseded value.
 CP2101
 CP2101.The geoid height was determined by GEOID03.
 CP2101
 CP2101;                    North         East    Units  Estimated Accuracy
 CP2101;SPC LA N     -   200,500.    1,055,300.      MT  (+/- 180 meters Scaled)
 CP2101
 CP2101                          SUPERSEDED SURVEY CONTROL
 CP2101
 CP2101  NGVD 29 (??/??/92)   20.486  (m)           67.21   (f) ADJ UNCH    2 0
 CP2101
 CP2101.Superseded values are not recommended for survey control.
 CP2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2101.See file dsdata.txt to determine how the superseded data were derived.
 CP2101
 CP2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR023749(NAD 83)
 CP2101_MARKER: DB = BENCH MARK DISK
 CP2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2101_STAMPING: 42V12 1970
 CP2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2101+STABILITY: SURFACE MOTION
 CP2101
 CP2101  HISTORY     - Date     Condition        Report By
 CP2101  HISTORY     - 1970     MONUMENTED       LADH
 CP2101
 CP2101                          STATION DESCRIPTION
 CP2101
 CP2101'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2101'8.40 MI W FROM MANGHAM.
 CP2101'ABOUT 8.40 MILES WEST ALONG LOUISIANA HIGHWAY 132 FROM MAIN ENTRANCE
 CP2101'TO MANGHAM HIGH SCHOOL TO THE MARK.  IT IS 68.0 FEET NORTH OF THE
 CP2101'CENTERLINE OF LOUISIANA HIGHWAY 132, 44.0 FEET NORTHWEST OF A FENCE
 CP2101'CORNER, ABOUT 5 FEET WEST OF A DITCH.  SET IN TOP OF A CONCRETE POST
 CP2101'PROJECTING 1.0 INCH ABOVE GROUND ON PROPERTY BELONGING TO C. M. NOBLE
 CP2101'ESTATE.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2492 ***********************************************************************
 CP2492  DESIGNATION -  42 V 12
 CP2492  PID         -  CP2492
 CP2492  STATE/COUNTY-  LA/RICHLAND
 CP2492  USGS QUAD   -  WHITNEY ISLAND NORTH (1986)
 CP2492
 CP2492                         *CURRENT SURVEY CONTROL
 CP2492  ___________________________________________________________________
 CP2492* NAD 83(1986)-  32 38 40.     (N)    091 37 39.     (W)     SCALED    
 CP2492* NAVD 88     -        26.500  (meters)      86.94   (feet)  ADJUSTED  
 CP2492  ___________________________________________________________________
 CP2492  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2492  DYNAMIC HT  -          26.471 (meters)      86.85  (feet)  COMP
 CP2492  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CP2492
 CP2492  VERT ORDER  -  SECOND    CLASS I
 CP2492
 CP2492.The horizontal coordinates were scaled from a topographic map and have
 CP2492.an estimated accuracy of +/- 6 seconds.
 CP2492
 CP2492.The orthometric height was determined by differential leveling
 CP2492.and adjusted by the National Geodetic Survey in June 1991..
 CP2492
 CP2492.The geoid height was determined by GEOID03.
 CP2492
 CP2492.The dynamic height is computed by dividing the NAVD 88
 CP2492.geopotential number by the normal gravity value computed on the
 CP2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2492.degrees latitude (g = 980.6199 gals.).
 CP2492
 CP2492.The modeled gravity was interpolated from observed gravity values.
 CP2492
 CP2492;                    North         East    Units  Estimated Accuracy
 CP2492;SPC LA N     -   238,100.    1,081,860.      MT  (+/- 180 meters Scaled)
 CP2492
 CP2492                          SUPERSEDED SURVEY CONTROL
 CP2492
 CP2492.No superseded survey control is available for this station.
 CP2492
 CP2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS287127(NAD 83)
 CP2492_MARKER: DB = BENCH MARK DISK
 CP2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2492_SP_SET: CONCRETE POST
 CP2492_STAMPING: 42 V 12 1985
 CP2492_MARK LOGO: LADTD 
 CP2492_PROJECTION: FLUSH
 CP2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2492+STABILITY: SURFACE MOTION
 CP2492
 CP2492  HISTORY     - Date     Condition        Report By
 CP2492  HISTORY     - 1985     MONUMENTED       LADTD
 CP2492
 CP2492                          STATION DESCRIPTION
 CP2492
 CP2492'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2492'20 KM (12.4 MI) NORTH FROM HOLLY RIDGE.
 CP2492'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2492'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2492'OF STATE HIGHWAYS 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134
 CP2492'FOR 2.7 KM (1.6 MI) TO THE JUNCTION OF STATE HIGHWAYS 134 AND 585,
 CP2492'CONTINUE NORTH ON STATE HIGHWAY 585 FOR 2.9 KM (1.8 MI) TO THE BENCH
 CP2492'MARK ON THE LEFT IN THE YARD OF MR NORMAN SILK, 13.6 METERS (44.5
 CP2492'FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY 585, 5.8 METERS (19
 CP2492'FEET) EAST-NORTHEAST OF A POWER POLE AND 4.3 METERS (14 FEET) SOUTH
 CP2492'OF THE CENTER OF A DRIVE.
 CP2492'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CP2492'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2102 ***********************************************************************
 CP2102  DESIGNATION -  42 V 13
 CP2102  PID         -  CP2102
 CP2102  STATE/COUNTY-  LA/RICHLAND
 CP2102  USGS QUAD   -  GILLEYVILLE (1982)
 CP2102
 CP2102                         *CURRENT SURVEY CONTROL
 CP2102  ___________________________________________________________________
 CP2102* NAD 83(1986)-  32 18 18.     (N)    091 55 51.     (W)     SCALED    
 CP2102* NAVD 88     -        21.76   (+/-2cm)      71.4    (feet)  VERTCON   
 CP2102  ___________________________________________________________________
 CP2102  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2102
 CP2102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2102
 CP2102.The horizontal coordinates were scaled from a topographic map and have
 CP2102.an estimated accuracy of +/- 6 seconds.
 CP2102
 CP2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2102.The vertical order pertains to the NGVD 29 superseded value.
 CP2102
 CP2102.The geoid height was determined by GEOID03.
 CP2102
 CP2102;                    North         East    Units  Estimated Accuracy
 CP2102;SPC LA N     -   200,270.    1,053,600.      MT  (+/- 180 meters Scaled)
 CP2102
 CP2102                          SUPERSEDED SURVEY CONTROL
 CP2102
 CP2102  NGVD 29 (??/??/92)   21.788  (m)           71.48   (f) ADJ UNCH    2 0
 CP2102
 CP2102.Superseded values are not recommended for survey control.
 CP2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2102.See file dsdata.txt to determine how the superseded data were derived.
 CP2102
 CP2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR006747(NAD 83)
 CP2102_MARKER: DB = BENCH MARK DISK
 CP2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2102_STAMPING: 42V13 1970
 CP2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2102+STABILITY: SURFACE MOTION
 CP2102
 CP2102  HISTORY     - Date     Condition        Report By
 CP2102  HISTORY     - 1970     MONUMENTED       LADH
 CP2102
 CP2102                          STATION DESCRIPTION
 CP2102
 CP2102'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2102'9.50 MI SW FROM MANGHAM.
 CP2102'ABOUT 9.50 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2102'ENTRANCE TO MANGHAM HIGH SCHOOL TO THE MARK.  IT IS 82.0 FEET
 CP2102'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 132, 49.0 FEET
 CP2102'SOUTHEAST OF A TELEPHONE POLE, 6.0 FEET SOUTH OF A 24 INCH PECAN TREE,
 CP2102'2.0 FEET WEST OF A PROPERTY LINE FENCE.  SET IN TOP OF A CONCRETE POST
 CP2102'PROJECTING 4 INCHES ABOVE GROUND, ON PROPERTY BELONGING TO BRUCE
 CP2102'BUSBY.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2493 ***********************************************************************
 CP2493  DESIGNATION -  42 V 13
 CP2493  PID         -  CP2493
 CP2493  STATE/COUNTY-  LA/RICHLAND
 CP2493  USGS QUAD   -  WHITNEY ISLAND NORTH (1986)
 CP2493
 CP2493                         *CURRENT SURVEY CONTROL
 CP2493  ___________________________________________________________________
 CP2493* NAD 83(1986)-  32 37 38.     (N)    091 37 39.     (W)     SCALED    
 CP2493* NAVD 88     -        26.606  (meters)      87.29   (feet)  ADJUSTED  
 CP2493  ___________________________________________________________________
 CP2493  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2493  DYNAMIC HT  -          26.577 (meters)      87.19  (feet)  COMP
 CP2493  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 CP2493
 CP2493  VERT ORDER  -  SECOND    CLASS I
 CP2493
 CP2493.The horizontal coordinates were scaled from a topographic map and have
 CP2493.an estimated accuracy of +/- 6 seconds.
 CP2493
 CP2493.The orthometric height was determined by differential leveling
 CP2493.and adjusted by the National Geodetic Survey in June 1991..
 CP2493
 CP2493.The geoid height was determined by GEOID03.
 CP2493
 CP2493.The dynamic height is computed by dividing the NAVD 88
 CP2493.geopotential number by the normal gravity value computed on the
 CP2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2493.degrees latitude (g = 980.6199 gals.).
 CP2493
 CP2493.The modeled gravity was interpolated from observed gravity values.
 CP2493
 CP2493;                    North         East    Units  Estimated Accuracy
 CP2493;SPC LA N     -   236,190.    1,081,880.      MT  (+/- 180 meters Scaled)
 CP2493
 CP2493                          SUPERSEDED SURVEY CONTROL
 CP2493
 CP2493.No superseded survey control is available for this station.
 CP2493
 CP2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS287107(NAD 83)
 CP2493_MARKER: DB = BENCH MARK DISK
 CP2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2493_SP_SET: CONCRETE POST
 CP2493_STAMPING: 42 V 13 1985
 CP2493_MARK LOGO: LADTD 
 CP2493_PROJECTION: RECESSED 5 CENTIMETERS
 CP2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2493+STABILITY: SURFACE MOTION
 CP2493
 CP2493  HISTORY     - Date     Condition        Report By
 CP2493  HISTORY     - 1985     MONUMENTED       LADTD
 CP2493
 CP2493                          STATION DESCRIPTION
 CP2493
 CP2493'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2493'18.2 KM (11.3 MI) NORTH FROM HOLLY RIDGE.
 CP2493'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2493'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2493'OF STATE HIGHWAY 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134 FOR
 CP2493'2.7 KM (1.6 MI) TO THE JUNCTION OF STATE HIGHWAYS 134 AND 585,
 CP2493'CONTINUE NORTH ON STATE HIGHWAY 585 FOR 1.1 KM (0.7 MI) TO THE BENCH
 CP2493'MARK ON THE LEFT SET IN THE YARD OF ALBERTA HENDERICKS, 12.5 METERS
 CP2493'(41 FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY 585, 5.8 METERS (19
 CP2493'FEET) NORTH OF THE CENTER OF A DRIVEWAY AND 3.5 METERS (11.5 FEET)
 CP2493'WEST-NORTHWEST FROM THE NORTH END OF A CONCRETE CULVERT UNDER THE
 CP2493'DRIVEWAY.
 CP2493'THE MARK IS 1.22 METERS  N FROM  OF A POWER POLE
 CP2493'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2103 ***********************************************************************
 CP2103  DESIGNATION -  42 V 14
 CP2103  PID         -  CP2103
 CP2103  STATE/COUNTY-  LA/RICHLAND
 CP2103  USGS QUAD   -  GILLEYVILLE (1982)
 CP2103
 CP2103                         *CURRENT SURVEY CONTROL
 CP2103  ___________________________________________________________________
 CP2103* NAD 83(1986)-  32 18 12.     (N)    091 56 44.     (W)     SCALED    
 CP2103* NAVD 88     -        21.02   (+/-2cm)      69.0    (feet)  VERTCON   
 CP2103  ___________________________________________________________________
 CP2103  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2103
 CP2103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2103
 CP2103.The horizontal coordinates were scaled from a topographic map and have
 CP2103.an estimated accuracy of +/- 6 seconds.
 CP2103
 CP2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2103.The vertical order pertains to the NGVD 29 superseded value.
 CP2103
 CP2103.The geoid height was determined by GEOID03.
 CP2103
 CP2103;                    North         East    Units  Estimated Accuracy
 CP2103;SPC LA N     -   200,080.    1,052,210.      MT  (+/- 180 meters Scaled)
 CP2103
 CP2103                          SUPERSEDED SURVEY CONTROL
 CP2103
 CP2103  NGVD 29 (??/??/92)   21.047  (m)           69.05   (f) ADJ UNCH    2 0
 CP2103
 CP2103.Superseded values are not recommended for survey control.
 CP2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2103.See file dsdata.txt to determine how the superseded data were derived.
 CP2103
 CP2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR992745(NAD 83)
 CP2103_MARKER: DB = BENCH MARK DISK
 CP2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2103_STAMPING: 42V 14 1970
 CP2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2103+STABILITY: SURFACE MOTION
 CP2103
 CP2103  HISTORY     - Date     Condition        Report By
 CP2103  HISTORY     - 1970     MONUMENTED       LADH
 CP2103
 CP2103                          STATION DESCRIPTION
 CP2103
 CP2103'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2103'10.6 MI SW FROM MANGHAM.
 CP2103'ABOUT 10.15 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2103'ENTRANCE TO MANGHAM SCHOOL TO A BRIDGE SPANNING BOEUF RIVER.  THENCE
 CP2103'CONTINUING WEST ALONG LOUISIANA HIGHWAY 132, 0.45 MILES TO THE MARK.
 CP2103'IT IS 96.0 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 132,
 CP2103'75.0 FEET SOUTHEAST OF A GRAVEL DRIVE, 68.0 FEET NORTHWEST OF A POWER
 CP2103'PROJECTING 5 INCHES ABOVE GROUND ON PROPERTY BELONGING TO W. H.
 CP2103'BAUDIN.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2494 ***********************************************************************
 CP2494  DESIGNATION -  42 V 14
 CP2494  PID         -  CP2494
 CP2494  STATE/COUNTY-  LA/RICHLAND
 CP2494  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2494
 CP2494                         *CURRENT SURVEY CONTROL
 CP2494  ___________________________________________________________________
 CP2494* NAD 83(1986)-  32 36 45.     (N)    091 37 36.     (W)     SCALED    
 CP2494* NAVD 88     -        26.505  (meters)      86.96   (feet)  ADJUSTED  
 CP2494  ___________________________________________________________________
 CP2494  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP2494  DYNAMIC HT  -          26.476 (meters)      86.86  (feet)  COMP
 CP2494  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 CP2494
 CP2494  VERT ORDER  -  SECOND    CLASS I
 CP2494
 CP2494.The horizontal coordinates were scaled from a topographic map and have
 CP2494.an estimated accuracy of +/- 6 seconds.
 CP2494
 CP2494.The orthometric height was determined by differential leveling
 CP2494.and adjusted by the National Geodetic Survey in June 1991..
 CP2494
 CP2494.The geoid height was determined by GEOID03.
 CP2494
 CP2494.The dynamic height is computed by dividing the NAVD 88
 CP2494.geopotential number by the normal gravity value computed on the
 CP2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2494.degrees latitude (g = 980.6199 gals.).
 CP2494
 CP2494.The modeled gravity was interpolated from observed gravity values.
 CP2494
 CP2494;                    North         East    Units  Estimated Accuracy
 CP2494;SPC LA N     -   234,560.    1,081,970.      MT  (+/- 180 meters Scaled)
 CP2494
 CP2494                          SUPERSEDED SURVEY CONTROL
 CP2494
 CP2494.No superseded survey control is available for this station.
 CP2494
 CP2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS288091(NAD 83)
 CP2494_MARKER: DB = BENCH MARK DISK
 CP2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2494_SP_SET: CONCRETE POST
 CP2494_STAMPING: 42 V 14 1985
 CP2494_MARK LOGO: LADTD 
 CP2494_PROJECTION: RECESSED 3 CENTIMETERS
 CP2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2494+STABILITY: SURFACE MOTION
 CP2494
 CP2494  HISTORY     - Date     Condition        Report By
 CP2494  HISTORY     - 1985     MONUMENTED       LADTD
 CP2494
 CP2494                          STATION DESCRIPTION
 CP2494
 CP2494'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2494'16.4 KM (10.2 MI) NORTH FROM HOLLY RIDGE.
 CP2494'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2494'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2494'OF STATE HIGHWAYS 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134
 CP2494'FOR 1.9 KM (1.2 MI) TO THE BENCH MARK ON THE RIGHT SET NEAR A WHITE
 CP2494'PVC PIPE FENCE, 13.7 METERS (45 FEET) EAST OF THE CENTERLINE OF STATE
 CP2494'HIGHWAY 134, 11.4 METERS (37.5 FEET) SOUTH OF THE CENTER OF A
 CP2494'CONCRETE DRIVEWAY LEADING TO A HOUSE, 1.8 METERS (6 FEET) SOUTH OF A
 CP2494'POWER POLE WITH A TRANSFORMER AND 0.61 METERS (2 FEET) WEST OF A
 CP2494'WHITE PVC PIPE FENCE.
 CP2494'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CP2494'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2104 ***********************************************************************
 CP2104  DESIGNATION -  42 V 15
 CP2104  PID         -  CP2104
 CP2104  STATE/COUNTY-  LA/RICHLAND
 CP2104  USGS QUAD   -  GILLEYVILLE (1982)
 CP2104
 CP2104                         *CURRENT SURVEY CONTROL
 CP2104  ___________________________________________________________________
 CP2104* NAD 83(1986)-  32 19 12.     (N)    091 56 49.     (W)     SCALED    
 CP2104* NAVD 88     -        20.64   (+/-2cm)      67.7    (feet)  VERTCON   
 CP2104  ___________________________________________________________________
 CP2104  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2104
 CP2104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2104
 CP2104.The horizontal coordinates were scaled from a topographic map and have
 CP2104.an estimated accuracy of +/- 6 seconds.
 CP2104
 CP2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2104.The vertical order pertains to the NGVD 29 superseded value.
 CP2104
 CP2104.The geoid height was determined by GEOID03.
 CP2104
 CP2104;                    North         East    Units  Estimated Accuracy
 CP2104;SPC LA N     -   201,930.    1,052,070.      MT  (+/- 180 meters Scaled)
 CP2104
 CP2104                          SUPERSEDED SURVEY CONTROL
 CP2104
 CP2104  NGVD 29 (??/??/92)   20.672  (m)           67.82   (f) ADJ UNCH    2 0
 CP2104
 CP2104.Superseded values are not recommended for survey control.
 CP2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2104.See file dsdata.txt to determine how the superseded data were derived.
 CP2104
 CP2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR991763(NAD 83)
 CP2104_MARKER: DB = BENCH MARK DISK
 CP2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2104_STAMPING: 42V15 1970
 CP2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2104+STABILITY: SURFACE MOTION
 CP2104
 CP2104  HISTORY     - Date     Condition        Report By
 CP2104  HISTORY     - 1970     MONUMENTED       LADH
 CP2104
 CP2104                          STATION DESCRIPTION
 CP2104
 CP2104'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2104'10.75 MI SW FROM MANGHAM.
 CP2104'ABOUT 10.15 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2104'ENTRANCE TO MANGHAM HIGH SCHOOL, TO A BRIDGE SPANNING BOEUF RIVER.
 CP2104'THENCE CONTINUING WEST ALONG LOUISIANA HIGHWAY 132, 1.60 MILES TO THE
 CP2104'MARK.  IT IS 105.0 FEET SOUTHWEST OF LOUISIANA HIGHWAY 132, 78.0 FEET
 CP2104'WEST OF THE SOUTH END OF A METAL CULVERT, 2.5 FEET NORTHEAST OF A 6
 CP2104'INCH GUM TREE, 31.0 FEET NORTH OF A DRAINAGE DITCH.  SET IN TOP OF A
 CP2104'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP2104'IS SET 1.5 FEET NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2495 ***********************************************************************
 CP2495  DESIGNATION -  42 V 15
 CP2495  PID         -  CP2495
 CP2495  STATE/COUNTY-  LA/RICHLAND
 CP2495  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2495
 CP2495                         *CURRENT SURVEY CONTROL
 CP2495  ___________________________________________________________________
 CP2495* NAD 83(1986)-  32 35 54.     (N)    091 37 43.     (W)     SCALED    
 CP2495* NAVD 88     -        26.338  (meters)      86.41   (feet)  ADJUSTED  
 CP2495  ___________________________________________________________________
 CP2495  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP2495  DYNAMIC HT  -          26.309 (meters)      86.32  (feet)  COMP
 CP2495  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 CP2495
 CP2495  VERT ORDER  -  SECOND    CLASS I
 CP2495
 CP2495.The horizontal coordinates were scaled from a topographic map and have
 CP2495.an estimated accuracy of +/- 6 seconds.
 CP2495
 CP2495.The orthometric height was determined by differential leveling
 CP2495.and adjusted by the National Geodetic Survey in June 1991..
 CP2495
 CP2495.The geoid height was determined by GEOID03.
 CP2495
 CP2495.The dynamic height is computed by dividing the NAVD 88
 CP2495.geopotential number by the normal gravity value computed on the
 CP2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2495.degrees latitude (g = 980.6199 gals.).
 CP2495
 CP2495.The modeled gravity was interpolated from observed gravity values.
 CP2495
 CP2495;                    North         East    Units  Estimated Accuracy
 CP2495;SPC LA N     -   232,990.    1,081,800.      MT  (+/- 180 meters Scaled)
 CP2495
 CP2495                          SUPERSEDED SURVEY CONTROL
 CP2495
 CP2495.No superseded survey control is available for this station.
 CP2495
 CP2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS286075(NAD 83)
 CP2495_MARKER: DB = BENCH MARK DISK
 CP2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2495_SP_SET: CONCRETE POST
 CP2495_STAMPING: 42 V 15 1985
 CP2495_MARK LOGO: LADTD 
 CP2495_PROJECTION: RECESSED 3 CENTIMETERS
 CP2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2495+STABILITY: SURFACE MOTION
 CP2495
 CP2495  HISTORY     - Date     Condition        Report By
 CP2495  HISTORY     - 1985     MONUMENTED       LADTD
 CP2495
 CP2495                          STATION DESCRIPTION
 CP2495
 CP2495'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2495'14.9 KM (9.3 MI) NORTH FROM HOLLY RIDGE.
 CP2495'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2495'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2495'OF STATE HIGHWAYS 183 AND 134, CONTUNUE NORTH ON STATE HIGHWAY 134
 CP2495'FOR 0.5 KM ( 0.3 MI) TO THE BENCH MARK ON THE LEFT NEAR A CHURCH
 CP2495'SIGN, 25.6 METERS (84 FEET) NORTH OF THE CENTER OF THE SOUTH DRIVE
 CP2495'LEADING TO THE CHURCH, 22.6 METERS (74 FEET) SOUTH OF THE CENTER OF
 CP2495'THE NORTH DRIVEWAY LEADING TO THE CHURCH, 16.5 METERS (54 FEET) WEST
 CP2495'OF THE CENTERLINE OF STATE HIGHWAY 134 AND 0.61 METERS (2 FEET) WEST
 CP2495'OF THE WEST NEW HOME BAPTIST CHURCH.
 CP2495'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP2495'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2105 ***********************************************************************
 CP2105  DESIGNATION -  42 V 16
 CP2105  PID         -  CP2105
 CP2105  STATE/COUNTY-  LA/RICHLAND
 CP2105  USGS QUAD   -  GILLEYVILLE (1982)
 CP2105
 CP2105                         *CURRENT SURVEY CONTROL
 CP2105  ___________________________________________________________________
 CP2105* NAD 83(1986)-  32 19 21.     (N)    091 57 19.     (W)     SCALED    
 CP2105* NAVD 88     -        21.46   (+/-2cm)      70.4    (feet)  VERTCON   
 CP2105  ___________________________________________________________________
 CP2105  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2105
 CP2105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2105
 CP2105.The horizontal coordinates were scaled from a topographic map and have
 CP2105.an estimated accuracy of +/- 6 seconds.
 CP2105
 CP2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2105.The vertical order pertains to the NGVD 29 superseded value.
 CP2105
 CP2105.The geoid height was determined by GEOID03.
 CP2105
 CP2105;                    North         East    Units  Estimated Accuracy
 CP2105;SPC LA N     -   202,200.    1,051,290.      MT  (+/- 180 meters Scaled)
 CP2105
 CP2105                          SUPERSEDED SURVEY CONTROL
 CP2105
 CP2105  NGVD 29 (??/??/92)   21.492  (m)           70.51   (f) ADJ UNCH    2 0
 CP2105
 CP2105.Superseded values are not recommended for survey control.
 CP2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2105.See file dsdata.txt to determine how the superseded data were derived.
 CP2105
 CP2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR983766(NAD 83)
 CP2105_MARKER: DB = BENCH MARK DISK
 CP2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2105_STAMPING: 42V16 1970
 CP2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2105+STABILITY: SURFACE MOTION
 CP2105
 CP2105  HISTORY     - Date     Condition        Report By
 CP2105  HISTORY     - 1970     MONUMENTED       LADH
 CP2105
 CP2105                          STATION DESCRIPTION
 CP2105
 CP2105'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2105'12.25 MI SE FROM MANGHAM.
 CP2105'ABOUT 10.15 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2105'ENTRANCE TO MANGHAM HIGH SCHOOL TO A BRIDGE SPANNING BOEUF RIVER.
 CP2105'THENCE CONTINUING WEST ALONG LOUISIANA HIGHWAY 132, 2.10 MILES TO THE
 CP2105'INTERSECTION OF LOUISIANA HIGHWAY 133.  THENCE SOUTH ALONG LOUISIANA
 CP2105'HIGHWAY 133, 0.50 MILE TO THE MARK.  IT IS 172.0 FEET NORTHWEST OF THE
 CP2105'CENTERLINE OF LOUISIANA HIGHWAY 133, 128 FEET NORTHWEST OF A POWER
 CP2105'POLE, 32.0 FEET SOUTHEAST OF A 30 INCH PECAN TREE, 1.0 FOOT NORTH OF A
 CP2105'BARBWIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CP2105'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTHEAST OF THE
 CP2105'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2496 ***********************************************************************
 CP2496  DESIGNATION -  42 V 16
 CP2496  PID         -  CP2496
 CP2496  STATE/COUNTY-  LA/RICHLAND
 CP2496  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2496
 CP2496                         *CURRENT SURVEY CONTROL
 CP2496  ___________________________________________________________________
 CP2496* NAD 83(1986)-  32 35 07.     (N)    091 37 36.     (W)     SCALED    
 CP2496* NAVD 88     -        26.874  (meters)      88.17   (feet)  ADJUSTED  
 CP2496  ___________________________________________________________________
 CP2496  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP2496  DYNAMIC HT  -          26.844 (meters)      88.07  (feet)  COMP
 CP2496  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CP2496
 CP2496  VERT ORDER  -  SECOND    CLASS I
 CP2496
 CP2496.The horizontal coordinates were scaled from a topographic map and have
 CP2496.an estimated accuracy of +/- 6 seconds.
 CP2496
 CP2496.The orthometric height was determined by differential leveling
 CP2496.and adjusted by the National Geodetic Survey in June 1991..
 CP2496
 CP2496.The geoid height was determined by GEOID03.
 CP2496
 CP2496.The dynamic height is computed by dividing the NAVD 88
 CP2496.geopotential number by the normal gravity value computed on the
 CP2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2496.degrees latitude (g = 980.6199 gals.).
 CP2496
 CP2496.The modeled gravity was interpolated from observed gravity values.
 CP2496
 CP2496;                    North         East    Units  Estimated Accuracy
 CP2496;SPC LA N     -   231,540.    1,081,990.      MT  (+/- 180 meters Scaled)
 CP2496
 CP2496                          SUPERSEDED SURVEY CONTROL
 CP2496
 CP2496.No superseded survey control is available for this station.
 CP2496
 CP2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS288061(NAD 83)
 CP2496_MARKER: DB = BENCH MARK DISK
 CP2496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP2496_SP_SET: CONCRETE HEADWALL
 CP2496_STAMPING: 42 V 16 1985
 CP2496_MARK LOGO: LADTD 
 CP2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2496+STABILITY: SURFACE MOTION
 CP2496
 CP2496  HISTORY     - Date     Condition        Report By
 CP2496  HISTORY     - 1985     MONUMENTED       LADTD
 CP2496
 CP2496                          STATION DESCRIPTION
 CP2496
 CP2496'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2496'13.3 KM (8.25 MI) NORTH FROM HOLLY RIDGE.
 CP2496'ABOUT 13.3 KM (8.25 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION
 CP2496'OF STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE BENCH
 CP2496'MARK ON THE RIGHT SET IN A CONCRETE HEADWALL, 5.3 METERS (17.5 FEET)
 CP2496'EAST OF THE CENTERLINE OF STATE HIGHWAY 183, 1.2 METERS (4 FEET)
 CP2496'SOUTH OF THE NORTH END OF THE HEADWALL AND 1.5 METERS (5 FEET) NORTH
 CP2496'OF THE SOUTH END OF THE HEADWALL WHICH IS FLUSH WITH THE GROUND.
 CP2496'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 CP2496'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2106 ***********************************************************************
 CP2106  DESIGNATION -  42 V 17
 CP2106  PID         -  CP2106
 CP2106  STATE/COUNTY-  LA/RICHLAND
 CP2106  USGS QUAD   -  GILLEYVILLE (1982)
 CP2106
 CP2106                         *CURRENT SURVEY CONTROL
 CP2106  ___________________________________________________________________
 CP2106* NAD 83(1986)-  32 18 39.     (N)    091 58 01.     (W)     SCALED    
 CP2106* NAVD 88     -        21.05   (+/-2cm)      69.1    (feet)  VERTCON   
 CP2106  ___________________________________________________________________
 CP2106  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP2106
 CP2106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2106
 CP2106.The horizontal coordinates were scaled from a topographic map and have
 CP2106.an estimated accuracy of +/- 6 seconds.
 CP2106
 CP2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2106.The vertical order pertains to the NGVD 29 superseded value.
 CP2106
 CP2106.The geoid height was determined by GEOID03.
 CP2106
 CP2106;                    North         East    Units  Estimated Accuracy
 CP2106;SPC LA N     -   200,900.    1,050,200.      MT  (+/- 180 meters Scaled)
 CP2106
 CP2106                          SUPERSEDED SURVEY CONTROL
 CP2106
 CP2106  NGVD 29 (??/??/92)   21.084  (m)           69.17   (f) ADJ UNCH    2 0
 CP2106
 CP2106.Superseded values are not recommended for survey control.
 CP2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2106.See file dsdata.txt to determine how the superseded data were derived.
 CP2106
 CP2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR972753(NAD 83)
 CP2106_MARKER: DB = BENCH MARK DISK
 CP2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2106_STAMPING: 42V17 1970
 CP2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2106+STABILITY: SURFACE MOTION
 CP2106
 CP2106  HISTORY     - Date     Condition        Report By
 CP2106  HISTORY     - 1970     MONUMENTED       LADH
 CP2106
 CP2106                          STATION DESCRIPTION
 CP2106
 CP2106'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2106'13.85 MI SW FROM MANGHAM.
 CP2106'ABOUT 10.15 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2106'ENTRANCE TO MANGHAM HIGH SCHOOL TO A BRIDGE SPANNING BOEUF RIVER.
 CP2106'THENCE CONTINUING WEST ALONG LOUISIANA HIGHWAY 132, 2.10 MILES TO THE
 CP2106'INTERSECTION OF LOUISIANA HIGHWAY 133.  THENCE SOUTH ALONG LOUISIANA
 CP2106'HIGHWAY 133, 1.60 MILES TO THE MARK.  IT IS 78.0 FEET NORTHWEST OF THE
 CP2106'CENTERLINE OF LOUISIANA HIGHWAY 133, 37.0 FEET NORTHWEST OF A FENCE
 CP2106'CORNER, 29.0 FEET SOUTH OF A 24 INCH PECAN TREE, 12.0 FEET NORTHWEST
 CP2106'OF A 30 INCH PIN OAK TREE, 4.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 CP2106'CATTLE GUARD.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 CP2106'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2501 ***********************************************************************
 CP2501  DESIGNATION -  42 V 17
 CP2501  PID         -  CP2501
 CP2501  STATE/COUNTY-  LA/RICHLAND
 CP2501  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2501
 CP2501                         *CURRENT SURVEY CONTROL
 CP2501  ___________________________________________________________________
 CP2501* NAD 83(1986)-  32 33 02.     (N)    091 37 41.     (W)     SCALED    
 CP2501* NAVD 88     -        26.152  (meters)      85.80   (feet)  ADJUSTED  
 CP2501  ___________________________________________________________________
 CP2501  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP2501  DYNAMIC HT  -          26.123 (meters)      85.71  (feet)  COMP
 CP2501  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CP2501
 CP2501  VERT ORDER  -  SECOND    CLASS I
 CP2501
 CP2501.The horizontal coordinates were scaled from a topographic map and have
 CP2501.an estimated accuracy of +/- 6 seconds.
 CP2501
 CP2501.The orthometric height was determined by differential leveling
 CP2501.and adjusted by the National Geodetic Survey in June 1991..
 CP2501
 CP2501.The geoid height was determined by GEOID03.
 CP2501
 CP2501.The dynamic height is computed by dividing the NAVD 88
 CP2501.geopotential number by the normal gravity value computed on the
 CP2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2501.degrees latitude (g = 980.6199 gals.).
 CP2501
 CP2501.The modeled gravity was interpolated from observed gravity values.
 CP2501
 CP2501;                    North         East    Units  Estimated Accuracy
 CP2501;SPC LA N     -   227,690.    1,081,890.      MT  (+/- 180 meters Scaled)
 CP2501
 CP2501                          SUPERSEDED SURVEY CONTROL
 CP2501
 CP2501.No superseded survey control is available for this station.
 CP2501
 CP2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS288022(NAD 83)
 CP2501_MARKER: DB = BENCH MARK DISK
 CP2501_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP2501_SP_SET: CONCRETE HEADWALL
 CP2501_STAMPING: 42 V 17 1985
 CP2501_MARK LOGO: LADTD 
 CP2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2501+STABILITY: SURFACE MOTION
 CP2501
 CP2501  HISTORY     - Date     Condition        Report By
 CP2501  HISTORY     - 1985     MONUMENTED       LADTD
 CP2501
 CP2501                          STATION DESCRIPTION
 CP2501
 CP2501'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2501'9.67 KM (6 MI) NORTH FROM HOLLY RIDGE.
 CP2501'ABOUT 9.67 KM (6 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2501'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE BENCH
 CP2501'MARK ON THE LEFT SET IN A HEADWALL JUST SOUTH OF THE JUNCTION OF
 CP2501'STATE HIGHWAY 183 AND PARISH ROAD NUMBER 16, 40.2 METERS (132 FEET)
 CP2501'SOUTH OF THE CENTERLINE OF PARISH ROAD 16, 5.9 METERS (19.5 FEET)
 CP2501'WEST OF THE CENTERLINE OF STATE HIGHWAY 183 AND 1.5 METERS (5 FEET)
 CP2501'SOUTH OF THE NORTH END OF THE HEADWALL WHICH IS FLUSH WITH THE
 CP2501'GROUND.
 CP2501'THE MARK IS 4.88 METERS  N FROM A WITNESS POST.
 CP2501'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2107 ***********************************************************************
 CP2107  DESIGNATION -  42 V 18
 CP2107  PID         -  CP2107
 CP2107  STATE/COUNTY-  LA/RICHLAND
 CP2107  USGS QUAD   -  GILLEYVILLE (1982)
 CP2107
 CP2107                         *CURRENT SURVEY CONTROL
 CP2107  ___________________________________________________________________
 CP2107* NAD 83(1986)-  32 18 05.     (N)    091 58 43.     (W)     SCALED    
 CP2107* NAVD 88     -        20.93   (+/-2cm)      68.7    (feet)  VERTCON   
 CP2107  ___________________________________________________________________
 CP2107  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CP2107
 CP2107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2107
 CP2107.The horizontal coordinates were scaled from a topographic map and have
 CP2107.an estimated accuracy of +/- 6 seconds.
 CP2107
 CP2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2107.The vertical order pertains to the NGVD 29 superseded value.
 CP2107
 CP2107.The geoid height was determined by GEOID03.
 CP2107
 CP2107;                    North         East    Units  Estimated Accuracy
 CP2107;SPC LA N     -   199,850.    1,049,100.      MT  (+/- 180 meters Scaled)
 CP2107
 CP2107                          SUPERSEDED SURVEY CONTROL
 CP2107
 CP2107  NGVD 29 (??/??/92)   20.956  (m)           68.75   (f) ADJ UNCH    2 0
 CP2107
 CP2107.Superseded values are not recommended for survey control.
 CP2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2107.See file dsdata.txt to determine how the superseded data were derived.
 CP2107
 CP2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR961743(NAD 83)
 CP2107_MARKER: DB = BENCH MARK DISK
 CP2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2107_STAMPING: 42V18 1970
 CP2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2107+STABILITY: SURFACE MOTION
 CP2107
 CP2107  HISTORY     - Date     Condition        Report By
 CP2107  HISTORY     - 1970     MONUMENTED       LADH
 CP2107
 CP2107                          STATION DESCRIPTION
 CP2107
 CP2107'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2107'14.80 MI SW FROM MANGHAM.
 CP2107'ABOUT 10.15 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2107'ENTRANCE TO MANGHAM HIGH SCHOOL TO A BRIDGE SPANNING BOEUF RIVER.
 CP2107'THENCE CONTINUING WEST ALONG LOUISIANA HIGHWAY 132, 2.10 MILES TO THE
 CP2107'INTERSECTION OF LOUISIANA HIGHWAY 133.  THENCE SOUTH ALONG LOUISIANA
 CP2107'HIGHWAY 133, 2.55 MILES TO THE MARK.  IT IS 163 FEET EAST OF LOUISIANA
 CP2107'HIGHWAY 133, 123.0 FEET EAST OF A LARGE GATE POST ON HIGHWAY RIGHT OF
 CP2107'WAY, 18.0 FEET NORTH OF A FIELD ROAD NEAR A BARBWIRE FENCE. SET IN TOP
 CP2107'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A STEEL WITNESS
 CP2107'POST IS SET ONE FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2502 ***********************************************************************
 CP2502  DESIGNATION -  42 V 18
 CP2502  PID         -  CP2502
 CP2502  STATE/COUNTY-  LA/RICHLAND
 CP2502  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2502
 CP2502                         *CURRENT SURVEY CONTROL
 CP2502  ___________________________________________________________________
 CP2502* NAD 83(1986)-  32 32 20.     (N)    091 37 36.     (W)     SCALED    
 CP2502* NAVD 88     -        25.799  (meters)      84.64   (feet)  ADJUSTED  
 CP2502  ___________________________________________________________________
 CP2502  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2502  DYNAMIC HT  -          25.770 (meters)      84.55  (feet)  COMP
 CP2502  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CP2502
 CP2502  VERT ORDER  -  SECOND    CLASS I
 CP2502
 CP2502.The horizontal coordinates were scaled from a topographic map and have
 CP2502.an estimated accuracy of +/- 6 seconds.
 CP2502
 CP2502.The orthometric height was determined by differential leveling
 CP2502.and adjusted by the National Geodetic Survey in June 1991..
 CP2502
 CP2502.The geoid height was determined by GEOID03.
 CP2502
 CP2502.The dynamic height is computed by dividing the NAVD 88
 CP2502.geopotential number by the normal gravity value computed on the
 CP2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2502.degrees latitude (g = 980.6199 gals.).
 CP2502
 CP2502.The modeled gravity was interpolated from observed gravity values.
 CP2502
 CP2502;                    North         East    Units  Estimated Accuracy
 CP2502;SPC LA N     -   226,400.    1,082,040.      MT  (+/- 180 meters Scaled)
 CP2502
 CP2502                          SUPERSEDED SURVEY CONTROL
 CP2502
 CP2502.No superseded survey control is available for this station.
 CP2502
 CP2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS289010(NAD 83)
 CP2502_MARKER: DB = BENCH MARK DISK
 CP2502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP2502_SP_SET: CONCRETE HEADWALL
 CP2502_STAMPING: 42 V 18 1985
 CP2502_MARK LOGO: LADTD 
 CP2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2502+STABILITY: SURFACE MOTION
 CP2502
 CP2502  HISTORY     - Date     Condition        Report By
 CP2502  HISTORY     - 1985     MONUMENTED       LADTD
 CP2502
 CP2502                          STATION DESCRIPTION
 CP2502
 CP2502'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2502'8.1 KM (5 MI) NORTH FROM HOLLY RIDGE.
 CP2502'ABOUT 8.1 KM (5 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2502'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE BENCH
 CP2502'MARK ON THE RIGHT SET IN A HEADWALL, 6.9 METERS (22.5 FEET) EAST OF
 CP2502'THE CENTERLINE OF STATE HIGHWAY 183, 1.5 METERS (5 FEET) NORTH OF THE
 CP2502'SOUTH END OF THE HEADWALL AND 1.7 METERS (5.5 FEET) SOUTH OF THE
 CP2502'NORTH END OF THE HEADWALL WHICH IS FLUSH WITH THE GROUND.
 CP2502'THE MARK IS 1.52 METERS  N FROM A WITNESS POST.
 CP2502'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2108 ***********************************************************************
 CP2108  DESIGNATION -  42 V 19
 CP2108  PID         -  CP2108
 CP2108  STATE/COUNTY-  LA/RICHLAND
 CP2108  USGS QUAD   -  GILLEYVILLE (1982)
 CP2108
 CP2108                         *CURRENT SURVEY CONTROL
 CP2108  ___________________________________________________________________
 CP2108* NAD 83(1986)-  32 17 49.     (N)    091 59 43.     (W)     SCALED    
 CP2108* NAVD 88     -        20.19   (+/-2cm)      66.2    (feet)  VERTCON   
 CP2108  ___________________________________________________________________
 CP2108  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP2108
 CP2108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2108
 CP2108.The horizontal coordinates were scaled from a topographic map and have
 CP2108.an estimated accuracy of +/- 6 seconds.
 CP2108
 CP2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2108.The vertical order pertains to the NGVD 29 superseded value.
 CP2108
 CP2108.The geoid height was determined by GEOID03.
 CP2108
 CP2108;                    North         East    Units  Estimated Accuracy
 CP2108;SPC LA N     -   199,350.    1,047,540.      MT  (+/- 180 meters Scaled)
 CP2108
 CP2108                          SUPERSEDED SURVEY CONTROL
 CP2108
 CP2108  NGVD 29 (??/??/92)   20.221  (m)           66.34   (f) ADJ UNCH    2 0
 CP2108
 CP2108.Superseded values are not recommended for survey control.
 CP2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2108.See file dsdata.txt to determine how the superseded data were derived.
 CP2108
 CP2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR945737(NAD 83)
 CP2108_MARKER: DB = BENCH MARK DISK
 CP2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2108_STAMPING: 42V19 1970
 CP2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2108+STABILITY: SURFACE MOTION
 CP2108
 CP2108  HISTORY     - Date     Condition        Report By
 CP2108  HISTORY     - 1970     MONUMENTED       LADH
 CP2108
 CP2108                          STATION DESCRIPTION
 CP2108
 CP2108'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2108'15.85 MI SW FROM MANGHAM.
 CP2108'ABOUT 10.15 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2108'ENTRANCE TO MANGHAM HIGH SCHOOL TO A BRIDGE SPANNING BOEUF RIVER.
 CP2108'THENCE CONTINUING WEST ALONG LOUISIANA HIGHWAY 132, 2.10 MILES TO THE
 CP2108'INTERSECTION OF LOUISIANA HIGHWAY 133.  THENCE SOUTH ALONG LOUISIANA
 CP2108'HIGHWAY 133, 3.60 MILES TO THE MARK.  IT IS 205.0 FEET WEST OF THE
 CP2108'CENTERLINE OF LOUISIANA HIGHWAY 133, 2 FEET SOUTHEAST OF A POWER POLE,
 CP2108'41 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE.  SET IN TOP
 CP2108'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS
 CP2108'POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2503 ***********************************************************************
 CP2503  DESIGNATION -  42 V 19
 CP2503  PID         -  CP2503
 CP2503  STATE/COUNTY-  LA/RICHLAND
 CP2503  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2503
 CP2503                         *CURRENT SURVEY CONTROL
 CP2503  ___________________________________________________________________
 CP2503* NAD 83(1986)-  32 31 22.     (N)    091 37 45.     (W)     SCALED    
 CP2503* NAVD 88     -        25.970  (meters)      85.20   (feet)  ADJUSTED  
 CP2503  ___________________________________________________________________
 CP2503  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP2503  DYNAMIC HT  -          25.941 (meters)      85.11  (feet)  COMP
 CP2503  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CP2503
 CP2503  VERT ORDER  -  SECOND    CLASS I
 CP2503
 CP2503.The horizontal coordinates were scaled from a topographic map and have
 CP2503.an estimated accuracy of +/- 6 seconds.
 CP2503
 CP2503.The orthometric height was determined by differential leveling
 CP2503.and adjusted by the National Geodetic Survey in June 1991..
 CP2503
 CP2503.The geoid height was determined by GEOID03.
 CP2503
 CP2503.The dynamic height is computed by dividing the NAVD 88
 CP2503.geopotential number by the normal gravity value computed on the
 CP2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2503.degrees latitude (g = 980.6199 gals.).
 CP2503
 CP2503.The modeled gravity was interpolated from observed gravity values.
 CP2503
 CP2503;                    North         East    Units  Estimated Accuracy
 CP2503;SPC LA N     -   224,610.    1,081,810.      MT  (+/- 180 meters Scaled)
 CP2503
 CP2503                          SUPERSEDED SURVEY CONTROL
 CP2503
 CP2503.No superseded survey control is available for this station.
 CP2503
 CP2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR287992(NAD 83)
 CP2503_MARKER: DB = BENCH MARK DISK
 CP2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2503_SP_SET: CONCRETE POST
 CP2503_STAMPING: 42 V 19 1985
 CP2503_MARK LOGO: LADTD 
 CP2503_PROJECTION: FLUSH
 CP2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2503+STABILITY: SURFACE MOTION
 CP2503
 CP2503  HISTORY     - Date     Condition        Report By
 CP2503  HISTORY     - 1985     MONUMENTED       LADTD
 CP2503
 CP2503                          STATION DESCRIPTION
 CP2503
 CP2503'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2503'6.4 KM (4 MI) NORTH FROM HOLLY RIDGE.
 CP2503'ABOUT 6.4 KM (4 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2503'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO A PARISH
 CP2503'ROAD, THENCE WEST (LEFT) ON THE PARISH ROAD FOR 0.2 KM (0.1 MI) TO
 CP2503'THE MARK ON THE RIGHT NEAR A POWER POLE, 8.8 METERS (29 FEET) NORTH
 CP2503'OF THE CENTER OF THE PARISH ROAD AND 1.2 METERS (4 FEET) SOUTH OF A
 CP2503'POWER POLE NUMBERED D23 WITH A TRANSFORMER ATTACHED.
 CP2503'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP2503'THE MARK IS 0.61 M BELOW THE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2460 ***********************************************************************
 CP2460  DESIGNATION -  42 V 2
 CP2460  PID         -  CP2460
 CP2460  STATE/COUNTY-  LA/RICHLAND
 CP2460  USGS QUAD   -  DELHI (1986)
 CP2460
 CP2460                         *CURRENT SURVEY CONTROL
 CP2460  ___________________________________________________________________
 CP2460* NAD 83(1986)-  32 28 25.     (N)    091 29 32.     (W)     SCALED    
 CP2460* NAVD 88     -        28.885  (meters)      94.77   (feet)  ADJUSTED  
 CP2460  ___________________________________________________________________
 CP2460  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP2460  DYNAMIC HT  -          28.853 (meters)      94.66  (feet)  COMP
 CP2460  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CP2460
 CP2460  VERT ORDER  -  SECOND    CLASS I
 CP2460
 CP2460.The horizontal coordinates were scaled from a topographic map and have
 CP2460.an estimated accuracy of +/- 6 seconds.
 CP2460
 CP2460.The orthometric height was determined by differential leveling
 CP2460.and adjusted by the National Geodetic Survey in June 1991..
 CP2460
 CP2460.The geoid height was determined by GEOID03.
 CP2460
 CP2460.The dynamic height is computed by dividing the NAVD 88
 CP2460.geopotential number by the normal gravity value computed on the
 CP2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2460.degrees latitude (g = 980.6199 gals.).
 CP2460
 CP2460.The modeled gravity was interpolated from observed gravity values.
 CP2460
 CP2460;                    North         East    Units  Estimated Accuracy
 CP2460;SPC LA N     -   219,270.    1,094,730.      MT  (+/- 180 meters Scaled)
 CP2460
 CP2460                          SUPERSEDED SURVEY CONTROL
 CP2460
 CP2460.No superseded survey control is available for this station.
 CP2460
 CP2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR416939(NAD 83)
 CP2460_MARKER: DB = BENCH MARK DISK
 CP2460_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP2460_SP_SET: CONCRETE HEADWALL
 CP2460_STAMPING: 42 V 2 1985
 CP2460_MARK LOGO: LADTD 
 CP2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2460+STABILITY: SURFACE MOTION
 CP2460
 CP2460  HISTORY     - Date     Condition        Report By
 CP2460  HISTORY     - 1985     MONUMENTED       LADTD
 CP2460
 CP2460                          STATION DESCRIPTION
 CP2460
 CP2460'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2460'2.4 KM (1.5 MI) NORTH FROM DELHI.
 CP2460'ABOUT 2.4 KM (1.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2460'IN DELHI TO THE BENCH MARK ON THE RIGHT SET IN A CONCRETE HEADWALL,
 CP2460'21.6 METERS (71 FEET) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 CP2460'WHITE WOOD FRAME HOUSE, 17.5 METERS (57.5 FEET) SOUTH-SOUTHWEST OF A
 CP2460'TELEPHONE POLE, 8.8 METERS (29 FEET) EAST OF THE CENTERLINE OF STATE
 CP2460'HIGHWAY 17 AND 1.7 METERS (5.5 FEET) NORTH FROM THE SOUTH END OF THE
 CP2460'HEADWALL WHICH IS FLUSH WITH THE GROUND.
 CP2460'THE MARK IS 1.67 METERS  N FROM A WITNESS POST.
 CP2460'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2109 ***********************************************************************
 CP2109  DESIGNATION -  42 V 20
 CP2109  PID         -  CP2109
 CP2109  STATE/COUNTY-  LA/RICHLAND
 CP2109  USGS QUAD   -  GILLEYVILLE (1982)
 CP2109
 CP2109                         *CURRENT SURVEY CONTROL
 CP2109  ___________________________________________________________________
 CP2109* NAD 83(1986)-  32 16 53.     (N)    091 59 42.     (W)     SCALED    
 CP2109* NAVD 88     -        20.56   (+/-2cm)      67.5    (feet)  VERTCON   
 CP2109  ___________________________________________________________________
 CP2109  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP2109
 CP2109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2109
 CP2109.The horizontal coordinates were scaled from a topographic map and have
 CP2109.an estimated accuracy of +/- 6 seconds.
 CP2109
 CP2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2109.The vertical order pertains to the NGVD 29 superseded value.
 CP2109
 CP2109.The geoid height was determined by GEOID03.
 CP2109
 CP2109;                    North         East    Units  Estimated Accuracy
 CP2109;SPC LA N     -   197,620.    1,047,570.      MT  (+/- 180 meters Scaled)
 CP2109
 CP2109                          SUPERSEDED SURVEY CONTROL
 CP2109
 CP2109  NGVD 29 (??/??/92)   20.590  (m)           67.55   (f) ADJ UNCH    2 0
 CP2109
 CP2109.Superseded values are not recommended for survey control.
 CP2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2109.See file dsdata.txt to determine how the superseded data were derived.
 CP2109
 CP2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR946720(NAD 83)
 CP2109_MARKER: DB = BENCH MARK DISK
 CP2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2109_STAMPING: 42V20 1970
 CP2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2109+STABILITY: SURFACE MOTION
 CP2109
 CP2109  HISTORY     - Date     Condition        Report By
 CP2109  HISTORY     - 1970     MONUMENTED       LADH
 CP2109
 CP2109                          STATION DESCRIPTION
 CP2109
 CP2109'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2109'16.95 MI SW FROM MANGHAM.
 CP2109'ABOUT 10.15 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2109'ENTRANCE TO MANGHAM HIGH SCHOOL TO A BRIDGE SPANNING BOEUF RIVER.
 CP2109'THENCE CONTINUING WEST ALONG LOUISIANA HIGHWAY 132, 2.10 MILES TO THE
 CP2109'INTERSECTION OF LOUISIANA HIGHWAY 133.  THENCE SOUTH ALONG LOUISIANA
 CP2109'HIGHWAY 133, 4.70 MILES TO THE MARK.  IT IS ABOUT 0.3 MILE NORTH OF
 CP2109'THE RICHLAND AND CALDWELL PARISH LINE, 92.0 FEET WEST OF THE
 CP2109'CENTERLINE OF LOUISIANA HIGHWAY 133, 51.0 FEET WEST OF THE RIGHT OF
 CP2109'WAY FENCE, 134.0 FEET WEST OF A POWER POLE, 6.0 FEET WEST OF A 16 INCH
 CP2109'BLACK WALNUT TREE, 28 FEET WEST OF A 30 INCH PECAN TREE.  SET IN TOP
 CP2109'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS
 CP2109'POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2504 ***********************************************************************
 CP2504  DESIGNATION -  42 V 20
 CP2504  PID         -  CP2504
 CP2504  STATE/COUNTY-  LA/RICHLAND
 CP2504  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2504
 CP2504                         *CURRENT SURVEY CONTROL
 CP2504  ___________________________________________________________________
 CP2504* NAD 83(1986)-  32 30 27.     (N)    091 37 37.     (W)     SCALED    
 CP2504* NAVD 88     -        25.345  (meters)      83.15   (feet)  ADJUSTED  
 CP2504  ___________________________________________________________________
 CP2504  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2504  DYNAMIC HT  -          25.317 (meters)      83.06  (feet)  COMP
 CP2504  MODELED GRAV-     979,521.0   (mgal)                       NAVD 88
 CP2504
 CP2504  VERT ORDER  -  SECOND    CLASS I
 CP2504
 CP2504.The horizontal coordinates were scaled from a topographic map and have
 CP2504.an estimated accuracy of +/- 6 seconds.
 CP2504
 CP2504.The orthometric height was determined by differential leveling
 CP2504.and adjusted by the National Geodetic Survey in June 1991..
 CP2504
 CP2504.The geoid height was determined by GEOID03.
 CP2504
 CP2504.The dynamic height is computed by dividing the NAVD 88
 CP2504.geopotential number by the normal gravity value computed on the
 CP2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2504.degrees latitude (g = 980.6199 gals.).
 CP2504
 CP2504.The modeled gravity was interpolated from observed gravity values.
 CP2504
 CP2504;                    North         East    Units  Estimated Accuracy
 CP2504;SPC LA N     -   222,920.    1,082,040.      MT  (+/- 180 meters Scaled)
 CP2504
 CP2504                          SUPERSEDED SURVEY CONTROL
 CP2504
 CP2504.No superseded survey control is available for this station.
 CP2504
 CP2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR289975(NAD 83)
 CP2504_MARKER: DB = BENCH MARK DISK
 CP2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2504_SP_SET: CONCRETE POST
 CP2504_STAMPING: 42 V 20 1985
 CP2504_MARK LOGO: LADTD 
 CP2504_PROJECTION: FLUSH
 CP2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2504+STABILITY: SURFACE MOTION
 CP2504
 CP2504  HISTORY     - Date     Condition        Report By
 CP2504  HISTORY     - 1985     MONUMENTED       LADTD
 CP2504
 CP2504                          STATION DESCRIPTION
 CP2504
 CP2504'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2504'4.7 KM (2.9 MI) NORTH FROM HOLLY RIDGE.
 CP2504'ABOUT 4.7 KM (2.9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2504'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2504'OF STATE HIGHWAYS 183 AND 854 TO THE BENCH MARK ON THE RIGHT NEAR A
 CP2504'POWER POLE IN THE SOUTHEAST QUARTER OF THE JUNCTION, 33.5 METERS (110
 CP2504'FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY 183, 9.9 METERS (32.5
 CP2504'FEET) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 854 AND 1.2 METERS (4
 CP2504'FEET) NORTH OF A POWER POLE WITH A NIGHT LIGHT.
 CP2504'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 CP2504'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2505 ***********************************************************************
 CP2505  DESIGNATION -  42 V 21
 CP2505  PID         -  CP2505
 CP2505  STATE/COUNTY-  LA/RICHLAND
 CP2505  USGS QUAD   -  BEE BAYOU (1987)
 CP2505
 CP2505                         *CURRENT SURVEY CONTROL
 CP2505  ___________________________________________________________________
 CP2505* NAD 83(1986)-  32 29 51.     (N)    091 37 40.     (W)     SCALED    
 CP2505* NAVD 88     -        24.713  (meters)      81.08   (feet)  ADJUSTED  
 CP2505  ___________________________________________________________________
 CP2505  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2505  DYNAMIC HT  -          24.686 (meters)      80.99  (feet)  COMP
 CP2505  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 CP2505
 CP2505  VERT ORDER  -  SECOND    CLASS I
 CP2505
 CP2505.The horizontal coordinates were scaled from a topographic map and have
 CP2505.an estimated accuracy of +/- 6 seconds.
 CP2505
 CP2505.The orthometric height was determined by differential leveling
 CP2505.and adjusted by the National Geodetic Survey in June 1991..
 CP2505
 CP2505.The geoid height was determined by GEOID03.
 CP2505
 CP2505.The dynamic height is computed by dividing the NAVD 88
 CP2505.geopotential number by the normal gravity value computed on the
 CP2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2505.degrees latitude (g = 980.6199 gals.).
 CP2505
 CP2505.The modeled gravity was interpolated from observed gravity values.
 CP2505
 CP2505;                    North         East    Units  Estimated Accuracy
 CP2505;SPC LA N     -   221,810.    1,081,970.      MT  (+/- 180 meters Scaled)
 CP2505
 CP2505                          SUPERSEDED SURVEY CONTROL
 CP2505
 CP2505.No superseded survey control is available for this station.
 CP2505
 CP2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR289964(NAD 83)
 CP2505_MARKER: DB = BENCH MARK DISK
 CP2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2505_SP_SET: CONCRETE POST
 CP2505_STAMPING: 42 V 21 1985
 CP2505_MARK LOGO: LADTD 
 CP2505_PROJECTION: FLUSH
 CP2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2505+STABILITY: SURFACE MOTION
 CP2505
 CP2505  HISTORY     - Date     Condition        Report By
 CP2505  HISTORY     - 1985     MONUMENTED       LADTD
 CP2505  HISTORY     - 1991     GOOD             USPSQD
 CP2505
 CP2505                          STATION DESCRIPTION
 CP2505
 CP2505'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2505'3.2 KM (2 MI) NORTH FROM HOLLY RIDGE.
 CP2505'ABOUT 3.2 KM (2 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2505'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 IN HOLLY RIDGE TO A GRAVEL
 CP2505'ROAD ON THE LEFT, THENCE WEST (LEFT) ON THE GRAVEL ROAD FOR 0.08 KM
 CP2505'(0.05 MI) TO THE BENCH MARK ON THE RIGHT NEAR A FENCE AND STORAGE
 CP2505'TANKS, 9.1 METERS (30 FEET) NORTH OF THE CENTERLINE OF THE GRAVEL
 CP2505'ROAD 8.8 METERS (29 FEET) WEST-NORTHWEST OF THE WEST END OF A
 CP2505'CONCRETE CULVERT, 10.8 METERS (35.5 FEET) WEST OF THE CENTER OF A
 CP2505'CHAIN LINK GATE AND 0.76 METERS (2.5 FEET SOUTH OF A CHAIN LINK
 CP2505'FENCE.
 CP2505'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CP2505'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
 CP2505
 CP2505                          STATION RECOVERY (1991)
 CP2505
 CP2505'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP2505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2506 ***********************************************************************
 CP2506  DESIGNATION -  42 V 22
 CP2506  PID         -  CP2506
 CP2506  STATE/COUNTY-  LA/RICHLAND
 CP2506  USGS QUAD   -  BEE BAYOU (1987)
 CP2506
 CP2506                         *CURRENT SURVEY CONTROL
 CP2506  ___________________________________________________________________
 CP2506* NAD 83(1986)-  32 28 53.     (N)    091 37 39.     (W)     SCALED    
 CP2506* NAVD 88     -        24.795  (meters)      81.35   (feet)  ADJUSTED  
 CP2506  ___________________________________________________________________
 CP2506  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP2506  DYNAMIC HT  -          24.767 (meters)      81.26  (feet)  COMP
 CP2506  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 CP2506
 CP2506  VERT ORDER  -  SECOND    CLASS I
 CP2506
 CP2506.The horizontal coordinates were scaled from a topographic map and have
 CP2506.an estimated accuracy of +/- 6 seconds.
 CP2506
 CP2506.The orthometric height was determined by differential leveling
 CP2506.and adjusted by the National Geodetic Survey in June 1991..
 CP2506
 CP2506.The geoid height was determined by GEOID03.
 CP2506
 CP2506.The dynamic height is computed by dividing the NAVD 88
 CP2506.geopotential number by the normal gravity value computed on the
 CP2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2506.degrees latitude (g = 980.6199 gals.).
 CP2506
 CP2506.The modeled gravity was interpolated from observed gravity values.
 CP2506
 CP2506;                    North         East    Units  Estimated Accuracy
 CP2506;SPC LA N     -   220,020.    1,082,010.      MT  (+/- 180 meters Scaled)
 CP2506
 CP2506                          SUPERSEDED SURVEY CONTROL
 CP2506
 CP2506.No superseded survey control is available for this station.
 CP2506
 CP2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR289946(NAD 83)
 CP2506_MARKER: DB = BENCH MARK DISK
 CP2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2506_SP_SET: CONCRETE POST
 CP2506_STAMPING: 42 V 22 1985
 CP2506_MARK LOGO: LADTD 
 CP2506_PROJECTION: RECESSED 3 CENTIMETERS
 CP2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2506+STABILITY: SURFACE MOTION
 CP2506
 CP2506  HISTORY     - Date     Condition        Report By
 CP2506  HISTORY     - 1985     MONUMENTED       LADTD
 CP2506
 CP2506                          STATION DESCRIPTION
 CP2506
 CP2506'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2506'1.5 KM (0.9 MI) NORTH FROM HOLLY RIDGE.
 CP2506'ABOUT 1.5 KM (0.9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2506'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 IN HOLLY RIDGE TO THE BENCH
 CP2506'MARK ON THE LEFT NEAR A POWER POLE, 10.4 METERS (34 FEET) WEST OF THE
 CP2506'CENTERLINE OF STATE HIGHWAY 183 AND 0.8 METERS (2.5 FEET) NORTHEAST
 CP2506'OF A POWER POLE.
 CP2506'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP2506'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2085 ***********************************************************************
 CP2085  DESIGNATION -  42 V 3
 CP2085  PID         -  CP2085
 CP2085  STATE/COUNTY-  LA/RICHLAND
 CP2085  USGS QUAD   -  MANGHAM (1982)
 CP2085
 CP2085                         *CURRENT SURVEY CONTROL
 CP2085  ___________________________________________________________________
 CP2085* NAD 83(1986)-  32 18 53.     (N)    091 46 30.     (W)     SCALED    
 CP2085* NAVD 88     -        23.08   (+/-2cm)      75.7    (feet)  VERTCON   
 CP2085  ___________________________________________________________________
 CP2085  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CP2085
 CP2085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2085
 CP2085.The horizontal coordinates were scaled from a topographic map and have
 CP2085.an estimated accuracy of +/- 6 seconds.
 CP2085
 CP2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2085.The vertical order pertains to the NGVD 29 superseded value.
 CP2085
 CP2085.The geoid height was determined by GEOID03.
 CP2085
 CP2085;                    North         East    Units  Estimated Accuracy
 CP2085;SPC LA N     -   201,440.    1,068,270.      MT  (+/- 180 meters Scaled)
 CP2085
 CP2085                          SUPERSEDED SURVEY CONTROL
 CP2085
 CP2085  NGVD 29 (??/??/92)   23.102  (m)           75.79   (f) ADJ UNCH    2 0
 CP2085
 CP2085.Superseded values are not recommended for survey control.
 CP2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2085.See file dsdata.txt to determine how the superseded data were derived.
 CP2085
 CP2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR153759(NAD 83)
 CP2085_MARKER: DB = BENCH MARK DISK
 CP2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2085_STAMPING: 42V3 1970
 CP2085_MARK LOGO: LADH  
 CP2085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2085+STABILITY: SURFACE MOTION
 CP2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2085+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1989
 CP2085
 CP2085  HISTORY     - Date     Condition        Report By
 CP2085  HISTORY     - 1970     MONUMENTED       LADH
 CP2085  HISTORY     - 1981     GOOD             LADTD
 CP2085  HISTORY     - 19891031 GOOD             LADTD
 CP2085
 CP2085                          STATION DESCRIPTION
 CP2085
 CP2085'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2085'1.00 MI NE FROM MANGHAM.
 CP2085'ABOUT 1.00 MILE NORTHEAST ALONG LOUISIANA HIGHWAYS 132 AND 15 FROM THE
 CP2085'HIGH SCHOOL IN MANGHAM.  THENCE EAST ALONG LOUISIANA HIGHWAY 132, 0.65
 CP2085'MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTH ALONG
 CP2085'LOUISIANA HIGHWAY 15, 0.35 MILE TO THE MARK.  IT IS 102.0 FEET EAST OF
 CP2085'THE CENTERLINE OF LOUISIANA HIGHWAY 15, 30.0 FEET EAST OF THE
 CP2085'CENTERLINE OF THE MISSOURI PACIFIC RAILROAD TRACK, 14.0 FEET NORTH OF
 CP2085'A FENCE CORNER, 61.0 FEET NORTHEAST OF THE INTERSECTION OF A BLACK TOP
 CP2085'STREET AND MISSOURI PACIFIC RAILROAD.  SET IN TOP OF A CONCRETE POST
 CP2085'PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.6
 CP2085'FEET WEST OF THE MARK.
 CP2085
 CP2085                          STATION RECOVERY (1981)
 CP2085
 CP2085'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CP2085'RECOVERED IN GOOD CONDITION.
 CP2085
 CP2085                          STATION RECOVERY (1989)
 CP2085
 CP2085'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 CP2085'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF RAYVILLE AND
 CP2085'16.1 KM (10.00 MI) NORTH-NORTHWEST OF WINNSBORO, IN NORTH MANGHAM.
 CP2085'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 CP2085'REACH THE STATION FROM THE POST OFFICE IN MANGHAM, GO NORTH FOR 0.6 KM
 CP2085'(0.35 MI) ON STATE HIGHWAY 15 TO THE MARK ON THE RIGHT. THE STATION IS
 CP2085'14.3 M (46.9 FT) EAST FROM THE PROPOSED CENTER OF THE NORTH BOUND
 CP2085'LANES OF HIGHWAY 15, 13.3 M (43.6 FT) SOUTHWEST FROM A POWER POLE WITH
 CP2085'SECURITY LIGHT ATTACHED, 12.3 M (40.4 FT) NORTHWEST FROM THE WEST END
 CP2085'OF A CHAIN LINK FENCE, 2.4 M (7.9 FT) WEST-SOUTHWEST FROM A FIRE
 CP2085'HYDRANT PLUG AND 0.5 M (1.6 FT) EAST FROM A WITNESS POST WITH SIGN
 CP2085'ATTACHED.  THE MARK IS RECESSED 5.1 CM (2 IN) BELOW THE GROUND AND
 CP2085'ABOUT 0.6 M (2.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2461 ***********************************************************************
 CP2461  DESIGNATION -  42 V 3
 CP2461  PID         -  CP2461
 CP2461  STATE/COUNTY-  LA/RICHLAND
 CP2461  USGS QUAD   -  DELHI (1986)
 CP2461
 CP2461                         *CURRENT SURVEY CONTROL
 CP2461  ___________________________________________________________________
 CP2461* NAD 83(1986)-  32 29 11.     (N)    091 29 48.     (W)     SCALED    
 CP2461* NAVD 88     -        27.466  (meters)      90.11   (feet)  ADJUSTED  
 CP2461  ___________________________________________________________________
 CP2461  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP2461  DYNAMIC HT  -          27.436 (meters)      90.01  (feet)  COMP
 CP2461  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 CP2461
 CP2461  VERT ORDER  -  SECOND    CLASS I
 CP2461
 CP2461.The horizontal coordinates were scaled from a topographic map and have
 CP2461.an estimated accuracy of +/- 6 seconds.
 CP2461
 CP2461.The orthometric height was determined by differential leveling
 CP2461.and adjusted by the National Geodetic Survey in June 1991..
 CP2461
 CP2461.The geoid height was determined by GEOID03.
 CP2461
 CP2461.The dynamic height is computed by dividing the NAVD 88
 CP2461.geopotential number by the normal gravity value computed on the
 CP2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2461.degrees latitude (g = 980.6199 gals.).
 CP2461
 CP2461.The modeled gravity was interpolated from observed gravity values.
 CP2461
 CP2461;                    North         East    Units  Estimated Accuracy
 CP2461;SPC LA N     -   220,680.    1,094,300.      MT  (+/- 180 meters Scaled)
 CP2461
 CP2461                          SUPERSEDED SURVEY CONTROL
 CP2461
 CP2461.No superseded survey control is available for this station.
 CP2461
 CP2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR412953(NAD 83)
 CP2461_MARKER: DB = BENCH MARK DISK
 CP2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2461_SP_SET: CONCRETE POST
 CP2461_STAMPING: 42 V 3 1985
 CP2461_MARK LOGO: LADTD 
 CP2461_PROJECTION: FLUSH
 CP2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2461+STABILITY: SURFACE MOTION
 CP2461
 CP2461  HISTORY     - Date     Condition        Report By
 CP2461  HISTORY     - 1985     MONUMENTED       LADTD
 CP2461
 CP2461                          STATION DESCRIPTION
 CP2461
 CP2461'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2461'4 KM (2.5 MI) NORTH FROM DELHI.
 CP2461'ABOUT 4 KM (2.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE IN
 CP2461'DELHI TO THE BENCH MARK ON THE RIGHT SET BY SOME IRON WAGON WHEELS,
 CP2461'15.3 METERS (50 FEET) EAST-NORTHEAST OF STATE HIGHWAY 17, 10.8 METERS
 CP2461'(35.5 FEET) NORTHWEST OF THE CENTER OF A PIPE GATE BETWEEN TWO WAGON
 CP2461'WHEELS, 1.5 METERS (5 FEET) SOUTH-SOUTHEAST OF THE CENTER OF A
 CP2461'CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE AND 0.9 METERS (3 FEET)
 CP2461'SOUTHWEST OF A POWER POLE.
 CP2461'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 CP2461'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2462 ***********************************************************************
 CP2462  DESIGNATION -  42 V 4
 CP2462  PID         -  CP2462
 CP2462  STATE/COUNTY-  LA/RICHLAND
 CP2462  USGS QUAD   -  DUNN (1987)
 CP2462
 CP2462                         *CURRENT SURVEY CONTROL
 CP2462  ___________________________________________________________________
 CP2462* NAD 83(1986)-  32 29 55.     (N)    091 30 20.     (W)     SCALED    
 CP2462* NAVD 88     -        25.509  (meters)      83.69   (feet)  ADJUSTED  
 CP2462  ___________________________________________________________________
 CP2462  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2462  DYNAMIC HT  -          25.480 (meters)      83.60  (feet)  COMP
 CP2462  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CP2462
 CP2462  VERT ORDER  -  SECOND    CLASS I
 CP2462
 CP2462.The horizontal coordinates were scaled from a topographic map and have
 CP2462.an estimated accuracy of +/- 6 seconds.
 CP2462
 CP2462.The orthometric height was determined by differential leveling
 CP2462.and adjusted by the National Geodetic Survey in June 1991..
 CP2462
 CP2462.The geoid height was determined by GEOID03.
 CP2462
 CP2462.The dynamic height is computed by dividing the NAVD 88
 CP2462.geopotential number by the normal gravity value computed on the
 CP2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2462.degrees latitude (g = 980.6199 gals.).
 CP2462
 CP2462.The modeled gravity was interpolated from observed gravity values.
 CP2462
 CP2462;                    North         East    Units  Estimated Accuracy
 CP2462;SPC LA N     -   222,030.    1,093,450.      MT  (+/- 180 meters Scaled)
 CP2462
 CP2462                          SUPERSEDED SURVEY CONTROL
 CP2462
 CP2462.No superseded survey control is available for this station.
 CP2462
 CP2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR403966(NAD 83)
 CP2462_MARKER: DB = BENCH MARK DISK
 CP2462_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP2462_SP_SET: CONCRETE HEADWALL
 CP2462_STAMPING: 42 V 4 1985
 CP2462_MARK LOGO: LADTD 
 CP2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2462+STABILITY: SURFACE MOTION
 CP2462
 CP2462  HISTORY     - Date     Condition        Report By
 CP2462  HISTORY     - 1985     MONUMENTED       LADTD
 CP2462
 CP2462                          STATION DESCRIPTION
 CP2462
 CP2462'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2462'5.6 KM (3.5 MI) NORTH FROM DELHI.
 CP2462'ABOUT 5.6 KM (3.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2462'IN DELHI TO THE BENCH MARK ON THE RIGHT SET IN A CONCRETE CULVERT
 CP2462'HEADWALL, 11.1 METERS (36.5 FEET) EAST OF THE CENTERLINE OF STATE
 CP2462'HIGHWAY 17, 4.4 METERS F(14.5 FEET) SOUTH OF THE NORTH END OF THE
 CP2462'HEADWALL AND 2.3 METERS (7.5 FEET) NORTH OF THE SOUTH END OF THE
 CP2462'HEADWALL WHICH IS FLUSH WITH THE GROUND.
 CP2462'THE MARK IS 2.44 METERS  SW FROM A WITNESS POST.
 CP2462'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2094 ***********************************************************************
 CP2094  DESIGNATION -  42 V 5
 CP2094  PID         -  CP2094
 CP2094  STATE/COUNTY-  LA/RICHLAND
 CP2094  USGS QUAD   -  MANGHAM (1982)
 CP2094
 CP2094                         *CURRENT SURVEY CONTROL
 CP2094  ___________________________________________________________________
 CP2094* NAD 83(1986)-  32 19 06.     (N)    091 48 44.     (W)     SCALED    
 CP2094* NAVD 88     -        22.25   (+/-2cm)      73.0    (feet)  VERTCON   
 CP2094  ___________________________________________________________________
 CP2094  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP2094
 CP2094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2094
 CP2094.The horizontal coordinates were scaled from a topographic map and have
 CP2094.an estimated accuracy of +/- 6 seconds.
 CP2094
 CP2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2094.The vertical order pertains to the NGVD 29 superseded value.
 CP2094
 CP2094.The geoid height was determined by GEOID03.
 CP2094
 CP2094;                    North         East    Units  Estimated Accuracy
 CP2094;SPC LA N     -   201,820.    1,064,760.      MT  (+/- 180 meters Scaled)
 CP2094
 CP2094                          SUPERSEDED SURVEY CONTROL
 CP2094
 CP2094  NGVD 29 (??/??/92)   22.276  (m)           73.08   (f) ADJ UNCH    2 0
 CP2094
 CP2094.Superseded values are not recommended for survey control.
 CP2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2094.See file dsdata.txt to determine how the superseded data were derived.
 CP2094
 CP2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR118763(NAD 83)
 CP2094_MARKER: DB = BENCH MARK DISK
 CP2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2094_STAMPING: 42V5 1970
 CP2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2094+STABILITY: SURFACE MOTION
 CP2094
 CP2094  HISTORY     - Date     Condition        Report By
 CP2094  HISTORY     - 1970     MONUMENTED       LADH
 CP2094
 CP2094                          STATION DESCRIPTION
 CP2094
 CP2094'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2094'1.65 MI W FROM MANGHAM.
 CP2094'ABOUT 1.65 MILES WEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2094'ENTRANCE TO MANGHAM HIGH SCHOOL TO THE MARK.  IT IS 293.0 FEET SOUTH
 CP2094'OF THE CENTER OF LOUISIANA HIGHWAY 132, 3.0 FEET SOUTHWEST OF A POWER
 CP2094'POLE, 22.9 FEET NORTHWEST OF THE CORNER OF A UTILITY HOUSE, 87.0 FEET
 CP2094'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE BELONGING TO M.
 CP2094'D. MCCONNELL.  SET IN TOP OF A CONCRETE POST PROJECTING 1.0 INCH ABOVE
 CP2094'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2463 ***********************************************************************
 CP2463  DESIGNATION -  42 V 5
 CP2463  PID         -  CP2463
 CP2463  STATE/COUNTY-  LA/RICHLAND
 CP2463  USGS QUAD   -  CONGO CREEK (1986)
 CP2463
 CP2463                         *CURRENT SURVEY CONTROL
 CP2463  ___________________________________________________________________
 CP2463* NAD 83(1986)-  32 30 47.     (N)    091 30 04.     (W)     SCALED    
 CP2463* NAVD 88     -        27.703  (meters)      90.89   (feet)  ADJUSTED  
 CP2463  ___________________________________________________________________
 CP2463  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP2463  DYNAMIC HT  -          27.673 (meters)      90.79  (feet)  COMP
 CP2463  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CP2463
 CP2463  VERT ORDER  -  SECOND    CLASS I
 CP2463
 CP2463.The horizontal coordinates were scaled from a topographic map and have
 CP2463.an estimated accuracy of +/- 6 seconds.
 CP2463
 CP2463.The orthometric height was determined by differential leveling
 CP2463.and adjusted by the National Geodetic Survey in June 1991..
 CP2463
 CP2463.The geoid height was determined by GEOID03.
 CP2463
 CP2463.The dynamic height is computed by dividing the NAVD 88
 CP2463.geopotential number by the normal gravity value computed on the
 CP2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2463.degrees latitude (g = 980.6199 gals.).
 CP2463
 CP2463.The modeled gravity was interpolated from observed gravity values.
 CP2463
 CP2463;                    North         East    Units  Estimated Accuracy
 CP2463;SPC LA N     -   223,640.    1,093,850.      MT  (+/- 180 meters Scaled)
 CP2463
 CP2463                          SUPERSEDED SURVEY CONTROL
 CP2463
 CP2463.No superseded survey control is available for this station.
 CP2463
 CP2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR407982(NAD 83)
 CP2463_MARKER: DB = BENCH MARK DISK
 CP2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2463_SP_SET: CONCRETE POST
 CP2463_STAMPING: 42 V 5 1985
 CP2463_MARK LOGO: LADTD 
 CP2463_PROJECTION: FLUSH
 CP2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2463+STABILITY: SURFACE MOTION
 CP2463
 CP2463  HISTORY     - Date     Condition        Report By
 CP2463  HISTORY     - 1985     MONUMENTED       LADTD
 CP2463
 CP2463                          STATION DESCRIPTION
 CP2463
 CP2463'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2463'7.2 KM (4.5 MI) NORTH FROM DELHI.
 CP2463'ABOUT 7.2 KM (4.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2463'IN DELHI TO THE BENCH MARK ON THE RIGHT SET NEAR A POWER POLE AND
 CP2463'RIGHT-OF-WAY MARKER, 17.9 METERS (59 FEET) EAST OF THE CENTERLINE OF
 CP2463'STATE HIGHWAY 17, 1.1 METERS (3.5 FEET) NORTH OF A RIGHT-OF-WAY
 CP2463'MARKER 0.8 METERS (2.5 FEET) WEST OF A POWER POLE AND 0.6 METERS (2
 CP2463'FEET) WEST OF A FIVE STRAND BARBED WIRE FENCE.
 CP2463'THE MARK IS 0.46 METERS  SSE FROM A WITNESS POST.
 CP2463'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2095 ***********************************************************************
 CP2095  DESIGNATION -  42 V 6
 CP2095  PID         -  CP2095
 CP2095  STATE/COUNTY-  LA/RICHLAND
 CP2095  USGS QUAD   -  MANGHAM (1982)
 CP2095
 CP2095                         *CURRENT SURVEY CONTROL
 CP2095  ___________________________________________________________________
 CP2095* NAD 83(1986)-  32 19 12.     (N)    091 49 49.     (W)     SCALED    
 CP2095* NAVD 88     -        22.25   (+/-2cm)      73.0    (feet)  VERTCON   
 CP2095  ___________________________________________________________________
 CP2095  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP2095
 CP2095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2095
 CP2095.The horizontal coordinates were scaled from a topographic map and have
 CP2095.an estimated accuracy of +/- 6 seconds.
 CP2095
 CP2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2095.The vertical order pertains to the NGVD 29 superseded value.
 CP2095
 CP2095.The geoid height was determined by GEOID03.
 CP2095
 CP2095;                    North         East    Units  Estimated Accuracy
 CP2095;SPC LA N     -   201,990.    1,063,060.      MT  (+/- 180 meters Scaled)
 CP2095
 CP2095                          SUPERSEDED SURVEY CONTROL
 CP2095
 CP2095  NGVD 29 (??/??/92)   22.274  (m)           73.08   (f) ADJ UNCH    2 0
 CP2095
 CP2095.Superseded values are not recommended for survey control.
 CP2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2095.See file dsdata.txt to determine how the superseded data were derived.
 CP2095
 CP2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR101765(NAD 83)
 CP2095_MARKER: DB = BENCH MARK DISK
 CP2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2095_STAMPING: 42V6 1970
 CP2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2095+STABILITY: SURFACE MOTION
 CP2095
 CP2095  HISTORY     - Date     Condition        Report By
 CP2095  HISTORY     - 1970     MONUMENTED       LADH
 CP2095
 CP2095                          STATION DESCRIPTION
 CP2095
 CP2095'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2095'2.70 MI W FROM MANGHAM.
 CP2095'ABOUT 2.70 MILESD WEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2095'ENTRANCE TO MANGHAM HIGH SCHOOL TO THE MARK.  IT IS 127.0 FEET NORTH
 CP2095'OF THE CENTERLINE OF LOUISIANA HIGHWAY 132, 25.0 FEET NORTHWEST OF THE
 CP2095'NORTHWEST CORNER OF AN ABANDONED TENANT HOUSE, 4.0 FEET EAST OF A 24
 CP2095'INCH FRENCH MULBERRY TREE, 96.0 FEET NORTH OF A BARBWIRE FENCE, 4.0
 CP2095'FEET NORTHWEST OF AN ABANDONED WATER WELL, LOCATED ON PARHAM BROTHERS
 CP2095'PROPERTY.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CP2095'GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2464 ***********************************************************************
 CP2464  DESIGNATION -  42 V 6
 CP2464  PID         -  CP2464
 CP2464  STATE/COUNTY-  LA/RICHLAND
 CP2464  USGS QUAD   -  EPPS (1986)
 CP2464
 CP2464                         *CURRENT SURVEY CONTROL
 CP2464  ___________________________________________________________________
 CP2464* NAD 83(1986)-  32 31 35.     (N)    091 29 46.     (W)     SCALED    
 CP2464* NAVD 88     -        26.651  (meters)      87.44   (feet)  ADJUSTED  
 CP2464  ___________________________________________________________________
 CP2464  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP2464  DYNAMIC HT  -          26.621 (meters)      87.34  (feet)  COMP
 CP2464  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 CP2464
 CP2464  VERT ORDER  -  SECOND    CLASS I
 CP2464
 CP2464.The horizontal coordinates were scaled from a topographic map and have
 CP2464.an estimated accuracy of +/- 6 seconds.
 CP2464
 CP2464.The orthometric height was determined by differential leveling
 CP2464.and adjusted by the National Geodetic Survey in June 1991..
 CP2464
 CP2464.The geoid height was determined by GEOID03.
 CP2464
 CP2464.The dynamic height is computed by dividing the NAVD 88
 CP2464.geopotential number by the normal gravity value computed on the
 CP2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2464.degrees latitude (g = 980.6199 gals.).
 CP2464
 CP2464.The modeled gravity was interpolated from observed gravity values.
 CP2464
 CP2464;                    North         East    Units  Estimated Accuracy
 CP2464;SPC LA N     -   225,120.    1,094,310.      MT  (+/- 180 meters Scaled)
 CP2464
 CP2464                          SUPERSEDED SURVEY CONTROL
 CP2464
 CP2464.No superseded survey control is available for this station.
 CP2464
 CP2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR412997(NAD 83)
 CP2464_MARKER: DB = BENCH MARK DISK
 CP2464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP2464_SP_SET: CONCRETE HEADWALL
 CP2464_STAMPING: 42 V 6 1985
 CP2464_MARK LOGO: LADTD 
 CP2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2464+STABILITY: SURFACE MOTION
 CP2464
 CP2464  HISTORY     - Date     Condition        Report By
 CP2464  HISTORY     - 1985     MONUMENTED       LADTD
 CP2464
 CP2464                          STATION DESCRIPTION
 CP2464
 CP2464'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2464'8.9 KM (5.5MI) NORTH FROM DELHI.
 CP2464'ABOUT 8.9 KM (5.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2464'IN DELHI TO THE BENCH MARK ON THE RIGHT SET IN A CONCRETE HEADWALL,
 CP2464'9.5 METERS (31 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF STATE
 CP2464'HIGHWAY 17, 3.1 METERS (10 FEET) SOUTH-SOUTHWEST OF THE NORTH END OF
 CP2464'THE HEADWALL AND 1.7 METERS (5.5 FEET) NORTH-NORTHWEST OF THE SOUTH
 CP2464'END OF THE HEADWALL WHICH IS FLUSH WITH THE GROUND.
 CP2464'THE MARK IS 1.83 METERS  NNW FROM A WITNESS POST.
 CP2464'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2096 ***********************************************************************
 CP2096  DESIGNATION -  42 V 7
 CP2096  PID         -  CP2096
 CP2096  STATE/COUNTY-  LA/RICHLAND
 CP2096  USGS QUAD   -  MANGHAM (1982)
 CP2096
 CP2096                         *CURRENT SURVEY CONTROL
 CP2096  ___________________________________________________________________
 CP2096* NAD 83(1986)-  32 19 13.     (N)    091 50 51.     (W)     SCALED    
 CP2096* NAVD 88     -        22.21   (+/-2cm)      72.9    (feet)  VERTCON   
 CP2096  ___________________________________________________________________
 CP2096  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP2096
 CP2096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2096
 CP2096.The horizontal coordinates were scaled from a topographic map and have
 CP2096.an estimated accuracy of +/- 6 seconds.
 CP2096
 CP2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2096.The vertical order pertains to the NGVD 29 superseded value.
 CP2096
 CP2096.The geoid height was determined by GEOID03.
 CP2096
 CP2096;                    North         East    Units  Estimated Accuracy
 CP2096;SPC LA N     -   202,010.    1,061,440.      MT  (+/- 180 meters Scaled)
 CP2096
 CP2096                          SUPERSEDED SURVEY CONTROL
 CP2096
 CP2096  NGVD 29 (??/??/92)   22.233  (m)           72.94   (f) ADJ UNCH    2 0
 CP2096
 CP2096.Superseded values are not recommended for survey control.
 CP2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2096.See file dsdata.txt to determine how the superseded data were derived.
 CP2096
 CP2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR084765(NAD 83)
 CP2096_MARKER: DB = BENCH MARK DISK
 CP2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2096_STAMPING: 42V7 1970
 CP2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2096+STABILITY: SURFACE MOTION
 CP2096
 CP2096  HISTORY     - Date     Condition        Report By
 CP2096  HISTORY     - 1970     MONUMENTED       LADH
 CP2096
 CP2096                          STATION DESCRIPTION
 CP2096
 CP2096'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2096'3.70 MI W FROM MANGHAM.
 CP2096'ABOUT 3.70 MILES WEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2096'ENTRANCE TO MANGHAM HIGH SCHOOL TO THE MARK.  IT IS 99.0 FEET SOUTH OF
 CP2096'THE CENTERLINE OF LOUISIANA HIGHWAY 132, 6.5 FEET NORTH OF A FENCE
 CP2096'CORNER, 87.0 FEET SOUTHEAST OF A POWER POLE, 80.0 FEET EAST OF THE
 CP2096'CENTERLINE OF A GRAVEL ROAD, 72.0 FEET SOUTH OF A FENCE CORNER.  SET
 CP2096'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL
 CP2096'WITNESS POST IS SET 1.5 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2465 ***********************************************************************
 CP2465  DESIGNATION -  42 V 7
 CP2465  PID         -  CP2465
 CP2465  STATE/COUNTY-  LA/RICHLAND
 CP2465  USGS QUAD   -  EPPS (1986)
 CP2465
 CP2465                         *CURRENT SURVEY CONTROL
 CP2465  ___________________________________________________________________
 CP2465* NAD 83(1986)-  32 32 25.     (N)    091 29 50.     (W)     SCALED    
 CP2465* NAVD 88     -        27.857  (meters)      91.39   (feet)  ADJUSTED  
 CP2465  ___________________________________________________________________
 CP2465  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CP2465  DYNAMIC HT  -          27.826 (meters)      91.29  (feet)  COMP
 CP2465  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CP2465
 CP2465  VERT ORDER  -  SECOND    CLASS I
 CP2465
 CP2465.The horizontal coordinates were scaled from a topographic map and have
 CP2465.an estimated accuracy of +/- 6 seconds.
 CP2465
 CP2465.The orthometric height was determined by differential leveling
 CP2465.and adjusted by the National Geodetic Survey in June 1991..
 CP2465
 CP2465.The geoid height was determined by GEOID03.
 CP2465
 CP2465.The dynamic height is computed by dividing the NAVD 88
 CP2465.geopotential number by the normal gravity value computed on the
 CP2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2465.degrees latitude (g = 980.6199 gals.).
 CP2465
 CP2465.The modeled gravity was interpolated from observed gravity values.
 CP2465
 CP2465;                    North         East    Units  Estimated Accuracy
 CP2465;SPC LA N     -   226,660.    1,094,190.      MT  (+/- 180 meters Scaled)
 CP2465
 CP2465                          SUPERSEDED SURVEY CONTROL
 CP2465
 CP2465.No superseded survey control is available for this station.
 CP2465
 CP2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS411013(NAD 83)
 CP2465_MARKER: DB = BENCH MARK DISK
 CP2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2465_SP_SET: CONCRETE POST
 CP2465_STAMPING: 42 V 7 1985
 CP2465_MARK LOGO: LADTD 
 CP2465_PROJECTION: FLUSH
 CP2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2465+STABILITY: SURFACE MOTION
 CP2465
 CP2465  HISTORY     - Date     Condition        Report By
 CP2465  HISTORY     - 1985     MONUMENTED       LADTD
 CP2465
 CP2465                          STATION DESCRIPTION
 CP2465
 CP2465'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2465'10.5 KM (6.5 MI) NORTH FROM DELHI.
 CP2465'ABOUT 10.5 KM (6.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2465'IN DELHI TO THE BENCH MARK ON THE RIGHT 0.3 KM (0.2 MI) NORTH OF
 CP2465'STATE HIGHWAY 855 AT WARDEN, 17.1 METERS (56 FEET) EAST OF THE
 CP2465'CENTERLINE OF STATE HIGHWAY 17, 11.1 METERS (36.5 FEET)
 CP2465'NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT UNDER A
 CP2465'DRIVEWAY LEADING TO A BROWN SHACK, 0.9 METERS (3 FEET) SOUTH OF A
 CP2465'POWER POLE WITH A NIGHT LIGHT AND 0.6 METERS (2 FEET) SOUTH OF A SIX
 CP2465'STRAND BARBED WIRE FENCE.
 CP2465'THE MARK IS 1.98 METERS  E FROM A WITNESS POST.
 CP2465'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2097 ***********************************************************************
 CP2097  DESIGNATION -  42 V 8
 CP2097  PID         -  CP2097
 CP2097  STATE/COUNTY-  LA/RICHLAND
 CP2097  USGS QUAD   -  MANGHAM (1982)
 CP2097
 CP2097                         *CURRENT SURVEY CONTROL
 CP2097  ___________________________________________________________________
 CP2097* NAD 83(1986)-  32 19 13.     (N)    091 51 56.     (W)     SCALED    
 CP2097* NAVD 88     -        21.16   (+/-2cm)      69.4    (feet)  VERTCON   
 CP2097  ___________________________________________________________________
 CP2097  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP2097
 CP2097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2097
 CP2097.The horizontal coordinates were scaled from a topographic map and have
 CP2097.an estimated accuracy of +/- 6 seconds.
 CP2097
 CP2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2097.The vertical order pertains to the NGVD 29 superseded value.
 CP2097
 CP2097.The geoid height was determined by GEOID03.
 CP2097
 CP2097;                    North         East    Units  Estimated Accuracy
 CP2097;SPC LA N     -   202,000.    1,059,740.      MT  (+/- 180 meters Scaled)
 CP2097
 CP2097                          SUPERSEDED SURVEY CONTROL
 CP2097
 CP2097  NGVD 29 (??/??/92)   21.191  (m)           69.52   (f) ADJ UNCH    2 0
 CP2097
 CP2097.Superseded values are not recommended for survey control.
 CP2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2097.See file dsdata.txt to determine how the superseded data were derived.
 CP2097
 CP2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR067765(NAD 83)
 CP2097_MARKER: DB = BENCH MARK DISK
 CP2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2097_STAMPING: 42V8 1970
 CP2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2097+STABILITY: SURFACE MOTION
 CP2097
 CP2097  HISTORY     - Date     Condition        Report By
 CP2097  HISTORY     - 1970     MONUMENTED       LADH
 CP2097
 CP2097                          STATION DESCRIPTION
 CP2097
 CP2097'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2097'4.75 MI W FROM MANGHAM.
 CP2097'ABOUT 4.75 MILES WEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2097'ENTRANCE TO MANGHAM HIGH SCHOOL TO THE MARK.  IT IS 104.0 FEET SOUTH
 CP2097'OF THE CENTERLINE OF LOUISIANA HIGHWAY, 5.0 FEET NORTH OF A 36 INCH
 CP2097'BLACK WALNUT TREE, 15.5 FEET NORTHEAST OF A MASONERY BAR B. Q PIT,
 CP2097'84.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME RESIDENCE
 CP2097'BELONGING TO JOHN F. BOUGHTON.  SET IN TOP OF A CONCRETE POST
 CP2097'PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP2097'FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2466 ***********************************************************************
 CP2466  DESIGNATION -  42 V 8
 CP2466  PID         -  CP2466
 CP2466  STATE/COUNTY-  LA/RICHLAND
 CP2466  USGS QUAD   -  EPPS (1986)
 CP2466
 CP2466                         *CURRENT SURVEY CONTROL
 CP2466  ___________________________________________________________________
 CP2466* NAD 83(1986)-  32 33 15.     (N)    091 29 46.     (W)     SCALED    
 CP2466* NAVD 88     -        27.917  (meters)      91.59   (feet)  ADJUSTED  
 CP2466  ___________________________________________________________________
 CP2466  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2466  DYNAMIC HT  -          27.886 (meters)      91.49  (feet)  COMP
 CP2466  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 CP2466
 CP2466  VERT ORDER  -  SECOND    CLASS I
 CP2466
 CP2466.The horizontal coordinates were scaled from a topographic map and have
 CP2466.an estimated accuracy of +/- 6 seconds.
 CP2466
 CP2466.The orthometric height was determined by differential leveling
 CP2466.and adjusted by the National Geodetic Survey in June 1991..
 CP2466
 CP2466.The geoid height was determined by GEOID03.
 CP2466
 CP2466.The dynamic height is computed by dividing the NAVD 88
 CP2466.geopotential number by the normal gravity value computed on the
 CP2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2466.degrees latitude (g = 980.6199 gals.).
 CP2466
 CP2466.The modeled gravity was interpolated from observed gravity values.
 CP2466
 CP2466;                    North         East    Units  Estimated Accuracy
 CP2466;SPC LA N     -   228,200.    1,094,280.      MT  (+/- 180 meters Scaled)
 CP2466
 CP2466                          SUPERSEDED SURVEY CONTROL
 CP2466
 CP2466.No superseded survey control is available for this station.
 CP2466
 CP2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS411028(NAD 83)
 CP2466_MARKER: DB = BENCH MARK DISK
 CP2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2466_SP_SET: CONCRETE POST
 CP2466_STAMPING: 42 V 8 1985
 CP2466_MARK LOGO: LADTD 
 CP2466_PROJECTION: FLUSH
 CP2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2466+STABILITY: SURFACE MOTION
 CP2466
 CP2466  HISTORY     - Date     Condition        Report By
 CP2466  HISTORY     - 1985     MONUMENTED       LADTD
 CP2466
 CP2466                          STATION DESCRIPTION
 CP2466
 CP2466'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2466'12.1 KM (7.5 MI) NORTH FROM DELHI.
 CP2466'ABOUT 12.1 KM (7.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2466'IN DELHI TO THE BENCH MARK ON THE RIGHT, 20.3 METERS (66.5 FEET)
 CP2466'NORTH OF THE NORTH END OF A METAL CULVERT UNDER A DRIVEWAY LEADING TO
 CP2466'A BRICK HOUSE, 18.6 METERS (61 FEET) WEST-NORTHWEST FROM THE
 CP2466'NORTHWEST CORNER OF A BROWN BRICK HOUSE BELONGING TO THRESA OLIVER,
 CP2466'15.1 METERS (49.5 FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY 17
 CP2466'AND 1.1 METERS (3.5 FEET) NORTHWEST FROM A FOUR STRAND BARBED WIRE
 CP2466'FENCE CORNER.
 CP2466'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CP2466'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2098 ***********************************************************************
 CP2098  DESIGNATION -  42 V 9
 CP2098  PID         -  CP2098
 CP2098  STATE/COUNTY-  LA/RICHLAND
 CP2098  USGS QUAD   -  GILLEYVILLE (1982)
 CP2098
 CP2098                         *CURRENT SURVEY CONTROL
 CP2098  ___________________________________________________________________
 CP2098* NAD 83(1986)-  32 19 13.     (N)    091 52 41.     (W)     SCALED    
 CP2098* NAVD 88     -        20.19   (+/-2cm)      66.2    (feet)  VERTCON   
 CP2098  ___________________________________________________________________
 CP2098  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP2098
 CP2098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2098
 CP2098.The horizontal coordinates were scaled from a topographic map and have
 CP2098.an estimated accuracy of +/- 6 seconds.
 CP2098
 CP2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2098.The vertical order pertains to the NGVD 29 superseded value.
 CP2098
 CP2098.The geoid height was determined by GEOID03.
 CP2098
 CP2098;                    North         East    Units  Estimated Accuracy
 CP2098;SPC LA N     -   201,990.    1,058,560.      MT  (+/- 180 meters Scaled)
 CP2098
 CP2098                          SUPERSEDED SURVEY CONTROL
 CP2098
 CP2098  NGVD 29 (??/??/92)   20.217  (m)           66.33   (f) ADJ UNCH    2 0
 CP2098
 CP2098.Superseded values are not recommended for survey control.
 CP2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2098.See file dsdata.txt to determine how the superseded data were derived.
 CP2098
 CP2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR056764(NAD 83)
 CP2098_MARKER: DB = BENCH MARK DISK
 CP2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2098_STAMPING: 42V9 1970
 CP2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2098+STABILITY: SURFACE MOTION
 CP2098
 CP2098  HISTORY     - Date     Condition        Report By
 CP2098  HISTORY     - 1970     MONUMENTED       LADH
 CP2098
 CP2098                          STATION DESCRIPTION
 CP2098
 CP2098'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP2098'5.45 MI W FROM MANGHAM.
 CP2098'ABOUT 5.45 MILES WEST ALONG LOUISIANA HIGHWAY 132 FROM THE MAIN
 CP2098'ENTRANCE TO MANGHAM HIGH SCHOOL TO THE MARK.  IT IS 60.0 FEET
 CP2098'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 132, 1.0 FOOT EAST OF
 CP2098'A POWER POLE, 14.0 FEET SOUTHEAST OF THE CENTERLINE OF AN IRRIGATION
 CP2098'DITCH, 115.0 FEET SOUTHEAST OF A 36 INCH PIN OAK TREE. SET IN TOP OF A
 CP2098'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP2098'IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2467 ***********************************************************************
 CP2467  DESIGNATION -  42 V 9
 CP2467  PID         -  CP2467
 CP2467  STATE/COUNTY-  LA/RICHLAND
 CP2467  USGS QUAD   -  EPPS (1986)
 CP2467
 CP2467                         *CURRENT SURVEY CONTROL
 CP2467  ___________________________________________________________________
 CP2467* NAD 83(1986)-  32 34 02.     (N)    091 29 34.     (W)     SCALED    
 CP2467* NAVD 88     -        28.114  (meters)      92.24   (feet)  ADJUSTED  
 CP2467  ___________________________________________________________________
 CP2467  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP2467  DYNAMIC HT  -          28.083 (meters)      92.14  (feet)  COMP
 CP2467  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 CP2467
 CP2467  VERT ORDER  -  SECOND    CLASS I
 CP2467
 CP2467.The horizontal coordinates were scaled from a topographic map and have
 CP2467.an estimated accuracy of +/- 6 seconds.
 CP2467
 CP2467.The orthometric height was determined by differential leveling
 CP2467.and adjusted by the National Geodetic Survey in June 1991..
 CP2467
 CP2467.The geoid height was determined by GEOID03.
 CP2467
 CP2467.The dynamic height is computed by dividing the NAVD 88
 CP2467.geopotential number by the normal gravity value computed on the
 CP2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2467.degrees latitude (g = 980.6199 gals.).
 CP2467
 CP2467.The modeled gravity was interpolated from observed gravity values.
 CP2467
 CP2467;                    North         East    Units  Estimated Accuracy
 CP2467;SPC LA N     -   229,650.    1,094,580.      MT  (+/- 180 meters Scaled)
 CP2467
 CP2467                          SUPERSEDED SURVEY CONTROL
 CP2467
 CP2467.No superseded survey control is available for this station.
 CP2467
 CP2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS414043(NAD 83)
 CP2467_MARKER: DB = BENCH MARK DISK
 CP2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2467_SP_SET: CONCRETE POST
 CP2467_STAMPING: 42 V 9 1985
 CP2467_MARK LOGO: LADTD 
 CP2467_PROJECTION: RECESSED 3 CENTIMETERS
 CP2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2467+STABILITY: SURFACE MOTION
 CP2467
 CP2467  HISTORY     - Date     Condition        Report By
 CP2467  HISTORY     - 1985     MONUMENTED       LADTD
 CP2467
 CP2467                          STATION DESCRIPTION
 CP2467
 CP2467'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2467'13.7 KM (8.5 MI) NORTH FROM DELHI.
 CP2467'ABOUT 13.7 KM (8.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2467'IN DELHI TO THE BENCH MARK ON THE RIGHT, 15.1 METERS (49.5 FEET)
 CP2467'EAST- SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 17, 17.9 METERS
 CP2467'(59 FEET) NORTH-NORTHWEST FROM THE NORTHERN MOST PINE TREE, 5.2
 CP2467'METERS (17 FEET) EAST-SOUTHEAST FROM THE NORTH END OF A CONCRETE
 CP2467'CULVERT, 3.9 METERS (13 FEET) NORTH OF THE CENTER OF A METAL GATE AND
 CP2467'0.8 METERS (2.5 FEET) WEST OF A NET WIRE FENCE.
 CP2467'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 CP2467'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8261 ***********************************************************************
 AC8261  DESIGNATION -  420 RESET
 AC8261  PID         -  AC8261
 AC8261  STATE/COUNTY-  LA/EAST BATON ROUGE
 AC8261  USGS QUAD   -  COMITE (1996)
 AC8261
 AC8261                         *CURRENT SURVEY CONTROL
 AC8261  ___________________________________________________________________
 AC8261* NAD 83(1986)-  30 32 46.     (N)    091 03 11.     (W)     SCALED    
 AC8261* NAVD 88     -        18.88   (meters)      61.9    (feet)  RESET     
 AC8261  ___________________________________________________________________
 AC8261  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AC8261
 AC8261  VERT ORDER  -  THIRD
 AC8261
 AC8261.The horizontal coordinates were scaled from a topographic map and have
 AC8261.an estimated accuracy of +/- 6 seconds.
 AC8261
 AC8261.The orthometric height was computed from unverified reset data.
 AC8261
 AC8261.The geoid height was determined by GEOID03.
 AC8261
 AC8261;                    North         East    Units  Estimated Accuracy
 AC8261;SPC LA S     -   226,840.    1,026,890.      MT  (+/- 180 meters Scaled)
 AC8261
 AC8261                          SUPERSEDED SURVEY CONTROL
 AC8261
 AC8261.No superseded survey control is available for this station.
 AC8261
 AC8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP867809(NAD 83)
 AC8261_MARKER: DD = SURVEY DISK
 AC8261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8261_STAMPING: 420 RESET 1995
 AC8261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8261+STABILITY: SURFACE MOTION
 AC8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8261+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8261
 AC8261  HISTORY     - Date     Condition        Report By
 AC8261  HISTORY     - 1995     MONUMENTED       LADTD
 AC8261
 AC8261                          STATION DESCRIPTION
 AC8261
 AC8261'DESCRIBED BY LA TRANSP AND DEV 1995 (SLC)
 AC8261'THE STATION IS LOCATED APPROXIMATELY 360.0 FT (109.7 M) SOUTH OF THE
 AC8261'JUNCTION OF STATE HIGHWAYS 408 AND 946 IN THE COMMUNITY OF CENTRAL,
 AC8261'SET NEAR THE NORTHWEST CORNER OF THE ZOAR BAPTIST CHURCH CEMENTRY.
 AC8261'OWNERSHIP--ZOAR BAPTIST CHURCH. THE STATION IS 33.0 FT (10.1 M) WEST
 AC8261'FROM THE CENTER OF HIGHWAY 946 (JOAR ROAD) , 20.0 FT (6.1 M)
 AC8261'NORTH-NORTHWEST FROM POWER POLE NUMER L15538-30 A, 18.5 FT (5.6 M)
 AC8261'SOUTH FROM THE CENTER OF A CONCRETE DRIVE LEADING INTO THE CHURCH
 AC8261'PARKING LOT, 5.5 FT (1.7 M) NORTH FROM THE NORTHEAST CORNER OF A BRICK
 AC8261'AND WROUGHT IRON FENCE AROUND THE CEMENTRY, 5.0 FT (1.5 M) NORTH FROM
 AC8261'A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT
 AC8261'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4012 ***********************************************************************
 BJ4012  DESIGNATION -  424
 BJ4012  PID         -  BJ4012
 BJ4012  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4012  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4012
 BJ4012                         *CURRENT SURVEY CONTROL
 BJ4012  ___________________________________________________________________
 BJ4012* NAD 83(1986)-  30 33 05.     (N)    091 08 10.     (W)     SCALED    
 BJ4012* NAVD 88     -        17.830  (meters)      58.50   (feet)  ADJUSTED  
 BJ4012  ___________________________________________________________________
 BJ4012  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4012  DYNAMIC HT  -          17.807 (meters)      58.42  (feet)  COMP
 BJ4012  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ4012
 BJ4012  VERT ORDER  -  SECOND    CLASS II
 BJ4012
 BJ4012.The horizontal coordinates were scaled from a topographic map and have
 BJ4012.an estimated accuracy of +/- 6 seconds.
 BJ4012
 BJ4012.The orthometric height was determined by differential leveling
 BJ4012.and adjusted by the National Geodetic Survey in February 1994..
 BJ4012
 BJ4012.The geoid height was determined by GEOID03.
 BJ4012
 BJ4012.The dynamic height is computed by dividing the NAVD 88
 BJ4012.geopotential number by the normal gravity value computed on the
 BJ4012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4012.degrees latitude (g = 980.6199 gals.).
 BJ4012
 BJ4012.The modeled gravity was interpolated from observed gravity values.
 BJ4012
 BJ4012;                    North         East    Units  Estimated Accuracy
 BJ4012;SPC LA S     -   227,400.    1,018,920.      MT  (+/- 180 meters Scaled)
 BJ4012
 BJ4012                          SUPERSEDED SURVEY CONTROL
 BJ4012
 BJ4012.No superseded survey control is available for this station.
 BJ4012
 BJ4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP787813(NAD 83)
 BJ4012_MARKER: DB = BENCH MARK DISK
 BJ4012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4012_SP_SET: CONCRETE POST
 BJ4012_STAMPING: 424
 BJ4012_MARK LOGO: LA-033
 BJ4012_PROJECTION: FLUSH
 BJ4012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4012+STABILITY: SURFACE MOTION
 BJ4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4012+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 BJ4012
 BJ4012  HISTORY     - Date     Condition        Report By
 BJ4012  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4012  HISTORY     - 1987     GOOD             LA-033
 BJ4012  HISTORY     - 20050802 GOOD             SJB
 BJ4012
 BJ4012                          STATION DESCRIPTION
 BJ4012
 BJ4012'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4012'IN BROWNSFIELD.
 BJ4012'IN BROWNSFIELD, 0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 67 (PLANK
 BJ4012'ROAD) FROM THE INTERSECTION OF HIGHWAY 67 AND KLEINPETER ROAD TO
 BJ4012'BUSTERS SUPERMARKET ON THE LEFT AND THE BENCH MARK ON THE LEFT IN THE
 BJ4012'NORTHWEST CORNER OF THE SUPERMARKET PARKING LOT, 10.7 METERS (35 FT)
 BJ4012'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY AND 0.6
 BJ4012'METERS (2 FEET) SOUTH OF A CHAIN LINK FENCE.
 BJ4012'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 BJ4012'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ4012
 BJ4012                          STATION RECOVERY (2005)
 BJ4012
 BJ4012'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ4012'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4006 ***********************************************************************
 BJ4006  DESIGNATION -  425
 BJ4006  PID         -  BJ4006
 BJ4006  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4006  USGS QUAD   -  COMITE (1996)
 BJ4006
 BJ4006                         *CURRENT SURVEY CONTROL
 BJ4006  ___________________________________________________________________
 BJ4006* NAD 83(1986)-  30 33 32.     (N)    091 07 17.     (W)     SCALED    
 BJ4006* NAVD 88     -        20.881  (meters)      68.51   (feet)  ADJUSTED  
 BJ4006  ___________________________________________________________________
 BJ4006  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4006  DYNAMIC HT  -          20.854 (meters)      68.42  (feet)  COMP
 BJ4006  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ4006
 BJ4006  VERT ORDER  -  SECOND    CLASS II
 BJ4006
 BJ4006.The horizontal coordinates were scaled from a topographic map and have
 BJ4006.an estimated accuracy of +/- 6 seconds.
 BJ4006
 BJ4006.The orthometric height was determined by differential leveling
 BJ4006.and adjusted by the National Geodetic Survey in February 1994..
 BJ4006
 BJ4006.The geoid height was determined by GEOID03.
 BJ4006
 BJ4006.The dynamic height is computed by dividing the NAVD 88
 BJ4006.geopotential number by the normal gravity value computed on the
 BJ4006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4006.degrees latitude (g = 980.6199 gals.).
 BJ4006
 BJ4006.The modeled gravity was interpolated from observed gravity values.
 BJ4006
 BJ4006;                    North         East    Units  Estimated Accuracy
 BJ4006;SPC LA S     -   228,240.    1,020,330.      MT  (+/- 180 meters Scaled)
 BJ4006
 BJ4006                          SUPERSEDED SURVEY CONTROL
 BJ4006
 BJ4006.No superseded survey control is available for this station.
 BJ4006
 BJ4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP801822(NAD 83)
 BJ4006_MARKER: DB = BENCH MARK DISK
 BJ4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4006_SP_SET: CONCRETE POST
 BJ4006_STAMPING: 425
 BJ4006_MARK LOGO: LA-033
 BJ4006_PROJECTION: FLUSH
 BJ4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4006+STABILITY: SURFACE MOTION
 BJ4006
 BJ4006  HISTORY     - Date     Condition        Report By
 BJ4006  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4006  HISTORY     - 1987     GOOD             LA-033
 BJ4006
 BJ4006                          STATION DESCRIPTION
 BJ4006
 BJ4006'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4006'1.3 KM (0.8 MI) EAST FROM BROWNSFIELD.
 BJ4006'ABOUT 1.3 KM (0.8 MI) EAST ON COMITE DRIVE FROM THE INTERSECTION OF
 BJ4006'COMITE DRIVE AND STATE HIGHWAY 67 (PLANK ROAD) IN BROWNSFIELD TO THE
 BJ4006'BENCH MARK ON THE RIGHT, 24.4 METERS (80 FT) WEST OF THE CENTERLINE
 BJ4006'OF FOSTER ROAD, 20.4 METERS (67 FT) NORTHWEST OF A CONCRETE RIGHT-OF-
 BJ4006'WAY MARKER POST, 18.3 METERS (60 FT) SOUTHEAST OF A CONCRETE RIGHT-
 BJ4006'OF-WAY MARKER POST, 16.2 METERS (53 FT) SOUTH OF THE CENTER OF COMITE
 BJ4006'DRIVE AND 0.6 METERS (2 FT) NORTHEAST OF A CHAIN LINK FENCE.
 BJ4006'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ4006'THE MARK IS 0.60 M ABOVE COMITE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2781 ***********************************************************************
 BJ2781  DESIGNATION -  42.5 USE
 BJ2781  PID         -  BJ2781
 BJ2781  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2781  USGS QUAD   -  LOTTIE (1994)
 BJ2781
 BJ2781                         *CURRENT SURVEY CONTROL
 BJ2781  ___________________________________________________________________
 BJ2781* NAD 83(1986)-  30 30 56.     (N)    091 43 06.     (W)     SCALED    
 BJ2781* NAVD 88     -         7.94   (+/-2cm)      26.0    (feet)  VERTCON   
 BJ2781  ___________________________________________________________________
 BJ2781  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2781
 BJ2781  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2781
 BJ2781.The horizontal coordinates were scaled from a topographic map and have
 BJ2781.an estimated accuracy of +/- 6 seconds.
 BJ2781
 BJ2781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2781.The vertical order pertains to the NGVD 29 superseded value.
 BJ2781
 BJ2781.The geoid height was determined by GEOID03.
 BJ2781
 BJ2781;                    North         East    Units  Estimated Accuracy
 BJ2781;SPC LA S     -   223,480.      963,050.      MT  (+/- 180 meters Scaled)
 BJ2781
 BJ2781                          SUPERSEDED SURVEY CONTROL
 BJ2781
 BJ2781  NGVD 29 (??/??/??)    7.958  (m)           26.11   (f) ADJUSTED    1 2
 BJ2781
 BJ2781.Superseded values are not recommended for survey control.
 BJ2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2781.See file dsdata.txt to determine how the superseded data were derived.
 BJ2781
 BJ2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP229766(NAD 83)
 BJ2781_MARKER: DD = SURVEY DISK
 BJ2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2781_STAMPING: 42.5 1948 M.S.L.
 BJ2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2781+STABILITY: SURFACE MOTION
 BJ2781
 BJ2781  HISTORY     - Date     Condition        Report By
 BJ2781  HISTORY     - 1948     MONUMENTED       DOD
 BJ2781  HISTORY     - 1965     GOOD             CGS
 BJ2781
 BJ2781                          STATION DESCRIPTION
 BJ2781
 BJ2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2781'3.5 MI SE FROM KROTZ SPRINGS.
 BJ2781'ABOUT 1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2781'STATION AT KROTZ SPRINGS, THENCE 2.4 MILES SOUTHEAST ALONG STATE ROAD
 BJ2781'975, AT THE SETTLEMENT OF SHERBURNE, 71 FEET EAST OF THE CENTER LINE
 BJ2781'OF THE STATE ROAD, 34 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 BJ2781'EAST, 13 FEET NORTH OF JIMS LANDING BAIT HOUSE, ABOUT LEVEL WITH THE
 BJ2781'STATE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BJ2781'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4004 ***********************************************************************
 BJ4004  DESIGNATION -  426
 BJ4004  PID         -  BJ4004
 BJ4004  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4004  USGS QUAD   -  COMITE (1996)
 BJ4004
 BJ4004                         *CURRENT SURVEY CONTROL
 BJ4004  ___________________________________________________________________
 BJ4004* NAD 83(1986)-  30 33 26.     (N)    091 05 59.     (W)     SCALED    
 BJ4004* NAVD 88     -        18.746  (meters)      61.50   (feet)  ADJUSTED  
 BJ4004  ___________________________________________________________________
 BJ4004  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4004  DYNAMIC HT  -          18.722 (meters)      61.42  (feet)  COMP
 BJ4004  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BJ4004
 BJ4004  VERT ORDER  -  SECOND    CLASS II
 BJ4004
 BJ4004.The horizontal coordinates were scaled from a topographic map and have
 BJ4004.an estimated accuracy of +/- 6 seconds.
 BJ4004
 BJ4004.The orthometric height was determined by differential leveling
 BJ4004.and adjusted by the National Geodetic Survey in February 1994..
 BJ4004
 BJ4004.The geoid height was determined by GEOID03.
 BJ4004
 BJ4004.The dynamic height is computed by dividing the NAVD 88
 BJ4004.geopotential number by the normal gravity value computed on the
 BJ4004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4004.degrees latitude (g = 980.6199 gals.).
 BJ4004
 BJ4004.The modeled gravity was interpolated from observed gravity values.
 BJ4004
 BJ4004;                    North         East    Units  Estimated Accuracy
 BJ4004;SPC LA S     -   228,060.    1,022,410.      MT  (+/- 180 meters Scaled)
 BJ4004
 BJ4004                          SUPERSEDED SURVEY CONTROL
 BJ4004
 BJ4004.No superseded survey control is available for this station.
 BJ4004
 BJ4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP822820(NAD 83)
 BJ4004_MARKER: DB = BENCH MARK DISK
 BJ4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4004_SP_SET: CONCRETE POST
 BJ4004_STAMPING: 426
 BJ4004_MARK LOGO: LA-033
 BJ4004_PROJECTION: FLUSH
 BJ4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4004+STABILITY: SURFACE MOTION
 BJ4004
 BJ4004  HISTORY     - Date     Condition        Report By
 BJ4004  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4004  HISTORY     - 1987     GOOD             LA-033
 BJ4004
 BJ4004                          STATION DESCRIPTION
 BJ4004
 BJ4004'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4004'3.4 KM (2.1 MI) EAST FROM BROWNSFIELD.
 BJ4004'ABOUT 3.4 KM (2.1 MI) EAST ALONG COMITE DRIVE FROM THE INTERSECTION
 BJ4004'OF COMITE DRIVE AND STATE HIGHWAY 67 (PLANK ROAD) IN BROWNSFIELD TO
 BJ4004'THE MARK AND CLINE DRIVE ON THE RIGHT, 23.4 METERS (78 FT) EAST OF A
 BJ4004'50-INCH PECAN TREE, 11.9 METERS (39 FT) NORTH OF A 12-INCH MAGNOLIA
 BJ4004'TREE, 8.2 METERS (27 FT) SOUTHWEST OF THE CENTERLINE OF COMITE DRIVE
 BJ4004'9.4 METERS (31 FT) SOUTHEAST OF THE CENTER OF CLINE DRIVE AND 0.30
 BJ4004'METERS (1 FT) EAST OF A STEEL POST SUPPORTING LARGE SIGN, THE NORTON
 BJ4004'RENFRODES.
 BJ4004'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4004'THE MARK IS ABOVE LEVEL WITH COMITE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4007 ***********************************************************************
 BJ4007  DESIGNATION -  427
 BJ4007  PID         -  BJ4007
 BJ4007  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4007  USGS QUAD   -  COMITE (1996)
 BJ4007
 BJ4007                         *CURRENT SURVEY CONTROL
 BJ4007  ___________________________________________________________________
 BJ4007* NAD 83(1986)-  30 32 56.     (N)    091 05 26.     (W)     SCALED    
 BJ4007* NAVD 88     -        17.838  (meters)      58.52   (feet)  ADJUSTED  
 BJ4007  ___________________________________________________________________
 BJ4007  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4007  DYNAMIC HT  -          17.814 (meters)      58.44  (feet)  COMP
 BJ4007  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ4007
 BJ4007  VERT ORDER  -  SECOND    CLASS II
 BJ4007
 BJ4007.The horizontal coordinates were scaled from a topographic map and have
 BJ4007.an estimated accuracy of +/- 6 seconds.
 BJ4007
 BJ4007.The orthometric height was determined by differential leveling
 BJ4007.and adjusted by the National Geodetic Survey in February 1994..
 BJ4007
 BJ4007.The geoid height was determined by GEOID03.
 BJ4007
 BJ4007.The dynamic height is computed by dividing the NAVD 88
 BJ4007.geopotential number by the normal gravity value computed on the
 BJ4007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4007.degrees latitude (g = 980.6199 gals.).
 BJ4007
 BJ4007.The modeled gravity was interpolated from observed gravity values.
 BJ4007
 BJ4007;                    North         East    Units  Estimated Accuracy
 BJ4007;SPC LA S     -   227,140.    1,023,290.      MT  (+/- 180 meters Scaled)
 BJ4007
 BJ4007                          SUPERSEDED SURVEY CONTROL
 BJ4007
 BJ4007.No superseded survey control is available for this station.
 BJ4007
 BJ4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP831811(NAD 83)
 BJ4007_MARKER: DB = BENCH MARK DISK
 BJ4007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4007_SP_SET: CONCRETE POST
 BJ4007_STAMPING: 427
 BJ4007_MARK LOGO: LA-033
 BJ4007_PROJECTION: FLUSH
 BJ4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4007+STABILITY: SURFACE MOTION
 BJ4007
 BJ4007  HISTORY     - Date     Condition        Report By
 BJ4007  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4007  HISTORY     - 1987     GOOD             LA-033
 BJ4007
 BJ4007                          STATION DESCRIPTION
 BJ4007
 BJ4007'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4007'5 KM (3.1 MI) WEST FROM BROWNSFIELD.
 BJ4007'ABOUT 5.2 KM (3.2 MI) EAST ON COMITE DRIVE FROM THE INTERSECTION OF
 BJ4007'COMITE DRIVE AND STATE HIGHWAY 67 (PLANK ROAD) TO THE JUNCTION WITH
 BJ4007'BLACKWATER ROAD AND THE END OF COMITE DRIVE, CONTINUE SOUTHEAST ON
 BJ4007'BLACKWATER ROAD FOR 0.4 KM (0.25 MI) TO LOUDON ROAD ON THE RIGHT AND
 BJ4007'THE BENCH MARK ON THE LEFT, 20.7 METERS (68 FT) NORTHEAST OF A CORNER
 BJ4007'FENCE POST, 12.2 METERS (40 FT) EAST OF THE CENTERLINE OF BLACKWATER
 BJ4007'ROAD, 5.8 METERS (19 FT) EAST-SOUTHEAST OF THE EAST END OF A CONCRETE
 BJ4007'CULVERT UNDER BLACKWATER ROAD, 0.60 METERS (2 FT) WEST OF A FENCE
 BJ4007'LINE AND EAST ACROSS BLACKWATER ROAD FROM THE CENTER OF LOUDON ROAD.
 BJ4007'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ4007'THE MARK IS 0.30 M BELOW BLACKWATER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1285 ***********************************************************************
 BK1285  DESIGNATION -  4277 LAGS
 BK1285  PID         -  BK1285
 BK1285  STATE/COUNTY-  LA/VERNON
 BK1285  USGS QUAD   -  ROSEPINE (1994)
 BK1285
 BK1285                         *CURRENT SURVEY CONTROL
 BK1285  ___________________________________________________________________
 BK1285* NAD 83(1986)-  30 54 06.     (N)    093 17 17.     (W)     SCALED    
 BK1285* NAVD 88     -        54.55   (+/-2cm)     179.0    (feet)  VERTCON   
 BK1285  ___________________________________________________________________
 BK1285  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BK1285
 BK1285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1285
 BK1285.The horizontal coordinates were scaled from a topographic map and have
 BK1285.an estimated accuracy of +/- 6 seconds.
 BK1285
 BK1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1285.The vertical order pertains to the NGVD 29 superseded value.
 BK1285
 BK1285.The geoid height was determined by GEOID03.
 BK1285
 BK1285;                    North         East    Units  Estimated Accuracy
 BK1285;SPC LA N     -    44,810.      924,660.      MT  (+/- 180 meters Scaled)
 BK1285
 BK1285                          SUPERSEDED SURVEY CONTROL
 BK1285
 BK1285  NGVD 29 (??/??/??)   54.703  (m)          179.47   (f) ADJUSTED    2 0
 BK1285
 BK1285.Superseded values are not recommended for survey control.
 BK1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1285.See file dsdata.txt to determine how the superseded data were derived.
 BK1285
 BK1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ724187(NAD 83)
 BK1285_MARKER: DD = SURVEY DISK
 BK1285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1285_SP_SET: BLOCK
 BK1285_STAMPING: 4277
 BK1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1285
 BK1285  HISTORY     - Date     Condition        Report By
 BK1285  HISTORY     - UNK      MONUMENTED       LAGS
 BK1285  HISTORY     - 1972     GOOD             LADTD
 BK1285  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1285  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1285
 BK1285                          STATION DESCRIPTION
 BK1285
 BK1285'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1285'1.3 MI S FROM ROSEPINE.
 BK1285'LOCATED ABOUT 1.3 MILES SOUTH ALONG UNITED STATES HIGHWAY 171 FROM THE
 BK1285'POST OFFICE AT ROSEPINE.  0.4 MILES SOUTH OF B.M. 58V47.  0.1 MILES
 BK1285'SOUTH OF THE SOUTH END OF A CONCRETE BRIDGE ON UNITED STATES HIGHWAY
 BK1285'171.  65 FEET WEST OF THE CENTER OF UNITED STATES HIGHWAY 171. 59 FEET
 BK1285'NORTHWEST OF A POWER POLE ON WEST SIDE OF UNITED STATES HIGHWAY 171.
 BK1285'SET IN THE TOP OF A CONCRETE BLOCK PROJECTING 2 INCHES ABOVE THE
 BK1285'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BK1285
 BK1285                          STATION RECOVERY (1994)
 BK1285
 BK1285'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1285'MARK NOT FOUND.
 BK1285
 BK1285                          STATION RECOVERY (2001)
 BK1285
 BK1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1285'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4008 ***********************************************************************
 BJ4008  DESIGNATION -  428
 BJ4008  PID         -  BJ4008
 BJ4008  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4008  USGS QUAD   -  COMITE (1996)
 BJ4008
 BJ4008                         *CURRENT SURVEY CONTROL
 BJ4008  ___________________________________________________________________
 BJ4008* NAD 83(1986)-  30 33 22.     (N)    091 04 57.     (W)     SCALED    
 BJ4008* NAVD 88     -        17.881  (meters)      58.66   (feet)  ADJUSTED  
 BJ4008  ___________________________________________________________________
 BJ4008  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4008  DYNAMIC HT  -          17.858 (meters)      58.59  (feet)  COMP
 BJ4008  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ4008
 BJ4008  VERT ORDER  -  SECOND    CLASS II
 BJ4008
 BJ4008.The horizontal coordinates were scaled from a topographic map and have
 BJ4008.an estimated accuracy of +/- 6 seconds.
 BJ4008
 BJ4008.The orthometric height was determined by differential leveling
 BJ4008.and adjusted by the National Geodetic Survey in February 1994..
 BJ4008
 BJ4008.The geoid height was determined by GEOID03.
 BJ4008
 BJ4008.The dynamic height is computed by dividing the NAVD 88
 BJ4008.geopotential number by the normal gravity value computed on the
 BJ4008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4008.degrees latitude (g = 980.6199 gals.).
 BJ4008
 BJ4008.The modeled gravity was interpolated from observed gravity values.
 BJ4008
 BJ4008;                    North         East    Units  Estimated Accuracy
 BJ4008;SPC LA S     -   227,940.    1,024,070.      MT  (+/- 180 meters Scaled)
 BJ4008
 BJ4008                          SUPERSEDED SURVEY CONTROL
 BJ4008
 BJ4008.No superseded survey control is available for this station.
 BJ4008
 BJ4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP839819(NAD 83)
 BJ4008_MARKER: DB = BENCH MARK DISK
 BJ4008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4008_SP_SET: CONCRETE POST
 BJ4008_STAMPING: 428
 BJ4008_MARK LOGO: LA-033
 BJ4008_PROJECTION: FLUSH
 BJ4008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4008+STABILITY: SURFACE MOTION
 BJ4008
 BJ4008  HISTORY     - Date     Condition        Report By
 BJ4008  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4008  HISTORY     - 1987     GOOD             LA-033
 BJ4008
 BJ4008                          STATION DESCRIPTION
 BJ4008
 BJ4008'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4008'5 KM (3.1 MI) SE FROM BROWNSFIELD.
 BJ4008'FROM THE INTERSECTION OF COMITE DRIVE AND BLACKWATER ROAD ABOUT 5.2
 BJ4008'KM (3.2 MI) EAST OF BROWNSFIELD, GO NORTHEAST ON BLACKWATER ROAD FOR
 BJ4008'1.05 KM (0.65 MI) TO THE BENCH MARK ON THE LEFT, 20.4 METERS (67 FT)
 BJ4008'SOUTHWEST OF THE CENTERLINE OF TALMADGE CRUMHOLT ROAD, 13.4 METERS
 BJ4008'(44 FT) NORTHWEST OF THE CENTERLINE OF BLACKWATER ROAD AND 11.6
 BJ4008'METERS (38 FT) SOUTHWEST OF A PETROLEUM PIPE LINE SIGN.
 BJ4008'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ4008'THE MARK IS 0.60 M BELOW BLACKWATER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3055 ***********************************************************************
 CP3055  DESIGNATION -  42A001 LADH 1973
 CP3055  PID         -  CP3055
 CP3055  STATE/COUNTY-  LA/RICHLAND
 CP3055  USGS QUAD   -  RAYVILLE (1982)
 CP3055
 CP3055                         *CURRENT SURVEY CONTROL
 CP3055  ___________________________________________________________________
 CP3055* NAD 83(1992)-  32 28 18.94878(N)    091 50 07.54259(W)     ADJUSTED  
 CP3055* NAVD 88     -        23.1    (meters)      76.     (feet)  VERTCON   
 CP3055  ___________________________________________________________________
 CP3055  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CP3055  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3055
 CP3055  HORZ ORDER  -  SECOND
 CP3055
 CP3055.The horizontal coordinates were established by classical geodetic methods
 CP3055.and adjusted by the National Geodetic Survey in January 1993..
 CP3055
 CP3055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3055
 CP3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3055
 CP3055.The geoid height was determined by GEOID03.
 CP3055
 CP3055;                    North         East     Units Scale Factor Converg.
 CP3055;SPC LA N     -   218,833.253 1,062,470.865   MT  0.99996139   +0 21 04.9
 CP3055;SPC LA N     -   717,955.43  3,485,789.83   sFT  0.99996139   +0 21 04.9
 CP3055;UTM  15      - 3,593,344.713   609,436.065   MT  0.99974768   +0 37 31.1
 CP3055
 CP3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3055!SPC LA N     -   1.00000046  x   0.99996139  =   0.99996185
 CP3055!UTM  15      -   1.00000046  x   0.99974768  =   0.99974814
 CP3055
 CP3055:                Primary Azimuth Mark                     Grid Az
 CP3055:SPC LA N     -  42A002 LADH 1973                         100 28 50.5
 CP3055:UTM  15      -  42A002 LADH 1973                         100 12 24.3
 CP3055
 CP3055|---------------------------------------------------------------------|
 CP3055| PID    Reference Object                     Distance      Geod. Az  |
 CP3055|                                                           dddmmss.s |
 CP3055| CP3054 42A002 LADH 1973                    APPROX. 0.9 KM 1004955.4 |
 CP3055|---------------------------------------------------------------------|
 CP3055
 CP3055                          SUPERSEDED SURVEY CONTROL
 CP3055
 CP3055  NAD 83(1986)-  32 28 18.96126(N)    091 50 07.53536(W) AD(       ) 2
 CP3055  NAD 27      -  32 28 18.44815(N)    091 50 07.07760(W) AD(       ) 2
 CP3055  NGVD 29 (07/19/86)   23.1    (m)           76.     (f) VERT ANG       
 CP3055
 CP3055.Superseded values are not recommended for survey control.
 CP3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3055.See file dsdata.txt to determine how the superseded data were derived.
 CP3055
 CP3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0943693345(NAD 83)
 CP3055_MARKER: DD = SURVEY DISK
 CP3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3055+STABILITY: SURFACE MOTION
 CP3055
 CP3055  HISTORY     - Date     Condition        Report By
 CP3055  HISTORY     - 1973     MONUMENTED       LADTD
 CP3055
 CP3055                          STATION DESCRIPTION
 CP3055
 CP3055'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3055'THE STATION IS LOCATED 1.5 MILES SOUTHEAST OF START, 2 MILES
 CP3055'SOUTHWEST OF GIRARD, AND 7.5 MILES NORTHEAST OF RHYMES, IN THE
 CP3055'SOUTHEAST QUARTER OF SECTION 10, T17N-R6E, AND ON THE PROPERTY
 CP3055'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3055'
 CP3055'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP3055'133 INTERCHANGE, GO EAST ALONG INTERSTATE 20 FOR 1.5 MILES.  THE
 CP3055'STATION IS SET TO THE SOUTH OF THE HIGHWAY NEAR A CULVERT AND A
 CP3055'RIGHT-OF-WAY MARKER.
 CP3055'
 CP3055'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3055'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3055'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3055'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3055'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3055'STAMPED 42A001 1973.  THE MARK IS 145 FEET SOUTHEAST OF A
 CP3055'CONCRETE HEADWALL ON A CULVERT ON A CROSS-DRAIN UNDER
 CP3055'INTERSTATE 20, 99 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 CP3055'LANE ON INTERSTATE 20, 45 FEET NORTH OF THE CENTER OF A
 CP3055'BLACK-TOP ROAD, 14 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 CP3055'MARKER, 4 FEET NORTH OF A FENCE, AND 2 FEET WEST OF A
 CP3055'METAL WITNESS POST AND SIGN.
 CP3055'
 CP3055'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3054 ***********************************************************************
 CP3054  DESIGNATION -  42A002 LADH 1973
 CP3054  PID         -  CP3054
 CP3054  STATE/COUNTY-  LA/RICHLAND
 CP3054  USGS QUAD   -  RAYVILLE (1982)
 CP3054
 CP3054                         *CURRENT SURVEY CONTROL
 CP3054  ___________________________________________________________________
 CP3054* NAD 83(1992)-  32 28 13.65898(N)    091 49 34.93737(W)     ADJUSTED  
 CP3054* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 CP3054  ___________________________________________________________________
 CP3054  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CP3054  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP3054
 CP3054  HORZ ORDER  -  SECOND
 CP3054
 CP3054.The horizontal coordinates were established by classical geodetic methods
 CP3054.and adjusted by the National Geodetic Survey in January 1993..
 CP3054
 CP3054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3054
 CP3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3054
 CP3054.The geoid height was determined by GEOID03.
 CP3054
 CP3054;                    North         East     Units Scale Factor Converg.
 CP3054;SPC LA N     -   218,675.571 1,063,323.241   MT  0.99996115   +0 21 22.1
 CP3054;SPC LA N     -   717,438.10  3,488,586.33   sFT  0.99996115   +0 21 22.1
 CP3054;UTM  15      - 3,593,191.141   610,289.004   MT  0.99974999   +0 37 48.5
 CP3054
 CP3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3054!SPC LA N     -   0.99999910  x   0.99996115  =   0.99996025
 CP3054!UTM  15      -   0.99999910  x   0.99974999  =   0.99974909
 CP3054
 CP3054:                Primary Azimuth Mark                     Grid Az
 CP3054:SPC LA N     -  GIRARD 1970 AZ MK                        178 03 07.4
 CP3054:UTM  15      -  GIRARD 1970 AZ MK                        177 46 41.0
 CP3054
 CP3054|---------------------------------------------------------------------|
 CP3054| PID    Reference Object                     Distance      Geod. Az  |
 CP3054|                                                           dddmmss.s |
 CP3054| CP3053 GIRARD 1970 AZ MK                   APPROX. 0.9 KM 1782429.5 |
 CP3054| CP3048 GIRARD                              195.290 METERS 18122     |
 CP3054| CP3056 37D005 LADH 1973                    APPROX. 3.3 KM 2820859.7 |
 CP3054|---------------------------------------------------------------------|
 CP3054
 CP3054                          SUPERSEDED SURVEY CONTROL
 CP3054
 CP3054  NAD 83(1986)-  32 28 13.67141(N)    091 49 34.93011(W) AD(       ) 2
 CP3054  NAD 27      -  32 28 13.15839(N)    091 49 34.47313(W) AD(       ) 2
 CP3054  NGVD 29 (07/19/86)   31.8    (m)          104.     (f) VERT ANG       
 CP3054
 CP3054.Superseded values are not recommended for survey control.
 CP3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3054.See file dsdata.txt to determine how the superseded data were derived.
 CP3054
 CP3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1028993191(NAD 83)
 CP3054_MARKER: DD = SURVEY DISK
 CP3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3054+STABILITY: SURFACE MOTION
 CP3054
 CP3054  HISTORY     - Date     Condition        Report By
 CP3054  HISTORY     - 1973     MONUMENTED       LADTD
 CP3054
 CP3054                          STATION DESCRIPTION
 CP3054
 CP3054'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3054'THE STATION IS LOCATED 2 MILES SOUTHEAST OF START, 1.5 MILES
 CP3054'SOUTHWEST OF GIRARD, AND 8 MILES NORTH-NORTHEAST OF ALTO, IN
 CP3054'THE SOUTHWEST QUARTER OF SECTION 7, T17N-R7E, AND ON THE PROPERTY
 CP3054'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3054'
 CP3054'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP3054'133 INTERCHANGE, GO EAST ALONG INTERSTATE 20 FOR 2 MILES TO AN
 CP3054'OVERPASS.  THE STATION IS SET NEAR THE SOUTHWEST CORNER OF THE
 CP3054'OVERPASS.
 CP3054'
 CP3054'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3054'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3054'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3054'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3054'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3054'STAMPED 42A002 1973.  THE MARK IS 17 FEET WEST OF THE CENTER
 CP3054'OF A PARISH ROAD (GIRARD), 4 FEET SOUTHWEST OF THE SOUTHWEST
 CP3054'CORNER OF AN OVERPASS, 4 FEET SOUTHEAST OF A RIGHT-OF-WAY
 CP3054'FENCE, AND 2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CP3054'
 CP3054'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3052 ***********************************************************************
 CP3052  DESIGNATION -  42B001 LADH 1973
 CP3052  PID         -  CP3052
 CP3052  STATE/COUNTY-  LA/RICHLAND
 CP3052  USGS QUAD   -  RAYVILLE (1982)
 CP3052
 CP3052                         *CURRENT SURVEY CONTROL
 CP3052  ___________________________________________________________________
 CP3052* NAD 83(1992)-  32 28 05.83525(N)    091 48 39.13808(W)     ADJUSTED  
 CP3052* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 CP3052  ___________________________________________________________________
 CP3052  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CP3052  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP3052
 CP3052  HORZ ORDER  -  SECOND
 CP3052
 CP3052.The horizontal coordinates were established by classical geodetic methods
 CP3052.and adjusted by the National Geodetic Survey in January 1993..
 CP3052
 CP3052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3052
 CP3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3052
 CP3052.The geoid height was determined by GEOID03.
 CP3052
 CP3052;                    North         East     Units Scale Factor Converg.
 CP3052;SPC LA N     -   218,443.743 1,064,781.785   MT  0.99996078   +0 21 51.6
 CP3052;SPC LA N     -   716,677.51  3,493,371.57   sFT  0.99996078   +0 21 51.6
 CP3052;UTM  15      - 3,592,966.339   611,748.335   MT  0.99975399   +0 38 18.3
 CP3052
 CP3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3052!SPC LA N     -   1.00000015  x   0.99996078  =   0.99996093
 CP3052!UTM  15      -   1.00000015  x   0.99975399  =   0.99975414
 CP3052
 CP3052:                Primary Azimuth Mark                     Grid Az
 CP3052:SPC LA N     -  42B002 LADH 1973                         102 20 13.0
 CP3052:UTM  15      -  42B002 LADH 1973                         102 03 46.3
 CP3052
 CP3052|---------------------------------------------------------------------|
 CP3052| PID    Reference Object                     Distance      Geod. Az  |
 CP3052|                                                           dddmmss.s |
 CP3052| CP3051 42B002 LADH 1973                    APPROX. 1.4 KM 1024204.6 |
 CP3052|---------------------------------------------------------------------|
 CP3052
 CP3052                          SUPERSEDED SURVEY CONTROL
 CP3052
 CP3052  NAD 83(1986)-  32 28 05.84761(N)    091 48 39.13081(W) AD(       ) 2
 CP3052  NAD 27      -  32 28 05.33486(N)    091 48 38.67537(W) AD(       ) 2
 CP3052  NGVD 29 (07/19/86)   25.1    (m)           82.     (f) VERT ANG       
 CP3052
 CP3052.Superseded values are not recommended for survey control.
 CP3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3052.See file dsdata.txt to determine how the superseded data were derived.
 CP3052
 CP3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1174892966(NAD 83)
 CP3052_MARKER: DD = SURVEY DISK
 CP3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3052+STABILITY: SURFACE MOTION
 CP3052
 CP3052  HISTORY     - Date     Condition        Report By
 CP3052  HISTORY     - 1973     MONUMENTED       LADTD
 CP3052
 CP3052                          STATION DESCRIPTION
 CP3052
 CP3052'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3052'THE STATION IS LOCATED 3 MILES SOUTHEAST OF START, 3 MILES
 CP3052'SOUTHWEST OF RAYVILLE, AND 8 MILES NORTH-NORTHEAST OF ALTO, IN
 CP3052'THE SOUTHWEST QUARTER OF SECTION 12, T17N-R6E, AND ON THE
 CP3052'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3052'
 CP3052'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP3052'133 INTERCHANGE NEAR START, GO EAST ALONG INTERSTATE 20 FOR 3
 CP3052'MILES TO THE BAYOU BOEUF RIVER.  THE STATION IS SET NEAR THE
 CP3052'SOUTHEAST CORNER OF THE BRIDGE ON THE WEST BOUND LANE ON
 CP3052'INTERSTATE 20.
 CP3052'
 CP3052'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3052'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3052'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3052'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3052'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3052'STAMPED 42B001 1973.  THE MARK IS 19 FEET SOUTH OF THE CENTER
 CP3052'OF THE WEST BOUND LANE ON INTERSTATE 20, 5 FEET SOUTHEAST OF
 CP3052'THE SOUTHEAST CORNER ON THE BRIDGE ON THE WEST BOUND LANE ON
 CP3052'INTERSTATE 20 AND 2 FEET WEST OF A METAL WITNESS POST AND
 CP3052'SIGN.
 CP3052'
 CP3052'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3051 ***********************************************************************
 CP3051  DESIGNATION -  42B002 LADH 1973
 CP3051  PID         -  CP3051
 CP3051  STATE/COUNTY-  LA/RICHLAND
 CP3051  USGS QUAD   -  RAYVILLE (1982)
 CP3051
 CP3051                         *CURRENT SURVEY CONTROL
 CP3051  ___________________________________________________________________
 CP3051* NAD 83(1992)-  32 27 55.88016(N)    091 47 47.05230(W)     ADJUSTED  
 CP3051* NAVD 88     -        25.28   (+/-2cm)      82.9    (feet)  VERTCON   
 CP3051  ___________________________________________________________________
 CP3051  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CP3051  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP3051
 CP3051  HORZ ORDER  -  SECOND
 CP3051  VERT ORDER  -  THIRD ? (See Below)
 CP3051
 CP3051.The horizontal coordinates were established by classical geodetic methods
 CP3051.and adjusted by the National Geodetic Survey in January 1993..
 CP3051
 CP3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3051.The vertical order pertains to the NGVD 29 superseded value.
 CP3051
 CP3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3051
 CP3051.The geoid height was determined by GEOID03.
 CP3051
 CP3051;                    North         East     Units Scale Factor Converg.
 CP3051;SPC LA N     -   218,145.843 1,066,143.853   MT  0.99996032   +0 22 19.2
 CP3051;SPC LA N     -   715,700.15  3,497,840.29   sFT  0.99996032   +0 22 19.2
 CP3051;UTM  15      - 3,592,675.018   613,111.533   MT  0.99975777   +0 38 46.1
 CP3051
 CP3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3051!SPC LA N     -   1.00000012  x   0.99996032  =   0.99996044
 CP3051!UTM  15      -   1.00000012  x   0.99975777  =   0.99975789
 CP3051
 CP3051:                Primary Azimuth Mark                     Grid Az
 CP3051:SPC LA N     -  42B001 LADH 1973                         282 20 13.3
 CP3051:UTM  15      -  42B001 LADH 1973                         282 03 46.4
 CP3051
 CP3051|---------------------------------------------------------------------|
 CP3051| PID    Reference Object                     Distance      Geod. Az  |
 CP3051|                                                           dddmmss.s |
 CP3051| CP3052 42B001 LADH 1973                    APPROX. 1.4 KM 2824232.5 |
 CP3051|---------------------------------------------------------------------|
 CP3051
 CP3051                          SUPERSEDED SURVEY CONTROL
 CP3051
 CP3051  NAD 83(1986)-  32 27 55.89245(N)    091 47 47.04504(W) AD(       ) 2
 CP3051  NAD 27      -  32 27 55.37988(N)    091 47 46.59096(W) AD(       ) 2
 CP3051  NGVD 29 (07/19/86)   25.31   (m)           83.0    (f) LEVELING    3  
 CP3051
 CP3051.Superseded values are not recommended for survey control.
 CP3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3051.See file dsdata.txt to determine how the superseded data were derived.
 CP3051
 CP3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1311292675(NAD 83)
 CP3051_MARKER: DD = SURVEY DISK
 CP3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3051+STABILITY: SURFACE MOTION
 CP3051
 CP3051  HISTORY     - Date     Condition        Report By
 CP3051  HISTORY     - 1973     MONUMENTED       LADTD
 CP3051
 CP3051                          STATION DESCRIPTION
 CP3051
 CP3051'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3051'THE STATION IS LOCATED 2 MILES SOUTHWEST OF RAYVILLE, 4 MILES
 CP3051'SOUTHEAST OF START, AND 8 MILES NORTH-NORTHEAST OF ALTO, IN THE
 CP3051'SOUTHWEST QUARTER OF SECTION 7, T17N-R7E, AND ON THE PROPERTY
 CP3051'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3051'
 CP3051'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP3051'137 INTERCHANGE NEAR RAYVILLE, GO WEST ALONG INTERSTATE 20
 CP3051'FOR 2.2 MILES, JUST PAST TWO BRIDGES, TO THE STATION WHICH IS SET
 CP3051'TO THE RIGHT AND NORTH OF THE HIGHWAY NEAR A RIGHT-OF-WAY FENCE.
 CP3051'
 CP3051'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3051'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3051'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3051'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3051'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3051'STAMPED 42B002 1973.  THE MARK IS 102 FEET NORTH OF THE CENTER
 CP3051'OF THE WEST BOUND LANE ON INTERSTATE 20, 79 FEET NORTHWEST OF
 CP3051'A CONCRETE HEADWALL ON A CROSS-DRAIN UNDER INTERSTATE 20, 3
 CP3051'FEET SOUTH OF A RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF A
 CP3051'METAL WITNESS POST AND SIGN.
 CP3051'
 CP3051'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3050 ***********************************************************************
 CP3050  DESIGNATION -  42B003 LADH 1973
 CP3050  PID         -  CP3050
 CP3050  STATE/COUNTY-  LA/RICHLAND
 CP3050  USGS QUAD   -  RAYVILLE (1982)
 CP3050
 CP3050                         *CURRENT SURVEY CONTROL
 CP3050  ___________________________________________________________________
 CP3050* NAD 83(1992)-  32 27 34.03339(N)    091 46 37.20104(W)     ADJUSTED  
 CP3050* NAVD 88     -        23.9    (meters)      78.     (feet)  VERTCON   
 CP3050  ___________________________________________________________________
 CP3050  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CP3050  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP3050
 CP3050  HORZ ORDER  -  SECOND
 CP3050
 CP3050.The horizontal coordinates were established by classical geodetic methods
 CP3050.and adjusted by the National Geodetic Survey in January 1993..
 CP3050
 CP3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3050
 CP3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3050
 CP3050.The geoid height was determined by GEOID03.
 CP3050
 CP3050;                    North         East     Units Scale Factor Converg.
 CP3050;SPC LA N     -   217,484.920 1,067,972.369   MT  0.99995931   +0 22 56.1
 CP3050;SPC LA N     -   713,531.78  3,503,839.35   sFT  0.99995931   +0 22 56.1
 CP3050;UTM  15      - 3,592,022.983   614,942.826   MT  0.99976292   +0 39 23.3
 CP3050
 CP3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3050!SPC LA N     -   1.00000034  x   0.99995931  =   0.99995965
 CP3050!UTM  15      -   1.00000034  x   0.99976292  =   0.99976326
 CP3050
 CP3050:                Primary Azimuth Mark                     Grid Az
 CP3050:SPC LA N     -  42B004 LADH 1973                         105 40 50.7
 CP3050:UTM  15      -  42B004 LADH 1973                         105 24 23.5
 CP3050
 CP3050|---------------------------------------------------------------------|
 CP3050| PID    Reference Object                     Distance      Geod. Az  |
 CP3050|                                                           dddmmss.s |
 CP3050| CP3049 42B004 LADH 1973                    APPROX. 0.7 KM 1060346.8 |
 CP3050|---------------------------------------------------------------------|
 CP3050
 CP3050                          SUPERSEDED SURVEY CONTROL
 CP3050
 CP3050  NAD 83(1986)-  32 27 34.04556(N)    091 46 37.19381(W) AD(       ) 2
 CP3050  NAD 27      -  32 27 33.53273(N)    091 46 36.74126(W) AD(       ) 2
 CP3050  NGVD 29 (07/19/86)   23.9    (m)           78.     (f) VERT ANG       
 CP3050
 CP3050.Superseded values are not recommended for survey control.
 CP3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3050.See file dsdata.txt to determine how the superseded data were derived.
 CP3050
 CP3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1494392023(NAD 83)
 CP3050_MARKER: DD = SURVEY DISK
 CP3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3050+STABILITY: SURFACE MOTION
 CP3050
 CP3050  HISTORY     - Date     Condition        Report By
 CP3050  HISTORY     - 1973     MONUMENTED       LADTD
 CP3050
 CP3050                          STATION DESCRIPTION
 CP3050
 CP3050'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3050'THE STATION IS LOCATED 1.5 MILES SOUTHWEST OF RAYVILLE, 5 MILES
 CP3050'SOUTHEAST OF START, AND 4.5 MILES NORTH-NORTHWEST OF DEHLCO, IN
 CP3050'THE NORTHWEST QUARTER OF SECTION 17, T17N-R7E, AND ON THE
 CP3050'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3050'
 CP3050'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP3050'137 INTERCHANGE NEAR RAYVILLE, GO WEST ALONG INTERSTATE 20 FOR
 CP3050'1 MILE.  THE STATION IS SET TO THE SOUTH OF THE HIGHWAY NEAR
 CP3050'A RIGHT-OF-WAY FENCE.
 CP3050'
 CP3050'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3050'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3050'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3050'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3050'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3050'STAMPED 42B003 1973.  THE MARK IS 100 FEET SOUTH OF THE CENTER
 CP3050'OF THE EAST BOUND LANE ON INTERSTATE 20, 5 FEET NORTH OF A
 CP3050'RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF A METAL WITNESS POST
 CP3050'AND SIGN.
 CP3050'
 CP3050'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3049 ***********************************************************************
 CP3049  DESIGNATION -  42B004 LADH 1973
 CP3049  PID         -  CP3049
 CP3049  STATE/COUNTY-  LA/RICHLAND
 CP3049  USGS QUAD   -  RAYVILLE (1982)
 CP3049
 CP3049                         *CURRENT SURVEY CONTROL
 CP3049  ___________________________________________________________________
 CP3049* NAD 83(1992)-  32 27 28.12375(N)    091 46 12.99598(W)     ADJUSTED  
 CP3049* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 CP3049  ___________________________________________________________________
 CP3049  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP3049  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3049
 CP3049  HORZ ORDER  -  SECOND
 CP3049
 CP3049.The horizontal coordinates were established by classical geodetic methods
 CP3049.and adjusted by the National Geodetic Survey in January 1993..
 CP3049
 CP3049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3049
 CP3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3049
 CP3049.The geoid height was determined by GEOID03.
 CP3049
 CP3049;                    North         East     Units Scale Factor Converg.
 CP3049;SPC LA N     -   217,307.127 1,068,605.703   MT  0.99995904   +0 23 08.9
 CP3049;SPC LA N     -   712,948.47  3,505,917.21   sFT  0.99995904   +0 23 08.9
 CP3049;UTM  15      - 3,591,848.257   615,576.880   MT  0.99976472   +0 39 36.1
 CP3049
 CP3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3049!SPC LA N     -   1.00000031  x   0.99995904  =   0.99995935
 CP3049!UTM  15      -   1.00000031  x   0.99976472  =   0.99976503
 CP3049
 CP3049:                Primary Azimuth Mark                     Grid Az
 CP3049:SPC LA N     -  MCKAY RESET                              095 10 35.4
 CP3049:UTM  15      -  MCKAY RESET                              094 54 08.2
 CP3049
 CP3049|---------------------------------------------------------------------|
 CP3049| PID    Reference Object                     Distance      Geod. Az  |
 CP3049|                                                           dddmmss.s |
 CP3049| CP3046 MCKAY RESET                         APPROX. 1.0 KM 0953344.3 |
 CP3049| CP3050 42B003 LADH 1973                    APPROX. 0.7 KM 2860359.8 |
 CP3049|---------------------------------------------------------------------|
 CP3049
 CP3049                          SUPERSEDED SURVEY CONTROL
 CP3049
 CP3049  NAD 83(1986)-  32 27 28.13587(N)    091 46 12.98875(W) AD(       ) 2
 CP3049  NAD 27      -  32 27 27.62314(N)    091 46 12.53738(W) AD(       ) 2
 CP3049  NGVD 29 (07/19/86)   24.1    (m)           79.     (f) VERT ANG       
 CP3049
 CP3049.Superseded values are not recommended for survey control.
 CP3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3049.See file dsdata.txt to determine how the superseded data were derived.
 CP3049
 CP3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1557791848(NAD 83)
 CP3049_MARKER: DD = SURVEY DISK
 CP3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3049+STABILITY: SURFACE MOTION
 CP3049
 CP3049  HISTORY     - Date     Condition        Report By
 CP3049  HISTORY     - 1973     MONUMENTED       LADTD
 CP3049
 CP3049                          STATION DESCRIPTION
 CP3049
 CP3049'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3049'THE STATION IS LOCATED 1 MILE SOUTHWEST OF RAYVILLE, 16 MILES
 CP3049'WEST OF DELHI, AND 4.5 MILES NORTH OF DEHLCO, IN THE NORTHEAST
 CP3049'QUARTER OF SECTION 17, T17N-R7E, AND ON THE PROPERTY OWNED BY
 CP3049'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3049'
 CP3049'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP3049'137 INTERCHANGE SOUTH OF RAYVILLE, GO WEST ALONG INTERSTATE 20
 CP3049'FOR 0.6 MILE.  THE STATION IS SET TO THE SOUTH OF THE HIGHWAY
 CP3049'NEAR A RIGHT-OF-WAY FENCE.
 CP3049'
 CP3049'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3049'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP3049'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3049'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3049'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3049'STAMPED 42B004 1973.  THE MARK IS 100 FEET SOUTH OF THE CENTER
 CP3049'OF THE EAST BOUND LANE ON INTERSTATE 20, 4 FEET NORTH OF A
 CP3049'RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF A METAL WITNESS POST
 CP3049'AND SIGN.
 CP3049'
 CP3049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2995 ***********************************************************************
 CP2995  DESIGNATION -  42C001 LADH 1973
 CP2995  PID         -  CP2995
 CP2995  STATE/COUNTY-  LA/RICHLAND
 CP2995  USGS QUAD   -  BEE BAYOU (1987)
 CP2995
 CP2995                         *CURRENT SURVEY CONTROL
 CP2995  ___________________________________________________________________
 CP2995* NAD 83(1992)-  32 27 24.94434(N)    091 44 47.08955(W)     ADJUSTED  
 CP2995* NAVD 88     -        24.8    (meters)      81.     (feet)  VERTCON   
 CP2995  ___________________________________________________________________
 CP2995  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CP2995  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP2995
 CP2995  HORZ ORDER  -  SECOND
 CP2995
 CP2995.The horizontal coordinates were established by classical geodetic methods
 CP2995.and adjusted by the National Geodetic Survey in May 1994..
 CP2995
 CP2995.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2995
 CP2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2995
 CP2995.The geoid height was determined by GEOID03.
 CP2995
 CP2995;                    North         East     Units Scale Factor Converg.
 CP2995;SPC LA N     -   217,224.548 1,070,849.844   MT  0.99995890   +0 23 54.3
 CP2995;SPC LA N     -   712,677.54  3,513,279.86   sFT  0.99995890   +0 23 54.3
 CP2995;UTM  15      - 3,591,776.438   617,820.961   MT  0.99977118   +0 40 22.2
 CP2995
 CP2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2995!SPC LA N     -   1.00000020  x   0.99995890  =   0.99995910
 CP2995!UTM  15      -   1.00000020  x   0.99977118  =   0.99977138
 CP2995
 CP2995:                Primary Azimuth Mark                     Grid Az
 CP2995:SPC LA N     -  MCKAY AZ MK                              094 43 28.9
 CP2995:UTM  15      -  MCKAY AZ MK                              094 27 01.0
 CP2995
 CP2995|---------------------------------------------------------------------|
 CP2995| PID    Reference Object                     Distance      Geod. Az  |
 CP2995|                                                           dddmmss.s |
 CP2995| CP2994 MCKAY AZ MK                         APPROX. 1.0 KM 0950723.2 |
 CP2995|---------------------------------------------------------------------|
 CP2995
 CP2995                          SUPERSEDED SURVEY CONTROL
 CP2995
 CP2995  NAD 83(1992)-  32 27 24.94443(N)    091 44 47.08945(W) AD(       ) 2
 CP2995  NAD 83(1986)-  32 27 24.95637(N)    091 44 47.08212(W) AD(       ) 2
 CP2995  NAD 27      -  32 27 24.44358(N)    091 44 46.63233(W) AD(       ) 2
 CP2995  NGVD 29 (07/19/86)   24.8    (m)           81.     (f) VERT ANG       
 CP2995
 CP2995.Superseded values are not recommended for survey control.
 CP2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2995.See file dsdata.txt to determine how the superseded data were derived.
 CP2995
 CP2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1782191776(NAD 83)
 CP2995_MARKER: DD = SURVEY DISK
 CP2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2995+STABILITY: SURFACE MOTION
 CP2995
 CP2995  HISTORY     - Date     Condition        Report By
 CP2995  HISTORY     - 1973     MONUMENTED       LADTD
 CP2995  HISTORY     - 1981     GOOD             LADTD
 CP2995
 CP2995                          STATION DESCRIPTION
 CP2995
 CP2995'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2995'THE STATION IS LOCATED 1 MILE SOUTHEAST OF RAYVILLE, 15 MILES
 CP2995'WEST OF DELHI, AND 4.5 MILES NORTH-NORTHEAST OF DEHLCO, IN
 CP2995'THE SOUTHEAST 1/4 OF SECTION 16, T17N-R7E, AND ON THE PROPERTY
 CP2995'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2995'
 CP2995'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP2995'137 INTERCHANGE SOUTH OF RAYVILLE, GO EAST ALONG INTERSTATE 20
 CP2995'FOR 0.6 MILE.  THE STATION IS SET TO THE NORTH OF THE HIGHWAY
 CP2995'NEAR A CROSS-DRAIN.
 CP2995'
 CP2995'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2995'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP2995'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2995'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2995'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2995'STAMPED 42C001 1973.  THE MARK IS 100 FEET NORTH OF THE CENTER
 CP2995'OF THE WEST BOUND LANE ON INTERSTATE 20, 94 FEET NORTHWEST OF
 CP2995'THE CENTER OF A CONCRETE HEADWALL ON A CROSS-DRAIN UNDER
 CP2995'INTERSTATE 20, 4 FEET SOUTH OF A RIGHT-OF-WAY FENCE, AND 2
 CP2995'FEET EAST OF A METAL WITNESS POST AND SIGN.
 CP2995'
 CP2995'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2995
 CP2995                          STATION RECOVERY (1981)
 CP2995
 CP2995'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2995'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2995'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2993 ***********************************************************************
 CP2993  DESIGNATION -  42C002 LADH 1973
 CP2993  PID         -  CP2993
 CP2993  STATE/COUNTY-  LA/RICHLAND
 CP2993  USGS QUAD   -  BEE BAYOU (1987)
 CP2993
 CP2993                         *CURRENT SURVEY CONTROL
 CP2993  ___________________________________________________________________
 CP2993* NAD 83(1992)-  32 27 24.52515(N)    091 43 04.97023(W)     ADJUSTED  
 CP2993* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 CP2993  ___________________________________________________________________
 CP2993  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CP2993  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2993
 CP2993  HORZ ORDER  -  SECOND
 CP2993
 CP2993.The horizontal coordinates were established by classical geodetic methods
 CP2993.and adjusted by the National Geodetic Survey in May 1994..
 CP2993
 CP2993.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2993
 CP2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2993
 CP2993.The geoid height was determined by GEOID03.
 CP2993
 CP2993;                    North         East     Units Scale Factor Converg.
 CP2993;SPC LA N     -   217,230.530 1,073,516.820   MT  0.99995888   +0 24 48.3
 CP2993;SPC LA N     -   712,697.16  3,522,029.77   sFT  0.99995888   +0 24 48.3
 CP2993;UTM  15      - 3,591,795.195   620,487.388   MT  0.99977902   +0 41 17.0
 CP2993
 CP2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2993!SPC LA N     -   1.00000043  x   0.99995888  =   0.99995931
 CP2993!UTM  15      -   1.00000043  x   0.99977902  =   0.99977945
 CP2993
 CP2993:                Primary Azimuth Mark                     Grid Az
 CP2993:SPC LA N     -  42C003                                   090 04 11.5
 CP2993:UTM  15      -  42C003                                   089 47 42.8
 CP2993
 CP2993|---------------------------------------------------------------------|
 CP2993| PID    Reference Object                     Distance      Geod. Az  |
 CP2993|                                                           dddmmss.s |
 CP2993| CP2992 42C003                              APPROX. 2.0 KM 0902859.8 |
 CP2993| CP2994 MCKAY AZ MK                         APPROX. 1.7 KM 2673146.3 |
 CP2993|---------------------------------------------------------------------|
 CP2993
 CP2993                          SUPERSEDED SURVEY CONTROL
 CP2993
 CP2993  NAD 83(1992)-  32 27 24.52548(N)    091 43 04.97006(W) AD(       ) 2
 CP2993  NAD 83(1986)-  32 27 24.53710(N)    091 43 04.96258(W) AD(       ) 2
 CP2993  NAD 27      -  32 27 24.02507(N)    091 43 04.51502(W) AD(       ) 2
 CP2993  NGVD 29 (07/19/86)   23.4    (m)           77.     (f) VERT ANG       
 CP2993
 CP2993.Superseded values are not recommended for survey control.
 CP2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2993.See file dsdata.txt to determine how the superseded data were derived.
 CP2993
 CP2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2048791795(NAD 83)
 CP2993_MARKER: DD = SURVEY DISK
 CP2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2993+STABILITY: SURFACE MOTION
 CP2993
 CP2993  HISTORY     - Date     Condition        Report By
 CP2993  HISTORY     - 1973     MONUMENTED       LADTD
 CP2993  HISTORY     - 1981     GOOD             LADTD
 CP2993
 CP2993                          STATION DESCRIPTION
 CP2993
 CP2993'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2993'THE STATION IS LOCATED 2 MILES SOUTHEAST OF RAYVILLE, 1 MILE
 CP2993'SOUTHWEST OF BEE BAYOU, AND 13 MILES WEST OF DELHI, IN THE
 CP2993'SOUTHEAST 1/4 OF SECTION 14, T17N-R7E, AND ON THE PROPERTY OWNED
 CP2993'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2993'
 CP2993'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP2993'583 INTERCHANGE AT BEE BAYOU, GO WEST ALONG INTERSTATE 20 FOR
 CP2993'1.3 MILES.  THE STATION IS SET TO THE NORTH OF THE HIGHWAY
 CP2993'NEAR A RIGHT-OF-WAY FENCE.
 CP2993'
 CP2993'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2993'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP2993'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2993'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2993'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2993'STAMPED 42C002 1973.  THE MARK IS 102 FEET NORTH OF THE CENTER
 CP2993'OF THE WEST BOUND LANE ON INTERSTATE 20, 3 FEET SOUTH OF A
 CP2993'RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF A METAL WITNESS POST
 CP2993'AND SIGN.
 CP2993'
 CP2993'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2993
 CP2993                          STATION RECOVERY (1981)
 CP2993
 CP2993'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2993'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 CP2993'DESCRIPTION IS ADEQUATE TO RECOVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2992 ***********************************************************************
 CP2992  DESIGNATION -  42C003
 CP2992  PID         -  CP2992
 CP2992  STATE/COUNTY-  LA/RICHLAND
 CP2992  USGS QUAD   -  BEE BAYOU (1987)
 CP2992
 CP2992                         *CURRENT SURVEY CONTROL
 CP2992  ___________________________________________________________________
 CP2992* NAD 83(1992)-  32 27 23.95833(N)    091 41 46.65860(W)     ADJUSTED  
 CP2992* NAVD 88     -        31.9    (meters)     105.     (feet)  VERTCON   
 CP2992  ___________________________________________________________________
 CP2992  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CP2992  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CP2992
 CP2992  HORZ ORDER  -  SECOND
 CP2992
 CP2992.The horizontal coordinates were established by classical geodetic methods
 CP2992.and adjusted by the National Geodetic Survey in May 1994..
 CP2992
 CP2992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2992
 CP2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2992
 CP2992.The geoid height was determined by GEOID03.
 CP2992
 CP2992;                    North         East     Units Scale Factor Converg.
 CP2992;SPC LA N     -   217,228.033 1,075,562.085   MT  0.99995885   +0 25 29.7
 CP2992;SPC LA N     -   712,688.97  3,528,739.94   sFT  0.99995885   +0 25 29.7
 CP2992;UTM  15      - 3,591,802.504   622,532.280   MT  0.99978514   +0 41 59.0
 CP2992
 CP2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2992!SPC LA N     -   0.99999909  x   0.99995885  =   0.99995794
 CP2992!UTM  15      -   0.99999909  x   0.99978514  =   0.99978423
 CP2992
 CP2992:                Primary Azimuth Mark                     Grid Az
 CP2992:SPC LA N     -  RICKY AZ MK                              089 52 06.1
 CP2992:UTM  15      -  RICKY AZ MK                              089 35 36.8
 CP2992
 CP2992|---------------------------------------------------------------------|
 CP2992| PID    Reference Object                     Distance      Geod. Az  |
 CP2992|                                                           dddmmss.s |
 CP2992| CP2990 RICKY AZ MK                         APPROX. 2.8 KM 0901735.8 |
 CP2992| CP2991 42C004                              314.808 METERS 10348     |
 CP2992| CP2994 MCKAY AZ MK                         APPROX. 3.7 KM 2690908.9 |
 CP2992| CP2993 42C002 LADH 1973                    APPROX. 2.0 KM 2702941.8 |
 CP2992|---------------------------------------------------------------------|
 CP2992
 CP2992                          SUPERSEDED SURVEY CONTROL
 CP2992
 CP2992  NAD 83(1992)-  32 27 23.95884(N)    091 41 46.65836(W) AD(       ) 2
 CP2992  NAD 83(1986)-  32 27 23.97015(N)    091 41 46.65081(W) AD(       ) 2
 CP2992  NAD 27      -  32 27 23.45914(N)    091 41 46.20519(W) AD(       ) 2
 CP2992  NGVD 29 (07/19/86)   31.9    (m)          105.     (f) VERT ANG       
 CP2992
 CP2992.Superseded values are not recommended for survey control.
 CP2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2992.See file dsdata.txt to determine how the superseded data were derived.
 CP2992
 CP2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2253291803(NAD 83)
 CP2992_MARKER: DD = SURVEY DISK
 CP2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2992+STABILITY: SURFACE MOTION
 CP2992
 CP2992  HISTORY     - Date     Condition        Report By
 CP2992  HISTORY     - 1973     MONUMENTED       LADTD
 CP2992  HISTORY     - 1981     GOOD             LADTD
 CP2992
 CP2992                          STATION DESCRIPTION
 CP2992
 CP2992'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2992'THE STATION IS LOCATED 3 MILES SOUTHEAST OF RAYVILLE, 1 MILE
 CP2992'SOUTH OF BEE BAYOU, AND 12 MILES WEST OF DELHI, IN THE SOUTHEAST
 CP2992'1/4 OF SECTION 13, T17N-R7E, AND ON THE PROPERTY OWNED BY THE
 CP2992'LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2992'
 CP2992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP2992'STATE HIGHWAY 583 IN BEE BAYOU, GO SOUTH ALONG STATE HIGHWAY
 CP2992'583 FOR 1.2 MILES TO AN INTERCHANGE ON INTERSTATE 20.  THE
 CP2992'STATION IS SET NEAR THE NORTHWEST CORNER OF THE OVERPASS.
 CP2992'
 CP2992'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2992'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP2992'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2992'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2992'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2992'STAMPED 42C003 1973.  THE MARK IS 17 FEET WEST OF THE CENTER
 CP2992'OF STATE HIGHWAY 583, 3 FEET NORTHWEST OF THE NORTHWEST CORNER
 CP2992'OF AN OVERPASS, AND 2 FEET SOUTH OF A METAL WITNESS POST AND
 CP2992'SIGN.
 CP2992'
 CP2992'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2992
 CP2992                          STATION RECOVERY (1981)
 CP2992
 CP2992'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2992'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2992'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2989 ***********************************************************************
 CP2989  DESIGNATION -  42D001 LADH 1973
 CP2989  PID         -  CP2989
 CP2989  STATE/COUNTY-  LA/RICHLAND
 CP2989  USGS QUAD   -  BEE BAYOU (1987)
 CP2989
 CP2989                         *CURRENT SURVEY CONTROL
 CP2989  ___________________________________________________________________
 CP2989* NAD 83(1992)-  32 27 22.04208(N)    091 38 27.60335(W)     ADJUSTED  
 CP2989* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 CP2989  ___________________________________________________________________
 CP2989  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CP2989  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP2989
 CP2989  HORZ ORDER  -  SECOND
 CP2989
 CP2989.The horizontal coordinates were established by classical geodetic methods
 CP2989.and adjusted by the National Geodetic Survey in May 1994..
 CP2989
 CP2989.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2989
 CP2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2989
 CP2989.The geoid height was determined by GEOID03.
 CP2989
 CP2989;                    North         East     Units Scale Factor Converg.
 CP2989;SPC LA N     -   217,208.889 1,080,760.946   MT  0.99995877   +0 27 15.0
 CP2989;SPC LA N     -   712,626.16  3,545,796.54   sFT  0.99995877   +0 27 15.0
 CP2989;UTM  15      - 3,591,808.314   627,730.311   MT  0.99980119   +0 43 45.9
 CP2989
 CP2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2989!SPC LA N     -   1.00000003  x   0.99995877  =   0.99995880
 CP2989!UTM  15      -   1.00000003  x   0.99980119  =   0.99980122
 CP2989
 CP2989:                Primary Azimuth Mark                     Grid Az
 CP2989:SPC LA N     -  RICKY                                    092 12 56.5
 CP2989:UTM  15      -  RICKY                                    091 56 25.6
 CP2989
 CP2989|---------------------------------------------------------------------|
 CP2989| PID    Reference Object                     Distance      Geod. Az  |
 CP2989|                                                           dddmmss.s |
 CP2989| CP2985 RICKY                               APPROX. 1.3 KM 0924011.5 |
 CP2989| CP2990 RICKY AZ MK                         APPROX. 2.4 KM 2710429.1 |
 CP2989|---------------------------------------------------------------------|
 CP2989
 CP2989                          SUPERSEDED SURVEY CONTROL
 CP2989
 CP2989  NAD 83(1992)-  32 27 22.04312(N)    091 38 27.60305(W) AD(       ) 2
 CP2989  NAD 83(1986)-  32 27 22.05405(N)    091 38 27.59641(W) AD(       ) 2
 CP2989  NAD 27      -  32 27 21.54351(N)    091 38 27.15678(W) AD(       ) 2
 CP2989  NGVD 29 (07/19/86)   26.0    (m)           85.     (f) VERT ANG       
 CP2989
 CP2989.Superseded values are not recommended for survey control.
 CP2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2989.See file dsdata.txt to determine how the superseded data were derived.
 CP2989
 CP2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2773091808(NAD 83)
 CP2989_MARKER: DD = SURVEY DISK
 CP2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2989+STABILITY: SURFACE MOTION
 CP2989
 CP2989  HISTORY     - Date     Condition        Report By
 CP2989  HISTORY     - 1973     MONUMENTED       LADTD
 CP2989  HISTORY     - 1981     GOOD             LADTD
 CP2989
 CP2989                          STATION DESCRIPTION
 CP2989
 CP2989'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2989'THE STATION IS LOCATED 6 MILES SOUTHEAST OF RAYVILLE, 9 MILES
 CP2989'SOUTHWEST OF DELHI, AND 1 MILE SOUTHWEST OF HOLLY RIDGE, IN
 CP2989'THE SOUTHWEST 1/4 OF SECTION 15, T17N-R8E, AND ON THE PROPERTY
 CP2989'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2989'
 CP2989'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP2989'583 INTERCHANGE NEAR BEE BAYOU, GO EAST ALONG INTERSTATE 20 FOR
 CP2989'3.2 MILES TO THE CYPRESS CREEK CROSSING.  THE STATION IS SET
 CP2989'NEAR THE SOUTHEAST CORNER OF THE BRIDGE ON THE WEST BOUND LAND
 CP2989'ON INTERSTATE 20.
 CP2989'
 CP2989'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2989'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP2989'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2989'SUB-SURFACE MARK DISC IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2989'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2989'STAMPED 42D001 1973.  THE MARK IS 24 FEET SOUTH OF THE CENTER
 CP2989'OF THE WEST BOUND LAND ON INTERSTATE 20, 23 FEET SOUTHEAST OF
 CP2989'THE SOUTHEAST CORNER OF THE BRIDGE OVER CYPRESS CREEK ON THE
 CP2989'WEST BOUND LAND ON INTERSTATE 20, 5 FEET SOUTH OF A METAL
 CP2989'GUARD RAIL, AND 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CP2989'
 CP2989'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2989
 CP2989                          STATION RECOVERY (1981)
 CP2989
 CP2989'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2989'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2989'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2982 ***********************************************************************
 CP2982  DESIGNATION -  42D002 LADH 1973
 CP2982  PID         -  CP2982
 CP2982  STATE/COUNTY-  LA/RICHLAND
 CP2982  USGS QUAD   -  DUNN (1987)
 CP2982
 CP2982                         *CURRENT SURVEY CONTROL
 CP2982  ___________________________________________________________________
 CP2982* NAD 83(1992)-  32 27 21.91346(N)    091 36 44.11693(W)     ADJUSTED  
 CP2982* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 CP2982  ___________________________________________________________________
 CP2982  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CP2982  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP2982
 CP2982  HORZ ORDER  -  SECOND
 CP2982
 CP2982.The horizontal coordinates were established by classical geodetic methods
 CP2982.and adjusted by the National Geodetic Survey in May 1994..
 CP2982
 CP2982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2982
 CP2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2982
 CP2982.The geoid height was determined by GEOID03.
 CP2982
 CP2982;                    North         East     Units Scale Factor Converg.
 CP2982;SPC LA N     -   217,226.708 1,083,463.567   MT  0.99995876   +0 28 09.7
 CP2982;SPC LA N     -   712,684.62  3,554,663.39   sFT  0.99995876   +0 28 09.7
 CP2982;UTM  15      - 3,591,839.118   630,432.401   MT  0.99980979   +0 44 41.4
 CP2982
 CP2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2982!SPC LA N     -   1.00000033  x   0.99995876  =   0.99995909
 CP2982!UTM  15      -   1.00000033  x   0.99980979  =   0.99981012
 CP2982
 CP2982:                Primary Azimuth Mark                     Grid Az
 CP2982:SPC LA N     -  42E001 LADH 1973                         100 25 54.9
 CP2982:UTM  15      -  42E001 LADH 1973                         100 09 23.2
 CP2982
 CP2982|---------------------------------------------------------------------|
 CP2982| PID    Reference Object                     Distance      Geod. Az  |
 CP2982|                                                           dddmmss.s |
 CP2982| CP2981 42E001 LADH 1973                    APPROX. 1.7 KM 1005404.6 |
 CP2982| CP2980 DUNN 1970 AZ MK                     APPROX. 2.9 KM 1013207.3 |
 CP2982|---------------------------------------------------------------------|
 CP2982
 CP2982                          SUPERSEDED SURVEY CONTROL
 CP2982
 CP2982  NAD 83(1992)-  32 27 21.91483(N)    091 36 44.11647(W) AD(       ) 2
 CP2982  NAD 83(1986)-  32 27 21.92544(N)    091 36 44.11035(W) AD(       ) 2
 CP2982  NAD 27      -  32 27 21.41457(N)    091 36 43.67305(W) AD(       ) 2
 CP2982  NGVD 29 (07/19/86)   24.1    (m)           79.     (f) VERT ANG       
 CP2982
 CP2982.Superseded values are not recommended for survey control.
 CP2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2982.See file dsdata.txt to determine how the superseded data were derived.
 CP2982
 CP2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3043291839(NAD 83)
 CP2982_MARKER: DD = SURVEY DISK
 CP2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2982+STABILITY: SURFACE MOTION
 CP2982
 CP2982  HISTORY     - Date     Condition        Report By
 CP2982  HISTORY     - 1973     MONUMENTED       LADTD
 CP2982  HISTORY     - 1981     GOOD             LADTD
 CP2982
 CP2982                          STATION DESCRIPTION
 CP2982
 CP2982'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2982'THE STATION IS LOCATED 7 MILES SOUTHWEST OF DELHI, 8 MILES
 CP2982'SOUTHEAST OF RAYVILLE, AND 1.5 MILES SOUTHEAST OF HOLLY RIDGE,
 CP2982'IN THE SOUTHEAST 1/4 OF SECTION 14, T17N, R8E, AND ON THE PROPERTY
 CP2982'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2982'
 CP2982'TO REACH THE STATION FROM THE INTERSTATE-20 AND STATE HIGHWAY
 CP2982'183 INTERCHANGE NEAR HOLLY RIDGE, GO EAST ALONG INTERSTATE-20
 CP2982'FOR 0.9 MILE.  THE STATION IS SET TO THE NORTH OF THE HIGHWAY
 CP2982'NEAR A RIGHT-OF-WAY FENCE.
 CP2982'
 CP2982'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2982'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2982'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2982'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2982'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2982'STAMPED 42D002 1973.  THE MARK IS 104 FEET NORTH OF THE CENTER
 CP2982'OF THE WEST BOUND LANE ON INTERSTATE-20, 3 FEET SOUTH OF A
 CP2982'RIGHT-OF-WAY FENCE AND 2 FEET WEST OF A METAL WITNESS POST AND
 CP2982'SIGN.
 CP2982'
 CP2982'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2982
 CP2982                          STATION RECOVERY (1981)
 CP2982
 CP2982'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2982'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2982'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2981 ***********************************************************************
 CP2981  DESIGNATION -  42E001 LADH 1973
 CP2981  PID         -  CP2981
 CP2981  STATE/COUNTY-  LA/RICHLAND
 CP2981  USGS QUAD   -  DUNN (1987)
 CP2981
 CP2981                         *CURRENT SURVEY CONTROL
 CP2981  ___________________________________________________________________
 CP2981* NAD 83(1992)-  32 27 11.30004(N)    091 35 39.15034(W)     ADJUSTED  
 CP2981* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 CP2981  ___________________________________________________________________
 CP2981  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CP2981  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2981
 CP2981  HORZ ORDER  -  SECOND
 CP2981
 CP2981.The horizontal coordinates were established by classical geodetic methods
 CP2981.and adjusted by the National Geodetic Survey in May 1994..
 CP2981
 CP2981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2981
 CP2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2981
 CP2981.The geoid height was determined by GEOID03.
 CP2981
 CP2981;                    North         East     Units Scale Factor Converg.
 CP2981;SPC LA N     -   216,913.836 1,085,162.926   MT  0.99995828   +0 28 44.0
 CP2981;SPC LA N     -   711,658.14  3,560,238.70   sFT  0.99995828   +0 28 44.0
 CP2981;UTM  15      - 3,591,534.466   632,132.996   MT  0.99981530   +0 45 16.1
 CP2981
 CP2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2981!SPC LA N     -   1.00000003  x   0.99995828  =   0.99995831
 CP2981!UTM  15      -   1.00000003  x   0.99981530  =   0.99981533
 CP2981
 CP2981:                Primary Azimuth Mark                     Grid Az
 CP2981:SPC LA N     -  DUNN 1970 AZ MK                          102 00 27.2
 CP2981:UTM  15      -  DUNN 1970 AZ MK                          101 43 55.1
 CP2981
 CP2981|---------------------------------------------------------------------|
 CP2981| PID    Reference Object                     Distance      Geod. Az  |
 CP2981|                                                           dddmmss.s |
 CP2981| CP2980 DUNN 1970 AZ MK                     APPROX. 1.2 KM 1022911.2 |
 CP2981|---------------------------------------------------------------------|
 CP2981
 CP2981                          SUPERSEDED SURVEY CONTROL
 CP2981
 CP2981  NAD 83(1992)-  32 27 11.30167(N)    091 35 39.14977(W) AD(       ) 2
 CP2981  NAD 83(1986)-  32 27 11.31206(N)    091 35 39.14385(W) AD(       ) 2
 CP2981  NAD 27      -  32 27 10.80061(N)    091 35 38.70896(W) AD(       ) 2
 CP2981  NGVD 29 (07/19/86)   26.0    (m)           85.     (f) VERT ANG       
 CP2981
 CP2981.Superseded values are not recommended for survey control.
 CP2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2981.See file dsdata.txt to determine how the superseded data were derived.
 CP2981
 CP2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3213391534(NAD 83)
 CP2981_MARKER: DD = SURVEY DISK
 CP2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2981+STABILITY: SURFACE MOTION
 CP2981
 CP2981  HISTORY     - Date     Condition        Report By
 CP2981  HISTORY     - 1973     MONUMENTED       LADTD
 CP2981  HISTORY     - 1981     GOOD             LADTD
 CP2981
 CP2981                          STATION DESCRIPTION
 CP2981
 CP2981'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2981'THE STATION IS LOCATED 6 MILES SOUTHWEST OF DELHI, 2 MILES
 CP2981'SOUTHEAST OF HOLLY RIDGE AND 1.5 MILES SOUTHWEST OF DUNN, IN
 CP2981'THE SOUTHEAST 1/4 OF SECTION 13, T17N, R8E, AND ON THE PROPERTY
 CP2981'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2981'
 CP2981'TO REACH THE STATION FROM THE INTERSTATE-20 AND STATE HIGHWAY
 CP2981'609 INTERCHANGE AT DUNN, GO WEST ALONG INTERSTATE-20 FOR 0.9
 CP2981'MILE TO THE LITTLE CREEK BRIDGE.  THE STATION IS SET NEAR THE
 CP2981'SOUTHWEST CORNER OF THE BRIDGE ON THE WEST BOUND LANE ON
 CP2981'INTERSTATE-20.
 CP2981'
 CP2981'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2981'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2981'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2981'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2981'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2981'STAMPED 42E001 1973.  THE MARK IS 23 FEET SOUTH OF THE CENTER
 CP2981'OF THE WEST BOUND LANE ON INTERSTATE-20, 5 FEET SOUTHWEST OF
 CP2981'THE SOUTHWEST CORNER OF THE BRIDGE ON THE WEST BOUND LANE ON
 CP2981'INTERSTATE-20, 4 FEET WEST OF A FENCE BETWEEN THE BRIDGES,
 CP2981'AND 2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 CP2981'
 CP2981'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2981
 CP2981                          STATION RECOVERY (1981)
 CP2981
 CP2981'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2981'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2981'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2979 ***********************************************************************
 CP2979  DESIGNATION -  42F001 LADH 1973
 CP2979  PID         -  CP2979
 CP2979  STATE/COUNTY-  LA/RICHLAND
 CP2979  USGS QUAD   -  DUNN (1987)
 CP2979
 CP2979                         *CURRENT SURVEY CONTROL
 CP2979  ___________________________________________________________________
 CP2979* NAD 83(1992)-  32 26 47.26441(N)    091 33 05.30238(W)     ADJUSTED  
 CP2979* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 CP2979  ___________________________________________________________________
 CP2979  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CP2979  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP2979
 CP2979  HORZ ORDER  -  SECOND
 CP2979
 CP2979.The horizontal coordinates were established by classical geodetic methods
 CP2979.and adjusted by the National Geodetic Survey in May 1994..
 CP2979
 CP2979.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2979
 CP2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2979
 CP2979.The geoid height was determined by GEOID03.
 CP2979
 CP2979;                    North         East     Units Scale Factor Converg.
 CP2979;SPC LA N     -   216,207.876 1,089,187.320   MT  0.99995720   +0 30 05.4
 CP2979;SPC LA N     -   709,342.01  3,573,442.07   sFT  0.99995720   +0 30 05.4
 CP2979;UTM  15      - 3,590,847.971   636,160.194   MT  0.99982862   +0 46 38.2
 CP2979
 CP2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2979!SPC LA N     -   0.99999969  x   0.99995720  =   0.99995689
 CP2979!UTM  15      -   0.99999969  x   0.99982862  =   0.99982831
 CP2979
 CP2979:                Primary Azimuth Mark                     Grid Az
 CP2979:SPC LA N     -  42F002                                   095 02 48.2
 CP2979:UTM  15      -  42F002                                   094 46 15.4
 CP2979
 CP2979|---------------------------------------------------------------------|
 CP2979| PID    Reference Object                     Distance      Geod. Az  |
 CP2979|                                                           dddmmss.s |
 CP2979| CP2978 42F002                              APPROX. 1.5 KM 0953253.6 |
 CP2979|---------------------------------------------------------------------|
 CP2979
 CP2979                          SUPERSEDED SURVEY CONTROL
 CP2979
 CP2979  NAD 83(1992)-  32 26 47.26672(N)    091 33 05.30155(W) AD(       ) 2
 CP2979  NAD 83(1986)-  32 26 47.27649(N)    091 33 05.29607(W) AD(       ) 2
 CP2979  NAD 27      -  32 26 46.76377(N)    091 33 04.86610(W) AD(       ) 2
 CP2979  NGVD 29 (07/19/86)   28.2    (m)           93.     (f) VERT ANG       
 CP2979
 CP2979.Superseded values are not recommended for survey control.
 CP2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2979.See file dsdata.txt to determine how the superseded data were derived.
 CP2979
 CP2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3616090848(NAD 83)
 CP2979_MARKER: DD = SURVEY DISK
 CP2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2979+STABILITY: SURFACE MOTION
 CP2979
 CP2979  HISTORY     - Date     Condition        Report By
 CP2979  HISTORY     - 1973     MONUMENTED       LADTD
 CP2979  HISTORY     - 1981     GOOD             LADTD
 CP2979
 CP2979                          STATION DESCRIPTION
 CP2979
 CP2979'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2979'THE STATION IS LOCATED 3 MILES SOUTHWEST OF DELHI, 4 MILES
 CP2979'SOUTHEAST OF HOLLY RIDGE, IN THE NORTHEAST 1/4 OF SECTION 21,
 CP2979'T17N, R9E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 CP2979'OF HIGHWAYS.
 CP2979'
 CP2979'TO REACH THE STATION FROM THE INTERSTATE-20 AND STATE HIGHWAY
 CP2979'609 INTERCHANGE JUST SOUTH OF DUNN, GO EAST ALONG INTERSTATE-20
 CP2979'FOR 1.8 MILES TO A REST AREA SOUTH OF THE HIGHWAY AND THE
 CP2979'STATION WHICH IS SET ON THE WEST END OF THE APPROACH RAMP
 CP2979'TO THE REST AREA.
 CP2979'
 CP2979'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2979'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2979'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2979'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2979'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2979'STAMPED 42F001 1973.  THE MARK IS 99 FEET SOUTH OF THE CENTER
 CP2979'OF THE EAST BOUND LANE ON INTERSTATE-20, 57 FEET NORTH OF A
 CP2979'CONCRETE CURB ON THE SOUTH SIDE OF THE REST AREA RAMP, 1.5
 CP2979'FEET EAST OF A METAL WITNESS POST AND SIGN.  THE STATION IS
 CP2979'APPROXIMATELY 85 FEET EAST OF THE BEGINNING OF THE RAMP.
 CP2979'
 CP2979'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2979
 CP2979                          STATION RECOVERY (1981)
 CP2979
 CP2979'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2979'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2979'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2013 ***********************************************************************
 CQ2013  DESIGNATION -  43 BOLT
 CQ2013  PID         -  CQ2013
 CQ2013  STATE/COUNTY-  LA/BOSSIER
 CQ2013  USGS QUAD   -  EASTWOOD (1975)
 CQ2013
 CQ2013                         *CURRENT SURVEY CONTROL
 CQ2013  ___________________________________________________________________
 CQ2013* NAD 83(1986)-  32 32 01.     (N)    093 30 17.     (W)     SCALED    
 CQ2013* NAVD 88     -        72.271  (meters)     237.11   (feet)  ADJUSTED  
 CQ2013  ___________________________________________________________________
 CQ2013  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2013  DYNAMIC HT  -          72.189 (meters)     236.84  (feet)  COMP
 CQ2013  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CQ2013
 CQ2013  VERT ORDER  -  FIRST     CLASS I
 CQ2013
 CQ2013.The horizontal coordinates were scaled from a topographic map and have
 CQ2013.an estimated accuracy of +/- 6 seconds.
 CQ2013
 CQ2013.The orthometric height was determined by differential leveling
 CQ2013.and adjusted by the National Geodetic Survey in June 1991..
 CQ2013.WARNING-Repeat measurements at this control monument indicate possible
 CQ2013.vertical movement.
 CQ2013
 CQ2013.The geoid height was determined by GEOID03.
 CQ2013
 CQ2013.The dynamic height is computed by dividing the NAVD 88
 CQ2013.geopotential number by the normal gravity value computed on the
 CQ2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2013.degrees latitude (g = 980.6199 gals.).
 CQ2013
 CQ2013.The modeled gravity was interpolated from observed gravity values.
 CQ2013
 CQ2013;                    North         East    Units  Estimated Accuracy
 CQ2013;SPC LA N     -   225,920.      905,620.      MT  (+/- 180 meters Scaled)
 CQ2013
 CQ2013                          SUPERSEDED SURVEY CONTROL
 CQ2013
 CQ2013  NGVD 29 (??/??/??)   72.346  (m)          237.36   (f) ADJUSTED    1 1
 CQ2013
 CQ2013.Superseded values are not recommended for survey control.
 CQ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2013.See file dsdata.txt to determine how the superseded data were derived.
 CQ2013
 CQ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR526996(NAD 83)
 CQ2013_MARKER: B = BOLT
 CQ2013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2013
 CQ2013  HISTORY     - Date     Condition        Report By
 CQ2013  HISTORY     - UNK      MONUMENTED       DOD
 CQ2013  HISTORY     - 1969     GOOD             CGS
 CQ2013
 CQ2013                          STATION DESCRIPTION
 CQ2013
 CQ2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2013'0.2 MI N FROM HOUGHTON.
 CQ2013'ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CQ2013'HOUGHTON, 0.15 MILE NORTH OF THE CROSSING OF THE PAVED ROAD AND THE
 CQ2013'ILLINOIS CENTRAL RAILROAD, 62 FEET WEST OF THE EXTENDED CENTER LINE OF
 CQ2013'THE ROAD, 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 CQ2013'47 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 36 1/2
 CQ2013'FEET NORTHWEST AND ACROSS A PAVED ROAD FROM POWER POLE NUMBER 4 WHICH
 CQ2013'BEARS A TRANSFORMER, 31 FEET NORTH AND ACROSS THE PAVED ROAD FROM A
 CQ2013'FIRE HYDRANT, 19 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 3
 CQ2013'1/2 FEET NORTHWEST OF A CEDAR TREE, A COPPER BOLT SET IN THE TOP OF A
 CQ2013'LIMESTONE BLOCK ABOUT 3 1/2 FEET BELOW THE SURFACE OF THE GROUND,
 CQ2013'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH BEARS A U.S.
 CQ2013'ENGINEERS CAP AND WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CQ2013'GROUND.  SEC 21, T 18N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1990 ***********************************************************************
 BJ1990  DESIGNATION -  43 BOLT
 BJ1990  PID         -  BJ1990
 BJ1990  STATE/COUNTY-  LA/IBERIA
 BJ1990  USGS QUAD   -  PIGEON (1980)
 BJ1990
 BJ1990                         *CURRENT SURVEY CONTROL
 BJ1990  ___________________________________________________________________
 BJ1990* NAD 83(1986)-  30 03 17.     (N)    091 16 03.     (W)     SCALED    
 BJ1990* NAVD 88     -         0.74   (+/-2cm)       2.4    (feet)  VERTCON   
 BJ1990  ___________________________________________________________________
 BJ1990  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BJ1990
 BJ1990  VERT ORDER  -  ? (See Below)
 BJ1990
 BJ1990.The horizontal coordinates were scaled from a topographic map and have
 BJ1990.an estimated accuracy of +/- 6 seconds.
 BJ1990
 BJ1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1990.The vertical order pertains to the NGVD 29 superseded value.
 BJ1990
 BJ1990.The geoid height was determined by GEOID03.
 BJ1990
 BJ1990;                    North         East    Units  Estimated Accuracy
 BJ1990;SPC LA S     -   172,330.    1,006,350.      MT  (+/- 180 meters Scaled)
 BJ1990
 BJ1990                          SUPERSEDED SURVEY CONTROL
 BJ1990
 BJ1990  NGVD 29 (??/??/??)    0.785  (m)            2.58   (f) ADJUSTED    ?  
 BJ1990
 BJ1990.Superseded values are not recommended for survey control.
 BJ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1990.See file dsdata.txt to determine how the superseded data were derived.
 BJ1990
 BJ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP670261(NAD 83)
 BJ1990_MARKER: B = BOLT
 BJ1990_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1990_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1990
 BJ1990  HISTORY     - Date     Condition        Report By
 BJ1990  HISTORY     - UNK      MONUMENTED       DOD
 BJ1990  HISTORY     - 1917     GOOD             CGS
 BJ1990  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ1990
 BJ1990                          STATION DESCRIPTION
 BJ1990
 BJ1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 BJ1990'IN GRAND RIVER.
 BJ1990'P.B.M. IS BOLT IN CONCRETE BLOCK AND IRON PIPE ON RIGHT BANK OF GRAND
 BJ1990'RIVER, IN IBERIA PARISH, LA.  T.12 S., R.12 E. OF LOUISIANA MERIDIAN.
 BJ1990'ABOUT 2.2 MILES ABOVE BAYOU PASTILLION.  ABOU 3/4 MILE ABOVE LARGE
 BJ1990'HOUSE OCCUPUIED BY MR. CLEMENTS.  IN UPPER END OF OLD GROWN UP FIELD.
 BJ1990'NEAR LOWER EDGE OF TIMBER.  56 METERS BACK OF RIVER BANK.  IN LINE
 BJ1990'WITH N. SIDE OF HOUSE AND 84.3 FEET WESTWARDLY FROM NW CORNER.  25
 BJ1990'METERS EASTWARDLY FROM ROAD THROUGH WOODS. CAP ON PIPE ABOUT 18 INCHES
 BJ1990'ABOVE GROUND.
 BJ1990
 BJ1990                          STATION RECOVERY (1965)
 BJ1990
 BJ1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ1990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2012 ***********************************************************************
 CQ2012  DESIGNATION -  43 CAP
 CQ2012  PID         -  CQ2012
 CQ2012  STATE/COUNTY-  LA/BOSSIER
 CQ2012  USGS QUAD   -  EASTWOOD (1975)
 CQ2012
 CQ2012                         *CURRENT SURVEY CONTROL
 CQ2012  ___________________________________________________________________
 CQ2012* NAD 83(1986)-  32 32 01.     (N)    093 30 17.     (W)     SCALED    
 CQ2012* NAVD 88     -        73.504  (meters)     241.15   (feet)  ADJUSTED  
 CQ2012  ___________________________________________________________________
 CQ2012  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2012  DYNAMIC HT  -          73.421 (meters)     240.88  (feet)  COMP
 CQ2012  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CQ2012
 CQ2012  VERT ORDER  -  FIRST     CLASS I
 CQ2012
 CQ2012.The horizontal coordinates were scaled from a topographic map and have
 CQ2012.an estimated accuracy of +/- 6 seconds.
 CQ2012
 CQ2012.The orthometric height was determined by differential leveling
 CQ2012.and adjusted by the National Geodetic Survey in June 1991..
 CQ2012
 CQ2012.The geoid height was determined by GEOID03.
 CQ2012
 CQ2012.The dynamic height is computed by dividing the NAVD 88
 CQ2012.geopotential number by the normal gravity value computed on the
 CQ2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2012.degrees latitude (g = 980.6199 gals.).
 CQ2012
 CQ2012.The modeled gravity was interpolated from observed gravity values.
 CQ2012
 CQ2012;                    North         East    Units  Estimated Accuracy
 CQ2012;SPC LA N     -   225,920.      905,620.      MT  (+/- 180 meters Scaled)
 CQ2012
 CQ2012                          SUPERSEDED SURVEY CONTROL
 CQ2012
 CQ2012  NGVD 29 (??/??/??)   73.579  (m)          241.40   (f) ADJUSTED    1 1
 CQ2012
 CQ2012.Superseded values are not recommended for survey control.
 CQ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2012.See file dsdata.txt to determine how the superseded data were derived.
 CQ2012
 CQ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR526996(NAD 83)
 CQ2012_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ2012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2012
 CQ2012  HISTORY     - Date     Condition        Report By
 CQ2012  HISTORY     - UNK      MONUMENTED       DOD
 CQ2012  HISTORY     - 1969     GOOD             CGS
 CQ2012
 CQ2012                          STATION DESCRIPTION
 CQ2012
 CQ2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2012'0.2 MI N FROM HAUGHTON.
 CQ2012'ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CQ2012'HAUGHTON, 0.15 MILE NORTH OF THE CROSSING OF THE PAVED ROAD AND THE
 CQ2012'ILLINOIS CENTRAL RAILROAD, 62 FEET WEST OF THE EXTENDED CENTER LINE OF
 CQ2012'THE ROAD, 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 CQ2012'47 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 36 1/2
 CQ2012'FEET NORTHWEST AND ACROSS A PAVED ROAD FROM POWER POLE NUMBER 4 WHICH
 CQ2012'BEARS A TRANSFORMER, 31 FEET NORTH AND ACROSS THE PAVED ROAD FROM A
 CQ2012'FIRE HYDRANT, 19 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 3
 CQ2012'1/2 FEET NORTHWEST OF A CEDAR TREE, A U.S. ENGINEERS CAP ON THE TOP OF
 CQ2012'A 4-INCH IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CQ2012'GROUND.  SEC 21, T 18N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1989 ***********************************************************************
 BJ1989  DESIGNATION -  43 CAP
 BJ1989  PID         -  BJ1989
 BJ1989  STATE/COUNTY-  LA/IBERIA
 BJ1989  USGS QUAD   -  PIGEON (1980)
 BJ1989
 BJ1989                         *CURRENT SURVEY CONTROL
 BJ1989  ___________________________________________________________________
 BJ1989* NAD 83(1986)-  30 03 17.     (N)    091 16 04.     (W)     SCALED    
 BJ1989* NAVD 88     -         1.96   (+/-2cm)       6.4    (feet)  VERTCON   
 BJ1989  ___________________________________________________________________
 BJ1989  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BJ1989
 BJ1989  VERT ORDER  -  ? (See Below)
 BJ1989
 BJ1989.The horizontal coordinates were scaled from a topographic map and have
 BJ1989.an estimated accuracy of +/- 6 seconds.
 BJ1989
 BJ1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1989.The vertical order pertains to the NGVD 29 superseded value.
 BJ1989
 BJ1989.The geoid height was determined by GEOID03.
 BJ1989
 BJ1989;                    North         East    Units  Estimated Accuracy
 BJ1989;SPC LA S     -   172,330.    1,006,320.      MT  (+/- 180 meters Scaled)
 BJ1989
 BJ1989                          SUPERSEDED SURVEY CONTROL
 BJ1989
 BJ1989  NGVD 29 (??/??/??)    2.001  (m)            6.56   (f) ADJUSTED    ?  
 BJ1989
 BJ1989.Superseded values are not recommended for survey control.
 BJ1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1989.See file dsdata.txt to determine how the superseded data were derived.
 BJ1989
 BJ1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP669261(NAD 83)
 BJ1989_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1989_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1989_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1989
 BJ1989  HISTORY     - Date     Condition        Report By
 BJ1989  HISTORY     - UNK      MONUMENTED       DOD
 BJ1989  HISTORY     - 1917     GOOD             CGS
 BJ1989  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ1989
 BJ1989                          STATION DESCRIPTION
 BJ1989
 BJ1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 BJ1989'IN GRAND RIVER.
 BJ1989'IN CONCRETE BLOCK AND IRON PIPE ON RIGHT BANK OF GRAND RIVER, IN
 BJ1989'IBERIA PARISH, LA.  T.12 S., R.12 E. OF LOUISIANA MERIDIAN.  ABOUT 2.2
 BJ1989'MILES ABOVE BAYOU PASTILLION.  ABOUT 3/4 MILE ABOVE LARGE HOUSE
 BJ1989'OCCUPIED BY MR. CLEMENTS.  IN UPPER END OF OLD GROWN UP FIELD.  NEAR
 BJ1989'LOWER EDGE OF TIMBER.  56 METERS BACK OF RIVER BANK.  IN LINE WITH N.
 BJ1989'SIDE OF HOUSE AND 84.3 FEET WESTWARDLY FROM NW CORNER.  25 METERS
 BJ1989'EASTWARDLY FROM ROAD THROGH WOODS.  CAP ON PIPE ABOUT 18 INCHES ABOVE
 BJ1989'GROUND.
 BJ1989
 BJ1989                          STATION RECOVERY (1965)
 BJ1989
 BJ1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ1989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0294 ***********************************************************************
 BJ0294  DESIGNATION -  43 EABPL
 BJ0294  PID         -  BJ0294
 BJ0294  STATE/COUNTY-  LA/IBERVILLE
 BJ0294  USGS QUAD   -  GROSSE TETE SW (1992)
 BJ0294
 BJ0294                         *CURRENT SURVEY CONTROL
 BJ0294  ___________________________________________________________________
 BJ0294* NAD 83(1986)-  30 16 13.     (N)    091 28 11.     (W)     SCALED    
 BJ0294* NAVD 88     -         5.600  (meters)      18.37   (feet)  ADJUSTED  
 BJ0294  ___________________________________________________________________
 BJ0294  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0294  DYNAMIC HT  -           5.592 (meters)      18.35  (feet)  COMP
 BJ0294  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 BJ0294
 BJ0294  VERT ORDER  -  FIRST     CLASS I
 BJ0294
 BJ0294.The horizontal coordinates were scaled from a topographic map and have
 BJ0294.an estimated accuracy of +/- 6 seconds.
 BJ0294
 BJ0294.The orthometric height was determined by differential leveling
 BJ0294.and adjusted by the National Geodetic Survey in February 1994..
 BJ0294
 BJ0294.The geoid height was determined by GEOID03.
 BJ0294
 BJ0294.The dynamic height is computed by dividing the NAVD 88
 BJ0294.geopotential number by the normal gravity value computed on the
 BJ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0294.degrees latitude (g = 980.6199 gals.).
 BJ0294
 BJ0294.The modeled gravity was interpolated from observed gravity values.
 BJ0294
 BJ0294;                    North         East    Units  Estimated Accuracy
 BJ0294;SPC LA S     -   196,230.      986,880.      MT  (+/- 180 meters Scaled)
 BJ0294
 BJ0294                          SUPERSEDED SURVEY CONTROL
 BJ0294
 BJ0294  NGVD 29 (??/??/??)    5.625  (m)           18.45   (f) ADJUSTED    1 1
 BJ0294
 BJ0294.Superseded values are not recommended for survey control.
 BJ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0294.See file dsdata.txt to determine how the superseded data were derived.
 BJ0294
 BJ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP471497(NAD 83)
 BJ0294_MARKER: DD = SURVEY DISK
 BJ0294_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0294_SP_SET: 109 FT IRON PIPE
 BJ0294_STAMPING: PBM 43 EABPL 1976 USE
 BJ0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0294
 BJ0294  HISTORY     - Date     Condition        Report By
 BJ0294  HISTORY     - 1976     MONUMENTED       USE
 BJ0294  HISTORY     - 1976     GOOD             NGS
 BJ0294
 BJ0294                          STATION DESCRIPTION
 BJ0294
 BJ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0294'10.7 MI SOUTH FROM RAMAH.
 BJ0294'10.7 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0294'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, AT THE
 BJ0294'JUNCTION OF A ROAD LEADING WEST, 37 FT SOUTHWEST OF THE CENTER LINE
 BJ0294'OF THE ROAD, 31 FT SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 BJ0294'A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 109 FT ENCASED
 BJ0294'IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 94 FT WITH A 3-INCH SCREW
 BJ0294'CAP FOR ACCESS. THE SCREW CAP PROJECTS 21 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1868 ***********************************************************************
 BX1868  DESIGNATION -  43 V 1 LADH
 BX1868  PID         -  BX1868
 BX1868  STATE/COUNTY-  LA/SABINE
 BX1868  USGS QUAD   -  MANY (1994)
 BX1868
 BX1868                         *CURRENT SURVEY CONTROL
 BX1868  ___________________________________________________________________
 BX1868* NAD 83(1986)-  31 35 39.     (N)    093 26 50.     (W)     SCALED    
 BX1868* NAVD 88     -        79.82   (+/-2cm)     261.9    (feet)  VERTCON   
 BX1868  ___________________________________________________________________
 BX1868  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BX1868
 BX1868  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1868
 BX1868.The horizontal coordinates were scaled from a topographic map and have
 BX1868.an estimated accuracy of +/- 6 seconds.
 BX1868
 BX1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1868.The vertical order pertains to the NGVD 29 superseded value.
 BX1868
 BX1868.The geoid height was determined by GEOID03.
 BX1868
 BX1868;                    North         East    Units  Estimated Accuracy
 BX1868;SPC LA N     -   121,710.      910,110.      MT  (+/- 180 meters Scaled)
 BX1868
 BX1868                          SUPERSEDED SURVEY CONTROL
 BX1868
 BX1868  NGVD 29 (??/??/??)   79.906  (m)          262.16   (f) ADJUSTED    2 1
 BX1868
 BX1868.Superseded values are not recommended for survey control.
 BX1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1868.See file dsdata.txt to determine how the superseded data were derived.
 BX1868
 BX1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ575955(NAD 83)
 BX1868_MARKER: DD = SURVEY DISK
 BX1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1868_STAMPING: 43V1 1969
 BX1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1868+STABILITY: SURFACE MOTION
 BX1868
 BX1868  HISTORY     - Date     Condition        Report By
 BX1868  HISTORY     - 1969     MONUMENTED       LADH
 BX1868  HISTORY     - 1970     GOOD             LADTD
 BX1868  HISTORY     - 20010331 GOOD             NGS
 BX1868  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1868
 BX1868                          STATION DESCRIPTION
 BX1868
 BX1868'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1868'3.20 MI NE FROM MANY.
 BX1868'ABOUT 3.2 MILES ALONG LOUSIANA HIGHWAY 6 FROM THE MANY POST OFFICE,
 BX1868'0.95 MILES NORTHEAST OF B.M. 3370.  28 FEET SOUTHEAST OF A 30 INCH
 BX1868'CONCRETE SIDE DRAIN PIPE (WEST END).  88 FEET SOUTH SOUTHEAST OF THE
 BX1868'INTERSECTION OF LOUISIANA HIGHWAY 6 AND A GRAVEL ROAD LEADING
 BX1868'SOUTHEAST.  93 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BX1868'6.  48 FEET SOUTHWEST OF CENTER OF GRAVEL ROAD LEADING SOUTHEAST AND 4
 BX1868'FEET SOUTH OF A 8 INCH PINE TREE.  DISK IN TOP OF A CONCRETE POST
 BX1868'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1868'NORTH OF THE MARK.  SECTION 23, T 7N, R 11W.
 BX1868
 BX1868                          STATION RECOVERY (2001)
 BX1868
 BX1868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1868'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1868
 BX1868                          STATION RECOVERY (2001)
 BX1868
 BX1868'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2036 ***********************************************************************
 BX2036  DESIGNATION -  43 V 10 LADH
 BX2036  PID         -  BX2036
 BX2036  STATE/COUNTY-  LA/SABINE
 BX2036  USGS QUAD   -  PEASON (1954)
 BX2036
 BX2036                         *CURRENT SURVEY CONTROL
 BX2036  ___________________________________________________________________
 BX2036* NAD 83(1986)-  31 24 03.     (N)    093 15 59.     (W)     SCALED    
 BX2036* NAVD 88     -       111.66   (+/-2cm)     366.3    (feet)  VERTCON   
 BX2036  ___________________________________________________________________
 BX2036  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX2036
 BX2036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2036
 BX2036.The horizontal coordinates were scaled from a topographic map and have
 BX2036.an estimated accuracy of +/- 6 seconds.
 BX2036
 BX2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2036.The vertical order pertains to the NGVD 29 superseded value.
 BX2036
 BX2036.The geoid height was determined by GEOID03.
 BX2036
 BX2036;                    North         East    Units  Estimated Accuracy
 BX2036;SPC LA N     -   100,140.      927,120.      MT  (+/- 180 meters Scaled)
 BX2036
 BX2036                          SUPERSEDED SURVEY CONTROL
 BX2036
 BX2036  NGVD 29 (??/??/??)  111.728  (m)          366.56   (f) ADJUSTED    2 0
 BX2036
 BX2036.Superseded values are not recommended for survey control.
 BX2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2036.See file dsdata.txt to determine how the superseded data were derived.
 BX2036
 BX2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ746740(NAD 83)
 BX2036_MARKER: DD = SURVEY DISK
 BX2036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2036_SP_SET: CONCRETE BLOCK
 BX2036_STAMPING: 43V10 1970
 BX2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2036
 BX2036  HISTORY     - Date     Condition        Report By
 BX2036  HISTORY     - 1970     MONUMENTED       LADH
 BX2036  HISTORY     - 1972     GOOD             LADTD
 BX2036  HISTORY     - 20010331 GOOD             NGS
 BX2036
 BX2036                          STATION DESCRIPTION
 BX2036
 BX2036'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2036'6.80 MI W FROM KISATCHIE.
 BX2036'LOCATED ABOUT 6.80 MILES WEST ALONG LOUISIANA HIGHWAY 118 FROM THE
 BX2036'POST OFFICE IN KISATCHIE.  1.95 MILES WEST OF THE SABINE AND
 BX2036'NATCHITOCHES PARISH LINE.  1.0 MILES WEST OF B.M. 43V9.  100 FEET
 BX2036'SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 118.  8 FEET
 BX2036'SOUTHEAST OF AN 8 INCH LONE LONG LEAF PINE TREE.  .10 MILES SOUTHEAST
 BX2036'OF A DIRT ROAD LEADING NORTHEAST.  DISK IS SET IN THE TOP OF A 10 INCH
 BX2036'CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BX2036'POST IS SET 1 FOOT NORTHWEST OF THE MARK.
 BX2036
 BX2036                          STATION RECOVERY (2001)
 BX2036
 BX2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2037 ***********************************************************************
 BX2037  DESIGNATION -  43 V 11 LADH
 BX2037  PID         -  BX2037
 BX2037  STATE/COUNTY-  LA/SABINE
 BX2037  USGS QUAD   -  PEASON (1954)
 BX2037
 BX2037                         *CURRENT SURVEY CONTROL
 BX2037  ___________________________________________________________________
 BX2037* NAD 83(1986)-  31 24 33.     (N)    093 16 37.     (W)     SCALED    
 BX2037* NAVD 88     -       105.99   (+/-2cm)     347.7    (feet)  VERTCON   
 BX2037  ___________________________________________________________________
 BX2037  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX2037
 BX2037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2037
 BX2037.The horizontal coordinates were scaled from a topographic map and have
 BX2037.an estimated accuracy of +/- 6 seconds.
 BX2037
 BX2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2037.The vertical order pertains to the NGVD 29 superseded value.
 BX2037
 BX2037.The geoid height was determined by GEOID03.
 BX2037
 BX2037;                    North         East    Units  Estimated Accuracy
 BX2037;SPC LA N     -   101,070.      926,120.      MT  (+/- 180 meters Scaled)
 BX2037
 BX2037                          SUPERSEDED SURVEY CONTROL
 BX2037
 BX2037  NGVD 29 (??/??/??)  106.051  (m)          347.94   (f) ADJUSTED    2 0
 BX2037
 BX2037.Superseded values are not recommended for survey control.
 BX2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2037.See file dsdata.txt to determine how the superseded data were derived.
 BX2037
 BX2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ736749(NAD 83)
 BX2037_MARKER: DD = SURVEY DISK
 BX2037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2037_SP_SET: CONCRETE BLOCK
 BX2037_STAMPING: 43V11 1970
 BX2037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2037
 BX2037  HISTORY     - Date     Condition        Report By
 BX2037  HISTORY     - 1970     MONUMENTED       LADH
 BX2037  HISTORY     - 1972     GOOD             LADTD
 BX2037  HISTORY     - 20010331 GOOD             NGS
 BX2037
 BX2037                          STATION DESCRIPTION
 BX2037
 BX2037'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2037'7.70 MI W FROM KISATCHIE.
 BX2037'LOCATED ABOUT 7.70 MILES WEST ALONG LOUISIANA HIGHWAY 118 FROM THE
 BX2037'POST OFFICE IN KISATCHIE.  2.85 MILES WEST OF THE SABINE AND
 BX2037'NATCHITOCHES PARISH LINE.  .90 MILES WEST OF B.M. 43V10.  89 FEET
 BX2037'NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 118.  48 FEET NORTH OF A
 BX2037'BARBED FENCE.  28 FEET WEST OF THE CENTER OF A TRACK ROAD LEADING
 BX2037'NORTH.  ABOUT .20 MILES NORTHWEST OF A BRICK DWELLING HOUSE.  .10
 BX2037'MILES SOUTHEAST OF A WOOD FRAME BRIDGE.  DISK SET IN THE TOP OF A 10
 BX2037'INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL
 BX2037'WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX2037
 BX2037                          STATION RECOVERY (2001)
 BX2037
 BX2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2038 ***********************************************************************
 BX2038  DESIGNATION -  43 V 12 LADH
 BX2038  PID         -  BX2038
 BX2038  STATE/COUNTY-  LA/SABINE
 BX2038  USGS QUAD   -  PEASON (1954)
 BX2038
 BX2038                         *CURRENT SURVEY CONTROL
 BX2038  ___________________________________________________________________
 BX2038* NAD 83(1986)-  31 24 42.     (N)    093 17 32.     (W)     SCALED    
 BX2038* NAVD 88     -       106.19   (+/-2cm)     348.4    (feet)  VERTCON   
 BX2038  ___________________________________________________________________
 BX2038  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX2038
 BX2038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2038
 BX2038.The horizontal coordinates were scaled from a topographic map and have
 BX2038.an estimated accuracy of +/- 6 seconds.
 BX2038
 BX2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2038.The vertical order pertains to the NGVD 29 superseded value.
 BX2038
 BX2038.The geoid height was determined by GEOID03.
 BX2038
 BX2038;                    North         East    Units  Estimated Accuracy
 BX2038;SPC LA N     -   101,360.      924,670.      MT  (+/- 180 meters Scaled)
 BX2038
 BX2038                          SUPERSEDED SURVEY CONTROL
 BX2038
 BX2038  NGVD 29 (??/??/??)  106.250  (m)          348.59   (f) ADJUSTED    2 0
 BX2038
 BX2038.Superseded values are not recommended for survey control.
 BX2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2038.See file dsdata.txt to determine how the superseded data were derived.
 BX2038
 BX2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ722752(NAD 83)
 BX2038_MARKER: DD = SURVEY DISK
 BX2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2038_STAMPING: 43V12 1970
 BX2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2038+STABILITY: SURFACE MOTION
 BX2038
 BX2038  HISTORY     - Date     Condition        Report By
 BX2038  HISTORY     - 1970     MONUMENTED       LADH
 BX2038  HISTORY     - 1972     GOOD             LADTD
 BX2038  HISTORY     - 20010331 GOOD             NGS
 BX2038
 BX2038                          STATION DESCRIPTION
 BX2038
 BX2038'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2038'8.70 MI W FROM KISATCHIE.
 BX2038'LOCATED ABOUT 8.70 MILES WEST ALONG LOUISIANA HIGHWAY 118 FROM THE
 BX2038'POST OFFICE IN KISATCHIE.  1.0 MILES WEST OF B.M. 43V11.  149 FEET
 BX2038'NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 118.  72 FEET NORTH
 BX2038'OF THE CENTER OF A METAL CATTLE GAP WITH BRICK COLUMN ON EACH SIDE. 1
 BX2038'FOOT NORTHWEST OF CORNER OF A CYCLONE FENCE.  APPROX. 250 FEET WEST OF
 BX2038'A BRICK DWELLING HOUSE.  DISK IS SET IN THE TOP OF A CONCRETE POST
 BX2038'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BX2038'FOOT SOUTHWEST OF THE MARK.
 BX2038
 BX2038                          STATION RECOVERY (2001)
 BX2038
 BX2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2038'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2041 ***********************************************************************
 BX2041  DESIGNATION -  43 V 13 LADH
 BX2041  PID         -  BX2041
 BX2041  STATE/COUNTY-  LA/SABINE
 BX2041  USGS QUAD   -  PEASON (1954)
 BX2041
 BX2041                         *CURRENT SURVEY CONTROL
 BX2041  ___________________________________________________________________
 BX2041* NAD 83(1986)-  31 25 24.     (N)    093 18 25.     (W)     SCALED    
 BX2041* NAVD 88     -       100.42   (+/-2cm)     329.5    (feet)  VERTCON   
 BX2041  ___________________________________________________________________
 BX2041  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2041
 BX2041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2041
 BX2041.The horizontal coordinates were scaled from a topographic map and have
 BX2041.an estimated accuracy of +/- 6 seconds.
 BX2041
 BX2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2041.The vertical order pertains to the NGVD 29 superseded value.
 BX2041
 BX2041.The geoid height was determined by GEOID03.
 BX2041
 BX2041;                    North         East    Units  Estimated Accuracy
 BX2041;SPC LA N     -   102,660.      923,280.      MT  (+/- 180 meters Scaled)
 BX2041
 BX2041                          SUPERSEDED SURVEY CONTROL
 BX2041
 BX2041  NGVD 29 (??/??/??)  100.481  (m)          329.66   (f) ADJUSTED    2 0
 BX2041
 BX2041.Superseded values are not recommended for survey control.
 BX2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2041.See file dsdata.txt to determine how the superseded data were derived.
 BX2041
 BX2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ708765(NAD 83)
 BX2041_MARKER: DD = SURVEY DISK
 BX2041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2041_SP_SET: CONCRETE BLOCK
 BX2041_STAMPING: 43V13 1970
 BX2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2041
 BX2041  HISTORY     - Date     Condition        Report By
 BX2041  HISTORY     - 1970     MONUMENTED       LADH
 BX2041  HISTORY     - 1972     GOOD             LADTD
 BX2041  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2041
 BX2041                          STATION DESCRIPTION
 BX2041
 BX2041'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2041'9.9 MI W FROM KISATCHIE.
 BX2041'ABOUT 9.9 MILES WEST ALONG LOUISIANA HIGHWAY 118 FROM THE POST OFFICE
 BX2041'IN KISATCHIE.  1.2 MILES WEST OF B.M. 43V12.  .4 MILES EAST OF PINE
 BX2041'GROVE BAPTIST CHURCH.  104 FEET NORTH OF CENTERLINE OF LOUISIANA
 BX2041'HIGHWAY 118.  .15 MILES WEST OF A WOOD FRAME BRIDGE.  108 FEET
 BX2041'NORTHEAST OF THE NORTH END OF A 24 INCH CONCRETE CROSS DRAIN PIPE.
 BX2041'DISK SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES
 BX2041'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX2041
 BX2041                          STATION RECOVERY (2001)
 BX2041
 BX2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2041'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2042 ***********************************************************************
 BX2042  DESIGNATION -  43 V 14 LADH
 BX2042  PID         -  BX2042
 BX2042  STATE/COUNTY-  LA/SABINE
 BX2042  USGS QUAD   -  PEASON (1954)
 BX2042
 BX2042                         *CURRENT SURVEY CONTROL
 BX2042  ___________________________________________________________________
 BX2042* NAD 83(1986)-  31 25 53.     (N)    093 19 03.     (W)     SCALED    
 BX2042* NAVD 88     -       108.72   (+/-2cm)     356.7    (feet)  VERTCON   
 BX2042  ___________________________________________________________________
 BX2042  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2042
 BX2042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2042
 BX2042.The horizontal coordinates were scaled from a topographic map and have
 BX2042.an estimated accuracy of +/- 6 seconds.
 BX2042
 BX2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2042.The vertical order pertains to the NGVD 29 superseded value.
 BX2042
 BX2042.The geoid height was determined by GEOID03.
 BX2042
 BX2042;                    North         East    Units  Estimated Accuracy
 BX2042;SPC LA N     -   103,560.      922,280.      MT  (+/- 180 meters Scaled)
 BX2042
 BX2042                          SUPERSEDED SURVEY CONTROL
 BX2042
 BX2042  NGVD 29 (??/??/??)  108.784  (m)          356.90   (f) ADJUSTED    2 0
 BX2042
 BX2042.Superseded values are not recommended for survey control.
 BX2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2042.See file dsdata.txt to determine how the superseded data were derived.
 BX2042
 BX2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ698774(NAD 83)
 BX2042_MARKER: DD = SURVEY DISK
 BX2042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2042_SP_SET: CONCRETE BLOCK
 BX2042_STAMPING: 43V14 1970
 BX2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2042
 BX2042  HISTORY     - Date     Condition        Report By
 BX2042  HISTORY     - 1970     MONUMENTED       LADH
 BX2042  HISTORY     - 1972     GOOD             LADTD
 BX2042  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2042
 BX2042                          STATION DESCRIPTION
 BX2042
 BX2042'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2042'10.85 MI W FROM KISATCHIE.
 BX2042'ABOUT 10.85 MILES WEST ALONG LOUISIANA HIGHWAY 118 FROM THE POST
 BX2042'OFFICE AT KISATCHIE.  .55 MILES WEST OF THE PINE GROVE BAPTIST CHURCH.
 BX2042'.95 MILES WEST OF B.M. 43V13.  78 FEET WEST OF CENTER OF LOUISIANA
 BX2042'HIGHWAY 118.  11 FEET WEST OF CORNER POST OF A CYCLONE FENCE. 99 FEET
 BX2042'SOUTH OF A 24 INCH CONCRETE CROSS DRAIN PIPE.  34 FEET NORTHEAST OF
 BX2042'NORTHEAST CORNER OF ASBESTOS SIDING DWELLING HOUSE. DISK SET IN THE
 BX2042'TOP OF A 10 INCH CONCRETE BLOCK FLUSH WITH THE GROUND. A STEEL WITNESS
 BX2042'POST IS SET 1 FOOT EAST OF THE MARK.
 BX2042
 BX2042                          STATION RECOVERY (2001)
 BX2042
 BX2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2043 ***********************************************************************
 BX2043  DESIGNATION -  43 V 15 LADH
 BX2043  PID         -  BX2043
 BX2043  STATE/COUNTY-  LA/SABINE
 BX2043  USGS QUAD   -  PEASON (1954)
 BX2043
 BX2043                         *CURRENT SURVEY CONTROL
 BX2043  ___________________________________________________________________
 BX2043* NAD 83(1986)-  31 26 39.     (N)    093 19 13.     (W)     SCALED    
 BX2043* NAVD 88     -       112.78   (+/-2cm)     370.0    (feet)  VERTCON   
 BX2043  ___________________________________________________________________
 BX2043  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2043
 BX2043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2043
 BX2043.The horizontal coordinates were scaled from a topographic map and have
 BX2043.an estimated accuracy of +/- 6 seconds.
 BX2043
 BX2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2043.The vertical order pertains to the NGVD 29 superseded value.
 BX2043
 BX2043.The geoid height was determined by GEOID03.
 BX2043
 BX2043;                    North         East    Units  Estimated Accuracy
 BX2043;SPC LA N     -   104,980.      922,030.      MT  (+/- 180 meters Scaled)
 BX2043
 BX2043                          SUPERSEDED SURVEY CONTROL
 BX2043
 BX2043  NGVD 29 (??/??/??)  112.850  (m)          370.24   (f) ADJUSTED    2 0
 BX2043
 BX2043.Superseded values are not recommended for survey control.
 BX2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2043.See file dsdata.txt to determine how the superseded data were derived.
 BX2043
 BX2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ695788(NAD 83)
 BX2043_MARKER: DD = SURVEY DISK
 BX2043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2043_SP_SET: CONCRETE BLOCK
 BX2043_STAMPING: 43V15 1970
 BX2043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2043
 BX2043  HISTORY     - Date     Condition        Report By
 BX2043  HISTORY     - 1970     MONUMENTED       LADH
 BX2043  HISTORY     - 1972     GOOD             LADTD
 BX2043  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2043
 BX2043                          STATION DESCRIPTION
 BX2043
 BX2043'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2043'12.20 MI ESE FROM FLORIEN.
 BX2043'LOCATED ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST
 BX2043'OFFICE IN FLORIEN.  1.05 MILES NORTH ALONG UNITED STATES HIGHWAY 171.
 BX2043'10.65 EAST ALONG LOUISIANA HIGHWAY 118.  1.0 MILES WEST OF B.M. 43V14.
 BX2043'75 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 118.  198 FEET SOUTH
 BX2043'OF THE WEST END OF A DOUBLE BARREL 36 INCH CONCRETE CROSS DRAIN PIPE.
 BX2043'.15 MILE EAST OF A BRICK DWELLING HOUSE.  DISK SET IN THE TOP OF A 10
 BX2043'INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE GROUND. A STEEL WITNESS
 BX2043'POST IS SET 1 FOOT EAST OF THE MARK.
 BX2043
 BX2043                          STATION RECOVERY (2001)
 BX2043
 BX2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2043'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2044 ***********************************************************************
 BX2044  DESIGNATION -  43 V 16 LADH
 BX2044  PID         -  BX2044
 BX2044  STATE/COUNTY-  LA/SABINE
 BX2044  USGS QUAD   -  PEASON (1954)
 BX2044
 BX2044                         *CURRENT SURVEY CONTROL
 BX2044  ___________________________________________________________________
 BX2044* NAD 83(1986)-  31 27 20.     (N)    093 19 05.     (W)     SCALED    
 BX2044* NAVD 88     -       125.89   (+/-2cm)     413.0    (feet)  VERTCON   
 BX2044  ___________________________________________________________________
 BX2044  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX2044
 BX2044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2044
 BX2044.The horizontal coordinates were scaled from a topographic map and have
 BX2044.an estimated accuracy of +/- 6 seconds.
 BX2044
 BX2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2044.The vertical order pertains to the NGVD 29 superseded value.
 BX2044
 BX2044.The geoid height was determined by GEOID03.
 BX2044
 BX2044;                    North         East    Units  Estimated Accuracy
 BX2044;SPC LA N     -   106,240.      922,250.      MT  (+/- 180 meters Scaled)
 BX2044
 BX2044                          SUPERSEDED SURVEY CONTROL
 BX2044
 BX2044  NGVD 29 (??/??/??)  125.950  (m)          413.22   (f) ADJUSTED    2 0
 BX2044
 BX2044.Superseded values are not recommended for survey control.
 BX2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2044.See file dsdata.txt to determine how the superseded data were derived.
 BX2044
 BX2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ697801(NAD 83)
 BX2044_MARKER: DD = SURVEY DISK
 BX2044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2044_SP_SET: CONCRETE BLOCK
 BX2044_STAMPING: 43V16 1970
 BX2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2044
 BX2044  HISTORY     - Date     Condition        Report By
 BX2044  HISTORY     - 1970     MONUMENTED       LADH
 BX2044  HISTORY     - 1972     GOOD             LADTD
 BX2044  HISTORY     - 20010331 GOOD             NGS
 BX2044
 BX2044                          STATION DESCRIPTION
 BX2044
 BX2044'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2044'11.15 MI ESE FROM FLORIEN.
 BX2044'LOCATED ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST
 BX2044'OFFICE IN FLORIEN.  1.05 MILES NORTH ALONG UNITED STATES HIGHWAY 171.
 BX2044'9.60 MILES EAST ALONG LOUISIANA HIGHWAY 118.  1.05 MILES WEST OF B.M.
 BX2044'43V15.  90 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 118. 384 FEET
 BX2044'NORTHWEST OF WEST END OF A 24 INCH CONCRETE CROSS DRAIN.  34 FEET WEST
 BX2044'OF CORNER POST OF A BARBED WIRE FENCE.  1 FOOT SOUTH OF BARBED WIRE
 BX2044'FENCE.  .10 MILES SOUTH OF CROSSROADS.  DISK SET IN THE TOP OF A 10
 BX2044'INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND. A STEEL
 BX2044'WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BX2044
 BX2044                          STATION RECOVERY (2001)
 BX2044
 BX2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2044'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2045 ***********************************************************************
 BX2045  DESIGNATION -  43 V 17 LADH
 BX2045  PID         -  BX2045
 BX2045  STATE/COUNTY-  LA/SABINE
 BX2045  USGS QUAD   -  PEASON (1954)
 BX2045
 BX2045                         *CURRENT SURVEY CONTROL
 BX2045  ___________________________________________________________________
 BX2045* NAD 83(1986)-  31 27 46.     (N)    093 19 36.     (W)     SCALED    
 BX2045* NAVD 88     -       109.19   (+/-2cm)     358.2    (feet)  VERTCON   
 BX2045  ___________________________________________________________________
 BX2045  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX2045
 BX2045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2045
 BX2045.The horizontal coordinates were scaled from a topographic map and have
 BX2045.an estimated accuracy of +/- 6 seconds.
 BX2045
 BX2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2045.The vertical order pertains to the NGVD 29 superseded value.
 BX2045
 BX2045.The geoid height was determined by GEOID03.
 BX2045
 BX2045;                    North         East    Units  Estimated Accuracy
 BX2045;SPC LA N     -   107,050.      921,440.      MT  (+/- 180 meters Scaled)
 BX2045
 BX2045                          SUPERSEDED SURVEY CONTROL
 BX2045
 BX2045  NGVD 29 (??/??/??)  109.259  (m)          358.46   (f) ADJUSTED    2 0
 BX2045
 BX2045.Superseded values are not recommended for survey control.
 BX2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2045.See file dsdata.txt to determine how the superseded data were derived.
 BX2045
 BX2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ689809(NAD 83)
 BX2045_MARKER: DD = SURVEY DISK
 BX2045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2045_SP_SET: CONCRETE BLOCK
 BX2045_STAMPING: 43V17 1970
 BX2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2045
 BX2045  HISTORY     - Date     Condition        Report By
 BX2045  HISTORY     - 1970     MONUMENTED       LADH
 BX2045  HISTORY     - 1972     GOOD             LADTD
 BX2045  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2045
 BX2045                          STATION DESCRIPTION
 BX2045
 BX2045'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2045'10.15 MI ESE FROM FLORIEN.
 BX2045'LOCATED ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST
 BX2045'OFFICE IN FLORIEN.  1.05 MILES NORTH ALONG UNITED STATES HIGHWAY 171.
 BX2045'8.65 MILES EAST ALONG LOUISIANA HIGHWAY 118.  1.0 MILES WEST OF B.M.
 BX2045'43V16.  72 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 118. ABOUT
 BX2045'.15 MILES WEST OF A 36 INCH METAL CROSS-DRAIN PIPE.  .1 MILES EAST OF
 BX2045'A DOUBLE 36 INCH METAL CROSS-DRAIN PIPE.  DISK SET IN TOP OF A 10 INCH
 BX2045'CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BX2045'POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX2045
 BX2045                          STATION RECOVERY (2001)
 BX2045
 BX2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2045'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2046 ***********************************************************************
 BX2046  DESIGNATION -  43 V 18 LADH
 BX2046  PID         -  BX2046
 BX2046  STATE/COUNTY-  LA/SABINE
 BX2046  USGS QUAD   -  PEASON (1954)
 BX2046
 BX2046                         *CURRENT SURVEY CONTROL
 BX2046  ___________________________________________________________________
 BX2046* NAD 83(1986)-  31 27 52.     (N)    093 20 36.     (W)     SCALED    
 BX2046* NAVD 88     -        93.52   (+/-2cm)     306.8    (feet)  VERTCON   
 BX2046  ___________________________________________________________________
 BX2046  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2046
 BX2046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2046
 BX2046.The horizontal coordinates were scaled from a topographic map and have
 BX2046.an estimated accuracy of +/- 6 seconds.
 BX2046
 BX2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2046.The vertical order pertains to the NGVD 29 superseded value.
 BX2046
 BX2046.The geoid height was determined by GEOID03.
 BX2046
 BX2046;                    North         East    Units  Estimated Accuracy
 BX2046;SPC LA N     -   107,250.      919,860.      MT  (+/- 180 meters Scaled)
 BX2046
 BX2046                          SUPERSEDED SURVEY CONTROL
 BX2046
 BX2046  NGVD 29 (??/??/??)   93.589  (m)          307.05   (f) ADJUSTED    2 0
 BX2046
 BX2046.Superseded values are not recommended for survey control.
 BX2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2046.See file dsdata.txt to determine how the superseded data were derived.
 BX2046
 BX2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ673811(NAD 83)
 BX2046_MARKER: DD = SURVEY DISK
 BX2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2046_STAMPING: 43V18 1970
 BX2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2046+STABILITY: SURFACE MOTION
 BX2046
 BX2046  HISTORY     - Date     Condition        Report By
 BX2046  HISTORY     - 1970     MONUMENTED       LADH
 BX2046  HISTORY     - 1972     GOOD             LADTD
 BX2046  HISTORY     - 20010331 GOOD             NGS
 BX2046
 BX2046                          STATION DESCRIPTION
 BX2046
 BX2046'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2046'9.15 MI ESE FROM FLORIEN.
 BX2046'ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST OFFICE
 BX2046'IN FLORIEN.  1.05 MILES NORTH ALONG UNITED STATES HIGHWAY 171.  7.60
 BX2046'MILES EAST ALONG LOUISIANA HIGHWAY 118.  1.0 MILES WEST OF B.M. 43V17.
 BX2046'60 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 118.  100 FEET
 BX2046'NORTHEAST OF INTERSECTION OF A GRAVEL DRIVE LEADING NORTH OFF OF
 BX2046'LOUISIANA HIGHWAY 118.  70 FEET NORTHEAST OF THE NORTH END OF A 24
 BX2046'INCH CONCRETE CROSS-DRAIN PIPE.  58 FEET WEST OF L.D.H. RIGHT-OF-WAY
 BX2046'MARKER.  18 FEET NORTH OF THE CORNER POST OF A MESH AND BARBED WIRE
 BX2046'FENCE.  1 FOOT WEST OF MESH AND BARBED WIRE FENCE.  SET IN THE TOP OF
 BX2046'A 10 INCH CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL
 BX2046'WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX2046
 BX2046                          STATION RECOVERY (2001)
 BX2046
 BX2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2046'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2047 ***********************************************************************
 BX2047  DESIGNATION -  43 V 19 LADH
 BX2047  PID         -  BX2047
 BX2047  STATE/COUNTY-  LA/SABINE
 BX2047  USGS QUAD   -  PEASON (1954)
 BX2047
 BX2047                         *CURRENT SURVEY CONTROL
 BX2047  ___________________________________________________________________
 BX2047* NAD 83(1986)-  31 27 50.     (N)    093 21 32.     (W)     SCALED    
 BX2047* NAVD 88     -        85.46   (+/-2cm)     280.4    (feet)  VERTCON   
 BX2047  ___________________________________________________________________
 BX2047  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BX2047
 BX2047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2047
 BX2047.The horizontal coordinates were scaled from a topographic map and have
 BX2047.an estimated accuracy of +/- 6 seconds.
 BX2047
 BX2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2047.The vertical order pertains to the NGVD 29 superseded value.
 BX2047
 BX2047.The geoid height was determined by GEOID03.
 BX2047
 BX2047;                    North         East    Units  Estimated Accuracy
 BX2047;SPC LA N     -   107,200.      918,380.      MT  (+/- 180 meters Scaled)
 BX2047
 BX2047                          SUPERSEDED SURVEY CONTROL
 BX2047
 BX2047  NGVD 29 (??/??/??)   85.529  (m)          280.61   (f) ADJUSTED    2 0
 BX2047
 BX2047.Superseded values are not recommended for survey control.
 BX2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2047.See file dsdata.txt to determine how the superseded data were derived.
 BX2047
 BX2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ659810(NAD 83)
 BX2047_MARKER: DD = SURVEY DISK
 BX2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2047_STAMPING: 43V19 1970
 BX2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2047+STABILITY: SURFACE MOTION
 BX2047
 BX2047  HISTORY     - Date     Condition        Report By
 BX2047  HISTORY     - 1970     MONUMENTED       LADH
 BX2047  HISTORY     - 1972     GOOD             LADTD
 BX2047  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2047
 BX2047                          STATION DESCRIPTION
 BX2047
 BX2047'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2047'8.10 MI ESE FROM FLORIEN.
 BX2047'ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST OFFICE
 BX2047'IN FLORIEN.  1.05 MILES NORTH ALONG UNITED STATES HIGHWAY 171.  6.6
 BX2047'MILES EAST ALONG LOUISIANA HIGHWAY 118.  1.05 MILES WEST OF B.M.
 BX2047'43V18.  67 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 118.  37 FEET
 BX2047'EAST OF CENTER OF CATTLE GAP ON BLACK TOP DRIVE LEADING TO A BRICK
 BX2047'HOUSE.  14 FEET SOUTHEAST OF 24 INCH PINE TREE.  1 FOOT NORTH OF A
 BX2047'BARBED WIRE FENCE.  SET IN THE TOP OF A 10 INCH CONCRETE POST
 BX2047'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BX2047'FOOT NORTH OF THE MARK.
 BX2047
 BX2047                          STATION RECOVERY (2001)
 BX2047
 BX2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2047'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1869 ***********************************************************************
 BX1869  DESIGNATION -  43 V 2 LADH
 BX1869  PID         -  BX1869
 BX1869  STATE/COUNTY-  LA/SABINE
 BX1869  USGS QUAD   -  MANY (1994)
 BX1869
 BX1869                         *CURRENT SURVEY CONTROL
 BX1869  ___________________________________________________________________
 BX1869* NAD 83(1986)-  31 36 11.     (N)    093 26 07.     (W)     SCALED    
 BX1869* NAVD 88     -       101.19   (+/-2cm)     332.0    (feet)  VERTCON   
 BX1869  ___________________________________________________________________
 BX1869  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX1869
 BX1869  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1869
 BX1869.The horizontal coordinates were scaled from a topographic map and have
 BX1869.an estimated accuracy of +/- 6 seconds.
 BX1869
 BX1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1869.The vertical order pertains to the NGVD 29 superseded value.
 BX1869
 BX1869.The geoid height was determined by GEOID03.
 BX1869
 BX1869;                    North         East    Units  Estimated Accuracy
 BX1869;SPC LA N     -   122,680.      911,250.      MT  (+/- 180 meters Scaled)
 BX1869
 BX1869                          SUPERSEDED SURVEY CONTROL
 BX1869
 BX1869  NGVD 29 (??/??/??)  101.266  (m)          332.24   (f) ADJUSTED    2 1
 BX1869
 BX1869.Superseded values are not recommended for survey control.
 BX1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1869.See file dsdata.txt to determine how the superseded data were derived.
 BX1869
 BX1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ587965(NAD 83)
 BX1869_MARKER: DD = SURVEY DISK
 BX1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1869_STAMPING: 43V2 1969
 BX1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1869+STABILITY: SURFACE MOTION
 BX1869
 BX1869  HISTORY     - Date     Condition        Report By
 BX1869  HISTORY     - 1969     MONUMENTED       LADH
 BX1869  HISTORY     - 1970     GOOD             LADTD
 BX1869  HISTORY     - 20010331 GOOD             NGS
 BX1869  HISTORY     - 20010922 GOOD             USPSQD
 BX1869
 BX1869                          STATION DESCRIPTION
 BX1869
 BX1869'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1869'4.3 MI NE FROM MANY.
 BX1869'ABOUT 4.3 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE MANY POST
 BX1869'OFFICE.  1.1 MILES NORTHEAST OF B.M. 43V1.  147 FEET SOUTHEAST OF
 BX1869'CENTERLINE OF LOUISIANA HIGHWAY 6.  83 FEET EAST NORTHEAST OF THE
 BX1869'NORTHEAST CORNER OF THE TRINITY BAPTIST CHURCH.  98 FEET EAST OF A
 BX1869'COMBINATION LIGHT AND POWER POLE.  6 FEET SOUTHWEST OF A 6 INCH WHITE
 BX1869'OAK TREE.  DISK IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BX1869'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTHWEST OF THE MARK.
 BX1869'SECTION 7, T 7N, R 10W.
 BX1869
 BX1869                          STATION RECOVERY (2001)
 BX1869
 BX1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1869'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1869
 BX1869                          STATION RECOVERY (2001)
 BX1869
 BX1869'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2048 ***********************************************************************
 BX2048  DESIGNATION -  43 V 20 LADH
 BX2048  PID         -  BX2048
 BX2048  STATE/COUNTY-  LA/SABINE
 BX2048  USGS QUAD   -  PEASON (1954)
 BX2048
 BX2048                         *CURRENT SURVEY CONTROL
 BX2048  ___________________________________________________________________
 BX2048* NAD 83(1986)-  31 28 01.     (N)    093 22 25.     (W)     SCALED    
 BX2048* NAVD 88     -        89.32   (+/-2cm)     293.0    (feet)  VERTCON   
 BX2048  ___________________________________________________________________
 BX2048  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX2048
 BX2048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2048
 BX2048.The horizontal coordinates were scaled from a topographic map and have
 BX2048.an estimated accuracy of +/- 6 seconds.
 BX2048
 BX2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2048.The vertical order pertains to the NGVD 29 superseded value.
 BX2048
 BX2048.The geoid height was determined by GEOID03.
 BX2048
 BX2048;                    North         East    Units  Estimated Accuracy
 BX2048;SPC LA N     -   107,550.      916,980.      MT  (+/- 180 meters Scaled)
 BX2048
 BX2048                          SUPERSEDED SURVEY CONTROL
 BX2048
 BX2048  NGVD 29 (??/??/??)   89.389  (m)          293.27   (f) ADJUSTED    2 0
 BX2048
 BX2048.Superseded values are not recommended for survey control.
 BX2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2048.See file dsdata.txt to determine how the superseded data were derived.
 BX2048
 BX2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ645814(NAD 83)
 BX2048_MARKER: DD = SURVEY DISK
 BX2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2048_STAMPING: 43V20 1970
 BX2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2048+STABILITY: SURFACE MOTION
 BX2048
 BX2048  HISTORY     - Date     Condition        Report By
 BX2048  HISTORY     - 1970     MONUMENTED       LADH
 BX2048  HISTORY     - 1972     GOOD             LADTD
 BX2048  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2048
 BX2048                          STATION DESCRIPTION
 BX2048
 BX2048'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2048'7.15 MI ESE FROM FLORIEN.
 BX2048'ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST OFFICE
 BX2048'IN FLORIEN.  1.05 MILES NORTH ALONG UNITED STATES HIGHWAY 171.  5.65
 BX2048'MILES EAST ALONG LOUISIANA HIGHWAY 118.  .95 MILES WEST OF B.M. 43V19.
 BX2048'115 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 118. 94
 BX2048'FEET SOUTH OF CENTER OF A 18 INCH SIDE DRAIN PIPE UNDER DRIVEWAY. 2
 BX2048'FOOT NORTHEAST OF THE NORTHEAST CORNER OF A CAR GARAGE. 19 FEET EAST
 BX2048'OF CORNER POST OF YARD FENCE.  .6 MILES EAST OF OLD MOUNT CARMEL
 BX2048'SCHOOL.  .4 MILES EAST OF MOUNT CARMEL BAPTIST CHURCH. SET IN THE TOP
 BX2048'OF A 10 INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A
 BX2048'STEEL WITNESS POST IS SET 10 FOOT NORTHWEST OF THE MARK.
 BX2048
 BX2048                          STATION RECOVERY (2001)
 BX2048
 BX2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2048'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2049 ***********************************************************************
 BX2049  DESIGNATION -  43 V 21 LADH
 BX2049  PID         -  BX2049
 BX2049  STATE/COUNTY-  LA/SABINE
 BX2049  USGS QUAD   -  FLORIEN (1997)
 BX2049
 BX2049                         *CURRENT SURVEY CONTROL
 BX2049  ___________________________________________________________________
 BX2049* NAD 83(1986)-  31 28 21.     (N)    093 23 13.     (W)     SCALED    
 BX2049* NAVD 88     -        91.08   (+/-2cm)     298.8    (feet)  VERTCON   
 BX2049  ___________________________________________________________________
 BX2049  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX2049
 BX2049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2049
 BX2049.The horizontal coordinates were scaled from a topographic map and have
 BX2049.an estimated accuracy of +/- 6 seconds.
 BX2049
 BX2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2049.The vertical order pertains to the NGVD 29 superseded value.
 BX2049
 BX2049.The geoid height was determined by GEOID03.
 BX2049
 BX2049;                    North         East    Units  Estimated Accuracy
 BX2049;SPC LA N     -   108,170.      915,720.      MT  (+/- 180 meters Scaled)
 BX2049
 BX2049                          SUPERSEDED SURVEY CONTROL
 BX2049
 BX2049  NGVD 29 (??/??/??)   91.151  (m)          299.05   (f) ADJUSTED    2 0
 BX2049
 BX2049.Superseded values are not recommended for survey control.
 BX2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2049.See file dsdata.txt to determine how the superseded data were derived.
 BX2049
 BX2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ632820(NAD 83)
 BX2049_MARKER: DD = SURVEY DISK
 BX2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2049_STAMPING: 43V21 1970
 BX2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2049+STABILITY: SURFACE MOTION
 BX2049
 BX2049  HISTORY     - Date     Condition        Report By
 BX2049  HISTORY     - 1970     MONUMENTED       LADH
 BX2049  HISTORY     - 1972     GOOD             LADTD
 BX2049  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2049
 BX2049                          STATION DESCRIPTION
 BX2049
 BX2049'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2049'6.10 MI ESE FROM FLORIEN.
 BX2049'ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST OFFICE
 BX2049'IN FLORIEN.  1.05 NORTH ALONG UNITED STATES HIGHWAY 171.  4.6 MILES
 BX2049'EAST ALONG LOUISIANA HIGHWAY 118.  1.05 MILES WEST OF B.M. 43V20.  75
 BX2049'FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 118.  10 FEET
 BX2049'SOUTHWEST OF A 18 INCH WHITE OAK TREE.  .45 MILES WEST OF OLD MOUNT
 BX2049'CARMEL SCHOOL.  .65 MILES WEST OF MOUNT CARMEL BAPTIST CHURCH.  DISK
 BX2049'SET IN THE TOP OF A 10 INCH CONCRETE POST PROJECTING 4 INCHES ABOVE
 BX2049'THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX2049
 BX2049                          STATION RECOVERY (2001)
 BX2049
 BX2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2049'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2050 ***********************************************************************
 BX2050  DESIGNATION -  43 V 22 LADH
 BX2050  PID         -  BX2050
 BX2050  STATE/COUNTY-  LA/SABINE
 BX2050  USGS QUAD   -  FLORIEN (1997)
 BX2050
 BX2050                         *CURRENT SURVEY CONTROL
 BX2050  ___________________________________________________________________
 BX2050* NAD 83(1986)-  31 28 09.     (N)    093 24 12.     (W)     SCALED    
 BX2050* NAVD 88     -        84.93   (+/-2cm)     278.6    (feet)  VERTCON   
 BX2050  ___________________________________________________________________
 BX2050  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX2050
 BX2050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2050
 BX2050.The horizontal coordinates were scaled from a topographic map and have
 BX2050.an estimated accuracy of +/- 6 seconds.
 BX2050
 BX2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2050.The vertical order pertains to the NGVD 29 superseded value.
 BX2050
 BX2050.The geoid height was determined by GEOID03.
 BX2050
 BX2050;                    North         East    Units  Estimated Accuracy
 BX2050;SPC LA N     -   107,820.      914,160.      MT  (+/- 180 meters Scaled)
 BX2050
 BX2050                          SUPERSEDED SURVEY CONTROL
 BX2050
 BX2050  NGVD 29 (??/??/??)   85.007  (m)          278.89   (f) ADJUSTED    2 0
 BX2050
 BX2050.Superseded values are not recommended for survey control.
 BX2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2050.See file dsdata.txt to determine how the superseded data were derived.
 BX2050
 BX2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ616816(NAD 83)
 BX2050_MARKER: DD = SURVEY DISK
 BX2050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2050_SP_SET: CONCRETE BLOCK
 BX2050_STAMPING: 43V22 1970
 BX2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2050
 BX2050  HISTORY     - Date     Condition        Report By
 BX2050  HISTORY     - 1970     MONUMENTED       LADH
 BX2050  HISTORY     - 1972     GOOD             LADTD
 BX2050  HISTORY     - 20010331 GOOD             NGS
 BX2050
 BX2050                          STATION DESCRIPTION
 BX2050
 BX2050'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2050'5.10 MI ESE FROM FLORIEN.
 BX2050'ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST OFFICE
 BX2050'IN FLORIEN.  1.05 MILES NORTH ALONG UNITED STATES HIGHWAY 171.  3.6
 BX2050'MILES EAST ALONG LOUISIANA HIGHWAY 118.  1.0 MILES WEST OF B.M. 43V21.
 BX2050'55 FEET NORTHWEST OF CENTERLINE OF LOUISIANA HIGHWAY 118.  56 FEET
 BX2050'NORTHWEST OF CENTER OF BLACK TOP ROAD LEADING NORTH FROM LOUISIANA
 BX2050'HIGHWAY 118.  68 FEET NORTHWEST OF DIRT ROAD ACROSS LOUISIANA HIGHWAY
 BX2050'118.  43 FEET NORTHEAST OF A POWER POLE.  11 FEET SOUTH OF A 18 INCH
 BX2050'PIN OAK TREE.  1.45 MILE WEST OF OLD MOUNT CARMEL SCHOOL. SET IN THE
 BX2050'TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.
 BX2050'A STEEL WITNESS POST IS SET 1 FOOT SOUTHEAST OF THE MARK.
 BX2050
 BX2050                          STATION RECOVERY (2001)
 BX2050
 BX2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2050'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2051 ***********************************************************************
 BX2051  DESIGNATION -  43 V 23 LADH
 BX2051  PID         -  BX2051
 BX2051  STATE/COUNTY-  LA/SABINE
 BX2051  USGS QUAD   -  FLORIEN (1997)
 BX2051
 BX2051                         *CURRENT SURVEY CONTROL
 BX2051  ___________________________________________________________________
 BX2051* NAD 83(1986)-  31 27 59.     (N)    093 25 09.     (W)     SCALED    
 BX2051* NAVD 88     -        81.94   (+/-2cm)     268.8    (feet)  VERTCON   
 BX2051  ___________________________________________________________________
 BX2051  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX2051
 BX2051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2051
 BX2051.The horizontal coordinates were scaled from a topographic map and have
 BX2051.an estimated accuracy of +/- 6 seconds.
 BX2051
 BX2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2051.The vertical order pertains to the NGVD 29 superseded value.
 BX2051
 BX2051.The geoid height was determined by GEOID03.
 BX2051
 BX2051;                    North         East    Units  Estimated Accuracy
 BX2051;SPC LA N     -   107,520.      912,650.      MT  (+/- 180 meters Scaled)
 BX2051
 BX2051                          SUPERSEDED SURVEY CONTROL
 BX2051
 BX2051  NGVD 29 (??/??/??)   82.020  (m)          269.09   (f) ADJUSTED    2 0
 BX2051
 BX2051.Superseded values are not recommended for survey control.
 BX2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2051.See file dsdata.txt to determine how the superseded data were derived.
 BX2051
 BX2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ601813(NAD 83)
 BX2051_MARKER: DD = SURVEY DISK
 BX2051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2051_SP_SET: CONCRETE BLOCK
 BX2051_STAMPING: 43V23 1970
 BX2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2051
 BX2051  HISTORY     - Date     Condition        Report By
 BX2051  HISTORY     - 1970     MONUMENTED       LADH
 BX2051  HISTORY     - 1972     GOOD             LADTD
 BX2051  HISTORY     - 20010331 GOOD             NGS
 BX2051
 BX2051                          STATION DESCRIPTION
 BX2051
 BX2051'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2051'4.10 MI E FROM FLORIEN.
 BX2051'ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST OFFICE
 BX2051'IN FLORIEN.  1.05 MILES NORTH ALONG UNITED STATES HIGHWAY 171.  2.6
 BX2051'MILES EAST ALONG LOUISIANA HIGHWAY 118.  1.0 MILE WEST OF B.M. 43V22.
 BX2051'2.45 MILES WEST OF OLD MOUNT CARMEL SCHOOL.  74 FEET NORTH OF
 BX2051'CENTERLINE OF LOUISIANA HIGHWAY 118.  89 FEET NORTH OF INTERSECTION OF
 BX2051'BLACK TOP ROAD AND LOUISIANA HIGHWAY 118.  109 FEET NORTHWEST OF
 BX2051'INTERSECTION OF GRAVEL DRIVE LEADING SOUTH OF LOUISIANA HIGHWAY 118.
 BX2051'26 FEET NORTHEAST OF 30 INCH RED OAK TREE.  SET IN THE TOP OF A 10
 BX2051'INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL
 BX2051'WITNESS IS SET 1 FOOT SOUTH OF THE MARK.
 BX2051
 BX2051                          STATION RECOVERY (2001)
 BX2051
 BX2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2051'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2052 ***********************************************************************
 BX2052  DESIGNATION -  43 V 24 LADH
 BX2052  PID         -  BX2052
 BX2052  STATE/COUNTY-  LA/SABINE
 BX2052  USGS QUAD   -  FLORIEN (1997)
 BX2052
 BX2052                         *CURRENT SURVEY CONTROL
 BX2052  ___________________________________________________________________
 BX2052* NAD 83(1986)-  31 28 01.     (N)    093 26 00.     (W)     SCALED    
 BX2052* NAVD 88     -        90.38   (+/-2cm)     296.5    (feet)  VERTCON   
 BX2052  ___________________________________________________________________
 BX2052  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BX2052
 BX2052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2052
 BX2052.The horizontal coordinates were scaled from a topographic map and have
 BX2052.an estimated accuracy of +/- 6 seconds.
 BX2052
 BX2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2052.The vertical order pertains to the NGVD 29 superseded value.
 BX2052
 BX2052.The geoid height was determined by GEOID03.
 BX2052
 BX2052;                    North         East    Units  Estimated Accuracy
 BX2052;SPC LA N     -   107,590.      911,310.      MT  (+/- 180 meters Scaled)
 BX2052
 BX2052                          SUPERSEDED SURVEY CONTROL
 BX2052
 BX2052  NGVD 29 (??/??/??)   90.460  (m)          296.78   (f) ADJUSTED    2 0
 BX2052
 BX2052.Superseded values are not recommended for survey control.
 BX2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2052.See file dsdata.txt to determine how the superseded data were derived.
 BX2052
 BX2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ588814(NAD 83)
 BX2052_MARKER: DD = SURVEY DISK
 BX2052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2052_SP_SET: CONCRETE BLOCK
 BX2052_STAMPING: 43V24 1970
 BX2052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2052
 BX2052  HISTORY     - Date     Condition        Report By
 BX2052  HISTORY     - 1970     MONUMENTED       LADH
 BX2052  HISTORY     - 1972     GOOD             LADTD
 BX2052  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2052
 BX2052                          STATION DESCRIPTION
 BX2052
 BX2052'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2052'3.10 MI E FROM FLORIEN.
 BX2052'ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST OFFICE
 BX2052'IN FLORIEN.  1.05 MILES NORTH ALONG UNITED STATES HIGHWAY 171.  1.5
 BX2052'MILES EAST ALONG LOUISIANA HIGHWAY 118.  1.0 MILE WEST OF B.M. 43V23.
 BX2052'66 FEET NORTHEAST OF CENTERLINE OF LOUISIANA HIGHWAY 118.  3.45 MILES
 BX2052'WEST OF OLD MOUNT CARMEL SCHOOL.  142 FEET NORTHEAST OF A GRAVEL DRIVE
 BX2052'LEADING TO A RESIDENCE.  144 FEET NORTHEAST OF A CORNER POST OF MESH
 BX2052'AND BARBED WIRE FENCE.  DISK SET IN THE TOP OF A 10 INCH CONCRETE
 BX2052'BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BX2052'SET 1 FOOT SOUTHWEST OF THE MARK.
 BX2052
 BX2052                          STATION RECOVERY (2001)
 BX2052
 BX2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2052'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2053 ***********************************************************************
 BX2053  DESIGNATION -  43 V 25 LADH
 BX2053  PID         -  BX2053
 BX2053  STATE/COUNTY-  LA/SABINE
 BX2053  USGS QUAD   -  FLORIEN (1997)
 BX2053
 BX2053                         *CURRENT SURVEY CONTROL
 BX2053  ___________________________________________________________________
 BX2053* NAD 83(1986)-  31 27 58.     (N)    093 27 02.     (W)     SCALED    
 BX2053* NAVD 88     -        97.43   (+/-2cm)     319.7    (feet)  VERTCON   
 BX2053  ___________________________________________________________________
 BX2053  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX2053
 BX2053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2053
 BX2053.The horizontal coordinates were scaled from a topographic map and have
 BX2053.an estimated accuracy of +/- 6 seconds.
 BX2053
 BX2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2053.The vertical order pertains to the NGVD 29 superseded value.
 BX2053
 BX2053.The geoid height was determined by GEOID03.
 BX2053
 BX2053;                    North         East    Units  Estimated Accuracy
 BX2053;SPC LA N     -   107,510.      909,670.      MT  (+/- 180 meters Scaled)
 BX2053
 BX2053                          SUPERSEDED SURVEY CONTROL
 BX2053
 BX2053  NGVD 29 (??/??/??)   97.504  (m)          319.89   (f) ADJUSTED    2 0
 BX2053
 BX2053.Superseded values are not recommended for survey control.
 BX2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2053.See file dsdata.txt to determine how the superseded data were derived.
 BX2053
 BX2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ571813(NAD 83)
 BX2053_MARKER: DD = SURVEY DISK
 BX2053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2053_SP_SET: CONCRETE BLOCK
 BX2053_STAMPING: 43V25 1970
 BX2053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2053
 BX2053  HISTORY     - Date     Condition        Report By
 BX2053  HISTORY     - 1970     MONUMENTED       LADH
 BX2053  HISTORY     - 1972     GOOD             LADTD
 BX2053  HISTORY     - 20010331 GOOD             NGS
 BX2053
 BX2053                          STATION DESCRIPTION
 BX2053
 BX2053'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2053'2.10 MI E FROM FLORIEN.
 BX2053'ABOUT .05 MILES EAST ALONG LOUISIANA HIGHWAY 474 FROM THE POST OFFICE
 BX2053'IN FLORIEN.  1.05 MILE NORTH ALONG UNITED STATES HIGHWAY 171.  .55
 BX2053'MILES EAST ALONG LOUISIANA HIGHWAY 118.  4.50 MILES WEST OF OLD MOUNT
 BX2053'CARMEL SCHOOL.  1.05 MILES WEST OF B.M. 43V24.  71 FEET NORTHWEST OF
 BX2053'CENTERLINE OF LOUISIANA HIGHWAY 118.  40 FEET NORTHWEST OF CORNER POST
 BX2053'OF BARBED WIRE FENCE.  79 FEET NORTHEAST OF LOUISIANA DEPARTMENT OF
 BX2053'HIGHWAYS RIGHT-OF-WAY MARKER.  1 FOOT SOUTHWEST OF BARBED WIRE FENCE.
 BX2053'21 FEET NORTHWEST OF A 22 INCH PINE TREE WITH A WHITE X. DISK IS SET
 BX2053'IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 5 INCHES ABOVE THE
 BX2053'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTHEAST OF THE MARK.
 BX2053
 BX2053                          STATION RECOVERY (2001)
 BX2053
 BX2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2053'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3120 ***********************************************************************
 BX3120  DESIGNATION -  43 V 26
 BX3120  PID         -  BX3120
 BX3120  STATE/COUNTY-  LA/SABINE
 BX3120  USGS QUAD   -  CONVERSE (1994)
 BX3120
 BX3120                         *CURRENT SURVEY CONTROL
 BX3120  ___________________________________________________________________
 BX3120* NAD 83(1986)-  31 48 21.     (N)    093 41 23.     (W)     SCALED    
 BX3120* NAVD 88     -        69.381  (meters)     227.63   (feet)  ADJUSTED  
 BX3120  ___________________________________________________________________
 BX3120  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX3120  DYNAMIC HT  -          69.298 (meters)     227.36  (feet)  COMP
 BX3120  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 BX3120
 BX3120  VERT ORDER  -  SECOND    CLASS I
 BX3120
 BX3120.The horizontal coordinates were scaled from a topographic map and have
 BX3120.an estimated accuracy of +/- 6 seconds.
 BX3120
 BX3120.The orthometric height was determined by differential leveling
 BX3120.and adjusted by the National Geodetic Survey in February 1994..
 BX3120
 BX3120.The geoid height was determined by GEOID03.
 BX3120
 BX3120.The dynamic height is computed by dividing the NAVD 88
 BX3120.geopotential number by the normal gravity value computed on the
 BX3120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3120.degrees latitude (g = 980.6199 gals.).
 BX3120
 BX3120.The modeled gravity was interpolated from observed gravity values.
 BX3120
 BX3120;                    North         East    Units  Estimated Accuracy
 BX3120;SPC LA N     -   145,400.      887,360.      MT  (+/- 180 meters Scaled)
 BX3120
 BX3120                          SUPERSEDED SURVEY CONTROL
 BX3120
 BX3120.No superseded survey control is available for this station.
 BX3120
 BX3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR347191(NAD 83)
 BX3120_MARKER: DD = SURVEY DISK
 BX3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3120_SP_SET: CONCRETE POST
 BX3120_STAMPING: 43V26 1987
 BX3120_MARK LOGO: LADTD 
 BX3120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3120+STABILITY: SURFACE MOTION
 BX3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3120+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3120
 BX3120  HISTORY     - Date     Condition        Report By
 BX3120  HISTORY     - 1987     MONUMENTED       LADTD
 BX3120  HISTORY     - 20010331 GOOD             NGS
 BX3120
 BX3120                          STATION DESCRIPTION
 BX3120
 BX3120'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3120'THE STATION IS LOCATED ABOUT 27.2 KM (16.9 MI) SOUTH OF MANSFIELD,
 BX3120'ALONG U.S. HIGHWAY 171, IN THE SMALL COMMUNITY OF CONVERSE AT THE
 BX3120'CONVERSE CEMETARY. OWNERSHIP--UNKNOWN.
 BX3120'THE STATION IS 18.6 M (61.0 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BX3120'10.2 M (33.5 FT) EAST FROM POWER POLE NUMBER 250, 9.3 M (30.5 FT)
 BX3120'WEST-SOUTHWEST FROM A RIGHT-OF-WAY MARKER AND 0.9 M (3.0 FT) SOUTH
 BX3120'FROM THE NORTHEAST FENCE CORNER OF THE CEMETARY FENCE.  STATION IS
 BX3120'FLUSH WITH THE GROUND AND 1.5 M (4.9 FT) ABOVE THE HIGHWAY.
 BX3120'THE HIGHWAY.
 BX3120
 BX3120                          STATION RECOVERY (2001)
 BX3120
 BX3120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3120'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3121 ***********************************************************************
 BX3121  DESIGNATION -  43 V 27
 BX3121  PID         -  BX3121
 BX3121  STATE/COUNTY-  LA/SABINE
 BX3121  USGS QUAD   -  CONVERSE (1994)
 BX3121
 BX3121                         *CURRENT SURVEY CONTROL
 BX3121  ___________________________________________________________________
 BX3121* NAD 83(1986)-  31 47 26.     (N)    093 41 37.     (W)     SCALED    
 BX3121* NAVD 88     -        69.168  (meters)     226.93   (feet)  ADJUSTED  
 BX3121  ___________________________________________________________________
 BX3121  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX3121  DYNAMIC HT  -          69.086 (meters)     226.66  (feet)  COMP
 BX3121  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 BX3121
 BX3121  VERT ORDER  -  SECOND    CLASS I
 BX3121
 BX3121.The horizontal coordinates were scaled from a topographic map and have
 BX3121.an estimated accuracy of +/- 6 seconds.
 BX3121
 BX3121.The orthometric height was determined by differential leveling
 BX3121.and adjusted by the National Geodetic Survey in February 1994..
 BX3121
 BX3121.The geoid height was determined by GEOID03.
 BX3121
 BX3121.The dynamic height is computed by dividing the NAVD 88
 BX3121.geopotential number by the normal gravity value computed on the
 BX3121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3121.degrees latitude (g = 980.6199 gals.).
 BX3121
 BX3121.The modeled gravity was interpolated from observed gravity values.
 BX3121
 BX3121;                    North         East    Units  Estimated Accuracy
 BX3121;SPC LA N     -   143,710.      886,970.      MT  (+/- 180 meters Scaled)
 BX3121
 BX3121                          SUPERSEDED SURVEY CONTROL
 BX3121
 BX3121.No superseded survey control is available for this station.
 BX3121
 BX3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR343174(NAD 83)
 BX3121_MARKER: DD = SURVEY DISK
 BX3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3121_SP_SET: CONCRETE POST
 BX3121_STAMPING: 43V27 1987
 BX3121_MARK LOGO: LADTD 
 BX3121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3121+STABILITY: SURFACE MOTION
 BX3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3121+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3121
 BX3121  HISTORY     - Date     Condition        Report By
 BX3121  HISTORY     - 1987     MONUMENTED       LADTD
 BX3121  HISTORY     - 20010331 GOOD             NGS
 BX3121
 BX3121                          STATION DESCRIPTION
 BX3121
 BX3121'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3121'THE STATION IS LOCATED ABOUT 36.4 KM (22.6 MI) NORTH FROM MANY AND
 BX3121'29.0 KM (18.0 MI) SOUTH OF MANSFIELD.  OWNERSHIP--LOUISIANA
 BX3121'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3121'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 29.0 KM (18.0 MI) ON
 BX3121'HIGHWAY 171 TO THE STATION ON THE RIGHT.
 BX3121'THE STATION IS 18.0 M (59.1 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BX3121'9.45 M (31.00 FT) NORTH FROM TELEPHONE JUNCTION BOX NUMBER 4, 0.5 M
 BX3121'(1.6 FT) EAST FROM A FENCE AND 0.3 M (1.0 FT) EAST FROM A WITNESS
 BX3121'POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT 1.5 M (4.9 FT)
 BX3121'ABOVE THE HIGHWAY.
 BX3121
 BX3121                          STATION RECOVERY (2001)
 BX3121
 BX3121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3121'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3122 ***********************************************************************
 BX3122  DESIGNATION -  43 V 28
 BX3122  PID         -  BX3122
 BX3122  STATE/COUNTY-  LA/SABINE
 BX3122  USGS QUAD   -  CONVERSE (1994)
 BX3122
 BX3122                         *CURRENT SURVEY CONTROL
 BX3122  ___________________________________________________________________
 BX3122* NAD 83(1986)-  31 46 33.     (N)    093 41 43.     (W)     SCALED    
 BX3122* NAVD 88     -        66.341  (meters)     217.65   (feet)  ADJUSTED  
 BX3122  ___________________________________________________________________
 BX3122  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX3122  DYNAMIC HT  -          66.262 (meters)     217.39  (feet)  COMP
 BX3122  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 BX3122
 BX3122  VERT ORDER  -  SECOND    CLASS I
 BX3122
 BX3122.The horizontal coordinates were scaled from a topographic map and have
 BX3122.an estimated accuracy of +/- 6 seconds.
 BX3122
 BX3122.The orthometric height was determined by differential leveling
 BX3122.and adjusted by the National Geodetic Survey in February 1994..
 BX3122
 BX3122.The geoid height was determined by GEOID03.
 BX3122
 BX3122.The dynamic height is computed by dividing the NAVD 88
 BX3122.geopotential number by the normal gravity value computed on the
 BX3122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3122.degrees latitude (g = 980.6199 gals.).
 BX3122
 BX3122.The modeled gravity was interpolated from observed gravity values.
 BX3122
 BX3122;                    North         East    Units  Estimated Accuracy
 BX3122;SPC LA N     -   142,080.      886,790.      MT  (+/- 180 meters Scaled)
 BX3122
 BX3122                          SUPERSEDED SURVEY CONTROL
 BX3122
 BX3122.No superseded survey control is available for this station.
 BX3122
 BX3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR341157(NAD 83)
 BX3122_MARKER: DD = SURVEY DISK
 BX3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3122_SP_SET: CONCRETE POST
 BX3122_STAMPING: 43V28 1987
 BX3122_MARK LOGO: LADTD 
 BX3122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3122+STABILITY: SURFACE MOTION
 BX3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3122+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3122
 BX3122  HISTORY     - Date     Condition        Report By
 BX3122  HISTORY     - 1987     MONUMENTED       LADTD
 BX3122  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3122
 BX3122                          STATION DESCRIPTION
 BX3122
 BX3122'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3122'THE STATION IS LOCATED ABOUT 34.9 KM (21.7 MI) NORTH OF MANY AND 30.6
 BX3122'SOUTH OF MANSFIELD.  OWNERSHIP--UNKNOWN.
 BX3122'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3122'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 30.6 KM (19.0 MI) ON
 BX3122'HIGHWAY 171 TO THE STATION ON THE LEFT.
 BX3122'THE STATION IS 13.7 M (44.9 FT) EAST FROM THE CENTER OF THE HIGHWAY, 2
 BX3122'M (6.6 FT) EAST FROM A TELEPHONE JUNCTION BOX, 1.8 M (5.9 FT) EAST
 BX3122'FROM POWER POLE NUMBER 13, 0.5 M (1.6 FT) FROM A FOUR STRAND BARBED
 BX3122'WIRE FENCE AND 0.3 M (1.0 FT) NORTH FROM A WITNESS POST.  THE STATION
 BX3122'IS FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
 BX3122
 BX3122                          STATION RECOVERY (2001)
 BX3122
 BX3122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3122'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8217 ***********************************************************************
 AC8217  DESIGNATION -  43 V 29 RESET
 AC8217  PID         -  AC8217
 AC8217  STATE/COUNTY-  LA/SABINE
 AC8217  USGS QUAD   -  CONVERSE (1994)
 AC8217
 AC8217                         *CURRENT SURVEY CONTROL
 AC8217  ___________________________________________________________________
 AC8217* NAD 83(1986)-  31 45 37.     (N)    093 42 07.     (W)     SCALED    
 AC8217* NAVD 88     -        63.09   (meters)     207.0    (feet)  RESET     
 AC8217  ___________________________________________________________________
 AC8217  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AC8217
 AC8217  VERT ORDER  -  THIRD
 AC8217
 AC8217.The horizontal coordinates were scaled from a topographic map and have
 AC8217.an estimated accuracy of +/- 6 seconds.
 AC8217
 AC8217.The orthometric height was computed from unverified reset data.
 AC8217
 AC8217.The geoid height was determined by GEOID03.
 AC8217
 AC8217;                    North         East    Units  Estimated Accuracy
 AC8217;SPC LA N     -   140,370.      886,140.      MT  (+/- 180 meters Scaled)
 AC8217
 AC8217                          SUPERSEDED SURVEY CONTROL
 AC8217
 AC8217.No superseded survey control is available for this station.
 AC8217
 AC8217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR335140(NAD 83)
 AC8217_MARKER: DB = BENCH MARK DISK
 AC8217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8217_STAMPING: 43 V 29 RESET 1990
 AC8217_MARK LOGO: LADTD 
 AC8217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8217+STABILITY: SURFACE MOTION
 AC8217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8217+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8217
 AC8217  HISTORY     - Date     Condition        Report By
 AC8217  HISTORY     - 1990     MONUMENTED       LADTD
 AC8217
 AC8217                          STATION DESCRIPTION
 AC8217
 AC8217'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8217'THE STATION IS LOCATED ABOUT 32.8 KM (20.40 MI) NORTHWEST OF MANY,
 AC8217'32.8 KM (20.40 MI) SOUTH OF MANSFIELD AND 2.4 KM (1.50 MI) SOUTH OF
 AC8217'CONVERSE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AC8217'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 AC8217'171 AND STATE HIGHWAY 174 IN CONVERSE, GO SOUTH FOR 2.4 KM (1.50 MI)
 AC8217'ON HIGHWAY 174 TO THE STATION ON THE LEFT, SET AT A WOODS ROAD LEADING
 AC8217'EAST APPROXIMATLY 152.4 M (500.0 FT) NORTH OF A BRIDGE. THE STATION IS
 AC8217'14.3 M (46.9 FT) SOUTH FROM THE CENTER OF A BELL SYSTEM MAN HOLE
 AC8217'COVER, 11.3 M (37.1 FT) EAST-NORTHEAST FROM THE CENTER OF THE HIGHWAY,
 AC8217'7.0 M (23.0 FT) NORTH FROM THE CENTER OF THE WOODS ROAD AND 0.5 M (1.6
 AC8217'FT) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 AC8217'FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AC8217'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1870 ***********************************************************************
 BX1870  DESIGNATION -  43 V 3 LADH
 BX1870  PID         -  BX1870
 BX1870  STATE/COUNTY-  LA/SABINE
 BX1870  USGS QUAD   -  MANY (1994)
 BX1870
 BX1870                         *CURRENT SURVEY CONTROL
 BX1870  ___________________________________________________________________
 BX1870* NAD 83(1986)-  31 36 30.     (N)    093 25 11.     (W)     SCALED    
 BX1870* NAVD 88     -       108.01   (+/-2cm)     354.4    (feet)  VERTCON   
 BX1870  ___________________________________________________________________
 BX1870  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX1870
 BX1870  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1870
 BX1870.The horizontal coordinates were scaled from a topographic map and have
 BX1870.an estimated accuracy of +/- 6 seconds.
 BX1870
 BX1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1870.The vertical order pertains to the NGVD 29 superseded value.
 BX1870
 BX1870.The geoid height was determined by GEOID03.
 BX1870
 BX1870;                    North         East    Units  Estimated Accuracy
 BX1870;SPC LA N     -   123,260.      912,730.      MT  (+/- 180 meters Scaled)
 BX1870
 BX1870                          SUPERSEDED SURVEY CONTROL
 BX1870
 BX1870  NGVD 29 (??/??/??)  108.085  (m)          354.61   (f) ADJUSTED    2 1
 BX1870
 BX1870.Superseded values are not recommended for survey control.
 BX1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1870.See file dsdata.txt to determine how the superseded data were derived.
 BX1870
 BX1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ601971(NAD 83)
 BX1870_MARKER: DD = SURVEY DISK
 BX1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1870_STAMPING: 43V3 1969
 BX1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1870+STABILITY: SURFACE MOTION
 BX1870
 BX1870  HISTORY     - Date     Condition        Report By
 BX1870  HISTORY     - 1969     MONUMENTED       LADH
 BX1870  HISTORY     - 1970     GOOD             LADTD
 BX1870  HISTORY     - 20010331 GOOD             NGS
 BX1870  HISTORY     - 20010922 GOOD             USPSQD
 BX1870
 BX1870                          STATION DESCRIPTION
 BX1870
 BX1870'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1870'5.3 MI NE FROM MANY.
 BX1870'ABOUT 5.3 MILES NORTHEAST ALONG LOUSIANA HIGHWAY 6 FROM THE MANY POST
 BX1870'OFFICE.  1.0 MILES NORTHEAST OF B.M. 43V2.  83 FEET SOUTH SOUTHEAST OF
 BX1870'THE CENTERLINE OF LOUISIANA HIGHWAY 6.  92 FEET EAST OF THE EAST END
 BX1870'OF A CONCRETE SIDE DRAIN PIPE UNDER DRIVEWAY LEADING TO MR. W. E.
 BX1870'HODGE RESIDENT.  19 FEET EAST OF A UNDERGROUND TELEPHONE CABLE WARNING
 BX1870'SIGN.  39 FEET EAST OF A 16 INCH LONE PINE TREE.  24 FEET SOUTH OF A
 BX1870'LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER. DISK IN TOP OF A
 BX1870'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 BX1870'IS SET 1 FOOT NORTHWEST OF THE MARK.  SECTION 8, T 7N, R 10W.
 BX1870
 BX1870                          STATION RECOVERY (2001)
 BX1870
 BX1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1870'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1870
 BX1870                          STATION RECOVERY (2001)
 BX1870
 BX1870'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3124 ***********************************************************************
 BX3124  DESIGNATION -  43 V 30
 BX3124  PID         -  BX3124
 BX3124  STATE/COUNTY-  LA/SABINE
 BX3124  USGS QUAD   -  ZWOLLE (1995)
 BX3124
 BX3124                         *CURRENT SURVEY CONTROL
 BX3124  ___________________________________________________________________
 BX3124* NAD 83(1986)-  31 44 25.     (N)    093 42 32.     (W)     SCALED    
 BX3124* NAVD 88     -        63.637  (meters)     208.78   (feet)  ADJUSTED  
 BX3124  ___________________________________________________________________
 BX3124  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX3124  DYNAMIC HT  -          63.561 (meters)     208.53  (feet)  COMP
 BX3124  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 BX3124
 BX3124  VERT ORDER  -  SECOND    CLASS I
 BX3124
 BX3124.The horizontal coordinates were scaled from a topographic map and have
 BX3124.an estimated accuracy of +/- 6 seconds.
 BX3124
 BX3124.The orthometric height was determined by differential leveling
 BX3124.and adjusted by the National Geodetic Survey in February 1994..
 BX3124
 BX3124.The geoid height was determined by GEOID03.
 BX3124
 BX3124.The dynamic height is computed by dividing the NAVD 88
 BX3124.geopotential number by the normal gravity value computed on the
 BX3124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3124.degrees latitude (g = 980.6199 gals.).
 BX3124
 BX3124.The modeled gravity was interpolated from observed gravity values.
 BX3124
 BX3124;                    North         East    Units  Estimated Accuracy
 BX3124;SPC LA N     -   138,160.      885,460.      MT  (+/- 180 meters Scaled)
 BX3124
 BX3124                          SUPERSEDED SURVEY CONTROL
 BX3124
 BX3124.No superseded survey control is available for this station.
 BX3124
 BX3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR328118(NAD 83)
 BX3124_MARKER: DD = SURVEY DISK
 BX3124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3124_SP_SET: CONCRETE POST
 BX3124_STAMPING: 43V30 1987
 BX3124_MARK LOGO: LADTD 
 BX3124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3124+STABILITY: SURFACE MOTION
 BX3124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3124+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3124
 BX3124  HISTORY     - Date     Condition        Report By
 BX3124  HISTORY     - 1987     MONUMENTED       LADTD
 BX3124  HISTORY     - 20010331 GOOD             NGS
 BX3124
 BX3124                          STATION DESCRIPTION
 BX3124
 BX3124'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3124'THE STATION IS LOCATED 35.0 KM (21.7 MI) SOUTH OF MANSFIELD AND 30.7
 BX3124'NORTHWEST OF MANY.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BX3124'AND DEVELOPMENT.
 BX3124'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3124'HIGHWAY 6 IN THE NORTHERN PART OF MANY, GO NORTH FOR 30.7 KM
 BX3124'(19.1 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT SET NEAR A FENCE
 BX3124'CORNER,  13.9 M (45.6 FT) NORTH FROM A POWER POLE WITH A
 BX3124'TRANSFORMER ATTACHED, 12.0 M (39.4 FT) EAST FROM THE CENTER OF THE
 BX3124'HIGHWAY, 5.2 M (17.1 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVE, 0.6
 BX3124'M (2.0 FT) SOUTHWEST FROM A FENCE CORNER AND 0.3 M (1.0 FT)
 BX3124'WEST-NORTHWEST FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE
 BX3124'GROUND AND ABOUT 1.2 M (3.9 FT) BELOW THE HIGHWAY.
 BX3124
 BX3124                          STATION RECOVERY (2001)
 BX3124
 BX3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3124'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3125 ***********************************************************************
 BX3125  DESIGNATION -  43 V 31
 BX3125  PID         -  BX3125
 BX3125  STATE/COUNTY-  LA/SABINE
 BX3125  USGS QUAD   -  ZWOLLE (1995)
 BX3125
 BX3125                         *CURRENT SURVEY CONTROL
 BX3125  ___________________________________________________________________
 BX3125* NAD 83(1986)-  31 43 19.     (N)    093 42 29.     (W)     SCALED    
 BX3125* NAVD 88     -        58.112  (meters)     190.66   (feet)  ADJUSTED  
 BX3125  ___________________________________________________________________
 BX3125  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX3125  DYNAMIC HT  -          58.042 (meters)     190.43  (feet)  COMP
 BX3125  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 BX3125
 BX3125  VERT ORDER  -  SECOND    CLASS I
 BX3125
 BX3125.The horizontal coordinates were scaled from a topographic map and have
 BX3125.an estimated accuracy of +/- 6 seconds.
 BX3125
 BX3125.The orthometric height was determined by differential leveling
 BX3125.and adjusted by the National Geodetic Survey in February 1994..
 BX3125
 BX3125.The geoid height was determined by GEOID03.
 BX3125
 BX3125.The dynamic height is computed by dividing the NAVD 88
 BX3125.geopotential number by the normal gravity value computed on the
 BX3125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3125.degrees latitude (g = 980.6199 gals.).
 BX3125
 BX3125.The modeled gravity was interpolated from observed gravity values.
 BX3125
 BX3125;                    North         East    Units  Estimated Accuracy
 BX3125;SPC LA N     -   136,120.      885,520.      MT  (+/- 180 meters Scaled)
 BX3125
 BX3125                          SUPERSEDED SURVEY CONTROL
 BX3125
 BX3125.No superseded survey control is available for this station.
 BX3125
 BX3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR329098(NAD 83)
 BX3125_MARKER: DD = SURVEY DISK
 BX3125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3125_SP_SET: CONCRETE POST
 BX3125_STAMPING: 43V31 1987
 BX3125_MARK LOGO: LADTD 
 BX3125_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3125+STABILITY: SURFACE MOTION
 BX3125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3125+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3125
 BX3125  HISTORY     - Date     Condition        Report By
 BX3125  HISTORY     - 1987     MONUMENTED       LADTD
 BX3125  HISTORY     - 20010331 GOOD             NGS
 BX3125
 BX3125                          STATION DESCRIPTION
 BX3125
 BX3125'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3125'THE STATION IS LOCATED 37.2 KM (23.1 MI) SOUTH OF MANSFIELD AND 28.5
 BX3125'NORTHWEST OF MANY.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BX3125'AND DEVELOPMENT.
 BX3125'TO REACH THE STATION FROM THE JUNCION OF U.S. HIGHWAY 171 AND STATE
 BX3125'HIGHWAY 6 IN THE NORTHERN MANY, GO NORTH FOR 28.5 KM (17.7 MI) ON
 BX3125'HIGHWAY 171 TO THE STATION ON THE LEFT.
 BX3125'THE STATION IS 30.8 M (101.0 FT) WEST-NORTHWEST FROM THE NORTHWEST
 BX3125'CORNER OF A BRIDGE, 8.3 M (27.2 FT) SOUTHWEST FROM THE CENTER OF THE
 BX3125'HIGHWAY, 1.4 M (4.6 FT) SOUTHWEST FROM THE NORTH END OF THE NORTHWEST
 BX3125'GUARD RAIL AND 0.8 M (2.6 FT) SOUTHWEST FROM A WITNESS POST.  THE
 BX3125'STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3125
 BX3125                          STATION RECOVERY (2001)
 BX3125
 BX3125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3125'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3126 ***********************************************************************
 BX3126  DESIGNATION -  43 V 32
 BX3126  PID         -  BX3126
 BX3126  STATE/COUNTY-  LA/SABINE
 BX3126  USGS QUAD   -  ZWOLLE (1995)
 BX3126
 BX3126                         *CURRENT SURVEY CONTROL
 BX3126  ___________________________________________________________________
 BX3126* NAD 83(1986)-  31 42 25.     (N)    093 41 32.     (W)     SCALED    
 BX3126* NAVD 88     -        86.038  (meters)     282.28   (feet)  ADJUSTED  
 BX3126  ___________________________________________________________________
 BX3126  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BX3126  DYNAMIC HT  -          85.934 (meters)     281.94  (feet)  COMP
 BX3126  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 BX3126
 BX3126  VERT ORDER  -  SECOND    CLASS I
 BX3126
 BX3126.The horizontal coordinates were scaled from a topographic map and have
 BX3126.an estimated accuracy of +/- 6 seconds.
 BX3126
 BX3126.The orthometric height was determined by differential leveling
 BX3126.and adjusted by the National Geodetic Survey in February 1994..
 BX3126
 BX3126.The geoid height was determined by GEOID03.
 BX3126
 BX3126.The dynamic height is computed by dividing the NAVD 88
 BX3126.geopotential number by the normal gravity value computed on the
 BX3126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3126.degrees latitude (g = 980.6199 gals.).
 BX3126
 BX3126.The modeled gravity was interpolated from observed gravity values.
 BX3126
 BX3126;                    North         East    Units  Estimated Accuracy
 BX3126;SPC LA N     -   134,440.      887,000.      MT  (+/- 180 meters Scaled)
 BX3126
 BX3126                          SUPERSEDED SURVEY CONTROL
 BX3126
 BX3126.No superseded survey control is available for this station.
 BX3126
 BX3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR344081(NAD 83)
 BX3126_MARKER: DD = SURVEY DISK
 BX3126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3126_SP_SET: CONCRETE POST
 BX3126_STAMPING: 43V32 1987
 BX3126_MARK LOGO: LADTD 
 BX3126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3126+STABILITY: SURFACE MOTION
 BX3126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3126+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3126
 BX3126  HISTORY     - Date     Condition        Report By
 BX3126  HISTORY     - 1987     MONUMENTED       LADTD
 BX3126  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3126
 BX3126                          STATION DESCRIPTION
 BX3126
 BX3126'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3126'THE STATION IS LOCATED ABOUT 39.4 SOUTH OF MANSFIELD AND 26.2 KM
 BX3126'(16.3 MI) NORTH OF MANY.  OWNERSHIP--UNKNOWN.
 BX3126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3126'HIGHWAY 6 IN NORTHERN MANY, GO NORTH FOR 26.2 KM (16.3 MI) ON HIGHWAY
 BX3126'171 TO THE STATION ON THE RIGHT.
 BX3126'THE STATION IS 19.4 M (63.6 FT) NORTH-NORTHWEST FROM A GRAVEL DRIVE
 BX3126'LEADING WEST-SOUTHWEST, 17.7 M (58.1 FT) EAST-NORTHEAST FROM THE
 BX3126'CENTER OF THE HIGHWAY AND 0.8 M (2.6 FT) FROM THE WITNESS POST.  THE
 BX3126'STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3126
 BX3126                          STATION RECOVERY (2001)
 BX3126
 BX3126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3126'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3127 ***********************************************************************
 BX3127  DESIGNATION -  43 V 33
 BX3127  PID         -  BX3127
 BX3127  STATE/COUNTY-  LA/SABINE
 BX3127  USGS QUAD   -  ZWOLLE (1995)
 BX3127
 BX3127                         *CURRENT SURVEY CONTROL
 BX3127  ___________________________________________________________________
 BX3127* NAD 83(1986)-  31 41 39.     (N)    093 40 44.     (W)     SCALED    
 BX3127* NAVD 88     -        93.205  (meters)     305.79   (feet)  ADJUSTED  
 BX3127  ___________________________________________________________________
 BX3127  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX3127  DYNAMIC HT  -          93.093 (meters)     305.42  (feet)  COMP
 BX3127  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 BX3127
 BX3127  VERT ORDER  -  SECOND    CLASS I
 BX3127
 BX3127.The horizontal coordinates were scaled from a topographic map and have
 BX3127.an estimated accuracy of +/- 6 seconds.
 BX3127
 BX3127.The orthometric height was determined by differential leveling
 BX3127.and adjusted by the National Geodetic Survey in February 1994..
 BX3127
 BX3127.The geoid height was determined by GEOID03.
 BX3127
 BX3127.The dynamic height is computed by dividing the NAVD 88
 BX3127.geopotential number by the normal gravity value computed on the
 BX3127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3127.degrees latitude (g = 980.6199 gals.).
 BX3127
 BX3127.The modeled gravity was interpolated from observed gravity values.
 BX3127
 BX3127;                    North         East    Units  Estimated Accuracy
 BX3127;SPC LA N     -   133,010.      888,250.      MT  (+/- 180 meters Scaled)
 BX3127
 BX3127                          SUPERSEDED SURVEY CONTROL
 BX3127
 BX3127.No superseded survey control is available for this station.
 BX3127
 BX3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR356067(NAD 83)
 BX3127_MARKER: DD = SURVEY DISK
 BX3127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3127_SP_SET: CONCRETE POST
 BX3127_STAMPING: 43V33 1987
 BX3127_MARK LOGO: LADTD 
 BX3127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3127+STABILITY: SURFACE MOTION
 BX3127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3127+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3127
 BX3127  HISTORY     - Date     Condition        Report By
 BX3127  HISTORY     - 1987     MONUMENTED       LADTD
 BX3127  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3127
 BX3127                          STATION DESCRIPTION
 BX3127
 BX3127'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3127'THE STATION IS LOCATED ABOUT 41.5 KM (25.8 MI) SOUTH OF MANSFIELD AND
 BX3127'24.1 KM (15.0 MI) NORTH OF MANY.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3127'TRANSPORTATION AND DEVELOPMENT.
 BX3127'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3127'HIGHWAY 6 IN NORTHERN MANY, GO NORTH FOR 24.1 KM (15.0 MI) ON HIGHWAY
 BX3127'171 TO THE STATION ON THE RIGHT AT THE JUNCTION OF HIGHWAY 171 AND
 BX3127'STATE HIGHWAY 483.
 BX3127'THE STATION IS 16.0 M (52.5 FT) NORTHEAST FROM THE CENTER OF HIGHWAY
 BX3127'171, 15.9 M (52.2 FT) WEST FROM THE CENTER OF HIGHWAY 483, 10.7 M
 BX3127'(35.1 FT) NORTHWEST FROM POWER POLE NUMBER 121, 6.4 M (21.0 FT) NORTH
 BX3127'FROM A TELEPHONE JUNCTION BOX AND 0.5 M (1.6 FT) SOUTH FROM A WITNESS
 BX3127'POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT 0.9 M (3.0 FT)
 BX3127'ABOVE THE HIGHWAY.
 BX3127
 BX3127                          STATION RECOVERY (2001)
 BX3127
 BX3127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3128 ***********************************************************************
 BX3128  DESIGNATION -  43 V 34
 BX3128  PID         -  BX3128
 BX3128  STATE/COUNTY-  LA/SABINE
 BX3128  USGS QUAD   -  ZWOLLE (1995)
 BX3128
 BX3128                         *CURRENT SURVEY CONTROL
 BX3128  ___________________________________________________________________
 BX3128* NAD 83(1986)-  31 40 39.     (N)    093 39 57.     (W)     SCALED    
 BX3128* NAVD 88     -        83.379  (meters)     273.55   (feet)  ADJUSTED  
 BX3128  ___________________________________________________________________
 BX3128  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX3128  DYNAMIC HT  -          83.278 (meters)     273.22  (feet)  COMP
 BX3128  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 BX3128
 BX3128  VERT ORDER  -  SECOND    CLASS I
 BX3128
 BX3128.The horizontal coordinates were scaled from a topographic map and have
 BX3128.an estimated accuracy of +/- 6 seconds.
 BX3128
 BX3128.The orthometric height was determined by differential leveling
 BX3128.and adjusted by the National Geodetic Survey in February 1994..
 BX3128
 BX3128.The geoid height was determined by GEOID03.
 BX3128
 BX3128.The dynamic height is computed by dividing the NAVD 88
 BX3128.geopotential number by the normal gravity value computed on the
 BX3128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3128.degrees latitude (g = 980.6199 gals.).
 BX3128
 BX3128.The modeled gravity was interpolated from observed gravity values.
 BX3128
 BX3128;                    North         East    Units  Estimated Accuracy
 BX3128;SPC LA N     -   131,150.      889,460.      MT  (+/- 180 meters Scaled)
 BX3128
 BX3128                          SUPERSEDED SURVEY CONTROL
 BX3128
 BX3128.No superseded survey control is available for this station.
 BX3128
 BX3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR368048(NAD 83)
 BX3128_MARKER: DD = SURVEY DISK
 BX3128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3128_SP_SET: CONCRETE POST
 BX3128_STAMPING: 43V34 1987
 BX3128_MARK LOGO: LADTD 
 BX3128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3128+STABILITY: SURFACE MOTION
 BX3128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3128+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3128
 BX3128  HISTORY     - Date     Condition        Report By
 BX3128  HISTORY     - 1987     MONUMENTED       LADTD
 BX3128  HISTORY     - 20010331 GOOD             NGS
 BX3128
 BX3128                          STATION DESCRIPTION
 BX3128
 BX3128'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3128'THE STATION IS LOCATED ABOUT 43.7 KM (27.2 MI) SOUTH OF MANSFIELD AND
 BX3128'ABOUT 21.9 KM (13.6 MI) NORTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3128'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3128'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3128'HIGHWAY 6 IN NORTHERN MANY, GO NORTH FOR 21.9 KM (13.6 MI) ON HIGHWAY
 BX3128'171 TO THE STATION ON THE RIGHT.
 BX3128'THE STATION IS 13.7 M (44.9 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BX3128'3.0 M (9.8 FT) NORTHWEST FROM TELEPHONE JUNCTION BOX NUMBER LP58, 2.4
 BX3128'M (7.9 FT) NORTHWEST FROM POWER POLE NUMBER 99 AND 0.46 M (1.51 FT)
 BX3128'WEST-SOUTHWEST FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE GRO
 BX3128'AND 0.61 M (2.00 FT) ABOVE THE HIGHWAY.
 BX3128
 BX3128                          STATION RECOVERY (2001)
 BX3128
 BX3128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3129 ***********************************************************************
 BX3129  DESIGNATION -  43 V 35
 BX3129  PID         -  BX3129
 BX3129  STATE/COUNTY-  LA/SABINE
 BX3129  USGS QUAD   -  ZWOLLE (1995)
 BX3129
 BX3129                         *CURRENT SURVEY CONTROL
 BX3129  ___________________________________________________________________
 BX3129* NAD 83(1986)-  31 39 26.     (N)    093 39 39.     (W)     SCALED    
 BX3129* NAVD 88     -        58.035  (meters)     190.40   (feet)  ADJUSTED  
 BX3129  ___________________________________________________________________
 BX3129  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX3129  DYNAMIC HT  -          57.965 (meters)     190.17  (feet)  COMP
 BX3129  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 BX3129
 BX3129  VERT ORDER  -  SECOND    CLASS I
 BX3129
 BX3129.The horizontal coordinates were scaled from a topographic map and have
 BX3129.an estimated accuracy of +/- 6 seconds.
 BX3129
 BX3129.The orthometric height was determined by differential leveling
 BX3129.and adjusted by the National Geodetic Survey in February 1994..
 BX3129
 BX3129.The geoid height was determined by GEOID03.
 BX3129
 BX3129.The dynamic height is computed by dividing the NAVD 88
 BX3129.geopotential number by the normal gravity value computed on the
 BX3129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3129.degrees latitude (g = 980.6199 gals.).
 BX3129
 BX3129.The modeled gravity was interpolated from observed gravity values.
 BX3129
 BX3129;                    North         East    Units  Estimated Accuracy
 BX3129;SPC LA N     -   128,900.      889,910.      MT  (+/- 180 meters Scaled)
 BX3129
 BX3129                          SUPERSEDED SURVEY CONTROL
 BX3129
 BX3129.No superseded survey control is available for this station.
 BX3129
 BX3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR373026(NAD 83)
 BX3129_MARKER: DD = SURVEY DISK
 BX3129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3129_SP_SET: CONCRETE POST
 BX3129_STAMPING: 43V35 1987
 BX3129_MARK LOGO: LADTD 
 BX3129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3129+STABILITY: SURFACE MOTION
 BX3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3129+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3129
 BX3129  HISTORY     - Date     Condition        Report By
 BX3129  HISTORY     - 1987     MONUMENTED       LADTD
 BX3129  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3129
 BX3129                          STATION DESCRIPTION
 BX3129
 BX3129'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3129'THE STATION IS LOCATED ABOUT 46.0 KM (28.6 MI) SOUTH OF MANSFIELD AND
 BX3129'ABOUT 19.6 KM (12.2 MI) NORTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3129'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3129'HIGHWAY 6 IN NORTHERN MANY, GO NORTH FOR 19.6 KM (12.2 MI) ON HIGHWAY
 BX3129'171 TO THE STATION ON THE LEFT SET NEAT THE L+S GROCERY STORE.
 BX3129'THE STATION IS 26.4 M (86.6 FT) NORTH OF THE NORTHEAST CORNER OF THE
 BX3129'STORE, 14.0 M (45.9 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 1.1
 BX3129'M (3.6 FT) NORTHWEST FROM A GULF SIGN POLE AND 0.46 M (1.51 FT)
 BX3129'SOUTH-SOUTHEAST FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE
 BX3129'GROUND AND LEVEL WITH THE HIGHWAY.
 BX3129
 BX3129                          STATION RECOVERY (2001)
 BX3129
 BX3129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3130 ***********************************************************************
 BX3130  DESIGNATION -  43 V 36
 BX3130  PID         -  BX3130
 BX3130  STATE/COUNTY-  LA/SABINE
 BX3130  USGS QUAD   -  ZWOLLE (1995)
 BX3130
 BX3130                         *CURRENT SURVEY CONTROL
 BX3130  ___________________________________________________________________
 BX3130* NAD 83(1986)-  31 38 45.     (N)    093 38 34.     (W)     SCALED    
 BX3130* NAVD 88     -        74.861  (meters)     245.61   (feet)  ADJUSTED  
 BX3130  ___________________________________________________________________
 BX3130  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX3130  DYNAMIC HT  -          74.771 (meters)     245.31  (feet)  COMP
 BX3130  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 BX3130
 BX3130  VERT ORDER  -  SECOND    CLASS I
 BX3130
 BX3130.The horizontal coordinates were scaled from a topographic map and have
 BX3130.an estimated accuracy of +/- 6 seconds.
 BX3130
 BX3130.The orthometric height was determined by differential leveling
 BX3130.and adjusted by the National Geodetic Survey in February 1994..
 BX3130
 BX3130.The geoid height was determined by GEOID03.
 BX3130
 BX3130.The dynamic height is computed by dividing the NAVD 88
 BX3130.geopotential number by the normal gravity value computed on the
 BX3130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3130.degrees latitude (g = 980.6199 gals.).
 BX3130
 BX3130.The modeled gravity was interpolated from observed gravity values.
 BX3130
 BX3130;                    North         East    Units  Estimated Accuracy
 BX3130;SPC LA N     -   127,620.      891,610.      MT  (+/- 180 meters Scaled)
 BX3130
 BX3130                          SUPERSEDED SURVEY CONTROL
 BX3130
 BX3130.No superseded survey control is available for this station.
 BX3130
 BX3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR390013(NAD 83)
 BX3130_MARKER: DD = SURVEY DISK
 BX3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3130_SP_SET: CONCRETE POST
 BX3130_STAMPING: 43V36 1987
 BX3130_MARK LOGO: LADTD 
 BX3130_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3130+STABILITY: SURFACE MOTION
 BX3130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3130+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1999
 BX3130
 BX3130  HISTORY     - Date     Condition        Report By
 BX3130  HISTORY     - 1987     MONUMENTED       LADTD
 BX3130  HISTORY     - 19990915 GOOD             JCLS
 BX3130  HISTORY     - 20010331 GOOD             NGS
 BX3130
 BX3130                          STATION DESCRIPTION
 BX3130
 BX3130'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3130'THE STATION IS LOCATED ABOUT 48.1 KM (29.9 MI) SOUTH OF MANSFIELD AND
 BX3130'ABOUT 17.5 KM (10.9 MI) NORTH OF MANY IN THE NORTH PART OF THE TOWN
 BX3130'OF ZWOLLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BX3130'DEVELOPMENT.
 BX3130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3130'HIGHWAY 6 IN NORTHERN MANY, GO NORTH FOR 17.5 KM (10.9 MI) ON HIGHWAY
 BX3130'171 TO THE STATION ON THE LEFT IN THE NORTHERN PART OF ZWOLLE.
 BX3130'THE THE STATION IS 12.5 M (41.0 FT) WEST-SOUTHWEST FROM THE CENTER OF
 BX3130'THE HIGHWAY, 6.7 M (22.0 FT) SOUTH FROM THE CENTER OF LARRY STREET,
 BX3130'2.0 M (6.6 FT) NORTH-NORTHWEST FROM A WITNESS POST AND 0.46 M
 BX3130'(1.51 FT) SOUTH-SOUTHEAST FROM A BRACE POLE.  THE STATION IS FLUSH
 BX3130'WITH THE GROUND AND ABOUT 0.31 M (1.02 FT) BELOW THE LEVEL OF THE
 BX3130'HIGHWAY.
 BX3130
 BX3130                          STATION RECOVERY (1999)
 BX3130
 BX3130'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 BX3130'RECOVERED IN GOOD CONDITION.
 BX3130
 BX3130                          STATION RECOVERY (2001)
 BX3130
 BX3130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3130'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3131 ***********************************************************************
 BX3131  DESIGNATION -  43 V 37
 BX3131  PID         -  BX3131
 BX3131  STATE/COUNTY-  LA/SABINE
 BX3131  USGS QUAD   -  ZWOLLE (1995)
 BX3131
 BX3131                         *CURRENT SURVEY CONTROL
 BX3131  ___________________________________________________________________
 BX3131* NAD 83(1986)-  31 38 02.     (N)    093 38 37.     (W)     SCALED    
 BX3131* NAVD 88     -        75.405  (meters)     247.39   (feet)  ADJUSTED  
 BX3131  ___________________________________________________________________
 BX3131  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX3131  DYNAMIC HT  -          75.313 (meters)     247.09  (feet)  COMP
 BX3131  MODELED GRAV-     979,426.8   (mgal)                       NAVD 88
 BX3131
 BX3131  VERT ORDER  -  SECOND    CLASS I
 BX3131
 BX3131.The horizontal coordinates were scaled from a topographic map and have
 BX3131.an estimated accuracy of +/- 6 seconds.
 BX3131
 BX3131.The orthometric height was determined by differential leveling
 BX3131.and adjusted by the National Geodetic Survey in February 1994..
 BX3131
 BX3131.The geoid height was determined by GEOID03.
 BX3131
 BX3131.The dynamic height is computed by dividing the NAVD 88
 BX3131.geopotential number by the normal gravity value computed on the
 BX3131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3131.degrees latitude (g = 980.6199 gals.).
 BX3131
 BX3131.The modeled gravity was interpolated from observed gravity values.
 BX3131
 BX3131;                    North         East    Units  Estimated Accuracy
 BX3131;SPC LA N     -   126,290.      891,520.      MT  (+/- 180 meters Scaled)
 BX3131
 BX3131                          SUPERSEDED SURVEY CONTROL
 BX3131
 BX3131.No superseded survey control is available for this station.
 BX3131
 BX3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR389000(NAD 83)
 BX3131_MARKER: DD = SURVEY DISK
 BX3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3131_SP_SET: CONCRETE POST
 BX3131_STAMPING: 43V37 1987
 BX3131_MARK LOGO: LADTD 
 BX3131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3131+STABILITY: SURFACE MOTION
 BX3131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3131+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3131
 BX3131  HISTORY     - Date     Condition        Report By
 BX3131  HISTORY     - 1987     MONUMENTED       LADTD
 BX3131  HISTORY     - 20010331 GOOD             NGS
 BX3131
 BX3131                          STATION DESCRIPTION
 BX3131
 BX3131'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3131'THE STATION IS LOCATED 49.4 KM (30.7 MI) SOUTH OF MANSFIELD AND 16.1
 BX3131'NORTH OF MANY IN THE TOWN OF ZWOLLE.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3131'OF TRANSPORTATION AND DEVELOPMENT.
 BX3131'TO REACH THE STATION FROM THE JUNCITON OF U.S. HIGHWAY 171 AND STATE
 BX3131'HIGHWAY 6 IN MANY, GO NORTH FOR 16.1 KM (10.0 MI) ON HIGHWAY 171 TO
 BX3131'THE STATION ON THE RIGHT SET NEAR THE WATER TANK.
 BX3131'THE STATION IS 31.7 M (104.0 FT) SOUTHWEST FROM THE SOUTHWEST LEG OF
 BX3131'THE WATER TANK, 6.7 M (22.0 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BX3131'5.0 M (16.4 FT) SOUTH FROM THE CENTER OF A DRIVE LEADING TO A WOOD
 BX3131'FRAME HOUSE, 0.8 M (2.6 FT) SOUTH FROM A POWER POLE WITH A SECURITY
 BX3131'LIGHT AND TWO TRANSFORMERS ATTACHED AND 0.46 M (1.51 FT) NORTH FROM A
 BX3131'WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL
 BX3131'WITH THE HIGHWAY.
 BX3131
 BX3131                          STATION RECOVERY (2001)
 BX3131
 BX3131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3131'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3132 ***********************************************************************
 BX3132  DESIGNATION -  43 V 38
 BX3132  PID         -  BX3132
 BX3132  STATE/COUNTY-  LA/SABINE
 BX3132  USGS QUAD   -  ZWOLLE (1995)
 BX3132
 BX3132                         *CURRENT SURVEY CONTROL
 BX3132  ___________________________________________________________________
 BX3132* NAD 83(1986)-  31 37 56.     (N)    093 37 47.     (W)     SCALED    
 BX3132* NAVD 88     -        57.694  (meters)     189.28   (feet)  ADJUSTED  
 BX3132  ___________________________________________________________________
 BX3132  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX3132  DYNAMIC HT  -          57.624 (meters)     189.05  (feet)  COMP
 BX3132  MODELED GRAV-     979,426.8   (mgal)                       NAVD 88
 BX3132
 BX3132  VERT ORDER  -  SECOND    CLASS I
 BX3132
 BX3132.The horizontal coordinates were scaled from a topographic map and have
 BX3132.an estimated accuracy of +/- 6 seconds.
 BX3132
 BX3132.The orthometric height was determined by differential leveling
 BX3132.and adjusted by the National Geodetic Survey in February 1994..
 BX3132
 BX3132.The geoid height was determined by GEOID03.
 BX3132
 BX3132.The dynamic height is computed by dividing the NAVD 88
 BX3132.geopotential number by the normal gravity value computed on the
 BX3132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3132.degrees latitude (g = 980.6199 gals.).
 BX3132
 BX3132.The modeled gravity was interpolated from observed gravity values.
 BX3132
 BX3132;                    North         East    Units  Estimated Accuracy
 BX3132;SPC LA N     -   126,090.      892,840.      MT  (+/- 180 meters Scaled)
 BX3132
 BX3132                          SUPERSEDED SURVEY CONTROL
 BX3132
 BX3132.No superseded survey control is available for this station.
 BX3132
 BX3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ402998(NAD 83)
 BX3132_MARKER: DD = SURVEY DISK
 BX3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3132_SP_SET: CONCRETE POST
 BX3132_STAMPING: 43V38 1987
 BX3132_MARK LOGO: LADTD 
 BX3132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3132+STABILITY: SURFACE MOTION
 BX3132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3132+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1999
 BX3132
 BX3132  HISTORY     - Date     Condition        Report By
 BX3132  HISTORY     - 1987     MONUMENTED       LADTD
 BX3132  HISTORY     - 19990915 GOOD             JCLS
 BX3132
 BX3132                          STATION DESCRIPTION
 BX3132
 BX3132'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3132'THE STATION IS LOCATED ABOUT 1.12 KM (0.70 MI) SOUTHEAST OF ZWOLLE AND
 BX3132'14.9 KM (9.3 MI) NORTHWEST OF MANY.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3132'OF TRANSPORTATION AND DEVELOPMENT.
 BX3132'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3132'HIGHWAY 475 IN ZWOLLE, GO SOUTHEAST FOR 1.12 KM (0.70 MI) ON HIGHWAY
 BX3132'171 TO THE STATION ON THE LEFT, JUST NORTH OF STATE HIGHWAY 1216.
 BX3132'THE STATION IS 18.3 M (60.0 FT) WEST FROM THE CENTER OF STATE HIGHWAY
 BX3132'1216, 12.8 M (42.0 FT) NORTH FROM THE CENTER OF HIGHWAY 171, 6.4 M
 BX3132'(21.0 FT) WEST-NORTHWEST FROM THE NORTHWEST END OF A CONCRETE CULVERT
 BX3132'UNDER HIGHWAY 1216, 3.2 M (10.5 FT) EAST-NORTHEAST FROM A POWER POLE,
 BX3132'0.6 M (2.0 FT) EAST FROM A WITNESS POST AND 0.5 M (1.6 FT) WEST FROM
 BX3132'A RIGHT-OF-WAY MARKER.  THE STATION IS FLUSH WITH THE GROUND AND 0.3
 BX3132'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BX3132
 BX3132                          STATION RECOVERY (1999)
 BX3132
 BX3132'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 BX3132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3133 ***********************************************************************
 BX3133  DESIGNATION -  43 V 39
 BX3133  PID         -  BX3133
 BX3133  STATE/COUNTY-  LA/SABINE
 BX3133  USGS QUAD   -  BELMONT (1994)
 BX3133
 BX3133                         *CURRENT SURVEY CONTROL
 BX3133  ___________________________________________________________________
 BX3133* NAD 83(1986)-  31 37 33.     (N)    093 36 43.     (W)     SCALED    
 BX3133* NAVD 88     -        67.387  (meters)     221.09   (feet)  ADJUSTED  
 BX3133  ___________________________________________________________________
 BX3133  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX3133  DYNAMIC HT  -          67.305 (meters)     220.82  (feet)  COMP
 BX3133  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 BX3133
 BX3133  VERT ORDER  -  SECOND    CLASS I
 BX3133
 BX3133.The horizontal coordinates were scaled from a topographic map and have
 BX3133.an estimated accuracy of +/- 6 seconds.
 BX3133
 BX3133.The orthometric height was determined by differential leveling
 BX3133.and adjusted by the National Geodetic Survey in February 1994..
 BX3133
 BX3133.The geoid height was determined by GEOID03.
 BX3133
 BX3133.The dynamic height is computed by dividing the NAVD 88
 BX3133.geopotential number by the normal gravity value computed on the
 BX3133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3133.degrees latitude (g = 980.6199 gals.).
 BX3133
 BX3133.The modeled gravity was interpolated from observed gravity values.
 BX3133
 BX3133;                    North         East    Units  Estimated Accuracy
 BX3133;SPC LA N     -   125,370.      894,510.      MT  (+/- 180 meters Scaled)
 BX3133
 BX3133                          SUPERSEDED SURVEY CONTROL
 BX3133
 BX3133.No superseded survey control is available for this station.
 BX3133
 BX3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ419991(NAD 83)
 BX3133_MARKER: DD = SURVEY DISK
 BX3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3133_SP_SET: CONCRETE POST
 BX3133_STAMPING: 43V39 1987
 BX3133_MARK LOGO: LADTD 
 BX3133_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3133+STABILITY: SURFACE MOTION
 BX3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3133+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3133
 BX3133  HISTORY     - Date     Condition        Report By
 BX3133  HISTORY     - 1987     MONUMENTED       LADTD
 BX3133  HISTORY     - 20010331 GOOD             NGS
 BX3133
 BX3133                          STATION DESCRIPTION
 BX3133
 BX3133'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3133'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) SOUTHEAST OF ZWOLLE AND
 BX3133'12.87 KM (8.00 MI) NORTHWEST OF MANY.  OWNERSHIP--LOUISIANA
 BX3133'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3133'HIGHWAY 475 IN ZWOLLE, GO SOUTHEAST FOR 3.22 KM (2.00 MI) ON HIGHWAY
 BX3133'171 TO THE STATION ON THE LEFT SET NEAR A POWER POLE AND DRIVE.
 BX3133'THE STATION IS 11.0 M (36.1 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 BX3133'HIGHWAY, 7.9 M (25.9 FT) WEST-NORTHWEST FROM THE CENTER OF A GRAVEL
 BX3133'DRIVE LEADING TO A WOOD FRAME HOUSE, 1.4 M (4.6 FT) EAST FROM A
 BX3133'TELEPHONE JUNCTION BOX, 1.1 M (3.6 FT) EAST-SOUTHEAST FROM A POWER
 BX3133'POLE WITH A TRANSFORMER ATTACHED AND 0.5 M (1.6 FT) WEST-NORTHWEST
 BX3133'FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT
 BX3133'LEVEL WITH THE HIGHWAY.
 BX3133
 BX3133                          STATION RECOVERY (2001)
 BX3133
 BX3133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3133'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1871 ***********************************************************************
 BX1871  DESIGNATION -  43 V 4 LADH
 BX1871  PID         -  BX1871
 BX1871  STATE/COUNTY-  LA/SABINE
 BX1871  USGS QUAD   -  MANY (1994)
 BX1871
 BX1871                         *CURRENT SURVEY CONTROL
 BX1871  ___________________________________________________________________
 BX1871* NAD 83(1986)-  31 36 47.     (N)    093 24 08.     (W)     SCALED    
 BX1871* NAVD 88     -       104.76   (+/-2cm)     343.7    (feet)  VERTCON   
 BX1871  ___________________________________________________________________
 BX1871  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX1871
 BX1871  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1871
 BX1871.The horizontal coordinates were scaled from a topographic map and have
 BX1871.an estimated accuracy of +/- 6 seconds.
 BX1871
 BX1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1871.The vertical order pertains to the NGVD 29 superseded value.
 BX1871
 BX1871.The geoid height was determined by GEOID03.
 BX1871
 BX1871;                    North         East    Units  Estimated Accuracy
 BX1871;SPC LA N     -   123,770.      914,400.      MT  (+/- 180 meters Scaled)
 BX1871
 BX1871                          SUPERSEDED SURVEY CONTROL
 BX1871
 BX1871  NGVD 29 (??/??/??)  104.833  (m)          343.94   (f) ADJUSTED    2 1
 BX1871
 BX1871.Superseded values are not recommended for survey control.
 BX1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1871.See file dsdata.txt to determine how the superseded data were derived.
 BX1871
 BX1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ618976(NAD 83)
 BX1871_MARKER: DD = SURVEY DISK
 BX1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1871_STAMPING: 43V4 1969
 BX1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1871+STABILITY: SURFACE MOTION
 BX1871
 BX1871  HISTORY     - Date     Condition        Report By
 BX1871  HISTORY     - 1969     MONUMENTED       LADH
 BX1871  HISTORY     - 1970     GOOD             LADTD
 BX1871  HISTORY     - 20010331 GOOD             NGS
 BX1871  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1871
 BX1871                          STATION DESCRIPTION
 BX1871
 BX1871'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1871'6.35 MI NE FROM MANY.
 BX1871'ABOUT 6.35 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 6 FROM THE MANY
 BX1871'POST OFFICE.  1.05 MILES NORTHEAST OF B.M. 43V3.  5.15 MILES SOUTHWEST
 BX1871'OF THE SABINE AND NATCHITOCHES PARISH LINE.  65 FEET SOUTHEAST OF THE
 BX1871'CENTERLINE OF LOUISIANA HIGHWAY 6.  153 FEET EAST OF THE INTERSECTION
 BX1871'OF A GRAVEL ROAD LEADING SOUTHEAST AND LOUISIANA HIGHWAY 6. 3 FEET
 BX1871'EAST OF A POWER POLE.  8 FEET SOUTHWEST OF A LOUISIANA DEPARTMENT OF
 BX1871'HIGHWAYS RIGHT OF WAY MARKER, AND CORNER OF A COMBINATION MESH AND
 BX1871'BARBED WIRE FENCE.  38 FEET SOUTH OF THE WEST END OF A 18 INCH
 BX1871'CONCRETE SIDE DRAIN PIPE.  37 FEET SOUTHWEST OF THE CENTER OF A METAL
 BX1871'GATE.  DISK IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BX1871'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK. SECTION
 BX1871'4, T 7N, R 10W.
 BX1871
 BX1871                          STATION RECOVERY (2001)
 BX1871
 BX1871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1871'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1871
 BX1871                          STATION RECOVERY (2001)
 BX1871
 BX1871'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3135 ***********************************************************************
 BX3135  DESIGNATION -  43 V 40
 BX3135  PID         -  BX3135
 BX3135  STATE/COUNTY-  LA/SABINE
 BX3135  USGS QUAD   -  LORING (1994)
 BX3135
 BX3135                         *CURRENT SURVEY CONTROL
 BX3135  ___________________________________________________________________
 BX3135* NAD 83(1986)-  31 37 06.     (N)    093 35 39.     (W)     SCALED    
 BX3135* NAVD 88     -        98.476  (meters)     323.08   (feet)  ADJUSTED  
 BX3135  ___________________________________________________________________
 BX3135  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX3135  DYNAMIC HT  -          98.356 (meters)     322.69  (feet)  COMP
 BX3135  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 BX3135
 BX3135  VERT ORDER  -  SECOND    CLASS I
 BX3135
 BX3135.The horizontal coordinates were scaled from a topographic map and have
 BX3135.an estimated accuracy of +/- 6 seconds.
 BX3135
 BX3135.The orthometric height was determined by differential leveling
 BX3135.and adjusted by the National Geodetic Survey in February 1994..
 BX3135
 BX3135.The geoid height was determined by GEOID03.
 BX3135
 BX3135.The dynamic height is computed by dividing the NAVD 88
 BX3135.geopotential number by the normal gravity value computed on the
 BX3135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3135.degrees latitude (g = 980.6199 gals.).
 BX3135
 BX3135.The modeled gravity was interpolated from observed gravity values.
 BX3135
 BX3135;                    North         East    Units  Estimated Accuracy
 BX3135;SPC LA N     -   124,520.      896,190.      MT  (+/- 180 meters Scaled)
 BX3135
 BX3135                          SUPERSEDED SURVEY CONTROL
 BX3135
 BX3135.No superseded survey control is available for this station.
 BX3135
 BX3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ436982(NAD 83)
 BX3135_MARKER: DD = SURVEY DISK
 BX3135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3135_SP_SET: CONCRETE POST
 BX3135_STAMPING: 43V40 1987
 BX3135_MARK LOGO: LADTD 
 BX3135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3135+STABILITY: SURFACE MOTION
 BX3135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3135+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3135
 BX3135  HISTORY     - Date     Condition        Report By
 BX3135  HISTORY     - 1987     MONUMENTED       LADTD
 BX3135  HISTORY     - 20010331 GOOD             NGS
 BX3135
 BX3135                          STATION DESCRIPTION
 BX3135
 BX3135'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3135'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) NORTHWEST OF MANY AND
 BX3135'ABOUT 5.1 KM (3.2 MI) SOUTHEAST OF ZWOLLE.  OWNERSHIP--LOUISIANA
 BX3135'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3135'HIGHWAY 475 IN ZWOLLE, GO SOUTHEAST FOR 5.2 KM (3.2 MI) ON HIGHWAY
 BX3135'171 TO THE STATION ON THE RIGHT JUST NORTH OF A GRAVEL ROAD.
 BX3135'THE STATION IS 14.0 M (45.9 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 BX3135'GRAVEL ROAD, 10.6 M (34.8 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 BX3135'SOUTH BOUND LANE OF THE HIGHWAY, 7.9 M (25.9 FT) NORTHWEST FROM A
 BX3135'TELEPHONE JUNCTION BOX AND 0.5 M (1.6 FT) NORTHEAST FROM A WITNESS
 BX3135'POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT 0.61 M
 BX3135'(2.00 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3135
 BX3135                          STATION RECOVERY (2001)
 BX3135
 BX3135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3138 ***********************************************************************
 BX3138  DESIGNATION -  43 V 41
 BX3138  PID         -  BX3138
 BX3138  STATE/COUNTY-  LA/SABINE
 BX3138  USGS QUAD   -  LORING (1994)
 BX3138
 BX3138                         *CURRENT SURVEY CONTROL
 BX3138  ___________________________________________________________________
 BX3138* NAD 83(1986)-  31 36 31.     (N)    093 34 23.     (W)     SCALED    
 BX3138* NAVD 88     -        87.517  (meters)     287.13   (feet)  ADJUSTED  
 BX3138  ___________________________________________________________________
 BX3138  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX3138  DYNAMIC HT  -          87.411 (meters)     286.78  (feet)  COMP
 BX3138  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 BX3138
 BX3138  VERT ORDER  -  SECOND    CLASS I
 BX3138
 BX3138.The horizontal coordinates were scaled from a topographic map and have
 BX3138.an estimated accuracy of +/- 6 seconds.
 BX3138
 BX3138.The orthometric height was determined by differential leveling
 BX3138.and adjusted by the National Geodetic Survey in February 1994..
 BX3138
 BX3138.The geoid height was determined by GEOID03.
 BX3138
 BX3138.The dynamic height is computed by dividing the NAVD 88
 BX3138.geopotential number by the normal gravity value computed on the
 BX3138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3138.degrees latitude (g = 980.6199 gals.).
 BX3138
 BX3138.The modeled gravity was interpolated from observed gravity values.
 BX3138
 BX3138;                    North         East    Units  Estimated Accuracy
 BX3138;SPC LA N     -   123,420.      898,180.      MT  (+/- 180 meters Scaled)
 BX3138
 BX3138                          SUPERSEDED SURVEY CONTROL
 BX3138
 BX3138.No superseded survey control is available for this station.
 BX3138
 BX3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ456971(NAD 83)
 BX3138_MARKER: DD = SURVEY DISK
 BX3138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3138_SP_SET: CONCRETE POST
 BX3138_STAMPING: 43V41 1987
 BX3138_MARK LOGO: LADTD 
 BX3138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3138+STABILITY: SURFACE MOTION
 BX3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3138+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3138
 BX3138  HISTORY     - Date     Condition        Report By
 BX3138  HISTORY     - 1987     MONUMENTED       LADTD
 BX3138  HISTORY     - 20010331 GOOD             NGS
 BX3138
 BX3138                          STATION DESCRIPTION
 BX3138
 BX3138'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3138'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHWEST OF MANY AND
 BX3138'ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF ZWOLLE.  OWNERSHIP--LOUISIANA
 BX3138'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3138'TO REACH THE STATION FROM THE THE JUNCTION OF U.S. HIGHWAY 171 AND
 BX3138'STATE HIGHWAY 475 IN ZWOLLE, GO SOUTHEAST FOR 6.4 KM (4.0 MI) ON
 BX3138'HIGHWAY 171 TO THE STATION ON THE LEFT JUST NORTH OF A GRAVEL ROAD.
 BX3138'THE STATION IS 13.5 M (44.3 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BX3138'M WEST FROM THE CENTER OF THE GRAVEL ROAD, 1.82 M (5.97 FT) NORTHWEST
 BX3138'FROM THE NORTH END OF A CONCRETE CULVERT UNDER THE GRAVEL ROAD, 0.91
 BX3138'M (2.99 FT) EAST FROM POWER POLE NUMBER 82 AND 0.39 M (1.28 FT) WEST
 BX3138'FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT
 BX3138'0.91 M (2.99 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3138
 BX3138                          STATION RECOVERY (2001)
 BX3138
 BX3138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3138'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3140 ***********************************************************************
 BX3140  DESIGNATION -  43 V 42
 BX3140  PID         -  BX3140
 BX3140  STATE/COUNTY-  LA/SABINE
 BX3140  USGS QUAD   -  LORING (1994)
 BX3140
 BX3140                         *CURRENT SURVEY CONTROL
 BX3140  ___________________________________________________________________
 BX3140* NAD 83(1986)-  31 35 33.     (N)    093 31 54.     (W)     SCALED    
 BX3140* NAVD 88     -        79.859  (meters)     262.00   (feet)  ADJUSTED  
 BX3140  ___________________________________________________________________
 BX3140  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX3140  DYNAMIC HT  -          79.762 (meters)     261.69  (feet)  COMP
 BX3140  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 BX3140
 BX3140  VERT ORDER  -  SECOND    CLASS I
 BX3140
 BX3140.The horizontal coordinates were scaled from a topographic map and have
 BX3140.an estimated accuracy of +/- 6 seconds.
 BX3140
 BX3140.The orthometric height was determined by differential leveling
 BX3140.and adjusted by the National Geodetic Survey in February 1994..
 BX3140
 BX3140.The geoid height was determined by GEOID03.
 BX3140
 BX3140.The dynamic height is computed by dividing the NAVD 88
 BX3140.geopotential number by the normal gravity value computed on the
 BX3140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3140.degrees latitude (g = 980.6199 gals.).
 BX3140
 BX3140.The modeled gravity was interpolated from observed gravity values.
 BX3140
 BX3140;                    North         East    Units  Estimated Accuracy
 BX3140;SPC LA N     -   121,600.      902,090.      MT  (+/- 180 meters Scaled)
 BX3140
 BX3140                          SUPERSEDED SURVEY CONTROL
 BX3140
 BX3140.No superseded survey control is available for this station.
 BX3140
 BX3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ495953(NAD 83)
 BX3140_MARKER: DD = SURVEY DISK
 BX3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3140_SP_SET: CONCRETE POST
 BX3140_STAMPING: 43V42 1987
 BX3140_MARK LOGO: LADTD 
 BX3140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3140+STABILITY: SURFACE MOTION
 BX3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3140+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3140
 BX3140  HISTORY     - Date     Condition        Report By
 BX3140  HISTORY     - 1987     MONUMENTED       LADTD
 BX3140  HISTORY     - 20010331 GOOD             NGS
 BX3140
 BX3140                          STATION DESCRIPTION
 BX3140
 BX3140'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3140'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI) SOUTHEAST OF ZWOLLE AND
 BX3140'ABOUT 5.4 KM (3.4 MI) NORTH OF MANY.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3140'OF TRANSPORTATION AND DEVELOPMENT.
 BX3140'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3140'HIGHWAY 6 IN MANY, GO NORTHWEST FOR 5.4 KM (3.4 MI) ON HIGHWAY 171 TO
 BX3140'THE STATION ON THE RIGHT JUST EAST OF A GRAVEL ROAD LEADING NORTH.
 BX3140'THE STATION IS 20.0 M (65.6 FT) WEST FROM POWER POLE NUMBER 45, 15.4 M
 BX3140'(50.5 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 12.5 M (41.0 FT) EAST
 BX3140'FROM THE CENTER OF THE GRAVEL ROAD, 2.3 M (7.5 FT) NORTH FROM
 BX3140'TELEPHONE JUNCTION BOX NUMBER 52 AND 0.46 M (1.51 FT) SOUTH FROM A
 BX3140'WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT 0.31 M
 BX3140'(1.02 FT) ABOVE THE HIGHWAY.
 BX3140
 BX3140                          STATION RECOVERY (2001)
 BX3140
 BX3140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3140'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3144 ***********************************************************************
 BX3144  DESIGNATION -  43 V 43
 BX3144  PID         -  BX3144
 BX3144  STATE/COUNTY-  LA/SABINE
 BX3144  USGS QUAD   -  MANY (1994)
 BX3144
 BX3144                         *CURRENT SURVEY CONTROL
 BX3144  ___________________________________________________________________
 BX3144* NAD 83(1986)-  31 34 33.     (N)    093 29 43.     (W)     SCALED    
 BX3144* NAVD 88     -        66.227  (meters)     217.28   (feet)  ADJUSTED  
 BX3144  ___________________________________________________________________
 BX3144  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX3144  DYNAMIC HT  -          66.147 (meters)     217.02  (feet)  COMP
 BX3144  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 BX3144
 BX3144  VERT ORDER  -  SECOND    CLASS I
 BX3144
 BX3144.The horizontal coordinates were scaled from a topographic map and have
 BX3144.an estimated accuracy of +/- 6 seconds.
 BX3144
 BX3144.The orthometric height was determined by differential leveling
 BX3144.and adjusted by the National Geodetic Survey in February 1994..
 BX3144
 BX3144.The geoid height was determined by GEOID03.
 BX3144
 BX3144.The dynamic height is computed by dividing the NAVD 88
 BX3144.geopotential number by the normal gravity value computed on the
 BX3144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3144.degrees latitude (g = 980.6199 gals.).
 BX3144
 BX3144.The modeled gravity was interpolated from observed gravity values.
 BX3144
 BX3144;                    North         East    Units  Estimated Accuracy
 BX3144;SPC LA N     -   119,720.      905,530.      MT  (+/- 180 meters Scaled)
 BX3144
 BX3144                          SUPERSEDED SURVEY CONTROL
 BX3144
 BX3144.No superseded survey control is available for this station.
 BX3144
 BX3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ530935(NAD 83)
 BX3144_MARKER: DD = SURVEY DISK
 BX3144_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BX3144_SP_SET: BRIDGE ABUTMENT
 BX3144_STAMPING: 43V43 1987
 BX3144_MARK LOGO: LADTD 
 BX3144_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3144+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3144
 BX3144  HISTORY     - Date     Condition        Report By
 BX3144  HISTORY     - 1987     MONUMENTED       LADTD
 BX3144  HISTORY     - 20010922 GOOD             USPSQD
 BX3144
 BX3144                          STATION DESCRIPTION
 BX3144
 BX3144'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3144'THE STATION IS LOCATED ABOUT 14.8 KM (9.2 MI) SOUTHEAST OF ZWOLLE AND
 BX3144'ABOUT 1.13 KM (0.70 MI) NORTHWEST OF MANY.  OWNERSHIP--LOUISIANA
 BX3144'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3144'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3144'HIGHWAY 6 IN MANY, GO NORTH FOR 1.13 KM (0.70 MI) ON HIGHWAY 171 TO
 BX3144'THE STATION ON THE RIGHT IN THE NORTHEAST CORNER OF A BRIDGE.
 BX3144'THE STATION IS 7.0 M (23.0 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 BX3144'HIGHWAY, 0.31 M (1.02 FT) EAST-SOUTHEAST FROM A WITNESS POST AND 0.15
 BX3144'M (0.49 FT) SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE ABUTMENT.
 BX3144'THE STATION IS ABOUT 0.31 M (1.02 FT) BELOW THE LEVEL OF THE
 BX3144'HIGHWAY.
 BX3144
 BX3144                          STATION RECOVERY (2001)
 BX3144
 BX3144'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX3144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3145 ***********************************************************************
 BX3145  DESIGNATION -  43 V 44
 BX3145  PID         -  BX3145
 BX3145  STATE/COUNTY-  LA/SABINE
 BX3145  USGS QUAD   -  MANY (1994)
 BX3145
 BX3145                         *CURRENT SURVEY CONTROL
 BX3145  ___________________________________________________________________
 BX3145* NAD 83(1986)-  31 34 12.     (N)    093 28 47.     (W)     SCALED    
 BX3145* NAVD 88     -        93.234  (meters)     305.89   (feet)  ADJUSTED  
 BX3145  ___________________________________________________________________
 BX3145  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX3145  DYNAMIC HT  -          93.121 (meters)     305.51  (feet)  COMP
 BX3145  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 BX3145
 BX3145  VERT ORDER  -  SECOND    CLASS I
 BX3145
 BX3145.The horizontal coordinates were scaled from a topographic map and have
 BX3145.an estimated accuracy of +/- 6 seconds.
 BX3145
 BX3145.The orthometric height was determined by differential leveling
 BX3145.and adjusted by the National Geodetic Survey in February 1994..
 BX3145
 BX3145.The geoid height was determined by GEOID03.
 BX3145
 BX3145.The dynamic height is computed by dividing the NAVD 88
 BX3145.geopotential number by the normal gravity value computed on the
 BX3145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3145.degrees latitude (g = 980.6199 gals.).
 BX3145
 BX3145.The modeled gravity was interpolated from observed gravity values.
 BX3145
 BX3145;                    North         East    Units  Estimated Accuracy
 BX3145;SPC LA N     -   119,060.      907,000.      MT  (+/- 180 meters Scaled)
 BX3145
 BX3145                          SUPERSEDED SURVEY CONTROL
 BX3145
 BX3145.No superseded survey control is available for this station.
 BX3145
 BX3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ544928(NAD 83)
 BX3145_MARKER: DD = SURVEY DISK
 BX3145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3145_SP_SET: CONCRETE POST
 BX3145_STAMPING: 43V44 1987
 BX3145_MARK LOGO: LADTD 
 BX3145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3145+STABILITY: SURFACE MOTION
 BX3145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3145+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3145
 BX3145  HISTORY     - Date     Condition        Report By
 BX3145  HISTORY     - 1987     MONUMENTED       LADTD
 BX3145  HISTORY     - 20010331 GOOD             NGS
 BX3145  HISTORY     - 20010922 GOOD             USPSQD
 BX3145
 BX3145                          STATION DESCRIPTION
 BX3145
 BX3145'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3145'THE STATION IS LOCATED IN THE TOWN OF MANY AT THE JUNCTION OF U.S
 BX3145'HIGHWAY 171 AND STATE HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH.
 BX3145'OWNERSHIP--TOWN OF MANY.
 BX3145'THE STATION IS 13.7 M (44.9 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST
 BX3145'CORNER OF THE CHURCH, 13.6 M (44.6 FT) SOUTH FROM THE EXTENDED CENTER
 BX3145'OF HIGHWAY 6, 7.7 M (25.3 FT) EAST-NORTHEAST FROM THE CENTER OF
 BX3145'HIGHWAY 171, 1.83 M (6.00 FT) SOUTHEAST FROM A TELEPHONE JUNCTION BOX
 BX3145'AND 0.31 M (1.02 FT) NORTHWEST FROM A WITNESS POST.  THE STATION IS
 BX3145'FLUSH WITH THE GROUND AND ABOUT 0.31 M (1.02 FT) ABOVE THE LEVEL OF
 BX3145'THE HIGHWAY.
 BX3145
 BX3145                          STATION RECOVERY (2001)
 BX3145
 BX3145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3145
 BX3145                          STATION RECOVERY (2001)
 BX3145
 BX3145'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX3145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3146 ***********************************************************************
 BX3146  DESIGNATION -  43 V 45
 BX3146  PID         -  BX3146
 BX3146  STATE/COUNTY-  LA/SABINE
 BX3146  USGS QUAD   -  MANY (1994)
 BX3146
 BX3146                         *CURRENT SURVEY CONTROL
 BX3146  ___________________________________________________________________
 BX3146* NAD 83(1986)-  31 33 12.     (N)    093 28 09.     (W)     SCALED    
 BX3146* NAVD 88     -        79.605  (meters)     261.17   (feet)  ADJUSTED  
 BX3146  ___________________________________________________________________
 BX3146  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX3146  DYNAMIC HT  -          79.509 (meters)     260.86  (feet)  COMP
 BX3146  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 BX3146
 BX3146  VERT ORDER  -  SECOND    CLASS I
 BX3146
 BX3146.The horizontal coordinates were scaled from a topographic map and have
 BX3146.an estimated accuracy of +/- 6 seconds.
 BX3146
 BX3146.The orthometric height was determined by differential leveling
 BX3146.and adjusted by the National Geodetic Survey in February 1994..
 BX3146
 BX3146.The geoid height was determined by GEOID03.
 BX3146
 BX3146.The dynamic height is computed by dividing the NAVD 88
 BX3146.geopotential number by the normal gravity value computed on the
 BX3146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3146.degrees latitude (g = 980.6199 gals.).
 BX3146
 BX3146.The modeled gravity was interpolated from observed gravity values.
 BX3146
 BX3146;                    North         East    Units  Estimated Accuracy
 BX3146;SPC LA N     -   117,200.      907,990.      MT  (+/- 180 meters Scaled)
 BX3146
 BX3146                          SUPERSEDED SURVEY CONTROL
 BX3146
 BX3146.No superseded survey control is available for this station.
 BX3146
 BX3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ554910(NAD 83)
 BX3146_MARKER: DD = SURVEY DISK
 BX3146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3146_SP_SET: CONCRETE POST
 BX3146_STAMPING: 43V45 1987
 BX3146_MARK LOGO: LADTD 
 BX3146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3146+STABILITY: SURFACE MOTION
 BX3146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3146+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3146
 BX3146  HISTORY     - Date     Condition        Report By
 BX3146  HISTORY     - 1987     MONUMENTED       LADTD
 BX3146  HISTORY     - 20010331 GOOD             NGS
 BX3146  HISTORY     - 20010922 GOOD             USPSQD
 BX3146
 BX3146                          STATION DESCRIPTION
 BX3146
 BX3146'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3146'THE STATION IS LOCATED IN THE SOUTHERN PART OF MANY, ALONG U.S.
 BX3146'HIGHWAY 171, AT THE ALFORD KING BAPTIST CHURCH SIGN.
 BX3146'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3146'THE STATION IS 16.8 M (55.1 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 BX3146'HIGHWAY, 9.5 M (31.2 FT) NORTH FROM A BLACKTOP ROAD, 4.3 M (14.1 FT)
 BX3146'EAST FROM POWER POLE NUMBER 61 AND 0.91 M (2.99 FT) WEST FROM A
 BX3146'WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT 0.91 M
 BX3146'(2.99 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3146
 BX3146                          STATION RECOVERY (2001)
 BX3146
 BX3146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3146'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3146
 BX3146                          STATION RECOVERY (2001)
 BX3146
 BX3146'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX3146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3147 ***********************************************************************
 BX3147  DESIGNATION -  43 V 46
 BX3147  PID         -  BX3147
 BX3147  STATE/COUNTY-  LA/SABINE
 BX3147  USGS QUAD   -  MANY (1994)
 BX3147
 BX3147                         *CURRENT SURVEY CONTROL
 BX3147  ___________________________________________________________________
 BX3147* NAD 83(1986)-  31 32 09.     (N)    093 27 37.     (W)     SCALED    
 BX3147* NAVD 88     -        87.505  (meters)     287.09   (feet)  ADJUSTED  
 BX3147  ___________________________________________________________________
 BX3147  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX3147  DYNAMIC HT  -          87.398 (meters)     286.74  (feet)  COMP
 BX3147  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BX3147
 BX3147  VERT ORDER  -  SECOND    CLASS I
 BX3147
 BX3147.The horizontal coordinates were scaled from a topographic map and have
 BX3147.an estimated accuracy of +/- 6 seconds.
 BX3147
 BX3147.The orthometric height was determined by differential leveling
 BX3147.and adjusted by the National Geodetic Survey in February 1994..
 BX3147
 BX3147.The geoid height was determined by GEOID03.
 BX3147
 BX3147.The dynamic height is computed by dividing the NAVD 88
 BX3147.geopotential number by the normal gravity value computed on the
 BX3147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3147.degrees latitude (g = 980.6199 gals.).
 BX3147
 BX3147.The modeled gravity was interpolated from observed gravity values.
 BX3147
 BX3147;                    North         East    Units  Estimated Accuracy
 BX3147;SPC LA N     -   115,250.      908,810.      MT  (+/- 180 meters Scaled)
 BX3147
 BX3147                          SUPERSEDED SURVEY CONTROL
 BX3147
 BX3147.No superseded survey control is available for this station.
 BX3147
 BX3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ563890(NAD 83)
 BX3147_MARKER: DD = SURVEY DISK
 BX3147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3147_SP_SET: CONCRETE POST
 BX3147_STAMPING: 43V46 1987
 BX3147_MARK LOGO: LADTD 
 BX3147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3147+STABILITY: SURFACE MOTION
 BX3147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3147+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3147
 BX3147  HISTORY     - Date     Condition        Report By
 BX3147  HISTORY     - 1987     MONUMENTED       LADTD
 BX3147  HISTORY     - 20010922 GOOD             USPSQD
 BX3147
 BX3147                          STATION DESCRIPTION
 BX3147
 BX3147'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3147'THE STATION IS LOCATED ABOUT 49.0 KM (30.4 MI) NORTH OF LEESVILLE AND
 BX3147'ABOUT 4.4 KM (2.7 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3147'OF TRANSPORTAION AND DEVELOPMENT.
 BX3147'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3147'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 4.4
 BX3147'KM (2.7 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT SET IN FRONT OF
 BX3147'THE VALLEY ELECTRIC MEMBERSHIP CO-OP SUB-STATION.
 BX3147'THE STATION IS 14.3 KM (8.9 MI) EAST FROM THE CENTER OF THE HIGHWAY,
 BX3147'8.5 M (27.9 FT) SOUTH FROM A POWER POLE, 6.1 M (20.0 FT) NORTH FROM
 BX3147'THE CENTER OF A METAL GATE INTO THE SUB-STATION, 0.31 M (1.02 FT)
 BX3147'WEST FROM A CHAIN LINK FENCE AND 0.31 M (1.02 FT) WEST FROM A WITNESS
 BX3147'POST. THE STATION IS FLUSH WITH THE GROUND AND ABOUT 0.31 M
 BX3147'(1.02 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3147
 BX3147                          STATION RECOVERY (2001)
 BX3147
 BX3147'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX3147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3150 ***********************************************************************
 BX3150  DESIGNATION -  43 V 47
 BX3150  PID         -  BX3150
 BX3150  STATE/COUNTY-  LA/SABINE
 BX3150  USGS QUAD   -  FLORIEN (1997)
 BX3150
 BX3150                         *CURRENT SURVEY CONTROL
 BX3150  ___________________________________________________________________
 BX3150* NAD 83(1986)-  31 29 57.     (N)    093 27 40.     (W)     SCALED    
 BX3150* NAVD 88     -       110.330  (meters)     361.97   (feet)  ADJUSTED  
 BX3150  ___________________________________________________________________
 BX3150  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BX3150  DYNAMIC HT  -         110.194 (meters)     361.53  (feet)  COMP
 BX3150  MODELED GRAV-     979,411.0   (mgal)                       NAVD 88
 BX3150
 BX3150  VERT ORDER  -  SECOND    CLASS I
 BX3150
 BX3150.The horizontal coordinates were scaled from a topographic map and have
 BX3150.an estimated accuracy of +/- 6 seconds.
 BX3150
 BX3150.The orthometric height was determined by differential leveling
 BX3150.and adjusted by the National Geodetic Survey in February 1994..
 BX3150
 BX3150.The geoid height was determined by GEOID03.
 BX3150
 BX3150.The dynamic height is computed by dividing the NAVD 88
 BX3150.geopotential number by the normal gravity value computed on the
 BX3150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3150.degrees latitude (g = 980.6199 gals.).
 BX3150
 BX3150.The modeled gravity was interpolated from observed gravity values.
 BX3150
 BX3150;                    North         East    Units  Estimated Accuracy
 BX3150;SPC LA N     -   111,190.      908,700.      MT  (+/- 180 meters Scaled)
 BX3150
 BX3150                          SUPERSEDED SURVEY CONTROL
 BX3150
 BX3150.No superseded survey control is available for this station.
 BX3150
 BX3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ562850(NAD 83)
 BX3150_MARKER: DD = SURVEY DISK
 BX3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3150_SP_SET: CONCRETE POST
 BX3150_STAMPING: 43V47 1987
 BX3150_MARK LOGO: LADTD 
 BX3150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3150+STABILITY: SURFACE MOTION
 BX3150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3150+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3150
 BX3150  HISTORY     - Date     Condition        Report By
 BX3150  HISTORY     - 1987     MONUMENTED       LADTD
 BX3150  HISTORY     - 20010331 GOOD             NGS
 BX3150
 BX3150                          STATION DESCRIPTION
 BX3150
 BX3150'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3150'THE STATION IS LOCATED ABOUT 44.7 KM (27.8 MI) NORTH OF LEESVILLE AND
 BX3150'ABOUT 8.7 KM (5.4 MI) SOUTH OF MANY.  OWNERSHIP-- LOUISIANA
 BX3150'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3150'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3150'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 8.7
 BX3150'KM (5.4 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT JUST NORTH OF A
 BX3150'GRAVEL ROAD LEADING EAST TO THE FISHER FIRE TOWER.
 BX3150'THE STATION IS 12.8 M (42.0 FT) NORTH FROM THE CENTER OF THE GRAVEL
 BX3150'ROAD, 12.5 M (41.0 FT) NORTH FROM THE CENTER OF THE GRAVEL ROAD, 1.68
 BX3150'M (5.51 FT) NORTH FROM A POWER POLE WITH A TRANSFORMER ATTACHED AND
 BX3150'0.45 M (1.48 FT) WEST-SOUTHWEST FROM A WITNESS POST.  THE STATION IS
 BX3150'FLUSH WITH THE GROUND AND 0.31 M (1.02 FT) ABOVE THE HIGHWAY.
 BX3150
 BX3150                          STATION RECOVERY (2001)
 BX3150
 BX3150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3150'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3151 ***********************************************************************
 BX3151  DESIGNATION -  43 V 48
 BX3151  PID         -  BX3151
 BX3151  STATE/COUNTY-  LA/SABINE
 BX3151  USGS QUAD   -  FLORIEN (1997)
 BX3151
 BX3151                         *CURRENT SURVEY CONTROL
 BX3151  ___________________________________________________________________
 BX3151* NAD 83(1986)-  31 29 02.     (N)    093 27 20.     (W)     SCALED    
 BX3151* NAVD 88     -       104.136  (meters)     341.65   (feet)  ADJUSTED  
 BX3151  ___________________________________________________________________
 BX3151  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX3151  DYNAMIC HT  -         104.007 (meters)     341.23  (feet)  COMP
 BX3151  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 BX3151
 BX3151  VERT ORDER  -  SECOND    CLASS I
 BX3151
 BX3151.The horizontal coordinates were scaled from a topographic map and have
 BX3151.an estimated accuracy of +/- 6 seconds.
 BX3151
 BX3151.The orthometric height was determined by differential leveling
 BX3151.and adjusted by the National Geodetic Survey in February 1994..
 BX3151
 BX3151.The geoid height was determined by GEOID03.
 BX3151
 BX3151.The dynamic height is computed by dividing the NAVD 88
 BX3151.geopotential number by the normal gravity value computed on the
 BX3151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3151.degrees latitude (g = 980.6199 gals.).
 BX3151
 BX3151.The modeled gravity was interpolated from observed gravity values.
 BX3151
 BX3151;                    North         East    Units  Estimated Accuracy
 BX3151;SPC LA N     -   109,490.      909,210.      MT  (+/- 180 meters Scaled)
 BX3151
 BX3151                          SUPERSEDED SURVEY CONTROL
 BX3151
 BX3151.No superseded survey control is available for this station.
 BX3151
 BX3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ567833(NAD 83)
 BX3151_MARKER: DD = SURVEY DISK
 BX3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3151_SP_SET: CONCRETE POST
 BX3151_STAMPING: 43V48 1987
 BX3151_MARK LOGO: LADTD 
 BX3151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3151+STABILITY: SURFACE MOTION
 BX3151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3151+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3151
 BX3151  HISTORY     - Date     Condition        Report By
 BX3151  HISTORY     - 1987     MONUMENTED       LADTD
 BX3151  HISTORY     - 20010331 GOOD             NGS
 BX3151  HISTORY     - 20011125 GOOD             USPSQD
 BX3151
 BX3151                          STATION DESCRIPTION
 BX3151
 BX3151'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3151'THE STATION IS LOCATED ABOUT 42.9 KM (26.7 MI) NORTH OF LEESVILLE AND
 BX3151'ABOUT 10.5 KM (6.5 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3151'DEPARTMENT OF TRANSPORTAION AND DEVELOPMENT.
 BX3151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3151'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 10.5
 BX3151'KM (6.5 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT.
 BX3151'THE STATION IS 34.1 M (111.9 FT) FROM THE CENTER OF THE NORTHERN MOST
 BX3151'BLACKTOP ROAD LEADING TO THE BOISE CASCADE FISHER SAWMILL, 15.5 M
 BX3151'(50.9 FT) WEST FROM THE CENTER OF THE HIGHWAY, 0.5 M (1.6 FT)
 BX3151'SOUTHWEST FROM A WITNESS POST AND 0.5 M (1.6 FT) SOUTH FROM A
 BX3151'RIGHT-OF-WAY MARKER.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT
 BX3151'0.61 M (2.00 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BX3151
 BX3151                          STATION RECOVERY (2001)
 BX3151
 BX3151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3151
 BX3151                          STATION RECOVERY (2001)
 BX3151
 BX3151'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3152 ***********************************************************************
 BX3152  DESIGNATION -  43 V 49
 BX3152  PID         -  BX3152
 BX3152  STATE/COUNTY-  LA/SABINE
 BX3152  USGS QUAD   -  FLORIEN (1997)
 BX3152
 BX3152                         *CURRENT SURVEY CONTROL
 BX3152  ___________________________________________________________________
 BX3152* NAD 83(1986)-  31 27 59.     (N)    093 27 24.     (W)     SCALED    
 BX3152* NAVD 88     -        87.344  (meters)     286.56   (feet)  ADJUSTED  
 BX3152  ___________________________________________________________________
 BX3152  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX3152  DYNAMIC HT  -          87.237 (meters)     286.21  (feet)  COMP
 BX3152  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 BX3152
 BX3152  VERT ORDER  -  SECOND    CLASS I
 BX3152
 BX3152.The horizontal coordinates were scaled from a topographic map and have
 BX3152.an estimated accuracy of +/- 6 seconds.
 BX3152
 BX3152.The orthometric height was determined by differential leveling
 BX3152.and adjusted by the National Geodetic Survey in February 1994..
 BX3152
 BX3152.The geoid height was determined by GEOID03.
 BX3152
 BX3152.The dynamic height is computed by dividing the NAVD 88
 BX3152.geopotential number by the normal gravity value computed on the
 BX3152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3152.degrees latitude (g = 980.6199 gals.).
 BX3152
 BX3152.The modeled gravity was interpolated from observed gravity values.
 BX3152
 BX3152;                    North         East    Units  Estimated Accuracy
 BX3152;SPC LA N     -   107,550.      909,090.      MT  (+/- 180 meters Scaled)
 BX3152
 BX3152                          SUPERSEDED SURVEY CONTROL
 BX3152
 BX3152.No superseded survey control is available for this station.
 BX3152
 BX3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ566813(NAD 83)
 BX3152_MARKER: DD = SURVEY DISK
 BX3152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3152_SP_SET: CONCRETE POST
 BX3152_STAMPING: 43V49 1987
 BX3152_MARK LOGO: LADTD 
 BX3152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3152+STABILITY: SURFACE MOTION
 BX3152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3152+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3152
 BX3152  HISTORY     - Date     Condition        Report By
 BX3152  HISTORY     - 1987     MONUMENTED       LADTD
 BX3152  HISTORY     - 20010331 GOOD             NGS
 BX3152
 BX3152                          STATION DESCRIPTION
 BX3152
 BX3152'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3152'THE STATION IS LOCATED ABOUT 40.9 KM (25.4 MI) NORTH OF LEESVILLE AND
 BX3152'ABOUT 12.5 KM (7.8 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3152'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3152'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 12.5
 BX3152'KM (7.8 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT.
 BX3152'THE STATION IS 12.7 M (41.7 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BX3152'4.0 M (13.1 FT) NORTH FROM TELEPHONE JUNCTION BOX NUMBER 6, 2.7 M
 BX3152'(8.9 FT) NORTH FROM A POWER POLE NUMBER 75-193 WITH A TRANSFORMER
 BX3152'ATTACHED AND 0.37 M (1.21 FT) WEST FROM A WITNESS POST.  THE STATION
 BX3152'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3152
 BX3152                          STATION RECOVERY (2001)
 BX3152
 BX3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3152'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1872 ***********************************************************************
 BX1872  DESIGNATION -  43 V 5 LADH
 BX1872  PID         -  BX1872
 BX1872  STATE/COUNTY-  LA/SABINE
 BX1872  USGS QUAD   -  MANY (1994)
 BX1872
 BX1872                         *CURRENT SURVEY CONTROL
 BX1872  ___________________________________________________________________
 BX1872* NAD 83(1986)-  31 37 10.     (N)    093 23 17.     (W)     SCALED    
 BX1872* NAVD 88     -        88.82   (+/-2cm)     291.4    (feet)  VERTCON   
 BX1872  ___________________________________________________________________
 BX1872  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BX1872
 BX1872  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1872
 BX1872.The horizontal coordinates were scaled from a topographic map and have
 BX1872.an estimated accuracy of +/- 6 seconds.
 BX1872
 BX1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1872.The vertical order pertains to the NGVD 29 superseded value.
 BX1872
 BX1872.The geoid height was determined by GEOID03.
 BX1872
 BX1872;                    North         East    Units  Estimated Accuracy
 BX1872;SPC LA N     -   124,460.      915,750.      MT  (+/- 180 meters Scaled)
 BX1872
 BX1872                          SUPERSEDED SURVEY CONTROL
 BX1872
 BX1872  NGVD 29 (??/??/??)   88.896  (m)          291.65   (f) ADJUSTED    2 1
 BX1872
 BX1872.Superseded values are not recommended for survey control.
 BX1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1872.See file dsdata.txt to determine how the superseded data were derived.
 BX1872
 BX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ631983(NAD 83)
 BX1872_MARKER: DD = SURVEY DISK
 BX1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1872_STAMPING: 43V5 1969
 BX1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1872+STABILITY: SURFACE MOTION
 BX1872
 BX1872  HISTORY     - Date     Condition        Report By
 BX1872  HISTORY     - 1969     MONUMENTED       LADH
 BX1872  HISTORY     - 1970     GOOD             LADTD
 BX1872  HISTORY     - 20010331 GOOD             NGS
 BX1872  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1872
 BX1872                          STATION DESCRIPTION
 BX1872
 BX1872'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1872'7.30 MI NE FROM MANY.
 BX1872'ABOUT 7.30 MILES NORTHEAST ALONG LOUSIANA HIGHWAY 6 FROM THE MANY POST
 BX1872'OFFICE.  0.95 MILES NORTHEAST OF B.M. 43V4.  4.20 MILES SOUTHWEST OF
 BX1872'SABINE AND NATCHITOCHES PARISH LINE.  82 FEET SOUTH SOUTHEAST OF THE
 BX1872'CENTERLINE OF LOUISIANA HIGHWAY 6.  19 FEET NORTHEAST OF AN IRON ROD
 BX1872'PROJECTING 1 FOOT ABOVE THE GROUND.  21 FEET NORTHEAST OF A 12 INCH
 BX1872'RED OAK TREE WITH A PAINTED X MARKED ON IT. 18 FEET EAST OF A 13 INCH
 BX1872'POST OAK TREE WITH A PAINTED X MARKED ON IT. 29 FEET NORTHEAST OF A
 BX1872'COMBINATION MESH AND BARBED WIRE FENCE. DISK IN TOP OF A CONCRETE POST
 BX1872'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1872'NORTH OF THE MARK.  SECTION 3, T 7N, R 10W.
 BX1872
 BX1872                          STATION RECOVERY (2001)
 BX1872
 BX1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1872'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1872
 BX1872                          STATION RECOVERY (2001)
 BX1872
 BX1872'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3153 ***********************************************************************
 BX3153  DESIGNATION -  43 V 50
 BX3153  PID         -  BX3153
 BX3153  STATE/COUNTY-  LA/SABINE
 BX3153  USGS QUAD   -  FLORIEN (1997)
 BX3153
 BX3153                         *CURRENT SURVEY CONTROL
 BX3153  ___________________________________________________________________
 BX3153* NAD 83(1986)-  31 26 52.     (N)    093 27 25.     (W)     SCALED    
 BX3153* NAVD 88     -        77.119  (meters)     253.01   (feet)  ADJUSTED  
 BX3153  ___________________________________________________________________
 BX3153  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BX3153  DYNAMIC HT  -          77.023 (meters)     252.70  (feet)  COMP
 BX3153  MODELED GRAV-     979,400.0   (mgal)                       NAVD 88
 BX3153
 BX3153  VERT ORDER  -  SECOND    CLASS I
 BX3153
 BX3153.The horizontal coordinates were scaled from a topographic map and have
 BX3153.an estimated accuracy of +/- 6 seconds.
 BX3153
 BX3153.The orthometric height was determined by differential leveling
 BX3153.and adjusted by the National Geodetic Survey in February 1994..
 BX3153
 BX3153.The geoid height was determined by GEOID03.
 BX3153
 BX3153.The dynamic height is computed by dividing the NAVD 88
 BX3153.geopotential number by the normal gravity value computed on the
 BX3153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3153.degrees latitude (g = 980.6199 gals.).
 BX3153
 BX3153.The modeled gravity was interpolated from observed gravity values.
 BX3153
 BX3153;                    North         East    Units  Estimated Accuracy
 BX3153;SPC LA N     -   105,490.      909,040.      MT  (+/- 180 meters Scaled)
 BX3153
 BX3153                          SUPERSEDED SURVEY CONTROL
 BX3153
 BX3153.No superseded survey control is available for this station.
 BX3153
 BX3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ565793(NAD 83)
 BX3153_MARKER: DD = SURVEY DISK
 BX3153_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BX3153_SP_SET: BRIDGE ABUTMENT
 BX3153_STAMPING: 43V50 1987
 BX3153_MARK LOGO: LADTD 
 BX3153_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3153+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3153
 BX3153  HISTORY     - Date     Condition        Report By
 BX3153  HISTORY     - 1987     MONUMENTED       LADTD
 BX3153  HISTORY     - 20010331 GOOD             NGS
 BX3153
 BX3153                          STATION DESCRIPTION
 BX3153
 BX3153'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3153'THE STATION IS LOCATED ABOUT 38.8 KM (24.1 MI) NORTH OF LEESVILLE AND
 BX3153'ABOUT 14.65 KM (9.10 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3153'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3153'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 14.65
 BX3153'KM (9.10 MI) TO THE STATION ON THE RIGHT SET IN THE SOUTHWEST
 BX3153'ABUTMENT OF A BRIDGE.
 BX3153'THE STATION IS 13.1 M (43.0 FT) NORTHEAST FROM POWER POLE NUMBER 223,
 BX3153'6.6 M (21.7 FT) NORTH FROM A TELEPHONE JUNCTION BOX, 4.7 M (15.4 FT)
 BX3153'WEST-SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 0.91 M (2.99 FT)
 BX3153'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BRIDGE AND 0.37 M
 BX3153'(1.21 FT) NORTHWEST FROM A WITNESS POST.  THE STATION IS ABOUT LEVEL
 BX3153'WITH THE HIGHWAY.
 BX3153
 BX3153                          STATION RECOVERY (2001)
 BX3153
 BX3153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3153'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3154 ***********************************************************************
 BX3154  DESIGNATION -  43 V 51
 BX3154  PID         -  BX3154
 BX3154  STATE/COUNTY-  LA/SABINE
 BX3154  USGS QUAD   -  FLORIEN (1997)
 BX3154
 BX3154                         *CURRENT SURVEY CONTROL
 BX3154  ___________________________________________________________________
 BX3154* NAD 83(1986)-  31 25 59.     (N)    093 27 23.     (W)     SCALED    
 BX3154* NAVD 88     -        71.623  (meters)     234.98   (feet)  ADJUSTED  
 BX3154  ___________________________________________________________________
 BX3154  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX3154  DYNAMIC HT  -          71.533 (meters)     234.69  (feet)  COMP
 BX3154  MODELED GRAV-     979,397.1   (mgal)                       NAVD 88
 BX3154
 BX3154  VERT ORDER  -  SECOND    CLASS I
 BX3154
 BX3154.The horizontal coordinates were scaled from a topographic map and have
 BX3154.an estimated accuracy of +/- 6 seconds.
 BX3154
 BX3154.The orthometric height was determined by differential leveling
 BX3154.and adjusted by the National Geodetic Survey in February 1994..
 BX3154
 BX3154.The geoid height was determined by GEOID03.
 BX3154
 BX3154.The dynamic height is computed by dividing the NAVD 88
 BX3154.geopotential number by the normal gravity value computed on the
 BX3154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3154.degrees latitude (g = 980.6199 gals.).
 BX3154
 BX3154.The modeled gravity was interpolated from observed gravity values.
 BX3154
 BX3154;                    North         East    Units  Estimated Accuracy
 BX3154;SPC LA N     -   103,850.      909,080.      MT  (+/- 180 meters Scaled)
 BX3154
 BX3154                          SUPERSEDED SURVEY CONTROL
 BX3154
 BX3154.No superseded survey control is available for this station.
 BX3154
 BX3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ566776(NAD 83)
 BX3154_MARKER: DD = SURVEY DISK
 BX3154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3154_SP_SET: HEADWALL
 BX3154_STAMPING: 43V51 1987
 BX3154_MARK LOGO: LADTD 
 BX3154_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3154+STABILITY: SURFACE MOTION
 BX3154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3154+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3154
 BX3154  HISTORY     - Date     Condition        Report By
 BX3154  HISTORY     - 1987     MONUMENTED       LADTD
 BX3154  HISTORY     - 20010331 GOOD             NGS
 BX3154
 BX3154                          STATION DESCRIPTION
 BX3154
 BX3154'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3154'THE STATION IS LOCATED ABOUT 37.3 KM (23.2 MI) NORTH OF LEESVILLE AND
 BX3154'ABOUT 16.1 KM (10.0 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3154'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3154'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 16.1
 BX3154'KM (10.0 MI) TO THE STATION ON THE RIGHT.
 BX3154'THE STATION IS 17.0 M (55.8 FT) SOUTHEAST FROM AN OAK TREE, 11.3 M
 BX3154'(37.1 FT) WEST FROM THE CENTER OF THE HIGHWAY, 10.4 M (34.1 FT)
 BX3154'NORTH-NORTHWEST FROM THE SOUTH END OF THE HEADWALL AND 0.31 M
 BX3154'(1.02 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.  THE STATION IS ABOUT
 BX3154'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BX3154
 BX3154                          STATION RECOVERY (2001)
 BX3154
 BX3154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3154'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3155 ***********************************************************************
 BX3155  DESIGNATION -  43 V 52
 BX3155  PID         -  BX3155
 BX3155  STATE/COUNTY-  LA/SABINE
 BX3155  USGS QUAD   -  FLORIEN (1997)
 BX3155
 BX3155                         *CURRENT SURVEY CONTROL
 BX3155  ___________________________________________________________________
 BX3155* NAD 83(1986)-  31 24 48.     (N)    093 27 05.     (W)     SCALED    
 BX3155* NAVD 88     -        74.204  (meters)     243.45   (feet)  ADJUSTED  
 BX3155  ___________________________________________________________________
 BX3155  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX3155  DYNAMIC HT  -          74.112 (meters)     243.15  (feet)  COMP
 BX3155  MODELED GRAV-     979,393.3   (mgal)                       NAVD 88
 BX3155
 BX3155  VERT ORDER  -  SECOND    CLASS I
 BX3155
 BX3155.The horizontal coordinates were scaled from a topographic map and have
 BX3155.an estimated accuracy of +/- 6 seconds.
 BX3155
 BX3155.The orthometric height was determined by differential leveling
 BX3155.and adjusted by the National Geodetic Survey in February 1994..
 BX3155
 BX3155.The geoid height was determined by GEOID03.
 BX3155
 BX3155.The dynamic height is computed by dividing the NAVD 88
 BX3155.geopotential number by the normal gravity value computed on the
 BX3155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3155.degrees latitude (g = 980.6199 gals.).
 BX3155
 BX3155.The modeled gravity was interpolated from observed gravity values.
 BX3155
 BX3155;                    North         East    Units  Estimated Accuracy
 BX3155;SPC LA N     -   101,660.      909,540.      MT  (+/- 180 meters Scaled)
 BX3155
 BX3155                          SUPERSEDED SURVEY CONTROL
 BX3155
 BX3155.No superseded survey control is available for this station.
 BX3155
 BX3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ570754(NAD 83)
 BX3155_MARKER: DD = SURVEY DISK
 BX3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3155_SP_SET: CONCRETE POST
 BX3155_STAMPING: 43V52 1987
 BX3155_MARK LOGO: LADTD 
 BX3155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3155+STABILITY: SURFACE MOTION
 BX3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3155+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3155
 BX3155  HISTORY     - Date     Condition        Report By
 BX3155  HISTORY     - 1987     MONUMENTED       LADTD
 BX3155  HISTORY     - 20010331 GOOD             NGS
 BX3155
 BX3155                          STATION DESCRIPTION
 BX3155
 BX3155'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3155'THE STATION IS LOCATED ABOUT 35.1 KM (21.8 MI) NORTH OF LEESVILLE AND
 BX3155'ABOUT 18.3 KM (11.4 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3155'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3155'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 18.3
 BX3155'KM (11.4 MI) TO THE STATION ON THE RIGHT SET NEAR A LARGE SIGN AT A
 BX3155'WOOD YARD,  23.1 M (75.8 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 BX3155'HIGHWAY, 8.8 M (28.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 BX3155'GRAVEL ROAD LEADING TO THE WOOD YARD, 1.8 M (5.9 FT) NORTH-NORTHEAST
 BX3155'FROM THE EAST POST OF THE SIGN AND 0.31 M (1.02 FT) SOUTHWEST FROM A
 BX3155'WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL
 BX3155'WITH THE HIGHWAY.
 BX3155
 BX3155                          STATION RECOVERY (2001)
 BX3155
 BX3155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3155'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3156 ***********************************************************************
 BX3156  DESIGNATION -  43 V 53
 BX3156  PID         -  BX3156
 BX3156  STATE/COUNTY-  LA/SABINE
 BX3156  USGS QUAD   -  FLORIEN (1997)
 BX3156
 BX3156                         *CURRENT SURVEY CONTROL
 BX3156  ___________________________________________________________________
 BX3156* NAD 83(1986)-  31 24 12.     (N)    093 26 41.     (W)     SCALED    
 BX3156* NAVD 88     -        70.326  (meters)     230.73   (feet)  ADJUSTED  
 BX3156  ___________________________________________________________________
 BX3156  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BX3156  DYNAMIC HT  -          70.239 (meters)     230.44  (feet)  COMP
 BX3156  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 BX3156
 BX3156  VERT ORDER  -  SECOND    CLASS I
 BX3156
 BX3156.The horizontal coordinates were scaled from a topographic map and have
 BX3156.an estimated accuracy of +/- 6 seconds.
 BX3156
 BX3156.The orthometric height was determined by differential leveling
 BX3156.and adjusted by the National Geodetic Survey in February 1994..
 BX3156
 BX3156.The geoid height was determined by GEOID03.
 BX3156
 BX3156.The dynamic height is computed by dividing the NAVD 88
 BX3156.geopotential number by the normal gravity value computed on the
 BX3156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3156.degrees latitude (g = 980.6199 gals.).
 BX3156
 BX3156.The modeled gravity was interpolated from observed gravity values.
 BX3156
 BX3156;                    North         East    Units  Estimated Accuracy
 BX3156;SPC LA N     -   100,550.      910,160.      MT  (+/- 180 meters Scaled)
 BX3156
 BX3156                          SUPERSEDED SURVEY CONTROL
 BX3156
 BX3156.No superseded survey control is available for this station.
 BX3156
 BX3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ577743(NAD 83)
 BX3156_MARKER: DD = SURVEY DISK
 BX3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3156_SP_SET: CONCRETE POST
 BX3156_STAMPING: 43V53 1987
 BX3156_MARK LOGO: LADTD 
 BX3156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3156+STABILITY: SURFACE MOTION
 BX3156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3156+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3156
 BX3156  HISTORY     - Date     Condition        Report By
 BX3156  HISTORY     - 1987     MONUMENTED       LADTD
 BX3156  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3156
 BX3156                          STATION DESCRIPTION
 BX3156
 BX3156'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3156'THE STATION IS LOCATED ABOUT 33.7 KM (20.9 MI) NORTH OF LEESVILLE AND
 BX3156'ABOUT 19.7 KM (12.2 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3156'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3156'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 19.7
 BX3156'KM (12.2 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT.
 BX3156'THE STATION IS 29.9 M (98.1 FT) NORTHWEST FROM TELEPHONE JUNCTION BOX
 BX3156'NUMBER 32, 11.6 M (38.1 FT) NORTHWEST FROM THE CENTER OF A GRAVEL
 BX3156'ROAD, 12.8 M (42.0 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY AND
 BX3156'0.31 M (1.02 FT) NORTHEAST FROM A WITNESS POST.  THE STATION IS
 BX3156'RECESSED 5.1 CM (2 INCHES) AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3156
 BX3156                          STATION RECOVERY (2001)
 BX3156
 BX3156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3156'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3158 ***********************************************************************
 BX3158  DESIGNATION -  43 V 54
 BX3158  PID         -  BX3158
 BX3158  STATE/COUNTY-  LA/SABINE
 BX3158  USGS QUAD   -  HORNBECK (1994)
 BX3158
 BX3158                         *CURRENT SURVEY CONTROL
 BX3158  ___________________________________________________________________
 BX3158* NAD 83(1986)-  31 22 30.     (N)    093 25 45.     (W)     SCALED    
 BX3158* NAVD 88     -        83.048  (meters)     272.47   (feet)  ADJUSTED  
 BX3158  ___________________________________________________________________
 BX3158  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX3158  DYNAMIC HT  -          82.944 (meters)     272.13  (feet)  COMP
 BX3158  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 BX3158
 BX3158  VERT ORDER  -  SECOND    CLASS I
 BX3158
 BX3158.The horizontal coordinates were scaled from a topographic map and have
 BX3158.an estimated accuracy of +/- 6 seconds.
 BX3158
 BX3158.The orthometric height was determined by differential leveling
 BX3158.and adjusted by the National Geodetic Survey in February 1994..
 BX3158
 BX3158.The geoid height was determined by GEOID03.
 BX3158
 BX3158.The dynamic height is computed by dividing the NAVD 88
 BX3158.geopotential number by the normal gravity value computed on the
 BX3158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3158.degrees latitude (g = 980.6199 gals.).
 BX3158
 BX3158.The modeled gravity was interpolated from observed gravity values.
 BX3158
 BX3158;                    North         East    Units  Estimated Accuracy
 BX3158;SPC LA N     -    97,400.      911,610.      MT  (+/- 180 meters Scaled)
 BX3158
 BX3158                          SUPERSEDED SURVEY CONTROL
 BX3158
 BX3158.No superseded survey control is available for this station.
 BX3158
 BX3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ591712(NAD 83)
 BX3158_MARKER: DD = SURVEY DISK
 BX3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3158_SP_SET: CONCRETE POST
 BX3158_STAMPING: 43V54 1987
 BX3158_MARK LOGO: LADTD 
 BX3158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3158+STABILITY: SURFACE MOTION
 BX3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3158+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3158
 BX3158  HISTORY     - Date     Condition        Report By
 BX3158  HISTORY     - 1987     MONUMENTED       LADTD
 BX3158
 BX3158                          STATION DESCRIPTION
 BX3158
 BX3158'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3158'THE STATION IS LOCATED ABOUT 30.0 KM (18.6 MI) NORTH OF LEESVILLE AND
 BX3158'ABOUT 23.4 KM (14.5 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3158'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3158'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3158'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 23.4
 BX3158'KM (14.5 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT NEAR A FENCE
 BX3158'CORNER JUST NORTH OF HODGES GARDENS.
 BX3158'THE STATION IS 15.2 M (49.9 FT) NORTHEAST FROM THE CENTER OF THE
 BX3158'HIGHWAY, 8.8 M (28.9 FT) EAST FROM POWER POLE NUMBER 60, 0.61 M
 BX3158'(2.00 FT) SOUTH FROM THE FENCE CORNER POST, 0.31 M (1.02 FT)
 BX3158'SOUTHWEST FROM A NET WIRE FENCE AND 0.18 M (0.59 FT) SOUTHWEST FROM A
 BX3158'WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL
 BX3158'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3159 ***********************************************************************
 BX3159  DESIGNATION -  43 V 55
 BX3159  PID         -  BX3159
 BX3159  STATE/COUNTY-  LA/SABINE
 BX3159  USGS QUAD   -  HORNBECK (1994)
 BX3159
 BX3159                         *CURRENT SURVEY CONTROL
 BX3159  ___________________________________________________________________
 BX3159* NAD 83(1986)-  31 21 27.     (N)    093 25 14.     (W)     SCALED    
 BX3159* NAVD 88     -        72.014  (meters)     236.27   (feet)  ADJUSTED  
 BX3159  ___________________________________________________________________
 BX3159  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX3159  DYNAMIC HT  -          71.923 (meters)     235.97  (feet)  COMP
 BX3159  MODELED GRAV-     979,384.9   (mgal)                       NAVD 88
 BX3159
 BX3159  VERT ORDER  -  SECOND    CLASS I
 BX3159
 BX3159.The horizontal coordinates were scaled from a topographic map and have
 BX3159.an estimated accuracy of +/- 6 seconds.
 BX3159
 BX3159.The orthometric height was determined by differential leveling
 BX3159.and adjusted by the National Geodetic Survey in February 1994..
 BX3159
 BX3159.The geoid height was determined by GEOID03.
 BX3159
 BX3159.The dynamic height is computed by dividing the NAVD 88
 BX3159.geopotential number by the normal gravity value computed on the
 BX3159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3159.degrees latitude (g = 980.6199 gals.).
 BX3159
 BX3159.The modeled gravity was interpolated from observed gravity values.
 BX3159
 BX3159;                    North         East    Units  Estimated Accuracy
 BX3159;SPC LA N     -    95,450.      912,420.      MT  (+/- 180 meters Scaled)
 BX3159
 BX3159                          SUPERSEDED SURVEY CONTROL
 BX3159
 BX3159.No superseded survey control is available for this station.
 BX3159
 BX3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ600692(NAD 83)
 BX3159_MARKER: DD = SURVEY DISK
 BX3159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3159_SP_SET: HEADWALL
 BX3159_STAMPING: 43V55 1987
 BX3159_MARK LOGO: LADTD 
 BX3159_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3159+STABILITY: SURFACE MOTION
 BX3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3159+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2002
 BX3159
 BX3159  HISTORY     - Date     Condition        Report By
 BX3159  HISTORY     - 1987     MONUMENTED       LADTD
 BX3159  HISTORY     - 20020406 GOOD             USPSQD
 BX3159
 BX3159                          STATION DESCRIPTION
 BX3159
 BX3159'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3159'THE STATION IS LOCATED ABOUT 27.8 KM (17.3 MI) NORTH OF LEESVILLE AND
 BX3159'ABOUT 25.6 KM (15.9 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3159'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3159'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3159'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 25.6
 BX3159'KM (15.9 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT.
 BX3159'THE STATION IS 7.7 M (25.3 FT) SOUTHWEST FROM THE CENTER OF THE
 BX3159'HIGHWAY, 1.7 M (5.6 FT) SOUTH-SOUTHEAST FROM THE NORTH END OF THE
 BX3159'HEADWALL AND 0.31 M (1.02 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 BX3159'THE STATION IS ABOUT 0.61 M (2.00 FT) BELOW THE LEVEL OF THE
 BX3159'HIGHWAY.
 BX3159
 BX3159                          STATION RECOVERY (2002)
 BX3159
 BX3159'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BX3159'WITNESS POST NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3161 ***********************************************************************
 BX3161  DESIGNATION -  43 V 56
 BX3161  PID         -  BX3161
 BX3161  STATE/COUNTY-  LA/SABINE
 BX3161  USGS QUAD   -  HORNBECK (1994)
 BX3161
 BX3161                         *CURRENT SURVEY CONTROL
 BX3161  ___________________________________________________________________
 BX3161* NAD 83(1986)-  31 20 08.     (N)    093 24 28.     (W)     SCALED    
 BX3161* NAVD 88     -       104.493  (meters)     342.82   (feet)  ADJUSTED  
 BX3161  ___________________________________________________________________
 BX3161  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX3161  DYNAMIC HT  -         104.362 (meters)     342.39  (feet)  COMP
 BX3161  MODELED GRAV-     979,384.6   (mgal)                       NAVD 88
 BX3161
 BX3161  VERT ORDER  -  SECOND    CLASS I
 BX3161
 BX3161.The horizontal coordinates were scaled from a topographic map and have
 BX3161.an estimated accuracy of +/- 6 seconds.
 BX3161
 BX3161.The orthometric height was determined by differential leveling
 BX3161.and adjusted by the National Geodetic Survey in February 1994..
 BX3161
 BX3161.The geoid height was determined by GEOID03.
 BX3161
 BX3161.The dynamic height is computed by dividing the NAVD 88
 BX3161.geopotential number by the normal gravity value computed on the
 BX3161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3161.degrees latitude (g = 980.6199 gals.).
 BX3161
 BX3161.The modeled gravity was interpolated from observed gravity values.
 BX3161
 BX3161;                    North         East    Units  Estimated Accuracy
 BX3161;SPC LA N     -    93,010.      913,610.      MT  (+/- 180 meters Scaled)
 BX3161
 BX3161                          SUPERSEDED SURVEY CONTROL
 BX3161
 BX3161.No superseded survey control is available for this station.
 BX3161
 BX3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ612668(NAD 83)
 BX3161_MARKER: DD = SURVEY DISK
 BX3161_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3161_SP_SET: HEADWALL
 BX3161_STAMPING: 43V56 1987
 BX3161_MARK LOGO: LADTD 
 BX3161_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3161+STABILITY: SURFACE MOTION
 BX3161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3161+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3161
 BX3161  HISTORY     - Date     Condition        Report By
 BX3161  HISTORY     - 1987     MONUMENTED       LADTD
 BX3161  HISTORY     - 20011125 GOOD             USPSQD
 BX3161
 BX3161                          STATION DESCRIPTION
 BX3161
 BX3161'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3161'THE STATION IS LOCATED ABOUT 28.4 KM (17.6 MI) SOUTH OF MANY AND ABOUT
 BX3161'25.0 KM (15.5 MI) NORTH OF LEESVILLE.  OWNERSHIP--LOUISIANA
 BX3161'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3161'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGWHAY 171 AND STATE
 BX3161'HIGHWAY 8 IN LEESVILLE, GO NORTH FOR 25.0 KM (15.5 MI) ON HIGHWAY 171
 BX3161'TO THE STATION ON THE LEFT SET IN A CONCRETE HEADWALL.
 BX3161'THE STATION IS 12.3 M (40.4 FT) NORTH FROM THE SABINE AND VERNON
 BX3161'PARISH LINE SIGN, 7.9 M (25.9 FT) SOUTHWEST FROM THE CENTER OF THE
 BX3161'HIGHWAY, 2.9 M (9.5 FT) NORTHWEST FROM THE SOUTH END OF THE HEADWALL
 BX3161'AND 0.31 M (1.02 FT) SOUTHEAST FROM A WITNESS POST.  THE STATION IS
 BX3161'ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BX3161
 BX3161                          STATION RECOVERY (2001)
 BX3161
 BX3161'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3157 ***********************************************************************
 BX3157  DESIGNATION -  43 V 57
 BX3157  PID         -  BX3157
 BX3157  STATE/COUNTY-  LA/SABINE
 BX3157  USGS QUAD   -  FLORIEN (1997)
 BX3157
 BX3157                         *CURRENT SURVEY CONTROL
 BX3157  ___________________________________________________________________
 BX3157* NAD 83(1986)-  31 23 26.     (N)    093 26 33.     (W)     SCALED    
 BX3157* NAVD 88     -        61.739  (meters)     202.56   (feet)  ADJUSTED  
 BX3157  ___________________________________________________________________
 BX3157  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX3157  DYNAMIC HT  -          61.661 (meters)     202.30  (feet)  COMP
 BX3157  MODELED GRAV-     979,389.2   (mgal)                       NAVD 88
 BX3157
 BX3157  VERT ORDER  -  SECOND    CLASS I
 BX3157
 BX3157.The horizontal coordinates were scaled from a topographic map and have
 BX3157.an estimated accuracy of +/- 6 seconds.
 BX3157
 BX3157.The orthometric height was determined by differential leveling
 BX3157.and adjusted by the National Geodetic Survey in February 1994..
 BX3157
 BX3157.The geoid height was determined by GEOID03.
 BX3157
 BX3157.The dynamic height is computed by dividing the NAVD 88
 BX3157.geopotential number by the normal gravity value computed on the
 BX3157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3157.degrees latitude (g = 980.6199 gals.).
 BX3157
 BX3157.The modeled gravity was interpolated from observed gravity values.
 BX3157
 BX3157;                    North         East    Units  Estimated Accuracy
 BX3157;SPC LA N     -    99,130.      910,360.      MT  (+/- 180 meters Scaled)
 BX3157
 BX3157                          SUPERSEDED SURVEY CONTROL
 BX3157
 BX3157.No superseded survey control is available for this station.
 BX3157
 BX3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ579729(NAD 83)
 BX3157_MARKER: DD = SURVEY DISK
 BX3157_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BX3157_SP_SET: BRIDGE ABUTMENT
 BX3157_STAMPING: 43V57 1987
 BX3157_MARK LOGO: LADTD 
 BX3157_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3157+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3157
 BX3157  HISTORY     - Date     Condition        Report By
 BX3157  HISTORY     - 1987     MONUMENTED       LADTD
 BX3157
 BX3157                          STATION DESCRIPTION
 BX3157
 BX3157'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3157'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) NORTH OF LEESVILLE AND
 BX3157'ABOUT 21.2 KM (13.2 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3157'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3157'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3157'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 21.2
 BX3157'KM (13.2 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT SET IN THE
 BX3157'NORTHWEST CORNER OF THE BRIDGE.
 BX3157'THE STATION IS 4.4 M (14.4 FT) SOUTHWEST FROM THE CENTER OF THE
 BX3157'HIGHWAY AND 1.5 M (4.9 FT) SOUTHEAST FROM A WITNESS POST.  THE
 BX3157'STATION IS ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3149 ***********************************************************************
 BX3149  DESIGNATION -  43 V 58
 BX3149  PID         -  BX3149
 BX3149  STATE/COUNTY-  LA/SABINE
 BX3149  USGS QUAD   -  MANY (1994)
 BX3149
 BX3149                         *CURRENT SURVEY CONTROL
 BX3149  ___________________________________________________________________
 BX3149* NAD 83(1986)-  31 30 59.     (N)    093 27 37.     (W)     SCALED    
 BX3149* NAVD 88     -       106.401  (meters)     349.08   (feet)  ADJUSTED  
 BX3149  ___________________________________________________________________
 BX3149  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX3149  DYNAMIC HT  -         106.271 (meters)     348.66  (feet)  COMP
 BX3149  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 BX3149
 BX3149  VERT ORDER  -  SECOND    CLASS I
 BX3149
 BX3149.The horizontal coordinates were scaled from a topographic map and have
 BX3149.an estimated accuracy of +/- 6 seconds.
 BX3149
 BX3149.The orthometric height was determined by differential leveling
 BX3149.and adjusted by the National Geodetic Survey in February 1994..
 BX3149
 BX3149.The geoid height was determined by GEOID03.
 BX3149
 BX3149.The dynamic height is computed by dividing the NAVD 88
 BX3149.geopotential number by the normal gravity value computed on the
 BX3149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3149.degrees latitude (g = 980.6199 gals.).
 BX3149
 BX3149.The modeled gravity was interpolated from observed gravity values.
 BX3149
 BX3149;                    North         East    Units  Estimated Accuracy
 BX3149;SPC LA N     -   113,100.      908,790.      MT  (+/- 180 meters Scaled)
 BX3149
 BX3149                          SUPERSEDED SURVEY CONTROL
 BX3149
 BX3149.No superseded survey control is available for this station.
 BX3149
 BX3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ562869(NAD 83)
 BX3149_MARKER: DD = SURVEY DISK
 BX3149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3149_SP_SET: CONCRETE POST
 BX3149_STAMPING: 43V58 1987
 BX3149_MARK LOGO: LADTD 
 BX3149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3149+STABILITY: SURFACE MOTION
 BX3149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3149+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3149
 BX3149  HISTORY     - Date     Condition        Report By
 BX3149  HISTORY     - 1987     MONUMENTED       LADTD
 BX3149  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX3149
 BX3149                          STATION DESCRIPTION
 BX3149
 BX3149'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3149'THE STATION IS LOCATED ABOUT 46.2 KM (28.7 MI) NORTH OF LEESVILLE AND
 BX3149'ABOUT 7.2 KM (4.5 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3149'OF TRANSPORTATION AND DEVELOPMENT.
 BX3149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3149'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 7.2
 BX3149'KM (4.5 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT JUST SOUTH OF
 BX3149'A GRAVEL ROAD LEADING WEST.
 BX3149'THE STATION IS 17.1 M (56.1 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BX3149'11.9 M (39.0 FT) NORTH-NORTHWEST FROM A POWER POLE WITH A TRANSFORMER
 BX3149'ATTACHED, 8.5 M (27.9 FT) SOUTH FROM THE CENTER OF THE GRAVEL ROAD
 BX3149'AND 0.31 M (1.02 FT) EAST FROM A WITNESS POST.  THE STATION IS FLUSH
 BX3149'WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
 BX3149
 BX3149                          STATION RECOVERY (2001)
 BX3149
 BX3149'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX3149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1873 ***********************************************************************
 BX1873  DESIGNATION -  43 V 6 LADH
 BX1873  PID         -  BX1873
 BX1873  STATE/COUNTY-  LA/SABINE
 BX1873  USGS QUAD   -  MARTHAVILLE (1988)
 BX1873
 BX1873                         *CURRENT SURVEY CONTROL
 BX1873  ___________________________________________________________________
 BX1873* NAD 83(1986)-  31 37 50.     (N)    093 22 31.     (W)     SCALED    
 BX1873* NAVD 88     -        89.77   (+/-2cm)     294.5    (feet)  VERTCON   
 BX1873  ___________________________________________________________________
 BX1873  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX1873
 BX1873  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1873
 BX1873.The horizontal coordinates were scaled from a topographic map and have
 BX1873.an estimated accuracy of +/- 6 seconds.
 BX1873
 BX1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1873.The vertical order pertains to the NGVD 29 superseded value.
 BX1873
 BX1873.The geoid height was determined by GEOID03.
 BX1873
 BX1873;                    North         East    Units  Estimated Accuracy
 BX1873;SPC LA N     -   125,690.      916,970.      MT  (+/- 180 meters Scaled)
 BX1873
 BX1873                          SUPERSEDED SURVEY CONTROL
 BX1873
 BX1873  NGVD 29 (??/??/??)   89.838  (m)          294.74   (f) ADJUSTED    2 1
 BX1873
 BX1873.Superseded values are not recommended for survey control.
 BX1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1873.See file dsdata.txt to determine how the superseded data were derived.
 BX1873
 BX1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ644995(NAD 83)
 BX1873_MARKER: DD = SURVEY DISK
 BX1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1873_STAMPING: 43V6 1969
 BX1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1873+STABILITY: SURFACE MOTION
 BX1873
 BX1873  HISTORY     - Date     Condition        Report By
 BX1873  HISTORY     - 1969     MONUMENTED       LADH
 BX1873  HISTORY     - 1970     GOOD             LADTD
 BX1873  HISTORY     - 20010331 POOR             NGS
 BX1873
 BX1873                          STATION DESCRIPTION
 BX1873
 BX1873'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1873'6.20 MI SW FROM ROBELINE.
 BX1873'ABOUT 6.20 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 6 FROM THE ROBELINE
 BX1873'POST OFFICE.  1.1 MILES NORTHEAST OF B.M. 43V5.  113 FEET EAST OF
 BX1873'LOUISIANA HIGHWAY 6.  33 FEET SOUTH OF A LOUISIANA DEPARTMENT OF
 BX1873'HIGHWAYS RIGHT OF WAY MARKER.  50 FEET WEST OF A OLD ABANDON LOUISIANA
 BX1873'HIGHWAY 6.  65 FEET WEST OF THE CORNER OF A BARBED WIRE FENCE ACROSS
 BX1873'OLD ABANDON LOUISIANA HIGHWAY 6.  2 FEET NORTHEAST OF THE END OF A
 BX1873'BARBED WIRE FENCE.  DISK IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 BX1873'ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT WEST OF THE MARK.
 BX1873'SECTION 34, T 7N, R 10W.
 BX1873
 BX1873                          STATION RECOVERY (2001)
 BX1873
 BX1873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1873'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1874 ***********************************************************************
 BX1874  DESIGNATION -  43 V 7 LADH
 BX1874  PID         -  BX1874
 BX1874  STATE/COUNTY-  LA/SABINE
 BX1874  USGS QUAD   -  ROBELINE (1988)
 BX1874
 BX1874                         *CURRENT SURVEY CONTROL
 BX1874  ___________________________________________________________________
 BX1874* NAD 83(1986)-  31 38 29.     (N)    093 21 51.     (W)     SCALED    
 BX1874* NAVD 88     -        85.52   (+/-2cm)     280.6    (feet)  VERTCON   
 BX1874  ___________________________________________________________________
 BX1874  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BX1874
 BX1874  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1874
 BX1874.The horizontal coordinates were scaled from a topographic map and have
 BX1874.an estimated accuracy of +/- 6 seconds.
 BX1874
 BX1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1874.The vertical order pertains to the NGVD 29 superseded value.
 BX1874
 BX1874.The geoid height was determined by GEOID03.
 BX1874
 BX1874;                    North         East    Units  Estimated Accuracy
 BX1874;SPC LA N     -   126,880.      918,030.      MT  (+/- 180 meters Scaled)
 BX1874
 BX1874                          SUPERSEDED SURVEY CONTROL
 BX1874
 BX1874  NGVD 29 (??/??/??)   85.588  (m)          280.80   (f) ADJUSTED    2 1
 BX1874
 BX1874.Superseded values are not recommended for survey control.
 BX1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1874.See file dsdata.txt to determine how the superseded data were derived.
 BX1874
 BX1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR654007(NAD 83)
 BX1874_MARKER: DD = SURVEY DISK
 BX1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1874_STAMPING: 43V7 1969
 BX1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1874+STABILITY: SURFACE MOTION
 BX1874
 BX1874  HISTORY     - Date     Condition        Report By
 BX1874  HISTORY     - 1969     MONUMENTED       LADH
 BX1874  HISTORY     - 1970     GOOD             LADTD
 BX1874  HISTORY     - 20010331 GOOD             NGS
 BX1874  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1874
 BX1874                          STATION DESCRIPTION
 BX1874
 BX1874'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1874'5.35 MI SW FROM ROBELINE.
 BX1874'ABOUT 5.35 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 6 FROM THE ROBELINE
 BX1874'POST OFFICE.  0.85 MILES NORTHEAST OF B.M. 43V6.  2.30 MILES SOUTHWEST
 BX1874'OF SABINE AND NATCHITOCHES PARISH LINE.  72 FEET SOUTHEAST OF THE
 BX1874'CENTERLINE OF LOUISIANA HIGHWAY 6.  28 FEET NORTH NORTHEAST OF A
 BX1874'LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER.  80 FEET
 BX1874'NORTHEAST OF A UNDERGROUND TELEPHONE CABLE WARNING SIGN.  6 FEET
 BX1874'NORTHEAST OF A 14 INCH PINE TREE.  105 FEET SOUTHWEST OF THE CENTER OF
 BX1874'A DRY RAMP AND DIRT ROAD LEADING EAST.  DISK IN TOP OF A CONCRETE POST
 BX1874'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1874'NORTHWEST OF THE MARK.  SECTION 26, T 8N, R 10W.
 BX1874
 BX1874                          STATION RECOVERY (2001)
 BX1874
 BX1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1874'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1874
 BX1874                          STATION RECOVERY (2001)
 BX1874
 BX1874'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1875 ***********************************************************************
 BX1875  DESIGNATION -  43 V 8 LADH
 BX1875  PID         -  BX1875
 BX1875  STATE/COUNTY-  LA/SABINE
 BX1875  USGS QUAD   -  ROBELINE (1988)
 BX1875
 BX1875                         *CURRENT SURVEY CONTROL
 BX1875  ___________________________________________________________________
 BX1875* NAD 83(1986)-  31 39 07.     (N)    093 21 14.     (W)     SCALED    
 BX1875* NAVD 88     -        61.69   (+/-2cm)     202.4    (feet)  VERTCON   
 BX1875  ___________________________________________________________________
 BX1875  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BX1875
 BX1875  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1875
 BX1875.The horizontal coordinates were scaled from a topographic map and have
 BX1875.an estimated accuracy of +/- 6 seconds.
 BX1875
 BX1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1875.The vertical order pertains to the NGVD 29 superseded value.
 BX1875
 BX1875.The geoid height was determined by GEOID03.
 BX1875
 BX1875;                    North         East    Units  Estimated Accuracy
 BX1875;SPC LA N     -   128,040.      919,020.      MT  (+/- 180 meters Scaled)
 BX1875
 BX1875                          SUPERSEDED SURVEY CONTROL
 BX1875
 BX1875  NGVD 29 (??/??/??)   61.759  (m)          202.62   (f) ADJUSTED    2 1
 BX1875
 BX1875.Superseded values are not recommended for survey control.
 BX1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1875.See file dsdata.txt to determine how the superseded data were derived.
 BX1875
 BX1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR664019(NAD 83)
 BX1875_MARKER: DD = SURVEY DISK
 BX1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1875_STAMPING: 43V8 1969
 BX1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1875+STABILITY: SURFACE MOTION
 BX1875
 BX1875  HISTORY     - Date     Condition        Report By
 BX1875  HISTORY     - 1968     MONUMENTED       LADH
 BX1875  HISTORY     - 1970     GOOD             LADTD
 BX1875  HISTORY     - 20010331 GOOD             NGS
 BX1875  HISTORY     - 20010923 GOOD             USPSQD
 BX1875
 BX1875                          STATION DESCRIPTION
 BX1875
 BX1875'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1875'4.30 MI SW FROM ROBELINE.
 BX1875'ABOUT 4.30 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 6 FROM THE ROBELINE
 BX1875'POST OFFICE.  1.05 MILES NORTHEAST OF B.M. 43V7.  60 FEET NORTHWEST OF
 BX1875'THE CENTERLINE OF LOUISIANA HIGHWAY 6.  13 FEET NORTHWEST OF A POWER
 BX1875'POLE.  95 FEET SOUTHWEST OF A LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT
 BX1875'OF WAY MARKER.  1 FOOT SOUTHEAST OF A BARBED WIRE FENCE. DISK IN TOP
 BX1875'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A STEEL WITNESS
 BX1875'POST IS SET 1 FOOT SOUTHEAST OF THE MARK. SECTION 25, T 8N, R 10W.
 BX1875
 BX1875                          STATION RECOVERY (2001)
 BX1875
 BX1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1875'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1875
 BX1875                          STATION RECOVERY (2001)
 BX1875
 BX1875'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2035 ***********************************************************************
 BX2035  DESIGNATION -  43 V 9 LADH
 BX2035  PID         -  BX2035
 BX2035  STATE/COUNTY-  LA/SABINE
 BX2035  USGS QUAD   -  PEASON (1954)
 BX2035
 BX2035                         *CURRENT SURVEY CONTROL
 BX2035  ___________________________________________________________________
 BX2035* NAD 83(1986)-  31 23 43.     (N)    093 15 10.     (W)     SCALED    
 BX2035* NAVD 88     -        92.74   (+/-2cm)     304.3    (feet)  VERTCON   
 BX2035  ___________________________________________________________________
 BX2035  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX2035
 BX2035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2035
 BX2035.The horizontal coordinates were scaled from a topographic map and have
 BX2035.an estimated accuracy of +/- 6 seconds.
 BX2035
 BX2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2035.The vertical order pertains to the NGVD 29 superseded value.
 BX2035
 BX2035.The geoid height was determined by GEOID03.
 BX2035
 BX2035;                    North         East    Units  Estimated Accuracy
 BX2035;SPC LA N     -    99,510.      928,410.      MT  (+/- 180 meters Scaled)
 BX2035
 BX2035                          SUPERSEDED SURVEY CONTROL
 BX2035
 BX2035  NGVD 29 (??/??/??)   92.807  (m)          304.48   (f) ADJUSTED    2 0
 BX2035
 BX2035.Superseded values are not recommended for survey control.
 BX2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2035.See file dsdata.txt to determine how the superseded data were derived.
 BX2035
 BX2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ759734(NAD 83)
 BX2035_MARKER: DD = SURVEY DISK
 BX2035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2035_SP_SET: CONCRETE BLOCK
 BX2035_STAMPING: 43V9 1970
 BX2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2035
 BX2035  HISTORY     - Date     Condition        Report By
 BX2035  HISTORY     - 1970     MONUMENTED       LADH
 BX2035  HISTORY     - 1972     GOOD             LADTD
 BX2035  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2035
 BX2035                          STATION DESCRIPTION
 BX2035
 BX2035'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2035'5.80 MI W FROM KISATCHIE.
 BX2035'LOCATED ABOUT 5.80 MILES WEST ALONG LOUISIANA HIGHWAY 118 FROM THE
 BX2035'POST OFFICE IN KISATCHIE.  1.1 MILES WEST OF B.M. 35V53.  110 FEET
 BX2035'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 118.  100 FEET
 BX2035'SOUTHEAST OF THE CENTER OF A TRACK ROAD LEADING OFF OF LOUISIANA
 BX2035'HIGHWAY 118.  14 FEET EAST OF THE CENTER OF A TRACK ROAD.  41 FEET
 BX2035'NORTH OF A 21 INCH POST OAK TREE.  .1 MILES SOUTHWEST OF A WOOD BRIDGE
 BX2035'AND MILE POST NO. 16.  .95 MILES NORTHWEST OF THE SABINE AND
 BX2035'NATCHITOCHES PARISH LINE.  DISK SET IN THE TOP OF A 10 INCH CONCRETE
 BX2035'BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BX2035'SET 1 FOOT NORTHWEST OF THE MARK.
 BX2035
 BX2035                          STATION RECOVERY (2001)
 BX2035
 BX2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4009 ***********************************************************************
 BJ4009  DESIGNATION -  431
 BJ4009  PID         -  BJ4009
 BJ4009  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4009  USGS QUAD   -  COMITE (1996)
 BJ4009
 BJ4009                         *CURRENT SURVEY CONTROL
 BJ4009  ___________________________________________________________________
 BJ4009* NAD 83(1986)-  30 35 00.     (N)    091 04 25.     (W)     SCALED    
 BJ4009* NAVD 88     -        21.627  (meters)      70.95   (feet)  ADJUSTED  
 BJ4009  ___________________________________________________________________
 BJ4009  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4009  DYNAMIC HT  -          21.599 (meters)      70.86  (feet)  COMP
 BJ4009  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ4009
 BJ4009  VERT ORDER  -  SECOND    CLASS II
 BJ4009
 BJ4009.The horizontal coordinates were scaled from a topographic map and have
 BJ4009.an estimated accuracy of +/- 6 seconds.
 BJ4009
 BJ4009.The orthometric height was determined by differential leveling
 BJ4009.and adjusted by the National Geodetic Survey in February 1994..
 BJ4009
 BJ4009.The geoid height was determined by GEOID03.
 BJ4009
 BJ4009.The dynamic height is computed by dividing the NAVD 88
 BJ4009.geopotential number by the normal gravity value computed on the
 BJ4009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4009.degrees latitude (g = 980.6199 gals.).
 BJ4009
 BJ4009.The modeled gravity was interpolated from observed gravity values.
 BJ4009
 BJ4009;                    North         East    Units  Estimated Accuracy
 BJ4009;SPC LA S     -   230,960.    1,024,910.      MT  (+/- 180 meters Scaled)
 BJ4009
 BJ4009                          SUPERSEDED SURVEY CONTROL
 BJ4009
 BJ4009.No superseded survey control is available for this station.
 BJ4009
 BJ4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP847850(NAD 83)
 BJ4009_MARKER: DB = BENCH MARK DISK
 BJ4009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4009_SP_SET: CONCRETE POST
 BJ4009_STAMPING: 431
 BJ4009_MARK LOGO: LA-033
 BJ4009_PROJECTION: FLUSH
 BJ4009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4009+STABILITY: SURFACE MOTION
 BJ4009
 BJ4009  HISTORY     - Date     Condition        Report By
 BJ4009  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4009  HISTORY     - 1987     GOOD             LA-033
 BJ4009
 BJ4009                          STATION DESCRIPTION
 BJ4009
 BJ4009'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4009'5.2 KM (3.2 MI) WEST FROM BROWNSFIELD.
 BJ4009'FROM THE INTERSECTION OF COMITE DRIVE AND BLACKWATER ROAD ABOUT 5.2
 BJ4009'KM (3.2 MI) EAST OF BROWNSFIELD, GO NORTHEAST AND NORTH ON BLACKWATER
 BJ4009'ROAD FOR 4.91 KM (3.05 MI) TO THE BENCH MARK ON THE LEFT, 1.05 KM
 BJ4009'(0.65 MI) NORTH OF THE INTERSECTION OF CAREY ROAD AND BLACKWATER
 BJ4009'ROAD, 11.6 METERS (38 FT) NORTHEAST OF A 24-INCH TREE, 11.3 METERS
 BJ4009'(37 FT) WEST OF THE CENTERLINE OF BLACKWATER ROAD, 4.3 METERS (14 FT)
 BJ4009'NORTH OF THE CENTER OF A GRAVELED DRIVEWAY LEADING EAST TO A LARGE
 BJ4009'BRICK HOUSE AND 0.61 METERS (2 FT) NORTH OF A POWER POLE.
 BJ4009'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ4009'THE MARK IS 0.61 M BELOW BLACKWATER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3989 ***********************************************************************
 BJ3989  DESIGNATION -  436
 BJ3989  PID         -  BJ3989
 BJ3989  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3989  USGS QUAD   -  WATSON (1980)
 BJ3989
 BJ3989                         *CURRENT SURVEY CONTROL
 BJ3989  ___________________________________________________________________
 BJ3989* NAD 83(1986)-  30 35 21.     (N)    090 59 45.     (W)     SCALED    
 BJ3989* NAVD 88     -        17.852  (meters)      58.57   (feet)  ADJUSTED  
 BJ3989  ___________________________________________________________________
 BJ3989  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3989  DYNAMIC HT  -          17.829 (meters)      58.49  (feet)  COMP
 BJ3989  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BJ3989
 BJ3989  VERT ORDER  -  SECOND    CLASS II
 BJ3989
 BJ3989.The horizontal coordinates were scaled from a topographic map and have
 BJ3989.an estimated accuracy of +/- 6 seconds.
 BJ3989
 BJ3989.The orthometric height was determined by differential leveling
 BJ3989.and adjusted by the National Geodetic Survey in February 1994..
 BJ3989
 BJ3989.The geoid height was determined by GEOID03.
 BJ3989
 BJ3989.The dynamic height is computed by dividing the NAVD 88
 BJ3989.geopotential number by the normal gravity value computed on the
 BJ3989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3989.degrees latitude (g = 980.6199 gals.).
 BJ3989
 BJ3989.The modeled gravity was interpolated from observed gravity values.
 BJ3989
 BJ3989;                    North         East    Units  Estimated Accuracy
 BJ3989;SPC LA S     -   231,620.    1,032,370.      MT  (+/- 180 meters Scaled)
 BJ3989
 BJ3989                          SUPERSEDED SURVEY CONTROL
 BJ3989
 BJ3989.No superseded survey control is available for this station.
 BJ3989
 BJ3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP921857(NAD 83)
 BJ3989_MARKER: DB = BENCH MARK DISK
 BJ3989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3989_SP_SET: CONCRETE POST
 BJ3989_STAMPING: 436
 BJ3989_MARK LOGO: LAGS  
 BJ3989_PROJECTION: FLUSH
 BJ3989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3989+STABILITY: SURFACE MOTION
 BJ3989
 BJ3989  HISTORY     - Date     Condition        Report By
 BJ3989  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3989  HISTORY     - 1987     GOOD             LA-033
 BJ3989  HISTORY     - 20060124 GOOD             AERODA
 BJ3989
 BJ3989                          STATION DESCRIPTION
 BJ3989
 BJ3989'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3989'1 KM (0.6 MI) SOUTH FROM INDIAN MOUND.
 BJ3989'ABOUT 19.8 KM (12.3 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3989'SPRINGS ROAD) FROM THE INTERSECTION OF U.S HIGHWAY 61 (AIRLINE
 BJ3989'HIGHWAY) AND STATE HIGHWAY 37 TO DENHAM ROAD AND THE MARK ON THE
 BJ3989'LEFT, 35 METERS (115 FT) WEST OF THE CENTERLINE OF HIGHWAY 37, 28.6
 BJ3989'METERS (94 FT) SOUTH OF THE CENTERLINE OF DENHAM ROAD, 4.6 METERS (15
 BJ3989'FT) EAST OF A 4-FEET HIGH TELEPHONE JUNCTION BOX AND AT THE NORTHEAST
 BJ3989'EDGE OF TIMBER LINE.
 BJ3989'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3989'THE MARK IS 0.76 M BELOW HIGHWAY.
 BJ3989
 BJ3989                          STATION RECOVERY (2006)
 BJ3989
 BJ3989'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ3989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4016 ***********************************************************************
 BJ4016  DESIGNATION -  438
 BJ4016  PID         -  BJ4016
 BJ4016  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4016  USGS QUAD   -  COMITE (1996)
 BJ4016
 BJ4016                         *CURRENT SURVEY CONTROL
 BJ4016  ___________________________________________________________________
 BJ4016* NAD 83(1986)-  30 35 55.     (N)    091 07 12.     (W)     SCALED    
 BJ4016* NAVD 88     -        22.543  (meters)      73.96   (feet)  ADJUSTED  
 BJ4016  ___________________________________________________________________
 BJ4016  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4016  DYNAMIC HT  -          22.514 (meters)      73.86  (feet)  COMP
 BJ4016  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ4016
 BJ4016  VERT ORDER  -  SECOND    CLASS II
 BJ4016
 BJ4016.The horizontal coordinates were scaled from a topographic map and have
 BJ4016.an estimated accuracy of +/- 6 seconds.
 BJ4016
 BJ4016.The orthometric height was determined by differential leveling
 BJ4016.and adjusted by the National Geodetic Survey in February 1994..
 BJ4016
 BJ4016.The geoid height was determined by GEOID03.
 BJ4016
 BJ4016.The dynamic height is computed by dividing the NAVD 88
 BJ4016.geopotential number by the normal gravity value computed on the
 BJ4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4016.degrees latitude (g = 980.6199 gals.).
 BJ4016
 BJ4016.The modeled gravity was interpolated from observed gravity values.
 BJ4016
 BJ4016;                    North         East    Units  Estimated Accuracy
 BJ4016;SPC LA S     -   232,640.    1,020,460.      MT  (+/- 180 meters Scaled)
 BJ4016
 BJ4016                          SUPERSEDED SURVEY CONTROL
 BJ4016
 BJ4016.No superseded survey control is available for this station.
 BJ4016
 BJ4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP802866(NAD 83)
 BJ4016_MARKER: DB = BENCH MARK DISK
 BJ4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4016_SP_SET: CONCRETE POST
 BJ4016_STAMPING: 438
 BJ4016_MARK LOGO: LA-033
 BJ4016_PROJECTION: FLUSH
 BJ4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4016+STABILITY: SURFACE MOTION
 BJ4016
 BJ4016  HISTORY     - Date     Condition        Report By
 BJ4016  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4016  HISTORY     - 1987     GOOD             LA-033
 BJ4016
 BJ4016                          STATION DESCRIPTION
 BJ4016
 BJ4016'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4016'6 KM (3.75 MI) EAST FROM BAKER.
 BJ4016'ABOUT 0.3 KM (0.15 MI) NORTH ALONG PLANK ROAD (STATE HIGHWAY 67) FROM
 BJ4016'THE INTERSECTION OF PLANK ROAD AND DYER ROAD TO ROLLING ACRES DRIVE
 BJ4016'ON THE LEFT AND THE BENCH MARK ON THE RIGHT, ABOUT 23.5 METERS (77
 BJ4016'FT) EAST ALONG THE PROJECTED CENTERLINE OF ROLLING ACRES DRIVE, 22.7
 BJ4016'METERS (75 FT) SOUTHEAST OF THE CENTERLINE OF PLANK ROAD AND 4 METERS
 BJ4016'(13 FT) NORTHWEST OF A POWER POLE.
 BJ4016'THE MARK IS 3.66 METERS  NW FROM A WITNESS POST.
 BJ4016'THE MARK IS ABOVE LEVEL WITH PLANK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4017 ***********************************************************************
 BJ4017  DESIGNATION -  439
 BJ4017  PID         -  BJ4017
 BJ4017  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4017  USGS QUAD   -  COMITE (1996)
 BJ4017
 BJ4017                         *CURRENT SURVEY CONTROL
 BJ4017  ___________________________________________________________________
 BJ4017* NAD 83(1986)-  30 35 49.     (N)    091 06 24.     (W)     SCALED    
 BJ4017* NAVD 88     -        22.166  (meters)      72.72   (feet)  ADJUSTED  
 BJ4017  ___________________________________________________________________
 BJ4017  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4017  DYNAMIC HT  -          22.137 (meters)      72.63  (feet)  COMP
 BJ4017  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BJ4017
 BJ4017  VERT ORDER  -  SECOND    CLASS II
 BJ4017
 BJ4017.The horizontal coordinates were scaled from a topographic map and have
 BJ4017.an estimated accuracy of +/- 6 seconds.
 BJ4017
 BJ4017.The orthometric height was determined by differential leveling
 BJ4017.and adjusted by the National Geodetic Survey in February 1994..
 BJ4017
 BJ4017.The geoid height was determined by GEOID03.
 BJ4017
 BJ4017.The dynamic height is computed by dividing the NAVD 88
 BJ4017.geopotential number by the normal gravity value computed on the
 BJ4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4017.degrees latitude (g = 980.6199 gals.).
 BJ4017
 BJ4017.The modeled gravity was interpolated from observed gravity values.
 BJ4017
 BJ4017;                    North         East    Units  Estimated Accuracy
 BJ4017;SPC LA S     -   232,460.    1,021,740.      MT  (+/- 180 meters Scaled)
 BJ4017
 BJ4017                          SUPERSEDED SURVEY CONTROL
 BJ4017
 BJ4017.No superseded survey control is available for this station.
 BJ4017
 BJ4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP815864(NAD 83)
 BJ4017_MARKER: DB = BENCH MARK DISK
 BJ4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4017_SP_SET: CONCRETE POST
 BJ4017_STAMPING: 439
 BJ4017_MARK LOGO: LA-033
 BJ4017_PROJECTION: FLUSH
 BJ4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4017+STABILITY: SURFACE MOTION
 BJ4017
 BJ4017  HISTORY     - Date     Condition        Report By
 BJ4017  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4017  HISTORY     - 1987     GOOD             LA-033
 BJ4017
 BJ4017                          STATION DESCRIPTION
 BJ4017
 BJ4017'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4017'6 KM (3.7 MI) EAST FROM BAKER.
 BJ4017'FROM THE INTERSECTION OF PLANK ROAD (STATE HIGHWAY 67) AND DYER ROAD
 BJ4017'AT THE EAST EDGE OF BAKER, GO EAST ON DYER ROAD 1.5 KM (0.95 MI) TO
 BJ4017'THE BENCH MARK AND CHARLTON ROAD ON THE LEFT, 21.6 METERS (71 FT)
 BJ4017'NORTH OF THE CENTERLINE OF DYER ROAD, 16.5 METERS (54 FT) WEST OF THE
 BJ4017'CENTERLINE OF CHARLTON ROAD, ON THE SOUTHEAST SIDE OF A CHAIN LINK
 BJ4017'FENCE, 14.3 METERS (47 FT) SOUTHWEST OF A CORNER FENCE POST AND 10.7
 BJ4017'METERS (35 FT) NORTHEAST OF A CORNER FENCE POST.
 BJ4017'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4017'THE MARK IS ABOVE LEVEL WITH CHARLTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2028 ***********************************************************************
 CQ2028  DESIGNATION -  44 BOLT
 CQ2028  PID         -  CQ2028
 CQ2028  STATE/COUNTY-  LA/BOSSIER
 CQ2028  USGS QUAD   -  EASTWOOD (1975)
 CQ2028
 CQ2028                         *CURRENT SURVEY CONTROL
 CQ2028  ___________________________________________________________________
 CQ2028* NAD 83(1986)-  32 32 00.     (N)    093 35 52.     (W)     SCALED    
 CQ2028* NAVD 88     -        62.182  (meters)     204.01   (feet)  ADJUSTED  
 CQ2028  ___________________________________________________________________
 CQ2028  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2028  DYNAMIC HT  -          62.112 (meters)     203.78  (feet)  COMP
 CQ2028  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CQ2028
 CQ2028  VERT ORDER  -  FIRST     CLASS II
 CQ2028
 CQ2028.The horizontal coordinates were scaled from a topographic map and have
 CQ2028.an estimated accuracy of +/- 6 seconds.
 CQ2028
 CQ2028.The orthometric height was determined by differential leveling
 CQ2028.and adjusted by the National Geodetic Survey in June 1991..
 CQ2028
 CQ2028.The geoid height was determined by GEOID03.
 CQ2028
 CQ2028.The dynamic height is computed by dividing the NAVD 88
 CQ2028.geopotential number by the normal gravity value computed on the
 CQ2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2028.degrees latitude (g = 980.6199 gals.).
 CQ2028
 CQ2028.The modeled gravity was interpolated from observed gravity values.
 CQ2028
 CQ2028;                    North         East    Units  Estimated Accuracy
 CQ2028;SPC LA N     -   225,970.      896,880.      MT  (+/- 180 meters Scaled)
 CQ2028
 CQ2028                          SUPERSEDED SURVEY CONTROL
 CQ2028
 CQ2028  NGVD 29 (??/??/??)   62.245  (m)          204.22   (f) ADJUSTED    1 2
 CQ2028
 CQ2028.Superseded values are not recommended for survey control.
 CQ2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2028.See file dsdata.txt to determine how the superseded data were derived.
 CQ2028
 CQ2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR438997(NAD 83)
 CQ2028_MARKER: B = BOLT
 CQ2028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2028
 CQ2028  HISTORY     - Date     Condition        Report By
 CQ2028  HISTORY     - UNK      MONUMENTED       DOD
 CQ2028  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2028  HISTORY     - 20020511 MARK NOT FOUND   USPS
 CQ2028
 CQ2028                          STATION DESCRIPTION
 CQ2028
 CQ2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2028'IN BODCAU.
 CQ2028'AT BODCAU, ABOUT 375 FEET WEST OF THE YAZOO AND MISSISSIPPI VALLEY
 CQ2028'RAILROAD FLAG STATION SIGN, AT THE WEST END OF THE SIDING, ABOUT 160
 CQ2028'FEET WEST OF THE WEST SWITCH STAND, AT THE CROSSING OF A ROW OF POLES,
 CQ2028'ON BARKSDALE FIELD AIRPORT, 77 FEET SOUTH OF THE SOUTH RAIL, AND 4.5
 CQ2028'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, SURROUNDED BY
 CQ2028'THE LETTERS USBM AND SET IN THE TOP OF A CONCRETE BLOCK ABOUT 3 FEET
 CQ2028'UNDER GROUND, ACCESS TO WHICH IS BAD THROUGH AN IRON PIPE PROJECTING
 CQ2028'ABOUT 1 FOOT ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ2028'STANDARD CAP.
 CQ2028
 CQ2028                          STATION RECOVERY (2002)
 CQ2028
 CQ2028'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ2028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1993 ***********************************************************************
 BJ1993  DESIGNATION -  44 BOLT
 BJ1993  PID         -  BJ1993
 BJ1993  STATE/COUNTY-  LA/IBERIA
 BJ1993  USGS QUAD   -  LONE STAR (1983)
 BJ1993
 BJ1993                         *CURRENT SURVEY CONTROL
 BJ1993  ___________________________________________________________________
 BJ1993* NAD 83(1986)-  30 01 44.     (N)    091 14 27.     (W)     SCALED    
 BJ1993* NAVD 88     -         0.39   (+/-2cm)       1.3    (feet)  VERTCON   
 BJ1993  ___________________________________________________________________
 BJ1993  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BJ1993
 BJ1993  VERT ORDER  -  ? (See Below)
 BJ1993
 BJ1993.The horizontal coordinates were scaled from a topographic map and have
 BJ1993.an estimated accuracy of +/- 6 seconds.
 BJ1993
 BJ1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1993.The vertical order pertains to the NGVD 29 superseded value.
 BJ1993
 BJ1993.The geoid height was determined by GEOID03.
 BJ1993
 BJ1993;                    North         East    Units  Estimated Accuracy
 BJ1993;SPC LA S     -   169,470.    1,008,920.      MT  (+/- 180 meters Scaled)
 BJ1993
 BJ1993                          SUPERSEDED SURVEY CONTROL
 BJ1993
 BJ1993  NGVD 29 (??/??/??)    0.439  (m)            1.44   (f) ADJUSTED    ?  
 BJ1993
 BJ1993.Superseded values are not recommended for survey control.
 BJ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1993.See file dsdata.txt to determine how the superseded data were derived.
 BJ1993
 BJ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP696232(NAD 83)
 BJ1993_MARKER: B = BOLT
 BJ1993_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1993_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1993
 BJ1993  HISTORY     - Date     Condition        Report By
 BJ1993  HISTORY     - UNK      MONUMENTED       DOD
 BJ1993  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ1993
 BJ1993                          STATION DESCRIPTION
 BJ1993
 BJ1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1993'0.25 MI N FROM POSTILLION BAYOU.
 BJ1993'IN IBERIA PARISH, ON THE RIGHT BANK OF CHOPIN CHUTE (BRANCH OF GRAND
 BJ1993'RIVER SYSTEM), ON THE LOWER SIDE OF POSTILLION BAYOU, NEAR THE LINE
 BJ1993'BETWEEN SECS. 15 AND 16, T. 12 S.,R.12E., ABOUT 3/8 MILE ABOVE A HOUSE
 BJ1993'OCCUPIED BY JOE MORALES, ABOUT 1/4 MILE ABOVE A POINT WHERE THE RIVER
 BJ1993'TURNS SHARPLY NORTHEAST TOWARD LAKE NATCHEZ PASS, ABOUT 215 FEET
 BJ1993'NORTHEAST OF THE BANK OF THE BAYOU, ABOUT 180 FEET SOUTHEAST OF THE
 BJ1993'BANK OF CHOPIN CHUTE, 42.3 FEET SOUTHEAST OF A BLAZED 10-INCH
 BJ1993'HACKBERRY TREE, 34.8 FEET NORTHEAST OF A BLAZED 14-INCH ELM TREE, 34.2
 BJ1993'FEET EAST OF A BLAZED 33-INCH PIN OAK TREE, 25 FEET SOUTH OF A BLAZED
 BJ1993'8-INCH BOX-ELDER TREE, 24.6 FEET NORTH OF A BLAZED 8-INCH HACKBERRY
 BJ1993'TREE, 20 FEET NORTHEAST OF A BLAZED 12-INCH ELM TREE, 20 FEET EAST OF
 BJ1993'A BLAZED 10-INCH BOX-ELDER TREE, AND 18.4 FEET WEST OF A BLAZED
 BJ1993'12-INCH ASH TREE.  A COPPER BOLT, SET IN TOP OF A CONCRETESLAB ABOUT 3
 BJ1993'FEET UNDER GROUND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BJ1993'PROJECTING ABOUT 18 INCHES ABOVE GROUND AND BEARING A CORPS OF
 BJ1993'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2027 ***********************************************************************
 CQ2027  DESIGNATION -  44 CAP
 CQ2027  PID         -  CQ2027
 CQ2027  STATE/COUNTY-  LA/BOSSIER
 CQ2027  USGS QUAD   -  EASTWOOD (1975)
 CQ2027
 CQ2027                         *CURRENT SURVEY CONTROL
 CQ2027  ___________________________________________________________________
 CQ2027* NAD 83(1986)-  32 32 00.     (N)    093 35 51.     (W)     SCALED    
 CQ2027* NAVD 88     -        63.421  (meters)     208.07   (feet)  ADJUSTED  
 CQ2027  ___________________________________________________________________
 CQ2027  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2027  DYNAMIC HT  -          63.349 (meters)     207.84  (feet)  COMP
 CQ2027  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CQ2027
 CQ2027  VERT ORDER  -  FIRST     CLASS II
 CQ2027
 CQ2027.The horizontal coordinates were scaled from a topographic map and have
 CQ2027.an estimated accuracy of +/- 6 seconds.
 CQ2027
 CQ2027.The orthometric height was determined by differential leveling
 CQ2027.and adjusted by the National Geodetic Survey in June 1991..
 CQ2027
 CQ2027.The geoid height was determined by GEOID03.
 CQ2027
 CQ2027.The dynamic height is computed by dividing the NAVD 88
 CQ2027.geopotential number by the normal gravity value computed on the
 CQ2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2027.degrees latitude (g = 980.6199 gals.).
 CQ2027
 CQ2027.The modeled gravity was interpolated from observed gravity values.
 CQ2027
 CQ2027;                    North         East    Units  Estimated Accuracy
 CQ2027;SPC LA N     -   225,970.      896,900.      MT  (+/- 180 meters Scaled)
 CQ2027
 CQ2027                          SUPERSEDED SURVEY CONTROL
 CQ2027
 CQ2027  NGVD 29 (??/??/??)   63.484  (m)          208.28   (f) ADJUSTED    1 2
 CQ2027
 CQ2027.Superseded values are not recommended for survey control.
 CQ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2027.See file dsdata.txt to determine how the superseded data were derived.
 CQ2027
 CQ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR438997(NAD 83)
 CQ2027_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ2027_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2027_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2027
 CQ2027  HISTORY     - Date     Condition        Report By
 CQ2027  HISTORY     - UNK      MONUMENTED       DOD
 CQ2027  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2027  HISTORY     - 20020511 MARK NOT FOUND   USPS
 CQ2027
 CQ2027                          STATION DESCRIPTION
 CQ2027
 CQ2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2027'IN BODCAU.
 CQ2027'AT BODCAU, ABOUT 375 FEET WEST OF THE YAZOO AND MISSISSIPPI VALLEY
 CQ2027'RAILROAD FLAG STATION SIGN, AT THE WEST END OF THE SIDING, ABOUT 160
 CQ2027'FEET WEST OF THE WEST SWITCH STAND, AT THE CROSSING OF A ROW OF POLES,
 CQ2027'ON BARKSDALE FIELD AIRPORT, 77 FEET SOUTH OF THE SOUTH RAIL, AND 4.5
 CQ2027'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  AN IRON PIPE PROJECTING ABOUT 1
 CQ2027'FOOT ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ2027'STANDARD CAP.
 CQ2027
 CQ2027                          STATION RECOVERY (2002)
 CQ2027
 CQ2027'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ2027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1182 ***********************************************************************
 BJ1182  DESIGNATION -  44 CAP
 BJ1182  PID         -  BJ1182
 BJ1182  STATE/COUNTY-  LA/IBERIA
 BJ1182  USGS QUAD   -  LONE STAR (1983)
 BJ1182
 BJ1182                         *CURRENT SURVEY CONTROL
 BJ1182  ___________________________________________________________________
 BJ1182* NAD 83(1986)-  30 01 44.     (N)    091 14 27.     (W)     SCALED    
 BJ1182* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 BJ1182  ___________________________________________________________________
 BJ1182  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BJ1182
 BJ1182  VERT ORDER  -  ? (See Below)
 BJ1182
 BJ1182.The horizontal coordinates were scaled from a topographic map and have
 BJ1182.an estimated accuracy of +/- 6 seconds.
 BJ1182
 BJ1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1182.The vertical order pertains to the NGVD 29 superseded value.
 BJ1182
 BJ1182.The geoid height was determined by GEOID03.
 BJ1182
 BJ1182;                    North         East    Units  Estimated Accuracy
 BJ1182;SPC LA S     -   169,470.    1,008,920.      MT  (+/- 180 meters Scaled)
 BJ1182
 BJ1182                          SUPERSEDED SURVEY CONTROL
 BJ1182
 BJ1182  NGVD 29 (??/??/??)    1.655  (m)            5.43   (f) ADJUSTED    ?  
 BJ1182
 BJ1182.Superseded values are not recommended for survey control.
 BJ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1182.See file dsdata.txt to determine how the superseded data were derived.
 BJ1182
 BJ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP696232(NAD 83)
 BJ1182_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1182
 BJ1182  HISTORY     - Date     Condition        Report By
 BJ1182  HISTORY     - UNK      MONUMENTED       DOD
 BJ1182  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ1182  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1182
 BJ1182                          STATION DESCRIPTION
 BJ1182
 BJ1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1182'0.25 MI N FROM POSTILLION BAYOU.
 BJ1182'IN IBERIA PARISH, ON THE RIGHT BANK OF CHOPIN CHUTE (BRANCH OF GRAND
 BJ1182'RIVER SYSTEM), ON THE LOWER SIDE OF POSTILLION BAYOU, NEAR THE LINE
 BJ1182'BETWEEN SECS. 15 AND 16, T.12 S.,R. 12 E., ABOUT 3/8 MILE ABOVE A
 BJ1182'HOUSE OCCUPIED BY JOE MORALES, ABOUT 1/4 MILE ABOVE A POINT WHERE THE
 BJ1182'RIVER TURNS SHARPLY NORTHEAST TOWARD LAKE NATCHEZ PASS, ABOUT 215 FEET
 BJ1182'NORTHEAST OF THE BANK OF THE BAYOU, ABOUT 180 FEET SOUTHEAST OF THE
 BJ1182'BANK OF CHOPIN CHUTE, 42.3 FEET SOUTHEAST OF A BLAZED 10-INCH
 BJ1182'HACKBERRY TREE, 34.8 FEET NORTHEAST OF A BLAZED 14-INCH ELM TREE, 34.2
 BJ1182'FEET EAST OF A BLAZED 33-INCH PIN OAK TREE, 25 FEET SOUTH OF A BLAZED
 BJ1182'8-INCH BOX-ELDER TREE, 24.6 FEET NORTH OF A BLAZED 8-INCH HACKBERRY
 BJ1182'TREE, 20 FEET NORTHEAST OF A BLAZED 12-INCH ELM TREE, 20 FEET EAST OF
 BJ1182'A BLAZED 10-INCH BOX-ELDER TREE, AND 18.4 FEET WEST OF A BLAZED
 BJ1182'12-INCH ASH TREE.  AN IRON PIPE PROJECTING ABOUT 18 INCHES ABOVE
 BJ1182'GROUND AN BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ1182
 BJ1182                          STATION RECOVERY (1976)
 BJ1182
 BJ1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1182'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.  A
 BJ1182'BOAT WAS NOT AVAILABLE.  DESCRIPTION INADEQUATE FOR PLOTTING PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0568 ***********************************************************************
 BW0568  DESIGNATION -  44 DIETZE BOLT
 BW0568  PID         -  BW0568
 BW0568  STATE/COUNTY-  LA/TENSAS
 BW0568  USGS QUAD   -  CHAMBLEE (1994)
 BW0568
 BW0568                         *CURRENT SURVEY CONTROL
 BW0568  ___________________________________________________________________
 BW0568* NAD 83(1986)-  31 51 10.     (N)    091 16 51.     (W)     SCALED    
 BW0568* NAVD 88     -        20.39   (+/-2cm)      66.9    (feet)  VERTCON   
 BW0568  ___________________________________________________________________
 BW0568  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0568
 BW0568  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0568
 BW0568.The horizontal coordinates were scaled from a topographic map and have
 BW0568.an estimated accuracy of +/- 6 seconds.
 BW0568
 BW0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0568.The vertical order pertains to the NGVD 29 superseded value.
 BW0568
 BW0568.The geoid height was determined by GEOID03.
 BW0568
 BW0568;                    North         East    Units  Estimated Accuracy
 BW0568;SPC LA N     -   150,640.    1,115,370.      MT  (+/- 180 meters Scaled)
 BW0568
 BW0568                          SUPERSEDED SURVEY CONTROL
 BW0568
 BW0568  NGVD 29 (??/??/92)   20.402  (m)           66.94   (f) ADJ UNCH    1 2
 BW0568
 BW0568.Superseded values are not recommended for survey control.
 BW0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0568.See file dsdata.txt to determine how the superseded data were derived.
 BW0568
 BW0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR626254(NAD 83)
 BW0568_MARKER: B = BOLT
 BW0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0568_SP_SET: CONCRETE BLOCK
 BW0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0568
 BW0568  HISTORY     - Date     Condition        Report By
 BW0568  HISTORY     - UNK      MONUMENTED       DOD
 BW0568  HISTORY     - 1934     GOOD             DOD
 BW0568  HISTORY     - 1938     GOOD             NGS
 BW0568
 BW0568                          STATION DESCRIPTION
 BW0568
 BW0568'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW0568'7.25 MI SW FROM ST JOSEPH.
 BW0568'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 BW0568'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA.  AT THE UPPER END OF KEMPE
 BW0568'BEND.  IN A CULTIVATED FIELD.  1/2 MILE DOWNSTREAM FROM HARPERS
 BW0568'RESIDENCE ON HARPERS PLANTATION.  156 METERS LANDWARD FROM LEVEE AT A
 BW0568'PROMINENT ANGLE TO LEFT.  90 METERS SOUTHWEST OF THE SOUTHEAST END OF
 BW0568'A WOODEN SLOUGH.  96 METERS SOUTHEAST OF A CABIN.  12.5 METERS SOUTH
 BW0568'OF GATE WHICH CROSSES ROAD RUNNING TO THE NEW LEVEE.  3 METERS
 BW0568'DOWNSTREAM FROM A WIRE FENCE AND HEDGE, WHICH RUNS FROM THE OLD LEVEE
 BW0568'LANDWARD, STARTING AT A POINT 246 METERS DOWNSTREAM FROM A RAMP.  TOP
 BW0568'OF CAP IS ABOUT 24 INCHES ABOVE THE GROUND.
 BW0568
 BW0568                          STATION RECOVERY (1938)
 BW0568
 BW0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BW0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0567 ***********************************************************************
 BW0567  DESIGNATION -  44 DIETZE CAP
 BW0567  PID         -  BW0567
 BW0567  STATE/COUNTY-  LA/TENSAS
 BW0567  USGS QUAD   -  CHAMBLEE (1994)
 BW0567
 BW0567                         *CURRENT SURVEY CONTROL
 BW0567  ___________________________________________________________________
 BW0567* NAD 83(1986)-  31 51 10.     (N)    091 16 51.     (W)     SCALED    
 BW0567* NAVD 88     -        21.62   (+/-2cm)      70.9    (feet)  VERTCON   
 BW0567  ___________________________________________________________________
 BW0567  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0567
 BW0567  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0567
 BW0567.The horizontal coordinates were scaled from a topographic map and have
 BW0567.an estimated accuracy of +/- 6 seconds.
 BW0567
 BW0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0567.The vertical order pertains to the NGVD 29 superseded value.
 BW0567
 BW0567.The geoid height was determined by GEOID03.
 BW0567
 BW0567;                    North         East    Units  Estimated Accuracy
 BW0567;SPC LA N     -   150,640.    1,115,370.      MT  (+/- 180 meters Scaled)
 BW0567
 BW0567                          SUPERSEDED SURVEY CONTROL
 BW0567
 BW0567  NGVD 29 (??/??/92)   21.634  (m)           70.98   (f) ADJ UNCH    1 2
 BW0567
 BW0567.Superseded values are not recommended for survey control.
 BW0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0567.See file dsdata.txt to determine how the superseded data were derived.
 BW0567
 BW0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR626254(NAD 83)
 BW0567_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0567_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0567
 BW0567  HISTORY     - Date     Condition        Report By
 BW0567  HISTORY     - UNK      MONUMENTED       DOD
 BW0567  HISTORY     - 1934     GOOD             DOD
 BW0567  HISTORY     - 1938     GOOD             NGS
 BW0567
 BW0567                          STATION DESCRIPTION
 BW0567
 BW0567'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW0567'7.25 MI SW FROM ST JOSEPH.
 BW0567'P.B.M. IS A CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 BW0567'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA.  AT THE UPPER END OF KEMPE
 BW0567'BEND.  IN A CULTIVATED FIELD.  1/2 MILE DOWNSTREAM FROM HARPERS
 BW0567'RESIDENCE ON HARPERS PLANTATION.  156 METERS LANDWARD FROM LEVEE AT A
 BW0567'PROMINENT ANGLE TO LEFT.  90 METERS SOUTHWEST OF THE SOUTHEAST END OF
 BW0567'A WOODED SLOUGH.  96 METERS SOUTHEAST OF A CABIN.  12.5 METERS SOUTH
 BW0567'OF GATE WHICH CROSSES ROAD RUNNING TO THE NEW LEVEE.  3 METERS
 BW0567'DOWNSTREAM FROM A WIRE FENCE AND HEDGE, WHICH RUNS FROM THE OLD LEVEE
 BW0567'LANDWARD, STARTING AT A POINT 246 METERS DOWNSTREAM FROM A RAMP.  TOP
 BW0567'OF CAP IS ABOUT 24 INCHES ABOUT THE GROUND.
 BW0567
 BW0567                          STATION RECOVERY (1938)
 BW0567
 BW0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BW0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0295 ***********************************************************************
 BJ0295  DESIGNATION -  44 EABPL
 BJ0295  PID         -  BJ0295
 BJ0295  STATE/COUNTY-  LA/IBERVILLE
 BJ0295  USGS QUAD   -  GROSSE TETE SW (1992)
 BJ0295
 BJ0295                         *CURRENT SURVEY CONTROL
 BJ0295  ___________________________________________________________________
 BJ0295* NAD 83(1986)-  30 16 08.     (N)    091 28 03.     (W)     SCALED    
 BJ0295* NAVD 88     -         6.083  (meters)      19.96   (feet)  ADJUSTED  
 BJ0295  ___________________________________________________________________
 BJ0295  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0295  DYNAMIC HT  -           6.075 (meters)      19.93  (feet)  COMP
 BJ0295  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BJ0295
 BJ0295  VERT ORDER  -  FIRST     CLASS I
 BJ0295
 BJ0295.The horizontal coordinates were scaled from a topographic map and have
 BJ0295.an estimated accuracy of +/- 6 seconds.
 BJ0295
 BJ0295.The orthometric height was determined by differential leveling
 BJ0295.and adjusted by the National Geodetic Survey in February 1994..
 BJ0295
 BJ0295.The geoid height was determined by GEOID03.
 BJ0295
 BJ0295.The dynamic height is computed by dividing the NAVD 88
 BJ0295.geopotential number by the normal gravity value computed on the
 BJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0295.degrees latitude (g = 980.6199 gals.).
 BJ0295
 BJ0295.The modeled gravity was interpolated from observed gravity values.
 BJ0295
 BJ0295;                    North         East    Units  Estimated Accuracy
 BJ0295;SPC LA S     -   196,080.      987,090.      MT  (+/- 180 meters Scaled)
 BJ0295
 BJ0295                          SUPERSEDED SURVEY CONTROL
 BJ0295
 BJ0295  NGVD 29 (??/??/??)    6.108  (m)           20.04   (f) ADJUSTED    1 1
 BJ0295
 BJ0295.Superseded values are not recommended for survey control.
 BJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0295.See file dsdata.txt to determine how the superseded data were derived.
 BJ0295
 BJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP474495(NAD 83)
 BJ0295_MARKER: DD = SURVEY DISK
 BJ0295_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0295_SP_SET: 114 FT IRON PIPE
 BJ0295_STAMPING: PBM 44 EABPL 1976 USE
 BJ0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0295
 BJ0295  HISTORY     - Date     Condition        Report By
 BJ0295  HISTORY     - 1976     MONUMENTED       USE
 BJ0295  HISTORY     - 1976     GOOD             NGS
 BJ0295
 BJ0295                          STATION DESCRIPTION
 BJ0295
 BJ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0295'10.9 MI SOUTH FROM RAMAH.
 BJ0295'10.9 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0295'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, 0.2 MILE
 BJ0295'SOUTHEAST OF THE JUNCTION OF A ROAD LEADING WEST, AT THE JUNCTION OF
 BJ0295'A DIM ROAD LEADING NORTHEAST, 18 FT SOUTHWEST OF THE CENTER LINE OF
 BJ0295'THE ROAD, 35 FT NORTHWEST OF THE EXTENDED CENTER LINE OF THE DIM ROAD,
 BJ0295'A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 114 FT ENCASED
 BJ0295'IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 93 FT WITH A 3-INCH SCREW
 BJ0295'CAP FOR ACCESS. THE SCREW CAP PROJECTS 20-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4018 ***********************************************************************
 BJ4018  DESIGNATION -  440
 BJ4018  PID         -  BJ4018
 BJ4018  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4018  USGS QUAD   -  COMITE (1996)
 BJ4018
 BJ4018                         *CURRENT SURVEY CONTROL
 BJ4018  ___________________________________________________________________
 BJ4018* NAD 83(1986)-  30 35 46.     (N)    091 05 44.     (W)     SCALED    
 BJ4018* NAVD 88     -        21.736  (meters)      71.31   (feet)  ADJUSTED  
 BJ4018  ___________________________________________________________________
 BJ4018  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4018  DYNAMIC HT  -          21.708 (meters)      71.22  (feet)  COMP
 BJ4018  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BJ4018
 BJ4018  VERT ORDER  -  SECOND    CLASS II
 BJ4018
 BJ4018.The horizontal coordinates were scaled from a topographic map and have
 BJ4018.an estimated accuracy of +/- 6 seconds.
 BJ4018
 BJ4018.The orthometric height was determined by differential leveling
 BJ4018.and adjusted by the National Geodetic Survey in February 1994..
 BJ4018
 BJ4018.The geoid height was determined by GEOID03.
 BJ4018
 BJ4018.The dynamic height is computed by dividing the NAVD 88
 BJ4018.geopotential number by the normal gravity value computed on the
 BJ4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4018.degrees latitude (g = 980.6199 gals.).
 BJ4018
 BJ4018.The modeled gravity was interpolated from observed gravity values.
 BJ4018
 BJ4018;                    North         East    Units  Estimated Accuracy
 BJ4018;SPC LA S     -   232,370.    1,022,800.      MT  (+/- 180 meters Scaled)
 BJ4018
 BJ4018                          SUPERSEDED SURVEY CONTROL
 BJ4018
 BJ4018.No superseded survey control is available for this station.
 BJ4018
 BJ4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP825863(NAD 83)
 BJ4018_MARKER: DB = BENCH MARK DISK
 BJ4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4018_SP_SET: CONCRETE POST
 BJ4018_STAMPING: 440
 BJ4018_MARK LOGO: LA-033
 BJ4018_PROJECTION: FLUSH
 BJ4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4018+STABILITY: SURFACE MOTION
 BJ4018
 BJ4018  HISTORY     - Date     Condition        Report By
 BJ4018  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4018  HISTORY     - 1987     GOOD             LA-033
 BJ4018
 BJ4018                          STATION DESCRIPTION
 BJ4018
 BJ4018'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4018'6.4 KM (4.0 MI) EAST FROM BAKER.
 BJ4018'FROM THE INTERSECTION OF BLACKWATER ROAD AND DYER ROAD ABOUT 8.8 KM
 BJ4018'(5.5 MI) EAST OF BAKER, GO WEST ON DYER ROAD 2.25 KM (1.4 MI) TO THE
 BJ4018'MARK ON THE LEFT, 0.2 KM (0.1 MI) WEST OF THE COMITE RIVER BRIDGE,
 BJ4018'11.9 METERS (39 FT) SOUTH OF THE CENTERLINE OF DYER ROAD, 4.3 METERS
 BJ4018'(14 FT) WEST OF THE CENTER OF A METAL GATE AT DRIVEWAY INTO A
 BJ4018'PASTURE, 5.5 METERS (18 FT) EAST OF A 10-INCH TREE, AND 0.6 METERS (2
 BJ4018'FT) NORTH OF A FENCE.
 BJ4018'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ4018'THE MARK IS 0.61 M BELOW DYER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4087 ***********************************************************************
 BJ4087  DESIGNATION -  441
 BJ4087  PID         -  BJ4087
 BJ4087  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4087  USGS QUAD   -  COMITE (1996)
 BJ4087
 BJ4087                         *CURRENT SURVEY CONTROL
 BJ4087  ___________________________________________________________________
 BJ4087* NAD 83(1986)-  30 36 03.     (N)    091 03 48.     (W)     SCALED    
 BJ4087* NAVD 88     -        23.055  (meters)      75.64   (feet)  ADJUSTED  
 BJ4087  ___________________________________________________________________
 BJ4087  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4087  DYNAMIC HT  -          23.025 (meters)      75.54  (feet)  COMP
 BJ4087  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ4087
 BJ4087  VERT ORDER  -  SECOND    CLASS II
 BJ4087
 BJ4087.The horizontal coordinates were scaled from a topographic map and have
 BJ4087.an estimated accuracy of +/- 6 seconds.
 BJ4087
 BJ4087.The orthometric height was determined by differential leveling
 BJ4087.and adjusted by the National Geodetic Survey in February 1994..
 BJ4087
 BJ4087.The geoid height was determined by GEOID03.
 BJ4087
 BJ4087.The dynamic height is computed by dividing the NAVD 88
 BJ4087.geopotential number by the normal gravity value computed on the
 BJ4087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4087.degrees latitude (g = 980.6199 gals.).
 BJ4087
 BJ4087.The modeled gravity was interpolated from observed gravity values.
 BJ4087
 BJ4087;                    North         East    Units  Estimated Accuracy
 BJ4087;SPC LA S     -   232,900.    1,025,890.      MT  (+/- 180 meters Scaled)
 BJ4087
 BJ4087                          SUPERSEDED SURVEY CONTROL
 BJ4087
 BJ4087.No superseded survey control is available for this station.
 BJ4087
 BJ4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP856869(NAD 83)
 BJ4087_MARKER: DB = BENCH MARK DISK
 BJ4087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4087_SP_SET: CONCRETE POST
 BJ4087_STAMPING: 441
 BJ4087_MARK LOGO: LA-033
 BJ4087_PROJECTION: FLUSH
 BJ4087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4087+STABILITY: SURFACE MOTION
 BJ4087
 BJ4087  HISTORY     - Date     Condition        Report By
 BJ4087  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4087  HISTORY     - 1987     GOOD             LA-033
 BJ4087
 BJ4087                          STATION DESCRIPTION
 BJ4087
 BJ4087'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4087'8.8 KM (5.5 MI) EAST FROM BAKER.
 BJ4087'ABOUT 0.6 KM (0.4 MI) EAST ALONG MCCULLOUGH ROAD FROM THE INTER-
 BJ4087'SECTION OF MCCULLOUGH AND BLACKWATER ROAD ABOUT 8.2 KM (5.1 MI) EAST
 BJ4087'OF BAKER TO THE MARK ON THE LEFT, 26.8 METERS (88 FT) NORTHWEST OF
 BJ4087'THE CENTER OF A GRAVELED DRIVEWAY, 12.5 METERS (41 FT) NORTH OF THE
 BJ4087'CENTERLINE OF MCCULLOUGH ROAD, 4.6 METERS (15 FT) NORTHWEST OF THE
 BJ4087'CENTER OF A METAL GATE AND 0.9 METERS (3 FT) SOUTH OF A FENCE LINE.
 BJ4087'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ4087'THE MARK IS 0.46 M BELOW MCCULLOUGH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4086 ***********************************************************************
 BJ4086  DESIGNATION -  442
 BJ4086  PID         -  BJ4086
 BJ4086  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4086  USGS QUAD   -  COMITE (1996)
 BJ4086
 BJ4086                         *CURRENT SURVEY CONTROL
 BJ4086  ___________________________________________________________________
 BJ4086* NAD 83(1986)-  30 35 38.     (N)    091 03 32.     (W)     SCALED    
 BJ4086* NAVD 88     -        23.905  (meters)      78.43   (feet)  ADJUSTED  
 BJ4086  ___________________________________________________________________
 BJ4086  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4086  DYNAMIC HT  -          23.874 (meters)      78.33  (feet)  COMP
 BJ4086  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ4086
 BJ4086  VERT ORDER  -  SECOND    CLASS II
 BJ4086
 BJ4086.The horizontal coordinates were scaled from a topographic map and have
 BJ4086.an estimated accuracy of +/- 6 seconds.
 BJ4086
 BJ4086.The orthometric height was determined by differential leveling
 BJ4086.and adjusted by the National Geodetic Survey in February 1994..
 BJ4086
 BJ4086.The geoid height was determined by GEOID03.
 BJ4086
 BJ4086.The dynamic height is computed by dividing the NAVD 88
 BJ4086.geopotential number by the normal gravity value computed on the
 BJ4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4086.degrees latitude (g = 980.6199 gals.).
 BJ4086
 BJ4086.The modeled gravity was interpolated from observed gravity values.
 BJ4086
 BJ4086;                    North         East    Units  Estimated Accuracy
 BJ4086;SPC LA S     -   232,130.    1,026,320.      MT  (+/- 180 meters Scaled)
 BJ4086
 BJ4086                          SUPERSEDED SURVEY CONTROL
 BJ4086
 BJ4086.No superseded survey control is available for this station.
 BJ4086
 BJ4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP861862(NAD 83)
 BJ4086_MARKER: DB = BENCH MARK DISK
 BJ4086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4086_SP_SET: CONCRETE POST
 BJ4086_STAMPING: 442
 BJ4086_MARK LOGO: LA-033
 BJ4086_PROJECTION: FLUSH
 BJ4086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4086+STABILITY: SURFACE MOTION
 BJ4086
 BJ4086  HISTORY     - Date     Condition        Report By
 BJ4086  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4086  HISTORY     - 1987     GOOD             LA-033
 BJ4086
 BJ4086                          STATION DESCRIPTION
 BJ4086
 BJ4086'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4086'10 KM (6.2 MI) EAST FROM BAKER.
 BJ4086'THE BENCH MARK IS LOCATED AT THE INTERSECTION OF MCCULLOUGH ROAD AND
 BJ4086'KERR ROAD EAST OF BAKER, 19.2 METERS (63 FT) SOUTHWEST OF THE CENTER
 BJ4086'OF MCCULLOUGH ROAD, 11.6 METERS (38 FT) SOUTHEAST OF THE CENTER OF
 BJ4086'KERR ROAD, 7.3 METERS (24 FT) SOUTH OF A CONCRETE POST RIGHT-OF-WAY
 BJ4086'MARKER, 5.2 METERS (17 FT) NORTH OF A CONCRETE POST RIGHT-OF-WAY
 BJ4086'MARKER AND 0.46 METERS (1.5 FT) NORTH OF THE NORTH CORNER OF A CHAIN
 BJ4086'LINK FENCE.
 BJ4086'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4086'THE MARK IS 1.22 M BELOW ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3210 ***********************************************************************
 DH3210  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3210  DESIGNATION -  4437+49.06=PLMS 435
 DH3210  PID         -  DH3210
 DH3210  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 DH3210  USGS QUAD   -  RESERVE (1994)
 DH3210
 DH3210                         *CURRENT SURVEY CONTROL
 DH3210  ___________________________________________________________________
 DH3210* NAD 83(1992)-  30 02 14.06325(N)    090 37 17.74651(W)     ADJUSTED  
 DH3210* NAVD 88     -         9.65 **(meters)      31.7  **(feet)  GPS OBS(2004.65)
 DH3210  **This station is located in a subsidence area (see below).
 DH3210  ___________________________________________________________________
 DH3210  X           -     -59,951.772 (meters)                     COMP
 DH3210  Y           -  -5,525,851.780 (meters)                     COMP
 DH3210  Z           -   3,173,939.793 (meters)                     COMP
 DH3210  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DH3210  ELLIP HEIGHT-         -16.66  (meters)          (05/09/05) GPS OBS
 DH3210  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DH3210
 DH3210  HORZ ORDER  -  B
 DH3210  ELLP ORDER  -  FOURTH    CLASS II
 DH3210
 DH3210.The horizontal coordinates were established by GPS observations
 DH3210.and adjusted by the National Geodetic Survey in May 2005..
 DH3210
 DH3210 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3210 ** and geoid heights are valid at the date of observation. These heights
 DH3210 ** must always be validated when used as control.
 DH3210 ** The orthometric height was determined by GPS observations using
 DH3210 ** precise GPS observation and processing techniques and a new
 DH3210 ** realization of GEOID03. It supersedes the leveled height previously
 DH3210 ** determined for this station.
 DH3210 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3210 ** epoch indicated which incorporates improved geoid heights for the
 DH3210 ** Southern Louisiana Subsidence area.
 DH3210 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3210.The orthometric height was determined by GPS observations and a
 DH3210.high-resolution geoid model using precise GPS observation and
 DH3210.processing techniques.
 DH3210
 DH3210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3210
 DH3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3210
 DH3210.The ellipsoidal height was determined by GPS observations
 DH3210.and is referenced to NAD 83.
 DH3210
 DH3210.The geoid height was determined by GEOID03.
 DH3210
 DH3210;                    North         East     Units Scale Factor Converg.
 DH3210;SPC LA S     -   170,607.415 1,068,641.684   MT  0.99992595   +0 21 21.2
 DH3210;SPC LA S     -   559,734.49  3,506,035.26   sFT  0.99992595   +0 21 21.2
 DH3210;UTM  15      - 3,325,295.399   729,338.942   MT  1.00024896   +1 11 27.8
 DH3210
 DH3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3210!SPC LA S     -   1.00000262  x   0.99992595  =   0.99992857
 DH3210!UTM  15      -   1.00000262  x   1.00024896  =   1.00025158
 DH3210
 DH3210                          SUPERSEDED SURVEY CONTROL
 DH3210
 DH3210.No superseded survey control is available for this station.
 DH3210
 DH3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2933925295(NAD 83)
 DH3210_MARKER: DD = SURVEY DISK
 DH3210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3210_STAMPING: LMS 435 1976
 DH3210_PROJECTION: RECESSED 0 CENTIMETERS
 DH3210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3210+STABILITY: SURFACE MOTION
 DH3210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3210+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 DH3210
 DH3210  HISTORY     - Date     Condition        Report By
 DH3210  HISTORY     - UNK      MONUMENTED       USACE
 DH3210  HISTORY     - 20030107 GOOD             3001
 DH3210
 DH3210                          STATION DESCRIPTION
 DH3210
 DH3210'DESCRIBED BY 3001, INC 2003 (MH)
 DH3210'THE STATION IS LOCATED IN ST JOHN THE BAPTIST PARISH AT GARYVILLE, LA
 DH3210'ABOUT 1.4 MILES  SOUTHEAST OF MT. AIRY, LA AND 4.15 MILES EAST
 DH3210'SOUTHEAST OF GRAMERCY, LA   OWNERSHIP- COE
 DH3210' 
 DH3210'TO REACH THE STATION FROM THE INTERSECTION OF HWY 44 AND HWY 3213
 DH3210'(VETERANS MEMORIAL  BRIDGE) NEAR GRAMERCY, LA GO 3.7 MILES EAST ALONG
 DH3210'HWY 44 TO GARYVILLE, LA AND MARK ON RIGHT ON TOP OF LEVEE.
 DH3210' 
 DH3210'THE STATION IS A DEPARTMENT OF THE ARMY, COE BRASS CAP 0.6' BELOW
 DH3210'GROUND SURFACE,  STAMPED PLMS 435 1976-4437+49.06,  1.0' SOUTH OF THE
 DH3210'F/S CROWN OF LEVEE, 6.6' SOUTH OF CENTERLINE OF LEVEE AND 125' SOUTH
 DH3210'OF  CENTERLINE OF HWY 44.  THE SURVEY MARK IS AN OLD TYPE DISK 4'
 DH3210'ROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4015 ***********************************************************************
 BJ4015  DESIGNATION -  444
 BJ4015  PID         -  BJ4015
 BJ4015  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4015  USGS QUAD   -  COMITE (1996)
 BJ4015
 BJ4015                         *CURRENT SURVEY CONTROL
 BJ4015  ___________________________________________________________________
 BJ4015* NAD 83(1986)-  30 37 11.     (N)    091 06 50.     (W)     SCALED    
 BJ4015* NAVD 88     -        23.439  (meters)      76.90   (feet)  ADJUSTED  
 BJ4015  ___________________________________________________________________
 BJ4015  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4015  DYNAMIC HT  -          23.409 (meters)      76.80  (feet)  COMP
 BJ4015  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BJ4015
 BJ4015  VERT ORDER  -  SECOND    CLASS II
 BJ4015
 BJ4015.The horizontal coordinates were scaled from a topographic map and have
 BJ4015.an estimated accuracy of +/- 6 seconds.
 BJ4015
 BJ4015.The orthometric height was determined by differential leveling
 BJ4015.and adjusted by the National Geodetic Survey in February 1994..
 BJ4015
 BJ4015.The geoid height was determined by GEOID03.
 BJ4015
 BJ4015.The dynamic height is computed by dividing the NAVD 88
 BJ4015.geopotential number by the normal gravity value computed on the
 BJ4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4015.degrees latitude (g = 980.6199 gals.).
 BJ4015
 BJ4015.The modeled gravity was interpolated from observed gravity values.
 BJ4015
 BJ4015;                    North         East    Units  Estimated Accuracy
 BJ4015;SPC LA S     -   234,980.    1,021,040.      MT  (+/- 180 meters Scaled)
 BJ4015
 BJ4015                          SUPERSEDED SURVEY CONTROL
 BJ4015
 BJ4015.No superseded survey control is available for this station.
 BJ4015
 BJ4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP807889(NAD 83)
 BJ4015_MARKER: DB = BENCH MARK DISK
 BJ4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4015_SP_SET: CONCRETE POST
 BJ4015_STAMPING: 444
 BJ4015_MARK LOGO: LA-033
 BJ4015_PROJECTION: FLUSH
 BJ4015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4015+STABILITY: SURFACE MOTION
 BJ4015
 BJ4015  HISTORY     - Date     Condition        Report By
 BJ4015  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4015  HISTORY     - 1987     GOOD             LA-033
 BJ4015
 BJ4015                          STATION DESCRIPTION
 BJ4015
 BJ4015'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4015'5.2 KM (3.25 MI) NE FROM BAKER.
 BJ4015'ABOUT 2.82 KM (1.75 MI) NORTH ALONG PLANK ROAD (STATE HIGHWAY 67)
 BJ4015'FROM THE INTERSECTION OF PLANK ROAD AND DYER ROAD TO CHARLTON ROAD
 BJ4015'AND THE BENCH MARK ON THE RIGHT, 32.3 METERS (106 FT) SOUTHEAST OF
 BJ4015'THE CENTERLINE OF PLANK ROAD, 10.4 METERS (34 FT) SOUTH OF THE
 BJ4015'CENTERLINE OF CHARLTON ROAD, 2.1 METERS (7 FT) SOUTHEAST OF A
 BJ4015'CONCRETE RIGHT-OF-WAY MARKER POST, 0.91 METERS (3 FT) NORTH-NORTHWEST
 BJ4015'OF A POWER POLE AND 0.91 METERS (3 FT) NORTHWEST OF A TELEPHONE
 BJ4015'JUNCTION BOX.
 BJ4015'THE MARK IS 0.91 METERS  NNW FROM A WITNESS POST.
 BJ4015'THE MARK IS 0.31 M BELOW CHARLTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4019 ***********************************************************************
 BJ4019  DESIGNATION -  446 73
 BJ4019  PID         -  BJ4019
 BJ4019  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4019  USGS QUAD   -  COMITE (1996)
 BJ4019
 BJ4019                         *CURRENT SURVEY CONTROL
 BJ4019  ___________________________________________________________________
 BJ4019* NAD 83(1986)-  30 37 07.     (N)    091 04 24.     (W)     SCALED    
 BJ4019* NAVD 88     -        24.552  (meters)      80.55   (feet)  ADJUSTED  
 BJ4019  ___________________________________________________________________
 BJ4019  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4019  DYNAMIC HT  -          24.520 (meters)      80.45  (feet)  COMP
 BJ4019  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BJ4019
 BJ4019  VERT ORDER  -  SECOND    CLASS II
 BJ4019
 BJ4019.The horizontal coordinates were scaled from a topographic map and have
 BJ4019.an estimated accuracy of +/- 6 seconds.
 BJ4019
 BJ4019.The orthometric height was determined by differential leveling
 BJ4019.and adjusted by the National Geodetic Survey in February 1994..
 BJ4019
 BJ4019.The geoid height was determined by GEOID03.
 BJ4019
 BJ4019.The dynamic height is computed by dividing the NAVD 88
 BJ4019.geopotential number by the normal gravity value computed on the
 BJ4019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4019.degrees latitude (g = 980.6199 gals.).
 BJ4019
 BJ4019.The modeled gravity was interpolated from observed gravity values.
 BJ4019
 BJ4019;                    North         East    Units  Estimated Accuracy
 BJ4019;SPC LA S     -   234,870.    1,024,930.      MT  (+/- 180 meters Scaled)
 BJ4019
 BJ4019                          SUPERSEDED SURVEY CONTROL
 BJ4019
 BJ4019.No superseded survey control is available for this station.
 BJ4019
 BJ4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP846889(NAD 83)
 BJ4019_MARKER: DB = BENCH MARK DISK
 BJ4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4019_SP_SET: CONCRETE
 BJ4019_STAMPING: 446 73
 BJ4019_PROJECTION: FLUSH
 BJ4019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4019+STABILITY: SURFACE MOTION
 BJ4019
 BJ4019  HISTORY     - Date     Condition        Report By
 BJ4019  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4019  HISTORY     - 1987     GOOD             LA-033
 BJ4019
 BJ4019                          STATION DESCRIPTION
 BJ4019
 BJ4019'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4019'10.5 KM (6.5 MI) NW FROM CENTRAL.
 BJ4019'ABOUT 5.4 KM (3.4 MI) NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION
 BJ4019'WITH STATE HIGHWAY 408 WEST OF CENTRAL TO MCCULLOUGH ROAD ON THE
 BJ4019'LEFT, THENCE WEST ON MCCULLOUGH ROAD FOR 3.1 KM (1.9 MI) TO THE
 BJ4019'JUNCTION WITH BLACKWATER ROAD, THENCE RIGHT AND NORTH ON BLACKWATER
 BJ4019'ROAD FOR 1.6 KM (1 MI) TO THE BENCH MARK ON THE RIGHT, 11.9 METERS
 BJ4019'(39 FT) EAST OF THE CENTERLINE OF BLACKWATER ROAD, 4 METERS (13 FT)
 BJ4019'NORTH OF THE CENTER OF A GRAVELED DRIVE AND 1 METER (3 FT) WEST OF A
 BJ4019'FENCE.
 BJ4019'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ4019'THE MARK IS ABOVE LEVEL WITH BLACKWATER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3942 ***********************************************************************
 BJ3942  DESIGNATION -  448
 BJ3942  PID         -  BJ3942
 BJ3942  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3942  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3942
 BJ3942                         *CURRENT SURVEY CONTROL
 BJ3942  ___________________________________________________________________
 BJ3942* NAD 83(1986)-  30 29 03.     (N)    091 03 33.     (W)     SCALED    
 BJ3942* NAVD 88     -        15.793  (meters)      51.81   (feet)  ADJUSTED  
 BJ3942  ___________________________________________________________________
 BJ3942  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3942  DYNAMIC HT  -          15.772 (meters)      51.75  (feet)  COMP
 BJ3942  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ3942
 BJ3942  VERT ORDER  -  SECOND    CLASS II
 BJ3942
 BJ3942.The horizontal coordinates were scaled from a topographic map and have
 BJ3942.an estimated accuracy of +/- 6 seconds.
 BJ3942
 BJ3942.The orthometric height was determined by differential leveling
 BJ3942.and adjusted by the National Geodetic Survey in February 1994..
 BJ3942
 BJ3942.The geoid height was determined by GEOID03.
 BJ3942
 BJ3942.The dynamic height is computed by dividing the NAVD 88
 BJ3942.geopotential number by the normal gravity value computed on the
 BJ3942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3942.degrees latitude (g = 980.6199 gals.).
 BJ3942
 BJ3942.The modeled gravity was interpolated from observed gravity values.
 BJ3942
 BJ3942;                    North         East    Units  Estimated Accuracy
 BJ3942;SPC LA S     -   219,970.    1,026,320.      MT  (+/- 180 meters Scaled)
 BJ3942
 BJ3942                          SUPERSEDED SURVEY CONTROL
 BJ3942
 BJ3942.No superseded survey control is available for this station.
 BJ3942
 BJ3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP862740(NAD 83)
 BJ3942_MARKER: DB = BENCH MARK DISK
 BJ3942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3942_SP_SET: CONCRETE POST
 BJ3942_STAMPING: 448
 BJ3942_MARK LOGO: LA-033
 BJ3942_PROJECTION: FLUSH
 BJ3942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3942+STABILITY: SURFACE MOTION
 BJ3942
 BJ3942  HISTORY     - Date     Condition        Report By
 BJ3942  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3942  HISTORY     - 1987     GOOD             LA-033
 BJ3942
 BJ3942                          STATION DESCRIPTION
 BJ3942
 BJ3942'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3942'IN NORTHEAST BATON ROUGE.
 BJ3942'ABOUT 1.1 KM (0.7 MILE) SOUTH ALONG NORTH SHERWOOD FOREST BLVD FROM
 BJ3942'THE INTERSECTION OF SHERWOOD FOREST BLVD AND GREENWELL SPRINGS ROAD,
 BJ3942'STATE HIGHWAY 37 TO THE CHRISTIAN CENTER BUILDING AND THE MARK ON THE
 BJ3942'RIGHT, 18.3 METERS (60 FEET) SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 BJ3942'TO THE CHRISTIAN CENTER BUILDING, 14.9 METERS (49 FEET) WEST OF THE
 BJ3942'CENTER LINE OF NORTH SHERWOOD FOREST BLVD, 15.5 METERS (51 FEET)
 BJ3942'NORTH OF THE EAST BRICK COLUMN SUPPORTING CHRISTIAN CENTER SIGN, 10.4
 BJ3942'METERS (34 FEET) SOUTH OF A 30-INCH OAK TREE, AND 8.2 METERS (27
 BJ3942'FEET) NORTH OF A 24-INCH PECAN TREE.
 BJ3942'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3942'THE MARK IS 0.30 M BELOW NORTH SHERWOOD FOREST BLV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3950 ***********************************************************************
 BJ3950  DESIGNATION -  449 73
 BJ3950  PID         -  BJ3950
 BJ3950  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3950  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3950
 BJ3950                         *CURRENT SURVEY CONTROL
 BJ3950  ___________________________________________________________________
 BJ3950* NAD 83(1986)-  30 28 41.     (N)    090 59 59.     (W)     SCALED    
 BJ3950* NAVD 88     -        13.466  (meters)      44.18   (feet)  ADJUSTED  
 BJ3950  ___________________________________________________________________
 BJ3950  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3950  DYNAMIC HT  -          13.449 (meters)      44.12  (feet)  COMP
 BJ3950  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ3950
 BJ3950  VERT ORDER  -  SECOND    CLASS II
 BJ3950
 BJ3950.The horizontal coordinates were scaled from a topographic map and have
 BJ3950.an estimated accuracy of +/- 6 seconds.
 BJ3950
 BJ3950.The orthometric height was determined by differential leveling
 BJ3950.and adjusted by the National Geodetic Survey in February 1994..
 BJ3950
 BJ3950.The geoid height was determined by GEOID03.
 BJ3950
 BJ3950.The dynamic height is computed by dividing the NAVD 88
 BJ3950.geopotential number by the normal gravity value computed on the
 BJ3950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3950.degrees latitude (g = 980.6199 gals.).
 BJ3950
 BJ3950.The modeled gravity was interpolated from observed gravity values.
 BJ3950
 BJ3950;                    North         East    Units  Estimated Accuracy
 BJ3950;SPC LA S     -   219,310.    1,032,030.      MT  (+/- 180 meters Scaled)
 BJ3950
 BJ3950                          SUPERSEDED SURVEY CONTROL
 BJ3950
 BJ3950.No superseded survey control is available for this station.
 BJ3950
 BJ3950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP920734(NAD 83)
 BJ3950_MARKER: DB = BENCH MARK DISK
 BJ3950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3950_SP_SET: CONCRETE POST
 BJ3950_STAMPING: 449-73 1973
 BJ3950_MARK LOGO: LA-033
 BJ3950_PROJECTION: FLUSH
 BJ3950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3950+STABILITY: SURFACE MOTION
 BJ3950
 BJ3950  HISTORY     - Date     Condition        Report By
 BJ3950  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3950  HISTORY     - 1987     GOOD             LA-033
 BJ3950
 BJ3950                          STATION DESCRIPTION
 BJ3950
 BJ3950'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3950'IN BATON ROUGE.
 BJ3950'LOCATED EAST OF THE CITY OF BATON ROUGE, ABOUT 1.3 KM (0.8 MI) NORTH
 BJ3950'ON STEVEDALE ROAD FROM ITS INTERSECTION WITH FLORIDA BOULEVARD TO THE
 BJ3950'MARK SET JUST NORTH OF THE RAILROAD TRACKS, 12.8 METERS (42 FEET)
 BJ3950'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 10.1 METERS (33 FEET)
 BJ3950'EAST OF THE CENTERLINE OF STEVEDALE ROAD, AND 9.1 METERS (30 FEET)
 BJ3950'SOUTHEAST OF A CORNER FENCE POST.
 BJ3950'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 BJ3950'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2072 ***********************************************************************
 CQ2072  DESIGNATION -  45 BOLT
 CQ2072  PID         -  CQ2072
 CQ2072  STATE/COUNTY-  LA/BOSSIER
 CQ2072  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2072
 CQ2072                         *CURRENT SURVEY CONTROL
 CQ2072  ___________________________________________________________________
 CQ2072* NAD 83(1986)-  32 31 01.     (N)    093 44 18.     (W)     SCALED    
 CQ2072* NAVD 88     -        52.240  (meters)     171.39   (feet)  ADJUSTED  
 CQ2072  ___________________________________________________________________
 CQ2072  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2072  DYNAMIC HT  -          52.181 (meters)     171.20  (feet)  COMP
 CQ2072  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CQ2072
 CQ2072  VERT ORDER  -  FIRST     CLASS II
 CQ2072
 CQ2072.The horizontal coordinates were scaled from a topographic map and have
 CQ2072.an estimated accuracy of +/- 6 seconds.
 CQ2072
 CQ2072.The orthometric height was determined by differential leveling
 CQ2072.and adjusted by the National Geodetic Survey in June 1991..
 CQ2072
 CQ2072.The geoid height was determined by GEOID03.
 CQ2072
 CQ2072.The dynamic height is computed by dividing the NAVD 88
 CQ2072.geopotential number by the normal gravity value computed on the
 CQ2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2072.degrees latitude (g = 980.6199 gals.).
 CQ2072
 CQ2072.The modeled gravity was interpolated from observed gravity values.
 CQ2072
 CQ2072;                    North         East    Units  Estimated Accuracy
 CQ2072;SPC LA N     -   224,300.      883,650.      MT  (+/- 180 meters Scaled)
 CQ2072
 CQ2072                          SUPERSEDED SURVEY CONTROL
 CQ2072
 CQ2072  NGVD 29 (??/??/??)   52.314  (m)          171.63   (f) ADJUSTED    1 2
 CQ2072
 CQ2072.Superseded values are not recommended for survey control.
 CQ2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2072.See file dsdata.txt to determine how the superseded data were derived.
 CQ2072
 CQ2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR306979(NAD 83)
 CQ2072_MARKER: B = BOLT
 CQ2072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2072
 CQ2072  HISTORY     - Date     Condition        Report By
 CQ2072  HISTORY     - UNK      MONUMENTED       DOD
 CQ2072  HISTORY     - 1938     GOOD             CGS
 CQ2072  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2072
 CQ2072                          STATION DESCRIPTION
 CQ2072
 CQ2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2072'IN BOSSIER CITY.
 CQ2072'AT BOSSIER CITY, BOSSIER PARISH, ON THE SOUTHWEST SLOPE OF THE LEVEE,
 CQ2072'163 FEET EAST OF THE WOODEN APPROACH TO THE YAZOO AND MISSISSIPPI
 CQ2072'VALLEY RAILROAD BRIDGE OVER RED RIVER, 113 FEET SOUTHEAST OF THE
 CQ2072'CENTERLINE OF THE RAILROAD, TRACK, 15 FEET SOUTH OF A
 CQ2072'NORTHEAST-AND-SOUTHWEST WAGON ROAD ON THE SOUTH SIDE OF THE TRACKS,
 CQ2072'AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, SET IN THE
 CQ2072'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CQ2072'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ2072'CAP.
 CQ2072
 CQ2072                          STATION RECOVERY (1969)
 CQ2072
 CQ2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ2072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1580 ***********************************************************************
 AU1580  DESIGNATION -  45 BOLT
 AU1580  PID         -  AU1580
 AU1580  STATE/COUNTY-  LA/IBERIA
 AU1580  USGS QUAD   -  CENTERVILLE NE (1980)
 AU1580
 AU1580                         *CURRENT SURVEY CONTROL
 AU1580  ___________________________________________________________________
 AU1580* NAD 83(1986)-  30 00 00.     (N)    091 15 51.     (W)     SCALED    
 AU1580* NAVD 88     -         0.04   (+/-2cm)       0.1    (feet)  VERTCON   
 AU1580  ___________________________________________________________________
 AU1580  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AU1580
 AU1580  VERT ORDER  -  ? (See Below)
 AU1580
 AU1580.The horizontal coordinates were scaled from a topographic map and have
 AU1580.an estimated accuracy of +/- 6 seconds.
 AU1580
 AU1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1580.The vertical order pertains to the NGVD 29 superseded value.
 AU1580
 AU1580.The geoid height was determined by GEOID03.
 AU1580
 AU1580;                    North         East    Units  Estimated Accuracy
 AU1580;SPC LA S     -   166,270.    1,006,670.      MT  (+/- 180 meters Scaled)
 AU1580
 AU1580                          SUPERSEDED SURVEY CONTROL
 AU1580
 AU1580  NGVD 29 (??/??/??)    0.093  (m)            0.31   (f) ADJUSTED    ?  
 AU1580
 AU1580.Superseded values are not recommended for survey control.
 AU1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1580.See file dsdata.txt to determine how the superseded data were derived.
 AU1580
 AU1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP674200(NAD 83)
 AU1580_MARKER: B = BOLT
 AU1580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU1580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1580
 AU1580  HISTORY     - Date     Condition        Report By
 AU1580  HISTORY     - UNK      MONUMENTED       DOD
 AU1580  HISTORY     - 1965     GOOD             CGS
 AU1580
 AU1580                          STATION DESCRIPTION
 AU1580
 AU1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1580'IN LITTLE GODDEL.
 AU1580'ON THE RIGHT BANK OF LITTLE GODDEL (BRANCH OF GRAND RIVER SYSTEM),
 AU1580'ABOUT 3/8 MILE SOUTHWEST OF THE JUNCTION OF FOURCHE BAYOU AND LITTLE
 AU1580'GODDEL, IN SEC. 29, T. 12 S., R. 12 E., IN TIMBER, ABOUT 958 FEET WEST
 AU1580'OF THE BANK OF LITTLE GODDEL, ABOUT 225 FEET EAST OF THE BANK OF
 AU1580'FOURCHE BAYOU, 50.9 FEET SOUTH OF A BLAZED 10-INCH CYPRESS TREE, 44
 AU1580'FEET SOUTHEAST OF A BLAZED 16-INCH ELM TREE, 34.1 FEET SOUTHWEST OF A
 AU1580'BLAZED 12-INCH HACKBERRY TREE, 33.2 FEET WEST OF A BLAZED 6-INCH
 AU1580'HACKBERRY TREE, 27.4 FEET SOUTH OF A BLAZED 6-INCH ASH TREE, 23.7 FEET
 AU1580'WEST OF A BLAZED 10-INCH HACKBERRY TREE, 20.7 FEET NORTHWEST OF A
 AU1580'BLAZED 6-INCH ASH TREE, 17.3 FEET SOUTH OF A BLAZED 10-INCH BOX-ELDER
 AU1580'TREE, AND 8.5 FEET NORTH OF A BLAZED 4-INCH HACKBERRY TREE. A COPPER
 AU1580'BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 AU1580'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 24 INCHES
 AU1580'ABOVE GROUND.  NOTE-- A NEW ROAD IS UNDER CONSTRUCTION ALONG THE
 AU1580'FOOT OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2071 ***********************************************************************
 CQ2071  DESIGNATION -  45 CAP
 CQ2071  PID         -  CQ2071
 CQ2071  STATE/COUNTY-  LA/BOSSIER
 CQ2071  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2071
 CQ2071                         *CURRENT SURVEY CONTROL
 CQ2071  ___________________________________________________________________
 CQ2071* NAD 83(1986)-  32 31 01.     (N)    093 44 18.     (W)     SCALED    
 CQ2071* NAVD 88     -        53.476  (meters)     175.45   (feet)  ADJUSTED  
 CQ2071  ___________________________________________________________________
 CQ2071  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2071  DYNAMIC HT  -          53.415 (meters)     175.25  (feet)  COMP
 CQ2071  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CQ2071
 CQ2071  VERT ORDER  -  FIRST     CLASS II
 CQ2071
 CQ2071.The horizontal coordinates were scaled from a topographic map and have
 CQ2071.an estimated accuracy of +/- 6 seconds.
 CQ2071
 CQ2071.The orthometric height was determined by differential leveling
 CQ2071.and adjusted by the National Geodetic Survey in June 1991..
 CQ2071
 CQ2071.The geoid height was determined by GEOID03.
 CQ2071
 CQ2071.The dynamic height is computed by dividing the NAVD 88
 CQ2071.geopotential number by the normal gravity value computed on the
 CQ2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2071.degrees latitude (g = 980.6199 gals.).
 CQ2071
 CQ2071.The modeled gravity was interpolated from observed gravity values.
 CQ2071
 CQ2071;                    North         East    Units  Estimated Accuracy
 CQ2071;SPC LA N     -   224,300.      883,650.      MT  (+/- 180 meters Scaled)
 CQ2071
 CQ2071                          SUPERSEDED SURVEY CONTROL
 CQ2071
 CQ2071  NGVD 29 (??/??/??)   53.550  (m)          175.69   (f) ADJUSTED    1 2
 CQ2071
 CQ2071.Superseded values are not recommended for survey control.
 CQ2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2071.See file dsdata.txt to determine how the superseded data were derived.
 CQ2071
 CQ2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR306979(NAD 83)
 CQ2071_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ2071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2071
 CQ2071  HISTORY     - Date     Condition        Report By
 CQ2071  HISTORY     - UNK      MONUMENTED       DOD
 CQ2071  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2071
 CQ2071                          STATION DESCRIPTION
 CQ2071
 CQ2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2071'IN BOSSIER CITY.
 CQ2071'AT BOSSIER CITY, BOSSIER PARISH, ON THE SOUTHWEST SLOPE OF THE LEVEE,
 CQ2071'163 FEET EAST OF THE WOODEN APPROACH TO THE YAZOO AND MISSISSIPPI
 CQ2071'VALLEY RAILROAD BRIDGE OVER RED RIVER, 113 FEET SOUTHEAST OF THE
 CQ2071'CENTERLINE OF THE RAILROAD TRACK, 15 FEET SOUTH OF A
 CQ2071'NORTHEAST-AND-SOUTHWEST WAGON ROAD ON THE SOUTH SIDE OF THE TRACKS,
 CQ2071'AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  AN IRON PIPE BEARING A
 CQ2071'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1581 ***********************************************************************
 AU1581  DESIGNATION -  45 CAP
 AU1581  PID         -  AU1581
 AU1581  STATE/COUNTY-  LA/IBERIA
 AU1581  USGS QUAD   -  CENTERVILLE NE (1980)
 AU1581
 AU1581                         *CURRENT SURVEY CONTROL
 AU1581  ___________________________________________________________________
 AU1581* NAD 83(1986)-  30 00 00.     (N)    091 15 51.     (W)     SCALED    
 AU1581* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 AU1581  ___________________________________________________________________
 AU1581  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AU1581
 AU1581  VERT ORDER  -  ? (See Below)
 AU1581
 AU1581.The horizontal coordinates were scaled from a topographic map and have
 AU1581.an estimated accuracy of +/- 6 seconds.
 AU1581
 AU1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1581.The vertical order pertains to the NGVD 29 superseded value.
 AU1581
 AU1581.The geoid height was determined by GEOID03.
 AU1581
 AU1581;                    North         East    Units  Estimated Accuracy
 AU1581;SPC LA S     -   166,270.    1,006,670.      MT  (+/- 180 meters Scaled)
 AU1581
 AU1581                          SUPERSEDED SURVEY CONTROL
 AU1581
 AU1581  NGVD 29 (??/??/??)    1.312  (m)            4.30   (f) ADJUSTED    ?  
 AU1581
 AU1581.Superseded values are not recommended for survey control.
 AU1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1581.See file dsdata.txt to determine how the superseded data were derived.
 AU1581
 AU1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP674200(NAD 83)
 AU1581_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AU1581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU1581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1581
 AU1581  HISTORY     - Date     Condition        Report By
 AU1581  HISTORY     - UNK      MONUMENTED       DOD
 AU1581  HISTORY     - 1965     GOOD             CGS
 AU1581  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU1581
 AU1581                          STATION DESCRIPTION
 AU1581
 AU1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1581'IN LITTLE GODDEL.
 AU1581'ON THE RIGHT BANK OF LITTLE GODDEL (BRANCH OF GRAND RIVER SYSTEM),
 AU1581'ABOUT 3/8 MILE SOUTHWEST OF THE JUNCTION OF FOURCHE BAYOU AND LITTLE
 AU1581'GODDEL, IN SEC. 29, T. 12 S., R 12 E., IN TIMBER, ABOUT 958 FEET WEST
 AU1581'OF THE BANK OF LITTLE GODDEL, ABOUT 225 FEET EAST OF THE BANK OF
 AU1581'FOURCHE BAYOU, 50.9 FEET SOUTH OF A BLAZED 10-INCH CYPRESS TREE, 44
 AU1581'FEET SOUTHEAST OF A BLAZED 16-INCH ELM TREE, 34.1 FEET SOUTHWEST OF A
 AU1581'BLAZED 12-INCH HACKBERRY TREE, 33.2 FEET WEST OF A BLAZED 6-INCH
 AU1581'HACKBERRY TREE, 27.4 FEET SOUTH OF A BLAZED 6-INCH ASH TREE, 23.7 FEET
 AU1581'WEST OF A BLAZED 10-INCH HACKBERRY TREE, 20.7 FEET NORTHWEST OF A
 AU1581'BLAZED 6-INCH ASH TREE, 17.3 FEET SOUTH OF A BLAZED 10-INCH BOX-ELDER
 AU1581'TREE, AND 8.5 FEET NORTH OF A BLAZED 4-INCH HACKBERRY TREE.  AN IRON
 AU1581'PIPE PROJECTING ABOUT 24 INCHES ABOVE GROUND.  NOTE-- A NEW ROAD IS
 AU1581'UNDER CONSTRUCTION ALONG THE FOOT OF THE LEVEE.
 AU1581
 AU1581                          STATION RECOVERY (1976)
 AU1581
 AU1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1117 ***********************************************************************
 CP1117  DESIGNATION -  450 A BOLT
 CP1117  PID         -  CP1117
 CP1117  STATE/COUNTY-  LA/EAST CARROLL
 CP1117  USGS QUAD   -  MILLIKIN (1994)
 CP1117
 CP1117                         *CURRENT SURVEY CONTROL
 CP1117  ___________________________________________________________________
 CP1117* NAD 83(1986)-  32 54 13.     (N)    091 11 48.     (W)     SCALED    
 CP1117* NAVD 88     -        32.60   (+/-2cm)     107.0    (feet)  VERTCON   
 CP1117  ___________________________________________________________________
 CP1117  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1117
 CP1117  VERT ORDER  -  ? (See Below)
 CP1117
 CP1117.The horizontal coordinates were scaled from a topographic map and have
 CP1117.an estimated accuracy of +/- 6 seconds.
 CP1117
 CP1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1117.The vertical order pertains to the NGVD 29 superseded value.
 CP1117
 CP1117.The geoid height was determined by GEOID03.
 CP1117
 CP1117;                    North         East    Units  Estimated Accuracy
 CP1117;SPC LA N     -   267,250.    1,121,940.      MT  (+/- 180 meters Scaled)
 CP1117
 CP1117                          SUPERSEDED SURVEY CONTROL
 CP1117
 CP1117  NGVD 29 (??/??/92)   32.663  (m)          107.16   (f) ADJ UNCH    ?  
 CP1117
 CP1117.Superseded values are not recommended for survey control.
 CP1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1117.See file dsdata.txt to determine how the superseded data were derived.
 CP1117
 CP1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS686420(NAD 83)
 CP1117_MARKER: B = BOLT
 CP1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1117_SP_SET: STONE
 CP1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1117+STABILITY: SURFACE MOTION
 CP1117
 CP1117  HISTORY     - Date     Condition        Report By
 CP1117  HISTORY     - UNK      MONUMENTED       DOD
 CP1117  HISTORY     - 1934     GOOD             DOD
 CP1117
 CP1117                          STATION DESCRIPTION
 CP1117
 CP1117'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1117'9 MI N FROM LAKE PROVIDENCE.
 CP1117'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1117'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 9 MILES NORTH OF
 CP1117'LAKE PROVIDENCE, LA.  420 FEET SOUTH OF GRAVEL ROAD.  400 FEET
 CP1117'SOUTHWEST OF MRS. EDGAR GRIFFINS HOME.  15 FEET WEST OF TENANT HOUSE.
 CP1117'40 FEET SOUTH OF DIRT ROAD.  20 FEET SOUTHWEST OF 40-INCH COTTONWOOD
 CP1117'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1116 ***********************************************************************
 CP1116  DESIGNATION -  450 A CAP
 CP1116  PID         -  CP1116
 CP1116  STATE/COUNTY-  LA/EAST CARROLL
 CP1116  USGS QUAD   -  MILLIKIN (1994)
 CP1116
 CP1116                         *CURRENT SURVEY CONTROL
 CP1116  ___________________________________________________________________
 CP1116* NAD 83(1986)-  32 54 13.     (N)    091 11 48.     (W)     SCALED    
 CP1116* NAVD 88     -        33.81   (+/-2cm)     110.9    (feet)  VERTCON   
 CP1116  ___________________________________________________________________
 CP1116  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1116
 CP1116  VERT ORDER  -  ? (See Below)
 CP1116
 CP1116.The horizontal coordinates were scaled from a topographic map and have
 CP1116.an estimated accuracy of +/- 6 seconds.
 CP1116
 CP1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1116.The vertical order pertains to the NGVD 29 superseded value.
 CP1116
 CP1116.The geoid height was determined by GEOID03.
 CP1116
 CP1116;                    North         East    Units  Estimated Accuracy
 CP1116;SPC LA N     -   267,250.    1,121,940.      MT  (+/- 180 meters Scaled)
 CP1116
 CP1116                          SUPERSEDED SURVEY CONTROL
 CP1116
 CP1116  NGVD 29 (??/??/92)   33.874  (m)          111.13   (f) ADJ UNCH    ?  
 CP1116
 CP1116.Superseded values are not recommended for survey control.
 CP1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1116.See file dsdata.txt to determine how the superseded data were derived.
 CP1116
 CP1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS686420(NAD 83)
 CP1116_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1116
 CP1116  HISTORY     - Date     Condition        Report By
 CP1116  HISTORY     - UNK      MONUMENTED       DOD
 CP1116  HISTORY     - 1934     GOOD             DOD
 CP1116
 CP1116                          STATION DESCRIPTION
 CP1116
 CP1116'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1116'9 MI N FROM LAKE PROVIDENCE.
 CP1116'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1116'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 9 MILES NORTH OF
 CP1116'LAKE PROVIDENCE, LA.  420 FEET SOUTH OF GRAVEL ROAD.  400 FEET
 CP1116'SOUTHWEST OF MRS. EDGAR GRIFFINS HOME.  15 FEET WEST OF TENANT HOUSE.
 CP1116'40 FEET SOUTH OF DIRT ROAD.  20 FEET SOUTHWEST OF 40-INCH COTTONWOOD
 CP1116'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2611 ***********************************************************************
 BK2611  DESIGNATION -  4509 LGS 1969
 BK2611  PID         -  BK2611
 BK2611  STATE/COUNTY-  LA/AVOYELLES
 BK2611  USGS QUAD   -  COTTONPORT (1993)
 BK2611
 BK2611                         *CURRENT SURVEY CONTROL
 BK2611  ___________________________________________________________________
 BK2611* NAD 83(1992)-  30 56 06.93560(N)    092 05 38.24846(W)     ADJUSTED  
 BK2611* NAVD 88     -        22.3    (meters)      73.     (feet)  VERTCON   
 BK2611  ___________________________________________________________________
 BK2611  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK2611  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK2611
 BK2611  HORZ ORDER  -  SECOND
 BK2611
 BK2611.The horizontal coordinates were established by classical geodetic methods
 BK2611.and adjusted by the National Geodetic Survey in January 1993..
 BK2611
 BK2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2611
 BK2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2611
 BK2611.The geoid height was determined by GEOID03.
 BK2611
 BK2611;                    North         East     Units Scale Factor Converg.
 BK2611;SPC LA N     -    48,334.115 1,038,807.182   MT  1.00006052   +0 12 52.8
 BK2611;SPC LA N     -   158,576.18  3,408,153.23   sFT  1.00006052   +0 12 52.8
 BK2611;UTM  15      - 3,422,778.974   586,556.364   MT  0.99969241   +0 27 56.9
 BK2611
 BK2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2611!SPC LA N     -   1.00000076  x   1.00006052  =   1.00006128
 BK2611!UTM  15      -   1.00000076  x   0.99969241  =   0.99969317
 BK2611
 BK2611                          SUPERSEDED SURVEY CONTROL
 BK2611
 BK2611  NAD 83(1986)-  30 56 06.95541(N)    092 05 38.24373(W) AD(       ) 2
 BK2611  NAD 27      -  30 56 06.25990(N)    092 05 37.80056(W) AD(       ) 2
 BK2611  NGVD 29 (07/19/86)   22.3    (m)           73.     (f) VERT ANG       
 BK2611
 BK2611.Superseded values are not recommended for survey control.
 BK2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2611.See file dsdata.txt to determine how the superseded data were derived.
 BK2611
 BK2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8655622779(NAD 83)
 BK2611_MARKER: DD = SURVEY DISK
 BK2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2611+STABILITY: SURFACE MOTION
 BK2611
 BK2611  HISTORY     - Date     Condition        Report By
 BK2611  HISTORY     - 1969     MONUMENTED       LAGS
 BK2611
 BK2611                          STATION DESCRIPTION
 BK2611
 BK2611'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1969 (GRK)
 BK2611'THE STATION MARK IS A LOUISIANA GEODETIC SURVEY DISK STAMPED
 BK2611'4509, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 BK2611'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 50.5
 BK2611'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 32 FEET NORTH OF
 BK2611'THE CENTER OF A T-ROAD INTERSECTION AND 1 FOOT NORTH OF A
 BK2611'METAL WITNESS POST.
 BK2611'
 BK2611'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TERRY,
 BK2611'DISTANCE BEING 262.86 FEET OR (80.120) METERS EAST-SOUTHEAST OF
 BK2611'STATION TERRY.
 BK2611'
 BK2611'NOTE--FOR ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR
 BK2611'STATION TERRY THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3957 ***********************************************************************
 BJ3957  DESIGNATION -  451 73
 BJ3957  PID         -  BJ3957
 BJ3957  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3957  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3957
 BJ3957                         *CURRENT SURVEY CONTROL
 BJ3957  ___________________________________________________________________
 BJ3957* NAD 83(1986)-  30 28 46.     (N)    090 59 00.     (W)     SCALED    
 BJ3957* NAVD 88     -         8.144  (meters)      26.72   (feet)  ADJUSTED  
 BJ3957  ___________________________________________________________________
 BJ3957  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3957  DYNAMIC HT  -           8.133 (meters)      26.68  (feet)  COMP
 BJ3957  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3957
 BJ3957  VERT ORDER  -  SECOND    CLASS II
 BJ3957
 BJ3957.The horizontal coordinates were scaled from a topographic map and have
 BJ3957.an estimated accuracy of +/- 6 seconds.
 BJ3957
 BJ3957.The orthometric height was determined by differential leveling
 BJ3957.and adjusted by the National Geodetic Survey in February 1994..
 BJ3957
 BJ3957.The geoid height was determined by GEOID03.
 BJ3957
 BJ3957.The dynamic height is computed by dividing the NAVD 88
 BJ3957.geopotential number by the normal gravity value computed on the
 BJ3957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3957.degrees latitude (g = 980.6199 gals.).
 BJ3957
 BJ3957.The modeled gravity was interpolated from observed gravity values.
 BJ3957
 BJ3957;                    North         East    Units  Estimated Accuracy
 BJ3957;SPC LA S     -   219,460.    1,033,610.      MT  (+/- 180 meters Scaled)
 BJ3957
 BJ3957                          SUPERSEDED SURVEY CONTROL
 BJ3957
 BJ3957.No superseded survey control is available for this station.
 BJ3957
 BJ3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP935736(NAD 83)
 BJ3957_MARKER: DB = BENCH MARK DISK
 BJ3957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3957_SP_SET: CONCRETE POST
 BJ3957_STAMPING: 451-73 1973
 BJ3957_MARK LOGO: LA-033
 BJ3957_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3957+STABILITY: SURFACE MOTION
 BJ3957
 BJ3957  HISTORY     - Date     Condition        Report By
 BJ3957  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3957  HISTORY     - 1987     GOOD             LA-033
 BJ3957
 BJ3957                          STATION DESCRIPTION
 BJ3957
 BJ3957'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3957'IN BATON ROUGE.
 BJ3957'LOCATED EAST OF THE CITY OF BATON ROUGE, ABOUT 5.8 KM (3.6 MI) SOUTH
 BJ3957'ON FRENCHTOWN ROAD FROM ITS JUNCTION WITH GREENWELL SPRINGS ROAD TO
 BJ3957'THE MARK ON THE LEFT ABOUT 150 FEET PAST A RAILROAD OVERPASS, 6.6
 BJ3957'METERS (21.5 FEET) EAST OF THE CENTER OF THE ROAD, AND 2.1 METERS (7
 BJ3957'FEET) WEST OF A 24-INCH OAK TREE.
 BJ3957'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3957'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2608 ***********************************************************************
 BK2608  DESIGNATION -  4522 LAGS 1941
 BK2608  PID         -  BK2608
 BK2608  STATE/COUNTY-  LA/AVOYELLES
 BK2608  USGS QUAD   -  COTTONPORT (1993)
 BK2608
 BK2608                         *CURRENT SURVEY CONTROL
 BK2608  ___________________________________________________________________
 BK2608* NAD 83(1992)-  30 52 44.72240(N)    092 01 24.14995(W)     ADJUSTED  
 BK2608* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BK2608  ___________________________________________________________________
 BK2608  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK2608  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2608
 BK2608  HORZ ORDER  -  SECOND
 BK2608
 BK2608.The horizontal coordinates were established by classical geodetic methods
 BK2608.and adjusted by the National Geodetic Survey in January 1993..
 BK2608
 BK2608.The orthometric height was scaled from a topographic map.
 BK2608
 BK2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2608
 BK2608.The geoid height was determined by GEOID03.
 BK2608
 BK2608;                    North         East     Units Scale Factor Converg.
 BK2608;SPC LA N     -    42,133.732 1,045,580.444   MT  1.00007763   +0 15 07.2
 BK2608;SPC LA N     -   138,233.75  3,430,375.17   sFT  1.00007763   +0 15 07.2
 BK2608;SPC LA S     -   263,917.438   934,012.639   MT  1.00004299   -0 20 42.1
 BK2608;SPC LA S     -   865,869.13  3,064,339.80   sFT  1.00004299   -0 20 42.1
 BK2608;UTM  15      - 3,416,610.507   593,354.128   MT  0.99970750   +0 30 04.6
 BK2608
 BK2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2608!SPC LA N     -   1.00000097  x   1.00007763  =   1.00007860
 BK2608!SPC LA S     -   1.00000097  x   1.00004299  =   1.00004396
 BK2608!UTM  15      -   1.00000097  x   0.99970750  =   0.99970847
 BK2608
 BK2608                          SUPERSEDED SURVEY CONTROL
 BK2608
 BK2608  NAD 83(1986)-  30 52 44.74246(N)    092 01 24.14548(W) AD(       ) 2
 BK2608  NAD 27      -  30 52 44.04230(N)    092 01 23.71233(W) AD(       ) 2
 BK2608
 BK2608.Superseded values are not recommended for survey control.
 BK2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2608.See file dsdata.txt to determine how the superseded data were derived.
 BK2608
 BK2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9335416611(NAD 83)
 BK2608_MARKER: DD = SURVEY DISK
 BK2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2608+STABILITY: SURFACE MOTION
 BK2608
 BK2608  HISTORY     - Date     Condition        Report By
 BK2608  HISTORY     - 1941     MONUMENTED       LAGS
 BK2608  HISTORY     - 1958     GOOD             CGS
 BK2608  HISTORY     - 1959     GOOD             CGS
 BK2608
 BK2608                          STATION DESCRIPTION
 BK2608
 BK2608'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1941 (HJH)
 BK2608'STATION IS ABOUT 0.8 MILE NW OF THE GOUDEAU POST OFFICE ON
 BK2608'THE S SIDE OF STATE HIGHWAY 394, ON LAND OWNED BY HOWARD
 BK2608'BALDRIDGE.  IT IS 36 FEET S OF THE CENTER OF THE HIGHWAY,
 BK2608'9 FEET NW OF A FENCE CORNER AND 3 FEET N OF A FENCE.  IT IS
 BK2608'A STANDARD STATE CONTROL SURVEY DISK STAMPED 4522 LA GEOD
 BK2608'S, SET IN A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 BK2608'STAMPING ON MARK IS PARTLY OBLITERATED.  STATION WAS LOCATED BY
 BK2608'TRAVERSE FROM STATION GOUDEAU.
 BK2608'
 BK2608'AN AZIMUTH DIRECTION WAS TAKEN TO STATION 4521 (LA.GEOD.S).
 BK2608'IT IS LOCATED ON THE N SIDE OF STATE HIGHWAY 394, ABOUT 50
 BK2608'YARDS SW OF THE HOME OF ARONOLD RABALAIS, 45 FEET SW OF A GATE,
 BK2608'51 FEET E OF A GARAGE, 7 FEET W OF A FENCE CORNER AND 2-1/2
 BK2608'FEET S OF A FENCE.  IT IS A STANDARD STATE CONTROL SURVEY
 BK2608'DISK, STAMPED 4521 LA GEOD S, SET IN A 6-INCH CONCRETE POST
 BK2608'FLUSH WITH THE GROUND.  STAMPING ON MARK IS PARTLY OBLITERATED.
 BK2608
 BK2608                          STATION RECOVERY (1958)
 BK2608
 BK2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK2608'THE STATION WAS VISITED 7-2-58 AND WAS FOUND IN GOOD CONDITION.
 BK2608'BENCH MARK 4521 (LA.GEOD.S.) WHICH WAS USED AS THE AZIMUTH
 BK2608'MARK HAS BEEN DESTROYED.  TRIANGULATION STATION GOUDEAU 1941
 BK2608'WILL SERVE AS THE AZIMUTH FOR THIS STATION.  IT IS 569.48
 BK2608'FEET WEST-NORTHWEST.
 BK2608'
 BK2608'A NEW DESCRIPTION FOLLOWS--
 BK2608'
 BK2608'THE STATION IS LOCATED 0.75 MILE NORTHWEST ALONG STATE ROUTE
 BK2608'361 FROM THE POST OFFICE IN GOUDEAU, AT THE OUTSIDE OF A
 BK2608'CURVE IN THE ROAD, 40 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 BK2608'OF THE ROAD IN A CURVE, 15.5 FEET NORTH-NORTHEAST OF A FENCE
 BK2608'CORNER, 31 FEET NORTHEAST OF TELEPHONE POLE NO. 61, AND 70
 BK2608'PACES SOUTHWEST OF A LARGE LONE OAK TREE IN A PASTURE.  IT
 BK2608'IS A STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED 4522, SET
 BK2608'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE
 BK2608'GROUND.
 BK2608'
 BK2608'TRIANGULATION STATION GOUDEAU 1941 IS 569.48 FEET WEST-NORTHWEST
 BK2608'OF THE STATION, ON THE PROPERTY OWNED BY MRS. R. BONTAN, 124
 BK2608'FEET SOUTHWEST OF THE HOUSE, 41 FEET NORTH-NORTHEAST OF THE
 BK2608'CENTERLINE OF THE ROAD, 10.5 FEET EAST OF A FENCE LINE, 12.5
 BK2608'FEET SOUTHEAST OF A POWER POLE, 21 FEET NORTHEAST OF A FENCE
 BK2608'CORNER, 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE
 BK2608'WITH GREEN SHINGLES, AND 69 FEET SOUTHWEST OF A 4-FOOT OAK
 BK2608'TREE.  IT IS A STANDARD TRIANGULATION DISK, STAMPED GOUDEAU
 BK2608'1941, FLUSH WITH THE GROUND.
 BK2608'
 BK2608'TO REACH THE STATION FROM THE POST OFFICE IN GOUDEAU GO NORTHWEST
 BK2608'ON STATE ROUTE NO. 361 FOR 0.75 MILE TO THE STATION ON THE
 BK2608'LEFT AT A CURVE, CONTINUE WEST FOR 0.1 MILE TO THE TRIANGULATION
 BK2608'STATION GOUDEAU ON THE RIGHT.
 BK2608
 BK2608                          STATION RECOVERY (1959)
 BK2608
 BK2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK2608'THIS STATION WAS VISITED 10-22-59 AND FOUND IN GOOD CONDITION.
 BK2608'A TRAVERSE CONNECTION WAS MADE TO THIS STATION IN 1941 FROM
 BK2608'TRIANGULATION STATION GOUDEAU 1941, AND IS EAST-SOUTHEAST
 BK2608'569.48 FEET.
 BK2608'
 BK2608'THE MARK IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF EVERGREEN,
 BK2608'6.5 MILES SOUTHWEST OF PLAUCHEVILLE, AND 0.85 MILE NORTHWEST
 BK2608'ALONG STATE HIGHWAY 361 FROM THE POST OFFICE IN GOUDEAU.
 BK2608'IT IS ON PROPERTY OWNED BY HOWARD BALDRIDGE, 40 FEET SOUTH OF
 BK2608'THE CENTER OF THE HIGHWAY AT A CURVE, 13 FEET NORTH OF A T
 BK2608'FENCE CORNER, 31.5 FEET NORTHEAST OF TELEPHONE POLE NO. 61
 BK2608'AND 1 FOOT SOUTH OF A METAL WITNESS POST BEARING A WHITE
 BK2608'METAL SIGN.  IT IS A STANDARD LOUISIANA SURVEY DISK, STAMPED
 BK2608'4522, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 BK2608'PROJECTING 2 INCHES.
 BK2608'
 BK2608'TO REACH THE MARK FROM THE POST OFFICE IN GOUDEAU GO NORTHWEST
 BK2608'ON STATE HIGHWAY 361 FOR 0.7 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2896 ***********************************************************************
 BJ2896  DESIGNATION -  4590 LAGS
 BJ2896  PID         -  BJ2896
 BJ2896  STATE/COUNTY-  LA/ST LANDRY
 BJ2896  USGS QUAD   -  PALMETTO (1994)
 BJ2896
 BJ2896                         *CURRENT SURVEY CONTROL
 BJ2896  ___________________________________________________________________
 BJ2896* NAD 83(1986)-  30 43 51.     (N)    091 58 30.     (W)     SCALED    
 BJ2896* NAVD 88     -        10.56   (+/-2cm)      34.6    (feet)  VERTCON   
 BJ2896  ___________________________________________________________________
 BJ2896  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ2896
 BJ2896  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2896
 BJ2896.The horizontal coordinates were scaled from a topographic map and have
 BJ2896.an estimated accuracy of +/- 6 seconds.
 BJ2896
 BJ2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2896.The vertical order pertains to the NGVD 29 superseded value.
 BJ2896
 BJ2896.The geoid height was determined by GEOID03.
 BJ2896
 BJ2896;                    North         East    Units  Estimated Accuracy
 BJ2896;SPC LA S     -   247,450.      938,550.      MT  (+/- 180 meters Scaled)
 BJ2896
 BJ2896                          SUPERSEDED SURVEY CONTROL
 BJ2896
 BJ2896  NGVD 29 (??/??/??)   10.544  (m)           34.59   (f) ADJUSTED    2 2
 BJ2896
 BJ2896.Superseded values are not recommended for survey control.
 BJ2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2896.See file dsdata.txt to determine how the superseded data were derived.
 BJ2896
 BJ2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ981002(NAD 83)
 BJ2896_MARKER: DD = SURVEY DISK
 BJ2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2896_SP_SET: CONCRETE POST
 BJ2896_STAMPING: 4590
 BJ2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2896+STABILITY: SURFACE MOTION
 BJ2896
 BJ2896  HISTORY     - Date     Condition        Report By
 BJ2896  HISTORY     - UNK      MONUMENTED       LAGS
 BJ2896  HISTORY     - 1975     GOOD             LADTD
 BJ2896
 BJ2896                          STATION DESCRIPTION
 BJ2896
 BJ2896'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2896'.20 MI NW FROM LEBEAU.
 BJ2896'FROM THE POST OFFICE IN LEBEAU, ABOUT.20 MI NW ALONG US HIGHWAY 71,
 BJ2896'53 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 46 FT NW OF THE NE
 BJ2896'CORNER OF A BRICK GARAGE, 197 FT SE OF POWER POLE NO 10--12--00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0968 ***********************************************************************
 BX0968  DESIGNATION -  4595 LAGS
 BX0968  PID         -  BX0968
 BX0968  STATE/COUNTY-  LA/RAPIDES
 BX0968  USGS QUAD   -  LECOMPTE (1992)
 BX0968
 BX0968                         *CURRENT SURVEY CONTROL
 BX0968  ___________________________________________________________________
 BX0968* NAD 83(1986)-  31 03 52.     (N)    092 22 57.     (W)     SCALED    
 BX0968* NAVD 88     -        21.58   (+/-2cm)      70.8    (feet)  VERTCON   
 BX0968  ___________________________________________________________________
 BX0968  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX0968
 BX0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0968
 BX0968.The horizontal coordinates were scaled from a topographic map and have
 BX0968.an estimated accuracy of +/- 6 seconds.
 BX0968
 BX0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0968.The vertical order pertains to the NGVD 29 superseded value.
 BX0968
 BX0968.The geoid height was determined by GEOID03.
 BX0968
 BX0968;                    North         East    Units  Estimated Accuracy
 BX0968;SPC LA N     -    62,590.    1,011,210.      MT  (+/- 180 meters Scaled)
 BX0968
 BX0968                          SUPERSEDED SURVEY CONTROL
 BX0968
 BX0968  NGVD 29 (??/??/??)   21.560  (m)           70.73   (f) ADJUSTED    2 0
 BX0968
 BX0968.Superseded values are not recommended for survey control.
 BX0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0968.See file dsdata.txt to determine how the superseded data were derived.
 BX0968
 BX0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ589369(NAD 83)
 BX0968_MARKER: DD = SURVEY DISK
 BX0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0968+STABILITY: SURFACE MOTION
 BX0968
 BX0968  HISTORY     - Date     Condition        Report By
 BX0968  HISTORY     - UNK      MONUMENTED       LAGS
 BX0968  HISTORY     - 1968     GOOD             LADTD
 BX0968  HISTORY     - 19990424 GOOD             USPSQD
 BX0968
 BX0968                          STATION DESCRIPTION
 BX0968
 BX0968'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0968'0.6 MI N FROM MEEKER.
 BX0968'0.6 MILES NORTH OF MEEKER 22 FEET SOUTHWEST OF CENTER LINE OF MISSOURI
 BX0968'PACIFIC RAILROAD, 292 FEET SOUTHEAST OF SIGN POST 1 MILE TO LECOMPTE,
 BX0968'64 FEET EAST OF TELEGRAPH POLE.
 BX0968
 BX0968                          STATION RECOVERY (1999)
 BX0968
 BX0968'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2610 ***********************************************************************
 BX2610  DESIGNATION -  4596 RESET
 BX2610  PID         -  BX2610
 BX2610  STATE/COUNTY-  LA/RAPIDES
 BX2610  USGS QUAD   -  CHENEYVILLE (1992)
 BX2610
 BX2610                         *CURRENT SURVEY CONTROL
 BX2610  ___________________________________________________________________
 BX2610* NAD 83(1992)-  31 03 08.26810(N)    092 22 09.62832(W)     ADJUSTED  
 BX2610* NAVD 88     -        20.     (meters)      66.     (feet)  VERTCON   
 BX2610  ___________________________________________________________________
 BX2610  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BX2610  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BX2610
 BX2610  HORZ ORDER  -  SECOND
 BX2610
 BX2610.The horizontal coordinates were established by classical geodetic methods
 BX2610.and adjusted by the National Geodetic Survey in January 1993..
 BX2610.No horizontal observational check was made to the station.
 BX2610
 BX2610.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2610
 BX2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2610
 BX2610.The geoid height was determined by GEOID03.
 BX2610
 BX2610;                    North         East     Units Scale Factor Converg.
 BX2610;SPC LA N     -    61,245.297 1,012,472.002   MT  1.00002790   +0 04 08.7
 BX2610;SPC LA N     -   200,935.61  3,321,751.89   sFT  1.00002790   +0 04 08.7
 BX2610;UTM  15      - 3,435,568.573   560,174.202   MT  0.99964466   +0 19 31.1
 BX2610
 BX2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2610!SPC LA N     -   1.00000110  x   1.00002790  =   1.00002900
 BX2610!UTM  15      -   1.00000110  x   0.99964466  =   0.99964576
 BX2610
 BX2610                          SUPERSEDED SURVEY CONTROL
 BX2610
 BX2610  NAD 83(1986)-  31 03 08.28652(N)    092 22 09.61908(W) AD(       ) 2
 BX2610  NAD 27      -  31 03 07.60445(N)    092 22 09.14070(W) AD(       ) 2
 BX2610  NGVD 29 (07/19/86)   20.     (m)           66.     (f) VERT ANG       
 BX2610
 BX2610.Superseded values are not recommended for survey control.
 BX2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2610.See file dsdata.txt to determine how the superseded data were derived.
 BX2610
 BX2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6017435569(NAD 83)
 BX2610_MARKER: DE = TRAVERSE STATION DISK
 BX2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2610_STAMPING: 4596 RESET 1965
 BX2610_MARK LOGO: LAGS  
 BX2610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2610+STABILITY: SURFACE MOTION
 BX2610
 BX2610  HISTORY     - Date     Condition        Report By
 BX2610  HISTORY     - 1965     MONUMENTED       LAGS
 BX2610  HISTORY     - 1986     GOOD             LADTD
 BX2610
 BX2610                          STATION DESCRIPTION
 BX2610
 BX2610'DESCRIBED BY LA TRANSP AND DEV 1986 (TLH)
 BX2610'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF U S HIGHWAYS 71
 BX2610'AND 167, 4.8 KM (3 MI) SOUTH OF LECOMPTE, 22.9 METERS (75 FEET)
 BX2610'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 71, 19.2 METERS (63 FEET)
 BX2610'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 167 AND 12 METERS (39.5 FEET)
 BX2610'NORTH-NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACK.  THE MARK IS
 BX2610'ABOUT LEVEL WITH THE THE HIGHWAY.  THE MARK IS 0.46 M FROM A SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2070 ***********************************************************************
 CQ2070  DESIGNATION -  46
 CQ2070  PID         -  CQ2070
 CQ2070  STATE/COUNTY-  LA/CADDO
 CQ2070  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2070
 CQ2070                         *CURRENT SURVEY CONTROL
 CQ2070  ___________________________________________________________________
 CQ2070* NAD 83(1986)-  32 30 48.     (N)    093 45 00.     (W)     SCALED    
 CQ2070* NAVD 88     -        60.756  (meters)     199.33   (feet)  ADJUSTED  
 CQ2070  ___________________________________________________________________
 CQ2070  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2070  DYNAMIC HT  -          60.688 (meters)     199.11  (feet)  COMP
 CQ2070  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CQ2070
 CQ2070  VERT ORDER  -  FIRST     CLASS I
 CQ2070
 CQ2070.The horizontal coordinates were scaled from a topographic map and have
 CQ2070.an estimated accuracy of +/- 6 seconds.
 CQ2070
 CQ2070.The orthometric height was determined by differential leveling
 CQ2070.and adjusted by the National Geodetic Survey in June 1991..
 CQ2070.WARNING-Repeat measurements at this control monument indicate possible
 CQ2070.vertical movement.
 CQ2070
 CQ2070.The geoid height was determined by GEOID03.
 CQ2070
 CQ2070.The dynamic height is computed by dividing the NAVD 88
 CQ2070.geopotential number by the normal gravity value computed on the
 CQ2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2070.degrees latitude (g = 980.6199 gals.).
 CQ2070
 CQ2070.The modeled gravity was interpolated from observed gravity values.
 CQ2070
 CQ2070;                    North         East    Units  Estimated Accuracy
 CQ2070;SPC LA N     -   223,910.      882,550.      MT  (+/- 180 meters Scaled)
 CQ2070
 CQ2070                          SUPERSEDED SURVEY CONTROL
 CQ2070
 CQ2070  NGVD 29 (??/??/??)   60.828  (m)          199.57   (f) ADJUSTED    1 1
 CQ2070
 CQ2070.Superseded values are not recommended for survey control.
 CQ2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2070.See file dsdata.txt to determine how the superseded data were derived.
 CQ2070
 CQ2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR295975(NAD 83)
 CQ2070_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ2070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2070
 CQ2070  HISTORY     - Date     Condition        Report By
 CQ2070  HISTORY     - UNK      MONUMENTED       DOD
 CQ2070  HISTORY     - 1969     POOR             CGS
 CQ2070  HISTORY     - 1977     GOOD             NGS
 CQ2070
 CQ2070                          STATION DESCRIPTION
 CQ2070
 CQ2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2070'0.5 MI NE FROM SHREVEPORT.
 CQ2070'ABOUT 0.25 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2070'UNION STATION AT SHREVEPORT, THENCE 0.25 MILE NORTHWEST ALONG MARSHALL
 CQ2070'STREET, 36 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE STREET, 8 1/2
 CQ2070'FEET WEST OF THE WEST CORNER OF THE U.S. POST OFFICE AND COURTHOUSE,
 CQ2070'10 FEET SOUTHEAST OF THE CENTER LINE OF AN ALLEY, ABOUT LEVEL WITH THE
 CQ2070'SIDEWALK, A U.S. ENGINEERS CAP ON THE TOP OF AN IRON PIPE WHICH IS
 CQ2070'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  SEC 37, T 18N, R 14W.
 CQ2070
 CQ2070                          STATION RECOVERY (1977)
 CQ2070
 CQ2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2070'0.15 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2070'JUNCTION OF LOUISIANA STREET, THENCE 0.25 MILE NORTHWEST ALONG
 CQ2070'MARSHALL STREET, 36 FEET NORTHEAST OF THE CENTER LINE OF THE
 CQ2070'STREET, 10 FEET SOUTHEAST OF THE CENTER LINE OF AN ALLEY, 9
 CQ2070'FEET WEST OF THE WEST CORNER OF THE FORMER POST OFFICE AND
 CQ2070'COURTHOUSE BUILDING, AND IS A 3 1/2 IRON CAP FASTENED TO A
 CQ2070'3 INCH IRON PIPE SET FLUSH WITH THE SIDEWALK ALONG EAST SIDE
 CQ2070'OF MARSHALL STREET, 1 FOOT WEST OF EAST EDGE OF SIDEWALK.
 CQ2070'NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2069 ***********************************************************************
 CQ2069  DESIGNATION -  46 BOLT
 CQ2069  PID         -  CQ2069
 CQ2069  STATE/COUNTY-  LA/CADDO
 CQ2069  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2069
 CQ2069                         *CURRENT SURVEY CONTROL
 CQ2069  ___________________________________________________________________
 CQ2069* NAD 83(1986)-  32 30 47.     (N)    093 45 00.     (W)     SCALED    
 CQ2069* NAVD 88     -        59.711  (meters)     195.90   (feet)  ADJUSTED  
 CQ2069  ___________________________________________________________________
 CQ2069  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2069  DYNAMIC HT  -          59.644 (meters)     195.68  (feet)  COMP
 CQ2069  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CQ2069
 CQ2069  VERT ORDER  -  FIRST     CLASS II
 CQ2069
 CQ2069.The horizontal coordinates were scaled from a topographic map and have
 CQ2069.an estimated accuracy of +/- 6 seconds.
 CQ2069
 CQ2069.The orthometric height was determined by differential leveling
 CQ2069.and adjusted by the National Geodetic Survey in June 1991..
 CQ2069
 CQ2069.The geoid height was determined by GEOID03.
 CQ2069
 CQ2069.The dynamic height is computed by dividing the NAVD 88
 CQ2069.geopotential number by the normal gravity value computed on the
 CQ2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2069.degrees latitude (g = 980.6199 gals.).
 CQ2069
 CQ2069.The modeled gravity was interpolated from observed gravity values.
 CQ2069
 CQ2069;                    North         East    Units  Estimated Accuracy
 CQ2069;SPC LA N     -   223,880.      882,550.      MT  (+/- 180 meters Scaled)
 CQ2069
 CQ2069                          SUPERSEDED SURVEY CONTROL
 CQ2069
 CQ2069  NGVD 29 (??/??/92)   59.74   (m)          196.0    (f) COMPUTED    1 2
 CQ2069
 CQ2069.Superseded values are not recommended for survey control.
 CQ2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2069.See file dsdata.txt to determine how the superseded data were derived.
 CQ2069
 CQ2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR295975(NAD 83)
 CQ2069_MARKER: B = BOLT
 CQ2069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2069
 CQ2069  HISTORY     - Date     Condition        Report By
 CQ2069  HISTORY     - UNK      MONUMENTED       DOD
 CQ2069  HISTORY     - 1955     GOOD             CGS
 CQ2069
 CQ2069                          STATION DESCRIPTION
 CQ2069
 CQ2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ2069'IN SHREVEPORT.
 CQ2069'AT SHREVEPORT, CADDO PARISH, AT THE INTERSECTION OF MARSHALL STREET
 CQ2069'AND THE ALLEY BETWEEN TRAVIS AND TEXAS STREETS, AND AT THE NORTHWEST
 CQ2069'CORNER OF THE POST OFFICE YARD.  A COPPER BOLT, SET IN THE TOP OF A
 CQ2069'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CQ2069'IRON PIPE FLUSH WITH THE SIDEWALK AND BEARING A CORPS OF ENGINEERS,
 CQ2069'U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1582 ***********************************************************************
 AU1582  DESIGNATION -  46 BOLT
 AU1582  PID         -  AU1582
 AU1582  STATE/COUNTY-  LA/ASSUMPTION
 AU1582  USGS QUAD   -  CENTERVILLE NE (1980)
 AU1582
 AU1582                         *CURRENT SURVEY CONTROL
 AU1582  ___________________________________________________________________
 AU1582* NAD 83(1986)-  29 58 08.     (N)    091 15 13.     (W)     SCALED    
 AU1582* NAVD 88     -         0.10   (+/-2cm)       0.3    (feet)  VERTCON   
 AU1582  ___________________________________________________________________
 AU1582  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AU1582
 AU1582  VERT ORDER  -  ? (See Below)
 AU1582
 AU1582.The horizontal coordinates were scaled from a topographic map and have
 AU1582.an estimated accuracy of +/- 6 seconds.
 AU1582
 AU1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1582.The vertical order pertains to the NGVD 29 superseded value.
 AU1582
 AU1582.The geoid height was determined by GEOID03.
 AU1582
 AU1582;                    North         East    Units  Estimated Accuracy
 AU1582;SPC LA S     -   162,820.    1,007,690.      MT  (+/- 180 meters Scaled)
 AU1582
 AU1582                          SUPERSEDED SURVEY CONTROL
 AU1582
 AU1582  NGVD 29 (??/??/??)    0.152  (m)            0.50   (f) ADJUSTED    ?  
 AU1582
 AU1582.Superseded values are not recommended for survey control.
 AU1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1582.See file dsdata.txt to determine how the superseded data were derived.
 AU1582
 AU1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP685166(NAD 83)
 AU1582_MARKER: B = BOLT
 AU1582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU1582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1582
 AU1582  HISTORY     - Date     Condition        Report By
 AU1582  HISTORY     - UNK      MONUMENTED       DOD
 AU1582  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU1582
 AU1582                          STATION DESCRIPTION
 AU1582
 AU1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1582'IN BIG GODDEL RIVER.
 AU1582'P.B.M. IS BOLT IN CONCRETE BLOCK AND IRON PIPE ON LEFT BANK OF BIG
 AU1582'GODDEL (PART OF GRAND RICER SYSTEM).  IN ASSUMPTION PARISH, LA.
 AU1582'T.13S., R.12 E. OF LOUISIANA MERIDIAN.  ABOUT 1/4 MILE ABOVE FOOT OF
 AU1582'CLEARING AT POPULATION BEND.  ABOUT 45 METERS BACK OF RIVER BANK.  ON
 AU1582'LAND OF CLEUS LUNAOD.  102.5 FEET FROM S. W. CORNER OF EDGAR LUNAODS
 AU1582'HOUSE.  102.5 FEET TOWARD RIVER FROM FENCE ON BACK SIDE OF LANE.  2
 AU1582'METERS TOWARD RIVER FROM FENCE ON RIVER SIDE OF LANE.  3 METERS BELOW
 AU1582'A WIRE FENCE.  CAP ON PIPE ABOUT 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1583 ***********************************************************************
 AU1583  DESIGNATION -  46 CAP
 AU1583  PID         -  AU1583
 AU1583  STATE/COUNTY-  LA/ASSUMPTION
 AU1583  USGS QUAD   -  CENTERVILLE NE (1980)
 AU1583
 AU1583                         *CURRENT SURVEY CONTROL
 AU1583  ___________________________________________________________________
 AU1583* NAD 83(1986)-  29 58 08.     (N)    091 15 13.     (W)     SCALED    
 AU1583* NAVD 88     -         1.32   (+/-2cm)       4.3    (feet)  VERTCON   
 AU1583  ___________________________________________________________________
 AU1583  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AU1583
 AU1583  VERT ORDER  -  ? (See Below)
 AU1583
 AU1583.The horizontal coordinates were scaled from a topographic map and have
 AU1583.an estimated accuracy of +/- 6 seconds.
 AU1583
 AU1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1583.The vertical order pertains to the NGVD 29 superseded value.
 AU1583
 AU1583.The geoid height was determined by GEOID03.
 AU1583
 AU1583;                    North         East    Units  Estimated Accuracy
 AU1583;SPC LA S     -   162,820.    1,007,690.      MT  (+/- 180 meters Scaled)
 AU1583
 AU1583                          SUPERSEDED SURVEY CONTROL
 AU1583
 AU1583  NGVD 29 (??/??/??)    1.369  (m)            4.49   (f) ADJUSTED    ?  
 AU1583
 AU1583.Superseded values are not recommended for survey control.
 AU1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1583.See file dsdata.txt to determine how the superseded data were derived.
 AU1583
 AU1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP685166(NAD 83)
 AU1583_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AU1583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU1583_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1583
 AU1583  HISTORY     - Date     Condition        Report By
 AU1583  HISTORY     - UNK      MONUMENTED       DOD
 AU1583  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU1583  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU1583
 AU1583                          STATION DESCRIPTION
 AU1583
 AU1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1583'IN BIG GODDEL RIVER.
 AU1583'P.B.M. IS BOLT IN CONCRETE BLOCK AND IRON PIPE ON LEFT BANK OF BIG
 AU1583'GODDEL (PART OF GRAND RICER SYSTEM).  IN ASSUMPTION PARISH, LA.
 AU1583'T.13S., R.12 E. OF LOUISIANA MERIDIAN.  ABOUT 1/4 MILE ABOVE FOOT OF
 AU1583'CLEARING AT POPULATION BEND.  ABOUT 45 METERS BACK OF RIVER BANK.  ON
 AU1583'LAND OF CLEUS LUNAOD.  102.5 FEET FROM S. W. CORNER OF EDGAR LUNAODS
 AU1583'HOUSE.  102.5 FEET TOWARD RIVER FROM FENCE ON BACK SIDE OF LANE.  2
 AU1583'METERS TOWARD RIVER FROM FENCE ON RIVER SIDE OF LANE.  3 METERS BELOW
 AU1583'A WIRE FENCE.  CAP ON PIPE ABOUT 18 INCHES ABOVE GROUND.
 AU1583
 AU1583                          STATION RECOVERY (1976)
 AU1583
 AU1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU1583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0580 ***********************************************************************
 BW0580  DESIGNATION -  46 DIETZE BOLT
 BW0580  PID         -  BW0580
 BW0580  STATE/COUNTY-  LA/TENSAS
 BW0580  USGS QUAD   -  CHAMBLEE (1994)
 BW0580
 BW0580                         *CURRENT SURVEY CONTROL
 BW0580  ___________________________________________________________________
 BW0580* NAD 83(1986)-  31 50 04.     (N)    091 21 22.     (W)     SCALED    
 BW0580* NAVD 88     -        18.53   (+/-2cm)      60.8    (feet)  VERTCON   
 BW0580  ___________________________________________________________________
 BW0580  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0580
 BW0580  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0580
 BW0580.The horizontal coordinates were scaled from a topographic map and have
 BW0580.an estimated accuracy of +/- 6 seconds.
 BW0580
 BW0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0580.The vertical order pertains to the NGVD 29 superseded value.
 BW0580
 BW0580.The geoid height was determined by GEOID03.
 BW0580
 BW0580;                    North         East    Units  Estimated Accuracy
 BW0580;SPC LA N     -   148,530.    1,108,270.      MT  (+/- 180 meters Scaled)
 BW0580
 BW0580                          SUPERSEDED SURVEY CONTROL
 BW0580
 BW0580  NGVD 29 (??/??/92)   18.542  (m)           60.83   (f) ADJ UNCH    1 2
 BW0580
 BW0580.Superseded values are not recommended for survey control.
 BW0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0580.See file dsdata.txt to determine how the superseded data were derived.
 BW0580
 BW0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR555232(NAD 83)
 BW0580_MARKER: B = BOLT
 BW0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0580_SP_SET: CONCRETE BLOCK
 BW0580_STAMPING: 46
 BW0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0580
 BW0580  HISTORY     - Date     Condition        Report By
 BW0580  HISTORY     - UNK      MONUMENTED       DOD
 BW0580  HISTORY     - 1938     GOOD             NGS
 BW0580
 BW0580                          STATION DESCRIPTION
 BW0580
 BW0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0580'3.0 MI NE FROM WATER PROOF.
 BW0580'P.B.M. IS CONCRETE BLOCK WITH IRON PIPE WITH BRASS CAP ON RIGHT BANK
 BW0580'OF MISS. RIVER IN TENSAS PARISH LA., 1/2 MILE ABOVE GOLDMANS LDG. 246
 BW0580'METERS LANDWARD FROM THE OLD LEVEE, AT A POINT 280 METERS UPSTREAM
 BW0580'FROM AN OLD RAMP.  7 METERS LANDSIDE AND UPSTREAM FROM A WIRE FENCE
 BW0580'AROUND THE UPSTREAM END OF A CULTIVATED FIELD.  IN DOWNSTREAM EDGE OF
 BW0580'A WOODED BOTTOM.  2 METERS UPSTREAM FROM AN OLD LOGGING ROAD IN WOODS,
 BW0580'WHICH LEADS TO AN OLD SAW MILL THAT WAS ONCE LOCATED BETWEEN P.B.M.
 BW0580'AND LEVEE.  TOP OF CAP IS 18 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0579 ***********************************************************************
 BW0579  DESIGNATION -  46 DIETZE CAP
 BW0579  PID         -  BW0579
 BW0579  STATE/COUNTY-  LA/TENSAS
 BW0579  USGS QUAD   -  CHAMBLEE (1994)
 BW0579
 BW0579                         *CURRENT SURVEY CONTROL
 BW0579  ___________________________________________________________________
 BW0579* NAD 83(1986)-  31 50 04.     (N)    091 21 22.     (W)     SCALED    
 BW0579* NAVD 88     -        19.76   (+/-2cm)      64.8    (feet)  VERTCON   
 BW0579  ___________________________________________________________________
 BW0579  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0579
 BW0579  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0579
 BW0579.The horizontal coordinates were scaled from a topographic map and have
 BW0579.an estimated accuracy of +/- 6 seconds.
 BW0579
 BW0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0579.The vertical order pertains to the NGVD 29 superseded value.
 BW0579
 BW0579.The geoid height was determined by GEOID03.
 BW0579
 BW0579;                    North         East    Units  Estimated Accuracy
 BW0579;SPC LA N     -   148,530.    1,108,270.      MT  (+/- 180 meters Scaled)
 BW0579
 BW0579                          SUPERSEDED SURVEY CONTROL
 BW0579
 BW0579  NGVD 29 (??/??/92)   19.772  (m)           64.87   (f) ADJ UNCH    1 2
 BW0579
 BW0579.Superseded values are not recommended for survey control.
 BW0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0579.See file dsdata.txt to determine how the superseded data were derived.
 BW0579
 BW0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR555232(NAD 83)
 BW0579_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0579_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0579_STAMPING: 46
 BW0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0579
 BW0579  HISTORY     - Date     Condition        Report By
 BW0579  HISTORY     - UNK      MONUMENTED       DOD
 BW0579  HISTORY     - 1938     GOOD             NGS
 BW0579
 BW0579                          STATION DESCRIPTION
 BW0579
 BW0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0579'3.0 MI NE FROM WATER PROOF.
 BW0579'P.B.M. IS CONCRETE BLOCK WITH IRON PIPE WITH BRASS CAP ON RIGHT BANK
 BW0579'OF MISS. RIVER IN TENSAS PARISH LA.  1/2 MILE ABOVE GOLDMANS LDG. 246
 BW0579'METERS LANDWARD FROM THE OLD LEVEE, AT A POINT 280 METERS UPSTREAM
 BW0579'FROM AN OLD RAMP.  7 METERS LANDSIDE AND UPSTREAM FROM A WIRE FENCE
 BW0579'AROUND THE UPSTREAM END OF A CULTIVATED FIELD.  IN DOWNSTREAM EDGE OF
 BW0579'A WOODED BOTTOM.  2 METERS UPSTREAM FROM AN OLD LOGGING ROAD IN WOODS,
 BW0579'WHICH LEADS TO AN OLD SAW MILL THAT WAS ONCE LOCATED BETWEEN P.B.M.
 BW0579'AND LEVEE.  TOP OF CAP IS 18 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3557 ***********************************************************************
 BJ3557  DESIGNATION -  46 V 1 LADH
 BJ3557  PID         -  BJ3557
 BJ3557  STATE/COUNTY-  LA/ST HELENA
 BJ3557  USGS QUAD   -  ROSELAND (1981)
 BJ3557
 BJ3557                         *CURRENT SURVEY CONTROL
 BJ3557  ___________________________________________________________________
 BJ3557* NAD 83(1986)-  30 49 29.     (N)    090 35 34.     (W)     SCALED    
 BJ3557* NAVD 88     -        80.082  (meters)     262.74   (feet)  ADJUSTED  
 BJ3557  ___________________________________________________________________
 BJ3557  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3557  DYNAMIC HT  -          79.979 (meters)     262.40  (feet)  COMP
 BJ3557  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ3557
 BJ3557  VERT ORDER  -  SECOND    CLASS I
 BJ3557
 BJ3557.The horizontal coordinates were scaled from a topographic map and have
 BJ3557.an estimated accuracy of +/- 6 seconds.
 BJ3557
 BJ3557.The orthometric height was determined by differential leveling
 BJ3557.and adjusted by the National Geodetic Survey in February 1994..
 BJ3557
 BJ3557.The geoid height was determined by GEOID03.
 BJ3557
 BJ3557.The dynamic height is computed by dividing the NAVD 88
 BJ3557.geopotential number by the normal gravity value computed on the
 BJ3557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3557.degrees latitude (g = 980.6199 gals.).
 BJ3557
 BJ3557.The modeled gravity was interpolated from observed gravity values.
 BJ3557
 BJ3557;                    North         East    Units  Estimated Accuracy
 BJ3557;SPC LA S     -   257,920.    1,070,860.      MT  (+/- 180 meters Scaled)
 BJ3557
 BJ3557                          SUPERSEDED SURVEY CONTROL
 BJ3557
 BJ3557.No superseded survey control is available for this station.
 BJ3557
 BJ3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ302126(NAD 83)
 BJ3557_MARKER: DB = BENCH MARK DISK
 BJ3557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3557_SP_SET: CONCRETE POST
 BJ3557_STAMPING: 46V1 1984
 BJ3557_MARK LOGO: LADH  
 BJ3557_PROJECTION: FLUSH
 BJ3557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3557+STABILITY: SURFACE MOTION
 BJ3557
 BJ3557  HISTORY     - Date     Condition        Report By
 BJ3557  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3557
 BJ3557                          STATION DESCRIPTION
 BJ3557
 BJ3557'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3557'7.4 KM (4.6 MI) EAST FROM GREENSBURG.
 BJ3557'ABOUT 7.4 KM (4.6 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3557'GREENSBURG TO THE BENCH MARK ON THE RIGHT EAST OF A GRAVEL DRIVE NEAR
 BJ3557'A BRICK MAILBOX STAND, 24.4 METERS (80 FT) SOUTH OF THE CENTER OF
 BJ3557'HIGHWAY 10, 24.1 METERS (79 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 BJ3557'CORNER OF THE BRICK MAILBOX STAND, 8.23 METERS (27 FT) EAST-SOUTHEAST
 BJ3557'OF THE CENTER OF A GRAVEL DRIVE, 3.4 METERS (11 FT) WEST OF A
 BJ3557'RIGHT-OF-WAY MARKER, AND 0.8 METER (2.5 FT) NORTH OF A 7-STRAND BARB
 BJ3557'WIRE FENCE.
 BJ3557'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3557'THE MARK IS 1.52 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3573 ***********************************************************************
 BJ3573  DESIGNATION -  46 V 10 LADH
 BJ3573  PID         -  BJ3573
 BJ3573  STATE/COUNTY-  LA/ST HELENA
 BJ3573  USGS QUAD   -  CHIPOLA (1984)
 BJ3573
 BJ3573                         *CURRENT SURVEY CONTROL
 BJ3573  ___________________________________________________________________
 BJ3573* NAD 83(1986)-  30 53 10.     (N)    090 48 39.     (W)     SCALED    
 BJ3573* NAVD 88     -        54.759  (meters)     179.66   (feet)  ADJUSTED  
 BJ3573  ___________________________________________________________________
 BJ3573  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3573  DYNAMIC HT  -          54.688 (meters)     179.42  (feet)  COMP
 BJ3573  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 BJ3573
 BJ3573  VERT ORDER  -  SECOND    CLASS I
 BJ3573
 BJ3573.The horizontal coordinates were scaled from a topographic map and have
 BJ3573.an estimated accuracy of +/- 6 seconds.
 BJ3573
 BJ3573.The orthometric height was determined by differential leveling
 BJ3573.and adjusted by the National Geodetic Survey in February 1994..
 BJ3573
 BJ3573.The geoid height was determined by GEOID03.
 BJ3573
 BJ3573.The dynamic height is computed by dividing the NAVD 88
 BJ3573.geopotential number by the normal gravity value computed on the
 BJ3573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3573.degrees latitude (g = 980.6199 gals.).
 BJ3573
 BJ3573.The modeled gravity was interpolated from observed gravity values.
 BJ3573
 BJ3573;                    North         East    Units  Estimated Accuracy
 BJ3573;SPC LA S     -   264,610.    1,049,960.      MT  (+/- 180 meters Scaled)
 BJ3573
 BJ3573                          SUPERSEDED SURVEY CONTROL
 BJ3573
 BJ3573.No superseded survey control is available for this station.
 BJ3573
 BJ3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ092190(NAD 83)
 BJ3573_MARKER: DB = BENCH MARK DISK
 BJ3573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3573_SP_SET: CONCRETE POST
 BJ3573_STAMPING: 46V10 1984
 BJ3573_MARK LOGO: LADH  
 BJ3573_PROJECTION: FLUSH
 BJ3573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3573+STABILITY: SURFACE MOTION
 BJ3573
 BJ3573  HISTORY     - Date     Condition        Report By
 BJ3573  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3573
 BJ3573                          STATION DESCRIPTION
 BJ3573
 BJ3573'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3573'15.3 KM (9.5 MI) NW FROM GREENSBURG.
 BJ3573'ABOUT 15.3 KM (9.5 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3573'GREENSBURG TO THE BENCH MARK ON THE RIGHT NEAR A GATE ENTRANCE,
 BJ3573'30.2 METERS (99 FT) NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 10,
 BJ3573'14 METERS (46 FT) EAST-NORTHEAST OF THE WEST END OF A CONCRETE SIDE
 BJ3573'DRAIN UNDER A GRAVEL DRIVE, 3.1 METERS (10 FT) WEST-NORTHWEST OF A
 BJ3573'GATE ENTRANCE, 0.9 METER (3 FT) SOUTH-SOUTHWEST OF A 5-STRAND BARB
 BJ3573'WIRE FENCE, AND 0.6 METER (2 FT) WEST-SOUTHWEST OF A RIGHT-OF-WAY
 BJ3573'MARKER.
 BJ3573'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3573'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3574 ***********************************************************************
 BJ3574  DESIGNATION -  46 V 11 LADH
 BJ3574  PID         -  BJ3574
 BJ3574  STATE/COUNTY-  LA/ST HELENA
 BJ3574  USGS QUAD   -  CHIPOLA (1984)
 BJ3574
 BJ3574                         *CURRENT SURVEY CONTROL
 BJ3574  ___________________________________________________________________
 BJ3574* NAD 83(1986)-  30 53 23.     (N)    090 49 20.     (W)     SCALED    
 BJ3574* NAVD 88     -        61.217  (meters)     200.84   (feet)  ADJUSTED  
 BJ3574  ___________________________________________________________________
 BJ3574  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3574  DYNAMIC HT  -          61.138 (meters)     200.58  (feet)  COMP
 BJ3574  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 BJ3574
 BJ3574  VERT ORDER  -  SECOND    CLASS I
 BJ3574
 BJ3574.The horizontal coordinates were scaled from a topographic map and have
 BJ3574.an estimated accuracy of +/- 6 seconds.
 BJ3574
 BJ3574.The orthometric height was determined by differential leveling
 BJ3574.and adjusted by the National Geodetic Survey in February 1994..
 BJ3574
 BJ3574.The geoid height was determined by GEOID03.
 BJ3574
 BJ3574.The dynamic height is computed by dividing the NAVD 88
 BJ3574.geopotential number by the normal gravity value computed on the
 BJ3574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3574.degrees latitude (g = 980.6199 gals.).
 BJ3574
 BJ3574.The modeled gravity was interpolated from observed gravity values.
 BJ3574
 BJ3574;                    North         East    Units  Estimated Accuracy
 BJ3574;SPC LA S     -   265,010.    1,048,870.      MT  (+/- 180 meters Scaled)
 BJ3574
 BJ3574                          SUPERSEDED SURVEY CONTROL
 BJ3574
 BJ3574.No superseded survey control is available for this station.
 BJ3574
 BJ3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ081194(NAD 83)
 BJ3574_MARKER: DB = BENCH MARK DISK
 BJ3574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3574_SP_SET: CONCRETE POST
 BJ3574_STAMPING: 46V11 1984
 BJ3574_MARK LOGO: LADH  
 BJ3574_PROJECTION: FLUSH
 BJ3574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3574+STABILITY: SURFACE MOTION
 BJ3574
 BJ3574  HISTORY     - Date     Condition        Report By
 BJ3574  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3574
 BJ3574                          STATION DESCRIPTION
 BJ3574
 BJ3574'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3574'16.6 KM (10.3 MI) NW FROM GREENSBURG.
 BJ3574'ABOUT 16.6 KM (10.3 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3574'IN GREENSBURG TO THE BENCH MARK ON THE LEFT, 0.2 KM (0.1 MI) WEST OF
 BJ3574'THE JUNCTION WITH STATE HIGHWAY 38, 81.1 METERS (266 FT)
 BJ3574'EAST-SOUTHEAST OF THE SOUTH END OF A CONCRETE CROSS DRAIN UNDER
 BJ3574'HIGHWAY 10, 27.7 METERS (91 FT) WEST-SOUTHWEST OF THE WEST END OF A
 BJ3574'CONCRETE SIDE DRAIN TO A GRAVEL DRIVE, 26.5 METERS (87 FT)
 BJ3574'EAST-SOUTHEAST OF POWER POLE NUMBER DN-30, 15.2 METERS (50 FT)
 BJ3574'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 10, AND 0.5 METER (1.5 FT)
 BJ3574'NORTH-NORTHEAST OF A 5-STRAND BARB WIRE FENCE.
 BJ3574'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 BJ3574'THE MARK IS 0.61 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3575 ***********************************************************************
 BJ3575  DESIGNATION -  46 V 12 LADH
 BJ3575  PID         -  BJ3575
 BJ3575  STATE/COUNTY-  LA/ST HELENA
 BJ3575  USGS QUAD   -  CHIPOLA (1984)
 BJ3575
 BJ3575                         *CURRENT SURVEY CONTROL
 BJ3575  ___________________________________________________________________
 BJ3575* NAD 83(1986)-  30 53 19.     (N)    090 50 40.     (W)     SCALED    
 BJ3575* NAVD 88     -        52.292  (meters)     171.56   (feet)  ADJUSTED  
 BJ3575  ___________________________________________________________________
 BJ3575  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3575  DYNAMIC HT  -          52.225 (meters)     171.34  (feet)  COMP
 BJ3575  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BJ3575
 BJ3575  VERT ORDER  -  SECOND    CLASS I
 BJ3575
 BJ3575.The horizontal coordinates were scaled from a topographic map and have
 BJ3575.an estimated accuracy of +/- 6 seconds.
 BJ3575
 BJ3575.The orthometric height was determined by differential leveling
 BJ3575.and adjusted by the National Geodetic Survey in February 1994..
 BJ3575
 BJ3575.The geoid height was determined by GEOID03.
 BJ3575
 BJ3575.The dynamic height is computed by dividing the NAVD 88
 BJ3575.geopotential number by the normal gravity value computed on the
 BJ3575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3575.degrees latitude (g = 980.6199 gals.).
 BJ3575
 BJ3575.The modeled gravity was interpolated from observed gravity values.
 BJ3575
 BJ3575;                    North         East    Units  Estimated Accuracy
 BJ3575;SPC LA S     -   264,870.    1,046,750.      MT  (+/- 180 meters Scaled)
 BJ3575
 BJ3575                          SUPERSEDED SURVEY CONTROL
 BJ3575
 BJ3575.No superseded survey control is available for this station.
 BJ3575
 BJ3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ060192(NAD 83)
 BJ3575_MARKER: DB = BENCH MARK DISK
 BJ3575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3575_SP_SET: CONCRETE POST
 BJ3575_STAMPING: 46V12 1984
 BJ3575_MARK LOGO: LADH  
 BJ3575_PROJECTION: FLUSH
 BJ3575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3575+STABILITY: SURFACE MOTION
 BJ3575
 BJ3575  HISTORY     - Date     Condition        Report By
 BJ3575  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3575
 BJ3575                          STATION DESCRIPTION
 BJ3575
 BJ3575'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3575'19 KM (11.8 MI) NW FROM GREENSBURG.
 BJ3575'ABOUT 19 KM (11.8 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3575'GREENSBURG TO THE AMITE RIVER BRIDGE WITH THE BENCH MARK SET NEAR THE
 BJ3575'SOUTHEAST CORNER OF THE BRIDGE, 9.4 METERS (31 FT) SOUTH-SOUTHEAST OF
 BJ3575'THE CENTER OF HIGHWAY 10, 7.9 METERS (26 FT) EAST-SOUTHEAST OF THE
 BJ3575'SOUTHEAST CORNER OF BRIDGE WINGWALL, AND 1.2 METERS (4 FT)
 BJ3575'EAST-NORTHEAST OF NORTHEAST CORNER OF A BLOCK WATER DATA COLLECTION
 BJ3575'SITE.
 BJ3575'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3575'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3624 ***********************************************************************
 BJ3624  DESIGNATION -  46 V 13
 BJ3624  PID         -  BJ3624
 BJ3624  STATE/COUNTY-  LA/ST HELENA
 BJ3624  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3624
 BJ3624                         *CURRENT SURVEY CONTROL
 BJ3624  ___________________________________________________________________
 BJ3624* NAD 83(1986)-  30 52 16.     (N)    090 47 28.     (W)     SCALED    
 BJ3624* NAVD 88     -        57.882  (meters)     189.90   (feet)  ADJUSTED  
 BJ3624  ___________________________________________________________________
 BJ3624  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3624  DYNAMIC HT  -          57.807 (meters)     189.66  (feet)  COMP
 BJ3624  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 BJ3624
 BJ3624  VERT ORDER  -  SECOND    CLASS I
 BJ3624
 BJ3624.The horizontal coordinates were scaled from a topographic map and have
 BJ3624.an estimated accuracy of +/- 6 seconds.
 BJ3624
 BJ3624.The orthometric height was determined by differential leveling
 BJ3624.and adjusted by the National Geodetic Survey in February 1994..
 BJ3624
 BJ3624.The geoid height was determined by GEOID03.
 BJ3624
 BJ3624.The dynamic height is computed by dividing the NAVD 88
 BJ3624.geopotential number by the normal gravity value computed on the
 BJ3624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3624.degrees latitude (g = 980.6199 gals.).
 BJ3624
 BJ3624.The modeled gravity was interpolated from observed gravity values.
 BJ3624
 BJ3624;                    North         East    Units  Estimated Accuracy
 BJ3624;SPC LA S     -   262,960.    1,051,860.      MT  (+/- 180 meters Scaled)
 BJ3624
 BJ3624                          SUPERSEDED SURVEY CONTROL
 BJ3624
 BJ3624.No superseded survey control is available for this station.
 BJ3624
 BJ3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ111174(NAD 83)
 BJ3624_MARKER: DB = BENCH MARK DISK
 BJ3624_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3624_SP_SET: BRIDGE ABUTMENT
 BJ3624_STAMPING: 46V13 1984
 BJ3624_MARK LOGO: LADH  
 BJ3624_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3624+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 BJ3624
 BJ3624  HISTORY     - Date     Condition        Report By
 BJ3624  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3624  HISTORY     - 19901001 GOOD             LADTD
 BJ3624
 BJ3624                          STATION DESCRIPTION
 BJ3624
 BJ3624'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3624'13.3 KM (8.3 MI) NW FROM GREENSBURG.
 BJ3624'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3624'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3624'ON HIGHWAY 448 FOR 1.1 KM (0.7 MI) TO THE BENCH MARK ON THE RIGHT,
 BJ3624'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF BRIDGE OVER BLACK
 BJ3624'CREEK, 7.6 METERS (25 FT) SOUTHEAST OF A 4 FT MESH FENCE, 4.6 METERS
 BJ3624'(15 FT) NORTHWEST OF THE CENTER OF HIGHWAY 448, AND 0.6 METER (2 FT)
 BJ3624'SOUTH OF THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT.
 BJ3624'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 BJ3624'THE MARK IS ABOVE LEVEL WITH HIGHWAY 448.
 BJ3624
 BJ3624                          STATION RECOVERY (1990)
 BJ3624
 BJ3624'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3624'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) EAST OF CLINTON, 6 MI
 BJ3624'(9.7 KM) NORTHWEST OF GREENSBURG AND 0.7 MI (1.1 KM) SOUTHWEST OF
 BJ3624'DARLINGTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3624'DEVELOPMENT. TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG GO
 BJ3624'WEST FOR 7.6 MI (12.2 KM) ON STATE HIGHWAY 10 TO THE JUNCTION WITH
 BJ3624'STATE HIGHWAY 448 AT DARLINGTON.  TURN LEFT AND GO SOUTH FOR 0.7 MI
 BJ3624'(1.1 KM) ON HIGHWAY 448 TO THE MARK ON THE RIGHT, CEMENTED IN A DRILL
 BJ3624'HOLE IN THE NORTHEAST CORNER OF A BRIDGE OVER BLACK CREEK. THE STATION
 BJ3624'IS 25.0 FT (7.6 M) SOUTHEAST FROM A 4 FT (1.2 M) HIGH MESH WIRE FENCE,
 BJ3624'15.0 FT (4.6 M) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 3.0 FT (0.9
 BJ3624'M) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED AND 2.0 FT (0.6
 BJ3624'M) SOUTH FROM THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT.  THE MARK
 BJ3624'IS FLUSH WITH THE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3625 ***********************************************************************
 BJ3625  DESIGNATION -  46 V 14
 BJ3625  PID         -  BJ3625
 BJ3625  STATE/COUNTY-  LA/ST HELENA
 BJ3625  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3625
 BJ3625                         *CURRENT SURVEY CONTROL
 BJ3625  ___________________________________________________________________
 BJ3625* NAD 83(1986)-  30 51 58.     (N)    090 48 22.     (W)     SCALED    
 BJ3625* NAVD 88     -        61.615  (meters)     202.15   (feet)  ADJUSTED  
 BJ3625  ___________________________________________________________________
 BJ3625  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3625  DYNAMIC HT  -          61.535 (meters)     201.89  (feet)  COMP
 BJ3625  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BJ3625
 BJ3625  VERT ORDER  -  SECOND    CLASS I
 BJ3625
 BJ3625.The horizontal coordinates were scaled from a topographic map and have
 BJ3625.an estimated accuracy of +/- 6 seconds.
 BJ3625
 BJ3625.The orthometric height was determined by differential leveling
 BJ3625.and adjusted by the National Geodetic Survey in February 1994..
 BJ3625
 BJ3625.The geoid height was determined by GEOID03.
 BJ3625
 BJ3625.The dynamic height is computed by dividing the NAVD 88
 BJ3625.geopotential number by the normal gravity value computed on the
 BJ3625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3625.degrees latitude (g = 980.6199 gals.).
 BJ3625
 BJ3625.The modeled gravity was interpolated from observed gravity values.
 BJ3625
 BJ3625;                    North         East    Units  Estimated Accuracy
 BJ3625;SPC LA S     -   262,400.    1,050,420.      MT  (+/- 180 meters Scaled)
 BJ3625
 BJ3625                          SUPERSEDED SURVEY CONTROL
 BJ3625
 BJ3625.No superseded survey control is available for this station.
 BJ3625
 BJ3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ097168(NAD 83)
 BJ3625_MARKER: DB = BENCH MARK DISK
 BJ3625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3625_SP_SET: CONCRETE POST
 BJ3625_STAMPING: 46V14 1984
 BJ3625_MARK LOGO: LADH  
 BJ3625_PROJECTION: FLUSH
 BJ3625_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3625+STABILITY: SURFACE MOTION
 BJ3625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3625+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 BJ3625
 BJ3625  HISTORY     - Date     Condition        Report By
 BJ3625  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3625  HISTORY     - 19901001 GOOD             LADTD
 BJ3625
 BJ3625                          STATION DESCRIPTION
 BJ3625
 BJ3625'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3625'14.9 KM (9.3 MI) NW FROM GREENSBURG.
 BJ3625'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3625'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3625'ON HIGHWAY 448 FOR 2.7 KM (1.65 MI) TO THE BENCH MARK ON THE RIGHT,
 BJ3625'ABOUT 0.08 KM (0.05 MI) WEST OF A GRAVEL ROAD LEADING SOUTH,
 BJ3625'13.1 METERS (43 FT) NORTH OF THE CENTER OF HIGHWAY 448, AND 2.7 METERS
 BJ3625'(9 FT) EAST OF POWER POLE NUMBER DS 21
 BJ3625'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 BJ3625'THE MARK IS ABOVE LEVEL WITH HIGHWAY 448.
 BJ3625
 BJ3625                          STATION RECOVERY (1990)
 BJ3625
 BJ3625'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3625'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) EAST OF CLINTON, 7 MI
 BJ3625'(11.3 KM) NORTHWEST OF GREENSBURG AND 1.65 MI (2.66 KM) SOUTHWEST OF
 BJ3625'DARLINGTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3625'DEVELOPMENT. TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG GO
 BJ3625'WEST FOR 7.6 MI (12.2 KM) ON STATE HIGHWAY 10 TO THE JUNCTION WITH
 BJ3625'STATE HIGHWAY 448 IN DARLINGTON.  TURN LEFT AND GO SOUTH FOR 1.65 MI
 BJ3625'(2.66 KM) ON HIGHWAY 448 TO THE MARK ON THE RIGHT, ABOUT 0.05 MI (0.08
 BJ3625'KM) WEST OF A GRAVEL ROAD LEADING SOUTH. THE STATION IS 43.0 FT (13.1
 BJ3625'M) NORTH FROM THE CENTER OF THE HIGHWAY, 9.0 FT (2.7 M) EAST FROM A
 BJ3625'POWER POLE NUMBER DS 21 AND 3.0 FT (0.9 M) SOUTH FROM A METAL WITNESS
 BJ3625'POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 BJ3625'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3626 ***********************************************************************
 BJ3626  DESIGNATION -  46 V 15
 BJ3626  PID         -  BJ3626
 BJ3626  STATE/COUNTY-  LA/ST HELENA
 BJ3626  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3626
 BJ3626                         *CURRENT SURVEY CONTROL
 BJ3626  ___________________________________________________________________
 BJ3626* NAD 83(1986)-  30 51 34.     (N)    090 49 07.     (W)     SCALED    
 BJ3626* NAVD 88     -        57.789  (meters)     189.60   (feet)  ADJUSTED  
 BJ3626  ___________________________________________________________________
 BJ3626  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3626  DYNAMIC HT  -          57.714 (meters)     189.35  (feet)  COMP
 BJ3626  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BJ3626
 BJ3626  VERT ORDER  -  SECOND    CLASS I
 BJ3626
 BJ3626.The horizontal coordinates were scaled from a topographic map and have
 BJ3626.an estimated accuracy of +/- 6 seconds.
 BJ3626
 BJ3626.The orthometric height was determined by differential leveling
 BJ3626.and adjusted by the National Geodetic Survey in February 1994..
 BJ3626
 BJ3626.The geoid height was determined by GEOID03.
 BJ3626
 BJ3626.The dynamic height is computed by dividing the NAVD 88
 BJ3626.geopotential number by the normal gravity value computed on the
 BJ3626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3626.degrees latitude (g = 980.6199 gals.).
 BJ3626
 BJ3626.The modeled gravity was interpolated from observed gravity values.
 BJ3626
 BJ3626;                    North         East    Units  Estimated Accuracy
 BJ3626;SPC LA S     -   261,650.    1,049,230.      MT  (+/- 180 meters Scaled)
 BJ3626
 BJ3626                          SUPERSEDED SURVEY CONTROL
 BJ3626
 BJ3626.No superseded survey control is available for this station.
 BJ3626
 BJ3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ085160(NAD 83)
 BJ3626_MARKER: DB = BENCH MARK DISK
 BJ3626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3626_SP_SET: CONCRETE POST
 BJ3626_STAMPING: 46V15 1984
 BJ3626_MARK LOGO: LADH  
 BJ3626_PROJECTION: FLUSH
 BJ3626_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3626+STABILITY: SURFACE MOTION
 BJ3626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3626+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 BJ3626
 BJ3626  HISTORY     - Date     Condition        Report By
 BJ3626  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3626  HISTORY     - 19901001 GOOD             LADTD
 BJ3626
 BJ3626                          STATION DESCRIPTION
 BJ3626
 BJ3626'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3626'16.4 KM (10.2 MI) WEST FROM GREENSBURG.
 BJ3626'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3626'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3626'ON HIGHWAY 448 FOR 4.1 KM (2.54 MI) TO THE BENCH MARK ON THE RIGHT,
 BJ3626'32.9 METERS (108 FT) NORTHEAST OF POWER POLE NUMBER DS 36, 13.7 METERS
 BJ3626'(45 FT) NORTHWEST OF THE CENTER OF HIGHWAY 448, AND 4.6 METERS (15 FT)
 BJ3626'NORTH OF THE EAST END OF A CONCRETE CULVERT UNDER A GRAVEL DRIVE.
 BJ3626'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3626'THE MARK IS ABOVE LEVEL WITH HIGHWAY 448.
 BJ3626
 BJ3626                          STATION RECOVERY (1990)
 BJ3626
 BJ3626'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3626'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) EAST OF CLINTON, 8 MI
 BJ3626'(12.9 KM) WEST-NORTHWEST OF GREENSBURG AND 2.5 MI (4.0 KM) SOUTHWEST
 BJ3626'OF DARLINGTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3626'DEVELOPMENT. TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG GO
 BJ3626'WEST FOR 7.6 MI (12.2 KM) ON STATE HIGHWAY 10 TO THE JUNCTION WITH
 BJ3626'STATE HIGHWAY 448 IN DARLINGTON.  TURN LEFT AND GO SOUTH FOR 2.5 MI
 BJ3626'(4.0 KM) ON HIGHWAY 448 TO THE MARK ON THE RIGHT. THE STATION IS 108.0
 BJ3626'FT (32.9 M) NORTHEAST FROM POWER POLE NUMBER DS 36, 45.0 FT (13.7 M)
 BJ3626'NORTHWEST FROM THE CENTER OF THE HIGHWAY, 15.0 FT (4.6 M) NORTH FROM
 BJ3626'THE EAST END OF A CONCRETE CULVERT UNDER A GRAVEL DRIVE, 2.0 FT (0.6
 BJ3626'M) EAST FROM A BARBED WIRE FENCE AND 2.0 FT (0.6 M) EAST FROM A METAL
 BJ3626'WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND
 BJ3626'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3627 ***********************************************************************
 BJ3627  DESIGNATION -  46 V 16
 BJ3627  PID         -  BJ3627
 BJ3627  STATE/COUNTY-  LA/ST HELENA
 BJ3627  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3627
 BJ3627                         *CURRENT SURVEY CONTROL
 BJ3627  ___________________________________________________________________
 BJ3627* NAD 83(1986)-  30 51 01.     (N)    090 49 20.     (W)     SCALED    
 BJ3627* NAVD 88     -        57.714  (meters)     189.35   (feet)  ADJUSTED  
 BJ3627  ___________________________________________________________________
 BJ3627  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3627  DYNAMIC HT  -          57.639 (meters)     189.10  (feet)  COMP
 BJ3627  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3627
 BJ3627  VERT ORDER  -  SECOND    CLASS I
 BJ3627
 BJ3627.The horizontal coordinates were scaled from a topographic map and have
 BJ3627.an estimated accuracy of +/- 6 seconds.
 BJ3627
 BJ3627.The orthometric height was determined by differential leveling
 BJ3627.and adjusted by the National Geodetic Survey in February 1994..
 BJ3627
 BJ3627.The geoid height was determined by GEOID03.
 BJ3627
 BJ3627.The dynamic height is computed by dividing the NAVD 88
 BJ3627.geopotential number by the normal gravity value computed on the
 BJ3627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3627.degrees latitude (g = 980.6199 gals.).
 BJ3627
 BJ3627.The modeled gravity was interpolated from observed gravity values.
 BJ3627
 BJ3627;                    North         East    Units  Estimated Accuracy
 BJ3627;SPC LA S     -   260,630.    1,048,890.      MT  (+/- 180 meters Scaled)
 BJ3627
 BJ3627                          SUPERSEDED SURVEY CONTROL
 BJ3627
 BJ3627.No superseded survey control is available for this station.
 BJ3627
 BJ3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ082150(NAD 83)
 BJ3627_MARKER: DB = BENCH MARK DISK
 BJ3627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3627_SP_SET: CONCRETE POST
 BJ3627_STAMPING: 46V16 1984
 BJ3627_MARK LOGO: LADH  
 BJ3627_PROJECTION: FLUSH
 BJ3627_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3627+STABILITY: SURFACE MOTION
 BJ3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3627+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 BJ3627
 BJ3627  HISTORY     - Date     Condition        Report By
 BJ3627  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3627  HISTORY     - 19901001 GOOD             LADTD
 BJ3627
 BJ3627                          STATION DESCRIPTION
 BJ3627
 BJ3627'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3627'17.3 KM (10.8 MI) WEST FROM GREENSBURG.
 BJ3627'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3627'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3627'ON HIGHWAY 448 FOR 5.1 KM (3.2 MI) TO THE BENCH MARK ON THE RIGHT,
 BJ3627'14.6 METERS (48 FT) WEST OF THE CENTER OF HIGHWAY 448, 1.8 METERS
 BJ3627'(6 FT) WEST-SOUTHWEST OF A TELEPHONE REPAIR BOX, 1.7 METERS (5.5 FT)
 BJ3627'NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND POWER POLE
 BJ3627'NUMBER DS 48.
 BJ3627'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3627'THE MARK IS 0.91 M ABOVE HIGHWAY 448.
 BJ3627
 BJ3627                          STATION RECOVERY (1990)
 BJ3627
 BJ3627'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3627'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF CLINTON, 8.5 MI
 BJ3627'(13.7 KM) WEST-NORTHWEST OF GREENSBURG AND 3.2 MI (5.1 KM) SOUTHWEST
 BJ3627'OF DARLINGTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3627'DEVELOPMENT. TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG GO
 BJ3627'WEST FOR 7.6 MI (12.2 KM) ON STATE HIGHWAY 10 TO THE JUNCTION WITH
 BJ3627'STATE HIGHWAY 448 IN DARLINGTON.  TURN LEFT AND GO SOUTH FOR 3.2 MI
 BJ3627'(5.1 KM) ON HIGHWAY 448 TO THE MARK ON THE RIGHT. THE STATION IS 48.0
 BJ3627'FT (14.6 M) WEST FROM THE CENTER OF THE HIGHWAY, 6.0 FT (1.8 M)
 BJ3627'WEST-SOUTHWEST FROM A TELEPHONE REPAIR BOX, 5.5 FT (1.7 M)
 BJ3627'NORTH-NORTHEAST FROM A POWER POLE NUMBER DS 48 WITH TRANSFORMER
 BJ3627'ATTACHED AND 1.5 FT (0.5 M) SOUTH FROM A METAL WITNESS POST WITH SIGN
 BJ3627'ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M)
 BJ3627'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3628 ***********************************************************************
 BJ3628  DESIGNATION -  46 V 17 LADH
 BJ3628  PID         -  BJ3628
 BJ3628  STATE/COUNTY-  LA/ST HELENA
 BJ3628  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3628
 BJ3628                         *CURRENT SURVEY CONTROL
 BJ3628  ___________________________________________________________________
 BJ3628* NAD 83(1986)-  30 51 00.     (N)    090 48 29.     (W)     SCALED    
 BJ3628* NAVD 88     -        56.832  (meters)     186.46   (feet)  ADJUSTED  
 BJ3628  ___________________________________________________________________
 BJ3628  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3628  DYNAMIC HT  -          56.758 (meters)     186.21  (feet)  COMP
 BJ3628  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3628
 BJ3628  VERT ORDER  -  SECOND    CLASS I
 BJ3628
 BJ3628.The horizontal coordinates were scaled from a topographic map and have
 BJ3628.an estimated accuracy of +/- 6 seconds.
 BJ3628
 BJ3628.The orthometric height was determined by differential leveling
 BJ3628.and adjusted by the National Geodetic Survey in February 1994..
 BJ3628
 BJ3628.The geoid height was determined by GEOID03.
 BJ3628
 BJ3628.The dynamic height is computed by dividing the NAVD 88
 BJ3628.geopotential number by the normal gravity value computed on the
 BJ3628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3628.degrees latitude (g = 980.6199 gals.).
 BJ3628
 BJ3628.The modeled gravity was interpolated from observed gravity values.
 BJ3628
 BJ3628;                    North         East    Units  Estimated Accuracy
 BJ3628;SPC LA S     -   260,610.    1,050,250.      MT  (+/- 180 meters Scaled)
 BJ3628
 BJ3628                          SUPERSEDED SURVEY CONTROL
 BJ3628
 BJ3628.No superseded survey control is available for this station.
 BJ3628
 BJ3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ096150(NAD 83)
 BJ3628_MARKER: DB = BENCH MARK DISK
 BJ3628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3628_SP_SET: CONCRETE POST
 BJ3628_STAMPING: 46V17 1984
 BJ3628_MARK LOGO: LADH  
 BJ3628_PROJECTION: FLUSH
 BJ3628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3628+STABILITY: SURFACE MOTION
 BJ3628
 BJ3628  HISTORY     - Date     Condition        Report By
 BJ3628  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3628
 BJ3628                          STATION DESCRIPTION
 BJ3628
 BJ3628'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3628'18.1 KM (11.7 MI) WEST FROM GREENSBURG.
 BJ3628'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3628'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3628'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI), THENCE EAST (LEFT) ON A GRAVEL
 BJ3628'ROAD FOR 1.3 KM (0.80 MI) TO THE BENCH MARK ON THE LEFT, 8.5 METERS
 BJ3628'(28 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD.
 BJ3628'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ3628'THE MARK IS 0.30 M ABOVE THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3629 ***********************************************************************
 BJ3629  DESIGNATION -  46 V 18 LADH
 BJ3629  PID         -  BJ3629
 BJ3629  STATE/COUNTY-  LA/ST HELENA
 BJ3629  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3629
 BJ3629                         *CURRENT SURVEY CONTROL
 BJ3629  ___________________________________________________________________
 BJ3629* NAD 83(1986)-  30 50 52.     (N)    090 47 49.     (W)     SCALED    
 BJ3629* NAVD 88     -        62.711  (meters)     205.74   (feet)  ADJUSTED  
 BJ3629  ___________________________________________________________________
 BJ3629  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3629  DYNAMIC HT  -          62.630 (meters)     205.48  (feet)  COMP
 BJ3629  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 BJ3629
 BJ3629  VERT ORDER  -  SECOND    CLASS I
 BJ3629
 BJ3629.The horizontal coordinates were scaled from a topographic map and have
 BJ3629.an estimated accuracy of +/- 6 seconds.
 BJ3629
 BJ3629.The orthometric height was determined by differential leveling
 BJ3629.and adjusted by the National Geodetic Survey in February 1994..
 BJ3629
 BJ3629.The geoid height was determined by GEOID03.
 BJ3629
 BJ3629.The dynamic height is computed by dividing the NAVD 88
 BJ3629.geopotential number by the normal gravity value computed on the
 BJ3629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3629.degrees latitude (g = 980.6199 gals.).
 BJ3629
 BJ3629.The modeled gravity was interpolated from observed gravity values.
 BJ3629
 BJ3629;                    North         East    Units  Estimated Accuracy
 BJ3629;SPC LA S     -   260,370.    1,051,310.      MT  (+/- 180 meters Scaled)
 BJ3629
 BJ3629                          SUPERSEDED SURVEY CONTROL
 BJ3629
 BJ3629.No superseded survey control is available for this station.
 BJ3629
 BJ3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ106148(NAD 83)
 BJ3629_MARKER: DB = BENCH MARK DISK
 BJ3629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3629_SP_SET: CONCRETE POST
 BJ3629_STAMPING: 46V18 1984
 BJ3629_MARK LOGO: LADH  
 BJ3629_PROJECTION: FLUSH
 BJ3629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3629+STABILITY: SURFACE MOTION
 BJ3629
 BJ3629  HISTORY     - Date     Condition        Report By
 BJ3629  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3629
 BJ3629                          STATION DESCRIPTION
 BJ3629
 BJ3629'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3629'19.1 KM (12.4 MI) WEST FROM GREENSBURG.
 BJ3629'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3629'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3629'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI), THENCE EAST (LEFT) ON A GRAVEL
 BJ3629'ROAD FOR 2.4 KM (1.5 MI) TO THE BENCH MARK ON THE RIGHT, 11 METERS
 BJ3629'(36 FT) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, AND 9.8 METERS
 BJ3629'(32 FT) WEST-NORTHWEST OF AN 18-INCH PINE.
 BJ3629'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3629'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3634 ***********************************************************************
 BJ3634  DESIGNATION -  46 V 19 LADH
 BJ3634  PID         -  BJ3634
 BJ3634  STATE/COUNTY-  LA/ST HELENA
 BJ3634  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3634
 BJ3634                         *CURRENT SURVEY CONTROL
 BJ3634  ___________________________________________________________________
 BJ3634* NAD 83(1986)-  30 50 10.     (N)    090 46 34.     (W)     SCALED    
 BJ3634* NAVD 88     -        85.575  (meters)     280.76   (feet)  ADJUSTED  
 BJ3634  ___________________________________________________________________
 BJ3634  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3634  DYNAMIC HT  -          85.464 (meters)     280.39  (feet)  COMP
 BJ3634  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ3634
 BJ3634  VERT ORDER  -  SECOND    CLASS I
 BJ3634
 BJ3634.The horizontal coordinates were scaled from a topographic map and have
 BJ3634.an estimated accuracy of +/- 6 seconds.
 BJ3634
 BJ3634.The orthometric height was determined by differential leveling
 BJ3634.and adjusted by the National Geodetic Survey in February 1994..
 BJ3634
 BJ3634.The geoid height was determined by GEOID03.
 BJ3634
 BJ3634.The dynamic height is computed by dividing the NAVD 88
 BJ3634.geopotential number by the normal gravity value computed on the
 BJ3634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3634.degrees latitude (g = 980.6199 gals.).
 BJ3634
 BJ3634.The modeled gravity was interpolated from observed gravity values.
 BJ3634
 BJ3634;                    North         East    Units  Estimated Accuracy
 BJ3634;SPC LA S     -   259,080.    1,053,310.      MT  (+/- 180 meters Scaled)
 BJ3634
 BJ3634                          SUPERSEDED SURVEY CONTROL
 BJ3634
 BJ3634.No superseded survey control is available for this station.
 BJ3634
 BJ3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ126135(NAD 83)
 BJ3634_MARKER: DB = BENCH MARK DISK
 BJ3634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3634_SP_SET: CONCRETE POST
 BJ3634_STAMPING: 46V19 1984
 BJ3634_MARK LOGO: LADH  
 BJ3634_PROJECTION: FLUSH
 BJ3634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3634+STABILITY: SURFACE MOTION
 BJ3634
 BJ3634  HISTORY     - Date     Condition        Report By
 BJ3634  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3634
 BJ3634                          STATION DESCRIPTION
 BJ3634
 BJ3634'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3634'22.7 KM (14.1 MI) WEST FROM GREENSBURG.
 BJ3634'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3634'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3634'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3634'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3634'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3634'ROAD FOR 1.4 KM (0.9 MI) TO THE BENCH MARK ON THE LEFT SET IN THE
 BJ3634'SOUTHEAST QUADRANT OF AN INTERSECTION, 18.3 METERS (60 FT) NORTHEAST
 BJ3634'OF A TELEPHONE JUNCTION BOX, 11 METERS (36 FT) EAST-NORTHEAST OF THE
 BJ3634'CENTER OF A GRAVEL ROAD, 8.8 METERS (29 FT) SOUTH OF THE CENTER OF THE
 BJ3634'BLACKTOP ROAD, AND 2.1 METERS (7 FT) SOUTHEAST OF A POWER POLE WITH
 BJ3634'TRANSFORMER.
 BJ3634'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3634'THE MARK IS ABOVE LEVEL WITH BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3560 ***********************************************************************
 BJ3560  DESIGNATION -  46 V 2 LADH
 BJ3560  PID         -  BJ3560
 BJ3560  STATE/COUNTY-  LA/ST HELENA
 BJ3560  USGS QUAD   -  GREENSBURG (1981)
 BJ3560
 BJ3560                         *CURRENT SURVEY CONTROL
 BJ3560  ___________________________________________________________________
 BJ3560* NAD 83(1986)-  30 49 30.     (N)    090 38 33.     (W)     SCALED    
 BJ3560* NAVD 88     -        50.536  (meters)     165.80   (feet)  ADJUSTED  
 BJ3560  ___________________________________________________________________
 BJ3560  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3560  DYNAMIC HT  -          50.470 (meters)     165.58  (feet)  COMP
 BJ3560  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ3560
 BJ3560  VERT ORDER  -  SECOND    CLASS I
 BJ3560
 BJ3560.The horizontal coordinates were scaled from a topographic map and have
 BJ3560.an estimated accuracy of +/- 6 seconds.
 BJ3560
 BJ3560.The orthometric height was determined by differential leveling
 BJ3560.and adjusted by the National Geodetic Survey in February 1994..
 BJ3560
 BJ3560.The geoid height was determined by GEOID03.
 BJ3560
 BJ3560.The dynamic height is computed by dividing the NAVD 88
 BJ3560.geopotential number by the normal gravity value computed on the
 BJ3560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3560.degrees latitude (g = 980.6199 gals.).
 BJ3560
 BJ3560.The modeled gravity was interpolated from observed gravity values.
 BJ3560
 BJ3560;                    North         East    Units  Estimated Accuracy
 BJ3560;SPC LA S     -   257,920.    1,066,100.      MT  (+/- 180 meters Scaled)
 BJ3560
 BJ3560                          SUPERSEDED SURVEY CONTROL
 BJ3560
 BJ3560.No superseded survey control is available for this station.
 BJ3560
 BJ3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ255125(NAD 83)
 BJ3560_MARKER: DB = BENCH MARK DISK
 BJ3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3560_SP_SET: CONCRETE POST
 BJ3560_STAMPING: 46V2 1984
 BJ3560_MARK LOGO: LADH  
 BJ3560_PROJECTION: FLUSH
 BJ3560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3560+STABILITY: SURFACE MOTION
 BJ3560
 BJ3560  HISTORY     - Date     Condition        Report By
 BJ3560  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3560
 BJ3560                          STATION DESCRIPTION
 BJ3560
 BJ3560'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3560'2.7 KM (1.7 MI) EAST FROM GREENSBURG.
 BJ3560'ABOUT 2.7 KM (1.69 MI) EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3560'IN GREENSBURG TO THE MARK ON THE LEFT, 54.3 METERS (178 FEET)
 BJ3560'WEST-SOUTHWEST FROM NORTHWEST END OF BRIDGE, 51.2 METERS (168 FEET)
 BJ3560'EAST-SOUTHEAST TO THE SOUTHEAST CORNER OF METAL CATTLEGUARD ON PRIVATE
 BJ3560'DRIVE, AND 19.2 METERS (63 FEET) NORTH-NORTHWEST OF CENTERLINE OF
 BJ3560'HIGHWAY 10.
 BJ3560'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3560'THE MARK IS 0.61 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3636 ***********************************************************************
 BJ3636  DESIGNATION -  46 V 20 LADH
 BJ3636  PID         -  BJ3636
 BJ3636  STATE/COUNTY-  LA/ST HELENA
 BJ3636  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3636
 BJ3636                         *CURRENT SURVEY CONTROL
 BJ3636  ___________________________________________________________________
 BJ3636* NAD 83(1986)-  30 49 01.     (N)    090 47 10.     (W)     SCALED    
 BJ3636* NAVD 88     -        71.105  (meters)     233.28   (feet)  ADJUSTED  
 BJ3636  ___________________________________________________________________
 BJ3636  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3636  DYNAMIC HT  -          71.013 (meters)     232.98  (feet)  COMP
 BJ3636  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ3636
 BJ3636  VERT ORDER  -  SECOND    CLASS I
 BJ3636
 BJ3636.The horizontal coordinates were scaled from a topographic map and have
 BJ3636.an estimated accuracy of +/- 6 seconds.
 BJ3636
 BJ3636.The orthometric height was determined by differential leveling
 BJ3636.and adjusted by the National Geodetic Survey in February 1994..
 BJ3636
 BJ3636.The geoid height was determined by GEOID03.
 BJ3636
 BJ3636.The dynamic height is computed by dividing the NAVD 88
 BJ3636.geopotential number by the normal gravity value computed on the
 BJ3636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3636.degrees latitude (g = 980.6199 gals.).
 BJ3636
 BJ3636.The modeled gravity was interpolated from observed gravity values.
 BJ3636
 BJ3636;                    North         East    Units  Estimated Accuracy
 BJ3636;SPC LA S     -   256,950.    1,052,360.      MT  (+/- 180 meters Scaled)
 BJ3636
 BJ3636                          SUPERSEDED SURVEY CONTROL
 BJ3636
 BJ3636.No superseded survey control is available for this station.
 BJ3636
 BJ3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ117114(NAD 83)
 BJ3636_MARKER: DB = BENCH MARK DISK
 BJ3636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3636_SP_SET: CONCRETE POST
 BJ3636_STAMPING: 46V20 1984
 BJ3636_MARK LOGO: LADH  
 BJ3636_PROJECTION: FLUSH
 BJ3636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3636+STABILITY: SURFACE MOTION
 BJ3636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3636+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 BJ3636
 BJ3636  HISTORY     - Date     Condition        Report By
 BJ3636  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3636  HISTORY     - 20060725 GOOD             SKW
 BJ3636
 BJ3636                          STATION DESCRIPTION
 BJ3636
 BJ3636'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3636'26.1 KM (16.2 MI) WEST FROM GREENSBURG.
 BJ3636'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3636'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3636'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3636'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3636'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3636'ROAD FOR 3.3 KM (2.05 MI) TO THE JUNCTION WITH ANOTHER BLACKTOP ROAD,
 BJ3636'THENCE WEST (RIGHT) ON THE BLACKTOP ROAD FOR 1.6 KM (1 MI) TO THE
 BJ3636'BENCH MARK ON THE RIGHT SET NEAR A FENCE CORNER, 35.7 METERS (117 FT)
 BJ3636'SOUTH OF A POWER POLE WITH SECURITY LIGHT, 19.5 METERS (64 FT)
 BJ3636'SOUTHWEST OF A 14-INCH PECAN TREE, 11 METERS (36 FT) NORTHWEST OF THE
 BJ3636'CENTER OF THE BLACKTOP ROAD, AND 0.9 METER (3 FT) SOUTHWEST OF A FENCE
 BJ3636'CORNER.
 BJ3636'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3636'THE MARK IS ABOVE LEVEL WITH BLACKTOP ROAD.
 BJ3636
 BJ3636                          STATION RECOVERY (2006)
 BJ3636
 BJ3636'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2006 (CMC)
 BJ3636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3637 ***********************************************************************
 BJ3637  DESIGNATION -  46 V 21 LADH
 BJ3637  PID         -  BJ3637
 BJ3637  STATE/COUNTY-  LA/ST HELENA
 BJ3637  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3637
 BJ3637                         *CURRENT SURVEY CONTROL
 BJ3637  ___________________________________________________________________
 BJ3637* NAD 83(1986)-  30 48 39.     (N)    090 47 29.     (W)     SCALED    
 BJ3637* NAVD 88     -        75.349  (meters)     247.21   (feet)  ADJUSTED  
 BJ3637  ___________________________________________________________________
 BJ3637  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3637  DYNAMIC HT  -          75.252 (meters)     246.89  (feet)  COMP
 BJ3637  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BJ3637
 BJ3637  VERT ORDER  -  SECOND    CLASS I
 BJ3637
 BJ3637.The horizontal coordinates were scaled from a topographic map and have
 BJ3637.an estimated accuracy of +/- 6 seconds.
 BJ3637
 BJ3637.The orthometric height was determined by differential leveling
 BJ3637.and adjusted by the National Geodetic Survey in February 1994..
 BJ3637
 BJ3637.The geoid height was determined by GEOID03.
 BJ3637
 BJ3637.The dynamic height is computed by dividing the NAVD 88
 BJ3637.geopotential number by the normal gravity value computed on the
 BJ3637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3637.degrees latitude (g = 980.6199 gals.).
 BJ3637
 BJ3637.The modeled gravity was interpolated from observed gravity values.
 BJ3637
 BJ3637;                    North         East    Units  Estimated Accuracy
 BJ3637;SPC LA S     -   256,270.    1,051,860.      MT  (+/- 180 meters Scaled)
 BJ3637
 BJ3637                          SUPERSEDED SURVEY CONTROL
 BJ3637
 BJ3637.No superseded survey control is available for this station.
 BJ3637
 BJ3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ112107(NAD 83)
 BJ3637_MARKER: DB = BENCH MARK DISK
 BJ3637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3637_SP_SET: CONCRETE POST
 BJ3637_STAMPING: 46V21 1984
 BJ3637_MARK LOGO: LADH  
 BJ3637_PROJECTION: FLUSH
 BJ3637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3637+STABILITY: SURFACE MOTION
 BJ3637
 BJ3637  HISTORY     - Date     Condition        Report By
 BJ3637  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3637
 BJ3637                          STATION DESCRIPTION
 BJ3637
 BJ3637'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3637'27.2 KM (16.9 MI) WEST FROM GREENSBURG.
 BJ3637'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3637'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3637'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3637'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3637'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3637'ROAD FOR 3.3 KM (2.05 MI) TO THE JUNCTION WITH ANOTHER BLACKTOP ROAD,
 BJ3637'THENCE WEST (RIGHT) ON THE BLACKTOP ROAD FOR 2 KM (1.25 MI) TO THE
 BJ3637'JUNCTION WITH A GRAVEL T-ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD
 BJ3637'FOR 0.6 KM (0.4 MI) TO THE BENCH MARK ON THE LEFT NEAR A SIDE ROAD
 BJ3637'LEADING EAST, 24.1 METERS (79 FT) NORTHEAST OF POWER POLE NUMBER
 BJ3637'DS6-53-20, 6.7 METERS (22 FT) EAST OF THE CENTER OF THE NORTH-SOUTH
 BJ3637'GRAVEL ROAD, AND 6.4 METERS (21 FT) SOUTHWEST OF THE CENTER OF A
 BJ3637'GRAVEL ROAD LEADING EAST.
 BJ3637'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3637'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3597 ***********************************************************************
 BJ3597  DESIGNATION -  46 V 22 LADH
 BJ3597  PID         -  BJ3597
 BJ3597  STATE/COUNTY-  LA/ST HELENA
 BJ3597  USGS QUAD   -  CHIPOLA (1984)
 BJ3597
 BJ3597                         *CURRENT SURVEY CONTROL
 BJ3597  ___________________________________________________________________
 BJ3597* NAD 83(1986)-  30 54 43.     (N)    090 48 37.     (W)     SCALED    
 BJ3597* NAVD 88     -        72.540  (meters)     237.99   (feet)  ADJUSTED  
 BJ3597  ___________________________________________________________________
 BJ3597  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3597  DYNAMIC HT  -          72.447 (meters)     237.69  (feet)  COMP
 BJ3597  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 BJ3597
 BJ3597  VERT ORDER  -  SECOND    CLASS I
 BJ3597
 BJ3597.The horizontal coordinates were scaled from a topographic map and have
 BJ3597.an estimated accuracy of +/- 6 seconds.
 BJ3597
 BJ3597.The orthometric height was determined by differential leveling
 BJ3597.and adjusted by the National Geodetic Survey in February 1994..
 BJ3597
 BJ3597.The geoid height was determined by GEOID03.
 BJ3597
 BJ3597.The dynamic height is computed by dividing the NAVD 88
 BJ3597.geopotential number by the normal gravity value computed on the
 BJ3597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3597.degrees latitude (g = 980.6199 gals.).
 BJ3597
 BJ3597.The modeled gravity was interpolated from observed gravity values.
 BJ3597
 BJ3597;                    North         East    Units  Estimated Accuracy
 BJ3597;SPC LA S     -   267,480.    1,050,000.      MT  (+/- 180 meters Scaled)
 BJ3597
 BJ3597                          SUPERSEDED SURVEY CONTROL
 BJ3597
 BJ3597.No superseded survey control is available for this station.
 BJ3597
 BJ3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ092218(NAD 83)
 BJ3597_MARKER: DB = BENCH MARK DISK
 BJ3597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3597_SP_SET: CONCRETE POST
 BJ3597_STAMPING: 46V22 1984
 BJ3597_MARK LOGO: LADH  
 BJ3597_PROJECTION: FLUSH
 BJ3597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3597+STABILITY: SURFACE MOTION
 BJ3597
 BJ3597  HISTORY     - Date     Condition        Report By
 BJ3597  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3597
 BJ3597                          STATION DESCRIPTION
 BJ3597
 BJ3597'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3597'19.2 KM (11.9 MI) NW FROM GREENSBURG.
 BJ3597'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3597'16.6 KM (10.3 MILES) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 10 IN
 BJ3597'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 2.6 KM
 BJ3597'(1.6 MI) TO THE STATION ON THE RIGHT, 30.5 METERS (100 FT)
 BJ3597'SOUTH-SOUTHEAST FROM THE SOUTH END OF A METAL CULVERT, 12.2 METERS
 BJ3597'(40 FT)EAST OF THE CENTER OF HIGHWAY 38, 2.6 METERS (8.5 FT) NORTH OF
 BJ3597'A POWER POLE WITH A TRANSFORMER ATTACHED, AND 0.3 METER (1 FOOT) WEST
 BJ3597'OF A BARBED WIRE FENCE.
 BJ3597'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ3597'THE MARK IS 0.30 M BELOW HIGHWAY 38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3598 ***********************************************************************
 BJ3598  DESIGNATION -  46 V 23
 BJ3598  PID         -  BJ3598
 BJ3598  STATE/COUNTY-  LA/ST HELENA
 BJ3598  USGS QUAD   -  CHIPOLA (1984)
 BJ3598
 BJ3598                         *CURRENT SURVEY CONTROL
 BJ3598  ___________________________________________________________________
 BJ3598* NAD 83(1986)-  30 55 19.     (N)    090 48 12.     (W)     SCALED    
 BJ3598* NAVD 88     -        71.026  (meters)     233.02   (feet)  ADJUSTED  
 BJ3598  ___________________________________________________________________
 BJ3598  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ3598  DYNAMIC HT  -          70.934 (meters)     232.72  (feet)  COMP
 BJ3598  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ3598
 BJ3598  VERT ORDER  -  SECOND    CLASS I
 BJ3598
 BJ3598.The horizontal coordinates were scaled from a topographic map and have
 BJ3598.an estimated accuracy of +/- 6 seconds.
 BJ3598
 BJ3598.The orthometric height was determined by differential leveling
 BJ3598.and adjusted by the National Geodetic Survey in February 1994..
 BJ3598
 BJ3598.The geoid height was determined by GEOID03.
 BJ3598
 BJ3598.The dynamic height is computed by dividing the NAVD 88
 BJ3598.geopotential number by the normal gravity value computed on the
 BJ3598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3598.degrees latitude (g = 980.6199 gals.).
 BJ3598
 BJ3598.The modeled gravity was interpolated from observed gravity values.
 BJ3598
 BJ3598;                    North         East    Units  Estimated Accuracy
 BJ3598;SPC LA S     -   268,590.    1,050,660.      MT  (+/- 180 meters Scaled)
 BJ3598
 BJ3598                          SUPERSEDED SURVEY CONTROL
 BJ3598
 BJ3598.No superseded survey control is available for this station.
 BJ3598
 BJ3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ099230(NAD 83)
 BJ3598_MARKER: DB = BENCH MARK DISK
 BJ3598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3598_SP_SET: CONCRETE POST
 BJ3598_STAMPING: 46V23 1984
 BJ3598_MARK LOGO: LADH  
 BJ3598_PROJECTION: FLUSH
 BJ3598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3598+STABILITY: SURFACE MOTION
 BJ3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3598+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3598
 BJ3598  HISTORY     - Date     Condition        Report By
 BJ3598  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3598  HISTORY     - 1985     GOOD             LADTD
 BJ3598  HISTORY     - 19890524 GOOD             LADTD
 BJ3598
 BJ3598                          STATION DESCRIPTION
 BJ3598
 BJ3598'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3598'20.5 KM (13.7 MI) NW FROM GREENSBURG.
 BJ3598'THE MARK IS 0.30 M BELOW HIGHWAY 38.
 BJ3598'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3598'16.6 KM (10.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 10 IN
 BJ3598'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 3.9 KM
 BJ3598'(2.4 MI) TO THE STATION ON THE RIGHT, AT THE JUNCTION OF STATE
 BJ3598'HIGHWAYS 38 AND 432 IN CHIPOLA, 32.3 METERS (106 FT) SOUTH OF A POWER
 BJ3598'POLE WITH SECURITY LIGHT ATTACHED, 18.7 METERS (61.5 FT)
 BJ3598'WEST-NORTHWEST OF A 24-INCH RED OAK TREE, 13.6 METERS (44.5 FT)
 BJ3598'NORTHEAST OF THE EAST END OF A METAL CULVERT, AND 10.8 METERS
 BJ3598'(35.5 FT) SOUTHEAST OF THE CENTER OF HIGHWAY 38.
 BJ3598'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3598
 BJ3598                          STATION RECOVERY (1985)
 BJ3598
 BJ3598'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3598'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS.  AT THE JUNCTION
 BJ3598'OF STATE HIGHWAY 38 AND STATE HIGHWAY 432 IN CHIPOLA, 18.6 METERS
 BJ3598'(61 FT) WEST NORTHWEST OF A 30 INCH OAK TREE, 13.4 METERS (44 FT) EAST
 BJ3598'NORTHEAST OF THE EAST END OF A METAL CULVERT UNDER STATE HIGHWAY 38,
 BJ3598'10.5 METERS (34.5 FT) SOUTH SOUTHEAST OF THE CENTERLINE OF STATE AND
 BJ3598'HIGHWAY 38.
 BJ3598'THE MARK IS 0.50 METERS  N FROM A WITNESS POST.
 BJ3598
 BJ3598                          STATION RECOVERY (1989)
 BJ3598
 BJ3598'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3598'THE STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAYS 38 AND
 BJ3598'432 IN CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3598'DEVELOPMENT,  18.6 M (61.0 FT) WEST-NORTHWEST FROM A 30-INCH OAK
 BJ3598'TREE, 13.4 M (44.0 FT) EAST-NORTHEAST FROM THE EAST END OF A METAL
 BJ3598'CULVERT UNDER HIGHWAY 38, 10.5 M (34.4 FT) SOUTH-SOUTHEAST FROM THE
 BJ3598'CENTER OF THE JUNCTION OF THE TWO HIGHWAYS AND 0.5 M (1.6 FT) NORTH
 BJ3598'FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH
 BJ3598'THE GROUND AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3603 ***********************************************************************
 BJ3603  DESIGNATION -  46 V 24 LADH
 BJ3603  PID         -  BJ3603
 BJ3603  STATE/COUNTY-  LA/ST HELENA
 BJ3603  USGS QUAD   -  CHIPOLA (1984)
 BJ3603
 BJ3603                         *CURRENT SURVEY CONTROL
 BJ3603  ___________________________________________________________________
 BJ3603* NAD 83(1986)-  30 56 01.     (N)    090 49 48.     (W)     SCALED    
 BJ3603* NAVD 88     -        79.291  (meters)     260.14   (feet)  ADJUSTED  
 BJ3603  ___________________________________________________________________
 BJ3603  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3603  DYNAMIC HT  -          79.189 (meters)     259.81  (feet)  COMP
 BJ3603  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BJ3603
 BJ3603  VERT ORDER  -  SECOND    CLASS I
 BJ3603
 BJ3603.The horizontal coordinates were scaled from a topographic map and have
 BJ3603.an estimated accuracy of +/- 6 seconds.
 BJ3603
 BJ3603.The orthometric height was determined by differential leveling
 BJ3603.and adjusted by the National Geodetic Survey in February 1994..
 BJ3603
 BJ3603.The geoid height was determined by GEOID03.
 BJ3603
 BJ3603.The dynamic height is computed by dividing the NAVD 88
 BJ3603.geopotential number by the normal gravity value computed on the
 BJ3603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3603.degrees latitude (g = 980.6199 gals.).
 BJ3603
 BJ3603.The modeled gravity was interpolated from observed gravity values.
 BJ3603
 BJ3603;                    North         East    Units  Estimated Accuracy
 BJ3603;SPC LA S     -   269,870.    1,048,110.      MT  (+/- 180 meters Scaled)
 BJ3603
 BJ3603                          SUPERSEDED SURVEY CONTROL
 BJ3603
 BJ3603.No superseded survey control is available for this station.
 BJ3603
 BJ3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ073242(NAD 83)
 BJ3603_MARKER: DB = BENCH MARK DISK
 BJ3603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3603_SP_SET: CONCRETE POST
 BJ3603_STAMPING: 46V24 1984
 BJ3603_MARK LOGO: LADH  
 BJ3603_PROJECTION: FLUSH
 BJ3603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3603+STABILITY: SURFACE MOTION
 BJ3603
 BJ3603  HISTORY     - Date     Condition        Report By
 BJ3603  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3603
 BJ3603                          STATION DESCRIPTION
 BJ3603
 BJ3603'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3603'23.4 KM (14.5 MI) NW FROM GREENSBURG.
 BJ3603'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3603'16.6 KM (10.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 10 IN
 BJ3603'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 3.9 KM
 BJ3603'(2.4 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 432 IN CHIPOLA,
 BJ3603'THENCE LEFT (NORTHWEST) ON HIGHWAY 432 FOR 2.9 KM (1.8 MI) TO THE
 BJ3603'STATION ON THE LEFT, NEAR THE PIPELINE GROCERY, 39.5 METERS (129.5 FT)
 BJ3603'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE STORE, 32.3 METERS
 BJ3603'(106 FT) WEST OF A POWER POLE WITH A FLOOD LIGHT ATTACHED, 14.3 METERS
 BJ3603'(47 FT) SOUTH OF THE CENTER OF HIGHWAY 432, AND 1.5 METERS (5 FT)
 BJ3603'WEST-NORTHWEST OF A FENCE CORNER.
 BJ3603'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3603'THE MARK IS 0.30 M ABOVE HIGHWAY 432.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3604 ***********************************************************************
 BJ3604  DESIGNATION -  46 V 25 LADH
 BJ3604  PID         -  BJ3604
 BJ3604  STATE/COUNTY-  LA/ST HELENA
 BJ3604  USGS QUAD   -  CHIPOLA (1984)
 BJ3604
 BJ3604                         *CURRENT SURVEY CONTROL
 BJ3604  ___________________________________________________________________
 BJ3604* NAD 83(1986)-  30 56 33.     (N)    090 50 24.     (W)     SCALED    
 BJ3604* NAVD 88     -        78.701  (meters)     258.20   (feet)  ADJUSTED  
 BJ3604  ___________________________________________________________________
 BJ3604  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3604  DYNAMIC HT  -          78.600 (meters)     257.87  (feet)  COMP
 BJ3604  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 BJ3604
 BJ3604  VERT ORDER  -  SECOND    CLASS I
 BJ3604
 BJ3604.The horizontal coordinates were scaled from a topographic map and have
 BJ3604.an estimated accuracy of +/- 6 seconds.
 BJ3604
 BJ3604.The orthometric height was determined by differential leveling
 BJ3604.and adjusted by the National Geodetic Survey in February 1994..
 BJ3604
 BJ3604.The geoid height was determined by GEOID03.
 BJ3604
 BJ3604.The dynamic height is computed by dividing the NAVD 88
 BJ3604.geopotential number by the normal gravity value computed on the
 BJ3604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3604.degrees latitude (g = 980.6199 gals.).
 BJ3604
 BJ3604.The modeled gravity was interpolated from observed gravity values.
 BJ3604
 BJ3604;                    North         East    Units  Estimated Accuracy
 BJ3604;SPC LA S     -   270,850.    1,047,150.      MT  (+/- 180 meters Scaled)
 BJ3604
 BJ3604                          SUPERSEDED SURVEY CONTROL
 BJ3604
 BJ3604.No superseded survey control is available for this station.
 BJ3604
 BJ3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ063252(NAD 83)
 BJ3604_MARKER: DB = BENCH MARK DISK
 BJ3604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3604_SP_SET: CONCRETE POST
 BJ3604_STAMPING: 46V25 1984
 BJ3604_MARK LOGO: LADH  
 BJ3604_PROJECTION: FLUSH
 BJ3604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3604+STABILITY: SURFACE MOTION
 BJ3604
 BJ3604  HISTORY     - Date     Condition        Report By
 BJ3604  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3604
 BJ3604                          STATION DESCRIPTION
 BJ3604
 BJ3604'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3604'24.7 KM (15.3 MI) NW FROM GREENSBURG.
 BJ3604'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3604'16.6 KM (10.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 10 AND 38 IN
 BJ3604'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 3.9 KM
 BJ3604'(2.4 MI) TO THE JUNCTION OF STATE HIGHWAYS 432 AND 38 IN CHIPOLA,
 BJ3604'THENCE LEFT (NORTHWEST) ON HIGHWAY 432 FOR 4.2 KM (2.6 MI) TO THE
 BJ3604'STATION ON THE RIGHT, ON TOP OF A HILL, 19.5 METERS (64 FT)
 BJ3604'NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 432, 19.1 METERS (62.5 FT)
 BJ3604'WEST-NORTHWEST OF A POWER POLE, 13.7 METERS (45 FT) WEST-NORTHWEST OF
 BJ3604'A GRAVEL DRIVE, 2.1 METERS (7 FT) WEST-NORTHWEST OF A RIGHT-OF-WAY
 BJ3604'MARKER, AND 0.8 METER (2.5 FT) NORTHEAST OF A FENCE CORNER.
 BJ3604'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3604'THE MARK IS 2.1 M ABOVE HIGHWAY 432.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3605 ***********************************************************************
 BJ3605  DESIGNATION -  46 V 26 LADH
 BJ3605  PID         -  BJ3605
 BJ3605  STATE/COUNTY-  LA/ST HELENA
 BJ3605  USGS QUAD   -  CHIPOLA (1984)
 BJ3605
 BJ3605                         *CURRENT SURVEY CONTROL
 BJ3605  ___________________________________________________________________
 BJ3605* NAD 83(1986)-  30 56 44.     (N)    090 51 08.     (W)     SCALED    
 BJ3605* NAVD 88     -        58.821  (meters)     192.98   (feet)  ADJUSTED  
 BJ3605  ___________________________________________________________________
 BJ3605  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3605  DYNAMIC HT  -          58.746 (meters)     192.74  (feet)  COMP
 BJ3605  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BJ3605
 BJ3605  VERT ORDER  -  SECOND    CLASS I
 BJ3605
 BJ3605.The horizontal coordinates were scaled from a topographic map and have
 BJ3605.an estimated accuracy of +/- 6 seconds.
 BJ3605
 BJ3605.The orthometric height was determined by differential leveling
 BJ3605.and adjusted by the National Geodetic Survey in February 1994..
 BJ3605
 BJ3605.The geoid height was determined by GEOID03.
 BJ3605
 BJ3605.The dynamic height is computed by dividing the NAVD 88
 BJ3605.geopotential number by the normal gravity value computed on the
 BJ3605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3605.degrees latitude (g = 980.6199 gals.).
 BJ3605
 BJ3605.The modeled gravity was interpolated from observed gravity values.
 BJ3605
 BJ3605;                    North         East    Units  Estimated Accuracy
 BJ3605;SPC LA S     -   271,190.    1,045,980.      MT  (+/- 180 meters Scaled)
 BJ3605
 BJ3605                          SUPERSEDED SURVEY CONTROL
 BJ3605
 BJ3605.No superseded survey control is available for this station.
 BJ3605
 BJ3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ051255(NAD 83)
 BJ3605_MARKER: DB = BENCH MARK DISK
 BJ3605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3605_SP_SET: ABUTMENT
 BJ3605_STAMPING: 46V26 1984
 BJ3605_MARK LOGO: LADH  
 BJ3605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3605+STABILITY: SURFACE MOTION
 BJ3605
 BJ3605  HISTORY     - Date     Condition        Report By
 BJ3605  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3605
 BJ3605                          STATION DESCRIPTION
 BJ3605
 BJ3605'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3605'24.7 KM (15.3 MI) NW FROM GREENSBURG.
 BJ3605'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3605'16.6 KM (10.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 10 AND 38 IN
 BJ3605'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 3.9 KM
 BJ3605'(2.4 MI) TO THE JUNCTION OF STATE HIGHWAYS 432 AND 38 IN CHIPOLA,
 BJ3605'THENCE LEFT (NORTHWEST) ON HIGHWAY 432 FOR 4.2 KM (2.6 MI) TO THE
 BJ3605'STATION ON THE RIGHT, IN THE SOUTHEAST END OF A BRIDGES, 27.1 METERS
 BJ3605'(89 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 5.2 METERS (17 FT)
 BJ3605'NORTHEAST OF THE CENTER OF HIGHWAY 432,AND 4.3 METERS (14 FT)NORTHWEST
 BJ3605'OF THE NORTHEAST END OF A BRIDGE ABUTTMENT.
 BJ3605'THE MARK IS 5.03 METERS  W FROM A WITNESS POST.
 BJ3605'THE MARK IS 0.76 M ABOVE HIGHWAY 432.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3647 ***********************************************************************
 BJ3647  DESIGNATION -  46 V 27 LADH
 BJ3647  PID         -  BJ3647
 BJ3647  STATE/COUNTY-  LA/ST HELENA
 BJ3647  USGS QUAD   -  PINE GROVE (1980)
 BJ3647
 BJ3647                         *CURRENT SURVEY CONTROL
 BJ3647  ___________________________________________________________________
 BJ3647* NAD 83(1986)-  30 44 47.     (N)    090 50 01.     (W)     SCALED    
 BJ3647* NAVD 88     -        36.850  (meters)     120.90   (feet)  ADJUSTED  
 BJ3647  ___________________________________________________________________
 BJ3647  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3647  DYNAMIC HT  -          36.802 (meters)     120.74  (feet)  COMP
 BJ3647  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ3647
 BJ3647  VERT ORDER  -  SECOND    CLASS I
 BJ3647
 BJ3647.The horizontal coordinates were scaled from a topographic map and have
 BJ3647.an estimated accuracy of +/- 6 seconds.
 BJ3647
 BJ3647.The orthometric height was determined by differential leveling
 BJ3647.and adjusted by the National Geodetic Survey in February 1994..
 BJ3647
 BJ3647.The geoid height was determined by GEOID03.
 BJ3647
 BJ3647.The dynamic height is computed by dividing the NAVD 88
 BJ3647.geopotential number by the normal gravity value computed on the
 BJ3647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3647.degrees latitude (g = 980.6199 gals.).
 BJ3647
 BJ3647.The modeled gravity was interpolated from observed gravity values.
 BJ3647
 BJ3647;                    North         East    Units  Estimated Accuracy
 BJ3647;SPC LA S     -   249,110.    1,047,850.      MT  (+/- 180 meters Scaled)
 BJ3647
 BJ3647                          SUPERSEDED SURVEY CONTROL
 BJ3647
 BJ3647.No superseded survey control is available for this station.
 BJ3647
 BJ3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ073035(NAD 83)
 BJ3647_MARKER: DB = BENCH MARK DISK
 BJ3647_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3647_SP_SET: WINGWALL
 BJ3647_STAMPING: 46V27 1984
 BJ3647_MARK LOGO: LADH  
 BJ3647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3647+STABILITY: SURFACE MOTION
 BJ3647
 BJ3647  HISTORY     - Date     Condition        Report By
 BJ3647  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3647
 BJ3647                          STATION DESCRIPTION
 BJ3647
 BJ3647'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3647'21.7 KM (13.5 MI) SW FROM GREENSBURG.
 BJ3647'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3647'0.3 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAY 10 AND 37, THENCE
 BJ3647'LEFT (SOUTH) ALONG HIGHWAY 37 FOR 21.4 KM (13.3 MI) TO THE STATION ON
 BJ3647'THE LEFT IN THE SOUTHEAST CORNER OF BRIDGE NO 2540500811, 34.7 METERS
 BJ3647'(114 FT) NORTH OF THE CENTER OF A GRAVEL DRIVE, 25 METERS (82 FT)
 BJ3647'WEST-SOUTHWEST OF A TELEPHONE POLE, AND 7 METERS (23 FT) EAST OF THE
 BJ3647'CENTER OF HIGHWAY 37.
 BJ3647'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 BJ3647'THE MARK IS 0.30 M BELOW HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3646 ***********************************************************************
 BJ3646  DESIGNATION -  46 V 28 LADH
 BJ3646  PID         -  BJ3646
 BJ3646  STATE/COUNTY-  LA/ST HELENA
 BJ3646  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3646
 BJ3646                         *CURRENT SURVEY CONTROL
 BJ3646  ___________________________________________________________________
 BJ3646* NAD 83(1986)-  30 45 28.     (N)    090 50 02.     (W)     SCALED    
 BJ3646* NAVD 88     -        37.633  (meters)     123.47   (feet)  ADJUSTED  
 BJ3646  ___________________________________________________________________
 BJ3646  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3646  DYNAMIC HT  -          37.584 (meters)     123.31  (feet)  COMP
 BJ3646  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 BJ3646
 BJ3646  VERT ORDER  -  SECOND    CLASS I
 BJ3646
 BJ3646.The horizontal coordinates were scaled from a topographic map and have
 BJ3646.an estimated accuracy of +/- 6 seconds.
 BJ3646
 BJ3646.The orthometric height was determined by differential leveling
 BJ3646.and adjusted by the National Geodetic Survey in February 1994..
 BJ3646
 BJ3646.The geoid height was determined by GEOID03.
 BJ3646
 BJ3646.The dynamic height is computed by dividing the NAVD 88
 BJ3646.geopotential number by the normal gravity value computed on the
 BJ3646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3646.degrees latitude (g = 980.6199 gals.).
 BJ3646
 BJ3646.The modeled gravity was interpolated from observed gravity values.
 BJ3646
 BJ3646;                    North         East    Units  Estimated Accuracy
 BJ3646;SPC LA S     -   250,370.    1,047,820.      MT  (+/- 180 meters Scaled)
 BJ3646
 BJ3646                          SUPERSEDED SURVEY CONTROL
 BJ3646
 BJ3646.No superseded survey control is available for this station.
 BJ3646
 BJ3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ073047(NAD 83)
 BJ3646_MARKER: DB = BENCH MARK DISK
 BJ3646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3646_SP_SET: CONCRETE POST
 BJ3646_STAMPING: 46V28 1984
 BJ3646_MARK LOGO: LADH  
 BJ3646_PROJECTION: FLUSH
 BJ3646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3646+STABILITY: SURFACE MOTION
 BJ3646
 BJ3646  HISTORY     - Date     Condition        Report By
 BJ3646  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3646
 BJ3646                          STATION DESCRIPTION
 BJ3646
 BJ3646'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3646'20.3 KM (12.6 MI) SW FROM GREENSBURG.
 BJ3646'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3646'0.3 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAYS 10 AND 37, THENCE
 BJ3646'LEFT (SOUTH) ALONG HIGHWAY 37 FOR 20 KM (12.4 MI) TO THE STATION ON
 BJ3646'THE RIGHT, NEAR A GRAVEL PIT ENTRANCE, 21.9 METERS (72 FT) SOUTH OF
 BJ3646'THE CENTER OF A GRAVEL PIT ROAD, 11.9 METERS (39 FT) WEST OF THE
 BJ3646'CENTER OF HIGHWAY 37, 7.2 METERS (23.5 FT) WEST OF THE NORTHWEST
 BJ3646'CORNER OF A BRIDGE ABUTMENT, AND 1.2 METERS (4 FT) NORTH OF A POWER
 BJ3646'POLE.
 BJ3646'THE MARK IS 1.52 METERS  E FROM A WITNESS POST.
 BJ3646'THE MARK IS 1.83 M BELOW HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3645 ***********************************************************************
 BJ3645  DESIGNATION -  46 V 29 LADH
 BJ3645  PID         -  BJ3645
 BJ3645  STATE/COUNTY-  LA/ST HELENA
 BJ3645  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3645
 BJ3645                         *CURRENT SURVEY CONTROL
 BJ3645  ___________________________________________________________________
 BJ3645* NAD 83(1986)-  30 46 12.     (N)    090 49 49.     (W)     SCALED    
 BJ3645* NAVD 88     -        40.186  (meters)     131.84   (feet)  ADJUSTED  
 BJ3645  ___________________________________________________________________
 BJ3645  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3645  DYNAMIC HT  -          40.134 (meters)     131.67  (feet)  COMP
 BJ3645  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ3645
 BJ3645  VERT ORDER  -  SECOND    CLASS I
 BJ3645
 BJ3645.The horizontal coordinates were scaled from a topographic map and have
 BJ3645.an estimated accuracy of +/- 6 seconds.
 BJ3645
 BJ3645.The orthometric height was determined by differential leveling
 BJ3645.and adjusted by the National Geodetic Survey in February 1994..
 BJ3645
 BJ3645.The geoid height was determined by GEOID03.
 BJ3645
 BJ3645.The dynamic height is computed by dividing the NAVD 88
 BJ3645.geopotential number by the normal gravity value computed on the
 BJ3645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3645.degrees latitude (g = 980.6199 gals.).
 BJ3645
 BJ3645.The modeled gravity was interpolated from observed gravity values.
 BJ3645
 BJ3645;                    North         East    Units  Estimated Accuracy
 BJ3645;SPC LA S     -   251,730.    1,048,160.      MT  (+/- 180 meters Scaled)
 BJ3645
 BJ3645                          SUPERSEDED SURVEY CONTROL
 BJ3645
 BJ3645.No superseded survey control is available for this station.
 BJ3645
 BJ3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ076061(NAD 83)
 BJ3645_MARKER: DB = BENCH MARK DISK
 BJ3645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3645_SP_SET: CONCRETE POST
 BJ3645_STAMPING: 46V29 1984
 BJ3645_MARK LOGO: LADH  
 BJ3645_PROJECTION: FLUSH
 BJ3645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3645+STABILITY: SURFACE MOTION
 BJ3645
 BJ3645  HISTORY     - Date     Condition        Report By
 BJ3645  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3645
 BJ3645                          STATION DESCRIPTION
 BJ3645
 BJ3645'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3645'18.6 KM (11.6 MI) SW FROM GREENSBURG.
 BJ3645'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ON STATE HIGHWAY 10 FOR
 BJ3645'0.3 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAYS 10 AND 37, THENCE
 BJ3645'LEFT (SOUTH) ALONG HIGHWAY 37 FOR 18.3 KM (11.4 MI) TO THE STATION ON
 BJ3645'THE LEFT, 21.5 METERS (70.5 FT) NORTH-NORTHEAST OF THE NORTH END OF A
 BJ3645'CONCRETE CULVERT, 12 METERS (39.5 FT) EAST OF THE CENTER OF HIGHWAY
 BJ3645'37, 2.7 METERS (9 FT) SOUTH OF A POWER POLE, AND 0.6 METER (2 FT) WEST
 BJ3645'OF A 3-STRAND BARBED WIRE FENCE.
 BJ3645'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 BJ3645'THE MARK IS 0.60 M BELOW HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3561 ***********************************************************************
 BJ3561  DESIGNATION -  46 V 3 LADH
 BJ3561  PID         -  BJ3561
 BJ3561  STATE/COUNTY-  LA/ST HELENA
 BJ3561  USGS QUAD   -  GREENSBURG (1981)
 BJ3561
 BJ3561                         *CURRENT SURVEY CONTROL
 BJ3561  ___________________________________________________________________
 BJ3561* NAD 83(1986)-  30 49 42.     (N)    090 39 59.     (W)     SCALED    
 BJ3561* NAVD 88     -        67.979  (meters)     223.03   (feet)  ADJUSTED  
 BJ3561  ___________________________________________________________________
 BJ3561  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3561  DYNAMIC HT  -          67.891 (meters)     222.74  (feet)  COMP
 BJ3561  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ3561
 BJ3561  VERT ORDER  -  SECOND    CLASS I
 BJ3561
 BJ3561.The horizontal coordinates were scaled from a topographic map and have
 BJ3561.an estimated accuracy of +/- 6 seconds.
 BJ3561
 BJ3561.The orthometric height was determined by differential leveling
 BJ3561.and adjusted by the National Geodetic Survey in February 1994..
 BJ3561
 BJ3561.The geoid height was determined by GEOID03.
 BJ3561
 BJ3561.The dynamic height is computed by dividing the NAVD 88
 BJ3561.geopotential number by the normal gravity value computed on the
 BJ3561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3561.degrees latitude (g = 980.6199 gals.).
 BJ3561
 BJ3561.The modeled gravity was interpolated from observed gravity values.
 BJ3561
 BJ3561;                    North         East    Units  Estimated Accuracy
 BJ3561;SPC LA S     -   258,280.    1,063,810.      MT  (+/- 180 meters Scaled)
 BJ3561
 BJ3561                          SUPERSEDED SURVEY CONTROL
 BJ3561
 BJ3561.No superseded survey control is available for this station.
 BJ3561
 BJ3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ232129(NAD 83)
 BJ3561_MARKER: DB = BENCH MARK DISK
 BJ3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3561_SP_SET: CONCRETE POST
 BJ3561_STAMPING: 46V3 1984
 BJ3561_MARK LOGO: LADH  
 BJ3561_PROJECTION: FLUSH
 BJ3561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3561+STABILITY: SURFACE MOTION
 BJ3561
 BJ3561  HISTORY     - Date     Condition        Report By
 BJ3561  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3561
 BJ3561                          STATION DESCRIPTION
 BJ3561
 BJ3561'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3561'IN GREENSBURG.
 BJ3561'THE BENCH MARK IS LOCATED IN GREENSBURG NEAR THE SCHOOL BOARD OFFICE
 BJ3561'ACROSS STATE HIGHWAY 10 FROM THE COURTHOUSE, 32.9 METERS (108 FEET)
 BJ3561'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF OLD BRICK JAIL HOUSE,
 BJ3561'14.9 METERS (49 FEET) EAST-SOUTHEAST OF CENTERLINE OF HIGHWAY 10,
 BJ3561'14.2 METERS (46.5 FEET) NORTHEAST FROM CENTER OF BLACKTOP DRIVE ALONG
 BJ3561'SCHOOL BOARD OFFICE, AND 3 METERS (10 FEET) WEST-NORTHWEST OF
 BJ3561'SOUTHWEST CORNER OF SCHOOL BOARD OFFICE.
 BJ3561'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 BJ3561'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3644 ***********************************************************************
 BJ3644  DESIGNATION -  46 V 30
 BJ3644  PID         -  BJ3644
 BJ3644  STATE/COUNTY-  LA/ST HELENA
 BJ3644  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3644
 BJ3644                         *CURRENT SURVEY CONTROL
 BJ3644  ___________________________________________________________________
 BJ3644* NAD 83(1986)-  30 47 01.     (N)    090 49 30.     (W)     SCALED    
 BJ3644* NAVD 88     -        43.460  (meters)     142.59   (feet)  ADJUSTED  
 BJ3644  ___________________________________________________________________
 BJ3644  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3644  DYNAMIC HT  -          43.404 (meters)     142.40  (feet)  COMP
 BJ3644  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ3644
 BJ3644  VERT ORDER  -  SECOND    CLASS I
 BJ3644
 BJ3644.The horizontal coordinates were scaled from a topographic map and have
 BJ3644.an estimated accuracy of +/- 6 seconds.
 BJ3644
 BJ3644.The orthometric height was determined by differential leveling
 BJ3644.and adjusted by the National Geodetic Survey in February 1994..
 BJ3644
 BJ3644.The geoid height was determined by GEOID03.
 BJ3644
 BJ3644.The dynamic height is computed by dividing the NAVD 88
 BJ3644.geopotential number by the normal gravity value computed on the
 BJ3644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3644.degrees latitude (g = 980.6199 gals.).
 BJ3644
 BJ3644.The modeled gravity was interpolated from observed gravity values.
 BJ3644
 BJ3644;                    North         East    Units  Estimated Accuracy
 BJ3644;SPC LA S     -   253,240.    1,048,660.      MT  (+/- 180 meters Scaled)
 BJ3644
 BJ3644                          SUPERSEDED SURVEY CONTROL
 BJ3644
 BJ3644.No superseded survey control is available for this station.
 BJ3644
 BJ3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ081076(NAD 83)
 BJ3644_MARKER: DB = BENCH MARK DISK
 BJ3644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3644_SP_SET: CONCRETE POST
 BJ3644_STAMPING: 46V30 1984
 BJ3644_MARK LOGO: LADH  
 BJ3644_PROJECTION: FLUSH
 BJ3644_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3644+STABILITY: SURFACE MOTION
 BJ3644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3644+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 BJ3644
 BJ3644  HISTORY     - Date     Condition        Report By
 BJ3644  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3644  HISTORY     - 19901001 GOOD             LADTD
 BJ3644  HISTORY     - 20060725 GOOD             SKW
 BJ3644
 BJ3644                          STATION DESCRIPTION
 BJ3644
 BJ3644'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3644'19.2 KM (11.9 MI) SW FROM GREENSBURG.
 BJ3644'0.3 KM (0.2 MI) WEST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3644'GREENSBURG TO THE JUNCTION OF STATE HIGHWAYS 10 AND 37, THENCE SOUTH
 BJ3644'(LEFT) ON HIGHWAY 37 FOR 17.9 KM (11.1 MI) TO THE JUNCTION OF STATE
 BJ3644'HIGHWAYS 37 AND 448, THENCE NORTH (RIGHT) ON HIGHWAY 448 FOR 1 KM
 BJ3644'(0.6 MI) TO THE MARK ON THE LEFT NEAR A POWER POLE, 18 METERS (59FT)
 BJ3644'NORTHEAST OF A TWIN PINE TREE, 17.1 METERS (56 FT) NORTH OF THE CENTER
 BJ3644'OF A LOGGING ROAD, 14.9 METERS (49 FT) WEST OF THE CENTER OF HIGHWAY
 BJ3644'448, AND 1.2 METERS (4 FT) SOUTH OF A POWER POLE.
 BJ3644'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3644'THE MARK IS ABOVE LEVEL WITH HIGHWAY 448.
 BJ3644
 BJ3644                          STATION RECOVERY (1990)
 BJ3644
 BJ3644'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3644'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTHEAST OF CLINTON, 7
 BJ3644'MI (11.3 KM) WEST-SOUTHWEST OF GREENSBURG AND 6 MI (9.7 KM)
 BJ3644'SOUTH-SOUTHWEST OF DARLINGTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3644'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE
 BJ3644'COURTHOUSE IN GREENSBURG GO WEST FOR 0.2 MI (0.3 KM) ON STATE HIGHWAY
 BJ3644'10 TO THE JUNCTION WITH STATE HIGHWAY 37.  TURN LEFT AND GO SOUTH FOR
 BJ3644'11.1 MI (17.9 KM) ON HIGHWAY 37 TO THE JUNCTION WITH STATE HIGHWAY
 BJ3644'448.  TURN RIGHT AND GO NORTH FOR 0.6 MI (1.0 KM) ON HIGHWAY 448 TO
 BJ3644'THE MARK ON THE LEFT SET NEAR A POWER POLE,  59.0 FT (18.0 M)
 BJ3644'NORTHEAST FROM A TWIN PINE TREE, 56.0 FT (17.1 M) NORTH FROM THE
 BJ3644'CENTER OF A LOGGING ROAD, 49.0 FT (14.9 M) WEST FROM THE CENTER OF THE
 BJ3644'HIGHWAY, 4.0 FT (1.2 M) SOUTH FROM A POWER POLE AND 2.0 FT (0.6 M)
 BJ3644'NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH
 BJ3644'WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ3644
 BJ3644                          STATION RECOVERY (2006)
 BJ3644
 BJ3644'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2006 (CMC)
 BJ3644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3643 ***********************************************************************
 BJ3643  DESIGNATION -  46 V 31 LADH
 BJ3643  PID         -  BJ3643
 BJ3643  STATE/COUNTY-  LA/ST HELENA
 BJ3643  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3643
 BJ3643                         *CURRENT SURVEY CONTROL
 BJ3643  ___________________________________________________________________
 BJ3643* NAD 83(1986)-  30 47 31.     (N)    090 48 59.     (W)     SCALED    
 BJ3643* NAVD 88     -        47.904  (meters)     157.16   (feet)  ADJUSTED  
 BJ3643  ___________________________________________________________________
 BJ3643  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3643  DYNAMIC HT  -          47.842 (meters)     156.96  (feet)  COMP
 BJ3643  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ3643
 BJ3643  VERT ORDER  -  SECOND    CLASS I
 BJ3643
 BJ3643.The horizontal coordinates were scaled from a topographic map and have
 BJ3643.an estimated accuracy of +/- 6 seconds.
 BJ3643
 BJ3643.The orthometric height was determined by differential leveling
 BJ3643.and adjusted by the National Geodetic Survey in February 1994..
 BJ3643
 BJ3643.The geoid height was determined by GEOID03.
 BJ3643
 BJ3643.The dynamic height is computed by dividing the NAVD 88
 BJ3643.geopotential number by the normal gravity value computed on the
 BJ3643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3643.degrees latitude (g = 980.6199 gals.).
 BJ3643
 BJ3643.The modeled gravity was interpolated from observed gravity values.
 BJ3643
 BJ3643;                    North         East    Units  Estimated Accuracy
 BJ3643;SPC LA S     -   254,170.    1,049,480.      MT  (+/- 180 meters Scaled)
 BJ3643
 BJ3643                          SUPERSEDED SURVEY CONTROL
 BJ3643
 BJ3643.No superseded survey control is available for this station.
 BJ3643
 BJ3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ089085(NAD 83)
 BJ3643_MARKER: DB = BENCH MARK DISK
 BJ3643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3643_SP_SET: CONCRETE POST
 BJ3643_STAMPING: 46V31 1984
 BJ3643_MARK LOGO: LADH  
 BJ3643_PROJECTION: FLUSH
 BJ3643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3643+STABILITY: SURFACE MOTION
 BJ3643
 BJ3643  HISTORY     - Date     Condition        Report By
 BJ3643  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3643
 BJ3643                          STATION DESCRIPTION
 BJ3643
 BJ3643'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3643'20.8 KM (12.9 MI) SW FROM GREENSBURG.
 BJ3643'ABOUT 0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3643'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 37, THENCE SOUTH (LEFT)
 BJ3643'ON HIGHWAY 37 FOR 17.9 KM (11.1 MI) TO THE JUNCTION WITH STATE HIGHWAY
 BJ3643'448, THENCE NORTH (RIGHT) ON HIGHWAY 448 FOR 1.9 KM (1.15 MI) TO THE
 BJ3643'JUNCTION WITH A GRAVEL ROAD, THENCE EAST (RIGHT) ON THE GRAVEL ROAD
 BJ3643'FOR 0.6 KM (0.4 MI) TO THE BENCH MARK ON THE LEFT, 20.7 METERS (68 FT)
 BJ3643'NORTHWEST OF AN 18-INCH WHITE OAK TREE, AND 6.4 METERS (21 FT) NORTH
 BJ3643'OF THE CENTER OF THE GRAVEL ROAD.
 BJ3643'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3643'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3642 ***********************************************************************
 BJ3642  DESIGNATION -  46 V 32 LADH
 BJ3642  PID         -  BJ3642
 BJ3642  STATE/COUNTY-  LA/ST HELENA
 BJ3642  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3642
 BJ3642                         *CURRENT SURVEY CONTROL
 BJ3642  ___________________________________________________________________
 BJ3642* NAD 83(1986)-  30 48 08.     (N)    090 48 30.     (W)     SCALED    
 BJ3642* NAVD 88     -        55.543  (meters)     182.23   (feet)  ADJUSTED  
 BJ3642  ___________________________________________________________________
 BJ3642  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3642  DYNAMIC HT  -          55.471 (meters)     181.99  (feet)  COMP
 BJ3642  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BJ3642
 BJ3642  VERT ORDER  -  SECOND    CLASS I
 BJ3642
 BJ3642.The horizontal coordinates were scaled from a topographic map and have
 BJ3642.an estimated accuracy of +/- 6 seconds.
 BJ3642
 BJ3642.The orthometric height was determined by differential leveling
 BJ3642.and adjusted by the National Geodetic Survey in February 1994..
 BJ3642
 BJ3642.The geoid height was determined by GEOID03.
 BJ3642
 BJ3642.The dynamic height is computed by dividing the NAVD 88
 BJ3642.geopotential number by the normal gravity value computed on the
 BJ3642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3642.degrees latitude (g = 980.6199 gals.).
 BJ3642
 BJ3642.The modeled gravity was interpolated from observed gravity values.
 BJ3642
 BJ3642;                    North         East    Units  Estimated Accuracy
 BJ3642;SPC LA S     -   255,310.    1,050,240.      MT  (+/- 180 meters Scaled)
 BJ3642
 BJ3642                          SUPERSEDED SURVEY CONTROL
 BJ3642
 BJ3642.No superseded survey control is available for this station.
 BJ3642
 BJ3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ096097(NAD 83)
 BJ3642_MARKER: DB = BENCH MARK DISK
 BJ3642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3642_SP_SET: CONCRETE POST
 BJ3642_STAMPING: 46V32 1984
 BJ3642_MARK LOGO: LADH  
 BJ3642_PROJECTION: FLUSH
 BJ3642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3642+STABILITY: SURFACE MOTION
 BJ3642
 BJ3642  HISTORY     - Date     Condition        Report By
 BJ3642  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3642
 BJ3642                          STATION DESCRIPTION
 BJ3642
 BJ3642'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3642'21.4 KM (13.3 MI) SW FROM GREENSBURG.
 BJ3642'ABOUT 0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3642'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 37, THENCE SOUTH (LEFT)
 BJ3642'ON HIGHWAY 37 FOR 17.9 KM (11.1 MI) TO THE JUNCTION WITH STATE HIGHWAY
 BJ3642'448, THENCE NORTH (RIGHT) ON HIGHWAY 448 FOR 1.9 KM (1.15 MI) TO THE
 BJ3642'JUNCTION WITH A GRAVEL ROAD, THENCE EAST (RIGHT) ON THE GRAVEL ROAD
 BJ3642'FOR 1 KM (0.6 MI) TO THE JUNCTION WITH ANOTHER GRAVEL ROAD, THENCE
 BJ3642'NORTH (LEFT) ON THE GRAVEL ROAD FOR 1.3 KM (0.8 MI) TO THE BENCH MARK
 BJ3642'ON THE RIGHT, 9.4 METERS (31 FT) SOUTH OF A 18-INCH PINE TREE, AND
 BJ3642'8.8 METERS (29 FT) EAST OF THE CENTER OF THE GRAVEL ROAD.
 BJ3642'THE MARK IS 0.76 METERS  W FROM A WITNESS POST.
 BJ3642'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3826 ***********************************************************************
 BJ3826  DESIGNATION -  46 V 34
 BJ3826  PID         -  BJ3826
 BJ3826  STATE/COUNTY-  LA/ST HELENA
 BJ3826  USGS QUAD   -  CHIPOLA (1984)
 BJ3826
 BJ3826                         *CURRENT SURVEY CONTROL
 BJ3826  ___________________________________________________________________
 BJ3826* NAD 83(1986)-  30 55 37.     (N)    090 46 10.     (W)     SCALED    
 BJ3826* NAVD 88     -        88.281  (meters)     289.64   (feet)  ADJUSTED  
 BJ3826  ___________________________________________________________________
 BJ3826  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3826  DYNAMIC HT  -          88.168 (meters)     289.26  (feet)  COMP
 BJ3826  MODELED GRAV-     979,355.8   (mgal)                       NAVD 88
 BJ3826
 BJ3826  VERT ORDER  -  SECOND    CLASS I
 BJ3826
 BJ3826.The horizontal coordinates were scaled from a topographic map and have
 BJ3826.an estimated accuracy of +/- 6 seconds.
 BJ3826
 BJ3826.The orthometric height was determined by differential leveling
 BJ3826.and adjusted by the National Geodetic Survey in February 1994..
 BJ3826
 BJ3826.The geoid height was determined by GEOID03.
 BJ3826
 BJ3826.The dynamic height is computed by dividing the NAVD 88
 BJ3826.geopotential number by the normal gravity value computed on the
 BJ3826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3826.degrees latitude (g = 980.6199 gals.).
 BJ3826
 BJ3826.The modeled gravity was interpolated from observed gravity values.
 BJ3826
 BJ3826;                    North         East    Units  Estimated Accuracy
 BJ3826;SPC LA S     -   269,160.    1,053,900.      MT  (+/- 180 meters Scaled)
 BJ3826
 BJ3826                          SUPERSEDED SURVEY CONTROL
 BJ3826
 BJ3826.No superseded survey control is available for this station.
 BJ3826
 BJ3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ131236(NAD 83)
 BJ3826_MARKER: DB = BENCH MARK DISK
 BJ3826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3826_SP_SET: CONCRETE POST
 BJ3826_STAMPING: 46V34 1985
 BJ3826_MARK LOGO: LADH  
 BJ3826_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3826+STABILITY: SURFACE MOTION
 BJ3826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3826+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3826
 BJ3826  HISTORY     - Date     Condition        Report By
 BJ3826  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3826  HISTORY     - 19890524 GOOD             LADTD
 BJ3826
 BJ3826                          STATION DESCRIPTION
 BJ3826
 BJ3826'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3826'3.5 KM (2.15 MI) EAST FROM CHIPOLA.
 BJ3826'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
 BJ3826'ABOUT 3.5 KM (2.15 MI) EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION
 BJ3826'OF STATE HIGHWAYS 38 AND 432 IN CHIPOLA TO THE MARK ON THE RIGHT,
 BJ3826'14.6 METERS (48 FT) SOUTH OF THE CENTER OF HIGHWAY 38, 13.4 METERS
 BJ3826'(44 FT) WEST OF THE CENTER OF A GRAVEL ROAD LEADING INTO WOODED AREA,
 BJ3826'12.8 METERS (42 FT) SOUTHWEST FROM THE WEST END OF A METEL CULVERT
 BJ3826'UNDER A GRAVEL ROAD, 10.1 METERS (33 FT) SOUTHEAST OF A POWER POLE NO
 BJ3826'DN.29-55 , AND 7.0 METERS (23 FT) SOUTHWEST FROM A TELEPHONE REPAIR
 BJ3826'BOX NO 75.
 BJ3826'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3826
 BJ3826                          STATION RECOVERY (1989)
 BJ3826
 BJ3826'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3826'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) EAST OF CHIPOLA AND
 BJ3826'26.47 KM (16.45 MI) WEST OF KENTWOOD.  OWNERSHIP--UNKNOWN.
 BJ3826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 432 IN
 BJ3826'CHIPOLA GO EAST FOR 3.5 KM (2.15 MI) ON HIGHWAY 38 TO THE MARK ON THE
 BJ3826'RIGHT,  14.6 M (47.9 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BJ3826'13.4 M (44.0 FT) WEST FROM THE CENTER OF A GRAVELED ROAD LEADING INTO
 BJ3826'A WOODED AREA, 12.8 M (42.0 FT) SOUTHWEST FROM THE WEST END OF A METAL
 BJ3826'CULVERT UNDER THE GRAVEL ROAD, 10.1 M (33.1 FT) SOUTHEAST FROM A POWER
 BJ3826'POLE NO 75 AND 0.46 M (1.5 FT) NORTH FROM A METAL WITNESS POST WITH
 BJ3826'SIGN ATTACHED.  THE MARK IS RECESSED 5 CM BELOW THE GROUND AND 0.3 M
 BJ3826'(1.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3828 ***********************************************************************
 BJ3828  DESIGNATION -  46 V 35
 BJ3828  PID         -  BJ3828
 BJ3828  STATE/COUNTY-  LA/ST HELENA
 BJ3828  USGS QUAD   -  LIVERPOOL (1981)
 BJ3828
 BJ3828                         *CURRENT SURVEY CONTROL
 BJ3828  ___________________________________________________________________
 BJ3828* NAD 83(1986)-  30 55 37.     (N)    090 44 14.     (W)     SCALED    
 BJ3828* NAVD 88     -        98.550  (meters)     323.33   (feet)  ADJUSTED  
 BJ3828  ___________________________________________________________________
 BJ3828  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3828  DYNAMIC HT  -          98.423 (meters)     322.91  (feet)  COMP
 BJ3828  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BJ3828
 BJ3828  VERT ORDER  -  SECOND    CLASS I
 BJ3828
 BJ3828.The horizontal coordinates were scaled from a topographic map and have
 BJ3828.an estimated accuracy of +/- 6 seconds.
 BJ3828
 BJ3828.The orthometric height was determined by differential leveling
 BJ3828.and adjusted by the National Geodetic Survey in February 1994..
 BJ3828
 BJ3828.The geoid height was determined by GEOID03.
 BJ3828
 BJ3828.The dynamic height is computed by dividing the NAVD 88
 BJ3828.geopotential number by the normal gravity value computed on the
 BJ3828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3828.degrees latitude (g = 980.6199 gals.).
 BJ3828
 BJ3828.The modeled gravity was interpolated from observed gravity values.
 BJ3828
 BJ3828;                    North         East    Units  Estimated Accuracy
 BJ3828;SPC LA S     -   269,170.    1,056,980.      MT  (+/- 180 meters Scaled)
 BJ3828
 BJ3828                          SUPERSEDED SURVEY CONTROL
 BJ3828
 BJ3828.No superseded survey control is available for this station.
 BJ3828
 BJ3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ162237(NAD 83)
 BJ3828_MARKER: DB = BENCH MARK DISK
 BJ3828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3828_SP_SET: CONCRETE POST
 BJ3828_STAMPING: 46V35 1985
 BJ3828_MARK LOGO: LADH  
 BJ3828_PROJECTION: FLUSH
 BJ3828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3828+STABILITY: SURFACE MOTION
 BJ3828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3828+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3828
 BJ3828  HISTORY     - Date     Condition        Report By
 BJ3828  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3828  HISTORY     - 19890524 GOOD             LADTD
 BJ3828
 BJ3828                          STATION DESCRIPTION
 BJ3828
 BJ3828'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3828'6.8 KM (4.20 MI) EAST FROM CHIPOLA.
 BJ3828'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3828'ABOUT 6.8 KM (4.20 MI) EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION
 BJ3828'OF STATE HIGHWAY 38 AND 432 IN CHIPOLA TO THE MARK ON THE RIGHT,
 BJ3828'11.6 METERS (38 FT) SOUTH OF THE CENTER OF HIGHWAY 38, 5.2 METERS
 BJ3828'(17 FT) WEST SOUTHWEST OF A POWER POLE NO DN 129-77.1, AND 2.9 METERS
 BJ3828'(9.5 FT) WEST NORTHWEST OF AN 8 INCH OAK TREE WITH SCAR ON LEFT SIDE
 BJ3828'OF TREE.
 BJ3828'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ3828
 BJ3828                          STATION RECOVERY (1989)
 BJ3828
 BJ3828'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3828'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) EAST OF CHIPOLA AND 23.2
 BJ3828'KM (14.40 MI) WEST OF KENTWOOD.  OWNERSHIP--UNKNOWN.
 BJ3828'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 432 IN
 BJ3828'CHIPOLA GO EAST FOR 6.8 KM (4.25 MI) ON HIGHWAY 38 TO THE MARK ON THE
 BJ3828'RIGHT, ABOUT 0.2 KM (0.10 MI) EAST OF A GRAVEL ROAD LEADING SOUTH.
 BJ3828'THE STATION IS 11.6 M (38.1 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BJ3828'5.2 M (17.1 FT) WEST-SOUTHWEST FROM A POWER POLE NO DN 129-77.1 AND
 BJ3828'0.46 M (1.5 FT) WEST FROM A STEEL WITNESS POST WITH SIGN ATTACHED. THE
 BJ3828'MARK IS FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3829 ***********************************************************************
 BJ3829  DESIGNATION -  46 V 36
 BJ3829  PID         -  BJ3829
 BJ3829  STATE/COUNTY-  LA/ST HELENA
 BJ3829  USGS QUAD   -  LIVERPOOL (1981)
 BJ3829
 BJ3829                         *CURRENT SURVEY CONTROL
 BJ3829  ___________________________________________________________________
 BJ3829* NAD 83(1986)-  30 55 41.     (N)    090 43 24.     (W)     SCALED    
 BJ3829* NAVD 88     -       100.132  (meters)     328.52   (feet)  ADJUSTED  
 BJ3829  ___________________________________________________________________
 BJ3829  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3829  DYNAMIC HT  -         100.004 (meters)     328.10  (feet)  COMP
 BJ3829  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BJ3829
 BJ3829  VERT ORDER  -  SECOND    CLASS I
 BJ3829
 BJ3829.The horizontal coordinates were scaled from a topographic map and have
 BJ3829.an estimated accuracy of +/- 6 seconds.
 BJ3829
 BJ3829.The orthometric height was determined by differential leveling
 BJ3829.and adjusted by the National Geodetic Survey in February 1994..
 BJ3829
 BJ3829.The geoid height was determined by GEOID03.
 BJ3829
 BJ3829.The dynamic height is computed by dividing the NAVD 88
 BJ3829.geopotential number by the normal gravity value computed on the
 BJ3829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3829.degrees latitude (g = 980.6199 gals.).
 BJ3829
 BJ3829.The modeled gravity was interpolated from observed gravity values.
 BJ3829
 BJ3829;                    North         East    Units  Estimated Accuracy
 BJ3829;SPC LA S     -   269,300.    1,058,300.      MT  (+/- 180 meters Scaled)
 BJ3829
 BJ3829                          SUPERSEDED SURVEY CONTROL
 BJ3829
 BJ3829.No superseded survey control is available for this station.
 BJ3829
 BJ3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ175238(NAD 83)
 BJ3829_MARKER: DB = BENCH MARK DISK
 BJ3829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3829_SP_SET: CONCRETE POST
 BJ3829_STAMPING: 46V36 1985
 BJ3829_MARK LOGO: LADH  
 BJ3829_PROJECTION: FLUSH
 BJ3829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3829+STABILITY: SURFACE MOTION
 BJ3829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3829+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 BJ3829
 BJ3829  HISTORY     - Date     Condition        Report By
 BJ3829  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3829  HISTORY     - 19890524 GOOD             LADTD
 BJ3829  HISTORY     - 20060725 GOOD             SKW
 BJ3829
 BJ3829                          STATION DESCRIPTION
 BJ3829
 BJ3829'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3829'8.2 KM (5.1 MI) EAST FROM CHIPOLA.
 BJ3829'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3829'ABOUT 8.2 KM (5.1 MI) EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 BJ3829'STATE HIGHWAYS 38 AND 432 IN CHIPOLA TO THE MARK LEFT AND WEST OF A
 BJ3829'PAVED ROAD, 16.2 METERS (53 FT) WEST OF THE CENTER OF A PAVED ROAD,
 BJ3829'14.2 METERS (46.5 FT) NORTH OF THE CENTER OF HIGHWAY 38, 7.9 METERS
 BJ3829'(26 FT) NORTHWEST OF A POWER POLE NO DN 29-87 WITH TRANSFORMER
 BJ3829'ATTACHED, 6.7 METERS (22 FT) WEST NORTHWEST OF A TELEPHONE REPAIR BOX
 BJ3829'NO 28, AND 3.4 METERS (11 FT) EAST OF AN 18 INCH POST OAK TREE.
 BJ3829'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3829
 BJ3829                          STATION RECOVERY (1989)
 BJ3829
 BJ3829'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3829'THE STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) EAST OF CHIPOLA AND 21.7
 BJ3829'KM (13.50 MI) WEST OF KENTWOOD.  OWNERSHIP--UNKNOWN.
 BJ3829'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 432 IN
 BJ3829'CHIPOLA GO EAST FOR 8.2 KM (5.10 MI) ON HIGHWAY 38 TO THE MARK ON THE
 BJ3829'LEFT, WEST OF A PAVED ROAD LEADING NORTH.
 BJ3829'THE STATION IS 16.2 M (53.1 FT) WEST FROM THE CENTER OF THE PAVED
 BJ3829'ROAD, 14.2 M (46.6 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 7.9 M
 BJ3829'(25.9 FT) NORTHWEST FROM A POWER POLE NO DN 29-87 WITH A TRANSFORMER
 BJ3829'ATTACHED, 6.7 M (22.0 FT) WEST-NORTHWEST FROM A TELEPHONE REPAIR BOX
 BJ3829'NO 28, 3.4 M (11.2 FT) EAST FROM A 18-INCH POST OAK TREE AND 0.46 M
 BJ3829'(1.5 FT) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED. THE MARK
 BJ3829'IS FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
 BJ3829
 BJ3829                          STATION RECOVERY (2006)
 BJ3829
 BJ3829'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2006 (CMC)
 BJ3829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3830 ***********************************************************************
 BJ3830  DESIGNATION -  46 V 37
 BJ3830  PID         -  BJ3830
 BJ3830  STATE/COUNTY-  LA/ST HELENA
 BJ3830  USGS QUAD   -  LIVERPOOL (1981)
 BJ3830
 BJ3830                         *CURRENT SURVEY CONTROL
 BJ3830  ___________________________________________________________________
 BJ3830* NAD 83(1986)-  30 55 43.     (N)    090 42 12.     (W)     SCALED    
 BJ3830* NAVD 88     -        87.919  (meters)     288.45   (feet)  ADJUSTED  
 BJ3830  ___________________________________________________________________
 BJ3830  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3830  DYNAMIC HT  -          87.806 (meters)     288.08  (feet)  COMP
 BJ3830  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ3830
 BJ3830  VERT ORDER  -  SECOND    CLASS I
 BJ3830
 BJ3830.The horizontal coordinates were scaled from a topographic map and have
 BJ3830.an estimated accuracy of +/- 6 seconds.
 BJ3830
 BJ3830.The orthometric height was determined by differential leveling
 BJ3830.and adjusted by the National Geodetic Survey in February 1994..
 BJ3830
 BJ3830.The geoid height was determined by GEOID03.
 BJ3830
 BJ3830.The dynamic height is computed by dividing the NAVD 88
 BJ3830.geopotential number by the normal gravity value computed on the
 BJ3830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3830.degrees latitude (g = 980.6199 gals.).
 BJ3830
 BJ3830.The modeled gravity was interpolated from observed gravity values.
 BJ3830
 BJ3830;                    North         East    Units  Estimated Accuracy
 BJ3830;SPC LA S     -   269,380.    1,060,220.      MT  (+/- 180 meters Scaled)
 BJ3830
 BJ3830                          SUPERSEDED SURVEY CONTROL
 BJ3830
 BJ3830.No superseded survey control is available for this station.
 BJ3830
 BJ3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ194239(NAD 83)
 BJ3830_MARKER: DB = BENCH MARK DISK
 BJ3830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3830_SP_SET: CONCRETE POST
 BJ3830_STAMPING: 46V37 1985
 BJ3830_MARK LOGO: LADH  
 BJ3830_PROJECTION: FLUSH
 BJ3830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3830+STABILITY: SURFACE MOTION
 BJ3830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3830+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3830
 BJ3830  HISTORY     - Date     Condition        Report By
 BJ3830  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3830  HISTORY     - 19890524 GOOD             LADTD
 BJ3830
 BJ3830                          STATION DESCRIPTION
 BJ3830
 BJ3830'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3830'10.1 KM (6.3 MI) EAST FROM CHIPOLA.
 BJ3830'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 BJ3830'ABOUT 10.1 KM (6.3 MI) EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION
 BJ3830'OF STATE HIGHWAYS 38 AND 432 IN CHIPOLA TO THE MARK ON THE LEFT,
 BJ3830'12.0 METERS (39.5 FT) WEST SOUTHWEST FROM THE CENTER OF METAL PIPE
 BJ3830'GATES, 11.0 METERS (36 FT) NORTH OF THE CENTER OF HIGHWAY 38,
 BJ3830'3.2 METERS (10.5 FT) SOUTH OF A GRAVEL DRIVE, 0.91 METER (3 FT)
 BJ3830'NORTHEAST OF A POWER POLE AND 0.61 METER (2 FT) SOUTH OF A NET-WIRE
 BJ3830'FENCE.
 BJ3830'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 BJ3830
 BJ3830                          STATION RECOVERY (1989)
 BJ3830
 BJ3830'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3830'THE STATION IS LOCATED ABOUT 10.1 KM (6.30 MI) EAST OF CHIPOLA AND
 BJ3830'19.8 KM (12.30 MI) WEST OF KENTWOOD.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3830'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 432 IN
 BJ3830'CHIPOLA GO EAST FOR 10.1 KM (6.30 MI) ON HIGHWAY 38 TO THE MARK ON THE
 BJ3830'LEFT,  12.0 M (39.4 FT) WEST-SOUTHWEST FROM THE CENTER OF A
 BJ3830'METAL PIPE GATE, 11.0 M (36.1 FT) NORTH FROM THE CENTER OF THE
 BJ3830'HIGHWAY, 3.2 M (10.5 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVE, 0.9
 BJ3830'M (3.0 FT) NORTHEAST FROM A POWER POLE, 0.6 M (2.0 FT) SOUTH FROM A
 BJ3830'NET WIRE FENCE AND 0.9 M (3.0 FT) SOUTH FROM A METAL WITNESS POST WITH
 BJ3830'SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND 0.3 M (1.0 FT)
 BJ3830'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3831 ***********************************************************************
 BJ3831  DESIGNATION -  46 V 38
 BJ3831  PID         -  BJ3831
 BJ3831  STATE/COUNTY-  LA/ST HELENA
 BJ3831  USGS QUAD   -  LIVERPOOL (1981)
 BJ3831
 BJ3831                         *CURRENT SURVEY CONTROL
 BJ3831  ___________________________________________________________________
 BJ3831* NAD 83(1986)-  30 55 45.     (N)    090 41 16.     (W)     SCALED    
 BJ3831* NAVD 88     -        74.753  (meters)     245.25   (feet)  ADJUSTED  
 BJ3831  ___________________________________________________________________
 BJ3831  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3831  DYNAMIC HT  -          74.657 (meters)     244.94  (feet)  COMP
 BJ3831  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ3831
 BJ3831  VERT ORDER  -  SECOND    CLASS I
 BJ3831
 BJ3831.The horizontal coordinates were scaled from a topographic map and have
 BJ3831.an estimated accuracy of +/- 6 seconds.
 BJ3831
 BJ3831.The orthometric height was determined by differential leveling
 BJ3831.and adjusted by the National Geodetic Survey in February 1994..
 BJ3831
 BJ3831.The geoid height was determined by GEOID03.
 BJ3831
 BJ3831.The dynamic height is computed by dividing the NAVD 88
 BJ3831.geopotential number by the normal gravity value computed on the
 BJ3831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3831.degrees latitude (g = 980.6199 gals.).
 BJ3831
 BJ3831.The modeled gravity was interpolated from observed gravity values.
 BJ3831
 BJ3831;                    North         East    Units  Estimated Accuracy
 BJ3831;SPC LA S     -   269,450.    1,061,700.      MT  (+/- 180 meters Scaled)
 BJ3831
 BJ3831                          SUPERSEDED SURVEY CONTROL
 BJ3831
 BJ3831.No superseded survey control is available for this station.
 BJ3831
 BJ3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ209240(NAD 83)
 BJ3831_MARKER: DB = BENCH MARK DISK
 BJ3831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3831_SP_SET: CONCRETE POST
 BJ3831_STAMPING: 46V38 1985
 BJ3831_MARK LOGO: LADH  
 BJ3831_PROJECTION: FLUSH
 BJ3831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3831+STABILITY: SURFACE MOTION
 BJ3831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3831+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 BJ3831
 BJ3831  HISTORY     - Date     Condition        Report By
 BJ3831  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3831  HISTORY     - 19890524 GOOD             LADTD
 BJ3831  HISTORY     - 20060725 GOOD             SKW
 BJ3831
 BJ3831                          STATION DESCRIPTION
 BJ3831
 BJ3831'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3831'11.7 KM (7.3 MI) EAST FROM CHIPOLA.
 BJ3831'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3831'ABOUT 11.7 KM (7.3 MI) EAST ALONG STATE HWY 38 FROM THE JUNCTION OF
 BJ3831'STATE HIGHWAYS 38 AND 432 IN CHIPOLA TO THE MARK ON THE LEFT IN THE
 BJ3831'NORTHWEST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY 43 AT
 BJ3831'EASLEYVILLE, ALSO 0.3 KM (0.2 MI) SOUTH ALONG FIFTH STREET FROM THE
 BJ3831'POST OFFICE IN KENTWOOD, THENCE 18.3 KM (11.3 MI) WEST ALONG STATE
 BJ3831'HIGHWAY 38 TO THE MARK ON RIGHT IN THE NORTHWEST QUADRANT OF THE
 BJ3831'INTERSECTION OF STATE HIGHWAY 43 AT EASLEYVILLE, 25.6 METERS (84 FT)
 BJ3831'WEST SOUTHWEST OF THE CENTER OF STATE HIGHWAY 43, 11.6 METERS (38 FT)
 BJ3831'NORTH OF THE CENTER OF STATE HIGHWAY 38, 8.7 METERS (28.5 FT) WEST
 BJ3831'SOUTHWEST OF A TELEPHONE BOX WITH NO. 434, 3.7 METERS (12 FT) EAST OF
 BJ3831'POWER POLE GE 14 WITH TWO TRANSFORMERS AND A NIGHT LIGHT.
 BJ3831'THE MARK IS 0.46 METERS  SSE FROM A WITNESS POST.
 BJ3831
 BJ3831                          STATION RECOVERY (1989)
 BJ3831
 BJ3831'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3831'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) EAST OF CHIPOLA AND
 BJ3831'18.3 KM (11.35 MI) WEST OF KENTWOOD.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3831'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3831'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 432 IN
 BJ3831'CHIPOLA GO EAST FOR 11.7 KM (7.25 MI) ON HIGHWAY 38, ALSO TO REACH
 BJ3831'FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3 KM (0.20 MI) ON
 BJ3831'FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38. TURN RIGHT AND GO
 BJ3831'WEST FOR 18.3 KM (11.35 MI) ON HIGHWAY 38 TO THE MARK SET IN THE
 BJ3831'NORTHWEST QUARDRANT OF THE JUNCTION OF STATE HIGHWAY 43 IN
 BJ3831'EASLEYVILLE,  25.6 M (84.0 FT) WEST-SOUTHWEST FROM THE CENTER OF
 BJ3831'HIGHWAY 43, 11.6 M (38.1 FT) NORTH FROM THE CENTER OF HIGHWAY 38, 3.7
 BJ3831'M (12.1 FT) EAST FROM POWER POLE NO GE 14 WITH TWO TRANSFORMERS AND A
 BJ3831'SECIRITY LIGHT ATTACHED AND 0.46 M (1.5 FT) SOUTH-SOUTHEAST FROM A
 BJ3831'METAL WITNESS POST WITH A SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 BJ3831'GROUND AND LEVEL WITH THE HIGHWAY.
 BJ3831
 BJ3831                          STATION RECOVERY (2006)
 BJ3831
 BJ3831'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2006 (CMC)
 BJ3831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3832 ***********************************************************************
 BJ3832  DESIGNATION -  46 V 39
 BJ3832  PID         -  BJ3832
 BJ3832  STATE/COUNTY-  LA/ST HELENA
 BJ3832  USGS QUAD   -  LIVERPOOL (1981)
 BJ3832
 BJ3832                         *CURRENT SURVEY CONTROL
 BJ3832  ___________________________________________________________________
 BJ3832* NAD 83(1986)-  30 55 53.     (N)    090 40 12.     (W)     SCALED    
 BJ3832* NAVD 88     -        74.299  (meters)     243.76   (feet)  ADJUSTED  
 BJ3832  ___________________________________________________________________
 BJ3832  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3832  DYNAMIC HT  -          74.203 (meters)     243.45  (feet)  COMP
 BJ3832  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ3832
 BJ3832  VERT ORDER  -  SECOND    CLASS I
 BJ3832
 BJ3832.The horizontal coordinates were scaled from a topographic map and have
 BJ3832.an estimated accuracy of +/- 6 seconds.
 BJ3832
 BJ3832.The orthometric height was determined by differential leveling
 BJ3832.and adjusted by the National Geodetic Survey in February 1994..
 BJ3832
 BJ3832.The geoid height was determined by GEOID03.
 BJ3832
 BJ3832.The dynamic height is computed by dividing the NAVD 88
 BJ3832.geopotential number by the normal gravity value computed on the
 BJ3832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3832.degrees latitude (g = 980.6199 gals.).
 BJ3832
 BJ3832.The modeled gravity was interpolated from observed gravity values.
 BJ3832
 BJ3832;                    North         East    Units  Estimated Accuracy
 BJ3832;SPC LA S     -   269,700.    1,063,400.      MT  (+/- 180 meters Scaled)
 BJ3832
 BJ3832                          SUPERSEDED SURVEY CONTROL
 BJ3832
 BJ3832.No superseded survey control is available for this station.
 BJ3832
 BJ3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ226243(NAD 83)
 BJ3832_MARKER: DB = BENCH MARK DISK
 BJ3832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3832_SP_SET: CONCRETE POST
 BJ3832_STAMPING: 46V39 1985
 BJ3832_MARK LOGO: LADH  
 BJ3832_PROJECTION: FLUSH
 BJ3832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3832+STABILITY: SURFACE MOTION
 BJ3832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3832+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3832
 BJ3832  HISTORY     - Date     Condition        Report By
 BJ3832  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3832  HISTORY     - 19890524 GOOD             LADTD
 BJ3832
 BJ3832                          STATION DESCRIPTION
 BJ3832
 BJ3832'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3832'16.8 KM (10.45MI) WEST FROM KENTWOOD.
 BJ3832'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3832'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3832'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3832'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 16.5 KM (10.25 MI) TO THE
 BJ3832'BENCH MARK ON THE RIGHT, 24.4 METERS (80 FT) NORTHWEST OF THE CENTER
 BJ3832'OF STATE HIGHWAY 38, 21.3 METERS (70 FT) NORTHEAST OF THE CENTER OF
 BJ3832'STATE HIGHWAY 441, 15.2 METERS (50 FT) NORTH NORTHWEST OF A POWER
 BJ3832'POLE, AND 11.9 METERS (39 FT) NORTH NORTHWEST OF THE
 BJ3832'SPRINGFIELD-LIBERTY ROAD MONUMENT.
 BJ3832'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3832
 BJ3832                          STATION RECOVERY (1989)
 BJ3832
 BJ3832'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3832'THE STATION IS LOCATED ABOUT 16.8 KM (10.45 MI) WEST OF KENTWOOD AND
 BJ3832'13.4 KM (8.35 MI) EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3832'TRANSPORTATION AND DEVELOPMENT.
 BJ3832'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3832'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3832'TURN RIGHT AND GO WEST FOR 16.5 KM (10.25 MI) ON HIGHWAY 38 TO THE
 BJ3832'MARK ON RIGHT, IN THE NORTHEAST QUARDRANT OF THE JUNCTION WITH STATE
 BJ3832'HIGHWAY 441,  24.4 M (80.1 FT) NORTHWEST FROM THE CENTER OF HIGHWAY
 BJ3832'38, 21.3 M (69.9 FT)  NORTHEAST FROM THE CENTER OF HIGHWAY 441, 15.2 M
 BJ3832'(49.9 FT) NORTH-NORTHWEST FROM A POWER POLE, 11.9 M (39.0 FT)
 BJ3832'NORTH-NORTHWEST FROM THE SPRINGFIELD-LEBERTY ROAD MONUMENT AND 0.46 M
 BJ3832'(1.5 FT) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 BJ3832'MARK IS FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3562 ***********************************************************************
 BJ3562  DESIGNATION -  46 V 4 LADH
 BJ3562  PID         -  BJ3562
 BJ3562  STATE/COUNTY-  LA/ST HELENA
 BJ3562  USGS QUAD   -  GREENSBURG (1981)
 BJ3562
 BJ3562                         *CURRENT SURVEY CONTROL
 BJ3562  ___________________________________________________________________
 BJ3562* NAD 83(1986)-  30 49 51.     (N)    090 40 13.     (W)     SCALED    
 BJ3562* NAVD 88     -        69.674  (meters)     228.59   (feet)  ADJUSTED  
 BJ3562  ___________________________________________________________________
 BJ3562  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3562  DYNAMIC HT  -          69.584 (meters)     228.29  (feet)  COMP
 BJ3562  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BJ3562
 BJ3562  VERT ORDER  -  SECOND    CLASS I
 BJ3562
 BJ3562.The horizontal coordinates were scaled from a topographic map and have
 BJ3562.an estimated accuracy of +/- 6 seconds.
 BJ3562
 BJ3562.The orthometric height was determined by differential leveling
 BJ3562.and adjusted by the National Geodetic Survey in February 1994..
 BJ3562
 BJ3562.The geoid height was determined by GEOID03.
 BJ3562
 BJ3562.The dynamic height is computed by dividing the NAVD 88
 BJ3562.geopotential number by the normal gravity value computed on the
 BJ3562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3562.degrees latitude (g = 980.6199 gals.).
 BJ3562
 BJ3562.The modeled gravity was interpolated from observed gravity values.
 BJ3562
 BJ3562;                    North         East    Units  Estimated Accuracy
 BJ3562;SPC LA S     -   258,550.    1,063,440.      MT  (+/- 180 meters Scaled)
 BJ3562
 BJ3562                          SUPERSEDED SURVEY CONTROL
 BJ3562
 BJ3562.No superseded survey control is available for this station.
 BJ3562
 BJ3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ228131(NAD 83)
 BJ3562_MARKER: DB = BENCH MARK DISK
 BJ3562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3562_SP_SET: CONCRETE POST
 BJ3562_STAMPING: 46V4 1984
 BJ3562_MARK LOGO: LADH  
 BJ3562_PROJECTION: FLUSH
 BJ3562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3562+STABILITY: SURFACE MOTION
 BJ3562
 BJ3562  HISTORY     - Date     Condition        Report By
 BJ3562  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3562
 BJ3562                          STATION DESCRIPTION
 BJ3562
 BJ3562'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3562'IN GREENSBURG.
 BJ3562'ABOUT 0.5 KM (0.3 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3562'GREENSBURG TO THE FIRST BAPTIST CHURCH ON THE RIGHT WITH THE BENCH
 BJ3562'MARK SET IN THE SOUTHWEST CORNER OF THE CHURCH YARD IN THE CORNER OF A
 BJ3562'SIDEWALK, 35.4 METERS (116 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 BJ3562'OF A RED BRICK BUILDING ON THE SOUTH SIDE OF HIGHWAY 10, 27.6 METERS
 BJ3562'(90.5 FT) EAST-NORTHEAST OF THE JUNCTION OF HIGHWAYS 10 AND 37,
 BJ3562'26.2 METERS (86 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BJ3562'CHURCH, AND 13.4 METERS (44 FT) NORTH-NORTHEAST OF THE CENTER OF
 BJ3562'HIGHWAY 10.
 BJ3562'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3562'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3837 ***********************************************************************
 BJ3837  DESIGNATION -  46 V 40
 BJ3837  PID         -  BJ3837
 BJ3837  STATE/COUNTY-  LA/ST HELENA
 BJ3837  USGS QUAD   -  LIVERPOOL (1981)
 BJ3837
 BJ3837                         *CURRENT SURVEY CONTROL
 BJ3837  ___________________________________________________________________
 BJ3837* NAD 83(1986)-  30 55 49.     (N)    090 38 48.     (W)     SCALED    
 BJ3837* NAVD 88     -        87.680  (meters)     287.66   (feet)  ADJUSTED  
 BJ3837  ___________________________________________________________________
 BJ3837  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3837  DYNAMIC HT  -          87.567 (meters)     287.29  (feet)  COMP
 BJ3837  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ3837
 BJ3837  VERT ORDER  -  SECOND    CLASS I
 BJ3837
 BJ3837.The horizontal coordinates were scaled from a topographic map and have
 BJ3837.an estimated accuracy of +/- 6 seconds.
 BJ3837
 BJ3837.The orthometric height was determined by differential leveling
 BJ3837.and adjusted by the National Geodetic Survey in February 1994..
 BJ3837
 BJ3837.The geoid height was determined by GEOID03.
 BJ3837
 BJ3837.The dynamic height is computed by dividing the NAVD 88
 BJ3837.geopotential number by the normal gravity value computed on the
 BJ3837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3837.degrees latitude (g = 980.6199 gals.).
 BJ3837
 BJ3837.The modeled gravity was interpolated from observed gravity values.
 BJ3837
 BJ3837;                    North         East    Units  Estimated Accuracy
 BJ3837;SPC LA S     -   269,590.    1,065,630.      MT  (+/- 180 meters Scaled)
 BJ3837
 BJ3837                          SUPERSEDED SURVEY CONTROL
 BJ3837
 BJ3837.No superseded survey control is available for this station.
 BJ3837
 BJ3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ248242(NAD 83)
 BJ3837_MARKER: DB = BENCH MARK DISK
 BJ3837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3837_SP_SET: CONCRETE POST
 BJ3837_STAMPING: 46V40 1985
 BJ3837_MARK LOGO: LADH  
 BJ3837_PROJECTION: FLUSH
 BJ3837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3837+STABILITY: SURFACE MOTION
 BJ3837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3837+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3837
 BJ3837  HISTORY     - Date     Condition        Report By
 BJ3837  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3837  HISTORY     - 19890524 GOOD             LADTD
 BJ3837
 BJ3837                          STATION DESCRIPTION
 BJ3837
 BJ3837'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3837'14.5 KM (9.0 MI) WEST FROM KENTWOOD.
 BJ3837'THE MARK IS 1.22 M ABOVE THE HIGHWAY.
 BJ3837'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3837'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3837'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 14.2 KM (8.8 MI) TO THE
 BJ3837'BENCH MARK ON THE LEFT, 18.3 METERS (60 FT) EAST NORTHEAST OF A
 BJ3837'30-INCH OAK TREE, 16.5 METERS (54 FT) SOUTH SOUTHEAST OF A WHITE WOOD
 BJ3837'FRAME HOME, 15.5 METERS (51 FT) SOUTH OF THE CENTER OF STATE HIGHWAY
 BJ3837'38, AND 0.46 METER (1.5 FT) NORTH NORTHEAST OF A 3 STRAND BARBED WIRE
 BJ3837'FENCE CORNER.
 BJ3837'THE MARK IS 0.46 METERS  NNW FROM A WITNESS POST.
 BJ3837
 BJ3837                          STATION RECOVERY (1989)
 BJ3837
 BJ3837'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3837'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST OF KENTWOOD AND
 BJ3837'15.8 KM (9.80 MI) EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3837'TRANSPORTATION AND DEVELOPMENT.
 BJ3837'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3837'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3837'TURN RIGHT AND GO WEST FOR 14.2 KM (8.80 MI) ON HIGHWAY 38 TO THE MARK
 BJ3837'ON THE LEFT,  18.3 M (60.0 FT) EAST-NORTHEAST FROM A 30-INCH OAK
 BJ3837'TREE, 16.5 M (54.1 FT) SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF A
 BJ3837'WHITE WOOD FRAME HOUSE, 15.5 M (50.9 FT) SOUTH FROM THE CENTER OF THE
 BJ3837'HIGHWAY AND 0.46 M (1.5 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST
 BJ3837'WITH A SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 BJ3837'1.22 M (4.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3838 ***********************************************************************
 BJ3838  DESIGNATION -  46 V 41
 BJ3838  PID         -  BJ3838
 BJ3838  STATE/COUNTY-  LA/ST HELENA
 BJ3838  USGS QUAD   -  LIVERPOOL (1981)
 BJ3838
 BJ3838                         *CURRENT SURVEY CONTROL
 BJ3838  ___________________________________________________________________
 BJ3838* NAD 83(1986)-  30 55 43.     (N)    090 37 49.     (W)     SCALED    
 BJ3838* NAVD 88     -        81.424  (meters)     267.14   (feet)  ADJUSTED  
 BJ3838  ___________________________________________________________________
 BJ3838  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3838  DYNAMIC HT  -          81.319 (meters)     266.79  (feet)  COMP
 BJ3838  MODELED GRAV-     979,355.2   (mgal)                       NAVD 88
 BJ3838
 BJ3838  VERT ORDER  -  SECOND    CLASS I
 BJ3838
 BJ3838.The horizontal coordinates were scaled from a topographic map and have
 BJ3838.an estimated accuracy of +/- 6 seconds.
 BJ3838
 BJ3838.The orthometric height was determined by differential leveling
 BJ3838.and adjusted by the National Geodetic Survey in February 1994..
 BJ3838
 BJ3838.The geoid height was determined by GEOID03.
 BJ3838
 BJ3838.The dynamic height is computed by dividing the NAVD 88
 BJ3838.geopotential number by the normal gravity value computed on the
 BJ3838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3838.degrees latitude (g = 980.6199 gals.).
 BJ3838
 BJ3838.The modeled gravity was interpolated from observed gravity values.
 BJ3838
 BJ3838;                    North         East    Units  Estimated Accuracy
 BJ3838;SPC LA S     -   269,420.    1,067,200.      MT  (+/- 180 meters Scaled)
 BJ3838
 BJ3838                          SUPERSEDED SURVEY CONTROL
 BJ3838
 BJ3838.No superseded survey control is available for this station.
 BJ3838
 BJ3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ264240(NAD 83)
 BJ3838_MARKER: DB = BENCH MARK DISK
 BJ3838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3838_SP_SET: CONCRETE POST
 BJ3838_STAMPING: 46V41 1985
 BJ3838_MARK LOGO: LADH  
 BJ3838_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3838+STABILITY: SURFACE MOTION
 BJ3838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3838+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3838
 BJ3838  HISTORY     - Date     Condition        Report By
 BJ3838  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3838  HISTORY     - 19890524 GOOD             LADTD
 BJ3838
 BJ3838                          STATION DESCRIPTION
 BJ3838
 BJ3838'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3838'12.9 KM (8.0 MI) WEST FROM KENTWOOD.
 BJ3838'THE MARK IS 0.76 M ABOVE THE HIGHWAY.
 BJ3838'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3838'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3838'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 12.5 KM (7.8 MI) TO THE
 BJ3838'BENCH MARK ON THE RIGHT, 21.0 METERS (69 FT) NORTH OF THE CENTER OF
 BJ3838'STATE HIGHWAY 38, 7.6 METERS (25 FT) NORTH OF THE SOUTHEAST CORNER OF
 BJ3838'A FENCE SURROUNDING THE NEW ZION CEMETARY, 6.1 METERS (20 FT) WEST OF
 BJ3838'A GRAVEL ROAD RUNNING NORTH, AND 0.46 METER (1.5 FT) EAST OF A
 BJ3838'CHAINLINK FENCE SURROUNDING THE NEW ZION CEMETARY.
 BJ3838'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3838
 BJ3838                          STATION RECOVERY (1989)
 BJ3838
 BJ3838'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3838'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) WEST OF KENTWOOD AND
 BJ3838'17.4 KM (10.80 MI) EAST OF CHIPOLA.  OWNERSHIP--NEW ZION BATIST
 BJ3838'CHURCH.
 BJ3838'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3838'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION OF STATE HIGHWAY 38. TURN
 BJ3838'RIGHT AND GO WEST FOR 12.5 KM (7.75 MI) ON HIGHWAY 38 TO THE MARK ON
 BJ3838'THE RIGHT AT THE NEW ZION BATIST CHURCH CEMETARY.
 BJ3838'THE STATION IS 21.0 M (68.9 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BJ3838'7.6 M (24.9 FT) NORTH FROM THE SOUTHEAST CORNER OF A FENCE SURROUNDING
 BJ3838'THE CEMETARY, 6.1 M (20.0 FT) WEST FROM A GRAVEL ROAD LEADING NORTH,
 BJ3838'0.5 M (1.6 FT) EAST FROM A CHAIN LINK FENCE AND 0.46 M (1.5 FT) EAST
 BJ3838'FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS RECESSED 3
 BJ3838'CM BELOW THE GROUND AND 0.76 M (2.5 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3839 ***********************************************************************
 BJ3839  DESIGNATION -  46 V 42
 BJ3839  PID         -  BJ3839
 BJ3839  STATE/COUNTY-  LA/ST HELENA
 BJ3839  USGS QUAD   -  KENTWOOD (1980)
 BJ3839
 BJ3839                         *CURRENT SURVEY CONTROL
 BJ3839  ___________________________________________________________________
 BJ3839* NAD 83(1986)-  30 55 43.     (N)    090 36 38.     (W)     SCALED    
 BJ3839* NAVD 88     -        92.879  (meters)     304.72   (feet)  ADJUSTED  
 BJ3839  ___________________________________________________________________
 BJ3839  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3839  DYNAMIC HT  -          92.760 (meters)     304.33  (feet)  COMP
 BJ3839  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 BJ3839
 BJ3839  VERT ORDER  -  SECOND    CLASS I
 BJ3839
 BJ3839.The horizontal coordinates were scaled from a topographic map and have
 BJ3839.an estimated accuracy of +/- 6 seconds.
 BJ3839
 BJ3839.The orthometric height was determined by differential leveling
 BJ3839.and adjusted by the National Geodetic Survey in February 1994..
 BJ3839
 BJ3839.The geoid height was determined by GEOID03.
 BJ3839
 BJ3839.The dynamic height is computed by dividing the NAVD 88
 BJ3839.geopotential number by the normal gravity value computed on the
 BJ3839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3839.degrees latitude (g = 980.6199 gals.).
 BJ3839
 BJ3839.The modeled gravity was interpolated from observed gravity values.
 BJ3839
 BJ3839;                    North         East    Units  Estimated Accuracy
 BJ3839;SPC LA S     -   269,430.    1,069,080.      MT  (+/- 180 meters Scaled)
 BJ3839
 BJ3839                          SUPERSEDED SURVEY CONTROL
 BJ3839
 BJ3839.No superseded survey control is available for this station.
 BJ3839
 BJ3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ283241(NAD 83)
 BJ3839_MARKER: DB = BENCH MARK DISK
 BJ3839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3839_SP_SET: CONCRETE POST
 BJ3839_STAMPING: 46V42 1985
 BJ3839_MARK LOGO: LADH  
 BJ3839_PROJECTION: FLUSH
 BJ3839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3839+STABILITY: SURFACE MOTION
 BJ3839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3839+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3839
 BJ3839  HISTORY     - Date     Condition        Report By
 BJ3839  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3839  HISTORY     - 19890524 GOOD             LADTD
 BJ3839
 BJ3839                          STATION DESCRIPTION
 BJ3839
 BJ3839'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3839'11.1 KM (6.9 MI) WEST FROM KENTWOOD.
 BJ3839'THE MARK IS 0.34 M ABOVE THE HIGHWAY.
 BJ3839'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3839'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3839'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 10.7 KM (6.7 MI) TO THE
 BJ3839'BENCH MARK ON THE LEFT, 21.5 METERS (70.5 FT) EAST NORTHEAST OF A
 BJ3839'POWER POLE WITH A TRANSFORMER, 12.0 METERS (39.5 FT) SOUTH OF THE
 BJ3839'CENTERLINE OF STATE HIGHWAY 38, 1.4 METERS (4.5 FT) EAST NORTHEAST OF
 BJ3839'TELEPHONE BOX NO. 64, 0.76 METER (2.5 FT) NORTH NORTHWEST OF A NET
 BJ3839'WIRE FENCE.
 BJ3839'THE MARK IS 0.61 METERS  NNW FROM A WITNESS POST.
 BJ3839
 BJ3839                          STATION RECOVERY (1989)
 BJ3839
 BJ3839'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3839'THE STATION IS LOCATED ABOUT 11.1 KM (6.90 MI) WEST OF KENTWOOD AND
 BJ3839'20.5 KM (12.75 MI) EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3839'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3839'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3839'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3839'TURN RIGHT AND GO WEST FOR 10.7 KM (6.65 MI) TO THE MARK ON THE LEFT.
 BJ3839'THE STATION IS 21.5 M (70.5 FT) EAST-NORTHEAST FROM A POWER POLE WITH
 BJ3839'A TRANSFORMER ATTACHED, 15.2 M (49.9 FT) SOUTHWEST FROM THE CENTER OF
 BJ3839'THE SOUTH END OF A CONCRETE BOX HEADWALL CULVERT RUNNING UNDER HIGHWAY
 BJ3839'38, 12.0 M (39.4 FT) SOUTH FROM THE CENTER OF THE HIGHWAY, 1.4 M
 BJ3839'(4.6 FT) EAST-NORTHEAST FROM TELEPHONE JUNCTION BOX NO 64, 0.8 M
 BJ3839'(2.6 FT) NORTH-NORTHWEST FROM A NET WIRE FENCE AND 0.6 M (2.0 FT)
 BJ3839'NORTH-NORTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 BJ3839'MARK IS FLUSH WITH THE GROUND AND 0.3 M (1.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3840 ***********************************************************************
 BJ3840  DESIGNATION -  46 V 43
 BJ3840  PID         -  BJ3840
 BJ3840  STATE/COUNTY-  LA/ST HELENA
 BJ3840  USGS QUAD   -  KENTWOOD (1980)
 BJ3840
 BJ3840                         *CURRENT SURVEY CONTROL
 BJ3840  ___________________________________________________________________
 BJ3840* NAD 83(1986)-  30 55 52.     (N)    090 35 46.     (W)     SCALED    
 BJ3840* NAVD 88     -        80.958  (meters)     265.61   (feet)  ADJUSTED  
 BJ3840  ___________________________________________________________________
 BJ3840  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3840  DYNAMIC HT  -          80.854 (meters)     265.27  (feet)  COMP
 BJ3840  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BJ3840
 BJ3840  VERT ORDER  -  SECOND    CLASS I
 BJ3840
 BJ3840.The horizontal coordinates were scaled from a topographic map and have
 BJ3840.an estimated accuracy of +/- 6 seconds.
 BJ3840
 BJ3840.The orthometric height was determined by differential leveling
 BJ3840.and adjusted by the National Geodetic Survey in February 1994..
 BJ3840
 BJ3840.The geoid height was determined by GEOID03.
 BJ3840
 BJ3840.The dynamic height is computed by dividing the NAVD 88
 BJ3840.geopotential number by the normal gravity value computed on the
 BJ3840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3840.degrees latitude (g = 980.6199 gals.).
 BJ3840
 BJ3840.The modeled gravity was interpolated from observed gravity values.
 BJ3840
 BJ3840;                    North         East    Units  Estimated Accuracy
 BJ3840;SPC LA S     -   269,710.    1,070,460.      MT  (+/- 180 meters Scaled)
 BJ3840
 BJ3840                          SUPERSEDED SURVEY CONTROL
 BJ3840
 BJ3840.No superseded survey control is available for this station.
 BJ3840
 BJ3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ296244(NAD 83)
 BJ3840_MARKER: DB = BENCH MARK DISK
 BJ3840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3840_SP_SET: CONCRETE POST
 BJ3840_STAMPING: 46V43 1985
 BJ3840_MARK LOGO: LADH  
 BJ3840_PROJECTION: FLUSH
 BJ3840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3840+STABILITY: SURFACE MOTION
 BJ3840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3840+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3840
 BJ3840  HISTORY     - Date     Condition        Report By
 BJ3840  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3840  HISTORY     - 19890524 GOOD             LADTD
 BJ3840
 BJ3840                          STATION DESCRIPTION
 BJ3840
 BJ3840'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3840'9.4 KM (5.85 MI) WEST FROM KENTWOOD.
 BJ3840'THE MARK IS 1.22 M ABOVE THE HIGHWAY.
 BJ3840'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3840'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3840'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 9.1 KM (5.65 MI) TO THE
 BJ3840'BENCH MARK ON THE RIGHT, 18.3 METERS (60 FT) NORTH OF THE CENTERLINE
 BJ3840'OF STATE HIGHWAY 38, 13.7 METERS (45 FT) EAST OF THE CENTER OF A
 BJ3840'PARISH BLACKTOP ROAD LEADING NORTH, AND 1.22 METERS (4 FT) SOUTHWEST
 BJ3840'OF A NET WIRE FENCE.
 BJ3840'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 BJ3840
 BJ3840                          STATION RECOVERY (1989)
 BJ3840
 BJ3840'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3840'THE STATION IS LOCATED ABOUT 9.4 KM (5.85 MI) WEST OF KENTWOOD AND
 BJ3840'20.5 EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3840'TRANSPORTATION AND DEVELOPMENT.
 BJ3840'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3840'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION OF STATE HIGHWAY 38. TURN
 BJ3840'RIGHT AND GO WEST FOR 9.1 KM (5.65 MI) TO THE MARK ON THE RIGHT.
 BJ3840'THE STATION IS 18.3 M (60.0 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BJ3840'13.7 M (44.9 FT) EAST FROM THE CENTER OF A PARISH BLACKTOP ROAD
 BJ3840'LEADING NORTH, 1.2 M (3.9 FT) SOUTHWEST FROM A NET WIRE FENCE AND 0.9
 BJ3840'M (3.0 FT) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED. THE
 BJ3840'MARK IS FLUSH WITH THE GROUND AND 1.22 M (4.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3841 ***********************************************************************
 BJ3841  DESIGNATION -  46 V 44
 BJ3841  PID         -  BJ3841
 BJ3841  STATE/COUNTY-  LA/ST HELENA
 BJ3841  USGS QUAD   -  KENTWOOD (1980)
 BJ3841
 BJ3841                         *CURRENT SURVEY CONTROL
 BJ3841  ___________________________________________________________________
 BJ3841* NAD 83(1986)-  30 55 49.     (N)    090 34 55.     (W)     SCALED    
 BJ3841* NAVD 88     -        84.191  (meters)     276.22   (feet)  ADJUSTED  
 BJ3841  ___________________________________________________________________
 BJ3841  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3841  DYNAMIC HT  -          84.082 (meters)     275.86  (feet)  COMP
 BJ3841  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 BJ3841
 BJ3841  VERT ORDER  -  SECOND    CLASS I
 BJ3841
 BJ3841.The horizontal coordinates were scaled from a topographic map and have
 BJ3841.an estimated accuracy of +/- 6 seconds.
 BJ3841
 BJ3841.The orthometric height was determined by differential leveling
 BJ3841.and adjusted by the National Geodetic Survey in February 1994..
 BJ3841
 BJ3841.The geoid height was determined by GEOID03.
 BJ3841
 BJ3841.The dynamic height is computed by dividing the NAVD 88
 BJ3841.geopotential number by the normal gravity value computed on the
 BJ3841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3841.degrees latitude (g = 980.6199 gals.).
 BJ3841
 BJ3841.The modeled gravity was interpolated from observed gravity values.
 BJ3841
 BJ3841;                    North         East    Units  Estimated Accuracy
 BJ3841;SPC LA S     -   269,630.    1,071,820.      MT  (+/- 180 meters Scaled)
 BJ3841
 BJ3841                          SUPERSEDED SURVEY CONTROL
 BJ3841
 BJ3841.No superseded survey control is available for this station.
 BJ3841
 BJ3841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ310243(NAD 83)
 BJ3841_MARKER: DB = BENCH MARK DISK
 BJ3841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3841_SP_SET: CONCRETE POST
 BJ3841_STAMPING: 46V44 1985
 BJ3841_MARK LOGO: LADH  
 BJ3841_PROJECTION: FLUSH
 BJ3841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3841+STABILITY: SURFACE MOTION
 BJ3841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3841+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3841
 BJ3841  HISTORY     - Date     Condition        Report By
 BJ3841  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3841  HISTORY     - 19890524 GOOD             LADTD
 BJ3841
 BJ3841                          STATION DESCRIPTION
 BJ3841
 BJ3841'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3841'8.0 KM (4.95 MI) WEST FROM KENTWOOD.
 BJ3841'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3841'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3841'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3841'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 7.6 KM (4.75 MI) TO THE
 BJ3841'BENCH MARK ON THE RIGHT, 14.6 METERS (48 FT) NORTH OF THE CENTERLINE
 BJ3841'OF STATE HIGHWAY 38, 10.1 METERS (33 FT) WEST OF THE MIDDLE ONE OF
 BJ3841'THREE WARNING SIGNS FOR THE PLANTATION PIPELINE CO. (PETROLEUM) ON THE
 BJ3841'NORTH SIDE OF STATE HIGHWAY 38, 7.3 METERS (24 FT) EAST OF A 16-INCH
 BJ3841'SWEET GUM TREE, AND 0.8 METER (2.5 FT) SOUTH OF A 4 STRAND BARBED WIRE
 BJ3841'FENCE.
 BJ3841'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3841
 BJ3841                          STATION RECOVERY (1989)
 BJ3841
 BJ3841'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3841'THE STATION IS LOCATED ABOUT 8.0 M (4.95 MI) WEST OF KENTWOOD AND 22.0
 BJ3841'KM (13.65 MI) EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3841'TRANSPORTATION AND DEVELOPMENT.
 BJ3841'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3841'ON FIFTH STREET TO THE JUNCTION OF STATE HIGHWAY 38.  TURN RIGHT AND
 BJ3841'GO WEST FOR 7.6 KM (4.70 MI) ON HIGHWAY 38 TO THE MARK ON THE RIGHT
 BJ3841'JUST WEST OF A PIPELINE CROSSING.
 BJ3841'THE STATION IS 14.6 M (47.9 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BJ3841'10.1 M (33.1 FT) WEST FROM THE MIDDLE ONE OF THREE WARNING SIGNS FOR
 BJ3841'THE PLANTATION PIPELINE COMPANY, 7.3 M (24.0 FT) EAST FROM A 16-INCH
 BJ3841'SWEET GUM TREE, 0.8 M (2.6 FT) SOUTH FROM A 4 STRAND BARBED WIRE FENCE
 BJ3841'AND 0.6 M (2.0 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3841'THE MARK IS FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3842 ***********************************************************************
 BJ3842  DESIGNATION -  46 V 45
 BJ3842  PID         -  BJ3842
 BJ3842  STATE/COUNTY-  LA/ST HELENA
 BJ3842  USGS QUAD   -  KENTWOOD (1980)
 BJ3842
 BJ3842                         *CURRENT SURVEY CONTROL
 BJ3842  ___________________________________________________________________
 BJ3842* NAD 83(1986)-  30 55 41.     (N)    090 34 12.     (W)     SCALED    
 BJ3842* NAVD 88     -        84.388  (meters)     276.86   (feet)  ADJUSTED  
 BJ3842  ___________________________________________________________________
 BJ3842  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3842  DYNAMIC HT  -          84.279 (meters)     276.51  (feet)  COMP
 BJ3842  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BJ3842
 BJ3842  VERT ORDER  -  SECOND    CLASS I
 BJ3842
 BJ3842.The horizontal coordinates were scaled from a topographic map and have
 BJ3842.an estimated accuracy of +/- 6 seconds.
 BJ3842
 BJ3842.The orthometric height was determined by differential leveling
 BJ3842.and adjusted by the National Geodetic Survey in February 1994..
 BJ3842
 BJ3842.The geoid height was determined by GEOID03.
 BJ3842
 BJ3842.The dynamic height is computed by dividing the NAVD 88
 BJ3842.geopotential number by the normal gravity value computed on the
 BJ3842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3842.degrees latitude (g = 980.6199 gals.).
 BJ3842
 BJ3842.The modeled gravity was interpolated from observed gravity values.
 BJ3842
 BJ3842;                    North         East    Units  Estimated Accuracy
 BJ3842;SPC LA S     -   269,390.    1,072,960.      MT  (+/- 180 meters Scaled)
 BJ3842
 BJ3842                          SUPERSEDED SURVEY CONTROL
 BJ3842
 BJ3842.No superseded survey control is available for this station.
 BJ3842
 BJ3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ321241(NAD 83)
 BJ3842_MARKER: DB = BENCH MARK DISK
 BJ3842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3842_SP_SET: CONCRETE POST
 BJ3842_STAMPING: 46V45 1985
 BJ3842_MARK LOGO: LADH  
 BJ3842_PROJECTION: FLUSH
 BJ3842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3842+STABILITY: SURFACE MOTION
 BJ3842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3842+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3842
 BJ3842  HISTORY     - Date     Condition        Report By
 BJ3842  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3842  HISTORY     - 19890524 GOOD             LADTD
 BJ3842
 BJ3842                          STATION DESCRIPTION
 BJ3842
 BJ3842'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3842'6.8 KM (4.2 MI) WEST FROM KENTWOOD.
 BJ3842'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
 BJ3842'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3842'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3842'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 6.4 KM (4.0 MI) TO THE
 BJ3842'BENCH MARK ON THE RIGHT, 16.5 METERS (54 FT) EAST OF THE CENTERLINE OF
 BJ3842'THE EAST DRIVE LEADING TO A WOOD FRAME HOUSE BELONGING TO MR KEITH
 BJ3842'BIRCH, 10.7 METERS (35 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 BJ3842'38, 7.2 METERS (23.5 FT) SOUTH SOUTHEAST OF A 10-INCH PECAN TREE IN
 BJ3842'THE YARD OF MR KEITH BIRCH, AND 1.7 METERS (5.5 FT) EAST OF A POWER
 BJ3842'POLE WITH ONE TRANSFORMER ATTACHED.
 BJ3842'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3842
 BJ3842                          STATION RECOVERY (1989)
 BJ3842
 BJ3842'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3842'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) WEST OF KENTWOOD AND
 BJ3842'23.2 KM (14.40 MI) EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3842'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3842'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3842'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3842'TURN RIGHT AND GO WEST FOR 6.4 KM (4.00 MI) ON HIGHWAY 38 TO THE MARK
 BJ3842'ON THE RIGHT,  16.5 M (54.1 FT) EAST FROM THE CENTER OF THE EAST DRIVE
 BJ3842'LEADING TO A WOOD FRAME HOUSE BELONGING TO MR. KEITH BIRCH, 10.7 M
 BJ3842'(35.1 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 7.2 M (23.6 FT)
 BJ3842'SOUTH-SOUTHEAST FROM A 10-INCH PECAN TREE, 1.7 M (5.6 FT) EAST FROM A
 BJ3842'POWER POLE WITH A TRANSFORMER ATTACHED AND 0.46 M (1.5 FT) EAST FROM A
 BJ3842'METAL WITNESS WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND
 BJ3842'AND 0.6 M (2.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3563 ***********************************************************************
 BJ3563  DESIGNATION -  46 V 5 LADH
 BJ3563  PID         -  BJ3563
 BJ3563  STATE/COUNTY-  LA/ST HELENA
 BJ3563  USGS QUAD   -  GREENSBURG (1981)
 BJ3563
 BJ3563                         *CURRENT SURVEY CONTROL
 BJ3563  ___________________________________________________________________
 BJ3563* NAD 83(1986)-  30 50 16.     (N)    090 41 10.     (W)     SCALED    
 BJ3563* NAVD 88     -        73.436  (meters)     240.93   (feet)  ADJUSTED  
 BJ3563  ___________________________________________________________________
 BJ3563  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3563  DYNAMIC HT  -          73.341 (meters)     240.62  (feet)  COMP
 BJ3563  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3563
 BJ3563  VERT ORDER  -  SECOND    CLASS I
 BJ3563
 BJ3563.The horizontal coordinates were scaled from a topographic map and have
 BJ3563.an estimated accuracy of +/- 6 seconds.
 BJ3563
 BJ3563.The orthometric height was determined by differential leveling
 BJ3563.and adjusted by the National Geodetic Survey in February 1994..
 BJ3563
 BJ3563.The geoid height was determined by GEOID03.
 BJ3563
 BJ3563.The dynamic height is computed by dividing the NAVD 88
 BJ3563.geopotential number by the normal gravity value computed on the
 BJ3563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3563.degrees latitude (g = 980.6199 gals.).
 BJ3563
 BJ3563.The modeled gravity was interpolated from observed gravity values.
 BJ3563
 BJ3563;                    North         East    Units  Estimated Accuracy
 BJ3563;SPC LA S     -   259,310.    1,061,920.      MT  (+/- 180 meters Scaled)
 BJ3563
 BJ3563                          SUPERSEDED SURVEY CONTROL
 BJ3563
 BJ3563.No superseded survey control is available for this station.
 BJ3563
 BJ3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ213139(NAD 83)
 BJ3563_MARKER: DB = BENCH MARK DISK
 BJ3563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3563_SP_SET: CONCRETE POST
 BJ3563_STAMPING: 46V5 1984
 BJ3563_MARK LOGO: LADH  
 BJ3563_PROJECTION: FLUSH
 BJ3563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3563+STABILITY: SURFACE MOTION
 BJ3563
 BJ3563  HISTORY     - Date     Condition        Report By
 BJ3563  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3563
 BJ3563                          STATION DESCRIPTION
 BJ3563
 BJ3563'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3563'IN GREENSBURG.
 BJ3563'ABOUT 2.1 KM (1.3 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3563'GREENSBURG TO THE BENCH MARK ON THE RIGHT SET ON TOP OF A HILL IN
 BJ3563'FRONT OF MR BUCK CUTRERS RESIDENT, 30.5 METERS (100 FT)
 BJ3563'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF MR CUTRERS CARPORCH TO HOUSE,
 BJ3563'26.5 METERS (87 FT) NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 10,
 BJ3563'14.9 METERS (49 FT) NORTH OF POWER POLE NUMBER GW8, 12.2 METERS
 BJ3563'(40 FT) WEST-NORTHWEST OF THE CENTER OF A GRAVEL DRIVE, AND
 BJ3563'10.5 METERS (34.5 FT) EAST OF A 5-STRAND BARB WIRE FENCE.
 BJ3563'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3563'THE MARK IS 3.05 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3564 ***********************************************************************
 BJ3564  DESIGNATION -  46 V 6 LADH
 BJ3564  PID         -  BJ3564
 BJ3564  STATE/COUNTY-  LA/ST HELENA
 BJ3564  USGS QUAD   -  GREENSBURG (1981)
 BJ3564
 BJ3564                         *CURRENT SURVEY CONTROL
 BJ3564  ___________________________________________________________________
 BJ3564* NAD 83(1986)-  30 51 00.     (N)    090 42 57.     (W)     SCALED    
 BJ3564* NAVD 88     -        84.018  (meters)     275.65   (feet)  ADJUSTED  
 BJ3564  ___________________________________________________________________
 BJ3564  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3564  DYNAMIC HT  -          83.909 (meters)     275.29  (feet)  COMP
 BJ3564  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3564
 BJ3564  VERT ORDER  -  SECOND    CLASS I
 BJ3564
 BJ3564.The horizontal coordinates were scaled from a topographic map and have
 BJ3564.an estimated accuracy of +/- 6 seconds.
 BJ3564
 BJ3564.The orthometric height was determined by differential leveling
 BJ3564.and adjusted by the National Geodetic Survey in February 1994..
 BJ3564
 BJ3564.The geoid height was determined by GEOID03.
 BJ3564
 BJ3564.The dynamic height is computed by dividing the NAVD 88
 BJ3564.geopotential number by the normal gravity value computed on the
 BJ3564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3564.degrees latitude (g = 980.6199 gals.).
 BJ3564
 BJ3564.The modeled gravity was interpolated from observed gravity values.
 BJ3564
 BJ3564;                    North         East    Units  Estimated Accuracy
 BJ3564;SPC LA S     -   260,650.    1,059,070.      MT  (+/- 180 meters Scaled)
 BJ3564
 BJ3564                          SUPERSEDED SURVEY CONTROL
 BJ3564
 BJ3564.No superseded survey control is available for this station.
 BJ3564
 BJ3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ184152(NAD 83)
 BJ3564_MARKER: DB = BENCH MARK DISK
 BJ3564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3564_SP_SET: CONCRETE POST
 BJ3564_STAMPING: 46V6 1984
 BJ3564_MARK LOGO: LADH  
 BJ3564_PROJECTION: FLUSH
 BJ3564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3564+STABILITY: SURFACE MOTION
 BJ3564
 BJ3564  HISTORY     - Date     Condition        Report By
 BJ3564  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3564
 BJ3564                          STATION DESCRIPTION
 BJ3564
 BJ3564'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3564'5.3 KM (3.3 MI) NW FROM GREENSBURG.
 BJ3564'ABOUT 5.3 KM (3.3 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3564'GREENSBURG TO THE JUNCTION WITH A PARISH BLACKTOP ON THE RIGHT WITH
 BJ3564'THE BENCH MARK SET IN THE NORTHWEST QUADRANT OF THE JUNCTION,
 BJ3564'17.4 METERS (57 FT) NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 10,
 BJ3564'16.2 METERS (53 FT) WEST OF A TELEPHONE BRACE POLE, 13.7 METERS
 BJ3564'(45 FT) EAST-NORTHEAST OF POWER POLE NUMBER GW-35 WITH TRANSFORMER,
 BJ3564'10.1 METERS (33 FT) WEST OF THE CENTER OF A BLACKTOP PARISH ROAD,
 BJ3564'3.7 METERS (12 FT) WEST OF A TELEPHONE JUNCTION BOX, AND 3.4 METERS
 BJ3564'(11 FT) EAST-SOUTHEAST OF A 14-INCH GUM TREE.
 BJ3564'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ3564'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3565 ***********************************************************************
 BJ3565  DESIGNATION -  46 V 7 LADH
 BJ3565  PID         -  BJ3565
 BJ3565  STATE/COUNTY-  LA/ST HELENA
 BJ3565  USGS QUAD   -  GREENSBURG (1981)
 BJ3565
 BJ3565                         *CURRENT SURVEY CONTROL
 BJ3565  ___________________________________________________________________
 BJ3565* NAD 83(1986)-  30 51 53.     (N)    090 44 53.     (W)     SCALED    
 BJ3565* NAVD 88     -        86.357  (meters)     283.32   (feet)  ADJUSTED  
 BJ3565  ___________________________________________________________________
 BJ3565  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3565  DYNAMIC HT  -          86.245 (meters)     282.96  (feet)  COMP
 BJ3565  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BJ3565
 BJ3565  VERT ORDER  -  SECOND    CLASS I
 BJ3565
 BJ3565.The horizontal coordinates were scaled from a topographic map and have
 BJ3565.an estimated accuracy of +/- 6 seconds.
 BJ3565
 BJ3565.The orthometric height was determined by differential leveling
 BJ3565.and adjusted by the National Geodetic Survey in February 1994..
 BJ3565
 BJ3565.The geoid height was determined by GEOID03.
 BJ3565
 BJ3565.The dynamic height is computed by dividing the NAVD 88
 BJ3565.geopotential number by the normal gravity value computed on the
 BJ3565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3565.degrees latitude (g = 980.6199 gals.).
 BJ3565
 BJ3565.The modeled gravity was interpolated from observed gravity values.
 BJ3565
 BJ3565;                    North         East    Units  Estimated Accuracy
 BJ3565;SPC LA S     -   262,270.    1,055,980.      MT  (+/- 180 meters Scaled)
 BJ3565
 BJ3565                          SUPERSEDED SURVEY CONTROL
 BJ3565
 BJ3565.No superseded survey control is available for this station.
 BJ3565
 BJ3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ153167(NAD 83)
 BJ3565_MARKER: DB = BENCH MARK DISK
 BJ3565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3565_SP_SET: CONCRETE POST
 BJ3565_STAMPING: 46V7 1984
 BJ3565_MARK LOGO: LADH  
 BJ3565_PROJECTION: FLUSH
 BJ3565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3565+STABILITY: SURFACE MOTION
 BJ3565
 BJ3565  HISTORY     - Date     Condition        Report By
 BJ3565  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3565
 BJ3565                          STATION DESCRIPTION
 BJ3565
 BJ3565'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3565'8.7 KM (5.4 MI) NW FROM GREENSBURG.
 BJ3565'ABOUT 8.7 KM (5.4 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3565'GREENSBURG TO THE JUNCTION WITH A GRAVEL ROAD ON THE RIGHT LEADING
 BJ3565'INTO THE WOMACK MUSE CEMETARY WITH THE BENCH MARK WEST OF THE GRAVEL
 BJ3565'ROAD, 21.6 METERS (71 FT) NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 10,
 BJ3565'19.5 METERS (64 FT) EAST-SOUTHEAST OF POWER POLE NUMBER DN4-30,
 BJ3565'6.4 METERS (21 FT) WEST-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD,
 BJ3565'AND 0.9 METERS (3 FT) NORTH OF THE WOMACK MUSE CEMETARY SIGN.
 BJ3565'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3565'THE MARK IS 0.91 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3567 ***********************************************************************
 BJ3567  DESIGNATION -  46 V 8 LADH
 BJ3567  PID         -  BJ3567
 BJ3567  STATE/COUNTY-  LA/ST HELENA
 BJ3567  USGS QUAD   -  CHIPOLA (1984)
 BJ3567
 BJ3567                         *CURRENT SURVEY CONTROL
 BJ3567  ___________________________________________________________________
 BJ3567* NAD 83(1986)-  30 52 35.     (N)    090 46 40.     (W)     SCALED    
 BJ3567* NAVD 88     -        73.588  (meters)     241.43   (feet)  ADJUSTED  
 BJ3567  ___________________________________________________________________
 BJ3567  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3567  DYNAMIC HT  -          73.493 (meters)     241.12  (feet)  COMP
 BJ3567  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 BJ3567
 BJ3567  VERT ORDER  -  SECOND    CLASS I
 BJ3567
 BJ3567.The horizontal coordinates were scaled from a topographic map and have
 BJ3567.an estimated accuracy of +/- 6 seconds.
 BJ3567
 BJ3567.The orthometric height was determined by differential leveling
 BJ3567.and adjusted by the National Geodetic Survey in February 1994..
 BJ3567
 BJ3567.The geoid height was determined by GEOID03.
 BJ3567
 BJ3567.The dynamic height is computed by dividing the NAVD 88
 BJ3567.geopotential number by the normal gravity value computed on the
 BJ3567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3567.degrees latitude (g = 980.6199 gals.).
 BJ3567
 BJ3567.The modeled gravity was interpolated from observed gravity values.
 BJ3567
 BJ3567;                    North         East    Units  Estimated Accuracy
 BJ3567;SPC LA S     -   263,550.    1,053,130.      MT  (+/- 180 meters Scaled)
 BJ3567
 BJ3567                          SUPERSEDED SURVEY CONTROL
 BJ3567
 BJ3567.No superseded survey control is available for this station.
 BJ3567
 BJ3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ124180(NAD 83)
 BJ3567_MARKER: DB = BENCH MARK DISK
 BJ3567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3567_SP_SET: CONCRETE POST
 BJ3567_STAMPING: 46V8 1984
 BJ3567_MARK LOGO: LADH  
 BJ3567_PROJECTION: FLUSH
 BJ3567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3567+STABILITY: SURFACE MOTION
 BJ3567
 BJ3567  HISTORY     - Date     Condition        Report By
 BJ3567  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3567
 BJ3567                          STATION DESCRIPTION
 BJ3567
 BJ3567'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3567'11.9 KM (7.4 MI) NW FROM GREENSBURG.
 BJ3567'ABOUT 11.9 KM (7.4 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3567'GREENSBURG TO THE BENCH MARK ON THE LEFT NEXT TO A FENCE, 64.6 METERS
 BJ3567'(212 FT) SOUTH-SOUTHEAST OF THE EAST END OF A CONCRETE PIPE UNDER A
 BJ3567'GRAVEL DRIVE, 43.3 METERS (142 FT) SOUTH-SOUTHEAST OF POWER POLE
 BJ3567'NUMBER DN4-4, 18.9 METERS (62 FT) SOUTH-SOUTHWEST OF THE CENTER OF
 BJ3567'HIGHWAY 10, 0.8 METER (2.5 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER, AND
 BJ3567'0.6 METER (2 FT) NORTH-NORTHEAST OF A 5-STRAND BARB WIRE FENCE.
 BJ3567'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 BJ3567'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3572 ***********************************************************************
 BJ3572  DESIGNATION -  46 V 9 LADH
 BJ3572  PID         -  BJ3572
 BJ3572  STATE/COUNTY-  LA/ST HELENA
 BJ3572  USGS QUAD   -  CHIPOLA (1984)
 BJ3572
 BJ3572                         *CURRENT SURVEY CONTROL
 BJ3572  ___________________________________________________________________
 BJ3572* NAD 83(1986)-  30 52 55.     (N)    090 47 44.     (W)     SCALED    
 BJ3572* NAVD 88     -        65.508  (meters)     214.92   (feet)  ADJUSTED  
 BJ3572  ___________________________________________________________________
 BJ3572  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3572  DYNAMIC HT  -          65.424 (meters)     214.65  (feet)  COMP
 BJ3572  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 BJ3572
 BJ3572  VERT ORDER  -  SECOND    CLASS I
 BJ3572
 BJ3572.The horizontal coordinates were scaled from a topographic map and have
 BJ3572.an estimated accuracy of +/- 6 seconds.
 BJ3572
 BJ3572.The orthometric height was determined by differential leveling
 BJ3572.and adjusted by the National Geodetic Survey in February 1994..
 BJ3572
 BJ3572.The geoid height was determined by GEOID03.
 BJ3572
 BJ3572.The dynamic height is computed by dividing the NAVD 88
 BJ3572.geopotential number by the normal gravity value computed on the
 BJ3572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3572.degrees latitude (g = 980.6199 gals.).
 BJ3572
 BJ3572.The modeled gravity was interpolated from observed gravity values.
 BJ3572
 BJ3572;                    North         East    Units  Estimated Accuracy
 BJ3572;SPC LA S     -   264,160.    1,051,430.      MT  (+/- 180 meters Scaled)
 BJ3572
 BJ3572                          SUPERSEDED SURVEY CONTROL
 BJ3572
 BJ3572.No superseded survey control is available for this station.
 BJ3572
 BJ3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ107186(NAD 83)
 BJ3572_MARKER: DB = BENCH MARK DISK
 BJ3572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3572_SP_SET: CONCRETE POST
 BJ3572_STAMPING: 46V9 1984
 BJ3572_MARK LOGO: LADH  
 BJ3572_PROJECTION: FLUSH
 BJ3572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3572+STABILITY: SURFACE MOTION
 BJ3572
 BJ3572  HISTORY     - Date     Condition        Report By
 BJ3572  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3572
 BJ3572                          STATION DESCRIPTION
 BJ3572
 BJ3572'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3572'13.7 KM (8.5 MI) NW FROM GREENSBURG.
 BJ3572'ABOUT 13.7 KM (8.5 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3572'GREENSBURG TO THE BENCH MARK ON THE RIGHT NEAR A CROSS DRAIN,
 BJ3572'74.1 METERS (243 FT) WEST OF THE WEST END OF A CONCRETE SIDE UNDER A
 BJ3572'GRAVEL DRIVE, 73.8 METERS (242 FT) EAST-NORTHEAST OF THE NORTH END OF
 BJ3572'A CONCRETE CROSS DRAIN UNDER HIGHWAY 10, 14.9 METERS (49 FT)
 BJ3572'NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 10, 1.1 METERS (3.5 FT) WEST
 BJ3572'OF A RIGHT-OF-WAY MARKER, AND 0.6 METER (2.5 FT) SOUTH-SOUTHEAST OF A
 BJ3572'5-STRAND BARB WIRE FENCE.
 BJ3572'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 BJ3572'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4081 ***********************************************************************
 BJ4081  DESIGNATION -  462
 BJ4081  PID         -  BJ4081
 BJ4081  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4081  USGS QUAD   -  COMITE (1996)
 BJ4081
 BJ4081                         *CURRENT SURVEY CONTROL
 BJ4081  ___________________________________________________________________
 BJ4081* NAD 83(1986)-  30 34 07.     (N)    091 02 53.     (W)     SCALED    
 BJ4081* NAVD 88     -        21.380  (meters)      70.14   (feet)  ADJUSTED  
 BJ4081  ___________________________________________________________________
 BJ4081  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4081  DYNAMIC HT  -          21.352 (meters)      70.05  (feet)  COMP
 BJ4081  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ4081
 BJ4081  VERT ORDER  -  SECOND    CLASS II
 BJ4081
 BJ4081.The horizontal coordinates were scaled from a topographic map and have
 BJ4081.an estimated accuracy of +/- 6 seconds.
 BJ4081
 BJ4081.The orthometric height was determined by differential leveling
 BJ4081.and adjusted by the National Geodetic Survey in February 1994..
 BJ4081
 BJ4081.The geoid height was determined by GEOID03.
 BJ4081
 BJ4081.The dynamic height is computed by dividing the NAVD 88
 BJ4081.geopotential number by the normal gravity value computed on the
 BJ4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4081.degrees latitude (g = 980.6199 gals.).
 BJ4081
 BJ4081.The modeled gravity was interpolated from observed gravity values.
 BJ4081
 BJ4081;                    North         East    Units  Estimated Accuracy
 BJ4081;SPC LA S     -   229,330.    1,027,370.      MT  (+/- 180 meters Scaled)
 BJ4081
 BJ4081                          SUPERSEDED SURVEY CONTROL
 BJ4081
 BJ4081.No superseded survey control is available for this station.
 BJ4081
 BJ4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP871834(NAD 83)
 BJ4081_MARKER: DB = BENCH MARK DISK
 BJ4081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4081_SP_SET: CONCRETE POST
 BJ4081_STAMPING: 462
 BJ4081_MARK LOGO: LA-033
 BJ4081_PROJECTION: FLUSH
 BJ4081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4081+STABILITY: SURFACE MOTION
 BJ4081
 BJ4081  HISTORY     - Date     Condition        Report By
 BJ4081  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4081  HISTORY     - 1987     GOOD             LA-033
 BJ4081
 BJ4081                          STATION DESCRIPTION
 BJ4081
 BJ4081'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4081'IN BATON ROUGE.
 BJ4081'AT THE INTERSECTION OF SULLIVAN ROAD AND JOOR ROAD IN THE NORTHEAST
 BJ4081'SECTION OF BATON ROUGE, 25 METERS (82 FT) SOUTHWEST OF A PROJECTED
 BJ4081'CENTERLINE OF SULLIVAN ROAD, 19.2 METERS (63 FT) NORTHEAST OF THE
 BJ4081'CENTER OF A CONCRETE DRIVEWAY, 17.7 METERS (58 FT) NORTHWEST OF THE
 BJ4081'CENTERLINE OF JOOR ROAD, 0.6 METERS (2 FT) SOUTHWEST OF A TELEPHONE
 BJ4081'POLE AND NORTHWEST ACROSS JOOR ROAD FROM LEARN N CARE CONCRETE BLOCK
 BJ4081'BUILDING.
 BJ4081'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4081'THE MARK IS ABOVE LEVEL WITH JOOR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4082 ***********************************************************************
 BJ4082  DESIGNATION -  463
 BJ4082  PID         -  BJ4082
 BJ4082  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4082  USGS QUAD   -  COMITE (1996)
 BJ4082
 BJ4082                         *CURRENT SURVEY CONTROL
 BJ4082  ___________________________________________________________________
 BJ4082* NAD 83(1986)-  30 31 40.     (N)    091 01 39.     (W)     SCALED    
 BJ4082* NAVD 88     -        16.824  (meters)      55.20   (feet)  ADJUSTED  
 BJ4082  ___________________________________________________________________
 BJ4082  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4082  DYNAMIC HT  -          16.802 (meters)      55.12  (feet)  COMP
 BJ4082  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ4082
 BJ4082  VERT ORDER  -  SECOND    CLASS II
 BJ4082
 BJ4082.The horizontal coordinates were scaled from a topographic map and have
 BJ4082.an estimated accuracy of +/- 6 seconds.
 BJ4082
 BJ4082.The orthometric height was determined by differential leveling
 BJ4082.and adjusted by the National Geodetic Survey in February 1994..
 BJ4082
 BJ4082.The geoid height was determined by GEOID03.
 BJ4082
 BJ4082.The dynamic height is computed by dividing the NAVD 88
 BJ4082.geopotential number by the normal gravity value computed on the
 BJ4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4082.degrees latitude (g = 980.6199 gals.).
 BJ4082
 BJ4082.The modeled gravity was interpolated from observed gravity values.
 BJ4082
 BJ4082;                    North         East    Units  Estimated Accuracy
 BJ4082;SPC LA S     -   224,810.    1,029,350.      MT  (+/- 180 meters Scaled)
 BJ4082
 BJ4082                          SUPERSEDED SURVEY CONTROL
 BJ4082
 BJ4082.No superseded survey control is available for this station.
 BJ4082
 BJ4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP892789(NAD 83)
 BJ4082_MARKER: DB = BENCH MARK DISK
 BJ4082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4082_SP_SET: CONCRETE POST
 BJ4082_STAMPING: 463
 BJ4082_MARK LOGO: LA-033
 BJ4082_PROJECTION: FLUSH
 BJ4082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4082+STABILITY: SURFACE MOTION
 BJ4082
 BJ4082  HISTORY     - Date     Condition        Report By
 BJ4082  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4082  HISTORY     - 1987     GOOD             LA-033
 BJ4082
 BJ4082                          STATION DESCRIPTION
 BJ4082
 BJ4082'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4082'IN BATON ROUGE.
 BJ4082'THIS MARK IS AT THE INTERSECTION OF SULLIVAN ROAD AND SUMMERS ROAD IN
 BJ4082'THE NORTHEAST PART OF BATON ROUGE, 10.7 METERS (35 FT) EAST OF THE
 BJ4082'CENTERLINE OF SULLIVAN ROAD, 7.6 METERS (25 FT) SOUTH OF THE CENTER
 BJ4082'OF SUMMERS ROAD, 2.1 METERS (7 FT) SOUTH OF A CORNER FENCE POST AND
 BJ4082'1.5 METERS (5 FT) WEST OF A FENCE.
 BJ4082'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ4082'THE MARK IS 0.61 M BELOW SULLIVAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3436 ***********************************************************************
 AU3436  TIDAL BM    -  This is a Tidal Bench Mark.
 AU3436  DESIGNATION -  4634 A
 AU3436  PID         -  AU3436
 AU3436  STATE/COUNTY-  LA/ST MARY
 AU3436  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU3436
 AU3436                         *CURRENT SURVEY CONTROL
 AU3436  ___________________________________________________________________
 AU3436* NAD 83(1992)-  29 31 47.78021(N)    091 31 00.46240(W)     ADJUSTED  
 AU3436* NAVD 88     -         0.2    (meters)       1.     (feet)  VERTCON   
 AU3436  ___________________________________________________________________
 AU3436  X           -    -147,016.953 (meters)                     COMP
 AU3436  Y           -  -5,552,155.974 (meters)                     COMP
 AU3436  Z           -   3,125,130.204 (meters)                     COMP
 AU3436  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU3436  ELLIP HEIGHT-         -25.22  (meters)          (01/21/93) GPS OBS
 AU3436  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AU3436
 AU3436  HORZ ORDER  -  SECOND
 AU3436  ELLP ORDER  -  FOURTH    CLASS II
 AU3436
 AU3436.The horizontal coordinates were established by GPS observations
 AU3436.and adjusted by the National Geodetic Survey in January 1993..
 AU3436
 AU3436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3436
 AU3436.This Tidal Bench Mark is designated as VM 15801
 AU3436.by the Center for Operational Oceanographic Products and Services.
 AU3436
 AU3436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3436
 AU3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3436
 AU3436.The ellipsoidal height was determined by GPS observations
 AU3436.and is referenced to NAD 83.
 AU3436
 AU3436.The geoid height was determined by GEOID03.
 AU3436
 AU3436;                    North         East     Units Scale Factor Converg.
 AU3436;SPC LA S     -   114,178.374   982,216.359   MT  0.99995929   -0 05 30.2
 AU3436;SPC LA S     -   374,600.22  3,222,488.17   sFT  0.99995929   -0 05 30.2
 AU3436;UTM  15      - 3,267,617.690   643,729.350   MT  0.99985490   +0 43 52.2
 AU3436
 AU3436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3436!SPC LA S     -   1.00000396  x   0.99995929  =   0.99996325
 AU3436!UTM  15      -   1.00000396  x   0.99985490  =   0.99985886
 AU3436
 AU3436                          SUPERSEDED SURVEY CONTROL
 AU3436
 AU3436  NAD 83(1986)-  29 31 47.79991(N)    091 31 00.45570(W) AD(       ) 2
 AU3436  NGVD 29 (03/26/92)    0.3    (m)            1.     (f) GPS OBS        
 AU3436
 AU3436.Superseded values are not recommended for survey control.
 AU3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3436.See file dsdata.txt to determine how the superseded data were derived.
 AU3436
 AU3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4372967618(NAD 83)
 AU3436_MARKER: DD = SURVEY DISK
 AU3436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU3436_STAMPING: 4634 A 1991
 AU3436_MARK LOGO: NOS   
 AU3436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AU3436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AU3436+STABILITY: POSITION/ELEVATION WELL
 AU3436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3436+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AU3436
 AU3436  HISTORY     - Date     Condition        Report By
 AU3436  HISTORY     - 1991     MONUMENTED       NOS
 AU3436
 AU3436                          STATION DESCRIPTION
 AU3436
 AU3436'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AU3436'THE STATION IS LOCATED APPROXIMATELY 2 MI (3.22 KM) EAST OF POINT
 AU3436'CHEVREUIL IN AN AREA OF SHELLS AND MARSH WSW OF HORSESHOE BAYOU.
 AU3436'TO REACH THE MARK FROM THE BOAT RAMP AT THE SALT POINT CAMP AREA,
 AU3436'PROCEED SOUTH AROUND POINT CHEVREUIL THEN HEAD EAST FOR APPROXIMATELY
 AU3436'2 MI (3.22 KM) AND STATION TO THE NORTH.
 AU3436'THE STATION IS A STANDARD NOS BENCH MARK DISK STAMPED ---4634 A
 AU3436'1991--- CRIMPED TO THE TOP OF A STAINLESS STEEEL ROD THAT HAS BEEN
 AU3436'DRIVEN 24 FT (7.32 M) INTO THE GROUND.  IT IS SET IN A 4 INCH
 AU3436'DIAMETER BY 4 FT (1.22 M) DEEP WHITE PVC PIPE WHICH HAS BEEN FILLED
 AU3436'WITH CONCRETE.  IT IS 5.9 FT (1.80 M) SOUTH OF A RED FIBERGLASS
 AU3436'WITNESS POST, 9.0 FT (2.74 M) WEST OF THE EAST SHORE OF A SHELL POINT
 AU3436'AND 2.0 FT (0.61 M) EAST OF THE WEST SHORE OF THE SHELL POINT.  THE
 AU3436'MARK PROJECTS 22 INCHES ABOVE THE GROUND.  STATION 4634 C IS 72.5 FT
 AU3436'(22.10 M) SOUTHEAST OF STATION 4634 A.
 AU3436'DESCRIBED BY A.L. GRIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3546 ***********************************************************************
 AU3546  DESIGNATION -  4634 F
 AU3546  PID         -  AU3546
 AU3546  STATE/COUNTY-  LA/ST MARY
 AU3546  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU3546
 AU3546                         *CURRENT SURVEY CONTROL
 AU3546  ___________________________________________________________________
 AU3546* NAD 83(1992)-  29 31 49.12167(N)    091 31 00.34393(W)     ADJUSTED  
 AU3546* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 AU3546  ___________________________________________________________________
 AU3546  X           -    -147,013.235 (meters)                     COMP
 AU3546  Y           -  -5,552,136.081 (meters)                     COMP
 AU3546  Z           -   3,125,166.355 (meters)                     COMP
 AU3546  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU3546  ELLIP HEIGHT-         -24.79  (meters)          (11/12/93) GPS OBS
 AU3546  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU3546
 AU3546  HORZ ORDER  -  SECOND
 AU3546  ELLP ORDER  -  FIFTH     CLASS I
 AU3546
 AU3546.The horizontal coordinates were established by GPS observations
 AU3546.and adjusted by the National Geodetic Survey in November 1993..
 AU3546
 AU3546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3546
 AU3546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3546
 AU3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3546
 AU3546.The ellipsoidal height was determined by GPS observations
 AU3546.and is referenced to NAD 83.
 AU3546
 AU3546.The geoid height was determined by GEOID03.
 AU3546
 AU3546;                    North         East     Units Scale Factor Converg.
 AU3546;SPC LA S     -   114,219.671   982,219.615   MT  0.99995924   -0 05 30.2
 AU3546;SPC LA S     -   374,735.70  3,222,498.85   sFT  0.99995924   -0 05 30.2
 AU3546;UTM  15      - 3,267,659.025   643,732.012   MT  0.99985491   +0 43 52.3
 AU3546
 AU3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3546!SPC LA S     -   1.00000389  x   0.99995924  =   0.99996313
 AU3546!UTM  15      -   1.00000389  x   0.99985491  =   0.99985880
 AU3546
 AU3546                          SUPERSEDED SURVEY CONTROL
 AU3546
 AU3546  NGVD 29 (11/12/93)    0.8    (m)            3.     (f) GPS OBS        
 AU3546
 AU3546.Superseded values are not recommended for survey control.
 AU3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3546.See file dsdata.txt to determine how the superseded data were derived.
 AU3546
 AU3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4373267659(NAD 83)
 AU3546_MARKER: DD = SURVEY DISK
 AU3546_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3546_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AU3546_STAMPING: 4634 F 1992
 AU3546_MARK LOGO: NOS   
 AU3546_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AU3546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3546+STABILITY: SURFACE MOTION
 AU3546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3546+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AU3546
 AU3546  HISTORY     - Date     Condition        Report By
 AU3546  HISTORY     - 1992     MONUMENTED       NOS
 AU3546
 AU3546                          STATION DESCRIPTION
 AU3546
 AU3546'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AU3546'THE BENCH MARK AREA IS LOCATED APPROX. 1.5 MILE (2.4 KM) ENE OF POINT
 AU3546'CHEVREUIL ON THE ATCHAFALYA BAY IN AN AREA OF MARSH WEST SOUTHWEST OF
 AU3546'HORSESHOE BAYOU. TO REACH THE MARKS FROM THE BOAT RAMP AT SALT POINT
 AU3546'CAMPING AREA, PROCEED SOUTH BY BOAT AROUND POINT CHEVREUIL THEN ENE
 AU3546'FOR APPROX 1.5 MI (2.4 KM) TO THE AREA NEAR THE SHORELINE. THREE
 AU3546'PILINGS ARE LOCATED OFFSHORE NEAR THE AREA. THE MARK IS LOCATED AT
 AU3546'THE EASTERN MOST EDGE OF THE CLEARING AND IS 7.6 M (24.9 FT) NORTH OF
 AU3546'THE MHWL. IT IS UNDER APPROX. 6 IN OF WHITE SHELLS WHICH FORM A BERM
 AU3546'ALONG THE SHORELINE OF THE CLEARING. THE MARK IS LOCATED NEAR THE
 AU3546'CENTER SHORELINE CLEARING AT THE NORTH EDGE OF THE SHELL BERM IN AN
 AU3546'AREA OF HYACINTH. IT IS 12.5 M (41.0 FT) NORTH OF THE MHWL. THE MARK
 AU3546'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2337 ***********************************************************************
 BJ2337  DESIGNATION -  47
 BJ2337  PID         -  BJ2337
 BJ2337  STATE/COUNTY-  LA/ST MARTIN
 BJ2337  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2337
 BJ2337                         *CURRENT SURVEY CONTROL
 BJ2337  ___________________________________________________________________
 BJ2337* NAD 83(1986)-  30 24 58.     (N)    091 41 48.     (W)     SCALED    
 BJ2337* NAVD 88     -         8.66   (+/-2cm)      28.4    (feet)  VERTCON   
 BJ2337  ___________________________________________________________________
 BJ2337  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2337
 BJ2337  VERT ORDER  -  ? (See Below)
 BJ2337
 BJ2337.The horizontal coordinates were scaled from a topographic map and have
 BJ2337.an estimated accuracy of +/- 6 seconds.
 BJ2337
 BJ2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2337.The vertical order pertains to the NGVD 29 superseded value.
 BJ2337
 BJ2337.The geoid height was determined by GEOID03.
 BJ2337
 BJ2337;                    North         East    Units  Estimated Accuracy
 BJ2337;SPC LA S     -   212,450.      965,090.      MT  (+/- 180 meters Scaled)
 BJ2337
 BJ2337                          SUPERSEDED SURVEY CONTROL
 BJ2337
 BJ2337  NGVD 29 (??/??/??)    8.670  (m)           28.44   (f) ADJUSTED    ?  
 BJ2337
 BJ2337.Superseded values are not recommended for survey control.
 BJ2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2337.See file dsdata.txt to determine how the superseded data were derived.
 BJ2337
 BJ2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP251656(NAD 83)
 BJ2337_MARKER: S = SPIKE
 BJ2337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2337_SP_SET: TREE
 BJ2337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2337
 BJ2337  HISTORY     - Date     Condition        Report By
 BJ2337  HISTORY     - UNK      MONUMENTED       DOD
 BJ2337  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2337
 BJ2337                          STATION DESCRIPTION
 BJ2337
 BJ2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2337'10.5 MI S FROM SHERBURNE.
 BJ2337'IN SAINT MARTIN PARISH, ABOUT 10-1/2 MILES SOUTH ALONG THE LEVEE FROM
 BJ2337'THE STORE AT SHERBURNE, POINTE COUPEE PARISH, ABOUT 1-3/4 MILES NORTH
 BJ2337'OF THE MOUTH OF ALABAMA BAYOU, ABOUT 1/2 MILE NORTH OF THE MOUTH OF
 BJ2337'INDIAN BAYOU ON THE OPPOSITE BANK OF THE ATCHAFALAYA RIVER, 185 FEET
 BJ2337'LANDSIDE OF LEVEE STATION 2770+82, ON THE EAST BANK OF THE RIVER, IN
 BJ2337'SEC. 115, T. 7 S., R. 8 E., ABOUT 110 FEET SOUTH OF THE END OF THE
 BJ2337'LEVEE, 25 FEET WEST OF THE BANK OF A WASHOUT AT THE END OF THE LEVEE,
 BJ2337'IN THE DIAMOND BLAZE OF A 12-INCH WILLOW TREE, AND ABOUT 2-1/2 FEET
 BJ2337'HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1585 ***********************************************************************
 AU1585  DESIGNATION -  47 BOLT
 AU1585  PID         -  AU1585
 AU1585  STATE/COUNTY-  LA/ASSUMPTION
 AU1585  USGS QUAD   -  PIERRE PART (1980)
 AU1585
 AU1585                         *CURRENT SURVEY CONTROL
 AU1585  ___________________________________________________________________
 AU1585* NAD 83(1986)-  29 55 40.     (N)    091 13 42.     (W)     SCALED    
 AU1585* NAVD 88     -         0.07   (+/-2cm)       0.2    (feet)  VERTCON   
 AU1585  ___________________________________________________________________
 AU1585  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AU1585
 AU1585  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1585
 AU1585.The horizontal coordinates were scaled from a topographic map and have
 AU1585.an estimated accuracy of +/- 6 seconds.
 AU1585
 AU1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1585.The vertical order pertains to the NGVD 29 superseded value.
 AU1585
 AU1585.The geoid height was determined by GEOID03.
 AU1585
 AU1585;                    North         East    Units  Estimated Accuracy
 AU1585;SPC LA S     -   158,270.    1,010,140.      MT  (+/- 180 meters Scaled)
 AU1585
 AU1585                          SUPERSEDED SURVEY CONTROL
 AU1585
 AU1585  NGVD 29 (??/??/??)    0.127  (m)            0.42   (f) ADJUSTED    1 2
 AU1585
 AU1585.Superseded values are not recommended for survey control.
 AU1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1585.See file dsdata.txt to determine how the superseded data were derived.
 AU1585
 AU1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP710121(NAD 83)
 AU1585_MARKER: B = BOLT
 AU1585_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU1585_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU1585_STAMPING: PBM 47 1934
 AU1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1585
 AU1585  HISTORY     - Date     Condition        Report By
 AU1585  HISTORY     - 1934     MONUMENTED       DOD
 AU1585  HISTORY     - 1964     GOOD             CGS
 AU1585
 AU1585                          STATION DESCRIPTION
 AU1585
 AU1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AU1585'1.75 MI NW FROM BELLE RIVER.
 AU1585'ABOUT 1.75 MILES NORTHWEST ALONG STATE ROAD 1016-2 FROM THE NORTH END
 AU1585'OF DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, ON THE PROPERTY OF MR.
 AU1585'CILDAY LACOIN, 111 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET
 AU1585'EAST OF THE NORTHEAST CORNER OF AN OLD HOUSE, 15.5 FEET SOUTH OF THE
 AU1585'SOUTHEAST CORNER OF AN OLD GARAGE, 7 FEET NORTH OF A FENCE, ABOUT
 AU1585'LEVEL WITH THE ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 AU1585'ABOUT 2.5 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 AU1585'PIPE WHICH PROJECTS 14 INCHES AND BEARS A CORPS OF ENGINEERS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2339 ***********************************************************************
 BJ2339  DESIGNATION -  47 C
 BJ2339  PID         -  BJ2339
 BJ2339  STATE/COUNTY-  LA/ST MARTIN
 BJ2339  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2339
 BJ2339                         *CURRENT SURVEY CONTROL
 BJ2339  ___________________________________________________________________
 BJ2339* NAD 83(1986)-  30 24 49.     (N)    091 41 00.     (W)     SCALED    
 BJ2339* NAVD 88     -         8.17   (+/-2cm)      26.8    (feet)  VERTCON   
 BJ2339  ___________________________________________________________________
 BJ2339  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2339
 BJ2339  VERT ORDER  -  ? (See Below)
 BJ2339
 BJ2339.The horizontal coordinates were scaled from a topographic map and have
 BJ2339.an estimated accuracy of +/- 6 seconds.
 BJ2339
 BJ2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2339.The vertical order pertains to the NGVD 29 superseded value.
 BJ2339
 BJ2339.The geoid height was determined by GEOID03.
 BJ2339
 BJ2339;                    North         East    Units  Estimated Accuracy
 BJ2339;SPC LA S     -   212,170.      966,370.      MT  (+/- 180 meters Scaled)
 BJ2339
 BJ2339                          SUPERSEDED SURVEY CONTROL
 BJ2339
 BJ2339  NGVD 29 (??/??/??)    8.178  (m)           26.83   (f) ADJUSTED    ?  
 BJ2339
 BJ2339.Superseded values are not recommended for survey control.
 BJ2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2339.See file dsdata.txt to determine how the superseded data were derived.
 BJ2339
 BJ2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP264653(NAD 83)
 BJ2339_MARKER: S = SPIKE
 BJ2339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2339_SP_SET: TREE
 BJ2339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2339
 BJ2339  HISTORY     - Date     Condition        Report By
 BJ2339  HISTORY     - UNK      MONUMENTED       DOD
 BJ2339  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2339
 BJ2339                          STATION DESCRIPTION
 BJ2339
 BJ2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2339'4.5 MI NE FROM EAST ATCHAFALAYA.
 BJ2339'4-1/2 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM
 BJ2339'THE POST OFFICE AT EAST ATCHAFALAYA, SAINT MARTIN PARISH, 2 FEET WEST
 BJ2339'OF LEVEE STATION 2830+00, ON THE WEST BANK OF ALABAMA BAYOU, IN SEC.
 BJ2339'2, T. 7 S., R. 8 E., IN A WILLOW THICKET, ABOUT 6,000 FEET SOUTH OF
 BJ2339'THE END OF THE LEVEE, ABOUT 1,500 FEET NORTH OF A DYKE, ABOUT 800 FEET
 BJ2339'NORTHWEST OF THE BANK OF THE BAYOU, IN A 12-INCH WILLOW TREE, AND
 BJ2339'ABOUT 1.5 FEET HIGHER THAN THE GROUND.  A SPIKE.  NOTE-- IT WAS
 BJ2339'REPORTED IN JUNE 1936 THAT THE HEAD OF THE SPIKE WAS BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1586 ***********************************************************************
 AU1586  DESIGNATION -  47 CAP
 AU1586  PID         -  AU1586
 AU1586  STATE/COUNTY-  LA/ASSUMPTION
 AU1586  USGS QUAD   -  PIERRE PART (1980)
 AU1586
 AU1586                         *CURRENT SURVEY CONTROL
 AU1586  ___________________________________________________________________
 AU1586* NAD 83(1986)-  29 55 40.     (N)    091 13 42.     (W)     SCALED    
 AU1586* NAVD 88     -         1.31   (+/-2cm)       4.3    (feet)  VERTCON   
 AU1586  ___________________________________________________________________
 AU1586  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AU1586
 AU1586  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1586
 AU1586.The horizontal coordinates were scaled from a topographic map and have
 AU1586.an estimated accuracy of +/- 6 seconds.
 AU1586
 AU1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1586.The vertical order pertains to the NGVD 29 superseded value.
 AU1586
 AU1586.The geoid height was determined by GEOID03.
 AU1586
 AU1586;                    North         East    Units  Estimated Accuracy
 AU1586;SPC LA S     -   158,270.    1,010,140.      MT  (+/- 180 meters Scaled)
 AU1586
 AU1586                          SUPERSEDED SURVEY CONTROL
 AU1586
 AU1586  NGVD 29 (??/??/??)    1.367  (m)            4.48   (f) ADJUSTED    1 2
 AU1586
 AU1586.Superseded values are not recommended for survey control.
 AU1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1586.See file dsdata.txt to determine how the superseded data were derived.
 AU1586
 AU1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP710121(NAD 83)
 AU1586_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AU1586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU1586_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU1586_STAMPING: PBM 47 1934
 AU1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1586
 AU1586  HISTORY     - Date     Condition        Report By
 AU1586  HISTORY     - 1934     MONUMENTED       DOD
 AU1586  HISTORY     - 1964     GOOD             CGS
 AU1586  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU1586
 AU1586                          STATION DESCRIPTION
 AU1586
 AU1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AU1586'1.75 MI NW FROM BELLE RIVER.
 AU1586'ABOUT 1.75 MILES NORTHWEST ALONG STATE ROAD 1016-2 FROM THE NORTH END
 AU1586'OF DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, ON THE PROPERTY OF MR.
 AU1586'CILDAY LACOIN, 111 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET
 AU1586'EAST OF THE NORTHEAST CORNER OF AN OLD HOUSE, 15.5 FEET SOUTH OF THE
 AU1586'SOUTHEAST CORNER OF AN OLD GARAGE, 7 FEET NORTH OF A FENCE, ABOUT
 AU1586'LEVEL WITH THE ROAD, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH
 AU1586'PROJECTS 14 INCHES AND BEARS A CORPS OF ENGINEERS CAP.
 AU1586
 AU1586                          STATION RECOVERY (1976)
 AU1586
 AU1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU1586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0800 ***********************************************************************
 BW0800  DESIGNATION -  47 DIETZE BOLT
 BW0800  PID         -  BW0800
 BW0800  STATE/COUNTY-  LA/TENSAS
 BW0800  USGS QUAD   -  CHAMBLEE (1994)
 BW0800
 BW0800                         *CURRENT SURVEY CONTROL
 BW0800  ___________________________________________________________________
 BW0800* NAD 83(1986)-  31 48 55.     (N)    091 22 12.     (W)     SCALED    
 BW0800* NAVD 88     -        21.18   (+/-2cm)      69.5    (feet)  VERTCON   
 BW0800  ___________________________________________________________________
 BW0800  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0800
 BW0800  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0800
 BW0800.The horizontal coordinates were scaled from a topographic map and have
 BW0800.an estimated accuracy of +/- 6 seconds.
 BW0800
 BW0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0800.The vertical order pertains to the NGVD 29 superseded value.
 BW0800
 BW0800.The geoid height was determined by GEOID03.
 BW0800
 BW0800;                    North         East    Units  Estimated Accuracy
 BW0800;SPC LA N     -   146,390.    1,106,980.      MT  (+/- 180 meters Scaled)
 BW0800
 BW0800                          SUPERSEDED SURVEY CONTROL
 BW0800
 BW0800  NGVD 29 (??/??/92)   21.190  (m)           69.52   (f) ADJ UNCH    1 2
 BW0800
 BW0800.Superseded values are not recommended for survey control.
 BW0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0800.See file dsdata.txt to determine how the superseded data were derived.
 BW0800
 BW0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR542211(NAD 83)
 BW0800_MARKER: B = BOLT
 BW0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0800_SP_SET: CONCRETE SLAB
 BW0800_STAMPING: P.B.M. 47
 BW0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0800
 BW0800  HISTORY     - Date     Condition        Report By
 BW0800  HISTORY     - UNK      MONUMENTED       DOD
 BW0800  HISTORY     - 1970     GOOD             LADTD
 BW0800
 BW0800                          STATION DESCRIPTION
 BW0800
 BW0800'DESCRIBED BY LA TRANSP AND DEV 1970
 BW0800'1.1 MI N FROM WATERPROOF.
 BW0800'ABOUT 1.1 MILE NORTH ALONG LOUISIANA HIGHWAY 568 FROM WATERPROOF HIGH
 BW0800'SCHOOL TO THE MARK.  IT IS 37.0 FEET SOUTHWEST OF THE CENTERLINE OF
 BW0800'LOUISIANA HIGHWAY 568, 55.0 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT
 BW0800'650 FEET SOUTH OF THE OLD GOLDMAN RESIDNECE, 300 FEET WEST OF THE
 BW0800'INTERSECTION OF A PRIVATE ROAD WITH LOUISIANA HIGHWAY 568, 20 FEET
 BW0800'NORTH OF A 3 FT. X 4 FT. CONCRETE BOX CULVERT.  A COPPER BOLT SET IN
 BW0800'THE TOP OF A CONCRETE SLAB 3.0 FEET UNDER GROUND, ACCESS TO WHICH IS
 BW0800'HAD THROUGH AN IRON PIPE PROJECTING 16 INCHES ABOVE GROUND AND BEARING
 BW0800'A CORPS OF ENGINEERS STANDARD CAP STAMPED PBM 47.  A STEEL WITNESS
 BW0800'POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0801 ***********************************************************************
 BW0801  DESIGNATION -  47 DIETZE CAP
 BW0801  PID         -  BW0801
 BW0801  STATE/COUNTY-  LA/TENSAS
 BW0801  USGS QUAD   -  CHAMBLEE (1994)
 BW0801
 BW0801                         *CURRENT SURVEY CONTROL
 BW0801  ___________________________________________________________________
 BW0801* NAD 83(1986)-  31 48 57.     (N)    091 22 02.     (W)     SCALED    
 BW0801* NAVD 88     -        22.325  (meters)      73.24   (feet)  ADJUSTED  
 BW0801  ___________________________________________________________________
 BW0801  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0801  DYNAMIC HT  -          22.299 (meters)      73.16  (feet)  COMP
 BW0801  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 BW0801
 BW0801  VERT ORDER  -  FIRST     CLASS II
 BW0801
 BW0801.The horizontal coordinates were scaled from a topographic map and have
 BW0801.an estimated accuracy of +/- 6 seconds.
 BW0801
 BW0801.The orthometric height was determined by differential leveling
 BW0801.and adjusted by the National Geodetic Survey in February 1994..
 BW0801
 BW0801.The geoid height was determined by GEOID03.
 BW0801
 BW0801.The dynamic height is computed by dividing the NAVD 88
 BW0801.geopotential number by the normal gravity value computed on the
 BW0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0801.degrees latitude (g = 980.6199 gals.).
 BW0801
 BW0801.The modeled gravity was interpolated from observed gravity values.
 BW0801
 BW0801;                    North         East    Units  Estimated Accuracy
 BW0801;SPC LA N     -   146,450.    1,107,240.      MT  (+/- 180 meters Scaled)
 BW0801
 BW0801                          SUPERSEDED SURVEY CONTROL
 BW0801
 BW0801  NAVD 88 (06/15/91)   22.338  (m)           73.29   (f) UNKNOWN     1 2
 BW0801  NGVD 29 (??/??/??)   22.334  (m)           73.27   (f) ADJUSTED    1 2
 BW0801
 BW0801.Superseded values are not recommended for survey control.
 BW0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0801.See file dsdata.txt to determine how the superseded data were derived.
 BW0801
 BW0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR545211(NAD 83)
 BW0801_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0801_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0801_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0801_STAMPING: P.B.M. 47
 BW0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0801
 BW0801  HISTORY     - Date     Condition        Report By
 BW0801  HISTORY     - UNK      MONUMENTED       DOD
 BW0801  HISTORY     - 1970     GOOD             LADTD
 BW0801  HISTORY     - 1979     GOOD             NGS
 BW0801
 BW0801                          STATION DESCRIPTION
 BW0801
 BW0801'DESCRIBED BY LA TRANSP AND DEV 1970
 BW0801'1.1 MI N FROM WATERPROOF.
 BW0801'ABOUT 1.1 MILE NORTH ALONG LOUISIANA HIGHWAY 568 FROM WATERPROOF HIGH
 BW0801'SCHOOL TO THE MARK.  IT IS 37.0 FEET SOUTHWEST OF THE CENTERLINE OF
 BW0801'LOUISIANA HIGHWAY 568, 55.0 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT
 BW0801'650 FEET SOUTH OF THE OLD GOLDMAN RESIDENCE, 300 FEET WEST OF THE
 BW0801'INTERSECTION OF A PRIVATE ROAD WITH LOUISIANA HIGHWAY 568, 20 FEET
 BW0801'NORTH OF A 3 FT. X 4 FT. CONCRETE BOX CULVERT.  AN IRON PIPE
 BW0801'PROJECTING 16 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS
 BW0801'STANDARD CAP STAMPED PBM 47.  A STEEL WITNESS POST IS SET 1.0 FOOT
 BW0801'NORTH OF THE MARK.
 BW0801
 BW0801                          STATION RECOVERY (1979)
 BW0801
 BW0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1752 ***********************************************************************
 CP1752  DESIGNATION -  4756
 CP1752  PID         -  CP1752
 CP1752  STATE/COUNTY-  LA/RICHLAND
 CP1752  USGS QUAD   -  RAYVILLE (1982)
 CP1752
 CP1752                         *CURRENT SURVEY CONTROL
 CP1752  ___________________________________________________________________
 CP1752* NAD 83(1986)-  32 28 33.     (N)    091 45 24.     (W)     SCALED    
 CP1752* NAVD 88     -        24.578  (meters)      80.64   (feet)  ADJUSTED  
 CP1752  ___________________________________________________________________
 CP1752  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1752  DYNAMIC HT  -          24.551 (meters)      80.55  (feet)  COMP
 CP1752  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CP1752
 CP1752  VERT ORDER  -  FIRST     CLASS I
 CP1752
 CP1752.The horizontal coordinates were scaled from a topographic map and have
 CP1752.an estimated accuracy of +/- 6 seconds.
 CP1752
 CP1752.The orthometric height was determined by differential leveling
 CP1752.and adjusted by the National Geodetic Survey in June 1991..
 CP1752
 CP1752.The geoid height was determined by GEOID03.
 CP1752
 CP1752.The dynamic height is computed by dividing the NAVD 88
 CP1752.geopotential number by the normal gravity value computed on the
 CP1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1752.degrees latitude (g = 980.6199 gals.).
 CP1752
 CP1752.The modeled gravity was interpolated from observed gravity values.
 CP1752
 CP1752;                    North         East    Units  Estimated Accuracy
 CP1752;SPC LA N     -   219,310.    1,069,870.      MT  (+/- 180 meters Scaled)
 CP1752
 CP1752                          SUPERSEDED SURVEY CONTROL
 CP1752
 CP1752  NGVD 29 (??/??/??)   24.608  (m)           80.73   (f) ADJUSTED    1 1
 CP1752
 CP1752.Superseded values are not recommended for survey control.
 CP1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1752.See file dsdata.txt to determine how the superseded data were derived.
 CP1752
 CP1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR168938(NAD 83)
 CP1752_MARKER: DD = SURVEY DISK
 CP1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1752_STAMPING: 4756
 CP1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1752+STABILITY: SURFACE MOTION
 CP1752
 CP1752  HISTORY     - Date     Condition        Report By
 CP1752  HISTORY     - UNK      MONUMENTED       LAGS
 CP1752  HISTORY     - 1966     GOOD             NGS
 CP1752  HISTORY     - 1969     GOOD             NGS
 CP1752
 CP1752                          STATION DESCRIPTION
 CP1752
 CP1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1752'0.15 MI E FROM RAYVILLE.
 CP1752'0.15 MILE EAST ALONG WEST MADELINE STREET FROM THE COURTHOUSE AT
 CP1752'RAYVILLE, IN SECTION 9, T 17 N, R 7 E, AT THE RAYVILLE HIGH SCHOOL, 40
 CP1752'FEET SOUTH OF THE CENTER LINE OF THE STREET, 24 FEET NORTHWEST OF THE
 CP1752'NORTHWEST CORNER OF THE HIGH SCHOOL BUILDING, 16 FEET NORTHEAST OF THE
 CP1752'NORTHEAST CORNER OF THE RICHLAND PARISH SCHOOL BOARD BUILDING, 12 FEET
 CP1752'SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK, 5 FEET WEST OF THE
 CP1752'WEST EDGE OF A SIDEWALK LEADING SOUTH TO THE BACK OF THE SCHOOL
 CP1752'BUILDING, ABOUT LEVEL WITH THE SIDEWALKS, AND SET IN THE TOP OF A
 CP1752'CONCRETE POST PROJECTING 1 INCH.
 CP1752
 CP1752                          STATION RECOVERY (1969)
 CP1752
 CP1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1724 ***********************************************************************
 CP1724  DESIGNATION -  4777
 CP1724  PID         -  CP1724
 CP1724  STATE/COUNTY-  LA/RICHLAND
 CP1724  USGS QUAD   -  DUNN (1987)
 CP1724
 CP1724                         *CURRENT SURVEY CONTROL
 CP1724  ___________________________________________________________________
 CP1724* NAD 83(1986)-  32 27 39.     (N)    091 31 56.     (W)     SCALED    
 CP1724* NAVD 88     -        27.902  (meters)      91.54   (feet)  ADJUSTED  
 CP1724  ___________________________________________________________________
 CP1724  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP1724  DYNAMIC HT  -          27.870 (meters)      91.44  (feet)  COMP
 CP1724  MODELED GRAV-     979,517.9   (mgal)                       NAVD 88
 CP1724
 CP1724  VERT ORDER  -  FIRST     CLASS I
 CP1724
 CP1724.The horizontal coordinates were scaled from a topographic map and have
 CP1724.an estimated accuracy of +/- 6 seconds.
 CP1724
 CP1724.The orthometric height was determined by differential leveling
 CP1724.and adjusted by the National Geodetic Survey in June 1991..
 CP1724
 CP1724.The geoid height was determined by GEOID03.
 CP1724
 CP1724.The dynamic height is computed by dividing the NAVD 88
 CP1724.geopotential number by the normal gravity value computed on the
 CP1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1724.degrees latitude (g = 980.6199 gals.).
 CP1724
 CP1724.The modeled gravity was interpolated from observed gravity values.
 CP1724
 CP1724;                    North         East    Units  Estimated Accuracy
 CP1724;SPC LA N     -   217,820.    1,090,980.      MT  (+/- 180 meters Scaled)
 CP1724
 CP1724                          SUPERSEDED SURVEY CONTROL
 CP1724
 CP1724  NGVD 29 (??/??/??)   27.922  (m)           91.61   (f) ADJUSTED    1 1
 CP1724
 CP1724.Superseded values are not recommended for survey control.
 CP1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1724.See file dsdata.txt to determine how the superseded data were derived.
 CP1724
 CP1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR379924(NAD 83)
 CP1724_MARKER: DD = SURVEY DISK
 CP1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1724_STAMPING: 4777
 CP1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1724+STABILITY: SURFACE MOTION
 CP1724
 CP1724  HISTORY     - Date     Condition        Report By
 CP1724  HISTORY     - UNK      MONUMENTED       LAGS
 CP1724  HISTORY     - 1968     GOOD             NGS
 CP1724
 CP1724                          STATION DESCRIPTION
 CP1724
 CP1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1724'2.3 MI W FROM DELHI.
 CP1724'2.3 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1724'DELHI, IN SECTION 15, T 17 N, R 9 E, 147 FEET NORTH AND ACROSS U.S.
 CP1724'HIGHWAY 80 FROM THE NORTH RAIL, 49 1/2 FEET NORTH OF THE CENTER LINE
 CP1724'OF THE HIGHWAY, 44 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 CP1724'81 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 1.3 FEET NORTH OF A
 CP1724'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CP1724'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 CP1724'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1406 ***********************************************************************
 CP1406  DESIGNATION -  4781
 CP1406  PID         -  CP1406
 CP1406  STATE/COUNTY-  LA/RICHLAND
 CP1406  USGS QUAD   -  DELHI (1986)
 CP1406
 CP1406                         *CURRENT SURVEY CONTROL
 CP1406  ___________________________________________________________________
 CP1406* NAD 83(1986)-  32 27 23.     (N)    091 29 40.     (W)     SCALED    
 CP1406* NAVD 88     -        29.193  (meters)      95.78   (feet)  ADJUSTED  
 CP1406  ___________________________________________________________________
 CP1406  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP1406  DYNAMIC HT  -          29.160 (meters)      95.67  (feet)  COMP
 CP1406  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 CP1406
 CP1406  VERT ORDER  -  FIRST     CLASS I
 CP1406
 CP1406.The horizontal coordinates were scaled from a topographic map and have
 CP1406.an estimated accuracy of +/- 6 seconds.
 CP1406
 CP1406.The orthometric height was determined by differential leveling
 CP1406.and adjusted by the National Geodetic Survey in June 1991..
 CP1406
 CP1406.The geoid height was determined by GEOID03.
 CP1406
 CP1406.The dynamic height is computed by dividing the NAVD 88
 CP1406.geopotential number by the normal gravity value computed on the
 CP1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1406.degrees latitude (g = 980.6199 gals.).
 CP1406
 CP1406.The modeled gravity was interpolated from observed gravity values.
 CP1406
 CP1406;                    North         East    Units  Estimated Accuracy
 CP1406;SPC LA N     -   217,360.    1,094,540.      MT  (+/- 180 meters Scaled)
 CP1406
 CP1406                          SUPERSEDED SURVEY CONTROL
 CP1406
 CP1406  NGVD 29 (??/??/??)   29.212  (m)           95.84   (f) ADJUSTED    1 1
 CP1406
 CP1406.Superseded values are not recommended for survey control.
 CP1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1406.See file dsdata.txt to determine how the superseded data were derived.
 CP1406
 CP1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR415920(NAD 83)
 CP1406_MARKER: DD = SURVEY DISK
 CP1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1406_SP_SET: CONCRETE POST
 CP1406_STAMPING: 4781
 CP1406_MARK LOGO: LAGS  
 CP1406_PROJECTION: RECESSED 8 CENTIMETERS
 CP1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1406+STABILITY: SURFACE MOTION
 CP1406
 CP1406  HISTORY     - Date     Condition        Report By
 CP1406  HISTORY     - UNK      MONUMENTED       LAGS
 CP1406  HISTORY     - 1968     GOOD             NGS
 CP1406  HISTORY     - 1985     GOOD             LADTD
 CP1406
 CP1406                          STATION DESCRIPTION
 CP1406
 CP1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1406'IN DELHI.
 CP1406'AT DELHI, IN SECTION 13, T 17 N, R 9 E, 67 YARDS WEST OF THE WEST END
 CP1406'OF THE ILLINOIS CENTRAL RAILROAD STATION, AT THE CROSSING OF THE
 CP1406'RAILROAD AND CHATHAM STREET, AT THE SOUTHWEST CORNER OF A PARK, 10 1/2
 CP1406'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 19 1/2 FEET EAST OF
 CP1406'THE CENTER LINE OF CHATHAM STREET, 23 FEET NORTHEAST OF THE CENTER OF
 CP1406'THE CROSSING, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CP1406'THE STREET, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 CP1406'THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF
 CP1406'THE GROUND.
 CP1406
 CP1406                          STATION RECOVERY (1985)
 CP1406
 CP1406'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP1406'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT DELHI IN
 CP1406'SECTION 13, T 17 N, R 9 E, 3.2 METERS (10.5 FEET) NORTH OF THE NORTH
 CP1406'RAIL OF THE MAIN TRACK, 5.9 METERS (19.5 FEET) EAST OF THE CENTERLINE
 CP1406'OF OAK STREET, 7 METERS (23 FEET) NORTHEAST OF THE CENTER OF THE
 CP1406'RAILROAD CROSSING OVER OAK STREET, SET NEAR THE EAST EDGE OF A
 CP1406'SIDEWALK RUNNING NORTH AND SOUTH.
 CP1406'THE MARK IS 0.40 METERS  W FROM A WITNESS POST.
 CP1406'THE MARK IS ABOVE LEVEL WITH OAK STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4459 ***********************************************************************
 BJ4459  DESIGNATION -  47H001 LADH 1978
 BJ4459  PID         -  BJ4459
 BJ4459  STATE/COUNTY-  LA/ASCENSION
 BJ4459  USGS QUAD   -  SORRENTO (1980)
 BJ4459
 BJ4459                         *CURRENT SURVEY CONTROL
 BJ4459  ___________________________________________________________________
 BJ4459* NAD 83(1992)-  30 08 38.12388(N)    090 45 37.16328(W)     ADJUSTED  
 BJ4459* NAVD 88     -         3.0  **(meters)      10.   **(feet)  VERTCON   
 BJ4459  **This station is located in a subsidence area (see below).
 BJ4459  ___________________________________________________________________
 BJ4459  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BJ4459  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BJ4459
 BJ4459  HORZ ORDER  -  SECOND
 BJ4459
 BJ4459.The horizontal coordinates were established by classical geodetic methods
 BJ4459.and adjusted by the National Geodetic Survey in January 1993..
 BJ4459
 BJ4459 ** The orthometric height has not been validated since last determined
 BJ4459 ** by differential leveling and should not be used for control purposes.
 BJ4459 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4459 ** area with valid NAVD 88 orthometric heights.
 BJ4459 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4459 ** epoch indicated which incorporates improved geoid heights for the
 BJ4459 ** Southern Louisiana Subsidence area.
 BJ4459 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4459
 BJ4459.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4459
 BJ4459.The geoid height was determined by GEOID03.
 BJ4459
 BJ4459;                    North         East     Units Scale Factor Converg.
 BJ4459;SPC LA S     -   182,357.694 1,055,203.512   MT  0.99992885   +0 17 11.4
 BJ4459;SPC LA S     -   598,285.20  3,461,946.86   sFT  0.99992885   +0 17 11.4
 BJ4459;UTM  15      - 3,336,851.416   715,726.702   MT  1.00017419   +1 07 30.5
 BJ4459
 BJ4459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4459!SPC LA S     -   1.00000370  x   0.99992885  =   0.99993255
 BJ4459!UTM  15      -   1.00000370  x   1.00017419  =   1.00017789
 BJ4459
 BJ4459:                Primary Azimuth Mark                     Grid Az
 BJ4459:SPC LA S     -  3H020 LADH 1978                          288 42 08.6
 BJ4459:UTM  15      -  3H020 LADH 1978                          287 51 49.5
 BJ4459
 BJ4459|---------------------------------------------------------------------|
 BJ4459| PID    Reference Object                     Distance      Geod. Az  |
 BJ4459|                                                           dddmmss.s |
 BJ4459| BJ4460 3H020 LADH 1978                     APPROX. 1.5 KM 2885920.0 |
 BJ4459|---------------------------------------------------------------------|
 BJ4459
 BJ4459                          SUPERSEDED SURVEY CONTROL
 BJ4459
 BJ4459  NAD 83(1986)-  30 08 38.13915(N)    090 45 37.16488(W) AD(       ) 2
 BJ4459  NAD 27      -  30 08 37.42226(N)    090 45 36.82933(W) AD(       ) 2
 BJ4459  NGVD 29 (07/19/86)    3.1    (m)           10.     (f) VERT ANG       
 BJ4459
 BJ4459.Superseded values are not recommended for survey control.
 BJ4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4459.See file dsdata.txt to determine how the superseded data were derived.
 BJ4459
 BJ4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1572736851(NAD 83)
 BJ4459_MARKER: DD = SURVEY DISK
 BJ4459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4459+STABILITY: SURFACE MOTION
 BJ4459
 BJ4459  HISTORY     - Date     Condition        Report By
 BJ4459  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4459
 BJ4459                          STATION DESCRIPTION
 BJ4459
 BJ4459'DESCRIBED BY LA TRANSP AND DEV 1978 (TLH)
 BJ4459'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 25, T 10 S,
 BJ4459'R 4 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4459'
 BJ4459'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 61 AND
 BJ4459'INTERSTATE 10, DRIVE EAST ALONG INTERSTATE 10 FOR 3.3 MILES TO
 BJ4459'STATION ON THE LEFT IN MEDIAN.
 BJ4459'
 BJ4459'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4459'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 47H001 1978.  THE
 BJ4459'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4459'THAT IS FLUSH WITH THE GROUND SURFACE.  THE STATION IS 44.70
 BJ4459'FEET SOUTH OF CENTER LINE OF WEST BOUND LANE, 43.30 FEET NORTH
 BJ4459'OF CENTER LINE EAST BOUND LANE, 26.80 FEET SOUTHEAST OF
 BJ4459'NORTHEAST CORNER OF WEST BOUND LANE OF BRIDGE ABUTTMENT, 2.5
 BJ4459'FEET WEST OF A METAL WITNESS POST AND SIGN.  THE SUB-SURFACE
 BJ4459'DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36
 BJ4459'INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4430 ***********************************************************************
 BJ4430  DESIGNATION -  47H002 LADH 1978
 BJ4430  PID         -  BJ4430
 BJ4430  STATE/COUNTY-  LA/ST JAMES
 BJ4430  USGS QUAD   -  MOUNT AIRY NW (1980)
 BJ4430
 BJ4430                         *CURRENT SURVEY CONTROL
 BJ4430  ___________________________________________________________________
 BJ4430* NAD 83(1992)-  30 08 19.14257(N)    090 44 34.99285(W)     ADJUSTED  
 BJ4430* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 BJ4430  **This station is located in a subsidence area (see below).
 BJ4430  ___________________________________________________________________
 BJ4430  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 BJ4430  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BJ4430
 BJ4430  HORZ ORDER  -  SECOND
 BJ4430
 BJ4430.The horizontal coordinates were established by classical geodetic methods
 BJ4430.and adjusted by the National Geodetic Survey in January 1993..
 BJ4430
 BJ4430 ** The orthometric height has not been validated since last determined
 BJ4430 ** by differential leveling and should not be used for control purposes.
 BJ4430 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4430 ** area with valid NAVD 88 orthometric heights.
 BJ4430 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4430 ** epoch indicated which incorporates improved geoid heights for the
 BJ4430 ** Southern Louisiana Subsidence area.
 BJ4430 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4430.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4430
 BJ4430.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4430
 BJ4430.The geoid height was determined by GEOID03.
 BJ4430
 BJ4430;                    North         East     Units Scale Factor Converg.
 BJ4430;SPC LA S     -   181,781.696 1,056,870.249   MT  0.99992862   +0 17 42.5
 BJ4430;SPC LA S     -   596,395.45  3,467,415.14   sFT  0.99992862   +0 17 42.5
 BJ4430;UTM  15      - 3,336,299.735   717,402.109   MT  1.00018314   +1 08 01.1
 BJ4430
 BJ4430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4430!SPC LA S     -   1.00000371  x   0.99992862  =   0.99993233
 BJ4430!UTM  15      -   1.00000371  x   1.00018314  =   1.00018685
 BJ4430
 BJ4430:                Primary Azimuth Mark                     Grid Az
 BJ4430:SPC LA S     -  47H001 LADH 1978                         289 03 51.6
 BJ4430:UTM  15      -  47H001 LADH 1978                         288 13 33.0
 BJ4430
 BJ4430|---------------------------------------------------------------------|
 BJ4430| PID    Reference Object                     Distance      Geod. Az  |
 BJ4430|                                                           dddmmss.s |
 BJ4430| BJ4459 47H001 LADH 1978                    APPROX. 1.8 KM 2892134.1 |
 BJ4430|---------------------------------------------------------------------|
 BJ4430
 BJ4430                          SUPERSEDED SURVEY CONTROL
 BJ4430
 BJ4430  NAD 83(1986)-  30 08 19.15790(N)    090 44 34.99439(W) AD(       ) 2
 BJ4430  NAD 27      -  30 08 18.44011(N)    090 44 34.66083(W) AD(       ) 2
 BJ4430  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 BJ4430
 BJ4430.Superseded values are not recommended for survey control.
 BJ4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4430.See file dsdata.txt to determine how the superseded data were derived.
 BJ4430
 BJ4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1740236300(NAD 83)
 BJ4430_MARKER: DD = SURVEY DISK
 BJ4430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4430+STABILITY: SURFACE MOTION
 BJ4430
 BJ4430  HISTORY     - Date     Condition        Report By
 BJ4430  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4430
 BJ4430                          STATION DESCRIPTION
 BJ4430
 BJ4430'DESCRIBED BY LA TRANSP AND DEV 1978 (TLH)
 BJ4430'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 31, T 10 S,
 BJ4430'R 5 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4430'
 BJ4430'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 61 AND
 BJ4430'INTERSTATE 10, DRIVE EAST ALONG INTERSTATE 10 FOR 4.5 MILES TO
 BJ4430'STATION ON THE LEFT IN MEDIAN.
 BJ4430'
 BJ4430'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4430'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 47H002 1978.  THE
 BJ4430'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4430'THAT IS FLUSH WITH THE GROUND SURFACE.  THE STATION IS 62.80 FEET
 BJ4430'SOUTH OF THE CENTER LINE OF THE WEST BOUND LANE OF INTERSTATE 10,
 BJ4430'24.50 FEET NORTH OF THE CENTER LINE OF THE EAST BOUND LANE OF
 BJ4430'INTERSTATE 10, 21.10 FEET SOUTHWEST OF THE CENTER OF A METAL
 BJ4430'DRAIN IN MEDIAN, 2.00 FEET EAST OF METAL WITNESS POST AND
 BJ4430'SIGN.  THE SUB-SURFACE DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4430'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4429 ***********************************************************************
 BJ4429  DESIGNATION -  47H003 LADH 1979
 BJ4429  PID         -  BJ4429
 BJ4429  STATE/COUNTY-  LA/ST JAMES
 BJ4429  USGS QUAD   -  MOUNT AIRY NW (1980)
 BJ4429
 BJ4429                         *CURRENT SURVEY CONTROL
 BJ4429  ___________________________________________________________________
 BJ4429* NAD 83(1992)-  30 07 46.67174(N)    090 42 46.76929(W)     ADJUSTED  
 BJ4429* NAVD 88     -         7.5  **(meters)      25.   **(feet)  VERTCON   
 BJ4429  **This station is located in a subsidence area (see below).
 BJ4429  ___________________________________________________________________
 BJ4429  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ4429  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BJ4429
 BJ4429  HORZ ORDER  -  SECOND
 BJ4429
 BJ4429.The horizontal coordinates were established by classical geodetic methods
 BJ4429.and adjusted by the National Geodetic Survey in January 1993..
 BJ4429
 BJ4429 ** The orthometric height has not been validated since last determined
 BJ4429 ** by differential leveling and should not be used for control purposes.
 BJ4429 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4429 ** area with valid NAVD 88 orthometric heights.
 BJ4429 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4429 ** epoch indicated which incorporates improved geoid heights for the
 BJ4429 ** Southern Louisiana Subsidence area.
 BJ4429 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4429
 BJ4429.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4429
 BJ4429.The geoid height was determined by GEOID03.
 BJ4429
 BJ4429;                    North         East     Units Scale Factor Converg.
 BJ4429;SPC LA S     -   180,797.209 1,059,771.954   MT  0.99992826   +0 18 36.6
 BJ4429;SPC LA S     -   593,165.51  3,476,935.15   sFT  0.99992826   +0 18 36.6
 BJ4429;UTM  15      - 3,335,357.564   720,318.674   MT  1.00019890   +1 08 54.4
 BJ4429
 BJ4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4429!SPC LA S     -   1.00000298  x   0.99992826  =   0.99993124
 BJ4429!UTM  15      -   1.00000298  x   1.00019890  =   1.00020188
 BJ4429
 BJ4429:                Primary Azimuth Mark                     Grid Az
 BJ4429:SPC LA S     -  47H002 LADH 1978                         288 44 27.7
 BJ4429:UTM  15      -  47H002 LADH 1978                         287 54 09.9
 BJ4429
 BJ4429|---------------------------------------------------------------------|
 BJ4429| PID    Reference Object                     Distance      Geod. Az  |
 BJ4429|                                                           dddmmss.s |
 BJ4429| BJ4430 47H002 LADH 1978                    APPROX. 3.1 KM 2890304.3 |
 BJ4429|---------------------------------------------------------------------|
 BJ4429
 BJ4429                          SUPERSEDED SURVEY CONTROL
 BJ4429
 BJ4429  NAD 83(1986)-  30 07 46.68724(N)    090 42 46.77076(W) AD(       ) 2
 BJ4429  NAD 27      -  30 07 45.96801(N)    090 42 46.44061(W) AD(       ) 2
 BJ4429  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 BJ4429
 BJ4429.Superseded values are not recommended for survey control.
 BJ4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4429.See file dsdata.txt to determine how the superseded data were derived.
 BJ4429
 BJ4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2031935358(NAD 83)
 BJ4429_MARKER: DD = SURVEY DISK
 BJ4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4429+STABILITY: SURFACE MOTION
 BJ4429
 BJ4429  HISTORY     - Date     Condition        Report By
 BJ4429  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4429
 BJ4429                          STATION DESCRIPTION
 BJ4429
 BJ4429'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4429'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF SORRENTO IN
 BJ4429'THE MEDIAN OF INTERSTATE 10 NEAR THE EAST END OF A BRIDGE OVER
 BJ4429'BLIND RIVER ON PROPERTY OWNED BY THE STATE OF LOUISIANA, DEPARTMENT
 BJ4429'OF HIGHWAYS.
 BJ4429'
 BJ4429'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BJ4429'U.S. HIGHWAY 61, DRIVE EAST ALONG INTERSTATE 10 FOR 5.5 MILES
 BJ4429'TO THE STATION ON THE LEFT AND IN THE MEDIAN.
 BJ4429'
 BJ4429'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4429'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 47H003 1978.  THE
 BJ4429'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4429'THAT IS FLUSH WITH THE GROUND.  IT IS 51.5 FEET NORTH NORTHEAST
 BJ4429'OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 36 FEET
 BJ4429'SOUTH SOUTHWEST OF THE CENTER OF THE WESTBOUND LANE OF
 BJ4429'INTERSTATE 10, 33.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 BJ4429'THE BRIDGE ABUTMENT IN THE EAST BOUND LANE, 18.5 FEET SOUTH
 BJ4429'OF THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT IN THE WEST BOUND
 BJ4429'LANE, AND 2 FEET WEST OF A METAL WITNESS POST AND SIGN.  THE
 BJ4429'SUB-SURFACE DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 BJ4429'36 INCHES BELOW THE GROUND SURFACE.
 BJ4429'
 BJ4429'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4418 ***********************************************************************
 BJ4418  DESIGNATION -  47H004 LADH 1979
 BJ4418  PID         -  BJ4418
 BJ4418  STATE/COUNTY-  LA/ST JAMES
 BJ4418  USGS QUAD   -  LUTCHER (1994)
 BJ4418
 BJ4418                         *CURRENT SURVEY CONTROL
 BJ4418  ___________________________________________________________________
 BJ4418* NAD 83(1992)-  30 07 28.16206(N)    090 41 40.22476(W)     ADJUSTED  
 BJ4418* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 BJ4418  **This station is located in a subsidence area (see below).
 BJ4418  ___________________________________________________________________
 BJ4418  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4418  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BJ4418
 BJ4418  HORZ ORDER  -  SECOND
 BJ4418
 BJ4418.The horizontal coordinates were established by classical geodetic methods
 BJ4418.and adjusted by the National Geodetic Survey in January 1993..
 BJ4418
 BJ4418 ** The orthometric height has not been validated since last determined
 BJ4418 ** by differential leveling and should not be used for control purposes.
 BJ4418 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4418 ** area with valid NAVD 88 orthometric heights.
 BJ4418 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4418 ** epoch indicated which incorporates improved geoid heights for the
 BJ4418 ** Southern Louisiana Subsidence area.
 BJ4418 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4418
 BJ4418.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4418
 BJ4418.The geoid height was determined by GEOID03.
 BJ4418
 BJ4418;                    North         East     Units Scale Factor Converg.
 BJ4418;SPC LA S     -   180,237.077 1,061,556.163   MT  0.99992806   +0 19 09.9
 BJ4418;SPC LA S     -   591,327.81  3,482,788.84   sFT  0.99992806   +0 19 09.9
 BJ4418;UTM  15      - 3,334,823.445   722,111.381   MT  1.00020868   +1 09 27.2
 BJ4418
 BJ4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4418!SPC LA S     -   1.00000383  x   0.99992806  =   0.99993189
 BJ4418!UTM  15      -   1.00000383  x   1.00020868  =   1.00021251
 BJ4418
 BJ4418:                Primary Azimuth Mark                     Grid Az
 BJ4418:SPC LA S     -  47H003 LADH 1979                         287 25 44.8
 BJ4418:UTM  15      -  47H003 LADH 1979                         286 35 27.5
 BJ4418
 BJ4418|---------------------------------------------------------------------|
 BJ4418| PID    Reference Object                     Distance      Geod. Az  |
 BJ4418|                                                           dddmmss.s |
 BJ4418| BJ4429 47H003 LADH 1979                    APPROX. 1.9 KM 2874454.7 |
 BJ4418|---------------------------------------------------------------------|
 BJ4418
 BJ4418                          SUPERSEDED SURVEY CONTROL
 BJ4418
 BJ4418  NAD 83(1986)-  30 07 28.17766(N)    090 41 40.22615(W) AD(       ) 2
 BJ4418  NAD 27      -  30 07 27.45766(N)    090 41 39.89808(W) AD(       ) 2
 BJ4418  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 BJ4418
 BJ4418.Superseded values are not recommended for survey control.
 BJ4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4418.See file dsdata.txt to determine how the superseded data were derived.
 BJ4418
 BJ4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2211134823(NAD 83)
 BJ4418_MARKER: DD = SURVEY DISK
 BJ4418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4418+STABILITY: SURFACE MOTION
 BJ4418
 BJ4418  HISTORY     - Date     Condition        Report By
 BJ4418  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4418
 BJ4418                          STATION DESCRIPTION
 BJ4418
 BJ4418'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4418'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF SORRENTO IN
 BJ4418'THE NORTHWEST 1/4 OF SECTION 43, T 11 S, R 5 E, APPROXIMATELY
 BJ4418'1.2 MILES EAST OF THE EAST END OF THE TWIN BRIDGES OVER BLIND
 BJ4418'RIVER ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4418'
 BJ4418'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. HIGHWAY 61
 BJ4418'AND INTERSTATE 10, DRIVE EAST ALONG INTERSTATE 10 FOR 6.8 MILES
 BJ4418'TO THE STATION ON THE RIGHT NEAR THE PAVED SHOULDER OF THE EAST
 BJ4418'BOUND LANE OF INTERSTATE 10.
 BJ4418'
 BJ4418'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4418'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 47H004 1978.  THE
 BJ4418'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4418'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET SOUTH OF THE
 BJ4418'CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 32 FEET NORTH OF
 BJ4418'FIVE SMALL WILLOW TREES AT THE EDGE OF THE MOWN AREA, 24 FEET
 BJ4418'SOUTH OF THE ASPHALT SHOULDER, 2 FEET EAST OF A METAL WITNESS
 BJ4418'POST AND SIGN.  THE SUBSURFACE DISK IS SET IN AN IRREGULAR
 BJ4418'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4418'
 BJ4418'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4417 ***********************************************************************
 BJ4417  DESIGNATION -  47H005 LADH 1979
 BJ4417  PID         -  BJ4417
 BJ4417  STATE/COUNTY-  LA/ST JAMES
 BJ4417  USGS QUAD   -  LUTCHER (1994)
 BJ4417
 BJ4417                         *CURRENT SURVEY CONTROL
 BJ4417  ___________________________________________________________________
 BJ4417* NAD 83(1992)-  30 07 21.44903(N)    090 40 25.14561(W)     ADJUSTED  
 BJ4417* NAVD 88     -         1.8  **(meters)       6.   **(feet)  VERTCON   
 BJ4417  **This station is located in a subsidence area (see below).
 BJ4417  ___________________________________________________________________
 BJ4417  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4417  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BJ4417
 BJ4417  HORZ ORDER  -  SECOND
 BJ4417
 BJ4417.The horizontal coordinates were established by classical geodetic methods
 BJ4417.and adjusted by the National Geodetic Survey in January 1993..
 BJ4417
 BJ4417 ** The orthometric height has not been validated since last determined
 BJ4417 ** by differential leveling and should not be used for control purposes.
 BJ4417 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4417 ** area with valid NAVD 88 orthometric heights.
 BJ4417 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4417 ** epoch indicated which incorporates improved geoid heights for the
 BJ4417 ** Southern Louisiana Subsidence area.
 BJ4417 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4417
 BJ4417.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4417
 BJ4417.The geoid height was determined by GEOID03.
 BJ4417
 BJ4417;                    North         East     Units Scale Factor Converg.
 BJ4417;SPC LA S     -   180,041.768 1,063,566.912   MT  0.99992799   +0 19 47.5
 BJ4417;SPC LA S     -   590,687.03  3,489,385.78   sFT  0.99992799   +0 19 47.5
 BJ4417;UTM  15      - 3,334,657.522   724,125.348   MT  1.00021977   +1 10 04.7
 BJ4417
 BJ4417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4417!SPC LA S     -   1.00000387  x   0.99992799  =   0.99993186
 BJ4417!UTM  15      -   1.00000387  x   1.00021977  =   1.00022365
 BJ4417
 BJ4417:                Primary Azimuth Mark                     Grid Az
 BJ4417:SPC LA S     -  47H004 LADH 1979                         275 32 52.4
 BJ4417:UTM  15      -  47H004 LADH 1979                         274 42 35.2
 BJ4417
 BJ4417|---------------------------------------------------------------------|
 BJ4417| PID    Reference Object                     Distance      Geod. Az  |
 BJ4417|                                                           dddmmss.s |
 BJ4417| BJ4418 47H004 LADH 1979                    APPROX. 2.0 KM 2755239.9 |
 BJ4417|---------------------------------------------------------------------|
 BJ4417
 BJ4417                          SUPERSEDED SURVEY CONTROL
 BJ4417
 BJ4417  NAD 83(1986)-  30 07 21.46478(N)    090 40 25.14695(W) AD(       ) 2
 BJ4417  NAD 27      -  30 07 20.74452(N)    090 40 24.82116(W) AD(       ) 2
 BJ4417  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 BJ4417
 BJ4417.Superseded values are not recommended for survey control.
 BJ4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4417.See file dsdata.txt to determine how the superseded data were derived.
 BJ4417
 BJ4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2412534658(NAD 83)
 BJ4417_MARKER: DD = SURVEY DISK
 BJ4417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4417+STABILITY: SURFACE MOTION
 BJ4417
 BJ4417  HISTORY     - Date     Condition        Report By
 BJ4417  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4417
 BJ4417                          STATION DESCRIPTION
 BJ4417
 BJ4417'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4417'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 43, T 11 S,
 BJ4417'R 5 E ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4417'
 BJ4417'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. 61 AND
 BJ4417'INTERSTATE 10 DRIVE EAST ALONG INTERSTATE 10 FOR 5.5 MILES TO
 BJ4417'THE TWIN BRIDGES OVER BLIND RIVER.  CONTINUE EAST ALONG INTERSTATE
 BJ4417'10 FOR 3.2 MILES TO THE STATION ON THE LEFT IN THE MEDIAN.
 BJ4417'
 BJ4417'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4417'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 47H005 1978.  THE
 BJ4417'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4417'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET SOUTH OF THE
 BJ4417'CENTER OF THE WEST BOUND LANE OF INTERSTATE 10, 37.5 FEET NORTH
 BJ4417'OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 4 FEET
 BJ4417'SOUTH OF THE CENTER OF A METAL DRAIN IN THE MEDIAN, AND 2 FEET
 BJ4417'EAST OF A METAL WITNESS POST AND SIGN.  THE SUBSURFACE DISK IS
 BJ4417'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW
 BJ4417'THE GROUND SURFACE.
 BJ4417'
 BJ4417'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2333 ***********************************************************************
 AU2333  DESIGNATION -  48
 AU2333  PID         -  AU2333
 AU2333  STATE/COUNTY-  LA/ASSUMPTION
 AU2333  USGS QUAD   -  PIERRE PART (1980)
 AU2333
 AU2333                         *CURRENT SURVEY CONTROL
 AU2333  ___________________________________________________________________
 AU2333* NAD 83(1992)-  29 53 36.62573(N)    091 12 21.77289(W)     ADJUSTED  
 AU2333* NAVD 88     -         2.16   (+/-2cm)       7.1  **(feet)  VERTCON   
 AU2333  **This station is located in a subsidence area (see below).
 AU2333  ___________________________________________________________________
 AU2333  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU2333  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2333
 AU2333  HORZ ORDER  -  FIRST
 AU2333  VERT ORDER  -  THIRD ? (See Below)
 AU2333
 AU2333.The horizontal coordinates were established by classical geodetic methods
 AU2333.and adjusted by the National Geodetic Survey in January 1993..
 AU2333
 AU2333 ** The orthometric height has not been validated since last determined
 AU2333 ** by differential leveling and should not be used for control purposes.
 AU2333 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2333 ** area with valid NAVD 88 orthometric heights.
 AU2333 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2333 ** epoch indicated which incorporates improved geoid heights for the
 AU2333 ** Southern Louisiana Subsidence area.
 AU2333 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2333.The vertical order pertains to the NGVD 29 superseded value.
 AU2333
 AU2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2333
 AU2333.The geoid height was determined by GEOID03.
 AU2333
 AU2333;                    North         East     Units Scale Factor Converg.
 AU2333;SPC LA S     -   154,469.213 1,012,293.483   MT  0.99992749   +0 03 49.1
 AU2333;SPC LA S     -   506,787.74  3,321,166.20   sFT  0.99992749   +0 03 49.1
 AU2333;UTM  15      - 3,308,336.995   673,221.301   MT  0.99997022   +0 53 39.5
 AU2333
 AU2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2333!SPC LA S     -   1.00000376  x   0.99992749  =   0.99993125
 AU2333!UTM  15      -   1.00000376  x   0.99997022  =   0.99997398
 AU2333
 AU2333|---------------------------------------------------------------------|
 AU2333| PID    Reference Object                     Distance      Geod. Az  |
 AU2333|                                                           dddmmss.s |
 AU2333| CV8727 48 RM 1                              43.532 METERS 03002     |
 AU2333| CV8726 48 AZ MK                                           2112843.6 |
 AU2333| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX.24.7 KM 2570716.7 |
 AU2333| CV8728 48 RM 2                              48.357 METERS 32402     |
 AU2333|---------------------------------------------------------------------|
 AU2333
 AU2333                          SUPERSEDED SURVEY CONTROL
 AU2333
 AU2333  NAD 83(1986)-  29 53 36.64585(N)    091 12 21.77016(W) AD(       ) 1
 AU2333  NAD 27      -  29 53 35.91204(N)    091 12 21.39873(W) AD(       ) 1
 AU2333  NGVD 29 (07/19/86)    2.22   (m)            7.3    (f) LEVELING    3  
 AU2333
 AU2333.Superseded values are not recommended for survey control.
 AU2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2333.See file dsdata.txt to determine how the superseded data were derived.
 AU2333
 AU2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7322108337(NAD 83)
 AU2333_MARKER: P = PIPE CAP
 AU2333_SETTING: 0 = UNSPECIFIED SETTING
 AU2333
 AU2333  HISTORY     - Date     Condition        Report By
 AU2333  HISTORY     - 1917     MONUMENTED       USE
 AU2333  HISTORY     - 1947     GOOD             CGS
 AU2333  HISTORY     - 1957     GOOD             CGS
 AU2333  HISTORY     - 1961     GOOD             LOCENG
 AU2333  HISTORY     - 1964     MARK NOT FOUND   USGS
 AU2333
 AU2333                          STATION DESCRIPTION
 AU2333
 AU2333'DESCRIBED BY US ENGINEERS 1917
 AU2333'ON THE E BANK OF THE BELLE RIVER ABOUT 200 FEET E OF THE
 AU2333'HIGH-WATER LINE, ABOUT 5 MILES S OF PIERRE PASS, ABOUT 3 MILES
 AU2333'SE OF THE JUNCTION OF THE OLD RIVER WITH BIG GODDEL BAYOU, ABOUT
 AU2333'1 MILE N OF THE N END OF GRAVEYARD ISLAND, ON LAND OWNED AND
 AU2333'OCCUPIED BY WILLIE VAUGHN, AT THE S SIDE OF HIS LARGE BACK
 AU2333'YARD, 174 FEET SSE OF THE SE CORNER OF HIS HOUSE, 4 FEET N OF
 AU2333'THE S YARD FENCE, 68 FEET W OF THE SE CORNER POST OF THE YARD
 AU2333'FENCE, AND 61 FEET WSW OF THE 12-INCH HACKBERRY TREE THAT
 AU2333'STANDS NEAR THE SE CORNER OF THE YARD.  THE STATION IS MARKED
 AU2333'BY A BRONZE-CAPPED 4-INCH IRON PIPE WITH THE INSCRIPTION
 AU2333'MISSISSIPPI RIVER COMMISSION AND P.B.M. 48 ON THE CAP.
 AU2333'THE MARK PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  REFERENCE
 AU2333'MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP OF
 AU2333'A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE UPPER
 AU2333'END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH, PROJECTS 4
 AU2333'INCHES AND IS AT THE E SIDE OF THE YARD ON THE FENCE LINE,
 AU2333'95 FEET NNE OF THE 12-INCH HACKBERRY TREE, 105 FEET ESE OF
 AU2333'THE SE CORNER OF THE HOUSE, AND 142.82 FEET (43.53 METERS) FROM
 AU2333'THE STATION N 30 DEG 02 MIN E.  REFERENCE MARK NO.
 AU2333'2, A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP OF A
 AU2333'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE UPPER
 AU2333'END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH, AND
 AU2333'PROJECTS 4 INCHES, IS AT THE SE CORNER OF A STORE, 84 FEET SW
 AU2333'OF THE SE CORNER OF THE HOUSE, 164.72 FEET (50.21 METERS) W
 AU2333'OF REFERENCE MARK NO. 1 AND 158.65 FEET (48.36 METERS)
 AU2333'FROM THE STATION N 35 DEG 58 MIN W.  THE AZIMUTH MARK,
 AU2333'A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP OF A TILE
 AU2333'WHICH IS FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF
 AU2333'A LONG WOODEN PILE DRIVEN INTO THE MARSH, PROJECTS 6 INCHES
 AU2333'AND IS ON THE W BANK OF THE BELLE RIVER, ABOUT 27 FEET W OF
 AU2333'THE EDGE OF THE RIVER BANK, ABOUT 40 FEET NW OF A 4-FOOT OAK
 AU2333'TREE, AND APPROXIMATELY 0.3 MILE FROM THE STATION
 AU2333'S 31 DEG 29 MIN W.
 AU2333
 AU2333                          STATION RECOVERY (1947)
 AU2333
 AU2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2333'RECOVERED AS DESCRIBED.
 AU2333'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARKS IN GOOD
 AU2333'CONDITION.
 AU2333
 AU2333                          STATION RECOVERY (1957)
 AU2333
 AU2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2333'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 AU2333'RECOVERED IN GOOD CONDITION.  THE DESCRIPTIONS BY C. A. S.
 AU2333'IN 1935 AND R. A. G. IN 1947 ARE OBSOLETE BECAUSE OF CULTURAL
 AU2333'CHANGES.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2333'
 AU2333'THE STATION IS LOCATED ON THE EAST BANK OF BELLE RIVER
 AU2333'ABOUT 1.25 MILES AIRLINE SOUTHEAST OF THE SETTLEMENT OF
 AU2333'BELLE RIVER.
 AU2333'
 AU2333'TO REACH THE STATION FROM THE FERRY CROSSING AT BELLE RIVER,
 AU2333'GO SOUTHEAST ON THE GRADED ROAD ALONG THE EAST BANK OF THE
 AU2333'RIVER FOR 1.4 MILES TO A GROUP OF 2 HOUSES AND AN OLD STORE,
 AU2333'AND THE STATION SITE.
 AU2333'
 AU2333'THE STATION IS 184 FEET EAST OF THE MHWL, 4 FEET NORTH OF
 AU2333'THE SOUTH YARD FENCE, 61 FEET WEST-SOUTHWEST OF A 16 INCH
 AU2333'HACKBERRY TREE NEAR THE SOUTHEAST CORNER OF THE NORTHERLY
 AU2333'BUILDING.  IT IS A STANDARD MISSISSIPPI RIVER COMMISSION BRASS
 AU2333'CAP, STAMPED PBM 48, FASTENED TO THE TOP OF A 4 INCH IRON PIPE
 AU2333'PROJECTING 2 FEET ABOVE GROUND.  IT IS APPROXIMATELY 6 FEET
 AU2333'ABOVE MHWL.
 AU2333'
 AU2333'REFERENCE MARK ONE IS 142.82 FEET FROM THE STATION N 30 DEG
 AU2333'02 MIN E (NOT CHECKED) ON THE EAST SIDE OF
 AU2333'THE YARD 8 INCHES WEST OF THE FENCE LINE, 95 FEET NORTH-NORTHEAST
 AU2333'OF THE 16 INCH HACKBERRY TREE AND 105 FEET EAST-SOUTHEAST
 AU2333'OF THE SOUTHEAST CORNER OF THE NORTHERLY BUILDING.  IT IS
 AU2333'A STANDARD DISK STAMPED PBM 48 NO. 1 1935 SET IN THE TOP
 AU2333'OF A 6 INCH TILE FILLED WITH CONCRETE PROJECTING 4 INCHES.
 AU2333'
 AU2333'REFERENCE MARK TWO IS NOT VISIBLE FROM THE STATION BECAUSE
 AU2333'OF THE NORTHEAST CORNER OF A BUILDING GOING ON LINE.  THE
 AU2333'MARK IS 158.65 FEET (NOT CHECKED) FROM THE STATION N 35 DEG
 AU2333'58 MIN W (NOT CHECKED), 164.72 FEET WEST
 AU2333'OF REFERENCE MARK ONE, AT THE SOUTHEAST CORNER OF THE OLD
 AU2333'STORE, AND 84 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AU2333'NORTHERLY BUILDING.  IT IS A STANDARD DISK, STAMPED PBM 48
 AU2333'NO. 2 1935, SET IN THE TOP OF A 6 INCH TILE FILLED WITH
 AU2333'CONCRETE, PROJECTING 3 INCHES.
 AU2333'
 AU2333'THE AZIMUTH MARK IS ABOUT 0.3 MILE FROM THE STATION S 31 DEG
 AU2333'29 MIN W (NOT CHECKED).  IT
 AU2333'IS ON THE WEST BANK OF BELLE RIVER, ON AN ISOLATED KNOLL IN
 AU2333'A BORROW PIT, 27 FEET WEST OF THE MHWL AND 40 FEET NORTHWEST
 AU2333'OF THE ROOTS OF A LARGE OVERTURNED OAK TREE.  IT IS A STANDARD
 AU2333'DISK, STAMPED PBM 48 1935 SET IN THE TOP OF A 6 INCH TILE
 AU2333'FILLED WITH CONCRETE PROJECTING 4 INCHES.  IT IS APPROXIMATELY
 AU2333'3.5 FEET ABOVE MHW.
 AU2333
 AU2333                          STATION RECOVERY (1961)
 AU2333
 AU2333'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 AU2333'RECOVERED BY UNION TEXAS NAT GAS CORP.
 AU2333'
 AU2333'CONDITION GOOD.  DESCRIPTION ADEQUATE.
 AU2333
 AU2333                          STATION RECOVERY (1964)
 AU2333
 AU2333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 AU2333'STATION COULD NOT BE FOUND.  R.M. 1- OK, R.M. 2- DESTROYED.
 AU2333'
 AU2333'REVISED DESCRIPTION OF R.M. 1--ON THE E. BANK OF THE BELLE
 AU2333'RIVER ABOUT 200 FT E. OF THE HIGHWATER LINE, ABOUT 5 MI. S.
 AU2333'OF PIERRE PASS, ABOUT 3 MI. SE. OF JCT. OF THE OLD RIVER
 AU2333'WITH BIG GODDEL BAYOU, ABOUT 1 MI. N. OF THE N. END OF GRAVEYARD
 AU2333'ISLAND.  ON LAND OWNED BY WILLIE VAUGN.  AT THE E. SIDE
 AU2333'OF YARD ON THE FE. LINE.  105 FT. ESE. OF THE SE. CORNER
 AU2333'OF FOUNDATION OF OLD HOUSE.  T. 13 S., R. 12 E., NEAR THE
 AU2333'CENTER OF THE SE/4 OF SEC. 35.  A STD. BRONZE DISK SET IN
 AU2333'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2333'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2333'INTO THE MARSH, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0804 ***********************************************************************
 BW0804  DESIGNATION -  48 DIETZE BOLT
 BW0804  PID         -  BW0804
 BW0804  STATE/COUNTY-  LA/TENSAS
 BW0804  USGS QUAD   -  WATERPROOF (1994)
 BW0804
 BW0804                         *CURRENT SURVEY CONTROL
 BW0804  ___________________________________________________________________
 BW0804* NAD 83(1986)-  31 47 39.     (N)    091 23 38.     (W)     SCALED    
 BW0804* NAVD 88     -        18.63   (+/-2cm)      61.1    (feet)  VERTCON   
 BW0804  ___________________________________________________________________
 BW0804  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0804
 BW0804  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0804
 BW0804.The horizontal coordinates were scaled from a topographic map and have
 BW0804.an estimated accuracy of +/- 6 seconds.
 BW0804
 BW0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0804.The vertical order pertains to the NGVD 29 superseded value.
 BW0804
 BW0804.The geoid height was determined by GEOID03.
 BW0804
 BW0804;                    North         East    Units  Estimated Accuracy
 BW0804;SPC LA N     -   144,030.    1,104,740.      MT  (+/- 180 meters Scaled)
 BW0804
 BW0804                          SUPERSEDED SURVEY CONTROL
 BW0804
 BW0804  NGVD 29 (??/??/92)   18.638  (m)           61.15   (f) ADJ UNCH    1 2
 BW0804
 BW0804.Superseded values are not recommended for survey control.
 BW0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0804.See file dsdata.txt to determine how the superseded data were derived.
 BW0804
 BW0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR520187(NAD 83)
 BW0804_MARKER: B = BOLT
 BW0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0804_SP_SET: CONCRETE SLAB
 BW0804_STAMPING: PBM 48
 BW0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0804
 BW0804  HISTORY     - Date     Condition        Report By
 BW0804  HISTORY     - UNK      MONUMENTED       DOD
 BW0804  HISTORY     - 1970     GOOD             LADTD
 BW0804
 BW0804                          STATION DESCRIPTION
 BW0804
 BW0804'DESCRIBED BY LA TRANSP AND DEV 1970
 BW0804'1.4 MI SW FROM WATERPROOF.
 BW0804'ABOUT 1.4 MILES SOUTHWEST ALONG LOUISIANA 568 FROM WATERPROOF HIGH
 BW0804'SCHOOL TO THE MARK.  IT IS ABOUT 372 FEET WEST OF THE CENTERLINE OF
 BW0804'LOUISIANA HIGHWAY 568, 333 FEET WEST OF A RIGHT OF WAY FENCE, 233 FEET
 BW0804'WEST OF A POWER LINE, 30 FEET NORTH OF A PASTURE FENCE, 18 FEET NORTH
 BW0804'OF A DITCH PARALLELING THE FENCE.  A COPPER BOLT SET IN TOP OF A
 BW0804'CONCRETE SLAB 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BW0804'IRON PIPE BEARING A CORPS OF ENGINEERS STANDARD CAP AND STAMPED
 BW0804'PBM-48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0803 ***********************************************************************
 BW0803  DESIGNATION -  48 DIETZE CAP
 BW0803  PID         -  BW0803
 BW0803  STATE/COUNTY-  LA/TENSAS
 BW0803  USGS QUAD   -  WATERPROOF (1994)
 BW0803
 BW0803                         *CURRENT SURVEY CONTROL
 BW0803  ___________________________________________________________________
 BW0803* NAD 83(1986)-  31 47 39.     (N)    091 23 38.     (W)     SCALED    
 BW0803* NAVD 88     -        19.86   (+/-2cm)      65.2    (feet)  VERTCON   
 BW0803  ___________________________________________________________________
 BW0803  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0803
 BW0803  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0803
 BW0803.The horizontal coordinates were scaled from a topographic map and have
 BW0803.an estimated accuracy of +/- 6 seconds.
 BW0803
 BW0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0803.The vertical order pertains to the NGVD 29 superseded value.
 BW0803
 BW0803.The geoid height was determined by GEOID03.
 BW0803
 BW0803;                    North         East    Units  Estimated Accuracy
 BW0803;SPC LA N     -   144,030.    1,104,740.      MT  (+/- 180 meters Scaled)
 BW0803
 BW0803                          SUPERSEDED SURVEY CONTROL
 BW0803
 BW0803  NGVD 29 (??/??/92)   19.867  (m)           65.18   (f) ADJ UNCH    1 2
 BW0803
 BW0803.Superseded values are not recommended for survey control.
 BW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0803.See file dsdata.txt to determine how the superseded data were derived.
 BW0803
 BW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR520187(NAD 83)
 BW0803_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0803_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0803_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0803_STAMPING: PBM 48
 BW0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0803
 BW0803  HISTORY     - Date     Condition        Report By
 BW0803  HISTORY     - UNK      MONUMENTED       DOD
 BW0803  HISTORY     - 1970     GOOD             LADTD
 BW0803
 BW0803                          STATION DESCRIPTION
 BW0803
 BW0803'DESCRIBED BY LA TRANSP AND DEV 1970
 BW0803'1.4 MI SW FROM WATERPROOF.
 BW0803'ABOUT 1.4 MILES SOUTHWEST ALONG LOUISIANA 568 FROM WATERPROOF HIGH
 BW0803'SCHOOL TO THE MARK.  IT IS ABOUT 372 FEET WEST OF THE CENTERLINE OF
 BW0803'LOUISIANA HIGHWAY 568, 333 FEET WEST OF A RIGHT OF WAY FENCE, 233 FEET
 BW0803'WEST OF A POWER LINE, 30 FEET NORTH OF A PASTURE FENCE, 18 FEET NORTH
 BW0803'OF A DITCH PARALLELING THE FENCE.  AN IRON PIPE BEARING A CORPS OF
 BW0803'ENGINEERS STANDARD CAP AND STAMPED PMB-48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4416 ***********************************************************************
 BJ4416  DESIGNATION -  48H001 LADH 1979
 BJ4416  PID         -  BJ4416
 BJ4416  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4416  USGS QUAD   -  LUTCHER (1994)
 BJ4416
 BJ4416                         *CURRENT SURVEY CONTROL
 BJ4416  ___________________________________________________________________
 BJ4416* NAD 83(1992)-  30 07 10.98572(N)    090 38 27.33352(W)     ADJUSTED  
 BJ4416* NAVD 88     -         3.2  **(meters)      10.   **(feet)  VERTCON   
 BJ4416  **This station is located in a subsidence area (see below).
 BJ4416  ___________________________________________________________________
 BJ4416  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BJ4416  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BJ4416
 BJ4416  HORZ ORDER  -  SECOND
 BJ4416
 BJ4416.The horizontal coordinates were established by classical geodetic methods
 BJ4416.and adjusted by the National Geodetic Survey in January 1993..
 BJ4416
 BJ4416 ** The orthometric height has not been validated since last determined
 BJ4416 ** by differential leveling and should not be used for control purposes.
 BJ4416 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4416 ** area with valid NAVD 88 orthometric heights.
 BJ4416 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4416 ** epoch indicated which incorporates improved geoid heights for the
 BJ4416 ** Southern Louisiana Subsidence area.
 BJ4416 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4416
 BJ4416.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4416
 BJ4416.The geoid height was determined by GEOID03.
 BJ4416
 BJ4416;                    North         East     Units Scale Factor Converg.
 BJ4416;SPC LA S     -   179,738.205 1,066,722.257   MT  0.99992789   +0 20 46.4
 BJ4416;SPC LA S     -   589,691.09  3,499,737.94   sFT  0.99992789   +0 20 46.4
 BJ4416;UTM  15      - 3,334,400.069   727,285.745   MT  1.00023738   +1 11 03.5
 BJ4416
 BJ4416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4416!SPC LA S     -   1.00000365  x   0.99992789  =   0.99993154
 BJ4416!UTM  15      -   1.00000365  x   1.00023738  =   1.00024103
 BJ4416
 BJ4416:                Primary Azimuth Mark                     Grid Az
 BJ4416:SPC LA S     -  47H005 LADH 1979                         275 29 43.0
 BJ4416:UTM  15      -  47H005 LADH 1979                         274 39 25.9
 BJ4416
 BJ4416|---------------------------------------------------------------------|
 BJ4416| PID    Reference Object                     Distance      Geod. Az  |
 BJ4416|                                                           dddmmss.s |
 BJ4416| BJ4417 47H005 LADH 1979                    APPROX. 3.2 KM 2755029.4 |
 BJ4416|---------------------------------------------------------------------|
 BJ4416
 BJ4416                          SUPERSEDED SURVEY CONTROL
 BJ4416
 BJ4416  NAD 83(1986)-  30 07 11.00169(N)    090 38 27.33482(W) AD(       ) 2
 BJ4416  NAD 27      -  30 07 10.28123(N)    090 38 27.01256(W) AD(       ) 2
 BJ4416  NGVD 29 (07/19/86)    3.3    (m)           11.     (f) VERT ANG       
 BJ4416
 BJ4416.Superseded values are not recommended for survey control.
 BJ4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4416.See file dsdata.txt to determine how the superseded data were derived.
 BJ4416
 BJ4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2728634400(NAD 83)
 BJ4416_MARKER: DD = SURVEY DISK
 BJ4416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4416+STABILITY: SURFACE MOTION
 BJ4416
 BJ4416  HISTORY     - Date     Condition        Report By
 BJ4416  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4416
 BJ4416                          STATION DESCRIPTION
 BJ4416
 BJ4416'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4416'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 78, T 11 S,
 BJ4416'R 6 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4416'
 BJ4416'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. 61 AND
 BJ4416'INTERSTATE 10 DRIVE EAST ALONG INTERSTATE 10 FOR 5.5 MILES TO THE
 BJ4416'TWIN BRIDGES OVER BLIND RIVER.  FROM THERE, CONTINUE EAST ALONG
 BJ4416'INTERSTATE 10 FOR 4.5 MILES TO THE STATION ON THE LEFT, IN THE
 BJ4416'MEDIAN NEAR THE WEST END OF TWIN BRIDGES.
 BJ4416'
 BJ4416'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4416'AND U.S. COAST AND GEODETIC SURVEY DISKS STAMPED 48H001 1978.  THE
 BJ4416'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4416'THAT IS FLUSH WITH THE GROUND.  IT IS 44 FEET NORTH OF THE CENTER
 BJ4416'OF THE EAST BOUND LANE OF INTERSTATE 10, 44 FEET SOUTH OF THE
 BJ4416'CENTER OF THE WEST BOUND LANE OF INTERSTATE 10, 34.7 FEET
 BJ4416'NORTHWEST OF THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT IN THE
 BJ4416'EAST BOUND LANE OF INTERSTATE 10, 30.4 FEET SOUTH-SOUTHWEST OF
 BJ4416'THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT IN THE WEST BOUND
 BJ4416'LANE OF INTERSTATE 10, 2 FEET EAST OF A METAL WITNESS POST AND
 BJ4416'SIGN.  THE SUBSURFACE DISK IS SET IN AN IRREGULAR MASS OF
 BJ4416'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BJ4416'
 BJ4416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4394 ***********************************************************************
 BJ4394  DESIGNATION -  48H002 LADH 1979
 BJ4394  PID         -  BJ4394
 BJ4394  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4394  USGS QUAD   -  RESERVE (1994)
 BJ4394
 BJ4394                         *CURRENT SURVEY CONTROL
 BJ4394  ___________________________________________________________________
 BJ4394* NAD 83(1992)-  30 07 04.32768(N)    090 37 12.51931(W)     ADJUSTED  
 BJ4394* NAVD 88     -         1.3  **(meters)       4.   **(feet)  VERTCON   
 BJ4394  **This station is located in a subsidence area (see below).
 BJ4394  ___________________________________________________________________
 BJ4394  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ4394  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BJ4394
 BJ4394  HORZ ORDER  -  SECOND
 BJ4394
 BJ4394.The horizontal coordinates were established by classical geodetic methods
 BJ4394.and adjusted by the National Geodetic Survey in January 1993..
 BJ4394
 BJ4394 ** The orthometric height has not been validated since last determined
 BJ4394 ** by differential leveling and should not be used for control purposes.
 BJ4394 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4394 ** area with valid NAVD 88 orthometric heights.
 BJ4394 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4394 ** epoch indicated which incorporates improved geoid heights for the
 BJ4394 ** Southern Louisiana Subsidence area.
 BJ4394 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4394.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4394
 BJ4394.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4394
 BJ4394.The geoid height was determined by GEOID03.
 BJ4394
 BJ4394;                    North         East     Units Scale Factor Converg.
 BJ4394;SPC LA S     -   179,545.486 1,068,726.091   MT  0.99992782   +0 21 23.8
 BJ4394;SPC LA S     -   589,058.82  3,506,312.18   sFT  0.99992782   +0 21 23.8
 BJ4394;UTM  15      - 3,334,236.628   729,292.816   MT  1.00024869   +1 11 40.9
 BJ4394
 BJ4394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4394!SPC LA S     -   1.00000396  x   0.99992782  =   0.99993178
 BJ4394!UTM  15      -   1.00000396  x   1.00024869  =   1.00025265
 BJ4394
 BJ4394:                Primary Azimuth Mark                     Grid Az
 BJ4394:SPC LA S     -  TERRE AZ MK 2                            095 36 50.8
 BJ4394:UTM  15      -  TERRE AZ MK 2                            094 46 33.7
 BJ4394
 BJ4394|---------------------------------------------------------------------|
 BJ4394| PID    Reference Object                     Distance      Geod. Az  |
 BJ4394|                                                           dddmmss.s |
 BJ4394| BJ4393 TERRE AZ MK 2                       APPROX. 1.8 KM 0955814.6 |
 BJ4394| BJ4416 48H001 LADH 1979                    APPROX. 2.0 KM 2755100.6 |
 BJ4394|---------------------------------------------------------------------|
 BJ4394
 BJ4394                          SUPERSEDED SURVEY CONTROL
 BJ4394
 BJ4394  NAD 83(1986)-  30 07 04.34379(N)    090 37 12.52055(W) AD(       ) 2
 BJ4394  NAD 27      -  30 07 03.62334(N)    090 37 12.20053(W) AD(       ) 2
 BJ4394  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 BJ4394
 BJ4394.Superseded values are not recommended for survey control.
 BJ4394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4394.See file dsdata.txt to determine how the superseded data were derived.
 BJ4394
 BJ4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2929334237(NAD 83)
 BJ4394_MARKER: DD = SURVEY DISK
 BJ4394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4394+STABILITY: SURFACE MOTION
 BJ4394
 BJ4394  HISTORY     - Date     Condition        Report By
 BJ4394  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4394
 BJ4394                          STATION DESCRIPTION
 BJ4394
 BJ4394'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4394'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 86, T 11 S,
 BJ4394'R 6 E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4394'
 BJ4394'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. 61 AND
 BJ4394'INTERSTATE 10 DRIVE EAST ALONG INTERSTATE 10 FOR 5.5 MILES TO
 BJ4394'THE TWIN BRIDGES OVER BLIND RIVER.  FROM THERE, CONTINUE EAST
 BJ4394'ALONG INTERSTATE 10 FOR 5.6 MILES TO THE STATION ON THE LEFT IN
 BJ4394'THE MEDIAN NEAR A METAL DRAIN.
 BJ4394'
 BJ4394'THE STATION MARKS ARE STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4394'AND U.S. COAST GEODETIC SURVEY DISKS STAMPED 48H002 1978.  THE
 BJ4394'SURFACE DISK IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4394'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 49.5 FEET NORTH OF
 BJ4394'THE CENTER OF THE EAST BOUND LANE OF INTERSTATE 10, 39 FEET SOUTH
 BJ4394'OF THE CENTER OF THE WEST BOUND LAND OF INTERSTATE 10, 8 FEET
 BJ4394'NORTHWEST OF THE CENTER OF A METAL DRAIN, AND 2 FEET EAST OF
 BJ4394'A METAL WITNESS POST AND SIGN.  THE SUBSURFACE DISK IS SET IN
 BJ4394'AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BJ4394'SURFACE.
 BJ4394'
 BJ4394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1261 ***********************************************************************
 CQ1261  DESIGNATION -  49 A
 CQ1261  PID         -  CQ1261
 CQ1261  STATE/COUNTY-  LA/WEBSTER
 CQ1261  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1261
 CQ1261                         *CURRENT SURVEY CONTROL
 CQ1261  ___________________________________________________________________
 CQ1261* NAD 83(1986)-  32 32 20.     (N)    093 17 26.     (W)     SCALED    
 CQ1261* NAVD 88     -        57.638  (meters)     189.10   (feet)  ADJUSTED  
 CQ1261  ___________________________________________________________________
 CQ1261  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1261  DYNAMIC HT  -          57.574 (meters)     188.89  (feet)  COMP
 CQ1261  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 CQ1261
 CQ1261  VERT ORDER  -  FIRST     CLASS I
 CQ1261
 CQ1261.The horizontal coordinates were scaled from a topographic map and have
 CQ1261.an estimated accuracy of +/- 6 seconds.
 CQ1261
 CQ1261.The orthometric height was determined by differential leveling
 CQ1261.and adjusted by the National Geodetic Survey in June 1991..
 CQ1261
 CQ1261.The geoid height was determined by GEOID03.
 CQ1261
 CQ1261.The dynamic height is computed by dividing the NAVD 88
 CQ1261.geopotential number by the normal gravity value computed on the
 CQ1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1261.degrees latitude (g = 980.6199 gals.).
 CQ1261
 CQ1261.The modeled gravity was interpolated from observed gravity values.
 CQ1261
 CQ1261;                    North         East    Units  Estimated Accuracy
 CQ1261;SPC LA N     -   226,340.      925,740.      MT  (+/- 180 meters Scaled)
 CQ1261
 CQ1261                          SUPERSEDED SURVEY CONTROL
 CQ1261
 CQ1261  NGVD 29 (??/??/??)   57.717  (m)          189.36   (f) ADJUSTED    1 1
 CQ1261
 CQ1261.Superseded values are not recommended for survey control.
 CQ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1261.See file dsdata.txt to determine how the superseded data were derived.
 CQ1261
 CQ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS727002(NAD 83)
 CQ1261_MARKER: DD = SURVEY DISK
 CQ1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1261_STAMPING: 49 A 1922
 CQ1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1261+STABILITY: SURFACE MOTION
 CQ1261
 CQ1261  HISTORY     - Date     Condition        Report By
 CQ1261  HISTORY     - 1922     MONUMENTED       USGS
 CQ1261  HISTORY     - 1969     GOOD             CGS
 CQ1261
 CQ1261                          STATION DESCRIPTION
 CQ1261
 CQ1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1261'0.1 MI E FROM SIBLEY.
 CQ1261'ABOUT 0.1 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1261'STATION AT SIBLEY, 0.25 MILE WEST OF MILEPOST 141, 183 FEET SOUTH OF
 CQ1261'THE SOUTH RAIL OF THE MAIN TRACK, 186 FEET EAST OF THE EAST RAIL OF
 CQ1261'THE KANSAS CITY SOUTHERN RAILROAD, 38 1/2 FEET NORTHEAST OF THE
 CQ1261'NORTHEAST CORNER OF A FRAME HOUSE, 34 FEET SOUTH OF THE CENTER LINE OF
 CQ1261'A PAVED ROAD, 4 FEET NORTH OF A TELEPHONE POLE, ABOUT 3 1/2 FEET BELOW
 CQ1261'THE LEVEL OF THE TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE PAVED
 CQ1261'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 CQ1261'ABOVE THE SURFACE OF THE GROUND.  SEC 21, T 18N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1825 ***********************************************************************
 CQ1825  DESIGNATION -  49 BOLT
 CQ1825  PID         -  CQ1825
 CQ1825  STATE/COUNTY-  LA/CADDO
 CQ1825  USGS QUAD   -  ELM GROVE (1980)
 CQ1825
 CQ1825                         *CURRENT SURVEY CONTROL
 CQ1825  ___________________________________________________________________
 CQ1825* NAD 83(1986)-  32 19 41.     (N)    093 35 01.     (W)     SCALED    
 CQ1825* NAVD 88     -        46.36   (+/-2cm)     152.1    (feet)  VERTCON   
 CQ1825  ___________________________________________________________________
 CQ1825  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1825
 CQ1825  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1825
 CQ1825.The horizontal coordinates were scaled from a topographic map and have
 CQ1825.an estimated accuracy of +/- 6 seconds.
 CQ1825
 CQ1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1825.The vertical order pertains to the NGVD 29 superseded value.
 CQ1825
 CQ1825.The geoid height was determined by GEOID03.
 CQ1825
 CQ1825;                    North         East    Units  Estimated Accuracy
 CQ1825;SPC LA N     -   203,200.      897,980.      MT  (+/- 180 meters Scaled)
 CQ1825
 CQ1825                          SUPERSEDED SURVEY CONTROL
 CQ1825
 CQ1825  NGVD 29 (??/??/??)   46.418  (m)          152.29   (f) ADJUSTED    1 1
 CQ1825
 CQ1825.Superseded values are not recommended for survey control.
 CQ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1825.See file dsdata.txt to determine how the superseded data were derived.
 CQ1825
 CQ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR450769(NAD 83)
 CQ1825_MARKER: B = BOLT
 CQ1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1825_SP_SET: STONE
 CQ1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1825+STABILITY: SURFACE MOTION
 CQ1825
 CQ1825  HISTORY     - Date     Condition        Report By
 CQ1825  HISTORY     - UNK      MONUMENTED       DOD
 CQ1825  HISTORY     - 1969     GOOD             CGS
 CQ1825
 CQ1825                          STATION DESCRIPTION
 CQ1825
 CQ1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1825'13.1 MI SE FROM SHREVEPORT.
 CQ1825'ABOUT 12.25 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1825'STATION POST OFFICE AT SHREVEPORT, THENCE 0.85 MILE NORTHEAST ALONG A
 CQ1825'PRIVATE ROAD, 92 YARDS NORTH OF THE NORTH CORNER OF A CEMETERY, 128
 CQ1825'1/2 FEET NORTHWEST OF THE NORTH CORNER OF A CHURCH, 81 FEET SOUTHWEST
 CQ1825'OF THE CENTER OF THE TOP OF A LEVEE, 30 FEET SOUTHEAST OF THE CENTER
 CQ1825'LINE OF THE ROAD, 58 FEET EAST AND ACROSS THE ROAD FROM A CORNER FENCE
 CQ1825'POST, 89 FEET NORTHWEST OF A 26-INCH ELM TREE, A COPPER BOLT IN THE
 CQ1825'TOP OF A STONE ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO
 CQ1825'WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS
 CQ1825'CAP AND WHICH PROJECTS 15 INCHES ABOVE THE SURFACE OF THE GROUND. SEC
 CQ1825'14, T 15N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1826 ***********************************************************************
 CQ1826  DESIGNATION -  49 CAP
 CQ1826  PID         -  CQ1826
 CQ1826  STATE/COUNTY-  LA/CADDO
 CQ1826  USGS QUAD   -  ELM GROVE (1980)
 CQ1826
 CQ1826                         *CURRENT SURVEY CONTROL
 CQ1826  ___________________________________________________________________
 CQ1826* NAD 83(1986)-  32 19 40.     (N)    093 35 01.     (W)     SCALED    
 CQ1826* NAVD 88     -        47.59   (+/-2cm)     156.1    (feet)  VERTCON   
 CQ1826  ___________________________________________________________________
 CQ1826  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1826
 CQ1826  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1826
 CQ1826.The horizontal coordinates were scaled from a topographic map and have
 CQ1826.an estimated accuracy of +/- 6 seconds.
 CQ1826
 CQ1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1826.The vertical order pertains to the NGVD 29 superseded value.
 CQ1826
 CQ1826.The geoid height was determined by GEOID03.
 CQ1826
 CQ1826;                    North         East    Units  Estimated Accuracy
 CQ1826;SPC LA N     -   203,170.      897,980.      MT  (+/- 180 meters Scaled)
 CQ1826
 CQ1826                          SUPERSEDED SURVEY CONTROL
 CQ1826
 CQ1826  NGVD 29 (??/??/??)   47.642  (m)          156.31   (f) ADJUSTED    1 1
 CQ1826
 CQ1826.Superseded values are not recommended for survey control.
 CQ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1826.See file dsdata.txt to determine how the superseded data were derived.
 CQ1826
 CQ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR450769(NAD 83)
 CQ1826_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1826_SP_SET: PIPE
 CQ1826_STAMPING: 49 49 49
 CQ1826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1826
 CQ1826  HISTORY     - Date     Condition        Report By
 CQ1826  HISTORY     - 1969     MONUMENTED       DOD
 CQ1826  HISTORY     - 1969     GOOD             CGS
 CQ1826  HISTORY     - 1977     POOR             NGS
 CQ1826  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ1826
 CQ1826                          STATION DESCRIPTION
 CQ1826
 CQ1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1826'13.1 MI SE FROM SHREVEPORT.
 CQ1826'ABOUT 12.25 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1826'STATION POST OFFICE AT SHREVEPORT, THENCE 0.85 MILE NORTHEAST ALONG A
 CQ1826'PRIVATE ROAD, IN SECTION 14, T 15 N, R 12 W, 92 YARDS NORTH OF THE
 CQ1826'NORTH CORNER OF A CEMETERY, 128 1/2 FEET NORTHWEST OF THE NORTH CORNER
 CQ1826'OF A CHURCH, 81 FEET SOUTHWEST OF THE CENTER OF THE TOP OF A LEVEE, 30
 CQ1826'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 58 FEET EAST AND ACROSS
 CQ1826'THE ROAD FROM A CORNER FENCE POST, 89 FEET NORTHWEST OF A 26-INCH ELM
 CQ1826'TREE, A U.S. ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH
 CQ1826'PROJECTS 15 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1826
 CQ1826                          STATION RECOVERY (1977)
 CQ1826
 CQ1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1826'RECOVERED PIPE AS DESCRIBED, BUT WAS NOT LEVELED TO.
 CQ1826
 CQ1826                          STATION RECOVERY (1994)
 CQ1826
 CQ1826'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0593 ***********************************************************************
 BW0593  DESIGNATION -  49 DIETZE BOLT
 BW0593  PID         -  BW0593
 BW0593  STATE/COUNTY-  LA/TENSAS
 BW0593  USGS QUAD   -  WATERPROOF (1994)
 BW0593
 BW0593                         *CURRENT SURVEY CONTROL
 BW0593  ___________________________________________________________________
 BW0593* NAD 83(1986)-  31 46 38.     (N)    091 23 30.     (W)     SCALED    
 BW0593* NAVD 88     -        18.68   (+/-2cm)      61.3    (feet)  VERTCON   
 BW0593  ___________________________________________________________________
 BW0593  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0593
 BW0593  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0593
 BW0593.The horizontal coordinates were scaled from a topographic map and have
 BW0593.an estimated accuracy of +/- 6 seconds.
 BW0593
 BW0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0593.The vertical order pertains to the NGVD 29 superseded value.
 BW0593
 BW0593.The geoid height was determined by GEOID03.
 BW0593
 BW0593;                    North         East    Units  Estimated Accuracy
 BW0593;SPC LA N     -   142,150.    1,104,970.      MT  (+/- 180 meters Scaled)
 BW0593
 BW0593                          SUPERSEDED SURVEY CONTROL
 BW0593
 BW0593  NGVD 29 (??/??/92)   18.69   (m)           61.3    (f) COMPUTED    1 2
 BW0593
 BW0593.Superseded values are not recommended for survey control.
 BW0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0593.See file dsdata.txt to determine how the superseded data were derived.
 BW0593
 BW0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR522168(NAD 83)
 BW0593_MARKER: B = BOLT
 BW0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0593_SP_SET: CONCRETE BLOCK
 BW0593_STAMPING: P. B. M. 49
 BW0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0593
 BW0593  HISTORY     - Date     Condition        Report By
 BW0593  HISTORY     - UNK      MONUMENTED       DOD
 BW0593  HISTORY     - 1938     GOOD             NGS
 BW0593  HISTORY     - 1963     MARK NOT FOUND   USGS
 BW0593
 BW0593                          STATION DESCRIPTION
 BW0593
 BW0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0593'IN WATER PROOF.
 BW0593'P. B. M. IS CONCRETE BLOCK AND IRON PIPE ON THE RIGHT BANK OF MISS.
 BW0593'RIVER, IN TENSAS PARISH LA., 2 MILES DOWNSTREAM FROM WATERPROOF LA. IN
 BW0593'AN OPEN FIELD ON ARCOLA PLANTATION.  3.0 METERS LANDSIDE OF A ROAD
 BW0593'RUNNING SOUTH FROM LEVEE.  59.8 METERS LANDWARD FROM CENTERLINE OF
 BW0593'LEVEE.  14.3 METERS LANDSIDE OF A FENCE RUNNING PARALLEL TO LEVEE.
 BW0593'16.6 METERS DOWNSTREAM AND SLIGHTLY TO RIVER FROM YARD FENCE AROUND
 BW0593'CABIN WITH DOUBLE CHIMNEYS.  25.8 METERS DOWNSTREAM AND RIVERSIDE OF
 BW0593'THE SOUTH CHIMNEY OF A CABIN.  68.9 METERS RIVERSIDE FROM A POWER LINE
 BW0593'POLE NO. 1055, WHICH IS IN THE POINT OF A SHARP ANGLE IN POWER LINE TO
 BW0593'THE RIGHT.  34.8 METERS DOWNSTREAM AND LANDWARD OF A CATTLE GUARD IN
 BW0593'FENCE INTERSECTING A FENCE WHICH RUNS PARALLEL TO LEVEE. TOP OF MARK
 BW0593'IS 20 IN. ABOVE GROUND.
 BW0593
 BW0593                          STATION RECOVERY (1963)
 BW0593
 BW0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BW0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0592 ***********************************************************************
 BW0592  DESIGNATION -  49 DIETZE CAP
 BW0592  PID         -  BW0592
 BW0592  STATE/COUNTY-  LA/TENSAS
 BW0592  USGS QUAD   -  WATERPROOF (1994)
 BW0592
 BW0592                         *CURRENT SURVEY CONTROL
 BW0592  ___________________________________________________________________
 BW0592* NAD 83(1986)-  31 46 38.     (N)    091 23 30.     (W)     SCALED    
 BW0592* NAVD 88     -        19.91   (+/-2cm)      65.3    (feet)  VERTCON   
 BW0592  ___________________________________________________________________
 BW0592  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0592
 BW0592  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0592
 BW0592.The horizontal coordinates were scaled from a topographic map and have
 BW0592.an estimated accuracy of +/- 6 seconds.
 BW0592
 BW0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0592.The vertical order pertains to the NGVD 29 superseded value.
 BW0592
 BW0592.The geoid height was determined by GEOID03.
 BW0592
 BW0592;                    North         East    Units  Estimated Accuracy
 BW0592;SPC LA N     -   142,150.    1,104,970.      MT  (+/- 180 meters Scaled)
 BW0592
 BW0592                          SUPERSEDED SURVEY CONTROL
 BW0592
 BW0592  NGVD 29 (??/??/92)   19.92   (m)           65.4    (f) COMPUTED    1 2
 BW0592
 BW0592.Superseded values are not recommended for survey control.
 BW0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0592.See file dsdata.txt to determine how the superseded data were derived.
 BW0592
 BW0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR522168(NAD 83)
 BW0592_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0592_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0592_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0592_STAMPING: P. B. M. 49
 BW0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0592
 BW0592  HISTORY     - Date     Condition        Report By
 BW0592  HISTORY     - UNK      MONUMENTED       DOD
 BW0592  HISTORY     - 1938     GOOD             NGS
 BW0592  HISTORY     - 1963     MARK NOT FOUND   USGS
 BW0592
 BW0592                          STATION DESCRIPTION
 BW0592
 BW0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0592'IN WATER PROOF.
 BW0592'P. B. M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON THE RIGHT
 BW0592'BANK OF MISS. RIVER, IN TENSAS PARISH LA., 2 MILES DOWNSTREAM FROM
 BW0592'WATERPROOF LA. IN AN OPEN FIELD ON ARCOLA PLANTATION.  3.0 METERS
 BW0592'LANDSIDE OF A ROAD RUNNING SOUTH FROM LEVEE.  59.8 METERS LANDWARD
 BW0592'FROM CENTERLINE OF LEVEE.  14.3 METERS LANDSIDE OF A FENCE RUNNING
 BW0592'PARALLEL TO LEVEE.  16.6 METERS DOWNSTREAM AND SLIGHTLY TO RIVER FROM
 BW0592'YARD FENCE AROUND CABIN WITH DOUBLE CHIMNEYS.  25.8 METERS DOWNSTREAM
 BW0592'AND RIVERSIDE OF THE SOUTH CHIMNEY OF A CABIN.  68.9 METERS RIVERSIDE
 BW0592'FROM A POWER LINE POLE NO. 1055, WHICH IS IN THE POINT OF A SHARP
 BW0592'ANGLE IN POWER LINE TO THE RIGHT. 34.8 METERS DOWNSTREAM AND LANDWARD
 BW0592'OF A CATTLE GUARD IN FENCE INTERSECTING A FENCE WHICH RUNS PARALLEL TO
 BW0592'LEVEE.  TOP OF MARK IS 20 IN. ABOVE GROUND.
 BW0592
 BW0592                          STATION RECOVERY (1963)
 BW0592
 BW0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BW0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0301 ***********************************************************************
 BJ0301  DESIGNATION -  49 EABPL
 BJ0301  PID         -  BJ0301
 BJ0301  STATE/COUNTY-  LA/IBERVILLE
 BJ0301  USGS QUAD   -  GRAND RIVER (1992)
 BJ0301
 BJ0301                         *CURRENT SURVEY CONTROL
 BJ0301  ___________________________________________________________________
 BJ0301* NAD 83(1986)-  30 12 37.     (N)    091 24 49.     (W)     SCALED    
 BJ0301* NAVD 88     -         4.148  (meters)      13.61   (feet)  ADJUSTED  
 BJ0301  ___________________________________________________________________
 BJ0301  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0301  DYNAMIC HT  -           4.143 (meters)      13.59  (feet)  COMP
 BJ0301  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 BJ0301
 BJ0301  VERT ORDER  -  FIRST     CLASS I
 BJ0301
 BJ0301.The horizontal coordinates were scaled from a topographic map and have
 BJ0301.an estimated accuracy of +/- 6 seconds.
 BJ0301
 BJ0301.The orthometric height was determined by differential leveling
 BJ0301.and adjusted by the National Geodetic Survey in February 1994..
 BJ0301
 BJ0301.The geoid height was determined by GEOID03.
 BJ0301
 BJ0301.The dynamic height is computed by dividing the NAVD 88
 BJ0301.geopotential number by the normal gravity value computed on the
 BJ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0301.degrees latitude (g = 980.6199 gals.).
 BJ0301
 BJ0301.The modeled gravity was interpolated from observed gravity values.
 BJ0301
 BJ0301;                    North         East    Units  Estimated Accuracy
 BJ0301;SPC LA S     -   189,580.      992,270.      MT  (+/- 180 meters Scaled)
 BJ0301
 BJ0301                          SUPERSEDED SURVEY CONTROL
 BJ0301
 BJ0301  NGVD 29 (??/??/??)    4.178  (m)           13.71   (f) ADJUSTED    1 1
 BJ0301
 BJ0301.Superseded values are not recommended for survey control.
 BJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0301.See file dsdata.txt to determine how the superseded data were derived.
 BJ0301
 BJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP526431(NAD 83)
 BJ0301_MARKER: DD = SURVEY DISK
 BJ0301_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0301_SP_SET: 110 FT IRON PIPE
 BJ0301_STAMPING: PBM 49 EABPL 1976 USE
 BJ0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0301
 BJ0301  HISTORY     - Date     Condition        Report By
 BJ0301  HISTORY     - 1976     MONUMENTED       USE
 BJ0301  HISTORY     - 1976     GOOD             NGS
 BJ0301
 BJ0301                          STATION DESCRIPTION
 BJ0301
 BJ0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0301'6.6 MI NW FROM BAYOU SORREL.
 BJ0301'6.6 MILES NORTHWEST ALONG AN ASPHALT AND GRAVELED ROAD ALONG THE
 BJ0301'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0301'0.15 MILE NORTHWEST OF THE SOUTHEAST END OF A TIMBER LINE, 0.15 MILE
 BJ0301'SOUTHEAST OF THE CENTER OF A CURVE, 40 FT NORTHEAST OF THE CENTER
 BJ0301'LINE OF THE ROAD, A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH
 BJ0301'OF 110 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF 98 FT
 BJ0301'WITH A 3-INCH SCREW CAP FOR ACCESS. THE SCREW CAP PROJECTS 22 INCHES
 BJ0301'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0310 ***********************************************************************
 BK0310  DESIGNATION -  49 V 1 LADTD
 BK0310  PID         -  BK0310
 BK0310  STATE/COUNTY-  LA/ST LANDRY
 BK0310  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0310
 BK0310                         *CURRENT SURVEY CONTROL
 BK0310  ___________________________________________________________________
 BK0310* NAD 83(1986)-  30 29 03.     (N)    092 29 11.     (W)     SCALED    
 BK0310* NAVD 88     -        12.45   (+/-2cm)      40.8    (feet)  VERTCON   
 BK0310  ___________________________________________________________________
 BK0310  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0310
 BK0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0310
 BK0310.The horizontal coordinates were scaled from a topographic map and have
 BK0310.an estimated accuracy of +/- 6 seconds.
 BK0310
 BK0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0310.The vertical order pertains to the NGVD 29 superseded value.
 BK0310
 BK0310.The geoid height was determined by GEOID03.
 BK0310
 BK0310;                    North         East    Units  Estimated Accuracy
 BK0310;SPC LA S     -   220,490.      889,300.      MT  (+/- 180 meters Scaled)
 BK0310
 BK0310                          SUPERSEDED SURVEY CONTROL
 BK0310
 BK0310  NGVD 29 (??/??/??)   12.410  (m)           40.72   (f) ADJUSTED    2 0
 BK0310
 BK0310.Superseded values are not recommended for survey control.
 BK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0310.See file dsdata.txt to determine how the superseded data were derived.
 BK0310
 BK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP492725(NAD 83)
 BK0310_MARKER: DD = SURVEY DISK
 BK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0310_STAMPING: 49V1 1968
 BK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0310+STABILITY: SURFACE MOTION
 BK0310
 BK0310  HISTORY     - Date     Condition        Report By
 BK0310  HISTORY     - 1968     MONUMENTED       LADTD
 BK0310  HISTORY     - 1969     GOOD             LADTD
 BK0310
 BK0310                          STATION DESCRIPTION
 BK0310
 BK0310'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0310'4.65 MI W FROM EUNICE.
 BK0310'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0310'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0310'WITH US HIGHWAY 190.  THENCE ABOUT 4.50 MILES WEST ALONG US HIGHWAY
 BK0310'190.  ABOUT 5.90 MILES EAST ALONG US HIGHWAY 190 FROM THE INTERSECTION
 BK0310'OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 97 EAST OF BASILE. IN SECTION
 BK0310'32, T6S, R1W.  105.2 FEET SOUTHEAST OF THE CENTERLINE OF US HIGHWAY
 BK0310'190, 156.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WOOD
 BK0310'FRAME RESIDENCE BELONGING TO A. J. THIBODEAUX, 288.0 FEET
 BK0310'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK COMBINATION
 BK0310'RESTAURANT AND SERVICE STATION BUILDING, 1.0 FOOT WEST OF A MESH WIRE
 BK0310'FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 BK0310'GROUND.  THE MARK IS LOCATED 1.1 FEET NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0488 ***********************************************************************
 BK0488  DESIGNATION -  49 V 10 LADTD
 BK0488  PID         -  BK0488
 BK0488  STATE/COUNTY-  LA/ST LANDRY
 BK0488  USGS QUAD   -  CHURCH POINT (1983)
 BK0488
 BK0488                         *CURRENT SURVEY CONTROL
 BK0488  ___________________________________________________________________
 BK0488* NAD 83(1986)-  30 28 28.     (N)    092 11 40.     (W)     SCALED    
 BK0488* NAVD 88     -        16.92   (+/-2cm)      55.5    (feet)  VERTCON   
 BK0488  ___________________________________________________________________
 BK0488  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK0488
 BK0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0488
 BK0488.The horizontal coordinates were scaled from a topographic map and have
 BK0488.an estimated accuracy of +/- 6 seconds.
 BK0488
 BK0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0488.The vertical order pertains to the NGVD 29 superseded value.
 BK0488
 BK0488.The geoid height was determined by GEOID03.
 BK0488
 BK0488;                    North         East    Units  Estimated Accuracy
 BK0488;SPC LA S     -   219,170.      917,320.      MT  (+/- 180 meters Scaled)
 BK0488
 BK0488                          SUPERSEDED SURVEY CONTROL
 BK0488
 BK0488  NGVD 29 (??/??/??)   16.878  (m)           55.37   (f) ADJUSTED    2 0
 BK0488
 BK0488.Superseded values are not recommended for survey control.
 BK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0488.See file dsdata.txt to determine how the superseded data were derived.
 BK0488
 BK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP773716(NAD 83)
 BK0488_MARKER: DE = TRAVERSE STATION DISK
 BK0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0488_STAMPING: 49 V 10 - 1968
 BK0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0488+STABILITY: SURFACE MOTION
 BK0488
 BK0488  HISTORY     - Date     Condition        Report By
 BK0488  HISTORY     - 1968     MONUMENTED       LADTD
 BK0488  HISTORY     - 1972     GOOD             LADTD
 BK0488
 BK0488                          STATION DESCRIPTION
 BK0488
 BK0488'DESCRIBED BY LA TRANSP AND DEV 1972
 BK0488'3.6 MI S FROM LAWTELL.
 BK0488'ABOUT 3.60 MILES SOUTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL
 BK0488'HIGH SCHOOL IN LAWTELL.  SECTION 6, T7S - R3E.  65.8 FEET
 BK0488'WEST-SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 35, 141.1 FEET
 BK0488'NORTHEAST OF THE NORTHEAST CORNER OF A WOOD FRAME WITH ASBESTAS SIDING
 BK0488'RESIDENCE BELONGING TO ETICNNE GUIDRY, 88.0 FEET NORTH OF THE
 BK0488'CENTERLINE OF A GRAVEL DRIVEWAY, 10.7 FEET NORTHEAST OF A 6 INCH PINE
 BK0488'TREE, 0.9 FEET SOUTH OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE
 BK0488'POST SET FLUSH WITH THE GROUND.  THE MARK IS LOCATED 1.1 FEET EAST OF
 BK0488'A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2901 ***********************************************************************
 BJ2901  DESIGNATION -  49 V 100 LADTD
 BJ2901  PID         -  BJ2901
 BJ2901  STATE/COUNTY-  LA/ST LANDRY
 BJ2901  USGS QUAD   -  PORT BARRE (1994)
 BJ2901
 BJ2901                         *CURRENT SURVEY CONTROL
 BJ2901  ___________________________________________________________________
 BJ2901* NAD 83(1986)-  30 34 51.     (N)    091 57 46.     (W)     SCALED    
 BJ2901* NAVD 88     -         8.73   (+/-2cm)      28.6    (feet)  VERTCON   
 BJ2901  ___________________________________________________________________
 BJ2901  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2901
 BJ2901  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2901
 BJ2901.The horizontal coordinates were scaled from a topographic map and have
 BJ2901.an estimated accuracy of +/- 6 seconds.
 BJ2901
 BJ2901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2901.The vertical order pertains to the NGVD 29 superseded value.
 BJ2901
 BJ2901.The geoid height was determined by GEOID03.
 BJ2901
 BJ2901;                    North         East    Units  Estimated Accuracy
 BJ2901;SPC LA S     -   230,820.      939,630.      MT  (+/- 180 meters Scaled)
 BJ2901
 BJ2901                          SUPERSEDED SURVEY CONTROL
 BJ2901
 BJ2901  NGVD 29 (??/??/??)    8.712  (m)           28.58   (f) ADJUSTED    2 1
 BJ2901
 BJ2901.Superseded values are not recommended for survey control.
 BJ2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2901.See file dsdata.txt to determine how the superseded data were derived.
 BJ2901
 BJ2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP994836(NAD 83)
 BJ2901_MARKER: DD = SURVEY DISK
 BJ2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2901_SP_SET: CONCRETE POST
 BJ2901_STAMPING: 49 V 100 1975
 BJ2901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2901+STABILITY: SURFACE MOTION
 BJ2901
 BJ2901  HISTORY     - Date     Condition        Report By
 BJ2901  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2901
 BJ2901                          STATION DESCRIPTION
 BJ2901
 BJ2901'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2901'2 MI NW FROM PORT BARRE.
 BJ2901'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 2.0 MILES
 BJ2901'NORTHWEST ALONG LOUISIANA HIGHWAY 103, 243 FEET NORTHWEST OF A
 BJ2901'PIPE LINE CROSSING LOUISIANA HIGHWAY 103, ABOUT 0.30 MILES SOUTH-
 BJ2901'EAST OF THE INTERSECTION OF LOUISIANA HIGHWAY 103 AND A PARISH
 BJ2901'BLACK TOP ROAD LEADING NORTH, 1.0 FOOT WEST OF A MESH AND BARBED
 BJ2901'WIRE FENCE, 1.0 FOOT WEST OF A STEEL WITNESS POST, SET IN THE TOP
 BJ2901'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2905 ***********************************************************************
 BJ2905  DESIGNATION -  49 V 101 LADTD
 BJ2905  PID         -  BJ2905
 BJ2905  STATE/COUNTY-  LA/ST LANDRY
 BJ2905  USGS QUAD   -  PORT BARRE (1994)
 BJ2905
 BJ2905                         *CURRENT SURVEY CONTROL
 BJ2905  ___________________________________________________________________
 BJ2905* NAD 83(1986)-  30 36 15.     (N)    091 57 30.     (W)     SCALED    
 BJ2905* NAVD 88     -         9.25   (+/-2cm)      30.3    (feet)  VERTCON   
 BJ2905  ___________________________________________________________________
 BJ2905  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ2905
 BJ2905  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2905
 BJ2905.The horizontal coordinates were scaled from a topographic map and have
 BJ2905.an estimated accuracy of +/- 6 seconds.
 BJ2905
 BJ2905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2905.The vertical order pertains to the NGVD 29 superseded value.
 BJ2905
 BJ2905.The geoid height was determined by GEOID03.
 BJ2905
 BJ2905;                    North         East    Units  Estimated Accuracy
 BJ2905;SPC LA S     -   233,400.      940,070.      MT  (+/- 180 meters Scaled)
 BJ2905
 BJ2905                          SUPERSEDED SURVEY CONTROL
 BJ2905
 BJ2905  NGVD 29 (??/??/??)    9.234  (m)           30.30   (f) ADJUSTED    2 1
 BJ2905
 BJ2905.Superseded values are not recommended for survey control.
 BJ2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2905.See file dsdata.txt to determine how the superseded data were derived.
 BJ2905
 BJ2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP998861(NAD 83)
 BJ2905_MARKER: DD = SURVEY DISK
 BJ2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2905_SP_SET: CONCRETE POST
 BJ2905_STAMPING: 49 V 101 1975
 BJ2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2905+STABILITY: SURFACE MOTION
 BJ2905
 BJ2905  HISTORY     - Date     Condition        Report By
 BJ2905  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2905  HISTORY     - 1975     GOOD             LADTD
 BJ2905
 BJ2905                          STATION DESCRIPTION
 BJ2905
 BJ2905'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2905'4.0 MI SW FROM PORT BARRE.
 BJ2905'ABOUT 4 MI NE ALONG STATE HIGHWAY 103 FROM THE NEW WATER TOWER IN
 BJ2905'PORT BARRE, 64 FT WEST OF THE CENTERLINE OF STATE HIGHWAY 103,
 BJ2905'22 FT NE OF THE NE CORNER OF A WOOD FRAME HOUSE, 1 FT NORTH OF A CHAIN
 BJ2905'LINK FENCE, 31 FT WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2906 ***********************************************************************
 BJ2906  DESIGNATION -  49 V 102 LADTD
 BJ2906  PID         -  BJ2906
 BJ2906  STATE/COUNTY-  LA/ST LANDRY
 BJ2906  USGS QUAD   -  PORT BARRE (1994)
 BJ2906
 BJ2906                         *CURRENT SURVEY CONTROL
 BJ2906  ___________________________________________________________________
 BJ2906* NAD 83(1986)-  30 36 42.     (N)    091 57 45.     (W)     SCALED    
 BJ2906* NAVD 88     -         8.34   (+/-2cm)      27.4    (feet)  VERTCON   
 BJ2906  ___________________________________________________________________
 BJ2906  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ2906
 BJ2906  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2906
 BJ2906.The horizontal coordinates were scaled from a topographic map and have
 BJ2906.an estimated accuracy of +/- 6 seconds.
 BJ2906
 BJ2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2906.The vertical order pertains to the NGVD 29 superseded value.
 BJ2906
 BJ2906.The geoid height was determined by GEOID03.
 BJ2906
 BJ2906;                    North         East    Units  Estimated Accuracy
 BJ2906;SPC LA S     -   234,240.      939,670.      MT  (+/- 180 meters Scaled)
 BJ2906
 BJ2906                          SUPERSEDED SURVEY CONTROL
 BJ2906
 BJ2906  NGVD 29 (??/??/??)    8.324  (m)           27.31   (f) ADJUSTED    2 1
 BJ2906
 BJ2906.Superseded values are not recommended for survey control.
 BJ2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2906.See file dsdata.txt to determine how the superseded data were derived.
 BJ2906
 BJ2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP994870(NAD 83)
 BJ2906_MARKER: DD = SURVEY DISK
 BJ2906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2906_SP_SET: STRUCTURE CULVERT HEADWALL
 BJ2906_STAMPING: 49 V 102 1975
 BJ2906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2906
 BJ2906  HISTORY     - Date     Condition        Report By
 BJ2906  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2906  HISTORY     - 1975     GOOD             LADTD
 BJ2906
 BJ2906                          STATION DESCRIPTION
 BJ2906
 BJ2906'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2906'4.8 MI NE FROM PORT BARRE.
 BJ2906'ABOUT 4.8 MI NE ALONG STATE HIGHWAY 103 FROM THE NEW WATER TOWER IN
 BJ2906'PORT BARRE, 158 FT EAST OF THE JUNCTION OF STATE HIGHWAY 103 AND
 BJ2906'STATE HIGHWAY 359, 22 FT SOUTH OF THE CENTERLINE OF STATE HIGHWAY 359.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2907 ***********************************************************************
 BJ2907  DESIGNATION -  49 V 103 LADTD
 BJ2907  PID         -  BJ2907
 BJ2907  STATE/COUNTY-  LA/ST LANDRY
 BJ2907  USGS QUAD   -  PORT BARRE (1994)
 BJ2907
 BJ2907                         *CURRENT SURVEY CONTROL
 BJ2907  ___________________________________________________________________
 BJ2907* NAD 83(1986)-  30 36 51.     (N)    091 58 49.     (W)     SCALED    
 BJ2907* NAVD 88     -         9.86   (+/-2cm)      32.3    (feet)  VERTCON   
 BJ2907  ___________________________________________________________________
 BJ2907  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ2907
 BJ2907  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2907
 BJ2907.The horizontal coordinates were scaled from a topographic map and have
 BJ2907.an estimated accuracy of +/- 6 seconds.
 BJ2907
 BJ2907.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2907.The vertical order pertains to the NGVD 29 superseded value.
 BJ2907
 BJ2907.The geoid height was determined by GEOID03.
 BJ2907
 BJ2907;                    North         East    Units  Estimated Accuracy
 BJ2907;SPC LA S     -   234,520.      937,970.      MT  (+/- 180 meters Scaled)
 BJ2907
 BJ2907                          SUPERSEDED SURVEY CONTROL
 BJ2907
 BJ2907  NGVD 29 (??/??/??)    9.838  (m)           32.28   (f) ADJUSTED    2 1
 BJ2907
 BJ2907.Superseded values are not recommended for survey control.
 BJ2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2907.See file dsdata.txt to determine how the superseded data were derived.
 BJ2907
 BJ2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP977872(NAD 83)
 BJ2907_MARKER: DD = SURVEY DISK
 BJ2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2907_SP_SET: CONCRETE POST
 BJ2907_STAMPING: 49 V 103 1975
 BJ2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2907+STABILITY: SURFACE MOTION
 BJ2907
 BJ2907  HISTORY     - Date     Condition        Report By
 BJ2907  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2907
 BJ2907                          STATION DESCRIPTION
 BJ2907
 BJ2907'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2907'5.8 MI NW FROM PORT BARRE.
 BJ2907'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 5.8 MILES
 BJ2907'NORTHWEST ALONG LOUISIANA HIGHWAY 103, 98 FEET SOUTHWEST OF THE
 BJ2907'CENTERLINE OF LOUISIANA HIGHWAY 103, 33 FEET SOUTHEAST OF A BRICK
 BJ2907'RESIDENCE OWENED BY JAMES QUEBEDEAUX, 43 FEET SOUTHEAST OF THE
 BJ2907'CORNER OF A CHAIN LINK FENCE, 1.0 FEET NORTHEAST OF A STEEL WIT-
 BJ2907'NESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2908 ***********************************************************************
 BJ2908  DESIGNATION -  49 V 104 LADTD
 BJ2908  PID         -  BJ2908
 BJ2908  STATE/COUNTY-  LA/ST LANDRY
 BJ2908  USGS QUAD   -  PORT BARRE (1994)
 BJ2908
 BJ2908                         *CURRENT SURVEY CONTROL
 BJ2908  ___________________________________________________________________
 BJ2908* NAD 83(1986)-  30 37 25.     (N)    091 59 31.     (W)     SCALED    
 BJ2908* NAVD 88     -        10.17   (+/-2cm)      33.4    (feet)  VERTCON   
 BJ2908  ___________________________________________________________________
 BJ2908  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ2908
 BJ2908  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2908
 BJ2908.The horizontal coordinates were scaled from a topographic map and have
 BJ2908.an estimated accuracy of +/- 6 seconds.
 BJ2908
 BJ2908.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2908.The vertical order pertains to the NGVD 29 superseded value.
 BJ2908
 BJ2908.The geoid height was determined by GEOID03.
 BJ2908
 BJ2908;                    North         East    Units  Estimated Accuracy
 BJ2908;SPC LA S     -   235,580.      936,860.      MT  (+/- 180 meters Scaled)
 BJ2908
 BJ2908                          SUPERSEDED SURVEY CONTROL
 BJ2908
 BJ2908  NGVD 29 (??/??/??)   10.151  (m)           33.30   (f) ADJUSTED    2 1
 BJ2908
 BJ2908.Superseded values are not recommended for survey control.
 BJ2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2908.See file dsdata.txt to determine how the superseded data were derived.
 BJ2908
 BJ2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP966883(NAD 83)
 BJ2908_MARKER: DD = SURVEY DISK
 BJ2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2908_SP_SET: CONCRETE POST
 BJ2908_STAMPING: 49 V 104 1975
 BJ2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2908+STABILITY: SURFACE MOTION
 BJ2908
 BJ2908  HISTORY     - Date     Condition        Report By
 BJ2908  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2908
 BJ2908                          STATION DESCRIPTION
 BJ2908
 BJ2908'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2908'6.8 MI NW FROM PORT BARRE.
 BJ2908'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 6.8 MILES
 BJ2908'NORTHWEST ALONG LOUISIANA HIGHWAY 103, 130 FEET SOUTHWEST OF THE
 BJ2908'CENTERLINE OF LOUISIANA HIGHWAY 103, 1.0 FOOT SOUTHEAST OF THE
 BJ2908'SOUTHEAST CORNER OF A METAL BUILDING AND LOCATED IN THE CONCRETE
 BJ2908'FOOTING, ABOUT 4.95 MILES SOUTHEAST ALONG LOUISIANA HIGHWAYS 103
 BJ2908'FROM THE WASHINGTON STATE BANK, 2.0 FEET NORTHEAST OF A STEEL
 BJ2908'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BJ2908'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2060 ***********************************************************************
 BK2060  DESIGNATION -  49 V 105 LADTD
 BK2060  PID         -  BK2060
 BK2060  STATE/COUNTY-  LA/ST LANDRY
 BK2060  USGS QUAD   -  BEGGS (1992)
 BK2060
 BK2060                         *CURRENT SURVEY CONTROL
 BK2060  ___________________________________________________________________
 BK2060* NAD 83(1986)-  30 37 40.     (N)    092 00 26.     (W)     SCALED    
 BK2060* NAVD 88     -        10.11   (+/-2cm)      33.2    (feet)  VERTCON   
 BK2060  ___________________________________________________________________
 BK2060  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2060
 BK2060  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK2060
 BK2060.The horizontal coordinates were scaled from a topographic map and have
 BK2060.an estimated accuracy of +/- 6 seconds.
 BK2060
 BK2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2060.The vertical order pertains to the NGVD 29 superseded value.
 BK2060
 BK2060.The geoid height was determined by GEOID03.
 BK2060
 BK2060;                    North         East    Units  Estimated Accuracy
 BK2060;SPC LA S     -   236,050.      935,390.      MT  (+/- 180 meters Scaled)
 BK2060
 BK2060                          SUPERSEDED SURVEY CONTROL
 BK2060
 BK2060  NGVD 29 (??/??/??)   10.083  (m)           33.08   (f) ADJUSTED    2 1
 BK2060
 BK2060.Superseded values are not recommended for survey control.
 BK2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2060.See file dsdata.txt to determine how the superseded data were derived.
 BK2060
 BK2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP951887(NAD 83)
 BK2060_MARKER: DD = SURVEY DISK
 BK2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2060_SP_SET: CONCRETE POST
 BK2060_STAMPING: 49 V 105 1975
 BK2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2060+STABILITY: SURFACE MOTION
 BK2060
 BK2060  HISTORY     - Date     Condition        Report By
 BK2060  HISTORY     - 1975     MONUMENTED       LADTD
 BK2060
 BK2060                          STATION DESCRIPTION
 BK2060
 BK2060'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2060'7.7 MI NW FROM PORT BARRE.
 BK2060'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 7.7 MILES
 BK2060'NORTHWEST ALONG LOUISIANA HIGHWAY 103, 103 FEET SOUTH OF THE
 BK2060'CENTERLINE OF LOUISIANA HIGHWAY 103, 109 FEET WEST OF THE NORTH-
 BK2060'WEST CORNER OF A WOOD FRAM HOUSE, 111 FEET NORTHWEST OF THE
 BK2060'SOUTHWEST CORNER OF A WOOD FRAM HOUSE, 1.0 FOOT EAST OF A BARBED
 BK2060'WIRE FENCE, ABOUT 4.05 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY
 BK2060'103 FROM THE WASHINGTON STATE BANK, 1.0 FOOT NORTH OF A STEEL WITNESS
 BK2060'POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2061 ***********************************************************************
 BK2061  DESIGNATION -  49 V 106 LADTD
 BK2061  PID         -  BK2061
 BK2061  STATE/COUNTY-  LA/ST LANDRY
 BK2061  USGS QUAD   -  OPELOUSAS (1992)
 BK2061
 BK2061                         *CURRENT SURVEY CONTROL
 BK2061  ___________________________________________________________________
 BK2061* NAD 83(1986)-  30 37 10.     (N)    092 01 12.     (W)     SCALED    
 BK2061* NAVD 88     -         8.74   (+/-2cm)      28.7    (feet)  VERTCON   
 BK2061  ___________________________________________________________________
 BK2061  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2061
 BK2061  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK2061
 BK2061.The horizontal coordinates were scaled from a topographic map and have
 BK2061.an estimated accuracy of +/- 6 seconds.
 BK2061
 BK2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2061.The vertical order pertains to the NGVD 29 superseded value.
 BK2061
 BK2061.The geoid height was determined by GEOID03.
 BK2061
 BK2061;                    North         East    Units  Estimated Accuracy
 BK2061;SPC LA S     -   235,130.      934,160.      MT  (+/- 180 meters Scaled)
 BK2061
 BK2061                          SUPERSEDED SURVEY CONTROL
 BK2061
 BK2061  NGVD 29 (??/??/??)    8.711  (m)           28.58   (f) ADJUSTED    2 1
 BK2061
 BK2061.Superseded values are not recommended for survey control.
 BK2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2061.See file dsdata.txt to determine how the superseded data were derived.
 BK2061
 BK2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP939878(NAD 83)
 BK2061_MARKER: DD = SURVEY DISK
 BK2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2061_SP_SET: CONCRETE POST
 BK2061_STAMPING: 49 V 106 1975
 BK2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2061+STABILITY: SURFACE MOTION
 BK2061
 BK2061  HISTORY     - Date     Condition        Report By
 BK2061  HISTORY     - 1975     MONUMENTED       LADTD
 BK2061  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK2061
 BK2061                          STATION DESCRIPTION
 BK2061
 BK2061'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2061'2.75 MI SE FROM WASHINGTON.
 BK2061'FROM THE WASHINGTON STATE BANK, THENCE ABOUT 2.75 MILES SOUTHEAST
 BK2061'ALONG LOUISIANA HIGHWAY 103, ABOUT 0.10 MILES WEST OF A BRIDGE
 BK2061'OVER BAYOU COURTABLEAU, 92 FEET SOUTH OF THE CENTER LINE OF
 BK2061'LOUISIANA HIGHWAY 103, 39 FEET EAST OF THE NORTHEAST CORNER OF
 BK2061'A BRICK RESIDENCE OWNED BY LEE DEVILLE, 50 FEET NORTHEAST OF THE
 BK2061'SOUTHEAST CORNER OF THE SAME BRICK RESIDENCE 1.0 FOOT WEST OF A
 BK2061'CHAIN LINK FENCE, 0.9 FOOT NORTH OF A STEEL WITNESS POST, SET IN
 BK2061'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK2061
 BK2061                          STATION RECOVERY (2001)
 BK2061
 BK2061'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK2061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2062 ***********************************************************************
 BK2062  DESIGNATION -  49 V 107 LADTD
 BK2062  PID         -  BK2062
 BK2062  STATE/COUNTY-  LA/ST LANDRY
 BK2062  USGS QUAD   -  OPELOUSAS (1992)
 BK2062
 BK2062                         *CURRENT SURVEY CONTROL
 BK2062  ___________________________________________________________________
 BK2062* NAD 83(1986)-  30 36 55.     (N)    092 02 02.     (W)     SCALED    
 BK2062* NAVD 88     -        10.58   (+/-2cm)      34.7    (feet)  VERTCON   
 BK2062  ___________________________________________________________________
 BK2062  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2062
 BK2062  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK2062
 BK2062.The horizontal coordinates were scaled from a topographic map and have
 BK2062.an estimated accuracy of +/- 6 seconds.
 BK2062
 BK2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2062.The vertical order pertains to the NGVD 29 superseded value.
 BK2062
 BK2062.The geoid height was determined by GEOID03.
 BK2062
 BK2062;                    North         East    Units  Estimated Accuracy
 BK2062;SPC LA S     -   234,680.      932,830.      MT  (+/- 180 meters Scaled)
 BK2062
 BK2062                          SUPERSEDED SURVEY CONTROL
 BK2062
 BK2062  NGVD 29 (??/??/??)   10.551  (m)           34.62   (f) ADJUSTED    2 1
 BK2062
 BK2062.Superseded values are not recommended for survey control.
 BK2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2062.See file dsdata.txt to determine how the superseded data were derived.
 BK2062
 BK2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP926873(NAD 83)
 BK2062_MARKER: DD = SURVEY DISK
 BK2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2062_SP_SET: CONCRETE POST
 BK2062_STAMPING: 49 V 107 1975
 BK2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2062+STABILITY: SURFACE MOTION
 BK2062
 BK2062  HISTORY     - Date     Condition        Report By
 BK2062  HISTORY     - 1975     MONUMENTED       LADTD
 BK2062
 BK2062                          STATION DESCRIPTION
 BK2062
 BK2062'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2062'1.75 MI SE FROM WASHINGTON.
 BK2062'FROM THE WASHINGTON STATE BANK, THENCE ABOUT 1.75 MILES SOUTHEAST
 BK2062'ALONG LOUISIANA HIGHWAY 103 AND ABOUT 0.10 MILES EAST OF A BRIDGE
 BK2062'OVER BAYOU CARRON, 99 FEET SOUTH OF THE CENTERLINE OF LOUISIANA
 BK2062'HIGHWAY 103, 190 FEET SOUTH ALONG LOUISIANA HIGHWAY 743, THENCE
 BK2062'208 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 743, 1.0 FOOT
 BK2062'WEST OF A MESH AND BARBED WIRE FENCE, 1.2 FEET NORTH O A STEEL
 BK2062'WITNESS POST, SET IN THE TOP OF A CONCRETE PST FLUSH WITH THE
 BK2062'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2067 ***********************************************************************
 BK2067  DESIGNATION -  49 V 108 LADTD
 BK2067  PID         -  BK2067
 BK2067  STATE/COUNTY-  LA/ST LANDRY
 BK2067  USGS QUAD   -  OPELOUSAS (1992)
 BK2067
 BK2067                         *CURRENT SURVEY CONTROL
 BK2067  ___________________________________________________________________
 BK2067* NAD 83(1986)-  30 35 58.     (N)    092 04 09.     (W)     SCALED    
 BK2067* NAVD 88     -        21.33   (+/-2cm)      70.0    (feet)  VERTCON   
 BK2067  ___________________________________________________________________
 BK2067  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2067
 BK2067  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK2067
 BK2067.The horizontal coordinates were scaled from a topographic map and have
 BK2067.an estimated accuracy of +/- 6 seconds.
 BK2067
 BK2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2067.The vertical order pertains to the NGVD 29 superseded value.
 BK2067
 BK2067.The geoid height was determined by GEOID03.
 BK2067
 BK2067;                    North         East    Units  Estimated Accuracy
 BK2067;SPC LA S     -   232,940.      929,440.      MT  (+/- 180 meters Scaled)
 BK2067
 BK2067                          SUPERSEDED SURVEY CONTROL
 BK2067
 BK2067  NGVD 29 (??/??/??)   21.297  (m)           69.87   (f) ADJUSTED    2 1
 BK2067
 BK2067.Superseded values are not recommended for survey control.
 BK2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2067.See file dsdata.txt to determine how the superseded data were derived.
 BK2067
 BK2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP892855(NAD 83)
 BK2067_MARKER: DD = SURVEY DISK
 BK2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2067_SP_SET: CONCRETE POST
 BK2067_STAMPING: 49 V 108 1975
 BK2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2067+STABILITY: SURFACE MOTION
 BK2067
 BK2067  HISTORY     - Date     Condition        Report By
 BK2067  HISTORY     - 1975     MONUMENTED       LADTD
 BK2067
 BK2067                          STATION DESCRIPTION
 BK2067
 BK2067'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2067'1.3 MI SW FROM WASHINGTON.
 BK2067'FROM THE WASHINGTON STATE BANK, THENCE ABOUT 1.3 MILES SOUTHWEST OF
 BK2067'WASHINGTON ALONG LOUISIANA HIGHWAY 10, 105 FEET EAST OF THE CENTER-
 BK2067'LINE OF LOUISIANA HIGHWAY 10, 90 FT SOUTHEAST OF A 12 INCH PINE
 BK2067'TREE, 153.6 FEET SOUTHEAST OF THE NORTH CORNER OF A CHAIN LINK
 BK2067'FENCE AROUND SOUTHWEST LOUISIANA ELECTRIC MEMBERSHIP CORPORATION
 BK2067'(SLEMCO).  THIS MARKER IS ON THE PROPERTY OWNED BY ARTHUR SPURGEON,
 BK2067'1.0 FOOT WEST OF A STEEL WITNESS POST, SET IN THE TOP OF A CON-
 BK2067'CRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2872 ***********************************************************************
 BJ2872  DESIGNATION -  49 V 109 LADTD
 BJ2872  PID         -  BJ2872
 BJ2872  STATE/COUNTY-  LA/ST LANDRY
 BJ2872  USGS QUAD   -  PALMETTO (1994)
 BJ2872
 BJ2872                         *CURRENT SURVEY CONTROL
 BJ2872  ___________________________________________________________________
 BJ2872* NAD 83(1986)-  30 38 01.     (N)    091 56 39.     (W)     SCALED    
 BJ2872* NAVD 88     -        10.11   (+/-2cm)      33.2    (feet)  VERTCON   
 BJ2872  ___________________________________________________________________
 BJ2872  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ2872
 BJ2872  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2872
 BJ2872.The horizontal coordinates were scaled from a topographic map and have
 BJ2872.an estimated accuracy of +/- 6 seconds.
 BJ2872
 BJ2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2872.The vertical order pertains to the NGVD 29 superseded value.
 BJ2872
 BJ2872.The geoid height was determined by GEOID03.
 BJ2872
 BJ2872;                    North         East    Units  Estimated Accuracy
 BJ2872;SPC LA S     -   236,660.      941,440.      MT  (+/- 180 meters Scaled)
 BJ2872
 BJ2872                          SUPERSEDED SURVEY CONTROL
 BJ2872
 BJ2872  NGVD 29 (??/??/??)   10.088  (m)           33.10   (f) ADJUSTED    2 2
 BJ2872
 BJ2872.Superseded values are not recommended for survey control.
 BJ2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2872.See file dsdata.txt to determine how the superseded data were derived.
 BJ2872
 BJ2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP011894(NAD 83)
 BJ2872_MARKER: DD = SURVEY DISK
 BJ2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2872_SP_SET: CONCRETE POST
 BJ2872_STAMPING: 49 V 109 1975
 BJ2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2872+STABILITY: SURFACE MOTION
 BJ2872
 BJ2872  HISTORY     - Date     Condition        Report By
 BJ2872  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2872
 BJ2872                          STATION DESCRIPTION
 BJ2872
 BJ2872'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2872'6.8 MI NE FROM PORT BARRE.
 BJ2872'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2872'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359, THENCE ABOUT 2 MI
 BJ2872'NE ALONG STATE HIGHWAY 359, 83 FT SW OF A CATTLE GUARD IN A PRIVATE
 BJ2872'DRIVEWAY, 72 FT WEST OF POWER POLE NO 10-84-86. 54 FT SE OF A 40 INCH
 BJ2872'OAK TREE, 114 FT WEST OF THE CENTERLINE OF STATE HIGHWAY 359.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0489 ***********************************************************************
 BK0489  DESIGNATION -  49 V 11 LADTD
 BK0489  PID         -  BK0489
 BK0489  STATE/COUNTY-  LA/ST LANDRY
 BK0489  USGS QUAD   -  CHURCH POINT (1983)
 BK0489
 BK0489                         *CURRENT SURVEY CONTROL
 BK0489  ___________________________________________________________________
 BK0489* NAD 83(1986)-  30 28 49.     (N)    092 10 55.     (W)     SCALED    
 BK0489* NAVD 88     -        16.31   (+/-2cm)      53.5    (feet)  VERTCON   
 BK0489  ___________________________________________________________________
 BK0489  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK0489
 BK0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0489
 BK0489.The horizontal coordinates were scaled from a topographic map and have
 BK0489.an estimated accuracy of +/- 6 seconds.
 BK0489
 BK0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0489.The vertical order pertains to the NGVD 29 superseded value.
 BK0489
 BK0489.The geoid height was determined by GEOID03.
 BK0489
 BK0489;                    North         East    Units  Estimated Accuracy
 BK0489;SPC LA S     -   219,810.      918,520.      MT  (+/- 180 meters Scaled)
 BK0489
 BK0489                          SUPERSEDED SURVEY CONTROL
 BK0489
 BK0489  NGVD 29 (??/??/??)   16.267  (m)           53.37   (f) ADJUSTED    2 0
 BK0489
 BK0489.Superseded values are not recommended for survey control.
 BK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0489.See file dsdata.txt to determine how the superseded data were derived.
 BK0489
 BK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP785722(NAD 83)
 BK0489_MARKER: DD = SURVEY DISK
 BK0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0489_STAMPING: 49V11 1968
 BK0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0489+STABILITY: SURFACE MOTION
 BK0489
 BK0489  HISTORY     - Date     Condition        Report By
 BK0489  HISTORY     - 1968     MONUMENTED       LADTD
 BK0489  HISTORY     - 1969     GOOD             LADTD
 BK0489  HISTORY     - 1979     MARK NOT FOUND   USGS
 BK0489
 BK0489                          STATION DESCRIPTION
 BK0489
 BK0489'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0489'2.60 MI S FROM LAWTELL.
 BK0489'ABOUT 2.60 MILES SOUTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL
 BK0489'HIGH SCHOOL IN LAWTELL.  IN SECTION 5, T7S, R3E.  LOCATED AT THE END
 BK0489'OF A CURVE TO THE WEST IN THE HIGHWAY, 40.6 FEET SOUTH OF THE
 BK0489'CENTERLINE OF LOUISIANA HIGHWAY 35, 10.7 FEET SOUTH OF THE WESTERLY
 BK0489'PROJECTION OF THE CENTERLINE OF A BLACKTOP ROAD LEADING EAST, 96.4
 BK0489'FEET SOUTHEAST OF A TELEPHONE POLE, 1.6 FEET NORTH OF A COMBINATION
 BK0489'MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING
 BK0489'4 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.0 FOOT NORTH OF A
 BK0489'STEEL WITNESS POST.
 BK0489
 BK0489                          STATION RECOVERY (1979)
 BK0489
 BK0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BK0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2873 ***********************************************************************
 BJ2873  DESIGNATION -  49 V 110 LADTD
 BJ2873  PID         -  BJ2873
 BJ2873  STATE/COUNTY-  LA/ST LANDRY
 BJ2873  USGS QUAD   -  PALMETTO (1994)
 BJ2873
 BJ2873                         *CURRENT SURVEY CONTROL
 BJ2873  ___________________________________________________________________
 BJ2873* NAD 83(1986)-  30 38 31.     (N)    091 56 33.     (W)     SCALED    
 BJ2873* NAVD 88     -        10.29   (+/-2cm)      33.8    (feet)  VERTCON   
 BJ2873  ___________________________________________________________________
 BJ2873  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ2873
 BJ2873  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2873
 BJ2873.The horizontal coordinates were scaled from a topographic map and have
 BJ2873.an estimated accuracy of +/- 6 seconds.
 BJ2873
 BJ2873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2873.The vertical order pertains to the NGVD 29 superseded value.
 BJ2873
 BJ2873.The geoid height was determined by GEOID03.
 BJ2873
 BJ2873;                    North         East    Units  Estimated Accuracy
 BJ2873;SPC LA S     -   237,580.      941,610.      MT  (+/- 180 meters Scaled)
 BJ2873
 BJ2873                          SUPERSEDED SURVEY CONTROL
 BJ2873
 BJ2873  NGVD 29 (??/??/??)   10.278  (m)           33.72   (f) ADJUSTED    2 2
 BJ2873
 BJ2873.Superseded values are not recommended for survey control.
 BJ2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2873.See file dsdata.txt to determine how the superseded data were derived.
 BJ2873
 BJ2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP013903(NAD 83)
 BJ2873_MARKER: DD = SURVEY DISK
 BJ2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2873_SP_SET: CONCRETE POST
 BJ2873_STAMPING: 49 V 110 1975
 BJ2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2873+STABILITY: SURFACE MOTION
 BJ2873
 BJ2873  HISTORY     - Date     Condition        Report By
 BJ2873  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2873
 BJ2873                          STATION DESCRIPTION
 BJ2873
 BJ2873'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2873'8.4 MI NE FROM PORT BARRE.
 BJ2873'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2873'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359. THENCE ABOUT 2.6 MI
 BJ2873'NE ALONG STATE HIGHWAY 359, 71 FT EAST OF THE CENTERLINE OF STATE
 BJ2873'HIGHWAY 359, 18 FT NORTH OF THE CENTERLINE OF A PRIVATE ROAD LEADING
 BJ2873'EAST, 5 FT NORTH OF POWER POLE NO 37. 21 FT EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2874 ***********************************************************************
 BJ2874  DESIGNATION -  49 V 111 LADTD
 BJ2874  PID         -  BJ2874
 BJ2874  STATE/COUNTY-  LA/ST LANDRY
 BJ2874  USGS QUAD   -  PALMETTO (1994)
 BJ2874
 BJ2874                         *CURRENT SURVEY CONTROL
 BJ2874  ___________________________________________________________________
 BJ2874* NAD 83(1986)-  30 39 23.     (N)    091 57 06.     (W)     SCALED    
 BJ2874* NAVD 88     -         8.76   (+/-2cm)      28.7    (feet)  VERTCON   
 BJ2874  ___________________________________________________________________
 BJ2874  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ2874
 BJ2874  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2874
 BJ2874.The horizontal coordinates were scaled from a topographic map and have
 BJ2874.an estimated accuracy of +/- 6 seconds.
 BJ2874
 BJ2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2874.The vertical order pertains to the NGVD 29 superseded value.
 BJ2874
 BJ2874.The geoid height was determined by GEOID03.
 BJ2874
 BJ2874;                    North         East    Units  Estimated Accuracy
 BJ2874;SPC LA S     -   239,190.      940,740.      MT  (+/- 180 meters Scaled)
 BJ2874
 BJ2874                          SUPERSEDED SURVEY CONTROL
 BJ2874
 BJ2874  NGVD 29 (??/??/??)    8.749  (m)           28.70   (f) ADJUSTED    2 2
 BJ2874
 BJ2874.Superseded values are not recommended for survey control.
 BJ2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2874.See file dsdata.txt to determine how the superseded data were derived.
 BJ2874
 BJ2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP004919(NAD 83)
 BJ2874_MARKER: DD = SURVEY DISK
 BJ2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2874_SP_SET: CONCRETE POST
 BJ2874_STAMPING: 49 V 111 1975
 BJ2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2874+STABILITY: SURFACE MOTION
 BJ2874
 BJ2874  HISTORY     - Date     Condition        Report By
 BJ2874  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2874
 BJ2874                          STATION DESCRIPTION
 BJ2874
 BJ2874'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2874'9.5 MI NE FROM PORT BARRE.
 BJ2874'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2874'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359. THENCE ABOUT 3.7 MI
 BJ2874'NE ALONG STATE HIGHWAY 359, 96 FT WEST OF THE CENTERLINE OF STATE
 BJ2874'HIGHWAY 359, 111 FT NW OF STATE HIGHWAY 359 AND A GRAVEL ROAD LEADING
 BJ2874'EAST, 55 FT WEST OF POWER POLE NO 51, 1 FT NORTH OF A BARBED WIRE
 BJ2874'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2882 ***********************************************************************
 BJ2882  DESIGNATION -  49 V 112 LADTD
 BJ2882  PID         -  BJ2882
 BJ2882  STATE/COUNTY-  LA/ST LANDRY
 BJ2882  USGS QUAD   -  PALMETTO (1994)
 BJ2882
 BJ2882                         *CURRENT SURVEY CONTROL
 BJ2882  ___________________________________________________________________
 BJ2882* NAD 83(1986)-  30 41 20.     (N)    091 59 23.     (W)     SCALED    
 BJ2882* NAVD 88     -        10.32   (+/-2cm)      33.9    (feet)  VERTCON   
 BJ2882  ___________________________________________________________________
 BJ2882  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2882
 BJ2882  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2882
 BJ2882.The horizontal coordinates were scaled from a topographic map and have
 BJ2882.an estimated accuracy of +/- 6 seconds.
 BJ2882
 BJ2882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2882.The vertical order pertains to the NGVD 29 superseded value.
 BJ2882
 BJ2882.The geoid height was determined by GEOID03.
 BJ2882
 BJ2882;                    North         East    Units  Estimated Accuracy
 BJ2882;SPC LA S     -   242,810.      937,110.      MT  (+/- 180 meters Scaled)
 BJ2882
 BJ2882                          SUPERSEDED SURVEY CONTROL
 BJ2882
 BJ2882  NGVD 29 (??/??/??)   10.297  (m)           33.78   (f) ADJUSTED    2 2
 BJ2882
 BJ2882.Superseded values are not recommended for survey control.
 BJ2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2882.See file dsdata.txt to determine how the superseded data were derived.
 BJ2882
 BJ2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP967955(NAD 83)
 BJ2882_MARKER: DD = SURVEY DISK
 BJ2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2882_SP_SET: CONCRETE POST
 BJ2882_STAMPING: 49 V 112 1975
 BJ2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2882+STABILITY: SURFACE MOTION
 BJ2882
 BJ2882  HISTORY     - Date     Condition        Report By
 BJ2882  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2882
 BJ2882                          STATION DESCRIPTION
 BJ2882
 BJ2882'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2882'11.8 MI NE FROM PORT BARRE.
 BJ2882'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2882'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359, THENCE ABOUT 7 MI
 BJ2882'NE ALONG STATE HIGHWAY 359, 61 FT WEST OF A POWER POLE, 123 FT WEST
 BJ2882'OF THE CENTERLINE OF STATE HIGHWAY 359, 27 FT SE OF 24 INCH PECAN TREE
 BJ2882'43 FT SE OF A WOOD FRAME HOUSE. 1 FT NW OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2883 ***********************************************************************
 BJ2883  DESIGNATION -  49 V 113 LADTD
 BJ2883  PID         -  BJ2883
 BJ2883  STATE/COUNTY-  LA/ST LANDRY
 BJ2883  USGS QUAD   -  PALMETTO (1994)
 BJ2883
 BJ2883                         *CURRENT SURVEY CONTROL
 BJ2883  ___________________________________________________________________
 BJ2883* NAD 83(1986)-  30 41 58.     (N)    091 59 21.     (W)     SCALED    
 BJ2883* NAVD 88     -         9.71   (+/-2cm)      31.9    (feet)  VERTCON   
 BJ2883  ___________________________________________________________________
 BJ2883  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2883
 BJ2883  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2883
 BJ2883.The horizontal coordinates were scaled from a topographic map and have
 BJ2883.an estimated accuracy of +/- 6 seconds.
 BJ2883
 BJ2883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2883.The vertical order pertains to the NGVD 29 superseded value.
 BJ2883
 BJ2883.The geoid height was determined by GEOID03.
 BJ2883
 BJ2883;                    North         East    Units  Estimated Accuracy
 BJ2883;SPC LA S     -   243,980.      937,170.      MT  (+/- 180 meters Scaled)
 BJ2883
 BJ2883                          SUPERSEDED SURVEY CONTROL
 BJ2883
 BJ2883  NGVD 29 (??/??/??)    9.694  (m)           31.80   (f) ADJUSTED    2 2
 BJ2883
 BJ2883.Superseded values are not recommended for survey control.
 BJ2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2883.See file dsdata.txt to determine how the superseded data were derived.
 BJ2883
 BJ2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP968967(NAD 83)
 BJ2883_MARKER: DD = SURVEY DISK
 BJ2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2883_SP_SET: CONCRETE POST
 BJ2883_STAMPING: 49 V 113 1975
 BJ2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2883+STABILITY: SURFACE MOTION
 BJ2883
 BJ2883  HISTORY     - Date     Condition        Report By
 BJ2883  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2883
 BJ2883                          STATION DESCRIPTION
 BJ2883
 BJ2883'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2883'12.6 MI NE FROM PORT BARRE.
 BJ2883'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2883'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359, THENCE ABOUT 7.9 MI
 BJ2883'NE ALONG STATE HIGHWAY 359, 25 FT EAST OF THE CENTERLINE OF STATE
 BJ2883'HIGHWAY 359, 37 FT SW OF POWER POLE NO 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2885 ***********************************************************************
 BJ2885  DESIGNATION -  49 V 114 LADTD
 BJ2885  PID         -  BJ2885
 BJ2885  STATE/COUNTY-  LA/ST LANDRY
 BJ2885  USGS QUAD   -  PALMETTO (1994)
 BJ2885
 BJ2885                         *CURRENT SURVEY CONTROL
 BJ2885  ___________________________________________________________________
 BJ2885* NAD 83(1986)-  30 41 41.     (N)    091 58 22.     (W)     SCALED    
 BJ2885* NAVD 88     -         9.80   (+/-2cm)      32.2    (feet)  VERTCON   
 BJ2885  ___________________________________________________________________
 BJ2885  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2885
 BJ2885  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2885
 BJ2885.The horizontal coordinates were scaled from a topographic map and have
 BJ2885.an estimated accuracy of +/- 6 seconds.
 BJ2885
 BJ2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2885.The vertical order pertains to the NGVD 29 superseded value.
 BJ2885
 BJ2885.The geoid height was determined by GEOID03.
 BJ2885
 BJ2885;                    North         East    Units  Estimated Accuracy
 BJ2885;SPC LA S     -   243,450.      938,740.      MT  (+/- 180 meters Scaled)
 BJ2885
 BJ2885                          SUPERSEDED SURVEY CONTROL
 BJ2885
 BJ2885  NGVD 29 (??/??/??)    9.788  (m)           32.11   (f) ADJUSTED    2 2
 BJ2885
 BJ2885.Superseded values are not recommended for survey control.
 BJ2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2885.See file dsdata.txt to determine how the superseded data were derived.
 BJ2885
 BJ2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP983962(NAD 83)
 BJ2885_MARKER: DD = SURVEY DISK
 BJ2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2885_SP_SET: CONCRETE POST
 BJ2885_STAMPING: 49 V 114 1975
 BJ2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2885+STABILITY: SURFACE MOTION
 BJ2885
 BJ2885  HISTORY     - Date     Condition        Report By
 BJ2885  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2885
 BJ2885                          STATION DESCRIPTION
 BJ2885
 BJ2885'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2885'4.3 MI SOUTH FROM LEBEAU.
 BJ2885'FROM THE POST OFFICE IN LEBEAU, ABOUT 2.6 MI SE ALONG US HIGHWAY 71,
 BJ2885'TO THE JUNCTION OF A PARISH ROAD LEADING SW, THENCE ABOUT 1.7 MI SW
 BJ2885'ALONG THE PARISH ROAD, 190 FT SOUTH OF THE CENTERLINE OF A PARISH
 BJ2885'ROAD, 25 FT NE OF THE CENTERLINE OF A SHELL DRIVEWAY, 32 FT SOUTH OF
 BJ2885'A TWIN GUM TREE, 1 FT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2893 ***********************************************************************
 BJ2893  DESIGNATION -  49 V 115 LADTD
 BJ2893  PID         -  BJ2893
 BJ2893  STATE/COUNTY-  LA/ST LANDRY
 BJ2893  USGS QUAD   -  PALMETTO (1994)
 BJ2893
 BJ2893                         *CURRENT SURVEY CONTROL
 BJ2893  ___________________________________________________________________
 BJ2893* NAD 83(1986)-  30 42 38.     (N)    091 57 30.     (W)     SCALED    
 BJ2893* NAVD 88     -        10.17   (+/-2cm)      33.4    (feet)  VERTCON   
 BJ2893  ___________________________________________________________________
 BJ2893  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2893
 BJ2893  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2893
 BJ2893.The horizontal coordinates were scaled from a topographic map and have
 BJ2893.an estimated accuracy of +/- 6 seconds.
 BJ2893
 BJ2893.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2893.The vertical order pertains to the NGVD 29 superseded value.
 BJ2893
 BJ2893.The geoid height was determined by GEOID03.
 BJ2893
 BJ2893;                    North         East    Units  Estimated Accuracy
 BJ2893;SPC LA S     -   245,200.      940,130.      MT  (+/- 180 meters Scaled)
 BJ2893
 BJ2893                          SUPERSEDED SURVEY CONTROL
 BJ2893
 BJ2893  NGVD 29 (??/??/??)   10.155  (m)           33.32   (f) ADJUSTED    2 2
 BJ2893
 BJ2893.Superseded values are not recommended for survey control.
 BJ2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2893.See file dsdata.txt to determine how the superseded data were derived.
 BJ2893
 BJ2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP997979(NAD 83)
 BJ2893_MARKER: DD = SURVEY DISK
 BJ2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2893_SP_SET: CONCRETE POST
 BJ2893_STAMPING: 49 V 115 1975
 BJ2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2893+STABILITY: SURFACE MOTION
 BJ2893
 BJ2893  HISTORY     - Date     Condition        Report By
 BJ2893  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2893
 BJ2893                          STATION DESCRIPTION
 BJ2893
 BJ2893'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2893'1.6 MI SE FROM LEBEAU.
 BJ2893'FROM THE POST OFFICE IN LEBEAU, ABOUT 1.6 MI SE ALONG US HIGHWAY 71,
 BJ2893'112 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 29 FT NW OF THE NW
 BJ2893'CORNER OF A WOOD FRAME HOUSE, 1 FT SW OF A CHAIN LINK FENCE, 63 FT NE
 BJ2893'OF A BERBED WIRE FENCE, 3 FT SE OF A CORNER POST IN A CHAIN LINK FENCE
 BJ2893'LOCATED ON PROPERTY OF PAUL SIMIEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2894 ***********************************************************************
 BJ2894  DESIGNATION -  49 V 116 LADTD
 BJ2894  PID         -  BJ2894
 BJ2894  STATE/COUNTY-  LA/ST LANDRY
 BJ2894  USGS QUAD   -  PALMETTO (1994)
 BJ2894
 BJ2894                         *CURRENT SURVEY CONTROL
 BJ2894  ___________________________________________________________________
 BJ2894* NAD 83(1986)-  30 43 18.     (N)    091 58 01.     (W)     SCALED    
 BJ2894* NAVD 88     -        10.78   (+/-2cm)      35.4    (feet)  VERTCON   
 BJ2894  ___________________________________________________________________
 BJ2894  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2894
 BJ2894  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2894
 BJ2894.The horizontal coordinates were scaled from a topographic map and have
 BJ2894.an estimated accuracy of +/- 6 seconds.
 BJ2894
 BJ2894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2894.The vertical order pertains to the NGVD 29 superseded value.
 BJ2894
 BJ2894.The geoid height was determined by GEOID03.
 BJ2894
 BJ2894;                    North         East    Units  Estimated Accuracy
 BJ2894;SPC LA S     -   246,430.      939,310.      MT  (+/- 180 meters Scaled)
 BJ2894
 BJ2894                          SUPERSEDED SURVEY CONTROL
 BJ2894
 BJ2894  NGVD 29 (??/??/??)   10.762  (m)           35.31   (f) ADJUSTED    2 2
 BJ2894
 BJ2894.Superseded values are not recommended for survey control.
 BJ2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2894.See file dsdata.txt to determine how the superseded data were derived.
 BJ2894
 BJ2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP989992(NAD 83)
 BJ2894_MARKER: DD = SURVEY DISK
 BJ2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2894_SP_SET: CONCRETE POST
 BJ2894_STAMPING: 49 V 116 1975
 BJ2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2894+STABILITY: SURFACE MOTION
 BJ2894
 BJ2894  HISTORY     - Date     Condition        Report By
 BJ2894  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2894
 BJ2894                          STATION DESCRIPTION
 BJ2894
 BJ2894'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2894'.6 MI SE FROM LEBEAU.
 BJ2894'FROM THE POST OFFICE IN LEBEAU, ABOUT .6 MI SE ALONG US HIGHWAY 71,
 BJ2894'82 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 24 FT NW OF THE NW
 BJ2894'CORNER OF A WOOD FROM HOUSE, 1.2 FT SE OF A WOOD FENCE, 14 FT NW OF A
 BJ2894'6 INCH CEDER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2868 ***********************************************************************
 BJ2868  DESIGNATION -  49 V 117 LADTD
 BJ2868  PID         -  BJ2868
 BJ2868  STATE/COUNTY-  LA/ST LANDRY
 BJ2868  USGS QUAD   -  PALMETTO (1994)
 BJ2868
 BJ2868                         *CURRENT SURVEY CONTROL
 BJ2868  ___________________________________________________________________
 BJ2868* NAD 83(1986)-  30 43 19.     (N)    091 59 21.     (W)     SCALED    
 BJ2868* NAVD 88     -         9.56   (+/-2cm)      31.4    (feet)  VERTCON   
 BJ2868  ___________________________________________________________________
 BJ2868  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2868
 BJ2868  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2868
 BJ2868.The horizontal coordinates were scaled from a topographic map and have
 BJ2868.an estimated accuracy of +/- 6 seconds.
 BJ2868
 BJ2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2868.The vertical order pertains to the NGVD 29 superseded value.
 BJ2868
 BJ2868.The geoid height was determined by GEOID03.
 BJ2868
 BJ2868;                    North         East    Units  Estimated Accuracy
 BJ2868;SPC LA S     -   246,480.      937,180.      MT  (+/- 180 meters Scaled)
 BJ2868
 BJ2868                          SUPERSEDED SURVEY CONTROL
 BJ2868
 BJ2868  NGVD 29 (??/??/??)    9.539  (m)           31.30   (f) ADJUSTED    2 2
 BJ2868
 BJ2868.Superseded values are not recommended for survey control.
 BJ2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2868.See file dsdata.txt to determine how the superseded data were derived.
 BJ2868
 BJ2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP967992(NAD 83)
 BJ2868_MARKER: DD = SURVEY DISK
 BJ2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2868_SP_SET: CONCRETE POST
 BJ2868_STAMPING: 49 V 117 1975
 BJ2868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2868+STABILITY: SURFACE MOTION
 BJ2868
 BJ2868  HISTORY     - Date     Condition        Report By
 BJ2868  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2868  HISTORY     - 1976     GOOD             LADTD
 BJ2868  HISTORY     - 1985     GOOD             LADTD
 BJ2868
 BJ2868                          STATION DESCRIPTION
 BJ2868
 BJ2868'DESCRIBED BY LA TRANSP AND DEV 1976
 BJ2868'1.2 MI SW FROM LEBEAU.
 BJ2868'FROM THE POST OFFICE IN LEBEAU GO .35 MI NW ALONG US HIGHWAY 71 TO
 BJ2868'THE JUNCTION OF STATE HIGHWAY 10 LEADING SW TO WASHINGTON, THENCE
 BJ2868'ABOUT 1 MI SW ALONG STATE HIGHWAY 10. IT IS 63 FT SE OF THE CENTERLINE
 BJ2868'OF STATE HIGHWAY 10, 19 FT SW OF A 20 INCH OAK TREE, 25 FT NE OF A 20
 BJ2868'INCH OAK TREE, 125 FT SE OF A POWER POLE.
 BJ2868
 BJ2868                          STATION RECOVERY (1985)
 BJ2868
 BJ2868'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ2868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2046 ***********************************************************************
 BK2046  DESIGNATION -  49 V 118 LADTD
 BK2046  PID         -  BK2046
 BK2046  STATE/COUNTY-  LA/ST LANDRY
 BK2046  USGS QUAD   -  BEGGS (1992)
 BK2046
 BK2046                         *CURRENT SURVEY CONTROL
 BK2046  ___________________________________________________________________
 BK2046* NAD 83(1986)-  30 42 43.     (N)    092 00 04.     (W)     SCALED    
 BK2046* NAVD 88     -        10.35   (+/-2cm)      34.0    (feet)  VERTCON   
 BK2046  ___________________________________________________________________
 BK2046  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2046
 BK2046  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2046
 BK2046.The horizontal coordinates were scaled from a topographic map and have
 BK2046.an estimated accuracy of +/- 6 seconds.
 BK2046
 BK2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2046.The vertical order pertains to the NGVD 29 superseded value.
 BK2046
 BK2046.The geoid height was determined by GEOID03.
 BK2046
 BK2046;                    North         East    Units  Estimated Accuracy
 BK2046;SPC LA S     -   245,370.      936,030.      MT  (+/- 180 meters Scaled)
 BK2046
 BK2046                          SUPERSEDED SURVEY CONTROL
 BK2046
 BK2046  NGVD 29 (??/??/??)   10.328  (m)           33.88   (f) ADJUSTED    2 2
 BK2046
 BK2046.Superseded values are not recommended for survey control.
 BK2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2046.See file dsdata.txt to determine how the superseded data were derived.
 BK2046
 BK2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP956981(NAD 83)
 BK2046_MARKER: DD = SURVEY DISK
 BK2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2046_SP_SET: CONCRETE POST
 BK2046_STAMPING: 49 V 118 1975
 BK2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2046+STABILITY: SURFACE MOTION
 BK2046
 BK2046  HISTORY     - Date     Condition        Report By
 BK2046  HISTORY     - 1975     MONUMENTED       LADTD
 BK2046  HISTORY     - 1985     GOOD             LADTD
 BK2046
 BK2046                          STATION DESCRIPTION
 BK2046
 BK2046'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2046'2.2 MI SW FROM LEBEAU.
 BK2046'FROM THE POST OFFICE IN LEBEAU GO .35 MI NW ALONG US HIGHWAY 71 TO
 BK2046'THE JUNCTION OF STATE HIGHWAY 10, THENCE ABOUT 2 MI SW ALONG STATE
 BK2046'HIGHWAY 10, IT IS 65 FT SE OF THE CENTERLINE OF STATE HIGHWAY 10,
 BK2046'28 FT NE OF A 24 INCH BLACK GUM TREE, 1 FT SE OF A FENCE.
 BK2046
 BK2046                          STATION RECOVERY (1985)
 BK2046
 BK2046'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2048 ***********************************************************************
 BK2048  DESIGNATION -  49 V 119 LADTD
 BK2048  PID         -  BK2048
 BK2048  STATE/COUNTY-  LA/ST LANDRY
 BK2048  USGS QUAD   -  BEGGS (1992)
 BK2048
 BK2048                         *CURRENT SURVEY CONTROL
 BK2048  ___________________________________________________________________
 BK2048* NAD 83(1986)-  30 42 03.     (N)    092 00 50.     (W)     SCALED    
 BK2048* NAVD 88     -        11.11   (+/-2cm)      36.5    (feet)  VERTCON   
 BK2048  ___________________________________________________________________
 BK2048  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2048
 BK2048  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2048
 BK2048.The horizontal coordinates were scaled from a topographic map and have
 BK2048.an estimated accuracy of +/- 6 seconds.
 BK2048
 BK2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2048.The vertical order pertains to the NGVD 29 superseded value.
 BK2048
 BK2048.The geoid height was determined by GEOID03.
 BK2048
 BK2048;                    North         East    Units  Estimated Accuracy
 BK2048;SPC LA S     -   244,150.      934,800.      MT  (+/- 180 meters Scaled)
 BK2048
 BK2048                          SUPERSEDED SURVEY CONTROL
 BK2048
 BK2048  NGVD 29 (??/??/??)   11.085  (m)           36.37   (f) ADJUSTED    2 2
 BK2048
 BK2048.Superseded values are not recommended for survey control.
 BK2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2048.See file dsdata.txt to determine how the superseded data were derived.
 BK2048
 BK2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP944968(NAD 83)
 BK2048_MARKER: DD = SURVEY DISK
 BK2048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK2048_SP_SET: BRIDGE WING WALL
 BK2048_STAMPING: 49 V 119 1975
 BK2048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2048
 BK2048  HISTORY     - Date     Condition        Report By
 BK2048  HISTORY     - 1975     MONUMENTED       LADTD
 BK2048  HISTORY     - 1985     GOOD             LADTD
 BK2048
 BK2048                          STATION DESCRIPTION
 BK2048
 BK2048'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2048'3.3 MI SW FROM LEBEAU.
 BK2048'FROM THE POST OFFICE IN LEBEAU GO .35 MI NW ALONG US HIGHWAY 71 TO
 BK2048'THE JUNCTION OF STATE HIGHWAY 10. THENCE ABOUT 3.1 MI SW ALONG STATE
 BK2048'HIGHWAY 10, 19 FT NW OF THE CENTERLINE OF STATE HIGHWAY 10,  THIS
 BK2048'MARKER IS IN A BRIDGE WING WALL OVER BAYOU WAUKSHA   MARKER IS IN
 BK2048
 BK2048                          STATION RECOVERY (1985)
 BK2048
 BK2048'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0490 ***********************************************************************
 BK0490  DESIGNATION -  49 V 12  LADTD
 BK0490  PID         -  BK0490
 BK0490  STATE/COUNTY-  LA/ST LANDRY
 BK0490  USGS QUAD   -  CHURCH POINT (1983)
 BK0490
 BK0490                         *CURRENT SURVEY CONTROL
 BK0490  ___________________________________________________________________
 BK0490* NAD 83(1986)-  30 29 29.     (N)    092 10 54.     (W)     SCALED    
 BK0490* NAVD 88     -        16.88   (+/-2cm)      55.4    (feet)  VERTCON   
 BK0490  ___________________________________________________________________
 BK0490  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK0490
 BK0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0490
 BK0490.The horizontal coordinates were scaled from a topographic map and have
 BK0490.an estimated accuracy of +/- 6 seconds.
 BK0490
 BK0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0490.The vertical order pertains to the NGVD 29 superseded value.
 BK0490
 BK0490.The geoid height was determined by GEOID03.
 BK0490
 BK0490;                    North         East    Units  Estimated Accuracy
 BK0490;SPC LA S     -   221,040.      918,560.      MT  (+/- 180 meters Scaled)
 BK0490
 BK0490                          SUPERSEDED SURVEY CONTROL
 BK0490
 BK0490  NGVD 29 (??/??/??)   16.841  (m)           55.25   (f) ADJUSTED    2 0
 BK0490
 BK0490.Superseded values are not recommended for survey control.
 BK0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0490.See file dsdata.txt to determine how the superseded data were derived.
 BK0490
 BK0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP785735(NAD 83)
 BK0490_MARKER: DD = SURVEY DISK
 BK0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0490_STAMPING: 49V12 1968
 BK0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0490+STABILITY: SURFACE MOTION
 BK0490
 BK0490  HISTORY     - Date     Condition        Report By
 BK0490  HISTORY     - 1968     MONUMENTED       LADTD
 BK0490  HISTORY     - 1969     GOOD             LADTD
 BK0490
 BK0490                          STATION DESCRIPTION
 BK0490
 BK0490'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0490'1.80 MI S FROM LAWTELL.
 BK0490'ABOUT 1.80 MILES SOUTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL
 BK0490'HIGH SCHOOL IN LAWTELL, IN SECTION 32, T6S, R3E.  54.2 FEET EAST OF
 BK0490'THE CENTERLINE OF LOUISIANA HIGHWAY 35, 115.2 FEET SOUTH OF THE
 BK0490'CENTERLINE OF A GRAVEL ROAD LEADING EAST, 48.2 FEET SOUTHWEST OF THE
 BK0490'SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO MRS. ONEAL
 BK0490'SMITH, 13.9 FEET NORTH OF AN 8 INCH OAK TREE, 0.8 FOOT WEST OF A MESH
 BK0490'WIRE FENCE.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 BK0490'THE MARK IS LOCATED 1.0 FOOT NORTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2049 ***********************************************************************
 BK2049  DESIGNATION -  49 V 120 LADTD
 BK2049  PID         -  BK2049
 BK2049  STATE/COUNTY-  LA/ST LANDRY
 BK2049  USGS QUAD   -  BEGGS (1992)
 BK2049
 BK2049                         *CURRENT SURVEY CONTROL
 BK2049  ___________________________________________________________________
 BK2049* NAD 83(1986)-  30 41 23.     (N)    092 01 25.     (W)     SCALED    
 BK2049* NAVD 88     -        10.29   (+/-2cm)      33.8    (feet)  VERTCON   
 BK2049  ___________________________________________________________________
 BK2049  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2049
 BK2049  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2049
 BK2049.The horizontal coordinates were scaled from a topographic map and have
 BK2049.an estimated accuracy of +/- 6 seconds.
 BK2049
 BK2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2049.The vertical order pertains to the NGVD 29 superseded value.
 BK2049
 BK2049.The geoid height was determined by GEOID03.
 BK2049
 BK2049;                    North         East    Units  Estimated Accuracy
 BK2049;SPC LA S     -   242,920.      933,860.      MT  (+/- 180 meters Scaled)
 BK2049
 BK2049                          SUPERSEDED SURVEY CONTROL
 BK2049
 BK2049  NGVD 29 (??/??/??)   10.267  (m)           33.68   (f) ADJUSTED    2 2
 BK2049
 BK2049.Superseded values are not recommended for survey control.
 BK2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2049.See file dsdata.txt to determine how the superseded data were derived.
 BK2049
 BK2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP935956(NAD 83)
 BK2049_MARKER: DD = SURVEY DISK
 BK2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2049_SP_SET: CONCRETE POST
 BK2049_STAMPING: 49 V 120 1975
 BK2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2049+STABILITY: SURFACE MOTION
 BK2049
 BK2049  HISTORY     - Date     Condition        Report By
 BK2049  HISTORY     - 1975     MONUMENTED       LADTD
 BK2049  HISTORY     - 1985     GOOD             LADTD
 BK2049
 BK2049                          STATION DESCRIPTION
 BK2049
 BK2049'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2049'2.1 MI NE FROM BEGGS.
 BK2049'FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 10 AT BEGGS,
 BK2049'ABOUT 2.1 MI NE ALONG STATE HIGHWAY10, 90 FT NORTH OF THE CENTERLINE
 BK2049'OF STATE HIGHWAY 10, 45 FT SW OF THE SW CORNER OF A WOOD FRAME HOUSE,
 BK2049'23 FT SOUTH OF A SERVICE POWER POLE, 48 FT NORTH OF A CATTLE GUARD
 BK2049'MADE OF RAIL RAILING.
 BK2049
 BK2049                          STATION RECOVERY (1985)
 BK2049
 BK2049'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2050 ***********************************************************************
 BK2050  DESIGNATION -  49 V 121 LADTD
 BK2050  PID         -  BK2050
 BK2050  STATE/COUNTY-  LA/ST LANDRY
 BK2050  USGS QUAD   -  BEGGS (1992)
 BK2050
 BK2050                         *CURRENT SURVEY CONTROL
 BK2050  ___________________________________________________________________
 BK2050* NAD 83(1986)-  30 41 08.     (N)    092 02 02.     (W)     SCALED    
 BK2050* NAVD 88     -        10.70   (+/-2cm)      35.1    (feet)  VERTCON   
 BK2050  ___________________________________________________________________
 BK2050  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2050
 BK2050  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2050
 BK2050.The horizontal coordinates were scaled from a topographic map and have
 BK2050.an estimated accuracy of +/- 6 seconds.
 BK2050
 BK2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2050.The vertical order pertains to the NGVD 29 superseded value.
 BK2050
 BK2050.The geoid height was determined by GEOID03.
 BK2050
 BK2050;                    North         East    Units  Estimated Accuracy
 BK2050;SPC LA S     -   242,470.      932,880.      MT  (+/- 180 meters Scaled)
 BK2050
 BK2050                          SUPERSEDED SURVEY CONTROL
 BK2050
 BK2050  NGVD 29 (??/??/??)   10.676  (m)           35.03   (f) ADJUSTED    2 2
 BK2050
 BK2050.Superseded values are not recommended for survey control.
 BK2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2050.See file dsdata.txt to determine how the superseded data were derived.
 BK2050
 BK2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP925951(NAD 83)
 BK2050_MARKER: DD = SURVEY DISK
 BK2050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK2050_SP_SET: BRIDGE WING WALL
 BK2050_STAMPING: 49 V 121 1975
 BK2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2050
 BK2050  HISTORY     - Date     Condition        Report By
 BK2050  HISTORY     - 1975     MONUMENTED       LADTD
 BK2050  HISTORY     - 1985     GOOD             LADTD
 BK2050
 BK2050                          STATION DESCRIPTION
 BK2050
 BK2050'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2050'1.3 MI NE FROM BEGGS.
 BK2050'FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 10 AT BEGGS,
 BK2050'ABOUT 1.3 MI NE ALONG STATE HIGHWAY 10 TO A CONCRETE BRIDGE OVER
 BK2050'LITTLE WAUKSHA, 19 FT NORTH OF THE CENTERLINE OF STATE HIGHWAY 10,
 BK2050
 BK2050                          STATION RECOVERY (1985)
 BK2050
 BK2050'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2052 ***********************************************************************
 BK2052  DESIGNATION -  49 V 122 LADTD
 BK2052  PID         -  BK2052
 BK2052  STATE/COUNTY-  LA/ST LANDRY
 BK2052  USGS QUAD   -  BEGGS (1992)
 BK2052
 BK2052                         *CURRENT SURVEY CONTROL
 BK2052  ___________________________________________________________________
 BK2052* NAD 83(1986)-  30 40 48.     (N)    092 03 09.     (W)     SCALED    
 BK2052* NAVD 88     -        12.01   (+/-2cm)      39.4    (feet)  VERTCON   
 BK2052  ___________________________________________________________________
 BK2052  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2052
 BK2052  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2052
 BK2052.The horizontal coordinates were scaled from a topographic map and have
 BK2052.an estimated accuracy of +/- 6 seconds.
 BK2052
 BK2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2052.The vertical order pertains to the NGVD 29 superseded value.
 BK2052
 BK2052.The geoid height was determined by GEOID03.
 BK2052
 BK2052;                    North         East    Units  Estimated Accuracy
 BK2052;SPC LA S     -   241,860.      931,090.      MT  (+/- 180 meters Scaled)
 BK2052
 BK2052                          SUPERSEDED SURVEY CONTROL
 BK2052
 BK2052  NGVD 29 (??/??/??)   11.985  (m)           39.32   (f) ADJUSTED    2 2
 BK2052
 BK2052.Superseded values are not recommended for survey control.
 BK2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2052.See file dsdata.txt to determine how the superseded data were derived.
 BK2052
 BK2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP907945(NAD 83)
 BK2052_MARKER: DD = SURVEY DISK
 BK2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2052_SP_SET: CONCRETE POST
 BK2052_STAMPING: 49 V 122 1975
 BK2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2052+STABILITY: SURFACE MOTION
 BK2052
 BK2052  HISTORY     - Date     Condition        Report By
 BK2052  HISTORY     - 1975     MONUMENTED       LADTD
 BK2052  HISTORY     - 1985     GOOD             LADTD
 BK2052
 BK2052                          STATION DESCRIPTION
 BK2052
 BK2052'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2052'.1 MI NE FROM BEGGS.
 BK2052'FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 10 AT BEGGS,
 BK2052'ABOUT .1 MI NE ALONG STATE HIGHWAY 10, 6 FT SW OF THE SW CORNER OF
 BK2052'THE STATE HIGHWAY BUILDING AT BEGGS, 234 FT NW OF THE INTERSECTION OF
 BK2052'STATE HIGHWAY 10 AND THE SOUTHERN PACIFIC RAIL ROAD TRACK CROSSING,
 BK2052'221 FT EAST OF THE CENTERLINE OF STATE HIGHWAY 182, 1 FT SOUTH OF A
 BK2052'CHAIN LINK FENCE.
 BK2052
 BK2052                          STATION RECOVERY (1985)
 BK2052
 BK2052'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2053 ***********************************************************************
 BK2053  DESIGNATION -  49 V 123 LADTD
 BK2053  PID         -  BK2053
 BK2053  STATE/COUNTY-  LA/ST LANDRY
 BK2053  USGS QUAD   -  BEGGS (1992)
 BK2053
 BK2053                         *CURRENT SURVEY CONTROL
 BK2053  ___________________________________________________________________
 BK2053* NAD 83(1986)-  30 40 01.     (N)    092 03 19.     (W)     SCALED    
 BK2053* NAVD 88     -        11.01   (+/-2cm)      36.1    (feet)  VERTCON   
 BK2053  ___________________________________________________________________
 BK2053  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2053
 BK2053  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2053
 BK2053.The horizontal coordinates were scaled from a topographic map and have
 BK2053.an estimated accuracy of +/- 6 seconds.
 BK2053
 BK2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2053.The vertical order pertains to the NGVD 29 superseded value.
 BK2053
 BK2053.The geoid height was determined by GEOID03.
 BK2053
 BK2053;                    North         East    Units  Estimated Accuracy
 BK2053;SPC LA S     -   240,420.      930,810.      MT  (+/- 180 meters Scaled)
 BK2053
 BK2053                          SUPERSEDED SURVEY CONTROL
 BK2053
 BK2053  NGVD 29 (??/??/??)   10.985  (m)           36.04   (f) ADJUSTED    2 2
 BK2053
 BK2053.Superseded values are not recommended for survey control.
 BK2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2053.See file dsdata.txt to determine how the superseded data were derived.
 BK2053
 BK2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP905930(NAD 83)
 BK2053_MARKER: DD = SURVEY DISK
 BK2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2053_SP_SET: CONCRETE POST
 BK2053_STAMPING: 49 V 123 1975
 BK2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2053+STABILITY: SURFACE MOTION
 BK2053
 BK2053  HISTORY     - Date     Condition        Report By
 BK2053  HISTORY     - 1975     MONUMENTED       LADTD
 BK2053  HISTORY     - 1985     GOOD             LADTD
 BK2053
 BK2053                          STATION DESCRIPTION
 BK2053
 BK2053'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2053'1.0 MI SW FROM BEGGS.
 BK2053'FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 10 AT BEGGS.
 BK2053'ABOUT 1.0 MI SW ALONG STATE HIGHWAY 10, 100 FT EAST OF THE CENTERLINE
 BK2053'OF STATE HIGHWAY 10, 45 FT NORTH OF A 14 INCH CATAPLA TREE, 60 FT EAST
 BK2053'OF THE HIGHWAY RIGHTWAY FENCE, 221 FT NW OF THE NW CORNER OF A LARGE
 BK2053'METAL BUILDING.
 BK2053
 BK2053                          STATION RECOVERY (1985)
 BK2053
 BK2053'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2054 ***********************************************************************
 BK2054  DESIGNATION -  49 V 124 LADTD
 BK2054  PID         -  BK2054
 BK2054  STATE/COUNTY-  LA/ST LANDRY
 BK2054  USGS QUAD   -  BEGGS (1992)
 BK2054
 BK2054                         *CURRENT SURVEY CONTROL
 BK2054  ___________________________________________________________________
 BK2054* NAD 83(1986)-  30 39 27.     (N)    092 03 03.     (W)     SCALED    
 BK2054* NAVD 88     -        11.50   (+/-2cm)      37.7    (feet)  VERTCON   
 BK2054  ___________________________________________________________________
 BK2054  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2054
 BK2054  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2054
 BK2054.The horizontal coordinates were scaled from a topographic map and have
 BK2054.an estimated accuracy of +/- 6 seconds.
 BK2054
 BK2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2054.The vertical order pertains to the NGVD 29 superseded value.
 BK2054
 BK2054.The geoid height was determined by GEOID03.
 BK2054
 BK2054;                    North         East    Units  Estimated Accuracy
 BK2054;SPC LA S     -   239,370.      931,230.      MT  (+/- 180 meters Scaled)
 BK2054
 BK2054                          SUPERSEDED SURVEY CONTROL
 BK2054
 BK2054  NGVD 29 (??/??/??)   11.477  (m)           37.65   (f) ADJUSTED    2 2
 BK2054
 BK2054.Superseded values are not recommended for survey control.
 BK2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2054.See file dsdata.txt to determine how the superseded data were derived.
 BK2054
 BK2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP909920(NAD 83)
 BK2054_MARKER: DD = SURVEY DISK
 BK2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2054_SP_SET: CONCRETE POST
 BK2054_STAMPING: 49 V 124 1975
 BK2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2054+STABILITY: SURFACE MOTION
 BK2054
 BK2054  HISTORY     - Date     Condition        Report By
 BK2054  HISTORY     - 1975     MONUMENTED       LADTD
 BK2054  HISTORY     - 1985     GOOD             LADTD
 BK2054
 BK2054                          STATION DESCRIPTION
 BK2054
 BK2054'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2054'1.7 MI SW FROM BEGGS.
 BK2054'FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 10 AT BEGGS,
 BK2054'ABOUT 1.7 MI SW ALONG STATE HIGHWAY 10, 94 FT EAST OF THE CENTERLINE
 BK2054'OF STATE HIGHWAY 10, 2.0 FT NW OF THE NW CORNER OF A METAL BUILDING,
 BK2054'30 FT NORTH OF THE SW CORNER OF A METAL BUILDING.
 BK2054
 BK2054                          STATION RECOVERY (1985)
 BK2054
 BK2054'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2055 ***********************************************************************
 BK2055  DESIGNATION -  49 V 125
 BK2055  PID         -  BK2055
 BK2055  STATE/COUNTY-  LA/ST LANDRY
 BK2055  USGS QUAD   -  BEGGS (1992)
 BK2055
 BK2055                         *CURRENT SURVEY CONTROL
 BK2055  ___________________________________________________________________
 BK2055* NAD 83(1986)-  30 38 29.     (N)    092 03 02.     (W)     SCALED    
 BK2055* NAVD 88     -         9.14   (+/-2cm)      30.0    (feet)  VERTCON   
 BK2055  ___________________________________________________________________
 BK2055  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2055
 BK2055  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2055
 BK2055.The horizontal coordinates were scaled from a topographic map and have
 BK2055.an estimated accuracy of +/- 6 seconds.
 BK2055
 BK2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2055.The vertical order pertains to the NGVD 29 superseded value.
 BK2055
 BK2055.The geoid height was determined by GEOID03.
 BK2055
 BK2055;                    North         East    Units  Estimated Accuracy
 BK2055;SPC LA S     -   237,580.      931,250.      MT  (+/- 180 meters Scaled)
 BK2055
 BK2055                          SUPERSEDED SURVEY CONTROL
 BK2055
 BK2055  NGVD 29 (??/??/??)    9.107  (m)           29.88   (f) ADJUSTED    2 2
 BK2055
 BK2055.Superseded values are not recommended for survey control.
 BK2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2055.See file dsdata.txt to determine how the superseded data were derived.
 BK2055
 BK2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP909902(NAD 83)
 BK2055_MARKER: DD = SURVEY DISK
 BK2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2055_SP_SET: CONCRETE POST
 BK2055_STAMPING: 49V125 1975
 BK2055_MARK LOGO: LADH  
 BK2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2055+STABILITY: SURFACE MOTION
 BK2055
 BK2055  HISTORY     - Date     Condition        Report By
 BK2055  HISTORY     - 1975     MONUMENTED       LADTD
 BK2055  HISTORY     - 1985     MARK NOT FOUND   LADTD
 BK2055  HISTORY     - 1987     GOOD             LADTD
 BK2055
 BK2055                          STATION DESCRIPTION
 BK2055
 BK2055'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2055'2.9 MI SW FROM BEGGS.
 BK2055'FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 10 AT BEGGS.
 BK2055'ABOUT 2.9 MI SW ALONG STATE HIGHWAY 10, 71 FT WEST OF THE CENTERLINE
 BK2055'OF STATE HIGHWAY 10, 6.4 FT SOUTH OF A RIGHT OF WAY FENCE CHANGE,
 BK2055'1.2 FT EAST OF A FENCE.
 BK2055
 BK2055                          STATION RECOVERY (1985)
 BK2055
 BK2055'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2055'MARK NOT FOUND.
 BK2055
 BK2055                          STATION RECOVERY (1987)
 BK2055
 BK2055'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BK2055'THE BENCH MARK WAS RECOVDRED AND FOUND IN GOOD CONDITION.  DUE TO
 BK2055'HIGHWAY CONSTRUCTION OF INTERSTATE 49 THIS MARK IS TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3372 ***********************************************************************
 BK3372  DESIGNATION -  49 V 125 RESET
 BK3372  PID         -  BK3372
 BK3372  STATE/COUNTY-  LA/ST LANDRY
 BK3372  USGS QUAD   -  BEGGS (1992)
 BK3372
 BK3372                         *CURRENT SURVEY CONTROL
 BK3372  ___________________________________________________________________
 BK3372* NAD 83(1986)-  30 38 25.     (N)    092 03 02.     (W)     SCALED    
 BK3372* NAVD 88     -         8.31   (+/-2cm)      27.3    (feet)  VERTCON   
 BK3372  ___________________________________________________________________
 BK3372  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK3372
 BK3372  VERT ORDER  -  THIRD (See Below)
 BK3372
 BK3372.The horizontal coordinates were scaled from a topographic map and have
 BK3372.an estimated accuracy of +/- 6 seconds.
 BK3372
 BK3372.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3372.The vertical order pertains to the NGVD 29 superseded value.
 BK3372
 BK3372.The geoid height was determined by GEOID03.
 BK3372
 BK3372;                    North         East    Units  Estimated Accuracy
 BK3372;SPC LA S     -   237,460.      931,250.      MT  (+/- 180 meters Scaled)
 BK3372
 BK3372                          SUPERSEDED SURVEY CONTROL
 BK3372
 BK3372  NGVD 29 (09/18/05)    8.28   (m)           27.2    (f) RESET       3  
 BK3372
 BK3372.Superseded values are not recommended for survey control.
 BK3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3372.See file dsdata.txt to determine how the superseded data were derived.
 BK3372
 BK3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP909901(NAD 83)
 BK3372_MARKER: DB = BENCH MARK DISK
 BK3372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3372_SP_SET: CONCRETE POST
 BK3372_STAMPING: 49V125 RESET 1987
 BK3372_MARK LOGO: LADH  
 BK3372_PROJECTION: FLUSH
 BK3372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3372+STABILITY: SURFACE MOTION
 BK3372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3372+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BK3372
 BK3372  HISTORY     - Date     Condition        Report By
 BK3372  HISTORY     - 1987     MONUMENTED       LADTD
 BK3372  HISTORY     - 20040515 GOOD             USPSQD
 BK3372  HISTORY     - 20060315 GOOD             USPSQD
 BK3372
 BK3372                          STATION DESCRIPTION
 BK3372
 BK3372'DESCRIBED BY LA TRANSP AND DEV 1987
 BK3372'3.2 KM (2 MI) NORTH FROM WASHINGTON.
 BK3372'ABOUT 3.2 KM (2 MI) NORTH ON STATE HIGHWAY 10 FROM THE POST OFFICE IN
 BK3372'WASHINGTON OR 4.8 KM (3 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAYS 10
 BK3372'AND 182 IN BEGGS OR 0.4 KM (0.25 MI) SOUTH OF THE FUTURE CENTER
 BK3372'JUNCTION OF INTERSTATE HIGHWAY 49 OVER HIGHWAY 10 TO THE MARK SET ON
 BK3372'THE RIGHT WHERE THE RIGHT-OF-WAY FENCE TURNS NORTHWEST, 27.7 METERS
 BK3372'(91 FT) WEST OF THE CENTER OF HIGHWAY 10, 1.5 METERS (5 FT) SOUTH-
 BK3372'SOUTHEAST OF A RIGHT-OF-WAY MARKER AND 0.6 METERS (2 FT) EAST OF A
 BK3372'FENCE.
 BK3372'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BK3372'THE MARK IS 0.91 M BELOW THE HIGHWAY.
 BK3372
 BK3372                          STATION RECOVERY (2004)
 BK3372
 BK3372'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK3372'RECOVERED AS DESCRIBED.  THE MARK IS APPROXIMATELY 10 INCHES BELOW THE
 BK3372'SURFACE OF THE GROUND.
 BK3372
 BK3372                          STATION RECOVERY (2006)
 BK3372
 BK3372'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2056 ***********************************************************************
 BK2056  DESIGNATION -  49 V 126 LADTD
 BK2056  PID         -  BK2056
 BK2056  STATE/COUNTY-  LA/ST LANDRY
 BK2056  USGS QUAD   -  BEGGS (1992)
 BK2056
 BK2056                         *CURRENT SURVEY CONTROL
 BK2056  ___________________________________________________________________
 BK2056* NAD 83(1986)-  30 37 45.     (N)    092 02 56.     (W)     SCALED    
 BK2056* NAVD 88     -        10.74   (+/-2cm)      35.2    (feet)  VERTCON   
 BK2056  ___________________________________________________________________
 BK2056  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2056
 BK2056  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2056
 BK2056.The horizontal coordinates were scaled from a topographic map and have
 BK2056.an estimated accuracy of +/- 6 seconds.
 BK2056
 BK2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2056.The vertical order pertains to the NGVD 29 superseded value.
 BK2056
 BK2056.The geoid height was determined by GEOID03.
 BK2056
 BK2056;                    North         East    Units  Estimated Accuracy
 BK2056;SPC LA S     -   236,230.      931,400.      MT  (+/- 180 meters Scaled)
 BK2056
 BK2056                          SUPERSEDED SURVEY CONTROL
 BK2056
 BK2056  NGVD 29 (??/??/??)   10.706  (m)           35.12   (f) ADJUSTED    2 2
 BK2056
 BK2056.Superseded values are not recommended for survey control.
 BK2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2056.See file dsdata.txt to determine how the superseded data were derived.
 BK2056
 BK2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP911888(NAD 83)
 BK2056_MARKER: DD = SURVEY DISK
 BK2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2056_SP_SET: CONCRETE POST
 BK2056_STAMPING: 49 V 126 1975
 BK2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2056+STABILITY: SURFACE MOTION
 BK2056
 BK2056  HISTORY     - Date     Condition        Report By
 BK2056  HISTORY     - 1975     MONUMENTED       LADTD
 BK2056  HISTORY     - 1985     GOOD             LADTD
 BK2056
 BK2056                          STATION DESCRIPTION
 BK2056
 BK2056'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2056'1.2 MI NE FROM WASHINGTON.
 BK2056'ABOUT 1.2 MI NE ALONG STATE HIGHWAY 10 FROM THE WASHINGTON STATE BANK
 BK2056'IN WASHINGTON. 41 FT EAST OF THE CENTERLINE OF STATE HIGHWAY 10,
 BK2056'5 FT SOUTH OF A TELEPHONE POLE, 49 FT NE OF A PRIVATE DRIVEWAY LEADING
 BK2056'ACROSS THE SOUTHERN PACIFIC RAILROAD, 48 FT WEST OF THE WEST RAIL OF
 BK2056'THE SOUTHERN PACIFIC RAILROAD TRACK.
 BK2056
 BK2056                          STATION RECOVERY (1985)
 BK2056
 BK2056'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2057 ***********************************************************************
 BK2057  DESIGNATION -  49 V 127 LADTD
 BK2057  PID         -  BK2057
 BK2057  STATE/COUNTY-  LA/ST LANDRY
 BK2057  USGS QUAD   -  OPELOUSAS (1992)
 BK2057
 BK2057                         *CURRENT SURVEY CONTROL
 BK2057  ___________________________________________________________________
 BK2057* NAD 83(1986)-  30 37 11.     (N)    092 03 06.     (W)     SCALED    
 BK2057* NAVD 88     -        10.95   (+/-2cm)      35.9    (feet)  VERTCON   
 BK2057  ___________________________________________________________________
 BK2057  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2057
 BK2057  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2057
 BK2057.The horizontal coordinates were scaled from a topographic map and have
 BK2057.an estimated accuracy of +/- 6 seconds.
 BK2057
 BK2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2057.The vertical order pertains to the NGVD 29 superseded value.
 BK2057
 BK2057.The geoid height was determined by GEOID03.
 BK2057
 BK2057;                    North         East    Units  Estimated Accuracy
 BK2057;SPC LA S     -   235,180.      931,130.      MT  (+/- 180 meters Scaled)
 BK2057
 BK2057                          SUPERSEDED SURVEY CONTROL
 BK2057
 BK2057  NGVD 29 (??/??/??)   10.924  (m)           35.84   (f) ADJUSTED    2 2
 BK2057
 BK2057.Superseded values are not recommended for survey control.
 BK2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2057.See file dsdata.txt to determine how the superseded data were derived.
 BK2057
 BK2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP908878(NAD 83)
 BK2057_MARKER: DD = SURVEY DISK
 BK2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2057_SP_SET: CONCRETE POST
 BK2057_STAMPING: 49 V 127 1975
 BK2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2057+STABILITY: SURFACE MOTION
 BK2057
 BK2057  HISTORY     - Date     Condition        Report By
 BK2057  HISTORY     - 1975     MONUMENTED       LADTD
 BK2057  HISTORY     - 1985     GOOD             LADTD
 BK2057
 BK2057                          STATION DESCRIPTION
 BK2057
 BK2057'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2057'.5 MI NE FROM WASHINGTON.
 BK2057'ABOUT .5 MI NE ALONG STATE HIGHWAY 10 FROM THE WASHINGTON STATE BANK
 BK2057'IN WASHINGTON, 108 FT SE OF THE CENTERLINE OF STATE HIGHWAY 10, 68 FT
 BK2057'NW OF THE SW CORNER OF A BRICK SCHOOL, 32 FT SOUTH OF THE SCHOOL
 BK2057'DRIVEWAY, 1 FT NE OF A FENCE, 26 FT SOUTH OF A CONCRETE CATCH BASIN.
 BK2057
 BK2057                          STATION RECOVERY (1985)
 BK2057
 BK2057'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2114 ***********************************************************************
 BK2114  DESIGNATION -  49 V 128 LADTD
 BK2114  PID         -  BK2114
 BK2114  STATE/COUNTY-  LA/ST LANDRY
 BK2114  USGS QUAD   -  BEGGS (1992)
 BK2114
 BK2114                         *CURRENT SURVEY CONTROL
 BK2114  ___________________________________________________________________
 BK2114* NAD 83(1986)-  30 41 38.     (N)    092 03 18.     (W)     SCALED    
 BK2114* NAVD 88     -        10.48   (+/-2cm)      34.4    (feet)  VERTCON   
 BK2114  ___________________________________________________________________
 BK2114  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2114
 BK2114  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2114
 BK2114.The horizontal coordinates were scaled from a topographic map and have
 BK2114.an estimated accuracy of +/- 6 seconds.
 BK2114
 BK2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2114.The vertical order pertains to the NGVD 29 superseded value.
 BK2114
 BK2114.The geoid height was determined by GEOID03.
 BK2114
 BK2114;                    North         East    Units  Estimated Accuracy
 BK2114;SPC LA S     -   243,400.      930,860.      MT  (+/- 180 meters Scaled)
 BK2114
 BK2114                          SUPERSEDED SURVEY CONTROL
 BK2114
 BK2114  NGVD 29 (??/??/??)   10.457  (m)           34.31   (f) ADJUSTED    2 2
 BK2114
 BK2114.Superseded values are not recommended for survey control.
 BK2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2114.See file dsdata.txt to determine how the superseded data were derived.
 BK2114
 BK2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP905960(NAD 83)
 BK2114_MARKER: DD = SURVEY DISK
 BK2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2114_SP_SET: CONCRETE POST
 BK2114_STAMPING: 49 V 128 1977
 BK2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2114+STABILITY: SURFACE MOTION
 BK2114
 BK2114  HISTORY     - Date     Condition        Report By
 BK2114  HISTORY     - 1977     MONUMENTED       LADTD
 BK2114
 BK2114                          STATION DESCRIPTION
 BK2114
 BK2114'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2114'1.0 MI SE FROM BEGGS.
 BK2114'ABOUT 1.0 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2114'HIGHWAY 10 AT BEGGS, 107 FT WEST OF THE CENTERLINE OF STATE HIGHWAY
 BK2114'182, 62 FT WEST OF POWER POLE NO 6, 120 FT NE OF THE NE CORNER OF A
 BK2114'BRICK HOUSE, 1.2 FT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8254 ***********************************************************************
 AC8254  DESIGNATION -  49 V 129 RESET
 AC8254  PID         -  AC8254
 AC8254  STATE/COUNTY-  LA/ST LANDRY
 AC8254  USGS QUAD   -  BEGGS (1992)
 AC8254
 AC8254                         *CURRENT SURVEY CONTROL
 AC8254  ___________________________________________________________________
 AC8254* NAD 83(1986)-  30 43 14.     (N)    092 04 12.     (W)     SCALED    
 AC8254* NAVD 88     -        11.92   (+/-2cm)      39.1    (feet)  VERTCON   
 AC8254  ___________________________________________________________________
 AC8254  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AC8254
 AC8254  VERT ORDER  -  THIRD (See Below)
 AC8254
 AC8254.The horizontal coordinates were scaled from a topographic map and have
 AC8254.an estimated accuracy of +/- 6 seconds.
 AC8254
 AC8254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8254.The vertical order pertains to the NGVD 29 superseded value.
 AC8254
 AC8254.The geoid height was determined by GEOID03.
 AC8254
 AC8254;                    North         East    Units  Estimated Accuracy
 AC8254;SPC LA S     -   246,370.      929,440.      MT  (+/- 180 meters Scaled)
 AC8254
 AC8254                          SUPERSEDED SURVEY CONTROL
 AC8254
 AC8254  NGVD 29 (09/18/05)   11.90   (m)           39.0    (f) RESET       3  
 AC8254
 AC8254.Superseded values are not recommended for survey control.
 AC8254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8254.See file dsdata.txt to determine how the superseded data were derived.
 AC8254
 AC8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP890990(NAD 83)
 AC8254_MARKER: DB = BENCH MARK DISK
 AC8254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8254_STAMPING: 49V129 RESET 1994
 AC8254_MARK LOGO: LADH  
 AC8254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8254+STABILITY: SURFACE MOTION
 AC8254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8254+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC8254
 AC8254  HISTORY     - Date     Condition        Report By
 AC8254  HISTORY     - 1994     MONUMENTED       LADTD
 AC8254
 AC8254                          STATION DESCRIPTION
 AC8254
 AC8254'DESCRIBED BY LA TRANSP AND DEV 1994 (SLC)
 AC8254'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST OF VILLE PLATTE,
 AC8254'4.0 MI (6.4 KM) WEST OF LEBEAU AND 3.1 MI (5.0 KM) NORTH OF BEGGS.
 AC8254'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AC8254'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 182 IN
 AC8254'BEGGS, GO NORTH FOR 3.1 MI (5.0 KM) ON HIGHWAY 182 TO THE STATION SET
 AC8254'ON THE RIGHT ACROSS HIGHWAY 182 FROM A PARISH ROAD INTERSECTION. THE
 AC8254'STATION IS 89.0 FT (27.1 M) SOUTH-SOUTHWEST FROM A RIGHT-OF-WAY
 AC8254'MARKER, 40.0 FT (12.2 M) EAST-SOUTHEAST FROM THE CENTER OF THE
 AC8254'HIGHWAY, 31.5 FT (9.6 M) NORTH-NORTHEAST FROM AN 8-INCH CEDAR TREE,
 AC8254'1.5 FT (0.5 M) WEST-NORTHWEST FROM A FENCE, 1.0 FT (0.3 M)
 AC8254'WEST-NORTHWEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH
 AC8254'WITH THE GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF
 AC8254'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0079 ***********************************************************************
 BK0079  DESIGNATION -  49 V 13 LADTD
 BK0079  PID         -  BK0079
 BK0079  STATE/COUNTY-  LA/ST LANDRY
 BK0079  USGS QUAD   -  CHURCH POINT (1983)
 BK0079
 BK0079                         *CURRENT SURVEY CONTROL
 BK0079  ___________________________________________________________________
 BK0079* NAD 83(1986)-  30 30 00.     (N)    092 10 54.     (W)     SCALED    
 BK0079* NAVD 88     -        17.83   (+/-2cm)      58.5    (feet)  VERTCON   
 BK0079  ___________________________________________________________________
 BK0079  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0079
 BK0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0079
 BK0079.The horizontal coordinates were scaled from a topographic map and have
 BK0079.an estimated accuracy of +/- 6 seconds.
 BK0079
 BK0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0079.The vertical order pertains to the NGVD 29 superseded value.
 BK0079
 BK0079.The geoid height was determined by GEOID03.
 BK0079
 BK0079;                    North         East    Units  Estimated Accuracy
 BK0079;SPC LA S     -   221,990.      918,570.      MT  (+/- 180 meters Scaled)
 BK0079
 BK0079                          SUPERSEDED SURVEY CONTROL
 BK0079
 BK0079  NGVD 29 (??/??/??)   17.791  (m)           58.37   (f) ADJUSTED    2 0
 BK0079
 BK0079.Superseded values are not recommended for survey control.
 BK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0079.See file dsdata.txt to determine how the superseded data were derived.
 BK0079
 BK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP785744(NAD 83)
 BK0079_MARKER: DD = SURVEY DISK
 BK0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0079_STAMPING: 49V13 1968
 BK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0079+STABILITY: SURFACE MOTION
 BK0079
 BK0079  HISTORY     - Date     Condition        Report By
 BK0079  HISTORY     - 1968     MONUMENTED       LADTD
 BK0079  HISTORY     - 1969     GOOD             LADTD
 BK0079
 BK0079                          STATION DESCRIPTION
 BK0079
 BK0079'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0079'1.20 MI S FROM LAWTELL.
 BK0079'1.20 MILES SOUTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL HIGH
 BK0079'SCHOOL IN LAWTELL IN SECTION 29, T6S, R3E: 81.3 FEET EAST OF THE
 BK0079'CENTERLINE OF LOUISIANA HIGHWAY 35, 73.5 FEET SOUTH-SOUTHWEST OF
 BK0079'THE SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO
 BK0079'CALTON BOURGEOIS, 23.2 FEET SOUTHEAST OF AN 8 INCH PECAN TREE,
 BK0079'0.8 FOOT WEST OF A CHAIN-LINK FENCE, 2.1 FEET NORTH OF A COMBINATION
 BK0079'MESH AND BARBED WIRE FENCE; SET IN TOP OF A CONCRETE POST SET FLUSH
 BK0079'WITH THE GROUND. THE MARK IS LOCATED 1.1 FEET NORTHWEST OF A STEEL
 BK0079'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2107 ***********************************************************************
 BK2107  DESIGNATION -  49 V 130 LADTD
 BK2107  PID         -  BK2107
 BK2107  STATE/COUNTY-  LA/ST LANDRY
 BK2107  USGS QUAD   -  BEGGS (1992)
 BK2107
 BK2107                         *CURRENT SURVEY CONTROL
 BK2107  ___________________________________________________________________
 BK2107* NAD 83(1986)-  30 43 49.     (N)    092 04 28.     (W)     SCALED    
 BK2107* NAVD 88     -        11.95   (+/-2cm)      39.2    (feet)  VERTCON   
 BK2107  ___________________________________________________________________
 BK2107  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2107
 BK2107  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2107
 BK2107.The horizontal coordinates were scaled from a topographic map and have
 BK2107.an estimated accuracy of +/- 6 seconds.
 BK2107
 BK2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2107.The vertical order pertains to the NGVD 29 superseded value.
 BK2107
 BK2107.The geoid height was determined by GEOID03.
 BK2107
 BK2107;                    North         East    Units  Estimated Accuracy
 BK2107;SPC LA S     -   247,450.      929,020.      MT  (+/- 180 meters Scaled)
 BK2107
 BK2107                          SUPERSEDED SURVEY CONTROL
 BK2107
 BK2107  NGVD 29 (??/??/??)   11.929  (m)           39.14   (f) ADJUSTED    2 2
 BK2107
 BK2107.Superseded values are not recommended for survey control.
 BK2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2107.See file dsdata.txt to determine how the superseded data were derived.
 BK2107
 BK2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ886000(NAD 83)
 BK2107_MARKER: DD = SURVEY DISK
 BK2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2107_SP_SET: CONCRETE POST
 BK2107_STAMPING: 49 V 130 1977
 BK2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2107+STABILITY: SURFACE MOTION
 BK2107
 BK2107  HISTORY     - Date     Condition        Report By
 BK2107  HISTORY     - 1977     MONUMENTED       LADTD
 BK2107
 BK2107                          STATION DESCRIPTION
 BK2107
 BK2107'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2107'4.0 MI SE FROM BEGGS.
 BK2107'ABOUT 4.0 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2107'HIGHWAY 10 AT BEGGS, 84 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2107'182, 37 FT NW OF THE NW CORNER  OF A WOOD FRAME HOUSE, 102 FT NORTH
 BK2107'OF A POWER POLE WITH TRANSFORMER, 1.0 FT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2106 ***********************************************************************
 BK2106  DESIGNATION -  49 V 131 LADTD
 BK2106  PID         -  BK2106
 BK2106  STATE/COUNTY-  LA/ST LANDRY
 BK2106  USGS QUAD   -  BEGGS (1992)
 BK2106
 BK2106                         *CURRENT SURVEY CONTROL
 BK2106  ___________________________________________________________________
 BK2106* NAD 83(1986)-  30 44 50.     (N)    092 04 36.     (W)     SCALED    
 BK2106* NAVD 88     -        12.54   (+/-2cm)      41.1    (feet)  VERTCON   
 BK2106  ___________________________________________________________________
 BK2106  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2106
 BK2106  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2106
 BK2106.The horizontal coordinates were scaled from a topographic map and have
 BK2106.an estimated accuracy of +/- 6 seconds.
 BK2106
 BK2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2106.The vertical order pertains to the NGVD 29 superseded value.
 BK2106
 BK2106.The geoid height was determined by GEOID03.
 BK2106
 BK2106;                    North         East    Units  Estimated Accuracy
 BK2106;SPC LA S     -   249,330.      928,820.      MT  (+/- 180 meters Scaled)
 BK2106
 BK2106                          SUPERSEDED SURVEY CONTROL
 BK2106
 BK2106  NGVD 29 (??/??/??)   12.519  (m)           41.07   (f) ADJUSTED    2 2
 BK2106
 BK2106.Superseded values are not recommended for survey control.
 BK2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2106.See file dsdata.txt to determine how the superseded data were derived.
 BK2106
 BK2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ883019(NAD 83)
 BK2106_MARKER: DD = SURVEY DISK
 BK2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2106_SP_SET: CONCRETE POST
 BK2106_STAMPING: 49 V 131 1977
 BK2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2106+STABILITY: SURFACE MOTION
 BK2106
 BK2106  HISTORY     - Date     Condition        Report By
 BK2106  HISTORY     - 1977     MONUMENTED       LADTD
 BK2106
 BK2106                          STATION DESCRIPTION
 BK2106
 BK2106'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2106'5.0 MI SE FROM BEGGS.
 BK2106'ABOUT 5.0 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2106'HIGHWAY 10 AT BEGGS, 68 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2106'182, 41 FT SOUTH OF THE CENTERLINE OF A GRAYLL LANE LEADING EAST,
 BK2106'1 FT NORTH OF A FENCE, 111 FT SE OF POWER POLE NO A-E-09.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2104 ***********************************************************************
 BK2104  DESIGNATION -  49 V 132 LADTD
 BK2104  PID         -  BK2104
 BK2104  STATE/COUNTY-  LA/ST LANDRY
 BK2104  USGS QUAD   -  MORROW (1972)
 BK2104
 BK2104                         *CURRENT SURVEY CONTROL
 BK2104  ___________________________________________________________________
 BK2104* NAD 83(1986)-  30 45 25.     (N)    092 06 04.     (W)     SCALED    
 BK2104* NAVD 88     -        12.01   (+/-2cm)      39.4    (feet)  VERTCON   
 BK2104  ___________________________________________________________________
 BK2104  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2104
 BK2104  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2104
 BK2104.The horizontal coordinates were scaled from a topographic map and have
 BK2104.an estimated accuracy of +/- 6 seconds.
 BK2104
 BK2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2104.The vertical order pertains to the NGVD 29 superseded value.
 BK2104
 BK2104.The geoid height was determined by GEOID03.
 BK2104
 BK2104;                    North         East    Units  Estimated Accuracy
 BK2104;SPC LA S     -   250,420.      926,490.      MT  (+/- 180 meters Scaled)
 BK2104
 BK2104                          SUPERSEDED SURVEY CONTROL
 BK2104
 BK2104  NGVD 29 (??/??/??)   11.990  (m)           39.34   (f) ADJUSTED    2 2
 BK2104
 BK2104.Superseded values are not recommended for survey control.
 BK2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2104.See file dsdata.txt to determine how the superseded data were derived.
 BK2104
 BK2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ860030(NAD 83)
 BK2104_MARKER: DD = SURVEY DISK
 BK2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2104_SP_SET: CONCRETE POST
 BK2104_STAMPING: 49 V 132 1977
 BK2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2104+STABILITY: SURFACE MOTION
 BK2104
 BK2104  HISTORY     - Date     Condition        Report By
 BK2104  HISTORY     - 1977     MONUMENTED       LADTD
 BK2104
 BK2104                          STATION DESCRIPTION
 BK2104
 BK2104'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2104'6.8 MI SE FROM BEGGS.
 BK2104'ABOUT 6.8 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2104'HIGHWAY 10 AT BEGGS, 77 FT SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BK2104'182, 11 FT NORTH OF THE NW CORNER OF THE OLD DUBUISSON STORE, 63 FT
 BK2104'EAST OF A SMALL POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2103 ***********************************************************************
 BK2103  DESIGNATION -  49 V 133 LADTD
 BK2103  PID         -  BK2103
 BK2103  STATE/COUNTY-  LA/ST LANDRY
 BK2103  USGS QUAD   -  MORROW (1972)
 BK2103
 BK2103                         *CURRENT SURVEY CONTROL
 BK2103  ___________________________________________________________________
 BK2103* NAD 83(1986)-  30 45 46.     (N)    092 06 43.     (W)     SCALED    
 BK2103* NAVD 88     -        12.17   (+/-2cm)      39.9    (feet)  VERTCON   
 BK2103  ___________________________________________________________________
 BK2103  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2103
 BK2103  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2103
 BK2103.The horizontal coordinates were scaled from a topographic map and have
 BK2103.an estimated accuracy of +/- 6 seconds.
 BK2103
 BK2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2103.The vertical order pertains to the NGVD 29 superseded value.
 BK2103
 BK2103.The geoid height was determined by GEOID03.
 BK2103
 BK2103;                    North         East    Units  Estimated Accuracy
 BK2103;SPC LA S     -   251,080.      925,460.      MT  (+/- 180 meters Scaled)
 BK2103
 BK2103                          SUPERSEDED SURVEY CONTROL
 BK2103
 BK2103  NGVD 29 (??/??/??)   12.142  (m)           39.84   (f) ADJUSTED    2 2
 BK2103
 BK2103.Superseded values are not recommended for survey control.
 BK2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2103.See file dsdata.txt to determine how the superseded data were derived.
 BK2103
 BK2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ849036(NAD 83)
 BK2103_MARKER: DD = SURVEY DISK
 BK2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2103_SP_SET: CONCRETE POST
 BK2103_STAMPING: 49 V 133 1977
 BK2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2103+STABILITY: SURFACE MOTION
 BK2103
 BK2103  HISTORY     - Date     Condition        Report By
 BK2103  HISTORY     - 1977     MONUMENTED       LADTD
 BK2103
 BK2103                          STATION DESCRIPTION
 BK2103
 BK2103'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2103'7.8 MI SE FROM BEGGS.
 BK2103'ABOUT 7.8 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2103'HIGHWAY 10 AT BEGGS, 72 FT SW OF THE CENTERLINE OF STATE HIGHWAY 182,
 BK2103'36 FT SW OF A IRON PIN DRIVEN ON PROPERTY LINE, 56 FT SW OF THE WEST
 BK2103'END OF A 30 INCH CROSS DRAIN UNDER STATE HIGHWAY 182.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2102 ***********************************************************************
 BK2102  DESIGNATION -  49 V 134 LADTD
 BK2102  PID         -  BK2102
 BK2102  STATE/COUNTY-  LA/ST LANDRY
 BK2102  USGS QUAD   -  WHITEVILLE (1992)
 BK2102
 BK2102                         *CURRENT SURVEY CONTROL
 BK2102  ___________________________________________________________________
 BK2102* NAD 83(1986)-  30 46 27.     (N)    092 07 42.     (W)     SCALED    
 BK2102* NAVD 88     -        13.11   (+/-2cm)      43.0    (feet)  VERTCON   
 BK2102  ___________________________________________________________________
 BK2102  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2102
 BK2102  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2102
 BK2102.The horizontal coordinates were scaled from a topographic map and have
 BK2102.an estimated accuracy of +/- 6 seconds.
 BK2102
 BK2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2102.The vertical order pertains to the NGVD 29 superseded value.
 BK2102
 BK2102.The geoid height was determined by GEOID03.
 BK2102
 BK2102;                    North         East    Units  Estimated Accuracy
 BK2102;SPC LA S     -   252,350.      923,900.      MT  (+/- 180 meters Scaled)
 BK2102
 BK2102                          SUPERSEDED SURVEY CONTROL
 BK2102
 BK2102  NGVD 29 (??/??/??)   13.087  (m)           42.94   (f) ADJUSTED    2 2
 BK2102
 BK2102.Superseded values are not recommended for survey control.
 BK2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2102.See file dsdata.txt to determine how the superseded data were derived.
 BK2102
 BK2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ834048(NAD 83)
 BK2102_MARKER: DD = SURVEY DISK
 BK2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2102_SP_SET: CONCRETE POST
 BK2102_STAMPING: 49 V 134 1977
 BK2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2102+STABILITY: SURFACE MOTION
 BK2102
 BK2102  HISTORY     - Date     Condition        Report By
 BK2102  HISTORY     - 1977     MONUMENTED       LADTD
 BK2102
 BK2102                          STATION DESCRIPTION
 BK2102
 BK2102'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2102'8.6 MI SE FROM BEGGS.
 BK2102'ABOUT 8.6 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2102'HIGHWAY 10 AT BEGGS, 59 FT SW OF THE CENTERLINE OF STATE HIGHWAY 182,
 BK2102'34 FT NE OF THE NE CORNER OF A WOOD FRAME STORE, 53 FT NORTH  OF THE
 BK2102'NORTH GAS PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2100 ***********************************************************************
 BK2100  DESIGNATION -  49 V 135 LADTD
 BK2100  PID         -  BK2100
 BK2100  STATE/COUNTY-  LA/ST LANDRY
 BK2100  USGS QUAD   -  WHITEVILLE (1992)
 BK2100
 BK2100                         *CURRENT SURVEY CONTROL
 BK2100  ___________________________________________________________________
 BK2100* NAD 83(1986)-  30 47 08.     (N)    092 08 55.     (W)     SCALED    
 BK2100* NAVD 88     -        13.03   (+/-2cm)      42.7    (feet)  VERTCON   
 BK2100  ___________________________________________________________________
 BK2100  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2100
 BK2100  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2100
 BK2100.The horizontal coordinates were scaled from a topographic map and have
 BK2100.an estimated accuracy of +/- 6 seconds.
 BK2100
 BK2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2100.The vertical order pertains to the NGVD 29 superseded value.
 BK2100
 BK2100.The geoid height was determined by GEOID03.
 BK2100
 BK2100;                    North         East    Units  Estimated Accuracy
 BK2100;SPC LA S     -   253,630.      921,960.      MT  (+/- 180 meters Scaled)
 BK2100
 BK2100                          SUPERSEDED SURVEY CONTROL
 BK2100
 BK2100  NGVD 29 (??/??/??)   13.006  (m)           42.67   (f) ADJUSTED    2 2
 BK2100
 BK2100.Superseded values are not recommended for survey control.
 BK2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2100.See file dsdata.txt to determine how the superseded data were derived.
 BK2100
 BK2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ814061(NAD 83)
 BK2100_MARKER: DD = SURVEY DISK
 BK2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2100_SP_SET: CONCRETE POST
 BK2100_STAMPING: 49 V 135 1977
 BK2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2100+STABILITY: SURFACE MOTION
 BK2100
 BK2100  HISTORY     - Date     Condition        Report By
 BK2100  HISTORY     - 1977     MONUMENTED       LADTD
 BK2100
 BK2100                          STATION DESCRIPTION
 BK2100
 BK2100'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2100'10 MI SE FROM BEGGS.
 BK2100'ABOUT 10 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2100'HIGHWAY 10 AT BEGGS, 97 FT NORTH OF THE CENTER LINE OF STATE HIGHWAY
 BK2100'182, 59 FT NORTH OF A FENCE CORNER, 63 FT NE OF THE CENTER OF A
 BK2100'CATTLE GUARD, ABOUT 150 FT EAST OF STAGGS GROCERY STORE AND ABOUT 200
 BK2100'FT NW OF A BRIDGE OVER BAYOU BOEUF AND ON STATE HIGHWAY 182.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2099 ***********************************************************************
 BK2099  DESIGNATION -  49 V 136 LADTD
 BK2099  PID         -  BK2099
 BK2099  STATE/COUNTY-  LA/ST LANDRY
 BK2099  USGS QUAD   -  WHITEVILLE (1992)
 BK2099
 BK2099                         *CURRENT SURVEY CONTROL
 BK2099  ___________________________________________________________________
 BK2099* NAD 83(1986)-  30 47 04.     (N)    092 09 59.     (W)     SCALED    
 BK2099* NAVD 88     -        12.33   (+/-2cm)      40.5    (feet)  VERTCON   
 BK2099  ___________________________________________________________________
 BK2099  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2099
 BK2099  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2099
 BK2099.The horizontal coordinates were scaled from a topographic map and have
 BK2099.an estimated accuracy of +/- 6 seconds.
 BK2099
 BK2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2099.The vertical order pertains to the NGVD 29 superseded value.
 BK2099
 BK2099.The geoid height was determined by GEOID03.
 BK2099
 BK2099;                    North         East    Units  Estimated Accuracy
 BK2099;SPC LA S     -   253,520.      920,260.      MT  (+/- 180 meters Scaled)
 BK2099
 BK2099                          SUPERSEDED SURVEY CONTROL
 BK2099
 BK2099  NGVD 29 (??/??/??)   12.309  (m)           40.38   (f) ADJUSTED    2 2
 BK2099
 BK2099.Superseded values are not recommended for survey control.
 BK2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2099.See file dsdata.txt to determine how the superseded data were derived.
 BK2099
 BK2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ797060(NAD 83)
 BK2099_MARKER: DD = SURVEY DISK
 BK2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2099_SP_SET: CONCRETE POST
 BK2099_STAMPING: 49 V 136 1977
 BK2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2099+STABILITY: SURFACE MOTION
 BK2099
 BK2099  HISTORY     - Date     Condition        Report By
 BK2099  HISTORY     - 1977     MONUMENTED       LADTD
 BK2099
 BK2099                          STATION DESCRIPTION
 BK2099
 BK2099'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2099'11 MI SE FROM BEGGS.
 BK2099'ABOUT 11 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2099'HIGHWAY 10 AT BEGGS, 65 FT WEST OF THE CENTERLINE OF STATE HIGHWAY
 BK2099'182, 41 FT SOUTH OF A POWER POLE, 18 FT NORTH OF THE CENTER OF A 24 FT
 BK2099'METAL GATE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2096 ***********************************************************************
 BK2096  DESIGNATION -  49 V 137 LADTD
 BK2096  PID         -  BK2096
 BK2096  STATE/COUNTY-  LA/ST LANDRY
 BK2096  USGS QUAD   -  WHITEVILLE (1992)
 BK2096
 BK2096                         *CURRENT SURVEY CONTROL
 BK2096  ___________________________________________________________________
 BK2096* NAD 83(1986)-  30 47 40.     (N)    092 10 00.     (W)     SCALED    
 BK2096* NAVD 88     -        11.73   (+/-2cm)      38.5    (feet)  VERTCON   
 BK2096  ___________________________________________________________________
 BK2096  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2096
 BK2096  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2096
 BK2096.The horizontal coordinates were scaled from a topographic map and have
 BK2096.an estimated accuracy of +/- 6 seconds.
 BK2096
 BK2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2096.The vertical order pertains to the NGVD 29 superseded value.
 BK2096
 BK2096.The geoid height was determined by GEOID03.
 BK2096
 BK2096;                    North         East    Units  Estimated Accuracy
 BK2096;SPC LA S     -   254,620.      920,240.      MT  (+/- 180 meters Scaled)
 BK2096
 BK2096                          SUPERSEDED SURVEY CONTROL
 BK2096
 BK2096  NGVD 29 (??/??/??)   11.707  (m)           38.41   (f) ADJUSTED    2 2
 BK2096
 BK2096.Superseded values are not recommended for survey control.
 BK2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2096.See file dsdata.txt to determine how the superseded data were derived.
 BK2096
 BK2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ797071(NAD 83)
 BK2096_MARKER: DD = SURVEY DISK
 BK2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2096_SP_SET: CONCRETE POST
 BK2096_STAMPING: 49 V 137 1977
 BK2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2096+STABILITY: SURFACE MOTION
 BK2096
 BK2096  HISTORY     - Date     Condition        Report By
 BK2096  HISTORY     - 1977     MONUMENTED       LADTD
 BK2096
 BK2096                          STATION DESCRIPTION
 BK2096
 BK2096'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2096'5.6 MI NE FROM MORROW.
 BK2096'ABOUT .40 MILES SW ALONG A PARISH ROAD FROM THE JUNCTION OF US HIGHWAY
 BK2096'71 AT MORROW, 36 FT NW OF THE CENTERLINE OF THE PARISH ROAD, 2 FT SW
 BK2096'OF POWER POLE NO 11, 54 FT NE OF THE CENTERLINE OF A DRIVEWAY LEADING
 BK2096'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2095 ***********************************************************************
 BK2095  DESIGNATION -  49 V 138 LADTD
 BK2095  PID         -  BK2095
 BK2095  STATE/COUNTY-  LA/ST LANDRY
 BK2095  USGS QUAD   -  WHITEVILLE (1992)
 BK2095
 BK2095                         *CURRENT SURVEY CONTROL
 BK2095  ___________________________________________________________________
 BK2095* NAD 83(1986)-  30 48 15.     (N)    092 08 46.     (W)     SCALED    
 BK2095* NAVD 88     -        11.23   (+/-2cm)      36.8    (feet)  VERTCON   
 BK2095  ___________________________________________________________________
 BK2095  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2095
 BK2095  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2095
 BK2095.The horizontal coordinates were scaled from a topographic map and have
 BK2095.an estimated accuracy of +/- 6 seconds.
 BK2095
 BK2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2095.The vertical order pertains to the NGVD 29 superseded value.
 BK2095
 BK2095.The geoid height was determined by GEOID03.
 BK2095
 BK2095;                    North         East    Units  Estimated Accuracy
 BK2095;SPC LA S     -   255,690.      922,220.      MT  (+/- 180 meters Scaled)
 BK2095
 BK2095                          SUPERSEDED SURVEY CONTROL
 BK2095
 BK2095  NGVD 29 (??/??/??)   11.203  (m)           36.76   (f) ADJUSTED    2 2
 BK2095
 BK2095.Superseded values are not recommended for survey control.
 BK2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2095.See file dsdata.txt to determine how the superseded data were derived.
 BK2095
 BK2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ816082(NAD 83)
 BK2095_MARKER: DD = SURVEY DISK
 BK2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2095_SP_SET: CONCRETE POST
 BK2095_STAMPING: 49 V 138 1975
 BK2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2095+STABILITY: SURFACE MOTION
 BK2095
 BK2095  HISTORY     - Date     Condition        Report By
 BK2095  HISTORY     - 1975     MONUMENTED       LADTD
 BK2095
 BK2095                          STATION DESCRIPTION
 BK2095
 BK2095'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2095'4.2 MI NE FROM MORROW.
 BK2095'ABOUT .40 MILES SW ALONG A PARISH ROAD FROM THE JUNCTION OF US HIGHWAY
 BK2095'71 AT MORROW, 46 FT NW OF THE CENTERLINE OF THE PARISH ROAD, 3 FT
 BK2095'NORTH OF A POWER POLE NO 29 WITH A GUY WIRE ATTACHED, ABOUT 600 FT SW
 BK2095'OF A WOOD BRIDGE ON THE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2094 ***********************************************************************
 BK2094  DESIGNATION -  49 V 139 LADTD
 BK2094  PID         -  BK2094
 BK2094  STATE/COUNTY-  LA/ST LANDRY
 BK2094  USGS QUAD   -  WHITEVILLE (1992)
 BK2094
 BK2094                         *CURRENT SURVEY CONTROL
 BK2094  ___________________________________________________________________
 BK2094* NAD 83(1986)-  30 48 49.     (N)    092 07 36.     (W)     SCALED    
 BK2094* NAVD 88     -        11.62   (+/-2cm)      38.1    (feet)  VERTCON   
 BK2094  ___________________________________________________________________
 BK2094  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2094
 BK2094  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2094
 BK2094.The horizontal coordinates were scaled from a topographic map and have
 BK2094.an estimated accuracy of +/- 6 seconds.
 BK2094
 BK2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2094.The vertical order pertains to the NGVD 29 superseded value.
 BK2094
 BK2094.The geoid height was determined by GEOID03.
 BK2094
 BK2094;                    North         East    Units  Estimated Accuracy
 BK2094;SPC LA S     -   256,720.      924,090.      MT  (+/- 180 meters Scaled)
 BK2094
 BK2094                          SUPERSEDED SURVEY CONTROL
 BK2094
 BK2094  NGVD 29 (??/??/??)   11.595  (m)           38.04   (f) ADJUSTED    2 2
 BK2094
 BK2094.Superseded values are not recommended for survey control.
 BK2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2094.See file dsdata.txt to determine how the superseded data were derived.
 BK2094
 BK2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ835092(NAD 83)
 BK2094_MARKER: DD = SURVEY DISK
 BK2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2094_SP_SET: CONCRETE POST
 BK2094_STAMPING: 49 V 139 1975
 BK2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2094+STABILITY: SURFACE MOTION
 BK2094
 BK2094  HISTORY     - Date     Condition        Report By
 BK2094  HISTORY     - 1975     MONUMENTED       LADTD
 BK2094
 BK2094                          STATION DESCRIPTION
 BK2094
 BK2094'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2094'2.9 MI NE FROM MORROW.
 BK2094'ABOUT .40 MILES SW ALONG A PARISH ROAD FROM THE JUNCTION OF US HIGHWAY
 BK2094'71 AT MORROW, 97 FT NW OF THE CENTERLINE OF THE PARISH ROAD, 4 FT
 BK2094'SOUTH OF A POWER POLE, 14 FT NE OF THE CENTERLINE OF A DIRT ROAD
 BK2094'LEADING NORTH, ABOUT 500 FT NE OF WAUKSHA BAYOU WOOD BRIDGE ON THE
 BK2094'PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0080 ***********************************************************************
 BK0080  DESIGNATION -  49 V 14 LADTD
 BK0080  PID         -  BK0080
 BK0080  STATE/COUNTY-  LA/ST LANDRY
 BK0080  USGS QUAD   -  LAWTELL (1983)
 BK0080
 BK0080                         *CURRENT SURVEY CONTROL
 BK0080  ___________________________________________________________________
 BK0080* NAD 83(1986)-  30 30 54.     (N)    092 11 07.     (W)     SCALED    
 BK0080* NAVD 88     -        18.66   (+/-2cm)      61.2    (feet)  VERTCON   
 BK0080  ___________________________________________________________________
 BK0080  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0080
 BK0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0080
 BK0080.The horizontal coordinates were scaled from a topographic map and have
 BK0080.an estimated accuracy of +/- 6 seconds.
 BK0080
 BK0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0080.The vertical order pertains to the NGVD 29 superseded value.
 BK0080
 BK0080.The geoid height was determined by GEOID03.
 BK0080
 BK0080;                    North         East    Units  Estimated Accuracy
 BK0080;SPC LA S     -   223,660.      918,230.      MT  (+/- 180 meters Scaled)
 BK0080
 BK0080                          SUPERSEDED SURVEY CONTROL
 BK0080
 BK0080  NGVD 29 (??/??/??)   18.621  (m)           61.09   (f) ADJUSTED    2 0
 BK0080
 BK0080.Superseded values are not recommended for survey control.
 BK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0080.See file dsdata.txt to determine how the superseded data were derived.
 BK0080
 BK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP781761(NAD 83)
 BK0080_MARKER: DD = SURVEY DISK
 BK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0080_STAMPING: 49 V 14 1968
 BK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0080+STABILITY: SURFACE MOTION
 BK0080
 BK0080  HISTORY     - Date     Condition        Report By
 BK0080  HISTORY     - 1968     MONUMENTED       LADTD
 BK0080  HISTORY     - 1973     GOOD             LADTD
 BK0080  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BK0080
 BK0080                          STATION DESCRIPTION
 BK0080
 BK0080'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0080'IN LAWTELL.
 BK0080'LOCATED IN THE NORTHWEST CORNER OF THE LAWTELL HIGH SCHOOL GROUNDS IN
 BK0080'LAWTELL.  52.0 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 35.
 BK0080'276.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE LAWTELL HIGH
 BK0080'SCHOOL BUILDING.  305.0 FEET WEST OF THE NORTHWEST CORNER OF THE
 BK0080'LAWTELL HIGH SCHOOL GYMNASIUM.  147.0 FEET EAST-SOUTHEAST OF THE
 BK0080'NORTHEAST CORNER OF THE ST. BRIDGET CATHOLIC CHURCH.  61.0 FEET NORTH
 BK0080'OF THE CENTERLINE OF A BLACKTOP DRIVEWAY.  1.0 FOOT SOUTHWEST OF A
 BK0080'STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BK0080'GROUND.  1/4, SEC 20, T 6 S, R 3 E.
 BK0080
 BK0080                          STATION RECOVERY (2004)
 BK0080
 BK0080'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK0080'MARK NOT FOUND.  THE SCHOOL WAS DEMOLISHED IN EARLY 2004, PER A LOCAL
 BK0080'RESIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2093 ***********************************************************************
 BK2093  DESIGNATION -  49 V 140 LADTD
 BK2093  PID         -  BK2093
 BK2093  STATE/COUNTY-  LA/ST LANDRY
 BK2093  USGS QUAD   -  MORROW (1972)
 BK2093
 BK2093                         *CURRENT SURVEY CONTROL
 BK2093  ___________________________________________________________________
 BK2093* NAD 83(1986)-  30 49 14.     (N)    092 06 39.     (W)     SCALED    
 BK2093* NAVD 88     -        12.04   (+/-2cm)      39.5    (feet)  VERTCON   
 BK2093  ___________________________________________________________________
 BK2093  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2093
 BK2093  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2093
 BK2093.The horizontal coordinates were scaled from a topographic map and have
 BK2093.an estimated accuracy of +/- 6 seconds.
 BK2093
 BK2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2093.The vertical order pertains to the NGVD 29 superseded value.
 BK2093
 BK2093.The geoid height was determined by GEOID03.
 BK2093
 BK2093;                    North         East    Units  Estimated Accuracy
 BK2093;SPC LA S     -   257,480.      925,610.      MT  (+/- 180 meters Scaled)
 BK2093
 BK2093                          SUPERSEDED SURVEY CONTROL
 BK2093
 BK2093  NGVD 29 (??/??/??)   12.015  (m)           39.42   (f) ADJUSTED    2 2
 BK2093
 BK2093.Superseded values are not recommended for survey control.
 BK2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2093.See file dsdata.txt to determine how the superseded data were derived.
 BK2093
 BK2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ850100(NAD 83)
 BK2093_MARKER: DD = SURVEY DISK
 BK2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2093_SP_SET: CONCRETE POST
 BK2093_STAMPING: 49 V 140 1975
 BK2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2093+STABILITY: SURFACE MOTION
 BK2093
 BK2093  HISTORY     - Date     Condition        Report By
 BK2093  HISTORY     - 1975     MONUMENTED       LADTD
 BK2093
 BK2093                          STATION DESCRIPTION
 BK2093
 BK2093'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2093'1.7 MI NE FROM MORROW.
 BK2093'ABOUT .40 MILES SW ALONG A PARISH ROAD FROM THE JUNCTION OF US HIGHWAY
 BK2093'71 AT MORROW, 96 FT NW OF THE CENTERLINE OF THE PARISH ROAD, 87 FT SE
 BK2093'OF THE SE CORNER OF A WOOD FRAME HOUSE, 98 FT SE OF THE NE CORNER OF
 BK2093'A WOOD FRAME HOUSE, 4 FT NW OF A SERVICE POWER POLE WITH A NIGHT LIGHT
 BK2093'ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2092 ***********************************************************************
 BK2092  DESIGNATION -  49 V 141 LADTD
 BK2092  PID         -  BK2092
 BK2092  STATE/COUNTY-  LA/ST LANDRY
 BK2092  USGS QUAD   -  MORROW (1972)
 BK2092
 BK2092                         *CURRENT SURVEY CONTROL
 BK2092  ___________________________________________________________________
 BK2092* NAD 83(1986)-  30 49 45.     (N)    092 05 36.     (W)     SCALED    
 BK2092* NAVD 88     -        13.12   (+/-2cm)      43.0    (feet)  VERTCON   
 BK2092  ___________________________________________________________________
 BK2092  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2092
 BK2092  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2092
 BK2092.The horizontal coordinates were scaled from a topographic map and have
 BK2092.an estimated accuracy of +/- 6 seconds.
 BK2092
 BK2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2092.The vertical order pertains to the NGVD 29 superseded value.
 BK2092
 BK2092.The geoid height was determined by GEOID03.
 BK2092
 BK2092;                    North         East    Units  Estimated Accuracy
 BK2092;SPC LA S     -   258,430.      927,290.      MT  (+/- 180 meters Scaled)
 BK2092
 BK2092                          SUPERSEDED SURVEY CONTROL
 BK2092
 BK2092  NGVD 29 (??/??/??)   13.097  (m)           42.97   (f) ADJUSTED    2 2
 BK2092
 BK2092.Superseded values are not recommended for survey control.
 BK2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2092.See file dsdata.txt to determine how the superseded data were derived.
 BK2092
 BK2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ867110(NAD 83)
 BK2092_MARKER: DD = SURVEY DISK
 BK2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2092_SP_SET: CONCRETE POST
 BK2092_STAMPING: 49 V 141 1975
 BK2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2092+STABILITY: SURFACE MOTION
 BK2092
 BK2092  HISTORY     - Date     Condition        Report By
 BK2092  HISTORY     - 1975     MONUMENTED       LADTD
 BK2092
 BK2092                          STATION DESCRIPTION
 BK2092
 BK2092'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2092'.4 MI NE FROM MORROW.
 BK2092'ABOUT .40 MILES SW ALONG A PARISH ROAD FROM THE JUNCTION OF US HIGHWAY
 BK2092'71 AT MORROW, 83 FT NW OF THE CENTERLINE OF THE PARISH ROAD,
 BK2092'59 FT NW OF A POWER POLE, 89 FT NORTH OF A LONE 40 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2022 ***********************************************************************
 BK2022  DESIGNATION -  49 V 142 LADTD
 BK2022  PID         -  BK2022
 BK2022  STATE/COUNTY-  LA/ST LANDRY
 BK2022  USGS QUAD   -  MORROW (1972)
 BK2022
 BK2022                         *CURRENT SURVEY CONTROL
 BK2022  ___________________________________________________________________
 BK2022* NAD 83(1986)-  30 49 22.     (N)    092 04 52.     (W)     SCALED    
 BK2022* NAVD 88     -        12.58   (+/-2cm)      41.3    (feet)  VERTCON   
 BK2022  ___________________________________________________________________
 BK2022  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2022
 BK2022  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2022
 BK2022.The horizontal coordinates were scaled from a topographic map and have
 BK2022.an estimated accuracy of +/- 6 seconds.
 BK2022
 BK2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2022.The vertical order pertains to the NGVD 29 superseded value.
 BK2022
 BK2022.The geoid height was determined by GEOID03.
 BK2022
 BK2022;                    North         East    Units  Estimated Accuracy
 BK2022;SPC LA S     -   257,710.      928,450.      MT  (+/- 180 meters Scaled)
 BK2022
 BK2022                          SUPERSEDED SURVEY CONTROL
 BK2022
 BK2022  NGVD 29 (??/??/??)   12.561  (m)           41.21   (f) ADJUSTED    2 2
 BK2022
 BK2022.Superseded values are not recommended for survey control.
 BK2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2022.See file dsdata.txt to determine how the superseded data were derived.
 BK2022
 BK2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ878103(NAD 83)
 BK2022_MARKER: DD = SURVEY DISK
 BK2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2022_SP_SET: CONCRETE POST
 BK2022_STAMPING: 49 V 142 1975
 BK2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2022+STABILITY: SURFACE MOTION
 BK2022
 BK2022  HISTORY     - Date     Condition        Report By
 BK2022  HISTORY     - 1975     MONUMENTED       LADTD
 BK2022
 BK2022                          STATION DESCRIPTION
 BK2022
 BK2022'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2022'3.6 MI NW FROM LEMOYEN.
 BK2022'FROM THE POST OFFICE IN LEMOYEN ABOUT 3.6 MI NW ALONG US HIGHWAY 71,
 BK2022'PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2021 ***********************************************************************
 BK2021  DESIGNATION -  49 V 143 LADTD
 BK2021  PID         -  BK2021
 BK2021  STATE/COUNTY-  LA/ST LANDRY
 BK2021  USGS QUAD   -  MORROW (1972)
 BK2021
 BK2021                         *CURRENT SURVEY CONTROL
 BK2021  ___________________________________________________________________
 BK2021* NAD 83(1986)-  30 48 37.     (N)    092 04 10.     (W)     SCALED    
 BK2021* NAVD 88     -        12.28   (+/-2cm)      40.3    (feet)  VERTCON   
 BK2021  ___________________________________________________________________
 BK2021  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2021
 BK2021  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2021
 BK2021.The horizontal coordinates were scaled from a topographic map and have
 BK2021.an estimated accuracy of +/- 6 seconds.
 BK2021
 BK2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2021.The vertical order pertains to the NGVD 29 superseded value.
 BK2021
 BK2021.The geoid height was determined by GEOID03.
 BK2021
 BK2021;                    North         East    Units  Estimated Accuracy
 BK2021;SPC LA S     -   256,320.      929,560.      MT  (+/- 180 meters Scaled)
 BK2021
 BK2021                          SUPERSEDED SURVEY CONTROL
 BK2021
 BK2021  NGVD 29 (??/??/??)   12.255  (m)           40.21   (f) ADJUSTED    2 2
 BK2021
 BK2021.Superseded values are not recommended for survey control.
 BK2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2021.See file dsdata.txt to determine how the superseded data were derived.
 BK2021
 BK2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ890089(NAD 83)
 BK2021_MARKER: DD = SURVEY DISK
 BK2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2021_SP_SET: CONCRETE POST
 BK2021_STAMPING: 49 V 143 1975
 BK2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2021+STABILITY: SURFACE MOTION
 BK2021
 BK2021  HISTORY     - Date     Condition        Report By
 BK2021  HISTORY     - 1975     MONUMENTED       LADTD
 BK2021
 BK2021                          STATION DESCRIPTION
 BK2021
 BK2021'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2021'2.5 MI NW FROM LEMOYEN.
 BK2021'FROM THE POST OFFICE IN LEMOYEN ABOUT 2.5 MI NW ALONG US HIGHWAY 71,
 BK2021'153 FT SW OF THE CENTERLINE OF US HIGHWAY 71, 114 FT W EST OF A POWER
 BK2021'POLE NEXT TO A BILL BOARD, 1.2 FT NW OF A FENCE, THIS MARKER IS
 BK2021'LOCATED NEXT TO A LANDING STRIP, 224 FT SW OF THE TEXAS AND PACIFIC
 BK2021'MILE POST NO 151.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2020 ***********************************************************************
 BK2020  DESIGNATION -  49 V 144 LADTD
 BK2020  PID         -  BK2020
 BK2020  STATE/COUNTY-  LA/ST LANDRY
 BK2020  USGS QUAD   -  MORROW (1972)
 BK2020
 BK2020                         *CURRENT SURVEY CONTROL
 BK2020  ___________________________________________________________________
 BK2020* NAD 83(1986)-  30 48 01.     (N)    092 03 28.     (W)     SCALED    
 BK2020* NAVD 88     -        12.47   (+/-2cm)      40.9    (feet)  VERTCON   
 BK2020  ___________________________________________________________________
 BK2020  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2020
 BK2020  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2020
 BK2020.The horizontal coordinates were scaled from a topographic map and have
 BK2020.an estimated accuracy of +/- 6 seconds.
 BK2020
 BK2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2020.The vertical order pertains to the NGVD 29 superseded value.
 BK2020
 BK2020.The geoid height was determined by GEOID03.
 BK2020
 BK2020;                    North         East    Units  Estimated Accuracy
 BK2020;SPC LA S     -   255,200.      930,670.      MT  (+/- 180 meters Scaled)
 BK2020
 BK2020                          SUPERSEDED SURVEY CONTROL
 BK2020
 BK2020  NGVD 29 (??/??/??)   12.446  (m)           40.83   (f) ADJUSTED    2 2
 BK2020
 BK2020.Superseded values are not recommended for survey control.
 BK2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2020.See file dsdata.txt to determine how the superseded data were derived.
 BK2020
 BK2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ901078(NAD 83)
 BK2020_MARKER: DD = SURVEY DISK
 BK2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2020_SP_SET: CONCRETE POST
 BK2020_STAMPING: 49 V 144 1975
 BK2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2020+STABILITY: SURFACE MOTION
 BK2020
 BK2020  HISTORY     - Date     Condition        Report By
 BK2020  HISTORY     - 1975     MONUMENTED       LADTD
 BK2020
 BK2020                          STATION DESCRIPTION
 BK2020
 BK2020'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2020'1.4 MI NW FROM LEMOYEN.
 BK2020'FROM THE POST OFFICE IN LEMOYEN ABOUT 1.4 MI NW ALONG US HIGHWAY 71,
 BK2020'60 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 30 FT WEST THE WEST RAIL
 BK2020'OF THE TEXAS AND PACIFIC RAILROAD TRACK, 75 FT SE OF THE JUNCTION OF
 BK2020'US HIGHWAY 71AND A BLACKTOP ROAD PARISH ROAD LEADING NORTH, 3 FT SE OF
 BK2020'A TELEPHONE POLE, THIS MARKER IS LOCATED 2 TELEPHONE POLES NW OF THE
 BK2020'TEXAS AND PACIFIC MILE POST NO 150.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2014 ***********************************************************************
 BK2014  DESIGNATION -  49 V 145 LADTD
 BK2014  PID         -  BK2014
 BK2014  STATE/COUNTY-  LA/ST LANDRY
 BK2014  USGS QUAD   -  MORROW (1972)
 BK2014
 BK2014                         *CURRENT SURVEY CONTROL
 BK2014  ___________________________________________________________________
 BK2014* NAD 83(1986)-  30 46 30.     (N)    092 01 49.     (W)     SCALED    
 BK2014* NAVD 88     -        10.87   (+/-2cm)      35.7    (feet)  VERTCON   
 BK2014  ___________________________________________________________________
 BK2014  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2014
 BK2014  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2014
 BK2014.The horizontal coordinates were scaled from a topographic map and have
 BK2014.an estimated accuracy of +/- 6 seconds.
 BK2014
 BK2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2014.The vertical order pertains to the NGVD 29 superseded value.
 BK2014
 BK2014.The geoid height was determined by GEOID03.
 BK2014
 BK2014;                    North         East    Units  Estimated Accuracy
 BK2014;SPC LA S     -   252,380.      933,280.      MT  (+/- 180 meters Scaled)
 BK2014
 BK2014                          SUPERSEDED SURVEY CONTROL
 BK2014
 BK2014  NGVD 29 (??/??/??)   10.854  (m)           35.61   (f) ADJUSTED    2 2
 BK2014
 BK2014.Superseded values are not recommended for survey control.
 BK2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2014.See file dsdata.txt to determine how the superseded data were derived.
 BK2014
 BK2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ927050(NAD 83)
 BK2014_MARKER: DD = SURVEY DISK
 BK2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2014_SP_SET: CONCRETE POST
 BK2014_STAMPING: 49 V 145 1975
 BK2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2014+STABILITY: SURFACE MOTION
 BK2014
 BK2014  HISTORY     - Date     Condition        Report By
 BK2014  HISTORY     - 1975     MONUMENTED       LADTD
 BK2014
 BK2014                          STATION DESCRIPTION
 BK2014
 BK2014'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2014'4.5 MI NW FROM LEBEAU.
 BK2014'FROM THE JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY 10 AT LEBEAU GO
 BK2014'ABOUT 4.5 MI NW ALONG US HIGHWAY 71, 92 FT WEST OF THE CENTERLINE OF
 BK2014'US HIGHWAY 71, 87 FT SOUTH OF POWER POLE NO 76 WITH TRANSFORMER, 27 FT
 BK2014'SE OF A 12 INCH PECAN TREE, THIS MARKER IS ON PROPERTY OWNED BY
 BK2014'A. A. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2870 ***********************************************************************
 BJ2870  DESIGNATION -  49 V 146 LADTD
 BJ2870  PID         -  BJ2870
 BJ2870  STATE/COUNTY-  LA/ST LANDRY
 BJ2870  USGS QUAD   -  PALMETTO (1994)
 BJ2870
 BJ2870                         *CURRENT SURVEY CONTROL
 BJ2870  ___________________________________________________________________
 BJ2870* NAD 83(1986)-  30 44 08.     (N)    091 59 08.     (W)     SCALED    
 BJ2870* NAVD 88     -        11.36   (+/-2cm)      37.3    (feet)  VERTCON   
 BJ2870  ___________________________________________________________________
 BJ2870  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ2870
 BJ2870  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2870
 BJ2870.The horizontal coordinates were scaled from a topographic map and have
 BJ2870.an estimated accuracy of +/- 6 seconds.
 BJ2870
 BJ2870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2870.The vertical order pertains to the NGVD 29 superseded value.
 BJ2870
 BJ2870.The geoid height was determined by GEOID03.
 BJ2870
 BJ2870;                    North         East    Units  Estimated Accuracy
 BJ2870;SPC LA S     -   247,980.      937,540.      MT  (+/- 180 meters Scaled)
 BJ2870
 BJ2870                          SUPERSEDED SURVEY CONTROL
 BJ2870
 BJ2870  NGVD 29 (??/??/??)   11.342  (m)           37.21   (f) ADJUSTED    2 2
 BJ2870
 BJ2870.Superseded values are not recommended for survey control.
 BJ2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2870.See file dsdata.txt to determine how the superseded data were derived.
 BJ2870
 BJ2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ971007(NAD 83)
 BJ2870_MARKER: DD = SURVEY DISK
 BJ2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2870_SP_SET: CONCRETE POST
 BJ2870_STAMPING: 49 V 146 1969
 BJ2870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2870+STABILITY: SURFACE MOTION
 BJ2870
 BJ2870  HISTORY     - Date     Condition        Report By
 BJ2870  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2870
 BJ2870                          STATION DESCRIPTION
 BJ2870
 BJ2870'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2870'0.5 MI NW FROM LEBEAU.
 BJ2870'FROM THE JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY 10 AT LEBEAU GO
 BJ2870'ABOUT 0.5 MI NW ALONG US HIGHWAY 71, 86 FT SW OF THE CENTERLINE OF US
 BJ2870'HIGHWAY 71, 81 FT NORTH OF THE NE CORNER OF A BRICK DRIVE INN, 87 FT
 BJ2870'NE OF THE SW CORNER OF A BRICK DRIVE INN, ABOUT 200 FT WEST OF A
 BJ2870'SIGNAL LIGHT ON THE TEXAS AND PACIFIC RAILROAD FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2120 ***********************************************************************
 BK2120  DESIGNATION -  49 V 147 LADTD
 BK2120  PID         -  BK2120
 BK2120  STATE/COUNTY-  LA/ST LANDRY
 BK2120  USGS QUAD   -  WHITEVILLE (1992)
 BK2120
 BK2120                         *CURRENT SURVEY CONTROL
 BK2120  ___________________________________________________________________
 BK2120* NAD 83(1986)-  30 48 31.     (N)    092 11 12.     (W)     SCALED    
 BK2120* NAVD 88     -        13.90   (+/-2cm)      45.6    (feet)  VERTCON   
 BK2120  ___________________________________________________________________
 BK2120  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2120
 BK2120  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2120
 BK2120.The horizontal coordinates were scaled from a topographic map and have
 BK2120.an estimated accuracy of +/- 6 seconds.
 BK2120
 BK2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2120.The vertical order pertains to the NGVD 29 superseded value.
 BK2120
 BK2120.The geoid height was determined by GEOID03.
 BK2120
 BK2120;                    North         East    Units  Estimated Accuracy
 BK2120;SPC LA S     -   256,210.      918,340.      MT  (+/- 180 meters Scaled)
 BK2120
 BK2120                          SUPERSEDED SURVEY CONTROL
 BK2120
 BK2120  NGVD 29 (??/??/??)   13.874  (m)           45.52   (f) ADJUSTED    2 2
 BK2120
 BK2120.Superseded values are not recommended for survey control.
 BK2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2120.See file dsdata.txt to determine how the superseded data were derived.
 BK2120
 BK2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ778086(NAD 83)
 BK2120_MARKER: DD = SURVEY DISK
 BK2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2120_SP_SET: CONCRETE POST
 BK2120_STAMPING: 49 V 147 1977
 BK2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2120+STABILITY: SURFACE MOTION
 BK2120
 BK2120  HISTORY     - Date     Condition        Report By
 BK2120  HISTORY     - 1977     MONUMENTED       LADTD
 BK2120
 BK2120                          STATION DESCRIPTION
 BK2120
 BK2120'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2120'1.8 MI SE FROM WHITEVILLE.
 BK2120'ABOUT 1.8 MILES NW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF STATE
 BK2120'HIGHWAY 182 AT WHITEVILLE, 79 FT NE OF THE CENTERLINE OF STATE HIGHWAY
 BK2120'29, 52 FT SW OF A SERVICE POWER POLE WITH A LIGHT, 99 FT SW OF THE
 BK2120'SW CORNER OF A WOOD FRAME HOUSE, 2 FT NW OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2121 ***********************************************************************
 BK2121  DESIGNATION -  49 V 148 LADTD
 BK2121  PID         -  BK2121
 BK2121  STATE/COUNTY-  LA/ST LANDRY
 BK2121  USGS QUAD   -  WHITEVILLE (1992)
 BK2121
 BK2121                         *CURRENT SURVEY CONTROL
 BK2121  ___________________________________________________________________
 BK2121* NAD 83(1986)-  30 49 17.     (N)    092 11 41.     (W)     SCALED    
 BK2121* NAVD 88     -        14.03   (+/-2cm)      46.0    (feet)  VERTCON   
 BK2121  ___________________________________________________________________
 BK2121  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK2121
 BK2121  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2121
 BK2121.The horizontal coordinates were scaled from a topographic map and have
 BK2121.an estimated accuracy of +/- 6 seconds.
 BK2121
 BK2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2121.The vertical order pertains to the NGVD 29 superseded value.
 BK2121
 BK2121.The geoid height was determined by GEOID03.
 BK2121
 BK2121;                    North         East    Units  Estimated Accuracy
 BK2121;SPC LA S     -   257,630.      917,580.      MT  (+/- 180 meters Scaled)
 BK2121
 BK2121                          SUPERSEDED SURVEY CONTROL
 BK2121
 BK2121  NGVD 29 (??/??/??)   14.000  (m)           45.93   (f) ADJUSTED    2 2
 BK2121
 BK2121.Superseded values are not recommended for survey control.
 BK2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2121.See file dsdata.txt to determine how the superseded data were derived.
 BK2121
 BK2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ770100(NAD 83)
 BK2121_MARKER: DD = SURVEY DISK
 BK2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2121_SP_SET: CONCRETE POST
 BK2121_STAMPING: 49 V 148 1977
 BK2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2121+STABILITY: SURFACE MOTION
 BK2121
 BK2121  HISTORY     - Date     Condition        Report By
 BK2121  HISTORY     - 1977     MONUMENTED       LADTD
 BK2121
 BK2121                          STATION DESCRIPTION
 BK2121
 BK2121'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2121'2.8 MI SE FROM WHITEVILLE.
 BK2121'ABOUT 2.8 MILES NW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF STATE
 BK2121'HIGHWAY 182 AT WHITEVILLE, 89 FT SW OF THE CENTERLINE OF STATE HIGHWAY
 BK2121'29, 92 FT SE OF THE CENTERLINE OF A DRIVEWAY WITH A RAILROAD CATTLE
 BK2121'GUARD, 149 FT SW OF POWER POLE NO 61,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2123 ***********************************************************************
 BK2123  DESIGNATION -  49 V 149 LADTD
 BK2123  PID         -  BK2123
 BK2123  STATE/COUNTY-  LA/ST LANDRY
 BK2123  USGS QUAD   -  WHITEVILLE (1992)
 BK2123
 BK2123                         *CURRENT SURVEY CONTROL
 BK2123  ___________________________________________________________________
 BK2123* NAD 83(1986)-  30 50 47.     (N)    092 12 35.     (W)     SCALED    
 BK2123* NAVD 88     -        14.78   (+/-2cm)      48.5    (feet)  VERTCON   
 BK2123  ___________________________________________________________________
 BK2123  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2123
 BK2123  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2123
 BK2123.The horizontal coordinates were scaled from a topographic map and have
 BK2123.an estimated accuracy of +/- 6 seconds.
 BK2123
 BK2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2123.The vertical order pertains to the NGVD 29 superseded value.
 BK2123
 BK2123.The geoid height was determined by GEOID03.
 BK2123
 BK2123;                    North         East    Units  Estimated Accuracy
 BK2123;SPC LA S     -   260,410.      916,170.      MT  (+/- 180 meters Scaled)
 BK2123
 BK2123                          SUPERSEDED SURVEY CONTROL
 BK2123
 BK2123  NGVD 29 (??/??/??)   14.754  (m)           48.41   (f) ADJUSTED    2 2
 BK2123
 BK2123.Superseded values are not recommended for survey control.
 BK2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2123.See file dsdata.txt to determine how the superseded data were derived.
 BK2123
 BK2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ755128(NAD 83)
 BK2123_MARKER: DD = SURVEY DISK
 BK2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2123_SP_SET: CONCRETE POST
 BK2123_STAMPING: 49 V 149 1977
 BK2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2123+STABILITY: SURFACE MOTION
 BK2123
 BK2123  HISTORY     - Date     Condition        Report By
 BK2123  HISTORY     - 1977     MONUMENTED       LADTD
 BK2123
 BK2123                          STATION DESCRIPTION
 BK2123
 BK2123'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2123'4.6 MI SE FROM WHITEVILLE.
 BK2123'ABOUT 4.6 MILES NW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF STATE
 BK2123'HIGHWAY 182 AT WHITEVILLE, 103 FT WEST OF THE CENTERLINE OF STATE
 BK2123'HIGHWAY 29, 60 FT WEST OF POWER POLE NO 65, 1 FT NW OF A CHAIN LINK
 BK2123'FENCE, ABOUT 150 FT SOUTH OF A WOOD BRIDGE OVER BAYOU BOEUF ON STATE
 BK2123'HIGHWAY 29, ABOUT 300 FT SE OF ST LANDRY PARISH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0081 ***********************************************************************
 BK0081  DESIGNATION -  49 V 15 LADTD
 BK0081  PID         -  BK0081
 BK0081  STATE/COUNTY-  LA/ST LANDRY
 BK0081  USGS QUAD   -  LAWTELL (1983)
 BK0081
 BK0081                         *CURRENT SURVEY CONTROL
 BK0081  ___________________________________________________________________
 BK0081* NAD 83(1986)-  30 31 01.     (N)    092 12 06.     (W)     SCALED    
 BK0081* NAVD 88     -        18.45   (+/-2cm)      60.5    (feet)  VERTCON   
 BK0081  ___________________________________________________________________
 BK0081  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0081
 BK0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0081
 BK0081.The horizontal coordinates were scaled from a topographic map and have
 BK0081.an estimated accuracy of +/- 6 seconds.
 BK0081
 BK0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0081.The vertical order pertains to the NGVD 29 superseded value.
 BK0081
 BK0081.The geoid height was determined by GEOID03.
 BK0081
 BK0081;                    North         East    Units  Estimated Accuracy
 BK0081;SPC LA S     -   223,890.      916,660.      MT  (+/- 180 meters Scaled)
 BK0081
 BK0081                          SUPERSEDED SURVEY CONTROL
 BK0081
 BK0081  NGVD 29 (??/??/??)   18.407  (m)           60.39   (f) ADJUSTED    2 0
 BK0081
 BK0081.Superseded values are not recommended for survey control.
 BK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0081.See file dsdata.txt to determine how the superseded data were derived.
 BK0081
 BK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP765763(NAD 83)
 BK0081_MARKER: DD = SURVEY DISK
 BK0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0081_STAMPING: 49 V 15 1968
 BK0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0081+STABILITY: SURFACE MOTION
 BK0081
 BK0081  HISTORY     - Date     Condition        Report By
 BK0081  HISTORY     - 1968     MONUMENTED       LADTD
 BK0081  HISTORY     - 1973     GOOD             LADTD
 BK0081
 BK0081                          STATION DESCRIPTION
 BK0081
 BK0081'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0081'1.2 MI W FROM LAWTELL.
 BK0081'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0081'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WESTBOUND
 BK0081'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 0.95 MILES WEST ALONG US
 BK0081'HIGHWAY 190.  89.0 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 BK0081'ROADWAY OF US HIGHWAY 190.  64.0 FEET EAST OF THE CENTERLINE OF A
 BK0081'BLACKTOP ROAD LEADING TO THE CARTER G. WOODSON HIGH SCHOOL.  139.0
 BK0081'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 BK0081'BUILDING BELONGING TO ALLIE BOUDREAUX LOCATED IN RIGHT-OF-WAY FLARE.
 BK0081'1.0 FOOT NORTHWEST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A
 BK0081'CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.  1/4, SEC 19, T 6
 BK0081'S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0082 ***********************************************************************
 BK0082  DESIGNATION -  49 V 16 LADTD
 BK0082  PID         -  BK0082
 BK0082  STATE/COUNTY-  LA/ST LANDRY
 BK0082  USGS QUAD   -  LAWTELL (1983)
 BK0082
 BK0082                         *CURRENT SURVEY CONTROL
 BK0082  ___________________________________________________________________
 BK0082* NAD 83(1986)-  30 30 56.     (N)    092 13 07.     (W)     SCALED    
 BK0082* NAVD 88     -        17.91   (+/-2cm)      58.8    (feet)  VERTCON   
 BK0082  ___________________________________________________________________
 BK0082  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0082
 BK0082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0082
 BK0082.The horizontal coordinates were scaled from a topographic map and have
 BK0082.an estimated accuracy of +/- 6 seconds.
 BK0082
 BK0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0082.The vertical order pertains to the NGVD 29 superseded value.
 BK0082
 BK0082.The geoid height was determined by GEOID03.
 BK0082
 BK0082;                    North         East    Units  Estimated Accuracy
 BK0082;SPC LA S     -   223,740.      915,030.      MT  (+/- 180 meters Scaled)
 BK0082
 BK0082                          SUPERSEDED SURVEY CONTROL
 BK0082
 BK0082  NGVD 29 (??/??/??)   17.868  (m)           58.62   (f) ADJUSTED    2 0
 BK0082
 BK0082.Superseded values are not recommended for survey control.
 BK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0082.See file dsdata.txt to determine how the superseded data were derived.
 BK0082
 BK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP749761(NAD 83)
 BK0082_MARKER: DD = SURVEY DISK
 BK0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0082_STAMPING: 49V16 1968
 BK0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0082+STABILITY: SURFACE MOTION
 BK0082
 BK0082  HISTORY     - Date     Condition        Report By
 BK0082  HISTORY     - 1968     MONUMENTED       LADTD
 BK0082  HISTORY     - 1969     GOOD             LADTD
 BK0082
 BK0082                          STATION DESCRIPTION
 BK0082
 BK0082'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0082'2.20 MI W FROM LAWTELL.
 BK0082'ABOUT 0.25 MILE NORTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL HIGH
 BK0082'SCHOOL IN LAWTELL TO THE INTERSECTION OF LOUISIANA HIGHWAY 35 AND THE
 BK0082'WESTBOUND ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.95 MILES WEST
 BK0082'ALONG US HIGHWAY 190.  IN SECTION 25, T6S, R2E.  49.2 FEET SOUTH OF
 BK0082'THE CENTERLINE OF THE EASTBOUND ROADWAY OF US HIGHWAY 190, 102.0 FEET
 BK0082'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK VENEER RESIDENCE
 BK0082'BELONGING TO ROBERT REVERIE, 131.5 FEET WEST OF THE CENTERLINE OF A
 BK0082'SHELL DRIVEWAY, 3.8 FEET NORTHWEST OF A POWER POLE, 1.2 FEET NORTH OF
 BK0082'A COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE
 BK0082'POST PROJECTING 4 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.0
 BK0082'FOOT NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0083 ***********************************************************************
 BK0083  DESIGNATION -  49 V 17 LADTD
 BK0083  PID         -  BK0083
 BK0083  STATE/COUNTY-  LA/ST LANDRY
 BK0083  USGS QUAD   -  LAWTELL (1983)
 BK0083
 BK0083                         *CURRENT SURVEY CONTROL
 BK0083  ___________________________________________________________________
 BK0083* NAD 83(1986)-  30 30 52.     (N)    092 13 39.     (W)     SCALED    
 BK0083* NAVD 88     -        15.84   (+/-2cm)      52.0    (feet)  VERTCON   
 BK0083  ___________________________________________________________________
 BK0083  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0083
 BK0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0083
 BK0083.The horizontal coordinates were scaled from a topographic map and have
 BK0083.an estimated accuracy of +/- 6 seconds.
 BK0083
 BK0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0083.The vertical order pertains to the NGVD 29 superseded value.
 BK0083
 BK0083.The geoid height was determined by GEOID03.
 BK0083
 BK0083;                    North         East    Units  Estimated Accuracy
 BK0083;SPC LA S     -   223,630.      914,180.      MT  (+/- 180 meters Scaled)
 BK0083
 BK0083                          SUPERSEDED SURVEY CONTROL
 BK0083
 BK0083  NGVD 29 (??/??/??)   15.803  (m)           51.85   (f) ADJUSTED    2 0
 BK0083
 BK0083.Superseded values are not recommended for survey control.
 BK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0083.See file dsdata.txt to determine how the superseded data were derived.
 BK0083
 BK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP741760(NAD 83)
 BK0083_MARKER: DD = SURVEY DISK
 BK0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0083_STAMPING: 49V17 1968
 BK0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0083+STABILITY: SURFACE MOTION
 BK0083
 BK0083  HISTORY     - Date     Condition        Report By
 BK0083  HISTORY     - 1968     MONUMENTED       LADTD
 BK0083  HISTORY     - 1969     GOOD             LADTD
 BK0083
 BK0083                          STATION DESCRIPTION
 BK0083
 BK0083'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0083'2.80 MI W FROM LAWTELL.
 BK0083'ABOUT 0.25 MILE NORTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL HIGH
 BK0083'SCHOOL IN LAWTELL TO THE INTERSECTION OF LOUISIANA HIGHWAY 35 AND THE
 BK0083'WESTBOUND ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 2.55 MILES WEST
 BK0083'ALONG US HIGHWAY 190.  IN SECTION 25, T6S, R2E.  96.6 FEET SOUTH OF
 BK0083'THE CENTERLINE OF THE EASTBOUND ROADWAY OF US HIGHWAY 190, 53.3 FEET
 BK0083'EAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTH, 45.0 FEET
 BK0083'SOUTHWEST OF POWER POLE NUMBER 8, 1.3 FEET NORTHWEST OF A COMBINATION
 BK0083'MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING
 BK0083'4 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.0 FOOT NORTHWEST OF
 BK0083'A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0084 ***********************************************************************
 BK0084  DESIGNATION -  49 V 18 LADTD
 BK0084  PID         -  BK0084
 BK0084  STATE/COUNTY-  LA/ST LANDRY
 BK0084  USGS QUAD   -  LAWTELL (1983)
 BK0084
 BK0084                         *CURRENT SURVEY CONTROL
 BK0084  ___________________________________________________________________
 BK0084* NAD 83(1986)-  30 30 46.     (N)    092 14 43.     (W)     SCALED    
 BK0084* NAVD 88     -        16.82   (+/-2cm)      55.2    (feet)  VERTCON   
 BK0084  ___________________________________________________________________
 BK0084  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0084
 BK0084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0084
 BK0084.The horizontal coordinates were scaled from a topographic map and have
 BK0084.an estimated accuracy of +/- 6 seconds.
 BK0084
 BK0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0084.The vertical order pertains to the NGVD 29 superseded value.
 BK0084
 BK0084.The geoid height was determined by GEOID03.
 BK0084
 BK0084;                    North         East    Units  Estimated Accuracy
 BK0084;SPC LA S     -   223,460.      912,470.      MT  (+/- 180 meters Scaled)
 BK0084
 BK0084                          SUPERSEDED SURVEY CONTROL
 BK0084
 BK0084  NGVD 29 (??/??/??)   16.783  (m)           55.06   (f) ADJUSTED    2 0
 BK0084
 BK0084.Superseded values are not recommended for survey control.
 BK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0084.See file dsdata.txt to determine how the superseded data were derived.
 BK0084
 BK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP724758(NAD 83)
 BK0084_MARKER: DD = SURVEY DISK
 BK0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0084_STAMPING: 49V18 1968
 BK0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0084+STABILITY: SURFACE MOTION
 BK0084
 BK0084  HISTORY     - Date     Condition        Report By
 BK0084  HISTORY     - 1968     MONUMENTED       LADTD
 BK0084  HISTORY     - 1969     GOOD             LADTD
 BK0084
 BK0084                          STATION DESCRIPTION
 BK0084
 BK0084'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0084'3.80 MI W FROM LAWTELL.
 BK0084'ABOUT 0.25 MILE NORTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL HIGH
 BK0084'SCHOOL IN LAWTELL TO THE INTERSECTION OF LOUISIANA HIGHWAY 35 AND THE
 BK0084'WESTBOUND ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 3.55 MILES WEST
 BK0084'ALONG US HIGHWAY 190.  IN SECTION 43, T6S, R2E.  79.5 FEET SOUTH OF
 BK0084'THE CENTERLINE OF THE EASTBOUND ROADWAY OF US HIGHWAY 190, 76.7 FEET
 BK0084'EAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTH, 136.0 FEET
 BK0084'NORTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME GROCERY STORE
 BK0084'BUILDING BELONGING TO ROBERT SMITH, 38.6 FEET SOUTHWEST OF POWER POLE
 BK0084'NUMBER 16, 1.2 FEET NORTHWEST OF A COMBINATION MESH AND BARBED WIRE
 BK0084'FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BK0084'GROUND.  THE MARK IS LOCATED 0.9 FOOT NORTHWEST OF A STEEL WITNESS
 BK0084'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0085 ***********************************************************************
 BK0085  DESIGNATION -  49 V 19 LADTD
 BK0085  PID         -  BK0085
 BK0085  STATE/COUNTY-  LA/ST LANDRY
 BK0085  USGS QUAD   -  CHATAIGNIER (1983)
 BK0085
 BK0085                         *CURRENT SURVEY CONTROL
 BK0085  ___________________________________________________________________
 BK0085* NAD 83(1986)-  30 30 44.     (N)    092 15 33.     (W)     SCALED    
 BK0085* NAVD 88     -        15.28   (+/-2cm)      50.1    (feet)  VERTCON   
 BK0085  ___________________________________________________________________
 BK0085  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0085
 BK0085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0085
 BK0085.The horizontal coordinates were scaled from a topographic map and have
 BK0085.an estimated accuracy of +/- 6 seconds.
 BK0085
 BK0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0085.The vertical order pertains to the NGVD 29 superseded value.
 BK0085
 BK0085.The geoid height was determined by GEOID03.
 BK0085
 BK0085;                    North         East    Units  Estimated Accuracy
 BK0085;SPC LA S     -   223,410.      911,140.      MT  (+/- 180 meters Scaled)
 BK0085
 BK0085                          SUPERSEDED SURVEY CONTROL
 BK0085
 BK0085  NGVD 29 (??/??/??)   15.243  (m)           50.01   (f) ADJUSTED    2 0
 BK0085
 BK0085.Superseded values are not recommended for survey control.
 BK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0085.See file dsdata.txt to determine how the superseded data were derived.
 BK0085
 BK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP710757(NAD 83)
 BK0085_MARKER: DD = SURVEY DISK
 BK0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0085_SP_SET: CULVERT
 BK0085_STAMPING: 49V19 1968
 BK0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0085
 BK0085  HISTORY     - Date     Condition        Report By
 BK0085  HISTORY     - 1968     MONUMENTED       LADTD
 BK0085  HISTORY     - 1969     GOOD             LADTD
 BK0085
 BK0085                          STATION DESCRIPTION
 BK0085
 BK0085'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0085'4.70 MI W FROM LAWTELL.
 BK0085'ABOUT 0.25 MILE NORTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL HIGH
 BK0085'SCHOOL IN LAWTELL TO THE INTERSECTION OF LOUISIANA HIGHWAY 35 AND THE
 BK0085'WESTBOUND ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 4.45 MILES WEST
 BK0085'ALONG US HIGHWAY 190.  IN SECTION 43, T6S, R2E.  LOCATED IN THE CENTER
 BK0085'OF A CONCRETE HEADWALL ON THE SOUTH END OF A BOX CULVERT UNDER US
 BK0085'HIGHWAY 190.  43.18 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 BK0085'ROADWAY OF US HIGHWAY 190, 81.3 FEET NORTHEAST OF THE NORTHEAST CORNER
 BK0085'OF A WOOD FRAME RESIDENCE BELONGING TO ROLLIS FONTENOT, 86.7 FEET
 BK0085'NORTHWEST OF A 24 INCH TWIN OAK TREE, 105.6 FEET WEST OF A POWER POLE.
 BK0085'SET FLUSH WITH THE SURFACE OF THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0311 ***********************************************************************
 BK0311  DESIGNATION -  49 V 2 LADTD
 BK0311  PID         -  BK0311
 BK0311  STATE/COUNTY-  LA/ST LANDRY
 BK0311  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0311
 BK0311                         *CURRENT SURVEY CONTROL
 BK0311  ___________________________________________________________________
 BK0311* NAD 83(1986)-  30 29 18.     (N)    092 28 32.     (W)     SCALED    
 BK0311* NAVD 88     -        11.06   (+/-2cm)      36.3    (feet)  VERTCON   
 BK0311  ___________________________________________________________________
 BK0311  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0311
 BK0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0311
 BK0311.The horizontal coordinates were scaled from a topographic map and have
 BK0311.an estimated accuracy of +/- 6 seconds.
 BK0311
 BK0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0311.The vertical order pertains to the NGVD 29 superseded value.
 BK0311
 BK0311.The geoid height was determined by GEOID03.
 BK0311
 BK0311;                    North         East    Units  Estimated Accuracy
 BK0311;SPC LA S     -   220,950.      890,340.      MT  (+/- 180 meters Scaled)
 BK0311
 BK0311                          SUPERSEDED SURVEY CONTROL
 BK0311
 BK0311  NGVD 29 (??/??/??)   11.018  (m)           36.15   (f) ADJUSTED    2 0
 BK0311
 BK0311.Superseded values are not recommended for survey control.
 BK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0311.See file dsdata.txt to determine how the superseded data were derived.
 BK0311
 BK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP503730(NAD 83)
 BK0311_MARKER: DD = SURVEY DISK
 BK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0311_STAMPING: 49V2 1968
 BK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0311+STABILITY: SURFACE MOTION
 BK0311
 BK0311  HISTORY     - Date     Condition        Report By
 BK0311  HISTORY     - 1968     MONUMENTED       LADTD
 BK0311  HISTORY     - 1969     GOOD             LADTD
 BK0311
 BK0311                          STATION DESCRIPTION
 BK0311
 BK0311'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0311'3.90 MI W FROM EUNICE.
 BK0311'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0311'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0311'WITH US HIGHWAY 190.  THENCE ABOUT 3.75 MILES WEST ALONG US HIGHWAY
 BK0311'190.  IN SECTION 33, T6S, R1W.  101.0 FEET NORTHWEST OF THE CENTERLINE
 BK0311'OF US HIGHWAY 190, 266.5 FEET EAST OF THE SOUTHEAST CORNER OF A BRICK
 BK0311'VENEER RESIDENCE BELONGING TO SHELBY PRATHON, 200.6 FEET NORTH OF THE
 BK0311'NORTHEAST CORNER OF A BRICK VENEER RESTAURANT BUILDING, 0.7 FOOT WEST
 BK0311'OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 4
 BK0311'INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.1 FEET SOUTH OF A
 BK0311'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0086 ***********************************************************************
 BK0086  DESIGNATION -  49 V 20 LADTD
 BK0086  PID         -  BK0086
 BK0086  STATE/COUNTY-  LA/ST LANDRY
 BK0086  USGS QUAD   -  CHATAIGNIER (1983)
 BK0086
 BK0086                         *CURRENT SURVEY CONTROL
 BK0086  ___________________________________________________________________
 BK0086* NAD 83(1986)-  30 30 38.     (N)    092 16 29.     (W)     SCALED    
 BK0086* NAVD 88     -        17.21   (+/-2cm)      56.5    (feet)  VERTCON   
 BK0086  ___________________________________________________________________
 BK0086  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0086
 BK0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0086
 BK0086.The horizontal coordinates were scaled from a topographic map and have
 BK0086.an estimated accuracy of +/- 6 seconds.
 BK0086
 BK0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0086.The vertical order pertains to the NGVD 29 superseded value.
 BK0086
 BK0086.The geoid height was determined by GEOID03.
 BK0086
 BK0086;                    North         East    Units  Estimated Accuracy
 BK0086;SPC LA S     -   223,230.      909,640.      MT  (+/- 180 meters Scaled)
 BK0086
 BK0086                          SUPERSEDED SURVEY CONTROL
 BK0086
 BK0086  NGVD 29 (??/??/??)   17.172  (m)           56.34   (f) ADJUSTED    2 0
 BK0086
 BK0086.Superseded values are not recommended for survey control.
 BK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0086.See file dsdata.txt to determine how the superseded data were derived.
 BK0086
 BK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP695755(NAD 83)
 BK0086_MARKER: DD = SURVEY DISK
 BK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0086_STAMPING: 49V20 1969
 BK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0086+STABILITY: SURFACE MOTION
 BK0086
 BK0086  HISTORY     - Date     Condition        Report By
 BK0086  HISTORY     - 1968     MONUMENTED       LADTD
 BK0086  HISTORY     - 1969     GOOD             LADTD
 BK0086
 BK0086                          STATION DESCRIPTION
 BK0086
 BK0086'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0086'5.65 MI W FROM LAWTELL.
 BK0086'ABOUT 0.25 MILE NORTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL HIGH
 BK0086'SCHOOL IN LAWTELL TO THE INTERSECTION OF LOUISIANA HIGHWAY 35 AND THE
 BK0086'WESTBOUND ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 5.40 MILES WEST
 BK0086'ALONG US HIGHWAY 190.  IN SECTION 46, T6S, R2E.  75.0 FEET SOUTH OF
 BK0086'THE CENTERLINE OF THE EASTBOUND ROADWAY OF US HIGHWAY 190, 119.1 FEET
 BK0086'NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING
 BK0086'TO GENE DARBONNE, 47.4 FEET WEST OF THE CENTERLINE OF A GRAVEL
 BK0086'DRIVEWAY, 2.6 FEET NORTHWEST OF A POWER POLE, 1.2 FEET NORTH OF A
 BK0086'COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 BK0086'PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 0.9 FOOT
 BK0086'NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0087 ***********************************************************************
 BK0087  DESIGNATION -  49 V 21 LADTD
 BK0087  PID         -  BK0087
 BK0087  STATE/COUNTY-  LA/ST LANDRY
 BK0087  USGS QUAD   -  CHATAIGNIER (1983)
 BK0087
 BK0087                         *CURRENT SURVEY CONTROL
 BK0087  ___________________________________________________________________
 BK0087* NAD 83(1986)-  30 30 32.     (N)    092 17 32.     (W)     SCALED    
 BK0087* NAVD 88     -        16.28   (+/-2cm)      53.4    (feet)  VERTCON   
 BK0087  ___________________________________________________________________
 BK0087  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0087
 BK0087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0087
 BK0087.The horizontal coordinates were scaled from a topographic map and have
 BK0087.an estimated accuracy of +/- 6 seconds.
 BK0087
 BK0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0087.The vertical order pertains to the NGVD 29 superseded value.
 BK0087
 BK0087.The geoid height was determined by GEOID03.
 BK0087
 BK0087;                    North         East    Units  Estimated Accuracy
 BK0087;SPC LA S     -   223,060.      907,960.      MT  (+/- 180 meters Scaled)
 BK0087
 BK0087                          SUPERSEDED SURVEY CONTROL
 BK0087
 BK0087  NGVD 29 (??/??/??)   16.245  (m)           53.30   (f) ADJUSTED    2 0
 BK0087
 BK0087.Superseded values are not recommended for survey control.
 BK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0087.See file dsdata.txt to determine how the superseded data were derived.
 BK0087
 BK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP679753(NAD 83)
 BK0087_MARKER: DD = SURVEY DISK
 BK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0087_STAMPING: 49V21 1969
 BK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0087+STABILITY: SURFACE MOTION
 BK0087
 BK0087  HISTORY     - Date     Condition        Report By
 BK0087  HISTORY     - 1969     MONUMENTED       LADTD
 BK0087
 BK0087                          STATION DESCRIPTION
 BK0087
 BK0087'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0087'6.70 MI W FROM LAWTELL.
 BK0087'ABOUT 0.25 MILE NORTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL HIGH
 BK0087'SCHOOL IN LAWTELL TO THE INTERSECTION OF LOUISIANA HIGHWAY 35 AND THE
 BK0087'WESTBOUND ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 6.45 MILES WEST
 BK0087'ALONG US HIGHWAY 190.  IN SECTION 48, T6S, R2E.  69.0 FEET SOUTH OF
 BK0087'THE CENTERLINE OF THE EASTBOUND ROADWAY OF US HIGHWAY 190, 198.0 FEET
 BK0087'WEST OF THE NORTHWEST CORNER OF A BRICK VENEER RESIDENCE BELONGING TO
 BK0087'STEVE LEJEUNE, 50.0 FEET NORTH-NORTHEAST OF A WOOD FRAME RESIDENCE
 BK0087'BELONGING TO PLACIDE GUILLORY, 114.3 FEET NORTHWEST OF A 36 INCH OAK
 BK0087'TREE, 1.5 FEET NORTHWEST OF A COMBINATION MESH AND BARBED WIRE FENCE.
 BK0087'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 BK0087'THE MARK IS LOCATED 1.0 FOOT NORTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0088 ***********************************************************************
 BK0088  DESIGNATION -  49 V 22 LADTD
 BK0088  PID         -  BK0088
 BK0088  STATE/COUNTY-  LA/ST LANDRY
 BK0088  USGS QUAD   -  CHATAIGNIER (1983)
 BK0088
 BK0088                         *CURRENT SURVEY CONTROL
 BK0088  ___________________________________________________________________
 BK0088* NAD 83(1986)-  30 30 29.     (N)    092 18 11.     (W)     SCALED    
 BK0088* NAVD 88     -        16.27   (+/-2cm)      53.4    (feet)  VERTCON   
 BK0088  ___________________________________________________________________
 BK0088  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0088
 BK0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0088
 BK0088.The horizontal coordinates were scaled from a topographic map and have
 BK0088.an estimated accuracy of +/- 6 seconds.
 BK0088
 BK0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0088.The vertical order pertains to the NGVD 29 superseded value.
 BK0088
 BK0088.The geoid height was determined by GEOID03.
 BK0088
 BK0088;                    North         East    Units  Estimated Accuracy
 BK0088;SPC LA S     -   222,980.      906,920.      MT  (+/- 180 meters Scaled)
 BK0088
 BK0088                          SUPERSEDED SURVEY CONTROL
 BK0088
 BK0088  NGVD 29 (??/??/??)   16.235  (m)           53.26   (f) ADJUSTED    2 0
 BK0088
 BK0088.Superseded values are not recommended for survey control.
 BK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0088.See file dsdata.txt to determine how the superseded data were derived.
 BK0088
 BK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP668752(NAD 83)
 BK0088_MARKER: DD = SURVEY DISK
 BK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0088_STAMPING: 49V22 1969
 BK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0088+STABILITY: SURFACE MOTION
 BK0088
 BK0088  HISTORY     - Date     Condition        Report By
 BK0088  HISTORY     - 1969     MONUMENTED       LADTD
 BK0088
 BK0088                          STATION DESCRIPTION
 BK0088
 BK0088'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0088'7.10 MI E FROM EUNICE.
 BK0088'ABOUT 0.25 MILE NORTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL HIGH
 BK0088'SCHOOL IN LAWTELL TO THE INTERSECTION OF LOUISIANA HIGHWAY 35 AND THE
 BK0088'WESTBOUND ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 7.10 MILES WEST
 BK0088'ALONG US HIGHWAY 190.  THENCE ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN
 BK0088'PACIFIC RAILROAD TRACK FROM THE SOUTHERN PACIFIC RAILROAD STATION IN
 BK0088'EUNICE TO ITS INTERSECTION WITH US HIGHWAY 190.  THENCE ABOUT 6.95
 BK0088'MILES EAST ALONG US HIGHWAY 190.  IN SECTION 29, T6S, R2E. 90.2 FEET
 BK0088'SOUTH OF THE CENTERLINE OF THE EASTBOUND ROADWAY OF US HIGHWAY 190,
 BK0088'63.6 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTH, 172.0
 BK0088'FEET EAST-SOUTHEAST OF A POWER POLE, 1.4 FEET NORTHEAST OF A BARBED
 BK0088'WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BK0088'THE GROUND.  THE MARK IS LOCATED 1.0 FOOT NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0089 ***********************************************************************
 BK0089  DESIGNATION -  49 V 23 LADTD
 BK0089  PID         -  BK0089
 BK0089  STATE/COUNTY-  LA/ST LANDRY
 BK0089  USGS QUAD   -  CHATAIGNIER (1983)
 BK0089
 BK0089                         *CURRENT SURVEY CONTROL
 BK0089  ___________________________________________________________________
 BK0089* NAD 83(1986)-  30 30 17.     (N)    092 20 14.     (W)     SCALED    
 BK0089* NAVD 88     -        16.70   (+/-2cm)      54.8    (feet)  VERTCON   
 BK0089  ___________________________________________________________________
 BK0089  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0089
 BK0089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0089
 BK0089.The horizontal coordinates were scaled from a topographic map and have
 BK0089.an estimated accuracy of +/- 6 seconds.
 BK0089
 BK0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0089.The vertical order pertains to the NGVD 29 superseded value.
 BK0089
 BK0089.The geoid height was determined by GEOID03.
 BK0089
 BK0089;                    North         East    Units  Estimated Accuracy
 BK0089;SPC LA S     -   222,640.      903,640.      MT  (+/- 180 meters Scaled)
 BK0089
 BK0089                          SUPERSEDED SURVEY CONTROL
 BK0089
 BK0089  NGVD 29 (??/??/??)   16.665  (m)           54.68   (f) ADJUSTED    2 0
 BK0089
 BK0089.Superseded values are not recommended for survey control.
 BK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0089.See file dsdata.txt to determine how the superseded data were derived.
 BK0089
 BK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP635749(NAD 83)
 BK0089_MARKER: DD = SURVEY DISK
 BK0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0089_STAMPING: 49V23 1969
 BK0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0089+STABILITY: SURFACE MOTION
 BK0089
 BK0089  HISTORY     - Date     Condition        Report By
 BK0089  HISTORY     - 1969     MONUMENTED       LADTD
 BK0089
 BK0089                          STATION DESCRIPTION
 BK0089
 BK0089'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0089'5.15 MI E FROM EUNICE.
 BK0089'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0089'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0089'WITH US HIGHWAY 190.  THENCE ABOUT 5.00 MILES EAST ALONG US HIGHWAY
 BK0089'190.  IN SECTION 49, T6S, R1E.  65.6 FEET SOUTH OF THE CENTERLINE OF
 BK0089'THE EASTBOUND ROADWAY OF US HIGHWAY 190, 243.7 FEET WEST-NORTHWEST OF
 BK0089'THE NORTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO CEDRIC
 BK0089'FRUGE, 28.8 FEET NORTHWEST OF A 20 INCH PINE TREE, 3.9 FEET EAST OF A
 BK0089'POWER POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 BK0089'THE GROUND.  THE MARK IS LOCATED 0.9 FOOT NORTH OF A STEEL WITNESS
 BK0089'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0491 ***********************************************************************
 BK0491  DESIGNATION -  49 V 24 LADTD
 BK0491  PID         -  BK0491
 BK0491  STATE/COUNTY-  LA/ST LANDRY
 BK0491  USGS QUAD   -  RICHARD (1983)
 BK0491
 BK0491                         *CURRENT SURVEY CONTROL
 BK0491  ___________________________________________________________________
 BK0491* NAD 83(1986)-  30 29 42.     (N)    092 21 00.     (W)     SCALED    
 BK0491* NAVD 88     -        15.31   (+/-2cm)      50.2    (feet)  VERTCON   
 BK0491  ___________________________________________________________________
 BK0491  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0491
 BK0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0491
 BK0491.The horizontal coordinates were scaled from a topographic map and have
 BK0491.an estimated accuracy of +/- 6 seconds.
 BK0491
 BK0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0491.The vertical order pertains to the NGVD 29 superseded value.
 BK0491
 BK0491.The geoid height was determined by GEOID03.
 BK0491
 BK0491;                    North         East    Units  Estimated Accuracy
 BK0491;SPC LA S     -   221,570.      902,400.      MT  (+/- 180 meters Scaled)
 BK0491
 BK0491                          SUPERSEDED SURVEY CONTROL
 BK0491
 BK0491  NGVD 29 (??/??/??)   15.272  (m)           50.10   (f) ADJUSTED    2 0
 BK0491
 BK0491.Superseded values are not recommended for survey control.
 BK0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0491.See file dsdata.txt to determine how the superseded data were derived.
 BK0491
 BK0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP623738(NAD 83)
 BK0491_MARKER: DD = SURVEY DISK
 BK0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0491_STAMPING: 49V24 1969
 BK0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0491+STABILITY: SURFACE MOTION
 BK0491
 BK0491  HISTORY     - Date     Condition        Report By
 BK0491  HISTORY     - 1969     MONUMENTED       LADTD
 BK0491
 BK0491                          STATION DESCRIPTION
 BK0491
 BK0491'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0491'3.95 MI E FROM EUNICE.
 BK0491'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0491'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0491'WITH US HIGHWAY 190.  THENCE ABOUT 3.80 MILES EAST ALONG US HIGHWAY
 BK0491'190.  IN SECTION 27, T6S, R1F.  72.5 FEET SOUTHEAST OF THE CENTERLINE
 BK0491'OF THE EASTBOUND ROADWAY OF US HIGHWAY 190, 231.6 FEET NORTH OF THE
 BK0491'NORTHEAST CORNER OF A BRICK VENEER RESIDENCE BELONGING TO EMILE
 BK0491'THIBODEAUX, 16.7 FEET NORTHWEST OF A POWER POLE, 1.4 FEET WEST OF A
 BK0491'COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 BK0491'PROJECTING 4 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.0 FOOT
 BK0491'WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0492 ***********************************************************************
 BK0492  DESIGNATION -  49 V 25 LADTD
 BK0492  PID         -  BK0492
 BK0492  STATE/COUNTY-  LA/ST LANDRY
 BK0492  USGS QUAD   -  RICHARD (1983)
 BK0492
 BK0492                         *CURRENT SURVEY CONTROL
 BK0492  ___________________________________________________________________
 BK0492* NAD 83(1986)-  30 29 44.     (N)    092 21 56.     (W)     SCALED    
 BK0492* NAVD 88     -        15.90   (+/-2cm)      52.2    (feet)  VERTCON   
 BK0492  ___________________________________________________________________
 BK0492  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0492
 BK0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0492
 BK0492.The horizontal coordinates were scaled from a topographic map and have
 BK0492.an estimated accuracy of +/- 6 seconds.
 BK0492
 BK0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0492.The vertical order pertains to the NGVD 29 superseded value.
 BK0492
 BK0492.The geoid height was determined by GEOID03.
 BK0492
 BK0492;                    North         East    Units  Estimated Accuracy
 BK0492;SPC LA S     -   221,650.      900,910.      MT  (+/- 180 meters Scaled)
 BK0492
 BK0492                          SUPERSEDED SURVEY CONTROL
 BK0492
 BK0492  NGVD 29 (??/??/??)   15.860  (m)           52.03   (f) ADJUSTED    2 0
 BK0492
 BK0492.Superseded values are not recommended for survey control.
 BK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0492.See file dsdata.txt to determine how the superseded data were derived.
 BK0492
 BK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP608738(NAD 83)
 BK0492_MARKER: DD = SURVEY DISK
 BK0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0492_STAMPING: 49V25 1969
 BK0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0492+STABILITY: SURFACE MOTION
 BK0492
 BK0492  HISTORY     - Date     Condition        Report By
 BK0492  HISTORY     - 1969     MONUMENTED       LADTD
 BK0492
 BK0492                          STATION DESCRIPTION
 BK0492
 BK0492'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0492'3.05 MI E FROM EUNICE.
 BK0492'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0492'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0492'WITH US HIGHWAY 190.  THENCE ABOUT 2.90 MILES EAST ALONG US HIGHWAY
 BK0492'190.  IN SECTION 28, T6S, R1E.  89.6 FEET NORTH OF THE CENTERLINE OF
 BK0492'THE WESTBOUND ROADWAY OF US HIGHWAY 190, 61.0 FEET EAST OF THE
 BK0492'CENTERLINE OF A GRAVEL ROAD LEADING NORTH, 108.5 FEET SOUTHEAST OF A
 BK0492'POWER POLE, 1.3 FEET SOUTHWEST OF A BARBED WIRE FENCE.  SET IN TOP OF
 BK0492'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  THE MARK IS
 BK0492'LOCATED 1.0 FOOT SOUTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0493 ***********************************************************************
 BK0493  DESIGNATION -  49 V 26 LADTD
 BK0493  PID         -  BK0493
 BK0493  STATE/COUNTY-  LA/ST LANDRY
 BK0493  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0493
 BK0493                         *CURRENT SURVEY CONTROL
 BK0493  ___________________________________________________________________
 BK0493* NAD 83(1986)-  30 29 44.     (N)    092 22 58.     (W)     SCALED    
 BK0493* NAVD 88     -        16.44   (+/-2cm)      53.9    (feet)  VERTCON   
 BK0493  ___________________________________________________________________
 BK0493  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0493
 BK0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0493
 BK0493.The horizontal coordinates were scaled from a topographic map and have
 BK0493.an estimated accuracy of +/- 6 seconds.
 BK0493
 BK0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0493.The vertical order pertains to the NGVD 29 superseded value.
 BK0493
 BK0493.The geoid height was determined by GEOID03.
 BK0493
 BK0493;                    North         East    Units  Estimated Accuracy
 BK0493;SPC LA S     -   221,660.      899,260.      MT  (+/- 180 meters Scaled)
 BK0493
 BK0493                          SUPERSEDED SURVEY CONTROL
 BK0493
 BK0493  NGVD 29 (??/??/??)   16.401  (m)           53.81   (f) ADJUSTED    2 0
 BK0493
 BK0493.Superseded values are not recommended for survey control.
 BK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0493.See file dsdata.txt to determine how the superseded data were derived.
 BK0493
 BK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP592738(NAD 83)
 BK0493_MARKER: DD = SURVEY DISK
 BK0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0493_STAMPING: 49V26 1969
 BK0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0493+STABILITY: SURFACE MOTION
 BK0493
 BK0493  HISTORY     - Date     Condition        Report By
 BK0493  HISTORY     - 1969     MONUMENTED       LADTD
 BK0493
 BK0493                          STATION DESCRIPTION
 BK0493
 BK0493'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0493'2.05 MI E FROM EUNICE.
 BK0493'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0493'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0493'WITH US HIGHWAY 190.  THENCE ABOUT 1.90 MILES EAST ALONG US HIGHWAY
 BK0493'190.  IN SECTION 32, T6S, R1E.  47.2 FEET SOUTH OF THE CENTERLINE OF
 BK0493'THE EASTBOUND ROADWAY OF US HIGHWAY 190, 158.2 FEET NORTHWEST OF THE
 BK0493'NORTHWEST CORNER OF A BRICK VENEER RESIDENCE BELONGING TO DALE SITTIG,
 BK0493'36.5 FEET NORTHEAST OF A 30 INCH OAK TREE, 31.0 FEET WEST OF THE
 BK0493'CENTERLINE OF A SHELL DRIVEWAY, 2.4 FEET NORTHWEST OF A POWER POLE,
 BK0493'0.7 FOOT NORTH OF A COMBINATION MESH AND BARBED WIRE FENCE. SET IN TOP
 BK0493'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND. THE MARK IS
 BK0493'LOCATED 1.0 FOOT EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0494 ***********************************************************************
 BK0494  DESIGNATION -  49 V 27 LADTD
 BK0494  PID         -  BK0494
 BK0494  STATE/COUNTY-  LA/ST LANDRY
 BK0494  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0494
 BK0494                         *CURRENT SURVEY CONTROL
 BK0494  ___________________________________________________________________
 BK0494* NAD 83(1986)-  30 29 43.     (N)    092 23 54.     (W)     SCALED    
 BK0494* NAVD 88     -        15.28   (+/-2cm)      50.1    (feet)  VERTCON   
 BK0494  ___________________________________________________________________
 BK0494  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0494
 BK0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0494
 BK0494.The horizontal coordinates were scaled from a topographic map and have
 BK0494.an estimated accuracy of +/- 6 seconds.
 BK0494
 BK0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0494.The vertical order pertains to the NGVD 29 superseded value.
 BK0494
 BK0494.The geoid height was determined by GEOID03.
 BK0494
 BK0494;                    North         East    Units  Estimated Accuracy
 BK0494;SPC LA S     -   221,640.      897,760.      MT  (+/- 180 meters Scaled)
 BK0494
 BK0494                          SUPERSEDED SURVEY CONTROL
 BK0494
 BK0494  NGVD 29 (??/??/??)   15.239  (m)           50.00   (f) ADJUSTED    2 0
 BK0494
 BK0494.Superseded values are not recommended for survey control.
 BK0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0494.See file dsdata.txt to determine how the superseded data were derived.
 BK0494
 BK0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP577738(NAD 83)
 BK0494_MARKER: DD = SURVEY DISK
 BK0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0494_STAMPING: 49V27 1969
 BK0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0494+STABILITY: SURFACE MOTION
 BK0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK0494+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BK0494
 BK0494  HISTORY     - Date     Condition        Report By
 BK0494  HISTORY     - 1969     MONUMENTED       LADTD
 BK0494  HISTORY     - 20040328 GOOD             USPSQD
 BK0494  HISTORY     - 20050629 GOOD             USPSQD
 BK0494
 BK0494                          STATION DESCRIPTION
 BK0494
 BK0494'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0494'1.10 MI E FROM EUNICE.
 BK0494'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0494'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0494'WITH US HIGHWAY 190.  THENCE ABOUT 0.95 MILE EAST ALONG US HIGHWAY
 BK0494'190.  IN SECTION 30, T6S, R1E.  31.2 FEET NORTH OF THE CENTERLINE OF
 BK0494'THE WESTBOUND ROADWAY OF US HIGHWAY 190, 155.9 FEET EAST OF THE
 BK0494'CENTERLINE OF SHEILA STREET, 100.2 FEET SOUTH-SOUTHEAST OF THE
 BK0494'SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO WALTER A.
 BK0494'MILLER, 90.3 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD
 BK0494'FRAME RESIDENCE BELONGING TO BERNARD STEWARD.  SET IN TOP OF A
 BK0494'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK IS
 BK0494'LOCATED 1.0 FOOT SOUTH OF A STEEL WITNESS POST.
 BK0494
 BK0494                          STATION RECOVERY (2004)
 BK0494
 BK0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK0494' 
 BK0494' 
 BK0494' 
 BK0494' 
 BK0494'RECOVERED AS DESCRIBED.
 BK0494' 
 BK0494' 
 BK0494' 
 BK0494' 
 BK0494' 
 BK0494
 BK0494                          STATION RECOVERY (2005)
 BK0494
 BK0494'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0528 ***********************************************************************
 BK0528  DESIGNATION -  49 V 28 LADTD
 BK0528  PID         -  BK0528
 BK0528  STATE/COUNTY-  LA/ST LANDRY
 BK0528  USGS QUAD   -  RICHARD (1983)
 BK0528
 BK0528                         *CURRENT SURVEY CONTROL
 BK0528  ___________________________________________________________________
 BK0528* NAD 83(1986)-  30 29 05.     (N)    092 20 15.     (W)     SCALED    
 BK0528* NAVD 88     -        15.70   (+/-2cm)      51.5    (feet)  VERTCON   
 BK0528  ___________________________________________________________________
 BK0528  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0528
 BK0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0528
 BK0528.The horizontal coordinates were scaled from a topographic map and have
 BK0528.an estimated accuracy of +/- 6 seconds.
 BK0528
 BK0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0528.The vertical order pertains to the NGVD 29 superseded value.
 BK0528
 BK0528.The geoid height was determined by GEOID03.
 BK0528
 BK0528;                    North         East    Units  Estimated Accuracy
 BK0528;SPC LA S     -   220,420.      903,590.      MT  (+/- 180 meters Scaled)
 BK0528
 BK0528                          SUPERSEDED SURVEY CONTROL
 BK0528
 BK0528  NGVD 29 (??/??/??)   15.660  (m)           51.38   (f) ADJUSTED    2 0
 BK0528
 BK0528.Superseded values are not recommended for survey control.
 BK0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0528.See file dsdata.txt to determine how the superseded data were derived.
 BK0528
 BK0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP635726(NAD 83)
 BK0528_MARKER: DD = SURVEY DISK
 BK0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0528_STAMPING: 49V28 1969
 BK0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0528+STABILITY: SURFACE MOTION
 BK0528
 BK0528  HISTORY     - Date     Condition        Report By
 BK0528  HISTORY     - 1969     MONUMENTED       LADTD
 BK0528
 BK0528                          STATION DESCRIPTION
 BK0528
 BK0528'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0528'5.30 MI SE FROM EUNICE.
 BK0528'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0528'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0528'WITH US HIGHWAY 190.  THENCE ABOUT 4.20 MILES EAST ALONG US HIGHWAY
 BK0528'190 TO THE INTERSECTION OF US HIGHWAY 190 AND LOUISIANA HIGHWAY 95.
 BK0528'THENCE ABOUT 0.95 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 95.  IN
 BK0528'SECTION 50, T6S, R1E.  71.2 FEET NORTHEAST OF THE CENTERLINE OF
 BK0528'LOUISIANA HIGHWAY 95, 123.6 FEET NORTHWEST OF THE CENTERLINE OF A
 BK0528'GRAVEL ROAD LEADING NORTHEAST, 35.9 FEET WEST OF THE NORTHWEST CORNER
 BK0528'OF A WOOD FRAME RESIDENCE BELONGING TO ALVIN MILLER, 10.4 FEET NORTH
 BK0528'OF A 6 INCH OAK TREE, 0.8 FOOT SOUTHEAST OF A CHAIN-LINK FENCE.  SET
 BK0528'IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  THE MARK IS
 BK0528'LOCATED 0.8 FOOT SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0529 ***********************************************************************
 BK0529  DESIGNATION -  49 V 29 LADTD
 BK0529  PID         -  BK0529
 BK0529  STATE/COUNTY-  LA/ST LANDRY
 BK0529  USGS QUAD   -  RICHARD (1983)
 BK0529
 BK0529                         *CURRENT SURVEY CONTROL
 BK0529  ___________________________________________________________________
 BK0529* NAD 83(1986)-  30 29 42.     (N)    092 20 34.     (W)     SCALED    
 BK0529* NAVD 88     -        15.78   (+/-2cm)      51.8    (feet)  VERTCON   
 BK0529  ___________________________________________________________________
 BK0529  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0529
 BK0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0529
 BK0529.The horizontal coordinates were scaled from a topographic map and have
 BK0529.an estimated accuracy of +/- 6 seconds.
 BK0529
 BK0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0529.The vertical order pertains to the NGVD 29 superseded value.
 BK0529
 BK0529.The geoid height was determined by GEOID03.
 BK0529
 BK0529;                    North         East    Units  Estimated Accuracy
 BK0529;SPC LA S     -   221,560.      903,090.      MT  (+/- 180 meters Scaled)
 BK0529
 BK0529                          SUPERSEDED SURVEY CONTROL
 BK0529
 BK0529  NGVD 29 (??/??/??)   15.740  (m)           51.64   (f) ADJUSTED    2 0
 BK0529
 BK0529.Superseded values are not recommended for survey control.
 BK0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0529.See file dsdata.txt to determine how the superseded data were derived.
 BK0529
 BK0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP630738(NAD 83)
 BK0529_MARKER: DD = SURVEY DISK
 BK0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0529_STAMPING: 49V29 1969
 BK0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0529+STABILITY: SURFACE MOTION
 BK0529
 BK0529  HISTORY     - Date     Condition        Report By
 BK0529  HISTORY     - 1969     MONUMENTED       LADTD
 BK0529
 BK0529                          STATION DESCRIPTION
 BK0529
 BK0529'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0529'4.35 MI E FROM EUNICE.
 BK0529'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0529'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0529'WITH US HIGHWAY 190.  THENCE ABOUT 4.20 MILES EAST ALONG US HIGHWAY
 BK0529'190.  LOCATED AT A POINT WHERE US HIGHWAY 190 AND LOUISIANA HIGHWAY 95
 BK0529'INTERSECT, 83.6 FEET SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 190,
 BK0529'65.3 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 95, 1.3
 BK0529'FEET WEST OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 BK0529'PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 0.9 FOOT
 BK0529'WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0313 ***********************************************************************
 BK0313  DESIGNATION -  49 V 3 LADTD RESET 1973
 BK0313  PID         -  BK0313
 BK0313  STATE/COUNTY-  LA/ACADIA
 BK0313  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0313
 BK0313                         *CURRENT SURVEY CONTROL
 BK0313  ___________________________________________________________________
 BK0313* NAD 83(1986)-  30 29 34.     (N)    092 27 43.     (W)     SCALED    
 BK0313* NAVD 88     -        12.66   (+/-2cm)      41.5    (feet)  VERTCON   
 BK0313  ___________________________________________________________________
 BK0313  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0313
 BK0313  VERT ORDER  -  THIRD (See Below)
 BK0313
 BK0313.The horizontal coordinates were scaled from a topographic map and have
 BK0313.an estimated accuracy of +/- 6 seconds.
 BK0313
 BK0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0313.The vertical order pertains to the NGVD 29 superseded value.
 BK0313
 BK0313.The geoid height was determined by GEOID03.
 BK0313
 BK0313;                    North         East    Units  Estimated Accuracy
 BK0313;SPC LA S     -   221,420.      891,650.      MT  (+/- 180 meters Scaled)
 BK0313
 BK0313                          SUPERSEDED SURVEY CONTROL
 BK0313
 BK0313  NGVD 29 (??/??/??)   12.62   (m)           41.4    (f) RESET       3  
 BK0313
 BK0313.Superseded values are not recommended for survey control.
 BK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0313.See file dsdata.txt to determine how the superseded data were derived.
 BK0313
 BK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP516735(NAD 83)
 BK0313_MARKER: DB = BENCH MARK DISK
 BK0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BK0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BK0313_STAMPING: 49V3 RESET 1973
 BK0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0313
 BK0313  HISTORY     - Date     Condition        Report By
 BK0313  HISTORY     - 1973     MONUMENTED       NGS
 BK0313
 BK0313                          STATION DESCRIPTION
 BK0313
 BK0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BK0313'3.0 MI W FROM EUNICE.
 BK0313'LOCATED ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BK0313'THE STATION IN EUNICE, THENCE WEST ALONG U.S. HIGHWAY 90 FOR 2.9 MILES
 BK0313'TO THE MARK ON THE LEFT.  IT IS SOUTH OF A LAKE AND ADJACENT TO THE
 BK0313'EUNICE COUNTRY CLUB AND GULF COURSE IN SEC. 34, T6S, R1W.  IT IS 131
 BK0313'FEET SOUTH OF THE CENTER OF THE NORTH LANE OF THE HIGHWAY, 141 FEET
 BK0313'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE OWNED BY WEBB HAYS, 33
 BK0313'FEET WEST OF A MAGNOLIA TREE, 61 FEET WEST OF A DRIVEWAY LEADING TO
 BK0313'THE HAYS HOUSE, 1 FOOT WEST OF A FENCE, 3 FEET SOUTH OF A FENCE CORNER
 BK0313'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A SHORT ROD TYPE MARK
 BK0313'ENCASED IN A 4 INCH ORANGEBURG PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0584 ***********************************************************************
 BK0584  DESIGNATION -  49 V 39 LADTD
 BK0584  PID         -  BK0584
 BK0584  STATE/COUNTY-  LA/ST LANDRY
 BK0584  USGS QUAD   -  CHURCH POINT (1983)
 BK0584
 BK0584                         *CURRENT SURVEY CONTROL
 BK0584  ___________________________________________________________________
 BK0584* NAD 83(1986)-  30 27 33.     (N)    092 11 35.     (W)     SCALED    
 BK0584* NAVD 88     -        16.87   (+/-2cm)      55.3    (feet)  VERTCON   
 BK0584  ___________________________________________________________________
 BK0584  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK0584
 BK0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0584
 BK0584.The horizontal coordinates were scaled from a topographic map and have
 BK0584.an estimated accuracy of +/- 6 seconds.
 BK0584
 BK0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0584.The vertical order pertains to the NGVD 29 superseded value.
 BK0584
 BK0584.The geoid height was determined by GEOID03.
 BK0584
 BK0584;                    North         East    Units  Estimated Accuracy
 BK0584;SPC LA S     -   217,470.      917,440.      MT  (+/- 180 meters Scaled)
 BK0584
 BK0584                          SUPERSEDED SURVEY CONTROL
 BK0584
 BK0584  NGVD 29 (??/??/??)   16.837  (m)           55.24   (f) ADJUSTED    2 0
 BK0584
 BK0584.Superseded values are not recommended for survey control.
 BK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0584.See file dsdata.txt to determine how the superseded data were derived.
 BK0584
 BK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP774699(NAD 83)
 BK0584_MARKER: DE = TRAVERSE STATION DISK
 BK0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0584_STAMPING: 49V39-1972
 BK0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0584+STABILITY: SURFACE MOTION
 BK0584
 BK0584  HISTORY     - Date     Condition        Report By
 BK0584  HISTORY     - 1972     MONUMENTED       LADTD
 BK0584
 BK0584                          STATION DESCRIPTION
 BK0584
 BK0584'DESCRIBED BY LA TRANSP AND DEV 1972
 BK0584'4.45 MI SE FROM LAWTELL.
 BK0584'ABOUT 3.80 MILES SOUTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL
 BK0584'HIGH SCHOOL IN LAWTELL.  THENCE EAST ABOUT 0.65 MILES ALONG LOUISIANA
 BK0584'HIGHWAY 358.  IN SECTION 61 T7S, R 3E.  81.2 FEET SOUTHWEST OF THE
 BK0584'CENTERLINE OF LOUISIANA HIGHWAY 358, 119 FEET NORTHEAST OF THE
 BK0584'NORTHEAST CORNER OF A WOOD FRAME HOUSE, RESIDENCE BELONGING TO ROY
 BK0584'HORECKY, 190.1 FEET NORTHEAST OF A 60 INCH LIVE OAK TREE AND 1.0 FEET
 BK0584'SOUTHWEST OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST SET
 BK0584'0.40 FEET ABOVE THE GROUND.  THE MARK IS LOCATED 1.1 FEET SOUTHWEST OF
 BK0584'A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0314 ***********************************************************************
 BK0314  DESIGNATION -  49 V 4 LADTD
 BK0314  PID         -  BK0314
 BK0314  STATE/COUNTY-  LA/ST LANDRY
 BK0314  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0314
 BK0314                         *CURRENT SURVEY CONTROL
 BK0314  ___________________________________________________________________
 BK0314* NAD 83(1986)-  30 29 43.     (N)    092 26 35.     (W)     SCALED    
 BK0314* NAVD 88     -        12.29   (+/-2cm)      40.3    (feet)  VERTCON   
 BK0314  ___________________________________________________________________
 BK0314  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0314
 BK0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0314
 BK0314.The horizontal coordinates were scaled from a topographic map and have
 BK0314.an estimated accuracy of +/- 6 seconds.
 BK0314
 BK0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0314.The vertical order pertains to the NGVD 29 superseded value.
 BK0314
 BK0314.The geoid height was determined by GEOID03.
 BK0314
 BK0314;                    North         East    Units  Estimated Accuracy
 BK0314;SPC LA S     -   221,680.      893,470.      MT  (+/- 180 meters Scaled)
 BK0314
 BK0314                          SUPERSEDED SURVEY CONTROL
 BK0314
 BK0314  NGVD 29 (??/??/??)   12.252  (m)           40.20   (f) ADJUSTED    2 0
 BK0314
 BK0314.Superseded values are not recommended for survey control.
 BK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0314.See file dsdata.txt to determine how the superseded data were derived.
 BK0314
 BK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP534738(NAD 83)
 BK0314_MARKER: DD = SURVEY DISK
 BK0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0314_STAMPING: 49V4 1968
 BK0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0314+STABILITY: SURFACE MOTION
 BK0314
 BK0314  HISTORY     - Date     Condition        Report By
 BK0314  HISTORY     - 1968     MONUMENTED       LADTD
 BK0314  HISTORY     - 1969     GOOD             LADTD
 BK0314  HISTORY     - 1981     MARK NOT FOUND   USGS
 BK0314
 BK0314                          STATION DESCRIPTION
 BK0314
 BK0314'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0314'1.85 MI W FROM EUNICE.
 BK0314'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0314'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0314'WITH US HIGHWAY 190.  THENCE ABOUT 1.70 MILES WEST ALONG US HIGHWAY
 BK0314'190.  IN SECTION 26, T6S, R1W.  103.7 FEET NORTH-NORTHWEST OF THE
 BK0314'CENTERLINE OF US HIGHWAY 190, 99.6 FEET WEST OF THE SOUTHWEST CORNER
 BK0314'OF A WOOD FRAME RESIDENCE WITH ASBESTOS SIDING BELONGING TO JOHN
 BK0314'DELAY, 152.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD
 BK0314'FRAME SHEET METAL BUILDING, 256.0 FEET NORTH OF THE NORTHWEST CORNER
 BK0314'OF A BRICK COMBINATION SERVICE STATION AND RESTAURANT BUILDING, 1.0
 BK0314'FOOT WEST OF A WOOD FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 3
 BK0314'INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 0.9 FOOT SOUTHWEST OF A
 BK0314'STEEL WITNESS POST.
 BK0314
 BK0314                          STATION RECOVERY (1981)
 BK0314
 BK0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BK0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0585 ***********************************************************************
 BK0585  DESIGNATION -  49 V 40 LADTD
 BK0585  PID         -  BK0585
 BK0585  STATE/COUNTY-  LA/ST LANDRY
 BK0585  USGS QUAD   -  CHURCH POINT (1983)
 BK0585
 BK0585                         *CURRENT SURVEY CONTROL
 BK0585  ___________________________________________________________________
 BK0585* NAD 83(1986)-  30 27 19.     (N)    092 10 47.     (W)     SCALED    
 BK0585* NAVD 88     -        15.21   (+/-2cm)      49.9    (feet)  VERTCON   
 BK0585  ___________________________________________________________________
 BK0585  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK0585
 BK0585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0585
 BK0585.The horizontal coordinates were scaled from a topographic map and have
 BK0585.an estimated accuracy of +/- 6 seconds.
 BK0585
 BK0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0585.The vertical order pertains to the NGVD 29 superseded value.
 BK0585
 BK0585.The geoid height was determined by GEOID03.
 BK0585
 BK0585;                    North         East    Units  Estimated Accuracy
 BK0585;SPC LA S     -   217,030.      918,720.      MT  (+/- 180 meters Scaled)
 BK0585
 BK0585                          SUPERSEDED SURVEY CONTROL
 BK0585
 BK0585  NGVD 29 (??/??/??)   15.173  (m)           49.78   (f) ADJUSTED    2 0
 BK0585
 BK0585.Superseded values are not recommended for survey control.
 BK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0585.See file dsdata.txt to determine how the superseded data were derived.
 BK0585
 BK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP787695(NAD 83)
 BK0585_MARKER: DE = TRAVERSE STATION DISK
 BK0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0585_STAMPING: 49V40 - 1972
 BK0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0585+STABILITY: SURFACE MOTION
 BK0585
 BK0585  HISTORY     - Date     Condition        Report By
 BK0585  HISTORY     - 1972     MONUMENTED       LADTD
 BK0585
 BK0585                          STATION DESCRIPTION
 BK0585
 BK0585'DESCRIBED BY LA TRANSP AND DEV 1972
 BK0585'5.4 MI SE FROM LAWTELL.
 BK0585'ABOUT 3.80 MILES SOUTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL
 BK0585'HIGH SCHOOL IN LAWTELL, THENCE EAST ABOUT 1.60 MILES ALONG LOUISIANA
 BK0585'HIGHWAY 358, IN SECTION 8, T7S, R3E, 79.4 FEET NORTH OF THE CENTERLINE
 BK0585'OF LOUISIANA HIGHWAY 358, 14.4 FEET NORTHEAST OF A 30 INCH CEDAR TREE
 BK0585'21.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF WOOD FRAME RESIDENCE
 BK0585'BELONGING TO LOUIS CORMIER, 1.0 FEET WEST OF A CHAIN LINK FENCE. SET
 BK0585'IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  THE MARK IS
 BK0585'LOCATED 1.2 FEET WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0586 ***********************************************************************
 BK0586  DESIGNATION -  49 V 41 LADTD
 BK0586  PID         -  BK0586
 BK0586  STATE/COUNTY-  LA/ST LANDRY
 BK0586  USGS QUAD   -  CHURCH POINT (1983)
 BK0586
 BK0586                         *CURRENT SURVEY CONTROL
 BK0586  ___________________________________________________________________
 BK0586* NAD 83(1986)-  30 27 19.     (N)    092 09 43.     (W)     SCALED    
 BK0586* NAVD 88     -        16.59   (+/-2cm)      54.4    (feet)  VERTCON   
 BK0586  ___________________________________________________________________
 BK0586  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK0586
 BK0586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0586
 BK0586.The horizontal coordinates were scaled from a topographic map and have
 BK0586.an estimated accuracy of +/- 6 seconds.
 BK0586
 BK0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0586.The vertical order pertains to the NGVD 29 superseded value.
 BK0586
 BK0586.The geoid height was determined by GEOID03.
 BK0586
 BK0586;                    North         East    Units  Estimated Accuracy
 BK0586;SPC LA S     -   217,020.      920,420.      MT  (+/- 180 meters Scaled)
 BK0586
 BK0586                          SUPERSEDED SURVEY CONTROL
 BK0586
 BK0586  NGVD 29 (??/??/??)   16.554  (m)           54.31   (f) ADJUSTED    2 0
 BK0586
 BK0586.Superseded values are not recommended for survey control.
 BK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0586.See file dsdata.txt to determine how the superseded data were derived.
 BK0586
 BK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP804695(NAD 83)
 BK0586_MARKER: DE = TRAVERSE STATION DISK
 BK0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0586_STAMPING: 49V41-1972
 BK0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0586+STABILITY: SURFACE MOTION
 BK0586
 BK0586  HISTORY     - Date     Condition        Report By
 BK0586  HISTORY     - 1972     MONUMENTED       LADTD
 BK0586
 BK0586                          STATION DESCRIPTION
 BK0586
 BK0586'DESCRIBED BY LA TRANSP AND DEV 1972
 BK0586'6.45 MI SE FROM LAWTELL.
 BK0586'ABOUT 3.80 MILES SOUTH ALONG LOUISIANA HIGHWAY 35 FROM THE LAWTELL
 BK0586'HIGH SCHOOL IN LAWTELL.  THENCE EAST ABOUT 2.65 MILES ALONG LOUISIANA
 BK0586'HIGHWAY 358, IN SECTION 9 - T7S - R3E.  81.5 FEET NORTH OF THE
 BK0586'INTERSECTION OF TEXAS AND PACIFIC R.R. TRACK AND CENTERLINE OF
 BK0586'LOUISIANA HIGHWAY 358.  36.5 FEET WEST OF THE NORTHWEST RAIL OF THE
 BK0586'TEXAS AND PACIFIC R.R. TRACK - 107.5 FEET EAST OF THE SOUTH EAST
 BK0586'CORNER OF A WOOD FRAME RESIDENCE.  0.50 FEET EAST OF A BARBED WIRE
 BK0586'FENCE.  SET IN TOP OF A CONCRETE POST SET 0.30 FEET ABOVE THE GROUND.
 BK0586'THE MARK IS LOCATED 1.1 FEET NORTH OF A STEEL WITNESS POST ABOUT 0.15
 BK0586'MILES WEST ALONG LOUISIANA HIGHWAY 358 FROM INTERSECTION OF LOUISIANA
 BK0586'HIGHWAY 357.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0587 ***********************************************************************
 BK0587  DESIGNATION -  49 V 42 LADTD
 BK0587  PID         -  BK0587
 BK0587  STATE/COUNTY-  LA/ST LANDRY
 BK0587  USGS QUAD   -  CHURCH POINT (1983)
 BK0587
 BK0587                         *CURRENT SURVEY CONTROL
 BK0587  ___________________________________________________________________
 BK0587* NAD 83(1986)-  30 27 06.     (N)    092 08 43.     (W)     SCALED    
 BK0587* NAVD 88     -        16.07   (+/-2cm)      52.7    (feet)  VERTCON   
 BK0587  ___________________________________________________________________
 BK0587  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK0587
 BK0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0587
 BK0587.The horizontal coordinates were scaled from a topographic map and have
 BK0587.an estimated accuracy of +/- 6 seconds.
 BK0587
 BK0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0587.The vertical order pertains to the NGVD 29 superseded value.
 BK0587
 BK0587.The geoid height was determined by GEOID03.
 BK0587
 BK0587;                    North         East    Units  Estimated Accuracy
 BK0587;SPC LA S     -   216,610.      922,020.      MT  (+/- 180 meters Scaled)
 BK0587
 BK0587                          SUPERSEDED SURVEY CONTROL
 BK0587
 BK0587  NGVD 29 (??/??/??)   16.031  (m)           52.59   (f) ADJUSTED    2 0
 BK0587
 BK0587.Superseded values are not recommended for survey control.
 BK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0587.See file dsdata.txt to determine how the superseded data were derived.
 BK0587
 BK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP820691(NAD 83)
 BK0587_MARKER: DE = TRAVERSE STATION DISK
 BK0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0587_STAMPING: 49V42 - 1972
 BK0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0587+STABILITY: SURFACE MOTION
 BK0587
 BK0587  HISTORY     - Date     Condition        Report By
 BK0587  HISTORY     - 1972     MONUMENTED       LADTD
 BK0587
 BK0587                          STATION DESCRIPTION
 BK0587
 BK0587'DESCRIBED BY LA TRANSP AND DEV 1972
 BK0587'6.65 MI NW FROM SUNSET.
 BK0587'FROM POST OFFICE IN SUNSET ABOUT 4.0 MILES NORTHWEST ALONG LOUISIANA
 BK0587'HIGHWAY 182.  THENCE ABOUT 2.65 MILES WEST ALONG LOUISIANA HIGHWAY
 BK0587'358, IN SECTION 10 T7S R3E, 100.0 FEET NORTH OF THE CENTERLINE OF
 BK0587'LOUISIANA HIGHWAY 358, 156.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BK0587'A BRICK RESIDENCE BELONGING TO RAYMOND SEMAR.  205.2 FEET SOUTHEAST OF
 BK0587'THE SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE, 1.0 FEET EAST OF A
 BK0587'MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST. SET FLUSH
 BK0587'WITH THE GROUND.  THE MARKER IS LOCATED 1.0 FEET NORTH OF A STEEL
 BK0587'WITNESS POST ABOUT 0.85 MILES EAST OF THE INTERSECTION OF LOUISIANA
 BK0587'HIGHWAY 358 AND LOUISIANA HIGHWAY 357, ALONG LA. 358.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0588 ***********************************************************************
 BK0588  DESIGNATION -  49 V 43 LADTD
 BK0588  PID         -  BK0588
 BK0588  STATE/COUNTY-  LA/ST LANDRY
 BK0588  USGS QUAD   -  CHURCH POINT (1983)
 BK0588
 BK0588                         *CURRENT SURVEY CONTROL
 BK0588  ___________________________________________________________________
 BK0588* NAD 83(1986)-  30 27 06.     (N)    092 07 32.     (W)     SCALED    
 BK0588* NAVD 88     -        16.87   (+/-2cm)      55.3    (feet)  VERTCON   
 BK0588  ___________________________________________________________________
 BK0588  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK0588
 BK0588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0588
 BK0588.The horizontal coordinates were scaled from a topographic map and have
 BK0588.an estimated accuracy of +/- 6 seconds.
 BK0588
 BK0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0588.The vertical order pertains to the NGVD 29 superseded value.
 BK0588
 BK0588.The geoid height was determined by GEOID03.
 BK0588
 BK0588;                    North         East    Units  Estimated Accuracy
 BK0588;SPC LA S     -   216,600.      923,910.      MT  (+/- 180 meters Scaled)
 BK0588
 BK0588                          SUPERSEDED SURVEY CONTROL
 BK0588
 BK0588  NGVD 29 (??/??/??)   16.833  (m)           55.23   (f) ADJUSTED    2 0
 BK0588
 BK0588.Superseded values are not recommended for survey control.
 BK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0588.See file dsdata.txt to determine how the superseded data were derived.
 BK0588
 BK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP839691(NAD 83)
 BK0588_MARKER: DE = TRAVERSE STATION DISK
 BK0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0588_STAMPING: 49V43 - 1972
 BK0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0588+STABILITY: SURFACE MOTION
 BK0588
 BK0588  HISTORY     - Date     Condition        Report By
 BK0588  HISTORY     - 1972     MONUMENTED       LADTD
 BK0588
 BK0588                          STATION DESCRIPTION
 BK0588
 BK0588'DESCRIBED BY LA TRANSP AND DEV 1972
 BK0588'5.35 MI NW FROM SUNSET.
 BK0588'FROM POST OFFICE IN SUNSET ABOUT 4.0 MILES NORTHWEST ALONG LOUISIANA
 BK0588'HIGHWAY 182, THENCE ABOUT 1.35 MILES WEST ALONG LOUISIANA HIGHWAY 358,
 BK0588'IN SECTION 11 T7S, R3E ABOUT 2.10 MILES EAST ALONG HIGHWAY 358 AND
 BK0588'NORTH OF INTERSECTION OF A PARISH ROAD, 108.5 FEET NORTH OF THE
 BK0588'CENTERLINE OF LOUISIANA HIGHWAY 358 AND INTERSECTION OF A PARISH ROAD
 BK0588'149 FEET WEST OF A 30 INCH PIN OAK TREE, 1.2 FEET EAST OF A MESH AND
 BK0588'BARBED WIRE FENCE PROPERTY LINE.  SET IN TOP OF A CONCRETE POST.  SET
 BK0588'4 INCHES ABOVE THE GROUND, 1.0 FEET NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0589 ***********************************************************************
 BK0589  DESIGNATION -  49 V 44 LADTD
 BK0589  PID         -  BK0589
 BK0589  STATE/COUNTY-  LA/ST LANDRY
 BK0589  USGS QUAD   -  SUNSET (1983)
 BK0589
 BK0589                         *CURRENT SURVEY CONTROL
 BK0589  ___________________________________________________________________
 BK0589* NAD 83(1986)-  30 26 57.     (N)    092 06 40.     (W)     SCALED    
 BK0589* NAVD 88     -        15.67   (+/-2cm)      51.4    (feet)  VERTCON   
 BK0589  ___________________________________________________________________
 BK0589  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK0589
 BK0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0589
 BK0589.The horizontal coordinates were scaled from a topographic map and have
 BK0589.an estimated accuracy of +/- 6 seconds.
 BK0589
 BK0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0589.The vertical order pertains to the NGVD 29 superseded value.
 BK0589
 BK0589.The geoid height was determined by GEOID03.
 BK0589
 BK0589;                    North         East    Units  Estimated Accuracy
 BK0589;SPC LA S     -   216,310.      925,300.      MT  (+/- 180 meters Scaled)
 BK0589
 BK0589                          SUPERSEDED SURVEY CONTROL
 BK0589
 BK0589  NGVD 29 (??/??/??)   15.629  (m)           51.28   (f) ADJUSTED    2 0
 BK0589
 BK0589.Superseded values are not recommended for survey control.
 BK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0589.See file dsdata.txt to determine how the superseded data were derived.
 BK0589
 BK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP853688(NAD 83)
 BK0589_MARKER: DE = TRAVERSE STATION DISK
 BK0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0589_STAMPING: 49V44 - 1972
 BK0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0589+STABILITY: SURFACE MOTION
 BK0589
 BK0589  HISTORY     - Date     Condition        Report By
 BK0589  HISTORY     - 1972     MONUMENTED       LADTD
 BK0589  HISTORY     - 1973     GOOD             LADTD
 BK0589
 BK0589                          STATION DESCRIPTION
 BK0589
 BK0589'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0589'4.5 MI NW FROM SUNSET.
 BK0589'FROM POST OFFICE IN SUNSET ABOUT 4.0 MILES NORTHWEST ALONG LOUISIANA
 BK0589'HIGHWAY 182, THENCE ABOUT 0.50 MILES WEST ALONG LOUISIANA HIGHWAY 358,
 BK0589'IN SECTION 46, T7S, R3E, 100.0 FEET NORTH OF THE CENTERLINE OF
 BK0589'LOUISIANA HIGHWAY 358, 221 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BK0589'BRICK RESIDENCE BELONGING TO A.B. SAVOIE, 0.5 FEET EAST OF A MESH AND
 BK0589'BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 BK0589'GROUND, 1.0 FEET NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0315 ***********************************************************************
 BK0315  DESIGNATION -  49 V 5 LADTD
 BK0315  PID         -  BK0315
 BK0315  STATE/COUNTY-  LA/ST LANDRY
 BK0315  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0315
 BK0315                         *CURRENT SURVEY CONTROL
 BK0315  ___________________________________________________________________
 BK0315* NAD 83(1986)-  30 29 41.     (N)    092 25 43.     (W)     SCALED    
 BK0315* NAVD 88     -        13.64   (+/-2cm)      44.8    (feet)  VERTCON   
 BK0315  ___________________________________________________________________
 BK0315  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0315
 BK0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0315
 BK0315.The horizontal coordinates were scaled from a topographic map and have
 BK0315.an estimated accuracy of +/- 6 seconds.
 BK0315
 BK0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0315.The vertical order pertains to the NGVD 29 superseded value.
 BK0315
 BK0315.The geoid height was determined by GEOID03.
 BK0315
 BK0315;                    North         East    Units  Estimated Accuracy
 BK0315;SPC LA S     -   221,610.      894,850.      MT  (+/- 180 meters Scaled)
 BK0315
 BK0315                          SUPERSEDED SURVEY CONTROL
 BK0315
 BK0315  NGVD 29 (??/??/??)   13.600  (m)           44.62   (f) ADJUSTED    2 0
 BK0315
 BK0315.Superseded values are not recommended for survey control.
 BK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0315.See file dsdata.txt to determine how the superseded data were derived.
 BK0315
 BK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP548737(NAD 83)
 BK0315_MARKER: DD = SURVEY DISK
 BK0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0315_SP_SET: CULVERT
 BK0315_STAMPING: 49V5 1968
 BK0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0315
 BK0315  HISTORY     - Date     Condition        Report By
 BK0315  HISTORY     - 1968     MONUMENTED       LADTD
 BK0315  HISTORY     - 1969     GOOD             LADTD
 BK0315
 BK0315                          STATION DESCRIPTION
 BK0315
 BK0315'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0315'0.95 MI W FROM EUNICE.
 BK0315'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0315'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0315'WITH US HIGHWAY 190.  THENCE ABOUT 0.80 MILE WEST ALONG US HIGHWAY
 BK0315'190.  IN SECTION 36, T6S, R1W.  LOCATED IN THE NORTHWEST CORNER OF THE
 BK0315'ST. PAUL CEMETERY ALONG A ROW OF PINE TREES.  102.5 FEET SOUTH OF THE
 BK0315'CENTERLINE OF US HIGHWAY 190, 277.0 FEET WEST OF THE CENTERLINE OF
 BK0315'12TH STREET, 205.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BK0315'COMBINATION SERVICE STATION AND RESTAURANT BUILDING, 192.6 FEET
 BK0315'SOUTHEAST OF THE SOUTHEAST CORNER OF A HEADWALL ON THE SOUTH END OF A
 BK0315'BOX CULVERT UNDER US HIGHWAY 190.  SET IN TOP OF A CONCRETE POST
 BK0315'PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 0.9 FOOT
 BK0315'NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2582 ***********************************************************************
 BJ2582  DESIGNATION -  49 V 55 LADH
 BJ2582  PID         -  BJ2582
 BJ2582  STATE/COUNTY-  LA/ST LANDRY
 BJ2582  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2582
 BJ2582                         *CURRENT SURVEY CONTROL
 BJ2582  ___________________________________________________________________
 BJ2582* NAD 83(1986)-  30 28 20.     (N)    091 57 52.     (W)     SCALED    
 BJ2582* NAVD 88     -         8.91   (+/-2cm)      29.2    (feet)  VERTCON   
 BJ2582  ___________________________________________________________________
 BJ2582  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2582
 BJ2582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2582
 BJ2582.The horizontal coordinates were scaled from a topographic map and have
 BJ2582.an estimated accuracy of +/- 6 seconds.
 BJ2582
 BJ2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2582.The vertical order pertains to the NGVD 29 superseded value.
 BJ2582
 BJ2582.The geoid height was determined by GEOID03.
 BJ2582
 BJ2582;                    North         East    Units  Estimated Accuracy
 BJ2582;SPC LA S     -   218,780.      939,400.      MT  (+/- 180 meters Scaled)
 BJ2582
 BJ2582                          SUPERSEDED SURVEY CONTROL
 BJ2582
 BJ2582  NGVD 29 (??/??/??)    8.889  (m)           29.16   (f) ADJUSTED    2 0
 BJ2582
 BJ2582.Superseded values are not recommended for survey control.
 BJ2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2582.See file dsdata.txt to determine how the superseded data were derived.
 BJ2582
 BJ2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP994715(NAD 83)
 BJ2582_MARKER: DD = SURVEY DISK
 BJ2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2582_STAMPING: 49V55 - 1973
 BJ2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2582+STABILITY: SURFACE MOTION
 BJ2582
 BJ2582  HISTORY     - Date     Condition        Report By
 BJ2582  HISTORY     - 1973     MONUMENTED       LADH
 BJ2582
 BJ2582                          STATION DESCRIPTION
 BJ2582
 BJ2582'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BJ2582'1.05 MI SE FROM LEONVILLE.
 BJ2582'ABOUT 1.05 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 31, FROM THE BRIDGE
 BJ2582'OVER BAYOU TECHE AT LEONVILLE, 100 FEET NORTH OF THE CENTERLINE OF
 BJ2582'LOUISIANA HIGHWAY 31, 142.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BJ2582'A WOOD FRAME RESIDENCE BELONGING TO HAROLD MORROW, 155 FEET WEST OF
 BJ2582'THE SOUTHWEST CORNER OF A WOOD FRAME BARN, 1.2 FEET NORTH OF A STEEL
 BJ2582'WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 BJ2582'SECTION 10, T 7 S, R 5 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2584 ***********************************************************************
 BJ2584  DESIGNATION -  49 V 56 LADH
 BJ2584  PID         -  BJ2584
 BJ2584  STATE/COUNTY-  LA/ST LANDRY
 BJ2584  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2584
 BJ2584                         *CURRENT SURVEY CONTROL
 BJ2584  ___________________________________________________________________
 BJ2584* NAD 83(1986)-  30 28 31.     (N)    091 58 44.     (W)     SCALED    
 BJ2584* NAVD 88     -         9.15   (+/-2cm)      30.0    (feet)  VERTCON   
 BJ2584  ___________________________________________________________________
 BJ2584  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2584
 BJ2584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2584
 BJ2584.The horizontal coordinates were scaled from a topographic map and have
 BJ2584.an estimated accuracy of +/- 6 seconds.
 BJ2584
 BJ2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2584.The vertical order pertains to the NGVD 29 superseded value.
 BJ2584
 BJ2584.The geoid height was determined by GEOID03.
 BJ2584
 BJ2584;                    North         East    Units  Estimated Accuracy
 BJ2584;SPC LA S     -   219,130.      938,020.      MT  (+/- 180 meters Scaled)
 BJ2584
 BJ2584                          SUPERSEDED SURVEY CONTROL
 BJ2584
 BJ2584  NGVD 29 (??/??/??)    9.121  (m)           29.92   (f) ADJUSTED    2 0
 BJ2584
 BJ2584.Superseded values are not recommended for survey control.
 BJ2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2584.See file dsdata.txt to determine how the superseded data were derived.
 BJ2584
 BJ2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP980718(NAD 83)
 BJ2584_MARKER: DD = SURVEY DISK
 BJ2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2584_STAMPING: 49V56 - 1973
 BJ2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2584+STABILITY: SURFACE MOTION
 BJ2584
 BJ2584  HISTORY     - Date     Condition        Report By
 BJ2584  HISTORY     - 1973     MONUMENTED       LADH
 BJ2584
 BJ2584                          STATION DESCRIPTION
 BJ2584
 BJ2584'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BJ2584'0.10 MI SE FROM LEONVILLE.
 BJ2584'ABOUT 0.10 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 31, FROM THE BRIDGE
 BJ2584'OVER BAYOU TECHE AT LEONVILLE, 118 FEET NORTH OF THE CENTERLINE OF
 BJ2584'LOUISIANA HIGHWAY 31, 26.6 FEET WEST OF THE SOUTHEAST CORNER OF
 BJ2584'LEONVILLE HIGH SCHOOL, 3.7 FEET SOUTH OF THE LEONVILLE HIGH SCHOOL,
 BJ2584'3.4 FEET SOUTH OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE
 BJ2584'POST FLUSH WITH THE GROUND.  SECTION 15, T 7S, R 5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2586 ***********************************************************************
 BJ2586  DESIGNATION -  49 V 57 LADH
 BJ2586  PID         -  BJ2586
 BJ2586  STATE/COUNTY-  LA/ST LANDRY
 BJ2586  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2586
 BJ2586                         *CURRENT SURVEY CONTROL
 BJ2586  ___________________________________________________________________
 BJ2586* NAD 83(1986)-  30 27 54.     (N)    091 59 27.     (W)     SCALED    
 BJ2586* NAVD 88     -         8.95   (+/-2cm)      29.4    (feet)  VERTCON   
 BJ2586  ___________________________________________________________________
 BJ2586  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2586
 BJ2586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2586
 BJ2586.The horizontal coordinates were scaled from a topographic map and have
 BJ2586.an estimated accuracy of +/- 6 seconds.
 BJ2586
 BJ2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2586.The vertical order pertains to the NGVD 29 superseded value.
 BJ2586
 BJ2586.The geoid height was determined by GEOID03.
 BJ2586
 BJ2586;                    North         East    Units  Estimated Accuracy
 BJ2586;SPC LA S     -   217,990.      936,860.      MT  (+/- 180 meters Scaled)
 BJ2586
 BJ2586                          SUPERSEDED SURVEY CONTROL
 BJ2586
 BJ2586  NGVD 29 (??/??/??)    8.925  (m)           29.28   (f) ADJUSTED    2 0
 BJ2586
 BJ2586.Superseded values are not recommended for survey control.
 BJ2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2586.See file dsdata.txt to determine how the superseded data were derived.
 BJ2586
 BJ2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP968707(NAD 83)
 BJ2586_MARKER: DD = SURVEY DISK
 BJ2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2586_STAMPING: 49V57 - 1973
 BJ2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2586+STABILITY: SURFACE MOTION
 BJ2586
 BJ2586  HISTORY     - Date     Condition        Report By
 BJ2586  HISTORY     - 1973     MONUMENTED       LADH
 BJ2586
 BJ2586                          STATION DESCRIPTION
 BJ2586
 BJ2586'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BJ2586'0.95 MI NW FROM LEONVILLE.
 BJ2586'FROM THE BRIDGE IN LEONVILLE OVER BAYOU TECHE.  THENCE ABOUT 0.95
 BJ2586'MILES NORTHWEST ALONG LOUISIANA HIGHWAY 31, 70.8 FEET SOUTH OF THE
 BJ2586'CENTERLINE OF LOUISIANA HIGHWAY 31, 3.0 FEET NORTHWEST FROM THE
 BJ2586'NORTHWEST CORNER OF ST. CATHERINES CHURCH, 6.7 FEET EAST OF A MESH AND
 BJ2586'B/W FENCE, 3.5 FEET SOUTHWEST OF A STEEL WITNESS POST.  DISK IN THE
 BJ2586'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 23, T 7S, R 5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2000 ***********************************************************************
 BK2000  DESIGNATION -  49 V 58 LADTD
 BK2000  PID         -  BK2000
 BK2000  STATE/COUNTY-  LA/ST LANDRY
 BK2000  USGS QUAD   -  SUNSET (1983)
 BK2000
 BK2000                         *CURRENT SURVEY CONTROL
 BK2000  ___________________________________________________________________
 BK2000* NAD 83(1986)-  30 27 50.     (N)    092 00 24.     (W)     SCALED    
 BK2000* NAVD 88     -         9.19   (+/-2cm)      30.2    (feet)  VERTCON   
 BK2000  ___________________________________________________________________
 BK2000  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2000
 BK2000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2000
 BK2000.The horizontal coordinates were scaled from a topographic map and have
 BK2000.an estimated accuracy of +/- 6 seconds.
 BK2000
 BK2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2000.The vertical order pertains to the NGVD 29 superseded value.
 BK2000
 BK2000.The geoid height was determined by GEOID03.
 BK2000
 BK2000;                    North         East    Units  Estimated Accuracy
 BK2000;SPC LA S     -   217,880.      935,340.      MT  (+/- 180 meters Scaled)
 BK2000
 BK2000                          SUPERSEDED SURVEY CONTROL
 BK2000
 BK2000  NGVD 29 (??/??/??)    9.160  (m)           30.05   (f) ADJUSTED    2 0
 BK2000
 BK2000.Superseded values are not recommended for survey control.
 BK2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2000.See file dsdata.txt to determine how the superseded data were derived.
 BK2000
 BK2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP953706(NAD 83)
 BK2000_MARKER: DD = SURVEY DISK
 BK2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2000_STAMPING: 49V58 - 1973
 BK2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2000+STABILITY: SURFACE MOTION
 BK2000
 BK2000  HISTORY     - Date     Condition        Report By
 BK2000  HISTORY     - 1973     MONUMENTED       LADTD
 BK2000
 BK2000                          STATION DESCRIPTION
 BK2000
 BK2000'DESCRIBED BY LA TRANSP AND DEV 1973
 BK2000'2.10 MI NW FROM LEONVILLE.
 BK2000'FROM THE BRIDGE IN LEONVILLE OVER BAYOU TECHE.  THENCE ABOUT 2.10
 BK2000'MILES NORTHWEST ALONG LOUISIANA HIGHWAY 31, 111 FEET NORTH OF THE
 BK2000'CENTERLINE OF LOUISIANA HIGHWAY 31, 38.1 FEET SOUTHEAST FROM THE
 BK2000'SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO JOHN LEGER,
 BK2000'1.1 FEET NORTHWEST OF A CHAIN LINK FENCE, 1.2 FEET NORTH OF A STEEL
 BK2000'WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BK2000'GROUND.  SECTION 142, T 7S, R 4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2001 ***********************************************************************
 BK2001  DESIGNATION -  49 V 59 LADTD
 BK2001  PID         -  BK2001
 BK2001  STATE/COUNTY-  LA/ST LANDRY
 BK2001  USGS QUAD   -  SUNSET (1983)
 BK2001
 BK2001                         *CURRENT SURVEY CONTROL
 BK2001  ___________________________________________________________________
 BK2001* NAD 83(1986)-  30 28 21.     (N)    092 01 12.     (W)     SCALED    
 BK2001* NAVD 88     -         9.18   (+/-2cm)      30.1    (feet)  VERTCON   
 BK2001  ___________________________________________________________________
 BK2001  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2001
 BK2001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2001
 BK2001.The horizontal coordinates were scaled from a topographic map and have
 BK2001.an estimated accuracy of +/- 6 seconds.
 BK2001
 BK2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2001.The vertical order pertains to the NGVD 29 superseded value.
 BK2001
 BK2001.The geoid height was determined by GEOID03.
 BK2001
 BK2001;                    North         East    Units  Estimated Accuracy
 BK2001;SPC LA S     -   218,840.      934,070.      MT  (+/- 180 meters Scaled)
 BK2001
 BK2001                          SUPERSEDED SURVEY CONTROL
 BK2001
 BK2001  NGVD 29 (??/??/??)    9.142  (m)           29.99   (f) ADJUSTED    2 0
 BK2001
 BK2001.Superseded values are not recommended for survey control.
 BK2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2001.See file dsdata.txt to determine how the superseded data were derived.
 BK2001
 BK2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP940715(NAD 83)
 BK2001_MARKER: DD = SURVEY DISK
 BK2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2001_STAMPING: 49V59 - 1973
 BK2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2001+STABILITY: SURFACE MOTION
 BK2001
 BK2001  HISTORY     - Date     Condition        Report By
 BK2001  HISTORY     - 1973     MONUMENTED       LADTD
 BK2001
 BK2001                          STATION DESCRIPTION
 BK2001
 BK2001'DESCRIBED BY LA TRANSP AND DEV 1973
 BK2001'3.20 MI NW FROM LEONVILLE.
 BK2001'FROM THE BRIDGE IN LEONVILLE OVER BAYOU TECHE.  THENCE ABOUT 3.20
 BK2001'MILES NORTHWEST ALONG LOUISIANA HIGHWAY 31, 67.7 FEET SOUTHWEST OF THE
 BK2001'CENTERLINE OF LOUISIANA HIGHWAY 31, 54.2 FEET SOUTHEAST OF THE
 BK2001'SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO YVES LANCLOS,
 BK2001'1.1 FEET SOUTHEAST OF A CHAIN LINK FENCE, 0.5 FEET SOUTHEAST OF A
 BK2001'STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BK2001'GROUND.  SECTION 144, T 7S, R 4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0316 ***********************************************************************
 BK0316  DESIGNATION -  49 V 6
 BK0316  PID         -  BK0316
 BK0316  STATE/COUNTY-  LA/ST LANDRY
 BK0316  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0316
 BK0316                         *CURRENT SURVEY CONTROL
 BK0316  ___________________________________________________________________
 BK0316* NAD 83(1986)-  30 29 06.     (N)    092 24 50.     (W)     SCALED    
 BK0316* NAVD 88     -        12.59   (+/-2cm)      41.3    (feet)  VERTCON   
 BK0316  ___________________________________________________________________
 BK0316  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0316
 BK0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0316
 BK0316.The horizontal coordinates were scaled from a topographic map and have
 BK0316.an estimated accuracy of +/- 6 seconds.
 BK0316
 BK0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0316.The vertical order pertains to the NGVD 29 superseded value.
 BK0316
 BK0316.The geoid height was determined by GEOID03.
 BK0316
 BK0316;                    North         East    Units  Estimated Accuracy
 BK0316;SPC LA S     -   220,520.      896,260.      MT  (+/- 180 meters Scaled)
 BK0316
 BK0316                          SUPERSEDED SURVEY CONTROL
 BK0316
 BK0316  NGVD 29 (??/??/??)   12.546  (m)           41.16   (f) ADJUSTED    2 0
 BK0316
 BK0316.Superseded values are not recommended for survey control.
 BK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0316.See file dsdata.txt to determine how the superseded data were derived.
 BK0316
 BK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP562726(NAD 83)
 BK0316_MARKER: DD = SURVEY DISK
 BK0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK0316_SP_SET: BRIDGE WALKWAY
 BK0316_STAMPING: 49V6 1968
 BK0316_MARK LOGO: LADTD 
 BK0316_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0316
 BK0316  HISTORY     - Date     Condition        Report By
 BK0316  HISTORY     - 1968     MONUMENTED       LADTD
 BK0316  HISTORY     - 1969     GOOD             LADTD
 BK0316  HISTORY     - 19861231 GOOD             LADTD
 BK0316
 BK0316                          STATION DESCRIPTION
 BK0316
 BK0316'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0316'0.70 MI S FROM EUNICE.
 BK0316'ABOUT 0.40 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0316'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0316'WITH LOUISIANA HIGHWAY 13.  THENCE ABOUT 0.30 MILE SOUTH ALONG
 BK0316'LOUISIANA HIGHWAY 13.  IN SECTION 31, T6S, R1E.  LOCATED IN THE CENTER
 BK0316'OF THE SIDEWALK ON THE WEST SIDE OF A CONCRETE BRIDGE OVER A DRAINAGE
 BK0316'CANAL ON LOUISIANA HIGHWAY 13, 31.6 FEET WEST OF THE CENTERLINE OF
 BK0316'LOUISIANA HIGHWAY 13, 50.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BK0316'WOOD FRAME BUILDING, 90.8 FEET SOUTH OF AN 18 INCH OAK TREE, 94.0 FEET
 BK0316'SOUTHWEST OF A POWER POLE.  SET ONE-QUARTER OF AN INCH BELOW THE
 BK0316'SURFACE OF THE SIDEWALK.
 BK0316
 BK0316                          STATION RECOVERY (1986)
 BK0316
 BK0316'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BK0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2002 ***********************************************************************
 BK2002  DESIGNATION -  49 V 60 LADTD
 BK2002  PID         -  BK2002
 BK2002  STATE/COUNTY-  LA/ST LANDRY
 BK2002  USGS QUAD   -  SUNSET (1983)
 BK2002
 BK2002                         *CURRENT SURVEY CONTROL
 BK2002  ___________________________________________________________________
 BK2002* NAD 83(1986)-  30 29 01.     (N)    092 02 03.     (W)     SCALED    
 BK2002* NAVD 88     -         9.22   (+/-2cm)      30.2    (feet)  VERTCON   
 BK2002  ___________________________________________________________________
 BK2002  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2002
 BK2002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2002
 BK2002.The horizontal coordinates were scaled from a topographic map and have
 BK2002.an estimated accuracy of +/- 6 seconds.
 BK2002
 BK2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2002.The vertical order pertains to the NGVD 29 superseded value.
 BK2002
 BK2002.The geoid height was determined by GEOID03.
 BK2002
 BK2002;                    North         East    Units  Estimated Accuracy
 BK2002;SPC LA S     -   220,080.      932,710.      MT  (+/- 180 meters Scaled)
 BK2002
 BK2002                          SUPERSEDED SURVEY CONTROL
 BK2002
 BK2002  NGVD 29 (??/??/??)    9.186  (m)           30.14   (f) ADJUSTED    2 0
 BK2002
 BK2002.Superseded values are not recommended for survey control.
 BK2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2002.See file dsdata.txt to determine how the superseded data were derived.
 BK2002
 BK2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP927727(NAD 83)
 BK2002_MARKER: DD = SURVEY DISK
 BK2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2002_STAMPING: 49V60 - 1973
 BK2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2002+STABILITY: SURFACE MOTION
 BK2002
 BK2002  HISTORY     - Date     Condition        Report By
 BK2002  HISTORY     - 1973     MONUMENTED       LADTD
 BK2002
 BK2002                          STATION DESCRIPTION
 BK2002
 BK2002'DESCRIBED BY LA TRANSP AND DEV 1973
 BK2002'4.35 MI NW FROM LEONVILLE.
 BK2002'FROM THE BRIDGE IN LEONVILLE OVER BAYOU TECHE.  THENCE ABOUT 4.35
 BK2002'MILES NORTHWEST ALONG LOUISIANA HIGHWAY 31, 119 FEET NORTH OF THE
 BK2002'CENTERLINE OF LOUISIANA HIGHWAY 31, 125 FEET WEST OF THE SOUTHWEST
 BK2002'CORNER OF THE ST. JULES CATHOLIC CHURCH, 84 FEET SOUTH OF A 20 IN.
 BK2002'PECAN TREE, 1.0 FEET EAST OF A MESH AND B/W FENCE, 1.2 FEET NORTH OF A
 BK2002'STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 3
 BK2002'INCHES.  SECTION 125, T 6S, R 4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2003 ***********************************************************************
 BK2003  DESIGNATION -  49 V 61 LADTD
 BK2003  PID         -  BK2003
 BK2003  STATE/COUNTY-  LA/ST LANDRY
 BK2003  USGS QUAD   -  SUNSET (1983)
 BK2003
 BK2003                         *CURRENT SURVEY CONTROL
 BK2003  ___________________________________________________________________
 BK2003* NAD 83(1986)-  30 29 29.     (N)    092 02 46.     (W)     SCALED    
 BK2003* NAVD 88     -        17.49   (+/-2cm)      57.4    (feet)  VERTCON   
 BK2003  ___________________________________________________________________
 BK2003  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2003
 BK2003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2003
 BK2003.The horizontal coordinates were scaled from a topographic map and have
 BK2003.an estimated accuracy of +/- 6 seconds.
 BK2003
 BK2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2003.The vertical order pertains to the NGVD 29 superseded value.
 BK2003
 BK2003.The geoid height was determined by GEOID03.
 BK2003
 BK2003;                    North         East    Units  Estimated Accuracy
 BK2003;SPC LA S     -   220,950.      931,570.      MT  (+/- 180 meters Scaled)
 BK2003
 BK2003                          SUPERSEDED SURVEY CONTROL
 BK2003
 BK2003  NGVD 29 (??/??/??)   17.452  (m)           57.26   (f) ADJUSTED    2 0
 BK2003
 BK2003.Superseded values are not recommended for survey control.
 BK2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2003.See file dsdata.txt to determine how the superseded data were derived.
 BK2003
 BK2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP915736(NAD 83)
 BK2003_MARKER: DD = SURVEY DISK
 BK2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2003_STAMPING: 49V61 - 1973
 BK2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2003+STABILITY: SURFACE MOTION
 BK2003
 BK2003  HISTORY     - Date     Condition        Report By
 BK2003  HISTORY     - 1963     MONUMENTED       LADTD
 BK2003
 BK2003                          STATION DESCRIPTION
 BK2003
 BK2003'DESCRIBED BY LA TRANSP AND DEV 1963
 BK2003'5.30 MI NW FROM LEONVILLE.
 BK2003'FROM THE BRIDGE IN LEONVILLE OVER BAYOU TECHE, THENCE ABOUT 5.30 MILES
 BK2003'NORTHWEST ALONG LOUISIANA HIGHWAY 31, 113 FEET WEST OF THE CENTERLINE
 BK2003'OF LOUISIANA HIGHWAY 31, 52 FEET EAST OF THE NORTHEAST CORNER OF BRICK
 BK2003'RESIDENCE BELONGING TO RUTH OZEN, 73 FEET NORTH OF THE EDGE OF A
 BK2003'CONCRETE DRIVEWAY, 1 FOOT NORTH OF A CHAIN LINK FENCE, 2 FEET WEST OF
 BK2003'A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH
 BK2003'THE GROUND.  SECTION 129, T 6S, R 4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2004 ***********************************************************************
 BK2004  DESIGNATION -  49 V 62 LADTD
 BK2004  PID         -  BK2004
 BK2004  STATE/COUNTY-  LA/ST LANDRY
 BK2004  USGS QUAD   -  OPELOUSAS (1992)
 BK2004
 BK2004                         *CURRENT SURVEY CONTROL
 BK2004  ___________________________________________________________________
 BK2004* NAD 83(1986)-  30 30 29.     (N)    092 02 36.     (W)     SCALED    
 BK2004* NAVD 88     -        15.99   (+/-2cm)      52.5    (feet)  VERTCON   
 BK2004  ___________________________________________________________________
 BK2004  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2004
 BK2004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2004
 BK2004.The horizontal coordinates were scaled from a topographic map and have
 BK2004.an estimated accuracy of +/- 6 seconds.
 BK2004
 BK2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2004.The vertical order pertains to the NGVD 29 superseded value.
 BK2004
 BK2004.The geoid height was determined by GEOID03.
 BK2004
 BK2004;                    North         East    Units  Estimated Accuracy
 BK2004;SPC LA S     -   222,800.      931,850.      MT  (+/- 180 meters Scaled)
 BK2004
 BK2004                          SUPERSEDED SURVEY CONTROL
 BK2004
 BK2004  NGVD 29 (??/??/??)   15.957  (m)           52.35   (f) ADJUSTED    2 0
 BK2004
 BK2004.Superseded values are not recommended for survey control.
 BK2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2004.See file dsdata.txt to determine how the superseded data were derived.
 BK2004
 BK2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP917754(NAD 83)
 BK2004_MARKER: DD = SURVEY DISK
 BK2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2004_STAMPING: 49V62 - 1973
 BK2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2004+STABILITY: SURFACE MOTION
 BK2004
 BK2004  HISTORY     - Date     Condition        Report By
 BK2004  HISTORY     - 1973     MONUMENTED       LADTD
 BK2004  HISTORY     - 1985     GOOD             LADTD
 BK2004
 BK2004                          STATION DESCRIPTION
 BK2004
 BK2004'DESCRIBED BY LA TRANSP AND DEV 1973
 BK2004'6.55 MI NW FROM LEONVILLE.
 BK2004'FROM THE BRIDGE IN LEONVILLE OVER BAYOU TECHE.  THENCE ABOUT 6.55
 BK2004'MILES NORTHWEST ALONG LOUISIANA HIGHWAY 31, 110.6 FEET EAST OF THE
 BK2004'CENTERLINE OF LOUISIANA HIGHWAY 31, 32.4 FEET SOUTHWEST OF A BRICK
 BK2004'RESIDENCE BELONGING TO ROY ELDER, 16 FEET SOUTH OF A 6 IN. PINE TREE,
 BK2004'1.2 FEET SOUTH OF A CHAIN LINK FENCE, 1.3 FEET EAST OF A STEEL WITNESS
 BK2004'POST.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. SECTION
 BK2004'115, T 6S, R 4E.
 BK2004
 BK2004                          STATION RECOVERY (1985)
 BK2004
 BK2004'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2007 ***********************************************************************
 BK2007  DESIGNATION -  49 V 63 LADTD
 BK2007  PID         -  BK2007
 BK2007  STATE/COUNTY-  LA/ST LANDRY
 BK2007  USGS QUAD   -  OPELOUSAS (1992)
 BK2007
 BK2007                         *CURRENT SURVEY CONTROL
 BK2007  ___________________________________________________________________
 BK2007* NAD 83(1986)-  30 31 31.     (N)    092 02 05.     (W)     SCALED    
 BK2007* NAVD 88     -         8.61   (+/-2cm)      28.2    (feet)  VERTCON   
 BK2007  ___________________________________________________________________
 BK2007  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2007
 BK2007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2007
 BK2007.The horizontal coordinates were scaled from a topographic map and have
 BK2007.an estimated accuracy of +/- 6 seconds.
 BK2007
 BK2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2007.The vertical order pertains to the NGVD 29 superseded value.
 BK2007
 BK2007.The geoid height was determined by GEOID03.
 BK2007
 BK2007;                    North         East    Units  Estimated Accuracy
 BK2007;SPC LA S     -   224,700.      932,690.      MT  (+/- 180 meters Scaled)
 BK2007
 BK2007                          SUPERSEDED SURVEY CONTROL
 BK2007
 BK2007  NGVD 29 (??/??/??)    8.573  (m)           28.13   (f) ADJUSTED    2 0
 BK2007
 BK2007.Superseded values are not recommended for survey control.
 BK2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2007.See file dsdata.txt to determine how the superseded data were derived.
 BK2007
 BK2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP926773(NAD 83)
 BK2007_MARKER: DD = SURVEY DISK
 BK2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2007_STAMPING: 49 V 63 1973
 BK2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2007+STABILITY: SURFACE MOTION
 BK2007
 BK2007  HISTORY     - Date     Condition        Report By
 BK2007  HISTORY     - 1973     MONUMENTED       LADTD
 BK2007  HISTORY     - 1973     GOOD             USGS
 BK2007
 BK2007                          STATION DESCRIPTION
 BK2007
 BK2007'DESCRIBED BY LA TRANSP AND DEV 1973
 BK2007'3.35 MI E FROM OPELOUSAS.
 BK2007'FROM THE POST OFFICE IN OPELOUSAS.  THENCE ABOUT 0.35 MILES ALONG U.S.
 BK2007'190 ON EAST LANE TO THE INTERSECTION OF LA. HIGHWAY 31, THENCE ABOUT
 BK2007'2.2 MILES EAST ALONG LA. HIGHWAY 31 TO THE INTERSECTION OF LA. HIGHWAY
 BK2007'742 THENCE ABOUT 0.80 MILES EAST ALONG LA. HIGHWAY 742, 130 FEET NORTH
 BK2007'OF THE CENTERLINE OF LA. HIGHWAY 742.  97 FEET NORTHWEST OF A 24 IN.
 BK2007'GUM TREE.  18 FEET EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY. 5.8
 BK2007'FEET WEST OF A BARBED WIRE FENCE.  4.5 FEET WEST OF A STEEL WITNESS
 BK2007'POST.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. SECTION
 BK2007'78, T 6S, R 4E.
 BK2007
 BK2007                          STATION RECOVERY (1973)
 BK2007
 BK2007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BK2007'FROM THE POST OFFICE IN OPELOUSES, THENCE ABOUT 0.35 MILES ALONG US
 BK2007'HIGHWAY 190 ON EAST BOUND LANE TO THE INTERSECTION OF LOUISIANA
 BK2007'HIGHWAY 31, THENCE ABOUT 2.2 MILES EAST ALONG LOUISIANA HIGHWAY 31 TO
 BK2007'THE INTERSECTION OF LOUIDIANA HIGHWAY 742, THENCE ABOUT . 0.80 MILES
 BK2007'EAST ALONG LOUISIANA HIGHWAY 742, 130.0 FEET NORTH OF THE CENTERLINE
 BK2007'OF LOUISIANA HIGHWAY 742, 97.0 FEET NORTHEAST OF A 24 INCH GUM TREE,
 BK2007'18.0 FEET EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 5.8 FEET WEST
 BK2007'OF A BARED WIRE FENCE, 4.5 FEET WEST OF A STEEL WITNESS POST. DISK IN
 BK2007'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2008 ***********************************************************************
 BK2008  DESIGNATION -  49 V 64 LADTD
 BK2008  PID         -  BK2008
 BK2008  STATE/COUNTY-  LA/ST LANDRY
 BK2008  USGS QUAD   -  OPELOUSAS (1992)
 BK2008
 BK2008                         *CURRENT SURVEY CONTROL
 BK2008  ___________________________________________________________________
 BK2008* NAD 83(1986)-  30 31 52.     (N)    092 01 15.     (W)     SCALED    
 BK2008* NAVD 88     -         9.01   (+/-2cm)      29.6    (feet)  VERTCON   
 BK2008  ___________________________________________________________________
 BK2008  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2008
 BK2008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2008
 BK2008.The horizontal coordinates were scaled from a topographic map and have
 BK2008.an estimated accuracy of +/- 6 seconds.
 BK2008
 BK2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2008.The vertical order pertains to the NGVD 29 superseded value.
 BK2008
 BK2008.The geoid height was determined by GEOID03.
 BK2008
 BK2008;                    North         East    Units  Estimated Accuracy
 BK2008;SPC LA S     -   225,340.      934,020.      MT  (+/- 180 meters Scaled)
 BK2008
 BK2008                          SUPERSEDED SURVEY CONTROL
 BK2008
 BK2008  NGVD 29 (??/??/??)    8.976  (m)           29.45   (f) ADJUSTED    2 0
 BK2008
 BK2008.Superseded values are not recommended for survey control.
 BK2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2008.See file dsdata.txt to determine how the superseded data were derived.
 BK2008
 BK2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP939780(NAD 83)
 BK2008_MARKER: DD = SURVEY DISK
 BK2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2008_STAMPING: 49V64 - 1973
 BK2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2008+STABILITY: SURFACE MOTION
 BK2008
 BK2008  HISTORY     - Date     Condition        Report By
 BK2008  HISTORY     - 1973     MONUMENTED       LADTD
 BK2008  HISTORY     - 1973     GOOD             USGS
 BK2008
 BK2008                          STATION DESCRIPTION
 BK2008
 BK2008'DESCRIBED BY LA TRANSP AND DEV 1973
 BK2008'4.30 MI E FROM OPELOUSAS.
 BK2008'FROM THE POST OFFICE IN OPELOUSAS.  THENCE ABOUT 0.35 MILES ALONG US
 BK2008'190 ON EAST BOUND LANE TO THE INTERSECTION OF LOUISIANA HIGHWAY 31,
 BK2008'THENCE ABOUT 2.2 MILES EAST ALONG LOUISIANA HIGHWAY 31, TO THE
 BK2008'INTERSECTION OF LOUISIANA HIGHWAY 742, THENCE ABOUT 1.75 MILES EAST
 BK2008'ALONG LOUISIANA HIGHWAY 742, 94.2 FEET NORTH OF THE CENTERLINE OF
 BK2008'LOUISIANA HIGHWAY 742, 33.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BK2008'A WOOD FRAME RESIDENCE BELONGING TO JAMES EAGLIN, 35 FEET SOUTHEAST OF
 BK2008'THE SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE, 2 FEET EAST OF A CHAIN
 BK2008'LINK FENCE, 2 FEET EAST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A
 BK2008'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 63, T 6S, R 4E.
 BK2008
 BK2008                          STATION RECOVERY (1973)
 BK2008
 BK2008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BK2008'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.35 MILES ALONG US
 BK2008'HIGHWAY 190 ON EAST BOUND LANE TO THE INTERSECTION OF LOUISIANA
 BK2008'HIGHWAY 31, THENCE ABOUT 2.2 MILES EAST ALONG LOUISIANA HIGHWAY 31 TO
 BK2008'THE INTERSECTION OF LOUISIANA HIGHWAY 742, THENCE ABOUT 1.75 MILES
 BK2008'EAST ALONG LOUISIANA HIGHWAY 742, 94.0 FEET NORTH OF THE CENTERLINE
 BK2008'OF LOUISIANA HIGHWAY 742, 33.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BK2008'OF A WOOD FRAME RESIDENCE BELONGING TO JAMES EAGLIN, 35.0 FEET
 BK2008'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE, 2.0 FEET
 BK2008'EAST OF A CHAIN LINK FENCE, 2.0 FEET EAST OF A STEEL WITNESS POST.
 BK2008'DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2009 ***********************************************************************
 BK2009  DESIGNATION -  49 V 65 LADTD
 BK2009  PID         -  BK2009
 BK2009  STATE/COUNTY-  LA/ST LANDRY
 BK2009  USGS QUAD   -  OPELOUSAS (1992)
 BK2009
 BK2009                         *CURRENT SURVEY CONTROL
 BK2009  ___________________________________________________________________
 BK2009* NAD 83(1986)-  30 32 06.     (N)    092 00 24.     (W)     SCALED    
 BK2009* NAVD 88     -         8.94   (+/-2cm)      29.3    (feet)  VERTCON   
 BK2009  ___________________________________________________________________
 BK2009  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2009
 BK2009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2009
 BK2009.The horizontal coordinates were scaled from a topographic map and have
 BK2009.an estimated accuracy of +/- 6 seconds.
 BK2009
 BK2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2009.The vertical order pertains to the NGVD 29 superseded value.
 BK2009
 BK2009.The geoid height was determined by GEOID03.
 BK2009
 BK2009;                    North         East    Units  Estimated Accuracy
 BK2009;SPC LA S     -   225,760.      935,390.      MT  (+/- 180 meters Scaled)
 BK2009
 BK2009                          SUPERSEDED SURVEY CONTROL
 BK2009
 BK2009  NGVD 29 (??/??/??)    8.912  (m)           29.24   (f) ADJUSTED    2 0
 BK2009
 BK2009.Superseded values are not recommended for survey control.
 BK2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2009.See file dsdata.txt to determine how the superseded data were derived.
 BK2009
 BK2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP952784(NAD 83)
 BK2009_MARKER: DD = SURVEY DISK
 BK2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2009_STAMPING: 49V65 - 1973
 BK2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2009+STABILITY: SURFACE MOTION
 BK2009
 BK2009  HISTORY     - Date     Condition        Report By
 BK2009  HISTORY     - 1973     MONUMENTED       LADTD
 BK2009
 BK2009                          STATION DESCRIPTION
 BK2009
 BK2009'DESCRIBED BY LA TRANSP AND DEV 1973
 BK2009'5.15 MI E FROM OPELOUSAS.
 BK2009'FROM THE POST OFFICE IN OPELOUSAS.  THENCE ABOUT 0.35 MILES ALONG US
 BK2009'190 ON EAST BOUND LANE TO THE INTERSECTION OF LOUISIANA HIGHWAY 31,
 BK2009'THENCE ABOUT 2.2 MILES EAST ALONG LOUISIANA HIGHWAY 31, TO THE
 BK2009'INTERSECTION OF LOUISIANA HIGHWAY 742, THENCE ABOUT 2.60 MILES EAST
 BK2009'ALONG LOUISIANA HIGHWAY 742, 80 FEET SOUTH OF THE CENTERLINE OF
 BK2009'LOUISIANA HIGHWAY 742, 17 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BK2009'WOOD FRAME CHURCH, 29.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BK2009'WOOD FRAME RESIDENCE, 1.0 FEET WEST OF A CHAIN LINK FENCE, 1.2 FEET
 BK2009'SOUTH OF A STEEL WITNESS POST, DISK IN THE TOP OF A CONCRETE POST
 BK2009'FLUSH WITH THE GROUND.  SECTION 64, T 6S, R 4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1129 ***********************************************************************
 BJ1129  DESIGNATION -  49 V 66 LADTD
 BJ1129  PID         -  BJ1129
 BJ1129  STATE/COUNTY-  LA/ST LANDRY
 BJ1129  USGS QUAD   -  PORT BARRE (1994)
 BJ1129
 BJ1129                         *CURRENT SURVEY CONTROL
 BJ1129  ___________________________________________________________________
 BJ1129* NAD 83(1986)-  30 32 10.     (N)    091 59 31.     (W)     SCALED    
 BJ1129* NAVD 88     -         9.84   (+/-2cm)      32.3    (feet)  VERTCON   
 BJ1129  ___________________________________________________________________
 BJ1129  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ1129
 BJ1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1129
 BJ1129.The horizontal coordinates were scaled from a topographic map and have
 BJ1129.an estimated accuracy of +/- 6 seconds.
 BJ1129
 BJ1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1129.The vertical order pertains to the NGVD 29 superseded value.
 BJ1129
 BJ1129.The geoid height was determined by GEOID03.
 BJ1129
 BJ1129;                    North         East    Units  Estimated Accuracy
 BJ1129;SPC LA S     -   225,880.      936,800.      MT  (+/- 180 meters Scaled)
 BJ1129
 BJ1129                          SUPERSEDED SURVEY CONTROL
 BJ1129
 BJ1129  NGVD 29 (??/??/??)    9.816  (m)           32.20   (f) ADJUSTED    2 0
 BJ1129
 BJ1129.Superseded values are not recommended for survey control.
 BJ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1129.See file dsdata.txt to determine how the superseded data were derived.
 BJ1129
 BJ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP967786(NAD 83)
 BJ1129_MARKER: DD = SURVEY DISK
 BJ1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1129_STAMPING: 49 V 66 1973
 BJ1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1129+STABILITY: SURFACE MOTION
 BJ1129
 BJ1129  HISTORY     - Date     Condition        Report By
 BJ1129  HISTORY     - 1973     MONUMENTED       LADTD
 BJ1129
 BJ1129                          STATION DESCRIPTION
 BJ1129
 BJ1129'DESCRIBED BY LA TRANSP AND DEV 1973
 BJ1129'6.10 MI E FROM OPELOUSAS.
 BJ1129'FROM THE POST OFFICE IN  OPELOUSAS, THENCE ABOUT 0.35 MILES ALONG U.S.
 BJ1129'190 ON EAST BOUND LANE TO THE INTERSECTION OF LA. HIGHWAY 31, THENCE
 BJ1129'ABOUT 2.2 MILES EAST ALONG LA. HIGHWAY 31, TO THE INTERSECTION OF LA.
 BJ1129'HIGHWAY 742, THENCE ABOUT 3.55 MILES EAST ALONG LA. HIGHWAY 742, 61
 BJ1129'FEET SOUTH OF THE CENTER LINE OF LA. HIGHWAY 742, 171.0 FEET EAST OF A
 BJ1129'WOOD FRAME RESIDENCE BELONGING TO CLEM ZERANGUE 18 FEET NORTH OF A 12
 BJ1129'INCH PINE TREE, 1.3 FEET WEST OF A MESH AND B/W FENCE, 1.2 FEET SOUTH
 BJ1129'OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BJ1129'PROJECTING 4 INCHES.  SECTION 12, T 6S, R 5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1158 ***********************************************************************
 BJ1158  DESIGNATION -  49 V 67 LADTD
 BJ1158  PID         -  BJ1158
 BJ1158  STATE/COUNTY-  LA/ST LANDRY
 BJ1158  USGS QUAD   -  PORT BARRE (1994)
 BJ1158
 BJ1158                         *CURRENT SURVEY CONTROL
 BJ1158  ___________________________________________________________________
 BJ1158* NAD 83(1986)-  30 32 31.     (N)    091 58 32.     (W)     SCALED    
 BJ1158* NAVD 88     -         7.84   (+/-2cm)      25.7    (feet)  VERTCON   
 BJ1158  ___________________________________________________________________
 BJ1158  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ1158
 BJ1158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1158
 BJ1158.The horizontal coordinates were scaled from a topographic map and have
 BJ1158.an estimated accuracy of +/- 6 seconds.
 BJ1158
 BJ1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1158.The vertical order pertains to the NGVD 29 superseded value.
 BJ1158
 BJ1158.The geoid height was determined by GEOID03.
 BJ1158
 BJ1158;                    North         East    Units  Estimated Accuracy
 BJ1158;SPC LA S     -   226,510.      938,380.      MT  (+/- 180 meters Scaled)
 BJ1158
 BJ1158                          SUPERSEDED SURVEY CONTROL
 BJ1158
 BJ1158  NGVD 29 (??/??/??)    7.813  (m)           25.63   (f) ADJUSTED    2 0
 BJ1158
 BJ1158.Superseded values are not recommended for survey control.
 BJ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1158.See file dsdata.txt to determine how the superseded data were derived.
 BJ1158
 BJ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP982792(NAD 83)
 BJ1158_MARKER: DD = SURVEY DISK
 BJ1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1158_SP_SET: CONCRETE POST
 BJ1158_STAMPING: 49 V 67 1973
 BJ1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1158+STABILITY: SURFACE MOTION
 BJ1158
 BJ1158  HISTORY     - Date     Condition        Report By
 BJ1158  HISTORY     - 1973     MONUMENTED       LADTD
 BJ1158  HISTORY     - 1975     GOOD             LADTD
 BJ1158
 BJ1158                          STATION DESCRIPTION
 BJ1158
 BJ1158'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ1158'7.15 MI EAST FROM OPELOUSAS.
 BJ1158'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.35 MILES EAST
 BJ1158'ALONG US HIGHWAY 190 ON EAST BOUND LANE TO THE INTERSECTION OF
 BJ1158'LOUISIANA HIGHWAY 31, THENCE ABOUT 2.2 MILES EAST ALONG LOUISIANA
 BJ1158'HIGHWAY 31 TO THE INTERSECTION OF LOUISIANA HIGHWAY 742, THENCE
 BJ1158'ABOUT 4.60 MILES EAST ALONG LOUISIANA HIGHWAY 742, 96 FEET NORTH
 BJ1158'OF THE CENTERLINE OF LOUISIANA HIGHWAY 742, 21.4 FEET SOUTHEAST
 BJ1158'OF THE SOUTHEAST CORNER OF A BRICK RESIDENCE BELOGING TO JIM
 BJ1158'KENNISON, 12 FEET EAST OF AN 8 INCH PINE TREE, 1.2 FEET NORTH OF
 BJ1158'A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BJ1158'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2898 ***********************************************************************
 BJ2898  DESIGNATION -  49 V 68
 BJ2898  PID         -  BJ2898
 BJ2898  STATE/COUNTY-  LA/ST LANDRY
 BJ2898  USGS QUAD   -  PORT BARRE (1994)
 BJ2898
 BJ2898                         *CURRENT SURVEY CONTROL
 BJ2898  ___________________________________________________________________
 BJ2898* NAD 83(1986)-  30 32 49.     (N)    091 58 04.     (W)     SCALED    
 BJ2898* NAVD 88     -         9.132  (meters)      29.96   (feet)  ADJUSTED  
 BJ2898  ___________________________________________________________________
 BJ2898  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2898  DYNAMIC HT  -           9.120 (meters)      29.92  (feet)  COMP
 BJ2898  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ2898
 BJ2898  VERT ORDER  -  FIRST     CLASS II
 BJ2898
 BJ2898.The horizontal coordinates were scaled from a topographic map and have
 BJ2898.an estimated accuracy of +/- 6 seconds.
 BJ2898
 BJ2898.The orthometric height was determined by differential leveling
 BJ2898.and adjusted by the National Geodetic Survey in February 1994..
 BJ2898
 BJ2898.The geoid height was determined by GEOID03.
 BJ2898
 BJ2898.The dynamic height is computed by dividing the NAVD 88
 BJ2898.geopotential number by the normal gravity value computed on the
 BJ2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2898.degrees latitude (g = 980.6199 gals.).
 BJ2898
 BJ2898.The modeled gravity was interpolated from observed gravity values.
 BJ2898
 BJ2898;                    North         East    Units  Estimated Accuracy
 BJ2898;SPC LA S     -   227,060.      939,130.      MT  (+/- 180 meters Scaled)
 BJ2898
 BJ2898                          SUPERSEDED SURVEY CONTROL
 BJ2898
 BJ2898  NGVD 29 (??/??/??)    9.112  (m)           29.89   (f) ADJUSTED    1 2
 BJ2898
 BJ2898.Superseded values are not recommended for survey control.
 BJ2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2898.See file dsdata.txt to determine how the superseded data were derived.
 BJ2898
 BJ2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP990798(NAD 83)
 BJ2898_MARKER: DD = SURVEY DISK
 BJ2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2898_SP_SET: CONCRETE POST
 BJ2898_STAMPING: 49 V 68 1973
 BJ2898_MARK LOGO: LADH  
 BJ2898_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2898+STABILITY: SURFACE MOTION
 BJ2898
 BJ2898  HISTORY     - Date     Condition        Report By
 BJ2898  HISTORY     - 1973     MONUMENTED       LADH
 BJ2898  HISTORY     - 1986     GOOD             NGS
 BJ2898
 BJ2898                          STATION DESCRIPTION
 BJ2898
 BJ2898'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BJ2898'1 MI SW FROM PORT BARRE.
 BJ2898'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 0.80 MILES
 BJ2898'SOUTHWEST ALONG LOUISIANA HIGHWAY 103, THENCE ABOUT 0.20 MILES WEST
 BJ2898'ALONG U.S. HIGHWAY 190, 111 FEET NORTHEAST OF THE NORTHEAST CORNER
 BJ2898'OF A BRIDGE END ON WEST BOUND LANE OVER BAYOU TECHE, 113 FEET NORTH
 BJ2898'OF THE CENTERLINE OF THE WESTBOUND LANE OF U.S. HIGHWAY 190, 29
 BJ2898'FEET NORTHEAST OF A 15 INCH POWER POLE.  THIS MARKER IS LOCATED IN
 BJ2898'THE ROADSIDE PARK ALONG U.S. HIGHWAY 190 AND BAYOU TECHE, 1.0 FT
 BJ2898'NORTH OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BJ2898'PROJECTING 3 INCHES ABOVE THE GROUND.
 BJ2898
 BJ2898                          STATION RECOVERY (1986)
 BJ2898
 BJ2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2898'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PORT BARRE,
 BJ2898'AT A REST AREA WHICH IS NORTH AND ACROSS U.S. HIGHWAY 190 FROM THE
 BJ2898'JUNCTION OF STATE HIGHWAY 103 SOUTH.  IT IS 34.44 (113.0 FT) NORTH OF
 BJ2898'THE CENTERLINE OF U.S. HIGHWAY 190 WESTBOUND LANES, 5.15 METERS
 BJ2898'(16.9 FT) WEST-NORTHWEST OF A PORT BARRE HISTORICAL MARKER AND
 BJ2898'9.11 METERS (29.9 FT) NORTH-NORTHEAST OF UTILITY POLE NO. 11545 WITH
 BJ2898'EIGHT GUY WIRES AND A SECURITY LIGHT.
 BJ2898'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 BJ2898'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0102 ***********************************************************************
 BK0102  DESIGNATION -  49 V 69 LADTD
 BK0102  PID         -  BK0102
 BK0102  STATE/COUNTY-  LA/ST LANDRY
 BK0102  USGS QUAD   -  OPELOUSAS (1992)
 BK0102
 BK0102                         *CURRENT SURVEY CONTROL
 BK0102  ___________________________________________________________________
 BK0102* NAD 83(1986)-  30 31 09.     (N)    092 03 01.     (W)     SCALED    
 BK0102* NAVD 88     -        14.11   (+/-2cm)      46.3    (feet)  VERTCON   
 BK0102  ___________________________________________________________________
 BK0102  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK0102
 BK0102  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0102
 BK0102.The horizontal coordinates were scaled from a topographic map and have
 BK0102.an estimated accuracy of +/- 6 seconds.
 BK0102
 BK0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0102.The vertical order pertains to the NGVD 29 superseded value.
 BK0102
 BK0102.The geoid height was determined by GEOID03.
 BK0102
 BK0102;                    North         East    Units  Estimated Accuracy
 BK0102;SPC LA S     -   224,030.      931,190.      MT  (+/- 180 meters Scaled)
 BK0102
 BK0102                          SUPERSEDED SURVEY CONTROL
 BK0102
 BK0102  NGVD 29 (??/??/??)   14.073  (m)           46.17   (f) ADJUSTED    2 1
 BK0102
 BK0102.Superseded values are not recommended for survey control.
 BK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0102.See file dsdata.txt to determine how the superseded data were derived.
 BK0102
 BK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP911766(NAD 83)
 BK0102_MARKER: DD = SURVEY DISK
 BK0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0102_STAMPING: 49 V 69 1973
 BK0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0102+STABILITY: SURFACE MOTION
 BK0102
 BK0102  HISTORY     - Date     Condition        Report By
 BK0102  HISTORY     - 1973     MONUMENTED       LADTD
 BK0102
 BK0102                          STATION DESCRIPTION
 BK0102
 BK0102'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0102'2.20 MI E FROM OPELOUSAS.
 BK0102'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.35 MILES ALONG US
 BK0102'HIGHWAY 190 ON EAST BOUND LANE TO THE INTERSECTION OF LOUISIANA
 BK0102'HIGHWAY 31.  THENCE ABOUT 1.8 MILES EAST ALONG LOUISIANA HIGHWAY 31.
 BK0102'73 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 31.  96 FEET WEST
 BK0102'OF THE NORTHWEST CORNER OF A BRICK RESIDENCE.  64 FEET NORTHWEST OF A
 BK0102'30 INCH LIVE OAK TREE.  38 FEET WEST OF A BRICK GARAGE.  1.2 FEET EAST
 BK0102'OF A CHAIN LINK FENCE.  43 FEET SOUTH OF A STEEL WITNESS POST. DISK IN
 BK0102'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 84, T 6 S, R
 BK0102'4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0485 ***********************************************************************
 BK0485  DESIGNATION -  49 V 7 LADTD
 BK0485  PID         -  BK0485
 BK0485  STATE/COUNTY-  LA/ST LANDRY
 BK0485  USGS QUAD   -  CHURCH POINT (1983)
 BK0485
 BK0485                         *CURRENT SURVEY CONTROL
 BK0485  ___________________________________________________________________
 BK0485* NAD 83(1986)-  30 26 57.     (N)    092 12 36.     (W)     SCALED    
 BK0485* NAVD 88     -        16.25   (+/-2cm)      53.3    (feet)  VERTCON   
 BK0485  ___________________________________________________________________
 BK0485  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK0485
 BK0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0485
 BK0485.The horizontal coordinates were scaled from a topographic map and have
 BK0485.an estimated accuracy of +/- 6 seconds.
 BK0485
 BK0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0485.The vertical order pertains to the NGVD 29 superseded value.
 BK0485
 BK0485.The geoid height was determined by GEOID03.
 BK0485
 BK0485;                    North         East    Units  Estimated Accuracy
 BK0485;SPC LA S     -   216,380.      915,800.      MT  (+/- 180 meters Scaled)
 BK0485
 BK0485                          SUPERSEDED SURVEY CONTROL
 BK0485
 BK0485  NGVD 29 (??/??/??)   16.214  (m)           53.20   (f) ADJUSTED    2 0
 BK0485
 BK0485.Superseded values are not recommended for survey control.
 BK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0485.See file dsdata.txt to determine how the superseded data were derived.
 BK0485
 BK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP758688(NAD 83)
 BK0485_MARKER: DD = SURVEY DISK
 BK0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0485_STAMPING: 49V7 1968
 BK0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0485+STABILITY: SURFACE MOTION
 BK0485
 BK0485  HISTORY     - Date     Condition        Report By
 BK0485  HISTORY     - 1968     MONUMENTED       LADTD
 BK0485  HISTORY     - 1969     GOOD             LADTD
 BK0485
 BK0485                          STATION DESCRIPTION
 BK0485
 BK0485'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0485'3.70 MI N FROM CHURCH POINT.
 BK0485'ABOUT 0.20 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 35 AND 95 (NORTH
 BK0485'MAIN STREET) FROM THE TEXAS AND PACIFIC RAILROAD STATION IN CHURCH
 BK0485'POINT TO THE JUNCTION OF LOUISIANA HIGHWAYS 35 AND 95.  THENCE ABOUT
 BK0485'3.50 MILES NORTH ALONG LOUISIANA HIGHWAY 35.  IN SECTION 62, T7S, R3E.
 BK0485'61.0 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 35, 81.7 FEET
 BK0485'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING
 BK0485'TO DAIUS CORMIER, 8.9 FEET SOUTHWEST OF AN 18 INCH PINE TREE, 0.7 FOOT
 BK0485'SOUTH OF A MESH WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING
 BK0485'4 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.0 FOOT SOUTHEAST OF
 BK0485'A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0103 ***********************************************************************
 BK0103  DESIGNATION -  49 V 70 LADTD
 BK0103  PID         -  BK0103
 BK0103  STATE/COUNTY-  LA/ST LANDRY
 BK0103  USGS QUAD   -  OPELOUSAS (1992)
 BK0103
 BK0103                         *CURRENT SURVEY CONTROL
 BK0103  ___________________________________________________________________
 BK0103* NAD 83(1986)-  30 31 29.     (N)    092 03 57.     (W)     SCALED    
 BK0103* NAVD 88     -        19.22   (+/-2cm)      63.1    (feet)  VERTCON   
 BK0103  ___________________________________________________________________
 BK0103  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0103
 BK0103  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0103
 BK0103.The horizontal coordinates were scaled from a topographic map and have
 BK0103.an estimated accuracy of +/- 6 seconds.
 BK0103
 BK0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0103.The vertical order pertains to the NGVD 29 superseded value.
 BK0103
 BK0103.The geoid height was determined by GEOID03.
 BK0103
 BK0103;                    North         East    Units  Estimated Accuracy
 BK0103;SPC LA S     -   224,660.      929,700.      MT  (+/- 180 meters Scaled)
 BK0103
 BK0103                          SUPERSEDED SURVEY CONTROL
 BK0103
 BK0103  NGVD 29 (??/??/??)   19.186  (m)           62.95   (f) ADJUSTED    2 1
 BK0103
 BK0103.Superseded values are not recommended for survey control.
 BK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0103.See file dsdata.txt to determine how the superseded data were derived.
 BK0103
 BK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP896773(NAD 83)
 BK0103_MARKER: DD = SURVEY DISK
 BK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0103_STAMPING: 49 V 70 1973
 BK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0103+STABILITY: SURFACE MOTION
 BK0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0103+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 BK0103
 BK0103  HISTORY     - Date     Condition        Report By
 BK0103  HISTORY     - 1973     MONUMENTED       LADTD
 BK0103  HISTORY     - 1981     GOOD             LADTD
 BK0103  HISTORY     - 20030512 GOOD             USPSQD
 BK0103  HISTORY     - 20040918 GOOD             USPSQD
 BK0103  HISTORY     - 20060803 GOOD             USPSQD
 BK0103
 BK0103                          STATION DESCRIPTION
 BK0103
 BK0103'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0103'1.1 MI E FROM OPELOUSAS.
 BK0103'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.35 MILES ALONG US
 BK0103'HIGHWAY 190 ON EAST BOUND LANE TO THE INTERSECTION OF LOUISIANA
 BK0103'HIGHWAY 31.  THENCE ABOUT 0.8 MILES EAST ALONG LOUISIANA HIGHWAY 31.
 BK0103'47 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 31.  117 FEET
 BK0103'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF US HIGHWAY 167.  87
 BK0103'FEET NORTHWEST OF A 30 INCH PECAN TREE.  1.0 FOOT NORTHWEST OF A STEEL
 BK0103'WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BK0103'GROUND.  SECTION 77, T 6 S, R 4 E.
 BK0103
 BK0103                          STATION RECOVERY (1981)
 BK0103
 BK0103'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0103'RECOVERED IN GOOD CONDITION.
 BK0103
 BK0103                          STATION RECOVERY (2003)
 BK0103
 BK0103'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK0103'RECOVERED IN GOOD CONDITION.
 BK0103
 BK0103                          STATION RECOVERY (2004)
 BK0103
 BK0103'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK0103' 
 BK0103' 
 BK0103
 BK0103                          STATION RECOVERY (2006)
 BK0103
 BK0103'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0105 ***********************************************************************
 BK0105  DESIGNATION -  49 V 71 LADTD
 BK0105  PID         -  BK0105
 BK0105  STATE/COUNTY-  LA/ST LANDRY
 BK0105  USGS QUAD   -  OPELOUSAS (1992)
 BK0105
 BK0105                         *CURRENT SURVEY CONTROL
 BK0105  ___________________________________________________________________
 BK0105* NAD 83(1986)-  30 31 45.     (N)    092 04 51.     (W)     SCALED    
 BK0105* NAVD 88     -        19.71   (+/-2cm)      64.7    (feet)  VERTCON   
 BK0105  ___________________________________________________________________
 BK0105  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0105
 BK0105  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0105
 BK0105.The horizontal coordinates were scaled from a topographic map and have
 BK0105.an estimated accuracy of +/- 6 seconds.
 BK0105
 BK0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0105.The vertical order pertains to the NGVD 29 superseded value.
 BK0105
 BK0105.The geoid height was determined by GEOID03.
 BK0105
 BK0105;                    North         East    Units  Estimated Accuracy
 BK0105;SPC LA S     -   225,160.      928,270.      MT  (+/- 180 meters Scaled)
 BK0105
 BK0105                          SUPERSEDED SURVEY CONTROL
 BK0105
 BK0105  NGVD 29 (??/??/??)   19.665  (m)           64.52   (f) ADJUSTED    2 1
 BK0105
 BK0105.Superseded values are not recommended for survey control.
 BK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0105.See file dsdata.txt to determine how the superseded data were derived.
 BK0105
 BK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP881777(NAD 83)
 BK0105_MARKER: DD = SURVEY DISK
 BK0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0105_STAMPING: 49 V 71 1973
 BK0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0105+STABILITY: SURFACE MOTION
 BK0105
 BK0105  HISTORY     - Date     Condition        Report By
 BK0105  HISTORY     - 1973     MONUMENTED       LADTD
 BK0105
 BK0105                          STATION DESCRIPTION
 BK0105
 BK0105'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0105'0.25 MI S FROM OPELOUSAS.
 BK0105'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.25 MILES SOUTH ALONG
 BK0105'UNION STREET TO THE INTERSECTION OF LAURENT STREET.  THENCE 213.0 FEET
 BK0105'EAST ALONG LAURENT STREET.  51.0 FEET NORTH OF THE CENTERLINE OF
 BK0105'LAURENT STREET.  THIS MARKER IS SET 1.2 FEET SOUTH OF THE T. H. HARRIS
 BK0105'TRADE SCHOOL.  26.0 FEET EAST OF THE SOUTHWEST CORNER OF T. H. HARRIS
 BK0105'TRADE SCHOOL (BRICK BUILDING).  1.0 FOOT SOUTH OF A STEEL WITNESS
 BK0105'POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK0105'SECTION 75, T 6 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0106 ***********************************************************************
 BK0106  DESIGNATION -  49 V 72 LADTD
 BK0106  PID         -  BK0106
 BK0106  STATE/COUNTY-  LA/ST LANDRY
 BK0106  USGS QUAD   -  OPELOUSAS (1992)
 BK0106
 BK0106                         *CURRENT SURVEY CONTROL
 BK0106  ___________________________________________________________________
 BK0106* NAD 83(1986)-  30 31 55.     (N)    092 04 50.     (W)     SCALED    
 BK0106* NAVD 88     -        19.64   (+/-2cm)      64.4    (feet)  VERTCON   
 BK0106  ___________________________________________________________________
 BK0106  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0106
 BK0106  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0106
 BK0106.The horizontal coordinates were scaled from a topographic map and have
 BK0106.an estimated accuracy of +/- 6 seconds.
 BK0106
 BK0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0106.The vertical order pertains to the NGVD 29 superseded value.
 BK0106
 BK0106.The geoid height was determined by GEOID03.
 BK0106
 BK0106;                    North         East    Units  Estimated Accuracy
 BK0106;SPC LA S     -   225,470.      928,290.      MT  (+/- 180 meters Scaled)
 BK0106
 BK0106                          SUPERSEDED SURVEY CONTROL
 BK0106
 BK0106  NGVD 29 (??/??/??)   19.599  (m)           64.30   (f) ADJUSTED    2 1
 BK0106
 BK0106.Superseded values are not recommended for survey control.
 BK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0106.See file dsdata.txt to determine how the superseded data were derived.
 BK0106
 BK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP882780(NAD 83)
 BK0106_MARKER: DD = SURVEY DISK
 BK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0106_STAMPING: 49 V 72 1973
 BK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0106+STABILITY: SURFACE MOTION
 BK0106
 BK0106  HISTORY     - Date     Condition        Report By
 BK0106  HISTORY     - 1973     MONUMENTED       LADTD
 BK0106  HISTORY     - 1981     MARK NOT FOUND   USGS
 BK0106
 BK0106                          STATION DESCRIPTION
 BK0106
 BK0106'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0106'IN OPELOUSAS.
 BK0106'AT THE POST OFFICE IN OPELOUSAS, THENCE 47.0 FEET EAST OF THE
 BK0106'CENTERLINE OF UNION STREET.  121.0 FEET NORTH OF THE CENTERLINE OF US
 BK0106'HIGHWAY 190 EAST BOUND LANE.  12.0 FEET WEST OF THE POST OFFICE
 BK0106'BUILDING.  6.0 FEET EAST OF THE FLAG POLE.  257.0 FEET SOUTH OF THE
 BK0106'OPELOUSAS AZIMUTH MARKER.  DISK IN THE TOP OF A CONCRETE POST FLUSH
 BK0106'WITH THE GROUND.  SECTION 75, T 6 S, R 4 E.
 BK0106
 BK0106                          STATION RECOVERY (1981)
 BK0106
 BK0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BK0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0112 ***********************************************************************
 BK0112  DESIGNATION -  49 V 73
 BK0112  PID         -  BK0112
 BK0112  STATE/COUNTY-  LA/ST LANDRY
 BK0112  USGS QUAD   -  OPELOUSAS (1992)
 BK0112
 BK0112                         *CURRENT SURVEY CONTROL
 BK0112  ___________________________________________________________________
 BK0112* NAD 83(1986)-  30 32 35.     (N)    092 04 47.     (W)     SCALED    
 BK0112* NAVD 88     -        21.361  (meters)      70.08   (feet)  ADJUSTED  
 BK0112  ___________________________________________________________________
 BK0112  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0112  DYNAMIC HT  -          21.333 (meters)      69.99  (feet)  COMP
 BK0112  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BK0112
 BK0112  VERT ORDER  -  FIRST     CLASS II
 BK0112
 BK0112.The horizontal coordinates were scaled from a topographic map and have
 BK0112.an estimated accuracy of +/- 6 seconds.
 BK0112
 BK0112.The orthometric height was determined by differential leveling
 BK0112.and adjusted by the National Geodetic Survey in February 1994..
 BK0112
 BK0112.The geoid height was determined by GEOID03.
 BK0112
 BK0112.The dynamic height is computed by dividing the NAVD 88
 BK0112.geopotential number by the normal gravity value computed on the
 BK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0112.degrees latitude (g = 980.6199 gals.).
 BK0112
 BK0112.The modeled gravity was interpolated from observed gravity values.
 BK0112
 BK0112;                    North         East    Units  Estimated Accuracy
 BK0112;SPC LA S     -   226,700.      928,380.      MT  (+/- 180 meters Scaled)
 BK0112
 BK0112                          SUPERSEDED SURVEY CONTROL
 BK0112
 BK0112  NGVD 29 (??/??/??)   21.308  (m)           69.91   (f) ADJUSTED    1 2
 BK0112
 BK0112.Superseded values are not recommended for survey control.
 BK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0112.See file dsdata.txt to determine how the superseded data were derived.
 BK0112
 BK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP882793(NAD 83)
 BK0112_MARKER: DD = SURVEY DISK
 BK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0112_SP_SET: CONCRETE POST
 BK0112_STAMPING: 49 V 73 1973
 BK0112_MARK LOGO: LADH  
 BK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0112+STABILITY: SURFACE MOTION
 BK0112
 BK0112  HISTORY     - Date     Condition        Report By
 BK0112  HISTORY     - 1973     MONUMENTED       LADTD
 BK0112  HISTORY     - 1986     GOOD             NGS
 BK0112
 BK0112                          STATION DESCRIPTION
 BK0112
 BK0112'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0112'0.90 MI N FROM OPELOUSAS.
 BK0112'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.90 MILES NORTH ALONG
 BK0112'US HIGHWAY 167 AT THE INTERSECTION OF MAIN ST. AND CHURCH ST. 44 FEET
 BK0112'NORTH OF THE CENTERLINE OF CHURCH ST.  54 FEET EAST OF THE CENTERLINE
 BK0112'OF MAIN ST.  8 FEET WEST OF A 10 INCH MAGNOLIA TREE LOCATED ON THE
 BK0112'SOUTHWEST CORNER OF THE ST. LANDRY CATHOLIC CHURCH GROUNDS. 7 FEET
 BK0112'WEST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BK0112'FLUSH WITH THE GROUND.  SECTION 70, T 6 S, R 4 E.
 BK0112
 BK0112                          STATION RECOVERY (1986)
 BK0112
 BK0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0115 ***********************************************************************
 BK0115  DESIGNATION -  49 V 74 LADTD
 BK0115  PID         -  BK0115
 BK0115  STATE/COUNTY-  LA/ST LANDRY
 BK0115  USGS QUAD   -  OPELOUSAS (1992)
 BK0115
 BK0115                         *CURRENT SURVEY CONTROL
 BK0115  ___________________________________________________________________
 BK0115* NAD 83(1986)-  30 33 19.     (N)    092 04 25.     (W)     SCALED    
 BK0115* NAVD 88     -        21.02   (+/-2cm)      69.0    (feet)  VERTCON   
 BK0115  ___________________________________________________________________
 BK0115  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0115
 BK0115  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0115
 BK0115.The horizontal coordinates were scaled from a topographic map and have
 BK0115.an estimated accuracy of +/- 6 seconds.
 BK0115
 BK0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0115.The vertical order pertains to the NGVD 29 superseded value.
 BK0115
 BK0115.The geoid height was determined by GEOID03.
 BK0115
 BK0115;                    North         East    Units  Estimated Accuracy
 BK0115;SPC LA S     -   228,050.      928,980.      MT  (+/- 180 meters Scaled)
 BK0115
 BK0115                          SUPERSEDED SURVEY CONTROL
 BK0115
 BK0115  NGVD 29 (??/??/??)   20.981  (m)           68.84   (f) ADJUSTED    2 1
 BK0115
 BK0115.Superseded values are not recommended for survey control.
 BK0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0115.See file dsdata.txt to determine how the superseded data were derived.
 BK0115
 BK0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP888806(NAD 83)
 BK0115_MARKER: DD = SURVEY DISK
 BK0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0115_STAMPING: 49 V 74 1973
 BK0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0115+STABILITY: SURFACE MOTION
 BK0115
 BK0115  HISTORY     - Date     Condition        Report By
 BK0115  HISTORY     - 1973     MONUMENTED       LADTD
 BK0115
 BK0115                          STATION DESCRIPTION
 BK0115
 BK0115'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0115'1.8 MI N FROM OPELOUSAS.
 BK0115'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 1.8 MILES NORTH ALONG
 BK0115'US HIGHWAY 167.  78.0 FEET EAST OF THE CENTERLINE OF US HIGHWAY 167.
 BK0115'68.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK RESIDENCE OWNED
 BK0115'BY HOSIE DOUCET.  11.0 FEET NORTH OF A 5 INCH MAGNOLIA TREE. 1.2 FEET
 BK0115'NORTH OF A CHAIN LINK FENCE.  1.2 FEET WEST OF A STEEL WITNESS POST.
 BK0115'DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 50,
 BK0115'T 6 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0116 ***********************************************************************
 BK0116  DESIGNATION -  49 V 75 LADTD
 BK0116  PID         -  BK0116
 BK0116  STATE/COUNTY-  LA/ST LANDRY
 BK0116  USGS QUAD   -  OPELOUSAS (1992)
 BK0116
 BK0116                         *CURRENT SURVEY CONTROL
 BK0116  ___________________________________________________________________
 BK0116* NAD 83(1986)-  30 33 57.     (N)    092 04 23.     (W)     SCALED    
 BK0116* NAVD 88     -        20.90   (+/-2cm)      68.6    (feet)  VERTCON   
 BK0116  ___________________________________________________________________
 BK0116  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0116
 BK0116  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0116
 BK0116.The horizontal coordinates were scaled from a topographic map and have
 BK0116.an estimated accuracy of +/- 6 seconds.
 BK0116
 BK0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0116.The vertical order pertains to the NGVD 29 superseded value.
 BK0116
 BK0116.The geoid height was determined by GEOID03.
 BK0116
 BK0116;                    North         East    Units  Estimated Accuracy
 BK0116;SPC LA S     -   229,220.      929,040.      MT  (+/- 180 meters Scaled)
 BK0116
 BK0116                          SUPERSEDED SURVEY CONTROL
 BK0116
 BK0116  NGVD 29 (??/??/??)   20.867  (m)           68.46   (f) ADJUSTED    2 1
 BK0116
 BK0116.Superseded values are not recommended for survey control.
 BK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0116.See file dsdata.txt to determine how the superseded data were derived.
 BK0116
 BK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP888818(NAD 83)
 BK0116_MARKER: DD = SURVEY DISK
 BK0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0116_STAMPING: 49 V 75 1973
 BK0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0116+STABILITY: SURFACE MOTION
 BK0116
 BK0116  HISTORY     - Date     Condition        Report By
 BK0116  HISTORY     - 1973     MONUMENTED       LADTD
 BK0116
 BK0116                          STATION DESCRIPTION
 BK0116
 BK0116'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0116'2.6 MI N FROM OPELOUSAS.
 BK0116'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 2.6 MILES NORTH ALONG
 BK0116'US HIGHWAY 167.  175.0 FEET NORTH OF A PARISH ROAD LEADING WEST
 BK0116'(COMPRESS ROAD).  75.0 FEET WEST OF THE CENTERLINE OF US HIGHWAY 167.
 BK0116'38.0 FEET NORTHEAST OF A 30 INCH RED OAK TREE.  70.0 FEET SOUTH OF A
 BK0116'30 INCH PINE TREE.  33.0 FEET WEST OF A STEEL WITNESS POST.  DISK IN
 BK0116'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 52, T 6 S,
 BK0116'R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3373 ***********************************************************************
 BK3373  DESIGNATION -  49 V 76 RESET
 BK3373  PID         -  BK3373
 BK3373  STATE/COUNTY-  LA/ST LANDRY
 BK3373  USGS QUAD   -  OPELOUSAS (1992)
 BK3373
 BK3373                         *CURRENT SURVEY CONTROL
 BK3373  ___________________________________________________________________
 BK3373* NAD 83(1986)-  30 35 08.     (N)    092 04 10.     (W)     SCALED    
 BK3373* NAVD 88     -        21.95   (+/-2cm)      72.0    (feet)  VERTCON   
 BK3373  ___________________________________________________________________
 BK3373  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK3373
 BK3373  VERT ORDER  -  THIRD (See Below)
 BK3373
 BK3373.The horizontal coordinates were scaled from a topographic map and have
 BK3373.an estimated accuracy of +/- 6 seconds.
 BK3373
 BK3373.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3373.The vertical order pertains to the NGVD 29 superseded value.
 BK3373
 BK3373.The geoid height was determined by GEOID03.
 BK3373
 BK3373;                    North         East    Units  Estimated Accuracy
 BK3373;SPC LA S     -   231,400.      929,400.      MT  (+/- 180 meters Scaled)
 BK3373
 BK3373                          SUPERSEDED SURVEY CONTROL
 BK3373
 BK3373  NGVD 29 (09/18/05)   21.91   (m)           71.9    (f) RESET       3  
 BK3373
 BK3373.Superseded values are not recommended for survey control.
 BK3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3373.See file dsdata.txt to determine how the superseded data were derived.
 BK3373
 BK3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP892840(NAD 83)
 BK3373_MARKER: DD = SURVEY DISK
 BK3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3373_SP_SET: CONCRETE POST
 BK3373_STAMPING: 49V76 RESET 1987
 BK3373_MARK LOGO: LADH  
 BK3373_PROJECTION: FLUSH
 BK3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3373+STABILITY: SURFACE MOTION
 BK3373
 BK3373  HISTORY     - Date     Condition        Report By
 BK3373  HISTORY     - 1987     MONUMENTED
 BK3373
 BK3373                          STATION DESCRIPTION
 BK3373
 BK3373'DESCRIBED 1987
 BK3373'6.4 KM (4 MI) NORTH FROM OPELOUSAS.
 BK3373'ABOUT 6.4 KM (4 MI) NORTH ON STATE HIGHWAY 182 FROM THE POST OFFICE IN
 BK3373'OPELOUSAS TO THE MARK ON THE RIGHT, ABOUT 0.2 KM (0.1 MI) SOUTH OF THE
 BK3373'JUNCTION OF STATE HIGHWAYS 182 AND 10 AND U.S. HIGHWAY 167 IN THE
 BK3373'COMMUNITY OF NUBA, 57 METERS (187 FT) SOUTHWEST OF THE SOUTH CORNER OF
 BK3373'JOHNS KWIK SHOP, 11.9 METERS (39 FT) EAST OF THE CENTER OF HIGHWAY
 BK3373'182, 7.8 METERS (25.5 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF AN
 BK3373'18-INCH CONCRETE CULVERT, 5.8 METERS (19 FT) WEST-NORTHWEST OF A 10-
 BK3373'INCH WATER OAK TREE AND 1.5 METERS (5 FT) NORTH OF A BRACE POLE.
 BK3373'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BK3373'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0119 ***********************************************************************
 BK0119  DESIGNATION -  49 V 77 LADTD
 BK0119  PID         -  BK0119
 BK0119  STATE/COUNTY-  LA/ST LANDRY
 BK0119  USGS QUAD   -  OPELOUSAS (1992)
 BK0119
 BK0119                         *CURRENT SURVEY CONTROL
 BK0119  ___________________________________________________________________
 BK0119* NAD 83(1986)-  30 35 17.     (N)    092 04 58.     (W)     SCALED    
 BK0119* NAVD 88     -        22.31   (+/-2cm)      73.2    (feet)  VERTCON   
 BK0119  ___________________________________________________________________
 BK0119  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK0119
 BK0119  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0119
 BK0119.The horizontal coordinates were scaled from a topographic map and have
 BK0119.an estimated accuracy of +/- 6 seconds.
 BK0119
 BK0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0119.The vertical order pertains to the NGVD 29 superseded value.
 BK0119
 BK0119.The geoid height was determined by GEOID03.
 BK0119
 BK0119;                    North         East    Units  Estimated Accuracy
 BK0119;SPC LA S     -   231,690.      928,120.      MT  (+/- 180 meters Scaled)
 BK0119
 BK0119                          SUPERSEDED SURVEY CONTROL
 BK0119
 BK0119  NGVD 29 (??/??/??)   22.276  (m)           73.08   (f) ADJUSTED    2 1
 BK0119
 BK0119.Superseded values are not recommended for survey control.
 BK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0119.See file dsdata.txt to determine how the superseded data were derived.
 BK0119
 BK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP879843(NAD 83)
 BK0119_MARKER: DD = SURVEY DISK
 BK0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0119_STAMPING: 49 V 77 1973
 BK0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0119+STABILITY: SURFACE MOTION
 BK0119
 BK0119  HISTORY     - Date     Condition        Report By
 BK0119  HISTORY     - 1973     MONUMENTED       LADTD
 BK0119
 BK0119                          STATION DESCRIPTION
 BK0119
 BK0119'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0119'4.8 MI NW FROM OPELOUSAS.
 BK0119'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 4.8 MILES NORTHWEST
 BK0119'ALONG US HIGHWAY 167.  84 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY
 BK0119'167.  73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FRAME
 BK0119'RESIDENCE OWNED BY M. MARTIN.  43 FEET SOUTH OF A STEEL WITNESS POST.
 BK0119'THIS MARKER IS LOCATED NEAR A SMALL POND.  DISK IN THE TOP OF A
 BK0119'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 52, T 5 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0120 ***********************************************************************
 BK0120  DESIGNATION -  49 V 78 LADTD
 BK0120  PID         -  BK0120
 BK0120  STATE/COUNTY-  LA/ST LANDRY
 BK0120  USGS QUAD   -  OPELOUSAS (1992)
 BK0120
 BK0120                         *CURRENT SURVEY CONTROL
 BK0120  ___________________________________________________________________
 BK0120* NAD 83(1986)-  30 35 24.     (N)    092 05 44.     (W)     SCALED    
 BK0120* NAVD 88     -        23.08   (+/-2cm)      75.7    (feet)  VERTCON   
 BK0120  ___________________________________________________________________
 BK0120  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK0120
 BK0120  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0120
 BK0120.The horizontal coordinates were scaled from a topographic map and have
 BK0120.an estimated accuracy of +/- 6 seconds.
 BK0120
 BK0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0120.The vertical order pertains to the NGVD 29 superseded value.
 BK0120
 BK0120.The geoid height was determined by GEOID03.
 BK0120
 BK0120;                    North         East    Units  Estimated Accuracy
 BK0120;SPC LA S     -   231,910.      926,900.      MT  (+/- 180 meters Scaled)
 BK0120
 BK0120                          SUPERSEDED SURVEY CONTROL
 BK0120
 BK0120  NGVD 29 (??/??/??)   23.038  (m)           75.58   (f) ADJUSTED    2 1
 BK0120
 BK0120.Superseded values are not recommended for survey control.
 BK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0120.See file dsdata.txt to determine how the superseded data were derived.
 BK0120
 BK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP867845(NAD 83)
 BK0120_MARKER: DD = SURVEY DISK
 BK0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0120_STAMPING: 49 V 78 1973
 BK0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0120+STABILITY: SURFACE MOTION
 BK0120
 BK0120  HISTORY     - Date     Condition        Report By
 BK0120  HISTORY     - 1973     MONUMENTED       LADTD
 BK0120
 BK0120                          STATION DESCRIPTION
 BK0120
 BK0120'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0120'5.6 MI NW FROM OPELOUSAS.
 BK0120'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 5.6 MILES NORTHWEST
 BK0120'ALONG US HIGHWAY 167.  54 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY
 BK0120'167.  2.0 FEET EAST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK STORE.
 BK0120'119 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 749. 2.0 FEET
 BK0120'WEST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BK0120'FLUSH WITH THE GROUND.  SECTION 21, T 5 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0121 ***********************************************************************
 BK0121  DESIGNATION -  49 V 79 LADTD
 BK0121  PID         -  BK0121
 BK0121  STATE/COUNTY-  LA/ST LANDRY
 BK0121  USGS QUAD   -  OPELOUSAS (1992)
 BK0121
 BK0121                         *CURRENT SURVEY CONTROL
 BK0121  ___________________________________________________________________
 BK0121* NAD 83(1986)-  30 36 03.     (N)    092 06 26.     (W)     SCALED    
 BK0121* NAVD 88     -        21.96   (+/-2cm)      72.0    (feet)  VERTCON   
 BK0121  ___________________________________________________________________
 BK0121  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0121
 BK0121  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0121
 BK0121.The horizontal coordinates were scaled from a topographic map and have
 BK0121.an estimated accuracy of +/- 6 seconds.
 BK0121
 BK0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0121.The vertical order pertains to the NGVD 29 superseded value.
 BK0121
 BK0121.The geoid height was determined by GEOID03.
 BK0121
 BK0121;                    North         East    Units  Estimated Accuracy
 BK0121;SPC LA S     -   233,120.      925,790.      MT  (+/- 180 meters Scaled)
 BK0121
 BK0121                          SUPERSEDED SURVEY CONTROL
 BK0121
 BK0121  NGVD 29 (??/??/??)   21.922  (m)           71.92   (f) ADJUSTED    2 1
 BK0121
 BK0121.Superseded values are not recommended for survey control.
 BK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0121.See file dsdata.txt to determine how the superseded data were derived.
 BK0121
 BK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP855857(NAD 83)
 BK0121_MARKER: DD = SURVEY DISK
 BK0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0121_STAMPING: 49 V 79 1973
 BK0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0121+STABILITY: SURFACE MOTION
 BK0121
 BK0121  HISTORY     - Date     Condition        Report By
 BK0121  HISTORY     - 1973     MONUMENTED       LADTD
 BK0121
 BK0121                          STATION DESCRIPTION
 BK0121
 BK0121'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0121'1.30 MI E FROM PLAISANCE.
 BK0121'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 1.30 MILES EAST ALONG
 BK0121'US HIGHWAY 167.  84 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY 167. 54
 BK0121'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK RESIDENCE.  12 FEET
 BK0121'NORTH OF A POWER POLE.  1.0 FOOT NORTHWEST OF A CHAIN LINK FENCE. 1.0
 BK0121'FOOT WEST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BK0121'FLUSH WITH THE GROUND.  SECTION 50, T 5 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0486 ***********************************************************************
 BK0486  DESIGNATION -  49 V 8 LADTD
 BK0486  PID         -  BK0486
 BK0486  STATE/COUNTY-  LA/ST LANDRY
 BK0486  USGS QUAD   -  CHURCH POINT (1983)
 BK0486
 BK0486                         *CURRENT SURVEY CONTROL
 BK0486  ___________________________________________________________________
 BK0486* NAD 83(1986)-  30 27 18.     (N)    092 12 23.     (W)     SCALED    
 BK0486* NAVD 88     -        16.36   (+/-2cm)      53.7    (feet)  VERTCON   
 BK0486  ___________________________________________________________________
 BK0486  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK0486
 BK0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0486
 BK0486.The horizontal coordinates were scaled from a topographic map and have
 BK0486.an estimated accuracy of +/- 6 seconds.
 BK0486
 BK0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0486.The vertical order pertains to the NGVD 29 superseded value.
 BK0486
 BK0486.The geoid height was determined by GEOID03.
 BK0486
 BK0486;                    North         East    Units  Estimated Accuracy
 BK0486;SPC LA S     -   217,020.      916,150.      MT  (+/- 180 meters Scaled)
 BK0486
 BK0486                          SUPERSEDED SURVEY CONTROL
 BK0486
 BK0486  NGVD 29 (??/??/??)   16.322  (m)           53.55   (f) ADJUSTED    2 0
 BK0486
 BK0486.Superseded values are not recommended for survey control.
 BK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0486.See file dsdata.txt to determine how the superseded data were derived.
 BK0486
 BK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP761694(NAD 83)
 BK0486_MARKER: DD = SURVEY DISK
 BK0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0486_STAMPING: 49V8 1968
 BK0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0486+STABILITY: SURFACE MOTION
 BK0486
 BK0486  HISTORY     - Date     Condition        Report By
 BK0486  HISTORY     - 1968     MONUMENTED       LADTD
 BK0486  HISTORY     - 1969     GOOD             LADTD
 BK0486
 BK0486                          STATION DESCRIPTION
 BK0486
 BK0486'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0486'4.15 MI N FROM CHURCH POINT.
 BK0486'ABOUT 0.20 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 35 AND 95 (NORTH
 BK0486'MAIN STREET) FROM THE TEXAS AND PACIFIC RAILROAD STATION IN CHURCH
 BK0486'POINT TO THE JUNCTION OF LOUISIANA HIGHWAYS 35 AND 95.  THENCE ABOUT
 BK0486'3.95 MILES NORTH ALONG LOUISIANA HIGHWAY 35.  IN SECTION 62, T7S, R3E.
 BK0486'62.4 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 35, 56.5 FEET
 BK0486'EAST OF THE NORTHEAST CORNER OF A BRICK VENEER RESIDENCE BELONGING TO
 BK0486'JOHN JOUBERT, 77.4 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOOD FRAME
 BK0486'BARN, 74.8 FEET NORTH OF THE CENTERLINE OF A SHELL DRIVEWAY, 4.2 FEET
 BK0486'EAST-SOUTHEAST OF A 12 INCH PINE TREE, 0.8 FOOT NORTH OF A WOOD FENCE.
 BK0486'SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. THE MARK IS
 BK0486'LOCATED 1.3 FEET EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0123 ***********************************************************************
 BK0123  DESIGNATION -  49 V 80 LADTD
 BK0123  PID         -  BK0123
 BK0123  STATE/COUNTY-  LA/ST LANDRY
 BK0123  USGS QUAD   -  LAWTELL (1983)
 BK0123
 BK0123                         *CURRENT SURVEY CONTROL
 BK0123  ___________________________________________________________________
 BK0123* NAD 83(1986)-  30 37 06.     (N)    092 07 55.     (W)     SCALED    
 BK0123* NAVD 88     -        19.70   (+/-2cm)      64.6    (feet)  VERTCON   
 BK0123  ___________________________________________________________________
 BK0123  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0123
 BK0123  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0123
 BK0123.The horizontal coordinates were scaled from a topographic map and have
 BK0123.an estimated accuracy of +/- 6 seconds.
 BK0123
 BK0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0123.The vertical order pertains to the NGVD 29 superseded value.
 BK0123
 BK0123.The geoid height was determined by GEOID03.
 BK0123
 BK0123;                    North         East    Units  Estimated Accuracy
 BK0123;SPC LA S     -   235,080.      923,430.      MT  (+/- 180 meters Scaled)
 BK0123
 BK0123                          SUPERSEDED SURVEY CONTROL
 BK0123
 BK0123  NGVD 29 (??/??/??)   19.669  (m)           64.53   (f) ADJUSTED    2 1
 BK0123
 BK0123.Superseded values are not recommended for survey control.
 BK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0123.See file dsdata.txt to determine how the superseded data were derived.
 BK0123
 BK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP832876(NAD 83)
 BK0123_MARKER: DD = SURVEY DISK
 BK0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0123_STAMPING: 49 V 80 1973
 BK0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0123+STABILITY: SURFACE MOTION
 BK0123
 BK0123  HISTORY     - Date     Condition        Report By
 BK0123  HISTORY     - 1973     MONUMENTED       LADTD
 BK0123
 BK0123                          STATION DESCRIPTION
 BK0123
 BK0123'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0123'IN PLAISANCE.
 BK0123'FROM THE PLAISANCE HIGH SCHOOL AT PLAISANCE, THENCE 54.0 FEET
 BK0123'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME BUILDING ON THE
 BK0123'PLAISANCE HIGH SCHOOL GROUNDS.  67.0 FEET NORTH OF A 36 INCH RED OAK
 BK0123'TREE.  15.0 FEET NORTHEAST OF A 20 INCH PINE TREE.  102.0 FEET NORTH
 BK0123'OF THE CENTERLINE OF US HIGHWAY 167.  8.0 FEET WEST OF A STEEL WITNESS
 BK0123'POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK0123'SECTION 14, T 5 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0124 ***********************************************************************
 BK0124  DESIGNATION -  49 V 81 LADTD
 BK0124  PID         -  BK0124
 BK0124  STATE/COUNTY-  LA/ST LANDRY
 BK0124  USGS QUAD   -  TATE COVE (1992)
 BK0124
 BK0124                         *CURRENT SURVEY CONTROL
 BK0124  ___________________________________________________________________
 BK0124* NAD 83(1986)-  30 37 37.     (N)    092 08 45.     (W)     SCALED    
 BK0124* NAVD 88     -        20.49   (+/-2cm)      67.2    (feet)  VERTCON   
 BK0124  ___________________________________________________________________
 BK0124  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0124
 BK0124  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0124
 BK0124.The horizontal coordinates were scaled from a topographic map and have
 BK0124.an estimated accuracy of +/- 6 seconds.
 BK0124
 BK0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0124.The vertical order pertains to the NGVD 29 superseded value.
 BK0124
 BK0124.The geoid height was determined by GEOID03.
 BK0124
 BK0124;                    North         East    Units  Estimated Accuracy
 BK0124;SPC LA S     -   236,040.      922,100.      MT  (+/- 180 meters Scaled)
 BK0124
 BK0124                          SUPERSEDED SURVEY CONTROL
 BK0124
 BK0124  NGVD 29 (??/??/??)   20.454  (m)           67.11   (f) ADJUSTED    2 1
 BK0124
 BK0124.Superseded values are not recommended for survey control.
 BK0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0124.See file dsdata.txt to determine how the superseded data were derived.
 BK0124
 BK0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP818885(NAD 83)
 BK0124_MARKER: DD = SURVEY DISK
 BK0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0124_STAMPING: 49 V 81 1973
 BK0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0124+STABILITY: SURFACE MOTION
 BK0124
 BK0124  HISTORY     - Date     Condition        Report By
 BK0124  HISTORY     - 1973     MONUMENTED       LADTD
 BK0124
 BK0124                          STATION DESCRIPTION
 BK0124
 BK0124'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0124'1.0 MI NW FROM PLAISANCE.
 BK0124'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 1.0 MILES NORTHWEST
 BK0124'ALONG US HIGHWAY 167.  80.0 FEET NORTH OF THE CENTERLINE OF US HIGHWAY
 BK0124'167.  25.0 FEET NORTHEAST OF A SERVICE POWER POLE.  89.0 FEET
 BK0124'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE.  1.0 FOOT EAST
 BK0124'OF A 6 FOOT CHAIN LINK FENCE AROUND CLECO BOOSTER STATION.  25.0 FEET
 BK0124'NORTHEAST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BK0124'FLUSH WITH THE GROUND.  SECTION 109, T 5 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0125 ***********************************************************************
 BK0125  DESIGNATION -  49 V 82 LADTD
 BK0125  PID         -  BK0125
 BK0125  STATE/COUNTY-  LA/ST LANDRY
 BK0125  USGS QUAD   -  TATE COVE (1992)
 BK0125
 BK0125                         *CURRENT SURVEY CONTROL
 BK0125  ___________________________________________________________________
 BK0125* NAD 83(1986)-  30 38 04.     (N)    092 09 40.     (W)     SCALED    
 BK0125* NAVD 88     -        19.63   (+/-2cm)      64.4    (feet)  VERTCON   
 BK0125  ___________________________________________________________________
 BK0125  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0125
 BK0125  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0125
 BK0125.The horizontal coordinates were scaled from a topographic map and have
 BK0125.an estimated accuracy of +/- 6 seconds.
 BK0125
 BK0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0125.The vertical order pertains to the NGVD 29 superseded value.
 BK0125
 BK0125.The geoid height was determined by GEOID03.
 BK0125
 BK0125;                    North         East    Units  Estimated Accuracy
 BK0125;SPC LA S     -   236,880.      920,650.      MT  (+/- 180 meters Scaled)
 BK0125
 BK0125                          SUPERSEDED SURVEY CONTROL
 BK0125
 BK0125  NGVD 29 (??/??/??)   19.599  (m)           64.30   (f) ADJUSTED    2 1
 BK0125
 BK0125.Superseded values are not recommended for survey control.
 BK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0125.See file dsdata.txt to determine how the superseded data were derived.
 BK0125
 BK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP803893(NAD 83)
 BK0125_MARKER: DD = SURVEY DISK
 BK0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0125_STAMPING: 49 V 82 1973
 BK0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0125+STABILITY: SURFACE MOTION
 BK0125
 BK0125  HISTORY     - Date     Condition        Report By
 BK0125  HISTORY     - 1973     MONUMENTED       LADTD
 BK0125
 BK0125                          STATION DESCRIPTION
 BK0125
 BK0125'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0125'2.1 MI NW FROM PLAISANCE.
 BK0125'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 2.1 MILES NORTHWEST
 BK0125'ALONG US HIGHWAY 167 NEAR THE INTERSECTION OF LOUISIANA HIGHWAY 103
 BK0125'LEADING SOUTHWEST.  64.0 FEET WEST OF THE CENTERLINE OF LOUISIANA
 BK0125'HIGHWAY 103.  81.0 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY 167.
 BK0125'31.0 SOUTHEAST OF A 12 INCH POWER POLE.  THIS MARKER IS LOCATED IN THE
 BK0125'SOUTHWEST FENCE FLARE AT THE JUNCTION OF US HIGHWAY 167 AND LOUISIANA
 BK0125'HIGHWAY 103.  1.0 FOOT SOUTHEAST OF A STEEL WITNESS POST. DISK IN THE
 BK0125'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 107, T 5 S, R 3
 BK0125'E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0130 ***********************************************************************
 BK0130  DESIGNATION -  49 V 83 LADTD
 BK0130  PID         -  BK0130
 BK0130  STATE/COUNTY-  LA/ST LANDRY
 BK0130  USGS QUAD   -  LAWTELL (1983)
 BK0130
 BK0130                         *CURRENT SURVEY CONTROL
 BK0130  ___________________________________________________________________
 BK0130* NAD 83(1986)-  30 37 28.     (N)    092 10 32.     (W)     SCALED    
 BK0130* NAVD 88     -        19.11   (+/-2cm)      62.7    (feet)  VERTCON   
 BK0130  ___________________________________________________________________
 BK0130  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0130
 BK0130  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0130
 BK0130.The horizontal coordinates were scaled from a topographic map and have
 BK0130.an estimated accuracy of +/- 6 seconds.
 BK0130
 BK0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0130.The vertical order pertains to the NGVD 29 superseded value.
 BK0130
 BK0130.The geoid height was determined by GEOID03.
 BK0130
 BK0130;                    North         East    Units  Estimated Accuracy
 BK0130;SPC LA S     -   235,780.      919,250.      MT  (+/- 180 meters Scaled)
 BK0130
 BK0130                          SUPERSEDED SURVEY CONTROL
 BK0130
 BK0130  NGVD 29 (??/??/??)   19.078  (m)           62.59   (f) ADJUSTED    2 1
 BK0130
 BK0130.Superseded values are not recommended for survey control.
 BK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0130.See file dsdata.txt to determine how the superseded data were derived.
 BK0130
 BK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP790882(NAD 83)
 BK0130_MARKER: DD = SURVEY DISK
 BK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0130_STAMPING: 49 V 83 1973
 BK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0130+STABILITY: SURFACE MOTION
 BK0130
 BK0130  HISTORY     - Date     Condition        Report By
 BK0130  HISTORY     - 1973     MONUMENTED       LADTD
 BK0130
 BK0130                          STATION DESCRIPTION
 BK0130
 BK0130'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0130'3.6 MI W FROM PLAISANCE.
 BK0130'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 2.4 MILES WEST ALONG
 BK0130'US HIGHWAY 167 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103.  THENCE
 BK0130'ABOUT 1.2 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 103.  120.0 FEET
 BK0130'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME CATHOLIC CHURCH.
 BK0130'37.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE.
 BK0130'101.0 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 103. 1.0 FOOT
 BK0130'EAST OF A CHAIN LINK FENCE.  29.0 FEET NORTH OF A WITNESS POST. DISK
 BK0130'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 53, T 5
 BK0130'S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0131 ***********************************************************************
 BK0131  DESIGNATION -  49 V 84 LADTD
 BK0131  PID         -  BK0131
 BK0131  STATE/COUNTY-  LA/ST LANDRY
 BK0131  USGS QUAD   -  LAWTELL (1983)
 BK0131
 BK0131                         *CURRENT SURVEY CONTROL
 BK0131  ___________________________________________________________________
 BK0131* NAD 83(1986)-  30 37 18.     (N)    092 11 18.     (W)     SCALED    
 BK0131* NAVD 88     -        18.71   (+/-2cm)      61.4    (feet)  VERTCON   
 BK0131  ___________________________________________________________________
 BK0131  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0131
 BK0131  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0131
 BK0131.The horizontal coordinates were scaled from a topographic map and have
 BK0131.an estimated accuracy of +/- 6 seconds.
 BK0131
 BK0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0131.The vertical order pertains to the NGVD 29 superseded value.
 BK0131
 BK0131.The geoid height was determined by GEOID03.
 BK0131
 BK0131;                    North         East    Units  Estimated Accuracy
 BK0131;SPC LA S     -   235,490.      918,030.      MT  (+/- 180 meters Scaled)
 BK0131
 BK0131                          SUPERSEDED SURVEY CONTROL
 BK0131
 BK0131  NGVD 29 (??/??/??)   18.678  (m)           61.28   (f) ADJUSTED    2 1
 BK0131
 BK0131.Superseded values are not recommended for survey control.
 BK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0131.See file dsdata.txt to determine how the superseded data were derived.
 BK0131
 BK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP777879(NAD 83)
 BK0131_MARKER: DD = SURVEY DISK
 BK0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0131_STAMPING: 49 V 84 1973
 BK0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0131+STABILITY: SURFACE MOTION
 BK0131
 BK0131  HISTORY     - Date     Condition        Report By
 BK0131  HISTORY     - 1973     MONUMENTED       LADTD
 BK0131  HISTORY     - 1981     MARK NOT FOUND   USGS
 BK0131
 BK0131                          STATION DESCRIPTION
 BK0131
 BK0131'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0131'4.5 MI SW FROM PLAISANCE.
 BK0131'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 2.4 MILES WEST ALONG
 BK0131'US HIGHWAY 167 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103.  THENCE
 BK0131'ABOUT 2.1 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 103.  78 FEET
 BK0131'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  54 FEET
 BK0131'NORTHEAST OF THE CENTERLINE OF THE T AND P. R/R.  3 FEET SOUTHEAST OF
 BK0131'A POWER POLE.  1.2 FEET SOUTHEAST OF A STEEL WITNESS POST.  DISK IN
 BK0131'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 104, T 5 S,
 BK0131'R 3 E.
 BK0131
 BK0131                          STATION RECOVERY (1981)
 BK0131
 BK0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BK0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0132 ***********************************************************************
 BK0132  DESIGNATION -  49 V 85 LADTD
 BK0132  PID         -  BK0132
 BK0132  STATE/COUNTY-  LA/ST LANDRY
 BK0132  USGS QUAD   -  LAWTELL (1983)
 BK0132
 BK0132                         *CURRENT SURVEY CONTROL
 BK0132  ___________________________________________________________________
 BK0132* NAD 83(1986)-  30 36 36.     (N)    092 11 23.     (W)     SCALED    
 BK0132* NAVD 88     -        18.90   (+/-2cm)      62.0    (feet)  VERTCON   
 BK0132  ___________________________________________________________________
 BK0132  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0132
 BK0132  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0132
 BK0132.The horizontal coordinates were scaled from a topographic map and have
 BK0132.an estimated accuracy of +/- 6 seconds.
 BK0132
 BK0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0132.The vertical order pertains to the NGVD 29 superseded value.
 BK0132
 BK0132.The geoid height was determined by GEOID03.
 BK0132
 BK0132;                    North         East    Units  Estimated Accuracy
 BK0132;SPC LA S     -   234,190.      917,880.      MT  (+/- 180 meters Scaled)
 BK0132
 BK0132                          SUPERSEDED SURVEY CONTROL
 BK0132
 BK0132  NGVD 29 (??/??/??)   18.861  (m)           61.88   (f) ADJUSTED    2 1
 BK0132
 BK0132.Superseded values are not recommended for survey control.
 BK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0132.See file dsdata.txt to determine how the superseded data were derived.
 BK0132
 BK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP776866(NAD 83)
 BK0132_MARKER: DD = SURVEY DISK
 BK0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0132_STAMPING: 49 V 85 1973
 BK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0132+STABILITY: SURFACE MOTION
 BK0132
 BK0132  HISTORY     - Date     Condition        Report By
 BK0132  HISTORY     - 1973     MONUMENTED       LADTD
 BK0132
 BK0132                          STATION DESCRIPTION
 BK0132
 BK0132'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0132'5.4 MI SW FROM PLAISANCE.
 BK0132'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 2.4 MILES WEST ALONG
 BK0132'US HIGHWAY 167 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103.  THENCE
 BK0132'ABOUT 3.0 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 103.  78 FEET WEST
 BK0132'OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  14 FEET EAST OF THE
 BK0132'NORTHEAST CORNER OF A WOOD FRAME RESIDENCE.  1.2 FEET NORTH OF A CHAIN
 BK0132'LINK FENCE.  37 FEET WEST OF A 10 INCH PINE TREE.  THIS MARKER IS
 BK0132'LOCATED 0.90 MILES SOUTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY
 BK0132'103 AND THE T AND P. R/R.  38.0 FEET WEST OF A STEEL WITNESS POST.
 BK0132'DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 61,
 BK0132'T 5 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0133 ***********************************************************************
 BK0133  DESIGNATION -  49 V 86 LADTD
 BK0133  PID         -  BK0133
 BK0133  STATE/COUNTY-  LA/ST LANDRY
 BK0133  USGS QUAD   -  LAWTELL (1983)
 BK0133
 BK0133                         *CURRENT SURVEY CONTROL
 BK0133  ___________________________________________________________________
 BK0133* NAD 83(1986)-  30 35 47.     (N)    092 11 41.     (W)     SCALED    
 BK0133* NAVD 88     -        18.55   (+/-2cm)      60.9    (feet)  VERTCON   
 BK0133  ___________________________________________________________________
 BK0133  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0133
 BK0133  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0133
 BK0133.The horizontal coordinates were scaled from a topographic map and have
 BK0133.an estimated accuracy of +/- 6 seconds.
 BK0133
 BK0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0133.The vertical order pertains to the NGVD 29 superseded value.
 BK0133
 BK0133.The geoid height was determined by GEOID03.
 BK0133
 BK0133;                    North         East    Units  Estimated Accuracy
 BK0133;SPC LA S     -   232,690.      917,390.      MT  (+/- 180 meters Scaled)
 BK0133
 BK0133                          SUPERSEDED SURVEY CONTROL
 BK0133
 BK0133  NGVD 29 (??/??/??)   18.511  (m)           60.73   (f) ADJUSTED    2 1
 BK0133
 BK0133.Superseded values are not recommended for survey control.
 BK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0133.See file dsdata.txt to determine how the superseded data were derived.
 BK0133
 BK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP772851(NAD 83)
 BK0133_MARKER: DD = SURVEY DISK
 BK0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0133_SP_SET: CONCRETE CAP
 BK0133_STAMPING: 49 V 86 1973
 BK0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0133
 BK0133  HISTORY     - Date     Condition        Report By
 BK0133  HISTORY     - 1973     MONUMENTED       LADTD
 BK0133
 BK0133                          STATION DESCRIPTION
 BK0133
 BK0133'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0133'6.4 MI SW FROM PLAISANCE.
 BK0133'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 2.4 MILES WEST ALONG
 BK0133'US HIGHWAY 167 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103.  THENCE
 BK0133'ABOUT 4.0 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 103.  18.0 FEET OF
 BK0133'THE CENTERLINE OF LOUISIANA HIGHWAY 103 LOCATED ON THE SOUTHWEST
 BK0133'CORNER OF THE BRIDGE CAP.  BRIDGE IS ACROSS BAYOU MALLET 51.0 FEET
 BK0133'SOUTHEAST OF A POWER POLE.  3.0 FEET WEST OF A STEEL WITNESS POST.
 BK0133'DISK IN THE TOP OF A CONCRETE CAP.  SECTION 78, T 5 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0140 ***********************************************************************
 BK0140  DESIGNATION -  49 V 87 LADTD
 BK0140  PID         -  BK0140
 BK0140  STATE/COUNTY-  LA/ST LANDRY
 BK0140  USGS QUAD   -  LAWTELL (1983)
 BK0140
 BK0140                         *CURRENT SURVEY CONTROL
 BK0140  ___________________________________________________________________
 BK0140* NAD 83(1986)-  30 33 54.     (N)    092 12 29.     (W)     SCALED    
 BK0140* NAVD 88     -        19.34   (+/-2cm)      63.5    (feet)  VERTCON   
 BK0140  ___________________________________________________________________
 BK0140  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK0140
 BK0140  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0140
 BK0140.The horizontal coordinates were scaled from a topographic map and have
 BK0140.an estimated accuracy of +/- 6 seconds.
 BK0140
 BK0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0140.The vertical order pertains to the NGVD 29 superseded value.
 BK0140
 BK0140.The geoid height was determined by GEOID03.
 BK0140
 BK0140;                    North         East    Units  Estimated Accuracy
 BK0140;SPC LA S     -   229,220.      916,090.      MT  (+/- 180 meters Scaled)
 BK0140
 BK0140                          SUPERSEDED SURVEY CONTROL
 BK0140
 BK0140  NGVD 29 (??/??/??)   19.301  (m)           63.32   (f) ADJUSTED    2 1
 BK0140
 BK0140.Superseded values are not recommended for survey control.
 BK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0140.See file dsdata.txt to determine how the superseded data were derived.
 BK0140
 BK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP759816(NAD 83)
 BK0140_MARKER: DD = SURVEY DISK
 BK0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0140_STAMPING: 49 V 87 1973
 BK0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0140+STABILITY: SURFACE MOTION
 BK0140
 BK0140  HISTORY     - Date     Condition        Report By
 BK0140  HISTORY     - 1973     MONUMENTED       LADTD
 BK0140
 BK0140                          STATION DESCRIPTION
 BK0140
 BK0140'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0140'5.25 MI NW FROM LAWTELL.
 BK0140'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0140'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WEST BOUND
 BK0140'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.5 MILES WEST ALONG US 190
 BK0140'TO THE INTERSECTION OF LOUISIANA HIGHWAY 103 LEADING NORTH. THENCE
 BK0140'ABOUT 3.5 MILES NORTH ALONG LOUISIANA HIGHWAY 103.  64 FEET EAST OF
 BK0140'THE CENTERLINE OF LOUISIANA HIGHWAY 103.  17 FEET NORTHEAST OF THE
 BK0140'PRAIRIE RONDE BAPTIST CHURCH.  1.0 FOOT WEST-SOUTHWEST OF A MESH AND
 BK0140'BARBED WIRE FENCE.  29.0 FEET SOUTHEAST OF A STEEL WITNESS POST. DISK
 BK0140'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 6, T 6 S,
 BK0140'R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0141 ***********************************************************************
 BK0141  DESIGNATION -  49 V 88 LADTD
 BK0141  PID         -  BK0141
 BK0141  STATE/COUNTY-  LA/ST LANDRY
 BK0141  USGS QUAD   -  LAWTELL (1983)
 BK0141
 BK0141                         *CURRENT SURVEY CONTROL
 BK0141  ___________________________________________________________________
 BK0141* NAD 83(1986)-  30 33 13.     (N)    092 12 40.     (W)     SCALED    
 BK0141* NAVD 88     -        18.58   (+/-2cm)      61.0    (feet)  VERTCON   
 BK0141  ___________________________________________________________________
 BK0141  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK0141
 BK0141  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0141
 BK0141.The horizontal coordinates were scaled from a topographic map and have
 BK0141.an estimated accuracy of +/- 6 seconds.
 BK0141
 BK0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0141.The vertical order pertains to the NGVD 29 superseded value.
 BK0141
 BK0141.The geoid height was determined by GEOID03.
 BK0141
 BK0141;                    North         East    Units  Estimated Accuracy
 BK0141;SPC LA S     -   227,960.      915,780.      MT  (+/- 180 meters Scaled)
 BK0141
 BK0141                          SUPERSEDED SURVEY CONTROL
 BK0141
 BK0141  NGVD 29 (??/??/??)   18.536  (m)           60.81   (f) ADJUSTED    2 1
 BK0141
 BK0141.Superseded values are not recommended for survey control.
 BK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0141.See file dsdata.txt to determine how the superseded data were derived.
 BK0141
 BK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP756803(NAD 83)
 BK0141_MARKER: DD = SURVEY DISK
 BK0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0141_SP_SET: CONCRETE CAP
 BK0141_STAMPING: 49 V 88 1973
 BK0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0141
 BK0141  HISTORY     - Date     Condition        Report By
 BK0141  HISTORY     - 1973     MONUMENTED       LADTD
 BK0141
 BK0141                          STATION DESCRIPTION
 BK0141
 BK0141'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0141'4.35 MI NW FROM LAWTELL.
 BK0141'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0141'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WEST BOUND
 BK0141'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.5 MILES WEST ALONG US
 BK0141'HIGHWAY 190 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103 LEADING
 BK0141'NORTH.  THENCE ABOUT 2.6 MILES NORTH ALONG LOUISIANA HIGHWAY 103.  17
 BK0141'FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103 IN THE SOUTHWEST
 BK0141'CORNER OF THE SOUTHERN MOST BRIDGE CAP.  1.0 FOOT NORTH OF A STEEL
 BK0141'WITNESS POST.  DISK IN THE TOP OF A CONCRETE CAP.  SECTION 1, T 6 S, R
 BK0141'2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0142 ***********************************************************************
 BK0142  DESIGNATION -  49 V 89 LADTD
 BK0142  PID         -  BK0142
 BK0142  STATE/COUNTY-  LA/ST LANDRY
 BK0142  USGS QUAD   -  LAWTELL (1983)
 BK0142
 BK0142                         *CURRENT SURVEY CONTROL
 BK0142  ___________________________________________________________________
 BK0142* NAD 83(1986)-  30 32 34.     (N)    092 12 38.     (W)     SCALED    
 BK0142* NAVD 88     -        18.52   (+/-2cm)      60.8    (feet)  VERTCON   
 BK0142  ___________________________________________________________________
 BK0142  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK0142
 BK0142  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0142
 BK0142.The horizontal coordinates were scaled from a topographic map and have
 BK0142.an estimated accuracy of +/- 6 seconds.
 BK0142
 BK0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0142.The vertical order pertains to the NGVD 29 superseded value.
 BK0142
 BK0142.The geoid height was determined by GEOID03.
 BK0142
 BK0142;                    North         East    Units  Estimated Accuracy
 BK0142;SPC LA S     -   226,760.      915,830.      MT  (+/- 180 meters Scaled)
 BK0142
 BK0142                          SUPERSEDED SURVEY CONTROL
 BK0142
 BK0142  NGVD 29 (??/??/??)   18.475  (m)           60.61   (f) ADJUSTED    2 1
 BK0142
 BK0142.Superseded values are not recommended for survey control.
 BK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0142.See file dsdata.txt to determine how the superseded data were derived.
 BK0142
 BK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP757791(NAD 83)
 BK0142_MARKER: DD = SURVEY DISK
 BK0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0142_STAMPING: 49 V 89 1973
 BK0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0142+STABILITY: SURFACE MOTION
 BK0142
 BK0142  HISTORY     - Date     Condition        Report By
 BK0142  HISTORY     - 1973     MONUMENTED       LADTD
 BK0142
 BK0142                          STATION DESCRIPTION
 BK0142
 BK0142'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0142'3.60 MI NW FROM LAWTELL.
 BK0142'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0142'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF US HIGHWAY 190.
 BK0142'THENCE ABOUT 1.5 MILES WEST ALONG US HIGHWAY 190 TO THE INTERSECTION
 BK0142'OF LOUISIANA HIGHWAY 103.  THENCE ABOUT 1.85 MILES NORTH ALONG
 BK0142'LOUISIANA HIGHWAY 103.  85.0 FEET EAST OF THE CENTERLINE OF LOUISIANA
 BK0142'103.  53.0 FEET WEST OF THE NORTHWEST CORNER OF A BRICK RESIDENCE
 BK0142'OWNED BY DELTON PITRE.  1.0 FOOT NORTH OF A CHAIN LINK FENCE. 48.0
 BK0142'FEET EAST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BK0142'FLUSH WITH THE GROUND.  SECTION 7, T 6 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0487 ***********************************************************************
 BK0487  DESIGNATION -  49 V 9 LADTD
 BK0487  PID         -  BK0487
 BK0487  STATE/COUNTY-  LA/ST LANDRY
 BK0487  USGS QUAD   -  CHURCH POINT (1983)
 BK0487
 BK0487                         *CURRENT SURVEY CONTROL
 BK0487  ___________________________________________________________________
 BK0487* NAD 83(1986)-  30 28 06.     (N)    092 11 52.     (W)     SCALED    
 BK0487* NAVD 88     -        18.22   (+/-2cm)      59.8    (feet)  VERTCON   
 BK0487  ___________________________________________________________________
 BK0487  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK0487
 BK0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0487
 BK0487.The horizontal coordinates were scaled from a topographic map and have
 BK0487.an estimated accuracy of +/- 6 seconds.
 BK0487
 BK0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0487.The vertical order pertains to the NGVD 29 superseded value.
 BK0487
 BK0487.The geoid height was determined by GEOID03.
 BK0487
 BK0487;                    North         East    Units  Estimated Accuracy
 BK0487;SPC LA S     -   218,490.      916,990.      MT  (+/- 180 meters Scaled)
 BK0487
 BK0487                          SUPERSEDED SURVEY CONTROL
 BK0487
 BK0487  NGVD 29 (??/??/??)   18.182  (m)           59.65   (f) ADJUSTED    2 0
 BK0487
 BK0487.Superseded values are not recommended for survey control.
 BK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0487.See file dsdata.txt to determine how the superseded data were derived.
 BK0487
 BK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP770709(NAD 83)
 BK0487_MARKER: DE = TRAVERSE STATION DISK
 BK0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0487_STAMPING: 49 V 9 - 1968
 BK0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0487+STABILITY: SURFACE MOTION
 BK0487
 BK0487  HISTORY     - Date     Condition        Report By
 BK0487  HISTORY     - 1968     MONUMENTED       LADTD
 BK0487  HISTORY     - 1972     GOOD             LADTD
 BK0487
 BK0487                          STATION DESCRIPTION
 BK0487
 BK0487'DESCRIBED BY LA TRANSP AND DEV 1972
 BK0487'5.15 MI N FROM CHURCH POINT.
 BK0487'ABOUT 0.20 MILES NORTHWEST ALONG LA. HIGHWAY 35 AND 95 (NORTH MAIN
 BK0487'STREET) FROM THE TEXAS AND PACIFIC RAILROAD STATION IN CHURCH POINT TO
 BK0487'THE JUNCTION OF LA. HIGHWAY 35 AND 95 THENCE ABOUT 5.15 MILES NORTH
 BK0487'ALONG LA. HIGHWAY 35.  ABOUT 4.15 MILES SOUTH ALONG LA. HIGHWAY 35
 BK0487'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL.  IN SECTION 60, T7S. R3E.
 BK0487'75.2 FEET EAST OF THE CENTERLINE OF LA. HIGHWAY 35, 251.6 FEET WEST OF
 BK0487'THE SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO BERTHA AND
 BK0487'GEORGIA DEJEAN 126.2 FEET NORTH OF THE NORTHWEST CORNER OF A WOOD
 BK0487'FRAME BUILDING, 22.4 FEET SOUTHWEST OF A 24 INCH PINE TREE, 17.4 FEET
 BK0487'NORTHWEST OF A 24 INCH PINE TREE, 1.4 FEET WEST OF A CHAIN LINK FENCE,
 BK0487'0.9 FEET NORTH OF A COMBINATION MESH AND BARBED WIRE FENCE. SET IN TOP
 BK0487'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. THE MARK IS
 BK0487'LOCATED 1.0 FEET WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0143 ***********************************************************************
 BK0143  DESIGNATION -  49 V 90 LADTD
 BK0143  PID         -  BK0143
 BK0143  STATE/COUNTY-  LA/ST LANDRY
 BK0143  USGS QUAD   -  LAWTELL (1983)
 BK0143
 BK0143                         *CURRENT SURVEY CONTROL
 BK0143  ___________________________________________________________________
 BK0143* NAD 83(1986)-  30 31 49.     (N)    092 12 37.     (W)     SCALED    
 BK0143* NAVD 88     -        18.96   (+/-2cm)      62.2    (feet)  VERTCON   
 BK0143  ___________________________________________________________________
 BK0143  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0143
 BK0143  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0143
 BK0143.The horizontal coordinates were scaled from a topographic map and have
 BK0143.an estimated accuracy of +/- 6 seconds.
 BK0143
 BK0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0143.The vertical order pertains to the NGVD 29 superseded value.
 BK0143
 BK0143.The geoid height was determined by GEOID03.
 BK0143
 BK0143;                    North         East    Units  Estimated Accuracy
 BK0143;SPC LA S     -   225,370.      915,840.      MT  (+/- 180 meters Scaled)
 BK0143
 BK0143                          SUPERSEDED SURVEY CONTROL
 BK0143
 BK0143  NGVD 29 (??/??/??)   18.919  (m)           62.07   (f) ADJUSTED    2 1
 BK0143
 BK0143.Superseded values are not recommended for survey control.
 BK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0143.See file dsdata.txt to determine how the superseded data were derived.
 BK0143
 BK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP757778(NAD 83)
 BK0143_MARKER: DD = SURVEY DISK
 BK0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0143_STAMPING: 49 V 90 1973
 BK0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0143+STABILITY: SURFACE MOTION
 BK0143
 BK0143  HISTORY     - Date     Condition        Report By
 BK0143  HISTORY     - 1973     MONUMENTED       LADTD
 BK0143
 BK0143                          STATION DESCRIPTION
 BK0143
 BK0143'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0143'2.65 MI NW FROM LAWTELL.
 BK0143'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0143'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF US HIGHWAY 190.
 BK0143'THENCE ABOUT 1.5 MILES WEST ALONG US HIGHWAY 190 TO THE INTERSECTION
 BK0143'OF LOUISIANA HIGHWAY 103.  THENCE ABOUT 0.9 MILES NORTH ALONG
 BK0143'LOUISIANA HIGHWAY 103.  111 FEET EAST OF THE CENTERLINE OF LOUISIANA
 BK0143'HIGHWAY 103.  47.0 FEET NORTH OF A PARISH BLACKTOP ROAD. 42 FEET SOUTH
 BK0143'OF THE SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE.  1.0 FOOT NORTH OF
 BK0143'A CHAIN LINK FENCE.  2.0 FEET WEST OF A STEEL WITNESS POST. DISK IN
 BK0143'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 18, T 6 S, R
 BK0143'3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0151 ***********************************************************************
 BK0151  DESIGNATION -  49 V 91 LADTD
 BK0151  PID         -  BK0151
 BK0151  STATE/COUNTY-  LA/ST LANDRY
 BK0151  USGS QUAD   -  LAWTELL (1983)
 BK0151
 BK0151                         *CURRENT SURVEY CONTROL
 BK0151  ___________________________________________________________________
 BK0151* NAD 83(1986)-  30 31 34.     (N)    092 08 51.     (W)     SCALED    
 BK0151* NAVD 88     -        19.83   (+/-2cm)      65.1    (feet)  VERTCON   
 BK0151  ___________________________________________________________________
 BK0151  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0151
 BK0151  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0151
 BK0151.The horizontal coordinates were scaled from a topographic map and have
 BK0151.an estimated accuracy of +/- 6 seconds.
 BK0151
 BK0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0151.The vertical order pertains to the NGVD 29 superseded value.
 BK0151
 BK0151.The geoid height was determined by GEOID03.
 BK0151
 BK0151;                    North         East    Units  Estimated Accuracy
 BK0151;SPC LA S     -   224,860.      921,870.      MT  (+/- 180 meters Scaled)
 BK0151
 BK0151                          SUPERSEDED SURVEY CONTROL
 BK0151
 BK0151  NGVD 29 (??/??/??)   19.792  (m)           64.93   (f) ADJUSTED    2 1
 BK0151
 BK0151.Superseded values are not recommended for survey control.
 BK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0151.See file dsdata.txt to determine how the superseded data were derived.
 BK0151
 BK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP817773(NAD 83)
 BK0151_MARKER: DD = SURVEY DISK
 BK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0151_STAMPING: 49 V 91 1975
 BK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0151+STABILITY: SURFACE MOTION
 BK0151
 BK0151  HISTORY     - Date     Condition        Report By
 BK0151  HISTORY     - 1975     MONUMENTED       LADTD
 BK0151
 BK0151                          STATION DESCRIPTION
 BK0151
 BK0151'DESCRIBED BY LA TRANSP AND DEV 1975
 BK0151'2.4 MI E FROM LAWTELL.
 BK0151'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.15 MILES NORTH
 BK0151'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE EASTBOUND LANE
 BK0151'OF US HIGHWAY 190.  THENCE ABOUT 2.4 MILES EAST ALONG US HIGHWAY 190.
 BK0151'104 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND OF US HIGHWAY 190.
 BK0151'47 FEET EAST OF A BLACK TOP ROAD LEADING NORTH AND SOUTH.  23 FEET
 BK0151'EAST OF A POWER POLE.  THIS MARKER IS LOCATED IN THE RIGHT OF WAY
 BK0151'FLARE.  1.0 FOOT NORTH OF A RIGHT OF WAY MARKER.  23 FEET EAST OF A
 BK0151'STEEL WITNESS POST.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BK0151'GROUND.  SECTION 15, T 6 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0152 ***********************************************************************
 BK0152  DESIGNATION -  49 V 92 LADTD
 BK0152  PID         -  BK0152
 BK0152  STATE/COUNTY-  LA/ST LANDRY
 BK0152  USGS QUAD   -  LAWTELL (1983)
 BK0152
 BK0152                         *CURRENT SURVEY CONTROL
 BK0152  ___________________________________________________________________
 BK0152* NAD 83(1986)-  30 32 02.     (N)    092 07 34.     (W)     SCALED    
 BK0152* NAVD 88     -        18.85   (+/-2cm)      61.8    (feet)  VERTCON   
 BK0152  ___________________________________________________________________
 BK0152  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0152
 BK0152  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0152
 BK0152.The horizontal coordinates were scaled from a topographic map and have
 BK0152.an estimated accuracy of +/- 6 seconds.
 BK0152
 BK0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0152.The vertical order pertains to the NGVD 29 superseded value.
 BK0152
 BK0152.The geoid height was determined by GEOID03.
 BK0152
 BK0152;                    North         East    Units  Estimated Accuracy
 BK0152;SPC LA S     -   225,710.      923,920.      MT  (+/- 180 meters Scaled)
 BK0152
 BK0152                          SUPERSEDED SURVEY CONTROL
 BK0152
 BK0152  NGVD 29 (??/??/??)   18.810  (m)           61.71   (f) ADJUSTED    2 1
 BK0152
 BK0152.Superseded values are not recommended for survey control.
 BK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0152.See file dsdata.txt to determine how the superseded data were derived.
 BK0152
 BK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP838782(NAD 83)
 BK0152_MARKER: DD = SURVEY DISK
 BK0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0152_STAMPING: 49 V 92 1975
 BK0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0152+STABILITY: SURFACE MOTION
 BK0152
 BK0152  HISTORY     - Date     Condition        Report By
 BK0152  HISTORY     - 1975     MONUMENTED       LADTD
 BK0152
 BK0152                          STATION DESCRIPTION
 BK0152
 BK0152'DESCRIBED BY LA TRANSP AND DEV 1975
 BK0152'2.6 MI W FROM OPELOUSAS.
 BK0152'FROM THE COURT HOUSE IN OPELOUSAS, THENCE ABOUT 2.6 MILES WEST ALONG
 BK0152'US HIGHWAY 190.  49 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE
 BK0152'OF US HIGHWAY 190.  62 FEET WEST OF A BLACK TOP ROAD LEADING SOUTH.
 BK0152'151 FEET SOUTH WEST OF A CULVERT UNDER US HIGHWAY 190.  40 FEET
 BK0152'NORTHWEST OF A POWER POLE.  THIS MARKER IS LOCATED IN THE RIGHT OF WAY
 BK0152'FLARE NEXT TO A BARBED WIRE FENCE.  1.0 FOOT NORTH OF A STEEL WITNESS
 BK0152'POST.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK0152'SECTION 14, T 6 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0153 ***********************************************************************
 BK0153  DESIGNATION -  49 V 93 LADTD
 BK0153  PID         -  BK0153
 BK0153  STATE/COUNTY-  LA/ST LANDRY
 BK0153  USGS QUAD   -  OPELOUSAS (1992)
 BK0153
 BK0153                         *CURRENT SURVEY CONTROL
 BK0153  ___________________________________________________________________
 BK0153* NAD 83(1986)-  30 32 04.     (N)    092 06 21.     (W)     SCALED    
 BK0153* NAVD 88     -        22.16   (+/-2cm)      72.7    (feet)  VERTCON   
 BK0153  ___________________________________________________________________
 BK0153  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0153
 BK0153  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0153
 BK0153.The horizontal coordinates were scaled from a topographic map and have
 BK0153.an estimated accuracy of +/- 6 seconds.
 BK0153
 BK0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0153.The vertical order pertains to the NGVD 29 superseded value.
 BK0153
 BK0153.The geoid height was determined by GEOID03.
 BK0153
 BK0153;                    North         East    Units  Estimated Accuracy
 BK0153;SPC LA S     -   225,760.      925,870.      MT  (+/- 180 meters Scaled)
 BK0153
 BK0153                          SUPERSEDED SURVEY CONTROL
 BK0153
 BK0153  NGVD 29 (??/??/??)   22.120  (m)           72.57   (f) ADJUSTED    2 1
 BK0153
 BK0153.Superseded values are not recommended for survey control.
 BK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0153.See file dsdata.txt to determine how the superseded data were derived.
 BK0153
 BK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP857783(NAD 83)
 BK0153_MARKER: DD = SURVEY DISK
 BK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0153_STAMPING: 49 V 93 1975
 BK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0153+STABILITY: SURFACE MOTION
 BK0153
 BK0153  HISTORY     - Date     Condition        Report By
 BK0153  HISTORY     - 1975     MONUMENTED       LADTD
 BK0153
 BK0153                          STATION DESCRIPTION
 BK0153
 BK0153'DESCRIBED BY LA TRANSP AND DEV 1975
 BK0153'1.3 MI W FROM OPELOUSAS.
 BK0153'FROM THE COURT HOUSE IN OPELOUSAS, THENCE ABOUT 1.3 MILES WEST ALONG
 BK0153'US HIGHWAY 190.  185 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 BK0153'LANE OF US HIGHWAY 190.  1.0 FOOT NORTH OF THE NORTHEAST CORNER OF THE
 BK0153'YAMBLEE OFFICE BUILDING.  1.0 FOOT NORTH OF A STEEL WITNESS POST. SET
 BK0153'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 72, T 6
 BK0153'S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2899 ***********************************************************************
 BJ2899  DESIGNATION -  49 V 98 LADTD
 BJ2899  PID         -  BJ2899
 BJ2899  STATE/COUNTY-  LA/ST LANDRY
 BJ2899  USGS QUAD   -  PORT BARRE (1994)
 BJ2899
 BJ2899                         *CURRENT SURVEY CONTROL
 BJ2899  ___________________________________________________________________
 BJ2899* NAD 83(1986)-  30 33 21.     (N)    091 57 26.     (W)     SCALED    
 BJ2899* NAVD 88     -         9.34   (+/-2cm)      30.6    (feet)  VERTCON   
 BJ2899  ___________________________________________________________________
 BJ2899  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2899
 BJ2899  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2899
 BJ2899.The horizontal coordinates were scaled from a topographic map and have
 BJ2899.an estimated accuracy of +/- 6 seconds.
 BJ2899
 BJ2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2899.The vertical order pertains to the NGVD 29 superseded value.
 BJ2899
 BJ2899.The geoid height was determined by GEOID03.
 BJ2899
 BJ2899;                    North         East    Units  Estimated Accuracy
 BJ2899;SPC LA S     -   228,040.      940,140.      MT  (+/- 180 meters Scaled)
 BJ2899
 BJ2899                          SUPERSEDED SURVEY CONTROL
 BJ2899
 BJ2899  NGVD 29 (??/??/??)    9.321  (m)           30.58   (f) ADJUSTED    2 1
 BJ2899
 BJ2899.Superseded values are not recommended for survey control.
 BJ2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2899.See file dsdata.txt to determine how the superseded data were derived.
 BJ2899
 BJ2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP000808(NAD 83)
 BJ2899_MARKER: DD = SURVEY DISK
 BJ2899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2899_SP_SET: TOWER
 BJ2899_STAMPING: 49 V 98 1975
 BJ2899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2899
 BJ2899  HISTORY     - Date     Condition        Report By
 BJ2899  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2899
 BJ2899                          STATION DESCRIPTION
 BJ2899
 BJ2899'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2899'7.15 MI EAST FROM PORT BARRE.
 BJ2899'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 0.80 MILES
 BJ2899'NORTHEAST ALONG LOUISIANA HIGHWAY 103 FROM ITS INTERSECTION WITH
 BJ2899'U.S. HIGHWAY 190, 187 FEET EAST OF THE CENTERLINE OF LOUISIANA
 BJ2899'HIGHWAY 103, 153 FEET EAST OF THE FRONT OF THE CITY HALL BUILDING,
 BJ2899'A STANDARD DISC SET IN A DRILLED HOLE IN THE SOUTHWEST CONCRETE
 BJ2899'FOOTING OF THE NEW WATER TOWER, 1.5 FEET NORTH OF A STEEL WITNESS
 BJ2899'POST, SET FLUSH WITH TOP OF CONCRET FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2900 ***********************************************************************
 BJ2900  DESIGNATION -  49 V 99 LADTD
 BJ2900  PID         -  BJ2900
 BJ2900  STATE/COUNTY-  LA/ST LANDRY
 BJ2900  USGS QUAD   -  PORT BARRE (1994)
 BJ2900
 BJ2900                         *CURRENT SURVEY CONTROL
 BJ2900  ___________________________________________________________________
 BJ2900* NAD 83(1986)-  30 34 10.     (N)    091 57 18.     (W)     SCALED    
 BJ2900* NAVD 88     -         8.85   (+/-2cm)      29.0    (feet)  VERTCON   
 BJ2900  ___________________________________________________________________
 BJ2900  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2900
 BJ2900  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2900
 BJ2900.The horizontal coordinates were scaled from a topographic map and have
 BJ2900.an estimated accuracy of +/- 6 seconds.
 BJ2900
 BJ2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2900.The vertical order pertains to the NGVD 29 superseded value.
 BJ2900
 BJ2900.The geoid height was determined by GEOID03.
 BJ2900
 BJ2900;                    North         East    Units  Estimated Accuracy
 BJ2900;SPC LA S     -   229,550.      940,370.      MT  (+/- 180 meters Scaled)
 BJ2900
 BJ2900                          SUPERSEDED SURVEY CONTROL
 BJ2900
 BJ2900  NGVD 29 (??/??/??)    8.826  (m)           28.96   (f) ADJUSTED    2 1
 BJ2900
 BJ2900.Superseded values are not recommended for survey control.
 BJ2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2900.See file dsdata.txt to determine how the superseded data were derived.
 BJ2900
 BJ2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP002823(NAD 83)
 BJ2900_MARKER: DD = SURVEY DISK
 BJ2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2900_SP_SET: CONCRETE POST
 BJ2900_STAMPING: 49 V 99 1975
 BJ2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2900+STABILITY: SURFACE MOTION
 BJ2900
 BJ2900  HISTORY     - Date     Condition        Report By
 BJ2900  HISTORY     - 1975     MONUMENTED       LADTD
 BJ2900
 BJ2900                          STATION DESCRIPTION
 BJ2900
 BJ2900'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2900'1.1 MI NW FROM PORT BARRE.
 BJ2900'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 1.1 MILES
 BJ2900'NORTHWEST ALONG LOUISIANA HIGHWAY 103, 105 FEET SOUTHWEST OF THE
 BJ2900'CNETERLINE OF LOUISIANA HIGHWAY 103, 119 FEET SOUTHWEST OF THE
 BJ2900'SOUGHWEST CORNER OF A TWO STORY BRICK RESIDENCE BELONGING TO BEN
 BJ2900'STANFORD.  THIS MARKER IS LOCATED IN A FENCE LINE RUNNING NORTH-
 BJ2900'EAST AND SOUTHWEST, 68 FEET NORTHEAST OF A RIGHT OF WAY MARKER,
 BJ2900'1.3 FEET SOUTHWEST OF A STEEL WITNESS POST, SET IN THE TOP OF A
 BJ2900'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6338 ***********************************************************************
 AH6338  DESIGNATION -  4PT.01
 AH6338  PID         -  AH6338
 AH6338  STATE/COUNTY-  LA/TERREBONNE
 AH6338  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6338
 AH6338                         *CURRENT SURVEY CONTROL
 AH6338  ___________________________________________________________________
 AH6338* NAD 83(1992)-  29 21 47.11710(N)    090 42 42.00555(W)     ADJUSTED  
 AH6338* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AH6338  **This station is located in a subsidence area (see below).
 AH6338  ___________________________________________________________________
 AH6338  X           -     -69,098.407 (meters)                     COMP
 AH6338  Y           -  -5,562,765.693 (meters)                     COMP
 AH6338  Z           -   3,109,025.630 (meters)                     COMP
 AH6338  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6338  ELLIP HEIGHT-         -24.30  (meters)          (02/21/02) GPS OBS
 AH6338  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AH6338
 AH6338  HORZ ORDER  -  FIRST
 AH6338  ELLP ORDER  -  FIFTH     CLASS I
 AH6338
 AH6338.The horizontal coordinates were established by GPS observations
 AH6338.and adjusted by the National Geodetic Survey in December 1998..
 AH6338
 AH6338 ** The orthometric height has not been validated since last determined
 AH6338 ** by differential leveling and should not be used for control purposes.
 AH6338 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6338 ** area with valid NAVD 88 orthometric heights.
 AH6338 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6338 ** epoch indicated which incorporates improved geoid heights for the
 AH6338 ** Southern Louisiana Subsidence area.
 AH6338 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6338.The orthometric height was determined by GPS observations and a
 AH6338.high-resolution geoid model.
 AH6338
 AH6338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6338
 AH6338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6338
 AH6338.The ellipsoidal height was determined by GPS observations
 AH6338.and is referenced to NAD 83.
 AH6338
 AH6338.The geoid height was determined by GEOID03.
 AH6338
 AH6338;                    North         East     Units Scale Factor Converg.
 AH6338;SPC LA S     -    95,834.101 1,060,360.402   MT  0.99998725   +0 18 39.0
 AH6338;SPC LA S     -   314,415.71  3,478,865.75   sFT  0.99998725   +0 18 39.0
 AH6338;UTM  15      - 3,250,389.568   722,130.867   MT  1.00020888   +1 07 21.1
 AH6338
 AH6338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6338!SPC LA S     -   1.00000382  x   0.99998725  =   0.99999107
 AH6338!UTM  15      -   1.00000382  x   1.00020888  =   1.00021270
 AH6338
 AH6338:                Primary Azimuth Mark                     Grid Az
 AH6338:SPC LA S     -  4PT.02                                   197 40 14.2
 AH6338:UTM  15      -  4PT.02                                   196 51 32.1
 AH6338
 AH6338|---------------------------------------------------------------------|
 AH6338| PID    Reference Object                     Distance      Geod. Az  |
 AH6338|                                                           dddmmss.s |
 AH6338| AH6337 4PT.02                              APPROX. 0.8 KM 1975853.2 |
 AH6338|---------------------------------------------------------------------|
 AH6338
 AH6338                          SUPERSEDED SURVEY CONTROL
 AH6338
 AH6338  ELLIP H (12/17/98)  -24.31   (m)                       GP(       ) 4 2
 AH6338
 AH6338.Superseded values are not recommended for survey control.
 AH6338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6338.See file dsdata.txt to determine how the superseded data were derived.
 AH6338
 AH6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2213150390(NAD 83)
 AH6338_MARKER: DD = SURVEY DISK
 AH6338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6338_STAMPING: 4PT.01
 AH6338_MARK LOGO: LA-109
 AH6338_PROJECTION: FLUSH
 AH6338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6338+STABILITY: SURFACE MOTION
 AH6338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6338+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6338
 AH6338  HISTORY     - Date     Condition        Report By
 AH6338  HISTORY     - 1995     MONUMENTED       MPHI
 AH6338
 AH6338                          STATION DESCRIPTION
 AH6338
 AH6338'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6338'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA ,TRAVEL SOUTH ON HWY
 AH6338'24 FOR 1.1 MI (1.8 KM) TO JUNCTION WITH HWY 57. TURN RIGHT ON HWY 57
 AH6338'AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO JUNCTION WITH HWY 3011.
 AH6338'TRAVEL SOUTH ON HWY 3011 FOR 300 FT (91.4 M) TO FOUR POINT ROAD . TURN
 AH6338'LEFT ON FOUR POINT ROAD AND TRAVEL SOUTH FOR 0.65 MI (1.05 KM) TO A
 AH6338'SMALL PUMPING STATION AND MARK ON LEFT.THE STATION IS A 2 INCH DISK IN
 AH6338'CONCRETE. THE STATION IS 24.5 FT (7.5 M) EAST OF THE CENTER OF THE
 AH6338'ROAD, 16.1 FT (4.9 M) SOUTH OF A POWER POLE, 33.4 FT (10.2 M)
 AH6338'SOUTHWEST OF THE CORNER OF A WOODEN BULKHEAD NORTH OF THE PUMP
 AH6338'STATION, 65.2 FT (19.9 M) NORTHWEST OF THE CORNER OF THE SAME BULKHEAD
 AH6338'ON THE SOUTH SIDE OF THE PUMP STATION, 57.3 FT (17.5 M) NORTH OF A
 AH6338'POWER POLE, AND 71.6 FT (21.8 M) NORTHEAST OF A WOODEN ANCHOR POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6337 ***********************************************************************
 AH6337  DESIGNATION -  4PT.02
 AH6337  PID         -  AH6337
 AH6337  STATE/COUNTY-  LA/TERREBONNE
 AH6337  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6337
 AH6337                         *CURRENT SURVEY CONTROL
 AH6337  ___________________________________________________________________
 AH6337* NAD 83(1992)-  29 21 21.82626(N)    090 42 51.37533(W)     ADJUSTED  
 AH6337* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AH6337  **This station is located in a subsidence area (see below).
 AH6337  ___________________________________________________________________
 AH6337  X           -     -69,355.861 (meters)                     COMP
 AH6337  Y           -  -5,563,144.344 (meters)                     COMP
 AH6337  Z           -   3,108,346.983 (meters)                     COMP
 AH6337  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6337  ELLIP HEIGHT-         -24.25  (meters)          (02/21/02) GPS OBS
 AH6337  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH6337
 AH6337  HORZ ORDER  -  FIRST
 AH6337  ELLP ORDER  -  FIFTH     CLASS I
 AH6337
 AH6337.The horizontal coordinates were established by GPS observations
 AH6337.and adjusted by the National Geodetic Survey in December 1998..
 AH6337
 AH6337 ** The orthometric height has not been validated since last determined
 AH6337 ** by differential leveling and should not be used for control purposes.
 AH6337 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6337 ** area with valid NAVD 88 orthometric heights.
 AH6337 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6337 ** epoch indicated which incorporates improved geoid heights for the
 AH6337 ** Southern Louisiana Subsidence area.
 AH6337 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6337.The orthometric height was determined by GPS observations and a
 AH6337.high-resolution geoid model.
 AH6337
 AH6337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6337
 AH6337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6337
 AH6337.The ellipsoidal height was determined by GPS observations
 AH6337.and is referenced to NAD 83.
 AH6337
 AH6337.The geoid height was determined by GEOID03.
 AH6337
 AH6337;                    North         East     Units Scale Factor Converg.
 AH6337;SPC LA S     -    95,054.064 1,060,111.901   MT  0.99998861   +0 18 34.3
 AH6337;SPC LA S     -   311,856.54  3,478,050.46   sFT  0.99998861   +0 18 34.3
 AH6337;UTM  15      - 3,249,605.918   721,893.387   MT  1.00020758   +1 07 15.6
 AH6337
 AH6337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6337!SPC LA S     -   1.00000381  x   0.99998861  =   0.99999242
 AH6337!UTM  15      -   1.00000381  x   1.00020758  =   1.00021139
 AH6337
 AH6337:                Primary Azimuth Mark                     Grid Az
 AH6337:SPC LA S     -  4PT.01                                   017 40 14.4
 AH6337:UTM  15      -  4PT.01                                   016 51 33.1
 AH6337
 AH6337|---------------------------------------------------------------------|
 AH6337| PID    Reference Object                     Distance      Geod. Az  |
 AH6337|                                                           dddmmss.s |
 AH6337| AH6338 4PT.01                              APPROX. 0.8 KM 0175848.7 |
 AH6337|---------------------------------------------------------------------|
 AH6337
 AH6337                          SUPERSEDED SURVEY CONTROL
 AH6337
 AH6337  ELLIP H (12/17/98)  -24.25   (m)                       GP(       ) 4 2
 AH6337
 AH6337.Superseded values are not recommended for survey control.
 AH6337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6337.See file dsdata.txt to determine how the superseded data were derived.
 AH6337
 AH6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2189349606(NAD 83)
 AH6337_MARKER: DD = SURVEY DISK
 AH6337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6337_STAMPING: 4PT.02
 AH6337_MARK LOGO: LA-109
 AH6337_PROJECTION: FLUSH
 AH6337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6337+STABILITY: SURFACE MOTION
 AH6337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6337+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6337
 AH6337  HISTORY     - Date     Condition        Report By
 AH6337  HISTORY     - 1995     MONUMENTED       MPHI
 AH6337
 AH6337                          STATION DESCRIPTION
 AH6337
 AH6337'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6337'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6337'24 FOR 1.1 MI (1.8 KM) TO JUNCTION WITH HWY 57. TURN RIGHT ON HWY 57
 AH6337'AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO JUNCTION WITH HWY 3011.
 AH6337'TRAVEL SOUTH ON HWY 3011 FOR 300 FT (91.4 M) TO FOUR POINT ROAD. TURN
 AH6337'LEFT ON FOUR POINT ROAD AND TRAVEL SOUTH FOR 1.15 MI (1.85 KM) TO
 AH6337'STATION ON RIGHT.STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6337'19.4 FT (5.9 M) WEST NORTHWEST OF THE CENTER OF THE ROAD, 47.0 FT
 AH6337'(14.3 M) WEST NORTHWEST OF A POWER POLE WITH A 60 PENNY NAIL IN IT,
 AH6337'50.0 FT (15.2 M) SOUTHWEST OF A CHISELED X IN THE CENTER OF THE ROAD,
 AH6337'AND 50.0 FT (15.2 M) NORTHWEST OF A CHISELED X IN THE CENTER OF THE
 AH6337'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6325 ***********************************************************************
 AH6325  DESIGNATION -  4PT.03
 AH6325  PID         -  AH6325
 AH6325  STATE/COUNTY-  LA/TERREBONNE
 AH6325  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6325
 AH6325                         *CURRENT SURVEY CONTROL
 AH6325  ___________________________________________________________________
 AH6325* NAD 83(1992)-  29 20 54.16894(N)    090 43 01.17669(W)     ADJUSTED  
 AH6325* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6325  **This station is located in a subsidence area (see below).
 AH6325  ___________________________________________________________________
 AH6325  X           -     -69,625.441 (meters)                     COMP
 AH6325  Y           -  -5,563,558.836 (meters)                     COMP
 AH6325  Z           -   3,107,604.990 (meters)                     COMP
 AH6325  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6325  ELLIP HEIGHT-         -23.77  (meters)          (02/21/02) GPS OBS
 AH6325  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH6325
 AH6325  HORZ ORDER  -  FIRST
 AH6325  ELLP ORDER  -  FIFTH     CLASS I
 AH6325
 AH6325.The horizontal coordinates were established by GPS observations
 AH6325.and adjusted by the National Geodetic Survey in December 1998..
 AH6325
 AH6325 ** The orthometric height has not been validated since last determined
 AH6325 ** by differential leveling and should not be used for control purposes.
 AH6325 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6325 ** area with valid NAVD 88 orthometric heights.
 AH6325 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6325 ** epoch indicated which incorporates improved geoid heights for the
 AH6325 ** Southern Louisiana Subsidence area.
 AH6325 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6325.The orthometric height was determined by GPS observations and a
 AH6325.high-resolution geoid model.
 AH6325
 AH6325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6325
 AH6325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6325
 AH6325.The ellipsoidal height was determined by GPS observations
 AH6325.and is referenced to NAD 83.
 AH6325
 AH6325.The geoid height was determined by GEOID03.
 AH6325
 AH6325;                    North         East     Units Scale Factor Converg.
 AH6325;SPC LA S     -    94,201.110 1,059,852.116   MT  0.99999011   +0 18 29.4
 AH6325;SPC LA S     -   309,058.14  3,477,198.15   sFT  0.99999011   +0 18 29.4
 AH6325;UTM  15      - 3,248,749.184   721,645.652   MT  1.00020623   +1 07 09.8
 AH6325
 AH6325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6325!SPC LA S     -   1.00000373  x   0.99999011  =   0.99999384
 AH6325!UTM  15      -   1.00000373  x   1.00020623  =   1.00020996
 AH6325
 AH6325:                Primary Azimuth Mark                     Grid Az
 AH6325:SPC LA S     -  4PT.02                                   016 56 21.4
 AH6325:UTM  15      -  4PT.02                                   016 07 41.0
 AH6325
 AH6325|---------------------------------------------------------------------|
 AH6325| PID    Reference Object                     Distance      Geod. Az  |
 AH6325|                                                           dddmmss.s |
 AH6325| AH6337 4PT.02                              APPROX. 0.9 KM 0171450.8 |
 AH6325|---------------------------------------------------------------------|
 AH6325
 AH6325                          SUPERSEDED SURVEY CONTROL
 AH6325
 AH6325  ELLIP H (12/17/98)  -23.77   (m)                       GP(       ) 4 2
 AH6325
 AH6325.Superseded values are not recommended for survey control.
 AH6325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6325.See file dsdata.txt to determine how the superseded data were derived.
 AH6325
 AH6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2164648749(NAD 83)
 AH6325_MARKER: DD = SURVEY DISK
 AH6325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6325_STAMPING: 4PT.03
 AH6325_MARK LOGO: LA-109
 AH6325_PROJECTION: FLUSH
 AH6325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6325+STABILITY: SURFACE MOTION
 AH6325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6325+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6325
 AH6325  HISTORY     - Date     Condition        Report By
 AH6325  HISTORY     - 1995     MONUMENTED       MPHI
 AH6325
 AH6325                          STATION DESCRIPTION
 AH6325
 AH6325'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6325'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA,TRAVEL SOUTH ON HWY
 AH6325'24 FOR 1.1 MI (1.8 KM) TO JUNCTION WITH HWY 57. TURN RIGHT ON HWY 57
 AH6325'AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO JUNCTION WITH HWY
 AH6325'3011.TRAVEL ON HWY 3011 FOR 300 FT (91.4 M) TO FOUR POINT ROAD. TURN
 AH6325'LEFT ON FOUR POINT ROAD AND TRAVEL SOUTH FOR 1.73 MI (2.78 KM) TO
 AH6325'STATION ON THE RIGHT. STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6325'STATION IS 19.6 FT (6.0 M) WEST OF THE CENTER OF THE ROAD, 71.8 FT
 AH6325'(21.9 M) NORTH OF AN ANCHOR POLE, 86.4 FT (26.3 M) NORTHWEST OF A
 AH6325'POWER POLE, 12.8 SOUTH OF THE CENTER OF A SHELL DRIVEWAY, AND
 AH6325'APPROXIMATELY 270 FT (82.3 M) NORTH OF A CATTLE GUARD CROSSING IN THE
 AH6325'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6324 ***********************************************************************
 AH6324  DESIGNATION -  4PT.04
 AH6324  PID         -  AH6324
 AH6324  STATE/COUNTY-  LA/TERREBONNE
 AH6324  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6324
 AH6324                         *CURRENT SURVEY CONTROL
 AH6324  ___________________________________________________________________
 AH6324* NAD 83(1992)-  29 20 27.88374(N)    090 42 49.08860(W)     ADJUSTED  
 AH6324* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6324  **This station is located in a subsidence area (see below).
 AH6324  ___________________________________________________________________
 AH6324  X           -     -69,304.327 (meters)                     COMP
 AH6324  Y           -  -5,563,959.293 (meters)                     COMP
 AH6324  Z           -   3,106,899.427 (meters)                     COMP
 AH6324  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6324  ELLIP HEIGHT-         -23.99  (meters)          (02/21/02) GPS OBS
 AH6324  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AH6324
 AH6324  HORZ ORDER  -  FIRST
 AH6324  ELLP ORDER  -  FIFTH     CLASS I
 AH6324
 AH6324.The horizontal coordinates were established by GPS observations
 AH6324.and adjusted by the National Geodetic Survey in December 1998..
 AH6324
 AH6324 ** The orthometric height has not been validated since last determined
 AH6324 ** by differential leveling and should not be used for control purposes.
 AH6324 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6324 ** area with valid NAVD 88 orthometric heights.
 AH6324 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6324 ** epoch indicated which incorporates improved geoid heights for the
 AH6324 ** Southern Louisiana Subsidence area.
 AH6324 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6324.The orthometric height was determined by GPS observations and a
 AH6324.high-resolution geoid model.
 AH6324
 AH6324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6324
 AH6324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6324
 AH6324.The ellipsoidal height was determined by GPS observations
 AH6324.and is referenced to NAD 83.
 AH6324
 AH6324.The geoid height was determined by GEOID03.
 AH6324
 AH6324;                    North         East     Units Scale Factor Converg.
 AH6324;SPC LA S     -    93,393.585 1,060,182.562   MT  0.99999156   +0 18 35.5
 AH6324;SPC LA S     -   306,408.79  3,478,282.29   sFT  0.99999156   +0 18 35.5
 AH6324;UTM  15      - 3,247,946.244   721,987.570   MT  1.00020810   +1 07 14.9
 AH6324
 AH6324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6324!SPC LA S     -   1.00000377  x   0.99999156  =   0.99999533
 AH6324!UTM  15      -   1.00000377  x   1.00020810  =   1.00021187
 AH6324
 AH6324:                Primary Azimuth Mark                     Grid Az
 AH6324:SPC LA S     -  4PT.03                                   337 44 42.6
 AH6324:UTM  15      -  4PT.03                                   336 56 03.2
 AH6324
 AH6324|---------------------------------------------------------------------|
 AH6324| PID    Reference Object                     Distance      Geod. Az  |
 AH6324|                                                           dddmmss.s |
 AH6324| AH6325 4PT.03                              APPROX. 0.9 KM 3380318.1 |
 AH6324|---------------------------------------------------------------------|
 AH6324
 AH6324                          SUPERSEDED SURVEY CONTROL
 AH6324
 AH6324  ELLIP H (12/17/98)  -23.99   (m)                       GP(       ) 4 2
 AH6324
 AH6324.Superseded values are not recommended for survey control.
 AH6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6324.See file dsdata.txt to determine how the superseded data were derived.
 AH6324
 AH6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2198847946(NAD 83)
 AH6324_MARKER: DD = SURVEY DISK
 AH6324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6324_STAMPING: 4PT.04
 AH6324_MARK LOGO: LA-109
 AH6324_PROJECTION: FLUSH
 AH6324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6324+STABILITY: SURFACE MOTION
 AH6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6324+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6324
 AH6324  HISTORY     - Date     Condition        Report By
 AH6324  HISTORY     - 1995     MONUMENTED       MPHI
 AH6324
 AH6324                          STATION DESCRIPTION
 AH6324
 AH6324'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6324'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6324'24 FOR 1.1 MI (1.8 KM) TO JUNCTION WITH HWY 57. TURN RIGHT ON HWY 57
 AH6324'AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO JUNCTION WITH HWY
 AH6324'3011.TRAVEL ON HWY 3011 FOR 300 FT (91.4 M) TO FOUR POINT ROAD. TURN
 AH6324'LEFT ON FOUR POINT ROAD AND TRAVEL SOUTH FOR 2.28 MI (3.67 KM) TO THE
 AH6324'STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6324'STATION IS 17.7 FT (5.4 M) SOUTHWEST OF THE CENTER OF THE ROAD, 49.0
 AH6324'FT (14.9 M) NORTH OF A R.R. SPIKE IN A FENCE POST, 28.3 FT (8.6 M)
 AH6324'NORTHEAST OF A 60 PENNY NAIL IN A FENCE POST, 45.9 FT (14.0 M)
 AH6324'SOUTHEAST OF A R.R.SPIKE IN A FENCE POST AND 49.9 FT (15.2 M)
 AH6324'SOUTHWEST OF A 60 PENNY NAIL IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6323 ***********************************************************************
 AH6323  DESIGNATION -  4PT.05
 AH6323  PID         -  AH6323
 AH6323  STATE/COUNTY-  LA/TERREBONNE
 AH6323  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6323
 AH6323                         *CURRENT SURVEY CONTROL
 AH6323  ___________________________________________________________________
 AH6323* NAD 83(1992)-  29 20 03.83229(N)    090 42 37.39915(W)     ADJUSTED  
 AH6323* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6323  **This station is located in a subsidence area (see below).
 AH6323  ___________________________________________________________________
 AH6323  X           -     -68,993.506 (meters)                     COMP
 AH6323  Y           -  -5,564,326.130 (meters)                     COMP
 AH6323  Z           -   3,106,253.946 (meters)                     COMP
 AH6323  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AH6323  ELLIP HEIGHT-         -23.85  (meters)          (02/21/02) GPS OBS
 AH6323  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AH6323
 AH6323  HORZ ORDER  -  FIRST
 AH6323  ELLP ORDER  -  FIFTH     CLASS I
 AH6323
 AH6323.The horizontal coordinates were established by GPS observations
 AH6323.and adjusted by the National Geodetic Survey in December 1998..
 AH6323
 AH6323 ** The orthometric height has not been validated since last determined
 AH6323 ** by differential leveling and should not be used for control purposes.
 AH6323 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6323 ** area with valid NAVD 88 orthometric heights.
 AH6323 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6323 ** epoch indicated which incorporates improved geoid heights for the
 AH6323 ** Southern Louisiana Subsidence area.
 AH6323 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6323.The orthometric height was determined by GPS observations and a
 AH6323.high-resolution geoid model.
 AH6323
 AH6323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6323
 AH6323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6323
 AH6323.The ellipsoidal height was determined by GPS observations
 AH6323.and is referenced to NAD 83.
 AH6323
 AH6323.The geoid height was determined by GEOID03.
 AH6323
 AH6323;                    North         East     Units Scale Factor Converg.
 AH6323;SPC LA S     -    92,654.785 1,060,501.927   MT  0.99999290   +0 18 41.3
 AH6323;SPC LA S     -   303,984.91  3,479,330.07   sFT  0.99999290   +0 18 41.3
 AH6323;UTM  15      - 3,247,211.878   722,317.429   MT  1.00020991   +1 07 19.8
 AH6323
 AH6323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6323!SPC LA S     -   1.00000375  x   0.99999290  =   0.99999665
 AH6323!UTM  15      -   1.00000375  x   1.00020991  =   1.00021366
 AH6323
 AH6323:                Primary Azimuth Mark                     Grid Az
 AH6323:SPC LA S     -  4PT.04                                   336 37 20.5
 AH6323:UTM  15      -  4PT.04                                   335 48 42.0
 AH6323
 AH6323|---------------------------------------------------------------------|
 AH6323| PID    Reference Object                     Distance      Geod. Az  |
 AH6323|                                                           dddmmss.s |
 AH6323| AH6324 4PT.04                              APPROX. 0.8 KM 3365601.8 |
 AH6323|---------------------------------------------------------------------|
 AH6323
 AH6323                          SUPERSEDED SURVEY CONTROL
 AH6323
 AH6323  ELLIP H (12/17/98)  -23.84   (m)                       GP(       ) 4 2
 AH6323
 AH6323.Superseded values are not recommended for survey control.
 AH6323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6323.See file dsdata.txt to determine how the superseded data were derived.
 AH6323
 AH6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2231747212(NAD 83)
 AH6323_MARKER: DD = SURVEY DISK
 AH6323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6323_STAMPING: 4PT.05
 AH6323_MARK LOGO: LA-109
 AH6323_PROJECTION: FLUSH
 AH6323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6323+STABILITY: SURFACE MOTION
 AH6323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6323+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6323
 AH6323  HISTORY     - Date     Condition        Report By
 AH6323  HISTORY     - 1995     MONUMENTED       MPHI
 AH6323
 AH6323                          STATION DESCRIPTION
 AH6323
 AH6323'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6323'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6323'24 FOR 1.1 MI (1.8 KM) TO JUNCTION WITH HWY 57. TURN RIGHT AND TRAVEL
 AH6323'SOUTH FOR 17.35 MI (27.92 KM) TO JUNCTION WITH HWY 3011. TRAVEL ON HWY
 AH6323'3011 FOR 300 FT (91.4 M) TO FOUR POINT ROAD. TURN LEFT ON FOUR POINT
 AH6323'ROAD AND TRAVEL SOUTH FOR 2.8 MI (4.5 KM) TO THE STATION ON THE RIGHT.
 AH6323'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 18.5 FT (5.6
 AH6323'M) SOUTHWEST OF THE CENTER OF THE ROAD, 9.5 FT (2.9 M) SOUTH OF THE
 AH6323'SOUTHWESTERN MOST CORNER OF A CONCRETE BOX FOR A CATTLE GUARD
 AH6323'CROSSING, 34.8 FT (10.6 M) EAST OF AN 8 INCH CORNER FENCE POST, 44.8
 AH6323'FT (13.7 M) NORTH OF A R.R.SPIKE IN A FENCE POST, AND 36.5 FT (11.1 M)
 AH6323'SOUTHEAST OF THE CENTER OF A SHELL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6320 ***********************************************************************
 AH6320  DESIGNATION -  4PT.06
 AH6320  PID         -  AH6320
 AH6320  STATE/COUNTY-  LA/TERREBONNE
 AH6320  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6320
 AH6320                         *CURRENT SURVEY CONTROL
 AH6320  ___________________________________________________________________
 AH6320* NAD 83(1992)-  29 19 35.18273(N)    090 42 17.98925(W)     ADJUSTED  
 AH6320* NAVD 88     -         0.4  **(meters)       1.   **(feet)  GPS OBS   
 AH6320  **This station is located in a subsidence area (see below).
 AH6320  ___________________________________________________________________
 AH6320  X           -     -68,475.203 (meters)                     COMP
 AH6320  Y           -  -5,564,764.193 (meters)                     COMP
 AH6320  Z           -   3,105,484.668 (meters)                     COMP
 AH6320  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH6320  ELLIP HEIGHT-         -24.38  (meters)          (02/21/02) GPS OBS
 AH6320  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AH6320
 AH6320  HORZ ORDER  -  FIRST
 AH6320  ELLP ORDER  -  FIFTH     CLASS I
 AH6320
 AH6320.The horizontal coordinates were established by GPS observations
 AH6320.and adjusted by the National Geodetic Survey in December 1998..
 AH6320
 AH6320 ** The orthometric height has not been validated since last determined
 AH6320 ** by differential leveling and should not be used for control purposes.
 AH6320 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6320 ** area with valid NAVD 88 orthometric heights.
 AH6320 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6320 ** epoch indicated which incorporates improved geoid heights for the
 AH6320 ** Southern Louisiana Subsidence area.
 AH6320 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6320.The orthometric height was determined by GPS observations and a
 AH6320.high-resolution geoid model.
 AH6320
 AH6320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6320
 AH6320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6320
 AH6320.The ellipsoidal height was determined by GPS observations
 AH6320.and is referenced to NAD 83.
 AH6320
 AH6320.The geoid height was determined by GEOID03.
 AH6320
 AH6320;                    North         East     Units Scale Factor Converg.
 AH6320;SPC LA S     -    91,775.565 1,061,030.408   MT  0.99999451   +0 18 51.0
 AH6320;SPC LA S     -   301,100.33  3,481,063.93   sFT  0.99999451   +0 18 51.0
 AH6320;UTM  15      - 3,246,340.032   722,858.412   MT  1.00021288   +1 07 28.3
 AH6320
 AH6320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6320!SPC LA S     -   1.00000383  x   0.99999451  =   0.99999834
 AH6320!UTM  15      -   1.00000383  x   1.00021288  =   1.00021671
 AH6320
 AH6320:                Primary Azimuth Mark                     Grid Az
 AH6320:SPC LA S     -  GC 1 AZ MK                               176 46 56.4
 AH6320:UTM  15      -  GC 1 AZ MK                               175 58 19.1
 AH6320
 AH6320|---------------------------------------------------------------------|
 AH6320| PID    Reference Object                     Distance      Geod. Az  |
 AH6320|                                                           dddmmss.s |
 AH6320| AH6321 GC 1 AZ MK                          APPROX. 0.6 KM 1770547.4 |
 AH6320| AH6323 4PT.05                              APPROX. 1.0 KM 3291817.8 |
 AH6320|---------------------------------------------------------------------|
 AH6320
 AH6320                          SUPERSEDED SURVEY CONTROL
 AH6320
 AH6320  ELLIP H (12/17/98)  -24.38   (m)                       GP(       ) 4 2
 AH6320
 AH6320.Superseded values are not recommended for survey control.
 AH6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6320.See file dsdata.txt to determine how the superseded data were derived.
 AH6320
 AH6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2285846340(NAD 83)
 AH6320_MARKER: DD = SURVEY DISK
 AH6320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6320_STAMPING: 4PT.06
 AH6320_MARK LOGO: LA-109
 AH6320_PROJECTION: FLUSH
 AH6320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6320+STABILITY: SURFACE MOTION
 AH6320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6320+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6320
 AH6320  HISTORY     - Date     Condition        Report By
 AH6320  HISTORY     - 1995     MONUMENTED       MPHI
 AH6320
 AH6320                          STATION DESCRIPTION
 AH6320
 AH6320'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6320'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA,TRAVEL SOUTH ON HWY
 AH6320'24 FOR 1.1 MI (1.8 KM) TO JUNCTION WITH HWY 57.TURN RIGHT ON HWY 57
 AH6320'AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO JUNCTION WITH HWY 3011.
 AH6320'TRAVEL ON HWY 3011 FOR 300 FT (91.4 M) TO FOUR POINT ROAD. TURN LEFT
 AH6320'ON FOUR POINT ROAD AND TRAVEL SOUTH FOR 3.45 MI (5.55 KM) TO THE
 AH6320'STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6320'STATION IS 16.9 FT (5.2 M) WEST OF THE CENTER OF THE ROAD, 66.3 FT
 AH6320'(20.2 M) NORTHEAST OF A POWER POLE WITH A LIGHT, 81.3 FT (24.8 M)
 AH6320'NORTH OF THE CENTER OF A SHELL DRIVEWAY LEADING TO A CAMP ON PILINGS,
 AH6320'AND 65.4 FT (19.9 M) SOUTH OF THE CENTER OF AN OLD SHELL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6340 ***********************************************************************
 AH6340  DESIGNATION -  4PT.07
 AH6340  PID         -  AH6340
 AH6340  STATE/COUNTY-  LA/TERREBONNE
 AH6340  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6340
 AH6340                         *CURRENT SURVEY CONTROL
 AH6340  ___________________________________________________________________
 AH6340* NAD 83(1992)-  29 18 31.50755(N)    090 42 54.28462(W)     ADJUSTED  
 AH6340* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AH6340  **This station is located in a subsidence area (see below).
 AH6340  ___________________________________________________________________
 AH6340  X           -     -69,466.388 (meters)                     COMP
 AH6340  Y           -  -5,565,712.151 (meters)                     COMP
 AH6340  Z           -   3,103,775.390 (meters)                     COMP
 AH6340  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AH6340  ELLIP HEIGHT-         -24.14  (meters)          (02/21/02) GPS OBS
 AH6340  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AH6340
 AH6340  HORZ ORDER  -  FIRST
 AH6340  ELLP ORDER  -  FIFTH     CLASS I
 AH6340
 AH6340.The horizontal coordinates were established by GPS observations
 AH6340.and adjusted by the National Geodetic Survey in December 1998..
 AH6340
 AH6340 ** The orthometric height has not been validated since last determined
 AH6340 ** by differential leveling and should not be used for control purposes.
 AH6340 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6340 ** area with valid NAVD 88 orthometric heights.
 AH6340 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6340 ** epoch indicated which incorporates improved geoid heights for the
 AH6340 ** Southern Louisiana Subsidence area.
 AH6340 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6340.The orthometric height was determined by GPS observations and a
 AH6340.high-resolution geoid model.
 AH6340
 AH6340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6340
 AH6340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6340
 AH6340.The ellipsoidal height was determined by GPS observations
 AH6340.and is referenced to NAD 83.
 AH6340
 AH6340.The geoid height was determined by GEOID03.
 AH6340
 AH6340;                    North         East     Units Scale Factor Converg.
 AH6340;SPC LA S     -    89,809.768 1,060,061.724   MT  0.99999816   +0 18 32.9
 AH6340;SPC LA S     -   294,650.88  3,477,885.84   sFT  0.99999816   +0 18 32.9
 AH6340;UTM  15      - 3,244,360.312   721,917.416   MT  1.00020772   +1 07 08.3
 AH6340
 AH6340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6340!SPC LA S     -   1.00000379  x   0.99999816  =   1.00000195
 AH6340!UTM  15      -   1.00000379  x   1.00020772  =   1.00021151
 AH6340
 AH6340                          SUPERSEDED SURVEY CONTROL
 AH6340
 AH6340  ELLIP H (12/17/98)  -24.14   (m)                       GP(       ) 4 2
 AH6340
 AH6340.Superseded values are not recommended for survey control.
 AH6340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6340.See file dsdata.txt to determine how the superseded data were derived.
 AH6340
 AH6340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2191744360(NAD 83)
 AH6340_MARKER: DD = SURVEY DISK
 AH6340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6340_STAMPING: 4PT.07
 AH6340_MARK LOGO: LA-109
 AH6340_PROJECTION: FLUSH
 AH6340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6340+STABILITY: SURFACE MOTION
 AH6340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6340+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6340
 AH6340  HISTORY     - Date     Condition        Report By
 AH6340  HISTORY     - 1995     MONUMENTED       MPHI
 AH6340
 AH6340                          STATION DESCRIPTION
 AH6340
 AH6340'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6340'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA,TRAVEL SOUTH ON HWY
 AH6340'24 FOR 1.1 MI (1.8 KM) TO JUNCTION WITH HWY 57. TURN RIGHT ON HWY 57
 AH6340'AND TRAVEL SOUTH FOR 17.35 MI (27.92 KM) TO THE JUNCTION WITH HWY
 AH6340'3011. TRAVEL SOUTH ON HWY 3011 FOR 300 FT (91.4 M) TO FOUR POINT ROAD
 AH6340'. TURN LEFT ON FOUR POINT ROAD AND TRAVEL SOUTH FOR 5.0 MI (8.0 KM) TO
 AH6340'THE STATION ON THE RIGHT. THE STATION IS 20.7 FT (6.3 M) WEST OF THE
 AH6340'CENTER OF THE ROAD,150.6 FT SOUTH OF A FIRE HYDRANT, 134.6 FT (41.0 M)
 AH6340'SOUTHWEST OF A POWER POLE, 84.2 FT (25.7 M) NORTHWEST OF A SERVICE
 AH6340'POLE FOR A BOAT SHED, AND 79.0 FT (24.1 M) NORTH OF A SHELL DRIVEWAY
 AH6340'FOR A PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2072 ***********************************************************************
 BJ2072  DESIGNATION -  5
 BJ2072  PID         -  BJ2072
 BJ2072  STATE/COUNTY-  LA/ST MARTIN
 BJ2072  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2072
 BJ2072                         *CURRENT SURVEY CONTROL
 BJ2072  ___________________________________________________________________
 BJ2072* NAD 83(1986)-  30 05 56.     (N)    091 28 42.     (W)     SCALED    
 BJ2072* NAVD 88     -         2.73   (+/-2cm)       9.0    (feet)  VERTCON   
 BJ2072  ___________________________________________________________________
 BJ2072  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ2072
 BJ2072  VERT ORDER  -  ? (See Below)
 BJ2072
 BJ2072.The horizontal coordinates were scaled from a topographic map and have
 BJ2072.an estimated accuracy of +/- 6 seconds.
 BJ2072
 BJ2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2072.The vertical order pertains to the NGVD 29 superseded value.
 BJ2072
 BJ2072.The geoid height was determined by GEOID03.
 BJ2072
 BJ2072;                    North         East    Units  Estimated Accuracy
 BJ2072;SPC LA S     -   177,240.      986,020.      MT  (+/- 180 meters Scaled)
 BJ2072
 BJ2072                          SUPERSEDED SURVEY CONTROL
 BJ2072
 BJ2072  NGVD 29 (??/??/??)    2.758  (m)            9.05   (f) ADJUSTED    ?  
 BJ2072
 BJ2072.Superseded values are not recommended for survey control.
 BJ2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2072.See file dsdata.txt to determine how the superseded data were derived.
 BJ2072
 BJ2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP466307(NAD 83)
 BJ2072_MARKER: S = SPIKE
 BJ2072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2072_SP_SET: TREE
 BJ2072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2072
 BJ2072  HISTORY     - Date     Condition        Report By
 BJ2072  HISTORY     - UNK      MONUMENTED       DOD
 BJ2072  HISTORY     - 1936     GOOD             DOD
 BJ2072
 BJ2072                          STATION DESCRIPTION
 BJ2072
 BJ2072'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2072'4.3 MI SE FROM BAYOU CHENE.
 BJ2072'ABOUT 4.3 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2072'MARTIN PARISH, ABOUT 1-1/3 MILES SOUTH OF THE MOUTH OF BAYOU CHENE, ON
 BJ2072'THE WEST BANK OF LAKE CHICOT, AT STATION 262+25 OF THE BAYOU CHENE
 BJ2072'CONTROL TRAVERSE, ABOUT 1,000 FEET ABOVE THE UPPER END OF THE ISLAND
 BJ2072'AT THE HEAD OF CHICOT PASS, OPPOSITE A SAND BAR, ABOUT 500 FEET WEST
 BJ2072'OF THE BANK, 367 FEET WEST OF THE CHICOT PASS CHANNEL BASE LINE, IN A
 BJ2072'10-INCH LEANING WILLOW TREE, AND ABOUT 1 FOOT HIGHER THAN THE GROUND.
 BJ2072'A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3903 ***********************************************************************
 BJ3903  DESIGNATION -  5 87
 BJ3903  PID         -  BJ3903
 BJ3903  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3903  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3903
 BJ3903                         *CURRENT SURVEY CONTROL
 BJ3903  ___________________________________________________________________
 BJ3903* NAD 83(1986)-  30 25 07.     (N)    091 05 50.     (W)     SCALED    
 BJ3903* NAVD 88     -        14.226  (meters)      46.67   (feet)  ADJUSTED  
 BJ3903  ___________________________________________________________________
 BJ3903  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3903  DYNAMIC HT  -          14.208 (meters)      46.61  (feet)  COMP
 BJ3903  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 BJ3903
 BJ3903  VERT ORDER  -  SECOND    CLASS II
 BJ3903
 BJ3903.The horizontal coordinates were scaled from a topographic map and have
 BJ3903.an estimated accuracy of +/- 6 seconds.
 BJ3903
 BJ3903.The orthometric height was determined by differential leveling
 BJ3903.and adjusted by the National Geodetic Survey in February 1994..
 BJ3903
 BJ3903.The geoid height was determined by GEOID03.
 BJ3903
 BJ3903.The dynamic height is computed by dividing the NAVD 88
 BJ3903.geopotential number by the normal gravity value computed on the
 BJ3903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3903.degrees latitude (g = 980.6199 gals.).
 BJ3903
 BJ3903.The modeled gravity was interpolated from observed gravity values.
 BJ3903
 BJ3903;                    North         East    Units  Estimated Accuracy
 BJ3903;SPC LA S     -   212,690.    1,022,680.      MT  (+/- 180 meters Scaled)
 BJ3903
 BJ3903                          SUPERSEDED SURVEY CONTROL
 BJ3903
 BJ3903.No superseded survey control is available for this station.
 BJ3903
 BJ3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP827667(NAD 83)
 BJ3903_MARKER: DB = BENCH MARK DISK
 BJ3903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3903_SP_SET: CONCRETE POST
 BJ3903_STAMPING: 5-87 1987
 BJ3903_MARK LOGO: LA-033
 BJ3903_PROJECTION: FLUSH
 BJ3903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3903+STABILITY: SURFACE MOTION
 BJ3903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3903+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 BJ3903
 BJ3903  HISTORY     - Date     Condition        Report By
 BJ3903  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3903  HISTORY     - 20050413 GOOD             AERODA
 BJ3903
 BJ3903                          STATION DESCRIPTION
 BJ3903
 BJ3903'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3903'IN BATON ROUGE.
 BJ3903'LOCATED SOUTH OF THE CITY OF BATON ROUGE AT THE JUNCTION OF JEFFERSON
 BJ3903'HIGHWAY AND ESSEN LANE SET IN FRONT OF THE BATON ROUGE COUNTRY CLUB
 BJ3903'SIGN ON A BRICK WALL ON JEFFERSON HIGHWAY, 3.0 METERS (10 FEET)
 BJ3903'SOUTHEAST OF SIGN ON THE WALL AT THE ENTRANCE FROM ESSEN LANE, AND
 BJ3903'1.2 METERS (4 FEET) SOUTHWEST OF A BRICK CORNER POST.
 BJ3903'THE MARK IS 0.41 METERS  SE FROM A WITNESS POST.
 BJ3903'THE MARK IS 0.31 M ABOVE .
 BJ3903
 BJ3903                          STATION RECOVERY (2005)
 BJ3903
 BJ3903'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ3903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4052 ***********************************************************************
 BJ4052  DESIGNATION -  5 A
 BJ4052  PID         -  BJ4052
 BJ4052  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4052  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4052
 BJ4052                         *CURRENT SURVEY CONTROL
 BJ4052  ___________________________________________________________________
 BJ4052* NAD 83(1986)-  30 24 59.     (N)    091 10 35.     (W)     SCALED    
 BJ4052* NAVD 88     -        12.051  (meters)      39.54   (feet)  ADJUSTED  
 BJ4052  ___________________________________________________________________
 BJ4052  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4052  DYNAMIC HT  -          12.035 (meters)      39.48  (feet)  COMP
 BJ4052  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 BJ4052
 BJ4052  VERT ORDER  -  SECOND    CLASS II
 BJ4052
 BJ4052.The horizontal coordinates were scaled from a topographic map and have
 BJ4052.an estimated accuracy of +/- 6 seconds.
 BJ4052
 BJ4052.The orthometric height was determined by differential leveling
 BJ4052.and adjusted by the National Geodetic Survey in February 1994..
 BJ4052
 BJ4052.The geoid height was determined by GEOID03.
 BJ4052
 BJ4052.The dynamic height is computed by dividing the NAVD 88
 BJ4052.geopotential number by the normal gravity value computed on the
 BJ4052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4052.degrees latitude (g = 980.6199 gals.).
 BJ4052
 BJ4052.The modeled gravity was interpolated from observed gravity values.
 BJ4052
 BJ4052;                    North         East    Units  Estimated Accuracy
 BJ4052;SPC LA S     -   212,430.    1,015,080.      MT  (+/- 180 meters Scaled)
 BJ4052
 BJ4052                          SUPERSEDED SURVEY CONTROL
 BJ4052
 BJ4052.No superseded survey control is available for this station.
 BJ4052
 BJ4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP751663(NAD 83)
 BJ4052_MARKER: DB = BENCH MARK DISK
 BJ4052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4052_SP_SET: CONCRETE POST
 BJ4052_MARK LOGO: LA-033
 BJ4052_PROJECTION: FLUSH
 BJ4052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4052+STABILITY: SURFACE MOTION
 BJ4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4052+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 BJ4052
 BJ4052  HISTORY     - Date     Condition        Report By
 BJ4052  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4052  HISTORY     - 1987     GOOD             LA-033
 BJ4052  HISTORY     - 20030627 GOOD             USPSQD
 BJ4052
 BJ4052                          STATION DESCRIPTION
 BJ4052
 BJ4052'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4052'IN BATON ROUGE.
 BJ4052'ABOUT 2.9 KM (1.8 MI) SOUTH ON HIGHLAND ROAD FROM THE HIGHLAND ROAD
 BJ4052'EXIT OFF INTERSTATE 10 TO THE BENCH MARK ON THE WEST SIDE OF HIGHLAND
 BJ4052'ROAD ACROSS FROM SAINT ALBANS CHAPEL, 24.7 METERS (81 FT) SOUTH OF
 BJ4052'THE CENTERLINE OF DALRYMPLE DRIVE, 7.0 METERS (23 FT) WEST OF THE
 BJ4052'CENTERLINE OF HIGHLAND ROAD, AND 2.4 METERS (8.0 FT) WEST OF LIGHT
 BJ4052'POLE NUMBER 20.  NO STAMPING ON DISK.
 BJ4052'THE MARK IS 0.31 METERS  W FROM  OF SIDEWALK
 BJ4052'THE MARK IS ABOVE LEVEL WITH HIGHLAND ROAD.
 BJ4052
 BJ4052                          STATION RECOVERY (2003)
 BJ4052
 BJ4052'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BJ4052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0567 ***********************************************************************
 BJ0567  DESIGNATION -  5 ABLD
 BJ0567  PID         -  BJ0567
 BJ0567  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0567  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0567
 BJ0567                         *CURRENT SURVEY CONTROL
 BJ0567  ___________________________________________________________________
 BJ0567* NAD 83(1986)-  30 21 50.     (N)    091 14 55.     (W)     SCALED    
 BJ0567* NAVD 88     -        14.394  (meters)      47.22   (feet)  ADJUSTED  
 BJ0567  ___________________________________________________________________
 BJ0567  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0567  DYNAMIC HT  -          14.375 (meters)      47.16  (feet)  COMP
 BJ0567  MODELED GRAV-     979,327.5   (mgal)                       NAVD 88
 BJ0567
 BJ0567  VERT ORDER  -  FIRST     CLASS I
 BJ0567
 BJ0567.The horizontal coordinates were scaled from a topographic map and have
 BJ0567.an estimated accuracy of +/- 6 seconds.
 BJ0567
 BJ0567.The orthometric height was determined by differential leveling
 BJ0567.and adjusted by the National Geodetic Survey in February 1994..
 BJ0567
 BJ0567.The geoid height was determined by GEOID03.
 BJ0567
 BJ0567.The dynamic height is computed by dividing the NAVD 88
 BJ0567.geopotential number by the normal gravity value computed on the
 BJ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0567.degrees latitude (g = 980.6199 gals.).
 BJ0567
 BJ0567.The modeled gravity was interpolated from observed gravity values.
 BJ0567
 BJ0567;                    North         East    Units  Estimated Accuracy
 BJ0567;SPC LA S     -   206,610.    1,008,140.      MT  (+/- 180 meters Scaled)
 BJ0567
 BJ0567                          SUPERSEDED SURVEY CONTROL
 BJ0567
 BJ0567  NGVD 29 (??/??/??)   14.394  (m)           47.22   (f) ADJUSTED    1 1
 BJ0567
 BJ0567.Superseded values are not recommended for survey control.
 BJ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0567.See file dsdata.txt to determine how the superseded data were derived.
 BJ0567
 BJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP683604(NAD 83)
 BJ0567_MARKER: Z = SEE DESCRIPTION
 BJ0567_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0567_SP_SET: 127 FT. IRON PIPE
 BJ0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0567
 BJ0567  HISTORY     - Date     Condition        Report By
 BJ0567  HISTORY     - UNK      MONUMENTED       USE
 BJ0567  HISTORY     - 1976     GOOD             NGS
 BJ0567  HISTORY     - 20060609 MARK NOT FOUND   NGS
 BJ0567
 BJ0567                          STATION DESCRIPTION
 BJ0567
 BJ0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0567'1.8 MI SOUTH FROM BRUSLY LANDING.
 BJ0567'1.8 MILES SOUTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0567'HIGHWAY 989-2, 206 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FT.
 BJ0567'WEST OF THE CENTER LINE OF THE WEST LEVEE ROAD OF THE MISSISSIPPI
 BJ0567'RIVER, 174 FT. EAST OF A FENCE, 157.0 FT SOUTHWEST OF THE SOUTHWEST
 BJ0567'CORNER OF THE WOODEN BASE OF A CHANNEL LIGHT, A 1-INCH IRON PIPE WITH
 BJ0567'A CAP DRIVEN TO A DEPTH OF 127 FT. ENCASED IN A 2-INCH IRON PIPE BORED
 BJ0567'TO A DEPTH OF 120 FT. WITH A 3-INCH SCREW CAP FOR ACCESS. THE ACCESS
 BJ0567'CAP PROJECTS 0.3 FT. ABOVE THE GROUND.
 BJ0567
 BJ0567                          STATION RECOVERY (2006)
 BJ0567
 BJ0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0567'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0032 ***********************************************************************
 BJ0032  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0032  DESIGNATION -  5 ABLDAPA
 BJ0032  PID         -  BJ0032
 BJ0032  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0032  USGS QUAD   -  LACOUR (1994)
 BJ0032
 BJ0032                         *CURRENT SURVEY CONTROL
 BJ0032  ___________________________________________________________________
 BJ0032* NAD 83(1992)-  30 49 21.39592(N)    091 35 49.74856(W)     ADJUSTED  
 BJ0032* NAVD 88     -        13.83 **(meters)      45.4  **(feet)  GPS OBS(2004.65)
 BJ0032  **This station is located in a subsidence area (see below).
 BJ0032  ___________________________________________________________________
 BJ0032  X           -    -152,796.377 (meters)                     COMP
 BJ0032  Y           -  -5,479,952.936 (meters)                     COMP
 BJ0032  Z           -   3,249,013.197 (meters)                     COMP
 BJ0032  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ0032  ELLIP HEIGHT-         -13.41  (meters)          (05/09/05) GPS OBS
 BJ0032  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0032  DYNAMIC HT  -          13.81  (meters)      45.3   (feet)  COMP
 BJ0032  MODELED GRAV-     979,371.5   (mgal)                       NAVD 88
 BJ0032
 BJ0032  HORZ ORDER  -  B
 BJ0032  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0032  ELLP ORDER  -  FOURTH    CLASS II
 BJ0032
 BJ0032.The horizontal coordinates were established by GPS observations
 BJ0032.and adjusted by the National Geodetic Survey in May 2005..
 BJ0032
 BJ0032 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0032 ** and geoid heights are valid at the date of observation. These heights
 BJ0032 ** must always be validated when used as control.
 BJ0032 ** The orthometric height was determined by GPS observations using
 BJ0032 ** precise GPS observation and processing techniques and a new
 BJ0032 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0032 ** determined for this station.
 BJ0032 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0032 ** epoch indicated which incorporates improved geoid heights for the
 BJ0032 ** Southern Louisiana Subsidence area.
 BJ0032 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0032.The orthometric height was determined by GPS observations and a
 BJ0032.high-resolution geoid model using precise GPS observation and
 BJ0032.processing techniques. It supersedes the leveled height previously
 BJ0032.determined for this station.
 BJ0032.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0032.derived orthometric height which differed from the leveled height by
 BJ0032.more than one decimeter (0.1 meter).
 BJ0032.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0032
 BJ0032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0032
 BJ0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0032
 BJ0032.The ellipsoidal height was determined by GPS observations
 BJ0032.and is referenced to NAD 83.
 BJ0032
 BJ0032.The geoid height was determined by GEOID03.
 BJ0032
 BJ0032.The dynamic height is computed by dividing the NAVD 88
 BJ0032.geopotential number by the normal gravity value computed on the
 BJ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0032.degrees latitude (g = 980.6199 gals.).
 BJ0032
 BJ0032.The modeled gravity was interpolated from observed gravity values.
 BJ0032
 BJ0032;                    North         East     Units Scale Factor Converg.
 BJ0032;SPC LA S     -   257,485.873   974,756.943   MT  1.00002837   -0 07 54.9
 BJ0032;SPC LA S     -   844,768.24  3,198,015.07   sFT  1.00002837   -0 07 54.9
 BJ0032;UTM  15      - 3,410,784.692   634,178.020   MT  0.99982209   +0 43 08.0
 BJ0032
 BJ0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0032!SPC LA S     -   1.00000211  x   1.00002837  =   1.00003048
 BJ0032!UTM  15      -   1.00000211  x   0.99982209  =   0.99982420
 BJ0032
 BJ0032                          SUPERSEDED SURVEY CONTROL
 BJ0032
 BJ0032  NAVD 88 (02/14/94)   13.769  (m)           45.17   (f) ADJUSTED    1 1
 BJ0032  NAVD 88 (06/15/91)   13.801  (m)           45.28   (f) UNKNOWN     1 1
 BJ0032  NGVD 29 (??/??/??)   13.759  (m)           45.14   (f) ADJUSTED    1 1
 BJ0032
 BJ0032.Superseded values are not recommended for survey control.
 BJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0032.See file dsdata.txt to determine how the superseded data were derived.
 BJ0032
 BJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3417810785(NAD 83)
 BJ0032_MARKER: I = METAL ROD
 BJ0032_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BJ0032+WITH SETTING: INFORMATION.
 BJ0032_SP_SET: 103 FT IRON PIPE
 BJ0032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0032+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 BJ0032
 BJ0032  HISTORY     - Date     Condition        Report By
 BJ0032  HISTORY     - 1975     MONUMENTED       USE
 BJ0032  HISTORY     - 1976     GOOD             NGS
 BJ0032  HISTORY     - 20021029 GOOD             3001
 BJ0032
 BJ0032                          STATION DESCRIPTION
 BJ0032
 BJ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0032'0.9 MI SE FROM LACOUR.
 BJ0032'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 419 FROM THE GENERAL STORE AT
 BJ0032'LACOUR, 0.15 MILE NORTHWEST OF THE CROSSING OF THE LEVEE, 43 FT NORTH
 BJ0032'EAST OF THE CENTER LINE OF THE HIGHWAY, 7.3 FT NORTHEAST OF A FENCE,
 BJ0032'A 1-INCH IRON PIPE DRIVEN TO A DEPTH OF 103 FT ENCASED IN A
 BJ0032'2 INCH IRON PIPE THAT IS BORED TO A DEPTH OF 68 FT WITH A 3 INCH SCREW
 BJ0032'CAP FOR ACCESS.
 BJ0032
 BJ0032                          STATION RECOVERY (2002)
 BJ0032
 BJ0032'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0032'THE STATION IS LOCATED 5.7 MILES NORTH OF MORGANZA, 9.6 MILES SOUTH OF
 BJ0032'ANGOLA PRISON, 11.2  MILES SOUTHEAST OF LETTSWORTH, ALONG HWY 419 ON
 BJ0032'RIGHT BANK OF MISSISSIPPI RIVER
 BJ0032' 
 BJ0032'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND HWY 10 IN
 BJ0032'MORGANZA GO NORTH  NORTHWEST ON HWY 1 FOR 5.35 MILES TO SR 972, TURN
 BJ0032'RIGHT AND GO NORTHEAST FOR 2.2 MILES TO JUNCTION OF HWY 419 FOR 0.9
 BJ0032'MILES TO MARK ON RIGHT
 BJ0032' 
 BJ0032'THE STATION IS 0.15 MILES NORTHWEST OF THE INTERSECTION OF LEVEE AND
 BJ0032'HWY 419, 43' NORTH  OF CENTERLINE OF HWY 419. STATION IS A 1' IRONPIPE
 BJ0032'THAT IS BORED TO A DEPTH OF 68'  WITH A 3 IN SCREW CAP FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1539 ***********************************************************************
 BW1539  DESIGNATION -  5 BOLT
 BW1539  PID         -  BW1539
 BW1539  STATE/COUNTY-  LA/CATAHOULA
 BW1539  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1539
 BW1539                         *CURRENT SURVEY CONTROL
 BW1539  ___________________________________________________________________
 BW1539* NAD 83(1986)-  31 37 46.     (N)    091 48 31.     (W)     SCALED    
 BW1539* NAVD 88     -        16.56   (+/-2cm)      54.3    (feet)  VERTCON   
 BW1539  ___________________________________________________________________
 BW1539  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1539
 BW1539  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1539
 BW1539.The horizontal coordinates were scaled from a topographic map and have
 BW1539.an estimated accuracy of +/- 6 seconds.
 BW1539
 BW1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1539.The vertical order pertains to the NGVD 29 superseded value.
 BW1539
 BW1539.The geoid height was determined by GEOID03.
 BW1539
 BW1539;                    North         East    Units  Estimated Accuracy
 BW1539;SPC LA N     -   125,440.    1,065,590.      MT  (+/- 180 meters Scaled)
 BW1539
 BW1539                          SUPERSEDED SURVEY CONTROL
 BW1539
 BW1539  NGVD 29 (??/??/92)   16.559  (m)           54.33   (f) ADJ UNCH    1 2
 BW1539
 BW1539.Superseded values are not recommended for survey control.
 BW1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1539.See file dsdata.txt to determine how the superseded data were derived.
 BW1539
 BW1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ129999(NAD 83)
 BW1539_MARKER: B = BOLT
 BW1539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1539_SP_SET: CONCRETE SLAB
 BW1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1539
 BW1539  HISTORY     - Date     Condition        Report By
 BW1539  HISTORY     - UNK      MONUMENTED       DOD
 BW1539  HISTORY     - 1966     GOOD             NGS
 BW1539
 BW1539                          STATION DESCRIPTION
 BW1539
 BW1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1539'0.5 MI NE FROM JONESVILLE.
 BW1539'0.25 MILE NORTHEAST ALONG FRONT STREET FROM THE NORTHWEST END OF THE
 BW1539'U. S. HIGHWAY 84 BRIDGE OVER BLACK RIVER AT JONESVILLE TO THE MAGNOLIA
 BW1539'HOTEL, THENCE 0.25 MILE NORTHEAST ACROSS LITTLE RIVER TO A SMALL NECK
 BW1539'OF LAND IN SECTION 36, T 8 N, R 6 E, 231 FEET NORTHEAST OF AND ACROSS
 BW1539'A GRAVELED ROAD FROM THE NORTH CORNER OF A GARAGE AT THE AUDIE HARRIS
 BW1539'RESIDENCE, 139 FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD, 158
 BW1539'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE GRAVELED ROAD, 143 FEET
 BW1539'NORTH-NORTHWEST OF THE MORE NORTHEASTERLY OF THE TWO TALLEST POWER
 BW1539'POLES IN THE VICINITY, 212 FEET NORTH OF A 36-INCH COTTONWOOD TREE IN
 BW1539'THE YARD AT THE AUDIE HARRIS RESIDENCE, 68 FEET SOUTH OF A 26-INCH
 BW1539'CHINABERRY TREE, 6.0 FEET NORTHEAST OF A METAL WITNESS POST, A COPPER
 BW1539'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE SURFACE
 BW1539'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH
 BW1539'PROJECTS 1 FOOT AND FROM WHICH THE U. S. ENGINEERS CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0744 ***********************************************************************
 BJ0744  DESIGNATION -  5 BOLT
 BJ0744  PID         -  BJ0744
 BJ0744  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0744  USGS QUAD   -  ERWINVILLE (1980)
 BJ0744
 BJ0744                         *CURRENT SURVEY CONTROL
 BJ0744  ___________________________________________________________________
 BJ0744* NAD 83(1986)-  30 33 11.     (N)    091 29 24.     (W)     SCALED    
 BJ0744* NAVD 88     -         5.563  (meters)      18.25   (feet)  ADJUSTED  
 BJ0744  ___________________________________________________________________
 BJ0744  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0744  DYNAMIC HT  -           5.556 (meters)      18.23  (feet)  COMP
 BJ0744  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ0744
 BJ0744  VERT ORDER  -  FIRST     CLASS I
 BJ0744
 BJ0744.The horizontal coordinates were scaled from a topographic map and have
 BJ0744.an estimated accuracy of +/- 6 seconds.
 BJ0744
 BJ0744.The orthometric height was determined by differential leveling
 BJ0744.and adjusted by the National Geodetic Survey in February 1994..
 BJ0744
 BJ0744.The geoid height was determined by GEOID03.
 BJ0744
 BJ0744.The dynamic height is computed by dividing the NAVD 88
 BJ0744.geopotential number by the normal gravity value computed on the
 BJ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0744.degrees latitude (g = 980.6199 gals.).
 BJ0744
 BJ0744.The modeled gravity was interpolated from observed gravity values.
 BJ0744
 BJ0744;                    North         East    Units  Estimated Accuracy
 BJ0744;SPC LA S     -   227,580.      984,970.      MT  (+/- 180 meters Scaled)
 BJ0744
 BJ0744                          SUPERSEDED SURVEY CONTROL
 BJ0744
 BJ0744  NAVD 88 (06/15/91)    5.601  (m)           18.38   (f) UNKNOWN     1 1
 BJ0744  NGVD 29 (??/??/??)    5.562  (m)           18.25   (f) ADJUSTED    1 1
 BJ0744
 BJ0744.Superseded values are not recommended for survey control.
 BJ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0744.See file dsdata.txt to determine how the superseded data were derived.
 BJ0744
 BJ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP448810(NAD 83)
 BJ0744_MARKER: B = BOLT
 BJ0744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0744_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0744
 BJ0744  HISTORY     - Date     Condition        Report By
 BJ0744  HISTORY     - UNK      MONUMENTED       DOD
 BJ0744  HISTORY     - 1964     GOOD             CGS
 BJ0744  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ0744  HISTORY     - 1976     GOOD             NGS
 BJ0744
 BJ0744                          STATION DESCRIPTION
 BJ0744
 BJ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0744'4.15 MI E FROM LIVONIA.
 BJ0744'ABOUT 4.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0744'EAST END OF THE RAILROAD TRESTLE OVER BAYOU GROSSE TETE AT LIVONIA, OR
 BJ0744'ABOUT 5.25 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0744'STATION AT ERWINVILLE, IN S 7, T 6 S, R 10 E, 45 FEET SOUTH OF THE
 BJ0744'SOUTH RAIL, 102 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 92
 BJ0744'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 63 FEET EAST OF A
 BJ0744'TELEPHONE POLE, 1/2 FOOT NORTH OF A FENCE, 1.1 FEET WEST OF A METAL
 BJ0744'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, A COPPER BOLT
 BJ0744'SET IN A TILE ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE GROUND, ACCESS
 BJ0744'TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH
 BJ0744'PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0744
 BJ0744                          STATION RECOVERY (1968)
 BJ0744
 BJ0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ0744'MARK NOT FOUND.
 BJ0744
 BJ0744                          STATION RECOVERY (1976)
 BJ0744
 BJ0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0744'4.2 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0744'HIGHWAY 77, AT THE JUNCTION OF STATE HIGHWAY 978 LEADING NORTH AND
 BJ0744'A GRAVELED ROAD LEADING SOUTH, 190 FT. SOUTH OF THE CENTER LINE OF
 BJ0744'THE SOUTH LANES OF THE HIGHWAY, 93 FT. EAST OF THE CENTER LINE OF THE
 BJ0744'ROAD, 45.3 FT. SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC
 BJ0744'RAILROAD, 0.5 FT. NORTH OF AN EAST-WEST FENCE, 75 FT. EAST OF A FENCE
 BJ0744'CORNER, A COPPER BOLT SET IN A TILE SLAB ABOUT 2.5 FT. BELOW THE
 BJ0744'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BJ0744'BEARING A CAP WHICH PROJECTS 1.5 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4050 ***********************************************************************
 BJ4050  DESIGNATION -  5 C
 BJ4050  PID         -  BJ4050
 BJ4050  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4050  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4050
 BJ4050                         *CURRENT SURVEY CONTROL
 BJ4050  ___________________________________________________________________
 BJ4050* NAD 83(1986)-  30 24 59.     (N)    091 10 35.     (W)     SCALED    
 BJ4050* NAVD 88     -        11.004  (meters)      36.10   (feet)  ADJUSTED  
 BJ4050  ___________________________________________________________________
 BJ4050  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4050  DYNAMIC HT  -          10.990 (meters)      36.06  (feet)  COMP
 BJ4050  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 BJ4050
 BJ4050  VERT ORDER  -  SECOND    CLASS II
 BJ4050
 BJ4050.The horizontal coordinates were scaled from a topographic map and have
 BJ4050.an estimated accuracy of +/- 6 seconds.
 BJ4050
 BJ4050.The orthometric height was determined by differential leveling
 BJ4050.and adjusted by the National Geodetic Survey in February 1994..
 BJ4050
 BJ4050.The geoid height was determined by GEOID03.
 BJ4050
 BJ4050.The dynamic height is computed by dividing the NAVD 88
 BJ4050.geopotential number by the normal gravity value computed on the
 BJ4050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4050.degrees latitude (g = 980.6199 gals.).
 BJ4050
 BJ4050.The modeled gravity was interpolated from observed gravity values.
 BJ4050
 BJ4050;                    North         East    Units  Estimated Accuracy
 BJ4050;SPC LA S     -   212,430.    1,015,080.      MT  (+/- 180 meters Scaled)
 BJ4050
 BJ4050                          SUPERSEDED SURVEY CONTROL
 BJ4050
 BJ4050.No superseded survey control is available for this station.
 BJ4050
 BJ4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP751663(NAD 83)
 BJ4050_MARKER: DB = BENCH MARK DISK
 BJ4050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4050_SP_SET: CONCRETE POST
 BJ4050_STAMPING: 5 C
 BJ4050_MARK LOGO: LA-033
 BJ4050_PROJECTION: FLUSH
 BJ4050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4050+STABILITY: SURFACE MOTION
 BJ4050
 BJ4050  HISTORY     - Date     Condition        Report By
 BJ4050  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4050  HISTORY     - 1987     GOOD             LA-033
 BJ4050
 BJ4050                          STATION DESCRIPTION
 BJ4050
 BJ4050'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4050'IN BATON ROUGE.
 BJ4050'ABOUT 2.59 KM (1.61 MI) SOUTH ON HIGHLAND ROAD FROM THE HIGHLAND ROAD
 BJ4050'EXIT OFF INTERSTATE 10 TO THE BENCH MARK ON THE EAST SIDE OF HIGHLAND
 BJ4050'ROAD AT THE NORTH ENTRANCE TO LOUISIANA STATE UNIVERSITY, 9.5 METERS
 BJ4050'(31 FT) EAST OF THE CENTERLINE OF HIGHLAND ROAD, 6.4 METERS (21 FT)
 BJ4050'SOUTH OF THE CENTERLINE OF EAST CHIMES STREET, 3.05 METERS (10 FT)
 BJ4050'EAST OF THE CENTER OF A LARGE ORNAMENTAL COLUMN AT THE ENTRANCE TO
 BJ4050'THE COLLEGE, AND 1.68 METERS (5.5 FT) WEST OF THE CENTER OF A
 BJ4050'SIDEWALK ON THE EAST SIDE OF HIGHLAND ROAD.
 BJ4050'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4050'THE MARK IS ABOVE LEVEL WITH EAST CHIMES STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1874 ***********************************************************************
 BJ1874  DESIGNATION -  5 CAP
 BJ1874  PID         -  BJ1874
 BJ1874  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1874  USGS QUAD   -  ERWINVILLE (1980)
 BJ1874
 BJ1874                         *CURRENT SURVEY CONTROL
 BJ1874  ___________________________________________________________________
 BJ1874* NAD 83(1986)-  30 33 09.     (N)    091 29 24.     (W)     SCALED    
 BJ1874* NAVD 88     -         6.80   (+/-2cm)      22.3    (feet)  VERTCON   
 BJ1874  ___________________________________________________________________
 BJ1874  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ1874
 BJ1874  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1874
 BJ1874.The horizontal coordinates were scaled from a topographic map and have
 BJ1874.an estimated accuracy of +/- 6 seconds.
 BJ1874
 BJ1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1874.The vertical order pertains to the NGVD 29 superseded value.
 BJ1874
 BJ1874.The geoid height was determined by GEOID03.
 BJ1874
 BJ1874;                    North         East    Units  Estimated Accuracy
 BJ1874;SPC LA S     -   227,520.      984,970.      MT  (+/- 180 meters Scaled)
 BJ1874
 BJ1874                          SUPERSEDED SURVEY CONTROL
 BJ1874
 BJ1874  NGVD 29 (??/??/??)    6.795  (m)           22.29   (f) ADJUSTED    1 2
 BJ1874
 BJ1874.Superseded values are not recommended for survey control.
 BJ1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1874.See file dsdata.txt to determine how the superseded data were derived.
 BJ1874
 BJ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP448809(NAD 83)
 BJ1874_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1874_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1874_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1874
 BJ1874  HISTORY     - Date     Condition        Report By
 BJ1874  HISTORY     - UNK      MONUMENTED       DOD
 BJ1874  HISTORY     - 1964     GOOD             CGS
 BJ1874  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ1874
 BJ1874                          STATION DESCRIPTION
 BJ1874
 BJ1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1874'4.15 MI E FROM LIVONIA.
 BJ1874'ABOUT 4.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ1874'EAST END OF THE RAILROAD TRESTLE OVER BAYOU GROSSE TETE AT LIVONIA, OR
 BJ1874'ABOUT 5.25 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ1874'STATION AT ERWINVILLE, IN S 7, T 6 S, R 10 E, 45 FEET SOUTH OF THE
 BJ1874'SOUTH RAIL, 102 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 92
 BJ1874'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 63 FEET EAST OF A
 BJ1874'TELEPHONE POLE, 1/2 FOOT NORTH OF A FENCE, 1.1 FEET WEST OF A METAL
 BJ1874'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  A 4-INCH
 BJ1874'IRON PIPE BEARING A CAP WHICH PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF
 BJ1874'THE GROUND.
 BJ1874
 BJ1874                          STATION RECOVERY (1968)
 BJ1874
 BJ1874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1542 ***********************************************************************
 CP1542  DESIGNATION -  5 DIETZE BOLT
 CP1542  PID         -  CP1542
 CP1542  STATE/COUNTY-  LA/MADISON
 CP1542  USGS QUAD   -  BEDFORD (1963)
 CP1542
 CP1542                         *CURRENT SURVEY CONTROL
 CP1542  ___________________________________________________________________
 CP1542* NAD 83(1986)-  32 14 46.     (N)    091 03 49.     (W)     SCALED    
 CP1542* NAVD 88     -        21.93   (+/-2cm)      71.9    (feet)  VERTCON   
 CP1542  ___________________________________________________________________
 CP1542  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1542
 CP1542  VERT ORDER  -  ? (See Below)
 CP1542
 CP1542.The horizontal coordinates were scaled from a topographic map and have
 CP1542.an estimated accuracy of +/- 6 seconds.
 CP1542
 CP1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1542.The vertical order pertains to the NGVD 29 superseded value.
 CP1542
 CP1542.The geoid height was determined by GEOID03.
 CP1542
 CP1542;                    North         East    Units  Estimated Accuracy
 CP1542;SPC LA N     -   194,500.    1,135,350.      MT  (+/- 180 meters Scaled)
 CP1542
 CP1542                          SUPERSEDED SURVEY CONTROL
 CP1542
 CP1542  NGVD 29 (??/??/92)   21.953  (m)           72.02   (f) ADJ UNCH    ?  
 CP1542
 CP1542.Superseded values are not recommended for survey control.
 CP1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1542.See file dsdata.txt to determine how the superseded data were derived.
 CP1542
 CP1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR824693(NAD 83)
 CP1542_MARKER: B = BOLT
 CP1542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1542_SP_SET: CONCRETE BLOCK
 CP1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1542
 CP1542  HISTORY     - Date     Condition        Report By
 CP1542  HISTORY     - UNK      MONUMENTED       DOD
 CP1542  HISTORY     - 1934     GOOD             DOD
 CP1542
 CP1542                          STATION DESCRIPTION
 CP1542
 CP1542'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1542'3.5 MI E FROM KING.
 CP1542'ABOUT 3.5 MILES EAST ALONG THE LEVEE FROM KING.  P.B.M. IS CONCRETE
 CP1542'BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF MISSISSIPPI RIVER,
 CP1542'IN MADISON PARISH, LA., ON OLD CHELULA PLANTATION, IN OPEN FIELD,
 CP1542'ABOUT 1/2 MILE DOWNSTREAM FROM ABANDONED TOWER LEVEE MACHINE. 86
 CP1542'METERS LANDWARD FROM CENTER OF NEW LEVEE ON PROLONGATION OF HODGES
 CP1542'CANAL.  120.1 METERS DOWNSTREAM FROM DOWNSTREAM LANDSIDE CORNER OF
 CP1542'HOUSE OCCUPIED BY JOHN CLINE.  180 METERS S. OF HOPPER BAYOU.  33.8
 CP1542'METERS LANDWARD OF FENCE.  NOTE-- BLAZED TREES-- 24 IN. COTTONWOOD,
 CP1542'232 DEG. 175 METERS.  48 IN. CYPRESS, 222 DEG.  149 METERS.  20 IN.
 CP1542'COTTONWOOD, 88 DEG. 122 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1541 ***********************************************************************
 CP1541  DESIGNATION -  5 DIETZE CAP
 CP1541  PID         -  CP1541
 CP1541  STATE/COUNTY-  LA/MADISON
 CP1541  USGS QUAD   -  BEDFORD (1963)
 CP1541
 CP1541                         *CURRENT SURVEY CONTROL
 CP1541  ___________________________________________________________________
 CP1541* NAD 83(1986)-  32 14 46.     (N)    091 03 49.     (W)     SCALED    
 CP1541* NAVD 88     -        23.16   (+/-2cm)      76.0    (feet)  VERTCON   
 CP1541  ___________________________________________________________________
 CP1541  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1541
 CP1541  VERT ORDER  -  ? (See Below)
 CP1541
 CP1541.The horizontal coordinates were scaled from a topographic map and have
 CP1541.an estimated accuracy of +/- 6 seconds.
 CP1541
 CP1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1541.The vertical order pertains to the NGVD 29 superseded value.
 CP1541
 CP1541.The geoid height was determined by GEOID03.
 CP1541
 CP1541;                    North         East    Units  Estimated Accuracy
 CP1541;SPC LA N     -   194,500.    1,135,350.      MT  (+/- 180 meters Scaled)
 CP1541
 CP1541                          SUPERSEDED SURVEY CONTROL
 CP1541
 CP1541  NGVD 29 (??/??/92)   23.186  (m)           76.07   (f) ADJ UNCH    ?  
 CP1541
 CP1541.Superseded values are not recommended for survey control.
 CP1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1541.See file dsdata.txt to determine how the superseded data were derived.
 CP1541
 CP1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR824693(NAD 83)
 CP1541_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1541_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1541
 CP1541  HISTORY     - Date     Condition        Report By
 CP1541  HISTORY     - UNK      MONUMENTED       DOD
 CP1541  HISTORY     - 1934     GOOD             DOD
 CP1541
 CP1541                          STATION DESCRIPTION
 CP1541
 CP1541'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1541'3.5 MI E FROM KING.
 CP1541'ABOUT 3.5 MILES EAST ALONG THE LEVEE FROM KING.  P.B.M. IS CONCRETE
 CP1541'BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF MISSISSIPPI RIVER,
 CP1541'IN MADISON PARISH, LA., ON OLD CHELULA PLANTATION, IN OPEN FIELD,
 CP1541'ABOUT 1/2 MILE DOWNSTREAM FROM ABANDONED TOWER LEVEE MACHINE. 86
 CP1541'METERS LANDWARD FROM CENTER OF NEW LEVEE ON PROLONGATION OF HODGES
 CP1541'CANAL.  120.1 METERS DOWNSTREAM FROM DOWNSTREAM LANDSIDE CORNER OF
 CP1541'HOUSE OCCUPIED BY JOHN CLINE.  180 METERS S. OF HOPPER BAYOU.  33.8
 CP1541'METERS LANDWARD OF FENCE.  NOTE-- BLAZED TREES-- 24 IN. COTTONWOOD,
 CP1541'232 DEG. 175 METERS.  48 IN. CYPRESS, 222 DEG.  149 METERS.  20 IN.
 CP1541'COTTONWOOD, 88 DEG. 122 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0011 ***********************************************************************
 BW0011  DESIGNATION -  5 GDS USGS
 BW0011  PID         -  BW0011
 BW0011  STATE/COUNTY-  LA/CONCORDIA
 BW0011  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0011
 BW0011                         *CURRENT SURVEY CONTROL
 BW0011  ___________________________________________________________________
 BW0011* NAD 83(1986)-  31 06 54.     (N)    091 37 58.     (W)     SCALED    
 BW0011* NAVD 88     -        15.966  (meters)      52.38   (feet)  ADJUSTED  
 BW0011  ___________________________________________________________________
 BW0011  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BW0011  DYNAMIC HT  -          15.946 (meters)      52.32  (feet)  COMP
 BW0011  MODELED GRAV-     979,400.1   (mgal)                       NAVD 88
 BW0011
 BW0011  VERT ORDER  -  FIRST     CLASS I
 BW0011
 BW0011.The horizontal coordinates were scaled from a topographic map and have
 BW0011.an estimated accuracy of +/- 6 seconds.
 BW0011
 BW0011.The orthometric height was determined by differential leveling
 BW0011.and adjusted by the National Geodetic Survey in February 1994..
 BW0011
 BW0011.The geoid height was determined by GEOID03.
 BW0011
 BW0011.The dynamic height is computed by dividing the NAVD 88
 BW0011.geopotential number by the normal gravity value computed on the
 BW0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0011.degrees latitude (g = 980.6199 gals.).
 BW0011
 BW0011.The modeled gravity was interpolated from observed gravity values.
 BW0011
 BW0011;                    North         East    Units  Estimated Accuracy
 BW0011;SPC LA N     -    68,520.    1,082,720.      MT  (+/- 180 meters Scaled)
 BW0011
 BW0011                          SUPERSEDED SURVEY CONTROL
 BW0011
 BW0011  NAVD 88 (06/15/91)   15.989  (m)           52.46   (f) UNKNOWN     1 1
 BW0011  NGVD 29 (??/??/??)   15.939  (m)           52.29   (f) ADJUSTED    1 1
 BW0011
 BW0011.Superseded values are not recommended for survey control.
 BW0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0011.See file dsdata.txt to determine how the superseded data were derived.
 BW0011
 BW0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ303431(NAD 83)
 BW0011_MARKER: DD = SURVEY DISK
 BW0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0011_STAMPING: 5 GDS 1964
 BW0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0011+STABILITY: SURFACE MOTION
 BW0011
 BW0011  HISTORY     - Date     Condition        Report By
 BW0011  HISTORY     - 1964     MONUMENTED       USGS
 BW0011  HISTORY     - 1966     GOOD             NGS
 BW0011  HISTORY     - 1976     GOOD             NGS
 BW0011
 BW0011                          STATION DESCRIPTION
 BW0011
 BW0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0011'5.75 MI S FROM SHAW.
 BW0011'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE BRICK
 BW0011'SCHOOLHOUSE AT SHAW, THENCE 3.1 MILES SOUTH ALONG A GRAVELED ROAD
 BW0011'WHICH PARALLELS STATE HIGHWAY 15 ON THE WEST SIDE, IN SETCTION 57, T 2
 BW0011'N, R 8 E, 121 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 BW0011'GRAVELED ROAD AND STATE HIGHWAY 15, 182 FEET WEST OF THE CENTER LINE
 BW0011'OF THE HIGHWAY, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 93
 BW0011'FEET SOUTH OF A WIRE GATE, 49 FEET WEST OF THE WEST CORNER OF A PIPE
 BW0011'CATTLE GUARD IN THE GRAVELED ROAD, 3 FEET NORTHWEST OF A POWER POLE
 BW0011'BRACED BY A GUY WIRE, 1 FOOT SOUTHWEST OF A FENCE, ABOUT LEVEL WITH
 BW0011'THE GRAVELED ROAD, 3.0 FEET FROM A METAL WITNESS POST, AND SET IN THE
 BW0011'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BW0011
 BW0011                          STATION RECOVERY (1976)
 BW0011
 BW0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0011'2.7 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0011'HIGHWAY 190 AT SHAW, THENCE 3.1 MILES SOUTH  ALONG A GRAVELED ROAD,
 BW0011'0.85 MILES NORTH OF BENCH MARK MRLTLD-7, 293 FT. NORTHWEST OF THE
 BW0011'CENTER OF THE JUNCTION OF STATE HIGHWAY 15, 182 FT. WEST OF THE CENTER
 BW0011'LINE OF THE HIGHWAY, 49 FT. SOUTHWEST OF THE CENTER  LINE OF THE ROAD,
 BW0011'3 FT. NORTHWEST OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1048 ***********************************************************************
 BK1048  DESIGNATION -  5 MPRR
 BK1048  PID         -  BK1048
 BK1048  STATE/COUNTY-  LA/ALLEN
 BK1048  USGS QUAD   -  PAWNEE (1972)
 BK1048
 BK1048                         *CURRENT SURVEY CONTROL
 BK1048  ___________________________________________________________________
 BK1048* NAD 83(1986)-  30 53 37.     (N)    092 37 31.     (W)     SCALED    
 BK1048* NAVD 88     -        41.338  (meters)     135.62   (feet)  ADJUSTED  
 BK1048  ___________________________________________________________________
 BK1048  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK1048  DYNAMIC HT  -          41.285 (meters)     135.45  (feet)  COMP
 BK1048  MODELED GRAV-     979,372.5   (mgal)                       NAVD 88
 BK1048
 BK1048  VERT ORDER  -  FIRST     CLASS I
 BK1048
 BK1048.The horizontal coordinates were scaled from a topographic map and have
 BK1048.an estimated accuracy of +/- 6 seconds.
 BK1048
 BK1048.The orthometric height was determined by differential leveling
 BK1048.and adjusted by the National Geodetic Survey in February 1994..
 BK1048
 BK1048.The geoid height was determined by GEOID03.
 BK1048
 BK1048.The dynamic height is computed by dividing the NAVD 88
 BK1048.geopotential number by the normal gravity value computed on the
 BK1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1048.degrees latitude (g = 980.6199 gals.).
 BK1048
 BK1048.The modeled gravity was interpolated from observed gravity values.
 BK1048
 BK1048;                    North         East    Units  Estimated Accuracy
 BK1048;SPC LA S     -   266,030.      876,470.      MT  (+/- 180 meters Scaled)
 BK1048
 BK1048                          SUPERSEDED SURVEY CONTROL
 BK1048
 BK1048  NAVD 88 (06/15/91)   41.330  (m)          135.60   (f) UNKNOWN     1 1
 BK1048  NGVD 29 (??/??/??)   41.315  (m)          135.55   (f) ADJUSTED    1 1
 BK1048
 BK1048.Superseded values are not recommended for survey control.
 BK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1048.See file dsdata.txt to determine how the superseded data were derived.
 BK1048
 BK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ358178(NAD 83)
 BK1048_MARKER: Z = SEE DESCRIPTION
 BK1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1048+STABILITY: SURFACE MOTION
 BK1048
 BK1048  HISTORY     - Date     Condition        Report By
 BK1048  HISTORY     - UNK      MONUMENTED       MPRR
 BK1048  HISTORY     - 1970     GOOD             NGS
 BK1048
 BK1048                          STATION DESCRIPTION
 BK1048
 BK1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1048'5.75 MI NE FROM OAKDALE.
 BK1048'ABOUT 5.75 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1048'THE STATION AT OAKDALE, OR ABOUT 6.25 MILES SOUTHWEST ALONG THE
 BK1048'MISSOURI PACIFIC RAILROAD FROM THE TOWN HALL AT GLENMORA, 34 FEET EAST
 BK1048'OF MILEPOST 630, 8 FEET NORTHWEST OF THE NORTHWEST RAIL, 100 FEET
 BK1048'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 165, ABOUT LEVEL WITH THE
 BK1048'HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, A BRASS PIN IN THE
 BK1048'TOP OF A CONCRETE POST WHICH PROJECTS 24 INCHES ABOVE THE SURFACE OF
 BK1048'THE GROUND AND WHICH BEARS A BRASS PLATE ON THE NORTH SIDE ON WHICH IS
 BK1048'INSCRIBED M P 630 22790+67.  NOTE-- THIS MARK IS LEANING ABOUT 10
 BK1048'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3473 ***********************************************************************
 BJ3473  DESIGNATION -  5 S USGS
 BJ3473  PID         -  BJ3473
 BJ3473  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3473  USGS QUAD   -  PRIDE (1980)
 BJ3473
 BJ3473                         *CURRENT SURVEY CONTROL
 BJ3473  ___________________________________________________________________
 BJ3473* NAD 83(1986)-  30 38 06.     (N)    090 56 08.     (W)     SCALED    
 BJ3473* NAVD 88     -        24.119  (meters)      79.13   (feet)  ADJUSTED  
 BJ3473  ___________________________________________________________________
 BJ3473  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3473  DYNAMIC HT  -          24.087 (meters)      79.03  (feet)  COMP
 BJ3473  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3473
 BJ3473  VERT ORDER  -  SECOND    CLASS I
 BJ3473
 BJ3473.The horizontal coordinates were scaled from a topographic map and have
 BJ3473.an estimated accuracy of +/- 6 seconds.
 BJ3473
 BJ3473.The orthometric height was determined by differential leveling
 BJ3473.and adjusted by the National Geodetic Survey in February 1994..
 BJ3473
 BJ3473.The geoid height was determined by GEOID03.
 BJ3473
 BJ3473.The dynamic height is computed by dividing the NAVD 88
 BJ3473.geopotential number by the normal gravity value computed on the
 BJ3473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3473.degrees latitude (g = 980.6199 gals.).
 BJ3473
 BJ3473.The modeled gravity was interpolated from observed gravity values.
 BJ3473
 BJ3473;                    North         East    Units  Estimated Accuracy
 BJ3473;SPC LA S     -   236,720.    1,038,130.      MT  (+/- 180 meters Scaled)
 BJ3473
 BJ3473                          SUPERSEDED SURVEY CONTROL
 BJ3473
 BJ3473.No superseded survey control is available for this station.
 BJ3473
 BJ3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP978909(NAD 83)
 BJ3473_MARKER: DB = BENCH MARK DISK
 BJ3473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3473_SP_SET: CONCRETE POST
 BJ3473_STAMPING: 5 S 1945
 BJ3473_MARK LOGO: USGS  
 BJ3473_PROJECTION: FLUSH
 BJ3473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3473+STABILITY: SURFACE MOTION
 BJ3473
 BJ3473  HISTORY     - Date     Condition        Report By
 BJ3473  HISTORY     - 1945     MONUMENTED       USGS
 BJ3473  HISTORY     - 1983     GOOD             LADTD
 BJ3473
 BJ3473                          STATION DESCRIPTION
 BJ3473
 BJ3473'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3473'10.1 KM (6.3 MI) SE FROM PRIDE.
 BJ3473'ABOUT 5.3 KM (3.3 MILES) SOUTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3473'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND STONEY POINT BURCH
 BJ3473'ROAD, THENCE LEFT ON STONEY POINT BURCH ROAD FOR 4.8 KM (3 MILES) TO
 BJ3473'THE JUNCTION OF STONEY POINT BURCH ROAD AND STATE HIGHWAY 37 AND THE
 BJ3473'MARK EAST OF HIGHWAY 37, 14.6 METERS (48 FEET) SOUTHEAST OF THE
 BJ3473'JUNCTION OF STONEY POINT BURCH ROAD AND HIGHWAY 37, 9.4 METERS (31
 BJ3473'FEET) SOUTH-SOUTHWEST OF A 30-INCH PINE TREE, 8.5 METERS (28 FEET)
 BJ3473'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 37 AND 7.3 METERS (24 FEET)
 BJ3473'NORTH-NORTHEAST OF A 24-INCH PINE TREE.
 BJ3473'THE MARK IS 0.15 METERS  WNW FROM A WITNESS POST.
 BJ3473'THE MARK IS 0.30 M BELOW STATE HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2124 ***********************************************************************
 BK2124  DESIGNATION -  5 V 1 LADTD
 BK2124  PID         -  BK2124
 BK2124  STATE/COUNTY-  LA/AVOYELLES
 BK2124  USGS QUAD   -  WHITEVILLE (1992)
 BK2124
 BK2124                         *CURRENT SURVEY CONTROL
 BK2124  ___________________________________________________________________
 BK2124* NAD 83(1986)-  30 51 25.     (N)    092 12 51.     (W)     SCALED    
 BK2124* NAVD 88     -        15.94   (+/-2cm)      52.3    (feet)  VERTCON   
 BK2124  ___________________________________________________________________
 BK2124  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2124
 BK2124  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2124
 BK2124.The horizontal coordinates were scaled from a topographic map and have
 BK2124.an estimated accuracy of +/- 6 seconds.
 BK2124
 BK2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2124.The vertical order pertains to the NGVD 29 superseded value.
 BK2124
 BK2124.The geoid height was determined by GEOID03.
 BK2124
 BK2124;                    North         East    Units  Estimated Accuracy
 BK2124;SPC LA N     -    39,610.    1,027,340.      MT  (+/- 180 meters Scaled)
 BK2124
 BK2124                          SUPERSEDED SURVEY CONTROL
 BK2124
 BK2124  NGVD 29 (??/??/??)   15.911  (m)           52.20   (f) ADJUSTED    2 2
 BK2124
 BK2124.Superseded values are not recommended for survey control.
 BK2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2124.See file dsdata.txt to determine how the superseded data were derived.
 BK2124
 BK2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ751140(NAD 83)
 BK2124_MARKER: DD = SURVEY DISK
 BK2124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK2124_SP_SET: STRUCTURE BRIDGE WING WALL
 BK2124_STAMPING: 5 V 1 1977
 BK2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2124
 BK2124  HISTORY     - Date     Condition        Report By
 BK2124  HISTORY     - 1977     MONUMENTED       LADTD
 BK2124
 BK2124                          STATION DESCRIPTION
 BK2124
 BK2124'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2124'5.6 MI SE FROM WHITEVILLE.
 BK2124'ABOUT 5.6 MILES NW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF STATE
 BK2124'HIGHWAY 29 AT WHITEVILLE, 18 FT EAST OF THE CENTERLINE OF STATE
 BK2124'HIGHWAY 29, 71 FT EAST OF A POWER POLE, THIS MARKER IS LOCATED ON THE
 BK2124'NE CORNER OF A CONCRETE BRIDGE WING WALL ON STATE HIGHWAY 29 AND OVER
 BK2124'BAYOU BOEUF, DATE ON BRIDGE 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2034 ***********************************************************************
 BK2034  DESIGNATION -  5 V 10 LADTD
 BK2034  PID         -  BK2034
 BK2034  STATE/COUNTY-  LA/AVOYELLES
 BK2034  USGS QUAD   -  BUNKIE (1992)
 BK2034
 BK2034                         *CURRENT SURVEY CONTROL
 BK2034  ___________________________________________________________________
 BK2034* NAD 83(1986)-  30 53 07.     (N)    092 07 41.     (W)     SCALED    
 BK2034* NAVD 88     -        14.54   (+/-2cm)      47.7    (feet)  VERTCON   
 BK2034  ___________________________________________________________________
 BK2034  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2034
 BK2034  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2034
 BK2034.The horizontal coordinates were scaled from a topographic map and have
 BK2034.an estimated accuracy of +/- 6 seconds.
 BK2034
 BK2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2034.The vertical order pertains to the NGVD 29 superseded value.
 BK2034
 BK2034.The geoid height was determined by GEOID03.
 BK2034
 BK2034;                    North         East    Units  Estimated Accuracy
 BK2034;SPC LA N     -    42,780.    1,035,570.      MT  (+/- 180 meters Scaled)
 BK2034
 BK2034                          SUPERSEDED SURVEY CONTROL
 BK2034
 BK2034  NGVD 29 (??/??/??)   14.521  (m)           47.64   (f) ADJUSTED    2 2
 BK2034
 BK2034.Superseded values are not recommended for survey control.
 BK2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2034.See file dsdata.txt to determine how the superseded data were derived.
 BK2034
 BK2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ833172(NAD 83)
 BK2034_MARKER: DD = SURVEY DISK
 BK2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2034_SP_SET: CONCRETE POST
 BK2034_STAMPING: 5 V 10 1975
 BK2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2034+STABILITY: SURFACE MOTION
 BK2034
 BK2034  HISTORY     - Date     Condition        Report By
 BK2034  HISTORY     - 1975     MONUMENTED       LADTD
 BK2034
 BK2034                          STATION DESCRIPTION
 BK2034
 BK2034'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2034'4.6 MI NW FROM MORROW.
 BK2034'ABOUT 4.6 MILES NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE
 BK2034'HIGHWAY 107 AT MORROW, 17 FT EAST OF THE EAST RAIL OF THE TEXAS AND
 BK2034'PACIFIC RAILROAD TRACK, 72 FT NORTH OF THE JUNCTION OF THE RAILROAD
 BK2034'AND A GRAVELED ROAD CROSSING THE TRACK, 69 FT NORTH OF A TELEGRAPH
 BK2034'POLE, 117 FT EAST OF THE CENTERLINE OF US HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2028 ***********************************************************************
 BK2028  DESIGNATION -  5 V 11 LADTD
 BK2028  PID         -  BK2028
 BK2028  STATE/COUNTY-  LA/AVOYELLES
 BK2028  USGS QUAD   -  MORROW (1972)
 BK2028
 BK2028                         *CURRENT SURVEY CONTROL
 BK2028  ___________________________________________________________________
 BK2028* NAD 83(1986)-  30 51 38.     (N)    092 06 33.     (W)     SCALED    
 BK2028* NAVD 88     -        13.61   (+/-2cm)      44.7    (feet)  VERTCON   
 BK2028  ___________________________________________________________________
 BK2028  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2028
 BK2028  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2028
 BK2028.The horizontal coordinates were scaled from a topographic map and have
 BK2028.an estimated accuracy of +/- 6 seconds.
 BK2028
 BK2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2028.The vertical order pertains to the NGVD 29 superseded value.
 BK2028
 BK2028.The geoid height was determined by GEOID03.
 BK2028
 BK2028;                    North         East    Units  Estimated Accuracy
 BK2028;SPC LA N     -    40,050.    1,037,380.      MT  (+/- 180 meters Scaled)
 BK2028
 BK2028                          SUPERSEDED SURVEY CONTROL
 BK2028
 BK2028  NGVD 29 (??/??/??)   13.589  (m)           44.58   (f) ADJUSTED    2 2
 BK2028
 BK2028.Superseded values are not recommended for survey control.
 BK2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2028.See file dsdata.txt to determine how the superseded data were derived.
 BK2028
 BK2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ851144(NAD 83)
 BK2028_MARKER: DD = SURVEY DISK
 BK2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2028_SP_SET: CONCRETE POST
 BK2028_STAMPING: 5 V 11 1975
 BK2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2028+STABILITY: SURFACE MOTION
 BK2028
 BK2028  HISTORY     - Date     Condition        Report By
 BK2028  HISTORY     - 1975     MONUMENTED       LADTD
 BK2028
 BK2028                          STATION DESCRIPTION
 BK2028
 BK2028'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2028'2.4 MI NW FROM MORROW.
 BK2028'ABOUT 2.4 MI NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE HIGHWAY
 BK2028'107 AT MORROW, 62 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 35 FT WEST
 BK2028'OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACK, 3 FT NW OF
 BK2028'THE RAILROAD MILE POST NO 155.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2027 ***********************************************************************
 BK2027  DESIGNATION -  5 V 12 LADTD
 BK2027  PID         -  BK2027
 BK2027  STATE/COUNTY-  LA/AVOYELLES
 BK2027  USGS QUAD   -  MORROW (1972)
 BK2027
 BK2027                         *CURRENT SURVEY CONTROL
 BK2027  ___________________________________________________________________
 BK2027* NAD 83(1986)-  30 50 59.     (N)    092 06 02.     (W)     SCALED    
 BK2027* NAVD 88     -        13.46   (+/-2cm)      44.2    (feet)  VERTCON   
 BK2027  ___________________________________________________________________
 BK2027  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK2027
 BK2027  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2027
 BK2027.The horizontal coordinates were scaled from a topographic map and have
 BK2027.an estimated accuracy of +/- 6 seconds.
 BK2027
 BK2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2027.The vertical order pertains to the NGVD 29 superseded value.
 BK2027
 BK2027.The geoid height was determined by GEOID03.
 BK2027
 BK2027;                    North         East    Units  Estimated Accuracy
 BK2027;SPC LA N     -    38,850.    1,038,210.      MT  (+/- 180 meters Scaled)
 BK2027
 BK2027                          SUPERSEDED SURVEY CONTROL
 BK2027
 BK2027  NGVD 29 (??/??/??)   13.434  (m)           44.07   (f) ADJUSTED    2 2
 BK2027
 BK2027.Superseded values are not recommended for survey control.
 BK2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2027.See file dsdata.txt to determine how the superseded data were derived.
 BK2027
 BK2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ860132(NAD 83)
 BK2027_MARKER: DD = SURVEY DISK
 BK2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2027_SP_SET: CONCRETE POST
 BK2027_STAMPING: 5 V 12 1975
 BK2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2027+STABILITY: SURFACE MOTION
 BK2027
 BK2027  HISTORY     - Date     Condition        Report By
 BK2027  HISTORY     - 1975     MONUMENTED       LADTD
 BK2027
 BK2027                          STATION DESCRIPTION
 BK2027
 BK2027'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2027'1.6 MI NW FROM MORROW.
 BK2027'ABOUT 1.6 MI NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE HIGHWAY
 BK2027'107 AT MORROW, 61 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 37 FT WEST
 BK2027'OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACK, 3 FT SE OF A
 BK2027'TELEPHONE POLE, 150 FT NW OF THE ST LANDRY PARISH LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2129 ***********************************************************************
 BK2129  DESIGNATION -  5 V 2 LADTD
 BK2129  PID         -  BK2129
 BK2129  STATE/COUNTY-  LA/AVOYELLES
 BK2129  USGS QUAD   -  BUNKIE (1992)
 BK2129
 BK2129                         *CURRENT SURVEY CONTROL
 BK2129  ___________________________________________________________________
 BK2129* NAD 83(1986)-  30 53 40.     (N)    092 12 30.     (W)     SCALED    
 BK2129* NAVD 88     -        16.77   (+/-2cm)      55.0    (feet)  VERTCON   
 BK2129  ___________________________________________________________________
 BK2129  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK2129
 BK2129  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2129
 BK2129.The horizontal coordinates were scaled from a topographic map and have
 BK2129.an estimated accuracy of +/- 6 seconds.
 BK2129
 BK2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2129.The vertical order pertains to the NGVD 29 superseded value.
 BK2129
 BK2129.The geoid height was determined by GEOID03.
 BK2129
 BK2129;                    North         East    Units  Estimated Accuracy
 BK2129;SPC LA N     -    43,770.    1,027,890.      MT  (+/- 180 meters Scaled)
 BK2129
 BK2129                          SUPERSEDED SURVEY CONTROL
 BK2129
 BK2129  NGVD 29 (??/??/??)   16.744  (m)           54.93   (f) ADJUSTED    2 2
 BK2129
 BK2129.Superseded values are not recommended for survey control.
 BK2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2129.See file dsdata.txt to determine how the superseded data were derived.
 BK2129
 BK2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ756181(NAD 83)
 BK2129_MARKER: DD = SURVEY DISK
 BK2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2129_SP_SET: CONCRETE POST
 BK2129_STAMPING: 5 V 2 1977
 BK2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2129+STABILITY: SURFACE MOTION
 BK2129
 BK2129  HISTORY     - Date     Condition        Report By
 BK2129  HISTORY     - 1977     MONUMENTED       LADTD
 BK2129
 BK2129                          STATION DESCRIPTION
 BK2129
 BK2129'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2129'4.5 MI NE FROM BUNKIE.
 BK2129'ABOUT 4.5 MILES SW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF US
 BK2129'HIGHWAY 71 AT BUNKIE, 1L FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2129'29, 59 FT NW OF POWER POLE NO 74, 2 FT SE OF THE END OF A BRIDGE
 BK2129'HAINDRAILLING,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2130 ***********************************************************************
 BK2130  DESIGNATION -  5 V 3 LADTD
 BK2130  PID         -  BK2130
 BK2130  STATE/COUNTY-  LA/AVOYELLES
 BK2130  USGS QUAD   -  BUNKIE (1992)
 BK2130
 BK2130                         *CURRENT SURVEY CONTROL
 BK2130  ___________________________________________________________________
 BK2130* NAD 83(1986)-  30 54 23.     (N)    092 12 26.     (W)     SCALED    
 BK2130* NAVD 88     -        16.37   (+/-2cm)      53.7    (feet)  VERTCON   
 BK2130  ___________________________________________________________________
 BK2130  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK2130
 BK2130  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2130
 BK2130.The horizontal coordinates were scaled from a topographic map and have
 BK2130.an estimated accuracy of +/- 6 seconds.
 BK2130
 BK2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2130.The vertical order pertains to the NGVD 29 superseded value.
 BK2130
 BK2130.The geoid height was determined by GEOID03.
 BK2130
 BK2130;                    North         East    Units  Estimated Accuracy
 BK2130;SPC LA N     -    45,100.    1,027,990.      MT  (+/- 180 meters Scaled)
 BK2130
 BK2130                          SUPERSEDED SURVEY CONTROL
 BK2130
 BK2130  NGVD 29 (??/??/??)   16.351  (m)           53.64   (f) ADJUSTED    2 2
 BK2130
 BK2130.Superseded values are not recommended for survey control.
 BK2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2130.See file dsdata.txt to determine how the superseded data were derived.
 BK2130
 BK2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ757194(NAD 83)
 BK2130_MARKER: DD = SURVEY DISK
 BK2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2130_SP_SET: CONCRETE POST
 BK2130_STAMPING: 5 V 3 1977
 BK2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2130+STABILITY: SURFACE MOTION
 BK2130
 BK2130  HISTORY     - Date     Condition        Report By
 BK2130  HISTORY     - 1977     MONUMENTED       LADTD
 BK2130
 BK2130                          STATION DESCRIPTION
 BK2130
 BK2130'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2130'3.6 MI NE FROM BUNKIE.
 BK2130'ABOUT 3.6 MILES SW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF US
 BK2130'HIGHWAY 71 AT BUNKIE, 105 FT SE OF THE JUNCTION OF STATE HIGHWAY 29
 BK2130'AND STATE HIGHWAY 1176 AT EOLA, 62 FT SW OF A POWER POLE, 50 FT NW OF
 BK2130'A 10 INCH PECAN TREE, ABOUT 400 FT NW OF A BRICK CHURCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2131 ***********************************************************************
 BK2131  DESIGNATION -  5 V 4 LADTD
 BK2131  PID         -  BK2131
 BK2131  STATE/COUNTY-  LA/AVOYELLES
 BK2131  USGS QUAD   -  BUNKIE (1992)
 BK2131
 BK2131                         *CURRENT SURVEY CONTROL
 BK2131  ___________________________________________________________________
 BK2131* NAD 83(1986)-  30 55 04.     (N)    092 12 11.     (W)     SCALED    
 BK2131* NAVD 88     -        16.96   (+/-2cm)      55.6    (feet)  VERTCON   
 BK2131  ___________________________________________________________________
 BK2131  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK2131
 BK2131  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2131
 BK2131.The horizontal coordinates were scaled from a topographic map and have
 BK2131.an estimated accuracy of +/- 6 seconds.
 BK2131
 BK2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2131.The vertical order pertains to the NGVD 29 superseded value.
 BK2131
 BK2131.The geoid height was determined by GEOID03.
 BK2131
 BK2131;                    North         East    Units  Estimated Accuracy
 BK2131;SPC LA N     -    46,360.    1,028,390.      MT  (+/- 180 meters Scaled)
 BK2131
 BK2131                          SUPERSEDED SURVEY CONTROL
 BK2131
 BK2131  NGVD 29 (??/??/??)   16.934  (m)           55.56   (f) ADJUSTED    2 2
 BK2131
 BK2131.Superseded values are not recommended for survey control.
 BK2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2131.See file dsdata.txt to determine how the superseded data were derived.
 BK2131
 BK2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ761207(NAD 83)
 BK2131_MARKER: DD = SURVEY DISK
 BK2131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK2131_SP_SET: STRUCTURE BRIDGE WING WALL
 BK2131_STAMPING: 5 V 4 1977
 BK2131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2131+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BK2131
 BK2131  HISTORY     - Date     Condition        Report By
 BK2131  HISTORY     - 1977     MONUMENTED       LADTD
 BK2131  HISTORY     - 20040204 GOOD             USPSQD
 BK2131
 BK2131                          STATION DESCRIPTION
 BK2131
 BK2131'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2131'2.8 MI NE FROM BUNKIE.
 BK2131'ABOUT 2.8 MILES SW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF US
 BK2131'HIGHWAY 71 AT BUNKIE, 14 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2131'29, THIS MARKER IS LOCATED ON THE NE CORNER OF TURNER BRIDGE BUILT
 BK2131'1951.
 BK2131
 BK2131                          STATION RECOVERY (2004)
 BK2131
 BK2131'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2132 ***********************************************************************
 BK2132  DESIGNATION -  5 V 5 LADTD
 BK2132  PID         -  BK2132
 BK2132  STATE/COUNTY-  LA/AVOYELLES
 BK2132  USGS QUAD   -  BUNKIE (1992)
 BK2132
 BK2132                         *CURRENT SURVEY CONTROL
 BK2132  ___________________________________________________________________
 BK2132* NAD 83(1986)-  30 55 33.     (N)    092 11 36.     (W)     SCALED    
 BK2132* NAVD 88     -        17.62   (+/-2cm)      57.8    (feet)  VERTCON   
 BK2132  ___________________________________________________________________
 BK2132  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2132
 BK2132  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2132
 BK2132.The horizontal coordinates were scaled from a topographic map and have
 BK2132.an estimated accuracy of +/- 6 seconds.
 BK2132
 BK2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2132.The vertical order pertains to the NGVD 29 superseded value.
 BK2132
 BK2132.The geoid height was determined by GEOID03.
 BK2132
 BK2132;                    North         East    Units  Estimated Accuracy
 BK2132;SPC LA N     -    47,260.    1,029,310.      MT  (+/- 180 meters Scaled)
 BK2132
 BK2132                          SUPERSEDED SURVEY CONTROL
 BK2132
 BK2132  NGVD 29 (??/??/??)   17.598  (m)           57.74   (f) ADJUSTED    2 2
 BK2132
 BK2132.Superseded values are not recommended for survey control.
 BK2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2132.See file dsdata.txt to determine how the superseded data were derived.
 BK2132
 BK2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ770216(NAD 83)
 BK2132_MARKER: DD = SURVEY DISK
 BK2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2132_SP_SET: CONCRETE POST
 BK2132_STAMPING: 5 V 5 1977
 BK2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2132+STABILITY: SURFACE MOTION
 BK2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2132+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BK2132
 BK2132  HISTORY     - Date     Condition        Report By
 BK2132  HISTORY     - 1977     MONUMENTED       LADTD
 BK2132  HISTORY     - 20060315 GOOD             USPSQD
 BK2132
 BK2132                          STATION DESCRIPTION
 BK2132
 BK2132'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2132'1.9 MI NE FROM BUNKIE.
 BK2132'ABOUT 1.9 MILES SW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF US
 BK2132'HIGHWAY 71 AT BUNKIE, 77 FT SE OF THE CENTERLINE OF STATE HIGHWAY 29,
 BK2132'45 FT SW OF A POWER POLE, 2 FT W OF A CHAIN LINK FENCE, 10 FT NE OF A
 BK2132'CONCRETE FENCE,
 BK2132
 BK2132                          STATION RECOVERY (2006)
 BK2132
 BK2132'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK2132'THE MARK IS LOCATED 1.9 MILES SSW FROM BUNKIE ALONG LA HWY. 29 FROM
 BK2132'THE JUNCTION OF HWY 29 AND US 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2133 ***********************************************************************
 BK2133  DESIGNATION -  5 V 6 LADTD
 BK2133  PID         -  BK2133
 BK2133  STATE/COUNTY-  LA/AVOYELLES
 BK2133  USGS QUAD   -  BUNKIE (1992)
 BK2133
 BK2133                         *CURRENT SURVEY CONTROL
 BK2133  ___________________________________________________________________
 BK2133* NAD 83(1986)-  30 56 40.     (N)    092 11 15.     (W)     SCALED    
 BK2133* NAVD 88     -        19.77   (+/-2cm)      64.9    (feet)  VERTCON   
 BK2133  ___________________________________________________________________
 BK2133  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK2133
 BK2133  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2133
 BK2133.The horizontal coordinates were scaled from a topographic map and have
 BK2133.an estimated accuracy of +/- 6 seconds.
 BK2133
 BK2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2133.The vertical order pertains to the NGVD 29 superseded value.
 BK2133
 BK2133.The geoid height was determined by GEOID03.
 BK2133
 BK2133;                    North         East    Units  Estimated Accuracy
 BK2133;SPC LA N     -    49,320.    1,029,860.      MT  (+/- 180 meters Scaled)
 BK2133
 BK2133                          SUPERSEDED SURVEY CONTROL
 BK2133
 BK2133  NGVD 29 (??/??/??)   19.750  (m)           64.80   (f) ADJUSTED    2 2
 BK2133
 BK2133.Superseded values are not recommended for survey control.
 BK2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2133.See file dsdata.txt to determine how the superseded data were derived.
 BK2133
 BK2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ776237(NAD 83)
 BK2133_MARKER: DD = SURVEY DISK
 BK2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2133_SP_SET: CONCRETE POST
 BK2133_STAMPING: 5 V 6 1977
 BK2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2133+STABILITY: SURFACE MOTION
 BK2133
 BK2133  HISTORY     - Date     Condition        Report By
 BK2133  HISTORY     - 1977     MONUMENTED       LADTD
 BK2133
 BK2133                          STATION DESCRIPTION
 BK2133
 BK2133'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2133'.6 MI NE FROM BUNKIE.
 BK2133'ABOUT .60 MILES SW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF US
 BK2133'HIGHWAY 71 AT BUNKIE, 55 FT SE OF THE CENTERLINE OF STATE HIGHWAY 29
 BK2133'38 FT SW OF POWER POLE NO 19, 3 FT NW OF THE NW CORNER OF A CHAIN LINK
 BK2133'FENCE AROUND A TENNIS COURT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2040 ***********************************************************************
 BK2040  DESIGNATION -  5 V 7 LADTD
 BK2040  PID         -  BK2040
 BK2040  STATE/COUNTY-  LA/AVOYELLES
 BK2040  USGS QUAD   -  BUNKIE (1992)
 BK2040
 BK2040                         *CURRENT SURVEY CONTROL
 BK2040  ___________________________________________________________________
 BK2040* NAD 83(1986)-  30 57 04.     (N)    092 10 50.     (W)     SCALED    
 BK2040* NAVD 88     -        19.61   (+/-2cm)      64.3    (feet)  VERTCON   
 BK2040  ___________________________________________________________________
 BK2040  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK2040
 BK2040  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2040
 BK2040.The horizontal coordinates were scaled from a topographic map and have
 BK2040.an estimated accuracy of +/- 6 seconds.
 BK2040
 BK2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2040.The vertical order pertains to the NGVD 29 superseded value.
 BK2040
 BK2040.The geoid height was determined by GEOID03.
 BK2040
 BK2040;                    North         East    Units  Estimated Accuracy
 BK2040;SPC LA N     -    50,060.    1,030,530.      MT  (+/- 180 meters Scaled)
 BK2040
 BK2040                          SUPERSEDED SURVEY CONTROL
 BK2040
 BK2040  NGVD 29 (??/??/??)   19.585  (m)           64.26   (f) ADJUSTED    2 2
 BK2040
 BK2040.Superseded values are not recommended for survey control.
 BK2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2040.See file dsdata.txt to determine how the superseded data were derived.
 BK2040
 BK2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ782244(NAD 83)
 BK2040_MARKER: DD = SURVEY DISK
 BK2040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK2040_SP_SET: STRUCTURE CONCRETE FOOTING
 BK2040_STAMPING: 5 V 7 1975
 BK2040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2040
 BK2040  HISTORY     - Date     Condition        Report By
 BK2040  HISTORY     - 1975     MONUMENTED       LADTD
 BK2040
 BK2040                          STATION DESCRIPTION
 BK2040
 BK2040'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2040'.4 MI SE FROM BUNKIE.
 BK2040'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT .4 MILE SE ALONG US HIGHWAY
 BK2040'71, 59 FT WEST OF WEST RAIL OF A SPUR LINE OF THE TEXAS AND PACIFIC
 BK2040'RAILROAD TRACK, 59 FT EAST OF THE CENTERLINE OF US HIGHWAY 71, 79 FT
 BK2040'SOUTH OF THE SOUTH WALL OF A CONCRET BLOCK BUILDING BAR, THIS MARKER
 BK2040'IS SET IN A DRILLED HOLE IN THE FOOTING OF THE OLD WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2039 ***********************************************************************
 BK2039  DESIGNATION -  5 V 8 LADTD
 BK2039  PID         -  BK2039
 BK2039  STATE/COUNTY-  LA/AVOYELLES
 BK2039  USGS QUAD   -  BUNKIE (1992)
 BK2039
 BK2039                         *CURRENT SURVEY CONTROL
 BK2039  ___________________________________________________________________
 BK2039* NAD 83(1986)-  30 56 10.     (N)    092 10 06.     (W)     SCALED    
 BK2039* NAVD 88     -        19.48   (+/-2cm)      63.9    (feet)  VERTCON   
 BK2039  ___________________________________________________________________
 BK2039  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2039
 BK2039  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2039
 BK2039.The horizontal coordinates were scaled from a topographic map and have
 BK2039.an estimated accuracy of +/- 6 seconds.
 BK2039
 BK2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2039.The vertical order pertains to the NGVD 29 superseded value.
 BK2039
 BK2039.The geoid height was determined by GEOID03.
 BK2039
 BK2039;                    North         East    Units  Estimated Accuracy
 BK2039;SPC LA N     -    48,400.    1,031,700.      MT  (+/- 180 meters Scaled)
 BK2039
 BK2039                          SUPERSEDED SURVEY CONTROL
 BK2039
 BK2039  NGVD 29 (??/??/??)   19.460  (m)           63.84   (f) ADJUSTED    2 2
 BK2039
 BK2039.Superseded values are not recommended for survey control.
 BK2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2039.See file dsdata.txt to determine how the superseded data were derived.
 BK2039
 BK2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ794228(NAD 83)
 BK2039_MARKER: DD = SURVEY DISK
 BK2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2039_SP_SET: CONCRETE POST
 BK2039_STAMPING: 5 V 8 1975
 BK2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2039+STABILITY: SURFACE MOTION
 BK2039
 BK2039  HISTORY     - Date     Condition        Report By
 BK2039  HISTORY     - 1975     MONUMENTED       LADTD
 BK2039
 BK2039                          STATION DESCRIPTION
 BK2039
 BK2039'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2039'1.7 MI SE FROM BUNKIE.
 BK2039'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT 1.7 MILES SE ALONG US HIGHWAY
 BK2039'71, 80 FT NE OF THE JUNCTION OF US HIGHWAY 71 AND A BLACK TOP ROAD
 BK2039'CROSSING LEADING EAST AND WEST, 118 FT NW OF THE JUNCTION OF THE
 BK2039'RAILROAD TRACK AND THE BLACK TOP ROAD, 4 FT SE OF A TELEGRAPH POLE,
 BK2039'35 FT WEST OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2035 ***********************************************************************
 BK2035  DESIGNATION -  5 V 9 LADTD
 BK2035  PID         -  BK2035
 BK2035  STATE/COUNTY-  LA/AVOYELLES
 BK2035  USGS QUAD   -  BUNKIE (1992)
 BK2035
 BK2035                         *CURRENT SURVEY CONTROL
 BK2035  ___________________________________________________________________
 BK2035* NAD 83(1986)-  30 54 24.     (N)    092 08 46.     (W)     SCALED    
 BK2035* NAVD 88     -        15.57   (+/-2cm)      51.1    (feet)  VERTCON   
 BK2035  ___________________________________________________________________
 BK2035  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK2035
 BK2035  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2035
 BK2035.The horizontal coordinates were scaled from a topographic map and have
 BK2035.an estimated accuracy of +/- 6 seconds.
 BK2035
 BK2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2035.The vertical order pertains to the NGVD 29 superseded value.
 BK2035
 BK2035.The geoid height was determined by GEOID03.
 BK2035
 BK2035;                    North         East    Units  Estimated Accuracy
 BK2035;SPC LA N     -    45,150.    1,033,830.      MT  (+/- 180 meters Scaled)
 BK2035
 BK2035                          SUPERSEDED SURVEY CONTROL
 BK2035
 BK2035  NGVD 29 (??/??/??)   15.551  (m)           51.02   (f) ADJUSTED    2 2
 BK2035
 BK2035.Superseded values are not recommended for survey control.
 BK2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2035.See file dsdata.txt to determine how the superseded data were derived.
 BK2035
 BK2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ815195(NAD 83)
 BK2035_MARKER: DD = SURVEY DISK
 BK2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2035_SP_SET: CONCRETE POST
 BK2035_STAMPING: 5 V 9 1975
 BK2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2035+STABILITY: SURFACE MOTION
 BK2035
 BK2035  HISTORY     - Date     Condition        Report By
 BK2035  HISTORY     - 1975     MONUMENTED       LADTD
 BK2035
 BK2035                          STATION DESCRIPTION
 BK2035
 BK2035'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2035'4.1 MI SE FROM BUNKIE.
 BK2035'FROM THE R. R. DEPOT IN BUNKIE ABOUT 4.1 MILES SE ALONG US HIGHWAY 71,
 BK2035'130 FT WEST OF THE CENTERLINE OF US HIGHWAY 71, 21 FT SOUTH OF A
 BK2035'BLACK TOP ROAD LEADING WEST, 17 FT EAST OF A 36 INCH SYCIMORE TREE,
 BK2035'81 FT WEST OF THE CENTER OF A WOOD BRIDGE ON THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1533 ***********************************************************************
 BX1533  DESIGNATION -  5 W USGS
 BX1533  PID         -  BX1533
 BX1533  STATE/COUNTY-  LA/WINN
 BX1533  USGS QUAD   -  PACKTON (1984)
 BX1533
 BX1533                         *CURRENT SURVEY CONTROL
 BX1533  ___________________________________________________________________
 BX1533* NAD 83(1986)-  31 47 53.     (N)    092 34 37.     (W)     SCALED    
 BX1533* NAVD 88     -        46.09   (+/-2cm)     151.2    (feet)  VERTCON   
 BX1533  ___________________________________________________________________
 BX1533  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX1533
 BX1533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1533
 BX1533.The horizontal coordinates were scaled from a topographic map and have
 BX1533.an estimated accuracy of +/- 6 seconds.
 BX1533
 BX1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1533.The vertical order pertains to the NGVD 29 superseded value.
 BX1533
 BX1533.The geoid height was determined by GEOID03.
 BX1533
 BX1533;                    North         East    Units  Estimated Accuracy
 BX1533;SPC LA N     -   143,920.      992,710.      MT  (+/- 180 meters Scaled)
 BX1533
 BX1533                          SUPERSEDED SURVEY CONTROL
 BX1533
 BX1533  NGVD 29 (??/??/??)   46.104  (m)          151.26   (f) ADJUSTED    2 0
 BX1533
 BX1533.Superseded values are not recommended for survey control.
 BX1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1533.See file dsdata.txt to determine how the superseded data were derived.
 BX1533
 BX1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR400181(NAD 83)
 BX1533_MARKER: DD = SURVEY DISK
 BX1533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1533_SP_SET: PIER
 BX1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1533
 BX1533  HISTORY     - Date     Condition        Report By
 BX1533  HISTORY     - UNK      MONUMENTED       USGS
 BX1533  HISTORY     - 1934     GOOD             CGS
 BX1533
 BX1533                          STATION DESCRIPTION
 BX1533
 BX1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1533'IN PACKTON.
 BX1533'AT PACKTON, WINN PARISH, ABOUT 129 FEET SOUTH OF THE SOUTHWEST CORNER
 BX1533'OF THE LOUISIANA AND ARKANSAS RAILWAY STATION, 35 FEET EAST OF THE
 BX1533'CENTER LINE OF THE MAIN TRACK, AT A LARGE CYLINDRICAL FUEL OIL TANK,
 BX1533'AND IN THE CENTER OF THE TOP OF THE THIRD FROM THE NORTH END OF FOUR
 BX1533'CONCRETE SUPPORTING PIERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0180 ***********************************************************************
 BJ0180  DESIGNATION -  5 WARL
 BJ0180  PID         -  BJ0180
 BJ0180  STATE/COUNTY-  LA/AVOYELLES
 BJ0180  USGS QUAD   -  SIMMESPORT (1969)
 BJ0180
 BJ0180                         *CURRENT SURVEY CONTROL
 BJ0180  ___________________________________________________________________
 BJ0180* NAD 83(1986)-  30 54 13.     (N)    091 48 30.     (W)     SCALED    
 BJ0180* NAVD 88     -        13.577  (meters)      44.54   (feet)  ADJUSTED  
 BJ0180  ___________________________________________________________________
 BJ0180  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0180  DYNAMIC HT  -          13.559 (meters)      44.48  (feet)  COMP
 BJ0180  MODELED GRAV-     979,381.0   (mgal)                       NAVD 88
 BJ0180
 BJ0180  VERT ORDER  -  FIRST     CLASS I
 BJ0180
 BJ0180.The horizontal coordinates were scaled from a topographic map and have
 BJ0180.an estimated accuracy of +/- 6 seconds.
 BJ0180
 BJ0180.The orthometric height was determined by differential leveling
 BJ0180.and adjusted by the National Geodetic Survey in February 1994..
 BJ0180
 BJ0180.The geoid height was determined by GEOID03.
 BJ0180
 BJ0180.The dynamic height is computed by dividing the NAVD 88
 BJ0180.geopotential number by the normal gravity value computed on the
 BJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0180.degrees latitude (g = 980.6199 gals.).
 BJ0180
 BJ0180.The modeled gravity was interpolated from observed gravity values.
 BJ0180
 BJ0180;                    North         East    Units  Estimated Accuracy
 BJ0180;SPC LA N     -    44,960.    1,066,130.      MT  (+/- 180 meters Scaled)
 BJ0180
 BJ0180                          SUPERSEDED SURVEY CONTROL
 BJ0180
 BJ0180  NAVD 88 (06/15/91)   13.606  (m)           44.64   (f) UNKNOWN     1 1
 BJ0180  NGVD 29 (??/??/??)   13.561  (m)           44.49   (f) ADJUSTED    1 1
 BJ0180
 BJ0180.Superseded values are not recommended for survey control.
 BJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0180.See file dsdata.txt to determine how the superseded data were derived.
 BJ0180
 BJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ138195(NAD 83)
 BJ0180_MARKER: DD = SURVEY DISK
 BJ0180_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0180_SP_SET: 44 FT IRON PIPE
 BJ0180_STAMPING: PBM 5 WARL 1976 USE
 BJ0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0180
 BJ0180  HISTORY     - Date     Condition        Report By
 BJ0180  HISTORY     - 1976     MONUMENTED       USE
 BJ0180  HISTORY     - 1976     GOOD             NGS
 BJ0180  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BJ0180
 BJ0180                          STATION DESCRIPTION
 BJ0180
 BJ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0180'5.1 MI SOUTH FROM SIMMESPORT.
 BJ0180'5.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SIMMESPORT
 BJ0180'ELEMENTARY SCHOOL, THENCE 0.1 MILE EAST ALONG A PRIVATE ROAD, AT THE
 BJ0180'TOE OF THE WEST LEVEE OF THE ATCHAFALAYA RIVER, 93 FT SOUTH OF THE
 BJ0180'CENTER LINE OF THE ROAD, 125.6 FT EAST-SOUTHEAST OF THE NORTHEAST
 BJ0180'CORNER OF THE PLEASANT GREENS CHURCH, 87.5 FT SOUTH OF THE SOUTH
 BJ0180'END OF A METAL GATE, 8.8 FT EAST OF A FENCE, A 1-INCH IRON PIPE WITH A
 BJ0180'DISK DRIVEN TO A DEPTH OF 44 FT ENCASED IN A 2-INCH PIPE BORED
 BJ0180'TO A DEPTH OF 28 FT WITH A 3-INCH SCREW CAP FOR ACCESS. THE SCREW
 BJ0180'CAP PROTECTS 21 INCHES ABOVE THE GROUND
 BJ0180
 BJ0180                          STATION RECOVERY (2004)
 BJ0180
 BJ0180'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1252 ***********************************************************************
 CQ1252  DESIGNATION -  50 A
 CQ1252  PID         -  CQ1252
 CQ1252  STATE/COUNTY-  LA/WEBSTER
 CQ1252  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1252
 CQ1252                         *CURRENT SURVEY CONTROL
 CQ1252  ___________________________________________________________________
 CQ1252* NAD 83(1986)-  32 32 12.     (N)    093 19 48.     (W)     SCALED    
 CQ1252* NAVD 88     -        43.777  (meters)     143.62   (feet)  ADJUSTED  
 CQ1252  ___________________________________________________________________
 CQ1252  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1252  DYNAMIC HT  -          43.728 (meters)     143.46  (feet)  COMP
 CQ1252  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 CQ1252
 CQ1252  VERT ORDER  -  FIRST     CLASS II
 CQ1252
 CQ1252.The horizontal coordinates were scaled from a topographic map and have
 CQ1252.an estimated accuracy of +/- 6 seconds.
 CQ1252
 CQ1252.The orthometric height was determined by differential leveling
 CQ1252.and adjusted by the National Geodetic Survey in June 1991..
 CQ1252
 CQ1252.The geoid height was determined by GEOID03.
 CQ1252
 CQ1252.The dynamic height is computed by dividing the NAVD 88
 CQ1252.geopotential number by the normal gravity value computed on the
 CQ1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1252.degrees latitude (g = 980.6199 gals.).
 CQ1252
 CQ1252.The modeled gravity was interpolated from observed gravity values.
 CQ1252
 CQ1252;                    North         East    Units  Estimated Accuracy
 CQ1252;SPC LA N     -   226,120.      922,030.      MT  (+/- 180 meters Scaled)
 CQ1252
 CQ1252                          SUPERSEDED SURVEY CONTROL
 CQ1252
 CQ1252  NGVD 29 (??/??/??)   43.835  (m)          143.82   (f) ADJUSTED    1 2
 CQ1252
 CQ1252.Superseded values are not recommended for survey control.
 CQ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1252.See file dsdata.txt to determine how the superseded data were derived.
 CQ1252
 CQ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR690999(NAD 83)
 CQ1252_MARKER: DD = SURVEY DISK
 CQ1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1252+STABILITY: SURFACE MOTION
 CQ1252
 CQ1252  HISTORY     - Date     Condition        Report By
 CQ1252  HISTORY     - UNK      MONUMENTED       USGS
 CQ1252  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1252  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ1252
 CQ1252                          STATION DESCRIPTION
 CQ1252
 CQ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1252'4.8 MI E FROM DOYLINE.
 CQ1252'4.9 MILES EAST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CQ1252'THE STATION AT DOYLINE, OPPOSITE A POINT 67 FEET EAST OF THE EAST END
 CQ1252'OF THE DRAW SPAN OF THE BRIDGE OVER BAYOU DORCHEAT, 121 FEET SOUTH OF
 CQ1252'THE TRACK, 35 FEET EAST OF THE EAST BANK OF THE BAYOU, IN THE CENTER
 CQ1252'OF A TRIANGLE FORMED BY THREE GUMWOOD TREES, AND 45 FEET NORTHEAST OF
 CQ1252'A PINE TREE OVERHANGING THE BAYOU.  SET IN THE TOP OF A CONCRETE POST.
 CQ1252
 CQ1252                          STATION RECOVERY (2002)
 CQ1252
 CQ1252'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5188 ***********************************************************************
 BJ5188  DESIGNATION -  50 A 001
 BJ5188  PID         -  BJ5188
 BJ5188  STATE/COUNTY-  LA/ST MARTIN
 BJ5188  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5188
 BJ5188                         *CURRENT SURVEY CONTROL
 BJ5188  ___________________________________________________________________
 BJ5188* NAD 83(1992)-  30 18 19.16574(N)    091 52 49.67094(W)     ADJUSTED  
 BJ5188* NAVD 88     -         6.6  **(meters)      22.   **(feet)  VERTCON   
 BJ5188  **This station is located in a subsidence area (see below).
 BJ5188  ___________________________________________________________________
 BJ5188  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5188  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ5188
 BJ5188  HORZ ORDER  -  SECOND
 BJ5188
 BJ5188.The horizontal coordinates were established by classical geodetic methods
 BJ5188.and adjusted by the National Geodetic Survey in January 1993..
 BJ5188
 BJ5188 ** The orthometric height has not been validated since last determined
 BJ5188 ** by differential leveling and should not be used for control purposes.
 BJ5188 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5188 ** area with valid NAVD 88 orthometric heights.
 BJ5188 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5188 ** epoch indicated which incorporates improved geoid heights for the
 BJ5188 ** Southern Louisiana Subsidence area.
 BJ5188 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5188
 BJ5188.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5188
 BJ5188.The geoid height was determined by GEOID03.
 BJ5188
 BJ5188;                    North         East     Units Scale Factor Converg.
 BJ5188;SPC LA S     -   200,236.371   947,375.100   MT  0.99993981   -0 16 24.9
 BJ5188;SPC LA S     -   656,942.16  3,108,179.81   sFT  0.99993981   -0 16 24.9
 BJ5188;UTM  15      - 3,353,149.230   607,647.962   MT  0.99974296   +0 33 53.9
 BJ5188
 BJ5188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5188!SPC LA S     -   1.00000327  x   0.99993981  =   0.99994308
 BJ5188!UTM  15      -   1.00000327  x   0.99974296  =   0.99974623
 BJ5188
 BJ5188:                Primary Azimuth Mark                     Grid Az
 BJ5188:SPC LA S     -  50 A 002                                 072 54 26.2
 BJ5188:UTM  15      -  50 A 002                                 072 04 07.4
 BJ5188
 BJ5188|---------------------------------------------------------------------|
 BJ5188| PID    Reference Object                     Distance      Geod. Az  |
 BJ5188|                                                           dddmmss.s |
 BJ5188| BJ5187 50 A 002                            APPROX. 1.6 KM 0723801.3 |
 BJ5188|---------------------------------------------------------------------|
 BJ5188
 BJ5188                          SUPERSEDED SURVEY CONTROL
 BJ5188
 BJ5188  NAD 83(1986)-  30 18 19.18592(N)    091 52 49.66542(W) AD(       ) 2
 BJ5188  NAD 27      -  30 18 18.47242(N)    091 52 49.24806(W) AD(       ) 2
 BJ5188  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 BJ5188
 BJ5188.Superseded values are not recommended for survey control.
 BJ5188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5188.See file dsdata.txt to determine how the superseded data were derived.
 BJ5188
 BJ5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0764853149(NAD 83)
 BJ5188_MARKER: DD = SURVEY DISK
 BJ5188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5188_SP_SET: CONCRETE POST
 BJ5188_MARK LOGO: LADH  
 BJ5188_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5188+STABILITY: SURFACE MOTION
 BJ5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5188+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5188
 BJ5188  HISTORY     - Date     Condition        Report By
 BJ5188  HISTORY     - 1973     MONUMENTED       LADH
 BJ5188  HISTORY     - 1973     GOOD             LADH
 BJ5188  HISTORY     - 19890719 GOOD             LADTD
 BJ5188  HISTORY     - 19990712 MARK NOT FOUND   USPSQD
 BJ5188  HISTORY     - 20010730 GOOD             NGS
 BJ5188
 BJ5188                          STATION DESCRIPTION
 BJ5188
 BJ5188'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5188'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF BREAUX BRIDGE, 3 MILES
 BJ5188'SOUTHWEST OF CECELIA, IN T8S, R6E, AND ON THE PROPERTY OWNED BY THE
 BJ5188'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5188'
 BJ5188'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5188'HIGHWAY 347 NORTHWEST OF HENDERSON, DRIVE WEST ALONG INTERSTATE 10
 BJ5188'FOR 3.2 MILES.  THE STATION IS SET NORTH OF THE HIGHWAY NEAR A
 BJ5188'CULVERT.
 BJ5188'
 BJ5188'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5188'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5188'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5188'STAMPED 50A001 1973.  IT IS 63 FEET SOUTH OF A FENCE, 13 FEET WEST
 BJ5188'OF A METAL WITNESS POST AND SIGN, 13 FEET SOUTHWEST OF THE EAST END
 BJ5188'OF A HEADWALL ON A 3-CULVERT CROSS DRAIN UNDER INTERSTATE 10, AND
 BJ5188'11.5 FEET EAST-SOUTHEAST OF THE WEST END OF A HEADWALL ON A
 BJ5188'3-CULVERT CROSS DRAIN UNDER INTERSTATE 10.
 BJ5188'
 BJ5188'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5188
 BJ5188                          STATION RECOVERY (1973)
 BJ5188
 BJ5188'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5188'RECOVERED IN GOOD CONDITION.
 BJ5188
 BJ5188                          STATION RECOVERY (1989)
 BJ5188
 BJ5188'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5188'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF BREAUX
 BJ5188'BRIDGE, 4.8 KM (3.00 MI) SOUTHWEST OF CECELIA.  OWNERSHIP--LOUISIANA
 BJ5188'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5188'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5188'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO EAST FOR 3.7 KM
 BJ5188'(2.30 MI) ON INTERSTATE 10 TO THE MARK ON THE LEFT, SET NEAR A
 BJ5188'CULVERT.
 BJ5188'THE STATION IS 19.2 M (63.0 FT) SOUTH FROM A FENCE, 4.0 M (13.1 FT)
 BJ5188'SOUTHWEST FROM THE EAST END OF A HEADWALL ON A 3-CULVERT CROSS DRAIN,
 BJ5188'3.5 M (11.5 FT) EAST-SOUTHEAST FROM THE WEST END OF THE HEADWALL AND
 BJ5188'0.9 M (3.0 FT) SOUTH FROM THE WEST END OF THE CULVERT.  THE MARK IS
 BJ5188'FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BJ5188'HIGHWAY.
 BJ5188
 BJ5188                          STATION RECOVERY (1999)
 BJ5188
 BJ5188'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5188'MARK NOT FOUND.
 BJ5188
 BJ5188                          STATION RECOVERY (2001)
 BJ5188
 BJ5188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5188'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5187 ***********************************************************************
 BJ5187  DESIGNATION -  50 A 002
 BJ5187  PID         -  BJ5187
 BJ5187  STATE/COUNTY-  LA/ST MARTIN
 BJ5187  USGS QUAD   -  CECILIA (1970)
 BJ5187
 BJ5187                         *CURRENT SURVEY CONTROL
 BJ5187  ___________________________________________________________________
 BJ5187* NAD 83(1992)-  30 18 34.32669(N)    091 51 53.78520(W)     ADJUSTED  
 BJ5187* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 BJ5187  **This station is located in a subsidence area (see below).
 BJ5187  ___________________________________________________________________
 BJ5187  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5187  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ5187
 BJ5187  HORZ ORDER  -  SECOND
 BJ5187
 BJ5187.The horizontal coordinates were established by classical geodetic methods
 BJ5187.and adjusted by the National Geodetic Survey in January 1993..
 BJ5187
 BJ5187 ** The orthometric height has not been validated since last determined
 BJ5187 ** by differential leveling and should not be used for control purposes.
 BJ5187 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5187 ** area with valid NAVD 88 orthometric heights.
 BJ5187 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5187 ** epoch indicated which incorporates improved geoid heights for the
 BJ5187 ** Southern Louisiana Subsidence area.
 BJ5187 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5187
 BJ5187.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5187
 BJ5187.The geoid height was determined by GEOID03.
 BJ5187
 BJ5187;                    North         East     Units Scale Factor Converg.
 BJ5187;SPC LA S     -   200,696.173   948,870.389   MT  0.99994020   -0 15 56.9
 BJ5187;SPC LA S     -   658,450.69  3,113,085.60   sFT  0.99994020   -0 15 56.9
 BJ5187;UTM  15      - 3,353,630.774   609,136.070   MT  0.99974694   +0 34 22.4
 BJ5187
 BJ5187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5187!SPC LA S     -   1.00000336  x   0.99994020  =   0.99994356
 BJ5187!UTM  15      -   1.00000336  x   0.99974694  =   0.99975030
 BJ5187
 BJ5187:                Primary Azimuth Mark                     Grid Az
 BJ5187:SPC LA S     -  50 A 001                                 252 54 26.4
 BJ5187:UTM  15      -  50 A 001                                 252 04 07.1
 BJ5187
 BJ5187|---------------------------------------------------------------------|
 BJ5187| PID    Reference Object                     Distance      Geod. Az  |
 BJ5187|                                                           dddmmss.s |
 BJ5187| BJ5188 50 A 001                            APPROX. 1.6 KM 2523829.5 |
 BJ5187|---------------------------------------------------------------------|
 BJ5187
 BJ5187                          SUPERSEDED SURVEY CONTROL
 BJ5187
 BJ5187  NAD 83(1986)-  30 18 34.34689(N)    091 51 53.77973(W) AD(       ) 2
 BJ5187  NAD 27      -  30 18 33.63439(N)    091 51 53.36424(W) AD(       ) 2
 BJ5187  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 BJ5187
 BJ5187.Superseded values are not recommended for survey control.
 BJ5187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5187.See file dsdata.txt to determine how the superseded data were derived.
 BJ5187
 BJ5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0913653631(NAD 83)
 BJ5187_MARKER: DD = SURVEY DISK
 BJ5187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5187_SP_SET: CONCRETE POST
 BJ5187_MARK LOGO: LADH  
 BJ5187_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5187+STABILITY: SURFACE MOTION
 BJ5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5187+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5187
 BJ5187  HISTORY     - Date     Condition        Report By
 BJ5187  HISTORY     - 1973     MONUMENTED       LADH
 BJ5187  HISTORY     - 1973     GOOD             LADH
 BJ5187  HISTORY     - 19890719 GOOD             LADTD
 BJ5187  HISTORY     - 19990712 GOOD             USPSQD
 BJ5187
 BJ5187                          STATION DESCRIPTION
 BJ5187
 BJ5187'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5187'THE STATION IS LOCATED 3 MILES NORTHEAST OF BREAUX BRIDGE, 2 MILES
 BJ5187'SOUTHWEST OF CECELIA, AND 4 MILES WEST OF HENDERSON, IN THE
 BJ5187'NORTHEAST QUARTER OF SECTION 66, T8S, R6E, AND ON THE PROPERTY OWNED
 BJ5187'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5187'
 BJ5187'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5187'HIGHWAY 347 NORTHWEST OF HENDERSON, DRIVE WEST ON INTERSTATE 10 FOR
 BJ5187'2.1 MILES.  THE STATION IS SET NORTH OF THE HIGHWAY NEAR A FENCE
 BJ5187'AND A BORROW PIT.
 BJ5187'
 BJ5187'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5187'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5187'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5187'STAMPED 50A002 1973.  IT IS 103 FEET NORTH OF THE CENTER OF THE
 BJ5187'WESTBOUND LANE ON INTERSTATE 10, 27 FEET NORTH OF A 14-INCH GUM
 BJ5187'TREE, 15.5 FEET EAST-SOUTHEAST OF A FENCE BRACE IN AN EAST-WEST
 BJ5187'FENCE, 3.5 FEET WEST OF A METAL WITNESS POST AND SIGN, AND 3 FEET
 BJ5187'SOUTH OF A FENCE.
 BJ5187'
 BJ5187'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5187
 BJ5187                          STATION RECOVERY (1973)
 BJ5187
 BJ5187'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5187'RECOVERED IN GOOD CONDITION.
 BJ5187
 BJ5187                          STATION RECOVERY (1989)
 BJ5187
 BJ5187'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5187'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF CECELIA,
 BJ5187'4.8 KM (3.00 MI) NORTHEAST OF BREAUX BRIDGE AND 6.4 KM (4.00 MI) WEST
 BJ5187'OF HENDERSON, IN THE NORTHEAST QUARTER OF SECTION 66, T 8 S, R 6 E.
 BJ5187'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5187'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5187'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO EAST FOR 5.3 KM
 BJ5187'(3.30 MI) ON INTERSTATE 10 TO THE MARK ON THE LEFT NEAR A FENCE AND A
 BJ5187'BORROW PIT AT A L IN THE RIGHT-OF-WAY FENCE.
 BJ5187'THE STATION IS 31.4 M (103.0 FT) NORTH FROM THE CENTER OF THE WEST
 BJ5187'BOUND LANES OF THE INTERSTATE, 8.2 M (26.9 FT) NORTH FROM A 51 CM (20
 BJ5187'IN) SWEET GUM TREE, 4.7 M (15.4 FT) EAST-SOUTHEAST FROM A FENCE BRACE
 BJ5187'IN AN EAST-WEST FENCE, 1.2 M (3.9 FT) WEST FROM A METAL WITNESS POST
 BJ5187'WITH SIGN ATTACHED AND 0.9 M (3.0 FT) SOUTH FROM A FENCE.  THE MARK IS
 BJ5187'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ5187
 BJ5187                          STATION RECOVERY (1999)
 BJ5187
 BJ5187'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5186 ***********************************************************************
 BJ5186  DESIGNATION -  50 A 003
 BJ5186  PID         -  BJ5186
 BJ5186  STATE/COUNTY-  LA/ST MARTIN
 BJ5186  USGS QUAD   -  CECILIA (1970)
 BJ5186
 BJ5186                         *CURRENT SURVEY CONTROL
 BJ5186  ___________________________________________________________________
 BJ5186* NAD 83(1992)-  30 18 46.05215(N)    091 50 44.69884(W)     ADJUSTED  
 BJ5186* NAVD 88     -        10.8  **(meters)      35.   **(feet)  VERTCON   
 BJ5186  **This station is located in a subsidence area (see below).
 BJ5186  ___________________________________________________________________
 BJ5186  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5186  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ5186
 BJ5186  HORZ ORDER  -  SECOND
 BJ5186
 BJ5186.The horizontal coordinates were established by classical geodetic methods
 BJ5186.and adjusted by the National Geodetic Survey in January 1993..
 BJ5186
 BJ5186 ** The orthometric height has not been validated since last determined
 BJ5186 ** by differential leveling and should not be used for control purposes.
 BJ5186 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5186 ** area with valid NAVD 88 orthometric heights.
 BJ5186 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5186 ** epoch indicated which incorporates improved geoid heights for the
 BJ5186 ** Southern Louisiana Subsidence area.
 BJ5186 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5186
 BJ5186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5186
 BJ5186.The geoid height was determined by GEOID03.
 BJ5186
 BJ5186;                    North         East     Units Scale Factor Converg.
 BJ5186;SPC LA S     -   201,048.811   950,717.735   MT  0.99994051   -0 15 22.4
 BJ5186;SPC LA S     -   659,607.64  3,119,146.44   sFT  0.99994051   -0 15 22.4
 BJ5186;UTM  15      - 3,354,010.344   610,977.705   MT  0.99975194   +0 34 57.5
 BJ5186
 BJ5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5186!SPC LA S     -   1.00000261  x   0.99994051  =   0.99994312
 BJ5186!UTM  15      -   1.00000261  x   0.99975194  =   0.99975455
 BJ5186
 BJ5186:                Primary Azimuth Mark                     Grid Az
 BJ5186:SPC LA S     -  POLKVILLE S CEN BELL MW MAST             026 25 49.9
 BJ5186:UTM  15      -  POLKVILLE S CEN BELL MW MAST             025 35 30.0
 BJ5186
 BJ5186|---------------------------------------------------------------------|
 BJ5186| PID    Reference Object                     Distance      Geod. Az  |
 BJ5186|                                                           dddmmss.s |
 BJ5186| BJ5183 POLKVILLE S CEN BELL MW MAST        APPROX. 3.8 KM 0261027.5 |
 BJ5186| BJ5182 50 A 005                            APPROX. 2.9 KM 0792825.7 |
 BJ5186| BJ5189 BREAUX BRIDGE TANK                  APPROX. 5.2 KM 2281410.9 |
 BJ5186|---------------------------------------------------------------------|
 BJ5186
 BJ5186                          SUPERSEDED SURVEY CONTROL
 BJ5186
 BJ5186  NAD 83(1986)-  30 18 46.07238(N)    091 50 44.69342(W) AD(       ) 2
 BJ5186  NAD 27      -  30 18 45.36099(N)    091 50 44.28019(W) AD(       ) 2
 BJ5186  NGVD 29 (07/19/86)   10.8    (m)           35.     (f) VERT ANG       
 BJ5186
 BJ5186.Superseded values are not recommended for survey control.
 BJ5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5186.See file dsdata.txt to determine how the superseded data were derived.
 BJ5186
 BJ5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1097854010(NAD 83)
 BJ5186_MARKER: DD = SURVEY DISK
 BJ5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5186_SP_SET: CONCRETE POST
 BJ5186_MARK LOGO: LADH  
 BJ5186_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5186+STABILITY: SURFACE MOTION
 BJ5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5186+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5186
 BJ5186  HISTORY     - Date     Condition        Report By
 BJ5186  HISTORY     - 1973     MONUMENTED       LADH
 BJ5186  HISTORY     - 1973     GOOD             LADH
 BJ5186  HISTORY     - 19890719 GOOD             LADTD
 BJ5186  HISTORY     - 19990712 GOOD             USPSQD
 BJ5186
 BJ5186                          STATION DESCRIPTION
 BJ5186
 BJ5186'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5186'THE STATION IS LOCATED 3 MILES NORTHEAST OF BREAUX BRIDGE, 1.5 MILES
 BJ5186'SOUTHWEST OF CECELIA AND 3 MILES WEST OF HENDERSON, IN THE SOUTHEAST
 BJ5186'QUARTER OF SECTION 64, T8S, R6E, AND ON THE PROPERTY OWNED BY THE
 BJ5186'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5186'
 BJ5186'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5186'HIGHWAY 347 NORTHWEST OF HENDERSON, DRIVE WEST ALONG INTERSTATE 10
 BJ5186'FOR 1 MILE TO THE STATION WHICH IS SET NEAR THE SOUTHWEST CORNER OF A
 BJ5186'RAILROAD BRIDGE ON THE EASTBOUND LANE OF INTERSTATE 10.
 BJ5186'
 BJ5186'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5186'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5186'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5186'STAMPED 50A003 1973.  IT IS 79 FEET NORTH OF A FENCE, 27 FEET
 BJ5186'SOUTH OF THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 10, 4 FEET
 BJ5186'SOUTH OF THE SOUTHWEST CORNER OF A RAILROAD BRIDGE ON THE EASTBOUND
 BJ5186'LANE ON INTERSTATE 10, AND 3 FEET EAST OF A METAL WITNESS POST
 BJ5186'AND SIGN.
 BJ5186'
 BJ5186'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5186
 BJ5186                          STATION RECOVERY (1973)
 BJ5186
 BJ5186'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5186'RECOVERED IN GOOD CONDITION.
 BJ5186
 BJ5186                          STATION RECOVERY (1989)
 BJ5186
 BJ5186'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5186'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF CECELIA,
 BJ5186'4.8 KM (3.00 MI) WEST OF HENDERSON AND 6.4 KM (4.00 MI) NORTHEAST OF
 BJ5186'BREAUX BRIDGE, IN THE SOUTHEAST QUARTER OF SECTION 64, T 8 S, R 6 E.
 BJ5186'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5186'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5186'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO EAST FOR 7.2 KM
 BJ5186'(4.45 MI) ON INTERSTATE 10 TO THE MARK ON THE RIGHT, SET NEAR THE
 BJ5186'SOUTHWEST CORNER OF A RAILROAD OVERPASS ON THE EAST BOUND LANES OF THE
 BJ5186'INTERSTATE.
 BJ5186'THE STATION IS 24.1 M (79.1 FT) NORTH FROM A FENCE, 8.2 M (26.9 FT)
 BJ5186'SOUTH FROM THE CENTER OF THE EAST BOUND LANES OF THE INTERSTATE, 5.8 M
 BJ5186'(19.0 FT) NORTHEAST FROM THE NORTH METAL POLE FOR A FOOD (EXIT 115)
 BJ5186'SIGN AND 1.2 M (3.9 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 BJ5186'OVERPASS.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 BJ5186'HIGHWAY.
 BJ5186
 BJ5186                          STATION RECOVERY (1999)
 BJ5186
 BJ5186'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5184 ***********************************************************************
 BJ5184  DESIGNATION -  50 A 004
 BJ5184  PID         -  BJ5184
 BJ5184  STATE/COUNTY-  LA/ST MARTIN
 BJ5184  USGS QUAD   -  CECILIA (1970)
 BJ5184
 BJ5184                         *CURRENT SURVEY CONTROL
 BJ5184  ___________________________________________________________________
 BJ5184* NAD 83(1992)-  30 18 55.66925(N)    091 49 46.59385(W)     ADJUSTED  
 BJ5184* NAVD 88     -         9.6  **(meters)      31.   **(feet)  VERTCON   
 BJ5184  **This station is located in a subsidence area (see below).
 BJ5184  ___________________________________________________________________
 BJ5184  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5184  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ5184
 BJ5184  HORZ ORDER  -  SECOND
 BJ5184
 BJ5184.The horizontal coordinates were established by classical geodetic methods
 BJ5184.and adjusted by the National Geodetic Survey in January 1993..
 BJ5184
 BJ5184 ** The orthometric height has not been validated since last determined
 BJ5184 ** by differential leveling and should not be used for control purposes.
 BJ5184 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5184 ** area with valid NAVD 88 orthometric heights.
 BJ5184 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5184 ** epoch indicated which incorporates improved geoid heights for the
 BJ5184 ** Southern Louisiana Subsidence area.
 BJ5184 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5184
 BJ5184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5184
 BJ5184.The geoid height was determined by GEOID03.
 BJ5184
 BJ5184;                    North         East     Units Scale Factor Converg.
 BJ5184;SPC LA S     -   201,338.105   952,271.319   MT  0.99994076   -0 14 53.3
 BJ5184;SPC LA S     -   660,556.77  3,124,243.49   sFT  0.99994076   -0 14 53.3
 BJ5184;UTM  15      - 3,354,322.296   612,526.597   MT  0.99975621   +0 35 27.0
 BJ5184
 BJ5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5184!SPC LA S     -   1.00000280  x   0.99994076  =   0.99994356
 BJ5184!UTM  15      -   1.00000280  x   0.99975621  =   0.99975901
 BJ5184
 BJ5184:                Primary Azimuth Mark                     Grid Az
 BJ5184:SPC LA S     -  50 A 005                                 080 03 56.3
 BJ5184:UTM  15      -  50 A 005                                 079 13 36.0
 BJ5184
 BJ5184|---------------------------------------------------------------------|
 BJ5184| PID    Reference Object                     Distance      Geod. Az  |
 BJ5184|                                                           dddmmss.s |
 BJ5184| BJ5182 50 A 005                            APPROX. 1.3 KM 0794903.0 |
 BJ5184|---------------------------------------------------------------------|
 BJ5184
 BJ5184                          SUPERSEDED SURVEY CONTROL
 BJ5184
 BJ5184  NAD 83(1986)-  30 18 55.68951(N)    091 49 46.58848(W) AD(       ) 2
 BJ5184  NAD 27      -  30 18 54.97910(N)    091 49 46.17714(W) AD(       ) 2
 BJ5184  NGVD 29 (07/19/86)    9.6    (m)           31.     (f) VERT ANG       
 BJ5184
 BJ5184.Superseded values are not recommended for survey control.
 BJ5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5184.See file dsdata.txt to determine how the superseded data were derived.
 BJ5184
 BJ5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1252754322(NAD 83)
 BJ5184_MARKER: DD = SURVEY DISK
 BJ5184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5184_SP_SET: CONCRETE POST
 BJ5184_MARK LOGO: LADH  
 BJ5184_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5184+STABILITY: SURFACE MOTION
 BJ5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5184+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5184
 BJ5184  HISTORY     - Date     Condition        Report By
 BJ5184  HISTORY     - 1973     MONUMENTED       LADH
 BJ5184  HISTORY     - 1973     GOOD             LADH
 BJ5184  HISTORY     - 19890719 GOOD             LADTD
 BJ5184  HISTORY     - 19990712 GOOD             USPSQD
 BJ5184
 BJ5184                          STATION DESCRIPTION
 BJ5184
 BJ5184'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5184'THE STATION IS LOCATED 4 MILSES NORTHEAST OF BREAUX BRIDGE, 2 MILES
 BJ5184'WEST OF HENDERSON AND 2 MILES SOUTHEAST OF CECELIA, IN THE SOUTHWEST
 BJ5184'QUARTER OF SECTION 63, T8S, R5E, AND ON THE PROPERTY OWNED BY THE
 BJ5184'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5184'
 BJ5184'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5184'HIGHWAY 347, TAKE THE ON RAMP OFF OF STATE HIGHWAY 347 TO INTERSTATE
 BJ5184'10 AND GO 0.2 MILE TO THE SOUTHEAST CORNER OF THE OVERPASS ON THE
 BJ5184'EASTBOUND LANE OF INTERSTATE 10.  THE STATION IS SET NEAR THE
 BJ5184'CORNER OF THE OVERPASS.
 BJ5184'
 BJ5184'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5184'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5184'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5184'STAMPED 50A004 1973 IT IS 108 FEET NORTH OF THE CENTER OF THE ON
 BJ5184'RAMP ON STATE HIGHWAY 347 TO INTERSTATE 10, 28.5 FEET SOUTH OF THE
 BJ5184'CENTER OF THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 10, 6 FEET
 BJ5184'SOUTH OF THE SOUTHEAST CORNER OF THE OVERPASS ON THE EASTBOUND
 BJ5184'LANE ON INTERSTATE 10, AND 3.5 FEET SOUTH OF A METAL WITNESS
 BJ5184'POST AND SIGN.
 BJ5184'
 BJ5184'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5184
 BJ5184                          STATION RECOVERY (1973)
 BJ5184
 BJ5184'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5184'RECOVERED IN GOOD CONDITION.
 BJ5184
 BJ5184                          STATION RECOVERY (1989)
 BJ5184
 BJ5184'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5184'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF HENDERSON, 3.2
 BJ5184'KM (2.00 MI) SOUTHEAST OF CECELIA AND 8.0 KM (4.95 MI) NORTHEAST OF
 BJ5184'BREAUX BRIDGE, IN THE SOUTHWEST QUARTER OF SECTION 63, T 8 S, R 5 E.
 BJ5184'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5184'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5184'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO EAST FOR 8.7 KM
 BJ5184'(5.40 MI) ON INTERSTATE 10 TO THE MARK ON THE RIGHT, SET NEAR THE
 BJ5184'SOUTHEAST CORNER OF AN OVERPASS OVER STATE HIGHWAY 347 ON THE EAST
 BJ5184'BOUND LANES OF THE INTERSTATE.
 BJ5184'THE STATION IS 32.9 M (107.9 FT) NORTH FROM THE CENTER OF THE ON RAMP
 BJ5184'FOR HIGHWAY 347 TO THE EAST BOUND LANES OF THE INTERSTATE, 8.7 M
 BJ5184'(28.5 FT) SOUTH FROM THE CENTER OF THE EAST BOUND LANES OF THE
 BJ5184'INTERSTATE AND 1.8 M (5.9 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 BJ5184'OVERPASS.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT)
 BJ5184'BELOW THE LEVEL OF THE HIGHWAY.
 BJ5184
 BJ5184                          STATION RECOVERY (1999)
 BJ5184
 BJ5184'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5182 ***********************************************************************
 BJ5182  DESIGNATION -  50 A 005
 BJ5182  PID         -  BJ5182
 BJ5182  STATE/COUNTY-  LA/ST MARTIN
 BJ5182  USGS QUAD   -  CECILIA (1970)
 BJ5182
 BJ5182                         *CURRENT SURVEY CONTROL
 BJ5182  ___________________________________________________________________
 BJ5182* NAD 83(1992)-  30 19 03.19287(N)    091 48 58.29641(W)     ADJUSTED  
 BJ5182* NAVD 88     -         5.8  **(meters)      19.   **(feet)  VERTCON   
 BJ5182  **This station is located in a subsidence area (see below).
 BJ5182  ___________________________________________________________________
 BJ5182  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5182  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ5182
 BJ5182  HORZ ORDER  -  SECOND
 BJ5182
 BJ5182.The horizontal coordinates were established by classical geodetic methods
 BJ5182.and adjusted by the National Geodetic Survey in January 1993..
 BJ5182
 BJ5182 ** The orthometric height has not been validated since last determined
 BJ5182 ** by differential leveling and should not be used for control purposes.
 BJ5182 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5182 ** area with valid NAVD 88 orthometric heights.
 BJ5182 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5182 ** epoch indicated which incorporates improved geoid heights for the
 BJ5182 ** Southern Louisiana Subsidence area.
 BJ5182 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5182
 BJ5182.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5182
 BJ5182.The geoid height was determined by GEOID03.
 BJ5182
 BJ5182;                    North         East     Units Scale Factor Converg.
 BJ5182;SPC LA S     -   201,564.258   953,562.548   MT  0.99994096   -0 14 29.2
 BJ5182;SPC LA S     -   661,298.74  3,128,479.79   sFT  0.99994096   -0 14 29.2
 BJ5182;UTM  15      - 3,354,567.288   613,814.141   MT  0.99975981   +0 35 51.5
 BJ5182
 BJ5182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5182!SPC LA S     -   1.00000340  x   0.99994096  =   0.99994436
 BJ5182!UTM  15      -   1.00000340  x   0.99975981  =   0.99976321
 BJ5182
 BJ5182:                Primary Azimuth Mark                     Grid Az
 BJ5182:SPC LA S     -  50 A 004                                 260 03 56.6
 BJ5182:UTM  15      -  50 A 004                                 259 13 35.9
 BJ5182
 BJ5182|---------------------------------------------------------------------|
 BJ5182| PID    Reference Object                     Distance      Geod. Az  |
 BJ5182|                                                           dddmmss.s |
 BJ5182| BJ5184 50 A 004                            APPROX. 1.3 KM 2594927.4 |
 BJ5182|---------------------------------------------------------------------|
 BJ5182
 BJ5182                          SUPERSEDED SURVEY CONTROL
 BJ5182
 BJ5182  NAD 83(1986)-  30 19 03.21313(N)    091 48 58.29108(W) AD(       ) 2
 BJ5182  NAD 27      -  30 19 02.50355(N)    091 48 57.88131(W) AD(       ) 2
 BJ5182  NGVD 29 (07/19/86)    5.8    (m)           19.     (f) VERT ANG       
 BJ5182
 BJ5182.Superseded values are not recommended for survey control.
 BJ5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5182.See file dsdata.txt to determine how the superseded data were derived.
 BJ5182
 BJ5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1381454567(NAD 83)
 BJ5182_MARKER: DD = SURVEY DISK
 BJ5182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5182_SP_SET: CONCRETE POST
 BJ5182_MARK LOGO: LADH  
 BJ5182_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5182+STABILITY: SURFACE MOTION
 BJ5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5182+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5182
 BJ5182  HISTORY     - Date     Condition        Report By
 BJ5182  HISTORY     - 1973     MONUMENTED       LADH
 BJ5182  HISTORY     - 1973     GOOD             LADH
 BJ5182  HISTORY     - 19890719 GOOD             LADTD
 BJ5182  HISTORY     - 19990712 GOOD             USPSQD
 BJ5182  HISTORY     - 20010730 MARK NOT FOUND   NGS
 BJ5182
 BJ5182                          STATION DESCRIPTION
 BJ5182
 BJ5182'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5182'THE STATION IS LOCATED 1 MILE NORTHWEST OF HENDERSON, 3 MILES
 BJ5182'SOUTHEAST OF CECILIA AND 5.5 MILES NORTHEAST OF BREAUX BRIDGE, IN
 BJ5182'THE NORTHWEST QUARTER OF SECTION 36, T8S, R6E, AND ON THE PROPERTY
 BJ5182'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5182'
 BJ5182'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5182'HIGHWAY 347, DRIVE EAST ALONG INTERSTATE 10 FOR 1 MILE.  THE STATION
 BJ5182'IS SET TO THE SOUTH OF THE HIGHWAY NEAR A FENCE AND A PECAN TREE.
 BJ5182'
 BJ5182'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5182'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5182'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5182'STAMPED 50A005 1973.  IT IS 101 FEET SOUTH OF THE CENTER OF THE
 BJ5182'EASTBOUND LANE ON INTERSTATE 10, 32.5 FEET NORTH OF A 36-INCH
 BJ5182'PECAN TREE, 3.5 FEET EAST OF A METAL WITNESS POST AND SIGN, AND
 BJ5182'2.5 FEET NORTH OF A FENCE.
 BJ5182'
 BJ5182'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5182
 BJ5182                          STATION RECOVERY (1973)
 BJ5182
 BJ5182'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5182'RECOVERED IN GOOD CONDITION.
 BJ5182
 BJ5182                          STATION RECOVERY (1989)
 BJ5182
 BJ5182'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5182'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF HENDERSON,
 BJ5182'4.8 KM (3.00 MI) SOUTHEAST OF CECILIA AND 9.7 KM (6.05 MI) NORTHEAST
 BJ5182'OF BREAUX BRIDGE, IN THE NORTHWEST QUARTER OF SECTION 36, T 8 S, R 6
 BJ5182'E.TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10
 BJ5182'AND STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO EAST FOR 10.0 KM
 BJ5182'(6.20 MI) ON INTERSTATE 10 TO THE MARK ON THE RIGHT, NEAR THE
 BJ5182'RIGHT-OF-WAY FENCE.
 BJ5182'THE STATION IS 30.8 M (101.0 FT) SOUTH FROM THE CENTER OF THE EAST
 BJ5182'BOUND LANES OF THE INTERSTATE, 9.9 M (32.5 FT) NORTH FROM A 102 CM (40
 BJ5182'IN) PECAN TREE, 1.1 M (3.6 FT) EAST FROM A METAL WITNESS POST WITH
 BJ5182'SIGN ATTACHED AND 0.8 M (2.6 FT) NORTH FROM THE RIGHT-OF-WAY FENCE AND
 BJ5182'A CROSS FENCE LEADING SOUTH.  THE MARK IS FLUSH WITH THE GROUND AND
 BJ5182'ABOUT LEVEL WITH THE HIGHWAY.
 BJ5182
 BJ5182                          STATION RECOVERY (1999)
 BJ5182
 BJ5182'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5182'RECOVERED IN GOOD CONDITION.
 BJ5182
 BJ5182                          STATION RECOVERY (2001)
 BJ5182
 BJ5182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5182'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5181 ***********************************************************************
 BJ5181  DESIGNATION -  50 A 006
 BJ5181  PID         -  BJ5181
 BJ5181  STATE/COUNTY-  LA/ST MARTIN
 BJ5181  USGS QUAD   -  CECILIA (1970)
 BJ5181
 BJ5181                         *CURRENT SURVEY CONTROL
 BJ5181  ___________________________________________________________________
 BJ5181* NAD 83(1992)-  30 19 12.99350(N)    091 48 37.63971(W)     ADJUSTED  
 BJ5181* NAVD 88     -         4.8  **(meters)      16.   **(feet)  VERTCON   
 BJ5181  **This station is located in a subsidence area (see below).
 BJ5181  ___________________________________________________________________
 BJ5181  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5181  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ5181
 BJ5181  HORZ ORDER  -  SECOND
 BJ5181
 BJ5181.The horizontal coordinates were established by classical geodetic methods
 BJ5181.and adjusted by the National Geodetic Survey in January 1993..
 BJ5181
 BJ5181 ** The orthometric height has not been validated since last determined
 BJ5181 ** by differential leveling and should not be used for control purposes.
 BJ5181 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5181 ** area with valid NAVD 88 orthometric heights.
 BJ5181 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5181 ** epoch indicated which incorporates improved geoid heights for the
 BJ5181 ** Southern Louisiana Subsidence area.
 BJ5181 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5181
 BJ5181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5181
 BJ5181.The geoid height was determined by GEOID03.
 BJ5181
 BJ5181;                    North         East     Units Scale Factor Converg.
 BJ5181;SPC LA S     -   201,863.725   954,115.632   MT  0.99994122   -0 14 18.8
 BJ5181;SPC LA S     -   662,281.24  3,130,294.37   sFT  0.99994122   -0 14 18.8
 BJ5181;UTM  15      - 3,354,874.767   614,362.681   MT  0.99976135   +0 36 02.1
 BJ5181
 BJ5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5181!SPC LA S     -   1.00000355  x   0.99994122  =   0.99994477
 BJ5181!UTM  15      -   1.00000355  x   0.99976135  =   0.99976490
 BJ5181
 BJ5181:                Primary Azimuth Mark                     Grid Az
 BJ5181:SPC LA S     -  HENDERSON RM 1                           085 21 12.9
 BJ5181:UTM  15      -  HENDERSON RM 1                           084 30 52.0
 BJ5181
 BJ5181|---------------------------------------------------------------------|
 BJ5181| PID    Reference Object                     Distance      Geod. Az  |
 BJ5181|                                                           dddmmss.s |
 BJ5181| BJ5180 HENDERSON RM 1                      APPROX. 1.0 KM 0850654.1 |
 BJ5181|---------------------------------------------------------------------|
 BJ5181
 BJ5181                          SUPERSEDED SURVEY CONTROL
 BJ5181
 BJ5181  NAD 83(1986)-  30 19 13.01377(N)    091 48 37.63438(W) AD(       ) 2
 BJ5181  NAD 27      -  30 19 12.30473(N)    091 48 37.22541(W) AD(       ) 2
 BJ5181  NGVD 29 (07/19/86)    4.8    (m)           16.     (f) VERT ANG       
 BJ5181
 BJ5181.Superseded values are not recommended for survey control.
 BJ5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5181.See file dsdata.txt to determine how the superseded data were derived.
 BJ5181
 BJ5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1436354875(NAD 83)
 BJ5181_MARKER: DD = SURVEY DISK
 BJ5181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5181_SP_SET: CONCRETE POST
 BJ5181_MARK LOGO: LADH  
 BJ5181_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5181+STABILITY: SURFACE MOTION
 BJ5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5181+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5181
 BJ5181  HISTORY     - Date     Condition        Report By
 BJ5181  HISTORY     - 1973     MONUMENTED       LADH
 BJ5181  HISTORY     - 1973     GOOD             LADH
 BJ5181  HISTORY     - 19890719 GOOD             LADTD
 BJ5181  HISTORY     - 19990712 GOOD             USPSQD
 BJ5181
 BJ5181                          STATION DESCRIPTION
 BJ5181
 BJ5181'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5181'THE STATION IS LOCATED 6 MILES NORTHEAST OF BREAUX BRIDGE, 1 MILE
 BJ5181'NORTHWEST OF HENDERSON, IN THE NORTHEAST QUARTER OF SECTION 36, T8S,
 BJ5181'R6E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ5181'HIGHWAYS.
 BJ5181'
 BJ5181'TO REACH THE STATION FROM INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5181'HIGHWAY 347, DRIVE EAST ALONG INTERSTATE 10 FOR 1.4 MILES.  THE
 BJ5181'STATION IS SET TO THE NORTH OF THE HIGHWAY NEAR A FENCE AND A
 BJ5181'RIGHT-OF-WAY MARKER.
 BJ5181'
 BJ5181'THE STATION MARK IS A STANDRD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5181'U. S. COAST AND GEODETIC SOURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5181'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5181'STAMPED 50A006 1973.  IT IS 104 FEET NORTH OF THE CENTER OF THE
 BJ5181'WESTBOUND LANE ON INTERSTATE 10, 71.5 FEET SOUTHWEST OF A 48-INCH
 BJ5181'PECAN TREE, 3 FEET SOUTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 BJ5181'MARKER, 3 FEET WEST OF A METAL WITNESS POST AND SIGN, AND 2.5 FEET
 BJ5181'SOUTH OF A FENCE.
 BJ5181'
 BJ5181'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5181
 BJ5181                          STATION RECOVERY (1973)
 BJ5181
 BJ5181'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5181'RECOVERED IN GOOD CONDITION.
 BJ5181
 BJ5181                          STATION RECOVERY (1989)
 BJ5181
 BJ5181'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5181'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTHWEST OF HENDERSON,
 BJ5181'4.2 KM (2.60 MI) SOUTHEAST OF CECILIA AND 10.3 KM (6.40 MI) NORTHEAST
 BJ5181'OF BREAUX BRIDGE, IN THE NORTHEAST QUARTER OF SECTION 36, T 8 S, R 6
 BJ5181'E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ5181'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5181'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO EAST FOR 10.0 KM
 BJ5181'(6.20 MI) ON INTERSTATE 10 TO THE MARK ON THE LEFT SET NEAR THE
 BJ5181'RIGHT-OF-WAY FENCE.
 BJ5181'THE STATION IS 31.7 M (104.0 FT) NORTH FROM THE CENTER OF THE WEST
 BJ5181'BOUND LANES OF THE INTERSTATE, 21.8 M (71.5 FT) SOUTHWEST FROM A 137
 BJ5181'CM (54 IN) PECAN TREE, 0.9 M (3.0 FT) SOUTH FROM A CONCRETE
 BJ5181'RIGHT-OF-WAY MARKER, 0.9 M (3.0 FT) SOUTH FROM A METAL WITNESS POST
 BJ5181'WITH SIGN ATTACHED AND 0.8 M (2.6 FT) SOUTH FROM A FENCE.  THE MARK IS
 BJ5181'FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 BJ5181'HIGHWAY.
 BJ5181
 BJ5181                          STATION RECOVERY (1999)
 BJ5181
 BJ5181'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5179 ***********************************************************************
 BJ5179  DESIGNATION -  50 A 007
 BJ5179  PID         -  BJ5179
 BJ5179  STATE/COUNTY-  LA/ST MARTIN
 BJ5179  USGS QUAD   -  CECILIA (1970)
 BJ5179
 BJ5179                         *CURRENT SURVEY CONTROL
 BJ5179  ___________________________________________________________________
 BJ5179* NAD 83(1992)-  30 19 18.83414(N)    091 47 59.97879(W)     ADJUSTED  
 BJ5179* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 BJ5179  **This station is located in a subsidence area (see below).
 BJ5179  ___________________________________________________________________
 BJ5179  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5179  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ5179
 BJ5179  HORZ ORDER  -  SECOND
 BJ5179
 BJ5179.The horizontal coordinates were established by classical geodetic methods
 BJ5179.and adjusted by the National Geodetic Survey in January 1993..
 BJ5179
 BJ5179 ** The orthometric height has not been validated since last determined
 BJ5179 ** by differential leveling and should not be used for control purposes.
 BJ5179 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5179 ** area with valid NAVD 88 orthometric heights.
 BJ5179 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5179 ** epoch indicated which incorporates improved geoid heights for the
 BJ5179 ** Southern Louisiana Subsidence area.
 BJ5179 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5179
 BJ5179.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5179
 BJ5179.The geoid height was determined by GEOID03.
 BJ5179
 BJ5179;                    North         East     Units Scale Factor Converg.
 BJ5179;SPC LA S     -   202,039.426   955,122.418   MT  0.99994138   -0 14 00.0
 BJ5179;SPC LA S     -   662,857.68  3,133,597.47   sFT  0.99994138   -0 14 00.0
 BJ5179;UTM  15      - 3,355,065.160   615,366.606   MT  0.99976420   +0 36 21.2
 BJ5179
 BJ5179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5179!SPC LA S     -   1.00000337  x   0.99994138  =   0.99994475
 BJ5179!UTM  15      -   1.00000337  x   0.99976420  =   0.99976757
 BJ5179
 BJ5179:                Primary Azimuth Mark                     Grid Az
 BJ5179:SPC LA S     -  50 A 008 LDH 1973                        067 10 30.1
 BJ5179:UTM  15      -  50 A 008 LDH 1973                        066 20 08.9
 BJ5179
 BJ5179|---------------------------------------------------------------------|
 BJ5179| PID    Reference Object                     Distance      Geod. Az  |
 BJ5179|                                                           dddmmss.s |
 BJ5179| BJ5178 50 A 008 LDH 1973                   APPROX. 1.1 KM 0665630.1 |
 BJ5179| BJ5180 HENDERSON RM 1                      110.636 METERS 20722     |
 BJ5179| BJ5183 POLKVILLE S CEN BELL MW MAST        APPROX. 3.6 KM 3114236.8 |
 BJ5179|---------------------------------------------------------------------|
 BJ5179
 BJ5179                          SUPERSEDED SURVEY CONTROL
 BJ5179
 BJ5179  NAD 83(1986)-  30 19 18.85441(N)    091 47 59.97349(W) AD(       ) 2
 BJ5179  NAD 27      -  30 19 18.14607(N)    091 47 59.56574(W) AD(       ) 2
 BJ5179  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 BJ5179
 BJ5179.Superseded values are not recommended for survey control.
 BJ5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5179.See file dsdata.txt to determine how the superseded data were derived.
 BJ5179
 BJ5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1536755065(NAD 83)
 BJ5179_MARKER: DD = SURVEY DISK
 BJ5179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5179_SP_SET: CONCRETE POST
 BJ5179_MARK LOGO: LADH  
 BJ5179_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5179+STABILITY: SURFACE MOTION
 BJ5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5179+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5179
 BJ5179  HISTORY     - Date     Condition        Report By
 BJ5179  HISTORY     - 1973     MONUMENTED       LADH
 BJ5179  HISTORY     - 1973     GOOD             LADH
 BJ5179  HISTORY     - 19890719 GOOD             LADTD
 BJ5179  HISTORY     - 19990712 GOOD             USPSQD
 BJ5179
 BJ5179                          STATION DESCRIPTION
 BJ5179
 BJ5179'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5179'THE STATION IS LOCATED 2 MILES SOUTHEAST OF CECELIA, 5 MILES
 BJ5179'NORTHEAST OF BREAUX BRIDGE, IN THE SOUTHWEST QUARTER OF SECTION 30,
 BJ5179'T8S, R7E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ5179'HIGHWAYS.
 BJ5179'
 BJ5179'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5179'HIGHWAY 347 JUST WEST OF HENDERSON, DRIVE EAST ALONG INTERSTATE 10
 BJ5179'FOR 1.8 MILES TO A CANAL AND TWO BRIDGES.  THE STATION IS SET TO
 BJ5179'THE SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE ON THE
 BJ5179'WESTBOUND LANE ON INTERSTATE 10.
 BJ5179'
 BJ5179'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5179'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5179'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5179'STAMPED 50A007 1973 IT IS 49 FEET NORTHEAST OF THE END OF A METAL
 BJ5179'GUARD RAIL, 21 FEET WEST OF A FENCE, 20 FEET SOUTH OF THE CENTER
 BJ5179'OF THE WESTBOUND LANE ON INTERSTATE 10, 3 FEET SOUTHWEST OF THE
 BJ5179'SOUTHWEST CORNER OF THE BRIDGE ON THE WESTBOUND LANE ON INTERSTATE
 BJ5179'10, AND 3 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ5179'
 BJ5179'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5179
 BJ5179                          STATION RECOVERY (1973)
 BJ5179
 BJ5179'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5179'RECOVERED IN GOOD CONDITION.
 BJ5179
 BJ5179                          STATION RECOVERY (1989)
 BJ5179
 BJ5179'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5179'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) SOUTHEAST OF CECELIA AND
 BJ5179'11.3 KM (7.00 MI) NORTHEAST OF BREAUX BRIDGE, IN THE SOUTHWEST QUARTER
 BJ5179'OF SECTION 30, T 8 S, R 7 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ5179'TRANSPORTATION AND DEVELOPMENT.
 BJ5179'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5179'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO EAST FOR 11.1 KM
 BJ5179'(6.90 MI) ON INTERSTATE 10 TO THE MARK, SET IN THE MEDIAN BETWEEN TWO
 BJ5179'BRIDGES AND ON THE WEST SIDE OF A CANAL.
 BJ5179'THE STATION IS 15.2 M (49.9 FT) NORTH-NORTHEAST FROM THE NORTHWEST
 BJ5179'CORNER OF THE EAST BOUND BRIDGE, 6.1 M (20.0 FT) SOUTH FROM THE CENTER
 BJ5179'OF THE WEST BOUND LANES OF THE INTERSTATE, 0.9 M (3.0 FT) SOUTHWEST
 BJ5179'FROM THE SOUTHWEST CORNER OF THE WEST BOUND BRIDGE AND 0.9 M (3.0 FT)
 BJ5179'SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 BJ5179'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ5179
 BJ5179                          STATION RECOVERY (1999)
 BJ5179
 BJ5179'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5178 ***********************************************************************
 BJ5178  DESIGNATION -  50 A 008 LDH 1973
 BJ5178  PID         -  BJ5178
 BJ5178  STATE/COUNTY-  LA/ST MARTIN
 BJ5178  USGS QUAD   -  CECILIA (1970)
 BJ5178
 BJ5178                         *CURRENT SURVEY CONTROL
 BJ5178  ___________________________________________________________________
 BJ5178* NAD 83(1992)-  30 19 33.33142(N)    091 47 20.71558(W)     ADJUSTED  
 BJ5178* NAVD 88     -        10.6  **(meters)      35.   **(feet)  VERTCON   
 BJ5178  **This station is located in a subsidence area (see below).
 BJ5178  ___________________________________________________________________
 BJ5178  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5178  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ5178
 BJ5178  HORZ ORDER  -  SECOND
 BJ5178
 BJ5178.The horizontal coordinates were established by classical geodetic methods
 BJ5178.and adjusted by the National Geodetic Survey in January 1993..
 BJ5178
 BJ5178 ** The orthometric height has not been validated since last determined
 BJ5178 ** by differential leveling and should not be used for control purposes.
 BJ5178 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5178 ** area with valid NAVD 88 orthometric heights.
 BJ5178 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5178 ** epoch indicated which incorporates improved geoid heights for the
 BJ5178 ** Southern Louisiana Subsidence area.
 BJ5178 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5178
 BJ5178.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5178
 BJ5178.The geoid height was determined by GEOID03.
 BJ5178
 BJ5178;                    North         East     Units Scale Factor Converg.
 BJ5178;SPC LA S     -   202,481.602   956,173.033   MT  0.99994178   -0 13 40.4
 BJ5178;SPC LA S     -   664,308.39  3,137,044.36   sFT  0.99994178   -0 13 40.4
 BJ5178;UTM  15      - 3,355,522.598   616,410.448   MT  0.99976718   +0 36 41.3
 BJ5178
 BJ5178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5178!SPC LA S     -   1.00000264  x   0.99994178  =   0.99994442
 BJ5178!UTM  15      -   1.00000264  x   0.99976718  =   0.99976982
 BJ5178
 BJ5178:                Primary Azimuth Mark                     Grid Az
 BJ5178:SPC LA S     -  HENDERSON RM 1                           243 52 56.9
 BJ5178:UTM  15      -  HENDERSON RM 1                           243 02 35.2
 BJ5178
 BJ5178|---------------------------------------------------------------------|
 BJ5178| PID    Reference Object                     Distance      Geod. Az  |
 BJ5178|                                                           dddmmss.s |
 BJ5178| BJ5180 HENDERSON RM 1                      APPROX. 1.2 KM 2433916.5 |
 BJ5178| BJ5183 POLKVILLE S CEN BELL MW MAST        APPROX. 4.2 KM 2974013.3 |
 BJ5178|---------------------------------------------------------------------|
 BJ5178
 BJ5178                          SUPERSEDED SURVEY CONTROL
 BJ5178
 BJ5178  NAD 83(1986)-  30 19 33.35169(N)    091 47 20.71031(W) AD(       ) 2
 BJ5178  NAD 27      -  30 19 32.64434(N)    091 47 20.30404(W) AD(       ) 2
 BJ5178  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG       
 BJ5178
 BJ5178.Superseded values are not recommended for survey control.
 BJ5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5178.See file dsdata.txt to determine how the superseded data were derived.
 BJ5178
 BJ5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1641055523(NAD 83)
 BJ5178_MARKER: DD = SURVEY DISK
 BJ5178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5178+STABILITY: SURFACE MOTION
 BJ5178
 BJ5178  HISTORY     - Date     Condition        Report By
 BJ5178  HISTORY     - 1973     MONUMENTED       LADH
 BJ5178  HISTORY     - 19990712 MARK NOT FOUND   USPSQD
 BJ5178
 BJ5178                          STATION DESCRIPTION
 BJ5178
 BJ5178'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5178'THE STATION IS LOCATED 4 MILES SOUTHEAST OF CECELIA, 7 MILES
 BJ5178'NORTHEAST OF BREAUX BRIDGE, IN THE SOUTHEAST QUARTER OF SECTION 30,
 BJ5178'T8S, R7E, AND ON THE PROPERTY OWNED BY THE ST. MARTIN LEVEE BOARD.
 BJ5178'
 BJ5178'TO REACH THE STATION FROM THE INTERSTATE 10 AND STATE HIGHWAY 347
 BJ5178'INTERCHANGE, DRIVE SOUTHWEST ALONG STATE HIGHWAY 347 FOR 0.2 MILE TO
 BJ5178'THE JUNCTION WITH STATE HIGHWAY 352, TURN LEFT AND GO EAST ON STATE
 BJ5178'HIGHWAY 352 FOR 3 MILES TO A LEVEE, TAKE THE GRAVEL ROAD ON TOP OF
 BJ5178'THE LEVEE NORTH FOR 0.8 MILE.  THE STATION IS SET ON THE RIGHT ON THE
 BJ5178'CROWN OF THE LEVEE.
 BJ5178'
 BJ5178'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5178'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ5178'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5178'STAMPED 50A008 1973.  IT IS SET ON THE CROWN OF A LEVEE ON A
 BJ5178'PORTAGE CANAL RUNNING NORTH AND SOUTH 800 FEET NORTH OF THE
 BJ5178'WESTBOUND LANE ON THE WEST END OF THE CAUSEWAY ON INTERSTATE 10, 26
 BJ5178'FEET EAST OF THE CENTER OF A GRAVEL ROAD, AND 3.5 FEET WEST OF A
 BJ5178'METAL WITNESS POST AND SIGN.
 BJ5178'
 BJ5178'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5178
 BJ5178                          STATION RECOVERY (1999)
 BJ5178
 BJ5178'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1094 ***********************************************************************
 CP1094  DESIGNATION -  50 A BOLT
 CP1094  PID         -  CP1094
 CP1094  STATE/COUNTY-  LA/EAST CARROLL
 CP1094  USGS QUAD   -  MILLIKIN (1994)
 CP1094
 CP1094                         *CURRENT SURVEY CONTROL
 CP1094  ___________________________________________________________________
 CP1094* NAD 83(1986)-  32 59 49.     (N)    091 13 14.     (W)     SCALED    
 CP1094* NAVD 88     -        32.85   (+/-2cm)     107.8    (feet)  VERTCON   
 CP1094  ___________________________________________________________________
 CP1094  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1094
 CP1094  VERT ORDER  -  ? (See Below)
 CP1094
 CP1094.The horizontal coordinates were scaled from a topographic map and have
 CP1094.an estimated accuracy of +/- 6 seconds.
 CP1094
 CP1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1094.The vertical order pertains to the NGVD 29 superseded value.
 CP1094
 CP1094.The geoid height was determined by GEOID03.
 CP1094
 CP1094;                    North         East    Units  Estimated Accuracy
 CP1094;SPC LA N     -   277,570.    1,119,580.      MT  (+/- 180 meters Scaled)
 CP1094
 CP1094                          SUPERSEDED SURVEY CONTROL
 CP1094
 CP1094  NGVD 29 (??/??/92)   32.931  (m)          108.04   (f) ADJ UNCH    ?  
 CP1094
 CP1094.Superseded values are not recommended for survey control.
 CP1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1094.See file dsdata.txt to determine how the superseded data were derived.
 CP1094
 CP1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS662523(NAD 83)
 CP1094_MARKER: B = BOLT
 CP1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1094_SP_SET: STONE
 CP1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1094+STABILITY: SURFACE MOTION
 CP1094
 CP1094  HISTORY     - Date     Condition        Report By
 CP1094  HISTORY     - UNK      MONUMENTED       DOD
 CP1094  HISTORY     - 1934     GOOD             DOD
 CP1094  HISTORY     - 1947     GOOD             DOD
 CP1094
 CP1094                          STATION DESCRIPTION
 CP1094
 CP1094'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1094'0.5 MI N FROM GASSOWAY.
 CP1094'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1094'OF THE MISS. RIVER, EAST CARROLL PARISH LA., 1/2 MILE NORTH OF
 CP1094'GASSOWAY, IN FIELD APPROX. 4000 FT. SOUTH OF WHERE HWY. CROSSES
 CP1094'ARK.-LA. STATE LINE, ABOUT 900 FT. EAST OF HWY., 15 FT. NORTHWEST OF
 CP1094'FORKS IN FIELD ROADS, ABOUT 300 FT. NORTHWEST OF NEGRO HOUSE, 520 FT.
 CP1094'NORTHWEST OF LEVEE, AT L.S. NO. 50.
 CP1094
 CP1094                          STATION RECOVERY (1947)
 CP1094
 CP1094'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1947
 CP1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1093 ***********************************************************************
 CP1093  DESIGNATION -  50 A CAP
 CP1093  PID         -  CP1093
 CP1093  STATE/COUNTY-  LA/EAST CARROLL
 CP1093  USGS QUAD   -  MILLIKIN (1994)
 CP1093
 CP1093                         *CURRENT SURVEY CONTROL
 CP1093  ___________________________________________________________________
 CP1093* NAD 83(1986)-  32 59 49.     (N)    091 13 14.     (W)     SCALED    
 CP1093* NAVD 88     -        34.06   (+/-2cm)     111.7    (feet)  VERTCON   
 CP1093  ___________________________________________________________________
 CP1093  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1093
 CP1093  VERT ORDER  -  ? (See Below)
 CP1093
 CP1093.The horizontal coordinates were scaled from a topographic map and have
 CP1093.an estimated accuracy of +/- 6 seconds.
 CP1093
 CP1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1093.The vertical order pertains to the NGVD 29 superseded value.
 CP1093
 CP1093.The geoid height was determined by GEOID03.
 CP1093
 CP1093;                    North         East    Units  Estimated Accuracy
 CP1093;SPC LA N     -   277,570.    1,119,580.      MT  (+/- 180 meters Scaled)
 CP1093
 CP1093                          SUPERSEDED SURVEY CONTROL
 CP1093
 CP1093  NGVD 29 (??/??/92)   34.142  (m)          112.01   (f) ADJ UNCH    ?  
 CP1093
 CP1093.Superseded values are not recommended for survey control.
 CP1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1093.See file dsdata.txt to determine how the superseded data were derived.
 CP1093
 CP1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS662523(NAD 83)
 CP1093_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1093
 CP1093  HISTORY     - Date     Condition        Report By
 CP1093  HISTORY     - UNK      MONUMENTED       DOD
 CP1093  HISTORY     - 1934     GOOD             DOD
 CP1093  HISTORY     - 1947     POOR             DOD
 CP1093
 CP1093                          STATION DESCRIPTION
 CP1093
 CP1093'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1093'0.5 MI N FROM GASSOWAY.
 CP1093'B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1093'OF THE MISS. RIVER, EAST CARROLL PARISH LA., 1/2 MILE NORTH OF
 CP1093'GASSOWAY, IN FIELD APPROX. 4000 FT. SOUTH OF WHERE HWY. CROSSES
 CP1093'ARK.-LA. STATE LINE, ABOUT 900 FT. EAST OF HWY., 15 FT. NORTHWEST OF
 CP1093'FORKS IN FIELD ROADS, ABOUT 300 FT. NORTHWEST OF NEGRO HOUSE, 520 FT.
 CP1093'NORTHWEST OF LEVEE, AT L.S. NO. 50.
 CP1093
 CP1093                          STATION RECOVERY (1947)
 CP1093
 CP1093'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1947
 CP1093'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1841 ***********************************************************************
 CQ1841  DESIGNATION -  50 BOLT
 CQ1841  PID         -  CQ1841
 CQ1841  STATE/COUNTY-  LA/CADDO
 CQ1841  USGS QUAD   -  ELM GROVE (1980)
 CQ1841
 CQ1841                         *CURRENT SURVEY CONTROL
 CQ1841  ___________________________________________________________________
 CQ1841* NAD 83(1986)-  32 17 28.     (N)    093 33 13.     (W)     SCALED    
 CQ1841* NAVD 88     -        45.21   (+/-2cm)     148.3    (feet)  VERTCON   
 CQ1841  ___________________________________________________________________
 CQ1841  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1841
 CQ1841  VERT ORDER  -  ? (See Below)
 CQ1841
 CQ1841.The horizontal coordinates were scaled from a topographic map and have
 CQ1841.an estimated accuracy of +/- 6 seconds.
 CQ1841
 CQ1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1841.The vertical order pertains to the NGVD 29 superseded value.
 CQ1841
 CQ1841.The geoid height was determined by GEOID03.
 CQ1841
 CQ1841;                    North         East    Units  Estimated Accuracy
 CQ1841;SPC LA N     -   199,070.      900,770.      MT  (+/- 180 meters Scaled)
 CQ1841
 CQ1841                          SUPERSEDED SURVEY CONTROL
 CQ1841
 CQ1841  NGVD 29 (??/??/??)   45.259  (m)          148.49   (f) ADJUSTED    ?  
 CQ1841
 CQ1841.Superseded values are not recommended for survey control.
 CQ1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1841.See file dsdata.txt to determine how the superseded data were derived.
 CQ1841
 CQ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR478728(NAD 83)
 CQ1841_MARKER: B = BOLT
 CQ1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1841_SP_SET: STONE
 CQ1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1841+STABILITY: SURFACE MOTION
 CQ1841
 CQ1841  HISTORY     - Date     Condition        Report By
 CQ1841  HISTORY     - UNK      MONUMENTED       DOD
 CQ1841  HISTORY     - 1955     MARK NOT FOUND   CGS
 CQ1841  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1841
 CQ1841                          STATION DESCRIPTION
 CQ1841
 CQ1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1841'0.3 MI NE FROM CASPIANA.
 CQ1841'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM CASPIANA, CADDO PARISH,
 CQ1841'THENCE EAST ALONG A DIRT ROAD LEADING TO THE LEVEE. NORTHEAST OF THE
 CQ1841'LEVEE, ON THE RIGHT BANK OF RED RIVER, AT THE OLD CASPIANA LANDING, ON
 CQ1841'THE C.M. HUTCHINSON PROPERTY, 113.7 FEET SOUTHWEST OF A 10-INCH
 CQ1841'COTTONWOOD TREE, 89.4 FEET WEST OF THE NORTHWEST CORNER OF A HARNESS
 CQ1841'HOUSE, 57.1 FEET EAST OF A SILO, 31.2 FEET NORTHWEST OF THE NORTHEAST
 CQ1841'CORNER OF A SMALL SAWMILL, AND ABOUT 2 INCHES UNDER GROUND. A COPPER
 CQ1841'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 CQ1841'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 CQ1841'ARMY, STANDARD CAP.  NOTE-- THE AREA IN WHICH THIS MARK IS LOCATED IS
 CQ1841'COVERED WITH ABANDONED MACHINERY AND HEAVY SCRAP METAL. IN ALL
 CQ1841'PROBABILITY THE MARK IS STILL PRESENT UNDER THE HEAVY SCRAP.
 CQ1841
 CQ1841                          STATION RECOVERY (1969)
 CQ1841
 CQ1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1840 ***********************************************************************
 CQ1840  DESIGNATION -  50 CAP
 CQ1840  PID         -  CQ1840
 CQ1840  STATE/COUNTY-  LA/CADDO
 CQ1840  USGS QUAD   -  ELM GROVE (1980)
 CQ1840
 CQ1840                         *CURRENT SURVEY CONTROL
 CQ1840  ___________________________________________________________________
 CQ1840* NAD 83(1986)-  32 17 28.     (N)    093 33 13.     (W)     SCALED    
 CQ1840* NAVD 88     -        46.45   (+/-2cm)     152.4    (feet)  VERTCON   
 CQ1840  ___________________________________________________________________
 CQ1840  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1840
 CQ1840  VERT ORDER  -  ? (See Below)
 CQ1840
 CQ1840.The horizontal coordinates were scaled from a topographic map and have
 CQ1840.an estimated accuracy of +/- 6 seconds.
 CQ1840
 CQ1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1840.The vertical order pertains to the NGVD 29 superseded value.
 CQ1840
 CQ1840.The geoid height was determined by GEOID03.
 CQ1840
 CQ1840;                    North         East    Units  Estimated Accuracy
 CQ1840;SPC LA N     -   199,070.      900,770.      MT  (+/- 180 meters Scaled)
 CQ1840
 CQ1840                          SUPERSEDED SURVEY CONTROL
 CQ1840
 CQ1840  NGVD 29 (??/??/??)   46.498  (m)          152.55   (f) ADJUSTED    ?  
 CQ1840
 CQ1840.Superseded values are not recommended for survey control.
 CQ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1840.See file dsdata.txt to determine how the superseded data were derived.
 CQ1840
 CQ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR478728(NAD 83)
 CQ1840_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1840_SP_SET: PIPE
 CQ1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1840
 CQ1840  HISTORY     - Date     Condition        Report By
 CQ1840  HISTORY     - UNK      MONUMENTED       DOD
 CQ1840  HISTORY     - 1955     MARK NOT FOUND   CGS
 CQ1840  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1840
 CQ1840                          STATION DESCRIPTION
 CQ1840
 CQ1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1840'0.3 MI NE FROM CASPIANA.
 CQ1840'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM CASPIANA, CADDO PARISH,
 CQ1840'THENCE EAST ALONG A DIRT ROAD LEADING TO THE LEVEE. NORTHEAST OF THE
 CQ1840'LEVEE, ON THE RIGHT BANK OF RED RIVER, AT THE OLD CASPIANA LANDING, ON
 CQ1840'THE C.M. HUTCHINSON PROPERTY, 113.7 FEET SOUTHWEST OF A 10-INCH
 CQ1840'COTTONWOOD TREE, 89.4 FEET WEST OF THE NORTHWEST CORNER OF A HARNESS
 CQ1840'HOUSE, 57.1 FEET EAST OF A SILO, 31.2 FEET NORTHWEST OF THE NORTHEAST
 CQ1840'CORNER OF A SMALL SAWMILL, AND ABOUT 2 INCHES UNDER GROUND. AN IRON
 CQ1840'PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP. NOTE-- THE
 CQ1840'AREA IN WHICH THIS MARK IS LOCATED IS COVERED WITH ABANDONED MACHINERY
 CQ1840'AND HEAVY SCRAP METAL. IN ALL PROBABILITY THE MARK IS STILL PRESENT
 CQ1840'UNDER THE HEAVY SCRAP.
 CQ1840
 CQ1840                          STATION RECOVERY (1969)
 CQ1840
 CQ1840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0600 ***********************************************************************
 BW0600  DESIGNATION -  50 DIETZE BOLT
 BW0600  PID         -  BW0600
 BW0600  STATE/COUNTY-  LA/CONCORDIA
 BW0600  USGS QUAD   -  SPOKANE (1976)
 BW0600
 BW0600                         *CURRENT SURVEY CONTROL
 BW0600  ___________________________________________________________________
 BW0600* NAD 83(1986)-  31 43 23.     (N)    091 24 27.     (W)     SCALED    
 BW0600* NAVD 88     -        19.45   (+/-2cm)      63.8    (feet)  VERTCON   
 BW0600  ___________________________________________________________________
 BW0600  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0600
 BW0600  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0600
 BW0600.The horizontal coordinates were scaled from a topographic map and have
 BW0600.an estimated accuracy of +/- 6 seconds.
 BW0600
 BW0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0600.The vertical order pertains to the NGVD 29 superseded value.
 BW0600
 BW0600.The geoid height was determined by GEOID03.
 BW0600
 BW0600;                    North         East    Units  Estimated Accuracy
 BW0600;SPC LA N     -   136,130.    1,103,530.      MT  (+/- 180 meters Scaled)
 BW0600
 BW0600                          SUPERSEDED SURVEY CONTROL
 BW0600
 BW0600  NGVD 29 (??/??/92)   19.460  (m)           63.84   (f) ADJ UNCH    1 2
 BW0600
 BW0600.Superseded values are not recommended for survey control.
 BW0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0600.See file dsdata.txt to determine how the superseded data were derived.
 BW0600
 BW0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR508108(NAD 83)
 BW0600_STAMPING: P. B. M. 50
 BW0600
 BW0600  HISTORY     - Date     Condition        Report By
 BW0600  HISTORY     - UNK      MONUMENTED
 BW0600  HISTORY     - 1938     GOOD             NGS
 BW0600
 BW0600                          STATION DESCRIPTION
 BW0600
 BW0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0600'6.50 MI S FROM WATER PROOF.
 BW0600'P. B. M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK
 BW0600'OF MISS. RIVER IN CONCORDIA PARISH LA., IN AN OLD UNCULTIVATED FIELD
 BW0600'ON THE HOLE IN THE WALL PLANTATION BETWEEN NEW AND OLD LEVEES.  130
 BW0600'METERS LANDSIDE FROM OLD LEVEE.  176 METERS TO RIVERSIDE FROM NEW
 BW0600'LEVEE AT A POINT 204.2 METERS DOWNSTREAM FROM OLD HOLE IN WALL STORE.
 BW0600'85.2 METERS UPSTREAM FROM A RAMP WHICH CROSSES THE NEW LEVEE.  47.3
 BW0600'METERS RIVERSIDE FROM TOP OF RIVERSIDE EDGE OF THE NEW BORROW PITS
 BW0600'BANK.  3 METERS DOWNSTREAM FROM THE CENTERLINE OF AN OLD DITCH.  TOP
 BW0600'OF MARK IS 18 IN.  ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0599 ***********************************************************************
 BW0599  DESIGNATION -  50 DIETZE CAP
 BW0599  PID         -  BW0599
 BW0599  STATE/COUNTY-  LA/CONCORDIA
 BW0599  USGS QUAD   -  SPOKANE (1976)
 BW0599
 BW0599                         *CURRENT SURVEY CONTROL
 BW0599  ___________________________________________________________________
 BW0599* NAD 83(1986)-  31 43 23.     (N)    091 24 27.     (W)     SCALED    
 BW0599* NAVD 88     -        20.69   (+/-2cm)      67.9    (feet)  VERTCON   
 BW0599  ___________________________________________________________________
 BW0599  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0599
 BW0599  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0599
 BW0599.The horizontal coordinates were scaled from a topographic map and have
 BW0599.an estimated accuracy of +/- 6 seconds.
 BW0599
 BW0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0599.The vertical order pertains to the NGVD 29 superseded value.
 BW0599
 BW0599.The geoid height was determined by GEOID03.
 BW0599
 BW0599;                    North         East    Units  Estimated Accuracy
 BW0599;SPC LA N     -   136,130.    1,103,530.      MT  (+/- 180 meters Scaled)
 BW0599
 BW0599                          SUPERSEDED SURVEY CONTROL
 BW0599
 BW0599  NGVD 29 (??/??/92)   20.696  (m)           67.90   (f) ADJ UNCH    1 2
 BW0599
 BW0599.Superseded values are not recommended for survey control.
 BW0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0599.See file dsdata.txt to determine how the superseded data were derived.
 BW0599
 BW0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR508108(NAD 83)
 BW0599_STAMPING: P. B. M. 50
 BW0599
 BW0599  HISTORY     - Date     Condition        Report By
 BW0599  HISTORY     - UNK      MONUMENTED
 BW0599  HISTORY     - 1938     GOOD             NGS
 BW0599
 BW0599                          STATION DESCRIPTION
 BW0599
 BW0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0599'6.50 MI S FROM WATER PROOF.
 BW0599'P. B. M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK
 BW0599'OF MISS. RIVER IN CONCORDIA PARISH LA., IN AN OLD UNCULTIVATED FIELD
 BW0599'ON THE HOLE IN THE WALL PLANTATION BETWEEN NEW AND OLD LEVEES.  130
 BW0599'METERS LANDSIDE FROM OLD LEVEE.  176 METERS TO RIVERSIDE FROM NEW
 BW0599'LEVEE AT A POINT 204.2 METERS DOWNSTREAM FROM OLD HOLE IN WALL STORE.
 BW0599'85.2 METERS UPSTREAM FROM A RAMP WHICH CROSSES THE NEW LEVEE.  47.3
 BW0599'METERS RIVERSIDE FROM TOP OF RIVERSIDE EDGE OF THE NEW BORROW PITS
 BW0599'BANK.  3 METERS DOWNSTREAM FROM THE CENTERLINE OF AN OLD DITCH.  TOP
 BW0599'OF MARK IS 18 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0302 ***********************************************************************
 BJ0302  DESIGNATION -  50 EABPL
 BJ0302  PID         -  BJ0302
 BJ0302  STATE/COUNTY-  LA/IBERVILLE
 BJ0302  USGS QUAD   -  GRAND RIVER (1992)
 BJ0302
 BJ0302                         *CURRENT SURVEY CONTROL
 BJ0302  ___________________________________________________________________
 BJ0302* NAD 83(1986)-  30 12 32.     (N)    091 24 40.     (W)     SCALED    
 BJ0302* NAVD 88     -         3.831  (meters)      12.57   (feet)  ADJUSTED  
 BJ0302  ___________________________________________________________________
 BJ0302  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0302  DYNAMIC HT  -           3.826 (meters)      12.55  (feet)  COMP
 BJ0302  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 BJ0302
 BJ0302  VERT ORDER  -  FIRST     CLASS I
 BJ0302
 BJ0302.The horizontal coordinates were scaled from a topographic map and have
 BJ0302.an estimated accuracy of +/- 6 seconds.
 BJ0302
 BJ0302.The orthometric height was determined by differential leveling
 BJ0302.and adjusted by the National Geodetic Survey in February 1994..
 BJ0302
 BJ0302.The geoid height was determined by GEOID03.
 BJ0302
 BJ0302.The dynamic height is computed by dividing the NAVD 88
 BJ0302.geopotential number by the normal gravity value computed on the
 BJ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0302.degrees latitude (g = 980.6199 gals.).
 BJ0302
 BJ0302.The modeled gravity was interpolated from observed gravity values.
 BJ0302
 BJ0302;                    North         East    Units  Estimated Accuracy
 BJ0302;SPC LA S     -   189,420.      992,510.      MT  (+/- 180 meters Scaled)
 BJ0302
 BJ0302                          SUPERSEDED SURVEY CONTROL
 BJ0302
 BJ0302  NGVD 29 (??/??/??)    3.861  (m)           12.67   (f) ADJUSTED    1 1
 BJ0302
 BJ0302.Superseded values are not recommended for survey control.
 BJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0302.See file dsdata.txt to determine how the superseded data were derived.
 BJ0302
 BJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP529429(NAD 83)
 BJ0302_MARKER: DD = SURVEY DISK
 BJ0302_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0302_SP_SET: 99 FT IRON PIPE
 BJ0302_STAMPING: PBM 50 EABPL 1976 USE
 BJ0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0302
 BJ0302  HISTORY     - Date     Condition        Report By
 BJ0302  HISTORY     - 1976     MONUMENTED       USE
 BJ0302  HISTORY     - 1976     GOOD             NGS
 BJ0302
 BJ0302                          STATION DESCRIPTION
 BJ0302
 BJ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0302'6.4 MI NW FROM BAYOU SORREL.
 BJ0302'6.4 MILES NORTHWEST ALONG AN ASPHALT AND GRAVELED ROAD ALONG THE
 BJ0302'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0302'AT THE NORTHWEST END OF A LONG CLEARING, 50 FT NORTHEAST OF THE
 BJ0302'CENTER LINE OF THE ROAD. A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A
 BJ0302'DEPTH OF 99 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF
 BJ0302'84 FT WITH A 3-INCH SCREW CAP FOR ACCESS. THE SCREW CAP PROJECTS 21
 BJ0302'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1119 ***********************************************************************
 CP1119  DESIGNATION -  500 A BOLT
 CP1119  PID         -  CP1119
 CP1119  STATE/COUNTY-  LA/EAST CARROLL
 CP1119  USGS QUAD   -  MILLIKIN (1994)
 CP1119
 CP1119                         *CURRENT SURVEY CONTROL
 CP1119  ___________________________________________________________________
 CP1119* NAD 83(1986)-  32 53 51.     (N)    091 10 56.     (W)     SCALED    
 CP1119* NAVD 88     -        32.18   (+/-2cm)     105.6    (feet)  VERTCON   
 CP1119  ___________________________________________________________________
 CP1119  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1119
 CP1119  VERT ORDER  -  ? (See Below)
 CP1119
 CP1119.The horizontal coordinates were scaled from a topographic map and have
 CP1119.an estimated accuracy of +/- 6 seconds.
 CP1119
 CP1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1119.The vertical order pertains to the NGVD 29 superseded value.
 CP1119
 CP1119.The geoid height was determined by GEOID03.
 CP1119
 CP1119;                    North         East    Units  Estimated Accuracy
 CP1119;SPC LA N     -   266,590.    1,123,300.      MT  (+/- 180 meters Scaled)
 CP1119
 CP1119                          SUPERSEDED SURVEY CONTROL
 CP1119
 CP1119  NGVD 29 (??/??/92)   32.242  (m)          105.78   (f) ADJ UNCH    ?  
 CP1119
 CP1119.Superseded values are not recommended for survey control.
 CP1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1119.See file dsdata.txt to determine how the superseded data were derived.
 CP1119
 CP1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS700413(NAD 83)
 CP1119_MARKER: B = BOLT
 CP1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1119_SP_SET: STONE
 CP1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1119+STABILITY: SURFACE MOTION
 CP1119
 CP1119  HISTORY     - Date     Condition        Report By
 CP1119  HISTORY     - UNK      MONUMENTED       DOD
 CP1119  HISTORY     - 1934     GOOD             DOD
 CP1119
 CP1119                          STATION DESCRIPTION
 CP1119
 CP1119'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1119'6 MI N FROM LAKE PROVIDENCE.
 CP1119'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1119'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 6 MILES NORTH OF
 CP1119'LAKE PROVIDENCE, LA.  900 FEET SOUTHEAST OF THE CENTER LINE OF LEVEE,
 CP1119'AT STATION 500.  650 FEET SOUTH OF GRAVEL ROAD.  500 FEET WEST OF
 CP1119'GRAVEL ROAD.  50 FEET SOUTHWEST OF HOUSE.  6 FEET NORTHWEST OF FENCE
 CP1119'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1118 ***********************************************************************
 CP1118  DESIGNATION -  500 A CAP
 CP1118  PID         -  CP1118
 CP1118  STATE/COUNTY-  LA/EAST CARROLL
 CP1118  USGS QUAD   -  MILLIKIN (1994)
 CP1118
 CP1118                         *CURRENT SURVEY CONTROL
 CP1118  ___________________________________________________________________
 CP1118* NAD 83(1986)-  32 53 51.     (N)    091 10 56.     (W)     SCALED    
 CP1118* NAVD 88     -        33.40   (+/-2cm)     109.6    (feet)  VERTCON   
 CP1118  ___________________________________________________________________
 CP1118  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1118
 CP1118  VERT ORDER  -  ? (See Below)
 CP1118
 CP1118.The horizontal coordinates were scaled from a topographic map and have
 CP1118.an estimated accuracy of +/- 6 seconds.
 CP1118
 CP1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1118.The vertical order pertains to the NGVD 29 superseded value.
 CP1118
 CP1118.The geoid height was determined by GEOID03.
 CP1118
 CP1118;                    North         East    Units  Estimated Accuracy
 CP1118;SPC LA N     -   266,590.    1,123,300.      MT  (+/- 180 meters Scaled)
 CP1118
 CP1118                          SUPERSEDED SURVEY CONTROL
 CP1118
 CP1118  NGVD 29 (??/??/92)   33.459  (m)          109.77   (f) ADJ UNCH    ?  
 CP1118
 CP1118.Superseded values are not recommended for survey control.
 CP1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1118.See file dsdata.txt to determine how the superseded data were derived.
 CP1118
 CP1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS700413(NAD 83)
 CP1118_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1118
 CP1118  HISTORY     - Date     Condition        Report By
 CP1118  HISTORY     - UNK      MONUMENTED       DOD
 CP1118  HISTORY     - 1934     GOOD             DOD
 CP1118
 CP1118                          STATION DESCRIPTION
 CP1118
 CP1118'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1118'6 MI N FROM LAKE PROVIDENCE.
 CP1118'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1118'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 6 MILES NORTH OF
 CP1118'LAKE PROVIDENCE, LA.  900 FEET SOUTHEAST OF THE CENTER LINE OF LEVEE,
 CP1118'AT STATION 500.  650 FEET SOUTH OF GRAVEL ROAD.  500 FEET WEST OF
 CP1118'GRAVEL ROAD.  50 FEET SOUTHWEST OF HOUSE.  6 FEET NORTHWEST OF FENCE
 CP1118'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3522 ***********************************************************************
 BJ3522  DESIGNATION -  5058 LAGS
 BJ3522  PID         -  BJ3522
 BJ3522  STATE/COUNTY-  LA/WASHINGTON
 BJ3522  USGS QUAD   -  SHERIDAN (1983)
 BJ3522
 BJ3522                         *CURRENT SURVEY CONTROL
 BJ3522  ___________________________________________________________________
 BJ3522* NAD 83(1986)-  30 51 06.     (N)    090 05 24.     (W)     SCALED    
 BJ3522* NAVD 88     -        73.430  (meters)     240.91   (feet)  ADJUSTED  
 BJ3522  ___________________________________________________________________
 BJ3522  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BJ3522  DYNAMIC HT  -          73.335 (meters)     240.60  (feet)  COMP
 BJ3522  MODELED GRAV-     979,337.6   (mgal)                       NAVD 88
 BJ3522
 BJ3522  VERT ORDER  -  SECOND    CLASS I
 BJ3522
 BJ3522.The horizontal coordinates were scaled from a topographic map and have
 BJ3522.an estimated accuracy of +/- 6 seconds.
 BJ3522
 BJ3522.The orthometric height was determined by differential leveling
 BJ3522.and adjusted by the National Geodetic Survey in February 1994..
 BJ3522
 BJ3522.The geoid height was determined by GEOID03.
 BJ3522
 BJ3522.The dynamic height is computed by dividing the NAVD 88
 BJ3522.geopotential number by the normal gravity value computed on the
 BJ3522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3522.degrees latitude (g = 980.6199 gals.).
 BJ3522
 BJ3522.The modeled gravity was interpolated from observed gravity values.
 BJ3522
 BJ3522;                    North         East    Units  Estimated Accuracy
 BJ3522;SPC LA S     -   261,320.    1,118,930.      MT  (+/- 180 meters Scaled)
 BJ3522
 BJ3522                          SUPERSEDED SURVEY CONTROL
 BJ3522
 BJ3522.No superseded survey control is available for this station.
 BJ3522
 BJ3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ782167(NAD 83)
 BJ3522_MARKER: DB = BENCH MARK DISK
 BJ3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3522_SP_SET: CONCRETE POST
 BJ3522_STAMPING: 5058
 BJ3522_MARK LOGO: LAGS  
 BJ3522_PROJECTION: FLUSH
 BJ3522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3522+STABILITY: SURFACE MOTION
 BJ3522
 BJ3522  HISTORY     - Date     Condition        Report By
 BJ3522  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3522  HISTORY     - 1984     GOOD             LADTD
 BJ3522
 BJ3522                          STATION DESCRIPTION
 BJ3522
 BJ3522'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3522'6.4 KM (4 MI) EAST FROM FRANKLINTON.
 BJ3522'ABOUT 6.4 KM (4 MI)EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3522'FRANKLINTON TO THE BENCH MARK ON THE RIGHT AT THE BOTTOM OF A HILL,
 BJ3522'45.7 METERS (150 FT) WEST OF THE SOUTH END OF A CROSSDRAIN UNDER THE
 BJ3522'HIGHWAY, 11 METERS (36 FT) SOUTH OF THE CENTER OF HIGHWAY 10, 9 METERS
 BJ3522'(29.5 FT) WEST-SOUTHWEST OF A HIGHWAY SIGN, AND 1.2 METERS (4 FT)
 BJ3522'NORTH OF A (U S R M) CONCRETE WITNESS POST.
 BJ3522'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3522'THE MARK IS 0.91 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3516 ***********************************************************************
 BJ3516  DESIGNATION -  506
 BJ3516  PID         -  BJ3516
 BJ3516  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3516  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3516
 BJ3516                         *CURRENT SURVEY CONTROL
 BJ3516  ___________________________________________________________________
 BJ3516* NAD 83(1986)-  30 30 02.     (N)    091 10 13.     (W)     SCALED    
 BJ3516* NAVD 88     -        16.039  (meters)      52.62   (feet)  ADJUSTED  
 BJ3516  ___________________________________________________________________
 BJ3516  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3516  DYNAMIC HT  -          16.018 (meters)      52.55  (feet)  COMP
 BJ3516  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ3516
 BJ3516  VERT ORDER  -  SECOND    CLASS I
 BJ3516
 BJ3516.The horizontal coordinates were scaled from a topographic map and have
 BJ3516.an estimated accuracy of +/- 6 seconds.
 BJ3516
 BJ3516.The orthometric height was determined by differential leveling
 BJ3516.and adjusted by the National Geodetic Survey in February 1994..
 BJ3516
 BJ3516.The geoid height was determined by GEOID03.
 BJ3516
 BJ3516.The dynamic height is computed by dividing the NAVD 88
 BJ3516.geopotential number by the normal gravity value computed on the
 BJ3516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3516.degrees latitude (g = 980.6199 gals.).
 BJ3516
 BJ3516.The modeled gravity was interpolated from observed gravity values.
 BJ3516
 BJ3516;                    North         East    Units  Estimated Accuracy
 BJ3516;SPC LA S     -   221,760.    1,015,650.      MT  (+/- 180 meters Scaled)
 BJ3516
 BJ3516                          SUPERSEDED SURVEY CONTROL
 BJ3516
 BJ3516.No superseded survey control is available for this station.
 BJ3516
 BJ3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP755756(NAD 83)
 BJ3516_MARKER: DB = BENCH MARK DISK
 BJ3516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3516_SP_SET: CONCRETE POST
 BJ3516_STAMPING: 506 EBRPAR 1959
 BJ3516_MARK LOGO: LA-033
 BJ3516_PROJECTION: FLUSH
 BJ3516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3516+STABILITY: SURFACE MOTION
 BJ3516
 BJ3516  HISTORY     - Date     Condition        Report By
 BJ3516  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3516  HISTORY     - 1985     GOOD             LADTD
 BJ3516  HISTORY     - 1987     GOOD             LA-033
 BJ3516
 BJ3516                          STATION DESCRIPTION
 BJ3516
 BJ3516'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3516'IN SCOTLANDVILLE.
 BJ3516'IN SCOTLANDVILLE, FROM THE JUNCTION OF SCENIC HIGHWAY AND HARDING
 BJ3516'BLVD, ABOUT 1.5 KM (0.95 MI) SOUTH OF THE SCOTLANDVILLE MAGNET HIGH
 BJ3516'SCHOOL, GO SOUTH ON SCENIC HIGHWAY FOR 2.4 KM (1.5 MI) TO THE BENCH
 BJ3516'MARK ON THE LEFT, 23.01 METERS (75.5 FT) SOUTH OF RIGHT-OF-WAY MARKER,
 BJ3516'10.52 METERS (34.5 FT) NORTH OF THE CENTER OF GREENWELL STREET
 BJ3516'6.86 METERS (22.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 BJ3516'SCENIC HIGHWAY, 2.29 METERS (7.5 FT) WEST OF CHAIN LINK FENCE.
 BJ3516'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3516'THE MARK IS ABOVE LEVEL WITH SCENIC HIGHWAY.
 BJ3516
 BJ3516                          STATION RECOVERY (1987)
 BJ3516
 BJ3516'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3199 ***********************************************************************
 DH3199  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3199  DESIGNATION -  5064+53.74=ABLMS660
 DH3199  PID         -  DH3199
 DH3199  STATE/COUNTY-  LA/IBERVILLE
 DH3199  USGS QUAD   -  CARVILLE (1992)
 DH3199
 DH3199                         *CURRENT SURVEY CONTROL
 DH3199  ___________________________________________________________________
 DH3199* NAD 83(1992)-  30 12 10.79900(N)    091 04 04.34780(W)     ADJUSTED  
 DH3199* NAVD 88     -        12.41 **(meters)      40.7  **(feet)  GPS OBS(2004.65)
 DH3199  **This station is located in a subsidence area (see below).
 DH3199  ___________________________________________________________________
 DH3199  X           -    -102,818.690 (meters)                     COMP
 DH3199  Y           -  -5,515,999.743 (meters)                     COMP
 DH3199  Z           -   3,189,834.956 (meters)                     COMP
 DH3199  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DH3199  ELLIP HEIGHT-         -14.49  (meters)          (05/09/05) GPS OBS
 DH3199  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DH3199
 DH3199  HORZ ORDER  -  B
 DH3199  ELLP ORDER  -  FOURTH    CLASS II
 DH3199
 DH3199.The horizontal coordinates were established by GPS observations
 DH3199.and adjusted by the National Geodetic Survey in May 2005..
 DH3199
 DH3199 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3199 ** and geoid heights are valid at the date of observation. These heights
 DH3199 ** must always be validated when used as control.
 DH3199 ** The orthometric height was determined by GPS observations using
 DH3199 ** precise GPS observation and processing techniques and a new
 DH3199 ** realization of GEOID03. It supersedes the leveled height previously
 DH3199 ** determined for this station.
 DH3199 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3199 ** epoch indicated which incorporates improved geoid heights for the
 DH3199 ** Southern Louisiana Subsidence area.
 DH3199 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3199.The orthometric height was determined by GPS observations and a
 DH3199.high-resolution geoid model using precise GPS observation and
 DH3199.processing techniques.
 DH3199
 DH3199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3199
 DH3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3199
 DH3199.The ellipsoidal height was determined by GPS observations
 DH3199.and is referenced to NAD 83.
 DH3199
 DH3199.The geoid height was determined by GEOID03.
 DH3199
 DH3199;                    North         East     Units Scale Factor Converg.
 DH3199;SPC LA S     -   188,797.756 1,025,559.093   MT  0.99993194   +0 07 57.8
 DH3199;SPC LA S     -   619,413.97  3,364,688.46   sFT  0.99993194   +0 07 57.8
 DH3199;UTM  15      - 3,342,857.657   685,986.142   MT  1.00002677   +0 58 20.2
 DH3199
 DH3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3199!SPC LA S     -   1.00000228  x   0.99993194  =   0.99993422
 DH3199!UTM  15      -   1.00000228  x   1.00002677  =   1.00002905
 DH3199
 DH3199                          SUPERSEDED SURVEY CONTROL
 DH3199
 DH3199.No superseded survey control is available for this station.
 DH3199
 DH3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8598642858(NAD 83)
 DH3199_MARKER: DD = SURVEY DISK
 DH3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3199_STAMPING: ABLMS 660
 DH3199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3199+STABILITY: SURFACE MOTION
 DH3199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3199+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 DH3199
 DH3199  HISTORY     - Date     Condition        Report By
 DH3199  HISTORY     - UNK      MONUMENTED       USACE
 DH3199  HISTORY     - 20021218 GOOD             3001
 DH3199  HISTORY     - 20060801 GOOD             AERODA
 DH3199
 DH3199                          STATION DESCRIPTION
 DH3199
 DH3199'DESCRIBED BY 3001, INC 2002 (MH)
 DH3199'THE SATATION IS LOCATED IN IBERVILLE PARISH ABOUT 5.2 MILES NORTHEAST
 DH3199'OF WHITE CASTLE, LA  2.7 MILES  SOUTHEAST OF LEBLANC, LA 3.8 MILES
 DH3199'NORTHWEST OF MODESTE,LA
 DH3199' 
 DH3199'OWNERSHIP- COE
 DH3199' 
 DH3199'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND HWY 69 IN
 DH3199'WHITE CASTLE, LA GO  NORTH THEN NORTHEAST ALONG HWY 405 FOR 5.4 MILES
 DH3199'AND MARK ON LEFT ON TOP OF LEVEE.
 DH3199' 
 DH3199'THE STATION IS A 3.5 IN ROUND COE BRASS CAP SET IN CONCRETE, STAMPED
 DH3199'ABLMS 660 1976, 0.4'  BELOW GROUND SURFACE, SET IN CENTERLINE OF
 DH3199'LEVEE, 90' NORTH OF A FENCELINE, 125' NORTH OF CENTERLINE OF HWY 405
 DH3199'AND 454' EAST OF LEVEE  STATION MARKER 5600.
 DH3199
 DH3199                          STATION RECOVERY (2006)
 DH3199
 DH3199'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 DH3199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3519 ***********************************************************************
 BJ3519  DESIGNATION -  5067 LAGS
 BJ3519  PID         -  BJ3519
 BJ3519  STATE/COUNTY-  LA/WASHINGTON
 BJ3519  USGS QUAD   -  SHERIDAN (1983)
 BJ3519
 BJ3519                         *CURRENT SURVEY CONTROL
 BJ3519  ___________________________________________________________________
 BJ3519* NAD 83(1986)-  30 51 24.     (N)    090 02 26.     (W)     SCALED    
 BJ3519* NAVD 88     -        93.881  (meters)     308.01   (feet)  ADJUSTED  
 BJ3519  ___________________________________________________________________
 BJ3519  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BJ3519  DYNAMIC HT  -          93.759 (meters)     307.61  (feet)  COMP
 BJ3519  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 BJ3519
 BJ3519  VERT ORDER  -  SECOND    CLASS I
 BJ3519
 BJ3519.The horizontal coordinates were scaled from a topographic map and have
 BJ3519.an estimated accuracy of +/- 6 seconds.
 BJ3519
 BJ3519.The orthometric height was determined by differential leveling
 BJ3519.and adjusted by the National Geodetic Survey in February 1994..
 BJ3519
 BJ3519.The geoid height was determined by GEOID03.
 BJ3519
 BJ3519.The dynamic height is computed by dividing the NAVD 88
 BJ3519.geopotential number by the normal gravity value computed on the
 BJ3519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3519.degrees latitude (g = 980.6199 gals.).
 BJ3519
 BJ3519.The modeled gravity was interpolated from observed gravity values.
 BJ3519
 BJ3519;                    North         East    Units  Estimated Accuracy
 BJ3519;SPC LA S     -   261,930.    1,123,650.      MT  (+/- 180 meters Scaled)
 BJ3519
 BJ3519                          SUPERSEDED SURVEY CONTROL
 BJ3519
 BJ3519.No superseded survey control is available for this station.
 BJ3519
 BJ3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ830174(NAD 83)
 BJ3519_MARKER: DB = BENCH MARK DISK
 BJ3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3519_SP_SET: CONCRETE POST
 BJ3519_STAMPING: 5067
 BJ3519_MARK LOGO: LAGS  
 BJ3519_PROJECTION: FLUSH
 BJ3519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3519+STABILITY: SURFACE MOTION
 BJ3519
 BJ3519  HISTORY     - Date     Condition        Report By
 BJ3519  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3519  HISTORY     - 1984     GOOD             LADTD
 BJ3519
 BJ3519                          STATION DESCRIPTION
 BJ3519
 BJ3519'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3519'11.4 KM (7.1 MI) EAST FROM FRANKLINTON.
 BJ3519'ABOUT 11.4 KM (7.1 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3519'FRANKLINTON TO THE BENCH MARK ON THE RIGHT AND WEST OF THE JUNCTION
 BJ3519'WITH CHOCTAW ROAD, 26.5 METERS (87 FT) SOUTHWEST OF A CHOCTAW MEMORIAL
 BJ3519'SIGN, 21 METERS (69 FT) WEST OF THE CENTER OF CHOCTAW ROAD, AND
 BJ3519'10.4 METERS (34 FT) SOUTH OF THE CENTER OF HIGHWAY 10.
 BJ3519'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3519'THE MARK IS 0.91 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3518 ***********************************************************************
 BJ3518  DESIGNATION -  5069 LAGS
 BJ3518  PID         -  BJ3518
 BJ3518  STATE/COUNTY-  LA/WASHINGTON
 BJ3518  USGS QUAD   -  SHERIDAN (1983)
 BJ3518
 BJ3518                         *CURRENT SURVEY CONTROL
 BJ3518  ___________________________________________________________________
 BJ3518* NAD 83(1986)-  30 51 39.     (N)    090 01 49.     (W)     SCALED    
 BJ3518* NAVD 88     -        91.463  (meters)     300.07   (feet)  ADJUSTED  
 BJ3518  ___________________________________________________________________
 BJ3518  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BJ3518  DYNAMIC HT  -          91.343 (meters)     299.68  (feet)  COMP
 BJ3518  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 BJ3518
 BJ3518  VERT ORDER  -  SECOND    CLASS I
 BJ3518
 BJ3518.The horizontal coordinates were scaled from a topographic map and have
 BJ3518.an estimated accuracy of +/- 6 seconds.
 BJ3518
 BJ3518.The orthometric height was determined by differential leveling
 BJ3518.and adjusted by the National Geodetic Survey in February 1994..
 BJ3518
 BJ3518.The geoid height was determined by GEOID03.
 BJ3518
 BJ3518.The dynamic height is computed by dividing the NAVD 88
 BJ3518.geopotential number by the normal gravity value computed on the
 BJ3518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3518.degrees latitude (g = 980.6199 gals.).
 BJ3518
 BJ3518.The modeled gravity was interpolated from observed gravity values.
 BJ3518
 BJ3518;                    North         East    Units  Estimated Accuracy
 BJ3518;SPC LA S     -   262,400.    1,124,630.      MT  (+/- 180 meters Scaled)
 BJ3518
 BJ3518                          SUPERSEDED SURVEY CONTROL
 BJ3518
 BJ3518.No superseded survey control is available for this station.
 BJ3518
 BJ3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ839179(NAD 83)
 BJ3518_MARKER: DB = BENCH MARK DISK
 BJ3518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3518_SP_SET: CONCRETE POST
 BJ3518_STAMPING: 5069
 BJ3518_MARK LOGO: LAGS  
 BJ3518_PROJECTION: FLUSH
 BJ3518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3518+STABILITY: SURFACE MOTION
 BJ3518
 BJ3518  HISTORY     - Date     Condition        Report By
 BJ3518  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3518  HISTORY     - 1984     GOOD             LADTD
 BJ3518
 BJ3518                          STATION DESCRIPTION
 BJ3518
 BJ3518'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3518'12.6 KM (7.8 MI) EAST FROM FRANKLINTON.
 BJ3518'ABOUT 12.6 KM (7.8 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3518'FRANKLINTON TO THE BENCH MARK ON THE LEFT NEAR A FENCE AND A LARGE OAK
 BJ3518'TREE, 15.4 METERS (50.5 FT) WEST-SOUTHWEST OF A 20-INCH PECAN TREE,
 BJ3518'11.3 METERS (37 FT) NORTH OF THE CENTER OF HIGHWAY 10, 5.3 METERS
 BJ3518'(17.5 FT) EAST-NORTHEAST OF A TELEPHONE JUNCTION BOX, 4.1 METERS
 BJ3518'(13.5 FT) NORTH OF A 60-INCH OAK TREE, AND 0.9 METER (3 FT) SOUTH OF A
 BJ3518'FENCE.
 BJ3518'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3518'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1792 ***********************************************************************
 BH1792  DESIGNATION -  5088 LAGS RESET 1973
 BH1792  PID         -  BH1792
 BH1792  STATE/COUNTY-  LA/WASHINGTON
 BH1792  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1792
 BH1792                         *CURRENT SURVEY CONTROL
 BH1792  ___________________________________________________________________
 BH1792* NAD 83(1986)-  30 51 45.     (N)    089 58 28.     (W)     SCALED    
 BH1792* NAVD 88     -       100.708  (meters)     330.41   (feet)  ADJUSTED  
 BH1792  ___________________________________________________________________
 BH1792  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BH1792  DYNAMIC HT  -         100.576 (meters)     329.97  (feet)  COMP
 BH1792  MODELED GRAV-     979,337.9   (mgal)                       NAVD 88
 BH1792
 BH1792  VERT ORDER  -  SECOND    CLASS I
 BH1792
 BH1792.The horizontal coordinates were scaled from a topographic map and have
 BH1792.an estimated accuracy of +/- 6 seconds.
 BH1792
 BH1792.The orthometric height was determined by differential leveling
 BH1792.and adjusted by the National Geodetic Survey in February 1994..
 BH1792
 BH1792.The geoid height was determined by GEOID03.
 BH1792
 BH1792.The dynamic height is computed by dividing the NAVD 88
 BH1792.geopotential number by the normal gravity value computed on the
 BH1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1792.degrees latitude (g = 980.6199 gals.).
 BH1792
 BH1792.The modeled gravity was interpolated from observed gravity values.
 BH1792
 BH1792;                    North         East    Units  Estimated Accuracy
 BH1792;SPC LA S     -   262,650.    1,129,970.      MT  (+/- 180 meters Scaled)
 BH1792
 BH1792                          SUPERSEDED SURVEY CONTROL
 BH1792
 BH1792.No superseded survey control is available for this station.
 BH1792
 BH1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV155181(NAD 83)
 BH1792_MARKER: DB = BENCH MARK DISK
 BH1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1792_SP_SET: CONCRETE POST
 BH1792_STAMPING: 5088 RESET 1973
 BH1792_MARK LOGO: LAGS  
 BH1792_PROJECTION: FLUSH
 BH1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1792+STABILITY: SURFACE MOTION
 BH1792
 BH1792  HISTORY     - Date     Condition        Report By
 BH1792  HISTORY     - 1973     MONUMENTED       LAGS
 BH1792  HISTORY     - 1984     GOOD             LADTD
 BH1792
 BH1792                          STATION DESCRIPTION
 BH1792
 BH1792'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1792'15.4 KM (9.6 MI) NW FROM BOGALUSA.
 BH1792'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1792'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1792'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1792'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1792'FOR 14.2 KM (8.8 MI) TO THE BENCH MARK ON THE RIGHT AT THE JUNCTION
 BH1792'WITH BYRD ROAD, 25.9 METERS (85 FT) NORTHWEST OF A POWER POLE,
 BH1792'20.3 METERS (66.5 FT) EAST OF THE CENTER OF BYRD ROAD, 19.8 METERS
 BH1792'(65 FT) NORTH OF THE CENTER OF HIGHWAY 10, 13.7 METERS (45 FT) SOUTH
 BH1792'OF A POWER POLE, AND 11.3 METERS (37 FT) NORTHWEST OF A RIGHT-OF-WAY
 BH1792'MARKER.
 BH1792'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1792'THE MARK IS 1.22 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1791 ***********************************************************************
 BH1791  DESIGNATION -  5090 LAGS RESET 1973
 BH1791  PID         -  BH1791
 BH1791  STATE/COUNTY-  LA/WASHINGTON
 BH1791  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1791
 BH1791                         *CURRENT SURVEY CONTROL
 BH1791  ___________________________________________________________________
 BH1791* NAD 83(1986)-  30 51 29.     (N)    089 57 52.     (W)     SCALED    
 BH1791* NAVD 88     -        90.427  (meters)     296.68   (feet)  ADJUSTED  
 BH1791  ___________________________________________________________________
 BH1791  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BH1791  DYNAMIC HT  -          90.309 (meters)     296.29  (feet)  COMP
 BH1791  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BH1791
 BH1791  VERT ORDER  -  SECOND    CLASS I
 BH1791
 BH1791.The horizontal coordinates were scaled from a topographic map and have
 BH1791.an estimated accuracy of +/- 6 seconds.
 BH1791
 BH1791.The orthometric height was determined by differential leveling
 BH1791.and adjusted by the National Geodetic Survey in February 1994..
 BH1791
 BH1791.The geoid height was determined by GEOID03.
 BH1791
 BH1791.The dynamic height is computed by dividing the NAVD 88
 BH1791.geopotential number by the normal gravity value computed on the
 BH1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1791.degrees latitude (g = 980.6199 gals.).
 BH1791
 BH1791.The modeled gravity was interpolated from observed gravity values.
 BH1791
 BH1791;                    North         East    Units  Estimated Accuracy
 BH1791;SPC LA S     -   262,170.    1,130,930.      MT  (+/- 180 meters Scaled)
 BH1791
 BH1791                          SUPERSEDED SURVEY CONTROL
 BH1791
 BH1791.No superseded survey control is available for this station.
 BH1791
 BH1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV165176(NAD 83)
 BH1791_MARKER: DB = BENCH MARK DISK
 BH1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1791_SP_SET: CONCRETE POST
 BH1791_STAMPING: 5090 RESET 1973
 BH1791_MARK LOGO: LAGS  
 BH1791_PROJECTION: FLUSH
 BH1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1791+STABILITY: SURFACE MOTION
 BH1791
 BH1791  HISTORY     - Date     Condition        Report By
 BH1791  HISTORY     - 1973     MONUMENTED       LAGS
 BH1791  HISTORY     - 1984     GOOD             LADTD
 BH1791
 BH1791                          STATION DESCRIPTION
 BH1791
 BH1791'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1791'14.3 KM (8.9 MI) NW FROM BOGALUSA.
 BH1791'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1791'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1791'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1791'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1791'FOR 13 KM (8.1 MI) TO HE BENCH MARK ON THE RIGHT, 105.5 METERS
 BH1791'(346 FT) NORTHEAST OF THE CENTER OF INTERSECTION OF HIGHWAY 10 AND
 BH1791'CROSS-DRAIN UNDER HIGHWAY, 25.1 METERS (82.5 FT) NORTH OF THE CENTER
 BH1791'OF HIGHWAY 10, AND 12.3 METERS (40.5 FT) WEST-NORTHWEST OF POWER POLE
 BH1791'NUMBER 13.
 BH1791'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1791'THE MARK IS 0.91 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1789 ***********************************************************************
 BH1789  DESIGNATION -  5096 LAGS RESET 1972
 BH1789  PID         -  BH1789
 BH1789  STATE/COUNTY-  LA/WASHINGTON
 BH1789  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1789
 BH1789                         *CURRENT SURVEY CONTROL
 BH1789  ___________________________________________________________________
 BH1789* NAD 83(1986)-  30 50 40.     (N)    089 56 18.     (W)     SCALED    
 BH1789* NAVD 88     -        79.176  (meters)     259.76   (feet)  ADJUSTED  
 BH1789  ___________________________________________________________________
 BH1789  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1789  DYNAMIC HT  -          79.073 (meters)     259.43  (feet)  COMP
 BH1789  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 BH1789
 BH1789  VERT ORDER  -  SECOND    CLASS I
 BH1789
 BH1789.The horizontal coordinates were scaled from a topographic map and have
 BH1789.an estimated accuracy of +/- 6 seconds.
 BH1789
 BH1789.The orthometric height was determined by differential leveling
 BH1789.and adjusted by the National Geodetic Survey in February 1994..
 BH1789
 BH1789.The geoid height was determined by GEOID03.
 BH1789
 BH1789.The dynamic height is computed by dividing the NAVD 88
 BH1789.geopotential number by the normal gravity value computed on the
 BH1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1789.degrees latitude (g = 980.6199 gals.).
 BH1789
 BH1789.The modeled gravity was interpolated from observed gravity values.
 BH1789
 BH1789;                    North         East    Units  Estimated Accuracy
 BH1789;SPC LA S     -   260,690.    1,133,450.      MT  (+/- 180 meters Scaled)
 BH1789
 BH1789                          SUPERSEDED SURVEY CONTROL
 BH1789
 BH1789.No superseded survey control is available for this station.
 BH1789
 BH1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV189160(NAD 83)
 BH1789_MARKER: DB = BENCH MARK DISK
 BH1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1789_SP_SET: CONCRETE POST
 BH1789_STAMPING: 5096 RESET 1972
 BH1789_MARK LOGO: LAGS  
 BH1789_PROJECTION: FLUSH
 BH1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1789+STABILITY: SURFACE MOTION
 BH1789
 BH1789  HISTORY     - Date     Condition        Report By
 BH1789  HISTORY     - 1972     MONUMENTED       LAGS
 BH1789  HISTORY     - 1984     GOOD             LADTD
 BH1789
 BH1789                          STATION DESCRIPTION
 BH1789
 BH1789'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1789'11.4 KM (7.1 MI) NW FROM BOGALUSA.
 BH1789'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1789'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1789'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1789'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1789'FOR 10.1 KM (6.3 MI) TO THE BENCH MARK ON THE RIGHT AND EAST OF A
 BH1789'GRAVEL ROAD, 15.1 METERS (49.5 FT) NORTH OF THE CENTER OF HIGHWAY 10,
 BH1789'AND 11.6 METERS (38 FT) EAST OF THE CENTER OF A GRAVEL ROAD.
 BH1789'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1789'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1788 ***********************************************************************
 BH1788  DESIGNATION -  5097 LAGS RESET 1972
 BH1788  PID         -  BH1788
 BH1788  STATE/COUNTY-  LA/WASHINGTON
 BH1788  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1788
 BH1788                         *CURRENT SURVEY CONTROL
 BH1788  ___________________________________________________________________
 BH1788* NAD 83(1986)-  30 50 31.     (N)    089 56 06.     (W)     SCALED    
 BH1788* NAVD 88     -        82.334  (meters)     270.12   (feet)  ADJUSTED  
 BH1788  ___________________________________________________________________
 BH1788  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BH1788  DYNAMIC HT  -          82.227 (meters)     269.77  (feet)  COMP
 BH1788  MODELED GRAV-     979,336.4   (mgal)                       NAVD 88
 BH1788
 BH1788  VERT ORDER  -  SECOND    CLASS I
 BH1788
 BH1788.The horizontal coordinates were scaled from a topographic map and have
 BH1788.an estimated accuracy of +/- 6 seconds.
 BH1788
 BH1788.The orthometric height was determined by differential leveling
 BH1788.and adjusted by the National Geodetic Survey in February 1994..
 BH1788
 BH1788.The geoid height was determined by GEOID03.
 BH1788
 BH1788.The dynamic height is computed by dividing the NAVD 88
 BH1788.geopotential number by the normal gravity value computed on the
 BH1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1788.degrees latitude (g = 980.6199 gals.).
 BH1788
 BH1788.The modeled gravity was interpolated from observed gravity values.
 BH1788
 BH1788;                    North         East    Units  Estimated Accuracy
 BH1788;SPC LA S     -   260,420.    1,133,770.      MT  (+/- 180 meters Scaled)
 BH1788
 BH1788                          SUPERSEDED SURVEY CONTROL
 BH1788
 BH1788.No superseded survey control is available for this station.
 BH1788
 BH1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV192157(NAD 83)
 BH1788_MARKER: DB = BENCH MARK DISK
 BH1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1788_SP_SET: CONCRETE POST
 BH1788_STAMPING: 5097 RESET 1972
 BH1788_MARK LOGO: LAGS  
 BH1788_PROJECTION: FLUSH
 BH1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1788+STABILITY: SURFACE MOTION
 BH1788
 BH1788  HISTORY     - Date     Condition        Report By
 BH1788  HISTORY     - 1972     MONUMENTED       LAGS
 BH1788  HISTORY     - 1984     GOOD             LADTD
 BH1788
 BH1788                          STATION DESCRIPTION
 BH1788
 BH1788'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1788'10.9 KM (6.8 MI) NW FROM BOGALUSA.
 BH1788'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1788'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1788'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1788'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1788'FOR 9.7 KM (6 MI) TO THE BENCH MARK ON THE RIGHT, 37.3 METERS
 BH1788'(122.5 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 27.1 METERS (89 FT)
 BH1788'NORTHWEST OF A RIGHT-OF-WAY MARKER, 21.6 METERS (71 FT) NORTHWEST OF A
 BH1788'POWER POLE, AND 16.8 METERS (55 FT) NORTHEAST OF THE CENTER OF HIGHWAY
 BH1788'10.
 BH1788'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1788'THE MARK IS 1.52 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1787 ***********************************************************************
 BH1787  DESIGNATION -  5098 LAGS RESET 1972
 BH1787  PID         -  BH1787
 BH1787  STATE/COUNTY-  LA/WASHINGTON
 BH1787  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1787
 BH1787                         *CURRENT SURVEY CONTROL
 BH1787  ___________________________________________________________________
 BH1787* NAD 83(1986)-  30 50 21.     (N)    089 55 56.     (W)     SCALED    
 BH1787* NAVD 88     -        78.346  (meters)     257.04   (feet)  ADJUSTED  
 BH1787  ___________________________________________________________________
 BH1787  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BH1787  DYNAMIC HT  -          78.244 (meters)     256.71  (feet)  COMP
 BH1787  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BH1787
 BH1787  VERT ORDER  -  SECOND    CLASS I
 BH1787
 BH1787.The horizontal coordinates were scaled from a topographic map and have
 BH1787.an estimated accuracy of +/- 6 seconds.
 BH1787
 BH1787.The orthometric height was determined by differential leveling
 BH1787.and adjusted by the National Geodetic Survey in February 1994..
 BH1787
 BH1787.The geoid height was determined by GEOID03.
 BH1787
 BH1787.The dynamic height is computed by dividing the NAVD 88
 BH1787.geopotential number by the normal gravity value computed on the
 BH1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1787.degrees latitude (g = 980.6199 gals.).
 BH1787
 BH1787.The modeled gravity was interpolated from observed gravity values.
 BH1787
 BH1787;                    North         East    Units  Estimated Accuracy
 BH1787;SPC LA S     -   260,110.    1,134,040.      MT  (+/- 180 meters Scaled)
 BH1787
 BH1787                          SUPERSEDED SURVEY CONTROL
 BH1787
 BH1787.No superseded survey control is available for this station.
 BH1787
 BH1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV195154(NAD 83)
 BH1787_MARKER: DB = BENCH MARK DISK
 BH1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1787_SP_SET: CONCRETE POST
 BH1787_STAMPING: 5098 RESET 1972
 BH1787_MARK LOGO: LAGS  
 BH1787_PROJECTION: FLUSH
 BH1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1787+STABILITY: SURFACE MOTION
 BH1787
 BH1787  HISTORY     - Date     Condition        Report By
 BH1787  HISTORY     - 1972     MONUMENTED       LAGS
 BH1787  HISTORY     - 1984     GOOD             LADTD
 BH1787
 BH1787                          STATION DESCRIPTION
 BH1787
 BH1787'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1787'10.5 KM (6.5 MI) NW FROM BOGALUSA.
 BH1787'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1787'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1787'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1787'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1787'FOR 9.2 KM (5.7 MI) TO THE BENCH MARK ON THE RIGHT, 80 METERS
 BH1787'(262.5 FT) WEST OF THE CENTER OF A GRAVEL ROAD, 16.5 METERS (54 FT)
 BH1787'NORTH OF THE CENTER OF HIGHWAY 10, AND 4.9 METERS (16 FT) EAST OF A
 BH1787'POWER POLE.
 BH1787'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1787'THE MARK IS 0.91 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3469 ***********************************************************************
 AU3469  DESIGNATION -  51 A 010 RESET
 AU3469  PID         -  AU3469
 AU3469  STATE/COUNTY-  LA/ST MARY
 AU3469  USGS QUAD   -  MORGAN CITY (1994)
 AU3469
 AU3469                         *CURRENT SURVEY CONTROL
 AU3469  ___________________________________________________________________
 AU3469* NAD 83(1992)-  29 41 29.63165(N)    091 12 58.27033(W)     ADJUSTED  
 AU3469* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 AU3469  **This station is located in a subsidence area (see below).
 AU3469  ___________________________________________________________________
 AU3469  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU3469  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU3469  DYNAMIC HT  -           5.4   (meters)      18.    (feet)  COMP
 AU3469  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 AU3469
 AU3469  HORZ ORDER  -  THIRD
 AU3469
 AU3469.The horizontal coordinates were established by classical geodetic methods
 AU3469.and adjusted by the National Geodetic Survey in January 1993..
 AU3469
 AU3469 ** The orthometric height has not been validated since last determined
 AU3469 ** by differential leveling and should not be used for control purposes.
 AU3469 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3469 ** area with valid NAVD 88 orthometric heights.
 AU3469 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3469 ** epoch indicated which incorporates improved geoid heights for the
 AU3469 ** Southern Louisiana Subsidence area.
 AU3469 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3469.The orthometric height was scaled from a topographic map.
 AU3469
 AU3469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3469
 AU3469.The geoid height was determined by GEOID03.
 AU3469
 AU3469.The dynamic height is computed by dividing the NAVD 88
 AU3469.geopotential number by the normal gravity value computed on the
 AU3469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3469.degrees latitude (g = 980.6199 gals.).
 AU3469
 AU3469.The modeled gravity was interpolated from observed gravity values.
 AU3469
 AU3469;                    North         East     Units Scale Factor Converg.
 AU3469;SPC LA S     -   132,084.536 1,011,337.201   MT  0.99994022   +0 03 30.9
 AU3469;SPC LA S     -   433,347.35  3,318,028.80   sFT  0.99994022   +0 03 30.9
 AU3469;UTM  15      - 3,285,940.029   672,588.549   MT  0.99996753   +0 53 01.7
 AU3469
 AU3469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3469!SPC LA S     -   1.00000317  x   0.99994022  =   0.99994339
 AU3469!UTM  15      -   1.00000317  x   0.99996753  =   0.99997070
 AU3469
 AU3469                          SUPERSEDED SURVEY CONTROL
 AU3469
 AU3469  NAD 83(1986)-  29 41 29.65564(N)    091 12 58.26671(W) AD(       ) 3
 AU3469  NGVD 29 (09/04/92)    5.     (m)           16.     (f) VERT ANG       
 AU3469
 AU3469.Superseded values are not recommended for survey control.
 AU3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3469.See file dsdata.txt to determine how the superseded data were derived.
 AU3469
 AU3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7258985940(NAD 83)
 AU3469_MARKER: DS = TRIANGULATION STATION DISK
 AU3469_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AU3469+WITH SETTING: PAVEMENT
 AU3469_SP_SET: SIGNAL BASE
 AU3469_STAMPING: 51A010 RESET 1983
 AU3469_MARK LOGO: CGS+SS
 AU3469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3469+STABILITY: SURFACE MOTION
 AU3469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3469+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1993
 AU3469
 AU3469  HISTORY     - Date     Condition        Report By
 AU3469  HISTORY     - 1983     MONUMENTED       LADTD
 AU3469  HISTORY     - 1983     GOOD             LADTD
 AU3469  HISTORY     - 19930304 GOOD             NGS
 AU3469
 AU3469                          STATION DESCRIPTION
 AU3469
 AU3469'DESCRIBED BY LA TRANSP AND DEV 1983 (FLM)
 AU3469'STATION IS LOCATED NR THE W END OF THE TEXAS AND NEW ORLEANS
 AU3469'RAILROAD BRIDGE ACROSS THE ATCHAFALAYA RIVER AT MORGAN CITY.
 AU3469'
 AU3469'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU3469'BRIDGE IN MORGAN CITY, DRIVE WEST ON U S HIGHWAY 90 TO 5TH STREET, IN
 AU3469'BERWICK, WHICH IS JUST BEYOND THE END OF THE BRIDGE APPROACH, THENCE
 AU3469'NORTH ALONG 5TH STREET FOR 1 BLOCK TO TEXAS STREET, THENCE EAST ON
 AU3469'TEXAS STREET FOR 4 BLOCKS TO BELLEVIEW STREET, THENCE SOUTH ON
 AU3469'BELLEVIEW STREET FOR ABOUT 5 BLOCKS TO A RAILROAD BRIDGE, WITH THE
 AU3469'MARK SET JUST WEST OF THE RAILROAD ROAD BRIDGE IN THE SOUTHEAST
 AU3469'CORNER OF AN ABANDONED SIGNAL BLOCK.
 AU3469'
 AU3469'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 AU3469'LADTD) DISK STAMPED---51A010 RESET 1983--- SET IN THE SOUTHEAST
 AU3469'CORNER OF AN ABANDONED SIGNAL BLOCK SOUTH OF THE RAILROAD TRACKS.
 AU3469'LOCATED 109.7 METERS (360 FEET) W FROM THE WEST END OF THE RAILROAD
 AU3469'BRIDGE OVER THE RIVER, 14.1 METERS (46.5 FEET) W FROM THE WEST END
 AU3469'OF THE RAILROAD BRIDGE OVER FIRST STREET, 6.4 METERS (21.1 FEET) S
 AU3469'FROM SIGNAL BLOCK 809, AND 2.9 METERS (9.5 FEET) S FROM THE SOUTH
 AU3469'RAIL OF THE RAILROAD.
 AU3469
 AU3469                          STATION RECOVERY (1983)
 AU3469
 AU3469'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 AU3469'RECOVERED IN GOOD CONDITION.
 AU3469
 AU3469                          STATION RECOVERY (1993)
 AU3469
 AU3469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3469'IN BERWICK, AT THE INTERSECTION OF FIRST STREET AND THE SOUTHERN
 AU3469'PACIFIC RAILROAD, NEAR THE SOUTHEAST CORNER OF THE CONCRETE FOOTING
 AU3469'FOR A FORMER RAILROAD SIGNAL, 15.6 M (51.2 FT) NORTHWEST OF THE
 AU3469'CENTER OF THE STREET, 2.8 M (9.2 FT) SOUTHEAST OF AND LEVEL WITH THE
 AU3469'NEAR RAIL, AND 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8203 ***********************************************************************
 AC8203  DESIGNATION -  51 B 002 RESET
 AC8203  PID         -  AC8203
 AC8203  STATE/COUNTY-  LA/ST MARY
 AC8203  USGS QUAD   -  MORGAN CITY (1994)
 AC8203
 AC8203                         *CURRENT SURVEY CONTROL
 AC8203  ___________________________________________________________________
 AC8203* NAD 83(1992)-  29 41 53.43661(N)    091 11 49.09303(W)     ADJUSTED  
 AC8203* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AC8203  **This station is located in a subsidence area (see below).
 AC8203  ___________________________________________________________________
 AC8203  X           -    -115,830.220 (meters)                     COMP
 AC8203  Y           -  -5,543,677.477 (meters)                     COMP
 AC8203  Z           -   3,141,342.959 (meters)                     COMP
 AC8203  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AC8203  ELLIP HEIGHT-         -24.58  (meters)          (02/20/02) GPS OBS
 AC8203  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AC8203
 AC8203  HORZ ORDER  -  FIRST
 AC8203  ELLP ORDER  -  FOURTH    CLASS I
 AC8203
 AC8203.The horizontal coordinates were established by GPS observations
 AC8203.and adjusted by the National Geodetic Survey in July 2000..
 AC8203
 AC8203 ** The orthometric height has not been validated since last determined
 AC8203 ** by differential leveling and should not be used for control purposes.
 AC8203 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AC8203 ** area with valid NAVD 88 orthometric heights.
 AC8203 ** The geoid height was determined by a new realization of GEOID03 for the
 AC8203 ** epoch indicated which incorporates improved geoid heights for the
 AC8203 ** Southern Louisiana Subsidence area.
 AC8203 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AC8203.The orthometric height was determined by GPS observations and a
 AC8203.high-resolution geoid model.
 AC8203
 AC8203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8203
 AC8203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8203
 AC8203.The ellipsoidal height was determined by GPS observations
 AC8203.and is referenced to NAD 83.
 AC8203
 AC8203.The geoid height was determined by GEOID03.
 AC8203
 AC8203;                    North         East     Units Scale Factor Converg.
 AC8203;SPC LA S     -   132,819.525 1,013,195.995   MT  0.99993961   +0 04 05.5
 AC8203;SPC LA S     -   435,758.72  3,324,127.19   sFT  0.99993961   +0 04 05.5
 AC8203;UTM  15      - 3,286,701.739   674,436.622   MT  0.99997545   +0 53 36.6
 AC8203
 AC8203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8203!SPC LA S     -   1.00000386  x   0.99993961  =   0.99994347
 AC8203!UTM  15      -   1.00000386  x   0.99997545  =   0.99997931
 AC8203
 AC8203:                Primary Azimuth Mark                     Grid Az
 AC8203:SPC LA S     -  51 B 003 RESET                           125 13 37.4
 AC8203:UTM  15      -  51 B 003 RESET                           124 24 06.3
 AC8203
 AC8203|---------------------------------------------------------------------|
 AC8203| PID    Reference Object                     Distance      Geod. Az  |
 AC8203|                                                           dddmmss.s |
 AC8203| AC8204 51 B 003 RESET                      APPROX. 0.7 KM 1251742.9 |
 AC8203|---------------------------------------------------------------------|
 AC8203
 AC8203                          SUPERSEDED SURVEY CONTROL
 AC8203
 AC8203  ELLIP H (07/31/00)  -24.52   (m)                       GP(       ) 4 1
 AC8203
 AC8203.Superseded values are not recommended for survey control.
 AC8203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8203.See file dsdata.txt to determine how the superseded data were derived.
 AC8203
 AC8203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7443786702(NAD 83)
 AC8203_MARKER: DD = SURVEY DISK
 AC8203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8203_STAMPING: 51B002 RESET 1989
 AC8203_MARK LOGO: LADTD 
 AC8203_PROJECTION: FLUSH
 AC8203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8203+STABILITY: SURFACE MOTION
 AC8203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8203+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2000
 AC8203
 AC8203  HISTORY     - Date     Condition        Report By
 AC8203  HISTORY     - 1989     MONUMENTED       LADTD
 AC8203  HISTORY     - 20000124 GOOD             CDSMS
 AC8203
 AC8203                          STATION DESCRIPTION
 AC8203
 AC8203'DESCRIBED BY LA TRANSP AND DEV 1989 (SLC)
 AC8203'THE STATION IS LOCATED IN MORGAN CITY, ABOUT 0.5 KM (0.30 MI) EAST OF
 AC8203'THE JUNCTION OF U.S.  HIGHWAY 90 AND STATE HIGHWAY 70, AND ON THE
 AC8203'SOUTH SIDE OF HIGHWAY 90.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8203'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AC8203'OF U.S.  HIGHWAY 90 AND STATE HIGHWAY 70 IN MORGAN CITY, GO EAST FOR
 AC8203'0.5 KM (0.30 MI) ON HIGHWAY 90 TO THE STATION ON THE RIGHT. THE
 AC8203'STATION IS FLUSH WITH THE GROUND.  LOCATED 20.0 M (65.6 FT)
 AC8203'EAST-SOUTHEAST FROM THE CENTER OF DUKE STREET, 17.7 M (58.1 FT)
 AC8203'SOUTH-SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 6.8 M (22.3 FT)
 AC8203'NORTHWEST FROM A FIRE HYDRANT, 2.6 M (8.5 FT) EAST-SOUTHEAST FROM A
 AC8203'POWER POLE WITH A SECURITY LIGHT, 0.6 M (2.0 FT) WEST-NORTHWEST FROM A
 AC8203'METAL WITNESS POST WITH A SIGN ATTACHED AND 0.3 M (1.0 FT) BELOW THE
 AC8203'HIGHWAY.
 AC8203
 AC8203                          STATION RECOVERY (2000)
 AC8203
 AC8203'RECOVERY NOTE BY CDS/MUERY SERVICES 2000 (REG)
 AC8203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8204 ***********************************************************************
 AC8204  DESIGNATION -  51 B 003 RESET
 AC8204  PID         -  AC8204
 AC8204  STATE/COUNTY-  LA/ST MARY
 AC8204  USGS QUAD   -  MORGAN CITY (1994)
 AC8204
 AC8204                         *CURRENT SURVEY CONTROL
 AC8204  ___________________________________________________________________
 AC8204* NAD 83(1992)-  29 41 40.12442(N)    091 11 27.55578(W)     ADJUSTED  
 AC8204* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AC8204  **This station is located in a subsidence area (see below).
 AC8204  ___________________________________________________________________
 AC8204  X           -    -115,255.595 (meters)                     COMP
 AC8204  Y           -  -5,543,892.611 (meters)                     COMP
 AC8204  Z           -   3,140,986.930 (meters)                     COMP
 AC8204  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AC8204  ELLIP HEIGHT-         -24.52  (meters)          (02/20/02) GPS OBS
 AC8204  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AC8204
 AC8204  HORZ ORDER  -  FIRST
 AC8204  ELLP ORDER  -  FOURTH    CLASS I
 AC8204
 AC8204.The horizontal coordinates were established by GPS observations
 AC8204.and adjusted by the National Geodetic Survey in July 2000..
 AC8204
 AC8204 ** The orthometric height has not been validated since last determined
 AC8204 ** by differential leveling and should not be used for control purposes.
 AC8204 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AC8204 ** area with valid NAVD 88 orthometric heights.
 AC8204 ** The geoid height was determined by a new realization of GEOID03 for the
 AC8204 ** epoch indicated which incorporates improved geoid heights for the
 AC8204 ** Southern Louisiana Subsidence area.
 AC8204 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AC8204.The orthometric height was determined by GPS observations and a
 AC8204.high-resolution geoid model.
 AC8204
 AC8204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8204
 AC8204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8204
 AC8204.The ellipsoidal height was determined by GPS observations
 AC8204.and is referenced to NAD 83.
 AC8204
 AC8204.The geoid height was determined by GEOID03.
 AC8204
 AC8204;                    North         East     Units Scale Factor Converg.
 AC8204;SPC LA S     -   132,410.359 1,013,775.443   MT  0.99993995   +0 04 16.2
 AC8204;SPC LA S     -   434,416.32  3,326,028.27   sFT  0.99993995   +0 04 16.2
 AC8204;UTM  15      - 3,286,300.947   675,021.925   MT  0.99997797   +0 53 46.9
 AC8204
 AC8204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8204!SPC LA S     -   1.00000385  x   0.99993995  =   0.99994380
 AC8204!UTM  15      -   1.00000385  x   0.99997797  =   0.99998182
 AC8204
 AC8204:                Primary Azimuth Mark                     Grid Az
 AC8204:SPC LA S     -  L 004                                    124 55 04.2
 AC8204:UTM  15      -  L 004                                    124 05 33.5
 AC8204
 AC8204|---------------------------------------------------------------------|
 AC8204| PID    Reference Object                     Distance      Geod. Az  |
 AC8204|                                                           dddmmss.s |
 AC8204| AU3382 L 004                               476.132 METERS 1245920.4 |
 AC8204| AC8203 51 B 002 RESET                      APPROX. 0.7 KM 3051753.5 |
 AC8204|---------------------------------------------------------------------|
 AC8204
 AC8204                          SUPERSEDED SURVEY CONTROL
 AC8204
 AC8204  ELLIP H (07/31/00)  -24.47   (m)                       GP(       ) 4 1
 AC8204
 AC8204.Superseded values are not recommended for survey control.
 AC8204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8204.See file dsdata.txt to determine how the superseded data were derived.
 AC8204
 AC8204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7502286301(NAD 83)
 AC8204_MARKER: DD = SURVEY DISK
 AC8204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8204_STAMPING: 51B003 RESET 1989
 AC8204_MARK LOGO: LADTD 
 AC8204_PROJECTION: FLUSH
 AC8204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8204+STABILITY: SURFACE MOTION
 AC8204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8204+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2000
 AC8204
 AC8204  HISTORY     - Date     Condition        Report By
 AC8204  HISTORY     - 1989     MONUMENTED       LADTD
 AC8204  HISTORY     - 20000124 GOOD             CDSMS
 AC8204
 AC8204                          STATION DESCRIPTION
 AC8204
 AC8204'DESCRIBED BY LA TRANSP AND DEV 1989 (SLC)
 AC8204'THE STATION IS LOCATED IN MORGAN CITY, ABOUT 2.2 KM (1.35 MI) EAST OF
 AC8204'THE ATCHAFALAYA RIVER BRIDGE AND ON THE SOUTH SIDE OF U.S.  HIGHWAY
 AC8204'90.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AC8204'DEVELOPMENT. TO REACH THE STATION FROM THE EAST END OF THE ATCHAFALAYA
 AC8204'RIVER BRIDGE IN MORGAN CITY, GO EAST FOR 2.2 KM (1.35 MI) ON HIGHWAY
 AC8204'90 TO THE STATION ON RIGHT, RECESSED 2 CM BELOW THE GROUND SURFACE,
 AC8204'21.3 M (69.9 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 8.7 M
 AC8204'(28.5 FT) NORTHEAST FROM THE NORTH METAL POLE FOR A BILLBOARD, 5.5 M
 AC8204'(18.0 FT) NORTHWEST FROM A POWER POLE WITH A SECURITY LIGHT, 0.6 M
 AC8204'(2.0 FT) WEST-NORTHWEST FROM A METAL WITNESS POST WITH A SIGN
 AC8204'ATTACHED, AND 0.3 METER (1.0 FT) BELOW THE HIGHWAY.
 AC8204
 AC8204                          STATION RECOVERY (2000)
 AC8204
 AC8204'RECOVERY NOTE BY CDS/MUERY SERVICES 2000 (REG)
 AC8204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0606 ***********************************************************************
 BW0606  DESIGNATION -  51 DIETZE BOLT
 BW0606  PID         -  BW0606
 BW0606  STATE/COUNTY-  LA/CONCORDIA
 BW0606  USGS QUAD   -  SPOKANE (1976)
 BW0606
 BW0606                         *CURRENT SURVEY CONTROL
 BW0606  ___________________________________________________________________
 BW0606* NAD 83(1986)-  31 41 39.     (N)    091 24 42.     (W)     SCALED    
 BW0606* NAVD 88     -        19.33   (+/-2cm)      63.4    (feet)  VERTCON   
 BW0606  ___________________________________________________________________
 BW0606  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0606
 BW0606  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0606
 BW0606.The horizontal coordinates were scaled from a topographic map and have
 BW0606.an estimated accuracy of +/- 6 seconds.
 BW0606
 BW0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0606.The vertical order pertains to the NGVD 29 superseded value.
 BW0606
 BW0606.The geoid height was determined by GEOID03.
 BW0606
 BW0606;                    North         East    Units  Estimated Accuracy
 BW0606;SPC LA N     -   132,920.    1,103,170.      MT  (+/- 180 meters Scaled)
 BW0606
 BW0606                          SUPERSEDED SURVEY CONTROL
 BW0606
 BW0606  NGVD 29 (??/??/92)   19.337  (m)           63.44   (f) ADJ UNCH    1 2
 BW0606
 BW0606.Superseded values are not recommended for survey control.
 BW0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0606.See file dsdata.txt to determine how the superseded data were derived.
 BW0606
 BW0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR505076(NAD 83)
 BW0606_MARKER: B = BOLT
 BW0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0606_SP_SET: CONCRETE BLOCK
 BW0606_STAMPING: P. B. M. 51
 BW0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0606
 BW0606  HISTORY     - Date     Condition        Report By
 BW0606  HISTORY     - UNK      MONUMENTED       DOD
 BW0606  HISTORY     - 1938     GOOD             NGS
 BW0606
 BW0606                          STATION DESCRIPTION
 BW0606
 BW0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0606'8.50 MI S FROM WATER PROOF.
 BW0606'P. B. M. IS CONCRETE BLOCK AND IRON PIPE ON THE RIGHT BANK OF MISS. IN
 BW0606'CONCORDIA PARISH LA., 3/4 MILE UPSTREAM FROM LAKE ST JOHN ON THE CANE
 BW0606'BRAKE PLANTATION.  IN A CULTIVATED FIELD 1/4 MILE DOWNSTREAM FROM THE
 BW0606'CANE BRAKE POST OFFICE AND PLANTATION HOME.  131.7 METERS FROM THE
 BW0606'CENTERLINE OF LEVEE.  89.4 METERS LANDWARD FROM CENTERLINE OF ROAD
 BW0606'WHICH RUNS PARELLEL TO LEVEE.  45.7 METERS LANDSIDE OF THE BACK FENCE
 BW0606'AROUND A CABIN.  22.9 METERS RIVERSIDE FROM A RIGHT TURN IN A FIELD
 BW0606'ROAD WHICH RUNS BACK TO CABIN 2.75 METERS DOWNSTREAM FROM THE ABOVE
 BW0606'MENTIONED ROAD.  60.7 METERS DIRECTLY IN BACK OF FIRST CABIN
 BW0606'DOWNSTREAM FROM THE JERUSALEM CHURCH.  TOP OF MARK IS 14 IN. ABOVE
 BW0606'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0605 ***********************************************************************
 BW0605  DESIGNATION -  51 DIETZE CAP
 BW0605  PID         -  BW0605
 BW0605  STATE/COUNTY-  LA/CONCORDIA
 BW0605  USGS QUAD   -  SPOKANE (1976)
 BW0605
 BW0605                         *CURRENT SURVEY CONTROL
 BW0605  ___________________________________________________________________
 BW0605* NAD 83(1986)-  31 41 39.     (N)    091 24 42.     (W)     SCALED    
 BW0605* NAVD 88     -        20.57   (+/-2cm)      67.5    (feet)  VERTCON   
 BW0605  ___________________________________________________________________
 BW0605  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0605
 BW0605  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0605
 BW0605.The horizontal coordinates were scaled from a topographic map and have
 BW0605.an estimated accuracy of +/- 6 seconds.
 BW0605
 BW0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0605.The vertical order pertains to the NGVD 29 superseded value.
 BW0605
 BW0605.The geoid height was determined by GEOID03.
 BW0605
 BW0605;                    North         East    Units  Estimated Accuracy
 BW0605;SPC LA N     -   132,920.    1,103,170.      MT  (+/- 180 meters Scaled)
 BW0605
 BW0605                          SUPERSEDED SURVEY CONTROL
 BW0605
 BW0605  NGVD 29 (??/??/92)   20.574  (m)           67.50   (f) ADJ UNCH    1 2
 BW0605
 BW0605.Superseded values are not recommended for survey control.
 BW0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0605.See file dsdata.txt to determine how the superseded data were derived.
 BW0605
 BW0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR505076(NAD 83)
 BW0605_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0605_STAMPING: P. B. M. 51
 BW0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0605
 BW0605  HISTORY     - Date     Condition        Report By
 BW0605  HISTORY     - UNK      MONUMENTED       DOD
 BW0605  HISTORY     - 1938     GOOD             NGS
 BW0605
 BW0605                          STATION DESCRIPTION
 BW0605
 BW0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0605'8.50 MI S FROM WATER PROOF.
 BW0605'P. B. M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON THE RIGHT
 BW0605'BANK OF MISS. IN CONCORDIA PARISH LA., 3/4 MILE UPSTREAM FROM LAKE ST
 BW0605'JOHN ON THE CANE BRAKE PLANTATION.  IN A CULTIVATED FIELD 1/4 MILE
 BW0605'DOWNSTREAM FROM THE CANE BRAKE POST OFFICE AND PLANTATION HOME. 131.7
 BW0605'METERS FROM THE CENTERLINE OF LEVEE.  89.4 METERS LANDWARD FROM
 BW0605'CENTERLINE OF ROAD WHICH RUNS PARELLEL TO LEVEE.  45.7 METERS LANDSIDE
 BW0605'OF THE BACK FENCE AROUND A CABIN.  22.9 METERS RIVERSIDE FROM A RIGHT
 BW0605'TURN IN A FIELD ROAD WHICH RUNS BACK TO CABIN.  2.75 METERS DOWNSTREAM
 BW0605'FROM THE ABOVE MENTIONED ROAD.  60.7 METERS DIRECTLY IN BACK OF FIRST
 BW0605'CABIN DOWNSTREAM FROM THE JERUSALEM CHURCH. TOP OF MARK IS 14 IN.
 BW0605'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3472 ***********************************************************************
 AU3472  DESIGNATION -  51 H 3
 AU3472  PID         -  AU3472
 AU3472  STATE/COUNTY-  LA/ST MARY
 AU3472  USGS QUAD   -  MORGAN CITY (1994)
 AU3472
 AU3472                         *CURRENT SURVEY CONTROL
 AU3472  ___________________________________________________________________
 AU3472* NAD 83(1992)-  29 41 30.38559(N)    091 12 55.36871(W)     ADJUSTED  
 AU3472* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 AU3472  **This station is located in a subsidence area (see below).
 AU3472  ___________________________________________________________________
 AU3472  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU3472  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU3472  DYNAMIC HT  -           5.5   (meters)      18.    (feet)  COMP
 AU3472  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 AU3472
 AU3472  HORZ ORDER  -  THIRD
 AU3472
 AU3472.The horizontal coordinates were established by classical geodetic methods
 AU3472.and adjusted by the National Geodetic Survey in January 1993..
 AU3472
 AU3472 ** The orthometric height has not been validated since last determined
 AU3472 ** by differential leveling and should not be used for control purposes.
 AU3472 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3472 ** area with valid NAVD 88 orthometric heights.
 AU3472 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3472 ** epoch indicated which incorporates improved geoid heights for the
 AU3472 ** Southern Louisiana Subsidence area.
 AU3472 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3472.The orthometric height was scaled from a topographic map.
 AU3472
 AU3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3472
 AU3472.The geoid height was determined by GEOID03.
 AU3472
 AU3472.The dynamic height is computed by dividing the NAVD 88
 AU3472.geopotential number by the normal gravity value computed on the
 AU3472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3472.degrees latitude (g = 980.6199 gals.).
 AU3472
 AU3472.The modeled gravity was interpolated from observed gravity values.
 AU3472
 AU3472;                    North         East     Units Scale Factor Converg.
 AU3472;SPC LA S     -   132,107.829 1,011,415.180   MT  0.99994020   +0 03 32.3
 AU3472;SPC LA S     -   433,423.77  3,318,284.64   sFT  0.99994020   +0 03 32.3
 AU3472;UTM  15      - 3,285,964.444   672,666.186   MT  0.99996786   +0 53 03.1
 AU3472
 AU3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3472!SPC LA S     -   1.00000314  x   0.99994020  =   0.99994334
 AU3472!UTM  15      -   1.00000314  x   0.99996786  =   0.99997100
 AU3472
 AU3472                          SUPERSEDED SURVEY CONTROL
 AU3472
 AU3472  NAD 83(1986)-  29 41 30.40956(N)    091 12 55.36508(W) AD(       ) 3
 AU3472  NGVD 29 (09/04/92)    5.5    (m)           18.     (f) VERT ANG       
 AU3472
 AU3472.Superseded values are not recommended for survey control.
 AU3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3472.See file dsdata.txt to determine how the superseded data were derived.
 AU3472
 AU3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7266685964(NAD 83)
 AU3472_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AU3472_SP_SET: RETAINING WALL
 AU3472_STAMPING: 51H3 1985
 AU3472_MARK LOGO: LADTD 
 AU3472_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3472+STABILITY: SURFACE MOTION
 AU3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3472+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1993
 AU3472
 AU3472  HISTORY     - Date     Condition        Report By
 AU3472  HISTORY     - 1985     MONUMENTED       LADTD
 AU3472  HISTORY     - 1985     GOOD             LADTD
 AU3472  HISTORY     - 19930304 GOOD             NGS
 AU3472
 AU3472                          STATION DESCRIPTION
 AU3472
 AU3472'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3472'THE STATION IS LOCATED NEAR THE WEST END OF THE TEXAS AND NEW ORLEANS
 AU3472'RAILROAD BRIDGE ACROSS THE ATCHAFALAYA RIVER AT MORGAN CITY.
 AU3472'
 AU3472'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU3472'BRIDGE IN MORGAN CITY, DRIVE WEST ON U S HIGHWAY 90 TO 5TH STREET, IN
 AU3472'BERWICK, WHICH IS JUST BEYOND THE END OF THE BRIDGE APPROACH, THENCE
 AU3472'NORTH ALONG 5TH STREET FOR 1 BLOCK TO TEXAS STREET, THENCE EAST ON
 AU3472'TEXAS STREET FOR 4 BLOCKS TO BELLEVIEW STREET, THENCE SOUTH ON
 AU3472'BELLEVIEW STREET FOR ABOUT 5 BLOCKS TO A RAILROAD BRIDGE AND CONCRETE
 AU3472'FLOOD WALL, A METAL GATE AND THE DISK SET IN THE CONCRETE FLOODWALL
 AU3472'AT THE RAILROAD TRACK CROSSING.
 AU3472'
 AU3472'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 AU3472'LADTD) DISK STAMPED---51H3 1985--- LOCATED 12.2 METERS (40. FEET) W
 AU3472'FROM THE WEST END OF RAILROAD BRIDGE, 4.6 METERS (15 FEET) S FROM THE
 AU3472'NORTH FLOOD WALL, 1.2 METERS (3.8 FEET) S FROM THE SOUTH RAIL, AND
 AU3472'0.8 METER (2.7 FEET) N FROM THE SOUTH FLOOD WALL.
 AU3472
 AU3472                          STATION RECOVERY (1985)
 AU3472
 AU3472'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 AU3472'RECOVERED IN GOOD CONDITION.
 AU3472
 AU3472                          STATION RECOVERY (1993)
 AU3472
 AU3472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3472'0.1 KM (0.05 MI) SOUTHEASTERLY ALONG FIRST STREET FROM THE POST
 AU3472'OFFICE IN MORGAN CITY, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG THE
 AU3472'SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.9 M (3.0 FT) NORTHWEST OF
 AU3472'THE SOUTHEAST END OF A CONCRETE RETAINING WALL OF A FLOOD GATE, AND
 AU3472'1.1 M (3.6 FT) SOUTHEAST OF AND LEVEL WITH THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0506 ***********************************************************************
 BJ0506  DESIGNATION -  510
 BJ0506  PID         -  BJ0506
 BJ0506  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0506  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0506
 BJ0506                         *CURRENT SURVEY CONTROL
 BJ0506  ___________________________________________________________________
 BJ0506* NAD 83(1986)-  30 31 13.     (N)    091 10 43.     (W)     SCALED    
 BJ0506* NAVD 88     -        18.726  (meters)      61.44   (feet)  ADJUSTED  
 BJ0506  ___________________________________________________________________
 BJ0506  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0506  DYNAMIC HT  -          18.701 (meters)      61.35  (feet)  COMP
 BJ0506  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ0506
 BJ0506  VERT ORDER  -  FIRST     CLASS I
 BJ0506
 BJ0506.The horizontal coordinates were scaled from a topographic map and have
 BJ0506.an estimated accuracy of +/- 6 seconds.
 BJ0506
 BJ0506.The orthometric height was determined by differential leveling
 BJ0506.and adjusted by the National Geodetic Survey in February 1994..
 BJ0506
 BJ0506.The geoid height was determined by GEOID03.
 BJ0506
 BJ0506.The dynamic height is computed by dividing the NAVD 88
 BJ0506.geopotential number by the normal gravity value computed on the
 BJ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0506.degrees latitude (g = 980.6199 gals.).
 BJ0506
 BJ0506.The modeled gravity was interpolated from observed gravity values.
 BJ0506
 BJ0506;                    North         East    Units  Estimated Accuracy
 BJ0506;SPC LA S     -   223,950.    1,014,850.      MT  (+/- 180 meters Scaled)
 BJ0506
 BJ0506                          SUPERSEDED SURVEY CONTROL
 BJ0506
 BJ0506  NGVD 29 (??/??/??)   18.703  (m)           61.36   (f) ADJUSTED    1 1
 BJ0506
 BJ0506.Superseded values are not recommended for survey control.
 BJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0506.See file dsdata.txt to determine how the superseded data were derived.
 BJ0506
 BJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP747778(NAD 83)
 BJ0506_MARKER: DD = SURVEY DISK
 BJ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0506_SP_SET: CONCRETE POST
 BJ0506_STAMPING: 510
 BJ0506_MARK LOGO: LA-033
 BJ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0506+STABILITY: SURFACE MOTION
 BJ0506
 BJ0506  HISTORY     - Date     Condition        Report By
 BJ0506  HISTORY     - UNK      MONUMENTED       LA-033
 BJ0506  HISTORY     - 1976     GOOD             NGS
 BJ0506  HISTORY     - 1981     GOOD             LADTD
 BJ0506  HISTORY     - 1983     GOOD             LADTD
 BJ0506  HISTORY     - 1987     GOOD             LA-033
 BJ0506
 BJ0506                          STATION DESCRIPTION
 BJ0506
 BJ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0506'1.1 MI SOUTH FROM SCOTLANDVILLE.
 BJ0506'0.95 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILRAOD FROM
 BJ0506'SCOTLANDVILLE SENIOR HIGH SCHOOL AT SCOTLANDVILLE, THENCE
 BJ0506'0.15 MILE EAST ALONG STATE HIGHWAY 408 (HARDING ROAD), AT THE
 BJ0506'JUNCTION OF US HIGHWAY 61 (SCENIC HIGHWAY), 25.2 FT SOUTH OF THE
 BJ0506'SOUTH CURB OF HARDING ROAD (S HIGHWAY 408) 11.6 FT NORTHEAST OF THE
 BJ0506'NORTHEAST CURB OF SCENIC HIGHWAY (US 61) 6.5 FT NORTHEAST OF THE
 BJ0506'JUNCTION POWER LINE POLE WITH LIGHT, 2.1 FT NORTH OF THE NORTHEAST
 BJ0506'CORNER OF A CONCRETE FOUNDATION OF A METAL TRAFFIC CONTROL SIGNAL
 BJ0506'BOX.ESTABLISHED BY E. BATON ROUGE PARISH
 BJ0506
 BJ0506                          STATION RECOVERY (1981)
 BJ0506
 BJ0506'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0506'RECOVERED IN GOOD CONDITION.
 BJ0506
 BJ0506                          STATION RECOVERY (1983)
 BJ0506
 BJ0506'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0506'RECOVERED IN GOOD CONDITION.
 BJ0506
 BJ0506                          STATION RECOVERY (1987)
 BJ0506
 BJ0506'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0506'RECOVERED IN GOOD CONDITION WITH AN ADDITIONAL TO REACH, AT THE
 BJ0506'INTERSECTION OF HIGHWAY 408 (HARDING BLVD) AND US HIGHWAY 61 (SCENIC
 BJ0506'HIGHWAY), 1.5 KM (0.95 MI) SOUTH ALONG STATE HIGHWAY 19 FROM THE
 BJ0506'SCOTLANDVILLE MAGNET HIGH SCHOOL TO A REVERSE Y AND US HIGHWAY 61,
 BJ0506'CONTINUE SOUTH, 0.24 KM (0.15 MI) TO HARDING BLVD AND THE BENCH MARK
 BJ0506'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3974 ***********************************************************************
 BJ3974  DESIGNATION -  517
 BJ3974  PID         -  BJ3974
 BJ3974  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3974  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3974
 BJ3974                         *CURRENT SURVEY CONTROL
 BJ3974  ___________________________________________________________________
 BJ3974* NAD 83(1986)-  30 31 41.     (N)    091 11 06.     (W)     SCALED    
 BJ3974* NAVD 88     -        19.462  (meters)      63.85   (feet)  ADJUSTED  
 BJ3974  ___________________________________________________________________
 BJ3974  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3974  DYNAMIC HT  -          19.437 (meters)      63.77  (feet)  COMP
 BJ3974  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BJ3974
 BJ3974  VERT ORDER  -  SECOND    CLASS II
 BJ3974
 BJ3974.The horizontal coordinates were scaled from a topographic map and have
 BJ3974.an estimated accuracy of +/- 6 seconds.
 BJ3974
 BJ3974.The orthometric height was determined by differential leveling
 BJ3974.and adjusted by the National Geodetic Survey in February 1994..
 BJ3974
 BJ3974.The geoid height was determined by GEOID03.
 BJ3974
 BJ3974.The dynamic height is computed by dividing the NAVD 88
 BJ3974.geopotential number by the normal gravity value computed on the
 BJ3974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3974.degrees latitude (g = 980.6199 gals.).
 BJ3974
 BJ3974.The modeled gravity was interpolated from observed gravity values.
 BJ3974
 BJ3974;                    North         East    Units  Estimated Accuracy
 BJ3974;SPC LA S     -   224,810.    1,014,240.      MT  (+/- 180 meters Scaled)
 BJ3974
 BJ3974                          SUPERSEDED SURVEY CONTROL
 BJ3974
 BJ3974.No superseded survey control is available for this station.
 BJ3974
 BJ3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP741787(NAD 83)
 BJ3974_MARKER: DB = BENCH MARK DISK
 BJ3974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3974_SP_SET: CONCRETE POST
 BJ3974_STAMPING: 517 1959
 BJ3974_MARK LOGO: LA-033
 BJ3974_PROJECTION: FLUSH
 BJ3974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3974+STABILITY: SURFACE MOTION
 BJ3974
 BJ3974  HISTORY     - Date     Condition        Report By
 BJ3974  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3974  HISTORY     - 1987     GOOD             LA-033
 BJ3974
 BJ3974                          STATION DESCRIPTION
 BJ3974
 BJ3974'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3974'IN SCOTLANDVILLE.
 BJ3974'AT THE INTERSECTION OF ROSENWALD AND LEWIS STREET IN THE NORTHWEST
 BJ3974'SECTION OF SCOTLANDVILLE, 11.3 METERS (37 FT) WEST OF THE CONCRETE
 BJ3974'DRIVEWAY TO THE SCOTLANDVILLE FIRE STATION, 7.9 METERS (26 FT) EAST
 BJ3974'OF THE CENTER OF LEWIS STREET, 7.6 METERS (25 FT) NORTH OF THE CENTER
 BJ3974'OF ROSENWALD STREET AND 2.1 METERS (7 FT) NORTHEAST OF A FIRE
 BJ3974'HYDRANT.
 BJ3974'THE MARK IS 1.52 METERS  E FROM A WITNESS POST.
 BJ3974'THE MARK IS ABOVE LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2384 ***********************************************************************
 AU2384  DESIGNATION -  51A001 LADH 1969
 AU2384  PID         -  AU2384
 AU2384  STATE/COUNTY-  LA/ST MARY
 AU2384  USGS QUAD   -  PATTERSON (1994)
 AU2384
 AU2384                         *CURRENT SURVEY CONTROL
 AU2384  ___________________________________________________________________
 AU2384* NAD 83(1992)-  29 40 46.46399(N)    091 17 45.91503(W)     ADJUSTED  
 AU2384* NAVD 88     -         2.4  **(meters)       8.   **(feet)  VERTCON   
 AU2384  **This station is located in a subsidence area (see below).
 AU2384  ___________________________________________________________________
 AU2384  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU2384  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU2384
 AU2384  HORZ ORDER  -  SECOND
 AU2384
 AU2384.The horizontal coordinates were established by classical geodetic methods
 AU2384.and adjusted by the National Geodetic Survey in January 1993..
 AU2384
 AU2384 ** The orthometric height has not been validated since last determined
 AU2384 ** by differential leveling and should not be used for control purposes.
 AU2384 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2384 ** area with valid NAVD 88 orthometric heights.
 AU2384 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2384 ** epoch indicated which incorporates improved geoid heights for the
 AU2384 ** Southern Louisiana Subsidence area.
 AU2384 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2384
 AU2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2384
 AU2384.The geoid height was determined by GEOID03.
 AU2384
 AU2384;                    North         East     Units Scale Factor Converg.
 AU2384;SPC LA S     -   130,750.235 1,003,604.989   MT  0.99994137   +0 01 07.0
 AU2384;SPC LA S     -   428,969.73  3,292,660.70   sFT  0.99994137   +0 01 07.0
 AU2384;UTM  15      - 3,284,494.488   664,876.274   MT  0.99993542   +0 50 38.0
 AU2384
 AU2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2384!SPC LA S     -   1.00000363  x   0.99994137  =   0.99994500
 AU2384!UTM  15      -   1.00000363  x   0.99993542  =   0.99993905
 AU2384
 AU2384:                Primary Azimuth Mark                     Grid Az
 AU2384:SPC LA S     -  51A003                                   103 47 29.8
 AU2384:UTM  15      -  51A003                                   102 57 58.8
 AU2384
 AU2384|---------------------------------------------------------------------|
 AU2384| PID    Reference Object                     Distance      Geod. Az  |
 AU2384|                                                           dddmmss.s |
 AU2384| AU2382 51A003                              APPROX. 1.0 KM 1034836.8 |
 AU2384| AU2383 51A002 LADH 1969                    498.564 METERS 1131919.8 |
 AU2384| AU2385 IDLEWILD RM 4 1948                  APPROX. 1.8 KM 1791605.7 |
 AU2384|---------------------------------------------------------------------|
 AU2384
 AU2384                          SUPERSEDED SURVEY CONTROL
 AU2384
 AU2384  NAD 83(1986)-  29 40 46.48853(N)    091 17 45.91391(W) AD(       ) 2
 AU2384  NAD 27      -  29 40 45.73716(N)    091 17 45.53705(W) AD(       ) 2
 AU2384  NGVD 29 (07/19/86)    2.5    (m)            8.     (f) VERT ANG       
 AU2384
 AU2384.Superseded values are not recommended for survey control.
 AU2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2384.See file dsdata.txt to determine how the superseded data were derived.
 AU2384
 AU2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6487684494(NAD 83)
 AU2384_MARKER: DD = SURVEY DISK
 AU2384_SETTING: 0 = UNSPECIFIED SETTING
 AU2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2384
 AU2384  HISTORY     - Date     Condition        Report By
 AU2384  HISTORY     - 1969     MONUMENTED       LADTD
 AU2384
 AU2384                          STATION DESCRIPTION
 AU2384
 AU2384'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2384'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF MORGAN
 AU2384'CITY AND ABOUT 1 MILE SOUTHEAST OF PATTERSON ON THE SOUTHWEST SIDE
 AU2384'OF U.S. HIGHWAY 90.
 AU2384'
 AU2384'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AU2384'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A001 1969, IS
 AU2384'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 AU2384'THE GROUND.  THE MARK IS 3 FEET WEST OF A METAL WITNESS POST AND
 AU2384'SIGN, 33 FEET WEST OF THE CENTER OF A FIELD ROAD NEAR A RAILROAD
 AU2384'CROSSING, 16.9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTHERN
 AU2384'PACIFIC RAILROAD, 38 FEET EAST OF A POWER POLE ON THE NORTH SIDE
 AU2384'OF THE RAILROAD AND 162 FEET SOUTH OF THE CENTER OF THE EAST
 AU2384'BOUND LANE OF U.S. HIGHWAY 90.  THE STATION IS NEAR A SUGAR
 AU2384'CANE FIELD.
 AU2384'
 AU2384'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2384'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 FOR 5.20
 AU2384'MILES TO THE STATION WHICH IS SOUTH OF THE RAILROAD NEAR A FIELD
 AU2384'CROSSING.
 AU2384'
 AU2384'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2383 ***********************************************************************
 AU2383  DESIGNATION -  51A002 LADH 1969
 AU2383  PID         -  AU2383
 AU2383  STATE/COUNTY-  LA/ST MARY
 AU2383  USGS QUAD   -  PATTERSON (1994)
 AU2383
 AU2383                         *CURRENT SURVEY CONTROL
 AU2383  ___________________________________________________________________
 AU2383* NAD 83(1992)-  29 40 40.05328(N)    091 17 28.88776(W)     ADJUSTED  
 AU2383* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 AU2383  **This station is located in a subsidence area (see below).
 AU2383  ___________________________________________________________________
 AU2383  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU2383  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU2383
 AU2383  HORZ ORDER  -  SECOND
 AU2383
 AU2383.The horizontal coordinates were established by classical geodetic methods
 AU2383.and adjusted by the National Geodetic Survey in January 1993..
 AU2383
 AU2383 ** The orthometric height has not been validated since last determined
 AU2383 ** by differential leveling and should not be used for control purposes.
 AU2383 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2383 ** area with valid NAVD 88 orthometric heights.
 AU2383 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2383 ** epoch indicated which incorporates improved geoid heights for the
 AU2383 ** Southern Louisiana Subsidence area.
 AU2383 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2383
 AU2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2383
 AU2383.The geoid height was determined by GEOID03.
 AU2383
 AU2383;                    North         East     Units Scale Factor Converg.
 AU2383;SPC LA S     -   130,553.014 1,004,062.853   MT  0.99994154   +0 01 15.6
 AU2383;SPC LA S     -   428,322.68  3,294,162.88   sFT  0.99994154   +0 01 15.6
 AU2383;UTM  15      - 3,284,303.882   665,336.930   MT  0.99993730   +0 50 46.2
 AU2383
 AU2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2383!SPC LA S     -   1.00000374  x   0.99994154  =   0.99994528
 AU2383!UTM  15      -   1.00000374  x   0.99993730  =   0.99994104
 AU2383
 AU2383:                Primary Azimuth Mark                     Grid Az
 AU2383:SPC LA S     -  51A003                                   094 07 02.0
 AU2383:UTM  15      -  51A003                                   093 17 31.4
 AU2383
 AU2383|---------------------------------------------------------------------|
 AU2383| PID    Reference Object                     Distance      Geod. Az  |
 AU2383|                                                           dddmmss.s |
 AU2383| AU2382 51A003                              490.272 METERS 0940817.6 |
 AU2383| AU2385 IDLEWILD RM 4 1948                  APPROX. 1.7 KM 1950820.1 |
 AU2383| AU2384 51A001 LADH 1969                    498.564 METERS 2931928.3 |
 AU2383|---------------------------------------------------------------------|
 AU2383
 AU2383                          SUPERSEDED SURVEY CONTROL
 AU2383
 AU2383  NAD 83(1986)-  29 40 40.07773(N)    091 17 28.88659(W) AD(       ) 2
 AU2383  NAD 27      -  29 40 39.32621(N)    091 17 28.51004(W) AD(       ) 2
 AU2383  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 AU2383
 AU2383.Superseded values are not recommended for survey control.
 AU2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2383.See file dsdata.txt to determine how the superseded data were derived.
 AU2383
 AU2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6533784304(NAD 83)
 AU2383_MARKER: DD = SURVEY DISK
 AU2383_SETTING: 0 = UNSPECIFIED SETTING
 AU2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2383
 AU2383  HISTORY     - Date     Condition        Report By
 AU2383  HISTORY     - 1969     MONUMENTED       LADTD
 AU2383
 AU2383                          STATION DESCRIPTION
 AU2383
 AU2383'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2383'THE STATION IS LOCATED ABOUT 4.7 MILES WEST OF BERWICK AND 1.3
 AU2383'MILES SOUTHEAST OF PATTERSON ON THE SOUTH SIDE OF U.S. HIGHWAY 90.
 AU2383'
 AU2383'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AU2383'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A002 1969, IS
 AU2383'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AU2383'GROUND.  THE MARK IS 90.4 FEET SOUTH OF THE CENTER OF THE EAST
 AU2383'BOUND LANE OF U.S. HIGHWAY 90, 37 FEET SOUTH OF THE SOUTH RAIL OF
 AU2383'THE SOUTHERN PACIFIC RAILROAD, 32.8 FEET SOUTHEAST OF
 AU2383'TELEPHONE POLE NUMBER 33.03, 13 FEET WEST OF THE CENTER OF A
 AU2383'SHELL ROAD LEADING TO A HOUSE AND 69 FEET NORTHWEST OF A 20
 AU2383'INCH PECAN TREE
 AU2383'
 AU2383'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2383'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 FOR 4.90
 AU2383'MILES TO THE STATION WHICH IS SOUTH OF THE HIGHWAY AND SOUTH OF
 AU2383'THE RAILROAD NEAR A GRADE CROSSING.
 AU2383'
 AU2383'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2382 ***********************************************************************
 AU2382  DESIGNATION -  51A003
 AU2382  PID         -  AU2382
 AU2382  STATE/COUNTY-  LA/ST MARY
 AU2382  USGS QUAD   -  PATTERSON (1994)
 AU2382
 AU2382                         *CURRENT SURVEY CONTROL
 AU2382  ___________________________________________________________________
 AU2382* NAD 83(1992)-  29 40 38.90391(N)    091 17 10.70144(W)     ADJUSTED  
 AU2382* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2382  **This station is located in a subsidence area (see below).
 AU2382  ___________________________________________________________________
 AU2382  X           -    -124,499.315 (meters)                     COMP
 AU2382  Y           -  -5,544,627.080 (meters)                     COMP
 AU2382  Z           -   3,139,349.630 (meters)                     COMP
 AU2382  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2382  ELLIP HEIGHT-         -23.87  (meters)          (02/20/02) GPS OBS
 AU2382  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU2382
 AU2382  HORZ ORDER  -  FIRST
 AU2382  ELLP ORDER  -  FOURTH    CLASS I
 AU2382
 AU2382.The horizontal coordinates were established by GPS observations
 AU2382.and adjusted by the National Geodetic Survey in July 2000..
 AU2382
 AU2382 ** The orthometric height has not been validated since last determined
 AU2382 ** by differential leveling and should not be used for control purposes.
 AU2382 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2382 ** area with valid NAVD 88 orthometric heights.
 AU2382 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2382 ** epoch indicated which incorporates improved geoid heights for the
 AU2382 ** Southern Louisiana Subsidence area.
 AU2382 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2382.The orthometric height was scaled from a topographic map.
 AU2382
 AU2382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2382
 AU2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2382
 AU2382.The ellipsoidal height was determined by GPS observations
 AU2382.and is referenced to NAD 83.
 AU2382
 AU2382.The geoid height was determined by GEOID03.
 AU2382
 AU2382;                    North         East     Units Scale Factor Converg.
 AU2382;SPC LA S     -   130,517.815 1,004,551.831   MT  0.99994157   +0 01 24.7
 AU2382;SPC LA S     -   428,207.20  3,295,767.13   sFT  0.99994157   +0 01 24.7
 AU2382;UTM  15      - 3,284,275.730   665,826.362   MT  0.99993930   +0 50 55.2
 AU2382
 AU2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2382!SPC LA S     -   1.00000375  x   0.99994157  =   0.99994532
 AU2382!UTM  15      -   1.00000375  x   0.99993930  =   0.99994305
 AU2382
 AU2382:                Primary Azimuth Mark                     Grid Az
 AU2382:SPC LA S     -  51A004                                   077 59 07.7
 AU2382:UTM  15      -  51A004                                   077 09 37.2
 AU2382
 AU2382|---------------------------------------------------------------------|
 AU2382| PID    Reference Object                     Distance      Geod. Az  |
 AU2382|                                                           dddmmss.s |
 AU2382| AU2381 51A004                              APPROX. 1.3 KM 0780032.4 |
 AU2382| AU2383 51A002 LADH 1969                    490.272 METERS 2740826.6 |
 AU2382|---------------------------------------------------------------------|
 AU2382
 AU2382                          SUPERSEDED SURVEY CONTROL
 AU2382
 AU2382  ELLIP H (07/31/00)  -23.81   (m)                       GP(       ) 4 1
 AU2382  NAD 83(1992)-  29 40 38.90373(N)    091 17 10.70089(W) AD(       ) 2
 AU2382  NAD 83(1986)-  29 40 38.92812(N)    091 17 10.69948(W) AD(       ) 2
 AU2382  NAD 27      -  29 40 38.17665(N)    091 17 10.32316(W) AD(       ) 2
 AU2382  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AU2382
 AU2382.Superseded values are not recommended for survey control.
 AU2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2382.See file dsdata.txt to determine how the superseded data were derived.
 AU2382
 AU2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6582684276(NAD 83)
 AU2382_MARKER: DD = SURVEY DISK
 AU2382_SETTING: 0 = UNSPECIFIED SETTING
 AU2382_SP_SET: UNSPECIFIED SETTING
 AU2382_STAMPING: 51A003
 AU2382_MARK LOGO: LADHGS
 AU2382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2382+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU2382
 AU2382  HISTORY     - Date     Condition        Report By
 AU2382  HISTORY     - 1969     MONUMENTED       LADTD
 AU2382  HISTORY     - 19991130 GOOD             CDSMS
 AU2382
 AU2382                          STATION DESCRIPTION
 AU2382
 AU2382'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2382'THE STATION IS LOCATED ABOUT 4.3 MILES WEST-SOUTHWEST OF BERWICK
 AU2382'AND ABOUT 1.5 MILES SOUTHEAST OF PATTERSON.  IT IS ON THE SOUTH
 AU2382'SIDE OF U.S. HIGHWAY 90.
 AU2382'
 AU2382'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AU2382'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A003 1969, IS
 AU2382'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 AU2382'THE GROUND.  THE MARK IS 2 FEET WEST OF A METAL WITNESS POST AND
 AU2382'SIGN, 40.9 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 AU2382'U.S. HIGHWAY 90, 17.3 FEET EAST OF TELEPHONE POLE NO. F 28, 27.6
 AU2382'FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC RAILROAD
 AU2382'AND 36.6 FEET NORTHWEST OF A SMALL RAILROAD CROSSING WARNING
 AU2382'SIGN.
 AU2382'
 AU2382'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2382'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 FOR 4.60
 AU2382'MILES TO THE STATION WHICH IS SOUTH OF THE HIGHWAY NEAR
 AU2382'THE RAILROAD.
 AU2382'
 AU2382'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AU2382
 AU2382                          STATION RECOVERY (1999)
 AU2382
 AU2382'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU2382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2381 ***********************************************************************
 AU2381  DESIGNATION -  51A004
 AU2381  PID         -  AU2381
 AU2381  STATE/COUNTY-  LA/ST MARY
 AU2381  USGS QUAD   -  PATTERSON (1994)
 AU2381
 AU2381                         *CURRENT SURVEY CONTROL
 AU2381  ___________________________________________________________________
 AU2381* NAD 83(1992)-  29 40 47.42164(N)    091 16 24.76350(W)     ADJUSTED  
 AU2381* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2381  **This station is located in a subsidence area (see below).
 AU2381  ___________________________________________________________________
 AU2381  X           -    -123,261.540 (meters)                     COMP
 AU2381  Y           -  -5,544,523.819 (meters)                     COMP
 AU2381  Z           -   3,139,576.908 (meters)                     COMP
 AU2381  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2381  ELLIP HEIGHT-         -25.05  (meters)          (02/20/02) GPS OBS
 AU2381  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU2381
 AU2381  HORZ ORDER  -  FIRST
 AU2381  ELLP ORDER  -  FOURTH    CLASS I
 AU2381
 AU2381.The horizontal coordinates were established by GPS observations
 AU2381.and adjusted by the National Geodetic Survey in July 2000..
 AU2381
 AU2381 ** The orthometric height has not been validated since last determined
 AU2381 ** by differential leveling and should not be used for control purposes.
 AU2381 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2381 ** area with valid NAVD 88 orthometric heights.
 AU2381 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2381 ** epoch indicated which incorporates improved geoid heights for the
 AU2381 ** Southern Louisiana Subsidence area.
 AU2381 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2381.The orthometric height was scaled from a topographic map.
 AU2381
 AU2381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2381
 AU2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2381
 AU2381.The ellipsoidal height was determined by GPS observations
 AU2381.and is referenced to NAD 83.
 AU2381
 AU2381.The geoid height was determined by GEOID03.
 AU2381
 AU2381;                    North         East     Units Scale Factor Converg.
 AU2381;SPC LA S     -   130,780.644 1,005,786.801   MT  0.99994134   +0 01 47.6
 AU2381;SPC LA S     -   429,069.50  3,299,818.86   sFT  0.99994134   +0 01 47.6
 AU2381;UTM  15      - 3,284,556.316   667,057.419   MT  0.99994435   +0 51 18.2
 AU2381
 AU2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2381!SPC LA S     -   1.00000393  x   0.99994134  =   0.99994527
 AU2381!UTM  15      -   1.00000393  x   0.99994435  =   0.99994828
 AU2381
 AU2381:                Primary Azimuth Mark                     Grid Az
 AU2381:SPC LA S     -  51A003                                   257 59 07.6
 AU2381:UTM  15      -  51A003                                   257 09 37.0
 AU2381
 AU2381|---------------------------------------------------------------------|
 AU2381| PID    Reference Object                     Distance      Geod. Az  |
 AU2381|                                                           dddmmss.s |
 AU2381| AU2382 51A003                              APPROX. 1.3 KM 2580055.2 |
 AU2381|---------------------------------------------------------------------|
 AU2381
 AU2381                          SUPERSEDED SURVEY CONTROL
 AU2381
 AU2381  ELLIP H (07/31/00)  -25.00   (m)                       GP(       ) 4 1
 AU2381  NAD 83(1992)-  29 40 47.42196(N)    091 16 24.76301(W) AD(       ) 2
 AU2381  NAD 83(1986)-  29 40 47.44635(N)    091 16 24.76117(W) AD(       ) 2
 AU2381  NAD 27      -  29 40 46.69553(N)    091 16 24.38566(W) AD(       ) 2
 AU2381  NGVD 29 (07/19/86)    0.5    (m)            2.     (f) VERT ANG       
 AU2381
 AU2381.Superseded values are not recommended for survey control.
 AU2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2381.See file dsdata.txt to determine how the superseded data were derived.
 AU2381
 AU2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6705784556(NAD 83)
 AU2381_MARKER: DD = SURVEY DISK
 AU2381_SETTING: 0 = UNSPECIFIED SETTING
 AU2381_SP_SET: UNSPECIFIED SETTING
 AU2381_STAMPING: 51A004
 AU2381_MARK LOGO: LADHGS
 AU2381_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2381+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU2381
 AU2381  HISTORY     - Date     Condition        Report By
 AU2381  HISTORY     - 1969     MONUMENTED       LADTD
 AU2381  HISTORY     - 19991130 GOOD             CDSMS
 AU2381
 AU2381                          STATION DESCRIPTION
 AU2381
 AU2381'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2381'THE STATION IS LOCATED ABOUT 3.5 MILES WEST-SOUTHWEST OF
 AU2381'BERWICK ON THE SOUTH SIDE OF U.S. HIGHWAY 90.
 AU2381'
 AU2381'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AU2381'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A004 1969, IS
 AU2381'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 AU2381'THE SURFACE OF THE GROUND.  THE MARK IS 83.6 FEET SOUTH OF THE
 AU2381'CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 90, 28.8 FEET EAST
 AU2381'OF THE CENTER OF A GRAVELED ROAD LEADING TO A TANK FARM, 24.4 FEET
 AU2381'NORTHEAST OF THE EAST END OF A CULVERT UNDER THE GRAVEL ROAD,
 AU2381'28.9 FEET NORTHWEST OF A TELEGRAPH POLE, 46.8 FEET NORTH OF
 AU2381'THE NORTH RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 2 FEET
 AU2381'WEST OF A METAL WITNESS POST AND SIGN.
 AU2381'
 AU2381'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2381'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 FOR
 AU2381'3.85 MILES TO THE STATION WHICH IS ON THE SOUTH SIDE OF THE
 AU2381'HIGHWAY NEAR A GRAVELED ROAD LEADING TO A GROUP OF OIL BULK TANKS.
 AU2381
 AU2381                          STATION RECOVERY (1999)
 AU2381
 AU2381'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2380 ***********************************************************************
 AU2380  DESIGNATION -  51A005
 AU2380  PID         -  AU2380
 AU2380  STATE/COUNTY-  LA/ST MARY
 AU2380  USGS QUAD   -  PATTERSON (1994)
 AU2380
 AU2380                         *CURRENT SURVEY CONTROL
 AU2380  ___________________________________________________________________
 AU2380* NAD 83(1992)-  29 40 59.25367(N)    091 15 40.85266(W)     ADJUSTED  
 AU2380* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2380  **This station is located in a subsidence area (see below).
 AU2380  ___________________________________________________________________
 AU2380  X           -    -122,077.226 (meters)                     COMP
 AU2380  Y           -  -5,544,370.037 (meters)                     COMP
 AU2380  Z           -   3,139,893.686 (meters)                     COMP
 AU2380  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2380  ELLIP HEIGHT-         -24.52  (meters)          (02/20/02) GPS OBS
 AU2380  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU2380
 AU2380  HORZ ORDER  -  FIRST
 AU2380  ELLP ORDER  -  FOURTH    CLASS I
 AU2380
 AU2380.The horizontal coordinates were established by GPS observations
 AU2380.and adjusted by the National Geodetic Survey in July 2000..
 AU2380
 AU2380 ** The orthometric height has not been validated since last determined
 AU2380 ** by differential leveling and should not be used for control purposes.
 AU2380 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2380 ** area with valid NAVD 88 orthometric heights.
 AU2380 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2380 ** epoch indicated which incorporates improved geoid heights for the
 AU2380 ** Southern Louisiana Subsidence area.
 AU2380 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2380.The orthometric height was scaled from a topographic map.
 AU2380
 AU2380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2380
 AU2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2380
 AU2380.The ellipsoidal height was determined by GPS observations
 AU2380.and is referenced to NAD 83.
 AU2380
 AU2380.The geoid height was determined by GEOID03.
 AU2380
 AU2380;                    North         East     Units Scale Factor Converg.
 AU2380;SPC LA S     -   131,145.619 1,006,967.149   MT  0.99994102   +0 02 09.6
 AU2380;SPC LA S     -   430,266.92  3,303,691.39   sFT  0.99994102   +0 02 09.6
 AU2380;UTM  15      - 3,284,938.255   668,232.395   MT  0.99994921   +0 51 40.3
 AU2380
 AU2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2380!SPC LA S     -   1.00000385  x   0.99994102  =   0.99994487
 AU2380!UTM  15      -   1.00000385  x   0.99994921  =   0.99995306
 AU2380
 AU2380:                Primary Azimuth Mark                     Grid Az
 AU2380:SPC LA S     -  51A004                                   252 49 04.2
 AU2380:UTM  15      -  51A004                                   251 59 33.5
 AU2380
 AU2380|---------------------------------------------------------------------|
 AU2380| PID    Reference Object                     Distance      Geod. Az  |
 AU2380|                                                           dddmmss.s |
 AU2380| AU2381 51A004                              APPROX. 1.2 KM 2525113.8 |
 AU2380|---------------------------------------------------------------------|
 AU2380
 AU2380                          SUPERSEDED SURVEY CONTROL
 AU2380
 AU2380  ELLIP H (07/31/00)  -24.46   (m)                       GP(       ) 4 1
 AU2380  NAD 83(1992)-  29 40 59.25544(N)    091 15 40.85229(W) AD(       ) 2
 AU2380  NAD 83(1986)-  29 40 59.27976(N)    091 15 40.85045(W) AD(       ) 2
 AU2380  NAD 27      -  29 40 58.52955(N)    091 15 40.47628(W) AD(       ) 2
 AU2380  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 AU2380
 AU2380.Superseded values are not recommended for survey control.
 AU2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2380.See file dsdata.txt to determine how the superseded data were derived.
 AU2380
 AU2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6823284938(NAD 83)
 AU2380_MARKER: DD = SURVEY DISK
 AU2380_SETTING: 0 = UNSPECIFIED SETTING
 AU2380_SP_SET: UNSPECIFIED SETTING
 AU2380_STAMPING: 51A005
 AU2380_MARK LOGO: LADHGS
 AU2380_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2380+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU2380
 AU2380  HISTORY     - Date     Condition        Report By
 AU2380  HISTORY     - 1969     MONUMENTED       LADTD
 AU2380  HISTORY     - 19991130 GOOD             CDSMS
 AU2380
 AU2380                          STATION DESCRIPTION
 AU2380
 AU2380'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2380'THE STATION IS LOCATED ABOUT 2.8 MILES WEST-SOUTHWEST OF BERWICK
 AU2380'ON THE NORTH SIDE OF U.S. HIGHWAY 90.
 AU2380'
 AU2380'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2380'U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A005 1969, IS SET
 AU2380'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 AU2380'THE GROUND.  THE MARK IS 1.5 FEET SOUTH OF A METAL WITNESS POST
 AU2380'AND SIGN, 28 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE OF A
 AU2380'STREET LEADING TO THE BAYOU VISTA SUBDIVISION, 29.1 FEET WEST OF
 AU2380'THE CENTER OF THE NORTH BOUND LANE OF A STREET LEADING FROM THE
 AU2380'BAYOU VISTA SUBDIVISION, 95.6 FEET NORTH OF THE CENTER OF THE
 AU2380'WEST BOUND LANE OF U.S. HIGHWAY 90, 11.8 FEET SOUTHWEST OF
 AU2380'THE CENTER OF A METAL MANHOLE COVER AND 52.8 FEET SOUTHEAST
 AU2380'OF A SOUTH CENTRAL BELL TELEPHONE JUNCTION BOX FOR AN UNDERGROUND
 AU2380'CABLE.
 AU2380'
 AU2380'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2380'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 FOR 3.05
 AU2380'MILES TO THE STATION WHICH IS ON THE NORTH SIDE OF THE HIGHWAY IN
 AU2380'THE MEDIAN OF A STREET LEADING TO THE BAYOU VISTA SUBDIVISION.
 AU2380
 AU2380                          STATION RECOVERY (1999)
 AU2380
 AU2380'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU2380'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU2380'RECOVERED AS DESCRIBED IN 1969 DESCRIPTION EXCEPT THAT ROAD LEADING TO
 AU2380'THE BAYOU VISTA SUBDIVISION IS NOW NAMED SOUTHEAST ROAD AND WITNESS
 AU2380'POST IS NOW NORTHWEST OF MONUMENT 7 FEET.
 AU2380' 
 AU2380'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2367 ***********************************************************************
 AU2367  DESIGNATION -  51A006 LADH 1969
 AU2367  PID         -  AU2367
 AU2367  STATE/COUNTY-  LA/ST MARY
 AU2367  USGS QUAD   -  MORGAN CITY (1994)
 AU2367
 AU2367                         *CURRENT SURVEY CONTROL
 AU2367  ___________________________________________________________________
 AU2367* NAD 83(1992)-  29 41 20.29175(N)    091 14 22.52573(W)     ADJUSTED  
 AU2367* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AU2367  **This station is located in a subsidence area (see below).
 AU2367  ___________________________________________________________________
 AU2367  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2367  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU2367
 AU2367  HORZ ORDER  -  SECOND
 AU2367
 AU2367.The horizontal coordinates were established by classical geodetic methods
 AU2367.and adjusted by the National Geodetic Survey in January 1993..
 AU2367
 AU2367 ** The orthometric height has not been validated since last determined
 AU2367 ** by differential leveling and should not be used for control purposes.
 AU2367 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2367 ** area with valid NAVD 88 orthometric heights.
 AU2367 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2367 ** epoch indicated which incorporates improved geoid heights for the
 AU2367 ** Southern Louisiana Subsidence area.
 AU2367 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2367
 AU2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2367
 AU2367.The geoid height was determined by GEOID03.
 AU2367
 AU2367;                    North         East     Units Scale Factor Converg.
 AU2367;SPC LA S     -   131,794.885 1,009,072.430   MT  0.99994047   +0 02 48.7
 AU2367;SPC LA S     -   432,397.05  3,310,598.46   sFT  0.99994047   +0 02 48.7
 AU2367;UTM  15      - 3,285,617.783   670,328.134   MT  0.99995797   +0 52 19.7
 AU2367
 AU2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2367!SPC LA S     -   1.00000390  x   0.99994047  =   0.99994437
 AU2367!UTM  15      -   1.00000390  x   0.99995797  =   0.99996187
 AU2367
 AU2367:                Primary Azimuth Mark                     Grid Az
 AU2367:SPC LA S     -  51T1 LADH 1969                           252 32 42.6
 AU2367:UTM  15      -  51T1 LADH 1969                           251 43 11.6
 AU2367
 AU2367|---------------------------------------------------------------------|
 AU2367| PID    Reference Object                     Distance      Geod. Az  |
 AU2367|                                                           dddmmss.s |
 AU2367| AU2368 51T1 LADH 1969                      APPROX. 1.0 KM 2523531.3 |
 AU2367|---------------------------------------------------------------------|
 AU2367
 AU2367                          SUPERSEDED SURVEY CONTROL
 AU2367
 AU2367  NAD 83(1986)-  29 41 20.31613(N)    091 14 22.52315(W) AD(       ) 2
 AU2367  NAD 27      -  29 41 19.56716(N)    091 14 22.15032(W) AD(       ) 2
 AU2367  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 AU2367
 AU2367.Superseded values are not recommended for survey control.
 AU2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2367.See file dsdata.txt to determine how the superseded data were derived.
 AU2367
 AU2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7032885618(NAD 83)
 AU2367_MARKER: DD = SURVEY DISK
 AU2367_SETTING: 0 = UNSPECIFIED SETTING
 AU2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2367
 AU2367  HISTORY     - Date     Condition        Report By
 AU2367  HISTORY     - 1969     MONUMENTED       LADTD
 AU2367
 AU2367                          STATION DESCRIPTION
 AU2367
 AU2367'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2367'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF BERWICK AND ABOUT
 AU2367'3.8 MILES EAST OF PATTERSON.  IT IS ON THE NORTH SIDE OF
 AU2367'U.S. HIGHWAY 90.
 AU2367'
 AU2367'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AU2367'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A006 1969, IS
 AU2367'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 AU2367'GROUND.  THE MARK IS 2 FEET WEST OF A METAL WITNESS POST AND SIGN,
 AU2367'21 FEET WEST OF A DITCH, 68.7 FEET NORTHWEST OF THE WEST CORNER
 AU2367'OF THE HEADWALL FOR A CROSS-DRAIN UNDER U.S. HIGHWAY 90, 94 FEET
 AU2367'NORTH OF THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 90,
 AU2367'8 FEET SOUTH OF THE WOODS LINE AND 147 FEET EAST OF A SOUTH
 AU2367'CENTRAL BELL TELEPHONE JUNCTION BOX MOUNTED ON A POLE.
 AU2367'
 AU2367'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2367'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 FOR 1.75
 AU2367'MILES TO THE STATION WHICH IS ON THE NORTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2366 ***********************************************************************
 AU2366  DESIGNATION -  51A007 LADH 1969
 AU2366  PID         -  AU2366
 AU2366  STATE/COUNTY-  LA/ST MARY
 AU2366  USGS QUAD   -  MORGAN CITY (1994)
 AU2366
 AU2366                         *CURRENT SURVEY CONTROL
 AU2366  ___________________________________________________________________
 AU2366* NAD 83(1992)-  29 41 24.52906(N)    091 13 48.95466(W)     ADJUSTED  
 AU2366* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AU2366  **This station is located in a subsidence area (see below).
 AU2366  ___________________________________________________________________
 AU2366  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2366  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU2366
 AU2366  HORZ ORDER  -  SECOND
 AU2366
 AU2366.The horizontal coordinates were established by classical geodetic methods
 AU2366.and adjusted by the National Geodetic Survey in January 1993..
 AU2366
 AU2366 ** The orthometric height has not been validated since last determined
 AU2366 ** by differential leveling and should not be used for control purposes.
 AU2366 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2366 ** area with valid NAVD 88 orthometric heights.
 AU2366 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2366 ** epoch indicated which incorporates improved geoid heights for the
 AU2366 ** Southern Louisiana Subsidence area.
 AU2366 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2366
 AU2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2366
 AU2366.The geoid height was determined by GEOID03.
 AU2366
 AU2366;                    North         East     Units Scale Factor Converg.
 AU2366;SPC LA S     -   131,926.122 1,009,974.814   MT  0.99994036   +0 03 05.5
 AU2366;SPC LA S     -   432,827.62  3,313,559.04   sFT  0.99994036   +0 03 05.5
 AU2366;UTM  15      - 3,285,762.006   671,228.552   MT  0.99996176   +0 52 36.4
 AU2366
 AU2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2366!SPC LA S     -   1.00000396  x   0.99994036  =   0.99994432
 AU2366!UTM  15      -   1.00000396  x   0.99996176  =   0.99996572
 AU2366
 AU2366:                Primary Azimuth Mark                     Grid Az
 AU2366:SPC LA S     -  51A008 LADH 1969                         061 41 27.2
 AU2366:UTM  15      -  51A008 LADH 1969                         060 51 56.3
 AU2366
 AU2366|---------------------------------------------------------------------|
 AU2366| PID    Reference Object                     Distance      Geod. Az  |
 AU2366|                                                           dddmmss.s |
 AU2366| AU2365 51A008 LADH 1969                    463.521 METERS 0614432.7 |
 AU2366| AU2367 51A006 LADH 1969                    APPROX. 0.9 KM 2614636.3 |
 AU2366|---------------------------------------------------------------------|
 AU2366
 AU2366                          SUPERSEDED SURVEY CONTROL
 AU2366
 AU2366  NAD 83(1986)-  29 41 24.55340(N)    091 13 48.95180(W) AD(       ) 2
 AU2366  NAD 27      -  29 41 23.80469(N)    091 13 48.57957(W) AD(       ) 2
 AU2366  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 AU2366
 AU2366.Superseded values are not recommended for survey control.
 AU2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2366.See file dsdata.txt to determine how the superseded data were derived.
 AU2366
 AU2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7122985762(NAD 83)
 AU2366_MARKER: DD = SURVEY DISK
 AU2366_SETTING: 0 = UNSPECIFIED SETTING
 AU2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2366
 AU2366  HISTORY     - Date     Condition        Report By
 AU2366  HISTORY     - 1969     MONUMENTED       LADTD
 AU2366
 AU2366                          STATION DESCRIPTION
 AU2366
 AU2366'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2366'THE STATION IS LOCATED ABOUT 1 MILE WEST OF BERWICK AND 4.5 MILES
 AU2366'EAST OF PATTERSON.  IT IS ON THE SOUTH SIDE OF U.S. HIGHWAY 90.
 AU2366'
 AU2366'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2366'U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A007 1969, IS SET IN
 AU2366'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 AU2366'GROUND.  THE MARK IS 2 FEET WEST OF A METAL WITNESS POST AND
 AU2366'SIGN, 13 FEET NORTH OF THE WOODS LINE, 66.5 FEET NORTHWEST OF
 AU2366'THE SOUTHWEST POST OF A SIGN (JOSEPHS CAFE), 87 FEET SOUTH OF
 AU2366'THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 90 AND 238.5
 AU2366'FEET EAST OF THE CENTER OF A ROAD LEADING SOUTH TO BERRY
 AU2366'BROTHERS RIVER FRONT YARD.
 AU2366'
 AU2366'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2366'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 FOR 1.15
 AU2366'MILES TO THE STATION WHICH IS ON THE SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2365 ***********************************************************************
 AU2365  DESIGNATION -  51A008 LADH 1969
 AU2365  PID         -  AU2365
 AU2365  STATE/COUNTY-  LA/ST MARY
 AU2365  USGS QUAD   -  MORGAN CITY (1994)
 AU2365
 AU2365                         *CURRENT SURVEY CONTROL
 AU2365  ___________________________________________________________________
 AU2365* NAD 83(1992)-  29 41 31.65584(N)    091 13 33.76791(W)     ADJUSTED  
 AU2365* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AU2365  **This station is located in a subsidence area (see below).
 AU2365  ___________________________________________________________________
 AU2365  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2365  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU2365
 AU2365  HORZ ORDER  -  SECOND
 AU2365
 AU2365.The horizontal coordinates were established by classical geodetic methods
 AU2365.and adjusted by the National Geodetic Survey in January 1993..
 AU2365
 AU2365 ** The orthometric height has not been validated since last determined
 AU2365 ** by differential leveling and should not be used for control purposes.
 AU2365 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2365 ** area with valid NAVD 88 orthometric heights.
 AU2365 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2365 ** epoch indicated which incorporates improved geoid heights for the
 AU2365 ** Southern Louisiana Subsidence area.
 AU2365 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2365
 AU2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2365
 AU2365.The geoid height was determined by GEOID03.
 AU2365
 AU2365;                    North         East     Units Scale Factor Converg.
 AU2365;SPC LA S     -   132,145.924 1,010,382.874   MT  0.99994017   +0 03 13.1
 AU2365;SPC LA S     -   433,548.75  3,314,897.81   sFT  0.99994017   +0 03 13.1
 AU2365;UTM  15      - 3,285,987.668   671,633.413   MT  0.99996348   +0 52 44.1
 AU2365
 AU2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2365!SPC LA S     -   1.00000388  x   0.99994017  =   0.99994405
 AU2365!UTM  15      -   1.00000388  x   0.99996348  =   0.99996736
 AU2365
 AU2365:                Primary Azimuth Mark                     Grid Az
 AU2365:SPC LA S     -  51A007 LADH 1969                         241 41 27.1
 AU2365:UTM  15      -  51A007 LADH 1969                         240 51 56.1
 AU2365
 AU2365|---------------------------------------------------------------------|
 AU2365| PID    Reference Object                     Distance      Geod. Az  |
 AU2365|                                                           dddmmss.s |
 AU2365| AU2366 51A007 LADH 1969                    463.521 METERS 2414440.2 |
 AU2365|---------------------------------------------------------------------|
 AU2365
 AU2365                          SUPERSEDED SURVEY CONTROL
 AU2365
 AU2365  NAD 83(1986)-  29 41 31.68027(N)    091 13 33.76476(W) AD(       ) 2
 AU2365  NAD 27      -  29 41 30.93198(N)    091 13 33.39252(W) AD(       ) 2
 AU2365  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AU2365
 AU2365.Superseded values are not recommended for survey control.
 AU2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2365.See file dsdata.txt to determine how the superseded data were derived.
 AU2365
 AU2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7163385988(NAD 83)
 AU2365_MARKER: DD = SURVEY DISK
 AU2365_SETTING: 0 = UNSPECIFIED SETTING
 AU2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2365
 AU2365  HISTORY     - Date     Condition        Report By
 AU2365  HISTORY     - 1969     MONUMENTED       LADTD
 AU2365
 AU2365                          STATION DESCRIPTION
 AU2365
 AU2365'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2365'THE STATION IS LOCATED ABOUT 0.3 MILE WEST OF BERWICK AND ABOUT
 AU2365'5 MILES EAST OF PATTERSON.  IT IS ON THE NORTH SIDE OF U.S. HIGHWAY
 AU2365'90.
 AU2365'
 AU2365'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2365'U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A008 1969, IS SET
 AU2365'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 AU2365'THE GROUND.  THE MARK IS 2.1 FEET EAST OF A METAL WITNESS POST
 AU2365'AND SIGN, 39 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE OF
 AU2365'U.S. HIGHWAY 90, 59 FEET SOUTH OF THE WOODS LINE, 222 FEET
 AU2365'NORTHWEST OF A HIGHWAY SIGN, 316 FEET WEST OF A NORTH-SOUTH POWER
 AU2365'LINE CROSSING OVER U.S. HIGHWAY 90 AND 300 FEET EAST OF A
 AU2365'DITCH.
 AU2365'
 AU2365'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2365'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 FOR 0.65
 AU2365'MILE TO THE STATION WHICH IS ON THE NORTH SIDE OF THE HIGHWAY.
 AU2365'
 AU2365'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2364 ***********************************************************************
 AU2364  DESIGNATION -  51A009
 AU2364  PID         -  AU2364
 AU2364  STATE/COUNTY-  LA/ST MARY
 AU2364  USGS QUAD   -  MORGAN CITY (1994)
 AU2364
 AU2364                         *CURRENT SURVEY CONTROL
 AU2364  ___________________________________________________________________
 AU2364* NAD 83(1992)-  29 41 44.06843(N)    091 13 00.39344(W)     ADJUSTED  
 AU2364* NAVD 88     -        15.7  **(meters)      52.   **(feet)  VERTCON   
 AU2364  **This station is located in a subsidence area (see below).
 AU2364  ___________________________________________________________________
 AU2364  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2364  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU2364
 AU2364  HORZ ORDER  -  SECOND
 AU2364
 AU2364.The horizontal coordinates were established by classical geodetic methods
 AU2364.and adjusted by the National Geodetic Survey in January 1993..
 AU2364
 AU2364 ** The orthometric height has not been validated since last determined
 AU2364 ** by differential leveling and should not be used for control purposes.
 AU2364 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2364 ** area with valid NAVD 88 orthometric heights.
 AU2364 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2364 ** epoch indicated which incorporates improved geoid heights for the
 AU2364 ** Southern Louisiana Subsidence area.
 AU2364 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2364
 AU2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2364
 AU2364.The geoid height was determined by GEOID03.
 AU2364
 AU2364;                    North         East     Units Scale Factor Converg.
 AU2364;SPC LA S     -   132,528.972 1,011,279.674   MT  0.99993985   +0 03 29.8
 AU2364;SPC LA S     -   434,805.47  3,317,840.06   sFT  0.99993985   +0 03 29.8
 AU2364;UTM  15      - 3,286,383.603   672,524.625   MT  0.99996726   +0 53 01.0
 AU2364
 AU2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2364!SPC LA S     -   1.00000155  x   0.99993985  =   0.99994140
 AU2364!UTM  15      -   1.00000155  x   0.99996726  =   0.99996881
 AU2364
 AU2364:                Primary Azimuth Mark                     Grid Az
 AU2364:SPC LA S     -  51A010 LADH 1969                         162 30 50.2
 AU2364:UTM  15      -  51A010 LADH 1969                         161 41 19.0
 AU2364
 AU2364|---------------------------------------------------------------------|
 AU2364| PID    Reference Object                     Distance      Geod. Az  |
 AU2364|                                                           dddmmss.s |
 AU2364| AU2363 51A010 LADH 1969                    442.841 METERS 1623420.0 |
 AU2364| AU2366 51A007 LADH 1969                    APPROX. 1.4 KM 2451540.1 |
 AU2364|---------------------------------------------------------------------|
 AU2364
 AU2364                          SUPERSEDED SURVEY CONTROL
 AU2364
 AU2364  NAD 83(1986)-  29 41 44.09285(N)    091 13 00.38995(W) AD(       ) 2
 AU2364  NAD 27      -  29 41 43.34498(N)    091 13 00.01821(W) AD(       ) 2
 AU2364  NGVD 29 (07/19/86)   15.8    (m)           52.     (f) VERT ANG       
 AU2364
 AU2364.Superseded values are not recommended for survey control.
 AU2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2364.See file dsdata.txt to determine how the superseded data were derived.
 AU2364
 AU2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7252586384(NAD 83)
 AU2364_MARKER: DD = SURVEY DISK
 AU2364_SETTING: 0 = UNSPECIFIED SETTING
 AU2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2364
 AU2364  HISTORY     - Date     Condition        Report By
 AU2364  HISTORY     - 1969     MONUMENTED       LADTD
 AU2364  HISTORY     - 1985     GOOD             LADTD
 AU2364
 AU2364                          STATION DESCRIPTION
 AU2364
 AU2364'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2364'THE STATION IS LOCATED IN THE PEDESTRIAN WALKWAY OF THE ATCHAFALAYA
 AU2364'RIVER BRIDGE IN MORGAN CITY NEAR THE WEST END OF THE WALKWAY.
 AU2364'
 AU2364'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2364'U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A009 1969, IS SET IN
 AU2364'A DRILLED HOLE IN THE PEDESTRIAN WALKWAY OF THE ATCHAFALAYA RIVER
 AU2364'BRIDGE AND IS FLUSH WITH THE WALKWAY.  THE MARK IS 58 FEET EAST OF
 AU2364'THE WEST END OF THE BRIDGE AND OVER THE FIRST PIER, 1.05 FEET
 AU2364'NORTH OF THE SOUTH RAIL OF THE BRIDGE, 4.9 FEET SOUTH OF THE
 AU2364'CURB ON THE PEDESTRIAN WALKWAY, 17.2 FEET SOUTH OF THE CENTER OF
 AU2364'THE ROADWAY OF THE BRIDGE AND 14.3 FEET EAST-SOUTHEAST OF THE
 AU2364'FIRST BRACE ON THE WEST END OF THE BRIDGE.
 AU2364'
 AU2364'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2364'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 TO 5TH
 AU2364'STREET, IN BERWICK, WHICH IS JUST BEYOND THE END OF THE BRIDGE
 AU2364'APPROACH, THENCE NORTH ALONG 5TH STREET FOR ONE BLOCK TO TEXAS
 AU2364'STREET, THENCE EAST ALONG TEXAS STREET FOR 4 BLOCKS TO BELLEVIEW
 AU2364'STREET, THENCE SOUTH ALONG BELLEVIEW STREET FOR ABOUT 1/2 BLOCK
 AU2364'TO THE UNDERSIDE OF THE BRIDGE.  WALK UP THREE FLIGHTS OF
 AU2364'CONCRETE STAIRS TO THE PEDESTRIAN WALKWAY.  THE STATION IS IN
 AU2364'THE WALKWAY.
 AU2364'
 AU2364'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AU2364
 AU2364                          STATION RECOVERY (1985)
 AU2364
 AU2364'RECOVERY NOTE BY LA TRANSP AND DEV 1985 (TLH)
 AU2364'THIS STATION WAS VISITED IN JUNE AND JULY 1985 AND OBSERVATIONS WERE
 AU2364'MADE THIS DATE TO POSITION INTERSECTION STATIONS AND ADDITIONAL
 AU2364'HORIZONAL CONTROL STATIONS.  THE 1969 DESCRIPTION IS ADEQUATE FOR
 AU2364'RECOVERY OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2363 ***********************************************************************
 AU2363  DESIGNATION -  51A010 LADH 1969
 AU2363  PID         -  AU2363
 AU2363  STATE/COUNTY-  LA/ST MARY
 AU2363  USGS QUAD   -  MORGAN CITY (1994)
 AU2363
 AU2363                         *CURRENT SURVEY CONTROL
 AU2363  ___________________________________________________________________
 AU2363* NAD 83(1992)-  29 41 30.34643(N)    091 12 55.45997(W)     ADJUSTED  
 AU2363* NAVD 88     -         5.3  **(meters)      17.   **(feet)  VERTCON   
 AU2363  **This station is located in a subsidence area (see below).
 AU2363  ___________________________________________________________________
 AU2363  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2363  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU2363
 AU2363  HORZ ORDER  -  SECOND
 AU2363
 AU2363.The horizontal coordinates were established by classical geodetic methods
 AU2363.and adjusted by the National Geodetic Survey in January 1993..
 AU2363
 AU2363 ** The orthometric height has not been validated since last determined
 AU2363 ** by differential leveling and should not be used for control purposes.
 AU2363 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2363 ** area with valid NAVD 88 orthometric heights.
 AU2363 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2363 ** epoch indicated which incorporates improved geoid heights for the
 AU2363 ** Southern Louisiana Subsidence area.
 AU2363 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2363
 AU2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2363
 AU2363.The geoid height was determined by GEOID03.
 AU2363
 AU2363;                    North         East     Units Scale Factor Converg.
 AU2363;SPC LA S     -   132,106.620 1,011,412.728   MT  0.99994020   +0 03 32.3
 AU2363;SPC LA S     -   433,419.80  3,318,276.59   sFT  0.99994020   +0 03 32.3
 AU2363;UTM  15      - 3,285,963.200   672,663.752   MT  0.99996785   +0 53 03.1
 AU2363
 AU2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2363!SPC LA S     -   1.00000318  x   0.99994020  =   0.99994338
 AU2363!UTM  15      -   1.00000318  x   0.99996785  =   0.99997103
 AU2363
 AU2363:                Primary Azimuth Mark                     Grid Az
 AU2363:SPC LA S     -  51A009                                   342 30 50.1
 AU2363:UTM  15      -  51A009                                   341 41 19.3
 AU2363
 AU2363|---------------------------------------------------------------------|
 AU2363| PID    Reference Object                     Distance      Geod. Az  |
 AU2363|                                                           dddmmss.s |
 AU2363| AU2364 51A009                              442.841 METERS 3423422.4 |
 AU2363|---------------------------------------------------------------------|
 AU2363
 AU2363                          SUPERSEDED SURVEY CONTROL
 AU2363
 AU2363  NAD 83(1986)-  29 41 30.37023(N)    091 12 55.45621(W) AD(       ) 2
 AU2363  NAD 27      -  29 41 29.62191(N)    091 12 55.08469(W) AD(       ) 2
 AU2363  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 AU2363
 AU2363.Superseded values are not recommended for survey control.
 AU2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2363.See file dsdata.txt to determine how the superseded data were derived.
 AU2363
 AU2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7266485963(NAD 83)
 AU2363_MARKER: DD = SURVEY DISK
 AU2363_SETTING: 0 = UNSPECIFIED SETTING
 AU2363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2363
 AU2363  HISTORY     - Date     Condition        Report By
 AU2363  HISTORY     - 1969     MONUMENTED       LADTD
 AU2363
 AU2363                          STATION DESCRIPTION
 AU2363
 AU2363'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2363'THE STATION IS LOCATED NEAR THE WEST END OF THE TEXAS AND NEW
 AU2363'ORLEANS RAILROAD BRIDGE ACROSS THE ATCHAFALAYA RIVER AT MORGAN CITY.
 AU2363'
 AU2363'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2363'U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A010 1969, IS SET IN
 AU2363'A DRILLED HOLE ON TOP OF A CONCRETE BASE FOR A SWITCH ARM.  IT IS
 AU2363'FLUSH WITH THE SURFACE OF THE CONCRETE BASE.  THE MARK IS 7 FEET
 AU2363'NORTH OF A METAL WITNESS POST AND SIGN, 5.4 FEET SOUTH OF THE
 AU2363'SOUTH RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 48.6 FEET WEST
 AU2363'OF THE WEST END OF THE TEXAS AND NEW ORLEANS RAILROAD BRIDGE
 AU2363'ACROSS THE ATCHAFALAYA RIVER AT MORGAN CITY, 29.5 FEET NORTHWEST
 AU2363'OF A CONCRETE FLOOD WALL AND 47 FEET SOUTHEAST OF A POWER
 AU2363'POLE.
 AU2363'
 AU2363'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2363'BRIDGE AT MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 TO 5TH
 AU2363'STREET, IN BERWICK, WHICH IS JUST BEYOND THE END OF THE BRIDGE
 AU2363'APPROACH, THENCE NORTH ALONG 5TH STREET FOR 1 BLOCK TO TEXAS
 AU2363'STREET, THENCE EAST ALONG TEXAS STREET FOR 4 BLOCKS TO BELLEVIEW
 AU2363'STREET, THENCE SOUTH ALONG BELLEVIEW STREET FOR ABOUT 5 BLOCKS
 AU2363'TO THE RAILROAD BRIDGE.  THE STATION IS JUST WEST OF THE
 AU2363'RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2361 ***********************************************************************
 AU2361  DESIGNATION -  51A011
 AU2361  PID         -  AU2361
 AU2361  STATE/COUNTY-  LA/ST MARY
 AU2361  USGS QUAD   -  MORGAN CITY (1994)
 AU2361
 AU2361                         *CURRENT SURVEY CONTROL
 AU2361  ___________________________________________________________________
 AU2361* NAD 83(1992)-  29 41 36.27147(N)    091 12 32.77444(W)     ADJUSTED  
 AU2361* NAVD 88     -         4.8  **(meters)      16.   **(feet)  VERTCON   
 AU2361  **This station is located in a subsidence area (see below).
 AU2361  ___________________________________________________________________
 AU2361  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2361  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU2361
 AU2361  HORZ ORDER  -  SECOND
 AU2361
 AU2361.The horizontal coordinates were established by classical geodetic methods
 AU2361.and adjusted by the National Geodetic Survey in January 1993..
 AU2361
 AU2361 ** The orthometric height has not been validated since last determined
 AU2361 ** by differential leveling and should not be used for control purposes.
 AU2361 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2361 ** area with valid NAVD 88 orthometric heights.
 AU2361 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2361 ** epoch indicated which incorporates improved geoid heights for the
 AU2361 ** Southern Louisiana Subsidence area.
 AU2361 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2361
 AU2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2361
 AU2361.The geoid height was determined by GEOID03.
 AU2361
 AU2361;                    North         East     Units Scale Factor Converg.
 AU2361;SPC LA S     -   132,289.691 1,012,022.375   MT  0.99994005   +0 03 43.6
 AU2361;SPC LA S     -   434,020.43  3,320,276.74   sFT  0.99994005   +0 03 43.6
 AU2361;UTM  15      - 3,286,155.038   673,270.717   MT  0.99997044   +0 53 14.5
 AU2361
 AU2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2361!SPC LA S     -   1.00000325  x   0.99994005  =   0.99994330
 AU2361!UTM  15      -   1.00000325  x   0.99997044  =   0.99997369
 AU2361
 AU2361:                Primary Azimuth Mark                     Grid Az
 AU2361:SPC LA S     -  51A010 LADH 1969                         253 17 07.9
 AU2361:UTM  15      -  51A010 LADH 1969                         252 27 37.0
 AU2361
 AU2361|---------------------------------------------------------------------|
 AU2361| PID    Reference Object                     Distance      Geod. Az  |
 AU2361|                                                           dddmmss.s |
 AU2361| AU2363 51A010 LADH 1969                    APPROX. 0.6 KM 2532051.5 |
 AU2361| AU2362 51A012                              APPROX. 0.6 KM 3185136.7 |
 AU2361|---------------------------------------------------------------------|
 AU2361
 AU2361                          SUPERSEDED SURVEY CONTROL
 AU2361
 AU2361  NAD 83(1986)-  29 41 36.29544(N)    091 12 32.77037(W) AD(       ) 2
 AU2361  NAD 27      -  29 41 35.54710(N)    091 12 32.39939(W) AD(       ) 2
 AU2361  NGVD 29 (09/04/92)    4.9    (m)           16.     (f) VERT ANG       
 AU2361
 AU2361.Superseded values are not recommended for survey control.
 AU2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2361.See file dsdata.txt to determine how the superseded data were derived.
 AU2361
 AU2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7327186155(NAD 83)
 AU2361_MARKER: DD = SURVEY DISK
 AU2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2361_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2361
 AU2361  HISTORY     - Date     Condition        Report By
 AU2361  HISTORY     - 1969     MONUMENTED       LADTD
 AU2361  HISTORY     - 1985     GOOD             LADTD
 AU2361
 AU2361                          STATION DESCRIPTION
 AU2361
 AU2361'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2361'THE STATION IS LOCATED NEAR THE EAST END OF THE TEXAS AND NEW
 AU2361'ORLEANS RAILROAD BRIDGE ACROSS THE ATCHAFALAYA RIVER IN MORGAN CITY.
 AU2361'
 AU2361'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2361'U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A011 1969, IS SET IN
 AU2361'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 AU2361'GROUND.  THE MARK IS 2 FEET SOUTH OF A METAL WITNESS POST AND
 AU2361'SIGN, 7.6 FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND NEW
 AU2361'ORLEANS RAILROAD, 126 FEET SOUTH OF THE CENTER OF RAILROAD
 AU2361'STREET, 200 FEET EAST OF THE EAST END OF THE RAILROAD BRIDGE
 AU2361'ACROSS THE ATCHAFALAYA RIVER AND 70 FEET NORTHWEST OF A POWER
 AU2361'POLE AT THE END OF THE LEVEE.
 AU2361'
 AU2361'TO REACH THE STATION FROM THE EAST END OF THE ATCHAFALAYA RIVER
 AU2361'BRIDGE IN MORGAN CITY, DRIVE EAST ALONG U.S. HIGHWAY 90 TO
 AU2361'ARIZONA STREET IN MORGAN CITY, WHICH IS JUST BEYOND THE END OF
 AU2361'THE BRIDGE APPROACH, THENCE SOUTH ALONG ARIZONA STREET FOR 1 BLOCK
 AU2361'TO GREENWOOD STREET, THENCE WEST ALONG GREENWOOD STREET FOR ABOUT
 AU2361'6 BLOCKS TO FRONT STREET, THENCE SOUTH ALONG FRONT STREET FOR 3
 AU2361'BLOCKS TO THE RAILROAD BRIDGE.  THE STATION IS EAST OF THE EAST
 AU2361'END OF THE BRIDGE AND ON THE NORTH SIDE OF THE RAILROAD.
 AU2361
 AU2361                          STATION RECOVERY (1985)
 AU2361
 AU2361'RECOVERY NOTE BY LA TRANSP AND DEV 1985 (TLH)
 AU2361'THIS STATION WAS VISITED IN JUNE AND JULY 1985 AND OBSERVATIONS WERE
 AU2361'MADE THIS DATE TO POSITION SEVERAL INTERSECTION STATIONS AND
 AU2361'ADDITIONAL HORIZONTAL CONTROL STATIONS.  THE 1983 DESCRIPTION IS
 AU2361'ADEQUATE FOR RECOVERY OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2362 ***********************************************************************
 AU2362  DESIGNATION -  51A012
 AU2362  PID         -  AU2362
 AU2362  STATE/COUNTY-  LA/ST MARY
 AU2362  USGS QUAD   -  MORGAN CITY (1994)
 AU2362
 AU2362                         *CURRENT SURVEY CONTROL
 AU2362  ___________________________________________________________________
 AU2362* NAD 83(1992)-  29 41 49.78032(N)    091 12 46.29131(W)     ADJUSTED  
 AU2362* NAVD 88     -        17.8  **(meters)      58.   **(feet)  VERTCON   
 AU2362  **This station is located in a subsidence area (see below).
 AU2362  ___________________________________________________________________
 AU2362  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2362  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU2362
 AU2362  HORZ ORDER  -  SECOND
 AU2362
 AU2362.The horizontal coordinates were established by classical geodetic methods
 AU2362.and adjusted by the National Geodetic Survey in January 1993..
 AU2362
 AU2362 ** The orthometric height has not been validated since last determined
 AU2362 ** by differential leveling and should not be used for control purposes.
 AU2362 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2362 ** area with valid NAVD 88 orthometric heights.
 AU2362 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2362 ** epoch indicated which incorporates improved geoid heights for the
 AU2362 ** Southern Louisiana Subsidence area.
 AU2362 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2362
 AU2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2362
 AU2362.The geoid height was determined by GEOID03.
 AU2362
 AU2362;                    North         East     Units Scale Factor Converg.
 AU2362;SPC LA S     -   132,705.228 1,011,658.576   MT  0.99993970   +0 03 36.9
 AU2362;SPC LA S     -   435,383.74  3,319,083.18   sFT  0.99993970   +0 03 36.9
 AU2362;UTM  15      - 3,286,565.304   672,900.959   MT  0.99996886   +0 53 08.2
 AU2362
 AU2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2362!SPC LA S     -   1.00000122  x   0.99993970  =   0.99994092
 AU2362!UTM  15      -   1.00000122  x   0.99996886  =   0.99997008
 AU2362
 AU2362:                Primary Azimuth Mark                     Grid Az
 AU2362:SPC LA S     -  51A011                                   138 47 53.1
 AU2362:UTM  15      -  51A011                                   137 58 21.8
 AU2362
 AU2362|---------------------------------------------------------------------|
 AU2362| PID    Reference Object                     Distance      Geod. Az  |
 AU2362|                                                           dddmmss.s |
 AU2362| AU2361 51A011                              APPROX. 0.6 KM 1385130.0 |
 AU2362|---------------------------------------------------------------------|
 AU2362
 AU2362                          SUPERSEDED SURVEY CONTROL
 AU2362
 AU2362  NAD 83(1986)-  29 41 49.80427(N)    091 12 46.28724(W) AD(       ) 2
 AU2362  NAD 27      -  29 41 49.05681(N)    091 12 45.91574(W) AD(       ) 2
 AU2362  NGVD 29 (07/19/86)   17.9    (m)           59.     (f) VERT ANG       
 AU2362
 AU2362.Superseded values are not recommended for survey control.
 AU2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2362.See file dsdata.txt to determine how the superseded data were derived.
 AU2362
 AU2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7290186565(NAD 83)
 AU2362_MARKER: DD = SURVEY DISK
 AU2362_SETTING: 0 = UNSPECIFIED SETTING
 AU2362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2362
 AU2362  HISTORY     - Date     Condition        Report By
 AU2362  HISTORY     - 1969     MONUMENTED       LADTD
 AU2362  HISTORY     - 1985     GOOD             LADTD
 AU2362
 AU2362                          STATION DESCRIPTION
 AU2362
 AU2362'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2362'THE STATION IS LOCATED IN THE PEDESTRIAN WALKWAY OF THE ATCHAFALAYA
 AU2362'RIVER BRIDGE IN MORGAN CITY 417 FEET WEST OF THE EAST END OF THE
 AU2362'WALKWAY.
 AU2362'
 AU2362'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2362'U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A012 1969, IS SET
 AU2362'IN A DRILLED HOLE IN THE PEDESTRIAN WALKWAY OF THE ATCHAFALAYA
 AU2362'RIVER BRIDGE AND IS FLUSH WITH THE WALKWAY.  THE MARK IS 417 FEET
 AU2362'WEST OF THE EAST END OF THE WALKWAY, 1.7 FEET NORTH OF THE
 AU2362'SOUTH RAIL OF THE BRIDGE, 4.55 FEET SOUTH OF THE WALKWAY CURB,
 AU2362'16 FEET SOUTH OF THE CENTER OF THE ROADWAY OF THE BRIDGE AND 44
 AU2362'FEET EAST OF THE THIRD LIGHT, LOCATED ON THE STEEL STRUCTURE,
 AU2362'FROM THE EAST END OF THE BRIDGE.
 AU2362'
 AU2362'TO REACH THE STATION FROM THE WEST END OF THE ATCHAFALAYA RIVER
 AU2362'BRIDGE IN MORGAN CITY, DRIVE WEST ALONG U.S. HIGHWAY 90 TO 5TH
 AU2362'STREET, IN BERWICK, WHICH IS JUST BEYOND THE END OF THE BRIDGE
 AU2362'APPROACH, THENCE NORTH ALONG 5TH STREET FOR 1 BLOCK TO TEXAS
 AU2362'STREET, THENCE EAST ALONG TEXAS STREET FOR 4 BLOCKS TO BELLEVIEW
 AU2362'STREET, THENCE SOUTH ALONG BELLEVIEW STREET FOR ABOUT 1/2
 AU2362'BLOCK TO THE UNDERSIDE OF THE BRIDGE.  WALK UP THREE FLIGHTS OF
 AU2362'CONCRETE STAIRS TO THE PEDESTRIAN WALKWAY.  THE STATION IS IN
 AU2362'THE WALKWAY 417 FEET WEST OF THE EAST END OF THE WALKWAY.
 AU2362
 AU2362                          STATION RECOVERY (1985)
 AU2362
 AU2362'RECOVERY NOTE BY LA TRANSP AND DEV 1985 (TLH)
 AU2362'THIS STATION WAS VISITED IN JUNE AND JULY 1985 AND OBSERVATION WERE
 AU2362'MADE THIS DATE TO POSITION INTERSECTION STATION AND ADDITIONAL
 AU2362'HORIZONTAL CONTROL STATIONS.  THE 1969 DESCRIPTION IS ADEQUATE FOR
 AU2362'RECOVERY OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2360 ***********************************************************************
 AU2360  DESIGNATION -  51A013
 AU2360  PID         -  AU2360
 AU2360  STATE/COUNTY-  LA/ST MARY
 AU2360  USGS QUAD   -  MORGAN CITY (1994)
 AU2360
 AU2360                         *CURRENT SURVEY CONTROL
 AU2360  ___________________________________________________________________
 AU2360* NAD 83(1992)-  29 42 03.23247(N)    091 12 12.46177(W)     ADJUSTED  
 AU2360* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2360  **This station is located in a subsidence area (see below).
 AU2360  ___________________________________________________________________
 AU2360  X           -    -116,455.151 (meters)                     COMP
 AU2360  Y           -  -5,543,514.964 (meters)                     COMP
 AU2360  Z           -   3,141,604.989 (meters)                     COMP
 AU2360  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2360  ELLIP HEIGHT-         -24.52  (meters)          (02/20/02) GPS OBS
 AU2360  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU2360
 AU2360  HORZ ORDER  -  FIRST
 AU2360  ELLP ORDER  -  FOURTH    CLASS I
 AU2360
 AU2360.The horizontal coordinates were established by GPS observations
 AU2360.and adjusted by the National Geodetic Survey in July 2000..
 AU2360
 AU2360 ** The orthometric height has not been validated since last determined
 AU2360 ** by differential leveling and should not be used for control purposes.
 AU2360 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2360 ** area with valid NAVD 88 orthometric heights.
 AU2360 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2360 ** epoch indicated which incorporates improved geoid heights for the
 AU2360 ** Southern Louisiana Subsidence area.
 AU2360 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2360.The orthometric height was scaled from a topographic map.
 AU2360
 AU2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2360
 AU2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2360
 AU2360.The ellipsoidal height was determined by GPS observations
 AU2360.and is referenced to NAD 83.
 AU2360
 AU2360.The geoid height was determined by GEOID03.
 AU2360
 AU2360;                    North         East     Units Scale Factor Converg.
 AU2360;SPC LA S     -   133,120.400 1,012,567.482   MT  0.99993936   +0 03 53.8
 AU2360;SPC LA S     -   436,745.85  3,322,065.15   sFT  0.99993936   +0 03 53.8
 AU2360;UTM  15      - 3,286,993.540   673,803.818   MT  0.99997273   +0 53 25.3
 AU2360
 AU2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2360!SPC LA S     -   1.00000385  x   0.99993936  =   0.99994321
 AU2360!UTM  15      -   1.00000385  x   0.99997273  =   0.99997658
 AU2360
 AU2360:                Primary Azimuth Mark                     Grid Az
 AU2360:SPC LA S     -  51A012                                   245 26 59.6
 AU2360:UTM  15      -  51A012                                   244 37 28.1
 AU2360
 AU2360|---------------------------------------------------------------------|
 AU2360| PID    Reference Object                     Distance      Geod. Az  |
 AU2360|                                                           dddmmss.s |
 AU2360| AU2362 51A012                              APPROX. 1.0 KM 2453053.4 |
 AU2360|---------------------------------------------------------------------|
 AU2360
 AU2360                          SUPERSEDED SURVEY CONTROL
 AU2360
 AU2360  ELLIP H (07/31/00)  -24.47   (m)                       GP(       ) 4 1
 AU2360  NAD 83(1992)-  29 42 03.23123(N)    091 12 12.46415(W) AD(       ) 2
 AU2360  NAD 83(1986)-  29 42 03.25463(N)    091 12 12.46123(W) AD(       ) 2
 AU2360  NAD 27      -  29 42 02.50798(N)    091 12 12.09012(W) AD(       ) 2
 AU2360  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 AU2360
 AU2360.Superseded values are not recommended for survey control.
 AU2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2360.See file dsdata.txt to determine how the superseded data were derived.
 AU2360
 AU2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7380486994(NAD 83)
 AU2360_MARKER: DD = SURVEY DISK
 AU2360_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AU2360+WITH SETTING: PAVEMENT
 AU2360_SP_SET: SET IN A MAT FOUNDATION OR CONCR
 AU2360_STAMPING: 51A013
 AU2360_MARK LOGO: LADHGS
 AU2360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2360+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU2360
 AU2360  HISTORY     - Date     Condition        Report By
 AU2360  HISTORY     - 1969     MONUMENTED       LADHGS
 AU2360  HISTORY     - 1985     GOOD             LADTD
 AU2360  HISTORY     - 19991130 GOOD             CDSMS
 AU2360
 AU2360                          STATION DESCRIPTION
 AU2360
 AU2360'DESCRIBED BY LOUISIANA DEPARTMENT OF HIGHWAYS AND C 1969 (RT)
 AU2360'THE STATION IS LOCATED IN MORGAN CITY IN THE SOUTHEAST QUADRANT
 AU2360'OF THE INTERSECTION OF 6TH STREET AND BRASHEAR AVENUE (U.S. HIGHWAY
 AU2360'90).
 AU2360'
 AU2360'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2360'U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51A013 1969, IS SET
 AU2360'IN A DRILLED HOLE IN THE DRIVEWAY TO A BILLUPS SERVICE STATION
 AU2360'AND IS FLUSH WITH THE SURFACE.  THE MARK IS 6 FEET NORTHEAST OF
 AU2360'THE PROJECTION OF THE CENTER OF 6TH STREET LEADING NORTH, 23 FEET
 AU2360'NORTHEAST OF THE CENTER OF 6TH STREET LEADING SOUTH, 37 FEET
 AU2360'SOUTHEAST OF THE CENTER OF BRASHEAR AVENUE (U.S. HIGHWAY 90),
 AU2360'31 FEET NORTHWEST OF A POWER POLE, 31 FEET NORTHWEST OF A FIRE
 AU2360'HYDRANT, 36.4 FEET NORTHWEST OF A POWER POLE AND 61.5 FEET
 AU2360'WEST OF THE CONCRETE ISLAND FOR THE GAS PUMPS AT A BILLUPS
 AU2360'SERVICE STATION.
 AU2360'
 AU2360'TO REACH THE STATION FROM THE EAST END OF THE ATCHAFALAYA RIVER
 AU2360'BRIDGE AT MORGAN CITY, DRIVE EAST ALONG BRASHEAR AVENUE
 AU2360'(U.S. HIGHWAY 90) FOR 0.50 MILE TO THE STATION WHICH IS LOCATED
 AU2360'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF 6TH STREET AND
 AU2360'BRASHEAR AVENUE (U.S. HIGHWAY 90).
 AU2360
 AU2360                          STATION RECOVERY (1985)
 AU2360
 AU2360'RECOVERY NOTE BY LA TRANSP AND DEV 1985 (TLH)
 AU2360'THIS STATION WAS VISITED IN JUNE AND JULY OF 1985 AND WAS RECOVERED IN
 AU2360'GOOD CONDITION.  THE 1969 TO REACH IS ADEQUATE.  SOME OF THE PREVIOUS
 AU2360'DESCRIPTIVE DATA HAS BEEN DESTROYED AND A NEW DESCRIPTION FOLLOWS.
 AU2360'37.6 METERS (123.5 FEET) WEST NORTHWEST OF THE NORTHWEST CORNER OF A
 AU2360'TWO STORY WHITE BUILDING NAMED MICROAGE COMPUTER STORES,
 AU2360'16.7 METERS (55 FEET) WEST SOUTHWEST FROM THE CENTER OF A CONCRETE
 AU2360'DRIVE LEADING TO THE WHITE BUILDING, 11.2 METERS (37 FEET) SOUTH
 AU2360'SOUTHEAST FROM THE CENTER OF BRASHEAR AVENUE, 11.2 METERS (37 FEET)
 AU2360'NORTHWEST OF A POWER POLE WITH SIGNAL LIGHT BOX ATTACHED, 9.7 METERS
 AU2360'(32 FEET) NORTHWEST OF A FIRE HYDRANT, 7.0 METERS (23FEET) NORTHEAST
 AU2360'FROM THE CENTER OF SIXTH STREET.
 AU2360
 AU2360                          STATION RECOVERY (1999)
 AU2360
 AU2360'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU2360'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU2360'RECOVERED AS DESCRIBED IN 1985 DESCRIPTION EXCEPT BUILDING NORTHEAST
 AU2360'OF MONUMENT IS NOW CALLED K S AND G LAW OFFICES.
 AU2360' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2358 ***********************************************************************
 AU2358  DESIGNATION -  51B001 LADH 1969
 AU2358  PID         -  AU2358
 AU2358  STATE/COUNTY-  LA/ST MARY
 AU2358  USGS QUAD   -  MORGAN CITY (1994)
 AU2358
 AU2358                         *CURRENT SURVEY CONTROL
 AU2358  ___________________________________________________________________
 AU2358* NAD 83(1992)-  29 42 15.34274(N)    091 11 42.79769(W)     ADJUSTED  
 AU2358* NAVD 88     -         1.9  **(meters)       6.   **(feet)  VERTCON   
 AU2358  **This station is located in a subsidence area (see below).
 AU2358  ___________________________________________________________________
 AU2358  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2358  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AU2358
 AU2358  HORZ ORDER  -  SECOND
 AU2358
 AU2358.The horizontal coordinates were established by classical geodetic methods
 AU2358.and adjusted by the National Geodetic Survey in January 1993..
 AU2358
 AU2358 ** The orthometric height has not been validated since last determined
 AU2358 ** by differential leveling and should not be used for control purposes.
 AU2358 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2358 ** area with valid NAVD 88 orthometric heights.
 AU2358 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2358 ** epoch indicated which incorporates improved geoid heights for the
 AU2358 ** Southern Louisiana Subsidence area.
 AU2358 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2358
 AU2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2358
 AU2358.The geoid height was determined by GEOID03.
 AU2358
 AU2358;                    North         East     Units Scale Factor Converg.
 AU2358;SPC LA S     -   133,494.197 1,013,364.406   MT  0.99993906   +0 04 08.6
 AU2358;SPC LA S     -   437,972.21  3,324,679.72   sFT  0.99993906   +0 04 08.6
 AU2358;UTM  15      - 3,287,378.791   674,595.303   MT  0.99997613   +0 53 40.3
 AU2358
 AU2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2358!SPC LA S     -   1.00000371  x   0.99993906  =   0.99994277
 AU2358!UTM  15      -   1.00000371  x   0.99997613  =   0.99997984
 AU2358
 AU2358:                Primary Azimuth Mark                     Grid Az
 AU2358:SPC LA S     -  51A013                                   244 52 16.0
 AU2358:UTM  15      -  51A013                                   244 02 44.3
 AU2358
 AU2358|---------------------------------------------------------------------|
 AU2358| PID    Reference Object                     Distance      Geod. Az  |
 AU2358|                                                           dddmmss.s |
 AU2358| AU2360 51A013                              APPROX. 0.9 KM 2445624.6 |
 AU2358|---------------------------------------------------------------------|
 AU2358
 AU2358                          SUPERSEDED SURVEY CONTROL
 AU2358
 AU2358  NAD 83(1986)-  29 42 15.36614(N)    091 11 42.79455(W) AD(       ) 2
 AU2358  NAD 27      -  29 42 14.61990(N)    091 11 42.42433(W) AD(       ) 2
 AU2358  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 AU2358
 AU2358.Superseded values are not recommended for survey control.
 AU2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2358.See file dsdata.txt to determine how the superseded data were derived.
 AU2358
 AU2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7459587379(NAD 83)
 AU2358_MARKER: DD = SURVEY DISK
 AU2358_SETTING: 0 = UNSPECIFIED SETTING
 AU2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2358
 AU2358  HISTORY     - Date     Condition        Report By
 AU2358  HISTORY     - 1969     MONUMENTED       LADTD
 AU2358
 AU2358                          STATION DESCRIPTION
 AU2358
 AU2358'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2358'THE STATION IS LOCATED ON TOP OF THE PROTECTION LEVEE THAT IS
 AU2358'BETWEEN MORGAN CITY AND LAKE PALOURDE.
 AU2358'
 AU2358'THE STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2358'U.S. COAST AND GEODETIC SURVEY DISK STAMPED 51B001 1969, IS SET
 AU2358'IN THE TOP OF A CONCRETE POST THAT IS 6 INCHES BELOW THE SURFACE
 AU2358'OF THE GROUND.  THE MARK IS 18 FEET WEST OF A METAL WITNESS POST
 AU2358'AND SIGN, 217 FEET NORTH-NORTHWEST OF A POWER POLE THAT IS ON THE
 AU2358'EAST SIDE OF THE LEVEE, 149.6 FEET SOUTH-SOUTHEAST OF A POWER
 AU2358'POLE THAT IS ON THE EAST SIDE OF THE LEVEE AND 47 FEET EAST OF
 AU2358'THE EAST EDGE OF A DITCH THAT IS ON THE WEST SIDE OF THE
 AU2358'LEVEE.
 AU2358'
 AU2358'TO REACH THE STATION FROM THE EAST END OF THE ATCHAFALAYA RIVER
 AU2358'BRIDGE IN MORGAN CITY, DRIVE EAST ALONG U.S. HIGHWAY 90 (BRASHEAR
 AU2358'AVENUE) FOR 0.59 MILE TO THE JUNCTION WITH STATE HIGHWAY 70, THENCE
 AU2358'NORTH ALONG STATE HIGHWAY 70 FOR 0.70 MILE TO A LEVEE ON THE
 AU2358'RIGHT, THENCE SOUTH ON THE LEVEE FOR 0.48 MILE TO THE STATION
 AU2358'WHICH IS IN THE CENTER OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3470 ***********************************************************************
 AU3470  DESIGNATION -  51H1
 AU3470  PID         -  AU3470
 AU3470  STATE/COUNTY-  LA/ST MARY
 AU3470  USGS QUAD   -  MORGAN CITY (1994)
 AU3470
 AU3470                         *CURRENT SURVEY CONTROL
 AU3470  ___________________________________________________________________
 AU3470* NAD 83(1992)-  29 41 43.31202(N)    091 12 53.00403(W)     ADJUSTED  
 AU3470* NAVD 88     -        22.3  **(meters)      73.   **(feet)  VERTCON   
 AU3470  **This station is located in a subsidence area (see below).
 AU3470  ___________________________________________________________________
 AU3470  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU3470  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3470
 AU3470  HORZ ORDER  -  THIRD
 AU3470
 AU3470.The horizontal coordinates were established by classical geodetic methods
 AU3470.and adjusted by the National Geodetic Survey in January 1993..
 AU3470
 AU3470 ** The orthometric height has not been validated since last determined
 AU3470 ** by differential leveling and should not be used for control purposes.
 AU3470 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3470 ** area with valid NAVD 88 orthometric heights.
 AU3470 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3470 ** epoch indicated which incorporates improved geoid heights for the
 AU3470 ** Southern Louisiana Subsidence area.
 AU3470 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3470
 AU3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3470
 AU3470.The geoid height was determined by GEOID03.
 AU3470
 AU3470;                    North         East     Units Scale Factor Converg.
 AU3470;SPC LA S     -   132,505.887 1,011,478.337   MT  0.99993987   +0 03 33.5
 AU3470;SPC LA S     -   434,729.73  3,318,491.84   sFT  0.99993987   +0 03 33.5
 AU3470;UTM  15      - 3,286,363.381   672,723.605   MT  0.99996811   +0 53 04.6
 AU3470
 AU3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3470!SPC LA S     -   1.00000052  x   0.99993987  =   0.99994039
 AU3470!UTM  15      -   1.00000052  x   0.99996811  =   0.99996863
 AU3470
 AU3470                          SUPERSEDED SURVEY CONTROL
 AU3470
 AU3470  NAD 83(1986)-  29 41 43.33624(N)    091 12 53.00010(W) AD(       ) 3
 AU3470  NGVD 29 (09/04/92)   22.3    (m)           73.     (f) VERT ANG       
 AU3470
 AU3470.Superseded values are not recommended for survey control.
 AU3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3470.See file dsdata.txt to determine how the superseded data were derived.
 AU3470
 AU3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7272486363(NAD 83)
 AU3470_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3470_SETTING: 0 = UNSPECIFIED SETTING
 AU3470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3470
 AU3470  HISTORY     - Date     Condition        Report By
 AU3470  HISTORY     - 1985     MONUMENTED       LADTD
 AU3470
 AU3470                          STATION DESCRIPTION
 AU3470
 AU3470'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3470'THE STATION IS LOCATED AT THE WEST SIDE OF MORGAN CITY OR EAST SIDE
 AU3470'OF BERWICK, ON THE WEST PIER CROSSOVER OF THE ATCHAFALAYA RIVER
 AU3470'BRIDGE.
 AU3470'
 AU3470'TO REACH THE STATION FROM MORGAN CITY, DRIVE WEST TO TOP OF BRIDGE,
 AU3470'NEAR WEST END, USE METAL LADDER ATTACHED TO BRIDGE TO CLIMB DOWN TO
 AU3470'TOP OF PIER UNDER THE BRIDGE FLOOR AND THE STATION AS DESCRIBED.
 AU3470'
 AU3470'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 AU3470'DISK STAMPED---51H1 1985--- CEMENTED IN A DRILL HOLE IN THE CONCRETE
 AU3470'CROSSOVER BETWEEN THE NORTH AND SOUTH PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3471 ***********************************************************************
 AU3471  DESIGNATION -  51H2
 AU3471  PID         -  AU3471
 AU3471  STATE/COUNTY-  LA/ST MARY
 AU3471  USGS QUAD   -  MORGAN CITY (1994)
 AU3471
 AU3471                         *CURRENT SURVEY CONTROL
 AU3471  ___________________________________________________________________
 AU3471* NAD 83(1992)-  29 41 45.58971(N)    091 12 46.63142(W)     ADJUSTED  
 AU3471* NAVD 88     -        22.2  **(meters)      73.   **(feet)  VERTCON   
 AU3471  **This station is located in a subsidence area (see below).
 AU3471  ___________________________________________________________________
 AU3471  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU3471  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3471
 AU3471  HORZ ORDER  -  THIRD
 AU3471
 AU3471.The horizontal coordinates were established by classical geodetic methods
 AU3471.and adjusted by the National Geodetic Survey in January 1993..
 AU3471
 AU3471 ** The orthometric height has not been validated since last determined
 AU3471 ** by differential leveling and should not be used for control purposes.
 AU3471 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3471 ** area with valid NAVD 88 orthometric heights.
 AU3471 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3471 ** epoch indicated which incorporates improved geoid heights for the
 AU3471 ** Southern Louisiana Subsidence area.
 AU3471 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3471
 AU3471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3471
 AU3471.The geoid height was determined by GEOID03.
 AU3471
 AU3471;                    North         East     Units Scale Factor Converg.
 AU3471;SPC LA S     -   132,576.193 1,011,649.569   MT  0.99993981   +0 03 36.7
 AU3471;SPC LA S     -   434,960.39  3,319,053.63   sFT  0.99993981   +0 03 36.7
 AU3471;UTM  15      - 3,286,436.149   672,893.811   MT  0.99996883   +0 53 07.9
 AU3471
 AU3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3471!SPC LA S     -   1.00000053  x   0.99993981  =   0.99994034
 AU3471!UTM  15      -   1.00000053  x   0.99996883  =   0.99996936
 AU3471
 AU3471                          SUPERSEDED SURVEY CONTROL
 AU3471
 AU3471  NAD 83(1986)-  29 41 45.61390(N)    091 12 46.62741(W) AD(       ) 3
 AU3471  NGVD 29 (09/04/92)   22.3    (m)           73.     (f) VERT ANG       
 AU3471
 AU3471.Superseded values are not recommended for survey control.
 AU3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3471.See file dsdata.txt to determine how the superseded data were derived.
 AU3471
 AU3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7289486436(NAD 83)
 AU3471_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3471_SETTING: 0 = UNSPECIFIED SETTING
 AU3471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3471
 AU3471  HISTORY     - Date     Condition        Report By
 AU3471  HISTORY     - 1985     MONUMENTED       LADTD
 AU3471
 AU3471                          STATION DESCRIPTION
 AU3471
 AU3471'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3471'THE STATION IS LOCATED AT THE WEST SIDE OF MORGAN CITY OR EAST SIDE
 AU3471'OF BERWICK, ON THE EAST PIER CROSSOVER OF THE NEW ATCHAFALAYA RIVER
 AU3471'BRIDGE.
 AU3471'
 AU3471'TO REACH THE STATION FROM MORGAN CITY, DRIVE WEST TO TOP OF BRIDGE,
 AU3471'NEAR EAST END, USE METAL LADDER ATTACHED TO BRIDGE TO CLIMB DOWN TO
 AU3471'TOP OF PIER UNDER THE BRIDGE FLOOR AND THE STATION AS DESCRIPED.
 AU3471'
 AU3471'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 AU3471'DISK STAMPED---51H2 1985--- CEMENTED IN A DRILL HOLE IN THE CONCRETE
 AU3471'CROSSOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3183 ***********************************************************************
 BH3183  DESIGNATION -  52 B 008 RESET
 BH3183  PID         -  BH3183
 BH3183  STATE/COUNTY-  LA/ST TAMMANY
 BH3183  USGS QUAD   -  NICHOLSON (1993)
 BH3183
 BH3183                         *CURRENT SURVEY CONTROL
 BH3183  ___________________________________________________________________
 BH3183* NAD 83(1992)-  30 24 44.22567(N)    089 43 22.87350(W)     ADJUSTED  
 BH3183* NAVD 88     -         6.8    (meters)      22.     (feet)  VERTCON   
 BH3183  ___________________________________________________________________
 BH3183  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 BH3183  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BH3183
 BH3183  HORZ ORDER  -  THIRD
 BH3183
 BH3183.The horizontal coordinates were established by classical geodetic methods
 BH3183.and adjusted by the National Geodetic Survey in May 1994..
 BH3183
 BH3183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3183
 BH3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3183
 BH3183.The geoid height was determined by GEOID03.
 BH3183
 BH3183;                    North         East     Units Scale Factor Converg.
 BH3183;SPC LA S     -   213,054.751 1,154,714.235   MT  0.99995143   +0 48 18.6
 BH3183;SPC LA S     -   698,997.13  3,788,424.95   sFT  0.99995143   +0 48 18.6
 BH3183;SPC MS E     -   101,459.279   214,517.045   MT  1.00004011   -0 27 01.5
 BH3183;SPC MS E     -   332,870.98    703,794.67   sFT  1.00004011   -0 27 01.5
 BH3183;UTM  16      - 3,367,619.442   238,415.011   MT  1.00044424   -1 22 45.2
 BH3183
 BH3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3183!SPC LA S     -   1.00000320  x   0.99995143  =   0.99995463
 BH3183!SPC MS E     -   1.00000320  x   1.00004011  =   1.00004331
 BH3183!UTM  16      -   1.00000320  x   1.00044424  =   1.00044744
 BH3183
 BH3183:                Primary Azimuth Mark                     Grid Az
 BH3183:SPC LA S     -  52 B 009 RESET                           023 24 30.0
 BH3183:SPC MS E     -  52 B 009 RESET                           024 39 50.1
 BH3183:UTM  16      -  52 B 009 RESET                           025 35 33.8
 BH3183
 BH3183|---------------------------------------------------------------------|
 BH3183| PID    Reference Object                     Distance      Geod. Az  |
 BH3183|                                                           dddmmss.s |
 BH3183| BH3184 52 B 009 RESET                      APPROX. 1.7 KM 0241248.6 |
 BH3183| BH2752 52B008                               41.963 METERS 29520     |
 BH3183|---------------------------------------------------------------------|
 BH3183
 BH3183                          SUPERSEDED SURVEY CONTROL
 BH3183
 BH3183  NAD 83(1992)-  30 24 44.23608(N)    089 43 22.87096(W) AD(       ) 3
 BH3183  NGVD 29 (05/04/93)    6.8    (m)           22.     (f) VERT ANG       
 BH3183
 BH3183.Superseded values are not recommended for survey control.
 BH3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3183.See file dsdata.txt to determine how the superseded data were derived.
 BH3183
 BH3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3841567619(NAD 83)
 BH3183_MARKER: DH = HORIZONTAL CONTROL DISK
 BH3183_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3183_SP_SET: BRIDGE BERM
 BH3183_STAMPING: 52B008 RESET 1988
 BH3183_MARK LOGO: LADH  
 BH3183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3183+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3183
 BH3183  HISTORY     - Date     Condition        Report By
 BH3183  HISTORY     - 1988     MONUMENTED       LADTD
 BH3183
 BH3183                          STATION DESCRIPTION
 BH3183
 BH3183'DESCRIBED BY LA TRANSP AND DEV 1988
 BH3183'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHEAST OF SLIDELL
 BH3183'AND 6.4 KM (4.00 MI) SOUTH OF THE LOUISIANA-MISSISSIPPI STATE LINE.
 BH3183'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH3183'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 10, 12
 BH3183'AND 59 NORTHEAST OF SLIDELL, GO NORTH FOR 12.7 KM (7.90 MI) ON HIGHWAY
 BH3183'59 TO THE MARK ON THE LEFT, SET IN A DRILL HOLE IN THE TOP OF THE BRIM
 BH3183'NEAR THE NORTHWEST CORNER OF THE NORTH BOUND BRIDGE OF HIGHWAY 59 OVER
 BH3183'MIDDLE SLOUGH.
 BH3183'THE STATION IS 7.6 M (24.9 FT) NORTHWEST FROM THE CENTER OF THE NORTH
 BH3183'BOUND LANES OF HIGHWAY 59, 7.2 M (23.6 FT) SOUTHWEST FROM A METAL
 BH3183'WITNESS POST WITH SIGN ATTACHED, 1.8 M (5.9 FT) WEST-NORTHWEST FROM
 BH3183'THE NORTHWEST CORNER OF THE BRIDGE AND 1.1 M (3.6 FT) WEST FROM THE
 BH3183'WEST END OF THE BRIDGE ABUTMENT.  THE MARK IS FLUSH WITH THE GROUND
 BH3183'AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2754 ***********************************************************************
 BH2754  DESIGNATION -  52 B 009
 BH2754  PID         -  BH2754
 BH2754  STATE/COUNTY-  LA/ST TAMMANY
 BH2754  USGS QUAD   -  NICHOLSON (1993)
 BH2754
 BH2754                         *CURRENT SURVEY CONTROL
 BH2754  ___________________________________________________________________
 BH2754* NAD 83(1992)-  30 25 33.10935(N)    089 43 01.93505(W)     ADJUSTED  
 BH2754* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 BH2754  ___________________________________________________________________
 BH2754  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 BH2754  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BH2754
 BH2754  HORZ ORDER  -  SECOND
 BH2754
 BH2754.The horizontal coordinates were established by classical geodetic methods
 BH2754.and adjusted by the National Geodetic Survey in May 1994..
 BH2754
 BH2754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2754
 BH2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2754
 BH2754.The geoid height was determined by GEOID03.
 BH2754
 BH2754;                    North         East     Units Scale Factor Converg.
 BH2754;SPC LA S     -   214,567.736 1,155,251.776   MT  0.99995316   +0 48 29.1
 BH2754;SPC LA S     -   703,960.98  3,790,188.54   sFT  0.99995316   +0 48 29.1
 BH2754;SPC MS E     -   102,960.252   215,087.661   MT  1.00003892   -0 26 51.5
 BH2754;SPC MS E     -   337,795.43    705,666.77   sFT  1.00003892   -0 26 51.5
 BH2754;UTM  16      - 3,369,111.567   239,010.128   MT  1.00044040   -1 22 36.6
 BH2754
 BH2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2754!SPC LA S     -   1.00000299  x   0.99995316  =   0.99995615
 BH2754!SPC MS E     -   1.00000299  x   1.00003892  =   1.00004191
 BH2754!UTM  16      -   1.00000299  x   1.00044040  =   1.00044339
 BH2754
 BH2754|---------------------------------------------------------------------|
 BH2754| PID    Reference Object                     Distance      Geod. Az  |
 BH2754|                                                           dddmmss.s |
 BH2754| BH3205 52B009 RESET                        112.404 METERS 00837     |
 BH2754| BH2756 52 B 010                            APPROX. 1.7 KM 0243517.6 |
 BH2754| BH2752 52B008                              APPROX. 1.6 KM 2015144.0 |
 BH2754|---------------------------------------------------------------------|
 BH2754
 BH2754                          SUPERSEDED SURVEY CONTROL
 BH2754
 BH2754  NAD 83(1992)-  30 25 33.12053(N)    089 43 01.93225(W) AD(       ) 2
 BH2754  NAD 83(1986)-  30 25 33.12258(N)    089 43 01.93057(W) AD(       ) 2
 BH2754  NAD 27      -  30 25 32.43405(N)    089 43 01.70480(W) AD(       ) 2
 BH2754  NGVD 29 (07/19/86)    8.2    (m)           27.     (f) VERT ANG       
 BH2754
 BH2754.Superseded values are not recommended for survey control.
 BH2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2754.See file dsdata.txt to determine how the superseded data were derived.
 BH2754
 BH2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3901069112(NAD 83)
 BH2754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2754_STAMPING: 52B009
 BH2754_MARK LOGO: LADH  
 BH2754_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2754+STABILITY: SURFACE MOTION
 BH2754
 BH2754  HISTORY     - Date     Condition        Report By
 BH2754  HISTORY     - 1965     MONUMENTED       LADH
 BH2754  HISTORY     - 1986     GOOD             LADTD
 BH2754  HISTORY     - 1986     GOOD             LADTD
 BH2754  HISTORY     - 19860101 SEE DESCRIPTION  NGS
 BH2754
 BH2754                          STATION DESCRIPTION
 BH2754
 BH2754'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2754'STATION IS SET IN THE SOUTHEAST CORNER OF THE INDIAN BAYOU BRIDGE
 BH2754'ON THE NORTH BOUND ROADWAY OF INTERSTATE 59 AND IS MARKED BY A
 BH2754'STANDARD BRONZE DISK SET IN THE ROADWAY OF THE BRIDGE, IN THE
 BH2754'ABUTMENT (3 FEET WEST OF THE CURB) STATION IS 7.35 FEET WEST OF
 BH2754'WITNESS POST, 26.95 FEET WEST OF THE RIGHT OF WAY FENCE, AND
 BH2754'69.40 FEET WEST OF A POWER POLE AND IS STAMPED 52B009.
 BH2754'
 BH2754'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF
 BH2754'U.S. HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH
 BH2754'FOR 0.83 MILES TO THE CORNER OF EAST HALL AVENUE, THENCE EAST
 BH2754'ALONG EAST HALL AVENUE FOR 1.80 MILES TO THE INTERCHANGE ON
 BH2754'INTERSTATE 10, THENCE NORTH ALONG INTERSTATE 10 AND 59 FOR 9.59
 BH2754'MILES TO STATION SET IN BRIDGE.
 BH2754
 BH2754                          STATION RECOVERY (1986)
 BH2754
 BH2754'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2754'THE MARK WAS VISITED AT THIS TIME AND FOUND IN GOOD CONDITION.
 BH2754'DUE TO RE-CONSTRUCTION OF THE ROAD SURFACE AND BRIDGES ON
 BH2754'INTERSTATE 59 IN THIS AREA, THIS MARK IS TO BE DESTROYED.
 BH2754'AT THIS TIME A NEW MARK
 BH2754'WAS ESTABLISHED IN THE MEDIAN WITH HORIZONTAL CONTROL BEING
 BH2754'TRANSFERRED.
 BH2754
 BH2754                          STATION RECOVERY (1986)
 BH2754
 BH2754'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2754'THE MARK WAS VISITED AT THIS TIME AND FOUND IN GOOD CONDITION.
 BH2754'DUE TO RE-CONSTRUCTION OF THE ROAD SURFACE AND BRIDGES ON
 BH2754'INTERSTATE 59 IN THIS AREA, THIS MARK IS TO BE DESTROYED.
 BH2754'AT THIS TIME A NEW MARK STAMPED---52B009 RESET 1986---
 BH2754'WAS ESTABLISHED IN THE MEDIAN WITH HORIZONTAL CONTROL BEING
 BH2754'TRANSFERED.
 BH2754
 BH2754                          STATION RECOVERY (1986)
 BH2754
 BH2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BH2754'THE MARK WAS VISITED AT THIS TIME AND FOUND IN GOOD CONDITION.  DUE TO
 BH2754'RECONSTRUCTION OF THE ROAD SURFACE AND BRIDGES ON INTERSTATE 59 IN
 BH2754'THIS AREA, THIS MARK IS TO BE DESTROYED.  AT THIS TIME A NEW MARK
 BH2754'STAMPED--52B 009 RESET 1986--, WAS ESTABLISHED IN MEDIAN WITH
 BH2754'HORIZONTAL CONTROL BEING TRANSFERRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3184 ***********************************************************************
 BH3184  DESIGNATION -  52 B 009 RESET
 BH3184  PID         -  BH3184
 BH3184  STATE/COUNTY-  LA/ST TAMMANY
 BH3184  USGS QUAD   -  NICHOLSON (1993)
 BH3184
 BH3184                         *CURRENT SURVEY CONTROL
 BH3184  ___________________________________________________________________
 BH3184* NAD 83(1992)-  30 25 34.94275(N)    089 42 56.55479(W)     ADJUSTED  
 BH3184* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 BH3184  ___________________________________________________________________
 BH3184  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BH3184  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BH3184
 BH3184  HORZ ORDER  -  THIRD
 BH3184
 BH3184.The horizontal coordinates were established by classical geodetic methods
 BH3184.and adjusted by the National Geodetic Survey in May 1994..
 BH3184
 BH3184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3184
 BH3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3184
 BH3184.The geoid height was determined by GEOID03.
 BH3184
 BH3184;                    North         East     Units Scale Factor Converg.
 BH3184;SPC LA S     -   214,626.212 1,155,394.539   MT  0.99995322   +0 48 31.8
 BH3184;SPC LA S     -   704,152.83  3,790,656.92   sFT  0.99995322   +0 48 31.8
 BH3184;SPC MS E     -   103,015.590   215,231.684   MT  1.00003861   -0 26 48.8
 BH3184;SPC MS E     -   337,976.98    706,139.28   sFT  1.00003861   -0 26 48.8
 BH3184;UTM  16      - 3,369,164.583   239,155.087   MT  1.00043947   -1 22 33.9
 BH3184
 BH3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3184!SPC LA S     -   1.00000343  x   0.99995322  =   0.99995665
 BH3184!SPC MS E     -   1.00000343  x   1.00003861  =   1.00004204
 BH3184!UTM  16      -   1.00000343  x   1.00043947  =   1.00044290
 BH3184
 BH3184                          SUPERSEDED SURVEY CONTROL
 BH3184
 BH3184  NAD 83(1992)-  30 25 34.96626(N)    089 42 56.58587(W) AD(       ) 3
 BH3184  NGVD 29 (05/04/93)    5.4    (m)           18.     (f) VERT ANG       
 BH3184
 BH3184.Superseded values are not recommended for survey control.
 BH3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3184.See file dsdata.txt to determine how the superseded data were derived.
 BH3184
 BH3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3915569165(NAD 83)
 BH3184_MARKER: DH = HORIZONTAL CONTROL DISK
 BH3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3184_SP_SET: CONCRETE POST
 BH3184_STAMPING: 52B009 RESET 1986
 BH3184_MARK LOGO: LADH  
 BH3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3184+STABILITY: SURFACE MOTION
 BH3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3184+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1988
 BH3184
 BH3184  HISTORY     - Date     Condition        Report By
 BH3184  HISTORY     - 1986     MONUMENTED       LADH
 BH3184  HISTORY     - 19880106 GOOD             LADTD
 BH3184
 BH3184                          STATION DESCRIPTION
 BH3184
 BH3184'DESCRIBED BY LA DEPT OF HIGHWAYS 1986 (SLC)
 BH3184'THE STATION IS LOCATED ABOUT 16.1 KM (10 MILES) NORTHEAST OF SLIDELL
 BH3184'ON INTERSTATE 59, IN THE MEDIAN ON THE NORTH SIDE OF THE INDIAN BAYOU
 BH3184'BRIDGES.
 BH3184' 
 BH3184'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 10, 12 AND 59
 BH3184'NORTHEAST OF SLIDELL, GO NORTH ON INTERSTATE 59 FOR ABOUT 14.5 KM (9
 BH3184'MILES) TO THE MARK SET IN THE MEDIAN ON THE NORTH SIDE OF THE INDIAN
 BH3184'BAYOU BRIDGES.
 BH3184' 
 BH3184'THE STATION IS A STANDARD LADH DISK STAMPED--52B 009 RESET 1986--, SET
 BH3184'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BH3184'DIAMETER FLUSH WITH GROUND LOCATED 80.5 FT (24.5 M) W FROM THE CENTER
 BH3184'OF THE NORTH BOUND LANES OF INTERSTATE 59, 72 FT (22 M) E FROM THE
 BH3184'CENTER OF THE SOUTH BOUND LANES OF INTERSTATE 59, 64 FT (19.5 M) WNW
 BH3184'FROM THE NORTHWEST CORNER OF THE NORTH BOUND BRIDGE, 59 FT (18 M) ENE
 BH3184'FROM THE NORTHEAST CORNER OF THE SOUTH BOUND BRIDGE, AND 2 FT (0.6 M)
 BH3184'S FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BH3184' 
 BH3184'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--52B 009 RESET
 BH3184'1986--, IMBEDDED IN THE GROUND 3 FT (0.9 M) BELOW THE SURFACE.
 BH3184
 BH3184                          STATION RECOVERY (1988)
 BH3184
 BH3184'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH3184'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHEAST OF SLIDELL
 BH3184'ON INTERSTATE HIGHWAY 59, IN THE MEDIAN ON THE NORTH SIDE OF INDIAN
 BH3184'BAYOU. OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH3184'DEVELOPMENT.
 BH3184'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 10, 12
 BH3184'AND 59 NORTHEAST OF SLIDELL, GO NORTH FOR 14.5 KM (9.00 MI) ON HIGHWAY
 BH3184'59 TO THE MARK SET IN THE MEDIAN ON THE NORTH SIDE OF INDIAN BAYOU.
 BH3184'THE STATION IS 24.5 M (80.4 FT) WEST FROM THE CENTER OF THE NORTH
 BH3184'BOUND LANES OF HIGHWAY 59, 22.0 M (72.2 FT) EAST FROM THE CENTER OF
 BH3184'THE SOUTH BOUND LANES OF HIGHWAY 59, 19.5 M (64.0 FT) WEST-NORTHWEST
 BH3184'FROM THE NORTHWEST CORNER OF THE NORTH BOUND BRIDGE, 18.0 M (59.1 FT)
 BH3184'EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE SOUTH BOUND BRIDGE AND
 BH3184'0.6 M (2.0 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BH3184'THE STATION IS FLUSH WITH THE GROUND AND ABOUT 6.0 M (19.7 FT) BELOW
 BH3184'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3186 ***********************************************************************
 BH3186  DESIGNATION -  52 B 010 RESET
 BH3186  PID         -  BH3186
 BH3186  STATE/COUNTY-  LA/ST TAMMANY
 BH3186  USGS QUAD   -  NICHOLSON (1993)
 BH3186
 BH3186                         *CURRENT SURVEY CONTROL
 BH3186  ___________________________________________________________________
 BH3186* NAD 83(1992)-  30 26 18.10889(N)    089 42 36.12043(W)     ADJUSTED  
 BH3186* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 BH3186  ___________________________________________________________________
 BH3186  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BH3186  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BH3186
 BH3186  HORZ ORDER  -  THIRD
 BH3186
 BH3186.The horizontal coordinates were established by classical geodetic methods
 BH3186.and adjusted by the National Geodetic Survey in May 1994..
 BH3186
 BH3186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3186
 BH3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3186
 BH3186.The geoid height was determined by GEOID03.
 BH3186
 BH3186;                    North         East     Units Scale Factor Converg.
 BH3186;SPC LA S     -   215,963.003 1,155,920.949   MT  0.99995480   +0 48 42.0
 BH3186;SPC LA S     -   708,538.62  3,792,383.98   sFT  0.99995480   +0 48 42.0
 BH3186;SPC MS E     -   104,340.635   215,787.311   MT  1.00003746   -0 26 39.0
 BH3186;SPC MS E     -   342,324.23    707,962.20   sFT  1.00003746   -0 26 39.0
 BH3186;UTM  16      - 3,370,480.967   239,732.364   MT  1.00043576   -1 22 25.3
 BH3186
 BH3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3186!SPC LA S     -   1.00000345  x   0.99995480  =   0.99995825
 BH3186!SPC MS E     -   1.00000345  x   1.00003746  =   1.00004091
 BH3186!UTM  16      -   1.00000345  x   1.00043576  =   1.00043921
 BH3186
 BH3186:                Primary Azimuth Mark                     Grid Az
 BH3186:SPC LA S     -  52 B 009 RESET                           201 29 38.0
 BH3186:SPC MS E     -  52 B 009 RESET                           202 44 59.0
 BH3186:UTM  16      -  52 B 009 RESET                           203 40 45.3
 BH3186
 BH3186|---------------------------------------------------------------------|
 BH3186| PID    Reference Object                     Distance      Geod. Az  |
 BH3186|                                                           dddmmss.s |
 BH3186| BH3184 52 B 009 RESET                      APPROX. 1.4 KM 2021820.0 |
 BH3186|---------------------------------------------------------------------|
 BH3186
 BH3186                          SUPERSEDED SURVEY CONTROL
 BH3186
 BH3186  NAD 83(1992)-  30 26 18.12720(N)    089 42 36.13687(W) AD(       ) 3
 BH3186  NGVD 29 (05/04/93)    5.3    (m)           17.     (f) VERT ANG       
 BH3186
 BH3186.Superseded values are not recommended for survey control.
 BH3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3186.See file dsdata.txt to determine how the superseded data were derived.
 BH3186
 BH3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3973270481(NAD 83)
 BH3186_MARKER: DH = HORIZONTAL CONTROL DISK
 BH3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3186_SP_SET: CONCRETE POST
 BH3186_STAMPING: 52B010 RESET 1986
 BH3186_MARK LOGO: LADH  
 BH3186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3186+STABILITY: SURFACE MOTION
 BH3186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3186+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1988
 BH3186
 BH3186  HISTORY     - Date     Condition        Report By
 BH3186  HISTORY     - 1986     MONUMENTED       LADH
 BH3186  HISTORY     - 19860101 GOOD             NGS
 BH3186  HISTORY     - 19880105 GOOD             LADTD
 BH3186
 BH3186                          STATION DESCRIPTION
 BH3186
 BH3186'DESCRIBED BY LA DEPT OF HIGHWAYS 1986 (SLC)
 BH3186'THE STATION IS LOCATED ABOUT 17.7 KM (11 MILES) NORTHEAST OF
 BH3186'SLIDELL ON INTERSTATE 59, IN THE MEDIAN ON THE SOUTH SIDE OF
 BH3186'THE CLEAR BAYOU RELIEF BRIDGES.
 BH3186'
 BH3186'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 10, 12
 BH3186'AND 59 NORTHEAST OF SLIDELL, GO NORTH ON INTERSTATE 59 FOR ABOUT
 BH3186'16.1 KM (10 MILES) TO THE MARK SET IN THE MEDIAN ON THE SOUTH SIDE
 BH3186'OF THE CLEAR BAYOU RELIEF BRIDGES.
 BH3186'
 BH3186'THE STATION IS A STANDARD LADH DISK STAMPED---52B010 RESET
 BH3186'1986---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 BH3186'12 INCHES(30 CM)IN DIAMETER FLUSH WITH GROUND.
 BH3186'
 BH3186'LOCATED 82 FEET(25 METERS)WEST FROM THE CENTER OF THE NORTH
 BH3186'BOUND LANES OF INTERSTATE 59, 79 FEET(24.1 METERS)SOUTHWEST
 BH3186'FROM THE SOUTHWEST CORNER OF THE NORTH BOUND BRIDGE,
 BH3186'70 FEET(21.3 METERS)EAST FROM THE CENTER OF THE SOUTH
 BH3186'BOUND LANES OF INTERSTATE 59, 48 FEET(14.6 METERS)SOUTH
 BH3186'FROM A WIRE FENCE, 2.5 FEET(0.8 METERS)NORTH FROM A
 BH3186'METAL WITNESS POST WITH SIGN ATTACHED.
 BH3186'
 BH3186'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED---
 BH3186'52B010 RESET 1986---SET INTO AN IRREGULAR MASS OF CONCRETE
 BH3186'3 FEET(0.9 METERS)BELOW THE SURFACE.
 BH3186
 BH3186                          STATION RECOVERY (1986)
 BH3186
 BH3186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BH3186'THE STATION IS LOCATED ABOUT 17.7 KM (11 MILES) NORTHEAST OF SLIDELL
 BH3186'ON INTERSTATE 59, IN THE MEDIAN ON THE SOUTH SIDE OF THE CLEAR BAYOU
 BH3186'RELIEF BRIDGES.
 BH3186' 
 BH3186'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 10, 12 AND 59
 BH3186'NORTHEAST OF SLIDELL, GO NORTH ON INTERSTATE 59 FOR ABOUT 16.1 KM (10
 BH3186'MILES) TO THE MARK SET IN THE MEDIAN ON THE SOUTH SIDE OF THE CLEAR
 BH3186'BAYOU RELIEF BRIDGES.
 BH3186' 
 BH3186'THE STATION IS A STANDARD LADH DISK STAMPED--52B 010 RESET 1986--, SET
 BH3186'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BH3186'DIAMETER FLUSH WITH GROUND LOCATED 82 FT (25 M) W FROM THE CENTER OF
 BH3186'THE NORTH BOUND LANES OF INTERSTATE 59, 79 FT (24.1 M) SW FROM THE
 BH3186'SOUTHWEST CORNER OF THE NORTH BOUND BRIDGE, 70 FT (21.3 M) E FROM THE
 BH3186'CENTER OF THE SOUTH BOUND LANES OF INTERSTATE 59, 48 FT (14.6 M) S
 BH3186'FROM A WIRE FENCE, AND 2.5 FT (0.8 M) N FROM A METAL WITNESS POST WITH
 BH3186'SIGN ATTACHED.
 BH3186' 
 BH3186'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--52B 010 RESET
 BH3186'1986--, SET INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M) BELOW THE
 BH3186'SURFACE.
 BH3186
 BH3186                          STATION RECOVERY (1988)
 BH3186
 BH3186'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH3186'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  AT THIS TIME
 BH3186'THIS MARK WAS OCCUPIED IN ESTABLISHING STATION 52B011 LADH RESET 1988.
 BH3186'A COMPLETE DESCRIPTION FOLLOWS.
 BH3186'THE STATION IS LOCATED 17.7 KM (11.00 MI) NORTHEAST OF SLIDELL AND 3.4
 BH3186'KM (2.10 MI) SOUTH OF THE LOUISIANA-MISSISSIPPI STATE LINE.
 BH3186'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH3186'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 10, 12
 BH3186'AND 59 NORTHEAST OF SLIDELL, GO NORTH FOR 16.1 KM (10.00 MI) ON
 BH3186'HIGHWAY 59 TO THE MARK SET IN THE MEDIAN ON THE SOUTH SIDE OF THE
 BH3186'CLEAR BAYOU RELIEF BRIDGES.
 BH3186'THE STATION IS 25 M (82.0 FT) WEST FROM THE CENTER OF THE NORTH BOUND
 BH3186'LANES OF HIGHWAY 59, 24.1 M (79.1 FT) SOUTHWEST FROM THE SOUTHWEST
 BH3186'CORNER OF THE NORTH BOUND BRIDGE, 21.3 M (69.9 FT) EAST FROM THE
 BH3186'CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 59, 14.6 M (47.9 FT) SOUTH
 BH3186'FROM A WIRE FENCE AND 0.8 M (2.6 FT) NORTH FROM A METAL WITNESS POST
 BH3186'WITH A SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 4.6
 BH3186'M (15.1 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3185 ***********************************************************************
 BH3185  DESIGNATION -  52 B 011 RESET
 BH3185  PID         -  BH3185
 BH3185  STATE/COUNTY-  LA/ST TAMMANY
 BH3185  USGS QUAD   -  NICHOLSON (1993)
 BH3185
 BH3185                         *CURRENT SURVEY CONTROL
 BH3185  ___________________________________________________________________
 BH3185* NAD 83(1992)-  30 27 12.37276(N)    089 42 09.54515(W)     ADJUSTED  
 BH3185* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 BH3185  ___________________________________________________________________
 BH3185  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BH3185  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BH3185
 BH3185  HORZ ORDER  -  THIRD
 BH3185
 BH3185.The horizontal coordinates were established by classical geodetic methods
 BH3185.and adjusted by the National Geodetic Survey in May 1994..
 BH3185
 BH3185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3185
 BH3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3185
 BH3185.The geoid height was determined by GEOID03.
 BH3185
 BH3185;                    North         East     Units Scale Factor Converg.
 BH3185;SPC LA S     -   217,643.853 1,156,606.180   MT  0.99995683   +0 48 55.3
 BH3185;SPC LA S     -   714,053.21  3,794,632.11   sFT  0.99995683   +0 48 55.3
 BH3185;SPC MS E     -   106,006.197   216,509.277   MT  1.00003596   -0 26 26.3
 BH3185;SPC MS E     -   347,788.66    710,330.85   sFT  1.00003596   -0 26 26.3
 BH3185;UTM  16      - 3,372,135.251   240,481.558   MT  1.00043095   -1 22 14.1
 BH3185
 BH3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3185!SPC LA S     -   1.00000310  x   0.99995683  =   0.99995993
 BH3185!SPC MS E     -   1.00000310  x   1.00003596  =   1.00003906
 BH3185!UTM  16      -   1.00000310  x   1.00043095  =   1.00043405
 BH3185
 BH3185:                Primary Azimuth Mark                     Grid Az
 BH3185:SPC LA S     -  52 B 010 RESET                           202 10 45.3
 BH3185:SPC MS E     -  52 B 010 RESET                           203 26 06.9
 BH3185:UTM  16      -  52 B 010 RESET                           204 21 54.7
 BH3185
 BH3185|---------------------------------------------------------------------|
 BH3185| PID    Reference Object                     Distance      Geod. Az  |
 BH3185|                                                           dddmmss.s |
 BH3185| BH3186 52 B 010 RESET                      APPROX. 1.8 KM 2025940.6 |
 BH3185| BH2757 52B011                               85.293 METERS 35837     |
 BH3185|---------------------------------------------------------------------|
 BH3185
 BH3185                          SUPERSEDED SURVEY CONTROL
 BH3185
 BH3185  NAD 83(1992)-  30 27 12.38431(N)    089 42 09.54318(W) AD(       ) 3
 BH3185  NGVD 29 (05/04/93)    7.7    (m)           25.     (f) VERT ANG       
 BH3185
 BH3185.Superseded values are not recommended for survey control.
 BH3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3185.See file dsdata.txt to determine how the superseded data were derived.
 BH3185
 BH3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4048272135(NAD 83)
 BH3185_MARKER: DH = HORIZONTAL CONTROL DISK
 BH3185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3185_SP_SET: BRIDGE BRIM
 BH3185_STAMPING: 52B011 RESET 1988
 BH3185_MARK LOGO: LADH  
 BH3185_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3185+STABILITY: SURFACE MOTION
 BH3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3185+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3185
 BH3185  HISTORY     - Date     Condition        Report By
 BH3185  HISTORY     - 1988     MONUMENTED       LADTD
 BH3185
 BH3185                          STATION DESCRIPTION
 BH3185
 BH3185'DESCRIBED BY LA TRANSP AND DEV 1988
 BH3185'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF SLIDELL,
 BH3185'1.6 KM (1.00 MI) SOUTH OF THE MISSISSIPPI-LOUISIANA STATE LINE.
 BH3185'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH3185'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES HIGHWAYS 10, 12
 BH3185'AND 59 NORTHEAST OF SLIDELL, GO NORTH FOR 17.9 KM (11.10 MI) ON
 BH3185'HIGHWAY 59 TO THE MARK ON THE LEFT, SET IN A DRILL HOLE IN THE TOP OF
 BH3185'THE BERM NEAR THE SOUTHWEST CORNER OF THE NORTH BOUND BRIDGE OF
 BH3185'HIGHWAY 59 OVER RONES BAYOU.
 BH3185'THE STATION IS 6.7 M (22.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 BH3185'NORTH BOUND LANES OF HIGHWAY 59, 5.2 M (17.1 FT) SOUTH-SOUTHWEST FROM
 BH3185'THE MOST WESTERLY ONE OF THE SOUTH SET OF BRIDGE PIERS, 1.7 M
 BH3185'(5.6 FT) NORTH-NORTHWEST FROM THE SOUTHWEST CORNER OF THE BRIDGE AND
 BH3185'1.2 M (3.9 FT) NORTH FROM THE WEST END OF THE BRIDGE ABUTMENT.  THE
 BH3185'MARK IS FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL
 BH3185'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3275 ***********************************************************************
 BJ3275  DESIGNATION -  52 H 003 LADH
 BJ3275  PID         -  BJ3275
 BJ3275  STATE/COUNTY-  LA/ST TAMMANY
 BJ3275  USGS QUAD   -  MADISONVILLE (1979)
 BJ3275
 BJ3275                         *CURRENT SURVEY CONTROL
 BJ3275  ___________________________________________________________________
 BJ3275* NAD 83(1986)-  30 27 51.     (N)    090 12 04.     (W)     SCALED    
 BJ3275* NAVD 88     -        14.493  (meters)      47.55   (feet)  ADJUSTED  
 BJ3275  ___________________________________________________________________
 BJ3275  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ3275  DYNAMIC HT  -          14.475 (meters)      47.49  (feet)  COMP
 BJ3275  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BJ3275
 BJ3275  VERT ORDER  -  SECOND    CLASS I
 BJ3275
 BJ3275.The horizontal coordinates were scaled from a topographic map and have
 BJ3275.an estimated accuracy of +/- 6 seconds.
 BJ3275
 BJ3275.The orthometric height was determined by differential leveling
 BJ3275.and adjusted by the National Geodetic Survey in February 1994..
 BJ3275
 BJ3275.The geoid height was determined by GEOID03.
 BJ3275
 BJ3275.The dynamic height is computed by dividing the NAVD 88
 BJ3275.geopotential number by the normal gravity value computed on the
 BJ3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3275.degrees latitude (g = 980.6199 gals.).
 BJ3275
 BJ3275.The modeled gravity was interpolated from observed gravity values.
 BJ3275
 BJ3275;                    North         East    Units  Estimated Accuracy
 BJ3275;SPC LA S     -   218,260.    1,108,730.      MT  (+/- 180 meters Scaled)
 BJ3275
 BJ3275                          SUPERSEDED SURVEY CONTROL
 BJ3275
 BJ3275.No superseded survey control is available for this station.
 BJ3275
 BJ3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP687735(NAD 83)
 BJ3275_MARKER: DE = TRAVERSE STATION DISK
 BJ3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3275_SP_SET: CONCRETE POST
 BJ3275_STAMPING: 52H003 1976
 BJ3275_MARK LOGO: LADH  
 BJ3275_PROJECTION: FLUSH
 BJ3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3275+STABILITY: SURFACE MOTION
 BJ3275
 BJ3275  HISTORY     - Date     Condition        Report By
 BJ3275  HISTORY     - 1976     MONUMENTED       LADH
 BJ3275  HISTORY     - 1982     GOOD             LADTD
 BJ3275
 BJ3275                          STATION DESCRIPTION
 BJ3275
 BJ3275'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3275'10.3 KM (6.4 MI) WEST FROM COVINGTON.
 BJ3275'FROM THE INTERSECTION OF INTERSTATE  12 AND STATE HIGHWAY 1077
 BJ3275'SOUTHWEST OF COVINGTON, GO WEST ALONG INTERSTATE 12 FOR 2.4 KM (1.5
 BJ3275'MI) TO THE OVERPASS ON STATE HIGHWAY 1085 OVER INTERSTATE 12, STATION
 BJ3275'IS NEAR SOUTHEAST CORNER OF THE OVERPASS, 46 METERS (151 FT) SOUTHWEST
 BJ3275'OF THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 12, 5.8 METERS
 BJ3275'(19 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 1085, 1.5 METERS
 BJ3275'(5 FT) SOUTH OF SOUTHEAST CORNER OF THE OVERPASS, 1.5 METERS (5 FT)
 BJ3275'SOUTHEAST OF A GUARDRAIL.
 BJ3275'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BJ3275'THE MARK IS 0930 M BELOW LA 1085.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3276 ***********************************************************************
 BJ3276  DESIGNATION -  52 H 004 LADH
 BJ3276  PID         -  BJ3276
 BJ3276  STATE/COUNTY-  LA/ST TAMMANY
 BJ3276  USGS QUAD   -  MADISONVILLE (1979)
 BJ3276
 BJ3276                         *CURRENT SURVEY CONTROL
 BJ3276  ___________________________________________________________________
 BJ3276* NAD 83(1986)-  30 27 30.     (N)    090 10 41.     (W)     SCALED    
 BJ3276* NAVD 88     -        14.701  (meters)      48.23   (feet)  ADJUSTED  
 BJ3276  ___________________________________________________________________
 BJ3276  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ3276  DYNAMIC HT  -          14.682 (meters)      48.17  (feet)  COMP
 BJ3276  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ3276
 BJ3276  VERT ORDER  -  SECOND    CLASS I
 BJ3276
 BJ3276.The horizontal coordinates were scaled from a topographic map and have
 BJ3276.an estimated accuracy of +/- 6 seconds.
 BJ3276
 BJ3276.The orthometric height was determined by differential leveling
 BJ3276.and adjusted by the National Geodetic Survey in February 1994..
 BJ3276
 BJ3276.The geoid height was determined by GEOID03.
 BJ3276
 BJ3276.The dynamic height is computed by dividing the NAVD 88
 BJ3276.geopotential number by the normal gravity value computed on the
 BJ3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3276.degrees latitude (g = 980.6199 gals.).
 BJ3276
 BJ3276.The modeled gravity was interpolated from observed gravity values.
 BJ3276
 BJ3276;                    North         East    Units  Estimated Accuracy
 BJ3276;SPC LA S     -   217,630.    1,110,950.      MT  (+/- 180 meters Scaled)
 BJ3276
 BJ3276                          SUPERSEDED SURVEY CONTROL
 BJ3276
 BJ3276.No superseded survey control is available for this station.
 BJ3276
 BJ3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP709729(NAD 83)
 BJ3276_MARKER: DE = TRAVERSE STATION DISK
 BJ3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3276_SP_SET: CONCRETE POST
 BJ3276_STAMPING: 52H004 1976
 BJ3276_MARK LOGO: LADH  
 BJ3276_PROJECTION: FLUSH
 BJ3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3276+STABILITY: SURFACE MOTION
 BJ3276
 BJ3276  HISTORY     - Date     Condition        Report By
 BJ3276  HISTORY     - 1976     MONUMENTED       LADH
 BJ3276  HISTORY     - 1982     GOOD             LADTD
 BJ3276
 BJ3276                          STATION DESCRIPTION
 BJ3276
 BJ3276'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3276'8.2 KM (5.1 MI) WSW FROM COVINGTON.
 BJ3276'STATION IS LOCATED IN THE INTERSECTION OF INTERSTATE 12 AND STATE
 BJ3276'HIGHWAY 1077 SOUTHWEST OF COVINGTON, NEAR THE NORTHWEST CORNER OF THE
 BJ3276'OVERPASS, 50.3 METERS (165 FT) NORTH OF THE CENTER OF THE WEST BOUND
 BJ3276'LANE ON INTERSTATE HIGHWAY 12, 8.8 METERS (29 FT) NORTHWEST OF A
 BJ3276'BRIDGE ABUTMENT, 7.3 METERS (24 FT) WEST OF THE CENTER OF STATE
 BJ3276'HIGHWAY 1077, 0.9 METER (3 FT) WEST OF THE NORTHWEST CORNER OF THE
 BJ3276'OVERPASS.
 BJ3276'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3276'THE MARK IS 0.30 M BELOW LA 1077.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3277 ***********************************************************************
 BJ3277  DESIGNATION -  52 H 005 LADH
 BJ3277  PID         -  BJ3277
 BJ3277  STATE/COUNTY-  LA/ST TAMMANY
 BJ3277  USGS QUAD   -  MADISONVILLE (1979)
 BJ3277
 BJ3277                         *CURRENT SURVEY CONTROL
 BJ3277  ___________________________________________________________________
 BJ3277* NAD 83(1986)-  30 27 03.     (N)    090 09 19.     (W)     SCALED    
 BJ3277* NAVD 88     -         6.865  (meters)      22.52   (feet)  ADJUSTED  
 BJ3277  ___________________________________________________________________
 BJ3277  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ3277  DYNAMIC HT  -           6.856 (meters)      22.49  (feet)  COMP
 BJ3277  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 BJ3277
 BJ3277  VERT ORDER  -  SECOND    CLASS I
 BJ3277
 BJ3277.The horizontal coordinates were scaled from a topographic map and have
 BJ3277.an estimated accuracy of +/- 6 seconds.
 BJ3277
 BJ3277.The orthometric height was determined by differential leveling
 BJ3277.and adjusted by the National Geodetic Survey in February 1994..
 BJ3277
 BJ3277.The geoid height was determined by GEOID03.
 BJ3277
 BJ3277.The dynamic height is computed by dividing the NAVD 88
 BJ3277.geopotential number by the normal gravity value computed on the
 BJ3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3277.degrees latitude (g = 980.6199 gals.).
 BJ3277
 BJ3277.The modeled gravity was interpolated from observed gravity values.
 BJ3277
 BJ3277;                    North         East    Units  Estimated Accuracy
 BJ3277;SPC LA S     -   216,820.    1,113,140.      MT  (+/- 180 meters Scaled)
 BJ3277
 BJ3277                          SUPERSEDED SURVEY CONTROL
 BJ3277
 BJ3277.No superseded survey control is available for this station.
 BJ3277
 BJ3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP731721(NAD 83)
 BJ3277_MARKER: DE = TRAVERSE STATION DISK
 BJ3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3277_SP_SET: CONCRETE POST
 BJ3277_STAMPING: 52H005 1977
 BJ3277_MARK LOGO: LADH  
 BJ3277_PROJECTION: FLUSH
 BJ3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3277+STABILITY: SURFACE MOTION
 BJ3277
 BJ3277  HISTORY     - Date     Condition        Report By
 BJ3277  HISTORY     - 1977     MONUMENTED       LADTD
 BJ3277  HISTORY     - 1982     GOOD             LADTD
 BJ3277
 BJ3277                          STATION DESCRIPTION
 BJ3277
 BJ3277'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3277'6.4 KM (4 MI) WSW FROM COVINGTON.
 BJ3277'FROM THE INTERSECTION OF INTERSTATE 12 AND STATE HIGHWAY 1077
 BJ3277'SOUTHWEST OF COVINGTON, GO EAST ALONG INTERSTATE 12 FOR 2.3 KM
 BJ3277'(1.4 MI) TO STATION ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR A
 BJ3277'FENCE, 31.7 METERS (104 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANE
 BJ3277'ON INTERSTATE 12, 31.4 METERS (103 FT) SOUTHEAST OF THE SOUTH END OF A
 BJ3277'CONCRETE CULVERT UNDER THE INTERSTATE, 1.5 METERS (5 FT) NORTH OF A
 BJ3277'10-INCH PINE TREE, 0.6 METER (2 FT) NORTH OF A FENCE.
 BJ3277'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3277'THE MARK IS 0.46 M BELOW I-12 EAST BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2860 ***********************************************************************
 BJ2860  DESIGNATION -  52 H 006
 BJ2860  PID         -  BJ2860
 BJ2860  STATE/COUNTY-  LA/ST TAMMANY
 BJ2860  USGS QUAD   -  MADISONVILLE (1979)
 BJ2860
 BJ2860                         *CURRENT SURVEY CONTROL
 BJ2860  ___________________________________________________________________
 BJ2860* NAD 83(1992)-  30 26 49.06490(N)    090 08 27.02895(W)     ADJUSTED  
 BJ2860* NAVD 88     -        12.266  (meters)      40.24   (feet)  ADJUSTED  
 BJ2860  ___________________________________________________________________
 BJ2860  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BJ2860  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2860  DYNAMIC HT  -          12.251 (meters)      40.19  (feet)  COMP
 BJ2860  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 BJ2860
 BJ2860  HORZ ORDER  -  SECOND
 BJ2860  VERT ORDER  -  SECOND    CLASS I
 BJ2860
 BJ2860.The horizontal coordinates were established by classical geodetic methods
 BJ2860.and adjusted by the National Geodetic Survey in January 1993..
 BJ2860
 BJ2860.The orthometric height was determined by differential leveling
 BJ2860.and adjusted by the National Geodetic Survey in February 1994..
 BJ2860
 BJ2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2860
 BJ2860.The geoid height was determined by GEOID03.
 BJ2860
 BJ2860.The dynamic height is computed by dividing the NAVD 88
 BJ2860.geopotential number by the normal gravity value computed on the
 BJ2860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2860.degrees latitude (g = 980.6199 gals.).
 BJ2860
 BJ2860.The modeled gravity was interpolated from observed gravity values.
 BJ2860
 BJ2860;                    North         East     Units Scale Factor Converg.
 BJ2860;SPC LA S     -   216,407.763 1,114,532.897   MT  0.99995595   +0 35 46.5
 BJ2860;SPC LA S     -   709,997.80  3,656,596.68   sFT  0.99995595   +0 35 46.5
 BJ2860;UTM  15      - 3,371,787.484   774,570.946   MT  1.00053015   +1 26 59.1
 BJ2860
 BJ2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2860!SPC LA S     -   1.00000230  x   0.99995595  =   0.99995825
 BJ2860!UTM  15      -   1.00000230  x   1.00053015  =   1.00053245
 BJ2860
 BJ2860:                Primary Azimuth Mark                     Grid Az
 BJ2860:SPC LA S     -  52 H 007                                 110 20 18.2
 BJ2860:UTM  15      -  52 H 007                                 109 29 05.6
 BJ2860
 BJ2860|---------------------------------------------------------------------|
 BJ2860| PID    Reference Object                     Distance      Geod. Az  |
 BJ2860|                                                           dddmmss.s |
 BJ2860| BJ2864 52 H 007                            APPROX. 2.6 KM 1105604.7 |
 BJ2860|---------------------------------------------------------------------|
 BJ2860
 BJ2860                          SUPERSEDED SURVEY CONTROL
 BJ2860
 BJ2860  NAD 83(1986)-  30 26 49.07932(N)    090 08 27.02643(W) AD(       ) 2
 BJ2860  NAD 27      -  30 26 48.38364(N)    090 08 26.74297(W) AD(       ) 2
 BJ2860  NGVD 29 (??/??/??)   12.290  (m)           40.32   (f) ADJUSTED    2 1
 BJ2860
 BJ2860.Superseded values are not recommended for survey control.
 BJ2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2860.See file dsdata.txt to determine how the superseded data were derived.
 BJ2860
 BJ2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7457171787(NAD 83)
 BJ2860_MARKER: DE = TRAVERSE STATION DISK
 BJ2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2860_SP_SET: CONCRETE POST
 BJ2860_STAMPING: 52 H 006 1977
 BJ2860_MARK LOGO: LADH  
 BJ2860_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2860+STABILITY: SURFACE MOTION
 BJ2860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2860+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BJ2860
 BJ2860  HISTORY     - Date     Condition        Report By
 BJ2860  HISTORY     - 1976     MONUMENTED       LADTD
 BJ2860  HISTORY     - 1977     GOOD             LADTD
 BJ2860  HISTORY     - 1982     GOOD             LADTD
 BJ2860  HISTORY     - 1986     GOOD             LADTD
 BJ2860  HISTORY     - 20050216 GOOD             USPSQD
 BJ2860
 BJ2860                          STATION DESCRIPTION
 BJ2860
 BJ2860'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ2860'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF COVINGTON AND
 BJ2860'4 MILES SOUTHEAST OF GOODBEE.  THE MARK IS SET ON DEPARTMENT OF
 BJ2860'HIGHWAYS PROPERTY IN THE MEDIAN OF INTERSTATE HIGHWAY NEAR A
 BJ2860'INTERCHANGE.
 BJ2860'
 BJ2860'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 1077
 BJ2860'AND INTERSTATE HIGHWAY 12 JUST SOUTHEAST OF GOODBEE, DRIVE EAST
 BJ2860'ALONG INTERSTATE 12 FOR 2.3 MILES TO THE STATE HIGHWAY 21
 BJ2860'AND INTERSTATE HIGHWAY 12 INTERCHANGE AND THE MARK SET ON THE LEFT
 BJ2860'AND NORTH OF THE HIGHWAY JUST WEST OF THE INTERCHANGE IN THE
 BJ2860'MEDIAN.
 BJ2860'
 BJ2860'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ2860'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ2860'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ2860'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ2860'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ2860'STAMPED 52H006 1976.  THE MARK IS 48 FEET NORTH OF THE CENTER
 BJ2860'OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 40 FEET SOUTH
 BJ2860'OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 12,
 BJ2860'30 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OVERPASS ON
 BJ2860'THE EAST BOUND LANE OF INTERSTATE HIGHWAY 12, 23 FEET SOUTH OF
 BJ2860'THE SOUTHWEST CORNER OF THE OVERPASS ON THE WEST BOUND LANE
 BJ2860'ON INTERSTATE HIGHWAY 12 AND 2 FEET EAST OF A METAL
 BJ2860'WITNESS POST AND SIGN.
 BJ2860
 BJ2860                          STATION RECOVERY (1977)
 BJ2860
 BJ2860'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ2860'3 MI SW FROM COVINGTON.
 BJ2860'3.2 MILES SOUTHWEST ALONG LA. 21 FROM THE JUNCTION OF LA. 21 AND US
 BJ2860'190 BUSINESS IN COVINGTON. SET IN MEDIAN OF I-12, 23 FEET SOUTHWEST
 BJ2860'OF SOUTHWEST CORNER OF WEST BOUND OVERPASS I-12 OVER LA. 21, 30 FEET
 BJ2860'NORTH OF THE NORTHWEST CORNER OF EAST BOUND OVERPASS.
 BJ2860
 BJ2860                          STATION RECOVERY (1982)
 BJ2860
 BJ2860'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2860'RECOVERED IN GOOD CONDITION.
 BJ2860
 BJ2860                          STATION RECOVERY (1986)
 BJ2860
 BJ2860'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ2860'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ2860
 BJ2860                          STATION RECOVERY (2005)
 BJ2860
 BJ2860'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ2860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2864 ***********************************************************************
 BJ2864  DESIGNATION -  52 H 007
 BJ2864  PID         -  BJ2864
 BJ2864  STATE/COUNTY-  LA/ST TAMMANY
 BJ2864  USGS QUAD   -  COVINGTON (1994)
 BJ2864
 BJ2864                         *CURRENT SURVEY CONTROL
 BJ2864  ___________________________________________________________________
 BJ2864* NAD 83(1992)-  30 26 18.44954(N)    090 06 54.69722(W)     ADJUSTED  
 BJ2864* NAVD 88     -        10.922  (meters)      35.83   (feet)  ADJUSTED  
 BJ2864  ___________________________________________________________________
 BJ2864  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BJ2864  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ2864  DYNAMIC HT  -          10.908 (meters)      35.79  (feet)  COMP
 BJ2864  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 BJ2864
 BJ2864  HORZ ORDER  -  SECOND
 BJ2864  VERT ORDER  -  SECOND    CLASS I
 BJ2864
 BJ2864.The horizontal coordinates were established by classical geodetic methods
 BJ2864.and adjusted by the National Geodetic Survey in January 1993..
 BJ2864
 BJ2864.The orthometric height was determined by differential leveling
 BJ2864.and adjusted by the National Geodetic Survey in February 1994..
 BJ2864
 BJ2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2864
 BJ2864.The geoid height was determined by GEOID03.
 BJ2864
 BJ2864.The dynamic height is computed by dividing the NAVD 88
 BJ2864.geopotential number by the normal gravity value computed on the
 BJ2864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2864.degrees latitude (g = 980.6199 gals.).
 BJ2864
 BJ2864.The modeled gravity was interpolated from observed gravity values.
 BJ2864
 BJ2864;                    North         East     Units Scale Factor Converg.
 BJ2864;SPC LA S     -   215,490.986 1,117,006.161   MT  0.99995481   +0 36 32.7
 BJ2864;SPC LA S     -   706,990.01  3,664,711.05   sFT  0.99995481   +0 36 32.7
 BJ2864;UTM  15      - 3,370,907.134   777,059.040   MT  1.00054709   +1 27 44.7
 BJ2864
 BJ2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2864!SPC LA S     -   1.00000251  x   0.99995481  =   0.99995732
 BJ2864!UTM  15      -   1.00000251  x   1.00054709  =   1.00054960
 BJ2864
 BJ2864:                Primary Azimuth Mark                     Grid Az
 BJ2864:SPC LA S     -  52 H 008                                 112 36 29.5
 BJ2864:UTM  15      -  52 H 008                                 111 45 17.5
 BJ2864
 BJ2864|---------------------------------------------------------------------|
 BJ2864| PID    Reference Object                     Distance      Geod. Az  |
 BJ2864|                                                           dddmmss.s |
 BJ2864| BJ2865 52 H 008                            APPROX. 1.7 KM 1131302.2 |
 BJ2864|---------------------------------------------------------------------|
 BJ2864
 BJ2864                          SUPERSEDED SURVEY CONTROL
 BJ2864
 BJ2864  NAD 83(1986)-  30 26 18.46295(N)    090 06 54.69479(W) AD(       ) 2
 BJ2864  NAD 27      -  30 26 17.76616(N)    090 06 54.41449(W) AD(       ) 2
 BJ2864  NGVD 29 (??/??/??)   10.931  (m)           35.86   (f) ADJUSTED    2 1
 BJ2864
 BJ2864.Superseded values are not recommended for survey control.
 BJ2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2864.See file dsdata.txt to determine how the superseded data were derived.
 BJ2864
 BJ2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7705970907(NAD 83)
 BJ2864_MARKER: DE = TRAVERSE STATION DISK
 BJ2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2864_SP_SET: CONCRETE POST
 BJ2864_STAMPING: 52 H 007 1977
 BJ2864_MARK LOGO: LADH  
 BJ2864_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2864+STABILITY: SURFACE MOTION
 BJ2864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2864+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 BJ2864
 BJ2864  HISTORY     - Date     Condition        Report By
 BJ2864  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2864  HISTORY     - 1977     GOOD             LADTD
 BJ2864  HISTORY     - 1982     GOOD             LADTD
 BJ2864  HISTORY     - 1986     GOOD             LADTD
 BJ2864  HISTORY     - 20040323 GOOD             KELMCH
 BJ2864
 BJ2864                          STATION DESCRIPTION
 BJ2864
 BJ2864'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BJ2864'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF COVINGTON.  THE
 BJ2864'MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY JUST EAST OF
 BJ2864'THE TCHEFUNCTE RIVER IN THE MEDIAN OF THE HIGHWAY.
 BJ2864'
 BJ2864'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 190
 BJ2864'AND INTERSTATE HIGHWAY 12 JUST SOUTH OF COVINGTON, DRIVE WEST
 BJ2864'ALONG INTERSTATE HIGHWAY 12 FOR 2 MILES TO THE TWIN BRIDGES
 BJ2864'OVER THE TCHEFUNCTE RIVER AND THE MARK ON THE LEFT SET IN THE
 BJ2864'MEDIAN EAST OF THE BRIDGE.
 BJ2864'
 BJ2864'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ2864'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ2864'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ2864'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ2864'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ2864'STAMPED 52H007 1977.  THE MARK IS 47 FEET NORTH OF THE CENTER
 BJ2864'OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 41 FEET SOUTH
 BJ2864'OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 12,
 BJ2864'28 FEET EAST OF A FENCE IN THE MEDIAN OF THE HIGHWAY BETWEEN
 BJ2864'BRIDGES, 33 FEET NORTHEAST OF THE NORTHEAST CORNER ON THE
 BJ2864'BRIDGE ON THE EAST BOUND LANE, 23 FEET SOUTH-SOUTHWEST OF
 BJ2864'THE SOUTHEAST CORNER OF THE BRIDGE ON THE WEST BOUND LANE
 BJ2864'AND 2 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ2864
 BJ2864                          STATION RECOVERY (1977)
 BJ2864
 BJ2864'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ2864'COVINGTON.
 BJ2864'1.8 MILE EAST ALONG I-12 FROM THE JUNCTION OF I-12 AND LA. 21, IN THE
 BJ2864'MEDIAN OF THE EAST HEADER OF TCHEFUNCTE RIVER, 32 FEET NORTH OF THE
 BJ2864'NORTHEAST CORNER OF THE EAST BOUND BRIDGE AND 32 FEET SOUTHE OF THE
 BJ2864'SOUTHEAST CORNER OF THE WEST BOUND BRIDGE
 BJ2864
 BJ2864                          STATION RECOVERY (1982)
 BJ2864
 BJ2864'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2864'RECOVERED IN GOOD CONDITION.
 BJ2864
 BJ2864                          STATION RECOVERY (1986)
 BJ2864
 BJ2864'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ2864'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ2864
 BJ2864                          STATION RECOVERY (2004)
 BJ2864
 BJ2864'RECOVERY NOTE BY KELLY MCHUGH AND ASSOCIATES INC 2004 (RFD)
 BJ2864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2865 ***********************************************************************
 BJ2865  DESIGNATION -  52 H 008
 BJ2865  PID         -  BJ2865
 BJ2865  STATE/COUNTY-  LA/ST TAMMANY
 BJ2865  USGS QUAD   -  COVINGTON (1994)
 BJ2865
 BJ2865                         *CURRENT SURVEY CONTROL
 BJ2865  ___________________________________________________________________
 BJ2865* NAD 83(1992)-  30 25 56.92185(N)    090 05 56.79182(W)     ADJUSTED  
 BJ2865* NAVD 88     -         4.719  (meters)      15.48   (feet)  ADJUSTED  
 BJ2865  ___________________________________________________________________
 BJ2865  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BJ2865  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ2865  DYNAMIC HT  -           4.713 (meters)      15.46  (feet)  COMP
 BJ2865  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 BJ2865
 BJ2865  HORZ ORDER  -  SECOND
 BJ2865  VERT ORDER  -  SECOND    CLASS I
 BJ2865
 BJ2865.The horizontal coordinates were established by classical geodetic methods
 BJ2865.and adjusted by the National Geodetic Survey in January 1993..
 BJ2865
 BJ2865.The orthometric height was determined by differential leveling
 BJ2865.and adjusted by the National Geodetic Survey in February 1994..
 BJ2865
 BJ2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2865
 BJ2865.The geoid height was determined by GEOID03.
 BJ2865
 BJ2865.The dynamic height is computed by dividing the NAVD 88
 BJ2865.geopotential number by the normal gravity value computed on the
 BJ2865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2865.degrees latitude (g = 980.6199 gals.).
 BJ2865
 BJ2865.The modeled gravity was interpolated from observed gravity values.
 BJ2865
 BJ2865;                    North         East     Units Scale Factor Converg.
 BJ2865;SPC LA S     -   214,844.656 1,118,558.240   MT  0.99995402   +0 37 01.7
 BJ2865;SPC LA S     -   704,869.51  3,669,803.16   sFT  0.99995402   +0 37 01.7
 BJ2865;UTM  15      - 3,370,283.615   778,621.507   MT  1.00055781   +1 28 13.1
 BJ2865
 BJ2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2865!SPC LA S     -   1.00000348  x   0.99995402  =   0.99995750
 BJ2865!UTM  15      -   1.00000348  x   1.00055781  =   1.00056129
 BJ2865
 BJ2865:                Primary Azimuth Mark                     Grid Az
 BJ2865:SPC LA S     -  52 H 009                                 104 26 52.8
 BJ2865:UTM  15      -  52 H 009                                 103 35 41.4
 BJ2865
 BJ2865|---------------------------------------------------------------------|
 BJ2865| PID    Reference Object                     Distance      Geod. Az  |
 BJ2865|                                                           dddmmss.s |
 BJ2865| BJ2841 52 H 009                            APPROX. 1.6 KM 1050354.5 |
 BJ2865|---------------------------------------------------------------------|
 BJ2865
 BJ2865                          SUPERSEDED SURVEY CONTROL
 BJ2865
 BJ2865  NAD 83(1986)-  30 25 56.93443(N)    090 05 56.78942(W) AD(       ) 2
 BJ2865  NAD 27      -  30 25 56.23691(N)    090 05 56.51123(W) AD(       ) 2
 BJ2865  NGVD 29 (??/??/??)    4.706  (m)           15.44   (f) ADJUSTED    2 1
 BJ2865
 BJ2865.Superseded values are not recommended for survey control.
 BJ2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2865.See file dsdata.txt to determine how the superseded data were derived.
 BJ2865
 BJ2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7862270284(NAD 83)
 BJ2865_MARKER: DE = TRAVERSE STATION DISK
 BJ2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2865_SP_SET: CONCRETE POST
 BJ2865_STAMPING: 52 H 008 1977
 BJ2865_MARK LOGO: LADH  
 BJ2865_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ2865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2865+STABILITY: SURFACE MOTION
 BJ2865
 BJ2865  HISTORY     - Date     Condition        Report By
 BJ2865  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2865  HISTORY     - 1977     GOOD             LADTD
 BJ2865  HISTORY     - 1979     GOOD             LADTD
 BJ2865  HISTORY     - 1982     GOOD             LADTD
 BJ2865  HISTORY     - 1986     GOOD             LADTD
 BJ2865
 BJ2865                          STATION DESCRIPTION
 BJ2865
 BJ2865'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BJ2865'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF COVINGTON.  THE
 BJ2865'STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY SOUTH
 BJ2865'OF INTERSTATE HIGHWAY 12 NEAR A FENCE.
 BJ2865'
 BJ2865'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 190
 BJ2865'AND INTERSTATE HIGHWAY 12 JUST SOUTH OF COVINGTON, DRIVE WEST
 BJ2865'ALONG INTERSTATE HIGHWAY 12 FOR 1.0 MILE TO THE MARK SET SOUTH
 BJ2865'OF THE EAST BOUND LANE NEAR A FENCE AND A CONCRETE HIGHWAY
 BJ2865'RIGHT-OF-WAY MARKER.
 BJ2865'
 BJ2865'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ2865'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ2865'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ2865'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ2865'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ2865'STAMPED 52H008 1977.  THE MARK IS 120.5 FEET EAST OF A HIGHWAY
 BJ2865'RIGHT-OF-WAY MARKER (STA. 1395+66.50), 103 FEET SOUTH OF THE
 BJ2865'CENTER OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 38
 BJ2865'FEET NORTHWEST OF A 16 INCH PINE TREE, 19 FEET NORTH OF A 10
 BJ2865'INCH RED OAK TREE AND 2.5 FEET NORTH OF A FENCE.
 BJ2865
 BJ2865                          STATION RECOVERY (1977)
 BJ2865
 BJ2865'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ2865'COVINGTON.
 BJ2865'2.9 MILE EAST ALONG I-12 FROM THE JUNCTION OF I-12 AND LA. 21, 1.1
 BJ2865'MILE EAST OF TCHEFUNCTE RIVER, 102 FEET SOUTH OF EAST BOUND LANE
 BJ2865'CENTERLINE, 4 FEET NORTH OF FENCE
 BJ2865
 BJ2865                          STATION RECOVERY (1979)
 BJ2865
 BJ2865'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ2865'THE STATION WAS VISITED IN NOVEMBER OF 1979.  THE MARK WAS FOUND IN
 BJ2865'GOOD CONDITION.  THE 1977 DESCRIPTION IS ADEQUATE TO RECOVER THE
 BJ2865'STATION.
 BJ2865
 BJ2865                          STATION RECOVERY (1982)
 BJ2865
 BJ2865'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2865'RECOVERED IN GOOD CONDITION.
 BJ2865
 BJ2865                          STATION RECOVERY (1986)
 BJ2865
 BJ2865'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ2865'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ2865'THE MARK IS 0.6 METER (2 FT) SOUTH OF A METAL WITNESS POST WITH
 BJ2865'SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2841 ***********************************************************************
 BJ2841  DESIGNATION -  52 H 009
 BJ2841  PID         -  BJ2841
 BJ2841  STATE/COUNTY-  LA/ST TAMMANY
 BJ2841  USGS QUAD   -  COVINGTON (1994)
 BJ2841
 BJ2841                         *CURRENT SURVEY CONTROL
 BJ2841  ___________________________________________________________________
 BJ2841* NAD 83(1992)-  30 25 43.35304(N)    090 04 58.63591(W)     ADJUSTED  
 BJ2841* NAVD 88     -        12.314  (meters)      40.40   (feet)  ADJUSTED  
 BJ2841  ___________________________________________________________________
 BJ2841  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BJ2841  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ2841  DYNAMIC HT  -          12.298 (meters)      40.35  (feet)  COMP
 BJ2841  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 BJ2841
 BJ2841  HORZ ORDER  -  SECOND
 BJ2841  VERT ORDER  -  SECOND    CLASS I
 BJ2841
 BJ2841.The horizontal coordinates were established by classical geodetic methods
 BJ2841.and adjusted by the National Geodetic Survey in May 1994..
 BJ2841
 BJ2841.The orthometric height was determined by differential leveling
 BJ2841.and adjusted by the National Geodetic Survey in February 1994..
 BJ2841
 BJ2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2841
 BJ2841.The geoid height was determined by GEOID03.
 BJ2841
 BJ2841.The dynamic height is computed by dividing the NAVD 88
 BJ2841.geopotential number by the normal gravity value computed on the
 BJ2841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2841.degrees latitude (g = 980.6199 gals.).
 BJ2841
 BJ2841.The modeled gravity was interpolated from observed gravity values.
 BJ2841
 BJ2841;                    North         East     Units Scale Factor Converg.
 BJ2841;SPC LA S     -   214,443.680 1,120,114.514   MT  0.99995353   +0 37 30.7
 BJ2841;SPC LA S     -   703,553.97  3,674,909.03   sFT  0.99995353   +0 37 30.7
 BJ2841;UTM  15      - 3,369,905.627   780,184.530   MT  1.00056858   +1 28 42.1
 BJ2841;UTM  16      - 3,370,328.803   203,872.455   MT  1.00068197   -1 33 45.2
 BJ2841
 BJ2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2841!SPC LA S     -   1.00000229  x   0.99995353  =   0.99995582
 BJ2841!UTM  15      -   1.00000229  x   1.00056858  =   1.00057087
 BJ2841!UTM  16      -   1.00000229  x   1.00068197  =   1.00068426
 BJ2841
 BJ2841:                Primary Azimuth Mark                     Grid Az
 BJ2841:SPC LA S     -  ADAMS AZ MK LADTD                        316 36 42.4
 BJ2841:UTM  15      -  ADAMS AZ MK LADTD                        315 45 31.0
 BJ2841:UTM  16      -  ADAMS AZ MK LADTD                        318 47 58.3
 BJ2841
 BJ2841|---------------------------------------------------------------------|
 BJ2841| PID    Reference Object                     Distance      Geod. Az  |
 BJ2841|                                                           dddmmss.s |
 BJ2841| BJ2866 ADAMS AZ MK LADTD                   400.869 METERS 3171413.1 |
 BJ2841|---------------------------------------------------------------------|
 BJ2841
 BJ2841                          SUPERSEDED SURVEY CONTROL
 BJ2841
 BJ2841  NAD 83(1992)-  30 25 43.35307(N)    090 04 58.63591(W) AD(       ) 2
 BJ2841  NAD 83(1986)-  30 25 43.36483(N)    090 04 58.63341(W) AD(       ) 2
 BJ2841  NAD 27      -  30 25 42.66675(N)    090 04 58.35730(W) AD(       ) 2
 BJ2841  NGVD 29 (??/??/??)   12.331  (m)           40.46   (f) ADJUSTED    2 1
 BJ2841
 BJ2841.Superseded values are not recommended for survey control.
 BJ2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2841.See file dsdata.txt to determine how the superseded data were derived.
 BJ2841
 BJ2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8018569906(NAD 83)
 BJ2841_MARKER: DE = TRAVERSE STATION DISK
 BJ2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2841_SP_SET: CONCRETE POST
 BJ2841_STAMPING: 52 H 009 1977
 BJ2841_MARK LOGO: LADH  
 BJ2841_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2841+STABILITY: SURFACE MOTION
 BJ2841
 BJ2841  HISTORY     - Date     Condition        Report By
 BJ2841  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2841  HISTORY     - 1977     GOOD             LADH
 BJ2841  HISTORY     - 1979     GOOD             LADTD
 BJ2841  HISTORY     - 1982     GOOD             LADTD
 BJ2841  HISTORY     - 1986     GOOD             LADTD
 BJ2841
 BJ2841                          STATION DESCRIPTION
 BJ2841
 BJ2841'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BJ2841'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF COVINGTON.  THE
 BJ2841'MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY IN THE MEDIAN
 BJ2841'OF INTERSTATE HIGHWAY 12 JUST EAST OF THE U.S. HIGHWAY 190
 BJ2841'AND INTERSTATE HIGHWAY 12 INTERCHANGE.
 BJ2841'
 BJ2841'TO REACH THE STATION FROM THE INTERSECTION AT STATE HIGHWAY
 BJ2841'21 AND U.S. HIGHWAY 190 IN SOUTH COVINGTON, DRIVE SOUTH ON
 BJ2841'U.S. HIGHWAY 190 FOR 3.2 MILES TO THE INTERCHANGE ON INTERSTATE
 BJ2841'12.  THE MARK IS SET IN THE MEDIAN OF THE INTERSTATE JUST EAST
 BJ2841'OF THE TWIN BRIDGES.
 BJ2841'
 BJ2841'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ2841'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ2841'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ2841'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ2841'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ2841'STAMPED 52H009 1977.  THE MARK IS 46 FEET NORTH OF THE CENTER
 BJ2841'OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 43 FEET SOUTH
 BJ2841'OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 12,
 BJ2841'27.5 FEET NORTHEAST OF THE NORTHEAST CORNER ON THE OVERPASS
 BJ2841'ON THE EAST BOUND LANE, 23.5 FEET SOUTH OF THE SOUTHEAST
 BJ2841'CORNER ON THE OVERPASS ON THE WEST BOUND LANE AND 2 FEET WEST
 BJ2841'OF A METAL WITNESS POST AND SIGN.
 BJ2841
 BJ2841                          STATION RECOVERY (1977)
 BJ2841
 BJ2841'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1977
 BJ2841'3.4 MI SOUTH FROM COVINGTON.
 BJ2841'3.4 MILES SOUTH ALONG U.S. HIGHWAY FROM ITS JUNCTION WITH LOUISIANA
 BJ2841'HIGHWAY 21 AT CLAIBORNE HILL, COVINGTON, SET IN THE MEDIAN OF
 BJ2841'INTERSTATE I 12, 27 FEET NORTH OF THE NORTHEAST CORNER OF THE EAST
 BJ2841'BOUND LAND OVERPASS OVER U.S. 190, AND 23 FEET SOUTH OF THE SOUTHEAST
 BJ2841'CORNER OF THE WEST BOUND OVERPASS.
 BJ2841
 BJ2841                          STATION RECOVERY (1979)
 BJ2841
 BJ2841'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ2841'THE STATION WAS VISITED IN NOVEMBER OF 1979.  THE MARK WAS FOUND IN
 BJ2841'GOOD CONDITION.  THE 1977 DESCRIPTION IS ADEQUATE TO RECOVER THE
 BJ2841'STATION.  THE DIRECTIONS AND DISTANCES TO 52H008 1977 AND ADAMS
 BJ2841'AZ MK 1977 CHECKED TO THE 1977 DATA.
 BJ2841
 BJ2841                          STATION RECOVERY (1982)
 BJ2841
 BJ2841'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2841'RECOVERED IN GOOD CONDITION.
 BJ2841
 BJ2841                          STATION RECOVERY (1986)
 BJ2841
 BJ2841'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ2841'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4132 ***********************************************************************
 BJ4132  DESIGNATION -  52 H 011
 BJ4132  PID         -  BJ4132
 BJ4132  STATE/COUNTY-  LA/ST TAMMANY
 BJ4132  USGS QUAD   -  COVINGTON (1994)
 BJ4132
 BJ4132                         *CURRENT SURVEY CONTROL
 BJ4132  ___________________________________________________________________
 BJ4132* NAD 83(1986)-  30 24 50.     (N)    090 02 36.     (W)     SCALED    
 BJ4132* NAVD 88     -        16.516  (meters)      54.19   (feet)  ADJUSTED  
 BJ4132  ___________________________________________________________________
 BJ4132  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ4132  DYNAMIC HT  -          16.494 (meters)      54.11  (feet)  COMP
 BJ4132  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 BJ4132
 BJ4132  VERT ORDER  -  SECOND    CLASS II
 BJ4132
 BJ4132.The horizontal coordinates were scaled from a topographic map and have
 BJ4132.an estimated accuracy of +/- 6 seconds.
 BJ4132
 BJ4132.The orthometric height was determined by differential leveling
 BJ4132.and adjusted by the National Geodetic Survey in February 1994..
 BJ4132
 BJ4132.The geoid height was determined by GEOID03.
 BJ4132
 BJ4132.The dynamic height is computed by dividing the NAVD 88
 BJ4132.geopotential number by the normal gravity value computed on the
 BJ4132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4132.degrees latitude (g = 980.6199 gals.).
 BJ4132
 BJ4132.The modeled gravity was interpolated from observed gravity values.
 BJ4132
 BJ4132;                    North         East    Units  Estimated Accuracy
 BJ4132;SPC LA S     -   212,840.    1,123,940.      MT  (+/- 180 meters Scaled)
 BJ4132
 BJ4132                          SUPERSEDED SURVEY CONTROL
 BJ4132
 BJ4132.No superseded survey control is available for this station.
 BJ4132
 BJ4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP840683(NAD 83)
 BJ4132_MARKER: DE = TRAVERSE STATION DISK
 BJ4132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4132_SP_SET: CONCRETE POST
 BJ4132_STAMPING: 52H011 1977
 BJ4132_MARK LOGO: LADH  
 BJ4132_PROJECTION: FLUSH
 BJ4132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4132+STABILITY: SURFACE MOTION
 BJ4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4132+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 BJ4132
 BJ4132  HISTORY     - Date     Condition        Report By
 BJ4132  HISTORY     - 1977     MONUMENTED       LADH
 BJ4132  HISTORY     - 1983     GOOD             LADTD
 BJ4132  HISTORY     - 20060710 GOOD             LADTD
 BJ4132
 BJ4132                          STATION DESCRIPTION
 BJ4132
 BJ4132'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ4132'6.1 KM (3.8 MI) NORTH FROM MANDEVILLE.
 BJ4132'0.3 KM (0.2 MI) WEST ON INTERSTATE HIGHWAY 12 FROM THE JUNCTION
 BJ4132'OF INTERSTATE 12 AND STATE HIGHWAY 59 TO THE MARK IN THE MEDIAN AT THE
 BJ4132'EAST END OF THE ILLINOIS CENTRAL RAILROAD OVERPASS, 13.7 METERS (45 FT
 BJ4132'NORTH OF THE CENTER OF THE EASTBOUND LANES, 13.4 METERS (44 FT) SOUTH
 BJ4132'OF THE CENTER OF THE WESTBOUND LANES, 8.1 METERS (26.5 FT) NORTH OF
 BJ4132'THE NORTHEAST CORNER OF THE EASTBOUND BRIDGE, 7.5 METERS (24.5 FT)
 BJ4132'SOUTH OF THE SOUTHEAST CORNER OF THE WESTBOUND BRIDGE AND 5.8 METERS
 BJ4132'(19 FT) EAST OF A FENCE BETWEEN THE BRIDGES.
 BJ4132'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ4132'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ4132
 BJ4132                          STATION RECOVERY (2006)
 BJ4132
 BJ4132'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BJ4132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1930 ***********************************************************************
 BH1930  DESIGNATION -  52 H 026
 BH1930  PID         -  BH1930
 BH1930  STATE/COUNTY-  LA/ST TAMMANY
 BH1930  USGS QUAD   -  SLIDELL (1994)
 BH1930
 BH1930                         *CURRENT SURVEY CONTROL
 BH1930  ___________________________________________________________________
 BH1930* NAD 83(1992)-  30 18 37.69516(N)    089 46 15.87510(W)     ADJUSTED  
 BH1930* NAVD 88     -        14.   **(meters)      46.   **(feet)  SCALED    
 BH1930  **This station is located in a subsidence area (see below).
 BH1930  ___________________________________________________________________
 BH1930  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BH1930  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BH1930  DYNAMIC HT  -          13.8   (meters)      45.    (feet)  COMP
 BH1930  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BH1930
 BH1930  HORZ ORDER  -  SECOND
 BH1930
 BH1930.The horizontal coordinates were established by classical geodetic methods
 BH1930.and adjusted by the National Geodetic Survey in May 1994..
 BH1930
 BH1930 ** The orthometric height has not been validated since last determined
 BH1930 ** by differential leveling and should not be used for control purposes.
 BH1930 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1930 ** area with valid NAVD 88 orthometric heights.
 BH1930 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1930 ** epoch indicated which incorporates improved geoid heights for the
 BH1930 ** Southern Louisiana Subsidence area.
 BH1930 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1930.The orthometric height was scaled from a topographic map.
 BH1930
 BH1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1930
 BH1930.The geoid height was determined by GEOID03.
 BH1930
 BH1930.The dynamic height is computed by dividing the NAVD 88
 BH1930.geopotential number by the normal gravity value computed on the
 BH1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1930.degrees latitude (g = 980.6199 gals.).
 BH1930
 BH1930.The modeled gravity was interpolated from observed gravity values.
 BH1930
 BH1930;                    North         East     Units Scale Factor Converg.
 BH1930;SPC LA S     -   201,705.542 1,150,251.312   MT  0.99994029   +0 46 52.1
 BH1930;SPC LA S     -   661,762.27  3,773,782.85   sFT  0.99994029   +0 46 52.1
 BH1930;UTM  16      - 3,356,442.674   233,520.608   MT  1.00047615   -1 23 57.7
 BH1930
 BH1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1930!SPC LA S     -   1.00000205  x   0.99994029  =   0.99994234
 BH1930!UTM  16      -   1.00000205  x   1.00047615  =   1.00047820
 BH1930
 BH1930|---------------------------------------------------------------------|
 BH1930| PID    Reference Object                     Distance      Geod. Az  |
 BH1930|                                                           dddmmss.s |
 BH1930| BH2861 52C007 LDH 1965                      97.124 METERS 09007     |
 BH1930| BH2860 SLIDELL MUNICIPAL TANK 1966         APPROX. 2.3 KM 1794106.6 |
 BH1930| BH1931 52 H 027                            APPROX. 1.0 KM 1934734.4 |
 BH1930|---------------------------------------------------------------------|
 BH1930
 BH1930                          SUPERSEDED SURVEY CONTROL
 BH1930
 BH1930  NAD 83(1992)-  30 18 37.70145(N)    089 46 15.87398(W) AD(       ) 2
 BH1930  NAD 83(1986)-  30 18 37.70812(N)    089 46 15.87097(W) AD(       ) 2
 BH1930  NAD 27      -  30 18 37.01283(N)    089 46 15.64493(W) AD(       ) 2
 BH1930  NGVD 29 (07/19/86)   14.2    (m)           47.     (f) VERT ANG       
 BH1930
 BH1930.Superseded values are not recommended for survey control.
 BH1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1930.See file dsdata.txt to determine how the superseded data were derived.
 BH1930
 BH1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3352156443(NAD 83)
 BH1930_MARKER: DD = SURVEY DISK
 BH1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1930_SP_SET: CONCRETE POST
 BH1930_STAMPING: 52 H 026 1977
 BH1930_MARK LOGO: LADH  
 BH1930_PROJECTION: FLUSH
 BH1930_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1930+STABILITY: SURFACE MOTION
 BH1930
 BH1930  HISTORY     - Date     Condition        Report By
 BH1930  HISTORY     - 1977     MONUMENTED       LADTD
 BH1930  HISTORY     - 1978     GOOD             LADTD
 BH1930  HISTORY     - 1986     GOOD             LADTD
 BH1930
 BH1930                          STATION DESCRIPTION
 BH1930
 BH1930'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH1930'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DOWNTOWN
 BH1930'SLIDELL.  THE MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NEAR
 BH1930'THE NORTHWEST CORNER OF THE OVERPASS ON THE WEST BOUND LANE ON
 BH1930'INTERSTATE HIGHWAY 12 OVER U.S. HIGHWAY 11.
 BH1930'
 BH1930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BH1930'U.S. HIGHWAY 11 IN SLIDELL, DRIVE NORTH-NORTHEAST ALONG
 BH1930'U.S. HIGHWAY 11 FOR 1.7 MILES TO THE INTERCHANGE ON INTERSTATE
 BH1930'HIGHWAY 12 AND THE MARK SET NEAR THE NORTHWEST CORNER OF THE
 BH1930'OVERPASS ON THE WEST BOUND LANE.
 BH1930'
 BH1930'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH1930'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH1930'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH1930'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH1930'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH1930'STAMPED 52H026 1977.  THE MARK IS 135 FEET WEST OF THE CENTER
 BH1930'OF U.S. HIGHWAY 11, 35 FEET NORTH OF THE CENTER OF THE WEST
 BH1930'BOUND LANE ON INTERSTATE 12, 3 FEET NORTH OF THE NORTHWEST
 BH1930'CORNER OF THE OVERPASS ON THE WEST BOUND LANE ON INTERSTATE 12
 BH1930'AND 1.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BH1930
 BH1930                          STATION RECOVERY (1978)
 BH1930
 BH1930'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BH1930'3.7 KM (2.30 MI) NE FROM SLIDELL.
 BH1930'IN THE WEST HEADER OF THE INTERSTATE HIGHWAY 12 OVERPASS BRIDGE OVER
 BH1930'U.S. HIGHWAY 11, 1.7 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE
 BH1930'JUNCTION OF U.S. HIGHWAY 190 IN NORTH SLIDELL, 3 FT. NORTH OF THE
 BH1930'WEST END OFTHE NORTH HANDRAIL OF THE WEST END OF THE BOUND OVERPASS.
 BH1930'THE MARK IS 1 FT  E FROM  A WITNESS POST
 BH1930'THE MARK IS 1 FT BELOW INTERSTATE 12.
 BH1930
 BH1930                          STATION RECOVERY (1986)
 BH1930
 BH1930'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH1930'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1931 ***********************************************************************
 BH1931  DESIGNATION -  52 H 027
 BH1931  PID         -  BH1931
 BH1931  STATE/COUNTY-  LA/ST TAMMANY
 BH1931  USGS QUAD   -  SLIDELL (1994)
 BH1931
 BH1931                         *CURRENT SURVEY CONTROL
 BH1931  ___________________________________________________________________
 BH1931* NAD 83(1992)-  30 18 04.92735(N)    089 46 25.14561(W)     ADJUSTED  
 BH1931* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BH1931  **This station is located in a subsidence area (see below).
 BH1931  ___________________________________________________________________
 BH1931  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BH1931  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BH1931  DYNAMIC HT  -           5.1   (meters)      17.    (feet)  COMP
 BH1931  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BH1931
 BH1931  HORZ ORDER  -  SECOND
 BH1931
 BH1931.The horizontal coordinates were established by classical geodetic methods
 BH1931.and adjusted by the National Geodetic Survey in May 1994..
 BH1931
 BH1931 ** The orthometric height has not been validated since last determined
 BH1931 ** by differential leveling and should not be used for control purposes.
 BH1931 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1931 ** area with valid NAVD 88 orthometric heights.
 BH1931 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1931 ** epoch indicated which incorporates improved geoid heights for the
 BH1931 ** Southern Louisiana Subsidence area.
 BH1931 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1931.The orthometric height was scaled from a topographic map.
 BH1931
 BH1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1931
 BH1931.The geoid height was determined by GEOID03.
 BH1931
 BH1931.The dynamic height is computed by dividing the NAVD 88
 BH1931.geopotential number by the normal gravity value computed on the
 BH1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1931.degrees latitude (g = 980.6199 gals.).
 BH1931
 BH1931.The modeled gravity was interpolated from observed gravity values.
 BH1931
 BH1931;                    North         East     Units Scale Factor Converg.
 BH1931;SPC LA S     -   200,693.278 1,150,017.394   MT  0.99993944   +0 46 47.5
 BH1931;SPC LA S     -   658,441.20  3,773,015.40   sFT  0.99993944   +0 46 47.5
 BH1931;UTM  16      - 3,355,439.503   233,248.202   MT  1.00047795   -1 24 01.0
 BH1931
 BH1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1931!SPC LA S     -   1.00000341  x   0.99993944  =   0.99994285
 BH1931!UTM  16      -   1.00000341  x   1.00047795  =   1.00048136
 BH1931
 BH1931:                Primary Azimuth Mark                     Grid Az
 BH1931:SPC LA S     -  52 H 026                                 013 00 42.2
 BH1931:UTM  16      -  52 H 026                                 015 11 30.7
 BH1931
 BH1931|---------------------------------------------------------------------|
 BH1931| PID    Reference Object                     Distance      Geod. Az  |
 BH1931|                                                           dddmmss.s |
 BH1931| BH1930 52 H 026                            APPROX. 1.0 KM 0134729.7 |
 BH1931| BH2872 SLIDELL SO BELL MW LIGHT            APPROX. 3.1 KM 1972235.6 |
 BH1931|---------------------------------------------------------------------|
 BH1931
 BH1931                          SUPERSEDED SURVEY CONTROL
 BH1931
 BH1931  NAD 83(1992)-  30 18 04.93357(N)    089 46 25.14418(W) AD(       ) 2
 BH1931  NAD 83(1986)-  30 18 04.94030(N)    089 46 25.14145(W) AD(       ) 2
 BH1931  NAD 27      -  30 18 04.24430(N)    089 46 24.91526(W) AD(       ) 2
 BH1931  NGVD 29 (07/19/86)    5.5    (m)           18.     (f) VERT ANG       
 BH1931
 BH1931.Superseded values are not recommended for survey control.
 BH1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1931.See file dsdata.txt to determine how the superseded data were derived.
 BH1931
 BH1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3324855440(NAD 83)
 BH1931_MARKER: DD = SURVEY DISK
 BH1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1931_SP_SET: CONCRETE POST
 BH1931_STAMPING: 52 H 027 1977
 BH1931_MARK LOGO: LADH  
 BH1931_PROJECTION: PROJECTING 25 CENTIMETERS
 BH1931_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1931+STABILITY: SURFACE MOTION
 BH1931
 BH1931  HISTORY     - Date     Condition        Report By
 BH1931  HISTORY     - 1977     MONUMENTED       LADTD
 BH1931  HISTORY     - 1978     GOOD             LADTD
 BH1931  HISTORY     - 1986     GOOD             LADTD
 BH1931
 BH1931                          STATION DESCRIPTION
 BH1931
 BH1931'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH1931'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DOWNTOWN
 BH1931'SLIDELL.  THE MARK IS SET ON SOUTHERN RAILROAD PROPERTY NEAR
 BH1931'THE BROOKWOOD SUBDIVISION EAST OF U.S. HIGHWAY 11.
 BH1931'
 BH1931'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY
 BH1931'12 AND U.S. HIGHWAY 11 IN NORTH SLIDELL, DRIVE SOUTHWEST ALONG
 BH1931'U.S. HIGHWAY 11 FOR 0.6 MILES TO THE ENTRANCE TO THE BROOKWOOD
 BH1931'SUBDIVISION ON THE LEFT AND EAST OF THE HIGHWAY, TURN LEFT AT
 BH1931'THE ENTRANCE AND GO TO THE RAILROAD CROSSING AND THE MARK SET
 BH1931'EAST OF THE EAST RAIL AND SOUTH OF THE BROOKWOOD ENTRANCE.
 BH1931'
 BH1931'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH1931'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH1931'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH1931'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH1931'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH1931'STAMPED 52H027 1977.  THE MARK IS 142 FEET EAST OF THE CENTER
 BH1931'OF U.S. HIGHWAY 11, 25.5 FEET NORTHEAST OF A RAILROAD SIGNAL
 BH1931'LIGHT, 19.5 FEET SOUTH OF THE CENTER OF A DRIVE LEADING TO THE
 BH1931'BROOKWOOD SUBDIVISION, 6.5 FEET EAST OF THE EAST RAIL ON THE
 BH1931'SOUTHERN RAILROAD MAIN TRACK AND 1.5 FEET SOUTH OF A METAL
 BH1931'WITNESS POST AND SIGN.
 BH1931
 BH1931                          STATION RECOVERY (1978)
 BH1931
 BH1931'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BH1931'2.7 KM (1.70 MI) NE FROM SLIDELL.
 BH1931'1.1 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF U.S.
 BH1931'HIGHWAY 190 IN NORTH SLIDELL, 138 FT. EAST OF HIGHWAY 11, 7 FT. EAST
 BH1931'OF THE CENTER OF A RAILROAD TRACK, 34 FT. SOUTH OF THE MEDIAN OF
 BH1931'SCOTT DRIVE.
 BH1931'THE MARK IS 1 FT  S FROM  A WITNESS POST
 BH1931'THE MARK IS 0.5 FT BELOW TRACKS.
 BH1931
 BH1931                          STATION RECOVERY (1986)
 BH1931
 BH1931'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH1931'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1929 ***********************************************************************
 BH1929  DESIGNATION -  52 H 028
 BH1929  PID         -  BH1929
 BH1929  STATE/COUNTY-  LA/ST TAMMANY
 BH1929  USGS QUAD   -  SLIDELL (1994)
 BH1929
 BH1929                         *CURRENT SURVEY CONTROL
 BH1929  ___________________________________________________________________
 BH1929* NAD 83(1992)-  30 18 37.07579(N)    089 45 18.05792(W)     ADJUSTED  
 BH1929* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BH1929  **This station is located in a subsidence area (see below).
 BH1929  ___________________________________________________________________
 BH1929  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BH1929  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BH1929  DYNAMIC HT  -           5.7   (meters)      19.    (feet)  COMP
 BH1929  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BH1929
 BH1929  HORZ ORDER  -  SECOND
 BH1929
 BH1929.The horizontal coordinates were established by classical geodetic methods
 BH1929.and adjusted by the National Geodetic Survey in May 1994..
 BH1929
 BH1929 ** The orthometric height has not been validated since last determined
 BH1929 ** by differential leveling and should not be used for control purposes.
 BH1929 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1929 ** area with valid NAVD 88 orthometric heights.
 BH1929 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1929 ** epoch indicated which incorporates improved geoid heights for the
 BH1929 ** Southern Louisiana Subsidence area.
 BH1929 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1929.The orthometric height was scaled from a topographic map.
 BH1929
 BH1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1929
 BH1929.The geoid height was determined by GEOID03.
 BH1929
 BH1929.The dynamic height is computed by dividing the NAVD 88
 BH1929.geopotential number by the normal gravity value computed on the
 BH1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1929.degrees latitude (g = 980.6199 gals.).
 BH1929
 BH1929.The modeled gravity was interpolated from observed gravity values.
 BH1929
 BH1929;                    North         East     Units Scale Factor Converg.
 BH1929;SPC LA S     -   201,707.639 1,151,796.092   MT  0.99994027   +0 47 21.0
 BH1929;SPC LA S     -   661,769.15  3,778,851.01   sFT  0.99994027   +0 47 21.0
 BH1929;UTM  16      - 3,356,385.965   235,065.169   MT  1.00046602   -1 23 28.4
 BH1929
 BH1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1929!SPC LA S     -   1.00000332  x   0.99994027  =   0.99994359
 BH1929!UTM  16      -   1.00000332  x   1.00046602  =   1.00046934
 BH1929
 BH1929:                Primary Azimuth Mark                     Grid Az
 BH1929:SPC LA S     -  52H029                                   107 57 45.0
 BH1929:UTM  16      -  52H029                                   110 08 34.4
 BH1929
 BH1929|---------------------------------------------------------------------|
 BH1929| PID    Reference Object                     Distance      Geod. Az  |
 BH1929|                                                           dddmmss.s |
 BH1929| BH2749 52H029                              APPROX. 1.4 KM 1084506.0 |
 BH1929|---------------------------------------------------------------------|
 BH1929
 BH1929                          SUPERSEDED SURVEY CONTROL
 BH1929
 BH1929  NAD 83(1992)-  30 18 37.08260(N)    089 45 18.05662(W) AD(       ) 2
 BH1929  NAD 83(1986)-  30 18 37.08879(N)    089 45 18.05378(W) AD(       ) 2
 BH1929  NAD 27      -  30 18 36.39330(N)    089 45 17.82990(W) AD(       ) 2
 BH1929  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 BH1929
 BH1929.Superseded values are not recommended for survey control.
 BH1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1929.See file dsdata.txt to determine how the superseded data were derived.
 BH1929
 BH1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3506556386(NAD 83)
 BH1929_MARKER: DD = SURVEY DISK
 BH1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1929_SP_SET: CONCRETE POST
 BH1929_STAMPING: 52 H 028 1977
 BH1929_MARK LOGO: LADH  
 BH1929_PROJECTION: FLUSH
 BH1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1929+STABILITY: SURFACE MOTION
 BH1929
 BH1929  HISTORY     - Date     Condition        Report By
 BH1929  HISTORY     - 1977     MONUMENTED       LADTD
 BH1929  HISTORY     - 1978     GOOD             LADTD
 BH1929  HISTORY     - 1986     GOOD             LADTD
 BH1929
 BH1929                          STATION DESCRIPTION
 BH1929
 BH1929'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH1929'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DOWNTOWN
 BH1929'SLIDELL.  THE MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY
 BH1929'NORTH OF INTERSTATE HIGHWAY 12 NEAR A FENCE AND TWO RIGHT-OF-WAY
 BH1929'MARKERS.
 BH1929'
 BH1929'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12, 59
 BH1929'AND 10 IN NORTH SLIDELL, DRIVE WEST ALONG INTERSTATE HIGHWAY 12
 BH1929'FOR 0.8 MILES TO THE MARK ON THE RIGHT AND NORTH OF THE HIGHWAY
 BH1929'NEAR A FENCE.
 BH1929'
 BH1929'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH1929'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH1929'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH1929'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH1929'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH1929'STAMPED 52H028 1977.  THE MARK IS 101 FEET NORTH OF THE CENTER
 BH1929'OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 12, 9 FEET
 BH1929'SOUTHWEST OF THE CENTER OF A BRACE POST IN THE RIGHT-OF-WAY
 BH1929'FENCE, 4.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF
 BH1929'A RIGHT-OF-WAY FENCE AND 1.5 FEET WEST OF A METAL WITNESS
 BH1929'POST AND SIGN.
 BH1929
 BH1929                          STATION RECOVERY (1978)
 BH1929
 BH1929'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BH1929'4.3 KM (2.70 MI) NE FROM SLIDELL.
 BH1929'1.1 MILES ALONG INTERSTATE HIGHWAY 12 FROM THE JUNCTION OF U.S.
 BH1929'HIGHWAY 11, 145 FT. NORTH OF THE MEDIAN OF INTERSTATE 12, 2 FT. SOUTH
 BH1929'OF A FENCE, 62 FT. NORTHWEST OF A HIGHWAY 11 EXIT SIGN
 BH1929'(SLIDELL PEARL RIVER).
 BH1929'THE MARK IS 1 FT  N FROM  A WITNESS POST
 BH1929
 BH1929                          STATION RECOVERY (1986)
 BH1929
 BH1929'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH1929'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3257 ***********************************************************************
 BJ3257  DESIGNATION -  52 H 033 LADH
 BJ3257  PID         -  BJ3257
 BJ3257  STATE/COUNTY-  LA/ST TAMMANY
 BJ3257  USGS QUAD   -  COVINGTON (1994)
 BJ3257
 BJ3257                         *CURRENT SURVEY CONTROL
 BJ3257  ___________________________________________________________________
 BJ3257* NAD 83(1992)-  30 29 56.40035(N)    090 06 24.09161(W)     ADJUSTED  
 BJ3257* NAVD 88     -         9.284  (meters)      30.46   (feet)  ADJUSTED  
 BJ3257  ___________________________________________________________________
 BJ3257  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BJ3257  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ3257  DYNAMIC HT  -           9.272 (meters)      30.42  (feet)  COMP
 BJ3257  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 BJ3257
 BJ3257  HORZ ORDER  -  SECOND
 BJ3257  VERT ORDER  -  SECOND    CLASS I
 BJ3257
 BJ3257.The horizontal coordinates were established by classical geodetic methods
 BJ3257.and adjusted by the National Geodetic Survey in January 1993..
 BJ3257
 BJ3257.The orthometric height was determined by differential leveling
 BJ3257.and adjusted by the National Geodetic Survey in February 1994..
 BJ3257
 BJ3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3257
 BJ3257.The geoid height was determined by GEOID03.
 BJ3257
 BJ3257.The dynamic height is computed by dividing the NAVD 88
 BJ3257.geopotential number by the normal gravity value computed on the
 BJ3257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3257.degrees latitude (g = 980.6199 gals.).
 BJ3257
 BJ3257.The modeled gravity was interpolated from observed gravity values.
 BJ3257
 BJ3257;                    North         East     Units Scale Factor Converg.
 BJ3257;SPC LA S     -   222,210.735 1,117,750.889   MT  0.99996341   +0 36 48.0
 BJ3257;SPC LA S     -   729,036.39  3,667,154.37   sFT  0.99996341   +0 36 48.0
 BJ3257;UTM  15      - 3,377,641.216   777,703.832   MT  1.00055149   +1 28 09.7
 BJ3257
 BJ3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3257!SPC LA S     -   1.00000279  x   0.99996341  =   0.99996620
 BJ3257!UTM  15      -   1.00000279  x   1.00055149  =   1.00055428
 BJ3257
 BJ3257|---------------------------------------------------------------------|
 BJ3257| PID    Reference Object                     Distance      Geod. Az  |
 BJ3257|                                                           dddmmss.s |
 BJ3257| BJ1602 A 1223 LAGS RESET 1956               43.879 METERS 14539     |
 BJ3257|---------------------------------------------------------------------|
 BJ3257
 BJ3257                          SUPERSEDED SURVEY CONTROL
 BJ3257
 BJ3257  NAD 83(1986)-  30 29 56.41396(N)    090 06 24.08851(W) AD(       ) 2
 BJ3257  NGVD 29 (09/03/91)    9.27   (m)           30.4    (f) LEVELING    3  
 BJ3257
 BJ3257.Superseded values are not recommended for survey control.
 BJ3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3257.See file dsdata.txt to determine how the superseded data were derived.
 BJ3257
 BJ3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7770477641(NAD 83)
 BJ3257_MARKER: DE = TRAVERSE STATION DISK
 BJ3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3257_SP_SET: CONCRETE POST
 BJ3257_STAMPING: 52H033 1979
 BJ3257_MARK LOGO: LADH  
 BJ3257_PROJECTION: FLUSH
 BJ3257_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3257+STABILITY: SURFACE MOTION
 BJ3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3257+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 BJ3257
 BJ3257  HISTORY     - Date     Condition        Report By
 BJ3257  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3257  HISTORY     - 1982     GOOD             LADTD
 BJ3257  HISTORY     - 20040629 GOOD             DEWDAV
 BJ3257
 BJ3257                          STATION DESCRIPTION
 BJ3257
 BJ3257'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3257'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 20, T6S,
 BJ3257'R11E. IN NORTH COVINGTON ABOUT 250 FEET EAST OF STATE HIGHWAY 25 AND
 BJ3257'U.S.HIGHWAY 190.  OWNERSHIP -- THE LOUISIANA DEPARTMENT OF
 BJ3257'TRANSPORTATION AND DEVELOPMENT.
 BJ3257'
 BJ3257'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3257'LADTD) DISK STAMPED-----52H033 1979------ SET INTO THE TOP OF A
 BJ3257'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 BJ3257'LOCATED 44.04 METERS NW FROM A BENCH MARK, NUMBERED A1223 RESET 1959,
 BJ3257'41.15 METERS E FROM A POWER POLE (NO.11), 21.03 METERS ESE FROM A
 BJ3257'TELEPHONE REPAIR BOX (NO.11A), 20.88 METERS NW FROM A POWER POLE
 BJ3257'(NO.10), AND 0.61 METERS SW FROM A METAL WITHNESS POST AND SIGN.
 BJ3257'
 BJ3257'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3257'(NOW LADTD) DISK STAMPED---52H033 1979--- SET INTO AN IRREGULAR MASS
 BJ3257'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3257'
 BJ3257'REFERENCE MARK NO. 1 IS A STANDARD LGS DISK STAMPED---A
 BJ3257'1223 RESET 1956--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 BJ3257'CM ON SIDE, INVALID *72*FPR CODE, LOCATED 23.9 METERS
 BJ3257'SE FROM A POWER POLE NO. 10, 21 METERS SW FROM THE CENTER OF THE EAST
 BJ3257'BOUND LANE OF U.S. HIGHWAY 190, AND 7.8 METERS SSE FROM A
 BJ3257'RIGHT-OF-WAY  MARKER.
 BJ3257
 BJ3257                          STATION RECOVERY (1982)
 BJ3257
 BJ3257'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3257'2.9 KM (1.8 MI) NNW FROM COVINGTON.
 BJ3257'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 NORTH OF
 BJ3257'COVINGTON, DRIVE SOUTH ALONG U.S. 190 FOR 76.2 METERS (250 FT) TO THE
 BJ3257'STATION ON THE RIGHT BEHIND DITCH, 44 METERS (144.5 FT) NORTHWEST OF
 BJ3257'BENCH MARK STATION A1223 RESET 1959, 41.1 METERS (135 FT) EAST OF A
 BJ3257'POWER POLE (NO. 11), 21 METERS (69 FT) EAST-SOUTHEAST OF A TELEPHONE
 BJ3257'REPAIR BOX (NO. 11A), 20.9 METERS (68.5 FT) NORTHWEST OF A POWER POLE
 BJ3257'NO. 10, 15.4 METERS (50.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF SOUTH
 BJ3257'BOUND LANE OF U.S. 190.
 BJ3257'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3257'THE MARK IS 0.91 M BELOW U.S. 190.
 BJ3257
 BJ3257                          STATION RECOVERY (2004)
 BJ3257
 BJ3257'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BJ3257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3278 ***********************************************************************
 BJ3278  DESIGNATION -  52 H 034 LADH
 BJ3278  PID         -  BJ3278
 BJ3278  STATE/COUNTY-  LA/ST TAMMANY
 BJ3278  USGS QUAD   -  WALDHEIM (1983)
 BJ3278
 BJ3278                         *CURRENT SURVEY CONTROL
 BJ3278  ___________________________________________________________________
 BJ3278* NAD 83(1992)-  30 30 40.43216(N)    090 06 54.80265(W)     ADJUSTED  
 BJ3278* NAVD 88     -        11.283  (meters)      37.02   (feet)  ADJUSTED  
 BJ3278  ___________________________________________________________________
 BJ3278  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BJ3278  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ3278  DYNAMIC HT  -          11.268 (meters)      36.97  (feet)  COMP
 BJ3278  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 BJ3278
 BJ3278  HORZ ORDER  -  SECOND
 BJ3278  VERT ORDER  -  SECOND    CLASS I
 BJ3278
 BJ3278.The horizontal coordinates were established by classical geodetic methods
 BJ3278.and adjusted by the National Geodetic Survey in January 1993..
 BJ3278
 BJ3278.The orthometric height was determined by differential leveling
 BJ3278.and adjusted by the National Geodetic Survey in February 1994..
 BJ3278
 BJ3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3278
 BJ3278.The geoid height was determined by GEOID03.
 BJ3278
 BJ3278.The dynamic height is computed by dividing the NAVD 88
 BJ3278.geopotential number by the normal gravity value computed on the
 BJ3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3278.degrees latitude (g = 980.6199 gals.).
 BJ3278
 BJ3278.The modeled gravity was interpolated from observed gravity values.
 BJ3278
 BJ3278;                    North         East     Units Scale Factor Converg.
 BJ3278;SPC LA S     -   223,557.822 1,116,917.592   MT  0.99996529   +0 36 32.7
 BJ3278;SPC LA S     -   733,455.95  3,664,420.47   sFT  0.99996529   +0 36 32.7
 BJ3278;UTM  15      - 3,378,976.479   776,849.998   MT  1.00054565   +1 27 56.0
 BJ3278
 BJ3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3278!SPC LA S     -   1.00000247  x   0.99996529  =   0.99996776
 BJ3278!UTM  15      -   1.00000247  x   1.00054565  =   1.00054813
 BJ3278
 BJ3278|---------------------------------------------------------------------|
 BJ3278| PID    Reference Object                     Distance      Geod. Az  |
 BJ3278|                                                           dddmmss.s |
 BJ3278| BJ1278 A 1224 LAGS RESET 1959                             32124     |
 BJ3278|---------------------------------------------------------------------|
 BJ3278
 BJ3278                          SUPERSEDED SURVEY CONTROL
 BJ3278
 BJ3278  NAD 83(1986)-  30 30 40.44595(N)    090 06 54.79930(W) AD(       ) 2
 BJ3278  NGVD 29 (09/03/91)   11.27   (m)           37.0    (f) LEVELING    3  
 BJ3278
 BJ3278.Superseded values are not recommended for survey control.
 BJ3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3278.See file dsdata.txt to determine how the superseded data were derived.
 BJ3278
 BJ3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7685078976(NAD 83)
 BJ3278_MARKER: DE = TRAVERSE STATION DISK
 BJ3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3278_SP_SET: CONCRETE POST
 BJ3278_STAMPING: 52H034 1979
 BJ3278_MARK LOGO: LADH  
 BJ3278_PROJECTION: RECESSED 20 CENTIMETERS
 BJ3278_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3278+STABILITY: SURFACE MOTION
 BJ3278
 BJ3278  HISTORY     - Date     Condition        Report By
 BJ3278  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3278  HISTORY     - 1982     GOOD             LADTD
 BJ3278
 BJ3278                          STATION DESCRIPTION
 BJ3278
 BJ3278'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3278'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 20, T6S,
 BJ3278'R11E, OWNERSHIP--  THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3278'DEVELOPMENT.
 BJ3278'
 BJ3278'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 190 AND STATE
 BJ3278'HIGHWAY 25 IN NORTH COVINGTON, DRIVE NORTH ALONG HIGHWAY 25 FOR 1.6
 BJ3278'KM (1.0 MILE) TO THE STATION ON THE RIGHT AND IN THE SHOULDER OF
 BJ3278'HIGHWAY 25.
 BJ3278'
 BJ3278'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3278'LADTD) DISK STAMPED---52H034 1979 --- SET INTO THE TOP OF A ROUND
 BJ3278'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 20 CM BELOW THE GROUND
 BJ3278'LOCATED 42.4 METERS NNW FROM CENTER OF A GRAVEL DRIVE., 25.9 METERS
 BJ3278'SSE FROM EAST END OF A METAL CULVERT UNDER HIGHWAY 25., 14.9 METERS
 BJ3278'SW FROM TWIN PINE TREE., 7.0 METERS ENE FROM CENTER OF HIGHWAY 25.,
 BJ3278'AND 0.6 METERS NNW FROM METAL WITNESS POST AND SIGN.
 BJ3278'
 BJ3278'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3278'(NOW LADTD) DISK STAMPED---52H054 1979--- SET INTO AN IRREGULAR MASS
 BJ3278'OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BJ3278'
 BJ3278'REFERENCE MARK NO. 1 IS A STANDARD LGS DISK STAMPED---A
 BJ3278'1224 RESET 1959--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 BJ3278'CM IN DIAMETER PROJECTING  15 CM ABOVE THE GROUND LOCATED 136.6
 BJ3278'METERS N FROM THE SOUTHWEST END OF A CONCRETE CULVERT UNDER HIGHWAY,
 BJ3278'109.7 METERS S FROM THE CENTER OF A HIGH TENSION POWER LINE, 13.7
 BJ3278'METERS W FROM THE CENTER OF THE HIGHWAY, 2.6 METERS S FROM A POWER
 BJ3278'POLE, AND 0.3 METERS NW FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3278
 BJ3278                          STATION RECOVERY (1982)
 BJ3278
 BJ3278'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3278'4.3 KM (2.7 MI) NORTH FROM COVINGTON.
 BJ3278'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 NORTH OF
 BJ3278'COVINGTON, GO NORTH ALONG STATE HIGHWAY 25 FOR 1.45 KM (0.9 MI) TO THE
 BJ3278'STATION ON THE RIGHT AND IN THE SHOULDER OF HIGHWAY 25, 42.4 METERS
 BJ3278'(139 FT) NORTH-NORTHWEST OF THE CENTER OF A GRAVEL DRIVE, 26.2 METERS
 BJ3278'(86 FT) NORTH-NORTHWEST OF POWER POLE NUMBER 36, 25.9 METERS (85 FT)
 BJ3278'SOUTH-SOUTHEAST OF THE EAST END OF A METAL CULVERT UNDER STATE HIGHWAY
 BJ3278'25, 14.9 METERS (49 FT) SOUTHWEST OF A TWIN PINE TREE, 7 METERS
 BJ3278'(23 FT) EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 25.
 BJ3278'THE MARK IS 0.61 METERS  NNW FROM A WITNESS POST.
 BJ3278'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3279 ***********************************************************************
 BJ3279  DESIGNATION -  52 H 035 LADH
 BJ3279  PID         -  BJ3279
 BJ3279  STATE/COUNTY-  LA/ST TAMMANY
 BJ3279  USGS QUAD   -  MARTINVILLE (1983)
 BJ3279
 BJ3279                         *CURRENT SURVEY CONTROL
 BJ3279  ___________________________________________________________________
 BJ3279* NAD 83(1992)-  30 31 33.37534(N)    090 07 32.94543(W)     ADJUSTED  
 BJ3279* NAVD 88     -        14.269  (meters)      46.81   (feet)  ADJUSTED  
 BJ3279  ___________________________________________________________________
 BJ3279  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ3279  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ3279  DYNAMIC HT  -          14.251 (meters)      46.76  (feet)  COMP
 BJ3279  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ3279
 BJ3279  HORZ ORDER  -  SECOND
 BJ3279  VERT ORDER  -  SECOND    CLASS I
 BJ3279
 BJ3279.The horizontal coordinates were established by classical geodetic methods
 BJ3279.and adjusted by the National Geodetic Survey in January 1993..
 BJ3279
 BJ3279.The orthometric height was determined by differential leveling
 BJ3279.and adjusted by the National Geodetic Survey in February 1994..
 BJ3279
 BJ3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3279
 BJ3279.The geoid height was determined by GEOID03.
 BJ3279
 BJ3279.The dynamic height is computed by dividing the NAVD 88
 BJ3279.geopotential number by the normal gravity value computed on the
 BJ3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3279.degrees latitude (g = 980.6199 gals.).
 BJ3279
 BJ3279.The modeled gravity was interpolated from observed gravity values.
 BJ3279
 BJ3279;                    North         East     Units Scale Factor Converg.
 BJ3279;SPC LA S     -   225,177.287 1,115,883.492   MT  0.99996760   +0 36 13.6
 BJ3279;SPC LA S     -   738,769.15  3,661,027.76   sFT  0.99996760   +0 36 13.6
 BJ3279;UTM  15      - 3,380,581.224   775,791.190   MT  1.00053842   +1 27 38.9
 BJ3279
 BJ3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3279!SPC LA S     -   1.00000201  x   0.99996760  =   0.99996961
 BJ3279!UTM  15      -   1.00000201  x   1.00053842  =   1.00054043
 BJ3279
 BJ3279                          SUPERSEDED SURVEY CONTROL
 BJ3279
 BJ3279  NAD 83(1986)-  30 31 33.38920(N)    090 07 32.94205(W) AD(       ) 2
 BJ3279  NGVD 29 (09/03/91)   14.26   (m)           46.8    (f) LEVELING    3  
 BJ3279
 BJ3279.Superseded values are not recommended for survey control.
 BJ3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3279.See file dsdata.txt to determine how the superseded data were derived.
 BJ3279
 BJ3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7579180581(NAD 83)
 BJ3279_MARKER: DE = TRAVERSE STATION DISK
 BJ3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3279_SP_SET: CONCRETE POST
 BJ3279_STAMPING: 52H035 1979
 BJ3279_MARK LOGO: LADH  
 BJ3279_PROJECTION: FLUSH
 BJ3279_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3279+STABILITY: SURFACE MOTION
 BJ3279
 BJ3279  HISTORY     - Date     Condition        Report By
 BJ3279  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3279  HISTORY     - 1982     GOOD             LADTD
 BJ3279
 BJ3279                          STATION DESCRIPTION
 BJ3279
 BJ3279'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3279'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 17, T6S,
 BJ3279'R11E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3279'DEVELOPMENT.
 BJ3279'
 BJ3279'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 190 AND
 BJ3279'STATE HIGHWAY 25 IN NORTH COVINGTON, DRIVE NORTH ALONG HIGHWAY 25 FOR
 BJ3279'APPROXIMATELY 3.2 KM (2.0 MILES) TO THE STATION ON THE LEFT IN
 BJ3279'SHOULDER OF HIGHWAY. NEAR A STORE AND RESTAURANT.
 BJ3279'
 BJ3279'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3279'LADTD) DISK STAMPED---52H035 1979--- SET INTO THE TOP OF A ROUND
 BJ3279'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3279'25.5 METERS E FROM NORTHEAST CORNER OF THE PLACE RESTAURANT AND
 BJ3279'STORE., 11.1 METERS SW FROM CENTER HIGHWAY 25., 3.8 METERS N FROM
 BJ3279'POWER POLE., 1.2 METERS NE FROM A METAL POLE AND SIGN., AND 0.6
 BJ3279'METERS S FROM A METAL WITNESS POST AND SIGN.
 BJ3279'
 BJ3279'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3279'(NOW LADTD) DISK STAMPED---52H035 1979--- SET INTO AN IRREGULAR MASS
 BJ3279'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3279
 BJ3279                          STATION RECOVERY (1982)
 BJ3279
 BJ3279'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3279'6.0 KM (3.7 MI) NORTH FROM COVINGTON.
 BJ3279'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 NORTH OF
 BJ3279'COVINGTON, GO NORTH ALONG STATE HIGHWAY 25 FOR 3.4 KM (2.1 MI) TO THE
 BJ3279'STATION ON THE LEFT IN SHOULDER OF HIGHWAY, 25.5 METERS (83.5 FT) EAST
 BJ3279'OF THE NORTHEAST CORNER OF REEDS  GROCERY, 11.1 METERS (36.5 FT)
 BJ3279'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 25, 3.8 METERS (12.5 FT)
 BJ3279'NORTH OF A POWER POLE, 1.2 METERS (4 FT) NORTHEAST OF A METAL POLE AND
 BJ3279'SIGN.
 BJ3279'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3279'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3280 ***********************************************************************
 BJ3280  DESIGNATION -  52 H 036 LADH
 BJ3280  PID         -  BJ3280
 BJ3280  STATE/COUNTY-  LA/ST TAMMANY
 BJ3280  USGS QUAD   -  MARTINVILLE (1983)
 BJ3280
 BJ3280                         *CURRENT SURVEY CONTROL
 BJ3280  ___________________________________________________________________
 BJ3280* NAD 83(1992)-  30 31 50.21068(N)    090 07 44.45692(W)     ADJUSTED  
 BJ3280* NAVD 88     -        15.502  (meters)      50.86   (feet)  ADJUSTED  
 BJ3280  ___________________________________________________________________
 BJ3280  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ3280  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ3280  DYNAMIC HT  -          15.482 (meters)      50.79  (feet)  COMP
 BJ3280  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ3280
 BJ3280  HORZ ORDER  -  SECOND
 BJ3280  VERT ORDER  -  SECOND    CLASS I
 BJ3280
 BJ3280.The horizontal coordinates were established by classical geodetic methods
 BJ3280.and adjusted by the National Geodetic Survey in January 1993..
 BJ3280.No horizontal observational check was made to the station.
 BJ3280
 BJ3280.The orthometric height was determined by differential leveling
 BJ3280.and adjusted by the National Geodetic Survey in February 1994..
 BJ3280
 BJ3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3280
 BJ3280.The geoid height was determined by GEOID03.
 BJ3280
 BJ3280.The dynamic height is computed by dividing the NAVD 88
 BJ3280.geopotential number by the normal gravity value computed on the
 BJ3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3280.degrees latitude (g = 980.6199 gals.).
 BJ3280
 BJ3280.The modeled gravity was interpolated from observed gravity values.
 BJ3280
 BJ3280;                    North         East     Units Scale Factor Converg.
 BJ3280;SPC LA S     -   225,692.454 1,115,571.182   MT  0.99996835   +0 36 07.8
 BJ3280;SPC LA S     -   740,459.33  3,660,003.12   sFT  0.99996835   +0 36 07.8
 BJ3280;UTM  15      - 3,381,091.952   775,471.026   MT  1.00053624   +1 27 33.8
 BJ3280
 BJ3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3280!SPC LA S     -   1.00000182  x   0.99996835  =   0.99997017
 BJ3280!UTM  15      -   1.00000182  x   1.00053624  =   1.00053806
 BJ3280
 BJ3280                          SUPERSEDED SURVEY CONTROL
 BJ3280
 BJ3280  NAD 83(1986)-  30 31 50.22455(N)    090 07 44.45358(W) AD(       ) 2
 BJ3280  NGVD 29 (09/03/91)   15.50   (m)           50.9    (f) LEVELING    3  
 BJ3280
 BJ3280.Superseded values are not recommended for survey control.
 BJ3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3280.See file dsdata.txt to determine how the superseded data were derived.
 BJ3280
 BJ3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7547181092(NAD 83)
 BJ3280_MARKER: DE = TRAVERSE STATION DISK
 BJ3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3280_SP_SET: CONCRETE POST
 BJ3280_STAMPING: 52H036 1979
 BJ3280_MARK LOGO: LADH  
 BJ3280_PROJECTION: FLUSH
 BJ3280_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3280+STABILITY: SURFACE MOTION
 BJ3280
 BJ3280  HISTORY     - Date     Condition        Report By
 BJ3280  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3280  HISTORY     - 1982     GOOD             LADTD
 BJ3280
 BJ3280                          STATION DESCRIPTION
 BJ3280
 BJ3280'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3280'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 18, T6S,
 BJ3280'R11E. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3280'DEVELOPMENT.
 BJ3280'
 BJ3280'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 190 AND
 BJ3280'STATE HIGHWAY 25, DRIVE NORTH ALONG HIGHWAY 25 FOR APPROXIMATLY 4.0
 BJ3280'KM (2.5 MILES) TO THE STATION ON THE RIGHT OF HIGHWAY 25 BY A RAIL
 BJ3280'FENCE.
 BJ3280'
 BJ3280'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3280'LADTD) DISK STAMPED---52H036 1979--- SET INTO THE TOP OF A ROUND
 BJ3280'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3280'12.2 METERS SSE FROM CENTER OF GRAVEL DRIVE, 11.4 METERS ENE FROM
 BJ3280'CENTER OF HIGHWAY 25., 8.4 METERS SE FROM THE SOUTH END OF A IRON
 BJ3280'PIPE CULVERT UNDER GRAVELDRIVE, 4.6 METERS SW FROM A 12 INCH MAGNOLIA
 BJ3280'TREE., AND 0.6 METERS W FROM WITNESS POST AND SIGN.
 BJ3280'
 BJ3280'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3280'(NOW LADTD) DISK STAMPED---52H036-1979--- SET INTO AN IRREGULAR MASS
 BJ3280'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3280
 BJ3280                          STATION RECOVERY (1982)
 BJ3280
 BJ3280'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3280'6.6 KM (4.1 MI) NORTH FROM COVINGTON.
 BJ3280'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 NORTH OF
 BJ3280'COVINGTON, GO NORTH ALONG STATE HIGHWAY 25 FOR 4 KM (2.5 MI) TO THE
 BJ3280'STATION ON THE RIGHT OF HIGHWAY BY RAIL FENCE, 12.2 METERS (40 FT)
 BJ3280'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVE, 11.4 METERS (37.5 FT)
 BJ3280'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 25, 8.4 METERS (27.5 FT)
 BJ3280'SOUTHEAST OF SOUTH END OF IRON PIPE CULVERT, 4.6 METERS (15 FT)
 BJ3280'WEST-SOUTHWEST OF A 12-INCH MAGNOLIA TREE.
 BJ3280'THE MARK IS 0.61 METERS  NNW FROM A WITNESS POST.
 BJ3280'THE MARK IS 0.35 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3282 ***********************************************************************
 BJ3282  DESIGNATION -  52 H 037 LADH
 BJ3282  PID         -  BJ3282
 BJ3282  STATE/COUNTY-  LA/ST TAMMANY
 BJ3282  USGS QUAD   -  MARTINVILLE (1983)
 BJ3282
 BJ3282                         *CURRENT SURVEY CONTROL
 BJ3282  ___________________________________________________________________
 BJ3282* NAD 83(1992)-  30 32 11.67481(N)    090 08 01.45317(W)     ADJUSTED  
 BJ3282* NAVD 88     -        16.509  (meters)      54.16   (feet)  ADJUSTED  
 BJ3282  ___________________________________________________________________
 BJ3282  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ3282  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ3282  DYNAMIC HT  -          16.488 (meters)      54.09  (feet)  COMP
 BJ3282  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 BJ3282
 BJ3282  HORZ ORDER  -  SECOND
 BJ3282  VERT ORDER  -  SECOND    CLASS I
 BJ3282
 BJ3282.The horizontal coordinates were established by classical geodetic methods
 BJ3282.and adjusted by the National Geodetic Survey in January 1993..
 BJ3282
 BJ3282.The orthometric height was determined by differential leveling
 BJ3282.and adjusted by the National Geodetic Survey in February 1994..
 BJ3282
 BJ3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3282
 BJ3282.The geoid height was determined by GEOID03.
 BJ3282
 BJ3282.The dynamic height is computed by dividing the NAVD 88
 BJ3282.geopotential number by the normal gravity value computed on the
 BJ3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3282.degrees latitude (g = 980.6199 gals.).
 BJ3282
 BJ3282.The modeled gravity was interpolated from observed gravity values.
 BJ3282
 BJ3282;                    North         East     Units Scale Factor Converg.
 BJ3282;SPC LA S     -   226,348.629 1,115,111.216   MT  0.99996932   +0 35 59.3
 BJ3282;SPC LA S     -   742,612.13  3,658,494.05   sFT  0.99996932   +0 35 59.3
 BJ3282;UTM  15      - 3,381,741.539   775,001.028   MT  1.00053305   +1 27 26.0
 BJ3282
 BJ3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3282!SPC LA S     -   1.00000166  x   0.99996932  =   0.99997098
 BJ3282!UTM  15      -   1.00000166  x   1.00053305  =   1.00053471
 BJ3282
 BJ3282|---------------------------------------------------------------------|
 BJ3282| PID    Reference Object                     Distance      Geod. Az  |
 BJ3282|                                                           dddmmss.s |
 BJ3282| BJ1275 A 1226 LAGS                         106.307 METERS 13817     |
 BJ3282|---------------------------------------------------------------------|
 BJ3282
 BJ3282                          SUPERSEDED SURVEY CONTROL
 BJ3282
 BJ3282  NAD 83(1986)-  30 32 11.68869(N)    090 08 01.44992(W) AD(       ) 2
 BJ3282  NGVD 29 (09/03/91)   16.50   (m)           54.1    (f) LEVELING    3  
 BJ3282
 BJ3282.Superseded values are not recommended for survey control.
 BJ3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3282.See file dsdata.txt to determine how the superseded data were derived.
 BJ3282
 BJ3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7500181742(NAD 83)
 BJ3282_MARKER: DE = TRAVERSE STATION DISK
 BJ3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3282_SP_SET: CONCRETE POST
 BJ3282_STAMPING: 52H037 1979
 BJ3282_MARK LOGO: LADH  
 BJ3282_PROJECTION: FLUSH
 BJ3282_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3282+STABILITY: SURFACE MOTION
 BJ3282
 BJ3282  HISTORY     - Date     Condition        Report By
 BJ3282  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3282  HISTORY     - 1982     GOOD             LADTD
 BJ3282
 BJ3282                          STATION DESCRIPTION
 BJ3282
 BJ3282'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3282'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 7, T6S,
 BJ3282'R11E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3282'DEVELOPMENT.
 BJ3282'
 BJ3282'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 190 AND
 BJ3282'STATE HIGHWAY 25. DRIVE NORTH ALONG HIGHWAY 25 FOR APPROXIMATELY 4.8
 BJ3282'KM (3.0 MILES) TO THE STATION ON THE LEFT  IN THE SHOULDER OF THE
 BJ3282'HIGHWAY.
 BJ3282'
 BJ3282'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3282'LADTD) DISK STAMPED---52H037 1979--- SET INTO THE TOP OF A ROUND
 BJ3282'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 8.8
 BJ3282'METERS NW FROM SOUTH END OF CEMENT CULVERT, 8.2 METERS N FROM A POWER
 BJ3282'POLE WITH A NIGHT LIGHT ON IT, 8.2 METERS S FROM CENTER OF HIGHWAY
 BJ3282'25, 3.7 METERS NW FROM CENTER OF GRAVEL DRIVE, AND 2.0 METERS E FROM
 BJ3282'NORTH END OF CEMENT CULVERT.
 BJ3282'
 BJ3282'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3282'(NOW LADTD) DISK STAMPED---52H037 1979--- SET INTO AN IRREGULAR MASS
 BJ3282'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3282'
 BJ3282'REFERENCE MARK NO. 1 IS A STANDARD LGS DISK STAMPED---A
 BJ3282'1226 RESET 1959--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ3282'PROJECTING 2.5 CM ABOVE THE GROUND LOCATED 9.7 METERS NE FROM THE
 BJ3282'CENTER OF HIGHWAY 25, 3.4 METERS WNW FROM A 16-INCH PINE TREE, 2.7
 BJ3282'METERS SE FROM A 10-INCH PINE TREE, 0.6 METERS SW FROM A CONCRETE
 BJ3282'FENCE POST, AND 0.3 METERS NE FROM A METAL WITNESS POST WITH SIGN
 BJ3282'ATTACHED.
 BJ3282
 BJ3282                          STATION RECOVERY (1982)
 BJ3282
 BJ3282'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3282'7.4 KM (4.6 MI) NORTH FROM COVINGTON.
 BJ3282'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 NORTH OF
 BJ3282'COVINGTON, GO NORTH ALONG STATE HIGHWAY 25 FOR 4.8 KM (3 MI) TO THE
 BJ3282'STATION ON THE LEFT IN SHOULDER OF HIGHWAY, 8.8 METERS (29 FT)
 BJ3282'NORTHWEST OF THE SOUTH END OF A CEMENT CULVERT, 8.2 METERS (27 FT)
 BJ3282'NORTH OF A NIGHT POLE, 8.2 METERS (27 FT) EAST OF CENTER OF STATE
 BJ3282'HIGHWAY 25, 3.7 METERS (12 FT) NORTHWEST OF CENTER OF DRIVE, 2 METERS
 BJ3282'(6.5 FT) EAST OF NORTH END OF CEMENT CULVERT.
 BJ3282'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BJ3282'THE MARK IS ABOVE LEVEL WITH LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3283 ***********************************************************************
 BJ3283  DESIGNATION -  52 H 038 LADH
 BJ3283  PID         -  BJ3283
 BJ3283  STATE/COUNTY-  LA/ST TAMMANY
 BJ3283  USGS QUAD   -  MARTINVILLE (1983)
 BJ3283
 BJ3283                         *CURRENT SURVEY CONTROL
 BJ3283  ___________________________________________________________________
 BJ3283* NAD 83(1992)-  30 32 34.14586(N)    090 08 17.58987(W)     ADJUSTED  
 BJ3283* NAVD 88     -        17.636  (meters)      57.86   (feet)  ADJUSTED  
 BJ3283  ___________________________________________________________________
 BJ3283  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BJ3283  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3283  DYNAMIC HT  -          17.613 (meters)      57.79  (feet)  COMP
 BJ3283  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BJ3283
 BJ3283  HORZ ORDER  -  SECOND
 BJ3283  VERT ORDER  -  SECOND    CLASS I
 BJ3283
 BJ3283.The horizontal coordinates were established by classical geodetic methods
 BJ3283.and adjusted by the National Geodetic Survey in January 1993..
 BJ3283
 BJ3283.The orthometric height was determined by differential leveling
 BJ3283.and adjusted by the National Geodetic Survey in February 1994..
 BJ3283
 BJ3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3283
 BJ3283.The geoid height was determined by GEOID03.
 BJ3283
 BJ3283.The dynamic height is computed by dividing the NAVD 88
 BJ3283.geopotential number by the normal gravity value computed on the
 BJ3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3283.degrees latitude (g = 980.6199 gals.).
 BJ3283
 BJ3283.The modeled gravity was interpolated from observed gravity values.
 BJ3283
 BJ3283;                    North         East     Units Scale Factor Converg.
 BJ3283;SPC LA S     -   227,036.070 1,114,673.889   MT  0.99997034   +0 35 51.3
 BJ3283;SPC LA S     -   744,867.51  3,657,059.25   sFT  0.99997034   +0 35 51.3
 BJ3283;UTM  15      - 3,382,422.740   774,553.211   MT  1.00053001   +1 27 18.8
 BJ3283
 BJ3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3283!SPC LA S     -   1.00000148  x   0.99997034  =   0.99997182
 BJ3283!UTM  15      -   1.00000148  x   1.00053001  =   1.00053150
 BJ3283
 BJ3283                          SUPERSEDED SURVEY CONTROL
 BJ3283
 BJ3283  NAD 83(1986)-  30 32 34.15974(N)    090 08 17.58669(W) AD(       ) 2
 BJ3283  NGVD 29 (09/03/91)   17.63   (m)           57.8    (f) LEVELING    3  
 BJ3283
 BJ3283.Superseded values are not recommended for survey control.
 BJ3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3283.See file dsdata.txt to determine how the superseded data were derived.
 BJ3283
 BJ3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7455382423(NAD 83)
 BJ3283_MARKER: DE = TRAVERSE STATION DISK
 BJ3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3283_SP_SET: CONCRETE POST
 BJ3283_STAMPING: 52H038 1979
 BJ3283_MARK LOGO: LADH  
 BJ3283_PROJECTION: RECESSED 20 CENTIMETERS
 BJ3283_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3283+STABILITY: SURFACE MOTION
 BJ3283
 BJ3283  HISTORY     - Date     Condition        Report By
 BJ3283  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3283  HISTORY     - 1982     GOOD             LADTD
 BJ3283
 BJ3283                          STATION DESCRIPTION
 BJ3283
 BJ3283'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3283'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, T6S,
 BJ3283'R11E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3283'DEVELOPMENT.
 BJ3283'
 BJ3283'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY AND STATE
 BJ3283'HIGHWAY 25. DRIVE NORTH ALONG HIGHWAY 25 FOR 5.6 KM (3.5 MILES) TO
 BJ3283'THE STATION ON THE LEFT IN THE SHOULDER OF THE ROAD.
 BJ3283'
 BJ3283'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3283'LADTD) DISK STAMPED---52H038 1979--- SET INTO THE TOP OF A ROUND
 BJ3283'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED BELOW THE GROUND LOCATED
 BJ3283'21.3 METERS N FROM A DOUBLE GAS METER, 15.7 METERS NNW FROM A POWER
 BJ3283'POLE NUMBER 91, 13.4 METERS SE FROM CENTER OF GOTTI ROAD, 8.1 METERS
 BJ3283'ESE FROM A POWER POLE, AND 7.6 METERS SW FROM CENTER OF HIGHWAY 25.
 BJ3283'
 BJ3283'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3283'(NOW LADTD) DISK STAMPED---52H038 1979--- SET INTO AN IRREGULAR MASS
 BJ3283'OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BJ3283
 BJ3283                          STATION RECOVERY (1982)
 BJ3283
 BJ3283'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3283'8.2 KM (5.1 MI) NORTH FROM COVINGTON.
 BJ3283'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 NORTH OF
 BJ3283'COVINGTON, GO NORTH ALONG STATE HIGHWAY 25 FOR 5.6 KM (3.5 MI) TO THE
 BJ3283'STATION ON THE LEFT IN SHOULDER OF HIGHWAY, 21.3 METERS (70 FT) NORTH
 BJ3283'OF A DOUBLE GAS METER, 15.7 METERS (51.5 FT) NORTH-NORTHWEST OF POWER
 BJ3283'POLE NUMBER 91, 13.4 METERS (44 FT) SOUTHEAST OF CENTER OF GOTTI ROAD,
 BJ3283'8.1 METERS (26.5 FT) EAST-SOUTHEAST OF A POWER POLE, 7.6 METERS
 BJ3283'(25 FT) SOUTHWEST OF THE CENTER OF STATE HIGHWAY 25.
 BJ3283'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3283'THE MARK IS 0.15 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3284 ***********************************************************************
 BJ3284  DESIGNATION -  52 H 039 LADH
 BJ3284  PID         -  BJ3284
 BJ3284  STATE/COUNTY-  LA/ST TAMMANY
 BJ3284  USGS QUAD   -  MARTINVILLE (1983)
 BJ3284
 BJ3284                         *CURRENT SURVEY CONTROL
 BJ3284  ___________________________________________________________________
 BJ3284* NAD 83(1992)-  30 33 39.80727(N)    090 09 05.98073(W)     ADJUSTED  
 BJ3284* NAVD 88     -        27.337  (meters)      89.69   (feet)  ADJUSTED  
 BJ3284  ___________________________________________________________________
 BJ3284  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BJ3284  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3284  DYNAMIC HT  -          27.302 (meters)      89.57  (feet)  COMP
 BJ3284  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BJ3284
 BJ3284  HORZ ORDER  -  SECOND
 BJ3284  VERT ORDER  -  SECOND    CLASS I
 BJ3284
 BJ3284.The horizontal coordinates were established by classical geodetic methods
 BJ3284.and adjusted by the National Geodetic Survey in January 1993..
 BJ3284
 BJ3284.The orthometric height was determined by differential leveling
 BJ3284.and adjusted by the National Geodetic Survey in February 1994..
 BJ3284
 BJ3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3284
 BJ3284.The geoid height was determined by GEOID03.
 BJ3284
 BJ3284.The dynamic height is computed by dividing the NAVD 88
 BJ3284.geopotential number by the normal gravity value computed on the
 BJ3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3284.degrees latitude (g = 980.6199 gals.).
 BJ3284
 BJ3284.The modeled gravity was interpolated from observed gravity values.
 BJ3284
 BJ3284;                    North         East     Units Scale Factor Converg.
 BJ3284;SPC LA S     -   229,044.568 1,113,363.303   MT  0.99997340   +0 35 27.1
 BJ3284;SPC LA S     -   751,457.05  3,652,759.44   sFT  0.99997340   +0 35 27.1
 BJ3284;UTM  15      - 3,384,412.490   773,211.954   MT  1.00052094   +1 26 57.0
 BJ3284
 BJ3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3284!SPC LA S     -   0.99999997  x   0.99997340  =   0.99997337
 BJ3284!UTM  15      -   0.99999997  x   1.00052094  =   1.00052091
 BJ3284
 BJ3284|---------------------------------------------------------------------|
 BJ3284| PID    Reference Object                     Distance      Geod. Az  |
 BJ3284|                                                           dddmmss.s |
 BJ3284| BJ3312 52 H 040 LADH                       269.157 METERS 19220     |
 BJ3284| BJ1272 A 1228 LAGS RESET 1959               45.784 METERS 35310     |
 BJ3284|---------------------------------------------------------------------|
 BJ3284
 BJ3284                          SUPERSEDED SURVEY CONTROL
 BJ3284
 BJ3284  NAD 83(1986)-  30 33 39.82115(N)    090 09 05.97772(W) AD(       ) 2
 BJ3284  NGVD 29 (09/03/91)   27.33   (m)           89.7    (f) LEVELING    3  
 BJ3284
 BJ3284.Superseded values are not recommended for survey control.
 BJ3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3284.See file dsdata.txt to determine how the superseded data were derived.
 BJ3284
 BJ3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7321284412(NAD 83)
 BJ3284_MARKER: DE = TRAVERSE STATION DISK
 BJ3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3284_SP_SET: CONCRETE POST
 BJ3284_STAMPING: 52H039 1979
 BJ3284_MARK LOGO: LADH  
 BJ3284_PROJECTION: FLUSH
 BJ3284_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3284+STABILITY: SURFACE MOTION
 BJ3284
 BJ3284  HISTORY     - Date     Condition        Report By
 BJ3284  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3284  HISTORY     - 1982     GOOD             LADTD
 BJ3284
 BJ3284                          STATION DESCRIPTION
 BJ3284
 BJ3284'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3284'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 1, T6S,
 BJ3284'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3284'DEVELOPMENT.
 BJ3284'
 BJ3284'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 190 AND
 BJ3284'STATE HIGHWAY 25 IN NORTH COVINGTON GO NORTH ON STATE HIGHWAY 25 FOR
 BJ3284'8.0 KM (5 MILES) TO THE STATION ON THE LEFT NEAR A GOLF COURSE.
 BJ3284'
 BJ3284'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3284'LADTD) DISK STAMPED---52H039 1979--- SET INTO THE TOP OF A ROUND
 BJ3284'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3284'22.9 METERS SE FROM THE SOUTHEAST CORNER OF THE LAKE HILL COUNTRY
 BJ3284'CLUB., 15.5 METERS NW FROM A POWER POLE., 8.2 METERS SSW FROM THE
 BJ3284'CENTER OF HIGHWAY 25., 6.1 METERS ENE FROM A CHAIN LINK FENCE., AND
 BJ3284'0.6 METERS SE FROM A METAL WITNESS POST AND SIGN.
 BJ3284'
 BJ3284'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3284'(NOW LADTD) DISK STAMPED---52H039 1979--- SET INTO AN IRREGULAR MASS
 BJ3284'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3284'
 BJ3284'REFERENCE MARK NO. 1 IS A STANDARD LGS DISK STAMPED---A
 BJ3284'1228 RESET 1959--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 BJ3284'CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND LOCATED 20.9 METERS
 BJ3284'SSW FROM THE CENTER OF A DOUBLE IRON GATE, 19.2 METERS NNW FROM A
 BJ3284'RIGHT-OF-WAY MARKER, 11.4 METERS ENE FROM THE CENTER OF HIGHWAY 25,
 BJ3284'AND 0.9 METERS WNW FROM A BRICK CORNER POST.
 BJ3284
 BJ3284                          STATION RECOVERY (1982)
 BJ3284
 BJ3284'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3284'10.8 KM (6.7 MI) NORTH FROM COVINGTON.
 BJ3284'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 NORTH OF
 BJ3284'COVINGTON, GO NORTH ALONG STATE HIGHWAY 25 FOR 8 KM (5 MI) TO THE
 BJ3284'STATION ON THE LEFT NEAR A GOLF COURSE, 45.7 METERS (150 FT) SOUTH OF
 BJ3284'BENCH MARK A1228 RESET 1959, 22.9 METERS (75 FT) SOUTHEAST OF THE
 BJ3284'SOUTHEAST CORNER OF THE WINNERS CIRCLE RESTAURANT, 15.5 METERS (51 FT)
 BJ3284'NORTHWEST OF A POWER POLE, 8.2 METERS (27 FT) SOUTH-SOUTHWEST OF THE
 BJ3284'CENTER OF STATE HIGHWAY 25, 6.1 METERS (20 FT) EAST-NORTHEAST OF A
 BJ3284'CHAIN LINK FENCE.
 BJ3284'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3284'THE MARK IS 0.46 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3312 ***********************************************************************
 BJ3312  DESIGNATION -  52 H 040 LADH
 BJ3312  PID         -  BJ3312
 BJ3312  STATE/COUNTY-  LA/ST TAMMANY
 BJ3312  USGS QUAD   -  MARTINVILLE (1983)
 BJ3312
 BJ3312                         *CURRENT SURVEY CONTROL
 BJ3312  ___________________________________________________________________
 BJ3312* NAD 83(1992)-  30 33 31.26893(N)    090 09 08.13928(W)     ADJUSTED  
 BJ3312* NAVD 88     -        21.915  (meters)      71.90   (feet)  ADJUSTED  
 BJ3312  ___________________________________________________________________
 BJ3312  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ3312  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3312  DYNAMIC HT  -          21.887 (meters)      71.81  (feet)  COMP
 BJ3312  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 BJ3312
 BJ3312  HORZ ORDER  -  SECOND
 BJ3312  VERT ORDER  -  SECOND    CLASS I
 BJ3312
 BJ3312.The horizontal coordinates were established by classical geodetic methods
 BJ3312.and adjusted by the National Geodetic Survey in January 1993..
 BJ3312
 BJ3312.The orthometric height was determined by differential leveling
 BJ3312.and adjusted by the National Geodetic Survey in February 1994..
 BJ3312
 BJ3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3312
 BJ3312.The geoid height was determined by GEOID03.
 BJ3312
 BJ3312.The dynamic height is computed by dividing the NAVD 88
 BJ3312.geopotential number by the normal gravity value computed on the
 BJ3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3312.degrees latitude (g = 980.6199 gals.).
 BJ3312
 BJ3312.The modeled gravity was interpolated from observed gravity values.
 BJ3312
 BJ3312;                    North         East     Units Scale Factor Converg.
 BJ3312;SPC LA S     -   228,781.058 1,113,308.493   MT  0.99997299   +0 35 26.0
 BJ3312;SPC LA S     -   750,592.52  3,652,579.61   sFT  0.99997299   +0 35 26.0
 BJ3312;UTM  15      - 3,384,148.044   773,161.069   MT  1.00052060   +1 26 55.5
 BJ3312
 BJ3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3312!SPC LA S     -   1.00000082  x   0.99997299  =   0.99997381
 BJ3312!UTM  15      -   1.00000082  x   1.00052060  =   1.00052142
 BJ3312
 BJ3312                          SUPERSEDED SURVEY CONTROL
 BJ3312
 BJ3312  NAD 83(1986)-  30 33 31.28275(N)    090 09 08.13627(W) AD(       ) 2
 BJ3312  NGVD 29 (09/03/91)   21.91   (m)           71.9    (f) LEVELING    3  
 BJ3312
 BJ3312.Superseded values are not recommended for survey control.
 BJ3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3312.See file dsdata.txt to determine how the superseded data were derived.
 BJ3312
 BJ3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7316184148(NAD 83)
 BJ3312_MARKER: DE = TRAVERSE STATION DISK
 BJ3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3312_SP_SET: CONCRETE POST
 BJ3312_STAMPING: 52H040 1979
 BJ3312_MARK LOGO: LADH  
 BJ3312_PROJECTION: FLUSH
 BJ3312_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3312+STABILITY: SURFACE MOTION
 BJ3312
 BJ3312  HISTORY     - Date     Condition        Report By
 BJ3312  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3312  HISTORY     - 1982     GOOD             LADTD
 BJ3312
 BJ3312                          STATION DESCRIPTION
 BJ3312
 BJ3312'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3312'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 1, T6S,
 BJ3312'R10E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF TRANSPORTATION
 BJ3312'AND DEVELOPMENT.
 BJ3312'
 BJ3312'TO REACH THE STATION FROM THE JUNCTION OF US 190 AND STATE HIGHWAY 25
 BJ3312'IN NORTH COVINGTON, GO NORTH ON HIGHWAY 25 FOR 7.7 KM (4.8 MILES) TO
 BJ3312'THE JUNCTION WITH STATE HIGHWAY 1078. THENCE TURN LEFT AND GO WEST ON
 BJ3312'HIGHWAY 1078 FOR 0.3 KM (0.2 MILES) TO THE STATION ON THE LEFT IN
 BJ3312'FRONT OF THE RED BLUFF CHURCH.
 BJ3312'
 BJ3312'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3312'LADTD) DISK STAMPED---52H040 1979--- SET INTO THE TOP OF A ROUND
 BJ3312'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 18
 BJ3312'METERS E FROM THE CENTER OF WEST DRIVE INTO CHURCH, 12.3 METERS W
 BJ3312'FROM THE CENTER OF EAST DRIVE INTO CHURCH, 9.1 METERS S FROM THE
 BJ3312'CENTER OF STATE HIGHWAY 1078, 3 METERS N FROM THE CENTER OF RED BLUFF
 BJ3312'CHURCH BRICK SIGN, AND 2.1 METERS NE FROM A METAL WITNESS POST AND
 BJ3312'SIGN.
 BJ3312'
 BJ3312'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3312'(NOW LADTD) DISK STAMPED---52H040 1979--- SET INTO AN IRREGULAR MASS
 BJ3312'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3312
 BJ3312                          STATION RECOVERY (1982)
 BJ3312
 BJ3312'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3312'8.7 KM (5.4 MI) SSE FROM FOLSOM.
 BJ3312'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3312'OF COVINGTON, GO WEST ON STATE HIGHWAY 1078 FOR 0.3 KM (0.2 MI) TO THE
 BJ3312'STATION ON THE LEFT IN FRONT OF RED BLUFF CHURCH, 18 METERS (59 FT)
 BJ3312'EAST OF CENTER OF WEST DRIVE INTO CHURCH, 12.3 METERS (40.5 FT) WEST
 BJ3312'OF EAST DRIVE INTO CHURCH, 3 METERS (10 FT) NORTH OF THE CENTER OF RED
 BJ3312'BLUFF CHURCH BRICK SIGN, 9.1 METERS (30 FT) SOUTH OF THE CENTER OF
 BJ3312'STATE HIGHWAY 1078.
 BJ3312'THE MARK IS 2.13 METERS  NE FROM A WITNESS POST.
 BJ3312'THE MARK IS ABOVE LEVEL WITH LA 1078.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3311 ***********************************************************************
 BJ3311  DESIGNATION -  52 H 041 LADH
 BJ3311  PID         -  BJ3311
 BJ3311  STATE/COUNTY-  LA/ST TAMMANY
 BJ3311  USGS QUAD   -  MARTINVILLE (1983)
 BJ3311
 BJ3311                         *CURRENT SURVEY CONTROL
 BJ3311  ___________________________________________________________________
 BJ3311* NAD 83(1992)-  30 33 31.85805(N)    090 09 36.63949(W)     ADJUSTED  
 BJ3311* NAVD 88     -        24.114  (meters)      79.11   (feet)  ADJUSTED  
 BJ3311  ___________________________________________________________________
 BJ3311  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BJ3311  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3311  DYNAMIC HT  -          24.083 (meters)      79.01  (feet)  COMP
 BJ3311  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BJ3311
 BJ3311  HORZ ORDER  -  SECOND
 BJ3311  VERT ORDER  -  SECOND    CLASS I
 BJ3311
 BJ3311.The horizontal coordinates were established by classical geodetic methods
 BJ3311.and adjusted by the National Geodetic Survey in January 1993..
 BJ3311
 BJ3311.The orthometric height was determined by differential leveling
 BJ3311.and adjusted by the National Geodetic Survey in February 1994..
 BJ3311
 BJ3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3311
 BJ3311.The geoid height was determined by GEOID03.
 BJ3311
 BJ3311.The dynamic height is computed by dividing the NAVD 88
 BJ3311.geopotential number by the normal gravity value computed on the
 BJ3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3311.degrees latitude (g = 980.6199 gals.).
 BJ3311
 BJ3311.The modeled gravity was interpolated from observed gravity values.
 BJ3311
 BJ3311;                    North         East     Units Scale Factor Converg.
 BJ3311;SPC LA S     -   228,791.397 1,112,548.827   MT  0.99997302   +0 35 11.7
 BJ3311;SPC LA S     -   750,626.44  3,650,087.28   sFT  0.99997302   +0 35 11.7
 BJ3311;UTM  15      - 3,384,147.003   772,400.920   MT  1.00051548   +1 26 41.0
 BJ3311
 BJ3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3311!SPC LA S     -   1.00000047  x   0.99997302  =   0.99997349
 BJ3311!UTM  15      -   1.00000047  x   1.00051548  =   1.00051595
 BJ3311
 BJ3311                          SUPERSEDED SURVEY CONTROL
 BJ3311
 BJ3311  NAD 83(1986)-  30 33 31.87184(N)    090 09 36.63659(W) AD(       ) 2
 BJ3311  NGVD 29 (09/03/91)   24.11   (m)           79.1    (f) LEVELING    3  
 BJ3311
 BJ3311.Superseded values are not recommended for survey control.
 BJ3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3311.See file dsdata.txt to determine how the superseded data were derived.
 BJ3311
 BJ3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7240184147(NAD 83)
 BJ3311_MARKER: DE = TRAVERSE STATION DISK
 BJ3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3311_SP_SET: CONCRETE POST
 BJ3311_STAMPING: 52H041 1979
 BJ3311_MARK LOGO: LADH  
 BJ3311_PROJECTION: FLUSH
 BJ3311_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3311+STABILITY: SURFACE MOTION
 BJ3311
 BJ3311  HISTORY     - Date     Condition        Report By
 BJ3311  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3311  HISTORY     - 1982     GOOD             LADTD
 BJ3311
 BJ3311                          STATION DESCRIPTION
 BJ3311
 BJ3311'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3311'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 1, T6S,
 BJ3311'R10E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3311'DEVELOPMENT.
 BJ3311'
 BJ3311'TO REACH THE STATION FROM THE JUNCTION OF US 190 AND STATE HIGHWAY 25
 BJ3311'IN NORTH COVINGTON, GO NORTH ON HIGHWAY 25 FOR 7.7 KM (4.8 MILES) TO
 BJ3311'THE JUNCTION WITH STATE HIGHWAY 1078. THENCE TURN LEFT AND GO WEST ON
 BJ3311'HIGHWAY 1078 FOR 1.1 KM (0.7 MILES) TO THE STATION ON THE RIGHT.
 BJ3311'
 BJ3311'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3311'LADTD) DISK STAMPED---52H041 1979--- SET INTO THE TOP OF A ROUND
 BJ3311'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3311'27.1 METERS W FROM A FIELD ROAD., 9.0 METERS N FROM THE CENTER OF
 BJ3311'STATE HIGHWAY 1078, 0.8 METERS S FROM A RIGHT-A-WAY FENCE, AND 0.61
 BJ3311'METERS W FROM A METAL WITNESS POST AND SIGN.
 BJ3311'
 BJ3311'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3311'(NOW LADTD) DISK STAMPED---52H041 1979--- SET INTO AN IRREGULAR MASS
 BJ3311'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3311
 BJ3311                          STATION RECOVERY (1982)
 BJ3311
 BJ3311'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3311'8.4 KM (5.2 MI) SSE FROM FOLSOM.
 BJ3311'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3311'OF COVINGTON, GO WEST 1 KM (0.6 MI) TO THE STATION ON THE RIGHT, 27
 BJ3311'METERS (88.5 FT) WEST OF A FIELD ROAD, 9 METERS (29.5 FT) NORTH OF THE
 BJ3311'CENTER OF STATE HIGHWAY 1078, 0.8 METER (2.5 FT) SOUTH OF A
 BJ3311'RIGHT-OF-WAY FENCE.
 BJ3311'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3311'THE MARK IS ABOVE LEVEL WITH LA 1078.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3310 ***********************************************************************
 BJ3310  DESIGNATION -  52 H 042 LADH
 BJ3310  PID         -  BJ3310
 BJ3310  STATE/COUNTY-  LA/ST TAMMANY
 BJ3310  USGS QUAD   -  MARTINVILLE (1983)
 BJ3310
 BJ3310                         *CURRENT SURVEY CONTROL
 BJ3310  ___________________________________________________________________
 BJ3310* NAD 83(1992)-  30 33 31.13168(N)    090 10 05.21771(W)     ADJUSTED  
 BJ3310* NAVD 88     -        22.734  (meters)      74.59   (feet)  ADJUSTED  
 BJ3310  ___________________________________________________________________
 BJ3310  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BJ3310  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ3310  DYNAMIC HT  -          22.705 (meters)      74.49  (feet)  COMP
 BJ3310  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BJ3310
 BJ3310  HORZ ORDER  -  SECOND
 BJ3310  VERT ORDER  -  SECOND    CLASS I
 BJ3310
 BJ3310.The horizontal coordinates were established by classical geodetic methods
 BJ3310.and adjusted by the National Geodetic Survey in January 1993..
 BJ3310
 BJ3310.The orthometric height was determined by differential leveling
 BJ3310.and adjusted by the National Geodetic Survey in February 1994..
 BJ3310
 BJ3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3310
 BJ3310.The geoid height was determined by GEOID03.
 BJ3310
 BJ3310.The dynamic height is computed by dividing the NAVD 88
 BJ3310.geopotential number by the normal gravity value computed on the
 BJ3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3310.degrees latitude (g = 980.6199 gals.).
 BJ3310
 BJ3310.The modeled gravity was interpolated from observed gravity values.
 BJ3310
 BJ3310;                    North         East     Units Scale Factor Converg.
 BJ3310;SPC LA S     -   228,761.259 1,111,787.497   MT  0.99997299   +0 34 57.4
 BJ3310;SPC LA S     -   750,527.56  3,647,589.48   sFT  0.99997299   +0 34 57.4
 BJ3310;UTM  15      - 3,384,105.445   771,639.715   MT  1.00051037   +1 26 26.4
 BJ3310
 BJ3310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3310!SPC LA S     -   1.00000069  x   0.99997299  =   0.99997368
 BJ3310!UTM  15      -   1.00000069  x   1.00051037  =   1.00051106
 BJ3310
 BJ3310                          SUPERSEDED SURVEY CONTROL
 BJ3310
 BJ3310  NAD 83(1986)-  30 33 31.14543(N)    090 10 05.21492(W) AD(       ) 2
 BJ3310  NGVD 29 (09/03/91)   22.73   (m)           74.6    (f) LEVELING    3  
 BJ3310
 BJ3310.Superseded values are not recommended for survey control.
 BJ3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3310.See file dsdata.txt to determine how the superseded data were derived.
 BJ3310
 BJ3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7164084105(NAD 83)
 BJ3310_MARKER: DE = TRAVERSE STATION DISK
 BJ3310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3310_SP_SET: CONCRETE POST
 BJ3310_STAMPING: 52H042 1979
 BJ3310_MARK LOGO: LADH  
 BJ3310_PROJECTION: FLUSH
 BJ3310_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3310+STABILITY: SURFACE MOTION
 BJ3310
 BJ3310  HISTORY     - Date     Condition        Report By
 BJ3310  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3310  HISTORY     - 1982     GOOD             LADTD
 BJ3310
 BJ3310                          STATION DESCRIPTION
 BJ3310
 BJ3310'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3310'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 2, T6S,
 BJ3310'R10E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3310'DEVELOPMENT.
 BJ3310'
 BJ3310'TO REACH THE STATION FROM THE JUNCTION OF US 190 AND STATE HIGHWAY 25
 BJ3310'IN NORTH COVINGTON GO NORTH ON HIGHWAY 25 FOR 7.7 KM (4.8 MILES) TO
 BJ3310'THE JUNCTION WITH STATE HIGHWAY 1078. THENCE TURN LEFT AND GO WEST ON
 BJ3310'HIGHWAY 1078 FOR 1.8 KM (1.1 MILE) TO THE STATION ON THE LEFT.
 BJ3310'
 BJ3310'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3310'LADTD) DISK STAMPED---52H042 1979--- SET INTO THE TOP OF A ROUND
 BJ3310'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3310'18.4 METERS SE FROM THE CENTER OF A CHURCH ROAD, 8.5 METERS S FROM
 BJ3310'THE CENTER OF STATE HIGHWAY 1078, 5.8 METERS NNW FROM AN 8 INCH
 BJ3310'MAGNOLIA TREE, 3.5 METERS NE FROM A GAS METER, AND 0.61 METERS E FROM
 BJ3310'A METAL WITNESS POST AND SIGN.
 BJ3310'
 BJ3310'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3310'(NOW LADTD) DISK STAMPED---52H042 1979--- SET INTO AN IRREGULAR MASS
 BJ3310'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3310
 BJ3310                          STATION RECOVERY (1982)
 BJ3310
 BJ3310'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3310'8.2 KM (5.1 MI) SOUTH FROM FOLSOM.
 BJ3310'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3310'OF COVINGTON, GO WEST 1.6 KM (1 MI) TO THE STATION ON THE LEFT, 18.4
 BJ3310'METERS (60.5 FT) SOUTHEAST OF THE CENTER OF CHURCH ROAD, 8.5 METERS
 BJ3310'(28 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 1078, 5.8 METERS (19 FT).
 BJ3310'NORTH-NORTHWEST OF AN 8-INCH MAGNOLIA TREE, 3.5 METERS (11.5 FT)
 BJ3310'NORTHEAST OF A GAS METER.
 BJ3310'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3310'THE MARK IS 0.30 M BELOW LA 1078.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3309 ***********************************************************************
 BJ3309  DESIGNATION -  52 H 043 LADH
 BJ3309  PID         -  BJ3309
 BJ3309  STATE/COUNTY-  LA/ST TAMMANY
 BJ3309  USGS QUAD   -  MARTINVILLE (1983)
 BJ3309
 BJ3309                         *CURRENT SURVEY CONTROL
 BJ3309  ___________________________________________________________________
 BJ3309* NAD 83(1992)-  30 33 31.39083(N)    090 11 11.84283(W)     ADJUSTED  
 BJ3309* NAVD 88     -        20.278  (meters)      66.53   (feet)  ADJUSTED  
 BJ3309  ___________________________________________________________________
 BJ3309  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BJ3309  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3309  DYNAMIC HT  -          20.252 (meters)      66.44  (feet)  COMP
 BJ3309  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BJ3309
 BJ3309  HORZ ORDER  -  SECOND
 BJ3309  VERT ORDER  -  SECOND    CLASS I
 BJ3309
 BJ3309.The horizontal coordinates were established by classical geodetic methods
 BJ3309.and adjusted by the National Geodetic Survey in January 1993..
 BJ3309
 BJ3309.The orthometric height was determined by differential leveling
 BJ3309.and adjusted by the National Geodetic Survey in February 1994..
 BJ3309
 BJ3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3309
 BJ3309.The geoid height was determined by GEOID03.
 BJ3309
 BJ3309.The dynamic height is computed by dividing the NAVD 88
 BJ3309.geopotential number by the normal gravity value computed on the
 BJ3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3309.degrees latitude (g = 980.6199 gals.).
 BJ3309
 BJ3309.The modeled gravity was interpolated from observed gravity values.
 BJ3309
 BJ3309;                    North         East     Units Scale Factor Converg.
 BJ3309;SPC LA S     -   228,751.328 1,110,011.972   MT  0.99997300   +0 34 24.1
 BJ3309;SPC LA S     -   750,494.98  3,641,764.28   sFT  0.99997300   +0 34 24.1
 BJ3309;UTM  15      - 3,384,068.909   769,863.595   MT  1.00049851   +1 25 52.5
 BJ3309
 BJ3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3309!SPC LA S     -   1.00000107  x   0.99997300  =   0.99997407
 BJ3309!UTM  15      -   1.00000107  x   1.00049851  =   1.00049958
 BJ3309
 BJ3309                          SUPERSEDED SURVEY CONTROL
 BJ3309
 BJ3309  NAD 83(1986)-  30 33 31.40443(N)    090 11 11.84017(W) AD(       ) 2
 BJ3309  NGVD 29 (09/03/91)   20.28   (m)           66.5    (f) LEVELING    3  
 BJ3309
 BJ3309.Superseded values are not recommended for survey control.
 BJ3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3309.See file dsdata.txt to determine how the superseded data were derived.
 BJ3309
 BJ3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6986484069(NAD 83)
 BJ3309_MARKER: DE = TRAVERSE STATION DISK
 BJ3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3309_SP_SET: CONCRETE POST
 BJ3309_STAMPING: 52H043 1979
 BJ3309_MARK LOGO: LADH  
 BJ3309_PROJECTION: FLUSH
 BJ3309_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3309+STABILITY: SURFACE MOTION
 BJ3309
 BJ3309  HISTORY     - Date     Condition        Report By
 BJ3309  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3309  HISTORY     - 1982     GOOD             LADTD
 BJ3309
 BJ3309                          STATION DESCRIPTION
 BJ3309
 BJ3309'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3309'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 3, T6S,
 BJ3309'R10E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3309'DEVELOPMENT.
 BJ3309'
 BJ3309'TO REACH THE STATION FROM THE JUNCTION OF US 190 AND STATE HIGHWAY 25
 BJ3309'IN NORTH COVINGTON, GO NORTH ON HIGHWAY 25 FOR 7.7 KM (4.8 MILES) TO
 BJ3309'THE JUNCTION WITH STATE HIGHWAY 1078. THENCE TURN LEFT AND GO WEST ON
 BJ3309'HIGHWAY 1078 FOR 3.7 KM (2.3 MILES) TO THE STATION ON THE LEFT, NEAR
 BJ3309'THE H AND R RANCH STABLES.
 BJ3309'
 BJ3309'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3309'LADTD) DISK STAMPED---52H043 1979--- SET INTO THE TOP OF A ROUND
 BJ3309'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3309'44.8 METERS W FROM THE CENTER OF HEDGE LANE, 30.5 METERS SW FROM THE
 BJ3309'CENTER OF BOOTH ROAD, 8.2 METERS S FROM THE CENTER OF STATE HIGHWAY
 BJ3309'1078, 3.5 METERS E FROM A TELEPHONE REPAIR BOX NO. 26W, AND 0.91
 BJ3309'METERS N FROM A METAL WITNESS POST AND SIGN.
 BJ3309'
 BJ3309'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3309'(NOW LADTD) DISK STAMPED---52H043 1979--- SET INTO AN IRREGULAR MASS
 BJ3309'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3309
 BJ3309                          STATION RECOVERY (1982)
 BJ3309
 BJ3309'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3309'8 KM (5 MI) SOUTH FROM FOLSOM.
 BJ3309'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3309'OF COVINGTON, GO WEST 3.5 KM (2.2 MI) TO THE STATION ON THE LEFT, NEAR
 BJ3309'THE H AND R RANCH STABLES, 44.8 METERS (147 FT) WEST OF HEDGE LANE,
 BJ3309'30.5 METERS (100 FT) SOUTHWEST OF CENTER OF BOOTH ROAD, 8.2 METERS
 BJ3309'(27 FT) SOUTH OF THE CENTER OF LA 1078, 5.5 METERS (18 FT) EAST OF
 BJ3309'TELEPHONE REPAIR BOX NO. 26W.
 BJ3309'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 BJ3309'THE MARK IS ABOVE LEVEL WITH LA 1078.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3308 ***********************************************************************
 BJ3308  DESIGNATION -  52 H 044 LADH
 BJ3308  PID         -  BJ3308
 BJ3308  STATE/COUNTY-  LA/ST TAMMANY
 BJ3308  USGS QUAD   -  MARTINVILLE (1983)
 BJ3308
 BJ3308                         *CURRENT SURVEY CONTROL
 BJ3308  ___________________________________________________________________
 BJ3308* NAD 83(1992)-  30 33 38.98934(N)    090 12 09.01166(W)     ADJUSTED  
 BJ3308* NAVD 88     -        17.775  (meters)      58.32   (feet)  ADJUSTED  
 BJ3308  ___________________________________________________________________
 BJ3308  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BJ3308  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3308  DYNAMIC HT  -          17.752 (meters)      58.24  (feet)  COMP
 BJ3308  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BJ3308
 BJ3308  HORZ ORDER  -  SECOND
 BJ3308  VERT ORDER  -  SECOND    CLASS I
 BJ3308
 BJ3308.The horizontal coordinates were established by classical geodetic methods
 BJ3308.and adjusted by the National Geodetic Survey in January 1993..
 BJ3308
 BJ3308.The orthometric height was determined by differential leveling
 BJ3308.and adjusted by the National Geodetic Survey in February 1994..
 BJ3308
 BJ3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3308
 BJ3308.The geoid height was determined by GEOID03.
 BJ3308
 BJ3308.The dynamic height is computed by dividing the NAVD 88
 BJ3308.geopotential number by the normal gravity value computed on the
 BJ3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3308.degrees latitude (g = 980.6199 gals.).
 BJ3308
 BJ3308.The modeled gravity was interpolated from observed gravity values.
 BJ3308
 BJ3308;                    North         East     Units Scale Factor Converg.
 BJ3308;SPC LA S     -   228,970.166 1,108,486.211   MT  0.99997336   +0 33 55.5
 BJ3308;SPC LA S     -   751,212.95  3,636,758.51   sFT  0.99997336   +0 33 55.5
 BJ3308;UTM  15      - 3,384,264.981   768,333.933   MT  1.00048835   +1 25 23.7
 BJ3308
 BJ3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3308!SPC LA S     -   1.00000146  x   0.99997336  =   0.99997482
 BJ3308!UTM  15      -   1.00000146  x   1.00048835  =   1.00048981
 BJ3308
 BJ3308                          SUPERSEDED SURVEY CONTROL
 BJ3308
 BJ3308  NAD 83(1986)-  30 33 39.00278(N)    090 12 09.00916(W) AD(       ) 2
 BJ3308  NGVD 29 (09/03/91)   17.77   (m)           58.3    (f) LEVELING    3  
 BJ3308
 BJ3308.Superseded values are not recommended for survey control.
 BJ3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3308.See file dsdata.txt to determine how the superseded data were derived.
 BJ3308
 BJ3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6833484265(NAD 83)
 BJ3308_MARKER: DE = TRAVERSE STATION DISK
 BJ3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3308_SP_SET: CONCRETE POST
 BJ3308_STAMPING: 52H044 1979
 BJ3308_MARK LOGO: LADH  
 BJ3308_PROJECTION: RECESSED 20 CENTIMETERS
 BJ3308_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3308+STABILITY: SURFACE MOTION
 BJ3308
 BJ3308  HISTORY     - Date     Condition        Report By
 BJ3308  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3308  HISTORY     - 1982     GOOD             LADTD
 BJ3308
 BJ3308                          STATION DESCRIPTION
 BJ3308
 BJ3308'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3308'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 4, T6S,
 BJ3308'R10E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3308'DEVELOPMENT.
 BJ3308'
 BJ3308'TO REACH THE STATION FROM THE JUNCTION OF US 190 AND STATE HIGHWAY 25
 BJ3308'IN NORTH COVINGTON, GO NORTH ON HIGHWAY 25 FOR 7.7 KM (4.8 MILES) TO
 BJ3308'THE JUNCTION WITH STATE HIGHWAY 1078. THENCE TURN LEFT AND GO WEST ON
 BJ3308'HIGHWAY 1078 FOR 5.6 KM (3.5 MILES) TO THE STATION ON THE LEFT.
 BJ3308'
 BJ3308'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3308'LADTD) DISK STAMPED---52H044 1979--- SET INTO THE TOP OF A ROUND
 BJ3308'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3308'24.4 METERS E FROM THE WEST END OF A CEMENT CULVERT, 6.7 METERS NNE
 BJ3308'FROM A 6-INCH WATER OAK TREE, 6.4 METERS N FROM A 5 STRAND BARBED
 BJ3308'WIRE FENCE, 6.3 METERS N FROM A METAL WITNESS POST AND SIGN, AND 4
 BJ3308'METERS S FROM THE CENTER OF STATE HIGHWAY 1078.
 BJ3308'
 BJ3308'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3308'(NOW LADTD) DISK STAMPED---52H044 1979--- SET INTO AN IRREGULAR MASS
 BJ3308'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3308
 BJ3308                          STATION RECOVERY (1982)
 BJ3308
 BJ3308'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3308'7.9 KM (4.9 MI) SSW FROM FOLSOM.
 BJ3308'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3308'OF COVINGTON, GO WEST 5.1 KM (3.2 MI) TO THE STATION ON THE LEFT IN
 BJ3308'SHOULDER OF ROAD, 24.4 METERS (80 FT) EAST OF THE WEST END OF A CEMENT
 BJ3308'CULVERT, 6.7 METERS (22 FT) NORTH-NORTHEAST OF A 6-INCH WATER OAK
 BJ3308'TREE, 6.4 METERS (21 FEET) NORTH OF A 5-STRAND BARBED WIRE FENCE,
 BJ3308'4 METERS (13 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 1078.
 BJ3308'THE MARK IS 6.34 METERS  N FROM A WITNESS POST.
 BJ3308'THE MARK IS 0.22 M BELOW LA 1078.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3307 ***********************************************************************
 BJ3307  DESIGNATION -  52 H 045 LADH
 BJ3307  PID         -  BJ3307
 BJ3307  STATE/COUNTY-  LA/ST TAMMANY
 BJ3307  USGS QUAD   -  MARTINVILLE (1983)
 BJ3307
 BJ3307                         *CURRENT SURVEY CONTROL
 BJ3307  ___________________________________________________________________
 BJ3307* NAD 83(1992)-  30 33 46.42559(N)    090 12 27.22428(W)     ADJUSTED  
 BJ3307* NAVD 88     -        19.017  (meters)      62.39   (feet)  ADJUSTED  
 BJ3307  ___________________________________________________________________
 BJ3307  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BJ3307  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3307  DYNAMIC HT  -          18.993 (meters)      62.31  (feet)  COMP
 BJ3307  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BJ3307
 BJ3307  HORZ ORDER  -  SECOND
 BJ3307  VERT ORDER  -  SECOND    CLASS I
 BJ3307
 BJ3307.The horizontal coordinates were established by classical geodetic methods
 BJ3307.and adjusted by the National Geodetic Survey in January 1993..
 BJ3307
 BJ3307.The orthometric height was determined by differential leveling
 BJ3307.and adjusted by the National Geodetic Survey in February 1994..
 BJ3307
 BJ3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3307
 BJ3307.The geoid height was determined by GEOID03.
 BJ3307
 BJ3307.The dynamic height is computed by dividing the NAVD 88
 BJ3307.geopotential number by the normal gravity value computed on the
 BJ3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3307.degrees latitude (g = 980.6199 gals.).
 BJ3307
 BJ3307.The modeled gravity was interpolated from observed gravity values.
 BJ3307
 BJ3307;                    North         East     Units Scale Factor Converg.
 BJ3307;SPC LA S     -   229,194.369 1,107,998.636   MT  0.99997371   +0 33 46.4
 BJ3307;SPC LA S     -   751,948.53  3,635,158.86   sFT  0.99997371   +0 33 46.4
 BJ3307;UTM  15      - 3,384,481.971   767,842.804   MT  1.00048510   +1 25 14.7
 BJ3307
 BJ3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3307!SPC LA S     -   1.00000127  x   0.99997371  =   0.99997498
 BJ3307!UTM  15      -   1.00000127  x   1.00048510  =   1.00048637
 BJ3307
 BJ3307                          SUPERSEDED SURVEY CONTROL
 BJ3307
 BJ3307  NAD 83(1986)-  30 33 46.43898(N)    090 12 27.22188(W) AD(       ) 2
 BJ3307  NGVD 29 (09/03/91)   19.02   (m)           62.4    (f) LEVELING    3  
 BJ3307
 BJ3307.Superseded values are not recommended for survey control.
 BJ3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3307.See file dsdata.txt to determine how the superseded data were derived.
 BJ3307
 BJ3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6784384482(NAD 83)
 BJ3307_MARKER: DE = TRAVERSE STATION DISK
 BJ3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3307_SP_SET: CONCRETE POST
 BJ3307_STAMPING: 52H045 1979
 BJ3307_MARK LOGO: LADH  
 BJ3307_PROJECTION: FLUSH
 BJ3307_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3307+STABILITY: SURFACE MOTION
 BJ3307
 BJ3307  HISTORY     - Date     Condition        Report By
 BJ3307  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3307  HISTORY     - 1982     GOOD             LADTD
 BJ3307
 BJ3307                          STATION DESCRIPTION
 BJ3307
 BJ3307'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3307'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 33, T5S,
 BJ3307'R10E, OWNERSHIP--    THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3307'DEVELOPMENT.
 BJ3307'
 BJ3307'TO REACH THE STATION FROM THE JUNCTION OF US 190 AND STATE HIGHWAY 25
 BJ3307'IN NORTH COVINGTON, GO NORTH ON HIGHWAY 25 FOR 7.7 KM (4.8 MILES) TO
 BJ3307'THE JUNCTION WITH STATE HIGHWAY 1078. THENCE TURN LEFT AND GO WEST ON
 BJ3307'HIGHWAY 1078 FOR 6.1 KM (3.8 MILES) TO THE STATION ON THE LEFT, ON
 BJ3307'THE RIGHT SIDE OF A GRAVEL ROAD.
 BJ3307'
 BJ3307'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3307'LADTD) DISK STAMPED---52H045 1979--- SET INTO THE TOP OF A ROUND
 BJ3307'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3307'10.3 METERS SSW FROM THE CENTER OF STATE HIGHWAY 1078, 5.2 METERS NE
 BJ3307'FROM THE CENTER OF A METAL GATE, 4.6 METERS NW FROM THE CENTER OF
 BJ3307'SPINKS ROAD, 2.9 METERS SW FROM THE WEST END OF A METAL CULVERT, AND
 BJ3307'0.61 METERS SE FROM A METAL WITNESS POST AND SIGN.
 BJ3307'
 BJ3307'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3307'(NOW LADTD) DISK STAMPED---52H045 1979--- SET INTO AN IRREGULAR MASS
 BJ3307'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3307
 BJ3307                          STATION RECOVERY (1982)
 BJ3307
 BJ3307'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3307'7.7 KM (4.8 MI) SSW FROM FOLSOM.
 BJ3307'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3307'OF COVINGTON, GO WEST 5.6 KM (3.5 MI) TO THE STATION ON THE LEFT, ON
 BJ3307'THE WEST SIDE OF A GRAVEL DRIVE, 10.4 METERS (34 FT) SOUTH-SOUTHWEST
 BJ3307'OF THE CENTER OF STATE HIGHWAY 1078, 5.2 METERS (17 FT) NORTHEAST OF
 BJ3307'CENTER OF A METAL GATE, 4.6 METERS (15 FT) NORTHWEST OF CENTER OF
 BJ3307'SPINKS ROAD, 2.9 METERS (9.5 FT) SOUTHWEST OF THE WEST END OF A METAL
 BJ3307'CULVERT.
 BJ3307'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3307'THE MARK IS 0.30 M BELOW LA 1078.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3306 ***********************************************************************
 BJ3306  DESIGNATION -  52 H 046 LADH
 BJ3306  PID         -  BJ3306
 BJ3306  STATE/COUNTY-  LA/ST TAMMANY
 BJ3306  USGS QUAD   -  MARTINVILLE (1983)
 BJ3306
 BJ3306                         *CURRENT SURVEY CONTROL
 BJ3306  ___________________________________________________________________
 BJ3306* NAD 83(1992)-  30 33 58.37348(N)    090 12 40.83515(W)     ADJUSTED  
 BJ3306* NAVD 88     -        24.636  (meters)      80.83   (feet)  ADJUSTED  
 BJ3306  ___________________________________________________________________
 BJ3306  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BJ3306  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3306  DYNAMIC HT  -          24.604 (meters)      80.72  (feet)  COMP
 BJ3306  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 BJ3306
 BJ3306  HORZ ORDER  -  SECOND
 BJ3306  VERT ORDER  -  SECOND    CLASS I
 BJ3306
 BJ3306.The horizontal coordinates were established by classical geodetic methods
 BJ3306.and adjusted by the National Geodetic Survey in January 1993..
 BJ3306
 BJ3306.The orthometric height was determined by differential leveling
 BJ3306.and adjusted by the National Geodetic Survey in February 1994..
 BJ3306
 BJ3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3306
 BJ3306.The geoid height was determined by GEOID03.
 BJ3306
 BJ3306.The dynamic height is computed by dividing the NAVD 88
 BJ3306.geopotential number by the normal gravity value computed on the
 BJ3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3306.degrees latitude (g = 980.6199 gals.).
 BJ3306
 BJ3306.The modeled gravity was interpolated from observed gravity values.
 BJ3306
 BJ3306;                    North         East     Units Scale Factor Converg.
 BJ3306;SPC LA S     -   229,558.720 1,107,632.341   MT  0.99997428   +0 33 39.6
 BJ3306;SPC LA S     -   753,143.90  3,633,957.11   sFT  0.99997428   +0 33 39.6
 BJ3306;UTM  15      - 3,384,840.979   767,470.906   MT  1.00048264   +1 25 08.3
 BJ3306
 BJ3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3306!SPC LA S     -   1.00000039  x   0.99997428  =   0.99997467
 BJ3306!UTM  15      -   1.00000039  x   1.00048264  =   1.00048303
 BJ3306
 BJ3306                          SUPERSEDED SURVEY CONTROL
 BJ3306
 BJ3306  NAD 83(1986)-  30 33 58.38686(N)    090 12 40.83291(W) AD(       ) 2
 BJ3306  NGVD 29 (09/03/91)   24.63   (m)           80.8    (f) LEVELING    3  
 BJ3306
 BJ3306.Superseded values are not recommended for survey control.
 BJ3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3306.See file dsdata.txt to determine how the superseded data were derived.
 BJ3306
 BJ3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6747184841(NAD 83)
 BJ3306_MARKER: DE = TRAVERSE STATION DISK
 BJ3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3306_SP_SET: CONCRETE POST
 BJ3306_STAMPING: 52H046 1979
 BJ3306_MARK LOGO: LADH  
 BJ3306_PROJECTION: FLUSH
 BJ3306_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3306+STABILITY: SURFACE MOTION
 BJ3306
 BJ3306  HISTORY     - Date     Condition        Report By
 BJ3306  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3306  HISTORY     - 1982     GOOD             LADTD
 BJ3306
 BJ3306                          STATION DESCRIPTION
 BJ3306
 BJ3306'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3306'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 32,T5S
 BJ3306'R10E,OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3306'DEVELOPMENT.
 BJ3306'
 BJ3306'TO REACH THE STATION FROM THE JUNCTION OF US 190 AND STATE HIGHWAY 25
 BJ3306'IN NORTH COVINGTON,GO NORTH ON HIGHWAY 25 FOR 7.7KM(4.8MILES)TO THE
 BJ3306'JUNCTION WITH STATE HIGHWAY 1078 THENCE TURN LEFT AND GO WEST ON
 BJ3306'HIGHWAY 1078 FOR 6.8 KM (4.2MILES)TO THE STATION ON THE RIGHT NEAR
 BJ3306'THE RIGHT OF WAY FENCE.
 BJ3306'
 BJ3306'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3306'LADTD) DISK STAMPED---52H046 1979--- SET INTO THE TOP OF A ROUND
 BJ3306'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 927
 BJ3306'METERS NNW FROM THE CENTER OF DAVIDSON ROAD, 198 METERS N FROM THE
 BJ3306'WEST END OF A METAL CULVERT, 9.3 METERS SE FROM THE CENTER OF A FENCE
 BJ3306'BRACE, 9 METERS NE FROM THE CENTER OF STATE HIGHWAY 1078, AND 0.61
 BJ3306'METERS NW FROM A METAL WITNESS POST AND SIGN.
 BJ3306'
 BJ3306'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3306'(NOW LADTD) DISK STAMPED---52H046 1979--- SET INTO AN IRREGULAR MASS
 BJ3306'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3306
 BJ3306                          STATION RECOVERY (1982)
 BJ3306
 BJ3306'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3306'7.6 KM (4.7 MI) SSW FROM FOLSOM.
 BJ3306'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3306'OF COVINGTON, GO WEST 6.1 KM (3.8 MI) TO THE STATION ON THE RIGHT NEAR
 BJ3306'A BOARD FENCE, 92.7 METERS (304 FT) NORTHWEST OF THE CENTER OF
 BJ3306'DAVIDSON ROAD, 19.8 METERS (65 FT) NORTH OF THE WEST END OF A METAL
 BJ3306'CULVERT, 9.3 METERS (30.5 FT) SOUTHEAST OF THE CENTER OF A FENCE
 BJ3306'BRACE, 9 METERS (29.5 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY
 BJ3306'1078, 0.9 METERS (3 FT) SOUTHWEST OF A BOARD FENCE.
 BJ3306'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BJ3306'THE MARK IS ABOVE LEVEL WITH LA 1078.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3285 ***********************************************************************
 BJ3285  DESIGNATION -  52 H 047 LADH
 BJ3285  PID         -  BJ3285
 BJ3285  STATE/COUNTY-  LA/ST TAMMANY
 BJ3285  USGS QUAD   -  MARTINVILLE (1983)
 BJ3285
 BJ3285                         *CURRENT SURVEY CONTROL
 BJ3285  ___________________________________________________________________
 BJ3285* NAD 83(1992)-  30 34 03.80643(N)    090 09 22.20600(W)     ADJUSTED  
 BJ3285* NAVD 88     -        29.508  (meters)      96.81   (feet)  ADJUSTED  
 BJ3285  ___________________________________________________________________
 BJ3285  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BJ3285  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3285  DYNAMIC HT  -          29.470 (meters)      96.69  (feet)  COMP
 BJ3285  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BJ3285
 BJ3285  HORZ ORDER  -  SECOND
 BJ3285  VERT ORDER  -  SECOND    CLASS I
 BJ3285
 BJ3285.The horizontal coordinates were established by classical geodetic methods
 BJ3285.and adjusted by the National Geodetic Survey in January 1993..
 BJ3285
 BJ3285.The orthometric height was determined by differential leveling
 BJ3285.and adjusted by the National Geodetic Survey in February 1994..
 BJ3285
 BJ3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3285
 BJ3285.The geoid height was determined by GEOID03.
 BJ3285
 BJ3285.The dynamic height is computed by dividing the NAVD 88
 BJ3285.geopotential number by the normal gravity value computed on the
 BJ3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3285.degrees latitude (g = 980.6199 gals.).
 BJ3285
 BJ3285.The modeled gravity was interpolated from observed gravity values.
 BJ3285
 BJ3285;                    North         East     Units Scale Factor Converg.
 BJ3285;SPC LA S     -   229,779.114 1,112,923.347   MT  0.99997454   +0 35 19.0
 BJ3285;SPC LA S     -   753,866.98  3,651,316.01   sFT  0.99997454   +0 35 19.0
 BJ3285;UTM  15      - 3,385,140.759   772,760.797   MT  1.00051790   +1 26 49.7
 BJ3285
 BJ3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3285!SPC LA S     -   0.99999963  x   0.99997454  =   0.99997417
 BJ3285!UTM  15      -   0.99999963  x   1.00051790  =   1.00051753
 BJ3285
 BJ3285                          SUPERSEDED SURVEY CONTROL
 BJ3285
 BJ3285  NAD 83(1986)-  30 34 03.82030(N)    090 09 22.20295(W) AD(       ) 2
 BJ3285  NGVD 29 (09/03/91)   29.51   (m)           96.8    (f) LEVELING    3  
 BJ3285
 BJ3285.Superseded values are not recommended for survey control.
 BJ3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3285.See file dsdata.txt to determine how the superseded data were derived.
 BJ3285
 BJ3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7276185141(NAD 83)
 BJ3285_MARKER: DE = TRAVERSE STATION DISK
 BJ3285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3285_SP_SET: CONCRETE POST
 BJ3285_STAMPING: 52H047 1979
 BJ3285_MARK LOGO: LADH  
 BJ3285_PROJECTION: FLUSH
 BJ3285_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3285+STABILITY: SURFACE MOTION
 BJ3285
 BJ3285  HISTORY     - Date     Condition        Report By
 BJ3285  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3285  HISTORY     - 1982     GOOD             LADTD
 BJ3285
 BJ3285                          STATION DESCRIPTION
 BJ3285
 BJ3285'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3285'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 36, T6S,
 BJ3285'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3285'DEVELOPMENT.
 BJ3285'
 BJ3285'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3285'40 IN FOLSOM, GO SOUTH ON STATE HIGHWAY 25 FOR 7.2 KM (4.5 MILES) TO
 BJ3285'THE STATION ON THE LEFT.
 BJ3285'
 BJ3285'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3285'LADTD) DISK STAMPED---52H047 1979--- SET INTO THE TOP OF A ROUND
 BJ3285'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 8.2
 BJ3285'METERS NE FROM THE CENTER OF HIGHWAY 25, 7.6 METERS S FROM THE NORTH
 BJ3285'END OF A CONCRETE CULVERT UNDER A SIDE DRIVE, 3.7 METERS S FROM THE
 BJ3285'CENTER OF THE SIDE DRIVE, 1.8 METERS W FROM THE SOUTH END OF A
 BJ3285'CONCRETE CULVERT UNDER A SIDE DRIVE, AND 0.6 METERS NW FROM A METAL
 BJ3285'WITNESS POST AND SIGN.
 BJ3285'
 BJ3285'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3285'(NOW LADTD) DISK STAMPED---52H047 1979--- SET INTO AN IRREGULAR MASS
 BJ3285'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3285
 BJ3285                          STATION RECOVERY (1982)
 BJ3285
 BJ3285'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3285'7.2 KM (4.5 MI) SE FROM FOLSOM.
 BJ3285'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO SOUTH ALONG
 BJ3285'STATE HIGHWAY 25 FOR 7.2 KM (4.5 MI) TO THE STATION ON THE LEFT,
 BJ3285'8.2 METERS (27 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY 25,
 BJ3285'7.6 METERS (25 FT) SOUTH OF THE NORTH END OF A CONCRETE CULVERT UNDER
 BJ3285'A DRIVE TO THE WOODS, 3.7 METERS (12 FT) SOUTH OF THE CENTER OF THE
 BJ3285'DRIVE, 1.8 METERS (6 FT) WEST OF THE SOUTH END OF THE CULVERT.
 BJ3285'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BJ3285'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3286 ***********************************************************************
 BJ3286  DESIGNATION -  52 H 048 LADH
 BJ3286  PID         -  BJ3286
 BJ3286  STATE/COUNTY-  LA/ST TAMMANY
 BJ3286  USGS QUAD   -  MARTINVILLE (1983)
 BJ3286
 BJ3286                         *CURRENT SURVEY CONTROL
 BJ3286  ___________________________________________________________________
 BJ3286* NAD 83(1992)-  30 34 43.45688(N)    090 09 51.39411(W)     ADJUSTED  
 BJ3286* NAVD 88     -        34.984  (meters)     114.78   (feet)  ADJUSTED  
 BJ3286  ___________________________________________________________________
 BJ3286  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BJ3286  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3286  DYNAMIC HT  -          34.939 (meters)     114.63  (feet)  COMP
 BJ3286  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BJ3286
 BJ3286  HORZ ORDER  -  SECOND
 BJ3286  VERT ORDER  -  SECOND    CLASS I
 BJ3286
 BJ3286.The horizontal coordinates were established by classical geodetic methods
 BJ3286.and adjusted by the National Geodetic Survey in January 1993..
 BJ3286
 BJ3286.The orthometric height was determined by differential leveling
 BJ3286.and adjusted by the National Geodetic Survey in February 1994..
 BJ3286
 BJ3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3286
 BJ3286.The geoid height was determined by GEOID03.
 BJ3286
 BJ3286.The dynamic height is computed by dividing the NAVD 88
 BJ3286.geopotential number by the normal gravity value computed on the
 BJ3286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3286.degrees latitude (g = 980.6199 gals.).
 BJ3286
 BJ3286.The modeled gravity was interpolated from observed gravity values.
 BJ3286
 BJ3286;                    North         East     Units Scale Factor Converg.
 BJ3286;SPC LA S     -   230,992.095 1,112,133.150   MT  0.99997645   +0 35 04.4
 BJ3286;SPC LA S     -   757,846.57  3,648,723.51   sFT  0.99997645   +0 35 04.4
 BJ3286;UTM  15      - 3,386,342.409   771,952.072   MT  1.00051247   +1 26 36.5
 BJ3286
 BJ3286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3286!SPC LA S     -   0.99999877  x   0.99997645  =   0.99997522
 BJ3286!UTM  15      -   0.99999877  x   1.00051247  =   1.00051124
 BJ3286
 BJ3286|---------------------------------------------------------------------|
 BJ3286| PID    Reference Object                     Distance      Geod. Az  |
 BJ3286|                                                           dddmmss.s |
 BJ3286| BJ1270 A 1230 LAGS RESET 1959                             05206     |
 BJ3286|---------------------------------------------------------------------|
 BJ3286
 BJ3286                          SUPERSEDED SURVEY CONTROL
 BJ3286
 BJ3286  NAD 83(1986)-  30 34 43.47070(N)    090 09 51.39112(W) AD(       ) 2
 BJ3286  NGVD 29 (09/03/91)   34.98   (m)          114.8    (f) LEVELING    3  
 BJ3286
 BJ3286.Superseded values are not recommended for survey control.
 BJ3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3286.See file dsdata.txt to determine how the superseded data were derived.
 BJ3286
 BJ3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7195286342(NAD 83)
 BJ3286_MARKER: DE = TRAVERSE STATION DISK
 BJ3286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3286_SP_SET: CONCRETE POST
 BJ3286_STAMPING: 52H048 1979
 BJ3286_MARK LOGO: LADH  
 BJ3286_PROJECTION: FLUSH
 BJ3286_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3286+STABILITY: SURFACE MOTION
 BJ3286
 BJ3286  HISTORY     - Date     Condition        Report By
 BJ3286  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3286  HISTORY     - 1982     GOOD             LADTD
 BJ3286
 BJ3286                          STATION DESCRIPTION
 BJ3286
 BJ3286'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3286'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 26, T5S,
 BJ3286'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3286'DEVELOPMENT.
 BJ3286'
 BJ3286'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3286'40 IN FOLSOM GO SOUTH ON HIGHWAY 25 FOR 6.1 KM (3.8 MILES) TO THE
 BJ3286'STATION ON THE RIGHT NEAR A DRIVE TO A BRICK HOUSE.
 BJ3286'
 BJ3286'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3286'LADTD) DISK STAMPED---52H048 1979--- SET INTO THE TOP OF A ROUND
 BJ3286'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 9.3
 BJ3286'METERS SW FROM THE CENTER OF HIGHWAY 25., 7.0 METERS NW FROM A BRICK
 BJ3286'COLUMN SOUTH OF THE DRIVE., 3.8 METERS WNW FROM THE CENTER OF THE
 BJ3286'DRIVE., 3.5 METERS NNE FROM A BRICK COLUMN NORTH OF THE DRIVE., AND
 BJ3286'3.0 METERS NNE FROM A METAL WITNESS POST AND SIGN.
 BJ3286'
 BJ3286'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3286'(NOW LADTD) DISK STAMPED---52H048 1979--- SET INTO AN IRREGULAR MASS
 BJ3286'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3286'
 BJ3286'REFERENCE MARK NO. 1 IS A STANDARD LGS DISK STAMPED---A
 BJ3286'1230 RESET 1959--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT   30
 BJ3286'CM IN DIAMETER PROJECTING  15 CM ABOVE THE GROUND LOCATED 23.2 METERS
 BJ3286'WNW FROM THE CENTER OF A GRAVELED DRIVEWAY, 12.3 METERS NNE FROM THE
 BJ3286'CENTER OF HIGHWAY 25, AND 0.3 METERS SW FROM THE RIGHT-OF-WAY FENCE.
 BJ3286
 BJ3286                          STATION RECOVERY (1982)
 BJ3286
 BJ3286'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3286'6.1 KM (3.8 MI) SE FROM FOLSOM.
 BJ3286'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO SOUTH ALONG
 BJ3286'STATE HIGHWAY 25 FOR 6.1 KM (3.8 MI) TO THE STATION ON THE RIGHT ON
 BJ3286'THE EDGE OF A DRIVEWAY INTO A BRICK HOUSE, 21.3 METERS (70 FT)
 BJ3286'SOUTH-SOUTHWEST OF B.M. NO. A 1230 RESET 1959, 9.3 METERS (30.5 FT)
 BJ3286'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 25, 7 METERS (23 FT)
 BJ3286'NORTHWEST OF A BRICK COLUMN ON THE SOUTH SIDE OF THE DRIVE, 3.8 METERS
 BJ3286'(12.5 FT) WEST-NORTHWEST OF THE CENTER OF THE DRIVE, 3.5 METERS
 BJ3286'(11.5 FT) NORTH-NORTHEAST OF A BRICK COLUMN ON THE NORTH SIDE OF THE
 BJ3286'DRIVE
 BJ3286'THE MARK IS 3.05 METERS  N FROM A WITNESS POST.
 BJ3286'THE MARK IS 0.15 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3287 ***********************************************************************
 BJ3287  DESIGNATION -  52 H 049 LADH
 BJ3287  PID         -  BJ3287
 BJ3287  STATE/COUNTY-  LA/ST TAMMANY
 BJ3287  USGS QUAD   -  MARTINVILLE (1983)
 BJ3287
 BJ3287                         *CURRENT SURVEY CONTROL
 BJ3287  ___________________________________________________________________
 BJ3287* NAD 83(1992)-  30 35 12.68236(N)    090 10 11.50721(W)     ADJUSTED  
 BJ3287* NAVD 88     -        35.327  (meters)     115.90   (feet)  ADJUSTED  
 BJ3287  ___________________________________________________________________
 BJ3287  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BJ3287  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3287  DYNAMIC HT  -          35.281 (meters)     115.75  (feet)  COMP
 BJ3287  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 BJ3287
 BJ3287  HORZ ORDER  -  SECOND
 BJ3287  VERT ORDER  -  SECOND    CLASS I
 BJ3287
 BJ3287.The horizontal coordinates were established by classical geodetic methods
 BJ3287.and adjusted by the National Geodetic Survey in January 1993..
 BJ3287
 BJ3287.The orthometric height was determined by differential leveling
 BJ3287.and adjusted by the National Geodetic Survey in February 1994..
 BJ3287
 BJ3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3287
 BJ3287.The geoid height was determined by GEOID03.
 BJ3287
 BJ3287.The dynamic height is computed by dividing the NAVD 88
 BJ3287.geopotential number by the normal gravity value computed on the
 BJ3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3287.degrees latitude (g = 980.6199 gals.).
 BJ3287
 BJ3287.The modeled gravity was interpolated from observed gravity values.
 BJ3287
 BJ3287;                    North         East     Units Scale Factor Converg.
 BJ3287;SPC LA S     -   231,886.576 1,111,588.141   MT  0.99997789   +0 34 54.3
 BJ3287;SPC LA S     -   760,781.21  3,646,935.43   sFT  0.99997789   +0 34 54.3
 BJ3287;UTM  15      - 3,387,229.090   771,393.417   MT  1.00050872   +1 26 27.5
 BJ3287
 BJ3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3287!SPC LA S     -   0.99999872  x   0.99997789  =   0.99997661
 BJ3287!UTM  15      -   0.99999872  x   1.00050872  =   1.00050744
 BJ3287
 BJ3287                          SUPERSEDED SURVEY CONTROL
 BJ3287
 BJ3287  NAD 83(1986)-  30 35 12.69612(N)    090 10 11.50431(W) AD(       ) 2
 BJ3287  NGVD 29 (09/03/91)   35.33   (m)          115.9    (f) LEVELING    3  
 BJ3287
 BJ3287.Superseded values are not recommended for survey control.
 BJ3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3287.See file dsdata.txt to determine how the superseded data were derived.
 BJ3287
 BJ3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7139387229(NAD 83)
 BJ3287_MARKER: DE = TRAVERSE STATION DISK
 BJ3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3287_SP_SET: CONCRETE POST
 BJ3287_STAMPING: 52H049 1979
 BJ3287_MARK LOGO: LADH  
 BJ3287_PROJECTION: FLUSH
 BJ3287_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3287+STABILITY: SURFACE MOTION
 BJ3287
 BJ3287  HISTORY     - Date     Condition        Report By
 BJ3287  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3287  HISTORY     - 1982     GOOD             LADTD
 BJ3287
 BJ3287                          STATION DESCRIPTION
 BJ3287
 BJ3287'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3287'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 26, T5S,
 BJ3287'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3287'DEVELOPMENT.
 BJ3287'
 BJ3287'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3287'40 IN FOLSOM GO SOUTH ON HIGHWAY 25 FOR 4.8 KM (3 MILES) TO THE
 BJ3287'STATION ON THE LEFT JUST NORTH OF THE GRAVEL DRIVE TO THE H AND H
 BJ3287'THOROGHBRED RANCH.
 BJ3287'
 BJ3287'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3287'LADTD) DISK STAMPED---52H049 1979--- SET INTO THE TOP OF A ROUND
 BJ3287'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3287'17.1 METERS SSE FROM A RIGHT-OF-WAY MARKER., 9.4 METERS WNW FROM A
 BJ3287'CABLE-FENCE CORNER., 9.3 METERS ENE FROM THE CENTER OF HIGHWAY 25.,
 BJ3287'4.0 METERS NW FROM THE CENTER OF THE GRAVEL DRIVE., AND 0.6 METERS NW
 BJ3287'FROM A METAL WITNESS POST AND SIGN.
 BJ3287'
 BJ3287'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3287'(NOW LADTD) DISK STAMPED---52H049 1979--- SET INTO AN IRREGULAR MASS
 BJ3287'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3287
 BJ3287                          STATION RECOVERY (1982)
 BJ3287
 BJ3287'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3287'4.8 KM (3 MI) SE FROM FOLSOM.
 BJ3287'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO SOUTH ALONG
 BJ3287'STATE HIGHWAY 25 FOR 4.8 KM (3 MI) TO THE STATION ON THE LEFT AND
 BJ3287'NORTH OF DRIVE TO H AND H THOROUGHBRED RANCH, 17.1 METERS (56 FT)
 BJ3287'SOUTH-SOUTHEAST OF A RIGHT-OF-WAY MARKER, 9.4 METERS (31 FT)
 BJ3287'WEST-NORTHWEST OF A CABLE FENCE CORNER, 9.3 METERS (30.5 FT)
 BJ3287'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 25, 3.2 METERS (10.5 FT)
 BJ3287'SOUTHWEST OF THE CORNER OF A CABLE FENCE, 4 METERS (13 FT) NORTHWEST
 BJ3287'OF THE CENTER OF A GRAVEL DRIVE.
 BJ3287'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BJ3287'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3288 ***********************************************************************
 BJ3288  DESIGNATION -  52 H 050 LADH
 BJ3288  PID         -  BJ3288
 BJ3288  STATE/COUNTY-  LA/ST TAMMANY
 BJ3288  USGS QUAD   -  MARTINVILLE (1983)
 BJ3288
 BJ3288                         *CURRENT SURVEY CONTROL
 BJ3288  ___________________________________________________________________
 BJ3288* NAD 83(1992)-  30 36 10.32820(N)    090 10 50.33968(W)     ADJUSTED  
 BJ3288* NAVD 88     -        39.895  (meters)     130.89   (feet)  ADJUSTED  
 BJ3288  ___________________________________________________________________
 BJ3288  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BJ3288  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3288  DYNAMIC HT  -          39.844 (meters)     130.72  (feet)  COMP
 BJ3288  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ3288
 BJ3288  HORZ ORDER  -  SECOND
 BJ3288  VERT ORDER  -  SECOND    CLASS I
 BJ3288
 BJ3288.The horizontal coordinates were established by classical geodetic methods
 BJ3288.and adjusted by the National Geodetic Survey in January 1993..
 BJ3288
 BJ3288.The orthometric height was determined by differential leveling
 BJ3288.and adjusted by the National Geodetic Survey in February 1994..
 BJ3288
 BJ3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3288
 BJ3288.The geoid height was determined by GEOID03.
 BJ3288
 BJ3288.The dynamic height is computed by dividing the NAVD 88
 BJ3288.geopotential number by the normal gravity value computed on the
 BJ3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3288.degrees latitude (g = 980.6199 gals.).
 BJ3288
 BJ3288.The modeled gravity was interpolated from observed gravity values.
 BJ3288
 BJ3288;                    North         East     Units Scale Factor Converg.
 BJ3288;SPC LA S     -   233,651.206 1,110,535.761   MT  0.99998078   +0 34 34.9
 BJ3288;SPC LA S     -   766,570.67  3,643,482.74   sFT  0.99998078   +0 34 34.9
 BJ3288;UTM  15      - 3,388,978.655   770,314.116   MT  1.00050150   +1 26 10.2
 BJ3288
 BJ3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3288!SPC LA S     -   0.99999800  x   0.99998078  =   0.99997878
 BJ3288!UTM  15      -   0.99999800  x   1.00050150  =   1.00049950
 BJ3288
 BJ3288:                Primary Azimuth Mark                     Grid Az
 BJ3288:SPC LA S     -  A 1232 LAGS RESET 1959                   161 02 16.0
 BJ3288:UTM  15      -  A 1232 LAGS RESET 1959                   160 10 40.7
 BJ3288
 BJ3288|---------------------------------------------------------------------|
 BJ3288| PID    Reference Object                     Distance      Geod. Az  |
 BJ3288|                                                           dddmmss.s |
 BJ3288| BJ1267 A 1232 LAGS RESET 1959              403.474 METERS 1613650.9 |
 BJ3288| BJ1265 A 1233 RESET                         81.145 METERS 33043     |
 BJ3288|---------------------------------------------------------------------|
 BJ3288
 BJ3288                          SUPERSEDED SURVEY CONTROL
 BJ3288
 BJ3288  NAD 83(1992)-  30 36 10.34182(N)    090 10 50.33703(W) AD(       ) 2
 BJ3288  NGVD 29 (09/03/91)   39.90   (m)          130.9    (f) LEVELING    3  
 BJ3288
 BJ3288.Superseded values are not recommended for survey control.
 BJ3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3288.See file dsdata.txt to determine how the superseded data were derived.
 BJ3288
 BJ3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7031488979(NAD 83)
 BJ3288_MARKER: DE = TRAVERSE STATION DISK
 BJ3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3288_SP_SET: CONCRETE POST
 BJ3288_STAMPING: 52H050 1979
 BJ3288_MARK LOGO: LADH  
 BJ3288_PROJECTION: FLUSH
 BJ3288_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3288+STABILITY: SURFACE MOTION
 BJ3288
 BJ3288  HISTORY     - Date     Condition        Report By
 BJ3288  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3288  HISTORY     - 1982     GOOD             LADTD
 BJ3288  HISTORY     - 20060424 MARK NOT FOUND   NGS
 BJ3288
 BJ3288                          STATION DESCRIPTION
 BJ3288
 BJ3288'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3288'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 23, T5S,
 BJ3288'R10E.  OWNERSHIP--  THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3288'DEVELOPMENT.
 BJ3288'
 BJ3288'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 40 AND
 BJ3288'25 IN FOLSOM GO SOUTH ON HIGHWAY 25 FOR 3.2 KM (2 MILES) TO THE
 BJ3288'STATION ON THE LEFT NEAR A GRAVEL DRIVE.
 BJ3288'
 BJ3288'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3288'LADTD) DISK STAMPED---52H050 1979--- SET INTO THE TOP OF A ROUND
 BJ3288'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 8.5
 BJ3288'METERS E FROM THE CENTER OF HIGHWAY 25, 5.8 METERS SW FROM THE CENTER
 BJ3288'OF A METAL GATE, 3.7 METERS S FROM THE CENTER OF THE GRAVEL DRIVE,
 BJ3288'1.8 METERS NW FROM THE SOUTH END OF A CEMENT CULVERT UNDER THE DRIVE,
 BJ3288'AND 0.6 METERS N FROM A METAL WITNESS POST AND SIGN.
 BJ3288'
 BJ3288'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3288'(NOW LADTD) DISK STAMPED---52H050 1979--- SET INTO AN IRREGULAR MASS
 BJ3288'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3288'
 BJ3288'REFERENCE MARK NO. 1 IS A STANDARD LGS DISK STAMPED---A
 BJ3288'1233 RESET 1959--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT   30
 BJ3288'CM IN DIAMETER PROJECTING  15 CM ABOVE THE GROUND LOCATED 11.9 METERS
 BJ3288'W FROM THE CENTERLINE OF THE HIGHWAY 25, 9.8 METERS E FROM THE
 BJ3288'SOUTHEAST CORNER OF AN UNPAINTED HOUSE, 1.5 METERS E FROM A FENCE,
 BJ3288'0.5 METERS N FROM THE PROTECTED PLANE OF THE SOUTH WALL OF A HOUSE,
 BJ3288'AND 0.3 METERS W FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3288
 BJ3288                          STATION RECOVERY (1982)
 BJ3288
 BJ3288'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3288'3.2 KM (2 MI) SE FROM FOLSOM.
 BJ3288'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO SOUTH ALONG
 BJ3288'STATE HIGHWAY 25 FOR 3.2 KM (2 MI) TO THE STATION ON THE LEFT IN
 BJ3288'SHOULDER OF ROAD, 8.5 METERS (28 FT) EAST OF THE CENTER OF STATE
 BJ3288'HIGHWAY 25, 5.8 METERS (19 FT) SOUTHWEST OF THE CENTER OF A METAL
 BJ3288'GATE, 3.7 METERS (12 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVE,
 BJ3288'1.8 METERS (6 FT) NORTHWEST OF THE SOUTH END OF A CEMENT CULVERT.
 BJ3288'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3288'THE MARK IS 0.15 M BELOW LA 25.
 BJ3288
 BJ3288                          STATION RECOVERY (2006)
 BJ3288
 BJ3288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ3288'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3289 ***********************************************************************
 BJ3289  DESIGNATION -  52 H 051 LADH
 BJ3289  PID         -  BJ3289
 BJ3289  STATE/COUNTY-  LA/ST TAMMANY
 BJ3289  USGS QUAD   -  MARTINVILLE (1983)
 BJ3289
 BJ3289                         *CURRENT SURVEY CONTROL
 BJ3289  ___________________________________________________________________
 BJ3289* NAD 83(1992)-  30 37 03.03854(N)    090 11 06.50273(W)     ADJUSTED  
 BJ3289* NAVD 88     -        35.970  (meters)     118.01   (feet)  ADJUSTED  
 BJ3289  ___________________________________________________________________
 BJ3289  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BJ3289  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3289  DYNAMIC HT  -          35.923 (meters)     117.86  (feet)  COMP
 BJ3289  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 BJ3289
 BJ3289  HORZ ORDER  -  SECOND
 BJ3289  VERT ORDER  -  SECOND    CLASS I
 BJ3289
 BJ3289.The horizontal coordinates were established by classical geodetic methods
 BJ3289.and adjusted by the National Geodetic Survey in January 1993..
 BJ3289
 BJ3289.The orthometric height was determined by differential leveling
 BJ3289.and adjusted by the National Geodetic Survey in February 1994..
 BJ3289
 BJ3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3289
 BJ3289.The geoid height was determined by GEOID03.
 BJ3289
 BJ3289.The dynamic height is computed by dividing the NAVD 88
 BJ3289.geopotential number by the normal gravity value computed on the
 BJ3289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3289.degrees latitude (g = 980.6199 gals.).
 BJ3289
 BJ3289.The modeled gravity was interpolated from observed gravity values.
 BJ3289
 BJ3289;                    North         East     Units Scale Factor Converg.
 BJ3289;SPC LA S     -   235,269.999 1,110,088.971   MT  0.99998349   +0 34 26.8
 BJ3289;SPC LA S     -   771,881.66  3,642,016.90   sFT  0.99998349   +0 34 26.8
 BJ3289;UTM  15      - 3,390,591.394   769,842.833   MT  1.00049836   +1 26 04.2
 BJ3289
 BJ3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3289!SPC LA S     -   0.99999862  x   0.99998349  =   0.99998211
 BJ3289!UTM  15      -   0.99999862  x   1.00049836  =   1.00049698
 BJ3289
 BJ3289                          SUPERSEDED SURVEY CONTROL
 BJ3289
 BJ3289  NAD 83(1986)-  30 37 03.05207(N)    090 11 06.50031(W) AD(       ) 2
 BJ3289  NGVD 29 (09/03/91)   35.97   (m)          118.0    (f) LEVELING    3  
 BJ3289
 BJ3289.Superseded values are not recommended for survey control.
 BJ3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3289.See file dsdata.txt to determine how the superseded data were derived.
 BJ3289
 BJ3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6984390591(NAD 83)
 BJ3289_MARKER: DE = TRAVERSE STATION DISK
 BJ3289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3289_SP_SET: CONCRETE POST
 BJ3289_STAMPING: 52H051 1979
 BJ3289_MARK LOGO: LADH  
 BJ3289_PROJECTION: FLUSH
 BJ3289_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3289+STABILITY: SURFACE MOTION
 BJ3289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3289+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 BJ3289
 BJ3289  HISTORY     - Date     Condition        Report By
 BJ3289  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3289  HISTORY     - 1982     GOOD             LADTD
 BJ3289  HISTORY     - 20060425 GOOD             NGS
 BJ3289
 BJ3289                          STATION DESCRIPTION
 BJ3289
 BJ3289'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3289'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 15, T5S,
 BJ3289'R10E, OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3289'DEVELOPMENT.
 BJ3289'
 BJ3289'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25.AND
 BJ3289'40 IN FOLSOM, DRIVE SOUTH ALONG STATE HIGHWAY 25 FOR 1.2 KM (.75
 BJ3289'MILE) TO THE STATION ON THE RIGHT.
 BJ3289'
 BJ3289'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3289'LADTD) DISK STAMPED---52H051 1979--- SET INTO THE TOP OF A ROUND
 BJ3289'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3289'17.4 METERS   W FROM THE CENTER OF STATE HIGHWAY 25, 13.7 METERS  SW
 BJ3289'FROM THE NORTH END OF A METAL CULVERT, 6.6 METERS   S FROM THE CENTER
 BJ3289'OF ROBERTS ROAD, 1.2 METERS   E FROM A FENCE, AND  .6 METERS   S FROM
 BJ3289'A METAL WITNESS POST AND SIGN.
 BJ3289'
 BJ3289'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3289'(NOW LADTD) DISK STAMPED---52H051 1979--- SET INTO AN IRREGULAR MASS
 BJ3289'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3289
 BJ3289                          STATION RECOVERY (1982)
 BJ3289
 BJ3289'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3289'1.3 KM (0.8 MI) SOUTH FROM FOLSOM.
 BJ3289'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO SOUTH ALONG
 BJ3289'STATE HIGHWAY 25 FOR 1.3 KM (0.8 MI) TO THE STATION ON THE RIGHT,
 BJ3289'17.4 METERS (57 FT) WEST OF THE CENTER OF STATE HIGHWAY 25, 13.7
 BJ3289'METERS (45 FT) SOUTHWEST OF THE NORTH END OF METAL CULVERT, 6.6 METERS
 BJ3289'(21.5 FT) SOUTH OF THE CENTER OF ROBERTS ROAD, 2.1 METERS (7 FT)
 BJ3289'SOUTHEAST OF THE CORNER OF FENCE, 1.2 METERS (4 FT) EAST OF A FENCE.
 BJ3289'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3289'THE MARK IS 0.46 M ABOVE LA 25.
 BJ3289
 BJ3289                          STATION RECOVERY (2006)
 BJ3289
 BJ3289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ3289'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3290 ***********************************************************************
 BJ3290  DESIGNATION -  52 H 052 LADH
 BJ3290  PID         -  BJ3290
 BJ3290  STATE/COUNTY-  LA/ST TAMMANY
 BJ3290  USGS QUAD   -  MARTINVILLE (1983)
 BJ3290
 BJ3290                         *CURRENT SURVEY CONTROL
 BJ3290  ___________________________________________________________________
 BJ3290* NAD 83(1992)-  30 37 28.87372(N)    090 11 09.51212(W)     ADJUSTED  
 BJ3290* NAVD 88     -        44.339  (meters)     145.47   (feet)  ADJUSTED  
 BJ3290  ___________________________________________________________________
 BJ3290  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BJ3290  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3290  DYNAMIC HT  -          44.281 (meters)     145.28  (feet)  COMP
 BJ3290  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ3290
 BJ3290  HORZ ORDER  -  SECOND
 BJ3290  VERT ORDER  -  SECOND    CLASS I
 BJ3290
 BJ3290.The horizontal coordinates were established by classical geodetic methods
 BJ3290.and adjusted by the National Geodetic Survey in January 1993..
 BJ3290
 BJ3290.The orthometric height was determined by differential leveling
 BJ3290.and adjusted by the National Geodetic Survey in February 1994..
 BJ3290
 BJ3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3290
 BJ3290.The geoid height was determined by GEOID03.
 BJ3290
 BJ3290.The dynamic height is computed by dividing the NAVD 88
 BJ3290.geopotential number by the normal gravity value computed on the
 BJ3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3290.degrees latitude (g = 980.6199 gals.).
 BJ3290
 BJ3290.The modeled gravity was interpolated from observed gravity values.
 BJ3290
 BJ3290;                    North         East     Units Scale Factor Converg.
 BJ3290;SPC LA S     -   236,064.745 1,110,000.857   MT  0.99998485   +0 34 25.3
 BJ3290;SPC LA S     -   774,489.08  3,641,727.81   sFT  0.99998485   +0 34 25.3
 BJ3290;UTM  15      - 3,391,385.134   769,742.742   MT  1.00049769   +1 26 03.7
 BJ3290
 BJ3290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3290!SPC LA S     -   0.99999731  x   0.99998485  =   0.99998216
 BJ3290!UTM  15      -   0.99999731  x   1.00049769  =   1.00049500
 BJ3290
 BJ3290|---------------------------------------------------------------------|
 BJ3290| PID    Reference Object                     Distance      Geod. Az  |
 BJ3290|                                                           dddmmss.s |
 BJ3290| BJ1262 A 1236 LAGS RESET 1961               41.543 METERS 00041     |
 BJ3290| BJ3291 52 H 053 LADH                       396.626 METERS 34636     |
 BJ3290|---------------------------------------------------------------------|
 BJ3290
 BJ3290                          SUPERSEDED SURVEY CONTROL
 BJ3290
 BJ3290  NAD 83(1986)-  30 37 28.88724(N)    090 11 09.50981(W) AD(       ) 2
 BJ3290  NGVD 29 (09/03/91)   44.34   (m)          145.5    (f) LEVELING    3  
 BJ3290
 BJ3290.Superseded values are not recommended for survey control.
 BJ3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3290.See file dsdata.txt to determine how the superseded data were derived.
 BJ3290
 BJ3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6974391385(NAD 83)
 BJ3290_MARKER: DE = TRAVERSE STATION DISK
 BJ3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3290_SP_SET: CONCRETE POST
 BJ3290_STAMPING: 52H052 1979
 BJ3290_MARK LOGO: LADH  
 BJ3290_PROJECTION: FLUSH
 BJ3290_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3290+STABILITY: SURFACE MOTION
 BJ3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3290+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 BJ3290
 BJ3290  HISTORY     - Date     Condition        Report By
 BJ3290  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3290  HISTORY     - 1982     GOOD             LADTD
 BJ3290  HISTORY     - 20060425 GOOD             NGS
 BJ3290
 BJ3290                          STATION DESCRIPTION
 BJ3290
 BJ3290'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3290'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 22, T5S,
 BJ3290'R10E, OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3290'DEVELOPMENT.
 BJ3290'
 BJ3290'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3290'40 IN FOLSOM, DRIVE SOUTH ALONG STATE HIGHWAY 25 FOR .8 KM (0.5 MILE)
 BJ3290'TO THE STATION ON THE LEFT AND SOUTH OF THE SOUTH DRIVE TO THE FOLSOM
 BJ3290'ELEMENTARY SCHOOL.
 BJ3290'
 BJ3290'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3290'LADTD) DISK STAMPED---52H052 1979--- SET INTO THE TOP OF A ROUND
 BJ3290'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3290'15.8 METERS   E FROM THE CENTER OF STATE HIGHWAY 25, 9.3 METERS   S
 BJ3290'FROM THE CENTER OF THE SOUTH DRIVE INTO FOLSOM SCHOOL, 9.3 METERS   W
 BJ3290'FROM A CHAINLINK FENCE, 5.0 METERS  SE FROM THE SOUTH END OF A CEMENT
 BJ3290'CULVERT UNDER DRIVE, AND  .6 METERS   N FROM A METAL WITNESS POST AND
 BJ3290'SIGN.
 BJ3290'
 BJ3290'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3290'(NOW LADTD) DISK STAMPED---52H052 1979--- SET INTO AN IRREGULAR MASS
 BJ3290'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3290'
 BJ3290'REFERENCE MARK NO. 1 IS A STANDARD LGS DISK STAMPED---A
 BJ3290'1236 RESET 19 61--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 BJ3290'CM IN DIAMETER PROJECTING  10 CM ABOVE THE GROUND LOCATED 32 METERS W
 BJ3290'FROM THE SOUTH EDGE OF LOWER STEP WEST ENTRANCE OF SCHOOL, 12.6
 BJ3290'METERS SW FROM THE FLAG POLE, 0.3 METERS E FROM THE SIDEWALK IN FRONT
 BJ3290'OF THE SCHOOL, 0.3 METERS W FROM A WOVEN WIRE FENCE, AND 0.3 METERS S
 BJ3290'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3290
 BJ3290                          STATION RECOVERY (1982)
 BJ3290
 BJ3290'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3290'0.6 KM (0.4 MI) SOUTH FROM FOLSOM.
 BJ3290'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO SOUTH ALONG
 BJ3290'STATE HIGHWAY 25 FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT AND
 BJ3290'SOUTH OF THE SOUTH DRIVE TO THE FOLSOM ELEMENTRY SCHOOL, 15.8 METERS
 BJ3290'(52 FT) EAST OF THE CENTER OF STATE HIGHWAY 25, 9.3 METERS (30.5 FT)
 BJ3290'SOUTH OF THE CENTER OF THE SOUTH DRIVE TO SCHOOL, 9.3 METERS (30.5 FT)
 BJ3290'WEST OF A CHAIN LINK FENCE, 5 METERS (16.5 FT) SOUTHEAST OF THE SOUTH
 BJ3290'END OF A CEMENT CULVERT UNDER DRIVE.
 BJ3290'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3290'THE MARK IS 0.46 M BELOW LA 25.
 BJ3290
 BJ3290                          STATION RECOVERY (2006)
 BJ3290
 BJ3290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ3290'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3291 ***********************************************************************
 BJ3291  DESIGNATION -  52 H 053 LADH
 BJ3291  PID         -  BJ3291
 BJ3291  STATE/COUNTY-  LA/ST TAMMANY
 BJ3291  USGS QUAD   -  FOLSOM (1983)
 BJ3291
 BJ3291                         *CURRENT SURVEY CONTROL
 BJ3291  ___________________________________________________________________
 BJ3291* NAD 83(1992)-  30 37 41.40233(N)    090 11 12.96444(W)     ADJUSTED  
 BJ3291* NAVD 88     -        47.143  (meters)     154.67   (feet)  ADJUSTED  
 BJ3291  ___________________________________________________________________
 BJ3291  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BJ3291  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3291  DYNAMIC HT  -          47.082 (meters)     154.47  (feet)  COMP
 BJ3291  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ3291
 BJ3291  HORZ ORDER  -  SECOND
 BJ3291  VERT ORDER  -  SECOND    CLASS I
 BJ3291
 BJ3291.The horizontal coordinates were established by classical geodetic methods
 BJ3291.and adjusted by the National Geodetic Survey in January 1993..
 BJ3291
 BJ3291.The orthometric height was determined by differential leveling
 BJ3291.and adjusted by the National Geodetic Survey in February 1994..
 BJ3291
 BJ3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3291
 BJ3291.The geoid height was determined by GEOID03.
 BJ3291
 BJ3291.The dynamic height is computed by dividing the NAVD 88
 BJ3291.geopotential number by the normal gravity value computed on the
 BJ3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3291.degrees latitude (g = 980.6199 gals.).
 BJ3291
 BJ3291.The modeled gravity was interpolated from observed gravity values.
 BJ3291
 BJ3291;                    North         East     Units Scale Factor Converg.
 BJ3291;SPC LA S     -   236,449.622 1,109,905.060   MT  0.99998551   +0 34 23.6
 BJ3291;SPC LA S     -   775,751.80  3,641,413.52   sFT  0.99998551   +0 34 23.6
 BJ3291;UTM  15      - 3,391,768.725   769,641.122   MT  1.00049701   +1 26 02.5
 BJ3291
 BJ3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3291!SPC LA S     -   0.99999687  x   0.99998551  =   0.99998238
 BJ3291!UTM  15      -   0.99999687  x   1.00049701  =   1.00049388
 BJ3291
 BJ3291                          SUPERSEDED SURVEY CONTROL
 BJ3291
 BJ3291  NAD 83(1986)-  30 37 41.41582(N)    090 11 12.96217(W) AD(       ) 2
 BJ3291  NGVD 29 (09/03/91)   47.14   (m)          154.7    (f) LEVELING    3  
 BJ3291
 BJ3291.Superseded values are not recommended for survey control.
 BJ3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3291.See file dsdata.txt to determine how the superseded data were derived.
 BJ3291
 BJ3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6964191769(NAD 83)
 BJ3291_MARKER: DE = TRAVERSE STATION DISK
 BJ3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3291_SP_SET: CONCRETE POST
 BJ3291_STAMPING: 52H053 1979
 BJ3291_MARK LOGO: LADH  
 BJ3291_PROJECTION: FLUSH
 BJ3291_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3291+STABILITY: SURFACE MOTION
 BJ3291
 BJ3291  HISTORY     - Date     Condition        Report By
 BJ3291  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3291  HISTORY     - 1982     GOOD             LADTD
 BJ3291
 BJ3291                          STATION DESCRIPTION
 BJ3291
 BJ3291'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3291'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 10, T3S,
 BJ3291'R10E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3291'DEVELOPMENT.
 BJ3291'
 BJ3291'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3291'40 IN FOLSOM, GO SOUTH   ON STATE HIGHWAY 25 FOR APPROXIMATELY .2 KM
 BJ3291'(0.1 MILE) TO THE STATION ON THE LEFT OF THE HIGHWAY.
 BJ3291'
 BJ3291'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3291'LADTD) DISK STAMPED---52H053 1979--- SET INTO THE TOP OF A ROUND
 BJ3291'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 11
 BJ3291'METERS  NE FROM THE CENTER OF STATE HIGHWAY 25, 9.1 METERS SSE FROM
 BJ3291'THE CENTER OF A GRAVEL ROAD, 8.1 METERS SSW FROM A 40-INCH WATER OAK
 BJ3291'TREE, 3.8 METERS   E FROM THE EAST END OF A METAL CULVERT, AND  .6
 BJ3291'METERS NNE FROM A METAL WITNESS POST AND SIGN.
 BJ3291'
 BJ3291'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3291'(NOW LADTD) DISK STAMPED---52H053 1979--- SET INTO AN IRREGULAR MASS
 BJ3291'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3291
 BJ3291                          STATION RECOVERY (1982)
 BJ3291
 BJ3291'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3291'0.2 KM (0.1 MI) SOUTH FROM FOLSOM.
 BJ3291'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO SOUTH ALONG
 BJ3291'STATE HIGHWAY 25 FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT OF
 BJ3291'HIGHWAY, 11 METERS (36 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY
 BJ3291'25, 9.1 METERS (30 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL
 BJ3291'DRIVE, 8.1 METERS (26.5 FT) SOUTH-SOUTHWEST OF A 40-INCH WATER OAK
 BJ3291'TREE, 3.8 METERS (12.5 FT) EAST OF THE EAST END OF A METAL CULVERT
 BJ3291'UNDER STATE HIGHWAY 25, 0.2 METERS (0.5 FT) NORTHEAST OF THE EDGE OF A
 BJ3291'SIDE WALK, 2.1 METERS (7 FT) NORTH OF BENCH MARK A 1237 LAGS RESET
 BJ3291'1959.
 BJ3291'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ3291'THE MARK IS ABOVE LEVEL WITH LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3292 ***********************************************************************
 BJ3292  DESIGNATION -  52 H 054 LADH
 BJ3292  PID         -  BJ3292
 BJ3292  STATE/COUNTY-  LA/ST TAMMANY
 BJ3292  USGS QUAD   -  FOLSOM (1983)
 BJ3292
 BJ3292                         *CURRENT SURVEY CONTROL
 BJ3292  ___________________________________________________________________
 BJ3292* NAD 83(1992)-  30 37 35.63680(N)    090 11 39.39465(W)     ADJUSTED  
 BJ3292* NAVD 88     -        44.337  (meters)     145.46   (feet)  ADJUSTED  
 BJ3292  ___________________________________________________________________
 BJ3292  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BJ3292  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3292  DYNAMIC HT  -          44.280 (meters)     145.28  (feet)  COMP
 BJ3292  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ3292
 BJ3292  HORZ ORDER  -  SECOND
 BJ3292  VERT ORDER  -  SECOND    CLASS I
 BJ3292
 BJ3292.The horizontal coordinates were established by classical geodetic methods
 BJ3292.and adjusted by the National Geodetic Survey in January 1993..
 BJ3292
 BJ3292.The orthometric height was determined by differential leveling
 BJ3292.and adjusted by the National Geodetic Survey in February 1994..
 BJ3292
 BJ3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3292
 BJ3292.The geoid height was determined by GEOID03.
 BJ3292
 BJ3292.The dynamic height is computed by dividing the NAVD 88
 BJ3292.geopotential number by the normal gravity value computed on the
 BJ3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3292.degrees latitude (g = 980.6199 gals.).
 BJ3292
 BJ3292.The modeled gravity was interpolated from observed gravity values.
 BJ3292
 BJ3292;                    North         East     Units Scale Factor Converg.
 BJ3292;SPC LA S     -   236,265.063 1,109,202.998   MT  0.99998520   +0 34 10.4
 BJ3292;SPC LA S     -   775,146.29  3,639,110.17   sFT  0.99998520   +0 34 10.4
 BJ3292;UTM  15      - 3,391,573.541   768,941.556   MT  1.00049236   +1 25 48.8
 BJ3292
 BJ3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3292!SPC LA S     -   0.99999731  x   0.99998520  =   0.99998251
 BJ3292!UTM  15      -   0.99999731  x   1.00049236  =   1.00048967
 BJ3292
 BJ3292                          SUPERSEDED SURVEY CONTROL
 BJ3292
 BJ3292  NAD 83(1986)-  30 37 35.65022(N)    090 11 39.39240(W) AD(       ) 2
 BJ3292  NGVD 29 (09/03/91)   44.34   (m)          145.5    (f) LEVELING    3  
 BJ3292
 BJ3292.Superseded values are not recommended for survey control.
 BJ3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3292.See file dsdata.txt to determine how the superseded data were derived.
 BJ3292
 BJ3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6894291574(NAD 83)
 BJ3292_MARKER: DE = TRAVERSE STATION DISK
 BJ3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3292_SP_SET: CONCRETE POST
 BJ3292_STAMPING: 52H054 1979
 BJ3292_MARK LOGO: LADH  
 BJ3292_PROJECTION: FLUSH
 BJ3292_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3292+STABILITY: SURFACE MOTION
 BJ3292
 BJ3292  HISTORY     - Date     Condition        Report By
 BJ3292  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3292  HISTORY     - 1982     GOOD             LADTD
 BJ3292
 BJ3292                          STATION DESCRIPTION
 BJ3292
 BJ3292'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3292'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, T5S,
 BJ3292'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3292'DEVELOPMENT.
 BJ3292'
 BJ3292'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3292'40 IN FOLSOM, GO WEST  ON HIGHWAY 40 FOR 0.8 KM (0.5 MILE) TO A
 BJ3292'GRAVEL ROAD ON THE RIGHT, THENCE GO WEST ON THE GRAVEL ROAD FOR 0.2
 BJ3292'KM (0.1 MILE) TO THE STATION ON THE RIGHT AT THE INTERSECTION WITH
 BJ3292'ANOTHER GRAVEL ROAD.
 BJ3292'
 BJ3292'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3292'LADTD) DISK STAMPED---52H054 1979--- SET INTO THE TOP OF A ROUND
 BJ3292'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3292'27.4 METERS S FROM A 24 INCH PINE TREE, 19.5 METERS SE FROM A POWER
 BJ3292'POLE, 14.6 METERS E FROM THE CENTER OF A GRAVEL ROAD, 10.1 METERS N
 BJ3292'FROM THE CENTER OF A GRAVEL ROAD, AND 0.6 METERS W FROM A METAL
 BJ3292'WITNESS POST AND SIGN.
 BJ3292'
 BJ3292'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3292'(NOW LADTD) DISK STAMPED---52H054 1979--- SET INTO AN IRREGULAR MASS
 BJ3292'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3292
 BJ3292                          STATION RECOVERY (1982)
 BJ3292
 BJ3292'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3292'1 KM (0.6 MI) EAST FROM FOLSOM.
 BJ3292'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO WEST ALONG
 BJ3292'STATE HIGHWAY FOR 0.8 KM (0.5 MI) TO A GRAVEL ROAD ON THE RIGHT,
 BJ3292'CONTINUE ON THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 BJ3292'RIGHT AT THE INTERSECTION OF ANOTHER GRAVEL ROAD, 27.4 METERS (90 FT)
 BJ3292'SOUTH OF A 24-INCH PINE TREE, 19.5 METERS (64 FT) SOUTHEAST OF A POWER
 BJ3292'POLE, 14.6 METERS (48 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 10.1
 BJ3292'METERS (33 FT) NORTH-NORTHEAST OF A GRAVEL ROAD.
 BJ3292'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3292'THE MARK IS ABOVE LEVEL WITH PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3293 ***********************************************************************
 BJ3293  DESIGNATION -  52 H 055 LADH
 BJ3293  PID         -  BJ3293
 BJ3293  STATE/COUNTY-  LA/ST TAMMANY
 BJ3293  USGS QUAD   -  MARTINVILLE (1983)
 BJ3293
 BJ3293                         *CURRENT SURVEY CONTROL
 BJ3293  ___________________________________________________________________
 BJ3293* NAD 83(1992)-  30 37 16.57401(N)    090 11 40.25228(W)     ADJUSTED  
 BJ3293* NAVD 88     -        41.856  (meters)     137.32   (feet)  ADJUSTED  
 BJ3293  ___________________________________________________________________
 BJ3293  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BJ3293  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3293  DYNAMIC HT  -          41.801 (meters)     137.14  (feet)  COMP
 BJ3293  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ3293
 BJ3293  HORZ ORDER  -  SECOND
 BJ3293  VERT ORDER  -  SECOND    CLASS I
 BJ3293
 BJ3293.The horizontal coordinates were established by classical geodetic methods
 BJ3293.and adjusted by the National Geodetic Survey in January 1993..
 BJ3293
 BJ3293.The orthometric height was determined by differential leveling
 BJ3293.and adjusted by the National Geodetic Survey in February 1994..
 BJ3293
 BJ3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3293
 BJ3293.The geoid height was determined by GEOID03.
 BJ3293
 BJ3293.The dynamic height is computed by dividing the NAVD 88
 BJ3293.geopotential number by the normal gravity value computed on the
 BJ3293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3293.degrees latitude (g = 980.6199 gals.).
 BJ3293
 BJ3293.The modeled gravity was interpolated from observed gravity values.
 BJ3293
 BJ3293;                    North         East     Units Scale Factor Converg.
 BJ3293;SPC LA S     -   235,677.830 1,109,185.994   MT  0.99998420   +0 34 09.9
 BJ3293;SPC LA S     -   773,219.68  3,639,054.38   sFT  0.99998420   +0 34 09.9
 BJ3293;UTM  15      - 3,390,985.821   768,933.369   MT  1.00049231   +1 25 47.5
 BJ3293
 BJ3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3293!SPC LA S     -   0.99999770  x   0.99998420  =   0.99998190
 BJ3293!UTM  15      -   0.99999770  x   1.00049231  =   1.00049001
 BJ3293
 BJ3293                          SUPERSEDED SURVEY CONTROL
 BJ3293
 BJ3293  NAD 83(1986)-  30 37 16.58739(N)    090 11 40.24996(W) AD(       ) 2
 BJ3293  NGVD 29 (09/03/91)   41.86   (m)          137.3    (f) LEVELING    3  
 BJ3293
 BJ3293.Superseded values are not recommended for survey control.
 BJ3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3293.See file dsdata.txt to determine how the superseded data were derived.
 BJ3293
 BJ3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6893390986(NAD 83)
 BJ3293_MARKER: DE = TRAVERSE STATION DISK
 BJ3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3293_SP_SET: CONCRETE POST
 BJ3293_STAMPING: 52H055 1979
 BJ3293_MARK LOGO: LADH  
 BJ3293_PROJECTION: FLUSH
 BJ3293_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3293+STABILITY: SURFACE MOTION
 BJ3293
 BJ3293  HISTORY     - Date     Condition        Report By
 BJ3293  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3293  HISTORY     - 1982     GOOD             LADTD
 BJ3293
 BJ3293                          STATION DESCRIPTION
 BJ3293
 BJ3293'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3293'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 16, T5S,
 BJ3293'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3293'DEVELOPMENT.
 BJ3293'
 BJ3293'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 40 IN
 BJ3293'FOLSOM, DRIVE WEST ALONG HIGHWAY 40 FOR APPROXIMATELY 1.4 KM (0.9
 BJ3293'MILES) TO THE STATION MARK ON THE LEFT BY A GRAVEL ROAD.
 BJ3293'
 BJ3293'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3293'LADTD) DISK STAMPED---52H055 1979--- SET INTO THE TOP OF A ROUND
 BJ3293'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3293'26.2 METERS NE FROM THE SOUTH END OF A CEMENT DRAIN UNDER HIGHWAY 40,
 BJ3293'22.9 METERS NW FROM A POWER POLE, 10.1 METERS SE FROM THE CENTER OF
 BJ3293'THE HIGHWAY, 6.4 METERS W FROM THE CENTER OF A GRAVEL ROAD, AND 0.6
 BJ3293'METERS NE FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3293'
 BJ3293'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3293'(NOW LADTD) DISK STAMPED---52H055 1979--- SET INTO AN IRREGULAR
 BJ3293'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3293
 BJ3293                          STATION RECOVERY (1982)
 BJ3293
 BJ3293'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3293'1.4 KM (0.9 MI) WEST FROM FOLSOM.
 BJ3293'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO WEST ALONG
 BJ3293'STATE HIGHWAY 40 FOR 1.4 KM (0.9 MI) TO THE STATION ON THE LEFT BY A
 BJ3293'GRAVEL ROAD, 26.2 METERS (86 FT) NORTHEAST OF THE SOUTH END OF A
 BJ3293'CEMENT DRAIN UNDER STATE HIGHWAY 40, 6.4 METERS (21 FT) WEST OF THE
 BJ3293'CENTER OF A GRAVEL ROAD, 22.9 METERS (75 FT) NORTHWEST OF A POWER
 BJ3293'POLE, 15.8 METERS (52 FT) WEST-NORTHWEST OF A TELEPHONE REPAIR BOX,
 BJ3293'10.1 METERS (33 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 40.
 BJ3293'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ3293'THE MARK IS 0.30 M BELOW LA 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5301 ***********************************************************************
 BJ5301  DESIGNATION -  52 H 056 RESET
 BJ5301  PID         -  BJ5301
 BJ5301  STATE/COUNTY-  LA/ST TAMMANY
 BJ5301  USGS QUAD   -  COVINGTON (1994)
 BJ5301
 BJ5301                         *CURRENT SURVEY CONTROL
 BJ5301  ___________________________________________________________________
 BJ5301* NAD 83(1992)-  30 28 59.58557(N)    090 05 33.06643(W)     ADJUSTED  
 BJ5301* NAVD 88     -         8.36   (meters)      27.4    (feet)  RESET     
 BJ5301  ___________________________________________________________________
 BJ5301  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BJ5301  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ5301
 BJ5301  HORZ ORDER  -  THIRD
 BJ5301  VERT ORDER  -  THIRD
 BJ5301
 BJ5301.The horizontal coordinates were established by classical geodetic methods
 BJ5301.and adjusted by the National Geodetic Survey in May 1993..
 BJ5301
 BJ5301.The orthometric height was computed from unverified reset data.
 BJ5301.No vertical observational check was made to the station.
 BJ5301
 BJ5301.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5301
 BJ5301.The geoid height was determined by GEOID03.
 BJ5301
 BJ5301;                    North         East     Units Scale Factor Converg.
 BJ5301;SPC LA S     -   220,475.961 1,119,130.374   MT  0.99996106   +0 37 13.5
 BJ5301;SPC LA S     -   723,344.88  3,671,680.24   sFT  0.99996106   +0 37 13.5
 BJ5301;UTM  15      - 3,375,926.220   779,109.907   MT  1.00056116   +1 28 33.2
 BJ5301
 BJ5301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5301!SPC LA S     -   1.00000293  x   0.99996106  =   0.99996399
 BJ5301!UTM  15      -   1.00000293  x   1.00056116  =   1.00056409
 BJ5301
 BJ5301|---------------------------------------------------------------------|
 BJ5301| PID    Reference Object                     Distance      Geod. Az  |
 BJ5301|                                                           dddmmss.s |
 BJ5301| BJ3254 52 H 056                             38.186 METERS 24732     |
 BJ5301| BJ2916 COVINGTON RESET                     APPROX. 0.6 KM 3381013.7 |
 BJ5301|---------------------------------------------------------------------|
 BJ5301
 BJ5301                          SUPERSEDED SURVEY CONTROL
 BJ5301
 BJ5301  NGVD 29 (05/14/93)    8.35   (m)           27.4    (f) LEVELING    3  
 BJ5301
 BJ5301.Superseded values are not recommended for survey control.
 BJ5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5301.See file dsdata.txt to determine how the superseded data were derived.
 BJ5301
 BJ5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7911075926(NAD 83)
 BJ5301_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ5301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5301_SP_SET: CONCRETE POST
 BJ5301_STAMPING: 52H056 RESET 1986
 BJ5301_MARK LOGO: LADTD 
 BJ5301_PROJECTION: FLUSH
 BJ5301_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ5301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5301+STABILITY: SURFACE MOTION
 BJ5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5301+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 BJ5301
 BJ5301  HISTORY     - Date     Condition        Report By
 BJ5301  HISTORY     - 1986     MONUMENTED       LADTD
 BJ5301  HISTORY     - 1986     GOOD             LADTD
 BJ5301  HISTORY     - 19900712 GOOD             LADTD
 BJ5301
 BJ5301                          STATION DESCRIPTION
 BJ5301
 BJ5301'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BJ5301'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI) NORTH OF THE BOGUE
 BJ5301'FALAYA SHOPPING CENTER IN COVINGTON, AND IN THE SOUTHWEST
 BJ5301'QUARTER OF SECTION 37, T6S, R11E.
 BJ5301'OWNERSHIP - - THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ5301'DEVELOPMENT.
 BJ5301'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 12
 BJ5301'AND US HIGHWAY 190 GO WEST ALONG US HIGHWAY 190 FOR 6.1 KM
 BJ5301'(3.8 MILES) TO THE STATION ON THE RIGHT AND NEAR THE
 BJ5301'RIGHT-OF-WAY FENCE.
 BJ5301'
 BJ5301'THE STATION IS A STANDARD LADH DISK STAMPED---52H056
 BJ5301'RESET 1986---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 BJ5301'30 CM(12 INCHES)IN DIAMETER FLUSH WITH GROUND.
 BJ5301'
 BJ5301'LOCATED 64 METERS(210 FEET)SOUTH FROM A GRAVEL DRIVE,
 BJ5301'32.2 METERS(105.5 FEET)EAST FROM THE CENTER OF THE HIGHWAY,
 BJ5301'6.4 METERS(21 FEET)WEST FROM A POWER POLE, 0.5 METERS
 BJ5301'(1.5 FEET)NORTH FROM A WITNESS POST WITH SIGN ATTACHED.
 BJ5301'
 BJ5301'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED---
 BJ5301'52H056 RESET 1986---SET INTO AN
 BJ5301'IRREGULAR MASS OF CONCRETE 0.9 METERS(3 FEET)BELOW THE
 BJ5301'SURFACE.
 BJ5301
 BJ5301                          STATION RECOVERY (1986)
 BJ5301
 BJ5301'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 BJ5301'IN COVINGTON CITY.
 BJ5301'FROM THE INTERSECTION OF INTERSTATE 12 AND US 190 SOUTH OF COVINGTON,
 BJ5301'GO NORTH ALONG US HIGHWAY 190 FOR 6.4 KM (4.00 MI) TO THE STATION ON
 BJ5301'THE RIGHT, NEAR A RIGHT-OF-WAY FENCE ALONG US HIGHWAY 190, AND UNDER
 BJ5301'A POWERLINE THAT CROSSES THE HIGHWAY, 64 M (210.0 FT) SOUTH OF A
 BJ5301'GRAVEL DRIVE, 32.2 M (105.6 FT) EAST OF THE CENTER OF US HIGHWAY 190,
 BJ5301'AND 6.4 M (21.0 FT) WEST OF A POWERPOLE.
 BJ5301'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 BJ5301'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BJ5301
 BJ5301                          STATION RECOVERY (1990)
 BJ5301
 BJ5301'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ5301'THE STATION IS LOCATED IN COVINGTON, ABOUT 0.3 MI (0.5 KM) NORTH OF
 BJ5301'THE BOGUE FALAYA SHOPPING CENTER, IN THE SOUTHWEST QUARTER OF SECTION
 BJ5301'38, T6S, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ5301'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 BJ5301'HIGHWAY 12 AND U.S.  HIGHWAY 190 IN SOUTH COVINGTON, GO WEST FOR 3.8
 BJ5301'MI (6.1 KM) ON HIGHWAY 190 TO THE STATION ON THE RIGHT. THE STATION IS
 BJ5301'210.0 FT (64.0 M) SOUTH FROM A GRAVEL DRIVE, 105.5 FT (32.2 M) EAST
 BJ5301'FROM THE CENTER OF THE HIGHWAY, 21.0 FT (6.4 M) WEST FROM A POWER POLE
 BJ5301'AND 1.5 FT (0.5 M) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ5301'THE MARK IS RECESSED 2 IN BELOW THE GROUND SURFACE AND ABOUT LEVEL
 BJ5301'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3253 ***********************************************************************
 BJ3253  DESIGNATION -  52 H 057
 BJ3253  PID         -  BJ3253
 BJ3253  STATE/COUNTY-  LA/ST TAMMANY
 BJ3253  USGS QUAD   -  COVINGTON (1994)
 BJ3253
 BJ3253                         *CURRENT SURVEY CONTROL
 BJ3253  ___________________________________________________________________
 BJ3253* NAD 83(1992)-  30 28 48.07829(N)    090 05 23.74835(W)     ADJUSTED  
 BJ3253* NAVD 88     -         5.832  (meters)      19.13   (feet)  ADJUSTED  
 BJ3253  ___________________________________________________________________
 BJ3253  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BJ3253  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ3253  DYNAMIC HT  -           5.824 (meters)      19.11  (feet)  COMP
 BJ3253  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 BJ3253
 BJ3253  HORZ ORDER  -  SECOND
 BJ3253  VERT ORDER  -  SECOND    CLASS I
 BJ3253
 BJ3253.The horizontal coordinates were established by classical geodetic methods
 BJ3253.and adjusted by the National Geodetic Survey in January 1993..
 BJ3253
 BJ3253.The orthometric height was determined by differential leveling
 BJ3253.and adjusted by the National Geodetic Survey in February 1994..
 BJ3253
 BJ3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3253
 BJ3253.The geoid height was determined by GEOID03.
 BJ3253
 BJ3253.The dynamic height is computed by dividing the NAVD 88
 BJ3253.geopotential number by the normal gravity value computed on the
 BJ3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3253.degrees latitude (g = 980.6199 gals.).
 BJ3253
 BJ3253.The modeled gravity was interpolated from observed gravity values.
 BJ3253
 BJ3253;                    North         East     Units Scale Factor Converg.
 BJ3253;SPC LA S     -   220,124.327 1,119,382.717   MT  0.99996060   +0 37 18.2
 BJ3253;SPC LA S     -   722,191.23  3,672,508.13   sFT  0.99996060   +0 37 18.2
 BJ3253;UTM  15      - 3,375,578.184   779,367.626   MT  1.00056293   +1 28 37.4
 BJ3253
 BJ3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3253!SPC LA S     -   1.00000332  x   0.99996060  =   0.99996392
 BJ3253!UTM  15      -   1.00000332  x   1.00056293  =   1.00056625
 BJ3253
 BJ3253                          SUPERSEDED SURVEY CONTROL
 BJ3253
 BJ3253  NAD 83(1986)-  30 28 48.09133(N)    090 05 23.74539(W) AD(       ) 2
 BJ3253  NGVD 29 (09/03/91)    5.82   (m)           19.1    (f) LEVELING    3  
 BJ3253
 BJ3253.Superseded values are not recommended for survey control.
 BJ3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3253.See file dsdata.txt to determine how the superseded data were derived.
 BJ3253
 BJ3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7936875578(NAD 83)
 BJ3253_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3253_SP_SET: CONCRETE POST
 BJ3253_STAMPING: 52H057 1979
 BJ3253_MARK LOGO: LADH  
 BJ3253_PROJECTION: FLUSH
 BJ3253_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3253+STABILITY: SURFACE MOTION
 BJ3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3253+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 BJ3253
 BJ3253  HISTORY     - Date     Condition        Report By
 BJ3253  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3253  HISTORY     - 1982     GOOD             LADTD
 BJ3253  HISTORY     - 19900712 GOOD             LADTD
 BJ3253  HISTORY     - 20060323 GOOD             SJB
 BJ3253
 BJ3253                          STATION DESCRIPTION
 BJ3253
 BJ3253'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3253'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 37, T6S,
 BJ3253'R11E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3253'DEVELOPMENT.
 BJ3253'
 BJ3253'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 12 AND U S
 BJ3253'HIGHWAY 190, DRIVE WEST ALONG HIGHWAY 190 FOR 5.6 KM (3.5 MILES) TO
 BJ3253'THE STATION ON THE LEFT NEAR A POWER POLE AND IN FRONT OF THE BOGUE
 BJ3253'FALAYA SHOPPING CENTER.
 BJ3253'
 BJ3253'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3253'LADTD) DISK STAMPED---52H057 1979--- SET INTO THE TOP OF A ROUND
 BJ3253'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3253'26.2 METERS NE FROM THE SOUTHEAST CORNER OF A STATE FARM INS.
 BJ3253'BUILDING, 18.6 METERS SE FROM THE CENTER OF A CONCRETE DRIVE, 11.3
 BJ3253'METERS SW FROM THE CENTER OF THE HIGHWAY, 1.4 METERS S FROM A POWER
 BJ3253'POLE, AND 0.6 METERS SE FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3253'
 BJ3253'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3253'(NOW LADTD) DISK STAMPED---52H057 1979--- SET INTO AN IRREGULAR
 BJ3253'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3253
 BJ3253                          STATION RECOVERY (1982)
 BJ3253
 BJ3253'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3253'IN COVINGTON.
 BJ3253'FROM THE INTERSECTION OF INTERSTATE 12 AND U.S. 190 SOUTH OF COVINGTON
 BJ3253'GO NORTH ALONG U.S. 190 FOR 6 KM (3.7 MI) TO THE STATION ON THE LEFT
 BJ3253'NEAR A POWER POLE, 26.2 METERS (86 FT) NORTHEAST OF THE SOUTHEAST
 BJ3253'CORNER OF THE STATE FARM INSURANCE OFFICE BUILDING, 18.6 METERS (61
 BJ3253'FT) SOUTHEAST OF THE CENTER OF A CONCRETE DRIVE, 11.3 METERS (37 FT)
 BJ3253'SOUTHWEST OF THE CENTER OF U.S. 190, 1.4 METERS (4.5 FT) SOUTH OF A
 BJ3253'POWER POLE.
 BJ3253'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3253'THE MARK IS 0.46 M BELOW U.S. 190.
 BJ3253
 BJ3253                          STATION RECOVERY (1990)
 BJ3253
 BJ3253'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3253'THE STATION IS LOCATED IN COVINGTON IN THE SOUTHWEST QUARTER OF
 BJ3253'SECTION 37, T6S, R11E. TO REACH THE STATION FROM THE JUNCTION OF
 BJ3253'INTERSTATE HIGHWAY 12 AND U.S.  HIGHWAY 190 IN SOUTH COVINGTON, GO
 BJ3253'WEST FOR 3.5 MI (5.6 KM) ON HIGHWAY 190 TO THE STATION ON THE LEFT
 BJ3253'NEAR A POWER POLE AND IN FRONT OF THE BOGUE FALAYA SHOPPING CENTER.
 BJ3253'THE STATION IS 88.0 FT (26.8 M) NORTH-NORTHEAST FROM THE EAST ONE OF
 BJ3253'TWO METAL POLES FOR A BANK SIGN, 86.0 FT (26.2 M) NORTHEAST FROM THE
 BJ3253'SOUTHEAST CORNER OF THE PARISH NATIONAL BANK CONSUMER LOAN DEPARTMENT
 BJ3253'BUILDING, 82.5 FT (25.1 M) NORTHWEST FROM THE CENTER OF A DRIVE INTO
 BJ3253'THE PARISH NATIONAL BANK, 61.0 FT (18.6 M) SOUTHEAST FROM THE CENTER
 BJ3253'OF A DRIVE INTO DOMINOS PIZZA PARLOR, 37.0 FT (11.3 M) SOUTHWEST FROM
 BJ3253'THE CENTER OF THE HIGHWAY, 4.5 FT (1.4 M) SOUTH FROM A POWER POLE AND
 BJ3253'2.0 FT (0.6 M) SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3253'THE MARK IS RECESSED 2.0 IN BELOW THE GROUND SURFACE AND ABOUT 1.0 FT
 BJ3253'(0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 BJ3253
 BJ3253                          STATION RECOVERY (2006)
 BJ3253
 BJ3253'RECOVERY NOTE BY SJB GROUP INCORPORATED 2006 (MDR)
 BJ3253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3252 ***********************************************************************
 BJ3252  DESIGNATION -  52 H 058
 BJ3252  PID         -  BJ3252
 BJ3252  STATE/COUNTY-  LA/ST TAMMANY
 BJ3252  USGS QUAD   -  COVINGTON (1994)
 BJ3252
 BJ3252                         *CURRENT SURVEY CONTROL
 BJ3252  ___________________________________________________________________
 BJ3252* NAD 83(1992)-  30 28 38.16858(N)    090 05 24.43876(W)     ADJUSTED  
 BJ3252* NAVD 88     -         5.02   (+/-2cm)      16.5    (feet)  VERTCON   
 BJ3252  ___________________________________________________________________
 BJ3252  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BJ3252  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3252
 BJ3252  HORZ ORDER  -  SECOND
 BJ3252  VERT ORDER  -  THIRD (See Below)
 BJ3252
 BJ3252.The horizontal coordinates were established by classical geodetic methods
 BJ3252.and adjusted by the National Geodetic Survey in January 1993..
 BJ3252
 BJ3252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3252.The vertical order pertains to the NGVD 29 superseded value.
 BJ3252
 BJ3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3252
 BJ3252.The geoid height was determined by GEOID03.
 BJ3252
 BJ3252;                    North         East     Units Scale Factor Converg.
 BJ3252;SPC LA S     -   219,818.992 1,119,367.615   MT  0.99996020   +0 37 17.8
 BJ3252;SPC LA S     -   721,189.48  3,672,458.58   sFT  0.99996020   +0 37 17.8
 BJ3252;UTM  15      - 3,375,272.473   779,357.077   MT  1.00056286   +1 28 36.6
 BJ3252
 BJ3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3252!SPC LA S     -   1.00000345  x   0.99996020  =   0.99996365
 BJ3252!UTM  15      -   1.00000345  x   1.00056286  =   1.00056631
 BJ3252
 BJ3252                          SUPERSEDED SURVEY CONTROL
 BJ3252
 BJ3252  NAD 83(1986)-  30 28 38.18158(N)    090 05 24.43581(W) AD(       ) 2
 BJ3252  NGVD 29 (09/03/91)    5.04   (m)           16.5    (f) LEVELING    3  
 BJ3252
 BJ3252.Superseded values are not recommended for survey control.
 BJ3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3252.See file dsdata.txt to determine how the superseded data were derived.
 BJ3252
 BJ3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7935775272(NAD 83)
 BJ3252_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3252_SP_SET: CONCRETE POST
 BJ3252_STAMPING: 52H058 1979
 BJ3252_MARK LOGO: LADH  
 BJ3252_PROJECTION: FLUSH
 BJ3252_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3252+STABILITY: SURFACE MOTION
 BJ3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3252+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 BJ3252
 BJ3252  HISTORY     - Date     Condition        Report By
 BJ3252  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3252  HISTORY     - 1982     GOOD             LADTD
 BJ3252  HISTORY     - 19900712 GOOD             LADTD
 BJ3252  HISTORY     - 20031010 GOOD             USPSQD
 BJ3252
 BJ3252                          STATION DESCRIPTION
 BJ3252
 BJ3252'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3252'THE STATION IS LOCATED IN THE EASTERN SECTION OF COVINGTON,
 BJ3252'LOUISIANA. T6S,R11E.  OWNERSHIP-- ILLINOIS CENTRAL GULF RAILROAD.
 BJ3252'
 BJ3252'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 12 AND U. S.
 BJ3252'HIGHWAY 190 IN COVINGTON, GO WEST ALONG HIGHWAY 190 FOR 6.4 KM (4
 BJ3252'MILES) TO THE BOGUE FALAYA SHOPPING CENTER, WITH THE STATION LOCATED
 BJ3252'BEHIND GIBSONS DISCOUNT STORE AND BY THE ILLINOIS CENTRAL GULF
 BJ3252'RAILROAD TRACKS.
 BJ3252'
 BJ3252'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3252'LADTD) DISK STAMPED---52H058 1979--- SET INTO THE TOP OF A ROUND
 BJ3252'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3252'17.1 METERS ESE FROM A 24 INCH WATER OAK TREE, 12.5 METERS E FROM THE
 BJ3252'CENTER OF A CONCRETE DRIVE, 1.4 METERS S FROM THE SOUTH RAIL OF THE
 BJ3252'RAILROAD, 0.8 METERS N FROM A BOARD FENCE, AND 0.6 METERS E FROM A
 BJ3252'METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3252'
 BJ3252'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3252'(NOW LADTD) DISK STAMPED---52H058 1979--- SET INTO AN IRREGULAR
 BJ3252'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3252
 BJ3252                          STATION RECOVERY (1982)
 BJ3252
 BJ3252'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3252'IN COVINGTON.
 BJ3252'FROM THE INTERSECTION OF INTERSTATE 12 AND U.S. HIGHWAY 190 SOUTH OF
 BJ3252'COVINGTON, GO NORTH ALONG U.S. 190 FOR APPROXIMATELY 5.5 KM (3.4 MI)
 BJ3252'TO BOGUE FALAYA SHOPPING CENTER ON THE LEFT OF HIGHWAY, THE STATION IS
 BJ3252'LOCATED BEHIND GIBSONS DISCOUNT STORE, BY THE ICG RAILROAD TRACKS,
 BJ3252'19.1 METERS (62.5 FT) WEST OF THE NORTHWEST CORNER OF A CHAIN LINK
 BJ3252'FENCE AROUND A TENNIS COURT, 17.1 METERS (56 FT) EAST-SOUTHEAST OF A
 BJ3252'24-INCH WATER OAK TREE, 12.5 METERS (41 FT) EAST OF THE CENTER OF A
 BJ3252'CONCRETE DRIVE, 1.4 METERS (4.5 FT) SOUTH OF THE SOUTH RAIL OF THE ICG
 BJ3252'RAILROAD TRACKS, 0.8 METER (2.5 FT) NORTH OF A BOARD FENCE.
 BJ3252'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3252'THE MARK IS 0.21 M BELOW SOUTH RAIL OF ICG TRACKS.
 BJ3252
 BJ3252                          STATION RECOVERY (1990)
 BJ3252
 BJ3252'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3252'THE STATION IS LOCATED IN COVINGTON, T6S, R11E.  OWNERSHIP--ILLINOIS
 BJ3252'CENTRAL GULF RAILROAD. TO REACH THE STATION FROM THE JUNCTION OF
 BJ3252'INTERSTATE HIGHWAY 12 AND U.S.  HIGHWAY 190 IN SOUTH COVINGTON, GO
 BJ3252'WEST FOR 4.0 MI (6.4 KM) ON HIGHWAY 190 TO THE BOGUE FALAYA SHOPPING
 BJ3252'CENTER, WITH THE STATION LOCATED BEHIND THE OLD GIBSONS DISCOUNT STORE
 BJ3252'AND BY THE ILLINOIS CENTRAL RAILROAD TRACKS, APPROXIMATLY 200 FT (61.0
 BJ3252'M) WEST OF THE WEST END OF HTE RAILROAD BRIDGE OVER THE BOGUE FALAYA
 BJ3252'RIVER. THE STATION IS 41.0 FT (12.5 M) EAST FROM THE CENTER OF A
 BJ3252'CONCRETE DRIVE AND A WROGHT IRON GATE INTO A 6 STORY APARTMENT
 BJ3252'COMPLEX, 4.5 FT (1.4 M) SOUTH FROM THE SOUTH RAIL OF THE RAILROAD, 2.6
 BJ3252'FT (0.8 M) NORTH FROM A BOARD FENCE AND 2.0 FT (0.6 M) EAST FROM A
 BJ3252'METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 BJ3252'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE RAILROAD.
 BJ3252
 BJ3252                          STATION RECOVERY (2003)
 BJ3252
 BJ3252'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ3252'DESCRIPTION CHANGE, DELETE- TO THE BOGUE FALAYA SHOPPING CENTER WITH
 BJ3252'THE STATION LOCATED BEHIND THE OLD GIBSONS DISCOUNT STORE AND BY THE
 BJ3252'ILLINOIS CENTRAL RR TRACKS, APROX 200 FEET WEST OF THE WEST END OF THE
 BJ3252'RR BRIDGE OVER THE BOGUE FALAYA RIVER. ADD MARK IS LOCATED 2 FEET
 BJ3252'SOUTH OF A BIKE PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8228 ***********************************************************************
 AC8228  DESIGNATION -  52 H 059 RESET
 AC8228  PID         -  AC8228
 AC8228  STATE/COUNTY-  LA/ST TAMMANY
 AC8228  USGS QUAD   -  COVINGTON (1994)
 AC8228
 AC8228                         *CURRENT SURVEY CONTROL
 AC8228  ___________________________________________________________________
 AC8228* NAD 83(1986)-  30 28 39.     (N)    090 05 05.     (W)     SCALED    
 AC8228* NAVD 88     -         6.55   (meters)      21.5    (feet)  RESET     
 AC8228  ___________________________________________________________________
 AC8228  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AC8228
 AC8228  VERT ORDER  -  THIRD
 AC8228
 AC8228.The horizontal coordinates were scaled from a topographic map and have
 AC8228.an estimated accuracy of +/- 6 seconds.
 AC8228
 AC8228.The orthometric height was computed from unverified reset data.
 AC8228
 AC8228.The geoid height was determined by GEOID03.
 AC8228
 AC8228;                    North         East    Units  Estimated Accuracy
 AC8228;SPC LA S     -   219,850.    1,119,890.      MT  (+/- 180 meters Scaled)
 AC8228
 AC8228                          SUPERSEDED SURVEY CONTROL
 AC8228
 AC8228.No superseded survey control is available for this station.
 AC8228
 AC8228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP798753(NAD 83)
 AC8228_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8228_STAMPING: 52H059 RESET 1990
 AC8228_MARK LOGO: LADH  
 AC8228_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AC8228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8228+STABILITY: SURFACE MOTION
 AC8228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8228+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8228
 AC8228  HISTORY     - Date     Condition        Report By
 AC8228  HISTORY     - 1990     MONUMENTED       LADTD
 AC8228
 AC8228                          STATION DESCRIPTION
 AC8228
 AC8228'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8228'THE STATION IS LOCATED IN COVINGTON IN THE SOUTHEAST QUARTER OF
 AC8228'SECTION 42, T6S, R11E.  OWNERSHIP--ILLINOIS CENTRAL GULF RAILROAD. TO
 AC8228'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 36 IN
 AC8228'NORTHEAST COVINGTON, GO SOUTH FOR 0.1 MI (0.2 KM) TO THE STATION ON
 AC8228'THE LEFT AT A RAILROAD CROSSING. THE STATION IS 68.0 FT (20.7 M)
 AC8228'EAST-NORTHEAST FROM THE CENTER OF THE HIGHWAY, 49.3 FT (15.0 M)
 AC8228'NORTHWEST FROM A POWER POLE WITH SECURITY LIGHT ATTACHED ACROSS FROM
 AC8228'CRAWFORD ROAD, 29.5 FT (9.0 M) NORTH-NORTHWEST FROM THE CENTER OF
 AC8228'CRAWFORD ROAD, 19.0 FT (5.8 M) NORTHWEST FROM THE NORTH END OF A
 AC8228'CEMENT CULVERT RUNNING UNDER CRAWFORD ROAD, 4.5 FT (1.4 M)
 AC8228'SOUTH-SOUTHEAST FROM THE SOUTH RAIL OF THE RAILROAD AND 1.0 FT (0.3 M)
 AC8228'NORTH-NORTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 AC8228'MARK IS RECESSED 1.0 INCH BELOW THE GROUND SURFACE AND ABOUT 1.0 FT
 AC8228'(0.3 M) BELOW HIGHWAY 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3250 ***********************************************************************
 BJ3250  DESIGNATION -  52 H 060
 BJ3250  PID         -  BJ3250
 BJ3250  STATE/COUNTY-  LA/ST TAMMANY
 BJ3250  USGS QUAD   -  COVINGTON (1994)
 BJ3250
 BJ3250                         *CURRENT SURVEY CONTROL
 BJ3250  ___________________________________________________________________
 BJ3250* NAD 83(1992)-  30 28 17.42355(N)    090 05 11.52425(W)     ADJUSTED  
 BJ3250* NAVD 88     -         7.354  (meters)      24.13   (feet)  ADJUSTED  
 BJ3250  ___________________________________________________________________
 BJ3250  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BJ3250  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3250  DYNAMIC HT  -           7.345 (meters)      24.10  (feet)  COMP
 BJ3250  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 BJ3250
 BJ3250  HORZ ORDER  -  SECOND
 BJ3250  VERT ORDER  -  SECOND    CLASS I
 BJ3250
 BJ3250.The horizontal coordinates were established by classical geodetic methods
 BJ3250.and adjusted by the National Geodetic Survey in January 1993..
 BJ3250
 BJ3250.The orthometric height was determined by differential leveling
 BJ3250.and adjusted by the National Geodetic Survey in February 1994..
 BJ3250
 BJ3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3250
 BJ3250.The geoid height was determined by GEOID03.
 BJ3250
 BJ3250.The dynamic height is computed by dividing the NAVD 88
 BJ3250.geopotential number by the normal gravity value computed on the
 BJ3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3250.degrees latitude (g = 980.6199 gals.).
 BJ3250
 BJ3250.The modeled gravity was interpolated from observed gravity values.
 BJ3250
 BJ3250;                    North         East     Units Scale Factor Converg.
 BJ3250;SPC LA S     -   219,183.964 1,119,718.995   MT  0.99995937   +0 37 24.3
 BJ3250;SPC LA S     -   719,106.06  3,673,611.40   sFT  0.99995937   +0 37 24.3
 BJ3250;UTM  15      - 3,374,642.378   779,718.113   MT  1.00056535   +1 28 42.3
 BJ3250
 BJ3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3250!SPC LA S     -   1.00000308  x   0.99995937  =   0.99996245
 BJ3250!UTM  15      -   1.00000308  x   1.00056535  =   1.00056843
 BJ3250
 BJ3250                          SUPERSEDED SURVEY CONTROL
 BJ3250
 BJ3250  NAD 83(1986)-  30 28 17.43644(N)    090 05 11.52127(W) AD(       ) 2
 BJ3250  NGVD 29 (09/03/91)    7.34   (m)           24.1    (f) LEVELING    3  
 BJ3250
 BJ3250.Superseded values are not recommended for survey control.
 BJ3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3250.See file dsdata.txt to determine how the superseded data were derived.
 BJ3250
 BJ3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7971874642(NAD 83)
 BJ3250_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3250_SP_SET: CONCRETE POST
 BJ3250_STAMPING: 52H060 1979
 BJ3250_MARK LOGO: LADH  
 BJ3250_PROJECTION: FLUSH
 BJ3250_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3250+STABILITY: SURFACE MOTION
 BJ3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3250+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BJ3250
 BJ3250  HISTORY     - Date     Condition        Report By
 BJ3250  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3250  HISTORY     - 1982     GOOD             LADTD
 BJ3250  HISTORY     - 19900712 GOOD             LADTD
 BJ3250  HISTORY     - 20031012 GOOD             USPSQD
 BJ3250
 BJ3250                          STATION DESCRIPTION
 BJ3250
 BJ3250'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3250'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 42, T7S,
 BJ3250'R11E.  OWNERSHIP---THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3250'DEVELOPMENT.
 BJ3250'
 BJ3250'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 12 AND U. S.
 BJ3250'HIGHWAY 190, DRIVE WEST ALONG HIGHWAY 190 FOR 4.8 KM (3 MILES) TO THE
 BJ3250'STATION ON THE LEFT AND WEST OF HIGHWAY 190, IN FRONT OF LETSCH USED
 BJ3250'CARS.
 BJ3250'
 BJ3250'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3250'LADTD) DISK STAMPED---52H060 1979--- SET INTO THE TOP OF A
 BJ3250'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 BJ3250'LOCATED 36 METERS N FROM A POWER POLE WITH TWO TRANSFORMERS, 32.9
 BJ3250'METERS SSE FROM THE CENTER OF A BLACKTOP DRIVE, 11.3 METERS SE FROM A
 BJ3250'RIGHT-OF-WAY MARKER, 9.6 METERS WSW FROM THE CENTER OF THE EAST BOUND
 BJ3250'LANE OF HIGHWAY 190, AND 0.6 METERS SSE FROM A METAL WITNESS POST
 BJ3250'WITH SIGN ATTACHED.
 BJ3250'
 BJ3250'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3250'(NOW LADTD) DISK STAMPED---52H060 1979--- SET INTO AN IRREGULAR
 BJ3250'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3250
 BJ3250                          STATION RECOVERY (1982)
 BJ3250
 BJ3250'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3250'1 KM (0.6 MI) ESE FROM COVINGTON.
 BJ3250'FROM THE INTERSECTION OF INTERSTATE 12 AND HIGHWAY U.S. 190 SOUTH OF
 BJ3250'COVINGTON, DRIVE NORTH ALONG U.S. 190 FOR 4.8 KM (3 MI) TO THE STATION
 BJ3250'ON THE LEFT AND WEST OF U.S. 190, IN FRONT OF LETSCH USED CARS, 36
 BJ3250'METERS (118 FT) NORTH OF A POWER POLE WITH TWO TRANSFORMERS, 32.9
 BJ3250'METERS (108 FT) SOUTH-SOUTHEAST OF THE CENTER OF A BLACKTOP DRIVE,
 BJ3250'11.3 METERS (37 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER, 9.6 METERS
 BJ3250'(31.5 FT) NORTHEAST OF THE CENTER OF A METAL DRAIN, 9.6 METERS (31.5
 BJ3250'FT) WEST-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. 190.
 BJ3250'THE MARK IS 0.61 METERS  SSE FROM A WITNESS POST.
 BJ3250'THE MARK IS ABOVE LEVEL WITH U.S. 190.
 BJ3250
 BJ3250                          STATION RECOVERY (1990)
 BJ3250
 BJ3250'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3250'THE STATION IS LOCATED IN COVINGTON IN THE NORTHWEST QUARTER OF
 BJ3250'SECTION 42, T7S, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3250'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ3250'OF INTERSTATE HIGHWAY 12 AND U.S.  HIGHWAY 190 IN SOUTH COVINGTON, GO
 BJ3250'WEST FOR 3.0 MI (4.8 KM) ON HIGHWAY 190 TO THE STATION ON THE LEFT,
 BJ3250'WEST OF THE HIGHWAY AND SET IN FRONT OF MITCHELL-GRUBBS USED CAR
 BJ3250'DEALERSHIP. THE STATION IS 118.0 FT (36.0 M) NORTH FROM A POWER POLE
 BJ3250'WITH TWO TRANSFORMERS ATTACHED, 108.0 FT (32.9 M) SOUTH-SOUTHEAST FROM
 BJ3250'THE CENTER OF A BLACKTOP DRIVE, 38.2 FT (11.6 M) EAST-NORTHEAST FROM A
 BJ3250'METAL NIGHT LIGHT POLE FOR THE CAR LOT, 37.0 FT (11.3 M) SOUTHEAST
 BJ3250'FROM A RIGHT-OF-WAY MARKER, 31.5 FT (9.6 M) WEST-SOUTHWEST FROM THE
 BJ3250'CENTER OF THE EAST BOUND LANES OF HIGHWAY 190 AND 2.0 FT (0.6 M)
 BJ3250'SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 BJ3250'MARK IS FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL
 BJ3250'OF THE HIGHWAY.
 BJ3250
 BJ3250                          STATION RECOVERY (2003)
 BJ3250
 BJ3250'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ3250'MITCHELL-GRUBBS USED CAR LOT IS NOW KNOWN AS HOOD AUTO MART
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3249 ***********************************************************************
 BJ3249  DESIGNATION -  52 H 061 LADH
 BJ3249  PID         -  BJ3249
 BJ3249  STATE/COUNTY-  LA/ST TAMMANY
 BJ3249  USGS QUAD   -  COVINGTON (1994)
 BJ3249
 BJ3249                         *CURRENT SURVEY CONTROL
 BJ3249  ___________________________________________________________________
 BJ3249* NAD 83(1992)-  30 27 31.54892(N)    090 04 56.04914(W)     ADJUSTED  
 BJ3249* NAVD 88     -         5.860  (meters)      19.23   (feet)  ADJUSTED  
 BJ3249  ___________________________________________________________________
 BJ3249  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BJ3249  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ3249  DYNAMIC HT  -           5.852 (meters)      19.20  (feet)  COMP
 BJ3249  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BJ3249
 BJ3249  HORZ ORDER  -  SECOND
 BJ3249  VERT ORDER  -  SECOND    CLASS I
 BJ3249
 BJ3249.The horizontal coordinates were established by classical geodetic methods
 BJ3249.and adjusted by the National Geodetic Survey in May 1994..
 BJ3249
 BJ3249.The orthometric height was determined by differential leveling
 BJ3249.and adjusted by the National Geodetic Survey in February 1994..
 BJ3249
 BJ3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3249
 BJ3249.The geoid height was determined by GEOID03.
 BJ3249
 BJ3249.The dynamic height is computed by dividing the NAVD 88
 BJ3249.geopotential number by the normal gravity value computed on the
 BJ3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3249.degrees latitude (g = 980.6199 gals.).
 BJ3249
 BJ3249.The modeled gravity was interpolated from observed gravity values.
 BJ3249
 BJ3249;                    North         East     Units Scale Factor Converg.
 BJ3249;SPC LA S     -   217,775.918 1,120,147.162   MT  0.99995757   +0 37 32.0
 BJ3249;SPC LA S     -   714,486.49  3,675,016.15   sFT  0.99995757   +0 37 32.0
 BJ3249;UTM  15      - 3,373,240.023   780,167.510   MT  1.00056846   +1 28 48.1
 BJ3249;UTM  16      - 3,373,659.779   204,032.441   MT  1.00068079   -1 33 48.9
 BJ3249
 BJ3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3249!SPC LA S     -   1.00000331  x   0.99995757  =   0.99996088
 BJ3249!UTM  15      -   1.00000331  x   1.00056846  =   1.00057177
 BJ3249!UTM  16      -   1.00000331  x   1.00068079  =   1.00068410
 BJ3249
 BJ3249                          SUPERSEDED SURVEY CONTROL
 BJ3249
 BJ3249  NAD 83(1992)-  30 27 31.54892(N)    090 04 56.04914(W) AD(       ) 2
 BJ3249  NAD 83(1986)-  30 27 31.56148(N)    090 04 56.04598(W) AD(       ) 2
 BJ3249  NGVD 29 (09/03/91)    5.85   (m)           19.2    (f) LEVELING    3  
 BJ3249
 BJ3249.Superseded values are not recommended for survey control.
 BJ3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3249.See file dsdata.txt to determine how the superseded data were derived.
 BJ3249
 BJ3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8016873240(NAD 83)
 BJ3249_MARKER: DE = TRAVERSE STATION DISK
 BJ3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3249_SP_SET: CONCRETE POST
 BJ3249_STAMPING: 52H061 1979
 BJ3249_MARK LOGO: LADH  
 BJ3249_PROJECTION: FLUSH
 BJ3249_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3249+STABILITY: SURFACE MOTION
 BJ3249
 BJ3249  HISTORY     - Date     Condition        Report By
 BJ3249  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3249  HISTORY     - 1982     GOOD             LADTD
 BJ3249
 BJ3249                          STATION DESCRIPTION
 BJ3249
 BJ3249'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3249'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 3, T7S,
 BJ3249'R11E. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3249'DEVELOPMENT.
 BJ3249'
 BJ3249'TO REACH THE STATION FROM THE INSERSECTION OF INTERSTATE 12 AND U. S.
 BJ3249'HIGHWAY 190 IN COVINGTON, DRIVE WEST ALONG HIGHWAY 190 FOR 3.2 KM (2
 BJ3249'MILES) TO THE STATION ON THE LEFT AND IN THE MEDIAN OF THE HIGHWAY,
 BJ3249'APPROXIMATELY 152.4 METERS (500 FT) SOUTH OF THE TWIN BRIDGES OVER
 BJ3249'THE ABITA RIVER.
 BJ3249'
 BJ3249'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3249'LADTD) DISK STAMPED---52H061 1979--- SET INTO THE TOP OF A ROUND
 BJ3249'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3249'15.2 METERS NNW FROM THE CENTER OF A CROSSOVER, 14.9 METERS ENE FROM
 BJ3249'THE CENTER OF THE EAST BOUND LANE OF THE HIGHWAY, 11.9 METERS WSW
 BJ3249'FROM THE CENTER OF THE WEST BOUND LANE OF THE HIGHWAY, AND 0.6 METERS
 BJ3249'S FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3249'
 BJ3249'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3249'(NOW LADTD) DISK STAMPED---52H061 1979--- SET INTO AN IRREGULAR
 BJ3249'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3249
 BJ3249                          STATION RECOVERY (1982)
 BJ3249
 BJ3249'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3249'2.3 KM (1.4 MI) SE FROM COVINGTON.
 BJ3249'FROM THE INTERSECTION OF INTERSTATE 12 AND HIGHWAY U.S. 190 SOUTH OF
 BJ3249'COVINGTON, DRIVE NORTH ALONG U.S. 190 FOR 3.2 KM (2 MI) TO THE STATION
 BJ3249'ON THE LEFT AND IN THE MEDIAN OF U.S. 190, APPROXIMATELY 152.4 METERS
 BJ3249'(500 FT) SOUTH OF THE SOUTH END OF THE TWIN BRIDGES OVER THE ABITA
 BJ3249'RIVER, 15.2 METERS (50 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A
 BJ3249'CROSSOVER, 14.9 METERS (49 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 BJ3249'EAST BOUND LANE OF U.S. 190, 11.9 METERS (39 FT) WEST-SOUTHWEST OF THE
 BJ3249'CENTERLINE OF THE WEST BOUND LANE OF U.S. 190.
 BJ3249'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3249'THE MARK IS 0.64 M BELOW U.S. 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3248 ***********************************************************************
 BJ3248  DESIGNATION -  52 H 062 LADH
 BJ3248  PID         -  BJ3248
 BJ3248  STATE/COUNTY-  LA/ST TAMMANY
 BJ3248  USGS QUAD   -  COVINGTON (1994)
 BJ3248
 BJ3248                         *CURRENT SURVEY CONTROL
 BJ3248  ___________________________________________________________________
 BJ3248* NAD 83(1992)-  30 26 47.16728(N)    090 04 55.80130(W)     ADJUSTED  
 BJ3248* NAVD 88     -         8.746  (meters)      28.69   (feet)  ADJUSTED  
 BJ3248  ___________________________________________________________________
 BJ3248  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BJ3248  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ3248  DYNAMIC HT  -           8.735 (meters)      28.66  (feet)  COMP
 BJ3248  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 BJ3248
 BJ3248  HORZ ORDER  -  SECOND
 BJ3248  VERT ORDER  -  SECOND    CLASS I
 BJ3248
 BJ3248.The horizontal coordinates were established by classical geodetic methods
 BJ3248.and adjusted by the National Geodetic Survey in May 1994..
 BJ3248
 BJ3248.The orthometric height was determined by differential leveling
 BJ3248.and adjusted by the National Geodetic Survey in February 1994..
 BJ3248
 BJ3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3248
 BJ3248.The geoid height was determined by GEOID03.
 BJ3248
 BJ3248.The dynamic height is computed by dividing the NAVD 88
 BJ3248.geopotential number by the normal gravity value computed on the
 BJ3248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3248.degrees latitude (g = 980.6199 gals.).
 BJ3248
 BJ3248.The modeled gravity was interpolated from observed gravity values.
 BJ3248
 BJ3248;                    North         East     Units Scale Factor Converg.
 BJ3248;SPC LA S     -   216,409.421 1,120,168.695   MT  0.99995588   +0 37 32.2
 BJ3248;SPC LA S     -   710,003.24  3,675,086.79   sFT  0.99995588   +0 37 32.2
 BJ3248;UTM  15      - 3,371,873.164   780,209.438   MT  1.00056875   +1 28 46.3
 BJ3248;UTM  16      - 3,372,292.468   204,001.745   MT  1.00068102   -1 33 46.7
 BJ3248
 BJ3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3248!SPC LA S     -   1.00000286  x   0.99995588  =   0.99995874
 BJ3248!UTM  15      -   1.00000286  x   1.00056875  =   1.00057161
 BJ3248!UTM  16      -   1.00000286  x   1.00068102  =   1.00068388
 BJ3248
 BJ3248                          SUPERSEDED SURVEY CONTROL
 BJ3248
 BJ3248  NAD 83(1992)-  30 26 47.16729(N)    090 04 55.80131(W) AD(       ) 2
 BJ3248  NAD 83(1986)-  30 26 47.17950(N)    090 04 55.79815(W) AD(       ) 2
 BJ3248  NGVD 29 (09/03/91)    8.73   (m)           28.6    (f) LEVELING    3  
 BJ3248
 BJ3248.Superseded values are not recommended for survey control.
 BJ3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3248.See file dsdata.txt to determine how the superseded data were derived.
 BJ3248
 BJ3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8020971873(NAD 83)
 BJ3248_MARKER: DE = TRAVERSE STATION DISK
 BJ3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3248_SP_SET: CONCRETE POST
 BJ3248_STAMPING: 52H062 1979
 BJ3248_MARK LOGO: LADH  
 BJ3248_PROJECTION: FLUSH
 BJ3248_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3248+STABILITY: SURFACE MOTION
 BJ3248
 BJ3248  HISTORY     - Date     Condition        Report By
 BJ3248  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3248  HISTORY     - 1982     GOOD             LADTD
 BJ3248
 BJ3248                          STATION DESCRIPTION
 BJ3248
 BJ3248'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3248'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, T7S,
 BJ3248'R11E. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3248'DEVELOPMENT.
 BJ3248'
 BJ3248'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 12 AND U. S.
 BJ3248'HIGHWAY 190 IN SOUTH COVINGTON DRIVE WEST ALONG HIGHWAY 190 FOR 1.6
 BJ3248'KM (1 MILE) TO THE STATION ON THE LEFT AND IN THE MEDIAN OF THE
 BJ3248'HIGHWAY.
 BJ3248'
 BJ3248'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3248'LADTD) DISK STAMPED---52H062 1979--- SET INTO THE TOP OF A ROUND
 BJ3248'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3248'16.2 METERS S FROM A METAL DRAIN, 14.3 METERS W FROM THE CENTER OF
 BJ3248'THE WEST BOUND LANE OF THE HIGHWAY, 13.6 METERS NNW FROM THE CENTER
 BJ3248'OF A TURNAROUND, 12.5 METERS E FROM THE CENTER OF THE EAST BOUND LANE
 BJ3248'OF THE HIGHWAY, AND 0.6 METERS S FROM A METAL WITNESS POST WITH SIGN
 BJ3248'ATTACHED.
 BJ3248'
 BJ3248'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3248'(NOW LADTD) DISK STAMPED---52H062 1979--- SET INTO AN IRREGULAR
 BJ3248'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3248
 BJ3248                          STATION RECOVERY (1982)
 BJ3248
 BJ3248'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3248'3.7 KM (2.3 MI) SSE FROM COVINGTON.
 BJ3248'FROM THE INTERSECTION OF INTERSTATE 12 AND U.S. HIGHWAY 190 SOUTH OF
 BJ3248'COVINGTON, DRIVE NORTH ALONG U.S. 190 FOR 1.6 KM (1 MI) TO THE STATION
 BJ3248'ON THE LEFT AND IN THE MEDIAN OF U.S. 190, 16.2 METERS (53 FT) SOUTH
 BJ3248'OF A METAL DRAIN IN THE MEDIAN OF U.S. 190, 14.3 METERS (47 FT) WEST
 BJ3248'OF THE CENTERLINE OF THE WEST BOUND LANE OF U.S. 190, 13.6 METERS
 BJ3248'(44.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A TURNAROUND OF U.S.
 BJ3248'190, 12.5 METERS (41 FT) EAST OF THE CENTERLINE OF THE EAST BOUND LANE
 BJ3248'OF U.S. 190.
 BJ3248'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3248'THE MARK IS 0.12 M BELOW U.S. 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3247 ***********************************************************************
 BJ3247  DESIGNATION -  52 H 063 LADH
 BJ3247  PID         -  BJ3247
 BJ3247  STATE/COUNTY-  LA/ST TAMMANY
 BJ3247  USGS QUAD   -  COVINGTON (1994)
 BJ3247
 BJ3247                         *CURRENT SURVEY CONTROL
 BJ3247  ___________________________________________________________________
 BJ3247* NAD 83(1992)-  30 26 00.84804(N)    090 05 03.31173(W)     ADJUSTED  
 BJ3247* NAVD 88     -         5.742  (meters)      18.84   (feet)  ADJUSTED  
 BJ3247  ___________________________________________________________________
 BJ3247  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BJ3247  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ3247  DYNAMIC HT  -           5.735 (meters)      18.82  (feet)  COMP
 BJ3247  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BJ3247
 BJ3247  HORZ ORDER  -  SECOND
 BJ3247  VERT ORDER  -  SECOND    CLASS I
 BJ3247
 BJ3247.The horizontal coordinates were established by classical geodetic methods
 BJ3247.and adjusted by the National Geodetic Survey in January 1993..
 BJ3247
 BJ3247.The orthometric height was determined by differential leveling
 BJ3247.and adjusted by the National Geodetic Survey in February 1994..
 BJ3247
 BJ3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3247
 BJ3247.The geoid height was determined by GEOID03.
 BJ3247
 BJ3247.The dynamic height is computed by dividing the NAVD 88
 BJ3247.geopotential number by the normal gravity value computed on the
 BJ3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3247.degrees latitude (g = 980.6199 gals.).
 BJ3247
 BJ3247.The modeled gravity was interpolated from observed gravity values.
 BJ3247
 BJ3247;                    North         East     Units Scale Factor Converg.
 BJ3247;SPC LA S     -   214,981.010 1,119,983.877   MT  0.99995416   +0 37 28.4
 BJ3247;SPC LA S     -   705,316.86  3,674,480.44   sFT  0.99995416   +0 37 28.4
 BJ3247;UTM  15      - 3,370,441.281   780,045.821   MT  1.00056762   +1 28 40.4
 BJ3247
 BJ3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3247!SPC LA S     -   1.00000332  x   0.99995416  =   0.99995748
 BJ3247!UTM  15      -   1.00000332  x   1.00056762  =   1.00057094
 BJ3247
 BJ3247                          SUPERSEDED SURVEY CONTROL
 BJ3247
 BJ3247  NAD 83(1986)-  30 26 00.85996(N)    090 05 03.30898(W) AD(       ) 2
 BJ3247  NGVD 29 (09/03/91)    5.73   (m)           18.8    (f) LEVELING    3  
 BJ3247
 BJ3247.Superseded values are not recommended for survey control.
 BJ3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3247.See file dsdata.txt to determine how the superseded data were derived.
 BJ3247
 BJ3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8004670441(NAD 83)
 BJ3247_MARKER: DE = TRAVERSE STATION DISK
 BJ3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3247_SP_SET: CONCRETE POST
 BJ3247_STAMPING: 52H063 1979
 BJ3247_MARK LOGO: LADH  
 BJ3247_PROJECTION: FLUSH
 BJ3247_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3247+STABILITY: SURFACE MOTION
 BJ3247
 BJ3247  HISTORY     - Date     Condition        Report By
 BJ3247  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3247  HISTORY     - 1982     GOOD             LADTD
 BJ3247
 BJ3247                          STATION DESCRIPTION
 BJ3247
 BJ3247'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3247'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 22, T7S,
 BJ3247'R11E. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3247'DEVELOPMENT.
 BJ3247'
 BJ3247'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 12 AND U. S.
 BJ3247'HIGHWAY 190, DRIVE NORTH ALONG HIGHWAY 190 FOR 0.16 KM (0.1 MILE) TO
 BJ3247'THE STATION ON THE LEFT, BETWEEN THE ON RAMP TO INTERSTATE 12 WEST
 BJ3247'AND U. S. HIGHWAY 190 EAST.
 BJ3247'
 BJ3247'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3247'LADTD) DISK STAMPED---52H063 1979--- SET INTO THE TOP OF A ROUND
 BJ3247'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 8.7
 BJ3247'METERS W FROM THE CENTER OF EAST BOUND LANE OF U. S. 190, 5.8 METERS
 BJ3247'E FROM THE CENTER OF THE INTERSTATE 12 WEST ON RAMP, 1.2 METERS S
 BJ3247'FROM THE EDGE OF A CEMENT SLAB AROUND EXIT SIGN, AND 0.6 METERS S
 BJ3247'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3247'
 BJ3247'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3247'(NOW LADTD) DISK STAMPED---52H063 1979--- SET INTO AN IRREGULAR
 BJ3247'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3247
 BJ3247                          STATION RECOVERY (1982)
 BJ3247
 BJ3247'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3247'5.3 KM (3.3 MI) SOUTH FROM COVINGTON.
 BJ3247'FROM THE INTERSECTION OF I-12 AND U.S. 190 SOUTH OF COVINGTON, DRIVE
 BJ3247'NORTH ALONG U.S. HIGHWAY 190 FOR 0.16 KM (0.1 MI) TO THE STATION ON
 BJ3247'THE LEFT, 8.7 METERS WEST OF CENTERLINE OF EAST BOUND LANE OF U.S. 190
 BJ3247'5.8 METERS (19 FT) EAST OF THE CENTERLINE OF THE INTERSTATE 12 WEST ON
 BJ3247'RAMP, 1.2 METERS (4 FT) SOUTH OF THE EDGE OF A CEMENT SLAB AROUND THE
 BJ3247'BASE OF THE EXIT SIGN TO INTERSTATE 12 WEST.
 BJ3247'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3247'THE MARK IS 0.15 M BELOW U.S. 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3258 ***********************************************************************
 BJ3258  DESIGNATION -  52 H 064 LADH
 BJ3258  PID         -  BJ3258
 BJ3258  STATE/COUNTY-  LA/ST TAMMANY
 BJ3258  USGS QUAD   -  COVINGTON (1994)
 BJ3258
 BJ3258                         *CURRENT SURVEY CONTROL
 BJ3258  ___________________________________________________________________
 BJ3258* NAD 83(1992)-  30 29 52.95707(N)    090 06 45.80379(W)     ADJUSTED  
 BJ3258* NAVD 88     -         9.810  (meters)      32.19   (feet)  ADJUSTED  
 BJ3258  ___________________________________________________________________
 BJ3258  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BJ3258  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ3258  DYNAMIC HT  -           9.797 (meters)      32.14  (feet)  COMP
 BJ3258  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BJ3258
 BJ3258  HORZ ORDER  -  SECOND
 BJ3258  VERT ORDER  -  SECOND    CLASS I
 BJ3258
 BJ3258.The horizontal coordinates were established by classical geodetic methods
 BJ3258.and adjusted by the National Geodetic Survey in January 1993..
 BJ3258
 BJ3258.The orthometric height was determined by differential leveling
 BJ3258.and adjusted by the National Geodetic Survey in February 1994..
 BJ3258
 BJ3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3258
 BJ3258.The geoid height was determined by GEOID03.
 BJ3258
 BJ3258.The dynamic height is computed by dividing the NAVD 88
 BJ3258.geopotential number by the normal gravity value computed on the
 BJ3258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3258.degrees latitude (g = 980.6199 gals.).
 BJ3258
 BJ3258.The modeled gravity was interpolated from observed gravity values.
 BJ3258
 BJ3258;                    North         East     Units Scale Factor Converg.
 BJ3258;SPC LA S     -   222,098.528 1,117,173.081   MT  0.99996327   +0 36 37.2
 BJ3258;SPC LA S     -   728,668.25  3,665,258.68   sFT  0.99996327   +0 36 37.2
 BJ3258;UTM  15      - 3,377,520.319   777,127.427   MT  1.00054755   +1 27 58.5
 BJ3258
 BJ3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3258!SPC LA S     -   1.00000270  x   0.99996327  =   0.99996597
 BJ3258!UTM  15      -   1.00000270  x   1.00054755  =   1.00055025
 BJ3258
 BJ3258                          SUPERSEDED SURVEY CONTROL
 BJ3258
 BJ3258  NAD 83(1986)-  30 29 52.97092(N)    090 06 45.80076(W) AD(       ) 2
 BJ3258  NGVD 29 (09/03/91)    9.80   (m)           32.2    (f) LEVELING    3  
 BJ3258
 BJ3258.Superseded values are not recommended for survey control.
 BJ3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3258.See file dsdata.txt to determine how the superseded data were derived.
 BJ3258
 BJ3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7712777520(NAD 83)
 BJ3258_MARKER: DE = TRAVERSE STATION DISK
 BJ3258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3258_SP_SET: CONCRETE POST
 BJ3258_STAMPING: 52H064 1979
 BJ3258_MARK LOGO: LADH  
 BJ3258_PROJECTION: FLUSH
 BJ3258_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3258+STABILITY: SURFACE MOTION
 BJ3258
 BJ3258  HISTORY     - Date     Condition        Report By
 BJ3258  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3258  HISTORY     - 1982     GOOD             LADTD
 BJ3258  HISTORY     - 20031010 GOOD             USPSQD
 BJ3258
 BJ3258                          STATION DESCRIPTION
 BJ3258
 BJ3258'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3258'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 45, T6S,
 BJ3258'R11E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3258'DEVELOPMENT.
 BJ3258'
 BJ3258'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 190 AND STATE
 BJ3258'HIGHWAY 25 IN NORTH COVINGTON, DRIVE WEST FOR 0.8 KM (0.5 MILE) TO
 BJ3258'THE STATION MARK ON THE LEFT OF U S 190 ON THE BACK SLOPE OF DITCH.
 BJ3258'
 BJ3258'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3258'LADTD) DISK STAMPED---52H064 1979--- SET INTO THE TOP OF A ROUND
 BJ3258'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3258'22.3 METERS ESE FROM THE EAST END OF A CEMENT DITCH, 15.9 METERS S
 BJ3258'FROM THE CENTER OF U S 190, 13 METERS NNW FROM A 13 INCH PINE TREE,
 BJ3258'AND 0.6 METERS E FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3258'
 BJ3258'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3258'(NOW LADTD) DISK STAMPED---52H064 1979--- SET INTO AN IRREGULAR
 BJ3258'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3258
 BJ3258                          STATION RECOVERY (1982)
 BJ3258
 BJ3258'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3258'2.9 KM (1.8 MI) NNW FROM COVINGTON.
 BJ3258'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 NORTH OF
 BJ3258'COVINGTON GO WEST 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT OF U.S.
 BJ3258'190 ON THE BACK SLOPE OF DITCH, 22.3 METERS (73 FT) EAST-NORTHEAST OF
 BJ3258'THE EAST END OF A CEMENT DITCH, 15.8 METERS (52 FT) SOUTH-SOUTHEAST OF
 BJ3258'THE CENTER OF U.S. 190, 13 METERS (42.5 FT) NORTH-NORTHWEST OF A
 BJ3258'13-INCH PINE TREE.
 BJ3258'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ3258'THE MARK IS 0.43 M BELOW U.S. 190.
 BJ3258
 BJ3258                          STATION RECOVERY (2003)
 BJ3258
 BJ3258'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ3258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3259 ***********************************************************************
 BJ3259  DESIGNATION -  52 H 065 LADH
 BJ3259  PID         -  BJ3259
 BJ3259  STATE/COUNTY-  LA/ST TAMMANY
 BJ3259  USGS QUAD   -  COVINGTON (1994)
 BJ3259
 BJ3259                         *CURRENT SURVEY CONTROL
 BJ3259  ___________________________________________________________________
 BJ3259* NAD 83(1992)-  30 29 33.72568(N)    090 07 18.66731(W)     ADJUSTED  
 BJ3259* NAVD 88     -         8.835  (meters)      28.99   (feet)  ADJUSTED  
 BJ3259  ___________________________________________________________________
 BJ3259  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BJ3259  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ3259  DYNAMIC HT  -           8.824 (meters)      28.95  (feet)  COMP
 BJ3259  MODELED GRAV-     979,357.2   (mgal)                       NAVD 88
 BJ3259
 BJ3259  HORZ ORDER  -  SECOND
 BJ3259  VERT ORDER  -  SECOND    CLASS I
 BJ3259
 BJ3259.The horizontal coordinates were established by classical geodetic methods
 BJ3259.and adjusted by the National Geodetic Survey in January 1993..
 BJ3259
 BJ3259.The orthometric height was determined by differential leveling
 BJ3259.and adjusted by the National Geodetic Survey in February 1994..
 BJ3259
 BJ3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3259
 BJ3259.The geoid height was determined by GEOID03.
 BJ3259
 BJ3259.The dynamic height is computed by dividing the NAVD 88
 BJ3259.geopotential number by the normal gravity value computed on the
 BJ3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3259.degrees latitude (g = 980.6199 gals.).
 BJ3259
 BJ3259.The modeled gravity was interpolated from observed gravity values.
 BJ3259
 BJ3259;                    North         East     Units Scale Factor Converg.
 BJ3259;SPC LA S     -   221,497.059 1,116,303.056   MT  0.99996247   +0 36 20.7
 BJ3259;SPC LA S     -   726,694.93  3,662,404.28   sFT  0.99996247   +0 36 20.7
 BJ3259;UTM  15      - 3,376,905.565   776,265.981   MT  1.00054166   +1 27 41.0
 BJ3259
 BJ3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3259!SPC LA S     -   1.00000285  x   0.99996247  =   0.99996532
 BJ3259!UTM  15      -   1.00000285  x   1.00054166  =   1.00054451
 BJ3259
 BJ3259                          SUPERSEDED SURVEY CONTROL
 BJ3259
 BJ3259  NAD 83(1992)-  30 29 33.74003(N)    090 07 18.66466(W) AD(       ) 2
 BJ3259  NGVD 29 (09/03/91)    8.82   (m)           28.9    (f) LEVELING    3  
 BJ3259
 BJ3259.Superseded values are not recommended for survey control.
 BJ3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3259.See file dsdata.txt to determine how the superseded data were derived.
 BJ3259
 BJ3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7626676906(NAD 83)
 BJ3259_MARKER: DE = TRAVERSE STATION DISK
 BJ3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3259_SP_SET: CONCRETE POST
 BJ3259_STAMPING: 52H065 1979
 BJ3259_MARK LOGO: LADH  
 BJ3259_PROJECTION: FLUSH
 BJ3259_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3259+STABILITY: SURFACE MOTION
 BJ3259
 BJ3259  HISTORY     - Date     Condition        Report By
 BJ3259  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3259  HISTORY     - 1982     GOOD             LADTD
 BJ3259  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BJ3259
 BJ3259                          STATION DESCRIPTION
 BJ3259
 BJ3259'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3259'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 38, T6S,
 BJ3259'R11E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3259'DEVELOPMENT.
 BJ3259'
 BJ3259'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 190 AND STATE
 BJ3259'HIGHWAY 25, DRIVE WEST ALONG U S 190 FOR 1.9 KM (1.2 MILES) TO THE
 BJ3259'STATION MARK ON THE LEFT IN FRONT OF LACOX, INC. PROPANE GAS STORAGE
 BJ3259'TANKS.
 BJ3259'
 BJ3259'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3259'LADTD) DISK STAMPED---52H065 1979--- SET INTO THE TOP OF A ROUND
 BJ3259'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3259'24.4 METERS NE FROM THE CENTER OF A DOUBLE CHAIN LINK GATE, 20.7
 BJ3259'METERS NW FROM THE EAST END OF A CHAIN LINK FENCE, 18.4 METERS S FROM
 BJ3259'THE CENTER OF U S HIGHWAY 190, 4.6 METERS SW FROM THE WEST END OF A
 BJ3259'CEMENT CULVERT, AND 0.6 METERS E FROM A METAL WITNESS POST WITH SIGN
 BJ3259'ATTACHED.
 BJ3259'
 BJ3259'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3259'(NOW LADTD) DISK STAMPED---52H065 1979--- SET INTO AN IRREGULAR
 BJ3259'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3259
 BJ3259                          STATION RECOVERY (1982)
 BJ3259
 BJ3259'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3259'3.1 KM (1.9 MI) NW FROM COVINGTON.
 BJ3259'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 GO WEST ALONG
 BJ3259'U.S. 190 FOR 1.9 KM (1.2 MILES) TO THE STATION ON THE LEFT, 24.4
 BJ3259'METERS (80 FT) NORTHEAST OF THE CENTER OF A CHAIN LINK GATE INTO LACOX
 BJ3259'INCORPORATED GAS TANKS, 20.7 METERS (68 FT) NORTHWEST OF THE EAST END
 BJ3259'OF A CHAIN LINK FENCE, 18.4 METERS (60.5 FT) SOUTH OF CENTER OF U.S.
 BJ3259'190, 4.6 METERS (15 FT) SOUTHWEST OF THE WEST END OF A CEMENT CULVERT.
 BJ3259'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3259'THE MARK IS 0.91 M BELOW U.S. 190.
 BJ3259
 BJ3259                          STATION RECOVERY (2003)
 BJ3259
 BJ3259'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ3259'A NEW COUNTY WATER SYSTEM HAS BEEN INSTALLED RECENTLY.THE WITNESS POST
 BJ3259'IS THERE, UNABLE TO RECOVER MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3260 ***********************************************************************
 BJ3260  DESIGNATION -  52 H 066
 BJ3260  PID         -  BJ3260
 BJ3260  STATE/COUNTY-  LA/ST TAMMANY
 BJ3260  USGS QUAD   -  MADISONVILLE (1979)
 BJ3260
 BJ3260                         *CURRENT SURVEY CONTROL
 BJ3260  ___________________________________________________________________
 BJ3260* NAD 83(1992)-  30 29 31.16748(N)    090 08 20.40823(W)     ADJUSTED  
 BJ3260* NAVD 88     -         9.595  (meters)      31.48   (feet)  ADJUSTED  
 BJ3260  ___________________________________________________________________
 BJ3260  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BJ3260  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3260  DYNAMIC HT  -           9.583 (meters)      31.44  (feet)  COMP
 BJ3260  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 BJ3260
 BJ3260  HORZ ORDER  -  SECOND
 BJ3260  VERT ORDER  -  FIRST     CLASS II
 BJ3260
 BJ3260.The horizontal coordinates were established by classical geodetic methods
 BJ3260.and adjusted by the National Geodetic Survey in January 1993..
 BJ3260
 BJ3260.The orthometric height was determined by differential leveling
 BJ3260.and adjusted by the National Geodetic Survey in February 1994..
 BJ3260
 BJ3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3260
 BJ3260.The geoid height was determined by GEOID03.
 BJ3260
 BJ3260.The dynamic height is computed by dividing the NAVD 88
 BJ3260.geopotential number by the normal gravity value computed on the
 BJ3260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3260.degrees latitude (g = 980.6199 gals.).
 BJ3260
 BJ3260.The modeled gravity was interpolated from observed gravity values.
 BJ3260
 BJ3260;                    North         East     Units Scale Factor Converg.
 BJ3260;SPC LA S     -   221,401.004 1,114,657.500   MT  0.99996236   +0 35 49.9
 BJ3260;SPC LA S     -   726,379.79  3,657,005.48   sFT  0.99996236   +0 35 49.9
 BJ3260;UTM  15      - 3,376,784.881   774,621.100   MT  1.00053048   +1 27 09.5
 BJ3260
 BJ3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3260!SPC LA S     -   1.00000273  x   0.99996236  =   0.99996509
 BJ3260!UTM  15      -   1.00000273  x   1.00053048  =   1.00053321
 BJ3260
 BJ3260                          SUPERSEDED SURVEY CONTROL
 BJ3260
 BJ3260  NAD 83(1992)-  30 29 31.18251(N)    090 08 20.40575(W) AD(       ) 2
 BJ3260  NGVD 29 (09/03/91)    9.58   (m)           31.4    (f) LEVELING    3  
 BJ3260
 BJ3260.Superseded values are not recommended for survey control.
 BJ3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3260.See file dsdata.txt to determine how the superseded data were derived.
 BJ3260
 BJ3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7462176785(NAD 83)
 BJ3260_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3260_SP_SET: CONCRETE POST
 BJ3260_STAMPING: 52 H 066 1979
 BJ3260_MARK LOGO: LADH  
 BJ3260_PROJECTION: FLUSH
 BJ3260_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3260+STABILITY: SURFACE MOTION
 BJ3260
 BJ3260  HISTORY     - Date     Condition        Report By
 BJ3260  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3260  HISTORY     - 1982     GOOD             LADTD
 BJ3260  HISTORY     - 1986     GOOD             NGS
 BJ3260  HISTORY     - 20031012 GOOD             USPSQD
 BJ3260
 BJ3260                          STATION DESCRIPTION
 BJ3260
 BJ3260'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3260'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 30, T6S,
 BJ3260'R11E.  OWNERSHIP--  THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3260'DEVELOPMENT.
 BJ3260'
 BJ3260'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 190 AND
 BJ3260'STATE HIGHWAY 25 GO WEST ON U S HIGHWAY 190 FOR 3.5 KM (2.2 MILES) TO
 BJ3260'THE STATION ON THE LEFT IN THE SHOULDER OF THE HIGHWAY.
 BJ3260'
 BJ3260'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3260'LADTD) DISK STAMPED---52H066 1979--- SET INTO THE TOP OF A ROUND
 BJ3260'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3260'22.6 METERS ENE FROM A TELEPHONE REPAIR BOX., 18.6 METERS WNW FROM AN
 BJ3260'8-INCH PINE TREE., 7.2 METERS S FROM THE CENTER OF U S HIGHWAY 190.,
 BJ3260'AND 0.8 METERS N FROM A POWER POLE WITH WITNESS SIGN ATTACHED.
 BJ3260'
 BJ3260'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3260'(NOW LADTD) DISK STAMPED---52H066 1979--- SET INTO AN IRREGULAR MASS
 BJ3260'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3260
 BJ3260                          STATION RECOVERY (1982)
 BJ3260
 BJ3260'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3260'4.3 KM (2.7 MI) WNW FROM COVINGTON.
 BJ3260'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 GO WEST ALONG
 BJ3260'U.S. 190 FOR 3.5 KM (2.2 MI) TO THE STATION ON THE LEFT IN THE
 BJ3260'SHOULDER OF HIGHWAY, 22.6 METERS (74 FT) EAST-NORTHEAST OF A TELEPHONE
 BJ3260'REPAIR BOX, 18.6 METERS (61 FT) WEST-NORTHWEST OF A 8-INCH PINE TREE,
 BJ3260'7.2 METERS (23.5 FT) SOUTH OF THE CENTER OF U.S. 190, 0.8 METER
 BJ3260'(2.5 FT) NORTH OF POWER POLE WITH METAL WITNESS SIGN.
 BJ3260'THE MARK IS 0.76 METERS  N FROM  POWER POLE
 BJ3260'THE MARK IS 0.40 M BELOW U.S. 190.
 BJ3260
 BJ3260                          STATION RECOVERY (1986)
 BJ3260
 BJ3260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3260'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KM (0.4
 BJ3260'MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE COVINGTON HIGH SCHOOL ON
 BJ3260'THE WEST SIDE OF COVINGTON TO THE MARK ON THE LEFT.  IT 7.1 METERS
 BJ3260'(23.5 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190 AND 0.6 METERS
 BJ3260'(2.0 FT) NORTH OF A POWER POLE WITH A WITNESS SIGN ON WEST SIDE.
 BJ3260'THE MARK IS 0.61 METERS  N FROM  A WITNESS POST
 BJ3260'THE MARK IS 0.30 M BELOW HIGHWAY 190.
 BJ3260
 BJ3260                          STATION RECOVERY (2003)
 BJ3260
 BJ3260'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ3260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3261 ***********************************************************************
 BJ3261  DESIGNATION -  52 H 067
 BJ3261  PID         -  BJ3261
 BJ3261  STATE/COUNTY-  LA/ST TAMMANY
 BJ3261  USGS QUAD   -  MADISONVILLE (1979)
 BJ3261
 BJ3261                         *CURRENT SURVEY CONTROL
 BJ3261  ___________________________________________________________________
 BJ3261* NAD 83(1992)-  30 29 35.13289(N)    090 09 20.33219(W)     ADJUSTED  
 BJ3261* NAVD 88     -         8.752  (meters)      28.71   (feet)  ADJUSTED  
 BJ3261  ___________________________________________________________________
 BJ3261  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BJ3261  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3261  DYNAMIC HT  -           8.741 (meters)      28.68  (feet)  COMP
 BJ3261  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ3261
 BJ3261  HORZ ORDER  -  SECOND
 BJ3261  VERT ORDER  -  FIRST     CLASS II
 BJ3261
 BJ3261.The horizontal coordinates were established by classical geodetic methods
 BJ3261.and adjusted by the National Geodetic Survey in January 1993..
 BJ3261
 BJ3261.The orthometric height was determined by differential leveling
 BJ3261.and adjusted by the National Geodetic Survey in February 1994..
 BJ3261
 BJ3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3261
 BJ3261.The geoid height was determined by GEOID03.
 BJ3261
 BJ3261.The dynamic height is computed by dividing the NAVD 88
 BJ3261.geopotential number by the normal gravity value computed on the
 BJ3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3261.degrees latitude (g = 980.6199 gals.).
 BJ3261
 BJ3261.The modeled gravity was interpolated from observed gravity values.
 BJ3261
 BJ3261;                    North         East     Units Scale Factor Converg.
 BJ3261;SPC LA S     -   221,506.567 1,113,058.306   MT  0.99996253   +0 35 19.9
 BJ3261;SPC LA S     -   726,726.13  3,651,758.79   sFT  0.99996253   +0 35 19.9
 BJ3261;UTM  15      - 3,376,866.604   773,019.607   MT  1.00051966   +1 26 39.2
 BJ3261
 BJ3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3261!SPC LA S     -   1.00000286  x   0.99996253  =   0.99996539
 BJ3261!UTM  15      -   1.00000286  x   1.00051966  =   1.00052252
 BJ3261
 BJ3261                          SUPERSEDED SURVEY CONTROL
 BJ3261
 BJ3261  NAD 83(1992)-  30 29 35.14793(N)    090 09 20.32987(W) AD(       ) 2
 BJ3261  NGVD 29 (09/03/91)    8.74   (m)           28.7    (f) LEVELING    3  
 BJ3261
 BJ3261.Superseded values are not recommended for survey control.
 BJ3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3261.See file dsdata.txt to determine how the superseded data were derived.
 BJ3261
 BJ3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7302076867(NAD 83)
 BJ3261_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3261_SP_SET: CONCRETE POST
 BJ3261_STAMPING: 52 H 067 1979
 BJ3261_MARK LOGO: LADH  
 BJ3261_PROJECTION: FLUSH
 BJ3261_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3261+STABILITY: SURFACE MOTION
 BJ3261
 BJ3261  HISTORY     - Date     Condition        Report By
 BJ3261  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3261  HISTORY     - 1982     GOOD             LADTD
 BJ3261  HISTORY     - 1986     GOOD             NGS
 BJ3261
 BJ3261                          STATION DESCRIPTION
 BJ3261
 BJ3261'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3261'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 25, T6S,
 BJ3261'RIDE.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3261'DEVELOPMENT.
 BJ3261'
 BJ3261'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 190 AND
 BJ3261'STATE HIGHWAY 25 IN NORTH COVINGTON GO WEST ON U S 190 FOR 4.8 KM (3
 BJ3261'MILES) TO THE STATION ON THE LEFT NEAR A GRAVEL DRIVE.
 BJ3261'
 BJ3261'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3261'LADTD) DISK STAMPED---52H067 1979--- SET INTO THE TOP OF A ROUND
 BJ3261'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.9
 BJ3261'METERS NE FROM THE CENTER OF A METAL GATE., 7.5 METERS S FROM THE
 BJ3261'CENTER OF U S 190., 6.6 METERS N FROM THE EAST END OF A CEMENT
 BJ3261'CULVERT UNDER THE DRIVE., 4.0 METERS E FROM THE CENTER OF THE GRAVEL
 BJ3261'DRIVE., AND 0.6 METERS W FROM A METAL WITNESS POST AND SIGN.
 BJ3261'
 BJ3261'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3261'(NOW LADTD) DISK STAMPED---52H067 1979--- SET INTO AN IRREGULAR MASS
 BJ3261'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3261
 BJ3261                          STATION RECOVERY (1982)
 BJ3261
 BJ3261'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3261'6.1 KM (3.8 MI) WNW FROM COVINGTON.
 BJ3261'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 GO WEST ALONG
 BJ3261'U.S. 190 FOR 5.1 KM (3.2 MI) TO THE STATION ON THE LEFT IN THE
 BJ3261'SHOULDER OF HIGHWAY, 7.9 METERS (2.6 FT) NORTHEAST OF THE CENTER OF A
 BJ3261'METAL GATE, 7.5 METERS (24.5 FT) SOUTH OF THE CENTER OF U.S. 190, 6.6
 BJ3261'METERS (21.5 FT) NORTH OF THE EAST END OF A CEMENT CULVERT, 4 METERS
 BJ3261'(13 FT) EAST OF THE CENTER OF A GRAVEL DRIVE.
 BJ3261'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3261'THE MARK IS 0.30 M BELOW U.S. 190.
 BJ3261
 BJ3261                          STATION RECOVERY (1986)
 BJ3261
 BJ3261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3261'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KM (1.4
 BJ3261'MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE COVINGTON HIGH SCHOOL ON
 BJ3261'THE WEST SIDE OF COVINGTON TO THE MARK ON THE LEFT.  IT 7.3 METERS
 BJ3261'(24.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190 AND 3.9 METERS
 BJ3261'(13.0 FT) EAST OF THE CENTER OF REVERE ROAD.
 BJ3261'THE MARK IS 0.60 METERS  W FROM  A WITNESS POST
 BJ3261'THE MARK IS 0.18 M BELOW HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3262 ***********************************************************************
 BJ3262  DESIGNATION -  52 H 068
 BJ3262  PID         -  BJ3262
 BJ3262  STATE/COUNTY-  LA/ST TAMMANY
 BJ3262  USGS QUAD   -  MADISONVILLE (1979)
 BJ3262
 BJ3262                         *CURRENT SURVEY CONTROL
 BJ3262  ___________________________________________________________________
 BJ3262* NAD 83(1992)-  30 29 39.30882(N)    090 10 15.99466(W)     ADJUSTED  
 BJ3262* NAVD 88     -        10.236  (meters)      33.58   (feet)  ADJUSTED  
 BJ3262  ___________________________________________________________________
 BJ3262  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BJ3262  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ3262  DYNAMIC HT  -          10.223 (meters)      33.54  (feet)  COMP
 BJ3262  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 BJ3262
 BJ3262  HORZ ORDER  -  SECOND
 BJ3262  VERT ORDER  -  FIRST     CLASS II
 BJ3262
 BJ3262.The horizontal coordinates were established by classical geodetic methods
 BJ3262.and adjusted by the National Geodetic Survey in January 1993..
 BJ3262
 BJ3262.The orthometric height was determined by differential leveling
 BJ3262.and adjusted by the National Geodetic Survey in February 1994..
 BJ3262
 BJ3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3262
 BJ3262.The geoid height was determined by GEOID03.
 BJ3262
 BJ3262.The dynamic height is computed by dividing the NAVD 88
 BJ3262.geopotential number by the normal gravity value computed on the
 BJ3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3262.degrees latitude (g = 980.6199 gals.).
 BJ3262
 BJ3262.The modeled gravity was interpolated from observed gravity values.
 BJ3262
 BJ3262;                    North         East     Units Scale Factor Converg.
 BJ3262;SPC LA S     -   221,619.996 1,111,572.713   MT  0.99996270   +0 34 52.1
 BJ3262;SPC LA S     -   727,098.27  3,646,884.81   sFT  0.99996270   +0 34 52.1
 BJ3262;UTM  15      - 3,376,957.895   771,531.667   MT  1.00050966   +1 26 11.1
 BJ3262
 BJ3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3262!SPC LA S     -   1.00000263  x   0.99996270  =   0.99996533
 BJ3262!UTM  15      -   1.00000263  x   1.00050966  =   1.00051229
 BJ3262
 BJ3262                          SUPERSEDED SURVEY CONTROL
 BJ3262
 BJ3262  NAD 83(1992)-  30 29 39.32333(N)    090 10 15.99254(W) AD(       ) 2
 BJ3262  NGVD 29 (09/03/91)   10.22   (m)           33.5    (f) LEVELING    3  
 BJ3262
 BJ3262.Superseded values are not recommended for survey control.
 BJ3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3262.See file dsdata.txt to determine how the superseded data were derived.
 BJ3262
 BJ3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7153276958(NAD 83)
 BJ3262_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3262_SP_SET: CONCRETE POST
 BJ3262_STAMPING: 52 H 068 1979
 BJ3262_MARK LOGO: LADH  
 BJ3262_PROJECTION: FLUSH
 BJ3262_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3262+STABILITY: SURFACE MOTION
 BJ3262
 BJ3262  HISTORY     - Date     Condition        Report By
 BJ3262  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3262  HISTORY     - 1982     GOOD             LADTD
 BJ3262  HISTORY     - 1986     GOOD             NGS
 BJ3262
 BJ3262                          STATION DESCRIPTION
 BJ3262
 BJ3262'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3262'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 26, T6S,
 BJ3262'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3262'DEVELOPMENT.
 BJ3262'
 BJ3262'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 190 AND STATE
 BJ3262'HIGHWAY 25 IN NORTH COVINGTON. DRIVE WEST ALONG U S 190 FOR 6.4 KM (4
 BJ3262'MILES) TO THE STATION ON THE RIGHT NEAR THE WEST END OF THE
 BJ3262'TCHEFUNCTE RIVER BRIDGE.
 BJ3262'
 BJ3262'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3262'LADTD) DISK STAMPED---52H068 1979--- SET INTO THE TOP OF A ROUND
 BJ3262'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3262'35.1 METERS E FROM THE WEST END OF A METAL GUARD RAIL, 12.3 METERS SW
 BJ3262'FROM A RIGHT-OF-WAY MARKER, 7.5 METERS N FROM THE CENTER OF U S 190,
 BJ3262'2.6 METERS N FROM THE WEST CORNER OF THE TCHEFUNCTE RIVER BRIDGE, AND
 BJ3262'0.6 METERS W FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3262'
 BJ3262'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3262'(NOW LADTD) DISK STAMPED---52H068 1979--- SET INTO AN IRREGULAR
 BJ3262'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3262
 BJ3262                          STATION RECOVERY (1982)
 BJ3262
 BJ3262'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3262'7.6 KM (4.7 MI) WNW FROM COVINGTON.
 BJ3262'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 25 GO WEST ALONG
 BJ3262'U.S. 190 FOR 6.4 KM (4 MI) TO THE STATION ON THE RIGHT NEAR THE WEST
 BJ3262'END OF THE TCHEFUNCTE RIVER BRIDGE, 35.1 METERS (115 FT) EAST OF THE
 BJ3262'WEST END OF A METAL GUARDRAIL, 12.3 METERS (40.5 FT) SOUTHWEST OF A
 BJ3262'RIGHT-OF-WAY MARKER, 7.5 METERS (24.5 FT) NORTH OF THE CENTER OF U.S.
 BJ3262'190, 2.6 METERS (8.5 FT) NORTH OF THE WEST CORNER OF TCHEFUNCTE RIVER
 BJ3262'BRIDGE.
 BJ3262'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3262'THE MARK IS 0.55 M BELOW U.S. 190.
 BJ3262
 BJ3262                          STATION RECOVERY (1986)
 BJ3262
 BJ3262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3262'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.35
 BJ3262'MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE COVINGTON HIGH SCHOOL ON
 BJ3262'THE WEST SIDE OF COVINGTON TO THE MARK ON THE RIGHT AT THE NORTHWEST
 BJ3262'END OF A BRIDGE OVER TCHEFUNCTA RIVER.  IT IS 7.6 METERS (25.0 FT)
 BJ3262'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190 AND 0.76 METERS (2.5 FT)
 BJ3262'NORTH OF THE NORTH END OF THE ABUTMENT.
 BJ3262'THE MARK IS 0.60 METERS  W FROM  A WITNESS POST
 BJ3262'THE MARK IS 0.30 M BELOW HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3263 ***********************************************************************
 BJ3263  DESIGNATION -  52 H 069
 BJ3263  PID         -  BJ3263
 BJ3263  STATE/COUNTY-  LA/ST TAMMANY
 BJ3263  USGS QUAD   -  MADISONVILLE (1979)
 BJ3263
 BJ3263                         *CURRENT SURVEY CONTROL
 BJ3263  ___________________________________________________________________
 BJ3263* NAD 83(1992)-  30 29 42.92550(N)    090 11 15.40724(W)     ADJUSTED  
 BJ3263* NAVD 88     -         9.907  (meters)      32.50   (feet)  ADJUSTED  
 BJ3263  ___________________________________________________________________
 BJ3263  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BJ3263  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ3263  DYNAMIC HT  -           9.894 (meters)      32.46  (feet)  COMP
 BJ3263  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 BJ3263
 BJ3263  HORZ ORDER  -  SECOND
 BJ3263  VERT ORDER  -  FIRST     CLASS II
 BJ3263
 BJ3263.The horizontal coordinates were established by classical geodetic methods
 BJ3263.and adjusted by the National Geodetic Survey in January 1993..
 BJ3263
 BJ3263.The orthometric height was determined by differential leveling
 BJ3263.and adjusted by the National Geodetic Survey in February 1994..
 BJ3263
 BJ3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3263
 BJ3263.The geoid height was determined by GEOID03.
 BJ3263
 BJ3263.The dynamic height is computed by dividing the NAVD 88
 BJ3263.geopotential number by the normal gravity value computed on the
 BJ3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3263.degrees latitude (g = 980.6199 gals.).
 BJ3263
 BJ3263.The modeled gravity was interpolated from observed gravity values.
 BJ3263
 BJ3263;                    North         East     Units Scale Factor Converg.
 BJ3263;SPC LA S     -   221,715.406 1,109,987.328   MT  0.99996285   +0 34 22.3
 BJ3263;SPC LA S     -   727,411.29  3,641,683.43   sFT  0.99996285   +0 34 22.3
 BJ3263;UTM  15      - 3,377,029.669   769,944.175   MT  1.00049905   +1 25 41.0
 BJ3263
 BJ3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3263!SPC LA S     -   1.00000268  x   0.99996285  =   0.99996553
 BJ3263!UTM  15      -   1.00000268  x   1.00049905  =   1.00050173
 BJ3263
 BJ3263                          SUPERSEDED SURVEY CONTROL
 BJ3263
 BJ3263  NAD 83(1986)-  30 29 42.93923(N)    090 11 15.40531(W) AD(       ) 2
 BJ3263  NGVD 29 (09/03/91)    9.88   (m)           32.4    (f) LEVELING    3  
 BJ3263
 BJ3263.Superseded values are not recommended for survey control.
 BJ3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3263.See file dsdata.txt to determine how the superseded data were derived.
 BJ3263
 BJ3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6994477030(NAD 83)
 BJ3263_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3263_SP_SET: CONCRETE POST
 BJ3263_STAMPING: 52 H 069 1979
 BJ3263_MARK LOGO: LADH  
 BJ3263_PROJECTION: FLUSH
 BJ3263_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3263+STABILITY: SURFACE MOTION
 BJ3263
 BJ3263  HISTORY     - Date     Condition        Report By
 BJ3263  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3263  HISTORY     - 1982     GOOD             LADTD
 BJ3263  HISTORY     - 1986     GOOD             NGS
 BJ3263
 BJ3263                          STATION DESCRIPTION
 BJ3263
 BJ3263'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3263'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 27, T6S,
 BJ3263'R11E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3263'DEVELOPMENT.
 BJ3263'
 BJ3263'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 190 AND
 BJ3263'STATE HIGHWAY 1077 IN GOODBEE, GO EAST ON HIGHWAY 190 FOR 1.1 KM (0.7
 BJ3263'MILE) TO THE STATION ON THE RIGHT AT A BLACKTOP ROAD LEADING WEST.
 BJ3263'
 BJ3263'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3263'LADTD) DISK STAMPED---52H069 1979--- SET INTO THE TOP OF A ROUND
 BJ3263'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3263'52.1 METERS ESE FROM A POWER POLE., 34.1 METERS WNW FROM THE SOUTH
 BJ3263'END OF A CEMENT CULVERT UNDER HIGHWAY 190., 33.8 METERS SE FROM THE
 BJ3263'CENTER OF THE BLACKTOP ROAD., 13.9 METERS S FROM THE CENTER OF
 BJ3263'HIGHWAY 190., AND 0.6 METERS E FROM A METAL WITNESS POST AND SIGN.
 BJ3263'
 BJ3263'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3263'(NOW LADTD) DISK STAMPED---52H069 1979--- SET INTO AN IRREGULAR MASS
 BJ3263'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3263
 BJ3263                          STATION RECOVERY (1982)
 BJ3263
 BJ3263'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3263'9.2 KM (5.7 MI) WNW FROM COVINGTON.
 BJ3263'FROM THE INTERSECTION OF U.S. 190 AND STATE HIGHWAY 1077, GO EAST
 BJ3263'ALONG U.S. 190 FOR 1.1 KM (0.7 MI) TO THE STATION ON THE RIGHT IN
 BJ3263'SHOULDER OF HIGHWAY, 34.1 METERS (112 FT) WEST-NORTHWEST OF THE SOUTH
 BJ3263'END OF A CEMENT CULVERT, 52.1 METERS (171 FT) EAST-SOUTHEAST OF A
 BJ3263'POWER POLE, 33.8 METERS (111 FT) SOUTHEAST OF THE CENTER OF A BLACKTOP
 BJ3263'ROAD, 13.9 METERS (45.5 FT) SOUTH OF THE CENTER OF U.S. 190.
 BJ3263'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3263'THE MARK IS 0.85 M BELOW U.S. 190.
 BJ3263
 BJ3263                          STATION RECOVERY (1986)
 BJ3263
 BJ3263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3263'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.4 KM (3.35
 BJ3263'MI) WEST ALONG U.S. HIGHWAY 190 FROM THE COVINGTON HIGH SCHOOL ON THE
 BJ3263'WEST SIDE OF COVINGTON TO THE MARK ON THE LEFT.  IT IS 13.7 METERS
 BJ3263'(45.0 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190 AND 25.9 METERS
 BJ3263'(85.0 FT) SOUTH OF THE CENTER OF A ROAD WHERE IT MEETS U.S. HIGHWAY
 BJ3263'190.
 BJ3263'THE MARK IS 0.60 METERS  E FROM  A WITNESS POST
 BJ3263'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3268 ***********************************************************************
 BJ3268  DESIGNATION -  52 H 070 LADH
 BJ3268  PID         -  BJ3268
 BJ3268  STATE/COUNTY-  LA/ST TAMMANY
 BJ3268  USGS QUAD   -  MADISONVILLE (1979)
 BJ3268
 BJ3268                         *CURRENT SURVEY CONTROL
 BJ3268  ___________________________________________________________________
 BJ3268* NAD 83(1992)-  30 29 33.07141(N)    090 11 43.58225(W)     ADJUSTED  
 BJ3268* NAVD 88     -         9.229  (meters)      30.28   (feet)  ADJUSTED  
 BJ3268  ___________________________________________________________________
 BJ3268  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BJ3268  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3268  DYNAMIC HT  -           9.217 (meters)      30.24  (feet)  COMP
 BJ3268  MODELED GRAV-     979,358.1   (mgal)                       NAVD 88
 BJ3268
 BJ3268  HORZ ORDER  -  SECOND
 BJ3268  VERT ORDER  -  SECOND    CLASS I
 BJ3268
 BJ3268.The horizontal coordinates were established by classical geodetic methods
 BJ3268.and adjusted by the National Geodetic Survey in January 1993..
 BJ3268
 BJ3268.The orthometric height was determined by differential leveling
 BJ3268.and adjusted by the National Geodetic Survey in February 1994..
 BJ3268
 BJ3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3268
 BJ3268.The geoid height was determined by GEOID03.
 BJ3268
 BJ3268.The dynamic height is computed by dividing the NAVD 88
 BJ3268.geopotential number by the normal gravity value computed on the
 BJ3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3268.degrees latitude (g = 980.6199 gals.).
 BJ3268
 BJ3268.The modeled gravity was interpolated from observed gravity values.
 BJ3268
 BJ3268;                    North         East     Units Scale Factor Converg.
 BJ3268;SPC LA S     -   221,404.492 1,109,239.045   MT  0.99996244   +0 34 08.3
 BJ3268;SPC LA S     -   726,391.24  3,639,228.43   sFT  0.99996244   +0 34 08.3
 BJ3268;UTM  15      - 3,376,707.451   769,200.218   MT  1.00049411   +1 25 26.3
 BJ3268
 BJ3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3268!SPC LA S     -   1.00000278  x   0.99996244  =   0.99996522
 BJ3268!UTM  15      -   1.00000278  x   1.00049411  =   1.00049690
 BJ3268
 BJ3268                          SUPERSEDED SURVEY CONTROL
 BJ3268
 BJ3268  NAD 83(1992)-  30 29 33.08487(N)    090 11 43.58042(W) AD(       ) 2
 BJ3268  NGVD 29 (09/03/91)    9.20   (m)           30.2    (f) LEVELING    3  
 BJ3268
 BJ3268.Superseded values are not recommended for survey control.
 BJ3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3268.See file dsdata.txt to determine how the superseded data were derived.
 BJ3268
 BJ3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6920076707(NAD 83)
 BJ3268_MARKER: DE = TRAVERSE STATION DISK
 BJ3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3268_SP_SET: CONCRETE POST
 BJ3268_STAMPING: 52H070 1979
 BJ3268_MARK LOGO: LADH  
 BJ3268_PROJECTION: FLUSH
 BJ3268_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3268+STABILITY: SURFACE MOTION
 BJ3268
 BJ3268  HISTORY     - Date     Condition        Report By
 BJ3268  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3268  HISTORY     - 1982     GOOD             LADTD
 BJ3268
 BJ3268                          STATION DESCRIPTION
 BJ3268
 BJ3268'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3268'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 28, T6S,
 BJ3268'R11E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3268'DEVELOPMENT.
 BJ3268'
 BJ3268'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1077 AND
 BJ3268'U S HIGHWAY 190. GO SOUTH ALONG HIGHWAY 1077 FOR 1.3 KM (0.8 MILES)
 BJ3268'TO THE STATION ON THE LEFT IN THE SHOULDER OF HIGHWAY 1077 IN SOUTH
 BJ3268'GOODBEE.
 BJ3268'
 BJ3268'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3268'LADTD) DISK STAMPED---52H070 1979--- SET INTO THE TOP OF A ROUND
 BJ3268'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3268'37.5 METERS SSE FROM A POWER POLE., 5.8 METERS NNW FROM A GRAVEL
 BJ3268'DRIVE., 4.6 METERS ENE FROM THE CENTER OF HIGHWAY 1077., 4.0 METERS
 BJ3268'NW FROM THE NORTH END OF A METAL CULVERT ON GRAVEL DRIVE., AND 0.6
 BJ3268'METERS WSW FROM A METAL WITNESS POST AND SIGN.
 BJ3268'
 BJ3268'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3268'(NOW LADTD) DISK STAMPED---52H070 1979--- SET INTO AN IRREGULAR MASS
 BJ3268'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3268
 BJ3268                          STATION RECOVERY (1982)
 BJ3268
 BJ3268'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3268'9.7 KM (6 MI) WNW FROM COVINGTON.
 BJ3268'FROM THE INTERSECTION OF STATE HIGHWAY 1077 AND U.S. 190 AT GOODBEE,
 BJ3268'GO SOUTH ALONG STATE HIGHWAY 1077 FOR 1.3 KM (0.8 MI) TO THE STATION
 BJ3268'ON THE LEFT IN SHOULDER OF HIGHWAY, 37.5 METERS (123 FT) SOUTH
 BJ3268'SOUTHEAST OF A POWER POLE, 5.8 METERS (19 FT) NORTH-NORTHWEST OF THE
 BJ3268'CENTER OF A GRAVEL DRIVE, 4.6 METERS (15 FT) EAST-NORTHEAST OF THE
 BJ3268'CENTER OF STATE HIGHWAY 1077, 4 METERS (13 FT) NORTHWEST OF THE NORTH
 BJ3268'END OF A METAL CULVERT UNDER GRAVEL DRIVE.
 BJ3268'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3268'THE MARK IS 0.15 M BELOW LA 1077.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3269 ***********************************************************************
 BJ3269  DESIGNATION -  52 H 071 LADH
 BJ3269  PID         -  BJ3269
 BJ3269  STATE/COUNTY-  LA/ST TAMMANY
 BJ3269  USGS QUAD   -  MADISONVILLE (1979)
 BJ3269
 BJ3269                         *CURRENT SURVEY CONTROL
 BJ3269  ___________________________________________________________________
 BJ3269* NAD 83(1992)-  30 28 48.91518(N)    090 11 21.35288(W)     ADJUSTED  
 BJ3269* NAVD 88     -         7.846  (meters)      25.74   (feet)  ADJUSTED  
 BJ3269  ___________________________________________________________________
 BJ3269  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BJ3269  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ3269  DYNAMIC HT  -           7.836 (meters)      25.71  (feet)  COMP
 BJ3269  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 BJ3269
 BJ3269  HORZ ORDER  -  SECOND
 BJ3269  VERT ORDER  -  SECOND    CLASS I
 BJ3269
 BJ3269.The horizontal coordinates were established by classical geodetic methods
 BJ3269.and adjusted by the National Geodetic Survey in January 1993..
 BJ3269
 BJ3269.The orthometric height was determined by differential leveling
 BJ3269.and adjusted by the National Geodetic Survey in February 1994..
 BJ3269
 BJ3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3269
 BJ3269.The geoid height was determined by GEOID03.
 BJ3269
 BJ3269.The dynamic height is computed by dividing the NAVD 88
 BJ3269.geopotential number by the normal gravity value computed on the
 BJ3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3269.degrees latitude (g = 980.6199 gals.).
 BJ3269
 BJ3269.The modeled gravity was interpolated from observed gravity values.
 BJ3269
 BJ3269;                    North         East     Units Scale Factor Converg.
 BJ3269;SPC LA S     -   220,050.740 1,109,845.391   MT  0.99996063   +0 34 19.4
 BJ3269;SPC LA S     -   721,949.80  3,641,217.75   sFT  0.99996063   +0 34 19.4
 BJ3269;UTM  15      - 3,375,362.176   769,827.026   MT  1.00049828   +1 25 35.7
 BJ3269
 BJ3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3269!SPC LA S     -   1.00000300  x   0.99996063  =   0.99996363
 BJ3269!UTM  15      -   1.00000300  x   1.00049828  =   1.00050128
 BJ3269
 BJ3269                          SUPERSEDED SURVEY CONTROL
 BJ3269
 BJ3269  NAD 83(1986)-  30 28 48.92892(N)    090 11 21.35128(W) AD(       ) 2
 BJ3269  NGVD 29 (09/03/91)    7.82   (m)           25.7    (f) LEVELING    3  
 BJ3269
 BJ3269.Superseded values are not recommended for survey control.
 BJ3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3269.See file dsdata.txt to determine how the superseded data were derived.
 BJ3269
 BJ3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6982775362(NAD 83)
 BJ3269_MARKER: DE = TRAVERSE STATION DISK
 BJ3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3269_SP_SET: CONCRETE POST
 BJ3269_STAMPING: 52H071 1979
 BJ3269_MARK LOGO: LADH  
 BJ3269_PROJECTION: RECESSED 20 CENTIMETERS
 BJ3269_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3269+STABILITY: SURFACE MOTION
 BJ3269
 BJ3269  HISTORY     - Date     Condition        Report By
 BJ3269  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3269  HISTORY     - 1982     GOOD             LADTD
 BJ3269
 BJ3269                          STATION DESCRIPTION
 BJ3269
 BJ3269'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3269'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 34, T6S,
 BJ3269'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3269'DEVELOPMENT.
 BJ3269'
 BJ3269'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 12 AND STATE
 BJ3269'HIGHWAY 1077 SOUTH OF GOODBEE GO NORTH ON HIGHWAY 1077 FOR 2.6 KM
 BJ3269'(1.6 MILES) TO THE STATION ON THE LEFT IN THE SHOULDER OF HIGHWAY
 BJ3269'1077.
 BJ3269'
 BJ3269'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3269'LADTD) DISK STAMPED---52H071 1979--- SET INTO THE TOP OF A ROUND
 BJ3269'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED  15 CM BELOW THE GROUND
 BJ3269'LOCATED 46.6 METERS SSE FROM A RIGHT-OF-WAY MARKER., 18.6 METERS S
 BJ3269'FROM A POWER POLE., 4.6 METERS NW FROM A FENCE., 4.4 METERS SW FROM
 BJ3269'THE CENTER OF HIGHWAY 1077., AND 0.6 METERS NW FROM A METAL WITNESS
 BJ3269'POST AND SIGN.
 BJ3269'
 BJ3269'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3269'(NOW LADTD) DISK STAMPED---52H071 1979--- SET INTO AN IRREGULAR MASS
 BJ3269'OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BJ3269
 BJ3269                          STATION RECOVERY (1982)
 BJ3269
 BJ3269'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3269'9 KM (5.6 MI) WEST FROM COVINGTON.
 BJ3269'FROM THE INTERSECTION OF INTERSTATE 12 AND STATE HIGHWAY 1077
 BJ3269'SOUTHWEST OF COVINGTON, GO NORTH ALONG STATE HIGHWAY 1077 FOR 2.6 KM
 BJ3269'(1.6 MI) TO THE STATION ON THE LEFT IN THE SHOULDER OF HIGHWAY, 46.6
 BJ3269'METERS (153 FT) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY MARKER, 18.6 METERS
 BJ3269'(61 FT) SOUTH OF A POWER POLE, 4.6 METERS (15 FT) NORTHWEST OF A
 BJ3269'RIGHT-OF-WAY FENCE, 4.4 METERS (14.5 FT) SOUTHWEST OF THE CENTER OF
 BJ3269'STATE HIGHWAY 1077.
 BJ3269'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BJ3269'THE MARK IS 0.20 M BELOW LA 1077.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3270 ***********************************************************************
 BJ3270  DESIGNATION -  52 H 072 LADH
 BJ3270  PID         -  BJ3270
 BJ3270  STATE/COUNTY-  LA/ST TAMMANY
 BJ3270  USGS QUAD   -  MADISONVILLE (1979)
 BJ3270
 BJ3270                         *CURRENT SURVEY CONTROL
 BJ3270  ___________________________________________________________________
 BJ3270* NAD 83(1992)-  30 28 01.90580(N)    090 10 56.88998(W)     ADJUSTED  
 BJ3270* NAVD 88     -         6.911  (meters)      22.67   (feet)  ADJUSTED  
 BJ3270  ___________________________________________________________________
 BJ3270  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BJ3270  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ3270  DYNAMIC HT  -           6.902 (meters)      22.64  (feet)  COMP
 BJ3270  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 BJ3270
 BJ3270  HORZ ORDER  -  SECOND
 BJ3270  VERT ORDER  -  SECOND    CLASS I
 BJ3270
 BJ3270.The horizontal coordinates were established by classical geodetic methods
 BJ3270.and adjusted by the National Geodetic Survey in January 1993..
 BJ3270
 BJ3270.The orthometric height was determined by differential leveling
 BJ3270.and adjusted by the National Geodetic Survey in February 1994..
 BJ3270
 BJ3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3270
 BJ3270.The geoid height was determined by GEOID03.
 BJ3270
 BJ3270.The dynamic height is computed by dividing the NAVD 88
 BJ3270.geopotential number by the normal gravity value computed on the
 BJ3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3270.degrees latitude (g = 980.6199 gals.).
 BJ3270
 BJ3270.The modeled gravity was interpolated from observed gravity values.
 BJ3270
 BJ3270;                    North         East     Units Scale Factor Converg.
 BJ3270;SPC LA S     -   218,609.771 1,110,512.339   MT  0.99995875   +0 34 31.6
 BJ3270;SPC LA S     -   717,222.22  3,643,405.90   sFT  0.99995875   +0 34 31.6
 BJ3270;UTM  15      - 3,373,930.537   770,515.757   MT  1.00050287   +1 25 46.1
 BJ3270
 BJ3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3270!SPC LA S     -   1.00000314  x   0.99995875  =   0.99996189
 BJ3270!UTM  15      -   1.00000314  x   1.00050287  =   1.00050601
 BJ3270
 BJ3270                          SUPERSEDED SURVEY CONTROL
 BJ3270
 BJ3270  NAD 83(1986)-  30 28 01.91995(N)    090 10 56.88830(W) AD(       ) 2
 BJ3270  NGVD 29 (09/03/91)    6.89   (m)           22.6    (f) LEVELING    3  
 BJ3270
 BJ3270.Superseded values are not recommended for survey control.
 BJ3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3270.See file dsdata.txt to determine how the superseded data were derived.
 BJ3270
 BJ3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7051673931(NAD 83)
 BJ3270_MARKER: DE = TRAVERSE STATION DISK
 BJ3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3270_SP_SET: CONCRETE POST
 BJ3270_STAMPING: 52H072 1979
 BJ3270_MARK LOGO: LADH  
 BJ3270_PROJECTION: RECESSED 20 CENTIMETERS
 BJ3270_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3270+STABILITY: SURFACE MOTION
 BJ3270
 BJ3270  HISTORY     - Date     Condition        Report By
 BJ3270  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3270  HISTORY     - 1982     GOOD             LADTD
 BJ3270
 BJ3270                          STATION DESCRIPTION
 BJ3270
 BJ3270'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3270'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 3, T7S,
 BJ3270'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3270'DEVELOPMENT.
 BJ3270'
 BJ3270'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 12 AND STATE
 BJ3270'HIGHWAY 1077, GO NORTH ALONG HIGHWAY 1077 FOR 1.1 KM (0.7 MILES) TO
 BJ3270'THE STATION ON THE RIGHT IN THE SHOULDER OF HIGHWAY 1077. AT THE
 BJ3270'INTERSECTION OF HIGHWAY 1077 AND 1085 APPROXIMATELY 4.0 KM (2.5
 BJ3270'MILES).
 BJ3270'
 BJ3270'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3270'LADTD) DISK STAMPED---52H072 1979--- SET INTO THE TOP OF A ROUND
 BJ3270'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 15 CM BELOW THE GROUND
 BJ3270'LOCATED 27.4 METERS NNW FROM THE END OF A METAL CULVERT UNDER HIGHWAY
 BJ3270'1085., 23.6 METERS NNW FROM THE CENTER OF HIGHWAY 1085., 12.0 METERS
 BJ3270'S FROM A RIGHT-OF-WAY MARKER., 4.7 METERS E FROM CENTER OF HIGHWAY
 BJ3270'1077., AND 0.6 METERS W FROM WITNESS POST AND SIGN.
 BJ3270'
 BJ3270'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3270'(NOW LADTD) DISK STAMPED---52H072 1979--- SET INTO AN IRREGULAR MASS
 BJ3270'OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BJ3270
 BJ3270                          STATION RECOVERY (1982)
 BJ3270
 BJ3270'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3270'8.4 KM (5.2 MI) WEST FROM COVINGTON.
 BJ3270'FROM THE INTERSECTION OF INTERSTATE 12 AND STATE HIGHWAY 1077
 BJ3270'SOUTHWEST OF COVINGTON, GO NORTH ALONG STATE HIGHWAY 1077 FOR 1.1 KM
 BJ3270'(0.7 MI) TO THE STATION ON THE RIGHT IN THE SHOULDER OF HIGHWAY, 27.4
 BJ3270'METERS (90 FT) WEST-NORTHWEST OF THE NORTH END OF A METAL CULVERT
 BJ3270'UNDER STATE HIGHWAY 1085, 23.6 METERS (77.5 FT) NORTH-NORTHWEST OF THE
 BJ3270'CENTER OF STATE HIGHWAY 1085, 12 METERS (39.5 FT) SOUTH OF A
 BJ3270'RIGHT-OF-WAY MARKER, 4.7 METERS (15.5 FT) EAST OF THE CENTER OF STATE
 BJ3270'HIGHWAY 1077.
 BJ3270'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3270'THE MARK IS 0.30 M BELOW LA 1077.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3313 ***********************************************************************
 BJ3313  DESIGNATION -  52 H 073 LADH
 BJ3313  PID         -  BJ3313
 BJ3313  STATE/COUNTY-  LA/ST TAMMANY
 BJ3313  USGS QUAD   -  FOLSOM (1983)
 BJ3313
 BJ3313                         *CURRENT SURVEY CONTROL
 BJ3313  ___________________________________________________________________
 BJ3313* NAD 83(1992)-  30 37 59.65387(N)    090 11 19.66247(W)     ADJUSTED  
 BJ3313* NAVD 88     -        49.021  (meters)     160.83   (feet)  ADJUSTED  
 BJ3313  ___________________________________________________________________
 BJ3313  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BJ3313  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3313  DYNAMIC HT  -          48.958 (meters)     160.62  (feet)  COMP
 BJ3313  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ3313
 BJ3313  HORZ ORDER  -  SECOND
 BJ3313  VERT ORDER  -  SECOND    CLASS I
 BJ3313
 BJ3313.The horizontal coordinates were established by classical geodetic methods
 BJ3313.and adjusted by the National Geodetic Survey in January 1993..
 BJ3313
 BJ3313.The orthometric height was determined by differential leveling
 BJ3313.and adjusted by the National Geodetic Survey in February 1994..
 BJ3313
 BJ3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3313
 BJ3313.The geoid height was determined by GEOID03.
 BJ3313
 BJ3313.The dynamic height is computed by dividing the NAVD 88
 BJ3313.geopotential number by the normal gravity value computed on the
 BJ3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3313.degrees latitude (g = 980.6199 gals.).
 BJ3313
 BJ3313.The modeled gravity was interpolated from observed gravity values.
 BJ3313
 BJ3313;                    North         East     Units Scale Factor Converg.
 BJ3313;SPC LA S     -   237,009.865 1,109,721.080   MT  0.99998648   +0 34 20.2
 BJ3313;SPC LA S     -   777,589.87  3,640,809.91   sFT  0.99998648   +0 34 20.2
 BJ3313;UTM  15      - 3,392,326.425   769,448.647   MT  1.00049573   +1 25 59.8
 BJ3313
 BJ3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3313!SPC LA S     -   0.99999658  x   0.99998648  =   0.99998306
 BJ3313!UTM  15      -   0.99999658  x   1.00049573  =   1.00049231
 BJ3313
 BJ3313                          SUPERSEDED SURVEY CONTROL
 BJ3313
 BJ3313  NAD 83(1986)-  30 37 59.66736(N)    090 11 19.66023(W) AD(       ) 2
 BJ3313  NGVD 29 (09/03/91)   49.02   (m)          160.8    (f) LEVELING    3  
 BJ3313
 BJ3313.Superseded values are not recommended for survey control.
 BJ3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3313.See file dsdata.txt to determine how the superseded data were derived.
 BJ3313
 BJ3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6944992326(NAD 83)
 BJ3313_MARKER: DE = TRAVERSE STATION DISK
 BJ3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3313_SP_SET: CONCRETE POST
 BJ3313_STAMPING: 52H073 1979
 BJ3313_MARK LOGO: LADH  
 BJ3313_PROJECTION: RECESSED 10 CENTIMETERS
 BJ3313_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3313+STABILITY: SURFACE MOTION
 BJ3313
 BJ3313  HISTORY     - Date     Condition        Report By
 BJ3313  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3313  HISTORY     - 1982     GOOD             LADTD
 BJ3313
 BJ3313                          STATION DESCRIPTION
 BJ3313
 BJ3313'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3313'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, T5S,
 BJ3313'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3313'DEVELOPMENT.
 BJ3313'
 BJ3313'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3313'40 IN FOLSOM.  DRIVE NORTH ALONG HIGHWAY 25 FOR 0.3 KM (0.2 MILE) TO
 BJ3313'THE STATION ON THE LEFT IN THE SHOULDER OF THE ROAD.
 BJ3313'
 BJ3313'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3313'LADTD) DISK STAMPED---52H073 1979--- SET INTO THE TOP OF A ROUND
 BJ3313'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3313'24.4 METERS N FROM A POWER POLE WITH 3 TRANSFORMERS, 19.2 METERS NE
 BJ3313'FROM THE NORTHEAST CORNER OF A WOOD FRAME HOUSE, 12.3 METERS SSW FROM
 BJ3313'CENTER OF HIGHWAY 25., 3.5 METERS NNW FROM CENTER OF GRAVEL DRIVE,
 BJ3313'AND 1.7 METERS SSE FROM A METAL WITNESS POST AND SIGN.
 BJ3313'
 BJ3313'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3313'(NOW LADTD) DISK STAMPED---52H073 1979--- SET INTO AN IRREGULAR MASS
 BJ3313'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3313
 BJ3313                          STATION RECOVERY (1982)
 BJ3313
 BJ3313'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3313'0.3 KM (0.2 MI) NORTH FROM FOLSOM.
 BJ3313'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ON
 BJ3313'STATE HIGHWAY 25 FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT IN THE
 BJ3313'SHOULDER OF THE ROAD, 24.4 METERS (80 FT) NORTH OF A POWER POLE WITH 3
 BJ3313'TRANSFORMERS, 19.2 METERS (63 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 BJ3313'A WOOD FRAME HOUSE, 7.5 METERS (24.5 FT) SOUTH-SOUTHWEST OF THE CENTER
 BJ3313'OF STATE HIGHWAY 25, 3.5 METERS (11.5 FT) NORTH-NORTHWEST OF THE
 BJ3313'CENTER OF A GRAVEL DRIVE.
 BJ3313'THE MARK IS 1.68 METERS  SE FROM A WITNESS POST.
 BJ3313'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3314 ***********************************************************************
 BJ3314  DESIGNATION -  52 H 074 LADH
 BJ3314  PID         -  BJ3314
 BJ3314  STATE/COUNTY-  LA/ST TAMMANY
 BJ3314  USGS QUAD   -  FOLSOM (1983)
 BJ3314
 BJ3314                         *CURRENT SURVEY CONTROL
 BJ3314  ___________________________________________________________________
 BJ3314* NAD 83(1992)-  30 38 38.87002(N)    090 11 39.38159(W)     ADJUSTED  
 BJ3314* NAVD 88     -        50.969  (meters)     167.22   (feet)  ADJUSTED  
 BJ3314  ___________________________________________________________________
 BJ3314  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BJ3314  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3314  DYNAMIC HT  -          50.903 (meters)     167.00  (feet)  COMP
 BJ3314  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ3314
 BJ3314  HORZ ORDER  -  SECOND
 BJ3314  VERT ORDER  -  SECOND    CLASS I
 BJ3314
 BJ3314.The horizontal coordinates were established by classical geodetic methods
 BJ3314.and adjusted by the National Geodetic Survey in January 1993..
 BJ3314
 BJ3314.The orthometric height was determined by differential leveling
 BJ3314.and adjusted by the National Geodetic Survey in February 1994..
 BJ3314
 BJ3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3314
 BJ3314.The geoid height was determined by GEOID03.
 BJ3314
 BJ3314.The dynamic height is computed by dividing the NAVD 88
 BJ3314.geopotential number by the normal gravity value computed on the
 BJ3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3314.degrees latitude (g = 980.6199 gals.).
 BJ3314
 BJ3314.The modeled gravity was interpolated from observed gravity values.
 BJ3314
 BJ3314;                    North         East     Units Scale Factor Converg.
 BJ3314;SPC LA S     -   238,212.233 1,109,183.990   MT  0.99998859   +0 34 10.4
 BJ3314;SPC LA S     -   781,534.63  3,639,047.81   sFT  0.99998859   +0 34 10.4
 BJ3314;UTM  15      - 3,393,521.190   768,893.264   MT  1.00049204   +1 25 51.4
 BJ3314
 BJ3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3314!SPC LA S     -   0.99999628  x   0.99998859  =   0.99998487
 BJ3314!UTM  15      -   0.99999628  x   1.00049204  =   1.00048831
 BJ3314
 BJ3314                          SUPERSEDED SURVEY CONTROL
 BJ3314
 BJ3314  NAD 83(1986)-  30 38 38.88356(N)    090 11 39.37936(W) AD(       ) 2
 BJ3314  NGVD 29 (09/03/91)   50.97   (m)          167.2    (f) LEVELING    3  
 BJ3314
 BJ3314.Superseded values are not recommended for survey control.
 BJ3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3314.See file dsdata.txt to determine how the superseded data were derived.
 BJ3314
 BJ3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6889393521(NAD 83)
 BJ3314_MARKER: DE = TRAVERSE STATION DISK
 BJ3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3314_SP_SET: CONCRETE POST
 BJ3314_STAMPING: 52H074 1979
 BJ3314_MARK LOGO: LADH  
 BJ3314_PROJECTION: FLUSH
 BJ3314_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3314+STABILITY: SURFACE MOTION
 BJ3314
 BJ3314  HISTORY     - Date     Condition        Report By
 BJ3314  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3314  HISTORY     - 1982     GOOD             LADTD
 BJ3314
 BJ3314                          STATION DESCRIPTION
 BJ3314
 BJ3314'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3314'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 3, T5S,
 BJ3314'R11E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3314'DEVELOPMENT.
 BJ3314'
 BJ3314'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3314'40 IN FOLSOM. DRIVE NORTH ALONG HIGHWAY 25 FOR 1.3 KM (0.8 MILES) TO
 BJ3314'THE STATION ON THE LEFT IN FRONT OF BURRIS NURSERY.
 BJ3314'
 BJ3314'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3314'LADTD DISK STAMPED---52H074 1979---INVALID *62*RSIP CODE
 BJ3314'FLUSH WITH THE GROUND LOCATED 36.7 METERS NNW FROM CENTER OF
 BJ3314'GRAVEL DRIVE, 21.3 METERS SE FROM POWER POLE WITH 2 TRANSFORMER, 15.1
 BJ3314'METERS SSW FROM CENTER HIGHWAY 25, 4.0 METERS ENE FROM A 4 STRAIN
 BJ3314'BARB WIRE FENCE, AND 0.6 METERS SSE FROM A WITNESS POST AND SIGN.
 BJ3314'
 BJ3314'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3314'(NOW LADTD) DISK STAMPED---52H074 1979--- SET INTO AN IRREGULAR MASS
 BJ3314'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3314
 BJ3314                          STATION RECOVERY (1982)
 BJ3314
 BJ3314'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3314'1.3 KM (0.8 MI) NORTH FROM FOLSOM.
 BJ3314'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3314'STATE HIGHWAY 25 FOR 1.3 KM (0.8 MI) TO THE STATION ON THE LEFT IN
 BJ3314'FRONT OF BURRIS NURSERY, 36.7 METERS (120.5 FT) NORTH-NORTHWEST OF THE
 BJ3314'CENTER OF A GRAVEL DRIVE INTO NURSERY, 21.3 METERS (70 FT) SOUTHEAST
 BJ3314'OF A POWER POLE WITH 2 TRANSFORMERS, 15.1 METERS (49.5 FT)
 BJ3314'SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 25, 4 METERS (13 FT)
 BJ3314'EAST-NORTHEAST OF A 4-STRAND BARBED WIRE FENCE.
 BJ3314'THE MARK IS 0.61 METERS  SSE FROM A WITNESS POST.
 BJ3314'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3315 ***********************************************************************
 BJ3315  DESIGNATION -  52 H 075 LADH
 BJ3315  PID         -  BJ3315
 BJ3315  STATE/COUNTY-  LA/ST TAMMANY
 BJ3315  USGS QUAD   -  FOLSOM (1983)
 BJ3315
 BJ3315                         *CURRENT SURVEY CONTROL
 BJ3315  ___________________________________________________________________
 BJ3315* NAD 83(1992)-  30 39 03.34068(N)    090 11 50.42655(W)     ADJUSTED  
 BJ3315* NAVD 88     -        41.823  (meters)     137.21   (feet)  ADJUSTED  
 BJ3315  ___________________________________________________________________
 BJ3315  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BJ3315  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3315  DYNAMIC HT  -          41.769 (meters)     137.04  (feet)  COMP
 BJ3315  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BJ3315
 BJ3315  HORZ ORDER  -  SECOND
 BJ3315  VERT ORDER  -  SECOND    CLASS I
 BJ3315
 BJ3315.The horizontal coordinates were established by classical geodetic methods
 BJ3315.and adjusted by the National Geodetic Survey in January 1993..
 BJ3315
 BJ3315.The orthometric height was determined by differential leveling
 BJ3315.and adjusted by the National Geodetic Survey in February 1994..
 BJ3315
 BJ3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3315
 BJ3315.The geoid height was determined by GEOID03.
 BJ3315
 BJ3315.The dynamic height is computed by dividing the NAVD 88
 BJ3315.geopotential number by the normal gravity value computed on the
 BJ3315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3315.degrees latitude (g = 980.6199 gals.).
 BJ3315
 BJ3315.The modeled gravity was interpolated from observed gravity values.
 BJ3315
 BJ3315;                    North         East     Units Scale Factor Converg.
 BJ3315;SPC LA S     -   238,962.852 1,108,882.443   MT  0.99998993   +0 34 04.8
 BJ3315;SPC LA S     -   783,997.29  3,638,058.48   sFT  0.99998993   +0 34 04.8
 BJ3315;UTM  15      - 3,394,267.564   768,580.309   MT  1.00048996   +1 25 46.8
 BJ3315
 BJ3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3315!SPC LA S     -   0.99999771  x   0.99998993  =   0.99998764
 BJ3315!UTM  15      -   0.99999771  x   1.00048996  =   1.00048767
 BJ3315
 BJ3315                          SUPERSEDED SURVEY CONTROL
 BJ3315
 BJ3315  NAD 83(1986)-  30 39 03.35424(N)    090 11 50.42429(W) AD(       ) 2
 BJ3315  NGVD 29 (09/03/91)   41.83   (m)          137.2    (f) LEVELING    3  
 BJ3315
 BJ3315.Superseded values are not recommended for survey control.
 BJ3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3315.See file dsdata.txt to determine how the superseded data were derived.
 BJ3315
 BJ3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6858094268(NAD 83)
 BJ3315_MARKER: DE = TRAVERSE STATION DISK
 BJ3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3315_SP_SET: CONCRETE POST
 BJ3315_STAMPING: 52H075 1979
 BJ3315_MARK LOGO: LADH  
 BJ3315_PROJECTION: FLUSH
 BJ3315_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3315+STABILITY: SURFACE MOTION
 BJ3315
 BJ3315  HISTORY     - Date     Condition        Report By
 BJ3315  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3315  HISTORY     - 1982     GOOD             LADTD
 BJ3315
 BJ3315                          STATION DESCRIPTION
 BJ3315
 BJ3315'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3315'THE STATION IS LOCATED THE NORTHWEST QUARTER OF SECTION 3, T5S, R11E.
 BJ3315'OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3315'DEVELOPMENT.
 BJ3315'
 BJ3315'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3315'40 IN FOLSOM. GO NORTH ALONG STATE HIGHWAY 25 FOR 2.3 KM (1.4 MILES)
 BJ3315'TO THE STATION ON THE RIGHT NEAR A RIGHT-OF-WAY FENCE.
 BJ3315'
 BJ3315'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3315'LADTD) DISK STAMPED---52H075 1979--- SET INTO THE TOP OF A ROUND
 BJ3315'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3315'16.76 METERS ENE FROM THE CENTER OF HIGHWAY 25, 2.13 METERS WSW FROM
 BJ3315'A NET WIRE FENCE, 1.98 METERS S FROM A POWER POLE, AND 0.61 METERS
 BJ3315'NNW FROM A METAL WITNESS POST AND SIGN.
 BJ3315'
 BJ3315'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3315'(NOW LADTD) DISK STAMPED---52H075 1979--- SET INTO AN IRREGULAR MASS
 BJ3315'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3315
 BJ3315                          STATION RECOVERY (1982)
 BJ3315
 BJ3315'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3315'2.3 KM (1.4 MI) NORTH FROM FOLSOM.
 BJ3315'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3315'STATE HIGHWAY 25 FOR 2.3 KM (1.4 MI) TO THE STATION ON THE RIGHT NEAR
 BJ3315'RIGHT-OF-WAY FENCE, 16.8 METERS (55 FT)EAST-NORTHEAST OF THE CENTER OF
 BJ3315'STATE HIGHWAY 25, 2.1 METERS (7 FT) WEST-SOUTHWEST OF A NET WIRE
 BJ3315'FENCE, 2 METERS (6.5 FT) SOUTH OF A POWER POLE.
 BJ3315'THE MARK IS 0.61 METERS  NNW FROM A WITNESS POST.
 BJ3315'THE MARK IS ABOVE LEVEL WITH LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3321 ***********************************************************************
 BJ3321  DESIGNATION -  52 H 076 LADH
 BJ3321  PID         -  BJ3321
 BJ3321  STATE/COUNTY-  LA/ST TAMMANY
 BJ3321  USGS QUAD   -  FOLSOM (1983)
 BJ3321
 BJ3321                         *CURRENT SURVEY CONTROL
 BJ3321  ___________________________________________________________________
 BJ3321* NAD 83(1992)-  30 40 05.04226(N)    090 12 11.58455(W)     ADJUSTED  
 BJ3321* NAVD 88     -        53.519  (meters)     175.59   (feet)  ADJUSTED  
 BJ3321  ___________________________________________________________________
 BJ3321  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BJ3321  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3321  DYNAMIC HT  -          53.449 (meters)     175.36  (feet)  COMP
 BJ3321  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BJ3321
 BJ3321  HORZ ORDER  -  SECOND
 BJ3321  VERT ORDER  -  SECOND    CLASS I
 BJ3321
 BJ3321.The horizontal coordinates were established by classical geodetic methods
 BJ3321.and adjusted by the National Geodetic Survey in January 1993..
 BJ3321
 BJ3321.The orthometric height was determined by differential leveling
 BJ3321.and adjusted by the National Geodetic Survey in February 1994..
 BJ3321
 BJ3321.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3321
 BJ3321.The geoid height was determined by GEOID03.
 BJ3321
 BJ3321.The dynamic height is computed by dividing the NAVD 88
 BJ3321.geopotential number by the normal gravity value computed on the
 BJ3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3321.degrees latitude (g = 980.6199 gals.).
 BJ3321
 BJ3321.The modeled gravity was interpolated from observed gravity values.
 BJ3321
 BJ3321;                    North         East     Units Scale Factor Converg.
 BJ3321;SPC LA S     -   240,857.302 1,108,300.403   MT  0.99999336   +0 33 54.3
 BJ3321;SPC LA S     -   790,212.66  3,636,148.91   sFT  0.99999336   +0 33 54.3
 BJ3321;UTM  15      - 3,396,153.979   767,969.532   MT  1.00048592   +1 25 38.6
 BJ3321
 BJ3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3321!SPC LA S     -   0.99999588  x   0.99999336  =   0.99998924
 BJ3321!UTM  15      -   0.99999588  x   1.00048592  =   1.00048180
 BJ3321
 BJ3321                          SUPERSEDED SURVEY CONTROL
 BJ3321
 BJ3321  NAD 83(1986)-  30 40 05.05618(N)    090 12 11.58228(W) AD(       ) 2
 BJ3321  NGVD 29 (09/03/91)   53.52   (m)          175.6    (f) LEVELING    3  
 BJ3321
 BJ3321.Superseded values are not recommended for survey control.
 BJ3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3321.See file dsdata.txt to determine how the superseded data were derived.
 BJ3321
 BJ3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6797096154(NAD 83)
 BJ3321_MARKER: DE = TRAVERSE STATION DISK
 BJ3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3321_SP_SET: CONCRETE POST
 BJ3321_STAMPING: 52H076 1979
 BJ3321_MARK LOGO: LADH  
 BJ3321_PROJECTION: FLUSH
 BJ3321_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3321+STABILITY: SURFACE MOTION
 BJ3321
 BJ3321  HISTORY     - Date     Condition        Report By
 BJ3321  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3321  HISTORY     - 1982     GOOD             LADTD
 BJ3321
 BJ3321                          STATION DESCRIPTION
 BJ3321
 BJ3321'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3321'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 28, T4S,
 BJ3321'R10E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3321'DEVELOPMENT.
 BJ3321'
 BJ3321'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3321'40 IN FOLSOM, GO NORTH ALONG HIGHWAY 25 FOR 4.8 KM (3.0 MILES) TO THE
 BJ3321'INTERSECTION OF STATE HIGHWAY 450 AND TO THE STATION ON THE LEFT OF
 BJ3321'HIGHWAY 25 AND NORTH OF HIGHWAY 450.
 BJ3321'
 BJ3321'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3321'LADTD) DISK STAMPED---52H076 1979--- SET INTO THE TOP OF A ROUND
 BJ3321'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3321'32.9 METERS E FROM THE CENTER OF HIGHWAY 450., 21 METERS SE FROM A
 BJ3321'POWER POLE., 19.8 METERS W FROM THE CENTER OF HIGHWAY 25., 3.4 METERS
 BJ3321'SW FROM THE SOUTHEAST CORNER OF A BOARD FENCE., AND 0.6 METERS S FROM
 BJ3321'A METAL WITNESS POST AND SIGN.
 BJ3321'
 BJ3321'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3321'(NOW LADTD) DISK STAMPED---52H076 1979--- SET INTO AN IRREGULAR MASS
 BJ3321'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3321
 BJ3321                          STATION RECOVERY (1982)
 BJ3321
 BJ3321'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3321'4.8 KM (3.0 MI) NORTH FROM FOLSOM.
 BJ3321'FROM THE MAIN CROSSROADS AID TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3321'STATE HIGHWAY 25 FOR 4.8 KM (3 MI) TO THE INTERSECTION OF STATE
 BJ3321'HIGHWAY 450 AND THE STATION ON THE LEFT AND NORTH OF STATE HIGHWAY
 BJ3321'450, 32.9 METERS (108 FT) EAST OF THE CENTER OF STATE HIGHWAY 450, 21
 BJ3321'METERS (69 FT) EAST-SOUTHEAST OF A POWER POLE, 19.8 METERS (65 FT)
 BJ3321'WEST OF THE CENTER OF STATE HIGHWAY 25, 3.4 METERS (11 FT) SOUTHWEST
 BJ3321'OF THE SOUTHEAST CORNER OF A BOARD FENCE
 BJ3321'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3321'THE MARK IS 0.91 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3322 ***********************************************************************
 BJ3322  DESIGNATION -  52 H 077 LADH
 BJ3322  PID         -  BJ3322
 BJ3322  STATE/COUNTY-  LA/ST TAMMANY
 BJ3322  USGS QUAD   -  FOLSOM (1983)
 BJ3322
 BJ3322                         *CURRENT SURVEY CONTROL
 BJ3322  ___________________________________________________________________
 BJ3322* NAD 83(1992)-  30 40 38.91119(N)    090 11 45.85911(W)     ADJUSTED  
 BJ3322* NAVD 88     -        57.221  (meters)     187.73   (feet)  ADJUSTED  
 BJ3322  ___________________________________________________________________
 BJ3322  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BJ3322  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3322  DYNAMIC HT  -          57.147 (meters)     187.49  (feet)  COMP
 BJ3322  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ3322
 BJ3322  HORZ ORDER  -  SECOND
 BJ3322  VERT ORDER  -  SECOND    CLASS I
 BJ3322
 BJ3322.The horizontal coordinates were established by classical geodetic methods
 BJ3322.and adjusted by the National Geodetic Survey in January 1993..
 BJ3322
 BJ3322.The orthometric height was determined by differential leveling
 BJ3322.and adjusted by the National Geodetic Survey in February 1994..
 BJ3322
 BJ3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3322
 BJ3322.The geoid height was determined by GEOID03.
 BJ3322
 BJ3322.The dynamic height is computed by dividing the NAVD 88
 BJ3322.geopotential number by the normal gravity value computed on the
 BJ3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3322.degrees latitude (g = 980.6199 gals.).
 BJ3322
 BJ3322.The modeled gravity was interpolated from observed gravity values.
 BJ3322
 BJ3322;                    North         East     Units Scale Factor Converg.
 BJ3322;SPC LA S     -   241,907.031 1,108,974.835   MT  0.99999529   +0 34 07.1
 BJ3322;SPC LA S     -   793,656.65  3,638,361.60   sFT  0.99999529   +0 34 07.1
 BJ3322;UTM  15      - 3,397,214.265   768,628.410   MT  1.00049028   +1 25 53.2
 BJ3322
 BJ3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3322!SPC LA S     -   0.99999530  x   0.99999529  =   0.99999059
 BJ3322!UTM  15      -   0.99999530  x   1.00049028  =   1.00048558
 BJ3322
 BJ3322                          SUPERSEDED SURVEY CONTROL
 BJ3322
 BJ3322  NAD 83(1992)-  30 40 38.92533(N)    090 11 45.85682(W) AD(       ) 2
 BJ3322  NGVD 29 (09/03/91)   57.23   (m)          187.8    (f) LEVELING    3  
 BJ3322
 BJ3322.Superseded values are not recommended for survey control.
 BJ3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3322.See file dsdata.txt to determine how the superseded data were derived.
 BJ3322
 BJ3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6862897214(NAD 83)
 BJ3322_MARKER: DE = TRAVERSE STATION DISK
 BJ3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3322_SP_SET: CONCRETE POST
 BJ3322_STAMPING: 52H077 1979
 BJ3322_MARK LOGO: LADH  
 BJ3322_PROJECTION: FLUSH
 BJ3322_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3322+STABILITY: SURFACE MOTION
 BJ3322
 BJ3322  HISTORY     - Date     Condition        Report By
 BJ3322  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3322  HISTORY     - 1982     GOOD             LADTD
 BJ3322
 BJ3322                          STATION DESCRIPTION
 BJ3322
 BJ3322'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3322'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 28, T4S,
 BJ3322'R10E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3322'DEVELOPMENT.
 BJ3322'
 BJ3322'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 40 AND 25
 BJ3322'IN FOLSOM, GO NORTH ALONG HIGHWAY 25 FOR 6.1 KM (3.8 MILES) TO
 BJ3322'STATION ON THE LEFT NEAR A GRAVEL DRIVE GOING TO A BRICK HOUSE.
 BJ3322'
 BJ3322'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3322'LADTD) DISK STAMPED---52H077 1979--- SET INTO THE TOP OF A ROUND
 BJ3322'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3322'16.46 METERS  NW FROM THE CENTER OF HIGHWAY 25., 10.67 METERS SSW
 BJ3322'FROM THE CENTER OF A GRAVEL DRIVE., 3.05 METERS E FROM A POWER POLE
 BJ3322'WITH TRANSFORMER., AND 0.61 METERS SSW FROM A METAL WITNESS POST AND
 BJ3322'SIGN.
 BJ3322'
 BJ3322'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3322'(NOW LADTD) DISK STAMPED---52H077 1979--- SET INTO AN IRREGULAR MASS
 BJ3322'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3322
 BJ3322                          STATION RECOVERY (1982)
 BJ3322
 BJ3322'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3322'6.1 KM (3.8 MI) NORTH FROM FOLSOM.
 BJ3322'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3322'STATE HIGHWAY 25 FOR 6.1 KM (3.8 MI) TO THE STATION ON THE LEFT NEAR A
 BJ3322'GRAVEL DRIVE TO A BRICK HOUSE, 16.5 METERS (54 FT) NORTHWEST OF THE
 BJ3322'CENTER OF STATE HIGHWAY 25, 10.7 METERS (35 FT) SOUTH-SOUTHWEST OF THE
 BJ3322'CENTER OF A GRAVEL DRIVE, 3 METERS (10 FT) EAST OF A POWER POLE WITH A
 BJ3322'TRANSFORMER.
 BJ3322'THE MARK IS 0.61 METERS  SSW FROM A WITNESS POST.
 BJ3322'THE MARK IS 1.07 M ABOVE LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3323 ***********************************************************************
 BJ3323  DESIGNATION -  52 H 078 LADH
 BJ3323  PID         -  BJ3323
 BJ3323  STATE/COUNTY-  LA/ST TAMMANY
 BJ3323  USGS QUAD   -  FOLSOM (1983)
 BJ3323
 BJ3323                         *CURRENT SURVEY CONTROL
 BJ3323  ___________________________________________________________________
 BJ3323* NAD 83(1992)-  30 41 06.50391(N)    090 11 08.72226(W)     ADJUSTED  
 BJ3323* NAVD 88     -        37.562  (meters)     123.23   (feet)  ADJUSTED  
 BJ3323  ___________________________________________________________________
 BJ3323  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BJ3323  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ3323  DYNAMIC HT  -          37.513 (meters)     123.07  (feet)  COMP
 BJ3323  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ3323
 BJ3323  HORZ ORDER  -  SECOND
 BJ3323  VERT ORDER  -  SECOND    CLASS I
 BJ3323
 BJ3323.The horizontal coordinates were established by classical geodetic methods
 BJ3323.and adjusted by the National Geodetic Survey in January 1993..
 BJ3323
 BJ3323.The orthometric height was determined by differential leveling
 BJ3323.and adjusted by the National Geodetic Survey in February 1994..
 BJ3323
 BJ3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3323
 BJ3323.The geoid height was determined by GEOID03.
 BJ3323
 BJ3323.The dynamic height is computed by dividing the NAVD 88
 BJ3323.geopotential number by the normal gravity value computed on the
 BJ3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3323.degrees latitude (g = 980.6199 gals.).
 BJ3323
 BJ3323.The modeled gravity was interpolated from observed gravity values.
 BJ3323
 BJ3323;                    North         East     Units Scale Factor Converg.
 BJ3323;SPC LA S     -   242,766.573 1,109,954.774   MT  0.99999687   +0 34 25.7
 BJ3323;SPC LA S     -   796,476.66  3,641,576.62   sFT  0.99999687   +0 34 25.7
 BJ3323;UTM  15      - 3,398,088.904   769,595.773   MT  1.00049670   +1 26 13.3
 BJ3323
 BJ3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3323!SPC LA S     -   0.99999839  x   0.99999687  =   0.99999526
 BJ3323!UTM  15      -   0.99999839  x   1.00049670  =   1.00049509
 BJ3323
 BJ3323                          SUPERSEDED SURVEY CONTROL
 BJ3323
 BJ3323  NAD 83(1986)-  30 41 06.51827(N)    090 11 08.71995(W) AD(       ) 2
 BJ3323  NGVD 29 (09/03/91)   37.57   (m)          123.3    (f) LEVELING    3  
 BJ3323
 BJ3323.Superseded values are not recommended for survey control.
 BJ3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3323.See file dsdata.txt to determine how the superseded data were derived.
 BJ3323
 BJ3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6959698089(NAD 83)
 BJ3323_MARKER: DE = TRAVERSE STATION DISK
 BJ3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3323_SP_SET: CONCRETE POST
 BJ3323_STAMPING: 52H078 1979
 BJ3323_MARK LOGO: LADH  
 BJ3323_PROJECTION: FLUSH
 BJ3323_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3323+STABILITY: SURFACE MOTION
 BJ3323
 BJ3323  HISTORY     - Date     Condition        Report By
 BJ3323  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3323  HISTORY     - 1982     GOOD             LADTD
 BJ3323
 BJ3323                          STATION DESCRIPTION
 BJ3323
 BJ3323'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3323'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 22, T4S,
 BJ3323'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3323'DEVELOPMENT.
 BJ3323'
 BJ3323'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 450
 BJ3323'ABOUT 4.8 KM (3 MILES) NORTH OF FOLSOM, GO NORTH ALONG HIGHWAY 25 FOR
 BJ3323'2.9 KM (1.8 MILES) TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 BJ3323'
 BJ3323'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3323'LADTD) DISK STAMPED---52H078 1979--- SET INTO THE TOP OF A ROUND
 BJ3323'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3323'78.3 METERS SW FROM A FOUR CHANNEL CEMENT CULVERT UNDER HIGHWAY 25,
 BJ3323'30 METERS S FROM THE CENTER OF A GRAVEL ROAD ACROSS HIGHWAY 25, 17.7
 BJ3323'METERS SSE FROM THE CENTER OF HIGHWAY 25, AND 1.4 METERS N FROM A
 BJ3323'POWER POLE WITH TWO WITNESS SIGNS ATTACHED.
 BJ3323'
 BJ3323'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3323'(NOW LADTD) DISK STAMPED---52H078 1979--- SET INTO AN IRREGULAR MASS
 BJ3323'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3323
 BJ3323                          STATION RECOVERY (1982)
 BJ3323
 BJ3323'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3323'7.6 KM (4.7 MI) NORTH FROM FOLSOM.
 BJ3323'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3323'STATE HIGHWAY 25 FOR 7.6 KM (4.7 MILES) TO THE STATION ON THE RIGHT
 BJ3323'NEAR A POWER POLE, 78.3 METERS (257 FT) SOUTHWEST OF THE CENTER OF A
 BJ3323'FOUR DRAIN CEMENT CULVERT UNDER STATE HIGHWAY 25, 29 METERS (95 FT)
 BJ3323'SOUTH OF THE CENTER OF A GRAVEL ROAD ON THE WEST SIDE OF STATE HIGHWAY
 BJ3323'25, 17.7 METERS (58 FT) SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 BJ3323'25.
 BJ3323'THE MARK IS 1.37 METERS  N FROM  POWER POLE WITH 2 SIGNS
 BJ3323'THE MARK IS 1.68 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3324 ***********************************************************************
 BJ3324  DESIGNATION -  52 H 079 LADH
 BJ3324  PID         -  BJ3324
 BJ3324  STATE/COUNTY-  LA/ST TAMMANY
 BJ3324  USGS QUAD   -  FOLSOM (1983)
 BJ3324
 BJ3324                         *CURRENT SURVEY CONTROL
 BJ3324  ___________________________________________________________________
 BJ3324* NAD 83(1992)-  30 41 24.98363(N)    090 10 59.44879(W)     ADJUSTED  
 BJ3324* NAVD 88     -        38.571  (meters)     126.55   (feet)  ADJUSTED  
 BJ3324  ___________________________________________________________________
 BJ3324  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BJ3324  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ3324  DYNAMIC HT  -          38.520 (meters)     126.38  (feet)  COMP
 BJ3324  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BJ3324
 BJ3324  HORZ ORDER  -  SECOND
 BJ3324  VERT ORDER  -  SECOND    CLASS I
 BJ3324
 BJ3324.The horizontal coordinates were established by classical geodetic methods
 BJ3324.and adjusted by the National Geodetic Survey in January 1993..
 BJ3324
 BJ3324.The orthometric height was determined by differential leveling
 BJ3324.and adjusted by the National Geodetic Survey in February 1994..
 BJ3324
 BJ3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3324
 BJ3324.The geoid height was determined by GEOID03.
 BJ3324
 BJ3324.The dynamic height is computed by dividing the NAVD 88
 BJ3324.geopotential number by the normal gravity value computed on the
 BJ3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3324.degrees latitude (g = 980.6199 gals.).
 BJ3324
 BJ3324.The modeled gravity was interpolated from observed gravity values.
 BJ3324
 BJ3324;                    North         East     Units Scale Factor Converg.
 BJ3324;SPC LA S     -   243,338.112 1,110,195.869   MT  0.99999795   +0 34 30.3
 BJ3324;SPC LA S     -   798,351.79  3,642,367.61   sFT  0.99999795   +0 34 30.3
 BJ3324;UTM  15      - 3,398,664.298   769,828.345   MT  1.00049825   +1 26 18.8
 BJ3324
 BJ3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3324!SPC LA S     -   0.99999824  x   0.99999795  =   0.99999619
 BJ3324!UTM  15      -   0.99999824  x   1.00049825  =   1.00049649
 BJ3324
 BJ3324                          SUPERSEDED SURVEY CONTROL
 BJ3324
 BJ3324  NAD 83(1992)-  30 41 24.99811(N)    090 10 59.44651(W) AD(       ) 2
 BJ3324  NGVD 29 (09/03/91)   38.58   (m)          126.6    (f) LEVELING    3  
 BJ3324
 BJ3324.Superseded values are not recommended for survey control.
 BJ3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3324.See file dsdata.txt to determine how the superseded data were derived.
 BJ3324
 BJ3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6982898664(NAD 83)
 BJ3324_MARKER: DE = TRAVERSE STATION DISK
 BJ3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3324_SP_SET: CONCRETE POST
 BJ3324_STAMPING: 52H079 1979
 BJ3324_MARK LOGO: LADH  
 BJ3324_PROJECTION: FLUSH
 BJ3324_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3324+STABILITY: SURFACE MOTION
 BJ3324
 BJ3324  HISTORY     - Date     Condition        Report By
 BJ3324  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3324  HISTORY     - 1982     GOOD             LADTD
 BJ3324
 BJ3324                          STATION DESCRIPTION
 BJ3324
 BJ3324'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3324'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 22, T4S,
 BJ3324'R10E, OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3324'DEVELOPMENT.
 BJ3324'
 BJ3324'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 25 AND
 BJ3324'450 ABOUT 4.8 KM (3.0 MILES) NORTH OF FOLSOM. GO NORTH ALONG HIGHWAY
 BJ3324'25 FOR 4.0 KM (2.5 MILES) TO THE STATION ON THE RIGHT APPROXIMATLY
 BJ3324'500 FEET NORTH OF THE BOGUE F FALAYA RIVER BRIDGE AND NEAR A POWER
 BJ3324'POLE.
 BJ3324'
 BJ3324'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3324'LADTD) DISK STAMPED---52H079 1979--- SET INTO THE TOP OF A ROUND
 BJ3324'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3324'27.1 METERS NNW FROM THE CENTER OF A DOUBLE METAL GATE,, 25.9 METERS
 BJ3324'N FROM THE CORNER OF A BOARD FENCE, 20.4 METERS ESE FROM THE CENTER
 BJ3324'OF HIGHWAY 25, AND 2. METERS SSW FROM A POWER POLE WITH TWO METAL
 BJ3324'WITNESS SIGN ATTACHED.
 BJ3324'
 BJ3324'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3324'(NOW LADTD) DISK STAMPED---52H079 1979--- SET INTO AN IRREGULAR MASS
 BJ3324'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3324
 BJ3324                          STATION RECOVERY (1982)
 BJ3324
 BJ3324'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3324'8.2 KM (5.1 MI) NORTH FROM FOLSOM.
 BJ3324'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3324'STATE HIGHWAY 25 FOR 8.2 KM (5.1 MI) TO THE STATION ON THE RIGHT,
 BJ3324'APPROXIMATELY 500 FEET NORTH OF THE BOGUE FALAYA RIVER BRIDGE AND NEAR
 BJ3324'A POWER POLE, 27.1 METERS (89 FT) NORTH-NORTHWEST OF THE CENTER OF A
 BJ3324'DOUBLE METAL GATE, 25.9 METERS (85 FT) NORTH OF NORTHEAST CORNER OF A
 BJ3324'BOARD FENCE, 20.4 METERS (67 FT) EAST-SOUTHEAST OF THE CENTER OF STATE
 BJ3324'HIGHWAY 25.
 BJ3324'THE MARK IS 1.98 METERS  SSW FROM  POWER POLE WITH 2 SIGNS
 BJ3324'THE MARK IS 0.76 M ABOVE LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2837 ***********************************************************************
 BJ2837  DESIGNATION -  52 V 001 LADH
 BJ2837  PID         -  BJ2837
 BJ2837  STATE/COUNTY-  LA/ST TAMMANY
 BJ2837  USGS QUAD   -  COVINGTON (1994)
 BJ2837
 BJ2837                         *CURRENT SURVEY CONTROL
 BJ2837  ___________________________________________________________________
 BJ2837* NAD 83(1986)-  30 27 38.     (N)    090 04 54.     (W)     SCALED    
 BJ2837* NAVD 88     -         6.713  (meters)      22.02   (feet)  ADJUSTED  
 BJ2837  ___________________________________________________________________
 BJ2837  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ2837  DYNAMIC HT  -           6.704 (meters)      21.99  (feet)  COMP
 BJ2837  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BJ2837
 BJ2837  VERT ORDER  -  SECOND    CLASS I
 BJ2837
 BJ2837.The horizontal coordinates were scaled from a topographic map and have
 BJ2837.an estimated accuracy of +/- 6 seconds.
 BJ2837
 BJ2837.The orthometric height was determined by differential leveling
 BJ2837.and adjusted by the National Geodetic Survey in February 1994..
 BJ2837
 BJ2837.The geoid height was determined by GEOID03.
 BJ2837
 BJ2837.The dynamic height is computed by dividing the NAVD 88
 BJ2837.geopotential number by the normal gravity value computed on the
 BJ2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2837.degrees latitude (g = 980.6199 gals.).
 BJ2837
 BJ2837.The modeled gravity was interpolated from observed gravity values.
 BJ2837
 BJ2837;                    North         East    Units  Estimated Accuracy
 BJ2837;SPC LA S     -   217,980.    1,120,200.      MT  (+/- 180 meters Scaled)
 BJ2837
 BJ2837                          SUPERSEDED SURVEY CONTROL
 BJ2837
 BJ2837  NGVD 29 (??/??/??)    6.698  (m)           21.98   (f) ADJUSTED    2 1
 BJ2837
 BJ2837.Superseded values are not recommended for survey control.
 BJ2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2837.See file dsdata.txt to determine how the superseded data were derived.
 BJ2837
 BJ2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP802734(NAD 83)
 BJ2837_MARKER: DD = SURVEY DISK
 BJ2837_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ2837_STAMPING: 52 V 001
 BJ2837_MARK LOGO: LADH  
 BJ2837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2837+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 BJ2837
 BJ2837  HISTORY     - Date     Condition        Report By
 BJ2837  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2837  HISTORY     - 1982     GOOD             LADTD
 BJ2837  HISTORY     - 20031009 GOOD             USPSQD
 BJ2837
 BJ2837                          STATION DESCRIPTION
 BJ2837
 BJ2837'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2837'1.5 MI SE FROM COVINGTON.
 BJ2837'1.2 MILE SOUTH ALONG U.S. 190 FROM JUNCTION U.S. 190 AND LA. 21 AT
 BJ2837'CLAIBORNE HILL AT COVINGTON. IN CURB AT NORTHEAST END OF NORTH BOUND
 BJ2837'BRIDGE OVER ABITA RIVER. 22 FEET EAST OF CENTERLINE OF NORTHBOUND LANE
 BJ2837', 17 FEET SOUTH OF NORTHEAST END OF BRIDGE
 BJ2837
 BJ2837                          STATION RECOVERY (1982)
 BJ2837
 BJ2837'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2837'RECOVERED IN GOOD CONDITION.
 BJ2837
 BJ2837                          STATION RECOVERY (2003)
 BJ2837
 BJ2837'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2867 ***********************************************************************
 BJ2867  DESIGNATION -  52 V 002 LADH
 BJ2867  PID         -  BJ2867
 BJ2867  STATE/COUNTY-  LA/ST TAMMANY
 BJ2867  USGS QUAD   -  COVINGTON (1994)
 BJ2867
 BJ2867                         *CURRENT SURVEY CONTROL
 BJ2867  ___________________________________________________________________
 BJ2867* NAD 83(1986)-  30 26 50.     (N)    090 04 59.     (W)     SCALED    
 BJ2867* NAVD 88     -         7.432  (meters)      24.38   (feet)  ADJUSTED  
 BJ2867  ___________________________________________________________________
 BJ2867  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ2867  DYNAMIC HT  -           7.422 (meters)      24.35  (feet)  COMP
 BJ2867  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 BJ2867
 BJ2867  VERT ORDER  -  SECOND    CLASS I
 BJ2867
 BJ2867.The horizontal coordinates were scaled from a topographic map and have
 BJ2867.an estimated accuracy of +/- 6 seconds.
 BJ2867
 BJ2867.The orthometric height was determined by differential leveling
 BJ2867.and adjusted by the National Geodetic Survey in February 1994..
 BJ2867
 BJ2867.The geoid height was determined by GEOID03.
 BJ2867
 BJ2867.The dynamic height is computed by dividing the NAVD 88
 BJ2867.geopotential number by the normal gravity value computed on the
 BJ2867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2867.degrees latitude (g = 980.6199 gals.).
 BJ2867
 BJ2867.The modeled gravity was interpolated from observed gravity values.
 BJ2867
 BJ2867;                    North         East    Units  Estimated Accuracy
 BJ2867;SPC LA S     -   216,500.    1,120,080.      MT  (+/- 180 meters Scaled)
 BJ2867
 BJ2867                          SUPERSEDED SURVEY CONTROL
 BJ2867
 BJ2867  NGVD 29 (??/??/??)    7.421  (m)           24.35   (f) ADJUSTED    2 1
 BJ2867
 BJ2867.Superseded values are not recommended for survey control.
 BJ2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2867.See file dsdata.txt to determine how the superseded data were derived.
 BJ2867
 BJ2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP801719(NAD 83)
 BJ2867_MARKER: DD = SURVEY DISK
 BJ2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2867_SP_SET: CONCRETE POST
 BJ2867_STAMPING: 52 V 002 1977
 BJ2867_MARK LOGO: LADH  
 BJ2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2867+STABILITY: SURFACE MOTION
 BJ2867
 BJ2867  HISTORY     - Date     Condition        Report By
 BJ2867  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2867  HISTORY     - 1982     GOOD             LADTD
 BJ2867
 BJ2867                          STATION DESCRIPTION
 BJ2867
 BJ2867'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2867'2.2 MI SE FROM COVINGTON.
 BJ2867'2.1 MILES SOUTH ALONG U.S. 190 FROM JUNCTION LA. 21 AND U.S. 190 AT
 BJ2867'CLAIBORNE HILL, COVINGTON. 80 FEET WEST OF SOUTHBOUND ROADWAY, 14 FEET
 BJ2867'NORTH OF CENTERLINE OF DRIVE TO MABRY PROPERTY, 10 FEET SOUTHWEST OF
 BJ2867'POWER POLE, AND IN CORNER OF CHAIN LINK FENCE AND 1 FOOT WEST OF
 BJ2867'WITNESS POST
 BJ2867
 BJ2867                          STATION RECOVERY (1982)
 BJ2867
 BJ2867'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2842 ***********************************************************************
 BJ2842  DESIGNATION -  52 V 003 LADTD
 BJ2842  PID         -  BJ2842
 BJ2842  STATE/COUNTY-  LA/ST TAMMANY
 BJ2842  USGS QUAD   -  COVINGTON (1994)
 BJ2842
 BJ2842                         *CURRENT SURVEY CONTROL
 BJ2842  ___________________________________________________________________
 BJ2842* NAD 83(1986)-  30 24 53.     (N)    090 05 02.     (W)     SCALED    
 BJ2842* NAVD 88     -         6.53   (+/-2cm)      21.4    (feet)  VERTCON   
 BJ2842  ___________________________________________________________________
 BJ2842  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BJ2842
 BJ2842  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2842
 BJ2842.The horizontal coordinates were scaled from a topographic map and have
 BJ2842.an estimated accuracy of +/- 6 seconds.
 BJ2842
 BJ2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2842.The vertical order pertains to the NGVD 29 superseded value.
 BJ2842
 BJ2842.The geoid height was determined by GEOID03.
 BJ2842
 BJ2842;                    North         East    Units  Estimated Accuracy
 BJ2842;SPC LA S     -   212,890.    1,120,040.      MT  (+/- 180 meters Scaled)
 BJ2842
 BJ2842                          SUPERSEDED SURVEY CONTROL
 BJ2842
 BJ2842  NGVD 29 (??/??/??)    6.528  (m)           21.42   (f) ADJUSTED    2 1
 BJ2842
 BJ2842.Superseded values are not recommended for survey control.
 BJ2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2842.See file dsdata.txt to determine how the superseded data were derived.
 BJ2842
 BJ2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP801683(NAD 83)
 BJ2842_MARKER: DD = SURVEY DISK
 BJ2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2842_SP_SET: CONCRETE POST
 BJ2842_STAMPING: 52 V 003 1977
 BJ2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2842+STABILITY: SURFACE MOTION
 BJ2842
 BJ2842  HISTORY     - Date     Condition        Report By
 BJ2842  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2842
 BJ2842                          STATION DESCRIPTION
 BJ2842
 BJ2842'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2842'4.3 MI SE FROM COVINGTON.
 BJ2842'4.4 MILE SOUTH ALONG U.S. HIGHWAY 190 FROM JUNCTION LA. 21 AND U.S.
 BJ2842'190 AT CLAIBORNE HILL, COVINGTON. 329 FEET EAST OF CENTERLINE U.S. 190
 BJ2842', 38 FEET NORTH OF NORTHWEST CORNER OF BUILDING OF HILL BEHAN LUMBER,
 BJ2842'2 FEET SOUTH OF NORTHWEST CORNER OF CHAIN LINK FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2847 ***********************************************************************
 BJ2847  DESIGNATION -  52 V 004 LADTD
 BJ2847  PID         -  BJ2847
 BJ2847  STATE/COUNTY-  LA/ST TAMMANY
 BJ2847  USGS QUAD   -  COVINGTON (1994)
 BJ2847
 BJ2847                         *CURRENT SURVEY CONTROL
 BJ2847  ___________________________________________________________________
 BJ2847* NAD 83(1986)-  30 24 06.     (N)    090 05 15.     (W)     SCALED    
 BJ2847* NAVD 88     -         3.72   (+/-2cm)      12.2    (feet)  VERTCON   
 BJ2847  ___________________________________________________________________
 BJ2847  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ2847
 BJ2847  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2847
 BJ2847.The horizontal coordinates were scaled from a topographic map and have
 BJ2847.an estimated accuracy of +/- 6 seconds.
 BJ2847
 BJ2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2847.The vertical order pertains to the NGVD 29 superseded value.
 BJ2847
 BJ2847.The geoid height was determined by GEOID03.
 BJ2847
 BJ2847;                    North         East    Units  Estimated Accuracy
 BJ2847;SPC LA S     -   211,440.    1,119,710.      MT  (+/- 180 meters Scaled)
 BJ2847
 BJ2847                          SUPERSEDED SURVEY CONTROL
 BJ2847
 BJ2847  NGVD 29 (??/??/??)    3.720  (m)           12.20   (f) ADJUSTED    2 1
 BJ2847
 BJ2847.Superseded values are not recommended for survey control.
 BJ2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2847.See file dsdata.txt to determine how the superseded data were derived.
 BJ2847
 BJ2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP798668(NAD 83)
 BJ2847_MARKER: DD = SURVEY DISK
 BJ2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2847_SP_SET: CONCRETE POST
 BJ2847_STAMPING: 52 V 004 1977
 BJ2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2847+STABILITY: SURFACE MOTION
 BJ2847
 BJ2847  HISTORY     - Date     Condition        Report By
 BJ2847  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2847
 BJ2847                          STATION DESCRIPTION
 BJ2847
 BJ2847'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2847'5.2 MI SE FROM COVINGTON.
 BJ2847'5.3 MILE SOUTH ALONG U.S. 190 FROM JUNCTION OF LA. 21 AND U.S. 190 AT
 BJ2847'CLAIBORNE HILL COVINGTON NEAR THE JUNCTION OF U.S. 190 AND CAUSEWAY
 BJ2847'APPROACH. MARKER IS 217 FEET WEST OF CENTERLINE OF U.S. 190 ALONG THE
 BJ2847'NORTH FENCE OF TROOP L HEADQUARTERS, 197 FEET NORTH OF THE RADIO TOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2846 ***********************************************************************
 BJ2846  DESIGNATION -  52 V 005 LADTD
 BJ2846  PID         -  BJ2846
 BJ2846  STATE/COUNTY-  LA/ST TAMMANY
 BJ2846  USGS QUAD   -  COVINGTON (1994)
 BJ2846
 BJ2846                         *CURRENT SURVEY CONTROL
 BJ2846  ___________________________________________________________________
 BJ2846* NAD 83(1986)-  30 23 09.     (N)    090 04 48.     (W)     SCALED    
 BJ2846* NAVD 88     -         6.03   (+/-2cm)      19.8    (feet)  VERTCON   
 BJ2846  ___________________________________________________________________
 BJ2846  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BJ2846
 BJ2846  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2846
 BJ2846.The horizontal coordinates were scaled from a topographic map and have
 BJ2846.an estimated accuracy of +/- 6 seconds.
 BJ2846
 BJ2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2846.The vertical order pertains to the NGVD 29 superseded value.
 BJ2846
 BJ2846.The geoid height was determined by GEOID03.
 BJ2846
 BJ2846;                    North         East    Units  Estimated Accuracy
 BJ2846;SPC LA S     -   209,690.    1,120,450.      MT  (+/- 180 meters Scaled)
 BJ2846
 BJ2846                          SUPERSEDED SURVEY CONTROL
 BJ2846
 BJ2846  NGVD 29 (??/??/??)    6.033  (m)           19.79   (f) ADJUSTED    2 1
 BJ2846
 BJ2846.Superseded values are not recommended for survey control.
 BJ2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2846.See file dsdata.txt to determine how the superseded data were derived.
 BJ2846
 BJ2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP805651(NAD 83)
 BJ2846_MARKER: DD = SURVEY DISK
 BJ2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2846_SP_SET: CONCRETE POST
 BJ2846_STAMPING: 52 V 005 1977
 BJ2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2846+STABILITY: SURFACE MOTION
 BJ2846
 BJ2846  HISTORY     - Date     Condition        Report By
 BJ2846  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2846
 BJ2846                          STATION DESCRIPTION
 BJ2846
 BJ2846'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2846'2.4 MI NORTH FROM MANDEVILLE.
 BJ2846'2.4 MILE NORTH ON U.S. 190 FROM JUNCTION OF U.S. 190 WITH LA. 59 AT
 BJ2846'MANDEVILLE, 235 FEET SOUTH OF THE CENTERLINE OF U.S. 190 AND 33 FEET
 BJ2846'EAST OF CENTERLINE OF NORTH DRIVE INTO CHINCHUBA GARDENS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2843 ***********************************************************************
 BJ2843  DESIGNATION -  52 V 006 LADTD
 BJ2843  PID         -  BJ2843
 BJ2843  STATE/COUNTY-  LA/ST TAMMANY
 BJ2843  USGS QUAD   -  MANDEVILLE (1979)
 BJ2843
 BJ2843                         *CURRENT SURVEY CONTROL
 BJ2843  ___________________________________________________________________
 BJ2843* NAD 83(1986)-  30 22 17.     (N)    090 04 36.     (W)     SCALED    
 BJ2843* NAVD 88     -         4.68   (+/-2cm)      15.4    (feet)  VERTCON   
 BJ2843  ___________________________________________________________________
 BJ2843  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BJ2843
 BJ2843  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2843
 BJ2843.The horizontal coordinates were scaled from a topographic map and have
 BJ2843.an estimated accuracy of +/- 6 seconds.
 BJ2843
 BJ2843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2843.The vertical order pertains to the NGVD 29 superseded value.
 BJ2843
 BJ2843.The geoid height was determined by GEOID03.
 BJ2843
 BJ2843;                    North         East    Units  Estimated Accuracy
 BJ2843;SPC LA S     -   208,100.    1,120,790.      MT  (+/- 180 meters Scaled)
 BJ2843
 BJ2843                          SUPERSEDED SURVEY CONTROL
 BJ2843
 BJ2843  NGVD 29 (??/??/??)    4.687  (m)           15.38   (f) ADJUSTED    2 1
 BJ2843
 BJ2843.Superseded values are not recommended for survey control.
 BJ2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2843.See file dsdata.txt to determine how the superseded data were derived.
 BJ2843
 BJ2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP809635(NAD 83)
 BJ2843_MARKER: DD = SURVEY DISK
 BJ2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2843_SP_SET: CONCRETE POST
 BJ2843_STAMPING: 52 V 006 1977
 BJ2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2843+STABILITY: SURFACE MOTION
 BJ2843
 BJ2843  HISTORY     - Date     Condition        Report By
 BJ2843  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2843
 BJ2843                          STATION DESCRIPTION
 BJ2843
 BJ2843'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2843'1.2 MI NORTH FROM MANDEVILLE.
 BJ2843'1.2 MILE NORTH OF JUNCTION OF U.S. 190 AND LA. 59 IN MANDEVILLE ALONG
 BJ2843'U.S. 190 AND BLUE STAR MEMORIAL HIGHWAY, 0.3 MILE WEST OF JUNCTION OF
 BJ2843'U.S. 190 AND BLUE STAR MEMORIAL HIGHWAY. 67 FEET NORTH OF CENTERLINE
 BJ2843'OF MEDIAN OF BLUE STAR MEMORIAL HIGHWAY, AT THE MANDEVILLE TOWN HALL
 BJ2843'1.5 FEET EAST OF CONCRETE SIGN WALL AT FLAG POLE IN FRONT OF TOWN HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2848 ***********************************************************************
 BJ2848  DESIGNATION -  52 V 007 LADTD
 BJ2848  PID         -  BJ2848
 BJ2848  STATE/COUNTY-  LA/ST TAMMANY
 BJ2848  USGS QUAD   -  COVINGTON (1994)
 BJ2848
 BJ2848                         *CURRENT SURVEY CONTROL
 BJ2848  ___________________________________________________________________
 BJ2848* NAD 83(1986)-  30 23 48.     (N)    090 05 40.     (W)     SCALED    
 BJ2848* NAVD 88     -         5.63   (+/-2cm)      18.5    (feet)  VERTCON   
 BJ2848  ___________________________________________________________________
 BJ2848  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BJ2848
 BJ2848  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2848
 BJ2848.The horizontal coordinates were scaled from a topographic map and have
 BJ2848.an estimated accuracy of +/- 6 seconds.
 BJ2848
 BJ2848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2848.The vertical order pertains to the NGVD 29 superseded value.
 BJ2848
 BJ2848.The geoid height was determined by GEOID03.
 BJ2848
 BJ2848;                    North         East    Units  Estimated Accuracy
 BJ2848;SPC LA S     -   210,880.    1,119,050.      MT  (+/- 180 meters Scaled)
 BJ2848
 BJ2848                          SUPERSEDED SURVEY CONTROL
 BJ2848
 BJ2848  NGVD 29 (??/??/??)    5.637  (m)           18.49   (f) ADJUSTED    2 2
 BJ2848
 BJ2848.Superseded values are not recommended for survey control.
 BJ2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2848.See file dsdata.txt to determine how the superseded data were derived.
 BJ2848
 BJ2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP791663(NAD 83)
 BJ2848_MARKER: DD = SURVEY DISK
 BJ2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2848_SP_SET: CONCRETE POST
 BJ2848_STAMPING: 52 V 007 1977
 BJ2848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2848+STABILITY: SURFACE MOTION
 BJ2848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2848+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 BJ2848
 BJ2848  HISTORY     - Date     Condition        Report By
 BJ2848  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2848  HISTORY     - 20050215 GOOD             USPSQD
 BJ2848
 BJ2848                          STATION DESCRIPTION
 BJ2848
 BJ2848'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2848'3 MI NW FROM MANDEVILLE.
 BJ2848'4.1 MILE EAST ALONG LA. 22 FROM JUNCTION LA. 22 AND LA. 21 IN
 BJ2848'MADISONVILLE. 95 FEET NORTH OF CENTERLINE OF LA. 22, 23 FEET SOUTHEAST
 BJ2848'OF SOUTHWEST CORNER OF WALTER SMITH MEMORIAL FIRE STATION, 8 FEET
 BJ2848'NORTHWEST OF FLAG POLE
 BJ2848
 BJ2848                          STATION RECOVERY (2005)
 BJ2848
 BJ2848'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ2848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2849 ***********************************************************************
 BJ2849  DESIGNATION -  52 V 008 LADTD
 BJ2849  PID         -  BJ2849
 BJ2849  STATE/COUNTY-  LA/ST TAMMANY
 BJ2849  USGS QUAD   -  COVINGTON (1994)
 BJ2849
 BJ2849                         *CURRENT SURVEY CONTROL
 BJ2849  ___________________________________________________________________
 BJ2849* NAD 83(1986)-  30 23 59.     (N)    090 06 36.     (W)     SCALED    
 BJ2849* NAVD 88     -         6.06   (+/-2cm)      19.9    (feet)  VERTCON   
 BJ2849  ___________________________________________________________________
 BJ2849  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BJ2849
 BJ2849  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2849
 BJ2849.The horizontal coordinates were scaled from a topographic map and have
 BJ2849.an estimated accuracy of +/- 6 seconds.
 BJ2849
 BJ2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2849.The vertical order pertains to the NGVD 29 superseded value.
 BJ2849
 BJ2849.The geoid height was determined by GEOID03.
 BJ2849
 BJ2849;                    North         East    Units  Estimated Accuracy
 BJ2849;SPC LA S     -   211,200.    1,117,550.      MT  (+/- 180 meters Scaled)
 BJ2849
 BJ2849                          SUPERSEDED SURVEY CONTROL
 BJ2849
 BJ2849  NGVD 29 (??/??/??)    6.063  (m)           19.89   (f) ADJUSTED    2 2
 BJ2849
 BJ2849.Superseded values are not recommended for survey control.
 BJ2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2849.See file dsdata.txt to determine how the superseded data were derived.
 BJ2849
 BJ2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP776666(NAD 83)
 BJ2849_MARKER: DD = SURVEY DISK
 BJ2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2849_SP_SET: CONCRETE POST
 BJ2849_STAMPING: 52 V 008 1977
 BJ2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2849+STABILITY: SURFACE MOTION
 BJ2849
 BJ2849  HISTORY     - Date     Condition        Report By
 BJ2849  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2849  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 BJ2849
 BJ2849                          STATION DESCRIPTION
 BJ2849
 BJ2849'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2849'3 MI EAST FROM MADISONVILLE.
 BJ2849'3 MILE EAST ALONG LA. 22 FROM JUNCTION LA. 22 AND LA. 21 IM
 BJ2849'MADISONVILLE, 114 FEET SOUTH OF CENTERLINE OF LA. 22, 15 FEET WEST OF
 BJ2849'SHELL ROAD INTO RED ARROW CAMPGROUND ADJACENT TO WEST FENCE.
 BJ2849
 BJ2849                          STATION RECOVERY (2005)
 BJ2849
 BJ2849'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ2849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2850 ***********************************************************************
 BJ2850  DESIGNATION -  52 V 009 LADTD
 BJ2850  PID         -  BJ2850
 BJ2850  STATE/COUNTY-  LA/ST TAMMANY
 BJ2850  USGS QUAD   -  COVINGTON (1994)
 BJ2850
 BJ2850                         *CURRENT SURVEY CONTROL
 BJ2850  ___________________________________________________________________
 BJ2850* NAD 83(1986)-  30 24 24.     (N)    090 07 28.     (W)     SCALED    
 BJ2850* NAVD 88     -         4.47   (+/-2cm)      14.7    (feet)  VERTCON   
 BJ2850  ___________________________________________________________________
 BJ2850  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ2850
 BJ2850  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2850
 BJ2850.The horizontal coordinates were scaled from a topographic map and have
 BJ2850.an estimated accuracy of +/- 6 seconds.
 BJ2850
 BJ2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2850.The vertical order pertains to the NGVD 29 superseded value.
 BJ2850
 BJ2850.The geoid height was determined by GEOID03.
 BJ2850
 BJ2850;                    North         East    Units  Estimated Accuracy
 BJ2850;SPC LA S     -   211,960.    1,116,160.      MT  (+/- 180 meters Scaled)
 BJ2850
 BJ2850                          SUPERSEDED SURVEY CONTROL
 BJ2850
 BJ2850  NGVD 29 (??/??/??)    4.477  (m)           14.69   (f) ADJUSTED    2 2
 BJ2850
 BJ2850.Superseded values are not recommended for survey control.
 BJ2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2850.See file dsdata.txt to determine how the superseded data were derived.
 BJ2850
 BJ2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP762673(NAD 83)
 BJ2850_MARKER: DD = SURVEY DISK
 BJ2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2850_SP_SET: CONCRETE POST
 BJ2850_STAMPING: 52 V 009 1977
 BJ2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2850+STABILITY: SURFACE MOTION
 BJ2850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2850+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 BJ2850
 BJ2850  HISTORY     - Date     Condition        Report By
 BJ2850  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2850  HISTORY     - 20050215 GOOD             USPSQD
 BJ2850
 BJ2850                          STATION DESCRIPTION
 BJ2850
 BJ2850'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2850'2 MI EAST FROM MADISONVILLE.
 BJ2850'2 MILE EAST ALONG LA. 22 FROM JUNCTION LA. 22 AND LA. 21 IN
 BJ2850'MADISONVILLE, 150 FEET NORTH OF CENTERLINE OF LA. 22, 15 FEET
 BJ2850'SOUTHWEST OF A 32 INCH LIVE OAK NEAR THE PROPOSED PLAYGROUND OF BEAU
 BJ2850'CHENE COUNTRY CLUB
 BJ2850
 BJ2850                          STATION RECOVERY (2005)
 BJ2850
 BJ2850'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ2850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2851 ***********************************************************************
 BJ2851  DESIGNATION -  52 V 010 LADTD
 BJ2851  PID         -  BJ2851
 BJ2851  STATE/COUNTY-  LA/ST TAMMANY
 BJ2851  USGS QUAD   -  MADISONVILLE (1979)
 BJ2851
 BJ2851                         *CURRENT SURVEY CONTROL
 BJ2851  ___________________________________________________________________
 BJ2851* NAD 83(1986)-  30 24 29.     (N)    090 08 26.     (W)     SCALED    
 BJ2851* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 BJ2851  ___________________________________________________________________
 BJ2851  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BJ2851
 BJ2851  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2851
 BJ2851.The horizontal coordinates were scaled from a topographic map and have
 BJ2851.an estimated accuracy of +/- 6 seconds.
 BJ2851
 BJ2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2851.The vertical order pertains to the NGVD 29 superseded value.
 BJ2851
 BJ2851.The geoid height was determined by GEOID03.
 BJ2851
 BJ2851;                    North         East    Units  Estimated Accuracy
 BJ2851;SPC LA S     -   212,100.    1,114,610.      MT  (+/- 180 meters Scaled)
 BJ2851
 BJ2851                          SUPERSEDED SURVEY CONTROL
 BJ2851
 BJ2851  NGVD 29 (??/??/??)    1.316  (m)            4.32   (f) ADJUSTED    2 2
 BJ2851
 BJ2851.Superseded values are not recommended for survey control.
 BJ2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2851.See file dsdata.txt to determine how the superseded data were derived.
 BJ2851
 BJ2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP747674(NAD 83)
 BJ2851_MARKER: DD = SURVEY DISK
 BJ2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2851_SP_SET: CONCRETE POST
 BJ2851_STAMPING: 52 V 010 1977
 BJ2851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2851+STABILITY: SURFACE MOTION
 BJ2851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2851+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 BJ2851
 BJ2851  HISTORY     - Date     Condition        Report By
 BJ2851  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2851  HISTORY     - 1982     GOOD             LADTD
 BJ2851  HISTORY     - 20050215 GOOD             USPSQD
 BJ2851
 BJ2851                          STATION DESCRIPTION
 BJ2851
 BJ2851'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2851'1 MI EAST FROM MADISONVILLE.
 BJ2851'0.9 MILE EAST ALONG LA. 22 FROM THE JUNCTION OF LA. 22 AND LA. 21 IN
 BJ2851'MADISONVILLE, 127 FEET NORTH OF CENTERLINE OF LA. 22, 47 FEET EAST OF
 BJ2851'CENTERLINE OF FAIRVIEW DRIVE INTO FAIRVIEW STATE PARK
 BJ2851
 BJ2851                          STATION RECOVERY (1982)
 BJ2851
 BJ2851'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2851'RECOVERED IN GOOD CONDITION.
 BJ2851
 BJ2851                          STATION RECOVERY (2005)
 BJ2851
 BJ2851'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ2851'MARKER IS 127 FT NORTH OF THE CENTERLINE OF LOUSIANA STATE HIGHWAY 22,
 BJ2851'435 FT SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE OF THE NEW
 BJ2851'ENTRANCE TO THE FAIRVIEW STATE PARK AND 1 FT WEST OF A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2852 ***********************************************************************
 BJ2852  TIDAL BM    -  This is a Tidal Bench Mark.
 BJ2852  DESIGNATION -  52 V 011 LADTD
 BJ2852  PID         -  BJ2852
 BJ2852  STATE/COUNTY-  LA/ST TAMMANY
 BJ2852  USGS QUAD   -  MADISONVILLE (1979)
 BJ2852
 BJ2852                         *CURRENT SURVEY CONTROL
 BJ2852  ___________________________________________________________________
 BJ2852* NAD 83(1986)-  30 24 12.     (N)    090 09 25.     (W)     SCALED    
 BJ2852* NAVD 88     -         1.68   (+/-2cm)       5.5    (feet)  VERTCON   
 BJ2852  ___________________________________________________________________
 BJ2852  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BJ2852
 BJ2852  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2852
 BJ2852.The horizontal coordinates were scaled from a topographic map and have
 BJ2852.an estimated accuracy of +/- 6 seconds.
 BJ2852
 BJ2852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2852.The vertical order pertains to the NGVD 29 superseded value.
 BJ2852
 BJ2852.This Tidal Bench Mark is designated as VM 10869
 BJ2852.by the Center for Operational Oceanographic Products and Services.
 BJ2852
 BJ2852.The geoid height was determined by GEOID03.
 BJ2852
 BJ2852;                    North         East    Units  Estimated Accuracy
 BJ2852;SPC LA S     -   211,560.    1,113,040.      MT  (+/- 180 meters Scaled)
 BJ2852
 BJ2852                          SUPERSEDED SURVEY CONTROL
 BJ2852
 BJ2852  NGVD 29 (??/??/??)    1.694  (m)            5.56   (f) ADJUSTED    2 2
 BJ2852
 BJ2852.Superseded values are not recommended for survey control.
 BJ2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2852.See file dsdata.txt to determine how the superseded data were derived.
 BJ2852
 BJ2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP731669(NAD 83)
 BJ2852_MARKER: DD = SURVEY DISK
 BJ2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2852_SP_SET: CONCRETE POST
 BJ2852_STAMPING: 52 V 011 1977
 BJ2852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2852+STABILITY: SURFACE MOTION
 BJ2852
 BJ2852  HISTORY     - Date     Condition        Report By
 BJ2852  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2852  HISTORY     - 1982     GOOD             LADTD
 BJ2852
 BJ2852                          STATION DESCRIPTION
 BJ2852
 BJ2852'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2852'1 MI EAST FROM MADISONVILLE.
 BJ2852'1 BLOCK EAST ALONG LA. 22 FROM JUNCTION OF LA. 22 AND LA. 21 IN
 BJ2852'MADISONVILLE, 174 FEET SOUTH OF CENTERLINE OF LA. 22, 29 FEET WEST OF
 BJ2852'CENTERLINE OF WATER STREET, 62 FEET NORTHEAST OF FLAG POLE AT
 BJ2852'MADISONVILLE TOWN HALL
 BJ2852
 BJ2852                          STATION RECOVERY (1982)
 BJ2852
 BJ2852'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2853 ***********************************************************************
 BJ2853  TIDAL BM    -  This is a Tidal Bench Mark.
 BJ2853  DESIGNATION -  52 V 012 LADTD
 BJ2853  PID         -  BJ2853
 BJ2853  STATE/COUNTY-  LA/ST TAMMANY
 BJ2853  USGS QUAD   -  MADISONVILLE (1979)
 BJ2853
 BJ2853                         *CURRENT SURVEY CONTROL
 BJ2853  ___________________________________________________________________
 BJ2853* NAD 83(1986)-  30 24 54.     (N)    090 09 47.     (W)     SCALED    
 BJ2853* NAVD 88     -         3.49   (+/-2cm)      11.5    (feet)  VERTCON   
 BJ2853  ___________________________________________________________________
 BJ2853  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ2853
 BJ2853  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2853
 BJ2853.The horizontal coordinates were scaled from a topographic map and have
 BJ2853.an estimated accuracy of +/- 6 seconds.
 BJ2853
 BJ2853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2853.The vertical order pertains to the NGVD 29 superseded value.
 BJ2853
 BJ2853.This Tidal Bench Mark is designated as VM 10870
 BJ2853.by the Center for Operational Oceanographic Products and Services.
 BJ2853
 BJ2853.The geoid height was determined by GEOID03.
 BJ2853
 BJ2853;                    North         East    Units  Estimated Accuracy
 BJ2853;SPC LA S     -   212,840.    1,112,440.      MT  (+/- 180 meters Scaled)
 BJ2853
 BJ2853                          SUPERSEDED SURVEY CONTROL
 BJ2853
 BJ2853  NGVD 29 (??/??/??)    3.505  (m)           11.50   (f) ADJUSTED    2 2
 BJ2853
 BJ2853.Superseded values are not recommended for survey control.
 BJ2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2853.See file dsdata.txt to determine how the superseded data were derived.
 BJ2853
 BJ2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP725681(NAD 83)
 BJ2853_MARKER: DD = SURVEY DISK
 BJ2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2853_SP_SET: CONCRETE POST
 BJ2853_STAMPING: 52 V 012 1977
 BJ2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2853+STABILITY: SURFACE MOTION
 BJ2853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2853+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 BJ2853
 BJ2853  HISTORY     - Date     Condition        Report By
 BJ2853  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2853  HISTORY     - 1982     GOOD             LADTD
 BJ2853  HISTORY     - 20050215 GOOD             USPSQD
 BJ2853
 BJ2853                          STATION DESCRIPTION
 BJ2853
 BJ2853'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2853'1 MI NORTH FROM MADISONVILLE.
 BJ2853'0.9 MILE NORTH ALONG LA. 21 FROM THE JUNCTION OF LA. 21 AND LA. 22 IN
 BJ2853'MADISONVILLE, 77 FEET WEST OF CENTERLINE OF LA. 21, 24 FEET NORTHWEST
 BJ2853'OF A 60 INCH LIVE OAK AND 26 FEET SOUTHWEST OF A 66 INCH LIVE OAK IN
 BJ2853'THE THEODORE DENDINGER MEMORIAL CEMETERY
 BJ2853
 BJ2853                          STATION RECOVERY (1982)
 BJ2853
 BJ2853'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2853'RECOVERED IN GOOD CONDITION.
 BJ2853
 BJ2853                          STATION RECOVERY (2005)
 BJ2853
 BJ2853'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ2853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2854 ***********************************************************************
 BJ2854  DESIGNATION -  52 V 013 LADTD
 BJ2854  PID         -  BJ2854
 BJ2854  STATE/COUNTY-  LA/ST TAMMANY
 BJ2854  USGS QUAD   -  MADISONVILLE (1979)
 BJ2854
 BJ2854                         *CURRENT SURVEY CONTROL
 BJ2854  ___________________________________________________________________
 BJ2854* NAD 83(1986)-  30 25 25.     (N)    090 09 25.     (W)     SCALED    
 BJ2854* NAVD 88     -         2.26   (+/-2cm)       7.4    (feet)  VERTCON   
 BJ2854  ___________________________________________________________________
 BJ2854  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ2854
 BJ2854  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2854
 BJ2854.The horizontal coordinates were scaled from a topographic map and have
 BJ2854.an estimated accuracy of +/- 6 seconds.
 BJ2854
 BJ2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2854.The vertical order pertains to the NGVD 29 superseded value.
 BJ2854
 BJ2854.The geoid height was determined by GEOID03.
 BJ2854
 BJ2854;                    North         East    Units  Estimated Accuracy
 BJ2854;SPC LA S     -   213,800.    1,113,010.      MT  (+/- 180 meters Scaled)
 BJ2854
 BJ2854                          SUPERSEDED SURVEY CONTROL
 BJ2854
 BJ2854  NGVD 29 (??/??/??)    2.274  (m)            7.46   (f) ADJUSTED    2 2
 BJ2854
 BJ2854.Superseded values are not recommended for survey control.
 BJ2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2854.See file dsdata.txt to determine how the superseded data were derived.
 BJ2854
 BJ2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP730691(NAD 83)
 BJ2854_MARKER: DD = SURVEY DISK
 BJ2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2854_SP_SET: CONCRETE POST
 BJ2854_STAMPING: 52 V 013 1977
 BJ2854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2854+STABILITY: SURFACE MOTION
 BJ2854
 BJ2854  HISTORY     - Date     Condition        Report By
 BJ2854  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2854
 BJ2854                          STATION DESCRIPTION
 BJ2854
 BJ2854'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2854'1.7 MI NORTH FROM MADISONVILLE.
 BJ2854'1.7 MILE NORTH ALONG LA. 21 FROM THE JUNCTION OF LA. 21 AND LA. 22 IN
 BJ2854'MADISONVILLE, 177 FEET EAST OF CENTERLINE OF LA. 21 AND 95 FEET SOUTH
 BJ2854'OF PRIVATE GRAVEL ROAD TO THE EAST AND ALONG A FENCE RUNNING EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2855 ***********************************************************************
 BJ2855  DESIGNATION -  52 V 014 LADTD
 BJ2855  PID         -  BJ2855
 BJ2855  STATE/COUNTY-  LA/ST TAMMANY
 BJ2855  USGS QUAD   -  MADISONVILLE (1979)
 BJ2855
 BJ2855                         *CURRENT SURVEY CONTROL
 BJ2855  ___________________________________________________________________
 BJ2855* NAD 83(1986)-  30 26 04.     (N)    090 08 58.     (W)     SCALED    
 BJ2855* NAVD 88     -         6.04   (+/-2cm)      19.8    (feet)  VERTCON   
 BJ2855  ___________________________________________________________________
 BJ2855  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BJ2855
 BJ2855  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2855
 BJ2855.The horizontal coordinates were scaled from a topographic map and have
 BJ2855.an estimated accuracy of +/- 6 seconds.
 BJ2855
 BJ2855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2855.The vertical order pertains to the NGVD 29 superseded value.
 BJ2855
 BJ2855.The geoid height was determined by GEOID03.
 BJ2855
 BJ2855;                    North         East    Units  Estimated Accuracy
 BJ2855;SPC LA S     -   215,010.    1,113,720.      MT  (+/- 180 meters Scaled)
 BJ2855
 BJ2855                          SUPERSEDED SURVEY CONTROL
 BJ2855
 BJ2855  NGVD 29 (??/??/??)    6.054  (m)           19.86   (f) ADJUSTED    2 1
 BJ2855
 BJ2855.Superseded values are not recommended for survey control.
 BJ2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2855.See file dsdata.txt to determine how the superseded data were derived.
 BJ2855
 BJ2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP737703(NAD 83)
 BJ2855_MARKER: DD = SURVEY DISK
 BJ2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2855_SP_SET: CONCRETE POST
 BJ2855_STAMPING: 52 V 014
 BJ2855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2855+STABILITY: SURFACE MOTION
 BJ2855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2855+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 BJ2855
 BJ2855  HISTORY     - Date     Condition        Report By
 BJ2855  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2855  HISTORY     - 20050215 GOOD             USPSQD
 BJ2855
 BJ2855                          STATION DESCRIPTION
 BJ2855
 BJ2855'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2855'2.5 MI NORTH FROM MADISONVILLE.
 BJ2855'2.5 MILE NORTH ALONG LA. 21 FROM THE JUNCTION OF LA. 21 AND LA. 22 IN
 BJ2855'MADISONVILLE. 114 FEET EAST OF CENTERLINE OF LA. 21 AND 33 FEET NORTH
 BJ2855'OF ROAD INTO TCHEFUNCTE CLUB ESTATES, 13 FEET NORTHWEST OF LDH R/W
 BJ2855'MARKER, 6 FEET NORTHWEST OF A POWER POLE
 BJ2855
 BJ2855                          STATION RECOVERY (2005)
 BJ2855
 BJ2855'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ2855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2859 ***********************************************************************
 BJ2859  DESIGNATION -  52 V 015 LADTD
 BJ2859  PID         -  BJ2859
 BJ2859  STATE/COUNTY-  LA/ST TAMMANY
 BJ2859  USGS QUAD   -  MADISONVILLE (1979)
 BJ2859
 BJ2859                         *CURRENT SURVEY CONTROL
 BJ2859  ___________________________________________________________________
 BJ2859* NAD 83(1986)-  30 27 27.     (N)    090 08 01.     (W)     SCALED    
 BJ2859* NAVD 88     -         6.98   (+/-2cm)      22.9    (feet)  VERTCON   
 BJ2859  ___________________________________________________________________
 BJ2859  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ2859
 BJ2859  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2859
 BJ2859.The horizontal coordinates were scaled from a topographic map and have
 BJ2859.an estimated accuracy of +/- 6 seconds.
 BJ2859
 BJ2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2859.The vertical order pertains to the NGVD 29 superseded value.
 BJ2859
 BJ2859.The geoid height was determined by GEOID03.
 BJ2859
 BJ2859;                    North         East    Units  Estimated Accuracy
 BJ2859;SPC LA S     -   217,580.    1,115,220.      MT  (+/- 180 meters Scaled)
 BJ2859
 BJ2859                          SUPERSEDED SURVEY CONTROL
 BJ2859
 BJ2859  NGVD 29 (??/??/??)    6.997  (m)           22.96   (f) ADJUSTED    2 1
 BJ2859
 BJ2859.Superseded values are not recommended for survey control.
 BJ2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2859.See file dsdata.txt to determine how the superseded data were derived.
 BJ2859
 BJ2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP752729(NAD 83)
 BJ2859_MARKER: DD = SURVEY DISK
 BJ2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2859_SP_SET: CONCRETE POST
 BJ2859_STAMPING: 52 V 015 1977
 BJ2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2859+STABILITY: SURFACE MOTION
 BJ2859
 BJ2859  HISTORY     - Date     Condition        Report By
 BJ2859  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2859
 BJ2859                          STATION DESCRIPTION
 BJ2859
 BJ2859'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2859'2.3 MI SOUTH FROM COVINGTON.
 BJ2859'2.3 MILE SOUTH ALONG LA. 21 FROM THE JUNCTION OF LA.21 AND U.S. 190
 BJ2859'IN COVINGTON. 151 FEET WEST OF LA. 21 AND 32 FEET SOUTH OF HIGHLAND
 BJ2859'PARK HOSPITAL ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2856 ***********************************************************************
 BJ2856  DESIGNATION -  52 V 016 LADTD
 BJ2856  PID         -  BJ2856
 BJ2856  STATE/COUNTY-  LA/ST TAMMANY
 BJ2856  USGS QUAD   -  COVINGTON (1994)
 BJ2856
 BJ2856                         *CURRENT SURVEY CONTROL
 BJ2856  ___________________________________________________________________
 BJ2856* NAD 83(1986)-  30 27 39.     (N)    090 07 10.     (W)     SCALED    
 BJ2856* NAVD 88     -         6.93   (+/-2cm)      22.7    (feet)  VERTCON   
 BJ2856  ___________________________________________________________________
 BJ2856  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ2856
 BJ2856  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2856
 BJ2856.The horizontal coordinates were scaled from a topographic map and have
 BJ2856.an estimated accuracy of +/- 6 seconds.
 BJ2856
 BJ2856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2856.The vertical order pertains to the NGVD 29 superseded value.
 BJ2856
 BJ2856.The geoid height was determined by GEOID03.
 BJ2856
 BJ2856;                    North         East    Units  Estimated Accuracy
 BJ2856;SPC LA S     -   217,970.    1,116,570.      MT  (+/- 180 meters Scaled)
 BJ2856
 BJ2856                          SUPERSEDED SURVEY CONTROL
 BJ2856
 BJ2856  NGVD 29 (??/??/??)    6.947  (m)           22.79   (f) ADJUSTED    2 2
 BJ2856
 BJ2856.Superseded values are not recommended for survey control.
 BJ2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2856.See file dsdata.txt to determine how the superseded data were derived.
 BJ2856
 BJ2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP765733(NAD 83)
 BJ2856_MARKER: DD = SURVEY DISK
 BJ2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2856_SP_SET: CONCRETE POST
 BJ2856_STAMPING: 52 V 016 1977
 BJ2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2856+STABILITY: SURFACE MOTION
 BJ2856
 BJ2856  HISTORY     - Date     Condition        Report By
 BJ2856  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2856  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 BJ2856
 BJ2856                          STATION DESCRIPTION
 BJ2856
 BJ2856'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2856'1.5 MI SOUTH FROM COVINGTON.
 BJ2856'1.5 MILE SOUTH ALONG LA. 21 FROM THE JUNCTION OF LA. 21 AND LA.U.S.190
 BJ2856'IN COVINGTON.  131 FEET EAST OF CENTERLINE OF LA. 21 AND 179 FEET
 BJ2856'NORTHWEST FROM NORTHWEST CORNER OF BROWN FUNERAL HOME
 BJ2856
 BJ2856                          STATION RECOVERY (2003)
 BJ2856
 BJ2856'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ2856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2857 ***********************************************************************
 BJ2857  DESIGNATION -  52 V 017 LADTD
 BJ2857  PID         -  BJ2857
 BJ2857  STATE/COUNTY-  LA/ST TAMMANY
 BJ2857  USGS QUAD   -  COVINGTON (1994)
 BJ2857
 BJ2857                         *CURRENT SURVEY CONTROL
 BJ2857  ___________________________________________________________________
 BJ2857* NAD 83(1986)-  30 28 30.     (N)    090 06 31.     (W)     SCALED    
 BJ2857* NAVD 88     -         7.19   (+/-2cm)      23.6    (feet)  VERTCON   
 BJ2857  ___________________________________________________________________
 BJ2857  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ2857
 BJ2857  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2857
 BJ2857.The horizontal coordinates were scaled from a topographic map and have
 BJ2857.an estimated accuracy of +/- 6 seconds.
 BJ2857
 BJ2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2857.The vertical order pertains to the NGVD 29 superseded value.
 BJ2857
 BJ2857.The geoid height was determined by GEOID03.
 BJ2857
 BJ2857;                    North         East    Units  Estimated Accuracy
 BJ2857;SPC LA S     -   219,550.    1,117,600.      MT  (+/- 180 meters Scaled)
 BJ2857
 BJ2857                          SUPERSEDED SURVEY CONTROL
 BJ2857
 BJ2857  NGVD 29 (??/??/??)    7.212  (m)           23.66   (f) ADJUSTED    2 2
 BJ2857
 BJ2857.Superseded values are not recommended for survey control.
 BJ2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2857.See file dsdata.txt to determine how the superseded data were derived.
 BJ2857
 BJ2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP775749(NAD 83)
 BJ2857_MARKER: DD = SURVEY DISK
 BJ2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2857_SP_SET: CONCRETE POST
 BJ2857_STAMPING: 52 V 017 1977
 BJ2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2857+STABILITY: SURFACE MOTION
 BJ2857
 BJ2857  HISTORY     - Date     Condition        Report By
 BJ2857  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2857
 BJ2857                          STATION DESCRIPTION
 BJ2857
 BJ2857'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2857'1.5 MI SOUTH FROM COVINGTON.
 BJ2857'0.3 MILE SOUTH ALONG LA. 21 FROM THE JUNCTION OF LA. 21 AND U.S. 190
 BJ2857'IN COVINGTON, 65 FEET EAST OF CENTERLINE OF LA. 21, 138 FEET NORTH OF
 BJ2857'CENTERLINE OF WEST 17TH AVENUE, 10 FEET SOUTHEAST OF SOUTHWEST CORNER
 BJ2857'OF CONCRETE BLOCK WASHATERIA, 3 FEET SOUTH OF THE EAST END OF NATURAL
 BJ2857'GAS METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2844 ***********************************************************************
 BJ2844  DESIGNATION -  52 V 018
 BJ2844  PID         -  BJ2844
 BJ2844  STATE/COUNTY-  LA/ST TAMMANY
 BJ2844  USGS QUAD   -  MANDEVILLE (1979)
 BJ2844
 BJ2844                         *CURRENT SURVEY CONTROL
 BJ2844  ___________________________________________________________________
 BJ2844* NAD 83(1986)-  30 21 31.     (N)    090 03 11.     (W)     SCALED    
 BJ2844* NAVD 88     -         3.510  (meters)      11.52   (feet)  ADJUSTED  
 BJ2844  ___________________________________________________________________
 BJ2844  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BJ2844  DYNAMIC HT  -           3.505 (meters)      11.50  (feet)  COMP
 BJ2844  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 BJ2844
 BJ2844  VERT ORDER  -  FIRST     CLASS II
 BJ2844
 BJ2844.The horizontal coordinates were scaled from a topographic map and have
 BJ2844.an estimated accuracy of +/- 6 seconds.
 BJ2844
 BJ2844.The orthometric height was determined by differential leveling
 BJ2844.and adjusted by the National Geodetic Survey in February 1994..
 BJ2844
 BJ2844.The geoid height was determined by GEOID03.
 BJ2844
 BJ2844.The dynamic height is computed by dividing the NAVD 88
 BJ2844.geopotential number by the normal gravity value computed on the
 BJ2844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2844.degrees latitude (g = 980.6199 gals.).
 BJ2844
 BJ2844.The modeled gravity was interpolated from observed gravity values.
 BJ2844
 BJ2844;                    North         East    Units  Estimated Accuracy
 BJ2844;SPC LA S     -   206,710.    1,123,070.      MT  (+/- 180 meters Scaled)
 BJ2844
 BJ2844                          SUPERSEDED SURVEY CONTROL
 BJ2844
 BJ2844  NGVD 29 (??/??/??)    3.507  (m)           11.51   (f) ADJUSTED    1 2
 BJ2844
 BJ2844.Superseded values are not recommended for survey control.
 BJ2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2844.See file dsdata.txt to determine how the superseded data were derived.
 BJ2844
 BJ2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP832622(NAD 83)
 BJ2844_MARKER: DD = SURVEY DISK
 BJ2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2844_SP_SET: CONCRETE POST
 BJ2844_STAMPING: 52V018 1977
 BJ2844_MARK LOGO: LADH  
 BJ2844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2844+STABILITY: SURFACE MOTION
 BJ2844
 BJ2844  HISTORY     - Date     Condition        Report By
 BJ2844  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2844  HISTORY     - 1983     GOOD             LADTD
 BJ2844  HISTORY     - 1983     GOOD             LADTD
 BJ2844  HISTORY     - 1986     GOOD             NGS
 BJ2844
 BJ2844                          STATION DESCRIPTION
 BJ2844
 BJ2844'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2844'0.6 MI EAST FROM MANDEVILLE.
 BJ2844'0.6 MILE EAST ALONG U.S. 190 FROM JUNCTION OF U.S. 190, LA. 59, AND
 BJ2844'LA. 1087 AT MANDEVILLE, 184 FEET SOUTH OF CENTERLINE OF U.S. 190, 70
 BJ2844'FEET WEST OF JACKSON AVENUE
 BJ2844
 BJ2844                          STATION RECOVERY (1983)
 BJ2844
 BJ2844'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ2844'RECOVERED IN GOOD CONDITION.
 BJ2844
 BJ2844                          STATION RECOVERY (1983)
 BJ2844
 BJ2844'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ2844'RECOVERED IN GOOD CONDITION.
 BJ2844
 BJ2844                          STATION RECOVERY (1986)
 BJ2844
 BJ2844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2844'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BJ2844'THE MARK IS STAMPED 52 V 018 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2845 ***********************************************************************
 BJ2845  DESIGNATION -  52 V 019
 BJ2845  PID         -  BJ2845
 BJ2845  STATE/COUNTY-  LA/ST TAMMANY
 BJ2845  USGS QUAD   -  MANDEVILLE (1979)
 BJ2845
 BJ2845                         *CURRENT SURVEY CONTROL
 BJ2845  ___________________________________________________________________
 BJ2845* NAD 83(1986)-  30 21 06.     (N)    090 02 09.     (W)     SCALED    
 BJ2845* NAVD 88     -         2.679  (meters)       8.79   (feet)  ADJUSTED  
 BJ2845  ___________________________________________________________________
 BJ2845  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BJ2845  DYNAMIC HT  -           2.675 (meters)       8.78  (feet)  COMP
 BJ2845  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ2845
 BJ2845  VERT ORDER  -  FIRST     CLASS II
 BJ2845
 BJ2845.The horizontal coordinates were scaled from a topographic map and have
 BJ2845.an estimated accuracy of +/- 6 seconds.
 BJ2845
 BJ2845.The orthometric height was determined by differential leveling
 BJ2845.and adjusted by the National Geodetic Survey in February 1994..
 BJ2845
 BJ2845.The geoid height was determined by GEOID03.
 BJ2845
 BJ2845.The dynamic height is computed by dividing the NAVD 88
 BJ2845.geopotential number by the normal gravity value computed on the
 BJ2845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2845.degrees latitude (g = 980.6199 gals.).
 BJ2845
 BJ2845.The modeled gravity was interpolated from observed gravity values.
 BJ2845
 BJ2845;                    North         East    Units  Estimated Accuracy
 BJ2845;SPC LA S     -   205,950.    1,124,740.      MT  (+/- 180 meters Scaled)
 BJ2845
 BJ2845                          SUPERSEDED SURVEY CONTROL
 BJ2845
 BJ2845  NGVD 29 (??/??/??)    2.683  (m)            8.80   (f) ADJUSTED    1 2
 BJ2845
 BJ2845.Superseded values are not recommended for survey control.
 BJ2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2845.See file dsdata.txt to determine how the superseded data were derived.
 BJ2845
 BJ2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP849614(NAD 83)
 BJ2845_MARKER: DD = SURVEY DISK
 BJ2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2845_SP_SET: CONCRETE POST
 BJ2845_STAMPING: 52V019 1977
 BJ2845_MARK LOGO: LADH  
 BJ2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2845+STABILITY: SURFACE MOTION
 BJ2845
 BJ2845  HISTORY     - Date     Condition        Report By
 BJ2845  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2845  HISTORY     - 1983     GOOD             LADTD
 BJ2845  HISTORY     - 1983     GOOD             LADTD
 BJ2845  HISTORY     - 1986     GOOD             NGS
 BJ2845  HISTORY     - 20060414 GOOD             NGS
 BJ2845
 BJ2845                          STATION DESCRIPTION
 BJ2845
 BJ2845'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2845'1.2 MI EAST FROM MANDEVILLE.
 BJ2845'1.2 MILE EAST ALONG U.S. 190, FROM THE JUNCTION OF U.S. 190, LA. 59,
 BJ2845'AND LA. 1087 IN MANDEVILLE, 108 FEET NORTH FROM CENTERLINE OF U.S.
 BJ2845'190 AND 7 FEET WEST OF SOUTHWEST CORNER OF A CHAIN LINK FENCE AT GAS
 BJ2845'LINE PUMPING STATION, AND 16 FEET WEST OF GAS RELIEF VALVE NEAR THE
 BJ2845'NORTH PROPERTY LINE OF FOUNTAINBLEAU STATE PARK.
 BJ2845
 BJ2845                          STATION RECOVERY (1983)
 BJ2845
 BJ2845'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ2845'RECOVERED IN GOOD CONDITION.
 BJ2845
 BJ2845                          STATION RECOVERY (1983)
 BJ2845
 BJ2845'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ2845'RECOVERED IN GOOD CONDITION.
 BJ2845
 BJ2845                          STATION RECOVERY (1986)
 BJ2845
 BJ2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2845'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BJ2845'IT IS 1.7 MILES NOT 1.2 MILES EAST ALONG U.S. HIGHWAY 190.
 BJ2845
 BJ2845                          STATION RECOVERY (2006)
 BJ2845
 BJ2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ2845'RECOVERED IN GOOD CONDITION.  ADD--1.6 FEET NNW OF A WITNESS POST, AND
 BJ2845'7 FEET IN LINE WITH THE EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2919 ***********************************************************************
 BJ2919  DESIGNATION -  52 V 020 LADTD
 BJ2919  PID         -  BJ2919
 BJ2919  STATE/COUNTY-  LA/ST TAMMANY
 BJ2919  USGS QUAD   -  WALDHEIM (1983)
 BJ2919
 BJ2919                         *CURRENT SURVEY CONTROL
 BJ2919  ___________________________________________________________________
 BJ2919* NAD 83(1986)-  30 30 02.     (N)    090 04 59.     (W)     SCALED    
 BJ2919* NAVD 88     -         9.93   (+/-2cm)      32.6    (feet)  VERTCON   
 BJ2919  ___________________________________________________________________
 BJ2919  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ2919
 BJ2919  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2919
 BJ2919.The horizontal coordinates were scaled from a topographic map and have
 BJ2919.an estimated accuracy of +/- 6 seconds.
 BJ2919
 BJ2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2919.The vertical order pertains to the NGVD 29 superseded value.
 BJ2919
 BJ2919.The geoid height was determined by GEOID03.
 BJ2919
 BJ2919;                    North         East    Units  Estimated Accuracy
 BJ2919;SPC LA S     -   222,410.    1,120,020.      MT  (+/- 180 meters Scaled)
 BJ2919
 BJ2919                          SUPERSEDED SURVEY CONTROL
 BJ2919
 BJ2919  NGVD 29 (??/??/??)    9.956  (m)           32.66   (f) ADJUSTED    2 2
 BJ2919
 BJ2919.Superseded values are not recommended for survey control.
 BJ2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2919.See file dsdata.txt to determine how the superseded data were derived.
 BJ2919
 BJ2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP799778(NAD 83)
 BJ2919_MARKER: DD = SURVEY DISK
 BJ2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2919_SP_SET: CONCRETE POST
 BJ2919_STAMPING: 52 V 020 1977
 BJ2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2919+STABILITY: SURFACE MOTION
 BJ2919
 BJ2919  HISTORY     - Date     Condition        Report By
 BJ2919  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2919
 BJ2919                          STATION DESCRIPTION
 BJ2919
 BJ2919'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2919'1.8 MI NE FROM COVINGTON.
 BJ2919'1.4 MILES NORTH ALONG LA. 437 FROM THE JUNCTION OF LA. 437 AND U.S.
 BJ2919'190 BY-PASS IN COVINGTON, 700 FEET NORTH OF KAIYER BRIDGE OVER BOGUE
 BJ2919'FALAYA RIVER, 100 FEET EAST OF CENTERLINE OF LA. 437, 40 FEET SOUTH
 BJ2919'OF CENTERLINE OF A PRIVATE DRIVE, AND ON THE SOUTH R/W OF A POWER LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2920 ***********************************************************************
 BJ2920  DESIGNATION -  52 V 021 LADTD
 BJ2920  PID         -  BJ2920
 BJ2920  STATE/COUNTY-  LA/ST TAMMANY
 BJ2920  USGS QUAD   -  WALDHEIM (1983)
 BJ2920
 BJ2920                         *CURRENT SURVEY CONTROL
 BJ2920  ___________________________________________________________________
 BJ2920* NAD 83(1986)-  30 31 03.     (N)    090 04 26.     (W)     SCALED    
 BJ2920* NAVD 88     -        11.83   (+/-2cm)      38.8    (feet)  VERTCON   
 BJ2920  ___________________________________________________________________
 BJ2920  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ2920
 BJ2920  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2920
 BJ2920.The horizontal coordinates were scaled from a topographic map and have
 BJ2920.an estimated accuracy of +/- 6 seconds.
 BJ2920
 BJ2920.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2920.The vertical order pertains to the NGVD 29 superseded value.
 BJ2920
 BJ2920.The geoid height was determined by GEOID03.
 BJ2920
 BJ2920;                    North         East    Units  Estimated Accuracy
 BJ2920;SPC LA S     -   224,300.    1,120,880.      MT  (+/- 180 meters Scaled)
 BJ2920
 BJ2920                          SUPERSEDED SURVEY CONTROL
 BJ2920
 BJ2920  NGVD 29 (??/??/??)   11.867  (m)           38.93   (f) ADJUSTED    2 2
 BJ2920
 BJ2920.Superseded values are not recommended for survey control.
 BJ2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2920.See file dsdata.txt to determine how the superseded data were derived.
 BJ2920
 BJ2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP808797(NAD 83)
 BJ2920_MARKER: DD = SURVEY DISK
 BJ2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2920_SP_SET: CONCRETE POST
 BJ2920_STAMPING: 52 V 021 1977
 BJ2920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2920+STABILITY: SURFACE MOTION
 BJ2920
 BJ2920  HISTORY     - Date     Condition        Report By
 BJ2920  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2920
 BJ2920                          STATION DESCRIPTION
 BJ2920
 BJ2920'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2920'3 MI NORTH FROM COVINGTON.
 BJ2920'2.9 MILES ALONG LA. 437 FROM THE JUNCTION OF LA. 437 AND U.S. 190
 BJ2920'BY-PASS IN COVINGTON, AT THE ENTRANCE TO PALM PLAZA SUBDIVISION, 119
 BJ2920'FEET EAST OF CENTERLINE OF LA. 1081 IN THE MEDIAN OF PALM BOULEVARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2921 ***********************************************************************
 BJ2921  DESIGNATION -  52 V 022 LADTD
 BJ2921  PID         -  BJ2921
 BJ2921  STATE/COUNTY-  LA/ST TAMMANY
 BJ2921  USGS QUAD   -  WALDHEIM (1983)
 BJ2921
 BJ2921                         *CURRENT SURVEY CONTROL
 BJ2921  ___________________________________________________________________
 BJ2921* NAD 83(1986)-  30 31 46.     (N)    090 04 31.     (W)     SCALED    
 BJ2921* NAVD 88     -        16.43   (+/-2cm)      53.9    (feet)  VERTCON   
 BJ2921  ___________________________________________________________________
 BJ2921  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ2921
 BJ2921  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2921
 BJ2921.The horizontal coordinates were scaled from a topographic map and have
 BJ2921.an estimated accuracy of +/- 6 seconds.
 BJ2921
 BJ2921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2921.The vertical order pertains to the NGVD 29 superseded value.
 BJ2921
 BJ2921.The geoid height was determined by GEOID03.
 BJ2921
 BJ2921;                    North         East    Units  Estimated Accuracy
 BJ2921;SPC LA S     -   225,620.    1,120,730.      MT  (+/- 180 meters Scaled)
 BJ2921
 BJ2921                          SUPERSEDED SURVEY CONTROL
 BJ2921
 BJ2921  NGVD 29 (??/??/??)   16.485  (m)           54.08   (f) ADJUSTED    2 2
 BJ2921
 BJ2921.Superseded values are not recommended for survey control.
 BJ2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2921.See file dsdata.txt to determine how the superseded data were derived.
 BJ2921
 BJ2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP806810(NAD 83)
 BJ2921_MARKER: DD = SURVEY DISK
 BJ2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2921_SP_SET: CONCRETE POST
 BJ2921_STAMPING: 52 V 022 1977
 BJ2921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2921+STABILITY: SURFACE MOTION
 BJ2921
 BJ2921  HISTORY     - Date     Condition        Report By
 BJ2921  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2921
 BJ2921                          STATION DESCRIPTION
 BJ2921
 BJ2921'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2921'3.9 MI NORTH FROM COVINGTON.
 BJ2921'3.6 MILES NORTH ALONG LA. 437 FROM THE JUNCTION OF LA. 437 AND U.S.
 BJ2921'190 BY-PASS IN COVINGTON, 144 WEST OF CENTERLINE OF LA. 437, 23 FEET
 BJ2921'NORTH OF SOUTH FITZMORRIS ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2922 ***********************************************************************
 BJ2922  DESIGNATION -  52 V 023 LADTD
 BJ2922  PID         -  BJ2922
 BJ2922  STATE/COUNTY-  LA/ST TAMMANY
 BJ2922  USGS QUAD   -  WALDHEIM (1983)
 BJ2922
 BJ2922                         *CURRENT SURVEY CONTROL
 BJ2922  ___________________________________________________________________
 BJ2922* NAD 83(1986)-  30 32 40.     (N)    090 04 31.     (W)     SCALED    
 BJ2922* NAVD 88     -        20.16   (+/-2cm)      66.1    (feet)  VERTCON   
 BJ2922  ___________________________________________________________________
 BJ2922  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2922
 BJ2922  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2922
 BJ2922.The horizontal coordinates were scaled from a topographic map and have
 BJ2922.an estimated accuracy of +/- 6 seconds.
 BJ2922
 BJ2922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2922.The vertical order pertains to the NGVD 29 superseded value.
 BJ2922
 BJ2922.The geoid height was determined by GEOID03.
 BJ2922
 BJ2922;                    North         East    Units  Estimated Accuracy
 BJ2922;SPC LA S     -   227,280.    1,120,710.      MT  (+/- 180 meters Scaled)
 BJ2922
 BJ2922                          SUPERSEDED SURVEY CONTROL
 BJ2922
 BJ2922  NGVD 29 (??/??/??)   20.226  (m)           66.36   (f) ADJUSTED    2 2
 BJ2922
 BJ2922.Superseded values are not recommended for survey control.
 BJ2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2922.See file dsdata.txt to determine how the superseded data were derived.
 BJ2922
 BJ2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP805827(NAD 83)
 BJ2922_MARKER: DD = SURVEY DISK
 BJ2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2922_SP_SET: CONCRETE POST
 BJ2922_STAMPING: 52 V 023 1977
 BJ2922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2922+STABILITY: SURFACE MOTION
 BJ2922
 BJ2922  HISTORY     - Date     Condition        Report By
 BJ2922  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2922
 BJ2922                          STATION DESCRIPTION
 BJ2922
 BJ2922'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2922'4.8 MI NORTH FROM COVINGTON.
 BJ2922'4.6 MILES NORTH ALONG LA. 437 FROM THE JUNCTION OF LA 437 AND U.S. 190
 BJ2922'BY-PASS IN COVINGTON, 122 FEET WEST OF LA. 437, 15 FEET SOUTH OF HULIN
 BJ2922'ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2923 ***********************************************************************
 BJ2923  DESIGNATION -  52 V 024 LADTD
 BJ2923  PID         -  BJ2923
 BJ2923  STATE/COUNTY-  LA/ST TAMMANY
 BJ2923  USGS QUAD   -  WALDHEIM (1983)
 BJ2923
 BJ2923                         *CURRENT SURVEY CONTROL
 BJ2923  ___________________________________________________________________
 BJ2923* NAD 83(1986)-  30 33 23.     (N)    090 04 31.     (W)     SCALED    
 BJ2923* NAVD 88     -        26.91   (+/-2cm)      88.3    (feet)  VERTCON   
 BJ2923  ___________________________________________________________________
 BJ2923  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2923
 BJ2923  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2923
 BJ2923.The horizontal coordinates were scaled from a topographic map and have
 BJ2923.an estimated accuracy of +/- 6 seconds.
 BJ2923
 BJ2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2923.The vertical order pertains to the NGVD 29 superseded value.
 BJ2923
 BJ2923.The geoid height was determined by GEOID03.
 BJ2923
 BJ2923;                    North         East    Units  Estimated Accuracy
 BJ2923;SPC LA S     -   228,610.    1,120,700.      MT  (+/- 180 meters Scaled)
 BJ2923
 BJ2923                          SUPERSEDED SURVEY CONTROL
 BJ2923
 BJ2923  NGVD 29 (??/??/??)   26.976  (m)           88.50   (f) ADJUSTED    2 2
 BJ2923
 BJ2923.Superseded values are not recommended for survey control.
 BJ2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2923.See file dsdata.txt to determine how the superseded data were derived.
 BJ2923
 BJ2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP805840(NAD 83)
 BJ2923_MARKER: DD = SURVEY DISK
 BJ2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2923_SP_SET: CONCRETE POST
 BJ2923_STAMPING: 52 V 024 1977
 BJ2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2923+STABILITY: SURFACE MOTION
 BJ2923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2923+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 BJ2923
 BJ2923  HISTORY     - Date     Condition        Report By
 BJ2923  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2923  HISTORY     - 20060424 GOOD             NGS
 BJ2923
 BJ2923                          STATION DESCRIPTION
 BJ2923
 BJ2923'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2923'5.9 MI NORTH FROM COVINGTON.
 BJ2923'5.7 MILES NORTH ALONG LA. 437 FROM THE JUNCTION OF LA. 437 AND U.S.
 BJ2923'190 BY-PASS IN COVINGTON, 98 FEET WEST OF LA. 437, 15 FEET NORTH OF
 BJ2923'A PRIVATE DRIVE
 BJ2923
 BJ2923                          STATION RECOVERY (2006)
 BJ2923
 BJ2923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ2923'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2928 ***********************************************************************
 BJ2928  DESIGNATION -  52 V 025 LADTD
 BJ2928  PID         -  BJ2928
 BJ2928  STATE/COUNTY-  LA/ST TAMMANY
 BJ2928  USGS QUAD   -  WALDHEIM (1983)
 BJ2928
 BJ2928                         *CURRENT SURVEY CONTROL
 BJ2928  ___________________________________________________________________
 BJ2928* NAD 83(1986)-  30 35 28.     (N)    090 04 35.     (W)     SCALED    
 BJ2928* NAVD 88     -        43.746  (meters)     143.52   (feet)  ADJUSTED  
 BJ2928  ___________________________________________________________________
 BJ2928  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ2928  DYNAMIC HT  -          43.690 (meters)     143.34  (feet)  COMP
 BJ2928  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ2928
 BJ2928  VERT ORDER  -  SECOND    CLASS I
 BJ2928
 BJ2928.The horizontal coordinates were scaled from a topographic map and have
 BJ2928.an estimated accuracy of +/- 6 seconds.
 BJ2928
 BJ2928.The orthometric height was determined by differential leveling
 BJ2928.and adjusted by the National Geodetic Survey in March 1998..
 BJ2928
 BJ2928.The geoid height was determined by GEOID03.
 BJ2928
 BJ2928.The dynamic height is computed by dividing the NAVD 88
 BJ2928.geopotential number by the normal gravity value computed on the
 BJ2928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2928.degrees latitude (g = 980.6199 gals.).
 BJ2928
 BJ2928.The modeled gravity was interpolated from observed gravity values.
 BJ2928
 BJ2928;                    North         East    Units  Estimated Accuracy
 BJ2928;SPC LA S     -   232,450.    1,120,550.      MT  (+/- 180 meters Scaled)
 BJ2928
 BJ2928                          SUPERSEDED SURVEY CONTROL
 BJ2928
 BJ2928  NGVD 29 (??/??/??)   43.845  (m)          143.85   (f) ADJUSTED    2 1
 BJ2928
 BJ2928.Superseded values are not recommended for survey control.
 BJ2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2928.See file dsdata.txt to determine how the superseded data were derived.
 BJ2928
 BJ2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP803879(NAD 83)
 BJ2928_MARKER: DD = SURVEY DISK
 BJ2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2928_SP_SET: CONCRETE POST
 BJ2928_STAMPING: 52 V 025 1977
 BJ2928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2928+STABILITY: SURFACE MOTION
 BJ2928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2928+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 BJ2928
 BJ2928  HISTORY     - Date     Condition        Report By
 BJ2928  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2928  HISTORY     - 20060424 GOOD             NGS
 BJ2928
 BJ2928                          STATION DESCRIPTION
 BJ2928
 BJ2928'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2928'8.3 MI NORTH FROM COVINGTON.
 BJ2928'0.5 MILES NORTH ALONG LA. 1129 FROM THE JUNCTION OF LA. 1129 AND LA.
 BJ2928'40, 150 FEET WEST OF LA. 1129, 154 FEET SOUTH OF JARREL ROAD
 BJ2928
 BJ2928                          STATION RECOVERY (2006)
 BJ2928
 BJ2928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ2928'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2929 ***********************************************************************
 BJ2929  DESIGNATION -  52 V 026 LADTD
 BJ2929  PID         -  BJ2929
 BJ2929  STATE/COUNTY-  LA/ST TAMMANY
 BJ2929  USGS QUAD   -  WALDHEIM (1983)
 BJ2929
 BJ2929                         *CURRENT SURVEY CONTROL
 BJ2929  ___________________________________________________________________
 BJ2929* NAD 83(1986)-  30 36 25.     (N)    090 04 36.     (W)     SCALED    
 BJ2929* NAVD 88     -        43.29   (+/-2cm)     142.0    (feet)  VERTCON   
 BJ2929  ___________________________________________________________________
 BJ2929  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2929
 BJ2929  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2929
 BJ2929.The horizontal coordinates were scaled from a topographic map and have
 BJ2929.an estimated accuracy of +/- 6 seconds.
 BJ2929
 BJ2929.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2929.The vertical order pertains to the NGVD 29 superseded value.
 BJ2929
 BJ2929.The geoid height was determined by GEOID03.
 BJ2929
 BJ2929;                    North         East    Units  Estimated Accuracy
 BJ2929;SPC LA S     -   234,210.    1,120,500.      MT  (+/- 180 meters Scaled)
 BJ2929
 BJ2929                          SUPERSEDED SURVEY CONTROL
 BJ2929
 BJ2929  NGVD 29 (??/??/??)   43.367  (m)          142.28   (f) ADJUSTED    2 2
 BJ2929
 BJ2929.Superseded values are not recommended for survey control.
 BJ2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2929.See file dsdata.txt to determine how the superseded data were derived.
 BJ2929
 BJ2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP802896(NAD 83)
 BJ2929_MARKER: DD = SURVEY DISK
 BJ2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2929_SP_SET: CONCRETE POST
 BJ2929_STAMPING: 52 V 026 1977
 BJ2929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2929+STABILITY: SURFACE MOTION
 BJ2929
 BJ2929  HISTORY     - Date     Condition        Report By
 BJ2929  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2929
 BJ2929                          STATION DESCRIPTION
 BJ2929
 BJ2929'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2929'8.5 MI SOUTH FROM ENON.
 BJ2929'1.5 MILE NORTH ALONG LA. 1129 FROM THE JUNCTION OF LA. 1129 AND LA. 40
 BJ2929', 139 FEET WEST OF LA. 1129, 15 FEET SOUTHWEST OF 48 INCH LIVE OAK, 18
 BJ2929'FEET NORTH OF PRIVATE DRIVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2930 ***********************************************************************
 BJ2930  DESIGNATION -  52 V 027 LADTD
 BJ2930  PID         -  BJ2930
 BJ2930  STATE/COUNTY-  LA/ST TAMMANY
 BJ2930  USGS QUAD   -  WALDHEIM (1983)
 BJ2930
 BJ2930                         *CURRENT SURVEY CONTROL
 BJ2930  ___________________________________________________________________
 BJ2930* NAD 83(1986)-  30 37 18.     (N)    090 04 30.     (W)     SCALED    
 BJ2930* NAVD 88     -        42.84   (+/-2cm)     140.6    (feet)  VERTCON   
 BJ2930  ___________________________________________________________________
 BJ2930  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2930
 BJ2930  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2930
 BJ2930.The horizontal coordinates were scaled from a topographic map and have
 BJ2930.an estimated accuracy of +/- 6 seconds.
 BJ2930
 BJ2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2930.The vertical order pertains to the NGVD 29 superseded value.
 BJ2930
 BJ2930.The geoid height was determined by GEOID03.
 BJ2930
 BJ2930;                    North         East    Units  Estimated Accuracy
 BJ2930;SPC LA S     -   235,840.    1,120,640.      MT  (+/- 180 meters Scaled)
 BJ2930
 BJ2930                          SUPERSEDED SURVEY CONTROL
 BJ2930
 BJ2930  NGVD 29 (??/??/??)   42.919  (m)          140.81   (f) ADJUSTED    2 2
 BJ2930
 BJ2930.Superseded values are not recommended for survey control.
 BJ2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2930.See file dsdata.txt to determine how the superseded data were derived.
 BJ2930
 BJ2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP803913(NAD 83)
 BJ2930_MARKER: DD = SURVEY DISK
 BJ2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2930_SP_SET: CONCRETE POST
 BJ2930_STAMPING: 52 V 027 1977
 BJ2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2930+STABILITY: SURFACE MOTION
 BJ2930
 BJ2930  HISTORY     - Date     Condition        Report By
 BJ2930  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2930
 BJ2930                          STATION DESCRIPTION
 BJ2930
 BJ2930'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2930'7.4 MI SOUTH FROM ENON.
 BJ2930'2.6 MILES NORTH ALONG LA. 1129 FROM THE JUNCTION OF LA. 1129 AND LA.
 BJ2930'40, 112 FEET EAST OF LA. 1129 AND 70 FEET NORTH OF FAIR HAVEN ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2931 ***********************************************************************
 BJ2931  DESIGNATION -  52 V 028 LADTD
 BJ2931  PID         -  BJ2931
 BJ2931  STATE/COUNTY-  LA/ST TAMMANY
 BJ2931  USGS QUAD   -  ENON (1983)
 BJ2931
 BJ2931                         *CURRENT SURVEY CONTROL
 BJ2931  ___________________________________________________________________
 BJ2931* NAD 83(1986)-  30 38 09.     (N)    090 04 32.     (W)     SCALED    
 BJ2931* NAVD 88     -        48.93   (+/-2cm)     160.5    (feet)  VERTCON   
 BJ2931  ___________________________________________________________________
 BJ2931  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ2931
 BJ2931  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2931
 BJ2931.The horizontal coordinates were scaled from a topographic map and have
 BJ2931.an estimated accuracy of +/- 6 seconds.
 BJ2931
 BJ2931.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2931.The vertical order pertains to the NGVD 29 superseded value.
 BJ2931
 BJ2931.The geoid height was determined by GEOID03.
 BJ2931
 BJ2931;                    North         East    Units  Estimated Accuracy
 BJ2931;SPC LA S     -   237,410.    1,120,570.      MT  (+/- 180 meters Scaled)
 BJ2931
 BJ2931                          SUPERSEDED SURVEY CONTROL
 BJ2931
 BJ2931  NGVD 29 (??/??/??)   49.007  (m)          160.78   (f) ADJUSTED    2 2
 BJ2931
 BJ2931.Superseded values are not recommended for survey control.
 BJ2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2931.See file dsdata.txt to determine how the superseded data were derived.
 BJ2931
 BJ2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP802928(NAD 83)
 BJ2931_MARKER: DD = SURVEY DISK
 BJ2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2931_SP_SET: CONCRETE POST
 BJ2931_STAMPING: 52 V 028 1977
 BJ2931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2931+STABILITY: SURFACE MOTION
 BJ2931
 BJ2931  HISTORY     - Date     Condition        Report By
 BJ2931  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2931
 BJ2931                          STATION DESCRIPTION
 BJ2931
 BJ2931'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2931'6.4 MI SOUTH FROM ENON.
 BJ2931'3.6 MILES NORTH ALONG LA. 1129 FROM THE JUNCTION OF LA. 1129 AND LA.
 BJ2931'40, .2 MILE SOUTH OF SHORT CUT ROAD, 150 FEET EAST OF LA. 1129
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2932 ***********************************************************************
 BJ2932  DESIGNATION -  52 V 029 LADTD
 BJ2932  PID         -  BJ2932
 BJ2932  STATE/COUNTY-  LA/ST TAMMANY
 BJ2932  USGS QUAD   -  ENON (1983)
 BJ2932
 BJ2932                         *CURRENT SURVEY CONTROL
 BJ2932  ___________________________________________________________________
 BJ2932* NAD 83(1986)-  30 39 01.     (N)    090 04 32.     (W)     SCALED    
 BJ2932* NAVD 88     -        54.76   (+/-2cm)     179.7    (feet)  VERTCON   
 BJ2932  ___________________________________________________________________
 BJ2932  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2932
 BJ2932  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2932
 BJ2932.The horizontal coordinates were scaled from a topographic map and have
 BJ2932.an estimated accuracy of +/- 6 seconds.
 BJ2932
 BJ2932.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2932.The vertical order pertains to the NGVD 29 superseded value.
 BJ2932
 BJ2932.The geoid height was determined by GEOID03.
 BJ2932
 BJ2932;                    North         East    Units  Estimated Accuracy
 BJ2932;SPC LA S     -   239,010.    1,120,560.      MT  (+/- 180 meters Scaled)
 BJ2932
 BJ2932                          SUPERSEDED SURVEY CONTROL
 BJ2932
 BJ2932  NGVD 29 (??/??/??)   54.845  (m)          179.94   (f) ADJUSTED    2 2
 BJ2932
 BJ2932.Superseded values are not recommended for survey control.
 BJ2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2932.See file dsdata.txt to determine how the superseded data were derived.
 BJ2932
 BJ2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP802944(NAD 83)
 BJ2932_MARKER: DD = SURVEY DISK
 BJ2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2932_SP_SET: CONCRETE POST
 BJ2932_STAMPING: 52 V 029 1977
 BJ2932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2932+STABILITY: SURFACE MOTION
 BJ2932
 BJ2932  HISTORY     - Date     Condition        Report By
 BJ2932  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2932
 BJ2932                          STATION DESCRIPTION
 BJ2932
 BJ2932'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2932'5.4 MI SOUTH FROM ENON.
 BJ2932'4.6 MILES NORTH ALONG LA. 1129 FROM THE JUNCTION OF LA. 1129 AND LA.
 BJ2932'40, 168 FEET EAST OF LA. 1129, 66 FEET NORTH OF A GRAVEL ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2933 ***********************************************************************
 BJ2933  DESIGNATION -  52 V 030 LADTD
 BJ2933  PID         -  BJ2933
 BJ2933  STATE/COUNTY-  LA/ST TAMMANY
 BJ2933  USGS QUAD   -  ENON (1983)
 BJ2933
 BJ2933                         *CURRENT SURVEY CONTROL
 BJ2933  ___________________________________________________________________
 BJ2933* NAD 83(1986)-  30 39 53.     (N)    090 04 46.     (W)     SCALED    
 BJ2933* NAVD 88     -        40.51   (+/-2cm)     132.9    (feet)  VERTCON   
 BJ2933  ___________________________________________________________________
 BJ2933  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2933
 BJ2933  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2933
 BJ2933.The horizontal coordinates were scaled from a topographic map and have
 BJ2933.an estimated accuracy of +/- 6 seconds.
 BJ2933
 BJ2933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2933.The vertical order pertains to the NGVD 29 superseded value.
 BJ2933
 BJ2933.The geoid height was determined by GEOID03.
 BJ2933
 BJ2933;                    North         East    Units  Estimated Accuracy
 BJ2933;SPC LA S     -   240,610.    1,120,170.      MT  (+/- 180 meters Scaled)
 BJ2933
 BJ2933                          SUPERSEDED SURVEY CONTROL
 BJ2933
 BJ2933  NGVD 29 (??/??/??)   40.592  (m)          133.18   (f) ADJUSTED    2 2
 BJ2933
 BJ2933.Superseded values are not recommended for survey control.
 BJ2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2933.See file dsdata.txt to determine how the superseded data were derived.
 BJ2933
 BJ2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP798960(NAD 83)
 BJ2933_MARKER: DD = SURVEY DISK
 BJ2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2933_SP_SET: CONCRETE POST
 BJ2933_STAMPING: 52 V 030 1977
 BJ2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2933+STABILITY: SURFACE MOTION
 BJ2933
 BJ2933  HISTORY     - Date     Condition        Report By
 BJ2933  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2933
 BJ2933                          STATION DESCRIPTION
 BJ2933
 BJ2933'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2933'4.4 MI SOUTH FROM ENON.
 BJ2933'5.8 MILES NORTH ALONG LA. 1129 FROM THE JUNCTION OF LA. 1129 AND LA.
 BJ2933'40, 250 FEET NORTH OF A BRIDGE, 170 FEET EAST OF LA. 1129
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2934 ***********************************************************************
 BJ2934  DESIGNATION -  52 V 031 LADTD
 BJ2934  PID         -  BJ2934
 BJ2934  STATE/COUNTY-  LA/ST TAMMANY
 BJ2934  USGS QUAD   -  ENON (1983)
 BJ2934
 BJ2934                         *CURRENT SURVEY CONTROL
 BJ2934  ___________________________________________________________________
 BJ2934* NAD 83(1986)-  30 40 49.     (N)    090 04 47.     (W)     SCALED    
 BJ2934* NAVD 88     -        57.96   (+/-2cm)     190.2    (feet)  VERTCON   
 BJ2934  ___________________________________________________________________
 BJ2934  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2934
 BJ2934  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2934
 BJ2934.The horizontal coordinates were scaled from a topographic map and have
 BJ2934.an estimated accuracy of +/- 6 seconds.
 BJ2934
 BJ2934.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2934.The vertical order pertains to the NGVD 29 superseded value.
 BJ2934
 BJ2934.The geoid height was determined by GEOID03.
 BJ2934
 BJ2934;                    North         East    Units  Estimated Accuracy
 BJ2934;SPC LA S     -   242,330.    1,120,120.      MT  (+/- 180 meters Scaled)
 BJ2934
 BJ2934                          SUPERSEDED SURVEY CONTROL
 BJ2934
 BJ2934  NGVD 29 (??/??/??)   58.044  (m)          190.43   (f) ADJUSTED    2 2
 BJ2934
 BJ2934.Superseded values are not recommended for survey control.
 BJ2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2934.See file dsdata.txt to determine how the superseded data were derived.
 BJ2934
 BJ2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP797978(NAD 83)
 BJ2934_MARKER: DD = SURVEY DISK
 BJ2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2934_SP_SET: CONCRETE POST
 BJ2934_STAMPING: 52 V 031 1977
 BJ2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2934+STABILITY: SURFACE MOTION
 BJ2934
 BJ2934  HISTORY     - Date     Condition        Report By
 BJ2934  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2934
 BJ2934                          STATION DESCRIPTION
 BJ2934
 BJ2934'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2934'3.3 MI SOUTH FROM ENON.
 BJ2934'7.1 MILES NORTH ALONG LA. 1129 FROM THE JUNCTION OF LA. 1129 AND LA.
 BJ2934'40, 115 FEET EAST OF LA. 1129, 38 FEET SOUTH OF GRAVEL ROAD ALONG
 BJ2934'WASHINGTON - ST. TAMMANY PARISH LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2909 ***********************************************************************
 BJ2909  DESIGNATION -  52 V 032 LADTD
 BJ2909  PID         -  BJ2909
 BJ2909  STATE/COUNTY-  LA/ST TAMMANY
 BJ2909  USGS QUAD   -  COVINGTON (1994)
 BJ2909
 BJ2909                         *CURRENT SURVEY CONTROL
 BJ2909  ___________________________________________________________________
 BJ2909* NAD 83(1986)-  30 29 20.     (N)    090 04 30.     (W)     SCALED    
 BJ2909* NAVD 88     -         8.20   (+/-2cm)      26.9    (feet)  VERTCON   
 BJ2909  ___________________________________________________________________
 BJ2909  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ2909
 BJ2909  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2909
 BJ2909.The horizontal coordinates were scaled from a topographic map and have
 BJ2909.an estimated accuracy of +/- 6 seconds.
 BJ2909
 BJ2909.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2909.The vertical order pertains to the NGVD 29 superseded value.
 BJ2909
 BJ2909.The geoid height was determined by GEOID03.
 BJ2909
 BJ2909;                    North         East    Units  Estimated Accuracy
 BJ2909;SPC LA S     -   221,120.    1,120,810.      MT  (+/- 180 meters Scaled)
 BJ2909
 BJ2909                          SUPERSEDED SURVEY CONTROL
 BJ2909
 BJ2909  NGVD 29 (??/??/??)    8.222  (m)           26.98   (f) ADJUSTED    2 1
 BJ2909
 BJ2909.Superseded values are not recommended for survey control.
 BJ2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2909.See file dsdata.txt to determine how the superseded data were derived.
 BJ2909
 BJ2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP807765(NAD 83)
 BJ2909_MARKER: DD = SURVEY DISK
 BJ2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2909_SP_SET: CONCRETE POST
 BJ2909_STAMPING: 52 V 032 1977
 BJ2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2909+STABILITY: SURFACE MOTION
 BJ2909
 BJ2909  HISTORY     - Date     Condition        Report By
 BJ2909  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2909
 BJ2909                          STATION DESCRIPTION
 BJ2909
 BJ2909'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2909'1.6 MILE NE FROM COVINGTON.
 BJ2909'1 MILE NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S 190
 BJ2909'AT CLAIBORNE HILL COVINGTON. 97 FEET SOUTHEAST OF CENTERLINE OF LA 21,
 BJ2909'74 FEET SOUTHEAST OF A CONCRETE HEADWALL, 82S FEET NORTHEAST ALONG LA
 BJ2909'21 FROM THE GREEN SPRINGS MOTEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2910 ***********************************************************************
 BJ2910  DESIGNATION -  52 V 033 LADTD
 BJ2910  PID         -  BJ2910
 BJ2910  STATE/COUNTY-  LA/ST TAMMANY
 BJ2910  USGS QUAD   -  COVINGTON (1994)
 BJ2910
 BJ2910                         *CURRENT SURVEY CONTROL
 BJ2910  ___________________________________________________________________
 BJ2910* NAD 83(1986)-  30 29 56.     (N)    090 03 46.     (W)     SCALED    
 BJ2910* NAVD 88     -         9.60   (+/-2cm)      31.5    (feet)  VERTCON   
 BJ2910  ___________________________________________________________________
 BJ2910  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ2910
 BJ2910  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2910
 BJ2910.The horizontal coordinates were scaled from a topographic map and have
 BJ2910.an estimated accuracy of +/- 6 seconds.
 BJ2910
 BJ2910.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2910.The vertical order pertains to the NGVD 29 superseded value.
 BJ2910
 BJ2910.The geoid height was determined by GEOID03.
 BJ2910
 BJ2910;                    North         East    Units  Estimated Accuracy
 BJ2910;SPC LA S     -   222,240.    1,121,970.      MT  (+/- 180 meters Scaled)
 BJ2910
 BJ2910                          SUPERSEDED SURVEY CONTROL
 BJ2910
 BJ2910  NGVD 29 (??/??/??)    9.626  (m)           31.58   (f) ADJUSTED    2 1
 BJ2910
 BJ2910.Superseded values are not recommended for survey control.
 BJ2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2910.See file dsdata.txt to determine how the superseded data were derived.
 BJ2910
 BJ2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP819777(NAD 83)
 BJ2910_MARKER: DD = SURVEY DISK
 BJ2910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2910_SP_SET: CONCRETE POST
 BJ2910_STAMPING: 52 V 033 1977
 BJ2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2910+STABILITY: SURFACE MOTION
 BJ2910
 BJ2910  HISTORY     - Date     Condition        Report By
 BJ2910  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2910
 BJ2910                          STATION DESCRIPTION
 BJ2910
 BJ2910'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2910'2.5 MILE NE FROM COVINGTON.
 BJ2910'2.1 MILE NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BJ2910'190 AT CLAIBORNE HILL COVINGTON, 535 FEET SOUTH OF LOUISIANA STREET,
 BJ2910'40 FEET SOUTH OF AN UNDEVELOPED STREET, 150 FEET SOUTHEAST OF LA 21,
 BJ2910'72 FEET EAST OF A PRIVATE DRIVE, 48 FEET SOUTHEAST OF A POWER POLE,
 BJ2910'2 FEET EAST OF A FENCE LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2911 ***********************************************************************
 BJ2911  DESIGNATION -  52 V 034 LADTD
 BJ2911  PID         -  BJ2911
 BJ2911  STATE/COUNTY-  LA/ST TAMMANY
 BJ2911  USGS QUAD   -  WALDHEIM (1983)
 BJ2911
 BJ2911                         *CURRENT SURVEY CONTROL
 BJ2911  ___________________________________________________________________
 BJ2911* NAD 83(1986)-  30 30 38.     (N)    090 03 17.     (W)     SCALED    
 BJ2911* NAVD 88     -        11.66   (+/-2cm)      38.3    (feet)  VERTCON   
 BJ2911  ___________________________________________________________________
 BJ2911  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ2911
 BJ2911  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2911
 BJ2911.The horizontal coordinates were scaled from a topographic map and have
 BJ2911.an estimated accuracy of +/- 6 seconds.
 BJ2911
 BJ2911.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2911.The vertical order pertains to the NGVD 29 superseded value.
 BJ2911
 BJ2911.The geoid height was determined by GEOID03.
 BJ2911
 BJ2911;                    North         East    Units  Estimated Accuracy
 BJ2911;SPC LA S     -   223,550.    1,122,730.      MT  (+/- 180 meters Scaled)
 BJ2911
 BJ2911                          SUPERSEDED SURVEY CONTROL
 BJ2911
 BJ2911  NGVD 29 (??/??/??)   11.691  (m)           38.36   (f) ADJUSTED    2 1
 BJ2911
 BJ2911.Superseded values are not recommended for survey control.
 BJ2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2911.See file dsdata.txt to determine how the superseded data were derived.
 BJ2911
 BJ2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP826790(NAD 83)
 BJ2911_MARKER: DD = SURVEY DISK
 BJ2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2911_SP_SET: CONCRETE POST
 BJ2911_STAMPING: 52 V 034 1977
 BJ2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2911+STABILITY: SURFACE MOTION
 BJ2911
 BJ2911  HISTORY     - Date     Condition        Report By
 BJ2911  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2911
 BJ2911                          STATION DESCRIPTION
 BJ2911
 BJ2911'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2911'3.3 MILE NE FROM COVINGTON.
 BJ2911'3.1 MILE NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BJ2911'190 AT CLAIBORNE HILL COVINGTON, 119 FEET EAST OF LA 21, 2 FEET NORTH
 BJ2911'OF A FENCE LINE, ACROSS LA 21 FROM A CONCRETE FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2912 ***********************************************************************
 BJ2912  DESIGNATION -  52 V 035 LADTD
 BJ2912  PID         -  BJ2912
 BJ2912  STATE/COUNTY-  LA/ST TAMMANY
 BJ2912  USGS QUAD   -  WALDHEIM (1983)
 BJ2912
 BJ2912                         *CURRENT SURVEY CONTROL
 BJ2912  ___________________________________________________________________
 BJ2912* NAD 83(1986)-  30 31 21.     (N)    090 02 44.     (W)     SCALED    
 BJ2912* NAVD 88     -        15.29   (+/-2cm)      50.2    (feet)  VERTCON   
 BJ2912  ___________________________________________________________________
 BJ2912  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ2912
 BJ2912  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2912
 BJ2912.The horizontal coordinates were scaled from a topographic map and have
 BJ2912.an estimated accuracy of +/- 6 seconds.
 BJ2912
 BJ2912.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2912.The vertical order pertains to the NGVD 29 superseded value.
 BJ2912
 BJ2912.The geoid height was determined by GEOID03.
 BJ2912
 BJ2912;                    North         East    Units  Estimated Accuracy
 BJ2912;SPC LA S     -   224,880.    1,123,590.      MT  (+/- 180 meters Scaled)
 BJ2912
 BJ2912                          SUPERSEDED SURVEY CONTROL
 BJ2912
 BJ2912  NGVD 29 (??/??/??)   15.328  (m)           50.29   (f) ADJUSTED    2 1
 BJ2912
 BJ2912.Superseded values are not recommended for survey control.
 BJ2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2912.See file dsdata.txt to determine how the superseded data were derived.
 BJ2912
 BJ2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP835803(NAD 83)
 BJ2912_MARKER: DD = SURVEY DISK
 BJ2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2912_SP_SET: CONCRETE POST
 BJ2912_STAMPING: 52 V 035 1977
 BJ2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2912+STABILITY: SURFACE MOTION
 BJ2912
 BJ2912  HISTORY     - Date     Condition        Report By
 BJ2912  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2912
 BJ2912                          STATION DESCRIPTION
 BJ2912
 BJ2912'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2912'4.4 MILE NE FROM COVINGTON.
 BJ2912'4.1 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BJ2912'190 AT CLAIBORNE HILL COVINGTON, 78 FEET WEST LA 21 AND 74 FEET NORTH
 BJ2912'LA 1082 IN THE SIGHT FLARE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2913 ***********************************************************************
 BJ2913  DESIGNATION -  52 V 036 LADTD
 BJ2913  PID         -  BJ2913
 BJ2913  STATE/COUNTY-  LA/ST TAMMANY
 BJ2913  USGS QUAD   -  WALDHEIM (1983)
 BJ2913
 BJ2913                         *CURRENT SURVEY CONTROL
 BJ2913  ___________________________________________________________________
 BJ2913* NAD 83(1986)-  30 32 03.     (N)    090 01 53.     (W)     SCALED    
 BJ2913* NAVD 88     -        16.09   (+/-2cm)      52.8    (feet)  VERTCON   
 BJ2913  ___________________________________________________________________
 BJ2913  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2913
 BJ2913  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2913
 BJ2913.The horizontal coordinates were scaled from a topographic map and have
 BJ2913.an estimated accuracy of +/- 6 seconds.
 BJ2913
 BJ2913.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2913.The vertical order pertains to the NGVD 29 superseded value.
 BJ2913
 BJ2913.The geoid height was determined by GEOID03.
 BJ2913
 BJ2913;                    North         East    Units  Estimated Accuracy
 BJ2913;SPC LA S     -   226,190.    1,124,940.      MT  (+/- 180 meters Scaled)
 BJ2913
 BJ2913                          SUPERSEDED SURVEY CONTROL
 BJ2913
 BJ2913  NGVD 29 (??/??/??)   16.139  (m)           52.95   (f) ADJUSTED    2 1
 BJ2913
 BJ2913.Superseded values are not recommended for survey control.
 BJ2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2913.See file dsdata.txt to determine how the superseded data were derived.
 BJ2913
 BJ2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP848817(NAD 83)
 BJ2913_MARKER: DD = SURVEY DISK
 BJ2913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2913_SP_SET: CONCRETE POST
 BJ2913_STAMPING: 52 V 036 1977
 BJ2913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2913+STABILITY: SURFACE MOTION
 BJ2913
 BJ2913  HISTORY     - Date     Condition        Report By
 BJ2913  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2913
 BJ2913                          STATION DESCRIPTION
 BJ2913
 BJ2913'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2913'5.6 MILE NE FROM COVINGTON.
 BJ2913'5.2 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA US
 BJ2913'190 AT CLAIBORNE HILL COVINGTON, 115 FEET SOUTHEAST OF LA 21 AND 40
 BJ2913'FEET NORTH OF LA 1084 IN THE SIGHT FLARE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2914 ***********************************************************************
 BJ2914  DESIGNATION -  52 V 037 LADTD
 BJ2914  PID         -  BJ2914
 BJ2914  STATE/COUNTY-  LA/ST TAMMANY
 BJ2914  USGS QUAD   -  WALDHEIM (1983)
 BJ2914
 BJ2914                         *CURRENT SURVEY CONTROL
 BJ2914  ___________________________________________________________________
 BJ2914* NAD 83(1986)-  30 32 51.     (N)    090 01 19.     (W)     SCALED    
 BJ2914* NAVD 88     -        19.39   (+/-2cm)      63.6    (feet)  VERTCON   
 BJ2914  ___________________________________________________________________
 BJ2914  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ2914
 BJ2914  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2914
 BJ2914.The horizontal coordinates were scaled from a topographic map and have
 BJ2914.an estimated accuracy of +/- 6 seconds.
 BJ2914
 BJ2914.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2914.The vertical order pertains to the NGVD 29 superseded value.
 BJ2914
 BJ2914.The geoid height was determined by GEOID03.
 BJ2914
 BJ2914;                    North         East    Units  Estimated Accuracy
 BJ2914;SPC LA S     -   227,680.    1,125,820.      MT  (+/- 180 meters Scaled)
 BJ2914
 BJ2914                          SUPERSEDED SURVEY CONTROL
 BJ2914
 BJ2914  NGVD 29 (??/??/??)   19.454  (m)           63.83   (f) ADJUSTED    2 1
 BJ2914
 BJ2914.Superseded values are not recommended for survey control.
 BJ2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2914.See file dsdata.txt to determine how the superseded data were derived.
 BJ2914
 BJ2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP856832(NAD 83)
 BJ2914_MARKER: DD = SURVEY DISK
 BJ2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2914_SP_SET: CONCRETE POST
 BJ2914_STAMPING: 52 V 037 1977
 BJ2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2914+STABILITY: SURFACE MOTION
 BJ2914
 BJ2914  HISTORY     - Date     Condition        Report By
 BJ2914  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2914
 BJ2914                          STATION DESCRIPTION
 BJ2914
 BJ2914'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2914'6.6 MILE NE FROM COVINGTON.
 BJ2914'6.4 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BJ2914'190 AT CLAIBORNE HILL COVINGTON, IN THE YARD OF WALDHEIM METHODIST
 BJ2914'CHURCH, 149 FEET NORTHWEST OF LA 21, 66 FEET SOUTHWEST OF DRIVE, 72
 BJ2914'FEET SOUTHEAST OF PROJECTED SOUTHEAST WALL OF CHURCH AND 57 FEET
 BJ2914'SOUTHWEST OF PROJECTED SOUTHWEST WALL OF CHURCH, 26 FEET SOUTHEAST OF
 BJ2914'A POWER POLE AND 12 FEET EAST OF A POWER POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2915 ***********************************************************************
 BJ2915  DESIGNATION -  52 V 038 LADTD
 BJ2915  PID         -  BJ2915
 BJ2915  STATE/COUNTY-  LA/ST TAMMANY
 BJ2915  USGS QUAD   -  WALDHEIM (1983)
 BJ2915
 BJ2915                         *CURRENT SURVEY CONTROL
 BJ2915  ___________________________________________________________________
 BJ2915* NAD 83(1986)-  30 33 28.     (N)    090 00 34.     (W)     SCALED    
 BJ2915* NAVD 88     -        31.23   (+/-2cm)     102.5    (feet)  VERTCON   
 BJ2915  ___________________________________________________________________
 BJ2915  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ2915
 BJ2915  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2915
 BJ2915.The horizontal coordinates were scaled from a topographic map and have
 BJ2915.an estimated accuracy of +/- 6 seconds.
 BJ2915
 BJ2915.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2915.The vertical order pertains to the NGVD 29 superseded value.
 BJ2915
 BJ2915.The geoid height was determined by GEOID03.
 BJ2915
 BJ2915;                    North         East    Units  Estimated Accuracy
 BJ2915;SPC LA S     -   228,830.    1,127,010.      MT  (+/- 180 meters Scaled)
 BJ2915
 BJ2915                          SUPERSEDED SURVEY CONTROL
 BJ2915
 BJ2915  NGVD 29 (??/??/??)   31.295  (m)          102.67   (f) ADJUSTED    2 1
 BJ2915
 BJ2915.Superseded values are not recommended for survey control.
 BJ2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2915.See file dsdata.txt to determine how the superseded data were derived.
 BJ2915
 BJ2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP868844(NAD 83)
 BJ2915_MARKER: DD = SURVEY DISK
 BJ2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2915_SP_SET: CONCRETE POST
 BJ2915_STAMPING: 52 V 038 1977
 BJ2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2915+STABILITY: SURFACE MOTION
 BJ2915
 BJ2915  HISTORY     - Date     Condition        Report By
 BJ2915  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2915
 BJ2915                          STATION DESCRIPTION
 BJ2915
 BJ2915'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2915'7.6 MI NORTH FROM COVINGTON.
 BJ2915'7.4 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA  U S
 BJ2915'190 AT CLAIBORNE HILL COVINGTON, 10S FEET SOUTHEAST LA 21 AND 43 FEET
 BJ2915'NORTH OF LA 1083 IN THE SIGHT FLARE OPPOSITE THE WALDHEIM STORE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1582 ***********************************************************************
 BH1582  DESIGNATION -  52 V 039 LADTD
 BH1582  PID         -  BH1582
 BH1582  STATE/COUNTY-  LA/ST TAMMANY
 BH1582  USGS QUAD   -  BUSH (1983)
 BH1582
 BH1582                         *CURRENT SURVEY CONTROL
 BH1582  ___________________________________________________________________
 BH1582* NAD 83(1986)-  30 33 50.     (N)    089 59 41.     (W)     SCALED    
 BH1582* NAVD 88     -        29.41   (+/-2cm)      96.5    (feet)  VERTCON   
 BH1582  ___________________________________________________________________
 BH1582  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BH1582
 BH1582  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1582
 BH1582.The horizontal coordinates were scaled from a topographic map and have
 BH1582.an estimated accuracy of +/- 6 seconds.
 BH1582
 BH1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1582.The vertical order pertains to the NGVD 29 superseded value.
 BH1582
 BH1582.The geoid height was determined by GEOID03.
 BH1582
 BH1582;                    North         East    Units  Estimated Accuracy
 BH1582;SPC LA S     -   229,520.    1,128,420.      MT  (+/- 180 meters Scaled)
 BH1582
 BH1582                          SUPERSEDED SURVEY CONTROL
 BH1582
 BH1582  NGVD 29 (??/??/??)   29.477  (m)           96.71   (f) ADJUSTED    2 1
 BH1582
 BH1582.Superseded values are not recommended for survey control.
 BH1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1582.See file dsdata.txt to determine how the superseded data were derived.
 BH1582
 BH1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU127850(NAD 83)
 BH1582_MARKER: DD = SURVEY DISK
 BH1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1582_SP_SET: CONCRETE POST
 BH1582_STAMPING: 52 V 039 1977
 BH1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1582+STABILITY: SURFACE MOTION
 BH1582
 BH1582  HISTORY     - Date     Condition        Report By
 BH1582  HISTORY     - 1977     MONUMENTED       LADTD
 BH1582
 BH1582                          STATION DESCRIPTION
 BH1582
 BH1582'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1582'6.5 MILE SW FROM BUSH.
 BH1582'8.4 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1582'190 AT CLAIBORNE HILL COVINGTON  107 FEET EAST OF LA 21, 151 FEET
 BH1582'NORTH OF PRIVATE DRIVE TO JACOBS RESIDENCE, 10S NORTHEAST OF NORTHEAST
 BH1582'CORNER OF SWIMMING POOL, 146 FEET WEST OF A POWER POLE, 1 FOOT WEST OF
 BH1582'A FENCE, 7.5 MILES SOUTHWEST ALONG LA 21 FROM THE JUNCTION OF LA 21
 BH1582'AND LA 41 NORTH OF BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1583 ***********************************************************************
 BH1583  DESIGNATION -  52 V 040 LADTD
 BH1583  PID         -  BH1583
 BH1583  STATE/COUNTY-  LA/ST TAMMANY
 BH1583  USGS QUAD   -  BUSH (1983)
 BH1583
 BH1583                         *CURRENT SURVEY CONTROL
 BH1583  ___________________________________________________________________
 BH1583* NAD 83(1986)-  30 34 20.     (N)    089 58 54.     (W)     SCALED    
 BH1583* NAVD 88     -        25.86   (+/-2cm)      84.8    (feet)  VERTCON   
 BH1583  ___________________________________________________________________
 BH1583  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BH1583
 BH1583  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1583
 BH1583.The horizontal coordinates were scaled from a topographic map and have
 BH1583.an estimated accuracy of +/- 6 seconds.
 BH1583
 BH1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1583.The vertical order pertains to the NGVD 29 superseded value.
 BH1583
 BH1583.The geoid height was determined by GEOID03.
 BH1583
 BH1583;                    North         East    Units  Estimated Accuracy
 BH1583;SPC LA S     -   230,460.    1,129,660.      MT  (+/- 180 meters Scaled)
 BH1583
 BH1583                          SUPERSEDED SURVEY CONTROL
 BH1583
 BH1583  NGVD 29 (??/??/??)   25.934  (m)           85.09   (f) ADJUSTED    2 1
 BH1583
 BH1583.Superseded values are not recommended for survey control.
 BH1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1583.See file dsdata.txt to determine how the superseded data were derived.
 BH1583
 BH1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU140859(NAD 83)
 BH1583_MARKER: DD = SURVEY DISK
 BH1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1583_SP_SET: CONCRETE POST
 BH1583_STAMPING: 52 V 040 1977
 BH1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1583+STABILITY: SURFACE MOTION
 BH1583
 BH1583  HISTORY     - Date     Condition        Report By
 BH1583  HISTORY     - 1977     MONUMENTED       LADTD
 BH1583
 BH1583                          STATION DESCRIPTION
 BH1583
 BH1583'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1583'5.5 MILE SW FROM BUSH.
 BH1583'9.4 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1583'190 AT CLAIBORNE HILL COVINGTON, 125 FEET SOUTHEAST OF LA 21, 20 FEET
 BH1583'NORTH OF A WOODS ROAD, 0.6 MILES SOUTHWEST ON LA 21 FROM THE WALDHEIM
 BH1583'FIRE TOWER, 6.5 MILES SOUTHWEST ALONG LA 21 FROM THE JUNCTION OF LA 21
 BH1583'AND LA 41 NORTH OF BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1584 ***********************************************************************
 BH1584  DESIGNATION -  52 V 041 LADTD
 BH1584  PID         -  BH1584
 BH1584  STATE/COUNTY-  LA/ST TAMMANY
 BH1584  USGS QUAD   -  BUSH (1983)
 BH1584
 BH1584                         *CURRENT SURVEY CONTROL
 BH1584  ___________________________________________________________________
 BH1584* NAD 83(1986)-  30 35 02.     (N)    089 58 19.     (W)     SCALED    
 BH1584* NAVD 88     -        28.38   (+/-2cm)      93.1    (feet)  VERTCON   
 BH1584  ___________________________________________________________________
 BH1584  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BH1584
 BH1584  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1584
 BH1584.The horizontal coordinates were scaled from a topographic map and have
 BH1584.an estimated accuracy of +/- 6 seconds.
 BH1584
 BH1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1584.The vertical order pertains to the NGVD 29 superseded value.
 BH1584
 BH1584.The geoid height was determined by GEOID03.
 BH1584
 BH1584;                    North         East    Units  Estimated Accuracy
 BH1584;SPC LA S     -   231,770.    1,130,570.      MT  (+/- 180 meters Scaled)
 BH1584
 BH1584                          SUPERSEDED SURVEY CONTROL
 BH1584
 BH1584  NGVD 29 (??/??/??)   28.461  (m)           93.38   (f) ADJUSTED    2 1
 BH1584
 BH1584.Superseded values are not recommended for survey control.
 BH1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1584.See file dsdata.txt to determine how the superseded data were derived.
 BH1584
 BH1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU149872(NAD 83)
 BH1584_MARKER: DD = SURVEY DISK
 BH1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1584_SP_SET: CONCRETE POST
 BH1584_STAMPING: 52 V 041 1977
 BH1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1584+STABILITY: SURFACE MOTION
 BH1584
 BH1584  HISTORY     - Date     Condition        Report By
 BH1584  HISTORY     - 1977     MONUMENTED       LADTD
 BH1584
 BH1584                          STATION DESCRIPTION
 BH1584
 BH1584'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1584'4.7 MILE SW FROM BUSH.
 BH1584'10.4 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1584'190 AT CLAIBORNE HILL COVINGTON, 128 FEET NORTHWEST OF LA 21, 0.4 MILE
 BH1584'NORTHEAST ALONG LA 21 FROM THE WALDHEIM FIRE TOWER, 300 FEET SOUTHWEST
 BH1584'OF CONCRETE BOX CULVERT, 5.5 MILES SOUTHWEST ALONG LA 21 FROM THE
 BH1584'JUNCTION OF LA. 21 AND LA 41 NORTH OF BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1589 ***********************************************************************
 BH1589  DESIGNATION -  52 V 042 LADTD
 BH1589  PID         -  BH1589
 BH1589  STATE/COUNTY-  LA/ST TAMMANY
 BH1589  USGS QUAD   -  BUSH (1983)
 BH1589
 BH1589                         *CURRENT SURVEY CONTROL
 BH1589  ___________________________________________________________________
 BH1589* NAD 83(1986)-  30 36 07.     (N)    089 57 17.     (W)     SCALED    
 BH1589* NAVD 88     -        38.17   (+/-2cm)     125.2    (feet)  VERTCON   
 BH1589  ___________________________________________________________________
 BH1589  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BH1589
 BH1589  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1589
 BH1589.The horizontal coordinates were scaled from a topographic map and have
 BH1589.an estimated accuracy of +/- 6 seconds.
 BH1589
 BH1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1589.The vertical order pertains to the NGVD 29 superseded value.
 BH1589
 BH1589.The geoid height was determined by GEOID03.
 BH1589
 BH1589;                    North         East    Units  Estimated Accuracy
 BH1589;SPC LA S     -   233,790.    1,132,200.      MT  (+/- 180 meters Scaled)
 BH1589
 BH1589                          SUPERSEDED SURVEY CONTROL
 BH1589
 BH1589  NGVD 29 (??/??/??)   38.267  (m)          125.55   (f) ADJUSTED    2 1
 BH1589
 BH1589.Superseded values are not recommended for survey control.
 BH1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1589.See file dsdata.txt to determine how the superseded data were derived.
 BH1589
 BH1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU166892(NAD 83)
 BH1589_MARKER: DD = SURVEY DISK
 BH1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1589_SP_SET: CONCRETE POST
 BH1589_STAMPING: 52 V 042 1977
 BH1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1589+STABILITY: SURFACE MOTION
 BH1589
 BH1589  HISTORY     - Date     Condition        Report By
 BH1589  HISTORY     - 1977     MONUMENTED       LADTD
 BH1589
 BH1589                          STATION DESCRIPTION
 BH1589
 BH1589'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1589'3.4 MILE WEST FROM BUSH.
 BH1589'12.1 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1589'190 AT CLAIBORN HILL COVINGTON, 126 FEET NORTHWEST OF LA 21, 0.2 MILE
 BH1589'SOUTHWEST ALONG LA 21 FROM LAVINGHOUSE ROAD, 11 FEET NORTH OF CORNER
 BH1589'POST, 32 FEET SOUTH OF A GATE POST, 75 FEET SOUTHWEST OF A 48 INCH
 BH1589'LIVEOAK, 40 FEET SOUTHWEST OF A POWER POLE, 3.8 MILES SOUTHWEST ALONG
 BH1589'LA 21 FROM THE JUNCTION OF LA 21 AND LA 41 NORTH OF BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1590 ***********************************************************************
 BH1590  DESIGNATION -  52 V 043 LADTD
 BH1590  PID         -  BH1590
 BH1590  STATE/COUNTY-  LA/ST TAMMANY
 BH1590  USGS QUAD   -  BUSH (1983)
 BH1590
 BH1590                         *CURRENT SURVEY CONTROL
 BH1590  ___________________________________________________________________
 BH1590* NAD 83(1986)-  30 36 22.     (N)    089 56 21.     (W)     SCALED    
 BH1590* NAVD 88     -        26.44   (+/-2cm)      86.7    (feet)  VERTCON   
 BH1590  ___________________________________________________________________
 BH1590  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BH1590
 BH1590  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1590
 BH1590.The horizontal coordinates were scaled from a topographic map and have
 BH1590.an estimated accuracy of +/- 6 seconds.
 BH1590
 BH1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1590.The vertical order pertains to the NGVD 29 superseded value.
 BH1590
 BH1590.The geoid height was determined by GEOID03.
 BH1590
 BH1590;                    North         East    Units  Estimated Accuracy
 BH1590;SPC LA S     -   234,270.    1,133,690.      MT  (+/- 180 meters Scaled)
 BH1590
 BH1590                          SUPERSEDED SURVEY CONTROL
 BH1590
 BH1590  NGVD 29 (??/??/??)   26.535  (m)           87.06   (f) ADJUSTED    2 1
 BH1590
 BH1590.Superseded values are not recommended for survey control.
 BH1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1590.See file dsdata.txt to determine how the superseded data were derived.
 BH1590
 BH1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU182896(NAD 83)
 BH1590_MARKER: DD = SURVEY DISK
 BH1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1590_SP_SET: CONCRETE POST
 BH1590_STAMPING: 52 V 043 1977
 BH1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1590+STABILITY: SURFACE MOTION
 BH1590
 BH1590  HISTORY     - Date     Condition        Report By
 BH1590  HISTORY     - 1977     MONUMENTED       LADTD
 BH1590
 BH1590                          STATION DESCRIPTION
 BH1590
 BH1590'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1590'2.4 MILE WEST FROM BUSH.
 BH1590'13.2 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1590'190 AT CLAIBORNE HILL COVINGTON, 120 FEET NORTHWEST OF LA 21, 46 FEET
 BH1590'NORTHWEST OF A LARGE ADVERTISING SIGN, 1 FOOT SOUTHWEST OF A FENCE
 BH1590'LINE, 0.3 MILES SOUTHWEST ALONG LA 21 FROM DILLARD ROAD, 2.7 MILES
 BH1590'SOUTHWEST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA 41 NORTH OF
 BH1590'BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1591 ***********************************************************************
 BH1591  DESIGNATION -  52 V 044 LADTD
 BH1591  PID         -  BH1591
 BH1591  STATE/COUNTY-  LA/ST TAMMANY
 BH1591  USGS QUAD   -  BUSH (1983)
 BH1591
 BH1591                         *CURRENT SURVEY CONTROL
 BH1591  ___________________________________________________________________
 BH1591* NAD 83(1986)-  30 36 50.     (N)    089 55 25.     (W)     SCALED    
 BH1591* NAVD 88     -        27.127  (meters)      89.00   (feet)  ADJUSTED  
 BH1591  ___________________________________________________________________
 BH1591  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BH1591  DYNAMIC HT  -          27.091 (meters)      88.88  (feet)  COMP
 BH1591  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BH1591
 BH1591  VERT ORDER  -  SECOND    CLASS I
 BH1591
 BH1591.The horizontal coordinates were scaled from a topographic map and have
 BH1591.an estimated accuracy of +/- 6 seconds.
 BH1591
 BH1591.The orthometric height was determined by differential leveling
 BH1591.and adjusted by the National Geodetic Survey in February 1994..
 BH1591
 BH1591.The geoid height was determined by GEOID03.
 BH1591
 BH1591.The dynamic height is computed by dividing the NAVD 88
 BH1591.geopotential number by the normal gravity value computed on the
 BH1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1591.degrees latitude (g = 980.6199 gals.).
 BH1591
 BH1591.The modeled gravity was interpolated from observed gravity values.
 BH1591
 BH1591;                    North         East    Units  Estimated Accuracy
 BH1591;SPC LA S     -   235,150.    1,135,170.      MT  (+/- 180 meters Scaled)
 BH1591
 BH1591                          SUPERSEDED SURVEY CONTROL
 BH1591
 BH1591  NGVD 29 (??/??/??)   27.265  (m)           89.45   (f) ADJUSTED    2 1
 BH1591
 BH1591.Superseded values are not recommended for survey control.
 BH1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1591.See file dsdata.txt to determine how the superseded data were derived.
 BH1591
 BH1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU197904(NAD 83)
 BH1591_MARKER: DD = SURVEY DISK
 BH1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1591_SP_SET: CONCRETE POST
 BH1591_STAMPING: 52 V 044 1977
 BH1591_MARK LOGO: LADTD 
 BH1591_PROJECTION: FLUSH
 BH1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1591+STABILITY: SURFACE MOTION
 BH1591
 BH1591  HISTORY     - Date     Condition        Report By
 BH1591  HISTORY     - 1977     MONUMENTED       LADTD
 BH1591  HISTORY     - 1982     GOOD             LADTD
 BH1591
 BH1591                          STATION DESCRIPTION
 BH1591
 BH1591'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1591'1.5 MILE WEST FROM BUSH.
 BH1591'14.2 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1591'190 AT CLAIBORNE HILL COVINGTON, 152 FEET NORTHWEST OF LA 21, 361 FEET
 BH1591'SOUTHWEST FROM SOUTHEAST CORNER OF 5TH WARD SCHOOL, 1.7 MILES
 BH1591'SOUTHWEST OF JUNCTION OF LA 21 AND LA 41 NORTH OF BUSH
 BH1591
 BH1591                          STATION RECOVERY (1982)
 BH1591
 BH1591'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BH1591'RECOVERED IN GOOD CONDITION.
 BH1591'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1591'THE MARK IS ABOVE LEVEL WITH LA 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1592 ***********************************************************************
 BH1592  DESIGNATION -  52 V 045 LADTD
 BH1592  PID         -  BH1592
 BH1592  STATE/COUNTY-  LA/ST TAMMANY
 BH1592  USGS QUAD   -  BUSH (1983)
 BH1592
 BH1592                         *CURRENT SURVEY CONTROL
 BH1592  ___________________________________________________________________
 BH1592* NAD 83(1986)-  30 37 02.     (N)    089 54 31.     (W)     SCALED    
 BH1592* NAVD 88     -        27.321  (meters)      89.64   (feet)  ADJUSTED  
 BH1592  ___________________________________________________________________
 BH1592  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BH1592  DYNAMIC HT  -          27.286 (meters)      89.52  (feet)  COMP
 BH1592  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BH1592
 BH1592  VERT ORDER  -  SECOND    CLASS I
 BH1592
 BH1592.The horizontal coordinates were scaled from a topographic map and have
 BH1592.an estimated accuracy of +/- 6 seconds.
 BH1592
 BH1592.The orthometric height was determined by differential leveling
 BH1592.and adjusted by the National Geodetic Survey in February 1994..
 BH1592
 BH1592.The geoid height was determined by GEOID03.
 BH1592
 BH1592.The dynamic height is computed by dividing the NAVD 88
 BH1592.geopotential number by the normal gravity value computed on the
 BH1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1592.degrees latitude (g = 980.6199 gals.).
 BH1592
 BH1592.The modeled gravity was interpolated from observed gravity values.
 BH1592
 BH1592;                    North         East    Units  Estimated Accuracy
 BH1592;SPC LA S     -   235,540.    1,136,600.      MT  (+/- 180 meters Scaled)
 BH1592
 BH1592                          SUPERSEDED SURVEY CONTROL
 BH1592
 BH1592  NGVD 29 (??/??/??)   27.458  (m)           90.09   (f) ADJUSTED    2 1
 BH1592
 BH1592.Superseded values are not recommended for survey control.
 BH1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1592.See file dsdata.txt to determine how the superseded data were derived.
 BH1592
 BH1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU211907(NAD 83)
 BH1592_MARKER: DD = SURVEY DISK
 BH1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1592_SP_SET: CONCRETE POST
 BH1592_STAMPING: 52 V 045 1977
 BH1592_MARK LOGO: LADTD 
 BH1592_PROJECTION: FLUSH
 BH1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1592+STABILITY: SURFACE MOTION
 BH1592
 BH1592  HISTORY     - Date     Condition        Report By
 BH1592  HISTORY     - 1977     MONUMENTED       LADTD
 BH1592  HISTORY     - 1982     GOOD             LADTD
 BH1592  HISTORY     - 20060427 MARK NOT FOUND   NGS
 BH1592
 BH1592                          STATION DESCRIPTION
 BH1592
 BH1592'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1592'0.8 MILE NW FROM BUSH.
 BH1592'15.1 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1592'190 AT CLAIBORNE HILL COVINGTON, 120 FEET NORTHWEST OF LA 21, 1 FOOT
 BH1592'NORTH OF A FENCE LINE, 0.7 MILES SOUTHWEST ALONG LA 21 FROM THE
 BH1592'JUNCTION OF LA 21 AND LA 41 NORTH OF BUSH
 BH1592
 BH1592                          STATION RECOVERY (1982)
 BH1592
 BH1592'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BH1592'RECOVERED IN GOOD CONDITION.
 BH1592'THE MARK IS 0.61 M BELOW LA 21.
 BH1592
 BH1592                          STATION RECOVERY (2006)
 BH1592
 BH1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1592'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4124 ***********************************************************************
 BJ4124  DESIGNATION -  52 V 046
 BJ4124  PID         -  BJ4124
 BJ4124  STATE/COUNTY-  LA/ST TAMMANY
 BJ4124  USGS QUAD   -  WALDHEIM (1983)
 BJ4124
 BJ4124                         *CURRENT SURVEY CONTROL
 BJ4124  ___________________________________________________________________
 BJ4124* NAD 83(1986)-  30 35 04.     (N)    090 04 03.     (W)     SCALED    
 BJ4124* NAVD 88     -        35.636  (meters)     116.92   (feet)  ADJUSTED  
 BJ4124  ___________________________________________________________________
 BJ4124  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4124  DYNAMIC HT  -          35.590 (meters)     116.76  (feet)  COMP
 BJ4124  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ4124
 BJ4124  VERT ORDER  -  SECOND    CLASS I
 BJ4124
 BJ4124.The horizontal coordinates were scaled from a topographic map and have
 BJ4124.an estimated accuracy of +/- 6 seconds.
 BJ4124
 BJ4124.The orthometric height was determined by differential leveling
 BJ4124.and adjusted by the National Geodetic Survey in March 1998..
 BJ4124
 BJ4124.The geoid height was determined by GEOID03.
 BJ4124
 BJ4124.The dynamic height is computed by dividing the NAVD 88
 BJ4124.geopotential number by the normal gravity value computed on the
 BJ4124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4124.degrees latitude (g = 980.6199 gals.).
 BJ4124
 BJ4124.The modeled gravity was interpolated from observed gravity values.
 BJ4124
 BJ4124;                    North         East    Units  Estimated Accuracy
 BJ4124;SPC LA S     -   231,720.    1,121,410.      MT  (+/- 180 meters Scaled)
 BJ4124
 BJ4124                          SUPERSEDED SURVEY CONTROL
 BJ4124
 BJ4124.No superseded survey control is available for this station.
 BJ4124
 BJ4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP812872(NAD 83)
 BJ4124_MARKER: DD = SURVEY DISK
 BJ4124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4124_SP_SET: CONCRETE POST
 BJ4124_STAMPING: 52 V 046 1977
 BJ4124_MARK LOGO: LADH  
 BJ4124_PROJECTION: FLUSH
 BJ4124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4124+STABILITY: SURFACE MOTION
 BJ4124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4124+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 BJ4124
 BJ4124  HISTORY     - Date     Condition        Report By
 BJ4124  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4124  HISTORY     - 20060424 GOOD             NGS
 BJ4124
 BJ4124                          STATION DESCRIPTION
 BJ4124
 BJ4124'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ4124'13.2 KM (8.20 MI) NORTH FROM COVINGTON.
 BJ4124'0.4 MILE EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF LA 1129 AT
 BJ4124'LEE ROAD, 153 FEET SOUTH ALONG A GRAVEL ROAD, 25 FEET WEST OF THE
 BJ4124'GRAVEL ROAD.
 BJ4124'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 BJ4124'THE MARK IS 1.0 FT ABOVE GRAVEL ROAD.
 BJ4124
 BJ4124                          STATION RECOVERY (2006)
 BJ4124
 BJ4124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ4124'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4125 ***********************************************************************
 BJ4125  DESIGNATION -  52 V 047
 BJ4125  PID         -  BJ4125
 BJ4125  STATE/COUNTY-  LA/ST TAMMANY
 BJ4125  USGS QUAD   -  WALDHEIM (1983)
 BJ4125
 BJ4125                         *CURRENT SURVEY CONTROL
 BJ4125  ___________________________________________________________________
 BJ4125* NAD 83(1986)-  30 35 39.     (N)    090 03 43.     (W)     SCALED    
 BJ4125* NAVD 88     -        32.690  (meters)     107.25   (feet)  ADJUSTED  
 BJ4125  ___________________________________________________________________
 BJ4125  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4125  DYNAMIC HT  -          32.647 (meters)     107.11  (feet)  COMP
 BJ4125  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ4125
 BJ4125  VERT ORDER  -  SECOND    CLASS I
 BJ4125
 BJ4125.The horizontal coordinates were scaled from a topographic map and have
 BJ4125.an estimated accuracy of +/- 6 seconds.
 BJ4125
 BJ4125.The orthometric height was determined by differential leveling
 BJ4125.and adjusted by the National Geodetic Survey in March 1998..
 BJ4125
 BJ4125.The geoid height was determined by GEOID03.
 BJ4125
 BJ4125.The dynamic height is computed by dividing the NAVD 88
 BJ4125.geopotential number by the normal gravity value computed on the
 BJ4125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4125.degrees latitude (g = 980.6199 gals.).
 BJ4125
 BJ4125.The modeled gravity was interpolated from observed gravity values.
 BJ4125
 BJ4125;                    North         East    Units  Estimated Accuracy
 BJ4125;SPC LA S     -   232,810.    1,121,930.      MT  (+/- 180 meters Scaled)
 BJ4125
 BJ4125                          SUPERSEDED SURVEY CONTROL
 BJ4125
 BJ4125.No superseded survey control is available for this station.
 BJ4125
 BJ4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP817883(NAD 83)
 BJ4125_MARKER: DD = SURVEY DISK
 BJ4125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4125_SP_SET: CONCRETE POST
 BJ4125_STAMPING: 52 V 047 1977
 BJ4125_MARK LOGO: LADH  
 BJ4125_PROJECTION: FLUSH
 BJ4125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4125+STABILITY: SURFACE MOTION
 BJ4125
 BJ4125  HISTORY     - Date     Condition        Report By
 BJ4125  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4125
 BJ4125                          STATION DESCRIPTION
 BJ4125
 BJ4125'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ4125'14.3 KM (8.90 MI) NORTH FROM COVINGTON.
 BJ4125'1.5 MILES EAST ALONG HIGHWAY 40 FROM THE JUNCTION OF LA 1129 AT LEE
 BJ4125'ROAD, 113 FEET NORTH OF HIGHWAY 40, 66 FEET EAST OF THE SOUTHEAST
 BJ4125'CORNER OF A FRAME HOUSE.
 BJ4125'THE MARK IS 1.0 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4126 ***********************************************************************
 BJ4126  DESIGNATION -  52 V 048
 BJ4126  PID         -  BJ4126
 BJ4126  STATE/COUNTY-  LA/ST TAMMANY
 BJ4126  USGS QUAD   -  WALDHEIM (1983)
 BJ4126
 BJ4126                         *CURRENT SURVEY CONTROL
 BJ4126  ___________________________________________________________________
 BJ4126* NAD 83(1986)-  30 36 24.     (N)    090 03 05.     (W)     SCALED    
 BJ4126* NAVD 88     -        45.621  (meters)     149.67   (feet)  ADJUSTED  
 BJ4126  ___________________________________________________________________
 BJ4126  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4126  DYNAMIC HT  -          45.562 (meters)     149.48  (feet)  COMP
 BJ4126  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BJ4126
 BJ4126  VERT ORDER  -  SECOND    CLASS I
 BJ4126
 BJ4126.The horizontal coordinates were scaled from a topographic map and have
 BJ4126.an estimated accuracy of +/- 6 seconds.
 BJ4126
 BJ4126.The orthometric height was determined by differential leveling
 BJ4126.and adjusted by the National Geodetic Survey in March 1998..
 BJ4126
 BJ4126.The geoid height was determined by GEOID03.
 BJ4126
 BJ4126.The dynamic height is computed by dividing the NAVD 88
 BJ4126.geopotential number by the normal gravity value computed on the
 BJ4126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4126.degrees latitude (g = 980.6199 gals.).
 BJ4126
 BJ4126.The modeled gravity was interpolated from observed gravity values.
 BJ4126
 BJ4126;                    North         East    Units  Estimated Accuracy
 BJ4126;SPC LA S     -   234,200.    1,122,930.      MT  (+/- 180 meters Scaled)
 BJ4126
 BJ4126                          SUPERSEDED SURVEY CONTROL
 BJ4126
 BJ4126.No superseded survey control is available for this station.
 BJ4126
 BJ4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP827897(NAD 83)
 BJ4126_MARKER: DD = SURVEY DISK
 BJ4126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4126_SP_SET: CONCRETE POST
 BJ4126_STAMPING: 52 V 048 1977
 BJ4126_MARK LOGO: LADH  
 BJ4126_PROJECTION: FLUSH
 BJ4126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4126+STABILITY: SURFACE MOTION
 BJ4126
 BJ4126  HISTORY     - Date     Condition        Report By
 BJ4126  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4126
 BJ4126                          STATION DESCRIPTION
 BJ4126
 BJ4126'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ4126'15.9 KM (9.90 MI) NE FROM COVINGTON.
 BJ4126'2.5 MI EAST ALONG HIGHWAY 40 FROM THE JUNCTION OF LA 1129 AT LEE ROAD,
 BJ4126'109 FEET SOUTH OF HIGHWAY 40, 23 FEET WEST OF A GRAVEL ROAD
 BJ4126'DESIGNATED AS WALLACE KING ROAD.
 BJ4126'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4127 ***********************************************************************
 BJ4127  DESIGNATION -  52 V 049
 BJ4127  PID         -  BJ4127
 BJ4127  STATE/COUNTY-  LA/ST TAMMANY
 BJ4127  USGS QUAD   -  WALDHEIM (1983)
 BJ4127
 BJ4127                         *CURRENT SURVEY CONTROL
 BJ4127  ___________________________________________________________________
 BJ4127* NAD 83(1986)-  30 37 12.     (N)    090 02 55.     (W)     SCALED    
 BJ4127* NAVD 88     -        51.601  (meters)     169.29   (feet)  ADJUSTED  
 BJ4127  ___________________________________________________________________
 BJ4127  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ4127  DYNAMIC HT  -          51.534 (meters)     169.07  (feet)  COMP
 BJ4127  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ4127
 BJ4127  VERT ORDER  -  SECOND    CLASS I
 BJ4127
 BJ4127.The horizontal coordinates were scaled from a topographic map and have
 BJ4127.an estimated accuracy of +/- 6 seconds.
 BJ4127
 BJ4127.The orthometric height was determined by differential leveling
 BJ4127.and adjusted by the National Geodetic Survey in March 1998..
 BJ4127
 BJ4127.The geoid height was determined by GEOID03.
 BJ4127
 BJ4127.The dynamic height is computed by dividing the NAVD 88
 BJ4127.geopotential number by the normal gravity value computed on the
 BJ4127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4127.degrees latitude (g = 980.6199 gals.).
 BJ4127
 BJ4127.The modeled gravity was interpolated from observed gravity values.
 BJ4127
 BJ4127;                    North         East    Units  Estimated Accuracy
 BJ4127;SPC LA S     -   235,690.    1,123,180.      MT  (+/- 180 meters Scaled)
 BJ4127
 BJ4127                          SUPERSEDED SURVEY CONTROL
 BJ4127
 BJ4127.No superseded survey control is available for this station.
 BJ4127
 BJ4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP829912(NAD 83)
 BJ4127_MARKER: DD = SURVEY DISK
 BJ4127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4127_SP_SET: CONCRETE POST
 BJ4127_STAMPING: 52 V 049 1977
 BJ4127_MARK LOGO: LADH  
 BJ4127_PROJECTION: FLUSH
 BJ4127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4127+STABILITY: SURFACE MOTION
 BJ4127
 BJ4127  HISTORY     - Date     Condition        Report By
 BJ4127  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4127
 BJ4127                          STATION DESCRIPTION
 BJ4127
 BJ4127'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ4127'17.4 KM (10.80 MI) NE FROM COVINGTON.
 BJ4127'3.6 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF LA 1129 AT
 BJ4127'LEE ROAD,110 FEET NORTH OF HIGHWAY 40,23 FEET WEST OF A PRIVATE
 BJ4127'DRIVE, 0.2 MILE EAST OF UNION GROVE POLING BOOTH.
 BJ4127'THE MARK IS 1.0 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4128 ***********************************************************************
 BJ4128  DESIGNATION -  52 V 050
 BJ4128  PID         -  BJ4128
 BJ4128  STATE/COUNTY-  LA/ST TAMMANY
 BJ4128  USGS QUAD   -  ENON (1983)
 BJ4128
 BJ4128                         *CURRENT SURVEY CONTROL
 BJ4128  ___________________________________________________________________
 BJ4128* NAD 83(1986)-  30 37 48.     (N)    090 02 33.     (W)     SCALED    
 BJ4128* NAVD 88     -        55.306  (meters)     181.45   (feet)  ADJUSTED  
 BJ4128  ___________________________________________________________________
 BJ4128  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ4128  DYNAMIC HT  -          55.234 (meters)     181.21  (feet)  COMP
 BJ4128  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ4128
 BJ4128  VERT ORDER  -  SECOND    CLASS I
 BJ4128
 BJ4128.The horizontal coordinates were scaled from a topographic map and have
 BJ4128.an estimated accuracy of +/- 6 seconds.
 BJ4128
 BJ4128.The orthometric height was determined by differential leveling
 BJ4128.and adjusted by the National Geodetic Survey in March 1998..
 BJ4128
 BJ4128.The geoid height was determined by GEOID03.
 BJ4128
 BJ4128.The dynamic height is computed by dividing the NAVD 88
 BJ4128.geopotential number by the normal gravity value computed on the
 BJ4128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4128.degrees latitude (g = 980.6199 gals.).
 BJ4128
 BJ4128.The modeled gravity was interpolated from observed gravity values.
 BJ4128
 BJ4128;                    North         East    Units  Estimated Accuracy
 BJ4128;SPC LA S     -   236,800.    1,123,750.      MT  (+/- 180 meters Scaled)
 BJ4128
 BJ4128                          SUPERSEDED SURVEY CONTROL
 BJ4128
 BJ4128.No superseded survey control is available for this station.
 BJ4128
 BJ4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP834923(NAD 83)
 BJ4128_MARKER: DD = SURVEY DISK
 BJ4128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4128_SP_SET: CONCRETE POST
 BJ4128_STAMPING: 52 V 050 1977
 BJ4128_MARK LOGO: LADH  
 BJ4128_PROJECTION: FLUSH
 BJ4128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4128+STABILITY: SURFACE MOTION
 BJ4128
 BJ4128  HISTORY     - Date     Condition        Report By
 BJ4128  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4128
 BJ4128                          STATION DESCRIPTION
 BJ4128
 BJ4128'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ4128'14.0 KM (8.70 MI) WEST FROM BUSH.
 BJ4128'4.5 MILES EAST ALONG HIGHWAY 40 FROM THE JUNCTION OF LA 1129 AT LEE
 BJ4128'ROAD, 107 FEET SOUTH OF HIGHWAY 40, 21 FEET WEST OF SHARP CHAPEL
 BJ4128'ROAD.
 BJ4128'THE MARK IS 1.0 FT  N FROM  A WITNESS POST
 BJ4128'THE MARK IS 1.0 FT ABOVE SHARP CHAPEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4129 ***********************************************************************
 BJ4129  DESIGNATION -  52 V 051
 BJ4129  PID         -  BJ4129
 BJ4129  STATE/COUNTY-  LA/ST TAMMANY
 BJ4129  USGS QUAD   -  ENON (1983)
 BJ4129
 BJ4129                         *CURRENT SURVEY CONTROL
 BJ4129  ___________________________________________________________________
 BJ4129* NAD 83(1986)-  30 38 19.     (N)    090 01 48.     (W)     SCALED    
 BJ4129* NAVD 88     -        47.005  (meters)     154.22   (feet)  ADJUSTED  
 BJ4129  ___________________________________________________________________
 BJ4129  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ4129  DYNAMIC HT  -          46.944 (meters)     154.02  (feet)  COMP
 BJ4129  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ4129
 BJ4129  VERT ORDER  -  SECOND    CLASS I
 BJ4129
 BJ4129.The horizontal coordinates were scaled from a topographic map and have
 BJ4129.an estimated accuracy of +/- 6 seconds.
 BJ4129
 BJ4129.The orthometric height was determined by differential leveling
 BJ4129.and adjusted by the National Geodetic Survey in March 1998..
 BJ4129
 BJ4129.The geoid height was determined by GEOID03.
 BJ4129
 BJ4129.The dynamic height is computed by dividing the NAVD 88
 BJ4129.geopotential number by the normal gravity value computed on the
 BJ4129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4129.degrees latitude (g = 980.6199 gals.).
 BJ4129
 BJ4129.The modeled gravity was interpolated from observed gravity values.
 BJ4129
 BJ4129;                    North         East    Units  Estimated Accuracy
 BJ4129;SPC LA S     -   237,770.    1,124,940.      MT  (+/- 180 meters Scaled)
 BJ4129
 BJ4129                          SUPERSEDED SURVEY CONTROL
 BJ4129
 BJ4129.No superseded survey control is available for this station.
 BJ4129
 BJ4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP846933(NAD 83)
 BJ4129_MARKER: DD = SURVEY DISK
 BJ4129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4129_SP_SET: CONCRETE POST
 BJ4129_STAMPING: 52 V 051 1977
 BJ4129_MARK LOGO: LADH  
 BJ4129_PROJECTION: FLUSH
 BJ4129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4129+STABILITY: SURFACE MOTION
 BJ4129
 BJ4129  HISTORY     - Date     Condition        Report By
 BJ4129  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4129
 BJ4129                          STATION DESCRIPTION
 BJ4129
 BJ4129'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ4129'13.0 KM (8.10 MI) NW FROM BUSH.
 BJ4129'5.6 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF LA 1129 AT
 BJ4129'LEE ROAD, 50 FEET SOUTH OF HIGHWAY 40, 40 FEET WEST OF A PRIVATE
 BJ4129'DRIVE, 690 FEET EAST OF A TWQ LARGE CULVERTS UNDER HIGHWAY 40.
 BJ4129'THE MARK IS 1.0 FT  S FROM  A WITNESS POST
 BJ4129'THE MARK IS 3.0 FT ABOVE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4130 ***********************************************************************
 BJ4130  DESIGNATION -  52 V 052
 BJ4130  PID         -  BJ4130
 BJ4130  STATE/COUNTY-  LA/ST TAMMANY
 BJ4130  USGS QUAD   -  ENON (1983)
 BJ4130
 BJ4130                         *CURRENT SURVEY CONTROL
 BJ4130  ___________________________________________________________________
 BJ4130* NAD 83(1986)-  30 38 16.     (N)    090 00 54.     (W)     SCALED    
 BJ4130* NAVD 88     -        49.888  (meters)     163.67   (feet)  ADJUSTED  
 BJ4130  ___________________________________________________________________
 BJ4130  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ4130  DYNAMIC HT  -          49.823 (meters)     163.46  (feet)  COMP
 BJ4130  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 BJ4130
 BJ4130  VERT ORDER  -  SECOND    CLASS I
 BJ4130
 BJ4130.The horizontal coordinates were scaled from a topographic map and have
 BJ4130.an estimated accuracy of +/- 6 seconds.
 BJ4130
 BJ4130.The orthometric height was determined by differential leveling
 BJ4130.and adjusted by the National Geodetic Survey in March 1998..
 BJ4130
 BJ4130.The geoid height was determined by GEOID03.
 BJ4130
 BJ4130.The dynamic height is computed by dividing the NAVD 88
 BJ4130.geopotential number by the normal gravity value computed on the
 BJ4130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4130.degrees latitude (g = 980.6199 gals.).
 BJ4130
 BJ4130.The modeled gravity was interpolated from observed gravity values.
 BJ4130
 BJ4130;                    North         East    Units  Estimated Accuracy
 BJ4130;SPC LA S     -   237,690.    1,126,380.      MT  (+/- 180 meters Scaled)
 BJ4130
 BJ4130                          SUPERSEDED SURVEY CONTROL
 BJ4130
 BJ4130.No superseded survey control is available for this station.
 BJ4130
 BJ4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP861932(NAD 83)
 BJ4130_MARKER: DD = SURVEY DISK
 BJ4130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4130_SP_SET: CONCRETE POST
 BJ4130_STAMPING: 52 V 052 1977
 BJ4130_MARK LOGO: LADH  
 BJ4130_PROJECTION: FLUSH
 BJ4130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4130+STABILITY: SURFACE MOTION
 BJ4130
 BJ4130  HISTORY     - Date     Condition        Report By
 BJ4130  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4130
 BJ4130                          STATION DESCRIPTION
 BJ4130
 BJ4130'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ4130'11.6 KM (7.20 MI) NW FROM BUSH.
 BJ4130'6.6 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTIN OF LA 1129 AT
 BJ4130'LEE ROAD, 74 FEET SOUTH OF HIGHWAY 40, 76 FEET EAST OF LA 1082 IN THE
 BJ4130'SIGHT FLARE.
 BJ4130'THE MARK IS 1.0 FT  S FROM  A WITNESS POST
 BJ4130'THE MARK IS 3.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4131 ***********************************************************************
 BJ4131  DESIGNATION -  52 V 053
 BJ4131  PID         -  BJ4131
 BJ4131  STATE/COUNTY-  LA/ST TAMMANY
 BJ4131  USGS QUAD   -  ENON (1983)
 BJ4131
 BJ4131                         *CURRENT SURVEY CONTROL
 BJ4131  ___________________________________________________________________
 BJ4131* NAD 83(1986)-  30 37 50.     (N)    090 00 13.     (W)     SCALED    
 BJ4131* NAVD 88     -        51.513  (meters)     169.01   (feet)  ADJUSTED  
 BJ4131  ___________________________________________________________________
 BJ4131  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ4131  DYNAMIC HT  -          51.446 (meters)     168.79  (feet)  COMP
 BJ4131  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ4131
 BJ4131  VERT ORDER  -  SECOND    CLASS I
 BJ4131
 BJ4131.The horizontal coordinates were scaled from a topographic map and have
 BJ4131.an estimated accuracy of +/- 6 seconds.
 BJ4131
 BJ4131.The orthometric height was determined by differential leveling
 BJ4131.and adjusted by the National Geodetic Survey in March 1998..
 BJ4131
 BJ4131.The geoid height was determined by GEOID03.
 BJ4131
 BJ4131.The dynamic height is computed by dividing the NAVD 88
 BJ4131.geopotential number by the normal gravity value computed on the
 BJ4131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4131.degrees latitude (g = 980.6199 gals.).
 BJ4131
 BJ4131.The modeled gravity was interpolated from observed gravity values.
 BJ4131
 BJ4131;                    North         East    Units  Estimated Accuracy
 BJ4131;SPC LA S     -   236,900.    1,127,480.      MT  (+/- 180 meters Scaled)
 BJ4131
 BJ4131                          SUPERSEDED SURVEY CONTROL
 BJ4131
 BJ4131.No superseded survey control is available for this station.
 BJ4131
 BJ4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP872924(NAD 83)
 BJ4131_MARKER: DD = SURVEY DISK
 BJ4131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4131_SP_SET: CONCRETE POST
 BJ4131_STAMPING: 52 V 053 1977
 BJ4131_MARK LOGO: LADH  
 BJ4131_PROJECTION: FLUSH
 BJ4131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4131+STABILITY: SURFACE MOTION
 BJ4131
 BJ4131  HISTORY     - Date     Condition        Report By
 BJ4131  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4131
 BJ4131                          STATION DESCRIPTION
 BJ4131
 BJ4131'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ4131'10.3 KM (6.40 MI) NW FROM BUSH.
 BJ4131'7.5 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF LA 2911 AT
 BJ4131'LEE ROAD, 0.9 MILE EAST OF THE JUNCTION OF HIGHWAYS 40 AND 1082, 45
 BJ4131'FEET SOUTH OF HIGHWAY 40, 77 FEET EAST OF A PRIVATE DRIVE, 750 EAST
 BJ4131'OF HEIHTZ JENKINS ROAD, 420 FEET EAST OF ALONZO JENKINS ROAD.
 BJ4131'THE MARK IS 1.0 FT  S FROM  A WITNESS POST
 BJ4131'THE MARK IS 2.0 FT BELOW HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1915 ***********************************************************************
 BH1915  DESIGNATION -  52 V 054
 BH1915  PID         -  BH1915
 BH1915  STATE/COUNTY-  LA/ST TAMMANY
 BH1915  USGS QUAD   -  BUSH (1983)
 BH1915
 BH1915                         *CURRENT SURVEY CONTROL
 BH1915  ___________________________________________________________________
 BH1915* NAD 83(1986)-  30 37 29.     (N)    089 59 27.     (W)     SCALED    
 BH1915* NAVD 88     -        52.410  (meters)     171.95   (feet)  ADJUSTED  
 BH1915  ___________________________________________________________________
 BH1915  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BH1915  DYNAMIC HT  -          52.342 (meters)     171.73  (feet)  COMP
 BH1915  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BH1915
 BH1915  VERT ORDER  -  SECOND    CLASS I
 BH1915
 BH1915.The horizontal coordinates were scaled from a topographic map and have
 BH1915.an estimated accuracy of +/- 6 seconds.
 BH1915
 BH1915.The orthometric height was determined by differential leveling
 BH1915.and adjusted by the National Geodetic Survey in March 1998..
 BH1915
 BH1915.The geoid height was determined by GEOID03.
 BH1915
 BH1915.The dynamic height is computed by dividing the NAVD 88
 BH1915.geopotential number by the normal gravity value computed on the
 BH1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1915.degrees latitude (g = 980.6199 gals.).
 BH1915
 BH1915.The modeled gravity was interpolated from observed gravity values.
 BH1915
 BH1915;                    North         East    Units  Estimated Accuracy
 BH1915;SPC LA S     -   236,270.    1,128,710.      MT  (+/- 180 meters Scaled)
 BH1915
 BH1915                          SUPERSEDED SURVEY CONTROL
 BH1915
 BH1915.No superseded survey control is available for this station.
 BH1915
 BH1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU133918(NAD 83)
 BH1915_MARKER: DD = SURVEY DISK
 BH1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1915_SP_SET: CONCRETE POST
 BH1915_STAMPING: 52 V 054 1977
 BH1915_MARK LOGO: LADH  
 BH1915_PROJECTION: FLUSH
 BH1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1915+STABILITY: SURFACE MOTION
 BH1915
 BH1915  HISTORY     - Date     Condition        Report By
 BH1915  HISTORY     - 1977     MONUMENTED       LADTD
 BH1915
 BH1915                          STATION DESCRIPTION
 BH1915
 BH1915'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1915'9.0 KM (5.60 MI) NW FROM BUSH.
 BH1915'8.4 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF LA HIGHWAY
 BH1915'1129 AT LEE ROAD, 1.8 MILES EAST OF THE JUNCTION OF HIGHWAYS 40 AND
 BH1915'1082, 100 FEET SOUTH OF HIGHWAY 40, 83 FEET EAST OF LA HIGHWAY 1083
 BH1915'IN THE SIGHT FLARE.
 BH1915'THE MARK IS 1.0 FT  E FROM  A WITNESS POST
 BH1915'THE MARK IS ABOVE LEVEL WITH HIGHWAY 1083.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1916 ***********************************************************************
 BH1916  DESIGNATION -  52 V 055
 BH1916  PID         -  BH1916
 BH1916  STATE/COUNTY-  LA/ST TAMMANY
 BH1916  USGS QUAD   -  SUN (1983)
 BH1916
 BH1916                         *CURRENT SURVEY CONTROL
 BH1916  ___________________________________________________________________
 BH1916* NAD 83(1986)-  30 37 48.     (N)    089 58 36.     (W)     SCALED    
 BH1916* NAVD 88     -        50.520  (meters)     165.75   (feet)  ADJUSTED  
 BH1916  ___________________________________________________________________
 BH1916  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BH1916  DYNAMIC HT  -          50.454 (meters)     165.53  (feet)  COMP
 BH1916  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BH1916
 BH1916  VERT ORDER  -  SECOND    CLASS I
 BH1916
 BH1916.The horizontal coordinates were scaled from a topographic map and have
 BH1916.an estimated accuracy of +/- 6 seconds.
 BH1916
 BH1916.The orthometric height was determined by differential leveling
 BH1916.and adjusted by the National Geodetic Survey in March 1998..
 BH1916
 BH1916.The geoid height was determined by GEOID03.
 BH1916
 BH1916.The dynamic height is computed by dividing the NAVD 88
 BH1916.geopotential number by the normal gravity value computed on the
 BH1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1916.degrees latitude (g = 980.6199 gals.).
 BH1916
 BH1916.The modeled gravity was interpolated from observed gravity values.
 BH1916
 BH1916;                    North         East    Units  Estimated Accuracy
 BH1916;SPC LA S     -   236,870.    1,130,060.      MT  (+/- 180 meters Scaled)
 BH1916
 BH1916                          SUPERSEDED SURVEY CONTROL
 BH1916
 BH1916.No superseded survey control is available for this station.
 BH1916
 BH1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU146923(NAD 83)
 BH1916_MARKER: DD = SURVEY DISK
 BH1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1916_SP_SET: CONCRETE POST
 BH1916_STAMPING: 52 V 055 1977
 BH1916_MARK LOGO: LADH  
 BH1916_PROJECTION: FLUSH
 BH1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1916+STABILITY: SURFACE MOTION
 BH1916
 BH1916  HISTORY     - Date     Condition        Report By
 BH1916  HISTORY     - 1977     MONUMENTED       LADTD
 BH1916
 BH1916                          STATION DESCRIPTION
 BH1916
 BH1916'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1916'7.7 KM (4.80 MI) NW FROM BUSH.
 BH1916'9.4 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF LA HIGHWAY
 BH1916'1129 AT LEE ROAD,1.0 MILE EAST OF THE JUNCTION OF HIGHWAYS 40 AND
 BH1916'1083, 106 FEET NORTH OF HIGHWAY 40, 30 FEET EAST OF PAT FITZMORRIS
 BH1916'ROAD.
 BH1916'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 BH1916'THE MARK IS ABOVE LEVEL WITH PAT FITZMORRIS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1917 ***********************************************************************
 BH1917  DESIGNATION -  52 V 056
 BH1917  PID         -  BH1917
 BH1917  STATE/COUNTY-  LA/ST TAMMANY
 BH1917  USGS QUAD   -  BUSH (1983)
 BH1917
 BH1917                         *CURRENT SURVEY CONTROL
 BH1917  ___________________________________________________________________
 BH1917* NAD 83(1986)-  30 37 26.     (N)    089 57 31.     (W)     SCALED    
 BH1917* NAVD 88     -        33.264  (meters)     109.13   (feet)  ADJUSTED  
 BH1917  ___________________________________________________________________
 BH1917  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BH1917  DYNAMIC HT  -          33.221 (meters)     108.99  (feet)  COMP
 BH1917  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BH1917
 BH1917  VERT ORDER  -  SECOND    CLASS I
 BH1917
 BH1917.The horizontal coordinates were scaled from a topographic map and have
 BH1917.an estimated accuracy of +/- 6 seconds.
 BH1917
 BH1917.The orthometric height was determined by differential leveling
 BH1917.and adjusted by the National Geodetic Survey in March 1998..
 BH1917
 BH1917.The geoid height was determined by GEOID03.
 BH1917
 BH1917.The dynamic height is computed by dividing the NAVD 88
 BH1917.geopotential number by the normal gravity value computed on the
 BH1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1917.degrees latitude (g = 980.6199 gals.).
 BH1917
 BH1917.The modeled gravity was interpolated from observed gravity values.
 BH1917
 BH1917;                    North         East    Units  Estimated Accuracy
 BH1917;SPC LA S     -   236,220.    1,131,800.      MT  (+/- 180 meters Scaled)
 BH1917
 BH1917                          SUPERSEDED SURVEY CONTROL
 BH1917
 BH1917.No superseded survey control is available for this station.
 BH1917
 BH1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU163916(NAD 83)
 BH1917_MARKER: DD = SURVEY DISK
 BH1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1917_SP_SET: CONCRETE POST
 BH1917_STAMPING: 52 V 056 1977
 BH1917_MARK LOGO: LADH  
 BH1917_PROJECTION: FLUSH
 BH1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1917+STABILITY: SURFACE MOTION
 BH1917
 BH1917  HISTORY     - Date     Condition        Report By
 BH1917  HISTORY     - 1977     MONUMENTED       LADTD
 BH1917
 BH1917                          STATION DESCRIPTION
 BH1917
 BH1917'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1917'6.0 KM (3.70 MI) NW FROM BUSH.
 BH1917'10.8 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF LA HIGHWAY
 BH1917'1129 AT LEE ROAD, 2.4 MILES EAST OF THE JUNCTION OF HIGHWAYS 40 AND
 BH1917'1083, 105 FEET SOUTH OF HIGHWAY 40, 31 FEET WEST OF BEALER ROAD.
 BH1917'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 BH1917'THE MARK IS 1.0 FT ABOVE BEALER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1918 ***********************************************************************
 BH1918  DESIGNATION -  52 V 057
 BH1918  PID         -  BH1918
 BH1918  STATE/COUNTY-  LA/ST TAMMANY
 BH1918  USGS QUAD   -  BUSH (1983)
 BH1918
 BH1918                         *CURRENT SURVEY CONTROL
 BH1918  ___________________________________________________________________
 BH1918* NAD 83(1986)-  30 37 29.     (N)    089 56 43.     (W)     SCALED    
 BH1918* NAVD 88     -        28.220  (meters)      92.59   (feet)  ADJUSTED  
 BH1918  ___________________________________________________________________
 BH1918  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BH1918  DYNAMIC HT  -          28.183 (meters)      92.46  (feet)  COMP
 BH1918  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BH1918
 BH1918  VERT ORDER  -  SECOND    CLASS I
 BH1918
 BH1918.The horizontal coordinates were scaled from a topographic map and have
 BH1918.an estimated accuracy of +/- 6 seconds.
 BH1918
 BH1918.The orthometric height was determined by differential leveling
 BH1918.and adjusted by the National Geodetic Survey in March 1998..
 BH1918
 BH1918.The geoid height was determined by GEOID03.
 BH1918
 BH1918.The dynamic height is computed by dividing the NAVD 88
 BH1918.geopotential number by the normal gravity value computed on the
 BH1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1918.degrees latitude (g = 980.6199 gals.).
 BH1918
 BH1918.The modeled gravity was interpolated from observed gravity values.
 BH1918
 BH1918;                    North         East    Units  Estimated Accuracy
 BH1918;SPC LA S     -   236,320.    1,133,080.      MT  (+/- 180 meters Scaled)
 BH1918
 BH1918                          SUPERSEDED SURVEY CONTROL
 BH1918
 BH1918.No superseded survey control is available for this station.
 BH1918
 BH1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU176917(NAD 83)
 BH1918_MARKER: DD = SURVEY DISK
 BH1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1918_SP_SET: CONCRETE POST
 BH1918_STAMPING: 52 V 057 1977
 BH1918_MARK LOGO: LADH  
 BH1918_PROJECTION: FLUSH
 BH1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1918+STABILITY: SURFACE MOTION
 BH1918
 BH1918  HISTORY     - Date     Condition        Report By
 BH1918  HISTORY     - 1977     MONUMENTED       LADTD
 BH1918
 BH1918                          STATION DESCRIPTION
 BH1918
 BH1918'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1918'4.7 KM (2.90 MI) NW FROM BUSH.
 BH1918'11.6 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF LA HIGHWAY
 BH1918'1129 AT LEE ROAD,3.2 MILES EAST OF THE JUNCTION OF HIGHWAYS 40 AND
 BH1918'1083, 118 FEET NORTH OF HIGHWAY 40, 81 FEET EAST OF A PRIVATE DRIVE,
 BH1918'0.1 MI WEST OF BUSH CEMERTERY ROAD, 0.3 MILE EAST OF MILL CREEK ROAD.
 BH1918'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 BH1918'THE MARK IS ABOVE LEVEL WITH THE PRIVATE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1919 ***********************************************************************
 BH1919  DESIGNATION -  52 V 058
 BH1919  PID         -  BH1919
 BH1919  STATE/COUNTY-  LA/ST TAMMANY
 BH1919  USGS QUAD   -  BUSH (1983)
 BH1919
 BH1919                         *CURRENT SURVEY CONTROL
 BH1919  ___________________________________________________________________
 BH1919* NAD 83(1986)-  30 37 18.     (N)    089 55 53.     (W)     SCALED    
 BH1919* NAVD 88     -        22.019  (meters)      72.24   (feet)  ADJUSTED  
 BH1919  ___________________________________________________________________
 BH1919  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BH1919  DYNAMIC HT  -          21.990 (meters)      72.15  (feet)  COMP
 BH1919  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BH1919
 BH1919  VERT ORDER  -  SECOND    CLASS I
 BH1919
 BH1919.The horizontal coordinates were scaled from a topographic map and have
 BH1919.an estimated accuracy of +/- 6 seconds.
 BH1919
 BH1919.The orthometric height was determined by differential leveling
 BH1919.and adjusted by the National Geodetic Survey in March 1998..
 BH1919
 BH1919.The geoid height was determined by GEOID03.
 BH1919
 BH1919.The dynamic height is computed by dividing the NAVD 88
 BH1919.geopotential number by the normal gravity value computed on the
 BH1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1919.degrees latitude (g = 980.6199 gals.).
 BH1919
 BH1919.The modeled gravity was interpolated from observed gravity values.
 BH1919
 BH1919;                    North         East    Units  Estimated Accuracy
 BH1919;SPC LA S     -   236,000.    1,134,410.      MT  (+/- 180 meters Scaled)
 BH1919
 BH1919                          SUPERSEDED SURVEY CONTROL
 BH1919
 BH1919.No superseded survey control is available for this station.
 BH1919
 BH1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU189913(NAD 83)
 BH1919_MARKER: DD = SURVEY DISK
 BH1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1919_SP_SET: CONCRETE POST
 BH1919_STAMPING: 52 V 058 1977
 BH1919_MARK LOGO: LADH  
 BH1919_PROJECTION: FLUSH
 BH1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1919+STABILITY: SURFACE MOTION
 BH1919
 BH1919  HISTORY     - Date     Condition        Report By
 BH1919  HISTORY     - 1977     MONUMENTED       LADTD
 BH1919
 BH1919                          STATION DESCRIPTION
 BH1919
 BH1919'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1919'3.4 KM (2.10 MI) WEST FROM BUSH.
 BH1919'12.7 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF LA HIGHWAY
 BH1919'1129 AT LEE ROAD, 4.3 MILES EAST OF THE JUNCTION OF HIGHWAYS 40 AND
 BH1919'1083, 120 FEET NORTH OF HIGHWAY 40, 112 FEET SOUT OF THE SOUTHEAST
 BH1919'CORNER OF A BRICK HOUSE, 92 FEET EAST OF A PRIVATE DRIVE.
 BH1919'THE MARK IS 1.0 FT  E FROM  A WITNESS POST
 BH1919'THE MARK IS 2.0 FT BELOW HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2862 ***********************************************************************
 BJ2862  DESIGNATION -  52 V 059 LADH
 BJ2862  PID         -  BJ2862
 BJ2862  STATE/COUNTY-  LA/ST TAMMANY
 BJ2862  USGS QUAD   -  COVINGTON (1994)
 BJ2862
 BJ2862                         *CURRENT SURVEY CONTROL
 BJ2862  ___________________________________________________________________
 BJ2862* NAD 83(1986)-  30 26 32.     (N)    090 07 17.     (W)     SCALED    
 BJ2862* NAVD 88     -         3.374  (meters)      11.07   (feet)  ADJUSTED  
 BJ2862  ___________________________________________________________________
 BJ2862  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2862  DYNAMIC HT  -           3.369 (meters)      11.05  (feet)  COMP
 BJ2862  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BJ2862
 BJ2862  VERT ORDER  -  SECOND    CLASS I
 BJ2862
 BJ2862.The horizontal coordinates were scaled from a topographic map and have
 BJ2862.an estimated accuracy of +/- 6 seconds.
 BJ2862
 BJ2862.The orthometric height was determined by differential leveling
 BJ2862.and adjusted by the National Geodetic Survey in February 1994..
 BJ2862
 BJ2862.The geoid height was determined by GEOID03.
 BJ2862
 BJ2862.The dynamic height is computed by dividing the NAVD 88
 BJ2862.geopotential number by the normal gravity value computed on the
 BJ2862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2862.degrees latitude (g = 980.6199 gals.).
 BJ2862
 BJ2862.The modeled gravity was interpolated from observed gravity values.
 BJ2862
 BJ2862;                    North         East    Units  Estimated Accuracy
 BJ2862;SPC LA S     -   215,900.    1,116,410.      MT  (+/- 180 meters Scaled)
 BJ2862
 BJ2862                          SUPERSEDED SURVEY CONTROL
 BJ2862
 BJ2862  NGVD 29 (??/??/??)    3.394  (m)           11.14   (f) ADJUSTED    2 1
 BJ2862
 BJ2862.Superseded values are not recommended for survey control.
 BJ2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2862.See file dsdata.txt to determine how the superseded data were derived.
 BJ2862
 BJ2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP764713(NAD 83)
 BJ2862_MARKER: DD = SURVEY DISK
 BJ2862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2862_SP_SET: CONCRETE POST
 BJ2862_STAMPING: 52 V 059 1977
 BJ2862_MARK LOGO: LADH  
 BJ2862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2862+STABILITY: SURFACE MOTION
 BJ2862
 BJ2862  HISTORY     - Date     Condition        Report By
 BJ2862  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2862  HISTORY     - 1982     GOOD             LADTD
 BJ2862  HISTORY     - 20031012 GOOD             USPSQD
 BJ2862
 BJ2862                          STATION DESCRIPTION
 BJ2862
 BJ2862'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2862'COVINGTON.
 BJ2862'1.2 MILE EAST ALONG I-12 FROM THE JUNCTION OF I-12 AND LA. 21, IN THE
 BJ2862'TCHEFUNCTE REST AREA, 434 FEET NORTH OF I-12 MEDIAN, 0.4 MILE WEST OF
 BJ2862'TCHEFUNCTE RIVER IN THE VICINITY OF THE CAR PARKING AREA, 1 FOOT SOUTH
 BJ2862'OF THE FENCE ON NORTH RIGHT OF WAY
 BJ2862
 BJ2862                          STATION RECOVERY (1982)
 BJ2862
 BJ2862'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2862'RECOVERED IN GOOD CONDITION.
 BJ2862
 BJ2862                          STATION RECOVERY (2003)
 BJ2862
 BJ2862'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ2862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2863 ***********************************************************************
 BJ2863  DESIGNATION -  52 V 060 LADH
 BJ2863  PID         -  BJ2863
 BJ2863  STATE/COUNTY-  LA/ST TAMMANY
 BJ2863  USGS QUAD   -  COVINGTON (1994)
 BJ2863
 BJ2863                         *CURRENT SURVEY CONTROL
 BJ2863  ___________________________________________________________________
 BJ2863* NAD 83(1986)-  30 26 28.     (N)    090 07 21.     (W)     SCALED    
 BJ2863* NAVD 88     -         4.950  (meters)      16.24   (feet)  ADJUSTED  
 BJ2863  ___________________________________________________________________
 BJ2863  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2863  DYNAMIC HT  -           4.944 (meters)      16.22  (feet)  COMP
 BJ2863  MODELED GRAV-     979,356.5   (mgal)                       NAVD 88
 BJ2863
 BJ2863  VERT ORDER  -  SECOND    CLASS I
 BJ2863
 BJ2863.The horizontal coordinates were scaled from a topographic map and have
 BJ2863.an estimated accuracy of +/- 6 seconds.
 BJ2863
 BJ2863.The orthometric height was determined by differential leveling
 BJ2863.and adjusted by the National Geodetic Survey in February 1994..
 BJ2863
 BJ2863.The geoid height was determined by GEOID03.
 BJ2863
 BJ2863.The dynamic height is computed by dividing the NAVD 88
 BJ2863.geopotential number by the normal gravity value computed on the
 BJ2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2863.degrees latitude (g = 980.6199 gals.).
 BJ2863
 BJ2863.The modeled gravity was interpolated from observed gravity values.
 BJ2863
 BJ2863;                    North         East    Units  Estimated Accuracy
 BJ2863;SPC LA S     -   215,780.    1,116,300.      MT  (+/- 180 meters Scaled)
 BJ2863
 BJ2863                          SUPERSEDED SURVEY CONTROL
 BJ2863
 BJ2863  NGVD 29 (??/??/??)    4.966  (m)           16.29   (f) ADJUSTED    2 1
 BJ2863
 BJ2863.Superseded values are not recommended for survey control.
 BJ2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2863.See file dsdata.txt to determine how the superseded data were derived.
 BJ2863
 BJ2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP763711(NAD 83)
 BJ2863_MARKER: DD = SURVEY DISK
 BJ2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2863_SP_SET: CONCRETE POST
 BJ2863_STAMPING: 52 V 060 1977
 BJ2863_MARK LOGO: LADH  
 BJ2863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2863+STABILITY: SURFACE MOTION
 BJ2863
 BJ2863  HISTORY     - Date     Condition        Report By
 BJ2863  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2863  HISTORY     - 1982     GOOD             LADTD
 BJ2863  HISTORY     - 20031012 GOOD             USPSQD
 BJ2863
 BJ2863                          STATION DESCRIPTION
 BJ2863
 BJ2863'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2863'COVINGTON.
 BJ2863'1.2 MILE EAST ALONG I-12 FROM THE JUNCTION OF I-12 AND LA. 21, IN THE
 BJ2863'TCHEFUNCTE REST AREA, 434 FEET SOUTH OF I-12 MEDIAN, 0.4 MILE WEST OF
 BJ2863'TCHEFUNCTE RIVER IN THE VICINITY OF THE CAR PARKING AREA, 1 FOOT NORTH
 BJ2863'OF THE FENCE ON SOUTH RIGHT OF WAY
 BJ2863
 BJ2863                          STATION RECOVERY (1982)
 BJ2863
 BJ2863'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2863'RECOVERED IN GOOD CONDITION.
 BJ2863
 BJ2863                          STATION RECOVERY (2003)
 BJ2863
 BJ2863'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ2863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4116 ***********************************************************************
 BJ4116  DESIGNATION -  52 V 061
 BJ4116  PID         -  BJ4116
 BJ4116  STATE/COUNTY-  LA/ST TAMMANY
 BJ4116  USGS QUAD   -  WALDHEIM (1983)
 BJ4116
 BJ4116                         *CURRENT SURVEY CONTROL
 BJ4116  ___________________________________________________________________
 BJ4116* NAD 83(1986)-  30 35 17.     (N)    090 05 12.     (W)     SCALED    
 BJ4116* NAVD 88     -        40.130  (meters)     131.66   (feet)  ADJUSTED  
 BJ4116  ___________________________________________________________________
 BJ4116  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4116  DYNAMIC HT  -          40.078 (meters)     131.49  (feet)  COMP
 BJ4116  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ4116
 BJ4116  VERT ORDER  -  SECOND    CLASS I
 BJ4116
 BJ4116.The horizontal coordinates were scaled from a topographic map and have
 BJ4116.an estimated accuracy of +/- 6 seconds.
 BJ4116
 BJ4116.The orthometric height was determined by differential leveling
 BJ4116.and adjusted by the National Geodetic Survey in March 1998..
 BJ4116
 BJ4116.The geoid height was determined by GEOID03.
 BJ4116
 BJ4116.The dynamic height is computed by dividing the NAVD 88
 BJ4116.geopotential number by the normal gravity value computed on the
 BJ4116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4116.degrees latitude (g = 980.6199 gals.).
 BJ4116
 BJ4116.The modeled gravity was interpolated from observed gravity values.
 BJ4116
 BJ4116;                    North         East    Units  Estimated Accuracy
 BJ4116;SPC LA S     -   232,100.    1,119,570.      MT  (+/- 180 meters Scaled)
 BJ4116
 BJ4116                          SUPERSEDED SURVEY CONTROL
 BJ4116
 BJ4116.No superseded survey control is available for this station.
 BJ4116
 BJ4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP793875(NAD 83)
 BJ4116_MARKER: DD = SURVEY DISK
 BJ4116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4116_SP_SET: CONCRETE POST
 BJ4116_STAMPING: 52 V 061 1978
 BJ4116_MARK LOGO: LADH  
 BJ4116_PROJECTION: FLUSH
 BJ4116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4116+STABILITY: SURFACE MOTION
 BJ4116
 BJ4116  HISTORY     - Date     Condition        Report By
 BJ4116  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4116
 BJ4116                          STATION DESCRIPTION
 BJ4116
 BJ4116'DESCRIBED BY LA TRANSP AND DEV 1978
 BJ4116'12.2 KM (7.6 MI) NORTH FROM COVINGTON.
 BJ4116'0.9 MILE WEST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 BJ4116'HIGHWAY 437 AT LEE ROAD, 125.0 FEET NORTH OF STATE HIGHWAY 40,
 BJ4116'15.0 FEET WEST OF JARREL ROAD.
 BJ4116'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 BJ4116'THE MARK IS 2.0 FT ABOVE JARREL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4117 ***********************************************************************
 BJ4117  DESIGNATION -  52 V 062
 BJ4117  PID         -  BJ4117
 BJ4117  STATE/COUNTY-  LA/ST TAMMANY
 BJ4117  USGS QUAD   -  WALDHEIM (1983)
 BJ4117
 BJ4117                         *CURRENT SURVEY CONTROL
 BJ4117  ___________________________________________________________________
 BJ4117* NAD 83(1986)-  30 35 47.     (N)    090 05 59.     (W)     SCALED    
 BJ4117* NAVD 88     -        39.258  (meters)     128.80   (feet)  ADJUSTED  
 BJ4117  ___________________________________________________________________
 BJ4117  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4117  DYNAMIC HT  -          39.207 (meters)     128.63  (feet)  COMP
 BJ4117  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ4117
 BJ4117  VERT ORDER  -  SECOND    CLASS I
 BJ4117
 BJ4117.The horizontal coordinates were scaled from a topographic map and have
 BJ4117.an estimated accuracy of +/- 6 seconds.
 BJ4117
 BJ4117.The orthometric height was determined by differential leveling
 BJ4117.and adjusted by the National Geodetic Survey in March 1998..
 BJ4117
 BJ4117.The geoid height was determined by GEOID03.
 BJ4117
 BJ4117.The dynamic height is computed by dividing the NAVD 88
 BJ4117.geopotential number by the normal gravity value computed on the
 BJ4117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4117.degrees latitude (g = 980.6199 gals.).
 BJ4117
 BJ4117.The modeled gravity was interpolated from observed gravity values.
 BJ4117
 BJ4117;                    North         East    Units  Estimated Accuracy
 BJ4117;SPC LA S     -   233,010.    1,118,300.      MT  (+/- 180 meters Scaled)
 BJ4117
 BJ4117                          SUPERSEDED SURVEY CONTROL
 BJ4117
 BJ4117.No superseded survey control is available for this station.
 BJ4117
 BJ4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP780884(NAD 83)
 BJ4117_MARKER: DD = SURVEY DISK
 BJ4117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4117_SP_SET: CONCRETE POST
 BJ4117_STAMPING: 52 V 062 1978
 BJ4117_MARK LOGO: LADH  
 BJ4117_PROJECTION: FLUSH
 BJ4117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4117+STABILITY: SURFACE MOTION
 BJ4117
 BJ4117  HISTORY     - Date     Condition        Report By
 BJ4117  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4117
 BJ4117                          STATION DESCRIPTION
 BJ4117
 BJ4117'DESCRIBED BY LA TRANSP AND DEV 1978
 BJ4117'13.3 KM (8.3 MI) NORTH FROM COVINGTON.
 BJ4117'1.9 MILES WEST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 BJ4117'HIGHWAY 437 AT LEE ROAD, 159.0 FEET SOUTH OF STATE HIGHWAY 40,
 BJ4117'AND 31.0 FEET WEST OF FITZGERALD CHURCH ROAD.
 BJ4117'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 BJ4117'THE MARK IS 2.0 FT ABOVE FITZGERALD CHURCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4118 ***********************************************************************
 BJ4118  DESIGNATION -  52 V 063
 BJ4118  PID         -  BJ4118
 BJ4118  STATE/COUNTY-  LA/ST TAMMANY
 BJ4118  USGS QUAD   -  WALDHEIM (1983)
 BJ4118
 BJ4118                         *CURRENT SURVEY CONTROL
 BJ4118  ___________________________________________________________________
 BJ4118* NAD 83(1986)-  30 36 27.     (N)    090 06 43.     (W)     SCALED    
 BJ4118* NAVD 88     -        45.033  (meters)     147.75   (feet)  ADJUSTED  
 BJ4118  ___________________________________________________________________
 BJ4118  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4118  DYNAMIC HT  -          44.975 (meters)     147.56  (feet)  COMP
 BJ4118  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BJ4118
 BJ4118  VERT ORDER  -  SECOND    CLASS I
 BJ4118
 BJ4118.The horizontal coordinates were scaled from a topographic map and have
 BJ4118.an estimated accuracy of +/- 6 seconds.
 BJ4118
 BJ4118.The orthometric height was determined by differential leveling
 BJ4118.and adjusted by the National Geodetic Survey in March 1998..
 BJ4118
 BJ4118.The geoid height was determined by GEOID03.
 BJ4118
 BJ4118.The dynamic height is computed by dividing the NAVD 88
 BJ4118.geopotential number by the normal gravity value computed on the
 BJ4118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4118.degrees latitude (g = 980.6199 gals.).
 BJ4118
 BJ4118.The modeled gravity was interpolated from observed gravity values.
 BJ4118
 BJ4118;                    North         East    Units  Estimated Accuracy
 BJ4118;SPC LA S     -   234,230.    1,117,120.      MT  (+/- 180 meters Scaled)
 BJ4118
 BJ4118                          SUPERSEDED SURVEY CONTROL
 BJ4118
 BJ4118.No superseded survey control is available for this station.
 BJ4118
 BJ4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP768896(NAD 83)
 BJ4118_MARKER: DD = SURVEY DISK
 BJ4118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4118_SP_SET: CONCRETE POST
 BJ4118_STAMPING: 52 V 063 1978
 BJ4118_MARK LOGO: LADH  
 BJ4118_PROJECTION: FLUSH
 BJ4118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4118+STABILITY: SURFACE MOTION
 BJ4118
 BJ4118  HISTORY     - Date     Condition        Report By
 BJ4118  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4118
 BJ4118                          STATION DESCRIPTION
 BJ4118
 BJ4118'DESCRIBED BY LA TRANSP AND DEV 1978
 BJ4118'14.6 KM (9.10 MI) NW FROM COVINGTON.
 BJ4118'3.0 MILES WEST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 BJ4118'HIGHWAY 437 AT LEE ROAD,225 FEET SOUTH OF HIGHWAY 40, 25 FEET WEST OF
 BJ4118'GALLOWAY ROAD.
 BJ4118'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 BJ4118'THE MARK IS 1.0 FT ABOVE GALLOWAY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4119 ***********************************************************************
 BJ4119  DESIGNATION -  52 V 064
 BJ4119  PID         -  BJ4119
 BJ4119  STATE/COUNTY-  LA/ST TAMMANY
 BJ4119  USGS QUAD   -  WALDHEIM (1983)
 BJ4119
 BJ4119                         *CURRENT SURVEY CONTROL
 BJ4119  ___________________________________________________________________
 BJ4119* NAD 83(1986)-  30 36 56.     (N)    090 06 53.     (W)     SCALED    
 BJ4119* NAVD 88     -        36.231  (meters)     118.87   (feet)  ADJUSTED  
 BJ4119  ___________________________________________________________________
 BJ4119  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4119  DYNAMIC HT  -          36.184 (meters)     118.71  (feet)  COMP
 BJ4119  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ4119
 BJ4119  VERT ORDER  -  SECOND    CLASS I
 BJ4119
 BJ4119.The horizontal coordinates were scaled from a topographic map and have
 BJ4119.an estimated accuracy of +/- 6 seconds.
 BJ4119
 BJ4119.The orthometric height was determined by differential leveling
 BJ4119.and adjusted by the National Geodetic Survey in March 1998..
 BJ4119
 BJ4119.The geoid height was determined by GEOID03.
 BJ4119
 BJ4119.The dynamic height is computed by dividing the NAVD 88
 BJ4119.geopotential number by the normal gravity value computed on the
 BJ4119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4119.degrees latitude (g = 980.6199 gals.).
 BJ4119
 BJ4119.The modeled gravity was interpolated from observed gravity values.
 BJ4119
 BJ4119;                    North         East    Units  Estimated Accuracy
 BJ4119;SPC LA S     -   235,120.    1,116,840.      MT  (+/- 180 meters Scaled)
 BJ4119
 BJ4119                          SUPERSEDED SURVEY CONTROL
 BJ4119
 BJ4119.No superseded survey control is available for this station.
 BJ4119
 BJ4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP766905(NAD 83)
 BJ4119_MARKER: DD = SURVEY DISK
 BJ4119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4119_SP_SET: CONCRETE POST
 BJ4119_STAMPING: 52 V 064 1978
 BJ4119_MARK LOGO: LADH  
 BJ4119_PROJECTION: FLUSH
 BJ4119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4119+STABILITY: SURFACE MOTION
 BJ4119
 BJ4119  HISTORY     - Date     Condition        Report By
 BJ4119  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4119
 BJ4119                          STATION DESCRIPTION
 BJ4119
 BJ4119'DESCRIBED BY LA TRANSP AND DEV 1978
 BJ4119'7.2 KM (4.50 MI) EAST FROM FOLSOM.
 BJ4119'3.6 MILES WEST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 BJ4119'HIGHWAY 437 AT LEE ROAD TO THE WEST JUNCTION OF HIGHWAYS 40 AND 437,
 BJ4119'IN THE SIGHT FLARE, 61 FEET NORTH OF HIGHWAY 40, 73 FEET WEST OF
 BJ4119'HIGHWAY 473.
 BJ4119'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 BJ4119'THE MARK IS 7.0 FT ABOVE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4120 ***********************************************************************
 BJ4120  DESIGNATION -  52 V 065
 BJ4120  PID         -  BJ4120
 BJ4120  STATE/COUNTY-  LA/ST TAMMANY
 BJ4120  USGS QUAD   -  MARTINVILLE (1983)
 BJ4120
 BJ4120                         *CURRENT SURVEY CONTROL
 BJ4120  ___________________________________________________________________
 BJ4120* NAD 83(1986)-  30 37 28.     (N)    090 08 02.     (W)     SCALED    
 BJ4120* NAVD 88     -        46.946  (meters)     154.02   (feet)  ADJUSTED  
 BJ4120  ___________________________________________________________________
 BJ4120  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4120  DYNAMIC HT  -          46.885 (meters)     153.82  (feet)  COMP
 BJ4120  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ4120
 BJ4120  VERT ORDER  -  SECOND    CLASS I
 BJ4120
 BJ4120.The horizontal coordinates were scaled from a topographic map and have
 BJ4120.an estimated accuracy of +/- 6 seconds.
 BJ4120
 BJ4120.The orthometric height was determined by differential leveling
 BJ4120.and adjusted by the National Geodetic Survey in March 1998..
 BJ4120
 BJ4120.The geoid height was determined by GEOID03.
 BJ4120
 BJ4120.The dynamic height is computed by dividing the NAVD 88
 BJ4120.geopotential number by the normal gravity value computed on the
 BJ4120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4120.degrees latitude (g = 980.6199 gals.).
 BJ4120
 BJ4120.The modeled gravity was interpolated from observed gravity values.
 BJ4120
 BJ4120;                    North         East    Units  Estimated Accuracy
 BJ4120;SPC LA S     -   236,090.    1,115,000.      MT  (+/- 180 meters Scaled)
 BJ4120
 BJ4120                          SUPERSEDED SURVEY CONTROL
 BJ4120
 BJ4120.No superseded survey control is available for this station.
 BJ4120
 BJ4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP747914(NAD 83)
 BJ4120_MARKER: DD = SURVEY DISK
 BJ4120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4120_SP_SET: CONCRETE POST
 BJ4120_STAMPING: 52 V 065 1978
 BJ4120_MARK LOGO: LADH  
 BJ4120_PROJECTION: FLUSH
 BJ4120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4120+STABILITY: SURFACE MOTION
 BJ4120
 BJ4120  HISTORY     - Date     Condition        Report By
 BJ4120  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4120
 BJ4120                          STATION DESCRIPTION
 BJ4120
 BJ4120'DESCRIBED BY LA TRANSP AND DEV 1978
 BJ4120'5.1 KM (3.20 MI) EAST FROM FOLSOM.
 BJ4120'3.4 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 BJ4120'HIGHWAY 25 IN FOLSOM, IN THE MEDIAN OF THE BOULEVARD LEADING INTO
 BJ4120'MERRYWOOD ESTATES, 129 FEET SOUTH OF HIGHWAY 40, 24 FEET EAST OF THE
 BJ4120'WEST DRIVE AND 27 FEET WEST OF THE EAST DRIVE.
 BJ4120'THE MARK IS 1.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4121 ***********************************************************************
 BJ4121  DESIGNATION -  52 V 066
 BJ4121  PID         -  BJ4121
 BJ4121  STATE/COUNTY-  LA/ST TAMMANY
 BJ4121  USGS QUAD   -  FOLSOM (1983)
 BJ4121
 BJ4121                         *CURRENT SURVEY CONTROL
 BJ4121  ___________________________________________________________________
 BJ4121* NAD 83(1986)-  30 37 41.     (N)    090 08 37.     (W)     SCALED    
 BJ4121* NAVD 88     -        50.790  (meters)     166.63   (feet)  ADJUSTED  
 BJ4121  ___________________________________________________________________
 BJ4121  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4121  DYNAMIC HT  -          50.724 (meters)     166.42  (feet)  COMP
 BJ4121  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ4121
 BJ4121  VERT ORDER  -  SECOND    CLASS I
 BJ4121
 BJ4121.The horizontal coordinates were scaled from a topographic map and have
 BJ4121.an estimated accuracy of +/- 6 seconds.
 BJ4121
 BJ4121.The orthometric height was determined by differential leveling
 BJ4121.and adjusted by the National Geodetic Survey in March 1998..
 BJ4121
 BJ4121.The geoid height was determined by GEOID03.
 BJ4121
 BJ4121.The dynamic height is computed by dividing the NAVD 88
 BJ4121.geopotential number by the normal gravity value computed on the
 BJ4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4121.degrees latitude (g = 980.6199 gals.).
 BJ4121
 BJ4121.The modeled gravity was interpolated from observed gravity values.
 BJ4121
 BJ4121;                    North         East    Units  Estimated Accuracy
 BJ4121;SPC LA S     -   236,480.    1,114,060.      MT  (+/- 180 meters Scaled)
 BJ4121
 BJ4121                          SUPERSEDED SURVEY CONTROL
 BJ4121
 BJ4121.No superseded survey control is available for this station.
 BJ4121
 BJ4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP737918(NAD 83)
 BJ4121_MARKER: DD = SURVEY DISK
 BJ4121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4121_SP_SET: CONCRETE POST
 BJ4121_STAMPING: 52 V 066 1978
 BJ4121_MARK LOGO: LADH  
 BJ4121_PROJECTION: FLUSH
 BJ4121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4121+STABILITY: SURFACE MOTION
 BJ4121
 BJ4121  HISTORY     - Date     Condition        Report By
 BJ4121  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4121
 BJ4121                          STATION DESCRIPTION
 BJ4121
 BJ4121'DESCRIBED BY LA TRANSP AND DEV 1978
 BJ4121'4.3 KM (2.70 MI) EAST FROM FOLSOM.
 BJ4121'2.7 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 BJ4121'HIGHWAY 25 IN FOLSOM, IN THE MEDIAN OF THE BOULEVARD LEADING INTO
 BJ4121'CHENEL FARMS, 119 FEET SOUTH OF HIGHWAY 40, 19 FEET EAST OF THE WEST
 BJ4121'DRIVE AND 20 FEET WEST OFTHE EAST DRIVE.
 BJ4121'THE MARK IS 1.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4122 ***********************************************************************
 BJ4122  DESIGNATION -  52 V 067
 BJ4122  PID         -  BJ4122
 BJ4122  STATE/COUNTY-  LA/ST TAMMANY
 BJ4122  USGS QUAD   -  FOLSOM (1983)
 BJ4122
 BJ4122                         *CURRENT SURVEY CONTROL
 BJ4122  ___________________________________________________________________
 BJ4122* NAD 83(1986)-  30 37 45.     (N)    090 09 36.     (W)     SCALED    
 BJ4122* NAVD 88     -        40.781  (meters)     133.80   (feet)  ADJUSTED  
 BJ4122  ___________________________________________________________________
 BJ4122  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4122  DYNAMIC HT  -          40.728 (meters)     133.62  (feet)  COMP
 BJ4122  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ4122
 BJ4122  VERT ORDER  -  SECOND    CLASS I
 BJ4122
 BJ4122.The horizontal coordinates were scaled from a topographic map and have
 BJ4122.an estimated accuracy of +/- 6 seconds.
 BJ4122
 BJ4122.The orthometric height was determined by differential leveling
 BJ4122.and adjusted by the National Geodetic Survey in March 1998..
 BJ4122
 BJ4122.The geoid height was determined by GEOID03.
 BJ4122
 BJ4122.The dynamic height is computed by dividing the NAVD 88
 BJ4122.geopotential number by the normal gravity value computed on the
 BJ4122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4122.degrees latitude (g = 980.6199 gals.).
 BJ4122
 BJ4122.The modeled gravity was interpolated from observed gravity values.
 BJ4122
 BJ4122;                    North         East    Units  Estimated Accuracy
 BJ4122;SPC LA S     -   236,590.    1,112,490.      MT  (+/- 180 meters Scaled)
 BJ4122
 BJ4122                          SUPERSEDED SURVEY CONTROL
 BJ4122
 BJ4122.No superseded survey control is available for this station.
 BJ4122
 BJ4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP722919(NAD 83)
 BJ4122_MARKER: DD = SURVEY DISK
 BJ4122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4122_SP_SET: CONCRETE POST
 BJ4122_STAMPING: 52 V 067 1978
 BJ4122_MARK LOGO: LADH  
 BJ4122_PROJECTION: FLUSH
 BJ4122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4122+STABILITY: SURFACE MOTION
 BJ4122
 BJ4122  HISTORY     - Date     Condition        Report By
 BJ4122  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4122
 BJ4122                          STATION DESCRIPTION
 BJ4122
 BJ4122'DESCRIBED BY LA TRANSP AND DEV 1978
 BJ4122'2.7 KM (1.70 MI) EAST FROM FOLSOM.
 BJ4122'1.7 MILES EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF HIGHWAY 25
 BJ4122'IN FOLSOM, IN THE SIGHT FLARE OF HIGHWAY 40 AND LA 1080, 78 FEET
 BJ4122'NORTH OF HIGHWAY 40, 68 FEET EAST OF LA 1080.
 BJ4122'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 BJ4122'THE MARK IS 3.0 FT ABOVE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4123 ***********************************************************************
 BJ4123  DESIGNATION -  52 V 068
 BJ4123  PID         -  BJ4123
 BJ4123  STATE/COUNTY-  LA/ST TAMMANY
 BJ4123  USGS QUAD   -  FOLSOM (1983)
 BJ4123
 BJ4123                         *CURRENT SURVEY CONTROL
 BJ4123  ___________________________________________________________________
 BJ4123* NAD 83(1986)-  30 37 45.     (N)    090 10 21.     (W)     SCALED    
 BJ4123* NAVD 88     -        28.614  (meters)      93.88   (feet)  ADJUSTED  
 BJ4123  ___________________________________________________________________
 BJ4123  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4123  DYNAMIC HT  -          28.577 (meters)      93.76  (feet)  COMP
 BJ4123  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 BJ4123
 BJ4123  VERT ORDER  -  SECOND    CLASS I
 BJ4123
 BJ4123.The horizontal coordinates were scaled from a topographic map and have
 BJ4123.an estimated accuracy of +/- 6 seconds.
 BJ4123
 BJ4123.The orthometric height was determined by differential leveling
 BJ4123.and adjusted by the National Geodetic Survey in March 1998..
 BJ4123
 BJ4123.The geoid height was determined by GEOID03.
 BJ4123
 BJ4123.The dynamic height is computed by dividing the NAVD 88
 BJ4123.geopotential number by the normal gravity value computed on the
 BJ4123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4123.degrees latitude (g = 980.6199 gals.).
 BJ4123
 BJ4123.The modeled gravity was interpolated from observed gravity values.
 BJ4123
 BJ4123;                    North         East    Units  Estimated Accuracy
 BJ4123;SPC LA S     -   236,570.    1,111,290.      MT  (+/- 180 meters Scaled)
 BJ4123
 BJ4123                          SUPERSEDED SURVEY CONTROL
 BJ4123
 BJ4123.No superseded survey control is available for this station.
 BJ4123
 BJ4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP710919(NAD 83)
 BJ4123_MARKER: DD = SURVEY DISK
 BJ4123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4123_SP_SET: CONCRETE POST
 BJ4123_STAMPING: 52 V 068 1978
 BJ4123_MARK LOGO: LADH  
 BJ4123_PROJECTION: FLUSH
 BJ4123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4123+STABILITY: SURFACE MOTION
 BJ4123
 BJ4123  HISTORY     - Date     Condition        Report By
 BJ4123  HISTORY     - 1978     MONUMENTED       LADTD
 BJ4123
 BJ4123                          STATION DESCRIPTION
 BJ4123
 BJ4123'DESCRIBED BY LA TRANSP AND DEV 1978
 BJ4123'1.4 KM (0.90 MI) EAST FROM FOLSOM.
 BJ4123'1.0 MILE EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 BJ4123'HIGHWAY 25 IN FOLSOM, 141 FEET NORTH OF HIGHWAY 40, 22 FEET WEST OF
 BJ4123'BLACKWELL CEMETERY ROAD.
 BJ4123'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1829 ***********************************************************************
 BH1829  DESIGNATION -  52 V 089 LADTD
 BH1829  PID         -  BH1829
 BH1829  STATE/COUNTY-  LA/ST TAMMANY
 BH1829  USGS QUAD   -  SLIDELL (1994)
 BH1829
 BH1829                         *CURRENT SURVEY CONTROL
 BH1829  ___________________________________________________________________
 BH1829* NAD 83(1986)-  30 22 10.     (N)    089 45 36.     (W)     SCALED    
 BH1829* NAVD 88     -         9.830  (meters)      32.25   (feet)  ADJUSTED  
 BH1829  ___________________________________________________________________
 BH1829  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BH1829  DYNAMIC HT  -           9.817 (meters)      32.21  (feet)  COMP
 BH1829  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BH1829
 BH1829  VERT ORDER  -  SECOND    CLASS II
 BH1829
 BH1829.The horizontal coordinates were scaled from a topographic map and have
 BH1829.an estimated accuracy of +/- 6 seconds.
 BH1829
 BH1829.The orthometric height was determined by differential leveling
 BH1829.and adjusted by the National Geodetic Survey in February 1994..
 BH1829
 BH1829.The geoid height was determined by GEOID03.
 BH1829
 BH1829.The dynamic height is computed by dividing the NAVD 88
 BH1829.geopotential number by the normal gravity value computed on the
 BH1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1829.degrees latitude (g = 980.6199 gals.).
 BH1829
 BH1829.The modeled gravity was interpolated from observed gravity values.
 BH1829
 BH1829;                    North         East    Units  Estimated Accuracy
 BH1829;SPC LA S     -   208,260.    1,151,230.      MT  (+/- 180 meters Scaled)
 BH1829
 BH1829                          SUPERSEDED SURVEY CONTROL
 BH1829
 BH1829.No superseded survey control is available for this station.
 BH1829
 BH1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU347629(NAD 83)
 BH1829_MARKER: DB = BENCH MARK DISK
 BH1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1829_SP_SET: CONCRETE POST
 BH1829_STAMPING: 52V089 1978
 BH1829_MARK LOGO: LADTD 
 BH1829_PROJECTION: FLUSH
 BH1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1829+STABILITY: SURFACE MOTION
 BH1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1829+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 BH1829
 BH1829  HISTORY     - Date     Condition        Report By
 BH1829  HISTORY     - 1978     MONUMENTED       LADTD
 BH1829  HISTORY     - 1982     GOOD             LADTD
 BH1829  HISTORY     - 20060428 GOOD             NGS
 BH1829
 BH1829                          STATION DESCRIPTION
 BH1829
 BH1829'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1829'1.8 KM (1.1 MI) SW FROM PEARL RIVER.
 BH1829'1.29 KM (0.8 MI) NORTHWEST ALONG LA 41 FROM THE JUNCTION OF LA  41
 BH1829'AND LA-U.S. 11 SOUTH OF PEARL RIVER. 44.5 METERS (146 FT) EAST OF LA
 BH1829'41, 20.4 METERS (67 FT) NORTHWEST OF NORTHWEST CORNER OF PEARL RIVER
 BH1829'MASONIC TEMPLE, 13.7 METERS (45 FT) EAST OF PRIVATE DRIVE.
 BH1829'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 BH1829'THE MARK IS 0.30 M BELOW LA 41.
 BH1829
 BH1829                          STATION RECOVERY (2006)
 BH1829
 BH1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1829'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1830 ***********************************************************************
 BH1830  DESIGNATION -  52 V 090 LADTD
 BH1830  PID         -  BH1830
 BH1830  STATE/COUNTY-  LA/ST TAMMANY
 BH1830  USGS QUAD   -  HICKORY (1994)
 BH1830
 BH1830                         *CURRENT SURVEY CONTROL
 BH1830  ___________________________________________________________________
 BH1830* NAD 83(1986)-  30 22 47.     (N)    089 46 12.     (W)     SCALED    
 BH1830* NAVD 88     -         9.172  (meters)      30.09   (feet)  ADJUSTED  
 BH1830  ___________________________________________________________________
 BH1830  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BH1830  DYNAMIC HT  -           9.160 (meters)      30.05  (feet)  COMP
 BH1830  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BH1830
 BH1830  VERT ORDER  -  SECOND    CLASS II
 BH1830
 BH1830.The horizontal coordinates were scaled from a topographic map and have
 BH1830.an estimated accuracy of +/- 6 seconds.
 BH1830
 BH1830.The orthometric height was determined by differential leveling
 BH1830.and adjusted by the National Geodetic Survey in February 1994..
 BH1830
 BH1830.The geoid height was determined by GEOID03.
 BH1830
 BH1830.The dynamic height is computed by dividing the NAVD 88
 BH1830.geopotential number by the normal gravity value computed on the
 BH1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1830.degrees latitude (g = 980.6199 gals.).
 BH1830
 BH1830.The modeled gravity was interpolated from observed gravity values.
 BH1830
 BH1830;                    North         East    Units  Estimated Accuracy
 BH1830;SPC LA S     -   209,380.    1,150,250.      MT  (+/- 180 meters Scaled)
 BH1830
 BH1830                          SUPERSEDED SURVEY CONTROL
 BH1830
 BH1830.No superseded survey control is available for this station.
 BH1830
 BH1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU338641(NAD 83)
 BH1830_MARKER: DB = BENCH MARK DISK
 BH1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1830_SP_SET: CONCRETE POST
 BH1830_STAMPING: 52V090 1978
 BH1830_MARK LOGO: LADTD 
 BH1830_PROJECTION: FLUSH
 BH1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1830+STABILITY: SURFACE MOTION
 BH1830
 BH1830  HISTORY     - Date     Condition        Report By
 BH1830  HISTORY     - 1978     MONUMENTED       LADTD
 BH1830  HISTORY     - 1982     GOOD             LADTD
 BH1830
 BH1830                          STATION DESCRIPTION
 BH1830
 BH1830'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1830'2.6 KM (1.6 MI) WEST FROM PEARL RIVER.
 BH1830'2.90 KM (1.8 MI) NORTHWEST ALONG LA 41 FROM THE JUNCTION OF LA 41
 BH1830'AND LA - US 11 SOUTH OF PEARL RIVER AT THE JUNCTION OF MURRAY AND
 BH1830'LA 41, 42.4 METERS (139 FT) WEST OF LA 41, 4.6 METERS (15 FT) SOUTH OF
 BH1830'MURRAY ROAD.
 BH1830'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1830'THE MARK IS 0.30 M ABOVE MURRAY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1831 ***********************************************************************
 BH1831  DESIGNATION -  52 V 091 LADTD
 BH1831  PID         -  BH1831
 BH1831  STATE/COUNTY-  LA/ST TAMMANY
 BH1831  USGS QUAD   -  HICKORY (1994)
 BH1831
 BH1831                         *CURRENT SURVEY CONTROL
 BH1831  ___________________________________________________________________
 BH1831* NAD 83(1986)-  30 23 33.     (N)    089 45 40.     (W)     SCALED    
 BH1831* NAVD 88     -         8.867  (meters)      29.09   (feet)  ADJUSTED  
 BH1831  ___________________________________________________________________
 BH1831  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BH1831  DYNAMIC HT  -           8.855 (meters)      29.05  (feet)  COMP
 BH1831  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 BH1831
 BH1831  VERT ORDER  -  SECOND    CLASS II
 BH1831
 BH1831.The horizontal coordinates were scaled from a topographic map and have
 BH1831.an estimated accuracy of +/- 6 seconds.
 BH1831
 BH1831.The orthometric height was determined by differential leveling
 BH1831.and adjusted by the National Geodetic Survey in February 1994..
 BH1831
 BH1831.The geoid height was determined by GEOID03.
 BH1831
 BH1831.The dynamic height is computed by dividing the NAVD 88
 BH1831.geopotential number by the normal gravity value computed on the
 BH1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1831.degrees latitude (g = 980.6199 gals.).
 BH1831
 BH1831.The modeled gravity was interpolated from observed gravity values.
 BH1831
 BH1831;                    North         East    Units  Estimated Accuracy
 BH1831;SPC LA S     -   210,810.    1,151,090.      MT  (+/- 180 meters Scaled)
 BH1831
 BH1831                          SUPERSEDED SURVEY CONTROL
 BH1831
 BH1831.No superseded survey control is available for this station.
 BH1831
 BH1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU347655(NAD 83)
 BH1831_MARKER: DB = BENCH MARK DISK
 BH1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1831_SP_SET: CONCRETE POST
 BH1831_STAMPING: 52V091 1978
 BH1831_MARK LOGO: LADTD 
 BH1831_PROJECTION: FLUSH
 BH1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1831+STABILITY: SURFACE MOTION
 BH1831
 BH1831  HISTORY     - Date     Condition        Report By
 BH1831  HISTORY     - 1978     MONUMENTED       LADTD
 BH1831  HISTORY     - 1982     GOOD             LADTD
 BH1831
 BH1831                          STATION DESCRIPTION
 BH1831
 BH1831'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1831'2.4 KM (1.5 MI) NW FROM PEARL RIVER.
 BH1831'4.51 KM (2.8 MI) NORTHWEST ALONG LA 41 FROM THE JUNCTION OF LA 41
 BH1831'AND LA - U.S. 11 SOUTH OF PEARL RIVER, AT THE JUNCTION OF LA 41 AND LA
 BH1831'41 SPUR, 24.4 METERS (80 FT) EAST OF LA 41, 26.8 METERS (88 FT) NORTH
 BH1831'OF LA 41 SPUR.
 BH1831'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1831'THE MARK IS 0.30 M BELOW LA 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1832 ***********************************************************************
 BH1832  DESIGNATION -  52 V 092 LADTD
 BH1832  PID         -  BH1832
 BH1832  STATE/COUNTY-  LA/ST TAMMANY
 BH1832  USGS QUAD   -  HICKORY (1994)
 BH1832
 BH1832                         *CURRENT SURVEY CONTROL
 BH1832  ___________________________________________________________________
 BH1832* NAD 83(1986)-  30 24 17.     (N)    089 45 58.     (W)     SCALED    
 BH1832* NAVD 88     -        11.417  (meters)      37.46   (feet)  ADJUSTED  
 BH1832  ___________________________________________________________________
 BH1832  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BH1832  DYNAMIC HT  -          11.402 (meters)      37.41  (feet)  COMP
 BH1832  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BH1832
 BH1832  VERT ORDER  -  SECOND    CLASS II
 BH1832
 BH1832.The horizontal coordinates were scaled from a topographic map and have
 BH1832.an estimated accuracy of +/- 6 seconds.
 BH1832
 BH1832.The orthometric height was determined by differential leveling
 BH1832.and adjusted by the National Geodetic Survey in February 1994..
 BH1832
 BH1832.The geoid height was determined by GEOID03.
 BH1832
 BH1832.The dynamic height is computed by dividing the NAVD 88
 BH1832.geopotential number by the normal gravity value computed on the
 BH1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1832.degrees latitude (g = 980.6199 gals.).
 BH1832
 BH1832.The modeled gravity was interpolated from observed gravity values.
 BH1832
 BH1832;                    North         East    Units  Estimated Accuracy
 BH1832;SPC LA S     -   212,160.    1,150,590.      MT  (+/- 180 meters Scaled)
 BH1832
 BH1832                          SUPERSEDED SURVEY CONTROL
 BH1832
 BH1832.No superseded survey control is available for this station.
 BH1832
 BH1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU342668(NAD 83)
 BH1832_MARKER: DB = BENCH MARK DISK
 BH1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1832_SP_SET: CONCRETE POST
 BH1832_STAMPING: 52V092 1978
 BH1832_MARK LOGO: LADTD 
 BH1832_PROJECTION: FLUSH
 BH1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1832+STABILITY: SURFACE MOTION
 BH1832
 BH1832  HISTORY     - Date     Condition        Report By
 BH1832  HISTORY     - 1978     MONUMENTED       LADTD
 BH1832  HISTORY     - 1982     GOOD             LADTD
 BH1832
 BH1832                          STATION DESCRIPTION
 BH1832
 BH1832'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1832'3.7 KM (2.3 MI) NW FROM PEARL RIVER.
 BH1832'1.45 KM (0.9 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND LA
 BH1832'41 SPUR NORTH OF PEARL RIVER, AT THE JUNCTION LA 41 AND  AUNT MASSEY
 BH1832'ROAD, 46.6 METERS (153 FT) EAST OF LA 41, 5.2 METERS (17 FT) NORTH OF
 BH1832'AUNT MASSEY ROAD, 47.9 METERS (157 FT) NORTHWEST OF NORTHWEST CORNER
 BH1832'OF BAPTIST CHURCH.
 BH1832'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BH1832'THE MARK IS ABOVE LEVEL WITH AUNT MASSEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1834 ***********************************************************************
 BH1834  DESIGNATION -  52 V 093 LADTD
 BH1834  PID         -  BH1834
 BH1834  STATE/COUNTY-  LA/ST TAMMANY
 BH1834  USGS QUAD   -  HICKORY (1994)
 BH1834
 BH1834                         *CURRENT SURVEY CONTROL
 BH1834  ___________________________________________________________________
 BH1834* NAD 83(1986)-  30 24 42.     (N)    089 46 40.     (W)     SCALED    
 BH1834* NAVD 88     -        12.273  (meters)      40.27   (feet)  ADJUSTED  
 BH1834  ___________________________________________________________________
 BH1834  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BH1834  DYNAMIC HT  -          12.257 (meters)      40.21  (feet)  COMP
 BH1834  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BH1834
 BH1834  VERT ORDER  -  SECOND    CLASS II
 BH1834
 BH1834.The horizontal coordinates were scaled from a topographic map and have
 BH1834.an estimated accuracy of +/- 6 seconds.
 BH1834
 BH1834.The orthometric height was determined by differential leveling
 BH1834.and adjusted by the National Geodetic Survey in February 1994..
 BH1834
 BH1834.The geoid height was determined by GEOID03.
 BH1834
 BH1834.The dynamic height is computed by dividing the NAVD 88
 BH1834.geopotential number by the normal gravity value computed on the
 BH1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1834.degrees latitude (g = 980.6199 gals.).
 BH1834
 BH1834.The modeled gravity was interpolated from observed gravity values.
 BH1834
 BH1834;                    North         East    Units  Estimated Accuracy
 BH1834;SPC LA S     -   212,910.    1,149,460.      MT  (+/- 180 meters Scaled)
 BH1834
 BH1834                          SUPERSEDED SURVEY CONTROL
 BH1834
 BH1834.No superseded survey control is available for this station.
 BH1834
 BH1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU331676(NAD 83)
 BH1834_MARKER: DB = BENCH MARK DISK
 BH1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1834_SP_SET: CONCRETE POST
 BH1834_STAMPING: 52V093 1978
 BH1834_MARK LOGO: LADTD 
 BH1834_PROJECTION: FLUSH
 BH1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1834+STABILITY: SURFACE MOTION
 BH1834
 BH1834  HISTORY     - Date     Condition        Report By
 BH1834  HISTORY     - 1978     MONUMENTED       LADTD
 BH1834  HISTORY     - 1982     GOOD             LADTD
 BH1834
 BH1834                          STATION DESCRIPTION
 BH1834
 BH1834'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1834'5 KM (3.1 MI) NW FROM PEARL RIVER.
 BH1834'2.90 KM (1.8 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND LA
 BH1834'41 SPUR NORTH OF PEARL RIVER TO THE JUNCTION OF LA 41 AND CRAWFORD
 BH1834'ROAD, 29.9 METERS (98 FT) EAST OF LA 41, 14.0 METERS (46 FT) NORTH OF
 BH1834'J CRAWFORD ROAD.
 BH1834'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1834'THE MARK IS 0.30 M BELOW LA 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1837 ***********************************************************************
 BH1837  DESIGNATION -  52 V 094
 BH1837  PID         -  BH1837
 BH1837  STATE/COUNTY-  LA/ST TAMMANY
 BH1837  USGS QUAD   -  HICKORY (1994)
 BH1837
 BH1837                         *CURRENT SURVEY CONTROL
 BH1837  ___________________________________________________________________
 BH1837* NAD 83(1986)-  30 25 09.     (N)    089 47 14.     (W)     SCALED    
 BH1837* NAVD 88     -        12.812  (meters)      42.03   (feet)  ADJUSTED  
 BH1837  ___________________________________________________________________
 BH1837  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BH1837  DYNAMIC HT  -          12.795 (meters)      41.98  (feet)  COMP
 BH1837  MODELED GRAV-     979,350.1   (mgal)                       NAVD 88
 BH1837
 BH1837  VERT ORDER  -  SECOND    CLASS II
 BH1837
 BH1837.The horizontal coordinates were scaled from a topographic map and have
 BH1837.an estimated accuracy of +/- 6 seconds.
 BH1837
 BH1837.The orthometric height was determined by differential leveling
 BH1837.and adjusted by the National Geodetic Survey in February 1994..
 BH1837
 BH1837.The geoid height was determined by GEOID03.
 BH1837
 BH1837.The dynamic height is computed by dividing the NAVD 88
 BH1837.geopotential number by the normal gravity value computed on the
 BH1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1837.degrees latitude (g = 980.6199 gals.).
 BH1837
 BH1837.The modeled gravity was interpolated from observed gravity values.
 BH1837
 BH1837;                    North         East    Units  Estimated Accuracy
 BH1837;SPC LA S     -   213,730.    1,148,540.      MT  (+/- 180 meters Scaled)
 BH1837
 BH1837                          SUPERSEDED SURVEY CONTROL
 BH1837
 BH1837.No superseded survey control is available for this station.
 BH1837
 BH1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU322685(NAD 83)
 BH1837_MARKER: DB = BENCH MARK DISK
 BH1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1837_SP_SET: CONCRETE POST
 BH1837_STAMPING: 52V094 1978
 BH1837_MARK LOGO: LADH  
 BH1837_PROJECTION: FLUSH
 BH1837_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1837+STABILITY: SURFACE MOTION
 BH1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1837+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 BH1837
 BH1837  HISTORY     - Date     Condition        Report By
 BH1837  HISTORY     - 1978     MONUMENTED       LADTD
 BH1837  HISTORY     - 1982     GOOD             LADTD
 BH1837  HISTORY     - 19900410 GOOD             LADTD
 BH1837
 BH1837                          STATION DESCRIPTION
 BH1837
 BH1837'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1837'6.4 KM (4 MI) NW FROM PEARL RIVER.
 BH1837'4.35 KM (2.7 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND LA
 BH1837'41 SPUR NORTH OF PEARL RIVER, ALSO 0.48 KM (0.3 MI) NORTH ALONG
 BH1837'LA 41 FROM THE JUNCTION OF LA 41 AND LA 36 AT HICKORY, 39.3 METERS
 BH1837'(131 FT) WEST OF LA 41, 4.9 METERS (16 FT) SOUTH OF M CRAWFORD ROAD.
 BH1837'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BH1837'THE MARK IS 0.30 M ABOVE M. CRAWFORD ROAD.
 BH1837
 BH1837                          STATION RECOVERY (1990)
 BH1837
 BH1837'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1837'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) SOUTH-SOUTHEAST OF
 BH1837'TALISHEEK, 4.3 KM (2.65 MI) NORTHWEST OF PEARL RIVER AND 0.5 KM (0.30
 BH1837'MI) NORTH OF HICKORY.  OWNERSHIP--ST TAMMANY PARISH. TO REACH THE
 BH1837'STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 36 IN HICKORY, GO
 BH1837'NORTH FOR 0.5 KM (0.30 MI) ON HIGHWAY 41 TO THE MARK SET ON THE LEFT
 BH1837'AT THE JUNCTION WITH MONROE CRAWFORD ROAD. THE STATION IS 39.8 M
 BH1837'(130.6 FT) WEST FROM THE CENTER OF HIGHWAY 41, 8.7 M (28.5 FT)
 BH1837'NORTHWEST FROM A POWEWR POLE WITH A TRANSFORMER ATTACHED, 4.9 M (16.1
 BH1837'FT) SOUTH FROM THE CENTER OF THE PARISH ROAD AND 0.3 M (1.0 FT) EAST
 BH1837'FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH
 BH1837'THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWA3 M
 BH1837'SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 BH1837'PROJECTING 2.5 CM (1 IN) ABOVE THE GROUND SURFACE AND ABOUT LEVEL WITH
 BH1837'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1838 ***********************************************************************
 BH1838  DESIGNATION -  52 V 095
 BH1838  PID         -  BH1838
 BH1838  STATE/COUNTY-  LA/ST TAMMANY
 BH1838  USGS QUAD   -  HICKORY (1994)
 BH1838
 BH1838                         *CURRENT SURVEY CONTROL
 BH1838  ___________________________________________________________________
 BH1838* NAD 83(1986)-  30 25 51.     (N)    089 47 12.     (W)     SCALED    
 BH1838* NAVD 88     -        13.693  (meters)      44.92   (feet)  ADJUSTED  
 BH1838  ___________________________________________________________________
 BH1838  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BH1838  DYNAMIC HT  -          13.675 (meters)      44.87  (feet)  COMP
 BH1838  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BH1838
 BH1838  VERT ORDER  -  SECOND    CLASS II
 BH1838
 BH1838.The horizontal coordinates were scaled from a topographic map and have
 BH1838.an estimated accuracy of +/- 6 seconds.
 BH1838
 BH1838.The orthometric height was determined by differential leveling
 BH1838.and adjusted by the National Geodetic Survey in February 1994..
 BH1838
 BH1838.The geoid height was determined by GEOID03.
 BH1838
 BH1838.The dynamic height is computed by dividing the NAVD 88
 BH1838.geopotential number by the normal gravity value computed on the
 BH1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1838.degrees latitude (g = 980.6199 gals.).
 BH1838
 BH1838.The modeled gravity was interpolated from observed gravity values.
 BH1838
 BH1838;                    North         East    Units  Estimated Accuracy
 BH1838;SPC LA S     -   215,030.    1,148,570.      MT  (+/- 180 meters Scaled)
 BH1838
 BH1838                          SUPERSEDED SURVEY CONTROL
 BH1838
 BH1838.No superseded survey control is available for this station.
 BH1838
 BH1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU323698(NAD 83)
 BH1838_MARKER: DB = BENCH MARK DISK
 BH1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1838_SP_SET: CONCRETE POST
 BH1838_STAMPING: 52V095 1978
 BH1838_MARK LOGO: LADH  
 BH1838_PROJECTION: FLUSH
 BH1838_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1838+STABILITY: SURFACE MOTION
 BH1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1838+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 BH1838
 BH1838  HISTORY     - Date     Condition        Report By
 BH1838  HISTORY     - 1978     MONUMENTED       LADTD
 BH1838  HISTORY     - 1982     GOOD             LADTD
 BH1838  HISTORY     - 19900410 GOOD             LADTD
 BH1838  HISTORY     - 20060429 GOOD             NGS
 BH1838
 BH1838                          STATION DESCRIPTION
 BH1838
 BH1838'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1838'7.2 KM (4.5 MI) NW FROM PEARL RIVER.
 BH1838'5.63 KM (3.5 MI) NORTH ALONG LA 41 FROM THE JUNCTION LA 41 AND LA
 BH1838'41 SPUR NORTH OF PEARL RIVER, ALSO 1.77 KM (1.1 MI) NORTH ALONG LA
 BH1838'41 FROM JUNCTION OF LA 41 AND LA 36 AT HICKORY, 50.3 METERS (165 FT)
 BH1838'WEST OF LA 41, 5.2 METERS (17 FT) SOUTH OF OLEY CRAWFORD ROAD.
 BH1838'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BH1838'THE MARK IS 0.30 M ABOVE OLEY CRAWFORD ROAD.
 BH1838
 BH1838                          STATION RECOVERY (1990)
 BH1838
 BH1838'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1838'THE STATION IS LOCATED ABOUT 15.6 KM (9.70 MI) SOUTHEAST FROM
 BH1838'TALISHEEK AND 1.8 KM (1.10 MI) NORTH OF HICKORY. OWNERSHIP--UNKNOWN.
 BH1838'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 36 IN
 BH1838'HICKORY GO NORTH FOR 1.8 KM (1.10 MI) ON HIGHWAY 41 TO THE MARK SET ON
 BH1838'THE LEFT, AT THE JUNCTION WITH OLEY CRAWFORD ROAD. THE STATION IS 50.3
 BH1838'M (165.0 FT) WEST FROM THE CENTER OF HIGHWAY 41, 12.5 M (41.0 FT) EAST
 BH1838'FROM A POWER POLE, 9.0 M (29.5 FT) WEST-NORTHWEST FROM A 61 CM (24 IN)
 BH1838'LIVE OAK TREE AND 5.2 M (17.1 FT) SOUTH FROM THE CENTER OF THE PARISH
 BH1838'ROAD.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT)
 BH1838'BELOW THE LEVEL OF THE HIGHWAY.
 BH1838
 BH1838                          STATION RECOVERY (2006)
 BH1838
 BH1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1838'RECOVERED IN GOOD CONDITION.  ADD--1 FOOT SOUTHEAST OF A CARSONITE
 BH1838'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1839 ***********************************************************************
 BH1839  DESIGNATION -  52 V 096
 BH1839  PID         -  BH1839
 BH1839  STATE/COUNTY-  LA/ST TAMMANY
 BH1839  USGS QUAD   -  HICKORY (1994)
 BH1839
 BH1839                         *CURRENT SURVEY CONTROL
 BH1839  ___________________________________________________________________
 BH1839* NAD 83(1986)-  30 26 33.     (N)    089 47 39.     (W)     SCALED    
 BH1839* NAVD 88     -        13.954  (meters)      45.78   (feet)  ADJUSTED  
 BH1839  ___________________________________________________________________
 BH1839  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BH1839  DYNAMIC HT  -          13.936 (meters)      45.72  (feet)  COMP
 BH1839  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 BH1839
 BH1839  VERT ORDER  -  SECOND    CLASS II
 BH1839
 BH1839.The horizontal coordinates were scaled from a topographic map and have
 BH1839.an estimated accuracy of +/- 6 seconds.
 BH1839
 BH1839.The orthometric height was determined by differential leveling
 BH1839.and adjusted by the National Geodetic Survey in February 1994..
 BH1839
 BH1839.The geoid height was determined by GEOID03.
 BH1839
 BH1839.The dynamic height is computed by dividing the NAVD 88
 BH1839.geopotential number by the normal gravity value computed on the
 BH1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1839.degrees latitude (g = 980.6199 gals.).
 BH1839
 BH1839.The modeled gravity was interpolated from observed gravity values.
 BH1839
 BH1839;                    North         East    Units  Estimated Accuracy
 BH1839;SPC LA S     -   216,310.    1,147,830.      MT  (+/- 180 meters Scaled)
 BH1839
 BH1839                          SUPERSEDED SURVEY CONTROL
 BH1839
 BH1839.No superseded survey control is available for this station.
 BH1839
 BH1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU316711(NAD 83)
 BH1839_MARKER: DB = BENCH MARK DISK
 BH1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1839_SP_SET: CONCRETE POST
 BH1839_STAMPING: 52V096 1978
 BH1839_MARK LOGO: LADTD 
 BH1839_PROJECTION: FLUSH
 BH1839_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1839+STABILITY: SURFACE MOTION
 BH1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1839+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 BH1839
 BH1839  HISTORY     - Date     Condition        Report By
 BH1839  HISTORY     - 1978     MONUMENTED       LADTD
 BH1839  HISTORY     - 1982     GOOD             LADTD
 BH1839  HISTORY     - 19900410 GOOD             LADTD
 BH1839  HISTORY     - 20060427 GOOD             NGS
 BH1839
 BH1839                          STATION DESCRIPTION
 BH1839
 BH1839'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1839'8.9 KM (5.5 MI) NW FROM PEARL RIVER.
 BH1839'7.24 KM (4.5 MI) NORTH ALONG LA 41 FROM THE JUNCTION LA 41 AND LA
 BH1839'41 SPUR NORTH OF PEARL RIVER, ALSO 3.40 KM (2.1 MI) NORTH ALONG LA 41
 BH1839'FROM JUNCTION OF LA 41 AND LA 36 AT HICKORY, 17.4 METERS (57 FT) WEST
 BH1839'OF LA 41, 15.2 METERS (50 FT) NORTH OF PRIVATE DRIVE, 12.2 METERS
 BH1839'(40 FT) SOUTH OF PRIVATE DRIVE, 15.5 METERS (51 FT) SOUTHEAST OF
 BH1839'NORTHEAST CORNER OF NORGAS BUTANE BULK PLANT FENCE, 14.3 METERS
 BH1839'(47 FT) NORTHEAST OF SOUTHEAST CORNER OF FENCE.
 BH1839'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BH1839'THE MARK IS 0.30 M BELOW LA 41.
 BH1839
 BH1839                          STATION RECOVERY (1990)
 BH1839
 BH1839'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1839'THE STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) SOUTHEAST OF TALISHEEK
 BH1839'AND 3.4 KM (2.10 MI) NORTH-NORTHWEST OF HICKORY. OWNERSHIP--LOUISIANA
 BH1839'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BH1839'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 36 IN HICKORY, GO NORTH FOR
 BH1839'3.4 KM (2.10 MI) ON HIGHWAY 41 TO THE MARK ON THE LEFT, SET IN FRONT
 BH1839'OF 2 PROPANE TANKS BELONGING TO HERRING GAS COMPANY, 17.4 M (57.1 FT)
 BH1839'WEST FROM THE CENTER OF THE HIGHWAY, 15.5 M (50.9 FT) SOUTHEAST FROM
 BH1839'THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND THE TANKS, 15.2 M
 BH1839'(49.9 FT) NORTH FROM A PRIVATE DRIVE, 14.3 M (46.9 FT) NORTHEAST FROM
 BH1839'THE SOUTHEAST CORNER OF THE FENCE, 12.2 M (40.0 FT) SOUTH FROM THE
 BH1839'CENTER OF A PRIVATE DRIVE, 6.9 M (22.6 FT) SOUTH-SOUTHEAST FROM A
 BH1839'POWER POLE WITH A TRANSFORMER AND SECURITY LIGHT ATTACHED, 2.3 M (7.5
 BH1839'FT) NORTH FROM A 51 CM (20 IN) PINE TREE AND 0.3 M (1.0 FT) EAST FROM
 BH1839'A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 BH1839'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BH1839
 BH1839                          STATION RECOVERY (2006)
 BH1839
 BH1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1839'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1840 ***********************************************************************
 BH1840  DESIGNATION -  52 V 097
 BH1840  PID         -  BH1840
 BH1840  STATE/COUNTY-  LA/ST TAMMANY
 BH1840  USGS QUAD   -  HICKORY (1994)
 BH1840
 BH1840                         *CURRENT SURVEY CONTROL
 BH1840  ___________________________________________________________________
 BH1840* NAD 83(1986)-  30 27 09.     (N)    089 48 08.     (W)     SCALED    
 BH1840* NAVD 88     -        15.147  (meters)      49.69   (feet)  ADJUSTED  
 BH1840  ___________________________________________________________________
 BH1840  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BH1840  DYNAMIC HT  -          15.128 (meters)      49.63  (feet)  COMP
 BH1840  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 BH1840
 BH1840  VERT ORDER  -  SECOND    CLASS II
 BH1840
 BH1840.The horizontal coordinates were scaled from a topographic map and have
 BH1840.an estimated accuracy of +/- 6 seconds.
 BH1840
 BH1840.The orthometric height was determined by differential leveling
 BH1840.and adjusted by the National Geodetic Survey in February 1994..
 BH1840
 BH1840.The geoid height was determined by GEOID03.
 BH1840
 BH1840.The dynamic height is computed by dividing the NAVD 88
 BH1840.geopotential number by the normal gravity value computed on the
 BH1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1840.degrees latitude (g = 980.6199 gals.).
 BH1840
 BH1840.The modeled gravity was interpolated from observed gravity values.
 BH1840
 BH1840;                    North         East    Units  Estimated Accuracy
 BH1840;SPC LA S     -   217,410.    1,147,050.      MT  (+/- 180 meters Scaled)
 BH1840
 BH1840                          SUPERSEDED SURVEY CONTROL
 BH1840
 BH1840.No superseded survey control is available for this station.
 BH1840
 BH1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU309722(NAD 83)
 BH1840_MARKER: DB = BENCH MARK DISK
 BH1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1840_SP_SET: CONCRETE POST
 BH1840_STAMPING: 52V097 1978
 BH1840_MARK LOGO: LADTD 
 BH1840_PROJECTION: FLUSH
 BH1840_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1840+STABILITY: SURFACE MOTION
 BH1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1840+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 BH1840
 BH1840  HISTORY     - Date     Condition        Report By
 BH1840  HISTORY     - 1978     MONUMENTED       LADTD
 BH1840  HISTORY     - 1982     GOOD             LADTD
 BH1840  HISTORY     - 19900410 GOOD             LADTD
 BH1840  HISTORY     - 20060427 GOOD             NGS
 BH1840
 BH1840                          STATION DESCRIPTION
 BH1840
 BH1840'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1840'10.1 KM (6.3 MI) NW FROM PEARL RIVER.
 BH1840'8.69 KM (5.4 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND
 BH1840'LA 41 SPUR NORTH OF PEARL RIVER, ALSO 4.84 KM (3 MI) NORTH ALONG LA
 BH1840'41 FROM JUNCTION OF LA 41 AND LA 36 AT HICKORY, 31.4 METERS
 BH1840'(103 FT) WEST OF LA 41, 32.9 METERS (108 FT) SOUTHEAST OF SOUTHWEST
 BH1840'CORNER OF CHARTER OAK BAPTIST CHURCH, 26.7 METERS (87.5 FT)
 BH1840'SOUTHEAST OF SOUTHEAST CORNER OF CHURCH.
 BH1840'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1840'THE MARK IS 0.61 M BELOW LA 41.
 BH1840
 BH1840                          STATION RECOVERY (1990)
 BH1840
 BH1840'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1840'THE STATION IS LOCATED ABOUT 12.6 KM (7.80 MI) SOUTHEAST OF TALISHEEK
 BH1840'AND 4.8 KM (3.00 MI) NORTH-NORTHWEST OF HICKORY.  OWNERSHIP--CHARTER
 BH1840'OAK MISSIONARY BATIST CHURCH. TO REACH THE STATION FROM THE JUNCTION
 BH1840'OF STATE HIGHWAYS 41 AND 36 IN HICKORY, GO NORTH FOR 4.8 KM (3.00 MI)
 BH1840'ON HIGHWAY 41 TO THE MARK ON THE LEFT, SET AT THE CHARTER OAK
 BH1840'MISSIONARY BATIST CHURCH. THE STATION IS 32.9 M (107.9 FT) SOUTHEAST
 BH1840'FROM THE SOUTHWEST CORNER OF THE CHURCH, 31.4 M (103.0 FT) WEST FROM
 BH1840'THE CENTER OF THE HIGHWAY, 26.2 M (86.0 FT) SOUTH-SOUTHEAST FROM THE
 BH1840'SOUTHEAST CORNER OF THE CHURCH, 15.2 M (49.9 FT) SOUTHWEST FROM A 1.5
 BH1840'M (4.9 FT) LIVE OAK TREE, 0.5 M (1.6 FT) NORTH FROM A CHAIN FENCE AND
 BH1840'0.3 M (1.0 FT) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BH1840'THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW THE
 BH1840'LEVEL OF THE HIGHWAY.
 BH1840
 BH1840                          STATION RECOVERY (2006)
 BH1840
 BH1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1840'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1841 ***********************************************************************
 BH1841  DESIGNATION -  52 V 098
 BH1841  PID         -  BH1841
 BH1841  STATE/COUNTY-  LA/ST TAMMANY
 BH1841  USGS QUAD   -  HICKORY (1994)
 BH1841
 BH1841                         *CURRENT SURVEY CONTROL
 BH1841  ___________________________________________________________________
 BH1841* NAD 83(1986)-  30 27 57.     (N)    089 48 42.     (W)     SCALED    
 BH1841* NAVD 88     -        14.691  (meters)      48.20   (feet)  ADJUSTED  
 BH1841  ___________________________________________________________________
 BH1841  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BH1841  DYNAMIC HT  -          14.672 (meters)      48.14  (feet)  COMP
 BH1841  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 BH1841
 BH1841  VERT ORDER  -  SECOND    CLASS II
 BH1841
 BH1841.The horizontal coordinates were scaled from a topographic map and have
 BH1841.an estimated accuracy of +/- 6 seconds.
 BH1841
 BH1841.The orthometric height was determined by differential leveling
 BH1841.and adjusted by the National Geodetic Survey in February 1994..
 BH1841
 BH1841.The geoid height was determined by GEOID03.
 BH1841
 BH1841.The dynamic height is computed by dividing the NAVD 88
 BH1841.geopotential number by the normal gravity value computed on the
 BH1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1841.degrees latitude (g = 980.6199 gals.).
 BH1841
 BH1841.The modeled gravity was interpolated from observed gravity values.
 BH1841
 BH1841;                    North         East    Units  Estimated Accuracy
 BH1841;SPC LA S     -   218,870.    1,146,120.      MT  (+/- 180 meters Scaled)
 BH1841
 BH1841                          SUPERSEDED SURVEY CONTROL
 BH1841
 BH1841.No superseded survey control is available for this station.
 BH1841
 BH1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU300737(NAD 83)
 BH1841_MARKER: DB = BENCH MARK DISK
 BH1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1841_SP_SET: CONCRETE POST
 BH1841_STAMPING: 52V098 1978
 BH1841_MARK LOGO: LADTD 
 BH1841_PROJECTION: FLUSH
 BH1841_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1841+STABILITY: SURFACE MOTION
 BH1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1841+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 BH1841
 BH1841  HISTORY     - Date     Condition        Report By
 BH1841  HISTORY     - 1978     MONUMENTED       LADTD
 BH1841  HISTORY     - 1982     GOOD             LADTD
 BH1841  HISTORY     - 19900410 GOOD             LADTD
 BH1841
 BH1841                          STATION DESCRIPTION
 BH1841
 BH1841'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1841'11.9 KM (7.4 MI) NW FROM PEARL RIVER.
 BH1841'10.46 KM (6.5 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND
 BH1841'LA 41 SPUR NORTH OF PEARL RIVER, ALSO 6.57 KM (4.1 MI) NORTH ALONG LA
 BH1841'41 FROM THE JUNCTION OF LA 41 AND LA 36 AT HICKORY, 23.5 METERS
 BH1841'(77 FT) EAST OF LA 41, 7.9 METERS (26 FT) SOUTH OF PRIVATE DRIVE,
 BH1841'2.7 METERS (9 FT) EAST OF SOUTHWEST CORNER OF CHAIN LINK FENCE.
 BH1841'MARK IS INSIDE YARD FENCE.
 BH1841'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1841'THE MARK IS 0.30 M BELOW LA 41.
 BH1841
 BH1841                          STATION RECOVERY (1990)
 BH1841
 BH1841'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1841'THE STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) SOUTHEAST OF TALISHEEK
 BH1841'AND 6.6 KM (4.10 MI) NORTHWEST OF HICKORY.  OWNERSHIP--UNKNOWN. TO
 BH1841'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 36 IN
 BH1841'HICKORY, GO NORTH FOR 6.6 KM (4.10 MI) ON HIGHWAY 41 TO THE MARK ON
 BH1841'THE RIGHT, SET INSIDE A YARD FENCE. THE STATION IS 23.5 M (77.1 FT)
 BH1841'EAST FROM THE CENTER OF THE HIGHWAY, 7.9 M (25.9 FT) SOUTH FROM THE
 BH1841'CENTER OF A PRIVATE DRIVE, 2.7 M (8.9 FT) EAST FROM THE SOUTHWEST
 BH1841'CORNER OF THE CHAIN LINK FENCE AND 0.3 M (1.0 FT) NORTH FROM A METAL
 BH1841'WITNESS POST WITH SIGN ATTACHED. THE MARK IS FLUSH WITH THE GROUND AND
 BH1841'ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1843 ***********************************************************************
 BH1843  DESIGNATION -  52 V 099
 BH1843  PID         -  BH1843
 BH1843  STATE/COUNTY-  LA/ST TAMMANY
 BH1843  USGS QUAD   -  HICKORY (1994)
 BH1843
 BH1843                         *CURRENT SURVEY CONTROL
 BH1843  ___________________________________________________________________
 BH1843* NAD 83(1986)-  30 29 42.     (N)    089 48 54.     (W)     SCALED    
 BH1843* NAVD 88     -        15.863  (meters)      52.04   (feet)  ADJUSTED  
 BH1843  ___________________________________________________________________
 BH1843  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BH1843  DYNAMIC HT  -          15.842 (meters)      51.98  (feet)  COMP
 BH1843  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 BH1843
 BH1843  VERT ORDER  -  SECOND    CLASS II
 BH1843
 BH1843.The horizontal coordinates were scaled from a topographic map and have
 BH1843.an estimated accuracy of +/- 6 seconds.
 BH1843
 BH1843.The orthometric height was determined by differential leveling
 BH1843.and adjusted by the National Geodetic Survey in February 1994..
 BH1843
 BH1843.The geoid height was determined by GEOID03.
 BH1843
 BH1843.The dynamic height is computed by dividing the NAVD 88
 BH1843.geopotential number by the normal gravity value computed on the
 BH1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1843.degrees latitude (g = 980.6199 gals.).
 BH1843
 BH1843.The modeled gravity was interpolated from observed gravity values.
 BH1843
 BH1843;                    North         East    Units  Estimated Accuracy
 BH1843;SPC LA S     -   222,100.    1,145,760.      MT  (+/- 180 meters Scaled)
 BH1843
 BH1843                          SUPERSEDED SURVEY CONTROL
 BH1843
 BH1843.No superseded survey control is available for this station.
 BH1843
 BH1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU298770(NAD 83)
 BH1843_MARKER: DB = BENCH MARK DISK
 BH1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1843_SP_SET: CONCRETE POST
 BH1843_STAMPING: 52V099 1978
 BH1843_MARK LOGO: LADTD 
 BH1843_PROJECTION: FLUSH
 BH1843_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1843+STABILITY: SURFACE MOTION
 BH1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1843+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 BH1843
 BH1843  HISTORY     - Date     Condition        Report By
 BH1843  HISTORY     - 1978     MONUMENTED       LADTD
 BH1843  HISTORY     - 1982     GOOD             LADTD
 BH1843  HISTORY     - 19900410 GOOD             LADTD
 BH1843
 BH1843                          STATION DESCRIPTION
 BH1843
 BH1843'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1843'15 KM (9.3 MI) NW FROM PEARL RIVER.
 BH1843'14 KM (8.7 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND
 BH1843'LA 41 SPUR NORTH OF PEARL RIVER, ALSO 10.14 KM (6.3 MI) NORTH ALONG
 BH1843'LA 41 FROM JUNCTION OF LA 41 AND LA 36 AT HICKORY, 97.5 METERS
 BH1843'(320 FT) WEST OF LA 41, 6.1 METERS (20 FT) SOUTH OF EDGAR KENNEDY
 BH1843'ROAD, 32.6 METERS (107 FT) NORTHWEST OF NORTHWEST CORNER OF
 BH1843'EVANS CREEK BAPTIST CHURCH.
 BH1843'THE MARK IS ABOVE LEVEL WITH EDGAR KENNEDY ROAD.
 BH1843
 BH1843                          STATION RECOVERY (1990)
 BH1843
 BH1843'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1843'THE STATION IS LOCATED ABOUT 10.1 KM (6.25 MI) NORTHWEST OF HICKORY
 BH1843'AND 7.2 KM (4.45 MI) SOUTHEAST OF TALISHEEK.  OWNERSHIP--ST TAMMANY
 BH1843'PARISH. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41
 BH1843'AND 435, EAST OF TALISHEEK, GO SOUTH FOR 7.2 KM (4.45 MI) ON HIGHWAY
 BH1843'41 TO THE MARK ON THE RIGHT, SET AT THE JUNCTION WITH EDGAR KENNEDY
 BH1843'ROAD AND THE EVANS CREEK BAPTIST CHURCH. THE STATION IS 97.5 M (319.9
 BH1843'FT) WEST FROM THE CENTER OF THE HIGHWAY, 32.6 M (107.0 FT) NORTHWEST
 BH1843'FROM THE NORTHWEST CORNER OF THE CHURCH, 6.1 M (20.0 FT) SOUTH FROM
 BH1843'THE CENTER OF THE PARISH ROAD, 4.6 M (15.1 FT) EAST FROM THE NORTHEAST
 BH1843'CORNER OF A CHAIN LINK FENCE SURROUNDING A HOUSE, 3.7 M (12.1 FT)
 BH1843'EAST-NORTHEAST FROM A 51 CM (20 IN) WATER OAK TREE AND 0.6 M (2.0 FT)
 BH1843'NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH
 BH1843'WITH THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 BH1843'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1844 ***********************************************************************
 BH1844  DESIGNATION -  52 V 100
 BH1844  PID         -  BH1844
 BH1844  STATE/COUNTY-  LA/ST TAMMANY
 BH1844  USGS QUAD   -  INDUSTRIAL (1997)
 BH1844
 BH1844                         *CURRENT SURVEY CONTROL
 BH1844  ___________________________________________________________________
 BH1844* NAD 83(1986)-  30 30 25.     (N)    089 49 02.     (W)     SCALED    
 BH1844* NAVD 88     -        17.845  (meters)      58.55   (feet)  ADJUSTED  
 BH1844  ___________________________________________________________________
 BH1844  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BH1844  DYNAMIC HT  -          17.822 (meters)      58.47  (feet)  COMP
 BH1844  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BH1844
 BH1844  VERT ORDER  -  SECOND    CLASS II
 BH1844
 BH1844.The horizontal coordinates were scaled from a topographic map and have
 BH1844.an estimated accuracy of +/- 6 seconds.
 BH1844
 BH1844.The orthometric height was determined by differential leveling
 BH1844.and adjusted by the National Geodetic Survey in February 1994..
 BH1844
 BH1844.The geoid height was determined by GEOID03.
 BH1844
 BH1844.The dynamic height is computed by dividing the NAVD 88
 BH1844.geopotential number by the normal gravity value computed on the
 BH1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1844.degrees latitude (g = 980.6199 gals.).
 BH1844
 BH1844.The modeled gravity was interpolated from observed gravity values.
 BH1844
 BH1844;                    North         East    Units  Estimated Accuracy
 BH1844;SPC LA S     -   223,420.    1,145,530.      MT  (+/- 180 meters Scaled)
 BH1844
 BH1844                          SUPERSEDED SURVEY CONTROL
 BH1844
 BH1844.No superseded survey control is available for this station.
 BH1844
 BH1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU296783(NAD 83)
 BH1844_MARKER: DB = BENCH MARK DISK
 BH1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1844_SP_SET: CONCRETE POST
 BH1844_STAMPING: 52V100 1978
 BH1844_MARK LOGO: LADTD 
 BH1844_PROJECTION: FLUSH
 BH1844_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1844+STABILITY: SURFACE MOTION
 BH1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1844+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 BH1844
 BH1844  HISTORY     - Date     Condition        Report By
 BH1844  HISTORY     - 1978     MONUMENTED       LADTD
 BH1844  HISTORY     - 1982     GOOD             LADTD
 BH1844  HISTORY     - 19900410 GOOD             LADTD
 BH1844
 BH1844                          STATION DESCRIPTION
 BH1844
 BH1844'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1844'12.9 KM (8.7 MI) SE FROM BUSH.
 BH1844'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 16.1 KM (10.3 MI)
 BH1844'SOUTHEAST ALONG LA 41 TO MARKER, ALSO 5.8 KM (3.6 MI) SOUTHEAST OF
 BH1844'JUNCTION OF LA 41 AND 435 EAST OF TALISHEEK, 28.7 METERS (94 FT)
 BH1844'EAST OF LA 41, 4.3 METERS (14 FT) NORTH OF BECKY LAKE ROAD.
 BH1844'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1844'THE MARK IS ABOVE LEVEL WITH BECKY LAKE ROAD.
 BH1844
 BH1844                          STATION RECOVERY (1990)
 BH1844
 BH1844'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1844'THE STATION IS LOCATED ABOUT 11.5 KM (7.15 MI) NORTH OF HICKORY AND
 BH1844'5.8 KM (3.60 MI) EAST-SOUTHEAST OF TALISHEEK.  OWNERSHIP--UNKNOWN. TO
 BH1844'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 435, EAST
 BH1844'OF TALISHEEK, GO SOUTH FOR 5.8 KM (3.60 MI) ON HIGHWAY 41 TO THE MARK
 BH1844'SET ON THE LEFT, AT THE JUNCTION WITH BECKY LAKE ROAD. THE STATION IS
 BH1844'28.7 M (94.2 FT) EAST FROM THE CENTER OF THE HIGHWAY, 4.3 M (14.1 FT)
 BH1844'NORTH FROM THE CENTER OF THE PARISH ROAD AND 0.3 M (1.0 FT) WEST FROM
 BH1844'A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH
 BH1844'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1845 ***********************************************************************
 BH1845  DESIGNATION -  52 V 101
 BH1845  PID         -  BH1845
 BH1845  STATE/COUNTY-  LA/ST TAMMANY
 BH1845  USGS QUAD   -  INDUSTRIAL (1997)
 BH1845
 BH1845                         *CURRENT SURVEY CONTROL
 BH1845  ___________________________________________________________________
 BH1845* NAD 83(1986)-  30 30 57.     (N)    089 49 59.     (W)     SCALED    
 BH1845* NAVD 88     -        17.958  (meters)      58.92   (feet)  ADJUSTED  
 BH1845  ___________________________________________________________________
 BH1845  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BH1845  DYNAMIC HT  -          17.935 (meters)      58.84  (feet)  COMP
 BH1845  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BH1845
 BH1845  VERT ORDER  -  SECOND    CLASS II
 BH1845
 BH1845.The horizontal coordinates were scaled from a topographic map and have
 BH1845.an estimated accuracy of +/- 6 seconds.
 BH1845
 BH1845.The orthometric height was determined by differential leveling
 BH1845.and adjusted by the National Geodetic Survey in February 1994..
 BH1845
 BH1845.The geoid height was determined by GEOID03.
 BH1845
 BH1845.The dynamic height is computed by dividing the NAVD 88
 BH1845.geopotential number by the normal gravity value computed on the
 BH1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1845.degrees latitude (g = 980.6199 gals.).
 BH1845
 BH1845.The modeled gravity was interpolated from observed gravity values.
 BH1845
 BH1845;                    North         East    Units  Estimated Accuracy
 BH1845;SPC LA S     -   224,390.    1,143,990.      MT  (+/- 180 meters Scaled)
 BH1845
 BH1845                          SUPERSEDED SURVEY CONTROL
 BH1845
 BH1845.No superseded survey control is available for this station.
 BH1845
 BH1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU281793(NAD 83)
 BH1845_MARKER: DB = BENCH MARK DISK
 BH1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1845_SP_SET: CONCRETE POST
 BH1845_STAMPING: 52V101 1978
 BH1845_MARK LOGO: LADTD 
 BH1845_PROJECTION: FLUSH
 BH1845_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1845+STABILITY: SURFACE MOTION
 BH1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1845+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 BH1845
 BH1845  HISTORY     - Date     Condition        Report By
 BH1845  HISTORY     - 1978     MONUMENTED       LADTD
 BH1845  HISTORY     - 1982     GOOD             LADTD
 BH1845  HISTORY     - 19900410 GOOD             LADTD
 BH1845
 BH1845                          STATION DESCRIPTION
 BH1845
 BH1845'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1845'12.4 KM (7.7 MI) SE FROM BUSH.
 BH1845'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, G0 14.8 KM (9.2 MI)
 BH1845'SOUTHEAST ALONG LA 41 TO MARKER, ALSO 4 KM (2.5 MI) SOUTHEAST OF
 BH1845'JUNCTION OF LA 41 AND LA 435 EAST OF TALISHEEK, 38.7 METERS
 BH1845'(127 FT) WEST OF LA 41, 4.9 METERS (16 FT) SOUTH OF A PARISH ROAD.
 BH1845'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BH1845'THE MARK IS 0.61 M ABOVE PARISH ROAD.
 BH1845
 BH1845                          STATION RECOVERY (1990)
 BH1845
 BH1845'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1845'THE STATION IS LOCATED ABOUT 13.4 KM (8.30 MI) NORTHWEST OF HICKORY
 BH1845'AND 4.0 KM (2.50 MI) EAST-SOUTHEAST OF TALISHEEK. OWNERSHIP--UNKNOWN.
 BH1845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 435,
 BH1845'EAST OF TALISHEEK, GO SOUTH FOR 4.0 KM (2.50 MI) ON HIGHWAY 41 TO THE
 BH1845'MARK SET ON THE RIGHT, AT THE JUNCTION WITH A WOODS ROAD. THE STATION
 BH1845'IS 38.7 M (127.0 FT) WEST FROM THE CENTER OF THE HIGHWAY, 22.6 M (74.1
 BH1845'FT) WEST-NORTHWEST FROM A TELEPHONE JUNCTION BOX NUMBER 10, 6.1 M
 BH1845'(20.0 FT) WEST FROM A 61 CM (24 IN) LIVE OAK TREE, 4.9 M (16.1 FT)
 BH1845'SOUTH FROM THE CENTER OF THE WOODS ROAD, 0.9 M (3.0 FT) NORTH FROM A
 BH1845'FENCE AND 0.3 M (1.0 FT) EAST FROM A METAL WITNESS POST WITH SIGN
 BH1845'ATTACHED.  THE MARK IS RECESSED 5 CM (2 IN) BELOW THE GROUND SURFACE
 BH1845'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1846 ***********************************************************************
 BH1846  DESIGNATION -  52 V 102
 BH1846  PID         -  BH1846
 BH1846  STATE/COUNTY-  LA/ST TAMMANY
 BH1846  USGS QUAD   -  INDUSTRIAL (1997)
 BH1846
 BH1846                         *CURRENT SURVEY CONTROL
 BH1846  ___________________________________________________________________
 BH1846* NAD 83(1986)-  30 31 23.     (N)    089 51 10.     (W)     SCALED    
 BH1846* NAVD 88     -        18.516  (meters)      60.75   (feet)  ADJUSTED  
 BH1846  ___________________________________________________________________
 BH1846  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BH1846  DYNAMIC HT  -          18.492 (meters)      60.67  (feet)  COMP
 BH1846  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BH1846
 BH1846  VERT ORDER  -  SECOND    CLASS II
 BH1846
 BH1846.The horizontal coordinates were scaled from a topographic map and have
 BH1846.an estimated accuracy of +/- 6 seconds.
 BH1846
 BH1846.The orthometric height was determined by differential leveling
 BH1846.and adjusted by the National Geodetic Survey in February 1994..
 BH1846
 BH1846.The geoid height was determined by GEOID03.
 BH1846
 BH1846.The dynamic height is computed by dividing the NAVD 88
 BH1846.geopotential number by the normal gravity value computed on the
 BH1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1846.degrees latitude (g = 980.6199 gals.).
 BH1846
 BH1846.The modeled gravity was interpolated from observed gravity values.
 BH1846
 BH1846;                    North         East    Units  Estimated Accuracy
 BH1846;SPC LA S     -   225,170.    1,142,090.      MT  (+/- 180 meters Scaled)
 BH1846
 BH1846                          SUPERSEDED SURVEY CONTROL
 BH1846
 BH1846.No superseded survey control is available for this station.
 BH1846
 BH1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU262802(NAD 83)
 BH1846_MARKER: DB = BENCH MARK DISK
 BH1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1846_SP_SET: CONCRETE POST
 BH1846_STAMPING: 52V102 1978
 BH1846_MARK LOGO: LADTD 
 BH1846_PROJECTION: FLUSH
 BH1846_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1846+STABILITY: SURFACE MOTION
 BH1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1846+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 BH1846
 BH1846  HISTORY     - Date     Condition        Report By
 BH1846  HISTORY     - 1978     MONUMENTED       LADTD
 BH1846  HISTORY     - 1982     GOOD             LADTD
 BH1846  HISTORY     - 19900410 GOOD             LADTD
 BH1846  HISTORY     - 20060423 GOOD             NGS
 BH1846
 BH1846                          STATION DESCRIPTION
 BH1846
 BH1846'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1846'10.8 KM (6.7 MI) SE FROM BUSH.
 BH1846'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 12.7 KM (7.9 MI)
 BH1846'SOUTHEAST ALONG LA 41 TO MARKER, ALSO 1.9 KM (1.2 MI) SOUTHEAST OF
 BH1846'JUNCTION OF LA 41 AND LA 435 EAST OF TALISHEEK, 41.1 METERS (132 FT)
 BH1846'EAST OF LA 41, 7.0 METERS (23 FT) NORTH OF PARKER CEMETERY ROAD.
 BH1846'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1846'THE MARK IS ABOVE LEVEL WITH PARKER CEMETERY ROAD..
 BH1846
 BH1846                          STATION RECOVERY (1990)
 BH1846
 BH1846'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1846'THE STATION IS LOCATED ABOUT 15.4 KM (9.55 MI) NORTHWEST OF HICKORY
 BH1846'AND 1.9 KM (1.20 MI) EAST-SOUTHEAST OF TALISHEEK. OWNERSHIP--UNKNOWN.
 BH1846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 435,
 BH1846'EAST OF TALISHEEK, GO SOUTH FOR 1.9 KM (1.20 MI) ON HIGHWAY 41 TO THE
 BH1846'MARK SET ON THE LEFT, AT THE JUNCTION WITH PARKER CEMETERY ROAD AND
 BH1846'CEMETARY, 45.4 M (148.9 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER
 BH1846'OF A CHAIN LINK FENCE AROUND THE CEMETARY, 40.3 M (132.2 FT) EAST FROM
 BH1846'THE CENTER OF THE HIGHWAY, 10.5 M (34.4 FT) EAST FROM A 30 CM (12 IN)
 BH1846'BLACK JACK OAK TREE, 7.0 M (23.0 FT) NORTH FROM THE CENTER OF THE
 BH1846'CEMETARY ROAD AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST WITH
 BH1846'SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0
 BH1846'FT) BELOW THE LEVEL OF THE HIGHWAY.
 BH1846
 BH1846                          STATION RECOVERY (2006)
 BH1846
 BH1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1846'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1847 ***********************************************************************
 BH1847  DESIGNATION -  52 V 103
 BH1847  PID         -  BH1847
 BH1847  STATE/COUNTY-  LA/ST TAMMANY
 BH1847  USGS QUAD   -  INDUSTRIAL (1997)
 BH1847
 BH1847                         *CURRENT SURVEY CONTROL
 BH1847  ___________________________________________________________________
 BH1847* NAD 83(1986)-  30 32 03.     (N)    089 52 08.     (W)     SCALED    
 BH1847* NAVD 88     -        17.559  (meters)      57.61   (feet)  ADJUSTED  
 BH1847  ___________________________________________________________________
 BH1847  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BH1847  DYNAMIC HT  -          17.536 (meters)      57.53  (feet)  COMP
 BH1847  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BH1847
 BH1847  VERT ORDER  -  SECOND    CLASS II
 BH1847
 BH1847.The horizontal coordinates were scaled from a topographic map and have
 BH1847.an estimated accuracy of +/- 6 seconds.
 BH1847
 BH1847.The orthometric height was determined by differential leveling
 BH1847.and adjusted by the National Geodetic Survey in February 1994..
 BH1847
 BH1847.The geoid height was determined by GEOID03.
 BH1847
 BH1847.The dynamic height is computed by dividing the NAVD 88
 BH1847.geopotential number by the normal gravity value computed on the
 BH1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1847.degrees latitude (g = 980.6199 gals.).
 BH1847
 BH1847.The modeled gravity was interpolated from observed gravity values.
 BH1847
 BH1847;                    North         East    Units  Estimated Accuracy
 BH1847;SPC LA S     -   226,380.    1,140,530.      MT  (+/- 180 meters Scaled)
 BH1847
 BH1847                          SUPERSEDED SURVEY CONTROL
 BH1847
 BH1847.No superseded survey control is available for this station.
 BH1847
 BH1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU247814(NAD 83)
 BH1847_MARKER: DB = BENCH MARK DISK
 BH1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1847_SP_SET: CONCRETE POST
 BH1847_STAMPING: 52V103 1978
 BH1847_MARK LOGO: LADTD 
 BH1847_PROJECTION: FLUSH
 BH1847_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1847+STABILITY: SURFACE MOTION
 BH1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1847+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 BH1847
 BH1847  HISTORY     - Date     Condition        Report By
 BH1847  HISTORY     - 1978     MONUMENTED       LADTD
 BH1847  HISTORY     - 1982     GOOD             LADTD
 BH1847  HISTORY     - 1983     GOOD             LADTD
 BH1847  HISTORY     - 19900410 GOOD             LADTD
 BH1847  HISTORY     - 20060424 MARK NOT FOUND   NGS
 BH1847
 BH1847                          STATION DESCRIPTION
 BH1847
 BH1847'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1847'9 KM (5.6 MI) SE FROM BUSH.
 BH1847'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 10.8 KM (6.7 MI)
 BH1847'SOUTHEAST ALONG LA 41 TO MARKER,  AT JUNCTION OF LA 41 AND LA
 BH1847'435 EAST OF TALISHEEK, 24.4 METERS (80 FT) WEST OF LA 41, 23.5 METERS
 BH1847'(77 FT) NORTH OF LA 435.
 BH1847'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BH1847'THE MARK IS 0.91 M BELOW LA 41.
 BH1847
 BH1847                          STATION RECOVERY (1983)
 BH1847
 BH1847'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BH1847'RECOVERED IN GOOD CONDITION.
 BH1847
 BH1847                          STATION RECOVERY (1990)
 BH1847
 BH1847'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1847'THE STATION IS LOCATED ABOUT 17.4 KM (10.80 MI) NORTHWEST OF HICKORY,
 BH1847'10.8 KM (6.70 MI) SOUTH-SOUTHEAST OF BUSH AND 0.8 KM (0.50 MI) EAST OF
 BH1847'TALISHEEK, AT THE JUNCTION OF STATE HIGHWAYS 41 AND 435.
 BH1847'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. THE
 BH1847'STATION IS 24.4 M (80.1 FT) WEST FROM THE CENTER OF HIGHWAY 41, 23.5 M
 BH1847'(77.1 FT) NORTH FROM THE CENTER OF HIGHWAY 435 AND 0.5 M (1.6 FT) WEST
 BH1847'FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH
 BH1847'THE GROUND AND ABOUT 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BH1847
 BH1847                          STATION RECOVERY (2006)
 BH1847
 BH1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1847'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1849 ***********************************************************************
 BH1849  DESIGNATION -  52 V 104 LADTD
 BH1849  PID         -  BH1849
 BH1849  STATE/COUNTY-  LA/ST TAMMANY
 BH1849  USGS QUAD   -  BUSH (1983)
 BH1849
 BH1849                         *CURRENT SURVEY CONTROL
 BH1849  ___________________________________________________________________
 BH1849* NAD 83(1986)-  30 32 32.     (N)    089 52 30.     (W)     SCALED    
 BH1849* NAVD 88     -        18.090  (meters)      59.35   (feet)  ADJUSTED  
 BH1849  ___________________________________________________________________
 BH1849  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BH1849  DYNAMIC HT  -          18.067 (meters)      59.27  (feet)  COMP
 BH1849  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BH1849
 BH1849  VERT ORDER  -  SECOND    CLASS II
 BH1849
 BH1849.The horizontal coordinates were scaled from a topographic map and have
 BH1849.an estimated accuracy of +/- 6 seconds.
 BH1849
 BH1849.The orthometric height was determined by differential leveling
 BH1849.and adjusted by the National Geodetic Survey in February 1994..
 BH1849
 BH1849.The geoid height was determined by GEOID03.
 BH1849
 BH1849.The dynamic height is computed by dividing the NAVD 88
 BH1849.geopotential number by the normal gravity value computed on the
 BH1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1849.degrees latitude (g = 980.6199 gals.).
 BH1849
 BH1849.The modeled gravity was interpolated from observed gravity values.
 BH1849
 BH1849;                    North         East    Units  Estimated Accuracy
 BH1849;SPC LA S     -   227,260.    1,139,930.      MT  (+/- 180 meters Scaled)
 BH1849
 BH1849                          SUPERSEDED SURVEY CONTROL
 BH1849
 BH1849.No superseded survey control is available for this station.
 BH1849
 BH1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU241823(NAD 83)
 BH1849_MARKER: DB = BENCH MARK DISK
 BH1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1849_SP_SET: CONCRETE POST
 BH1849_STAMPING: 52V104 1978
 BH1849_MARK LOGO: LADTD 
 BH1849_PROJECTION: FLUSH
 BH1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1849+STABILITY: SURFACE MOTION
 BH1849
 BH1849  HISTORY     - Date     Condition        Report By
 BH1849  HISTORY     - 1978     MONUMENTED       LADTD
 BH1849  HISTORY     - 1982     GOOD             LADTD
 BH1849  HISTORY     - 20060424 MARK NOT FOUND   NGS
 BH1849
 BH1849                          STATION DESCRIPTION
 BH1849
 BH1849'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1849'7.9 KM (4.9 MI) SE FROM BUSH.
 BH1849'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 9.7 KM (6 MI)
 BH1849'SOUTHEAST ALONG LA 41 TO MARKER,  AT JUNCTION OF LA 41 AND LA 435
 BH1849'SPUR, 1.1 KM (0.7 MI) NORTH OF TALISHEEK, 16.5 METERS (54 FT) EAST
 BH1849'OF LA 435 SPUR, 26.8 METERS (86 FT) WEST OF LA 41,  BETWEEN AND
 BH1849'IN LINE WITH TWO RIGHT-OF-WAY MARKERS, 8.5 METERS (28  FT) EAST OF
 BH1849'WEST MARKER, 10.7 METERS (35 FT) WEST OF EAST MARKER.
 BH1849'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1849'THE MARK IS 0.91 M BELOW LA 41.
 BH1849
 BH1849                          STATION RECOVERY (2006)
 BH1849
 BH1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1849'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1850 ***********************************************************************
 BH1850  DESIGNATION -  52 V 105 LADTD
 BH1850  PID         -  BH1850
 BH1850  STATE/COUNTY-  LA/ST TAMMANY
 BH1850  USGS QUAD   -  INDUSTRIAL (1997)
 BH1850
 BH1850                         *CURRENT SURVEY CONTROL
 BH1850  ___________________________________________________________________
 BH1850* NAD 83(1986)-  30 33 33.     (N)    089 52 18.     (W)     SCALED    
 BH1850* NAVD 88     -        19.248  (meters)      63.15   (feet)  ADJUSTED  
 BH1850  ___________________________________________________________________
 BH1850  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BH1850  DYNAMIC HT  -          19.223 (meters)      63.07  (feet)  COMP
 BH1850  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BH1850
 BH1850  VERT ORDER  -  SECOND    CLASS II
 BH1850
 BH1850.The horizontal coordinates were scaled from a topographic map and have
 BH1850.an estimated accuracy of +/- 6 seconds.
 BH1850
 BH1850.The orthometric height was determined by differential leveling
 BH1850.and adjusted by the National Geodetic Survey in February 1994..
 BH1850
 BH1850.The geoid height was determined by GEOID03.
 BH1850
 BH1850.The dynamic height is computed by dividing the NAVD 88
 BH1850.geopotential number by the normal gravity value computed on the
 BH1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1850.degrees latitude (g = 980.6199 gals.).
 BH1850
 BH1850.The modeled gravity was interpolated from observed gravity values.
 BH1850
 BH1850;                    North         East    Units  Estimated Accuracy
 BH1850;SPC LA S     -   229,150.    1,140,230.      MT  (+/- 180 meters Scaled)
 BH1850
 BH1850                          SUPERSEDED SURVEY CONTROL
 BH1850
 BH1850.No superseded survey control is available for this station.
 BH1850
 BH1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU245842(NAD 83)
 BH1850_MARKER: DB = BENCH MARK DISK
 BH1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1850_SP_SET: CONCRETE POST
 BH1850_STAMPING: 52V105 1978
 BH1850_MARK LOGO: LADTD 
 BH1850_PROJECTION: FLUSH
 BH1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1850+STABILITY: SURFACE MOTION
 BH1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1850+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 BH1850
 BH1850  HISTORY     - Date     Condition        Report By
 BH1850  HISTORY     - 1978     MONUMENTED       LADTD
 BH1850  HISTORY     - 1982     GOOD             LADTD
 BH1850  HISTORY     - 20060424 GOOD             NGS
 BH1850
 BH1850                          STATION DESCRIPTION
 BH1850
 BH1850'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1850'6.3 KM (3.9 MI) SE FROM BUSH.
 BH1850'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 7.7 KM (4.8 MI)
 BH1850'SOUTHEAST ALONG LA 41 TO MARKER, 24.7 METERS (81 FT) WEST OF
 BH1850'CENTERLINE OF LA 41, 6.1 METERS (20 FT) NORTH OF CENTERLINE OF P
 BH1850'RICHARDSON ROAD.
 BH1850'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BH1850'THE MARK IS 0.61 M BELOW LA 41.
 BH1850
 BH1850                          STATION RECOVERY (2006)
 BH1850
 BH1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1850'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1851 ***********************************************************************
 BH1851  DESIGNATION -  52 V 106 LADTD
 BH1851  PID         -  BH1851
 BH1851  STATE/COUNTY-  LA/ST TAMMANY
 BH1851  USGS QUAD   -  INDUSTRIAL (1997)
 BH1851
 BH1851                         *CURRENT SURVEY CONTROL
 BH1851  ___________________________________________________________________
 BH1851* NAD 83(1986)-  30 34 15.     (N)    089 52 13.     (W)     SCALED    
 BH1851* NAVD 88     -        20.318  (meters)      66.66   (feet)  ADJUSTED  
 BH1851  ___________________________________________________________________
 BH1851  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BH1851  DYNAMIC HT  -          20.292 (meters)      66.57  (feet)  COMP
 BH1851  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BH1851
 BH1851  VERT ORDER  -  SECOND    CLASS II
 BH1851
 BH1851.The horizontal coordinates were scaled from a topographic map and have
 BH1851.an estimated accuracy of +/- 6 seconds.
 BH1851
 BH1851.The orthometric height was determined by differential leveling
 BH1851.and adjusted by the National Geodetic Survey in February 1994..
 BH1851
 BH1851.The geoid height was determined by GEOID03.
 BH1851
 BH1851.The dynamic height is computed by dividing the NAVD 88
 BH1851.geopotential number by the normal gravity value computed on the
 BH1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1851.degrees latitude (g = 980.6199 gals.).
 BH1851
 BH1851.The modeled gravity was interpolated from observed gravity values.
 BH1851
 BH1851;                    North         East    Units  Estimated Accuracy
 BH1851;SPC LA S     -   230,440.    1,140,340.      MT  (+/- 180 meters Scaled)
 BH1851
 BH1851                          SUPERSEDED SURVEY CONTROL
 BH1851
 BH1851.No superseded survey control is available for this station.
 BH1851
 BH1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU247855(NAD 83)
 BH1851_MARKER: DB = BENCH MARK DISK
 BH1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1851_SP_SET: CONCRETE POST
 BH1851_STAMPING: 52V106 1978
 BH1851_MARK LOGO: LADTD 
 BH1851_PROJECTION: FLUSH
 BH1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1851+STABILITY: SURFACE MOTION
 BH1851
 BH1851  HISTORY     - Date     Condition        Report By
 BH1851  HISTORY     - 1978     MONUMENTED       LADTD
 BH1851  HISTORY     - 1982     GOOD             LADTD
 BH1851
 BH1851                          STATION DESCRIPTION
 BH1851
 BH1851'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1851'5.1 KM (3.2 MI) SE FROM BUSH.
 BH1851'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 6.3 KM (3.9 MI)
 BH1851'SOUTHEAST ALONG LA 41 TO MARKER,  41.1 METERS (135 FT) EAST OF
 BH1851'CENTERLINE OF LA 41, 6.7 METERS (22 FT) SOUTH OF CENTERLINE OF
 BH1851'LAZY J CAMPGROUND ROAD.
 BH1851'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BH1851'THE MARK IS 0.61 M BELOW LA 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1852 ***********************************************************************
 BH1852  DESIGNATION -  52 V 107 LADTD
 BH1852  PID         -  BH1852
 BH1852  STATE/COUNTY-  LA/ST TAMMANY
 BH1852  USGS QUAD   -  INDUSTRIAL (1997)
 BH1852
 BH1852                         *CURRENT SURVEY CONTROL
 BH1852  ___________________________________________________________________
 BH1852* NAD 83(1986)-  30 35 03.     (N)    089 52 14.     (W)     SCALED    
 BH1852* NAVD 88     -        21.225  (meters)      69.64   (feet)  ADJUSTED  
 BH1852  ___________________________________________________________________
 BH1852  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BH1852  DYNAMIC HT  -          21.197 (meters)      69.54  (feet)  COMP
 BH1852  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BH1852
 BH1852  VERT ORDER  -  SECOND    CLASS II
 BH1852
 BH1852.The horizontal coordinates were scaled from a topographic map and have
 BH1852.an estimated accuracy of +/- 6 seconds.
 BH1852
 BH1852.The orthometric height was determined by differential leveling
 BH1852.and adjusted by the National Geodetic Survey in February 1994..
 BH1852
 BH1852.The geoid height was determined by GEOID03.
 BH1852
 BH1852.The dynamic height is computed by dividing the NAVD 88
 BH1852.geopotential number by the normal gravity value computed on the
 BH1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1852.degrees latitude (g = 980.6199 gals.).
 BH1852
 BH1852.The modeled gravity was interpolated from observed gravity values.
 BH1852
 BH1852;                    North         East    Units  Estimated Accuracy
 BH1852;SPC LA S     -   231,920.    1,140,300.      MT  (+/- 180 meters Scaled)
 BH1852
 BH1852                          SUPERSEDED SURVEY CONTROL
 BH1852
 BH1852.No superseded survey control is available for this station.
 BH1852
 BH1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU247870(NAD 83)
 BH1852_MARKER: DB = BENCH MARK DISK
 BH1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1852_SP_SET: CONCRETE POST
 BH1852_STAMPING: 52V107 1978
 BH1852_MARK LOGO: LADTD 
 BH1852_PROJECTION: FLUSH
 BH1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1852+STABILITY: SURFACE MOTION
 BH1852
 BH1852  HISTORY     - Date     Condition        Report By
 BH1852  HISTORY     - 1978     MONUMENTED       LADTD
 BH1852  HISTORY     - 1982     GOOD             LADTD
 BH1852
 BH1852                          STATION DESCRIPTION
 BH1852
 BH1852'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1852'4 KM (2.5 MI) SE FROM BUSH.
 BH1852'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 4.8 KM (3 MI)
 BH1852'SOUTHEAST ALONG LA 41 TO MARKER,  20.6 METERS (67.5 FT) EAST OF
 BH1852'CENTERLINE OF LA 41, 25.3 METERS (83 FT) NORTH OF CENTERLINE OF
 BH1852'PRIVATE DRIVE.
 BH1852'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BH1852'THE MARK IS 0.91 M ABOVE LA 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1853 ***********************************************************************
 BH1853  DESIGNATION -  52 V 108 LADTD
 BH1853  PID         -  BH1853
 BH1853  STATE/COUNTY-  LA/ST TAMMANY
 BH1853  USGS QUAD   -  INDUSTRIAL (1997)
 BH1853
 BH1853                         *CURRENT SURVEY CONTROL
 BH1853  ___________________________________________________________________
 BH1853* NAD 83(1986)-  30 36 02.     (N)    089 52 19.     (W)     SCALED    
 BH1853* NAVD 88     -        15.771  (meters)      51.74   (feet)  ADJUSTED  
 BH1853  ___________________________________________________________________
 BH1853  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BH1853  DYNAMIC HT  -          15.750 (meters)      51.67  (feet)  COMP
 BH1853  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BH1853
 BH1853  VERT ORDER  -  SECOND    CLASS II
 BH1853
 BH1853.The horizontal coordinates were scaled from a topographic map and have
 BH1853.an estimated accuracy of +/- 6 seconds.
 BH1853
 BH1853.The orthometric height was determined by differential leveling
 BH1853.and adjusted by the National Geodetic Survey in February 1994..
 BH1853
 BH1853.The geoid height was determined by GEOID03.
 BH1853
 BH1853.The dynamic height is computed by dividing the NAVD 88
 BH1853.geopotential number by the normal gravity value computed on the
 BH1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1853.degrees latitude (g = 980.6199 gals.).
 BH1853
 BH1853.The modeled gravity was interpolated from observed gravity values.
 BH1853
 BH1853;                    North         East    Units  Estimated Accuracy
 BH1853;SPC LA S     -   233,730.    1,140,140.      MT  (+/- 180 meters Scaled)
 BH1853
 BH1853                          SUPERSEDED SURVEY CONTROL
 BH1853
 BH1853.No superseded survey control is available for this station.
 BH1853
 BH1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU246888(NAD 83)
 BH1853_MARKER: DB = BENCH MARK DISK
 BH1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1853_SP_SET: CONCRETE POST
 BH1853_STAMPING: 52V108 1978
 BH1853_MARK LOGO: LADTD 
 BH1853_PROJECTION: FLUSH
 BH1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1853+STABILITY: SURFACE MOTION
 BH1853
 BH1853  HISTORY     - Date     Condition        Report By
 BH1853  HISTORY     - 1978     MONUMENTED       LADTD
 BH1853  HISTORY     - 1982     GOOD             LADTD
 BH1853
 BH1853                          STATION DESCRIPTION
 BH1853
 BH1853'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1853'2.9 KM (1.8 MI) SE FROM BUSH.
 BH1853'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 3.1 KM (1.9 MI)
 BH1853'SOUTHEAST ALONG LA 41 TO MARKER,  16.2 METERS (53 FT) EAST OF
 BH1853'CENTERLINE OF LA 41, 6.4 METERS (21 FT) SOUTH OF CENTERLINE OF
 BH1853'OVERSEAS ROAD.
 BH1853'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1853'THE MARK IS 0.61 M BELOW LA 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1854 ***********************************************************************
 BH1854  DESIGNATION -  52 V 109 LADTD
 BH1854  PID         -  BH1854
 BH1854  STATE/COUNTY-  LA/ST TAMMANY
 BH1854  USGS QUAD   -  BUSH (1983)
 BH1854
 BH1854                         *CURRENT SURVEY CONTROL
 BH1854  ___________________________________________________________________
 BH1854* NAD 83(1986)-  30 36 31.     (N)    089 52 50.     (W)     SCALED    
 BH1854* NAVD 88     -        25.641  (meters)      84.12   (feet)  ADJUSTED  
 BH1854  ___________________________________________________________________
 BH1854  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BH1854  DYNAMIC HT  -          25.607 (meters)      84.01  (feet)  COMP
 BH1854  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BH1854
 BH1854  VERT ORDER  -  SECOND    CLASS II
 BH1854
 BH1854.The horizontal coordinates were scaled from a topographic map and have
 BH1854.an estimated accuracy of +/- 6 seconds.
 BH1854
 BH1854.The orthometric height was determined by differential leveling
 BH1854.and adjusted by the National Geodetic Survey in February 1994..
 BH1854
 BH1854.The geoid height was determined by GEOID03.
 BH1854
 BH1854.The dynamic height is computed by dividing the NAVD 88
 BH1854.geopotential number by the normal gravity value computed on the
 BH1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1854.degrees latitude (g = 980.6199 gals.).
 BH1854
 BH1854.The modeled gravity was interpolated from observed gravity values.
 BH1854
 BH1854;                    North         East    Units  Estimated Accuracy
 BH1854;SPC LA S     -   234,620.    1,139,300.      MT  (+/- 180 meters Scaled)
 BH1854
 BH1854                          SUPERSEDED SURVEY CONTROL
 BH1854
 BH1854.No superseded survey control is available for this station.
 BH1854
 BH1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU238897(NAD 83)
 BH1854_MARKER: DB = BENCH MARK DISK
 BH1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1854_SP_SET: CONCRETE POST
 BH1854_STAMPING: 52V109 1978
 BH1854_MARK LOGO: LADTD 
 BH1854_PROJECTION: FLUSH
 BH1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1854+STABILITY: SURFACE MOTION
 BH1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1854+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 BH1854
 BH1854  HISTORY     - Date     Condition        Report By
 BH1854  HISTORY     - 1978     MONUMENTED       LADTD
 BH1854  HISTORY     - 1982     GOOD             LADTD
 BH1854  HISTORY     - 20060429 GOOD             NGS
 BH1854
 BH1854                          STATION DESCRIPTION
 BH1854
 BH1854'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1854'1.6 KM (1.0 MI) EAST FROM BUSH.
 BH1854'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH,  GO 1.6 KM (1 MI) EAST
 BH1854'ALONG LA 41 TO MARKER, 32 METERS (105 FT) EAST OF CENTERLINE OF LA
 BH1854'41, 4.9 METERS (16 FT) SOUTH OF CENTERLINE OF GRANTHAM ROAD.
 BH1854'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1854'THE MARK IS 0.91 M BELOW LA 41.
 BH1854
 BH1854                          STATION RECOVERY (2006)
 BH1854
 BH1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1854'RECOVERED IN GOOD CONDITION. ADD--1.0 FOOT EAST OF A CARSONITE WITNESS
 BH1854'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1855 ***********************************************************************
 BH1855  DESIGNATION -  52 V 110 LADTD
 BH1855  PID         -  BH1855
 BH1855  STATE/COUNTY-  LA/ST TAMMANY
 BH1855  USGS QUAD   -  BUSH (1983)
 BH1855
 BH1855                         *CURRENT SURVEY CONTROL
 BH1855  ___________________________________________________________________
 BH1855* NAD 83(1986)-  30 36 35.     (N)    089 54 06.     (W)     SCALED    
 BH1855* NAVD 88     -        26.320  (meters)      86.35   (feet)  ADJUSTED  
 BH1855  ___________________________________________________________________
 BH1855  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BH1855  DYNAMIC HT  -          26.286 (meters)      86.24  (feet)  COMP
 BH1855  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BH1855
 BH1855  VERT ORDER  -  SECOND    CLASS II
 BH1855
 BH1855.The horizontal coordinates were scaled from a topographic map and have
 BH1855.an estimated accuracy of +/- 6 seconds.
 BH1855
 BH1855.The orthometric height was determined by differential leveling
 BH1855.and adjusted by the National Geodetic Survey in February 1994..
 BH1855
 BH1855.The geoid height was determined by GEOID03.
 BH1855
 BH1855.The dynamic height is computed by dividing the NAVD 88
 BH1855.geopotential number by the normal gravity value computed on the
 BH1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1855.degrees latitude (g = 980.6199 gals.).
 BH1855
 BH1855.The modeled gravity was interpolated from observed gravity values.
 BH1855
 BH1855;                    North         East    Units  Estimated Accuracy
 BH1855;SPC LA S     -   234,710.    1,137,280.      MT  (+/- 180 meters Scaled)
 BH1855
 BH1855                          SUPERSEDED SURVEY CONTROL
 BH1855
 BH1855.No superseded survey control is available for this station.
 BH1855
 BH1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU218899(NAD 83)
 BH1855_MARKER: DB = BENCH MARK DISK
 BH1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1855_SP_SET: CONCRETE POST
 BH1855_STAMPING: 52V110 1978
 BH1855_MARK LOGO: LADTD 
 BH1855_PROJECTION: FLUSH
 BH1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1855+STABILITY: SURFACE MOTION
 BH1855
 BH1855  HISTORY     - Date     Condition        Report By
 BH1855  HISTORY     - 1978     MONUMENTED       LADTD
 BH1855  HISTORY     - 1982     GOOD             LADTD
 BH1855  HISTORY     - 20060429 MARK NOT FOUND   NGS
 BH1855
 BH1855                          STATION DESCRIPTION
 BH1855
 BH1855'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1855'0.3 KM (0.2 MI) WEST FROM BUSH.
 BH1855'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 0.3 KM (0.2 MI)
 BH1855'WEST ON LA 40 TO MARKER, 25.0 METERS (82 FT) NORTH OF LA 40, 18.3
 BH1855'METERS (60 FT) EAST OF PRIVATE DRIVE, 5.5 METERS (18 FT) WEST OF WEST
 BH1855'RAIL OF RAILROAD TRACKS, 20.9 METERS (68.5 FT) NORTH NORTHWEST OF THE
 BH1855'NORTH SIGNAL LIGHT OF RAILROAD TRACK ON LA 40.
 BH1855'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BH1855'THE MARK IS 0.30 M BELOW LA 40.
 BH1855
 BH1855                          STATION RECOVERY (2006)
 BH1855
 BH1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1855'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3301 ***********************************************************************
 BJ3301  DESIGNATION -  52 V 111 LADH
 BJ3301  PID         -  BJ3301
 BJ3301  STATE/COUNTY-  LA/ST TAMMANY
 BJ3301  USGS QUAD   -  MARTINVILLE (1983)
 BJ3301
 BJ3301                         *CURRENT SURVEY CONTROL
 BJ3301  ___________________________________________________________________
 BJ3301* NAD 83(1986)-  30 35 17.     (N)    090 13 10.     (W)     SCALED    
 BJ3301* NAVD 88     -        28.240  (meters)      92.65   (feet)  ADJUSTED  
 BJ3301  ___________________________________________________________________
 BJ3301  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3301  DYNAMIC HT  -          28.204 (meters)      92.53  (feet)  COMP
 BJ3301  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3301
 BJ3301  VERT ORDER  -  SECOND    CLASS I
 BJ3301
 BJ3301.The horizontal coordinates were scaled from a topographic map and have
 BJ3301.an estimated accuracy of +/- 6 seconds.
 BJ3301
 BJ3301.The orthometric height was determined by differential leveling
 BJ3301.and adjusted by the National Geodetic Survey in February 1994..
 BJ3301
 BJ3301.The geoid height was determined by GEOID03.
 BJ3301
 BJ3301.The dynamic height is computed by dividing the NAVD 88
 BJ3301.geopotential number by the normal gravity value computed on the
 BJ3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3301.degrees latitude (g = 980.6199 gals.).
 BJ3301
 BJ3301.The modeled gravity was interpolated from observed gravity values.
 BJ3301
 BJ3301;                    North         East    Units  Estimated Accuracy
 BJ3301;SPC LA S     -   231,970.    1,106,830.      MT  (+/- 180 meters Scaled)
 BJ3301
 BJ3301                          SUPERSEDED SURVEY CONTROL
 BJ3301
 BJ3301.No superseded survey control is available for this station.
 BJ3301
 BJ3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP666872(NAD 83)
 BJ3301_MARKER: DB = BENCH MARK DISK
 BJ3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3301_SP_SET: CONCRETE POST
 BJ3301_STAMPING: 52V111 1982
 BJ3301_MARK LOGO: LADH  
 BJ3301_PROJECTION: FLUSH
 BJ3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3301+STABILITY: SURFACE MOTION
 BJ3301
 BJ3301  HISTORY     - Date     Condition        Report By
 BJ3301  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3301
 BJ3301                          STATION DESCRIPTION
 BJ3301
 BJ3301'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3301'3.4 KM (5.5 MI) SW FROM FOLSOM.
 BJ3301'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO 4 KM (2.5 MI)
 BJ3301'WEST ALONG HIGHWAY 40 TO THE INTERSECTION OF LA 40 AND WILLIE ROAD,
 BJ3301'THEN SOUTH ALONG WILLIE ROAD FOR 2.9 KM (1.8 MI) TO THE STATION ON THE
 BJ3301'LEFT 25.9 METERS (85 FT) NORTH-NORTHEAST CENTERLINE OF LA 1077,
 BJ3301'17.7 METERS (58 FT) EAST-SOUTHEAST CENTERLINE OF WILLIE ROAD,
 BJ3301'3.2 METERS (10.5 FT) SOUTH-SOUTHEAST OF A POWER POLE, 8.5 METERS
 BJ3301'(28 FT) NORTH-NORTHWEST OF A GUY POLE, 0.9 METER (3 FT) SOUTHWEST OF A
 BJ3301'FENCE.
 BJ3301'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BJ3301'THE MARK IS 0.30 M BELOW WILLIE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3300 ***********************************************************************
 BJ3300  DESIGNATION -  52 V 112 LADH
 BJ3300  PID         -  BJ3300
 BJ3300  STATE/COUNTY-  LA/ST TAMMANY
 BJ3300  USGS QUAD   -  MARTINVILLE (1983)
 BJ3300
 BJ3300                         *CURRENT SURVEY CONTROL
 BJ3300  ___________________________________________________________________
 BJ3300* NAD 83(1986)-  30 36 00.     (N)    090 13 00.     (W)     SCALED    
 BJ3300* NAVD 88     -        32.637  (meters)     107.08   (feet)  ADJUSTED  
 BJ3300  ___________________________________________________________________
 BJ3300  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3300  DYNAMIC HT  -          32.594 (meters)     106.94  (feet)  COMP
 BJ3300  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ3300
 BJ3300  VERT ORDER  -  SECOND    CLASS I
 BJ3300
 BJ3300.The horizontal coordinates were scaled from a topographic map and have
 BJ3300.an estimated accuracy of +/- 6 seconds.
 BJ3300
 BJ3300.The orthometric height was determined by differential leveling
 BJ3300.and adjusted by the National Geodetic Survey in February 1994..
 BJ3300
 BJ3300.The geoid height was determined by GEOID03.
 BJ3300
 BJ3300.The dynamic height is computed by dividing the NAVD 88
 BJ3300.geopotential number by the normal gravity value computed on the
 BJ3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3300.degrees latitude (g = 980.6199 gals.).
 BJ3300
 BJ3300.The modeled gravity was interpolated from observed gravity values.
 BJ3300
 BJ3300;                    North         East    Units  Estimated Accuracy
 BJ3300;SPC LA S     -   233,300.    1,107,090.      MT  (+/- 180 meters Scaled)
 BJ3300
 BJ3300                          SUPERSEDED SURVEY CONTROL
 BJ3300
 BJ3300.No superseded survey control is available for this station.
 BJ3300
 BJ3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP668885(NAD 83)
 BJ3300_MARKER: DB = BENCH MARK DISK
 BJ3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3300_SP_SET: CONCRETE POST
 BJ3300_STAMPING: 52V112 1982
 BJ3300_MARK LOGO: LADH  
 BJ3300_PROJECTION: FLUSH
 BJ3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3300+STABILITY: SURFACE MOTION
 BJ3300
 BJ3300  HISTORY     - Date     Condition        Report By
 BJ3300  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3300
 BJ3300                          STATION DESCRIPTION
 BJ3300
 BJ3300'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3300'4.3 KM (2.7 MI) SW FROM FOLSOM.
 BJ3300'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO 4 KM (2.5 MI)
 BJ3300'WEST ALONG HIGHWAY 40 TO THE INTERSECTION OF LA 40 AND WILLIE ROAD,
 BJ3300'THEN SOUTH ALONG WILLIE ROAD FOR 1.6 KM (1 MI) TO THE STATION ON THE
 BJ3300'LEFT, 13.7 METERS (45 FT) EAST OF CENTERLINE OF WILLIE ROAD, 7.9
 BJ3300'METERS (26 FT) SOUTH OF A GRAVEL DRIVE, 5.5 METERS (18 FT) SOUTH OF
 BJ3300'THE CORNER OF A BOARD FENCE, 12.2 METERS (40 FT) NORTH-NORTHEAST OF A
 BJ3300'POWER POLE, 0.6 METER (2 FT) WEST OF A BOARD FENCE.
 BJ3300'THE MARK IS 0.40 METERS  W FROM A WITNESS POST.
 BJ3300'THE MARK IS 0.61 M BELOW WILLIE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3299 ***********************************************************************
 BJ3299  DESIGNATION -  52 V 113 LADH
 BJ3299  PID         -  BJ3299
 BJ3299  STATE/COUNTY-  LA/ST TAMMANY
 BJ3299  USGS QUAD   -  MARTINVILLE (1983)
 BJ3299
 BJ3299                         *CURRENT SURVEY CONTROL
 BJ3299  ___________________________________________________________________
 BJ3299* NAD 83(1986)-  30 36 49.     (N)    090 13 08.     (W)     SCALED    
 BJ3299* NAVD 88     -        31.829  (meters)     104.43   (feet)  ADJUSTED  
 BJ3299  ___________________________________________________________________
 BJ3299  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3299  DYNAMIC HT  -          31.788 (meters)     104.29  (feet)  COMP
 BJ3299  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ3299
 BJ3299  VERT ORDER  -  SECOND    CLASS I
 BJ3299
 BJ3299.The horizontal coordinates were scaled from a topographic map and have
 BJ3299.an estimated accuracy of +/- 6 seconds.
 BJ3299
 BJ3299.The orthometric height was determined by differential leveling
 BJ3299.and adjusted by the National Geodetic Survey in February 1994..
 BJ3299
 BJ3299.The geoid height was determined by GEOID03.
 BJ3299
 BJ3299.The dynamic height is computed by dividing the NAVD 88
 BJ3299.geopotential number by the normal gravity value computed on the
 BJ3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3299.degrees latitude (g = 980.6199 gals.).
 BJ3299
 BJ3299.The modeled gravity was interpolated from observed gravity values.
 BJ3299
 BJ3299;                    North         East    Units  Estimated Accuracy
 BJ3299;SPC LA S     -   234,810.    1,106,860.      MT  (+/- 180 meters Scaled)
 BJ3299
 BJ3299                          SUPERSEDED SURVEY CONTROL
 BJ3299
 BJ3299.No superseded survey control is available for this station.
 BJ3299
 BJ3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP666900(NAD 83)
 BJ3299_MARKER: DB = BENCH MARK DISK
 BJ3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3299_SP_SET: CONCRETE POST
 BJ3299_STAMPING: 52V113 1982
 BJ3299_MARK LOGO: LADH  
 BJ3299_PROJECTION: FLUSH
 BJ3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3299+STABILITY: SURFACE MOTION
 BJ3299
 BJ3299  HISTORY     - Date     Condition        Report By
 BJ3299  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3299
 BJ3299                          STATION DESCRIPTION
 BJ3299
 BJ3299'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3299'4 KM (2.5 MI) WSW FROM FOLSOM.
 BJ3299'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO 4 KM (2.5 MI)
 BJ3299'WEST ALONG HIGHWAY 40 TO THE STATION ON THE LEFT AT THE INTERSECTION
 BJ3299'OF LA 40 AND WILLIE ROAD, 12.8 METERS (42 FT) SOUTH OF THE CENTERLINE
 BJ3299'OF LA 40, 13.4 METERS (44 FT) EAST OF THE CENTERLINE OF WILLIE ROAD,
 BJ3299'3 METERS (10 FT) EAST OF A POWER POLE, 1.5 METERS (5 FT) NORTHEAST OF
 BJ3299'BARBED WIRE FENCE CORNER, 0.6 METER (2 FT) NORTH OF BARBED WIRE FENCE.
 BJ3299'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3299'THE MARK IS 0.30 M BELOW LA 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3709 ***********************************************************************
 BJ3709  DESIGNATION -  52 V 114
 BJ3709  PID         -  BJ3709
 BJ3709  STATE/COUNTY-  LA/ST TAMMANY
 BJ3709  USGS QUAD   -  MANDEVILLE (1979)
 BJ3709
 BJ3709                         *CURRENT SURVEY CONTROL
 BJ3709  ___________________________________________________________________
 BJ3709* NAD 83(1986)-  30 20 23.     (N)    090 00 24.     (W)     SCALED    
 BJ3709* NAVD 88     -         5.463  (meters)      17.92   (feet)  ADJUSTED  
 BJ3709  ___________________________________________________________________
 BJ3709  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ3709  DYNAMIC HT  -           5.455 (meters)      17.90  (feet)  COMP
 BJ3709  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ3709
 BJ3709  VERT ORDER  -  FIRST     CLASS II
 BJ3709
 BJ3709.The horizontal coordinates were scaled from a topographic map and have
 BJ3709.an estimated accuracy of +/- 6 seconds.
 BJ3709
 BJ3709.The orthometric height was determined by differential leveling
 BJ3709.and adjusted by the National Geodetic Survey in February 1994..
 BJ3709
 BJ3709.The geoid height was determined by GEOID03.
 BJ3709
 BJ3709.The dynamic height is computed by dividing the NAVD 88
 BJ3709.geopotential number by the normal gravity value computed on the
 BJ3709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3709.degrees latitude (g = 980.6199 gals.).
 BJ3709
 BJ3709.The modeled gravity was interpolated from observed gravity values.
 BJ3709
 BJ3709;                    North         East    Units  Estimated Accuracy
 BJ3709;SPC LA S     -   204,660.    1,127,560.      MT  (+/- 180 meters Scaled)
 BJ3709
 BJ3709                          SUPERSEDED SURVEY CONTROL
 BJ3709
 BJ3709.No superseded survey control is available for this station.
 BJ3709
 BJ3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP877602(NAD 83)
 BJ3709_MARKER: DD = SURVEY DISK
 BJ3709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3709_SP_SET: CONCRETE POST
 BJ3709_STAMPING: 52 V 114 1983
 BJ3709_MARK LOGO: LADH  
 BJ3709_PROJECTION: FLUSH
 BJ3709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3709+STABILITY: SURFACE MOTION
 BJ3709
 BJ3709  HISTORY     - Date     Condition        Report By
 BJ3709  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3709  HISTORY     - 1986     GOOD             NGS
 BJ3709
 BJ3709                          STATION DESCRIPTION
 BJ3709
 BJ3709'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3709'6.1 KM (3.8 MI) ESE FROM MANDEVILLE.
 BJ3709'FROM THE JUNCTION OF LA 59, LA 1087 AND US 190 AT MANDEVILLE, GO EAST
 BJ3709'ALONG US 190 FOR 6 KM (3.7 MI) TO MARKER ON THE LEFT NEAR A LANDFILL
 BJ3709'ROAD.  29 METERS (95 FT) NORTH-NORTHEAST OF THE CENTER OF US 190,
 BJ3709'11.6 METERS (38 FT) EAST OF THE CENTER OF LANDFILL ROAD, 19.2 METERS
 BJ3709'(63 FT) NORTH-NORTHEAST OF THE EAST END OF A 24-INCH CONCRETE
 BJ3709'CULVERT, 16.8 METERS (55 FT) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL,
 BJ3709'4 METERS (13.2 FT) WEST-NORTHWEST OF A 12-INCH PINE TREE, 0.5 METERS
 BJ3709'(1.5 FT) SOUTH-SOUTHWEST OF CORNER POST OF CHAIN LINK FENCE.
 BJ3709'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3709'THE MARK IS 0.15 M ABOVE US 190.
 BJ3709
 BJ3709                          STATION RECOVERY (1986)
 BJ3709
 BJ3709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3709'5.8 KM (3.6 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3709'STATE HIGHWAY 59 IN MANDEVILLE TO THE MARK ON THE LEFT.  IT IS 28.9
 BJ3709'METERS (95.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 BJ3709'190, 16.7 METERS (55.0 FT) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL,
 BJ3709'11.5 METERS (38.0 FT) EAST OF THE CENTER OF THE LANDFILL ROAD AND 0.45
 BJ3709'METERS (1.5 FT) SOUTH-SOUTHWEST OF THE END OF A CHAIN LINK FENCE.
 BJ3709'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 BJ3709'THE MARK IS 0.15 M ABOVE HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1881 ***********************************************************************
 BH1881  DESIGNATION -  52 V 115
 BH1881  PID         -  BH1881
 BH1881  STATE/COUNTY-  LA/ST TAMMANY
 BH1881  USGS QUAD   -  LACOMBE (1994)
 BH1881
 BH1881                         *CURRENT SURVEY CONTROL
 BH1881  ___________________________________________________________________
 BH1881* NAD 83(1986)-  30 20 02.     (N)    089 59 33.     (W)     SCALED    
 BH1881* NAVD 88     -         5.189  (meters)      17.02   (feet)  ADJUSTED  
 BH1881  ___________________________________________________________________
 BH1881  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BH1881  DYNAMIC HT  -           5.182 (meters)      17.00  (feet)  COMP
 BH1881  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BH1881
 BH1881  VERT ORDER  -  FIRST     CLASS II
 BH1881
 BH1881.The horizontal coordinates were scaled from a topographic map and have
 BH1881.an estimated accuracy of +/- 6 seconds.
 BH1881
 BH1881.The orthometric height was determined by differential leveling
 BH1881.and adjusted by the National Geodetic Survey in February 1994..
 BH1881
 BH1881.The geoid height was determined by GEOID03.
 BH1881
 BH1881.The dynamic height is computed by dividing the NAVD 88
 BH1881.geopotential number by the normal gravity value computed on the
 BH1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1881.degrees latitude (g = 980.6199 gals.).
 BH1881
 BH1881.The modeled gravity was interpolated from observed gravity values.
 BH1881
 BH1881;                    North         East    Units  Estimated Accuracy
 BH1881;SPC LA S     -   204,030.    1,128,930.      MT  (+/- 180 meters Scaled)
 BH1881
 BH1881                          SUPERSEDED SURVEY CONTROL
 BH1881
 BH1881.No superseded survey control is available for this station.
 BH1881
 BH1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU122595(NAD 83)
 BH1881_MARKER: DD = SURVEY DISK
 BH1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1881_SP_SET: CONCRETE POST
 BH1881_STAMPING: 52 V 115 LADTD
 BH1881_MARK LOGO: LADH  
 BH1881_PROJECTION: FLUSH
 BH1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1881+STABILITY: SURFACE MOTION
 BH1881
 BH1881  HISTORY     - Date     Condition        Report By
 BH1881  HISTORY     - 1983     MONUMENTED       LADTD
 BH1881  HISTORY     - 1986     GOOD             NGS
 BH1881
 BH1881                          STATION DESCRIPTION
 BH1881
 BH1881'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1881'7.6 KM (4.7 MI) ESE FROM MANDEVILLE.
 BH1881'FROM THE JUNCTION OF LA 59, LA 1087, AND US 190 AT MANDEVILLE, GO
 BH1881'EAST ALONG US 190 FOR 7.6 KM (4.7 MI) TO MARKER ON THE LEFT AT
 BH1881'RAYMOND ROAD, 12.5 METERS (41 FT) NORTH-NORTHEAST OF THE CENTER OF US
 BH1881'190, 7 METERS (23 FT) EAST OF THE CENTER OF RAYMOND ROAD, 4.6 METERS
 BH1881'(15 FT) SOUTH OF A POWER POLE, 5 METERS (16.5 FT) WEST-NORTHWEST OF A
 BH1881'POWER POLE, 4.9 METERS (16 FT) WEST-NORTHWEST OF A TELEPHONE
 BH1881'PEDESTAL, 3.4 METERS (11 FT) EAST-NORTHEAST OF THE EAST END OF A
 BH1881'CONCRETE CULVERT.
 BH1881'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BH1881'THE MARK IS 0.30 M BELOW US 190.
 BH1881
 BH1881                          STATION RECOVERY (1986)
 BH1881
 BH1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1881'6.0 KM (3.75 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE FIRST
 BH1881'NATIONAL BANK IN LACOMBE TO THE MARK ON THE RIGHT.  ALSO 7.6 KM (4.7
 BH1881'MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE HIGHWAY
 BH1881'59 IN MANDEVILLE TO THE MARK ON THE LEFT.  IT IS 12.4 METERS (41.0 FT)
 BH1881'NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 190, 7.0 METERS
 BH1881'(23.0 FT) EAST OF THE CENTER OF RAYMOND ROAD AND 4.5 METERS (15.0 FT)
 BH1881'SOUTH OF A POWER POLE.
 BH1881'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 BH1881'THE MARK IS 0.30 M ABOVE HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1880 ***********************************************************************
 BH1880  DESIGNATION -  52 V 116
 BH1880  PID         -  BH1880
 BH1880  STATE/COUNTY-  LA/ST TAMMANY
 BH1880  USGS QUAD   -  LACOMBE (1994)
 BH1880
 BH1880                         *CURRENT SURVEY CONTROL
 BH1880  ___________________________________________________________________
 BH1880* NAD 83(1986)-  30 19 43.     (N)    089 58 50.     (W)     SCALED    
 BH1880* NAVD 88     -         5.509  (meters)      18.07   (feet)  ADJUSTED  
 BH1880  ___________________________________________________________________
 BH1880  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH1880  DYNAMIC HT  -           5.502 (meters)      18.05  (feet)  COMP
 BH1880  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BH1880
 BH1880  VERT ORDER  -  FIRST     CLASS II
 BH1880
 BH1880.The horizontal coordinates were scaled from a topographic map and have
 BH1880.an estimated accuracy of +/- 6 seconds.
 BH1880
 BH1880.The orthometric height was determined by differential leveling
 BH1880.and adjusted by the National Geodetic Survey in February 1994..
 BH1880
 BH1880.The geoid height was determined by GEOID03.
 BH1880
 BH1880.The dynamic height is computed by dividing the NAVD 88
 BH1880.geopotential number by the normal gravity value computed on the
 BH1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1880.degrees latitude (g = 980.6199 gals.).
 BH1880
 BH1880.The modeled gravity was interpolated from observed gravity values.
 BH1880
 BH1880;                    North         East    Units  Estimated Accuracy
 BH1880;SPC LA S     -   203,460.    1,130,080.      MT  (+/- 180 meters Scaled)
 BH1880
 BH1880                          SUPERSEDED SURVEY CONTROL
 BH1880
 BH1880.No superseded survey control is available for this station.
 BH1880
 BH1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU134589(NAD 83)
 BH1880_MARKER: DD = SURVEY DISK
 BH1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1880_SP_SET: CONCRETE POST
 BH1880_STAMPING: 52 V 116 1983
 BH1880_MARK LOGO: LADH  
 BH1880_PROJECTION: FLUSH
 BH1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1880+STABILITY: SURFACE MOTION
 BH1880
 BH1880  HISTORY     - Date     Condition        Report By
 BH1880  HISTORY     - 1983     MONUMENTED       LADTD
 BH1880  HISTORY     - 1986     GOOD             NGS
 BH1880
 BH1880                          STATION DESCRIPTION
 BH1880
 BH1880'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1880'8.8 KM (5.5MI) ESE FROM MANDEVILLE.
 BH1880'FROM THE JUNCTION OF LA 59, LA 1087, AND US 190 AT MANDEVILLE, GO
 BH1880'EAST ALONG US 190 FOR 8.8 KM (5.5 MI) TO THE MARKER ON THE RIGHT NEAR
 BH1880'A BLACKTOP ROAD LEADING TO A BALLFIELD, 11.6 METERS (38 FT)
 BH1880'SOUTH-SOUTHWEST OF CENTER OF US 190, 6.9 METERS (22.5 FT)
 BH1880'WEST-NORTHWEST OF CENTER OF BASTISTE ROAD, 1.2 METERS (4 FT)
 BH1880'NORTH-NORTHWEST OF CORNER POST OF CHAIN LINK FENCE, 11.6 METERS (38
 BH1880'FT) WEST-NORTHWEST OF A POWER POLE AND TELEPHONE PEDESTAL, 14 METERS
 BH1880'(46 FT) NORTH-NORTHWEST OF NORTHWEST CORNER OF SCHOOL SHED, 43.3
 BH1880'METERS (142 FT) SOUTH-SOUTHEAST OF A POWER POLE AND TELEPHONE
 BH1880'PEDSTAL.
 BH1880'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BH1880'THE MARK IS 0.06 M BELOW US 190.
 BH1880
 BH1880                          STATION RECOVERY (1986)
 BH1880
 BH1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1880'4.7 KM (2.95 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE FIRST
 BH1880'NATIONAL BANK IN LACOMBE TO THE MARK ON THE LEFT.  IT IS 11.5 METERS
 BH1880'(38.0 FT) SOUTH-SOUTHWEST OF CENTERLINE OF U.S. HIGHWAY 190,
 BH1880'6.8 METERS (22.5 FT) WEST-NORTHWEST OF THE CENTER OF BASTISTE ROAD AND
 BH1880'1.2 METERS (4.0 FT) NORTH-NORTHWEST OF A CORNER OF A CHAIN LINK FENCE.
 BH1880'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 BH1880'THE MARK IS 0.06 M BELOW HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1879 ***********************************************************************
 BH1879  DESIGNATION -  52 V 117
 BH1879  PID         -  BH1879
 BH1879  STATE/COUNTY-  LA/ST TAMMANY
 BH1879  USGS QUAD   -  LACOMBE (1994)
 BH1879
 BH1879                         *CURRENT SURVEY CONTROL
 BH1879  ___________________________________________________________________
 BH1879* NAD 83(1986)-  30 19 09.     (N)    089 57 26.     (W)     SCALED    
 BH1879* NAVD 88     -         4.669  (meters)      15.32   (feet)  ADJUSTED  
 BH1879  ___________________________________________________________________
 BH1879  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH1879  DYNAMIC HT  -           4.663 (meters)      15.30  (feet)  COMP
 BH1879  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BH1879
 BH1879  VERT ORDER  -  FIRST     CLASS II
 BH1879
 BH1879.The horizontal coordinates were scaled from a topographic map and have
 BH1879.an estimated accuracy of +/- 6 seconds.
 BH1879
 BH1879.The orthometric height was determined by differential leveling
 BH1879.and adjusted by the National Geodetic Survey in February 1994..
 BH1879
 BH1879.The geoid height was determined by GEOID03.
 BH1879
 BH1879.The dynamic height is computed by dividing the NAVD 88
 BH1879.geopotential number by the normal gravity value computed on the
 BH1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1879.degrees latitude (g = 980.6199 gals.).
 BH1879
 BH1879.The modeled gravity was interpolated from observed gravity values.
 BH1879
 BH1879;                    North         East    Units  Estimated Accuracy
 BH1879;SPC LA S     -   202,440.    1,132,340.      MT  (+/- 180 meters Scaled)
 BH1879
 BH1879                          SUPERSEDED SURVEY CONTROL
 BH1879
 BH1879.No superseded survey control is available for this station.
 BH1879
 BH1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU156578(NAD 83)
 BH1879_MARKER: DD = SURVEY DISK
 BH1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1879_SP_SET: CONCRETE POST
 BH1879_STAMPING: 52 V 117 1983
 BH1879_MARK LOGO: LADH  
 BH1879_PROJECTION: FLUSH
 BH1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1879+STABILITY: SURFACE MOTION
 BH1879
 BH1879  HISTORY     - Date     Condition        Report By
 BH1879  HISTORY     - 1983     MONUMENTED       LADTD
 BH1879  HISTORY     - 1986     GOOD             NGS
 BH1879
 BH1879                          STATION DESCRIPTION
 BH1879
 BH1879'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1879'2.1 KM (1.3 MI) WNW FROM LACOMBE.
 BH1879'FROM THE JUNCTION OF LA 434 SOUTH AND US 190 0.2 KM (0.1 MI)
 BH1879'SOUTHWEST OF BAYOU LACOMBE BRIDGE, GO WEST ALONG US 190 FOR 2.1 KM
 BH1879'(1.3 MI) TO MARKER ON RIGHT NEAR THE STAR MOTEL, 12.6 METERS (41.5
 BH1879'FT) NORTH-NORTHEAST OF THE CENTER OF US 190, 20.7 METERS (68 FT)
 BH1879'WEST-NORTHWEST OF THE CENTER OF DRIVE TO STAR MOTEL, 7.5 METERS (24.5
 BH1879'FT) WEST-SOUTHWEST OF SOUTHWEST CORNER OF MOTEL BUILDING, 2.4 METERS
 BH1879'(8 FT) NORTHWEST OF A POWER POLE, 3.4 METERS (11 FT) WEST-NORTHWEST
 BH1879'OF A GAS METER, 0.6 METER (2 FT) SOUTH OF A TELEPHONE PEDESTAL.
 BH1879'THE MARK IS 0.30 METERS  WNW FROM A WITNESS POST.
 BH1879'THE MARK IS 0.61 M BELOW US 190.
 BH1879
 BH1879                          STATION RECOVERY (1986)
 BH1879
 BH1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1879'2.2 KM (1.35 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE FIRST
 BH1879'NATIONAL BANK IN LACOMBE TO THE MARK ON THE RIGHT.  IT IS 12.6 METERS
 BH1879'(41.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 190, 20.7
 BH1879'METERS (68.0 FT) WEST-NORTHWEST OF CENTER OF DRIVE TO STAR MOTEL, 7.4
 BH1879'METERS (24.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF STAR MOTEL
 BH1879'AND 2.4 METERS (8.0 FT) NORTHWEST OF A POWER POLE.
 BH1879'THE MARK IS 0.30 METERS  WNW FROM  A WITNESS POST
 BH1879'THE MARK IS 0.30 M BELOW HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1878 ***********************************************************************
 BH1878  DESIGNATION -  52 V 118
 BH1878  PID         -  BH1878
 BH1878  STATE/COUNTY-  LA/ST TAMMANY
 BH1878  USGS QUAD   -  LACOMBE (1994)
 BH1878
 BH1878                         *CURRENT SURVEY CONTROL
 BH1878  ___________________________________________________________________
 BH1878* NAD 83(1986)-  30 18 48.     (N)    089 56 36.     (W)     SCALED    
 BH1878* NAVD 88     -         4.605  (meters)      15.11   (feet)  ADJUSTED  
 BH1878  ___________________________________________________________________
 BH1878  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH1878  DYNAMIC HT  -           4.599 (meters)      15.09  (feet)  COMP
 BH1878  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BH1878
 BH1878  VERT ORDER  -  FIRST     CLASS II
 BH1878
 BH1878.The horizontal coordinates were scaled from a topographic map and have
 BH1878.an estimated accuracy of +/- 6 seconds.
 BH1878
 BH1878.The orthometric height was determined by differential leveling
 BH1878.and adjusted by the National Geodetic Survey in February 1994..
 BH1878
 BH1878.The geoid height was determined by GEOID03.
 BH1878
 BH1878.The dynamic height is computed by dividing the NAVD 88
 BH1878.geopotential number by the normal gravity value computed on the
 BH1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1878.degrees latitude (g = 980.6199 gals.).
 BH1878
 BH1878.The modeled gravity was interpolated from observed gravity values.
 BH1878
 BH1878;                    North         East    Units  Estimated Accuracy
 BH1878;SPC LA S     -   201,810.    1,133,680.      MT  (+/- 180 meters Scaled)
 BH1878
 BH1878                          SUPERSEDED SURVEY CONTROL
 BH1878
 BH1878.No superseded survey control is available for this station.
 BH1878
 BH1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU169571(NAD 83)
 BH1878_MARKER: DD = SURVEY DISK
 BH1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1878_SP_SET: CONCRETE POST
 BH1878_STAMPING: 52 V 118 1983
 BH1878_MARK LOGO: LADH  
 BH1878_PROJECTION: FLUSH
 BH1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1878+STABILITY: SURFACE MOTION
 BH1878
 BH1878  HISTORY     - Date     Condition        Report By
 BH1878  HISTORY     - 1983     MONUMENTED       LADTD
 BH1878  HISTORY     - 1986     GOOD             NGS
 BH1878
 BH1878                          STATION DESCRIPTION
 BH1878
 BH1878'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1878'0.5 KM (0.3 MI) WEST FROM LACOMBE.
 BH1878'FROM THE JUNCTION OF LA 434 SOUTH AND US 190 0.2 KM (0.1 MI)
 BH1878'SOUTHWEST OF BAYOU LACOMBE BRIDGE, GO WEST ALONG US 190 FOR 0.5 KM
 BH1878'(0.3 MI) TO THE MARKER NEAR 12TH STREET ON THE LEFT, 8.5 METERS (28
 BH1878'FT) SOUTH OF THE CENTER OF US 190, 8.5 METERS (28 FT) WEST-NORTHWEST
 BH1878'OF CENTER OF 12TH STREET, 0.9 METER (3 FT) WEST-NORTHWEST OF POWER
 BH1878'POLE AND TELEPHONE PEDESTAL, 29.6 METERS (97 FT) SOUTH-SOUTHEAST OF
 BH1878'SOUTHEAST CORNER OF GAS PUMP FOUNDATION, 34.1 METERS (112 FT)
 BH1878'WEST-SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE BUILDING, 7.3 METERS
 BH1878'(24 FT) NORTHEAST OF A 30 INCH PINE.
 BH1878'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BH1878'THE MARK IS 0.24 M BELOW US 190.
 BH1878
 BH1878                          STATION RECOVERY (1986)
 BH1878
 BH1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1878'0.6 KM (0.35 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE FIRST
 BH1878'NATIONAL BANK IN LACOMBE TO THE MARK ON THE LEFT.  IT IS 8.5 METERS
 BH1878'(28.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 8.5 METERS
 BH1878'(28.0 FT) WEST OF THE CENTER OF 12TH STREET AND 0.91 METER (3.0 FT)
 BH1878'WEST-NORTHWEST OF A POWER POLE.
 BH1878'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 BH1878'THE MARK IS ABOVE LEVEL WITH HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1877 ***********************************************************************
 BH1877  DESIGNATION -  52 V 119
 BH1877  PID         -  BH1877
 BH1877  STATE/COUNTY-  LA/ST TAMMANY
 BH1877  USGS QUAD   -  LACOMBE (1994)
 BH1877
 BH1877                         *CURRENT SURVEY CONTROL
 BH1877  ___________________________________________________________________
 BH1877* NAD 83(1986)-  30 18 48.     (N)    089 55 02.     (W)     SCALED    
 BH1877* NAVD 88     -         4.599  (meters)      15.09   (feet)  ADJUSTED  
 BH1877  ___________________________________________________________________
 BH1877  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BH1877  DYNAMIC HT  -           4.593 (meters)      15.07  (feet)  COMP
 BH1877  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BH1877
 BH1877  VERT ORDER  -  FIRST     CLASS II
 BH1877
 BH1877.The horizontal coordinates were scaled from a topographic map and have
 BH1877.an estimated accuracy of +/- 6 seconds.
 BH1877
 BH1877.The orthometric height was determined by differential leveling
 BH1877.and adjusted by the National Geodetic Survey in February 1994..
 BH1877
 BH1877.The geoid height was determined by GEOID03.
 BH1877
 BH1877.The dynamic height is computed by dividing the NAVD 88
 BH1877.geopotential number by the normal gravity value computed on the
 BH1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1877.degrees latitude (g = 980.6199 gals.).
 BH1877
 BH1877.The modeled gravity was interpolated from observed gravity values.
 BH1877
 BH1877;                    North         East    Units  Estimated Accuracy
 BH1877;SPC LA S     -   201,840.    1,136,190.      MT  (+/- 180 meters Scaled)
 BH1877
 BH1877                          SUPERSEDED SURVEY CONTROL
 BH1877
 BH1877.No superseded survey control is available for this station.
 BH1877
 BH1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU194571(NAD 83)
 BH1877_MARKER: DD = SURVEY DISK
 BH1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1877_SP_SET: CONCRETE POST
 BH1877_STAMPING: 52 V 119 1983
 BH1877_MARK LOGO: LADH  
 BH1877_PROJECTION: FLUSH
 BH1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1877+STABILITY: SURFACE MOTION
 BH1877
 BH1877  HISTORY     - Date     Condition        Report By
 BH1877  HISTORY     - 1983     MONUMENTED       LADTD
 BH1877  HISTORY     - 1986     GOOD             NGS
 BH1877
 BH1877                          STATION DESCRIPTION
 BH1877
 BH1877'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1877'2.3 KM (1.4 MI) EAST FROM LACOMBE.
 BH1877'FROM THE JUNCTION OF LA 434 NORTH AND US 190, 0.3 KM (0.2 MI)
 BH1877'NORTHEAST OF BAYOU LACOMBE BRIDGE, GO EAST ALONG US 190 FOR 1.6 KM (1
 BH1877'MI) TO THE MARKER ON THE RIGHT NEAR OAKLAWN DRIVE, 12.2 METERS (40
 BH1877'FT) SOUTH OF THE CENTER OF US 190, 13.4 METERS (44 FT) EAST OF CENTER
 BH1877'OF SOUTH OAKLAWN DRIVE, 7.6 METERS (25 FT) EAST-SOUTHEAST OF A POWER
 BH1877'POLE, 6.6 METERS (21.5 FT) EAST-SOUTHEAST OF A TELEPHONE PEDESTAL,
 BH1877'4.6 METERS (15 FT) EAST OF A 36-INCH PINE TREE, 0.8 METER (2.5 FT)
 BH1877'NORTHWEST OF A 8-INCH LIVE OAK TREE.
 BH1877'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BH1877'THE MARK IS 0.40 M BELOW US 190.
 BH1877
 BH1877                          STATION RECOVERY (1986)
 BH1877
 BH1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1877'2.3 KM (1.45 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE FIRST
 BH1877'NATIONAL BANK IN LACOMBE TO THE MARK ON THE RIGHT.  IT IS 12.1 METERS
 BH1877'(40.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190 AND 13.4 METERS
 BH1877'(44.0 FT) EAST OF THE CENTERLINE OF OAKLAWN DRIVE.
 BH1877'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 BH1877'THE MARK IS 0.40 M ABOVE HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1876 ***********************************************************************
 BH1876  DESIGNATION -  52 V 120
 BH1876  PID         -  BH1876
 BH1876  STATE/COUNTY-  LA/ST TAMMANY
 BH1876  USGS QUAD   -  LACOMBE (1994)
 BH1876
 BH1876                         *CURRENT SURVEY CONTROL
 BH1876  ___________________________________________________________________
 BH1876* NAD 83(1986)-  30 18 33.     (N)    089 54 03.     (W)     SCALED    
 BH1876* NAVD 88     -         4.208  (meters)      13.81   (feet)  ADJUSTED  
 BH1876  ___________________________________________________________________
 BH1876  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BH1876  DYNAMIC HT  -           4.202 (meters)      13.79  (feet)  COMP
 BH1876  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BH1876
 BH1876  VERT ORDER  -  FIRST     CLASS II
 BH1876
 BH1876.The horizontal coordinates were scaled from a topographic map and have
 BH1876.an estimated accuracy of +/- 6 seconds.
 BH1876
 BH1876.The orthometric height was determined by differential leveling
 BH1876.and adjusted by the National Geodetic Survey in February 1994..
 BH1876
 BH1876.The geoid height was determined by GEOID03.
 BH1876
 BH1876.The dynamic height is computed by dividing the NAVD 88
 BH1876.geopotential number by the normal gravity value computed on the
 BH1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1876.degrees latitude (g = 980.6199 gals.).
 BH1876
 BH1876.The modeled gravity was interpolated from observed gravity values.
 BH1876
 BH1876;                    North         East    Units  Estimated Accuracy
 BH1876;SPC LA S     -   201,400.    1,137,770.      MT  (+/- 180 meters Scaled)
 BH1876
 BH1876                          SUPERSEDED SURVEY CONTROL
 BH1876
 BH1876.No superseded survey control is available for this station.
 BH1876
 BH1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU210566(NAD 83)
 BH1876_MARKER: DD = SURVEY DISK
 BH1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1876_SP_SET: CONCRETE POST
 BH1876_STAMPING: 52 V 120 1983
 BH1876_MARK LOGO: LADH  
 BH1876_PROJECTION: FLUSH
 BH1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1876+STABILITY: SURFACE MOTION
 BH1876
 BH1876  HISTORY     - Date     Condition        Report By
 BH1876  HISTORY     - 1983     MONUMENTED       LADTD
 BH1876  HISTORY     - 1986     GOOD             NGS
 BH1876
 BH1876                          STATION DESCRIPTION
 BH1876
 BH1876'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1876'3.9 KM (2.4 MI) EAST FROM LACOMBE.
 BH1876'FROM THE JUNCTION OF LA 434 NORTH AND US 190, 0.3 KM (0.2 MI)
 BH1876'NORTHEAST OF BAYOU LACOMBE BRIDGE, GO EAST ALONG US 190 FOR 3.2 KM (2
 BH1876'MI) TO THE MARKER ON THE RIGHT IN THE MEDIAN OF MARC DRIVE, 13.4
 BH1876'METERS (44 FT) SOUTH OF THE CENTER OF US 190, 7.6 METERS (25 FT) EAST
 BH1876'OF CENTER OF MARC DRIVE, 9.1 METERS (30 FT) WEST OF CENTER OF MARC
 BH1876'DRIVE, 19.2 (63 FT) EAST NORTHEAST OF NORTHEAST CORNER OF A CONCRETE
 BH1876'BUILDING, 14 METERS (46 FT) EAST OF A TELEPHONE PEDESTAL, 17.4 METERS
 BH1876'(57 FT) WEST OF A POWER POLE, 18.9 METERS (62 FT) WEST-NORTHWEST OF A
 BH1876'POWER POLE.
 BH1876'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1876'THE MARK IS 0.12 M BELOW US 190.
 BH1876
 BH1876                          STATION RECOVERY (1986)
 BH1876
 BH1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1876'3.9 KM (2.45 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE FIRST
 BH1876'NATIONAL BANK IN LACOMBE TO THE MARK ON THE RIGHT IN MEDIAN OF MARC
 BH1876'DRIVE.  IT IS 13.4 METERS (44.0 FT) SOUTH OF THE CENTERLINE OF U.S.
 BH1876'HIGHWAY 190, 9.1 METERS (30.0 FT) WEST OF THE CENTER OF MARC DRIVE AND
 BH1876'7.6 METERS (25.0 FT) EAST OF THE CENTER OF MARC DRIVE.
 BH1876'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 BH1876'THE MARK IS ABOVE LEVEL WITH HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1875 ***********************************************************************
 BH1875  DESIGNATION -  52 V 121
 BH1875  PID         -  BH1875
 BH1875  STATE/COUNTY-  LA/ST TAMMANY
 BH1875  USGS QUAD   -  LACOMBE (1994)
 BH1875
 BH1875                         *CURRENT SURVEY CONTROL
 BH1875  ___________________________________________________________________
 BH1875* NAD 83(1986)-  30 18 26.     (N)    089 53 01.     (W)     SCALED    
 BH1875* NAVD 88     -         4.488  (meters)      14.72   (feet)  ADJUSTED  
 BH1875  ___________________________________________________________________
 BH1875  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BH1875  DYNAMIC HT  -           4.482 (meters)      14.70  (feet)  COMP
 BH1875  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BH1875
 BH1875  VERT ORDER  -  FIRST     CLASS II
 BH1875
 BH1875.The horizontal coordinates were scaled from a topographic map and have
 BH1875.an estimated accuracy of +/- 6 seconds.
 BH1875
 BH1875.The orthometric height was determined by differential leveling
 BH1875.and adjusted by the National Geodetic Survey in February 1994..
 BH1875
 BH1875.The geoid height was determined by GEOID03.
 BH1875
 BH1875.The dynamic height is computed by dividing the NAVD 88
 BH1875.geopotential number by the normal gravity value computed on the
 BH1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1875.degrees latitude (g = 980.6199 gals.).
 BH1875
 BH1875.The modeled gravity was interpolated from observed gravity values.
 BH1875
 BH1875;                    North         East    Units  Estimated Accuracy
 BH1875;SPC LA S     -   201,200.    1,139,430.      MT  (+/- 180 meters Scaled)
 BH1875
 BH1875                          SUPERSEDED SURVEY CONTROL
 BH1875
 BH1875.No superseded survey control is available for this station.
 BH1875
 BH1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU226563(NAD 83)
 BH1875_MARKER: DD = SURVEY DISK
 BH1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1875_SP_SET: CONCRETE POST
 BH1875_STAMPING: 52 V 121 1983
 BH1875_MARK LOGO: LADH  
 BH1875_PROJECTION: FLUSH
 BH1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1875+STABILITY: SURFACE MOTION
 BH1875
 BH1875  HISTORY     - Date     Condition        Report By
 BH1875  HISTORY     - 1983     MONUMENTED       LADTD
 BH1875  HISTORY     - 1986     GOOD             NGS
 BH1875
 BH1875                          STATION DESCRIPTION
 BH1875
 BH1875'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1875'5.5 KM (3.4 MI) EAST FROM LACOMBE.
 BH1875'FROM THE JUNCTION OF LA 434 NORTH AND US 190, 0.3 KM (0.2 MI)
 BH1875'NORTHEAST OF BAYOU LACOMBE BRIDGE, GO EAST ALONG US 190 FOR 5 KM (3.1
 BH1875'MI) TO THE MARKER ON THE LEFT NEAR SOUTH TRANQUILITY DRIVE, 23.8
 BH1875'METERS (78 FT) SOUTH OF THE CENTER OF US 190, 5.8 METERS (19 FT) EAST
 BH1875'OF SOUTH TRANQUILITY DRIVE, 15.5 METERS (51 FT) SOUTHWEST OF A POWER
 BH1875'POLE AND TELEPHONE PEDESTAL, 14.3 METERS (47 FT) EAST OF SOUTHEAST
 BH1875'CORNER OF A HOUSE, 0.5 METER (1.5 FT) WEST OF THE NORTHWEST CORNER
 BH1875'BRICK POST OF TRANQUILITY CEMETERY.
 BH1875'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1875'THE MARK IS 0.43 M BELOW US 190.
 BH1875
 BH1875                          STATION RECOVERY (1986)
 BH1875
 BH1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1875'5.6 KM (3.45 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE FIRST
 BH1875'NATIONAL BANK IN LACOMBE TO THE MARK ON THE RIGHT.  IT IS 23.7 METERS
 BH1875'(78.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 5.7 METERS
 BH1875'(19.0 FT) EAST OF THE CENTER OF TRANQUILITY DRIVE AND 0.45 METERS (1.5
 BH1875'FT) WEST OF THE NORTHWEST CORNER OF THE TRANQUILITY CEMETERY.
 BH1875'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 BH1875'THE MARK IS ABOVE LEVEL WITH HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3711 ***********************************************************************
 BJ3711  DESIGNATION -  52 V 125
 BJ3711  PID         -  BJ3711
 BJ3711  STATE/COUNTY-  LA/ST TAMMANY
 BJ3711  USGS QUAD   -  MANDEVILLE (1979)
 BJ3711
 BJ3711                         *CURRENT SURVEY CONTROL
 BJ3711  ___________________________________________________________________
 BJ3711* NAD 83(1986)-  30 22 26.     (N)    090 03 15.     (W)     SCALED    
 BJ3711* NAVD 88     -         5.763  (meters)      18.91   (feet)  ADJUSTED  
 BJ3711  ___________________________________________________________________
 BJ3711  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BJ3711  DYNAMIC HT  -           5.755 (meters)      18.88  (feet)  COMP
 BJ3711  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 BJ3711
 BJ3711  VERT ORDER  -  FIRST     CLASS II
 BJ3711
 BJ3711.The horizontal coordinates were scaled from a topographic map and have
 BJ3711.an estimated accuracy of +/- 6 seconds.
 BJ3711
 BJ3711.The orthometric height was determined by differential leveling
 BJ3711.and adjusted by the National Geodetic Survey in February 1994..
 BJ3711
 BJ3711.The geoid height was determined by GEOID03.
 BJ3711
 BJ3711.The dynamic height is computed by dividing the NAVD 88
 BJ3711.geopotential number by the normal gravity value computed on the
 BJ3711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3711.degrees latitude (g = 980.6199 gals.).
 BJ3711
 BJ3711.The modeled gravity was interpolated from observed gravity values.
 BJ3711
 BJ3711;                    North         East    Units  Estimated Accuracy
 BJ3711;SPC LA S     -   208,400.    1,122,950.      MT  (+/- 180 meters Scaled)
 BJ3711
 BJ3711                          SUPERSEDED SURVEY CONTROL
 BJ3711
 BJ3711.No superseded survey control is available for this station.
 BJ3711
 BJ3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP831638(NAD 83)
 BJ3711_MARKER: DD = SURVEY DISK
 BJ3711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3711_SP_SET: CONCRETE POST
 BJ3711_STAMPING: 52V125 1983
 BJ3711_MARK LOGO: LADH  
 BJ3711_PROJECTION: FLUSH
 BJ3711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3711+STABILITY: SURFACE MOTION
 BJ3711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3711+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 BJ3711
 BJ3711  HISTORY     - Date     Condition        Report By
 BJ3711  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3711  HISTORY     - 1983     GOOD             LADTD
 BJ3711  HISTORY     - 1986     GOOD             NGS
 BJ3711  HISTORY     - 20040401 GOOD             USPSQD
 BJ3711
 BJ3711                          STATION DESCRIPTION
 BJ3711
 BJ3711'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3711'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BJ3711'1.4 KM (0.9 MI) NORTH ON STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ3711'U.S. HIGHWAY 190 AND STATE HIGHWAYS 1087 AND 59 IN MANDEVILLE TO THE
 BJ3711'JUNCTION OF STATE HIGHWAYS 50 AND 1088 AND THE MARK ON THE RIGHT JUST
 BJ3711'SOUTH OF HIGHWAY 1088, 26.5 METERS (87 FT) SOUTHWEST OF A GAS FLOW
 BJ3711'CHECK STATION, 25.1 METERS (82.5 FT) NORTHEAST OF A POWER POLE, 19.8
 BJ3711'METERS (65 FT) EAST OF THE CENTER OF HIGHWAY 59, 19.8 METERS (65 FT)
 BJ3711'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 1088 AND 12.5 METERS (41 FT)
 BJ3711'SOUTHEAST OF THE SOUTH END OF A METAL CULVERT UNDER HIGHWAY 1088.
 BJ3711'THE MARK IS 0.46 METERS  SSW FROM A WITNESS POST.
 BJ3711'THE MARK IS 0.40 M BELOW THE HIGHWAY.
 BJ3711
 BJ3711                          STATION RECOVERY (1986)
 BJ3711
 BJ3711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3711'1.3 KM (0.8 MI) NORTH FROM MANDEVILLE.
 BJ3711'1.3 KM (0.8 MILES) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ3711'U.S. HIGHWAY 190 IN MANDEVILLE TO THE MARK ON THE RIGHT.  IT IS 19.6
 BJ3711'METERS EAST OF THE CENTERLINE OF STATE HIGHWAY 59 AND 19.5 METERS
 BJ3711'(64.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 1088.
 BJ3711'THE MARK IS 0.45 METERS  SE FROM  A WITNESS POST
 BJ3711'THE MARK IS 0.30 M ABOVE HIGHWAY 59.
 BJ3711
 BJ3711                          STATION RECOVERY (2004)
 BJ3711
 BJ3711'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ3711'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3712 ***********************************************************************
 BJ3712  DESIGNATION -  52 V 126
 BJ3712  PID         -  BJ3712
 BJ3712  STATE/COUNTY-  LA/ST TAMMANY
 BJ3712  USGS QUAD   -  COVINGTON (1994)
 BJ3712
 BJ3712                         *CURRENT SURVEY CONTROL
 BJ3712  ___________________________________________________________________
 BJ3712* NAD 83(1986)-  30 23 12.     (N)    090 02 54.     (W)     SCALED    
 BJ3712* NAVD 88     -         6.371  (meters)      20.90   (feet)  ADJUSTED  
 BJ3712  ___________________________________________________________________
 BJ3712  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ3712  DYNAMIC HT  -           6.363 (meters)      20.88  (feet)  COMP
 BJ3712  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 BJ3712
 BJ3712  VERT ORDER  -  FIRST     CLASS II
 BJ3712
 BJ3712.The horizontal coordinates were scaled from a topographic map and have
 BJ3712.an estimated accuracy of +/- 6 seconds.
 BJ3712
 BJ3712.The orthometric height was determined by differential leveling
 BJ3712.and adjusted by the National Geodetic Survey in February 1994..
 BJ3712
 BJ3712.The geoid height was determined by GEOID03.
 BJ3712
 BJ3712.The dynamic height is computed by dividing the NAVD 88
 BJ3712.geopotential number by the normal gravity value computed on the
 BJ3712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3712.degrees latitude (g = 980.6199 gals.).
 BJ3712
 BJ3712.The modeled gravity was interpolated from observed gravity values.
 BJ3712
 BJ3712;                    North         East    Units  Estimated Accuracy
 BJ3712;SPC LA S     -   209,820.    1,123,490.      MT  (+/- 180 meters Scaled)
 BJ3712
 BJ3712                          SUPERSEDED SURVEY CONTROL
 BJ3712
 BJ3712.No superseded survey control is available for this station.
 BJ3712
 BJ3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP836653(NAD 83)
 BJ3712_MARKER: DD = SURVEY DISK
 BJ3712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3712_SP_SET: CONCRETE POST
 BJ3712_STAMPING: 52V126 1983
 BJ3712_MARK LOGO: LADH  
 BJ3712_PROJECTION: FLUSH
 BJ3712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3712+STABILITY: SURFACE MOTION
 BJ3712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3712+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 BJ3712
 BJ3712  HISTORY     - Date     Condition        Report By
 BJ3712  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3712  HISTORY     - 1983     GOOD             LADTD
 BJ3712  HISTORY     - 1986     GOOD             NGS
 BJ3712  HISTORY     - 20040401 GOOD             USPSQD
 BJ3712
 BJ3712                          STATION DESCRIPTION
 BJ3712
 BJ3712'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3712'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BJ3712'3.1 KM (1.9 MI) NORTH ON STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ3712'U.S. HIGHWAY 190 AND STATE HIGHWAYS 59 AND 1087 IN MANDEVILLE TO THE
 BJ3712'MARK ON THE RIGHT NEAR THE JUNCTION OF LOTUS ROAD, 20.4 METERS
 BJ3712'(67 FT) SOUTH-SOUTHWEST OF A POWER POLE, 15.5 METERS (51 FT) NORTH-
 BJ3712'NORTHWEST OF A 15-INCH LIVE OAK TREE, 9 METERS (29.5 FT) SOUTH OF THE
 BJ3712'SOUTH END OF A CONCTETE CULVERT, 9.6 METERS (31.5 FT) EAST OF THE
 BJ3712'CENTER OF THE HIGHWAY AND 14.2 METERS (46.5 FT) SOUTH-SOUTHWEST OF THE
 BJ3712'CENTER OF LOTUS ROAD.
 BJ3712'THE MARK IS 0.46 METERS  NNE FROM A WITNESS POST.
 BJ3712'THE MARK IS 0.21 M BELOW THE HIGHWAY.
 BJ3712
 BJ3712                          STATION RECOVERY (1986)
 BJ3712
 BJ3712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3712'2.9 KM (1.8 MI) NORTH FROM MANDEVILLE.
 BJ3712'2.9 KM (1.8 MILES) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ3712'U.S. HIGHWAY 190 IN MANDEVILLE TO THE MARK ON THE RIGHT.  IT IS 9.6
 BJ3712'METERS (31.5 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 59 AND
 BJ3712'13.2 METERS (43.5 FT) SOUTH OF THE CENTER OF LOTUS ROAD.
 BJ3712'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 BJ3712'THE MARK IS ABOVE LEVEL WITH HIGHWAY 59.
 BJ3712
 BJ3712                          STATION RECOVERY (2004)
 BJ3712
 BJ3712'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ3712'RECOVERED AS DESCRIBED.  WITNESS POST HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3713 ***********************************************************************
 BJ3713  DESIGNATION -  52 V 127
 BJ3713  PID         -  BJ3713
 BJ3713  STATE/COUNTY-  LA/ST TAMMANY
 BJ3713  USGS QUAD   -  COVINGTON (1994)
 BJ3713
 BJ3713                         *CURRENT SURVEY CONTROL
 BJ3713  ___________________________________________________________________
 BJ3713* NAD 83(1986)-  30 24 07.     (N)    090 02 29.     (W)     SCALED    
 BJ3713* NAVD 88     -         8.023  (meters)      26.32   (feet)  ADJUSTED  
 BJ3713  ___________________________________________________________________
 BJ3713  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BJ3713  DYNAMIC HT  -           8.012 (meters)      26.29  (feet)  COMP
 BJ3713  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 BJ3713
 BJ3713  VERT ORDER  -  FIRST     CLASS II
 BJ3713
 BJ3713.The horizontal coordinates were scaled from a topographic map and have
 BJ3713.an estimated accuracy of +/- 6 seconds.
 BJ3713
 BJ3713.The orthometric height was determined by differential leveling
 BJ3713.and adjusted by the National Geodetic Survey in February 1994..
 BJ3713
 BJ3713.The geoid height was determined by GEOID03.
 BJ3713
 BJ3713.The dynamic height is computed by dividing the NAVD 88
 BJ3713.geopotential number by the normal gravity value computed on the
 BJ3713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3713.degrees latitude (g = 980.6199 gals.).
 BJ3713
 BJ3713.The modeled gravity was interpolated from observed gravity values.
 BJ3713
 BJ3713;                    North         East    Units  Estimated Accuracy
 BJ3713;SPC LA S     -   211,520.    1,124,140.      MT  (+/- 180 meters Scaled)
 BJ3713
 BJ3713                          SUPERSEDED SURVEY CONTROL
 BJ3713
 BJ3713.No superseded survey control is available for this station.
 BJ3713
 BJ3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP842670(NAD 83)
 BJ3713_MARKER: DD = SURVEY DISK
 BJ3713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3713_SP_SET: CONCRETE POST
 BJ3713_STAMPING: 52V127 1983
 BJ3713_MARK LOGO: LADH  
 BJ3713_PROJECTION: FLUSH
 BJ3713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3713+STABILITY: SURFACE MOTION
 BJ3713
 BJ3713  HISTORY     - Date     Condition        Report By
 BJ3713  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3713  HISTORY     - 1983     GOOD             LADTD
 BJ3713  HISTORY     - 1986     GOOD             NGS
 BJ3713
 BJ3713                          STATION DESCRIPTION
 BJ3713
 BJ3713'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3713'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BJ3713'4.8 KM (3 MI) NORTH ON STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ3713'U.S. HIGHWAY 190 AND STATE HIGHWAYS 59 AND 1087 IN MANDEVILLE TO THE
 BJ3713'MARK ON THE RIGHT JUST SOUTH OF THE JUNCTION OF HERITAGE HIGHTS ROAD,
 BJ3713'18.6 METERS (61 FT) SOUTH OF THE SOUTHWEST CORNER OF THE NORTH BRICK
 BJ3713'COLUMN, 10.2 METERS (33.5 FT) EAST OF THE CENTER OF THE HIGHWAY, 9.3
 BJ3713'METERS (30.5 FT) SOUTH OF THE CENTER OF HERITAGE HIGHTS ROAD, 3 METERS
 BJ3713'(10 FT) SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT AND 0.9
 BJ3713'METERS (3 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTH
 BJ3713'BRICK COLUMN.
 BJ3713'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3713'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3713
 BJ3713                          STATION RECOVERY (1986)
 BJ3713
 BJ3713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3713'4.7 KM (2.9 MI) NORTH FROM MANDEVILLE.
 BJ3713'4.7 KM (2.9 MILES) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ3713'U.S. HIGHWAY 190 IN MANDEVILLE TO THE MARK ON THE RIGHT.  IT IS 10.3
 BJ3713'METERS (34.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 59, 9.1
 BJ3713'METERS (30.0 FT) SOUTH OF THE CENTER OF INDEPENDENCE DRIVE AND 0.91
 BJ3713'METERS (3.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 2 X 2 FOOT
 BJ3713'BRICK CORNER POST.
 BJ3713'THE MARK IS 0.45 METERS  S FROM  A WITNESS POST
 BJ3713'THE MARK IS ABOVE LEVEL WITH HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3715 ***********************************************************************
 BJ3715  DESIGNATION -  52 V 128
 BJ3715  PID         -  BJ3715
 BJ3715  STATE/COUNTY-  LA/ST TAMMANY
 BJ3715  USGS QUAD   -  COVINGTON (1994)
 BJ3715
 BJ3715                         *CURRENT SURVEY CONTROL
 BJ3715  ___________________________________________________________________
 BJ3715* NAD 83(1986)-  30 26 58.     (N)    090 02 28.     (W)     SCALED    
 BJ3715* NAVD 88     -        10.033  (meters)      32.92   (feet)  ADJUSTED  
 BJ3715  ___________________________________________________________________
 BJ3715  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3715  DYNAMIC HT  -          10.020 (meters)      32.87  (feet)  COMP
 BJ3715  MODELED GRAV-     979,355.1   (mgal)                       NAVD 88
 BJ3715
 BJ3715  VERT ORDER  -  FIRST     CLASS II
 BJ3715
 BJ3715.The horizontal coordinates were scaled from a topographic map and have
 BJ3715.an estimated accuracy of +/- 6 seconds.
 BJ3715
 BJ3715.The orthometric height was determined by differential leveling
 BJ3715.and adjusted by the National Geodetic Survey in February 1994..
 BJ3715
 BJ3715.The geoid height was determined by GEOID03.
 BJ3715
 BJ3715.The dynamic height is computed by dividing the NAVD 88
 BJ3715.geopotential number by the normal gravity value computed on the
 BJ3715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3715.degrees latitude (g = 980.6199 gals.).
 BJ3715
 BJ3715.The modeled gravity was interpolated from observed gravity values.
 BJ3715
 BJ3715;                    North         East    Units  Estimated Accuracy
 BJ3715;SPC LA S     -   216,790.    1,124,110.      MT  (+/- 180 meters Scaled)
 BJ3715
 BJ3715                          SUPERSEDED SURVEY CONTROL
 BJ3715
 BJ3715.No superseded survey control is available for this station.
 BJ3715
 BJ3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP841723(NAD 83)
 BJ3715_MARKER: DD = SURVEY DISK
 BJ3715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3715_SP_SET: CONCRETE POST
 BJ3715_STAMPING: 52V128 1983
 BJ3715_MARK LOGO: LADH  
 BJ3715_PROJECTION: FLUSH
 BJ3715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3715+STABILITY: SURFACE MOTION
 BJ3715
 BJ3715  HISTORY     - Date     Condition        Report By
 BJ3715  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3715  HISTORY     - 1983     GOOD             LADTD
 BJ3715  HISTORY     - 1986     GOOD             NGS
 BJ3715
 BJ3715                          STATION DESCRIPTION
 BJ3715
 BJ3715'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3715'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BJ3715'3.5 KM (2.2 MI) SOUTH ON STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ3715'STATE HIGHWAYS 59 AND 36 IN ABITA SPRINGS TO THE MARK ON THE RIGHT IN
 BJ3715'THE NORTHWEST ANGLE OF THE JUNCTION WITH HUNT DRIVE, 15.2 METERS
 BJ3715'(50 FT) NORTH OF THE CENTER OF HUNT DRIVE, 11 METERS (36 FT) NORTH OF
 BJ3715'THE NORTH END OF A CONCRETE CULVERT UNDER HUNT DRIVE, 8.8 METERS
 BJ3715'(29 FT) WEST OF THE CENTER OF THE HIGHWAY AND 8.4 METERS (27.5 FT)
 BJ3715'NORTH OF A POWER POLE.
 BJ3715'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3715'THE MARK IS 0.27 M BELOW THE HIGHWAY.
 BJ3715
 BJ3715                          STATION RECOVERY (1986)
 BJ3715
 BJ3715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3715'3.5 KM (2.15 MI) SOUTH FROM ABITA SPRINGS.
 BJ3715'3.5 KM (2.15 MILES) SOUTH ALONG STATE HIGHWAY 59 FROM THE RAILROAD
 BJ3715'CROSSING IN ABITA SPRINGS TO THE MARK ON THE RIGHT.  IT IS 8.6 METERS
 BJ3715'(28.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 59, 14.9 METERS
 BJ3715'(49.0 FT) NORTH OF THE CENTER OF HUNT DRIVE AND 8.3 METERS (27.5 FT)
 BJ3715'NORTH OF A POWER POLE.
 BJ3715'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 BJ3715'THE MARK IS ABOVE LEVEL WITH HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3716 ***********************************************************************
 BJ3716  DESIGNATION -  52 V 129
 BJ3716  PID         -  BJ3716
 BJ3716  STATE/COUNTY-  LA/ST TAMMANY
 BJ3716  USGS QUAD   -  COVINGTON (1994)
 BJ3716
 BJ3716                         *CURRENT SURVEY CONTROL
 BJ3716  ___________________________________________________________________
 BJ3716* NAD 83(1986)-  30 27 55.     (N)    090 02 27.     (W)     SCALED    
 BJ3716* NAVD 88     -         8.060  (meters)      26.44   (feet)  ADJUSTED  
 BJ3716  ___________________________________________________________________
 BJ3716  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ3716  DYNAMIC HT  -           8.050 (meters)      26.41  (feet)  COMP
 BJ3716  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BJ3716
 BJ3716  VERT ORDER  -  FIRST     CLASS II
 BJ3716
 BJ3716.The horizontal coordinates were scaled from a topographic map and have
 BJ3716.an estimated accuracy of +/- 6 seconds.
 BJ3716
 BJ3716.The orthometric height was determined by differential leveling
 BJ3716.and adjusted by the National Geodetic Survey in February 1994..
 BJ3716
 BJ3716.The geoid height was determined by GEOID03.
 BJ3716
 BJ3716.The dynamic height is computed by dividing the NAVD 88
 BJ3716.geopotential number by the normal gravity value computed on the
 BJ3716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3716.degrees latitude (g = 980.6199 gals.).
 BJ3716
 BJ3716.The modeled gravity was interpolated from observed gravity values.
 BJ3716
 BJ3716;                    North         East    Units  Estimated Accuracy
 BJ3716;SPC LA S     -   218,540.    1,124,120.      MT  (+/- 180 meters Scaled)
 BJ3716
 BJ3716                          SUPERSEDED SURVEY CONTROL
 BJ3716
 BJ3716.No superseded survey control is available for this station.
 BJ3716
 BJ3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP841740(NAD 83)
 BJ3716_MARKER: DD = SURVEY DISK
 BJ3716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3716_SP_SET: CONCRETE POST
 BJ3716_STAMPING: 52V129 1983
 BJ3716_MARK LOGO: LADH  
 BJ3716_PROJECTION: FLUSH
 BJ3716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3716+STABILITY: SURFACE MOTION
 BJ3716
 BJ3716  HISTORY     - Date     Condition        Report By
 BJ3716  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3716  HISTORY     - 1983     GOOD             LADTD
 BJ3716  HISTORY     - 1986     GOOD             NGS
 BJ3716
 BJ3716                          STATION DESCRIPTION
 BJ3716
 BJ3716'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3716'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BJ3716'1.8 KM (1.1 MI) SOUTH ON STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ3716'STATE HIGHWAYS 59 AND 36 IN ABITA SPRINGS TO THE MARK ON THE RIGHT
 BJ3716'JUST NORTH OF SOUTHWIND ESTATES DRIVE, 18.6 METERS (61 FT) WEST OF A
 BJ3716'POWER POLE, 14.6 METERS (48 FT) NORTH OF THE CENTER OF SOUTHWIND DRIVE
 BJ3716'9.4 METERS (31 FT) WEST OF THE CENTER OF THE HIGHWAY, 9 METERS
 BJ3716'(29.5 FT) NORTH-NORTHWEST OF THE NORTH END OF A METAL CULVERT UNDER
 BJ3716'SOUTHWIND DRIVE AND 0.6 METER (2 FT) NORTH OF THE NORTHEAST CORNER OF
 BJ3716'THE NORTH BRICK COLUMN.
 BJ3716'THE MARK IS 0.37 METERS  S FROM A WITNESS POST.
 BJ3716'THE MARK IS 0.06 M BELOW THE HIGHWAY.
 BJ3716
 BJ3716                          STATION RECOVERY (1986)
 BJ3716
 BJ3716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ3716'1.7 KM (1.05 MI) SOUTH FROM ABITA SPRINGS.
 BJ3716'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE RAILROAD
 BJ3716'CROSSING IN ABITA SPRINGS TO THE MARK ON THE RIGHT, 9.6 METERS (31.6
 BJ3716'FT) WEST OF THE CENTER OF THE HIGHWAY, 14.5 METERS (47.6 FT) NORTH OF
 BJ3716'THE CENTER OF A ROAD LEADING WEST, 0.21 METER (0.7 FT) EAST OF A
 BJ3716'WOODEN FENCE.
 BJ3716'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 BJ3716'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4133 ***********************************************************************
 BJ4133  DESIGNATION -  52 V 130
 BJ4133  PID         -  BJ4133
 BJ4133  STATE/COUNTY-  LA/ST TAMMANY
 BJ4133  USGS QUAD   -  COVINGTON (1994)
 BJ4133
 BJ4133                         *CURRENT SURVEY CONTROL
 BJ4133  ___________________________________________________________________
 BJ4133* NAD 83(1986)-  30 29 05.     (N)    090 01 30.     (W)     SCALED    
 BJ4133* NAVD 88     -        10.300  (meters)      33.79   (feet)  ADJUSTED  
 BJ4133  ___________________________________________________________________
 BJ4133  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ4133  DYNAMIC HT  -          10.287 (meters)      33.75  (feet)  COMP
 BJ4133  MODELED GRAV-     979,355.0   (mgal)                       NAVD 88
 BJ4133
 BJ4133  VERT ORDER  -  SECOND    CLASS II
 BJ4133
 BJ4133.The horizontal coordinates were scaled from a topographic map and have
 BJ4133.an estimated accuracy of +/- 6 seconds.
 BJ4133
 BJ4133.The orthometric height was determined by differential leveling
 BJ4133.and adjusted by the National Geodetic Survey in February 1994..
 BJ4133
 BJ4133.The geoid height was determined by GEOID03.
 BJ4133
 BJ4133.The dynamic height is computed by dividing the NAVD 88
 BJ4133.geopotential number by the normal gravity value computed on the
 BJ4133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4133.degrees latitude (g = 980.6199 gals.).
 BJ4133
 BJ4133.The modeled gravity was interpolated from observed gravity values.
 BJ4133
 BJ4133;                    North         East    Units  Estimated Accuracy
 BJ4133;SPC LA S     -   220,720.    1,125,610.      MT  (+/- 180 meters Scaled)
 BJ4133
 BJ4133                          SUPERSEDED SURVEY CONTROL
 BJ4133
 BJ4133.No superseded survey control is available for this station.
 BJ4133
 BJ4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP855762(NAD 83)
 BJ4133_MARKER: DD = SURVEY DISK
 BJ4133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4133_SP_SET: CONCRETE POST
 BJ4133_STAMPING: 52V130 1983
 BJ4133_MARK LOGO: LADH  
 BJ4133_PROJECTION: FLUSH
 BJ4133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4133+STABILITY: SURFACE MOTION
 BJ4133
 BJ4133  HISTORY     - Date     Condition        Report By
 BJ4133  HISTORY     - 1983     MONUMENTED       LADTD
 BJ4133
 BJ4133                          STATION DESCRIPTION
 BJ4133
 BJ4133'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ4133'1.8 KM (1.1 MI) NE FROM ABITA SPRINGS.
 BJ4133'1.8 KM (1.1 MI) NORTH ON STATE HIGHWAY 435 FROM THE JUNCTION OF
 BJ4133'STATE HIGHWAYS 36 AND 435 IN ABITA SPRINGS TO THE MARK ON THE RIGHT,
 BJ4133'36 METERS (118 FT) NORTH-NORTHEAST OF THE CENTER OF A DRIVE TO A BRICK
 BJ4133'HOUSE, 18.6 METERS (61 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF A
 BJ4133'CONCRETE CULVERT, 6.7 METERS (22 FT) EAST-SOUTHEAST OF THE CENTER OF
 BJ4133'THE HIGHWAY AND 0.5 METER (1.5 FT) WEST-NORTHWEST OF A FENCE CORNER.
 BJ4133'THE MARK IS 0.30 METERS  NNE FROM A WITNESS POST.
 BJ4133'THE MARK IS 0.15 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4134 ***********************************************************************
 BJ4134  DESIGNATION -  52 V 131
 BJ4134  PID         -  BJ4134
 BJ4134  STATE/COUNTY-  LA/ST TAMMANY
 BJ4134  USGS QUAD   -  COVINGTON (1994)
 BJ4134
 BJ4134                         *CURRENT SURVEY CONTROL
 BJ4134  ___________________________________________________________________
 BJ4134* NAD 83(1986)-  30 29 39.     (N)    090 00 32.     (W)     SCALED    
 BJ4134* NAVD 88     -        11.261  (meters)      36.95   (feet)  ADJUSTED  
 BJ4134  ___________________________________________________________________
 BJ4134  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ4134  DYNAMIC HT  -          11.246 (meters)      36.90  (feet)  COMP
 BJ4134  MODELED GRAV-     979,354.2   (mgal)                       NAVD 88
 BJ4134
 BJ4134  VERT ORDER  -  SECOND    CLASS II
 BJ4134
 BJ4134.The horizontal coordinates were scaled from a topographic map and have
 BJ4134.an estimated accuracy of +/- 6 seconds.
 BJ4134
 BJ4134.The orthometric height was determined by differential leveling
 BJ4134.and adjusted by the National Geodetic Survey in February 1994..
 BJ4134
 BJ4134.The geoid height was determined by GEOID03.
 BJ4134
 BJ4134.The dynamic height is computed by dividing the NAVD 88
 BJ4134.geopotential number by the normal gravity value computed on the
 BJ4134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4134.degrees latitude (g = 980.6199 gals.).
 BJ4134
 BJ4134.The modeled gravity was interpolated from observed gravity values.
 BJ4134
 BJ4134;                    North         East    Units  Estimated Accuracy
 BJ4134;SPC LA S     -   221,780.    1,127,150.      MT  (+/- 180 meters Scaled)
 BJ4134
 BJ4134                          SUPERSEDED SURVEY CONTROL
 BJ4134
 BJ4134.No superseded survey control is available for this station.
 BJ4134
 BJ4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP871773(NAD 83)
 BJ4134_MARKER: DD = SURVEY DISK
 BJ4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4134_SP_SET: CONCRETE POST
 BJ4134_STAMPING: 52V131 1983
 BJ4134_MARK LOGO: LADH  
 BJ4134_PROJECTION: FLUSH
 BJ4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4134+STABILITY: SURFACE MOTION
 BJ4134
 BJ4134  HISTORY     - Date     Condition        Report By
 BJ4134  HISTORY     - 1983     MONUMENTED       LADTD
 BJ4134
 BJ4134                          STATION DESCRIPTION
 BJ4134
 BJ4134'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ4134'3.7 KM (2.3 MI) NE FROM ABITA SPRINGS.
 BJ4134'3.7 KM (2.3 MI) NORTH ON STATE HIGHWAY 435 FROM THE JUNCTION OF
 BJ4134'STATE HIGHWAYS 435 AND 36 IN ABITA SPRINGS TO THE MARK ON THE RIGHT,
 BJ4134'9.4 METERS (31 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 BJ4134'8.7 METERS (28.5 FT) EAST-NORTHEAST OF THE CENTER OF LAKE STREET,
 BJ4134'4.7 METERS (15.5 FT) EAST OF THE EAST END OF A CONCRETE CULVERT,
 BJ4134'4.1 METERS (13.5 FT) WEST-SOUTHWEST OF A POWER POLE WITH TWO
 BJ4134'TRANSFORMERS AND 2.4 METERS (8 FT) EAST-NORTHEAST OF THE NORTHEAST
 BJ4134'CORNER OF A BRICK COLUMN.
 BJ4134'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 BJ4134'THE MARK IS 0.24 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1939 ***********************************************************************
 BH1939  DESIGNATION -  52 V 132
 BH1939  PID         -  BH1939
 BH1939  STATE/COUNTY-  LA/ST TAMMANY
 BH1939  USGS QUAD   -  BUSH (1983)
 BH1939
 BH1939                         *CURRENT SURVEY CONTROL
 BH1939  ___________________________________________________________________
 BH1939* NAD 83(1986)-  30 30 09.     (N)    089 59 35.     (W)     SCALED    
 BH1939* NAVD 88     -        11.723  (meters)      38.46   (feet)  ADJUSTED  
 BH1939  ___________________________________________________________________
 BH1939  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BH1939  DYNAMIC HT  -          11.708 (meters)      38.41  (feet)  COMP
 BH1939  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 BH1939
 BH1939  VERT ORDER  -  SECOND    CLASS II
 BH1939
 BH1939.The horizontal coordinates were scaled from a topographic map and have
 BH1939.an estimated accuracy of +/- 6 seconds.
 BH1939
 BH1939.The orthometric height was determined by differential leveling
 BH1939.and adjusted by the National Geodetic Survey in February 1994..
 BH1939
 BH1939.The geoid height was determined by GEOID03.
 BH1939
 BH1939.The dynamic height is computed by dividing the NAVD 88
 BH1939.geopotential number by the normal gravity value computed on the
 BH1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1939.degrees latitude (g = 980.6199 gals.).
 BH1939
 BH1939.The modeled gravity was interpolated from observed gravity values.
 BH1939
 BH1939;                    North         East    Units  Estimated Accuracy
 BH1939;SPC LA S     -   222,720.    1,128,650.      MT  (+/- 180 meters Scaled)
 BH1939
 BH1939                          SUPERSEDED SURVEY CONTROL
 BH1939
 BH1939.No superseded survey control is available for this station.
 BH1939
 BH1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU127782(NAD 83)
 BH1939_MARKER: DD = SURVEY DISK
 BH1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1939_SP_SET: CONCRETE POST
 BH1939_STAMPING: 52V132 1983
 BH1939_MARK LOGO: LADH  
 BH1939_PROJECTION: FLUSH
 BH1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1939+STABILITY: SURFACE MOTION
 BH1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1939+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 BH1939
 BH1939  HISTORY     - Date     Condition        Report By
 BH1939  HISTORY     - 1983     MONUMENTED       LADTD
 BH1939  HISTORY     - 20060422 GOOD             NGS
 BH1939
 BH1939                          STATION DESCRIPTION
 BH1939
 BH1939'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1939'5.5 KM (3.4 MI) NE FROM ABITA SPRINGS.
 BH1939'5.5 KM (3.4 MI) NORTH ON STATE HIGHWAY 435 FROM THE JUNCTION OF
 BH1939'STATE HIGHWAYS 36 AND 435 IN ABITA SPRINGS TO THE MARK ON THE LEFT,
 BH1939'18.3 METERS (60 FT) NORTHWEST OF A RIGHT-OF-WAY MARKER, 11 METERS
 BH1939'(36 FT) NORTHEAST OF THE CENTER OF A DRIVE TO A FLOW WELL, 9.3 METERS
 BH1939'(30.5 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY AND 0.6 METER (2 FT)
 BH1939'SOUTHWEST OF A RIGHT-OF-WAY MARKER.
 BH1939'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BH1939'THE MARK IS 0.09 M BELOW THE HIGHWAY.
 BH1939
 BH1939                          STATION RECOVERY (2006)
 BH1939
 BH1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1940 ***********************************************************************
 BH1940  DESIGNATION -  52 V 133
 BH1940  PID         -  BH1940
 BH1940  STATE/COUNTY-  LA/ST TAMMANY
 BH1940  USGS QUAD   -  BUSH (1983)
 BH1940
 BH1940                         *CURRENT SURVEY CONTROL
 BH1940  ___________________________________________________________________
 BH1940* NAD 83(1986)-  30 30 19.     (N)    089 58 24.     (W)     SCALED    
 BH1940* NAVD 88     -        12.421  (meters)      40.75   (feet)  ADJUSTED  
 BH1940  ___________________________________________________________________
 BH1940  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BH1940  DYNAMIC HT  -          12.405 (meters)      40.70  (feet)  COMP
 BH1940  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BH1940
 BH1940  VERT ORDER  -  SECOND    CLASS II
 BH1940
 BH1940.The horizontal coordinates were scaled from a topographic map and have
 BH1940.an estimated accuracy of +/- 6 seconds.
 BH1940
 BH1940.The orthometric height was determined by differential leveling
 BH1940.and adjusted by the National Geodetic Survey in February 1994..
 BH1940
 BH1940.The geoid height was determined by GEOID03.
 BH1940
 BH1940.The dynamic height is computed by dividing the NAVD 88
 BH1940.geopotential number by the normal gravity value computed on the
 BH1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1940.degrees latitude (g = 980.6199 gals.).
 BH1940
 BH1940.The modeled gravity was interpolated from observed gravity values.
 BH1940
 BH1940;                    North         East    Units  Estimated Accuracy
 BH1940;SPC LA S     -   223,050.    1,130,540.      MT  (+/- 180 meters Scaled)
 BH1940
 BH1940                          SUPERSEDED SURVEY CONTROL
 BH1940
 BH1940.No superseded survey control is available for this station.
 BH1940
 BH1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU146785(NAD 83)
 BH1940_MARKER: DD = SURVEY DISK
 BH1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1940_SP_SET: CONCRETE POST
 BH1940_STAMPING: 52V133 1983
 BH1940_MARK LOGO: LADH  
 BH1940_PROJECTION: FLUSH
 BH1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1940+STABILITY: SURFACE MOTION
 BH1940
 BH1940  HISTORY     - Date     Condition        Report By
 BH1940  HISTORY     - 1983     MONUMENTED       LADTD
 BH1940  HISTORY     - 20060422 MARK NOT FOUND   NGS
 BH1940
 BH1940                          STATION DESCRIPTION
 BH1940
 BH1940'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1940'7.4 KM (4.6 MI) NE FROM ABITA SPRINGS.
 BH1940'7.4 KM (4.6 MI) NORTH ON STATE HIGHWAY 435 FROM THE JUNCTION OF
 BH1940'STATE HIGHWAYS 435 AND 36 IN ABITA SPRINGS TO THE MARK ON THE RIGHT IN
 BH1940'THE MEDIAN OF HILLCREST BOULEVARD, 13.1 METERS (43 FT) WEST OF A POWER
 BH1940'POLE, 11.6 METERS (38 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 12
 BH1940'METERS (39.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 BH1940'COLUMN, 7.6 METERS (25 FT) WEST OF THE CENTER OF EAST HILLCREST
 BH1940'BOULEVARD AND 5.8 METERS (19 FT) EAST OF THE CENTER OF WEST HILLCREST
 BH1940'BOULEVARD.
 BH1940'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BH1940'THE MARK IS 0.40 M BELOW THE HIGHWAY.
 BH1940
 BH1940                          STATION RECOVERY (2006)
 BH1940
 BH1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1940'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1941 ***********************************************************************
 BH1941  DESIGNATION -  52 V 134
 BH1941  PID         -  BH1941
 BH1941  STATE/COUNTY-  LA/ST TAMMANY
 BH1941  USGS QUAD   -  BUSH (1983)
 BH1941
 BH1941                         *CURRENT SURVEY CONTROL
 BH1941  ___________________________________________________________________
 BH1941* NAD 83(1986)-  30 30 28.     (N)    089 57 13.     (W)     SCALED    
 BH1941* NAVD 88     -        22.669  (meters)      74.37   (feet)  ADJUSTED  
 BH1941  ___________________________________________________________________
 BH1941  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BH1941  DYNAMIC HT  -          22.640 (meters)      74.28  (feet)  COMP
 BH1941  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 BH1941
 BH1941  VERT ORDER  -  SECOND    CLASS II
 BH1941
 BH1941.The horizontal coordinates were scaled from a topographic map and have
 BH1941.an estimated accuracy of +/- 6 seconds.
 BH1941
 BH1941.The orthometric height was determined by differential leveling
 BH1941.and adjusted by the National Geodetic Survey in February 1994..
 BH1941
 BH1941.The geoid height was determined by GEOID03.
 BH1941
 BH1941.The dynamic height is computed by dividing the NAVD 88
 BH1941.geopotential number by the normal gravity value computed on the
 BH1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1941.degrees latitude (g = 980.6199 gals.).
 BH1941
 BH1941.The modeled gravity was interpolated from observed gravity values.
 BH1941
 BH1941;                    North         East    Units  Estimated Accuracy
 BH1941;SPC LA S     -   223,350.    1,132,430.      MT  (+/- 180 meters Scaled)
 BH1941
 BH1941                          SUPERSEDED SURVEY CONTROL
 BH1941
 BH1941.No superseded survey control is available for this station.
 BH1941
 BH1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU165787(NAD 83)
 BH1941_MARKER: DD = SURVEY DISK
 BH1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1941_SP_SET: CONCRETE POST
 BH1941_STAMPING: 52V134 1983
 BH1941_MARK LOGO: LADH  
 BH1941_PROJECTION: FLUSH
 BH1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1941+STABILITY: SURFACE MOTION
 BH1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1941+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 BH1941
 BH1941  HISTORY     - Date     Condition        Report By
 BH1941  HISTORY     - 1983     MONUMENTED       LADTD
 BH1941  HISTORY     - 20060422 GOOD             NGS
 BH1941
 BH1941                          STATION DESCRIPTION
 BH1941
 BH1941'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1941'9.9 KM (5.7 MI) NE FROM ABITA SPRINGS.
 BH1941'9.9 KM (5.7 MI) NORTH ON STATE HIGHWAY 435 FROM THE JUNCTION OF
 BH1941'STATE HIGHWAYS 36 AND 435 IN ABITA SPRINGS TO THE MARK ON THE RIGHT,
 BH1941'43 METERS (141 FT) WEST-SOUTHWEST OF THE HILLCREST COUNTRY CLUB SIGN,
 BH1941'18.1 METERS (59.5 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER, 15.5 METERS
 BH1941'(51 FT) NORTH-NORTHWEST OF THE CENTER OF A PAVED STREET IN THE
 BH1941'HILLCREST SUB-DIVISION, 11.6 METERS (38 FT) WEST-SOUTHWEST OF A POWER
 BH1941'POLE, 9 METERS (29.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE HIGHWAY
 BH1941'AND 1.2 METERS (4 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER.
 BH1941'THE MARK IS 0.43 METERS  NE FROM A WITNESS POST.
 BH1941'THE MARK IS 0.24 M BELOW THE HIGHWAY.
 BH1941
 BH1941                          STATION RECOVERY (2006)
 BH1941
 BH1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1941'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1942 ***********************************************************************
 BH1942  DESIGNATION -  52 V 135
 BH1942  PID         -  BH1942
 BH1942  STATE/COUNTY-  LA/ST TAMMANY
 BH1942  USGS QUAD   -  BUSH (1983)
 BH1942
 BH1942                         *CURRENT SURVEY CONTROL
 BH1942  ___________________________________________________________________
 BH1942* NAD 83(1986)-  30 30 56.     (N)    089 56 33.     (W)     SCALED    
 BH1942* NAVD 88     -        22.432  (meters)      73.60   (feet)  ADJUSTED  
 BH1942  ___________________________________________________________________
 BH1942  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BH1942  DYNAMIC HT  -          22.403 (meters)      73.50  (feet)  COMP
 BH1942  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 BH1942
 BH1942  VERT ORDER  -  SECOND    CLASS II
 BH1942
 BH1942.The horizontal coordinates were scaled from a topographic map and have
 BH1942.an estimated accuracy of +/- 6 seconds.
 BH1942
 BH1942.The orthometric height was determined by differential leveling
 BH1942.and adjusted by the National Geodetic Survey in February 1994..
 BH1942
 BH1942.The geoid height was determined by GEOID03.
 BH1942
 BH1942.The dynamic height is computed by dividing the NAVD 88
 BH1942.geopotential number by the normal gravity value computed on the
 BH1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1942.degrees latitude (g = 980.6199 gals.).
 BH1942
 BH1942.The modeled gravity was interpolated from observed gravity values.
 BH1942
 BH1942;                    North         East    Units  Estimated Accuracy
 BH1942;SPC LA S     -   224,230.    1,133,490.      MT  (+/- 180 meters Scaled)
 BH1942
 BH1942                          SUPERSEDED SURVEY CONTROL
 BH1942
 BH1942.No superseded survey control is available for this station.
 BH1942
 BH1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU176795(NAD 83)
 BH1942_MARKER: DD = SURVEY DISK
 BH1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1942_SP_SET: CONCRETE POST
 BH1942_STAMPING: 52V135 1983
 BH1942_MARK LOGO: LADH  
 BH1942_PROJECTION: FLUSH
 BH1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1942+STABILITY: SURFACE MOTION
 BH1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1942+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 BH1942
 BH1942  HISTORY     - Date     Condition        Report By
 BH1942  HISTORY     - 1983     MONUMENTED       LADTD
 BH1942  HISTORY     - 20060423 GOOD             NGS
 BH1942
 BH1942                          STATION DESCRIPTION
 BH1942
 BH1942'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1942'7.9 KM (4.9 MI) WEST FROM TALISHEEK.
 BH1942'7.9 KM (4.9 MI) WEST ON STATE HIGHWAY 435 FROM THE JUNCTION OF
 BH1942'STATE HIGHWAYS 435 AND 41, JUST EAST OF TALISHEEK TO THE MARK ON THE
 BH1942'LEFT, 24.4 METERS (80 FT) EAST-SOUTHEAST OF A TELEPHONE PEDESTAL,
 BH1942'8.8 METERS (29 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 BH1942'8.2 METERS (27 FT) NORTHEAST OF A POWER POLE AND 6.4 METERS (21 FT)
 BH1942'WEST-NORTHWEST OF A 10-INCH PINE TREE.
 BH1942'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BH1942'THE MARK IS 0.49 M BELOW THE HIGHWAY.
 BH1942
 BH1942                          STATION RECOVERY (2006)
 BH1942
 BH1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1942'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1943 ***********************************************************************
 BH1943  DESIGNATION -  52 V 136
 BH1943  PID         -  BH1943
 BH1943  STATE/COUNTY-  LA/ST TAMMANY
 BH1943  USGS QUAD   -  BUSH (1983)
 BH1943
 BH1943                         *CURRENT SURVEY CONTROL
 BH1943  ___________________________________________________________________
 BH1943* NAD 83(1986)-  30 31 19.     (N)    089 55 45.     (W)     SCALED    
 BH1943* NAVD 88     -        24.859  (meters)      81.56   (feet)  ADJUSTED  
 BH1943  ___________________________________________________________________
 BH1943  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BH1943  DYNAMIC HT  -          24.826 (meters)      81.45  (feet)  COMP
 BH1943  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BH1943
 BH1943  VERT ORDER  -  SECOND    CLASS II
 BH1943
 BH1943.The horizontal coordinates were scaled from a topographic map and have
 BH1943.an estimated accuracy of +/- 6 seconds.
 BH1943
 BH1943.The orthometric height was determined by differential leveling
 BH1943.and adjusted by the National Geodetic Survey in February 1994..
 BH1943
 BH1943.The geoid height was determined by GEOID03.
 BH1943
 BH1943.The dynamic height is computed by dividing the NAVD 88
 BH1943.geopotential number by the normal gravity value computed on the
 BH1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1943.degrees latitude (g = 980.6199 gals.).
 BH1943
 BH1943.The modeled gravity was interpolated from observed gravity values.
 BH1943
 BH1943;                    North         East    Units  Estimated Accuracy
 BH1943;SPC LA S     -   224,950.    1,134,760.      MT  (+/- 180 meters Scaled)
 BH1943
 BH1943                          SUPERSEDED SURVEY CONTROL
 BH1943
 BH1943.No superseded survey control is available for this station.
 BH1943
 BH1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU189802(NAD 83)
 BH1943_MARKER: DD = SURVEY DISK
 BH1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1943_SP_SET: CONCRETE POST
 BH1943_STAMPING: 52V136 1983
 BH1943_MARK LOGO: LADH  
 BH1943_PROJECTION: FLUSH
 BH1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1943+STABILITY: SURFACE MOTION
 BH1943
 BH1943  HISTORY     - Date     Condition        Report By
 BH1943  HISTORY     - 1983     MONUMENTED       LADTD
 BH1943
 BH1943                          STATION DESCRIPTION
 BH1943
 BH1943'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1943'6.3 KM (3.9 MI) WSW FROM TALISHEEK.
 BH1943'6.3 KM (3.9 MI) WEST ON STATE HIGHWAY 435 FROM THE JUNCTION OF
 BH1943'STATE HIGHWAYS 41 AND 435 JUST EAST OF TALISHEED TO THE MARK ON THE
 BH1943'RIGHT, 24.1 METERS (79 FT) WEST-NORTHWEST OF A RUTHT-OF-WAY MARKER,
 BH1943'15.2 METERS (50 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER, 14 METERS
 BH1943'(46 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 7 METERS (23 FT) WEST-
 BH1943'NORATHWEST OF A RIGHT-OF-WAY MARKER AND 0.9 METER (3 FT) SOUTH-
 BH1943'SOUTHEAST OF A FENCE CORNER.
 BH1943'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BH1943'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1944 ***********************************************************************
 BH1944  DESIGNATION -  52 V 137
 BH1944  PID         -  BH1944
 BH1944  STATE/COUNTY-  LA/ST TAMMANY
 BH1944  USGS QUAD   -  BUSH (1983)
 BH1944
 BH1944                         *CURRENT SURVEY CONTROL
 BH1944  ___________________________________________________________________
 BH1944* NAD 83(1986)-  30 31 43.     (N)    089 55 01.     (W)     SCALED    
 BH1944* NAVD 88     -        32.310  (meters)     106.00   (feet)  ADJUSTED  
 BH1944  ___________________________________________________________________
 BH1944  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BH1944  DYNAMIC HT  -          32.268 (meters)     105.87  (feet)  COMP
 BH1944  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BH1944
 BH1944  VERT ORDER  -  SECOND    CLASS II
 BH1944
 BH1944.The horizontal coordinates were scaled from a topographic map and have
 BH1944.an estimated accuracy of +/- 6 seconds.
 BH1944
 BH1944.The orthometric height was determined by differential leveling
 BH1944.and adjusted by the National Geodetic Survey in February 1994..
 BH1944
 BH1944.The geoid height was determined by GEOID03.
 BH1944
 BH1944.The dynamic height is computed by dividing the NAVD 88
 BH1944.geopotential number by the normal gravity value computed on the
 BH1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1944.degrees latitude (g = 980.6199 gals.).
 BH1944
 BH1944.The modeled gravity was interpolated from observed gravity values.
 BH1944
 BH1944;                    North         East    Units  Estimated Accuracy
 BH1944;SPC LA S     -   225,700.    1,135,920.      MT  (+/- 180 meters Scaled)
 BH1944
 BH1944                          SUPERSEDED SURVEY CONTROL
 BH1944
 BH1944.No superseded survey control is available for this station.
 BH1944
 BH1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU201809(NAD 83)
 BH1944_MARKER: DD = SURVEY DISK
 BH1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1944_SP_SET: CONCRETE POST
 BH1944_STAMPING: 52V137 1983
 BH1944_MARK LOGO: LADH  
 BH1944_PROJECTION: FLUSH
 BH1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1944+STABILITY: SURFACE MOTION
 BH1944
 BH1944  HISTORY     - Date     Condition        Report By
 BH1944  HISTORY     - 1983     MONUMENTED       LADTD
 BH1944
 BH1944                          STATION DESCRIPTION
 BH1944
 BH1944'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1944'4.8 KM (3 MI) WSW FROM TALISHEEK.
 BH1944'4.8 KM (3 MI) WEST ON STATE HIGHWAY 435 FROM THE JUNCTION OF
 BH1944'STATE HIGHWAYS 41 AND 435 JUST EAST OF TALISHEEK TO THE MARK ON THE
 BH1944'RIGHT, 21.3 METERS (70 FT) NORTH-NORTHWEST OF A POWER POLE, 9.8 METERS
 BH1944'(32 FT) EAST-NORTHEAST OF THE CENTER OF A DRIVE, 9.1 METERS (30 FT)
 BH1944'NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.7 METERS (9 FT) EAST-
 BH1944'NORTHEAST OF AN ANCHOR POSE AND 2.4 METERS (8 FT) EAST-NORTHEAST OF A
 BH1944'RIGHT-OF-WAY MARKER.
 BH1944'THE MARK IS 0.30 METERS  ENE FROM A WITNESS POST.
 BH1944'THE MARK IS 1.83 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1945 ***********************************************************************
 BH1945  DESIGNATION -  52 V 138
 BH1945  PID         -  BH1945
 BH1945  STATE/COUNTY-  LA/ST TAMMANY
 BH1945  USGS QUAD   -  BUSH (1983)
 BH1945
 BH1945                         *CURRENT SURVEY CONTROL
 BH1945  ___________________________________________________________________
 BH1945* NAD 83(1986)-  30 32 04.     (N)    089 53 58.     (W)     SCALED    
 BH1945* NAVD 88     -        18.079  (meters)      59.31   (feet)  ADJUSTED  
 BH1945  ___________________________________________________________________
 BH1945  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BH1945  DYNAMIC HT  -          18.056 (meters)      59.24  (feet)  COMP
 BH1945  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BH1945
 BH1945  VERT ORDER  -  SECOND    CLASS II
 BH1945
 BH1945.The horizontal coordinates were scaled from a topographic map and have
 BH1945.an estimated accuracy of +/- 6 seconds.
 BH1945
 BH1945.The orthometric height was determined by differential leveling
 BH1945.and adjusted by the National Geodetic Survey in February 1994..
 BH1945
 BH1945.The geoid height was determined by GEOID03.
 BH1945
 BH1945.The dynamic height is computed by dividing the NAVD 88
 BH1945.geopotential number by the normal gravity value computed on the
 BH1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1945.degrees latitude (g = 980.6199 gals.).
 BH1945
 BH1945.The modeled gravity was interpolated from observed gravity values.
 BH1945
 BH1945;                    North         East    Units  Estimated Accuracy
 BH1945;SPC LA S     -   226,370.    1,137,600.      MT  (+/- 180 meters Scaled)
 BH1945
 BH1945                          SUPERSEDED SURVEY CONTROL
 BH1945
 BH1945.No superseded survey control is available for this station.
 BH1945
 BH1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU218815(NAD 83)
 BH1945_MARKER: DD = SURVEY DISK
 BH1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1945_SP_SET: CONCRETE POST
 BH1945_STAMPING: 52V138 1983
 BH1945_MARK LOGO: LADH  
 BH1945_PROJECTION: FLUSH
 BH1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1945+STABILITY: SURFACE MOTION
 BH1945
 BH1945  HISTORY     - Date     Condition        Report By
 BH1945  HISTORY     - 1983     MONUMENTED       LADTD
 BH1945
 BH1945                          STATION DESCRIPTION
 BH1945
 BH1945'DESCRIBED BY LA TRANSP AND DEV 1983
 BH1945'2.9 KM (1.8 MI) WEST FROM TALISHEEK.
 BH1945'2.9 KM (1.8 MI) WEST ON STATE HIGHWAY 435 FROM THE JUNCTION OF
 BH1945'STATE HIGHWAYS 435 AND 41 JUST EAST OF TALISHEEK, TO THE MARK ON THE
 BH1945'LEFT, 29.6 METERS (97 FT) EAST-SOUTHEAST OF THE CENTER OF A PRIVATE
 BH1945'DRIVE TO A FRAME HOUSE, 25.9 METERS (85 FT) EAST-SOUTHEAST OF THE EAST
 BH1945'END OF A CONCRETE CULVERT, 9.1 METERS (30 FT) SOUTH OF THE CENTER OF
 BH1945'THE HIGHWAY, 4.9 METERS (16 FT) EAST-SOUTHEAST OF A POWER POLE AND
 BH1945'4.9 METERS (16 FT) EAST-SOUTHEAST OF A FENCE CORNER POST.
 BH1945'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1945'THE MARK IS 0.46 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3977 ***********************************************************************
 BJ3977  DESIGNATION -  521
 BJ3977  PID         -  BJ3977
 BJ3977  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3977  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3977
 BJ3977                         *CURRENT SURVEY CONTROL
 BJ3977  ___________________________________________________________________
 BJ3977* NAD 83(1986)-  30 32 39.     (N)    091 09 36.     (W)     SCALED    
 BJ3977* NAVD 88     -        20.837  (meters)      68.36   (feet)  ADJUSTED  
 BJ3977  ___________________________________________________________________
 BJ3977  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3977  DYNAMIC HT  -          20.810 (meters)      68.27  (feet)  COMP
 BJ3977  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ3977
 BJ3977  VERT ORDER  -  SECOND    CLASS II
 BJ3977
 BJ3977.The horizontal coordinates were scaled from a topographic map and have
 BJ3977.an estimated accuracy of +/- 6 seconds.
 BJ3977
 BJ3977.The orthometric height was determined by differential leveling
 BJ3977.and adjusted by the National Geodetic Survey in February 1994..
 BJ3977
 BJ3977.The geoid height was determined by GEOID03.
 BJ3977
 BJ3977.The dynamic height is computed by dividing the NAVD 88
 BJ3977.geopotential number by the normal gravity value computed on the
 BJ3977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3977.degrees latitude (g = 980.6199 gals.).
 BJ3977
 BJ3977.The modeled gravity was interpolated from observed gravity values.
 BJ3977
 BJ3977;                    North         East    Units  Estimated Accuracy
 BJ3977;SPC LA S     -   226,600.    1,016,630.      MT  (+/- 180 meters Scaled)
 BJ3977
 BJ3977                          SUPERSEDED SURVEY CONTROL
 BJ3977
 BJ3977.No superseded survey control is available for this station.
 BJ3977
 BJ3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP765805(NAD 83)
 BJ3977_MARKER: DB = BENCH MARK DISK
 BJ3977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3977_SP_SET: CONCRETE POST
 BJ3977_STAMPING: 521 1959
 BJ3977_MARK LOGO: LA-033
 BJ3977_PROJECTION: FLUSH
 BJ3977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3977+STABILITY: SURFACE MOTION
 BJ3977
 BJ3977  HISTORY     - Date     Condition        Report By
 BJ3977  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3977  HISTORY     - 1987     GOOD             LA-033
 BJ3977
 BJ3977                          STATION DESCRIPTION
 BJ3977
 BJ3977'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3977'4.8 KM (3 MI) SSW FROM BAKER.
 BJ3977'FROM THE JUNCTION OF STATE HIGHWAY 19 AND THOMAS ROAD ABOUT 3.2 KM (2
 BJ3977'MI) SOUTH OF BAKER, GO EAST ON THOMAS ROAD 1.6 KM (1 MI) TO GIBBENS
 BJ3977'ROAD ON THE RIGHT AND ENTRANCE TO THE GREATER BATON ROUGE ZOO ON THE
 BJ3977'LEFT, GO SOUTH, RIGHT ON GIBBENS ROAD FOR 1.7 KM (1.05 MI) TO BLOUNT
 BJ3977'ROAD, GO WEST, RIGHT ON BLOUNT ROAD FOR 0.32 KM (0.2 MI) TO THE
 BJ3977'BEECHGROVE BAPTIST CHURCH AND THE BENCH MARK ON THE LEFT, 30.8 METERS
 BJ3977'(101 FT) WEST OF THE CENTER OF LIBERTY DRIVE, 16.5 METERS (54 FEET)
 BJ3977'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH BUILDING, 5.2
 BJ3977'METERS (17 FT) SOUTH OF THE CENTER OF BLOUNT ROAD AND 1.8 METERS (6
 BJ3977'FT) SOUTHEAST OF THE EAST END OF THE CONCRETE CULVERT UNDER DRIVEWAY
 BJ3977'TO CHURCH YARD.
 BJ3977'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ3977'THE MARK IS ABOVE LEVEL WITH BLOUNT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1180 ***********************************************************************
 BX1180  DESIGNATION -  5214 LAGS
 BX1180  PID         -  BX1180
 BX1180  STATE/COUNTY-  LA/VERNON
 BX1180  USGS QUAD   -  SIEPER (1978)
 BX1180
 BX1180                         *CURRENT SURVEY CONTROL
 BX1180  ___________________________________________________________________
 BX1180* NAD 83(1986)-  31 08 34.     (N)    092 49 56.     (W)     SCALED    
 BX1180* NAVD 88     -        55.85   (+/-2cm)     183.2    (feet)  VERTCON   
 BX1180  ___________________________________________________________________
 BX1180  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX1180
 BX1180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1180
 BX1180.The horizontal coordinates were scaled from a topographic map and have
 BX1180.an estimated accuracy of +/- 6 seconds.
 BX1180
 BX1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1180.The vertical order pertains to the NGVD 29 superseded value.
 BX1180
 BX1180.The geoid height was determined by GEOID03.
 BX1180
 BX1180;                    North         East    Units  Estimated Accuracy
 BX1180;SPC LA N     -    71,320.      968,320.      MT  (+/- 180 meters Scaled)
 BX1180
 BX1180                          SUPERSEDED SURVEY CONTROL
 BX1180
 BX1180  NGVD 29 (??/??/??)   55.874  (m)          183.31   (f) ADJUSTED    2 0
 BX1180
 BX1180.Superseded values are not recommended for survey control.
 BX1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1180.See file dsdata.txt to determine how the superseded data were derived.
 BX1180
 BX1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ159454(NAD 83)
 BX1180_MARKER: DD = SURVEY DISK
 BX1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1180_STAMPING: 5214
 BX1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1180+STABILITY: SURFACE MOTION
 BX1180
 BX1180  HISTORY     - Date     Condition        Report By
 BX1180  HISTORY     - UNK      MONUMENTED       LAGS
 BX1180  HISTORY     - 1961     GOOD             CGS
 BX1180  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1180  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1180
 BX1180                          STATION DESCRIPTION
 BX1180
 BX1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1180'5.5 MI W FROM HINESTON.
 BX1180'ABOUT 5.5 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF THE
 BX1180'HIGHWAY AND STATE HIGHWAY 112 AT HINESTON, IN SECTION 13, T 2 N, R 5
 BX1180'W, 0.3 MILE WEST OF THE RAPIDES-VERNON PARISH LINE, NORTH OF AND
 BX1180'ACROSS THE HIGHWAY FROM A FARMHOUSE, 35 FEET NORTH OF THE CENTER LINE
 BX1180'OF THE HIGHWAY, 88 FEET NORTHEAST OF A 26-INCH OAK TREE IN THE
 BX1180'FARMYARD, 26 FEET EAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY, 26
 BX1180'FEET WEST OF A 16-INCH PINE TREE, 11 1/2 FEET SOUTH OF A FENCE, 4.5
 BX1180'FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 BX1180'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BX1180
 BX1180                          STATION RECOVERY (1994)
 BX1180
 BX1180'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1180'MARK NOT FOUND.
 BX1180
 BX1180                          STATION RECOVERY (2001)
 BX1180
 BX1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1180'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3188 ***********************************************************************
 DH3188  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3188  DESIGNATION -  521+78.35=GPLDA 520
 DH3188  PID         -  DH3188
 DH3188  STATE/COUNTY-  LA/PLAQUEMINES
 DH3188  USGS QUAD   -  BERTRANDVILLE (1992)
 DH3188
 DH3188                         *CURRENT SURVEY CONTROL
 DH3188  ___________________________________________________________________
 DH3188* NAD 83(1992)-  29 47 48.24309(N)    090 00 17.73170(W)     ADJUSTED  
 DH3188* NAVD 88     -         5.07 **(meters)      16.6  **(feet)  GPS OBS(2004.65)
 DH3188  **This station is located in a subsidence area (see below).
 DH3188  ___________________________________________________________________
 DH3188  X           -       -,476.204 (meters)                     COMP
 DH3188  Y           -  -5,539,470.300 (meters)                     COMP
 DH3188  Z           -   3,150,830.194 (meters)                     COMP
 DH3188  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DH3188  ELLIP HEIGHT-         -20.47  (meters)          (05/09/05) GPS OBS
 DH3188  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DH3188
 DH3188  HORZ ORDER  -  B
 DH3188  ELLP ORDER  -  FOURTH    CLASS II
 DH3188
 DH3188.The horizontal coordinates were established by GPS observations
 DH3188.and adjusted by the National Geodetic Survey in May 2005..
 DH3188
 DH3188 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3188 ** and geoid heights are valid at the date of observation. These heights
 DH3188 ** must always be validated when used as control.
 DH3188 ** The orthometric height was determined by GPS observations using
 DH3188 ** precise GPS observation and processing techniques and a new
 DH3188 ** realization of GEOID03. It supersedes the leveled height previously
 DH3188 ** determined for this station.
 DH3188 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3188 ** epoch indicated which incorporates improved geoid heights for the
 DH3188 ** Southern Louisiana Subsidence area.
 DH3188 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3188.The orthometric height was determined by GPS observations and a
 DH3188.high-resolution geoid model using precise GPS observation and
 DH3188.processing techniques.
 DH3188
 DH3188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3188
 DH3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3188
 DH3188.The ellipsoidal height was determined by GPS observations
 DH3188.and is referenced to NAD 83.
 DH3188
 DH3188.The geoid height was determined by GEOID03.
 DH3188
 DH3188;                    North         East     Units Scale Factor Converg.
 DH3188;SPC LA S     -   144,480.270 1,128,421.932   MT  0.99993205   +0 39 51.2
 DH3188;SPC LA S     -   474,015.69  3,702,164.29   sFT  0.99993205   +0 39 51.2
 DH3188;UTM  15      - 3,300,024.712   789,522.100   MT  1.00063436   +1 29 21.7
 DH3188;UTM  16      - 3,300,049.523   209,525.203   MT  1.00064118   -1 29 39.4
 DH3188
 DH3188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3188!SPC LA S     -   1.00000321  x   0.99993205  =   0.99993526
 DH3188!UTM  15      -   1.00000321  x   1.00063436  =   1.00063758
 DH3188!UTM  16      -   1.00000321  x   1.00064118  =   1.00064440
 DH3188
 DH3188                          SUPERSEDED SURVEY CONTROL
 DH3188
 DH3188.No superseded survey control is available for this station.
 DH3188
 DH3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8952200025(NAD 83)
 DH3188_MARKER: DD = SURVEY DISK
 DH3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3188_STAMPING: GPLDA 52D
 DH3188_PROJECTION: RECESSED 0 CENTIMETERS
 DH3188_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3188+STABILITY: SURFACE MOTION
 DH3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3188+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 DH3188
 DH3188  HISTORY     - Date     Condition        Report By
 DH3188  HISTORY     - UNK      MONUMENTED       USACE
 DH3188  HISTORY     - 20030204 GOOD             3001
 DH3188
 DH3188                          STATION DESCRIPTION
 DH3188
 DH3188'DESCRIBED BY 3001, INC 2003 (JP)
 DH3188'THE STATION IS LOCATED IN PLAQUEMINES PARISH APPROX. 4 MILES SOUTHWEST
 DH3188'OF BELLE CHASSE  FERRY IN SCARSDALE, LA AND 1.65 MILES NORTHEAST OF
 DH3188'BERTRANDVILLE, LA 4.15 MILES SOUTH OF BELLE CHASSE.
 DH3188' 
 DH3188'OWNERSHIP- COE
 DH3188' 
 DH3188'TO REACH THE STATION FROM THEINTERSECTION OF HWY 39 AND THE BELLE
 DH3188'CHASSE FERYY  LANDING IN SCARSDALE, LA PROCEED SOUTHWEST ON HWT 39 4
 DH3188'MILES TO MONUMENT ON TOP OF  MISSISSIPPI RIVER LEVEE ON THE RIGHT.
 DH3188' 
 DH3188'THE STATION IS 3.5IN ROUND COE BRASS CAP SET IN CONCRETE, 0.5' BELOW
 DH3188'THE TOP OF LEVEE, 8'  EST OF THE TOP OF CONCRETE SLOPE PAVING IN THE
 DH3188'CENTERLINE OF THE LEVEE. STAMPED GPLDA 52 D 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3976 ***********************************************************************
 BJ3976  DESIGNATION -  522
 BJ3976  PID         -  BJ3976
 BJ3976  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3976  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3976
 BJ3976                         *CURRENT SURVEY CONTROL
 BJ3976  ___________________________________________________________________
 BJ3976* NAD 83(1986)-  30 32 38.     (N)    091 09 06.     (W)     SCALED    
 BJ3976* NAVD 88     -        21.168  (meters)      69.45   (feet)  ADJUSTED  
 BJ3976  ___________________________________________________________________
 BJ3976  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3976  DYNAMIC HT  -          21.140 (meters)      69.36  (feet)  COMP
 BJ3976  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ3976
 BJ3976  VERT ORDER  -  SECOND    CLASS II
 BJ3976
 BJ3976.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ3976
 BJ3976.The horizontal coordinates were scaled from a topographic map and have
 BJ3976.an estimated accuracy of +/- 6 seconds.
 BJ3976
 BJ3976.The orthometric height was determined by differential leveling
 BJ3976.and adjusted by the National Geodetic Survey in February 1994..
 BJ3976
 BJ3976.The geoid height was determined by GEOID03.
 BJ3976
 BJ3976.The dynamic height is computed by dividing the NAVD 88
 BJ3976.geopotential number by the normal gravity value computed on the
 BJ3976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3976.degrees latitude (g = 980.6199 gals.).
 BJ3976
 BJ3976.The modeled gravity was interpolated from observed gravity values.
 BJ3976
 BJ3976;                    North         East    Units  Estimated Accuracy
 BJ3976;SPC LA S     -   226,570.    1,017,430.      MT  (+/- 180 meters Scaled)
 BJ3976
 BJ3976                          SUPERSEDED SURVEY CONTROL
 BJ3976
 BJ3976.No superseded survey control is available for this station.
 BJ3976
 BJ3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP773805(NAD 83)
 BJ3976_MARKER: DB = BENCH MARK DISK
 BJ3976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3976_SP_SET: CONCRETE POST
 BJ3976_STAMPING: 522 1959
 BJ3976_MARK LOGO: LA-033
 BJ3976_PROJECTION: RECESSED 10 CENTIMETERS
 BJ3976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3976+STABILITY: SURFACE MOTION
 BJ3976
 BJ3976  HISTORY     - Date     Condition        Report By
 BJ3976  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3976  HISTORY     - 1987     GOOD             LA-033
 BJ3976
 BJ3976                          STATION DESCRIPTION
 BJ3976
 BJ3976'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3976'1.6 KM (1 MI) SW FROM BROWNSFIELD.
 BJ3976'FROM THE INTERSECTION OF BLOUNT ROAD AND STATE HIGHWAY 67 (PLANK
 BJ3976'ROAD) ABOUT 0.8 KM (0.5 MI) SOUTH OF BROWNSFIELD AND AT THE NORTHEAST
 BJ3976'CORNER OF THE RYAN AIRPORT, GO WEST ON BLOUNT ROAD 1.3 KM (0.8 MI) TO
 BJ3976'DEVALL ROAD AND THE BENCH MARK ON THE RIGHT, 21.9 METERS (72 FT)
 BJ3976'SOUTH OF THE SOUTHWEST CARPORT COLUMN ATTACHED TO A BRICK HOUSE, 13.4
 BJ3976'METERS (44 FT) EAST OF A POWER POLE, 8.5 METERS (28 FT) EAST OF THE
 BJ3976'CENTERLINE OF DEVALL ROAD AND 6.4 METERS (21 FT) NORTH OF THE
 BJ3976'CENTERLINE OF BLOUNT ROAD.
 BJ3976'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3976'THE MARK IS ABOVE LEVEL WITH BLOUNT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3975 ***********************************************************************
 BJ3975  DESIGNATION -  523
 BJ3975  PID         -  BJ3975
 BJ3975  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3975  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3975
 BJ3975                         *CURRENT SURVEY CONTROL
 BJ3975  ___________________________________________________________________
 BJ3975* NAD 83(1986)-  30 32 28.     (N)    091 08 42.     (W)     SCALED    
 BJ3975* NAVD 88     -        20.011  (meters)      65.65   (feet)  ADJUSTED  
 BJ3975  ___________________________________________________________________
 BJ3975  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3975  DYNAMIC HT  -          19.985 (meters)      65.57  (feet)  COMP
 BJ3975  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BJ3975
 BJ3975  VERT ORDER  -  SECOND    CLASS II
 BJ3975
 BJ3975.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ3975
 BJ3975.The horizontal coordinates were scaled from a topographic map and have
 BJ3975.an estimated accuracy of +/- 6 seconds.
 BJ3975
 BJ3975.The orthometric height was determined by differential leveling
 BJ3975.and adjusted by the National Geodetic Survey in February 1994..
 BJ3975
 BJ3975.The geoid height was determined by GEOID03.
 BJ3975
 BJ3975.The dynamic height is computed by dividing the NAVD 88
 BJ3975.geopotential number by the normal gravity value computed on the
 BJ3975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3975.degrees latitude (g = 980.6199 gals.).
 BJ3975
 BJ3975.The modeled gravity was interpolated from observed gravity values.
 BJ3975
 BJ3975;                    North         East    Units  Estimated Accuracy
 BJ3975;SPC LA S     -   226,260.    1,018,070.      MT  (+/- 180 meters Scaled)
 BJ3975
 BJ3975                          SUPERSEDED SURVEY CONTROL
 BJ3975
 BJ3975.No superseded survey control is available for this station.
 BJ3975
 BJ3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP779802(NAD 83)
 BJ3975_MARKER: DB = BENCH MARK DISK
 BJ3975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3975_SP_SET: CONCRETE POST
 BJ3975_STAMPING: 523 1959
 BJ3975_MARK LOGO: LA-033
 BJ3975_PROJECTION: FLUSH
 BJ3975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3975+STABILITY: SURFACE MOTION
 BJ3975
 BJ3975  HISTORY     - Date     Condition        Report By
 BJ3975  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3975  HISTORY     - 1987     GOOD             LA-033
 BJ3975
 BJ3975                          STATION DESCRIPTION
 BJ3975
 BJ3975'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3975'1.9 KM (1.2 MI) SSW FROM BROWNSFIELD.
 BJ3975'FROM THE INTERSECTION OF BLOUNT ROAD AND STATE HIGHWAY 67 (PLANK
 BJ3975'ROAD) ABOUT 0.8 KM (0.5 MI) SOUTH OF BROWNSFIELD AND AT THE NORTHEAST
 BJ3975'CORNER OF THE RYAN AIRPORT, GO WEST ON BLOUNT ROAD 0.7 KM (0.45 MI)
 BJ3975'TO HOLLIER ROAD ON THE LEFT, GO SOUTH, LEFT ON HOLLIER ROAD FOR 0.5
 BJ3975'KM (0.  MI) TO CAMPELL DRIVE ON THE LEFT AND THE BENCH MARK 12.8
 BJ3975'METERS (42 FT) EAST OF THE CENTER OF HOLLIER ROAD, 18.9 METERS (62
 BJ3975'FT) WEST OF A POWER POLE WITH LAMP ATTACHED, 7.3 METERS (24 FT) EAST
 BJ3975'OF A POWER POLE, 4.6 METERS (15 FT) NORTH OF THE CENTER OF CAMPELL
 BJ3975'DRIVE AND 0.9 METERS (3 FT) SOUTH OF A CHAIN LINK FENCE.
 BJ3975'THE MARK IS 0.90 METERS  S FROM A WITNESS POST.
 BJ3975'THE MARK IS ABOVE LEVEL WITH CAMPELL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2017 ***********************************************************************
 BX2017  DESIGNATION -  5255 LAGS
 BX2017  PID         -  BX2017
 BX2017  STATE/COUNTY-  LA/VERNON
 BX2017  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2017
 BX2017                         *CURRENT SURVEY CONTROL
 BX2017  ___________________________________________________________________
 BX2017* NAD 83(1986)-  31 11 40.     (N)    093 03 51.     (W)     SCALED    
 BX2017* NAVD 88     -        80.14   (+/-2cm)     262.9    (feet)  VERTCON   
 BX2017  ___________________________________________________________________
 BX2017  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX2017
 BX2017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2017
 BX2017.The horizontal coordinates were scaled from a topographic map and have
 BX2017.an estimated accuracy of +/- 6 seconds.
 BX2017
 BX2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2017.The vertical order pertains to the NGVD 29 superseded value.
 BX2017
 BX2017.The geoid height was determined by GEOID03.
 BX2017
 BX2017;                    North         East    Units  Estimated Accuracy
 BX2017;SPC LA N     -    77,140.      946,230.      MT  (+/- 180 meters Scaled)
 BX2017
 BX2017                          SUPERSEDED SURVEY CONTROL
 BX2017
 BX2017  NGVD 29 (??/??/??)   80.196  (m)          263.11   (f) ADJUSTED    2 0
 BX2017
 BX2017.Superseded values are not recommended for survey control.
 BX2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2017.See file dsdata.txt to determine how the superseded data were derived.
 BX2017
 BX2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ938511(NAD 83)
 BX2017_MARKER: DD = SURVEY DISK
 BX2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2017_STAMPING: 5255
 BX2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2017+STABILITY: SURFACE MOTION
 BX2017
 BX2017  HISTORY     - Date     Condition        Report By
 BX2017  HISTORY     - UNK      MONUMENTED       LAGS
 BX2017  HISTORY     - 1961     GOOD             CGS
 BX2017  HISTORY     - 1974     POOR             USGS
 BX2017  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2017  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2017
 BX2017                          STATION DESCRIPTION
 BX2017
 BX2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2017'3.9 MI E FROM SLAGLE.
 BX2017'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2017'AND STORE AT SLAGLE, THENCE 3.35 MILES EAST ALONG STATE HIGHWAY 1214,
 BX2017'IN SECTION 35, T 3 N, R 7 W, 148 YARDS EAST OF THE NORTHEAST CORNER OF
 BX2017'A WOODEN BRIDGE OVER YELLOW DOG BRANCH, 28 1/2 FEET NORTH OF THE
 BX2017'CENTER LINE OF THE HIGHWAY, 67 FEET EAST OF A CORNER FENCE POST, 31
 BX2017'1/2 FEET EAST OF A BRACED POWER POLE, 3 1/2 FEET SOUTH OF A FENCE ON
 BX2017'THE NORTH SIDE OF THE HIGHWAY, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 BX2017'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ON
 BX2017'THE SOUTH SIDE.  NOTE-- PART OF THE TOP OF THE CONCRETE POST IS
 BX2017'MISSING.
 BX2017
 BX2017                          STATION RECOVERY (1974)
 BX2017
 BX2017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BX2017'MARK RECOVERED IN POOR CONDITION.
 BX2017
 BX2017                          STATION RECOVERY (1994)
 BX2017
 BX2017'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2017'MARK NOT FOUND.
 BX2017
 BX2017                          STATION RECOVERY (2001)
 BX2017
 BX2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2017'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2018 ***********************************************************************
 BX2018  DESIGNATION -  5256 LAGS
 BX2018  PID         -  BX2018
 BX2018  STATE/COUNTY-  LA/VERNON
 BX2018  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2018
 BX2018                         *CURRENT SURVEY CONTROL
 BX2018  ___________________________________________________________________
 BX2018* NAD 83(1986)-  31 11 43.     (N)    093 04 05.     (W)     SCALED    
 BX2018* NAVD 88     -        80.31   (+/-2cm)     263.5    (feet)  VERTCON   
 BX2018  ___________________________________________________________________
 BX2018  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX2018
 BX2018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2018
 BX2018.The horizontal coordinates were scaled from a topographic map and have
 BX2018.an estimated accuracy of +/- 6 seconds.
 BX2018
 BX2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2018.The vertical order pertains to the NGVD 29 superseded value.
 BX2018
 BX2018.The geoid height was determined by GEOID03.
 BX2018
 BX2018;                    North         East    Units  Estimated Accuracy
 BX2018;SPC LA N     -    77,230.      945,860.      MT  (+/- 180 meters Scaled)
 BX2018
 BX2018                          SUPERSEDED SURVEY CONTROL
 BX2018
 BX2018  NGVD 29 (??/??/??)   80.366  (m)          263.67   (f) ADJUSTED    2 0
 BX2018
 BX2018.Superseded values are not recommended for survey control.
 BX2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2018.See file dsdata.txt to determine how the superseded data were derived.
 BX2018
 BX2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ935512(NAD 83)
 BX2018_MARKER: DD = SURVEY DISK
 BX2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2018_STAMPING: 5256
 BX2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2018+STABILITY: SURFACE MOTION
 BX2018
 BX2018  HISTORY     - Date     Condition        Report By
 BX2018  HISTORY     - UNK      MONUMENTED       LAGS
 BX2018  HISTORY     - 1961     GOOD             CGS
 BX2018  HISTORY     - 1974     POOR             USGS
 BX2018  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2018  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2018
 BX2018                          STATION DESCRIPTION
 BX2018
 BX2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2018'3.75 MI E FROM SLAGLE.
 BX2018'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2018'AND STORE AT SLAGLE, THENCE 3.2 MILES EAST ALONG STATE HIGHWAY 1214,
 BX2018'IN SECTION 34, T 3 N, R 7 W, 0.1 MILE WEST OF A WOODEN BRIDGE, 36 FEET
 BX2018'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 112 FEET SOUTHWEST OF AND
 BX2018'ACROSS THE HIGHWAY FROM A POWER POLE, 3.0 FEET NORTH OF A CONCRETE
 BX2018'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 BX2018'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- THE CAP IS
 BX2018'IN PLACE BUT THE TOP OF CONCRETE POST IS MISSING.
 BX2018
 BX2018                          STATION RECOVERY (1974)
 BX2018
 BX2018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BX2018'MARK RECOVERED IN POOR CONDITION.
 BX2018
 BX2018                          STATION RECOVERY (1994)
 BX2018
 BX2018'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2018'MARK NOT FOUND.
 BX2018
 BX2018                          STATION RECOVERY (2001)
 BX2018
 BX2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2018'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2020 ***********************************************************************
 BX2020  DESIGNATION -  5261 LAGS
 BX2020  PID         -  BX2020
 BX2020  STATE/COUNTY-  LA/VERNON
 BX2020  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2020
 BX2020                         *CURRENT SURVEY CONTROL
 BX2020  ___________________________________________________________________
 BX2020* NAD 83(1986)-  31 11 48.     (N)    093 05 27.     (W)     SCALED    
 BX2020* NAVD 88     -        82.10   (+/-2cm)     269.4    (feet)  VERTCON   
 BX2020  ___________________________________________________________________
 BX2020  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX2020
 BX2020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2020
 BX2020.The horizontal coordinates were scaled from a topographic map and have
 BX2020.an estimated accuracy of +/- 6 seconds.
 BX2020
 BX2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2020.The vertical order pertains to the NGVD 29 superseded value.
 BX2020
 BX2020.The geoid height was determined by GEOID03.
 BX2020
 BX2020;                    North         East    Units  Estimated Accuracy
 BX2020;SPC LA N     -    77,400.      943,690.      MT  (+/- 180 meters Scaled)
 BX2020
 BX2020                          SUPERSEDED SURVEY CONTROL
 BX2020
 BX2020  NGVD 29 (??/??/??)   82.168  (m)          269.58   (f) ADJUSTED    2 0
 BX2020
 BX2020.Superseded values are not recommended for survey control.
 BX2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2020.See file dsdata.txt to determine how the superseded data were derived.
 BX2020
 BX2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ913514(NAD 83)
 BX2020_MARKER: DD = SURVEY DISK
 BX2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2020_STAMPING: 5261
 BX2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2020+STABILITY: SURFACE MOTION
 BX2020
 BX2020  HISTORY     - Date     Condition        Report By
 BX2020  HISTORY     - UNK      MONUMENTED       LAGS
 BX2020  HISTORY     - 1961     GOOD             CGS
 BX2020  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2020  HISTORY     - 20010331 GOOD             NGS
 BX2020
 BX2020                          STATION DESCRIPTION
 BX2020
 BX2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2020'2.3 MI E FROM SLAGLE.
 BX2020'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2020'AND STORE AT SLAGLE, THENCE 1.75 MILES EAST ALONG STATE HIGHWAY 1214,
 BX2020'IN SECTION 35, T 3 N, R 7 W, 0.1 MILE EAST OF A SMALL KNOLL, 32 FEET
 BX2020'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 285 FEET EAST OF THE CENTER
 BX2020'LINE OF A ROAD LEADING SOUTHWEST, 66 FEET SOUTH OF AND ACROSS THE
 BX2020'HIGHWAY FROM A POWER POLE, 5 FEET EAST OF A BRACE POLE, 4 FEET NORTH
 BX2020'OF A FENCE, 2.8 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT
 BX2020'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX2020'PROJECTING 1 1/2 FEET ON THE NORTH SIDE.
 BX2020
 BX2020                          STATION RECOVERY (1994)
 BX2020
 BX2020'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2020'MARK NOT FOUND.
 BX2020
 BX2020                          STATION RECOVERY (2001)
 BX2020
 BX2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2020'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2021 ***********************************************************************
 BX2021  DESIGNATION -  5265 LAGS
 BX2021  PID         -  BX2021
 BX2021  STATE/COUNTY-  LA/VERNON
 BX2021  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2021
 BX2021                         *CURRENT SURVEY CONTROL
 BX2021  ___________________________________________________________________
 BX2021* NAD 83(1986)-  31 12 05.     (N)    093 06 26.     (W)     SCALED    
 BX2021* NAVD 88     -        94.50   (+/-2cm)     310.0    (feet)  VERTCON   
 BX2021  ___________________________________________________________________
 BX2021  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX2021
 BX2021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2021
 BX2021.The horizontal coordinates were scaled from a topographic map and have
 BX2021.an estimated accuracy of +/- 6 seconds.
 BX2021
 BX2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2021.The vertical order pertains to the NGVD 29 superseded value.
 BX2021
 BX2021.The geoid height was determined by GEOID03.
 BX2021
 BX2021;                    North         East    Units  Estimated Accuracy
 BX2021;SPC LA N     -    77,930.      942,130.      MT  (+/- 180 meters Scaled)
 BX2021
 BX2021                          SUPERSEDED SURVEY CONTROL
 BX2021
 BX2021  NGVD 29 (??/??/??)   94.566  (m)          310.26   (f) ADJUSTED    2 0
 BX2021
 BX2021.Superseded values are not recommended for survey control.
 BX2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2021.See file dsdata.txt to determine how the superseded data were derived.
 BX2021
 BX2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ897519(NAD 83)
 BX2021_MARKER: DD = SURVEY DISK
 BX2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2021_STAMPING: 5265
 BX2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2021+STABILITY: SURFACE MOTION
 BX2021
 BX2021  HISTORY     - Date     Condition        Report By
 BX2021  HISTORY     - UNK      MONUMENTED       LAGS
 BX2021  HISTORY     - 1961     GOOD             CGS
 BX2021  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2021  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2021
 BX2021                          STATION DESCRIPTION
 BX2021
 BX2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2021'1.25 MI E FROM SLAGLE.
 BX2021'ABOUT 0.55 MI NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AND
 BX2021'STORE AT SLAGLE, THENCE 0.7 MILE EAST ALONG STATE HIGHWAY 1214, IN
 BX2021'SECTION 32, T 3 N, R 7 W, 0.3 MILE EAST OF A CURVE IN THE HIGHWAY,
 BX2021'0.15 MILE WEST OF A FARMHOUSE ON THE SOUTH SIDE OF THE HIGHWAY, ON THE
 BX2021'CREST OF A SLIGHT KNOLL, 35 FEET SOUTH OF THE CENTER LINE OF THE
 BX2021'HIGHWAY, 97 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A POWER
 BX2021'POLE, 2.0 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 3 1/2 FEET ABOVE
 BX2021'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX2021'PROJECTING 5 INCHES.
 BX2021
 BX2021                          STATION RECOVERY (1994)
 BX2021
 BX2021'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2021'MARK NOT FOUND.
 BX2021
 BX2021                          STATION RECOVERY (2001)
 BX2021
 BX2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2021'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2022 ***********************************************************************
 BX2022  DESIGNATION -  5267 LAGS
 BX2022  PID         -  BX2022
 BX2022  STATE/COUNTY-  LA/VERNON
 BX2022  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2022
 BX2022                         *CURRENT SURVEY CONTROL
 BX2022  ___________________________________________________________________
 BX2022* NAD 83(1986)-  31 12 14.     (N)    093 06 58.     (W)     SCALED    
 BX2022* NAVD 88     -        87.30   (+/-2cm)     286.4    (feet)  VERTCON   
 BX2022  ___________________________________________________________________
 BX2022  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX2022
 BX2022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2022
 BX2022.The horizontal coordinates were scaled from a topographic map and have
 BX2022.an estimated accuracy of +/- 6 seconds.
 BX2022
 BX2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2022.The vertical order pertains to the NGVD 29 superseded value.
 BX2022
 BX2022.The geoid height was determined by GEOID03.
 BX2022
 BX2022;                    North         East    Units  Estimated Accuracy
 BX2022;SPC LA N     -    78,210.      941,290.      MT  (+/- 180 meters Scaled)
 BX2022
 BX2022                          SUPERSEDED SURVEY CONTROL
 BX2022
 BX2022  NGVD 29 (??/??/??)   87.369  (m)          286.64   (f) ADJUSTED    2 0
 BX2022
 BX2022.Superseded values are not recommended for survey control.
 BX2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2022.See file dsdata.txt to determine how the superseded data were derived.
 BX2022
 BX2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ889522(NAD 83)
 BX2022_MARKER: DD = SURVEY DISK
 BX2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2022_STAMPING: 5267
 BX2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2022+STABILITY: SURFACE MOTION
 BX2022
 BX2022  HISTORY     - Date     Condition        Report By
 BX2022  HISTORY     - UNK      MONUMENTED       LAGS
 BX2022  HISTORY     - 1961     GOOD             CGS
 BX2022  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2022  HISTORY     - 20010331 GOOD             NGS
 BX2022
 BX2022                          STATION DESCRIPTION
 BX2022
 BX2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2022'0.75 MI NE FROM SLAGLE.
 BX2022'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2022'AND STORE AT SLAGLE, THENCE 0.2 MILE EAST ALONG STATE HIGHWAY 1214, IN
 BX2022'SECTION 32, T 3 N, R 7 W, ON A SLIGHT KNOLL, SOUTHEAST OF AND ACROSS
 BX2022'THE HIGHWAY FROM A FARMHOUSE, 33 FEET SOUTH OF THE CENTER LINE OF THE
 BX2022'HIGHWAY, 47 FEET NORTHEAST OF A POWER POLE WITH A LINE CROSSING OVER
 BX2022'THE HIGHWAY, 25 1/2 FEET EAST OF A TELEPHONE POLE, 5 1/2 FEET NORTH OF
 BX2022'A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 BX2022'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BX2022'1 INCH.
 BX2022
 BX2022                          STATION RECOVERY (1994)
 BX2022
 BX2022'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2022'MARK NOT FOUND.
 BX2022
 BX2022                          STATION RECOVERY (2001)
 BX2022
 BX2022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2022'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1940 ***********************************************************************
 BX1940  DESIGNATION -  5270 LAGS
 BX1940  PID         -  BX1940
 BX1940  STATE/COUNTY-  LA/VERNON
 BX1940  USGS QUAD   -  SLAGLE (1974)
 BX1940
 BX1940                         *CURRENT SURVEY CONTROL
 BX1940  ___________________________________________________________________
 BX1940* NAD 83(1986)-  31 12 07.     (N)    093 07 45.     (W)     SCALED    
 BX1940* NAVD 88     -        89.10   (+/-2cm)     292.3    (feet)  VERTCON   
 BX1940  ___________________________________________________________________
 BX1940  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX1940
 BX1940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1940
 BX1940.The horizontal coordinates were scaled from a topographic map and have
 BX1940.an estimated accuracy of +/- 6 seconds.
 BX1940
 BX1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1940.The vertical order pertains to the NGVD 29 superseded value.
 BX1940
 BX1940.The geoid height was determined by GEOID03.
 BX1940
 BX1940;                    North         East    Units  Estimated Accuracy
 BX1940;SPC LA N     -    78,000.      940,040.      MT  (+/- 180 meters Scaled)
 BX1940
 BX1940                          SUPERSEDED SURVEY CONTROL
 BX1940
 BX1940  NGVD 29 (??/??/??)   89.169  (m)          292.55   (f) ADJUSTED    2 0
 BX1940
 BX1940.Superseded values are not recommended for survey control.
 BX1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1940.See file dsdata.txt to determine how the superseded data were derived.
 BX1940
 BX1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ876519(NAD 83)
 BX1940_MARKER: DD = SURVEY DISK
 BX1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1940_STAMPING: 5270
 BX1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1940+STABILITY: SURFACE MOTION
 BX1940
 BX1940  HISTORY     - Date     Condition        Report By
 BX1940  HISTORY     - UNK      MONUMENTED       LAGS
 BX1940  HISTORY     - 1961     GOOD             CGS
 BX1940  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1940  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1940
 BX1940                          STATION DESCRIPTION
 BX1940
 BX1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1940'0.1 MI SW FROM SLAGLE.
 BX1940'ABOUT 0.1 MILE WEST OF THE SOUTHWEST CORNER OF THE POST OFFICE AND
 BX1940'STORE AT SLAGLE, IN SECTION 31, T 3 N, R 8 W, 49 FEET SOUTH OF THE
 BX1940'CENTER LINE OF STATE HIGHWAY 8, 17 FEET SOUTH OF A 27-INCH PINE TREE,
 BX1940'1/2 FOOT WEST OF A YARD FENCE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 BX1940'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BX1940
 BX1940                          STATION RECOVERY (1994)
 BX1940
 BX1940'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1940'MARK NOT FOUND.
 BX1940
 BX1940                          STATION RECOVERY (2001)
 BX1940
 BX1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1940'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1942 ***********************************************************************
 BX1942  DESIGNATION -  5274
 BX1942  PID         -  BX1942
 BX1942  STATE/COUNTY-  LA/VERNON
 BX1942  USGS QUAD   -  SLAGLE (1974)
 BX1942
 BX1942                         *CURRENT SURVEY CONTROL
 BX1942  ___________________________________________________________________
 BX1942* NAD 83(1992)-  31 11 32.67443(N)    093 08 23.39503(W)     ADJUSTED  
 BX1942* NAVD 88     -        97.47   (+/-2cm)     319.8    (feet)  VERTCON   
 BX1942  ___________________________________________________________________
 BX1942  X           -    -299,117.126 (meters)                     COMP
 BX1942  Y           -  -5,452,836.319 (meters)                     COMP
 BX1942  Z           -   3,284,197.566 (meters)                     COMP
 BX1942  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 BX1942  ELLIP HEIGHT-          71.19  (meters)          (01/21/93) GPS OBS
 BX1942  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BX1942
 BX1942  HORZ ORDER  -  THIRD
 BX1942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1942  ELLP ORDER  -  FOURTH    CLASS II
 BX1942
 BX1942.The horizontal coordinates were established by GPS observations
 BX1942.and adjusted by the National Geodetic Survey in January 1993..
 BX1942
 BX1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1942.The vertical order pertains to the NGVD 29 superseded value.
 BX1942
 BX1942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX1942
 BX1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1942
 BX1942.The ellipsoidal height was determined by GPS observations
 BX1942.and is referenced to NAD 83.
 BX1942
 BX1942.The geoid height was determined by GEOID03.
 BX1942
 BX1942;                    North         East     Units Scale Factor Converg.
 BX1942;SPC LA N     -    76,952.501   939,017.063   MT  0.99999426   -0 20 17.8
 BX1942;SPC LA N     -   252,468.33  3,080,758.48   sFT  0.99999426   -0 20 17.8
 BX1942;UTM  15      - 3,450,934.484   486,677.667   MT  0.99960219   -0 04 20.7
 BX1942
 BX1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1942!SPC LA N     -   0.99998882  x   0.99999426  =   0.99998308
 BX1942!UTM  15      -   0.99998882  x   0.99960219  =   0.99959102
 BX1942
 BX1942                          SUPERSEDED SURVEY CONTROL
 BX1942
 BX1942  NAD 83(1992)-  31 11 32.69295(N)    093 08 23.38412(W) AD(       ) 3
 BX1942  NGVD 29 (??/??/??)   97.542  (m)          320.02   (f) ADJUSTED    2 0
 BX1942
 BX1942.Superseded values are not recommended for survey control.
 BX1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1942.See file dsdata.txt to determine how the superseded data were derived.
 BX1942
 BX1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8667850934(NAD 83)
 BX1942_MARKER: DD = SURVEY DISK
 BX1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1942_SP_SET: CONCRETE POST
 BX1942_STAMPING: 5274
 BX1942_MARK LOGO: LAGS  
 BX1942_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1942+STABILITY: SURFACE MOTION
 BX1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1942+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 BX1942
 BX1942  HISTORY     - Date     Condition        Report By
 BX1942  HISTORY     - UNK      MONUMENTED       LAGS
 BX1942  HISTORY     - 1961     GOOD             CGS
 BX1942  HISTORY     - 19910124 GOOD             NGS
 BX1942  HISTORY     - 19940611 GOOD             USPSQD
 BX1942  HISTORY     - 20010331 GOOD             NGS
 BX1942  HISTORY     - 20040722 GOOD             COMPDA
 BX1942
 BX1942                          STATION DESCRIPTION
 BX1942
 BX1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1942'1.1 MI SW FROM SLAGLE.
 BX1942'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX1942'AND STORE AT SLAGLE, IN SECTION 36, T 3 N, R 7 W, 49 FEET SOUTHEAST OF
 BX1942'THE CENTER LINE OF THE HIGHWAY, 164 FEET SOUTHWEST OF THE CENTER LINE
 BX1942'OF A GRADED DIRT ROAD, 65 FEET SOUTH OF TELEPHONE POLE NUMBER 228, 1.8
 BX1942'FEET EAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 BX1942'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BX1942'INCHES.
 BX1942
 BX1942                          STATION RECOVERY (1991)
 BX1942
 BX1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BX1942'THE STATION IS ABOUT 1.77 KM (1.10 MI) SOUTHWEST OF SLAGLE, 6.44 KM
 BX1942'(4.00 MI) NORTHEAST OF LEESVILLE ON THE SOUTHEAST SIDE OF STATE
 BX1942'HIGHWAY 8. OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION, P.O.
 BX1942'BOX 94245, BATON ROUGE, LA 70804.  PHONE 504-379-1850.
 BX1942'TO REACH THE STATION FROM THE POST OFFICE/GENERAL STORE/SERVICE
 BX1942'STATION IN THE CENTER OF SLAGLE, GO SOUTHWEST ON STATE HIGHWAY 8 FOR
 BX1942'1.77 KM (1.10 MI) TO THE STATION ON THE LEFT UNDER THE SOUTHWEST SIDE
 BX1942'OF A POWER LINE CROSSING. NOTE--THE STATION CAN ALSO BE REACHED BY
 BX1942'GOING 5.15 KM (3.20 MI) ALONG HIGHWAY 8 FROM THE JUNCTION OF STATE
 BX1942'HIGHWAY 28 ON THE NORTHEAST SIDE OF LEESVILLE.
 BX1942'THE STATION PROJECTS 12-INCHES ABOVE THE GROUND LOCATED 50.7 M
 BX1942'(166.3 FT) SOUTHWEST OF A DIRT ROAD LEADING EAST, 21.8 M (71.5 FT)
 BX1942'SOUTH OF A 3-INCH PVC PIPE PROJECTING ABOUT 2.4 M (7.9 FT) ABOVE THE
 BX1942'GROUND (WITH WARNING SIGN FOR A CENTRAL BELL CABLE), 15.25 M
 BX1942'(50.03 FT) SOUTHEAST OF THE CENTER OF HIGHWAY 8 AND 0.3 M (1.0 FT)
 BX1942'SOUTHEAST OF A FIBERGLASS WITNESS POST.
 BX1942
 BX1942                          STATION RECOVERY (1994)
 BX1942
 BX1942'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1942'RECOVERED IN GOOD CONDITION.
 BX1942
 BX1942                          STATION RECOVERY (2001)
 BX1942
 BX1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1942'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1942
 BX1942                          STATION RECOVERY (2004)
 BX1942
 BX1942'RECOVERY NOTE BY COMPASSDATA INC 2004 (RL)
 BX1942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1943 ***********************************************************************
 BX1943  DESIGNATION -  5275 LAGS
 BX1943  PID         -  BX1943
 BX1943  STATE/COUNTY-  LA/VERNON
 BX1943  USGS QUAD   -  SLAGLE (1974)
 BX1943
 BX1943                         *CURRENT SURVEY CONTROL
 BX1943  ___________________________________________________________________
 BX1943* NAD 83(1986)-  31 11 17.     (N)    093 08 35.     (W)     SCALED    
 BX1943* NAVD 88     -       105.46   (+/-2cm)     346.0    (feet)  VERTCON   
 BX1943  ___________________________________________________________________
 BX1943  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX1943
 BX1943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1943
 BX1943.The horizontal coordinates were scaled from a topographic map and have
 BX1943.an estimated accuracy of +/- 6 seconds.
 BX1943
 BX1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1943.The vertical order pertains to the NGVD 29 superseded value.
 BX1943
 BX1943.The geoid height was determined by GEOID03.
 BX1943
 BX1943;                    North         East    Units  Estimated Accuracy
 BX1943;SPC LA N     -    76,470.      938,710.      MT  (+/- 180 meters Scaled)
 BX1943
 BX1943                          SUPERSEDED SURVEY CONTROL
 BX1943
 BX1943  NGVD 29 (??/??/??)  105.539  (m)          346.26   (f) ADJUSTED    2 0
 BX1943
 BX1943.Superseded values are not recommended for survey control.
 BX1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1943.See file dsdata.txt to determine how the superseded data were derived.
 BX1943
 BX1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ863504(NAD 83)
 BX1943_MARKER: DD = SURVEY DISK
 BX1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1943_STAMPING: 5275
 BX1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1943+STABILITY: SURFACE MOTION
 BX1943
 BX1943  HISTORY     - Date     Condition        Report By
 BX1943  HISTORY     - UNK      MONUMENTED       LAGS
 BX1943  HISTORY     - 1961     GOOD             CGS
 BX1943  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1943  HISTORY     - 20010331 GOOD             NGS
 BX1943
 BX1943                          STATION DESCRIPTION
 BX1943
 BX1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1943'1.5 MI SW FROM SLAGLE.
 BX1943'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX1943'AND STORE AT SLAGLE, IN SECTION 1, T 2 N, R 8 W, ON THE CREST OF A
 BX1943'HILL, NORTHWEST OF AND ACROSS THE HIGHWAY FROM A PRIVATE DRIVEWAY, 40
 BX1943'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 94 FEET NORTHEAST OF
 BX1943'A BRACED POWER POLE, 6 FEET SOUTHEAST OF A FENCE, ABOUT 5 1/2 FEET
 BX1943'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1943'PROJECTING 2 INCHES.
 BX1943
 BX1943                          STATION RECOVERY (1994)
 BX1943
 BX1943'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1943'MARK NOT FOUND.
 BX1943
 BX1943                          STATION RECOVERY (2001)
 BX1943
 BX1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2793 ***********************************************************************
 BH2793  DESIGNATION -  52A001 LDH 1965
 BH2793  PID         -  BH2793
 BH2793  STATE/COUNTY-  LA/ST TAMMANY
 BH2793  USGS QUAD   -  NORTH SHORE (1994)
 BH2793
 BH2793                         *CURRENT SURVEY CONTROL
 BH2793  ___________________________________________________________________
 BH2793* NAD 83(1992)-  30 11 51.12936(N)    089 48 32.46141(W)     ADJUSTED  
 BH2793* NAVD 88     -        23.9  **(meters)      78.   **(feet)  VERTCON   
 BH2793  **This station is located in a subsidence area (see below).
 BH2793  ___________________________________________________________________
 BH2793  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BH2793  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BH2793
 BH2793  HORZ ORDER  -  FIRST
 BH2793
 BH2793.The horizontal coordinates were established by classical geodetic methods
 BH2793.and adjusted by the National Geodetic Survey in May 1994..
 BH2793
 BH2793 ** The orthometric height has not been validated since last determined
 BH2793 ** by differential leveling and should not be used for control purposes.
 BH2793 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2793 ** area with valid NAVD 88 orthometric heights.
 BH2793 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2793 ** epoch indicated which incorporates improved geoid heights for the
 BH2793 ** Southern Louisiana Subsidence area.
 BH2793 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2793
 BH2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2793
 BH2793.The geoid height was determined by GEOID03.
 BH2793
 BH2793;                    North         East     Units Scale Factor Converg.
 BH2793;SPC LA S     -   189,138.712 1,146,769.085   MT  0.99993161   +0 45 43.8
 BH2793;SPC LA S     -   620,532.59  3,762,358.24   sFT  0.99993161   +0 45 43.8
 BH2793;UTM  16      - 3,344,010.397   229,561.066   MT  1.00050241   -1 24 49.5
 BH2793
 BH2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2793!SPC LA S     -   1.00000043  x   0.99993161  =   0.99993204
 BH2793!UTM  16      -   1.00000043  x   1.00050241  =   1.00050284
 BH2793
 BH2793:                Primary Azimuth Mark                     Grid Az
 BH2793:SPC LA S     -  36A011                                   221 52 58.7
 BH2793:UTM  16      -  36A011                                   224 03 32.0
 BH2793
 BH2793|---------------------------------------------------------------------|
 BH2793| PID    Reference Object                     Distance      Geod. Az  |
 BH2793|                                                           dddmmss.s |
 BH2793| BH2799 36A011                              APPROX. 6.5 KM 2223842.5 |
 BH2793|---------------------------------------------------------------------|
 BH2793
 BH2793                          SUPERSEDED SURVEY CONTROL
 BH2793
 BH2793  NAD 83(1992)-  30 11 51.13098(N)    089 48 32.46128(W) AD(       ) 1
 BH2793  NAD 83(1986)-  30 11 51.14387(N)    089 48 32.45804(W) AD(       ) 1
 BH2793  NAD 27      -  30 11 50.44036(N)    089 48 32.23128(W) AD(       ) 1
 BH2793  NGVD 29 (07/19/86)   23.9    (m)           78.     (f) VERT ANG       
 BH2793
 BH2793.Superseded values are not recommended for survey control.
 BH2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2793.See file dsdata.txt to determine how the superseded data were derived.
 BH2793
 BH2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2956144010(NAD 83)
 BH2793_MARKER: DD = SURVEY DISK
 BH2793_SETTING: 0 = UNSPECIFIED SETTING
 BH2793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2793
 BH2793  HISTORY     - Date     Condition        Report By
 BH2793  HISTORY     - 1965     MONUMENTED       LADH
 BH2793  HISTORY     - 1966     SEE DESCRIPTION  CGS
 BH2793  HISTORY     - 1967     SEE DESCRIPTION  LADH
 BH2793  HISTORY     - 1972     GOOD             NGS
 BH2793
 BH2793                          STATION DESCRIPTION
 BH2793
 BH2793'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BH2793'STATION IS SET IN THE WEST CURB ON THE NORTH BOUND BRIDGE OVER THE
 BH2793'MAIN CHANNEL OF THE LAKE PONTCHARTRAIN BRIDGE ON INTERSTATE 10.
 BH2793'STATION IS MARKED BY A STANDARD BRONZE DISK AND IS STAMPED 52A001.
 BH2793'
 BH2793'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF U.S.
 BH2793'HWY. 11 AND COUSIN STREET) IN SLIDELL, FOLLOW U.S. HWY. 11 SOUTH FOR
 BH2793'9.50 MILES TO THE SOUTH END OF THE OLD PONTCHARTRAIN LAKE BRIDGE
 BH2793'AND INTERCHANGE ON INTERSTATE 10, THENCE NORTH ALONG THE NORTH
 BH2793'BOUND BRIDGE ON THE NEW INTERSTATE 10 TWIN BRIDGE 4.5 MILES TO
 BH2793'STATION SET IN WEST CURB OF SAID BRIDGE.
 BH2793
 BH2793                          STATION RECOVERY (1966)
 BH2793
 BH2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2793'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF SLIDELL, 7
 BH2793'MILES NORTHWEST OF FORT PIKE, 4 MILES NORTH OF THE SOUTH END OF
 BH2793'INTERSTATE HIGHWAY 10 BRIDGE AND ON THE HIGHEST POINT ON THE
 BH2793'BRIDGE.
 BH2793'
 BH2793'TO REACH THE STATION FROM THE SOUTH END OF INTERSTATE HIGHWAY 10
 BH2793'BRIDGE, GO NORTH ON THE BRIDGE FOR 4.0 MILES TO THE HIGHEST POINT
 BH2793'ON THE BRIDGE AND STATION ON THE LEFT.
 BH2793'
 BH2793'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S.
 BH2793'COAST AND GEODETIC SURVEY STATION DISK, STAMPED 52A001, CEMENTED IN
 BH2793'A DRILL HOLE IN THE TOP OF AN 18 INCH CONCRETE CURB. IT IS 20 FEET
 BH2793'WEST OF THE CENTER OF THE BRIDGE AND 1 FOOT EAST OF THE WEST SIDE
 BH2793'OF THE BRIDGE.
 BH2793
 BH2793                          STATION RECOVERY (1967)
 BH2793
 BH2793'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1967 (JLB)
 BH2793'THE STATION WAS RECOVERED AS DESCRIBED. ORIGINAL DESCRIPTION IS
 BH2793'ADEQUATE.
 BH2793
 BH2793                          STATION RECOVERY (1972)
 BH2793
 BH2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2793'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY ROBERT TONEY IN
 BH2793'1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2802 ***********************************************************************
 BH2802  DESIGNATION -  52A002 LDH 1965
 BH2802  PID         -  BH2802
 BH2802  STATE/COUNTY-  LA/ST TAMMANY
 BH2802  USGS QUAD   -  NORTH SHORE (1994)
 BH2802
 BH2802                         *CURRENT SURVEY CONTROL
 BH2802  ___________________________________________________________________
 BH2802* NAD 83(1992)-  30 12 44.04481(N)    089 47 37.99515(W)     ADJUSTED  
 BH2802* NAVD 88     -         4.6  **(meters)      15.   **(feet)  VERTCON   
 BH2802  **This station is located in a subsidence area (see below).
 BH2802  ___________________________________________________________________
 BH2802  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BH2802  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BH2802
 BH2802  HORZ ORDER  -  SECOND
 BH2802
 BH2802.The horizontal coordinates were established by classical geodetic methods
 BH2802.and adjusted by the National Geodetic Survey in May 1994..
 BH2802
 BH2802 ** The orthometric height has not been validated since last determined
 BH2802 ** by differential leveling and should not be used for control purposes.
 BH2802 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2802 ** area with valid NAVD 88 orthometric heights.
 BH2802 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2802 ** epoch indicated which incorporates improved geoid heights for the
 BH2802 ** Southern Louisiana Subsidence area.
 BH2802 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2802
 BH2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2802
 BH2802.The geoid height was determined by GEOID03.
 BH2802
 BH2802;                    North         East     Units Scale Factor Converg.
 BH2802;SPC LA S     -   190,787.370 1,148,203.857   MT  0.99993252   +0 46 11.1
 BH2802;SPC LA S     -   625,941.56  3,767,065.49   sFT  0.99993252   +0 46 11.1
 BH2802;UTM  16      - 3,345,604.285   231,058.254   MT  1.00049244   -1 24 24.3
 BH2802
 BH2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2802!SPC LA S     -   1.00000347  x   0.99993252  =   0.99993599
 BH2802!UTM  16      -   1.00000347  x   1.00049244  =   1.00049591
 BH2802
 BH2802:                Primary Azimuth Mark                     Grid Az
 BH2802:SPC LA S     -  52A001 LDH 1965                          221 01 55.1
 BH2802:UTM  16      -  52A001 LDH 1965                          223 12 30.5
 BH2802
 BH2802|---------------------------------------------------------------------|
 BH2802| PID    Reference Object                     Distance      Geod. Az  |
 BH2802|                                                           dddmmss.s |
 BH2802| BH2793 52A001 LDH 1965                     APPROX. 2.2 KM 2214806.2 |
 BH2802|---------------------------------------------------------------------|
 BH2802
 BH2802                          SUPERSEDED SURVEY CONTROL
 BH2802
 BH2802  NAD 83(1992)-  30 12 44.04685(N)    089 47 37.99505(W) AD(       ) 2
 BH2802  NAD 83(1986)-  30 12 44.05915(N)    089 47 37.99165(W) AD(       ) 2
 BH2802  NAD 27      -  30 12 43.35688(N)    089 47 37.76634(W) AD(       ) 2
 BH2802  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 BH2802
 BH2802.Superseded values are not recommended for survey control.
 BH2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2802.See file dsdata.txt to determine how the superseded data were derived.
 BH2802
 BH2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3105845604(NAD 83)
 BH2802_MARKER: DD = SURVEY DISK
 BH2802_SETTING: 0 = UNSPECIFIED SETTING
 BH2802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2802
 BH2802  HISTORY     - Date     Condition        Report By
 BH2802  HISTORY     - 1965     MONUMENTED       LADH
 BH2802  HISTORY     - 1972     GOOD             NGS
 BH2802
 BH2802                          STATION DESCRIPTION
 BH2802
 BH2802'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BH2802'STATION IS SET IN THE NORTHWEST CORNER OF THE SOUTH BOUND BRIDGE
 BH2802'OVER LAKE PONTCHARTRAIN ON I-10, AND IS MARKED BY A STANDARD DISK
 BH2802'SET IN THE ROADWAY OF THE BRIDGE IN THE ABUTMENT (3 FEET FROM THE
 BH2802'CURB). STATION IS 7.60 FEET SOUTHEAST OF A WITNESS POST.
 BH2802'
 BH2802'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF
 BH2802'U.S. HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY 11 NORTH
 BH2802'FOR 0.83 MILES TO THE CORNER OF EAST HALL AVE., THENCE EAST ALONG
 BH2802'EAST HALL AVE., FOR 1.80 MILES TO THE INTERCHANGE ON INTERSTATE
 BH2802'10, THENCE SOUTH ALONG INTERSTATE 10 FOR 5.77 MILES TO STATION ON
 BH2802'BRIDGE.
 BH2802
 BH2802                          STATION RECOVERY (1972)
 BH2802
 BH2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2802'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY ROBERT TONEY IN
 BH2802'1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2800 ***********************************************************************
 BH2800  DESIGNATION -  52A003
 BH2800  PID         -  BH2800
 BH2800  STATE/COUNTY-  LA/ST TAMMANY
 BH2800  USGS QUAD   -  NORTH SHORE (1994)
 BH2800
 BH2800                         *CURRENT SURVEY CONTROL
 BH2800  ___________________________________________________________________
 BH2800* NAD 83(1992)-  30 13 25.10192(N)    089 46 54.52223(W)     ADJUSTED  
 BH2800* NAVD 88     -         3.6  **(meters)      12.   **(feet)  VERTCON   
 BH2800  **This station is located in a subsidence area (see below).
 BH2800  ___________________________________________________________________
 BH2800  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2800  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BH2800
 BH2800  HORZ ORDER  -  SECOND
 BH2800
 BH2800.The horizontal coordinates were established by classical geodetic methods
 BH2800.and adjusted by the National Geodetic Survey in May 1994..
 BH2800
 BH2800 ** The orthometric height has not been validated since last determined
 BH2800 ** by differential leveling and should not be used for control purposes.
 BH2800 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2800 ** area with valid NAVD 88 orthometric heights.
 BH2800 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2800 ** epoch indicated which incorporates improved geoid heights for the
 BH2800 ** Southern Louisiana Subsidence area.
 BH2800 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2800
 BH2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2800
 BH2800.The geoid height was determined by GEOID03.
 BH2800
 BH2800;                    North         East     Units Scale Factor Converg.
 BH2800;SPC LA S     -   192,067.136 1,149,349.219   MT  0.99993327   +0 46 32.8
 BH2800;SPC LA S     -   630,140.26  3,770,823.23   sFT  0.99993327   +0 46 32.8
 BH2800;UTM  16      - 3,346,840.311   232,252.060   MT  1.00048453   -1 24 04.1
 BH2800
 BH2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2800!SPC LA S     -   1.00000363  x   0.99993327  =   0.99993690
 BH2800!UTM  16      -   1.00000363  x   1.00048453  =   1.00048816
 BH2800
 BH2800:                Primary Azimuth Mark                     Grid Az
 BH2800:SPC LA S     -  52A002 LDH 1965                          221 49 40.3
 BH2800:UTM  16      -  52A002 LDH 1965                          224 00 17.2
 BH2800
 BH2800|---------------------------------------------------------------------|
 BH2800| PID    Reference Object                     Distance      Geod. Az  |
 BH2800|                                                           dddmmss.s |
 BH2800| BH2802 52A002 LDH 1965                     APPROX. 1.7 KM 2223613.1 |
 BH2800|---------------------------------------------------------------------|
 BH2800
 BH2800                          SUPERSEDED SURVEY CONTROL
 BH2800
 BH2800  NAD 83(1992)-  30 13 25.10433(N)    089 46 54.52210(W) AD(       ) 2
 BH2800  NAD 83(1986)-  30 13 25.11611(N)    089 46 54.51862(W) AD(       ) 2
 BH2800  NAD 27      -  30 13 24.41471(N)    089 46 54.29442(W) AD(       ) 2
 BH2800  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 BH2800
 BH2800.Superseded values are not recommended for survey control.
 BH2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2800.See file dsdata.txt to determine how the superseded data were derived.
 BH2800
 BH2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3225246840(NAD 83)
 BH2800_MARKER: DD = SURVEY DISK
 BH2800_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH2800+WITH SETTING: PAVEMENT
 BH2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2800
 BH2800  HISTORY     - Date     Condition        Report By
 BH2800  HISTORY     - 1965     MONUMENTED       LADH
 BH2800  HISTORY     - 1972     GOOD             NGS
 BH2800  HISTORY     - 1986     GOOD             LADTD
 BH2800
 BH2800                          STATION DESCRIPTION
 BH2800
 BH2800'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2800'STATION IS SET IN THE SOUTHWEST CORNER OF A BRIDGE OVER A CANAL
 BH2800'ON THE SOUTH BOUND ROADWAY ON INTESTATE 10 AND IS MARKED BY A
 BH2800'BRONZE DISK IN THE ROADWAY OF THE BRIDGE IN THE ABUTMENT 2.90 FEET
 BH2800'FROM THE CURB). STATION IS 14.40 FEET FROM THE WITNESS POST.
 BH2800'
 BH2800'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF U.S.
 BH2800'HWY. 11 AND COUSIN STREET) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH
 BH2800'FOR 0.83 MILES TO THE CORNER OF EAST HALL AVENUE, THENCE EAST
 BH2800'ALONG EAST HALL AVENUE FOR 1.80 MILES TO THE INTERCHANGE ON
 BH2800'INTERSTATE 10, THENCE SOUTH ALONG I-10 FOR 4.68 MILES TO STATION
 BH2800'ON BRIDGE.
 BH2800
 BH2800                          STATION RECOVERY (1972)
 BH2800
 BH2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2800'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY ROBERT TONEY IN
 BH2800'1965.
 BH2800
 BH2800                          STATION RECOVERY (1986)
 BH2800
 BH2800'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2800'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2803 ***********************************************************************
 BH2803  DESIGNATION -  52A004
 BH2803  PID         -  BH2803
 BH2803  STATE/COUNTY-  LA/ST TAMMANY
 BH2803  USGS QUAD   -  NORTH SHORE (1994)
 BH2803
 BH2803                         *CURRENT SURVEY CONTROL
 BH2803  ___________________________________________________________________
 BH2803* NAD 83(1992)-  30 14 08.62754(N)    089 46 08.57750(W)     ADJUSTED  
 BH2803* NAVD 88     -         4.70   (+/-2cm)      15.4  **(feet)  VERTCON   
 BH2803  **This station is located in a subsidence area (see below).
 BH2803  ___________________________________________________________________
 BH2803  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BH2803  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BH2803
 BH2803  HORZ ORDER  -  SECOND
 BH2803  VERT ORDER  -  THIRD ? (See Below)
 BH2803
 BH2803.The horizontal coordinates were established by classical geodetic methods
 BH2803.and adjusted by the National Geodetic Survey in May 1994..
 BH2803
 BH2803 ** The orthometric height has not been validated since last determined
 BH2803 ** by differential leveling and should not be used for control purposes.
 BH2803 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2803 ** area with valid NAVD 88 orthometric heights.
 BH2803 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2803 ** epoch indicated which incorporates improved geoid heights for the
 BH2803 ** Southern Louisiana Subsidence area.
 BH2803 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2803.The vertical order pertains to the NGVD 29 superseded value.
 BH2803
 BH2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2803
 BH2803.The geoid height was determined by GEOID03.
 BH2803
 BH2803;                    North         East     Units Scale Factor Converg.
 BH2803;SPC LA S     -   193,423.927 1,150,559.357   MT  0.99993411   +0 46 55.8
 BH2803;SPC LA S     -   634,591.67  3,774,793.49   sFT  0.99993411   +0 46 55.8
 BH2803;UTM  16      - 3,348,150.867   233,513.556   MT  1.00047621   -1 23 42.7
 BH2803
 BH2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2803!SPC LA S     -   1.00000346  x   0.99993411  =   0.99993756
 BH2803!UTM  16      -   1.00000346  x   1.00047621  =   1.00047967
 BH2803
 BH2803:                Primary Azimuth Mark                     Grid Az
 BH2803:SPC LA S     -  52A001 LDH 1965                          221 29 34.1
 BH2803:UTM  16      -  52A001 LDH 1965                          223 40 12.6
 BH2803
 BH2803|---------------------------------------------------------------------|
 BH2803| PID    Reference Object                     Distance      Geod. Az  |
 BH2803|                                                           dddmmss.s |
 BH2803| BH2793 52A001 LDH 1965                     APPROX. 5.7 KM 2221629.9 |
 BH2803|---------------------------------------------------------------------|
 BH2803
 BH2803                          SUPERSEDED SURVEY CONTROL
 BH2803
 BH2803  NAD 83(1992)-  30 14 08.63031(N)    089 46 08.57733(W) AD(       ) 2
 BH2803  NAD 83(1986)-  30 14 08.64158(N)    089 46 08.57376(W) AD(       ) 2
 BH2803  NAD 27      -  30 14 07.94106(N)    089 46 08.35069(W) AD(       ) 2
 BH2803  NGVD 29 (07/19/86)    4.71   (m)           15.5    (f) LEVELING    3  
 BH2803
 BH2803.Superseded values are not recommended for survey control.
 BH2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2803.See file dsdata.txt to determine how the superseded data were derived.
 BH2803
 BH2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3351448151(NAD 83)
 BH2803_MARKER: DD = SURVEY DISK
 BH2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2803_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2803+STABILITY: SURFACE MOTION
 BH2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2803+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 BH2803
 BH2803  HISTORY     - Date     Condition        Report By
 BH2803  HISTORY     - 1965     MONUMENTED       LADH
 BH2803  HISTORY     - 1986     GOOD             LADTD
 BH2803  HISTORY     - 20051216 GOOD             KELMCH
 BH2803
 BH2803                          STATION DESCRIPTION
 BH2803
 BH2803'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2803'STATION IS 0.80 MILES SOUTH ALONG INTERSTATE 10 FROM THE LA. 433
 BH2803'OVERPASS, 23.00 FEET EAST OF CENTERLINE OF THE NORTH BOUND ROADWAY
 BH2803'OF INTERSTATE 10, 108.50 FEET WEST OF SOUTH END OF HEADWALL ON
 BH2803'CANAL, EAST SIDE OF HIGHWAY, 49.00 FEET SOUTH OF PROJECTION OF
 BH2803'EAST WEST CANAL UNDER I-10, 74.00 FEET SOUTHWEST OF NORTH END
 BH2803'HEADWALL ON SIDE DRAIN BETWEEN SERVICE ROAD AND NORTHBOUND LANE
 BH2803'OF I-10.
 BH2803'
 BH2803'STATION IS MARKED BY A DISK SET IN A CONCRETE POST EVEN WITH
 BH2803'SURFACE OF THE ASPHALT SHOULDER ON I-10. STATION IS STAMPED 52A004.
 BH2803'
 BH2803'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF THE
 BH2803'U.S. HWY. 11 AND COUSIN STREET) IN SLIDELL, LA., FOLLOW U.S. HWY. 11
 BH2803'NORTH FOR 0.83 MILES TO THE CORNER OF EAST HALL AVENUE, THENCE
 BH2803'EAST ALONG EAST HALL AVENUE FOR 1.80 MILES TO THE INTERCHANGE ON
 BH2803'INTERSTATE 10, THENCE SOUTH ALONG I-10 FOR 3.56 MILES TO STATION
 BH2803'SET ON SHOULDER OF NORTHBOUND ROADWAY OF I-10.
 BH2803
 BH2803                          STATION RECOVERY (1986)
 BH2803
 BH2803'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2803'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BH2803'20 METERS (65 FT) WEST-NORTHWEST OF A CHAIN LINK FENCE BETWEEN THE
 BH2803'INTERSTATE AND A FRONTAGE ROAD AND 7.3 METERS (24 FT)
 BH2803'NORTH-NORTHEAST OF THE CENTER OF A POWER LINE CROSSING THE
 BH2803'INTERSTATE.
 BH2803
 BH2803                          STATION RECOVERY (2005)
 BH2803
 BH2803'RECOVERY NOTE BY KELLY MCHUGH AND ASSOCIATES INC 2005 (RFD)
 BH2803'RECOVERED AS DESCRIBED.
 BH2803' 
 BH2803'THE ELEVATION IS INCORRECT. OUR OPUS SOLUTION REPORT HAS THE ELEVATION
 BH2803'AT 3.005(M). THE PUBLISHED ELEVATION IS 4.70(M)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2792 ***********************************************************************
 BH2792  DESIGNATION -  52A005
 BH2792  PID         -  BH2792
 BH2792  STATE/COUNTY-  LA/ST TAMMANY
 BH2792  USGS QUAD   -  NORTH SHORE (1994)
 BH2792
 BH2792                         *CURRENT SURVEY CONTROL
 BH2792  ___________________________________________________________________
 BH2792* NAD 83(1992)-  30 14 52.30955(N)    089 45 47.29466(W)     ADJUSTED  
 BH2792* NAVD 88     -         8.3  **(meters)      27.   **(feet)  VERTCON   
 BH2792  **This station is located in a subsidence area (see below).
 BH2792  ___________________________________________________________________
 BH2792  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BH2792  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BH2792
 BH2792  HORZ ORDER  -  SECOND
 BH2792
 BH2792.The horizontal coordinates were established by classical geodetic methods
 BH2792.and adjusted by the National Geodetic Survey in May 1994..
 BH2792
 BH2792 ** The orthometric height has not been validated since last determined
 BH2792 ** by differential leveling and should not be used for control purposes.
 BH2792 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2792 ** area with valid NAVD 88 orthometric heights.
 BH2792 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2792 ** epoch indicated which incorporates improved geoid heights for the
 BH2792 ** Southern Louisiana Subsidence area.
 BH2792 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2792
 BH2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2792
 BH2792.The geoid height was determined by GEOID03.
 BH2792
 BH2792;                    North         East     Units Scale Factor Converg.
 BH2792;SPC LA S     -   194,776.617 1,151,109.900   MT  0.99993500   +0 47 06.4
 BH2792;SPC LA S     -   639,029.62  3,776,599.73   sFT  0.99993500   +0 47 06.4
 BH2792;UTM  16      - 3,349,482.378   234,115.425   MT  1.00047226   -1 23 33.8
 BH2792
 BH2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2792!SPC LA S     -   1.00000289  x   0.99993500  =   0.99993789
 BH2792!UTM  16      -   1.00000289  x   1.00047226  =   1.00047516
 BH2792
 BH2792:                Primary Azimuth Mark                     Grid Az
 BH2792:SPC LA S     -  52A004                                   202 08 46.7
 BH2792:UTM  16      -  52A004                                   204 19 26.9
 BH2792
 BH2792|---------------------------------------------------------------------|
 BH2792| PID    Reference Object                     Distance      Geod. Az  |
 BH2792|                                                           dddmmss.s |
 BH2792| BH2803 52A004                              APPROX. 1.5 KM 2025553.1 |
 BH2792|---------------------------------------------------------------------|
 BH2792
 BH2792                          SUPERSEDED SURVEY CONTROL
 BH2792
 BH2792  NAD 83(1992)-  30 14 52.31321(N)    089 45 47.29423(W) AD(       ) 2
 BH2792  NAD 83(1986)-  30 14 52.32332(N)    089 45 47.29086(W) AD(       ) 2
 BH2792  NAD 27      -  30 14 51.62331(N)    089 45 47.06834(W) AD(       ) 2
 BH2792  NGVD 29 (07/19/86)    8.3    (m)           27.     (f) VERT ANG       
 BH2792
 BH2792.Superseded values are not recommended for survey control.
 BH2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2792.See file dsdata.txt to determine how the superseded data were derived.
 BH2792
 BH2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3411549482(NAD 83)
 BH2792_MARKER: DD = SURVEY DISK
 BH2792_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH2792+WITH SETTING: PAVEMENT
 BH2792_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2792
 BH2792  HISTORY     - Date     Condition        Report By
 BH2792  HISTORY     - 1965     MONUMENTED       LADH
 BH2792  HISTORY     - 1972     GOOD             NGS
 BH2792  HISTORY     - 1986     GOOD             LADTD
 BH2792
 BH2792                          STATION DESCRIPTION
 BH2792
 BH2792'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2792'STATION IS SET IN THE NORTHEAST CORNER OF AN OVERPASS ON STATE
 BH2792'ROUTE 344 OVER I-10 AND IS MARKED 64. A STANDARD BRONZE DISK SET IN
 BH2792'ROADWAY OF THE OVERPASS. DISK IS IN THE ABUTMENT 3 FEET FROM THE
 BH2792'CURB AND 6.40 FEET SOUTHWEST OF THE WITNESS POST. STATION IS
 BH2792'STAMPED 52A005.
 BH2792'
 BH2792'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF U.S.
 BH2792'HIGHWAY 11 AND COUSIN STREET) IN SLIDELL, FOLLOW U.S. HIGHWAY 11
 BH2792'NORTH FOR 0.83 MILES TO THE CORNER OF EAST HALL AVENUE, THENCE
 BH2792'EAST ALONG EAST HALL AVENUE FOR 1.80 MILES TO THE INTERCHANGE ON
 BH2792'INTERSTATE 10, TENCE SOUTH ALONG I-10 FOR 2.66 MILES TO STATION
 BH2792'ON OVERPASS.
 BH2792
 BH2792                          STATION RECOVERY (1972)
 BH2792
 BH2792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2792'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY ROBERT TONEY IN
 BH2792'1965.
 BH2792
 BH2792                          STATION RECOVERY (1986)
 BH2792
 BH2792'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2792'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2855 ***********************************************************************
 BH2855  DESIGNATION -  52A006
 BH2855  PID         -  BH2855
 BH2855  STATE/COUNTY-  LA/ST TAMMANY
 BH2855  USGS QUAD   -  SLIDELL (1994)
 BH2855
 BH2855                         *CURRENT SURVEY CONTROL
 BH2855  ___________________________________________________________________
 BH2855* NAD 83(1992)-  30 15 46.40976(N)    089 45 28.67998(W)     ADJUSTED  
 BH2855* NAVD 88     -         4.7  **(meters)      15.   **(feet)  VERTCON   
 BH2855  **This station is located in a subsidence area (see below).
 BH2855  ___________________________________________________________________
 BH2855  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BH2855  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BH2855
 BH2855  HORZ ORDER  -  SECOND
 BH2855
 BH2855.The horizontal coordinates were established by classical geodetic methods
 BH2855.and adjusted by the National Geodetic Survey in May 1994..
 BH2855
 BH2855 ** The orthometric height has not been validated since last determined
 BH2855 ** by differential leveling and should not be used for control purposes.
 BH2855 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2855 ** area with valid NAVD 88 orthometric heights.
 BH2855 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2855 ** epoch indicated which incorporates improved geoid heights for the
 BH2855 ** Southern Louisiana Subsidence area.
 BH2855 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2855
 BH2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2855
 BH2855.The geoid height was determined by GEOID03.
 BH2855
 BH2855;                    North         East     Units Scale Factor Converg.
 BH2855;SPC LA S     -   196,449.119 1,151,584.581   MT  0.99993616   +0 47 15.7
 BH2855;SPC LA S     -   644,516.82  3,778,157.08   sFT  0.99993616   +0 47 15.7
 BH2855;UTM  16      - 3,351,136.515   234,653.617   MT  1.00046873   -1 23 26.7
 BH2855
 BH2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2855!SPC LA S     -   1.00000346  x   0.99993616  =   0.99993962
 BH2855!UTM  16      -   1.00000346  x   1.00046873  =   1.00047220
 BH2855
 BH2855:                Primary Azimuth Mark                     Grid Az
 BH2855:SPC LA S     -  52A005                                   195 50 41.1
 BH2855:UTM  16      -  52A005                                   198 01 23.5
 BH2855
 BH2855|---------------------------------------------------------------------|
 BH2855| PID    Reference Object                     Distance      Geod. Az  |
 BH2855|                                                           dddmmss.s |
 BH2855| BH2792 52A005                              APPROX. 1.7 KM 1963756.8 |
 BH2855|---------------------------------------------------------------------|
 BH2855
 BH2855                          SUPERSEDED SURVEY CONTROL
 BH2855
 BH2855  NAD 83(1992)-  30 15 46.41423(N)    089 45 28.67941(W) AD(       ) 2
 BH2855  NAD 83(1986)-  30 15 46.42329(N)    089 45 28.67606(W) AD(       ) 2
 BH2855  NAD 27      -  30 15 45.72414(N)    089 45 28.45372(W) AD(       ) 2
 BH2855  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 BH2855
 BH2855.Superseded values are not recommended for survey control.
 BH2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2855.See file dsdata.txt to determine how the superseded data were derived.
 BH2855
 BH2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3465451137(NAD 83)
 BH2855_MARKER: DD = SURVEY DISK
 BH2855_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH2855+WITH SETTING: PAVEMENT
 BH2855_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2855
 BH2855  HISTORY     - Date     Condition        Report By
 BH2855  HISTORY     - 1965     MONUMENTED       LADH
 BH2855  HISTORY     - 1986     GOOD             LADTD
 BH2855
 BH2855                          STATION DESCRIPTION
 BH2855
 BH2855'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2855'STATION IS SET IN THE NORTHWEST CORNER OF A BRIDGE OVER A DRAINAGE
 BH2855'CANAL ON THE SOUTH BOUND ROADWAY ON INTERSTATE 10 AND IS MARKED BY
 BH2855'A STANDARD DISK SET IN ROADWAY OF THE BRIDGE IN THE ABUTMENT (13.70
 BH2855'FEET EAST OF THE CURB). STATION IS 20.60 FEET SOUTHEAST OF THE
 BH2855'WITNESS POST AND IS STAMPED 52A006.
 BH2855'
 BH2855'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF
 BH2855'U.S. HIGHWAY 11 AND COUSIN STREET) IN SLIDELL, FOLLOW U.S. HIGHWAY
 BH2855'11 NORTH FOR 0.83 MILES (TO THE CORNER OF EAST HALL AVENUE) THENCE
 BH2855'EAST ALONG EAST HALL AVENUE FOR 1.80 MILES TO THE INTERCHANGE ON
 BH2855'INTERSTATE 10, THENCE SOUTH ALONG I-10 FOR 1.59 MILES TO
 BH2855'STATION IN BRIDGE.
 BH2855
 BH2855                          STATION RECOVERY (1986)
 BH2855
 BH2855'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2855'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2852 ***********************************************************************
 BH2852  DESIGNATION -  52A007
 BH2852  PID         -  BH2852
 BH2852  STATE/COUNTY-  LA/ST TAMMANY
 BH2852  USGS QUAD   -  SLIDELL (1994)
 BH2852
 BH2852                         *CURRENT SURVEY CONTROL
 BH2852  ___________________________________________________________________
 BH2852* NAD 83(1992)-  30 16 13.14663(N)    089 45 16.44382(W)     ADJUSTED  
 BH2852* NAVD 88     -        11.4  **(meters)      37.   **(feet)  VERTCON   
 BH2852  **This station is located in a subsidence area (see below).
 BH2852  ___________________________________________________________________
 BH2852  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BH2852  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BH2852
 BH2852  HORZ ORDER  -  SECOND
 BH2852
 BH2852.The horizontal coordinates were established by classical geodetic methods
 BH2852.and adjusted by the National Geodetic Survey in May 1994..
 BH2852
 BH2852 ** The orthometric height has not been validated since last determined
 BH2852 ** by differential leveling and should not be used for control purposes.
 BH2852 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2852 ** area with valid NAVD 88 orthometric heights.
 BH2852 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2852 ** epoch indicated which incorporates improved geoid heights for the
 BH2852 ** Southern Louisiana Subsidence area.
 BH2852 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2852
 BH2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2852
 BH2852.The geoid height was determined by GEOID03.
 BH2852
 BH2852;                    North         East     Units Scale Factor Converg.
 BH2852;SPC LA S     -   197,276.814 1,151,900.270   MT  0.99993676   +0 47 21.9
 BH2852;SPC LA S     -   647,232.35  3,779,192.80   sFT  0.99993676   +0 47 21.9
 BH2852;UTM  16      - 3,351,952.045   235,000.726   MT  1.00046645   -1 23 21.6
 BH2852
 BH2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2852!SPC LA S     -   1.00000241  x   0.99993676  =   0.99993917
 BH2852!UTM  16      -   1.00000241  x   1.00046645  =   1.00046887
 BH2852
 BH2852:                Primary Azimuth Mark                     Grid Az
 BH2852:SPC LA S     -  52A005                                   197 32 34.6
 BH2852:UTM  16      -  52A005                                   199 43 18.1
 BH2852
 BH2852|---------------------------------------------------------------------|
 BH2852| PID    Reference Object                     Distance      Geod. Az  |
 BH2852|                                                           dddmmss.s |
 BH2852| BH2792 52A005                              APPROX. 2.6 KM 1981956.5 |
 BH2852|---------------------------------------------------------------------|
 BH2852
 BH2852                          SUPERSEDED SURVEY CONTROL
 BH2852
 BH2852  NAD 83(1992)-  30 16 13.15187(N)    089 45 16.44295(W) AD(       ) 2
 BH2852  NAD 83(1986)-  30 16 13.15996(N)    089 45 16.43990(W) AD(       ) 2
 BH2852  NAD 27      -  30 16 12.46097(N)    089 45 16.21786(W) AD(       ) 2
 BH2852  NGVD 29 (07/19/86)   11.4    (m)           37.     (f) VERT ANG       
 BH2852
 BH2852.Superseded values are not recommended for survey control.
 BH2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2852.See file dsdata.txt to determine how the superseded data were derived.
 BH2852
 BH2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3500151952(NAD 83)
 BH2852_MARKER: DD = SURVEY DISK
 BH2852_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH2852+WITH SETTING: PAVEMENT
 BH2852_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2852
 BH2852  HISTORY     - Date     Condition        Report By
 BH2852  HISTORY     - 1965     MONUMENTED       LADH
 BH2852  HISTORY     - 1972     GOOD             NGS
 BH2852  HISTORY     - 1986     GOOD             LADTD
 BH2852
 BH2852                          STATION DESCRIPTION
 BH2852
 BH2852'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JLB)
 BH2852'STATION IS SET IN THE NORTHEAST CORNER OF AN OVERPASS ON U.S. HWY.
 BH2852'190 OVER INTERSTATE 10 AND IS MARKED BY A STANDARD BRONZE DISK SET
 BH2852'IN THE ROADWAY OF THE OVERPASS IN THE ABUTMENT (3 FEET FROM THE
 BH2852'CURB). STATION IS 7.30 FEET SOUTHWEST OF THE WITNESS POST.
 BH2852'
 BH2852'TO REACH THIS STATION FROM THE BANK OF SLIDELL, ON THE CORNER OF
 BH2852'U.S. HWY. 11 AND COUSIN STREET IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH
 BH2852'TO THE CORNER OF EAST HALL AVENUE, THENCE EAST ALONG EAST HALL
 BH2852'AVENUE FOR 1.80 MILES TO THE INTERCHANGE ON INTERSTATE 10, THENCE
 BH2852'SOUTH ALONG I-10 FOR 1.04 MILES TO STATION IN OVERPASS.
 BH2852
 BH2852                          STATION RECOVERY (1972)
 BH2852
 BH2852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2852'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY ROBERT TONEY IN
 BH2852'1965.
 BH2852
 BH2852                          STATION RECOVERY (1986)
 BH2852
 BH2852'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2852'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2743 ***********************************************************************
 BH2743  DESIGNATION -  52A008
 BH2743  PID         -  BH2743
 BH2743  STATE/COUNTY-  LA/ST TAMMANY
 BH2743  USGS QUAD   -  HAASWOOD (1993)
 BH2743
 BH2743                         *CURRENT SURVEY CONTROL
 BH2743  ___________________________________________________________________
 BH2743* NAD 83(1992)-  30 17 05.06083(N)    089 44 58.14987(W)     ADJUSTED  
 BH2743* NAVD 88     -        11.5  **(meters)      38.   **(feet)  VERTCON   
 BH2743  **This station is located in a subsidence area (see below).
 BH2743  ___________________________________________________________________
 BH2743  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BH2743  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BH2743
 BH2743  HORZ ORDER  -  SECOND
 BH2743
 BH2743.The horizontal coordinates were established by classical geodetic methods
 BH2743.and adjusted by the National Geodetic Survey in May 1994..
 BH2743
 BH2743 ** The orthometric height has not been validated since last determined
 BH2743 ** by differential leveling and should not be used for control purposes.
 BH2743 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2743 ** area with valid NAVD 88 orthometric heights.
 BH2743 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2743 ** epoch indicated which incorporates improved geoid heights for the
 BH2743 ** Southern Louisiana Subsidence area.
 BH2743 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2743
 BH2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2743
 BH2743.The geoid height was determined by GEOID03.
 BH2743
 BH2743;                    North         East     Units Scale Factor Converg.
 BH2743;SPC LA S     -   198,881.936 1,152,367.073   MT  0.99993797   +0 47 31.0
 BH2743;SPC LA S     -   652,498.49  3,780,724.31   sFT  0.99993797   +0 47 31.0
 BH2743;SPC MS E     -    87,339.869   211,859.820   MT  1.00004581   -0 27 43.4
 BH2743;SPC MS E     -   286,547.55    695,076.76   sFT  1.00004581   -0 27 43.4
 BH2743;UTM  16      - 3,353,539.094   235,528.500   MT  1.00046300   -1 23 14.5
 BH2743
 BH2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2743!SPC LA S     -   1.00000240  x   0.99993797  =   0.99994037
 BH2743!SPC MS E     -   1.00000240  x   1.00004581  =   1.00004821
 BH2743!UTM  16      -   1.00000240  x   1.00046300  =   1.00046540
 BH2743
 BH2743:                Primary Azimuth Mark                     Grid Az
 BH2743:SPC LA S     -  52A007                                   196 12 56.1
 BH2743:SPC MS E     -  52A007                                   197 28 10.5
 BH2743:UTM  16      -  52A007                                   198 23 41.6
 BH2743
 BH2743|---------------------------------------------------------------------|
 BH2743| PID    Reference Object                     Distance      Geod. Az  |
 BH2743|                                                           dddmmss.s |
 BH2743| BH2852 52A007                              APPROX. 1.7 KM 1970027.1 |
 BH2743|---------------------------------------------------------------------|
 BH2743
 BH2743                          SUPERSEDED SURVEY CONTROL
 BH2743
 BH2743  NAD 83(1992)-  30 17 05.06695(N)    089 44 58.14874(W) AD(       ) 2
 BH2743  NAD 83(1986)-  30 17 05.07380(N)    089 44 58.14593(W) AD(       ) 2
 BH2743  NAD 27      -  30 17 04.37548(N)    089 44 57.92406(W) AD(       ) 2
 BH2743  NGVD 29 (07/19/86)   11.5    (m)           38.     (f) VERT ANG       
 BH2743
 BH2743.Superseded values are not recommended for survey control.
 BH2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2743.See file dsdata.txt to determine how the superseded data were derived.
 BH2743
 BH2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3552953539(NAD 83)
 BH2743_MARKER: O = CHISELED CIRCLE
 BH2743_SETTING: 0 = UNSPECIFIED SETTING
 BH2743_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2743
 BH2743  HISTORY     - Date     Condition        Report By
 BH2743  HISTORY     - 1965     MONUMENTED       LADH
 BH2743  HISTORY     - 1986     GOOD             LADTD
 BH2743
 BH2743                          STATION DESCRIPTION
 BH2743
 BH2743'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2743'STATION IS SET IN THE WEST SIDE OF THE NORTH BOUND BRIDGE OVER EAST
 BH2743'HALL AVENUE ON I-10. STATION IS MARKED BY A BRASS PLATE 2 X 6 INCHES
 BH2743'SET IN THE ROADWAY OF THE BRIDGE OR OVERPASS, 3 FEET EAST OF THE
 BH2743'CURB, AND IS STAMPED 52A008.
 BH2743'
 BH2743'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF U.S.
 BH2743'HIGHWAY 11 AND COUSIN STREET) SLIDELL, LOUISIANA, FOLLOW U.S.
 BH2743'HIGHWAY 11 NORTH FOR 0.83 MILES TO THE CORNER OF EAST HALL AVENUE,
 BH2743'THENCE ALONG EAST HALL AVENUE FOR 1.80 MILES TO STATION SET IN
 BH2743'OVERPASS ON INTERCHANGE.
 BH2743'
 BH2743'R.M. NO. 1 IS SET 79.320 FEET SOUTH OF THE STATION IN THE SOUTHWEST
 BH2743'CORNER OF THE EAST HALL AVENUE OVERPASS ON I-10. R.M. IS IN THE
 BH2743'ABUTMENT 3 FEET EAST OF THE WEST CURB. R.M. IS STANDARD BRONZE DISK
 BH2743'STAMPED R.M. NO. 1., AND IS ON NORTH BOUND LANE.
 BH2743'
 BH2743'R.M. NO. 2 IS SET 121.988 FEET NORTH OF THE STATION IN THE NORTHWEST
 BH2743'CORNER OF THE EAST HALL AVENUE OVERPASS ON I-10. R.M. IS IN THE
 BH2743'ABUTMENT 3 FEET EAST OF THE WEST CURB. R.M. IS STANDARD BRONZE DISK
 BH2743'STAMPED R.M. NO. 2., AND IS ON NORTH BOUND LANE.
 BH2743
 BH2743                          STATION RECOVERY (1986)
 BH2743
 BH2743'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2743'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BH2743'THE SURFACE MARK TYPE IS AN 2 BY 6 INCH BRASS PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2864 ***********************************************************************
 BH2864  DESIGNATION -  52A009 LDH 1965
 BH2864  PID         -  BH2864
 BH2864  STATE/COUNTY-  LA/ST TAMMANY
 BH2864  USGS QUAD   -  SLIDELL (1994)
 BH2864
 BH2864                         *CURRENT SURVEY CONTROL
 BH2864  ___________________________________________________________________
 BH2864* NAD 83(1992)-  30 17 04.81823(N)    089 46 49.03353(W)     ADJUSTED  
 BH2864* NAVD 88     -         4.0  **(meters)      13.   **(feet)  VERTCON   
 BH2864  **This station is located in a subsidence area (see below).
 BH2864  ___________________________________________________________________
 BH2864  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BH2864  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BH2864
 BH2864  HORZ ORDER  -  SECOND
 BH2864
 BH2864.The horizontal coordinates were established by classical geodetic methods
 BH2864.and adjusted by the National Geodetic Survey in May 1994..
 BH2864
 BH2864 ** The orthometric height has not been validated since last determined
 BH2864 ** by differential leveling and should not be used for control purposes.
 BH2864 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2864 ** area with valid NAVD 88 orthometric heights.
 BH2864 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2864 ** epoch indicated which incorporates improved geoid heights for the
 BH2864 ** Southern Louisiana Subsidence area.
 BH2864 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2864
 BH2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2864
 BH2864.The geoid height was determined by GEOID03.
 BH2864
 BH2864;                    North         East     Units Scale Factor Converg.
 BH2864;SPC LA S     -   198,833.909 1,149,404.281   MT  0.99993796   +0 46 35.6
 BH2864;SPC LA S     -   652,340.92  3,771,003.88   sFT  0.99993796   +0 46 35.6
 BH2864;SPC MS E     -    87,356.698   208,896.358   MT  1.00005236   -0 28 39.3
 BH2864;SPC MS E     -   286,602.77    685,354.13   sFT  1.00005236   -0 28 39.3
 BH2864;UTM  16      - 3,353,603.806   232,564.441   MT  1.00048246   -1 24 10.5
 BH2864
 BH2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2864!SPC LA S     -   1.00000358  x   0.99993796  =   0.99994154
 BH2864!SPC MS E     -   1.00000358  x   1.00005236  =   1.00005594
 BH2864!UTM  16      -   1.00000358  x   1.00048246  =   1.00048604
 BH2864
 BH2864:                Primary Azimuth Mark                     Grid Az
 BH2864:SPC LA S     -  52A008                                   089 04 16.4
 BH2864:SPC MS E     -  52A008                                   090 19 31.3
 BH2864:UTM  16      -  52A008                                   091 15 02.5
 BH2864
 BH2864|---------------------------------------------------------------------|
 BH2864| PID    Reference Object                     Distance      Geod. Az  |
 BH2864|                                                           dddmmss.s |
 BH2864| BH2743 52A008                              APPROX. 3.0 KM 0895052.0 |
 BH2864| BH2865 52A010 LDH 1965                     450.842 METERS 1985402.6 |
 BH2864| BH2869 SLIDELL 2 AZ MK                     454.945 METERS 2011200.2 |
 BH2864|---------------------------------------------------------------------|
 BH2864
 BH2864                          SUPERSEDED SURVEY CONTROL
 BH2864
 BH2864  NAD 83(1992)-  30 17 04.82423(N)    089 46 49.03234(W) AD(       ) 2
 BH2864  NAD 83(1986)-  30 17 04.83132(N)    089 46 49.02961(W) AD(       ) 2
 BH2864  NAD 27      -  30 17 04.13374(N)    089 46 48.80301(W) AD(       ) 2
 BH2864  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 BH2864
 BH2864.Superseded values are not recommended for survey control.
 BH2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2864.See file dsdata.txt to determine how the superseded data were derived.
 BH2864
 BH2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3256453604(NAD 83)
 BH2864_MARKER: DD = SURVEY DISK
 BH2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2864+STABILITY: SURFACE MOTION
 BH2864
 BH2864  HISTORY     - Date     Condition        Report By
 BH2864  HISTORY     - 1965     MONUMENTED       LADH
 BH2864
 BH2864                          STATION DESCRIPTION
 BH2864
 BH2864'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2864'STATION IS 1.80 MILES WEST ALONG EAST HALL AVENUE FROM THE EAST HALL
 BH2864'AVENUE INTERCHANGE ON I-10, 14.80 FEET SOUTH OF
 BH2864'CENTERLINE OF EAST HALL
 BH2864'AVENUE, 4.20 FEET WEST OF WEST RAIL OF MAIN LINE OF THE SOUTHERN
 BH2864'R.  R., 33.00 FEET WEST OF A WITNESS POST, 80.00 FEET NORTHWEST OF
 BH2864'A TELEPHONE POLE (U-4), 126.00 FEET WEST OF THE CENTERLINE OF
 BH2864'U.S.  HIGHWAY 11, AND 98.20 FEET SOUTHWEST OF CLEARING POST ON
 BH2864'EAST SIDING ON SOU. R.R.
 BH2864'
 BH2864'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2864'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND. STATION IS
 BH2864'STAMPED 52A009.
 BH2864'
 BH2864'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF U.S.
 BH2864'HIGHWAY 11 AND COUSIN STREET) SLIDELL, LOUISIANA, FOLLOW U.S.
 BH2864'HIGHWAY 11 NORTH FOR 0.83 MILES TO STATION SET ON WEST SIDE OF
 BH2864'HIGHWAY 11 ON R.R. RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2865 ***********************************************************************
 BH2865  DESIGNATION -  52A010 LDH 1965
 BH2865  PID         -  BH2865
 BH2865  STATE/COUNTY-  LA/ST TAMMANY
 BH2865  USGS QUAD   -  SLIDELL (1994)
 BH2865
 BH2865                         *CURRENT SURVEY CONTROL
 BH2865  ___________________________________________________________________
 BH2865* NAD 83(1992)-  30 16 50.96687(N)    089 46 54.49792(W)     ADJUSTED  
 BH2865* NAVD 88     -         3.5  **(meters)      11.   **(feet)  VERTCON   
 BH2865  **This station is located in a subsidence area (see below).
 BH2865  ___________________________________________________________________
 BH2865  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BH2865  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BH2865
 BH2865  HORZ ORDER  -  SECOND
 BH2865
 BH2865.The horizontal coordinates were established by classical geodetic methods
 BH2865.and adjusted by the National Geodetic Survey in May 1994..
 BH2865
 BH2865 ** The orthometric height has not been validated since last determined
 BH2865 ** by differential leveling and should not be used for control purposes.
 BH2865 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2865 ** area with valid NAVD 88 orthometric heights.
 BH2865 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2865 ** epoch indicated which incorporates improved geoid heights for the
 BH2865 ** Southern Louisiana Subsidence area.
 BH2865 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2865
 BH2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2865
 BH2865.The geoid height was determined by GEOID03.
 BH2865
 BH2865;                    North         East     Units Scale Factor Converg.
 BH2865;SPC LA S     -   198,405.462 1,149,264.043   MT  0.99993763   +0 46 32.8
 BH2865;SPC LA S     -   650,935.25  3,770,543.78   sFT  0.99993763   +0 46 32.8
 BH2865;SPC MS E     -    86,931.374   208,746.759   MT  1.00005269   -0 28 41.8
 BH2865;SPC MS E     -   285,207.35    684,863.33   sFT  1.00005269   -0 28 41.8
 BH2865;UTM  16      - 3,353,180.772   232,407.926   MT  1.00048349   -1 24 12.7
 BH2865
 BH2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2865!SPC LA S     -   1.00000366  x   0.99993763  =   0.99994129
 BH2865!SPC MS E     -   1.00000366  x   1.00005269  =   1.00005635
 BH2865!UTM  16      -   1.00000366  x   1.00048349  =   1.00048715
 BH2865
 BH2865:                Primary Azimuth Mark                     Grid Az
 BH2865:SPC LA S     -  52A009 LDH 1965                          018 07 27.1
 BH2865:SPC MS E     -  52A009 LDH 1965                          019 22 41.7
 BH2865:UTM  16      -  52A009 LDH 1965                          020 18 12.6
 BH2865
 BH2865|---------------------------------------------------------------------|
 BH2865| PID    Reference Object                     Distance      Geod. Az  |
 BH2865|                                                           dddmmss.s |
 BH2865| BH2864 52A009 LDH 1965                     450.842 METERS 0185359.9 |
 BH2865| BH2857 52A011 LDH 1965                     330.904 METERS 09255     |
 BH2865| BH2856 SLIDELL                             330.228 METERS 09334     |
 BH2865| BH2869 SLIDELL 2 AZ MK                      18.631 METERS 27720     |
 BH2865|---------------------------------------------------------------------|
 BH2865
 BH2865                          SUPERSEDED SURVEY CONTROL
 BH2865
 BH2865  NAD 83(1992)-  30 16 50.97269(N)    089 46 54.49677(W) AD(       ) 2
 BH2865  NAD 83(1986)-  30 16 50.97979(N)    089 46 54.49412(W) AD(       ) 2
 BH2865  NAD 27      -  30 16 50.28182(N)    089 46 54.26746(W) AD(       ) 2
 BH2865  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 BH2865
 BH2865.Superseded values are not recommended for survey control.
 BH2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2865.See file dsdata.txt to determine how the superseded data were derived.
 BH2865
 BH2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3240853181(NAD 83)
 BH2865_MARKER: DD = SURVEY DISK
 BH2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2865+STABILITY: SURFACE MOTION
 BH2865
 BH2865  HISTORY     - Date     Condition        Report By
 BH2865  HISTORY     - 1965     MONUMENTED       LADH
 BH2865
 BH2865                          STATION DESCRIPTION
 BH2865
 BH2865'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2865'STATION IS LOCATED AT THE PENN. AVENUE RAILROAD CROSSING IN SLIDELL,
 BH2865'LOUISIANA, 4.50 FEET WEST OF THE WEST RAIL ON THE MAIN LINE OF
 BH2865'THE SOUTHERN R.R., 4.50 FEET EAST OF THE EAST RAIL OF A SPUR OR
 BH2865'SIDE TRACK, 11.00 FEET SOUTH OF THE CENTERLINE OF THE PENN. AVENUE
 BH2865'CROSSING, 24.20 FEET NORTHEAST OF A WITNESS POST 42.20 FEET
 BH2865'NORTHWEST OF A CORNER ON A BLOCK BUILDING OF THE GENERAL LUMBER
 BH2865'AND SUPPLY CO., INC., AND 83.50 FEET SOUTHWEST OF THE SOUTHWEST
 BH2865'CORNER OF THE SLIDELL FARMERS SUPPLY BUILDING.
 BH2865'
 BH2865'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2865'3 INCHES BELOW THE SURFACE OF THE GROUND. STATION IS STAMPED
 BH2865'52A010.
 BH2865'
 BH2865'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF HIGHWAY
 BH2865'11 AND COUSIN STREET) IN SLIDELL, LA., FOLLOW U.S. HIGHWAY 11 NORTH
 BH2865'FOR 0.63 MILES TO THE CORNER OF PENN. AVENUE. STATION IS LOCATED
 BH2865'WEST OF THE INTERSECTION OF PENN. AVENUE AND U.S. HIGHWAY 11 IN
 BH2865'PENN.  AVENUE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2857 ***********************************************************************
 BH2857  DESIGNATION -  52A011 LDH 1965
 BH2857  PID         -  BH2857
 BH2857  STATE/COUNTY-  LA/ST TAMMANY
 BH2857  USGS QUAD   -  SLIDELL (1994)
 BH2857
 BH2857                         *CURRENT SURVEY CONTROL
 BH2857  ___________________________________________________________________
 BH2857* NAD 83(1992)-  30 16 50.42013(N)    089 46 42.13258(W)     ADJUSTED  
 BH2857* NAVD 88     -         3.1  **(meters)      10.   **(feet)  VERTCON   
 BH2857  **This station is located in a subsidence area (see below).
 BH2857  ___________________________________________________________________
 BH2857  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2857  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BH2857
 BH2857  HORZ ORDER  -  SECOND
 BH2857
 BH2857.The horizontal coordinates were established by classical geodetic methods
 BH2857.and adjusted by the National Geodetic Survey in May 1994..
 BH2857
 BH2857 ** The orthometric height has not been validated since last determined
 BH2857 ** by differential leveling and should not be used for control purposes.
 BH2857 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2857 ** area with valid NAVD 88 orthometric heights.
 BH2857 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2857 ** epoch indicated which incorporates improved geoid heights for the
 BH2857 ** Southern Louisiana Subsidence area.
 BH2857 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2857
 BH2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2857
 BH2857.The geoid height was determined by GEOID03.
 BH2857
 BH2857;                    North         East     Units Scale Factor Converg.
 BH2857;SPC LA S     -   198,393.108 1,149,594.696   MT  0.99993762   +0 46 39.0
 BH2857;SPC LA S     -   650,894.72  3,771,628.60   sFT  0.99993762   +0 46 39.0
 BH2857;SPC MS E     -    86,911.784   209,077.100   MT  1.00005195   -0 28 35.6
 BH2857;SPC MS E     -   285,143.08    685,947.12   sFT  1.00005195   -0 28 35.6
 BH2857;UTM  16      - 3,353,155.839   232,738.049   MT  1.00048131   -1 24 06.4
 BH2857
 BH2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2857!SPC LA S     -   1.00000372  x   0.99993762  =   0.99994134
 BH2857!SPC MS E     -   1.00000372  x   1.00005195  =   1.00005567
 BH2857!UTM  16      -   1.00000372  x   1.00048131  =   1.00048503
 BH2857
 BH2857|---------------------------------------------------------------------|
 BH2857| PID    Reference Object                     Distance      Geod. Az  |
 BH2857|                                                           dddmmss.s |
 BH2857| BH2856 SLIDELL                               3.784 METERS 19332     |
 BH2857| BH2865 52A010 LDH 1965                     330.904 METERS 27255     |
 BH2857|---------------------------------------------------------------------|
 BH2857
 BH2857                          SUPERSEDED SURVEY CONTROL
 BH2857
 BH2857  NAD 83(1992)-  30 16 50.42598(N)    089 46 42.13167(W) AD(       ) 2
 BH2857  NAD 83(1986)-  30 16 50.43284(N)    089 46 42.12891(W) AD(       ) 2
 BH2857  NAD 27      -  30 16 49.73497(N)    089 46 41.90219(W) AD(       ) 2
 BH2857  NGVD 29 (07/19/86)    3.1    (m)           10.     (f) VERT ANG       
 BH2857
 BH2857.Superseded values are not recommended for survey control.
 BH2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2857.See file dsdata.txt to determine how the superseded data were derived.
 BH2857
 BH2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3273853156(NAD 83)
 BH2857_MARKER: DD = SURVEY DISK
 BH2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2857+STABILITY: SURFACE MOTION
 BH2857
 BH2857  HISTORY     - Date     Condition        Report By
 BH2857  HISTORY     - 1965     MONUMENTED       LADH
 BH2857
 BH2857                          STATION DESCRIPTION
 BH2857
 BH2857'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2857'STATION IS EAST ALONG PENN. STREET ON THE CORNER OF PENN. AND 5TH
 BH2857'STREETS FROM U.S. HIGHWAY 11, 22.65 FEET SOUTH OF CENTERLINE OF
 BH2857'PENN. AVENUE, 34.10 FEET WEST OF THE CENTERLINE OF 5TH STREET,
 BH2857'6.95 FEET NORTHWEST OF THE NORTHEAST CORNER OF A BRICK WALL AROUND
 BH2857'AN ATHELETIC FIELD, 1.65 FEET WEST OF A WITNESS POST, AND 1.00
 BH2857'FEET SOUTH OF A BRICK WALK.
 BH2857'
 BH2857'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2857'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND. STATION IS
 BH2857'STAMPED 52A011.
 BH2857'
 BH2857'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF
 BH2857'U.S. HIGHWAY 11 AND COUSIN STREET) SLIDELL, LA., FOLLOW U.S.
 BH2857'HIGHWAY 11 NORTH FOR 0.63 MILES TO THE CORNER OF PENN. STREET,
 BH2857'THENCE, EAST ALONG PENN. STREET FOR TWO BLOCKS TO STATION ON THE
 BH2857'CORNER OF PENN.  STREET AND 5TH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2736 ***********************************************************************
 BH2736  DESIGNATION -  52B001
 BH2736  PID         -  BH2736
 BH2736  STATE/COUNTY-  LA/ST TAMMANY
 BH2736  USGS QUAD   -  HAASWOOD (1993)
 BH2736
 BH2736                         *CURRENT SURVEY CONTROL
 BH2736  ___________________________________________________________________
 BH2736* NAD 83(1992)-  30 17 49.01450(N)    089 44 42.90349(W)     ADJUSTED  
 BH2736* NAVD 88     -         6.2  **(meters)      20.   **(feet)  VERTCON   
 BH2736  **This station is located in a subsidence area (see below).
 BH2736  ___________________________________________________________________
 BH2736  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BH2736  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BH2736
 BH2736  HORZ ORDER  -  SECOND
 BH2736
 BH2736.The horizontal coordinates were established by classical geodetic methods
 BH2736.and adjusted by the National Geodetic Survey in May 1994..
 BH2736
 BH2736 ** The orthometric height has not been validated since last determined
 BH2736 ** by differential leveling and should not be used for control purposes.
 BH2736 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2736 ** area with valid NAVD 88 orthometric heights.
 BH2736 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2736 ** epoch indicated which incorporates improved geoid heights for the
 BH2736 ** Southern Louisiana Subsidence area.
 BH2736 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2736.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2736
 BH2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2736
 BH2736.The geoid height was determined by GEOID03.
 BH2736
 BH2736;                    North         East     Units Scale Factor Converg.
 BH2736;SPC LA S     -   200,240.858 1,152,755.711   MT  0.99993904   +0 47 38.6
 BH2736;SPC LA S     -   656,956.88  3,781,999.36   sFT  0.99993904   +0 47 38.6
 BH2736;SPC MS E     -    88,690.104   212,278.151   MT  1.00004490   -0 27 36.3
 BH2736;SPC MS E     -   290,977.45    696,449.23   sFT  1.00004490   -0 27 36.3
 BH2736;UTM  16      - 3,354,882.955   235,968.768   MT  1.00046013   -1 23 08.6
 BH2736
 BH2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2736!SPC LA S     -   1.00000324  x   0.99993904  =   0.99994228
 BH2736!SPC MS E     -   1.00000324  x   1.00004490  =   1.00004814
 BH2736!UTM  16      -   1.00000324  x   1.00046013  =   1.00046337
 BH2736
 BH2736:                Primary Azimuth Mark                     Grid Az
 BH2736:SPC LA S     -  52A008                                   195 57 35.9
 BH2736:SPC MS E     -  52A008                                   197 12 50.8
 BH2736:UTM  16      -  52A008                                   198 08 23.1
 BH2736
 BH2736|---------------------------------------------------------------------|
 BH2736| PID    Reference Object                     Distance      Geod. Az  |
 BH2736|                                                           dddmmss.s |
 BH2736| BH2743 52A008                              APPROX. 1.4 KM 1964514.5 |
 BH2736|---------------------------------------------------------------------|
 BH2736
 BH2736                          SUPERSEDED SURVEY CONTROL
 BH2736
 BH2736  NAD 83(1992)-  30 17 49.02096(N)    089 44 42.90230(W) AD(       ) 2
 BH2736  NAD 83(1986)-  30 17 49.02752(N)    089 44 42.89945(W) AD(       ) 2
 BH2736  NAD 27      -  30 17 48.33018(N)    089 44 42.67761(W) AD(       ) 2
 BH2736  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG       
 BH2736
 BH2736.Superseded values are not recommended for survey control.
 BH2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2736.See file dsdata.txt to determine how the superseded data were derived.
 BH2736
 BH2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3596954883(NAD 83)
 BH2736_MARKER: DD = SURVEY DISK
 BH2736_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH2736+WITH SETTING: PAVEMENT
 BH2736_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2736
 BH2736  HISTORY     - Date     Condition        Report By
 BH2736  HISTORY     - 1965     MONUMENTED       LADH
 BH2736  HISTORY     - 1986     MARK NOT FOUND   LADTD
 BH2736
 BH2736                          STATION DESCRIPTION
 BH2736
 BH2736'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2736'STATION IS SET IN THE NORTHWEST CORNER OF A BRIDGE OVER A DRAINAGE
 BH2736'CANAL ON THE SOUTH BOUND ROADWAY ON INTERSTATE 10 AND IS MARKED BY
 BH2736'A STANDARD BRONZE DISK SET IN THE ROADWAY OF THE BRIDGE IN THE
 BH2736'ABUTMENT, 13.00 FEET FROM THE CURB. STATION IS 20.20 FEET
 BH2736'SOUTHEAST OF A WITNESS POST AND IS STAMPED 52B001.
 BH2736'
 BH2736'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF
 BH2736'U.S. HIGHWAY 11 AND COUSIN STREET) SLIDELL, LA., FOLLOW U.S. HIGHWAY
 BH2736'11 NORTH FOR 0.83 MILES TO THE CORNER OF EAST HALL AVENUE, THENCE
 BH2736'EAST ALONG EAST HALL AVENUE FOR 1.80 MILES TO THE INTERCHANGE ON
 BH2736'INTERSTATE 10, THENCE NORTH ALONG I-10 FOR 0.89 MILES TO STATION
 BH2736'ON SOUTH BOUND ROADWAY OF BRIDGE.
 BH2736
 BH2736                          STATION RECOVERY (1986)
 BH2736
 BH2736'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2736'THE STATION MARK APPEARS TO BE COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2739 ***********************************************************************
 BH2739  DESIGNATION -  52B002
 BH2739  PID         -  BH2739
 BH2739  STATE/COUNTY-  LA/ST TAMMANY
 BH2739  USGS QUAD   -  HAASWOOD (1993)
 BH2739
 BH2739                         *CURRENT SURVEY CONTROL
 BH2739  ___________________________________________________________________
 BH2739* NAD 83(1992)-  30 18 37.37898(N)    089 44 22.56465(W)     ADJUSTED  
 BH2739* NAVD 88     -        13.4  **(meters)      44.   **(feet)  VERTCON   
 BH2739  **This station is located in a subsidence area (see below).
 BH2739  ___________________________________________________________________
 BH2739  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BH2739  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BH2739
 BH2739  HORZ ORDER  -  SECOND
 BH2739
 BH2739.The horizontal coordinates were established by classical geodetic methods
 BH2739.and adjusted by the National Geodetic Survey in May 1994..
 BH2739
 BH2739 ** The orthometric height has not been validated since last determined
 BH2739 ** by differential leveling and should not be used for control purposes.
 BH2739 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2739 ** area with valid NAVD 88 orthometric heights.
 BH2739 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2739 ** epoch indicated which incorporates improved geoid heights for the
 BH2739 ** Southern Louisiana Subsidence area.
 BH2739 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2739
 BH2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2739
 BH2739.The geoid height was determined by GEOID03.
 BH2739
 BH2739;                    North         East     Units Scale Factor Converg.
 BH2739;SPC LA S     -   201,737.494 1,153,278.399   MT  0.99994028   +0 47 48.8
 BH2739;SPC LA S     -   661,867.09  3,783,714.21   sFT  0.99994028   +0 47 48.8
 BH2739;SPC MS E     -    90,175.096   212,833.531   MT  1.00004370   -0 27 26.7
 BH2739;SPC MS E     -   295,849.46    698,271.34   sFT  1.00004370   -0 27 26.7
 BH2739;UTM  16      - 3,356,359.390   236,548.311   MT  1.00045635   -1 23 00.4
 BH2739
 BH2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2739!SPC LA S     -   1.00000211  x   0.99994028  =   0.99994239
 BH2739!SPC MS E     -   1.00000211  x   1.00004370  =   1.00004581
 BH2739!UTM  16      -   1.00000211  x   1.00045635  =   1.00045847
 BH2739
 BH2739:                Primary Azimuth Mark                     Grid Az
 BH2739:SPC LA S     -  52 B 003                                 007 45 25.7
 BH2739:SPC MS E     -  52 B 003                                 009 00 41.2
 BH2739:UTM  16      -  52 B 003                                 009 56 14.9
 BH2739
 BH2739|---------------------------------------------------------------------|
 BH2739| PID    Reference Object                     Distance      Geod. Az  |
 BH2739|                                                           dddmmss.s |
 BH2739| BH2741 52 B 003                            APPROX. 1.5 KM 0083314.5 |
 BH2739| BH2749 52H029                              486.101 METERS 2012706.8 |
 BH2739|---------------------------------------------------------------------|
 BH2739
 BH2739                          SUPERSEDED SURVEY CONTROL
 BH2739
 BH2739  NAD 83(1992)-  30 18 37.38578(N)    089 44 22.56339(W) AD(       ) 2
 BH2739  NAD 83(1986)-  30 18 37.39204(N)    089 44 22.56048(W) AD(       ) 2
 BH2739  NAD 27      -  30 18 36.69570(N)    089 44 22.33876(W) AD(       ) 2
 BH2739  NGVD 29 (07/19/86)   13.4    (m)           44.     (f) VERT ANG       
 BH2739
 BH2739.Superseded values are not recommended for survey control.
 BH2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2739.See file dsdata.txt to determine how the superseded data were derived.
 BH2739
 BH2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3654856359(NAD 83)
 BH2739_MARKER: DD = SURVEY DISK
 BH2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2739_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2739
 BH2739  HISTORY     - Date     Condition        Report By
 BH2739  HISTORY     - 1965     MONUMENTED       LADH
 BH2739  HISTORY     - 1976     GOOD             NGS
 BH2739  HISTORY     - 1986     GOOD             LADTD
 BH2739
 BH2739                          STATION DESCRIPTION
 BH2739
 BH2739'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2739'STATION IS SET IN THE NORTHEAST CORNER OF THE OVERPASS ON BROWN
 BH2739'SWITCH ROAD AND IS MARKED BY A STANDARD BRONZE DISK SET IN THE
 BH2739'ROADWAY OF THE OVERPASS IN THE ABUTMENT, 3 FEET FROM THE CURB.
 BH2739'STATION IS STAMPED 52B002. STATION IS 8.05 FEET SOUTHWEST OF A
 BH2739'WITNESS POST.
 BH2739'
 BH2739'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF U.S.
 BH2739'HIGHWAY 11 AND COUSIN STREET) SLIDELL, LA., FOLLOW U.S. HIGHWAY 11
 BH2739'NORTH FOR 0.83 MILES TO THE CORNER OF EAST HALL AVENUE, THENCE
 BH2739'ALONG EAST HALL EAST FOR 1.80 MILES TO THE INTERCHANGE ON I-10,
 BH2739'THENCE NORTH ALONG INTERSTATE 10 FOR 1.88 MILES TO STATION
 BH2739'SET IN OVERPASS.
 BH2739
 BH2739                          STATION RECOVERY (1976)
 BH2739
 BH2739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 BH2739'THE STATION WAS VISITED 11-4-76 AND WAS FOUND TO BE IN GOOD
 BH2739'CONDITION. THE 1965 DESCRIPTION IS ADEQUATE TO FIND THE MARK.
 BH2739'
 BH2739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 BH2739'OF SLIDELL.
 BH2739
 BH2739                          STATION RECOVERY (1986)
 BH2739
 BH2739'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2739'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2740 ***********************************************************************
 BH2740  DESIGNATION -  52B004
 BH2740  PID         -  BH2740
 BH2740  STATE/COUNTY-  LA/ST TAMMANY
 BH2740  USGS QUAD   -  HAASWOOD (1993)
 BH2740
 BH2740                         *CURRENT SURVEY CONTROL
 BH2740  ___________________________________________________________________
 BH2740* NAD 83(1992)-  30 20 09.42193(N)    089 44 14.40537(W)     ADJUSTED  
 BH2740* NAVD 88     -         9.1  **(meters)      30.   **(feet)  VERTCON   
 BH2740  **This station is located in a subsidence area (see below).
 BH2740  ___________________________________________________________________
 BH2740  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BH2740  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BH2740
 BH2740  HORZ ORDER  -  SECOND
 BH2740
 BH2740.The horizontal coordinates were established by classical geodetic methods
 BH2740.and adjusted by the National Geodetic Survey in May 1994..
 BH2740
 BH2740 ** The orthometric height has not been validated since last determined
 BH2740 ** by differential leveling and should not be used for control purposes.
 BH2740 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2740 ** area with valid NAVD 88 orthometric heights.
 BH2740 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2740 ** epoch indicated which incorporates improved geoid heights for the
 BH2740 ** Southern Louisiana Subsidence area.
 BH2740 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2740
 BH2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2740
 BH2740.The geoid height was determined by GEOID03.
 BH2740
 BH2740;                    North         East     Units Scale Factor Converg.
 BH2740;SPC LA S     -   204,574.445 1,153,456.891   MT  0.99994278   +0 47 52.9
 BH2740;SPC LA S     -   671,174.66  3,784,299.82   sFT  0.99994278   +0 47 52.9
 BH2740;SPC MS E     -    93,007.748   213,074.113   MT  1.00004318   -0 27 23.8
 BH2740;SPC MS E     -   305,142.92    699,060.65   sFT  1.00004318   -0 27 23.8
 BH2740;UTM  16      - 3,359,188.947   236,834.776   MT  1.00045449   -1 23 00.0
 BH2740
 BH2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2740!SPC LA S     -   1.00000280  x   0.99994278  =   0.99994558
 BH2740!SPC MS E     -   1.00000280  x   1.00004318  =   1.00004598
 BH2740!UTM  16      -   1.00000280  x   1.00045449  =   1.00045729
 BH2740
 BH2740:                Primary Azimuth Mark                     Grid Az
 BH2740:SPC LA S     -  52 B 003                                 178 46 13.8
 BH2740:SPC MS E     -  52 B 003                                 180 01 30.5
 BH2740:UTM  16      -  52 B 003                                 180 57 06.7
 BH2740
 BH2740|---------------------------------------------------------------------|
 BH2740| PID    Reference Object                     Distance      Geod. Az  |
 BH2740|                                                           dddmmss.s |
 BH2740| BH2741 52 B 003                            APPROX. 1.3 KM 1793406.7 |
 BH2740|---------------------------------------------------------------------|
 BH2740
 BH2740                          SUPERSEDED SURVEY CONTROL
 BH2740
 BH2740  NAD 83(1992)-  30 20 09.42917(N)    089 44 14.40428(W) AD(       ) 2
 BH2740  NAD 83(1986)-  30 20 09.43493(N)    089 44 14.40109(W) AD(       ) 2
 BH2740  NAD 27      -  30 20 08.74066(N)    089 44 14.17807(W) AD(       ) 2
 BH2740  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 BH2740
 BH2740.Superseded values are not recommended for survey control.
 BH2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2740.See file dsdata.txt to determine how the superseded data were derived.
 BH2740
 BH2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3683559189(NAD 83)
 BH2740_MARKER: DD = SURVEY DISK
 BH2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2740_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2740+STABILITY: SURFACE MOTION
 BH2740
 BH2740  HISTORY     - Date     Condition        Report By
 BH2740  HISTORY     - 1965     MONUMENTED       LADH
 BH2740  HISTORY     - 1986     GOOD             LADTD
 BH2740
 BH2740                          STATION DESCRIPTION
 BH2740
 BH2740'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2740'STATION IS 1.76 MILES NORTH ALONG INTERSTATE 59 FROM THE BROWN SWITCH
 BH2740'ROAD OVERPASS, 101.50 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 BH2740'ROADWAY OF INTERSTATE 59, 72.60 FEET SOUTH OF RIGHT OF WAY MARKER
 BH2740'IN RIGHT OF WAY FENCE, 1.20 FEET EAST OF A WITNESS POST, 2.55 FEET
 BH2740'WEST OF THE RIGHT OF WAY FENCE AND ON THE CREST OF A HILL.
 BH2740'
 BH2740'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2740'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND. STATION IS
 BH2740'STAMPED 52B004.
 BH2740'
 BH2740'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF U.S.
 BH2740'HIGHWAY 11 AND COUSIN STREET) SLIDELL, LA., FOLLOW ALONG U.S.
 BH2740'HIGHWAY 11 NORTH FOR 0.83 MILES TO THE CORNER OF EAST HALL AVENUE,
 BH2740'THENCE EAST ALONG EAST HALL AVENUE FOR 1.80 MILES TO INTERCHANGE
 BH2740'ON INTERSTATE 10, THENCE NORTH ALONG INTERSTATE 10 AND 59 FOR 3.64
 BH2740'MILES TO STATION ON THE EAST SIDE OF THE NORTH BOUND ROADWAY.
 BH2740
 BH2740                          STATION RECOVERY (1986)
 BH2740
 BH2740'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2740'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BH2740'ADD TO REFERENCE, 16.2 METERS (53 FT) NORTH-NORTHWEST OF THE WEST
 BH2740'PILING OF A BILLBOARD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2738 ***********************************************************************
 BH2738  DESIGNATION -  52B005
 BH2738  PID         -  BH2738
 BH2738  STATE/COUNTY-  LA/ST TAMMANY
 BH2738  USGS QUAD   -  HAASWOOD (1993)
 BH2738
 BH2738                         *CURRENT SURVEY CONTROL
 BH2738  ___________________________________________________________________
 BH2738* NAD 83(1992)-  30 21 12.73209(N)    089 44 27.67994(W)     ADJUSTED  
 BH2738* NAVD 88     -        14.1  **(meters)      46.   **(feet)  VERTCON   
 BH2738  **This station is located in a subsidence area (see below).
 BH2738  ___________________________________________________________________
 BH2738  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BH2738  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BH2738
 BH2738  HORZ ORDER  -  SECOND
 BH2738
 BH2738.The horizontal coordinates were established by classical geodetic methods
 BH2738.and adjusted by the National Geodetic Survey in May 1994..
 BH2738
 BH2738 ** The orthometric height has not been validated since last determined
 BH2738 ** by differential leveling and should not be used for control purposes.
 BH2738 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2738 ** area with valid NAVD 88 orthometric heights.
 BH2738 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2738 ** epoch indicated which incorporates improved geoid heights for the
 BH2738 ** Southern Louisiana Subsidence area.
 BH2738 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2738
 BH2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2738
 BH2738.The geoid height was determined by GEOID03.
 BH2738
 BH2738;                    North         East     Units Scale Factor Converg.
 BH2738;SPC LA S     -   206,518.786 1,153,075.280   MT  0.99994462   +0 47 46.2
 BH2738;SPC LA S     -   677,553.72  3,783,047.81   sFT  0.99994462   +0 47 46.2
 BH2738;SPC MS E     -    94,960.174   212,735.137   MT  1.00004391   -0 27 31.4
 BH2738;SPC MS E     -   311,548.50    697,948.53   sFT  1.00004391   -0 27 31.4
 BH2738;UTM  16      - 3,361,147.408   236,527.304   MT  1.00045648   -1 23 09.4
 BH2738
 BH2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2738!SPC LA S     -   1.00000202  x   0.99994462  =   0.99994664
 BH2738!SPC MS E     -   1.00000202  x   1.00004391  =   1.00004593
 BH2738!UTM  16      -   1.00000202  x   1.00045648  =   1.00045850
 BH2738
 BH2738:                Primary Azimuth Mark                     Grid Az
 BH2738:SPC LA S     -  52B004                                   168 53 45.0
 BH2738:SPC MS E     -  52B004                                   170 09 02.6
 BH2738:UTM  16      -  52B004                                   171 04 40.6
 BH2738
 BH2738|---------------------------------------------------------------------|
 BH2738| PID    Reference Object                     Distance      Geod. Az  |
 BH2738|                                                           dddmmss.s |
 BH2738| BH2740 52B004                              APPROX. 2.0 KM 1694131.2 |
 BH2738|---------------------------------------------------------------------|
 BH2738
 BH2738                          SUPERSEDED SURVEY CONTROL
 BH2738
 BH2738  NAD 83(1992)-  30 21 12.73943(N)    089 44 27.67882(W) AD(       ) 2
 BH2738  NAD 83(1986)-  30 21 12.74508(N)    089 44 27.67556(W) AD(       ) 2
 BH2738  NAD 27      -  30 21 12.05251(N)    089 44 27.45110(W) AD(       ) 2
 BH2738  NGVD 29 (07/19/86)   14.1    (m)           46.     (f) VERT ANG       
 BH2738
 BH2738.Superseded values are not recommended for survey control.
 BH2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2738.See file dsdata.txt to determine how the superseded data were derived.
 BH2738
 BH2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3652761147(NAD 83)
 BH2738_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2738_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH2738+WITH SETTING: PAVEMENT
 BH2738_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2738+STABILITY: SURFACE MOTION
 BH2738
 BH2738  HISTORY     - Date     Condition        Report By
 BH2738  HISTORY     - 1965     MONUMENTED       LADH
 BH2738  HISTORY     - 1986     GOOD             LADTD
 BH2738
 BH2738                          STATION DESCRIPTION
 BH2738
 BH2738'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2738'STATION IS SET IN THE NORTHWEST CORNER OF THE OVERPASS ON STATE
 BH2738'HIGHWAY 1090 AND IS MARKED BY A STANDARD BRONZE DISK SET IN THE
 BH2738'ROADWAY OF THE OVERPASS, IN THE ABUTMENT, 3 FT FROM THE CURB.
 BH2738'STATION IS STAMPED 52B005.
 BH2738'
 BH2738'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF U.
 BH2738'S. HIGHWAY 11 AND COUSIN STREET) SLIDELL, LA., FOLLOW ALONG U.S.
 BH2738'HIGHWAY 11 NORTH FOR 0.83 MILES TO THE CORNER OF EAST HALL AVENUE,
 BH2738'THENCE EAST ALONG EAST HALL AVENUE FOR 1.80 MILES TO THE
 BH2738'INTERCHANGE ON INTERSTATE 10, THENCE NORTH ALONG I-10 AND 59 FOR
 BH2738'4.87 MILES TO STATION SET IN OVERPASS.
 BH2738
 BH2738                          STATION RECOVERY (1986)
 BH2738
 BH2738'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2738'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2737 ***********************************************************************
 BH2737  DESIGNATION -  52B006 LDH 1965
 BH2737  PID         -  BH2737
 BH2737  STATE/COUNTY-  LA/ST TAMMANY
 BH2737  USGS QUAD   -  HAASWOOD (1993)
 BH2737
 BH2737                         *CURRENT SURVEY CONTROL
 BH2737  ___________________________________________________________________
 BH2737* NAD 83(1992)-  30 22 24.08004(N)    089 44 36.94803(W)     ADJUSTED  
 BH2737* NAVD 88     -         4.2  **(meters)      14.   **(feet)  VERTCON   
 BH2737  **This station is located in a subsidence area (see below).
 BH2737  ___________________________________________________________________
 BH2737  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BH2737  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BH2737
 BH2737  HORZ ORDER  -  SECOND
 BH2737
 BH2737.The horizontal coordinates were established by classical geodetic methods
 BH2737.and adjusted by the National Geodetic Survey in May 1994..
 BH2737
 BH2737 ** The orthometric height has not been validated since last determined
 BH2737 ** by differential leveling and should not be used for control purposes.
 BH2737 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2737 ** area with valid NAVD 88 orthometric heights.
 BH2737 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2737 ** epoch indicated which incorporates improved geoid heights for the
 BH2737 ** Southern Louisiana Subsidence area.
 BH2737 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2737
 BH2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2737
 BH2737.The geoid height was determined by GEOID03.
 BH2737
 BH2737;                    North         East     Units Scale Factor Converg.
 BH2737;SPC LA S     -   208,712.111 1,152,797.323   MT  0.99994680   +0 47 41.6
 BH2737;SPC LA S     -   684,749.65  3,782,135.88   sFT  0.99994680   +0 47 41.6
 BH2737;SPC MS E     -    97,159.278   212,505.264   MT  1.00004441   -0 27 37.0
 BH2737;SPC MS E     -   318,763.40    697,194.35   sFT  1.00004441   -0 27 37.0
 BH2737;UTM  16      - 3,363,350.854   236,332.978   MT  1.00045774   -1 23 17.0
 BH2737
 BH2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2737!SPC LA S     -   1.00000359  x   0.99994680  =   0.99995038
 BH2737!SPC MS E     -   1.00000359  x   1.00004441  =   1.00004800
 BH2737!UTM  16      -   1.00000359  x   1.00045774  =   1.00046133
 BH2737
 BH2737:                Primary Azimuth Mark                     Grid Az
 BH2737:SPC LA S     -  52B005                                   172 46 38.9
 BH2737:SPC MS E     -  52B005                                   174 01 57.5
 BH2737:UTM  16      -  52B005                                   174 57 37.5
 BH2737
 BH2737|---------------------------------------------------------------------|
 BH2737| PID    Reference Object                     Distance      Geod. Az  |
 BH2737|                                                           dddmmss.s |
 BH2737| BH2738 52B005                              APPROX. 2.2 KM 1733420.5 |
 BH2737| BH2735 52C001 LDH 1965                     495.722 METERS 2155840.6 |
 BH2737|---------------------------------------------------------------------|
 BH2737
 BH2737                          SUPERSEDED SURVEY CONTROL
 BH2737
 BH2737  NAD 83(1992)-  30 22 24.08763(N)    089 44 36.94688(W) AD(       ) 2
 BH2737  NAD 83(1986)-  30 22 24.09303(N)    089 44 36.94358(W) AD(       ) 2
 BH2737  NAD 27      -  30 22 23.40235(N)    089 44 36.71776(W) AD(       ) 2
 BH2737  NGVD 29 (07/19/86)    4.2    (m)           14.     (f) VERT ANG       
 BH2737
 BH2737.Superseded values are not recommended for survey control.
 BH2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2737.See file dsdata.txt to determine how the superseded data were derived.
 BH2737
 BH2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3633363351(NAD 83)
 BH2737_MARKER: DD = SURVEY DISK
 BH2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2737+STABILITY: SURFACE MOTION
 BH2737
 BH2737  HISTORY     - Date     Condition        Report By
 BH2737  HISTORY     - 1965     MONUMENTED       LADH
 BH2737
 BH2737                          STATION DESCRIPTION
 BH2737
 BH2737'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2737'STATION IS 1.37 MILES NORTH ALONG INTERSTATE 59 FROM THE STATE ROUTE
 BH2737'1090 OVERPASS, 340.30 FT WEST OF THE CENTERLINE OF THE SOUTH BOUND
 BH2737'ROADWAY ON INTERSTATE 59, 1.30 FT WEST OF A WITNESS POST, 260.00
 BH2737'WEST OF A RIGHT OF WAY MARKER, IN A FENCE LINE ALONG THE SOUTH BOUND
 BH2737'LANE OF INTERSTATE 59, AND 300.00 FEET WEST OF THE HEADWALL ON A
 BH2737'3.5 FT DRAIN UNDER INTERSTATE 59.
 BH2737'
 BH2737'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2737'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND. STATION IS
 BH2737'STAMPED 52B006.
 BH2737'
 BH2737'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF U.S.
 BH2737'HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH FOR
 BH2737'0.83 MILES TO THE CORNER OF EAST HALL AVENUE, THENCE EAST ALONG
 BH2737'EAST HALL AVENUE FOR 1.80 MILES TO THE INTERCHANGE ON INTERSTATE
 BH2737'10, THENCE NORTH ALONG INTERSTATE 10 AND 59 FOR 6.24 MILES TO
 BH2737'STATION SET IN BORROW PIT WEST OF INTERSTATE 59 AND EAST OF THE
 BH2737'SOUTHERN RAILROAD MAIN LINE IN PEARL RIVER, LOUISIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2750 ***********************************************************************
 BH2750  DESIGNATION -  52B006 RESET
 BH2750  PID         -  BH2750
 BH2750  STATE/COUNTY-  LA/ST TAMMANY
 BH2750  USGS QUAD   -  HAASWOOD (1993)
 BH2750
 BH2750                         *CURRENT SURVEY CONTROL
 BH2750  ___________________________________________________________________
 BH2750* NAD 83(1992)-  30 22 28.92184(N)    089 44 33.00566(W)     ADJUSTED  
 BH2750* NAVD 88     -         4.7  **(meters)      15.   **(feet)  VERTCON   
 BH2750  **This station is located in a subsidence area (see below).
 BH2750  ___________________________________________________________________
 BH2750  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 BH2750  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BH2750
 BH2750  HORZ ORDER  -  THIRD
 BH2750
 BH2750.The horizontal coordinates were established by classical geodetic methods
 BH2750.and adjusted by the National Geodetic Survey in May 1994..
 BH2750.No horizontal observational check was made to the station.
 BH2750
 BH2750 ** The orthometric height has not been validated since last determined
 BH2750 ** by differential leveling and should not be used for control purposes.
 BH2750 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2750 ** area with valid NAVD 88 orthometric heights.
 BH2750 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2750 ** epoch indicated which incorporates improved geoid heights for the
 BH2750 ** Southern Louisiana Subsidence area.
 BH2750 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2750
 BH2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2750
 BH2750.The geoid height was determined by GEOID03.
 BH2750
 BH2750;                    North         East     Units Scale Factor Converg.
 BH2750;SPC LA S     -   208,862.648 1,152,900.502   MT  0.99994695   +0 47 43.6
 BH2750;SPC LA S     -   685,243.54  3,782,474.40   sFT  0.99994695   +0 47 43.6
 BH2750;UTM  16      - 3,363,497.427   236,441.872   MT  1.00045704   -1 23 15.2
 BH2750
 BH2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2750!SPC LA S     -   1.00000351  x   0.99994695  =   0.99995046
 BH2750!UTM  16      -   1.00000351  x   1.00045704  =   1.00046055
 BH2750
 BH2750                          SUPERSEDED SURVEY CONTROL
 BH2750
 BH2750  NAD 83(1992)-  30 22 28.92943(N)    089 44 33.00452(W) AD(       ) 3
 BH2750  NAD 83(1986)-  30 22 28.93484(N)    089 44 33.00123(W) AD(       ) 3
 BH2750  NAD 27      -  30 22 28.24426(N)    089 44 32.77537(W) AD(       ) 3
 BH2750  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 BH2750
 BH2750.Superseded values are not recommended for survey control.
 BH2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2750.See file dsdata.txt to determine how the superseded data were derived.
 BH2750
 BH2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3644263497(NAD 83)
 BH2750_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2750_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2750+STABILITY: SURFACE MOTION
 BH2750
 BH2750  HISTORY     - Date     Condition        Report By
 BH2750  HISTORY     - UNK      MONUMENTED
 BH2750  HISTORY     - 1986     GOOD             LADTD
 BH2750
 BH2750                          STATION DESCRIPTION
 BH2750
 BH2750'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BH2750'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2751 ***********************************************************************
 BH2751  DESIGNATION -  52B007 LDH 1965
 BH2751  PID         -  BH2751
 BH2751  STATE/COUNTY-  LA/ST TAMMANY
 BH2751  USGS QUAD   -  NICHOLSON (1993)
 BH2751
 BH2751                         *CURRENT SURVEY CONTROL
 BH2751  ___________________________________________________________________
 BH2751* NAD 83(1992)-  30 23 23.54997(N)    089 43 51.99069(W)     ADJUSTED  
 BH2751* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 BH2751  ___________________________________________________________________
 BH2751  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BH2751  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BH2751
 BH2751  HORZ ORDER  -  SECOND
 BH2751
 BH2751.The horizontal coordinates were established by classical geodetic methods
 BH2751.and adjusted by the National Geodetic Survey in May 1994..
 BH2751
 BH2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2751
 BH2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2751
 BH2751.The geoid height was determined by GEOID03.
 BH2751
 BH2751;                    North         East     Units Scale Factor Converg.
 BH2751;SPC LA S     -   210,559.879 1,153,971.938   MT  0.99994871   +0 48 04.1
 BH2751;SPC LA S     -   690,811.87  3,785,989.60   sFT  0.99994871   +0 48 04.1
 BH2751;SPC MS E     -    98,981.045   213,720.191   MT  1.00004180   -0 27 15.1
 BH2751;SPC MS E     -   324,740.31    701,180.33   sFT  1.00004180   -0 27 15.1
 BH2751;UTM  16      - 3,365,153.445   237,577.761   MT  1.00044966   -1 22 56.7
 BH2751
 BH2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2751!SPC LA S     -   1.00000309  x   0.99994871  =   0.99995180
 BH2751!SPC MS E     -   1.00000309  x   1.00004180  =   1.00004489
 BH2751!UTM  16      -   1.00000309  x   1.00044966  =   1.00045275
 BH2751
 BH2751:                Primary Azimuth Mark                     Grid Az
 BH2751:SPC LA S     -  52B006 LDH 1965                          212 26 38.0
 BH2751:SPC MS E     -  52B006 LDH 1965                          213 41 57.2
 BH2751:UTM  16      -  52B006 LDH 1965                          214 37 38.8
 BH2751
 BH2751|---------------------------------------------------------------------|
 BH2751| PID    Reference Object                     Distance      Geod. Az  |
 BH2751|                                                           dddmmss.s |
 BH2751| BH2737 52B006 LDH 1965                     APPROX. 2.2 KM 2131442.1 |
 BH2751|---------------------------------------------------------------------|
 BH2751
 BH2751                          SUPERSEDED SURVEY CONTROL
 BH2751
 BH2751  NAD 83(1992)-  30 23 23.55820(N)    089 43 51.98910(W) AD(       ) 2
 BH2751  NAD 83(1986)-  30 23 23.56299(N)    089 43 51.98620(W) AD(       ) 2
 BH2751  NAD 27      -  30 23 22.87315(N)    089 43 51.76103(W) AD(       ) 2
 BH2751  NGVD 29 (07/19/86)    7.4    (m)           24.     (f) VERT ANG       
 BH2751
 BH2751.Superseded values are not recommended for survey control.
 BH2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2751.See file dsdata.txt to determine how the superseded data were derived.
 BH2751
 BH2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3757865153(NAD 83)
 BH2751_MARKER: DD = SURVEY DISK
 BH2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2751+STABILITY: SURFACE MOTION
 BH2751
 BH2751  HISTORY     - Date     Condition        Report By
 BH2751  HISTORY     - 1965     MONUMENTED       LADH
 BH2751
 BH2751                          STATION DESCRIPTION
 BH2751
 BH2751'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2751'STATION IS 2.60 MILES NORTH ALONG INTERSTATE 59 FROM THE STATE ROUTE
 BH2751'1090 OVERPASS AND INTERCHANGE, 17.60 FT EAST OF THE CENTERLINE OF
 BH2751'THE NORTH BOUND ROADWAY ON INTERSTATE 59, 16.20 FT WEST OF THE
 BH2751'ENTRANCE TO INTERSTATE 59 FROM U.S. HWY. 11, 1.60 FT WEST OF A
 BH2751'WITNESS POST, 94.50 FT SOUTH OF POINT IN TRAFFIC ISLAND TO
 BH2751'ENTRANCE FROM U.S. HWY. 11, AND 219.30 FT SOUTHWEST OF HEADWALL ON
 BH2751'DRAIN UNDER U.S. HWY. 11.
 BH2751'
 BH2751'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2751'3 INCHES UNDER THE SURFACE OF THE GROUND IN TRAFFIC ISLAND. STATION
 BH2751'IS STAMPED 52B007.
 BH2751'
 BH2751'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF U.S.
 BH2751'HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH FOR
 BH2751'0.83 MILES TO THE CORNER OF EAST HALL AVENUE, THENCE EAST ALONG
 BH2751'EAST HALL AVENUE FOR 1.80 MILES TO INTERCHANGE ON INTERSTATE 10,
 BH2751'THENCE NORTH ALONG INTERSTATE 10 AND 59, FOR 7.56 MILES TO
 BH2751'STATION IN TRAFFIC ISLAND ON EAST SIDE OF ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2735 ***********************************************************************
 BH2735  DESIGNATION -  52C001 LDH 1965
 BH2735  PID         -  BH2735
 BH2735  STATE/COUNTY-  LA/ST TAMMANY
 BH2735  USGS QUAD   -  HAASWOOD (1993)
 BH2735
 BH2735                         *CURRENT SURVEY CONTROL
 BH2735  ___________________________________________________________________
 BH2735* NAD 83(1992)-  30 22 11.05274(N)    089 44 47.85454(W)     ADJUSTED  
 BH2735* NAVD 88     -         9.5  **(meters)      31.   **(feet)  VERTCON   
 BH2735  **This station is located in a subsidence area (see below).
 BH2735  ___________________________________________________________________
 BH2735  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BH2735  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BH2735
 BH2735  HORZ ORDER  -  SECOND
 BH2735
 BH2735.The horizontal coordinates were established by classical geodetic methods
 BH2735.and adjusted by the National Geodetic Survey in May 1994..
 BH2735
 BH2735 ** The orthometric height has not been validated since last determined
 BH2735 ** by differential leveling and should not be used for control purposes.
 BH2735 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2735 ** area with valid NAVD 88 orthometric heights.
 BH2735 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2735 ** epoch indicated which incorporates improved geoid heights for the
 BH2735 ** Southern Louisiana Subsidence area.
 BH2735 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2735
 BH2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2735
 BH2735.The geoid height was determined by GEOID03.
 BH2735
 BH2735;                    North         East     Units Scale Factor Converg.
 BH2735;SPC LA S     -   208,306.971 1,152,511.708   MT  0.99994639   +0 47 36.1
 BH2735;SPC LA S     -   683,420.45  3,781,198.83   sFT  0.99994639   +0 47 36.1
 BH2735;SPC MS E     -    96,760.452   212,210.813   MT  1.00004504   -0 27 42.4
 BH2735;SPC MS E     -   317,454.92    696,228.31   sFT  1.00004504   -0 27 42.4
 BH2735;UTM  16      - 3,362,956.685   236,031.985   MT  1.00045970   -1 23 22.0
 BH2735
 BH2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2735!SPC LA S     -   1.00000275  x   0.99994639  =   0.99994914
 BH2735!SPC MS E     -   1.00000275  x   1.00004504  =   1.00004779
 BH2735!UTM  16      -   1.00000275  x   1.00045970  =   1.00046245
 BH2735
 BH2735:                Primary Azimuth Mark                     Grid Az
 BH2735:SPC LA S     -  52B007 LDH 1965                          032 56 57.8
 BH2735:SPC MS E     -  52B007 LDH 1965                          034 12 16.3
 BH2735:UTM  16      -  52B007 LDH 1965                          035 07 55.9
 BH2735
 BH2735|---------------------------------------------------------------------|
 BH2735| PID    Reference Object                     Distance      Geod. Az  |
 BH2735|                                                           dddmmss.s |
 BH2735| BH2751 52B007 LDH 1965                     APPROX. 2.7 KM 0334433.9 |
 BH2735| BH2737 52B006 LDH 1965                     495.722 METERS 0355835.1 |
 BH2735|---------------------------------------------------------------------|
 BH2735
 BH2735                          SUPERSEDED SURVEY CONTROL
 BH2735
 BH2735  NAD 83(1992)-  30 22 11.06019(N)    089 44 47.85349(W) AD(       ) 2
 BH2735  NAD 83(1986)-  30 22 11.06572(N)    089 44 47.85011(W) AD(       ) 2
 BH2735  NAD 27      -  30 22 10.37490(N)    089 44 47.62406(W) AD(       ) 2
 BH2735  NGVD 29 (07/19/86)    9.5    (m)           31.     (f) VERT ANG       
 BH2735
 BH2735.Superseded values are not recommended for survey control.
 BH2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2735.See file dsdata.txt to determine how the superseded data were derived.
 BH2735
 BH2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3603262957(NAD 83)
 BH2735_MARKER: DD = SURVEY DISK
 BH2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2735+STABILITY: SURFACE MOTION
 BH2735
 BH2735  HISTORY     - Date     Condition        Report By
 BH2735  HISTORY     - 1965     MONUMENTED       LADH
 BH2735  HISTORY     - 20060428 MARK NOT FOUND   NGS
 BH2735
 BH2735                          STATION DESCRIPTION
 BH2735
 BH2735'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2735'STATION IS 1.77 MILES NORTH ALONG U.S. HWY. 11 AND SOUTHERN
 BH2735'RAILROAD FROM THE ST. JOE BRICK WORKS, 12.55 FEET EAST OF THE EAST
 BH2735'RAIL ON THE MAIN LINE OF THE SOUTHERN RAILROAD, 1.60 FEET EAST OF A
 BH2735'WITNESS POST, 65.60 FEET WEST OF THE CENTERLINE OF NELSONS ROAD,
 BH2735'55.00 FEET SOUTHWEST OF A TELEPHONE POLE (N0. 40) 74.00 FEET
 BH2735'SOUTHEAST OF A TELEPHONE POLE NO. 12258, AND 98.00 FEET EAST OF U.S.
 BH2735'HWY. 11.
 BH2735'
 BH2735'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2735'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND. STATION IS
 BH2735'STAMPED 52C001.
 BH2735'
 BH2735'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF U.S.
 BH2735'HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH FOR
 BH2735'7.05 MILES TO STATION ON EAST SIDE OF HIGHWAY AND TRACKS.
 BH2735
 BH2735                          STATION RECOVERY (2006)
 BH2735
 BH2735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH2735'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2853 ***********************************************************************
 BH2853  DESIGNATION -  52C002 LDH 1965
 BH2853  PID         -  BH2853
 BH2853  STATE/COUNTY-  LA/ST TAMMANY
 BH2853  USGS QUAD   -  SLIDELL (1994)
 BH2853
 BH2853                         *CURRENT SURVEY CONTROL
 BH2853  ___________________________________________________________________
 BH2853* NAD 83(1992)-  30 21 30.98776(N)    089 45 03.95777(W)     ADJUSTED  
 BH2853* NAVD 88     -         8.9  **(meters)      29.   **(feet)  VERTCON   
 BH2853  **This station is located in a subsidence area (see below).
 BH2853  ___________________________________________________________________
 BH2853  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BH2853  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BH2853
 BH2853  HORZ ORDER  -  SECOND
 BH2853
 BH2853.The horizontal coordinates were established by classical geodetic methods
 BH2853.and adjusted by the National Geodetic Survey in May 1994..
 BH2853
 BH2853 ** The orthometric height has not been validated since last determined
 BH2853 ** by differential leveling and should not be used for control purposes.
 BH2853 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2853 ** area with valid NAVD 88 orthometric heights.
 BH2853 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2853 ** epoch indicated which incorporates improved geoid heights for the
 BH2853 ** Southern Louisiana Subsidence area.
 BH2853 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2853
 BH2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2853
 BH2853.The geoid height was determined by GEOID03.
 BH2853
 BH2853;                    North         East     Units Scale Factor Converg.
 BH2853;SPC LA S     -   207,067.447 1,152,098.820   MT  0.99994516   +0 47 28.1
 BH2853;SPC LA S     -   679,353.78  3,779,844.21   sFT  0.99994516   +0 47 28.1
 BH2853;SPC MS E     -    95,530.147   211,770.831   MT  1.00004600   -0 27 50.0
 BH2853;SPC MS E     -   313,418.49    694,784.80   sFT  1.00004600   -0 27 50.0
 BH2853;UTM  16      - 3,361,733.155   235,571.954   MT  1.00046271   -1 23 28.5
 BH2853
 BH2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2853!SPC LA S     -   1.00000284  x   0.99994516  =   0.99994800
 BH2853!SPC MS E     -   1.00000284  x   1.00004600  =   1.00004884
 BH2853!UTM  16      -   1.00000284  x   1.00046271  =   1.00046555
 BH2853
 BH2853:                Primary Azimuth Mark                     Grid Az
 BH2853:SPC LA S     -  52C001 LDH 1965                          018 25 22.7
 BH2853:SPC MS E     -  52C001 LDH 1965                          019 40 40.8
 BH2853:UTM  16      -  52C001 LDH 1965                          020 36 19.3
 BH2853
 BH2853|---------------------------------------------------------------------|
 BH2853| PID    Reference Object                     Distance      Geod. Az  |
 BH2853|                                                           dddmmss.s |
 BH2853| BH2735 52C001 LDH 1965                     APPROX. 1.3 KM 0191250.8 |
 BH2853| BH2742 52C003 LDH 1965                     391.961 METERS 10856     |
 BH2853|---------------------------------------------------------------------|
 BH2853
 BH2853                          SUPERSEDED SURVEY CONTROL
 BH2853
 BH2853  NAD 83(1992)-  30 21 30.99510(N)    089 45 03.95670(W) AD(       ) 2
 BH2853  NAD 83(1986)-  30 21 31.00075(N)    089 45 03.95337(W) AD(       ) 2
 BH2853  NAD 27      -  30 21 30.30900(N)    089 45 03.72734(W) AD(       ) 2
 BH2853  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 BH2853
 BH2853.Superseded values are not recommended for survey control.
 BH2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2853.See file dsdata.txt to determine how the superseded data were derived.
 BH2853
 BH2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3557261733(NAD 83)
 BH2853_MARKER: DD = SURVEY DISK
 BH2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2853+STABILITY: SURFACE MOTION
 BH2853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2853+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 BH2853
 BH2853  HISTORY     - Date     Condition        Report By
 BH2853  HISTORY     - 1965     MONUMENTED       LADH
 BH2853  HISTORY     - 20060427 GOOD             NGS
 BH2853
 BH2853                          STATION DESCRIPTION
 BH2853
 BH2853'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2853'STATION IS 0.96 MILES NORTH ALONG U.S. HIGHWAY 11 AND SOUTHERN
 BH2853'RAILROAD FROM THE ST. JOE BRICK WORKS, 117 FEET EAST OF U.S. HWY.
 BH2853'11, 4.90 FEET WEST OF WEST RAIL ON THE MAIN LINE OF THE SOUTHERN
 BH2853'RAILROAD 5.70 FEET EAST OF A WITNESS POST, 33.00 FEET SOUTHEAST
 BH2853'OF TELEPHONE POLE NO 12288 112.30 FEET WEST OF POWER POLE NO 124 AND
 BH2853'236.00 FEET SOUTH OF A RAILROAD SWITCH.
 BH2853'
 BH2853'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2853'2 INCHES BELOW THE SURFACE OF THE GROUND. STATION IS STAMPED 52C002.
 BH2853'
 BH2853'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF U.S.
 BH2853'HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH FOR
 BH2853'6.24 MILES TO STATION SET EAST OF HWY. AND WEST OF RAILROAD IN
 BH2853'POWER LINE RIGHT OF WAY.
 BH2853
 BH2853                          STATION RECOVERY (2006)
 BH2853
 BH2853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH2853'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2742 ***********************************************************************
 BH2742  DESIGNATION -  52C003 LDH 1965
 BH2742  PID         -  BH2742
 BH2742  STATE/COUNTY-  LA/ST TAMMANY
 BH2742  USGS QUAD   -  HAASWOOD (1993)
 BH2742
 BH2742                         *CURRENT SURVEY CONTROL
 BH2742  ___________________________________________________________________
 BH2742* NAD 83(1992)-  30 21 26.85700(N)    089 44 50.07476(W)     ADJUSTED  
 BH2742* NAVD 88     -         8.9  **(meters)      29.   **(feet)  VERTCON   
 BH2742  **This station is located in a subsidence area (see below).
 BH2742  ___________________________________________________________________
 BH2742  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BH2742  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BH2742
 BH2742  HORZ ORDER  -  SECOND
 BH2742
 BH2742.The horizontal coordinates were established by classical geodetic methods
 BH2742.and adjusted by the National Geodetic Survey in May 1994..
 BH2742
 BH2742 ** The orthometric height has not been validated since last determined
 BH2742 ** by differential leveling and should not be used for control purposes.
 BH2742 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2742 ** area with valid NAVD 88 orthometric heights.
 BH2742 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2742 ** epoch indicated which incorporates improved geoid heights for the
 BH2742 ** Southern Louisiana Subsidence area.
 BH2742 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2742
 BH2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2742
 BH2742.The geoid height was determined by GEOID03.
 BH2742
 BH2742;                    North         East     Units Scale Factor Converg.
 BH2742;SPC LA S     -   206,945.389 1,152,471.269   MT  0.99994504   +0 47 35.0
 BH2742;SPC LA S     -   678,953.33  3,781,066.16   sFT  0.99994504   +0 47 35.0
 BH2742;SPC MS E     -    95,399.947   212,140.554   MT  1.00004520   -0 27 42.9
 BH2742;SPC MS E     -   312,991.33    695,997.80   sFT  1.00004520   -0 27 42.9
 BH2742;UTM  16      - 3,361,596.931   235,939.674   MT  1.00046031   -1 23 21.3
 BH2742
 BH2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2742!SPC LA S     -   1.00000284  x   0.99994504  =   0.99994788
 BH2742!SPC MS E     -   1.00000284  x   1.00004520  =   1.00004804
 BH2742!UTM  16      -   1.00000284  x   1.00046031  =   1.00046315
 BH2742
 BH2742|---------------------------------------------------------------------|
 BH2742| PID    Reference Object                     Distance      Geod. Az  |
 BH2742|                                                           dddmmss.s |
 BH2742| BH2853 52C002 LDH 1965                     391.961 METERS 28856     |
 BH2742|---------------------------------------------------------------------|
 BH2742
 BH2742                          SUPERSEDED SURVEY CONTROL
 BH2742
 BH2742  NAD 83(1992)-  30 21 26.86434(N)    089 44 50.07365(W) AD(       ) 2
 BH2742  NAD 83(1986)-  30 21 26.86999(N)    089 44 50.07036(W) AD(       ) 2
 BH2742  NAD 27      -  30 21 26.17802(N)    089 44 49.84494(W) AD(       ) 2
 BH2742  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 BH2742
 BH2742.Superseded values are not recommended for survey control.
 BH2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2742.See file dsdata.txt to determine how the superseded data were derived.
 BH2742
 BH2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3594061597(NAD 83)
 BH2742_MARKER: DD = SURVEY DISK
 BH2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2742+STABILITY: SURFACE MOTION
 BH2742
 BH2742  HISTORY     - Date     Condition        Report By
 BH2742  HISTORY     - 1965     MONUMENTED       LADH
 BH2742  HISTORY     - 20060428 MARK NOT FOUND   NGS
 BH2742
 BH2742                          STATION DESCRIPTION
 BH2742
 BH2742'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2742'STATION IS 0.96 MILES NORTH ALONG U.S. HWY. 11 AND SOUTHERN RAILROAD
 BH2742'FROM THE ST. JOE BRICK WORKS, 314.80 FEET WEST OF HWY 11,
 BH2742'CONNECTION TO INTERSTATE 59, 1.20 FEET WEST OF A WITNESS POST,
 BH2742'41.80 FEET EAST OF POWER POLE NO. 112.  THIS STATION IS SET IN POWER
 BH2742'LINE RIGHT OF WAY ABOUT HALF WAY BETWEEN SOUTHERN RAILROAD AND
 BH2742'HIGHWAY TO I-59.
 BH2742'
 BH2742'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2742'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND. STATION IS
 BH2742'STAMPED 52C003.
 BH2742'
 BH2742'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF
 BH2742'U.S. HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH
 BH2742'FOR 6.23 MILES TO STATION SET IN POWER LINE RIGHT OF WAY BETWEEN
 BH2742'HWY. TO I-59 AND RAILROAD.
 BH2742
 BH2742                          STATION RECOVERY (2006)
 BH2742
 BH2742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH2742'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2851 ***********************************************************************
 BH2851  DESIGNATION -  52C004 LDH 1965
 BH2851  PID         -  BH2851
 BH2851  STATE/COUNTY-  LA/ST TAMMANY
 BH2851  USGS QUAD   -  SLIDELL (1994)
 BH2851
 BH2851                         *CURRENT SURVEY CONTROL
 BH2851  ___________________________________________________________________
 BH2851* NAD 83(1992)-  30 20 43.15051(N)    089 45 22.95988(W)     ADJUSTED  
 BH2851* NAVD 88     -         9.0  **(meters)      30.   **(feet)  VERTCON   
 BH2851  **This station is located in a subsidence area (see below).
 BH2851  ___________________________________________________________________
 BH2851  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BH2851  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BH2851
 BH2851  HORZ ORDER  -  SECOND
 BH2851
 BH2851.The horizontal coordinates were established by classical geodetic methods
 BH2851.and adjusted by the National Geodetic Survey in May 1994..
 BH2851
 BH2851 ** The orthometric height has not been validated since last determined
 BH2851 ** by differential leveling and should not be used for control purposes.
 BH2851 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2851 ** area with valid NAVD 88 orthometric heights.
 BH2851 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2851 ** epoch indicated which incorporates improved geoid heights for the
 BH2851 ** Southern Louisiana Subsidence area.
 BH2851 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2851
 BH2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2851
 BH2851.The geoid height was determined by GEOID03.
 BH2851
 BH2851;                    North         East     Units Scale Factor Converg.
 BH2851;SPC LA S     -   205,587.574 1,151,611.719   MT  0.99994375   +0 47 18.6
 BH2851;SPC LA S     -   674,498.57  3,778,246.11   sFT  0.99994375   +0 47 18.6
 BH2851;SPC MS E     -    94,061.146   211,251.383   MT  1.00004713   -0 27 58.9
 BH2851;SPC MS E     -   308,598.94    693,080.58   sFT  1.00004713   -0 27 58.9
 BH2851;UTM  16      - 3,360,272.142   235,028.575   MT  1.00046626   -1 23 36.1
 BH2851
 BH2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2851!SPC LA S     -   1.00000282  x   0.99994375  =   0.99994657
 BH2851!SPC MS E     -   1.00000282  x   1.00004713  =   1.00004995
 BH2851!UTM  16      -   1.00000282  x   1.00046626  =   1.00046908
 BH2851
 BH2851:                Primary Azimuth Mark                     Grid Az
 BH2851:SPC LA S     -  52C002 LDH 1965                          018 13 08.4
 BH2851:SPC MS E     -  52C002 LDH 1965                          019 28 25.9
 BH2851:UTM  16      -  52C002 LDH 1965                          020 24 03.1
 BH2851
 BH2851|---------------------------------------------------------------------|
 BH2851| PID    Reference Object                     Distance      Geod. Az  |
 BH2851|                                                           dddmmss.s |
 BH2851| BH2853 52C002 LDH 1965                     APPROX. 1.6 KM 0190027.0 |
 BH2851|---------------------------------------------------------------------|
 BH2851
 BH2851                          SUPERSEDED SURVEY CONTROL
 BH2851
 BH2851  NAD 83(1992)-  30 20 43.15758(N)    089 45 22.95881(W) AD(       ) 2
 BH2851  NAD 83(1986)-  30 20 43.16348(N)    089 45 22.95552(W) AD(       ) 2
 BH2851  NAD 27      -  30 20 42.47065(N)    089 45 22.72945(W) AD(       ) 2
 BH2851  NGVD 29 (07/19/86)    9.0    (m)           30.     (f) VERT ANG       
 BH2851
 BH2851.Superseded values are not recommended for survey control.
 BH2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2851.See file dsdata.txt to determine how the superseded data were derived.
 BH2851
 BH2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3502960272(NAD 83)
 BH2851_MARKER: DD = SURVEY DISK
 BH2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2851+STABILITY: SURFACE MOTION
 BH2851
 BH2851  HISTORY     - Date     Condition        Report By
 BH2851  HISTORY     - 1965     MONUMENTED       LADH
 BH2851
 BH2851                          STATION DESCRIPTION
 BH2851
 BH2851'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2851'STATION IS SET WEST OF ST. JOE BRICK WORKS WEST OF SOUTHERN RAILROAD,
 BH2851'109.25 FEET EAST OF THE CENTERLINE OF U.S. HWY. 11, 24.40 FEET
 BH2851'NORTH OF THE CENTERLINE OF UNITED GASLINE RIGHT OF WAY, 13.60 FEET
 BH2851'WEST OF WEST RAIL OF THE SOUTHERN RAILROAD, 111.50 FEET SOUTHWEST
 BH2851'OF THE SOUTHWEST CORNER OF LOADING RAMP AT ST. JOE BRICK PLANT,
 BH2851'49.30 FEET NORTH OF ST. JOE STATION SIGN, 1.00 FEET EAST OF A
 BH2851'WITNESS POST, AND 231.60 FEET NORTH OF CENTERLINE OF ROAD
 BH2851'LEADING TO ST. JOE BRICK PLANT.
 BH2851'
 BH2851'STATION IS STANDARD BRONZE DISK SET IN A CONCRETE POST PROJECTING
 BH2851'2 INCHES ABOVE THE SURFACE OF THE GROUND. STATION IS STAMPED 52C004.
 BH2851'
 BH2851'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF U.S.
 BH2851'HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH FOR
 BH2851'5.28 MILES TO STATION SET EAST OF HWY. 11 AND NORTH OF GASLINE
 BH2851'RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2854 ***********************************************************************
 BH2854  DESIGNATION -  52C005 LDH 1965
 BH2854  PID         -  BH2854
 BH2854  STATE/COUNTY-  LA/ST TAMMANY
 BH2854  USGS QUAD   -  SLIDELL (1994)
 BH2854
 BH2854                         *CURRENT SURVEY CONTROL
 BH2854  ___________________________________________________________________
 BH2854* NAD 83(1992)-  30 19 49.58767(N)    089 45 43.74759(W)     ADJUSTED  
 BH2854* NAVD 88     -         8.4  **(meters)      28.   **(feet)  VERTCON   
 BH2854  **This station is located in a subsidence area (see below).
 BH2854  ___________________________________________________________________
 BH2854  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BH2854  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BH2854
 BH2854  HORZ ORDER  -  SECOND
 BH2854
 BH2854.The horizontal coordinates were established by classical geodetic methods
 BH2854.and adjusted by the National Geodetic Survey in May 1994..
 BH2854
 BH2854 ** The orthometric height has not been validated since last determined
 BH2854 ** by differential leveling and should not be used for control purposes.
 BH2854 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2854 ** area with valid NAVD 88 orthometric heights.
 BH2854 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2854 ** epoch indicated which incorporates improved geoid heights for the
 BH2854 ** Southern Louisiana Subsidence area.
 BH2854 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2854
 BH2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2854
 BH2854.The geoid height was determined by GEOID03.
 BH2854
 BH2854;                    North         East     Units Scale Factor Converg.
 BH2854;SPC LA S     -   203,930.786 1,151,079.208   MT  0.99994223   +0 47 08.2
 BH2854;SPC LA S     -   669,062.92  3,776,499.03   sFT  0.99994223   +0 47 08.2
 BH2854;SPC MS E     -    92,416.245   210,682.660   MT  1.00004838   -0 28 08.7
 BH2854;SPC MS E     -   303,202.30    691,214.69   sFT  1.00004838   -0 28 08.7
 BH2854;UTM  16      - 3,358,635.967   234,433.070   MT  1.00047016   -1 23 44.4
 BH2854
 BH2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2854!SPC LA S     -   1.00000291  x   0.99994223  =   0.99994513
 BH2854!SPC MS E     -   1.00000291  x   1.00004838  =   1.00005129
 BH2854!UTM  16      -   1.00000291  x   1.00047016  =   1.00047307
 BH2854
 BH2854:                Primary Azimuth Mark                     Grid Az
 BH2854:SPC LA S     -  52C004 LDH 1965                          017 49 04.7
 BH2854:SPC MS E     -  52C004 LDH 1965                          019 04 21.6
 BH2854:UTM  16      -  52C004 LDH 1965                          019 59 57.3
 BH2854
 BH2854|---------------------------------------------------------------------|
 BH2854| PID    Reference Object                     Distance      Geod. Az  |
 BH2854|                                                           dddmmss.s |
 BH2854| BH2851 52C004 LDH 1965                     APPROX. 1.7 KM 0183612.9 |
 BH2854|---------------------------------------------------------------------|
 BH2854
 BH2854                          SUPERSEDED SURVEY CONTROL
 BH2854
 BH2854  NAD 83(1992)-  30 19 49.59447(N)    089 45 43.74649(W) AD(       ) 2
 BH2854  NAD 83(1986)-  30 19 49.60064(N)    089 45 43.74330(W) AD(       ) 2
 BH2854  NAD 27      -  30 19 48.90657(N)    089 45 43.51716(W) AD(       ) 2
 BH2854  NGVD 29 (07/19/86)    8.4    (m)           28.     (f) VERT ANG       
 BH2854
 BH2854.Superseded values are not recommended for survey control.
 BH2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2854.See file dsdata.txt to determine how the superseded data were derived.
 BH2854
 BH2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3443358636(NAD 83)
 BH2854_MARKER: DD = SURVEY DISK
 BH2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2854+STABILITY: SURFACE MOTION
 BH2854
 BH2854  HISTORY     - Date     Condition        Report By
 BH2854  HISTORY     - 1965     MONUMENTED       LADH
 BH2854
 BH2854                          STATION DESCRIPTION
 BH2854
 BH2854'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2854'STATION IS 2.50 MILES NORTH ALONG U.S. HWY. 11 FROM THE RAILROAD
 BH2854'OVERPASS ON HWY. 11 IN SLIDELL, 13.25 FEET EAST OF EAST RAIL ON
 BH2854'THE SOUTHERN RAILROAD, 53.00 FEET NORTH OF THE CENTERLINE OF THE
 BH2854'ANTIOCH CHURCH ROAD CROSSING, 81.90 FEET SOUTHEAST OF TELEPHONE
 BH2854'POLE NO. 12359, 140.40 FEET EAST OF THE CENTERLINE OF U.S. HWY. 11,
 BH2854'AND 1.40 FEET EAST OF A WITNESS POST.
 BH2854'
 BH2854'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2854'2 INCHES BELOW THE SURFACE OF THE GROUND. STATION IS STAMPED 52C005.
 BH2854'
 BH2854'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER OF U.S.
 BH2854'HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH FOR
 BH2854'4.19 MILES TO STATION SET EAST OF HWY. AND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2858 ***********************************************************************
 BH2858  DESIGNATION -  52C006 LDH 1965
 BH2858  PID         -  BH2858
 BH2858  STATE/COUNTY-  LA/ST TAMMANY
 BH2858  USGS QUAD   -  SLIDELL (1994)
 BH2858
 BH2858                         *CURRENT SURVEY CONTROL
 BH2858  ___________________________________________________________________
 BH2858* NAD 83(1992)-  30 19 17.36538(N)    089 45 56.83376(W)     ADJUSTED  
 BH2858* NAVD 88     -         6.8  **(meters)      22.   **(feet)  VERTCON   
 BH2858  **This station is located in a subsidence area (see below).
 BH2858  ___________________________________________________________________
 BH2858  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BH2858  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BH2858
 BH2858  HORZ ORDER  -  SECOND
 BH2858
 BH2858.The horizontal coordinates were established by classical geodetic methods
 BH2858.and adjusted by the National Geodetic Survey in May 1994..
 BH2858
 BH2858 ** The orthometric height has not been validated since last determined
 BH2858 ** by differential leveling and should not be used for control purposes.
 BH2858 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2858 ** area with valid NAVD 88 orthometric heights.
 BH2858 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2858 ** epoch indicated which incorporates improved geoid heights for the
 BH2858 ** Southern Louisiana Subsidence area.
 BH2858 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2858
 BH2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2858
 BH2858.The geoid height was determined by GEOID03.
 BH2858
 BH2858;                    North         East     Units Scale Factor Converg.
 BH2858;SPC LA S     -   202,933.901 1,150,743.269   MT  0.99994134   +0 47 01.7
 BH2858;SPC LA S     -   665,792.31  3,775,396.88   sFT  0.99994134   +0 47 01.7
 BH2858;SPC MS E     -    91,426.848   210,324.936   MT  1.00004917   -0 28 14.8
 BH2858;SPC MS E     -   299,956.25    690,041.06   sFT  1.00004917   -0 28 14.8
 BH2858;UTM  16      - 3,357,652.068   234,059.237   MT  1.00047261   -1 23 49.7
 BH2858
 BH2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2858!SPC LA S     -   1.00000315  x   0.99994134  =   0.99994449
 BH2858!SPC MS E     -   1.00000315  x   1.00004917  =   1.00005232
 BH2858!UTM  16      -   1.00000315  x   1.00047261  =   1.00047576
 BH2858
 BH2858:                Primary Azimuth Mark                     Grid Az
 BH2858:SPC LA S     -  52C005 LDH 1965                          018 37 23.5
 BH2858:SPC MS E     -  52C005 LDH 1965                          019 52 40.0
 BH2858:UTM  16      -  52C005 LDH 1965                          020 48 14.9
 BH2858
 BH2858|---------------------------------------------------------------------|
 BH2858| PID    Reference Object                     Distance      Geod. Az  |
 BH2858|                                                           dddmmss.s |
 BH2858| BH2854 52C005 LDH 1965                     APPROX. 1.1 KM 0192425.2 |
 BH2858|---------------------------------------------------------------------|
 BH2858
 BH2858                          SUPERSEDED SURVEY CONTROL
 BH2858
 BH2858  NAD 83(1992)-  30 19 17.37194(N)    089 45 56.83265(W) AD(       ) 2
 BH2858  NAD 83(1986)-  30 19 17.37834(N)    089 45 56.82952(W) AD(       ) 2
 BH2858  NAD 27      -  30 19 16.68496(N)    089 45 56.60267(W) AD(       ) 2
 BH2858  NGVD 29 (07/19/86)    6.8    (m)           22.     (f) VERT ANG       
 BH2858
 BH2858.Superseded values are not recommended for survey control.
 BH2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2858.See file dsdata.txt to determine how the superseded data were derived.
 BH2858
 BH2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3405957652(NAD 83)
 BH2858_MARKER: DD = SURVEY DISK
 BH2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2858+STABILITY: SURFACE MOTION
 BH2858
 BH2858  HISTORY     - Date     Condition        Report By
 BH2858  HISTORY     - 1965     MONUMENTED       LADH
 BH2858
 BH2858                          STATION DESCRIPTION
 BH2858
 BH2858'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2858'STATION IS ABOUT 2.00 MILES NORTH ALONG U.S. 11 FROM THE RAILROAD
 BH2858'OVERPASS ON U.S. HWY. 11 IN SLIDELL, 11.00 FEET WEST OF WEST RAIL
 BH2858'ON SOUTHERN RAILROAD, 20.90 FEET SOUTH OF CENTERLINE OF THE
 BH2858'SPIEHLER ROAD CROSSING, 52.00 FEET SOUTHEAST OF TELEPHONE POLE
 BH2858'NO. 12383, 1.07 FEET EAST OF A WITNESS POST, AND 111.40 FEET EAST OF
 BH2858'THE CENTERLINE OF U.S. HWY. 11.
 BH2858'
 BH2858'STATION IS STANDARD BRONZE DISK SET IN A CONCRETE POST 2 INCHES
 BH2858'BELOW THE SURFACE OF THE GROUND. STATION IS STAMPED 52C006.
 BH2858'
 BH2858'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF U.S.
 BH2858'HWY. 11 AND COUSIN ST) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH FOR
 BH2858'3.52 MILES TO STATION SET EAST OF HWY. AND WEST OF RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2861 ***********************************************************************
 BH2861  DESIGNATION -  52C007 LDH 1965
 BH2861  PID         -  BH2861
 BH2861  STATE/COUNTY-  LA/ST TAMMANY
 BH2861  USGS QUAD   -  SLIDELL (1994)
 BH2861
 BH2861                         *CURRENT SURVEY CONTROL
 BH2861  ___________________________________________________________________
 BH2861* NAD 83(1992)-  30 18 37.68895(N)    089 46 12.23993(W)     ADJUSTED  
 BH2861* NAVD 88     -         5.7  **(meters)      19.   **(feet)  VERTCON   
 BH2861  **This station is located in a subsidence area (see below).
 BH2861  ___________________________________________________________________
 BH2861  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BH2861  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BH2861
 BH2861  HORZ ORDER  -  SECOND
 BH2861
 BH2861.The horizontal coordinates were established by classical geodetic methods
 BH2861.and adjusted by the National Geodetic Survey in May 1994..
 BH2861
 BH2861 ** The orthometric height has not been validated since last determined
 BH2861 ** by differential leveling and should not be used for control purposes.
 BH2861 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2861 ** area with valid NAVD 88 orthometric heights.
 BH2861 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2861 ** epoch indicated which incorporates improved geoid heights for the
 BH2861 ** Southern Louisiana Subsidence area.
 BH2861 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2861
 BH2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2861
 BH2861.The geoid height was determined by GEOID03.
 BH2861
 BH2861;                    North         East     Units Scale Factor Converg.
 BH2861;SPC LA S     -   201,706.675 1,150,348.424   MT  0.99994029   +0 46 54.0
 BH2861;SPC LA S     -   661,765.98  3,774,101.45   sFT  0.99994029   +0 46 54.0
 BH2861;SPC MS E     -    90,208.429   209,903.271   MT  1.00005011   -0 28 22.0
 BH2861;SPC MS E     -   295,958.82    688,657.65   sFT  1.00005011   -0 28 22.0
 BH2861;UTM  16      - 3,356,440.110   233,617.744   MT  1.00047551   -1 23 55.8
 BH2861
 BH2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2861!SPC LA S     -   1.00000332  x   0.99994029  =   0.99994361
 BH2861!SPC MS E     -   1.00000332  x   1.00005011  =   1.00005343
 BH2861!UTM  16      -   1.00000332  x   1.00047551  =   1.00047883
 BH2861
 BH2861:                Primary Azimuth Mark                     Grid Az
 BH2861:SPC LA S     -  52C006 LDH 1965                          017 50 05.8
 BH2861:SPC MS E     -  52C006 LDH 1965                          019 05 21.8
 BH2861:UTM  16      -  52C006 LDH 1965                          020 00 55.6
 BH2861
 BH2861|---------------------------------------------------------------------|
 BH2861| PID    Reference Object                     Distance      Geod. Az  |
 BH2861|                                                           dddmmss.s |
 BH2861| BH2858 52C006 LDH 1965                     APPROX. 1.3 KM 0183659.8 |
 BH2861| BH2872 SLIDELL SO BELL MW LIGHT            APPROX. 4.2 KM 1974538.5 |
 BH2861| BH1930 52 H 026                             97.124 METERS 27007     |
 BH2861|---------------------------------------------------------------------|
 BH2861
 BH2861                          SUPERSEDED SURVEY CONTROL
 BH2861
 BH2861  NAD 83(1992)-  30 18 37.69525(N)    089 46 12.23877(W) AD(       ) 2
 BH2861  NAD 83(1986)-  30 18 37.70190(N)    089 46 12.23577(W) AD(       ) 2
 BH2861  NAD 27      -  30 18 37.00666(N)    089 46 12.00940(W) AD(       ) 2
 BH2861  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 BH2861
 BH2861.Superseded values are not recommended for survey control.
 BH2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2861.See file dsdata.txt to determine how the superseded data were derived.
 BH2861
 BH2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3361856440(NAD 83)
 BH2861_MARKER: DD = SURVEY DISK
 BH2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2861+STABILITY: SURFACE MOTION
 BH2861
 BH2861  HISTORY     - Date     Condition        Report By
 BH2861  HISTORY     - 1965     MONUMENTED       LADH
 BH2861  HISTORY     - 1976     GOOD             NGS
 BH2861
 BH2861                          STATION DESCRIPTION
 BH2861
 BH2861'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2861'STATION IS ABOUT 1.20 MILES NORTH ALONG U.S. HWY. 11 FROM THE
 BH2861'OVERPASS IN SLIDELL, 5.30 FEET EAST OF THE EAST RAIL ON THE SOUTHERN
 BH2861'RAILROAD, 4.55 FEET WEST OF A WITNESS POST, 119.50 NORTH ALONG
 BH2861'EAST RAIL FROM MILE POST NO. 165, 40.20 FEET NORTH OF CENTERLINE OF
 BH2861'THE BROWN SWITCH ROAD CROSSING, 52.00 FEET NORTHEAST OF TELEPHONE
 BH2861'POLE NO. 12412, AND 133.30 FEET EAST OF THE CENTERLINE OF U.S. HWY.
 BH2861'11.
 BH2861'
 BH2861'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2861'FLUSH WITH THE SURFACE OF THE GROUND. STATION IS STAMPED 52C007.
 BH2861'
 BH2861'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF
 BH2861'U.S. HWY. 11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH
 BH2861'FOR 2.72 MILES TO STATION SET ON EAST SIDE OF HWY. AND RAILROAD.
 BH2861
 BH2861                          STATION RECOVERY (1976)
 BH2861
 BH2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 BH2861'THE STATION WAS VISITED 11-4-76 AND AFTER A TRAVERSE WAS FOUND TO BE
 BH2861'IN GOOD CONDITION.  THE 1965 DESCRIPTION IS NOT ADEQUATE TO RECOVER
 BH2861'MARK.  A NEW DESCRIPTION FOLLOWS--
 BH2861'
 BH2861'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF DOWNTOWN SLIDELL.
 BH2861'THE MARK IS SET ON SOUTHERN RAILROAD PROPERTY EAST OF THE RAILROAD
 BH2861'NEAR THE INTERSTATE HIGHWAY 12 INTERCHANGE.
 BH2861'
 BH2861'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 190 AND
 BH2861'U.S. HIGHWAY 11 IN NORTH SLIDELL, DRIVE NORTHEAST ALONG U.S. HIGHWAY
 BH2861'11 FOR 1.7 MILES TO THE INTERSTATE HIGHWAY INTERCHANGE AND THE MARK
 BH2861'SET ON THE RIGHT AND EAST OF THE HIGHWAY UNDER THE WEST BOUND LANE
 BH2861'OVERPASS ON INTERSTATE HIGHWAY 12. THE MARK IS EAST OF THE
 BH2861'RAILROAD AND JUST NORTH OF THE OVERPASS.
 BH2861'
 BH2861'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2861'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2861'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2861'STAMPED 52C007.  THE MARK IS 107 FEET NORTHEAST OF MILE POST NO.
 BH2861'165, 39.5 FEET EAST-NORTHEAST OF A BRIDGE PIER UNDER THE OVERPASS ON
 BH2861'THE WEST BOUND LANE ON INTERSTATE 12, 20.7 FEET NORTHWEST OF A
 BH2861'BRIDGE PIER UNDER THE OVERPASS ON THE WEST BOUND LANE ON INTERSTATE
 BH2861'12 AND 5.5 FEET EAST OF THE EAST RAIL ON THE SOUTHERN RAILROAD.
 BH2861'
 BH2861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BH2861'NORTH-NORTHEAST OF SLIDELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2859 ***********************************************************************
 BH2859  DESIGNATION -  52C008 LDH 1965
 BH2859  PID         -  BH2859
 BH2859  STATE/COUNTY-  LA/ST TAMMANY
 BH2859  USGS QUAD   -  SLIDELL (1994)
 BH2859
 BH2859                         *CURRENT SURVEY CONTROL
 BH2859  ___________________________________________________________________
 BH2859* NAD 83(1992)-  30 17 48.98560(N)    089 46 31.42067(W)     ADJUSTED  
 BH2859* NAVD 88     -         4.4  **(meters)      14.   **(feet)  VERTCON   
 BH2859  **This station is located in a subsidence area (see below).
 BH2859  ___________________________________________________________________
 BH2859  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BH2859  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BH2859
 BH2859  HORZ ORDER  -  SECOND
 BH2859
 BH2859.The horizontal coordinates were established by classical geodetic methods
 BH2859.and adjusted by the National Geodetic Survey in May 1994..
 BH2859
 BH2859 ** The orthometric height has not been validated since last determined
 BH2859 ** by differential leveling and should not be used for control purposes.
 BH2859 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2859 ** area with valid NAVD 88 orthometric heights.
 BH2859 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2859 ** epoch indicated which incorporates improved geoid heights for the
 BH2859 ** Southern Louisiana Subsidence area.
 BH2859 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2859
 BH2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2859
 BH2859.The geoid height was determined by GEOID03.
 BH2859
 BH2859;                    North         East     Units Scale Factor Converg.
 BH2859;SPC LA S     -   200,200.166 1,149,856.421   MT  0.99993904   +0 46 44.4
 BH2859;SPC LA S     -   656,823.38  3,772,487.27   sFT  0.99993904   +0 46 44.4
 BH2859;SPC MS E     -    88,712.885   209,378.349   MT  1.00005128   -0 28 31.0
 BH2859;SPC MS E     -   291,052.19    686,935.47   sFT  1.00005128   -0 28 31.0
 BH2859;UTM  16      - 3,354,952.609   233,068.491   MT  1.00047913   -1 24 03.5
 BH2859
 BH2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2859!SPC LA S     -   1.00000352  x   0.99993904  =   0.99994256
 BH2859!SPC MS E     -   1.00000352  x   1.00005128  =   1.00005480
 BH2859!UTM  16      -   1.00000352  x   1.00047913  =   1.00048265
 BH2859
 BH2859:                Primary Azimuth Mark                     Grid Az
 BH2859:SPC LA S     -  52C007 LDH 1965                          018 05 10.4
 BH2859:SPC MS E     -  52C007 LDH 1965                          019 20 25.8
 BH2859:UTM  16      -  52C007 LDH 1965                          020 15 58.3
 BH2859
 BH2859|---------------------------------------------------------------------|
 BH2859| PID    Reference Object                     Distance      Geod. Az  |
 BH2859|                                                           dddmmss.s |
 BH2859| BH2861 52C007 LDH 1965                     APPROX. 1.6 KM 0185154.8 |
 BH2859|---------------------------------------------------------------------|
 BH2859
 BH2859                          SUPERSEDED SURVEY CONTROL
 BH2859
 BH2859  NAD 83(1992)-  30 17 48.99175(N)    089 46 31.41949(W) AD(       ) 2
 BH2859  NAD 83(1986)-  30 17 48.99863(N)    089 46 31.41664(W) AD(       ) 2
 BH2859  NAD 27      -  30 17 48.30217(N)    089 46 31.19018(W) AD(       ) 2
 BH2859  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 BH2859
 BH2859.Superseded values are not recommended for survey control.
 BH2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2859.See file dsdata.txt to determine how the superseded data were derived.
 BH2859
 BH2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3306854953(NAD 83)
 BH2859_MARKER: DD = SURVEY DISK
 BH2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2859+STABILITY: SURFACE MOTION
 BH2859
 BH2859  HISTORY     - Date     Condition        Report By
 BH2859  HISTORY     - 1965     MONUMENTED       LADH
 BH2859
 BH2859                          STATION DESCRIPTION
 BH2859
 BH2859'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2859'STATION IS SET ABOUT 600 FEET JUST NORTH OF OVERPASS ON U.S. HWY. 11
 BH2859'EAST OF HWY., 7.60 FEET EAST OF EAST RAIL ON THE SOUTHERN RAILROAD,
 BH2859'114.90 FEET WEST OF CENTERLINE OF GRAVEL ST., 4.65 FEET EAST OF A
 BH2859'WITNESS POST, 194.00 FEET NORTH ALONG RAILROAD FROM MILE POST
 BH2859'NO. 166, 133.00 FEET EAST OF THE CENTERLINE OF U.S. HWY. 11, AND
 BH2859'112.20 FEET SOUTHEAST OF TELEPHONE POLE.
 BH2859'
 BH2859'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2859'3 INCHES BELOW THE SURFACE OF THE GROUND. STATION IS STAMPED 52C008.
 BH2859'
 BH2859'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF U.S.
 BH2859'HWY. 11 AND COUSIN ST.) IN SLIDELL, LA.  FOLLOW U.S. HWY. 11 NORTH
 BH2859'FOR 1.73 MILES TO STATION SET EAST OF HWY. AND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4237 ***********************************************************************
 BJ4237  DESIGNATION -  52H001
 BJ4237  PID         -  BJ4237
 BJ4237  STATE/COUNTY-  LA/ST TAMMANY
 BJ4237  USGS QUAD   -  MADISONVILLE (1979)
 BJ4237
 BJ4237                         *CURRENT SURVEY CONTROL
 BJ4237  ___________________________________________________________________
 BJ4237* NAD 83(1992)-  30 28 35.63766(N)    090 13 43.93154(W)     ADJUSTED  
 BJ4237* NAVD 88     -         9.2    (meters)      30.     (feet)  VERTCON   
 BJ4237  ___________________________________________________________________
 BJ4237  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4237  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ4237
 BJ4237  HORZ ORDER  -  SECOND
 BJ4237
 BJ4237.The horizontal coordinates were established by classical geodetic methods
 BJ4237.and adjusted by the National Geodetic Survey in January 1993..
 BJ4237
 BJ4237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4237
 BJ4237.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4237
 BJ4237.The geoid height was determined by GEOID03.
 BJ4237
 BJ4237;                    North         East     Units Scale Factor Converg.
 BJ4237;SPC LA S     -   219,604.591 1,106,046.842   MT  0.99996010   +0 33 08.1
 BJ4237;SPC LA S     -   720,486.06  3,628,755.35   sFT  0.99996010   +0 33 08.1
 BJ4237;UTM  15      - 3,374,859.177   766,033.559   MT  1.00047319   +1 24 22.7
 BJ4237
 BJ4237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4237!SPC LA S     -   1.00000279  x   0.99996010  =   0.99996289
 BJ4237!UTM  15      -   1.00000279  x   1.00047319  =   1.00047598
 BJ4237
 BJ4237:                Primary Azimuth Mark                     Grid Az
 BJ4237:SPC LA S     -  52H002                                   117 22 07.2
 BJ4237:UTM  15      -  52H002                                   116 30 52.6
 BJ4237
 BJ4237|---------------------------------------------------------------------|
 BJ4237| PID    Reference Object                     Distance      Geod. Az  |
 BJ4237|                                                           dddmmss.s |
 BJ4237| BJ4236 52H002                              APPROX. 2.0 KM 1175515.3 |
 BJ4237|---------------------------------------------------------------------|
 BJ4237
 BJ4237                          SUPERSEDED SURVEY CONTROL
 BJ4237
 BJ4237  NAD 83(1986)-  30 28 35.65121(N)    090 13 43.93031(W) AD(       ) 2
 BJ4237  NAD 27      -  30 28 34.95882(N)    090 13 43.63625(W) AD(       ) 2
 BJ4237  NGVD 29 (07/19/86)    9.2    (m)           30.     (f) VERT ANG       
 BJ4237
 BJ4237.Superseded values are not recommended for survey control.
 BJ4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4237.See file dsdata.txt to determine how the superseded data were derived.
 BJ4237
 BJ4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6603474859(NAD 83)
 BJ4237_MARKER: DD = SURVEY DISK
 BJ4237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4237_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4237+STABILITY: SURFACE MOTION
 BJ4237
 BJ4237  HISTORY     - Date     Condition        Report By
 BJ4237  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4237  HISTORY     - 1986     GOOD             LADTD
 BJ4237
 BJ4237                          STATION DESCRIPTION
 BJ4237
 BJ4237'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4237'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF GOODBEE.  THE
 BJ4237'STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NEAR FENCE
 BJ4237'AND A HIGHWAY RIGHT-OF-WAY MARKER.
 BJ4237'
 BJ4237'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 1077
 BJ4237'AND INTERSTATE 12, DRIVE WEST ALONG INTERSTATE 12 FOR 3.4 MILES
 BJ4237'TO THE MARK SET ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR A
 BJ4237'FENCE AND A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 BJ4237'
 BJ4237'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4237'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4237'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4237'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4237'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4237'STAMPED 52H001 1976.  THE MARK IS 103 FEET NORTH OF THE CENTER
 BJ4237'OF THE WEST BOUND LANE ON INTERSTATE 12, 88 FEET WEST-SOUTHWEST
 BJ4237'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2.5 FEET SOUTH OF A
 BJ4237'FENCE, 2 FEET NORTH OF A METAL WITNESS POST AND SIGN AND AT
 BJ4237'CONSTRUCTION STATION 959+12.
 BJ4237
 BJ4237                          STATION RECOVERY (1986)
 BJ4237
 BJ4237'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4237'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4236 ***********************************************************************
 BJ4236  DESIGNATION -  52H002
 BJ4236  PID         -  BJ4236
 BJ4236  STATE/COUNTY-  LA/ST TAMMANY
 BJ4236  USGS QUAD   -  MADISONVILLE (1979)
 BJ4236
 BJ4236                         *CURRENT SURVEY CONTROL
 BJ4236  ___________________________________________________________________
 BJ4236* NAD 83(1992)-  30 28 05.54749(N)    090 12 38.39238(W)     ADJUSTED  
 BJ4236* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 BJ4236  ___________________________________________________________________
 BJ4236  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ4236  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ4236
 BJ4236  HORZ ORDER  -  SECOND
 BJ4236
 BJ4236.The horizontal coordinates were established by classical geodetic methods
 BJ4236.and adjusted by the National Geodetic Survey in January 1993..
 BJ4236
 BJ4236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4236
 BJ4236.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4236
 BJ4236.The geoid height was determined by GEOID03.
 BJ4236
 BJ4236;                    North         East     Units Scale Factor Converg.
 BJ4236;SPC LA S     -   218,695.046 1,107,803.877   MT  0.99995890   +0 33 40.9
 BJ4236;SPC LA S     -   717,502.00  3,634,519.89   sFT  0.99995890   +0 33 40.9
 BJ4236;UTM  15      - 3,373,975.461   767,804.875   MT  1.00048486   +1 24 54.7
 BJ4236
 BJ4236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4236!SPC LA S     -   1.00000307  x   0.99995890  =   0.99996197
 BJ4236!UTM  15      -   1.00000307  x   1.00048486  =   1.00048793
 BJ4236
 BJ4236:                Primary Azimuth Mark                     Grid Az
 BJ4236:SPC LA S     -  52H003                                   116 27 27.8
 BJ4236:UTM  15      -  52H003                                   115 36 14.0
 BJ4236
 BJ4236|---------------------------------------------------------------------|
 BJ4236| PID    Reference Object                     Distance      Geod. Az  |
 BJ4236|                                                           dddmmss.s |
 BJ4236| BJ4235 52H003                              APPROX. 1.0 KM 1170108.7 |
 BJ4236|---------------------------------------------------------------------|
 BJ4236
 BJ4236                          SUPERSEDED SURVEY CONTROL
 BJ4236
 BJ4236  NAD 83(1986)-  30 28 05.56115(N)    090 12 38.39115(W) AD(       ) 2
 BJ4236  NAD 27      -  30 28 04.86792(N)    090 12 38.09911(W) AD(       ) 2
 BJ4236  NGVD 29 (07/19/86)    7.4    (m)           24.     (f) VERT ANG       
 BJ4236
 BJ4236.Superseded values are not recommended for survey control.
 BJ4236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4236.See file dsdata.txt to determine how the superseded data were derived.
 BJ4236
 BJ4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6780573975(NAD 83)
 BJ4236_MARKER: DD = SURVEY DISK
 BJ4236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4236_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4236+STABILITY: SURFACE MOTION
 BJ4236
 BJ4236  HISTORY     - Date     Condition        Report By
 BJ4236  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4236  HISTORY     - 1986     GOOD             LADTD
 BJ4236
 BJ4236                          STATION DESCRIPTION
 BJ4236
 BJ4236'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4236'THE STATION IS LOCATED ABOUT 2.4 MILES SOUTH OF GOODBEE.  THE
 BJ4236'STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NORTH OF
 BJ4236'INTERSTATE 12 NEAR A FENCE AND A GATE.
 BJ4236'
 BJ4236'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 1077
 BJ4236'AND INTERSTATE 12, DRIVE WEST ALONG INTERSTATE 12 FOR 2.2 MILES
 BJ4236'TO THE MARK SET ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR A
 BJ4236'FENCE AND A GATE.
 BJ4236'
 BJ4236'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4236'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4236'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4236'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4236'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4236'STAMPED 52H002 1976.  THE MARK IS 79 FEET WEST OF A FENCE
 BJ4236'CORNER, 10.5 FEET EAST-SOUTHEAST OF THE CENTER OF A METAL GATE,
 BJ4236'67 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON
 BJ4236'INTERSTATE 12, 2.5 FEET SOUTH OF A FENCE AND 2.5 FEET EAST OF A
 BJ4236'METAL WITNESS POST AND SIGN.
 BJ4236
 BJ4236                          STATION RECOVERY (1986)
 BJ4236
 BJ4236'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4236'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4235 ***********************************************************************
 BJ4235  DESIGNATION -  52H003
 BJ4235  PID         -  BJ4235
 BJ4235  STATE/COUNTY-  LA/ST TAMMANY
 BJ4235  USGS QUAD   -  MADISONVILLE (1979)
 BJ4235
 BJ4235                         *CURRENT SURVEY CONTROL
 BJ4235  ___________________________________________________________________
 BJ4235* NAD 83(1992)-  30 27 50.60842(N)    090 12 04.57693(W)     ADJUSTED  
 BJ4235* NAVD 88     -        14.45   (+/-2cm)      47.4    (feet)  VERTCON   
 BJ4235  ___________________________________________________________________
 BJ4235  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BJ4235  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ4235
 BJ4235  HORZ ORDER  -  SECOND
 BJ4235  VERT ORDER  -  THIRD ? (See Below)
 BJ4235
 BJ4235.The horizontal coordinates were established by classical geodetic methods
 BJ4235.and adjusted by the National Geodetic Survey in January 1993..
 BJ4235
 BJ4235.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4235.The vertical order pertains to the NGVD 29 superseded value.
 BJ4235
 BJ4235.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4235
 BJ4235.The geoid height was determined by GEOID03.
 BJ4235
 BJ4235;                    North         East     Units Scale Factor Converg.
 BJ4235;SPC LA S     -   218,243.920 1,108,710.370   MT  0.99995831   +0 33 57.8
 BJ4235;SPC LA S     -   716,021.93  3,637,493.94   sFT  0.99995831   +0 33 57.8
 BJ4235;UTM  15      - 3,373,537.661   768,718.473   MT  1.00049091   +1 25 11.3
 BJ4235
 BJ4235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4235!SPC LA S     -   1.00000196  x   0.99995831  =   0.99996027
 BJ4235!UTM  15      -   1.00000196  x   1.00049091  =   1.00049287
 BJ4235
 BJ4235:                Primary Azimuth Mark                     Grid Az
 BJ4235:SPC LA S     -  BEDICO                                   058 09 23.4
 BJ4235:UTM  15      -  BEDICO                                   057 18 09.9
 BJ4235
 BJ4235|---------------------------------------------------------------------|
 BJ4235| PID    Reference Object                     Distance      Geod. Az  |
 BJ4235|                                                           dddmmss.s |
 BJ4235| BJ4230 BEDICO                              460.182 METERS 0584321.2 |
 BJ4235|---------------------------------------------------------------------|
 BJ4235
 BJ4235                          SUPERSEDED SURVEY CONTROL
 BJ4235
 BJ4235  NAD 83(1986)-  30 27 50.62219(N)    090 12 04.57559(W) AD(       ) 2
 BJ4235  NAD 27      -  30 27 49.92854(N)    090 12 04.28464(W) AD(       ) 2
 BJ4235  NGVD 29 (09/03/91)   14.47   (m)           47.5    (f) LEVELING    3  
 BJ4235
 BJ4235.Superseded values are not recommended for survey control.
 BJ4235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4235.See file dsdata.txt to determine how the superseded data were derived.
 BJ4235
 BJ4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6871873538(NAD 83)
 BJ4235_MARKER: DD = SURVEY DISK
 BJ4235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4235_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4235+STABILITY: SURFACE MOTION
 BJ4235
 BJ4235  HISTORY     - Date     Condition        Report By
 BJ4235  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4235  HISTORY     - 1979     GOOD             LADTD
 BJ4235  HISTORY     - 1986     GOOD             LADTD
 BJ4235
 BJ4235                          STATION DESCRIPTION
 BJ4235
 BJ4235'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4235'THE STATION IS LOCATED ABOUT 2.8 MILES SOUTH OF GOODBEE AND 5
 BJ4235'MILES SOUTHWEST OF COVINGTON.  THE MARK IS SET ON DEPARTMENT OF
 BJ4235'HIGHWAYS PROPERTY NEAR A OVERPASS ON INTERSTATE HIGHWAY 12.
 BJ4235'
 BJ4235'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 1077
 BJ4235'AND INTERSTATE HIGHWAY 12 JUST SOUTH OF GOODBEE, DRIVE WEST ALONG
 BJ4235'INTERSTATE 12 FOR 1.5 MILES TO THE OVERPASS ON STATE HIGHWAY
 BJ4235'1085 OVER INTERSTATE HIGHWAY 12 AND THE MARK SET NEAR THE
 BJ4235'SOUTHEAST CORNER OF THE OVERPASS.
 BJ4235'
 BJ4235'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4235'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4235'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4235'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4235'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4235'STAMPED 52H003 1976.  THE MARK IS 151 FEET SOUTHWEST OF THE
 BJ4235'CENTER OF THE EAST BOUND LANE ON INTERSTATE 12, 19 FEET
 BJ4235'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 1085, 5 FEET SOUTH OF
 BJ4235'THE SOUTHEAST CORNER OF THE OVERPASS, 5 FEET SOUTHEAST
 BJ4235'OF A GUARD RAIL AND 2 FEET NORTHWEST OF A METAL WITNESS POST
 BJ4235'AND SIGN.
 BJ4235
 BJ4235                          STATION RECOVERY (1979)
 BJ4235
 BJ4235'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ4235'THE STATION WAS VISITED IN NOVEMBER OF 1979.  THE MARK WAS FOUND IN
 BJ4235'GOOD CONDITION.  THE 1977 DESCRIPTION IS ADEQUATE TO RECOVER THE
 BJ4235'STATION.
 BJ4235
 BJ4235                          STATION RECOVERY (1986)
 BJ4235
 BJ4235'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4235'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4234 ***********************************************************************
 BJ4234  DESIGNATION -  52H004
 BJ4234  PID         -  BJ4234
 BJ4234  STATE/COUNTY-  LA/ST TAMMANY
 BJ4234  USGS QUAD   -  MADISONVILLE (1979)
 BJ4234
 BJ4234                         *CURRENT SURVEY CONTROL
 BJ4234  ___________________________________________________________________
 BJ4234* NAD 83(1992)-  30 27 29.63034(N)    090 10 40.88686(W)     ADJUSTED  
 BJ4234* NAVD 88     -        14.66   (+/-2cm)      48.1    (feet)  VERTCON   
 BJ4234  ___________________________________________________________________
 BJ4234  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BJ4234  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ4234
 BJ4234  HORZ ORDER  -  SECOND
 BJ4234  VERT ORDER  -  THIRD ? (See Below)
 BJ4234
 BJ4234.The horizontal coordinates were established by classical geodetic methods
 BJ4234.and adjusted by the National Geodetic Survey in January 1993..
 BJ4234
 BJ4234.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4234.The vertical order pertains to the NGVD 29 superseded value.
 BJ4234
 BJ4234.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4234
 BJ4234.The geoid height was determined by GEOID03.
 BJ4234
 BJ4234;                    North         East     Units Scale Factor Converg.
 BJ4234;SPC LA S     -   217,620.251 1,110,949.209   MT  0.99995750   +0 34 39.6
 BJ4234;SPC LA S     -   713,975.77  3,644,839.20   sFT  0.99995750   +0 34 39.6
 BJ4234;UTM  15      - 3,372,947.101   770,967.571   MT  1.00050589   +1 25 52.9
 BJ4234
 BJ4234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4234!SPC LA S     -   1.00000192  x   0.99995750  =   0.99995942
 BJ4234!UTM  15      -   1.00000192  x   1.00050589  =   1.00050781
 BJ4234
 BJ4234:                Primary Azimuth Mark                     Grid Az
 BJ4234:SPC LA S     -  52H005                                   110 16 55.7
 BJ4234:UTM  15      -  52H005                                   109 25 42.4
 BJ4234
 BJ4234|---------------------------------------------------------------------|
 BJ4234| PID    Reference Object                     Distance      Geod. Az  |
 BJ4234|                                                           dddmmss.s |
 BJ4234| BJ4233 52H005                              APPROX. 2.3 KM 1105135.3 |
 BJ4234|---------------------------------------------------------------------|
 BJ4234
 BJ4234                          SUPERSEDED SURVEY CONTROL
 BJ4234
 BJ4234  NAD 83(1986)-  30 27 29.64500(N)    090 10 40.88491(W) AD(       ) 2
 BJ4234  NAD 27      -  30 27 28.95068(N)    090 10 40.59677(W) AD(       ) 2
 BJ4234  NGVD 29 (09/03/91)   14.68   (m)           48.2    (f) LEVELING    3  
 BJ4234
 BJ4234.Superseded values are not recommended for survey control.
 BJ4234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4234.See file dsdata.txt to determine how the superseded data were derived.
 BJ4234
 BJ4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7096872947(NAD 83)
 BJ4234_MARKER: DD = SURVEY DISK
 BJ4234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4234+STABILITY: SURFACE MOTION
 BJ4234
 BJ4234  HISTORY     - Date     Condition        Report By
 BJ4234  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4234  HISTORY     - 1979     GOOD             LADTD
 BJ4234  HISTORY     - 1986     GOOD             LADTD
 BJ4234
 BJ4234                          STATION DESCRIPTION
 BJ4234
 BJ4234'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4234'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF GOODBEE AND 4
 BJ4234'MILES SOUTHWEST OF COVINGTON.  THE MARK IS SET ON DEPARTMENT OF
 BJ4234'HIGHWAYS PROPERTY NEAR THE NORTHWEST CORNER OF AN OVERPASS ON
 BJ4234'AN INTERCHANGE.
 BJ4234'
 BJ4234'TO REACH THE STATION FROM THE INTERSECTION AT U.S. HIGHWAY 190
 BJ4234'AND STATE HIGHWAY 1077 IN GOODBEE, DRIVE SOUTHEAST ALONG STATE
 BJ4234'HIGHWAY 1077 FOR 3.2 TO AN OVERPASS ON AN INTERCHANGE ON
 BJ4234'INTERSTATE HIGHWAY 12 AND THE MARK NEAR THE NORTHWEST CORNER OF
 BJ4234'THE OVERPASS.
 BJ4234'
 BJ4234'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4234'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4234'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4234'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4234'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4234'STAMPED 52H004 1976.  THE MARK IS 165 FEET NORTH OF THE CENTER
 BJ4234'OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 12, 29 FEET
 BJ4234'NORTHWEST OF A BRIDGE ABUTMENT, 24 FEET WEST OF THE CENTER OF
 BJ4234'STATE HIGHWAY 1077, 3 FEET WEST OF THE NORTHWEST CORNER OF THE
 BJ4234'OVERPASS AND 2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ4234
 BJ4234                          STATION RECOVERY (1979)
 BJ4234
 BJ4234'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ4234'THE STATION WAS VISITED IN NOVEMBER OF 1979.  THE MARK WAS FOUND IN
 BJ4234'GOOD CONDITION. THE 1977 DESCRIPTION IS ADEQUATE TO RECOVER THE
 BJ4234'STATION.
 BJ4234
 BJ4234                          STATION RECOVERY (1986)
 BJ4234
 BJ4234'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4234'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4233 ***********************************************************************
 BJ4233  DESIGNATION -  52H005
 BJ4233  PID         -  BJ4233
 BJ4233  STATE/COUNTY-  LA/ST TAMMANY
 BJ4233  USGS QUAD   -  MADISONVILLE (1979)
 BJ4233
 BJ4233                         *CURRENT SURVEY CONTROL
 BJ4233  ___________________________________________________________________
 BJ4233* NAD 83(1992)-  30 27 02.75233(N)    090 09 19.49500(W)     ADJUSTED  
 BJ4233* NAVD 88     -         6.95   (+/-2cm)      22.8    (feet)  VERTCON   
 BJ4233  ___________________________________________________________________
 BJ4233  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BJ4233  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ4233
 BJ4233  HORZ ORDER  -  SECOND
 BJ4233  VERT ORDER  -  THIRD ? (See Below)
 BJ4233
 BJ4233.The horizontal coordinates were established by classical geodetic methods
 BJ4233.and adjusted by the National Geodetic Survey in January 1993..
 BJ4233
 BJ4233.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4233.The vertical order pertains to the NGVD 29 superseded value.
 BJ4233
 BJ4233.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4233
 BJ4233.The geoid height was determined by GEOID03.
 BJ4233
 BJ4233;                    North         East     Units Scale Factor Converg.
 BJ4233;SPC LA S     -   216,814.741 1,113,128.864   MT  0.99995647   +0 35 20.3
 BJ4233;SPC LA S     -   711,333.03  3,651,990.28   sFT  0.99995647   +0 35 20.3
 BJ4233;UTM  15      - 3,372,173.722   773,160.203   MT  1.00052062   +1 26 33.1
 BJ4233
 BJ4233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4233!SPC LA S     -   1.00000313  x   0.99995647  =   0.99995960
 BJ4233!UTM  15      -   1.00000313  x   1.00052062  =   1.00052375
 BJ4233
 BJ4233:                Primary Azimuth Mark                     Grid Az
 BJ4233:SPC LA S     -  52 H 006                                 106 09 53.7
 BJ4233:UTM  15      -  52 H 006                                 105 18 40.9
 BJ4233
 BJ4233|---------------------------------------------------------------------|
 BJ4233| PID    Reference Object                     Distance      Geod. Az  |
 BJ4233|                                                           dddmmss.s |
 BJ4233| BJ2860 52 H 006                            APPROX. 1.5 KM 1064514.0 |
 BJ4233|---------------------------------------------------------------------|
 BJ4233
 BJ4233                          SUPERSEDED SURVEY CONTROL
 BJ4233
 BJ4233  NAD 83(1986)-  30 27 02.76707(N)    090 09 19.49268(W) AD(       ) 2
 BJ4233  NAD 27      -  30 27 02.07187(N)    090 09 19.20733(W) AD(       ) 2
 BJ4233  NGVD 29 (11/12/92)    6.97   (m)           22.9    (f) LEVELING    3  
 BJ4233
 BJ4233.Superseded values are not recommended for survey control.
 BJ4233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4233.See file dsdata.txt to determine how the superseded data were derived.
 BJ4233
 BJ4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7316072174(NAD 83)
 BJ4233_MARKER: DD = SURVEY DISK
 BJ4233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4233_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4233+STABILITY: SURFACE MOTION
 BJ4233
 BJ4233  HISTORY     - Date     Condition        Report By
 BJ4233  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4233  HISTORY     - 1986     GOOD             LADTD
 BJ4233
 BJ4233                          STATION DESCRIPTION
 BJ4233
 BJ4233'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BJ4233'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF GOODBEE AND
 BJ4233'3 MILES SOUTHWEST OF COVINGTON.  THE MARK IS SET ON DEPARTMENT
 BJ4233'OF HIGHWAYS PROPERTY SOUTH OF INTERSTATE HIGHWAY 12 NEAR A FENCE.
 BJ4233'
 BJ4233'TO REACH THE STATION FROM THE INTERSECTION AT U.S. HIGHWAY
 BJ4233'190 AND STATE HIGHWAY 1077 IN GOODBEE, DRIVE SOUTHEAST ALONG STATE
 BJ4233'HIGHWAY 1077 FOR 3.2 MILES TO INTERCHANGE ON INTERSTATE
 BJ4233'HIGHWAY 12, TAKE ENTRANCE RAMP TO INTERSTATE HIGHWAY 12 AND
 BJ4233'DRIVE EAST FOR 1.4 MILES TO MARK SET ON THE RIGHT AND SOUTH OF
 BJ4233'THE HIGHWAY NEAR A FENCE.
 BJ4233'
 BJ4233'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4233'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4233'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4233'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4233'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4233'STAMPED 52H005 1977.  THE MARK IS 104 FEET SOUTH OF THE CENTER
 BJ4233'OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 103 FEET
 BJ4233'SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE
 BJ4233'INTERSTATE, 5 FEET NORTH OF A 10 INCH PINE TREE, 2 FEET NORTH
 BJ4233'OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST AND
 BJ4233'SIGN.
 BJ4233
 BJ4233                          STATION RECOVERY (1986)
 BJ4233
 BJ4233'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4233'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ4233'THE MARK IS 31.4 METERS (103 FT) SOUTHWEST OF THE SOUTH END OF A
 BJ4233'CONCRET CULVERT UNDER THE INTERSTATE, INSTEAD OF BEING SOUTHEAST OF
 BJ4233'THE CULVERT AS THE 1977 DESCRIPTION STATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4215 ***********************************************************************
 BJ4215  DESIGNATION -  52H010
 BJ4215  PID         -  BJ4215
 BJ4215  STATE/COUNTY-  LA/ST TAMMANY
 BJ4215  USGS QUAD   -  COVINGTON (1994)
 BJ4215
 BJ4215                         *CURRENT SURVEY CONTROL
 BJ4215  ___________________________________________________________________
 BJ4215* NAD 83(1992)-  30 25 22.75422(N)    090 03 28.22113(W)     ADJUSTED  
 BJ4215* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 BJ4215  ___________________________________________________________________
 BJ4215  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ4215  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ4215
 BJ4215  HORZ ORDER  -  SECOND
 BJ4215
 BJ4215.The horizontal coordinates were established by classical geodetic methods
 BJ4215.and adjusted by the National Geodetic Survey in May 1994..
 BJ4215
 BJ4215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4215
 BJ4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4215
 BJ4215.The geoid height was determined by GEOID03.
 BJ4215
 BJ4215;                    North         East     Units Scale Factor Converg.
 BJ4215;SPC LA S     -   213,836.013 1,122,534.106   MT  0.99995279   +0 38 15.9
 BJ4215;SPC LA S     -   701,560.32  3,682,847.31   sFT  0.99995279   +0 38 15.9
 BJ4215;UTM  15      - 3,369,333.695   782,614.417   MT  1.00058546   +1 29 27.0
 BJ4215;UTM  16      - 3,369,628.718   206,268.813   MT  1.00066453   -1 32 58.3
 BJ4215
 BJ4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4215!SPC LA S     -   1.00000312  x   0.99995279  =   0.99995591
 BJ4215!UTM  15      -   1.00000312  x   1.00058546  =   1.00058859
 BJ4215!UTM  16      -   1.00000312  x   1.00066453  =   1.00066766
 BJ4215
 BJ4215:                Primary Azimuth Mark                     Grid Az
 BJ4215:SPC LA S     -  52H011                                   122 25 37.5
 BJ4215:UTM  15      -  52H011                                   121 34 26.4
 BJ4215:UTM  16      -  52H011                                   124 36 51.7
 BJ4215
 BJ4215|---------------------------------------------------------------------|
 BJ4215| PID    Reference Object                     Distance      Geod. Az  |
 BJ4215|                                                           dddmmss.s |
 BJ4215| BJ4214 52H011                              APPROX. 1.5 KM 1230353.4 |
 BJ4215|---------------------------------------------------------------------|
 BJ4215
 BJ4215                          SUPERSEDED SURVEY CONTROL
 BJ4215
 BJ4215  NAD 83(1992)-  30 25 22.75444(N)    090 03 28.22110(W) AD(       ) 2
 BJ4215  NAD 83(1986)-  30 25 22.76529(N)    090 03 28.21875(W) AD(       ) 2
 BJ4215  NAD 27      -  30 25 22.06632(N)    090 03 27.94574(W) AD(       ) 2
 BJ4215  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG       
 BJ4215
 BJ4215.Superseded values are not recommended for survey control.
 BJ4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4215.See file dsdata.txt to determine how the superseded data were derived.
 BJ4215
 BJ4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8261469334(NAD 83)
 BJ4215_MARKER: DD = SURVEY DISK
 BJ4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4215_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4215+STABILITY: SURFACE MOTION
 BJ4215
 BJ4215  HISTORY     - Date     Condition        Report By
 BJ4215  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4215  HISTORY     - 1986     GOOD             LADTD
 BJ4215
 BJ4215                          STATION DESCRIPTION
 BJ4215
 BJ4215'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BJ4215'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF COVINGTON.  THE
 BJ4215'MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NORTH OF
 BJ4215'INTERSTATE HIGHWAY 12 NEAR A FENCE.
 BJ4215'
 BJ4215'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 190
 BJ4215'AND INTERSTATE HIGHWAY 12 IN SOUTH COVINGTON, DRIVE EAST ALONG
 BJ4215'INTERSTATE HIGHWAY 12 FOR 1.0 MILE TO THE MARK SET NORTH OF THE
 BJ4215'HIGHWAY NEAR A FENCE AND A BORROW PIT.
 BJ4215'
 BJ4215'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4215'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4215'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4215'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4215'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4215'STAMPED 52H010 1977.  THE MARK IS 298 FEET EAST OF A CONCRETE
 BJ4215'HIGHWAY RIGHT-OF-WAY MARKER, 211 FEET WEST OF A CONCRETE
 BJ4215'HIGHWAY RIGHT-OF-WAY MARKER, 3 FEET SOUTH OF A FENCE, 76.5
 BJ4215'FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE
 BJ4215'HIGHWAY 12 AND 2 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ4215
 BJ4215                          STATION RECOVERY (1986)
 BJ4215
 BJ4215'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4215'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4214 ***********************************************************************
 BJ4214  DESIGNATION -  52H011
 BJ4214  PID         -  BJ4214
 BJ4214  STATE/COUNTY-  LA/ST TAMMANY
 BJ4214  USGS QUAD   -  COVINGTON (1994)
 BJ4214
 BJ4214                         *CURRENT SURVEY CONTROL
 BJ4214  ___________________________________________________________________
 BJ4214* NAD 83(1992)-  30 24 55.75059(N)    090 02 40.36669(W)     ADJUSTED  
 BJ4214* NAVD 88     -        16.51   (+/-2cm)      54.2    (feet)  VERTCON   
 BJ4214  ___________________________________________________________________
 BJ4214  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BJ4214  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ4214
 BJ4214  HORZ ORDER  -  SECOND
 BJ4214  VERT ORDER  -  THIRD ? (See Below)
 BJ4214
 BJ4214.The horizontal coordinates were established by classical geodetic methods
 BJ4214.and adjusted by the National Geodetic Survey in May 1994..
 BJ4214
 BJ4214.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4214.The vertical order pertains to the NGVD 29 superseded value.
 BJ4214
 BJ4214.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4214
 BJ4214.The geoid height was determined by GEOID03.
 BJ4214
 BJ4214;                    North         East     Units Scale Factor Converg.
 BJ4214;SPC LA S     -   213,018.835 1,123,820.426   MT  0.99995184   +0 38 39.9
 BJ4214;SPC LA S     -   698,879.29  3,687,067.51   sFT  0.99995184   +0 38 39.9
 BJ4214;UTM  15      - 3,368,535.248   783,913.587   MT  1.00059454   +1 29 50.1
 BJ4214;UTM  16      - 3,368,762.434   207,523.898   MT  1.00065545   -1 32 32.8
 BJ4214
 BJ4214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4214!SPC LA S     -   1.00000163  x   0.99995184  =   0.99995347
 BJ4214!UTM  15      -   1.00000163  x   1.00059454  =   1.00059617
 BJ4214!UTM  16      -   1.00000163  x   1.00065545  =   1.00065708
 BJ4214
 BJ4214:                Primary Azimuth Mark                     Grid Az
 BJ4214:SPC LA S     -  52H012                                   121 05 19.8
 BJ4214:UTM  15      -  52H012                                   120 14 09.6
 BJ4214:UTM  16      -  52H012                                   123 16 32.5
 BJ4214
 BJ4214|---------------------------------------------------------------------|
 BJ4214| PID    Reference Object                     Distance      Geod. Az  |
 BJ4214|                                                           dddmmss.s |
 BJ4214| BJ4213 52H012                              APPROX. 2.4 KM 1214359.7 |
 BJ4214|---------------------------------------------------------------------|
 BJ4214
 BJ4214                          SUPERSEDED SURVEY CONTROL
 BJ4214
 BJ4214  NAD 83(1992)-  30 24 55.75097(N)    090 02 40.36662(W) AD(       ) 2
 BJ4214  NAD 83(1986)-  30 24 55.76152(N)    090 02 40.36444(W) AD(       ) 2
 BJ4214  NAD 27      -  30 24 55.06169(N)    090 02 40.09328(W) AD(       ) 2
 BJ4214  NGVD 29 (11/12/92)   16.51   (m)           54.2    (f) LEVELING    3  
 BJ4214
 BJ4214.Superseded values are not recommended for survey control.
 BJ4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4214.See file dsdata.txt to determine how the superseded data were derived.
 BJ4214
 BJ4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8391468535(NAD 83)
 BJ4214_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BJ4214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4214_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4214+STABILITY: SURFACE MOTION
 BJ4214
 BJ4214  HISTORY     - Date     Condition        Report By
 BJ4214  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4214  HISTORY     - 1986     GOOD             LADTD
 BJ4214
 BJ4214                          STATION DESCRIPTION
 BJ4214
 BJ4214'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BJ4214'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF COVINGTON.  THE
 BJ4214'MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY IN THE MEDIAN
 BJ4214'OF INTERSTATE HIGHWAY 12 JUST EAST OF THE TWIN BRIDGES OVER THE
 BJ4214'ILLINOIS CENTRAL RAILROAD TRACKS.
 BJ4214'
 BJ4214'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 190
 BJ4214'AND INTERSTATE HIGHWAY 12 JUST SOUTH OF COVINGTON, DRIVE EAST
 BJ4214'ALONG INTERSTATE HIGHWAY 12 FOR 2.5 MILES TO THE MARK SET IN
 BJ4214'THE MEDIAN EAST OF THE RAILROAD OVERPASS.
 BJ4214'
 BJ4214'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4214'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4214'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4214'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4214'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4214'STAMPED 52H011 1977.  THE MARK IS 45 FEET NORTH OF THE CENTER
 BJ4214'OF THE EAST BOUND LANE, 44 FEET SOUTH OF THE WEST BOUND LANE,
 BJ4214'24.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE ON THE
 BJ4214'WEST BOUND LANE, 26.5 FEET NORTH OF THE NORTHEAST CORNER OF
 BJ4214'THE BRIDGE ON THE EAST BOUND LANE, 19 FEET EAST OF A FENCE
 BJ4214'BETWEEN BRIDGES AND 2 FEET WEST OF A METAL WITNESS POST AND
 BJ4214'SIGN.
 BJ4214
 BJ4214                          STATION RECOVERY (1986)
 BJ4214
 BJ4214'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4214'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4213 ***********************************************************************
 BJ4213  DESIGNATION -  52H012
 BJ4213  PID         -  BJ4213
 BJ4213  STATE/COUNTY-  LA/ST TAMMANY
 BJ4213  USGS QUAD   -  COVINGTON (1994)
 BJ4213
 BJ4213                         *CURRENT SURVEY CONTROL
 BJ4213  ___________________________________________________________________
 BJ4213* NAD 83(1992)-  30 24 15.58324(N)    090 01 25.44446(W)     ADJUSTED  
 BJ4213* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 BJ4213  ___________________________________________________________________
 BJ4213  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BJ4213  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ4213
 BJ4213  HORZ ORDER  -  SECOND
 BJ4213
 BJ4213.The horizontal coordinates were established by classical geodetic methods
 BJ4213.and adjusted by the National Geodetic Survey in May 1994..
 BJ4213
 BJ4213.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4213
 BJ4213.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4213
 BJ4213.The geoid height was determined by GEOID03.
 BJ4213
 BJ4213;                    North         East     Units Scale Factor Converg.
 BJ4213;SPC LA S     -   211,804.722 1,125,833.965   MT  0.99995045   +0 39 17.3
 BJ4213;SPC LA S     -   694,895.99  3,693,673.60   sFT  0.99995045   +0 39 17.3
 BJ4213;UTM  15      - 3,367,350.464   785,946.293   MT  1.00060884   +1 30 26.3
 BJ4213;UTM  16      - 3,367,471.483   209,491.021   MT  1.00064130   -1 31 53.0
 BJ4213
 BJ4213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4213!SPC LA S     -   1.00000271  x   0.99995045  =   0.99995316
 BJ4213!UTM  15      -   1.00000271  x   1.00060884  =   1.00061156
 BJ4213!UTM  16      -   1.00000271  x   1.00064130  =   1.00064402
 BJ4213
 BJ4213:                Primary Azimuth Mark                     Grid Az
 BJ4213:SPC LA S     -  52H013                                   125 25 00.1
 BJ4213:UTM  15      -  52H013                                   124 33 51.1
 BJ4213:UTM  16      -  52H013                                   127 36 10.4
 BJ4213
 BJ4213|---------------------------------------------------------------------|
 BJ4213| PID    Reference Object                     Distance      Geod. Az  |
 BJ4213|                                                           dddmmss.s |
 BJ4213| BJ4212 52H013                              APPROX. 1.6 KM 1260417.4 |
 BJ4213|---------------------------------------------------------------------|
 BJ4213
 BJ4213                          SUPERSEDED SURVEY CONTROL
 BJ4213
 BJ4213  NAD 83(1992)-  30 24 15.58387(N)    090 01 25.44426(W) AD(       ) 2
 BJ4213  NAD 83(1986)-  30 24 15.59419(N)    090 01 25.44219(W) AD(       ) 2
 BJ4213  NAD 27      -  30 24 14.89296(N)    090 01 25.17381(W) AD(       ) 2
 BJ4213  NGVD 29 (07/19/86)    9.6    (m)           31.     (f) VERT ANG       
 BJ4213
 BJ4213.Superseded values are not recommended for survey control.
 BJ4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4213.See file dsdata.txt to determine how the superseded data were derived.
 BJ4213
 BJ4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8594667350(NAD 83)
 BJ4213_MARKER: DD = SURVEY DISK
 BJ4213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4213_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4213+STABILITY: SURFACE MOTION
 BJ4213
 BJ4213  HISTORY     - Date     Condition        Report By
 BJ4213  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4213  HISTORY     - 1986     GOOD             LADTD
 BJ4213
 BJ4213                          STATION DESCRIPTION
 BJ4213
 BJ4213'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BJ4213'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF COVINGTON.  THE
 BJ4213'MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NORTH OF
 BJ4213'INTERSTATE HIGHWAY 12 NEAR A FENCE.
 BJ4213'
 BJ4213'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 190
 BJ4213'AND INTERSTATE HIGHWAY 12 JUST SOUTH OF COVINGTON, DRIVE EAST
 BJ4213'ALONG INTERSTATE HIGHWAY 12 FOR 3.5 MILES TO THE MARK SET NORTH
 BJ4213'OF HIGHWAY NEAR FENCE AND A POWER STATION.
 BJ4213'
 BJ4213'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4213'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4213'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4213'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4213'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4213'STAMPED 52H012 1977.  THE MARK IS 45 FEET NORTH-NORTHWEST OF A
 BJ4213'POWER POLE, 102 FEET NORTH-NORTHEAST OF THE CENTER OF THE WEST
 BJ4213'BOUND LANE, 7 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 BJ4213'CHAINLINK FENCE, 2 FEET SOUTH-SOUTHWEST OF THE FENCE, 2 FEET
 BJ4213'WEST OF A METAL WITNESS POST AND SIGN.
 BJ4213
 BJ4213                          STATION RECOVERY (1986)
 BJ4213
 BJ4213'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4213'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4212 ***********************************************************************
 BJ4212  DESIGNATION -  52H013
 BJ4212  PID         -  BJ4212
 BJ4212  STATE/COUNTY-  LA/ST TAMMANY
 BJ4212  USGS QUAD   -  COVINGTON (1994)
 BJ4212
 BJ4212                         *CURRENT SURVEY CONTROL
 BJ4212  ___________________________________________________________________
 BJ4212* NAD 83(1992)-  30 23 45.31660(N)    090 00 37.51827(W)     ADJUSTED  
 BJ4212* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 BJ4212  ___________________________________________________________________
 BJ4212  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BJ4212  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ4212
 BJ4212  HORZ ORDER  -  SECOND
 BJ4212
 BJ4212.The horizontal coordinates were established by classical geodetic methods
 BJ4212.and adjusted by the National Geodetic Survey in May 1994..
 BJ4212
 BJ4212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4212
 BJ4212.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4212
 BJ4212.The geoid height was determined by GEOID03.
 BJ4212
 BJ4212;                    North         East     Units Scale Factor Converg.
 BJ4212;SPC LA S     -   210,887.487 1,127,123.844   MT  0.99994943   +0 39 41.3
 BJ4212;SPC LA S     -   691,886.70  3,697,905.48   sFT  0.99994943   +0 39 41.3
 BJ4212;UTM  15      - 3,366,451.922   787,250.537   MT  1.00061807   +1 30 49.3
 BJ4212;UTM  16      - 3,366,505.052   210,745.835   MT  1.00063232   -1 31 27.3
 BJ4212
 BJ4212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4212!SPC LA S     -   1.00000289  x   0.99994943  =   0.99995232
 BJ4212!UTM  15      -   1.00000289  x   1.00061807  =   1.00062096
 BJ4212!UTM  16      -   1.00000289  x   1.00063232  =   1.00063521
 BJ4212
 BJ4212:                Primary Azimuth Mark                     Grid Az
 BJ4212:SPC LA S     -  52H014                                   118 18 36.0
 BJ4212:UTM  15      -  52H014                                   117 27 28.0
 BJ4212:UTM  16      -  52H014                                   120 29 44.6
 BJ4212
 BJ4212|---------------------------------------------------------------------|
 BJ4212| PID    Reference Object                     Distance      Geod. Az  |
 BJ4212|                                                           dddmmss.s |
 BJ4212| BH2896 52H014                              APPROX. 1.5 KM 1185817.3 |
 BJ4212|---------------------------------------------------------------------|
 BJ4212
 BJ4212                          SUPERSEDED SURVEY CONTROL
 BJ4212
 BJ4212  NAD 83(1992)-  30 23 45.31741(N)    090 00 37.51801(W) AD(       ) 2
 BJ4212  NAD 83(1986)-  30 23 45.32766(N)    090 00 37.51593(W) AD(       ) 2
 BJ4212  NAD 27      -  30 23 44.62547(N)    090 00 37.24941(W) AD(       ) 2
 BJ4212  NGVD 29 (07/19/86)    8.5    (m)           28.     (f) VERT ANG       
 BJ4212
 BJ4212.Superseded values are not recommended for survey control.
 BJ4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4212.See file dsdata.txt to determine how the superseded data were derived.
 BJ4212
 BJ4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8725166452(NAD 83)
 BJ4212_MARKER: DD = SURVEY DISK
 BJ4212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4212_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4212+STABILITY: SURFACE MOTION
 BJ4212
 BJ4212  HISTORY     - Date     Condition        Report By
 BJ4212  HISTORY     - 1977     MONUMENTED       LADTD
 BJ4212  HISTORY     - 1986     GOOD             LADTD
 BJ4212
 BJ4212                          STATION DESCRIPTION
 BJ4212
 BJ4212'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BJ4212'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF MANDEVILLE AND
 BJ4212'4 MILES SOUTHEAST OF COVINGTON.  THE MARK IS SET ON DEPARTMENT
 BJ4212'OF HIGHWAYS PROPERTY SOUTH OF INTERSTATE HIGHWAY 12 NEAR A FENCE.
 BJ4212'
 BJ4212'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 190
 BJ4212'AND INTERSTATE HIGHWAY 12 JUST SOUTH OF COVINGTON, DRIVE EAST
 BJ4212'ALONG INTERSTATE HIGHWAY 12 FOR 5 MILES TO THE MARK SET ON THE
 BJ4212'RIGHT AND SOUTH OF THE HIGHWAY NEAR A FENCE.
 BJ4212'
 BJ4212'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4212'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4212'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4212'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4212'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4212'STAMPED 52H013 1977.  THE MARK IS 102 FEET SOUTH OF THE CENTER
 BJ4212'OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 25 FEET
 BJ4212'NORTHWEST OF A 12 INCH MAGNOLIA TREE, 22 FEET NORTHEAST OF AN
 BJ4212'8 INCH OAK TREE, 7 FEET NORTH OF AN 8 INCH OAK TREE, 3 FEET
 BJ4212'NORTH OF A FENCE AND 2 FEET NORTH OF A METAL WITNESS POST
 BJ4212'AND SIGN.
 BJ4212
 BJ4212                          STATION RECOVERY (1986)
 BJ4212
 BJ4212'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4212'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2896 ***********************************************************************
 BH2896  DESIGNATION -  52H014
 BH2896  PID         -  BH2896
 BH2896  STATE/COUNTY-  LA/ST TAMMANY
 BH2896  USGS QUAD   -  ST TAMMANY (1994)
 BH2896
 BH2896                         *CURRENT SURVEY CONTROL
 BH2896  ___________________________________________________________________
 BH2896* NAD 83(1992)-  30 23 22.45074(N)    089 59 49.88447(W)     ADJUSTED  
 BH2896* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 BH2896  ___________________________________________________________________
 BH2896  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2896  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BH2896
 BH2896  HORZ ORDER  -  SECOND
 BH2896
 BH2896.The horizontal coordinates were established by classical geodetic methods
 BH2896.and adjusted by the National Geodetic Survey in May 1994..
 BH2896
 BH2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2896
 BH2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2896
 BH2896.The geoid height was determined by GEOID03.
 BH2896
 BH2896;                    North         East     Units Scale Factor Converg.
 BH2896;SPC LA S     -   210,198.187 1,128,403.474   MT  0.99994867   +0 40 05.1
 BH2896;SPC LA S     -   689,625.22  3,702,103.73   sFT  0.99994867   +0 40 05.1
 BH2896;UTM  16      - 3,365,766.954   211,999.099   MT  1.00062340   -1 31 02.1
 BH2896;UTM  15      - 3,365,781.277   788,541.146   MT  1.00062724   +1 31 12.4
 BH2896
 BH2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2896!SPC LA S     -   1.00000271  x   0.99994867  =   0.99995138
 BH2896!UTM  16      -   1.00000271  x   1.00062340  =   1.00062611
 BH2896!UTM  15      -   1.00000271  x   1.00062724  =   1.00062995
 BH2896
 BH2896:                Primary Azimuth Mark                     Grid Az
 BH2896:SPC LA S     -  52H015                                   037 55 09.5
 BH2896:UTM  16      -  52H015                                   040 06 16.7
 BH2896:UTM  15      -  52H015                                   037 04 02.2
 BH2896
 BH2896|---------------------------------------------------------------------|
 BH2896| PID    Reference Object                     Distance      Geod. Az  |
 BH2896|                                                           dddmmss.s |
 BH2896| BH2897 52H015                              APPROX. 1.0 KM 0383514.6 |
 BH2896|---------------------------------------------------------------------|
 BH2896
 BH2896                          SUPERSEDED SURVEY CONTROL
 BH2896
 BH2896  NAD 83(1992)-  30 23 22.45173(N)    089 59 49.88417(W) AD(       ) 2
 BH2896  NAD 83(1986)-  30 23 22.46193(N)    089 59 49.88203(W) AD(       ) 2
 BH2896  NAD 27      -  30 23 21.75898(N)    089 59 49.61735(W) AD(       ) 2
 BH2896  NGVD 29 (07/19/86)    9.6    (m)           31.     (f) VERT ANG       
 BH2896
 BH2896.Superseded values are not recommended for survey control.
 BH2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2896.See file dsdata.txt to determine how the superseded data were derived.
 BH2896
 BH2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1199965767(NAD 83)
 BH2896_MARKER: DD = SURVEY DISK
 BH2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2896_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2896+STABILITY: SURFACE MOTION
 BH2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2896+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 BH2896
 BH2896  HISTORY     - Date     Condition        Report By
 BH2896  HISTORY     - 1977     MONUMENTED       LADTD
 BH2896  HISTORY     - 1986     GOOD             LADTD
 BH2896  HISTORY     - 20060130 GOOD             KELMCH
 BH2896
 BH2896                          STATION DESCRIPTION
 BH2896
 BH2896'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2896'THE STATION IS LOCATED ABOUT 5.4 MILES SOUTHEAST OF
 BH2896'COVINGTON.  THE MARK IS SET ON DEPARTMENT OF HIGHWAY PROPERTY SOUTH
 BH2896'OF INTERSTATE HIGHWAY 12 NEAR A FENCE.
 BH2896'
 BH2896'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 19
 BH2896'19 AND INTERSTATE HIGHWAY 12 JUST SOUTH OF COVINGTON, DRIVE
 BH2896'EAST ALONG INTERSTATE HIGHWAY 12 FOR 5.4 MILES TO THE MARK SET
 BH2896'SOUTH OF THE HIGHWAY NEAR A FENCE IN A PIPELINE.
 BH2896'
 BH2896'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2896'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF 12-INCH
 BH2896'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2896'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2896'CONCRETE ABOUT 36 INCHES BELOW THE GROUND.  THEY ARE STAMPED
 BH2896'52H014 1977.  THE MARK IS 104 FEET SOUTH OF THE CENTER OF THE
 BH2896'EAST BOUND LANE, 45.5 FEET EAST OF A POWER POLE, 18 FEET
 BH2896'EAST-NORTHEAST OF A VENT PIPE ON A UNITED STATES PIPELINE,
 BH2896'9.5 FEET NORTH-NORTHWEST OF A VENT PIPE ON A UNITED GAS
 BH2896'PIPELINE, 2.5 FEET NORTH OF THE FENCE, 2 FEET SOUTH OF A
 BH2896'METAL WITNESS POST AND SIGN.
 BH2896
 BH2896                          STATION RECOVERY (1986)
 BH2896
 BH2896'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2896'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BH2896
 BH2896                          STATION RECOVERY (2006)
 BH2896
 BH2896'RECOVERY NOTE BY KELLY MCHUGH AND ASSOCIATES INC 2006 (RFD)
 BH2896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2897 ***********************************************************************
 BH2897  DESIGNATION -  52H015
 BH2897  PID         -  BH2897
 BH2897  STATE/COUNTY-  LA/ST TAMMANY
 BH2897  USGS QUAD   -  ST TAMMANY (1994)
 BH2897
 BH2897                         *CURRENT SURVEY CONTROL
 BH2897  ___________________________________________________________________
 BH2897* NAD 83(1992)-  30 23 47.45212(N)    089 59 26.87089(W)     ADJUSTED  
 BH2897* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 BH2897  ___________________________________________________________________
 BH2897  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BH2897  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BH2897
 BH2897  HORZ ORDER  -  SECOND
 BH2897
 BH2897.The horizontal coordinates were established by classical geodetic methods
 BH2897.and adjusted by the National Geodetic Survey in May 1994..
 BH2897
 BH2897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2897
 BH2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2897
 BH2897.The geoid height was determined by GEOID03.
 BH2897
 BH2897;                    North         East     Units Scale Factor Converg.
 BH2897;SPC LA S     -   210,975.173 1,129,008.762   MT  0.99994950   +0 40 16.6
 BH2897;SPC LA S     -   692,174.38  3,704,089.58   sFT  0.99994950   +0 40 16.6
 BH2897;UTM  16      - 3,366,520.799   212,634.003   MT  1.00061889   -1 30 51.6
 BH2897;UTM  15      - 3,366,567.714   789,135.215   MT  1.00063147   +1 31 25.2
 BH2897
 BH2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2897!SPC LA S     -   1.00000267  x   0.99994950  =   0.99995217
 BH2897!UTM  16      -   1.00000267  x   1.00061889  =   1.00062156
 BH2897!UTM  15      -   1.00000267  x   1.00063147  =   1.00063414
 BH2897
 BH2897:                Primary Azimuth Mark                     Grid Az
 BH2897:SPC LA S     -  52H014                                   217 55 09.6
 BH2897:UTM  16      -  52H014                                   220 06 17.8
 BH2897:UTM  15      -  52H014                                   217 04 01.0
 BH2897
 BH2897|---------------------------------------------------------------------|
 BH2897| PID    Reference Object                     Distance      Geod. Az  |
 BH2897|                                                           dddmmss.s |
 BH2897| BH2896 52H014                              APPROX. 1.0 KM 2183526.2 |
 BH2897|---------------------------------------------------------------------|
 BH2897
 BH2897                          SUPERSEDED SURVEY CONTROL
 BH2897
 BH2897  NAD 83(1992)-  30 23 47.45326(N)    089 59 26.87062(W) AD(       ) 2
 BH2897  NAD 83(1986)-  30 23 47.46352(N)    089 59 26.86842(W) AD(       ) 2
 BH2897  NAD 27      -  30 23 46.76132(N)    089 59 26.60419(W) AD(       ) 2
 BH2897  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG       
 BH2897
 BH2897.Superseded values are not recommended for survey control.
 BH2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2897.See file dsdata.txt to determine how the superseded data were derived.
 BH2897
 BH2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1263466521(NAD 83)
 BH2897_MARKER: DD = SURVEY DISK
 BH2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2897_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2897+STABILITY: SURFACE MOTION
 BH2897
 BH2897  HISTORY     - Date     Condition        Report By
 BH2897  HISTORY     - 1977     MONUMENTED       LADTD
 BH2897  HISTORY     - 1986     GOOD             LADTD
 BH2897
 BH2897                          STATION DESCRIPTION
 BH2897
 BH2897'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2897'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF MANDEVILLE
 BH2897'AND 5 MILES SOUTHEAST OF COVINGTON.  THE MARK IS SET ON DEPARTMENT
 BH2897'OF HIGHWAYS PROPERTY NORTHWEST OF STATE HIGHWAY 1088 NEAR A FENCE.
 BH2897'
 BH2897'TO REACH THE STATION FROM THE INTERSECTION AT U.S. HIGHWAY 190
 BH2897'AND STATE HIGHWAY 59 IN MANDEVILLE, DRIVE NORTH ALONG STATE
 BH2897'HIGHWAY 59 FOR 0.8 MILES TO JUNCTION WITH STATE HIGHWAY 1088,
 BH2897'TURN RIGHT ON STATE HIGHWAY 1088 AND GO NORTHEAST FOR 3.5 MILES
 BH2897'TO INTERSTATE HIGHWAY 12, CONTINUE NORTHEAST ON STATE HIGHWAY
 BH2897'1088 FOR 0.7 MILES TO MARK SET ON THE LEFT AND NORTH OF THE
 BH2897'HIGHWAY NEAR A CULVERT AND A FENCE.
 BH2897'
 BH2897'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2897'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2897'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2897'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2897'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2897'STAMPED 52H015 1977.  THE MARK IS 170 FEET NORTHEAST OF THE
 BH2897'NORTH END OF A CONCRETE CULVERT UNDER A DRIVE TO A FIELD, 41
 BH2897'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 1088, 3 FEET
 BH2897'SOUTHEAST OF A FENCE AND 2 FEET SOUTHWEST OF A METAL WITNESS
 BH2897'POST AND SIGN.
 BH2897
 BH2897                          STATION RECOVERY (1986)
 BH2897
 BH2897'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2897'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2895 ***********************************************************************
 BH2895  DESIGNATION -  52H016
 BH2895  PID         -  BH2895
 BH2895  STATE/COUNTY-  LA/ST TAMMANY
 BH2895  USGS QUAD   -  ST TAMMANY (1994)
 BH2895
 BH2895                         *CURRENT SURVEY CONTROL
 BH2895  ___________________________________________________________________
 BH2895* NAD 83(1992)-  30 22 51.98455(N)    089 58 33.28778(W)     ADJUSTED  
 BH2895* NAVD 88     -         8.6    (meters)      28.     (feet)  VERTCON   
 BH2895  ___________________________________________________________________
 BH2895  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2895  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BH2895
 BH2895  HORZ ORDER  -  SECOND
 BH2895
 BH2895.The horizontal coordinates were established by classical geodetic methods
 BH2895.and adjusted by the National Geodetic Survey in May 1994..
 BH2895
 BH2895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2895
 BH2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2895
 BH2895.The geoid height was determined by GEOID03.
 BH2895
 BH2895;                    North         East     Units Scale Factor Converg.
 BH2895;SPC LA S     -   209,284.153 1,130,459.200   MT  0.99994769   +0 40 43.4
 BH2895;SPC LA S     -   686,626.43  3,708,848.23   sFT  0.99994769   +0 40 43.4
 BH2895;UTM  16      - 3,364,774.542   214,019.829   MT  1.00060909   -1 30 21.9
 BH2895;UTM  15      - 3,364,897.302   790,611.655   MT  1.00064204   +1 31 49.8
 BH2895
 BH2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2895!SPC LA S     -   1.00000287  x   0.99994769  =   0.99995056
 BH2895!UTM  16      -   1.00000287  x   1.00060909  =   1.00061196
 BH2895!UTM  15      -   1.00000287  x   1.00064204  =   1.00064491
 BH2895
 BH2895:                Primary Azimuth Mark                     Grid Az
 BH2895:SPC LA S     -  52H017                                   117 26 35.3
 BH2895:UTM  16      -  52H017                                   119 37 40.6
 BH2895:UTM  15      -  52H017                                   116 35 28.9
 BH2895
 BH2895|---------------------------------------------------------------------|
 BH2895| PID    Reference Object                     Distance      Geod. Az  |
 BH2895|                                                           dddmmss.s |
 BH2895| BH2894 52H017                              APPROX. 1.3 KM 1180718.7 |
 BH2895|---------------------------------------------------------------------|
 BH2895
 BH2895                          SUPERSEDED SURVEY CONTROL
 BH2895
 BH2895  NAD 83(1992)-  30 22 51.98579(N)    089 58 33.28743(W) AD(       ) 2
 BH2895  NAD 83(1986)-  30 22 51.99589(N)    089 58 33.28523(W) AD(       ) 2
 BH2895  NAD 27      -  30 22 51.29183(N)    089 58 33.02306(W) AD(       ) 2
 BH2895  NGVD 29 (07/19/86)    8.6    (m)           28.     (f) VERT ANG       
 BH2895
 BH2895.Superseded values are not recommended for survey control.
 BH2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2895.See file dsdata.txt to determine how the superseded data were derived.
 BH2895
 BH2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1402064775(NAD 83)
 BH2895_MARKER: DD = SURVEY DISK
 BH2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2895_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2895+STABILITY: SURFACE MOTION
 BH2895
 BH2895  HISTORY     - Date     Condition        Report By
 BH2895  HISTORY     - 1977     MONUMENTED       LADTD
 BH2895  HISTORY     - 1986     GOOD             LADTD
 BH2895
 BH2895                          STATION DESCRIPTION
 BH2895
 BH2895'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2895'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF MANDEVILLE
 BH2895'AND 5 MILES NORTHWEST OF LACOMBE.  THE MARK IS SET ON DEPARTMENT
 BH2895'HIGHWAYS PROPERTY NORTH OF INTERSTATE HIGHWAY 12 NEAR A FENCE.
 BH2895'
 BH2895'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 434
 BH2895'AND INTERSTATE 12, DRIVE WEST ALONG INTERSTATE 12 FOR 3.9 MILES
 BH2895'TO THE MARK SET ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR A FENCE
 BH2895'AND A CULVERT.
 BH2895'
 BH2895'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2895'AND U.S. COAST AND GEODETIC SURVEY DISK IS SET IN TOP OF A 12-INCH
 BH2895'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2895'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2895'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2895'STAMPED 52H016 1977.  THE MARK IS 250 FEET NORTH OF THE
 BH2895'CENTER OF A CONCRETE BOX CULVERT UNDER INTERSTATE HIGHWAY
 BH2895'12, 102 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON
 BH2895'INTERSTATE HIGHWAY 12, 7.5 FEET SOUTHWEST OF A FENCE
 BH2895'BRACE, 3.5 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A METAL
 BH2895'WITNESS POST AND SIGN.
 BH2895
 BH2895                          STATION RECOVERY (1986)
 BH2895
 BH2895'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2895'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2894 ***********************************************************************
 BH2894  DESIGNATION -  52H017
 BH2894  PID         -  BH2894
 BH2894  STATE/COUNTY-  LA/ST TAMMANY
 BH2894  USGS QUAD   -  ST TAMMANY (1994)
 BH2894
 BH2894                         *CURRENT SURVEY CONTROL
 BH2894  ___________________________________________________________________
 BH2894* NAD 83(1992)-  30 22 31.89346(N)    089 57 49.93538(W)     ADJUSTED  
 BH2894* NAVD 88     -         9.2    (meters)      30.     (feet)  VERTCON   
 BH2894  ___________________________________________________________________
 BH2894  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BH2894  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BH2894
 BH2894  HORZ ORDER  -  SECOND
 BH2894
 BH2894.The horizontal coordinates were established by classical geodetic methods
 BH2894.and adjusted by the National Geodetic Survey in May 1994..
 BH2894
 BH2894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2894
 BH2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2894
 BH2894.The geoid height was determined by GEOID03.
 BH2894
 BH2894;                    North         East     Units Scale Factor Converg.
 BH2894;SPC LA S     -   208,679.313 1,131,623.906   MT  0.99994705   +0 41 05.1
 BH2894;SPC LA S     -   684,642.05  3,712,669.43   sFT  0.99994705   +0 41 05.1
 BH2894;UTM  16      - 3,364,125.316   215,161.382   MT  1.00060105   -1 29 59.1
 BH2894;UTM  15      - 3,364,309.431   791,786.043   MT  1.00065048   +1 32 10.9
 BH2894
 BH2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2894!SPC LA S     -   1.00000278  x   0.99994705  =   0.99994982
 BH2894!UTM  16      -   1.00000278  x   1.00060105  =   1.00060383
 BH2894!UTM  15      -   1.00000278  x   1.00065048  =   1.00065326
 BH2894
 BH2894:                Primary Azimuth Mark                     Grid Az
 BH2894:SPC LA S     -  52H016                                   297 26 35.5
 BH2894:UTM  16      -  52H016                                   299 37 39.7
 BH2894:UTM  15      -  52H016                                   296 35 29.7
 BH2894
 BH2894|---------------------------------------------------------------------|
 BH2894| PID    Reference Object                     Distance      Geod. Az  |
 BH2894|                                                           dddmmss.s |
 BH2894| BH2895 52H016                              APPROX. 1.3 KM 2980740.6 |
 BH2894|---------------------------------------------------------------------|
 BH2894
 BH2894                          SUPERSEDED SURVEY CONTROL
 BH2894
 BH2894  NAD 83(1992)-  30 22 31.89488(N)    089 57 49.93502(W) AD(       ) 2
 BH2894  NAD 83(1986)-  30 22 31.90487(N)    089 57 49.93275(W) AD(       ) 2
 BH2894  NAD 27      -  30 22 31.20020(N)    089 57 49.67237(W) AD(       ) 2
 BH2894  NGVD 29 (07/19/86)    9.2    (m)           30.     (f) VERT ANG       
 BH2894
 BH2894.Superseded values are not recommended for survey control.
 BH2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2894.See file dsdata.txt to determine how the superseded data were derived.
 BH2894
 BH2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1516164125(NAD 83)
 BH2894_MARKER: DD = SURVEY DISK
 BH2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2894_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2894+STABILITY: SURFACE MOTION
 BH2894
 BH2894  HISTORY     - Date     Condition        Report By
 BH2894  HISTORY     - 1977     MONUMENTED       LADTD
 BH2894  HISTORY     - 1986     GOOD             LADTD
 BH2894
 BH2894                          STATION DESCRIPTION
 BH2894
 BH2894'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2894'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF LACOMBE.  THE MARK
 BH2894'IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NORTH OF INTERSTATE
 BH2894'HIGHWAY 12 NEAR A FENCE AND A FENCE RIGHT-OF-WAY.
 BH2894'
 BH2894'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 434,
 BH2894'AND INTERSTATE HIGHWAY 12, DRIVE WEST ALONG INTERSTAE HIGHWAY 12
 BH2894'FOR 3.1 MILES TO THE MARK ON THE RIGHT AND NORTH OF THE HIGHWAY.
 BH2894'
 BH2894'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2894'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF 12-INCH
 BH2894'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2894'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2894'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2894'STAMPED 52H017 1977.  THE MARK IS 141 FEET EAST OF A HIGHWAY
 BH2894'RIGHT-OF-WAY MARKER, 88 FEET NORTH OF THE CENTER OF THE WEST
 BH2894'BOUND LANE ON INTERSTATE HIGHWAY 12, 3 FEET SOUTH OF A FENCE
 BH2894'AND 2 FEET WEST OF A METAL WITNESS SIGN.
 BH2894
 BH2894                          STATION RECOVERY (1986)
 BH2894
 BH2894'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2894'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2888 ***********************************************************************
 BH2888  DESIGNATION -  52H018
 BH2888  PID         -  BH2888
 BH2888  STATE/COUNTY-  LA/ST TAMMANY
 BH2888  USGS QUAD   -  LACOMBE (1994)
 BH2888
 BH2888                         *CURRENT SURVEY CONTROL
 BH2888  ___________________________________________________________________
 BH2888* NAD 83(1992)-  30 21 49.95526(N)    089 56 30.30212(W)     ADJUSTED  
 BH2888* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 BH2888  ___________________________________________________________________
 BH2888  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BH2888  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BH2888
 BH2888  HORZ ORDER  -  SECOND
 BH2888
 BH2888.The horizontal coordinates were established by classical geodetic methods
 BH2888.and adjusted by the National Geodetic Survey in May 1994..
 BH2888
 BH2888.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2888
 BH2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2888
 BH2888.The geoid height was determined by GEOID03.
 BH2888
 BH2888;                    North         East     Units Scale Factor Converg.
 BH2888;SPC LA S     -   207,413.643 1,133,765.550   MT  0.99994574   +0 41 44.9
 BH2888;SPC LA S     -   680,489.59  3,719,695.81   sFT  0.99994574   +0 41 44.9
 BH2888;UTM  16      - 3,362,778.073   217,254.588   MT  1.00058639   -1 29 16.8
 BH2888;UTM  15      - 3,363,074.846   793,947.796   MT  1.00066611   +1 32 49.3
 BH2888
 BH2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2888!SPC LA S     -   1.00000301  x   0.99994574  =   0.99994875
 BH2888!UTM  16      -   1.00000301  x   1.00058639  =   1.00058940
 BH2888!UTM  15      -   1.00000301  x   1.00066611  =   1.00066912
 BH2888
 BH2888:                Primary Azimuth Mark                     Grid Az
 BH2888:SPC LA S     -  52H019                                   122 39 39.1
 BH2888:UTM  16      -  52H019                                   124 50 40.8
 BH2888:UTM  15      -  52H019                                   121 48 34.7
 BH2888
 BH2888|---------------------------------------------------------------------|
 BH2888| PID    Reference Object                     Distance      Geod. Az  |
 BH2888|                                                           dddmmss.s |
 BH2888| BH2887 52H019                              APPROX. 2.4 KM 1232124.0 |
 BH2888|---------------------------------------------------------------------|
 BH2888
 BH2888                          SUPERSEDED SURVEY CONTROL
 BH2888
 BH2888  NAD 83(1992)-  30 21 49.95697(N)    089 56 30.30164(W) AD(       ) 2
 BH2888  NAD 83(1986)-  30 21 49.96677(N)    089 56 30.29938(W) AD(       ) 2
 BH2888  NAD 27      -  30 21 49.26098(N)    089 56 30.04161(W) AD(       ) 2
 BH2888  NGVD 29 (07/19/86)    7.7    (m)           25.     (f) VERT ANG       
 BH2888
 BH2888.Superseded values are not recommended for survey control.
 BH2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2888.See file dsdata.txt to determine how the superseded data were derived.
 BH2888
 BH2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1725562778(NAD 83)
 BH2888_MARKER: DD = SURVEY DISK
 BH2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2888_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2888+STABILITY: SURFACE MOTION
 BH2888
 BH2888  HISTORY     - Date     Condition        Report By
 BH2888  HISTORY     - 1977     MONUMENTED       LADTD
 BH2888  HISTORY     - 1986     GOOD             LADTD
 BH2888
 BH2888                          STATION DESCRIPTION
 BH2888
 BH2888'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2888'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF LACOMBE.  THE MARK
 BH2888'IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NORTH OF INTERSTATE
 BH2888'HIGHWAY 12 NEAR A FENCE.
 BH2888'
 BH2888'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 434
 BH2888'AND INTERSTATE HIGHWAY 12 JUST NORTH OF LACOMBE, DRIVE WEST ALONG
 BH2888'INTERSTATE HIGHWAY 12 FOR 1.5 MILES TO THE MARK SET NORTH OF THE
 BH2888'HIGHWAY NEAR A RIGHT-OF-WAY MARKER AND CONCRETE CULVERT.
 BH2888'
 BH2888'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2888'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2888'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2888'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2888'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2888'STAMPED 52H018 1977.  THE MARK IS 89 FEET NORTHEAST OF THE CENTER
 BH2888'OF A WESTBOUND LANE ON INTERSTATE HIGHWAY 12, 56 FEET
 BH2888'NORTHWEST OF THE CENTER OF A HEADWALL ON A CONCRETE BOX DRAIN
 BH2888'UNDER INTERSTATE HIGHWAY 12, 2.5 FEET NORTH-NORTHEAST OF A
 BH2888'FENCE, AND 2 FEET WEST-NORTHWEST OF A METAL WITNESS POST
 BH2888'AND SIGN.
 BH2888
 BH2888                          STATION RECOVERY (1986)
 BH2888
 BH2888'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2888'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2887 ***********************************************************************
 BH2887  DESIGNATION -  52H019
 BH2887  PID         -  BH2887
 BH2887  STATE/COUNTY-  LA/ST TAMMANY
 BH2887  USGS QUAD   -  LACOMBE (1994)
 BH2887
 BH2887                         *CURRENT SURVEY CONTROL
 BH2887  ___________________________________________________________________
 BH2887* NAD 83(1992)-  30 21 06.87843(N)    089 55 14.86072(W)     ADJUSTED  
 BH2887* NAVD 88     -        14.5    (meters)      48.     (feet)  VERTCON   
 BH2887  ___________________________________________________________________
 BH2887  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BH2887  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BH2887
 BH2887  HORZ ORDER  -  SECOND
 BH2887
 BH2887.The horizontal coordinates were established by classical geodetic methods
 BH2887.and adjusted by the National Geodetic Survey in May 1994..
 BH2887
 BH2887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2887
 BH2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2887
 BH2887.The geoid height was determined by GEOID03.
 BH2887
 BH2887;                    North         East     Units Scale Factor Converg.
 BH2887;SPC LA S     -   206,111.955 1,135,796.184   MT  0.99994444   +0 42 22.6
 BH2887;SPC LA S     -   676,218.97  3,726,357.98   sFT  0.99994444   +0 42 22.6
 BH2887;UTM  16      - 3,361,399.089   219,235.410   MT  1.00057261   -1 28 36.7
 BH2887;UTM  15      - 3,361,802.534   795,999.032   MT  1.00068105   +1 33 25.5
 BH2887
 BH2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2887!SPC LA S     -   1.00000194  x   0.99994444  =   0.99994638
 BH2887!UTM  16      -   1.00000194  x   1.00057261  =   1.00057455
 BH2887!UTM  15      -   1.00000194  x   1.00068105  =   1.00068299
 BH2887
 BH2887:                Primary Azimuth Mark                     Grid Az
 BH2887:SPC LA S     -  DIXIE                                    212 02 26.1
 BH2887:UTM  16      -  DIXIE                                    214 13 25.4
 BH2887:UTM  15      -  DIXIE                                    211 11 23.2
 BH2887
 BH2887|---------------------------------------------------------------------|
 BH2887| PID    Reference Object                     Distance      Geod. Az  |
 BH2887|                                                           dddmmss.s |
 BH2887| BH2884 DIXIE                               APPROX. 0.6 KM 2124448.7 |
 BH2887|---------------------------------------------------------------------|
 BH2887
 BH2887                          SUPERSEDED SURVEY CONTROL
 BH2887
 BH2887  NAD 83(1992)-  30 21 06.88048(N)    089 55 14.86005(W) AD(       ) 2
 BH2887  NAD 83(1986)-  30 21 06.89007(N)    089 55 14.85784(W) AD(       ) 2
 BH2887  NAD 27      -  30 21 06.18350(N)    089 55 14.60226(W) AD(       ) 2
 BH2887  NGVD 29 (07/19/86)   14.5    (m)           48.     (f) VERT ANG       
 BH2887
 BH2887.Superseded values are not recommended for survey control.
 BH2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2887.See file dsdata.txt to determine how the superseded data were derived.
 BH2887
 BH2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1923561399(NAD 83)
 BH2887_MARKER: DD = SURVEY DISK
 BH2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2887_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2887+STABILITY: SURFACE MOTION
 BH2887
 BH2887  HISTORY     - Date     Condition        Report By
 BH2887  HISTORY     - 1977     MONUMENTED       LADTD
 BH2887  HISTORY     - 1986     GOOD             LADTD
 BH2887
 BH2887                          STATION DESCRIPTION
 BH2887
 BH2887'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2887'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF LACOMBE.  THE MARK
 BH2887'IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NEAR AN INTERCHANGE
 BH2887'ON STATE HIGHWAY 434 AND INTERSTATE HIGHWAY 12.
 BH2887'
 BH2887'TO REACH THE STATION FROM THE INTERSECTION AT U.S. HIGHWAY 190
 BH2887'AND STATE HIGHWAY 434 IN LACOMBE, DRIVE NORTH ALONG STATE HIGHWAY
 BH2887'434 FOR 2.6 MILES TO THE INTERCHANGE ON INTERSTATE HIGHWAY 12
 BH2887'AND THE STATION MARK NEAR THE SOUTHEAST CORNER OF THE OVERPASS.
 BH2887'
 BH2887'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2887'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2887'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2887'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2887'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2887'STAMPED 52H019 1977.  THE MARK IS 110 FEET SOUTH OF THE CENTER
 BH2887'OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 24 FEET
 BH2887'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 434, 2.5 FEET
 BH2887'SOUTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS AND 1.5
 BH2887'FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BH2887
 BH2887                          STATION RECOVERY (1986)
 BH2887
 BH2887'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2887'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2886 ***********************************************************************
 BH2886  DESIGNATION -  52H020
 BH2886  PID         -  BH2886
 BH2886  STATE/COUNTY-  LA/ST TAMMANY
 BH2886  USGS QUAD   -  LACOMBE (1994)
 BH2886
 BH2886                         *CURRENT SURVEY CONTROL
 BH2886  ___________________________________________________________________
 BH2886* NAD 83(1992)-  30 20 26.15657(N)    089 53 51.04151(W)     ADJUSTED  
 BH2886* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 BH2886  ___________________________________________________________________
 BH2886  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2886  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BH2886
 BH2886  HORZ ORDER  -  SECOND
 BH2886
 BH2886.The horizontal coordinates were established by classical geodetic methods
 BH2886.and adjusted by the National Geodetic Survey in May 1994..
 BH2886
 BH2886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2886
 BH2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2886
 BH2886.The geoid height was determined by GEOID03.
 BH2886
 BH2886;                    North         East     Units Scale Factor Converg.
 BH2886;SPC LA S     -   204,885.956 1,138,050.131   MT  0.99994326   +0 43 04.5
 BH2886;SPC LA S     -   672,196.67  3,733,752.80   sFT  0.99994326   +0 43 04.5
 BH2886;UTM  16      - 3,360,087.315   221,442.394   MT  1.00055738   -1 27 52.5
 BH2886
 BH2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2886!SPC LA S     -   1.00000313  x   0.99994326  =   0.99994639
 BH2886!UTM  16      -   1.00000313  x   1.00055738  =   1.00056051
 BH2886
 BH2886:                Primary Azimuth Mark                     Grid Az
 BH2886:SPC LA S     -  52H021                                   120 44 00.3
 BH2886:UTM  16      -  52H021                                   122 54 57.3
 BH2886
 BH2886|---------------------------------------------------------------------|
 BH2886| PID    Reference Object                     Distance      Geod. Az  |
 BH2886|                                                           dddmmss.s |
 BH2886| BH2885 52H021                              APPROX. 1.6 KM 1212704.8 |
 BH2886|---------------------------------------------------------------------|
 BH2886
 BH2886                          SUPERSEDED SURVEY CONTROL
 BH2886
 BH2886  NAD 83(1992)-  30 20 26.15911(N)    089 53 51.04068(W) AD(       ) 2
 BH2886  NAD 83(1986)-  30 20 26.16842(N)    089 53 51.03839(W) AD(       ) 2
 BH2886  NAD 27      -  30 20 25.46296(N)    089 53 50.78666(W) AD(       ) 2
 BH2886  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 BH2886
 BH2886.Superseded values are not recommended for survey control.
 BH2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2886.See file dsdata.txt to determine how the superseded data were derived.
 BH2886
 BH2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2144260087(NAD 83)
 BH2886_MARKER: DD = SURVEY DISK
 BH2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2886_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2886+STABILITY: SURFACE MOTION
 BH2886
 BH2886  HISTORY     - Date     Condition        Report By
 BH2886  HISTORY     - 1977     MONUMENTED       LADTD
 BH2886  HISTORY     - 1986     GOOD             LADTD
 BH2886
 BH2886                          STATION DESCRIPTION
 BH2886
 BH2886'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2886'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF LACOMBE AND 3
 BH2886'MILES NORTHWEST OF SLIDELL.  THE MARK IS SET ON DEPARTMENT OF
 BH2886'HIGHWAYS PROPERTY ON INTERSTATE HIGHWAY 12 NEAR A RIGHT-OF-WAY
 BH2886'FENCE.
 BH2886'
 BH2886'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY 12
 BH2886'AND STATE HIGHWAY 434 JUST NORTH OF LACOMBE, DRIVE EAST ALONG
 BH2886'INTERSTATE HIGHWAY 12 FOR 1 MILE TO THE MARK SET NORTH OF THE
 BH2886'HIGHWAY NEAR A RIGHT-OF-WAY FENCE AND MARKER.
 BH2886'
 BH2886'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2886'AND U.S. COAST AN GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2886'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2886'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2886'CONCRETE WABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2886'STAMPED 52H020 1977.  THE MARK IS 219.5 FEET WEST OF A CONCRETE
 BH2886'HIGHWAY RIGHT-OF-WAY MARKER, 102 FEET NORTH OF THE CENTER OF
 BH2886'THE WEST BOUND LANE ON INTERSTATE HIGHWAY 12, 3 FEET SOUTH OF A
 BH2886'FENCE AND 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BH2886
 BH2886                          STATION RECOVERY (1986)
 BH2886
 BH2886'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2886'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2885 ***********************************************************************
 BH2885  DESIGNATION -  52H021
 BH2885  PID         -  BH2885
 BH2885  STATE/COUNTY-  LA/ST TAMMANY
 BH2885  USGS QUAD   -  LACOMBE (1994)
 BH2885
 BH2885                         *CURRENT SURVEY CONTROL
 BH2885  ___________________________________________________________________
 BH2885* NAD 83(1992)-  30 19 59.17467(N)    089 53 00.19052(W)     ADJUSTED  
 BH2885* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 BH2885  ___________________________________________________________________
 BH2885  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BH2885  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BH2885
 BH2885  HORZ ORDER  -  SECOND
 BH2885
 BH2885.The horizontal coordinates were established by classical geodetic methods
 BH2885.and adjusted by the National Geodetic Survey in May 1994..
 BH2885
 BH2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2885
 BH2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2885
 BH2885.The geoid height was determined by GEOID03.
 BH2885
 BH2885;                    North         East     Units Scale Factor Converg.
 BH2885;SPC LA S     -   204,072.292 1,139,418.676   MT  0.99994249   +0 43 30.0
 BH2885;SPC LA S     -   669,527.18  3,738,242.77   sFT  0.99994249   +0 43 30.0
 BH2885;UTM  16      - 3,359,221.601   222,779.778   MT  1.00054821   -1 27 25.6
 BH2885
 BH2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2885!SPC LA S     -   1.00000318  x   0.99994249  =   0.99994567
 BH2885!UTM  16      -   1.00000318  x   1.00054821  =   1.00055139
 BH2885
 BH2885:                Primary Azimuth Mark                     Grid Az
 BH2885:SPC LA S     -  52H020                                   300 44 00.5
 BH2885:UTM  16      -  52H020                                   302 54 56.1
 BH2885
 BH2885|---------------------------------------------------------------------|
 BH2885| PID    Reference Object                     Distance      Geod. Az  |
 BH2885|                                                           dddmmss.s |
 BH2885| BH2886 52H020                              APPROX. 1.6 KM 3012730.5 |
 BH2885|---------------------------------------------------------------------|
 BH2885
 BH2885                          SUPERSEDED SURVEY CONTROL
 BH2885
 BH2885  NAD 83(1992)-  30 19 59.17761(N)    089 53 00.18960(W) AD(       ) 2
 BH2885  NAD 83(1986)-  30 19 59.18666(N)    089 53 00.18721(W) AD(       ) 2
 BH2885  NAD 27      -  30 19 58.48274(N)    089 52 59.93927(W) AD(       ) 2
 BH2885  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 BH2885
 BH2885.Superseded values are not recommended for survey control.
 BH2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2885.See file dsdata.txt to determine how the superseded data were derived.
 BH2885
 BH2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2278059222(NAD 83)
 BH2885_MARKER: DD = SURVEY DISK
 BH2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2885_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2885+STABILITY: SURFACE MOTION
 BH2885
 BH2885  HISTORY     - Date     Condition        Report By
 BH2885  HISTORY     - 1977     MONUMENTED       LADTD
 BH2885  HISTORY     - 1986     GOOD             LADTD
 BH2885
 BH2885                          STATION DESCRIPTION
 BH2885
 BH2885'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2885'THE STATION IS LOCATED ABOUT 1 MILE FROM SLIDELL AND 5 MILES
 BH2885'NORTHEAST OF LACOMBE.  THE MARK IS SET ON DEPARTMENT OF HIGHWAYS
 BH2885'PROPERTY ON INTERSTATE HIGHWAY 12 SOUTH OF THE HIGHWAY NEAR A
 BH2885'FENCE.
 BH2885'
 BH2885'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY 12
 BH2885'AND STATE HIGHWAY 434 NORTH OF LACOMBE, DRIVE EAST ALONG
 BH2885'INTERSTATE HIGHWAY 12 FOR 2.6 MILES TO THE MARK SET SOUTH OF THE
 BH2885'HIGHWAY NEAR A FENCE.
 BH2885'
 BH2885'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2885'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2885'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2885'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2885'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2885'STAMPED 52H021 1977.  THE MARK IS 123 FEET EAST OF A FENCE BRACE
 BH2885'IN THE RIGHT-OF-WAY FENCE, 101.5 FEET SOUTH OF THE CENTER OF
 BH2885'THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 2.5 FEET NORTH OF
 BH2885'A RIGHT-OF-WAY FENCE AND 2 FEET SOUTH OF A METAL WITNESS
 BH2885'POST AND SIGN.
 BH2885
 BH2885                          STATION RECOVERY (1986)
 BH2885
 BH2885'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2885'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2876 ***********************************************************************
 BH2876  DESIGNATION -  52H022
 BH2876  PID         -  BH2876
 BH2876  STATE/COUNTY-  LA/ST TAMMANY
 BH2876  USGS QUAD   -  SLIDELL (1994)
 BH2876
 BH2876                         *CURRENT SURVEY CONTROL
 BH2876  ___________________________________________________________________
 BH2876* NAD 83(1992)-  30 19 29.37142(N)    089 51 26.79585(W)     ADJUSTED  
 BH2876* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 BH2876  ___________________________________________________________________
 BH2876  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BH2876  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BH2876
 BH2876  HORZ ORDER  -  SECOND
 BH2876
 BH2876.The horizontal coordinates were established by classical geodetic methods
 BH2876.and adjusted by the National Geodetic Survey in May 1994..
 BH2876
 BH2876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2876
 BH2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2876
 BH2876.The geoid height was determined by GEOID03.
 BH2876
 BH2876;                    North         East     Units Scale Factor Converg.
 BH2876;SPC LA S     -   203,186.510 1,141,924.887   MT  0.99994167   +0 44 16.7
 BH2876;SPC LA S     -   666,621.07  3,746,465.23   sFT  0.99994167   +0 44 16.7
 BH2876;UTM  16      - 3,358,240.460   225,251.926   MT  1.00053138   -1 26 37.1
 BH2876
 BH2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2876!SPC LA S     -   1.00000219  x   0.99994167  =   0.99994386
 BH2876!UTM  16      -   1.00000219  x   1.00053138  =   1.00053357
 BH2876
 BH2876:                Primary Azimuth Mark                     Grid Az
 BH2876:SPC LA S     -  52H021                                   289 27 54.8
 BH2876:UTM  16      -  52H021                                   291 38 48.6
 BH2876
 BH2876|---------------------------------------------------------------------|
 BH2876| PID    Reference Object                     Distance      Geod. Az  |
 BH2876|                                                           dddmmss.s |
 BH2876| BH2885 52H021                              APPROX. 2.7 KM 2901211.5 |
 BH2876|---------------------------------------------------------------------|
 BH2876
 BH2876                          SUPERSEDED SURVEY CONTROL
 BH2876
 BH2876  NAD 83(1992)-  30 19 29.37508(N)    089 51 26.79477(W) AD(       ) 2
 BH2876  NAD 83(1986)-  30 19 29.38371(N)    089 51 26.79231(W) AD(       ) 2
 BH2876  NAD 27      -  30 19 28.68226(N)    089 51 26.54878(W) AD(       ) 2
 BH2876  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 BH2876
 BH2876.Superseded values are not recommended for survey control.
 BH2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2876.See file dsdata.txt to determine how the superseded data were derived.
 BH2876
 BH2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2525258240(NAD 83)
 BH2876_MARKER: DD = SURVEY DISK
 BH2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2876_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2876+STABILITY: SURFACE MOTION
 BH2876
 BH2876  HISTORY     - Date     Condition        Report By
 BH2876  HISTORY     - 1977     MONUMENTED       LADTD
 BH2876  HISTORY     - 1986     GOOD             LADTD
 BH2876
 BH2876                          STATION DESCRIPTION
 BH2876
 BH2876'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2876'THE STATION IS LOCATED 0.5 MILES NORTHWEST OF SLIDELL AND 5 MILES
 BH2876'NORTHEAST OF LACOMBE.  THE MARK IS SET ON DEPARTMENT OF HIGHWAYS
 BH2876'PROPERTY ON INTERSTATE HIGHWAY 12 NEAR THE DIXIE RANCH ROAD
 BH2876'INTERCHANGE.
 BH2876'
 BH2876'TO REACH THE STATION FROM THE INTERCHANGE AT U.S. HIGHWAY 190
 BH2876'AND STATE HIGHWAY 433, DRIVE NORTHWEST ALONG DIXIE RANCH ROAD FOR
 BH2876'2 MILES TO THE INTERCHANGE ON INTERSTATE HIGHWAY 12 AND THE MARK
 BH2876'SET NEAR THE NORTHEAST CORNER OF THE OVERPASS.
 BH2876'
 BH2876'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2876'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2876'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2876'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2876'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2876'STAMPED 52H022 1977.  THE MARK IS 128 FEET NORTH OF THE CENTER
 BH2876'OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 12, 19 FEET
 BH2876'NORTHEAST OF THE NORTHEAST CORNER OF THE OVERPASS, 18 FEET
 BH2876'EAST OF THE CENTER OF THE DIXIE RANCH ROAD, 10.5 FEET
 BH2876'NORTHEAST OF THE BRIDGE ABUTMENT AND 1.5 FEET SOUTHEAST OF A
 BH2876'METAL WITNESS POST AND SIGN.
 BH2876
 BH2876                          STATION RECOVERY (1986)
 BH2876
 BH2876'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2876'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2875 ***********************************************************************
 BH2875  DESIGNATION -  52H023
 BH2875  PID         -  BH2875
 BH2875  STATE/COUNTY-  LA/ST TAMMANY
 BH2875  USGS QUAD   -  SLIDELL (1994)
 BH2875
 BH2875                         *CURRENT SURVEY CONTROL
 BH2875  ___________________________________________________________________
 BH2875* NAD 83(1992)-  30 18 45.77757(N)    089 49 32.72245(W)     ADJUSTED  
 BH2875* NAVD 88     -        12.1  **(meters)      40.   **(feet)  VERTCON   
 BH2875  **This station is located in a subsidence area (see below).
 BH2875  ___________________________________________________________________
 BH2875  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BH2875  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BH2875
 BH2875  HORZ ORDER  -  SECOND
 BH2875
 BH2875.The horizontal coordinates were established by classical geodetic methods
 BH2875.and adjusted by the National Geodetic Survey in May 1994..
 BH2875
 BH2875 ** The orthometric height has not been validated since last determined
 BH2875 ** by differential leveling and should not be used for control purposes.
 BH2875 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2875 ** area with valid NAVD 88 orthometric heights.
 BH2875 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2875 ** epoch indicated which incorporates improved geoid heights for the
 BH2875 ** Southern Louisiana Subsidence area.
 BH2875 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2875
 BH2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2875
 BH2875.The geoid height was determined by GEOID03.
 BH2875
 BH2875;                    North         East     Units Scale Factor Converg.
 BH2875;SPC LA S     -   201,883.951 1,144,989.471   MT  0.99994050   +0 45 13.7
 BH2875;SPC LA S     -   662,347.60  3,756,519.62   sFT  0.99994050   +0 45 13.7
 BH2875;UTM  16      - 3,356,821.382   228,266.461   MT  1.00051105   -1 25 37.5
 BH2875
 BH2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2875!SPC LA S     -   1.00000231  x   0.99994050  =   0.99994281
 BH2875!UTM  16      -   1.00000231  x   1.00051105  =   1.00051336
 BH2875
 BH2875:                Primary Azimuth Mark                     Grid Az
 BH2875:SPC LA S     -  52H024                                   102 22 42.2
 BH2875:UTM  16      -  52H024                                   104 33 33.4
 BH2875
 BH2875|---------------------------------------------------------------------|
 BH2875| PID    Reference Object                     Distance      Geod. Az  |
 BH2875|                                                           dddmmss.s |
 BH2875| BH2873 52H024                              APPROX. 1.5 KM 1030755.9 |
 BH2875|---------------------------------------------------------------------|
 BH2875
 BH2875                          SUPERSEDED SURVEY CONTROL
 BH2875
 BH2875  NAD 83(1992)-  30 18 45.78219(N)    089 49 32.72101(W) AD(       ) 2
 BH2875  NAD 83(1986)-  30 18 45.79020(N)    089 49 32.71864(W) AD(       ) 2
 BH2875  NAD 27      -  30 18 45.09164(N)    089 49 32.47935(W) AD(       ) 2
 BH2875  NGVD 29 (07/19/86)   12.1    (m)           40.     (f) VERT ANG       
 BH2875
 BH2875.Superseded values are not recommended for survey control.
 BH2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2875.See file dsdata.txt to determine how the superseded data were derived.
 BH2875
 BH2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2826656821(NAD 83)
 BH2875_MARKER: DD = SURVEY DISK
 BH2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2875_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2875+STABILITY: SURFACE MOTION
 BH2875
 BH2875  HISTORY     - Date     Condition        Report By
 BH2875  HISTORY     - 1977     MONUMENTED       LADTD
 BH2875  HISTORY     - 1986     GOOD             LADTD
 BH2875
 BH2875                          STATION DESCRIPTION
 BH2875
 BH2875'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2875'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF DOWNTOWN
 BH2875'SLIDELL.  THE MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NEAR
 BH2875'THE SOUTHEAST CORNER OF AN OVERPASS ON AN INTERCHANGE ON
 BH2875'INTERSTATE HIGHWAY 12.
 BH2875'
 BH2875'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY
 BH2875'12 AND DIXIE RANCH ROAD, DRIVE EAST ALONG INTERSTATE HIGHWAY 12
 BH2875'FOR 2.1 MILES TO THE AIRPORT ROAD INTERCHANGE AND THE MARK SET
 BH2875'NEAR THE SOUTHEAST CORNER OF THE OVERPASS.
 BH2875'
 BH2875'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2875'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2875'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2875'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2875'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2875'STAMPED 52H023 1977.  THE MARK IS 124 FEET SOUTH OF THE CENTER
 BH2875'OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 25 FEET EAST
 BH2875'OF THE CENTER OF AIRPORT ROAD, 6 FEET SOUTHEAST OF THE
 BH2875'SOUTHEAST CORNER OF THE OVERPASS, AND 2 FEET WEST OF A METAL
 BH2875'WITNESS POST AND SIGN.
 BH2875
 BH2875                          STATION RECOVERY (1986)
 BH2875
 BH2875'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2875'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2873 ***********************************************************************
 BH2873  DESIGNATION -  52H024
 BH2873  PID         -  BH2873
 BH2873  STATE/COUNTY-  LA/ST TAMMANY
 BH2873  USGS QUAD   -  SLIDELL (1994)
 BH2873
 BH2873                         *CURRENT SURVEY CONTROL
 BH2873  ___________________________________________________________________
 BH2873* NAD 83(1992)-  30 18 34.66019(N)    089 48 37.81644(W)     ADJUSTED  
 BH2873* NAVD 88     -         4.5  **(meters)      15.   **(feet)  VERTCON   
 BH2873  **This station is located in a subsidence area (see below).
 BH2873  ___________________________________________________________________
 BH2873  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BH2873  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BH2873
 BH2873  HORZ ORDER  -  SECOND
 BH2873
 BH2873.The horizontal coordinates were established by classical geodetic methods
 BH2873.and adjusted by the National Geodetic Survey in May 1994..
 BH2873
 BH2873 ** The orthometric height has not been validated since last determined
 BH2873 ** by differential leveling and should not be used for control purposes.
 BH2873 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2873 ** area with valid NAVD 88 orthometric heights.
 BH2873 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2873 ** epoch indicated which incorporates improved geoid heights for the
 BH2873 ** Southern Louisiana Subsidence area.
 BH2873 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2873
 BH2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2873
 BH2873.The geoid height was determined by GEOID03.
 BH2873
 BH2873;                    North         East     Units Scale Factor Converg.
 BH2873;SPC LA S     -   201,561.051 1,146,460.746   MT  0.99994021   +0 45 41.2
 BH2873;SPC LA S     -   661,288.21  3,761,346.63   sFT  0.99994021   +0 45 41.2
 BH2873;UTM  16      - 3,356,442.515   229,725.208   MT  1.00050129   -1 25 09.3
 BH2873
 BH2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2873!SPC LA S     -   1.00000351  x   0.99994021  =   0.99994372
 BH2873!UTM  16      -   1.00000351  x   1.00050129  =   1.00050480
 BH2873
 BH2873:                Primary Azimuth Mark                     Grid Az
 BH2873:SPC LA S     -  52H023                                   282 22 42.4
 BH2873:UTM  16      -  52H023                                   284 33 32.9
 BH2873
 BH2873|---------------------------------------------------------------------|
 BH2873| PID    Reference Object                     Distance      Geod. Az  |
 BH2873|                                                           dddmmss.s |
 BH2873| BH2875 52H023                              APPROX. 1.5 KM 2830823.6 |
 BH2873|---------------------------------------------------------------------|
 BH2873
 BH2873                          SUPERSEDED SURVEY CONTROL
 BH2873
 BH2873  NAD 83(1992)-  30 18 34.66530(N)    089 48 37.81504(W) AD(       ) 2
 BH2873  NAD 83(1986)-  30 18 34.67293(N)    089 48 37.81251(W) AD(       ) 2
 BH2873  NAD 27      -  30 18 33.97581(N)    089 48 37.57741(W) AD(       ) 2
 BH2873  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG       
 BH2873
 BH2873.Superseded values are not recommended for survey control.
 BH2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2873.See file dsdata.txt to determine how the superseded data were derived.
 BH2873
 BH2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2972556443(NAD 83)
 BH2873_MARKER: DD = SURVEY DISK
 BH2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2873_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2873+STABILITY: SURFACE MOTION
 BH2873
 BH2873  HISTORY     - Date     Condition        Report By
 BH2873  HISTORY     - 1977     MONUMENTED       LADTD
 BH2873  HISTORY     - 1986     GOOD             LADTD
 BH2873
 BH2873                          STATION DESCRIPTION
 BH2873
 BH2873'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2873'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF DOWNTOWN
 BH2873'SLIDELL.  THE MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY
 BH2873'SOUTH OF INTERSTATE HIGHWAY 12 NEAR A CHAIN-LINK FENCE.
 BH2873'
 BH2873'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY
 BH2873'12 AND AIRPORT ROAD, DRIVE EAST ALONG INTERSTATE HIGHWAY 12 FOR
 BH2873'0.9 MILES TO THE MARK SET ON THE RIGHT AND SOUTH OF THE HIGHWAY.
 BH2873'
 BH2873'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2873'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2873'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2873'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2873'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2873'STAMPED 52H024 1977.  THE MARK IS 103 FEET SOUTH OF THE CENTER
 BH2873'OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 15 FEET
 BH2873'NORTHEAST OF A 24 INCH PINE TREE, 3 FEET NORTH OF A CHAIN-LINK
 BH2873'FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BH2873
 BH2873                          STATION RECOVERY (1986)
 BH2873
 BH2873'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2873'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2874 ***********************************************************************
 BH2874  DESIGNATION -  52H025
 BH2874  PID         -  BH2874
 BH2874  STATE/COUNTY-  LA/ST TAMMANY
 BH2874  USGS QUAD   -  SLIDELL (1994)
 BH2874
 BH2874                         *CURRENT SURVEY CONTROL
 BH2874  ___________________________________________________________________
 BH2874* NAD 83(1992)-  30 18 36.66539(N)    089 47 17.03113(W)     ADJUSTED  
 BH2874* NAVD 88     -        13.8  **(meters)      45.   **(feet)  VERTCON   
 BH2874  **This station is located in a subsidence area (see below).
 BH2874  ___________________________________________________________________
 BH2874  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BH2874  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BH2874
 BH2874  HORZ ORDER  -  SECOND
 BH2874
 BH2874.The horizontal coordinates were established by classical geodetic methods
 BH2874.and adjusted by the National Geodetic Survey in May 1994..
 BH2874
 BH2874 ** The orthometric height has not been validated since last determined
 BH2874 ** by differential leveling and should not be used for control purposes.
 BH2874 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2874 ** area with valid NAVD 88 orthometric heights.
 BH2874 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2874 ** epoch indicated which incorporates improved geoid heights for the
 BH2874 ** Southern Louisiana Subsidence area.
 BH2874 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2874
 BH2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2874
 BH2874.The geoid height was determined by GEOID03.
 BH2874
 BH2874;                    North         East     Units Scale Factor Converg.
 BH2874;SPC LA S     -   201,651.683 1,148,618.025   MT  0.99994026   +0 46 21.6
 BH2874;SPC LA S     -   661,585.56  3,768,424.30   sFT  0.99994026   +0 46 21.6
 BH2874;UTM  16      - 3,356,451.002   231,885.570   MT  1.00048694   -1 24 28.5
 BH2874
 BH2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2874!SPC LA S     -   1.00000205  x   0.99994026  =   0.99994231
 BH2874!UTM  16      -   1.00000205  x   1.00048694  =   1.00048899
 BH2874
 BH2874:                Primary Azimuth Mark                     Grid Az
 BH2874:SPC LA S     -  52 H 026                                 088 06 40.5
 BH2874:UTM  16      -  52 H 026                                 090 17 30.6
 BH2874
 BH2874|---------------------------------------------------------------------|
 BH2874| PID    Reference Object                     Distance      Geod. Az  |
 BH2874|                                                           dddmmss.s |
 BH2874| BH1930 52 H 026                            APPROX. 1.6 KM 0885302.1 |
 BH2874|---------------------------------------------------------------------|
 BH2874
 BH2874                          SUPERSEDED SURVEY CONTROL
 BH2874
 BH2874  NAD 83(1992)-  30 18 36.67118(N)    089 47 17.02987(W) AD(       ) 2
 BH2874  NAD 83(1986)-  30 18 36.67827(N)    089 47 17.02710(W) AD(       ) 2
 BH2874  NAD 27      -  30 18 35.98252(N)    089 47 16.79684(W) AD(       ) 2
 BH2874  NGVD 29 (07/19/86)   13.8    (m)           45.     (f) VERT ANG       
 BH2874
 BH2874.Superseded values are not recommended for survey control.
 BH2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2874.See file dsdata.txt to determine how the superseded data were derived.
 BH2874
 BH2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3188656451(NAD 83)
 BH2874_MARKER: DD = SURVEY DISK
 BH2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2874_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2874+STABILITY: SURFACE MOTION
 BH2874
 BH2874  HISTORY     - Date     Condition        Report By
 BH2874  HISTORY     - 1977     MONUMENTED       LADTD
 BH2874  HISTORY     - 1986     GOOD             LADTD
 BH2874
 BH2874                          STATION DESCRIPTION
 BH2874
 BH2874'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2874'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF DOWNTOWN
 BH2874'SLIDELL.  THE MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY IN
 BH2874'THE MEDIAN OF INTERSTATE HIGHWAY 12 JUST WEST OF AN OVERPASS
 BH2874'OVER THE ILLINOIS CENTRAL RAILROAD.
 BH2874'
 BH2874'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY
 BH2874'12 AND U.S. HIGHWAY 11 IN NORTH SLIDELL, DRIVE WEST ALONG
 BH2874'INTERSTATE HIGHWAY 12 FOR 1.0 MILE TO AN OVERPASS AND THE MARK
 BH2874'SET WEST OF THE OVERPASS IN THE MEDIAN.
 BH2874'
 BH2874'THE STATION MARK IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2874'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2874'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2874'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2874'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2874'STAMPED 52H025 1977.  THE MARK IS 46 FEET SOUTH OF THE WEST
 BH2874'BOUND LANE ON INTERSTATE HIGHWAY 12, 42 FEET NORTH OF THE
 BH2874'CENTER OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 12, 38 FEET
 BH2874'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE ON THE EAST BOUND
 BH2874'LANE ON INTERSTATE HIGHWAY 12, 29 FEET SOUTHWEST OF THE
 BH2874'SOUTHWEST CORNER OF THE BRIDGE ON THE WEST BOUND LANE ON
 BH2874'INTERSTATE 12, 18 FEET WEST OF A CHAIN-LINK FENCE IN MEDIAN
 BH2874'OF INTERSTATE HIGHWAY 12 AND 1.5 FEET EAST OF A METAL
 BH2874'WITNESS POST AND SIGN.
 BH2874
 BH2874                          STATION RECOVERY (1986)
 BH2874
 BH2874'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2874'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2749 ***********************************************************************
 BH2749  DESIGNATION -  52H029
 BH2749  PID         -  BH2749
 BH2749  STATE/COUNTY-  LA/ST TAMMANY
 BH2749  USGS QUAD   -  HAASWOOD (1993)
 BH2749
 BH2749                         *CURRENT SURVEY CONTROL
 BH2749  ___________________________________________________________________
 BH2749* NAD 83(1992)-  30 18 22.68680(N)    089 44 29.21821(W)     ADJUSTED  
 BH2749* NAVD 88     -        13.4  **(meters)      44.   **(feet)  VERTCON   
 BH2749  **This station is located in a subsidence area (see below).
 BH2749  ___________________________________________________________________
 BH2749  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BH2749  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BH2749
 BH2749  HORZ ORDER  -  SECOND
 BH2749
 BH2749.The horizontal coordinates were established by classical geodetic methods
 BH2749.and adjusted by the National Geodetic Survey in May 1994..
 BH2749
 BH2749 ** The orthometric height has not been validated since last determined
 BH2749 ** by differential leveling and should not be used for control purposes.
 BH2749 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2749 ** area with valid NAVD 88 orthometric heights.
 BH2749 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2749 ** epoch indicated which incorporates improved geoid heights for the
 BH2749 ** Southern Louisiana Subsidence area.
 BH2749 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2749
 BH2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2749
 BH2749.The geoid height was determined by GEOID03.
 BH2749
 BH2749;                    North         East     Units Scale Factor Converg.
 BH2749;SPC LA S     -   201,282.666 1,153,106.942   MT  0.99993990   +0 47 45.5
 BH2749;SPC LA S     -   660,374.88  3,783,151.69   sFT  0.99993990   +0 47 45.5
 BH2749;UTM  16      - 3,355,911.182   236,359.577   MT  1.00045758   -1 23 03.1
 BH2749
 BH2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2749!SPC LA S     -   1.00000211  x   0.99993990  =   0.99994201
 BH2749!UTM  16      -   1.00000211  x   1.00045758  =   1.00045969
 BH2749
 BH2749:                Primary Azimuth Mark                     Grid Az
 BH2749:SPC LA S     -  52B002                                   020 39 17.9
 BH2749:UTM  16      -  52B002                                   022 50 06.5
 BH2749
 BH2749|---------------------------------------------------------------------|
 BH2749| PID    Reference Object                     Distance      Geod. Az  |
 BH2749|                                                           dddmmss.s |
 BH2749| BH2739 52B002                              486.101 METERS 0212703.4 |
 BH2749|---------------------------------------------------------------------|
 BH2749
 BH2749                          SUPERSEDED SURVEY CONTROL
 BH2749
 BH2749  NAD 83(1992)-  30 18 22.69415(N)    089 44 29.21646(W) AD(       ) 2
 BH2749  NAD 83(1986)-  30 18 22.69984(N)    089 44 29.21405(W) AD(       ) 2
 BH2749  NAD 27      -  30 18 22.00364(N)    089 44 28.99200(W) AD(       ) 2
 BH2749  NGVD 29 (07/19/86)   13.4    (m)           44.     (f) VERT ANG       
 BH2749
 BH2749.Superseded values are not recommended for survey control.
 BH2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2749.See file dsdata.txt to determine how the superseded data were derived.
 BH2749
 BH2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3636055911(NAD 83)
 BH2749_MARKER: DD = SURVEY DISK
 BH2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2749_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2749+STABILITY: SURFACE MOTION
 BH2749
 BH2749  HISTORY     - Date     Condition        Report By
 BH2749  HISTORY     - 1977     MONUMENTED       LADTD
 BH2749  HISTORY     - 1986     GOOD             LADTD
 BH2749
 BH2749                          STATION DESCRIPTION
 BH2749
 BH2749'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2749'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF DOWNTOWN
 BH2749'SLIDELL.  THE MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY IN
 BH2749'THE MEDIAN EAST OF AN OVERPASS AT THE JUNCTION OF INTERSTATE
 BH2749'HIGHWAYS 12, 59 AND 10.
 BH2749'
 BH2749'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY
 BH2749'12 AND U.S. HIGHWAY 11 IN NORTH SLIDELL, DRIVE EAST ALONG
 BH2749'INTERSTATE HIGHWAY 12 FOR 1.8 MILES TO THE INTERCHANGE ON
 BH2749'INTERSTATE HIGHWAYS 12, 59 AND 10, THE MARK IS SET ON THE LEFT AND
 BH2749'NORTH OF THE EAST BOUND LANE IN THE MEDIAN JUST EAST OF AN
 BH2749'OVERPASS.
 BH2749'
 BH2749'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2749'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2749'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2749'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2749'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2749'STAMPED 52H029 1977.  THE MARK IS 72 FEET EAST OF THE CENTER OF
 BH2749'THE SOUTH BOUND LANE ON INTERSTATE HIGHWAY 59, 51 FEET SOUTH OF
 BH2749'THE CENTER OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 12,
 BH2749'37.5 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE ON
 BH2749'INTERSTATE HIGHWAY 12, 35 FEET SOUTHEAST OF THE SOUTHEAST
 BH2749'CORNER ON THE OVERPASS ON INTERSTATE HIGHWAY 12 OVER
 BH2749'INTERSTATE HIGHWAY 59, 24 FEET NORTHEAST OF THE NORTHEAST
 BH2749'CORNER ON THE OVERPASS ON INTERSTATE HIGHWAY 12 OVER
 BH2749'INTERSTATE HIGHWAY 59 AND 1.5 FEET EAST OF A METAL WITNESS
 BH2749'POST AND SIGN.
 BH2749
 BH2749                          STATION RECOVERY (1986)
 BH2749
 BH2749'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2749'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2747 ***********************************************************************
 BH2747  DESIGNATION -  52H030
 BH2747  PID         -  BH2747
 BH2747  STATE/COUNTY-  LA/ST TAMMANY
 BH2747  USGS QUAD   -  HAASWOOD (1993)
 BH2747
 BH2747                         *CURRENT SURVEY CONTROL
 BH2747  ___________________________________________________________________
 BH2747* NAD 83(1992)-  30 17 54.15693(N)    089 42 51.78113(W)     ADJUSTED  
 BH2747* NAVD 88     -         5.1  **(meters)      17.   **(feet)  VERTCON   
 BH2747  **This station is located in a subsidence area (see below).
 BH2747  ___________________________________________________________________
 BH2747  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BH2747  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BH2747
 BH2747  HORZ ORDER  -  SECOND
 BH2747
 BH2747.The horizontal coordinates were established by classical geodetic methods
 BH2747.and adjusted by the National Geodetic Survey in May 1994..
 BH2747
 BH2747 ** The orthometric height has not been validated since last determined
 BH2747 ** by differential leveling and should not be used for control purposes.
 BH2747 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2747 ** area with valid NAVD 88 orthometric heights.
 BH2747 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2747 ** epoch indicated which incorporates improved geoid heights for the
 BH2747 ** Southern Louisiana Subsidence area.
 BH2747 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2747
 BH2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2747
 BH2747.The geoid height was determined by GEOID03.
 BH2747
 BH2747;                    North         East     Units Scale Factor Converg.
 BH2747;SPC LA S     -   200,440.736 1,155,722.368   MT  0.99993917   +0 48 34.2
 BH2747;SPC LA S     -   657,612.65  3,791,732.47   sFT  0.99993917   +0 48 34.2
 BH2747;SPC MS E     -    88,825.020   215,248.777   MT  1.00003858   -0 26 40.3
 BH2747;SPC MS E     -   291,420.09    706,195.36   sFT  1.00003858   -0 26 40.3
 BH2747;UTM  16      - 3,354,969.897   238,942.401   MT  1.00044086   -1 22 12.7
 BH2747
 BH2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2747!SPC LA S     -   1.00000342  x   0.99993917  =   0.99994259
 BH2747!SPC MS E     -   1.00000342  x   1.00003858  =   1.00004200
 BH2747!UTM  16      -   1.00000342  x   1.00044086  =   1.00044428
 BH2747
 BH2747:                Primary Azimuth Mark                     Grid Az
 BH2747:SPC LA S     -  TEMPORARY POINT 3                        092 59 07.7
 BH2747:SPC MS E     -  TEMPORARY POINT 3                        094 14 22.2
 BH2747:UTM  16      -  TEMPORARY POINT 3                        095 09 54.6
 BH2747
 BH2747|---------------------------------------------------------------------|
 BH2747| PID    Reference Object                     Distance      Geod. Az  |
 BH2747|                                                           dddmmss.s |
 BH2747| BH2746 TEMPORARY POINT 3                   APPROX. 0.8 KM 0934741.9 |
 BH2747|---------------------------------------------------------------------|
 BH2747
 BH2747                          SUPERSEDED SURVEY CONTROL
 BH2747
 BH2747  NAD 83(1992)-  30 17 54.16571(N)    089 42 51.77852(W) AD(       ) 2
 BH2747  NAD 83(1986)-  30 17 54.17005(N)    089 42 51.77695(W) AD(       ) 2
 BH2747  NAD 27      -  30 17 53.47249(N)    089 42 51.55848(W) AD(       ) 2
 BH2747  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 BH2747
 BH2747.Superseded values are not recommended for survey control.
 BH2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2747.See file dsdata.txt to determine how the superseded data were derived.
 BH2747
 BH2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3894254970(NAD 83)
 BH2747_MARKER: DD = SURVEY DISK
 BH2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2747_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2747+STABILITY: SURFACE MOTION
 BH2747
 BH2747  HISTORY     - Date     Condition        Report By
 BH2747  HISTORY     - 1977     MONUMENTED       LADTD
 BH2747  HISTORY     - 1986     GOOD             LADTD
 BH2747
 BH2747                          STATION DESCRIPTION
 BH2747
 BH2747'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2747'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF DOWNTOWN
 BH2747'SLIDELL.  THE MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY
 BH2747'SOUTH OF INTERSTATE HIGHWAY 10 NEAR A RIGHT-OF-WAY FENCE.
 BH2747'
 BH2747'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY
 BH2747'12 AND U.S. HIGHWAY 11 IN NORTH SLIDELL, DRIVE EAST ALONG
 BH2747'INTERSTATE HIGHWAY 12 FOR 1.8 MILES TO THE INTERCHANGE ON
 BH2747'INTERSTATE HIGHWAYS 12, 59 AND 10, CONTINUE EAST ON INTERSTATE
 BH2747'HIGHWAY 10 FOR 1.7 MILES TO THE MARK SET SOUTH OF THE HIGHWAY
 BH2747'NEAR A FENCE.
 BH2747'
 BH2747'THE STATION MARK IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2747'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2747'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2747'SUB-SURFACE MRK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2747'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2747'STAMPED 52H030 1977.  THE MARK IS 102 FEET SOUTH OF THE CENTER
 BH2747'OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 10, 90 FEET
 BH2747'SOUTHWEST OF THE CENTER OF THE SOUTH END OF A CONCRETE CULVERT
 BH2747'UNDER INTERSTATE HIGHWAY 10, 2 FEET NORTH OF A RIGHT-OF-WAY
 BH2747'FENCE AND 2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BH2747
 BH2747                          STATION RECOVERY (1986)
 BH2747
 BH2747'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2747'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2745 ***********************************************************************
 BH2745  DESIGNATION -  52H031
 BH2745  PID         -  BH2745
 BH2745  STATE/COUNTY-  LA/ST TAMMANY
 BH2745  USGS QUAD   -  HAASWOOD (1993)
 BH2745
 BH2745                         *CURRENT SURVEY CONTROL
 BH2745  ___________________________________________________________________
 BH2745* NAD 83(1992)-  30 17 51.20237(N)    089 41 55.95258(W)     ADJUSTED  
 BH2745* NAVD 88     -         8.2  **(meters)      27.   **(feet)  VERTCON   
 BH2745  **This station is located in a subsidence area (see below).
 BH2745  ___________________________________________________________________
 BH2745  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BH2745  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BH2745
 BH2745  HORZ ORDER  -  SECOND
 BH2745
 BH2745.The horizontal coordinates were established by classical geodetic methods
 BH2745.and adjusted by the National Geodetic Survey in May 1994..
 BH2745
 BH2745 ** The orthometric height has not been validated since last determined
 BH2745 ** by differential leveling and should not be used for control purposes.
 BH2745 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2745 ** area with valid NAVD 88 orthometric heights.
 BH2745 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2745 ** epoch indicated which incorporates improved geoid heights for the
 BH2745 ** Southern Louisiana Subsidence area.
 BH2745 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2745.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2745
 BH2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2745
 BH2745.The geoid height was determined by GEOID03.
 BH2745
 BH2745;                    North         East     Units Scale Factor Converg.
 BH2745;SPC LA S     -   200,370.944 1,157,215.231   MT  0.99993910   +0 49 02.1
 BH2745;SPC LA S     -   657,383.67  3,796,630.30   sFT  0.99993910   +0 49 02.1
 BH2745;SPC MS E     -    88,722.565   216,739.900   MT  1.00003549   -0 26 12.1
 BH2745;SPC MS E     -   291,083.95    711,087.49   sFT  1.00003549   -0 26 12.1
 BH2745;UTM  16      - 3,354,843.316   240,432.269   MT  1.00043129   -1 21 44.4
 BH2745
 BH2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2745!SPC LA S     -   1.00000293  x   0.99993910  =   0.99994203
 BH2745!SPC MS E     -   1.00000293  x   1.00003549  =   1.00003842
 BH2745!UTM  16      -   1.00000293  x   1.00043129  =   1.00043422
 BH2745
 BH2745:                Primary Azimuth Mark                     Grid Az
 BH2745:SPC LA S     -  52H032                                   090 27 16.2
 BH2745:SPC MS E     -  52H032                                   091 42 30.4
 BH2745:UTM  16      -  52H032                                   092 38 02.7
 BH2745
 BH2745|---------------------------------------------------------------------|
 BH2745| PID    Reference Object                     Distance      Geod. Az  |
 BH2745|                                                           dddmmss.s |
 BH2745| BH2744 52H032                              APPROX. 2.7 KM 0911618.3 |
 BH2745|---------------------------------------------------------------------|
 BH2745
 BH2745                          SUPERSEDED SURVEY CONTROL
 BH2745
 BH2745  NAD 83(1992)-  30 17 51.21215(N)    089 41 55.94909(W) AD(       ) 2
 BH2745  NAD 83(1986)-  30 17 51.21554(N)    089 41 55.94841(W) AD(       ) 2
 BH2745  NAD 27      -  30 17 50.51770(N)    089 41 55.73251(W) AD(       ) 2
 BH2745  NGVD 29 (07/19/86)    8.2    (m)           27.     (f) VERT ANG       
 BH2745
 BH2745.Superseded values are not recommended for survey control.
 BH2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2745.See file dsdata.txt to determine how the superseded data were derived.
 BH2745
 BH2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4043254843(NAD 83)
 BH2745_MARKER: DD = SURVEY DISK
 BH2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2745_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2745+STABILITY: SURFACE MOTION
 BH2745
 BH2745  HISTORY     - Date     Condition        Report By
 BH2745  HISTORY     - 1977     MONUMENTED       LADTD
 BH2745  HISTORY     - 1986     GOOD             LADTD
 BH2745
 BH2745                          STATION DESCRIPTION
 BH2745
 BH2745'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2745'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF SLIDELL.  THE
 BH2745'MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY IN THE MEDIAN
 BH2745'ON INTERSTATE HIGHWAY 10 JUST EAST OF THE WEST PEARL RIVER BRIDGE.
 BH2745'
 BH2745'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAYS
 BH2745'12, 59 AND 10 NORTHEAST OF SLIDELL, DRIVE EAST ALONG INTERSTATE
 BH2745'HIGHWAY 10 FOR 3.1 MILES TO THE EAST END OF THE WEST PEARL RIVER
 BH2745'BRIDGE AND THE MARK SET ON THE LEFT NORTH OF THE EAST BOUND
 BH2745'LANE NEAR THE NORTHEAST CORNER OF THE BRIDGE.
 BH2745'
 BH2745'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2745'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2745'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2745'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2745'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2745'STAMPED 52H031 1977.  THE MARK IS 64 FEET SOUTH OF THE CENTER
 BH2745'OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 10, 61 FEET
 BH2745'SOUTHEAST OF THE CORNER OF THE BRIDGE ON THE WEST BOUND LANE ON
 BH2745'INTERSTATE HIGHWAY 10, 23 FEET NORTH OF THE CENTER OF THE EAST
 BH2745'BOUND LANE ON INTERSTATE HIGHWAY 10, 16 FEET NORTHEAST OF THE
 BH2745'NORTHEAST CORNER ON THE BRIDGE ON THE EAST BOUND LANE OF
 BH2745'INTERSTATE HIGHWAY 10 AND 2 FEET WEST OF A METAL WITNESS POST
 BH2745'AND SIGN.
 BH2745
 BH2745                          STATION RECOVERY (1986)
 BH2745
 BH2745'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2745'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2744 ***********************************************************************
 BH2744  DESIGNATION -  52H032
 BH2744  PID         -  BH2744
 BH2744  STATE/COUNTY-  LA/ST TAMMANY
 BH2744  USGS QUAD   -  HAASWOOD (1993)
 BH2744
 BH2744                         *CURRENT SURVEY CONTROL
 BH2744  ___________________________________________________________________
 BH2744* NAD 83(1992)-  30 17 49.24891(N)    089 40 15.10900(W)     ADJUSTED  
 BH2744* NAVD 88     -         2.8  **(meters)       9.   **(feet)  VERTCON   
 BH2744  **This station is located in a subsidence area (see below).
 BH2744  ___________________________________________________________________
 BH2744  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BH2744  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BH2744
 BH2744  HORZ ORDER  -  SECOND
 BH2744
 BH2744.The horizontal coordinates were established by classical geodetic methods
 BH2744.and adjusted by the National Geodetic Survey in May 1994..
 BH2744
 BH2744 ** The orthometric height has not been validated since last determined
 BH2744 ** by differential leveling and should not be used for control purposes.
 BH2744 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2744 ** area with valid NAVD 88 orthometric heights.
 BH2744 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2744 ** epoch indicated which incorporates improved geoid heights for the
 BH2744 ** Southern Louisiana Subsidence area.
 BH2744 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2744
 BH2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2744
 BH2744.The geoid height was determined by GEOID03.
 BH2744
 BH2744;                    North         East     Units Scale Factor Converg.
 BH2744;SPC LA S     -   200,349.562 1,159,910.345   MT  0.99993905   +0 49 52.5
 BH2744;SPC LA S     -   657,313.52  3,805,472.52   sFT  0.99993905   +0 49 52.5
 BH2744;SPC MS E     -    88,642.205   219,434.154   MT  1.00003005   -0 25 21.2
 BH2744;SPC MS E     -   290,820.30    719,926.89   sFT  1.00003005   -0 25 21.2
 BH2744;UTM  16      - 3,354,719.394   243,125.923   MT  1.00041412   -1 20 53.3
 BH2744
 BH2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2744!SPC LA S     -   1.00000378  x   0.99993905  =   0.99994283
 BH2744!SPC MS E     -   1.00000378  x   1.00003005  =   1.00003383
 BH2744!UTM  16      -   1.00000378  x   1.00041412  =   1.00041790
 BH2744
 BH2744:                Primary Azimuth Mark                     Grid Az
 BH2744:SPC LA S     -  I10 1 1977                               074 46 21.8
 BH2744:SPC MS E     -  I10 1 1977                               076 01 35.5
 BH2744:UTM  16      -  I10 1 1977                               076 57 07.6
 BH2744
 BH2744|---------------------------------------------------------------------|
 BH2744| PID    Reference Object                     Distance      Geod. Az  |
 BH2744|                                                           dddmmss.s |
 BH2744| BH2748 I10 1 1977                          APPROX. 3.6 KM 0753614.3 |
 BH2744|---------------------------------------------------------------------|
 BH2744
 BH2744                          SUPERSEDED SURVEY CONTROL
 BH2744
 BH2744  NAD 83(1992)-  30 17 49.26055(N)    089 40 15.10500(W) AD(       ) 2
 BH2744  NAD 83(1986)-  30 17 49.26219(N)    089 40 15.10483(W) AD(       ) 2
 BH2744  NAD 27      -  30 17 48.56411(N)    089 40 14.89237(W) AD(       ) 2
 BH2744  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 BH2744
 BH2744.Superseded values are not recommended for survey control.
 BH2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2744.See file dsdata.txt to determine how the superseded data were derived.
 BH2744
 BH2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4312654719(NAD 83)
 BH2744_MARKER: DD = SURVEY DISK
 BH2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2744_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2744+STABILITY: SURFACE MOTION
 BH2744
 BH2744  HISTORY     - Date     Condition        Report By
 BH2744  HISTORY     - 1977     MONUMENTED       LADTD
 BH2744  HISTORY     - 1986     GOOD             LADTD
 BH2744
 BH2744                          STATION DESCRIPTION
 BH2744
 BH2744'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2744'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF SLIDELL.  THE
 BH2744'MARK IS SET IN THE MEDIAN OF INTERSTATE HIGHWAY 10 IN A CURVE.
 BH2744'
 BH2744'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAYS
 BH2744'12, 59 AND 10 NORTHEAST OF SLIDELL, DRIVE EAST ALONG INTERSTATE
 BH2744'HIGHWAY 10 FOR 4.8 MILES TO THE MARK SET ON THE LEFT AND NORTH
 BH2744'OF THE EAST BOUND LANE.
 BH2744'
 BH2744'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BH2744'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BH2744'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2744'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BH2744'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2744'STAMPED 52H032 1977.  THE MARK IS 54 FEET SOUTH OF THE CENTER
 BH2744'OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 10, 37.5 FEET
 BH2744'SOUTH OF A 2 INCH BRASS CAP SET IN CONCRETE AT THE SOUTH EDGE
 BH2744'OF THE WEST BOUND LANE ON INTERSTATE HIGHWAY 10, 33 FEET
 BH2744'NORTH OF THE CENTER OF THE EAST BOUND LANE ON INTERSTATE
 BH2744'HIGHWAY 10 AND 1.5 FEET EAST OF A METAL WITNESS POST AND
 BH2744'SIGN.
 BH2744
 BH2744                          STATION RECOVERY (1986)
 BH2744
 BH2744'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2744'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3551 ***********************************************************************
 BJ3551  DESIGNATION -  53 B 004 LADH
 BJ3551  PID         -  BJ3551
 BJ3551  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3551  USGS QUAD   -  ROSELAND (1981)
 BJ3551
 BJ3551                         *CURRENT SURVEY CONTROL
 BJ3551  ___________________________________________________________________
 BJ3551* NAD 83(1986)-  30 49 30.     (N)    090 32 00.     (W)     SCALED    
 BJ3551* NAVD 88     -        78.219  (meters)     256.62   (feet)  ADJUSTED  
 BJ3551  ___________________________________________________________________
 BJ3551  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3551  DYNAMIC HT  -          78.118 (meters)     256.29  (feet)  COMP
 BJ3551  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3551
 BJ3551  VERT ORDER  -  SECOND    CLASS I
 BJ3551
 BJ3551.The horizontal coordinates were scaled from a topographic map and have
 BJ3551.an estimated accuracy of +/- 6 seconds.
 BJ3551
 BJ3551.The orthometric height was determined by differential leveling
 BJ3551.and adjusted by the National Geodetic Survey in February 1994..
 BJ3551
 BJ3551.The geoid height was determined by GEOID03.
 BJ3551
 BJ3551.The dynamic height is computed by dividing the NAVD 88
 BJ3551.geopotential number by the normal gravity value computed on the
 BJ3551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3551.degrees latitude (g = 980.6199 gals.).
 BJ3551
 BJ3551.The modeled gravity was interpolated from observed gravity values.
 BJ3551
 BJ3551;                    North         East    Units  Estimated Accuracy
 BJ3551;SPC LA S     -   257,990.    1,076,540.      MT  (+/- 180 meters Scaled)
 BJ3551
 BJ3551                          SUPERSEDED SURVEY CONTROL
 BJ3551
 BJ3551.No superseded survey control is available for this station.
 BJ3551
 BJ3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ359128(NAD 83)
 BJ3551_MARKER: DE = TRAVERSE STATION DISK
 BJ3551_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3551_SP_SET: OVERPASS
 BJ3551_STAMPING: 53B004
 BJ3551_MARK LOGO: LADH  
 BJ3551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3551
 BJ3551  HISTORY     - Date     Condition        Report By
 BJ3551  HISTORY     - UNK      MONUMENTED       LADH
 BJ3551  HISTORY     - 1984     GOOD             LADTD
 BJ3551
 BJ3551                          STATION DESCRIPTION
 BJ3551
 BJ3551'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3551'2.3 KM (1.4 MI) WEST FROM FLUKER.
 BJ3551'ABOUT 2.3 KM (1.4 MI) WEST ON STATE HIGHWAY 10 FROM THE POST OFFICE IN
 BJ3551'FLUKER AT THE NORTH JUNCTION OF HIGHWAY 10 AND U.S. HIGHWAY 51 TO THE
 BJ3551'STATION MARK, SET IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF
 BJ3551'OVERPASS OVER I-55 ON HIGHWAY 10.
 BJ3551'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4602 ***********************************************************************
 BJ4602  DESIGNATION -  53 C 002
 BJ4602  PID         -  BJ4602
 BJ4602  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4602  USGS QUAD   -  AMITE (1974)
 BJ4602
 BJ4602                         *CURRENT SURVEY CONTROL
 BJ4602  ___________________________________________________________________
 BJ4602* NAD 83(1992)-  30 43 15.24858(N)    090 33 31.56093(W)     ADJUSTED  
 BJ4602* NAVD 88     -        37.4    (meters)     123.     (feet)  VERTCON   
 BJ4602  ___________________________________________________________________
 BJ4602  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4602  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4602
 BJ4602  HORZ ORDER  -  SECOND
 BJ4602
 BJ4602.The horizontal coordinates were established by classical geodetic methods
 BJ4602.and adjusted by the National Geodetic Survey in January 1993..
 BJ4602
 BJ4602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4602
 BJ4602.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4602
 BJ4602.The geoid height was determined by GEOID03.
 BJ4602
 BJ4602;                    North         East     Units Scale Factor Converg.
 BJ4602;SPC LA S     -   246,431.505 1,074,188.733   MT  1.00000451   +0 23 14.3
 BJ4602;SPC LA S     -   808,500.70  3,524,234.20   sFT  1.00000451   +0 23 14.3
 BJ4602;UTM  15      - 3,401,216.645   733,764.966   MT  1.00027416   +1 14 51.7
 BJ4602
 BJ4602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4602!SPC LA S     -   0.99999841  x   1.00000451  =   1.00000292
 BJ4602!UTM  15      -   0.99999841  x   1.00027416  =   1.00027256
 BJ4602
 BJ4602:                Primary Azimuth Mark                     Grid Az
 BJ4602:SPC LA S     -  53 C 003                                 233 16 54.6
 BJ4602:UTM  15      -  53 C 003                                 232 25 17.2
 BJ4602
 BJ4602|---------------------------------------------------------------------|
 BJ4602| PID    Reference Object                     Distance      Geod. Az  |
 BJ4602|                                                           dddmmss.s |
 BJ4602| BJ4603 53 C 003                            APPROX. 0.9 KM 2334008.9 |
 BJ4602|---------------------------------------------------------------------|
 BJ4602
 BJ4602                          SUPERSEDED SURVEY CONTROL
 BJ4602
 BJ4602  NAD 83(1986)-  30 43 15.26267(N)    090 33 31.55858(W) AD(       ) 2
 BJ4602  NAD 27      -  30 43 14.59563(N)    090 33 31.22044(W) AD(       ) 2
 BJ4602  NGVD 29 (07/19/86)   37.4    (m)          123.     (f) VERT ANG       
 BJ4602
 BJ4602.Superseded values are not recommended for survey control.
 BJ4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4602.See file dsdata.txt to determine how the superseded data were derived.
 BJ4602
 BJ4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3376501217(NAD 83)
 BJ4602_MARKER: DD = SURVEY DISK
 BJ4602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4602+STABILITY: SURFACE MOTION
 BJ4602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4602+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1989
 BJ4602
 BJ4602  HISTORY     - Date     Condition        Report By
 BJ4602  HISTORY     - 1967     MONUMENTED       LADH
 BJ4602  HISTORY     - 19891017 MARK NOT FOUND   LADTD
 BJ4602
 BJ4602                          STATION DESCRIPTION
 BJ4602
 BJ4602'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4602'THIS STATION IS LOCATED WEST ALONG STATE HIGHWAY 16, 3.03 MILES FROM
 BJ4602'THE INTERSECTION OF U.S. HIGHWAY 51 (CENTRAL AVENUE) AND STATE
 BJ4602'HIGHWAY 16 (OAK STREET) IN DOWNTOWN AMITE.  THE STATION IS SET TO THE
 BJ4602'NORTH OF STATE HIGHWAY 16 ON THE SHOULDER OF THE ROAD IN A CURVE,
 BJ4602'18.69 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 16, 1.10 FEET
 BJ4602'SOUTH OF A METAL WITNESS POST AND SIGN, 72.30 FEET SOUTHWEST OF
 BJ4602'A POWER POLE, 84.20 FEET NORTHWEST OF A POWER POLE, AND 62.30
 BJ4602'FEET SOUTHEAST OF A GRAVEL DRIVE ON THE NORTH SIDE OF STATE
 BJ4602'HIGHWAY 16.
 BJ4602'
 BJ4602'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4602'CONCRETE POST THAT IS ABOUT 5 INCHES BELOW THE SURFACE OF THE
 BJ4602'GROUND.  STATION IS STAMPED 53C002.
 BJ4602'
 BJ4602'TO REACH THIS STATION FROM THE U.S. POST OFFICE ON MULBERRY STREET IN
 BJ4602'DOWNTOWN AMITE, FOLLOW MULBERRY STREET WEST FOR 0.09 MILES TO ITS
 BJ4602'INTERSECTION WITH U.S. HIGHWAY 51, THENCE SOUTH ALONG U.S. HIGHWAY
 BJ4602'51 FOR 0.10 MILES TO ITS INTERSECTION WITH OAK STREET (STATE HIGHWAY
 BJ4602'16) THENCE WEST ALONG STATE HIGHWAY 16 FOR 3.03 MILES TO THE STATION
 BJ4602'WHICH IS SET TO THE NORTH OF THE HIGHWAY.
 BJ4602'
 BJ4602'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4602
 BJ4602                          STATION RECOVERY (1989)
 BJ4602
 BJ4602'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ4602'THIS STATION WAS SEARCHED FOR AND NOT FOUND AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4603 ***********************************************************************
 BJ4603  DESIGNATION -  53 C 003
 BJ4603  PID         -  BJ4603
 BJ4603  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4603  USGS QUAD   -  AMITE (1974)
 BJ4603
 BJ4603                         *CURRENT SURVEY CONTROL
 BJ4603  ___________________________________________________________________
 BJ4603* NAD 83(1992)-  30 42 58.75725(N)    090 33 57.51488(W)     ADJUSTED  
 BJ4603* NAVD 88     -        36.6    (meters)     120.     (feet)  VERTCON   
 BJ4603  ___________________________________________________________________
 BJ4603  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4603  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4603
 BJ4603  HORZ ORDER  -  SECOND
 BJ4603
 BJ4603.The horizontal coordinates were established by classical geodetic methods
 BJ4603.and adjusted by the National Geodetic Survey in January 1993..
 BJ4603
 BJ4603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4603
 BJ4603.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4603
 BJ4603.The geoid height was determined by GEOID03.
 BJ4603
 BJ4603;                    North         East     Units Scale Factor Converg.
 BJ4603;SPC LA S     -   245,919.006 1,073,501.618   MT  1.00000351   +0 23 01.3
 BJ4603;SPC LA S     -   806,819.27  3,521,979.89   sFT  1.00000351   +0 23 01.3
 BJ4603;UTM  15      - 3,400,693.747   733,085.441   MT  1.00027024   +1 14 37.8
 BJ4603
 BJ4603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4603!SPC LA S     -   0.99999853  x   1.00000351  =   1.00000204
 BJ4603!UTM  15      -   0.99999853  x   1.00027024  =   1.00026877
 BJ4603
 BJ4603:                Primary Azimuth Mark                     Grid Az
 BJ4603:SPC LA S     -  53 C 004                                 243 58 10.8
 BJ4603:UTM  15      -  53 C 004                                 243 06 34.3
 BJ4603
 BJ4603|---------------------------------------------------------------------|
 BJ4603| PID    Reference Object                     Distance      Geod. Az  |
 BJ4603|                                                           dddmmss.s |
 BJ4603| BJ4606 53 C 004                            APPROX. 2.3 KM 2442112.1 |
 BJ4603|---------------------------------------------------------------------|
 BJ4603
 BJ4603                          SUPERSEDED SURVEY CONTROL
 BJ4603
 BJ4603  NAD 83(1986)-  30 42 58.77148(N)    090 33 57.51261(W) AD(       ) 2
 BJ4603  NAD 27      -  30 42 58.10407(N)    090 33 57.17427(W) AD(       ) 2
 BJ4603  NGVD 29 (07/19/86)   36.6    (m)          120.     (f) VERT ANG       
 BJ4603
 BJ4603.Superseded values are not recommended for survey control.
 BJ4603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4603.See file dsdata.txt to determine how the superseded data were derived.
 BJ4603
 BJ4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3308500694(NAD 83)
 BJ4603_MARKER: DD = SURVEY DISK
 BJ4603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4603_STAMPING: 53C003
 BJ4603_MARK LOGO: LADH  
 BJ4603_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4603+STABILITY: SURFACE MOTION
 BJ4603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4603+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1989
 BJ4603
 BJ4603  HISTORY     - Date     Condition        Report By
 BJ4603  HISTORY     - 1967     MONUMENTED       LADH
 BJ4603  HISTORY     - 19891017 GOOD             LADTD
 BJ4603
 BJ4603                          STATION DESCRIPTION
 BJ4603
 BJ4603'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4603'THIS STATION IS LOCATED WEST ALONG STATE HIGHWAY 16, 3.56 MILES FROM
 BJ4603'THE INTERSECTION OF U.S. HIGHWAY 51 (CENTRAL AVENUE) AND STATE
 BJ4603'HIGHWAY 16 (OAK STREET) IN DOWNTOWN AMITE.  THE STATION IS SET TO THE
 BJ4603'SOUTH OF STATE HIGHWAY 16 NEAR A GRAVEL DRIVE, 1.30 FEET EAST OF A
 BJ4603'METAL WITNESS POST AND SIGN, 1.57 FEET SOUTHWEST OF A POWER POLE,
 BJ4603'13.20 FEET WEST OF THE CENTERLINE OF A GRAVEL DRIVE, 23.71 FEET
 BJ4603'EAST OF A HIGHWAY RIGHT OF WAY MARKER, 54.00 FEET EAST OF A GAS
 BJ4603'METER APPROXIMATELY 200 FEET EAST OF THE PARISH LINE, AND
 BJ4603'46.58 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 16.  THE
 BJ4603'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4603'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BJ4603'OF THE GROUND.  STATION IS STAMPED 53C003.
 BJ4603'
 BJ4603'TO REACH THIS STATION FROM THE U.S. POST OFFICE ON MULBERRY STREET IN
 BJ4603'AMITE, FOLLOW MULBERRY STREET WEST FOR 0.09 MILES TO ITS
 BJ4603'INTERSECTION WITH CENTRAL AVENUE (U.S. HIGHWAY 51) THENCE SOUTH
 BJ4603'ALONG CENTRAL AVENUE FOR 0.10 MILES TO ITS INTERSECTION WITH OAK
 BJ4603'STREET (STATE HIGHWAY 16) THENCE WEST ALONG STATE HIGHWAY 16 FOR
 BJ4603'3.56 MILES TO THE STATION WHICH IS SET TO THE SOUTH OF THE HIGHWAY.
 BJ4603'
 BJ4603'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4603
 BJ4603                          STATION RECOVERY (1989)
 BJ4603
 BJ4603'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ4603'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) NORTHEAST OF MONTPELIER
 BJ4603'AND 5.8 KM (3.60 MI) WEST OF AMITE.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ4603'OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE
 BJ4603'JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY 16 IN WEST AMITE,
 BJ4603'GO WEST FOR 3.2 KM (2.00 MI) ON HIGHWAY 16 TO THE MARK ON THE LEFT,
 BJ4603'SET NEAR A GRAVEL DRIVE. THE STATION IS ABOUT 77.0 M (252.6 FT) EAST
 BJ4603'FROM THE TANGIPAHOA-ST HELENA PARISH LINE, 16.5 M (54.1 FT) EAST FROM
 BJ4603'A GAS METER, 14.2 M (46.6 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BJ4603'7.2 M (23.6 FT) EAST FROM A RIGHT-OF-MARKER, 4.0 M (13.1 FT) WEST FROM
 BJ4603'THE CENTER OF THE GRAVEL DRIVE, 0.5 M (1.6 FT) SOUTHWEST FROM A POWER
 BJ4603'POLE AND 0.4 M (1.3 FT) EAST FROM A METAL WITNESS POST WITH SIGN
 BJ4603'ATTACHED.  THE MARK IS PROJECTING 10.2 CM (4 IN) ABOVE THE GROUND
 BJ4603'SURFACE AND ABOUT 6.4 KM (3.95 MI) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4607 ***********************************************************************
 BJ4607  DESIGNATION -  53 C 005
 BJ4607  PID         -  BJ4607
 BJ4607  STATE/COUNTY-  LA/ST HELENA
 BJ4607  USGS QUAD   -  AMITE (1974)
 BJ4607
 BJ4607                         *CURRENT SURVEY CONTROL
 BJ4607  ___________________________________________________________________
 BJ4607* NAD 83(1992)-  30 42 08.28316(N)    090 35 59.80871(W)     ADJUSTED  
 BJ4607* NAVD 88     -        38.9    (meters)     128.     (feet)  VERTCON   
 BJ4607  ___________________________________________________________________
 BJ4607  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4607  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4607
 BJ4607  HORZ ORDER  -  SECOND
 BJ4607
 BJ4607.The horizontal coordinates were established by classical geodetic methods
 BJ4607.and adjusted by the National Geodetic Survey in January 1993..
 BJ4607
 BJ4607.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4607
 BJ4607.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4607
 BJ4607.The geoid height was determined by GEOID03.
 BJ4607
 BJ4607;                    North         East     Units Scale Factor Converg.
 BJ4607;SPC LA S     -   244,343.343 1,070,257.732   MT  1.00000049   +0 22 00.1
 BJ4607;SPC LA S     -   801,649.78  3,511,337.24   sFT  1.00000049   +0 22 00.1
 BJ4607;UTM  15      - 3,399,069.169   729,864.727   MT  1.00025185   +1 13 33.4
 BJ4607
 BJ4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4607!SPC LA S     -   0.99999817  x   1.00000049  =   0.99999866
 BJ4607!UTM  15      -   0.99999817  x   1.00025185  =   1.00025002
 BJ4607
 BJ4607:                Primary Azimuth Mark                     Grid Az
 BJ4607:SPC LA S     -  HOLY HILL RESET                          358 57 24.5
 BJ4607:UTM  15      -  HOLY HILL RESET                          358 05 51.2
 BJ4607
 BJ4607|---------------------------------------------------------------------|
 BJ4607| PID    Reference Object                     Distance      Geod. Az  |
 BJ4607|                                                           dddmmss.s |
 BJ4607| BJ4587 HOLY HILL RESET                     APPROX. 1.4 KM 3591924.6 |
 BJ4607|---------------------------------------------------------------------|
 BJ4607
 BJ4607                          SUPERSEDED SURVEY CONTROL
 BJ4607
 BJ4607  NAD 83(1986)-  30 42 08.29803(N)    090 35 59.80679(W) AD(       ) 2
 BJ4607  NAD 27      -  30 42 07.63020(N)    090 35 59.46617(W) AD(       ) 2
 BJ4607  NGVD 29 (07/19/86)   38.9    (m)          128.     (f) VERT ANG       
 BJ4607
 BJ4607.Superseded values are not recommended for survey control.
 BJ4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4607.See file dsdata.txt to determine how the superseded data were derived.
 BJ4607
 BJ4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2986599069(NAD 83)
 BJ4607_MARKER: DD = SURVEY DISK
 BJ4607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4607_STAMPING: 53C005
 BJ4607_MARK LOGO: LADH  
 BJ4607_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4607+STABILITY: SURFACE MOTION
 BJ4607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4607+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1989
 BJ4607
 BJ4607  HISTORY     - Date     Condition        Report By
 BJ4607  HISTORY     - 1967     MONUMENTED       LADH
 BJ4607  HISTORY     - 19891017 GOOD             LADTD
 BJ4607
 BJ4607                          STATION DESCRIPTION
 BJ4607
 BJ4607'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4607'THIS STATION IS LOCATED WEST ALONG STATE HIGHWAY 16, 5.78 MILES FROM
 BJ4607'THE INTERSECTION OF U.S. HIGHWAY 51 (CENTRAL AVENUE) AND STATE
 BJ4607'HIGHWAY 16 (OAK STREET) IN DOWNTOWN AMITE.  THE STATION IS SET TO THE
 BJ4607'NORTH OF STATE HIGHWAY 16 IN A FENCE CORNER IN THE NORTHEAST
 BJ4607'QUADRANT OF THE INTERSECTION OF HOLY HILL ROAD, 1.90 FEET NORTH
 BJ4607'OF A METAL WITNESS POST AND SIGN, 2.40 FEET NORTH OF AN EAST-WEST
 BJ4607'FENCE, 4.05 FEET NORTHEAST OF A FENCE CORNER, 2.30 FEET EAST
 BJ4607'OF A NORTH-SOUTH FENCE, 6.30 FEET NORTHWEST OF A HIGHWAY RIGHT OF
 BJ4607'WAY MARKER, AND 42.00 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 BJ4607'16.
 BJ4607'
 BJ4607'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4607'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4607'THE GROUND.  STATION IS STAMPED 53C005.
 BJ4607'
 BJ4607'TO REACH THIS STATION FROM THE U.S. POST OFFICE ON MULBERRY STREET IN
 BJ4607'AMITE, FOLLOW MULBERRY STREET WEST FOR 0.09 MILES TO ITS
 BJ4607'INTERSECTION WITH CENTRAL AVENUE (U.S. HIGHWAY 51) THENCE SOUTH
 BJ4607'ALONG CENTRAL AVENUE FOR 0.10 MILES TO ITS INTERSECTION WITH
 BJ4607'OAK STREET (STATE HIGHWAY 16) THENCE WEST ALONG STATE HIGHWAY
 BJ4607'16 FOR 5.78 MILES TO THE STATION WHICH IS SET TO THE NORTH OF THE
 BJ4607'HIGHWAY.
 BJ4607'
 BJ4607'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4607
 BJ4607                          STATION RECOVERY (1989)
 BJ4607
 BJ4607'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ4607'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) WEST OF AMITE AND 6.4 KM
 BJ4607'(3.95 MI) WEST OF AMITE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ4607'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ4607'OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY 16 IN WEST AMITE, GO WEST
 BJ4607'FOR 6.7 KM (4.15 MI) ON HIGHWAY 16 TO THE MARK ON THE RIGHT, AT THE
 BJ4607'JUNCTION WITH FIFTH WARD SCHOOL ROAD, 12.8 M (42.0 FT) NORTH FROM THE
 BJ4607'CENTER OF THE HIGHWAY, 8.1 M (26.6 FT) EAST FROM THE CENTER OF THE
 BJ4607'PARISH ROAD, 2.6 M (8.5 FT) EAST FROM THE EAST END OF A METAL CULVERT
 BJ4607'RUNNING UNDER THE PARISH ROAD, 2.1 M (6.9 FT) NORTHWEST FROM A
 BJ4607'RIGHT-OF-WAY MARKER AND 0.6 M (2.0 FT) NORTH FROM A METAL WITNESS POST
 BJ4607'WITH SIGN ATTACHED. THE MARK IS PROJECTING 10.2 CM (4 IN) ABOVE THE
 BJ4607'GROUND SURFACE AND ABOUT 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 BJ4607'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1605 ***********************************************************************
 AU1605  DESIGNATION -  53 CAP
 AU1605  PID         -  AU1605
 AU1605  STATE/COUNTY-  LA/ST MARTIN
 AU1605  USGS QUAD   -  NAPOLEONVILLE SW (1980)
 AU1605
 AU1605                         *CURRENT SURVEY CONTROL
 AU1605  ___________________________________________________________________
 AU1605* NAD 83(1992)-  29 45 21.90242(N)    091 10 58.38738(W)     ADJUSTED  
 AU1605* NAVD 88     -         0.93   (+/-2cm)       3.1  **(feet)  VERTCON   
 AU1605  **This station is located in a subsidence area (see below).
 AU1605  ___________________________________________________________________
 AU1605  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU1605  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AU1605
 AU1605  HORZ ORDER  -  SECOND
 AU1605  VERT ORDER  -  ? (See Below)
 AU1605
 AU1605.The horizontal coordinates were established by classical geodetic methods
 AU1605.and adjusted by the National Geodetic Survey in January 1993..
 AU1605
 AU1605 ** The orthometric height has not been validated since last determined
 AU1605 ** by differential leveling and should not be used for control purposes.
 AU1605 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1605 ** area with valid NAVD 88 orthometric heights.
 AU1605 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1605 ** epoch indicated which incorporates improved geoid heights for the
 AU1605 ** Southern Louisiana Subsidence area.
 AU1605 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1605.The vertical order pertains to the NGVD 29 superseded value.
 AU1605
 AU1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1605
 AU1605.The geoid height was determined by GEOID03.
 AU1605
 AU1605;                    North         East     Units Scale Factor Converg.
 AU1605;SPC LA S     -   139,239.707 1,014,550.578   MT  0.99993481   +0 04 30.8
 AU1605;SPC LA S     -   456,822.27  3,328,571.35   sFT  0.99993481   +0 04 30.8
 AU1605;UTM  15      - 3,293,141.048   675,698.554   MT  0.99998089   +0 54 07.5
 AU1605
 AU1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1605!SPC LA S     -   1.00000389  x   0.99993481  =   0.99993870
 AU1605!UTM  15      -   1.00000389  x   0.99998089  =   0.99998478
 AU1605
 AU1605                          SUPERSEDED SURVEY CONTROL
 AU1605
 AU1605  NAD 83(1986)-  29 45 21.92481(N)    091 10 58.38477(W) AD(       ) 2
 AU1605  NAD 27      -  29 45 21.17280(N)    091 10 58.01626(W) AD(       ) 2
 AU1605  NGVD 29 (??/??/??)    1.014  (m)            3.33   (f) ADJUSTED    ?  
 AU1605
 AU1605.Superseded values are not recommended for survey control.
 AU1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1605.See file dsdata.txt to determine how the superseded data were derived.
 AU1605
 AU1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7569993141(NAD 83)
 AU1605_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AU1605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU1605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1605
 AU1605  HISTORY     - Date     Condition        Report By
 AU1605  HISTORY     - 1935     MONUMENTED       USE
 AU1605  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU1605  HISTORY     - 1957     GOOD             CGS
 AU1605  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU1605
 AU1605                          STATION DESCRIPTION
 AU1605
 AU1605'DESCRIBED BY US ENGINEERS 1935
 AU1605'ON THE S BANK OF BAYOU LONG 0.4 MILE SE OF THE JUNCTION
 AU1605'OF BAYOU LONG WITH FLAT LAKE, 2 MILES S BY W OF THE JUNCTION
 AU1605'OF BAYOU LONG WITH BAYOU MILHOMME, IN THE CENTER OF A SMALL
 AU1605'CLEARING ABOUT 30 FEET S OF THE BANK OF BAYOU LONG WHERE
 AU1605'IT TURNS N, AND ABOUT 15 FEET SW OF A 12-INCH WILLOW TREE.
 AU1605'THE STATION IS MARKED BY A BRONZE TABLET SET IN THE TOP
 AU1605'OF AN IRON PIPE 6 INCHES IN DIAMETER.  THE MARK PROJECTS
 AU1605'1 FOOT ABOVE THE GROUND.
 AU1605
 AU1605                          STATION RECOVERY (1947)
 AU1605
 AU1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU1605'STATION SEARCHED FOR BUT NOT RECOVERED.  STATION BELIEVED
 AU1605'TO BE LOST DUE TO RUST FROM HIGH WATER.
 AU1605
 AU1605                          STATION RECOVERY (1957)
 AU1605
 AU1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU1605'THE STATION WAS RECOVERED IN GOOD CONDITION BUT DOES NOT
 AU1605'FIT THE ORIGINAL DESCRIPTION BY C.A.S. IN 1935.  THE STATION
 AU1605'RECOVERED IS 100 FEET FROM THE BAYOU BANK INSTEAD OF 30 FEET.
 AU1605'THE WILLOW TREE COULD NOT BE VERIFIED.  HOWEVER, THE STATION
 AU1605'DOES FIT THE DESCRIPTION BY THE U.S. ENGINEERS IN THE
 AU1605'NAPOLEONVILLE QUADRANGLE IN BOTH THE SHORELINE DISTANCE AND A
 AU1605'REFERENCE MEASUREMENT TO A LARGE LONE LIVE OAK TREE, THE
 AU1605'ONLY ONE IN THE VICINITY.
 AU1605'
 AU1605'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU1605'
 AU1605'THE STATION IS LOCATED ON THE SOUTH BANK OF BAYOU LONG ABOUT
 AU1605'0.4 MILE SOUTHEAST OF THE JUNCTION OF BAYOU LONG WITH FLAT
 AU1605'LAKE AND 0.5 MILE AIRLINE WEST OF THE EASTERN PROTECTION LEVEE,
 AU1605'AT A POINT WHERE THE BAYOU MAKES A SHARP TURN FROM THE SOUTHEAST
 AU1605'TO NORTHEAST.
 AU1605'
 AU1605'IT IS 100 FEET SOUTH OF THE BAYOU BANK AND 52.1 FEET SOUTH
 AU1605'OF A 34 INCH LIVE OAK, AT THE BASE OF A 10 INCH WILLOW TREE.
 AU1605'A STANDARD U.S. ENGINEERS BRASS CAP ON A 6 INCH IRON PIPE
 AU1605'PROJECTING 2 INCHES.
 AU1605
 AU1605                          STATION RECOVERY (1965)
 AU1605
 AU1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1605'0.5 MI N FROM LONG BAYOU.
 AU1605'P.B.M. IS BOLT IN CONCRETE BLOCK AND IRON PIPE ON LEFT BANK OF BAYOU
 AU1605'LONG.  IN ST. MARTIN PARISH, LA.  T.15., R.12 OF 13E. OF LOUISIANA
 AU1605'MERIDIAN.  ABOUT 1/2 MILE ABOVE ABOVE JUNCTION OF BAYOU LONG AND FLAT
 AU1605'LAKE.  100 FEET BACK OF LOWER BANK OF BAYOU LONG.  ON LAND OF B.E. AND
 AU1605'C.M. CLEMENT.  IN LINE WITH BACK SIDE OF HOUSE OCCUPIED BY EDGAR
 AU1605'COMEAX AND 50 FEET BELOW S.W. CORNER.  CAP ON PIPE ABOUT 10 INCHES
 AU1605'ABOVE GROUND.  NOTE-- BLAZED TREES 10+INCH, 8 DEG 35 MIN-33.4 FEET.
 AU1605'10+INCH THORN, 34=45 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1229 ***********************************************************************
 BJ1229  DESIGNATION -  53 DO 13
 BJ1229  PID         -  BJ1229
 BJ1229  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1229  USGS QUAD   -  HAMMOND (1994)
 BJ1229
 BJ1229                         *CURRENT SURVEY CONTROL
 BJ1229  ___________________________________________________________________
 BJ1229* NAD 83(1992)-  30 36 24.16681(N)    090 29 31.76984(W)     ADJUSTED  
 BJ1229* NAVD 88     -        22.036  (meters)      72.30   (feet)  ADJUSTED  
 BJ1229  ___________________________________________________________________
 BJ1229  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ1229  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1229  DYNAMIC HT  -          22.008 (meters)      72.20  (feet)  COMP
 BJ1229  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ1229
 BJ1229  HORZ ORDER  -  SECOND
 BJ1229  VERT ORDER  -  FIRST     CLASS I
 BJ1229
 BJ1229.The horizontal coordinates were established by classical geodetic methods
 BJ1229.and adjusted by the National Geodetic Survey in January 1993..
 BJ1229
 BJ1229.The orthometric height was determined by differential leveling
 BJ1229.and adjusted by the National Geodetic Survey in February 1994..
 BJ1229
 BJ1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1229
 BJ1229.The geoid height was determined by GEOID03.
 BJ1229
 BJ1229.The dynamic height is computed by dividing the NAVD 88
 BJ1229.geopotential number by the normal gravity value computed on the
 BJ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1229.degrees latitude (g = 980.6199 gals.).
 BJ1229
 BJ1229.The modeled gravity was interpolated from observed gravity values.
 BJ1229
 BJ1229;                    North         East     Units Scale Factor Converg.
 BJ1229;SPC LA S     -   233,817.460 1,080,661.393   MT  0.99998149   +0 25 14.2
 BJ1229;SPC LA S     -   767,116.12  3,545,469.92   sFT  0.99998149   +0 25 14.2
 BJ1229;UTM  15      - 3,388,697.248   740,427.933   MT  1.00031316   +1 16 38.9
 BJ1229
 BJ1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1229!SPC LA S     -   1.00000080  x   0.99998149  =   0.99998229
 BJ1229!UTM  15      -   1.00000080  x   1.00031316  =   1.00031396
 BJ1229
 BJ1229:                Primary Azimuth Mark                     Grid Az
 BJ1229:SPC LA S     -  53D014 LDH 1967                          090 51 17.6
 BJ1229:UTM  15      -  53D014 LDH 1967                          089 59 52.9
 BJ1229
 BJ1229|---------------------------------------------------------------------|
 BJ1229| PID    Reference Object                     Distance      Geod. Az  |
 BJ1229|                                                           dddmmss.s |
 BJ1229| BJ4184 53D014 LDH 1967                     APPROX. 2.1 KM 0911631.8 |
 BJ1229|---------------------------------------------------------------------|
 BJ1229
 BJ1229                          SUPERSEDED SURVEY CONTROL
 BJ1229
 BJ1229  NAD 83(1986)-  30 36 24.18244(N)    090 29 31.76719(W) AD(       ) 2
 BJ1229  NAD 27      -  30 36 23.50352(N)    090 29 31.44239(W) AD(       ) 2
 BJ1229  NAVD 88 (06/15/91)   22.075  (m)           72.42   (f) UNKNOWN     1 1
 BJ1229  NGVD 29 (??/??/??)   22.056  (m)           72.36   (f) ADJUSTED    1 1
 BJ1229
 BJ1229.Superseded values are not recommended for survey control.
 BJ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1229.See file dsdata.txt to determine how the superseded data were derived.
 BJ1229
 BJ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4042888697(NAD 83)
 BJ1229_MARKER: DD = SURVEY DISK
 BJ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1229_SP_SET: CONCRETE POST
 BJ1229_STAMPING: 53 DO 13
 BJ1229_MARK LOGO: LADH  
 BJ1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1229+STABILITY: SURFACE MOTION
 BJ1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1229+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 BJ1229
 BJ1229  HISTORY     - Date     Condition        Report By
 BJ1229  HISTORY     - 1967     MONUMENTED       LADH
 BJ1229  HISTORY     - 1969     GOOD             CGS
 BJ1229  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ1229  HISTORY     - 19920611 GOOD             NGS
 BJ1229  HISTORY     - 20040128 GOOD             PICINC
 BJ1229  HISTORY     - 20060417 MARK NOT FOUND   NGS
 BJ1229
 BJ1229                          STATION DESCRIPTION
 BJ1229
 BJ1229'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ1229'THIS STATION IS LOCATED NORTH ALONG THE ILLINOIS CENTRAL RAILROAD AND
 BJ1229'U.S. HIGHWAY 51, 2.2 MILES FROM THE INTERSECTION OF U.S. HIGHWAY 51
 BJ1229'AND STATE HIGHWAY 442 IN TICKFAW.  THE STATION IS SET TO THE EAST
 BJ1229'OF U.S. HIGHWAY 51 AND WEST OF THE SOUTH BOUND TRACKS ON THE I.C.
 BJ1229'RAILROAD, 2.00 FEET EAST OF A METAL WITNESS POST AND SIGN, 11.0
 BJ1229'FEET WEST OF THE WEST RAIL OF THE I.C. RAILROAD, 21.90 FEET NORTH
 BJ1229'OF THE CENTERLINE OF A BLACKTOP ROAD LEADING EAST ACROSS THE
 BJ1229'RAILROAD, 14.0 FEET NORTHEAST OF A CULVERT UNDER THE BLACKTOP ROAD,
 BJ1229'47.80 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, AND ACROSS
 BJ1229'THE HIGHWAY FROM THE BLACK CAT GROCERY.
 BJ1229'
 BJ1229'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ1229'CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ1229'
 BJ1229'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 BJ1229'STATE HIGHWAY 442 IN TICKFAW, FOLLOW U.S. HIGHWAY 51 NORTH FOR 2.2
 BJ1229'MILES TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BJ1229'STATION IS STAMPED 53D013.
 BJ1229'
 BJ1229'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ1229
 BJ1229                          STATION RECOVERY (1969)
 BJ1229
 BJ1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BJ1229'1.95 MI S FROM INDEPENDENCE.
 BJ1229'ABOUT 1.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1229'STATION AT INDEPENDENCE, NEAR A GRAVEL ROAD CROSSING, IN SECTION 15, R
 BJ1229'7 E, T 5 S, 47.5 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 51, 24
 BJ1229'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 30 FEET NORTHWEST OF
 BJ1229'THE CENTER OF THE GRAVEL ROAD CROSSING AND THE WEST TRACK, 10.8 FEET
 BJ1229'WEST OF THE WEST RAIL, 3 FEET EAST OF A METAL WITNESS POST, 3 FEET
 BJ1229'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1/2
 BJ1229'FOOT BELOW THE LEVEL OF THE GROUND.
 BJ1229
 BJ1229                          STATION RECOVERY (1973)
 BJ1229
 BJ1229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BJ1229'MARK NOT FOUND.
 BJ1229
 BJ1229                          STATION RECOVERY (1992)
 BJ1229
 BJ1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1229'11.7 KM (7.25 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1229'THE POST OFFICE IN HAMMOND, 14.8 M (48.6 FT) EAST OF THE CENTERLINE
 BJ1229'OF U.S. HIGHWAY 51, 7.6 M (24.9 FT) NORTH OF THE CENTER OF A ROAD,
 BJ1229'7.5 M (24.6 FT) WEST OF THE NEAR RAIL, 0.8 M (2.6 FT) SOUTH OF A
 BJ1229'WITNESS POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 BJ1229'MONUMENT IS RECESSED 0.6 M (2.0 FT) BELOW TH4E GROUND SURFACE.
 BJ1229
 BJ1229                          STATION RECOVERY (2004)
 BJ1229
 BJ1229'RECOVERY NOTE BY PICKERING INCORPORATED 2004 (JCB)
 BJ1229'RECOVERED AS DESCRIBED
 BJ1229
 BJ1229                          STATION RECOVERY (2006)
 BJ1229
 BJ1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1229'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3537 ***********************************************************************
 BJ3537  DESIGNATION -  53 V 1 LADH
 BJ3537  PID         -  BJ3537
 BJ3537  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3537  USGS QUAD   -  WILMER (1983)
 BJ3537
 BJ3537                         *CURRENT SURVEY CONTROL
 BJ3537  ___________________________________________________________________
 BJ3537* NAD 83(1986)-  30 49 03.     (N)    090 18 22.     (W)     SCALED    
 BJ3537* NAVD 88     -        72.029  (meters)     236.32   (feet)  ADJUSTED  
 BJ3537  ___________________________________________________________________
 BJ3537  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ3537  DYNAMIC HT  -          71.936 (meters)     236.01  (feet)  COMP
 BJ3537  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ3537
 BJ3537  VERT ORDER  -  SECOND    CLASS I
 BJ3537
 BJ3537.The horizontal coordinates were scaled from a topographic map and have
 BJ3537.an estimated accuracy of +/- 6 seconds.
 BJ3537
 BJ3537.The orthometric height was determined by differential leveling
 BJ3537.and adjusted by the National Geodetic Survey in February 1994..
 BJ3537
 BJ3537.The geoid height was determined by GEOID03.
 BJ3537
 BJ3537.The dynamic height is computed by dividing the NAVD 88
 BJ3537.geopotential number by the normal gravity value computed on the
 BJ3537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3537.degrees latitude (g = 980.6199 gals.).
 BJ3537
 BJ3537.The modeled gravity was interpolated from observed gravity values.
 BJ3537
 BJ3537;                    North         East    Units  Estimated Accuracy
 BJ3537;SPC LA S     -   257,330.    1,098,290.      MT  (+/- 180 meters Scaled)
 BJ3537
 BJ3537                          SUPERSEDED SURVEY CONTROL
 BJ3537
 BJ3537.No superseded survey control is available for this station.
 BJ3537
 BJ3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ577124(NAD 83)
 BJ3537_MARKER: DB = BENCH MARK DISK
 BJ3537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3537_SP_SET: CONCRETE POST
 BJ3537_STAMPING: 53V1 1984
 BJ3537_MARK LOGO: LADH  
 BJ3537_PROJECTION: FLUSH
 BJ3537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3537+STABILITY: SURFACE MOTION
 BJ3537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3537+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 BJ3537
 BJ3537  HISTORY     - Date     Condition        Report By
 BJ3537  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3537  HISTORY     - 20030527 GOOD             LADTD
 BJ3537
 BJ3537                          STATION DESCRIPTION
 BJ3537
 BJ3537'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3537'26.4 KM (16.4 MI) EAST FROM FLUKER.
 BJ3537'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3537'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3537'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 20.8 KM (12.9 MI) TO THE BENCH
 BJ3537'MARK ON THE RIGHT AND WEST OF A GRAVEL ROAD LEADING SOUTH, 18.3 METERS
 BJ3537'(60 FT) WEST OF THE CENTER OF THE GRAVEL ROAD, 13.1 METERS (43 FT)
 BJ3537'WEST-NORTHWEST OF A FENCE LINE, 12.5 METERS (41 FT) SOUTH-SOUTHEAST OF
 BJ3537'THE CENTER OF HIGHWAY 10, AND 1.2 METERS (4 FT) NORTHEAST OF A FENCE
 BJ3537'CORNER.
 BJ3537'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3537'THE MARK IS 0.30 M BELOW HIGHWAY 10.
 BJ3537
 BJ3537                          STATION RECOVERY (2003)
 BJ3537
 BJ3537'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3537'OMIT 60 FT WEST FROM THE CENTER OF A GRAVEL ROAD.  ADD TO DESCRIPTION
 BJ3537'40.5 FT NORTHWEST FROMK THE CENTER OF THE MOST EASTERLY ONE OF 2
 BJ3537'DOUBLE GATES INTO TWO FIELDS AND 32 FT WEST-SOUTHWEST FROM THE CENTER
 BJ3537'OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3547 ***********************************************************************
 BJ3547  DESIGNATION -  53 V 10 LADH
 BJ3547  PID         -  BJ3547
 BJ3547  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3547  USGS QUAD   -  CHESBROUGH (1983)
 BJ3547
 BJ3547                         *CURRENT SURVEY CONTROL
 BJ3547  ___________________________________________________________________
 BJ3547* NAD 83(1986)-  30 47 44.     (N)    090 27 17.     (W)     SCALED    
 BJ3547* NAVD 88     -        44.665  (meters)     146.54   (feet)  ADJUSTED  
 BJ3547  ___________________________________________________________________
 BJ3547  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3547  DYNAMIC HT  -          44.607 (meters)     146.35  (feet)  COMP
 BJ3547  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ3547
 BJ3547  VERT ORDER  -  SECOND    CLASS I
 BJ3547
 BJ3547.The horizontal coordinates were scaled from a topographic map and have
 BJ3547.an estimated accuracy of +/- 6 seconds.
 BJ3547
 BJ3547.The orthometric height was determined by differential leveling
 BJ3547.and adjusted by the National Geodetic Survey in February 1994..
 BJ3547
 BJ3547.The geoid height was determined by GEOID03.
 BJ3547
 BJ3547.The dynamic height is computed by dividing the NAVD 88
 BJ3547.geopotential number by the normal gravity value computed on the
 BJ3547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3547.degrees latitude (g = 980.6199 gals.).
 BJ3547
 BJ3547.The modeled gravity was interpolated from observed gravity values.
 BJ3547
 BJ3547;                    North         East    Units  Estimated Accuracy
 BJ3547;SPC LA S     -   254,780.    1,084,090.      MT  (+/- 180 meters Scaled)
 BJ3547
 BJ3547                          SUPERSEDED SURVEY CONTROL
 BJ3547
 BJ3547.No superseded survey control is available for this station.
 BJ3547
 BJ3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ435097(NAD 83)
 BJ3547_MARKER: DB = BENCH MARK DISK
 BJ3547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3547_SP_SET: CONCRETE POST
 BJ3547_STAMPING: 53V10 1984
 BJ3547_MARK LOGO: LADH  
 BJ3547_PROJECTION: FLUSH
 BJ3547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3547+STABILITY: SURFACE MOTION
 BJ3547
 BJ3547  HISTORY     - Date     Condition        Report By
 BJ3547  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3547
 BJ3547                          STATION DESCRIPTION
 BJ3547
 BJ3547'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3547'11.7 KM (7.3 MI) SE FROM FLUKER.
 BJ3547'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3547'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3547'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 6.1 KM (3.8 MI) TO THE BENCH MARK
 BJ3547'ON THE RIGHT NEAR A POWER POLE, 12.8 METERS (42 FT) WEST-SOUTHWEST OF
 BJ3547'WEST END OF CONCRETE PIPE UNDER DRIVEWAY, 9.8 METERS (32 FT)
 BJ3547'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 10, AND 2.7 METERS (9 FT)
 BJ3547'EAST-SOUTHEAST OF A POWER POLE.
 BJ3547'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3547'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3548 ***********************************************************************
 BJ3548  DESIGNATION -  53 V 11 LADH
 BJ3548  PID         -  BJ3548
 BJ3548  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3548  USGS QUAD   -  CHESBROUGH (1983)
 BJ3548
 BJ3548                         *CURRENT SURVEY CONTROL
 BJ3548  ___________________________________________________________________
 BJ3548* NAD 83(1986)-  30 47 40.     (N)    090 28 23.     (W)     SCALED    
 BJ3548* NAVD 88     -        51.062  (meters)     167.53   (feet)  ADJUSTED  
 BJ3548  ___________________________________________________________________
 BJ3548  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3548  DYNAMIC HT  -          50.996 (meters)     167.31  (feet)  COMP
 BJ3548  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ3548
 BJ3548  VERT ORDER  -  SECOND    CLASS I
 BJ3548
 BJ3548.The horizontal coordinates were scaled from a topographic map and have
 BJ3548.an estimated accuracy of +/- 6 seconds.
 BJ3548
 BJ3548.The orthometric height was determined by differential leveling
 BJ3548.and adjusted by the National Geodetic Survey in February 1994..
 BJ3548
 BJ3548.The geoid height was determined by GEOID03.
 BJ3548
 BJ3548.The dynamic height is computed by dividing the NAVD 88
 BJ3548.geopotential number by the normal gravity value computed on the
 BJ3548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3548.degrees latitude (g = 980.6199 gals.).
 BJ3548
 BJ3548.The modeled gravity was interpolated from observed gravity values.
 BJ3548
 BJ3548;                    North         East    Units  Estimated Accuracy
 BJ3548;SPC LA S     -   254,640.    1,082,340.      MT  (+/- 180 meters Scaled)
 BJ3548
 BJ3548                          SUPERSEDED SURVEY CONTROL
 BJ3548
 BJ3548.No superseded survey control is available for this station.
 BJ3548
 BJ3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ417095(NAD 83)
 BJ3548_MARKER: DB = BENCH MARK DISK
 BJ3548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3548_SP_SET: CONCRETE POST
 BJ3548_STAMPING: 53V11 1984
 BJ3548_MARK LOGO: LADH  
 BJ3548_PROJECTION: FLUSH
 BJ3548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3548+STABILITY: SURFACE MOTION
 BJ3548
 BJ3548  HISTORY     - Date     Condition        Report By
 BJ3548  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3548
 BJ3548                          STATION DESCRIPTION
 BJ3548
 BJ3548'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3548'10.1 KM (6.3 MI) SE FROM FLUKER.
 BJ3548'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3548'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3548'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 4.5 KM (2.8 MI) TO THE BENCH MARK
 BJ3548'ON RIGHT NEAR A BROWN BRICK AND METAL BUILDING, 23 METERS (75.5 FT)
 BJ3548'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 14.6 METERS
 BJ3548'(48 FT) SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 10, AND 2.1 METERS
 BJ3548'(7 FT) NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER AND GUIDE
 BJ3548'WIRE.
 BJ3548'THE MARK IS 0.46 METERS  NNW FROM A WITNESS POST.
 BJ3548'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3549 ***********************************************************************
 BJ3549  DESIGNATION -  53 V 12 LADH
 BJ3549  PID         -  BJ3549
 BJ3549  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3549  USGS QUAD   -  CHESBROUGH (1983)
 BJ3549
 BJ3549                         *CURRENT SURVEY CONTROL
 BJ3549  ___________________________________________________________________
 BJ3549* NAD 83(1986)-  30 47 13.     (N)    090 29 03.     (W)     SCALED    
 BJ3549* NAVD 88     -        41.911  (meters)     137.50   (feet)  ADJUSTED  
 BJ3549  ___________________________________________________________________
 BJ3549  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3549  DYNAMIC HT  -          41.857 (meters)     137.33  (feet)  COMP
 BJ3549  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ3549
 BJ3549  VERT ORDER  -  SECOND    CLASS I
 BJ3549
 BJ3549.The horizontal coordinates were scaled from a topographic map and have
 BJ3549.an estimated accuracy of +/- 6 seconds.
 BJ3549
 BJ3549.The orthometric height was determined by differential leveling
 BJ3549.and adjusted by the National Geodetic Survey in February 1994..
 BJ3549
 BJ3549.The geoid height was determined by GEOID03.
 BJ3549
 BJ3549.The dynamic height is computed by dividing the NAVD 88
 BJ3549.geopotential number by the normal gravity value computed on the
 BJ3549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3549.degrees latitude (g = 980.6199 gals.).
 BJ3549
 BJ3549.The modeled gravity was interpolated from observed gravity values.
 BJ3549
 BJ3549;                    North         East    Units  Estimated Accuracy
 BJ3549;SPC LA S     -   253,800.    1,081,280.      MT  (+/- 180 meters Scaled)
 BJ3549
 BJ3549                          SUPERSEDED SURVEY CONTROL
 BJ3549
 BJ3549.No superseded survey control is available for this station.
 BJ3549
 BJ3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ407086(NAD 83)
 BJ3549_MARKER: DB = BENCH MARK DISK
 BJ3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3549_SP_SET: CONCRETE POST
 BJ3549_STAMPING: 53V12 1984
 BJ3549_MARK LOGO: LADH  
 BJ3549_PROJECTION: FLUSH
 BJ3549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3549+STABILITY: SURFACE MOTION
 BJ3549
 BJ3549  HISTORY     - Date     Condition        Report By
 BJ3549  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3549
 BJ3549                          STATION DESCRIPTION
 BJ3549
 BJ3549'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3549'8.5 KM (5.3 MI) SE FROM FLUKER.
 BJ3549'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3549'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3549'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 2.9 KM (1.8 MI) TO THE JUNCTION
 BJ3549'WITH A PARISH BLACKTOP ROAD (RIVER ROAD) WITH THE BENCH MARK ON THE
 BJ3549'LEFT, SET IN THE NORTHEAST QUADRANT OF THE JUNCTION, 12.2 METERS
 BJ3549'(40 FT) EAST-SOUTHEAST OF THE CENTER OF RIVER ROAD, 10.4 METERS
 BJ3549'(34 FT) NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 10, 8.2 METERS
 BJ3549'(27 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, AND 3.7 METERS (12 FT)
 BJ3549'WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER AND LIGHT.
 BJ3549'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 BJ3549'THE MARK IS 0.30 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3550 ***********************************************************************
 BJ3550  DESIGNATION -  53 V 13 LADH
 BJ3550  PID         -  BJ3550
 BJ3550  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3550  USGS QUAD   -  CHESBROUGH (1983)
 BJ3550
 BJ3550                         *CURRENT SURVEY CONTROL
 BJ3550  ___________________________________________________________________
 BJ3550* NAD 83(1986)-  30 46 37.     (N)    090 29 49.     (W)     SCALED    
 BJ3550* NAVD 88     -        38.707  (meters)     126.99   (feet)  ADJUSTED  
 BJ3550  ___________________________________________________________________
 BJ3550  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3550  DYNAMIC HT  -          38.657 (meters)     126.83  (feet)  COMP
 BJ3550  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3550
 BJ3550  VERT ORDER  -  SECOND    CLASS I
 BJ3550
 BJ3550.The horizontal coordinates were scaled from a topographic map and have
 BJ3550.an estimated accuracy of +/- 6 seconds.
 BJ3550
 BJ3550.The orthometric height was determined by differential leveling
 BJ3550.and adjusted by the National Geodetic Survey in February 1994..
 BJ3550
 BJ3550.The geoid height was determined by GEOID03.
 BJ3550
 BJ3550.The dynamic height is computed by dividing the NAVD 88
 BJ3550.geopotential number by the normal gravity value computed on the
 BJ3550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3550.degrees latitude (g = 980.6199 gals.).
 BJ3550
 BJ3550.The modeled gravity was interpolated from observed gravity values.
 BJ3550
 BJ3550;                    North         East    Units  Estimated Accuracy
 BJ3550;SPC LA S     -   252,690.    1,080,070.      MT  (+/- 180 meters Scaled)
 BJ3550
 BJ3550                          SUPERSEDED SURVEY CONTROL
 BJ3550
 BJ3550.No superseded survey control is available for this station.
 BJ3550
 BJ3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ395075(NAD 83)
 BJ3550_MARKER: DB = BENCH MARK DISK
 BJ3550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3550_SP_SET: CONCRETE POST
 BJ3550_STAMPING: 53V13 1984
 BJ3550_MARK LOGO: LADH  
 BJ3550_PROJECTION: FLUSH
 BJ3550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3550+STABILITY: SURFACE MOTION
 BJ3550
 BJ3550  HISTORY     - Date     Condition        Report By
 BJ3550  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3550
 BJ3550                          STATION DESCRIPTION
 BJ3550
 BJ3550'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3550'7.1 KM (4.4 MI) SOUTH FROM FLUKER.
 BJ3550'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3550'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3550'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 1.5 KM (0.9 MI) TO THE BENCH MARK
 BJ3550'ON THE RIGHT EAST OF A BRIDGE, 24.4 METERS (80 FT) WEST-SOUTHWEST OF
 BJ3550'THE CENTER OF A PARISH PAVED ROAD, 10.5 METERS (34.5 FT)
 BJ3550'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 10, AND 1.8 METERS (6 FT)
 BJ3550'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF WINGWALL TO RELEASE BRIDGE.
 BJ3550'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 BJ3550'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3843 ***********************************************************************
 BJ3843  DESIGNATION -  53 V 14
 BJ3843  PID         -  BJ3843
 BJ3843  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3843  USGS QUAD   -  KENTWOOD (1980)
 BJ3843
 BJ3843                         *CURRENT SURVEY CONTROL
 BJ3843  ___________________________________________________________________
 BJ3843* NAD 83(1986)-  30 55 48.     (N)    090 33 17.     (W)     SCALED    
 BJ3843* NAVD 88     -        91.414  (meters)     299.91   (feet)  ADJUSTED  
 BJ3843  ___________________________________________________________________
 BJ3843  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3843  DYNAMIC HT  -          91.297 (meters)     299.53  (feet)  COMP
 BJ3843  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BJ3843
 BJ3843  VERT ORDER  -  SECOND    CLASS I
 BJ3843
 BJ3843.The horizontal coordinates were scaled from a topographic map and have
 BJ3843.an estimated accuracy of +/- 6 seconds.
 BJ3843
 BJ3843.The orthometric height was determined by differential leveling
 BJ3843.and adjusted by the National Geodetic Survey in February 1994..
 BJ3843
 BJ3843.The geoid height was determined by GEOID03.
 BJ3843
 BJ3843.The dynamic height is computed by dividing the NAVD 88
 BJ3843.geopotential number by the normal gravity value computed on the
 BJ3843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3843.degrees latitude (g = 980.6199 gals.).
 BJ3843
 BJ3843.The modeled gravity was interpolated from observed gravity values.
 BJ3843
 BJ3843;                    North         East    Units  Estimated Accuracy
 BJ3843;SPC LA S     -   269,620.    1,074,420.      MT  (+/- 180 meters Scaled)
 BJ3843
 BJ3843                          SUPERSEDED SURVEY CONTROL
 BJ3843
 BJ3843.No superseded survey control is available for this station.
 BJ3843
 BJ3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ336244(NAD 83)
 BJ3843_MARKER: DB = BENCH MARK DISK
 BJ3843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3843_SP_SET: CONCRETE POST
 BJ3843_STAMPING: 53V14 1985
 BJ3843_MARK LOGO: LADH  
 BJ3843_PROJECTION: FLUSH
 BJ3843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3843+STABILITY: SURFACE MOTION
 BJ3843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3843+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3843
 BJ3843  HISTORY     - Date     Condition        Report By
 BJ3843  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3843  HISTORY     - 19890524 GOOD             LADTD
 BJ3843
 BJ3843                          STATION DESCRIPTION
 BJ3843
 BJ3843'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3843'5.2 KM (3.25 MI) WEST FROM KENTWOOD.
 BJ3843'THE MARK IS 0.46 M ABOVE THE HIGHWAY.
 BJ3843'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3843'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3843'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 4.9 KM (3.05 MI) TO THE
 BJ3843'BENCH MARK ON THE RIGHT, 32.0 METERS (105 FT) NORTHEAST OF A POWER
 BJ3843'POLE, 12.5 METERS (41.5 FT) NORTHWEST OF THE CENTERLINE OF STATE
 BJ3843'HIGHWAY 38, 8.8 METERS (29 FT) SOUTH SOUTHEAST OF 12-INCH TWIN OAKS,
 BJ3843'AND 6.7 METERS (22 FT) NORTHEAST OF THE CENTER OF A DRIVE LEADING TO A
 BJ3843'WOOD FRAME HOUSE.
 BJ3843'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3843
 BJ3843                          STATION RECOVERY (1989)
 BJ3843
 BJ3843'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3843'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) WEST OF KENTWOOD AND
 BJ3843'24.7 KM (15.35 MI) EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3843'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3843'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3843'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3843'TURN RIGHT AND GO WEST FOR 4.9 KM (3.05 MI) TO THE MARK ON THE RIGHT.
 BJ3843'THE STATION IS 32.0 M (105.0 FT) NORTHEAST FROM A POWER POLE, 12.5 M
 BJ3843'(41.0 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 8.8 M (28.9 FT)
 BJ3843'SOUTH-SOUTHEAST FROM A 12-INCH TWIN OAK TREE, 6.7 M (22.0 FT)
 BJ3843'NORTHEAST FROM THE CENTER OF A DRIVE LEADING TO A WOOD FRAME HOUSE AND
 BJ3843'0.6 M (2.0 FT) SOUTH FROM A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ3843'THE MARK IS FLUSH WITH THE GROUND AND 0.46 M (1.5 FT) ABOVE THE
 BJ3843'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3844 ***********************************************************************
 BJ3844  DESIGNATION -  53 V 15
 BJ3844  PID         -  BJ3844
 BJ3844  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3844  USGS QUAD   -  KENTWOOD (1980)
 BJ3844
 BJ3844                         *CURRENT SURVEY CONTROL
 BJ3844  ___________________________________________________________________
 BJ3844* NAD 83(1986)-  30 56 10.     (N)    090 32 24.     (W)     SCALED    
 BJ3844* NAVD 88     -        84.055  (meters)     275.77   (feet)  ADJUSTED  
 BJ3844  ___________________________________________________________________
 BJ3844  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3844  DYNAMIC HT  -          83.948 (meters)     275.42  (feet)  COMP
 BJ3844  MODELED GRAV-     979,356.8   (mgal)                       NAVD 88
 BJ3844
 BJ3844  VERT ORDER  -  SECOND    CLASS I
 BJ3844
 BJ3844.The horizontal coordinates were scaled from a topographic map and have
 BJ3844.an estimated accuracy of +/- 6 seconds.
 BJ3844
 BJ3844.The orthometric height was determined by differential leveling
 BJ3844.and adjusted by the National Geodetic Survey in February 1994..
 BJ3844
 BJ3844.The geoid height was determined by GEOID03.
 BJ3844
 BJ3844.The dynamic height is computed by dividing the NAVD 88
 BJ3844.geopotential number by the normal gravity value computed on the
 BJ3844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3844.degrees latitude (g = 980.6199 gals.).
 BJ3844
 BJ3844.The modeled gravity was interpolated from observed gravity values.
 BJ3844
 BJ3844;                    North         East    Units  Estimated Accuracy
 BJ3844;SPC LA S     -   270,300.    1,075,820.      MT  (+/- 180 meters Scaled)
 BJ3844
 BJ3844                          SUPERSEDED SURVEY CONTROL
 BJ3844
 BJ3844.No superseded survey control is available for this station.
 BJ3844
 BJ3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ350251(NAD 83)
 BJ3844_MARKER: DB = BENCH MARK DISK
 BJ3844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3844_SP_SET: CONCRETE POST
 BJ3844_STAMPING: 53V15 1985
 BJ3844_MARK LOGO: LADH  
 BJ3844_PROJECTION: FLUSH
 BJ3844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3844+STABILITY: SURFACE MOTION
 BJ3844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3844+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3844
 BJ3844  HISTORY     - Date     Condition        Report By
 BJ3844  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3844  HISTORY     - 19890524 GOOD             LADTD
 BJ3844
 BJ3844                          STATION DESCRIPTION
 BJ3844
 BJ3844'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3844'3.4 KM (2.1 MI) WEST FROM KENTWOOD.
 BJ3844'THE MARK IS 1.22 M ABOVE THE HIGHWAY.
 BJ3844'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3844'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3844'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 3.1 KM (1.9 MI) TO THE
 BJ3844'BENCH MARK ON THE LEFT, 15.2 METERS (50 FT) SOUTH OF THE CENTERLINE OF
 BJ3844'STATE HIGHWAY 38, 11.0 METERS (36 FT) EAST OF THE CENTER OF A PARISH
 BJ3844'BLACKTOP ROAD LEADING SOUTH, 5.2 METERS (17 FT) SOUTH OF TELEPHONE
 BJ3844'JUNCTION BOX NO W 12, AND 0.8 METER (2 FT) NORTHWEST OF A FOUR STRAND
 BJ3844'BARBED WIRE FENCE.
 BJ3844'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BJ3844
 BJ3844                          STATION RECOVERY (1989)
 BJ3844
 BJ3844'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3844'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) WEST OF KENTWOOD AND
 BJ3844'26.5 KM (16.45 MI) EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3844'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3844'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3844'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION OF STATE HIGHWAY 38. TURN
 BJ3844'RIGHT AND GO WEST FOR 3.1 KM (1.95 MI) ON HIGHWAY 38 TO THE MARK ON
 BJ3844'THE LEFT.
 BJ3844'THE STATION IS 15.2 M (49.9 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BJ3844'11 M (36.1 FT) EAST FROM THE CENTER OF A PARISH BLACKTOP ROAD LEADING
 BJ3844'SOUTH, 5.2 M (17.1 FT) SOUTH FROM A TELEPHONE JUNCTION BOX NO W 12,
 BJ3844'0.8 M (2.6 FT) NORTHWEST FROM A FOUR STRAND BARBED WIRE FENCE AND 0.6
 BJ3844'M (2.0 FT) NORTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED. THE
 BJ3844'MARK IS FLUSH WITH THE GROUND AND 1.22 M (4.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3845 ***********************************************************************
 BJ3845  DESIGNATION -  53 V 16
 BJ3845  PID         -  BJ3845
 BJ3845  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3845  USGS QUAD   -  KENTWOOD (1980)
 BJ3845
 BJ3845                         *CURRENT SURVEY CONTROL
 BJ3845  ___________________________________________________________________
 BJ3845* NAD 83(1986)-  30 56 14.     (N)    090 31 24.     (W)     SCALED    
 BJ3845* NAVD 88     -        82.413  (meters)     270.38   (feet)  ADJUSTED  
 BJ3845  ___________________________________________________________________
 BJ3845  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3845  DYNAMIC HT  -          82.307 (meters)     270.04  (feet)  COMP
 BJ3845  MODELED GRAV-     979,357.2   (mgal)                       NAVD 88
 BJ3845
 BJ3845  VERT ORDER  -  SECOND    CLASS I
 BJ3845
 BJ3845.The horizontal coordinates were scaled from a topographic map and have
 BJ3845.an estimated accuracy of +/- 6 seconds.
 BJ3845
 BJ3845.The orthometric height was determined by differential leveling
 BJ3845.and adjusted by the National Geodetic Survey in February 1994..
 BJ3845
 BJ3845.The geoid height was determined by GEOID03.
 BJ3845
 BJ3845.The dynamic height is computed by dividing the NAVD 88
 BJ3845.geopotential number by the normal gravity value computed on the
 BJ3845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3845.degrees latitude (g = 980.6199 gals.).
 BJ3845
 BJ3845.The modeled gravity was interpolated from observed gravity values.
 BJ3845
 BJ3845;                    North         East    Units  Estimated Accuracy
 BJ3845;SPC LA S     -   270,440.    1,077,410.      MT  (+/- 180 meters Scaled)
 BJ3845
 BJ3845                          SUPERSEDED SURVEY CONTROL
 BJ3845
 BJ3845.No superseded survey control is available for this station.
 BJ3845
 BJ3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ366252(NAD 83)
 BJ3845_MARKER: DB = BENCH MARK DISK
 BJ3845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3845_SP_SET: CONCRETE POST
 BJ3845_STAMPING: 53V16 1985
 BJ3845_MARK LOGO: LADH  
 BJ3845_PROJECTION: FLUSH
 BJ3845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3845+STABILITY: SURFACE MOTION
 BJ3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3845+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3845
 BJ3845  HISTORY     - Date     Condition        Report By
 BJ3845  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3845  HISTORY     - 19890524 GOOD             LADTD
 BJ3845
 BJ3845                          STATION DESCRIPTION
 BJ3845
 BJ3845'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3845'1.8 KM (1.1 MI) WEST FROM KENTWOOD.
 BJ3845'THE MARK IS 0.46 M ABOVE THE HIGHWAY.
 BJ3845'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3845'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3845'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 1.5 KM (0.9 MI) TO THE
 BJ3845'BENCH MARK ON THE RIGHT, 22.9 METERS (75 FT) EAST OF THE CENTER OF THE
 BJ3845'OFF RAMP OF I-55 LEADING INTO STATE HIGHWAY 38 AT KENTWOOD 21.2 METERS
 BJ3845'(69.5 FT) NORTH NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF
 BJ3845'STATE HIGHWAY 38, 19.0 METERS (62.5 FT) WEST OF THE WEST END A
 BJ3845'CONCRETE CULVERT UNDER INTERSTATE 55, AND 14.0 METERS (46 FT) NORTH
 BJ3845'NORTHEAST OF A LIGHT STANDARD NORTH OF STATE HIGHWAY 38.
 BJ3845'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3845
 BJ3845                          STATION RECOVERY (1989)
 BJ3845
 BJ3845'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3845'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) WEST OF KENTWOOD AND
 BJ3845'28.2 KM (17.50 MI) EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3845'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3845'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3845'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION OF STATE HIGHWAY 38. TURN
 BJ3845'RIGHT AND GO SOUTH FOR 1.5 KM (0.95 MI) TO THE MARK ON THE RIGHT JUST
 BJ3845'WEST OF THE INTERSTATE HIGHWAY 55 OVERPASS.
 BJ3845'THE STATION IS 22.9 M (75.1 FT) EAST FROM THE CENTER OF THE SOUTH OFF
 BJ3845'RAMP FOR INTERSTATE 55, 21.2 M (69.6 FT) NORTH-NORTHWEST FROM THE
 BJ3845'CENTER OF THE WEST BOUND LANES OF HIGHWAY 38, 19.0 M (62.3 FT) WEST
 BJ3845'FROM THE WEST END OF A CONCRETE CULVERT UNDER INTERSTATE 55, 14.0 M
 BJ3845'(45.9 FT) NORTH-NORTHEAST FROM A LIGHT STANDARD NORTH OF HIGHWAY 38
 BJ3845'AND 0.46 M (1.5 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN
 BJ3845'ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND 0.46 M (1.5 FT) ABOVE
 BJ3845'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3847 ***********************************************************************
 BJ3847  DESIGNATION -  53 V 17
 BJ3847  PID         -  BJ3847
 BJ3847  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3847  USGS QUAD   -  SPRING CREEK (1983)
 BJ3847
 BJ3847                         *CURRENT SURVEY CONTROL
 BJ3847  ___________________________________________________________________
 BJ3847* NAD 83(1986)-  30 56 21.     (N)    090 29 22.     (W)     SCALED    
 BJ3847* NAVD 88     -        60.182  (meters)     197.45   (feet)  ADJUSTED  
 BJ3847  ___________________________________________________________________
 BJ3847  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3847  DYNAMIC HT  -          60.105 (meters)     197.19  (feet)  COMP
 BJ3847  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BJ3847
 BJ3847  VERT ORDER  -  SECOND    CLASS I
 BJ3847
 BJ3847.The horizontal coordinates were scaled from a topographic map and have
 BJ3847.an estimated accuracy of +/- 6 seconds.
 BJ3847
 BJ3847.The orthometric height was determined by differential leveling
 BJ3847.and adjusted by the National Geodetic Survey in February 1994..
 BJ3847
 BJ3847.The geoid height was determined by GEOID03.
 BJ3847
 BJ3847.The dynamic height is computed by dividing the NAVD 88
 BJ3847.geopotential number by the normal gravity value computed on the
 BJ3847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3847.degrees latitude (g = 980.6199 gals.).
 BJ3847
 BJ3847.The modeled gravity was interpolated from observed gravity values.
 BJ3847
 BJ3847;                    North         East    Units  Estimated Accuracy
 BJ3847;SPC LA S     -   270,680.    1,080,650.      MT  (+/- 180 meters Scaled)
 BJ3847
 BJ3847                          SUPERSEDED SURVEY CONTROL
 BJ3847
 BJ3847.No superseded survey control is available for this station.
 BJ3847
 BJ3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ398255(NAD 83)
 BJ3847_MARKER: DB = BENCH MARK DISK
 BJ3847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3847_SP_SET: CONCRETE POST
 BJ3847_STAMPING: 53V17 1985
 BJ3847_MARK LOGO: LADH  
 BJ3847_PROJECTION: FLUSH
 BJ3847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3847+STABILITY: SURFACE MOTION
 BJ3847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3847+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3847
 BJ3847  HISTORY     - Date     Condition        Report By
 BJ3847  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3847  HISTORY     - 19890524 GOOD             LADTD
 BJ3847
 BJ3847                          STATION DESCRIPTION
 BJ3847
 BJ3847'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3847'2.5 KM (1.55 MI) EAST FROM KENTWOOD.
 BJ3847'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 BJ3847'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3847'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3847'THENCE EAST (LEFT) ON STATE HIGHWAY 38 FOR 2.2 KM (1.35 MI) TO THE
 BJ3847'BENCH MARK ON THE LEFT, 24.9 METERS (82 FT) NORTH OF THE CENTER OF
 BJ3847'HIGHWAY 38, 23.2 METERS (76 FT) EAST NORTHEAST OF A TELEPHONE POLE,
 BJ3847'AND 18.6 METERS (61 FT) NORTH OF THE NORTHEAST CORNER OF THE BRIDGE
 BJ3847'OVER THE TANGIPAHOA RIVER.
 BJ3847'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3847
 BJ3847                          STATION RECOVERY (1989)
 BJ3847
 BJ3847'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3847'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST OF KENTWOOD AND 22
 BJ3847'KM (13.65 MI) WEST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3847'TRANSPORTATION AND DEVELOPMENT.
 BJ3847'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3847'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3847'TURN LEFT AND GO EAST FOR 2.2 KM (1.35 MI) ON HIGHWAY 38 TO THE MARK
 BJ3847'ON THE LEFT ON THE EAST BANK OF THE TANGIPAHOA RIVER.
 BJ3847'THE STATION IS 24.9 M (81.7 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BJ3847'23.2 M (76.1 FT) EAST-NORTHEAST FROM A TELEPHONE POLE, 18.6 M
 BJ3847'(61.0 FT) NORTH FROM THE NORTHEAST CORNER OF THE BRIDGE OVER THE RIVER
 BJ3847'AND 0.3 M (1.0 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3847'THE MARK IS FLUSH WITH THE GROUND AND 0.6 M (2.0 FT) BELOW THE LEVEL
 BJ3847'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3848 ***********************************************************************
 BJ3848  DESIGNATION -  53 V 18
 BJ3848  PID         -  BJ3848
 BJ3848  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3848  USGS QUAD   -  SPRING CREEK (1983)
 BJ3848
 BJ3848                         *CURRENT SURVEY CONTROL
 BJ3848  ___________________________________________________________________
 BJ3848* NAD 83(1986)-  30 56 07.     (N)    090 28 32.     (W)     SCALED    
 BJ3848* NAVD 88     -        90.357  (meters)     296.45   (feet)  ADJUSTED  
 BJ3848  ___________________________________________________________________
 BJ3848  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3848  DYNAMIC HT  -          90.241 (meters)     296.07  (feet)  COMP
 BJ3848  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 BJ3848
 BJ3848  VERT ORDER  -  SECOND    CLASS I
 BJ3848
 BJ3848.The horizontal coordinates were scaled from a topographic map and have
 BJ3848.an estimated accuracy of +/- 6 seconds.
 BJ3848
 BJ3848.The orthometric height was determined by differential leveling
 BJ3848.and adjusted by the National Geodetic Survey in February 1994..
 BJ3848
 BJ3848.The geoid height was determined by GEOID03.
 BJ3848
 BJ3848.The dynamic height is computed by dividing the NAVD 88
 BJ3848.geopotential number by the normal gravity value computed on the
 BJ3848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3848.degrees latitude (g = 980.6199 gals.).
 BJ3848
 BJ3848.The modeled gravity was interpolated from observed gravity values.
 BJ3848
 BJ3848;                    North         East    Units  Estimated Accuracy
 BJ3848;SPC LA S     -   270,260.    1,081,980.      MT  (+/- 180 meters Scaled)
 BJ3848
 BJ3848                          SUPERSEDED SURVEY CONTROL
 BJ3848
 BJ3848.No superseded survey control is available for this station.
 BJ3848
 BJ3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ411251(NAD 83)
 BJ3848_MARKER: DB = BENCH MARK DISK
 BJ3848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3848_SP_SET: CONCRETE POST
 BJ3848_STAMPING: 53V18 1985
 BJ3848_MARK LOGO: LADH  
 BJ3848_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3848+STABILITY: SURFACE MOTION
 BJ3848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3848+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3848
 BJ3848  HISTORY     - Date     Condition        Report By
 BJ3848  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3848  HISTORY     - 19890524 GOOD             LADTD
 BJ3848
 BJ3848                          STATION DESCRIPTION
 BJ3848
 BJ3848'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3848'3.9 KM (2.4 MI) EAST FROM KENTWOOD.
 BJ3848'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
 BJ3848'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3848'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3848'THENCE EAST (LEFT) ON STATE HIGHWAY 38 FOR 3.5 KM (2.2 MI) TO THE
 BJ3848'BENCH MARK ON THE RIGHT, AND EAST OF A PAVED ROAD LEADING SOUTH,
 BJ3848'29.3 METERS (96 FT) EAST OF THE CENTER OF PARISH ROAD 61, 20.3 METERS
 BJ3848'(66.5 FT) NORTH OF THE NORTHWEST CORNER OF THE FIRST UNITED
 BJ3848'PENTECOSTAL CHURCH IN KENTWOOD, 18.3 METERS (60 FT) SOUTH OF THE
 BJ3848'CENTER OF HIGHWAY 38, 8.7 METERS (28.5 FT) WEST OF THE SOUTHWEST
 BJ3848'CORNER OF A BRICK SIGN DESIGNATING THE CHURCH AS THE FIRST UNITED
 BJ3848'PENTECOSTAL CHURCH, AND 1.5 METERS (5 FT) NORTHEAST OF A POWER POLE.
 BJ3848
 BJ3848                          STATION RECOVERY (1989)
 BJ3848
 BJ3848'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3848'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) EAST OF KENTWOOD AND
 BJ3848'20.4 KM (12.70 MI) WEST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3848'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3848'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3848'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION OF STATE HIGHWAY 38. TURN
 BJ3848'LEFT AND GO EAST FOR 3.5 KM (2.15 MI) ON HIGHWAY 38 TO THE MARK ON THE
 BJ3848'RIGHT SET IN FRONT OF THE FIRST UNITED PENTECOSTAL CHURCH AND EAST OF
 BJ3848'A PARISH PAVED ROAD.
 BJ3848'THE STATION IS 29.3 M (96.1 FT) EAST FROM THE CENTER OF THE PAVED ROAD
 BJ3848'LEADING SOUTH, 20.3 M (66.6 FT) NORTH FROM THE NORTHWEST CORNER OF
 BJ3848'CHURCH BUILDING, 18.3 M (60.0 FT) SOUTH FROM THE CENTER OF THE
 BJ3848'HIGHWAY, 8.7 M (28.5 FT) WEST FROM THE SOUTHWEST CORNER OF A BRICK
 BJ3848'CHURCH SIGN AND 1.5 M (4.9 FT) NORTHEAST FROM A POWER POLE.  THE MARK
 BJ3848'IS RECESSED 1 CM BELOW THE GROUND AND 0.9 M (3.0 FT) ABOVE THE
 BJ3848'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3849 ***********************************************************************
 BJ3849  DESIGNATION -  53 V 19
 BJ3849  PID         -  BJ3849
 BJ3849  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3849  USGS QUAD   -  SPRING CREEK (1983)
 BJ3849
 BJ3849                         *CURRENT SURVEY CONTROL
 BJ3849  ___________________________________________________________________
 BJ3849* NAD 83(1986)-  30 55 45.     (N)    090 27 26.     (W)     SCALED    
 BJ3849* NAVD 88     -        88.469  (meters)     290.25   (feet)  ADJUSTED  
 BJ3849  ___________________________________________________________________
 BJ3849  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3849  DYNAMIC HT  -          88.355 (meters)     289.88  (feet)  COMP
 BJ3849  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 BJ3849
 BJ3849  VERT ORDER  -  SECOND    CLASS I
 BJ3849
 BJ3849.The horizontal coordinates were scaled from a topographic map and have
 BJ3849.an estimated accuracy of +/- 6 seconds.
 BJ3849
 BJ3849.The orthometric height was determined by differential leveling
 BJ3849.and adjusted by the National Geodetic Survey in February 1994..
 BJ3849
 BJ3849.The geoid height was determined by GEOID03.
 BJ3849
 BJ3849.The dynamic height is computed by dividing the NAVD 88
 BJ3849.geopotential number by the normal gravity value computed on the
 BJ3849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3849.degrees latitude (g = 980.6199 gals.).
 BJ3849
 BJ3849.The modeled gravity was interpolated from observed gravity values.
 BJ3849
 BJ3849;                    North         East    Units  Estimated Accuracy
 BJ3849;SPC LA S     -   269,590.    1,083,740.      MT  (+/- 180 meters Scaled)
 BJ3849
 BJ3849                          SUPERSEDED SURVEY CONTROL
 BJ3849
 BJ3849.No superseded survey control is available for this station.
 BJ3849
 BJ3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ429245(NAD 83)
 BJ3849_MARKER: DB = BENCH MARK DISK
 BJ3849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3849_SP_SET: CONCRETE POST
 BJ3849_STAMPING: 53V19 1985
 BJ3849_MARK LOGO: LADH  
 BJ3849_PROJECTION: FLUSH
 BJ3849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3849+STABILITY: SURFACE MOTION
 BJ3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3849+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3849
 BJ3849  HISTORY     - Date     Condition        Report By
 BJ3849  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3849  HISTORY     - 19890524 GOOD             LADTD
 BJ3849
 BJ3849                          STATION DESCRIPTION
 BJ3849
 BJ3849'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3849'5.9 KM (3.65 MI) EAST FROM KENTWOOD.
 BJ3849'THE MARK IS 1.52 M ABOVE THE HIGHWAY.
 BJ3849'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3849'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3849'THENCE EAST (LEFT) ON STATE HIGHWAY 38 FOR 5.6 KM (3.45 MI) TO THE
 BJ3849'BENCH MARK ON THE LEFT, 20.7 METERS (68 FEET) NORTH NORTHEAST OF THE
 BJ3849'CENTER OF STATE HIGHWAY 38, 19.5 METERS (64 FEET) WEST OF A TELEPHONE
 BJ3849'REPAIR BOX NO. 44, AND 0.5 METER (2.0 FEET) SOUTH SOUTHWEST OF A FIVE
 BJ3849'STAND BARBED WIRE FENCE.
 BJ3849'THE MARK IS 0.61 METERS  SSW FROM A WITNESS POST.
 BJ3849
 BJ3849                          STATION RECOVERY (1989)
 BJ3849
 BJ3849'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3849'THE STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) EAST OF KENTWOOD AND
 BJ3849'18.3 KM (11.35 MI) WEST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3849'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3849'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3849'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION STATE HIGHWAY 38.  TURN
 BJ3849'LEFT AND GO EAST FOR 5.6 KM (3.50 MI) ON HIGHWAY 38 TO THE MARK ON THE
 BJ3849'LEFT, S 20.7 M (67.9 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 BJ3849'HIGHWAY, 19.5 M (64.0 FT) WEST FROM A TELEPHONE REPAIR BOX NO 44, 0.5
 BJ3849'M (1.6 FT) SOUTH-SOUTHWEST FROM A FIVE STRAND BARBED WIRE FENCE AND
 BJ3849'0.6 M (2.0 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST WITH A SIGN
 BJ3849'ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND 1.5 M (4.9 FT) ABOVE
 BJ3849'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3538 ***********************************************************************
 BJ3538  DESIGNATION -  53 V 2 LADH
 BJ3538  PID         -  BJ3538
 BJ3538  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3538  USGS QUAD   -  WILMER (1983)
 BJ3538
 BJ3538                         *CURRENT SURVEY CONTROL
 BJ3538  ___________________________________________________________________
 BJ3538* NAD 83(1986)-  30 48 59.     (N)    090 19 11.     (W)     SCALED    
 BJ3538* NAVD 88     -        76.605  (meters)     251.33   (feet)  ADJUSTED  
 BJ3538  ___________________________________________________________________
 BJ3538  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3538  DYNAMIC HT  -          76.506 (meters)     251.00  (feet)  COMP
 BJ3538  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ3538
 BJ3538  VERT ORDER  -  SECOND    CLASS I
 BJ3538
 BJ3538.The horizontal coordinates were scaled from a topographic map and have
 BJ3538.an estimated accuracy of +/- 6 seconds.
 BJ3538
 BJ3538.The orthometric height was determined by differential leveling
 BJ3538.and adjusted by the National Geodetic Survey in February 1994..
 BJ3538
 BJ3538.The geoid height was determined by GEOID03.
 BJ3538
 BJ3538.The dynamic height is computed by dividing the NAVD 88
 BJ3538.geopotential number by the normal gravity value computed on the
 BJ3538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3538.degrees latitude (g = 980.6199 gals.).
 BJ3538
 BJ3538.The modeled gravity was interpolated from observed gravity values.
 BJ3538
 BJ3538;                    North         East    Units  Estimated Accuracy
 BJ3538;SPC LA S     -   257,200.    1,096,990.      MT  (+/- 180 meters Scaled)
 BJ3538
 BJ3538                          SUPERSEDED SURVEY CONTROL
 BJ3538
 BJ3538.No superseded survey control is available for this station.
 BJ3538
 BJ3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ564123(NAD 83)
 BJ3538_MARKER: DB = BENCH MARK DISK
 BJ3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3538_SP_SET: CONCRETE POST
 BJ3538_STAMPING: 53V2 1984
 BJ3538_MARK LOGO: LADH  
 BJ3538_PROJECTION: FLUSH
 BJ3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3538+STABILITY: SURFACE MOTION
 BJ3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3538+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 BJ3538
 BJ3538  HISTORY     - Date     Condition        Report By
 BJ3538  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3538  HISTORY     - 20030527 GOOD             LADTD
 BJ3538  HISTORY     - 20060413 POOR             NGS
 BJ3538
 BJ3538                          STATION DESCRIPTION
 BJ3538
 BJ3538'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3538'25.1 KM (15.6 MI) EAST FROM FLUKER.
 BJ3538'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3538'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3538'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 19.5 KM (12.1 MI) TO THE BENCH
 BJ3538'MARK ON THE LEFT  AT A GRAVEL ROAD LEADING INTO A GRAVEL PIT,
 BJ3538'14.3 METERS (47 FT) NORTHEAST OF THE CENTER OF THE GRAVEL PIT ROAD,
 BJ3538'13.7 METERS (45 FT) WEST OF A RIGHT-OF-WAY MARKER, AND 12.2 METERS
 BJ3538'(40 FT) NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 10.
 BJ3538'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3538'THE MARK IS 0.91 M ABOVE HIGHWAY 10.
 BJ3538
 BJ3538                          STATION RECOVERY (2003)
 BJ3538
 BJ3538'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3538'RECOVERED IN GOOD CONDITION.
 BJ3538
 BJ3538                          STATION RECOVERY (2006)
 BJ3538
 BJ3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3538'RECOVERED IN FAIR CONDITION.  PART OF MONUMENT HAS BENN BROKE AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3850 ***********************************************************************
 BJ3850  DESIGNATION -  53 V 20
 BJ3850  PID         -  BJ3850
 BJ3850  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3850  USGS QUAD   -  SPRING CREEK (1983)
 BJ3850
 BJ3850                         *CURRENT SURVEY CONTROL
 BJ3850  ___________________________________________________________________
 BJ3850* NAD 83(1986)-  30 55 35.     (N)    090 26 32.     (W)     SCALED    
 BJ3850* NAVD 88     -        83.966  (meters)     275.48   (feet)  ADJUSTED  
 BJ3850  ___________________________________________________________________
 BJ3850  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ3850  DYNAMIC HT  -          83.858 (meters)     275.12  (feet)  COMP
 BJ3850  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BJ3850
 BJ3850  VERT ORDER  -  SECOND    CLASS I
 BJ3850
 BJ3850.The horizontal coordinates were scaled from a topographic map and have
 BJ3850.an estimated accuracy of +/- 6 seconds.
 BJ3850
 BJ3850.The orthometric height was determined by differential leveling
 BJ3850.and adjusted by the National Geodetic Survey in February 1994..
 BJ3850
 BJ3850.The geoid height was determined by GEOID03.
 BJ3850
 BJ3850.The dynamic height is computed by dividing the NAVD 88
 BJ3850.geopotential number by the normal gravity value computed on the
 BJ3850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3850.degrees latitude (g = 980.6199 gals.).
 BJ3850
 BJ3850.The modeled gravity was interpolated from observed gravity values.
 BJ3850
 BJ3850;                    North         East    Units  Estimated Accuracy
 BJ3850;SPC LA S     -   269,290.    1,085,170.      MT  (+/- 180 meters Scaled)
 BJ3850
 BJ3850                          SUPERSEDED SURVEY CONTROL
 BJ3850
 BJ3850.No superseded survey control is available for this station.
 BJ3850
 BJ3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ444242(NAD 83)
 BJ3850_MARKER: DB = BENCH MARK DISK
 BJ3850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3850_SP_SET: CONCRETE POST
 BJ3850_STAMPING: 53V20 1985
 BJ3850_MARK LOGO: LADH  
 BJ3850_PROJECTION: FLUSH
 BJ3850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3850+STABILITY: SURFACE MOTION
 BJ3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3850+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 BJ3850
 BJ3850  HISTORY     - Date     Condition        Report By
 BJ3850  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3850  HISTORY     - 19890524 GOOD             LADTD
 BJ3850  HISTORY     - 20060412 GOOD             NGS
 BJ3850
 BJ3850                          STATION DESCRIPTION
 BJ3850
 BJ3850'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3850'7.5 KM (4.65 MI) EAST FROM KENTWOOD.
 BJ3850'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
 BJ3850'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3850'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3850'THENCE EAST (LEFT) ON STATE HIGHWAY 38 FOR 7.2 KM (4.45 MI) TO THE
 BJ3850'BENCH MARK ON THE RIGHT, 17.4 METERS (57 FT) WEST FROM A TELEPHONE
 BJ3850'REPAIR BOX, 15.2 METERS (50 FT) EAST OF A FENCE CORNER, 13.4 METERS
 BJ3850'(44 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 38, AND 0.61 METER (2 FT)
 BJ3850'NORTH NORTHEAST OF A FIVE STRAND BARBED WIRE FENCE.
 BJ3850'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 BJ3850
 BJ3850                          STATION RECOVERY (1989)
 BJ3850
 BJ3850'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3850'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) EAST OF KENTWOOD AND
 BJ3850'16.7 KM (10.40 MI)  WEST OF MT. HERMON.  OWNERSHIP--LOUISIANA
 BJ3850'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3850'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH 0.3 KM
 BJ3850'(0.20 MI) ON FIFTH STREET TO THE JUNCTION OF STATE HIGHWAY 38.  TURN
 BJ3850'LEFT AND GO EAST FOR 7.2 KM (4.45 MI) ON HIGHWAY 38 TO THE MARK ON THE
 BJ3850'RIGHT,  17.4 M (57.1 FT) WEST FROM A TELEPHONE JUNCTION BOX,
 BJ3850'15.2 M (49.9 FT) EAST FROM A FENCE CORNER, 13.4 M (44.0 FT) SOUTH FROM
 BJ3850'THE CENTER OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH-NORTHEAST FROM A FIVE
 BJ3850'STRAND BARBED FENCE AND 0.6 M (2.0 FT) NORTH-NORTHEAST FROM A METAL
 BJ3850'WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND
 BJ3850'AND 0.3 M (1.0 FT) ABOVE THE HIGHWAY.
 BJ3850
 BJ3850                          STATION RECOVERY (2006)
 BJ3850
 BJ3850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3850'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3851 ***********************************************************************
 BJ3851  DESIGNATION -  53 V 21
 BJ3851  PID         -  BJ3851
 BJ3851  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3851  USGS QUAD   -  SPRING CREEK (1983)
 BJ3851
 BJ3851                         *CURRENT SURVEY CONTROL
 BJ3851  ___________________________________________________________________
 BJ3851* NAD 83(1986)-  30 55 35.     (N)    090 25 36.     (W)     SCALED    
 BJ3851* NAVD 88     -        84.879  (meters)     278.47   (feet)  ADJUSTED  
 BJ3851  ___________________________________________________________________
 BJ3851  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3851  DYNAMIC HT  -          84.770 (meters)     278.12  (feet)  COMP
 BJ3851  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BJ3851
 BJ3851  VERT ORDER  -  SECOND    CLASS I
 BJ3851
 BJ3851.The horizontal coordinates were scaled from a topographic map and have
 BJ3851.an estimated accuracy of +/- 6 seconds.
 BJ3851
 BJ3851.The orthometric height was determined by differential leveling
 BJ3851.and adjusted by the National Geodetic Survey in February 1994..
 BJ3851
 BJ3851.The geoid height was determined by GEOID03.
 BJ3851
 BJ3851.The dynamic height is computed by dividing the NAVD 88
 BJ3851.geopotential number by the normal gravity value computed on the
 BJ3851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3851.degrees latitude (g = 980.6199 gals.).
 BJ3851
 BJ3851.The modeled gravity was interpolated from observed gravity values.
 BJ3851
 BJ3851;                    North         East    Units  Estimated Accuracy
 BJ3851;SPC LA S     -   269,310.    1,086,660.      MT  (+/- 180 meters Scaled)
 BJ3851
 BJ3851                          SUPERSEDED SURVEY CONTROL
 BJ3851
 BJ3851.No superseded survey control is available for this station.
 BJ3851
 BJ3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ458242(NAD 83)
 BJ3851_MARKER: DB = BENCH MARK DISK
 BJ3851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3851_SP_SET: CONCRETE POST
 BJ3851_STAMPING: 53V21 1985
 BJ3851_MARK LOGO: LADH  
 BJ3851_PROJECTION: FLUSH
 BJ3851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3851+STABILITY: SURFACE MOTION
 BJ3851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3851+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3851
 BJ3851  HISTORY     - Date     Condition        Report By
 BJ3851  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3851  HISTORY     - 19890524 GOOD             LADTD
 BJ3851
 BJ3851                          STATION DESCRIPTION
 BJ3851
 BJ3851'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3851'9.1 KM (5.65 MI) EAST FROM KENTWOOD.
 BJ3851'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
 BJ3851'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3851'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3851'THENCE EAST (LEFT) ON STATE HIGHWAY 38 FOR 8.8 KM (5.45 MI) TO THE
 BJ3851'BENCH MARK ON THE RIGHT, 29.0 METERS (95 FT) EAST OF THE CENTER OF A
 BJ3851'GRAVEL DRIVE LEADING TO A BROWN WOODFRAME HOUSE, 12.8 METERS (42 FT)
 BJ3851'SOUTH OF THE CENTER OF STATE HIGHWAY 38, 7.6 METERS (25 FT) EAST
 BJ3851'NORTHEAST OF A 24-INCH WHITE OAK TREE, AND 0.5 METER (1.5 FT) NORTH OF
 BJ3851'A WHITE BOARD FENCE.
 BJ3851'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3851
 BJ3851                          STATION RECOVERY (1989)
 BJ3851
 BJ3851'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3851'THE STATION IS LOCATED ABOUT 9.1 KM (5.65 MI) EAST OF KENTWOOD AND
 BJ3851'15.1 KM (9.40 MI) WEST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3851'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3851'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3851'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3851'TURN LEFT AND GO EAST FOR 8.8 KM (5.45 MI) ON HIGHWAY 38 TO THE MARK
 BJ3851'ON THE RIGHT,  29.0 M (95.1 FT) EAST FROM THE CENTER OF A GRAVEL
 BJ3851'DRIVE, 12.8 M (42.0 FT) SOUTH FROM THE CENTER OF THE HIGHWAY, 7.6 M
 BJ3851'(24.9 FT) EAST-NORTHEAST FROM 60 CM WHITE OAK TREE, 0.5 M (1.6 FT)
 BJ3851'NORTH FROM A WHITE BOARD FENCE, AND 0.5 M (1.6 FT) NORTH FROM A METAL
 BJ3851'WITNESS POST WITH A SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND
 BJ3851'AND 0.9 METERS ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3852 ***********************************************************************
 BJ3852  DESIGNATION -  53 V 22
 BJ3852  PID         -  BJ3852
 BJ3852  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3852  USGS QUAD   -  SPRING CREEK (1983)
 BJ3852
 BJ3852                         *CURRENT SURVEY CONTROL
 BJ3852  ___________________________________________________________________
 BJ3852* NAD 83(1986)-  30 55 35.     (N)    090 24 38.     (W)     SCALED    
 BJ3852* NAVD 88     -        98.537  (meters)     323.28   (feet)  ADJUSTED  
 BJ3852  ___________________________________________________________________
 BJ3852  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3852  DYNAMIC HT  -          98.411 (meters)     322.87  (feet)  COMP
 BJ3852  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 BJ3852
 BJ3852  VERT ORDER  -  SECOND    CLASS I
 BJ3852
 BJ3852.The horizontal coordinates were scaled from a topographic map and have
 BJ3852.an estimated accuracy of +/- 6 seconds.
 BJ3852
 BJ3852.The orthometric height was determined by differential leveling
 BJ3852.and adjusted by the National Geodetic Survey in February 1994..
 BJ3852
 BJ3852.The geoid height was determined by GEOID03.
 BJ3852
 BJ3852.The dynamic height is computed by dividing the NAVD 88
 BJ3852.geopotential number by the normal gravity value computed on the
 BJ3852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3852.degrees latitude (g = 980.6199 gals.).
 BJ3852
 BJ3852.The modeled gravity was interpolated from observed gravity values.
 BJ3852
 BJ3852;                    North         East    Units  Estimated Accuracy
 BJ3852;SPC LA S     -   269,320.    1,088,200.      MT  (+/- 180 meters Scaled)
 BJ3852
 BJ3852                          SUPERSEDED SURVEY CONTROL
 BJ3852
 BJ3852.No superseded survey control is available for this station.
 BJ3852
 BJ3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ474243(NAD 83)
 BJ3852_MARKER: DB = BENCH MARK DISK
 BJ3852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3852_SP_SET: CONCRETE POST
 BJ3852_STAMPING: 53V22 1985
 BJ3852_MARK LOGO: LADH  
 BJ3852_PROJECTION: FLUSH
 BJ3852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3852+STABILITY: SURFACE MOTION
 BJ3852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3852+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 BJ3852
 BJ3852  HISTORY     - Date     Condition        Report By
 BJ3852  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3852  HISTORY     - 19890524 GOOD             LADTD
 BJ3852  HISTORY     - 20060412 GOOD             NGS
 BJ3852
 BJ3852                          STATION DESCRIPTION
 BJ3852
 BJ3852'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3852'10.8 KM (6.9 MI) EAST FROM KENTWOOD.
 BJ3852'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
 BJ3852'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3852'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3852'THENCE EAST (LEFT) ON STATE HIGHWAY 38 FOR 10.5 KM (6.7 MI) TO THE
 BJ3852'BENCH MARK ON THE RIGHT, 11.7 METERS (38.5 FT) SOUTH OF THE CENTER OF
 BJ3852'STATE HIGHWAY 38, 4.0 METERS (13 FT) WEST OF THE CENTER OF DOUBLE IRON
 BJ3852'GATES, AND 0.61 METER (2 FT) NORTH OF A FIVE STRAND BARBED WIRE FENCE.
 BJ3852'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 BJ3852
 BJ3852                          STATION RECOVERY (1989)
 BJ3852
 BJ3852'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3852'THE STATION IS LOCATED ABOUT 13.1 KM (8.15 MI) WEST OF MT. HERMON AND
 BJ3852'11.1 KM (6.90 MI) SOUTHEAST OF KENTWOOD.  OWNERSHIP--LOUISIANA
 BJ3852'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3852'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3852'KM (0.20 MI) ON FIFTH STREET TO THE JUNCITON OF STATE HIGHWAY 38. TURN
 BJ3852'LEFT AND GO EAST FOR 10.9 KM (6.75 MI) TO THE MARK ON THE RIGHT.
 BJ3852'THE STATION IS 11.7 M (38.4 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BJ3852'4.0 M (13.1 FT) WEST FROM THE CENTER OF DOUBLE IRON GATES, 0.61 M
 BJ3852'(2.0 FT) NORTH FROM A FIVE STRAND ABARBED WIRE FENCE, AND 0.45 M
 BJ3852'(1.5 FT) NORTH FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 BJ3852'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BJ3852
 BJ3852                          STATION RECOVERY (2006)
 BJ3852
 BJ3852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3852'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3853 ***********************************************************************
 BJ3853  DESIGNATION -  53 V 23
 BJ3853  PID         -  BJ3853
 BJ3853  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3853  USGS QUAD   -  SPRING CREEK (1983)
 BJ3853
 BJ3853                         *CURRENT SURVEY CONTROL
 BJ3853  ___________________________________________________________________
 BJ3853* NAD 83(1986)-  30 55 39.     (N)    090 23 32.     (W)     SCALED    
 BJ3853* NAVD 88     -        94.551  (meters)     310.21   (feet)  ADJUSTED  
 BJ3853  ___________________________________________________________________
 BJ3853  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3853  DYNAMIC HT  -          94.430 (meters)     309.81  (feet)  COMP
 BJ3853  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 BJ3853
 BJ3853  VERT ORDER  -  SECOND    CLASS I
 BJ3853
 BJ3853.The horizontal coordinates were scaled from a topographic map and have
 BJ3853.an estimated accuracy of +/- 6 seconds.
 BJ3853
 BJ3853.The orthometric height was determined by differential leveling
 BJ3853.and adjusted by the National Geodetic Survey in February 1994..
 BJ3853
 BJ3853.The geoid height was determined by GEOID03.
 BJ3853
 BJ3853.The dynamic height is computed by dividing the NAVD 88
 BJ3853.geopotential number by the normal gravity value computed on the
 BJ3853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3853.degrees latitude (g = 980.6199 gals.).
 BJ3853
 BJ3853.The modeled gravity was interpolated from observed gravity values.
 BJ3853
 BJ3853;                    North         East    Units  Estimated Accuracy
 BJ3853;SPC LA S     -   269,460.    1,089,950.      MT  (+/- 180 meters Scaled)
 BJ3853
 BJ3853                          SUPERSEDED SURVEY CONTROL
 BJ3853
 BJ3853.No superseded survey control is available for this station.
 BJ3853
 BJ3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ491244(NAD 83)
 BJ3853_MARKER: DB = BENCH MARK DISK
 BJ3853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3853_SP_SET: CONCRETE POST
 BJ3853_STAMPING: 53V23 1985
 BJ3853_MARK LOGO: LADH  
 BJ3853_PROJECTION: FLUSH
 BJ3853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3853+STABILITY: SURFACE MOTION
 BJ3853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3853+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 BJ3853
 BJ3853  HISTORY     - Date     Condition        Report By
 BJ3853  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3853  HISTORY     - 19890524 GOOD             LADTD
 BJ3853  HISTORY     - 20060412 GOOD             NGS
 BJ3853
 BJ3853                          STATION DESCRIPTION
 BJ3853
 BJ3853'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3853'12.6 KM (7.85 MI) EAST FROM KENTWOOD.
 BJ3853'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3853'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3853'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3853'THENCE EAST (LEFT) ON STATE HIGHWAY 38 FOR 12.3 KM (7.65 MI) TO THE
 BJ3853'BENCH MARK ON THE RIGHT, 25.8 METERS (84.5 FT) EAST OF THE EAST PAVED
 BJ3853'DRIVE LEADING TO A BRICK HOME BELONGING TO KARIE DOROTHY BLADES,
 BJ3853'13.3 METERS (43.5 FT) EAST OF A POWER POLE WITH A TRANSFORMER,
 BJ3853'10.7 METERS (35 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 38, AND
 BJ3853'0.30 METERS (1 FT) NORTH OF A FIVE STRAND BARBED WIRE FENCE.
 BJ3853'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3853
 BJ3853                          STATION RECOVERY (1989)
 BJ3853
 BJ3853'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3853'THE STATION IS LOCATED ABOUT 11.6 KM (7.20 MI) WEST OF MT. HERMON AND
 BJ3853'12.6 KM (7.85 MI) EAST OF KENTWOOD.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3853'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3853'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3853'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION OF STATE HIGHWAY 38. TURN
 BJ3853'LEFT AND GO EAST ON HIGHWAY 38 FOR 12.3 KM (7.65 MI) TO THE STATION ON
 BJ3853'THE RIGHT,  25.8 M (84.6 FT) EAST FROM THE EAST PAVED DRIVE LEADING
 BJ3853'TO A BRICK HOME, 13.3 M (43.6 FT) EAST FROM A POWER POLE WITH A
 BJ3853'TRANSFORMER, 10.7 M (35.1 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BJ3853'0.3 M (1.0 FT) NORTH FROM A FIVE STRAND BARBED WIRE FENCE AND 0.3 M
 BJ3853'(1.0 FT) NORTH FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 BJ3853'AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ3853
 BJ3853                          STATION RECOVERY (2006)
 BJ3853
 BJ3853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3853'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3854 ***********************************************************************
 BJ3854  DESIGNATION -  53 V 24
 BJ3854  PID         -  BJ3854
 BJ3854  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3854  USGS QUAD   -  SPRING CREEK (1983)
 BJ3854
 BJ3854                         *CURRENT SURVEY CONTROL
 BJ3854  ___________________________________________________________________
 BJ3854* NAD 83(1986)-  30 55 55.     (N)    090 22 34.     (W)     SCALED    
 BJ3854* NAVD 88     -        82.193  (meters)     269.66   (feet)  ADJUSTED  
 BJ3854  ___________________________________________________________________
 BJ3854  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3854  DYNAMIC HT  -          82.087 (meters)     269.31  (feet)  COMP
 BJ3854  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BJ3854
 BJ3854  VERT ORDER  -  SECOND    CLASS I
 BJ3854
 BJ3854.The horizontal coordinates were scaled from a topographic map and have
 BJ3854.an estimated accuracy of +/- 6 seconds.
 BJ3854
 BJ3854.The orthometric height was determined by differential leveling
 BJ3854.and adjusted by the National Geodetic Survey in February 1994..
 BJ3854
 BJ3854.The geoid height was determined by GEOID03.
 BJ3854
 BJ3854.The dynamic height is computed by dividing the NAVD 88
 BJ3854.geopotential number by the normal gravity value computed on the
 BJ3854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3854.degrees latitude (g = 980.6199 gals.).
 BJ3854
 BJ3854.The modeled gravity was interpolated from observed gravity values.
 BJ3854
 BJ3854;                    North         East    Units  Estimated Accuracy
 BJ3854;SPC LA S     -   269,960.    1,091,490.      MT  (+/- 180 meters Scaled)
 BJ3854
 BJ3854                          SUPERSEDED SURVEY CONTROL
 BJ3854
 BJ3854.No superseded survey control is available for this station.
 BJ3854
 BJ3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ507250(NAD 83)
 BJ3854_MARKER: DB = BENCH MARK DISK
 BJ3854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3854_SP_SET: CONCRETE POST
 BJ3854_STAMPING: 53V24 1985
 BJ3854_MARK LOGO: LADH  
 BJ3854_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3854+STABILITY: SURFACE MOTION
 BJ3854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3854+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ3854
 BJ3854  HISTORY     - Date     Condition        Report By
 BJ3854  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3854  HISTORY     - 19890524 GOOD             LADTD
 BJ3854  HISTORY     - 20060413 GOOD             NGS
 BJ3854
 BJ3854                          STATION DESCRIPTION
 BJ3854
 BJ3854'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3854'14.2 KM (8.85 MI) EAST FROM KENTWOOD.
 BJ3854'THE MARK IS 0.91 M BELOW THE HIGHWAY.
 BJ3854'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3854'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3854'THENCE EAST (LEFT) ON STATE HIGHWAY 38 FOR 13.9 KM (8.65 MI) TO THE
 BJ3854'BENCH MARK ON THE RIGHT, 29.3 METERS (96 FT) WEST OF A POWER POLE,
 BJ3854'13.4 METERS (44 FT) SOUTH OF THE CENTER OF HIGHWAY 38, 7.9 METERS
 BJ3854'(26 FT) WEST OF THE CENTER OF A GRAVEL DRIVE LEADING TO A BRICK FRAME
 BJ3854'HOUSE BELONGING TO MR. R. C. BASS, AND 7.6 METERS (25 FT) SOUTHWEST
 BJ3854'FROM THE WEST END OF THE CONCRETE CULVERT UNDER THE GRAVEL DRIVE
 BJ3854'LEADING TO THE HOME OF MR. R. C. BASS.
 BJ3854'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3854
 BJ3854                          STATION RECOVERY (1989)
 BJ3854
 BJ3854'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3854'THE STATION IS LOCATED ABOUT 12.6 KM (7.85 MI) EAST OF KENTWOOD AND
 BJ3854'10.0 KM (6.20 MI) WEST OF MT. HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3854'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3854'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD, GO SOUTH FOR
 BJ3854'0.3 KM (0.20 MI) ON FIFTH STREET TO THE JUNCITON OF STATE HIGHWAY 38.
 BJ3854'TURN LEFT AND GO EAST ON HIGHWAY 38 FOR 13.9 KM (8.65 MI) TO THE
 BJ3854'STATION ON THE RIGHT.
 BJ3854'THE STATION IS 29.3 KM (18.20 MI) WEST FROM A POWER POLE, 13.4 M
 BJ3854'(44.0 FT) SOUTH FROM THE CENTER OF HIGHWAY 38, 7.9 M (25.9 FT) WEST
 BJ3854'FROM THE CENTER OF A GRAVEL DRIVE LEADING TO A BRICK FRAME HOUSE, 7.6
 BJ3854'M (24.9 FT) SOUTHWEST FROM THE WEST END OF A CONCRETE CULVERT UNDER
 BJ3854'THE GRAVEL DRIVE LEADING TO THE HOUSE, AND 0.3 M (1.0 FT) SOUTH FROM A
 BJ3854'WITNESS POST.  THE MARK IS RECESSED 3 CM BELOW THE SURFACE OF THE
 BJ3854'GROUND AND 0.91 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ3854
 BJ3854                          STATION RECOVERY (2006)
 BJ3854
 BJ3854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3854'RECOVERED IN GOOD CONDITION.  ADD--6.6 FEET NORTH OF A CARSONITE
 BJ3854'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3855 ***********************************************************************
 BJ3855  DESIGNATION -  53 V 25
 BJ3855  PID         -  BJ3855
 BJ3855  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3855  USGS QUAD   -  MOUNT HERMON (1983)
 BJ3855
 BJ3855                         *CURRENT SURVEY CONTROL
 BJ3855  ___________________________________________________________________
 BJ3855* NAD 83(1986)-  30 56 19.     (N)    090 21 36.     (W)     SCALED    
 BJ3855* NAVD 88     -        90.087  (meters)     295.56   (feet)  ADJUSTED  
 BJ3855  ___________________________________________________________________
 BJ3855  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3855  DYNAMIC HT  -          89.972 (meters)     295.18  (feet)  COMP
 BJ3855  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 BJ3855
 BJ3855  VERT ORDER  -  SECOND    CLASS I
 BJ3855
 BJ3855.The horizontal coordinates were scaled from a topographic map and have
 BJ3855.an estimated accuracy of +/- 6 seconds.
 BJ3855
 BJ3855.The orthometric height was determined by differential leveling
 BJ3855.and adjusted by the National Geodetic Survey in February 1994..
 BJ3855
 BJ3855.The geoid height was determined by GEOID03.
 BJ3855
 BJ3855.The dynamic height is computed by dividing the NAVD 88
 BJ3855.geopotential number by the normal gravity value computed on the
 BJ3855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3855.degrees latitude (g = 980.6199 gals.).
 BJ3855
 BJ3855.The modeled gravity was interpolated from observed gravity values.
 BJ3855
 BJ3855;                    North         East    Units  Estimated Accuracy
 BJ3855;SPC LA S     -   270,710.    1,093,020.      MT  (+/- 180 meters Scaled)
 BJ3855
 BJ3855                          SUPERSEDED SURVEY CONTROL
 BJ3855
 BJ3855.No superseded survey control is available for this station.
 BJ3855
 BJ3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ522257(NAD 83)
 BJ3855_MARKER: DB = BENCH MARK DISK
 BJ3855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3855_SP_SET: CONCRETE POST
 BJ3855_STAMPING: 53V25 1985
 BJ3855_MARK LOGO: LADH  
 BJ3855_PROJECTION: FLUSH
 BJ3855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3855+STABILITY: SURFACE MOTION
 BJ3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3855+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3855
 BJ3855  HISTORY     - Date     Condition        Report By
 BJ3855  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3855  HISTORY     - 19890524 GOOD             LADTD
 BJ3855
 BJ3855                          STATION DESCRIPTION
 BJ3855
 BJ3855'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3855'8.3 KM (5.2 MI) WEST FROM MT HERMAN.
 BJ3855'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3855'ABOUT 0.2 KM (0.12 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3855'IN MT HERMAN TO THE JUNCTION OF HIGHWAY 438 AND STATE HIGHWAY 38,
 BJ3855'THENCE WEST (RIGHT) ON HIGHWAY 38 FOR 8.1 KM (5.05 MI) TO THE BENCH
 BJ3855'MARK ON THE RIGHT, ALSO ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET
 BJ3855'FROM THE POST OFFICE IN KENTWOOD TO THE INTERSECTION OF FIFTH STREET
 BJ3855'AND STATE HIGHWAY 38, THENCE EAST (LEFT) ON HIGHWAY 38 FOR 15.8 KM
 BJ3855'(9.8 MI) TO THE BENCH MARK ON THE LEFT, 14.3 METERS (47 FT) WEST
 BJ3855'NORTHWEST OF THE WEST END OF A METAL CULVERT UNDER DRIVE LEADING INTO
 BJ3855'A FIELD, 12.5 METERS (41 FT) NORTH OF THE CENTER OF HIGHWAY 38,
 BJ3855'4.5 METERS (15 FT) EAST SOUTHEAST OF AN 18-INCH CHIN PIN NUT TREE, AND
 BJ3855'1.2 METERS WEST OF AN 18 INCH OAK TREE.
 BJ3855'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3855
 BJ3855                          STATION RECOVERY (1989)
 BJ3855
 BJ3855'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3855'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST OF KENTWOOD AND
 BJ3855'8.3 KM (5.15 MI) SOUTHWEST OF MT HERMON.  OWNERSHIP--LOUISIANA
 BJ3855'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3855'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3855'0.2 KM (0.10 MI)  ON STATE HIGHWAY 438 TO THE JUNCTION OF STATE
 BJ3855'HIGHWAY 38.  TURN RIGHT AND GO WEST ON HIGHWAY 38 FOR 8.1 KM
 BJ3855'(5.05 MI) TO THE STATION ON THE RIGHT.
 BJ3855'THE STATION IS 14.3 M (46.9 FT) WEST-NORTHWEST FROM THE WEST END OF A
 BJ3855'METAL CULVERT UNDER A DRIVE LEADING INTO A FIELD, 12.5 M (41.0 FT)
 BJ3855'NORTH FROM THE CENTER OF THE HIGHWAY, 4.5 M (14.8 FT) EAST-SOUTHEAST
 BJ3855'FROM A 46 CM CHIN PIN NUT TREE, AND 0.61 M (2.0 FT) SOUTH FROM A
 BJ3855'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND LEVEL WITH THE
 BJ3855'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3540 ***********************************************************************
 BJ3540  DESIGNATION -  53 V 3 LADH
 BJ3540  PID         -  BJ3540
 BJ3540  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3540  USGS QUAD   -  WILMER (1983)
 BJ3540
 BJ3540                         *CURRENT SURVEY CONTROL
 BJ3540  ___________________________________________________________________
 BJ3540* NAD 83(1986)-  30 48 54.     (N)    090 20 51.     (W)     SCALED    
 BJ3540* NAVD 88     -        69.709  (meters)     228.70   (feet)  ADJUSTED  
 BJ3540  ___________________________________________________________________
 BJ3540  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3540  DYNAMIC HT  -          69.619 (meters)     228.41  (feet)  COMP
 BJ3540  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ3540
 BJ3540  VERT ORDER  -  SECOND    CLASS I
 BJ3540
 BJ3540.The horizontal coordinates were scaled from a topographic map and have
 BJ3540.an estimated accuracy of +/- 6 seconds.
 BJ3540
 BJ3540.The orthometric height was determined by differential leveling
 BJ3540.and adjusted by the National Geodetic Survey in February 1994..
 BJ3540
 BJ3540.The geoid height was determined by GEOID03.
 BJ3540
 BJ3540.The dynamic height is computed by dividing the NAVD 88
 BJ3540.geopotential number by the normal gravity value computed on the
 BJ3540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3540.degrees latitude (g = 980.6199 gals.).
 BJ3540
 BJ3540.The modeled gravity was interpolated from observed gravity values.
 BJ3540
 BJ3540;                    North         East    Units  Estimated Accuracy
 BJ3540;SPC LA S     -   257,020.    1,094,330.      MT  (+/- 180 meters Scaled)
 BJ3540
 BJ3540                          SUPERSEDED SURVEY CONTROL
 BJ3540
 BJ3540.No superseded survey control is available for this station.
 BJ3540
 BJ3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ537121(NAD 83)
 BJ3540_MARKER: DB = BENCH MARK DISK
 BJ3540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3540_SP_SET: CONCRETE POST
 BJ3540_STAMPING: 53V3 1984
 BJ3540_MARK LOGO: LADH  
 BJ3540_PROJECTION: FLUSH
 BJ3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3540+STABILITY: SURFACE MOTION
 BJ3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3540+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ3540
 BJ3540  HISTORY     - Date     Condition        Report By
 BJ3540  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3540  HISTORY     - 20030527 GOOD             LADTD
 BJ3540  HISTORY     - 20060413 GOOD             NGS
 BJ3540
 BJ3540                          STATION DESCRIPTION
 BJ3540
 BJ3540'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3540'22.2 KM (13.8 MI) EAST FROM FLUKER.
 BJ3540'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3540'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3540'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 16.6 KM (10.3 MI) TO THE BENCH
 BJ3540'MARK ON THE LEFT AT A BOARD FENCE, 11.6 METERS (38 FT) NORTHWEST OF
 BJ3540'THE CENTER OF HIGHWAY 10, 7.9 METERS (26 FT) EAST OF THE CENTER OF A
 BJ3540'GRAVEL DRIVE, 1.4 METERS (4.5 FT) EAST OF A TELEPHONE JUNCTION BOX,
 BJ3540'AND 0.6 METER (2 FT) SOUTH OF A BOARD FENCE.
 BJ3540'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3540'THE MARK IS 0.30 M BELOW HIGHWAY 10.
 BJ3540
 BJ3540                          STATION RECOVERY (2003)
 BJ3540
 BJ3540'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3540'RECOVERED IN GOOD CONDITION.
 BJ3540
 BJ3540                          STATION RECOVERY (2006)
 BJ3540
 BJ3540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3540'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3541 ***********************************************************************
 BJ3541  DESIGNATION -  53 V 4 LADH
 BJ3541  PID         -  BJ3541
 BJ3541  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3541  USGS QUAD   -  WILMER (1983)
 BJ3541
 BJ3541                         *CURRENT SURVEY CONTROL
 BJ3541  ___________________________________________________________________
 BJ3541* NAD 83(1986)-  30 48 49.     (N)    090 21 43.     (W)     SCALED    
 BJ3541* NAVD 88     -        64.594  (meters)     211.92   (feet)  ADJUSTED  
 BJ3541  ___________________________________________________________________
 BJ3541  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3541  DYNAMIC HT  -          64.510 (meters)     211.65  (feet)  COMP
 BJ3541  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BJ3541
 BJ3541  VERT ORDER  -  SECOND    CLASS I
 BJ3541
 BJ3541.The horizontal coordinates were scaled from a topographic map and have
 BJ3541.an estimated accuracy of +/- 6 seconds.
 BJ3541
 BJ3541.The orthometric height was determined by differential leveling
 BJ3541.and adjusted by the National Geodetic Survey in February 1994..
 BJ3541
 BJ3541.The geoid height was determined by GEOID03.
 BJ3541
 BJ3541.The dynamic height is computed by dividing the NAVD 88
 BJ3541.geopotential number by the normal gravity value computed on the
 BJ3541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3541.degrees latitude (g = 980.6199 gals.).
 BJ3541
 BJ3541.The modeled gravity was interpolated from observed gravity values.
 BJ3541
 BJ3541;                    North         East    Units  Estimated Accuracy
 BJ3541;SPC LA S     -   256,850.    1,092,950.      MT  (+/- 180 meters Scaled)
 BJ3541
 BJ3541                          SUPERSEDED SURVEY CONTROL
 BJ3541
 BJ3541.No superseded survey control is available for this station.
 BJ3541
 BJ3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ523119(NAD 83)
 BJ3541_MARKER: DB = BENCH MARK DISK
 BJ3541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3541_SP_SET: CONCRETE POST
 BJ3541_STAMPING: 53V4 1984
 BJ3541_MARK LOGO: LADH  
 BJ3541_PROJECTION: FLUSH
 BJ3541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3541+STABILITY: SURFACE MOTION
 BJ3541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3541+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ3541
 BJ3541  HISTORY     - Date     Condition        Report By
 BJ3541  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3541  HISTORY     - 20030527 GOOD             LADTD
 BJ3541  HISTORY     - 20060413 GOOD             NGS
 BJ3541
 BJ3541                          STATION DESCRIPTION
 BJ3541
 BJ3541'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3541'20.8 KM (12.9 MI) EAST FROM FLUKER.
 BJ3541'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3541'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3541'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 15.1 KM (9.4 MI) TO THE JUNCTION
 BJ3541'WITH STATE HIGHWAY 1061 IN WILMER WITH THE BENCH MARK ON THE RIGHT SET
 BJ3541'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION, 31.1 METERS (102 FT)
 BJ3541'EAST OF THE CENTER OF THE RIGHT TURN LANE OF HIGHWAY 1061 ONTO HIGHWAY
 BJ3541'10 EAST 11.9 METERS (39 FT) SOUTH OF THE CENTER OF HIGHWAY 10, AND
 BJ3541'0.8 METER (2.5 FT) NORTHWEST OF A FENCE CORNER.
 BJ3541'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ3541'THE MARK IS 0.30 M BELOW HIGHWAY 10.
 BJ3541
 BJ3541                          STATION RECOVERY (2003)
 BJ3541
 BJ3541'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3541'OMIT FROM DESCRIPTION, 2.5 FT NORTHWEST FROM A FENCE CORNER, ADD 1.5
 BJ3541'FT EAST-SOUTHEAST FROM A POWER POLE.
 BJ3541
 BJ3541                          STATION RECOVERY (2006)
 BJ3541
 BJ3541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3541'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3542 ***********************************************************************
 BJ3542  DESIGNATION -  53 V 5 LADH
 BJ3542  PID         -  BJ3542
 BJ3542  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3542  USGS QUAD   -  CHESBROUGH (1983)
 BJ3542
 BJ3542                         *CURRENT SURVEY CONTROL
 BJ3542  ___________________________________________________________________
 BJ3542* NAD 83(1986)-  30 48 57.     (N)    090 22 42.     (W)     SCALED    
 BJ3542* NAVD 88     -        60.958  (meters)     199.99   (feet)  ADJUSTED  
 BJ3542  ___________________________________________________________________
 BJ3542  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3542  DYNAMIC HT  -          60.879 (meters)     199.73  (feet)  COMP
 BJ3542  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ3542
 BJ3542  VERT ORDER  -  SECOND    CLASS I
 BJ3542
 BJ3542.The horizontal coordinates were scaled from a topographic map and have
 BJ3542.an estimated accuracy of +/- 6 seconds.
 BJ3542
 BJ3542.The orthometric height was determined by differential leveling
 BJ3542.and adjusted by the National Geodetic Survey in February 1994..
 BJ3542
 BJ3542.The geoid height was determined by GEOID03.
 BJ3542
 BJ3542.The dynamic height is computed by dividing the NAVD 88
 BJ3542.geopotential number by the normal gravity value computed on the
 BJ3542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3542.degrees latitude (g = 980.6199 gals.).
 BJ3542
 BJ3542.The modeled gravity was interpolated from observed gravity values.
 BJ3542
 BJ3542;                    North         East    Units  Estimated Accuracy
 BJ3542;SPC LA S     -   257,090.    1,091,380.      MT  (+/- 180 meters Scaled)
 BJ3542
 BJ3542                          SUPERSEDED SURVEY CONTROL
 BJ3542
 BJ3542.No superseded survey control is available for this station.
 BJ3542
 BJ3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ508121(NAD 83)
 BJ3542_MARKER: DB = BENCH MARK DISK
 BJ3542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3542_SP_SET: CONCRETE POST
 BJ3542_STAMPING: 53V5 1984
 BJ3542_MARK LOGO: LADH  
 BJ3542_PROJECTION: FLUSH
 BJ3542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3542+STABILITY: SURFACE MOTION
 BJ3542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3542+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ3542
 BJ3542  HISTORY     - Date     Condition        Report By
 BJ3542  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3542  HISTORY     - 20030527 GOOD             LADTD
 BJ3542  HISTORY     - 20060413 GOOD             NGS
 BJ3542
 BJ3542                          STATION DESCRIPTION
 BJ3542
 BJ3542'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3542'19.3 KM (12 MI) EAST FROM FLUKER.
 BJ3542'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3542'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3542'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 13.7 KM (8.5 MI) TO THE BENCH
 BJ3542'MARK ON THE LEFT NEAR A POWER POLE, 12 METERS (39.5 FT)
 BJ3542'NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 10, 2.3 METERS (7.5 FT)
 BJ3542'EAST-SOUTHEAST OF A RIGHT-OF-WAY MARKER, 1.7 METERS (5.5 FT)
 BJ3542'EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX, AND 1.5 METERS (5 FT)
 BJ3542'EAST-SOUTHEAST OF A POWER POLE.
 BJ3542'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ3542'THE MARK IS 1.22 M ABOVE HIGHWAY 10.
 BJ3542
 BJ3542                          STATION RECOVERY (2003)
 BJ3542
 BJ3542'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3542'RECOVERED IN GOOD CONDITION.
 BJ3542
 BJ3542                          STATION RECOVERY (2006)
 BJ3542
 BJ3542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3542'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3543 ***********************************************************************
 BJ3543  DESIGNATION -  53 V 6 LADH
 BJ3543  PID         -  BJ3543
 BJ3543  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3543  USGS QUAD   -  CHESBROUGH (1983)
 BJ3543
 BJ3543                         *CURRENT SURVEY CONTROL
 BJ3543  ___________________________________________________________________
 BJ3543* NAD 83(1986)-  30 48 31.     (N)    090 23 45.     (W)     SCALED    
 BJ3543* NAVD 88     -        54.493  (meters)     178.78   (feet)  ADJUSTED  
 BJ3543  ___________________________________________________________________
 BJ3543  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3543  DYNAMIC HT  -          54.422 (meters)     178.55  (feet)  COMP
 BJ3543  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ3543
 BJ3543  VERT ORDER  -  SECOND    CLASS I
 BJ3543
 BJ3543.The horizontal coordinates were scaled from a topographic map and have
 BJ3543.an estimated accuracy of +/- 6 seconds.
 BJ3543
 BJ3543.The orthometric height was determined by differential leveling
 BJ3543.and adjusted by the National Geodetic Survey in February 1994..
 BJ3543
 BJ3543.The geoid height was determined by GEOID03.
 BJ3543
 BJ3543.The dynamic height is computed by dividing the NAVD 88
 BJ3543.geopotential number by the normal gravity value computed on the
 BJ3543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3543.degrees latitude (g = 980.6199 gals.).
 BJ3543
 BJ3543.The modeled gravity was interpolated from observed gravity values.
 BJ3543
 BJ3543;                    North         East    Units  Estimated Accuracy
 BJ3543;SPC LA S     -   256,270.    1,089,720.      MT  (+/- 180 meters Scaled)
 BJ3543
 BJ3543                          SUPERSEDED SURVEY CONTROL
 BJ3543
 BJ3543.No superseded survey control is available for this station.
 BJ3543
 BJ3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ491112(NAD 83)
 BJ3543_MARKER: DB = BENCH MARK DISK
 BJ3543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3543_SP_SET: CONCRETE POST
 BJ3543_STAMPING: 53V6 1984
 BJ3543_MARK LOGO: LADH  
 BJ3543_PROJECTION: FLUSH
 BJ3543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3543+STABILITY: SURFACE MOTION
 BJ3543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3543+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 BJ3543
 BJ3543  HISTORY     - Date     Condition        Report By
 BJ3543  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3543  HISTORY     - 20030527 GOOD             LADTD
 BJ3543
 BJ3543                          STATION DESCRIPTION
 BJ3543
 BJ3543'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3543'17.5 KM (10.9 MI) EAST FROM FLUKER.
 BJ3543'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3543'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3543'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 11.9 KM (7.4 MI) TO THE BENCH
 BJ3543'MARK ON THE RIGHT NEAR A DRIVE LEADING INTO A PASTURE, 31.4 METERS
 BJ3543'(103 FT) EAST-NORTHEAST OF A POWER POLE WITH TRANSFORMER, 11.9 METERS
 BJ3543'(39 FT) SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 10, 10.1 METERS
 BJ3543'(33 FT) SOUTH-SOUTHWEST OF A METAL PIPE UNDER DRIVE LEADING INTO
 BJ3543'PASTURE, AND 0.8 METER (2.5 FT) NORTHWEST OF CORNER OF A BARB WIRE
 BJ3543'FENCE.
 BJ3543'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ3543'THE MARK IS 0.30 M BELOW HIGHWAY 10.
 BJ3543
 BJ3543                          STATION RECOVERY (2003)
 BJ3543
 BJ3543'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3544 ***********************************************************************
 BJ3544  DESIGNATION -  53 V 7 LADH
 BJ3544  PID         -  BJ3544
 BJ3544  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3544  USGS QUAD   -  CHESBROUGH (1983)
 BJ3544
 BJ3544                         *CURRENT SURVEY CONTROL
 BJ3544  ___________________________________________________________________
 BJ3544* NAD 83(1986)-  30 48 21.     (N)    090 24 30.     (W)     SCALED    
 BJ3544* NAVD 88     -        66.113  (meters)     216.91   (feet)  ADJUSTED  
 BJ3544  ___________________________________________________________________
 BJ3544  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3544  DYNAMIC HT  -          66.028 (meters)     216.63  (feet)  COMP
 BJ3544  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ3544
 BJ3544  VERT ORDER  -  SECOND    CLASS I
 BJ3544
 BJ3544.The horizontal coordinates were scaled from a topographic map and have
 BJ3544.an estimated accuracy of +/- 6 seconds.
 BJ3544
 BJ3544.The orthometric height was determined by differential leveling
 BJ3544.and adjusted by the National Geodetic Survey in February 1994..
 BJ3544
 BJ3544.The geoid height was determined by GEOID03.
 BJ3544
 BJ3544.The dynamic height is computed by dividing the NAVD 88
 BJ3544.geopotential number by the normal gravity value computed on the
 BJ3544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3544.degrees latitude (g = 980.6199 gals.).
 BJ3544
 BJ3544.The modeled gravity was interpolated from observed gravity values.
 BJ3544
 BJ3544;                    North         East    Units  Estimated Accuracy
 BJ3544;SPC LA S     -   255,950.    1,088,520.      MT  (+/- 180 meters Scaled)
 BJ3544
 BJ3544                          SUPERSEDED SURVEY CONTROL
 BJ3544
 BJ3544.No superseded survey control is available for this station.
 BJ3544
 BJ3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ479109(NAD 83)
 BJ3544_MARKER: DB = BENCH MARK DISK
 BJ3544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3544_SP_SET: CONCRETE POST
 BJ3544_STAMPING: 53V7 1984
 BJ3544_MARK LOGO: LADH  
 BJ3544_PROJECTION: FLUSH
 BJ3544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3544+STABILITY: SURFACE MOTION
 BJ3544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3544+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 BJ3544
 BJ3544  HISTORY     - Date     Condition        Report By
 BJ3544  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3544  HISTORY     - 20030527 GOOD             LADTD
 BJ3544
 BJ3544                          STATION DESCRIPTION
 BJ3544
 BJ3544'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3544'16.4 KM (10.2 MI) EAST FROM FLUKER.
 BJ3544'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3544'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3544'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 10.8 KM (6.7 MI) TO THE BENCH
 BJ3544'MARK ON THE LEFT BY A FENCE, 17.1 METERS (56 FT) SOUTH-SOUTHWEST OF
 BJ3544'THE CENTER OF A GRAVEL DRIVEWAY, 11.9 METERS (39 FT) SOUTH-SOUTHEAST
 BJ3544'OF THE CENTER OF HIGHWAY 10, 6.1 METERS (20 FT) WEST-SOUTHWEST OF A
 BJ3544'POWER POLE WITH TRANSFORMER, AND 0.6 METER (2 FT) NORTH-NORTHWEST OF A
 BJ3544'3-STRAND BARB WIRE FENCE.
 BJ3544'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 BJ3544'THE MARK IS 0.30 M BELOW HIGHWAY 10.
 BJ3544
 BJ3544                          STATION RECOVERY (2003)
 BJ3544
 BJ3544'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3545 ***********************************************************************
 BJ3545  DESIGNATION -  53 V 8 LADH
 BJ3545  PID         -  BJ3545
 BJ3545  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3545  USGS QUAD   -  CHESBROUGH (1983)
 BJ3545
 BJ3545                         *CURRENT SURVEY CONTROL
 BJ3545  ___________________________________________________________________
 BJ3545* NAD 83(1986)-  30 48 12.     (N)    090 25 28.     (W)     SCALED    
 BJ3545* NAVD 88     -        56.630  (meters)     185.79   (feet)  ADJUSTED  
 BJ3545  ___________________________________________________________________
 BJ3545  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3545  DYNAMIC HT  -          56.557 (meters)     185.55  (feet)  COMP
 BJ3545  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ3545
 BJ3545  VERT ORDER  -  SECOND    CLASS I
 BJ3545
 BJ3545.The horizontal coordinates were scaled from a topographic map and have
 BJ3545.an estimated accuracy of +/- 6 seconds.
 BJ3545
 BJ3545.The orthometric height was determined by differential leveling
 BJ3545.and adjusted by the National Geodetic Survey in February 1994..
 BJ3545
 BJ3545.The geoid height was determined by GEOID03.
 BJ3545
 BJ3545.The dynamic height is computed by dividing the NAVD 88
 BJ3545.geopotential number by the normal gravity value computed on the
 BJ3545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3545.degrees latitude (g = 980.6199 gals.).
 BJ3545
 BJ3545.The modeled gravity was interpolated from observed gravity values.
 BJ3545
 BJ3545;                    North         East    Units  Estimated Accuracy
 BJ3545;SPC LA S     -   255,670.    1,086,980.      MT  (+/- 180 meters Scaled)
 BJ3545
 BJ3545                          SUPERSEDED SURVEY CONTROL
 BJ3545
 BJ3545.No superseded survey control is available for this station.
 BJ3545
 BJ3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ464106(NAD 83)
 BJ3545_MARKER: DB = BENCH MARK DISK
 BJ3545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3545_SP_SET: CONCRETE POST
 BJ3545_STAMPING: 53V8 1984
 BJ3545_MARK LOGO: LADH  
 BJ3545_PROJECTION: FLUSH
 BJ3545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3545+STABILITY: SURFACE MOTION
 BJ3545
 BJ3545  HISTORY     - Date     Condition        Report By
 BJ3545  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3545  HISTORY     - 20030527 MARK NOT FOUND   LADTD
 BJ3545
 BJ3545                          STATION DESCRIPTION
 BJ3545
 BJ3545'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3545'14.8 KM (9.2 MI) SE FROM FLUKER.
 BJ3545'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3545'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3545'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 9.2 KM (5.7 MI) TO THE BENCH MARK
 BJ3545'ON THE LEFT BY A MESH WIRE FENCE, 51.8 METERS (170 FT) WEST-NORTHWEST
 BJ3545'OF A POWER POLE WITH TRANSFORMER ON THE SOUTH SIDE OF THE HIGHWAY,
 BJ3545'29.9 METERS (98 FT) WEST-NORTHWEST OF THE EAST END OF A METAL CULVERT
 BJ3545'UNDER DRIVEWAY, 11.3 METERS (37 FT) NORTH-NORTHWEST OF THE CENTER OF
 BJ3545'HIGHWAY 10, AND 0.6 METER (2 FT) SOUTH OF A MESH WIRE FENCE.
 BJ3545'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3545'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
 BJ3545
 BJ3545                          STATION RECOVERY (2003)
 BJ3545
 BJ3545'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3546 ***********************************************************************
 BJ3546  DESIGNATION -  53 V 9 LADH
 BJ3546  PID         -  BJ3546
 BJ3546  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3546  USGS QUAD   -  CHESBROUGH (1983)
 BJ3546
 BJ3546                         *CURRENT SURVEY CONTROL
 BJ3546  ___________________________________________________________________
 BJ3546* NAD 83(1986)-  30 47 57.     (N)    090 26 24.     (W)     SCALED    
 BJ3546* NAVD 88     -        48.318  (meters)     158.52   (feet)  ADJUSTED  
 BJ3546  ___________________________________________________________________
 BJ3546  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3546  DYNAMIC HT  -          48.256 (meters)     158.32  (feet)  COMP
 BJ3546  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BJ3546
 BJ3546  VERT ORDER  -  SECOND    CLASS I
 BJ3546
 BJ3546.The horizontal coordinates were scaled from a topographic map and have
 BJ3546.an estimated accuracy of +/- 6 seconds.
 BJ3546
 BJ3546.The orthometric height was determined by differential leveling
 BJ3546.and adjusted by the National Geodetic Survey in February 1994..
 BJ3546
 BJ3546.The geoid height was determined by GEOID03.
 BJ3546
 BJ3546.The dynamic height is computed by dividing the NAVD 88
 BJ3546.geopotential number by the normal gravity value computed on the
 BJ3546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3546.degrees latitude (g = 980.6199 gals.).
 BJ3546
 BJ3546.The modeled gravity was interpolated from observed gravity values.
 BJ3546
 BJ3546;                    North         East    Units  Estimated Accuracy
 BJ3546;SPC LA S     -   255,190.    1,085,500.      MT  (+/- 180 meters Scaled)
 BJ3546
 BJ3546                          SUPERSEDED SURVEY CONTROL
 BJ3546
 BJ3546.No superseded survey control is available for this station.
 BJ3546
 BJ3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ449101(NAD 83)
 BJ3546_MARKER: DB = BENCH MARK DISK
 BJ3546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3546_SP_SET: CONCRETE POST
 BJ3546_STAMPING: 53V9 1984
 BJ3546_MARK LOGO: LADH  
 BJ3546_PROJECTION: FLUSH
 BJ3546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3546+STABILITY: SURFACE MOTION
 BJ3546
 BJ3546  HISTORY     - Date     Condition        Report By
 BJ3546  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3546
 BJ3546                          STATION DESCRIPTION
 BJ3546
 BJ3546'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3546'13.2 KM (8.2 MI) SE FROM FLUKER.
 BJ3546'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3546'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3546'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 7.6 KM (4.7 MI) TO THE JUNCTION
 BJ3546'WITH STATE HIGHWAY 1054 WITH THE BENCH MARK ON THE LEFT SET IN THE
 BJ3546'NORTHEAST QUADRANT OF THE JUNCTION, 24.4 METERS (80 FT)
 BJ3546'NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 10, 21 METERS (69 FT)
 BJ3546'EAST-NORTHEAST OF THE CENTER OF HIGHWAY 1054, AND 19.8 METERS (65 FT)
 BJ3546'WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX AND A RIGHT-OF-WAY MARKER.
 BJ3546'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3546'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1234 ***********************************************************************
 BX1234  DESIGNATION -  534 LAGS
 BX1234  PID         -  BX1234
 BX1234  STATE/COUNTY-  LA/RAPIDES
 BX1234  USGS QUAD   -  GARDNER (1992)
 BX1234
 BX1234                         *CURRENT SURVEY CONTROL
 BX1234  ___________________________________________________________________
 BX1234* NAD 83(1986)-  31 19 47.     (N)    092 40 53.     (W)     SCALED    
 BX1234* NAVD 88     -        27.81   (+/-2cm)      91.2    (feet)  VERTCON   
 BX1234  ___________________________________________________________________
 BX1234  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX1234
 BX1234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1234
 BX1234.The horizontal coordinates were scaled from a topographic map and have
 BX1234.an estimated accuracy of +/- 6 seconds.
 BX1234
 BX1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1234.The vertical order pertains to the NGVD 29 superseded value.
 BX1234
 BX1234.The geoid height was determined by GEOID03.
 BX1234
 BX1234;                    North         East    Units  Estimated Accuracy
 BX1234;SPC LA N     -    92,010.      982,740.      MT  (+/- 180 meters Scaled)
 BX1234
 BX1234                          SUPERSEDED SURVEY CONTROL
 BX1234
 BX1234  NGVD 29 (??/??/??)   27.806  (m)           91.23   (f) ADJUSTED    2 0
 BX1234
 BX1234.Superseded values are not recommended for survey control.
 BX1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1234.See file dsdata.txt to determine how the superseded data were derived.
 BX1234
 BX1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ303661(NAD 83)
 BX1234_MARKER: DD = SURVEY DISK
 BX1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1234_STAMPING: 534
 BX1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1234+STABILITY: SURFACE MOTION
 BX1234
 BX1234  HISTORY     - Date     Condition        Report By
 BX1234  HISTORY     - UNK      MONUMENTED       LAGS
 BX1234  HISTORY     - 1969     GOOD             LADTD
 BX1234  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1234
 BX1234                          STATION DESCRIPTION
 BX1234
 BX1234'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1234'4.57 MI S FROM BOYCE.
 BX1234'ABOUT 0.2 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST
 BX1234'OFFICE IN BOYCE TO LOUISIANA HIGHWAY 1, THENCE SOUTHEAST ALONG
 BX1234'LOUISIANA HIGHWAY 1 FOR 0.3 MILE TO LOUISIANA HIGHWAY 1200, THENCE
 BX1234'SOUTHWEST ALONG LOUISIANA 1200 FOR 4.0 MILES TO THE JUNCTION OF
 BX1234'LOUISIANA HIGHWAYS 1200 AND 121.  0.93 MILE SOUTH OF BENCH MARK 40V84.
 BX1234'0.65 MILE WEST OF BENCH MARK 40V83.  47 FEET SOUTH OF CENTERLINE OF
 BX1234'LOUISIANA HIGHWAY 121.  59 FEET SOUTHWEST OF INTERSECTION OF LOUISIANA
 BX1234'HIGHWAYS 121 AND 1200.  137 FEET NORTHEAST OF NORTHEAST CORNER OF
 BX1234'FRAME HOUSE.  63 FEET NORTHEAST OF A 15 INCH CEDAR TREE. 2 FEET WEST
 BX1234'OF A 10 INCH CEDAR TREE.  11 FEET WEST OF THE CENTER OF GRAVEL DRIVE
 BX1234'LEADING SOUTH TO HOUSE.  DISK IN TOP OF CONCRETE POST PROJECTING 6
 BX1234'INCHES.  A STEEL WITNESS POST IS SET 2 FEET NORTH OF THE MARK.
 BX1234
 BX1234                          STATION RECOVERY (1999)
 BX1234
 BX1234'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1899 ***********************************************************************
 BX1899  DESIGNATION -  5349 LAGS
 BX1899  PID         -  BX1899
 BX1899  STATE/COUNTY-  LA/NATCHITOCHES
 BX1899  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX1899
 BX1899                         *CURRENT SURVEY CONTROL
 BX1899  ___________________________________________________________________
 BX1899* NAD 83(1986)-  31 44 58.     (N)    093 05 25.     (W)     SCALED    
 BX1899* NAVD 88     -        35.73   (+/-2cm)     117.2    (feet)  VERTCON   
 BX1899  ___________________________________________________________________
 BX1899  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1899
 BX1899  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1899
 BX1899.The horizontal coordinates were scaled from a topographic map and have
 BX1899.an estimated accuracy of +/- 6 seconds.
 BX1899
 BX1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1899.The vertical order pertains to the NGVD 29 superseded value.
 BX1899
 BX1899.The geoid height was determined by GEOID03.
 BX1899
 BX1899;                    North         East    Units  Estimated Accuracy
 BX1899;SPC LA N     -   138,680.      944,080.      MT  (+/- 180 meters Scaled)
 BX1899
 BX1899                          SUPERSEDED SURVEY CONTROL
 BX1899
 BX1899  NGVD 29 (??/??/??)   35.773  (m)          117.37   (f) ADJUSTED    2 1
 BX1899
 BX1899.Superseded values are not recommended for survey control.
 BX1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1899.See file dsdata.txt to determine how the superseded data were derived.
 BX1899
 BX1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR914126(NAD 83)
 BX1899_MARKER: DD = SURVEY DISK
 BX1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1899_STAMPING: 5349
 BX1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1899+STABILITY: SURFACE MOTION
 BX1899
 BX1899  HISTORY     - Date     Condition        Report By
 BX1899  HISTORY     - UNK      MONUMENTED       LAGS
 BX1899  HISTORY     - 1970     GOOD             LADTD
 BX1899  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1899  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 BX1899
 BX1899                          STATION DESCRIPTION
 BX1899
 BX1899'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1899'IN NATCHITOCHES.
 BX1899'THIS MARKER IS LOCATED 1.90 MILES SOUTH OF NATCHITOCHES POST OFFICE ON
 BX1899'THE NORTHWESTERN STATE COLLEGE CAMPUS.  22 FEET EAST SOUTHEAST OF
 BX1899'SOUTH JEFFERSON STREET.  52 FEET EAST OF ELECTRIC LIGHT POST WITH A
 BX1899'RED 42 PAINTED ON IT.  13 FEET SOUTH SOUTHEAST OF A 36 INCH ELM TREE.
 BX1899'AND ON THE BANK OF CHAPLIN LAKE.  A STANDARD DISK SET IN A CONCRETE
 BX1899'POST FLUSH WITH GROUND.  SECTION 79, T 9N, R 7W.
 BX1899
 BX1899                          STATION RECOVERY (1995)
 BX1899
 BX1899'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1899'MARK NOT FOUND.
 BX1899
 BX1899                          STATION RECOVERY (1997)
 BX1899
 BX1899'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3992 ***********************************************************************
 BJ3992  DESIGNATION -  536
 BJ3992  PID         -  BJ3992
 BJ3992  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3992  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3992
 BJ3992                         *CURRENT SURVEY CONTROL
 BJ3992  ___________________________________________________________________
 BJ3992* NAD 83(1986)-  30 35 13.     (N)    091 08 54.     (W)     SCALED    
 BJ3992* NAVD 88     -        22.521  (meters)      73.89   (feet)  ADJUSTED  
 BJ3992  ___________________________________________________________________
 BJ3992  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3992  DYNAMIC HT  -          22.491 (meters)      73.79  (feet)  COMP
 BJ3992  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BJ3992
 BJ3992  VERT ORDER  -  SECOND    CLASS II
 BJ3992
 BJ3992.The horizontal coordinates were scaled from a topographic map and have
 BJ3992.an estimated accuracy of +/- 6 seconds.
 BJ3992
 BJ3992.The orthometric height was determined by differential leveling
 BJ3992.and adjusted by the National Geodetic Survey in February 1994..
 BJ3992
 BJ3992.The geoid height was determined by GEOID03.
 BJ3992
 BJ3992.The dynamic height is computed by dividing the NAVD 88
 BJ3992.geopotential number by the normal gravity value computed on the
 BJ3992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3992.degrees latitude (g = 980.6199 gals.).
 BJ3992
 BJ3992.The modeled gravity was interpolated from observed gravity values.
 BJ3992
 BJ3992;                    North         East    Units  Estimated Accuracy
 BJ3992;SPC LA S     -   231,340.    1,017,740.      MT  (+/- 180 meters Scaled)
 BJ3992
 BJ3992                          SUPERSEDED SURVEY CONTROL
 BJ3992
 BJ3992.No superseded survey control is available for this station.
 BJ3992
 BJ3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP775852(NAD 83)
 BJ3992_MARKER: DB = BENCH MARK DISK
 BJ3992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3992_SP_SET: CONCRETE POST
 BJ3992_STAMPING: 536 1959
 BJ3992_MARK LOGO: LA-033
 BJ3992_PROJECTION: FLUSH
 BJ3992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3992+STABILITY: SURFACE MOTION
 BJ3992
 BJ3992  HISTORY     - Date     Condition        Report By
 BJ3992  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3992  HISTORY     - 1987     GOOD             LA-033
 BJ3992
 BJ3992                          STATION DESCRIPTION
 BJ3992
 BJ3992'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3992'IN BAKER.
 BJ3992'AT THE BAKER MUNICIPAL WATER TOWER ON THE NORTH SIDE OF GROOM ROAD,
 BJ3992'42 METERS (138 FT) NORTH OF THE CENTER OF GROOM ROAD, 19.2 METERS (63
 BJ3992'FT) SOUTHWEST OF THE CENTER OF THE WATER TOWER AND 0.61 METERS (2 FT)
 BJ3992'WEST OF THE SOUTHWEST CORNER OF CHAIN LINK FENCE AROUND THE WATER
 BJ3992'TOWER.
 BJ3992'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3992'THE MARK IS ABOVE LEVEL WITH GROOM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4544 ***********************************************************************
 BJ4544  DESIGNATION -  53A001 LDH 1966
 BJ4544  PID         -  BJ4544
 BJ4544  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4544  USGS QUAD   -  KENTWOOD (1980)
 BJ4544
 BJ4544                         *CURRENT SURVEY CONTROL
 BJ4544  ___________________________________________________________________
 BJ4544* NAD 83(1992)-  30 59 59.03590(N)    090 30 22.66613(W)     ADJUSTED  
 BJ4544* NAVD 88     -        90.7    (meters)     298.     (feet)  VERTCON   
 BJ4544  ___________________________________________________________________
 BJ4544  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4544  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4544
 BJ4544  HORZ ORDER  -  SECOND
 BJ4544
 BJ4544.The horizontal coordinates were established by classical geodetic methods
 BJ4544.and adjusted by the National Geodetic Survey in May 1994..
 BJ4544
 BJ4544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4544
 BJ4544.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4544
 BJ4544.The geoid height was determined by GEOID03.
 BJ4544
 BJ4544;                    North         East     Units Scale Factor Converg.
 BJ4544;SPC LA S     -   277,380.072 1,078,991.231   MT  1.00007748   +0 24 48.7
 BJ4544;SPC LA S     -   910,037.79  3,539,990.40   sFT  1.00007748   +0 24 48.7
 BJ4544;SPC MS W     -   166,259.884   683,482.082   MT  0.99995336   -0 05 20.7
 BJ4544;SPC MS W     -   545,470.97  2,242,390.80   sFT  0.99995336   -0 05 20.7
 BJ4544;UTM  15      - 3,432,241.934   738,100.303   MT  1.00029936   +1 17 05.8
 BJ4544
 BJ4544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4544!SPC LA S     -   0.99999001  x   1.00007748  =   1.00006748
 BJ4544!SPC MS W     -   0.99999001  x   0.99995336  =   0.99994337
 BJ4544!UTM  15      -   0.99999001  x   1.00029936  =   1.00028936
 BJ4544
 BJ4544:                Primary Azimuth Mark                     Grid Az
 BJ4544:SPC LA S     -  BROWNING                                 089 32 02.9
 BJ4544:SPC MS W     -  BROWNING                                 090 02 12.3
 BJ4544:UTM  15      -  BROWNING                                 088 39 45.8
 BJ4544
 BJ4544|---------------------------------------------------------------------|
 BJ4544| PID    Reference Object                     Distance      Geod. Az  |
 BJ4544|                                                           dddmmss.s |
 BJ4544| BJ4542 BROWNING                            APPROX. 0.5 KM 0895651.6 |
 BJ4544| BJ4545 53A002 LDH 1966                     APPROX. 0.5 KM 1830834.9 |
 BJ4544|---------------------------------------------------------------------|
 BJ4544
 BJ4544                          SUPERSEDED SURVEY CONTROL
 BJ4544
 BJ4544  NAD 83(1992)-  30 59 59.04318(N)    090 30 22.66318(W) AD(       ) 2
 BJ4544  NAD 83(1986)-  30 59 59.05140(N)    090 30 22.66237(W) AD(       ) 2
 BJ4544  NAD 27      -  30 59 58.40897(N)    090 30 22.31532(W) AD(       ) 2
 BJ4544  NGVD 29 (07/19/86)   90.7    (m)          298.     (f) VERT ANG       
 BJ4544
 BJ4544.Superseded values are not recommended for survey control.
 BJ4544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4544.See file dsdata.txt to determine how the superseded data were derived.
 BJ4544
 BJ4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3810032242(NAD 83)
 BJ4544_MARKER: DD = SURVEY DISK
 BJ4544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4544+STABILITY: SURFACE MOTION
 BJ4544
 BJ4544  HISTORY     - Date     Condition        Report By
 BJ4544  HISTORY     - 1966     MONUMENTED       LADH
 BJ4544
 BJ4544                          STATION DESCRIPTION
 BJ4544
 BJ4544'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4544'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 4.48 MILES FROM
 BJ4544'THE STATE HIGHWAY 38 INTERCHANGE IN KENTWOOD.  THE STATION IS SET TO
 BJ4544'THE WEST OF INTERSTATE 55 NEAR THE RIGHT OF WAY FENCE AND SOUTH OF
 BJ4544'THE MISSISSIPPI STATE LINE, 1.40 FEET WEST OF A METAL WITNESS
 BJ4544'POST AND SIGN, 4.00 FEET EAST OF THE RIGHT OF WAY FENCE, 13.60
 BJ4544'FEET SOUTH OF A RIGHT OF WAY MARKER, AND 14.00 FEET SOUTH OF THE
 BJ4544'LOUISIANA MISSISSIPPI STATE LINE, AND 101.0 FEET WEST OF
 BJ4544'THE CENTERLINE OF THE SOUTH BOUND LANE OF INTERSTATE 55.
 BJ4544'
 BJ4544'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4544'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4544'THE GROUND.  STATION IS STAMPED 53A001.
 BJ4544'
 BJ4544'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON THE CORNER OF
 BJ4544'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW SOUTH ALONG 5TH STREET
 BJ4544'FOR 0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4544'FOR 0.77 MILES TO THE INTERCHANGE ON INTERSTATE 55, THENCE NORTH
 BJ4544'ALONG INTERSTATE 55 FOR 4.48 MILES TO THE STATION WHICH IS SET TO THE
 BJ4544'WEST OF THE HIGHWAY.
 BJ4544'
 BJ4544'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4545 ***********************************************************************
 BJ4545  DESIGNATION -  53A002 LDH 1966
 BJ4545  PID         -  BJ4545
 BJ4545  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4545  USGS QUAD   -  KENTWOOD (1980)
 BJ4545
 BJ4545                         *CURRENT SURVEY CONTROL
 BJ4545  ___________________________________________________________________
 BJ4545* NAD 83(1992)-  30 59 41.29778(N)    090 30 23.79680(W)     ADJUSTED  
 BJ4545* NAVD 88     -        94.1    (meters)     309.     (feet)  VERTCON   
 BJ4545  ___________________________________________________________________
 BJ4545  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4545  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ4545
 BJ4545  HORZ ORDER  -  SECOND
 BJ4545
 BJ4545.The horizontal coordinates were established by classical geodetic methods
 BJ4545.and adjusted by the National Geodetic Survey in May 1994..
 BJ4545
 BJ4545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4545
 BJ4545.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4545
 BJ4545.The geoid height was determined by GEOID03.
 BJ4545
 BJ4545;                    North         East     Units Scale Factor Converg.
 BJ4545;SPC LA S     -   276,833.546 1,078,965.176   MT  1.00007599   +0 24 48.1
 BJ4545;SPC LA S     -   908,244.73  3,539,904.91   sFT  1.00007599   +0 24 48.1
 BJ4545;SPC MS W     -   165,713.675   683,451.237   MT  0.99995338   -0 05 21.2
 BJ4545;SPC MS W     -   543,678.95  2,242,289.60   sFT  0.99995338   -0 05 21.2
 BJ4545;UTM  15      - 3,431,694.954   738,082.557   MT  1.00029925   +1 17 04.6
 BJ4545
 BJ4545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4545!SPC LA S     -   0.99998947  x   1.00007599  =   1.00006546
 BJ4545!SPC MS W     -   0.99998947  x   0.99995338  =   0.99994285
 BJ4545!UTM  15      -   0.99998947  x   1.00029925  =   1.00028872
 BJ4545
 BJ4545:                Primary Azimuth Mark                     Grid Az
 BJ4545:SPC LA S     -  53A001 LDH 1966                          002 43 46.2
 BJ4545:SPC MS W     -  53A001 LDH 1966                          003 13 55.5
 BJ4545:UTM  15      -  53A001 LDH 1966                          001 51 29.7
 BJ4545
 BJ4545|---------------------------------------------------------------------|
 BJ4545| PID    Reference Object                     Distance      Geod. Az  |
 BJ4545|                                                           dddmmss.s |
 BJ4545| BJ4544 53A001 LDH 1966                     APPROX. 0.5 KM 0030834.3 |
 BJ4545| BJ4542 BROWNING                            APPROX. 0.8 KM 0453206.1 |
 BJ4545|---------------------------------------------------------------------|
 BJ4545
 BJ4545                          SUPERSEDED SURVEY CONTROL
 BJ4545
 BJ4545  NAD 83(1992)-  30 59 41.30471(N)    090 30 23.79388(W) AD(       ) 2
 BJ4545  NAD 83(1986)-  30 59 41.31320(N)    090 30 23.79307(W) AD(       ) 2
 BJ4545  NAD 27      -  30 59 40.67042(N)    090 30 23.44620(W) AD(       ) 2
 BJ4545  NGVD 29 (07/19/86)   94.1    (m)          309.     (f) VERT ANG       
 BJ4545
 BJ4545.Superseded values are not recommended for survey control.
 BJ4545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4545.See file dsdata.txt to determine how the superseded data were derived.
 BJ4545
 BJ4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3808331695(NAD 83)
 BJ4545_MARKER: DD = SURVEY DISK
 BJ4545_SETTING: 0 = UNSPECIFIED SETTING
 BJ4545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4545
 BJ4545  HISTORY     - Date     Condition        Report By
 BJ4545  HISTORY     - 1966     MONUMENTED       CGS
 BJ4545
 BJ4545                          STATION DESCRIPTION
 BJ4545
 BJ4545'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLB)
 BJ4545'THIS STATION IS SET IN THE NORTH BOUND LANE OF INTERSTATE 55 IN THE
 BJ4545'SOUTHEAST CORNER OF AN OVERPASS OVER A COUNTRY ROAD.  THE STATION IS
 BJ4545'MARKED BY A STANDARD BRONZE DISK SET IN THE CURB ABOUT 8 INCHES
 BJ4545'ABOVE THE SURFACE OF THE ROADWAY, 5.20 FEET NORTHWEST OF A METAL
 BJ4545'WITNESS POST AND SIGN, AND 22.90 FEET EAST OF THE CENTERLINE OF
 BJ4545'THE NORTH BOUND LANE ON INTERSTATE 55.
 BJ4545'
 BJ4545'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON THE CORNER OF
 BJ4545'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW SOUTH ALONG 5TH STREET
 BJ4545'FOR 0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4545'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILES TO
 BJ4545'THE INTERCHANGE ON INTERSTATE 55, THENCE NORTH ALONG INTERSTATE 55
 BJ4545'FOR 4.16 MILES TO THE STATION WHICH IS SET IN THE OVERPASS.
 BJ4545'STATION IS STAMPED 53A002.
 BJ4545'
 BJ4545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4546 ***********************************************************************
 BJ4546  DESIGNATION -  53A003 LDH 1966
 BJ4546  PID         -  BJ4546
 BJ4546  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4546  USGS QUAD   -  KENTWOOD (1980)
 BJ4546
 BJ4546                         *CURRENT SURVEY CONTROL
 BJ4546  ___________________________________________________________________
 BJ4546* NAD 83(1992)-  30 59 04.89314(N)    090 30 30.32644(W)     ADJUSTED  
 BJ4546* NAVD 88     -        91.4    (meters)     300.     (feet)  VERTCON   
 BJ4546  ___________________________________________________________________
 BJ4546  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BJ4546  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ4546
 BJ4546  HORZ ORDER  -  SECOND
 BJ4546
 BJ4546.The horizontal coordinates were established by classical geodetic methods
 BJ4546.and adjusted by the National Geodetic Survey in May 1994..
 BJ4546
 BJ4546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4546
 BJ4546.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4546
 BJ4546.The geoid height was determined by GEOID03.
 BJ4546
 BJ4546;                    North         East     Units Scale Factor Converg.
 BJ4546;SPC LA S     -   275,711.088 1,078,800.005   MT  1.00007294   +0 24 44.9
 BJ4546;SPC LA S     -   904,562.13  3,539,363.02   sFT  1.00007294   +0 24 44.9
 BJ4546;SPC MS W     -   164,592.845   683,276.247   MT  0.99995345   -0 05 24.5
 BJ4546;SPC MS W     -   540,001.69  2,241,715.49   sFT  0.99995345   -0 05 24.5
 BJ4546;UTM  15      - 3,430,569.862   737,934.435   MT  1.00029838   +1 16 59.8
 BJ4546
 BJ4546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4546!SPC LA S     -   0.99998990  x   1.00007294  =   1.00006284
 BJ4546!SPC MS W     -   0.99998990  x   0.99995345  =   0.99994335
 BJ4546!UTM  15      -   0.99998990  x   1.00029838  =   1.00028828
 BJ4546
 BJ4546                          SUPERSEDED SURVEY CONTROL
 BJ4546
 BJ4546  NAD 83(1992)-  30 59 04.89895(N)    090 30 30.32373(W) AD(       ) 2
 BJ4546  NAD 83(1986)-  30 59 04.90832(N)    090 30 30.32278(W) AD(       ) 2
 BJ4546  NAD 27      -  30 59 04.26483(N)    090 30 29.97614(W) AD(       ) 2
 BJ4546  NGVD 29 (07/19/86)   91.4    (m)          300.     (f) VERT ANG       
 BJ4546
 BJ4546.Superseded values are not recommended for survey control.
 BJ4546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4546.See file dsdata.txt to determine how the superseded data were derived.
 BJ4546
 BJ4546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3793430570(NAD 83)
 BJ4546_MARKER: DD = SURVEY DISK
 BJ4546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4546+STABILITY: SURFACE MOTION
 BJ4546
 BJ4546  HISTORY     - Date     Condition        Report By
 BJ4546  HISTORY     - 1966     MONUMENTED       LADH
 BJ4546
 BJ4546                          STATION DESCRIPTION
 BJ4546
 BJ4546'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4546'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 3.43 MILES FROM
 BJ4546'THE AVENUE G (STATE HIGHWAY 38) INTERCHANGE IN KENTWOOD.  THE
 BJ4546'STATION IS SET TO THE EAST OF INTERSTATE 55 ON A HILL NEAR THE RIGHT
 BJ4546'OF WAY FENCE AND JUST SOUTHWEST OF A DAIRY FARM, 95.40 FEET EAST
 BJ4546'OF THE CENTERLINE OF THE NORTH BOUND LANE OF INTERSTATE 55,
 BJ4546'1.10 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 10.30 FEET WEST
 BJ4546'OF A HIGHWAY RIGHT OF WAY MARKER, 82.50 FEET SOUTH OF A FENCE
 BJ4546'CORNER ON A CROSS FENCE LEADING EAST FROM THE NORTH-SOUTH RIGHT
 BJ4546'OF WAY FENCE.
 BJ4546'
 BJ4546'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4546'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4546'THE GROUND.  STATION IS STAMPED 53A003.
 BJ4546'
 BJ4546'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON THE CORNER OF
 BJ4546'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW 5TH STREET SOUTH FOR
 BJ4546'0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4546'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILES TO THE
 BJ4546'INTERCHANGE ON INTERSTATE 55, THENCE NORTH ALONG INTERSTATE 55 FOR
 BJ4546'3.43 MILES TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BJ4546'
 BJ4546'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4548 ***********************************************************************
 BJ4548  DESIGNATION -  53A004 LDH 1966
 BJ4548  PID         -  BJ4548
 BJ4548  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4548  USGS QUAD   -  KENTWOOD (1980)
 BJ4548
 BJ4548                         *CURRENT SURVEY CONTROL
 BJ4548  ___________________________________________________________________
 BJ4548* NAD 83(1992)-  30 58 28.24107(N)    090 30 41.06018(W)     ADJUSTED  
 BJ4548* NAVD 88     -        75.1    (meters)     246.     (feet)  VERTCON   
 BJ4548  ___________________________________________________________________
 BJ4548  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4548  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ4548
 BJ4548  HORZ ORDER  -  SECOND
 BJ4548
 BJ4548.The horizontal coordinates were established by classical geodetic methods
 BJ4548.and adjusted by the National Geodetic Survey in May 1994..
 BJ4548
 BJ4548.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4548
 BJ4548.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4548
 BJ4548.The geoid height was determined by GEOID03.
 BJ4548
 BJ4548;                    North         East     Units Scale Factor Converg.
 BJ4548;SPC LA S     -   274,580.217 1,078,523.288   MT  1.00006990   +0 24 39.5
 BJ4548;SPC LA S     -   900,851.93  3,538,455.15   sFT  1.00006990   +0 24 39.5
 BJ4548;SPC MS W     -   163,464.578   682,989.655   MT  0.99995357   -0 05 29.9
 BJ4548;SPC MS W     -   536,300.04  2,240,775.23   sFT  0.99995357   -0 05 29.9
 BJ4548;UTM  15      - 3,429,434.661   737,674.875   MT  1.00029686   +1 16 52.9
 BJ4548
 BJ4548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4548!SPC LA S     -   0.99999246  x   1.00006990  =   1.00006236
 BJ4548!SPC MS W     -   0.99999246  x   0.99995357  =   0.99994603
 BJ4548!UTM  15      -   0.99999246  x   1.00029686  =   1.00028932
 BJ4548
 BJ4548|---------------------------------------------------------------------|
 BJ4548| PID    Reference Object                     Distance      Geod. Az  |
 BJ4548|                                                           dddmmss.s |
 BJ4548| BJ4547 53A004 LDH RESET 1971               369.930 METERS 02012     |
 BJ4548|---------------------------------------------------------------------|
 BJ4548
 BJ4548                          SUPERSEDED SURVEY CONTROL
 BJ4548
 BJ4548  NAD 83(1992)-  30 58 28.24646(N)    090 30 41.05762(W) AD(       ) 2
 BJ4548  NAD 83(1986)-  30 58 28.25615(N)    090 30 41.05657(W) AD(       ) 2
 BJ4548  NAD 27      -  30 58 27.61159(N)    090 30 40.71017(W) AD(       ) 2
 BJ4548  NGVD 29 (07/19/86)   75.1    (m)          246.     (f) VERT ANG       
 BJ4548
 BJ4548.Superseded values are not recommended for survey control.
 BJ4548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4548.See file dsdata.txt to determine how the superseded data were derived.
 BJ4548
 BJ4548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3767529435(NAD 83)
 BJ4548_MARKER: DD = SURVEY DISK
 BJ4548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4548+STABILITY: SURFACE MOTION
 BJ4548
 BJ4548  HISTORY     - Date     Condition        Report By
 BJ4548  HISTORY     - 1966     MONUMENTED       LADH
 BJ4548  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BJ4548
 BJ4548                          STATION DESCRIPTION
 BJ4548
 BJ4548'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4548'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 2.73 MILES FROM
 BJ4548'THE AVENUE G (STATE HIGHWAY 38) INTERCHANGE IN KENTWOOD.  THE STATION
 BJ4548'IS SET TO THE EAST OF THE NORTH BOUND LANE OF INTERSTATE 55 ON A
 BJ4548'HILL NEAR A FENCE, 19.20 FEET WEST OF THE RIGHT OF WAY FENCE,
 BJ4548'1.10 FEET NORTH OF A METAL WITNESS POST AND SIGN, 20.20 FEET WEST
 BJ4548'OF A HIGHWAY RIGHT OF WAY MARKER, 85.50 FEET EAST OF THE CENTERLINE
 BJ4548'OF THE NORTH BOUND LANE OF INTERSTATE 55, AND ABOUT 300 FEET NORTH
 BJ4548'OF A TREE LINE ON THE SOUTH SIDE OF THE PASTURE.
 BJ4548'
 BJ4548'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4548'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4548'THE GROUND.  STATION IS STAMPED 53A004.
 BJ4548'
 BJ4548'TO REACH THIS STATION FROM THE U. S. POST OFFICE (ON THE CORNER OF
 BJ4548'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW ALONG 5TH STREET SOUTH
 BJ4548'FOR 0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4548'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILES TO
 BJ4548'THE INTERCHANGE ON INTERSTATE 55, THENCE NORTH ALONG INTERSTATE 55
 BJ4548'FOR 2.73 MILES TO THE STATION WHICH IS SET TO THE EAST OF THE
 BJ4548'HIGHWAY.
 BJ4548'
 BJ4548'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4548
 BJ4548                          STATION RECOVERY (1971)
 BJ4548
 BJ4548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BJ4548'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE MARK WAS
 BJ4548'REQUESTED MOVED DUE TO THE CONSTRUCTION OF A WEIGHING STATION FOR
 BJ4548'THE HIGHWAY.  A NEW MARK 53A004 RESET 1971 WAS ESTABLISHED 369.936
 BJ4548'METERS NORTH OF THE STATION.  THE DISK WAS RECLAIMED AFTER A NEW
 BJ4548'MARK WAS ESTABLISHED.  SEE DESCRIPTION FOR 53A004 RESET 1971.
 BJ4548'
 BJ4548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NORTH
 BJ4548'OF KENTWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4547 ***********************************************************************
 BJ4547  DESIGNATION -  53A004 LDH RESET 1971
 BJ4547  PID         -  BJ4547
 BJ4547  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4547  USGS QUAD   -  KENTWOOD (1980)
 BJ4547
 BJ4547                         *CURRENT SURVEY CONTROL
 BJ4547  ___________________________________________________________________
 BJ4547* NAD 83(1992)-  30 58 39.51449(N)    090 30 36.24742(W)     ADJUSTED  
 BJ4547* NAVD 88     -        81.6    (meters)     268.     (feet)  VERTCON   
 BJ4547  ___________________________________________________________________
 BJ4547  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4547  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4547
 BJ4547  HORZ ORDER  -  THIRD
 BJ4547
 BJ4547.The horizontal coordinates were established by classical geodetic methods
 BJ4547.and adjusted by the National Geodetic Survey in May 1994..
 BJ4547.No horizontal observational check was made to the station.
 BJ4547
 BJ4547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4547
 BJ4547.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4547
 BJ4547.The geoid height was determined by GEOID03.
 BJ4547
 BJ4547;                    North         East     Units Scale Factor Converg.
 BJ4547;SPC LA S     -   274,928.336 1,078,648.510   MT  1.00007083   +0 24 41.9
 BJ4547;SPC LA S     -   901,994.05  3,538,865.99   sFT  1.00007083   +0 24 41.9
 BJ4547;SPC MS W     -   163,811.545   683,117.911   MT  0.99995351   -0 05 27.5
 BJ4547;SPC MS W     -   537,438.38  2,241,196.01   sFT  0.99995351   -0 05 27.5
 BJ4547;UTM  15      - 3,429,784.722   737,794.821   MT  1.00029757   +1 16 55.8
 BJ4547
 BJ4547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4547!SPC LA S     -   0.99999144  x   1.00007083  =   1.00006227
 BJ4547!SPC MS W     -   0.99999144  x   0.99995351  =   0.99994495
 BJ4547!UTM  15      -   0.99999144  x   1.00029757  =   1.00028901
 BJ4547
 BJ4547:                Primary Azimuth Mark                     Grid Az
 BJ4547:SPC LA S     -  53A003 LDH 1966                          010 57 13.1
 BJ4547:SPC MS W     -  53A003 LDH 1966                          011 27 22.5
 BJ4547:UTM  15      -  53A003 LDH 1966                          010 04 59.2
 BJ4547
 BJ4547|---------------------------------------------------------------------|
 BJ4547| PID    Reference Object                     Distance      Geod. Az  |
 BJ4547|                                                           dddmmss.s |
 BJ4547| BJ4546 53A003 LDH 1966                     APPROX. 0.8 KM 0112155.0 |
 BJ4547| BJ4548 53A004 LDH 1966                     369.930 METERS 20012     |
 BJ4547|---------------------------------------------------------------------|
 BJ4547
 BJ4547                          SUPERSEDED SURVEY CONTROL
 BJ4547
 BJ4547  NAD 83(1992)-  30 58 39.52008(N)    090 30 36.24477(W) AD(       ) 3
 BJ4547  NAD 83(1986)-  30 58 39.52962(N)    090 30 36.24379(W) AD(       ) 3
 BJ4547  NAD 27      -  30 58 38.88532(N)    090 30 35.89738(W) AD(       ) 3
 BJ4547  NGVD 29 (07/19/86)   81.6    (m)          268.     (f) VERT ANG       
 BJ4547
 BJ4547.Superseded values are not recommended for survey control.
 BJ4547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4547.See file dsdata.txt to determine how the superseded data were derived.
 BJ4547
 BJ4547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3779529785(NAD 83)
 BJ4547_MARKER: DD = SURVEY DISK
 BJ4547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4547+STABILITY: SURFACE MOTION
 BJ4547
 BJ4547  HISTORY     - Date     Condition        Report By
 BJ4547  HISTORY     - 1971     MONUMENTED       LADH
 BJ4547
 BJ4547                          STATION DESCRIPTION
 BJ4547
 BJ4547'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (LFS)
 BJ4547'THE MARK IS LOCATED ABOUT 3 MILES NORTH OF KENTWOOD, 1.5 MILES SOUTH
 BJ4547'OF THE MISSISSIPPI-LOUISIANA STATE LINE, 0.2 MILE NORTH OF THE
 BJ4547'WEIGHING STATION ON INTERSTATE I-55, 104 FEET EAST OF THE CENTER OF
 BJ4547'THE NORTH BOUND LANE OF I-55, 114 FEET SOUTH OF THE PROJECTED
 BJ4547'CENTERLINE OF AN OLD ROAD LEADING EAST FROM I-55 (THIS ROAD
 BJ4547'TERMINATES AT I-55), 3 FEET WEST OF A RIGHT-OF-WAY FENCE LINE, 100
 BJ4547'FEET NORTH OF A POWER POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 BJ4547'IT IS A LOUISIANA STATE HIGHWAY AND U.S. C AND G.S. DISK
 BJ4547'STAMPED 53A004 RESET 1971, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4549 ***********************************************************************
 BJ4549  DESIGNATION -  53A005 LDH 1966
 BJ4549  PID         -  BJ4549
 BJ4549  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4549  USGS QUAD   -  KENTWOOD (1980)
 BJ4549
 BJ4549                         *CURRENT SURVEY CONTROL
 BJ4549  ___________________________________________________________________
 BJ4549* NAD 83(1992)-  30 57 27.86784(N)    090 31 12.99405(W)     ADJUSTED  
 BJ4549* NAVD 88     -        82.1    (meters)     269.     (feet)  VERTCON   
 BJ4549  ___________________________________________________________________
 BJ4549  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ4549  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4549
 BJ4549  HORZ ORDER  -  SECOND
 BJ4549
 BJ4549.The horizontal coordinates were established by classical geodetic methods
 BJ4549.and adjusted by the National Geodetic Survey in May 1994..
 BJ4549
 BJ4549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4549
 BJ4549.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4549
 BJ4549.The geoid height was determined by GEOID03.
 BJ4549
 BJ4549;                    North         East     Units Scale Factor Converg.
 BJ4549;SPC LA S     -   272,714.783 1,077,689.046   MT  1.00006497   +0 24 23.5
 BJ4549;SPC LA S     -   894,731.75  3,535,718.15   sFT  1.00006497   +0 24 23.5
 BJ4549;SPC MS W     -   161,606.746   682,139.176   MT  0.99995393   -0 05 46.2
 BJ4549;SPC MS W     -   530,204.80  2,237,984.95   sFT  0.99995393   -0 05 46.2
 BJ4549;UTM  15      - 3,427,556.349   736,868.871   MT  1.00029215   +1 16 34.2
 BJ4549
 BJ4549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4549!SPC LA S     -   0.99999137  x   1.00006497  =   1.00005634
 BJ4549!SPC MS W     -   0.99999137  x   0.99995393  =   0.99994530
 BJ4549!UTM  15      -   0.99999137  x   1.00029215  =   1.00028351
 BJ4549
 BJ4549:                Primary Azimuth Mark                     Grid Az
 BJ4549:SPC LA S     -  53A006 LDH 1966                          200 08 53.3
 BJ4549:SPC MS W     -  53A006 LDH 1966                          200 39 03.0
 BJ4549:UTM  15      -  53A006 LDH 1966                          199 16 42.6
 BJ4549
 BJ4549|---------------------------------------------------------------------|
 BJ4549| PID    Reference Object                     Distance      Geod. Az  |
 BJ4549|                                                           dddmmss.s |
 BJ4549| BJ4550 53A006 LDH 1966                     APPROX. 1.0 KM 2003316.8 |
 BJ4549|---------------------------------------------------------------------|
 BJ4549
 BJ4549                          SUPERSEDED SURVEY CONTROL
 BJ4549
 BJ4549  NAD 83(1992)-  30 57 27.87288(N)    090 31 12.99175(W) AD(       ) 2
 BJ4549  NAD 83(1986)-  30 57 27.88286(N)    090 31 12.99052(W) AD(       ) 2
 BJ4549  NAD 27      -  30 57 27.23707(N)    090 31 12.64401(W) AD(       ) 2
 BJ4549  NGVD 29 (07/19/86)   82.1    (m)          269.     (f) VERT ANG       
 BJ4549
 BJ4549.Superseded values are not recommended for survey control.
 BJ4549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4549.See file dsdata.txt to determine how the superseded data were derived.
 BJ4549
 BJ4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3686927556(NAD 83)
 BJ4549_MARKER: DD = SURVEY DISK
 BJ4549_SETTING: 0 = UNSPECIFIED SETTING
 BJ4549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4549
 BJ4549  HISTORY     - Date     Condition        Report By
 BJ4549  HISTORY     - 1966     MONUMENTED       LADH
 BJ4549
 BJ4549                          STATION DESCRIPTION
 BJ4549
 BJ4549'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4549'THIS STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE STATE HIGHWAY
 BJ4549'1053 OVERPASS ON INTERSTATE 55.  THE STATION IS MARKED BY A STANDARD
 BJ4549'BRONZE DISK SET IN THE CURB ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 BJ4549'ROADWAY, 5.00 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, AND
 BJ4549'13.00 FEET SOUTH OF THE CENTERLINE OF THE ROADWAY ON OVERPASS.
 BJ4549'
 BJ4549'TO REACH THIS STATION FROM THE U. S. POST OFFICE (ON THE CORNER OF
 BJ4549'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW 5TH STREET SOUTH FOR
 BJ4549'0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4549'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILES TO THE
 BJ4549'INTERCHANGE ON INTERSTATE 55, THENCE NORTH ALONG INTERSTATE
 BJ4549'55 FOR 1.46 MILES TO THE STATION WHICH IS SET IN THE SOUTHWEST
 BJ4549'CORNER OF THE OVERPASS.  STATION IS STAMPED 53A005.
 BJ4549'
 BJ4549'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4550 ***********************************************************************
 BJ4550  DESIGNATION -  53A006 LDH 1966
 BJ4550  PID         -  BJ4550
 BJ4550  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4550  USGS QUAD   -  KENTWOOD (1980)
 BJ4550
 BJ4550                         *CURRENT SURVEY CONTROL
 BJ4550  ___________________________________________________________________
 BJ4550* NAD 83(1992)-  30 56 56.48550(N)    090 31 26.64733(W)     ADJUSTED  
 BJ4550* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 BJ4550  ___________________________________________________________________
 BJ4550  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4550  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4550
 BJ4550  HORZ ORDER  -  SECOND
 BJ4550
 BJ4550.The horizontal coordinates were established by classical geodetic methods
 BJ4550.and adjusted by the National Geodetic Survey in May 1994..
 BJ4550
 BJ4550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4550
 BJ4550.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4550
 BJ4550.The geoid height was determined by GEOID03.
 BJ4550
 BJ4550;                    North         East     Units Scale Factor Converg.
 BJ4550;SPC LA S     -   271,745.703 1,077,333.490   MT  1.00006244   +0 24 16.7
 BJ4550;SPC LA S     -   891,552.36  3,534,551.63   sFT  1.00006244   +0 24 16.7
 BJ4550;SPC MS W     -   160,640.929   681,775.172   MT  0.99995410   -0 05 53.1
 BJ4550;SPC MS W     -   527,036.11  2,236,790.71   sFT  0.99995410   -0 05 53.1
 BJ4550;UTM  15      - 3,426,581.763   736,527.984   MT  1.00029016   +1 16 26.0
 BJ4550
 BJ4550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4550!SPC LA S     -   0.99999046  x   1.00006244  =   1.00005290
 BJ4550!SPC MS W     -   0.99999046  x   0.99995410  =   0.99994456
 BJ4550!UTM  15      -   0.99999046  x   1.00029016  =   1.00028061
 BJ4550
 BJ4550:                Primary Azimuth Mark                     Grid Az
 BJ4550:SPC LA S     -  53A007 LDH 1966                          181 13 05.1
 BJ4550:SPC MS W     -  53A007 LDH 1966                          181 43 14.9
 BJ4550:UTM  15      -  53A007 LDH 1966                          180 20 55.8
 BJ4550
 BJ4550|---------------------------------------------------------------------|
 BJ4550| PID    Reference Object                     Distance      Geod. Az  |
 BJ4550|                                                           dddmmss.s |
 BJ4550| BJ4553 53A007 LDH 1966                     APPROX. 1.4 KM 1813721.8 |
 BJ4550|---------------------------------------------------------------------|
 BJ4550
 BJ4550                          SUPERSEDED SURVEY CONTROL
 BJ4550
 BJ4550  NAD 83(1992)-  30 56 56.49020(N)    090 31 26.64523(W) AD(       ) 2
 BJ4550  NAD 83(1986)-  30 56 56.50045(N)    090 31 26.64386(W) AD(       ) 2
 BJ4550  NAD 27      -  30 56 55.85406(N)    090 31 26.29737(W) AD(       ) 2
 BJ4550  NGVD 29 (07/19/86)   87.9    (m)          288.     (f) VERT ANG       
 BJ4550
 BJ4550.Superseded values are not recommended for survey control.
 BJ4550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4550.See file dsdata.txt to determine how the superseded data were derived.
 BJ4550
 BJ4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3652826582(NAD 83)
 BJ4550_MARKER: DD = SURVEY DISK
 BJ4550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4550+STABILITY: SURFACE MOTION
 BJ4550
 BJ4550  HISTORY     - Date     Condition        Report By
 BJ4550  HISTORY     - 1966     MONUMENTED       LADH
 BJ4550
 BJ4550                          STATION DESCRIPTION
 BJ4550
 BJ4550'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4550'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 0.83 MILES FROM
 BJ4550'THE AVENUE G (STATE HIGHWAY 38) INTERCHANGE IN KENTWOOD.  THE STATION
 BJ4550'IS SET TO THE WEST OF INTERSTATE 55 ON A HILL NEXT TO THE RIGHT OF
 BJ4550'WAY FENCE, 3.30 FEET EAST OF THE RIGHT OF WAY FENCE, 1.30 FEET
 BJ4550'WEST OF A METAL WITNESS POST AND SIGN, 38.30 FEET NORTHEAST OF A
 BJ4550'HIGHWAY RIGHT OF WAY MARKER, 63.70 FEET SOUTHEAST OF A HIGHWAY
 BJ4550'RIGHT OF WAY MARKER, AND 131.0 FEET WEST OF THE CENTERLINE OF THE
 BJ4550'SOUTH BOUND LANE OF INTERSTATE 55.
 BJ4550'
 BJ4550'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4550'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4550'THE GROUND.  STATION IS STAMPED 53A006.
 BJ4550'
 BJ4550'TO REACH THIS STATION FROM THE U. S. POST OFFICE (ON THE CORNER OF
 BJ4550'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW ALONG 5TH STREET SOUTH
 BJ4550'FOR 0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4550'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILES TO
 BJ4550'THE INTERCHANGE ON INTERSTATE 55, THENCE NORTH ALONG INTERSTATE 55
 BJ4550'FOR 0.83 MILES TO THE STATION WHICH IS SET TO THE WEST OF THE
 BJ4550'HIGHWAY.
 BJ4550'
 BJ4550'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4553 ***********************************************************************
 BJ4553  DESIGNATION -  53A007 LDH 1966
 BJ4553  PID         -  BJ4553
 BJ4553  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4553  USGS QUAD   -  KENTWOOD (1980)
 BJ4553
 BJ4553                         *CURRENT SURVEY CONTROL
 BJ4553  ___________________________________________________________________
 BJ4553* NAD 83(1992)-  30 56 11.18916(N)    090 31 28.13599(W)     ADJUSTED  
 BJ4553* NAVD 88     -        88.10   (+/-2cm)     289.0    (feet)  VERTCON   
 BJ4553  ___________________________________________________________________
 BJ4553  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BJ4553  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4553
 BJ4553  HORZ ORDER  -  SECOND
 BJ4553  VERT ORDER  -  THIRD ? (See Below)
 BJ4553
 BJ4553.The horizontal coordinates were established by classical geodetic methods
 BJ4553.and adjusted by the National Geodetic Survey in May 1994..
 BJ4553
 BJ4553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4553.The vertical order pertains to the NGVD 29 superseded value.
 BJ4553
 BJ4553.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4553
 BJ4553.The geoid height was determined by GEOID03.
 BJ4553
 BJ4553;                    North         East     Units Scale Factor Converg.
 BJ4553;SPC LA S     -   270,350.392 1,077,303.823   MT  1.00005883   +0 24 16.0
 BJ4553;SPC LA S     -   886,974.58  3,534,454.29   sFT  1.00005883   +0 24 16.0
 BJ4553;SPC MS W     -   159,246.080   681,733.267   MT  0.99995411   -0 05 53.8
 BJ4553;SPC MS W     -   522,459.85  2,236,653.23   sFT  0.99995411   -0 05 53.8
 BJ4553;UTM  15      - 3,425,185.842   736,519.480   MT  1.00029011   +1 16 23.6
 BJ4553
 BJ4553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4553!SPC LA S     -   0.99999043  x   1.00005883  =   1.00004926
 BJ4553!SPC MS W     -   0.99999043  x   0.99995411  =   0.99994454
 BJ4553!UTM  15      -   0.99999043  x   1.00029011  =   1.00028054
 BJ4553
 BJ4553:                Primary Azimuth Mark                     Grid Az
 BJ4553:SPC LA S     -  53A006 LDH 1966                          001 13 05.0
 BJ4553:SPC MS W     -  53A006 LDH 1966                          001 43 14.8
 BJ4553:UTM  15      -  53A006 LDH 1966                          000 20 57.4
 BJ4553
 BJ4553|---------------------------------------------------------------------|
 BJ4553| PID    Reference Object                     Distance      Geod. Az  |
 BJ4553|                                                           dddmmss.s |
 BJ4553| BJ4550 53A006 LDH 1966                     APPROX. 1.4 KM 0013721.0 |
 BJ4553|---------------------------------------------------------------------|
 BJ4553
 BJ4553                          SUPERSEDED SURVEY CONTROL
 BJ4553
 BJ4553  NAD 83(1992)-  30 56 11.19341(N)    090 31 28.13400(W) AD(       ) 2
 BJ4553  NAD 83(1986)-  30 56 11.20402(N)    090 31 28.13256(W) AD(       ) 2
 BJ4553  NAD 27      -  30 56 10.55656(N)    090 31 27.78667(W) AD(       ) 2
 BJ4553  NGVD 29 (07/19/86)   88.10   (m)          289.0    (f) LEVELING    3  
 BJ4553
 BJ4553.Superseded values are not recommended for survey control.
 BJ4553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4553.See file dsdata.txt to determine how the superseded data were derived.
 BJ4553
 BJ4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3651925186(NAD 83)
 BJ4553_MARKER: DD = SURVEY DISK
 BJ4553_SETTING: 0 = UNSPECIFIED SETTING
 BJ4553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4553
 BJ4553  HISTORY     - Date     Condition        Report By
 BJ4553  HISTORY     - 1966     MONUMENTED       LADH
 BJ4553
 BJ4553                          STATION DESCRIPTION
 BJ4553
 BJ4553'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4553'THIS STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE AVENUE G
 BJ4553'(STATE HIGHWAY 38) OVERPASS ON THE SOUTH BOUND ROADWAY OF INTERSTATE
 BJ4553'55.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE CURB
 BJ4553'ABOUT 4 INCHES ABOVE THE SURFACE OF THE ROADWAY, 5.30 FEET
 BJ4553'NORTHWEST OF A METAL WITNESS POST AND SIGN, AND IS 14.30 FEET EAST
 BJ4553'OF THE CENTERLINE OF THE SOUTH BOUND ROADWAY.
 BJ4553'
 BJ4553'TO REACH THIS STATION FROM THE U. S. POST OFFICE (ON THE CORNER OF
 BJ4553'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW 5TH STREET SOUTH FOR
 BJ4553'0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4553'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILES TO THE
 BJ4553'STATION WHICH IS SET IN THE SOUTHEAST CORNER OF THE OVERPASS ON THE
 BJ4553'SOUTH BOUND ROADWAY OF INTERSTATE 55.  STATION IS STAMPED
 BJ4553'53A007.
 BJ4553'
 BJ4553'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4552 ***********************************************************************
 BJ4552  DESIGNATION -  53A008 LDH 1966
 BJ4552  PID         -  BJ4552
 BJ4552  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4552  USGS QUAD   -  KENTWOOD (1980)
 BJ4552
 BJ4552                         *CURRENT SURVEY CONTROL
 BJ4552  ___________________________________________________________________
 BJ4552* NAD 83(1992)-  30 55 29.45461(N)    090 31 27.06052(W)     ADJUSTED  
 BJ4552* NAVD 88     -        76.6    (meters)     251.     (feet)  VERTCON   
 BJ4552  ___________________________________________________________________
 BJ4552  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BJ4552  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4552
 BJ4552  HORZ ORDER  -  SECOND
 BJ4552
 BJ4552.The horizontal coordinates were established by classical geodetic methods
 BJ4552.and adjusted by the National Geodetic Survey in May 1994..
 BJ4552
 BJ4552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4552
 BJ4552.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4552
 BJ4552.The geoid height was determined by GEOID03.
 BJ4552
 BJ4552;                    North         East     Units Scale Factor Converg.
 BJ4552;SPC LA S     -   269,065.264 1,077,341.450   MT  1.00005555   +0 24 16.5
 BJ4552;SPC LA S     -   882,758.29  3,534,577.74   sFT  1.00005555   +0 24 16.5
 BJ4552;SPC MS W     -   157,960.804   681,759.615   MT  0.99995410   -0 05 53.1
 BJ4552;SPC MS W     -   518,243.07  2,236,739.67   sFT  0.99995410   -0 05 53.1
 BJ4552;UTM  15      - 3,423,901.133   736,576.597   MT  1.00029044   +1 16 22.6
 BJ4552
 BJ4552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4552!SPC LA S     -   0.99999224  x   1.00005555  =   1.00004779
 BJ4552!SPC MS W     -   0.99999224  x   0.99995410  =   0.99994634
 BJ4552!UTM  15      -   0.99999224  x   1.00029044  =   1.00028267
 BJ4552
 BJ4552:                Primary Azimuth Mark                     Grid Az
 BJ4552:SPC LA S     -  53A009 LDH 1966                          179 32 18.4
 BJ4552:SPC MS W     -  53A009 LDH 1966                          180 02 28.0
 BJ4552:UTM  15      -  53A009 LDH 1966                          178 40 12.3
 BJ4552
 BJ4552|---------------------------------------------------------------------|
 BJ4552| PID    Reference Object                     Distance      Geod. Az  |
 BJ4552|                                                           dddmmss.s |
 BJ4552| BJ4551 53A009 LDH 1966                     APPROX. 1.5 KM 1795634.9 |
 BJ4552|---------------------------------------------------------------------|
 BJ4552
 BJ4552                          SUPERSEDED SURVEY CONTROL
 BJ4552
 BJ4552  NAD 83(1992)-  30 55 29.45870(N)    090 31 27.05863(W) AD(       ) 2
 BJ4552  NAD 83(1986)-  30 55 29.46943(N)    090 31 27.05714(W) AD(       ) 2
 BJ4552  NAD 27      -  30 55 28.82076(N)    090 31 26.71180(W) AD(       ) 2
 BJ4552  NGVD 29 (07/19/86)   76.6    (m)          251.     (f) VERT ANG       
 BJ4552
 BJ4552.Superseded values are not recommended for survey control.
 BJ4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4552.See file dsdata.txt to determine how the superseded data were derived.
 BJ4552
 BJ4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3657723901(NAD 83)
 BJ4552_MARKER: DD = SURVEY DISK
 BJ4552_SETTING: 0 = UNSPECIFIED SETTING
 BJ4552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4552
 BJ4552  HISTORY     - Date     Condition        Report By
 BJ4552  HISTORY     - 1966     MONUMENTED       LADH
 BJ4552
 BJ4552                          STATION DESCRIPTION
 BJ4552
 BJ4552'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4552'THIS STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE OVERPASS ON
 BJ4552'THE NORTH BOUND LANE OF INTERSTATE 55.  THE STATION IS MARKED BY A
 BJ4552'STANDARD BRONZE DISK SET IN THE CURB ABOUT 8 INCHES ABOVE THE
 BJ4552'SURFACE OF THE ROADWAY, 4.80 FEET NORTHWEST OF A METAL WITNESS POST
 BJ4552'AND SIGN, AND IS 14.90 FEET EAST OF THE CENTERLINE OF THE ROADWAY ON
 BJ4552'THE OVERPASS.
 BJ4552'
 BJ4552'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON THE CORNER OF
 BJ4552'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW 5TH STREET SOUTH FOR
 BJ4552'0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4552'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILES TO THE
 BJ4552'INTERCHANGE ON INTERSTATE 55, THENCE SOUTH ALONG INTERSTATE
 BJ4552'55 FOR 0.80 MILES TO THE STATION WHICH IS SET IN THE OVERPASS ON
 BJ4552'THE NORTH BOUND LANE OF INTERSTATE 55.  STATION IS STAMPED 53A008.
 BJ4552'
 BJ4552'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4551 ***********************************************************************
 BJ4551  DESIGNATION -  53A009 LDH 1966
 BJ4551  PID         -  BJ4551
 BJ4551  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4551  USGS QUAD   -  KENTWOOD (1980)
 BJ4551
 BJ4551                         *CURRENT SURVEY CONTROL
 BJ4551  ___________________________________________________________________
 BJ4551* NAD 83(1992)-  30 54 39.58935(N)    090 31 27.00301(W)     ADJUSTED  
 BJ4551* NAVD 88     -        80.2    (meters)     263.     (feet)  VERTCON   
 BJ4551  ___________________________________________________________________
 BJ4551  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4551  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4551
 BJ4551  HORZ ORDER  -  SECOND
 BJ4551
 BJ4551.The horizontal coordinates were established by classical geodetic methods
 BJ4551.and adjusted by the National Geodetic Survey in May 1994..
 BJ4551
 BJ4551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4551
 BJ4551.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4551
 BJ4551.The geoid height was determined by GEOID03.
 BJ4551
 BJ4551;                    North         East     Units Scale Factor Converg.
 BJ4551;SPC LA S     -   267,529.546 1,077,353.822   MT  1.00005168   +0 24 16.5
 BJ4551;SPC LA S     -   877,719.85  3,534,618.33   sFT  1.00005168   +0 24 16.5
 BJ4551;SPC MS W     -   156,425.190   681,758.514   MT  0.99995410   -0 05 52.9
 BJ4551;SPC MS W     -   513,204.98  2,236,736.06   sFT  0.99995410   -0 05 52.9
 BJ4551;UTM  15      - 3,422,365.415   736,612.243   MT  1.00029065   +1 16 20.8
 BJ4551
 BJ4551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4551!SPC LA S     -   0.99999167  x   1.00005168  =   1.00004335
 BJ4551!SPC MS W     -   0.99999167  x   0.99995410  =   0.99994577
 BJ4551!UTM  15      -   0.99999167  x   1.00029065  =   1.00028232
 BJ4551
 BJ4551:                Primary Azimuth Mark                     Grid Az
 BJ4551:SPC LA S     -  53A006 LDH 1966                          359 43 25.4
 BJ4551:SPC MS W     -  53A006 LDH 1966                          000 13 34.8
 BJ4551:UTM  15      -  53A006 LDH 1966                          358 51 21.1
 BJ4551
 BJ4551|---------------------------------------------------------------------|
 BJ4551| PID    Reference Object                     Distance      Geod. Az  |
 BJ4551|                                                           dddmmss.s |
 BJ4551| BJ4550 53A006 LDH 1966                     APPROX. 4.2 KM 0000741.9 |
 BJ4551|---------------------------------------------------------------------|
 BJ4551
 BJ4551                          SUPERSEDED SURVEY CONTROL
 BJ4551
 BJ4551  NAD 83(1992)-  30 54 39.59327(N)    090 31 27.00123(W) AD(       ) 2
 BJ4551  NAD 83(1986)-  30 54 39.60414(N)    090 31 26.99968(W) AD(       ) 2
 BJ4551  NAD 27      -  30 54 38.95416(N)    090 31 26.65544(W) AD(       ) 2
 BJ4551  NGVD 29 (07/19/86)   80.2    (m)          263.     (f) VERT ANG       
 BJ4551
 BJ4551.Superseded values are not recommended for survey control.
 BJ4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4551.See file dsdata.txt to determine how the superseded data were derived.
 BJ4551
 BJ4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3661222365(NAD 83)
 BJ4551_MARKER: DD = SURVEY DISK
 BJ4551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4551+STABILITY: SURFACE MOTION
 BJ4551
 BJ4551  HISTORY     - Date     Condition        Report By
 BJ4551  HISTORY     - 1966     MONUMENTED       LADH
 BJ4551
 BJ4551                          STATION DESCRIPTION
 BJ4551
 BJ4551'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4551'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 1.74 MILES FROM
 BJ4551'THE AVENUE G (STATE HIGHWAY 38) INTERCHANGE IN KENTWOOD.  THE STATION
 BJ4551'IS SET TO THE EAST OF INTERSTATE 55 ON A HILL NEAR THE RIGHT OF WAY
 BJ4551'FENCE, 1.10 FEET EAST OF A METAL WITNESS POST AND SIGN, 4.10
 BJ4551'FEET WEST OF THE RIGHT OF WAY FENCE, 6.60 FEET WEST OF A POWER POLE,
 BJ4551'47.40 FEET SOUTHWEST OF A BRACE POST IN THE FENCE, AND 101.0 FEET
 BJ4551'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF INTERSTATE 55,
 BJ4551'AND DIRECTLY UNDER THE ELECTRIC SERVICE LINE OVER INTERSTATE 55.
 BJ4551'
 BJ4551'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4551'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4551'THE GROUND.  STATION IS STAMPED 53A009.
 BJ4551'
 BJ4551'TO REACH THIS STATION FROM THE U. S. POST OFFICE (ON THE CORNER OF
 BJ4551'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW 5TH STREET SOUTH FOR
 BJ4551'0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4551'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILES TO
 BJ4551'INTERCHANGE ON INTERSTATE 55, THENCE SOUTH ALONG INTERSTATE 55 FOR
 BJ4551'1.74 MILES TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BJ4551'
 BJ4551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4556 ***********************************************************************
 BJ4556  DESIGNATION -  53A010 LDH 1966
 BJ4556  PID         -  BJ4556
 BJ4556  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4556  USGS QUAD   -  KENTWOOD (1980)
 BJ4556
 BJ4556                         *CURRENT SURVEY CONTROL
 BJ4556  ___________________________________________________________________
 BJ4556* NAD 83(1992)-  30 54 10.83497(N)    090 31 32.91271(W)     ADJUSTED  
 BJ4556* NAVD 88     -        78.9    (meters)     259.     (feet)  VERTCON   
 BJ4556  ___________________________________________________________________
 BJ4556  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BJ4556  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4556
 BJ4556  HORZ ORDER  -  SECOND
 BJ4556
 BJ4556.The horizontal coordinates were established by classical geodetic methods
 BJ4556.and adjusted by the National Geodetic Survey in May 1994..
 BJ4556
 BJ4556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4556
 BJ4556.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4556
 BJ4556.The geoid height was determined by GEOID03.
 BJ4556
 BJ4556;                    North         East     Units Scale Factor Converg.
 BJ4556;SPC LA S     -   266,642.879 1,077,203.135   MT  1.00004947   +0 24 13.6
 BJ4556;SPC LA S     -   874,810.85  3,534,123.95   sFT  1.00004947   +0 24 13.6
 BJ4556;SPC MS W     -   155,539.963   681,600.070   MT  0.99995417   -0 05 55.9
 BJ4556;SPC MS W     -   510,300.70  2,236,216.23   sFT  0.99995417   -0 05 55.9
 BJ4556;UTM  15      - 3,421,476.354   736,474.968   MT  1.00028985   +1 16 16.7
 BJ4556
 BJ4556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4556!SPC LA S     -   0.99999188  x   1.00004947  =   1.00004135
 BJ4556!SPC MS W     -   0.99999188  x   0.99995417  =   0.99994605
 BJ4556!UTM  15      -   0.99999188  x   1.00028985  =   1.00028173
 BJ4556
 BJ4556:                Primary Azimuth Mark                     Grid Az
 BJ4556:SPC LA S     -  53A011 LDH 1966                          191 46 01.7
 BJ4556:SPC MS W     -  53A011 LDH 1966                          192 16 11.2
 BJ4556:UTM  15      -  53A011 LDH 1966                          190 53 58.6
 BJ4556
 BJ4556|---------------------------------------------------------------------|
 BJ4556| PID    Reference Object                     Distance      Geod. Az  |
 BJ4556|                                                           dddmmss.s |
 BJ4556| BJ4557 53A011 LDH 1966                     APPROX. 1.8 KM 1921015.3 |
 BJ4556|---------------------------------------------------------------------|
 BJ4556
 BJ4556                          SUPERSEDED SURVEY CONTROL
 BJ4556
 BJ4556  NAD 83(1992)-  30 54 10.83855(N)    090 31 32.91107(W) AD(       ) 2
 BJ4556  NAD 83(1986)-  30 54 10.84969(N)    090 31 32.90942(W) AD(       ) 2
 BJ4556  NAD 27      -  30 54 10.19904(N)    090 31 32.56526(W) AD(       ) 2
 BJ4556  NGVD 29 (07/19/86)   78.9    (m)          259.     (f) VERT ANG       
 BJ4556
 BJ4556.Superseded values are not recommended for survey control.
 BJ4556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4556.See file dsdata.txt to determine how the superseded data were derived.
 BJ4556
 BJ4556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3647521476(NAD 83)
 BJ4556_MARKER: DD = SURVEY DISK
 BJ4556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4556+STABILITY: SURFACE MOTION
 BJ4556
 BJ4556  HISTORY     - Date     Condition        Report By
 BJ4556  HISTORY     - 1966     MONUMENTED       LADH
 BJ4556
 BJ4556                          STATION DESCRIPTION
 BJ4556
 BJ4556'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4556'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 2.32 MILES FROM
 BJ4556'THE STATE HIGHWAY 38 INTERCHANGE ON INTERSTATE 55 IN KENTWOOD.  THE
 BJ4556'STATION IS SET TO THE EAST OF INTERSTATE 55 ON A HILL NEAR THE
 BJ4556'RIGHT OF WAY FENCE AND A STAND OF PINE TREES, 1.10 FEET EAST OF A
 BJ4556'METAL WITNESS POST AND SIGN, 14.40 FEET WEST OF THE EAST RIGHT
 BJ4556'OF WAY FENCE, 104.60 FEET NORTH OF A BRACE POST IN THE EAST RIGHT OF
 BJ4556'WAY FENCE AND 90.50 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 BJ4556'LANE ON INTERSTATE 55.
 BJ4556'
 BJ4556'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4556'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4556'THE GROUND.  STATION IS STAMPED 53A010.
 BJ4556'
 BJ4556'TO REACH THIS STATION FROM THE U. S. POST OFFICE (ON THE CORNER OF
 BJ4556'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW 5TH STREET SOUTH FOR
 BJ4556'0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4556'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILES TO THE
 BJ4556'INTERCHANGE ON INTERSTATE 55, THENCE SOUTH ALONG INTERSTATE 55 FOR
 BJ4556'2.32 MILES TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BJ4556'
 BJ4556'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4557 ***********************************************************************
 BJ4557  DESIGNATION -  53A011 LDH 1966
 BJ4557  PID         -  BJ4557
 BJ4557  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4557  USGS QUAD   -  KENTWOOD (1980)
 BJ4557
 BJ4557                         *CURRENT SURVEY CONTROL
 BJ4557  ___________________________________________________________________
 BJ4557* NAD 83(1992)-  30 53 14.36076(N)    090 31 47.03561(W)     ADJUSTED  
 BJ4557* NAVD 88     -        67.3    (meters)     221.     (feet)  VERTCON   
 BJ4557  ___________________________________________________________________
 BJ4557  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4557  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4557
 BJ4557  HORZ ORDER  -  SECOND
 BJ4557
 BJ4557.The horizontal coordinates were established by classical geodetic methods
 BJ4557.and adjusted by the National Geodetic Survey in May 1994..
 BJ4557
 BJ4557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4557
 BJ4557.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4557
 BJ4557.The geoid height was determined by GEOID03.
 BJ4557
 BJ4557;                    North         East     Units Scale Factor Converg.
 BJ4557;SPC LA S     -   264,900.990 1,076,840.278   MT  1.00004520   +0 24 06.5
 BJ4557;SPC LA S     -   869,096.00  3,532,933.48   sFT  1.00004520   +0 24 06.5
 BJ4557;SPC MS W     -   153,801.487   681,221.982   MT  0.99995435   -0 06 03.0
 BJ4557;SPC MS W     -   504,597.05  2,234,975.79   sFT  0.99995435   -0 06 03.0
 BJ4557;UTM  15      - 3,419,728.751   736,138.435   MT  1.00028789   +1 16 07.3
 BJ4557
 BJ4557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4557!SPC LA S     -   0.99999370  x   1.00004520  =   1.00003890
 BJ4557!SPC MS W     -   0.99999370  x   0.99995435  =   0.99994805
 BJ4557!UTM  15      -   0.99999370  x   1.00028789  =   1.00028159
 BJ4557
 BJ4557:                Primary Azimuth Mark                     Grid Az
 BJ4557:SPC LA S     -  53A012 LDH 1966                          177 15 15.8
 BJ4557:SPC MS W     -  53A012 LDH 1966                          177 45 25.3
 BJ4557:UTM  15      -  53A012 LDH 1966                          176 23 15.0
 BJ4557
 BJ4557|---------------------------------------------------------------------|
 BJ4557| PID    Reference Object                     Distance      Geod. Az  |
 BJ4557|                                                           dddmmss.s |
 BJ4557| BJ4566 53A012 LDH 1966                     APPROX. 1.5 KM 1773922.3 |
 BJ4557|---------------------------------------------------------------------|
 BJ4557
 BJ4557                          SUPERSEDED SURVEY CONTROL
 BJ4557
 BJ4557  NAD 83(1992)-  30 53 14.36400(N)    090 31 47.03420(W) AD(       ) 2
 BJ4557  NAD 83(1986)-  30 53 14.37542(N)    090 31 47.03238(W) AD(       ) 2
 BJ4557  NAD 27      -  30 53 13.72343(N)    090 31 46.68835(W) AD(       ) 2
 BJ4557  NGVD 29 (07/19/86)   67.3    (m)          221.     (f) VERT ANG       
 BJ4557
 BJ4557.Superseded values are not recommended for survey control.
 BJ4557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4557.See file dsdata.txt to determine how the superseded data were derived.
 BJ4557
 BJ4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3613819729(NAD 83)
 BJ4557_MARKER: DD = SURVEY DISK
 BJ4557_SETTING: 0 = UNSPECIFIED SETTING
 BJ4557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4557
 BJ4557  HISTORY     - Date     Condition        Report By
 BJ4557  HISTORY     - 1966     MONUMENTED       LADH
 BJ4557
 BJ4557                          STATION DESCRIPTION
 BJ4557
 BJ4557'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4557'THIS STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE STATE HIGHWAY
 BJ4557'1050 OVERPASS ON INTERSTATE 55.  THE STATION IS MARKED BY A STANDARD
 BJ4557'BRONZE DISK SET IN THE CURB ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 BJ4557'ROADWAY OF THE OVERPASS, 5.00 FEET NORTHEAST OF A METAL WITNESS
 BJ4557'POST AND SIGN AND 12.70 FEET SOUTH OF THE CENTERLINE OF THE ROADWAY
 BJ4557'ON THE OVERPASS.
 BJ4557'
 BJ4557'TO REACH THIS STATION FROM THE U. S. POST OFFICE (ON THE CORNER OF
 BJ4557'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW 5TH STREET SOUTH FOR
 BJ4557'0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4557'THENCE WEST ALONG AVENUE G FOR 0.77 MILES TO THE INTERCHANGE ON
 BJ4557'INTERSTATE 55, THENCE SOUTH ALONG INTERSTATE 55 FOR 3.40 MILES TO
 BJ4557'THE STATION WHICH IS SET IN THE SOUTHWEST CORNER OF THE OVERPASS.
 BJ4557'STATION IS STAMPED 53A011.
 BJ4557'
 BJ4557'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4566 ***********************************************************************
 BJ4566  DESIGNATION -  53A012 LDH 1966
 BJ4566  PID         -  BJ4566
 BJ4566  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4566  USGS QUAD   -  ROSELAND (1981)
 BJ4566
 BJ4566                         *CURRENT SURVEY CONTROL
 BJ4566  ___________________________________________________________________
 BJ4566* NAD 83(1992)-  30 52 25.52889(N)    090 31 44.71845(W)     ADJUSTED  
 BJ4566* NAVD 88     -        75.7    (meters)     248.     (feet)  VERTCON   
 BJ4566  ___________________________________________________________________
 BJ4566  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BJ4566  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4566
 BJ4566  HORZ ORDER  -  SECOND
 BJ4566
 BJ4566.The horizontal coordinates were established by classical geodetic methods
 BJ4566.and adjusted by the National Geodetic Survey in May 1994..
 BJ4566
 BJ4566.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4566
 BJ4566.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4566
 BJ4566.The geoid height was determined by GEOID03.
 BJ4566
 BJ4566;                    North         East     Units Scale Factor Converg.
 BJ4566;SPC LA S     -   263,397.543 1,076,912.379   MT  1.00004157   +0 24 07.7
 BJ4566;SPC LA S     -   864,163.44  3,533,170.03   sFT  1.00004157   +0 24 07.7
 BJ4566;UTM  15      - 3,418,226.199   736,233.291   MT  1.00028845   +1 16 06.7
 BJ4566
 BJ4566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4566!SPC LA S     -   0.99999239  x   1.00004157  =   1.00003395
 BJ4566!UTM  15      -   0.99999239  x   1.00028845  =   1.00028083
 BJ4566
 BJ4566|---------------------------------------------------------------------|
 BJ4566| PID    Reference Object                     Distance      Geod. Az  |
 BJ4566|                                                           dddmmss.s |
 BJ4566| BJ4567 53B001 LDH 1966                     344.947 METERS 25306     |
 BJ4566| BJ4557 53A011 LDH 1966                     APPROX. 1.5 KM 3573923.5 |
 BJ4566|---------------------------------------------------------------------|
 BJ4566
 BJ4566                          SUPERSEDED SURVEY CONTROL
 BJ4566
 BJ4566  NAD 83(1992)-  30 52 25.53199(N)    090 31 44.71715(W) AD(       ) 2
 BJ4566  NAD 83(1986)-  30 52 25.54352(N)    090 31 44.71525(W) AD(       ) 2
 BJ4566  NAD 27      -  30 52 24.89017(N)    090 31 44.37180(W) AD(       ) 2
 BJ4566  NGVD 29 (07/19/86)   75.7    (m)          248.     (f) VERT ANG       
 BJ4566
 BJ4566.Superseded values are not recommended for survey control.
 BJ4566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4566.See file dsdata.txt to determine how the superseded data were derived.
 BJ4566
 BJ4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3623318226(NAD 83)
 BJ4566_MARKER: DD = SURVEY DISK
 BJ4566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4566+STABILITY: SURFACE MOTION
 BJ4566
 BJ4566  HISTORY     - Date     Condition        Report By
 BJ4566  HISTORY     - 1966     MONUMENTED       LADH
 BJ4566
 BJ4566                          STATION DESCRIPTION
 BJ4566
 BJ4566'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4566'THIS STATION IS LOCATED WEST ALONG STATE HIGHWAY 440, 1.11 MILES FROM
 BJ4566'THE U. S. POST OFFICE IN TANGIPAHOA.  THE STATION IS SET JUST
 BJ4566'OUTSIDE THE NORTHWEST CORNER OF THE TANGIPAHOA CEMETERY NORTH OF
 BJ4566'STATE HIGHWAY 440, 1.50 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 BJ4566'22.20 FEET WEST OF A 30 INCH OAK TREE, 11.70 FEET SOUTHWEST OF THE
 BJ4566'NORTHWEST CORNER OF THE CEMETERY, 6.90 FEET WEST OF THE WEST FENCE OF
 BJ4566'THE CEMETERY, 63.20 FEET NORTH OF THE CORNER OF A FENCE RUNNING WEST
 BJ4566'FROM THE CEMETERY FENCE, AND 16.10 FEET NORTHWEST OF THE
 BJ4566'NORTHWEST CORNER OF THE BEATTY CEMETERY PLOT.
 BJ4566'
 BJ4566'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4566'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4566'THE GROUND.  STATION IS STAMPED 53A012.
 BJ4566'
 BJ4566'TO REACH THIS STATION FROM THE U. S. POST OFFICE IN TANGIPAHOA,
 BJ4566'FOLLOW THE STREET IN FRONT OF THE POST OFFICE NORTH FOR 0.08 MILES TO
 BJ4566'ITS INTERSECTION WITH STATE HIGHWAY 440, THENCE WEST ALONG STATE
 BJ4566'HIGHWAY 440 FOR 1.03 MILES TO THE ENTRANCE TO THE TANGIPAHOA
 BJ4566'CEMETERY (ON THE NORTH SIDE OF THE HIGHWAY) THENCE NORTH ALONG A
 BJ4566'DRIVE IN THE CEMETERY TO THE NORTHWEST CORNER OF AN ENCLOSURE TO THE
 BJ4566'STATION.
 BJ4566'
 BJ4566'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4207 ***********************************************************************
 BJ4207  DESIGNATION -  53A013 LDH 1966
 BJ4207  PID         -  BJ4207
 BJ4207  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4207  USGS QUAD   -  SPRING CREEK (1983)
 BJ4207
 BJ4207                         *CURRENT SURVEY CONTROL
 BJ4207  ___________________________________________________________________
 BJ4207* NAD 83(1992)-  30 52 57.18447(N)    090 27 32.80557(W)     ADJUSTED  
 BJ4207* NAVD 88     -        85.4    (meters)     280.     (feet)  VERTCON   
 BJ4207  ___________________________________________________________________
 BJ4207  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ4207  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4207
 BJ4207  HORZ ORDER  -  SECOND
 BJ4207
 BJ4207.The horizontal coordinates were established by classical geodetic methods
 BJ4207.and adjusted by the National Geodetic Survey in May 1994..
 BJ4207
 BJ4207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4207
 BJ4207.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4207
 BJ4207.The geoid height was determined by GEOID03.
 BJ4207
 BJ4207;                    North         East     Units Scale Factor Converg.
 BJ4207;SPC LA S     -   264,421.448 1,083,596.814   MT  1.00004392   +0 26 13.6
 BJ4207;SPC LA S     -   867,522.70  3,555,100.55   sFT  1.00004392   +0 26 13.6
 BJ4207;UTM  15      - 3,419,351.436   742,903.236   MT  1.00032788   +1 18 17.4
 BJ4207
 BJ4207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4207!SPC LA S     -   0.99999086  x   1.00004392  =   1.00003478
 BJ4207!UTM  15      -   0.99999086  x   1.00032788  =   1.00031874
 BJ4207
 BJ4207:                Primary Azimuth Mark                     Grid Az
 BJ4207:SPC LA S     -  TANGI                                    190 51 18.0
 BJ4207:UTM  15      -  TANGI                                    189 59 14.2
 BJ4207
 BJ4207|---------------------------------------------------------------------|
 BJ4207| PID    Reference Object                     Distance      Geod. Az  |
 BJ4207|                                                           dddmmss.s |
 BJ4207| BJ4200 TANGI                               APPROX. 1.4 KM 1911731.6 |
 BJ4207|---------------------------------------------------------------------|
 BJ4207
 BJ4207                          SUPERSEDED SURVEY CONTROL
 BJ4207
 BJ4207  NAD 83(1992)-  30 52 57.18723(N)    090 27 32.80408(W) AD(       ) 2
 BJ4207  NAD 83(1986)-  30 52 57.19922(N)    090 27 32.80234(W) AD(       ) 2
 BJ4207  NAD 27      -  30 52 56.54495(N)    090 27 32.46513(W) AD(       ) 2
 BJ4207  NGVD 29 (07/19/86)   85.4    (m)          280.     (f) VERT ANG       
 BJ4207
 BJ4207.Superseded values are not recommended for survey control.
 BJ4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4207.See file dsdata.txt to determine how the superseded data were derived.
 BJ4207
 BJ4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4290319351(NAD 83)
 BJ4207_MARKER: DD = SURVEY DISK
 BJ4207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4207+STABILITY: SURFACE MOTION
 BJ4207
 BJ4207  HISTORY     - Date     Condition        Report By
 BJ4207  HISTORY     - 1966     MONUMENTED       LADH
 BJ4207
 BJ4207                          STATION DESCRIPTION
 BJ4207
 BJ4207'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4207'THIS STATION IS LOCATED EAST ALONG STATE HIGHWAY 1054, 3.14 MILES
 BJ4207'FROM THE INTERSECTION OF STATE HIGHWAY 440 AND A STREET LEADING
 BJ4207'SOUTH TO THE U. S. POST OFFICE IN TANGIPAHOA.  THE STATION IS SET ON
 BJ4207'A HIGH HILL SOUTH OF STATE HIGHWAY 1054 NEAR A RIGHT OF WAY MARKER,
 BJ4207'1.65 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 7.87 FEET EAST OF A
 BJ4207'POWER POLE, 13.40 FEET NORTHEAST OF A HIGHWAY RIGHT OF WAY
 BJ4207'MARKER, 39.00 FEET EAST OF THE PROJECTION OF A DRIVEWAY NORTH OF
 BJ4207'THE HIGHWAY, 64.37 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BJ4207'1054, AND 24.20 FEET NORTHWEST OF A 30 INCH OAK TREE.
 BJ4207'
 BJ4207'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4207'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4207'THE GROUND.  STATION IS STAMPED 53A013.
 BJ4207'
 BJ4207'TO REACH THIS STATION FROM THE U. S. POST OFFICE IN TANGIPAHOA,
 BJ4207'FOLLOW THE STREET IN FRONT OF THE POST OFFICE NORTH FOR 0.08 MILES TO
 BJ4207'ITS INTERSECTION WITH STATE HIGHWAY 440, THENCE EAST ALONG STATE
 BJ4207'HIGHWAY 440 TO ITS INTERSECTION WITH STATE HIGHWAY 1054, 1.40
 BJ4207'MILES, THENCE EAST ALONG STATE HIGHWAY 1054 FOR 1.74 MILES TO THE
 BJ4207'STATION WHICH IS SET TO THE SOUTH OF THE HIGHWAY.
 BJ4207'
 BJ4207'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4567 ***********************************************************************
 BJ4567  DESIGNATION -  53B001 LDH 1966
 BJ4567  PID         -  BJ4567
 BJ4567  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4567  USGS QUAD   -  ROSELAND (1981)
 BJ4567
 BJ4567                         *CURRENT SURVEY CONTROL
 BJ4567  ___________________________________________________________________
 BJ4567* NAD 83(1992)-  30 52 22.27213(N)    090 31 57.14296(W)     ADJUSTED  
 BJ4567* NAVD 88     -        74.3    (meters)     244.     (feet)  VERTCON   
 BJ4567  ___________________________________________________________________
 BJ4567  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ4567  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4567
 BJ4567  HORZ ORDER  -  SECOND
 BJ4567
 BJ4567.The horizontal coordinates were established by classical geodetic methods
 BJ4567.and adjusted by the National Geodetic Survey in May 1994..
 BJ4567
 BJ4567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4567
 BJ4567.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4567
 BJ4567.The geoid height was determined by GEOID03.
 BJ4567
 BJ4567;                    North         East     Units Scale Factor Converg.
 BJ4567;SPC LA S     -   263,294.933 1,076,583.031   MT  1.00004133   +0 24 01.5
 BJ4567;SPC LA S     -   863,826.79  3,532,089.49   sFT  1.00004133   +0 24 01.5
 BJ4567;UTM  15      - 3,418,118.594   735,905.452   MT  1.00028654   +1 16 00.2
 BJ4567
 BJ4567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4567!SPC LA S     -   0.99999260  x   1.00004133  =   1.00003393
 BJ4567!UTM  15      -   0.99999260  x   1.00028654  =   1.00027914
 BJ4567
 BJ4567:                Primary Azimuth Mark                     Grid Az
 BJ4567:SPC LA S     -  53A009 LDH 1966                          010 18 57.8
 BJ4567:UTM  15      -  53A009 LDH 1966                          009 26 59.1
 BJ4567
 BJ4567|---------------------------------------------------------------------|
 BJ4567| PID    Reference Object                     Distance      Geod. Az  |
 BJ4567|                                                           dddmmss.s |
 BJ4567| BJ4551 53A009 LDH 1966                     APPROX. 4.3 KM 0104259.3 |
 BJ4567| BJ4566 53A012 LDH 1966                     344.947 METERS 07306     |
 BJ4567|---------------------------------------------------------------------|
 BJ4567
 BJ4567                          SUPERSEDED SURVEY CONTROL
 BJ4567
 BJ4567  NAD 83(1992)-  30 52 22.27524(N)    090 31 57.14171(W) AD(       ) 2
 BJ4567  NAD 83(1986)-  30 52 22.28676(N)    090 31 57.13979(W) AD(       ) 2
 BJ4567  NAD 27      -  30 52 21.63341(N)    090 31 56.79606(W) AD(       ) 2
 BJ4567  NGVD 29 (07/19/86)   74.3    (m)          244.     (f) VERT ANG       
 BJ4567
 BJ4567.Superseded values are not recommended for survey control.
 BJ4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4567.See file dsdata.txt to determine how the superseded data were derived.
 BJ4567
 BJ4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3590518119(NAD 83)
 BJ4567_MARKER: DD = SURVEY DISK
 BJ4567_SETTING: 0 = UNSPECIFIED SETTING
 BJ4567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4567
 BJ4567  HISTORY     - Date     Condition        Report By
 BJ4567  HISTORY     - 1966     MONUMENTED       LADH
 BJ4567
 BJ4567                          STATION DESCRIPTION
 BJ4567
 BJ4567'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 BJ4567'THIS STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE STATE HIGHWAY
 BJ4567'440 OVERPASS AND INTERCHANGE ON INTERSTATE 55 IN TANGIPAHOA.  THE
 BJ4567'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE ABUTMENT
 BJ4567'2.86 FEET FROM THE SOUTH CURB, 7.60 FEET NORTHEAST OF A METAL
 BJ4567'WITNESS POST AND SIGN AND 9.60 FEET SOUTH OF THE CENTERLINE OF THE
 BJ4567'ROADWAY ON THE OVERPASS.
 BJ4567'
 BJ4567'TO REACH THIS STATION FROM THE U. S. POST OFFICE (ON THE CORNER OF
 BJ4567'AVENUE E AND 5TH STREET) IN KENTWOOD, FOLLOW 5TH STREET SOUTH FOR
 BJ4567'0.18 MILES TO ITS INTERSECTION WITH AVENUE G (STATE HIGHWAY 38)
 BJ4567'THENCE WEST ALONG AVENUE G (STATE HIGHWAY 38) FOR 0.77 MILE TO THE
 BJ4567'INTERCHANGE ON INTERSTATE 55, THENCE SOUTH ALONG INTERSTATE
 BJ4567'55 FOR 4.40 MILES TO THE STATION WHICH IS SET IN THE OVERPASS.
 BJ4567'STATION IS STAMPED 53B001.
 BJ4567'
 BJ4567'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4569 ***********************************************************************
 BJ4569  DESIGNATION -  53B002 LDH 1967
 BJ4569  PID         -  BJ4569
 BJ4569  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4569  USGS QUAD   -  ROSELAND (1981)
 BJ4569
 BJ4569                         *CURRENT SURVEY CONTROL
 BJ4569  ___________________________________________________________________
 BJ4569* NAD 83(1992)-  30 51 42.05243(N)    090 31 57.68961(W)     ADJUSTED  
 BJ4569* NAVD 88     -        75.8    (meters)     249.     (feet)  VERTCON   
 BJ4569  ___________________________________________________________________
 BJ4569  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ4569  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4569
 BJ4569  HORZ ORDER  -  SECOND
 BJ4569
 BJ4569.The horizontal coordinates were established by classical geodetic methods
 BJ4569.and adjusted by the National Geodetic Survey in May 1994..
 BJ4569
 BJ4569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4569
 BJ4569.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4569
 BJ4569.The geoid height was determined by GEOID03.
 BJ4569
 BJ4569;                    North         East     Units Scale Factor Converg.
 BJ4569;SPC LA S     -   262,056.189 1,076,577.164   MT  1.00003838   +0 24 01.2
 BJ4569;SPC LA S     -   859,762.68  3,532,070.25   sFT  1.00003838   +0 24 01.2
 BJ4569;UTM  15      - 3,416,879.597   735,918.314   MT  1.00028662   +1 15 58.4
 BJ4569
 BJ4569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4569!SPC LA S     -   0.99999237  x   1.00003838  =   1.00003075
 BJ4569!UTM  15      -   0.99999237  x   1.00028662  =   1.00027899
 BJ4569
 BJ4569:                Primary Azimuth Mark                     Grid Az
 BJ4569:SPC LA S     -  53B003 LDH 1967                          180 52 54.1
 BJ4569:UTM  15      -  53B003 LDH 1967                          180 00 56.9
 BJ4569
 BJ4569|---------------------------------------------------------------------|
 BJ4569| PID    Reference Object                     Distance      Geod. Az  |
 BJ4569|                                                           dddmmss.s |
 BJ4569| BJ4571 53B003 LDH 1967                     APPROX. 2.2 KM 1811655.3 |
 BJ4569|---------------------------------------------------------------------|
 BJ4569
 BJ4569                          SUPERSEDED SURVEY CONTROL
 BJ4569
 BJ4569  NAD 83(1992)-  30 51 42.05494(N)    090 31 57.68849(W) AD(       ) 2
 BJ4569  NAD 83(1986)-  30 51 42.06689(N)    090 31 57.68649(W) AD(       ) 2
 BJ4569  NAD 27      -  30 51 41.41252(N)    090 31 57.34323(W) AD(       ) 2
 BJ4569  NGVD 29 (07/19/86)   75.8    (m)          249.     (f) VERT ANG       
 BJ4569
 BJ4569.Superseded values are not recommended for survey control.
 BJ4569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4569.See file dsdata.txt to determine how the superseded data were derived.
 BJ4569
 BJ4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3591816880(NAD 83)
 BJ4569_MARKER: DD = SURVEY DISK
 BJ4569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4569+STABILITY: SURFACE MOTION
 BJ4569
 BJ4569  HISTORY     - Date     Condition        Report By
 BJ4569  HISTORY     - 1967     MONUMENTED       LADH
 BJ4569
 BJ4569                          STATION DESCRIPTION
 BJ4569
 BJ4569'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4569'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 0.8 MILES FROM THE
 BJ4569'STATE HIGHWAY 440 OVERPASS AND INTERCHANGE AT TANGIPAHOA.  THE
 BJ4569'STATION IS SET TO THE EAST OF THE HIGHWAY ON A HILL NEAR THE FENCE,
 BJ4569'1.45 FEET EAST OF A METAL WITNESS POST AND SIGN, 21.0 FEET WEST OF
 BJ4569'THE RIGHT OF WAY FENCE, 84.10 EAST OF THE CENTER OF THE NORTH BOUND
 BJ4569'LAND OF INTERSTATE 55, 200 FEET SOUTH OF A 20 INCH PINE TREE
 BJ4569'IN THE RIGHT OF WAY AND 200 FEET NORTH OF THE TANGIPAHOA EXIT SIGN.
 BJ4569'
 BJ4569'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4569'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4569'THE GROUND.  STATION IS STAMPED 53B002.
 BJ4569'
 BJ4569'TO REACH THIS STATION FROM THE STATE HIGHWAY 440 INTERCHANGE AT
 BJ4569'TANGIPAHOA, FOLLOW INTERSTATE 55 SOUTH FOR 0.8 MILES TO THE STATION
 BJ4569'WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BJ4569'
 BJ4569'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4571 ***********************************************************************
 BJ4571  DESIGNATION -  53B003 LDH 1967
 BJ4571  PID         -  BJ4571
 BJ4571  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4571  USGS QUAD   -  ROSELAND (1981)
 BJ4571
 BJ4571                         *CURRENT SURVEY CONTROL
 BJ4571  ___________________________________________________________________
 BJ4571* NAD 83(1992)-  30 50 31.00355(N)    090 31 59.53238(W)     ADJUSTED  
 BJ4571* NAVD 88     -        71.8    (meters)     236.     (feet)  VERTCON   
 BJ4571  ___________________________________________________________________
 BJ4571  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BJ4571  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4571
 BJ4571  HORZ ORDER  -  SECOND
 BJ4571
 BJ4571.The horizontal coordinates were established by classical geodetic methods
 BJ4571.and adjusted by the National Geodetic Survey in May 1994..
 BJ4571
 BJ4571.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4571
 BJ4571.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4571
 BJ4571.The geoid height was determined by GEOID03.
 BJ4571
 BJ4571;                    North         East     Units Scale Factor Converg.
 BJ4571;SPC LA S     -   259,867.774 1,076,543.485   MT  1.00003327   +0 24 00.3
 BJ4571;SPC LA S     -   852,582.86  3,531,959.75   sFT  1.00003327   +0 24 00.3
 BJ4571;UTM  15      - 3,414,690.375   735,917.696   MT  1.00028661   +1 15 54.9
 BJ4571
 BJ4571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4571!SPC LA S     -   0.99999300  x   1.00003327  =   1.00002627
 BJ4571!UTM  15      -   0.99999300  x   1.00028661  =   1.00027961
 BJ4571
 BJ4571:                Primary Azimuth Mark                     Grid Az
 BJ4571:SPC LA S     -  53B002 LDH 1967                          000 52 54.1
 BJ4571:UTM  15      -  53B002 LDH 1967                          000 00 59.5
 BJ4571
 BJ4571|---------------------------------------------------------------------|
 BJ4571| PID    Reference Object                     Distance      Geod. Az  |
 BJ4571|                                                           dddmmss.s |
 BJ4571| BJ4569 53B002 LDH 1967                     APPROX. 2.2 KM 0011654.4 |
 BJ4571|---------------------------------------------------------------------|
 BJ4571
 BJ4571                          SUPERSEDED SURVEY CONTROL
 BJ4571
 BJ4571  NAD 83(1992)-  30 50 31.00602(N)    090 31 59.53147(W) AD(       ) 2
 BJ4571  NAD 83(1986)-  30 50 31.01802(N)    090 31 59.52934(W) AD(       ) 2
 BJ4571  NAD 27      -  30 50 30.36172(N)    090 31 59.18691(W) AD(       ) 2
 BJ4571  NGVD 29 (07/19/86)   71.8    (m)          236.     (f) VERT ANG       
 BJ4571
 BJ4571.Superseded values are not recommended for survey control.
 BJ4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4571.See file dsdata.txt to determine how the superseded data were derived.
 BJ4571
 BJ4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3591814690(NAD 83)
 BJ4571_MARKER: DD = SURVEY DISK
 BJ4571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4571+STABILITY: SURFACE MOTION
 BJ4571
 BJ4571  HISTORY     - Date     Condition        Report By
 BJ4571  HISTORY     - 1967     MONUMENTED       LADH
 BJ4571
 BJ4571                          STATION DESCRIPTION
 BJ4571
 BJ4571'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4571'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 3.74 MILES FROM
 BJ4571'THE STATE HIGHWAY 440 INTERCHANGE AT TANGIPAHOA.  THE STATION IS SET
 BJ4571'IN THE MEDIAN NEAR A REST AREA, 1.35 FEET WEST OF A METAL WITNESS
 BJ4571'POST AND SIGN, 82.30 FEET WEST OF THE CENTER OF THE NORTH BOUND
 BJ4571'LANE, 62.60 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE AND
 BJ4571'148.10 FEET EAST SOUTHEAST OF HIGHWAY RIGHT OF WAY MARKER 481.50.
 BJ4571'
 BJ4571'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4571'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4571'THE GROUND.  STATION IS STAMPED 53B003.
 BJ4571'
 BJ4571'TO REACH THIS STATION FROM THE STATE 440 INTERCHANGE AT TANGIPAHOA,
 BJ4571'FOLLOW INTERSTATE 55 SOUTH FOR 3.74 MILES TO THE STATION WHICH IS
 BJ4571'SET IN THE MEDIAN.
 BJ4571'
 BJ4571'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4572 ***********************************************************************
 BJ4572  DESIGNATION -  53B004 LDH 1967
 BJ4572  PID         -  BJ4572
 BJ4572  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4572  USGS QUAD   -  ROSELAND (1981)
 BJ4572
 BJ4572                         *CURRENT SURVEY CONTROL
 BJ4572  ___________________________________________________________________
 BJ4572* NAD 83(1992)-  30 49 29.15715(N)    090 32 00.28785(W)     ADJUSTED  
 BJ4572* NAVD 88     -        78.2    (meters)     257.     (feet)  VERTCON   
 BJ4572  ___________________________________________________________________
 BJ4572  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4572  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4572
 BJ4572  HORZ ORDER  -  SECOND
 BJ4572
 BJ4572.The horizontal coordinates were established by classical geodetic methods
 BJ4572.and adjusted by the National Geodetic Survey in May 1994..
 BJ4572
 BJ4572.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4572
 BJ4572.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4572
 BJ4572.The geoid height was determined by GEOID03.
 BJ4572
 BJ4572;                    North         East     Units Scale Factor Converg.
 BJ4572;SPC LA S     -   257,962.982 1,076,536.706   MT  1.00002891   +0 23 59.9
 BJ4572;SPC LA S     -   846,333.55  3,531,937.51   sFT  1.00002891   +0 23 59.9
 BJ4572;UTM  15      - 3,412,785.211   735,939.674   MT  1.00028675   +1 15 52.2
 BJ4572
 BJ4572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4572!SPC LA S     -   0.99999200  x   1.00002891  =   1.00002091
 BJ4572!UTM  15      -   0.99999200  x   1.00028675  =   1.00027874
 BJ4572
 BJ4572:                Primary Azimuth Mark                     Grid Az
 BJ4572:SPC LA S     -  53B005 LDH 1967                          179 49 12.7
 BJ4572:UTM  15      -  53B005 LDH 1967                          178 57 20.4
 BJ4572
 BJ4572|---------------------------------------------------------------------|
 BJ4572| PID    Reference Object                     Distance      Geod. Az  |
 BJ4572|                                                           dddmmss.s |
 BJ4572| BJ4573 53B005 LDH 1967                     APPROX. 2.6 KM 1801312.6 |
 BJ4572|---------------------------------------------------------------------|
 BJ4572
 BJ4572                          SUPERSEDED SURVEY CONTROL
 BJ4572
 BJ4572  NAD 83(1992)-  30 49 29.15900(N)    090 32 00.28712(W) AD(       ) 2
 BJ4572  NAD 83(1986)-  30 49 29.17144(N)    090 32 00.28488(W) AD(       ) 2
 BJ4572  NAD 27      -  30 49 28.51354(N)    090 31 59.94319(W) AD(       ) 2
 BJ4572  NGVD 29 (07/19/86)   78.2    (m)          257.     (f) VERT ANG       
 BJ4572
 BJ4572.Superseded values are not recommended for survey control.
 BJ4572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4572.See file dsdata.txt to determine how the superseded data were derived.
 BJ4572
 BJ4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3594012785(NAD 83)
 BJ4572_MARKER: DD = SURVEY DISK
 BJ4572_SETTING: 0 = UNSPECIFIED SETTING
 BJ4572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4572
 BJ4572  HISTORY     - Date     Condition        Report By
 BJ4572  HISTORY     - 1967     MONUMENTED       LADH
 BJ4572
 BJ4572                          STATION DESCRIPTION
 BJ4572
 BJ4572'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4572'THIS STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE STATE HIGHWAY
 BJ4572'10 OVERPASS AND INTERCHANGE ON INTERSTATE 55, AT FLUKER.  THE
 BJ4572'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE CURB, 14.80
 BJ4572'FEET SOUTH OF THE CENTER OF THE OVERPASS AND 11.80 FEET NORTHEAST OF
 BJ4572'A METAL WITNESS POST AND SIGN.
 BJ4572'
 BJ4572'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 BJ4572'STATE HIGHWAY 10 IN FLUKER, FOLLOW STATE HIGHWAY 10 WEST FOR 1.3
 BJ4572'MILES TO THE STATION WHICH IS SET IN THE OVERPASS.  STATION IS
 BJ4572'STAMPED 53B004.
 BJ4572'
 BJ4572'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4573 ***********************************************************************
 BJ4573  DESIGNATION -  53B005 LDH 1967
 BJ4573  PID         -  BJ4573
 BJ4573  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4573  USGS QUAD   -  ROSELAND (1981)
 BJ4573
 BJ4573                         *CURRENT SURVEY CONTROL
 BJ4573  ___________________________________________________________________
 BJ4573* NAD 83(1992)-  30 48 03.94267(N)    090 32 00.66718(W)     ADJUSTED  
 BJ4573* NAVD 88     -        71.0    (meters)     233.     (feet)  VERTCON   
 BJ4573  ___________________________________________________________________
 BJ4573  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BJ4573  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4573
 BJ4573  HORZ ORDER  -  SECOND
 BJ4573
 BJ4573.The horizontal coordinates were established by classical geodetic methods
 BJ4573.and adjusted by the National Geodetic Survey in May 1994..
 BJ4573
 BJ4573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4573
 BJ4573.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4573
 BJ4573.The geoid height was determined by GEOID03.
 BJ4573
 BJ4573;                    North         East     Units Scale Factor Converg.
 BJ4573;SPC LA S     -   255,338.627 1,076,544.942   MT  1.00002306   +0 23 59.7
 BJ4573;SPC LA S     -   837,723.48  3,531,964.53   sFT  1.00002306   +0 23 59.7
 BJ4573;UTM  15      - 3,410,160.594   735,987.499   MT  1.00028703   +1 15 48.8
 BJ4573
 BJ4573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4573!SPC LA S     -   0.99999313  x   1.00002306  =   1.00001619
 BJ4573!UTM  15      -   0.99999313  x   1.00028703  =   1.00028016
 BJ4573
 BJ4573:                Primary Azimuth Mark                     Grid Az
 BJ4573:SPC LA S     -  53B006 LDH 1967                          177 49 03.5
 BJ4573:UTM  15      -  53B006 LDH 1967                          176 57 14.4
 BJ4573
 BJ4573|---------------------------------------------------------------------|
 BJ4573| PID    Reference Object                     Distance      Geod. Az  |
 BJ4573|                                                           dddmmss.s |
 BJ4573| BJ4570 53B006 LDH 1967                     APPROX. 2.2 KM 1781303.2 |
 BJ4573|---------------------------------------------------------------------|
 BJ4573
 BJ4573                          SUPERSEDED SURVEY CONTROL
 BJ4573
 BJ4573  NAD 83(1992)-  30 48 03.94409(N)    090 32 00.66669(W) AD(       ) 2
 BJ4573  NAD 83(1986)-  30 48 03.95686(N)    090 32 00.66432(W) AD(       ) 2
 BJ4573  NAD 27      -  30 48 03.29674(N)    090 32 00.32353(W) AD(       ) 2
 BJ4573  NGVD 29 (07/19/86)   71.0    (m)          233.     (f) VERT ANG       
 BJ4573
 BJ4573.Superseded values are not recommended for survey control.
 BJ4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4573.See file dsdata.txt to determine how the superseded data were derived.
 BJ4573
 BJ4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3598710161(NAD 83)
 BJ4573_MARKER: DD = SURVEY DISK
 BJ4573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4573+STABILITY: SURFACE MOTION
 BJ4573
 BJ4573  HISTORY     - Date     Condition        Report By
 BJ4573  HISTORY     - 1967     MONUMENTED       LADH
 BJ4573
 BJ4573                          STATION DESCRIPTION
 BJ4573
 BJ4573'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4573'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 4.91 MILES FROM
 BJ4573'THE TANGIPAHOA INTERCHANGE ON STATE HIGHWAY 440.  THE STATION IS SET
 BJ4573'TO THE WEST OF THE HIGHWAY NEAR A FENCE, 1.15 FEET WEST OF A METAL
 BJ4573'WITNESS POST AND SIGN, 2.35 FEET EAST OF THE WEST RIGHT OF WAY
 BJ4573'FENCE, 5.00 FEET NORTHEAST OF A HIGHWAY RIGHT OF WAY MARKER, 5.00
 BJ4573'FEET EAST OF A POWER POLE, AND 57.00 FEET WEST OF THE CENTERLINE OF
 BJ4573'THE SOUTH BOUND LANE OF INTERSTATE 55.
 BJ4573'
 BJ4573'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4573'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4573'THE GROUND.  STATION IS STAMPED 53B005.
 BJ4573'
 BJ4573'TO REACH THIS STATION FROM THE STATE HIGHWAY 440 INTERCHANGE ON
 BJ4573'INTERSTATE 55 IN TANGIPAHOA, FOLLOW INTERSTATE 55 SOUTH FOR 4.91
 BJ4573'MILES TO THE STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BJ4573'
 BJ4573'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4570 ***********************************************************************
 BJ4570  DESIGNATION -  53B006 LDH 1967
 BJ4570  PID         -  BJ4570
 BJ4570  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4570  USGS QUAD   -  ROSELAND (1981)
 BJ4570
 BJ4570                         *CURRENT SURVEY CONTROL
 BJ4570  ___________________________________________________________________
 BJ4570* NAD 83(1992)-  30 46 51.07469(N)    090 31 58.04082(W)     ADJUSTED  
 BJ4570* NAVD 88     -        70.1    (meters)     230.     (feet)  VERTCON   
 BJ4570  ___________________________________________________________________
 BJ4570  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ4570  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4570
 BJ4570  HORZ ORDER  -  SECOND
 BJ4570
 BJ4570.The horizontal coordinates were established by classical geodetic methods
 BJ4570.and adjusted by the National Geodetic Survey in May 1994..
 BJ4570
 BJ4570.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4570
 BJ4570.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4570
 BJ4570.The geoid height was determined by GEOID03.
 BJ4570
 BJ4570;                    North         East     Units Scale Factor Converg.
 BJ4570;SPC LA S     -   253,095.075 1,076,630.439   MT  1.00001819   +0 24 01.0
 BJ4570;SPC LA S     -   830,362.76  3,532,245.03   sFT  1.00001819   +0 24 01.0
 BJ4570;UTM  15      - 3,407,917.987   736,106.820   MT  1.00028772   +1 15 47.5
 BJ4570
 BJ4570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4570!SPC LA S     -   0.99999327  x   1.00001819  =   1.00001146
 BJ4570!UTM  15      -   0.99999327  x   1.00028772  =   1.00028099
 BJ4570
 BJ4570:                Primary Azimuth Mark                     Grid Az
 BJ4570:SPC LA S     -  53B007 LDH 1967                          179 01 03.9
 BJ4570:UTM  15      -  53B007 LDH 1967                          178 09 17.4
 BJ4570
 BJ4570|---------------------------------------------------------------------|
 BJ4570| PID    Reference Object                     Distance      Geod. Az  |
 BJ4570|                                                           dddmmss.s |
 BJ4570| BJ4568 53B007 LDH 1967                     APPROX. 2.0 KM 1792504.9 |
 BJ4570|---------------------------------------------------------------------|
 BJ4570
 BJ4570                          SUPERSEDED SURVEY CONTROL
 BJ4570
 BJ4570  NAD 83(1992)-  30 46 51.07568(N)    090 31 58.04050(W) AD(       ) 2
 BJ4570  NAD 83(1986)-  30 46 51.08876(N)    090 31 58.03804(W) AD(       ) 2
 BJ4570  NAD 27      -  30 46 50.42662(N)    090 31 57.69835(W) AD(       ) 2
 BJ4570  NGVD 29 (07/19/86)   70.1    (m)          230.     (f) VERT ANG       
 BJ4570
 BJ4570.Superseded values are not recommended for survey control.
 BJ4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4570.See file dsdata.txt to determine how the superseded data were derived.
 BJ4570
 BJ4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3610707918(NAD 83)
 BJ4570_MARKER: DD = SURVEY DISK
 BJ4570_SETTING: 0 = UNSPECIFIED SETTING
 BJ4570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4570
 BJ4570  HISTORY     - Date     Condition        Report By
 BJ4570  HISTORY     - 1967     MONUMENTED       LADH
 BJ4570
 BJ4570                          STATION DESCRIPTION
 BJ4570
 BJ4570'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4570'THIS STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE OVERPASS ON
 BJ4570'INTERSTATE 55 OVER STATE HIGHWAY 1048 IN ROSELAND.  THE STATION IS A
 BJ4570'STANDARD BRONZE DISK SET IN THE EAST CURB OF THE NORTH BOUND
 BJ4570'OVERPASS, 11.70 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN
 BJ4570'AND 14.50 FEET EAST OF THE CENTER OF THE ROADWAY.
 BJ4570'
 BJ4570'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 BJ4570'STATE HIGHWAY 1048, FOLLOW STATE HIGHWAY 1048 WEST FOR 1.3 MILES TO
 BJ4570'THE STATION WHICH IS SET IN THE OVERPASS.  STATION IS STAMPED
 BJ4570'52B006.
 BJ4570'
 BJ4570'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4568 ***********************************************************************
 BJ4568  DESIGNATION -  53B007 LDH 1967
 BJ4568  PID         -  BJ4568
 BJ4568  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4568  USGS QUAD   -  ROSELAND (1981)
 BJ4568
 BJ4568                         *CURRENT SURVEY CONTROL
 BJ4568  ___________________________________________________________________
 BJ4568* NAD 83(1992)-  30 45 45.91661(N)    090 31 57.27442(W)     ADJUSTED  
 BJ4568* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 BJ4568  ___________________________________________________________________
 BJ4568  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BJ4568  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4568
 BJ4568  HORZ ORDER  -  SECOND
 BJ4568
 BJ4568.The horizontal coordinates were established by classical geodetic methods
 BJ4568.and adjusted by the National Geodetic Survey in May 1994..
 BJ4568
 BJ4568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4568
 BJ4568.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4568
 BJ4568.The geoid height was determined by GEOID03.
 BJ4568
 BJ4568;                    North         East     Units Scale Factor Converg.
 BJ4568;SPC LA S     -   251,088.627 1,076,664.839   MT  1.00001395   +0 24 01.4
 BJ4568;SPC LA S     -   823,779.94  3,532,357.89   sFT  1.00001395   +0 24 01.4
 BJ4568;UTM  15      - 3,405,911.738   736,171.439   MT  1.00028810   +1 15 45.5
 BJ4568
 BJ4568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4568!SPC LA S     -   0.99999527  x   1.00001395  =   1.00000922
 BJ4568!UTM  15      -   0.99999527  x   1.00028810  =   1.00028336
 BJ4568
 BJ4568:                Primary Azimuth Mark                     Grid Az
 BJ4568:SPC LA S     -  53B008 LDH 1967                          181 40 37.8
 BJ4568:UTM  15      -  53B008 LDH 1967                          180 48 53.7
 BJ4568
 BJ4568|---------------------------------------------------------------------|
 BJ4568| PID    Reference Object                     Distance      Geod. Az  |
 BJ4568|                                                           dddmmss.s |
 BJ4568| BJ4599 53B008 LDH 1967                     APPROX. 2.0 KM 1820439.2 |
 BJ4568|---------------------------------------------------------------------|
 BJ4568
 BJ4568                          SUPERSEDED SURVEY CONTROL
 BJ4568
 BJ4568  NAD 83(1992)-  30 45 45.91727(N)    090 31 57.27424(W) AD(       ) 2
 BJ4568  NAD 83(1986)-  30 45 45.93060(N)    090 31 57.27172(W) AD(       ) 2
 BJ4568  NAD 27      -  30 45 45.26668(N)    090 31 56.93311(W) AD(       ) 2
 BJ4568  NGVD 29 (07/19/86)   57.4    (m)          188.     (f) VERT ANG       
 BJ4568
 BJ4568.Superseded values are not recommended for survey control.
 BJ4568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4568.See file dsdata.txt to determine how the superseded data were derived.
 BJ4568
 BJ4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3617105912(NAD 83)
 BJ4568_MARKER: DD = SURVEY DISK
 BJ4568_SETTING: 0 = UNSPECIFIED SETTING
 BJ4568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4568
 BJ4568  HISTORY     - Date     Condition        Report By
 BJ4568  HISTORY     - 1967     MONUMENTED       LADH
 BJ4568
 BJ4568                          STATION DESCRIPTION
 BJ4568
 BJ4568'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4568'THIS STATION IS LOCATED IN THE NORTHEAST CORNER OF OVERPASS ON A
 BJ4568'PARISH ROAD OVER INTERSTATE 55 AT ROSELAND.  THE STATION IS MARKED
 BJ4568'BY A STANDARD BRONZE DISK SET IN THE NORTH CURB STAMPED 53B007, 5.15
 BJ4568'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND 14.20 FEET NORTH
 BJ4568'OF THE CENTER OF THE OVERPASS.
 BJ4568'
 BJ4568'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 BJ4568'STATE HIGHWAY 1048, FOLLOW STATE HIGHWAY 1048 WEST FOR 1.3 MILES TO
 BJ4568'THE INTERCHANGE ON INTERSTATE 55, THENCE SOUTH ALONG INTERSTATE 55
 BJ4568'FOR 1.24 MILES TO THE STATION WHICH IS SET IN THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4599 ***********************************************************************
 BJ4599  DESIGNATION -  53B008 LDH 1967
 BJ4599  PID         -  BJ4599
 BJ4599  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4599  USGS QUAD   -  AMITE (1974)
 BJ4599
 BJ4599                         *CURRENT SURVEY CONTROL
 BJ4599  ___________________________________________________________________
 BJ4599* NAD 83(1992)-  30 44 40.46578(N)    090 32 00.02329(W)     ADJUSTED  
 BJ4599* NAVD 88     -        47.6    (meters)     156.     (feet)  VERTCON   
 BJ4599  ___________________________________________________________________
 BJ4599  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4599  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4599
 BJ4599  HORZ ORDER  -  SECOND
 BJ4599
 BJ4599.The horizontal coordinates were established by classical geodetic methods
 BJ4599.and adjusted by the National Geodetic Survey in May 1994..
 BJ4599
 BJ4599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4599
 BJ4599.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4599
 BJ4599.The geoid height was determined by GEOID03.
 BJ4599
 BJ4599;                    North         East     Units Scale Factor Converg.
 BJ4599;SPC LA S     -   249,072.524 1,076,605.807   MT  1.00000978   +0 24 00.0
 BJ4599;SPC LA S     -   817,165.44  3,532,164.22   sFT  1.00000978   +0 24 00.0
 BJ4599;UTM  15      - 3,403,894.419   736,142.734   MT  1.00028794   +1 15 41.7
 BJ4599
 BJ4599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4599!SPC LA S     -   0.99999680  x   1.00000978  =   1.00000658
 BJ4599!UTM  15      -   0.99999680  x   1.00028794  =   1.00028474
 BJ4599
 BJ4599:                Primary Azimuth Mark                     Grid Az
 BJ4599:SPC LA S     -  53B009 LDH 1967                          177 42 46.5
 BJ4599:UTM  15      -  53B009 LDH 1967                          176 51 04.8
 BJ4599
 BJ4599|---------------------------------------------------------------------|
 BJ4599| PID    Reference Object                     Distance      Geod. Az  |
 BJ4599|                                                           dddmmss.s |
 BJ4599| BJ4595 53B009 LDH 1967                     APPROX. 2.1 KM 1780646.5 |
 BJ4599|---------------------------------------------------------------------|
 BJ4599
 BJ4599                          SUPERSEDED SURVEY CONTROL
 BJ4599
 BJ4599  NAD 83(1992)-  30 44 40.46610(N)    090 32 00.02323(W) AD(       ) 2
 BJ4599  NAD 83(1986)-  30 44 40.47969(N)    090 32 00.02065(W) AD(       ) 2
 BJ4599  NAD 27      -  30 44 39.81410(N)    090 31 59.68292(W) AD(       ) 2
 BJ4599  NGVD 29 (07/19/86)   47.6    (m)          156.     (f) VERT ANG       
 BJ4599
 BJ4599.Superseded values are not recommended for survey control.
 BJ4599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4599.See file dsdata.txt to determine how the superseded data were derived.
 BJ4599
 BJ4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3614303894(NAD 83)
 BJ4599_MARKER: DD = SURVEY DISK
 BJ4599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4599+STABILITY: SURFACE MOTION
 BJ4599
 BJ4599  HISTORY     - Date     Condition        Report By
 BJ4599  HISTORY     - 1967     MONUMENTED       LADH
 BJ4599
 BJ4599                          STATION DESCRIPTION
 BJ4599
 BJ4599'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4599'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 2.26 MILES FROM
 BJ4599'THE STATE HIGHWAY 1048 INTERCHANGE ON INTERSTATE 55 IN ROSELAND.  THE
 BJ4599'STATION IS SET TO THE WEST OF THE HIGHWAY NEAR A FENCE AND JUST
 BJ4599'SOUTH OF A GAS LINE CROSSING, 1.50 FEET WEST OF A METAL WITNESS POST
 BJ4599'AND SIGN, 3.35 FEET EAST OF A HIGHWAY RIGHT OF WAY MARKER, 51.00
 BJ4599'FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE 55,
 BJ4599'30.70 FEET NORTHEAST OF A FENCE CORNER, AND 108.0 FEET NORTHEAST
 BJ4599'OF A HIGHWAY RIGHT OF WAY MARKER IN THE WEST RIGHT OF WAY FENCE,
 BJ4599'115.65 FEET SOUTH OF THE GAS LINE CROSSING.
 BJ4599'
 BJ4599'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4599'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4599'THE GROUND.  STATION IS STAMPED 53B008.
 BJ4599'
 BJ4599'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 BJ4599'STATE HIGHWAY 1048, FOLLOW STATE HIGHWAY 1048 WEST FOR 1.3 MILES TO
 BJ4599'THE INTERCHANGE ON INTERSTATE 55, THENCE SOUTH ALONG INTERSTATE 55
 BJ4599'FOR 2.26 MILES TO THE STATION WHICH IS SET TO THE WEST OF THE
 BJ4599'HIGHWAY.
 BJ4599'
 BJ4599'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4595 ***********************************************************************
 BJ4595  DESIGNATION -  53B009 LDH 1967
 BJ4595  PID         -  BJ4595
 BJ4595  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4595  USGS QUAD   -  AMITE (1974)
 BJ4595
 BJ4595                         *CURRENT SURVEY CONTROL
 BJ4595  ___________________________________________________________________
 BJ4595* NAD 83(1992)-  30 43 33.92745(N)    090 31 57.48564(W)     ADJUSTED  
 BJ4595* NAVD 88     -        41.5    (meters)     136.     (feet)  VERTCON   
 BJ4595  ___________________________________________________________________
 BJ4595  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4595  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4595
 BJ4595  HORZ ORDER  -  SECOND
 BJ4595
 BJ4595.The horizontal coordinates were established by classical geodetic methods
 BJ4595.and adjusted by the National Geodetic Survey in January 1993..
 BJ4595
 BJ4595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4595
 BJ4595.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4595
 BJ4595.The geoid height was determined by GEOID03.
 BJ4595
 BJ4595;                    North         East     Units Scale Factor Converg.
 BJ4595;SPC LA S     -   247,023.928 1,076,687.625   MT  1.00000565   +0 24 01.3
 BJ4595;SPC LA S     -   810,444.34  3,532,432.65   sFT  1.00000565   +0 24 01.3
 BJ4595;UTM  15      - 3,401,846.710   736,255.365   MT  1.00028860   +1 15 40.5
 BJ4595
 BJ4595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4595!SPC LA S     -   0.99999776  x   1.00000565  =   1.00000341
 BJ4595!UTM  15      -   0.99999776  x   1.00028860  =   1.00028636
 BJ4595
 BJ4595:                Primary Azimuth Mark                     Grid Az
 BJ4595:SPC LA S     -  53B006 LDH 1967                          359 27 37.2
 BJ4595:UTM  15      -  53B006 LDH 1967                          358 35 58.0
 BJ4595
 BJ4595|---------------------------------------------------------------------|
 BJ4595| PID    Reference Object                     Distance      Geod. Az  |
 BJ4595|                                                           dddmmss.s |
 BJ4595| BJ4570 53B006 LDH 1967                     APPROX. 6.1 KM 3595138.5 |
 BJ4595|---------------------------------------------------------------------|
 BJ4595
 BJ4595                          SUPERSEDED SURVEY CONTROL
 BJ4595
 BJ4595  NAD 83(1986)-  30 43 33.94128(N)    090 31 57.48303(W) AD(       ) 2
 BJ4595  NAD 27      -  30 43 33.27382(N)    090 31 57.14660(W) AD(       ) 2
 BJ4595  NGVD 29 (07/19/86)   41.5    (m)          136.     (f) VERT ANG       
 BJ4595
 BJ4595.Superseded values are not recommended for survey control.
 BJ4595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4595.See file dsdata.txt to determine how the superseded data were derived.
 BJ4595
 BJ4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3625501847(NAD 83)
 BJ4595_MARKER: DD = SURVEY DISK
 BJ4595_SETTING: 0 = UNSPECIFIED SETTING
 BJ4595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4595+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 BJ4595
 BJ4595  HISTORY     - Date     Condition        Report By
 BJ4595  HISTORY     - 1967     MONUMENTED       LADH
 BJ4595  HISTORY     - 20060110 GOOD             FRELAN
 BJ4595
 BJ4595                          STATION DESCRIPTION
 BJ4595
 BJ4595'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4595'THIS STATION IS SET IN THE SOUTHEAST CORNER OF THE NORTH BOUND
 BJ4595'OVERPASS OVER STATE HIGHWAY 16 ON INTERSTATE 55.  THE STATION IS
 BJ4595'MARKED BY A STANDARD BRONZE DISK SET IN THE ABUTMENT 3 FEET WEST OF
 BJ4595'THE EAST CURB.
 BJ4595'
 BJ4595'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51
 BJ4595'(CENTRAL AVENUE) AND STATE HIGHWAY 16 (OAK STREET) IN DOWNTOWN
 BJ4595'AMITE, FOLLOW STATE HIGHWAY 16 WEST FOR 1.59 MILES TO THE STATION
 BJ4595'WHICH IS SET IN THE OVERPASS.
 BJ4595
 BJ4595                          STATION RECOVERY (2006)
 BJ4595
 BJ4595'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 BJ4595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4601 ***********************************************************************
 BJ4601  DESIGNATION -  53C001 LDH 1967
 BJ4601  PID         -  BJ4601
 BJ4601  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4601  USGS QUAD   -  AMITE (1974)
 BJ4601
 BJ4601                         *CURRENT SURVEY CONTROL
 BJ4601  ___________________________________________________________________
 BJ4601* NAD 83(1992)-  30 43 15.10774(N)    090 32 59.89929(W)     ADJUSTED  
 BJ4601* NAVD 88     -        40.2    (meters)     132.     (feet)  VERTCON   
 BJ4601  ___________________________________________________________________
 BJ4601  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4601  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4601
 BJ4601  HORZ ORDER  -  SECOND
 BJ4601
 BJ4601.The horizontal coordinates were established by classical geodetic methods
 BJ4601.and adjusted by the National Geodetic Survey in January 1993..
 BJ4601
 BJ4601.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4601
 BJ4601.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4601
 BJ4601.The geoid height was determined by GEOID03.
 BJ4601
 BJ4601;                    North         East     Units Scale Factor Converg.
 BJ4601;SPC LA S     -   246,432.894 1,075,031.134   MT  1.00000450   +0 23 30.1
 BJ4601;SPC LA S     -   808,505.25  3,526,997.98   sFT  1.00000450   +0 23 30.1
 BJ4601;UTM  15      - 3,401,230.688   734,607.480   MT  1.00027903   +1 15 07.9
 BJ4601
 BJ4601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4601!SPC LA S     -   0.99999797  x   1.00000450  =   1.00000247
 BJ4601!UTM  15      -   0.99999797  x   1.00027903  =   1.00027700
 BJ4601
 BJ4601:                Primary Azimuth Mark                     Grid Az
 BJ4601:SPC LA S     -  53 C 002                                 269 54 20.0
 BJ4601:UTM  15      -  53 C 002                                 269 02 42.2
 BJ4601
 BJ4601|---------------------------------------------------------------------|
 BJ4601| PID    Reference Object                     Distance      Geod. Az  |
 BJ4601|                                                           dddmmss.s |
 BJ4601| BJ4602 53 C 002                            APPROX. 0.8 KM 2701750.1 |
 BJ4601|---------------------------------------------------------------------|
 BJ4601
 BJ4601                          SUPERSEDED SURVEY CONTROL
 BJ4601
 BJ4601  NAD 83(1986)-  30 43 15.12171(N)    090 32 59.89683(W) AD(       ) 2
 BJ4601  NAD 27      -  30 43 14.45429(N)    090 32 59.55940(W) AD(       ) 2
 BJ4601  NGVD 29 (07/19/86)   40.2    (m)          132.     (f) VERT ANG       
 BJ4601
 BJ4601.Superseded values are not recommended for survey control.
 BJ4601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4601.See file dsdata.txt to determine how the superseded data were derived.
 BJ4601
 BJ4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3460701231(NAD 83)
 BJ4601_MARKER: DD = SURVEY DISK
 BJ4601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4601+STABILITY: SURFACE MOTION
 BJ4601
 BJ4601  HISTORY     - Date     Condition        Report By
 BJ4601  HISTORY     - 1967     MONUMENTED       LADH
 BJ4601
 BJ4601                          STATION DESCRIPTION
 BJ4601
 BJ4601'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4601'THIS STATION IS LOCATED WEST ALONG STATE HIGHWAY 16, 2.46 MILES FROM
 BJ4601'THE INTERSECTION OF U.S. HIGHWAY 51 (CENTRAL AVENUE) AND STATE
 BJ4601'HIGHWAY 16 (OAK STREET) IN DOWNTOWN AMITE.  THE STATION IS SET TO THE
 BJ4601'SOUTH OF STATE HIGHWAY 16 IN A GRAVEL ROAD, 11.20 FEET EAST OF A
 BJ4601'METAL WITNESS POST AND SIGN, 20.20 FEET SOUTHWEST OF A
 BJ4601'TELEPHONE POLE, 40.60 FEET NORTHEAST OF A 30 INCH PINE TREE AND 21.00
 BJ4601'FEET WEST OF A NORTH, SOUTH FENCE.
 BJ4601'
 BJ4601'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4601'CONCRETE POST THAT IS ABOUT 10 INCHES BELOW THE SURFACE OF THE
 BJ4601'GROUND.  STATION IS STAMPED 53C001.
 BJ4601'
 BJ4601'TO REACH THIS STATION FROM THE U.S. POST OFFICE ON MULBERRY STREET IN
 BJ4601'AMITE, FOLLOW MULBERRY STREET WEST FOR 0.09 MILES TO ITS
 BJ4601'INTERSECTION WITH CENTRAL AVENUE (U.S. HIGHWAY 51) THENCE SOUTH
 BJ4601'ALONG CENTRAL AVENUE FOR 0.10 MILES TO ITS INTERSECTION WITH
 BJ4601'OAK STREET (STATE HIGHWAY 16) THENCE WEST ALONG STATE HIGHWAY
 BJ4601'16 FOR 2.46 MILES TO A GRAVEL ROAD LEADING SOUTH, THENCE SOUTH
 BJ4601'ALONG GRAVEL ROAD FOR 0.17 MILES TO THE STATION WHICH IS SET IN
 BJ4601'THE ROAD.
 BJ4601'
 BJ4601'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4598 ***********************************************************************
 BJ4598  DESIGNATION -  53D001 LDH 1967
 BJ4598  PID         -  BJ4598
 BJ4598  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4598  USGS QUAD   -  AMITE (1974)
 BJ4598
 BJ4598                         *CURRENT SURVEY CONTROL
 BJ4598  ___________________________________________________________________
 BJ4598* NAD 83(1992)-  30 42 33.10394(N)    090 31 59.58247(W)     ADJUSTED  
 BJ4598* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 BJ4598  ___________________________________________________________________
 BJ4598  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ4598  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4598
 BJ4598  HORZ ORDER  -  SECOND
 BJ4598
 BJ4598.The horizontal coordinates were established by classical geodetic methods
 BJ4598.and adjusted by the National Geodetic Survey in January 1993..
 BJ4598
 BJ4598.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4598
 BJ4598.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4598
 BJ4598.The geoid height was determined by GEOID03.
 BJ4598
 BJ4598;                    North         East     Units Scale Factor Converg.
 BJ4598;SPC LA S     -   245,150.473 1,076,644.919   MT  1.00000197   +0 24 00.2
 BJ4598;SPC LA S     -   804,297.84  3,532,292.54   sFT  1.00000197   +0 24 00.2
 BJ4598;UTM  15      - 3,399,972.290   736,240.798   MT  1.00028852   +1 15 37.2
 BJ4598
 BJ4598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4598!SPC LA S     -   0.99999928  x   1.00000197  =   1.00000125
 BJ4598!UTM  15      -   0.99999928  x   1.00028852  =   1.00028780
 BJ4598
 BJ4598:                Primary Azimuth Mark                     Grid Az
 BJ4598:SPC LA S     -  53D002 LDH 1967                          173 38 59.5
 BJ4598:UTM  15      -  53D002 LDH 1967                          172 47 22.5
 BJ4598
 BJ4598|---------------------------------------------------------------------|
 BJ4598| PID    Reference Object                     Distance      Geod. Az  |
 BJ4598|                                                           dddmmss.s |
 BJ4598| BJ4593 53D002 LDH 1967                     APPROX. 0.9 KM 1740259.7 |
 BJ4598|---------------------------------------------------------------------|
 BJ4598
 BJ4598                          SUPERSEDED SURVEY CONTROL
 BJ4598
 BJ4598  NAD 83(1986)-  30 42 33.11794(N)    090 31 59.57983(W) AD(       ) 2
 BJ4598  NAD 27      -  30 42 32.44893(N)    090 31 59.24482(W) AD(       ) 2
 BJ4598  NGVD 29 (07/19/86)   31.8    (m)          104.     (f) VERT ANG       
 BJ4598
 BJ4598.Superseded values are not recommended for survey control.
 BJ4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4598.See file dsdata.txt to determine how the superseded data were derived.
 BJ4598
 BJ4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3624199972(NAD 83)
 BJ4598_MARKER: DD = SURVEY DISK
 BJ4598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4598+STABILITY: SURFACE MOTION
 BJ4598
 BJ4598  HISTORY     - Date     Condition        Report By
 BJ4598  HISTORY     - 1967     MONUMENTED       LADH
 BJ4598
 BJ4598                          STATION DESCRIPTION
 BJ4598
 BJ4598'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4598'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 1.00 MILE FROM THE
 BJ4598'STATE HIGHWAY 16 INTERCHANGE ON INTERSTATE 55 WEST OF AMITE.  THE
 BJ4598'STATION IS SET TO THE WEST OF INTERSTATE 55 NEAR THE RIGHT OF WAY
 BJ4598'FENCE, 1.40 FEET WEST OF A METAL WITNESS POST AND SIGN, 2.40 FEET
 BJ4598'EAST OF THE RIGHT OF WAY FENCE, 29.40 FEET SOUTHEAST OF A 12 INCH BAY
 BJ4598'TREE, 23.50 FEET NORTHEAST OF A 20 INCH GUM TREE, AND 102.50 FEET
 BJ4598'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF INTERSTATE 55.
 BJ4598'
 BJ4598'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4598'CONCRETE POST THAT IS PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 BJ4598'GROUND.  STATION IS STAMPED 53D001.
 BJ4598'
 BJ4598'TO REACH THIS STATION FROM THE STATE HIGHWAY 16 INTERCHANGE ON
 BJ4598'INTERSTATE 55 WEST OF AMITE, FOLLOW INTERSTATE 55 SOUTH FOR 1.00
 BJ4598'MILE TO THE STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BJ4598'
 BJ4598'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4593 ***********************************************************************
 BJ4593  DESIGNATION -  53D002 LDH 1967
 BJ4593  PID         -  BJ4593
 BJ4593  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4593  USGS QUAD   -  AMITE (1974)
 BJ4593
 BJ4593                         *CURRENT SURVEY CONTROL
 BJ4593  ___________________________________________________________________
 BJ4593* NAD 83(1992)-  30 42 03.58675(N)    090 31 56.02237(W)     ADJUSTED  
 BJ4593* NAVD 88     -        32.5    (meters)     107.     (feet)  VERTCON   
 BJ4593  ___________________________________________________________________
 BJ4593  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ4593  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4593
 BJ4593  HORZ ORDER  -  SECOND
 BJ4593
 BJ4593.The horizontal coordinates were established by classical geodetic methods
 BJ4593.and adjusted by the National Geodetic Survey in January 1993..
 BJ4593
 BJ4593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4593
 BJ4593.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4593
 BJ4593.The geoid height was determined by GEOID03.
 BJ4593
 BJ4593;                    North         East     Units Scale Factor Converg.
 BJ4593;SPC LA S     -   244,242.154 1,076,746.003   MT  1.00000021   +0 24 02.0
 BJ4593;SPC LA S     -   801,317.80  3,532,624.18   sFT  1.00000021   +0 24 02.0
 BJ4593;UTM  15      - 3,399,065.331   736,355.539   MT  1.00028919   +1 15 37.9
 BJ4593
 BJ4593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4593!SPC LA S     -   0.99999917  x   1.00000021  =   0.99999938
 BJ4593!UTM  15      -   0.99999917  x   1.00028919  =   1.00028836
 BJ4593
 BJ4593:                Primary Azimuth Mark                     Grid Az
 BJ4593:SPC LA S     -  53D003 LDH 1967                          182 45 19.2
 BJ4593:UTM  15      -  53D003 LDH 1967                          181 53 43.3
 BJ4593
 BJ4593|---------------------------------------------------------------------|
 BJ4593| PID    Reference Object                     Distance      Geod. Az  |
 BJ4593|                                                           dddmmss.s |
 BJ4593| BJ4597 53D003 LDH 1967                     APPROX. 1.6 KM 1830921.2 |
 BJ4593|---------------------------------------------------------------------|
 BJ4593
 BJ4593                          SUPERSEDED SURVEY CONTROL
 BJ4593
 BJ4593  NAD 83(1986)-  30 42 03.60089(N)    090 31 56.01973(W) AD(       ) 2
 BJ4593  NAD 27      -  30 42 02.93104(N)    090 31 55.68546(W) AD(       ) 2
 BJ4593  NGVD 29 (07/19/86)   32.5    (m)          107.     (f) VERT ANG       
 BJ4593
 BJ4593.Superseded values are not recommended for survey control.
 BJ4593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4593.See file dsdata.txt to determine how the superseded data were derived.
 BJ4593
 BJ4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3635699065(NAD 83)
 BJ4593_MARKER: DD = SURVEY DISK
 BJ4593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4593+STABILITY: SURFACE MOTION
 BJ4593
 BJ4593  HISTORY     - Date     Condition        Report By
 BJ4593  HISTORY     - 1967     MONUMENTED       CGS
 BJ4593
 BJ4593                          STATION DESCRIPTION
 BJ4593
 BJ4593'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RT)
 BJ4593'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 1.8 MILES FROM THE
 BJ4593'STATE HIGHWAY 16 INTERCHANGE ON INTERSTATE 55.  THE STATION IS SET
 BJ4593'TO THE EAST OF INTERSTATE 55 NEAR THE RIGHT OF WAY FENCE, 1.20 FEET
 BJ4593'EAST OF A METAL WITNESS POST AND SIGN, 28, 45 FEET SOUTH OF A
 BJ4593'CONCRETE HIGHWAY RIGHT OF WAY MARKER, 6.75 FEET EAST OF THE
 BJ4593'RIGHT OF WAY FENCE, 32.40 FEET EAST OF A 24 INCH PINE TREE IN THE
 BJ4593'HIGHWAY RIGHT OF WAY AND 111.30 FEET EAST OF THE CENTERLINE OF THE
 BJ4593'NORTH BOUND LANE OF INTERSTATE 55.
 BJ4593'
 BJ4593'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4593'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ4593'GROUND.  STATION IS STAMPED 53D002.
 BJ4593'
 BJ4593'TO REACH THIS STATION FROM THE STATE HIGHWAY 16 INTERCHANGE ON
 BJ4593'INTERSTATE 55 IN WEST AMITE, FOLLOW INTERSTATE 55 SOUTH FOR 1.8
 BJ4593'MILES TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BJ4593'
 BJ4593'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4597 ***********************************************************************
 BJ4597  DESIGNATION -  53D003 LDH 1967
 BJ4597  PID         -  BJ4597
 BJ4597  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4597  USGS QUAD   -  AMITE (1974)
 BJ4597
 BJ4597                         *CURRENT SURVEY CONTROL
 BJ4597  ___________________________________________________________________
 BJ4597* NAD 83(1992)-  30 41 11.36871(N)    090 31 59.35368(W)     ADJUSTED  
 BJ4597* NAVD 88     -        30.0    (meters)      98.     (feet)  VERTCON   
 BJ4597  ___________________________________________________________________
 BJ4597  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BJ4597  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4597
 BJ4597  HORZ ORDER  -  SECOND
 BJ4597
 BJ4597.The horizontal coordinates were established by classical geodetic methods
 BJ4597.and adjusted by the National Geodetic Survey in January 1993..
 BJ4597
 BJ4597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4597
 BJ4597.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4597
 BJ4597.The geoid height was determined by GEOID03.
 BJ4597
 BJ4597;                    North         East     Units Scale Factor Converg.
 BJ4597;SPC LA S     -   242,633.489 1,076,668.584   MT  0.99999715   +0 24 00.4
 BJ4597;SPC LA S     -   796,040.04  3,532,370.18   sFT  0.99999715   +0 24 00.4
 BJ4597;UTM  15      - 3,397,455.218   736,302.249   MT  1.00028888   +1 15 34.3
 BJ4597
 BJ4597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4597!SPC LA S     -   0.99999956  x   0.99999715  =   0.99999671
 BJ4597!UTM  15      -   0.99999956  x   1.00028888  =   1.00028844
 BJ4597
 BJ4597:                Primary Azimuth Mark                     Grid Az
 BJ4597:SPC LA S     -  53D004 LDH 1967                          177 01 08.7
 BJ4597:UTM  15      -  53D004 LDH 1967                          176 09 34.8
 BJ4597
 BJ4597|---------------------------------------------------------------------|
 BJ4597| PID    Reference Object                     Distance      Geod. Az  |
 BJ4597|                                                           dddmmss.s |
 BJ4597| BJ4594 53D004 LDH 1967                     APPROX. 1.4 KM 1772509.1 |
 BJ4597|---------------------------------------------------------------------|
 BJ4597
 BJ4597                          SUPERSEDED SURVEY CONTROL
 BJ4597
 BJ4597  NAD 83(1986)-  30 41 11.38300(N)    090 31 59.35101(W) AD(       ) 2
 BJ4597  NAD 27      -  30 41 10.71186(N)    090 31 59.01762(W) AD(       ) 2
 BJ4597  NGVD 29 (07/19/86)   30.0    (m)           98.     (f) VERT ANG       
 BJ4597
 BJ4597.Superseded values are not recommended for survey control.
 BJ4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4597.See file dsdata.txt to determine how the superseded data were derived.
 BJ4597
 BJ4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3630297455(NAD 83)
 BJ4597_MARKER: DD = SURVEY DISK
 BJ4597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4597+STABILITY: SURFACE MOTION
 BJ4597
 BJ4597  HISTORY     - Date     Condition        Report By
 BJ4597  HISTORY     - 1967     MONUMENTED       LADH
 BJ4597  HISTORY     - 1979     GOOD             NGS
 BJ4597
 BJ4597                          STATION DESCRIPTION
 BJ4597
 BJ4597'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4597'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 2.70 MILES FROM
 BJ4597'THE STATE HIGHWAY 16 INTERCHANGE ON INTERSTATE 55 WEST OF AMITE.
 BJ4597'THE STATION IS SET TO THE WEST OF INTERSTATE 55 NEAR THE RIGHT OF
 BJ4597'WAY FENCE, 1.65 FEET WEST OF A METAL WITNESS POST AND SIGN, 1.95
 BJ4597'FEET EAST OF THE RIGHT OF WAY FENCE, 63.0 FEET EAST OF THE NORTHEAST
 BJ4597'CORNER OF A CONCRETE BLOCK BUILDING, 73.80 FEET WEST NORTHWEST OF THE
 BJ4597'HEADWALL ON A CROSSDRAIN UNDER INTERSTATE 55, AND 103.0 FEET WEST OF
 BJ4597'THE CENTERLINE OF THE SOUTH BOUND LANE OF INTERSTATE 55.
 BJ4597'
 BJ4597'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4597'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ4597'GROUND.  STATION IS STAMPED 53D003.
 BJ4597'
 BJ4597'TO REACH THIS STATION FROM THE STATE HIGHWAY 16 INTERCHANGE JUST WEST
 BJ4597'OF AMITE, FOLLOW INTERSTATE 55 SOUTH FOR 2.70 MILES TO THE STATION
 BJ4597'WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BJ4597'
 BJ4597'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4597
 BJ4597                          STATION RECOVERY (1979)
 BJ4597
 BJ4597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RT)
 BJ4597'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE 1967
 BJ4597'DESCRIPTION IS ADEQUATE TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4594 ***********************************************************************
 BJ4594  DESIGNATION -  53D004 LDH 1967
 BJ4594  PID         -  BJ4594
 BJ4594  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4594  USGS QUAD   -  AMITE (1974)
 BJ4594
 BJ4594                         *CURRENT SURVEY CONTROL
 BJ4594  ___________________________________________________________________
 BJ4594* NAD 83(1992)-  30 40 26.19971(N)    090 31 56.99828(W)     ADJUSTED  
 BJ4594* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 BJ4594  ___________________________________________________________________
 BJ4594  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4594  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4594
 BJ4594  HORZ ORDER  -  SECOND
 BJ4594
 BJ4594.The horizontal coordinates were established by classical geodetic methods
 BJ4594.and adjusted by the National Geodetic Survey in January 1993..
 BJ4594
 BJ4594.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4594
 BJ4594.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4594
 BJ4594.The geoid height was determined by GEOID03.
 BJ4594
 BJ4594;                    North         East     Units Scale Factor Converg.
 BJ4594;SPC LA S     -   241,242.963 1,076,740.993   MT  0.99999456   +0 24 01.5
 BJ4594;SPC LA S     -   791,477.95  3,532,607.74   sFT  0.99999456   +0 24 01.5
 BJ4594;UTM  15      - 3,396,065.526   736,395.528   MT  1.00028942   +1 15 33.8
 BJ4594
 BJ4594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4594!SPC LA S     -   0.99999958  x   0.99999456  =   0.99999414
 BJ4594!UTM  15      -   0.99999958  x   1.00028942  =   1.00028900
 BJ4594
 BJ4594:                Primary Azimuth Mark                     Grid Az
 BJ4594:SPC LA S     -  53D005 LDH 1967                          180 38 24.5
 BJ4594:UTM  15      -  53D005 LDH 1967                          179 46 52.2
 BJ4594
 BJ4594|---------------------------------------------------------------------|
 BJ4594| PID    Reference Object                     Distance      Geod. Az  |
 BJ4594|                                                           dddmmss.s |
 BJ4594| BJ4596 53D005 LDH 1967                     APPROX. 1.5 KM 1810226.0 |
 BJ4594|---------------------------------------------------------------------|
 BJ4594
 BJ4594                          SUPERSEDED SURVEY CONTROL
 BJ4594
 BJ4594  NAD 83(1986)-  30 40 26.21415(N)    090 31 56.99559(W) AD(       ) 2
 BJ4594  NAD 27      -  30 40 25.54179(N)    090 31 56.66314(W) AD(       ) 2
 BJ4594  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 BJ4594
 BJ4594.Superseded values are not recommended for survey control.
 BJ4594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4594.See file dsdata.txt to determine how the superseded data were derived.
 BJ4594
 BJ4594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3639696066(NAD 83)
 BJ4594_MARKER: DD = SURVEY DISK
 BJ4594_SETTING: 0 = UNSPECIFIED SETTING
 BJ4594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4594
 BJ4594  HISTORY     - Date     Condition        Report By
 BJ4594  HISTORY     - 1967     MONUMENTED       LADH
 BJ4594  HISTORY     - 1979     GOOD             NGS
 BJ4594
 BJ4594                          STATION DESCRIPTION
 BJ4594
 BJ4594'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4594'THIS STATION IS LOCATED SOUTH ALONG INTERSTATE 55, 3.60 MILES FROM
 BJ4594'THE STATE HIGHWAY 16 INTERCHANGE WEST OF AMITE.  THE STATION IS SET
 BJ4594'IN THE BRIDGE ABUTMENT ON THE SOUTHEAST CORNER OF THE NORTH BOUND
 BJ4594'BRIDGE OVER THE LITTLE NATALBANY RIVER, 3.00 FEET WEST OF THE EAST
 BJ4594'CURB, 6.75 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, AND 11.65
 BJ4594'FEET EAST OF THE CENTERLINE OF THE ROADWAY.  THE STATION IS A
 BJ4594'STANDARD BRONZE DISK SET EVEN WITH THE ABUTMENT.
 BJ4594'
 BJ4594'TO REACH THIS STATION FROM THE STATE HIGHWAY 16 INTERCHANGE ON
 BJ4594'INTERSTATE 55 WEST OF AMITE, FOLLOW INTERSTATE 55 SOUTH FOR 3.60
 BJ4594'MILES TO THE STATION WHICH IS SET IN THE BRIDGE.
 BJ4594'
 BJ4594'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4594
 BJ4594                          STATION RECOVERY (1979)
 BJ4594
 BJ4594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RT)
 BJ4594'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE 1967
 BJ4594'DESCRIPTION IS ADEQUATE TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4596 ***********************************************************************
 BJ4596  DESIGNATION -  53D005 LDH 1967
 BJ4596  PID         -  BJ4596
 BJ4596  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4596  USGS QUAD   -  AMITE (1974)
 BJ4596
 BJ4596                         *CURRENT SURVEY CONTROL
 BJ4596  ___________________________________________________________________
 BJ4596* NAD 83(1992)-  30 39 36.73681(N)    090 31 58.03749(W)     ADJUSTED  
 BJ4596* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 BJ4596  ___________________________________________________________________
 BJ4596  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4596  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4596
 BJ4596  HORZ ORDER  -  SECOND
 BJ4596
 BJ4596.The horizontal coordinates were established by classical geodetic methods
 BJ4596.and adjusted by the National Geodetic Survey in January 1993..
 BJ4596
 BJ4596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4596
 BJ4596.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4596
 BJ4596.The geoid height was determined by GEOID03.
 BJ4596
 BJ4596;                    North         East     Units Scale Factor Converg.
 BJ4596;SPC LA S     -   239,719.583 1,076,723.973   MT  0.99999178   +0 24 01.0
 BJ4596;SPC LA S     -   786,480.00  3,532,551.90   sFT  0.99999178   +0 24 01.0
 BJ4596;UTM  15      - 3,394,541.611   736,401.342   MT  1.00028946   +1 15 31.4
 BJ4596
 BJ4596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4596!SPC LA S     -   0.99999999  x   0.99999178  =   0.99999177
 BJ4596!UTM  15      -   0.99999999  x   1.00028946  =   1.00028945
 BJ4596
 BJ4596:                Primary Azimuth Mark                     Grid Az
 BJ4596:SPC LA S     -  53D004 LDH 1967                          000 38 24.4
 BJ4596:UTM  15      -  53D004 LDH 1967                          359 46 54.0
 BJ4596
 BJ4596|---------------------------------------------------------------------|
 BJ4596| PID    Reference Object                     Distance      Geod. Az  |
 BJ4596|                                                           dddmmss.s |
 BJ4596| BJ4594 53D004 LDH 1967                     APPROX. 1.5 KM 0010225.4 |
 BJ4596|---------------------------------------------------------------------|
 BJ4596
 BJ4596                          SUPERSEDED SURVEY CONTROL
 BJ4596
 BJ4596  NAD 83(1986)-  30 39 36.75141(N)    090 31 58.03475(W) AD(       ) 2
 BJ4596  NAD 27      -  30 39 36.07778(N)    090 31 57.70331(W) AD(       ) 2
 BJ4596  NGVD 29 (07/19/86)   27.3    (m)           90.     (f) VERT ANG       
 BJ4596
 BJ4596.Superseded values are not recommended for survey control.
 BJ4596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4596.See file dsdata.txt to determine how the superseded data were derived.
 BJ4596
 BJ4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3640194542(NAD 83)
 BJ4596_MARKER: DD = SURVEY DISK
 BJ4596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4596+STABILITY: SURFACE MOTION
 BJ4596
 BJ4596  HISTORY     - Date     Condition        Report By
 BJ4596  HISTORY     - 1967     MONUMENTED       LADH
 BJ4596  HISTORY     - 1979     GOOD             NGS
 BJ4596
 BJ4596                          STATION DESCRIPTION
 BJ4596
 BJ4596'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4596'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 1.30 MILES FROM
 BJ4596'THE STATE HIGHWAY 40 INTERCHANGE ON INTERSTATE 55 IN WEST
 BJ4596'INDEPENDENCE.  THE STATION IS SET TO THE WEST OF INTERSTATE 55 IN A
 BJ4596'CURVE NEAR THE RIGHT OF WAY FENCE, 1.25 FEET WEST OF A METAL
 BJ4596'WITNESS POST AND SIGN, 2.75 FEET EAST OF A CONCRETE RIGHT OF WAY
 BJ4596'MARKER, 2.00 FEET EAST OF THE RIGHT OF WAY FENCE, 65.60 FEET WEST
 BJ4596'OF THE HEADWALL ON A CROSS DRAIN UNDER INTERSTATE 55, AND 102.70
 BJ4596'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF INTERSTATE
 BJ4596'55.
 BJ4596'
 BJ4596'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4596'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ4596'GROUND.  STATION IS STAMPED 53D005.
 BJ4596'
 BJ4596'TO REACH THIS STATION FROM THE STATE HIGHWAY 40 INTERCHANGE IN WEST
 BJ4596'INDEPENDENCE, FOLLOW INTERSTATE 55 NORTH FOR 1.30 MILES TO THE
 BJ4596'STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BJ4596'
 BJ4596'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4596
 BJ4596                          STATION RECOVERY (1979)
 BJ4596
 BJ4596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RT)
 BJ4596'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE 1967
 BJ4596'DESCRIPTION IS ADEQUATE TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4592 ***********************************************************************
 BJ4592  DESIGNATION -  53D006 LDH 1967
 BJ4592  PID         -  BJ4592
 BJ4592  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4592  USGS QUAD   -  AMITE (1974)
 BJ4592
 BJ4592                         *CURRENT SURVEY CONTROL
 BJ4592  ___________________________________________________________________
 BJ4592* NAD 83(1992)-  30 38 28.01226(N)    090 31 30.74753(W)     ADJUSTED  
 BJ4592* NAVD 88     -        32.6    (meters)     107.     (feet)  VERTCON   
 BJ4592  ___________________________________________________________________
 BJ4592  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ4592  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4592
 BJ4592  HORZ ORDER  -  SECOND
 BJ4592
 BJ4592.The horizontal coordinates were established by classical geodetic methods
 BJ4592.and adjusted by the National Geodetic Survey in January 1993..
 BJ4592
 BJ4592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4592
 BJ4592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4592
 BJ4592.The geoid height was determined by GEOID03.
 BJ4592
 BJ4592;                    North         East     Units Scale Factor Converg.
 BJ4592;SPC LA S     -   237,608.356 1,077,465.403   MT  0.99998801   +0 24 14.7
 BJ4592;SPC LA S     -   779,553.41  3,534,984.41   sFT  0.99998801   +0 24 14.7
 BJ4592;UTM  15      - 3,392,441.091   737,174.542   MT  1.00029398   +1 15 42.8
 BJ4592
 BJ4592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4592!SPC LA S     -   0.99999915  x   0.99998801  =   0.99998716
 BJ4592!UTM  15      -   0.99999915  x   1.00029398  =   1.00029313
 BJ4592
 BJ4592:                Primary Azimuth Mark                     Grid Az
 BJ4592:SPC LA S     -  53D007 LDH 1967                          161 06 15.4
 BJ4592:UTM  15      -  53D007 LDH 1967                          160 14 47.3
 BJ4592
 BJ4592|---------------------------------------------------------------------|
 BJ4592| PID    Reference Object                     Distance      Geod. Az  |
 BJ4592|                                                           dddmmss.s |
 BJ4592| BJ4623 53D007 LDH 1967                     APPROX. 2.1 KM 1613030.1 |
 BJ4592|---------------------------------------------------------------------|
 BJ4592
 BJ4592                          SUPERSEDED SURVEY CONTROL
 BJ4592
 BJ4592  NAD 83(1986)-  30 38 28.02715(N)    090 31 30.74480(W) AD(       ) 2
 BJ4592  NAD 27      -  30 38 27.35139(N)    090 31 30.41558(W) AD(       ) 2
 BJ4592  NGVD 29 (07/19/86)   32.6    (m)          107.     (f) VERT ANG       
 BJ4592
 BJ4592.Superseded values are not recommended for survey control.
 BJ4592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4592.See file dsdata.txt to determine how the superseded data were derived.
 BJ4592
 BJ4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3717592441(NAD 83)
 BJ4592_MARKER: DD = SURVEY DISK
 BJ4592_SETTING: 0 = UNSPECIFIED SETTING
 BJ4592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4592
 BJ4592  HISTORY     - Date     Condition        Report By
 BJ4592  HISTORY     - 1967     MONUMENTED       LADH
 BJ4592  HISTORY     - 1979     GOOD             NGS
 BJ4592
 BJ4592                          STATION DESCRIPTION
 BJ4592
 BJ4592'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4592'THIS STATION IS SET IN THE NORTHEAST CORNER OF THE STATE HIGHWAY 40
 BJ4592'OVERPASS IN WEST INDEPENDENCE ON INTERSTATE 55.  THE STATION IN
 BJ4592'MARKED BY A STANDARD BRONZE DISK SET IN THE CURB, 4.40 FEET SOUTHWEST
 BJ4592'OF A METAL WITNESS POST AND SIGN, 14.50 FEET NORTH OF THE
 BJ4592'CENTERLINE OF THE OVERPASS.
 BJ4592'
 BJ4592'TO REACH THIS STATION FROM THE INTERSECTION OF US HIGHWAY 51 AND
 BJ4592'STATE HIGHWAY 40 IN INDEPENDENCE FOLLOW STATE HIGHWAY 40 WEST FOR
 BJ4592'1.5 MILES TO THE STATION WHICH IS SET IN THE OVERPASS.  STATION IS
 BJ4592'STAMPED 53D006.
 BJ4592'
 BJ4592'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4592
 BJ4592                          STATION RECOVERY (1979)
 BJ4592
 BJ4592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RT)
 BJ4592'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE 1967
 BJ4592'DESCRIPTION IS ADEQUATE TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4623 ***********************************************************************
 BJ4623  DESIGNATION -  53D007 LDH 1967
 BJ4623  PID         -  BJ4623
 BJ4623  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4623  USGS QUAD   -  ALBANY (1974)
 BJ4623
 BJ4623                         *CURRENT SURVEY CONTROL
 BJ4623  ___________________________________________________________________
 BJ4623* NAD 83(1992)-  30 37 24.20264(N)    090 31 06.07230(W)     ADJUSTED  
 BJ4623* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 BJ4623  ___________________________________________________________________
 BJ4623  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ4623  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4623
 BJ4623  HORZ ORDER  -  SECOND
 BJ4623
 BJ4623.The horizontal coordinates were established by classical geodetic methods
 BJ4623.and adjusted by the National Geodetic Survey in January 1993..
 BJ4623
 BJ4623.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4623
 BJ4623.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4623
 BJ4623.The geoid height was determined by GEOID03.
 BJ4623
 BJ4623;                    North         East     Units Scale Factor Converg.
 BJ4623;SPC LA S     -   235,648.048 1,078,136.402   MT  0.99998460   +0 24 27.0
 BJ4623;SPC LA S     -   773,121.97  3,537,185.85   sFT  0.99998460   +0 24 27.0
 BJ4623;UTM  15      - 3,390,490.441   737,875.020   MT  1.00029809   +1 15 53.0
 BJ4623
 BJ4623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4623!SPC LA S     -   0.99999930  x   0.99998460  =   0.99998390
 BJ4623!UTM  15      -   0.99999930  x   1.00029809  =   1.00029739
 BJ4623
 BJ4623:                Primary Azimuth Mark                     Grid Az
 BJ4623:SPC LA S     -  53D010 LDH 1967                          161 29 10.7
 BJ4623:UTM  15      -  53D010 LDH 1967                          160 37 44.7
 BJ4623
 BJ4623|---------------------------------------------------------------------|
 BJ4623| PID    Reference Object                     Distance      Geod. Az  |
 BJ4623|                                                           dddmmss.s |
 BJ4623| BJ4617 53D010 LDH 1967                     APPROX. 4.3 KM 1615337.7 |
 BJ4623|---------------------------------------------------------------------|
 BJ4623
 BJ4623                          SUPERSEDED SURVEY CONTROL
 BJ4623
 BJ4623  NAD 83(1986)-  30 37 24.21781(N)    090 31 06.06958(W) AD(       ) 2
 BJ4623  NAD 27      -  30 37 23.54024(N)    090 31 05.74196(W) AD(       ) 2
 BJ4623  NGVD 29 (07/19/86)   31.6    (m)          104.     (f) VERT ANG       
 BJ4623
 BJ4623.Superseded values are not recommended for survey control.
 BJ4623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4623.See file dsdata.txt to determine how the superseded data were derived.
 BJ4623
 BJ4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3787590490(NAD 83)
 BJ4623_MARKER: DD = SURVEY DISK
 BJ4623_SETTING: 0 = UNSPECIFIED SETTING
 BJ4623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4623
 BJ4623  HISTORY     - Date     Condition        Report By
 BJ4623  HISTORY     - 1967     MONUMENTED       LADH
 BJ4623  HISTORY     - 1979     GOOD             NGS
 BJ4623
 BJ4623                          STATION DESCRIPTION
 BJ4623
 BJ4623'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4623'THIS STATION IS LOCATED IN THE NORTHEAST CORNER OF THE STATE HIGHWAY
 BJ4623'1063 OVERPASS ON INTERSTATE 55.  THE STATION IS MARKED BY A STANDARD
 BJ4623'BRONZE DISK SET IN THE CURB OF THE OVERPASS, 4.70 FEET SOUTHWEST OF
 BJ4623'A METAL WITNESS POST AND SIGN, AND 12.0 FEET NORTH OF THE
 BJ4623'CENTERLINE OF THE OVERPASS.
 BJ4623'
 BJ4623'TO REACH THIS STATION FROM THE STATE HIGHWAY 40 INTERCHANGE IN WEST
 BJ4623'INDEPENDENCE, FOLLOW INTERSTATE 55 SOUTH FOR 1.2 MILES TO THE
 BJ4623'STATION WHICH IS SET IN THE OVERPASS.  STATION IS STAMPED 53D007.
 BJ4623'
 BJ4623'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4623
 BJ4623                          STATION RECOVERY (1979)
 BJ4623
 BJ4623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RT)
 BJ4623'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE 1967
 BJ4623'DESCRIPTION IS ADEQUATE TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4621 ***********************************************************************
 BJ4621  DESIGNATION -  53D008 LDH 1967
 BJ4621  PID         -  BJ4621
 BJ4621  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4621  USGS QUAD   -  ALBANY (1974)
 BJ4621
 BJ4621                         *CURRENT SURVEY CONTROL
 BJ4621  ___________________________________________________________________
 BJ4621* NAD 83(1992)-  30 36 24.07512(N)    090 30 45.41876(W)     ADJUSTED  
 BJ4621* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 BJ4621  ___________________________________________________________________
 BJ4621  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ4621  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4621
 BJ4621  HORZ ORDER  -  SECOND
 BJ4621
 BJ4621.The horizontal coordinates were established by classical geodetic methods
 BJ4621.and adjusted by the National Geodetic Survey in January 1993..
 BJ4621
 BJ4621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4621
 BJ4621.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4621
 BJ4621.The geoid height was determined by GEOID03.
 BJ4621
 BJ4621;                    North         East     Units Scale Factor Converg.
 BJ4621;SPC LA S     -   233,800.411 1,078,699.699   MT  0.99998148   +0 24 37.3
 BJ4621;SPC LA S     -   767,060.18  3,539,033.93   sFT  0.99998148   +0 24 37.3
 BJ4621;UTM  15      - 3,388,650.853   738,466.075   MT  1.00030156   +1 16 01.3
 BJ4621
 BJ4621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4621!SPC LA S     -   0.99999949  x   0.99998148  =   0.99998097
 BJ4621!UTM  15      -   0.99999949  x   1.00030156  =   1.00030105
 BJ4621
 BJ4621:                Primary Azimuth Mark                     Grid Az
 BJ4621:SPC LA S     -  53D009 LDH 1967                          157 33 19.9
 BJ4621:UTM  15      -  53D009 LDH 1967                          156 41 55.9
 BJ4621
 BJ4621|---------------------------------------------------------------------|
 BJ4621| PID    Reference Object                     Distance      Geod. Az  |
 BJ4621|                                                           dddmmss.s |
 BJ4621| BJ4620 53D009 LDH 1967                     APPROX. 1.3 KM 1575757.2 |
 BJ4621|---------------------------------------------------------------------|
 BJ4621
 BJ4621                          SUPERSEDED SURVEY CONTROL
 BJ4621
 BJ4621  NAD 83(1986)-  30 36 24.09063(N)    090 30 45.41608(W) AD(       ) 2
 BJ4621  NAD 27      -  30 36 23.41156(N)    090 30 45.08970(W) AD(       ) 2
 BJ4621  NGVD 29 (07/19/86)   30.4    (m)          100.     (f) VERT ANG       
 BJ4621
 BJ4621.Superseded values are not recommended for survey control.
 BJ4621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4621.See file dsdata.txt to determine how the superseded data were derived.
 BJ4621
 BJ4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3846688651(NAD 83)
 BJ4621_MARKER: DD = SURVEY DISK
 BJ4621_SETTING: 0 = UNSPECIFIED SETTING
 BJ4621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4621
 BJ4621  HISTORY     - Date     Condition        Report By
 BJ4621  HISTORY     - 1967     MONUMENTED       LADH
 BJ4621
 BJ4621                          STATION DESCRIPTION
 BJ4621
 BJ4621'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4621'THIS STATION IS SET IN THE SOUTHWEST CORNER OF AN OVERPASS ON A
 BJ4621'PARISH ROAD OVER INTERSTATE 55.  THE STATION IS MARKED BY A STANDARD
 BJ4621'BRONZE DISK SET IN THE CURB, 4.70 FEET NORTHEAST OF A METAL WITNESS
 BJ4621'POST AND SIGN, 12.0 FEET SOUTH OF THE CENTERLINE OF THE OVERPASS.
 BJ4621'
 BJ4621'TO REACH THIS STATION FROM THE STATE HIGHWAY 40 INTERCHANGE ON
 BJ4621'INTERSTATE 55 IN WEST INDEPENDENCE, FOLLOW INTERSTATE 55 SOUTH FOR
 BJ4621'2.4 MILES TO THE STATION WHICH IS SET IN THE OVERPASS.
 BJ4621'
 BJ4621'STATION IS STAMPED 53D008.
 BJ4621'
 BJ4621'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4620 ***********************************************************************
 BJ4620  DESIGNATION -  53D009 LDH 1967
 BJ4620  PID         -  BJ4620
 BJ4620  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4620  USGS QUAD   -  ALBANY (1974)
 BJ4620
 BJ4620                         *CURRENT SURVEY CONTROL
 BJ4620  ___________________________________________________________________
 BJ4620* NAD 83(1992)-  30 35 45.94733(N)    090 30 27.58110(W)     ADJUSTED  
 BJ4620* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 BJ4620  ___________________________________________________________________
 BJ4620  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4620  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4620
 BJ4620  HORZ ORDER  -  SECOND
 BJ4620
 BJ4620.The horizontal coordinates were established by classical geodetic methods
 BJ4620.and adjusted by the National Geodetic Survey in January 1993..
 BJ4620
 BJ4620.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4620
 BJ4620.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4620
 BJ4620.The geoid height was determined by GEOID03.
 BJ4620
 BJ4620;                    North         East     Units Scale Factor Converg.
 BJ4620;SPC LA S     -   232,629.726 1,079,183.284   MT  0.99997955   +0 24 46.2
 BJ4620;SPC LA S     -   763,219.36  3,540,620.49   sFT  0.99997955   +0 24 46.2
 BJ4620;UTM  15      - 3,387,487.151   738,967.266   MT  1.00030452   +1 16 09.0
 BJ4620
 BJ4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4620!SPC LA S     -   1.00000095  x   0.99997955  =   0.99998050
 BJ4620!UTM  15      -   1.00000095  x   1.00030452  =   1.00030547
 BJ4620
 BJ4620:                Primary Azimuth Mark                     Grid Az
 BJ4620:SPC LA S     -  53D010 LDH 1967                          163 16 51.4
 BJ4620:UTM  15      -  53D010 LDH 1967                          162 25 28.6
 BJ4620
 BJ4620|---------------------------------------------------------------------|
 BJ4620| PID    Reference Object                     Distance      Geod. Az  |
 BJ4620|                                                           dddmmss.s |
 BJ4620| BJ4617 53D010 LDH 1967                     APPROX. 1.1 KM 1634137.6 |
 BJ4620|---------------------------------------------------------------------|
 BJ4620
 BJ4620                          SUPERSEDED SURVEY CONTROL
 BJ4620
 BJ4620  NAD 83(1986)-  30 35 45.96293(N)    090 30 27.57843(W) AD(       ) 2
 BJ4620  NAD 27      -  30 35 45.28265(N)    090 30 27.25309(W) AD(       ) 2
 BJ4620  NGVD 29 (07/19/86)   21.1    (m)           69.     (f) VERT ANG       
 BJ4620
 BJ4620.Superseded values are not recommended for survey control.
 BJ4620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4620.See file dsdata.txt to determine how the superseded data were derived.
 BJ4620
 BJ4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3896787487(NAD 83)
 BJ4620_MARKER: DD = SURVEY DISK
 BJ4620_SETTING: 0 = UNSPECIFIED SETTING
 BJ4620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4620
 BJ4620  HISTORY     - Date     Condition        Report By
 BJ4620  HISTORY     - 1967     MONUMENTED       LADH
 BJ4620
 BJ4620                          STATION DESCRIPTION
 BJ4620
 BJ4620'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4620'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 1.40 MILES FROM
 BJ4620'THE STATE HIGHWAY 442 INTERCHANGE IN WEST TICKFAW.  THE STATION IS
 BJ4620'SET TO THE EAST OF INTERSTATE 55 NEAR THE RIGHT OF WAY FENCE, 1.20
 BJ4620'FEET EAST OF A METAL WITNESS POST AND SIGN, 2.20 FEET WEST OF THE
 BJ4620'RIGHT OF WAY FENCE, 16.15 FEET NORTHWEST OF A 16 INCH PINE TREE,
 BJ4620'AND 103.0 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 BJ4620'INTERSTATE 55.
 BJ4620'
 BJ4620'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
 BJ4620'POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BJ4620'STATION IS STAMPED 53D009.
 BJ4620'
 BJ4620'TO REACH THIS STATION FROM THE STATE HIGHWAY 442 INTERCHANGE ON
 BJ4620'INTERSTATE 55 FOLLOW INTERSTATE 55 NORTH FOR 1.40 MILES TO THE
 BJ4620'STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BJ4620'
 BJ4620'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4617 ***********************************************************************
 BJ4617  DESIGNATION -  53D010 LDH 1967
 BJ4617  PID         -  BJ4617
 BJ4617  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4617  USGS QUAD   -  ALBANY (1974)
 BJ4617
 BJ4617                         *CURRENT SURVEY CONTROL
 BJ4617  ___________________________________________________________________
 BJ4617* NAD 83(1992)-  30 35 11.81530(N)    090 30 16.04002(W)     ADJUSTED  
 BJ4617* NAVD 88     -        19.7    (meters)      65.     (feet)  VERTCON   
 BJ4617  ___________________________________________________________________
 BJ4617  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ4617  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ4617
 BJ4617  HORZ ORDER  -  SECOND
 BJ4617
 BJ4617.The horizontal coordinates were established by classical geodetic methods
 BJ4617.and adjusted by the National Geodetic Survey in January 1993..
 BJ4617
 BJ4617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4617
 BJ4617.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4617
 BJ4617.The geoid height was determined by GEOID03.
 BJ4617
 BJ4617;                    North         East     Units Scale Factor Converg.
 BJ4617;SPC LA S     -   231,580.895 1,079,498.328   MT  0.99997785   +0 24 52.0
 BJ4617;SPC LA S     -   759,778.32  3,541,654.10   sFT  0.99997785   +0 24 52.0
 BJ4617;UTM  15      - 3,386,442.804   739,298.055   MT  1.00030647   +1 16 13.6
 BJ4617
 BJ4617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4617!SPC LA S     -   1.00000117  x   0.99997785  =   0.99997902
 BJ4617!UTM  15      -   1.00000117  x   1.00030647  =   1.00030764
 BJ4617
 BJ4617:                Primary Azimuth Mark                     Grid Az
 BJ4617:SPC LA S     -  53D009 LDH 1967                          343 16 51.5
 BJ4617:UTM  15      -  53D009 LDH 1967                          342 25 29.9
 BJ4617
 BJ4617|---------------------------------------------------------------------|
 BJ4617| PID    Reference Object                     Distance      Geod. Az  |
 BJ4617|                                                           dddmmss.s |
 BJ4617| BJ4620 53D009 LDH 1967                     APPROX. 1.1 KM 3434143.5 |
 BJ4617|---------------------------------------------------------------------|
 BJ4617
 BJ4617                          SUPERSEDED SURVEY CONTROL
 BJ4617
 BJ4617  NAD 83(1986)-  30 35 11.83097(N)    090 30 16.03735(W) AD(       ) 2
 BJ4617  NAD 27      -  30 35 11.14953(N)    090 30 15.71271(W) AD(       ) 2
 BJ4617  NGVD 29 (07/19/86)   19.7    (m)           65.     (f) VERT ANG       
 BJ4617
 BJ4617.Superseded values are not recommended for survey control.
 BJ4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4617.See file dsdata.txt to determine how the superseded data were derived.
 BJ4617
 BJ4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3929886443(NAD 83)
 BJ4617_MARKER: DD = SURVEY DISK
 BJ4617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4617+STABILITY: SURFACE MOTION
 BJ4617
 BJ4617  HISTORY     - Date     Condition        Report By
 BJ4617  HISTORY     - 1967     MONUMENTED       LADH
 BJ4617
 BJ4617                          STATION DESCRIPTION
 BJ4617
 BJ4617'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4617'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 0.9 MILES FROM THE
 BJ4617'STATE HIGHWAY 442 INTERCHANGE IN WEST TICKFAW.  THE STATION IS SET
 BJ4617'TO THE EAST OF INTERSTATE 55 NEAR THE RIGHT OF WAY FENCE IN A CURVE,
 BJ4617'1.40 FEET EAST OF A METAL WITNESS POST AND SIGN, 2.00 FEET WEST
 BJ4617'OF THE RIGHT OF WAY FENCE, 102.45 FEET EAST OF A METAL WITNESS POST
 BJ4617'AND SIGN, 2.00 FEET WEST OF THE RIGHT OF WAY FENCE, 102.45 FEET EAST
 BJ4617'OF THE CENTERLINE OF THE NORTH BOUND LANE OF INTERSTATE 55, 15.0
 BJ4617'FEET NORTHWEST OF A 16 INCH LIVE OAK TREE, AND 21.30 FEET
 BJ4617'SOUTH OF A 16 INCH PINE TREE.
 BJ4617'
 BJ4617'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4617'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ4617'GROUND.  STATION IS STAMPED 53D010.
 BJ4617'
 BJ4617'TO REACH THIS STATION FROM THE STATE HIGHWAY 442 INTERCHANGE ON
 BJ4617'INTERSTATE 55 IN WEST TICKFAW, FOLLOW INTERSTATE 55 NORTH FOR 0.9
 BJ4617'MILE TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BJ4617'
 BJ4617'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4619 ***********************************************************************
 BJ4619  DESIGNATION -  53D011 LDH 1967
 BJ4619  PID         -  BJ4619
 BJ4619  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4619  USGS QUAD   -  ALBANY (1974)
 BJ4619
 BJ4619                         *CURRENT SURVEY CONTROL
 BJ4619  ___________________________________________________________________
 BJ4619* NAD 83(1992)-  30 34 37.69952(N)    090 30 16.93400(W)     ADJUSTED  
 BJ4619* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 BJ4619  ___________________________________________________________________
 BJ4619  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4619  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ4619
 BJ4619  HORZ ORDER  -  SECOND
 BJ4619
 BJ4619.The horizontal coordinates were established by classical geodetic methods
 BJ4619.and adjusted by the National Geodetic Survey in January 1993..
 BJ4619
 BJ4619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4619
 BJ4619.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4619
 BJ4619.The geoid height was determined by GEOID03.
 BJ4619
 BJ4619;                    North         East     Units Scale Factor Converg.
 BJ4619;SPC LA S     -   230,530.176 1,079,482.108   MT  0.99997617   +0 24 51.6
 BJ4619;SPC LA S     -   756,331.09  3,541,600.88   sFT  0.99997617   +0 24 51.6
 BJ4619;UTM  15      - 3,385,391.614   739,297.531   MT  1.00030647   +1 16 11.8
 BJ4619
 BJ4619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4619!SPC LA S     -   0.99999997  x   0.99997617  =   0.99997614
 BJ4619!UTM  15      -   0.99999997  x   1.00030647  =   1.00030644
 BJ4619
 BJ4619:                Primary Azimuth Mark                     Grid Az
 BJ4619:SPC LA S     -  53D010 LDH 1967                          000 53 03.8
 BJ4619:UTM  15      -  53D010 LDH 1967                          000 01 43.6
 BJ4619
 BJ4619|---------------------------------------------------------------------|
 BJ4619| PID    Reference Object                     Distance      Geod. Az  |
 BJ4619|                                                           dddmmss.s |
 BJ4619| BJ4617 53D010 LDH 1967                     APPROX. 1.1 KM 0011755.4 |
 BJ4619|---------------------------------------------------------------------|
 BJ4619
 BJ4619                          SUPERSEDED SURVEY CONTROL
 BJ4619
 BJ4619  NAD 83(1986)-  30 34 37.71527(N)    090 30 16.93132(W) AD(       ) 2
 BJ4619  NAD 27      -  30 34 37.03287(N)    090 30 16.60692(W) AD(       ) 2
 BJ4619  NGVD 29 (07/19/86)   27.3    (m)           90.     (f) VERT ANG       
 BJ4619
 BJ4619.Superseded values are not recommended for survey control.
 BJ4619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4619.See file dsdata.txt to determine how the superseded data were derived.
 BJ4619
 BJ4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3929885392(NAD 83)
 BJ4619_MARKER: DD = SURVEY DISK
 BJ4619_SETTING: 0 = UNSPECIFIED SETTING
 BJ4619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4619
 BJ4619  HISTORY     - Date     Condition        Report By
 BJ4619  HISTORY     - 1967     MONUMENTED       LADH
 BJ4619
 BJ4619                          STATION DESCRIPTION
 BJ4619
 BJ4619'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4619'THIS STATION IS SET IN THE SOUTHWEST CORNER OF THE STATE HIGHWAY 442
 BJ4619'OVERPASS, WEST OF TICKFAW, ON INTERSTATE 55.  THE STATION IS MARKED
 BJ4619'BY A STANDARD BRONZE DISK SET IN THE ABUTMENT, 3.10 FEET NORTH OF THE
 BJ4619'SOUTH CURB, 7.35 FEET NORTH OF A WITNESS POST AND SIGN, AND 11.0
 BJ4619'FEET SOUTH OF THE CENTERLINE OF THE OVERPASS.
 BJ4619'
 BJ4619'TO REACH THIS STATION FROM THE INTERSECTION OF U. S. HIGHWAY 51 AND
 BJ4619'STATE HIGHWAY 442 IN TICKFAW, FOLLOW STATE HIGHWAY 442 WEST FOR 1.3
 BJ4619'MILES TO THE STATE HIGHWAY 442 INTERCHANGE ON INTERSTATE 55 AND THE
 BJ4619'STATION WHICH IS SET IN THE OVERPASS.  STATION IS STAMPED 53D011.
 BJ4619'
 BJ4619'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4618 ***********************************************************************
 BJ4618  DESIGNATION -  53D012 LDH 1968
 BJ4618  PID         -  BJ4618
 BJ4618  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4618  USGS QUAD   -  ALBANY (1974)
 BJ4618
 BJ4618                         *CURRENT SURVEY CONTROL
 BJ4618  ___________________________________________________________________
 BJ4618* NAD 83(1992)-  30 33 46.27075(N)    090 30 16.39678(W)     ADJUSTED  
 BJ4618* NAVD 88     -        25.6    (meters)      84.     (feet)  VERTCON   
 BJ4618  ___________________________________________________________________
 BJ4618  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ4618  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ4618
 BJ4618  HORZ ORDER  -  SECOND
 BJ4618
 BJ4618.The horizontal coordinates were established by classical geodetic methods
 BJ4618.and adjusted by the National Geodetic Survey in January 1993..
 BJ4618
 BJ4618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4618
 BJ4618.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4618
 BJ4618.The geoid height was determined by GEOID03.
 BJ4618
 BJ4618;                    North         East     Units Scale Factor Converg.
 BJ4618;SPC LA S     -   228,946.610 1,079,507.876   MT  0.99997370   +0 24 51.8
 BJ4618;SPC LA S     -   751,135.67  3,541,685.42   sFT  0.99997370   +0 24 51.8
 BJ4618;UTM  15      - 3,383,808.084   739,346.952   MT  1.00030676   +1 16 10.2
 BJ4618
 BJ4618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4618!SPC LA S     -   1.00000023  x   0.99997370  =   0.99997393
 BJ4618!UTM  15      -   1.00000023  x   1.00030676  =   1.00030699
 BJ4618
 BJ4618:                Primary Azimuth Mark                     Grid Az
 BJ4618:SPC LA S     -  53E001 LDH                               177 06 46.0
 BJ4618:UTM  15      -  53E001 LDH                               176 15 27.6
 BJ4618
 BJ4618|---------------------------------------------------------------------|
 BJ4618| PID    Reference Object                     Distance      Geod. Az  |
 BJ4618|                                                           dddmmss.s |
 BJ4618| BJ4614 53E001 LDH                          APPROX. 2.0 KM 1773137.8 |
 BJ4618|---------------------------------------------------------------------|
 BJ4618
 BJ4618                          SUPERSEDED SURVEY CONTROL
 BJ4618
 BJ4618  NAD 83(1986)-  30 33 46.28660(N)    090 30 16.39410(W) AD(       ) 2
 BJ4618  NAD 27      -  30 33 45.60274(N)    090 30 16.06996(W) AD(       ) 2
 BJ4618  NGVD 29 (07/19/86)   25.6    (m)           84.     (f) VERT ANG       
 BJ4618
 BJ4618.Superseded values are not recommended for survey control.
 BJ4618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4618.See file dsdata.txt to determine how the superseded data were derived.
 BJ4618
 BJ4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3934783808(NAD 83)
 BJ4618_MARKER: DD = SURVEY DISK
 BJ4618_SETTING: 0 = UNSPECIFIED SETTING
 BJ4618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4618
 BJ4618  HISTORY     - Date     Condition        Report By
 BJ4618  HISTORY     - 1968     MONUMENTED       LADH
 BJ4618
 BJ4618                          STATION DESCRIPTION
 BJ4618
 BJ4618'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4618'THIS STATION IS LOCATED IN THE SOUTHWEST CORNER OF AN OVERPASS ON
 BJ4618'INTERSTATE 55.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET
 BJ4618'IN THE ABUTMENT OF THE OVERPASS 3 FEET FROM THE SOUTH CURB.
 BJ4618'
 BJ4618'TO REACH THIS STATION FROM THE U.S. HIGHWAY 190 INTERCHANGE IN WEST
 BJ4618'HAMMOND, FOLLOW INTERSTATE 55 NORTH FOR 4.2 MILES TO THE STATION
 BJ4618'WHICH IS SET IN THE OVERPASS.  STATION IS STAMPED 53D012.
 BJ4618'
 BJ4618'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4184 ***********************************************************************
 BJ4184  DESIGNATION -  53D014 LDH 1967
 BJ4184  PID         -  BJ4184
 BJ4184  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4184  USGS QUAD   -  HAMMOND (1994)
 BJ4184
 BJ4184                         *CURRENT SURVEY CONTROL
 BJ4184  ___________________________________________________________________
 BJ4184* NAD 83(1992)-  30 36 22.64240(N)    090 28 12.96139(W)     ADJUSTED  
 BJ4184* NAVD 88     -        24.6    (meters)      81.     (feet)  VERTCON   
 BJ4184  ___________________________________________________________________
 BJ4184  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ4184  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4184
 BJ4184  HORZ ORDER  -  SECOND
 BJ4184
 BJ4184.The horizontal coordinates were established by classical geodetic methods
 BJ4184.and adjusted by the National Geodetic Survey in January 1993..
 BJ4184
 BJ4184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4184
 BJ4184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4184
 BJ4184.The geoid height was determined by GEOID03.
 BJ4184
 BJ4184;                    North         East     Units Scale Factor Converg.
 BJ4184;SPC LA S     -   233,786.128 1,082,760.887   MT  0.99998141   +0 25 53.6
 BJ4184;SPC LA S     -   767,013.32  3,552,358.01   sFT  0.99998141   +0 25 53.6
 BJ4184;UTM  15      - 3,388,697.320   742,528.371   MT  1.00032567   +1 17 19.0
 BJ4184
 BJ4184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4184!SPC LA S     -   1.00000040  x   0.99998141  =   0.99998181
 BJ4184!UTM  15      -   1.00000040  x   1.00032567  =   1.00032607
 BJ4184
 BJ4184:                Primary Azimuth Mark                     Grid Az
 BJ4184:SPC LA S     -  53D015 LDH 1967                          122 44 21.0
 BJ4184:UTM  15      -  53D015 LDH 1967                          121 52 55.6
 BJ4184
 BJ4184|---------------------------------------------------------------------|
 BJ4184| PID    Reference Object                     Distance      Geod. Az  |
 BJ4184|                                                           dddmmss.s |
 BJ4184| BJ4180 53D015 LDH 1967                     APPROX. 1.0 KM 1231014.6 |
 BJ4184|---------------------------------------------------------------------|
 BJ4184
 BJ4184                          SUPERSEDED SURVEY CONTROL
 BJ4184
 BJ4184  NAD 83(1986)-  30 36 22.65817(N)    090 28 12.95877(W) AD(       ) 2
 BJ4184  NAD 27      -  30 36 21.97968(N)    090 28 12.63573(W) AD(       ) 2
 BJ4184  NGVD 29 (07/19/86)   24.6    (m)           81.     (f) VERT ANG       
 BJ4184
 BJ4184.Superseded values are not recommended for survey control.
 BJ4184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4184.See file dsdata.txt to determine how the superseded data were derived.
 BJ4184
 BJ4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4252888697(NAD 83)
 BJ4184_MARKER: DD = SURVEY DISK
 BJ4184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4184+STABILITY: SURFACE MOTION
 BJ4184
 BJ4184  HISTORY     - Date     Condition        Report By
 BJ4184  HISTORY     - 1967     MONUMENTED       LADH
 BJ4184
 BJ4184                          STATION DESCRIPTION
 BJ4184
 BJ4184'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4184'THIS STATION IS LOCATED ALONG STATE HIGHWAY 1065 NORTHEAST OF
 BJ4184'TICKFAW, NEAR A SMALL CHURCH.  THE STATION IS SET ON THE EAST SIDE OF
 BJ4184'THE HIGHWAY NEAR THE RIGHT OF WAY FENCE AND A GAS METER, 1.32
 BJ4184'FEET EAST OF A METAL WITNESS POST AND SIGN, 2.35 FEET WEST OF THE
 BJ4184'RIGHT OF WAY FENCE, 8.35 FEET NORTHWEST OF A GAS METER, 41.50
 BJ4184'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 1065, 60.10 FEET
 BJ4184'SOUTH OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, AND 120 FEET
 BJ4184'SOUTH OF A SMALL WHITE CHURCH.
 BJ4184'
 BJ4184'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4184'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ4184'GROUND.  STATION IS STAMPED 53D014.
 BJ4184'
 BJ4184'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 190 AND
 BJ4184'STATE HIGHWAY 442 IN TICKFAW, FOLLOW U.S. HIGHWAY 190 NORTH FOR 2.20
 BJ4184'MILES TO ITS INTERSECTION WITH A BLACKTOP ROAD LEADING EAST OVER
 BJ4184'THE ILLINOIS CENTRAL RAILROAD, GO EAST ON BLACKTOP FOR 1.35 MILES
 BJ4184'TO THE STATION WHICH IS SET TO THE EAST OF THE HIGHWAY IN A CURVE.
 BJ4184'
 BJ4184'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4180 ***********************************************************************
 BJ4180  DESIGNATION -  53D015 LDH 1967
 BJ4180  PID         -  BJ4180
 BJ4180  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4180  USGS QUAD   -  HAMMOND (1994)
 BJ4180
 BJ4180                         *CURRENT SURVEY CONTROL
 BJ4180  ___________________________________________________________________
 BJ4180* NAD 83(1992)-  30 36 05.71537(N)    090 27 43.02627(W)     ADJUSTED  
 BJ4180* NAVD 88     -        22.9    (meters)      75.     (feet)  VERTCON   
 BJ4180  ___________________________________________________________________
 BJ4180  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ4180  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4180
 BJ4180  HORZ ORDER  -  SECOND
 BJ4180
 BJ4180.The horizontal coordinates were established by classical geodetic methods
 BJ4180.and adjusted by the National Geodetic Survey in January 1993..
 BJ4180
 BJ4180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4180
 BJ4180.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4180
 BJ4180.The geoid height was determined by GEOID03.
 BJ4180
 BJ4180;                    North         East     Units Scale Factor Converg.
 BJ4180;SPC LA S     -   233,270.917 1,083,562.205   MT  0.99998055   +0 26 08.5
 BJ4180;SPC LA S     -   765,323.00  3,554,987.00   sFT  0.99998055   +0 26 08.5
 BJ4180;UTM  15      - 3,388,193.977   743,337.586   MT  1.00033053   +1 17 33.6
 BJ4180
 BJ4180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4180!SPC LA S     -   1.00000067  x   0.99998055  =   0.99998122
 BJ4180!UTM  15      -   1.00000067  x   1.00033053  =   1.00033120
 BJ4180
 BJ4180:                Primary Azimuth Mark                     Grid Az
 BJ4180:SPC LA S     -  MT STEVENS                               175 18 15.6
 BJ4180:UTM  15      -  MT STEVENS                               174 26 50.5
 BJ4180
 BJ4180|---------------------------------------------------------------------|
 BJ4180| PID    Reference Object                     Distance      Geod. Az  |
 BJ4180|                                                           dddmmss.s |
 BJ4180| BJ4177 MT STEVENS                          APPROX. 0.7 KM 1754424.1 |
 BJ4180|---------------------------------------------------------------------|
 BJ4180
 BJ4180                          SUPERSEDED SURVEY CONTROL
 BJ4180
 BJ4180  NAD 83(1986)-  30 36 05.73123(N)    090 27 43.02374(W) AD(       ) 2
 BJ4180  NAD 27      -  30 36 05.05242(N)    090 27 42.70139(W) AD(       ) 2
 BJ4180  NGVD 29 (07/19/86)   22.9    (m)           75.     (f) VERT ANG       
 BJ4180
 BJ4180.Superseded values are not recommended for survey control.
 BJ4180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4180.See file dsdata.txt to determine how the superseded data were derived.
 BJ4180
 BJ4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4333888194(NAD 83)
 BJ4180_MARKER: DD = SURVEY DISK
 BJ4180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4180+STABILITY: SURFACE MOTION
 BJ4180
 BJ4180  HISTORY     - Date     Condition        Report By
 BJ4180  HISTORY     - 1967     MONUMENTED       LADH
 BJ4180
 BJ4180                          STATION DESCRIPTION
 BJ4180
 BJ4180'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4180'THIS STATION IS LOCATED ABOUT 1.9 MILES NORTHEAST OF TICKFAW, ON THE
 BJ4180'BACK SLOPE WEST OF STATE HIGHWAY 1065.  THE STATION IS SET NEAR THE
 BJ4180'RIGHT OF WAY FENCE, 1.90 FEET WEST OF A METAL WITNESS POST AND
 BJ4180'SIGN, 2.35 FEET EAST OF THE RIGHT OF WAY FENCE, 14.50 FEET SOUTH OF
 BJ4180'A 14 INCH PECAN TREE, 38.95 FEET WEST OF THE CENTERLINE OF STATE
 BJ4180'HIGHWAY 1065, AND 0.4 MILE NORTH OF THE MT. STEVENS CEMETERY.
 BJ4180'
 BJ4180'THE STATION IS A STANDARD BRONZE DISK SET IN A ROUND CONCRETE POST
 BJ4180'THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BJ4180'STATION IS STAMPED 53D015.
 BJ4180'
 BJ4180'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 BJ4180'STATE HIGHWAY 442 IN TICKFAW, FOLLOW STATE HIGHWAY 442 EAST FOR 1.35
 BJ4180'MILES TO ITS INTERSECTION WITH STATE HIGHWAY 1065, THENCE NORTH
 BJ4180'ALONG STATE HIGHWAY 1065 FOR 0.79 MILES TO THE STATION WHICH IS SET
 BJ4180'TO THE WEST OF THE HIGHWAY.
 BJ4180'
 BJ4180'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4614 ***********************************************************************
 BJ4614  DESIGNATION -  53E001 LDH
 BJ4614  PID         -  BJ4614
 BJ4614  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4614  USGS QUAD   -  ALBANY (1974)
 BJ4614
 BJ4614                         *CURRENT SURVEY CONTROL
 BJ4614  ___________________________________________________________________
 BJ4614* NAD 83(1992)-  30 32 41.14322(N)    090 30 13.14725(W)     ADJUSTED  
 BJ4614* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 BJ4614  ___________________________________________________________________
 BJ4614  X           -     -48,327.254 (meters)                     COMP
 BJ4614  Y           -  -5,497,598.123 (meters)                     COMP
 BJ4614  Z           -   3,222,527.768 (meters)                     COMP
 BJ4614  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ4614  ELLIP HEIGHT-          -2.99  (meters)          (11/16/93) GPS OBS
 BJ4614  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4614
 BJ4614  HORZ ORDER  -  SECOND
 BJ4614  ELLP ORDER  -  FOURTH    CLASS II
 BJ4614
 BJ4614.The horizontal coordinates were established by classical geodetic methods
 BJ4614.and adjusted by the National Geodetic Survey in January 1993..
 BJ4614
 BJ4614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4614
 BJ4614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4614
 BJ4614.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4614
 BJ4614.The ellipsoidal height was determined by GPS observations
 BJ4614.and is referenced to NAD 83.
 BJ4614
 BJ4614.The geoid height was determined by GEOID03.
 BJ4614
 BJ4614;                    North         East     Units Scale Factor Converg.
 BJ4614;SPC LA S     -   226,941.746 1,079,608.990   MT  0.99997066   +0 24 53.5
 BJ4614;SPC LA S     -   744,558.05  3,542,017.16   sFT  0.99997066   +0 24 53.5
 BJ4614;UTM  15      - 3,381,804.280   739,478.007   MT  1.00030754   +1 16 09.4
 BJ4614
 BJ4614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4614!SPC LA S     -   1.00000047  x   0.99997066  =   0.99997113
 BJ4614!UTM  15      -   1.00000047  x   1.00030754  =   1.00030801
 BJ4614
 BJ4614:                Primary Azimuth Mark                     Grid Az
 BJ4614:SPC LA S     -  53E002 LDH 1967                          182 14 51.8
 BJ4614:UTM  15      -  53E002 LDH 1967                          181 23 35.9
 BJ4614
 BJ4614|---------------------------------------------------------------------|
 BJ4614| PID    Reference Object                     Distance      Geod. Az  |
 BJ4614|                                                           dddmmss.s |
 BJ4614| BJ4616 53E002 LDH 1967                     APPROX. 1.5 KM 1823945.3 |
 BJ4614|---------------------------------------------------------------------|
 BJ4614
 BJ4614                          SUPERSEDED SURVEY CONTROL
 BJ4614
 BJ4614  NAD 83(1986)-  30 32 41.15930(N)    090 30 13.14463(W) AD(       ) 2
 BJ4614  NAD 27      -  30 32 40.47355(N)    090 30 12.82053(W) AD(       ) 2
 BJ4614  NGVD 29 (11/16/93)   24.1    (m)           79.     (f) GPS OBS        
 BJ4614
 BJ4614.Superseded values are not recommended for survey control.
 BJ4614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4614.See file dsdata.txt to determine how the superseded data were derived.
 BJ4614
 BJ4614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3947881804(NAD 83)
 BJ4614_MARKER: DD = SURVEY DISK
 BJ4614_SETTING: 0 = UNSPECIFIED SETTING
 BJ4614_STAMPING: 53E001
 BJ4614_MARK LOGO: LADH  
 BJ4614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4614+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 BJ4614
 BJ4614  HISTORY     - Date     Condition        Report By
 BJ4614  HISTORY     - 1968     MONUMENTED       LADH
 BJ4614  HISTORY     - 1968     GOOD             LADH
 BJ4614  HISTORY     - 19921117 GOOD             NOS
 BJ4614
 BJ4614                          STATION DESCRIPTION
 BJ4614
 BJ4614'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4614'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 2.9 MILES FROM THE
 BJ4614'U.S. HIGHWAY 190 INTERCHANGE IN HAMMOND.  THE STATION IS SET IN THE
 BJ4614'NORTHEAST CORNER OF THE STATE HIGHWAY 1064 OVERPASS ON INTERSTATE
 BJ4614'55.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE CURB
 BJ4614'OF THE OVERPASS, 4.55 FEET SOUTHWEST OF A METAL WITNESS POST AND
 BJ4614'SIGN, AND 14.15 FEET NORTH OF THE CENTERLINE OF THE ROADWAY.
 BJ4614'STATION IS STAMPED 53E001.
 BJ4614'
 BJ4614'TO REACH THIS STATION FROM THE U.S. HIGHWAY INTERCHANGE IN WEST
 BJ4614'HAMMOND, FOLLOW INTERSTATE 55 NORTH FOR 2.9 MILES TO THE STATION.
 BJ4614'
 BJ4614'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4614
 BJ4614                          STATION RECOVERY (1968)
 BJ4614
 BJ4614'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1968
 BJ4614'RECOVERED IN GOOD CONDITION.
 BJ4614
 BJ4614                          STATION RECOVERY (1992)
 BJ4614
 BJ4614'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ4614'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 2.9 MI (4.67 KM)
 BJ4614'FROM THE U.S. HIGHWAY 190 INTERCHANGE IN HAMMOND SET IN THE NORTHEAST
 BJ4614'CORNER OF THE STATE HIGHWAY 1064 OVERPASS ON INTERSTATE 55.
 BJ4614'TO REACH FROM THE US HIGHWAY INTERCHANGE IN WEST HAMMOND, FOLLOW
 BJ4614'INTERSTATE 55 NORTH FOR 2.9 MI (4.67 KM) TO THE HIGHWAY 1064 OVERPASS
 BJ4614'AND STATION.
 BJ4614'STATION IS MARKED BY A STANDARD BROONZE DISK STAMPED ---53E001--- SET
 BJ4614'IN THE CURB OF THE OVERPASS, 4.55 FT (1.39 M) SOUTHWEST OF A METAL
 BJ4614'WITNESS POST AND SIGN, AND 14.15 FT (4.31 M) NORTH OF THE CENTERLINE
 BJ4614'OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4616 ***********************************************************************
 BJ4616  DESIGNATION -  53E002 LDH 1967
 BJ4616  PID         -  BJ4616
 BJ4616  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4616  USGS QUAD   -  ALBANY (1974)
 BJ4616
 BJ4616                         *CURRENT SURVEY CONTROL
 BJ4616  ___________________________________________________________________
 BJ4616* NAD 83(1992)-  30 31 54.04637(N)    090 30 15.67737(W)     ADJUSTED  
 BJ4616* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 BJ4616  ___________________________________________________________________
 BJ4616  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4616  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ4616
 BJ4616  HORZ ORDER  -  SECOND
 BJ4616
 BJ4616.The horizontal coordinates were established by classical geodetic methods
 BJ4616.and adjusted by the National Geodetic Survey in January 1993..
 BJ4616
 BJ4616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4616
 BJ4616.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4616
 BJ4616.The geoid height was determined by GEOID03.
 BJ4616
 BJ4616;                    North         East     Units Scale Factor Converg.
 BJ4616;SPC LA S     -   225,490.998 1,079,552.048   MT  0.99996852   +0 24 52.2
 BJ4616;SPC LA S     -   739,798.38  3,541,830.34   sFT  0.99996852   +0 24 52.2
 BJ4616;UTM  15      - 3,380,352.354   739,442.686   MT  1.00030733   +1 16 06.3
 BJ4616
 BJ4616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4616!SPC LA S     -   1.00000175  x   0.99996852  =   0.99997027
 BJ4616!UTM  15      -   1.00000175  x   1.00030733  =   1.00030908
 BJ4616
 BJ4616:                Primary Azimuth Mark                     Grid Az
 BJ4616:SPC LA S     -  53 E 003                                 175 56 17.2
 BJ4616:UTM  15      -  53 E 003                                 175 05 03.1
 BJ4616
 BJ4616|---------------------------------------------------------------------|
 BJ4616| PID    Reference Object                     Distance      Geod. Az  |
 BJ4616|                                                           dddmmss.s |
 BJ4616| BJ4613 53 E 003                            APPROX. 1.4 KM 1762109.4 |
 BJ4616|---------------------------------------------------------------------|
 BJ4616
 BJ4616                          SUPERSEDED SURVEY CONTROL
 BJ4616
 BJ4616  NAD 83(1986)-  30 31 54.06259(N)    090 30 15.67484(W) AD(       ) 2
 BJ4616  NAD 27      -  30 31 53.37542(N)    090 30 15.35096(W) AD(       ) 2
 BJ4616  NGVD 29 (07/19/86)   15.9    (m)           52.     (f) VERT ANG       
 BJ4616
 BJ4616.Superseded values are not recommended for survey control.
 BJ4616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4616.See file dsdata.txt to determine how the superseded data were derived.
 BJ4616
 BJ4616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3944380352(NAD 83)
 BJ4616_MARKER: DD = SURVEY DISK
 BJ4616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4616+STABILITY: SURFACE MOTION
 BJ4616
 BJ4616  HISTORY     - Date     Condition        Report By
 BJ4616  HISTORY     - 1967     MONUMENTED       LADH
 BJ4616  HISTORY     - 1973     GOOD             NGS
 BJ4616
 BJ4616                          STATION DESCRIPTION
 BJ4616
 BJ4616'DESCRIBED BY LA DEPT OF HIGHWAYS 1967 (RT)
 BJ4616'THIS STATION IS LOCATED NORTH ALONG INTERSTATE 55, 1.90 MILES FROM
 BJ4616'THE U.S. HIGHWAY 190 INTERCHANGE ON INTERSTATE 55 IN WEST HAMMOND.
 BJ4616'THE STATION IS SET TO THE WEST OF INTERSTATE 55 NEAR THE RIGHT OF
 BJ4616'WAY FENCE, 1.75 FEET WEST OF A METAL WITNESS POST AND SIGN, 2.30
 BJ4616'FEET EAST OF THE RIGHT OF WAY FENCE, 7.70 FEET SOUTHEAST OF A 8 INCH
 BJ4616'LIVE OAK TREE, AND 103.0 FEET WEST OF THE CENTERLINE OF THE SOUTH
 BJ4616'BOUND LANE OF INTERSTATE 55.
 BJ4616'
 BJ4616'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4616'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 BJ4616'GROUND.  STATION IS STAMPED 53E002.
 BJ4616'
 BJ4616'TO REACH THIS STATION FROM THE U.S. HIGHWAY 190 INTERCHANGE ON
 BJ4616'INTERSTATE 55 IN WEST HAMMOND, FOLLOW INTERSTATE 55 NORTH FOR 1.90
 BJ4616'MILES TO THE STATION WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BJ4616'
 BJ4616'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4616
 BJ4616                          STATION RECOVERY (1973)
 BJ4616
 BJ4616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ4616'THE STATION WAS VISITED 11/21/73 AND THE STATION MARK WAS FOUND IN
 BJ4616'GOOD CONDITION.
 BJ4616'
 BJ4616'THE STATION IS LOCATED 3 MILES NORTHWEST OF DOWNTOWN HAMMOND, AND 3
 BJ4616'MILES SOUTHEAST OF TICKFAW, IN THE NORTHEAST QUARTER OF SECTION 16,
 BJ4616'T6S, R7E.  IT IS 103 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 BJ4616'LANE OF INTERSTATE 55, 8 FEET SOUTHEAST OF AN 8-INCH LIVE OAK
 BJ4616'TREE, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF A
 BJ4616'METAL WITNESS POST AND SIGN.
 BJ4616'
 BJ4616'IT IS A STANDARD TRIANGULATION DISK, STAMPED 53E002 PROJECTING 4
 BJ4616'INCHES.
 BJ4616'
 BJ4616'TO REACH THE STATION FROM THE U.S. HIGHWAY 190 INTERCHANGE ON
 BJ4616'INTERSTATE 55 IN WEST HAMMOND, FOLLOW INTERSTATE 55 NORTH FOR 1.9
 BJ4616'MILES TO THE STATION, WHICH IS SET TO THE WEST OF THE HIGHWAY.
 BJ4616'
 BJ4616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHWEST
 BJ4616'HAMMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4615 ***********************************************************************
 BJ4615  DESIGNATION -  53E004
 BJ4615  PID         -  BJ4615
 BJ4615  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4615  USGS QUAD   -  ALBANY (1974)
 BJ4615
 BJ4615                         *CURRENT SURVEY CONTROL
 BJ4615  ___________________________________________________________________
 BJ4615* NAD 83(1992)-  30 30 20.12982(N)    090 30 13.81347(W)     ADJUSTED  
 BJ4615* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 BJ4615  ___________________________________________________________________
 BJ4615  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ4615  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ4615
 BJ4615  HORZ ORDER  -  SECOND
 BJ4615
 BJ4615.The horizontal coordinates were established by classical geodetic methods
 BJ4615.and adjusted by the National Geodetic Survey in January 1993..
 BJ4615
 BJ4615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4615
 BJ4615.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4615
 BJ4615.The geoid height was determined by GEOID03.
 BJ4615
 BJ4615;                    North         East     Units Scale Factor Converg.
 BJ4615;SPC LA S     -   222,599.390 1,079,622.667   MT  0.99996442   +0 24 53.1
 BJ4615;SPC LA S     -   730,311.50  3,542,062.03   sFT  0.99996442   +0 24 53.1
 BJ4615;UTM  15      - 3,377,461.133   739,556.406   MT  1.00030801   +1 16 03.8
 BJ4615
 BJ4615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4615!SPC LA S     -   1.00000090  x   0.99996442  =   0.99996532
 BJ4615!UTM  15      -   1.00000090  x   1.00030801  =   1.00030891
 BJ4615
 BJ4615:                Primary Azimuth Mark                     Grid Az
 BJ4615:SPC LA S     -  53 E 003                                 001 04 58.2
 BJ4615:UTM  15      -  53 E 003                                 000 13 47.5
 BJ4615
 BJ4615|---------------------------------------------------------------------|
 BJ4615| PID    Reference Object                     Distance      Geod. Az  |
 BJ4615|                                                           dddmmss.s |
 BJ4615| BJ4613 53 E 003                            APPROX. 1.5 KM 0012951.3 |
 BJ4615|---------------------------------------------------------------------|
 BJ4615
 BJ4615                          SUPERSEDED SURVEY CONTROL
 BJ4615
 BJ4615  NAD 83(1986)-  30 30 20.14625(N)    090 30 13.81115(W) AD(       ) 2
 BJ4615  NAD 27      -  30 30 19.45723(N)    090 30 13.48930(W) AD(       ) 2
 BJ4615  NGVD 29 (07/19/86)   21.3    (m)           70.     (f) VERT ANG       
 BJ4615
 BJ4615.Superseded values are not recommended for survey control.
 BJ4615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4615.See file dsdata.txt to determine how the superseded data were derived.
 BJ4615
 BJ4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3955677461(NAD 83)
 BJ4615_MARKER: Z = SEE DESCRIPTION
 BJ4615_SETTING: 0 = UNSPECIFIED SETTING
 BJ4615
 BJ4615  HISTORY     - Date     Condition        Report By
 BJ4615  HISTORY     - 1968     MONUMENTED       LADH
 BJ4615
 BJ4615                          STATION DESCRIPTION
 BJ4615
 BJ4615'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4615'THIS STATION IS LOCATED IN WEST HAMMOND, 0.3 MILE NORTH ALONG
 BJ4615'INTERSTATE 55 FROM THE U.S. HIGHWAY 190 INTERCHANGE ON INTERSTATE
 BJ4615'55.  THE STATION IS SET IN THE ROADWAY OF THE OVERPASS (OVER THE
 BJ4615'ILLINOIS CENTRAL RAILROAD) ON THE SOUTH BOUND LANE OF INTERSTATE
 BJ4615'55, 80.54 FEET SOUTH OF THE NORTH END OF THE OVERPASS AND 86.74 FEET
 BJ4615'NORTH OF THE SOUTH END OF THE OVERPASS ON THE WEST SIDE.  THE
 BJ4615'STATION IS A 2 INCH X 6 INCH BRASS PLATE SET FLUSH WITH THE ROADWAY
 BJ4615'AND STAMPED 53E004.
 BJ4615'
 BJ4615'TO REACH THIS STATION FROM THE U.S. HIGHWAY 190 INTERCHANGE ON
 BJ4615'INTERSTATE 55 IN WEST HAMMOND, FOLLOW INTERSTATE 55 NORTH FOR 0.3
 BJ4615'MILE TO THE OVERPASS OVER THE ILLINOIS CENTRAL RAILROAD TO BATON
 BJ4615'ROUGE.  THE STATION IS SET IN THE SOUTH BOUND OVERPASS.
 BJ4615'
 BJ4615'REFERENCE MARK NO. 1 IS SET IN THE NORTHWEST CORNER OF THE OVERPASS
 BJ4615'ON THE SOUTH BOUND LANE OF INTERSTATE 55, IN THE ABUTMENT, 3.0 FEET
 BJ4615'EAST OF THE CURB, 80.54 FEET NORTH OF STATION 53E004.
 BJ4615'
 BJ4615'REFERENCE MARK NO. 2 IS SET IN THE SOUTHWEST CORNER, OF THE OVERPASS
 BJ4615'ON THE SOUTH BOUND LANE OF INTERSTATE 55, IN THE ABUTMENT, 3 FEET
 BJ4615'EAST OF THE CURB, 86.74 FEET SOUTH OF STATION 53E004.
 BJ4615'
 BJ4615'THIS STATION SHOULD BE RE-ESTABLISHED EACH TIME IT IS USED.  THE
 BJ4615'STATION IS LOCATED ON A STRAIGHT LINE BETWEEN REFERENCE MARK NO. 1
 BJ4615'AND REFERENCE MARK NO. 2 AND IN ACCORDANCE WITH THE DISTANCES SHOWN
 BJ4615'FOR REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4622 ***********************************************************************
 BJ4622  DESIGNATION -  53E005 LDH 1968
 BJ4622  PID         -  BJ4622
 BJ4622  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4622  USGS QUAD   -  ALBANY (1974)
 BJ4622
 BJ4622                         *CURRENT SURVEY CONTROL
 BJ4622  ___________________________________________________________________
 BJ4622* NAD 83(1992)-  30 30 19.86340(N)    090 30 59.12552(W)     ADJUSTED  
 BJ4622* NAVD 88     -        13.0    (meters)      43.     (feet)  VERTCON   
 BJ4622  ___________________________________________________________________
 BJ4622  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4622  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ4622
 BJ4622  HORZ ORDER  -  SECOND
 BJ4622
 BJ4622.The horizontal coordinates were established by classical geodetic methods
 BJ4622.and adjusted by the National Geodetic Survey in January 1993..
 BJ4622
 BJ4622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4622
 BJ4622.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4622
 BJ4622.The geoid height was determined by GEOID03.
 BJ4622
 BJ4622;                    North         East     Units Scale Factor Converg.
 BJ4622;SPC LA S     -   222,582.507 1,078,414.561   MT  0.99996441   +0 24 30.5
 BJ4622;SPC LA S     -   730,256.11  3,538,098.44   sFT  0.99996441   +0 24 30.5
 BJ4622;UTM  15      - 3,377,426.257   738,348.275   MT  1.00030089   +1 15 40.7
 BJ4622
 BJ4622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4622!SPC LA S     -   1.00000220  x   0.99996441  =   0.99996661
 BJ4622!UTM  15      -   1.00000220  x   1.00030089  =   1.00030309
 BJ4622
 BJ4622:                Primary Azimuth Mark                     Grid Az
 BJ4622:SPC LA S     -  53E006 LDH 1968                          268 54 09.2
 BJ4622:UTM  15      -  53E006 LDH 1968                          268 02 59.0
 BJ4622
 BJ4622|---------------------------------------------------------------------|
 BJ4622| PID    Reference Object                     Distance      Geod. Az  |
 BJ4622|                                                           dddmmss.s |
 BJ4622| BJ4624 53E006 LDH 1968                     APPROX. 1.6 KM 2691839.7 |
 BJ4622|---------------------------------------------------------------------|
 BJ4622
 BJ4622                          SUPERSEDED SURVEY CONTROL
 BJ4622
 BJ4622  NAD 83(1986)-  30 30 19.87994(N)    090 30 59.12319(W) AD(       ) 2
 BJ4622  NAD 27      -  30 30 19.19135(N)    090 30 58.79910(W) AD(       ) 2
 BJ4622  NGVD 29 (07/19/86)   13.0    (m)           43.     (f) VERT ANG       
 BJ4622
 BJ4622.Superseded values are not recommended for survey control.
 BJ4622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4622.See file dsdata.txt to determine how the superseded data were derived.
 BJ4622
 BJ4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3834877426(NAD 83)
 BJ4622_MARKER: DD = SURVEY DISK
 BJ4622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4622+STABILITY: SURFACE MOTION
 BJ4622
 BJ4622  HISTORY     - Date     Condition        Report By
 BJ4622  HISTORY     - 1968     MONUMENTED       LADH
 BJ4622
 BJ4622                          STATION DESCRIPTION
 BJ4622
 BJ4622'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4622'THIS STATION IS LOCATED WEST ALONG THE ILLINOIS CENTRAL RAILROAD TO
 BJ4622'BATON ROUGE, 0.9 MILES FROM THE U.S. HIGHWAY 190 AND INTERSTATE 55
 BJ4622'INTERCHANGE IN WEST HAMMOND.  THE STATION IS SET NORTH OF THE
 BJ4622'RAILROAD AT A CROSSING NEAR A LOUISIANA POWER AND LIGHT SUB-STATION,
 BJ4622'52.0 FEET SOUTHEAST OF A RAILROAD CROSSING SIGN ON THE NORTH SIDE OF
 BJ4622'THE TRACK, 48.80 FEET NORTHEAST OF A RAILROAD CROSSING SIGN ON THE
 BJ4622'SOUTH SIDE OF THE TRACK.  2.00 FEET SOUTH OF A METAL WITNESS POST
 BJ4622'AND SIGN, 4.90 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 22.80
 BJ4622'FEET NORTHWEST OF A SIGNAL POST SOUTH OF THE TRACK, AND 26.30 FEET
 BJ4622'EAST OF THE CENTERLINE OF A BLACKTOP ROAD CROSSING THE RAILROAD.
 BJ4622'
 BJ4622'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4622'CONCRETE POST THAT IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4622'STATION IS STAMPED 53E005.
 BJ4622'
 BJ4622'TO REACH THIS STATION FROM THE U.S. HIGHWAY 190 INTERCHANGE ON
 BJ4622'INTERSTATE 55 IN WEST HAMMOND, FOLLOW U.S. HIGHWAY 190 WEST FOR 0.9
 BJ4622'MILES TO A BLACKTOP ROAD LEADING NORTH, FOLLOW THIS ROAD ABOUT 400
 BJ4622'FEET TO THE RAILROAD CROSSING.  THE STATION IS SET IN THE
 BJ4622'NORTHEAST QUADRANT OF THE CROSSING.
 BJ4622'
 BJ4622'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4624 ***********************************************************************
 BJ4624  DESIGNATION -  53E006 LDH 1968
 BJ4624  PID         -  BJ4624
 BJ4624  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4624  USGS QUAD   -  ALBANY (1974)
 BJ4624
 BJ4624                         *CURRENT SURVEY CONTROL
 BJ4624  ___________________________________________________________________
 BJ4624* NAD 83(1992)-  30 30 19.22265(N)    090 32 00.27715(W)     ADJUSTED  
 BJ4624* NAVD 88     -        12.6    (meters)      41.     (feet)  VERTCON   
 BJ4624  ___________________________________________________________________
 BJ4624  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ4624  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ4624
 BJ4624  HORZ ORDER  -  SECOND
 BJ4624
 BJ4624.The horizontal coordinates were established by classical geodetic methods
 BJ4624.and adjusted by the National Geodetic Survey in January 1993..
 BJ4624
 BJ4624.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4624
 BJ4624.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4624
 BJ4624.The geoid height was determined by GEOID03.
 BJ4624
 BJ4624;                    North         East     Units Scale Factor Converg.
 BJ4624;SPC LA S     -   222,551.273 1,076,784.198   MT  0.99996438   +0 23 59.9
 BJ4624;SPC LA S     -   730,153.63  3,532,749.49   sFT  0.99996438   +0 23 59.9
 BJ4624;UTM  15      - 3,377,370.743   736,718.016   MT  1.00029133   +1 15 09.6
 BJ4624
 BJ4624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4624!SPC LA S     -   1.00000226  x   0.99996438  =   0.99996664
 BJ4624!UTM  15      -   1.00000226  x   1.00029133  =   1.00029360
 BJ4624
 BJ4624:                Primary Azimuth Mark                     Grid Az
 BJ4624:SPC LA S     -  53E007 LDH 1968                          269 12 42.4
 BJ4624:UTM  15      -  53E007 LDH 1968                          268 21 32.7
 BJ4624
 BJ4624|---------------------------------------------------------------------|
 BJ4624| PID    Reference Object                     Distance      Geod. Az  |
 BJ4624|                                                           dddmmss.s |
 BJ4624| BJ4625 53E007 LDH 1968                     APPROX. 1.6 KM 2693642.3 |
 BJ4624|---------------------------------------------------------------------|
 BJ4624
 BJ4624                          SUPERSEDED SURVEY CONTROL
 BJ4624
 BJ4624  NAD 83(1986)-  30 30 19.23937(N)    090 32 00.27480(W) AD(       ) 2
 BJ4624  NAD 27      -  30 30 18.55138(N)    090 31 59.94915(W) AD(       ) 2
 BJ4624  NGVD 29 (07/19/86)   12.6    (m)           41.     (f) VERT ANG       
 BJ4624
 BJ4624.Superseded values are not recommended for survey control.
 BJ4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4624.See file dsdata.txt to determine how the superseded data were derived.
 BJ4624
 BJ4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3671877371(NAD 83)
 BJ4624_MARKER: DD = SURVEY DISK
 BJ4624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4624+STABILITY: SURFACE MOTION
 BJ4624
 BJ4624  HISTORY     - Date     Condition        Report By
 BJ4624  HISTORY     - 1968     MONUMENTED       LADH
 BJ4624
 BJ4624                          STATION DESCRIPTION
 BJ4624
 BJ4624'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4624'THIS STATION IS LOCATED WEST ALONG THE ILLINOIS CENTRAL RAILROAD TO
 BJ4624'BATON ROUGE, 1.80 MILES FROM THE U.S. HIGHWAY 190 AND INTERSTATE 55
 BJ4624'INTERCHANGE IN WEST HAMMOND.  THE STATION IS SET TO THE SOUTH OF
 BJ4624'THE TRACK AT A CROSSING IN THE TOWN OF BAPTIST, 1.90 FEET NORTH OF
 BJ4624'A METAL WITNESS POST AND SIGN, 4.50 FEET SOUTH OF THE SOUTH RAIL OF
 BJ4624'THE RAILROAD, 14 FEET EAST OF THE CENTERLINE OF THE BLACKTOP
 BJ4624'ROAD AT THE CROSSING, 40.0 FEET NORTH OF A RAILROAD CROSSING SIGN
 BJ4624'ON THE NORTH SIDE OF THE TRACK.
 BJ4624'
 BJ4624'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4624'CONCRETE POST THAT IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4624'STATION IS STAMPED 53E006.
 BJ4624'
 BJ4624'TO REACH THIS STATION FROM THE U.S. HIGHWAY 190 AND INTERSTATE 55
 BJ4624'INTERCHANGE IN WEST HAMMOND, FOLLOW U.S. HIGHWAY 190 WEST FOR 1.80
 BJ4624'MILES TO A BLACKTOP ROAD LEADING NORTH IN BAPTIST, FOLLOW THE
 BJ4624'BLACKTOP ROAD NORTH TO THE RAILROAD CROSSING.  THE STATION IS SET IN
 BJ4624'THE SOUTHEAST QUADRANT OF THE CROSSING.
 BJ4624'
 BJ4624'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4625 ***********************************************************************
 BJ4625  DESIGNATION -  53E007 LDH 1968
 BJ4625  PID         -  BJ4625
 BJ4625  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4625  USGS QUAD   -  ALBANY (1974)
 BJ4625
 BJ4625                         *CURRENT SURVEY CONTROL
 BJ4625  ___________________________________________________________________
 BJ4625* NAD 83(1992)-  30 30 18.86321(N)    090 33 00.86942(W)     ADJUSTED  
 BJ4625* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 BJ4625  ___________________________________________________________________
 BJ4625  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ4625  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ4625
 BJ4625  HORZ ORDER  -  SECOND
 BJ4625
 BJ4625.The horizontal coordinates were established by classical geodetic methods
 BJ4625.and adjusted by the National Geodetic Survey in January 1993..
 BJ4625
 BJ4625.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4625
 BJ4625.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4625
 BJ4625.The geoid height was determined by GEOID03.
 BJ4625
 BJ4625;                    North         East     Units Scale Factor Converg.
 BJ4625;SPC LA S     -   222,529.045 1,075,168.682   MT  0.99996437   +0 23 29.6
 BJ4625;SPC LA S     -   730,080.71  3,527,449.25   sFT  0.99996437   +0 23 29.6
 BJ4625;UTM  15      - 3,377,324.463   735,102.490   MT  1.00028192   +1 14 38.8
 BJ4625
 BJ4625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4625!SPC LA S     -   1.00000245  x   0.99996437  =   0.99996682
 BJ4625!UTM  15      -   1.00000245  x   1.00028192  =   1.00028437
 BJ4625
 BJ4625:                Primary Azimuth Mark                     Grid Az
 BJ4625:SPC LA S     -  53E008 LDH 1968                          268 55 48.0
 BJ4625:UTM  15      -  53E008 LDH 1968                          268 04 38.8
 BJ4625
 BJ4625|---------------------------------------------------------------------|
 BJ4625| PID    Reference Object                     Distance      Geod. Az  |
 BJ4625|                                                           dddmmss.s |
 BJ4625| BJ4626 53E008 LDH 1968                     APPROX. 2.0 KM 2691917.6 |
 BJ4625|---------------------------------------------------------------------|
 BJ4625
 BJ4625                          SUPERSEDED SURVEY CONTROL
 BJ4625
 BJ4625  NAD 83(1986)-  30 30 18.88013(N)    090 33 00.86705(W) AD(       ) 2
 BJ4625  NAD 27      -  30 30 18.19276(N)    090 33 00.53986(W) AD(       ) 2
 BJ4625  NGVD 29 (07/19/86)   11.4    (m)           37.     (f) VERT ANG       
 BJ4625
 BJ4625.Superseded values are not recommended for survey control.
 BJ4625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4625.See file dsdata.txt to determine how the superseded data were derived.
 BJ4625
 BJ4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3510277324(NAD 83)
 BJ4625_MARKER: DD = SURVEY DISK
 BJ4625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4625+STABILITY: SURFACE MOTION
 BJ4625
 BJ4625  HISTORY     - Date     Condition        Report By
 BJ4625  HISTORY     - 1968     MONUMENTED       LADH
 BJ4625
 BJ4625                          STATION DESCRIPTION
 BJ4625
 BJ4625'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4625'THIS STATION IS LOCATED WEST ALONG THE ILLINOIS CENTRAL RAILROAD TO
 BJ4625'BATON ROUGE, 2.70 MILES FROM THE U.S. HIGHWAY 190 AND INTERSTATE 55
 BJ4625'INTERCHANGE IN WEST HAMMOND.  THE STATION IS SET TO THE NORTH OF
 BJ4625'THE RAILROAD AND WEST OF THE CENTERLINE OF A BLACKTOP ROAD CROSSING
 BJ4625'THE RAILROAD, 1.95 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 BJ4625'5.00 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 49.70 FEET
 BJ4625'SOUTHWEST OF A RAILROAD CROSSING SIGN, 17.80 FEET WEST OF THE
 BJ4625'BASE OF THE SIDING SWITCH NORTH OF THE MAIN LINE, 46.0 FEET WEST
 BJ4625'OF THE CENTERLINE OF THE BLACKTOP ROAD AT THE CROSSING, AND 41.60
 BJ4625'FEET NORTHWEST OF TELEPHONE POLE NO. 1629.
 BJ4625'
 BJ4625'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4625'CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4625'STATION IS STAMPED 53E007.
 BJ4625'
 BJ4625'TO REACH THIS STATION FROM THE U.S. HIGHWAY 190 AND INTERSTATE 55
 BJ4625'INTERCHANGE IN WEST HAMMOND, FOLLOW U.S. HIGHWAY 190 WEST FOR 2.70
 BJ4625'MILES TO A BLACKTOP ROAD LEADING NORTH TO THE RAILROAD CROSSING.
 BJ4625'THE STATION IS SET IN THE NORTHWEST QUADRANT OF THE CROSSING.
 BJ4625'
 BJ4625'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4626 ***********************************************************************
 BJ4626  DESIGNATION -  53E008 LDH 1968
 BJ4626  PID         -  BJ4626
 BJ4626  STATE/COUNTY-  LA/LIVINGSTON
 BJ4626  USGS QUAD   -  ALBANY (1974)
 BJ4626
 BJ4626                         *CURRENT SURVEY CONTROL
 BJ4626  ___________________________________________________________________
 BJ4626* NAD 83(1992)-  30 30 18.09097(N)    090 34 15.60370(W)     ADJUSTED  
 BJ4626* NAVD 88     -        12.0    (meters)      39.     (feet)  VERTCON   
 BJ4626  ___________________________________________________________________
 BJ4626  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4626  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ4626
 BJ4626  HORZ ORDER  -  SECOND
 BJ4626
 BJ4626.The horizontal coordinates were established by classical geodetic methods
 BJ4626.and adjusted by the National Geodetic Survey in January 1993..
 BJ4626
 BJ4626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4626
 BJ4626.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4626
 BJ4626.The geoid height was determined by GEOID03.
 BJ4626
 BJ4626;                    North         East     Units Scale Factor Converg.
 BJ4626;SPC LA S     -   222,491.828 1,073,176.171   MT  0.99996433   +0 22 52.2
 BJ4626;SPC LA S     -   729,958.61  3,520,912.15   sFT  0.99996433   +0 22 52.2
 BJ4626;UTM  15      - 3,377,257.585   733,110.132   MT  1.00027041   +1 14 00.8
 BJ4626
 BJ4626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4626!SPC LA S     -   1.00000236  x   0.99996433  =   0.99996669
 BJ4626!UTM  15      -   1.00000236  x   1.00027041  =   1.00027277
 BJ4626
 BJ4626:                Primary Azimuth Mark                     Grid Az
 BJ4626:SPC LA S     -  53E009 LDH 1968                          269 17 00.1
 BJ4626:UTM  15      -  53E009 LDH 1968                          268 25 51.5
 BJ4626
 BJ4626|---------------------------------------------------------------------|
 BJ4626| PID    Reference Object                     Distance      Geod. Az  |
 BJ4626|                                                           dddmmss.s |
 BJ4626| BJ4629 53E009 LDH 1968                     APPROX. 1.1 KM 2693952.3 |
 BJ4626|---------------------------------------------------------------------|
 BJ4626
 BJ4626                          SUPERSEDED SURVEY CONTROL
 BJ4626
 BJ4626  NAD 83(1986)-  30 30 18.10815(N)    090 34 15.60131(W) AD(       ) 2
 BJ4626  NAD 27      -  30 30 17.42147(N)    090 34 15.27216(W) AD(       ) 2
 BJ4626  NGVD 29 (07/19/86)   12.0    (m)           39.     (f) VERT ANG       
 BJ4626
 BJ4626.Superseded values are not recommended for survey control.
 BJ4626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4626.See file dsdata.txt to determine how the superseded data were derived.
 BJ4626
 BJ4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3311077258(NAD 83)
 BJ4626_MARKER: DD = SURVEY DISK
 BJ4626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4626+STABILITY: SURFACE MOTION
 BJ4626
 BJ4626  HISTORY     - Date     Condition        Report By
 BJ4626  HISTORY     - 1968     MONUMENTED       LADH
 BJ4626
 BJ4626                          STATION DESCRIPTION
 BJ4626
 BJ4626'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4626'THIS STATION IS LOCATED WEST ALONG THE ILLINOIS CENTRAL RAILROAD TO
 BJ4626'BATON ROUGE, 3.81 MILES FROM THE U.S. HIGHWAY 190 AND INTERSTATE 55
 BJ4626'INTERCHANGE IN WEST HAMMOND.  THE STATION IS SET IN THE SOUTHEAST
 BJ4626'QUADRANT OF THE RAILROAD CROSSING, 2.05 FEET NORTH OF A METAL
 BJ4626'WITNESS POST AND SIGN, 43.0 FEET NORTH OF A RAILROAD CROSSING SIGN,
 BJ4626'SOUTH OF THE RAILROAD, 4.90 FEET SOUTH OF THE SOUTH RAIL OF THE
 BJ4626'RAILROAD, 16.80 FEET EAST OF THE CENTERLINE OF THE BLACKTOP ROAD AT
 BJ4626'THE CROSSING, 64.0 FEET SOUTHEAST OF A RAILROAD CROSSING SIGN NORTH
 BJ4626'OF THE RAILROAD, AND 20.55 FEET NORTHWEST OF TELEPHONE POLE NO. 167
 BJ4626'1/2.
 BJ4626'
 BJ4626'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4626'CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4626'STATION IS STAMPED 53E008.
 BJ4626'
 BJ4626'TO REACH THIS STATION FROM THE U.S. HIGHWAY 190 AND INTERSTATE 55
 BJ4626'INTERCHANGE IN WEST HAMMOND, FOLLOW U.S. HIGHWAY 190 WEST FOR 3.81
 BJ4626'MILES TO A BLACKTOP ROAD LEADING TO THE NORTH, THENCE NORTH ALONG
 BJ4626'THE BLACKTOP ROAD TO THE RAILROAD CROSSING.  THE STATION IS SET TO
 BJ4626'THE EAST OF THE ROAD AND SOUTH OF THE TRACK.
 BJ4626'
 BJ4626'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4629 ***********************************************************************
 BJ4629  DESIGNATION -  53E009 LDH 1968
 BJ4629  PID         -  BJ4629
 BJ4629  STATE/COUNTY-  LA/LIVINGSTON
 BJ4629  USGS QUAD   -  ALBANY (1974)
 BJ4629
 BJ4629                         *CURRENT SURVEY CONTROL
 BJ4629  ___________________________________________________________________
 BJ4629* NAD 83(1992)-  30 30 17.87937(N)    090 34 56.98075(W)     ADJUSTED  
 BJ4629* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 BJ4629  ___________________________________________________________________
 BJ4629  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4629  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ4629
 BJ4629  HORZ ORDER  -  SECOND
 BJ4629
 BJ4629.The horizontal coordinates were established by classical geodetic methods
 BJ4629.and adjusted by the National Geodetic Survey in January 1993..
 BJ4629
 BJ4629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4629
 BJ4629.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4629
 BJ4629.The geoid height was determined by GEOID03.
 BJ4629
 BJ4629;                    North         East     Units Scale Factor Converg.
 BJ4629;SPC LA S     -   222,478.028 1,072,072.958   MT  0.99996432   +0 22 31.5
 BJ4629;SPC LA S     -   729,913.33  3,517,292.70   sFT  0.99996432   +0 22 31.5
 BJ4629;UTM  15      - 3,377,227.366   732,006.913   MT  1.00026408   +1 13 39.7
 BJ4629
 BJ4629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4629!SPC LA S     -   1.00000222  x   0.99996432  =   0.99996654
 BJ4629!UTM  15      -   1.00000222  x   1.00026408  =   1.00026630
 BJ4629
 BJ4629|---------------------------------------------------------------------|
 BJ4629| PID    Reference Object                     Distance      Geod. Az  |
 BJ4629|                                                           dddmmss.s |
 BJ4629| BJ4627 FUNSTON ECC RM 1 1970                41.063 METERS 07906     |
 BJ4629| BJ4626 53E008 LDH 1968                     APPROX. 1.1 KM 0893931.3 |
 BJ4629| BJ4628 FUNSTON ECC AZ MK RESET             APPROX. 0.6 KM 3583403.6 |
 BJ4629| BJ4611 FUNSTON ECC                           8.356 METERS 35929     |
 BJ4629|---------------------------------------------------------------------|
 BJ4629
 BJ4629                          SUPERSEDED SURVEY CONTROL
 BJ4629
 BJ4629  NAD 83(1986)-  30 30 17.89669(N)    090 34 56.97835(W) AD(       ) 2
 BJ4629  NAD 27      -  30 30 17.21035(N)    090 34 56.64823(W) AD(       ) 2
 BJ4629  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 BJ4629
 BJ4629.Superseded values are not recommended for survey control.
 BJ4629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4629.See file dsdata.txt to determine how the superseded data were derived.
 BJ4629
 BJ4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3200777227(NAD 83)
 BJ4629_MARKER: DD = SURVEY DISK
 BJ4629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4629+STABILITY: SURFACE MOTION
 BJ4629
 BJ4629  HISTORY     - Date     Condition        Report By
 BJ4629  HISTORY     - 1968     MONUMENTED       LADH
 BJ4629
 BJ4629                          STATION DESCRIPTION
 BJ4629
 BJ4629'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4629'THIS STATION IS LOCATED WEST ALONG THE ILLINOIS CENTRAL RAILROAD,
 BJ4629'4.70 MILES FROM THE RAILROAD OVERPASS ON INTERSTATE 55, JUST WEST OF
 BJ4629'HAMMOND.  THE STATION IS SET TO THE NORTH OF TRACK NEAR ITS
 BJ4629'CROSSING WITH STATE HIGHWAY 43 IN ALBANY, 2.44 FEET SOUTH OF A
 BJ4629'METAL WITNESS POST AND SIGN, 4.25 FEET NORTH OF THE NORTH RAIL ON
 BJ4629'THE MAIN LINE OF THE ILLINOIS CENTRAL RAILROAD, 44.0 FEET EAST OF
 BJ4629'THE CENTERLINE OF STATE HIGHWAY 43, 25.70 FEET SOUTH OF THE SOUTH
 BJ4629'RAIL OF A RAILROAD SIDING, AND 27.75 FEET SOUTH OF STATION
 BJ4629'FUNSTON ECC. 134.60 FEET SOUTHWEST OF REFERENCE MARK NO. 1 TO
 BJ4629'STATION FUNSTON ECC.
 BJ4629'
 BJ4629'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4629'CONCRETE POST, 6 INCHES BELOW THE SURFACE OF THE GROUND.  STATION IS
 BJ4629'STAMPED 53E009.
 BJ4629'
 BJ4629'TO REACH THIS STATION FROM THE U.S. HIGHWAY 190 AND INTERSTATE 55
 BJ4629'INTERCHANGE IN WEST HAMMOND FOLLOW U.S. HIGHWAY 190 WEST FOR 4.70
 BJ4629'MILES TO ITS INTERSECTION WITH STATE HIGHWAY 43 IN ALBANY.  THENCE
 BJ4629'FOLLOW STATE HIGHWAY 43 NORTH TO A RAILROAD CROSSING AND THE
 BJ4629'STATION WHICH IS SET IN THE NORTHEAST QUADRANT OF THE CROSSING
 BJ4629'BETWEEN THE MAIN LINE OF THE RAILROAD AND THE RAILROAD SIDING.
 BJ4629'
 BJ4629'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4185 ***********************************************************************
 BJ4185  DESIGNATION -  53F001 LDH 1968
 BJ4185  PID         -  BJ4185
 BJ4185  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4185  USGS QUAD   -  HAMMOND (1994)
 BJ4185
 BJ4185                         *CURRENT SURVEY CONTROL
 BJ4185  ___________________________________________________________________
 BJ4185* NAD 83(1992)-  30 30 21.04860(N)    090 28 17.30737(W)     ADJUSTED  
 BJ4185* NAVD 88     -        11.6    (meters)      38.     (feet)  VERTCON   
 BJ4185  ___________________________________________________________________
 BJ4185  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ4185  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ4185
 BJ4185  HORZ ORDER  -  SECOND
 BJ4185
 BJ4185.The horizontal coordinates were established by classical geodetic methods
 BJ4185.and adjusted by the National Geodetic Survey in January 1993..
 BJ4185
 BJ4185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4185
 BJ4185.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4185
 BJ4185.The geoid height was determined by GEOID03.
 BJ4185
 BJ4185;                    North         East     Units Scale Factor Converg.
 BJ4185;SPC LA S     -   222,650.608 1,082,728.876   MT  0.99996446   +0 25 51.4
 BJ4185;SPC LA S     -   730,479.54  3,552,252.99   sFT  0.99996446   +0 25 51.4
 BJ4185;UTM  15      - 3,377,558.627   742,662.604   MT  1.00032649   +1 17 03.0
 BJ4185
 BJ4185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4185!SPC LA S     -   1.00000242  x   0.99996446  =   0.99996688
 BJ4185!UTM  15      -   1.00000242  x   1.00032649  =   1.00032891
 BJ4185
 BJ4185:                Primary Azimuth Mark                     Grid Az
 BJ4185:SPC LA S     -  53F002 LDH 1968                          075 10 40.9
 BJ4185:UTM  15      -  53F002 LDH 1968                          074 19 29.3
 BJ4185
 BJ4185|---------------------------------------------------------------------|
 BJ4185| PID    Reference Object                     Distance      Geod. Az  |
 BJ4185|                                                           dddmmss.s |
 BJ4185| BJ4182 53F002 LDH 1968                     APPROX. 0.6 KM 0753632.3 |
 BJ4185|---------------------------------------------------------------------|
 BJ4185
 BJ4185                          SUPERSEDED SURVEY CONTROL
 BJ4185
 BJ4185  NAD 83(1986)-  30 30 21.06490(N)    090 28 17.30513(W) AD(       ) 2
 BJ4185  NAD 27      -  30 30 20.37567(N)    090 28 16.98660(W) AD(       ) 2
 BJ4185  NGVD 29 (07/19/86)   11.6    (m)           38.     (f) VERT ANG       
 BJ4185
 BJ4185.Superseded values are not recommended for survey control.
 BJ4185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4185.See file dsdata.txt to determine how the superseded data were derived.
 BJ4185
 BJ4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4266377559(NAD 83)
 BJ4185_MARKER: DD = SURVEY DISK
 BJ4185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4185+STABILITY: SURFACE MOTION
 BJ4185
 BJ4185  HISTORY     - Date     Condition        Report By
 BJ4185  HISTORY     - 1968     MONUMENTED       LADH
 BJ4185
 BJ4185                          STATION DESCRIPTION
 BJ4185
 BJ4185'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4185'THIS STATION IS LOCATED JUST NORTH OF THE INTERSECTION OF CHURCH
 BJ4185'STREET AND BLACKBURN STREET NEAR THE RAILROAD.  THE STATION IS SET
 BJ4185'TO THE SOUTH OF THE RAILROAD, 1.70 FEET SOUTH OF A METAL WITNESS
 BJ4185'POST AND SIGN, 12.50 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 83.0
 BJ4185'FEET SOUTHEAST OF MILE POST NO. 43, 36.0 FEET SOUTHWEST OF
 BJ4185'TELEPHONE POLE NO. 1446, AND 83.0 FEET WEST OF A SEWER COVER.
 BJ4185'
 BJ4185'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4185'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BJ4185'THE GROUND.  STATION IS STAMPED 53F001.
 BJ4185'
 BJ4185'TO REACH THIS STATION FROM THE INTERSECTION OF US HIGHWAY 51 AND
 BJ4185'BLACKBURN STREET IN WEST HAMMOND FOLLOW BLACKBURN STREET 0.78 MILE
 BJ4185'TO ITS INTERSECTION WITH CHURCH STREET.  STATION IS SET ABOUT 250
 BJ4185'FEET TO THE NORTH OF THE INTERSECTION NEAR THE RAILROAD.
 BJ4185'
 BJ4185'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4182 ***********************************************************************
 BJ4182  DESIGNATION -  53F002 LDH 1968
 BJ4182  PID         -  BJ4182
 BJ4182  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4182  USGS QUAD   -  HAMMOND (1994)
 BJ4182
 BJ4182                         *CURRENT SURVEY CONTROL
 BJ4182  ___________________________________________________________________
 BJ4182* NAD 83(1992)-  30 30 25.60514(N)    090 27 56.79653(W)     ADJUSTED  
 BJ4182* NAVD 88     -        12.2    (meters)      40.     (feet)  VERTCON   
 BJ4182  ___________________________________________________________________
 BJ4182  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ4182  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ4182
 BJ4182  HORZ ORDER  -  SECOND
 BJ4182
 BJ4182.The horizontal coordinates were established by classical geodetic methods
 BJ4182.and adjusted by the National Geodetic Survey in January 1993..
 BJ4182
 BJ4182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4182
 BJ4182.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4182
 BJ4182.The geoid height was determined by GEOID03.
 BJ4182
 BJ4182;                    North         East     Units Scale Factor Converg.
 BJ4182;SPC LA S     -   222,795.044 1,083,274.696   MT  0.99996465   +0 26 01.6
 BJ4182;SPC LA S     -   730,953.41  3,554,043.73   sFT  0.99996465   +0 26 01.6
 BJ4182;UTM  15      - 3,377,711.230   743,206.410   MT  1.00032975   +1 17 13.6
 BJ4182
 BJ4182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4182!SPC LA S     -   1.00000232  x   0.99996465  =   0.99996697
 BJ4182!UTM  15      -   1.00000232  x   1.00032975  =   1.00033207
 BJ4182
 BJ4182:                Primary Azimuth Mark                     Grid Az
 BJ4182:SPC LA S     -  HAMMOND 1939 TEMP PT                     346 07 31.2
 BJ4182:UTM  15      -  HAMMOND 1939 TEMP PT                     345 16 19.2
 BJ4182
 BJ4182|---------------------------------------------------------------------|
 BJ4182| PID    Reference Object                     Distance      Geod. Az  |
 BJ4182|                                                           dddmmss.s |
 BJ4182| BJ4183 HAMMOND 1939 TEMP PT                419.328 METERS 3463332.8 |
 BJ4182|---------------------------------------------------------------------|
 BJ4182
 BJ4182                          SUPERSEDED SURVEY CONTROL
 BJ4182
 BJ4182  NAD 83(1986)-  30 30 25.62142(N)    090 27 56.79426(W) AD(       ) 2
 BJ4182  NAD 27      -  30 30 24.93245(N)    090 27 56.47573(W) AD(       ) 2
 BJ4182  NGVD 29 (07/19/86)   12.2    (m)           40.     (f) VERT ANG       
 BJ4182
 BJ4182.Superseded values are not recommended for survey control.
 BJ4182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4182.See file dsdata.txt to determine how the superseded data were derived.
 BJ4182
 BJ4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4320677711(NAD 83)
 BJ4182_MARKER: DD = SURVEY DISK
 BJ4182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4182+STABILITY: SURFACE MOTION
 BJ4182
 BJ4182  HISTORY     - Date     Condition        Report By
 BJ4182  HISTORY     - 1968     MONUMENTED       LADH
 BJ4182  HISTORY     - 20060720 MARK NOT FOUND   NGS
 BJ4182
 BJ4182                          STATION DESCRIPTION
 BJ4182
 BJ4182'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4182'THIS STATION IS LOCATED IN HAMMOND AT THE INTERSECTION OF NORTH PINE
 BJ4182'STREET, ROBINSON AVENUE, AND THE ILLINOIS CENTRAL RAILROAD CROSSING.
 BJ4182'THE STATION IS 12.90 FEET WEST OF THE CENTERLINE OF NORTH PINE
 BJ4182'STREET, 3.70 FEET SOUTH OF THE SOUTH RAIL OF THE ILLINOIS CENTRAL
 BJ4182'RAILROAD, 2.55 FEET NORTH OF A METAL WITNESS POST AND SIGN AND
 BJ4182'96.35 FEET SOUTHEAST OF A RAILROAD RIGHT OF WAY POST.
 BJ4182'
 BJ4182'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ4182'CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4182'STATION IS STAMPED 53F002.
 BJ4182'
 BJ4182'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4182
 BJ4182                          STATION RECOVERY (2006)
 BJ4182
 BJ4182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ4182'MARK WAS NOT SEEN, HOWEVER, MARK COULD BE BURIED UNDER NEW MACADAM.
 BJ4182'ROBINSON AVE IS NO LONGER HERE.  IC RR IS NOW PART OF CANADIAN
 BJ4182'NATIONAL RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4348 ***********************************************************************
 BJ4348  DESIGNATION -  53H001
 BJ4348  PID         -  BJ4348
 BJ4348  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4348  USGS QUAD   -  PONCHATOULA (1994)
 BJ4348
 BJ4348                         *CURRENT SURVEY CONTROL
 BJ4348  ___________________________________________________________________
 BJ4348* NAD 83(1992)-  30 28 45.74890(N)    090 28 11.29197(W)     ADJUSTED  
 BJ4348* NAVD 88     -         8.6    (meters)      28.     (feet)  VERTCON   
 BJ4348  ___________________________________________________________________
 BJ4348  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ4348  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ4348
 BJ4348  HORZ ORDER  -  SECOND
 BJ4348
 BJ4348.The horizontal coordinates were established by classical geodetic methods
 BJ4348.and adjusted by the National Geodetic Survey in January 1993..
 BJ4348
 BJ4348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4348
 BJ4348.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4348
 BJ4348.The geoid height was determined by GEOID03.
 BJ4348
 BJ4348;                    North         East     Units Scale Factor Converg.
 BJ4348;SPC LA S     -   219,717.287 1,082,911.380   MT  0.99996050   +0 25 54.4
 BJ4348;SPC LA S     -   720,855.80  3,552,851.75   sFT  0.99996050   +0 25 54.4
 BJ4348;UTM  15      - 3,374,627.278   742,888.825   MT  1.00032785   +1 17 02.5
 BJ4348
 BJ4348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4348!SPC LA S     -   1.00000288  x   0.99996050  =   0.99996338
 BJ4348!UTM  15      -   1.00000288  x   1.00032785  =   1.00033073
 BJ4348
 BJ4348:                Primary Azimuth Mark                     Grid Az
 BJ4348:SPC LA S     -  53H002                                   091 11 31.4
 BJ4348:UTM  15      -  53H002                                   090 20 23.3
 BJ4348
 BJ4348|---------------------------------------------------------------------|
 BJ4348| PID    Reference Object                     Distance      Geod. Az  |
 BJ4348|                                                           dddmmss.s |
 BJ4348| BJ4346 53H002                              APPROX. 1.5 KM 0913725.8 |
 BJ4348|---------------------------------------------------------------------|
 BJ4348
 BJ4348                          SUPERSEDED SURVEY CONTROL
 BJ4348
 BJ4348  NAD 83(1986)-  30 28 45.76515(N)    090 28 11.28986(W) AD(       ) 2
 BJ4348  NAD 27      -  30 28 45.07161(N)    090 28 10.97013(W) AD(       ) 2
 BJ4348  NGVD 29 (07/19/86)    8.6    (m)           28.     (f) VERT ANG       
 BJ4348
 BJ4348.Superseded values are not recommended for survey control.
 BJ4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4348.See file dsdata.txt to determine how the superseded data were derived.
 BJ4348
 BJ4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4288974627(NAD 83)
 BJ4348_MARKER: DD = SURVEY DISK
 BJ4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4348_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4348+STABILITY: SURFACE MOTION
 BJ4348
 BJ4348  HISTORY     - Date     Condition        Report By
 BJ4348  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4348  HISTORY     - 1986     GOOD             LADTD
 BJ4348
 BJ4348                          STATION DESCRIPTION
 BJ4348
 BJ4348'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4348'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF DOWNTOWN
 BJ4348'HAMMOND.  THE STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS
 BJ4348'PROPERTY NORTH OF INTERSTATE HIGHWAY 12 NEAR A FENCE AND A
 BJ4348'CONCRETE RIGHT-OF-WAY MARKER.
 BJ4348'
 BJ4348'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 51
 BJ4348'AND INTERSTATE 12 IN SOUTH HAMMOND, DRIVE WEST ALONG INTERSTATE
 BJ4348'12 FOR 1 MILE TO MARK SET ON THE RIGHT AND NORTH OF THE HIGHWAY
 BJ4348'NEAR A FENCE AND A HIGHWAY RIGHT-OF-WAY MARKER.
 BJ4348'
 BJ4348'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4348'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4348'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4348'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4348'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4348'STAMPED 53H001 1976.  THE MARK IS 98.5 FEET NORTH OF THE CENTER
 BJ4348'OF THE WEST BOUND LANE ON INTERSTATE 12, 32 FEET EAST-SOUTHEAST
 BJ4348'OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 30 FEET
 BJ4348'WEST-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 30
 BJ4348'FEET WEST-SOUTHWEST OF A POWER POLE (22), 6 FEET SOUTH OF A
 BJ4348'CHAIN-LINK FENCE AND 2 FEET WEST OF A METAL WITNESS POST
 BJ4348'AND SIGN.
 BJ4348
 BJ4348                          STATION RECOVERY (1986)
 BJ4348
 BJ4348'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4348'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ4348'THE STATION WAS VISITED IN AUGUST 1986 WITH THE TO REACH AND
 BJ4348'LOCATION BEING ADEQUATE TO RECOVER THE STATION.  A NEW LOCAL
 BJ4348'DESCRIPTION WAS OBTAINED AT THIS TIME.  THE MARK IS SET ON THE
 BJ4348'PROJECTED CENTER OF A DEAD-END BLACKTOP ROAD LEADING NORTH, 30
 BJ4348'METERS (98.5 FT) NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 BJ4348'INTERSTATE HIGHWAY 12, 9.1 METERS (30 FT) WEST-SOUTHWEST OF A
 BJ4348'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 9.1 METERS (30 FT)
 BJ4348'WEST-SOUTHWEST OF A POWER POLE NUMBER 22, 4.6 METERS (15 FT) SOUTH
 BJ4348'OF THE SOUTH END OF THE DEAD-END ROAD, 1.8 METERS (6 FT) SOUTH OF
 BJ4348'THE RIGHT-OF-WAY FENCE AND 0.3 METERS (2 FT) WEST OF A METAL
 BJ4348'WITNESS POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4346 ***********************************************************************
 BJ4346  DESIGNATION -  53H002
 BJ4346  PID         -  BJ4346
 BJ4346  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4346  USGS QUAD   -  PONCHATOULA (1994)
 BJ4346
 BJ4346                         *CURRENT SURVEY CONTROL
 BJ4346  ___________________________________________________________________
 BJ4346* NAD 83(1992)-  30 28 44.34282(N)    090 27 14.16831(W)     ADJUSTED  
 BJ4346* NAVD 88     -        19.6    (meters)      64.     (feet)  VERTCON   
 BJ4346  ___________________________________________________________________
 BJ4346  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ4346  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ4346
 BJ4346  HORZ ORDER  -  SECOND
 BJ4346
 BJ4346.The horizontal coordinates were established by classical geodetic methods
 BJ4346.and adjusted by the National Geodetic Survey in January 1993..
 BJ4346
 BJ4346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4346
 BJ4346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4346
 BJ4346.The geoid height was determined by GEOID03.
 BJ4346
 BJ4346;                    North         East     Units Scale Factor Converg.
 BJ4346;SPC LA S     -   219,685.577 1,084,435.210   MT  0.99996045   +0 26 23.0
 BJ4346;SPC LA S     -   720,751.76  3,557,851.18   sFT  0.99996045   +0 26 23.0
 BJ4346;UTM  15      - 3,374,618.235   744,413.525   MT  1.00033702   +1 17 31.4
 BJ4346
 BJ4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4346!SPC LA S     -   1.00000115  x   0.99996045  =   0.99996160
 BJ4346!UTM  15      -   1.00000115  x   1.00033702  =   1.00033817
 BJ4346
 BJ4346:                Primary Azimuth Mark                     Grid Az
 BJ4346:SPC LA S     -  53H003                                   089 36 08.7
 BJ4346:UTM  15      -  53H003                                   088 45 00.3
 BJ4346
 BJ4346|---------------------------------------------------------------------|
 BJ4346| PID    Reference Object                     Distance      Geod. Az  |
 BJ4346|                                                           dddmmss.s |
 BJ4346| BJ4345 53H003                              APPROX. 1.9 KM 0900231.7 |
 BJ4346|---------------------------------------------------------------------|
 BJ4346
 BJ4346                          SUPERSEDED SURVEY CONTROL
 BJ4346
 BJ4346  NAD 83(1986)-  30 28 44.35900(N)    090 27 14.16623(W) AD(       ) 2
 BJ4346  NAD 27      -  30 28 43.66530(N)    090 27 13.84828(W) AD(       ) 2
 BJ4346  NGVD 29 (07/19/86)   19.6    (m)           64.     (f) VERT ANG       
 BJ4346
 BJ4346.Superseded values are not recommended for survey control.
 BJ4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4346.See file dsdata.txt to determine how the superseded data were derived.
 BJ4346
 BJ4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4441474618(NAD 83)
 BJ4346_MARKER: DD = SURVEY DISK
 BJ4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4346_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4346+STABILITY: SURFACE MOTION
 BJ4346
 BJ4346  HISTORY     - Date     Condition        Report By
 BJ4346  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4346  HISTORY     - 1986     GOOD             LADTD
 BJ4346  HISTORY     - 19870722 GOOD             USPSQD
 BJ4346
 BJ4346                          STATION DESCRIPTION
 BJ4346
 BJ4346'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4346'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF DOWNTOWN
 BJ4346'HAMMOND.  THE STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS
 BJ4346'PROPERTY IN THE MEDIAN OF INTERSTATE 12 JUST WEST OF THE
 BJ4346'U.S. HIGHWAY 51 AND INTERSTATE 12 INTERCHANGE.
 BJ4346'
 BJ4346'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12
 BJ4346'AND 55 IN SOUTHWEST HAMMOND, DRIVE EAST ALONG INTERSTATE 12
 BJ4346'FOR 2 MILES TO THE MARK SET ON THE LEFT AND NORTH OF THE EAST
 BJ4346'BOUND LANE NEAR THE U.S. HIGHWAY 51 INTERCHANGE.
 BJ4346'
 BJ4346'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4346'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4346'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4346'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4346'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4346'STAMPED 53H002 1976.  THE MARK IS 46 FEET NORTH OF THE CENTER
 BJ4346'OF THE EAST BOUND LANE ON INTERSTATE 12, 43 FEET SOUTH OF
 BJ4346'THE CENTER OF THE WEST BOUND LANE ON INTERSTATE 12, 32 FEET
 BJ4346'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF AN OVERPASS, 24
 BJ4346'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN OVERPASS,
 BJ4346'26 FEET WEST OF A FENCE IN THE MEDIAN BETWEEN OVERPASSES
 BJ4346'AND 2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ4346
 BJ4346                          STATION RECOVERY (1986)
 BJ4346
 BJ4346'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4346'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ4346
 BJ4346                          STATION RECOVERY (1987)
 BJ4346
 BJ4346'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 BJ4346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4345 ***********************************************************************
 BJ4345  DESIGNATION -  53H003
 BJ4345  PID         -  BJ4345
 BJ4345  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4345  USGS QUAD   -  PONCHATOULA (1994)
 BJ4345
 BJ4345                         *CURRENT SURVEY CONTROL
 BJ4345  ___________________________________________________________________
 BJ4345* NAD 83(1992)-  30 28 44.29316(N)    090 26 04.34101(W)     ADJUSTED  
 BJ4345* NAVD 88     -        10.6    (meters)      35.     (feet)  VERTCON   
 BJ4345  ___________________________________________________________________
 BJ4345  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ4345  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ4345
 BJ4345  HORZ ORDER  -  SECOND
 BJ4345
 BJ4345.The horizontal coordinates were established by classical geodetic methods
 BJ4345.and adjusted by the National Geodetic Survey in January 1993..
 BJ4345
 BJ4345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4345
 BJ4345.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4345
 BJ4345.The geoid height was determined by GEOID03.
 BJ4345
 BJ4345;                    North         East     Units Scale Factor Converg.
 BJ4345;SPC LA S     -   219,698.498 1,086,297.533   MT  0.99996044   +0 26 57.9
 BJ4345;SPC LA S     -   720,794.16  3,563,961.16   sFT  0.99996044   +0 26 57.9
 BJ4345;UTM  15      - 3,374,658.876   746,276.162   MT  1.00034830   +1 18 06.9
 BJ4345
 BJ4345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4345!SPC LA S     -   1.00000257  x   0.99996044  =   0.99996301
 BJ4345!UTM  15      -   1.00000257  x   1.00034830  =   1.00035087
 BJ4345
 BJ4345:                Primary Azimuth Mark                     Grid Az
 BJ4345:SPC LA S     -  53H004                                   089 35 21.1
 BJ4345:UTM  15      -  53H004                                   088 44 12.1
 BJ4345
 BJ4345|---------------------------------------------------------------------|
 BJ4345| PID    Reference Object                     Distance      Geod. Az  |
 BJ4345|                                                           dddmmss.s |
 BJ4345| BJ4344 53H004                              APPROX. 2.0 KM 0900219.0 |
 BJ4345|---------------------------------------------------------------------|
 BJ4345
 BJ4345                          SUPERSEDED SURVEY CONTROL
 BJ4345
 BJ4345  NAD 83(1986)-  30 28 44.30924(N)    090 26 04.33898(W) AD(       ) 2
 BJ4345  NAD 27      -  30 28 43.61556(N)    090 26 04.02290(W) AD(       ) 2
 BJ4345  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG       
 BJ4345
 BJ4345.Superseded values are not recommended for survey control.
 BJ4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4345.See file dsdata.txt to determine how the superseded data were derived.
 BJ4345
 BJ4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4627674659(NAD 83)
 BJ4345_MARKER: DD = SURVEY DISK
 BJ4345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4345_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4345+STABILITY: SURFACE MOTION
 BJ4345
 BJ4345  HISTORY     - Date     Condition        Report By
 BJ4345  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4345  HISTORY     - 1986     GOOD             LADTD
 BJ4345  HISTORY     - 19870722 GOOD             USPSQD
 BJ4345
 BJ4345                          STATION DESCRIPTION
 BJ4345
 BJ4345'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4345'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF DOWNTOWN
 BJ4345'HAMMOND.  THE STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS
 BJ4345'PROPERTY IN THE MEDIAN OF INTERSTATE HIGHWAY 12 NEAR TWO TWIN
 BJ4345'BRIDGES.
 BJ4345'
 BJ4345'TO REACH THE STATION FROM INTERCHANGE ON U.S. HIGHWAY 51 AND
 BJ4345'INTERSTATE 12, DRIVE EAST ALONG INTERSTATE 12 FOR 1.3 MILES
 BJ4345'TO TWO BRIDGES AND THE STATION MARK ON THE LEFT AND NORTH
 BJ4345'OF THE EAST BOUND LANE JUST EAST OF THE BRIDGES.
 BJ4345'
 BJ4345'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4345'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4345'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4345'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4345'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4345'STAMPED 53H003 1976.  THE MARK IS 45 FEET NORTH OF THE CENTER
 BJ4345'OF THE EAST BOUND LANE ON INTERSTATE 12, 44 FEET SOUTH OF THE
 BJ4345'CENTER OF THE WEST BOUND LANE ON INTERSTATE 12, 44 FEET
 BJ4345'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE ON THE EAST
 BJ4345'BOUND LANE ON INTERSTATE 12, 28 FEET SOUTHEAST OF THE
 BJ4345'SOUTHEAST CORNER OF THE BRIDGE ON THE WEST BOUND LANE ON
 BJ4345'INTERSTATE 12, 25 FEET EAST OF A FENCE BETWEEN BRIDGES
 BJ4345'AND 2.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ4345
 BJ4345                          STATION RECOVERY (1986)
 BJ4345
 BJ4345'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4345'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ4345
 BJ4345                          STATION RECOVERY (1987)
 BJ4345
 BJ4345'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 BJ4345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4344 ***********************************************************************
 BJ4344  DESIGNATION -  53H004
 BJ4344  PID         -  BJ4344
 BJ4344  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4344  USGS QUAD   -  PONCHATOULA (1994)
 BJ4344
 BJ4344                         *CURRENT SURVEY CONTROL
 BJ4344  ___________________________________________________________________
 BJ4344* NAD 83(1992)-  30 28 44.24411(N)    090 24 50.29767(W)     ADJUSTED  
 BJ4344* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 BJ4344  ___________________________________________________________________
 BJ4344  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ4344  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ4344
 BJ4344  HORZ ORDER  -  SECOND
 BJ4344
 BJ4344.The horizontal coordinates were established by classical geodetic methods
 BJ4344.and adjusted by the National Geodetic Survey in January 1993..
 BJ4344
 BJ4344.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4344
 BJ4344.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4344
 BJ4344.The geoid height was determined by GEOID03.
 BJ4344
 BJ4344;                    North         East     Units Scale Factor Converg.
 BJ4344;SPC LA S     -   219,712.655 1,088,272.296   MT  0.99996044   +0 27 34.9
 BJ4344;SPC LA S     -   720,840.60  3,570,440.02   sFT  0.99996044   +0 27 34.9
 BJ4344;UTM  15      - 3,374,702.433   748,251.273   MT  1.00036035   +1 18 44.5
 BJ4344
 BJ4344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4344!SPC LA S     -   1.00000188  x   0.99996044  =   0.99996232
 BJ4344!UTM  15      -   1.00000188  x   1.00036035  =   1.00036223
 BJ4344
 BJ4344:                Primary Azimuth Mark                     Grid Az
 BJ4344:SPC LA S     -  53H005                                   090 28 06.3
 BJ4344:UTM  15      -  53H005                                   089 36 56.7
 BJ4344
 BJ4344|---------------------------------------------------------------------|
 BJ4344| PID    Reference Object                     Distance      Geod. Az  |
 BJ4344|                                                           dddmmss.s |
 BJ4344| BJ4343 53H005                              APPROX. 2.3 KM 0905541.2 |
 BJ4344|---------------------------------------------------------------------|
 BJ4344
 BJ4344                          SUPERSEDED SURVEY CONTROL
 BJ4344
 BJ4344  NAD 83(1986)-  30 28 44.26007(N)    090 24 50.29567(W) AD(       ) 2
 BJ4344  NAD 27      -  30 28 43.56646(N)    090 24 49.98173(W) AD(       ) 2
 BJ4344  NGVD 29 (07/19/86)   15.0    (m)           49.     (f) VERT ANG       
 BJ4344
 BJ4344.Superseded values are not recommended for survey control.
 BJ4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4344.See file dsdata.txt to determine how the superseded data were derived.
 BJ4344
 BJ4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4825174702(NAD 83)
 BJ4344_MARKER: DD = SURVEY DISK
 BJ4344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4344_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4344+STABILITY: SURFACE MOTION
 BJ4344
 BJ4344  HISTORY     - Date     Condition        Report By
 BJ4344  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4344  HISTORY     - 1986     GOOD             LADTD
 BJ4344
 BJ4344                          STATION DESCRIPTION
 BJ4344
 BJ4344'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4344'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF DOWNTOWN
 BJ4344'HAMMOND.  THE STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS
 BJ4344'PROPERTY IN THE MEDIAN OF INTERSTATE 12 NEAR AN INTERCHANGE.
 BJ4344'
 BJ4344'TO REACH THE STATION FROM THE INTERCHANGE ON U.S. HIGHWAY 51
 BJ4344'AND INTERSTATE 12 SOUTH OF HAMMOND, DRIVE EAST ALONG INTERSTATE
 BJ4344'12 FOR 2.5 MILES TO THE INTERCHANGE ON INTERSTATE 12 AND
 BJ4344'AIRPORT ROAD (PARISH ROAD) AND MARK JUST EAST OF THE INTERCHANGE.
 BJ4344'
 BJ4344'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4344'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4344'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4344'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4344'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4344'STAMPED 53H004 1976.  THE MARK IS 46 FEET NORTH OF THE CENTER
 BJ4344'OF THE EAST BOUND LANE ON INTERSTATE 12, 42 FEET SOUTH OF THE
 BJ4344'CENTER OF THE WEST BOUND LANE ON INTERSTATE 12, 27 FEET NORTH
 BJ4344'OF THE NORTHEAST CORNER OF THE OVERPASS ON THE EAST BOUND
 BJ4344'LANE ON INTERSTATE 12, 24.5 FEET SOUTH-SOUTHEAST OF THE
 BJ4344'SOUTHEAST CORNER OF THE OVERPASS ON THE WEST BOUND LANE ON
 BJ4344'INTERSTATE 12 AND 2 FEET WEST OF A METAL WITNESS POST AND
 BJ4344'SIGN.
 BJ4344
 BJ4344                          STATION RECOVERY (1986)
 BJ4344
 BJ4344'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4344'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4343 ***********************************************************************
 BJ4343  DESIGNATION -  53H005
 BJ4343  PID         -  BJ4343
 BJ4343  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4343  USGS QUAD   -  PONCHATOULA (1994)
 BJ4343
 BJ4343                         *CURRENT SURVEY CONTROL
 BJ4343  ___________________________________________________________________
 BJ4343* NAD 83(1992)-  30 28 43.03503(N)    090 23 24.68299(W)     ADJUSTED  
 BJ4343* NAVD 88     -         9.2    (meters)      30.     (feet)  VERTCON   
 BJ4343  ___________________________________________________________________
 BJ4343  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ4343  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ4343
 BJ4343  HORZ ORDER  -  SECOND
 BJ4343
 BJ4343.The horizontal coordinates were established by classical geodetic methods
 BJ4343.and adjusted by the National Geodetic Survey in January 1993..
 BJ4343
 BJ4343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4343
 BJ4343.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4343
 BJ4343.The geoid height was determined by GEOID03.
 BJ4343
 BJ4343;                    North         East     Units Scale Factor Converg.
 BJ4343;SPC LA S     -   219,693.981 1,090,555.961   MT  0.99996039   +0 28 17.7
 BJ4343;SPC LA S     -   720,779.34  3,577,932.35   sFT  0.99996039   +0 28 17.7
 BJ4343;UTM  15      - 3,374,717.755   750,535.892   MT  1.00037441   +1 19 27.9
 BJ4343
 BJ4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4343!SPC LA S     -   1.00000279  x   0.99996039  =   0.99996318
 BJ4343!UTM  15      -   1.00000279  x   1.00037441  =   1.00037720
 BJ4343
 BJ4343:                Primary Azimuth Mark                     Grid Az
 BJ4343:SPC LA S     -  53H006                                   086 52 02.0
 BJ4343:UTM  15      -  53H006                                   086 00 51.8
 BJ4343
 BJ4343|---------------------------------------------------------------------|
 BJ4343| PID    Reference Object                     Distance      Geod. Az  |
 BJ4343|                                                           dddmmss.s |
 BJ4343| BJ4317 53H006                              APPROX. 1.7 KM 0872019.7 |
 BJ4343|---------------------------------------------------------------------|
 BJ4343
 BJ4343                          SUPERSEDED SURVEY CONTROL
 BJ4343
 BJ4343  NAD 83(1986)-  30 28 43.05082(N)    090 23 24.68104(W) AD(       ) 2
 BJ4343  NAD 27      -  30 28 42.35733(N)    090 23 24.36961(W) AD(       ) 2
 BJ4343  NGVD 29 (07/19/86)    9.2    (m)           30.     (f) VERT ANG       
 BJ4343
 BJ4343.Superseded values are not recommended for survey control.
 BJ4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4343.See file dsdata.txt to determine how the superseded data were derived.
 BJ4343
 BJ4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5053674718(NAD 83)
 BJ4343_MARKER: DD = SURVEY DISK
 BJ4343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4343_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4343+STABILITY: SURFACE MOTION
 BJ4343
 BJ4343  HISTORY     - Date     Condition        Report By
 BJ4343  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4343  HISTORY     - 1986     GOOD             LADTD
 BJ4343
 BJ4343                          STATION DESCRIPTION
 BJ4343
 BJ4343'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4343'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF HAMMOND AND
 BJ4343'2.5 MILES SOUTHWEST OF ROBERT.  THE STATION MARK IS SET ON
 BJ4343'DEPARTMENT OF HIGHWAYS PROPERTY SOUTH OF INTERSTATE NEAR A
 BJ4343'FENCE AND A RIGHT-OF-WAY MARKER.
 BJ4343'
 BJ4343'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 12 AND
 BJ4343'AIRPORT ROAD, DRIVE EAST ALONG INTERSTATE 12 FOR 1.4 MILES TO
 BJ4343'THE MARK SET SOUTH OF THE HIGHWAY NEAR A FENCE.
 BJ4343'
 BJ4343'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4343'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4343'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4343'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4343'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4343'STAMPED 53H005 1976.  THE MARK IS 141 FEET NORTH EAST OF A POWER
 BJ4343'POLE, 139 FEET NORTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 BJ4343'MARKER, 68 FEET SOUTH OF THE CENTER OF THE EAST BOUND LAND ON
 BJ4343'INTERSTATE 12, 2 FEET EAST OF A METAL WITNESS POST AND SIGN
 BJ4343'AND HIGHWAY CONSTRUCTION STATION 448+25.
 BJ4343
 BJ4343                          STATION RECOVERY (1986)
 BJ4343
 BJ4343'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4343'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4317 ***********************************************************************
 BJ4317  DESIGNATION -  53H006
 BJ4317  PID         -  BJ4317
 BJ4317  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4317  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ4317
 BJ4317                         *CURRENT SURVEY CONTROL
 BJ4317  ___________________________________________________________________
 BJ4317* NAD 83(1992)-  30 28 45.54290(N)    090 22 22.28433(W)     ADJUSTED  
 BJ4317* NAVD 88     -        14.2    (meters)      47.     (feet)  VERTCON   
 BJ4317  ___________________________________________________________________
 BJ4317  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ4317  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ4317
 BJ4317  HORZ ORDER  -  SECOND
 BJ4317
 BJ4317.The horizontal coordinates were established by classical geodetic methods
 BJ4317.and adjusted by the National Geodetic Survey in January 1993..
 BJ4317
 BJ4317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4317
 BJ4317.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4317
 BJ4317.The geoid height was determined by GEOID03.
 BJ4317
 BJ4317;                    North         East     Units Scale Factor Converg.
 BJ4317;SPC LA S     -   219,785.028 1,092,219.500   MT  0.99996049   +0 28 48.9
 BJ4317;SPC LA S     -   721,078.05  3,583,390.14   sFT  0.99996049   +0 28 48.9
 BJ4317;UTM  15      - 3,374,833.603   752,198.588   MT  1.00038472   +1 19 59.7
 BJ4317
 BJ4317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4317!SPC LA S     -   1.00000200  x   0.99996049  =   0.99996249
 BJ4317!UTM  15      -   1.00000200  x   1.00038472  =   1.00038672
 BJ4317
 BJ4317:                Primary Azimuth Mark                     Grid Az
 BJ4317:SPC LA S     -  53H007                                   092 29 23.6
 BJ4317:UTM  15      -  53H007                                   091 38 12.8
 BJ4317
 BJ4317|---------------------------------------------------------------------|
 BJ4317| PID    Reference Object                     Distance      Geod. Az  |
 BJ4317|                                                           dddmmss.s |
 BJ4317| BJ4316 53H007                              APPROX. 1.6 KM 0925812.5 |
 BJ4317|---------------------------------------------------------------------|
 BJ4317
 BJ4317                          SUPERSEDED SURVEY CONTROL
 BJ4317
 BJ4317  NAD 83(1986)-  30 28 45.55851(N)    090 22 22.28241(W) AD(       ) 2
 BJ4317  NAD 27      -  30 28 44.86527(N)    090 22 21.97269(W) AD(       ) 2
 BJ4317  NGVD 29 (07/19/86)   14.2    (m)           47.     (f) VERT ANG       
 BJ4317
 BJ4317.Superseded values are not recommended for survey control.
 BJ4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4317.See file dsdata.txt to determine how the superseded data were derived.
 BJ4317
 BJ4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5219974834(NAD 83)
 BJ4317_MARKER: DD = SURVEY DISK
 BJ4317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4317_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4317+STABILITY: SURFACE MOTION
 BJ4317
 BJ4317  HISTORY     - Date     Condition        Report By
 BJ4317  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4317  HISTORY     - 1986     GOOD             LADTD
 BJ4317
 BJ4317                          STATION DESCRIPTION
 BJ4317
 BJ4317'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4317'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF HAMMOND AND
 BJ4317'2 MILES SOUTHWEST OF ROBERT.  THE STATION MARK IS SET ON
 BJ4317'DEPARTMENT OF HIGHWAYS PROPERTY NEAR THE CORNER OF AN OVERPASS
 BJ4317'ON INTERSTATE 12.
 BJ4317'
 BJ4317'TO REACH THE STATION FROM INTERCHANGE ON STATE HIGHWAY 445
 BJ4317'AND INTERSTATE 12 JUST SOUTH OF ROBERT, DRIVE WEST ALONG
 BJ4317'INTERSTATE 12 FOR 2.3 MILES TO AN OVERPASS AND THE STATION MARK
 BJ4317'SET NEAR THE NORTHEAST CORNER OF THE OVERPASS.
 BJ4317'
 BJ4317'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4317'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4317'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4317'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4317'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4317'STAMPED 53H006 1976.  THE MARK IS 104 FEET NORTH OF THE CENTER
 BJ4317'OF THE WEST BOUND LANE ON INTERSTATE 12, 19 FEET EAST OF THE
 BJ4317'CENTER OF A PARISH ROAD, 15 FEET WEST OF A FENCE CORNER, 8.5
 BJ4317'FEET EAST OF THE ABUTMENT OF THE OVERPASS AND 2 FEET SOUTH OF
 BJ4317'A METAL WITNESS POST AND SIGN.
 BJ4317
 BJ4317                          STATION RECOVERY (1986)
 BJ4317
 BJ4317'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4317'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4316 ***********************************************************************
 BJ4316  DESIGNATION -  53H007
 BJ4316  PID         -  BJ4316
 BJ4316  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4316  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ4316
 BJ4316                         *CURRENT SURVEY CONTROL
 BJ4316  ___________________________________________________________________
 BJ4316* NAD 83(1992)-  30 28 42.91877(N)    090 21 23.97214(W)     ADJUSTED  
 BJ4316* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 BJ4316  ___________________________________________________________________
 BJ4316  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ4316  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ4316
 BJ4316  HORZ ORDER  -  SECOND
 BJ4316
 BJ4316.The horizontal coordinates were established by classical geodetic methods
 BJ4316.and adjusted by the National Geodetic Survey in January 1993..
 BJ4316
 BJ4316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4316
 BJ4316.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4316
 BJ4316.The geoid height was determined by GEOID03.
 BJ4316
 BJ4316;                    North         East     Units Scale Factor Converg.
 BJ4316;SPC LA S     -   219,717.371 1,093,775.375   MT  0.99996039   +0 29 18.1
 BJ4316;SPC LA S     -   720,856.07  3,588,494.71   sFT  0.99996039   +0 29 18.1
 BJ4316;UTM  15      - 3,374,789.099   753,755.966   MT  1.00039445   +1 20 29.3
 BJ4316
 BJ4316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4316!SPC LA S     -   1.00000296  x   0.99996039  =   0.99996335
 BJ4316!UTM  15      -   1.00000296  x   1.00039445  =   1.00039741
 BJ4316
 BJ4316:                Primary Azimuth Mark                     Grid Az
 BJ4316:SPC LA S     -  53H008                                   082 02 44.7
 BJ4316:UTM  15      -  53H008                                   081 11 33.5
 BJ4316
 BJ4316|---------------------------------------------------------------------|
 BJ4316| PID    Reference Object                     Distance      Geod. Az  |
 BJ4316|                                                           dddmmss.s |
 BJ4316| BJ4320 53H008                              APPROX. 2.1 KM 0823202.8 |
 BJ4316|---------------------------------------------------------------------|
 BJ4316
 BJ4316                          SUPERSEDED SURVEY CONTROL
 BJ4316
 BJ4316  NAD 83(1986)-  30 28 42.93418(N)    090 21 23.97026(W) AD(       ) 2
 BJ4316  NAD 27      -  30 28 42.24105(N)    090 21 23.66221(W) AD(       ) 2
 BJ4316  NGVD 29 (07/19/86)    8.1    (m)           27.     (f) VERT ANG       
 BJ4316
 BJ4316.Superseded values are not recommended for survey control.
 BJ4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4316.See file dsdata.txt to determine how the superseded data were derived.
 BJ4316
 BJ4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5375674789(NAD 83)
 BJ4316_MARKER: DD = SURVEY DISK
 BJ4316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4316_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4316+STABILITY: SURFACE MOTION
 BJ4316
 BJ4316  HISTORY     - Date     Condition        Report By
 BJ4316  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4316  HISTORY     - 1986     GOOD             LADTD
 BJ4316
 BJ4316                          STATION DESCRIPTION
 BJ4316
 BJ4316'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4316'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF HAMMOND AND
 BJ4316'1.7 MILES SOUTH OF ROBERT.  THE STATION MARK IS SET ON DEPARTMENT
 BJ4316'OF HIGHWAYS PROPERTY SOUTH OF INTERSTATE 12 NEAR A FENCE.
 BJ4316'
 BJ4316'TO REACH THE STATION FROM THE STATE HIGHWAY 445 AND INTERSTATE
 BJ4316'12 INTERCHANGE JUST SOUTH OF ROBERT, DRIVE WEST ALONG INTERSTATE
 BJ4316'12 FOR 1.3 MILES TO THE MARK ON THE LEFT AND SOUTH OF THE
 BJ4316'HIGHWAY NEAR A FENCE AND BORROW PIT.
 BJ4316'
 BJ4316'THE STATION MARK IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4316'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4316'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4316'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4316'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4316'STAMPED 53H007 1976.  THE MARK IS 160 FEET EAST-NORTHEAST OF
 BJ4316'A FENCE CORNER, 102 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 BJ4316'LANE ON INTERSTATE 12, 2 FEET NORTH OF A FENCE AND 2 FEET EAST
 BJ4316'OF A METAL WITNESS POST AND SIGN.
 BJ4316
 BJ4316                          STATION RECOVERY (1986)
 BJ4316
 BJ4316'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4316'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4320 ***********************************************************************
 BJ4320  DESIGNATION -  53H008
 BJ4320  PID         -  BJ4320
 BJ4320  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4320  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ4320
 BJ4320                         *CURRENT SURVEY CONTROL
 BJ4320  ___________________________________________________________________
 BJ4320* NAD 83(1992)-  30 28 51.95140(N)    090 20 04.33068(W)     ADJUSTED  
 BJ4320* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 BJ4320  ___________________________________________________________________
 BJ4320  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4320  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ4320
 BJ4320  HORZ ORDER  -  SECOND
 BJ4320
 BJ4320.The horizontal coordinates were established by classical geodetic methods
 BJ4320.and adjusted by the National Geodetic Survey in January 1993..
 BJ4320
 BJ4320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4320
 BJ4320.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4320
 BJ4320.The geoid height was determined by GEOID03.
 BJ4320
 BJ4320;                    North         East     Units Scale Factor Converg.
 BJ4320;SPC LA S     -   220,013.815 1,095,897.001   MT  0.99996075   +0 29 57.9
 BJ4320;SPC LA S     -   721,828.66  3,595,455.41   sFT  0.99996075   +0 29 57.9
 BJ4320;UTM  15      - 3,375,117.249   755,873.875   MT  1.00040776   +1 21 10.1
 BJ4320
 BJ4320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4320!SPC LA S     -   1.00000186  x   0.99996075  =   0.99996261
 BJ4320!UTM  15      -   1.00000186  x   1.00040776  =   1.00040962
 BJ4320
 BJ4320:                Primary Azimuth Mark                     Grid Az
 BJ4320:SPC LA S     -  EDWARDS                                  327 38 43.5
 BJ4320:UTM  15      -  EDWARDS                                  326 47 31.3
 BJ4320
 BJ4320|---------------------------------------------------------------------|
 BJ4320| PID    Reference Object                     Distance      Geod. Az  |
 BJ4320|                                                           dddmmss.s |
 BJ4320| BJ4315 EDWARDS                             APPROX. 0.5 KM 3280841.4 |
 BJ4320|---------------------------------------------------------------------|
 BJ4320
 BJ4320                          SUPERSEDED SURVEY CONTROL
 BJ4320
 BJ4320  NAD 83(1986)-  30 28 51.96645(N)    090 20 04.32879(W) AD(       ) 2
 BJ4320  NAD 27      -  30 28 51.27382(N)    090 20 04.02306(W) AD(       ) 2
 BJ4320  NGVD 29 (07/19/86)   15.1    (m)           50.     (f) VERT ANG       
 BJ4320
 BJ4320.Superseded values are not recommended for survey control.
 BJ4320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4320.See file dsdata.txt to determine how the superseded data were derived.
 BJ4320
 BJ4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5587475117(NAD 83)
 BJ4320_MARKER: DD = SURVEY DISK
 BJ4320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4320_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4320+STABILITY: SURFACE MOTION
 BJ4320
 BJ4320  HISTORY     - Date     Condition        Report By
 BJ4320  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4320  HISTORY     - 1986     GOOD             LADTD
 BJ4320  HISTORY     - 20060418 MARK NOT FOUND   NGS
 BJ4320
 BJ4320                          STATION DESCRIPTION
 BJ4320
 BJ4320'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4320'THE STATION IS LOCATED ABOUT 1.7 MILES SOUTH OF ROBERT.  THE
 BJ4320'STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NEAR
 BJ4320'THE CORNER OF AN OVERPASS.
 BJ4320'
 BJ4320'TO REACH THE STATION FROM INTERSECTION OF U.S. HIGHWAY 190
 BJ4320'AND STATE HIGHWAY 445 IN ROBERT, DRIVE SOUTH ALONG STATE HIGHWAY
 BJ4320'445 FOR 1.7 MILES TO THE INTERCHANGE ON INTERSTATE 12 AND THE
 BJ4320'STATION SET NEAR THE NORTHEAST CORNER OF AN OVERPASS.
 BJ4320'
 BJ4320'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4320'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4320'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ4320'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4320'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4320'STAMPED 53H008 1976.  THE MARK IS 123 FEET NORTH OF THE CENTER
 BJ4320'OF THE WEST BOUND LANE ON INTERSTATE 12, 23 FEET EAST OF THE
 BJ4320'CENTER OF STATE HIGHWAY 445, 21 FEET NORTHEAST OF THE NORTHEAST
 BJ4320'CORNER OF THE OVERPASS AND 2 FEET SOUTH OF A METAL WITNESS
 BJ4320'POST AND SIGN.
 BJ4320
 BJ4320                          STATION RECOVERY (1986)
 BJ4320
 BJ4320'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4320'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ4320
 BJ4320                          STATION RECOVERY (2006)
 BJ4320
 BJ4320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4320'NOT RECOVERED, AREA HAS BENN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4322 ***********************************************************************
 BJ4322  DESIGNATION -  53H009
 BJ4322  PID         -  BJ4322
 BJ4322  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4322  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ4322
 BJ4322                         *CURRENT SURVEY CONTROL
 BJ4322  ___________________________________________________________________
 BJ4322* NAD 83(1992)-  30 28 57.57671(N)    090 18 26.63950(W)     ADJUSTED  
 BJ4322* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 BJ4322  ___________________________________________________________________
 BJ4322  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ4322  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ4322
 BJ4322  HORZ ORDER  -  SECOND
 BJ4322
 BJ4322.The horizontal coordinates were established by classical geodetic methods
 BJ4322.and adjusted by the National Geodetic Survey in January 1993..
 BJ4322
 BJ4322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4322
 BJ4322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4322
 BJ4322.The geoid height was determined by GEOID03.
 BJ4322
 BJ4322;                    North         East     Units Scale Factor Converg.
 BJ4322;SPC LA S     -   220,210.049 1,098,500.819   MT  0.99996098   +0 30 46.7
 BJ4322;SPC LA S     -   722,472.47  3,603,998.10   sFT  0.99996098   +0 30 46.7
 BJ4322;UTM  15      - 3,375,352.356   758,475.664   MT  1.00042428   +1 21 60.0
 BJ4322
 BJ4322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4322!SPC LA S     -   1.00000264  x   0.99996098  =   0.99996362
 BJ4322!UTM  15      -   1.00000264  x   1.00042428  =   1.00042693
 BJ4322
 BJ4322:                Primary Azimuth Mark                     Grid Az
 BJ4322:SPC LA S     -  53H010                                   093 48 49.3
 BJ4322:UTM  15      -  53H010                                   092 57 36.0
 BJ4322
 BJ4322|---------------------------------------------------------------------|
 BJ4322| PID    Reference Object                     Distance      Geod. Az  |
 BJ4322|                                                           dddmmss.s |
 BJ4322| BJ4319 53H010                              APPROX. 2.3 KM 0941936.0 |
 BJ4322|---------------------------------------------------------------------|
 BJ4322
 BJ4322                          SUPERSEDED SURVEY CONTROL
 BJ4322
 BJ4322  NAD 83(1986)-  30 28 57.59123(N)    090 18 26.63778(W) AD(       ) 2
 BJ4322  NAD 27      -  30 28 56.89901(N)    090 18 26.33510(W) AD(       ) 2
 BJ4322  NGVD 29 (07/19/86)   10.1    (m)           33.     (f) VERT ANG       
 BJ4322
 BJ4322.Superseded values are not recommended for survey control.
 BJ4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4322.See file dsdata.txt to determine how the superseded data were derived.
 BJ4322
 BJ4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5847675352(NAD 83)
 BJ4322_MARKER: DD = SURVEY DISK
 BJ4322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4322_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4322+STABILITY: SURFACE MOTION
 BJ4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4322+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 BJ4322
 BJ4322  HISTORY     - Date     Condition        Report By
 BJ4322  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4322  HISTORY     - 1986     GOOD             LADTD
 BJ4322  HISTORY     - 20060418 GOOD             NGS
 BJ4322
 BJ4322                          STATION DESCRIPTION
 BJ4322
 BJ4322'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4322'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF ROBERT.  THE
 BJ4322'STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY ON
 BJ4322'INTERSTATE 12 NEAR A FENCE.
 BJ4322'
 BJ4322'TO REACH THE STATION FROM THE STATE HIGHWAY 445 AND INTERSTATE
 BJ4322'12 INTERCHANGE JUST SOUTH OF ROBERT, DRIVE EAST ALONG INTERSTATE
 BJ4322'12 FOR 1.7 MILES TO THE MARK ON THE LEFT AND NORTH OF THE HIGHWAY
 BJ4322'NEAR A FENCE AND A RIGHT-OF-WAY MARKER.
 BJ4322'
 BJ4322'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4322'AN U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4322'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES. THE
 BJ4322'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4322'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4322'STAMPED 53H009 1976.  THE MARK IS 103 FEET NORTH OF THE CENTER
 BJ4322'OF THE WEST BOUND LANE ON INTERSTATE 12, 3 FEET SOUTH OF A
 BJ4322'HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF A FENCE, 2 FEET
 BJ4322'NORTH OF A METAL WITNESS POST AND SIGN AND AT CONSTRUCTION
 BJ4322'STATION 709+55.
 BJ4322
 BJ4322                          STATION RECOVERY (1986)
 BJ4322
 BJ4322'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4322'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ4322
 BJ4322                          STATION RECOVERY (2006)
 BJ4322
 BJ4322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4322'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4319 ***********************************************************************
 BJ4319  DESIGNATION -  53H010
 BJ4319  PID         -  BJ4319
 BJ4319  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4319  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ4319
 BJ4319                         *CURRENT SURVEY CONTROL
 BJ4319  ___________________________________________________________________
 BJ4319* NAD 83(1992)-  30 28 51.92816(N)    090 17 00.56029(W)     ADJUSTED  
 BJ4319* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 BJ4319  ___________________________________________________________________
 BJ4319  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BJ4319  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ4319
 BJ4319  HORZ ORDER  -  SECOND
 BJ4319
 BJ4319.The horizontal coordinates were established by classical geodetic methods
 BJ4319.and adjusted by the National Geodetic Survey in January 1993..
 BJ4319
 BJ4319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4319
 BJ4319.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4319
 BJ4319.The geoid height was determined by GEOID03.
 BJ4319
 BJ4319;                    North         East     Units Scale Factor Converg.
 BJ4319;SPC LA S     -   220,056.911 1,100,798.055   MT  0.99996075   +0 31 29.8
 BJ4319;SPC LA S     -   721,970.05  3,611,534.95   sFT  0.99996075   +0 31 29.8
 BJ4319;UTM  15      - 3,375,233.408   760,776.010   MT  1.00043902   +1 22 43.5
 BJ4319
 BJ4319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4319!SPC LA S     -   1.00000280  x   0.99996075  =   0.99996355
 BJ4319!UTM  15      -   1.00000280  x   1.00043902  =   1.00044182
 BJ4319
 BJ4319:                Primary Azimuth Mark                     Grid Az
 BJ4319:SPC LA S     -  53H011                                   090 08 26.0
 BJ4319:UTM  15      -  53H011                                   089 17 12.3
 BJ4319
 BJ4319|---------------------------------------------------------------------|
 BJ4319| PID    Reference Object                     Distance      Geod. Az  |
 BJ4319|                                                           dddmmss.s |
 BJ4319| BJ4318 53H011                              APPROX. 1.7 KM 0903955.8 |
 BJ4319|---------------------------------------------------------------------|
 BJ4319
 BJ4319                          SUPERSEDED SURVEY CONTROL
 BJ4319
 BJ4319  NAD 83(1986)-  30 28 51.94222(N)    090 17 00.55874(W) AD(       ) 2
 BJ4319  NAD 27      -  30 28 51.25005(N)    090 17 00.25865(W) AD(       ) 2
 BJ4319  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 BJ4319
 BJ4319.Superseded values are not recommended for survey control.
 BJ4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4319.See file dsdata.txt to determine how the superseded data were derived.
 BJ4319
 BJ4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6077675233(NAD 83)
 BJ4319_MARKER: DD = SURVEY DISK
 BJ4319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4319_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4319+STABILITY: SURFACE MOTION
 BJ4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4319+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 BJ4319
 BJ4319  HISTORY     - Date     Condition        Report By
 BJ4319  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4319  HISTORY     - 1986     GOOD             LADTD
 BJ4319  HISTORY     - 20060327 GOOD             AERODA
 BJ4319
 BJ4319                          STATION DESCRIPTION
 BJ4319
 BJ4319'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4319'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF ROBERT.  THE
 BJ4319'STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY SOUTH
 BJ4319'OF INTERSTATE 12.
 BJ4319'
 BJ4319'TO REACH THE STATION FROM THE STATE HIGHWAY 445 AND INTERSTATE
 BJ4319'12 INTERCHANGE JUST SOUTH OF ROBERT, DRIVE EAST ALONG INTERSTATE
 BJ4319'12 FOR 3.2 MILES TO THE MARK ON THE RIGHT AND SOUTH OF THE
 BJ4319'HIGHWAY NEAR A FENCE AND A RIGHT-OF-WAY MARKER.
 BJ4319'
 BJ4319'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4319'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4319'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4319'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4319'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4319'STAMPED 53H010 1976.  THE MARK IS 102 FEET SOUTH OF THE EAST
 BJ4319'BOUN LANE ON INTERSTATE 12, 4.5 FEET NORTH OF A CONCRETE
 BJ4319'HIGHWAY RIGHT-OF-WAY MARKER, 4 FEET NORTH OF A RIGHT-OF-WAY
 BJ4319'FENCE, 2 FEET SOUTH OF A METAL WITNESS POST AND SIGN AND AT
 BJ4319'CONSTRUCTION STATION 785+00.
 BJ4319
 BJ4319                          STATION RECOVERY (1986)
 BJ4319
 BJ4319'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4319'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ4319
 BJ4319                          STATION RECOVERY (2006)
 BJ4319
 BJ4319'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ4319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4318 ***********************************************************************
 BJ4318  DESIGNATION -  53H011
 BJ4318  PID         -  BJ4318
 BJ4318  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4318  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ4318
 BJ4318                         *CURRENT SURVEY CONTROL
 BJ4318  ___________________________________________________________________
 BJ4318* NAD 83(1992)-  30 28 51.28221(N)    090 15 56.78474(W)     ADJUSTED  
 BJ4318* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 BJ4318  ___________________________________________________________________
 BJ4318  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ4318  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ4318
 BJ4318  HORZ ORDER  -  SECOND
 BJ4318
 BJ4318.The horizontal coordinates were established by classical geodetic methods
 BJ4318.and adjusted by the National Geodetic Survey in January 1993..
 BJ4318
 BJ4318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4318
 BJ4318.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4318
 BJ4318.The geoid height was determined by GEOID03.
 BJ4318
 BJ4318;                    North         East     Units Scale Factor Converg.
 BJ4318;SPC LA S     -   220,052.736 1,102,499.093   MT  0.99996073   +0 32 01.7
 BJ4318;SPC LA S     -   721,956.35  3,617,115.77   sFT  0.99996073   +0 32 01.7
 BJ4318;UTM  15      - 3,375,254.593   762,477.744   MT  1.00045000   +1 23 15.8
 BJ4318
 BJ4318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4318!SPC LA S     -   1.00000280  x   0.99996073  =   0.99996353
 BJ4318!UTM  15      -   1.00000280  x   1.00045000  =   1.00045280
 BJ4318
 BJ4318:                Primary Azimuth Mark                     Grid Az
 BJ4318:SPC LA S     -  53H012                                   090 19 30.5
 BJ4318:UTM  15      -  53H012                                   089 28 16.4
 BJ4318
 BJ4318|---------------------------------------------------------------------|
 BJ4318| PID    Reference Object                     Distance      Geod. Az  |
 BJ4318|                                                           dddmmss.s |
 BJ4318| BJ4238 53H012                              APPROX. 2.0 KM 0905132.2 |
 BJ4318|---------------------------------------------------------------------|
 BJ4318
 BJ4318                          SUPERSEDED SURVEY CONTROL
 BJ4318
 BJ4318  NAD 83(1986)-  30 28 51.29600(N)    090 15 56.78331(W) AD(       ) 2
 BJ4318  NAD 27      -  30 28 50.60393(N)    090 15 56.48518(W) AD(       ) 2
 BJ4318  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 BJ4318
 BJ4318.Superseded values are not recommended for survey control.
 BJ4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4318.See file dsdata.txt to determine how the superseded data were derived.
 BJ4318
 BJ4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6247875255(NAD 83)
 BJ4318_MARKER: DD = SURVEY DISK
 BJ4318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4318_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4318+STABILITY: SURFACE MOTION
 BJ4318
 BJ4318  HISTORY     - Date     Condition        Report By
 BJ4318  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4318  HISTORY     - 1986     GOOD             LADTD
 BJ4318
 BJ4318                          STATION DESCRIPTION
 BJ4318
 BJ4318'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4318'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF ROBERT.  THE
 BJ4318'STATION MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY IN THE MEDIAN
 BJ4318'OF INTERSTATE 12 JUST WEST OF THE BEDICO BRANCH BRIDGES.
 BJ4318'
 BJ4318'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 445
 BJ4318'AND INTERSTATE 12, DRIVE EAST ALONG INTERSTATE 12 FOR 4.3 MILES
 BJ4318'THE TWIN BRIDGES OVER BEDICO BRANCH ON INTERSTATE 12 AND THE MARK
 BJ4318'ON THE LEFT AND WEST OF THE BRIDGES NORTH OF THE HIGHWAY.
 BJ4318'
 BJ4318'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4318'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4318'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4318'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4318'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4318'STAMPED 53H 11 1976.  THE MARK IS 57.5 FEET NORTH OF THE CENTER
 BJ4318'OF THE EAST BOUND LANE ON INTERSTATE 12, 47 FEET SOUTH OF THE
 BJ4318'CENTER OF THE WEST BOUND LANE ON INTERSTATE 12, 43.5 FEET
 BJ4318'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE ON THE
 BJ4318'WEST BOUND LANE, 40.5 FEET NORTHEAST OF THE NORTHWEST CORNER
 BJ4318'ON THE BRIDGE ON THE EAST BOUND LANE, 42.5 FEET WEST OF A
 BJ4318'FENCE BETWEEN BRIDGES AND 2 FEET EAST OF A METAL WITNESS POST
 BJ4318'AND SIGN.
 BJ4318
 BJ4318                          STATION RECOVERY (1986)
 BJ4318
 BJ4318'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4318'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4238 ***********************************************************************
 BJ4238  DESIGNATION -  53H012
 BJ4238  PID         -  BJ4238
 BJ4238  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4238  USGS QUAD   -  MADISONVILLE (1979)
 BJ4238
 BJ4238                         *CURRENT SURVEY CONTROL
 BJ4238  ___________________________________________________________________
 BJ4238* NAD 83(1992)-  30 28 50.30168(N)    090 14 41.73536(W)     ADJUSTED  
 BJ4238* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 BJ4238  ___________________________________________________________________
 BJ4238  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ4238  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ4238
 BJ4238  HORZ ORDER  -  SECOND
 BJ4238
 BJ4238.The horizontal coordinates were established by classical geodetic methods
 BJ4238.and adjusted by the National Geodetic Survey in January 1993..
 BJ4238
 BJ4238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4238
 BJ4238.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4238
 BJ4238.The geoid height was determined by GEOID03.
 BJ4238
 BJ4238;                    North         East     Units Scale Factor Converg.
 BJ4238;SPC LA S     -   220,041.373 1,104,500.897   MT  0.99996069   +0 32 39.2
 BJ4238;SPC LA S     -   721,919.07  3,623,683.36   sFT  0.99996069   +0 32 39.2
 BJ4238;UTM  15      - 3,375,273.077   764,480.488   MT  1.00046303   +1 23 53.9
 BJ4238
 BJ4238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4238!SPC LA S     -   1.00000280  x   0.99996069  =   0.99996349
 BJ4238!UTM  15      -   1.00000280  x   1.00046303  =   1.00046583
 BJ4238
 BJ4238:                Primary Azimuth Mark                     Grid Az
 BJ4238:SPC LA S     -  52H001                                   105 46 36.3
 BJ4238:UTM  15      -  52H001                                   104 55 21.6
 BJ4238
 BJ4238|---------------------------------------------------------------------|
 BJ4238| PID    Reference Object                     Distance      Geod. Az  |
 BJ4238|                                                           dddmmss.s |
 BJ4238| BJ4237 52H001                              APPROX. 1.6 KM 1061915.5 |
 BJ4238|---------------------------------------------------------------------|
 BJ4238
 BJ4238                          SUPERSEDED SURVEY CONTROL
 BJ4238
 BJ4238  NAD 83(1986)-  30 28 50.31523(N)    090 14 41.73405(W) AD(       ) 2
 BJ4238  NAD 27      -  30 28 49.62322(N)    090 14 41.43827(W) AD(       ) 2
 BJ4238  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 BJ4238
 BJ4238.Superseded values are not recommended for survey control.
 BJ4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4238.See file dsdata.txt to determine how the superseded data were derived.
 BJ4238
 BJ4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6448075273(NAD 83)
 BJ4238_MARKER: DD = SURVEY DISK
 BJ4238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4238_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4238+STABILITY: SURFACE MOTION
 BJ4238
 BJ4238  HISTORY     - Date     Condition        Report By
 BJ4238  HISTORY     - 1976     MONUMENTED       LADTD
 BJ4238  HISTORY     - 1986     GOOD             LADTD
 BJ4238
 BJ4238                          STATION DESCRIPTION
 BJ4238
 BJ4238'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 BJ4238'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF GOODBEE
 BJ4238'AND 6 MILES SOUTHEAST OF ROBERT.  THE STATION MARK IS SET ON
 BJ4238'DEPARTMENT OF HIGHWAYS PROPERTY NEAR A FENCE AND NORTH OF THE
 BJ4238'HIGHWAY.
 BJ4238'
 BJ4238'TO REACH THE STATION FROM THE INTERCHANGE ON STATE HIGHWAY 1077
 BJ4238'AND INTERSTATE 12, ABOUT 3.2 MILES SOUTH OF GOODBEE, DRIVE
 BJ4238'WEST ALONG INTERSTATE 12 FOR 4.4 MILES TO THE STATION MARK
 BJ4238'ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR A FENCE.
 BJ4238'
 BJ4238'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4238'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4238'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4238'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BJ4238'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4238'STAMPED 53H012 1976.  THE MARK IS 222 FEET EAST-SOUTHEAST OF A
 BJ4238'CONCRETE RIGHT-OF-WAY MARKER, 103 FEET NORTH OF THE WEST BOUND
 BJ4238'LANE ON INTERSTATE 12, 2.5 FEET SOUTH OF A FENCE, 2 FEET NORTH
 BJ4238'OF A METAL WITNESS POST AND SIGN AND AT CONSTRUCTION STATION
 BJ4238'906+50.
 BJ4238
 BJ4238                          STATION RECOVERY (1986)
 BJ4238
 BJ4238'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ4238'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1603 ***********************************************************************
 CP1603  DESIGNATION -  54 V 1
 CP1603  PID         -  CP1603
 CP1603  STATE/COUNTY-  LA/TENSAS
 CP1603  USGS QUAD   -  NEWELLTON (1994)
 CP1603
 CP1603                         *CURRENT SURVEY CONTROL
 CP1603  ___________________________________________________________________
 CP1603* NAD 83(1986)-  32 07 12.     (N)    091 12 25.     (W)     SCALED    
 CP1603* NAVD 88     -        25.35   (+/-2cm)      83.2    (feet)  VERTCON   
 CP1603  ___________________________________________________________________
 CP1603  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1603
 CP1603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1603
 CP1603.The horizontal coordinates were scaled from a topographic map and have
 CP1603.an estimated accuracy of +/- 6 seconds.
 CP1603
 CP1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1603.The vertical order pertains to the NGVD 29 superseded value.
 CP1603
 CP1603.The geoid height was determined by GEOID03.
 CP1603
 CP1603;                    North         East    Units  Estimated Accuracy
 CP1603;SPC LA N     -   180,350.    1,122,010.      MT  (+/- 180 meters Scaled)
 CP1603
 CP1603                          SUPERSEDED SURVEY CONTROL
 CP1603
 CP1603  NGVD 29 (??/??/92)   25.371  (m)           83.24   (f) ADJ UNCH    2 0
 CP1603
 CP1603.Superseded values are not recommended for survey control.
 CP1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1603.See file dsdata.txt to determine how the superseded data were derived.
 CP1603
 CP1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR691551(NAD 83)
 CP1603_MARKER: DB = BENCH MARK DISK
 CP1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1603_STAMPING: 54V1 1970
 CP1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1603+STABILITY: SURFACE MOTION
 CP1603
 CP1603  HISTORY     - Date     Condition        Report By
 CP1603  HISTORY     - 1970     MONUMENTED       LADH
 CP1603  HISTORY     - 1975     GOOD             LADTD
 CP1603
 CP1603                          STATION DESCRIPTION
 CP1603
 CP1603'DESCRIBED BY LA TRANSP AND DEV 1975
 CP1603'4.60 MI N FROM NEWELLTON.
 CP1603'ABOUT 0.45 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1603'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1603'AND 605.  THENCE ABOUT 3.35 MILES NORTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1603'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608.  THENCE ABOUT 0.80
 CP1603'MILES EAST ALONG LOUISIANA HIGHWAY 608.  IT IS 80.3 FEET NORTH OF THE
 CP1603'CENTERLINE OF LOUISIANA HIGHWAY 608, 34.7 FEET NORTHEAST OF A 20-INCH
 CP1603'PECAN TREE, 39.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST OF A
 CP1603'BARBED WIRE FENCE LOCATED ON THE WEST BOUNDARY OF A CEMETERY. SET IN
 CP1603'TOP A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  A STEEL
 CP1603'WITNESS POST IS SET 1.0 FOOT SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1593 ***********************************************************************
 CP1593  DESIGNATION -  54 V 10
 CP1593  PID         -  CP1593
 CP1593  STATE/COUNTY-  LA/TENSAS
 CP1593  USGS QUAD   -  NEWELLTON (1994)
 CP1593
 CP1593                         *CURRENT SURVEY CONTROL
 CP1593  ___________________________________________________________________
 CP1593* NAD 83(1986)-  32 06 18.     (N)    091 14 53.     (W)     SCALED    
 CP1593* NAVD 88     -        23.70   (+/-2cm)      77.8    (feet)  VERTCON   
 CP1593  ___________________________________________________________________
 CP1593  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1593
 CP1593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1593
 CP1593.The horizontal coordinates were scaled from a topographic map and have
 CP1593.an estimated accuracy of +/- 6 seconds.
 CP1593
 CP1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1593.The vertical order pertains to the NGVD 29 superseded value.
 CP1593
 CP1593.The geoid height was determined by GEOID03.
 CP1593
 CP1593;                    North         East    Units  Estimated Accuracy
 CP1593;SPC LA N     -   178,640.    1,118,150.      MT  (+/- 180 meters Scaled)
 CP1593
 CP1593                          SUPERSEDED SURVEY CONTROL
 CP1593
 CP1593  NGVD 29 (??/??/92)   23.725  (m)           77.84   (f) ADJ UNCH    2 0
 CP1593
 CP1593.Superseded values are not recommended for survey control.
 CP1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1593.See file dsdata.txt to determine how the superseded data were derived.
 CP1593
 CP1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR653534(NAD 83)
 CP1593_MARKER: DB = BENCH MARK DISK
 CP1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1593_STAMPING: 54V10 1970
 CP1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1593+STABILITY: SURFACE MOTION
 CP1593
 CP1593  HISTORY     - Date     Condition        Report By
 CP1593  HISTORY     - 1970     MONUMENTED       LADH
 CP1593  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1593
 CP1593                          STATION DESCRIPTION
 CP1593
 CP1593'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP1593'3.5 MI NW FROM NEWELLTON.
 CP1593'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1593'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1593'DIRECTION ALONG U.S. HIGHWAY 65, 2.7 MILES TO THE MARK.  IT IS 82.0
 CP1593'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 5.0 FEET SOUTHWEST OF
 CP1593'A 14 INCH PINE TREE, 27.0 FEET NORTHEAST OF A 14 INCH PINE TREE.  SET
 CP1593'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL
 CP1593'WITNESS POST IS SET 2.0 FEET WEST OF THE MARK.
 CP1593
 CP1593                          STATION RECOVERY (1984)
 CP1593
 CP1593'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1662 ***********************************************************************
 CP1662  DESIGNATION -  54 V 100
 CP1662  PID         -  CP1662
 CP1662  STATE/COUNTY-  LA/TENSAS
 CP1662  USGS QUAD   -  TENSAS BLUFF (1987)
 CP1662
 CP1662                         *CURRENT SURVEY CONTROL
 CP1662  ___________________________________________________________________
 CP1662* NAD 83(1986)-  32 09 48.     (N)    091 24 00.     (W)     SCALED    
 CP1662* NAVD 88     -        22.20   (+/-2cm)      72.8    (feet)  VERTCON   
 CP1662  ___________________________________________________________________
 CP1662  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1662
 CP1662  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1662
 CP1662.The horizontal coordinates were scaled from a topographic map and have
 CP1662.an estimated accuracy of +/- 6 seconds.
 CP1662
 CP1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1662.The vertical order pertains to the NGVD 29 superseded value.
 CP1662
 CP1662.The geoid height was determined by GEOID03.
 CP1662
 CP1662;                    North         East    Units  Estimated Accuracy
 CP1662;SPC LA N     -   184,950.    1,103,750.      MT  (+/- 180 meters Scaled)
 CP1662
 CP1662                          SUPERSEDED SURVEY CONTROL
 CP1662
 CP1662  NGVD 29 (??/??/92)   22.219  (m)           72.90   (f) ADJ UNCH    2 1
 CP1662
 CP1662.Superseded values are not recommended for survey control.
 CP1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1662.See file dsdata.txt to determine how the superseded data were derived.
 CP1662
 CP1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR508596(NAD 83)
 CP1662_MARKER: DB = BENCH MARK DISK
 CP1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1662_STAMPING: 54V100 1974
 CP1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1662+STABILITY: SURFACE MOTION
 CP1662
 CP1662  HISTORY     - Date     Condition        Report By
 CP1662  HISTORY     - 1974     MONUMENTED       LADH
 CP1662
 CP1662                          STATION DESCRIPTION
 CP1662
 CP1662'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1662'15.55 MI NW FROM NEWELLTON.
 CP1662'ABOUT 9.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1662'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1662'AND 888.  THENCE ABOUT 5.70 MILES NORTH ALONG LOUISIANA HIGHWAY 888.
 CP1662'IT IS SET IN THE EDGE OF A CULTIVATED FIELD, 54.5 FEET SOUTH OF THE
 CP1662'CENTERLINE OF LOUISIANA HIGHWAY 888, 0.9 FOOT NORTH OF A POWER POLE.
 CP1662'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A
 CP1662'STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.  SECTION 25, T
 CP1662'14N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1663 ***********************************************************************
 CP1663  DESIGNATION -  54 V 101
 CP1663  PID         -  CP1663
 CP1663  STATE/COUNTY-  LA/TENSAS
 CP1663  USGS QUAD   -  TENSAS BLUFF (1987)
 CP1663
 CP1663                         *CURRENT SURVEY CONTROL
 CP1663  ___________________________________________________________________
 CP1663* NAD 83(1986)-  32 09 27.     (N)    091 24 16.     (W)     SCALED    
 CP1663* NAVD 88     -        22.33   (+/-2cm)      73.3    (feet)  VERTCON   
 CP1663  ___________________________________________________________________
 CP1663  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1663
 CP1663  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1663
 CP1663.The horizontal coordinates were scaled from a topographic map and have
 CP1663.an estimated accuracy of +/- 6 seconds.
 CP1663
 CP1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1663.The vertical order pertains to the NGVD 29 superseded value.
 CP1663
 CP1663.The geoid height was determined by GEOID03.
 CP1663
 CP1663;                    North         East    Units  Estimated Accuracy
 CP1663;SPC LA N     -   184,300.    1,103,340.      MT  (+/- 180 meters Scaled)
 CP1663
 CP1663                          SUPERSEDED SURVEY CONTROL
 CP1663
 CP1663  NGVD 29 (??/??/92)   22.345  (m)           73.31   (f) ADJ UNCH    2 1
 CP1663
 CP1663.Superseded values are not recommended for survey control.
 CP1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1663.See file dsdata.txt to determine how the superseded data were derived.
 CP1663
 CP1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR504590(NAD 83)
 CP1663_MARKER: DB = BENCH MARK DISK
 CP1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1663_STAMPING: 54V101 1974
 CP1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1663+STABILITY: SURFACE MOTION
 CP1663
 CP1663  HISTORY     - Date     Condition        Report By
 CP1663  HISTORY     - 1974     MONUMENTED       LADH
 CP1663
 CP1663                          STATION DESCRIPTION
 CP1663
 CP1663'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1663'14.90 MI NW FROM NEWELLTON.
 CP1663'ABOUT 9.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1663'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1663'AND 888.  THENCE ABOUT 5.10 MILES NORTH ALONG LOUISIANA HIGHWAY 888.
 CP1663'IT IS SET AT THE EDGE OF A CULTIVATED FIELD, 84.0 FEET EAST OF THE
 CP1663'CENTERLINE OF LOUISIANA HIGHWAY 888, 0.9 FOOT SOUTHWEST OF A POWER
 CP1663'POLE, 51.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MARTIN CHAPEL
 CP1663'A.M.E. CHURCH.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CP1663'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.4 FEET WEST OF THE
 CP1663'MARK.  SECTION 36, T 14N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1664 ***********************************************************************
 CP1664  DESIGNATION -  54 V 102
 CP1664  PID         -  CP1664
 CP1664  STATE/COUNTY-  LA/TENSAS
 CP1664  USGS QUAD   -  TENSAS BLUFF (1987)
 CP1664
 CP1664                         *CURRENT SURVEY CONTROL
 CP1664  ___________________________________________________________________
 CP1664* NAD 83(1986)-  32 08 43.     (N)    091 24 18.     (W)     SCALED    
 CP1664* NAVD 88     -        21.20   (+/-2cm)      69.6    (feet)  VERTCON   
 CP1664  ___________________________________________________________________
 CP1664  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1664
 CP1664  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1664
 CP1664.The horizontal coordinates were scaled from a topographic map and have
 CP1664.an estimated accuracy of +/- 6 seconds.
 CP1664
 CP1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1664.The vertical order pertains to the NGVD 29 superseded value.
 CP1664
 CP1664.The geoid height was determined by GEOID03.
 CP1664
 CP1664;                    North         East    Units  Estimated Accuracy
 CP1664;SPC LA N     -   182,940.    1,103,300.      MT  (+/- 180 meters Scaled)
 CP1664
 CP1664                          SUPERSEDED SURVEY CONTROL
 CP1664
 CP1664  NGVD 29 (??/??/92)   21.212  (m)           69.59   (f) ADJ UNCH    2 1
 CP1664
 CP1664.Superseded values are not recommended for survey control.
 CP1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1664.See file dsdata.txt to determine how the superseded data were derived.
 CP1664
 CP1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR504576(NAD 83)
 CP1664_MARKER: DB = BENCH MARK DISK
 CP1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1664_STAMPING: 54V102 1974
 CP1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1664+STABILITY: SURFACE MOTION
 CP1664
 CP1664  HISTORY     - Date     Condition        Report By
 CP1664  HISTORY     - 1974     MONUMENTED       LADH
 CP1664
 CP1664                          STATION DESCRIPTION
 CP1664
 CP1664'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1664'14.05 MI NW FROM NEWELLTON.
 CP1664'ABOUT 9.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1664'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1664'AND 888.  THENCE ABOUT 4.20 MILES NORTH ALONG LOUISIANA HIGHWAY 888.
 CP1664'IT IS SET IN THE EDGE OF A CULTIVATED FIELD, 125.6 FEET WEST OF THE
 CP1664'CENTERLINE OF LOUISIANA HIGHWAY 888, 3.0 FEET WEST OF A 18-INCH RED
 CP1664'OAK, 81.6 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME RESIDENCE. SET
 CP1664'IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  A STEEL
 CP1664'WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.  SECTION 36, T 14N, R
 CP1664'10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1665 ***********************************************************************
 CP1665  DESIGNATION -  54 V 103
 CP1665  PID         -  CP1665
 CP1665  STATE/COUNTY-  LA/TENSAS
 CP1665  USGS QUAD   -  TENSAS BLUFF (1987)
 CP1665
 CP1665                         *CURRENT SURVEY CONTROL
 CP1665  ___________________________________________________________________
 CP1665* NAD 83(1986)-  32 08 09.     (N)    091 23 43.     (W)     SCALED    
 CP1665* NAVD 88     -        21.27   (+/-2cm)      69.8    (feet)  VERTCON   
 CP1665  ___________________________________________________________________
 CP1665  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1665
 CP1665  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1665
 CP1665.The horizontal coordinates were scaled from a topographic map and have
 CP1665.an estimated accuracy of +/- 6 seconds.
 CP1665
 CP1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1665.The vertical order pertains to the NGVD 29 superseded value.
 CP1665
 CP1665.The geoid height was determined by GEOID03.
 CP1665
 CP1665;                    North         East    Units  Estimated Accuracy
 CP1665;SPC LA N     -   181,910.    1,104,230.      MT  (+/- 180 meters Scaled)
 CP1665
 CP1665                          SUPERSEDED SURVEY CONTROL
 CP1665
 CP1665  NGVD 29 (??/??/92)   21.285  (m)           69.83   (f) ADJ UNCH    2 1
 CP1665
 CP1665.Superseded values are not recommended for survey control.
 CP1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1665.See file dsdata.txt to determine how the superseded data were derived.
 CP1665
 CP1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR513566(NAD 83)
 CP1665_MARKER: DB = BENCH MARK DISK
 CP1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1665_STAMPING: 54V103 1974
 CP1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1665+STABILITY: SURFACE MOTION
 CP1665
 CP1665  HISTORY     - Date     Condition        Report By
 CP1665  HISTORY     - 1974     MONUMENTED       LADH
 CP1665
 CP1665                          STATION DESCRIPTION
 CP1665
 CP1665'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1665'13.15 MI NW FROM NEWELLTON.
 CP1665'ABOUT 9.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1665'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1665'AND 888.  THENCE ABOUT 3.30 MILES NORTH ALONG LOUISIANA HIGHWAY 888.
 CP1665'IT IS 60.0 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 888,
 CP1665'26.2 FEET SOUTH OF A LOUISIANA DEPARTMENT OF HIGHWAYS CONCRETE
 CP1665'RIGHT-OF-WAY MARKER, 24.0 FEET SOUTHWEST OF A POWER POLE, 13.5 FEET
 CP1665'SOUTHWEST OF A GUY WIRE ANCHOR.  SET IN TOP OF A CONCRETE POST
 CP1665'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.3
 CP1665'FEET SOUTHWEST OF THE MARK.  SECTION 1, T 13N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1666 ***********************************************************************
 CP1666  DESIGNATION -  54 V 104
 CP1666  PID         -  CP1666
 CP1666  STATE/COUNTY-  LA/TENSAS
 CP1666  USGS QUAD   -  NEWLIGHT (1987)
 CP1666
 CP1666                         *CURRENT SURVEY CONTROL
 CP1666  ___________________________________________________________________
 CP1666* NAD 83(1986)-  32 07 15.     (N)    091 23 42.     (W)     SCALED    
 CP1666* NAVD 88     -        21.49   (+/-2cm)      70.5    (feet)  VERTCON   
 CP1666  ___________________________________________________________________
 CP1666  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1666
 CP1666  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1666
 CP1666.The horizontal coordinates were scaled from a topographic map and have
 CP1666.an estimated accuracy of +/- 6 seconds.
 CP1666
 CP1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1666.The vertical order pertains to the NGVD 29 superseded value.
 CP1666
 CP1666.The geoid height was determined by GEOID03.
 CP1666
 CP1666;                    North         East    Units  Estimated Accuracy
 CP1666;SPC LA N     -   180,240.    1,104,270.      MT  (+/- 180 meters Scaled)
 CP1666
 CP1666                          SUPERSEDED SURVEY CONTROL
 CP1666
 CP1666  NGVD 29 (??/??/92)   21.505  (m)           70.55   (f) ADJ UNCH    2 1
 CP1666
 CP1666.Superseded values are not recommended for survey control.
 CP1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1666.See file dsdata.txt to determine how the superseded data were derived.
 CP1666
 CP1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR514549(NAD 83)
 CP1666_MARKER: DB = BENCH MARK DISK
 CP1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1666_STAMPING: 54V104 1974
 CP1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1666+STABILITY: SURFACE MOTION
 CP1666
 CP1666  HISTORY     - Date     Condition        Report By
 CP1666  HISTORY     - 1974     MONUMENTED       LADH
 CP1666
 CP1666                          STATION DESCRIPTION
 CP1666
 CP1666'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1666'12.15 MI NW FROM NEWELLTON.
 CP1666'ABOUT 9.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1666'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1666'AND 888.  THENCE ABOUT 2.30 MILES NORTH ALONG LOUISIANA HIGHWAY 888.
 CP1666'IT IS 104.0 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 888, 68.0
 CP1666'FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A COMBINATION MESH AND
 CP1666'BARBED WIRE FENCE, 39.0 FEET NORTH OF A 36-INCH FORKED WATER LOCUST.
 CP1666'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A
 CP1666'STEEL WITNESS POST IS SET 1.1 FEET WEST OF THE MARK. SECTION 12, T
 CP1666'13N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1667 ***********************************************************************
 CP1667  DESIGNATION -  54 V 105
 CP1667  PID         -  CP1667
 CP1667  STATE/COUNTY-  LA/TENSAS
 CP1667  USGS QUAD   -  NEWLIGHT (1987)
 CP1667
 CP1667                         *CURRENT SURVEY CONTROL
 CP1667  ___________________________________________________________________
 CP1667* NAD 83(1986)-  32 06 24.     (N)    091 23 44.     (W)     SCALED    
 CP1667* NAVD 88     -        20.63   (+/-2cm)      67.7    (feet)  VERTCON   
 CP1667  ___________________________________________________________________
 CP1667  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1667
 CP1667  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1667
 CP1667.The horizontal coordinates were scaled from a topographic map and have
 CP1667.an estimated accuracy of +/- 6 seconds.
 CP1667
 CP1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1667.The vertical order pertains to the NGVD 29 superseded value.
 CP1667
 CP1667.The geoid height was determined by GEOID03.
 CP1667
 CP1667;                    North         East    Units  Estimated Accuracy
 CP1667;SPC LA N     -   178,670.    1,104,230.      MT  (+/- 180 meters Scaled)
 CP1667
 CP1667                          SUPERSEDED SURVEY CONTROL
 CP1667
 CP1667  NGVD 29 (??/??/92)   20.646  (m)           67.74   (f) ADJ UNCH    2 1
 CP1667
 CP1667.Superseded values are not recommended for survey control.
 CP1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1667.See file dsdata.txt to determine how the superseded data were derived.
 CP1667
 CP1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR513533(NAD 83)
 CP1667_MARKER: DB = BENCH MARK DISK
 CP1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1667_STAMPING: 54V105 1974
 CP1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1667+STABILITY: SURFACE MOTION
 CP1667
 CP1667  HISTORY     - Date     Condition        Report By
 CP1667  HISTORY     - 1974     MONUMENTED       LADH
 CP1667
 CP1667                          STATION DESCRIPTION
 CP1667
 CP1667'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1667'11.05 MI NW FROM NEWELLTON.
 CP1667'ABOUT 9.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1667'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1667'AND 888.  THENCE ABOUT 1.20 MILES NORTH ALONG LOUISIANA HIGHWAY 888.
 CP1667'IT IS 76.0 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 888, 31.5
 CP1667'FEET SOUTH OF A FENCE CORNER, 2.0 FEET SOUTHEAST OF A COMBINATION MESH
 CP1667'AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 3
 CP1667'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT
 CP1667'NORTHEAST OF THE MARK.  SECTION 13, T 13N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1704 ***********************************************************************
 CP1704  DESIGNATION -  54 V 106
 CP1704  PID         -  CP1704
 CP1704  STATE/COUNTY-  LA/TENSAS
 CP1704  USGS QUAD   -  NEWELLTON (1994)
 CP1704
 CP1704                         *CURRENT SURVEY CONTROL
 CP1704  ___________________________________________________________________
 CP1704* NAD 83(1986)-  32 03 49.     (N)    091 13 46.     (W)     SCALED    
 CP1704* NAVD 88     -        25.05   (+/-2cm)      82.2    (feet)  VERTCON   
 CP1704  ___________________________________________________________________
 CP1704  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1704
 CP1704  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1704
 CP1704.The horizontal coordinates were scaled from a topographic map and have
 CP1704.an estimated accuracy of +/- 6 seconds.
 CP1704
 CP1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1704.The vertical order pertains to the NGVD 29 superseded value.
 CP1704
 CP1704.The geoid height was determined by GEOID03.
 CP1704
 CP1704;                    North         East    Units  Estimated Accuracy
 CP1704;SPC LA N     -   174,070.    1,119,960.      MT  (+/- 180 meters Scaled)
 CP1704
 CP1704                          SUPERSEDED SURVEY CONTROL
 CP1704
 CP1704  NGVD 29 (??/??/92)   25.067  (m)           82.24   (f) ADJ UNCH    2 1
 CP1704
 CP1704.Superseded values are not recommended for survey control.
 CP1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1704.See file dsdata.txt to determine how the superseded data were derived.
 CP1704
 CP1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR671488(NAD 83)
 CP1704_MARKER: DB = BENCH MARK DISK
 CP1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1704_STAMPING: 54V106 1974
 CP1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1704+STABILITY: SURFACE MOTION
 CP1704
 CP1704  HISTORY     - Date     Condition        Report By
 CP1704  HISTORY     - 1974     MONUMENTED       LADH
 CP1704
 CP1704                          STATION DESCRIPTION
 CP1704
 CP1704'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1704'0.45 MI NE FROM NEWELLTON.
 CP1704'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1704'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1704'AND 605.  THENCE ABOUT 0.80 MILE SOUTH ALONG LOUISIANA HIGHWAY 605. IT
 CP1704'IS 68.4 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 50.0
 CP1704'FEET WEST OF A POWER POLE, 1.6 FEET SOUTH OF A POWER POLE, 76.5 FEET
 CP1704'SOUTH OF THE SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE ON PROPERTY
 CP1704'LEASED BY MCDONALD BROTHERS.  SET IN TOP OF A CONCRETE POST PROJECTING
 CP1704'2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.3 FEET
 CP1704'SOUTHEAST OF THE MARK.  SECTION 2, T 13N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1705 ***********************************************************************
 CP1705  DESIGNATION -  54 V 107
 CP1705  PID         -  CP1705
 CP1705  STATE/COUNTY-  LA/TENSAS
 CP1705  USGS QUAD   -  NEWELLTON (1994)
 CP1705
 CP1705                         *CURRENT SURVEY CONTROL
 CP1705  ___________________________________________________________________
 CP1705* NAD 83(1986)-  32 03 05.     (N)    091 13 23.     (W)     SCALED    
 CP1705* NAVD 88     -        24.85   (+/-2cm)      81.5    (feet)  VERTCON   
 CP1705  ___________________________________________________________________
 CP1705  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1705
 CP1705  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1705
 CP1705.The horizontal coordinates were scaled from a topographic map and have
 CP1705.an estimated accuracy of +/- 6 seconds.
 CP1705
 CP1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1705.The vertical order pertains to the NGVD 29 superseded value.
 CP1705
 CP1705.The geoid height was determined by GEOID03.
 CP1705
 CP1705;                    North         East    Units  Estimated Accuracy
 CP1705;SPC LA N     -   172,720.    1,120,580.      MT  (+/- 180 meters Scaled)
 CP1705
 CP1705                          SUPERSEDED SURVEY CONTROL
 CP1705
 CP1705  NGVD 29 (??/??/92)   24.865  (m)           81.58   (f) ADJ UNCH    2 1
 CP1705
 CP1705.Superseded values are not recommended for survey control.
 CP1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1705.See file dsdata.txt to determine how the superseded data were derived.
 CP1705
 CP1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR677475(NAD 83)
 CP1705_MARKER: DB = BENCH MARK DISK
 CP1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1705_STAMPING: 54V107 1974
 CP1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1705+STABILITY: SURFACE MOTION
 CP1705
 CP1705  HISTORY     - Date     Condition        Report By
 CP1705  HISTORY     - 1974     MONUMENTED       LADH
 CP1705
 CP1705                          STATION DESCRIPTION
 CP1705
 CP1705'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1705'0.45 MI NE FROM NEWELLTON.
 CP1705'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1705'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1705'AND 605.  THENCE ABOUT 1.70 MILES SOUTH ALONG LOUISIANA HIGHWAY 605.
 CP1705'IT IS 139.4 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605,
 CP1705'2.5 FEET NORTH OF THE NORTHEAST CORNER OF AN OFFICE BUILDING BELONGING
 CP1705'TO CYPRESS GROVE PLANTATION, 152.0 FEET EAST OF THE SOUTHWEST CORNER
 CP1705'OF AN EQUIPMENT SHED.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH
 CP1705'THE GROUND.  A STEEL WITNESS POST IS SET 1.3 FEET SOUTHWEST OF THE
 CP1705'MARK.  SECTION 3, T 12N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1713 ***********************************************************************
 CP1713  DESIGNATION -  54 V 108
 CP1713  PID         -  CP1713
 CP1713  STATE/COUNTY-  LA/TENSAS
 CP1713  USGS QUAD   -  NEWELLTON (1994)
 CP1713
 CP1713                         *CURRENT SURVEY CONTROL
 CP1713  ___________________________________________________________________
 CP1713* NAD 83(1986)-  32 00 36.     (N)    091 14 41.     (W)     SCALED    
 CP1713* NAVD 88     -        21.78   (+/-2cm)      71.5    (feet)  VERTCON   
 CP1713  ___________________________________________________________________
 CP1713  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1713
 CP1713  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1713
 CP1713.The horizontal coordinates were scaled from a topographic map and have
 CP1713.an estimated accuracy of +/- 6 seconds.
 CP1713
 CP1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1713.The vertical order pertains to the NGVD 29 superseded value.
 CP1713
 CP1713.The geoid height was determined by GEOID03.
 CP1713
 CP1713;                    North         East    Units  Estimated Accuracy
 CP1713;SPC LA N     -   168,110.    1,118,590.      MT  (+/- 180 meters Scaled)
 CP1713
 CP1713                          SUPERSEDED SURVEY CONTROL
 CP1713
 CP1713  NGVD 29 (??/??/92)   21.801  (m)           71.53   (f) ADJ UNCH    2 1
 CP1713
 CP1713.Superseded values are not recommended for survey control.
 CP1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1713.See file dsdata.txt to determine how the superseded data were derived.
 CP1713
 CP1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR657428(NAD 83)
 CP1713_MARKER: DB = BENCH MARK DISK
 CP1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1713_STAMPING: 54V108 1974
 CP1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1713+STABILITY: SURFACE MOTION
 CP1713
 CP1713  HISTORY     - Date     Condition        Report By
 CP1713  HISTORY     - 1974     MONUMENTED       LADH
 CP1713
 CP1713                          STATION DESCRIPTION
 CP1713
 CP1713'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1713'6.10 MI S FROM NEWELLTON.
 CP1713'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1713'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1713'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1713'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. THENCE ABOUT 2.85
 CP1713'MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF
 CP1713'LOUISIANA HIGHWAYS 605 AND 604.  THENCE ABOUT 0.05 MILE SOUTHEAST
 CP1713'ALONG LOUISIANA HIGHWAY 604.  IT IS 115.5 FEET NORTH OF THE CENTERLINE
 CP1713'OF LOUISIANA HIGHWAY 604, 1.8 FEET EAST OF A POWER POLE, 37.0 FEET
 CP1713'EAST OF THE NORTHEAST CORNER OF A WOOD FRAME STORE BUILDING, 18.6 FEET
 CP1713'NORTHWEST OF THE NORTHWEST CORNER OF A WOOD GARAGE BUILDING ON
 CP1713'PROPERTY OWNED BY JAMES WILKERSON.  SET IN TOP OF A CONCRETE POST
 CP1713'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.3
 CP1713'FEET NORTHEAST OF THE MARK.  SECTION 22, T 12N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1714 ***********************************************************************
 CP1714  DESIGNATION -  54 V 109
 CP1714  PID         -  CP1714
 CP1714  STATE/COUNTY-  LA/TENSAS
 CP1714  USGS QUAD   -  NEWELLTON (1994)
 CP1714
 CP1714                         *CURRENT SURVEY CONTROL
 CP1714  ___________________________________________________________________
 CP1714* NAD 83(1986)-  32 00 36.     (N)    091 13 45.     (W)     SCALED    
 CP1714* NAVD 88     -        21.98   (+/-2cm)      72.1    (feet)  VERTCON   
 CP1714  ___________________________________________________________________
 CP1714  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1714
 CP1714  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1714
 CP1714.The horizontal coordinates were scaled from a topographic map and have
 CP1714.an estimated accuracy of +/- 6 seconds.
 CP1714
 CP1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1714.The vertical order pertains to the NGVD 29 superseded value.
 CP1714
 CP1714.The geoid height was determined by GEOID03.
 CP1714
 CP1714;                    North         East    Units  Estimated Accuracy
 CP1714;SPC LA N     -   168,130.    1,120,060.      MT  (+/- 180 meters Scaled)
 CP1714
 CP1714                          SUPERSEDED SURVEY CONTROL
 CP1714
 CP1714  NGVD 29 (??/??/92)   21.995  (m)           72.16   (f) ADJ UNCH    2 1
 CP1714
 CP1714.Superseded values are not recommended for survey control.
 CP1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1714.See file dsdata.txt to determine how the superseded data were derived.
 CP1714
 CP1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR672429(NAD 83)
 CP1714_MARKER: DB = BENCH MARK DISK
 CP1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1714_STAMPING: 54V109 1974
 CP1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1714+STABILITY: SURFACE MOTION
 CP1714
 CP1714  HISTORY     - Date     Condition        Report By
 CP1714  HISTORY     - 1974     MONUMENTED       LADH
 CP1714
 CP1714                          STATION DESCRIPTION
 CP1714
 CP1714'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1714'7.15 MI S FROM NEWELLTON.
 CP1714'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1714'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1714'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1714'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. THENCE ABOUT 2.85
 CP1714'MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF
 CP1714'LOUISIANA HIGHWAYS 605 AND 604.  THENCE ABOUT 1.10 MILES SOUTHEAST
 CP1714'ALONG LOUISIANA HIGHWAY 604.  IT IS 197.0 FEET SOUTHEAST OF THE
 CP1714'CENTERLINE OF LOUISIANA HIGHWAY 604, 79.3 FEET SOUTHWEST OF THE
 CP1714'SOUTHEAST CORNER OF A BRICK HOUSE BELONGING TO JIMMY ADAMS, 4.0 FEET
 CP1714'SOUTH OF THE SOUTHEAST CORNER OF A WOOD UTILITY SHED. SET IN TOP OF A
 CP1714'CONCRETE POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET
 CP1714'1.2 FEET WEST OF THE MARK.  SECTION 22, T 12N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1592 ***********************************************************************
 CP1592  DESIGNATION -  54 V 11
 CP1592  PID         -  CP1592
 CP1592  STATE/COUNTY-  LA/TENSAS
 CP1592  USGS QUAD   -  SARANAC (1994)
 CP1592
 CP1592                         *CURRENT SURVEY CONTROL
 CP1592  ___________________________________________________________________
 CP1592* NAD 83(1986)-  32 05 33.     (N)    091 15 07.     (W)     SCALED    
 CP1592* NAVD 88     -        23.68   (+/-2cm)      77.7    (feet)  VERTCON   
 CP1592  ___________________________________________________________________
 CP1592  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1592
 CP1592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1592
 CP1592.The horizontal coordinates were scaled from a topographic map and have
 CP1592.an estimated accuracy of +/- 6 seconds.
 CP1592
 CP1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1592.The vertical order pertains to the NGVD 29 superseded value.
 CP1592
 CP1592.The geoid height was determined by GEOID03.
 CP1592
 CP1592;                    North         East    Units  Estimated Accuracy
 CP1592;SPC LA N     -   177,250.    1,117,800.      MT  (+/- 180 meters Scaled)
 CP1592
 CP1592                          SUPERSEDED SURVEY CONTROL
 CP1592
 CP1592  NGVD 29 (??/??/92)   23.695  (m)           77.74   (f) ADJ UNCH    2 0
 CP1592
 CP1592.Superseded values are not recommended for survey control.
 CP1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1592.See file dsdata.txt to determine how the superseded data were derived.
 CP1592
 CP1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR649520(NAD 83)
 CP1592_MARKER: DB = BENCH MARK DISK
 CP1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1592_STAMPING: 54V11 1970
 CP1592_MARK LOGO: LADH  
 CP1592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1592+STABILITY: SURFACE MOTION
 CP1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1592+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 CP1592
 CP1592  HISTORY     - Date     Condition        Report By
 CP1592  HISTORY     - 1970     MONUMENTED       LADH
 CP1592  HISTORY     - 19891101 GOOD             LADTD
 CP1592
 CP1592                          STATION DESCRIPTION
 CP1592
 CP1592'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP1592'2.5 MI NW FROM NEWELLTON.
 CP1592'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1592'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1592'DIRECTION ALONG U.S. HIGHWAY 65, 1.7 MILES TO THE MARK.  IT IS 70.0
 CP1592'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 100.0 FEET NORTH OF
 CP1592'THE CENTERLINE OF A FIELD ROAD, 2.0 FEET WEST OF AN 8 INCH PINE TREE.
 CP1592'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  A
 CP1592'STEEL WITNESS POST IS SET 1.5 FEET WEST OF THE MARK.
 CP1592
 CP1592                          STATION RECOVERY (1989)
 CP1592
 CP1592'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 CP1592'THE STATION IS LOCATED ABOUT 61.2 KM (38.00 MI) SOUTHEAST OF
 CP1592'WINNSBORO, 10.1 KM (6.25 MI) SOUTH OF SOMERSET AND 2.7 KM (1.65 MI)
 CP1592'NORTHWEST OF NEWELLTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP1592'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 CP1592'OF U.S.  HIGHWAY 65 AND STATE HIGHWAY 4 IN WEST NEWELLTON, GO NORTH
 CP1592'FOR 2.7 KM (1.65 MI) ON HIGHWAY 65 TO THE MARK ON THE RIGHT. THE
 CP1592'STATION IS 30.5 M (100.1 FT) NORTH FROM THE CENTER OF A FIELD ROAD,
 CP1592'21.3 M (69.9 FT) EAST FROM THE CENTER OF THE HIGHWAY AND 0.3 M (1.0
 CP1592'FT) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 CP1592'FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 CP1592'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1715 ***********************************************************************
 CP1715  DESIGNATION -  54 V 110
 CP1715  PID         -  CP1715
 CP1715  STATE/COUNTY-  LA/TENSAS
 CP1715  USGS QUAD   -  NEWELLTON (1994)
 CP1715
 CP1715                         *CURRENT SURVEY CONTROL
 CP1715  ___________________________________________________________________
 CP1715* NAD 83(1986)-  32 00 36.     (N)    091 12 44.     (W)     SCALED    
 CP1715* NAVD 88     -        22.72   (+/-2cm)      74.5    (feet)  VERTCON   
 CP1715  ___________________________________________________________________
 CP1715  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1715
 CP1715  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1715
 CP1715.The horizontal coordinates were scaled from a topographic map and have
 CP1715.an estimated accuracy of +/- 6 seconds.
 CP1715
 CP1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1715.The vertical order pertains to the NGVD 29 superseded value.
 CP1715
 CP1715.The geoid height was determined by GEOID03.
 CP1715
 CP1715;                    North         East    Units  Estimated Accuracy
 CP1715;SPC LA N     -   168,140.    1,121,660.      MT  (+/- 180 meters Scaled)
 CP1715
 CP1715                          SUPERSEDED SURVEY CONTROL
 CP1715
 CP1715  NGVD 29 (??/??/92)   22.735  (m)           74.59   (f) ADJ UNCH    2 1
 CP1715
 CP1715.Superseded values are not recommended for survey control.
 CP1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1715.See file dsdata.txt to determine how the superseded data were derived.
 CP1715
 CP1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR688429(NAD 83)
 CP1715_MARKER: DB = BENCH MARK DISK
 CP1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1715_STAMPING: 54V110 1974
 CP1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1715+STABILITY: SURFACE MOTION
 CP1715
 CP1715  HISTORY     - Date     Condition        Report By
 CP1715  HISTORY     - 1974     MONUMENTED       LADH
 CP1715
 CP1715                          STATION DESCRIPTION
 CP1715
 CP1715'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1715'8.20 MI S FROM NEWELLTON.
 CP1715'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1715'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1715'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1715'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. THENCE ABOUT 2.85
 CP1715'MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF
 CP1715'LOUISIANA HIGHWAYS 605 AND 604.  THENCE ABOUT 2.15 MILES SOUTHEAST
 CP1715'ALONG LOUISIANA HIGHWAY 604.  IT IS 190.0 FEET SOUTH OF THE CENTERLINE
 CP1715'OF LOUISIANA HIGHWAY 604, 1.3 FEET NORTH OF A POWER POLE, 1.3 FEET
 CP1715'WEST OF A COMBINATION MESH AND BARBED WIRE FENCE ON THE LAKE GROVE
 CP1715'PLANTATION.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP1715'THE GROUND.  A STEEL WITNESS POST IS SET 1.8 FEET WEST OF THE MARK.
 CP1715'SECTION 10, T 12N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1716 ***********************************************************************
 CP1716  DESIGNATION -  54 V 111
 CP1716  PID         -  CP1716
 CP1716  STATE/COUNTY-  LA/TENSAS
 CP1716  USGS QUAD   -  NEWELLTON (1994)
 CP1716
 CP1716                         *CURRENT SURVEY CONTROL
 CP1716  ___________________________________________________________________
 CP1716* NAD 83(1986)-  32 00 11.     (N)    091 11 48.     (W)     SCALED    
 CP1716* NAVD 88     -        22.16   (+/-2cm)      72.7    (feet)  VERTCON   
 CP1716  ___________________________________________________________________
 CP1716  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1716
 CP1716  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1716
 CP1716.The horizontal coordinates were scaled from a topographic map and have
 CP1716.an estimated accuracy of +/- 6 seconds.
 CP1716
 CP1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1716.The vertical order pertains to the NGVD 29 superseded value.
 CP1716
 CP1716.The geoid height was determined by GEOID03.
 CP1716
 CP1716;                    North         East    Units  Estimated Accuracy
 CP1716;SPC LA N     -   167,390.    1,123,140.      MT  (+/- 180 meters Scaled)
 CP1716
 CP1716                          SUPERSEDED SURVEY CONTROL
 CP1716
 CP1716  NGVD 29 (??/??/92)   22.182  (m)           72.78   (f) ADJ UNCH    2 1
 CP1716
 CP1716.Superseded values are not recommended for survey control.
 CP1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1716.See file dsdata.txt to determine how the superseded data were derived.
 CP1716
 CP1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR703421(NAD 83)
 CP1716_MARKER: DB = BENCH MARK DISK
 CP1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1716_STAMPING: 54V111 1974
 CP1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1716+STABILITY: SURFACE MOTION
 CP1716
 CP1716  HISTORY     - Date     Condition        Report By
 CP1716  HISTORY     - 1974     MONUMENTED       LADH
 CP1716
 CP1716                          STATION DESCRIPTION
 CP1716
 CP1716'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1716'7.80 MI NE FROM ST JOSEPH.
 CP1716'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 CP1716'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 CP1716'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 CP1716'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 CP1716'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 CP1716'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 CP1716'5.05 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 604.  IT IS 280.0 FEET
 CP1716'SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 604, 79.5 FEET
 CP1716'SOUTHEAST OF THE NORTHEAST CORNER OF A WOOD FRAME CAMP HOUSE, 61.3
 CP1716'FEET WEST OF THE NORTHWEST CORNER OF A BRICK AND WOOD FRAME RESIDENCE
 CP1716'BELONGING TO L. W. STINSON, 31.8 FEET NORTH OF THE TOP BANK OF LAKE
 CP1716'BRUIN.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  A
 CP1716'STEEL WITNESS POST IS SET 1.3 FEET NORTHWEST OF THE MARK.  SECTION 30,
 CP1716'T 12N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1717 ***********************************************************************
 CP1717  DESIGNATION -  54 V 112
 CP1717  PID         -  CP1717
 CP1717  STATE/COUNTY-  LA/TENSAS
 CP1717  USGS QUAD   -  NEWELLTON (1994)
 CP1717
 CP1717                         *CURRENT SURVEY CONTROL
 CP1717  ___________________________________________________________________
 CP1717* NAD 83(1986)-  32 00 16.     (N)    091 11 13.     (W)     SCALED    
 CP1717* NAVD 88     -        22.02   (+/-2cm)      72.2    (feet)  VERTCON   
 CP1717  ___________________________________________________________________
 CP1717  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1717
 CP1717  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1717
 CP1717.The horizontal coordinates were scaled from a topographic map and have
 CP1717.an estimated accuracy of +/- 6 seconds.
 CP1717
 CP1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1717.The vertical order pertains to the NGVD 29 superseded value.
 CP1717
 CP1717.The geoid height was determined by GEOID03.
 CP1717
 CP1717;                    North         East    Units  Estimated Accuracy
 CP1717;SPC LA N     -   167,560.    1,124,060.      MT  (+/- 180 meters Scaled)
 CP1717
 CP1717                          SUPERSEDED SURVEY CONTROL
 CP1717
 CP1717  NGVD 29 (??/??/92)   22.043  (m)           72.32   (f) ADJ UNCH    2 1
 CP1717
 CP1717.Superseded values are not recommended for survey control.
 CP1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1717.See file dsdata.txt to determine how the superseded data were derived.
 CP1717
 CP1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR712423(NAD 83)
 CP1717_MARKER: DB = BENCH MARK DISK
 CP1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1717_STAMPING: 54V112 1974
 CP1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1717+STABILITY: SURFACE MOTION
 CP1717
 CP1717  HISTORY     - Date     Condition        Report By
 CP1717  HISTORY     - 1974     MONUMENTED       LADH
 CP1717
 CP1717                          STATION DESCRIPTION
 CP1717
 CP1717'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1717'7.85 MI NE FROM ST JOSEPH.
 CP1717'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 CP1717'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 CP1717'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 CP1717'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 CP1717'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 CP1717'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 CP1717'4.70 MILES NORTH ALONG LOUISIANA HIGHWAY 604 TO THE ENTRANCE OF THE
 CP1717'WINTER QUARTERS HUNTING CLUB.  THENCE ABOUT 0.10 MILE NORTHEAST TO THE
 CP1717'TOP OF THE MISSISSIPPI RIVER LEVEE.  THENCE ABOUT 0.30 MILE NORTHEAST
 CP1717'ALONG THE MISSISSIPPI RIVER LEVEE.  IT IS 197.0 FEET NORTHWEST OF THE
 CP1717'APPROXIMATE CENTER OF THE LEVEE, 182.0 FEET NORTHWEST OF LEVEE STATION
 CP1717'MARKER 5600, 1.6 FEET SOUTHEAST OF A 6-STRAND BARBED WIRE FENCE. SET
 CP1717'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A
 CP1717'STEEL WITNESS POST IS SET 1.6 FEET SOUTHEAST OF THE MARK. SECTION 22,
 CP1717'T 12N, R 13E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0524 ***********************************************************************
 BW0524  DESIGNATION -  54 V 114
 BW0524  PID         -  BW0524
 BW0524  STATE/COUNTY-  LA/TENSAS
 BW0524  USGS QUAD   -  ST JOSEPH (1986)
 BW0524
 BW0524                         *CURRENT SURVEY CONTROL
 BW0524  ___________________________________________________________________
 BW0524* NAD 83(1986)-  31 58 33.     (N)    091 11 14.     (W)     SCALED    
 BW0524* NAVD 88     -        22.77   (+/-2cm)      74.7    (feet)  VERTCON   
 BW0524  ___________________________________________________________________
 BW0524  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0524
 BW0524  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0524
 BW0524.The horizontal coordinates were scaled from a topographic map and have
 BW0524.an estimated accuracy of +/- 6 seconds.
 BW0524
 BW0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0524.The vertical order pertains to the NGVD 29 superseded value.
 BW0524
 BW0524.The geoid height was determined by GEOID03.
 BW0524
 BW0524;                    North         East    Units  Estimated Accuracy
 BW0524;SPC LA N     -   164,380.    1,124,070.      MT  (+/- 180 meters Scaled)
 BW0524
 BW0524                          SUPERSEDED SURVEY CONTROL
 BW0524
 BW0524  NGVD 29 (??/??/92)   22.792  (m)           74.78   (f) ADJ UNCH    2 1
 BW0524
 BW0524.Superseded values are not recommended for survey control.
 BW0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0524.See file dsdata.txt to determine how the superseded data were derived.
 BW0524
 BW0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR712391(NAD 83)
 BW0524_MARKER: DB = BENCH MARK DISK
 BW0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0524_STAMPING: 54V114 1974
 BW0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0524+STABILITY: SURFACE MOTION
 BW0524
 BW0524  HISTORY     - Date     Condition        Report By
 BW0524  HISTORY     - 1974     MONUMENTED       LADH
 BW0524
 BW0524                          STATION DESCRIPTION
 BW0524
 BW0524'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BW0524'5.75 MI NE FROM ST JOSEPH.
 BW0524'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0524'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0524'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 BW0524'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 BW0524'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 BW0524'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 BW0524'3.00 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 604.  IT IS 1331.0 FEET
 BW0524'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 604, 149.5 FEET WEST
 BW0524'OF THE CENTERLINE OF THE MISSISSIPPI RIVER LEVEE, 88.0 FEET NORTH OF
 BW0524'THE NORTHEAST CORNER OF A CATTLE GUARD, 1.5 FEET EAST OF A COMBINATION
 BW0524'MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST SET FLUSH
 BW0524'WITH THE GROUND.  A STEEL WITNESS POST IS SET 0.5 FOOT SOUTHEAST OF
 BW0524'THE MARK.  SECTION 26, T 12N, R 13E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0525 ***********************************************************************
 BW0525  DESIGNATION -  54 V 115
 BW0525  PID         -  BW0525
 BW0525  STATE/COUNTY-  LA/TENSAS
 BW0525  USGS QUAD   -  ST JOSEPH (1986)
 BW0525
 BW0525                         *CURRENT SURVEY CONTROL
 BW0525  ___________________________________________________________________
 BW0525* NAD 83(1986)-  31 57 51.     (N)    091 12 01.     (W)     SCALED    
 BW0525* NAVD 88     -        22.22   (+/-2cm)      72.9    (feet)  VERTCON   
 BW0525  ___________________________________________________________________
 BW0525  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW0525
 BW0525  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0525
 BW0525.The horizontal coordinates were scaled from a topographic map and have
 BW0525.an estimated accuracy of +/- 6 seconds.
 BW0525
 BW0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0525.The vertical order pertains to the NGVD 29 superseded value.
 BW0525
 BW0525.The geoid height was determined by GEOID03.
 BW0525
 BW0525;                    North         East    Units  Estimated Accuracy
 BW0525;SPC LA N     -   163,080.    1,122,850.      MT  (+/- 180 meters Scaled)
 BW0525
 BW0525                          SUPERSEDED SURVEY CONTROL
 BW0525
 BW0525  NGVD 29 (??/??/92)   22.241  (m)           72.97   (f) ADJ UNCH    2 1
 BW0525
 BW0525.Superseded values are not recommended for survey control.
 BW0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0525.See file dsdata.txt to determine how the superseded data were derived.
 BW0525
 BW0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR700378(NAD 83)
 BW0525_MARKER: DB = BENCH MARK DISK
 BW0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0525_STAMPING: 54V115 1974
 BW0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0525+STABILITY: SURFACE MOTION
 BW0525
 BW0525  HISTORY     - Date     Condition        Report By
 BW0525  HISTORY     - 1974     MONUMENTED       LADH
 BW0525
 BW0525                          STATION DESCRIPTION
 BW0525
 BW0525'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BW0525'4.70 MI NE FROM ST JOSEPH.
 BW0525'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0525'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0525'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 BW0525'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 BW0525'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 BW0525'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 BW0525'1.95 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 604.  IT IS 69.5 FEET
 BW0525'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 604, 37.3 FEET EAST OF A
 BW0525'COMBINATION MESH AND BARBED WIRE FENCE, 14.0 FEET SOUTHEAST OF A
 BW0525'48-INCH PECAN TREE ON PROPERTY BELONGING TO MRS. LINDA DUBESON.  SET
 BW0525'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A
 BW0525'STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.  SECTION 1, T
 BW0525'11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0526 ***********************************************************************
 BW0526  DESIGNATION -  54 V 116
 BW0526  PID         -  BW0526
 BW0526  STATE/COUNTY-  LA/TENSAS
 BW0526  USGS QUAD   -  ST JOSEPH (1986)
 BW0526
 BW0526                         *CURRENT SURVEY CONTROL
 BW0526  ___________________________________________________________________
 BW0526* NAD 83(1986)-  31 57 22.     (N)    091 11 51.     (W)     SCALED    
 BW0526* NAVD 88     -        21.17   (+/-2cm)      69.5    (feet)  VERTCON   
 BW0526  ___________________________________________________________________
 BW0526  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0526
 BW0526  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0526
 BW0526.The horizontal coordinates were scaled from a topographic map and have
 BW0526.an estimated accuracy of +/- 6 seconds.
 BW0526
 BW0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0526.The vertical order pertains to the NGVD 29 superseded value.
 BW0526
 BW0526.The geoid height was determined by GEOID03.
 BW0526
 BW0526;                    North         East    Units  Estimated Accuracy
 BW0526;SPC LA N     -   162,190.    1,123,120.      MT  (+/- 180 meters Scaled)
 BW0526
 BW0526                          SUPERSEDED SURVEY CONTROL
 BW0526
 BW0526  NGVD 29 (??/??/92)   21.189  (m)           69.52   (f) ADJ UNCH    2 1
 BW0526
 BW0526.Superseded values are not recommended for survey control.
 BW0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0526.See file dsdata.txt to determine how the superseded data were derived.
 BW0526
 BW0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR703369(NAD 83)
 BW0526_MARKER: DB = BENCH MARK DISK
 BW0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0526_STAMPING: 54V116 1974
 BW0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0526+STABILITY: SURFACE MOTION
 BW0526
 BW0526  HISTORY     - Date     Condition        Report By
 BW0526  HISTORY     - 1974     MONUMENTED       LADH
 BW0526
 BW0526                          STATION DESCRIPTION
 BW0526
 BW0526'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BW0526'4.25 MI NE FROM ST JOSEPH.
 BW0526'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0526'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0526'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 BW0526'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 BW0526'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 BW0526'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 BW0526'1.45 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 604 TO THE INTERSECTION
 BW0526'OF LOUISIANA HIGHWAY 604 AND THE LAKE BRUIN STATE PARK ENTRANCE ROAD.
 BW0526'THENCE ABOUT 0.05 MILE NORTHWEST ALONG THE LAKE BRUIN STATE PARK
 BW0526'ENTRANCE ROAD.  IT IS 73.4 FEET WEST OF THE CENTERLINE OF THE PARK
 BW0526'ENTRANCE ROAD, 45.0 FEET WEST OF A FENCE CORNER, 2.2 FEET NORTH OF A
 BW0526'4-STRAND BARBED WIRE FENCE, LOCATED IN THE SOUTHEAST CORNER OF LAKE
 BW0526'BRUIN STATE PARK.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BW0526'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE
 BW0526'MARK.  SECTION 2, T 11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0527 ***********************************************************************
 BW0527  DESIGNATION -  54 V 117
 BW0527  PID         -  BW0527
 BW0527  STATE/COUNTY-  LA/TENSAS
 BW0527  USGS QUAD   -  ST JOSEPH (1986)
 BW0527
 BW0527                         *CURRENT SURVEY CONTROL
 BW0527  ___________________________________________________________________
 BW0527* NAD 83(1986)-  31 56 31.     (N)    091 12 18.     (W)     SCALED    
 BW0527* NAVD 88     -        22.73   (+/-2cm)      74.6    (feet)  VERTCON   
 BW0527  ___________________________________________________________________
 BW0527  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW0527
 BW0527  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0527
 BW0527.The horizontal coordinates were scaled from a topographic map and have
 BW0527.an estimated accuracy of +/- 6 seconds.
 BW0527
 BW0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0527.The vertical order pertains to the NGVD 29 superseded value.
 BW0527
 BW0527.The geoid height was determined by GEOID03.
 BW0527
 BW0527;                    North         East    Units  Estimated Accuracy
 BW0527;SPC LA N     -   160,610.    1,122,430.      MT  (+/- 180 meters Scaled)
 BW0527
 BW0527                          SUPERSEDED SURVEY CONTROL
 BW0527
 BW0527  NGVD 29 (??/??/92)   22.743  (m)           74.62   (f) ADJ UNCH    2 1
 BW0527
 BW0527.Superseded values are not recommended for survey control.
 BW0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0527.See file dsdata.txt to determine how the superseded data were derived.
 BW0527
 BW0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR696354(NAD 83)
 BW0527_MARKER: DD = SURVEY DISK
 BW0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0527_STAMPING: 54V117 1974
 BW0527_MARK LOGO: LADH  
 BW0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0527+STABILITY: SURFACE MOTION
 BW0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0527+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1997
 BW0527
 BW0527  HISTORY     - Date     Condition        Report By
 BW0527  HISTORY     - 1974     MONUMENTED       LADH
 BW0527  HISTORY     - 19971209 GOOD             LADTD
 BW0527
 BW0527                          STATION DESCRIPTION
 BW0527
 BW0527'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BW0527'3.05 MI NE FROM ST JOSEPH.
 BW0527'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0527'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0527'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 BW0527'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 BW0527'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 BW0527'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 BW0527'0.30 MILE EAST ALONG LOUISIANA HIGHWAY 604.  IT IS 122.0 FEET SOUTH OF
 BW0527'THE CENTERLINE OF LOUISIANA HIGHWAY 604, 3.0 FEET EAST OF A POWER
 BW0527'POLE, 2.0 FEET SOUTHWEST OF A 4-STRAND BARBED WIRE FENCE, 84.0 FEET
 BW0527'EAST OF THE NORTHEAST CORNER OF A WOOD FRAME RESIDENCE BELONGING TO E.
 BW0527'GREGORY.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BW0527'GROUND.  A STEEL WITNESS POST IS SET 1.1 FEET SOUTHEAST OF THE MARK.
 BW0527'SECTION 6, T 11N, R 12E.
 BW0527
 BW0527                          STATION RECOVERY (1997)
 BW0527
 BW0527'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 BW0527'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF ST JOSEPH,
 BW0527'26.0 MI (41.8 KM) SOUTH-SOUTHEAST OF TALLULAH AND 28.0 MI (45.1 KM)
 BW0527'EAST-SOUTHEAST WINNSBORO.  OWNERSHIP--E.  GREGORY.  TO REACH THE
 BW0527'STATION FROM THE JUNCTION OF STATE HIGHWAYS 128 AND 605 IN ST JOSEPH,
 BW0527'GO NORTHEAST FOR 1.4 MI (2.3 KM) ON HIGHWAY 605 TO THE JUNCTION WITH
 BW0527'STATE HIGHWAY 604, TURN RIGHT AND GO NORTHEAST FOR 0.9 MI (1.4 KM) ON
 BW0527'HIGHWAY 604 TO THE JUNCTION WITH STATE HIGHWAY 606, TURN RIGHT AND GO
 BW0527'EAST FOR 0.3 MI (0.5 KM) ON HIGHWAY 606 TO THE STATION SET ON THE
 BW0527'RIGHT NEAR A WHITE FRAME HOUSE.  THE STATION IS 122.0 FT (37.2 M)
 BW0527'SOUTH FROM THE CENTER OF THE HIGHWAY, 84.0 FT (25.6 M) EAST FROM THE
 BW0527'NORTHEAST CORNER OF THE HOUSE, 3.0 FT (0.9 M) EAST FROM A POWER POLE,
 BW0527'2.0 FT (0.6 M) SOUTHWEST FROM A 4-STRAND BARBED WIRE FENCE, 1.0 FT
 BW0527'(0.3 M) NORTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED,
 BW0527'PROJECTING 4-INCHES ABOVE THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 BW0527'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0528 ***********************************************************************
 BW0528  DESIGNATION -  54 V 118
 BW0528  PID         -  BW0528
 BW0528  STATE/COUNTY-  LA/TENSAS
 BW0528  USGS QUAD   -  ST JOSEPH (1986)
 BW0528
 BW0528                         *CURRENT SURVEY CONTROL
 BW0528  ___________________________________________________________________
 BW0528* NAD 83(1986)-  31 56 01.     (N)    091 13 00.     (W)     SCALED    
 BW0528* NAVD 88     -        23.40   (+/-2cm)      76.8    (feet)  VERTCON   
 BW0528  ___________________________________________________________________
 BW0528  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0528
 BW0528  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0528
 BW0528.The horizontal coordinates were scaled from a topographic map and have
 BW0528.an estimated accuracy of +/- 6 seconds.
 BW0528
 BW0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0528.The vertical order pertains to the NGVD 29 superseded value.
 BW0528
 BW0528.The geoid height was determined by GEOID03.
 BW0528
 BW0528;                    North         East    Units  Estimated Accuracy
 BW0528;SPC LA N     -   159,670.    1,121,340.      MT  (+/- 180 meters Scaled)
 BW0528
 BW0528                          SUPERSEDED SURVEY CONTROL
 BW0528
 BW0528  NGVD 29 (??/??/92)   23.416  (m)           76.82   (f) ADJ UNCH    2 1
 BW0528
 BW0528.Superseded values are not recommended for survey control.
 BW0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0528.See file dsdata.txt to determine how the superseded data were derived.
 BW0528
 BW0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR685344(NAD 83)
 BW0528_MARKER: DD = SURVEY DISK
 BW0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0528_STAMPING: 54V118 1974
 BW0528_MARK LOGO: LADH  
 BW0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0528+STABILITY: SURFACE MOTION
 BW0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0528+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1997
 BW0528
 BW0528  HISTORY     - Date     Condition        Report By
 BW0528  HISTORY     - 1974     MONUMENTED       LADH
 BW0528  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BW0528  HISTORY     - 19971209 GOOD             LADTD
 BW0528
 BW0528                          STATION DESCRIPTION
 BW0528
 BW0528'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BW0528'1.95 MI NE FROM ST JOSEPH.
 BW0528'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0528'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0528'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 BW0528'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 BW0528'AND 604.  THENCE ABOUT 0.10 MILE NORTHEAST ALONG LOUISIANA HIGHWAY
 BW0528'604.  IT IS 96.6 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 604,
 BW0528'12.0 FEET WEST OF A POWER POLE, 36.6 FEET SOUTH OF A FENCE CORNER, 1.3
 BW0528'FEET EAST OF A 4-STRAND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE
 BW0528'POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BW0528'SET 1.0 FOOT NORTH EAST OF THE MARK.  SECTION 8, T 11N, R 12E.
 BW0528
 BW0528                          STATION RECOVERY (1985)
 BW0528
 BW0528'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 BW0528'MARK NOT FOUND.
 BW0528
 BW0528                          STATION RECOVERY (1997)
 BW0528
 BW0528'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 BW0528'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF ST JOSEPH,
 BW0528'27.0 MI (43.5 KM) SOUTH OF TALLULAH AND 28.0 MI (45.1 KM) SOUTHEAST OF
 BW0528'WINNSBORO.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE
 BW0528'JUNCTION OF STATE HIGHWAYS 128 AND 605 IN ST JOSEPH GO NORTHEAST FOR
 BW0528'1.4 MI (2.3 KM) ON HIGHWAY 605 TO THE JUNCTION WITH STATE HIGHWAY 604,
 BW0528'TURN RIGHT AND GO NORTHEAST FOR 0.1 MI (0.2 KM) ON HIGHWAY 604 TO THE
 BW0528'STATION SET ON THE RIGHT.  THE STATION IS 94.0 FT (28.7 M) SOUTHEAST
 BW0528'FROM THE CENTER OF HIGHWAY 604, 22.0 FT (6.7 M) EAST FROM THE CENTER
 BW0528'OF A GRAVEL ROAD, 13.0 FT (4.0 M) WEST-SOUTHWEST FROM A POWER POLE
 BW0528'NUMBER F 6681, 1.0 FT (0.3 M) SOUTH FROM A METAL WITNESS POST WITH
 BW0528'SIGN ATTACHED, PROJECTING 1 INCH ABOVE THE GROUND SURFACE AND ABOUT
 BW0528'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0541 ***********************************************************************
 BW0541  DESIGNATION -  54 V 119
 BW0541  PID         -  BW0541
 BW0541  STATE/COUNTY-  LA/TENSAS
 BW0541  USGS QUAD   -  ST JOSEPH (1986)
 BW0541
 BW0541                         *CURRENT SURVEY CONTROL
 BW0541  ___________________________________________________________________
 BW0541* NAD 83(1986)-  31 55 25.     (N)    091 13 36.     (W)     SCALED    
 BW0541* NAVD 88     -        22.56   (+/-2cm)      74.0    (feet)  VERTCON   
 BW0541  ___________________________________________________________________
 BW0541  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0541
 BW0541  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0541
 BW0541.The horizontal coordinates were scaled from a topographic map and have
 BW0541.an estimated accuracy of +/- 6 seconds.
 BW0541
 BW0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0541.The vertical order pertains to the NGVD 29 superseded value.
 BW0541
 BW0541.The geoid height was determined by GEOID03.
 BW0541
 BW0541;                    North         East    Units  Estimated Accuracy
 BW0541;SPC LA N     -   158,550.    1,120,410.      MT  (+/- 180 meters Scaled)
 BW0541
 BW0541                          SUPERSEDED SURVEY CONTROL
 BW0541
 BW0541  NGVD 29 (??/??/92)   22.573  (m)           74.06   (f) ADJ UNCH    2 1
 BW0541
 BW0541.Superseded values are not recommended for survey control.
 BW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0541.See file dsdata.txt to determine how the superseded data were derived.
 BW0541
 BW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR676333(NAD 83)
 BW0541_MARKER: DB = BENCH MARK DISK
 BW0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0541_STAMPING: 54V119 1974
 BW0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0541+STABILITY: SURFACE MOTION
 BW0541
 BW0541  HISTORY     - Date     Condition        Report By
 BW0541  HISTORY     - 1974     MONUMENTED       LADH
 BW0541
 BW0541                          STATION DESCRIPTION
 BW0541
 BW0541'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BW0541'0.85 MI NE FROM ST JOSEPH.
 BW0541'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0541'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0541'HIGHWAYS 128 AND 605.  THENCE ABOUT 0.40 MILE NORTHEAST ALONG
 BW0541'LOUISIANA HIGHWAY 605.  IT IS 194.6 FEET SOUTHEAST OF THE CENTERLINE
 BW0541'OF LOUISIANA HIGHWAY 605, 0.9 FOOT SOUTH OF A COMBINATION MESH AND
 BW0541'BARBED WIRE FENCE, 154.2 FEET SOUTHEAST OF THE CORNER OF A COMBINATION
 BW0541'MESH AND BARBED WIRE FENCE, 63.0 FEET EAST OF THE NORTHEAST CORNER OF
 BW0541'A WOOD FRAME RESIDENCE BELONGING TO V. T. FORD. SET IN TOP OF A
 BW0541'CONCRETE POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET
 BW0541'1.0 FOOT WEST OF THE MARK.  SECTION 10, T 11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1591 ***********************************************************************
 CP1591  DESIGNATION -  54 V 12
 CP1591  PID         -  CP1591
 CP1591  STATE/COUNTY-  LA/TENSAS
 CP1591  USGS QUAD   -  SARANAC (1994)
 CP1591
 CP1591                         *CURRENT SURVEY CONTROL
 CP1591  ___________________________________________________________________
 CP1591* NAD 83(1986)-  32 04 35.     (N)    091 15 21.     (W)     SCALED    
 CP1591* NAVD 88     -        23.05   (+/-2cm)      75.6    (feet)  VERTCON   
 CP1591  ___________________________________________________________________
 CP1591  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1591
 CP1591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1591
 CP1591.The horizontal coordinates were scaled from a topographic map and have
 CP1591.an estimated accuracy of +/- 6 seconds.
 CP1591
 CP1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1591.The vertical order pertains to the NGVD 29 superseded value.
 CP1591
 CP1591.The geoid height was determined by GEOID03.
 CP1591
 CP1591;                    North         East    Units  Estimated Accuracy
 CP1591;SPC LA N     -   175,460.    1,117,460.      MT  (+/- 180 meters Scaled)
 CP1591
 CP1591                          SUPERSEDED SURVEY CONTROL
 CP1591
 CP1591  NGVD 29 (??/??/92)   23.066  (m)           75.68   (f) ADJ UNCH    2 0
 CP1591
 CP1591.Superseded values are not recommended for survey control.
 CP1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1591.See file dsdata.txt to determine how the superseded data were derived.
 CP1591
 CP1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR646502(NAD 83)
 CP1591_MARKER: DB = BENCH MARK DISK
 CP1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1591_STAMPING: 54V12 1970
 CP1591_MARK LOGO: LADH  
 CP1591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1591+STABILITY: SURFACE MOTION
 CP1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1591+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 CP1591
 CP1591  HISTORY     - Date     Condition        Report By
 CP1591  HISTORY     - 1970     MONUMENTED       LADH
 CP1591  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1591  HISTORY     - 19891101 GOOD             LADTD
 CP1591  HISTORY     - 20050318 GOOD             USPSQD
 CP1591
 CP1591                          STATION DESCRIPTION
 CP1591
 CP1591'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP1591'1.3 MI NW FROM NEWELLTON.
 CP1591'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1591'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1591'DIRECTION ALONG U.S. HIGHWAY 65, 0.5 MILE TO THE MARK.  IT IS 96.0
 CP1591'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 115.0 FEET NORTHEAST
 CP1591'OF THE EAST HEADWALL OF A 36 INCH PIPE CROSS DRAIN, 4.0 FEET SOUTHWEST
 CP1591'OF A 12 INCH PINE TREE, SET IN TOP OF A CONCRETE POST PROJECTING 4
 CP1591'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT WEST OF THE
 CP1591'MARK.
 CP1591
 CP1591                          STATION RECOVERY (1984)
 CP1591
 CP1591'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1591'MARK NOT FOUND.
 CP1591
 CP1591                          STATION RECOVERY (1989)
 CP1591
 CP1591'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 CP1591'THE STATION IS LOCATED ABOUT 61.2 KM (38.00 MI) SOUTHEAST OF
 CP1591'WINNSBORO, 12.1 KM (7.50 MI) SOUTH OF SOMERSET AND 0.8 KM (0.50 MI)
 CP1591'WEST OF NEWELLTON OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE
 CP1591'JUNCTION OF U.S.  HIGHWAY 65 AND STATE HIGHWAY 4 IN WEST NEWELLTON, GO
 CP1591'NORTH FOR 0.8 KM (0.50 MI) ON HIGHWAY 65 TO THE MARK ON THE RIGHT. THE
 CP1591'STATION IS 35.1 M (115.2 FT) NORTHEAST FROM THE EAST HEADWALL OF A
 CP1591'CROSS DRAIN, 29.3 M (96.1 FT) EAST FROM THE CENTER OF THE HIGHWAY, 1.2
 CP1591'M (3.9 FT) SOUTHWEST FROM A 40.6 CM (16 IN) PINE TREE AND 0.3 M (1.0
 CP1591'FT) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 CP1591'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CP1591
 CP1591                          STATION RECOVERY (2005)
 CP1591
 CP1591'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0547 ***********************************************************************
 BW0547  DESIGNATION -  54 V 120
 BW0547  PID         -  BW0547
 BW0547  STATE/COUNTY-  LA/TENSAS
 BW0547  USGS QUAD   -  ST JOSEPH (1986)
 BW0547
 BW0547                         *CURRENT SURVEY CONTROL
 BW0547  ___________________________________________________________________
 BW0547* NAD 83(1986)-  31 55 37.     (N)    091 14 30.     (W)     SCALED    
 BW0547* NAVD 88     -        21.45   (+/-2cm)      70.4    (feet)  VERTCON   
 BW0547  ___________________________________________________________________
 BW0547  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0547
 BW0547  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0547
 BW0547.The horizontal coordinates were scaled from a topographic map and have
 BW0547.an estimated accuracy of +/- 6 seconds.
 BW0547
 BW0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0547.The vertical order pertains to the NGVD 29 superseded value.
 BW0547
 BW0547.The geoid height was determined by GEOID03.
 BW0547
 BW0547;                    North         East    Units  Estimated Accuracy
 BW0547;SPC LA N     -   158,900.    1,118,990.      MT  (+/- 180 meters Scaled)
 BW0547
 BW0547                          SUPERSEDED SURVEY CONTROL
 BW0547
 BW0547  NGVD 29 (??/??/92)   21.464  (m)           70.42   (f) ADJ UNCH    2 1
 BW0547
 BW0547.Superseded values are not recommended for survey control.
 BW0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0547.See file dsdata.txt to determine how the superseded data were derived.
 BW0547
 BW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR662336(NAD 83)
 BW0547_MARKER: DB = BENCH MARK DISK
 BW0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0547_STAMPING: 54V120 1974
 BW0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0547+STABILITY: SURFACE MOTION
 BW0547
 BW0547  HISTORY     - Date     Condition        Report By
 BW0547  HISTORY     - 1974     MONUMENTED       LADH
 BW0547
 BW0547                          STATION DESCRIPTION
 BW0547
 BW0547'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 BW0547'0.25 MI NW FROM ST JOSEPH.
 BW0547'ABOUT 0.25 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0547'DAVIDSON HIGH SCHOOL IN ST. JOSEPH.  IT IS 231.5 FEET NORTHEAST OF THE
 BW0547'CENTERLINE OF LOUISIANA HIGHWAY 128, 6.6 FEET NORTHEAST OF THE
 BW0547'SOUTHWEST CORNER OF A METAL UTILITY SHED, 4.0 FEET NORTHEAST OF A
 BW0547'RADIO ANTENNA POLE, 58.0 FEET EAST OF THE NORTHEAST CORNER OF A CHAIN
 BW0547'LINK FENCE, 77.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 BW0547'LOUISIANA POWER AND LIGHT COMPANY OFFICE.  SET IN TOP OF A CONCRETE
 BW0547'POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BW0547'SET 1.4 FEET WEST OF THE MARK. SECTION 13, T 11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0548 ***********************************************************************
 BW0548  DESIGNATION -  54 V 121
 BW0548  PID         -  BW0548
 BW0548  STATE/COUNTY-  LA/TENSAS
 BW0548  USGS QUAD   -  LAKE BRUIN (1994)
 BW0548
 BW0548                         *CURRENT SURVEY CONTROL
 BW0548  ___________________________________________________________________
 BW0548* NAD 83(1986)-  31 55 55.     (N)    091 15 12.     (W)     SCALED    
 BW0548* NAVD 88     -        20.57   (+/-2cm)      67.5    (feet)  VERTCON   
 BW0548  ___________________________________________________________________
 BW0548  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0548
 BW0548  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0548
 BW0548.The horizontal coordinates were scaled from a topographic map and have
 BW0548.an estimated accuracy of +/- 6 seconds.
 BW0548
 BW0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0548.The vertical order pertains to the NGVD 29 superseded value.
 BW0548
 BW0548.The geoid height was determined by GEOID03.
 BW0548
 BW0548;                    North         East    Units  Estimated Accuracy
 BW0548;SPC LA N     -   159,450.    1,117,880.      MT  (+/- 180 meters Scaled)
 BW0548
 BW0548                          SUPERSEDED SURVEY CONTROL
 BW0548
 BW0548  NGVD 29 (??/??/92)   20.589  (m)           67.55   (f) ADJ UNCH    2 1
 BW0548
 BW0548.Superseded values are not recommended for survey control.
 BW0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0548.See file dsdata.txt to determine how the superseded data were derived.
 BW0548
 BW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR651342(NAD 83)
 BW0548_MARKER: DB = BENCH MARK DISK
 BW0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0548_STAMPING: 54V121 1974
 BW0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0548+STABILITY: SURFACE MOTION
 BW0548
 BW0548  HISTORY     - Date     Condition        Report By
 BW0548  HISTORY     - 1974     MONUMENTED       LADH
 BW0548  HISTORY     - 1975     GOOD             LADTD
 BW0548
 BW0548                          STATION DESCRIPTION
 BW0548
 BW0548'DESCRIBED BY LA TRANSP AND DEV 1975
 BW0548'1.0 MI NW FROM ST JOSEPH.
 BW0548'ABOUT 1.0 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM THE DAVIDSON
 BW0548'HIGH SCHOOL IN ST. JOSEPH.  IT IS 284.0 FEET SOUTHWEST OF THE
 BW0548'CENTERLINE OF LOUISIANA HIGHWAY 128, 2.0 FEET NORTHEAST OF A CHAIN
 BW0548'LINK FENCE, 60.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CHAIN
 BW0548'LINK FENCE, 115.3 FEET SOUTH EAST OF THE NORTHEAST CORNER OF A METAL
 BW0548'SHOP BUILDING BELONGING TO THE TENSAS PARISH POLICE JURY, 110.6 FEET
 BW0548'SOUTHEAST OF A POWER POLE WITH 2 TRANSFORMERS AND A MERCURY VAPOR
 BW0548'LAMP.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. A
 BW0548'STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.  SECTION 37, T
 BW0548'11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1501 ***********************************************************************
 CP1501  DESIGNATION -  54 V 13
 CP1501  PID         -  CP1501
 CP1501  STATE/COUNTY-  LA/TENSAS
 CP1501  USGS QUAD   -  SARANAC (1994)
 CP1501
 CP1501                         *CURRENT SURVEY CONTROL
 CP1501  ___________________________________________________________________
 CP1501* NAD 83(1986)-  32 04 09.     (N)    091 15 25.     (W)     SCALED    
 CP1501* NAVD 88     -        22.60   (+/-2cm)      74.1    (feet)  VERTCON   
 CP1501  ___________________________________________________________________
 CP1501  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1501
 CP1501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1501
 CP1501.The horizontal coordinates were scaled from a topographic map and have
 CP1501.an estimated accuracy of +/- 6 seconds.
 CP1501
 CP1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1501.The vertical order pertains to the NGVD 29 superseded value.
 CP1501
 CP1501.The geoid height was determined by GEOID03.
 CP1501
 CP1501;                    North         East    Units  Estimated Accuracy
 CP1501;SPC LA N     -   174,660.    1,117,360.      MT  (+/- 180 meters Scaled)
 CP1501
 CP1501                          SUPERSEDED SURVEY CONTROL
 CP1501
 CP1501  NGVD 29 (??/??/92)   22.618  (m)           74.21   (f) ADJ UNCH    2 0
 CP1501
 CP1501.Superseded values are not recommended for survey control.
 CP1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1501.See file dsdata.txt to determine how the superseded data were derived.
 CP1501
 CP1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR645494(NAD 83)
 CP1501_MARKER: DB = BENCH MARK DISK
 CP1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1501_STAMPING: 54V13 1970
 CP1501_MARK LOGO: LADH  
 CP1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1501+STABILITY: SURFACE MOTION
 CP1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1501+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 CP1501
 CP1501  HISTORY     - Date     Condition        Report By
 CP1501  HISTORY     - 1970     MONUMENTED       LADH
 CP1501  HISTORY     - 1973     GOOD             LADTD
 CP1501  HISTORY     - 19891101 GOOD             LADTD
 CP1501  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP1501
 CP1501                          STATION DESCRIPTION
 CP1501
 CP1501'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1501'0.85 MI W FROM NEWELLTON.
 CP1501'ABOUT 0.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1501'SCHOOL IN NEWELLTON TO THE INTERSECTION OF U. S. HIGHWAY 65 AND
 CP1501'LOUISIANA HIGHWAY 4.  IT IS 175.5 FEET WEST OF THE CENTERLINE OF U. S.
 CP1501'HIGHWAY 65, 92.0 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP1501'4, 2.5 FEET NORTHWEST OF AN 18-INCH PINE TREE, 53.3 FEET NORTHWEST OF
 CP1501'A POWERPOLE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP1501'THE GROUND.  A STEEL WITNESSS POST IS SET 1.3 FEET SOUTHWEST OF THE
 CP1501'MARK.
 CP1501
 CP1501                          STATION RECOVERY (1989)
 CP1501
 CP1501'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 CP1501'THE STATION IS LOCATED AT THE JUNCTION OF U.S.  HIGHWAY 65 AND STATE
 CP1501'HIGHWAY 4 IN WEST NEWELLTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP1501'TRANSPORTATION AND DEVELOPMENT. THE STATION IS 52.4 M (171.9 FT)
 CP1501'SOUTHWEST FROM THE CENTER OF HIGHWAY 65, 28.0 M (91.9 FT) NORTHWEST
 CP1501'FROM THE CENTER OF HIGHWAY 4, 16.2 M (53.1 FT) WEST-NORTHWEST FROM A
 CP1501'POWER POLE WITH 2 GUY WIRES AND TRANSFORMER ATTACHED, 0.9 M (3.0 FT)
 CP1501'WEST-NORTHWEST FROM AN 45.7 CM (18 IN) PINE TREE AND 0.3 M (1.0 FT)
 CP1501'WEST-NORTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK
 CP1501'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CP1501
 CP1501                          STATION RECOVERY (2005)
 CP1501
 CP1501'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP1501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1623 ***********************************************************************
 CP1623  DESIGNATION -  54 V 14
 CP1623  PID         -  CP1623
 CP1623  STATE/COUNTY-  LA/TENSAS
 CP1623  USGS QUAD   -  SARANAC (1994)
 CP1623
 CP1623                         *CURRENT SURVEY CONTROL
 CP1623  ___________________________________________________________________
 CP1623* NAD 83(1986)-  32 03 40.     (N)    091 15 22.     (W)     SCALED    
 CP1623* NAVD 88     -        22.34   (+/-2cm)      73.3    (feet)  VERTCON   
 CP1623  ___________________________________________________________________
 CP1623  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1623
 CP1623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1623
 CP1623.The horizontal coordinates were scaled from a topographic map and have
 CP1623.an estimated accuracy of +/- 6 seconds.
 CP1623
 CP1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1623.The vertical order pertains to the NGVD 29 superseded value.
 CP1623
 CP1623.The geoid height was determined by GEOID03.
 CP1623
 CP1623;                    North         East    Units  Estimated Accuracy
 CP1623;SPC LA N     -   173,760.    1,117,450.      MT  (+/- 180 meters Scaled)
 CP1623
 CP1623                          SUPERSEDED SURVEY CONTROL
 CP1623
 CP1623  NGVD 29 (??/??/92)   22.361  (m)           73.36   (f) ADJ UNCH    2 0
 CP1623
 CP1623.Superseded values are not recommended for survey control.
 CP1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1623.See file dsdata.txt to determine how the superseded data were derived.
 CP1623
 CP1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR646485(NAD 83)
 CP1623_MARKER: DB = BENCH MARK DISK
 CP1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1623_STAMPING: 54V14 1970
 CP1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1623+STABILITY: SURFACE MOTION
 CP1623
 CP1623  HISTORY     - Date     Condition        Report By
 CP1623  HISTORY     - 1970     MONUMENTED       LADH
 CP1623  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1623
 CP1623                          STATION DESCRIPTION
 CP1623
 CP1623'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP1623'2.2 MI SW FROM NEWELLTON.
 CP1623'ABOUT 0.8 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1623'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE SOUTHWEST ALONG
 CP1623'U.S. HIGHWAY 65, 1.4 MILES TO THE MARK.  IT IS 92.0 FEET EAST OF THE
 CP1623'CENTERLINE OF U.S. HIGHWAY 65, 18.0 FEET NORTHEAST OF A 16 INCH PINE
 CP1623'TREE, 25.0 FEET SOUTHWEST OF A 12 INCH PINE TREE, 193.0 FEET NORTHEAST
 CP1623'OF THE EAST HEADWALL OF A 24 INCH CROSS DRAIN.  SET IN TOP OF A
 CP1623'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP1623'IS SET 1.0 FOOT WEST OF THE MARK.
 CP1623
 CP1623                          STATION RECOVERY (1984)
 CP1623
 CP1623'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1622 ***********************************************************************
 CP1622  DESIGNATION -  54 V 15
 CP1622  PID         -  CP1622
 CP1622  STATE/COUNTY-  LA/TENSAS
 CP1622  USGS QUAD   -  SARANAC (1994)
 CP1622
 CP1622                         *CURRENT SURVEY CONTROL
 CP1622  ___________________________________________________________________
 CP1622* NAD 83(1986)-  32 02 53.     (N)    091 15 22.     (W)     SCALED    
 CP1622* NAVD 88     -        22.05   (+/-2cm)      72.3    (feet)  VERTCON   
 CP1622  ___________________________________________________________________
 CP1622  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1622
 CP1622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1622
 CP1622.The horizontal coordinates were scaled from a topographic map and have
 CP1622.an estimated accuracy of +/- 6 seconds.
 CP1622
 CP1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1622.The vertical order pertains to the NGVD 29 superseded value.
 CP1622
 CP1622.The geoid height was determined by GEOID03.
 CP1622
 CP1622;                    North         East    Units  Estimated Accuracy
 CP1622;SPC LA N     -   172,320.    1,117,470.      MT  (+/- 180 meters Scaled)
 CP1622
 CP1622                          SUPERSEDED SURVEY CONTROL
 CP1622
 CP1622  NGVD 29 (??/??/92)   22.063  (m)           72.39   (f) ADJ UNCH    2 0
 CP1622
 CP1622.Superseded values are not recommended for survey control.
 CP1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1622.See file dsdata.txt to determine how the superseded data were derived.
 CP1622
 CP1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR646470(NAD 83)
 CP1622_MARKER: DB = BENCH MARK DISK
 CP1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1622_STAMPING: 54V15 1970
 CP1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1622+STABILITY: SURFACE MOTION
 CP1622
 CP1622  HISTORY     - Date     Condition        Report By
 CP1622  HISTORY     - 1970     MONUMENTED       LADH
 CP1622  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1622
 CP1622                          STATION DESCRIPTION
 CP1622
 CP1622'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP1622'3.1 MI SW FROM NEWELLTON.
 CP1622'ABOUT 0.8 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1622'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE SOUTHWEST ALONG
 CP1622'U.S. HIGHWAY 65, 2.3 MILES TO THE MARK.  IT IS 95.0 FEET SOUTHWEST OF
 CP1622'THE CENTERLINE OF U.S. HIGHWAY 65, 37.0 FEET WEST OF RIGHT OF WAY
 CP1622'FENCE, 1.0 FOOT NORTH OF A BARBWIRE FENCE, 19.0 FEET SOUTH OF A
 CP1622'DRAINAGE DITCH, 131.0 FEET SOUTHWEST OF A POWER POLE.  SET IN TOP OF A
 CP1622'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 CP1622'IS SET 1.0 FOOT NORTHEAST OF THE MARK.
 CP1622
 CP1622                          STATION RECOVERY (1984)
 CP1622
 CP1622'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1621 ***********************************************************************
 CP1621  DESIGNATION -  54 V 16
 CP1621  PID         -  CP1621
 CP1621  STATE/COUNTY-  LA/TENSAS
 CP1621  USGS QUAD   -  SARANAC (1994)
 CP1621
 CP1621                         *CURRENT SURVEY CONTROL
 CP1621  ___________________________________________________________________
 CP1621* NAD 83(1986)-  32 01 57.     (N)    091 15 21.     (W)     SCALED    
 CP1621* NAVD 88     -        20.06   (+/-2cm)      65.8    (feet)  VERTCON   
 CP1621  ___________________________________________________________________
 CP1621  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1621
 CP1621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1621
 CP1621.The horizontal coordinates were scaled from a topographic map and have
 CP1621.an estimated accuracy of +/- 6 seconds.
 CP1621
 CP1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1621.The vertical order pertains to the NGVD 29 superseded value.
 CP1621
 CP1621.The geoid height was determined by GEOID03.
 CP1621
 CP1621;                    North         East    Units  Estimated Accuracy
 CP1621;SPC LA N     -   170,590.    1,117,510.      MT  (+/- 180 meters Scaled)
 CP1621
 CP1621                          SUPERSEDED SURVEY CONTROL
 CP1621
 CP1621  NGVD 29 (??/??/92)   20.076  (m)           65.87   (f) ADJ UNCH    2 0
 CP1621
 CP1621.Superseded values are not recommended for survey control.
 CP1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1621.See file dsdata.txt to determine how the superseded data were derived.
 CP1621
 CP1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR646453(NAD 83)
 CP1621_MARKER: DB = BENCH MARK DISK
 CP1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1621+STABILITY: SURFACE MOTION
 CP1621
 CP1621  HISTORY     - Date     Condition        Report By
 CP1621  HISTORY     - UNK      MONUMENTED       LADH
 CP1621  HISTORY     - 1970     GOOD             LADTD
 CP1621  HISTORY     - 20050318 GOOD             USPSQD
 CP1621
 CP1621                          STATION DESCRIPTION
 CP1621
 CP1621'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1621'4.1 MI SW FROM NEWELLTON.
 CP1621'ABOUT 0.8 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1621'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE SOUTHWEST ALONG
 CP1621'U.S. HIGHWAY 65 3.3 MILES TO THE MARK.  IT IS 62.0 FEET SOUTHWEST OF
 CP1621'THE CENTERLINE OF U.S. HIGHWAY 65, 70.0 FEET SOUTH OF SOUTHWEST END OF
 CP1621'THE HEADWALL ON A 3 CHANNEL CONCRETE BOX CULVERT, 2.0 FEET SOUTH OF A
 CP1621'POWER POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP1621'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
 CP1621
 CP1621                          STATION RECOVERY (2005)
 CP1621
 CP1621'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP1621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1620 ***********************************************************************
 CP1620  DESIGNATION -  54 V 17
 CP1620  PID         -  CP1620
 CP1620  STATE/COUNTY-  LA/TENSAS
 CP1620  USGS QUAD   -  SARANAC (1994)
 CP1620
 CP1620                         *CURRENT SURVEY CONTROL
 CP1620  ___________________________________________________________________
 CP1620* NAD 83(1986)-  32 01 05.     (N)    091 15 20.     (W)     SCALED    
 CP1620* NAVD 88     -        21.96   (+/-2cm)      72.0    (feet)  VERTCON   
 CP1620  ___________________________________________________________________
 CP1620  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1620
 CP1620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1620
 CP1620.The horizontal coordinates were scaled from a topographic map and have
 CP1620.an estimated accuracy of +/- 6 seconds.
 CP1620
 CP1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1620.The vertical order pertains to the NGVD 29 superseded value.
 CP1620
 CP1620.The geoid height was determined by GEOID03.
 CP1620
 CP1620;                    North         East    Units  Estimated Accuracy
 CP1620;SPC LA N     -   168,990.    1,117,560.      MT  (+/- 180 meters Scaled)
 CP1620
 CP1620                          SUPERSEDED SURVEY CONTROL
 CP1620
 CP1620  NGVD 29 (??/??/92)   21.978  (m)           72.11   (f) ADJ UNCH    2 0
 CP1620
 CP1620.Superseded values are not recommended for survey control.
 CP1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1620.See file dsdata.txt to determine how the superseded data were derived.
 CP1620
 CP1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR647437(NAD 83)
 CP1620_MARKER: DB = BENCH MARK DISK
 CP1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1620_STAMPING: 54V17 1970
 CP1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1620+STABILITY: SURFACE MOTION
 CP1620
 CP1620  HISTORY     - Date     Condition        Report By
 CP1620  HISTORY     - 1970     MONUMENTED       LADH
 CP1620  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1620
 CP1620                          STATION DESCRIPTION
 CP1620
 CP1620'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP1620'5.2 MI SW FROM NEWELLTON.
 CP1620'ABOUT 0.8 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1620'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65, THENCE SOUTHWEST ALONG
 CP1620'U.S. HIGHWAY 65, 4.4 MILES TO THE MARK.  IT IS 62.0 FEET EAST OF THE
 CP1620'CENTERLINE OF U.S. HIGHWAY 65, 1.0 FOOT NORTH OF THE NORTH EDGE OF A
 CP1620'16 FOOT METAL GATE IN WOODED AREA, SET IN TOP OF A CONCRETE POST
 CP1620'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP1620'FOOT WEST OF THE MARK.
 CP1620
 CP1620                          STATION RECOVERY (1984)
 CP1620
 CP1620'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0820 ***********************************************************************
 BW0820  DESIGNATION -  54 V 18
 BW0820  PID         -  BW0820
 BW0820  STATE/COUNTY-  LA/TENSAS
 BW0820  USGS QUAD   -  SARANAC (1994)
 BW0820
 BW0820                         *CURRENT SURVEY CONTROL
 BW0820  ___________________________________________________________________
 BW0820* NAD 83(1986)-  32 00 07.     (N)    091 15 24.     (W)     SCALED    
 BW0820* NAVD 88     -        21.04   (+/-2cm)      69.0    (feet)  VERTCON   
 BW0820  ___________________________________________________________________
 BW0820  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0820
 BW0820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0820
 BW0820.The horizontal coordinates were scaled from a topographic map and have
 BW0820.an estimated accuracy of +/- 6 seconds.
 BW0820
 BW0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0820.The vertical order pertains to the NGVD 29 superseded value.
 BW0820
 BW0820.The geoid height was determined by GEOID03.
 BW0820
 BW0820;                    North         East    Units  Estimated Accuracy
 BW0820;SPC LA N     -   167,200.    1,117,470.      MT  (+/- 180 meters Scaled)
 BW0820
 BW0820                          SUPERSEDED SURVEY CONTROL
 BW0820
 BW0820  NGVD 29 (??/??/92)   21.055  (m)           69.08   (f) ADJ UNCH    2 0
 BW0820
 BW0820.Superseded values are not recommended for survey control.
 BW0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0820.See file dsdata.txt to determine how the superseded data were derived.
 BW0820
 BW0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR646419(NAD 83)
 BW0820_MARKER: DB = BENCH MARK DISK
 BW0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0820_STAMPING: 54V18 1970
 BW0820
 BW0820  HISTORY     - Date     Condition        Report By
 BW0820  HISTORY     - UNK      MONUMENTED
 BW0820  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BW0820
 BW0820                          STATION DESCRIPTION
 BW0820
 BW0820'DESCRIBED UNK
 BW0820'6.3 MI SW FROM NEWELLTON.
 BW0820'ABOUT 0.8 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 BW0820'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE SOUTHWEST ALONG
 BW0820'U.S. HIGHWAY 65, 5.5 MILES TO THE MARK.  IT IS 96.0 FEET EAST OF THE
 BW0820'CENTERLINE OF U.S. 65, 318.0 FEET WEST OF THE INTERSECTION OF
 BW0820'LOUISIANA HIGHWAY 607 AND THE MISSOURI PACIFIC RAILROAD TRACK, 342.0
 BW0820'FEET NORTHWEST OF THE NORTHEAST CORNER OF A STEEL FENCE SURROUNDING
 BW0820'THE LOUISIANA DEPARTMENT OF HIGHWAYS MAINTENANCE UNIT.  SET IN TOP OF
 BW0820'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS
 BW0820'POST IS SET 1.0 FOOT SOUTHWEST OF THE MARK.
 BW0820
 BW0820                          STATION RECOVERY (1984)
 BW0820
 BW0820'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 BW0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0819 ***********************************************************************
 BW0819  DESIGNATION -  54 V 19
 BW0819  PID         -  BW0819
 BW0819  STATE/COUNTY-  LA/TENSAS
 BW0819  USGS QUAD   -  LAKE BRUIN (1994)
 BW0819
 BW0819                         *CURRENT SURVEY CONTROL
 BW0819  ___________________________________________________________________
 BW0819* NAD 83(1986)-  31 59 23.     (N)    091 15 42.     (W)     SCALED    
 BW0819* NAVD 88     -        21.16   (+/-2cm)      69.4    (feet)  VERTCON   
 BW0819  ___________________________________________________________________
 BW0819  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0819
 BW0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0819
 BW0819.The horizontal coordinates were scaled from a topographic map and have
 BW0819.an estimated accuracy of +/- 6 seconds.
 BW0819
 BW0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0819.The vertical order pertains to the NGVD 29 superseded value.
 BW0819
 BW0819.The geoid height was determined by GEOID03.
 BW0819
 BW0819;                    North         East    Units  Estimated Accuracy
 BW0819;SPC LA N     -   165,840.    1,117,020.      MT  (+/- 180 meters Scaled)
 BW0819
 BW0819                          SUPERSEDED SURVEY CONTROL
 BW0819
 BW0819  NGVD 29 (??/??/92)   21.173  (m)           69.47   (f) ADJ UNCH    2 0
 BW0819
 BW0819.Superseded values are not recommended for survey control.
 BW0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0819.See file dsdata.txt to determine how the superseded data were derived.
 BW0819
 BW0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR642406(NAD 83)
 BW0819_MARKER: DB = BENCH MARK DISK
 BW0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0819_STAMPING: 54V19 1970
 BW0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0819+STABILITY: SURFACE MOTION
 BW0819
 BW0819  HISTORY     - Date     Condition        Report By
 BW0819  HISTORY     - 1970     MONUMENTED       LADH
 BW0819
 BW0819                          STATION DESCRIPTION
 BW0819
 BW0819'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0819'6.7 MI NW FROM ST JOSEPH.
 BW0819'ABOUT 3.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW0819'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF U.S. HIGHWAY 65.
 BW0819'THENCE NORTHEAST ALONG U.S. HIGHWAY 65, 3.6 MILES TO THE MARK.  IT IS
 BW0819'98.0 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 3.0 FEET
 BW0819'EAST OF A POWER POLE, 1.0 FOOT EAST OF A FENCE, 275.0 FEET SOUTHWEST
 BW0819'OF A CONCRETE HEAD WALL FOR CROSS DRAIN.  SET IN TOP OF A CONCRETE
 BW0819'POST PROJECTING 1.0 INCH ABOVE GROUND.  A STEEL WITNESS POST IS SET
 BW0819'1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1602 ***********************************************************************
 CP1602  DESIGNATION -  54 V 2
 CP1602  PID         -  CP1602
 CP1602  STATE/COUNTY-  LA/TENSAS
 CP1602  USGS QUAD   -  NEWELLTON (1994)
 CP1602
 CP1602                         *CURRENT SURVEY CONTROL
 CP1602  ___________________________________________________________________
 CP1602* NAD 83(1986)-  32 06 59.     (N)    091 13 08.     (W)     SCALED    
 CP1602* NAVD 88     -        25.17   (+/-2cm)      82.6    (feet)  VERTCON   
 CP1602  ___________________________________________________________________
 CP1602  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1602
 CP1602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1602
 CP1602.The horizontal coordinates were scaled from a topographic map and have
 CP1602.an estimated accuracy of +/- 6 seconds.
 CP1602
 CP1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1602.The vertical order pertains to the NGVD 29 superseded value.
 CP1602
 CP1602.The geoid height was determined by GEOID03.
 CP1602
 CP1602;                    North         East    Units  Estimated Accuracy
 CP1602;SPC LA N     -   179,930.    1,120,890.      MT  (+/- 180 meters Scaled)
 CP1602
 CP1602                          SUPERSEDED SURVEY CONTROL
 CP1602
 CP1602  NGVD 29 (??/??/92)   25.189  (m)           82.64   (f) ADJ UNCH    2 0
 CP1602
 CP1602.Superseded values are not recommended for survey control.
 CP1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1602.See file dsdata.txt to determine how the superseded data were derived.
 CP1602
 CP1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR680547(NAD 83)
 CP1602_MARKER: DB = BENCH MARK DISK
 CP1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1602_STAMPING: 54V2 1970
 CP1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1602+STABILITY: SURFACE MOTION
 CP1602
 CP1602  HISTORY     - Date     Condition        Report By
 CP1602  HISTORY     - 1970     MONUMENTED       LADH
 CP1602  HISTORY     - 1973     GOOD             LADTD
 CP1602
 CP1602                          STATION DESCRIPTION
 CP1602
 CP1602'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1602'3.85 MI N FROM NEWELLTON.
 CP1602'ABOUT 0.45 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1602'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1602'AND 605.  THENCE ABOUT 3.35 MILES NORTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1602'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608.  THENCE ABOUT 0.05
 CP1602'MILES EAST ALONG LOUISIANA HIGHWAY 608.  IT IS 53.3 FEET NORTHWEST OF
 CP1602'THE CENTERLINE OF LOUISIANA HIGHWAY 608, 132.8 FEET EAST OF THE
 CP1602'CENTERLINE OF LOUISIANA HIGHWAY 605, 114.5 FEET SOUTHWEST OF THE
 CP1602'SOUTHWEST CORNER OF A TENANT HOUSE, 1.3 FEET WEST OF A POWERPOLE, SET
 CP1602'IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS
 CP1602'POST IS SET 1.0 FOOT SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0818 ***********************************************************************
 BW0818  DESIGNATION -  54 V 20
 BW0818  PID         -  BW0818
 BW0818  STATE/COUNTY-  LA/TENSAS
 BW0818  USGS QUAD   -  LAKE BRUIN (1994)
 BW0818
 BW0818                         *CURRENT SURVEY CONTROL
 BW0818  ___________________________________________________________________
 BW0818* NAD 83(1986)-  31 58 35.     (N)    091 16 04.     (W)     SCALED    
 BW0818* NAVD 88     -        21.81   (+/-2cm)      71.6    (feet)  VERTCON   
 BW0818  ___________________________________________________________________
 BW0818  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW0818
 BW0818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0818
 BW0818.The horizontal coordinates were scaled from a topographic map and have
 BW0818.an estimated accuracy of +/- 6 seconds.
 BW0818
 BW0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0818.The vertical order pertains to the NGVD 29 superseded value.
 BW0818
 BW0818.The geoid height was determined by GEOID03.
 BW0818
 BW0818;                    North         East    Units  Estimated Accuracy
 BW0818;SPC LA N     -   164,360.    1,116,450.      MT  (+/- 180 meters Scaled)
 BW0818
 BW0818                          SUPERSEDED SURVEY CONTROL
 BW0818
 BW0818  NGVD 29 (??/??/92)   21.828  (m)           71.61   (f) ADJ UNCH    2 0
 BW0818
 BW0818.Superseded values are not recommended for survey control.
 BW0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0818.See file dsdata.txt to determine how the superseded data were derived.
 BW0818
 BW0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR636391(NAD 83)
 BW0818_MARKER: DB = BENCH MARK DISK
 BW0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0818_STAMPING: 54V20 1970
 BW0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0818+STABILITY: SURFACE MOTION
 BW0818
 BW0818  HISTORY     - Date     Condition        Report By
 BW0818  HISTORY     - 1970     MONUMENTED       LADH
 BW0818  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BW0818
 BW0818                          STATION DESCRIPTION
 BW0818
 BW0818'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0818'5.7 MI NW FROM ST JOSEPH.
 BW0818'ABOUT 3.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW0818'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF U.S. HIGHWAY 65.
 BW0818'THENCE NORTHEAST ALONG U.S. HIGHWAY 65, 2.6 MILES TO THE MARK.  IT IS
 BW0818'100 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 2.0 FEET
 BW0818'SOUTH OF A POWER POLE, 1.0 FOOT EAST OF A FENCE, 317.0 FEET SOUTHWEST
 BW0818'OF A CONCRETE HEADWALL ON A 24 INCH PIPE CROSS DRAIN.  SET IN TOP OF A
 BW0818'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 BW0818'IS SET 1.0 FOOT EAST OF THE MARK.
 BW0818
 BW0818                          STATION RECOVERY (2005)
 BW0818
 BW0818'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0998 ***********************************************************************
 BW0998  DESIGNATION -  54 V 21
 BW0998  PID         -  BW0998
 BW0998  STATE/COUNTY-  LA/TENSAS
 BW0998  USGS QUAD   -  LAKE BRUIN (1994)
 BW0998
 BW0998                         *CURRENT SURVEY CONTROL
 BW0998  ___________________________________________________________________
 BW0998* NAD 83(1986)-  31 57 49.     (N)    091 16 30.     (W)     SCALED    
 BW0998* NAVD 88     -        21.56   (+/-2cm)      70.7    (feet)  VERTCON   
 BW0998  ___________________________________________________________________
 BW0998  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0998
 BW0998  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0998
 BW0998.The horizontal coordinates were scaled from a topographic map and have
 BW0998.an estimated accuracy of +/- 6 seconds.
 BW0998
 BW0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0998.The vertical order pertains to the NGVD 29 superseded value.
 BW0998
 BW0998.The geoid height was determined by GEOID03.
 BW0998
 BW0998;                    North         East    Units  Estimated Accuracy
 BW0998;SPC LA N     -   162,930.    1,115,790.      MT  (+/- 180 meters Scaled)
 BW0998
 BW0998                          SUPERSEDED SURVEY CONTROL
 BW0998
 BW0998  NGVD 29 (??/??/92)   21.574  (m)           70.78   (f) ADJ UNCH    2 0
 BW0998
 BW0998.Superseded values are not recommended for survey control.
 BW0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0998.See file dsdata.txt to determine how the superseded data were derived.
 BW0998
 BW0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR630377(NAD 83)
 BW0998_MARKER: DB = BENCH MARK DISK
 BW0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0998_STAMPING: 54V21 1970
 BW0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0998+STABILITY: SURFACE MOTION
 BW0998
 BW0998  HISTORY     - Date     Condition        Report By
 BW0998  HISTORY     - 1970     MONUMENTED       LADH
 BW0998  HISTORY     - 1973     GOOD             LADTD
 BW0998
 BW0998                          STATION DESCRIPTION
 BW0998
 BW0998'DESCRIBED BY LA TRANSP AND DEV 1973
 BW0998'4.75 MI NW FROM ST JOSEPH.
 BW0998'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW0998'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 BW0998'AND U.S. HIGHWAY 65.  THENCE ABOUT 1.65 MILES NORTHEAST ALONG U.S.
 BW0998'HIGHWAY 65.  IT IS 99.3 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 BW0998'HIGHWAY 65, 190.0 FEET SOUTHWEST OF A CONCRETE HEADWALL ON A 30-INCH
 BW0998'DIAMETER CULVERT, 3.2 FEET NORTHEAST OF A POWERPOLE.  SET IN TOP OF A
 BW0998'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BW0998'POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0999 ***********************************************************************
 BW0999  DESIGNATION -  54 V 22
 BW0999  PID         -  BW0999
 BW0999  STATE/COUNTY-  LA/TENSAS
 BW0999  USGS QUAD   -  LAKE BRUIN (1994)
 BW0999
 BW0999                         *CURRENT SURVEY CONTROL
 BW0999  ___________________________________________________________________
 BW0999* NAD 83(1986)-  31 57 01.     (N)    091 16 48.     (W)     SCALED    
 BW0999* NAVD 88     -        20.88   (+/-2cm)      68.5    (feet)  VERTCON   
 BW0999  ___________________________________________________________________
 BW0999  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0999
 BW0999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0999
 BW0999.The horizontal coordinates were scaled from a topographic map and have
 BW0999.an estimated accuracy of +/- 6 seconds.
 BW0999
 BW0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0999.The vertical order pertains to the NGVD 29 superseded value.
 BW0999
 BW0999.The geoid height was determined by GEOID03.
 BW0999
 BW0999;                    North         East    Units  Estimated Accuracy
 BW0999;SPC LA N     -   161,450.    1,115,330.      MT  (+/- 180 meters Scaled)
 BW0999
 BW0999                          SUPERSEDED SURVEY CONTROL
 BW0999
 BW0999  NGVD 29 (??/??/92)   20.893  (m)           68.55   (f) ADJ UNCH    2 0
 BW0999
 BW0999.Superseded values are not recommended for survey control.
 BW0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0999.See file dsdata.txt to determine how the superseded data were derived.
 BW0999
 BW0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR625362(NAD 83)
 BW0999_MARKER: DB = BENCH MARK DISK
 BW0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0999_STAMPING: 54V22 1970
 BW0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0999+STABILITY: SURFACE MOTION
 BW0999
 BW0999  HISTORY     - Date     Condition        Report By
 BW0999  HISTORY     - 1970     MONUMENTED       LADH
 BW0999  HISTORY     - 1973     GOOD             LADTD
 BW0999
 BW0999                          STATION DESCRIPTION
 BW0999
 BW0999'DESCRIBED BY LA TRANSP AND DEV 1973
 BW0999'3.70 MI NW FROM ST JOSEPH.
 BW0999'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW0999'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 BW0999'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.60 MILE NORTHEAST ALONG U.S.
 BW0999'HIGHWAY 65.  IT IS 103.1 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 BW0999'HIGHWAY 65, 349.0 FEET SOUTHWEST OF A CONCRETE HEADWALL ON A 30-INCH
 BW0999'DIAMETER CULVERT, 1.0 FOOT SOUTH OF A POWERPOLE.  SET IN TOP OF A
 BW0999'CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BW0999'POST IS SET 1.0 FOOT SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1000 ***********************************************************************
 BW1000  DESIGNATION -  54 V 23
 BW1000  PID         -  BW1000
 BW1000  STATE/COUNTY-  LA/TENSAS
 BW1000  USGS QUAD   -  LAKE BRUIN (1994)
 BW1000
 BW1000                         *CURRENT SURVEY CONTROL
 BW1000  ___________________________________________________________________
 BW1000* NAD 83(1986)-  31 56 37.     (N)    091 16 42.     (W)     SCALED    
 BW1000* NAVD 88     -        21.93   (+/-2cm)      71.9    (feet)  VERTCON   
 BW1000  ___________________________________________________________________
 BW1000  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW1000
 BW1000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1000
 BW1000.The horizontal coordinates were scaled from a topographic map and have
 BW1000.an estimated accuracy of +/- 6 seconds.
 BW1000
 BW1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1000.The vertical order pertains to the NGVD 29 superseded value.
 BW1000
 BW1000.The geoid height was determined by GEOID03.
 BW1000
 BW1000;                    North         East    Units  Estimated Accuracy
 BW1000;SPC LA N     -   160,710.    1,115,500.      MT  (+/- 180 meters Scaled)
 BW1000
 BW1000                          SUPERSEDED SURVEY CONTROL
 BW1000
 BW1000  NGVD 29 (??/??/92)   21.944  (m)           71.99   (f) ADJ UNCH    2 0
 BW1000
 BW1000.Superseded values are not recommended for survey control.
 BW1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1000.See file dsdata.txt to determine how the superseded data were derived.
 BW1000
 BW1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR627354(NAD 83)
 BW1000_MARKER: DB = BENCH MARK DISK
 BW1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1000_STAMPING: 54V23 1970
 BW1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1000+STABILITY: SURFACE MOTION
 BW1000
 BW1000  HISTORY     - Date     Condition        Report By
 BW1000  HISTORY     - 1970     MONUMENTED       LADH
 BW1000  HISTORY     - 1973     GOOD             LADTD
 BW1000
 BW1000                          STATION DESCRIPTION
 BW1000
 BW1000'DESCRIBED BY LA TRANSP AND DEV 1973
 BW1000'3.10 MI NW FROM ST JOSEPH.
 BW1000'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1000'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 BW1000'AND U.S. HIGHWAY 65.  IT IS 229.0 FEET SOUTHEAST OF THE CENTERLINE OF
 BW1000'U.S. HIGHWAY 65, 208.0 FEET NORTH OF THE NORTH EDGE OF A CONCRETE BOX
 BW1000'CULVERT UNDER LOUISIANA HIGHWAY 128, 55.0 FEET EAST OF AN UNDERGROUND
 BW1000'TELEPHONE CABLE WITNESS POST.  SET IN TOP OF A CONCRETE POST
 BW1000'PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0
 BW1000'FOOT NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0814 ***********************************************************************
 BW0814  DESIGNATION -  54 V 24
 BW0814  PID         -  BW0814
 BW0814  STATE/COUNTY-  LA/TENSAS
 BW0814  USGS QUAD   -  LAKE BRUIN (1994)
 BW0814
 BW0814                         *CURRENT SURVEY CONTROL
 BW0814  ___________________________________________________________________
 BW0814* NAD 83(1986)-  31 55 55.     (N)    091 17 42.     (W)     SCALED    
 BW0814* NAVD 88     -        21.20   (+/-2cm)      69.6    (feet)  VERTCON   
 BW0814  ___________________________________________________________________
 BW0814  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0814
 BW0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0814
 BW0814.The horizontal coordinates were scaled from a topographic map and have
 BW0814.an estimated accuracy of +/- 6 seconds.
 BW0814
 BW0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0814.The vertical order pertains to the NGVD 29 superseded value.
 BW0814
 BW0814.The geoid height was determined by GEOID03.
 BW0814
 BW0814;                    North         East    Units  Estimated Accuracy
 BW0814;SPC LA N     -   159,400.    1,113,940.      MT  (+/- 180 meters Scaled)
 BW0814
 BW0814                          SUPERSEDED SURVEY CONTROL
 BW0814
 BW0814  NGVD 29 (??/??/92)   21.215  (m)           69.60   (f) ADJ UNCH    2 0
 BW0814
 BW0814.Superseded values are not recommended for survey control.
 BW0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0814.See file dsdata.txt to determine how the superseded data were derived.
 BW0814
 BW0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR611341(NAD 83)
 BW0814_MARKER: DB = BENCH MARK DISK
 BW0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0814_STAMPING: 54V24 1970
 BW0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0814+STABILITY: SURFACE MOTION
 BW0814
 BW0814  HISTORY     - Date     Condition        Report By
 BW0814  HISTORY     - 1970     MONUMENTED       LADH
 BW0814  HISTORY     - 20050318 GOOD             USPSQD
 BW0814
 BW0814                          STATION DESCRIPTION
 BW0814
 BW0814'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0814'4.1 MI SW FROM ST JOSEPH.
 BW0814'ABOUT 3.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW0814'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF U.S HIGHWAY 65.
 BW0814'THENCE SOUTHWEST ALONG U.S. HIGHWAY 65, 1.0 MILE TO THE MARK.  IT IS
 BW0814'320.0 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 35.0 FEET
 BW0814'SOUTHEAST OF A FARM ROAD, 43.0 FEET NORTHWEST OF A FENCE, 2.0 FEET
 BW0814'SOUTHWEST OF A POWER POLE LOCATED ON THE MOUND PLANTATION.  SET IN TOP
 BW0814'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS
 BW0814'POST IS SET 1.0 FOOT NORTHWEST OF THE MARK.
 BW0814
 BW0814                          STATION RECOVERY (2005)
 BW0814
 BW0814'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0813 ***********************************************************************
 BW0813  DESIGNATION -  54 V 25
 BW0813  PID         -  BW0813
 BW0813  STATE/COUNTY-  LA/TENSAS
 BW0813  USGS QUAD   -  LAKE BRUIN (1994)
 BW0813
 BW0813                         *CURRENT SURVEY CONTROL
 BW0813  ___________________________________________________________________
 BW0813* NAD 83(1986)-  31 55 11.     (N)    091 18 18.     (W)     SCALED    
 BW0813* NAVD 88     -        21.81   (+/-2cm)      71.6    (feet)  VERTCON   
 BW0813  ___________________________________________________________________
 BW0813  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW0813
 BW0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0813
 BW0813.The horizontal coordinates were scaled from a topographic map and have
 BW0813.an estimated accuracy of +/- 6 seconds.
 BW0813
 BW0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0813.The vertical order pertains to the NGVD 29 superseded value.
 BW0813
 BW0813.The geoid height was determined by GEOID03.
 BW0813
 BW0813;                    North         East    Units  Estimated Accuracy
 BW0813;SPC LA N     -   158,040.    1,113,010.      MT  (+/- 180 meters Scaled)
 BW0813
 BW0813                          SUPERSEDED SURVEY CONTROL
 BW0813
 BW0813  NGVD 29 (??/??/92)   21.821  (m)           71.59   (f) ADJ UNCH    2 0
 BW0813
 BW0813.Superseded values are not recommended for survey control.
 BW0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0813.See file dsdata.txt to determine how the superseded data were derived.
 BW0813
 BW0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR602327(NAD 83)
 BW0813_MARKER: DB = BENCH MARK DISK
 BW0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0813_STAMPING: 54V25 1970
 BW0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0813+STABILITY: SURFACE MOTION
 BW0813
 BW0813  HISTORY     - Date     Condition        Report By
 BW0813  HISTORY     - 1970     MONUMENTED       LADH
 BW0813
 BW0813                          STATION DESCRIPTION
 BW0813
 BW0813'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0813'5.2 MI SW FROM ST JOSEPH.
 BW0813'ABOUT 3.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW0813'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF U.S. HIGHWAY 65.
 BW0813'THENCE SOUTHWEST ALONG U.S. HIGHWAY 65, 2.1 MILES TO THE MARK.  IT IS
 BW0813'60.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 1.5 FEET EAST OF
 BW0813'A POWER POLE, 1.0 FOOT EAST OF A FENCE.  SET IN TOP OF A CONCRETE POST
 BW0813'PROJECTING 1 INCH ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT
 BW0813'EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0812 ***********************************************************************
 BW0812  DESIGNATION -  54 V 26
 BW0812  PID         -  BW0812
 BW0812  STATE/COUNTY-  LA/TENSAS
 BW0812  USGS QUAD   -  LAKE BRUIN (1994)
 BW0812
 BW0812                         *CURRENT SURVEY CONTROL
 BW0812  ___________________________________________________________________
 BW0812* NAD 83(1986)-  31 54 31.     (N)    091 19 00.     (W)     SCALED    
 BW0812* NAVD 88     -        20.12   (+/-2cm)      66.0    (feet)  VERTCON   
 BW0812  ___________________________________________________________________
 BW0812  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW0812
 BW0812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0812
 BW0812.The horizontal coordinates were scaled from a topographic map and have
 BW0812.an estimated accuracy of +/- 6 seconds.
 BW0812
 BW0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0812.The vertical order pertains to the NGVD 29 superseded value.
 BW0812
 BW0812.The geoid height was determined by GEOID03.
 BW0812
 BW0812;                    North         East    Units  Estimated Accuracy
 BW0812;SPC LA N     -   156,790.    1,111,920.      MT  (+/- 180 meters Scaled)
 BW0812
 BW0812                          SUPERSEDED SURVEY CONTROL
 BW0812
 BW0812  NGVD 29 (??/??/92)   20.136  (m)           66.06   (f) ADJ UNCH    2 0
 BW0812
 BW0812.Superseded values are not recommended for survey control.
 BW0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0812.See file dsdata.txt to determine how the superseded data were derived.
 BW0812
 BW0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR591315(NAD 83)
 BW0812_MARKER: DB = BENCH MARK DISK
 BW0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0812_STAMPING: 54V26 1970
 BW0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0812+STABILITY: SURFACE MOTION
 BW0812
 BW0812  HISTORY     - Date     Condition        Report By
 BW0812  HISTORY     - 1970     MONUMENTED       LADH
 BW0812
 BW0812                          STATION DESCRIPTION
 BW0812
 BW0812'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0812'6.1 MI SW FROM ST JOSEPH.
 BW0812'ABOUT 3.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW0812'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF U.S. HIGHWAY 65.
 BW0812'THENCE SOUTHWEST ALONG U.S. HIGHWAY 65, 3.0 MILES TO THE MARK.  IT IS
 BW0812'63.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 2.0 FEET SOUTH OF
 BW0812'A POWER POLE, 117.0 FEET SOUTHWEST OF A 24 INCH PIPE FOR A RAMP
 BW0812'LEADING TO A FIELD ROAD.  SET IN TOP OF A CONCRETE POST PROJECTING 4
 BW0812'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTHWEST
 BW0812'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0811 ***********************************************************************
 BW0811  DESIGNATION -  54 V 27
 BW0811  PID         -  BW0811
 BW0811  STATE/COUNTY-  LA/TENSAS
 BW0811  USGS QUAD   -  LAKE BRUIN (1994)
 BW0811
 BW0811                         *CURRENT SURVEY CONTROL
 BW0811  ___________________________________________________________________
 BW0811* NAD 83(1986)-  31 53 43.     (N)    091 19 24.     (W)     SCALED    
 BW0811* NAVD 88     -        20.19   (+/-2cm)      66.2    (feet)  VERTCON   
 BW0811  ___________________________________________________________________
 BW0811  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0811
 BW0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0811
 BW0811.The horizontal coordinates were scaled from a topographic map and have
 BW0811.an estimated accuracy of +/- 6 seconds.
 BW0811
 BW0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0811.The vertical order pertains to the NGVD 29 superseded value.
 BW0811
 BW0811.The geoid height was determined by GEOID03.
 BW0811
 BW0811;                    North         East    Units  Estimated Accuracy
 BW0811;SPC LA N     -   155,310.    1,111,300.      MT  (+/- 180 meters Scaled)
 BW0811
 BW0811                          SUPERSEDED SURVEY CONTROL
 BW0811
 BW0811  NGVD 29 (??/??/92)   20.203  (m)           66.28   (f) ADJ UNCH    2 0
 BW0811
 BW0811.Superseded values are not recommended for survey control.
 BW0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0811.See file dsdata.txt to determine how the superseded data were derived.
 BW0811
 BW0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR585300(NAD 83)
 BW0811_MARKER: DB = BENCH MARK DISK
 BW0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0811_STAMPING: 54V27 1970
 BW0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0811+STABILITY: SURFACE MOTION
 BW0811
 BW0811  HISTORY     - Date     Condition        Report By
 BW0811  HISTORY     - 1970     MONUMENTED       LADH
 BW0811  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BW0811
 BW0811                          STATION DESCRIPTION
 BW0811
 BW0811'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0811'7.2 MI SW FROM ST JOSEPH.
 BW0811'ABOUT 3.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW0811'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF U.S. HIGHWAY 65.
 BW0811'THENCE SOUTHWEST ALONG U.S. HIGHWAY 65, 4.1 MILES TO THE MARK.  IT IS
 BW0811'63.0 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 2.0 FEET
 BW0811'NORTHEAST OF A POWER POLE, 36.0 FEET SOUTH OF A RAMP LEADING TO FIELD
 BW0811'ROAD, 34.0 FEET SOUTHEAST OF THE EAST EDGE OF A CONCRETE HEAD WALL.
 BW0811'SET IN TOP OF A CONCRETE POST PROJECTING 1.0 INCH ABOVE GROUND.  A
 BW0811'STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
 BW0811
 BW0811                          STATION RECOVERY (2005)
 BW0811
 BW0811'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0810 ***********************************************************************
 BW0810  DESIGNATION -  54 V 28
 BW0810  PID         -  BW0810
 BW0810  STATE/COUNTY-  LA/TENSAS
 BW0810  USGS QUAD   -  LAKE BRUIN (1994)
 BW0810
 BW0810                         *CURRENT SURVEY CONTROL
 BW0810  ___________________________________________________________________
 BW0810* NAD 83(1986)-  31 53 19.     (N)    091 20 30.     (W)     SCALED    
 BW0810* NAVD 88     -        20.18   (+/-2cm)      66.2    (feet)  VERTCON   
 BW0810  ___________________________________________________________________
 BW0810  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0810
 BW0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0810
 BW0810.The horizontal coordinates were scaled from a topographic map and have
 BW0810.an estimated accuracy of +/- 6 seconds.
 BW0810
 BW0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0810.The vertical order pertains to the NGVD 29 superseded value.
 BW0810
 BW0810.The geoid height was determined by GEOID03.
 BW0810
 BW0810;                    North         East    Units  Estimated Accuracy
 BW0810;SPC LA N     -   154,550.    1,109,580.      MT  (+/- 180 meters Scaled)
 BW0810
 BW0810                          SUPERSEDED SURVEY CONTROL
 BW0810
 BW0810  NGVD 29 (??/??/92)   20.189  (m)           66.24   (f) ADJ UNCH    2 0
 BW0810
 BW0810.Superseded values are not recommended for survey control.
 BW0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0810.See file dsdata.txt to determine how the superseded data were derived.
 BW0810
 BW0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR568292(NAD 83)
 BW0810_MARKER: DB = BENCH MARK DISK
 BW0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0810_STAMPING: 54V28 1970
 BW0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0810+STABILITY: SURFACE MOTION
 BW0810
 BW0810  HISTORY     - Date     Condition        Report By
 BW0810  HISTORY     - 1970     MONUMENTED       LADH
 BW0810
 BW0810                          STATION DESCRIPTION
 BW0810
 BW0810'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0810'8.3 MI SW FROM ST JOSEPH.
 BW0810'ABOUT 3.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW0810'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF U.S. HIGHWAY 65.
 BW0810'THENCE SOUTHWEST ALONG U.S. HIGHWAY 65, 5.2 MILES TO THE MARK.  IT IS
 BW0810'64.0 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 1.0 FOOT
 BW0810'SOUTH OF A POWER POLE, 312.0 FEET NORTHEAST OF A CONCRETE HEADWALL ON
 BW0810'PIPE LEADING TO A FIELD ROAD.  SET IN TOP OF A CONCRETE POST
 BW0810'PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 BW0810'FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0809 ***********************************************************************
 BW0809  DESIGNATION -  54 V 29
 BW0809  PID         -  BW0809
 BW0809  STATE/COUNTY-  LA/TENSAS
 BW0809  USGS QUAD   -  LAKE BRUIN (1994)
 BW0809
 BW0809                         *CURRENT SURVEY CONTROL
 BW0809  ___________________________________________________________________
 BW0809* NAD 83(1986)-  31 52 55.     (N)    091 21 06.     (W)     SCALED    
 BW0809* NAVD 88     -        19.80   (+/-2cm)      65.0    (feet)  VERTCON   
 BW0809  ___________________________________________________________________
 BW0809  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0809
 BW0809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0809
 BW0809.The horizontal coordinates were scaled from a topographic map and have
 BW0809.an estimated accuracy of +/- 6 seconds.
 BW0809
 BW0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0809.The vertical order pertains to the NGVD 29 superseded value.
 BW0809
 BW0809.The geoid height was determined by GEOID03.
 BW0809
 BW0809;                    North         East    Units  Estimated Accuracy
 BW0809;SPC LA N     -   153,800.    1,108,640.      MT  (+/- 180 meters Scaled)
 BW0809
 BW0809                          SUPERSEDED SURVEY CONTROL
 BW0809
 BW0809  NGVD 29 (??/??/92)   19.816  (m)           65.01   (f) ADJ UNCH    2 0
 BW0809
 BW0809.Superseded values are not recommended for survey control.
 BW0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0809.See file dsdata.txt to determine how the superseded data were derived.
 BW0809
 BW0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR559285(NAD 83)
 BW0809_MARKER: DB = BENCH MARK DISK
 BW0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0809_STAMPING: 54V29 1970
 BW0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0809+STABILITY: SURFACE MOTION
 BW0809
 BW0809  HISTORY     - Date     Condition        Report By
 BW0809  HISTORY     - 1970     MONUMENTED       LADH
 BW0809
 BW0809                          STATION DESCRIPTION
 BW0809
 BW0809'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0809'6.3 MI NE FROM WATERPROOF.
 BW0809'ABOUT 2.2 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 568 FROM THE HIGH
 BW0809'SCHOOL IN WATERPROOF TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE
 BW0809'NORTHEAST ALONG U.S. HIGHWAY 65, 4.1 MILES TO THE MARK.  IT IS 61.0
 BW0809'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 2.0 FEET WEST OF
 BW0809'AN UNDERGROUND TELEPHONE CABLE WITNESS POST, 1.0 FOOT WEST OF A FENCE,
 BW0809'89.0 FEET NORTHEAST OF A POWER POLE.  SET IN TOP OF A CONCRETE POST
 BW0809'PROJECTING 5 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 BW0809'FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1601 ***********************************************************************
 CP1601  DESIGNATION -  54 V 3
 CP1601  PID         -  CP1601
 CP1601  STATE/COUNTY-  LA/TENSAS
 CP1601  USGS QUAD   -  SOMERSET (1994)
 CP1601
 CP1601                         *CURRENT SURVEY CONTROL
 CP1601  ___________________________________________________________________
 CP1601* NAD 83(1986)-  32 07 45.     (N)    091 13 17.     (W)     SCALED    
 CP1601* NAVD 88     -        23.50   (+/-2cm)      77.1    (feet)  VERTCON   
 CP1601  ___________________________________________________________________
 CP1601  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1601
 CP1601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1601
 CP1601.The horizontal coordinates were scaled from a topographic map and have
 CP1601.an estimated accuracy of +/- 6 seconds.
 CP1601
 CP1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1601.The vertical order pertains to the NGVD 29 superseded value.
 CP1601
 CP1601.The geoid height was determined by GEOID03.
 CP1601
 CP1601;                    North         East    Units  Estimated Accuracy
 CP1601;SPC LA N     -   181,350.    1,120,640.      MT  (+/- 180 meters Scaled)
 CP1601
 CP1601                          SUPERSEDED SURVEY CONTROL
 CP1601
 CP1601  NGVD 29 (??/??/92)   23.517  (m)           77.16   (f) ADJ UNCH    2 0
 CP1601
 CP1601.Superseded values are not recommended for survey control.
 CP1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1601.See file dsdata.txt to determine how the superseded data were derived.
 CP1601
 CP1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR677561(NAD 83)
 CP1601_MARKER: DB = BENCH MARK DISK
 CP1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1601_STAMPING: 54V3 1970
 CP1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1601+STABILITY: SURFACE MOTION
 CP1601
 CP1601  HISTORY     - Date     Condition        Report By
 CP1601  HISTORY     - 1970     MONUMENTED       LADH
 CP1601  HISTORY     - 1971     GOOD             LADTD
 CP1601
 CP1601                          STATION DESCRIPTION
 CP1601
 CP1601'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1601'10.0 MI NW FROM NEWELLTON.
 CP1601'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1601'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1601'DIRECTION ALONG U.S. HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1601'LOUISIANA HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1601'2.4 MILES TO THE MARK.  IT IS 219.0 FEET WEST OF THE CENTERLINE OF
 CP1601'LOUISIANA HIGHWAY 605, 155.0 FEET SOUTH OF A FIELD ROAD, 16.0 FEET
 CP1601'EAST OF A WATER WELL WITH ELECTRIC PUMP, 2.0 FEET NORTHWEST OF A POWER
 CP1601'POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CP1601'A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0808 ***********************************************************************
 BW0808  DESIGNATION -  54 V 30
 BW0808  PID         -  BW0808
 BW0808  STATE/COUNTY-  LA/TENSAS
 BW0808  USGS QUAD   -  CHAMBLEE (1994)
 BW0808
 BW0808                         *CURRENT SURVEY CONTROL
 BW0808  ___________________________________________________________________
 BW0808* NAD 83(1986)-  31 51 49.     (N)    091 21 30.     (W)     SCALED    
 BW0808* NAVD 88     -        19.05   (+/-2cm)      62.5    (feet)  VERTCON   
 BW0808  ___________________________________________________________________
 BW0808  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0808
 BW0808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0808
 BW0808.The horizontal coordinates were scaled from a topographic map and have
 BW0808.an estimated accuracy of +/- 6 seconds.
 BW0808
 BW0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0808.The vertical order pertains to the NGVD 29 superseded value.
 BW0808
 BW0808.The geoid height was determined by GEOID03.
 BW0808
 BW0808;                    North         East    Units  Estimated Accuracy
 BW0808;SPC LA N     -   151,760.    1,108,030.      MT  (+/- 180 meters Scaled)
 BW0808
 BW0808                          SUPERSEDED SURVEY CONTROL
 BW0808
 BW0808  NGVD 29 (??/??/92)   19.060  (m)           62.53   (f) ADJ UNCH    2 0
 BW0808
 BW0808.Superseded values are not recommended for survey control.
 BW0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0808.See file dsdata.txt to determine how the superseded data were derived.
 BW0808
 BW0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR553264(NAD 83)
 BW0808_MARKER: DB = BENCH MARK DISK
 BW0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0808_STAMPING: 54V30 1970
 BW0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0808+STABILITY: SURFACE MOTION
 BW0808
 BW0808  HISTORY     - Date     Condition        Report By
 BW0808  HISTORY     - 1970     MONUMENTED       LADH
 BW0808  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BW0808
 BW0808                          STATION DESCRIPTION
 BW0808
 BW0808'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0808'5.1 MI NE FROM WATERPROOF.
 BW0808'ABOUT 2.2 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 568 FROM THE HIGH
 BW0808'SCHOOL IN WATERPROOF TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE
 BW0808'NORTHEAST ALONG U.S. HIGHWAY 65, 2.9 MILES TO THE MARK.  IT IS 67.0
 BW0808'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 50.0 FEET
 BW0808'NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD, 1.0 FOOT WEST OF A POWER
 BW0808'POLE, 1.0 FOOT EAST OF A FENCE.  SET IN TOP OF A CONCRETE POST
 BW0808'PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 BW0808'FOOT WEST OF THE MARK.
 BW0808
 BW0808                          STATION RECOVERY (2005)
 BW0808
 BW0808'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0807 ***********************************************************************
 BW0807  DESIGNATION -  54 V 31
 BW0807  PID         -  BW0807
 BW0807  STATE/COUNTY-  LA/TENSAS
 BW0807  USGS QUAD   -  CHAMBLEE (1994)
 BW0807
 BW0807                         *CURRENT SURVEY CONTROL
 BW0807  ___________________________________________________________________
 BW0807* NAD 83(1986)-  31 51 07.     (N)    091 21 54.     (W)     SCALED    
 BW0807* NAVD 88     -        19.50   (+/-2cm)      64.0    (feet)  VERTCON   
 BW0807  ___________________________________________________________________
 BW0807  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0807
 BW0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0807
 BW0807.The horizontal coordinates were scaled from a topographic map and have
 BW0807.an estimated accuracy of +/- 6 seconds.
 BW0807
 BW0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0807.The vertical order pertains to the NGVD 29 superseded value.
 BW0807
 BW0807.The geoid height was determined by GEOID03.
 BW0807
 BW0807;                    North         East    Units  Estimated Accuracy
 BW0807;SPC LA N     -   150,460.    1,107,410.      MT  (+/- 180 meters Scaled)
 BW0807
 BW0807                          SUPERSEDED SURVEY CONTROL
 BW0807
 BW0807  NGVD 29 (??/??/92)   19.514  (m)           64.02   (f) ADJ UNCH    2 0
 BW0807
 BW0807.Superseded values are not recommended for survey control.
 BW0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0807.See file dsdata.txt to determine how the superseded data were derived.
 BW0807
 BW0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR546251(NAD 83)
 BW0807_MARKER: DB = BENCH MARK DISK
 BW0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0807_STAMPING: 54V31 1970
 BW0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0807+STABILITY: SURFACE MOTION
 BW0807
 BW0807  HISTORY     - Date     Condition        Report By
 BW0807  HISTORY     - 1970     MONUMENTED       LADH
 BW0807
 BW0807                          STATION DESCRIPTION
 BW0807
 BW0807'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0807'4.1 MI NE FROM WATERPROOF.
 BW0807'ABOUT 2.2 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 568 FROM THE HIGH
 BW0807'SCHOOL IN WATERPROOF TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE
 BW0807'NORTHEAST ALONG U.S. HIGHWAY 65, 1.90 MILES TO THE MARK.  IT IS 101.0
 BW0807'FEET SOUTHEAST TO THE CENTERLINE OF U.S. HIGHWAY 65, 47.0 FEET WEST OF
 BW0807'THE WEST RAIL OF MISSOURI PACIFIC RAILROAD TRACK, 108.0 FEET NORTHEAST
 BW0807'OF A POWER POLE, 0.5 FOOT WEST OF A FENCE.  SET IN TOP OF A CONCRETE
 BW0807'POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET
 BW0807'1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0806 ***********************************************************************
 BW0806  DESIGNATION -  54 V 32 LADH
 BW0806  PID         -  BW0806
 BW0806  STATE/COUNTY-  LA/TENSAS
 BW0806  USGS QUAD   -  CHAMBLEE (1994)
 BW0806
 BW0806                         *CURRENT SURVEY CONTROL
 BW0806  ___________________________________________________________________
 BW0806* NAD 83(1986)-  31 50 25.     (N)    091 22 24.     (W)     SCALED    
 BW0806* NAVD 88     -        19.953  (meters)      65.46   (feet)  ADJUSTED  
 BW0806  ___________________________________________________________________
 BW0806  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0806  DYNAMIC HT  -          19.930 (meters)      65.39  (feet)  COMP
 BW0806  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 BW0806
 BW0806  VERT ORDER  -  FIRST     CLASS II
 BW0806
 BW0806.The horizontal coordinates were scaled from a topographic map and have
 BW0806.an estimated accuracy of +/- 6 seconds.
 BW0806
 BW0806.The orthometric height was determined by differential leveling
 BW0806.and adjusted by the National Geodetic Survey in February 1994..
 BW0806
 BW0806.The geoid height was determined by GEOID03.
 BW0806
 BW0806.The dynamic height is computed by dividing the NAVD 88
 BW0806.geopotential number by the normal gravity value computed on the
 BW0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0806.degrees latitude (g = 980.6199 gals.).
 BW0806
 BW0806.The modeled gravity was interpolated from observed gravity values.
 BW0806
 BW0806;                    North         East    Units  Estimated Accuracy
 BW0806;SPC LA N     -   149,160.    1,106,640.      MT  (+/- 180 meters Scaled)
 BW0806
 BW0806                          SUPERSEDED SURVEY CONTROL
 BW0806
 BW0806  NAVD 88 (06/15/91)   19.966  (m)           65.51   (f) UNKNOWN     1 2
 BW0806  NGVD 29 (??/??/??)   19.962  (m)           65.49   (f) ADJUSTED    1 2
 BW0806
 BW0806.Superseded values are not recommended for survey control.
 BW0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0806.See file dsdata.txt to determine how the superseded data were derived.
 BW0806
 BW0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR539238(NAD 83)
 BW0806_MARKER: DB = BENCH MARK DISK
 BW0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0806_STAMPING: 54V32 1970
 BW0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0806+STABILITY: SURFACE MOTION
 BW0806
 BW0806  HISTORY     - Date     Condition        Report By
 BW0806  HISTORY     - 1970     MONUMENTED       LADH
 BW0806  HISTORY     - 1979     GOOD             NGS
 BW0806
 BW0806                          STATION DESCRIPTION
 BW0806
 BW0806'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0806'3.1 MI NW FROM WATERPROOF.
 BW0806'ABOUT 2.2 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 568 FROM THE HIGH
 BW0806'SCHOOL IN WATERPROOF TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE
 BW0806'NORTHEAST ALONG U.S. HIGHWAY 65.  0.90 MILES TO THE MARK.  IT IS 75
 BW0806'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 74.0 FEET
 BW0806'NORTHWEST OF THE WEST RAIL OF MISSOURI PACIFIC RAILROAD TRACK, 2.0
 BW0806'FEET NORTH OF A POWER POLE, 318.0 FEET SOUTH OF THE SOUTHEAST CORNER
 BW0806'OF A CONCRETE BOX CULVERT.  SET IN TOP OF A CONCRETE POST PROJECTING 1
 BW0806'INCH ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE
 BW0806'MARK.
 BW0806
 BW0806                          STATION RECOVERY (1979)
 BW0806
 BW0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0798 ***********************************************************************
 BW0798  DESIGNATION -  54 V 33 LADH
 BW0798  PID         -  BW0798
 BW0798  STATE/COUNTY-  LA/TENSAS
 BW0798  USGS QUAD   -  WATERPROOF (1994)
 BW0798
 BW0798                         *CURRENT SURVEY CONTROL
 BW0798  ___________________________________________________________________
 BW0798* NAD 83(1986)-  31 49 44.     (N)    091 22 48.     (W)     SCALED    
 BW0798* NAVD 88     -        20.765  (meters)      68.13   (feet)  ADJUSTED  
 BW0798  ___________________________________________________________________
 BW0798  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0798  DYNAMIC HT  -          20.741 (meters)      68.05  (feet)  COMP
 BW0798  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BW0798
 BW0798  VERT ORDER  -  FIRST     CLASS II
 BW0798
 BW0798.The horizontal coordinates were scaled from a topographic map and have
 BW0798.an estimated accuracy of +/- 6 seconds.
 BW0798
 BW0798.The orthometric height was determined by differential leveling
 BW0798.and adjusted by the National Geodetic Survey in February 1994..
 BW0798
 BW0798.The geoid height was determined by GEOID03.
 BW0798
 BW0798.The dynamic height is computed by dividing the NAVD 88
 BW0798.geopotential number by the normal gravity value computed on the
 BW0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0798.degrees latitude (g = 980.6199 gals.).
 BW0798
 BW0798.The modeled gravity was interpolated from observed gravity values.
 BW0798
 BW0798;                    North         East    Units  Estimated Accuracy
 BW0798;SPC LA N     -   147,890.    1,106,020.      MT  (+/- 180 meters Scaled)
 BW0798
 BW0798                          SUPERSEDED SURVEY CONTROL
 BW0798
 BW0798  NAVD 88 (06/15/91)   20.778  (m)           68.17   (f) UNKNOWN     1 2
 BW0798  NGVD 29 (??/??/??)   20.774  (m)           68.16   (f) ADJUSTED    1 2
 BW0798
 BW0798.Superseded values are not recommended for survey control.
 BW0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0798.See file dsdata.txt to determine how the superseded data were derived.
 BW0798
 BW0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR533226(NAD 83)
 BW0798_MARKER: DB = BENCH MARK DISK
 BW0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0798_STAMPING: 54V33 1970
 BW0798_PROJECTION: FLUSH
 BW0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0798+STABILITY: SURFACE MOTION
 BW0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0798+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BW0798
 BW0798  HISTORY     - Date     Condition        Report By
 BW0798  HISTORY     - 1970     MONUMENTED       LADH
 BW0798  HISTORY     - 1979     GOOD             NGS
 BW0798  HISTORY     - 1981     GOOD             LADTD
 BW0798  HISTORY     - 20050318 GOOD             USPSQD
 BW0798
 BW0798                          STATION DESCRIPTION
 BW0798
 BW0798'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0798'2.2 MI NW FROM WATERPROOF.
 BW0798'ABOUT 2.2 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 568 FROM THE HIGH
 BW0798'SCHOOL IN WATERPROOF TO THE INTERSECTION OF U.S. HIGHWAY 65 AND THE
 BW0798'MARK.  IT IS 105.0 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 BW0798'65, 54.0 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 568,
 BW0798'57.0 FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD
 BW0798'TRACK, 1.0 FOOT EAST OF A TELEPHONE POLE, SET IN TOP OF A CONCRETE
 BW0798'POST PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET
 BW0798'1.0 FOOT NORTH OF THE MARK.
 BW0798
 BW0798                          STATION RECOVERY (1979)
 BW0798
 BW0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0798'RECOVERED IN GOOD CONDITION.
 BW0798
 BW0798                          STATION RECOVERY (1981)
 BW0798
 BW0798'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW0798'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 3.62 KM
 BW0798'(2.25 MI) NORTHEAST AND NORTHWEST ALONG STATE HIGHWAY 568 FROM THE
 BW0798'WATERPROOF HIGH SCHOOL IN WATERPROOF TO THE INTERSECTION OF STATE
 BW0798'HIGHWAY 568 AND U.S. HIGHWAY 65 AND THE MARK ON THE RIGHT NEAR A
 BW0798'TELEPHONE REPAIR BOX.  IT IS 32 METERS (105 FT) SOUTH-SOUTHEAST OF THE
 BW0798'CENTER OF U.S. 65, 16.9 METERS (55.5 FT) NORTHEAST OF THE CENTER OF
 BW0798'STATE HIGHWAY 568, 16.6 METERS (54.5 FT) WEST-NORTHWEST OF THE WEST
 BW0798'RAIL OF THE MISSOURI PACIFIC RAILROAD, 13.7 METERS (45 FT) EAST OF A
 BW0798'POWER POLE,  AND 0.6 METER (2 FT) NORTHEAST OF A TELEPHONE
 BW0798'REPAIR BOX AND POLE.
 BW0798'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 BW0798'THE MARK IS 2.54 M ABOVE US HIGHWAY 65.
 BW0798
 BW0798                          STATION RECOVERY (2005)
 BW0798
 BW0798'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0797 ***********************************************************************
 BW0797  DESIGNATION -  54 V 34 LADH
 BW0797  PID         -  BW0797
 BW0797  STATE/COUNTY-  LA/TENSAS
 BW0797  USGS QUAD   -  WATERPROOF (1994)
 BW0797
 BW0797                         *CURRENT SURVEY CONTROL
 BW0797  ___________________________________________________________________
 BW0797* NAD 83(1986)-  31 49 08.     (N)    091 23 11.     (W)     SCALED    
 BW0797* NAVD 88     -        19.986  (meters)      65.57   (feet)  ADJUSTED  
 BW0797  ___________________________________________________________________
 BW0797  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0797  DYNAMIC HT  -          19.963 (meters)      65.50  (feet)  COMP
 BW0797  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 BW0797
 BW0797  VERT ORDER  -  FIRST     CLASS II
 BW0797
 BW0797.The horizontal coordinates were scaled from a topographic map and have
 BW0797.an estimated accuracy of +/- 6 seconds.
 BW0797
 BW0797.The orthometric height was determined by differential leveling
 BW0797.and adjusted by the National Geodetic Survey in February 1994..
 BW0797
 BW0797.The geoid height was determined by GEOID03.
 BW0797
 BW0797.The dynamic height is computed by dividing the NAVD 88
 BW0797.geopotential number by the normal gravity value computed on the
 BW0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0797.degrees latitude (g = 980.6199 gals.).
 BW0797
 BW0797.The modeled gravity was interpolated from observed gravity values.
 BW0797
 BW0797;                    North         East    Units  Estimated Accuracy
 BW0797;SPC LA N     -   146,770.    1,105,420.      MT  (+/- 180 meters Scaled)
 BW0797
 BW0797                          SUPERSEDED SURVEY CONTROL
 BW0797
 BW0797  NAVD 88 (06/15/91)   19.999  (m)           65.61   (f) UNKNOWN     1 2
 BW0797  NGVD 29 (??/??/??)   19.995  (m)           65.60   (f) ADJUSTED    1 2
 BW0797
 BW0797.Superseded values are not recommended for survey control.
 BW0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0797.See file dsdata.txt to determine how the superseded data were derived.
 BW0797
 BW0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR527214(NAD 83)
 BW0797_MARKER: DB = BENCH MARK DISK
 BW0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0797_STAMPING: 54V34 1970
 BW0797_PROJECTION: PROJECTING 5 CENTIMETERS
 BW0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0797+STABILITY: SURFACE MOTION
 BW0797
 BW0797  HISTORY     - Date     Condition        Report By
 BW0797  HISTORY     - 1970     MONUMENTED       LADH
 BW0797  HISTORY     - 1973     GOOD             LADTD
 BW0797  HISTORY     - 1979     GOOD             NGS
 BW0797  HISTORY     - 1981     GOOD             LADTD
 BW0797
 BW0797                          STATION DESCRIPTION
 BW0797
 BW0797'DESCRIBED BY LA TRANSP AND DEV 1973
 BW0797'1.5 MI NW FROM WATERPROOF.
 BW0797'ABOUT 0.50 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 568 FROM THE HIGH
 BW0797'SCHOOL IN WATERPROOF TO THE INTERSECTION OF MYRTLE GROVE LANE. THENCE
 BW0797'NORTHWEST ALONG MYRTLE GROVE LANE AND A PARISH BLACK TOP ROAD 1.0 MILE
 BW0797'TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE SOUTHWEST ALONG U.S.
 BW0797'HIGHWAY 65, 1.0 MILE TO THE MARK.  IT IS 104.0 FEET SOUTHEAST OF THE
 BW0797'CENTERLINE OF U.S. HIGHWAY 65, 74.0 FEET SOUTHWEST OF THE CENTERLINE
 BW0797'OF A PARISH BLACK TOP ROAD, 49.0 FEET WEST OF THE WEST RAIL OF THE
 BW0797'MISSOURI PACIFIC RAILROAD TRACK,, 59.0 FEET SOUTH OF A POWER POLE, 7.0
 BW0797'FEET NORTH OF A 20-INCH ELM TREE.  SET IN TOP OF A CONCRETE POST
 BW0797'PROJECTING 6 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 BW0797'FOOT NORTHWEST OF THE MARK.
 BW0797
 BW0797                          STATION RECOVERY (1979)
 BW0797
 BW0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0797'RECOVERED IN GOOD CONDITION.
 BW0797
 BW0797                          STATION RECOVERY (1981)
 BW0797
 BW0797'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW0797'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 3.62 KM
 BW0797'(2.25 MI) NORTHEAST AND NORTHWEST ALONG STATE HIGHWAY 568 FROM THE
 BW0797'WATERPROOF HIGH SCHOOL IN WATERPROOF TO THE INTERSECTION OF STATE
 BW0797'HIGHWAY 568 AND U.S. HIGHWAY 65, THENCE ABOUT 1.17 KM (0.7 MI) SOUTH
 BW0797'ALONG U.S. 65 TO THE INTERSECTION OF U.S. 65 AND STATE HIGHWAY 3209
 BW0797'AND THE MARK ON THE LEFT AND SOUTH OF STATE HIGHWAY 3209.  IT IS
 BW0797'27 METERS (88.5 FT) SOUTHEAST OF THE CENTER OF U.S. 65, 18.1 KM
 BW0797'(59.5 FT) NORTHWEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD,
 BW0797'18 METERS (59 FT) SOUTH OF THE SOUTH END OF A CEMENT CULVERT UNDER
 BW0797'STATE HIGHWAY 3209, 16.8 METERS (55 FT) SOUTHWEST OF THE CENTER OF
 BW0797'STATE HIGHWAY 3209,  AND 0.9 METER (3 FT) SOUTHWEST OF A POWER POLE.
 BW0797'THE MARK IS 0.20 METERS  SW FROM A WITNESS POST.
 BW0797'THE MARK IS 0.30 M BELOW US HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0795 ***********************************************************************
 BW0795  DESIGNATION -  54 V 36 LADH
 BW0795  PID         -  BW0795
 BW0795  STATE/COUNTY-  LA/TENSAS
 BW0795  USGS QUAD   -  WATERPROOF (1994)
 BW0795
 BW0795                         *CURRENT SURVEY CONTROL
 BW0795  ___________________________________________________________________
 BW0795* NAD 83(1986)-  31 47 43.     (N)    091 24 18.     (W)     SCALED    
 BW0795* NAVD 88     -        19.11   (+/-2cm)      62.7    (feet)  VERTCON   
 BW0795  ___________________________________________________________________
 BW0795  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0795
 BW0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0795
 BW0795.The horizontal coordinates were scaled from a topographic map and have
 BW0795.an estimated accuracy of +/- 6 seconds.
 BW0795
 BW0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0795.The vertical order pertains to the NGVD 29 superseded value.
 BW0795
 BW0795.The geoid height was determined by GEOID03.
 BW0795
 BW0795;                    North         East    Units  Estimated Accuracy
 BW0795;SPC LA N     -   144,140.    1,103,690.      MT  (+/- 180 meters Scaled)
 BW0795
 BW0795                          SUPERSEDED SURVEY CONTROL
 BW0795
 BW0795  NGVD 29 (??/??/92)   19.120  (m)           62.73   (f) ADJ UNCH    2 0
 BW0795
 BW0795.Superseded values are not recommended for survey control.
 BW0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0795.See file dsdata.txt to determine how the superseded data were derived.
 BW0795
 BW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR509188(NAD 83)
 BW0795_MARKER: DB = BENCH MARK DISK
 BW0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0795_STAMPING: 54V36 1970
 BW0795_PROJECTION: PROJECTING 5 CENTIMETERS
 BW0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0795+STABILITY: SURFACE MOTION
 BW0795
 BW0795  HISTORY     - Date     Condition        Report By
 BW0795  HISTORY     - 1970     MONUMENTED       LADH
 BW0795  HISTORY     - 1981     GOOD             LADTD
 BW0795
 BW0795                          STATION DESCRIPTION
 BW0795
 BW0795'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0795'3.60 MI SW FROM WATERPROOF.
 BW0795'ABOUT 0.50 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 568 FROM  THE HIGH
 BW0795'SCHOOL IN WATERPROOF TO THE INTERSECTION OF MYRTLE GROVE LANE. THENCE
 BW0795'NORTHWEST ALONG MYRTLE GROVE LANE AND A PARISH BLACK TOP ROAD 1.0 MILE
 BW0795'TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE SOUTHWEST ALONG U.S.
 BW0795'HIGHWAY 65, 2.10 MILES TO THE MARK.  IT IS 98.0 FEET SOUTHEAST OF THE
 BW0795'CENTERLINE OF U.S. HIGHWAY 65, 54.0 FEET WEST OF THE WEST RAIL OF THE
 BW0795'MISSOURI PACIFIC RAILROAD TRACK, 1.0 FOOT SOUTH OF A POWER POLE. SET
 BW0795'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A STEEL
 BW0795'WITNESS POST IS SET 1.0 FOOT WEST OF THE MARK.
 BW0795
 BW0795                          STATION RECOVERY (1981)
 BW0795
 BW0795'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW0795'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 3.62 KM
 BW0795'(2.25 MI) NORTHEAST AND NORTHWEST ALONG STATE HIGHWAY 568 FROM THE
 BW0795'WATERPROOF HIGH SCHOOL IN WATERPROOF TO THE INTERSECTION OF STATE
 BW0795'HIGHWAY 568 AND U.S. HIGHWAY 65, THENCE ABOUT 4.51 KM (2.8 MI) ALONG
 BW0795'U.S. 65 TO THE MARK ON THE LEFT NEAR A POWER POLE, 30 METERS (98.5 FT)
 BW0795'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 0.5 METER (1.5 FT)
 BW0795'SOUTH-SOUTHWEST OF POWER POLE NUMBER 45.
 BW0795'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BW0795'THE MARK IS 0.61 M BELOW US HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0794 ***********************************************************************
 BW0794  DESIGNATION -  54 V 37 LADH
 BW0794  PID         -  BW0794
 BW0794  STATE/COUNTY-  LA/TENSAS
 BW0794  USGS QUAD   -  WATERPROOF (1994)
 BW0794
 BW0794                         *CURRENT SURVEY CONTROL
 BW0794  ___________________________________________________________________
 BW0794* NAD 83(1986)-  31 47 07.     (N)    091 25 18.     (W)     SCALED    
 BW0794* NAVD 88     -        19.30   (+/-2cm)      63.3    (feet)  VERTCON   
 BW0794  ___________________________________________________________________
 BW0794  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0794
 BW0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0794
 BW0794.The horizontal coordinates were scaled from a topographic map and have
 BW0794.an estimated accuracy of +/- 6 seconds.
 BW0794
 BW0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0794.The vertical order pertains to the NGVD 29 superseded value.
 BW0794
 BW0794.The geoid height was determined by GEOID03.
 BW0794
 BW0794;                    North         East    Units  Estimated Accuracy
 BW0794;SPC LA N     -   143,010.    1,102,120.      MT  (+/- 180 meters Scaled)
 BW0794
 BW0794                          SUPERSEDED SURVEY CONTROL
 BW0794
 BW0794  NGVD 29 (??/??/92)   19.312  (m)           63.36   (f) ADJ UNCH    2 0
 BW0794
 BW0794.Superseded values are not recommended for survey control.
 BW0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0794.See file dsdata.txt to determine how the superseded data were derived.
 BW0794
 BW0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR494177(NAD 83)
 BW0794_MARKER: DB = BENCH MARK DISK
 BW0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0794_STAMPING: 54V37 1970
 BW0794_PROJECTION: PROJECTING 5 CENTIMETERS
 BW0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0794+STABILITY: SURFACE MOTION
 BW0794
 BW0794  HISTORY     - Date     Condition        Report By
 BW0794  HISTORY     - 1970     MONUMENTED       LADH
 BW0794  HISTORY     - 1981     GOOD             LADTD
 BW0794
 BW0794                          STATION DESCRIPTION
 BW0794
 BW0794'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0794'4.6 MI SW FROM WATERPROOF.
 BW0794'ABOUT 0.50 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 568 FROM THE HIGH
 BW0794'SCHOOL IN WATERPROOF TO THE INTERSECTION OF MYRTLE GROVE LANE. THENCE
 BW0794'NORTHWEST ALONG MYRTLE GROVE LANE AND A PARISH BLACK TOP ROAD 1.0 MILE
 BW0794'TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE SOUTHWEST ALONG U.S.
 BW0794'HIGHWAY 65, 3.1 MILES TO THE MARK.  IT IS 94.0 FEET SOUTHEAST OF THE
 BW0794'CENTERLINE OF U.S. HIGHWAY 65, 54.0 FEET WEST OF THE WEST RAIL OF THE
 BW0794'MISSOURI PACIFIC RAILROAD TRACK, 2.0 FEET NORTHEAST OF A POWER POLE.
 BW0794'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND. A
 BW0794'STEEL WITNESS POST IS SET 1.0 FOOT NORTHEAST OF THE MARK.
 BW0794
 BW0794                          STATION RECOVERY (1981)
 BW0794
 BW0794'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW0794'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 3.62 KM
 BW0794'(2.25 MI) NORTHEAST AND NORTHWEST ALONG STATE HIGHWAY 568 FROM THE
 BW0794'WATERPROOF HIGH SCHOOL IN WATERPROOF TO THE INTERSECTION OF STATE
 BW0794'HIGHWAY 568 AND U.S. HIGHWAY 65, THENCE ABOUT 6.13 KM (3.18 MI) SOUTH
 BW0794'ALONG U.S. 65 TO THE MARK ON THE LEFT NEAR A POWER POLE.  IT IS
 BW0794'28.7 METERS (94 FT) SOUTHEAST OF U.S. HIGHWAY 65, 16.5 METERS (54 FT)
 BW0794'NORTHWEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD AND
 BW0794'0.6 METER (2 FT) NORTHEAST OF A POWER POLE.
 BW0794'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BW0794'THE MARK IS 0.61 M BELOW U S HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0793 ***********************************************************************
 BW0793  DESIGNATION -  54 V 38 LADH
 BW0793  PID         -  BW0793
 BW0793  STATE/COUNTY-  LA/TENSAS
 BW0793  USGS QUAD   -  WATERPROOF (1994)
 BW0793
 BW0793                         *CURRENT SURVEY CONTROL
 BW0793  ___________________________________________________________________
 BW0793* NAD 83(1986)-  31 46 43.     (N)    091 26 18.     (W)     SCALED    
 BW0793* NAVD 88     -        19.10   (+/-2cm)      62.7    (feet)  VERTCON   
 BW0793  ___________________________________________________________________
 BW0793  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0793
 BW0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0793
 BW0793.The horizontal coordinates were scaled from a topographic map and have
 BW0793.an estimated accuracy of +/- 6 seconds.
 BW0793
 BW0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0793.The vertical order pertains to the NGVD 29 superseded value.
 BW0793
 BW0793.The geoid height was determined by GEOID03.
 BW0793
 BW0793;                    North         East    Units  Estimated Accuracy
 BW0793;SPC LA N     -   142,260.    1,100,550.      MT  (+/- 180 meters Scaled)
 BW0793
 BW0793                          SUPERSEDED SURVEY CONTROL
 BW0793
 BW0793  NGVD 29 (??/??/92)   19.108  (m)           62.69   (f) ADJ UNCH    2 0
 BW0793
 BW0793.Superseded values are not recommended for survey control.
 BW0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0793.See file dsdata.txt to determine how the superseded data were derived.
 BW0793
 BW0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR478169(NAD 83)
 BW0793_MARKER: DB = BENCH MARK DISK
 BW0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0793_STAMPING: 54V38 1970
 BW0793_PROJECTION: PROJECTING 5 CENTIMETERS
 BW0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0793+STABILITY: SURFACE MOTION
 BW0793
 BW0793  HISTORY     - Date     Condition        Report By
 BW0793  HISTORY     - 1970     MONUMENTED       LADH
 BW0793  HISTORY     - 1981     GOOD             LADTD
 BW0793
 BW0793                          STATION DESCRIPTION
 BW0793
 BW0793'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0793'5.8 MI SW FROM WATERPROOF.
 BW0793'ABOUT 0.50 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 568 FROM THE HIGH
 BW0793'SCHOOL IN WATERPROOF TO THE INTERSECTION OF MYRTLE GROVE LANE. THENCE
 BW0793'NORTHWEST ALONG MYRTLE GROVE LANE AND A PARISH BLACK TOP ROAD 1.0 MILE
 BW0793'TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE SOUTHWEST ALONG U.S.
 BW0793'HIGHWAY 65, 4.3 MILES TO THE MARK.  IT IS 92.0 FEET SOUTHEAST OF THE
 BW0793'CENTERLINE OF U.S. HIGHWAY 65, 74.0 FEET NORTHEAST OF THE CENTER LINE
 BW0793'OF LOUISIANA HIGHWAY 568, 2.0 FEET NORTH OF A POWER POLE, 106.0 FEET
 BW0793'WEST OF THE WEST RAIL OF MISSOURI PACIFIC RAILROAD TRACK. SET IN TOP
 BW0793'OF A CONCRETE POST PROJECTING 1.0 INCH ABOVE GROUND. A STEEL WITNESS
 BW0793'POST IS SET 1.0 FOOT NORTH OF THE MARK.
 BW0793
 BW0793                          STATION RECOVERY (1981)
 BW0793
 BW0793'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW0793'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 3.62 KM
 BW0793'(2.25 MI) NORTHEAST AND NORTHWEST ALONG STATE HIGHWAY 568 FROM THE
 BW0793'WATERPROOF HIGH SCHOOL IN WATERPROOF TO THE INTERSECTION OF STATE
 BW0793'HIGHWAY 568 AND AND U.S. HIGHWAY 65, THENCE ABOUT 7.98 KM (4.96 MI)
 BW0793'SOUTH ALONG U.S. 65 TO THE INTERSECTION OF U.S. 65 AND STATE HIGHWAY
 BW0793'568 AND THE MARK ON THE LEFT,  32.3 METERS (106 FT) NORTHWEST OF THE
 BW0793'WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 28.4 METERS (93 FT)
 BW0793'SOUTHEAST OF THE CENTER OF U.S. 65, 20.6 METERS (67.5 FT) NORTHEAST OF
 BW0793'THE CENTER OF STATE HIGHWAY 568 AND 0.9 METER (3 FT) NORTHEAST OF A
 BW0793'POWER POLE.
 BW0793'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BW0793'THE MARK IS 0.61 M BELOW US HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0792 ***********************************************************************
 BW0792  DESIGNATION -  54 V 39
 BW0792  PID         -  BW0792
 BW0792  STATE/COUNTY-  LA/TENSAS
 BW0792  USGS QUAD   -  WATERPROOF (1994)
 BW0792
 BW0792                         *CURRENT SURVEY CONTROL
 BW0792  ___________________________________________________________________
 BW0792* NAD 83(1986)-  31 46 19.     (N)    091 27 12.     (W)     SCALED    
 BW0792* NAVD 88     -        18.23   (+/-2cm)      59.8    (feet)  VERTCON   
 BW0792  ___________________________________________________________________
 BW0792  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0792
 BW0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0792
 BW0792.The horizontal coordinates were scaled from a topographic map and have
 BW0792.an estimated accuracy of +/- 6 seconds.
 BW0792
 BW0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0792.The vertical order pertains to the NGVD 29 superseded value.
 BW0792
 BW0792.The geoid height was determined by GEOID03.
 BW0792
 BW0792;                    North         East    Units  Estimated Accuracy
 BW0792;SPC LA N     -   141,510.    1,099,140.      MT  (+/- 180 meters Scaled)
 BW0792
 BW0792                          SUPERSEDED SURVEY CONTROL
 BW0792
 BW0792  NGVD 29 (??/??/92)   18.231  (m)           59.81   (f) ADJ UNCH    2 0
 BW0792
 BW0792.Superseded values are not recommended for survey control.
 BW0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0792.See file dsdata.txt to determine how the superseded data were derived.
 BW0792
 BW0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR464161(NAD 83)
 BW0792_MARKER: DB = BENCH MARK DISK
 BW0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0792_STAMPING: 54V39 1970
 BW0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0792+STABILITY: SURFACE MOTION
 BW0792
 BW0792  HISTORY     - Date     Condition        Report By
 BW0792  HISTORY     - 1970     MONUMENTED       LADH
 BW0792
 BW0792                          STATION DESCRIPTION
 BW0792
 BW0792'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0792'7.2 MI NE FROM CLAYTON.
 BW0792'ABOUT 0.50 MILE EAST ALONG LOUISIANA HIGHWAY 15 FROM THE ELEMENTARY
 BW0792'SCHOOL IN CLAYTON TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE
 BW0792'NORTH-EAST ALONG U.S. HIGHWAY 65, 6.70 MILES TO THE MARK.  IT IS
 BW0792'100.00 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 2.0 FEET
 BW0792'EAST OF A POWER POLE, 1.0 FOOT NORTHWEST OF A FENCE.  SET IN TOP OF A
 BW0792'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  A STEEL WITNESS POST
 BW0792'IS SET 1.0 FOOT NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1600 ***********************************************************************
 CP1600  DESIGNATION -  54 V 4
 CP1600  PID         -  CP1600
 CP1600  STATE/COUNTY-  LA/TENSAS
 CP1600  USGS QUAD   -  SOMERSET (1994)
 CP1600
 CP1600                         *CURRENT SURVEY CONTROL
 CP1600  ___________________________________________________________________
 CP1600* NAD 83(1986)-  32 08 36.     (N)    091 13 28.     (W)     SCALED    
 CP1600* NAVD 88     -        23.35   (+/-2cm)      76.6    (feet)  VERTCON   
 CP1600  ___________________________________________________________________
 CP1600  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1600
 CP1600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1600
 CP1600.The horizontal coordinates were scaled from a topographic map and have
 CP1600.an estimated accuracy of +/- 6 seconds.
 CP1600
 CP1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1600.The vertical order pertains to the NGVD 29 superseded value.
 CP1600
 CP1600.The geoid height was determined by GEOID03.
 CP1600
 CP1600;                    North         East    Units  Estimated Accuracy
 CP1600;SPC LA N     -   182,910.    1,120,330.      MT  (+/- 180 meters Scaled)
 CP1600
 CP1600                          SUPERSEDED SURVEY CONTROL
 CP1600
 CP1600  NGVD 29 (??/??/92)   23.373  (m)           76.68   (f) ADJ UNCH    2 0
 CP1600
 CP1600.Superseded values are not recommended for survey control.
 CP1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1600.See file dsdata.txt to determine how the superseded data were derived.
 CP1600
 CP1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR674577(NAD 83)
 CP1600_MARKER: DB = BENCH MARK DISK
 CP1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1600_STAMPING: 54V4 1970
 CP1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1600+STABILITY: SURFACE MOTION
 CP1600
 CP1600  HISTORY     - Date     Condition        Report By
 CP1600  HISTORY     - 1970     MONUMENTED       LADH
 CP1600  HISTORY     - 1971     GOOD             LADTD
 CP1600
 CP1600                          STATION DESCRIPTION
 CP1600
 CP1600'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1600'9.0 MI NW FROM NEWELLTON.
 CP1600'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1600'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1600'DIRECTION ALONG U.S. HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1600'LOUISIANA HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1600'1.4 MILES TO THE MARK.  IT IS 162.0 FEET EAST OF THE CENTERLINE OF
 CP1600'LOUISIANA HIGHWAY 605, 127.0 FEET EAST OF A FENCE CORNER, 1.0 FOOT
 CP1600'NORTH OF A FENCE, 40.0 FEET SOUTH OF A 36 INCH PECAN TREE, 135.0 FEET
 CP1600'NORTH OF A POWER POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 4
 CP1600'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF
 CP1600'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0791 ***********************************************************************
 BW0791  DESIGNATION -  54 V 40
 BW0791  PID         -  BW0791
 BW0791  STATE/COUNTY-  LA/TENSAS
 BW0791  USGS QUAD   -  WATERPROOF (1994)
 BW0791
 BW0791                         *CURRENT SURVEY CONTROL
 BW0791  ___________________________________________________________________
 BW0791* NAD 83(1986)-  31 45 49.     (N)    091 28 06.     (W)     SCALED    
 BW0791* NAVD 88     -        18.67   (+/-2cm)      61.3    (feet)  VERTCON   
 BW0791  ___________________________________________________________________
 BW0791  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW0791
 BW0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0791
 BW0791.The horizontal coordinates were scaled from a topographic map and have
 BW0791.an estimated accuracy of +/- 6 seconds.
 BW0791
 BW0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0791.The vertical order pertains to the NGVD 29 superseded value.
 BW0791
 BW0791.The geoid height was determined by GEOID03.
 BW0791
 BW0791;                    North         East    Units  Estimated Accuracy
 BW0791;SPC LA N     -   140,570.    1,097,730.      MT  (+/- 180 meters Scaled)
 BW0791
 BW0791                          SUPERSEDED SURVEY CONTROL
 BW0791
 BW0791  NGVD 29 (??/??/92)   18.674  (m)           61.27   (f) ADJ UNCH    2 0
 BW0791
 BW0791.Superseded values are not recommended for survey control.
 BW0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0791.See file dsdata.txt to determine how the superseded data were derived.
 BW0791
 BW0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR450152(NAD 83)
 BW0791_MARKER: DB = BENCH MARK DISK
 BW0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0791_STAMPING: 54V40 1970
 BW0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0791+STABILITY: SURFACE MOTION
 BW0791
 BW0791  HISTORY     - Date     Condition        Report By
 BW0791  HISTORY     - 1970     MONUMENTED       LADH
 BW0791
 BW0791                          STATION DESCRIPTION
 BW0791
 BW0791'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0791'6.1 MI NE FROM CLAYTON.
 BW0791'ABOUT 0.50 MILE EAST ALONG LOUISIANA HIGHWAY 15 FROM THE ELEMENTARY
 BW0791'SCHOOL IN CLAYTON TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE
 BW0791'NORTH-EAST ALONG U.S. HIGHWAY 65, 5.6 MILES TO THE MARK.  IT IS 103.0
 BW0791'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 28.0 FEET WEST OF
 BW0791'THE CENTERLINE OF A GRAVEL ROAD, 1.0 FOOT SOUTHWEST OF A POWER POLE,
 BW0791'16.0 FEET SOUTHEAST OF A POWER POLE.  SET IN TOP OF A CONCRETE POST
 BW0791'PROJECTING 3 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.0
 BW0791'FOOT SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0790 ***********************************************************************
 BW0790  DESIGNATION -  54 V 41
 BW0790  PID         -  BW0790
 BW0790  STATE/COUNTY-  LA/TENSAS
 BW0790  USGS QUAD   -  WATERPROOF (1994)
 BW0790
 BW0790                         *CURRENT SURVEY CONTROL
 BW0790  ___________________________________________________________________
 BW0790* NAD 83(1986)-  31 45 13.     (N)    091 29 00.     (W)     SCALED    
 BW0790* NAVD 88     -        18.40   (+/-2cm)      60.4    (feet)  VERTCON   
 BW0790  ___________________________________________________________________
 BW0790  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW0790
 BW0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0790
 BW0790.The horizontal coordinates were scaled from a topographic map and have
 BW0790.an estimated accuracy of +/- 6 seconds.
 BW0790
 BW0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0790.The vertical order pertains to the NGVD 29 superseded value.
 BW0790
 BW0790.The geoid height was determined by GEOID03.
 BW0790
 BW0790;                    North         East    Units  Estimated Accuracy
 BW0790;SPC LA N     -   139,450.    1,096,320.      MT  (+/- 180 meters Scaled)
 BW0790
 BW0790                          SUPERSEDED SURVEY CONTROL
 BW0790
 BW0790  NGVD 29 (??/??/92)   18.406  (m)           60.39   (f) ADJ UNCH    2 0
 BW0790
 BW0790.Superseded values are not recommended for survey control.
 BW0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0790.See file dsdata.txt to determine how the superseded data were derived.
 BW0790
 BW0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR436141(NAD 83)
 BW0790_MARKER: DB = BENCH MARK DISK
 BW0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0790_STAMPING: 54V41 1970
 BW0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0790+STABILITY: SURFACE MOTION
 BW0790
 BW0790  HISTORY     - Date     Condition        Report By
 BW0790  HISTORY     - 1970     MONUMENTED       LADH
 BW0790  HISTORY     - 20050318 GOOD             USPSQD
 BW0790
 BW0790                          STATION DESCRIPTION
 BW0790
 BW0790'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 BW0790'IN CLAYTON.
 BW0790'ABOUT 0.50 MILE EAST ALONG LOUISIANA HIGHWAY 15 FROM THE ELEMENTARY
 BW0790'SCHOOL IN CLAYTON, TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE
 BW0790'NORTH-EAST ALONG U.S. HIGHWAY 65, 4.6 MILES TO THE MARK.  IT IS 99.0
 BW0790'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 1.0 FOOT
 BW0790'SOUTHWEST OF A TELEPHONE CABLE POST, 1.0 FOOT SOUTHEAST OF A FENCE.
 BW0790'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A
 BW0790'STEEL WITNESS POST IS SET 10 INCHES SOUTHEAST OF THE MARK.
 BW0790
 BW0790                          STATION RECOVERY (2005)
 BW0790
 BW0790'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1598 ***********************************************************************
 CP1598  DESIGNATION -  54 V 5
 CP1598  PID         -  CP1598
 CP1598  STATE/COUNTY-  LA/TENSAS
 CP1598  USGS QUAD   -  SOMERSET (1994)
 CP1598
 CP1598                         *CURRENT SURVEY CONTROL
 CP1598  ___________________________________________________________________
 CP1598* NAD 83(1986)-  32 09 23.     (N)    091 13 37.     (W)     SCALED    
 CP1598* NAVD 88     -        24.24   (+/-2cm)      79.5    (feet)  VERTCON   
 CP1598  ___________________________________________________________________
 CP1598  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1598
 CP1598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1598
 CP1598.The horizontal coordinates were scaled from a topographic map and have
 CP1598.an estimated accuracy of +/- 6 seconds.
 CP1598
 CP1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1598.The vertical order pertains to the NGVD 29 superseded value.
 CP1598
 CP1598.The geoid height was determined by GEOID03.
 CP1598
 CP1598;                    North         East    Units  Estimated Accuracy
 CP1598;SPC LA N     -   184,360.    1,120,080.      MT  (+/- 180 meters Scaled)
 CP1598
 CP1598                          SUPERSEDED SURVEY CONTROL
 CP1598
 CP1598  NGVD 29 (??/??/92)   24.263  (m)           79.60   (f) ADJ UNCH    2 0
 CP1598
 CP1598.Superseded values are not recommended for survey control.
 CP1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1598.See file dsdata.txt to determine how the superseded data were derived.
 CP1598
 CP1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR672591(NAD 83)
 CP1598_MARKER: DB = BENCH MARK DISK
 CP1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1598_STAMPING: 54V5 1970
 CP1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1598+STABILITY: SURFACE MOTION
 CP1598
 CP1598  HISTORY     - Date     Condition        Report By
 CP1598  HISTORY     - 1970     MONUMENTED       LADH
 CP1598  HISTORY     - 1971     GOOD             LADTD
 CP1598
 CP1598                          STATION DESCRIPTION
 CP1598
 CP1598'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1598'8.1 MI NW FROM NEWELLTON.
 CP1598'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1598'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1598'DIRECTION ALONG U.S. HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1598'LOUISIANA HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1598'0.5 MILE TO THE MARK.  IT IS 93.0 FEET NORTHEAST OF THE CENTERLINE OF
 CP1598'LOUISIANA HIGHWAY 605, 25.0 FEET NORTHWEST OF THE CENTERLINE OF A
 CP1598'GRAVEL ROAD, 108.0 FEET WEST OF A POWER POLE, 66.0 FEET NORTHEAST OF A
 CP1598'FENCE CORNER.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP1598'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1645 ***********************************************************************
 CP1645  DESIGNATION -  54 V 6
 CP1645  PID         -  CP1645
 CP1645  STATE/COUNTY-  LA/TENSAS
 CP1645  USGS QUAD   -  SOMERSET (1994)
 CP1645
 CP1645                         *CURRENT SURVEY CONTROL
 CP1645  ___________________________________________________________________
 CP1645* NAD 83(1986)-  32 09 48.     (N)    091 13 42.     (W)     SCALED    
 CP1645* NAVD 88     -        24.56   (+/-2cm)      80.6    (feet)  VERTCON   
 CP1645  ___________________________________________________________________
 CP1645  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1645
 CP1645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1645
 CP1645.The horizontal coordinates were scaled from a topographic map and have
 CP1645.an estimated accuracy of +/- 6 seconds.
 CP1645
 CP1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1645.The vertical order pertains to the NGVD 29 superseded value.
 CP1645
 CP1645.The geoid height was determined by GEOID03.
 CP1645
 CP1645;                    North         East    Units  Estimated Accuracy
 CP1645;SPC LA N     -   185,130.    1,119,940.      MT  (+/- 180 meters Scaled)
 CP1645
 CP1645                          SUPERSEDED SURVEY CONTROL
 CP1645
 CP1645  NGVD 29 (??/??/92)   24.586  (m)           80.66   (f) ADJ UNCH    2 0
 CP1645
 CP1645.Superseded values are not recommended for survey control.
 CP1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1645.See file dsdata.txt to determine how the superseded data were derived.
 CP1645
 CP1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR670599(NAD 83)
 CP1645_MARKER: DB = BENCH MARK DISK
 CP1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1645_SP_SET: CONCRETE POST
 CP1645_STAMPING: 54V6 1970
 CP1645_MARK LOGO: LADH  
 CP1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1645+STABILITY: SURFACE MOTION
 CP1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1645+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1989
 CP1645
 CP1645  HISTORY     - Date     Condition        Report By
 CP1645  HISTORY     - 1970     MONUMENTED       LADH
 CP1645  HISTORY     - 1974     GOOD             LADTD
 CP1645  HISTORY     - 19890605 MARK NOT FOUND   LADTD
 CP1645
 CP1645                          STATION DESCRIPTION
 CP1645
 CP1645'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1645'7.55 MI N FROM NEWELLTON.
 CP1645'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1645'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1645'U.S. HIGHWAY 65.  THENCE ABOUT 6.70 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1645'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 605. IT
 CP1645'IS 146.0 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 300.0 FEET
 CP1645'NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 11.0 FEET NORTHWEST
 CP1645'OF A POWER POLE, 1.0 FOOT WEST OF A FENCE, 232.0 FEET SOUTHEAST OF THE
 CP1645'EAST END OF A CONCRETE BOX CULVERT.  SET IN TOP OF A CONCRETE POST
 CP1645'PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP1645'FOOT WEST OF THE MARK.  1/4, SEC 37, T 14N, R 12E.
 CP1645
 CP1645                          STATION RECOVERY (1989)
 CP1645
 CP1645'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CP1645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1512 ***********************************************************************
 CP1512  DESIGNATION -  54 V 61
 CP1512  PID         -  CP1512
 CP1512  STATE/COUNTY-  LA/TENSAS
 CP1512  USGS QUAD   -  NEWELLTON (1994)
 CP1512
 CP1512                         *CURRENT SURVEY CONTROL
 CP1512  ___________________________________________________________________
 CP1512* NAD 83(1986)-  32 06 42.     (N)    091 13 46.     (W)     SCALED    
 CP1512* NAVD 88     -        25.16   (+/-2cm)      82.5    (feet)  VERTCON   
 CP1512  ___________________________________________________________________
 CP1512  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1512
 CP1512  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1512
 CP1512.The horizontal coordinates were scaled from a topographic map and have
 CP1512.an estimated accuracy of +/- 6 seconds.
 CP1512
 CP1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1512.The vertical order pertains to the NGVD 29 superseded value.
 CP1512
 CP1512.The geoid height was determined by GEOID03.
 CP1512
 CP1512;                    North         East    Units  Estimated Accuracy
 CP1512;SPC LA N     -   179,400.    1,119,900.      MT  (+/- 180 meters Scaled)
 CP1512
 CP1512                          SUPERSEDED SURVEY CONTROL
 CP1512
 CP1512  NGVD 29 (??/??/92)   25.18   (m)           82.6    (f) COMPUTED    2 1
 CP1512
 CP1512.Superseded values are not recommended for survey control.
 CP1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1512.See file dsdata.txt to determine how the superseded data were derived.
 CP1512
 CP1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR670541(NAD 83)
 CP1512_MARKER: DB = BENCH MARK DISK
 CP1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1512_STAMPING: 54V61 1973
 CP1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1512+STABILITY: SURFACE MOTION
 CP1512
 CP1512  HISTORY     - Date     Condition        Report By
 CP1512  HISTORY     - 1973     MONUMENTED       LADH
 CP1512
 CP1512                          STATION DESCRIPTION
 CP1512
 CP1512'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1512'3.10 MI N FROM NEWELLTON.
 CP1512'ABOUT 0.45 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1512'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1512'AND 605.  THENCE ABOUT 2.65 MILES NORTH ALONG LOUISIANA HIGHWAY 605.
 CP1512'IT IS 118.4 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605,
 CP1512'100.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WATER WELL SHED,
 CP1512'34.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT HOUSE. SET IN
 CP1512'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  A STEEL
 CP1512'WITNESS POST IS SET 1.5 FEET SOUTHWEST OF THE MARK.  SECTION 14, T
 CP1512'13N, R 12 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1510 ***********************************************************************
 CP1510  DESIGNATION -  54 V 62
 CP1510  PID         -  CP1510
 CP1510  STATE/COUNTY-  LA/TENSAS
 CP1510  USGS QUAD   -  NEWELLTON (1994)
 CP1510
 CP1510                         *CURRENT SURVEY CONTROL
 CP1510  ___________________________________________________________________
 CP1510* NAD 83(1986)-  32 05 59.     (N)    091 14 16.     (W)     SCALED    
 CP1510* NAVD 88     -        24.84   (+/-2cm)      81.5    (feet)  VERTCON   
 CP1510  ___________________________________________________________________
 CP1510  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1510
 CP1510  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1510
 CP1510.The horizontal coordinates were scaled from a topographic map and have
 CP1510.an estimated accuracy of +/- 6 seconds.
 CP1510
 CP1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1510.The vertical order pertains to the NGVD 29 superseded value.
 CP1510
 CP1510.The geoid height was determined by GEOID03.
 CP1510
 CP1510;                    North         East    Units  Estimated Accuracy
 CP1510;SPC LA N     -   178,060.    1,119,130.      MT  (+/- 180 meters Scaled)
 CP1510
 CP1510                          SUPERSEDED SURVEY CONTROL
 CP1510
 CP1510  NGVD 29 (??/??/92)   24.86   (m)           81.6    (f) COMPUTED    2 1
 CP1510
 CP1510.Superseded values are not recommended for survey control.
 CP1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1510.See file dsdata.txt to determine how the superseded data were derived.
 CP1510
 CP1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR662528(NAD 83)
 CP1510_MARKER: DB = BENCH MARK DISK
 CP1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1510_STAMPING: 54V62 1973
 CP1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1510+STABILITY: SURFACE MOTION
 CP1510
 CP1510  HISTORY     - Date     Condition        Report By
 CP1510  HISTORY     - 1973     MONUMENTED       LADH
 CP1510
 CP1510                          STATION DESCRIPTION
 CP1510
 CP1510'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1510'2.20 MI N FROM NEWELLTON.
 CP1510'ABOUT 0.45 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1510'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1510'AND 605, THENCE ABOUT 1.75 MILES NORTH ALONG LOUISIANA HIGHWAY 605. IT
 CP1510'IS 100.1 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 9.5
 CP1510'FEET NORTH OF THE CENTERLINE OF A DIRT LANE, 66.5 FEET WEST OF A FENCE
 CP1510'CORNER, 71.0 FEET SOUTHWEST OF A POWERPOLE, 1.1 FEET SOUTH OF A BARBED
 CP1510'WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP1510'THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTHEAST OF THE
 CP1510'MARK.  SECTION 9, T 13N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1509 ***********************************************************************
 CP1509  DESIGNATION -  54 V 63
 CP1509  PID         -  CP1509
 CP1509  STATE/COUNTY-  LA/TENSAS
 CP1509  USGS QUAD   -  NEWELLTON (1994)
 CP1509
 CP1509                         *CURRENT SURVEY CONTROL
 CP1509  ___________________________________________________________________
 CP1509* NAD 83(1986)-  32 05 01.     (N)    091 14 15.     (W)     SCALED    
 CP1509* NAVD 88     -        25.12   (+/-2cm)      82.4    (feet)  VERTCON   
 CP1509  ___________________________________________________________________
 CP1509  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1509
 CP1509  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1509
 CP1509.The horizontal coordinates were scaled from a topographic map and have
 CP1509.an estimated accuracy of +/- 6 seconds.
 CP1509
 CP1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1509.The vertical order pertains to the NGVD 29 superseded value.
 CP1509
 CP1509.The geoid height was determined by GEOID03.
 CP1509
 CP1509;                    North         East    Units  Estimated Accuracy
 CP1509;SPC LA N     -   176,280.    1,119,180.      MT  (+/- 180 meters Scaled)
 CP1509
 CP1509                          SUPERSEDED SURVEY CONTROL
 CP1509
 CP1509  NGVD 29 (??/??/92)   25.143  (m)           82.49   (f) ADJ UNCH    2 1
 CP1509
 CP1509.Superseded values are not recommended for survey control.
 CP1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1509.See file dsdata.txt to determine how the superseded data were derived.
 CP1509
 CP1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR663510(NAD 83)
 CP1509_MARKER: DB = BENCH MARK DISK
 CP1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1509_STAMPING: 54V63 1973
 CP1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1509+STABILITY: SURFACE MOTION
 CP1509
 CP1509  HISTORY     - Date     Condition        Report By
 CP1509  HISTORY     - 1973     MONUMENTED       LADH
 CP1509  HISTORY     - 1974     GOOD             LADTD
 CP1509
 CP1509                          STATION DESCRIPTION
 CP1509
 CP1509'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1509'1.20 MI N FROM NEWELLTON.
 CP1509'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1509'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1509'AND 605.  THENCE ABOUT 0.75 MILE NORTH ALONG LOUISIANA HIGHWAY 605. IT
 CP1509'IS 90.8 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 1.3
 CP1509'FEET SOUTH OF A COMBINATION MESH AND BARBED WIRE FENCE, 157.8 FEET
 CP1509'NORTHEAST OF A 42-INCH LIVE OAK, 52.2 FEET WEST OF THE NORTHWEST
 CP1509'CORNER OF A PIPE CATTLE GUARD, 55.0 FEET SOUTHWEST OF A FENCE CORNER,
 CP1509'11.2 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL LANE. SET IN TOP OF
 CP1509'A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND. A STEEL WITNESS
 CP1509'POST IS SET 1.3 FEET SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1508 ***********************************************************************
 CP1508  DESIGNATION -  54 V 64
 CP1508  PID         -  CP1508
 CP1508  STATE/COUNTY-  LA/TENSAS
 CP1508  USGS QUAD   -  NEWELLTON (1994)
 CP1508
 CP1508                         *CURRENT SURVEY CONTROL
 CP1508  ___________________________________________________________________
 CP1508* NAD 83(1986)-  32 04 32.     (N)    091 14 07.     (W)     SCALED    
 CP1508* NAVD 88     -        25.33   (+/-2cm)      83.1    (feet)  VERTCON   
 CP1508  ___________________________________________________________________
 CP1508  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1508
 CP1508  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1508
 CP1508.The horizontal coordinates were scaled from a topographic map and have
 CP1508.an estimated accuracy of +/- 6 seconds.
 CP1508
 CP1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1508.The vertical order pertains to the NGVD 29 superseded value.
 CP1508
 CP1508.The geoid height was determined by GEOID03.
 CP1508
 CP1508;                    North         East    Units  Estimated Accuracy
 CP1508;SPC LA N     -   175,390.    1,119,400.      MT  (+/- 180 meters Scaled)
 CP1508
 CP1508                          SUPERSEDED SURVEY CONTROL
 CP1508
 CP1508  NGVD 29 (??/??/92)   25.349  (m)           83.17   (f) ADJ UNCH    2 1
 CP1508
 CP1508.Superseded values are not recommended for survey control.
 CP1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1508.See file dsdata.txt to determine how the superseded data were derived.
 CP1508
 CP1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR665501(NAD 83)
 CP1508_MARKER: DB = BENCH MARK DISK
 CP1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1508_STAMPING: 54V64 1973
 CP1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1508+STABILITY: SURFACE MOTION
 CP1508
 CP1508  HISTORY     - Date     Condition        Report By
 CP1508  HISTORY     - 1973     MONUMENTED       LADH
 CP1508  HISTORY     - 1974     GOOD             LADTD
 CP1508  HISTORY     - 1976     GOOD             LADTD
 CP1508
 CP1508                          STATION DESCRIPTION
 CP1508
 CP1508'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1508'0.55 MI NE FROM NEWELLTON.
 CP1508'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1508'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1508'AND 605.  THENCE ABOUT 0.10 MILE NORTH ALONG LOUISIANA HIGHWAY 605. IT
 CP1508'IS 85.6 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605,
 CP1508'32.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME RESIDENCE, 55.2
 CP1508'FEET SOUTH OF THE SOUTHWEST CORNER OF ODETTES BEAUTY SHOPPE, 1.6 FEET
 CP1508'NORTH OF THE NORTHWEST CORNER OF THE NEWELLTON MASONIC LODGE. SET IN
 CP1508'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND. A STEEL
 CP1508'WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
 CP1508
 CP1508                          STATION RECOVERY (1976)
 CP1508
 CP1508'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CP1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1500 ***********************************************************************
 CP1500  DESIGNATION -  54 V 65
 CP1500  PID         -  CP1500
 CP1500  STATE/COUNTY-  LA/TENSAS
 CP1500  USGS QUAD   -  SARANAC (1994)
 CP1500
 CP1500                         *CURRENT SURVEY CONTROL
 CP1500  ___________________________________________________________________
 CP1500* NAD 83(1986)-  32 03 52.     (N)    091 16 25.     (W)     SCALED    
 CP1500* NAVD 88     -        22.61   (+/-2cm)      74.2    (feet)  VERTCON   
 CP1500  ___________________________________________________________________
 CP1500  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1500
 CP1500  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1500
 CP1500.The horizontal coordinates were scaled from a topographic map and have
 CP1500.an estimated accuracy of +/- 6 seconds.
 CP1500
 CP1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1500.The vertical order pertains to the NGVD 29 superseded value.
 CP1500
 CP1500.The geoid height was determined by GEOID03.
 CP1500
 CP1500;                    North         East    Units  Estimated Accuracy
 CP1500;SPC LA N     -   174,110.    1,115,790.      MT  (+/- 180 meters Scaled)
 CP1500
 CP1500                          SUPERSEDED SURVEY CONTROL
 CP1500
 CP1500  NGVD 29 (??/??/92)   22.63   (m)           74.2    (f) COMPUTED    2 1
 CP1500
 CP1500.Superseded values are not recommended for survey control.
 CP1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1500.See file dsdata.txt to determine how the superseded data were derived.
 CP1500
 CP1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR629488(NAD 83)
 CP1500_MARKER: DB = BENCH MARK DISK
 CP1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1500_STAMPING: 54V65 1973
 CP1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1500+STABILITY: SURFACE MOTION
 CP1500
 CP1500  HISTORY     - Date     Condition        Report By
 CP1500  HISTORY     - 1973     MONUMENTED       LADH
 CP1500
 CP1500                          STATION DESCRIPTION
 CP1500
 CP1500'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1500'1.95 MI W FROM NEWELLTON.
 CP1500'ABOUT 1.95 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1500'HIGH SCHOOL IN NEWELLTON.  IT IS 94.3 FEET NORTH OF THE CENTERLINE OF
 CP1500'LOUISIANA HIGHWAY 4, 38.8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 CP1500'THE CHURCH OF GOD OF PROPHECY, 3.5 FEET SOUTHEAST OF THE SOUTHWEST
 CP1500'CORNER OF A BRICK WELL SHED, 35.5 FEET NORTH OF A POWERPOLE, 3.4 FEET
 CP1500'EAST OF A COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF A
 CP1500'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  A STEEL WITNESS
 CP1500'POST IS SET 1.0 FOOT SOUTH OF THE MARK.  SECTION 69, T 13N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1499 ***********************************************************************
 CP1499  DESIGNATION -  54 V 66
 CP1499  PID         -  CP1499
 CP1499  STATE/COUNTY-  LA/TENSAS
 CP1499  USGS QUAD   -  SARANAC (1994)
 CP1499
 CP1499                         *CURRENT SURVEY CONTROL
 CP1499  ___________________________________________________________________
 CP1499* NAD 83(1986)-  32 03 53.     (N)    091 17 17.     (W)     SCALED    
 CP1499* NAVD 88     -        22.04   (+/-2cm)      72.3    (feet)  VERTCON   
 CP1499  ___________________________________________________________________
 CP1499  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1499
 CP1499  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1499
 CP1499.The horizontal coordinates were scaled from a topographic map and have
 CP1499.an estimated accuracy of +/- 6 seconds.
 CP1499
 CP1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1499.The vertical order pertains to the NGVD 29 superseded value.
 CP1499
 CP1499.The geoid height was determined by GEOID03.
 CP1499
 CP1499;                    North         East    Units  Estimated Accuracy
 CP1499;SPC LA N     -   174,130.    1,114,430.      MT  (+/- 180 meters Scaled)
 CP1499
 CP1499                          SUPERSEDED SURVEY CONTROL
 CP1499
 CP1499  NGVD 29 (??/??/92)   22.06   (m)           72.4    (f) COMPUTED    2 1
 CP1499
 CP1499.Superseded values are not recommended for survey control.
 CP1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1499.See file dsdata.txt to determine how the superseded data were derived.
 CP1499
 CP1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR615488(NAD 83)
 CP1499_MARKER: DB = BENCH MARK DISK
 CP1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1499_STAMPING: 54V66 1973
 CP1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1499+STABILITY: SURFACE MOTION
 CP1499
 CP1499  HISTORY     - Date     Condition        Report By
 CP1499  HISTORY     - 1973     MONUMENTED       LADH
 CP1499  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1499
 CP1499                          STATION DESCRIPTION
 CP1499
 CP1499'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1499'2.90 MI W FROM NEWELLTON.
 CP1499'ABOUT 2.90 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1499'HIGH SCHOOL IN NEWELLTON.  IT IS 72.2 FEET SOUTH OF THE CENTERLINE OF
 CP1499'LOUISIANA HIGHWAY 4, 1.3 FEET EAST OF A BARBED WIRE FENCE, 31.4 FEET
 CP1499'SOUTH OF A BARBED WIRE FENCE, 78.8 FEET NORTHWEST OF A 28-INCH PIN OAK
 CP1499'TREE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CP1499'GROUND.  A STEEL WITNESS POST IS SET 1.2 FEET EAST OF THE MARK.
 CP1499'SECTION 31, T 13N, R 12E.
 CP1499
 CP1499                          STATION RECOVERY (1984)
 CP1499
 CP1499'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1498 ***********************************************************************
 CP1498  DESIGNATION -  54 V 67
 CP1498  PID         -  CP1498
 CP1498  STATE/COUNTY-  LA/TENSAS
 CP1498  USGS QUAD   -  SARANAC (1994)
 CP1498
 CP1498                         *CURRENT SURVEY CONTROL
 CP1498  ___________________________________________________________________
 CP1498* NAD 83(1986)-  32 03 53.     (N)    091 18 17.     (W)     SCALED    
 CP1498* NAVD 88     -        21.97   (+/-2cm)      72.1    (feet)  VERTCON   
 CP1498  ___________________________________________________________________
 CP1498  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1498
 CP1498  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1498
 CP1498.The horizontal coordinates were scaled from a topographic map and have
 CP1498.an estimated accuracy of +/- 6 seconds.
 CP1498
 CP1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1498.The vertical order pertains to the NGVD 29 superseded value.
 CP1498
 CP1498.The geoid height was determined by GEOID03.
 CP1498
 CP1498;                    North         East    Units  Estimated Accuracy
 CP1498;SPC LA N     -   174,110.    1,112,860.      MT  (+/- 180 meters Scaled)
 CP1498
 CP1498                          SUPERSEDED SURVEY CONTROL
 CP1498
 CP1498  NGVD 29 (??/??/92)   21.99   (m)           72.1    (f) COMPUTED    2 1
 CP1498
 CP1498.Superseded values are not recommended for survey control.
 CP1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1498.See file dsdata.txt to determine how the superseded data were derived.
 CP1498
 CP1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR600488(NAD 83)
 CP1498_MARKER: DB = BENCH MARK DISK
 CP1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1498_STAMPING: 54V67 1973
 CP1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1498+STABILITY: SURFACE MOTION
 CP1498
 CP1498  HISTORY     - Date     Condition        Report By
 CP1498  HISTORY     - 1973     MONUMENTED       LADH
 CP1498
 CP1498                          STATION DESCRIPTION
 CP1498
 CP1498'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1498'3.85 MI W FROM NEWELLTON.
 CP1498'ABOUT 3.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1498'HIGH SCHOOL IN NEWELLTON.  IT IS 121.8 FEET SOUTHWEST OF THE
 CP1498'CENTERLINE OF LOUISIANA HIGHWAY 4, 1.2 FEET SOUTHEAST OF A POWERPOLE,
 CP1498'134.0 FEET SOUTHEAST OF A FENCE CORNER, 128.8 FEET NORTHEAST OF THE
 CP1498'CENTERLINE OF A GRAVEL ROAD, 120.5 FEET WEST OF THE NORTHWEST CORNER
 CP1498'OF A FRAME RESIDENCE BELONGING TO ROBERT MCKOIN.  SET IN TOP OF A
 CP1498'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CP1498'POST IS SET 1.1 FEET NORTHEAST OF THE MARK.  SECTION 35, T 13N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1497 ***********************************************************************
 CP1497  DESIGNATION -  54 V 68
 CP1497  PID         -  CP1497
 CP1497  STATE/COUNTY-  LA/TENSAS
 CP1497  USGS QUAD   -  SARANAC (1994)
 CP1497
 CP1497                         *CURRENT SURVEY CONTROL
 CP1497  ___________________________________________________________________
 CP1497* NAD 83(1986)-  32 04 24.     (N)    091 19 12.     (W)     SCALED    
 CP1497* NAVD 88     -        21.25   (+/-2cm)      69.7    (feet)  VERTCON   
 CP1497  ___________________________________________________________________
 CP1497  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1497
 CP1497  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1497
 CP1497.The horizontal coordinates were scaled from a topographic map and have
 CP1497.an estimated accuracy of +/- 6 seconds.
 CP1497
 CP1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1497.The vertical order pertains to the NGVD 29 superseded value.
 CP1497
 CP1497.The geoid height was determined by GEOID03.
 CP1497
 CP1497;                    North         East    Units  Estimated Accuracy
 CP1497;SPC LA N     -   175,050.    1,111,400.      MT  (+/- 180 meters Scaled)
 CP1497
 CP1497                          SUPERSEDED SURVEY CONTROL
 CP1497
 CP1497  NGVD 29 (??/??/92)   21.27   (m)           69.8    (f) COMPUTED    2 1
 CP1497
 CP1497.Superseded values are not recommended for survey control.
 CP1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1497.See file dsdata.txt to determine how the superseded data were derived.
 CP1497
 CP1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR585497(NAD 83)
 CP1497_MARKER: DB = BENCH MARK DISK
 CP1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1497_STAMPING: 54V68 1973
 CP1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1497+STABILITY: SURFACE MOTION
 CP1497
 CP1497  HISTORY     - Date     Condition        Report By
 CP1497  HISTORY     - 1973     MONUMENTED       LADH
 CP1497
 CP1497                          STATION DESCRIPTION
 CP1497
 CP1497'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1497'5.00 MI W FROM NEWELLTON.
 CP1497'ABOUT 5.00 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1497'HIGH SCHOOL IN NEWELLTON.  IT IS 101.2 FEET NORTHEAST OF THE
 CP1497'CENTERLINE OF LOUISIANA HIGHWAY 4, 1.3 FEET WEST OF A POWERPOLE, 9.0
 CP1497'FEET NORTHEAST OF THE NORTHEAST CORNER OF A GROCERY STORE BELONGING TO
 CP1497'W. E. BARFIELD, 1.4 FEET SOUTH OF A COMBINATION MESH AND BARBED WIRE
 CP1497'FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 CP1497'GROUND.  A STEEL WITNESS POST IS SET 1.1 FEET SOUTH OF THE MARK.
 CP1497'SECTION 26, T 13N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1496 ***********************************************************************
 CP1496  DESIGNATION -  54 V 69
 CP1496  PID         -  CP1496
 CP1496  STATE/COUNTY-  LA/TENSAS
 CP1496  USGS QUAD   -  SARANAC (1994)
 CP1496
 CP1496                         *CURRENT SURVEY CONTROL
 CP1496  ___________________________________________________________________
 CP1496* NAD 83(1986)-  32 04 59.     (N)    091 20 02.     (W)     SCALED    
 CP1496* NAVD 88     -        20.39   (+/-2cm)      66.9    (feet)  VERTCON   
 CP1496  ___________________________________________________________________
 CP1496  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1496
 CP1496  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1496
 CP1496.The horizontal coordinates were scaled from a topographic map and have
 CP1496.an estimated accuracy of +/- 6 seconds.
 CP1496
 CP1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1496.The vertical order pertains to the NGVD 29 superseded value.
 CP1496
 CP1496.The geoid height was determined by GEOID03.
 CP1496
 CP1496;                    North         East    Units  Estimated Accuracy
 CP1496;SPC LA N     -   176,110.    1,110,080.      MT  (+/- 180 meters Scaled)
 CP1496
 CP1496                          SUPERSEDED SURVEY CONTROL
 CP1496
 CP1496  NGVD 29 (??/??/92)   20.40   (m)           66.9    (f) COMPUTED    2 1
 CP1496
 CP1496.Superseded values are not recommended for survey control.
 CP1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1496.See file dsdata.txt to determine how the superseded data were derived.
 CP1496
 CP1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR572508(NAD 83)
 CP1496_MARKER: DB = BENCH MARK DISK
 CP1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1496_STAMPING: 54V69 1973
 CP1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1496+STABILITY: SURFACE MOTION
 CP1496
 CP1496  HISTORY     - Date     Condition        Report By
 CP1496  HISTORY     - 1973     MONUMENTED       LADH
 CP1496  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1496
 CP1496                          STATION DESCRIPTION
 CP1496
 CP1496'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1496'6.10 MI W FROM NEWELLTON.
 CP1496'ABOUT 6.10 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1496'HIGH SCHOOL IN NEWELLTON.  IT IS 180.8 FEET NORTHEAST OF THE
 CP1496'CENTERLINE OF LOUISIANA HIGHWAY 4, 1.5 FEET WEST OF A POWERPOLE, 56.8
 CP1496'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME RESIDENCE BELONGING
 CP1496'TO E. E. WARREN.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CP1496'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.3 FEET SOUTHEAST OF
 CP1496'THE MARK.  SECTION 27, T 13 N, R 11E.
 CP1496
 CP1496                          STATION RECOVERY (1984)
 CP1496
 CP1496'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1644 ***********************************************************************
 CP1644  DESIGNATION -  54 V 7
 CP1644  PID         -  CP1644
 CP1644  STATE/COUNTY-  LA/TENSAS
 CP1644  USGS QUAD   -  SOMERSET (1994)
 CP1644
 CP1644                         *CURRENT SURVEY CONTROL
 CP1644  ___________________________________________________________________
 CP1644* NAD 83(1986)-  32 08 58.     (N)    091 14 03.     (W)     SCALED    
 CP1644* NAVD 88     -        24.13   (+/-2cm)      79.2    (feet)  VERTCON   
 CP1644  ___________________________________________________________________
 CP1644  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1644
 CP1644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1644
 CP1644.The horizontal coordinates were scaled from a topographic map and have
 CP1644.an estimated accuracy of +/- 6 seconds.
 CP1644
 CP1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1644.The vertical order pertains to the NGVD 29 superseded value.
 CP1644
 CP1644.The geoid height was determined by GEOID03.
 CP1644
 CP1644;                    North         East    Units  Estimated Accuracy
 CP1644;SPC LA N     -   183,580.    1,119,410.      MT  (+/- 180 meters Scaled)
 CP1644
 CP1644                          SUPERSEDED SURVEY CONTROL
 CP1644
 CP1644  NGVD 29 (??/??/92)   24.150  (m)           79.23   (f) ADJ UNCH    2 0
 CP1644
 CP1644.Superseded values are not recommended for survey control.
 CP1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1644.See file dsdata.txt to determine how the superseded data were derived.
 CP1644
 CP1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR665583(NAD 83)
 CP1644_MARKER: DB = BENCH MARK DISK
 CP1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1644_STAMPING: 54V7 1970
 CP1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1644+STABILITY: SURFACE MOTION
 CP1644
 CP1644  HISTORY     - Date     Condition        Report By
 CP1644  HISTORY     - 1970     MONUMENTED       LADH
 CP1644  HISTORY     - 1974     GOOD             LADTD
 CP1644
 CP1644                          STATION DESCRIPTION
 CP1644
 CP1644'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1644'6.50 MI N FROM NEWELLTON.
 CP1644'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1644'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1644'U.S. HIGHWAY 65.  THENCE ABOUT 5.65 MILES NORTH ALONG U.S. HIGHWAY 65.
 CP1644'IT IS 160.0 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 1.0 FOOT
 CP1644'WEST OF A FENCE CORNER, 38.0 FEET SOUTHEAST OF A FORKED 24-INCH PECAN
 CP1644'TREE IN A LOUISIANA DEPARTMENT OF HIGHWAYS REST AREA. SET IN TOP OF A
 CP1644'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A STEEL WITNESS
 CP1644'POST IS SET 1.0 FOOT WEST OF THE MARK. 1/4, SEC 43, T 14N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1492 ***********************************************************************
 CP1492  DESIGNATION -  54 V 70
 CP1492  PID         -  CP1492
 CP1492  STATE/COUNTY-  LA/TENSAS
 CP1492  USGS QUAD   -  SARANAC (1994)
 CP1492
 CP1492                         *CURRENT SURVEY CONTROL
 CP1492  ___________________________________________________________________
 CP1492* NAD 83(1986)-  32 05 38.     (N)    091 21 08.     (W)     SCALED    
 CP1492* NAVD 88     -        20.25   (+/-2cm)      66.4    (feet)  VERTCON   
 CP1492  ___________________________________________________________________
 CP1492  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1492
 CP1492  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1492
 CP1492.The horizontal coordinates were scaled from a topographic map and have
 CP1492.an estimated accuracy of +/- 6 seconds.
 CP1492
 CP1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1492.The vertical order pertains to the NGVD 29 superseded value.
 CP1492
 CP1492.The geoid height was determined by GEOID03.
 CP1492
 CP1492;                    North         East    Units  Estimated Accuracy
 CP1492;SPC LA N     -   177,300.    1,108,340.      MT  (+/- 180 meters Scaled)
 CP1492
 CP1492                          SUPERSEDED SURVEY CONTROL
 CP1492
 CP1492  NGVD 29 (??/??/92)   20.26   (m)           66.5    (f) COMPUTED    2 1
 CP1492
 CP1492.Superseded values are not recommended for survey control.
 CP1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1492.See file dsdata.txt to determine how the superseded data were derived.
 CP1492
 CP1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR554520(NAD 83)
 CP1492_MARKER: DB = BENCH MARK DISK
 CP1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1492_STAMPING: 54V70 1973
 CP1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1492+STABILITY: SURFACE MOTION
 CP1492
 CP1492  HISTORY     - Date     Condition        Report By
 CP1492  HISTORY     - 1973     MONUMENTED       LADH
 CP1492
 CP1492                          STATION DESCRIPTION
 CP1492
 CP1492'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1492'7.45 MI W FROM NEWELLTON.
 CP1492'ABOUT 7.45 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1492'HIGH SCHOOL IN NEWELLTON.  IT IS 99.8 FEET NORTH OF THE CENTERLINE OF
 CP1492'LOUISIANA HIGHWAY 4, 53.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CP1492'CARPORT ATTACHED TO A BRICK RESIDENCE BELONGING TO O. E. CARPENTER,
 CP1492'3.6 FEET SOUTH OF A POWERPOLE.  SET IN TOP OF A CONCRETE POST
 CP1492'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.1
 CP1492'FEET SOUTH OF THE MARK.  SECTION 21, T 13N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1491 ***********************************************************************
 CP1491  DESIGNATION -  54 V 71
 CP1491  PID         -  CP1491
 CP1491  STATE/COUNTY-  LA/TENSAS
 CP1491  USGS QUAD   -  SARANAC (1994)
 CP1491
 CP1491                         *CURRENT SURVEY CONTROL
 CP1491  ___________________________________________________________________
 CP1491* NAD 83(1986)-  32 05 38.     (N)    091 22 23.     (W)     SCALED    
 CP1491* NAVD 88     -        21.21   (+/-2cm)      69.6    (feet)  VERTCON   
 CP1491  ___________________________________________________________________
 CP1491  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1491
 CP1491  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1491
 CP1491.The horizontal coordinates were scaled from a topographic map and have
 CP1491.an estimated accuracy of +/- 6 seconds.
 CP1491
 CP1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1491.The vertical order pertains to the NGVD 29 superseded value.
 CP1491
 CP1491.The geoid height was determined by GEOID03.
 CP1491
 CP1491;                    North         East    Units  Estimated Accuracy
 CP1491;SPC LA N     -   177,280.    1,106,370.      MT  (+/- 180 meters Scaled)
 CP1491
 CP1491                          SUPERSEDED SURVEY CONTROL
 CP1491
 CP1491  NGVD 29 (??/??/92)   21.23   (m)           69.7    (f) COMPUTED    2 1
 CP1491
 CP1491.Superseded values are not recommended for survey control.
 CP1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1491.See file dsdata.txt to determine how the superseded data were derived.
 CP1491
 CP1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR535520(NAD 83)
 CP1491_MARKER: DB = BENCH MARK DISK
 CP1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1491_STAMPING: 54V71 1973
 CP1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1491+STABILITY: SURFACE MOTION
 CP1491
 CP1491  HISTORY     - Date     Condition        Report By
 CP1491  HISTORY     - 1973     MONUMENTED       LADH
 CP1491  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1491
 CP1491                          STATION DESCRIPTION
 CP1491
 CP1491'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1491'8.65 MI W FROM NEWELLTON.
 CP1491'ABOUT 8.65 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1491'HIGH SCHOOL IN NEWELLTON.  IT IS 68.8 FEET SOUTH OF THE CENTERLINE OF
 CP1491'LOUISIANA HIGHWAY 4, 1.3 FEET WEST OF A BARBED WIRE FENCE, 23.1 FEET
 CP1491'SOUTH OF A FENCE CORNER, 144.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CP1491'OF A PIPE CATTLE GUARD.  SET IN TOP OF A CONCRETE POST PROJECTING 2
 CP1491'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT
 CP1491'NORTHWEST OF THE MARK.  SECTION 20, T 13N, R 11E.
 CP1491
 CP1491                          STATION RECOVERY (1984)
 CP1491
 CP1491'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1490 ***********************************************************************
 CP1490  DESIGNATION -  54 V 72
 CP1490  PID         -  CP1490
 CP1490  STATE/COUNTY-  LA/TENSAS
 CP1490  USGS QUAD   -  NEWLIGHT (1987)
 CP1490
 CP1490                         *CURRENT SURVEY CONTROL
 CP1490  ___________________________________________________________________
 CP1490* NAD 83(1986)-  32 05 38.     (N)    091 23 12.     (W)     SCALED    
 CP1490* NAVD 88     -        20.85   (+/-2cm)      68.4    (feet)  VERTCON   
 CP1490  ___________________________________________________________________
 CP1490  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1490
 CP1490  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1490
 CP1490.The horizontal coordinates were scaled from a topographic map and have
 CP1490.an estimated accuracy of +/- 6 seconds.
 CP1490
 CP1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1490.The vertical order pertains to the NGVD 29 superseded value.
 CP1490
 CP1490.The geoid height was determined by GEOID03.
 CP1490
 CP1490;                    North         East    Units  Estimated Accuracy
 CP1490;SPC LA N     -   177,260.    1,105,090.      MT  (+/- 180 meters Scaled)
 CP1490
 CP1490                          SUPERSEDED SURVEY CONTROL
 CP1490
 CP1490  NGVD 29 (??/??/92)   20.86   (m)           68.4    (f) COMPUTED    2 1
 CP1490
 CP1490.Superseded values are not recommended for survey control.
 CP1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1490.See file dsdata.txt to determine how the superseded data were derived.
 CP1490
 CP1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR522519(NAD 83)
 CP1490_MARKER: DB = BENCH MARK DISK
 CP1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1490_STAMPING: 54V72 1973
 CP1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1490+STABILITY: SURFACE MOTION
 CP1490
 CP1490  HISTORY     - Date     Condition        Report By
 CP1490  HISTORY     - 1973     MONUMENTED       LADH
 CP1490
 CP1490                          STATION DESCRIPTION
 CP1490
 CP1490'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1490'9.50 MI W FROM NEWELLTON.
 CP1490'ABOUT 9.50 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1490'HIGH SCHOOL IN NEWELLTON.  IT IS 64.4 FEET SOUTH OF THE CENTERLINE OF
 CP1490'LOUISIANA HIGHWAY 4, 18.4 FEET SOUTH OF A FENCE CORNER, 0.7 FOOT EAST
 CP1490'OF A MESH FENCE, 49.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CP1490'FRAME RESIDENCE BELONGING TO J. BASS, 23.5 FEET SOUTHWEST OF A SOUTH
 CP1490'CENTRAL BELL JUNCTION BOX.  SET IN TOP OF A CONCRETE POST PROJECTING 2
 CP1490'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT
 CP1490'SOUTHWEST OF THE MARK.  SECTION 19, T 13N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1669 ***********************************************************************
 CP1669  DESIGNATION -  54 V 73
 CP1669  PID         -  CP1669
 CP1669  STATE/COUNTY-  LA/TENSAS
 CP1669  USGS QUAD   -  NEWLIGHT (1987)
 CP1669
 CP1669                         *CURRENT SURVEY CONTROL
 CP1669  ___________________________________________________________________
 CP1669* NAD 83(1986)-  32 05 50.     (N)    091 24 26.     (W)     SCALED    
 CP1669* NAVD 88     -        21.55   (+/-2cm)      70.7    (feet)  VERTCON   
 CP1669  ___________________________________________________________________
 CP1669  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1669
 CP1669  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1669
 CP1669.The horizontal coordinates were scaled from a topographic map and have
 CP1669.an estimated accuracy of +/- 6 seconds.
 CP1669
 CP1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1669.The vertical order pertains to the NGVD 29 superseded value.
 CP1669
 CP1669.The geoid height was determined by GEOID03.
 CP1669
 CP1669;                    North         East    Units  Estimated Accuracy
 CP1669;SPC LA N     -   177,610.    1,103,140.      MT  (+/- 180 meters Scaled)
 CP1669
 CP1669                          SUPERSEDED SURVEY CONTROL
 CP1669
 CP1669  NGVD 29 (??/??/92)   21.569  (m)           70.76   (f) ADJ UNCH    2 1
 CP1669
 CP1669.Superseded values are not recommended for survey control.
 CP1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1669.See file dsdata.txt to determine how the superseded data were derived.
 CP1669
 CP1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR502523(NAD 83)
 CP1669_MARKER: DB = BENCH MARK DISK
 CP1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1669_STAMPING: 54V73 1973
 CP1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1669+STABILITY: SURFACE MOTION
 CP1669
 CP1669  HISTORY     - Date     Condition        Report By
 CP1669  HISTORY     - 1973     MONUMENTED       LADH
 CP1669  HISTORY     - 1974     GOOD             LADTD
 CP1669  HISTORY     - 1984     POOR             USPSQD
 CP1669
 CP1669                          STATION DESCRIPTION
 CP1669
 CP1669'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1669'10.75 MI W FROM NEWELLTON.
 CP1669'ABOUT 10.75 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1669'HIGH SCHOOL IN NEWELLTON.  IT IS 81.8 FEET SOUTHWEST OF THE CENTERLINE
 CP1669'OF LOUISIANA HIGHWAY 4, 100.0 FEET WEST OF A POWER POLE, 0.9 FOOT
 CP1669'SOUTHEAST OF A BARBED WIRE FENCE, 42.4 FEET SOUTHWEST OF A FENCE
 CP1669'CORNER.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CP1669'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTHEAST OF THE MARK.
 CP1669'1/4, SEC 24, T 13N, R 10E.
 CP1669
 CP1669                          STATION RECOVERY (1984)
 CP1669
 CP1669'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1669'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1484 ***********************************************************************
 CP1484  DESIGNATION -  54 V 74
 CP1484  PID         -  CP1484
 CP1484  STATE/COUNTY-  LA/TENSAS
 CP1484  USGS QUAD   -  NEWLIGHT (1987)
 CP1484
 CP1484                         *CURRENT SURVEY CONTROL
 CP1484  ___________________________________________________________________
 CP1484* NAD 83(1986)-  32 06 11.     (N)    091 25 31.     (W)     SCALED    
 CP1484* NAVD 88     -        21.54   (+/-2cm)      70.7    (feet)  VERTCON   
 CP1484  ___________________________________________________________________
 CP1484  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1484
 CP1484  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1484
 CP1484.The horizontal coordinates were scaled from a topographic map and have
 CP1484.an estimated accuracy of +/- 6 seconds.
 CP1484
 CP1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1484.The vertical order pertains to the NGVD 29 superseded value.
 CP1484
 CP1484.The geoid height was determined by GEOID03.
 CP1484
 CP1484;                    North         East    Units  Estimated Accuracy
 CP1484;SPC LA N     -   178,240.    1,101,430.      MT  (+/- 180 meters Scaled)
 CP1484
 CP1484                          SUPERSEDED SURVEY CONTROL
 CP1484
 CP1484  NGVD 29 (??/??/92)   21.56   (m)           70.7    (f) COMPUTED    2 1
 CP1484
 CP1484.Superseded values are not recommended for survey control.
 CP1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1484.See file dsdata.txt to determine how the superseded data were derived.
 CP1484
 CP1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR485529(NAD 83)
 CP1484_MARKER: DB = BENCH MARK DISK
 CP1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1484_STAMPING: 54V74 1973
 CP1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1484+STABILITY: SURFACE MOTION
 CP1484
 CP1484  HISTORY     - Date     Condition        Report By
 CP1484  HISTORY     - 1973     MONUMENTED       LADH
 CP1484
 CP1484                          STATION DESCRIPTION
 CP1484
 CP1484'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1484'11.85 MI W FROM NEWELLTON.
 CP1484'ABOUT 11.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1484'HIGH SCHOOL IN NEWELLTON.  IT IS 76.0 FEET NORTH OF THE CENTERLINE OF
 CP1484'LOUISIANA HIGHWAY 4, 1.2 FEET WEST OF A BARBED WIRE FENCE, 29.8 FEET
 CP1484'NORTH OF A FENCE CORNER, 61.4 FEET NORTHWEST OF A LOUISIANA DEPARTMENT
 CP1484'OF HIGHWAYS RIGHT-OF-WAY MARKER.  SET IN TOP OF A CONCRETE POST
 CP1484'PROJECTING 5 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.4
 CP1484'FEET WEST OF THE MARK.  SECTION 14, T 13N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1641 ***********************************************************************
 CP1641  DESIGNATION -  54 V 75
 CP1641  PID         -  CP1641
 CP1641  STATE/COUNTY-  LA/TENSAS
 CP1641  USGS QUAD   -  NEWLIGHT (1987)
 CP1641
 CP1641                         *CURRENT SURVEY CONTROL
 CP1641  ___________________________________________________________________
 CP1641* NAD 83(1986)-  32 05 16.     (N)    091 27 29.     (W)     SCALED    
 CP1641* NAVD 88     -        19.54   (+/-2cm)      64.1    (feet)  VERTCON   
 CP1641  ___________________________________________________________________
 CP1641  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1641
 CP1641  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1641
 CP1641.The horizontal coordinates were scaled from a topographic map and have
 CP1641.an estimated accuracy of +/- 6 seconds.
 CP1641
 CP1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1641.The vertical order pertains to the NGVD 29 superseded value.
 CP1641
 CP1641.The geoid height was determined by GEOID03.
 CP1641
 CP1641;                    North         East    Units  Estimated Accuracy
 CP1641;SPC LA N     -   176,520.    1,098,350.      MT  (+/- 180 meters Scaled)
 CP1641
 CP1641                          SUPERSEDED SURVEY CONTROL
 CP1641
 CP1641  NGVD 29 (??/??/92)   19.557  (m)           64.16   (f) ADJ UNCH    2 1
 CP1641
 CP1641.Superseded values are not recommended for survey control.
 CP1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1641.See file dsdata.txt to determine how the superseded data were derived.
 CP1641
 CP1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR455512(NAD 83)
 CP1641_MARKER: DB = BENCH MARK DISK
 CP1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1641_STAMPING: 54V75 1973
 CP1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1641+STABILITY: SURFACE MOTION
 CP1641
 CP1641  HISTORY     - Date     Condition        Report By
 CP1641  HISTORY     - 1973     MONUMENTED       LADH
 CP1641  HISTORY     - 1974     GOOD             LADTD
 CP1641
 CP1641                          STATION DESCRIPTION
 CP1641
 CP1641'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1641'14.15 MI NE FROM GILBERT.
 CP1641'ABOUT 0.05 MILE SOUTHEAST ALONG FIRST STREET FROM GILBERT HIGH SCHOOL
 CP1641'IN GILBERT TO THE INTERSECTION OF FIRST STREET AND HANNA STREET.
 CP1641'THENCE ABOUT 0.20 MILE NORTHEAST ALONG HANNA STREET TO THE
 CP1641'INTERSECTION OF HANNA STREET, LOUISIANA HIGHWAY 15 AND LOUISIANA
 CP1641'HIGHWAY 572.  THENCE ABOUT 0.05 MILE NORTHEAST ALONG LOUISIANA HIGHWAY
 CP1641'572 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 572 AND 128. THENCE
 CP1641'ABOUT 5.40 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1641'INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 4.  THENCE ABOUT 8.45 MILES
 CP1641'EAST ALONG LOUISIANA HIGHWAY 4.  IT IS 103.0 FEET NORTH OF THE
 CP1641'CENTERLINE OF LOUISIANA HIGHWAY 4, 1.8 FEET WEST OF THE WEST WALL OF A
 CP1641'FRAME TENANT HOUSE, 21.2 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 CP1641'SAME FRAME TENANT HOUSE.  SET IN TOP OF A CONCRETE POST PROJECTING 4
 CP1641'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.6 FEET WEST OF
 CP1641'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1470 ***********************************************************************
 CP1470  DESIGNATION -  54 V 76
 CP1470  PID         -  CP1470
 CP1470  STATE/COUNTY-  LA/TENSAS
 CP1470  USGS QUAD   -  NEWLIGHT (1987)
 CP1470
 CP1470                         *CURRENT SURVEY CONTROL
 CP1470  ___________________________________________________________________
 CP1470* NAD 83(1986)-  32 05 17.     (N)    091 28 50.     (W)     SCALED    
 CP1470* NAVD 88     -        19.10   (+/-2cm)      62.7    (feet)  VERTCON   
 CP1470  ___________________________________________________________________
 CP1470  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1470
 CP1470  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1470
 CP1470.The horizontal coordinates were scaled from a topographic map and have
 CP1470.an estimated accuracy of +/- 6 seconds.
 CP1470
 CP1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1470.The vertical order pertains to the NGVD 29 superseded value.
 CP1470
 CP1470.The geoid height was determined by GEOID03.
 CP1470
 CP1470;                    North         East    Units  Estimated Accuracy
 CP1470;SPC LA N     -   176,530.    1,096,230.      MT  (+/- 180 meters Scaled)
 CP1470
 CP1470                          SUPERSEDED SURVEY CONTROL
 CP1470
 CP1470  NGVD 29 (??/??/92)   19.113  (m)           62.71   (f) ADJ UNCH    2 1
 CP1470
 CP1470.Superseded values are not recommended for survey control.
 CP1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1470.See file dsdata.txt to determine how the superseded data were derived.
 CP1470
 CP1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR433512(NAD 83)
 CP1470_MARKER: DB = BENCH MARK DISK
 CP1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1470_SP_SET: CONCRETE POST
 CP1470_STAMPING: 54V76 1973
 CP1470_MARK LOGO: LADH  
 CP1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1470+STABILITY: SURFACE MOTION
 CP1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1470+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 CP1470
 CP1470  HISTORY     - Date     Condition        Report By
 CP1470  HISTORY     - 1973     MONUMENTED       LADH
 CP1470  HISTORY     - 19880225 GOOD             LADTD
 CP1470
 CP1470                          STATION DESCRIPTION
 CP1470
 CP1470'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1470'13.10 MI NE FROM GILBERT.
 CP1470'ABOUT 0.05 MILES SOUTHEAST ALONG FIRST STREET FROM GILBERT HIGH SCHOOL
 CP1470'IN GILBERT TO THE INTERSECTION OF FIRST STREET AND HANNA STREET.
 CP1470'THENCE ABOUT 0.20 MILES NORTHEAST ALONG HANNA STREET TO THE
 CP1470'INTERSECTION OF HANA STREET AND LOUISIANA HIGHWAYS 15 AND 572. THENCE
 CP1470'ABOUT 0.05 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 572 TO THE
 CP1470'INTERSECTION OF LOUISIANA HIGHWAYS 572 AND 128.  THENCE ABOUT 5.40
 CP1470'MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 TO THE INTERSECTION OF
 CP1470'LOUISIANA HIGHWAYS 128 AND 4.  THENCE ABOUT 7.40 MILES EAST ALONG
 CP1470'LOUISIANA HIGHWAY 4.  IT IS 177.3 FEET SOUTH OF THE CENTERLINE OF
 CP1470'LOUISIANA HIGHWAY 4, 62.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CP1470'BRICK TENANT HOUSE BELONGING TO MCKINNY LAND CORPORATION, 133.0 FEET
 CP1470'SOUTHWEST OF A POWER POLE, 2.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 CP1470'WELL SHED.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 CP1470'THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
 CP1470'SECTION 30, T 13N, R 10E.
 CP1470
 CP1470                          STATION RECOVERY (1988)
 CP1470
 CP1470'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CP1470'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) NORTHEAST OF GILBERT.
 CP1470'OWNERSHIP--
 CP1470'MCKINNY LAND CORPORATION. TO REACH THE STATION FROM THE JUNCTION OF
 CP1470'STATE HIGHWAYS 572 AND 128 IN GILBERT GO NORTHEAST FOR 8.7 KM
 CP1470'(5.40 MI) ON HIGHWAY 128 TO THE INTERESECTION WITH STATE HIGHWAY 4.
 CP1470'TURN RIGHT AND GO EAST FOR 11.9 KM (7.40 MI) ON HIGHWAY 4 TO THE MARK
 CP1470'ON THE RIGHT.
 CP1470'THE MARK IS 54 M (177.2 FT) SOUTH FROM THE CENTER OF THE HIGHWAY, 40.5
 CP1470'M (132.9 FT) SOUTHWEST FROM A POWER POLE, 19.1 M (62.7 FT) SOUTHEAST
 CP1470'FROM THE SOUTHEAST CORNER OF A BRICK TENANT HOUSE BELONGING TO THE
 CP1470'MCKINNY LAND CORPORATION, 0.6 M (2.0 FT) NORTH FROM THE NORTEAST
 CP1470'CORNER OF A WELL SHED AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. THE
 CP1470'MARK IS PROJECTING 5 CM ABOVE THE GROUND AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1006 ***********************************************************************
 BW1006  DESIGNATION -  54 V 77
 BW1006  PID         -  BW1006
 BW1006  STATE/COUNTY-  LA/TENSAS
 BW1006  USGS QUAD   -  LAKE BRUIN (1994)
 BW1006
 BW1006                         *CURRENT SURVEY CONTROL
 BW1006  ___________________________________________________________________
 BW1006* NAD 83(1986)-  31 56 31.     (N)    091 17 36.     (W)     SCALED    
 BW1006* NAVD 88     -        20.98   (+/-2cm)      68.8    (feet)  VERTCON   
 BW1006  ___________________________________________________________________
 BW1006  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW1006
 BW1006  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW1006
 BW1006.The horizontal coordinates were scaled from a topographic map and have
 BW1006.an estimated accuracy of +/- 6 seconds.
 BW1006
 BW1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1006.The vertical order pertains to the NGVD 29 superseded value.
 BW1006
 BW1006.The geoid height was determined by GEOID03.
 BW1006
 BW1006;                    North         East    Units  Estimated Accuracy
 BW1006;SPC LA N     -   160,510.    1,114,080.      MT  (+/- 180 meters Scaled)
 BW1006
 BW1006                          SUPERSEDED SURVEY CONTROL
 BW1006
 BW1006  NGVD 29 (??/??/92)   20.988  (m)           68.86   (f) ADJ UNCH    2 1
 BW1006
 BW1006.Superseded values are not recommended for survey control.
 BW1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1006.See file dsdata.txt to determine how the superseded data were derived.
 BW1006
 BW1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR613352(NAD 83)
 BW1006_MARKER: DB = BENCH MARK DISK
 BW1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1006_STAMPING: 54V77 1973
 BW1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1006+STABILITY: SURFACE MOTION
 BW1006
 BW1006  HISTORY     - Date     Condition        Report By
 BW1006  HISTORY     - 1973     MONUMENTED       LADH
 BW1006
 BW1006                          STATION DESCRIPTION
 BW1006
 BW1006'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BW1006'3.86 MI NW FROM ST JOSEPH.
 BW1006'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1006'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 BW1006'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 BW1006'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 BW1006'HIGHWAY 128.  THENCE ABOUT 0.50 MILE NORTHWEST ALONG LOUISIANA HIGHWAY
 BW1006'128.  IT IS 177.9 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA
 BW1006'HIGHWAY 128, 138.5 FEET SOUTH OF A POWERPOLE, 1.4 FEET EAST OF A
 BW1006'BARBED WIRE FENCE, 42.0 FEET EAST OF THE CENTERLINE OF A DRAINAGE
 BW1006'DITCH.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 BW1006'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTHEAST OF THE MARK.
 BW1006'SECTION 12, T 11N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1007 ***********************************************************************
 BW1007  DESIGNATION -  54 V 78
 BW1007  PID         -  BW1007
 BW1007  STATE/COUNTY-  LA/TENSAS
 BW1007  USGS QUAD   -  LAKE BRUIN (1994)
 BW1007
 BW1007                         *CURRENT SURVEY CONTROL
 BW1007  ___________________________________________________________________
 BW1007* NAD 83(1986)-  31 56 37.     (N)    091 18 30.     (W)     SCALED    
 BW1007* NAVD 88     -        20.95   (+/-2cm)      68.7    (feet)  VERTCON   
 BW1007  ___________________________________________________________________
 BW1007  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW1007
 BW1007  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW1007
 BW1007.The horizontal coordinates were scaled from a topographic map and have
 BW1007.an estimated accuracy of +/- 6 seconds.
 BW1007
 BW1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1007.The vertical order pertains to the NGVD 29 superseded value.
 BW1007
 BW1007.The geoid height was determined by GEOID03.
 BW1007
 BW1007;                    North         East    Units  Estimated Accuracy
 BW1007;SPC LA N     -   160,680.    1,112,660.      MT  (+/- 180 meters Scaled)
 BW1007
 BW1007                          SUPERSEDED SURVEY CONTROL
 BW1007
 BW1007  NGVD 29 (??/??/92)   20.959  (m)           68.76   (f) ADJ UNCH    2 1
 BW1007
 BW1007.Superseded values are not recommended for survey control.
 BW1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1007.See file dsdata.txt to determine how the superseded data were derived.
 BW1007
 BW1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR598354(NAD 83)
 BW1007_MARKER: DB = BENCH MARK DISK
 BW1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1007_STAMPING: 54V78 1973
 BW1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1007+STABILITY: SURFACE MOTION
 BW1007
 BW1007  HISTORY     - Date     Condition        Report By
 BW1007  HISTORY     - 1973     MONUMENTED       LADH
 BW1007
 BW1007                          STATION DESCRIPTION
 BW1007
 BW1007'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BW1007'4.85 MI NW FROM ST JOSEPH.
 BW1007'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1007'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 BW1007'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 BW1007'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 BW1007'HIGHWAY 128.  THENCE ABOUT 1.50 MILES NORTHWEST ALONG LOUISIANA
 BW1007'HIGHWAY 128.  IT IS 95.0 FEET SOUTH OF THE CENTERLINE OF LOUISIANA
 BW1007'HIGHWAY 128, 52.4 FEET SOUTH OF A POWERPOLE AND FENCE CORNER
 BW1007'COMBINATION, 0.8 FOOT EAST OF A BARBED WIRE FENCE.  SET IN TOP OF A
 BW1007'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BW1007'POST IS SET 0.8 FOOT NORTH OF THE MARK.  SECTION 11, T 11N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1008 ***********************************************************************
 BW1008  DESIGNATION -  54 V 79
 BW1008  PID         -  BW1008
 BW1008  STATE/COUNTY-  LA/TENSAS
 BW1008  USGS QUAD   -  LAKE BRUIN (1994)
 BW1008
 BW1008                         *CURRENT SURVEY CONTROL
 BW1008  ___________________________________________________________________
 BW1008* NAD 83(1986)-  31 57 12.     (N)    091 19 24.     (W)     SCALED    
 BW1008* NAVD 88     -        21.41   (+/-2cm)      70.2    (feet)  VERTCON   
 BW1008  ___________________________________________________________________
 BW1008  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW1008
 BW1008  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW1008
 BW1008.The horizontal coordinates were scaled from a topographic map and have
 BW1008.an estimated accuracy of +/- 6 seconds.
 BW1008
 BW1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1008.The vertical order pertains to the NGVD 29 superseded value.
 BW1008
 BW1008.The geoid height was determined by GEOID03.
 BW1008
 BW1008;                    North         East    Units  Estimated Accuracy
 BW1008;SPC LA N     -   161,740.    1,111,230.      MT  (+/- 180 meters Scaled)
 BW1008
 BW1008                          SUPERSEDED SURVEY CONTROL
 BW1008
 BW1008  NGVD 29 (??/??/92)   21.425  (m)           70.29   (f) ADJ UNCH    2 1
 BW1008
 BW1008.Superseded values are not recommended for survey control.
 BW1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1008.See file dsdata.txt to determine how the superseded data were derived.
 BW1008
 BW1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR584364(NAD 83)
 BW1008_MARKER: DB = BENCH MARK DISK
 BW1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1008_STAMPING: 54V79 1973
 BW1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1008+STABILITY: SURFACE MOTION
 BW1008
 BW1008  HISTORY     - Date     Condition        Report By
 BW1008  HISTORY     - 1973     MONUMENTED       LADH
 BW1008
 BW1008                          STATION DESCRIPTION
 BW1008
 BW1008'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BW1008'5.95 MI NW FROM ST JOSEPH.
 BW1008'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1008'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 BW1008'AND U.S. HIGHWAY 65. THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 BW1008'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 BW1008'HIGHWAY 128.  THENCE ABOUT 2.60 MILES NORTHWEST ALONG LOUISIANA
 BW1008'HIGHWAY 128.  IT IS 73.5 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA
 BW1008'HIGHWAY 128, 49.8 FEET WEST OF A POWERPOLE, 20.0 FEET NORTHWEST OF A
 BW1008'BARBED WIRE FENCE, 31.0 FEET SOUTHWEST OF A FENCE CORNER. SET IN TOP
 BW1008'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND. A STEEL
 BW1008'WITNESS POST IS SET 1.0 FOOT NORTHEAST OF THE MARK. SECTION 11, T 11N,
 BW1008'R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1643 ***********************************************************************
 CP1643  DESIGNATION -  54 V 8
 CP1643  PID         -  CP1643
 CP1643  STATE/COUNTY-  LA/TENSAS
 CP1643  USGS QUAD   -  SOMERSET (1994)
 CP1643
 CP1643                         *CURRENT SURVEY CONTROL
 CP1643  ___________________________________________________________________
 CP1643* NAD 83(1986)-  32 08 07.     (N)    091 14 22.     (W)     SCALED    
 CP1643* NAVD 88     -        21.98   (+/-2cm)      72.1    (feet)  VERTCON   
 CP1643  ___________________________________________________________________
 CP1643  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1643
 CP1643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1643
 CP1643.The horizontal coordinates were scaled from a topographic map and have
 CP1643.an estimated accuracy of +/- 6 seconds.
 CP1643
 CP1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1643.The vertical order pertains to the NGVD 29 superseded value.
 CP1643
 CP1643.The geoid height was determined by GEOID03.
 CP1643
 CP1643;                    North         East    Units  Estimated Accuracy
 CP1643;SPC LA N     -   182,000.    1,118,930.      MT  (+/- 180 meters Scaled)
 CP1643
 CP1643                          SUPERSEDED SURVEY CONTROL
 CP1643
 CP1643  NGVD 29 (??/??/92)   22.005  (m)           72.19   (f) ADJ UNCH    2 0
 CP1643
 CP1643.Superseded values are not recommended for survey control.
 CP1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1643.See file dsdata.txt to determine how the superseded data were derived.
 CP1643
 CP1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR660567(NAD 83)
 CP1643_MARKER: DB = BENCH MARK DISK
 CP1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1643_STAMPING: 54V8 1970
 CP1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1643+STABILITY: SURFACE MOTION
 CP1643
 CP1643  HISTORY     - Date     Condition        Report By
 CP1643  HISTORY     - 1970     MONUMENTED       LADH
 CP1643  HISTORY     - 1974     GOOD             LADTD
 CP1643  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1643  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP1643
 CP1643                          STATION DESCRIPTION
 CP1643
 CP1643'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1643'5.50 MI N FROM NEWELLTON.
 CP1643'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1643'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1643'U.S. HIGHWAY 65.  THENCE ABOUT 4.65 MILES NORTH ALONG U.S. HIGHWAY 65.
 CP1643'IT IS 95.0 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 2.0 FEET
 CP1643'WEST OF A FENCE, 86.0 FEET NORTHEAST OF THE EAST HEADWALL OF A 36-INCH
 CP1643'PIPE CROSS-DRAIN, 15.0 FEET NORTHEAST OF A 12-INCH PINE TREE. SET IN
 CP1643'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A STEEL
 CP1643'WITNESS POST IS SET 1.0 FOOT WEST OF THE MARK. 1/4, SEC 27, T 14N, R
 CP1643'12E.
 CP1643
 CP1643                          STATION RECOVERY (1984)
 CP1643
 CP1643'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1643'MARK NOT FOUND.
 CP1643
 CP1643                          STATION RECOVERY (2005)
 CP1643
 CP1643'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP1643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1009 ***********************************************************************
 BW1009  DESIGNATION -  54 V 80
 BW1009  PID         -  BW1009
 BW1009  STATE/COUNTY-  LA/TENSAS
 BW1009  USGS QUAD   -  LAKE BRUIN (1994)
 BW1009
 BW1009                         *CURRENT SURVEY CONTROL
 BW1009  ___________________________________________________________________
 BW1009* NAD 83(1986)-  31 57 55.     (N)    091 19 54.     (W)     SCALED    
 BW1009* NAVD 88     -        19.89   (+/-2cm)      65.3    (feet)  VERTCON   
 BW1009  ___________________________________________________________________
 BW1009  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW1009
 BW1009  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW1009
 BW1009.The horizontal coordinates were scaled from a topographic map and have
 BW1009.an estimated accuracy of +/- 6 seconds.
 BW1009
 BW1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1009.The vertical order pertains to the NGVD 29 superseded value.
 BW1009
 BW1009.The geoid height was determined by GEOID03.
 BW1009
 BW1009;                    North         East    Units  Estimated Accuracy
 BW1009;SPC LA N     -   163,060.    1,110,430.      MT  (+/- 180 meters Scaled)
 BW1009
 BW1009                          SUPERSEDED SURVEY CONTROL
 BW1009
 BW1009  NGVD 29 (??/??/92)   19.907  (m)           65.31   (f) ADJ UNCH    2 1
 BW1009
 BW1009.Superseded values are not recommended for survey control.
 BW1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1009.See file dsdata.txt to determine how the superseded data were derived.
 BW1009
 BW1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR576378(NAD 83)
 BW1009_MARKER: DB = BENCH MARK DISK
 BW1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1009_STAMPING: 54V80 1973
 BW1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1009+STABILITY: SURFACE MOTION
 BW1009
 BW1009  HISTORY     - Date     Condition        Report By
 BW1009  HISTORY     - 1973     MONUMENTED       LADH
 BW1009
 BW1009                          STATION DESCRIPTION
 BW1009
 BW1009'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BW1009'6.95 MI NW FROM ST JOSEPH.
 BW1009'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1009'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 BW1009'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 BW1009'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 BW1009'HIGHWAY 128.  THENCE ABOUT 3.60 MILES NORTHWEST ALONG LOUISIANA
 BW1009'HIGHWAY 128.  IT IS 90.4 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA
 BW1009'HIGHWAY 128, 1.7 FEET NORTHEAST OF A POWERPOLE, 107.0 FEET NORTHWEST
 BW1009'OF A PIPELINE VENT PIPE BELONGING TO MICHIGAN-WISCONSIN PIPELINE
 BW1009'COMPANY.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BW1009'GROUND.  A STEEL WITNESS POST IS SET 0.8 FOOT NORTHEAST OF THE MARK.
 BW1009'SECTION 3, T 11N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1010 ***********************************************************************
 BW1010  DESIGNATION -  54 V 81
 BW1010  PID         -  BW1010
 BW1010  STATE/COUNTY-  LA/TENSAS
 BW1010  USGS QUAD   -  LAKE BRUIN (1994)
 BW1010
 BW1010                         *CURRENT SURVEY CONTROL
 BW1010  ___________________________________________________________________
 BW1010* NAD 83(1986)-  31 58 37.     (N)    091 20 18.     (W)     SCALED    
 BW1010* NAVD 88     -        20.17   (+/-2cm)      66.2    (feet)  VERTCON   
 BW1010  ___________________________________________________________________
 BW1010  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW1010
 BW1010  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW1010
 BW1010.The horizontal coordinates were scaled from a topographic map and have
 BW1010.an estimated accuracy of +/- 6 seconds.
 BW1010
 BW1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1010.The vertical order pertains to the NGVD 29 superseded value.
 BW1010
 BW1010.The geoid height was determined by GEOID03.
 BW1010
 BW1010;                    North         East    Units  Estimated Accuracy
 BW1010;SPC LA N     -   164,350.    1,109,790.      MT  (+/- 180 meters Scaled)
 BW1010
 BW1010                          SUPERSEDED SURVEY CONTROL
 BW1010
 BW1010  NGVD 29 (??/??/92)   20.182  (m)           66.21   (f) ADJ UNCH    2 1
 BW1010
 BW1010.Superseded values are not recommended for survey control.
 BW1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1010.See file dsdata.txt to determine how the superseded data were derived.
 BW1010
 BW1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR570390(NAD 83)
 BW1010_MARKER: DB = BENCH MARK DISK
 BW1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1010_STAMPING: 54V81 1973
 BW1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1010+STABILITY: SURFACE MOTION
 BW1010
 BW1010  HISTORY     - Date     Condition        Report By
 BW1010  HISTORY     - 1973     MONUMENTED       LADH
 BW1010
 BW1010                          STATION DESCRIPTION
 BW1010
 BW1010'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BW1010'7.85 MI NW FROM ST JOSEPH.
 BW1010'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1010'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 BW1010'AND U.S. HIGHWAY 65. THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 BW1010'HIGHWAY 65 TO THE INTERSECTION U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY
 BW1010'128. THENCE ABOUT 4.50 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128. IT
 BW1010'IS 70.8 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 128,
 BW1010'57.0 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED PARISH ROAD, 1.0
 BW1010'FOOT NORTHEAST OF A COMBINATION MESH AND BARBED WIRE FENCE, 60.7 FEET
 BW1010'WEST OF A FENCE CORNER. SET IN TOP OF A CONCRETE POST PROJECTING 3
 BW1010'INCHES ABOVE THE GROUND. A STEEL WITNESS POST IS SET 0.8 FOOT
 BW1010'NORTHEAST OF THE MARK. SECTION 34, T 12N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1011 ***********************************************************************
 BW1011  DESIGNATION -  54 V 82
 BW1011  PID         -  BW1011
 BW1011  STATE/COUNTY-  LA/TENSAS
 BW1011  USGS QUAD   -  LAKE BRUIN (1994)
 BW1011
 BW1011                         *CURRENT SURVEY CONTROL
 BW1011  ___________________________________________________________________
 BW1011* NAD 83(1986)-  31 59 25.     (N)    091 20 36.     (W)     SCALED    
 BW1011* NAVD 88     -        18.96   (+/-2cm)      62.2    (feet)  VERTCON   
 BW1011  ___________________________________________________________________
 BW1011  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW1011
 BW1011  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW1011
 BW1011.The horizontal coordinates were scaled from a topographic map and have
 BW1011.an estimated accuracy of +/- 6 seconds.
 BW1011
 BW1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1011.The vertical order pertains to the NGVD 29 superseded value.
 BW1011
 BW1011.The geoid height was determined by GEOID03.
 BW1011
 BW1011;                    North         East    Units  Estimated Accuracy
 BW1011;SPC LA N     -   165,820.    1,109,300.      MT  (+/- 180 meters Scaled)
 BW1011
 BW1011                          SUPERSEDED SURVEY CONTROL
 BW1011
 BW1011  NGVD 29 (??/??/92)   18.972  (m)           62.24   (f) ADJ UNCH    2 1
 BW1011
 BW1011.Superseded values are not recommended for survey control.
 BW1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1011.See file dsdata.txt to determine how the superseded data were derived.
 BW1011
 BW1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR565405(NAD 83)
 BW1011_MARKER: DB = BENCH MARK DISK
 BW1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1011_STAMPING: 54V82 1973
 BW1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1011+STABILITY: SURFACE MOTION
 BW1011
 BW1011  HISTORY     - Date     Condition        Report By
 BW1011  HISTORY     - 1973     MONUMENTED       LADH
 BW1011  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BW1011
 BW1011                          STATION DESCRIPTION
 BW1011
 BW1011'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 BW1011'8.85 MI NW FROM ST JOSEPH.
 BW1011'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1011'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 BW1011'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 BW1011'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 BW1011'HIGHWAY 128.  THENCE ABOUT 5.50 MILES NORTHWEST ALONG LOUISIANA
 BW1011'HIGHWAY 128.  IT IS 101.5 FEET SOUTHWEST OF THE CENTERLINE OF
 BW1011'LOUISIANA HIGHWAY 128, 1.4 FEET SOUTHEAST OF A BARBED WIRE FENCE. SET
 BW1011'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A
 BW1011'STEEL WITNESS POST IS SET 1.0 FOOT NORTHEAST OF THE MARK.  SECTION 28,
 BW1011'T 12N, R 11E.
 BW1011
 BW1011                          STATION RECOVERY (1984)
 BW1011
 BW1011'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 BW1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1624 ***********************************************************************
 CP1624  DESIGNATION -  54 V 83 LADH
 CP1624  PID         -  CP1624
 CP1624  STATE/COUNTY-  LA/TENSAS
 CP1624  USGS QUAD   -  SARANAC (1994)
 CP1624
 CP1624                         *CURRENT SURVEY CONTROL
 CP1624  ___________________________________________________________________
 CP1624* NAD 83(1986)-  32 00 20.     (N)    091 20 52.     (W)     SCALED    
 CP1624* NAVD 88     -        21.36   (+/-2cm)      70.1    (feet)  VERTCON   
 CP1624  ___________________________________________________________________
 CP1624  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP1624
 CP1624  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1624
 CP1624.The horizontal coordinates were scaled from a topographic map and have
 CP1624.an estimated accuracy of +/- 6 seconds.
 CP1624
 CP1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1624.The vertical order pertains to the NGVD 29 superseded value.
 CP1624
 CP1624.The geoid height was determined by GEOID03.
 CP1624
 CP1624;                    North         East    Units  Estimated Accuracy
 CP1624;SPC LA N     -   167,510.    1,108,860.      MT  (+/- 180 meters Scaled)
 CP1624
 CP1624                          SUPERSEDED SURVEY CONTROL
 CP1624
 CP1624  NGVD 29 (??/??/92)   21.370  (m)           70.11   (f) ADJ UNCH    2 1
 CP1624
 CP1624.Superseded values are not recommended for survey control.
 CP1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1624.See file dsdata.txt to determine how the superseded data were derived.
 CP1624
 CP1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR560422(NAD 83)
 CP1624_MARKER: DB = BENCH MARK DISK
 CP1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1624_STAMPING: 54V83 1973
 CP1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1624+STABILITY: SURFACE MOTION
 CP1624
 CP1624  HISTORY     - Date     Condition        Report By
 CP1624  HISTORY     - 1973     MONUMENTED       LADH
 CP1624  HISTORY     - 1981     GOOD             LADTD
 CP1624
 CP1624                          STATION DESCRIPTION
 CP1624
 CP1624'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1624'9.95 MI NW FROM ST JOSEPH.
 CP1624'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1624'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1624'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1624'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1624'HIGHWAY 128.  THENCE ABOUT 6.60 MILES NORTHWEST ALONG LOUISIANA
 CP1624'HIGHWAY 128.  IT IS 97.0 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 CP1624'HIGHWAY 128, 1.8 FEET SOUTHEAST OF A POWERPOLE, 20.0 FEET WEST OF THE
 CP1624'CENTERLINE OF A GRAVELED FIELD ROAD.  SET IN TOP OF A CONCRETE POST
 CP1624'PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 0.8
 CP1624'FOOT SOUTHWEST OF THE MARK.   SECTION 21, T 12N, R 11E.
 CP1624
 CP1624                          STATION RECOVERY (1981)
 CP1624
 CP1624'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CP1624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1625 ***********************************************************************
 CP1625  DESIGNATION -  54 V 84 LADH
 CP1625  PID         -  CP1625
 CP1625  STATE/COUNTY-  LA/TENSAS
 CP1625  USGS QUAD   -  SARANAC (1994)
 CP1625
 CP1625                         *CURRENT SURVEY CONTROL
 CP1625  ___________________________________________________________________
 CP1625* NAD 83(1986)-  32 00 43.     (N)    091 21 17.     (W)     SCALED    
 CP1625* NAVD 88     -        21.57   (+/-2cm)      70.8    (feet)  VERTCON   
 CP1625  ___________________________________________________________________
 CP1625  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP1625
 CP1625  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1625
 CP1625.The horizontal coordinates were scaled from a topographic map and have
 CP1625.an estimated accuracy of +/- 6 seconds.
 CP1625
 CP1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1625.The vertical order pertains to the NGVD 29 superseded value.
 CP1625
 CP1625.The geoid height was determined by GEOID03.
 CP1625
 CP1625;                    North         East    Units  Estimated Accuracy
 CP1625;SPC LA N     -   168,210.    1,108,200.      MT  (+/- 180 meters Scaled)
 CP1625
 CP1625                          SUPERSEDED SURVEY CONTROL
 CP1625
 CP1625  NGVD 29 (??/??/92)   21.581  (m)           70.80   (f) ADJ UNCH    2 1
 CP1625
 CP1625.Superseded values are not recommended for survey control.
 CP1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1625.See file dsdata.txt to determine how the superseded data were derived.
 CP1625
 CP1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR553429(NAD 83)
 CP1625_MARKER: DB = BENCH MARK DISK
 CP1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1625_STAMPING: 54V84 1973
 CP1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1625+STABILITY: SURFACE MOTION
 CP1625
 CP1625  HISTORY     - Date     Condition        Report By
 CP1625  HISTORY     - 1973     MONUMENTED       LADH
 CP1625  HISTORY     - 1981     GOOD             LADTD
 CP1625
 CP1625                          STATION DESCRIPTION
 CP1625
 CP1625'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1625'10.55 MI NW FROM ST JOSEPH.
 CP1625'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1625'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1625'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1625'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1625'HIGHWAY 128.  THENCE ABOUT 7.20 MILES NORTHWEST ALONG LOUISIANA
 CP1625'HIGHWAY 128.  IT IS 106.1 FEET NORTHEAST OF THE CENTERLINE OF
 CP1625'LOUISIANA HIGHWAY 128, 1.8 FEET SOUTHWEST OF A POWERPOLE, 71.4 FEET
 CP1625'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME RESIDENCE BELONGING TO
 CP1625'FISHER LUMBER COMPANY, 18.9 FEET EAST OF THE CENTERLINE OF A GRAVELED
 CP1625'DRIVE.  SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 CP1625'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTHWEST OF THE MARK.
 CP1625'SECTION 21, T 12N, R 11E.
 CP1625
 CP1625                          STATION RECOVERY (1981)
 CP1625
 CP1625'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CP1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1630 ***********************************************************************
 CP1630  DESIGNATION -  54 V 85 LADH
 CP1630  PID         -  CP1630
 CP1630  STATE/COUNTY-  LA/TENSAS
 CP1630  USGS QUAD   -  SARANAC (1994)
 CP1630
 CP1630                         *CURRENT SURVEY CONTROL
 CP1630  ___________________________________________________________________
 CP1630* NAD 83(1986)-  32 01 30.     (N)    091 22 12.     (W)     SCALED    
 CP1630* NAVD 88     -        21.63   (+/-2cm)      71.0    (feet)  VERTCON   
 CP1630  ___________________________________________________________________
 CP1630  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1630
 CP1630  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1630
 CP1630.The horizontal coordinates were scaled from a topographic map and have
 CP1630.an estimated accuracy of +/- 6 seconds.
 CP1630
 CP1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1630.The vertical order pertains to the NGVD 29 superseded value.
 CP1630
 CP1630.The geoid height was determined by GEOID03.
 CP1630
 CP1630;                    North         East    Units  Estimated Accuracy
 CP1630;SPC LA N     -   169,640.    1,106,740.      MT  (+/- 180 meters Scaled)
 CP1630
 CP1630                          SUPERSEDED SURVEY CONTROL
 CP1630
 CP1630  NGVD 29 (??/??/92)   21.645  (m)           71.01   (f) ADJ UNCH    2 1
 CP1630
 CP1630.Superseded values are not recommended for survey control.
 CP1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1630.See file dsdata.txt to determine how the superseded data were derived.
 CP1630
 CP1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR539443(NAD 83)
 CP1630_MARKER: DB = BENCH MARK DISK
 CP1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1630_STAMPING: 54V85 1973
 CP1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1630+STABILITY: SURFACE MOTION
 CP1630
 CP1630  HISTORY     - Date     Condition        Report By
 CP1630  HISTORY     - 1973     MONUMENTED       LADH
 CP1630  HISTORY     - 1980     MARK NOT FOUND   LADTD
 CP1630  HISTORY     - 1981     GOOD             LADTD
 CP1630
 CP1630                          STATION DESCRIPTION
 CP1630
 CP1630'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1630'11.80 MI NW FROM ST JOSEPH.
 CP1630'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1630'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1630'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1630'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1630'HIGHWAY 128.  THENCE ABOUT 8.45 MILES NORTHWEST ALONG LOUISIANA
 CP1630'HIGHWAY 128.  IT IS 117.5 FEET NORTHEAST OF THE CENTERLINE OF
 CP1630'LOUISIANA HIGHWAY 128, 19.5 FEET WEST OF THE NORTHWEST CORNER OF AN
 CP1630'ABANDONED CHURCH, 2.0 FEET SOUTHEAST OF A 12-INCH PERSIMMON TREE. SET
 CP1630'IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  A STEEL
 CP1630'WITNESS POST IS SET 1.0 FOOT SOUTHWEST OF THE MARK.  SECTION 17, T
 CP1630'12N, R 11E.
 CP1630
 CP1630                          STATION RECOVERY (1980)
 CP1630
 CP1630'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1630'MARK NOT FOUND.
 CP1630
 CP1630                          STATION RECOVERY (1981)
 CP1630
 CP1630'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CP1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1631 ***********************************************************************
 CP1631  DESIGNATION -  54 V 86
 CP1631  PID         -  CP1631
 CP1631  STATE/COUNTY-  LA/TENSAS
 CP1631  USGS QUAD   -  NEWLIGHT (1987)
 CP1631
 CP1631                         *CURRENT SURVEY CONTROL
 CP1631  ___________________________________________________________________
 CP1631* NAD 83(1986)-  32 01 59.     (N)    091 22 52.     (W)     SCALED    
 CP1631* NAVD 88     -        21.16   (+/-2cm)      69.4    (feet)  VERTCON   
 CP1631  ___________________________________________________________________
 CP1631  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1631
 CP1631  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1631
 CP1631.The horizontal coordinates were scaled from a topographic map and have
 CP1631.an estimated accuracy of +/- 6 seconds.
 CP1631
 CP1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1631.The vertical order pertains to the NGVD 29 superseded value.
 CP1631
 CP1631.The geoid height was determined by GEOID03.
 CP1631
 CP1631;                    North         East    Units  Estimated Accuracy
 CP1631;SPC LA N     -   170,520.    1,105,680.      MT  (+/- 180 meters Scaled)
 CP1631
 CP1631                          SUPERSEDED SURVEY CONTROL
 CP1631
 CP1631  NGVD 29 (??/??/92)   21.176  (m)           69.47   (f) ADJ UNCH    2 1
 CP1631
 CP1631.Superseded values are not recommended for survey control.
 CP1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1631.See file dsdata.txt to determine how the superseded data were derived.
 CP1631
 CP1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR528452(NAD 83)
 CP1631_MARKER: DB = BENCH MARK DISK
 CP1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1631_STAMPING: 54V86 1973
 CP1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1631+STABILITY: SURFACE MOTION
 CP1631
 CP1631  HISTORY     - Date     Condition        Report By
 CP1631  HISTORY     - 1973     MONUMENTED       LADH
 CP1631  HISTORY     - 1980     GOOD             LADTD
 CP1631  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1631
 CP1631                          STATION DESCRIPTION
 CP1631
 CP1631'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1631'12.65 MI NW FROM ST JOSEPH.
 CP1631'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1631'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1631'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1631'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1631'HIGHWAY 128.  THENCE ABOUT 9.30 MILES NORTHWEST ALONG LOUISIANA
 CP1631'HIGHWAY 128.  IT IS 139.2 FEET SOUTHWEST OF THE CENTERLINE OF
 CP1631'LOUISIANA HIGHWAY 128, 2.0 FEET NORTH OF THE NORTHWEST CORNER OF A
 CP1631'WELL SHED, 30.3 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME TENANT
 CP1631'HOUSE BELONGING TO FISHER LUMBER COMPANY.  SET IN TOP OF A CONCRETE
 CP1631'POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT
 CP1631'NORTHWEST OF THE MARK.  SECTION 7, T 12N, R 11E.
 CP1631
 CP1631                          STATION RECOVERY (1980)
 CP1631
 CP1631'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1631'RECOVERED IN GOOD CONDITION.
 CP1631
 CP1631                          STATION RECOVERY (1984)
 CP1631
 CP1631'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1632 ***********************************************************************
 CP1632  DESIGNATION -  54 V 87
 CP1632  PID         -  CP1632
 CP1632  STATE/COUNTY-  LA/TENSAS
 CP1632  USGS QUAD   -  NEWLIGHT (1987)
 CP1632
 CP1632                         *CURRENT SURVEY CONTROL
 CP1632  ___________________________________________________________________
 CP1632* NAD 83(1986)-  32 02 26.     (N)    091 23 28.     (W)     SCALED    
 CP1632* NAVD 88     -        21.06   (+/-2cm)      69.1    (feet)  VERTCON   
 CP1632  ___________________________________________________________________
 CP1632  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP1632
 CP1632  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1632
 CP1632.The horizontal coordinates were scaled from a topographic map and have
 CP1632.an estimated accuracy of +/- 6 seconds.
 CP1632
 CP1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1632.The vertical order pertains to the NGVD 29 superseded value.
 CP1632
 CP1632.The geoid height was determined by GEOID03.
 CP1632
 CP1632;                    North         East    Units  Estimated Accuracy
 CP1632;SPC LA N     -   171,350.    1,104,730.      MT  (+/- 180 meters Scaled)
 CP1632
 CP1632                          SUPERSEDED SURVEY CONTROL
 CP1632
 CP1632  NGVD 29 (??/??/92)   21.071  (m)           69.13   (f) ADJ UNCH    2 1
 CP1632
 CP1632.Superseded values are not recommended for survey control.
 CP1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1632.See file dsdata.txt to determine how the superseded data were derived.
 CP1632
 CP1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR519460(NAD 83)
 CP1632_MARKER: DB = BENCH MARK DISK
 CP1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1632_STAMPING: 54V87 1973
 CP1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1632+STABILITY: SURFACE MOTION
 CP1632
 CP1632  HISTORY     - Date     Condition        Report By
 CP1632  HISTORY     - 1973     MONUMENTED       LADH
 CP1632  HISTORY     - 1980     GOOD             LADTD
 CP1632
 CP1632                          STATION DESCRIPTION
 CP1632
 CP1632'DESCRIBED BY LA DEPT OF HIGHWAYS 1973
 CP1632'13.40 MI NW FROM ST JOSEPH.
 CP1632'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1632'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1632'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1632'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1632'HIGHWAY 128.  THENCE ABOUT 10.05 MILES NORTHWEST ALONG LOUISIANA
 CP1632'HIGHWAY 128.  IT IS 180.4 FEET SOUTHWEST OF THE CENTERLINE OF
 CP1632'LOUISIANA HIGHWAY 128, 1.6 FEET NORTHEAST OF A METAL FENCE CORNER,
 CP1632'16.0 FEET SOUTHWEST OF A PETROLEUM SEPARATOR HEATER, 67.0 FEET WEST OF
 CP1632'THE SOUTHWEST CORNER OF A SLUSH PIT.  SET IN TOP OF A CONCRETE POST
 CP1632'PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CP1632'FOOT NORTHEAST OF THE MARK.
 CP1632
 CP1632                          STATION RECOVERY (1980)
 CP1632
 CP1632'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1638 ***********************************************************************
 CP1638  DESIGNATION -  54 V 88
 CP1638  PID         -  CP1638
 CP1638  STATE/COUNTY-  LA/TENSAS
 CP1638  USGS QUAD   -  NEWLIGHT (1987)
 CP1638
 CP1638                         *CURRENT SURVEY CONTROL
 CP1638  ___________________________________________________________________
 CP1638* NAD 83(1986)-  32 03 49.     (N)    091 25 21.     (W)     SCALED    
 CP1638* NAVD 88     -        21.36   (+/-2cm)      70.1    (feet)  VERTCON   
 CP1638  ___________________________________________________________________
 CP1638  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1638
 CP1638  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1638
 CP1638.The horizontal coordinates were scaled from a topographic map and have
 CP1638.an estimated accuracy of +/- 6 seconds.
 CP1638
 CP1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1638.The vertical order pertains to the NGVD 29 superseded value.
 CP1638
 CP1638.The geoid height was determined by GEOID03.
 CP1638
 CP1638;                    North         East    Units  Estimated Accuracy
 CP1638;SPC LA N     -   173,870.    1,101,740.      MT  (+/- 180 meters Scaled)
 CP1638
 CP1638                          SUPERSEDED SURVEY CONTROL
 CP1638
 CP1638  NGVD 29 (??/??/92)   21.372  (m)           70.12   (f) ADJ UNCH    2 1
 CP1638
 CP1638.Superseded values are not recommended for survey control.
 CP1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1638.See file dsdata.txt to determine how the superseded data were derived.
 CP1638
 CP1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR489485(NAD 83)
 CP1638_MARKER: DB = BENCH MARK DISK
 CP1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1638_STAMPING: 54V88 1973
 CP1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1638+STABILITY: SURFACE MOTION
 CP1638
 CP1638  HISTORY     - Date     Condition        Report By
 CP1638  HISTORY     - 1973     MONUMENTED       LADH
 CP1638  HISTORY     - 1974     GOOD             LADTD
 CP1638  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1638
 CP1638                          STATION DESCRIPTION
 CP1638
 CP1638'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1638'15.85 MI NW FROM ST JOSEPH.
 CP1638'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1638'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1638'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1638'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1638'HIGHWAY 128.  THENCE ABOUT 12.50 MILES NORTHWEST ALONG LOUISIANA
 CP1638'HIGHWAY 128.  IT IS 95.5 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 CP1638'HIGHWAY 128, 144.8 FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL DRIVE,
 CP1638'54.5 FEET NORTHEAST OF A FENCE CORNER, 1.4 FEET SOUTHEAST OF A
 CP1638'COMBINATION MESH AND BARBED WIRE FENCE, 28.0 FEET NORTHEAST OF A
 CP1638'42-INCH TREE.  SET IN TOP OF A CONCRETE POST SET FLUSH SH WITH THE
 CP1638'GROUND.  A STEEL WITNESS POST IS SET 1.6 FEET WEST OF THE MARK.
 CP1638'SECTION 35, T 13N, R 10E.
 CP1638
 CP1638                          STATION RECOVERY (1984)
 CP1638
 CP1638'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1639 ***********************************************************************
 CP1639  DESIGNATION -  54 V 89
 CP1639  PID         -  CP1639
 CP1639  STATE/COUNTY-  LA/TENSAS
 CP1639  USGS QUAD   -  NEWLIGHT (1987)
 CP1639
 CP1639                         *CURRENT SURVEY CONTROL
 CP1639  ___________________________________________________________________
 CP1639* NAD 83(1986)-  32 04 23.     (N)    091 26 02.     (W)     SCALED    
 CP1639* NAVD 88     -        21.33   (+/-2cm)      70.0    (feet)  VERTCON   
 CP1639  ___________________________________________________________________
 CP1639  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1639
 CP1639  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1639
 CP1639.The horizontal coordinates were scaled from a topographic map and have
 CP1639.an estimated accuracy of +/- 6 seconds.
 CP1639
 CP1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1639.The vertical order pertains to the NGVD 29 superseded value.
 CP1639
 CP1639.The geoid height was determined by GEOID03.
 CP1639
 CP1639;                    North         East    Units  Estimated Accuracy
 CP1639;SPC LA N     -   174,910.    1,100,650.      MT  (+/- 180 meters Scaled)
 CP1639
 CP1639                          SUPERSEDED SURVEY CONTROL
 CP1639
 CP1639  NGVD 29 (??/??/92)   21.349  (m)           70.04   (f) ADJ UNCH    2 1
 CP1639
 CP1639.Superseded values are not recommended for survey control.
 CP1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1639.See file dsdata.txt to determine how the superseded data were derived.
 CP1639
 CP1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR478496(NAD 83)
 CP1639_MARKER: DB = BENCH MARK DISK
 CP1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1639_STAMPING: 54V89 1973
 CP1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1639+STABILITY: SURFACE MOTION
 CP1639
 CP1639  HISTORY     - Date     Condition        Report By
 CP1639  HISTORY     - 1973     MONUMENTED       LADH
 CP1639  HISTORY     - 1974     GOOD             LADTD
 CP1639
 CP1639                          STATION DESCRIPTION
 CP1639
 CP1639'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1639'15.95 MI NE FROM GILBERT.
 CP1639'ABOUT 0.05 MILE SOUTHEAST ALONG FIRST STREET FROM GILBERT HIGH SCHOOL
 CP1639'IN GILBERT TO THE INTERSECTION OF FIRST STREET AND HANNA STREET.
 CP1639'THENCE ABOUT 0.20 MILE NORTHEAST ALONG HANNA STREET TO THE
 CP1639'INTERSECTION OF HANNA STREET, LOUISIANA HIGHWAY 15 AND LOUISIANA
 CP1639'HIGHWAY 572.  THENCE ABOUT 0.05 MILE NORTHEAST ALONG LOUISIANA HIGHWAY
 CP1639'572 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 572 AND 128. THENCE
 CP1639'ABOUT 5.40 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1639'INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 4.  THENCE ABOUT 8.75 MILES
 CP1639'EAST ALONG LOUISIANA HIGHWAY 4 TO THE INTERSECTION OF LOUISIANA
 CP1639'HIGHWAYS 4 AND 128.  THENCE ABOUT 1.50 MILES SOUTHEAST ALONG LOUISIANA
 CP1639'HIGHWAY 128.  IT IS 74.4 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 CP1639'HIGHWAY 128, 137.8 FEET NORTH OF A POWERPOLE, 1.3 FEET SOUTHEAST OF A
 CP1639'COMBINATION MESH AND BARBED WIRE FENCE, 31.3 FEET NORTHEAST OF A FENCE
 CP1639'CORNER.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 CP1639'GROUND.  A STEEL WITNESS POST IS SET 0.7 FOOT SOUTHWEST OF THE MARK.
 CP1639'SECTION 27, T 13N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1594 ***********************************************************************
 CP1594  DESIGNATION -  54 V 9
 CP1594  PID         -  CP1594
 CP1594  STATE/COUNTY-  LA/TENSAS
 CP1594  USGS QUAD   -  NEWELLTON (1994)
 CP1594
 CP1594                         *CURRENT SURVEY CONTROL
 CP1594  ___________________________________________________________________
 CP1594* NAD 83(1986)-  32 07 10.     (N)    091 14 39.     (W)     SCALED    
 CP1594* NAVD 88     -        22.98   (+/-2cm)      75.4    (feet)  VERTCON   
 CP1594  ___________________________________________________________________
 CP1594  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1594
 CP1594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1594
 CP1594.The horizontal coordinates were scaled from a topographic map and have
 CP1594.an estimated accuracy of +/- 6 seconds.
 CP1594
 CP1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1594.The vertical order pertains to the NGVD 29 superseded value.
 CP1594
 CP1594.The geoid height was determined by GEOID03.
 CP1594
 CP1594;                    North         East    Units  Estimated Accuracy
 CP1594;SPC LA N     -   180,240.    1,118,500.      MT  (+/- 180 meters Scaled)
 CP1594
 CP1594                          SUPERSEDED SURVEY CONTROL
 CP1594
 CP1594  NGVD 29 (??/??/92)   22.998  (m)           75.45   (f) ADJ UNCH    2 0
 CP1594
 CP1594.Superseded values are not recommended for survey control.
 CP1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1594.See file dsdata.txt to determine how the superseded data were derived.
 CP1594
 CP1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR656550(NAD 83)
 CP1594_MARKER: DB = BENCH MARK DISK
 CP1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1594_STAMPING: 54V9 1970
 CP1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1594+STABILITY: SURFACE MOTION
 CP1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1594+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 CP1594
 CP1594  HISTORY     - Date     Condition        Report By
 CP1594  HISTORY     - 1970     MONUMENTED       LADH
 CP1594  HISTORY     - 19891101 MARK NOT FOUND   LADTD
 CP1594
 CP1594                          STATION DESCRIPTION
 CP1594
 CP1594'DESCRIBED BY LA DEPT OF HIGHWAYS 1970
 CP1594'4.5 MI NW FROM NEWELLTON.
 CP1594'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1594'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1594'DIRECTION ALONG U.S. HIGHWAY 65, 3.7 MILES TO THE MARK.  IT IS 78.0
 CP1594'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 4.0 FEET NORTH OF A 10
 CP1594'INCH PINE TREE, 8.0 FEET WEST OF THE RIGHT OF WAY FENCE.  SET IN TOP
 CP1594'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  A STEEL WITNESS
 CP1594'POST IS SET 1.0 FOOT WEST OF THE MARK.
 CP1594
 CP1594                          STATION RECOVERY (1989)
 CP1594
 CP1594'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 CP1594'THIS MARK WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1640 ***********************************************************************
 CP1640  DESIGNATION -  54 V 90
 CP1640  PID         -  CP1640
 CP1640  STATE/COUNTY-  LA/TENSAS
 CP1640  USGS QUAD   -  NEWLIGHT (1987)
 CP1640
 CP1640                         *CURRENT SURVEY CONTROL
 CP1640  ___________________________________________________________________
 CP1640* NAD 83(1986)-  32 04 43.     (N)    091 26 33.     (W)     SCALED    
 CP1640* NAVD 88     -        21.30   (+/-2cm)      69.9    (feet)  VERTCON   
 CP1640  ___________________________________________________________________
 CP1640  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1640
 CP1640  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1640
 CP1640.The horizontal coordinates were scaled from a topographic map and have
 CP1640.an estimated accuracy of +/- 6 seconds.
 CP1640
 CP1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1640.The vertical order pertains to the NGVD 29 superseded value.
 CP1640
 CP1640.The geoid height was determined by GEOID03.
 CP1640
 CP1640;                    North         East    Units  Estimated Accuracy
 CP1640;SPC LA N     -   175,520.    1,099,830.      MT  (+/- 180 meters Scaled)
 CP1640
 CP1640                          SUPERSEDED SURVEY CONTROL
 CP1640
 CP1640  NGVD 29 (??/??/92)   21.315  (m)           69.93   (f) ADJ UNCH    2 1
 CP1640
 CP1640.Superseded values are not recommended for survey control.
 CP1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1640.See file dsdata.txt to determine how the superseded data were derived.
 CP1640
 CP1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR469502(NAD 83)
 CP1640_MARKER: DB = BENCH MARK DISK
 CP1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1640_STAMPING: 54V90 1973
 CP1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1640+STABILITY: SURFACE MOTION
 CP1640
 CP1640  HISTORY     - Date     Condition        Report By
 CP1640  HISTORY     - 1973     MONUMENTED       LADH
 CP1640  HISTORY     - 1974     GOOD             LADTD
 CP1640
 CP1640                          STATION DESCRIPTION
 CP1640
 CP1640'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1640'15.25 MI NE FROM GILBERT.
 CP1640'ABOUT 0.05 MILE SOUTHEAST ALONG FIRST STREET FROM GILBERT HIGH SCHOOL
 CP1640'IN GILBERT TO THE INTERSECTION OF FIRST STREET AND HANNA STREET.
 CP1640'THENCE ABOUT 0.20 MILE NORTHEAST ALONG HANNA STREET TO THE
 CP1640'INTERSECTION OF HANNA STREET, LOUISIANA HIGHWAY 15 AND LOUISIANA
 CP1640'HIGHWAY 572.  THENCE ABOUT 0.05 MILE NORTHEAST ALONG LOUISIANA HIGHWAY
 CP1640'572 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 572 AND 128. THENCE
 CP1640'ABOUT 5.40 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1640'INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 4.  THENCE ABOUT 8.75 MILES
 CP1640'EAST ALONG LOUISIANA HIGHWAY 4 TO THE INTERSECTION OF LOUISIANA
 CP1640'HIGHWAYS 4 AND 128.  THENCE ABOUT 0.80 MILE SOUTHEAST ALONG LOUISIANA
 CP1640'HIGHWAY 128.  IT IS 128.5 FEET SOUTHWEST OF THE CENTERLINE OF
 CP1640'LOUISIANA HIGHWAY 128, 136.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CP1640'A FRAME HOUSE BELONGING TO FORD POWELL, 0.8 FOOT WEST OF A BARBED WIRE
 CP1640'FENCE.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. A
 CP1640'STEEL WITNESS POST IS SET 0.9 FOOT NORTHWEST OF THE MARK.  SECTION 28,
 CP1640'T 13N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1649 ***********************************************************************
 CP1649  DESIGNATION -  54 V 91
 CP1649  PID         -  CP1649
 CP1649  STATE/COUNTY-  LA/TENSAS
 CP1649  USGS QUAD   -  SOMERSET (1994)
 CP1649
 CP1649                         *CURRENT SURVEY CONTROL
 CP1649  ___________________________________________________________________
 CP1649* NAD 83(1986)-  32 10 58.     (N)    091 14 47.     (W)     SCALED    
 CP1649* NAVD 88     -        24.55   (+/-2cm)      80.5    (feet)  VERTCON   
 CP1649  ___________________________________________________________________
 CP1649  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1649
 CP1649  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1649
 CP1649.The horizontal coordinates were scaled from a topographic map and have
 CP1649.an estimated accuracy of +/- 6 seconds.
 CP1649
 CP1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1649.The vertical order pertains to the NGVD 29 superseded value.
 CP1649
 CP1649.The geoid height was determined by GEOID03.
 CP1649
 CP1649;                    North         East    Units  Estimated Accuracy
 CP1649;SPC LA N     -   187,260.    1,118,210.      MT  (+/- 180 meters Scaled)
 CP1649
 CP1649                          SUPERSEDED SURVEY CONTROL
 CP1649
 CP1649  NGVD 29 (??/??/92)   24.573  (m)           80.62   (f) ADJ UNCH    2 1
 CP1649
 CP1649.Superseded values are not recommended for survey control.
 CP1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1649.See file dsdata.txt to determine how the superseded data were derived.
 CP1649
 CP1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR653620(NAD 83)
 CP1649_MARKER: DB = BENCH MARK DISK
 CP1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1649_STAMPING: 54V91 1974
 CP1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1649+STABILITY: SURFACE MOTION
 CP1649
 CP1649  HISTORY     - Date     Condition        Report By
 CP1649  HISTORY     - 1974     MONUMENTED       LADH
 CP1649
 CP1649                          STATION DESCRIPTION
 CP1649
 CP1649'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1649'9.35 MI N FROM NEWELLTON.
 CP1649'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1649'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1649'U.S. HIGHWAY 65.  THENCE ABOUT 7.40 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1649'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 575.
 CP1649'THENCE ABOUT 0.25 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 575 TO THE
 CP1649'INTERSECTION OF LOUISIANA HIGHWAYS 575 AND 898. THENCE ABOUT 0.90 MILE
 CP1649'WEST ALONG LOUISIANA HIGHWAY 575.  IT IS 149.4 FEET NORTH OF THE
 CP1649'CENTERLINE OF LOUISIANA HIGHWAY 575, 107.8 FEET NORTH OF A COMBINATION
 CP1649'MESH AND BARBED WIRE FENCE, 11.0 FEET NORTH OF THE SOUTHEAST CORNER OF
 CP1649'A CATTLE CORRAL, 43.0 FEET SOUTH OF A POWER POLE WITH A MERCURY VAPOR
 CP1649'LIGHT ATTACHED.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CP1649'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 0.9 FOOT EAST OF THE
 CP1649'MARK.  SECTION 29, T 14N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1650 ***********************************************************************
 CP1650  DESIGNATION -  54 V 92
 CP1650  PID         -  CP1650
 CP1650  STATE/COUNTY-  LA/TENSAS
 CP1650  USGS QUAD   -  WESTWOOD (1987)
 CP1650
 CP1650                         *CURRENT SURVEY CONTROL
 CP1650  ___________________________________________________________________
 CP1650* NAD 83(1986)-  32 10 56.     (N)    091 15 44.     (W)     SCALED    
 CP1650* NAVD 88     -        19.64   (+/-2cm)      64.4    (feet)  VERTCON   
 CP1650  ___________________________________________________________________
 CP1650  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1650
 CP1650  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1650
 CP1650.The horizontal coordinates were scaled from a topographic map and have
 CP1650.an estimated accuracy of +/- 6 seconds.
 CP1650
 CP1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1650.The vertical order pertains to the NGVD 29 superseded value.
 CP1650
 CP1650.The geoid height was determined by GEOID03.
 CP1650
 CP1650;                    North         East    Units  Estimated Accuracy
 CP1650;SPC LA N     -   187,180.    1,116,720.      MT  (+/- 180 meters Scaled)
 CP1650
 CP1650                          SUPERSEDED SURVEY CONTROL
 CP1650
 CP1650  NGVD 29 (??/??/92)   19.664  (m)           64.51   (f) ADJ UNCH    2 1
 CP1650
 CP1650.Superseded values are not recommended for survey control.
 CP1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1650.See file dsdata.txt to determine how the superseded data were derived.
 CP1650
 CP1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR638619(NAD 83)
 CP1650_MARKER: DB = BENCH MARK DISK
 CP1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1650_STAMPING: 54V92 1974
 CP1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1650+STABILITY: SURFACE MOTION
 CP1650
 CP1650  HISTORY     - Date     Condition        Report By
 CP1650  HISTORY     - 1974     MONUMENTED       LADH
 CP1650
 CP1650                          STATION DESCRIPTION
 CP1650
 CP1650'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1650'9.35 MI N FROM NEWELLTON.
 CP1650'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1650'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1650'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1650'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1650'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1650'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 0.30 MILE
 CP1650'EAST ALONG LOUISIANA HIGHWAY 575.  IT IS 83.0 FEET SOUTH OF THE
 CP1650'CENTERLINE OF LOUISIANA HIGHWAY 575.  IT IS 83.0 FEET SOUTH OF THE
 CP1650'CENTERLINE OF LOUISIANA HIGHWAY 575, 23.4 FEET SOUTH OF A POWER POLE,
 CP1650'14.7 FEET SOUTH A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 CP1650'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.1
 CP1650'FEET SOUTH OF THE MARK.  SECTION 28, T 14N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1651 ***********************************************************************
 CP1651  DESIGNATION -  54 V 93
 CP1651  PID         -  CP1651
 CP1651  STATE/COUNTY-  LA/TENSAS
 CP1651  USGS QUAD   -  WESTWOOD (1987)
 CP1651
 CP1651                         *CURRENT SURVEY CONTROL
 CP1651  ___________________________________________________________________
 CP1651* NAD 83(1986)-  32 10 56.     (N)    091 16 37.     (W)     SCALED    
 CP1651* NAVD 88     -        21.80   (+/-2cm)      71.5    (feet)  VERTCON   
 CP1651  ___________________________________________________________________
 CP1651  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1651
 CP1651  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1651
 CP1651.The horizontal coordinates were scaled from a topographic map and have
 CP1651.an estimated accuracy of +/- 6 seconds.
 CP1651
 CP1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1651.The vertical order pertains to the NGVD 29 superseded value.
 CP1651
 CP1651.The geoid height was determined by GEOID03.
 CP1651
 CP1651;                    North         East    Units  Estimated Accuracy
 CP1651;SPC LA N     -   187,170.    1,115,330.      MT  (+/- 180 meters Scaled)
 CP1651
 CP1651                          SUPERSEDED SURVEY CONTROL
 CP1651
 CP1651  NGVD 29 (??/??/92)   21.819  (m)           71.58   (f) ADJ UNCH    2 1
 CP1651
 CP1651.Superseded values are not recommended for survey control.
 CP1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1651.See file dsdata.txt to determine how the superseded data were derived.
 CP1651
 CP1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR624619(NAD 83)
 CP1651_MARKER: DB = BENCH MARK DISK
 CP1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1651_STAMPING: 54V93 1974
 CP1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1651+STABILITY: SURFACE MOTION
 CP1651
 CP1651  HISTORY     - Date     Condition        Report By
 CP1651  HISTORY     - 1974     MONUMENTED       LADH
 CP1651
 CP1651                          STATION DESCRIPTION
 CP1651
 CP1651'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1651'10.00 MI NW FROM NEWELLTON.
 CP1651'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1651'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1651'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1651'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1651'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1651'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 0.65 MILE
 CP1651'WEST ALONG LOUISIANA HIGHWAY 888.  IT IS 39.5 FEET SOUTH OF THE
 CP1651'CENTERLINE OF LOUISIANA HIGHWAY 888, 1.9 FEET NORTH OF A POWER POLE,
 CP1651'0.6 FOOT NORTH OF A 4-STRAND BARBED WIRE FENCE.  SET IN TOP OF A
 CP1651'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CP1651'POST IS SET 0.8 FOOT NORTH OF THE MARK.  SECTION 27, T 14N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1653 ***********************************************************************
 CP1653  DESIGNATION -  54 V 95
 CP1653  PID         -  CP1653
 CP1653  STATE/COUNTY-  LA/TENSAS
 CP1653  USGS QUAD   -  WESTWOOD (1987)
 CP1653
 CP1653                         *CURRENT SURVEY CONTROL
 CP1653  ___________________________________________________________________
 CP1653* NAD 83(1986)-  32 10 56.     (N)    091 18 45.     (W)     SCALED    
 CP1653* NAVD 88     -        20.82   (+/-2cm)      68.3    (feet)  VERTCON   
 CP1653  ___________________________________________________________________
 CP1653  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1653
 CP1653  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1653
 CP1653.The horizontal coordinates were scaled from a topographic map and have
 CP1653.an estimated accuracy of +/- 6 seconds.
 CP1653
 CP1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1653.The vertical order pertains to the NGVD 29 superseded value.
 CP1653
 CP1653.The geoid height was determined by GEOID03.
 CP1653
 CP1653;                    North         East    Units  Estimated Accuracy
 CP1653;SPC LA N     -   187,130.    1,111,980.      MT  (+/- 180 meters Scaled)
 CP1653
 CP1653                          SUPERSEDED SURVEY CONTROL
 CP1653
 CP1653  NGVD 29 (??/??/92)   20.834  (m)           68.35   (f) ADJ UNCH    2 1
 CP1653
 CP1653.Superseded values are not recommended for survey control.
 CP1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1653.See file dsdata.txt to determine how the superseded data were derived.
 CP1653
 CP1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR590618(NAD 83)
 CP1653_MARKER: DB = BENCH MARK DISK
 CP1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1653_STAMPING: 54V95 1974
 CP1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1653+STABILITY: SURFACE MOTION
 CP1653
 CP1653  HISTORY     - Date     Condition        Report By
 CP1653  HISTORY     - 1974     MONUMENTED       LADH
 CP1653
 CP1653                          STATION DESCRIPTION
 CP1653
 CP1653'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1653'11.75 MI NW FROM NEWELLTON.
 CP1653'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1653'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1653'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1653'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1653'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1653'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 2.70
 CP1653'MILES WEST ALONG LOUISIANA HIGHWAY 888.  IT IS 134.6 FEET SOUTHWEST OF
 CP1653'THE CENTERLINE OF LOUISIANA HIGHWAY 888, 10.0 FEET SOUTHEAST OF THE
 CP1653'SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE, 1.9 FEET NORTHEAST OF THE
 CP1653'NORTHEAST CORNER OF A WELL SHED, 83.0 FEET SOUTHWEST OF A POWER POLE.
 CP1653'SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. A STEEL
 CP1653'WITNESS POST IS SET 0.8 FOOT EAST OF THE MARK. SECTION 23, T 14N, R
 CP1653'11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1654 ***********************************************************************
 CP1654  DESIGNATION -  54 V 96
 CP1654  PID         -  CP1654
 CP1654  STATE/COUNTY-  LA/TENSAS
 CP1654  USGS QUAD   -  WESTWOOD (1987)
 CP1654
 CP1654                         *CURRENT SURVEY CONTROL
 CP1654  ___________________________________________________________________
 CP1654* NAD 83(1986)-  32 10 57.     (N)    091 19 32.     (W)     SCALED    
 CP1654* NAVD 88     -        22.38   (+/-2cm)      73.4    (feet)  VERTCON   
 CP1654  ___________________________________________________________________
 CP1654  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1654
 CP1654  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1654
 CP1654.The horizontal coordinates were scaled from a topographic map and have
 CP1654.an estimated accuracy of +/- 6 seconds.
 CP1654
 CP1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1654.The vertical order pertains to the NGVD 29 superseded value.
 CP1654
 CP1654.The geoid height was determined by GEOID03.
 CP1654
 CP1654;                    North         East    Units  Estimated Accuracy
 CP1654;SPC LA N     -   187,150.    1,110,750.      MT  (+/- 180 meters Scaled)
 CP1654
 CP1654                          SUPERSEDED SURVEY CONTROL
 CP1654
 CP1654  NGVD 29 (??/??/92)   22.402  (m)           73.50   (f) ADJ UNCH    2 1
 CP1654
 CP1654.Superseded values are not recommended for survey control.
 CP1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1654.See file dsdata.txt to determine how the superseded data were derived.
 CP1654
 CP1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR578618(NAD 83)
 CP1654_MARKER: DB = BENCH MARK DISK
 CP1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1654_STAMPING: 54V96 1974
 CP1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1654+STABILITY: SURFACE MOTION
 CP1654
 CP1654  HISTORY     - Date     Condition        Report By
 CP1654  HISTORY     - 1974     MONUMENTED       LADH
 CP1654
 CP1654                          STATION DESCRIPTION
 CP1654
 CP1654'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1654'12.60 MI NW FROM NEWELLTON.
 CP1654'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1654'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1654'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1654'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1654'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1654'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 3.55
 CP1654'MILES WEST ALONG LOUISIANA HIGHWAY 888.  IT IS 75.0 FEET SOUTH OF THE
 CP1654'CENTERLINE OF LOUISIANA HIGHWAY 888, 62.3 FEET SOUTHWEST OF A POWER
 CP1654'POLE, 19.6 FEET SOUTH OF A FENCE CORNER, 0.9 FOOT EAST OF A
 CP1654'COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 CP1654'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 0.8
 CP1654'FOOT EAST OF THE MARK.  SECTION 22, T 14N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1658 ***********************************************************************
 CP1658  DESIGNATION -  54 V 97
 CP1658  PID         -  CP1658
 CP1658  STATE/COUNTY-  LA/TENSAS
 CP1658  USGS QUAD   -  WESTWOOD (1987)
 CP1658
 CP1658                         *CURRENT SURVEY CONTROL
 CP1658  ___________________________________________________________________
 CP1658* NAD 83(1986)-  32 10 49.     (N)    091 21 22.     (W)     SCALED    
 CP1658* NAVD 88     -        22.56   (+/-2cm)      74.0    (feet)  VERTCON   
 CP1658  ___________________________________________________________________
 CP1658  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1658
 CP1658  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1658
 CP1658.The horizontal coordinates were scaled from a topographic map and have
 CP1658.an estimated accuracy of +/- 6 seconds.
 CP1658
 CP1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1658.The vertical order pertains to the NGVD 29 superseded value.
 CP1658
 CP1658.The geoid height was determined by GEOID03.
 CP1658
 CP1658;                    North         East    Units  Estimated Accuracy
 CP1658;SPC LA N     -   186,870.    1,107,870.      MT  (+/- 180 meters Scaled)
 CP1658
 CP1658                          SUPERSEDED SURVEY CONTROL
 CP1658
 CP1658  NGVD 29 (??/??/92)   22.579  (m)           74.08   (f) ADJ UNCH    2 1
 CP1658
 CP1658.Superseded values are not recommended for survey control.
 CP1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1658.See file dsdata.txt to determine how the superseded data were derived.
 CP1658
 CP1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR549616(NAD 83)
 CP1658_MARKER: DB = BENCH MARK DISK
 CP1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1658_STAMPING: 54V97 1974
 CP1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1658+STABILITY: SURFACE MOTION
 CP1658
 CP1658  HISTORY     - Date     Condition        Report By
 CP1658  HISTORY     - 1974     MONUMENTED       LADH
 CP1658
 CP1658                          STATION DESCRIPTION
 CP1658
 CP1658'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1658'14.40 MI NW FROM NEWELLTON.
 CP1658'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1658'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1658'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1658'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1658'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1658'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 5.35
 CP1658'MILES WEST ALONG LOUISIANA HIGHWAY 888.  IT IS 106.4 FEET SOUTH OF THE
 CP1658'CENTERLINE OF LOUISIANA HIGHWAY 888, 69.5 FEET SOUTH OF A POWER POLE
 CP1658'WITH A TRANSFORMER, 14.6 FEET WEST OF THE SOUTHWEST CORNER OF A WOOD
 CP1658'FRAME RESIDENCE, 0.8 FOOT WEST OF THE SOUTHWEST CORNER OF A WELL SHED.
 CP1658'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND. A
 CP1658'STEEL WITNESS POST IS SET 0.9 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1660 ***********************************************************************
 CP1660  DESIGNATION -  54 V 98
 CP1660  PID         -  CP1660
 CP1660  STATE/COUNTY-  LA/TENSAS
 CP1660  USGS QUAD   -  WESTWOOD (1987)
 CP1660
 CP1660                         *CURRENT SURVEY CONTROL
 CP1660  ___________________________________________________________________
 CP1660* NAD 83(1986)-  32 09 38.     (N)    091 22 23.     (W)     SCALED    
 CP1660* NAVD 88     -        22.33   (+/-2cm)      73.3    (feet)  VERTCON   
 CP1660  ___________________________________________________________________
 CP1660  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1660
 CP1660  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1660
 CP1660.The horizontal coordinates were scaled from a topographic map and have
 CP1660.an estimated accuracy of +/- 6 seconds.
 CP1660
 CP1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1660.The vertical order pertains to the NGVD 29 superseded value.
 CP1660
 CP1660.The geoid height was determined by GEOID03.
 CP1660
 CP1660;                    North         East    Units  Estimated Accuracy
 CP1660;SPC LA N     -   184,670.    1,106,290.      MT  (+/- 180 meters Scaled)
 CP1660
 CP1660                          SUPERSEDED SURVEY CONTROL
 CP1660
 CP1660  NGVD 29 (??/??/92)   22.351  (m)           73.33   (f) ADJ UNCH    2 1
 CP1660
 CP1660.Superseded values are not recommended for survey control.
 CP1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1660.See file dsdata.txt to determine how the superseded data were derived.
 CP1660
 CP1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR534593(NAD 83)
 CP1660_MARKER: DB = BENCH MARK DISK
 CP1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1660_STAMPING: 54V98 1974
 CP1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1660+STABILITY: SURFACE MOTION
 CP1660
 CP1660  HISTORY     - Date     Condition        Report By
 CP1660  HISTORY     - 1974     MONUMENTED       LADH
 CP1660  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CP1660
 CP1660                          STATION DESCRIPTION
 CP1660
 CP1660'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1660'16.35 MI NW FROM NEWELLTON.
 CP1660'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1660'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1660'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1660'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1660'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1660'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 7.30
 CP1660'MILES WEST ALONG LOUISIANA HIGHWAY 888.  IT IS 111.0 FEET NORTH OF THE
 CP1660'CENTERLINE OF LOUISIANA HIGHWAY 888, 1.0 FOOT SOUTHEAST OF THE
 CP1660'NORTHEAST CORNER OF A WELL SHED, 24.0 FEET NORTH OF THE SOUTHEAST
 CP1660'CORNER OF THE PORCH OF A WOOD FRAME HOUSE.  SET IN TOP OF A CONCRETE
 CP1660'POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 0.9 FOOT
 CP1660'SOUTHEAST OF THE MARK.  SECTION 29, T 14N, R 11E.
 CP1660
 CP1660                          STATION RECOVERY (1984)
 CP1660
 CP1660'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 CP1660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1661 ***********************************************************************
 CP1661  DESIGNATION -  54 V 99
 CP1661  PID         -  CP1661
 CP1661  STATE/COUNTY-  LA/TENSAS
 CP1661  USGS QUAD   -  TENSAS BLUFF (1987)
 CP1661
 CP1661                         *CURRENT SURVEY CONTROL
 CP1661  ___________________________________________________________________
 CP1661* NAD 83(1986)-  32 09 37.     (N)    091 22 59.     (W)     SCALED    
 CP1661* NAVD 88     -        22.35   (+/-2cm)      73.3    (feet)  VERTCON   
 CP1661  ___________________________________________________________________
 CP1661  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1661
 CP1661  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1661
 CP1661.The horizontal coordinates were scaled from a topographic map and have
 CP1661.an estimated accuracy of +/- 6 seconds.
 CP1661
 CP1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1661.The vertical order pertains to the NGVD 29 superseded value.
 CP1661
 CP1661.The geoid height was determined by GEOID03.
 CP1661
 CP1661;                    North         East    Units  Estimated Accuracy
 CP1661;SPC LA N     -   184,630.    1,105,350.      MT  (+/- 180 meters Scaled)
 CP1661
 CP1661                          SUPERSEDED SURVEY CONTROL
 CP1661
 CP1661  NGVD 29 (??/??/92)   22.369  (m)           73.39   (f) ADJ UNCH    2 1
 CP1661
 CP1661.Superseded values are not recommended for survey control.
 CP1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1661.See file dsdata.txt to determine how the superseded data were derived.
 CP1661
 CP1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR524593(NAD 83)
 CP1661_MARKER: DB = BENCH MARK DISK
 CP1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1661_STAMPING: 54V99 1974
 CP1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1661+STABILITY: SURFACE MOTION
 CP1661
 CP1661  HISTORY     - Date     Condition        Report By
 CP1661  HISTORY     - 1974     MONUMENTED       LADH
 CP1661
 CP1661                          STATION DESCRIPTION
 CP1661
 CP1661'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1661'16.60 MI NW FROM NEWELLTON.
 CP1661'ABOUT 9.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1661'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1661'AND 888.  THENCE ABOUT 6.75 MILES NORTH ALONG LOUISIANA HIGHWAY 888.
 CP1661'IT IS 137.5 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 888,
 CP1661'78.0 FEET EAST OF THE SOUTHEAST CORNER OF A FARM EQUIPMENT SHED, 1.5
 CP1661'FEET SOUTHWEST OF A POWER POLE.  SET IN TOP OF A CONCRETE POST SET
 CP1661'FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 0.7 FOOT SOUTH OF
 CP1661'THE MARK.  SECTION 30, T 14N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1367 ***********************************************************************
 BX1367  DESIGNATION -  5401 LAGS
 BX1367  PID         -  BX1367
 BX1367  STATE/COUNTY-  LA/GRANT
 BX1367  USGS QUAD   -  COLFAX (1985)
 BX1367
 BX1367                         *CURRENT SURVEY CONTROL
 BX1367  ___________________________________________________________________
 BX1367* NAD 83(1986)-  31 34 19.     (N)    092 44 21.     (W)     SCALED    
 BX1367* NAVD 88     -        30.87   (+/-2cm)     101.3    (feet)  VERTCON   
 BX1367  ___________________________________________________________________
 BX1367  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1367
 BX1367  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1367
 BX1367.The horizontal coordinates were scaled from a topographic map and have
 BX1367.an estimated accuracy of +/- 6 seconds.
 BX1367
 BX1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1367.The vertical order pertains to the NGVD 29 superseded value.
 BX1367
 BX1367.The geoid height was determined by GEOID03.
 BX1367
 BX1367;                    North         East    Units  Estimated Accuracy
 BX1367;SPC LA N     -   118,880.      977,300.      MT  (+/- 180 meters Scaled)
 BX1367
 BX1367                          SUPERSEDED SURVEY CONTROL
 BX1367
 BX1367  NGVD 29 (??/??/??)   30.881  (m)          101.32   (f) ADJUSTED    1 1
 BX1367
 BX1367.Superseded values are not recommended for survey control.
 BX1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1367.See file dsdata.txt to determine how the superseded data were derived.
 BX1367
 BX1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ247930(NAD 83)
 BX1367_MARKER: DD = SURVEY DISK
 BX1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1367_STAMPING: 5401
 BX1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1367+STABILITY: SURFACE MOTION
 BX1367
 BX1367  HISTORY     - Date     Condition        Report By
 BX1367  HISTORY     - UNK      MONUMENTED       LAGS
 BX1367  HISTORY     - 1969     GOOD             CGS
 BX1367  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1367  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1367
 BX1367                          STATION DESCRIPTION
 BX1367
 BX1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1367'5.1 MI N FROM COLFAX.
 BX1367'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1367'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1367'THENCE 2.2 MILES NORTHWEST ALONG U. S. HIGHWAY 71, 90 YARDS EAST OF
 BX1367'THE EAST CORNER OF A CONCRETE BRIDGE, 71 FEET NORTHEAST OF THE CENTER
 BX1367'LINE OF THE HIGHWAY, 17 1/2 FEET NORTHEAST OF A FENCE, 27 FEET WEST OF
 BX1367'A 24-INCH PINE TREE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 BX1367'4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX1367'CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1367'SEC 23, T 7 N, R 4 W.
 BX1367
 BX1367                          STATION RECOVERY (1981)
 BX1367
 BX1367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1367'MARK NOT FOUND.
 BX1367
 BX1367                          STATION RECOVERY (1987)
 BX1367
 BX1367'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1366 ***********************************************************************
 BX1366  DESIGNATION -  5403 LAGS
 BX1366  PID         -  BX1366
 BX1366  STATE/COUNTY-  LA/GRANT
 BX1366  USGS QUAD   -  ALOHA (1992)
 BX1366
 BX1366                         *CURRENT SURVEY CONTROL
 BX1366  ___________________________________________________________________
 BX1366* NAD 83(1986)-  31 34 34.     (N)    092 45 03.     (W)     SCALED    
 BX1366* NAVD 88     -        29.81   (+/-2cm)      97.8    (feet)  VERTCON   
 BX1366  ___________________________________________________________________
 BX1366  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1366
 BX1366  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1366
 BX1366.The horizontal coordinates were scaled from a topographic map and have
 BX1366.an estimated accuracy of +/- 6 seconds.
 BX1366
 BX1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1366.The vertical order pertains to the NGVD 29 superseded value.
 BX1366
 BX1366.The geoid height was determined by GEOID03.
 BX1366
 BX1366;                    North         East    Units  Estimated Accuracy
 BX1366;SPC LA N     -   119,340.      976,190.      MT  (+/- 180 meters Scaled)
 BX1366
 BX1366                          SUPERSEDED SURVEY CONTROL
 BX1366
 BX1366  NGVD 29 (??/??/??)   29.820  (m)           97.83   (f) ADJUSTED    1 1
 BX1366
 BX1366.Superseded values are not recommended for survey control.
 BX1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1366.See file dsdata.txt to determine how the superseded data were derived.
 BX1366
 BX1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ236934(NAD 83)
 BX1366_MARKER: DD = SURVEY DISK
 BX1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1366_STAMPING: 5403
 BX1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1366+STABILITY: SURFACE MOTION
 BX1366
 BX1366  HISTORY     - Date     Condition        Report By
 BX1366  HISTORY     - UNK      MONUMENTED       LAGS
 BX1366  HISTORY     - 1969     GOOD             CGS
 BX1366  HISTORY     - 1987     GOOD             USPSQD
 BX1366  HISTORY     - 20010922 GOOD             USPSQD
 BX1366
 BX1366                          STATION DESCRIPTION
 BX1366
 BX1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1366'5.8 MI NW FROM COLFAX.
 BX1366'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1366'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1366'THENCE 2.9 MILES NORTHWEST ALONG U. S. HIGHWAY 71, IN SECTION 23, T 7
 BX1366'N, R 4 W, 107 YARDS SOUTHEAST OF A JUNCTION OF THE HIGHWAY AND A
 BX1366'GRAVELED ROAD LEADING SOUTH, 39 1/2 FEET SOUTHWEST OF THE CENTER LINE
 BX1366'OF THE HIGHWAY, 7 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE, 2
 BX1366'FEET NORTHEAST OF A FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 BX1366'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 BX1366'A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BX1366'GROUND.
 BX1366
 BX1366                          STATION RECOVERY (1987)
 BX1366
 BX1366'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1366'RECOVERED IN GOOD CONDITION.
 BX1366
 BX1366                          STATION RECOVERY (2001)
 BX1366
 BX1366'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1356 ***********************************************************************
 BX1356  DESIGNATION -  5415 LAGS
 BX1356  PID         -  BX1356
 BX1356  STATE/COUNTY-  LA/GRANT
 BX1356  USGS QUAD   -  ALOHA (1992)
 BX1356
 BX1356                         *CURRENT SURVEY CONTROL
 BX1356  ___________________________________________________________________
 BX1356* NAD 83(1986)-  31 36 43.     (N)    092 48 50.     (W)     SCALED    
 BX1356* NAVD 88     -        46.68   (+/-2cm)     153.1    (feet)  VERTCON   
 BX1356  ___________________________________________________________________
 BX1356  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1356
 BX1356  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1356
 BX1356.The horizontal coordinates were scaled from a topographic map and have
 BX1356.an estimated accuracy of +/- 6 seconds.
 BX1356
 BX1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1356.The vertical order pertains to the NGVD 29 superseded value.
 BX1356
 BX1356.The geoid height was determined by GEOID03.
 BX1356
 BX1356;                    North         East    Units  Estimated Accuracy
 BX1356;SPC LA N     -   123,330.      970,220.      MT  (+/- 180 meters Scaled)
 BX1356
 BX1356                          SUPERSEDED SURVEY CONTROL
 BX1356
 BX1356  NGVD 29 (??/??/??)   46.693  (m)          153.19   (f) ADJUSTED    1 1
 BX1356
 BX1356.Superseded values are not recommended for survey control.
 BX1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1356.See file dsdata.txt to determine how the superseded data were derived.
 BX1356
 BX1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ176974(NAD 83)
 BX1356_MARKER: DD = SURVEY DISK
 BX1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1356_STAMPING: 5415
 BX1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1356+STABILITY: SURFACE MOTION
 BX1356
 BX1356  HISTORY     - Date     Condition        Report By
 BX1356  HISTORY     - UNK      MONUMENTED       LAGS
 BX1356  HISTORY     - 1969     GOOD             CGS
 BX1356  HISTORY     - 1987     GOOD             USPSQD
 BX1356  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1356
 BX1356                          STATION DESCRIPTION
 BX1356
 BX1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1356'6.15 MI SE FROM MONTGOMERY.
 BX1356'ABOUT 6.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE INTERSECTION
 BX1356'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, 81 FEET
 BX1356'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 102 FEET SOUTHEAST OF
 BX1356'BENCH MARK Q 263, 25 FEET SOUTH OF THE LARGER OF TWO MIMOSA TREES, 21
 BX1356'FEET EAST OF THE EAST CORNER OF A FRAME HOUSE, 1 FOOT WEST OF A FENCE,
 BX1356'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BX1356'THE SURFACE OF THE GROUND.
 BX1356
 BX1356                          STATION RECOVERY (1987)
 BX1356
 BX1356'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1356'RECOVERED IN GOOD CONDITION.
 BX1356
 BX1356                          STATION RECOVERY (2001)
 BX1356
 BX1356'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1354 ***********************************************************************
 BX1354  DESIGNATION -  5419 LAGS USFS
 BX1354  PID         -  BX1354
 BX1354  STATE/COUNTY-  LA/GRANT
 BX1354  USGS QUAD   -  ALOHA (1992)
 BX1354
 BX1354                         *CURRENT SURVEY CONTROL
 BX1354  ___________________________________________________________________
 BX1354* NAD 83(1986)-  31 37 15.     (N)    092 49 47.     (W)     SCALED    
 BX1354* NAVD 88     -        46.91   (+/-2cm)     153.9    (feet)  VERTCON   
 BX1354  ___________________________________________________________________
 BX1354  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1354
 BX1354  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1354
 BX1354.The horizontal coordinates were scaled from a topographic map and have
 BX1354.an estimated accuracy of +/- 6 seconds.
 BX1354
 BX1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1354.The vertical order pertains to the NGVD 29 superseded value.
 BX1354
 BX1354.The geoid height was determined by GEOID03.
 BX1354
 BX1354;                    North         East    Units  Estimated Accuracy
 BX1354;SPC LA N     -   124,320.      968,720.      MT  (+/- 180 meters Scaled)
 BX1354
 BX1354                          SUPERSEDED SURVEY CONTROL
 BX1354
 BX1354  NGVD 29 (??/??/??)   46.925  (m)          153.95   (f) ADJUSTED    1 1
 BX1354
 BX1354.Superseded values are not recommended for survey control.
 BX1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1354.See file dsdata.txt to determine how the superseded data were derived.
 BX1354
 BX1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ161984(NAD 83)
 BX1354_MARKER: DD = SURVEY DISK
 BX1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1354_STAMPING: 5419
 BX1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1354+STABILITY: SURFACE MOTION
 BX1354
 BX1354  HISTORY     - Date     Condition        Report By
 BX1354  HISTORY     - UNK      MONUMENTED       USFS
 BX1354  HISTORY     - 1969     GOOD             CGS
 BX1354  HISTORY     - 1987     POOR             USPSQD
 BX1354  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1354
 BX1354                          STATION DESCRIPTION
 BX1354
 BX1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1354'5.1 MI SE FROM MONTGOMERY.
 BX1354'ABOUT 5.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1354'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 1,
 BX1354'T 7 N, R 5 W, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 45 1/2 FEET
 BX1354'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A FENCE,
 BX1354'5.5 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 BX1354'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX1354'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1354
 BX1354                          STATION RECOVERY (1987)
 BX1354
 BX1354'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1354'MARK RECOVERED IN POOR CONDITION.
 BX1354
 BX1354                          STATION RECOVERY (2001)
 BX1354
 BX1354'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3209 ***********************************************************************
 DH3209  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3209  DESIGNATION -  549+21.84=LMS78
 DH3209  PID         -  DH3209
 DH3209  STATE/COUNTY-  LA/POINTE COUPEE
 DH3209  USGS QUAD   -  INNIS (1994)
 DH3209
 DH3209                         *CURRENT SURVEY CONTROL
 DH3209  ___________________________________________________________________
 DH3209* NAD 83(1992)-  30 54 19.78172(N)    091 39 52.46730(W)     ADJUSTED  
 DH3209* NAVD 88     -        20.00 **(meters)      65.6  **(feet)  GPS OBS(2004.65)
 DH3209  **This station is located in a subsidence area (see below).
 DH3209  ___________________________________________________________________
 DH3209  X           -    -159,107.935 (meters)                     COMP
 DH3209  Y           -  -5,475,062.590 (meters)                     COMP
 DH3209  Z           -   3,256,904.283 (meters)                     COMP
 DH3209  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DH3209  ELLIP HEIGHT-          -7.18  (meters)          (05/09/05) GPS OBS
 DH3209  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DH3209
 DH3209  HORZ ORDER  -  B
 DH3209  ELLP ORDER  -  FOURTH    CLASS II
 DH3209
 DH3209.The horizontal coordinates were established by GPS observations
 DH3209.and adjusted by the National Geodetic Survey in May 2005..
 DH3209
 DH3209 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3209 ** and geoid heights are valid at the date of observation. These heights
 DH3209 ** must always be validated when used as control.
 DH3209 ** The orthometric height was determined by GPS observations using
 DH3209 ** precise GPS observation and processing techniques and a new
 DH3209 ** realization of GEOID03. It supersedes the leveled height previously
 DH3209 ** determined for this station.
 DH3209 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3209 ** epoch indicated which incorporates improved geoid heights for the
 DH3209 ** Southern Louisiana Subsidence area.
 DH3209 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3209.The orthometric height was determined by GPS observations and a
 DH3209.high-resolution geoid model using precise GPS observation and
 DH3209.processing techniques.
 DH3209
 DH3209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3209
 DH3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3209
 DH3209.The ellipsoidal height was determined by GPS observations
 DH3209.and is referenced to NAD 83.
 DH3209
 DH3209.The geoid height was determined by GEOID03.
 DH3209
 DH3209;                    North         East     Units Scale Factor Converg.
 DH3209;SPC LA S     -   266,692.160   968,332.381   MT  1.00005016   -0 09 56.2
 DH3209;SPC LA S     -   874,972.53  3,176,937.15   sFT  1.00005016   -0 09 56.2
 DH3209;UTM  15      - 3,419,892.444   627,618.889   MT  0.99980090   +0 41 09.6
 DH3209
 DH3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3209!SPC LA S     -   1.00000113  x   1.00005016  =   1.00005129
 DH3209!UTM  15      -   1.00000113  x   0.99980090  =   0.99980203
 DH3209
 DH3209                          SUPERSEDED SURVEY CONTROL
 DH3209
 DH3209.No superseded survey control is available for this station.
 DH3209
 DH3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2761919892(NAD 83)
 DH3209_MARKER: DD = SURVEY DISK
 DH3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3209_STAMPING: LMS 78 1983
 DH3209_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3209+STABILITY: SURFACE MOTION
 DH3209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3209+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 DH3209
 DH3209  HISTORY     - Date     Condition        Report By
 DH3209  HISTORY     - UNK      MONUMENTED       USACE
 DH3209  HISTORY     - 20021217 GOOD             3001
 DH3209
 DH3209                          STATION DESCRIPTION
 DH3209
 DH3209'DESCRIBED BY 3001, INC 2002 (MH)
 DH3209'THE STATION IS LOCATED 2.1 MILES NORTH-NORTHEAST OF INNIS, LA, POINT
 DH3209'COUPEE PARISH.  3.1  MILES SOUTHEAST OF LETTSWORTH, LA AND 2.4 MILES
 DH3209'WEST-SOUTHWEST OF HOG POINT.
 DH3209' 
 DH3209'OWNERSHIP-  CORPS OF ENGINEERS, NEW ORLEANS DISTRICT
 DH3209' 
 DH3209'TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 418 AND LA HWY 1
 DH3209'IN INNIS, LA, GO  EAST THEN NORTH ALONG HWY 418 FOR 3.0 MILES AND MARK
 DH3209'ON TOP OF LEVEE, JUST NORTH OF  LEVEE STATION POST 550.
 DH3209' 
 DH3209'THE STATION IS A COE 3 1/2 INCH COE ALUMINUM CAP SET IN CONCRETE, 0.8
 DH3209'FEET BELOW GROUND  SURFACE, STAMPED LMS 78 1983.  80 FEET
 DH3209'NORTH-NORTHEAST OF LEVEE STATION 550 POST, 150  FEET EAST OF
 DH3209'CENTERLINE OF HWY 418, 2 FEET EAST OF CENTERLINE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4094 ***********************************************************************
 BJ4094  DESIGNATION -  55 73
 BJ4094  PID         -  BJ4094
 BJ4094  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4094  USGS QUAD   -  ST GABRIEL (1995)
 BJ4094
 BJ4094                         *CURRENT SURVEY CONTROL
 BJ4094  ___________________________________________________________________
 BJ4094* NAD 83(1986)-  30 21 56.     (N)    091 04 31.     (W)     SCALED    
 BJ4094* NAVD 88     -        10.712  (meters)      35.14   (feet)  ADJUSTED  
 BJ4094  ___________________________________________________________________
 BJ4094  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ4094  DYNAMIC HT  -          10.698 (meters)      35.10  (feet)  COMP
 BJ4094  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 BJ4094
 BJ4094  VERT ORDER  -  SECOND    CLASS II
 BJ4094
 BJ4094.The horizontal coordinates were scaled from a topographic map and have
 BJ4094.an estimated accuracy of +/- 6 seconds.
 BJ4094
 BJ4094.The orthometric height was determined by differential leveling
 BJ4094.and adjusted by the National Geodetic Survey in February 1994..
 BJ4094
 BJ4094.The geoid height was determined by GEOID03.
 BJ4094
 BJ4094.The dynamic height is computed by dividing the NAVD 88
 BJ4094.geopotential number by the normal gravity value computed on the
 BJ4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4094.degrees latitude (g = 980.6199 gals.).
 BJ4094
 BJ4094.The modeled gravity was interpolated from observed gravity values.
 BJ4094
 BJ4094;                    North         East    Units  Estimated Accuracy
 BJ4094;SPC LA S     -   206,820.    1,024,810.      MT  (+/- 180 meters Scaled)
 BJ4094
 BJ4094                          SUPERSEDED SURVEY CONTROL
 BJ4094
 BJ4094.No superseded survey control is available for this station.
 BJ4094
 BJ4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP849608(NAD 83)
 BJ4094_MARKER: DB = BENCH MARK DISK
 BJ4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4094_SP_SET: CONCRETE POST
 BJ4094_STAMPING: 55-73 1973
 BJ4094_MARK LOGO: LA-033
 BJ4094_PROJECTION: FLUSH
 BJ4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4094+STABILITY: SURFACE MOTION
 BJ4094
 BJ4094  HISTORY     - Date     Condition        Report By
 BJ4094  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4094  HISTORY     - 1987     GOOD             LA-033
 BJ4094
 BJ4094                          STATION DESCRIPTION
 BJ4094
 BJ4094'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4094'IN BATON ROUGE.
 BJ4094'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ4094'SIEGEN LANE AND PERKINS ROAD, 48.2 METERS (158 FT) NORTHEAST OF THE
 BJ4094'CENTERLINE OF PERKINS ROAD, 12.8 METERS (42 FT) NORTHWEST OF THE
 BJ4094'CENTERLINE OF SIEGEN LANE, 10.7 METERS (35 FT) SOUTHEAST OF THE
 BJ4094'NORTH- EAST CORNER OF A BRICK BUILDING, AND 1.52 METERS (5 FT) NORTH
 BJ4094'OF A POWER POLE WITH A TRANSFORMER ATTACHED.
 BJ4094'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 BJ4094'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1498 ***********************************************************************
 BW1498  DESIGNATION -  55 DIETZE BOLT
 BW1498  PID         -  BW1498
 BW1498  STATE/COUNTY-  LA/CONCORDIA
 BW1498  USGS QUAD   -  SPOKANE (1976)
 BW1498
 BW1498                         *CURRENT SURVEY CONTROL
 BW1498  ___________________________________________________________________
 BW1498* NAD 83(1986)-  31 39 45.     (N)    091 28 04.     (W)     SCALED    
 BW1498* NAVD 88     -        18.99   (+/-2cm)      62.3    (feet)  VERTCON   
 BW1498  ___________________________________________________________________
 BW1498  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1498
 BW1498  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1498
 BW1498.The horizontal coordinates were scaled from a topographic map and have
 BW1498.an estimated accuracy of +/- 6 seconds.
 BW1498
 BW1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1498.The vertical order pertains to the NGVD 29 superseded value.
 BW1498
 BW1498.The geoid height was determined by GEOID03.
 BW1498
 BW1498;                    North         East    Units  Estimated Accuracy
 BW1498;SPC LA N     -   129,360.    1,097,890.      MT  (+/- 180 meters Scaled)
 BW1498
 BW1498                          SUPERSEDED SURVEY CONTROL
 BW1498
 BW1498  NGVD 29 (??/??/92)   18.993  (m)           62.31   (f) ADJ UNCH    1 2
 BW1498
 BW1498.Superseded values are not recommended for survey control.
 BW1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1498.See file dsdata.txt to determine how the superseded data were derived.
 BW1498
 BW1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR452040(NAD 83)
 BW1498_MARKER: B = BOLT
 BW1498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1498_SP_SET: CONCRETE SLAB
 BW1498_STAMPING: P B M 55
 BW1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1498
 BW1498  HISTORY     - Date     Condition        Report By
 BW1498  HISTORY     - UNK      MONUMENTED       DOD
 BW1498  HISTORY     - 1966     GOOD             NGS
 BW1498
 BW1498                          STATION DESCRIPTION
 BW1498
 BW1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1498'7.55 MI NE FROM FERRIDAY.
 BW1498'5.45 MILES NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST OFFICE AT
 BW1498'FERRIDAY, THENCE 2.1 MILES SOUTHEAST ALONG A GRAVELED ROAD ON THE TOP
 BW1498'OF A LEVEE, ABOUT 0.1 MILE SOUTH OF BEND IN THE LEVEE, ABOUT 100 YARDS
 BW1498'EAST OF THE LEVEE, AT THE NORTHWEST END OF A SMALL LAKE WHICH
 BW1498'PARALLELS THE LEVEE, 264 FEET NORTHWEST OF A 24-INCH LOCUST TREE, 24
 BW1498'FEET EAST OF THE CENTER LINE OF AN OLD ROAD WHICH PARALLELS THE LAKE
 BW1498'ON THE EAST SIDE 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 BW1498'ABOVE THE LEVEL OF THE OLD ROAD, A COPPER BOLT SET IN THE TOP OF A
 BW1498'CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD
 BW1498'THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 16
 BW1498'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1497 ***********************************************************************
 BW1497  DESIGNATION -  55 DIETZE CAP
 BW1497  PID         -  BW1497
 BW1497  STATE/COUNTY-  LA/CONCORDIA
 BW1497  USGS QUAD   -  SPOKANE (1976)
 BW1497
 BW1497                         *CURRENT SURVEY CONTROL
 BW1497  ___________________________________________________________________
 BW1497* NAD 83(1986)-  31 39 45.     (N)    091 28 04.     (W)     SCALED    
 BW1497* NAVD 88     -        20.22   (+/-2cm)      66.3    (feet)  VERTCON   
 BW1497  ___________________________________________________________________
 BW1497  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1497
 BW1497  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1497
 BW1497.The horizontal coordinates were scaled from a topographic map and have
 BW1497.an estimated accuracy of +/- 6 seconds.
 BW1497
 BW1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1497.The vertical order pertains to the NGVD 29 superseded value.
 BW1497
 BW1497.The geoid height was determined by GEOID03.
 BW1497
 BW1497;                    North         East    Units  Estimated Accuracy
 BW1497;SPC LA N     -   129,360.    1,097,890.      MT  (+/- 180 meters Scaled)
 BW1497
 BW1497                          SUPERSEDED SURVEY CONTROL
 BW1497
 BW1497  NGVD 29 (??/??/92)   20.222  (m)           66.34   (f) ADJ UNCH    1 2
 BW1497
 BW1497.Superseded values are not recommended for survey control.
 BW1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1497.See file dsdata.txt to determine how the superseded data were derived.
 BW1497
 BW1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR452040(NAD 83)
 BW1497_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1497_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1497_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1497_STAMPING: P B M 55
 BW1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1497
 BW1497  HISTORY     - Date     Condition        Report By
 BW1497  HISTORY     - UNK      MONUMENTED       DOD
 BW1497  HISTORY     - 1966     GOOD             NGS
 BW1497
 BW1497                          STATION DESCRIPTION
 BW1497
 BW1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1497'7.55 MI NE FROM FERRIDAY.
 BW1497'ABOUT 5.45 MILES NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST
 BW1497'OFFICE AT FERRIDAY, THENCE 2.1 MILES SOUTHEAST ALONG A GRAVELED ROAD
 BW1497'ON THE TOP OF A LEVEE, ABOUT 0.1 MILE SOUTH OF A BEND IN THE LEVEE,
 BW1497'ABOUT 100 YARDS EAST OF THE LEVEE, AT THE NORTHWEST END OF A SMALL
 BW1497'LAKE WHICH PARALLELS THE LEVEE, 264 FEET NORTHWEST OF A 24-INCH LOCUST
 BW1497'TREE, 24 FEET EAST OF THE CENTER LINE OF AN OLD ROAD WHICH PARALLELS
 BW1497'THE LAKE ON THE EAST SIDE, 1.5 FEET EAST OF A METAL WITNESS POST,
 BW1497'ABOUT 2 FEET ABOVE THE LEVEL OF THE OLD ROAD, A 4-INCH IRON PIPE
 BW1497'BEARING A BRASS CAP AND PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0308 ***********************************************************************
 BJ0308  DESIGNATION -  55 EABPL
 BJ0308  PID         -  BJ0308
 BJ0308  STATE/COUNTY-  LA/IBERVILLE
 BJ0308  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0308
 BJ0308                         *CURRENT SURVEY CONTROL
 BJ0308  ___________________________________________________________________
 BJ0308* NAD 83(1986)-  30 09 49.     (N)    091 20 40.     (W)     SCALED    
 BJ0308* NAVD 88     -         3.790  (meters)      12.43   (feet)  ADJUSTED  
 BJ0308  ___________________________________________________________________
 BJ0308  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ0308  DYNAMIC HT  -           3.785 (meters)      12.42  (feet)  COMP
 BJ0308  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 BJ0308
 BJ0308  VERT ORDER  -  FIRST     CLASS I
 BJ0308
 BJ0308.The horizontal coordinates were scaled from a topographic map and have
 BJ0308.an estimated accuracy of +/- 6 seconds.
 BJ0308
 BJ0308.The orthometric height was determined by differential leveling
 BJ0308.and adjusted by the National Geodetic Survey in February 1994..
 BJ0308
 BJ0308.The geoid height was determined by GEOID03.
 BJ0308
 BJ0308.The dynamic height is computed by dividing the NAVD 88
 BJ0308.geopotential number by the normal gravity value computed on the
 BJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0308.degrees latitude (g = 980.6199 gals.).
 BJ0308
 BJ0308.The modeled gravity was interpolated from observed gravity values.
 BJ0308
 BJ0308;                    North         East    Units  Estimated Accuracy
 BJ0308;SPC LA S     -   184,400.      998,930.      MT  (+/- 180 meters Scaled)
 BJ0308
 BJ0308                          SUPERSEDED SURVEY CONTROL
 BJ0308
 BJ0308  NGVD 29 (??/??/??)    3.822  (m)           12.54   (f) ADJUSTED    1 1
 BJ0308
 BJ0308.Superseded values are not recommended for survey control.
 BJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0308.See file dsdata.txt to determine how the superseded data were derived.
 BJ0308
 BJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP594380(NAD 83)
 BJ0308_MARKER: DD = SURVEY DISK
 BJ0308_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0308_SP_SET: 112 FT IRON PIPE
 BJ0308_STAMPING: PBM 55 EABPL 1976 USE
 BJ0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0308
 BJ0308  HISTORY     - Date     Condition        Report By
 BJ0308  HISTORY     - 1976     MONUMENTED       USE
 BJ0308  HISTORY     - 1976     GOOD             NGS
 BJ0308
 BJ0308                          STATION DESCRIPTION
 BJ0308
 BJ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0308'IN BAYOU SORREL.
 BJ0308'AT BAYOU SORREL, 0.95 MILES NORTHWEST ALONG AN ASPHALT ROAD ALONG THE
 BJ0308'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0308'190 FT NORTHWEST OF THE CENTER LINE OF A SHELL ROAD LEADING SOUTHWEST
 BJ0308'64 FT SOUTHWEST OF THE CENTER LINE OF THE ROAD, 99 FT WEST-SOUTHWEST
 BJ0308'OF AND ACROSS THE ROAD FROM POWER LINE POLE NUMER 31, 51 FT SOUTH
 BJ0308'OF A TREE WITH A HOLLOW TRUNK, A 1-INCH IRON PIPE WITH A DISK DRIVEN
 BJ0308'TO A DEPTH OF 112 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH
 BJ0308'OF 99 FT WITH A 3-INCH SCREW CAP FOR ACCESS. THE SCREW CAP PROJECTS
 BJ0308'21 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4085 ***********************************************************************
 BJ4085  DESIGNATION -  550
 BJ4085  PID         -  BJ4085
 BJ4085  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4085  USGS QUAD   -  ZACHARY (1980)
 BJ4085
 BJ4085                         *CURRENT SURVEY CONTROL
 BJ4085  ___________________________________________________________________
 BJ4085* NAD 83(1986)-  30 38 28.     (N)    091 09 13.     (W)     SCALED    
 BJ4085* NAVD 88     -        29.142  (meters)      95.61   (feet)  ADJUSTED  
 BJ4085  ___________________________________________________________________
 BJ4085  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4085  DYNAMIC HT  -          29.104 (meters)      95.49  (feet)  COMP
 BJ4085  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ4085
 BJ4085  VERT ORDER  -  SECOND    CLASS II
 BJ4085
 BJ4085.The horizontal coordinates were scaled from a topographic map and have
 BJ4085.an estimated accuracy of +/- 6 seconds.
 BJ4085
 BJ4085.The orthometric height was determined by differential leveling
 BJ4085.and adjusted by the National Geodetic Survey in February 1994..
 BJ4085
 BJ4085.The geoid height was determined by GEOID03.
 BJ4085
 BJ4085.The dynamic height is computed by dividing the NAVD 88
 BJ4085.geopotential number by the normal gravity value computed on the
 BJ4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4085.degrees latitude (g = 980.6199 gals.).
 BJ4085
 BJ4085.The modeled gravity was interpolated from observed gravity values.
 BJ4085
 BJ4085;                    North         East    Units  Estimated Accuracy
 BJ4085;SPC LA S     -   237,350.    1,017,230.      MT  (+/- 180 meters Scaled)
 BJ4085
 BJ4085                          SUPERSEDED SURVEY CONTROL
 BJ4085
 BJ4085.No superseded survey control is available for this station.
 BJ4085
 BJ4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP769912(NAD 83)
 BJ4085_MARKER: DB = BENCH MARK DISK
 BJ4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4085_SP_SET: CONCRETE
 BJ4085_STAMPING: 550 1959
 BJ4085_MARK LOGO: LA-033
 BJ4085_PROJECTION: FLUSH
 BJ4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4085+STABILITY: SURFACE MOTION
 BJ4085
 BJ4085  HISTORY     - Date     Condition        Report By
 BJ4085  HISTORY     - 1959     MONUMENTED       LA-033
 BJ4085  HISTORY     - 1987     GOOD             LA-033
 BJ4085
 BJ4085                          STATION DESCRIPTION
 BJ4085
 BJ4085'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4085'IN ZACHARY.
 BJ4085'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 19 AND
 BJ4085'LOWER ZACHARY ROAD IN ZACHARY, 13.7 METERS (45 FT) EAST OF THE NORTH
 BJ4085'BOUND LANES OF HIGHWAY 19, 29.3 METERS (96 FT) SOUTH OF THE CENTER OF
 BJ4085'LOWER ZACHARY ROAD, AND 4.3 METERS (14 FT) NORTH-NORTHWEST OF A POWER
 BJ4085'POLE.
 BJ4085'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ4085'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1121 ***********************************************************************
 CP1121  DESIGNATION -  550 A BOLT
 CP1121  PID         -  CP1121
 CP1121  STATE/COUNTY-  LA/EAST CARROLL
 CP1121  USGS QUAD   -  MILLIKIN (1994)
 CP1121
 CP1121                         *CURRENT SURVEY CONTROL
 CP1121  ___________________________________________________________________
 CP1121* NAD 83(1986)-  32 53 47.     (N)    091 09 49.     (W)     SCALED    
 CP1121* NAVD 88     -        31.11   (+/-2cm)     102.1    (feet)  VERTCON   
 CP1121  ___________________________________________________________________
 CP1121  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1121
 CP1121  VERT ORDER  -  ? (See Below)
 CP1121
 CP1121.The horizontal coordinates were scaled from a topographic map and have
 CP1121.an estimated accuracy of +/- 6 seconds.
 CP1121
 CP1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1121.The vertical order pertains to the NGVD 29 superseded value.
 CP1121
 CP1121.The geoid height was determined by GEOID03.
 CP1121
 CP1121;                    North         East    Units  Estimated Accuracy
 CP1121;SPC LA N     -   266,490.    1,125,040.      MT  (+/- 180 meters Scaled)
 CP1121
 CP1121                          SUPERSEDED SURVEY CONTROL
 CP1121
 CP1121  NGVD 29 (??/??/92)   31.164  (m)          102.24   (f) ADJ UNCH    ?  
 CP1121
 CP1121.Superseded values are not recommended for survey control.
 CP1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1121.See file dsdata.txt to determine how the superseded data were derived.
 CP1121
 CP1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS717412(NAD 83)
 CP1121_MARKER: B = BOLT
 CP1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1121_SP_SET: STONE
 CP1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1121+STABILITY: SURFACE MOTION
 CP1121
 CP1121  HISTORY     - Date     Condition        Report By
 CP1121  HISTORY     - UNK      MONUMENTED       DOD
 CP1121  HISTORY     - 1934     GOOD             DOD
 CP1121
 CP1121                          STATION DESCRIPTION
 CP1121
 CP1121'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1121'6 MI N FROM LAKE PROVIDENCE.
 CP1121'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1121'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 6 MILES NORTH OF
 CP1121'LAKE PROVIDENCE, LA.  NEAR RIGHT ANGLE IN FIELD ROAD AND ON EAST BANK
 CP1121'OF SMALL DRAIN WEST OF LEVEE STATION PIPE NO. 550.  SOUTHEAST OF
 CP1121'COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1120 ***********************************************************************
 CP1120  DESIGNATION -  550 A CAP
 CP1120  PID         -  CP1120
 CP1120  STATE/COUNTY-  LA/EAST CARROLL
 CP1120  USGS QUAD   -  MILLIKIN (1994)
 CP1120
 CP1120                         *CURRENT SURVEY CONTROL
 CP1120  ___________________________________________________________________
 CP1120* NAD 83(1986)-  32 53 47.     (N)    091 09 50.     (W)     SCALED    
 CP1120* NAVD 88     -        32.34   (+/-2cm)     106.1    (feet)  VERTCON   
 CP1120  ___________________________________________________________________
 CP1120  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1120
 CP1120  VERT ORDER  -  ? (See Below)
 CP1120
 CP1120.The horizontal coordinates were scaled from a topographic map and have
 CP1120.an estimated accuracy of +/- 6 seconds.
 CP1120
 CP1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1120.The vertical order pertains to the NGVD 29 superseded value.
 CP1120
 CP1120.The geoid height was determined by GEOID03.
 CP1120
 CP1120;                    North         East    Units  Estimated Accuracy
 CP1120;SPC LA N     -   266,490.    1,125,010.      MT  (+/- 180 meters Scaled)
 CP1120
 CP1120                          SUPERSEDED SURVEY CONTROL
 CP1120
 CP1120  NGVD 29 (??/??/92)   32.394  (m)          106.28   (f) ADJ UNCH    ?  
 CP1120
 CP1120.Superseded values are not recommended for survey control.
 CP1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1120.See file dsdata.txt to determine how the superseded data were derived.
 CP1120
 CP1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS717412(NAD 83)
 CP1120_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1120_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1120
 CP1120  HISTORY     - Date     Condition        Report By
 CP1120  HISTORY     - UNK      MONUMENTED       DOD
 CP1120  HISTORY     - 1934     GOOD             DOD
 CP1120
 CP1120                          STATION DESCRIPTION
 CP1120
 CP1120'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1120'6 MI N FROM LAKE PROVIDENCE.
 CP1120'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1120'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 6 MILES NORTH OF
 CP1120'LAKE PROVIDENCE, LA.  NEAR RIGHT ANGLE IN FIELD ROAD AND ON EAST BANK
 CP1120'OF SMALL DRAIN WEST OF LEVEE STATION PIPE NO. 550.  SOUTHEAST OF
 CP1120'COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0487 ***********************************************************************
 BJ0487  DESIGNATION -  552
 BJ0487  PID         -  BJ0487
 BJ0487  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0487  USGS QUAD   -  ZACHARY (1980)
 BJ0487
 BJ0487                         *CURRENT SURVEY CONTROL
 BJ0487  ___________________________________________________________________
 BJ0487* NAD 83(1992)-  30 39 01.46129(N)    091 09 32.68072(W)     ADJUSTED  
 BJ0487* NAVD 88     -        31.789  (meters)     104.29   (feet)  ADJUSTED  
 BJ0487  ___________________________________________________________________
 BJ0487  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ0487  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0487  DYNAMIC HT  -          31.748 (meters)     104.16  (feet)  COMP
 BJ0487  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ0487
 BJ0487  HORZ ORDER  -  SECOND
 BJ0487  VERT ORDER  -  FIRST     CLASS I
 BJ0487
 BJ0487.The horizontal coordinates were established by classical geodetic methods
 BJ0487.and adjusted by the National Geodetic Survey in January 1993..
 BJ0487
 BJ0487.The orthometric height was determined by differential leveling
 BJ0487.and adjusted by the National Geodetic Survey in February 1994..
 BJ0487
 BJ0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0487
 BJ0487.The geoid height was determined by GEOID03.
 BJ0487
 BJ0487.The dynamic height is computed by dividing the NAVD 88
 BJ0487.geopotential number by the normal gravity value computed on the
 BJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0487.degrees latitude (g = 980.6199 gals.).
 BJ0487
 BJ0487.The modeled gravity was interpolated from observed gravity values.
 BJ0487
 BJ0487;                    North         East     Units Scale Factor Converg.
 BJ0487;SPC LA S     -   238,377.960 1,016,702.355   MT  0.99998983   +0 05 13.7
 BJ0487;SPC LA S     -   782,078.36  3,335,630.98   sFT  0.99998983   +0 05 13.7
 BJ0487;UTM  15      - 3,392,304.179   676,398.124   MT  0.99998386   +0 56 19.5
 BJ0487
 BJ0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0487!SPC LA S     -   0.99999929  x   0.99998983  =   0.99998912
 BJ0487!UTM  15      -   0.99999929  x   0.99998386  =   0.99998315
 BJ0487
 BJ0487|---------------------------------------------------------------------|
 BJ0487| PID    Reference Object                     Distance      Geod. Az  |
 BJ0487|                                                           dddmmss.s |
 BJ0487| BJ4812 TEMPORARY POINT 2 1975              255.012 METERS 09331     |
 BJ0487| BJ0484 ZACHARY                              25.262 METERS 18303     |
 BJ0487| BJ3966 ZACHARY AZ MK                       343.741 METERS 18412     |
 BJ0487|---------------------------------------------------------------------|
 BJ0487
 BJ0487                          SUPERSEDED SURVEY CONTROL
 BJ0487
 BJ0487  NAD 83(1986)-  30 39 01.47928(N)    091 09 32.67753(W) AD(       ) 2
 BJ0487  NAD 27      -  30 39 00.81210(N)    091 09 32.29108(W) AD(       ) 2
 BJ0487  NGVD 29 (??/??/??)   31.808  (m)          104.36   (f) ADJUSTED    1 1
 BJ0487
 BJ0487.Superseded values are not recommended for survey control.
 BJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0487.See file dsdata.txt to determine how the superseded data were derived.
 BJ0487
 BJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7639892304(NAD 83)
 BJ0487_MARKER: DD = SURVEY DISK
 BJ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0487_SP_SET: CONCRETE POST
 BJ0487_STAMPING: 552
 BJ0487_MARK LOGO: LA-033
 BJ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0487+STABILITY: SURFACE MOTION
 BJ0487
 BJ0487  HISTORY     - Date     Condition        Report By
 BJ0487  HISTORY     - UNK      MONUMENTED       LA-033
 BJ0487  HISTORY     - 1975     GOOD             NGS
 BJ0487  HISTORY     - 1976     GOOD             NGS
 BJ0487  HISTORY     - 1983     GOOD             LADTD
 BJ0487  HISTORY     - 1987     GOOD             LA-033
 BJ0487
 BJ0487                          STATION DESCRIPTION
 BJ0487
 BJ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RT)
 BJ0487'BM 552 IS A EAST BATON ROUGE PARISH BENCH MARK,
 BJ0487'STAMPED 552 1968, SET IN THE TOP OF A LARGE CONCRETE SLAB THAT IS
 BJ0487'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 48 FEET NORTHEAST OF A
 BJ0487'50 INCH LIVE OAK TREE, 29 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 BJ0487'CHURCH STREET, 29 FEET NORTH-NORTHEAST OF THE NORTHWEST LEG ON THE
 BJ0487'MUNICIPAL WATER TANK, 29 FEET NORTHWEST OF THE NORTHEAST LEG ON THE
 BJ0487'MUNICIPAL WATER TANK AND 13 FEET SOUTHWEST OF A POWER POLE.
 BJ0487'
 BJ0487'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ0487'
 BJ0487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MARK IS LOCATED
 BJ0487'IN CENTER OF THE TOWN OF ZACHARY.
 BJ0487
 BJ0487                          STATION RECOVERY (1976)
 BJ0487
 BJ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0487'IN ZACHARY.
 BJ0487'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 64 (MAIN STREET) FROM
 BJ0487'THE JUNCTION OF STATE HIGHWAY 1209 (EAST CENTRAL AVENUE), AT
 BJ0487'JUNCTION OF MAIN STREET AND BAKER ROAD, 84.5 FT NORTHEAST OF
 BJ0487'THE NORTHEAST CURB OF MAIN STREET, 66 FT WEST OF THE CENTER
 BJ0487'LINE OF BAKER ROAD, 28.5 FT SOUTH OF THE CENTER LINE OF CHURCH
 BJ0487'STREET, 27.8 FT NORTHWEST OF NORTH CORNER OF THE CONCRETE BASE
 BJ0487'OF THE NORTHEAST LEG OF THE WATER TOWER.
 BJ0487'ESTABLISHED BY E. BATON ROUGE PARISH.
 BJ0487
 BJ0487                          STATION RECOVERY (1983)
 BJ0487
 BJ0487'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0487'RECOVERED IN GOOD CONDITION.
 BJ0487
 BJ0487                          STATION RECOVERY (1987)
 BJ0487
 BJ0487'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0487'RECOVERED IN GOOD CONDITION WITH THE ADDITIONAL MEASUREMENTS, 14.9
 BJ0487'METERS (49 FT) NORTH-NORTHEAST OF A 30-INCH OAK TREE, 12.5 METERS (41
 BJ0487'FT) NORTH OF THE CENTER OF A GAZEBO AND 2.7 METERS (9 FT)
 BJ0487'WEST-NORTHWEST OF A POWER POLE.
 BJ0487'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3967 ***********************************************************************
 BJ3967  DESIGNATION -  553
 BJ3967  PID         -  BJ3967
 BJ3967  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3967  USGS QUAD   -  ZACHARY (1980)
 BJ3967
 BJ3967                         *CURRENT SURVEY CONTROL
 BJ3967  ___________________________________________________________________
 BJ3967* NAD 83(1986)-  30 38 19.     (N)    091 08 27.     (W)     SCALED    
 BJ3967* NAVD 88     -        25.935  (meters)      85.09   (feet)  ADJUSTED  
 BJ3967  ___________________________________________________________________
 BJ3967  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3967  DYNAMIC HT  -          25.902 (meters)      84.98  (feet)  COMP
 BJ3967  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ3967
 BJ3967  VERT ORDER  -  SECOND    CLASS II
 BJ3967
 BJ3967.The horizontal coordinates were scaled from a topographic map and have
 BJ3967.an estimated accuracy of +/- 6 seconds.
 BJ3967
 BJ3967.The orthometric height was determined by differential leveling
 BJ3967.and adjusted by the National Geodetic Survey in February 1994..
 BJ3967
 BJ3967.The geoid height was determined by GEOID03.
 BJ3967
 BJ3967.The dynamic height is computed by dividing the NAVD 88
 BJ3967.geopotential number by the normal gravity value computed on the
 BJ3967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3967.degrees latitude (g = 980.6199 gals.).
 BJ3967
 BJ3967.The modeled gravity was interpolated from observed gravity values.
 BJ3967
 BJ3967;                    North         East    Units  Estimated Accuracy
 BJ3967;SPC LA S     -   237,070.    1,018,450.      MT  (+/- 180 meters Scaled)
 BJ3967
 BJ3967                          SUPERSEDED SURVEY CONTROL
 BJ3967
 BJ3967.No superseded survey control is available for this station.
 BJ3967
 BJ3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP781910(NAD 83)
 BJ3967_MARKER: DB = BENCH MARK DISK
 BJ3967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3967_SP_SET: CONCRETE POST
 BJ3967_STAMPING: 553 1959
 BJ3967_MARK LOGO: LA-033
 BJ3967_PROJECTION: FLUSH
 BJ3967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3967+STABILITY: SURFACE MOTION
 BJ3967
 BJ3967  HISTORY     - Date     Condition        Report By
 BJ3967  HISTORY     - 1959     MONUMENTED       LA-033
 BJ3967  HISTORY     - 1987     GOOD             LA-033
 BJ3967
 BJ3967                          STATION DESCRIPTION
 BJ3967
 BJ3967'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3967'1.6 KM (1 MI) WEST FROM ZACHARY.
 BJ3967'ABOUT 1.3 KM (0.8 MI) EAST ALONG LOWER ZACHARY ROAD FROM THE
 BJ3967'INTERSECTION OF LOWER ZACHARY ROAD AND STATE HIGHWAY 19 IN ZACHARY TO
 BJ3967'MCHUGH ROAD ON THE RIGHT, THENCE RIGHT, SOUTH ON MCHUGH ROAD 0.16 KM
 BJ3967'(0.1 MI) TO THE MARK ON THE LEFT, 10.8 METERS (35 FEET) NORTH OF THE
 BJ3967'CENTERLINE OF SHAW-MCHUGH CEMETERY ROAD, 6.7 METERS (22 FEET) EAST OF
 BJ3967'THE CENTERLINE OF MCHUGH ROAD AND 0.61 METERS (2 FEET) WEST OF A
 BJ3967'FENCE.
 BJ3967'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3967'THE MARK IS ABOVE LEVEL WITH MCHUGH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2471 ***********************************************************************
 CQ2471  DESIGNATION -  56 BOLT
 CQ2471  PID         -  CQ2471
 CQ2471  STATE/COUNTY-  LA/RED RIVER
 CQ2471  USGS QUAD   -  HARMON (1980)
 CQ2471
 CQ2471                         *CURRENT SURVEY CONTROL
 CQ2471  ___________________________________________________________________
 CQ2471* NAD 83(1986)-  32 06 41.     (N)    093 26 53.     (W)     SCALED    
 CQ2471* NAVD 88     -        42.00   (+/-2cm)     137.8    (feet)  VERTCON   
 CQ2471  ___________________________________________________________________
 CQ2471  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ2471
 CQ2471  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2471
 CQ2471.The horizontal coordinates were scaled from a topographic map and have
 CQ2471.an estimated accuracy of +/- 6 seconds.
 CQ2471
 CQ2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2471.The vertical order pertains to the NGVD 29 superseded value.
 CQ2471
 CQ2471.The geoid height was determined by GEOID03.
 CQ2471
 CQ2471;                    North         East    Units  Estimated Accuracy
 CQ2471;SPC LA N     -   179,050.      910,530.      MT  (+/- 180 meters Scaled)
 CQ2471
 CQ2471                          SUPERSEDED SURVEY CONTROL
 CQ2471
 CQ2471  NGVD 29 (??/??/??)   42.056  (m)          137.98   (f) ADJUSTED    1 2
 CQ2471
 CQ2471.Superseded values are not recommended for survey control.
 CQ2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2471.See file dsdata.txt to determine how the superseded data were derived.
 CQ2471
 CQ2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR577528(NAD 83)
 CQ2471_MARKER: P = PIPE CAP
 CQ2471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2471_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2471_STAMPING: U S E B M
 CQ2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2471
 CQ2471  HISTORY     - Date     Condition        Report By
 CQ2471  HISTORY     - UNK      MONUMENTED       CGS
 CQ2471  HISTORY     - 1938     GOOD             CGS
 CQ2471
 CQ2471                          STATION DESCRIPTION
 CQ2471
 CQ2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2471'1.3 MI SW FROM CRICHTON.
 CQ2471'1.3 MILES SOUTHWEST ALONG THE PARISH ROAD FROM CRICHTON, RED RIVER
 CQ2471'PARISH, AT THE EAST SIDE OF RED RIVER, ON THE SOUTH SIDE OF THE
 CQ2471'CRICHTON PLANTATION, IN A FIELD, 93 FEET WEST OF A PLANTATION ROAD,
 CQ2471'AND 116 FEET NORTHEAST OF A 30-INCH PECAN TREE.  AN IRON PIPE BEARING
 CQ2471'A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP, STAMPED U S E B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1566 ***********************************************************************
 CQ1566  DESIGNATION -  56 CAP
 CQ1566  PID         -  CQ1566
 CQ1566  STATE/COUNTY-  LA/RED RIVER
 CQ1566  USGS QUAD   -  HARMON (1980)
 CQ1566
 CQ1566                         *CURRENT SURVEY CONTROL
 CQ1566  ___________________________________________________________________
 CQ1566* NAD 83(1986)-  32 06 40.     (N)    093 26 53.     (W)     SCALED    
 CQ1566* NAVD 88     -        43.24   (+/-2cm)     141.9    (feet)  VERTCON   
 CQ1566  ___________________________________________________________________
 CQ1566  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1566
 CQ1566  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1566
 CQ1566.The horizontal coordinates were scaled from a topographic map and have
 CQ1566.an estimated accuracy of +/- 6 seconds.
 CQ1566
 CQ1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1566.The vertical order pertains to the NGVD 29 superseded value.
 CQ1566
 CQ1566.The geoid height was determined by GEOID03.
 CQ1566
 CQ1566;                    North         East    Units  Estimated Accuracy
 CQ1566;SPC LA N     -   179,020.      910,530.      MT  (+/- 180 meters Scaled)
 CQ1566
 CQ1566                          SUPERSEDED SURVEY CONTROL
 CQ1566
 CQ1566  NGVD 29 (??/??/??)   43.297  (m)          142.05   (f) ADJUSTED    1 2
 CQ1566
 CQ1566.Superseded values are not recommended for survey control.
 CQ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1566.See file dsdata.txt to determine how the superseded data were derived.
 CQ1566
 CQ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR577528(NAD 83)
 CQ1566_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1566_STAMPING: U S E B M
 CQ1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1566
 CQ1566  HISTORY     - Date     Condition        Report By
 CQ1566  HISTORY     - UNK      MONUMENTED       CGS
 CQ1566  HISTORY     - 1938     GOOD             CGS
 CQ1566
 CQ1566                          STATION DESCRIPTION
 CQ1566
 CQ1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1566'1.3 MI SW FROM CRICHTON.
 CQ1566'1.3 MILES SOUTHWEST ALONG THE PARISH ROAD FROM CRICHTON, RED RIVER
 CQ1566'PARISH, AT THE EAST SIDE OF RED RIVER, ON THE SOUTH SIDE OF THE
 CQ1566'CRICHTON PLANTATION, IN A FIELD, 93 FEET WEST OF A PLANTATION ROAD,
 CQ1566'AND 116 FEET NORTHEAST OF A 30-INCH PECAN TREE.  AN IRON PIPE BEARING
 CQ1566'A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP, STAMPED U S E B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0309 ***********************************************************************
 BJ0309  DESIGNATION -  56 EABPL
 BJ0309  PID         -  BJ0309
 BJ0309  STATE/COUNTY-  LA/IBERVILLE
 BJ0309  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0309
 BJ0309                         *CURRENT SURVEY CONTROL
 BJ0309  ___________________________________________________________________
 BJ0309* NAD 83(1986)-  30 09 43.     (N)    091 20 30.     (W)     SCALED    
 BJ0309* NAVD 88     -         3.481  (meters)      11.42   (feet)  ADJUSTED  
 BJ0309  ___________________________________________________________________
 BJ0309  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0309  DYNAMIC HT  -           3.476 (meters)      11.40  (feet)  COMP
 BJ0309  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 BJ0309
 BJ0309  VERT ORDER  -  FIRST     CLASS I
 BJ0309
 BJ0309.The horizontal coordinates were scaled from a topographic map and have
 BJ0309.an estimated accuracy of +/- 6 seconds.
 BJ0309
 BJ0309.The orthometric height was determined by differential leveling
 BJ0309.and adjusted by the National Geodetic Survey in February 1994..
 BJ0309
 BJ0309.The geoid height was determined by GEOID03.
 BJ0309
 BJ0309.The dynamic height is computed by dividing the NAVD 88
 BJ0309.geopotential number by the normal gravity value computed on the
 BJ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0309.degrees latitude (g = 980.6199 gals.).
 BJ0309
 BJ0309.The modeled gravity was interpolated from observed gravity values.
 BJ0309
 BJ0309;                    North         East    Units  Estimated Accuracy
 BJ0309;SPC LA S     -   184,220.      999,200.      MT  (+/- 180 meters Scaled)
 BJ0309
 BJ0309                          SUPERSEDED SURVEY CONTROL
 BJ0309
 BJ0309  NGVD 29 (??/??/??)    3.513  (m)           11.53   (f) ADJUSTED    1 1
 BJ0309
 BJ0309.Superseded values are not recommended for survey control.
 BJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0309.See file dsdata.txt to determine how the superseded data were derived.
 BJ0309
 BJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP596378(NAD 83)
 BJ0309_MARKER: DD = SURVEY DISK
 BJ0309_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0309_SP_SET: 113 FT IRON PIPE
 BJ0309_STAMPING: PBM 56 EABPL 1976 USE
 BJ0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0309
 BJ0309  HISTORY     - Date     Condition        Report By
 BJ0309  HISTORY     - 1976     MONUMENTED       USE
 BJ0309  HISTORY     - 1976     GOOD             NGS
 BJ0309
 BJ0309                          STATION DESCRIPTION
 BJ0309
 BJ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0309'BAYOU SORREL.
 BJ0309'AT BAYOU SORREL, 0.75 MILES NORTHWEST ALONG AN ASPHALT ROAD ALONG THE
 BJ0309'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0309'AT THE JUNCTION OF A SHELL ROAD LEADING SOUTHWEST, 61 FT SOUTHWEST
 BJ0309'OF THE CENTER LINE OF THE ROAD, 51 FT SOUTHEAST OF THE CENTER LINE
 BJ0309'OF THE SHELL ROAD, 157 FT WEST OF AND ACROSS THE ROAD FROM A
 BJ0309'JUNCTION POWER LINE POLE NUMBER 25 SUPPORTING A TRANSFORMER, A 1-INCH
 BJ0309'IRON PIPE WITH WITH A DISK DRIVEN TO A DEPTH OF 113 FT ENCASED IN A
 BJ0309'2-INCH IRON PIPE BORED TO A DEPTH OF 98 FT WITH A 3-INCH SCREW CAP
 BJ0309'FOR ACCESS. THE SCREW CAP PROJECTS 21 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0298 ***********************************************************************
 CQ0298  DESIGNATION -  56 V 1 LADH
 CQ0298  PID         -  CQ0298
 CQ0298  STATE/COUNTY-  LA/UNION
 CQ0298  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0298
 CQ0298                         *CURRENT SURVEY CONTROL
 CQ0298  ___________________________________________________________________
 CQ0298* NAD 83(1986)-  32 41 10.     (N)    092 28 07.     (W)     SCALED    
 CQ0298* NAVD 88     -        35.690  (meters)     117.09   (feet)  ADJUSTED  
 CQ0298  ___________________________________________________________________
 CQ0298  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0298  DYNAMIC HT  -          35.651 (meters)     116.97  (feet)  COMP
 CQ0298  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 CQ0298
 CQ0298  VERT ORDER  -  SECOND    CLASS 0
 CQ0298
 CQ0298.The horizontal coordinates were scaled from a topographic map and have
 CQ0298.an estimated accuracy of +/- 6 seconds.
 CQ0298
 CQ0298.The orthometric height was determined by differential leveling
 CQ0298.and adjusted by the National Geodetic Survey in June 1991..
 CQ0298
 CQ0298.The geoid height was determined by GEOID03.
 CQ0298
 CQ0298.The dynamic height is computed by dividing the NAVD 88
 CQ0298.geopotential number by the normal gravity value computed on the
 CQ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0298.degrees latitude (g = 980.6199 gals.).
 CQ0298
 CQ0298.The modeled gravity was interpolated from observed gravity values.
 CQ0298
 CQ0298;                    North         East    Units  Estimated Accuracy
 CQ0298;SPC LA N     -   242,390.    1,002,940.      MT  (+/- 180 meters Scaled)
 CQ0298
 CQ0298                          SUPERSEDED SURVEY CONTROL
 CQ0298
 CQ0298  NGVD 29 (??/??/??)   35.774  (m)          117.37   (f) ADJUSTED    2 0
 CQ0298
 CQ0298.Superseded values are not recommended for survey control.
 CQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0298.See file dsdata.txt to determine how the superseded data were derived.
 CQ0298
 CQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS498166(NAD 83)
 CQ0298_MARKER: DE = TRAVERSE STATION DISK
 CQ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0298_STAMPING: 56V1 1967
 CQ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0298+STABILITY: SURFACE MOTION
 CQ0298
 CQ0298  HISTORY     - Date     Condition        Report By
 CQ0298  HISTORY     - 1967     MONUMENTED       LADH
 CQ0298  HISTORY     - 1969     GOOD             LADH
 CQ0298
 CQ0298                          STATION DESCRIPTION
 CQ0298
 CQ0298'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0298'6.9 MI SW FROM FARMERVILLE.
 CQ0298'LOCATED 6.9 MILES SOUTHWEST ALONG STATE HIGHWAY LA. 33 FROM THE UNION
 CQ0298'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 0.9
 CQ0298'MILE NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY LA. 33 AND LA. 15,
 CQ0298'0.1 MILE NORTHEAST OF A BRIDGE, 58 FEET NORTHWEST OF THE CENTERLINE OF
 CQ0298'THE HIGHWAY, 39 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST
 CQ0298'OF A WIRE FENCE AND 1 FOOT NORTHWEST OF A STEEL WITNESS POST. IT IS A
 CQ0298'LDH AND C AND GS TRAVERSE DISK STAMPED 56V1 AND SET IN THE TOP OF A
 CQ0298'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0200 ***********************************************************************
 CQ0200  DESIGNATION -  56 V 10 LADH
 CQ0200  PID         -  CQ0200
 CQ0200  STATE/COUNTY-  LA/UNION
 CQ0200  USGS QUAD   -  FARMERVILLE (1988)
 CQ0200
 CQ0200                         *CURRENT SURVEY CONTROL
 CQ0200  ___________________________________________________________________
 CQ0200* NAD 83(1986)-  32 47 00.     (N)    092 26 24.     (W)     SCALED    
 CQ0200* NAVD 88     -        27.897  (meters)      91.53   (feet)  ADJUSTED  
 CQ0200  ___________________________________________________________________
 CQ0200  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ0200  DYNAMIC HT  -          27.866 (meters)      91.42  (feet)  COMP
 CQ0200  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CQ0200
 CQ0200  VERT ORDER  -  SECOND    CLASS 0
 CQ0200
 CQ0200.The horizontal coordinates were scaled from a topographic map and have
 CQ0200.an estimated accuracy of +/- 6 seconds.
 CQ0200
 CQ0200.The orthometric height was determined by differential leveling
 CQ0200.and adjusted by the National Geodetic Survey in June 1991..
 CQ0200
 CQ0200.The geoid height was determined by GEOID03.
 CQ0200
 CQ0200.The dynamic height is computed by dividing the NAVD 88
 CQ0200.geopotential number by the normal gravity value computed on the
 CQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0200.degrees latitude (g = 980.6199 gals.).
 CQ0200
 CQ0200.The modeled gravity was interpolated from observed gravity values.
 CQ0200
 CQ0200;                    North         East    Units  Estimated Accuracy
 CQ0200;SPC LA N     -   253,180.    1,005,620.      MT  (+/- 180 meters Scaled)
 CQ0200
 CQ0200                          SUPERSEDED SURVEY CONTROL
 CQ0200
 CQ0200  NGVD 29 (??/??/??)   27.994  (m)           91.84   (f) ADJUSTED    2 0
 CQ0200
 CQ0200.Superseded values are not recommended for survey control.
 CQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0200.See file dsdata.txt to determine how the superseded data were derived.
 CQ0200
 CQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS524274(NAD 83)
 CQ0200_MARKER: DE = TRAVERSE STATION DISK
 CQ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0200_STAMPING: 56V10 1968
 CQ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0200+STABILITY: SURFACE MOTION
 CQ0200
 CQ0200  HISTORY     - Date     Condition        Report By
 CQ0200  HISTORY     - 1968     MONUMENTED       LADH
 CQ0200  HISTORY     - 1969     GOOD             LADH
 CQ0200  HISTORY     - 1988     GOOD             USPSQD
 CQ0200  HISTORY     - 1990     GOOD             USPSQD
 CQ0200  HISTORY     - 19970211 GOOD             USPSQD
 CQ0200
 CQ0200                          STATION DESCRIPTION
 CQ0200
 CQ0200'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0200'2.5 MI W FROM FARMERVILLE.
 CQ0200'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY LA. 2 FROM THE UNION PARISH
 CQ0200'COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG STATE HIGHWAY LA. 2 FOR
 CQ0200'2.0 MILES TO THE MARK ON THE LEFT.  IT IS 80 FEET SOUTH OF THE
 CQ0200'CENTERLINE OF THE HIGHWAY 297 FEET SOUTHEAST OF THE MRS. EVA MAE FUTCH
 CQ0200'SOUTHEAST HOUSE CORNER, 20 FEET SOUTHEAST OF A POWER POLE AND 2 FEET
 CQ0200'SOUTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK
 CQ0200'STAMPED 56V10 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0200'3-INCHES.
 CQ0200
 CQ0200                          STATION RECOVERY (1988)
 CQ0200
 CQ0200'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0200'RECOVERED IN GOOD CONDITION.
 CQ0200
 CQ0200                          STATION RECOVERY (1990)
 CQ0200
 CQ0200'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ0200'RECOVERED IN GOOD CONDITION.
 CQ0200
 CQ0200                          STATION RECOVERY (1997)
 CQ0200
 CQ0200'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0318 ***********************************************************************
 CQ0318  DESIGNATION -  56 V 100 LADH
 CQ0318  PID         -  CQ0318
 CQ0318  STATE/COUNTY-  LA/UNION
 CQ0318  USGS QUAD   -  FARMERVILLE (1988)
 CQ0318
 CQ0318                         *CURRENT SURVEY CONTROL
 CQ0318  ___________________________________________________________________
 CQ0318* NAD 83(1986)-  32 51 44.     (N)    092 28 19.     (W)     SCALED    
 CQ0318* NAVD 88     -        56.642  (meters)     185.83   (feet)  ADJUSTED  
 CQ0318  ___________________________________________________________________
 CQ0318  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ0318  DYNAMIC HT  -          56.580 (meters)     185.63  (feet)  COMP
 CQ0318  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 CQ0318
 CQ0318  VERT ORDER  -  SECOND    CLASS 0
 CQ0318
 CQ0318.The horizontal coordinates were scaled from a topographic map and have
 CQ0318.an estimated accuracy of +/- 6 seconds.
 CQ0318
 CQ0318.The orthometric height was determined by differential leveling
 CQ0318.and adjusted by the National Geodetic Survey in June 1991..
 CQ0318
 CQ0318.The geoid height was determined by GEOID03.
 CQ0318
 CQ0318.The dynamic height is computed by dividing the NAVD 88
 CQ0318.geopotential number by the normal gravity value computed on the
 CQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0318.degrees latitude (g = 980.6199 gals.).
 CQ0318
 CQ0318.The modeled gravity was interpolated from observed gravity values.
 CQ0318
 CQ0318;                    North         East    Units  Estimated Accuracy
 CQ0318;SPC LA N     -   261,930.    1,002,630.      MT  (+/- 180 meters Scaled)
 CQ0318
 CQ0318                          SUPERSEDED SURVEY CONTROL
 CQ0318
 CQ0318  NGVD 29 (??/??/??)   56.741  (m)          186.16   (f) ADJUSTED    2 0
 CQ0318
 CQ0318.Superseded values are not recommended for survey control.
 CQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0318.See file dsdata.txt to determine how the superseded data were derived.
 CQ0318
 CQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS494361(NAD 83)
 CQ0318_MARKER: DD = SURVEY DISK
 CQ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0318_STAMPING: 56V100 1969
 CQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0318+STABILITY: SURFACE MOTION
 CQ0318
 CQ0318  HISTORY     - Date     Condition        Report By
 CQ0318  HISTORY     - 1969     MONUMENTED       LADH
 CQ0318  HISTORY     - 1969     GOOD             LADH
 CQ0318  HISTORY     - 1980     GOOD             LADTD
 CQ0318
 CQ0318                          STATION DESCRIPTION
 CQ0318
 CQ0318'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0318'7.7 MI NW FROM FARMERVILLE.
 CQ0318'LOCATED 7.7 MILES NORTHWEST ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0318'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 0.25
 CQ0318'MILE NORTHWEST OF THE S AND L GROCERY, 63 FEET NORTHEAST OF THE
 CQ0318'CENTERLINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF 2 GAS METERS, 19 FEET
 CQ0318'NORTHWEST OF A TELEPHONE SERVICE POLE FOR THE M. D. SPEARS RESIDENCE
 CQ0318'AND 1 FOOT NORTHEAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND
 CQ0318'GS B. M. DISK STAMPED 56V100 1969 AND SET IN THE TOP OF A CONCRETE
 CQ0318'POST PROJECTING 2-INCHES.  SECTION 28, T 22N, R 1W.
 CQ0318
 CQ0318                          STATION RECOVERY (1980)
 CQ0318
 CQ0318'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0319 ***********************************************************************
 CQ0319  DESIGNATION -  56 V 101 LADH
 CQ0319  PID         -  CQ0319
 CQ0319  STATE/COUNTY-  LA/UNION
 CQ0319  USGS QUAD   -  FARMERVILLE (1988)
 CQ0319
 CQ0319                         *CURRENT SURVEY CONTROL
 CQ0319  ___________________________________________________________________
 CQ0319* NAD 83(1986)-  32 51 24.     (N)    092 27 50.     (W)     SCALED    
 CQ0319* NAVD 88     -        50.877  (meters)     166.92   (feet)  ADJUSTED  
 CQ0319  ___________________________________________________________________
 CQ0319  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ0319  DYNAMIC HT  -          50.821 (meters)     166.74  (feet)  COMP
 CQ0319  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CQ0319
 CQ0319  VERT ORDER  -  SECOND    CLASS 0
 CQ0319
 CQ0319.The horizontal coordinates were scaled from a topographic map and have
 CQ0319.an estimated accuracy of +/- 6 seconds.
 CQ0319
 CQ0319.The orthometric height was determined by differential leveling
 CQ0319.and adjusted by the National Geodetic Survey in June 1991..
 CQ0319
 CQ0319.The geoid height was determined by GEOID03.
 CQ0319
 CQ0319.The dynamic height is computed by dividing the NAVD 88
 CQ0319.geopotential number by the normal gravity value computed on the
 CQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0319.degrees latitude (g = 980.6199 gals.).
 CQ0319
 CQ0319.The modeled gravity was interpolated from observed gravity values.
 CQ0319
 CQ0319;                    North         East    Units  Estimated Accuracy
 CQ0319;SPC LA N     -   261,310.    1,003,380.      MT  (+/- 180 meters Scaled)
 CQ0319
 CQ0319                          SUPERSEDED SURVEY CONTROL
 CQ0319
 CQ0319  NGVD 29 (??/??/??)   50.975  (m)          167.24   (f) ADJUSTED    2 0
 CQ0319
 CQ0319.Superseded values are not recommended for survey control.
 CQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0319.See file dsdata.txt to determine how the superseded data were derived.
 CQ0319
 CQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS501355(NAD 83)
 CQ0319_MARKER: DD = SURVEY DISK
 CQ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0319_STAMPING: 56V101 1969
 CQ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0319+STABILITY: SURFACE MOTION
 CQ0319
 CQ0319  HISTORY     - Date     Condition        Report By
 CQ0319  HISTORY     - 1969     MONUMENTED       LADH
 CQ0319  HISTORY     - 1969     GOOD             LADH
 CQ0319  HISTORY     - 1980     GOOD             LADTD
 CQ0319
 CQ0319                          STATION DESCRIPTION
 CQ0319
 CQ0319'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0319'7.1 MI NW FROM FARMERVILLE.
 CQ0319'LOCATED 7.1 MILES NORTHWEST ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0319'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS 86
 CQ0319'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF
 CQ0319'A CAMP DAISY CORRAL FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE, 23 FEET
 CQ0319'EAST OF A 24-INCH PINE TREE AND 1 FOOT SOUTHWEST OF A STEEL WITNESS
 CQ0319'POST.  IT IS A LDH AND C AND GS P.M. DISK STAMPED 56V101 1969 AND SET
 CQ0319'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION 33, T 22N,
 CQ0319'R 1W.
 CQ0319
 CQ0319                          STATION RECOVERY (1980)
 CQ0319
 CQ0319'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0320 ***********************************************************************
 CQ0320  DESIGNATION -  56 V 102 LADH
 CQ0320  PID         -  CQ0320
 CQ0320  STATE/COUNTY-  LA/UNION
 CQ0320  USGS QUAD   -  FARMERVILLE (1988)
 CQ0320
 CQ0320                         *CURRENT SURVEY CONTROL
 CQ0320  ___________________________________________________________________
 CQ0320* NAD 83(1986)-  32 50 55.     (N)    092 27 06.     (W)     SCALED    
 CQ0320* NAVD 88     -        51.150  (meters)     167.81   (feet)  ADJUSTED  
 CQ0320  ___________________________________________________________________
 CQ0320  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ0320  DYNAMIC HT  -          51.094 (meters)     167.63  (feet)  COMP
 CQ0320  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 CQ0320
 CQ0320  VERT ORDER  -  SECOND    CLASS 0
 CQ0320
 CQ0320.The horizontal coordinates were scaled from a topographic map and have
 CQ0320.an estimated accuracy of +/- 6 seconds.
 CQ0320
 CQ0320.The orthometric height was determined by differential leveling
 CQ0320.and adjusted by the National Geodetic Survey in June 1991..
 CQ0320
 CQ0320.The geoid height was determined by GEOID03.
 CQ0320
 CQ0320.The dynamic height is computed by dividing the NAVD 88
 CQ0320.geopotential number by the normal gravity value computed on the
 CQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0320.degrees latitude (g = 980.6199 gals.).
 CQ0320
 CQ0320.The modeled gravity was interpolated from observed gravity values.
 CQ0320
 CQ0320;                    North         East    Units  Estimated Accuracy
 CQ0320;SPC LA N     -   260,420.    1,004,530.      MT  (+/- 180 meters Scaled)
 CQ0320
 CQ0320                          SUPERSEDED SURVEY CONTROL
 CQ0320
 CQ0320  NGVD 29 (??/??/??)   51.248  (m)          168.14   (f) ADJUSTED    2 0
 CQ0320
 CQ0320.Superseded values are not recommended for survey control.
 CQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0320.See file dsdata.txt to determine how the superseded data were derived.
 CQ0320
 CQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS513346(NAD 83)
 CQ0320_MARKER: DD = SURVEY DISK
 CQ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0320_STAMPING: 56V102 1969
 CQ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0320+STABILITY: SURFACE MOTION
 CQ0320
 CQ0320  HISTORY     - Date     Condition        Report By
 CQ0320  HISTORY     - 1969     MONUMENTED       LADH
 CQ0320  HISTORY     - 1969     GOOD             LADH
 CQ0320  HISTORY     - 1980     GOOD             LADTD
 CQ0320
 CQ0320                          STATION DESCRIPTION
 CQ0320
 CQ0320'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0320'6.2 MI NW FROM FARMERVILLE.
 CQ0320'LOCATED 6.2 MILES NORTHWEST ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0320'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS 109
 CQ0320'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 91 FEET SOUTH OF A
 CQ0320'POWER POLE, 79 FEET NORTHWEST OF AN ABANDONED OIL WELL ANDERSON
 CQ0320'JOHNSON NO. 1 SERIAL NO. 35163 AND 1 FOOT SOUTHWEST OF A STEEL WITNESS
 CQ0320'POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V102 1969 AND SET
 CQ0320'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES. SECTION 34, T 22N,
 CQ0320'R 1W.
 CQ0320
 CQ0320                          STATION RECOVERY (1980)
 CQ0320
 CQ0320'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0322 ***********************************************************************
 CQ0322  DESIGNATION -  56 V 103 LADH
 CQ0322  PID         -  CQ0322
 CQ0322  STATE/COUNTY-  LA/UNION
 CQ0322  USGS QUAD   -  FARMERVILLE (1988)
 CQ0322
 CQ0322                         *CURRENT SURVEY CONTROL
 CQ0322  ___________________________________________________________________
 CQ0322* NAD 83(1986)-  32 50 01.     (N)    092 25 38.     (W)     SCALED    
 CQ0322* NAVD 88     -        48.867  (meters)     160.32   (feet)  ADJUSTED  
 CQ0322  ___________________________________________________________________
 CQ0322  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ0322  DYNAMIC HT  -          48.813 (meters)     160.15  (feet)  COMP
 CQ0322  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 CQ0322
 CQ0322  VERT ORDER  -  SECOND    CLASS 0
 CQ0322
 CQ0322.The horizontal coordinates were scaled from a topographic map and have
 CQ0322.an estimated accuracy of +/- 6 seconds.
 CQ0322
 CQ0322.The orthometric height was determined by differential leveling
 CQ0322.and adjusted by the National Geodetic Survey in June 1991..
 CQ0322
 CQ0322.The geoid height was determined by GEOID03.
 CQ0322
 CQ0322.The dynamic height is computed by dividing the NAVD 88
 CQ0322.geopotential number by the normal gravity value computed on the
 CQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0322.degrees latitude (g = 980.6199 gals.).
 CQ0322
 CQ0322.The modeled gravity was interpolated from observed gravity values.
 CQ0322
 CQ0322;                    North         East    Units  Estimated Accuracy
 CQ0322;SPC LA N     -   258,750.    1,006,810.      MT  (+/- 180 meters Scaled)
 CQ0322
 CQ0322                          SUPERSEDED SURVEY CONTROL
 CQ0322
 CQ0322  NGVD 29 (??/??/??)   48.964  (m)          160.64   (f) ADJUSTED    2 0
 CQ0322
 CQ0322.Superseded values are not recommended for survey control.
 CQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0322.See file dsdata.txt to determine how the superseded data were derived.
 CQ0322
 CQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS536329(NAD 83)
 CQ0322_MARKER: DD = SURVEY DISK
 CQ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0322_STAMPING: 56V103 1969
 CQ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0322+STABILITY: SURFACE MOTION
 CQ0322
 CQ0322  HISTORY     - Date     Condition        Report By
 CQ0322  HISTORY     - 1969     MONUMENTED       LADH
 CQ0322  HISTORY     - 1969     GOOD             LADH
 CQ0322  HISTORY     - 1980     GOOD             LADTD
 CQ0322
 CQ0322                          STATION DESCRIPTION
 CQ0322
 CQ0322'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0322'4.5 MI NW FROM FARMERVILLE.
 CQ0322'LOCATED 4.5 MILES NORTHWEST ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0322'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS ON
 CQ0322'OLINKRAFT PROPERTY, 86 FEET NORTHEAST OF THE CENTERLINE OF THE
 CQ0322'HIGHWAY, 15 FEET NORTHEAST OF A 12-INCH PINE TREE WITH A YELLOW
 CQ0322'OLINKRAFT BAND, 38 FEET WEST OF A YELLOW WOODEN LAND CORNER STAKE AND
 CQ0322'1 FOOT NORTHEAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B.
 CQ0322'M. DISK STAMPED 56V103 1969 AND SET IN THE TOP OF A CONCRETE POST
 CQ0322'PROJECTING 4-INCHES.  SECTION 1, T 21N, R 1W.
 CQ0322
 CQ0322                          STATION RECOVERY (1980)
 CQ0322
 CQ0322'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0323 ***********************************************************************
 CQ0323  DESIGNATION -  56 V 104 LADH
 CQ0323  PID         -  CQ0323
 CQ0323  STATE/COUNTY-  LA/UNION
 CQ0323  USGS QUAD   -  FARMERVILLE (1988)
 CQ0323
 CQ0323                         *CURRENT SURVEY CONTROL
 CQ0323  ___________________________________________________________________
 CQ0323* NAD 83(1986)-  32 49 40.     (N)    092 25 06.     (W)     SCALED    
 CQ0323* NAVD 88     -        49.587  (meters)     162.69   (feet)  ADJUSTED  
 CQ0323  ___________________________________________________________________
 CQ0323  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ0323  DYNAMIC HT  -          49.532 (meters)     162.51  (feet)  COMP
 CQ0323  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 CQ0323
 CQ0323  VERT ORDER  -  SECOND    CLASS 0
 CQ0323
 CQ0323.The horizontal coordinates were scaled from a topographic map and have
 CQ0323.an estimated accuracy of +/- 6 seconds.
 CQ0323
 CQ0323.The orthometric height was determined by differential leveling
 CQ0323.and adjusted by the National Geodetic Survey in June 1991..
 CQ0323.WARNING-Repeat measurements at this control monument indicate possible
 CQ0323.vertical movement.
 CQ0323
 CQ0323.The geoid height was determined by GEOID03.
 CQ0323
 CQ0323.The dynamic height is computed by dividing the NAVD 88
 CQ0323.geopotential number by the normal gravity value computed on the
 CQ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0323.degrees latitude (g = 980.6199 gals.).
 CQ0323
 CQ0323.The modeled gravity was interpolated from observed gravity values.
 CQ0323
 CQ0323;                    North         East    Units  Estimated Accuracy
 CQ0323;SPC LA N     -   258,110.    1,007,650.      MT  (+/- 180 meters Scaled)
 CQ0323
 CQ0323                          SUPERSEDED SURVEY CONTROL
 CQ0323
 CQ0323  NGVD 29 (??/??/??)   49.673  (m)          162.97   (f) ADJUSTED    2 0
 CQ0323
 CQ0323.Superseded values are not recommended for survey control.
 CQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0323.See file dsdata.txt to determine how the superseded data were derived.
 CQ0323
 CQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS544323(NAD 83)
 CQ0323_MARKER: DD = SURVEY DISK
 CQ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0323_STAMPING: 56V104 1969
 CQ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0323+STABILITY: SURFACE MOTION
 CQ0323
 CQ0323  HISTORY     - Date     Condition        Report By
 CQ0323  HISTORY     - 1969     MONUMENTED       LADH
 CQ0323  HISTORY     - 1969     GOOD             LADH
 CQ0323  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0323
 CQ0323                          STATION DESCRIPTION
 CQ0323
 CQ0323'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0323'3.9 MI NW FROM FARMERVILLE.
 CQ0323'LOCATED 3.9 MILES NORTHWEST ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0323'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 0.1
 CQ0323'MILE SOUTHEAST OF A PARISH ROAD INTERSECTING FROM THE NORTH AND 0.1
 CQ0323'MILE NORTHWEST OF A PARISH ROAD INTERSECTING FROM THE SOUTH.  IT IS 71
 CQ0323'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 341 FEET SOUTH OF THE
 CQ0323'NORTHEAST END OF A 3-BARREL BOX CULVERT, 7 FEET SOUTHWEST OF A 10-INCH
 CQ0323'PINE TREE AND 1 FOOT NORTHEAST OF A STEEL WITNESS POST.  IT IS A LDH
 CQ0323'AND C AND GS B. M. DISK STAMPED 56V104 1969 AND SET IN THE TOP OF A
 CQ0323'CONCRETE POST PROJECTING 4-INCHES.  SECTION 12, T 21N, R 1W.
 CQ0323
 CQ0323                          STATION RECOVERY (1982)
 CQ0323
 CQ0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0324 ***********************************************************************
 CQ0324  DESIGNATION -  56 V 105 LADH
 CQ0324  PID         -  CQ0324
 CQ0324  STATE/COUNTY-  LA/UNION
 CQ0324  USGS QUAD   -  FARMERVILLE (1988)
 CQ0324
 CQ0324                         *CURRENT SURVEY CONTROL
 CQ0324  ___________________________________________________________________
 CQ0324* NAD 83(1986)-  32 49 09.     (N)    092 24 31.     (W)     SCALED    
 CQ0324* NAVD 88     -        64.000  (meters)     209.97   (feet)  ADJUSTED  
 CQ0324  ___________________________________________________________________
 CQ0324  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ0324  DYNAMIC HT  -          63.930 (meters)     209.74  (feet)  COMP
 CQ0324  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 CQ0324
 CQ0324  VERT ORDER  -  SECOND    CLASS 0
 CQ0324
 CQ0324.The horizontal coordinates were scaled from a topographic map and have
 CQ0324.an estimated accuracy of +/- 6 seconds.
 CQ0324
 CQ0324.The orthometric height was determined by differential leveling
 CQ0324.and adjusted by the National Geodetic Survey in June 1991..
 CQ0324
 CQ0324.The geoid height was determined by GEOID03.
 CQ0324
 CQ0324.The dynamic height is computed by dividing the NAVD 88
 CQ0324.geopotential number by the normal gravity value computed on the
 CQ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0324.degrees latitude (g = 980.6199 gals.).
 CQ0324
 CQ0324.The modeled gravity was interpolated from observed gravity values.
 CQ0324
 CQ0324;                    North         East    Units  Estimated Accuracy
 CQ0324;SPC LA N     -   257,150.    1,008,560.      MT  (+/- 180 meters Scaled)
 CQ0324
 CQ0324                          SUPERSEDED SURVEY CONTROL
 CQ0324
 CQ0324  NGVD 29 (??/??/??)   64.085  (m)          210.25   (f) ADJUSTED    2 0
 CQ0324
 CQ0324.Superseded values are not recommended for survey control.
 CQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0324.See file dsdata.txt to determine how the superseded data were derived.
 CQ0324
 CQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS553313(NAD 83)
 CQ0324_MARKER: DD = SURVEY DISK
 CQ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0324_STAMPING: 56V105 1969
 CQ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0324+STABILITY: SURFACE MOTION
 CQ0324
 CQ0324  HISTORY     - Date     Condition        Report By
 CQ0324  HISTORY     - 1969     MONUMENTED       LADH
 CQ0324  HISTORY     - 1969     GOOD             LADH
 CQ0324  HISTORY     - 1980     GOOD             LADTD
 CQ0324
 CQ0324                          STATION DESCRIPTION
 CQ0324
 CQ0324'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0324'3.1 MI N FROM FARMERVILLE.
 CQ0324'LOCATED 3.1 MILES NORTH ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0324'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 94
 CQ0324'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY LA. 15, 123 FEET SOUTH OF
 CQ0324'THE CENTERLINE OF STATE HIGHWAY LA. 549, 50 FEET SOUTHEAST OF A POWER
 CQ0324'POLE AND 1 FOOT EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND
 CQ0324'GS B. M. DISK STAMPED 56V105 1969 AND SET IN THE TOP OF A CONCRETE
 CQ0324'POST PROJECTING 4-INCHES.  SECTION 7, T 21N, R 1E.
 CQ0324
 CQ0324                          STATION RECOVERY (1980)
 CQ0324
 CQ0324'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0325 ***********************************************************************
 CQ0325  DESIGNATION -  56 V 106 LADH
 CQ0325  PID         -  CQ0325
 CQ0325  STATE/COUNTY-  LA/UNION
 CQ0325  USGS QUAD   -  FARMERVILLE (1988)
 CQ0325
 CQ0325                         *CURRENT SURVEY CONTROL
 CQ0325  ___________________________________________________________________
 CQ0325* NAD 83(1986)-  32 48 30.     (N)    092 24 30.     (W)     SCALED    
 CQ0325* NAVD 88     -        49.245  (meters)     161.56   (feet)  ADJUSTED  
 CQ0325  ___________________________________________________________________
 CQ0325  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ0325  DYNAMIC HT  -          49.191 (meters)     161.39  (feet)  COMP
 CQ0325  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 CQ0325
 CQ0325  VERT ORDER  -  SECOND    CLASS 0
 CQ0325
 CQ0325.The horizontal coordinates were scaled from a topographic map and have
 CQ0325.an estimated accuracy of +/- 6 seconds.
 CQ0325
 CQ0325.The orthometric height was determined by differential leveling
 CQ0325.and adjusted by the National Geodetic Survey in June 1991..
 CQ0325.WARNING-Repeat measurements at this control monument indicate possible
 CQ0325.vertical movement.
 CQ0325
 CQ0325.The geoid height was determined by GEOID03.
 CQ0325
 CQ0325.The dynamic height is computed by dividing the NAVD 88
 CQ0325.geopotential number by the normal gravity value computed on the
 CQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0325.degrees latitude (g = 980.6199 gals.).
 CQ0325
 CQ0325.The modeled gravity was interpolated from observed gravity values.
 CQ0325
 CQ0325;                    North         East    Units  Estimated Accuracy
 CQ0325;SPC LA N     -   255,950.    1,008,590.      MT  (+/- 180 meters Scaled)
 CQ0325
 CQ0325                          SUPERSEDED SURVEY CONTROL
 CQ0325
 CQ0325  NGVD 29 (??/??/??)   49.335  (m)          161.86   (f) ADJUSTED    2 0
 CQ0325
 CQ0325.Superseded values are not recommended for survey control.
 CQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0325.See file dsdata.txt to determine how the superseded data were derived.
 CQ0325
 CQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS553301(NAD 83)
 CQ0325_MARKER: DD = SURVEY DISK
 CQ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0325_STAMPING: 56V106 1969
 CQ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0325+STABILITY: SURFACE MOTION
 CQ0325
 CQ0325  HISTORY     - Date     Condition        Report By
 CQ0325  HISTORY     - 1969     MONUMENTED       LADH
 CQ0325  HISTORY     - 1969     GOOD             LADH
 CQ0325
 CQ0325                          STATION DESCRIPTION
 CQ0325
 CQ0325'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0325'2.3 MI N FROM FARMERVILLE.
 CQ0325'LOCATED 2.3 MILES NORTH ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0325'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 87
 CQ0325'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET EAST OF A FENCE
 CQ0325'CORNER, 78 FEET SOUTHEAST OF POWER POLE NO. 350 AND 1 FOOT EAST OF A
 CQ0325'STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED
 CQ0325'56V106 1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0325'SECTION 18, T 21N, R 1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0326 ***********************************************************************
 CQ0326  DESIGNATION -  56 V 107 LADH
 CQ0326  PID         -  CQ0326
 CQ0326  STATE/COUNTY-  LA/UNION
 CQ0326  USGS QUAD   -  FARMERVILLE (1988)
 CQ0326
 CQ0326                         *CURRENT SURVEY CONTROL
 CQ0326  ___________________________________________________________________
 CQ0326* NAD 83(1986)-  32 47 41.     (N)    092 24 28.     (W)     SCALED    
 CQ0326* NAVD 88     -        32.091  (meters)     105.29   (feet)  ADJUSTED  
 CQ0326  ___________________________________________________________________
 CQ0326  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ0326  DYNAMIC HT  -          32.056 (meters)     105.17  (feet)  COMP
 CQ0326  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CQ0326
 CQ0326  VERT ORDER  -  SECOND    CLASS 0
 CQ0326
 CQ0326.The horizontal coordinates were scaled from a topographic map and have
 CQ0326.an estimated accuracy of +/- 6 seconds.
 CQ0326
 CQ0326.The orthometric height was determined by differential leveling
 CQ0326.and adjusted by the National Geodetic Survey in June 1991..
 CQ0326
 CQ0326.The geoid height was determined by GEOID03.
 CQ0326
 CQ0326.The dynamic height is computed by dividing the NAVD 88
 CQ0326.geopotential number by the normal gravity value computed on the
 CQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0326.degrees latitude (g = 980.6199 gals.).
 CQ0326
 CQ0326.The modeled gravity was interpolated from observed gravity values.
 CQ0326
 CQ0326;                    North         East    Units  Estimated Accuracy
 CQ0326;SPC LA N     -   254,440.    1,008,640.      MT  (+/- 180 meters Scaled)
 CQ0326
 CQ0326                          SUPERSEDED SURVEY CONTROL
 CQ0326
 CQ0326  NGVD 29 (??/??/??)   32.186  (m)          105.60   (f) ADJUSTED    2 0
 CQ0326
 CQ0326.Superseded values are not recommended for survey control.
 CQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0326.See file dsdata.txt to determine how the superseded data were derived.
 CQ0326
 CQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS554286(NAD 83)
 CQ0326_MARKER: DD = SURVEY DISK
 CQ0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0326_SP_SET: BRIDGE
 CQ0326_STAMPING: 56V107 1969
 CQ0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0326
 CQ0326  HISTORY     - Date     Condition        Report By
 CQ0326  HISTORY     - 1969     MONUMENTED       LADH
 CQ0326  HISTORY     - 1969     GOOD             LADH
 CQ0326  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0326
 CQ0326                          STATION DESCRIPTION
 CQ0326
 CQ0326'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0326'1.4 MI N FROM FARMERVILLE.
 CQ0326'LOCATED 1.4 MILES NORTH ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0326'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS IN
 CQ0326'THE SIDEWALK AT THE SOUTHEAST CORNER OF ONEMILE CREEK BRIDGE, 12.8
 CQ0326'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.8 FOOT EAST OF THE WEST
 CQ0326'EDGE OF THE BRIDGE SIDEWALK, 0.7 FOOT ABOVE THE ELEVATION OF THE
 CQ0326'ADJACENT ROADWAY PAVEMENT AND 2 FEET EAST OF A STEEL WITNESS POST. IT
 CQ0326'IS A LDH AND C AND GS B. M. DISK STAMPED 56V107 1969 AND SET IN THE
 CQ0326'BRIDGE SIDEWALK.  SECTION 19, T 21N, R 1E.
 CQ0326
 CQ0326                          STATION RECOVERY (1982)
 CQ0326
 CQ0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2244 ***********************************************************************
 CQ2244  DESIGNATION -  56 V 108 LADTD
 CQ2244  PID         -  CQ2244
 CQ2244  STATE/COUNTY-  LA/UNION
 CQ2244  USGS QUAD   -  STERLINGTON (1994)
 CQ2244
 CQ2244                         *CURRENT SURVEY CONTROL
 CQ2244  ___________________________________________________________________
 CQ2244* NAD 83(1986)-  32 42 00.     (N)    092 05 30.     (W)     SCALED    
 CQ2244* NAVD 88     -        22.942  (meters)      75.27   (feet)  ADJUSTED  
 CQ2244  ___________________________________________________________________
 CQ2244  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2244  DYNAMIC HT  -          22.917 (meters)      75.19  (feet)  COMP
 CQ2244  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CQ2244
 CQ2244  VERT ORDER  -  SECOND    CLASS I
 CQ2244
 CQ2244.The horizontal coordinates were scaled from a topographic map and have
 CQ2244.an estimated accuracy of +/- 6 seconds.
 CQ2244
 CQ2244.The orthometric height was determined by differential leveling
 CQ2244.and adjusted by the National Geodetic Survey in June 1991..
 CQ2244
 CQ2244.The geoid height was determined by GEOID03.
 CQ2244
 CQ2244.The dynamic height is computed by dividing the NAVD 88
 CQ2244.geopotential number by the normal gravity value computed on the
 CQ2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2244.degrees latitude (g = 980.6199 gals.).
 CQ2244
 CQ2244.The modeled gravity was interpolated from observed gravity values.
 CQ2244
 CQ2244;                    North         East    Units  Estimated Accuracy
 CQ2244;SPC LA N     -   244,010.    1,038,290.      MT  (+/- 180 meters Scaled)
 CQ2244
 CQ2244                          SUPERSEDED SURVEY CONTROL
 CQ2244
 CQ2244  NGVD 29 (??/??/??)   23.027  (m)           75.55   (f) ADJUSTED    2 1
 CQ2244
 CQ2244.Superseded values are not recommended for survey control.
 CQ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2244.See file dsdata.txt to determine how the superseded data were derived.
 CQ2244
 CQ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS851183(NAD 83)
 CQ2244_MARKER: DD = SURVEY DISK
 CQ2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2244_STAMPING: 56V108 1972
 CQ2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2244+STABILITY: SURFACE MOTION
 CQ2244
 CQ2244  HISTORY     - Date     Condition        Report By
 CQ2244  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2244  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2244
 CQ2244                          STATION DESCRIPTION
 CQ2244
 CQ2244'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2244'0.2 MI W FROM STERLINGTON.
 CQ2244'ABOUT 0.1 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM THE WEST END OF
 CQ2244'THE OUACHITA RIVER BRIDGE AT STERLINGTON, 291 FEET SOUTH OF THE
 CQ2244'CENTERLINE OF LOUISIANA HIGHWAY 2, 158 FEET SOUTH OF BLACKTOP PARISH
 CQ2244'ROAD RUNNING PARALLEL TO LOUISIANA HIGHWAY 2, 26 FEET SOUTHWEST OF 12
 CQ2244'FOOT GRAVEL DRIVEWAY, 2.0 FEET WEST OF A FENCE RUNNING NORTH AND
 CQ2244'SOUTH, 3.2 FEET NORTHWEST OF A FENCE CORNER WHERE FENCE RUNNING NORTH
 CQ2244'AND SOUTH TURNS EAST, 112 FEET SOUTHWEST OF SOUTHWEST CORNER OF FRAME
 CQ2244'RESIDENCE OWNED BY WILLIS TUCKER.  SET IN TOP OF A CONCRETE POST
 CQ2244'PROJECTING 1 INCH ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.4
 CQ2244'FEET SOUTHEAST OF THE MARK.  SECTION 30, T 20N, R 4E.
 CQ2244
 CQ2244                          STATION RECOVERY (1990)
 CQ2244
 CQ2244'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2245 ***********************************************************************
 CQ2245  DESIGNATION -  56 V 109 LADTD
 CQ2245  PID         -  CQ2245
 CQ2245  STATE/COUNTY-  LA/UNION
 CQ2245  USGS QUAD   -  STERLINGTON (1994)
 CQ2245
 CQ2245                         *CURRENT SURVEY CONTROL
 CQ2245  ___________________________________________________________________
 CQ2245* NAD 83(1986)-  32 42 12.     (N)    092 06 18.     (W)     SCALED    
 CQ2245* NAVD 88     -        39.473  (meters)     129.50   (feet)  ADJUSTED  
 CQ2245  ___________________________________________________________________
 CQ2245  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2245  DYNAMIC HT  -          39.430 (meters)     129.36  (feet)  COMP
 CQ2245  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 CQ2245
 CQ2245  VERT ORDER  -  SECOND    CLASS I
 CQ2245
 CQ2245.The horizontal coordinates were scaled from a topographic map and have
 CQ2245.an estimated accuracy of +/- 6 seconds.
 CQ2245
 CQ2245.The orthometric height was determined by differential leveling
 CQ2245.and adjusted by the National Geodetic Survey in June 1991..
 CQ2245
 CQ2245.The geoid height was determined by GEOID03.
 CQ2245
 CQ2245.The dynamic height is computed by dividing the NAVD 88
 CQ2245.geopotential number by the normal gravity value computed on the
 CQ2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2245.degrees latitude (g = 980.6199 gals.).
 CQ2245
 CQ2245.The modeled gravity was interpolated from observed gravity values.
 CQ2245
 CQ2245;                    North         East    Units  Estimated Accuracy
 CQ2245;SPC LA N     -   244,370.    1,037,040.      MT  (+/- 180 meters Scaled)
 CQ2245
 CQ2245                          SUPERSEDED SURVEY CONTROL
 CQ2245
 CQ2245  NGVD 29 (??/??/??)   39.556  (m)          129.78   (f) ADJUSTED    2 1
 CQ2245
 CQ2245.Superseded values are not recommended for survey control.
 CQ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2245.See file dsdata.txt to determine how the superseded data were derived.
 CQ2245
 CQ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS838187(NAD 83)
 CQ2245_MARKER: DD = SURVEY DISK
 CQ2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2245_STAMPING: 56V109 1972
 CQ2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2245+STABILITY: SURFACE MOTION
 CQ2245
 CQ2245  HISTORY     - Date     Condition        Report By
 CQ2245  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2245  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2245
 CQ2245                          STATION DESCRIPTION
 CQ2245
 CQ2245'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2245'1.2 MI W FROM STERLINGTON.
 CQ2245'ABOUT 1.1 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM THE WEST END OF
 CQ2245'THE OUACHITA RIVER BRIDGE AT STERLINGTON, 188 FEET NORTH OF THE
 CQ2245'CENTERLINE OF LOUISIANA HIGHWAY 2, 82 FEET NORTHEAST OF 20 INCH
 CQ2245'WITNESS TREE ON SECTION LINE BETWEEN SECTIONS 19 AND 24, APPROXIMATELY
 CQ2245'500 FEET NORTHWEST OF INTERSECTION OF PARISH ROAD AND LOUISIANA
 CQ2245'HIGHWAY 2.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 CQ2245'GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET SOUTH OF THE MARK.
 CQ2245'SECTION 19, T 20N, R 4E.
 CQ2245
 CQ2245                          STATION RECOVERY (1990)
 CQ2245
 CQ2245'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0199 ***********************************************************************
 CQ0199  DESIGNATION -  56 V 11 LADH
 CQ0199  PID         -  CQ0199
 CQ0199  STATE/COUNTY-  LA/UNION
 CQ0199  USGS QUAD   -  FARMERVILLE (1988)
 CQ0199
 CQ0199                         *CURRENT SURVEY CONTROL
 CQ0199  ___________________________________________________________________
 CQ0199* NAD 83(1986)-  32 47 09.     (N)    092 27 23.     (W)     SCALED    
 CQ0199* NAVD 88     -        29.818  (meters)      97.83   (feet)  ADJUSTED  
 CQ0199  ___________________________________________________________________
 CQ0199  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ0199  DYNAMIC HT  -          29.785 (meters)      97.72  (feet)  COMP
 CQ0199  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 CQ0199
 CQ0199  VERT ORDER  -  SECOND    CLASS 0
 CQ0199
 CQ0199.The horizontal coordinates were scaled from a topographic map and have
 CQ0199.an estimated accuracy of +/- 6 seconds.
 CQ0199
 CQ0199.The orthometric height was determined by differential leveling
 CQ0199.and adjusted by the National Geodetic Survey in June 1991..
 CQ0199
 CQ0199.The geoid height was determined by GEOID03.
 CQ0199
 CQ0199.The dynamic height is computed by dividing the NAVD 88
 CQ0199.geopotential number by the normal gravity value computed on the
 CQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0199.degrees latitude (g = 980.6199 gals.).
 CQ0199
 CQ0199.The modeled gravity was interpolated from observed gravity values.
 CQ0199
 CQ0199;                    North         East    Units  Estimated Accuracy
 CQ0199;SPC LA N     -   253,450.    1,004,090.      MT  (+/- 180 meters Scaled)
 CQ0199
 CQ0199                          SUPERSEDED SURVEY CONTROL
 CQ0199
 CQ0199  NGVD 29 (??/??/??)   29.917  (m)           98.15   (f) ADJUSTED    2 0
 CQ0199
 CQ0199.Superseded values are not recommended for survey control.
 CQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0199.See file dsdata.txt to determine how the superseded data were derived.
 CQ0199
 CQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS509276(NAD 83)
 CQ0199_MARKER: DE = TRAVERSE STATION DISK
 CQ0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0199_SP_SET: BRIDGE, SIDEWALK
 CQ0199_STAMPING: 56V11 1968
 CQ0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0199
 CQ0199  HISTORY     - Date     Condition        Report By
 CQ0199  HISTORY     - 1968     MONUMENTED       LADH
 CQ0199  HISTORY     - 1969     GOOD             LADH
 CQ0199  HISTORY     - 1988     GOOD             USPSQD
 CQ0199  HISTORY     - 1990     GOOD             USPSQD
 CQ0199
 CQ0199                          STATION DESCRIPTION
 CQ0199
 CQ0199'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0199'3.5 MI W FROM FARMERVILLE.
 CQ0199'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY LA. 2 FROM THE UNION PARISH
 CQ0199'COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG STATE HIGHWAY LA. 2 FOR
 CQ0199'3.0 MILES TO THE MARK ON THE RIGHT.  IT IS IN THE NORTHEAST CORNER OF
 CQ0199'THE BAYOU CORNEY BRIDGE.  IT IS IN THE BRIDGE END FLARE SIDEWALK, 0.8
 CQ0199'FEET NORTH OF THE SOUTHEDGE OF THE SIDEWALK, 0.8 FEET ABOVE THE
 CQ0199'ADJACENT PAVEMENT ELEVATION, 91 FEET SOUTHWEST OF A TELEPHONE CABLE
 CQ0199'PEDESTAL, 16 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY 3 FEET
 CQ0199'SOUTHEAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE
 CQ0199'DISK STAMPED 56V11 1968 AND DRILLED IN THE TOP OF THE BRIDGE SIDEWALK.
 CQ0199
 CQ0199                          STATION RECOVERY (1988)
 CQ0199
 CQ0199'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0199'RECOVERED IN GOOD CONDITION.
 CQ0199
 CQ0199                          STATION RECOVERY (1990)
 CQ0199
 CQ0199'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2585 ***********************************************************************
 CQ2585  DESIGNATION -  56 V 110 LADH RESET 1978
 CQ2585  PID         -  CQ2585
 CQ2585  STATE/COUNTY-  LA/UNION
 CQ2585  USGS QUAD   -  STERLINGTON (1994)
 CQ2585
 CQ2585                         *CURRENT SURVEY CONTROL
 CQ2585  ___________________________________________________________________
 CQ2585* NAD 83(1986)-  32 43 00.     (N)    092 06 48.     (W)     SCALED    
 CQ2585* NAVD 88     -        41.06   (+/-2cm)     134.7    (feet)  VERTCON   
 CQ2585  ___________________________________________________________________
 CQ2585  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2585
 CQ2585  VERT ORDER  -  THIRD (See Below)
 CQ2585
 CQ2585.The horizontal coordinates were scaled from a topographic map and have
 CQ2585.an estimated accuracy of +/- 6 seconds.
 CQ2585
 CQ2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2585.The vertical order pertains to the NGVD 29 superseded value.
 CQ2585
 CQ2585.The geoid height was determined by GEOID03.
 CQ2585
 CQ2585;                    North         East    Units  Estimated Accuracy
 CQ2585;SPC LA N     -   245,850.    1,036,250.      MT  (+/- 180 meters Scaled)
 CQ2585
 CQ2585                          SUPERSEDED SURVEY CONTROL
 CQ2585
 CQ2585  NGVD 29 (??/??/??)   41.15   (m)          135.0    (f) RESET       3  
 CQ2585
 CQ2585.Superseded values are not recommended for survey control.
 CQ2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2585.See file dsdata.txt to determine how the superseded data were derived.
 CQ2585
 CQ2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS830202(NAD 83)
 CQ2585_MARKER: DD = SURVEY DISK
 CQ2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2585_STAMPING: 56V110 LADH RESET 1978
 CQ2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2585+STABILITY: SURFACE MOTION
 CQ2585
 CQ2585  HISTORY     - Date     Condition        Report By
 CQ2585  HISTORY     - 1978     MONUMENTED       NGS
 CQ2585  HISTORY     - 1987     GOOD             USPSQD
 CQ2585  HISTORY     - 1989     GOOD             USPSQD
 CQ2585
 CQ2585                          STATION DESCRIPTION
 CQ2585
 CQ2585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 CQ2585'2.2 MI W FROM STERLINGTON.
 CQ2585'ABOUT 2.1 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM THE WEST END OF
 CQ2585'THE QUACHITA RIVER BRIDGE AT STERLINGTON, 39 FEET EAST NORTHEAST OF
 CQ2585'THE CENTER OF HIGHWAY 2 AND 3.5 FEET SOUTH OF A POWER POLE.
 CQ2585
 CQ2585                          STATION RECOVERY (1987)
 CQ2585
 CQ2585'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ2585'RECOVERED IN GOOD CONDITION.
 CQ2585
 CQ2585                          STATION RECOVERY (1989)
 CQ2585
 CQ2585'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRF)
 CQ2585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2247 ***********************************************************************
 CQ2247  DESIGNATION -  56 V 110 LADTD
 CQ2247  PID         -  CQ2247
 CQ2247  STATE/COUNTY-  LA/UNION
 CQ2247  USGS QUAD   -  STERLINGTON (1994)
 CQ2247
 CQ2247                         *CURRENT SURVEY CONTROL
 CQ2247  ___________________________________________________________________
 CQ2247* NAD 83(1986)-  32 43 00.     (N)    092 06 48.     (W)     SCALED    
 CQ2247* NAVD 88     -        40.377  (meters)     132.47   (feet)  ADJUSTED  
 CQ2247  ___________________________________________________________________
 CQ2247  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2247  DYNAMIC HT  -          40.332 (meters)     132.32  (feet)  COMP
 CQ2247  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 CQ2247
 CQ2247  VERT ORDER  -  SECOND    CLASS I
 CQ2247
 CQ2247.The horizontal coordinates were scaled from a topographic map and have
 CQ2247.an estimated accuracy of +/- 6 seconds.
 CQ2247
 CQ2247.The orthometric height was determined by differential leveling
 CQ2247.and adjusted by the National Geodetic Survey in June 1991..
 CQ2247.WARNING-Repeat measurements at this control monument indicate possible
 CQ2247.vertical movement.
 CQ2247
 CQ2247.The geoid height was determined by GEOID03.
 CQ2247
 CQ2247.The dynamic height is computed by dividing the NAVD 88
 CQ2247.geopotential number by the normal gravity value computed on the
 CQ2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2247.degrees latitude (g = 980.6199 gals.).
 CQ2247
 CQ2247.The modeled gravity was interpolated from observed gravity values.
 CQ2247
 CQ2247;                    North         East    Units  Estimated Accuracy
 CQ2247;SPC LA N     -   245,850.    1,036,250.      MT  (+/- 180 meters Scaled)
 CQ2247
 CQ2247                          SUPERSEDED SURVEY CONTROL
 CQ2247
 CQ2247  NGVD 29 (??/??/??)   40.455  (m)          132.73   (f) ADJUSTED    2 1
 CQ2247
 CQ2247.Superseded values are not recommended for survey control.
 CQ2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2247.See file dsdata.txt to determine how the superseded data were derived.
 CQ2247
 CQ2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS830202(NAD 83)
 CQ2247_MARKER: DD = SURVEY DISK
 CQ2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2247_STAMPING: 56V110 1972
 CQ2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2247+STABILITY: SURFACE MOTION
 CQ2247
 CQ2247  HISTORY     - Date     Condition        Report By
 CQ2247  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2247
 CQ2247                          STATION DESCRIPTION
 CQ2247
 CQ2247'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2247'2.2 MI W FROM STERLINGTON.
 CQ2247'ABOUT 2.1 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM THE WEST END OF
 CQ2247'THE OUACHITA RIVER BRIDGE AT STERLINGTON, 193 FEET NORTH OF
 CQ2247'INTERSECTION OF BLACKTOP PARISH ROAD AND LOUISIANA HIGHWAY 2, 13 FEET
 CQ2247'WEST OF WOODS ROAD IN WOODS OWNED BY OLIN MATHIASON CORPORATION.  SET
 CQ2247'IN TOP OF CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.  A STEEL
 CQ2247'WITNESS POST IS SET 1.4 FEET SOUTHEAST OF MARK.  SECTION 13, T 20N, R
 CQ2247'3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2248 ***********************************************************************
 CQ2248  DESIGNATION -  56 V 111 LADTD
 CQ2248  PID         -  CQ2248
 CQ2248  STATE/COUNTY-  LA/UNION
 CQ2248  USGS QUAD   -  STERLINGTON (1994)
 CQ2248
 CQ2248                         *CURRENT SURVEY CONTROL
 CQ2248  ___________________________________________________________________
 CQ2248* NAD 83(1986)-  32 43 16.     (N)    092 07 08.     (W)     SCALED    
 CQ2248* NAVD 88     -        35.830  (meters)     117.55   (feet)  ADJUSTED  
 CQ2248  ___________________________________________________________________
 CQ2248  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2248  DYNAMIC HT  -          35.791 (meters)     117.42  (feet)  COMP
 CQ2248  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 CQ2248
 CQ2248  VERT ORDER  -  SECOND    CLASS I
 CQ2248
 CQ2248.The horizontal coordinates were scaled from a topographic map and have
 CQ2248.an estimated accuracy of +/- 6 seconds.
 CQ2248
 CQ2248.The orthometric height was determined by differential leveling
 CQ2248.and adjusted by the National Geodetic Survey in June 1991..
 CQ2248
 CQ2248.The geoid height was determined by GEOID03.
 CQ2248
 CQ2248.The dynamic height is computed by dividing the NAVD 88
 CQ2248.geopotential number by the normal gravity value computed on the
 CQ2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2248.degrees latitude (g = 980.6199 gals.).
 CQ2248
 CQ2248.The modeled gravity was interpolated from observed gravity values.
 CQ2248
 CQ2248;                    North         East    Units  Estimated Accuracy
 CQ2248;SPC LA N     -   246,340.    1,035,730.      MT  (+/- 180 meters Scaled)
 CQ2248
 CQ2248                          SUPERSEDED SURVEY CONTROL
 CQ2248
 CQ2248  NGVD 29 (??/??/??)   35.911  (m)          117.82   (f) ADJUSTED    2 1
 CQ2248
 CQ2248.Superseded values are not recommended for survey control.
 CQ2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2248.See file dsdata.txt to determine how the superseded data were derived.
 CQ2248
 CQ2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS825207(NAD 83)
 CQ2248_MARKER: DD = SURVEY DISK
 CQ2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2248_STAMPING: 56V111 1972
 CQ2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2248+STABILITY: SURFACE MOTION
 CQ2248
 CQ2248  HISTORY     - Date     Condition        Report By
 CQ2248  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2248
 CQ2248                          STATION DESCRIPTION
 CQ2248
 CQ2248'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2248'2.6 MI NW FROM STERLINGTON.
 CQ2248'ABOUT 2.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 2 FROM WEST END OF
 CQ2248'OUACHITA RIVER BRIDGE AT STERLINGTON, THENCE 0.1 MILE NORTH NORTH WEST
 CQ2248'ALONG LOUISIANA HIGHWAY 143, 171.5 FEET NORTHEAST FROM CENTERLINE OF
 CQ2248'LOUISIANA 143, 600 FEET NORTH OF INTERSECTION OF LOUISIANA HIGHWAY 2
 CQ2248'AND LOUISIANA HIGHWAY 143, 247 FEET EAST OF THE SOUTHEAST CORNER OF
 CQ2248'GROCERY STORE AND FILLING STATION, 125 FEET NORTHEAST OF POWER LINE.
 CQ2248'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND. A STEEL
 CQ2248'WITNESS POST IS SET 1.3 FEET SOUTH OF THE MARK. SECTION 13, T 20N, R
 CQ2248'3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2249 ***********************************************************************
 CQ2249  DESIGNATION -  56 V 112 LADTD
 CQ2249  PID         -  CQ2249
 CQ2249  STATE/COUNTY-  LA/UNION
 CQ2249  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ2249
 CQ2249                         *CURRENT SURVEY CONTROL
 CQ2249  ___________________________________________________________________
 CQ2249* NAD 83(1986)-  32 44 06.     (N)    092 07 38.     (W)     SCALED    
 CQ2249* NAVD 88     -        35.884  (meters)     117.73   (feet)  ADJUSTED  
 CQ2249  ___________________________________________________________________
 CQ2249  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2249  DYNAMIC HT  -          35.844 (meters)     117.60  (feet)  COMP
 CQ2249  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 CQ2249
 CQ2249  VERT ORDER  -  SECOND    CLASS I
 CQ2249
 CQ2249.The horizontal coordinates were scaled from a topographic map and have
 CQ2249.an estimated accuracy of +/- 6 seconds.
 CQ2249
 CQ2249.The orthometric height was determined by differential leveling
 CQ2249.and adjusted by the National Geodetic Survey in June 1991..
 CQ2249
 CQ2249.The geoid height was determined by GEOID03.
 CQ2249
 CQ2249.The dynamic height is computed by dividing the NAVD 88
 CQ2249.geopotential number by the normal gravity value computed on the
 CQ2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2249.degrees latitude (g = 980.6199 gals.).
 CQ2249
 CQ2249.The modeled gravity was interpolated from observed gravity values.
 CQ2249
 CQ2249;                    North         East    Units  Estimated Accuracy
 CQ2249;SPC LA N     -   247,880.    1,034,940.      MT  (+/- 180 meters Scaled)
 CQ2249
 CQ2249                          SUPERSEDED SURVEY CONTROL
 CQ2249
 CQ2249  NGVD 29 (??/??/??)   35.975  (m)          118.03   (f) ADJUSTED    2 1
 CQ2249
 CQ2249.Superseded values are not recommended for survey control.
 CQ2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2249.See file dsdata.txt to determine how the superseded data were derived.
 CQ2249
 CQ2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS817222(NAD 83)
 CQ2249_MARKER: DD = SURVEY DISK
 CQ2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2249_STAMPING: 56V112 1972
 CQ2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2249+STABILITY: SURFACE MOTION
 CQ2249
 CQ2249  HISTORY     - Date     Condition        Report By
 CQ2249  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2249
 CQ2249                          STATION DESCRIPTION
 CQ2249
 CQ2249'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2249'3.7 MI NW FROM STERLINGTON.
 CQ2249'ABOUT 2.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 2 FROM THE WEST END
 CQ2249'OF THE OUACHITA RIVER BRIDGE AT STERLINGTON TO THE INTERSECTION OF
 CQ2249'LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 143, THENCE 1.2 MILES
 CQ2249'NORTHWEST ALONG LOUISIANA HIGHWAY 143, 219 FEET NORTHEAST OF
 CQ2249'CENTERLINE OF LOUISIANA HIGHWAY 143, 173.5 FEET NORTHEAST OF A POWER
 CQ2249'LINE, 220 FEET NORTHEAST OF NORTH FORK OF Y MADE BY INTERSECTION OF
 CQ2249'PARISH ROAD RUNNING WEST AND LOUISIANA HIGHWAY 143, 360 FEET NORTHEAST
 CQ2249'OF PARISH ROAD RUNNING SOUTHEAST FROM LOUISIANA HIGHWAY 143, IN WOODS
 CQ2249'OWNED BY OLIN INDUSTRIES.  SET IN TOP OF A CONCRETE POST PROJECTING 2
 CQ2249'INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET EAST OF THE
 CQ2249'MARK.  SECTION 2, T 20N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2250 ***********************************************************************
 CQ2250  DESIGNATION -  56 V 113 LADTD
 CQ2250  PID         -  CQ2250
 CQ2250  STATE/COUNTY-  LA/UNION
 CQ2250  USGS QUAD   -  HAILE (1988)
 CQ2250
 CQ2250                         *CURRENT SURVEY CONTROL
 CQ2250  ___________________________________________________________________
 CQ2250* NAD 83(1986)-  32 45 00.     (N)    092 08 00.     (W)     SCALED    
 CQ2250* NAVD 88     -        36.233  (meters)     118.87   (feet)  ADJUSTED  
 CQ2250  ___________________________________________________________________
 CQ2250  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2250  DYNAMIC HT  -          36.194 (meters)     118.75  (feet)  COMP
 CQ2250  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 CQ2250
 CQ2250  VERT ORDER  -  SECOND    CLASS I
 CQ2250
 CQ2250.The horizontal coordinates were scaled from a topographic map and have
 CQ2250.an estimated accuracy of +/- 6 seconds.
 CQ2250
 CQ2250.The orthometric height was determined by differential leveling
 CQ2250.and adjusted by the National Geodetic Survey in June 1991..
 CQ2250
 CQ2250.The geoid height was determined by GEOID03.
 CQ2250
 CQ2250.The dynamic height is computed by dividing the NAVD 88
 CQ2250.geopotential number by the normal gravity value computed on the
 CQ2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2250.degrees latitude (g = 980.6199 gals.).
 CQ2250
 CQ2250.The modeled gravity was interpolated from observed gravity values.
 CQ2250
 CQ2250;                    North         East    Units  Estimated Accuracy
 CQ2250;SPC LA N     -   249,540.    1,034,360.      MT  (+/- 180 meters Scaled)
 CQ2250
 CQ2250                          SUPERSEDED SURVEY CONTROL
 CQ2250
 CQ2250  NGVD 29 (??/??/??)   36.324  (m)          119.17   (f) ADJUSTED    2 1
 CQ2250
 CQ2250.Superseded values are not recommended for survey control.
 CQ2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2250.See file dsdata.txt to determine how the superseded data were derived.
 CQ2250
 CQ2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS811239(NAD 83)
 CQ2250_MARKER: DD = SURVEY DISK
 CQ2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2250_STAMPING: 56V113 1972
 CQ2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2250+STABILITY: SURFACE MOTION
 CQ2250
 CQ2250  HISTORY     - Date     Condition        Report By
 CQ2250  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2250  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CQ2250
 CQ2250                          STATION DESCRIPTION
 CQ2250
 CQ2250'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2250'4.9 MI NW FROM STERLINGTON.
 CQ2250'ABOUT 2.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 2 FROM WEST END OF
 CQ2250'THE OUACHITA RIVER BRIDGE AT STERLINGTON TO THE INTERSECTION OF
 CQ2250'LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 143, ON NORTH END OF SPENCER
 CQ2250'SCHOOL GROUND, 2.9 FEET SOUTH OF CHAIN LINK FENCE, 129 FEET WEST OF
 CQ2250'NORTHWEST CORNER OF CHAIN LINK FENCE, 129 FEET WEST OF POWER LINE, 0.6
 CQ2250'MILES NORTH OF COMMUNITY OF SPENCER.  SET IN TOP OF A CONCRETE POST
 CQ2250'PROJECTING 1 INCH ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.4 FEET
 CQ2250'EAST OF THE MARK.  SECTION 2, T 20N, R 3E.
 CQ2250
 CQ2250                          STATION RECOVERY (1989)
 CQ2250
 CQ2250'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEF)
 CQ2250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2251 ***********************************************************************
 CQ2251  DESIGNATION -  56 V 114 LADTD
 CQ2251  PID         -  CQ2251
 CQ2251  STATE/COUNTY-  LA/UNION
 CQ2251  USGS QUAD   -  HAILE (1988)
 CQ2251
 CQ2251                         *CURRENT SURVEY CONTROL
 CQ2251  ___________________________________________________________________
 CQ2251* NAD 83(1986)-  32 45 48.     (N)    092 08 06.     (W)     SCALED    
 CQ2251* NAVD 88     -        40.604  (meters)     133.22   (feet)  ADJUSTED  
 CQ2251  ___________________________________________________________________
 CQ2251  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2251  DYNAMIC HT  -          40.559 (meters)     133.07  (feet)  COMP
 CQ2251  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 CQ2251
 CQ2251  VERT ORDER  -  SECOND    CLASS I
 CQ2251
 CQ2251.The horizontal coordinates were scaled from a topographic map and have
 CQ2251.an estimated accuracy of +/- 6 seconds.
 CQ2251
 CQ2251.The orthometric height was determined by differential leveling
 CQ2251.and adjusted by the National Geodetic Survey in June 1991..
 CQ2251
 CQ2251.The geoid height was determined by GEOID03.
 CQ2251
 CQ2251.The dynamic height is computed by dividing the NAVD 88
 CQ2251.geopotential number by the normal gravity value computed on the
 CQ2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2251.degrees latitude (g = 980.6199 gals.).
 CQ2251
 CQ2251.The modeled gravity was interpolated from observed gravity values.
 CQ2251
 CQ2251;                    North         East    Units  Estimated Accuracy
 CQ2251;SPC LA N     -   251,020.    1,034,200.      MT  (+/- 180 meters Scaled)
 CQ2251
 CQ2251                          SUPERSEDED SURVEY CONTROL
 CQ2251
 CQ2251  NGVD 29 (??/??/??)   40.694  (m)          133.51   (f) ADJUSTED    2 1
 CQ2251
 CQ2251.Superseded values are not recommended for survey control.
 CQ2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2251.See file dsdata.txt to determine how the superseded data were derived.
 CQ2251
 CQ2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS810253(NAD 83)
 CQ2251_MARKER: DB = BENCH MARK DISK
 CQ2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2251_STAMPING: 56V114 1972
 CQ2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2251+STABILITY: SURFACE MOTION
 CQ2251
 CQ2251  HISTORY     - Date     Condition        Report By
 CQ2251  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2251  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2251
 CQ2251                          STATION DESCRIPTION
 CQ2251
 CQ2251'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2251'5.8 MI NW FROM STERLINGTON.
 CQ2251'ABOUT 2.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 2 FROM WEST END OF
 CQ2251'OUACHITA RIVER BRIDGE AT STERLINGTON TO INTERSECTION OF LOUISIANA
 CQ2251'HIGHWAY 2 AND LOUISIANA HIGHWAY 143, THENCE 3.3 MILES NORTH ALONG
 CQ2251'LOUISIANA HIGHWAY 143, 286 FEET WEST OF CENTERLINE OF LOUISIANA
 CQ2251'HIGHWAY 143 AT OLD HOUSE PLACE, 109 FEET WEST OF SOUTH END OF CIRCLE
 CQ2251'DRIVE, 200 FEET NORTHWEST OF 12 FOOT GRAVEL ROAD, 7.9 FEET WEST OF AN
 CQ2251'ABANDONED GAS WELL, 14 FEET NORTHWEST OF 32 INCH RED OAK TREE, 48 FEET
 CQ2251'SOUTHWEST OF 36 INCH RED OAK TREE, 28 FEET SOUTH OF OLD FENCE CORNER,
 CQ2251'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CQ2251'GROUND.  A STEEL WITNESS POST IS SET 1.6 FEET WEST OF THE MARK.
 CQ2251'SECTION 2, T 20N, R 3E.
 CQ2251
 CQ2251                          STATION RECOVERY (1990)
 CQ2251
 CQ2251'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ2251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2252 ***********************************************************************
 CQ2252  DESIGNATION -  56 V 115 LADTD
 CQ2252  PID         -  CQ2252
 CQ2252  STATE/COUNTY-  LA/UNION
 CQ2252  USGS QUAD   -  HAILE (1988)
 CQ2252
 CQ2252                         *CURRENT SURVEY CONTROL
 CQ2252  ___________________________________________________________________
 CQ2252* NAD 83(1986)-  32 46 46.     (N)    092 08 12.     (W)     SCALED    
 CQ2252* NAVD 88     -        42.887  (meters)     140.71   (feet)  ADJUSTED  
 CQ2252  ___________________________________________________________________
 CQ2252  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2252  DYNAMIC HT  -          42.840 (meters)     140.55  (feet)  COMP
 CQ2252  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 CQ2252
 CQ2252  VERT ORDER  -  SECOND    CLASS I
 CQ2252
 CQ2252.The horizontal coordinates were scaled from a topographic map and have
 CQ2252.an estimated accuracy of +/- 6 seconds.
 CQ2252
 CQ2252.The orthometric height was determined by differential leveling
 CQ2252.and adjusted by the National Geodetic Survey in June 1991..
 CQ2252
 CQ2252.The geoid height was determined by GEOID03.
 CQ2252
 CQ2252.The dynamic height is computed by dividing the NAVD 88
 CQ2252.geopotential number by the normal gravity value computed on the
 CQ2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2252.degrees latitude (g = 980.6199 gals.).
 CQ2252
 CQ2252.The modeled gravity was interpolated from observed gravity values.
 CQ2252
 CQ2252;                    North         East    Units  Estimated Accuracy
 CQ2252;SPC LA N     -   252,800.    1,034,040.      MT  (+/- 180 meters Scaled)
 CQ2252
 CQ2252                          SUPERSEDED SURVEY CONTROL
 CQ2252
 CQ2252  NGVD 29 (??/??/??)   42.978  (m)          141.00   (f) ADJUSTED    2 1
 CQ2252
 CQ2252.Superseded values are not recommended for survey control.
 CQ2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2252.See file dsdata.txt to determine how the superseded data were derived.
 CQ2252
 CQ2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS808271(NAD 83)
 CQ2252_MARKER: DD = SURVEY DISK
 CQ2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2252_STAMPING: 56V115 1972
 CQ2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2252+STABILITY: SURFACE MOTION
 CQ2252
 CQ2252  HISTORY     - Date     Condition        Report By
 CQ2252  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2252  HISTORY     - 1989     GOOD             USPSQD
 CQ2252
 CQ2252                          STATION DESCRIPTION
 CQ2252
 CQ2252'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2252'7.0 MI NW FROM STERLINGTON.
 CQ2252'ABOUT 2.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 2 FROM THE WEST END
 CQ2252'OF THE OUACHITA RIVER BRIDGE AT STERLINGTON TO THE INTERSECTION OF
 CQ2252'LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 143, THENCE 4.5 MILES NORTH
 CQ2252'ALONG LOUISIANA HIGHWAY 143, 234 FEET SOUTHEAST OF INTERSECTION OF
 CQ2252'LOUISIANA HIGHWAY 143 AND GRAVEL ROAD TO THE IRON BRIDGE HUNTING CLUB,
 CQ2252'122.5 FEET EAST OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD, 65
 CQ2252'FEET SOUTHEAST OF CENTERLINE OF CATTLE GUARD ACROSS GRAVEL ROAD INTO
 CQ2252'IRON BRIDGE HUNTING CLUB, 127 FEET SOUTHEAST OF FENCE CORNER. SET IN
 CQ2252'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND. A STEEL WITNESS
 CQ2252'POST IS SET 1.5 FEET SOUTHWEST OF THE MARK. SECTION 26, T 21N, R 3E.
 CQ2252
 CQ2252                          STATION RECOVERY (1989)
 CQ2252
 CQ2252'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRF)
 CQ2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2256 ***********************************************************************
 CQ2256  DESIGNATION -  56 V 116 LADTD
 CQ2256  PID         -  CQ2256
 CQ2256  STATE/COUNTY-  LA/UNION
 CQ2256  USGS QUAD   -  HAILE (1988)
 CQ2256
 CQ2256                         *CURRENT SURVEY CONTROL
 CQ2256  ___________________________________________________________________
 CQ2256* NAD 83(1986)-  32 47 32.     (N)    092 08 12.     (W)     SCALED    
 CQ2256* NAVD 88     -        46.974  (meters)     154.11   (feet)  ADJUSTED  
 CQ2256  ___________________________________________________________________
 CQ2256  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2256  DYNAMIC HT  -          46.923 (meters)     153.95  (feet)  COMP
 CQ2256  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 CQ2256
 CQ2256  VERT ORDER  -  SECOND    CLASS I
 CQ2256
 CQ2256.The horizontal coordinates were scaled from a topographic map and have
 CQ2256.an estimated accuracy of +/- 6 seconds.
 CQ2256
 CQ2256.The orthometric height was determined by differential leveling
 CQ2256.and adjusted by the National Geodetic Survey in June 1991..
 CQ2256
 CQ2256.The geoid height was determined by GEOID03.
 CQ2256
 CQ2256.The dynamic height is computed by dividing the NAVD 88
 CQ2256.geopotential number by the normal gravity value computed on the
 CQ2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2256.degrees latitude (g = 980.6199 gals.).
 CQ2256
 CQ2256.The modeled gravity was interpolated from observed gravity values.
 CQ2256
 CQ2256;                    North         East    Units  Estimated Accuracy
 CQ2256;SPC LA N     -   254,220.    1,034,040.      MT  (+/- 180 meters Scaled)
 CQ2256
 CQ2256                          SUPERSEDED SURVEY CONTROL
 CQ2256
 CQ2256  NGVD 29 (??/??/??)   47.065  (m)          154.41   (f) ADJUSTED    2 1
 CQ2256
 CQ2256.Superseded values are not recommended for survey control.
 CQ2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2256.See file dsdata.txt to determine how the superseded data were derived.
 CQ2256
 CQ2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS808285(NAD 83)
 CQ2256_MARKER: DD = SURVEY DISK
 CQ2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2256_STAMPING: 56V116 1972
 CQ2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2256+STABILITY: SURFACE MOTION
 CQ2256
 CQ2256  HISTORY     - Date     Condition        Report By
 CQ2256  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2256
 CQ2256                          STATION DESCRIPTION
 CQ2256
 CQ2256'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2256'7.8 MI NW FROM STERLINGTON.
 CQ2256'ABOUT 2.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 2 FROM THE WEST END
 CQ2256'OF THE OUACHITA RIVER BRIDGE AT STERLINGTON TO THE INTERSECTION OF
 CQ2256'LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 143, THENCE 5.3 MILES NORTH
 CQ2256'ALONG LOUISIANA HIGHWAY 143, AT THE TOP OF A HILL, 146 FEET WEST OF
 CQ2256'THE CENTERLINE OF LOUISIANA HIGHWAY 143, 264 FEET WEST OF THE
 CQ2256'CENTERLINE OF THE MISSOURI PACIFIC RAILROAD TRACK, 99 FEET WEST OF A
 CQ2256'POWER LINE, 73 FEET WEST OF A BARBED WIRE FENCE, ON THE EAST EDGE OF A
 CQ2256'KNOLL IN WOODS OWNED BY OLIN INDUSTRIES, 146 FEET WEST OF THE
 CQ2256'CENTERLINE OF LOUISIANA HIGHWAY 143 AT A POINT 200 FEET SOUTH OF THE
 CQ2256'NORTH END OF A REVERSE CURVE.  SET IN THE TOP OF A CONCRETE POST
 CQ2256'PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.2
 CQ2256'FEET SOUTH OF THE MARK.  SECTION 23, T 21N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2257 ***********************************************************************
 CQ2257  DESIGNATION -  56 V 117 LADTD
 CQ2257  PID         -  CQ2257
 CQ2257  STATE/COUNTY-  LA/UNION
 CQ2257  USGS QUAD   -  HAILE (1988)
 CQ2257
 CQ2257                         *CURRENT SURVEY CONTROL
 CQ2257  ___________________________________________________________________
 CQ2257* NAD 83(1986)-  32 48 30.     (N)    092 08 24.     (W)     SCALED    
 CQ2257* NAVD 88     -        44.013  (meters)     144.40   (feet)  ADJUSTED  
 CQ2257  ___________________________________________________________________
 CQ2257  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2257  DYNAMIC HT  -          43.965 (meters)     144.24  (feet)  COMP
 CQ2257  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 CQ2257
 CQ2257  VERT ORDER  -  SECOND    CLASS I
 CQ2257
 CQ2257.The horizontal coordinates were scaled from a topographic map and have
 CQ2257.an estimated accuracy of +/- 6 seconds.
 CQ2257
 CQ2257.The orthometric height was determined by differential leveling
 CQ2257.and adjusted by the National Geodetic Survey in June 1991..
 CQ2257
 CQ2257.The geoid height was determined by GEOID03.
 CQ2257
 CQ2257.The dynamic height is computed by dividing the NAVD 88
 CQ2257.geopotential number by the normal gravity value computed on the
 CQ2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2257.degrees latitude (g = 980.6199 gals.).
 CQ2257
 CQ2257.The modeled gravity was interpolated from observed gravity values.
 CQ2257
 CQ2257;                    North         East    Units  Estimated Accuracy
 CQ2257;SPC LA N     -   256,000.    1,033,720.      MT  (+/- 180 meters Scaled)
 CQ2257
 CQ2257                          SUPERSEDED SURVEY CONTROL
 CQ2257
 CQ2257  NGVD 29 (??/??/??)   44.104  (m)          144.70   (f) ADJUSTED    2 1
 CQ2257
 CQ2257.Superseded values are not recommended for survey control.
 CQ2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2257.See file dsdata.txt to determine how the superseded data were derived.
 CQ2257
 CQ2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS805303(NAD 83)
 CQ2257_MARKER: DD = SURVEY DISK
 CQ2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2257_STAMPING: 56V117 1972
 CQ2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2257+STABILITY: SURFACE MOTION
 CQ2257
 CQ2257  HISTORY     - Date     Condition        Report By
 CQ2257  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2257
 CQ2257                          STATION DESCRIPTION
 CQ2257
 CQ2257'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2257'8.8 MI NW FROM STERLINGTON.
 CQ2257'ABOUT 2.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 2 FROM THE WEST END
 CQ2257'OF THE OUACHITA RIVER BRIDGE AT STERLINGTON TO THE INTERSECTION OF
 CQ2257'LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 143, THENCE 6.3 MILES NORTH
 CQ2257'ALONG LOUISIANA HIGHWAY 143, 150 FEET WEST OF THE CENTERLINE OF
 CQ2257'LOUISIANA HIGHWAY 143 IN WOODS OWNED BY OLIN INDUSTRIES, 115 FEET WEST
 CQ2257'OF LOUISIANA POWER AND LIGHT POWER LINE, 93 FEET WEST OF BARBED WIRE
 CQ2257'FENCE, 27 FEET SOUTH OF WOODS ROAD, ON NORTH SIDE OF SMALL KNOLL. SET
 CQ2257'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND. A STEEL
 CQ2257'WITNESS POST IS SET 1.4 FEET NORTH OF THE MARK. SECTION 14, T 21N, R
 CQ2257'3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2258 ***********************************************************************
 CQ2258  DESIGNATION -  56 V 118 LADTD
 CQ2258  PID         -  CQ2258
 CQ2258  STATE/COUNTY-  LA/UNION
 CQ2258  USGS QUAD   -  HAILE (1988)
 CQ2258
 CQ2258                         *CURRENT SURVEY CONTROL
 CQ2258  ___________________________________________________________________
 CQ2258* NAD 83(1986)-  32 49 24.     (N)    092 08 42.     (W)     SCALED    
 CQ2258* NAVD 88     -        40.360  (meters)     132.41   (feet)  ADJUSTED  
 CQ2258  ___________________________________________________________________
 CQ2258  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2258  DYNAMIC HT  -          40.316 (meters)     132.27  (feet)  COMP
 CQ2258  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 CQ2258
 CQ2258  VERT ORDER  -  SECOND    CLASS I
 CQ2258
 CQ2258.The horizontal coordinates were scaled from a topographic map and have
 CQ2258.an estimated accuracy of +/- 6 seconds.
 CQ2258
 CQ2258.The orthometric height was determined by differential leveling
 CQ2258.and adjusted by the National Geodetic Survey in June 1991..
 CQ2258
 CQ2258.The geoid height was determined by GEOID03.
 CQ2258
 CQ2258.The dynamic height is computed by dividing the NAVD 88
 CQ2258.geopotential number by the normal gravity value computed on the
 CQ2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2258.degrees latitude (g = 980.6199 gals.).
 CQ2258
 CQ2258.The modeled gravity was interpolated from observed gravity values.
 CQ2258
 CQ2258;                    North         East    Units  Estimated Accuracy
 CQ2258;SPC LA N     -   257,670.    1,033,240.      MT  (+/- 180 meters Scaled)
 CQ2258
 CQ2258                          SUPERSEDED SURVEY CONTROL
 CQ2258
 CQ2258  NGVD 29 (??/??/??)   40.451  (m)          132.71   (f) ADJUSTED    2 1
 CQ2258
 CQ2258.Superseded values are not recommended for survey control.
 CQ2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2258.See file dsdata.txt to determine how the superseded data were derived.
 CQ2258
 CQ2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS800320(NAD 83)
 CQ2258_MARKER: DD = SURVEY DISK
 CQ2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2258_STAMPING: 56V118 1972
 CQ2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2258+STABILITY: SURFACE MOTION
 CQ2258
 CQ2258  HISTORY     - Date     Condition        Report By
 CQ2258  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2258
 CQ2258                          STATION DESCRIPTION
 CQ2258
 CQ2258'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2258'9.8 MI NW FROM STERLINGTON.
 CQ2258'ABOUT 2.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 2 FROM THE WEST END
 CQ2258'OF THE OUACHITA RIVER BRIDGE AT STERLINGTON TO THE INTERSECTION OF
 CQ2258'LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 143, THENCE 7.3 MILES ALONG
 CQ2258'LOUISIANA HIGHWAY 143, 127 FEET EAST OF THE CENTERLINE OF LOUISIANA
 CQ2258'HIGHWAY 143 IN THE CENTER OF A CURVE, 21 FEET NORTH OF THE CENTERLINE
 CQ2258'OF A UNITED GAS PIPE LINE, 6 FEET NORTH OF UNITED GAS RIGHT OF WAY, 53
 CQ2258'FEET WEST OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD TRACK, 23
 CQ2258'FEET NORTHWEST OF VENT ON GAS LINE.  SET IN TOP OF CONCRETE POST
 CQ2258'PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1.2
 CQ2258'FEET SOUTH OF THE MARK.  SECTION 10, T 21N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2259 ***********************************************************************
 CQ2259  DESIGNATION -  56 V 119 LADTD
 CQ2259  PID         -  CQ2259
 CQ2259  STATE/COUNTY-  LA/UNION
 CQ2259  USGS QUAD   -  HAILE (1988)
 CQ2259
 CQ2259                         *CURRENT SURVEY CONTROL
 CQ2259  ___________________________________________________________________
 CQ2259* NAD 83(1986)-  32 50 06.     (N)    092 09 46.     (W)     SCALED    
 CQ2259* NAVD 88     -        44.507  (meters)     146.02   (feet)  ADJUSTED  
 CQ2259  ___________________________________________________________________
 CQ2259  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ2259  DYNAMIC HT  -          44.459 (meters)     145.86  (feet)  COMP
 CQ2259  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CQ2259
 CQ2259  VERT ORDER  -  SECOND    CLASS I
 CQ2259
 CQ2259.The horizontal coordinates were scaled from a topographic map and have
 CQ2259.an estimated accuracy of +/- 6 seconds.
 CQ2259
 CQ2259.The orthometric height was determined by differential leveling
 CQ2259.and adjusted by the National Geodetic Survey in June 1991..
 CQ2259
 CQ2259.The geoid height was determined by GEOID03.
 CQ2259
 CQ2259.The dynamic height is computed by dividing the NAVD 88
 CQ2259.geopotential number by the normal gravity value computed on the
 CQ2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2259.degrees latitude (g = 980.6199 gals.).
 CQ2259
 CQ2259.The modeled gravity was interpolated from observed gravity values.
 CQ2259
 CQ2259;                    North         East    Units  Estimated Accuracy
 CQ2259;SPC LA N     -   258,960.    1,031,570.      MT  (+/- 180 meters Scaled)
 CQ2259
 CQ2259                          SUPERSEDED SURVEY CONTROL
 CQ2259
 CQ2259  NGVD 29 (??/??/??)   44.598  (m)          146.32   (f) ADJUSTED    2 1
 CQ2259
 CQ2259.Superseded values are not recommended for survey control.
 CQ2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2259.See file dsdata.txt to determine how the superseded data were derived.
 CQ2259
 CQ2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS783333(NAD 83)
 CQ2259_MARKER: DD = SURVEY DISK
 CQ2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2259_STAMPING: 56V119 1972
 CQ2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2259+STABILITY: SURFACE MOTION
 CQ2259
 CQ2259  HISTORY     - Date     Condition        Report By
 CQ2259  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2259
 CQ2259                          STATION DESCRIPTION
 CQ2259
 CQ2259'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2259'6.5 MI SE FROM MARION.
 CQ2259'ABOUT 6.5 MILES SOUTHEAST ALONG LOUISIANA 143 FROM INTERSECTION OF
 CQ2259'LOUISIANA 33 AND 143, IN MARION, 165.5 FEET SOUTHWEST FROM CENTERLINE
 CQ2259'OF LOUISIANA 143, 136.5 FEET SOUTHWEST OF POWER LINE, 73.7 FEET NORTH
 CQ2259'OF NORTHWEST CORNER BRICK RESIDENCE OF W. B. HAILE, JR., 67.2 FEET
 CQ2259'NORTHWEST OF CENTERLINE CONCRETE CIRCLE DRIVE.  0.9 MILES NORTHWEST
 CQ2259'ALONG LOUISIANA HIGHWAY 143 FROM COMMUNITY OF HAILE.  SET IN TOP OF A
 CQ2259'CONCRETE POST PROJECTING 0 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CQ2259'POST IS SET 1.4 FEET NORTHWEST OF THE MARK.  SECTION 4, T 21N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0241 ***********************************************************************
 CQ0241  DESIGNATION -  56 V 12 LADH
 CQ0241  PID         -  CQ0241
 CQ0241  STATE/COUNTY-  LA/UNION
 CQ0241  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0241
 CQ0241                         *CURRENT SURVEY CONTROL
 CQ0241  ___________________________________________________________________
 CQ0241* NAD 83(1986)-  32 37 38.     (N)    092 24 52.     (W)     SCALED    
 CQ0241* NAVD 88     -        78.204  (meters)     256.57   (feet)  ADJUSTED  
 CQ0241  ___________________________________________________________________
 CQ0241  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ0241  DYNAMIC HT  -          78.117 (meters)     256.29  (feet)  COMP
 CQ0241  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CQ0241
 CQ0241  VERT ORDER  -  SECOND    CLASS 0
 CQ0241
 CQ0241.The horizontal coordinates were scaled from a topographic map and have
 CQ0241.an estimated accuracy of +/- 6 seconds.
 CQ0241
 CQ0241.The orthometric height was determined by differential leveling
 CQ0241.and adjusted by the National Geodetic Survey in June 1991..
 CQ0241
 CQ0241.The geoid height was determined by GEOID03.
 CQ0241
 CQ0241.The dynamic height is computed by dividing the NAVD 88
 CQ0241.geopotential number by the normal gravity value computed on the
 CQ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0241.degrees latitude (g = 980.6199 gals.).
 CQ0241
 CQ0241.The modeled gravity was interpolated from observed gravity values.
 CQ0241
 CQ0241;                    North         East    Units  Estimated Accuracy
 CQ0241;SPC LA N     -   235,870.    1,008,030.      MT  (+/- 180 meters Scaled)
 CQ0241
 CQ0241                          SUPERSEDED SURVEY CONTROL
 CQ0241
 CQ0241  NGVD 29 (??/??/??)   78.284  (m)          256.84   (f) ADJUSTED    2 0
 CQ0241
 CQ0241.Superseded values are not recommended for survey control.
 CQ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0241.See file dsdata.txt to determine how the superseded data were derived.
 CQ0241
 CQ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS549101(NAD 83)
 CQ0241_MARKER: DE = TRAVERSE STATION DISK
 CQ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0241_STAMPING: 56V12 1968
 CQ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0241+STABILITY: SURFACE MOTION
 CQ0241
 CQ0241  HISTORY     - Date     Condition        Report By
 CQ0241  HISTORY     - 1968     MONUMENTED       LADH
 CQ0241  HISTORY     - 1968     GOOD             LADH
 CQ0241  HISTORY     - 1983     GOOD             LADTD
 CQ0241  HISTORY     - 1990     GOOD             USPSQD
 CQ0241  HISTORY     - 19970211 GOOD             USPSQD
 CQ0241
 CQ0241                          STATION DESCRIPTION
 CQ0241
 CQ0241'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0241'13.5 MI S FROM FARMERVILLE.
 CQ0241'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0241'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0241'15 FOR 7.2 MILES, THENCE SOUTHWEST ALONG STATE HIGHWAY 145 FOR 3.6
 CQ0241'MILES TO THE MARK ON THE RIGHT.  IT IS 102 FEET WEST OF THE CENTER OF
 CQ0241'THE INTERSECTION OF STATE HIGHWAY 145 AND STATE HIGHWAY 151, 78 FEET
 CQ0241'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 145, 59 FEET EAST OF THE
 CQ0241'NORTHWEST CORNER OF CALHOUNS STORE IN DOWNSVILLE, AND 3 FEET NORTHWEST
 CQ0241'OF A STEEL WITNESS POST.  IT IS AN LDH AND C AND GS TRAVERSE DISK
 CQ0241'STAMPED 56V12 1968, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CQ0241'GROUND.  NOTE-- THE DISK IS LOCATED 0.5 MILES NORTHEAST OF BM A 644
 CQ0241'(LDH).
 CQ0241
 CQ0241                          STATION RECOVERY (1983)
 CQ0241
 CQ0241'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0241'RECOVERED IN GOOD CONDITION.
 CQ0241
 CQ0241                          STATION RECOVERY (1990)
 CQ0241
 CQ0241'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ0241'RECOVERED IN GOOD CONDITION.
 CQ0241
 CQ0241                          STATION RECOVERY (1997)
 CQ0241
 CQ0241'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2260 ***********************************************************************
 CQ2260  DESIGNATION -  56 V 120 LADTD
 CQ2260  PID         -  CQ2260
 CQ2260  STATE/COUNTY-  LA/UNION
 CQ2260  USGS QUAD   -  HAILE (1988)
 CQ2260
 CQ2260                         *CURRENT SURVEY CONTROL
 CQ2260  ___________________________________________________________________
 CQ2260* NAD 83(1986)-  32 50 18.     (N)    092 10 48.     (W)     SCALED    
 CQ2260* NAVD 88     -        47.292  (meters)     155.16   (feet)  ADJUSTED  
 CQ2260  ___________________________________________________________________
 CQ2260  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ2260  DYNAMIC HT  -          47.240 (meters)     154.99  (feet)  COMP
 CQ2260  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 CQ2260
 CQ2260  VERT ORDER  -  SECOND    CLASS I
 CQ2260
 CQ2260.The horizontal coordinates were scaled from a topographic map and have
 CQ2260.an estimated accuracy of +/- 6 seconds.
 CQ2260
 CQ2260.The orthometric height was determined by differential leveling
 CQ2260.and adjusted by the National Geodetic Survey in June 1991..
 CQ2260
 CQ2260.The geoid height was determined by GEOID03.
 CQ2260
 CQ2260.The dynamic height is computed by dividing the NAVD 88
 CQ2260.geopotential number by the normal gravity value computed on the
 CQ2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2260.degrees latitude (g = 980.6199 gals.).
 CQ2260
 CQ2260.The modeled gravity was interpolated from observed gravity values.
 CQ2260
 CQ2260;                    North         East    Units  Estimated Accuracy
 CQ2260;SPC LA N     -   259,320.    1,029,960.      MT  (+/- 180 meters Scaled)
 CQ2260
 CQ2260                          SUPERSEDED SURVEY CONTROL
 CQ2260
 CQ2260  NGVD 29 (??/??/??)   47.383  (m)          155.46   (f) ADJUSTED    2 1
 CQ2260
 CQ2260.Superseded values are not recommended for survey control.
 CQ2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2260.See file dsdata.txt to determine how the superseded data were derived.
 CQ2260
 CQ2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS767336(NAD 83)
 CQ2260_MARKER: DD = SURVEY DISK
 CQ2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2260_STAMPING: 56V120 1972
 CQ2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2260+STABILITY: SURFACE MOTION
 CQ2260
 CQ2260  HISTORY     - Date     Condition        Report By
 CQ2260  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2260
 CQ2260                          STATION DESCRIPTION
 CQ2260
 CQ2260'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2260'5.5 MI SE FROM MARION.
 CQ2260'ABOUT 5.5 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 143 FROM
 CQ2260'INTERSECTION OF LOUISIANA 33 AND 143 IN MARION.  157 FEET SOUTHWEST OF
 CQ2260'CENTERLINE OF LOUISIANA 143 IN LANE BETWEEN TWO FENCES, 1.4 FEET
 CQ2260'SOUTHEAST COMMON MESH AND BARBED WIRE FENCE, 48 FEET NORTHWEST OF 12
 CQ2260'FOOT GRAVEL DRIVE, 125 FEET SOUTHWEST OF FENCE CORNER, 65 FEET
 CQ2260'NORTHWEST OF COMMON MESH AND BARBED WIRE FENCE.  1.0 MILES SOUTH OF
 CQ2260'COMMUNITY OF LINVILLE.  SET IN TOP OF A CONCRETE POST PROJECTING 2
 CQ2260'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.3 FEET
 CQ2260'NORTHWEST OF THE MARK.  SECTION 5, T 21N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2261 ***********************************************************************
 CQ2261  DESIGNATION -  56 V 121 LADTD
 CQ2261  PID         -  CQ2261
 CQ2261  STATE/COUNTY-  LA/UNION
 CQ2261  USGS QUAD   -  HAILE (1988)
 CQ2261
 CQ2261                         *CURRENT SURVEY CONTROL
 CQ2261  ___________________________________________________________________
 CQ2261* NAD 83(1986)-  32 50 46.     (N)    092 11 50.     (W)     SCALED    
 CQ2261* NAVD 88     -        50.829  (meters)     166.76   (feet)  ADJUSTED  
 CQ2261  ___________________________________________________________________
 CQ2261  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2261  DYNAMIC HT  -          50.773 (meters)     166.58  (feet)  COMP
 CQ2261  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 CQ2261
 CQ2261  VERT ORDER  -  SECOND    CLASS I
 CQ2261
 CQ2261.The horizontal coordinates were scaled from a topographic map and have
 CQ2261.an estimated accuracy of +/- 6 seconds.
 CQ2261
 CQ2261.The orthometric height was determined by differential leveling
 CQ2261.and adjusted by the National Geodetic Survey in June 1991..
 CQ2261
 CQ2261.The geoid height was determined by GEOID03.
 CQ2261
 CQ2261.The dynamic height is computed by dividing the NAVD 88
 CQ2261.geopotential number by the normal gravity value computed on the
 CQ2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2261.degrees latitude (g = 980.6199 gals.).
 CQ2261
 CQ2261.The modeled gravity was interpolated from observed gravity values.
 CQ2261
 CQ2261;                    North         East    Units  Estimated Accuracy
 CQ2261;SPC LA N     -   260,180.    1,028,350.      MT  (+/- 180 meters Scaled)
 CQ2261
 CQ2261                          SUPERSEDED SURVEY CONTROL
 CQ2261
 CQ2261  NGVD 29 (??/??/??)   50.920  (m)          167.06   (f) ADJUSTED    2 1
 CQ2261
 CQ2261.Superseded values are not recommended for survey control.
 CQ2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2261.See file dsdata.txt to determine how the superseded data were derived.
 CQ2261
 CQ2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS751345(NAD 83)
 CQ2261_MARKER: DD = SURVEY DISK
 CQ2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2261_STAMPING: 56V121 1972
 CQ2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2261+STABILITY: SURFACE MOTION
 CQ2261
 CQ2261  HISTORY     - Date     Condition        Report By
 CQ2261  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2261  HISTORY     - 1983     MARK NOT FOUND   USGS
 CQ2261
 CQ2261                          STATION DESCRIPTION
 CQ2261
 CQ2261'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2261'4.5 MI SW FROM MARION.
 CQ2261'ABOUT 4.5 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 143 FROM THE
 CQ2261'INTERSECTION OF LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 143 IN
 CQ2261'MARION, 147 FEET NORTHEAST OF CENTERLINE OF LOUISIANA HIGHWAY 143,
 CQ2261'INSIDE LINVILLE SCHOOL YARD, 1.2 FEET EAST OF CHAIN LINK FENCE, 165
 CQ2261'FEET NORTH OF 10 FOOT GRAVEL DRIVE GOING INTO SCHOOL YARD, 1.2 FEET
 CQ2261'FROM FENCE CORNER WHERE MESH WIRE FENCE RUNS WEST FROM CHAIN LINK
 CQ2261'FENCE, 253.5 FEET NORTHWEST OF SOUTHWEST CORNER OF FRAME BUILDING USED
 CQ2261'AS CLASSROOM, 62 FEET NORTH OF NORTHWEST CORNER OF 50 X 24 FOOT FRAME
 CQ2261'BUILDING THAT BELONGS TO THE LINVILLE CONGREGATIONAL CHRISTIAN CHURCH.
 CQ2261'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND. A STEEL
 CQ2261'WITNESS POST IS SET 1.2 FEET EAST OF THE MARK. SECTION 6, T 21N, R 3E.
 CQ2261
 CQ2261                          STATION RECOVERY (1983)
 CQ2261
 CQ2261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CQ2261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2262 ***********************************************************************
 CQ2262  DESIGNATION -  56 V 122 LADTD
 CQ2262  PID         -  CQ2262
 CQ2262  STATE/COUNTY-  LA/UNION
 CQ2262  USGS QUAD   -  HAILE (1988)
 CQ2262
 CQ2262                         *CURRENT SURVEY CONTROL
 CQ2262  ___________________________________________________________________
 CQ2262* NAD 83(1986)-  32 51 30.     (N)    092 12 30.     (W)     SCALED    
 CQ2262* NAVD 88     -        60.059  (meters)     197.04   (feet)  ADJUSTED  
 CQ2262  ___________________________________________________________________
 CQ2262  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ2262  DYNAMIC HT  -          59.993 (meters)     196.83  (feet)  COMP
 CQ2262  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 CQ2262
 CQ2262  VERT ORDER  -  SECOND    CLASS I
 CQ2262
 CQ2262.The horizontal coordinates were scaled from a topographic map and have
 CQ2262.an estimated accuracy of +/- 6 seconds.
 CQ2262
 CQ2262.The orthometric height was determined by differential leveling
 CQ2262.and adjusted by the National Geodetic Survey in June 1991..
 CQ2262
 CQ2262.The geoid height was determined by GEOID03.
 CQ2262
 CQ2262.The dynamic height is computed by dividing the NAVD 88
 CQ2262.geopotential number by the normal gravity value computed on the
 CQ2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2262.degrees latitude (g = 980.6199 gals.).
 CQ2262
 CQ2262.The modeled gravity was interpolated from observed gravity values.
 CQ2262
 CQ2262;                    North         East    Units  Estimated Accuracy
 CQ2262;SPC LA N     -   261,530.    1,027,300.      MT  (+/- 180 meters Scaled)
 CQ2262
 CQ2262                          SUPERSEDED SURVEY CONTROL
 CQ2262
 CQ2262  NGVD 29 (??/??/??)   60.149  (m)          197.34   (f) ADJUSTED    2 1
 CQ2262
 CQ2262.Superseded values are not recommended for survey control.
 CQ2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2262.See file dsdata.txt to determine how the superseded data were derived.
 CQ2262
 CQ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS740358(NAD 83)
 CQ2262_MARKER: DD = SURVEY DISK
 CQ2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2262_STAMPING: 56V122 1972
 CQ2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2262+STABILITY: SURFACE MOTION
 CQ2262
 CQ2262  HISTORY     - Date     Condition        Report By
 CQ2262  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2262  HISTORY     - 1983     MARK NOT FOUND   USGS
 CQ2262
 CQ2262                          STATION DESCRIPTION
 CQ2262
 CQ2262'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2262'3.6 MI SE FROM MARION.
 CQ2262'ABOUT 3.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 143 FROM
 CQ2262'INTERSECTION OF LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 143 IN
 CQ2262'MARION, 166 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 143,
 CQ2262'AT THE TOP OF A HILL IN PINE WOODS OWNED BY OLIN INDUSTRIES, 136 FEET
 CQ2262'SOUTHEAST OF A POWER LINE, 136 FEET SOUTHEAST OF A BARBED WIRE FENCE,
 CQ2262'17 FEET SOUTH OF WOODS ROAD, 1.1 MILES NORTHWEST OF COMMUNITY OF
 CQ2262'LINVILLE.  SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 CQ2262'GROUND.  A STEEL WITNESS POST IS SET 1.4 FEET NORTH OF THE MARK.
 CQ2262'SECTION 31, T 22N, R 3E.
 CQ2262
 CQ2262                          STATION RECOVERY (1983)
 CQ2262
 CQ2262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CQ2262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2263 ***********************************************************************
 CQ2263  DESIGNATION -  56 V 123 LADTD
 CQ2263  PID         -  CQ2263
 CQ2263  STATE/COUNTY-  LA/UNION
 CQ2263  USGS QUAD   -  HAILE (1988)
 CQ2263
 CQ2263                         *CURRENT SURVEY CONTROL
 CQ2263  ___________________________________________________________________
 CQ2263* NAD 83(1986)-  32 52 18.     (N)    092 13 02.     (W)     SCALED    
 CQ2263* NAVD 88     -        53.217  (meters)     174.60   (feet)  ADJUSTED  
 CQ2263  ___________________________________________________________________
 CQ2263  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ2263  DYNAMIC HT  -          53.159 (meters)     174.41  (feet)  COMP
 CQ2263  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 CQ2263
 CQ2263  VERT ORDER  -  SECOND    CLASS I
 CQ2263
 CQ2263.The horizontal coordinates were scaled from a topographic map and have
 CQ2263.an estimated accuracy of +/- 6 seconds.
 CQ2263
 CQ2263.The orthometric height was determined by differential leveling
 CQ2263.and adjusted by the National Geodetic Survey in June 1991..
 CQ2263
 CQ2263.The geoid height was determined by GEOID03.
 CQ2263
 CQ2263.The dynamic height is computed by dividing the NAVD 88
 CQ2263.geopotential number by the normal gravity value computed on the
 CQ2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2263.degrees latitude (g = 980.6199 gals.).
 CQ2263
 CQ2263.The modeled gravity was interpolated from observed gravity values.
 CQ2263
 CQ2263;                    North         East    Units  Estimated Accuracy
 CQ2263;SPC LA N     -   263,010.    1,026,470.      MT  (+/- 180 meters Scaled)
 CQ2263
 CQ2263                          SUPERSEDED SURVEY CONTROL
 CQ2263
 CQ2263  NGVD 29 (??/??/??)   53.309  (m)          174.90   (f) ADJUSTED    2 1
 CQ2263
 CQ2263.Superseded values are not recommended for survey control.
 CQ2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2263.See file dsdata.txt to determine how the superseded data were derived.
 CQ2263
 CQ2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS732373(NAD 83)
 CQ2263_MARKER: DD = SURVEY DISK
 CQ2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2263_STAMPING: 56V123 1972
 CQ2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2263+STABILITY: SURFACE MOTION
 CQ2263
 CQ2263  HISTORY     - Date     Condition        Report By
 CQ2263  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2263
 CQ2263                          STATION DESCRIPTION
 CQ2263
 CQ2263'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2263'2.4 MI SE FROM MARION.
 CQ2263'ABOUT 2.4 MILES SOUTHEAST ALONG LA 143 FROM INTERSECTION OF LA 33 AND
 CQ2263'LA 143 IN MARION, 180 FEET NORTHEAST OF CENTERLINE OF LA 143, 154 FEET
 CQ2263'NORTHEAST OF BARB WIRE FENCE, 146 FEET NORTHEAST OF TELEPHONE LINE, 14
 CQ2263'FEET SOUTHEAST OF A WOODS ROAD LOCATED IN WOODS BELONGING TO OLIN
 CQ2263'INDUSTRIES.  1.3 FEET SOUTHEAST OF A METAL WITNESS POST AND C AND GS
 CQ2263'DISK IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 CQ2263'SECTION 25, T 22N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2264 ***********************************************************************
 CQ2264  DESIGNATION -  56 V 124 LADTD
 CQ2264  PID         -  CQ2264
 CQ2264  STATE/COUNTY-  LA/UNION
 CQ2264  USGS QUAD   -  MARION EAST (1988)
 CQ2264
 CQ2264                         *CURRENT SURVEY CONTROL
 CQ2264  ___________________________________________________________________
 CQ2264* NAD 83(1986)-  32 53 04.     (N)    092 13 36.     (W)     SCALED    
 CQ2264* NAVD 88     -        67.609  (meters)     221.81   (feet)  ADJUSTED  
 CQ2264  ___________________________________________________________________
 CQ2264  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2264  DYNAMIC HT  -          67.535 (meters)     221.57  (feet)  COMP
 CQ2264  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 CQ2264
 CQ2264  VERT ORDER  -  SECOND    CLASS I
 CQ2264
 CQ2264.The horizontal coordinates were scaled from a topographic map and have
 CQ2264.an estimated accuracy of +/- 6 seconds.
 CQ2264
 CQ2264.The orthometric height was determined by differential leveling
 CQ2264.and adjusted by the National Geodetic Survey in June 1991..
 CQ2264
 CQ2264.The geoid height was determined by GEOID03.
 CQ2264
 CQ2264.The dynamic height is computed by dividing the NAVD 88
 CQ2264.geopotential number by the normal gravity value computed on the
 CQ2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2264.degrees latitude (g = 980.6199 gals.).
 CQ2264
 CQ2264.The modeled gravity was interpolated from observed gravity values.
 CQ2264
 CQ2264;                    North         East    Units  Estimated Accuracy
 CQ2264;SPC LA N     -   264,420.    1,025,580.      MT  (+/- 180 meters Scaled)
 CQ2264
 CQ2264                          SUPERSEDED SURVEY CONTROL
 CQ2264
 CQ2264  NGVD 29 (??/??/??)   67.700  (m)          222.11   (f) ADJUSTED    2 1
 CQ2264
 CQ2264.Superseded values are not recommended for survey control.
 CQ2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2264.See file dsdata.txt to determine how the superseded data were derived.
 CQ2264
 CQ2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS723387(NAD 83)
 CQ2264_MARKER: DD = SURVEY DISK
 CQ2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2264_STAMPING: 56V124 1972
 CQ2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2264+STABILITY: SURFACE MOTION
 CQ2264
 CQ2264  HISTORY     - Date     Condition        Report By
 CQ2264  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2264
 CQ2264                          STATION DESCRIPTION
 CQ2264
 CQ2264'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2264'1.3 MI SE FROM MARION.
 CQ2264'ABOUT 1.3 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 143 FROM THE
 CQ2264'INTERSECTION OF LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 143 IN
 CQ2264'MARION, 187 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 143,
 CQ2264'159 FEET NORTH EAST OF A TELEPHONE LINE, 16 FEET SOUTHEAST OF WOODS
 CQ2264'ROAD, 2.5 FEET NORTHWEST OF A BARBED WIRE FENCE, 116 FEET NORTHWEST OF
 CQ2264'NORTHEAST CORNER OF A 60 X 40 FOOT METAL BUILDING.  SET IN TOP OF A
 CQ2264'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.  A METAL WITNESS POST IS
 CQ2264'SET 1.5 FEET NORTH OF THE MARK.  SECTION 24, T 22N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2265 ***********************************************************************
 CQ2265  DESIGNATION -  56 V 125 LADTD
 CQ2265  PID         -  CQ2265
 CQ2265  STATE/COUNTY-  LA/UNION
 CQ2265  USGS QUAD   -  MARION EAST (1988)
 CQ2265
 CQ2265                         *CURRENT SURVEY CONTROL
 CQ2265  ___________________________________________________________________
 CQ2265* NAD 83(1986)-  32 53 48.     (N)    092 14 06.     (W)     SCALED    
 CQ2265* NAVD 88     -        52.790  (meters)     173.20   (feet)  ADJUSTED  
 CQ2265  ___________________________________________________________________
 CQ2265  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2265  DYNAMIC HT  -          52.732 (meters)     173.00  (feet)  COMP
 CQ2265  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 CQ2265
 CQ2265  VERT ORDER  -  SECOND    CLASS I
 CQ2265
 CQ2265.The horizontal coordinates were scaled from a topographic map and have
 CQ2265.an estimated accuracy of +/- 6 seconds.
 CQ2265
 CQ2265.The orthometric height was determined by differential leveling
 CQ2265.and adjusted by the National Geodetic Survey in June 1991..
 CQ2265
 CQ2265.The geoid height was determined by GEOID03.
 CQ2265
 CQ2265.The dynamic height is computed by dividing the NAVD 88
 CQ2265.geopotential number by the normal gravity value computed on the
 CQ2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2265.degrees latitude (g = 980.6199 gals.).
 CQ2265
 CQ2265.The modeled gravity was interpolated from observed gravity values.
 CQ2265
 CQ2265;                    North         East    Units  Estimated Accuracy
 CQ2265;SPC LA N     -   265,780.    1,024,800.      MT  (+/- 180 meters Scaled)
 CQ2265
 CQ2265                          SUPERSEDED SURVEY CONTROL
 CQ2265
 CQ2265  NGVD 29 (??/??/??)   52.881  (m)          173.49   (f) ADJUSTED    2 1
 CQ2265
 CQ2265.Superseded values are not recommended for survey control.
 CQ2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2265.See file dsdata.txt to determine how the superseded data were derived.
 CQ2265
 CQ2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS715400(NAD 83)
 CQ2265_MARKER: DD = SURVEY DISK
 CQ2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2265_STAMPING: 56V125 1972
 CQ2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2265+STABILITY: SURFACE MOTION
 CQ2265
 CQ2265  HISTORY     - Date     Condition        Report By
 CQ2265  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2265
 CQ2265                          STATION DESCRIPTION
 CQ2265
 CQ2265'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2265'0.5 MI SE FROM MARION.
 CQ2265'ABOUT 0.5 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 143 FROM
 CQ2265'INTERSECTION OF LOUISIANA HIGHWAY 143 AND LOUISIANA HIGHWAY 33 IN
 CQ2265'MARION.  236 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 143
 CQ2265'IN THE YARD OF MARION BAPTIST CHURCH, 198 FEET NORTHEAST OF POWER
 CQ2265'LINE, 66 FEET NORTHEAST OF NORTHEAST SIDE OF CIRCLE DRIVE, 61 FEET
 CQ2265'FROM SOUTHWEST CORNER OF BRICK CHURCH BUILDING, 46 FEET NORTHWEST FROM
 CQ2265'CENTERLINE OF GRAVEL DRIVE.  SET IN TOP OF A CONCRETE POST FLUSH WITH
 CQ2265'THE GROUND.  A STEEL WITNESS POST IS SET 1.4 FEET SOUTH OF THE MARK.
 CQ2265'SECTION 14, T 22N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2266 ***********************************************************************
 CQ2266  DESIGNATION -  56 V 126 LADTD
 CQ2266  PID         -  CQ2266
 CQ2266  STATE/COUNTY-  LA/UNION
 CQ2266  USGS QUAD   -  MARION EAST (1988)
 CQ2266
 CQ2266                         *CURRENT SURVEY CONTROL
 CQ2266  ___________________________________________________________________
 CQ2266* NAD 83(1986)-  32 54 54.     (N)    092 14 32.     (W)     SCALED    
 CQ2266* NAVD 88     -        51.38   (+/-2cm)     168.6    (feet)  VERTCON   
 CQ2266  ___________________________________________________________________
 CQ2266  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2266
 CQ2266  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ2266
 CQ2266.The horizontal coordinates were scaled from a topographic map and have
 CQ2266.an estimated accuracy of +/- 6 seconds.
 CQ2266
 CQ2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2266.The vertical order pertains to the NGVD 29 superseded value.
 CQ2266
 CQ2266.The geoid height was determined by GEOID03.
 CQ2266
 CQ2266;                    North         East    Units  Estimated Accuracy
 CQ2266;SPC LA N     -   267,810.    1,024,120.      MT  (+/- 180 meters Scaled)
 CQ2266
 CQ2266                          SUPERSEDED SURVEY CONTROL
 CQ2266
 CQ2266  NGVD 29 (??/??/??)   51.466  (m)          168.85   (f) ADJUSTED    2 1
 CQ2266
 CQ2266.Superseded values are not recommended for survey control.
 CQ2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2266.See file dsdata.txt to determine how the superseded data were derived.
 CQ2266
 CQ2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS708421(NAD 83)
 CQ2266_MARKER: DD = SURVEY DISK
 CQ2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2266_STAMPING: 56V126 1972
 CQ2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2266+STABILITY: SURFACE MOTION
 CQ2266
 CQ2266  HISTORY     - Date     Condition        Report By
 CQ2266  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2266
 CQ2266                          STATION DESCRIPTION
 CQ2266
 CQ2266'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2266'0.95 MI N FROM MARION.
 CQ2266'ABOUT 0.95 MILES NORTH ALONG LOUISIANA HIGHWAY 33 FROM THE
 CQ2266'INTERSECTION OF LOUISIANA HIGHWAY 143 AND LOUISIANA HIGHWAY 33 ON TOP
 CQ2266'OF A HILL 168 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 33, 1.6
 CQ2266'FEET SOUTH FENCE, 283.7 FEET NORTHEAST FROM CORNER FRAME RESIDENCE,
 CQ2266'136 FEET EAST OF FENCE CORNER, 142 FEET EAST OF SIGN WHICH STATES
 CQ2266'HUTTING 11 MILES, STRONG 23 MILES, 212 FEET EAST OF POWER LINE, 203.6
 CQ2266'FEET EAST OF THE NORTH END OF A CHAIN LINK FENCE, 252 FEET EAST OF
 CQ2266'DOUBLE SWINGING DRIVEWAY GATE IN CHAIN LINK FENCE.  SET IN TOP OF A
 CQ2266'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  A METAL WITNESS
 CQ2266'POST IS SET 1.3 FEET SOUTH OF THE MARK.  SECTION 11, T 22N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2267 ***********************************************************************
 CQ2267  DESIGNATION -  56 V 127 LADTD
 CQ2267  PID         -  CQ2267
 CQ2267  STATE/COUNTY-  LA/UNION
 CQ2267  USGS QUAD   -  MARION EAST (1988)
 CQ2267
 CQ2267                         *CURRENT SURVEY CONTROL
 CQ2267  ___________________________________________________________________
 CQ2267* NAD 83(1986)-  32 55 50.     (N)    092 14 30.     (W)     SCALED    
 CQ2267* NAVD 88     -        47.07   (+/-2cm)     154.4    (feet)  VERTCON   
 CQ2267  ___________________________________________________________________
 CQ2267  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2267
 CQ2267  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ2267
 CQ2267.The horizontal coordinates were scaled from a topographic map and have
 CQ2267.an estimated accuracy of +/- 6 seconds.
 CQ2267
 CQ2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2267.The vertical order pertains to the NGVD 29 superseded value.
 CQ2267
 CQ2267.The geoid height was determined by GEOID03.
 CQ2267
 CQ2267;                    North         East    Units  Estimated Accuracy
 CQ2267;SPC LA N     -   269,530.    1,024,160.      MT  (+/- 180 meters Scaled)
 CQ2267
 CQ2267                          SUPERSEDED SURVEY CONTROL
 CQ2267
 CQ2267  NGVD 29 (??/??/??)   47.156  (m)          154.71   (f) ADJUSTED    2 1
 CQ2267
 CQ2267.Superseded values are not recommended for survey control.
 CQ2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2267.See file dsdata.txt to determine how the superseded data were derived.
 CQ2267
 CQ2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS708438(NAD 83)
 CQ2267_MARKER: DD = SURVEY DISK
 CQ2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2267_STAMPING: 56V127 1972
 CQ2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2267+STABILITY: SURFACE MOTION
 CQ2267
 CQ2267  HISTORY     - Date     Condition        Report By
 CQ2267  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2267
 CQ2267                          STATION DESCRIPTION
 CQ2267
 CQ2267'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2267'2.05 MI N FROM MARION.
 CQ2267'ABOUT 2.05 MILES NORTH ALONG LOUISIANA HIGHWAY 33 FROM THE
 CQ2267'INTERSECTION OF LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 143 IN
 CQ2267'MARION, 1.8 FEET NORTH OF A FENCE RUNNING EAST AND WEST OF LOUISIANA
 CQ2267'POWER AND LIGHT CO. RIGHT OF WAY, 140 FEET EAST OF CENTERLINE OF
 CQ2267'LOUISIANA HIGHWAY 33, 99 FEET EAST OF FENCE CORNER, 78 FEET NORTHEAST
 CQ2267'FROM CENTERLINE OF HIGH VOLTAGE LINE WITH METAL TOWERS, 77 FEET NORTH
 CQ2267'OF THE BASE OF TOWER NO. 436.  SET IN TOP OF A CONCRETE POST
 CQ2267'PROJECTING 2 INCHES ABOVE THE GROUND.  A METAL WITNESS POST IS SET 1.5
 CQ2267'FEET SOUTH OF THE MARK.  SECTION 26, T 23N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2268 ***********************************************************************
 CQ2268  DESIGNATION -  56 V 128 LADTD
 CQ2268  PID         -  CQ2268
 CQ2268  STATE/COUNTY-  LA/UNION
 CQ2268  USGS QUAD   -  MARION EAST (1988)
 CQ2268
 CQ2268                         *CURRENT SURVEY CONTROL
 CQ2268  ___________________________________________________________________
 CQ2268* NAD 83(1986)-  32 56 48.     (N)    092 14 20.     (W)     SCALED    
 CQ2268* NAVD 88     -        46.54   (+/-2cm)     152.7    (feet)  VERTCON   
 CQ2268  ___________________________________________________________________
 CQ2268  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2268
 CQ2268  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ2268
 CQ2268.The horizontal coordinates were scaled from a topographic map and have
 CQ2268.an estimated accuracy of +/- 6 seconds.
 CQ2268
 CQ2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2268.The vertical order pertains to the NGVD 29 superseded value.
 CQ2268
 CQ2268.The geoid height was determined by GEOID03.
 CQ2268
 CQ2268;                    North         East    Units  Estimated Accuracy
 CQ2268;SPC LA N     -   271,320.    1,024,420.      MT  (+/- 180 meters Scaled)
 CQ2268
 CQ2268                          SUPERSEDED SURVEY CONTROL
 CQ2268
 CQ2268  NGVD 29 (??/??/??)   46.627  (m)          152.98   (f) ADJUSTED    2 1
 CQ2268
 CQ2268.Superseded values are not recommended for survey control.
 CQ2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2268.See file dsdata.txt to determine how the superseded data were derived.
 CQ2268
 CQ2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS711456(NAD 83)
 CQ2268_MARKER: DD = SURVEY DISK
 CQ2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2268_STAMPING: 56V128 1972
 CQ2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2268+STABILITY: SURFACE MOTION
 CQ2268
 CQ2268  HISTORY     - Date     Condition        Report By
 CQ2268  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2268
 CQ2268                          STATION DESCRIPTION
 CQ2268
 CQ2268'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2268'3.2 MI N FROM MARION.
 CQ2268'ABOUT 3.2 MILES NORTH ALONG LOUISIANA HIGHWAY 33 FROM THE INTERSECTION
 CQ2268'OF LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 143 IN MARION, 185 FEET
 CQ2268'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 33, 57 FEET SOUTH OF A
 CQ2268'GRAVEL ROAD WHICH DEAD ENDS ABOUT 1500 FEET WEST OF LOUISIANA HIGHWAY
 CQ2268'33, 800 FEET NORTH OF OLIN FOREST SIGN, 250 FEET SOUTHWEST OF A CROSS
 CQ2268'DRAIN UNDER LOUISIANA HIGHWAY 33, AND SET IN TOP OF A CONCRETE POST
 CQ2268'PROJECTING 1 INCH ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.4
 CQ2268'FEET SOUTH OF THE MARK.  SECTION 26, T 23N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2269 ***********************************************************************
 CQ2269  DESIGNATION -  56 V 129 LADTD
 CQ2269  PID         -  CQ2269
 CQ2269  STATE/COUNTY-  LA/UNION
 CQ2269  USGS QUAD   -  MARION EAST (1988)
 CQ2269
 CQ2269                         *CURRENT SURVEY CONTROL
 CQ2269  ___________________________________________________________________
 CQ2269* NAD 83(1986)-  32 58 24.     (N)    092 13 57.     (W)     SCALED    
 CQ2269* NAVD 88     -        34.76   (+/-2cm)     114.0    (feet)  VERTCON   
 CQ2269  ___________________________________________________________________
 CQ2269  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2269
 CQ2269  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ2269
 CQ2269.The horizontal coordinates were scaled from a topographic map and have
 CQ2269.an estimated accuracy of +/- 6 seconds.
 CQ2269
 CQ2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2269.The vertical order pertains to the NGVD 29 superseded value.
 CQ2269
 CQ2269.The geoid height was determined by GEOID03.
 CQ2269
 CQ2269;                    North         East    Units  Estimated Accuracy
 CQ2269;SPC LA N     -   274,280.    1,025,010.      MT  (+/- 180 meters Scaled)
 CQ2269
 CQ2269                          SUPERSEDED SURVEY CONTROL
 CQ2269
 CQ2269  NGVD 29 (??/??/??)   34.836  (m)          114.29   (f) ADJUSTED    2 1
 CQ2269
 CQ2269.Superseded values are not recommended for survey control.
 CQ2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2269.See file dsdata.txt to determine how the superseded data were derived.
 CQ2269
 CQ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS717485(NAD 83)
 CQ2269_MARKER: DD = SURVEY DISK
 CQ2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2269_STAMPING: 56V129 1972
 CQ2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2269+STABILITY: SURFACE MOTION
 CQ2269
 CQ2269  HISTORY     - Date     Condition        Report By
 CQ2269  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2269
 CQ2269                          STATION DESCRIPTION
 CQ2269
 CQ2269'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2269'5.1 MI N FROM MARION.
 CQ2269'ABOUT 5.1 MILES NORTH ALONG LOUISIANA HIGHWAY 33 FROM INTERSECTION OF
 CQ2269'LOUISIANA HIGHWAY 143 AND LOUISIANA HIGHWAY 33 IN MARION, 110 FEET
 CQ2269'EAST OF CENTERLINE OF LOUISIANA HIGHWAY 33, 7 FEET WEST OF 32 INCH OAK
 CQ2269'TREE, 179 FEET EAST OF A LOADING CHUTE, 214 FEET EAST OF SOUTH END OF
 CQ2269'DAM FOR POND, 30 FEET NORTH OF A WOODS ROAD.  SET IN TOP OF A CONCRETE
 CQ2269'POST PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ2269'SET 1.4 FEET EAST OF THE MARK.  SECTION 14, T 23N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0242 ***********************************************************************
 CQ0242  DESIGNATION -  56 V 13 LADH
 CQ0242  PID         -  CQ0242
 CQ0242  STATE/COUNTY-  LA/UNION
 CQ0242  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0242
 CQ0242                         *CURRENT SURVEY CONTROL
 CQ0242  ___________________________________________________________________
 CQ0242* NAD 83(1986)-  32 38 11.     (N)    092 24 20.     (W)     SCALED    
 CQ0242* NAVD 88     -        75.879  (meters)     248.95   (feet)  ADJUSTED  
 CQ0242  ___________________________________________________________________
 CQ0242  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0242  DYNAMIC HT  -          75.794 (meters)     248.67  (feet)  COMP
 CQ0242  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 CQ0242
 CQ0242  VERT ORDER  -  SECOND    CLASS 0
 CQ0242
 CQ0242.The horizontal coordinates were scaled from a topographic map and have
 CQ0242.an estimated accuracy of +/- 6 seconds.
 CQ0242
 CQ0242.The orthometric height was determined by differential leveling
 CQ0242.and adjusted by the National Geodetic Survey in June 1991..
 CQ0242
 CQ0242.The geoid height was determined by GEOID03.
 CQ0242
 CQ0242.The dynamic height is computed by dividing the NAVD 88
 CQ0242.geopotential number by the normal gravity value computed on the
 CQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0242.degrees latitude (g = 980.6199 gals.).
 CQ0242
 CQ0242.The modeled gravity was interpolated from observed gravity values.
 CQ0242
 CQ0242;                    North         East    Units  Estimated Accuracy
 CQ0242;SPC LA N     -   236,880.    1,008,860.      MT  (+/- 180 meters Scaled)
 CQ0242
 CQ0242                          SUPERSEDED SURVEY CONTROL
 CQ0242
 CQ0242  NGVD 29 (??/??/??)   75.958  (m)          249.21   (f) ADJUSTED    2 0
 CQ0242
 CQ0242.Superseded values are not recommended for survey control.
 CQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0242.See file dsdata.txt to determine how the superseded data were derived.
 CQ0242
 CQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS557111(NAD 83)
 CQ0242_MARKER: DE = TRAVERSE STATION DISK
 CQ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0242_STAMPING: 56V13 1968
 CQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0242+STABILITY: SURFACE MOTION
 CQ0242
 CQ0242  HISTORY     - Date     Condition        Report By
 CQ0242  HISTORY     - 1968     MONUMENTED       LADH
 CQ0242  HISTORY     - 1968     GOOD             LADH
 CQ0242  HISTORY     - 1990     GOOD             USPSQD
 CQ0242  HISTORY     - 19970211 GOOD             USPSQD
 CQ0242
 CQ0242                          STATION DESCRIPTION
 CQ0242
 CQ0242'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0242'12.7 MI S FROM FARMERVILLE.
 CQ0242'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0242'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0242'15 FOR 7.2 MILES, THENCE SOUTHWEST ALONG STATE HIGHWAY 145 FOR 2.8
 CQ0242'MILES TO THE MARK ON THE RIGHT.  IT IS 0.8 MILES NORTHEAST OF
 CQ0242'DOWNSVILLE, 124 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 CQ0242'STATE HIGHWAY 145 AND A PARISH ROAD LEADING NORTH, 67 FEET WEST OF THE
 CQ0242'CENTERLINE OF THE PARISH ROAD, 1 FOOT EAST OF A PASTURE FENCE ON R. J.
 CQ0242'GOLDENS PROPERTY, AND 1 1/2 FEET NORTHWEST OF A STEEL WITNESS POST. IT
 CQ0242'IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V13 1968, SET IN THE TOP
 CQ0242'OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0242
 CQ0242                          STATION RECOVERY (1990)
 CQ0242
 CQ0242'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ0242'RECOVERED IN GOOD CONDITION.
 CQ0242
 CQ0242                          STATION RECOVERY (1997)
 CQ0242
 CQ0242'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2270 ***********************************************************************
 CQ2270  DESIGNATION -  56 V 130 LADTD
 CQ2270  PID         -  CQ2270
 CQ2270  STATE/COUNTY-  LA/UNION
 CQ2270  USGS QUAD   -  MARION EAST (1988)
 CQ2270
 CQ2270                         *CURRENT SURVEY CONTROL
 CQ2270  ___________________________________________________________________
 CQ2270* NAD 83(1986)-  32 59 20.     (N)    092 13 50.     (W)     SCALED    
 CQ2270* NAVD 88     -        49.29   (+/-2cm)     161.7    (feet)  VERTCON   
 CQ2270  ___________________________________________________________________
 CQ2270  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2270
 CQ2270  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ2270
 CQ2270.The horizontal coordinates were scaled from a topographic map and have
 CQ2270.an estimated accuracy of +/- 6 seconds.
 CQ2270
 CQ2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2270.The vertical order pertains to the NGVD 29 superseded value.
 CQ2270
 CQ2270.The geoid height was determined by GEOID03.
 CQ2270
 CQ2270;                    North         East    Units  Estimated Accuracy
 CQ2270;SPC LA N     -   276,010.    1,025,190.      MT  (+/- 180 meters Scaled)
 CQ2270
 CQ2270                          SUPERSEDED SURVEY CONTROL
 CQ2270
 CQ2270  NGVD 29 (??/??/??)   49.372  (m)          161.98   (f) ADJUSTED    2 1
 CQ2270
 CQ2270.Superseded values are not recommended for survey control.
 CQ2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2270.See file dsdata.txt to determine how the superseded data were derived.
 CQ2270
 CQ2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS718503(NAD 83)
 CQ2270_MARKER: DD = SURVEY DISK
 CQ2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2270_STAMPING: 56V130 1972
 CQ2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2270+STABILITY: SURFACE MOTION
 CQ2270
 CQ2270  HISTORY     - Date     Condition        Report By
 CQ2270  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2270
 CQ2270                          STATION DESCRIPTION
 CQ2270
 CQ2270'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2270'0.1 MI S FROM MARION.
 CQ2270'ABOUT 6.1 MILES NORTH ALONG LA 33 FROM INTERSECTION OF LA 33 AND LA
 CQ2270'143, 169 FEET EAST OF LA 33, 120 FEET NORTH OF LA 826, 13.5 FEET SOUTH
 CQ2270'OF COMBINATION TELEPHONE AND POWER LINE, 4 FEET SOUTH OF POWER LINE
 CQ2270'RIGHT OF WAY.  IN COMMUNITY OF SADIE APPROXIMATELY 455 FEET NORTHEAST
 CQ2270'OF H. GIBSONS GROCERY STORE, 1.5 FEET SOUTH OF A METAL WITNESS POST, A
 CQ2270'C AND GS DISK IN THE TOP OF A CONCRETE POST PROJECTION 1 INCH ABOVE
 CQ2270'GROUND.  SECTION 11, T 23N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2271 ***********************************************************************
 CQ2271  DESIGNATION -  56 V 131 LADTD
 CQ2271  PID         -  CQ2271
 CQ2271  STATE/COUNTY-  LA/UNION
 CQ2271  USGS QUAD   -  MARION EAST (1988)
 CQ2271
 CQ2271                         *CURRENT SURVEY CONTROL
 CQ2271  ___________________________________________________________________
 CQ2271* NAD 83(1986)-  32 59 18.     (N)    092 12 58.     (W)     SCALED    
 CQ2271* NAVD 88     -        38.07   (+/-2cm)     124.9    (feet)  VERTCON   
 CQ2271  ___________________________________________________________________
 CQ2271  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2271
 CQ2271  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ2271
 CQ2271.The horizontal coordinates were scaled from a topographic map and have
 CQ2271.an estimated accuracy of +/- 6 seconds.
 CQ2271
 CQ2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2271.The vertical order pertains to the NGVD 29 superseded value.
 CQ2271
 CQ2271.The geoid height was determined by GEOID03.
 CQ2271
 CQ2271;                    North         East    Units  Estimated Accuracy
 CQ2271;SPC LA N     -   275,950.    1,026,540.      MT  (+/- 180 meters Scaled)
 CQ2271
 CQ2271                          SUPERSEDED SURVEY CONTROL
 CQ2271
 CQ2271  NGVD 29 (??/??/??)   38.151  (m)          125.17   (f) ADJUSTED    2 1
 CQ2271
 CQ2271.Superseded values are not recommended for survey control.
 CQ2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2271.See file dsdata.txt to determine how the superseded data were derived.
 CQ2271
 CQ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS732502(NAD 83)
 CQ2271_MARKER: DD = SURVEY DISK
 CQ2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2271_STAMPING: 56V131 1972
 CQ2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2271+STABILITY: SURFACE MOTION
 CQ2271
 CQ2271  HISTORY     - Date     Condition        Report By
 CQ2271  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2271
 CQ2271                          STATION DESCRIPTION
 CQ2271
 CQ2271'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2271'6.1 MI N FROM MARION.
 CQ2271'ABOUT 6.1 MILES NORTH ALONG LOUISIANA HIGHWAY 33 FROM INTERSECTION OF
 CQ2271'LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 143 IN MARION TO THE
 CQ2271'INTERSECTION OF LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 826, THENCE
 CQ2271'0.9 MILES EAST ALONG LOUISIANA HIGHWAY 826, 61 FEET NORTH OF SOUTHWEST
 CQ2271'CORNER OF FENCE OF YARD, 153 FEET NORTH OF THE CENTERLINE OF LOUISIANA
 CQ2271'HIGHWAY 826, 1 FOOT WEST OF YARD FENCE, 45 FEET NORTHWEST OF SOUTHWEST
 CQ2271'CORNER OF FRAME RESIDENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 0
 CQ2271'INCHES ABOVE THE GROUND.  A METAL WITNESS POST IS SET 1.3 FEET WEST OF
 CQ2271'THE MARK.  SECTION 12, T 23N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2292 ***********************************************************************
 CQ2292  DESIGNATION -  56 V 132 LADTD
 CQ2292  PID         -  CQ2292
 CQ2292  STATE/COUNTY-  LA/UNION
 CQ2292  USGS QUAD   -  MARION WEST (1988)
 CQ2292
 CQ2292                         *CURRENT SURVEY CONTROL
 CQ2292  ___________________________________________________________________
 CQ2292* NAD 83(1986)-  32 54 42.     (N)    092 15 32.     (W)     SCALED    
 CQ2292* NAVD 88     -        57.949  (meters)     190.12   (feet)  ADJUSTED  
 CQ2292  ___________________________________________________________________
 CQ2292  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2292  DYNAMIC HT  -          57.885 (meters)     189.91  (feet)  COMP
 CQ2292  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 CQ2292
 CQ2292  VERT ORDER  -  SECOND    CLASS I
 CQ2292
 CQ2292.The horizontal coordinates were scaled from a topographic map and have
 CQ2292.an estimated accuracy of +/- 6 seconds.
 CQ2292
 CQ2292.The orthometric height was determined by differential leveling
 CQ2292.and adjusted by the National Geodetic Survey in June 1991..
 CQ2292
 CQ2292.The geoid height was determined by GEOID03.
 CQ2292
 CQ2292.The dynamic height is computed by dividing the NAVD 88
 CQ2292.geopotential number by the normal gravity value computed on the
 CQ2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2292.degrees latitude (g = 980.6199 gals.).
 CQ2292
 CQ2292.The modeled gravity was interpolated from observed gravity values.
 CQ2292
 CQ2292;                    North         East    Units  Estimated Accuracy
 CQ2292;SPC LA N     -   267,430.    1,022,560.      MT  (+/- 180 meters Scaled)
 CQ2292
 CQ2292                          SUPERSEDED SURVEY CONTROL
 CQ2292
 CQ2292  NGVD 29 (??/??/??)   58.038  (m)          190.41   (f) ADJUSTED    2 1
 CQ2292
 CQ2292.Superseded values are not recommended for survey control.
 CQ2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2292.See file dsdata.txt to determine how the superseded data were derived.
 CQ2292
 CQ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS693417(NAD 83)
 CQ2292_MARKER: DD = SURVEY DISK
 CQ2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2292_STAMPING: 56V132 1974
 CQ2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2292+STABILITY: SURFACE MOTION
 CQ2292
 CQ2292  HISTORY     - Date     Condition        Report By
 CQ2292  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2292
 CQ2292                          STATION DESCRIPTION
 CQ2292
 CQ2292'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2292'1.0 MI NW FROM MARION.
 CQ2292'LOCATED 1.0 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2292'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 122
 CQ2292'FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 551, 49 FEET
 CQ2292'NORTH OF THE NORTHEAST CORNER OF A VACANT HOUSE, 2.5 FEET NORTHWEST OF
 CQ2292'A FENCE LEADING NORTH, 183.4 FEET EAST OF A POWER POLE, 80.2 FEET
 CQ2292'NORTHEAST OF A FENCE CORNER, AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 CQ2292'POST, SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST FLUSH WITH THE
 CQ2292'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2293 ***********************************************************************
 CQ2293  DESIGNATION -  56 V 133 LADTD
 CQ2293  PID         -  CQ2293
 CQ2293  STATE/COUNTY-  LA/UNION
 CQ2293  USGS QUAD   -  MARION WEST (1988)
 CQ2293
 CQ2293                         *CURRENT SURVEY CONTROL
 CQ2293  ___________________________________________________________________
 CQ2293* NAD 83(1986)-  32 55 20.     (N)    092 16 12.     (W)     SCALED    
 CQ2293* NAVD 88     -        52.472  (meters)     172.15   (feet)  ADJUSTED  
 CQ2293  ___________________________________________________________________
 CQ2293  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2293  DYNAMIC HT  -          52.414 (meters)     171.96  (feet)  COMP
 CQ2293  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 CQ2293
 CQ2293  VERT ORDER  -  SECOND    CLASS I
 CQ2293
 CQ2293.The horizontal coordinates were scaled from a topographic map and have
 CQ2293.an estimated accuracy of +/- 6 seconds.
 CQ2293
 CQ2293.The orthometric height was determined by differential leveling
 CQ2293.and adjusted by the National Geodetic Survey in June 1991..
 CQ2293
 CQ2293.The geoid height was determined by GEOID03.
 CQ2293
 CQ2293.The dynamic height is computed by dividing the NAVD 88
 CQ2293.geopotential number by the normal gravity value computed on the
 CQ2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2293.degrees latitude (g = 980.6199 gals.).
 CQ2293
 CQ2293.The modeled gravity was interpolated from observed gravity values.
 CQ2293
 CQ2293;                    North         East    Units  Estimated Accuracy
 CQ2293;SPC LA N     -   268,600.    1,021,520.      MT  (+/- 180 meters Scaled)
 CQ2293
 CQ2293                          SUPERSEDED SURVEY CONTROL
 CQ2293
 CQ2293  NGVD 29 (??/??/??)   52.562  (m)          172.45   (f) ADJUSTED    2 1
 CQ2293
 CQ2293.Superseded values are not recommended for survey control.
 CQ2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2293.See file dsdata.txt to determine how the superseded data were derived.
 CQ2293
 CQ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS682429(NAD 83)
 CQ2293_MARKER: DD = SURVEY DISK
 CQ2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2293_STAMPING: 56V133 1974
 CQ2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2293+STABILITY: SURFACE MOTION
 CQ2293
 CQ2293  HISTORY     - Date     Condition        Report By
 CQ2293  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2293  HISTORY     - 1975     GOOD             LADTD
 CQ2293
 CQ2293                          STATION DESCRIPTION
 CQ2293
 CQ2293'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2293'2.0 MI N FROM MARION.
 CQ2293'LOCATED 2.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2293'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 127
 CQ2293'FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 551, 91 FEET
 CQ2293'SOUTHEAST OF THE CENTER OF A PIPELINE CROSSING THE HIGHWAY, 192 FEET
 CQ2293'SOUTH OF THE SOUTHWEST END OF A CULVERT UNDER THE HIGHWAY.  IT IS 1
 CQ2293'FOOT SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A 10 INCH
 CQ2293'ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2294 ***********************************************************************
 CQ2294  DESIGNATION -  56 V 134 LADTD
 CQ2294  PID         -  CQ2294
 CQ2294  STATE/COUNTY-  LA/UNION
 CQ2294  USGS QUAD   -  MARION WEST (1988)
 CQ2294
 CQ2294                         *CURRENT SURVEY CONTROL
 CQ2294  ___________________________________________________________________
 CQ2294* NAD 83(1986)-  32 55 56.     (N)    092 16 37.     (W)     SCALED    
 CQ2294* NAVD 88     -        62.446  (meters)     204.87   (feet)  ADJUSTED  
 CQ2294  ___________________________________________________________________
 CQ2294  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2294  DYNAMIC HT  -          62.378 (meters)     204.65  (feet)  COMP
 CQ2294  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CQ2294
 CQ2294  VERT ORDER  -  SECOND    CLASS I
 CQ2294
 CQ2294.The horizontal coordinates were scaled from a topographic map and have
 CQ2294.an estimated accuracy of +/- 6 seconds.
 CQ2294
 CQ2294.The orthometric height was determined by differential leveling
 CQ2294.and adjusted by the National Geodetic Survey in June 1991..
 CQ2294
 CQ2294.The geoid height was determined by GEOID03.
 CQ2294
 CQ2294.The dynamic height is computed by dividing the NAVD 88
 CQ2294.geopotential number by the normal gravity value computed on the
 CQ2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2294.degrees latitude (g = 980.6199 gals.).
 CQ2294
 CQ2294.The modeled gravity was interpolated from observed gravity values.
 CQ2294
 CQ2294;                    North         East    Units  Estimated Accuracy
 CQ2294;SPC LA N     -   269,710.    1,020,860.      MT  (+/- 180 meters Scaled)
 CQ2294
 CQ2294                          SUPERSEDED SURVEY CONTROL
 CQ2294
 CQ2294  NGVD 29 (??/??/??)   62.535  (m)          205.17   (f) ADJUSTED    2 1
 CQ2294
 CQ2294.Superseded values are not recommended for survey control.
 CQ2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2294.See file dsdata.txt to determine how the superseded data were derived.
 CQ2294
 CQ2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS675440(NAD 83)
 CQ2294_MARKER: DD = SURVEY DISK
 CQ2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2294_STAMPING: 56V134 1974
 CQ2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2294+STABILITY: SURFACE MOTION
 CQ2294
 CQ2294  HISTORY     - Date     Condition        Report By
 CQ2294  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2294
 CQ2294                          STATION DESCRIPTION
 CQ2294
 CQ2294'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2294'2.6 MI NW FROM MARION.
 CQ2294'LOCATED 2.6 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2294'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 239
 CQ2294'FEET SOUTHWEST FROM THE CENTERLINE OF LOUISIANA HIGHWAY 551, 81 FEET
 CQ2294'SOUTH OF THE SOUTHWEST CORNER OF A BRICK CHURCH, 132 FEET SOUTHWEST OF
 CQ2294'THE SOUTHEAST CORNER OF BRICK CHURCH, 2 FEET NORTH OF A FENCE LEADING
 CQ2294'WEST, 6 WEST OF A FENCE CORNER, 138 FEET SOUTHEAST OF A 30 INCH OAK
 CQ2294'TREE.  IT IS 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 CQ2294'10 INCH ROUND CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2295 ***********************************************************************
 CQ2295  DESIGNATION -  56 V 135 LADTD
 CQ2295  PID         -  CQ2295
 CQ2295  STATE/COUNTY-  LA/UNION
 CQ2295  USGS QUAD   -  MARION WEST (1988)
 CQ2295
 CQ2295                         *CURRENT SURVEY CONTROL
 CQ2295  ___________________________________________________________________
 CQ2295* NAD 83(1986)-  32 56 46.     (N)    092 17 07.     (W)     SCALED    
 CQ2295* NAVD 88     -        58.195  (meters)     190.93   (feet)  ADJUSTED  
 CQ2295  ___________________________________________________________________
 CQ2295  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2295  DYNAMIC HT  -          58.132 (meters)     190.72  (feet)  COMP
 CQ2295  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 CQ2295
 CQ2295  VERT ORDER  -  SECOND    CLASS I
 CQ2295
 CQ2295.The horizontal coordinates were scaled from a topographic map and have
 CQ2295.an estimated accuracy of +/- 6 seconds.
 CQ2295
 CQ2295.The orthometric height was determined by differential leveling
 CQ2295.and adjusted by the National Geodetic Survey in June 1991..
 CQ2295
 CQ2295.The geoid height was determined by GEOID03.
 CQ2295
 CQ2295.The dynamic height is computed by dividing the NAVD 88
 CQ2295.geopotential number by the normal gravity value computed on the
 CQ2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2295.degrees latitude (g = 980.6199 gals.).
 CQ2295
 CQ2295.The modeled gravity was interpolated from observed gravity values.
 CQ2295
 CQ2295;                    North         East    Units  Estimated Accuracy
 CQ2295;SPC LA N     -   271,250.    1,020,080.      MT  (+/- 180 meters Scaled)
 CQ2295
 CQ2295                          SUPERSEDED SURVEY CONTROL
 CQ2295
 CQ2295  NGVD 29 (??/??/??)   58.285  (m)          191.22   (f) ADJUSTED    2 1
 CQ2295
 CQ2295.Superseded values are not recommended for survey control.
 CQ2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2295.See file dsdata.txt to determine how the superseded data were derived.
 CQ2295
 CQ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS668455(NAD 83)
 CQ2295_MARKER: DD = SURVEY DISK
 CQ2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2295_STAMPING: 56V135 1974
 CQ2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2295+STABILITY: SURFACE MOTION
 CQ2295
 CQ2295  HISTORY     - Date     Condition        Report By
 CQ2295  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2295
 CQ2295                          STATION DESCRIPTION
 CQ2295
 CQ2295'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2295'3.7 MI NW FROM MARION.
 CQ2295'LOCATED 3.7 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2295'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 120
 CQ2295'FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 551, 73 FEET
 CQ2295'SOUTH OF THE SOUTHWEST CORNER OF A RESIDENCE, 5 FEET NORTHWEST OF AN
 CQ2295'OLD FENCE LEADING NORTHEAST, 55 FEET EAST OF A 20 INCH GUM TREE, 28
 CQ2295'FEET NORTHEAST OF A SERVICE POWER POLE.  IT IS 1 FOOT SOUTHEAST OF A
 CQ2295'METAL WITNESS POST, SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST
 CQ2295'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2296 ***********************************************************************
 CQ2296  DESIGNATION -  56 V 136 LADTD
 CQ2296  PID         -  CQ2296
 CQ2296  STATE/COUNTY-  LA/UNION
 CQ2296  USGS QUAD   -  MARION WEST (1988)
 CQ2296
 CQ2296                         *CURRENT SURVEY CONTROL
 CQ2296  ___________________________________________________________________
 CQ2296* NAD 83(1986)-  32 57 14.     (N)    092 17 27.     (W)     SCALED    
 CQ2296* NAVD 88     -        56.691  (meters)     185.99   (feet)  ADJUSTED  
 CQ2296  ___________________________________________________________________
 CQ2296  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2296  DYNAMIC HT  -          56.629 (meters)     185.79  (feet)  COMP
 CQ2296  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 CQ2296
 CQ2296  VERT ORDER  -  SECOND    CLASS I
 CQ2296
 CQ2296.The horizontal coordinates were scaled from a topographic map and have
 CQ2296.an estimated accuracy of +/- 6 seconds.
 CQ2296
 CQ2296.The orthometric height was determined by differential leveling
 CQ2296.and adjusted by the National Geodetic Survey in June 1991..
 CQ2296
 CQ2296.The geoid height was determined by GEOID03.
 CQ2296
 CQ2296.The dynamic height is computed by dividing the NAVD 88
 CQ2296.geopotential number by the normal gravity value computed on the
 CQ2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2296.degrees latitude (g = 980.6199 gals.).
 CQ2296
 CQ2296.The modeled gravity was interpolated from observed gravity values.
 CQ2296
 CQ2296;                    North         East    Units  Estimated Accuracy
 CQ2296;SPC LA N     -   272,110.    1,019,560.      MT  (+/- 180 meters Scaled)
 CQ2296
 CQ2296                          SUPERSEDED SURVEY CONTROL
 CQ2296
 CQ2296  NGVD 29 (??/??/??)   56.780  (m)          186.29   (f) ADJUSTED    2 1
 CQ2296
 CQ2296.Superseded values are not recommended for survey control.
 CQ2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2296.See file dsdata.txt to determine how the superseded data were derived.
 CQ2296
 CQ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS662463(NAD 83)
 CQ2296_MARKER: DD = SURVEY DISK
 CQ2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2296_STAMPING: 56V136 1974
 CQ2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2296+STABILITY: SURFACE MOTION
 CQ2296
 CQ2296  HISTORY     - Date     Condition        Report By
 CQ2296  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2296
 CQ2296                          STATION DESCRIPTION
 CQ2296
 CQ2296'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2296'4.4 MI NW FROM MARION.
 CQ2296'LOCATED 4.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2296'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 141
 CQ2296'FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 551, 27 FEET WEST OF
 CQ2296'A FENCE LEADING NORTH, 118 FEET SOUTH OF A SERVICE POWER POLE, 178
 CQ2296'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH BUILDING, 124 FEET
 CQ2296'SOUTHEAST OF A 36 INCH OAK TREE.  IT IS 1 FOOT EAST OF A METAL WITNESS
 CQ2296'POST, SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST FLUSH WITH THE
 CQ2296'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2297 ***********************************************************************
 CQ2297  DESIGNATION -  56 V 137 LADTD
 CQ2297  PID         -  CQ2297
 CQ2297  STATE/COUNTY-  LA/UNION
 CQ2297  USGS QUAD   -  MARION WEST (1988)
 CQ2297
 CQ2297                         *CURRENT SURVEY CONTROL
 CQ2297  ___________________________________________________________________
 CQ2297* NAD 83(1986)-  32 57 25.     (N)    092 18 11.     (W)     SCALED    
 CQ2297* NAVD 88     -        62.051  (meters)     203.58   (feet)  ADJUSTED  
 CQ2297  ___________________________________________________________________
 CQ2297  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2297  DYNAMIC HT  -          61.983 (meters)     203.36  (feet)  COMP
 CQ2297  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 CQ2297
 CQ2297  VERT ORDER  -  SECOND    CLASS I
 CQ2297
 CQ2297.The horizontal coordinates were scaled from a topographic map and have
 CQ2297.an estimated accuracy of +/- 6 seconds.
 CQ2297
 CQ2297.The orthometric height was determined by differential leveling
 CQ2297.and adjusted by the National Geodetic Survey in June 1991..
 CQ2297
 CQ2297.The geoid height was determined by GEOID03.
 CQ2297
 CQ2297.The dynamic height is computed by dividing the NAVD 88
 CQ2297.geopotential number by the normal gravity value computed on the
 CQ2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2297.degrees latitude (g = 980.6199 gals.).
 CQ2297
 CQ2297.The modeled gravity was interpolated from observed gravity values.
 CQ2297
 CQ2297;                    North         East    Units  Estimated Accuracy
 CQ2297;SPC LA N     -   272,450.    1,018,420.      MT  (+/- 180 meters Scaled)
 CQ2297
 CQ2297                          SUPERSEDED SURVEY CONTROL
 CQ2297
 CQ2297  NGVD 29 (??/??/??)   62.139  (m)          203.87   (f) ADJUSTED    2 1
 CQ2297
 CQ2297.Superseded values are not recommended for survey control.
 CQ2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2297.See file dsdata.txt to determine how the superseded data were derived.
 CQ2297
 CQ2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS651467(NAD 83)
 CQ2297_MARKER: DD = SURVEY DISK
 CQ2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2297_STAMPING: 56V137 1974
 CQ2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2297+STABILITY: SURFACE MOTION
 CQ2297
 CQ2297  HISTORY     - Date     Condition        Report By
 CQ2297  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2297
 CQ2297                          STATION DESCRIPTION
 CQ2297
 CQ2297'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2297'5.0 MI NW FROM MARION.
 CQ2297'LOCATED 5.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2297'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 100
 CQ2297'FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 551, 133 FEET
 CQ2297'WEST OF THE CENTERLINE OF A PARISH GRAVEL ROAD, 204 FEET NORTHWEST OF
 CQ2297'THE INTERSECTION OF PARISH GRAVEL ROAD AND LOUISIANA HIGHWAY 551, 46
 CQ2297'FEET NORTHEAST OF A 36 INCH OAK TREE.  IT IS 1 FOOT NORTH OF A METAL
 CQ2297'WITNESS POST, SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST
 CQ2297'PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2298 ***********************************************************************
 CQ2298  DESIGNATION -  56 V 138 LADTD
 CQ2298  PID         -  CQ2298
 CQ2298  STATE/COUNTY-  LA/UNION
 CQ2298  USGS QUAD   -  MARION WEST (1988)
 CQ2298
 CQ2298                         *CURRENT SURVEY CONTROL
 CQ2298  ___________________________________________________________________
 CQ2298* NAD 83(1986)-  32 57 54.     (N)    092 18 57.     (W)     SCALED    
 CQ2298* NAVD 88     -        65.676  (meters)     215.47   (feet)  ADJUSTED  
 CQ2298  ___________________________________________________________________
 CQ2298  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2298  DYNAMIC HT  -          65.604 (meters)     215.24  (feet)  COMP
 CQ2298  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 CQ2298
 CQ2298  VERT ORDER  -  SECOND    CLASS I
 CQ2298
 CQ2298.The horizontal coordinates were scaled from a topographic map and have
 CQ2298.an estimated accuracy of +/- 6 seconds.
 CQ2298
 CQ2298.The orthometric height was determined by differential leveling
 CQ2298.and adjusted by the National Geodetic Survey in June 1991..
 CQ2298
 CQ2298.The geoid height was determined by GEOID03.
 CQ2298
 CQ2298.The dynamic height is computed by dividing the NAVD 88
 CQ2298.geopotential number by the normal gravity value computed on the
 CQ2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2298.degrees latitude (g = 980.6199 gals.).
 CQ2298
 CQ2298.The modeled gravity was interpolated from observed gravity values.
 CQ2298
 CQ2298;                    North         East    Units  Estimated Accuracy
 CQ2298;SPC LA N     -   273,340.    1,017,220.      MT  (+/- 180 meters Scaled)
 CQ2298
 CQ2298                          SUPERSEDED SURVEY CONTROL
 CQ2298
 CQ2298  NGVD 29 (??/??/??)   65.763  (m)          215.76   (f) ADJUSTED    2 1
 CQ2298
 CQ2298.Superseded values are not recommended for survey control.
 CQ2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2298.See file dsdata.txt to determine how the superseded data were derived.
 CQ2298
 CQ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS639476(NAD 83)
 CQ2298_MARKER: DD = SURVEY DISK
 CQ2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2298_STAMPING: 56V138 1974
 CQ2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2298+STABILITY: SURFACE MOTION
 CQ2298
 CQ2298  HISTORY     - Date     Condition        Report By
 CQ2298  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2298
 CQ2298                          STATION DESCRIPTION
 CQ2298
 CQ2298'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2298'5.8 MI NW FROM MARION.
 CQ2298'LOCATED 5.8 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2298'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 149
 CQ2298'FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 551, 66 FEET
 CQ2298'EAST OF THE CENTERLINE OF A WOODS ROAD LEADING NORTH, 155 FEET
 CQ2298'NORTHEAST OF THE INTERSECTION OF LOUISIANA 551 AND WOODS ROAD, 72 FEET
 CQ2298'NORTH OF A 24 INCH OAK TREE.  IT IS 1 FOOT NORTH OF A METAL WITNESS
 CQ2298'POST, SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST FLUSH WITH THE
 CQ2298'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2299 ***********************************************************************
 CQ2299  DESIGNATION -  56 V 139 LADTD
 CQ2299  PID         -  CQ2299
 CQ2299  STATE/COUNTY-  LA/UNION
 CQ2299  USGS QUAD   -  MARION WEST (1988)
 CQ2299
 CQ2299                         *CURRENT SURVEY CONTROL
 CQ2299  ___________________________________________________________________
 CQ2299* NAD 83(1986)-  32 58 06.     (N)    092 19 27.     (W)     SCALED    
 CQ2299* NAVD 88     -        54.502  (meters)     178.81   (feet)  ADJUSTED  
 CQ2299  ___________________________________________________________________
 CQ2299  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2299  DYNAMIC HT  -          54.442 (meters)     178.62  (feet)  COMP
 CQ2299  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 CQ2299
 CQ2299  VERT ORDER  -  SECOND    CLASS I
 CQ2299
 CQ2299.The horizontal coordinates were scaled from a topographic map and have
 CQ2299.an estimated accuracy of +/- 6 seconds.
 CQ2299
 CQ2299.The orthometric height was determined by differential leveling
 CQ2299.and adjusted by the National Geodetic Survey in June 1991..
 CQ2299
 CQ2299.The geoid height was determined by GEOID03.
 CQ2299
 CQ2299.The dynamic height is computed by dividing the NAVD 88
 CQ2299.geopotential number by the normal gravity value computed on the
 CQ2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2299.degrees latitude (g = 980.6199 gals.).
 CQ2299
 CQ2299.The modeled gravity was interpolated from observed gravity values.
 CQ2299
 CQ2299;                    North         East    Units  Estimated Accuracy
 CQ2299;SPC LA N     -   273,710.    1,016,440.      MT  (+/- 180 meters Scaled)
 CQ2299
 CQ2299                          SUPERSEDED SURVEY CONTROL
 CQ2299
 CQ2299  NGVD 29 (??/??/??)   54.590  (m)          179.10   (f) ADJUSTED    2 1
 CQ2299
 CQ2299.Superseded values are not recommended for survey control.
 CQ2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2299.See file dsdata.txt to determine how the superseded data were derived.
 CQ2299
 CQ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS631479(NAD 83)
 CQ2299_MARKER: DD = SURVEY DISK
 CQ2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2299_STAMPING: 56V139 1974
 CQ2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2299+STABILITY: SURFACE MOTION
 CQ2299
 CQ2299  HISTORY     - Date     Condition        Report By
 CQ2299  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2299
 CQ2299                          STATION DESCRIPTION
 CQ2299
 CQ2299'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2299'6.4 MI NW FROM MARION.
 CQ2299'LOCATED 6.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2299'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 122
 CQ2299'FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 551, 138 FEET
 CQ2299'SOUTHEAST OF THE INTERSECTION OF A GRAVEL ROAD ENTRANCE TO UNION
 CQ2299'WILDLIFE MANAGEMENT AREA AND LOUISIANA 551, 48 FEET EAST OF THE
 CQ2299'CENTERLINE OF UNION WILDLIFE GRAVEL ROAD LEADING SOUTH.  IT IS 1 FOOT
 CQ2299'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A 10 INCH CONCRETE
 CQ2299'POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0243 ***********************************************************************
 CQ0243  DESIGNATION -  56 V 14 LADH
 CQ0243  PID         -  CQ0243
 CQ0243  STATE/COUNTY-  LA/UNION
 CQ0243  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0243
 CQ0243                         *CURRENT SURVEY CONTROL
 CQ0243  ___________________________________________________________________
 CQ0243* NAD 83(1986)-  32 38 34.     (N)    092 23 36.     (W)     SCALED    
 CQ0243* NAVD 88     -        76.163  (meters)     249.88   (feet)  ADJUSTED  
 CQ0243  ___________________________________________________________________
 CQ0243  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0243  DYNAMIC HT  -          76.078 (meters)     249.60  (feet)  COMP
 CQ0243  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 CQ0243
 CQ0243  VERT ORDER  -  SECOND    CLASS 0
 CQ0243
 CQ0243.The horizontal coordinates were scaled from a topographic map and have
 CQ0243.an estimated accuracy of +/- 6 seconds.
 CQ0243
 CQ0243.The orthometric height was determined by differential leveling
 CQ0243.and adjusted by the National Geodetic Survey in June 1991..
 CQ0243
 CQ0243.The geoid height was determined by GEOID03.
 CQ0243
 CQ0243.The dynamic height is computed by dividing the NAVD 88
 CQ0243.geopotential number by the normal gravity value computed on the
 CQ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0243.degrees latitude (g = 980.6199 gals.).
 CQ0243
 CQ0243.The modeled gravity was interpolated from observed gravity values.
 CQ0243
 CQ0243;                    North         East    Units  Estimated Accuracy
 CQ0243;SPC LA N     -   237,590.    1,010,010.      MT  (+/- 180 meters Scaled)
 CQ0243
 CQ0243                          SUPERSEDED SURVEY CONTROL
 CQ0243
 CQ0243  NGVD 29 (??/??/??)   76.243  (m)          250.14   (f) ADJUSTED    2 0
 CQ0243
 CQ0243.Superseded values are not recommended for survey control.
 CQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0243.See file dsdata.txt to determine how the superseded data were derived.
 CQ0243
 CQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS569118(NAD 83)
 CQ0243_MARKER: DE = TRAVERSE STATION DISK
 CQ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0243_STAMPING: 56V14 1968
 CQ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0243+STABILITY: SURFACE MOTION
 CQ0243
 CQ0243  HISTORY     - Date     Condition        Report By
 CQ0243  HISTORY     - 1968     MONUMENTED       LADH
 CQ0243  HISTORY     - 1968     GOOD             LADH
 CQ0243  HISTORY     - 1990     GOOD             USPSQD
 CQ0243  HISTORY     - 19970211 GOOD             USPSQD
 CQ0243
 CQ0243                          STATION DESCRIPTION
 CQ0243
 CQ0243'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0243'11.8 MI S FROM FARMERVILLE.
 CQ0243'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0243'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0243'15 FOR 7.2 MILES, THENCE SOUTHWEST ALONG STATE HIGHWAY 145 FOR 1.9
 CQ0243'MILES TO THE MARK ON THE RIGHT.  IT IS 1.7 MILES NORTHEAST OF
 CQ0243'DOWNSVILLE, 76 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 CQ0243'EAST OF A FENCE ON R. W. BRYANS PROPERTY, 120 FEET NORTHEAST OF THE
 CQ0243'JUNCTION OF A PARISH ROAD INTERSECTING FROM THE SOUTH, AND IS 1.8 FEET
 CQ0243'WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK
 CQ0243'STAMPED 56V14 1968 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0243'4-INCHES.
 CQ0243
 CQ0243                          STATION RECOVERY (1990)
 CQ0243
 CQ0243'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0243'RECOVERED IN GOOD CONDITION.
 CQ0243
 CQ0243                          STATION RECOVERY (1997)
 CQ0243
 CQ0243'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2300 ***********************************************************************
 CQ2300  DESIGNATION -  56 V 140 LADTD
 CQ2300  PID         -  CQ2300
 CQ2300  STATE/COUNTY-  LA/UNION
 CQ2300  USGS QUAD   -  MARION WEST (1988)
 CQ2300
 CQ2300                         *CURRENT SURVEY CONTROL
 CQ2300  ___________________________________________________________________
 CQ2300* NAD 83(1986)-  32 58 16.     (N)    092 20 11.     (W)     SCALED    
 CQ2300* NAVD 88     -        64.001  (meters)     209.98   (feet)  ADJUSTED  
 CQ2300  ___________________________________________________________________
 CQ2300  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2300  DYNAMIC HT  -          63.931 (meters)     209.75  (feet)  COMP
 CQ2300  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 CQ2300
 CQ2300  VERT ORDER  -  SECOND    CLASS I
 CQ2300
 CQ2300.The horizontal coordinates were scaled from a topographic map and have
 CQ2300.an estimated accuracy of +/- 6 seconds.
 CQ2300
 CQ2300.The orthometric height was determined by differential leveling
 CQ2300.and adjusted by the National Geodetic Survey in June 1991..
 CQ2300
 CQ2300.The geoid height was determined by GEOID03.
 CQ2300
 CQ2300.The dynamic height is computed by dividing the NAVD 88
 CQ2300.geopotential number by the normal gravity value computed on the
 CQ2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2300.degrees latitude (g = 980.6199 gals.).
 CQ2300
 CQ2300.The modeled gravity was interpolated from observed gravity values.
 CQ2300
 CQ2300;                    North         East    Units  Estimated Accuracy
 CQ2300;SPC LA N     -   274,010.    1,015,300.      MT  (+/- 180 meters Scaled)
 CQ2300
 CQ2300                          SUPERSEDED SURVEY CONTROL
 CQ2300
 CQ2300  NGVD 29 (??/??/??)   64.087  (m)          210.26   (f) ADJUSTED    2 1
 CQ2300
 CQ2300.Superseded values are not recommended for survey control.
 CQ2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2300.See file dsdata.txt to determine how the superseded data were derived.
 CQ2300
 CQ2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS620482(NAD 83)
 CQ2300_MARKER: DD = SURVEY DISK
 CQ2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2300_STAMPING: 56V140 1974
 CQ2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2300+STABILITY: SURFACE MOTION
 CQ2300
 CQ2300  HISTORY     - Date     Condition        Report By
 CQ2300  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2300
 CQ2300                          STATION DESCRIPTION
 CQ2300
 CQ2300'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2300'7.4 MI NW FROM MARION.
 CQ2300'LOCATED 7.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2300'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 139
 CQ2300'FEET WEST OF THE CENTERLINE OF LOUISIANA 551, 39 FEET SOUTHWEST OF A
 CQ2300'FENCE CORNER, 27 FEET SOUTH OF A GARDEN FENCE, 185 FEET SOUTHEAST OF
 CQ2300'THE SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE, 155 FEET SOUTHWEST OF
 CQ2300'A SERVICE POWER POLE, 129 FEET EAST OF A FENCE CORNER.  IT IS 2 FEET
 CQ2300'WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 10 INCH ROUND
 CQ2300'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2301 ***********************************************************************
 CQ2301  DESIGNATION -  56 V 141 LADTD
 CQ2301  PID         -  CQ2301
 CQ2301  STATE/COUNTY-  LA/UNION
 CQ2301  USGS QUAD   -  MARION WEST (1988)
 CQ2301
 CQ2301                         *CURRENT SURVEY CONTROL
 CQ2301  ___________________________________________________________________
 CQ2301* NAD 83(1986)-  32 59 00.     (N)    092 20 25.     (W)     SCALED    
 CQ2301* NAVD 88     -        63.300  (meters)     207.68   (feet)  ADJUSTED  
 CQ2301  ___________________________________________________________________
 CQ2301  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2301  DYNAMIC HT  -          63.230 (meters)     207.45  (feet)  COMP
 CQ2301  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 CQ2301
 CQ2301  VERT ORDER  -  SECOND    CLASS I
 CQ2301
 CQ2301.The horizontal coordinates were scaled from a topographic map and have
 CQ2301.an estimated accuracy of +/- 6 seconds.
 CQ2301
 CQ2301.The orthometric height was determined by differential leveling
 CQ2301.and adjusted by the National Geodetic Survey in June 1991..
 CQ2301
 CQ2301.The geoid height was determined by GEOID03.
 CQ2301
 CQ2301.The dynamic height is computed by dividing the NAVD 88
 CQ2301.geopotential number by the normal gravity value computed on the
 CQ2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2301.degrees latitude (g = 980.6199 gals.).
 CQ2301
 CQ2301.The modeled gravity was interpolated from observed gravity values.
 CQ2301
 CQ2301;                    North         East    Units  Estimated Accuracy
 CQ2301;SPC LA N     -   275,370.    1,014,930.      MT  (+/- 180 meters Scaled)
 CQ2301
 CQ2301                          SUPERSEDED SURVEY CONTROL
 CQ2301
 CQ2301  NGVD 29 (??/??/??)   63.386  (m)          207.96   (f) ADJUSTED    2 1
 CQ2301
 CQ2301.Superseded values are not recommended for survey control.
 CQ2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2301.See file dsdata.txt to determine how the superseded data were derived.
 CQ2301
 CQ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS616496(NAD 83)
 CQ2301_MARKER: DD = SURVEY DISK
 CQ2301_SETTING: 0 = UNSPECIFIED SETTING
 CQ2301_STAMPING: 56V141 1974
 CQ2301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2301
 CQ2301  HISTORY     - Date     Condition        Report By
 CQ2301  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2301
 CQ2301                          STATION DESCRIPTION
 CQ2301
 CQ2301'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2301'8.3 MI NW FROM MARION.
 CQ2301'LOCATED 8.3 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2301'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  IT IS 119
 CQ2301'FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA 551, 46 FEET EAST OF
 CQ2301'FENCE LEADING NORTH, 11 FEET SOUTHWEST OF THE CENTERLINE OF A WOODS
 CQ2301'ROAD, 47 FEET SOUTHEAST OF A 15 INCH GUM TREE.  IT IS 1 FOOT NORTHEAST
 CQ2301'OF A METAL WITNESS POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2303 ***********************************************************************
 CQ2303  DESIGNATION -  56 V 142 LADTD
 CQ2303  PID         -  CQ2303
 CQ2303  STATE/COUNTY-  LA/UNION
 CQ2303  USGS QUAD   -  MARION WEST (1988)
 CQ2303
 CQ2303                         *CURRENT SURVEY CONTROL
 CQ2303  ___________________________________________________________________
 CQ2303* NAD 83(1986)-  32 59 08.     (N)    092 21 13.     (W)     SCALED    
 CQ2303* NAVD 88     -        59.750  (meters)     196.03   (feet)  ADJUSTED  
 CQ2303  ___________________________________________________________________
 CQ2303  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ2303  DYNAMIC HT  -          59.684 (meters)     195.81  (feet)  COMP
 CQ2303  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 CQ2303
 CQ2303  VERT ORDER  -  SECOND    CLASS I
 CQ2303
 CQ2303.The horizontal coordinates were scaled from a topographic map and have
 CQ2303.an estimated accuracy of +/- 6 seconds.
 CQ2303
 CQ2303.The orthometric height was determined by differential leveling
 CQ2303.and adjusted by the National Geodetic Survey in June 1991..
 CQ2303
 CQ2303.The geoid height was determined by GEOID03.
 CQ2303
 CQ2303.The dynamic height is computed by dividing the NAVD 88
 CQ2303.geopotential number by the normal gravity value computed on the
 CQ2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2303.degrees latitude (g = 980.6199 gals.).
 CQ2303
 CQ2303.The modeled gravity was interpolated from observed gravity values.
 CQ2303
 CQ2303;                    North         East    Units  Estimated Accuracy
 CQ2303;SPC LA N     -   275,610.    1,013,680.      MT  (+/- 180 meters Scaled)
 CQ2303
 CQ2303                          SUPERSEDED SURVEY CONTROL
 CQ2303
 CQ2303  NGVD 29 (??/??/??)   59.836  (m)          196.31   (f) ADJUSTED    2 1
 CQ2303
 CQ2303.Superseded values are not recommended for survey control.
 CQ2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2303.See file dsdata.txt to determine how the superseded data were derived.
 CQ2303
 CQ2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS603498(NAD 83)
 CQ2303_MARKER: DD = SURVEY DISK
 CQ2303_SETTING: 0 = UNSPECIFIED SETTING
 CQ2303_STAMPING: 56V142 1974
 CQ2303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2303
 CQ2303  HISTORY     - Date     Condition        Report By
 CQ2303  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2303
 CQ2303                          STATION DESCRIPTION
 CQ2303
 CQ2303'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2303'0.8 MI S FROM OAKLAND.
 CQ2303'LOCATED 0.8 MILES SOUTH FROM THE FIRE TOWER AT OAKLAND ALONG LOUISIANA
 CQ2303'HIGHWAY 549, 31 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 140 FEET
 CQ2303'NORTHWEST OF THE INTERSECTION OF LOUISIANA 549 AND DIRT ROAD LEADING
 CQ2303'WEST, 137 FEET NORTHEAST OF A 40 INCH OAK TREE.  IT IS 2 FEET WEST OF
 CQ2303'A METAL WITNESS POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2304 ***********************************************************************
 CQ2304  DESIGNATION -  56 V 143 LADTD
 CQ2304  PID         -  CQ2304
 CQ2304  STATE/COUNTY-  LA/UNION
 CQ2304  USGS QUAD   -  MARION WEST (1988)
 CQ2304
 CQ2304                         *CURRENT SURVEY CONTROL
 CQ2304  ___________________________________________________________________
 CQ2304* NAD 83(1986)-  32 58 36.     (N)    092 21 19.     (W)     SCALED    
 CQ2304* NAVD 88     -        60.789  (meters)     199.44   (feet)  ADJUSTED  
 CQ2304  ___________________________________________________________________
 CQ2304  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2304  DYNAMIC HT  -          60.722 (meters)     199.22  (feet)  COMP
 CQ2304  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 CQ2304
 CQ2304  VERT ORDER  -  SECOND    CLASS I
 CQ2304
 CQ2304.The horizontal coordinates were scaled from a topographic map and have
 CQ2304.an estimated accuracy of +/- 6 seconds.
 CQ2304
 CQ2304.The orthometric height was determined by differential leveling
 CQ2304.and adjusted by the National Geodetic Survey in June 1991..
 CQ2304
 CQ2304.The geoid height was determined by GEOID03.
 CQ2304
 CQ2304.The dynamic height is computed by dividing the NAVD 88
 CQ2304.geopotential number by the normal gravity value computed on the
 CQ2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2304.degrees latitude (g = 980.6199 gals.).
 CQ2304
 CQ2304.The modeled gravity was interpolated from observed gravity values.
 CQ2304
 CQ2304;                    North         East    Units  Estimated Accuracy
 CQ2304;SPC LA N     -   274,630.    1,013,530.      MT  (+/- 180 meters Scaled)
 CQ2304
 CQ2304                          SUPERSEDED SURVEY CONTROL
 CQ2304
 CQ2304  NGVD 29 (??/??/??)   60.874  (m)          199.72   (f) ADJUSTED    2 1
 CQ2304
 CQ2304.Superseded values are not recommended for survey control.
 CQ2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2304.See file dsdata.txt to determine how the superseded data were derived.
 CQ2304
 CQ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS602488(NAD 83)
 CQ2304_MARKER: DD = SURVEY DISK
 CQ2304_SETTING: 0 = UNSPECIFIED SETTING
 CQ2304_STAMPING: 56V143 1974
 CQ2304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2304
 CQ2304  HISTORY     - Date     Condition        Report By
 CQ2304  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2304
 CQ2304                          STATION DESCRIPTION
 CQ2304
 CQ2304'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2304'1.3 MI S FROM OAKLAND.
 CQ2304'LOCATED 1.3 MILES SOUTH FROM THE FIRE TOWER AT OAKLAND ALONG LOUISIANA
 CQ2304'HIGHWAY 549, 129 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA 549, 45
 CQ2304'FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTHEAST, 242
 CQ2304'FEET SOUTH OF THE INTERSECTION OF LOUISIANA 549 AND GRAVEL ROAD, 160
 CQ2304'FEET SOUTH OF A POWER POLE.  IT IS 1 FOOT NORTHWEST OF A METAL WITNESS
 CQ2304'POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2305 ***********************************************************************
 CQ2305  DESIGNATION -  56 V 144 LADTD
 CQ2305  PID         -  CQ2305
 CQ2305  STATE/COUNTY-  LA/UNION
 CQ2305  USGS QUAD   -  MARION WEST (1988)
 CQ2305
 CQ2305                         *CURRENT SURVEY CONTROL
 CQ2305  ___________________________________________________________________
 CQ2305* NAD 83(1986)-  32 58 30.     (N)    092 22 09.     (W)     SCALED    
 CQ2305* NAVD 88     -        67.132  (meters)     220.25   (feet)  ADJUSTED  
 CQ2305  ___________________________________________________________________
 CQ2305  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2305  DYNAMIC HT  -          67.058 (meters)     220.01  (feet)  COMP
 CQ2305  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 CQ2305
 CQ2305  VERT ORDER  -  SECOND    CLASS I
 CQ2305
 CQ2305.The horizontal coordinates were scaled from a topographic map and have
 CQ2305.an estimated accuracy of +/- 6 seconds.
 CQ2305
 CQ2305.The orthometric height was determined by differential leveling
 CQ2305.and adjusted by the National Geodetic Survey in June 1991..
 CQ2305
 CQ2305.The geoid height was determined by GEOID03.
 CQ2305
 CQ2305.The dynamic height is computed by dividing the NAVD 88
 CQ2305.geopotential number by the normal gravity value computed on the
 CQ2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2305.degrees latitude (g = 980.6199 gals.).
 CQ2305
 CQ2305.The modeled gravity was interpolated from observed gravity values.
 CQ2305
 CQ2305;                    North         East    Units  Estimated Accuracy
 CQ2305;SPC LA N     -   274,440.    1,012,230.      MT  (+/- 180 meters Scaled)
 CQ2305
 CQ2305                          SUPERSEDED SURVEY CONTROL
 CQ2305
 CQ2305  NGVD 29 (??/??/??)   67.216  (m)          220.52   (f) ADJUSTED    2 1
 CQ2305
 CQ2305.Superseded values are not recommended for survey control.
 CQ2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2305.See file dsdata.txt to determine how the superseded data were derived.
 CQ2305
 CQ2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS589486(NAD 83)
 CQ2305_MARKER: DD = SURVEY DISK
 CQ2305_SETTING: 0 = UNSPECIFIED SETTING
 CQ2305_STAMPING: 56V144 1974
 CQ2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2305
 CQ2305  HISTORY     - Date     Condition        Report By
 CQ2305  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2305
 CQ2305                          STATION DESCRIPTION
 CQ2305
 CQ2305'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2305'2.2 MI S FROM OAKLAND.
 CQ2305'LOCATED 2.2 MILES SOUTH FROM THE FIRE TOWER AT OAKLAND ALONG LOUISIANA
 CQ2305'HIGHWAY 549, 283 FEET SOUTH OF THE CENTERLINE OF LOUISIANA 549, 27
 CQ2305'FEET EAST OF A FENCE LEADING SOUTH, 258 FEET NORTHWEST OF A 30 INCH
 CQ2305'OAK TREE, 245 FEET NORTHEAST OF A FENCE CORNER ON HIGHWAY RIGHT OF
 CQ2305'WAY.  IT IS 1 FOOT SOUTH OF A METAL WITNESS POST PROJECTING 1 INCH
 CQ2305'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2306 ***********************************************************************
 CQ2306  DESIGNATION -  56 V 145 LADTD
 CQ2306  PID         -  CQ2306
 CQ2306  STATE/COUNTY-  LA/UNION
 CQ2306  USGS QUAD   -  TRUXNO (1988)
 CQ2306
 CQ2306                         *CURRENT SURVEY CONTROL
 CQ2306  ___________________________________________________________________
 CQ2306* NAD 83(1986)-  32 58 02.     (N)    092 23 05.     (W)     SCALED    
 CQ2306* NAVD 88     -        63.167  (meters)     207.24   (feet)  ADJUSTED  
 CQ2306  ___________________________________________________________________
 CQ2306  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2306  DYNAMIC HT  -          63.097 (meters)     207.01  (feet)  COMP
 CQ2306  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 CQ2306
 CQ2306  VERT ORDER  -  SECOND    CLASS I
 CQ2306
 CQ2306.The horizontal coordinates were scaled from a topographic map and have
 CQ2306.an estimated accuracy of +/- 6 seconds.
 CQ2306
 CQ2306.The orthometric height was determined by differential leveling
 CQ2306.and adjusted by the National Geodetic Survey in June 1991..
 CQ2306
 CQ2306.The geoid height was determined by GEOID03.
 CQ2306
 CQ2306.The dynamic height is computed by dividing the NAVD 88
 CQ2306.geopotential number by the normal gravity value computed on the
 CQ2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2306.degrees latitude (g = 980.6199 gals.).
 CQ2306
 CQ2306.The modeled gravity was interpolated from observed gravity values.
 CQ2306
 CQ2306;                    North         East    Units  Estimated Accuracy
 CQ2306;SPC LA N     -   273,580.    1,010,780.      MT  (+/- 180 meters Scaled)
 CQ2306
 CQ2306                          SUPERSEDED SURVEY CONTROL
 CQ2306
 CQ2306  NGVD 29 (??/??/??)   63.251  (m)          207.52   (f) ADJUSTED    2 1
 CQ2306
 CQ2306.Superseded values are not recommended for survey control.
 CQ2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2306.See file dsdata.txt to determine how the superseded data were derived.
 CQ2306
 CQ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS574478(NAD 83)
 CQ2306_MARKER: DD = SURVEY DISK
 CQ2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2306_STAMPING: 56V145 1974
 CQ2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2306+STABILITY: SURFACE MOTION
 CQ2306
 CQ2306  HISTORY     - Date     Condition        Report By
 CQ2306  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2306
 CQ2306                          STATION DESCRIPTION
 CQ2306
 CQ2306'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2306'3.3 MI S FROM OAKLAND.
 CQ2306'LOCATED 3.3 MILES SOUTH FROM THE FIRE TOWER AT OAKLAND ALONG LOUISIANA
 CQ2306'HIGHWAY 549, 10 FEET NORTHWEST OF A FENCE CORNER, 37 FEET NORTH OF THE
 CQ2306'CENTERLINE OF A GRAVEL DRIVE LEADING TO A RESIDENCE, 40 FEET SOUTHEAST
 CQ2306'OF A 30 INCH OAK TREE, 124 FEET EAST OF A POWER POLE, 150 FEET
 CQ2306'SOUTHEAST OF THE CENTERLINE OF LOUISIANA 549, 96 FEET NORTHEAST OF A
 CQ2306'24 INCH OAK TREE.  IT IS 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN
 CQ2306'TOP OF A 10 INCH CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2307 ***********************************************************************
 CQ2307  DESIGNATION -  56 V 146 LADTD
 CQ2307  PID         -  CQ2307
 CQ2307  STATE/COUNTY-  LA/UNION
 CQ2307  USGS QUAD   -  TRUXNO (1988)
 CQ2307
 CQ2307                         *CURRENT SURVEY CONTROL
 CQ2307  ___________________________________________________________________
 CQ2307* NAD 83(1986)-  32 57 30.     (N)    092 23 55.     (W)     SCALED    
 CQ2307* NAVD 88     -        69.269  (meters)     227.26   (feet)  ADJUSTED  
 CQ2307  ___________________________________________________________________
 CQ2307  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2307  DYNAMIC HT  -          69.194 (meters)     227.01  (feet)  COMP
 CQ2307  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 CQ2307
 CQ2307  VERT ORDER  -  SECOND    CLASS I
 CQ2307
 CQ2307.The horizontal coordinates were scaled from a topographic map and have
 CQ2307.an estimated accuracy of +/- 6 seconds.
 CQ2307
 CQ2307.The orthometric height was determined by differential leveling
 CQ2307.and adjusted by the National Geodetic Survey in June 1991..
 CQ2307
 CQ2307.The geoid height was determined by GEOID03.
 CQ2307
 CQ2307.The dynamic height is computed by dividing the NAVD 88
 CQ2307.geopotential number by the normal gravity value computed on the
 CQ2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2307.degrees latitude (g = 980.6199 gals.).
 CQ2307
 CQ2307.The modeled gravity was interpolated from observed gravity values.
 CQ2307
 CQ2307;                    North         East    Units  Estimated Accuracy
 CQ2307;SPC LA N     -   272,590.    1,009,480.      MT  (+/- 180 meters Scaled)
 CQ2307
 CQ2307                          SUPERSEDED SURVEY CONTROL
 CQ2307
 CQ2307  NGVD 29 (??/??/??)   69.352  (m)          227.53   (f) ADJUSTED    2 1
 CQ2307
 CQ2307.Superseded values are not recommended for survey control.
 CQ2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2307.See file dsdata.txt to determine how the superseded data were derived.
 CQ2307
 CQ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS562468(NAD 83)
 CQ2307_MARKER: DD = SURVEY DISK
 CQ2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2307_STAMPING: 56V146 1974
 CQ2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2307+STABILITY: SURFACE MOTION
 CQ2307
 CQ2307  HISTORY     - Date     Condition        Report By
 CQ2307  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2307
 CQ2307                          STATION DESCRIPTION
 CQ2307
 CQ2307'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2307'4.3 MI S FROM OAKLAND.
 CQ2307'LOCATED 4.3 MILES SOUTH FROM THE FIRE TOWER AT OAKLAND ALONG LOUISIANA
 CQ2307'HIGHWAY 549, 100 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA 549,
 CQ2307'103 FEET SOUTHWEST OF A POWER BRACE POLE, 219 FEET SOUTHWEST OF THE
 CQ2307'INTERSECTION OF LOUISIANA 549, AND A BLACKTOP PARISH ROAD LEADING
 CQ2307'SOUTH, 136 FEET SOUTHWEST OF A 48 INCH OAK TREE.  IT IS 1 FOOT
 CQ2307'SOUTHEAST OF A METAL WITNESS, SET IN TOP OF A 10 INCH CONCRETE POST
 CQ2307'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2308 ***********************************************************************
 CQ2308  DESIGNATION -  56 V 147 LADTD
 CQ2308  PID         -  CQ2308
 CQ2308  STATE/COUNTY-  LA/UNION
 CQ2308  USGS QUAD   -  TRUXNO (1988)
 CQ2308
 CQ2308                         *CURRENT SURVEY CONTROL
 CQ2308  ___________________________________________________________________
 CQ2308* NAD 83(1986)-  32 56 48.     (N)    092 24 19.     (W)     SCALED    
 CQ2308* NAVD 88     -        61.153  (meters)     200.63   (feet)  ADJUSTED  
 CQ2308  ___________________________________________________________________
 CQ2308  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2308  DYNAMIC HT  -          61.086 (meters)     200.41  (feet)  COMP
 CQ2308  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 CQ2308
 CQ2308  VERT ORDER  -  SECOND    CLASS I
 CQ2308
 CQ2308.The horizontal coordinates were scaled from a topographic map and have
 CQ2308.an estimated accuracy of +/- 6 seconds.
 CQ2308
 CQ2308.The orthometric height was determined by differential leveling
 CQ2308.and adjusted by the National Geodetic Survey in June 1991..
 CQ2308
 CQ2308.The geoid height was determined by GEOID03.
 CQ2308
 CQ2308.The dynamic height is computed by dividing the NAVD 88
 CQ2308.geopotential number by the normal gravity value computed on the
 CQ2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2308.degrees latitude (g = 980.6199 gals.).
 CQ2308
 CQ2308.The modeled gravity was interpolated from observed gravity values.
 CQ2308
 CQ2308;                    North         East    Units  Estimated Accuracy
 CQ2308;SPC LA N     -   271,290.    1,008,860.      MT  (+/- 180 meters Scaled)
 CQ2308
 CQ2308                          SUPERSEDED SURVEY CONTROL
 CQ2308
 CQ2308  NGVD 29 (??/??/??)   61.238  (m)          200.91   (f) ADJUSTED    2 1
 CQ2308
 CQ2308.Superseded values are not recommended for survey control.
 CQ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2308.See file dsdata.txt to determine how the superseded data were derived.
 CQ2308
 CQ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS555455(NAD 83)
 CQ2308_MARKER: DD = SURVEY DISK
 CQ2308_SETTING: 0 = UNSPECIFIED SETTING
 CQ2308_STAMPING: 56V147 1974
 CQ2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2308
 CQ2308  HISTORY     - Date     Condition        Report By
 CQ2308  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2308
 CQ2308                          STATION DESCRIPTION
 CQ2308
 CQ2308'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2308'5.4 MI S FROM OAKLAND.
 CQ2308'LOCATED 5.4 MILES SOUTH FROM THE FIRE TOWER AT OAKLAND ALONG LOUISIANA
 CQ2308'HIGHWAY 549, 133 FEET WEST OF THE CENTERLINE OF LOUISIANA 549, 94 FEET
 CQ2308'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME STORE BUILDING, 107 FEET
 CQ2308'NORTHWEST OF FENCE CORNER, 80 FEET NORTHWEST OF A SERVICE POWER POLE,
 CQ2308'147 FEET SOUTHWEST OF THE CENTERLINE OF A PARISH BLACKTOP ROAD, 83
 CQ2308'FEET SOUTH OF A 36 INCH SYCAMORE TREE, 2 FEET NORTHEAST OF A WIRE
 CQ2308'FENCE.  IT IS 2 FEET SOUTHEAST OF A METAL WITNESS POST AND PROJECTING
 CQ2308'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2309 ***********************************************************************
 CQ2309  DESIGNATION -  56 V 148 LADTD
 CQ2309  PID         -  CQ2309
 CQ2309  STATE/COUNTY-  LA/UNION
 CQ2309  USGS QUAD   -  TRUXNO (1988)
 CQ2309
 CQ2309                         *CURRENT SURVEY CONTROL
 CQ2309  ___________________________________________________________________
 CQ2309* NAD 83(1986)-  32 55 56.     (N)    092 24 15.     (W)     SCALED    
 CQ2309* NAVD 88     -        64.344  (meters)     211.10   (feet)  ADJUSTED  
 CQ2309  ___________________________________________________________________
 CQ2309  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2309  DYNAMIC HT  -          64.273 (meters)     210.87  (feet)  COMP
 CQ2309  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 CQ2309
 CQ2309  VERT ORDER  -  SECOND    CLASS I
 CQ2309
 CQ2309.The horizontal coordinates were scaled from a topographic map and have
 CQ2309.an estimated accuracy of +/- 6 seconds.
 CQ2309
 CQ2309.The orthometric height was determined by differential leveling
 CQ2309.and adjusted by the National Geodetic Survey in June 1991..
 CQ2309
 CQ2309.The geoid height was determined by GEOID03.
 CQ2309
 CQ2309.The dynamic height is computed by dividing the NAVD 88
 CQ2309.geopotential number by the normal gravity value computed on the
 CQ2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2309.degrees latitude (g = 980.6199 gals.).
 CQ2309
 CQ2309.The modeled gravity was interpolated from observed gravity values.
 CQ2309
 CQ2309;                    North         East    Units  Estimated Accuracy
 CQ2309;SPC LA N     -   269,690.    1,008,960.      MT  (+/- 180 meters Scaled)
 CQ2309
 CQ2309                          SUPERSEDED SURVEY CONTROL
 CQ2309
 CQ2309  NGVD 29 (??/??/??)   64.427  (m)          211.37   (f) ADJUSTED    2 1
 CQ2309
 CQ2309.Superseded values are not recommended for survey control.
 CQ2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2309.See file dsdata.txt to determine how the superseded data were derived.
 CQ2309
 CQ2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS557439(NAD 83)
 CQ2309_MARKER: DD = SURVEY DISK
 CQ2309_SETTING: 0 = UNSPECIFIED SETTING
 CQ2309_STAMPING: 56V148 1974
 CQ2309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2309
 CQ2309  HISTORY     - Date     Condition        Report By
 CQ2309  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2309
 CQ2309                          STATION DESCRIPTION
 CQ2309
 CQ2309'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2309'6.4 MI S FROM OAKLAND.
 CQ2309'LOCATED 6.4 MILES SOUTH FROM THE FIRE TOWER AT OAKLAND ALONG LOUISIANA
 CQ2309'HIGHWAY 549, 146 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA 549, 1
 CQ2309'FOOT NORTHWEST OF A FENCE LEADING NORTHEAST, 40 FEET WEST OF A SERVICE
 CQ2309'POWER POLE, 165 FEET NORTHWEST OF A 30 INCH WATER WELL, 68 FEET
 CQ2309'SOUTHEAST OF A 14 INCH PINE TREE, 134 FEET SOUTHEAST OF THE SOUTH POST
 CQ2309'OF A GATE ON THE EAST RIGHT OF WAY OF LOUISIANA HIGHWAY 549. IT IS 1
 CQ2309'FOOT WEST OF A METAL WITNESS POST PROJECTING 3 INCHES ABOVE THE
 CQ2309'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2310 ***********************************************************************
 CQ2310  DESIGNATION -  56 V 149 LADTD
 CQ2310  PID         -  CQ2310
 CQ2310  STATE/COUNTY-  LA/UNION
 CQ2310  USGS QUAD   -  TRUXNO (1988)
 CQ2310
 CQ2310                         *CURRENT SURVEY CONTROL
 CQ2310  ___________________________________________________________________
 CQ2310* NAD 83(1986)-  32 55 18.     (N)    092 24 13.     (W)     SCALED    
 CQ2310* NAVD 88     -        64.790  (meters)     212.57   (feet)  ADJUSTED  
 CQ2310  ___________________________________________________________________
 CQ2310  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2310  DYNAMIC HT  -          64.719 (meters)     212.33  (feet)  COMP
 CQ2310  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 CQ2310
 CQ2310  VERT ORDER  -  SECOND    CLASS I
 CQ2310
 CQ2310.The horizontal coordinates were scaled from a topographic map and have
 CQ2310.an estimated accuracy of +/- 6 seconds.
 CQ2310
 CQ2310.The orthometric height was determined by differential leveling
 CQ2310.and adjusted by the National Geodetic Survey in June 1991..
 CQ2310
 CQ2310.The geoid height was determined by GEOID03.
 CQ2310
 CQ2310.The dynamic height is computed by dividing the NAVD 88
 CQ2310.geopotential number by the normal gravity value computed on the
 CQ2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2310.degrees latitude (g = 980.6199 gals.).
 CQ2310
 CQ2310.The modeled gravity was interpolated from observed gravity values.
 CQ2310
 CQ2310;                    North         East    Units  Estimated Accuracy
 CQ2310;SPC LA N     -   268,520.    1,009,020.      MT  (+/- 180 meters Scaled)
 CQ2310
 CQ2310                          SUPERSEDED SURVEY CONTROL
 CQ2310
 CQ2310  NGVD 29 (??/??/??)   64.873  (m)          212.84   (f) ADJUSTED    2 1
 CQ2310
 CQ2310.Superseded values are not recommended for survey control.
 CQ2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2310.See file dsdata.txt to determine how the superseded data were derived.
 CQ2310
 CQ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS557427(NAD 83)
 CQ2310_MARKER: DD = SURVEY DISK
 CQ2310_SETTING: 0 = UNSPECIFIED SETTING
 CQ2310_STAMPING: 56V149
 CQ2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2310
 CQ2310  HISTORY     - Date     Condition        Report By
 CQ2310  HISTORY     - UNK      MONUMENTED       LADTD
 CQ2310  HISTORY     - 1974     GOOD             LADTD
 CQ2310  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ2310
 CQ2310                          STATION DESCRIPTION
 CQ2310
 CQ2310'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2310'7.2 MI S FROM OAKLAND.
 CQ2310'LOCATED 7.2 MILES SOUTH FROM THE FIRE TOWER AT OAKLAND ALONG LOUISIANA
 CQ2310'HIGHWAY 549, 114 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CQ2310'549, 15 FEET NORTHEAST OF THE CENTERLINE OF A WOODS ROAD LEADING
 CQ2310'SOUTHEAST, 193 FEET EAST OF A POWER POLE, 164 FEET SOUTHEAST OF THE
 CQ2310'INTERSECTION OF LOUISIANA HIGHWAY 549 AND A WOODS ROAD LEADING
 CQ2310'SOUTHWEST.  IT IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST PROJECTING
 CQ2310'3 INCHES ABOVE THE GROUND.
 CQ2310
 CQ2310                          STATION RECOVERY (1982)
 CQ2310
 CQ2310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ2310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0244 ***********************************************************************
 CQ0244  DESIGNATION -  56 V 15 LADH
 CQ0244  PID         -  CQ0244
 CQ0244  STATE/COUNTY-  LA/UNION
 CQ0244  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0244
 CQ0244                         *CURRENT SURVEY CONTROL
 CQ0244  ___________________________________________________________________
 CQ0244* NAD 83(1986)-  32 39 01.     (N)    092 22 54.     (W)     SCALED    
 CQ0244* NAVD 88     -        71.254  (meters)     233.77   (feet)  ADJUSTED  
 CQ0244  ___________________________________________________________________
 CQ0244  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0244  DYNAMIC HT  -          71.174 (meters)     233.51  (feet)  COMP
 CQ0244  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CQ0244
 CQ0244  VERT ORDER  -  SECOND    CLASS 0
 CQ0244
 CQ0244.The horizontal coordinates were scaled from a topographic map and have
 CQ0244.an estimated accuracy of +/- 6 seconds.
 CQ0244
 CQ0244.The orthometric height was determined by differential leveling
 CQ0244.and adjusted by the National Geodetic Survey in June 1991..
 CQ0244
 CQ0244.The geoid height was determined by GEOID03.
 CQ0244
 CQ0244.The dynamic height is computed by dividing the NAVD 88
 CQ0244.geopotential number by the normal gravity value computed on the
 CQ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0244.degrees latitude (g = 980.6199 gals.).
 CQ0244
 CQ0244.The modeled gravity was interpolated from observed gravity values.
 CQ0244
 CQ0244;                    North         East    Units  Estimated Accuracy
 CQ0244;SPC LA N     -   238,430.    1,011,100.      MT  (+/- 180 meters Scaled)
 CQ0244
 CQ0244                          SUPERSEDED SURVEY CONTROL
 CQ0244
 CQ0244  NGVD 29 (??/??/??)   71.334  (m)          234.03   (f) ADJUSTED    2 0
 CQ0244
 CQ0244.Superseded values are not recommended for survey control.
 CQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0244.See file dsdata.txt to determine how the superseded data were derived.
 CQ0244
 CQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS579126(NAD 83)
 CQ0244_MARKER: DE = TRAVERSE STATION DISK
 CQ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0244_STAMPING: 56V15 1968
 CQ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0244+STABILITY: SURFACE MOTION
 CQ0244
 CQ0244  HISTORY     - Date     Condition        Report By
 CQ0244  HISTORY     - 1968     MONUMENTED       LADH
 CQ0244  HISTORY     - 1968     GOOD             LADH
 CQ0244  HISTORY     - 1990     GOOD             USPSQD
 CQ0244  HISTORY     - 19970211 GOOD             USPSQD
 CQ0244
 CQ0244                          STATION DESCRIPTION
 CQ0244
 CQ0244'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0244'11.0 MI S FROM FARMERVILLE.
 CQ0244'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0244'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0244'15 FOR 7.2 MILES, THENCE SOUTHWEST ALONG STATE HIGHWAY 145 FOR 1.1
 CQ0244'MILES TO THE MARK ON THE RIGHT.  IT IS 2.5 MILES NORTHEAST OF
 CQ0244'DOWNSVILLE, 82 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 81
 CQ0244'FEET WEST OF A SPRING BRANCH, 1 FOOT WEST OF A PASTURE FENCE ON PAUL
 CQ0244'RICHARDSONS PROPERTY, AND 1 1/2 FEET NORTHWEST OF A STEEL WITNESS
 CQ0244'POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V15 1968 AND
 CQ0244'SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0244
 CQ0244                          STATION RECOVERY (1990)
 CQ0244
 CQ0244'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0244'RECOVERED IN GOOD CONDITION.
 CQ0244
 CQ0244                          STATION RECOVERY (1997)
 CQ0244
 CQ0244'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2311 ***********************************************************************
 CQ2311  DESIGNATION -  56 V 150 LADTD
 CQ2311  PID         -  CQ2311
 CQ2311  STATE/COUNTY-  LA/UNION
 CQ2311  USGS QUAD   -  TRUXNO (1988)
 CQ2311
 CQ2311                         *CURRENT SURVEY CONTROL
 CQ2311  ___________________________________________________________________
 CQ2311* NAD 83(1986)-  32 54 30.     (N)    092 24 03.     (W)     SCALED    
 CQ2311* NAVD 88     -        58.410  (meters)     191.63   (feet)  ADJUSTED  
 CQ2311  ___________________________________________________________________
 CQ2311  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2311  DYNAMIC HT  -          58.346 (meters)     191.42  (feet)  COMP
 CQ2311  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 CQ2311
 CQ2311  VERT ORDER  -  SECOND    CLASS I
 CQ2311
 CQ2311.The horizontal coordinates were scaled from a topographic map and have
 CQ2311.an estimated accuracy of +/- 6 seconds.
 CQ2311
 CQ2311.The orthometric height was determined by differential leveling
 CQ2311.and adjusted by the National Geodetic Survey in June 1991..
 CQ2311
 CQ2311.The geoid height was determined by GEOID03.
 CQ2311
 CQ2311.The dynamic height is computed by dividing the NAVD 88
 CQ2311.geopotential number by the normal gravity value computed on the
 CQ2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2311.degrees latitude (g = 980.6199 gals.).
 CQ2311
 CQ2311.The modeled gravity was interpolated from observed gravity values.
 CQ2311
 CQ2311;                    North         East    Units  Estimated Accuracy
 CQ2311;SPC LA N     -   267,040.    1,009,280.      MT  (+/- 180 meters Scaled)
 CQ2311
 CQ2311                          SUPERSEDED SURVEY CONTROL
 CQ2311
 CQ2311  NGVD 29 (??/??/??)   58.494  (m)          191.91   (f) ADJUSTED    2 1
 CQ2311
 CQ2311.Superseded values are not recommended for survey control.
 CQ2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2311.See file dsdata.txt to determine how the superseded data were derived.
 CQ2311
 CQ2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS560412(NAD 83)
 CQ2311_MARKER: DD = SURVEY DISK
 CQ2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2311_STAMPING: 56V150 1974
 CQ2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2311+STABILITY: SURFACE MOTION
 CQ2311
 CQ2311  HISTORY     - Date     Condition        Report By
 CQ2311  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2311
 CQ2311                          STATION DESCRIPTION
 CQ2311
 CQ2311'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2311'8.1 MI S FROM OAKLAND.
 CQ2311'LOCATED 8.1 MILES SOUTH FROM THE FIRE TOWER AT OAKLAND ALONG LOUISIANA
 CQ2311'HIGHWAY 549, 163 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA 549, 18
 CQ2311'FEET SOUTHWEST OF A 36 INCH OAK TREE, 90 FEET NORTH OF THE NORTHEAST
 CQ2311'CORNER OF A RESIDENCE, 111 FEET NORTHEAST OF A YARD FENCE CORNER. IT
 CQ2311'IS 1 FOOT NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A
 CQ2311'10-INCH ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2230 ***********************************************************************
 CQ2230  DESIGNATION -  56 V 151 LADTD
 CQ2230  PID         -  CQ2230
 CQ2230  STATE/COUNTY-  LA/UNION
 CQ2230  USGS QUAD   -  TRUXNO (1988)
 CQ2230
 CQ2230                         *CURRENT SURVEY CONTROL
 CQ2230  ___________________________________________________________________
 CQ2230* NAD 83(1986)-  32 53 42.     (N)    092 23 49.     (W)     SCALED    
 CQ2230* NAVD 88     -        50.135  (meters)     164.48   (feet)  ADJUSTED  
 CQ2230  ___________________________________________________________________
 CQ2230  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2230  DYNAMIC HT  -          50.080 (meters)     164.30  (feet)  COMP
 CQ2230  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CQ2230
 CQ2230  VERT ORDER  -  SECOND    CLASS I
 CQ2230
 CQ2230.The horizontal coordinates were scaled from a topographic map and have
 CQ2230.an estimated accuracy of +/- 6 seconds.
 CQ2230
 CQ2230.The orthometric height was determined by differential leveling
 CQ2230.and adjusted by the National Geodetic Survey in June 1991..
 CQ2230
 CQ2230.The geoid height was determined by GEOID03.
 CQ2230
 CQ2230.The dynamic height is computed by dividing the NAVD 88
 CQ2230.geopotential number by the normal gravity value computed on the
 CQ2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2230.degrees latitude (g = 980.6199 gals.).
 CQ2230
 CQ2230.The modeled gravity was interpolated from observed gravity values.
 CQ2230
 CQ2230;                    North         East    Units  Estimated Accuracy
 CQ2230;SPC LA N     -   265,570.    1,009,640.      MT  (+/- 180 meters Scaled)
 CQ2230
 CQ2230                          SUPERSEDED SURVEY CONTROL
 CQ2230
 CQ2230  NGVD 29 (??/??/??)   50.220  (m)          164.76   (f) ADJUSTED    2 1
 CQ2230
 CQ2230.Superseded values are not recommended for survey control.
 CQ2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2230.See file dsdata.txt to determine how the superseded data were derived.
 CQ2230
 CQ2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS564398(NAD 83)
 CQ2230_MARKER: DD = SURVEY DISK
 CQ2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2230_STAMPING: 56V151 1974
 CQ2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2230+STABILITY: SURFACE MOTION
 CQ2230
 CQ2230  HISTORY     - Date     Condition        Report By
 CQ2230  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2230  HISTORY     - 1976     GOOD             LADTD
 CQ2230
 CQ2230                          STATION DESCRIPTION
 CQ2230
 CQ2230'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2230'9.0 MI S FROM OAKLAND.
 CQ2230'LOCATED 9.0 MILES SOUTH ALONG LOUISIANA HIGHWAY 549 FROM THE FIRE
 CQ2230'TOWER IN THE COMMUNITY OF OAKLAND TO THE MARK ON THE LEFT.  IT IS 124
 CQ2230'FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 549, 1.5 FEET NORTH
 CQ2230'OF A FENCE LEADING EAST, 23 FEET NORTHEAST OF THE NORTH END OF A
 CQ2230'CULVERT UNDER THE GRAVELED ROAD, 25 FEET NORTH OF THE CENTER OF THE
 CQ2230'GRAVELED ROAD LEADING EAST, 161 FEET SOUTHEAST OF A POWER POLE, AND
 CQ2230'1.2 FEET WEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 10
 CQ2230'INCH ROUND CONCRETE POST PROJECTING 2 INCHES.  NOTE-- BENCH MARK
 CQ2230'56V151 IS 0.4 MILES NORTH ALONG LOUISIANA HIGHWAY 549 FROM BENCH MARK
 CQ2230'56V152 AT THE CROSSROADS AT CONWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2231 ***********************************************************************
 CQ2231  DESIGNATION -  56 V 152 LADTD
 CQ2231  PID         -  CQ2231
 CQ2231  STATE/COUNTY-  LA/UNION
 CQ2231  USGS QUAD   -  TRUXNO (1988)
 CQ2231
 CQ2231                         *CURRENT SURVEY CONTROL
 CQ2231  ___________________________________________________________________
 CQ2231* NAD 83(1986)-  32 53 18.     (N)    092 23 45.     (W)     SCALED    
 CQ2231* NAVD 88     -        45.106  (meters)     147.99   (feet)  ADJUSTED  
 CQ2231  ___________________________________________________________________
 CQ2231  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2231  DYNAMIC HT  -          45.056 (meters)     147.82  (feet)  COMP
 CQ2231  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CQ2231
 CQ2231  VERT ORDER  -  SECOND    CLASS I
 CQ2231
 CQ2231.The horizontal coordinates were scaled from a topographic map and have
 CQ2231.an estimated accuracy of +/- 6 seconds.
 CQ2231
 CQ2231.The orthometric height was determined by differential leveling
 CQ2231.and adjusted by the National Geodetic Survey in June 1991..
 CQ2231
 CQ2231.The geoid height was determined by GEOID03.
 CQ2231
 CQ2231.The dynamic height is computed by dividing the NAVD 88
 CQ2231.geopotential number by the normal gravity value computed on the
 CQ2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2231.degrees latitude (g = 980.6199 gals.).
 CQ2231
 CQ2231.The modeled gravity was interpolated from observed gravity values.
 CQ2231
 CQ2231;                    North         East    Units  Estimated Accuracy
 CQ2231;SPC LA N     -   264,830.    1,009,750.      MT  (+/- 180 meters Scaled)
 CQ2231
 CQ2231                          SUPERSEDED SURVEY CONTROL
 CQ2231
 CQ2231  NGVD 29 (??/??/??)   45.191  (m)          148.26   (f) ADJUSTED    2 1
 CQ2231
 CQ2231.Superseded values are not recommended for survey control.
 CQ2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2231.See file dsdata.txt to determine how the superseded data were derived.
 CQ2231
 CQ2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS565390(NAD 83)
 CQ2231_MARKER: DD = SURVEY DISK
 CQ2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2231_STAMPING: 56V152 1974
 CQ2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2231+STABILITY: SURFACE MOTION
 CQ2231
 CQ2231  HISTORY     - Date     Condition        Report By
 CQ2231  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2231  HISTORY     - 1976     GOOD             LADTD
 CQ2231
 CQ2231                          STATION DESCRIPTION
 CQ2231
 CQ2231'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2231'8.5 MI N FROM FARMERVILLE.
 CQ2231'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2231'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2231'HIGHWAY 549 FOR 5.4 MILES TO THE INTERSECTION WITH LOUISIANA HIGHWAY
 CQ2231'348 AT THE COMMUNITY OF CONWAY, AND THE MARK ON THE LEFT.  IT IS 104
 CQ2231'FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 549, 76 FEET
 CQ2231'NORTHWEST OF A POWER POLE, 125 FEET NORTHWEST OF THE NORTHWEST CORNER
 CQ2231'OF A VACANT STORE, 191 FEET NORTH OF THE CENTERLINE OF A BLACKTOP ROAD
 CQ2231'LEADING WEST, 94 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 CQ2231'FRAME HOUSE, 72 FEET NORTHEAST OF A YARD FENCE CORNER, AND 1.1 FEET
 CQ2231'WEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 10 INCH ROUND
 CQ2231'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2314 ***********************************************************************
 CQ2314  DESIGNATION -  56 V 153 LADTD
 CQ2314  PID         -  CQ2314
 CQ2314  STATE/COUNTY-  LA/UNION
 CQ2314  USGS QUAD   -  TRUXNO (1988)
 CQ2314
 CQ2314                         *CURRENT SURVEY CONTROL
 CQ2314  ___________________________________________________________________
 CQ2314* NAD 83(1986)-  32 52 36.     (N)    092 23 37.     (W)     SCALED    
 CQ2314* NAVD 88     -        36.522  (meters)     119.82   (feet)  ADJUSTED  
 CQ2314  ___________________________________________________________________
 CQ2314  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2314  DYNAMIC HT  -          36.481 (meters)     119.69  (feet)  COMP
 CQ2314  MODELED GRAV-     979,543.0   (mgal)                       NAVD 88
 CQ2314
 CQ2314  VERT ORDER  -  SECOND    CLASS I
 CQ2314
 CQ2314.The horizontal coordinates were scaled from a topographic map and have
 CQ2314.an estimated accuracy of +/- 6 seconds.
 CQ2314
 CQ2314.The orthometric height was determined by differential leveling
 CQ2314.and adjusted by the National Geodetic Survey in June 1991..
 CQ2314
 CQ2314.The geoid height was determined by GEOID03.
 CQ2314
 CQ2314.The dynamic height is computed by dividing the NAVD 88
 CQ2314.geopotential number by the normal gravity value computed on the
 CQ2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2314.degrees latitude (g = 980.6199 gals.).
 CQ2314
 CQ2314.The modeled gravity was interpolated from observed gravity values.
 CQ2314
 CQ2314;                    North         East    Units  Estimated Accuracy
 CQ2314;SPC LA N     -   263,530.    1,009,960.      MT  (+/- 180 meters Scaled)
 CQ2314
 CQ2314                          SUPERSEDED SURVEY CONTROL
 CQ2314
 CQ2314  NGVD 29 (??/??/??)   36.608  (m)          120.10   (f) ADJUSTED    2 1
 CQ2314
 CQ2314.Superseded values are not recommended for survey control.
 CQ2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2314.See file dsdata.txt to determine how the superseded data were derived.
 CQ2314
 CQ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS567377(NAD 83)
 CQ2314_MARKER: DD = SURVEY DISK
 CQ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2314_STAMPING: 56V153 1974
 CQ2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2314+STABILITY: SURFACE MOTION
 CQ2314
 CQ2314  HISTORY     - Date     Condition        Report By
 CQ2314  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2314
 CQ2314                          STATION DESCRIPTION
 CQ2314
 CQ2314'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2314'7.6 MI N FROM FARMERVILLE.
 CQ2314'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2314'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2314'HIGHWAY 549 FOR 4.5 MILES AND THE MARK ON THE LEFT, 19 FEET WEST OF A
 CQ2314'POWER POLE, 26 FEET SOUTH OF A WOODS ROAD LEADING WEST, 137 FEET
 CQ2314'NORTHWEST OF THE CENTERLINE OF LOUISIANA 549, 60 FEET SOUTHWEST OF A
 CQ2314'24 INCH CEDAR TREE.  IT IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 CQ2314'POST PROJECTING 3 INCHES.  IT IS 1 FOOT SOUTHWEST OF A METAL WITNESS
 CQ2314'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2315 ***********************************************************************
 CQ2315  DESIGNATION -  56 V 154 LADTD
 CQ2315  PID         -  CQ2315
 CQ2315  STATE/COUNTY-  LA/UNION
 CQ2315  USGS QUAD   -  FARMERVILLE (1988)
 CQ2315
 CQ2315                         *CURRENT SURVEY CONTROL
 CQ2315  ___________________________________________________________________
 CQ2315* NAD 83(1986)-  32 51 44.     (N)    092 23 31.     (W)     SCALED    
 CQ2315* NAVD 88     -        36.812  (meters)     120.77   (feet)  ADJUSTED  
 CQ2315  ___________________________________________________________________
 CQ2315  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2315  DYNAMIC HT  -          36.772 (meters)     120.64  (feet)  COMP
 CQ2315  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CQ2315
 CQ2315  VERT ORDER  -  SECOND    CLASS I
 CQ2315
 CQ2315.The horizontal coordinates were scaled from a topographic map and have
 CQ2315.an estimated accuracy of +/- 6 seconds.
 CQ2315
 CQ2315.The orthometric height was determined by differential leveling
 CQ2315.and adjusted by the National Geodetic Survey in June 1991..
 CQ2315
 CQ2315.The geoid height was determined by GEOID03.
 CQ2315
 CQ2315.The dynamic height is computed by dividing the NAVD 88
 CQ2315.geopotential number by the normal gravity value computed on the
 CQ2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2315.degrees latitude (g = 980.6199 gals.).
 CQ2315
 CQ2315.The modeled gravity was interpolated from observed gravity values.
 CQ2315
 CQ2315;                    North         East    Units  Estimated Accuracy
 CQ2315;SPC LA N     -   261,930.    1,010,110.      MT  (+/- 180 meters Scaled)
 CQ2315
 CQ2315                          SUPERSEDED SURVEY CONTROL
 CQ2315
 CQ2315  NGVD 29 (??/??/??)   36.899  (m)          121.06   (f) ADJUSTED    2 1
 CQ2315
 CQ2315.Superseded values are not recommended for survey control.
 CQ2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2315.See file dsdata.txt to determine how the superseded data were derived.
 CQ2315
 CQ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS568361(NAD 83)
 CQ2315_MARKER: DD = SURVEY DISK
 CQ2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2315_STAMPING: 56V154 1974
 CQ2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2315+STABILITY: SURFACE MOTION
 CQ2315
 CQ2315  HISTORY     - Date     Condition        Report By
 CQ2315  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2315
 CQ2315                          STATION DESCRIPTION
 CQ2315
 CQ2315'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2315'6.6 MI N FROM FARMERVILLE.
 CQ2315'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2315'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2315'HIGHWAY 549 FOR 3.5 MILES AND THE MARK ON THE RIGHT, 139 FEET EAST OF
 CQ2315'THE CENTERLINE OF LOUISIANA HIGHWAY 549, 14 FEET EAST OF A POWER POLE,
 CQ2315'76 FEET SOUTHEAST OF A 48 INCH OAK TREE, 1.2 FEET SOUTH OF A FENCE,
 CQ2315'209 FEET SOUTH OF A POWER POLE AT P.I. IN POWER LINE, 55 FEET
 CQ2315'SOUTHWEST OF A 48 INCH OAK TREE.  IT IS SET IN THE TOP OF A 10-INCH
 CQ2315'ROUND CONCRETE POST 2 FEET WEST OF A METAL WITNESS POST PROJECTING 3
 CQ2315'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2316 ***********************************************************************
 CQ2316  DESIGNATION -  56 V 155 LADTD
 CQ2316  PID         -  CQ2316
 CQ2316  STATE/COUNTY-  LA/UNION
 CQ2316  USGS QUAD   -  FARMERVILLE (1988)
 CQ2316
 CQ2316                         *CURRENT SURVEY CONTROL
 CQ2316  ___________________________________________________________________
 CQ2316* NAD 83(1986)-  32 50 54.     (N)    092 23 41.     (W)     SCALED    
 CQ2316* NAVD 88     -        63.606  (meters)     208.68   (feet)  ADJUSTED  
 CQ2316  ___________________________________________________________________
 CQ2316  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ2316  DYNAMIC HT  -          63.537 (meters)     208.45  (feet)  COMP
 CQ2316  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CQ2316
 CQ2316  VERT ORDER  -  SECOND    CLASS I
 CQ2316
 CQ2316.The horizontal coordinates were scaled from a topographic map and have
 CQ2316.an estimated accuracy of +/- 6 seconds.
 CQ2316
 CQ2316.The orthometric height was determined by differential leveling
 CQ2316.and adjusted by the National Geodetic Survey in June 1991..
 CQ2316
 CQ2316.The geoid height was determined by GEOID03.
 CQ2316
 CQ2316.The dynamic height is computed by dividing the NAVD 88
 CQ2316.geopotential number by the normal gravity value computed on the
 CQ2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2316.degrees latitude (g = 980.6199 gals.).
 CQ2316
 CQ2316.The modeled gravity was interpolated from observed gravity values.
 CQ2316
 CQ2316;                    North         East    Units  Estimated Accuracy
 CQ2316;SPC LA N     -   260,390.    1,009,860.      MT  (+/- 180 meters Scaled)
 CQ2316
 CQ2316                          SUPERSEDED SURVEY CONTROL
 CQ2316
 CQ2316  NGVD 29 (??/??/??)   63.688  (m)          208.95   (f) ADJUSTED    2 1
 CQ2316
 CQ2316.Superseded values are not recommended for survey control.
 CQ2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2316.See file dsdata.txt to determine how the superseded data were derived.
 CQ2316
 CQ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS566346(NAD 83)
 CQ2316_MARKER: DD = SURVEY DISK
 CQ2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2316_STAMPING: 56V155 1974
 CQ2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2316+STABILITY: SURFACE MOTION
 CQ2316
 CQ2316  HISTORY     - Date     Condition        Report By
 CQ2316  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2316
 CQ2316                          STATION DESCRIPTION
 CQ2316
 CQ2316'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2316'5.6 MI N FROM FARMERVILLE.
 CQ2316'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2316'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2316'HIGHWAY 549 FOR 2.5 MILES AND THE MARK ON THE LEFT, 117 FEET NORTHWEST
 CQ2316'OF THE CENTERLINE OF LOUISIANA 549, 1 FOOT NORTH OF A FENCE LEADING
 CQ2316'NORTHWEST, 67 FEET SOUTH OF THE CENTERLINE OF A GRAVELED DRIVE LEADING
 CQ2316'NORTHWEST TO A RESIDENCE, 71 FEET WEST OF A SERVICE POWER POLE, 88
 CQ2316'FEET NORTH OF A POWER POLE.  IT IS SET IN THE TOP OF A 10 INCH ROUND
 CQ2316'CONCRETE POST, 1 FOOT NORTHWEST OF A METAL WITNESS POST PROJECTING 2
 CQ2316'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2320 ***********************************************************************
 CQ2320  DESIGNATION -  56 V 156 LADTD
 CQ2320  PID         -  CQ2320
 CQ2320  STATE/COUNTY-  LA/UNION
 CQ2320  USGS QUAD   -  FARMERVILLE (1988)
 CQ2320
 CQ2320                         *CURRENT SURVEY CONTROL
 CQ2320  ___________________________________________________________________
 CQ2320* NAD 83(1986)-  32 50 06.     (N)    092 24 07.     (W)     SCALED    
 CQ2320* NAVD 88     -        62.966  (meters)     206.58   (feet)  ADJUSTED  
 CQ2320  ___________________________________________________________________
 CQ2320  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ2320  DYNAMIC HT  -          62.897 (meters)     206.35  (feet)  COMP
 CQ2320  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CQ2320
 CQ2320  VERT ORDER  -  SECOND    CLASS I
 CQ2320
 CQ2320.The horizontal coordinates were scaled from a topographic map and have
 CQ2320.an estimated accuracy of +/- 6 seconds.
 CQ2320
 CQ2320.The orthometric height was determined by differential leveling
 CQ2320.and adjusted by the National Geodetic Survey in June 1991..
 CQ2320
 CQ2320.The geoid height was determined by GEOID03.
 CQ2320
 CQ2320.The dynamic height is computed by dividing the NAVD 88
 CQ2320.geopotential number by the normal gravity value computed on the
 CQ2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2320.degrees latitude (g = 980.6199 gals.).
 CQ2320
 CQ2320.The modeled gravity was interpolated from observed gravity values.
 CQ2320
 CQ2320;                    North         East    Units  Estimated Accuracy
 CQ2320;SPC LA N     -   258,910.    1,009,180.      MT  (+/- 180 meters Scaled)
 CQ2320
 CQ2320                          SUPERSEDED SURVEY CONTROL
 CQ2320
 CQ2320  NGVD 29 (??/??/??)   63.048  (m)          206.85   (f) ADJUSTED    2 1
 CQ2320
 CQ2320.Superseded values are not recommended for survey control.
 CQ2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2320.See file dsdata.txt to determine how the superseded data were derived.
 CQ2320
 CQ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS559331(NAD 83)
 CQ2320_MARKER: DD = SURVEY DISK
 CQ2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2320_STAMPING: 56V156 1974
 CQ2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2320+STABILITY: SURFACE MOTION
 CQ2320
 CQ2320  HISTORY     - Date     Condition        Report By
 CQ2320  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2320  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ2320
 CQ2320                          STATION DESCRIPTION
 CQ2320
 CQ2320'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2320'4.4 MI N FROM FARMERVILLE.
 CQ2320'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2320'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2320'HIGHWAY 549 FOR 1.3 MILES AND THE MARK ON THE RIGHT, 138 FEET EAST OF
 CQ2320'THE CENTERLINE OF LOUISIANA 549, 178 FEET NORTHEAST OF A POWER POLE,
 CQ2320'26 FEET SOUTHEAST OF THE CENTERLINE OF A WOODS ROAD LEADING NORTHEAST,
 CQ2320'9 FEET NORTH OF A 20 INCH PINE TREE.  IT IS 1 FOOT SOUTH OF A METAL
 CQ2320'WITNESS POST, SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST
 CQ2320'PROJECTING 4 INCHES ABOVE THE GROUND.
 CQ2320
 CQ2320                          STATION RECOVERY (1982)
 CQ2320
 CQ2320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ2320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2291 ***********************************************************************
 CQ2291  DESIGNATION -  56 V 157 LADTD
 CQ2291  PID         -  CQ2291
 CQ2291  STATE/COUNTY-  LA/UNION
 CQ2291  USGS QUAD   -  MARION WEST (1988)
 CQ2291
 CQ2291                         *CURRENT SURVEY CONTROL
 CQ2291  ___________________________________________________________________
 CQ2291* NAD 83(1986)-  32 54 06.     (N)    092 15 02.     (W)     SCALED    
 CQ2291* NAVD 88     -        51.046  (meters)     167.47   (feet)  ADJUSTED  
 CQ2291  ___________________________________________________________________
 CQ2291  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2291  DYNAMIC HT  -          50.991 (meters)     167.29  (feet)  COMP
 CQ2291  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 CQ2291
 CQ2291  VERT ORDER  -  SECOND    CLASS I
 CQ2291
 CQ2291.The horizontal coordinates were scaled from a topographic map and have
 CQ2291.an estimated accuracy of +/- 6 seconds.
 CQ2291
 CQ2291.The orthometric height was determined by differential leveling
 CQ2291.and adjusted by the National Geodetic Survey in June 1991..
 CQ2291
 CQ2291.The geoid height was determined by GEOID03.
 CQ2291
 CQ2291.The dynamic height is computed by dividing the NAVD 88
 CQ2291.geopotential number by the normal gravity value computed on the
 CQ2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2291.degrees latitude (g = 980.6199 gals.).
 CQ2291
 CQ2291.The modeled gravity was interpolated from observed gravity values.
 CQ2291
 CQ2291;                    North         East    Units  Estimated Accuracy
 CQ2291;SPC LA N     -   266,330.    1,023,340.      MT  (+/- 180 meters Scaled)
 CQ2291
 CQ2291                          SUPERSEDED SURVEY CONTROL
 CQ2291
 CQ2291  NGVD 29 (??/??/??)   51.137  (m)          167.77   (f) ADJUSTED    2 1
 CQ2291
 CQ2291.Superseded values are not recommended for survey control.
 CQ2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2291.See file dsdata.txt to determine how the superseded data were derived.
 CQ2291
 CQ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS700406(NAD 83)
 CQ2291_MARKER: DD = SURVEY DISK
 CQ2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2291_STAMPING: 56V157 1972
 CQ2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2291+STABILITY: SURFACE MOTION
 CQ2291
 CQ2291  HISTORY     - Date     Condition        Report By
 CQ2291  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2291  HISTORY     - 1974     GOOD             LADTD
 CQ2291
 CQ2291                          STATION DESCRIPTION
 CQ2291
 CQ2291'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2291'IN MARION.
 CQ2291'LOCATED IN MARION, 200 FEET NORTH OF THE INTERSECTION OF LOUISIANA
 CQ2291'HIGHWAYS 551 AND 33, 119 FEET EAST OF THE CENTER OF LOUISIANA HIGHWAY
 CQ2291'551, 125 FEET WEST OF THE SOUTHWEST CORNER OF A TWO STORY WOOD FRAME
 CQ2291'RESIDENCE, 148 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CITGO
 CQ2291'GASOLINE BULK PLANT AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 CQ2291'STANDARD BENCH MARK DISK SET IN THE TOP OF A 10 INCH ROUND CONCRETE
 CQ2291'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0245 ***********************************************************************
 CQ0245  DESIGNATION -  56 V 16 LADH
 CQ0245  PID         -  CQ0245
 CQ0245  STATE/COUNTY-  LA/UNION
 CQ0245  USGS QUAD   -  POINT (1994)
 CQ0245
 CQ0245                         *CURRENT SURVEY CONTROL
 CQ0245  ___________________________________________________________________
 CQ0245* NAD 83(1986)-  32 39 28.     (N)    092 22 08.     (W)     SCALED    
 CQ0245* NAVD 88     -        60.215  (meters)     197.56   (feet)  ADJUSTED  
 CQ0245  ___________________________________________________________________
 CQ0245  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0245  DYNAMIC HT  -          60.149 (meters)     197.34  (feet)  COMP
 CQ0245  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CQ0245
 CQ0245  VERT ORDER  -  SECOND    CLASS 0
 CQ0245
 CQ0245.The horizontal coordinates were scaled from a topographic map and have
 CQ0245.an estimated accuracy of +/- 6 seconds.
 CQ0245
 CQ0245.The orthometric height was determined by differential leveling
 CQ0245.and adjusted by the National Geodetic Survey in June 1991..
 CQ0245
 CQ0245.The geoid height was determined by GEOID03.
 CQ0245
 CQ0245.The dynamic height is computed by dividing the NAVD 88
 CQ0245.geopotential number by the normal gravity value computed on the
 CQ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0245.degrees latitude (g = 980.6199 gals.).
 CQ0245
 CQ0245.The modeled gravity was interpolated from observed gravity values.
 CQ0245
 CQ0245;                    North         East    Units  Estimated Accuracy
 CQ0245;SPC LA N     -   239,260.    1,012,300.      MT  (+/- 180 meters Scaled)
 CQ0245
 CQ0245                          SUPERSEDED SURVEY CONTROL
 CQ0245
 CQ0245  NGVD 29 (??/??/??)   60.297  (m)          197.82   (f) ADJUSTED    2 0
 CQ0245
 CQ0245.Superseded values are not recommended for survey control.
 CQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0245.See file dsdata.txt to determine how the superseded data were derived.
 CQ0245
 CQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS591135(NAD 83)
 CQ0245_MARKER: DE = TRAVERSE STATION DISK
 CQ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0245_STAMPING: 56V16 1968
 CQ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0245+STABILITY: SURFACE MOTION
 CQ0245
 CQ0245  HISTORY     - Date     Condition        Report By
 CQ0245  HISTORY     - 1968     MONUMENTED       LADH
 CQ0245  HISTORY     - 1968     GOOD             LADH
 CQ0245  HISTORY     - 19970218 GOOD             USPSQD
 CQ0245
 CQ0245                          STATION DESCRIPTION
 CQ0245
 CQ0245'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0245'9.9 MI S FROM FARMERVILLE.
 CQ0245'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0245'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0245'15 FOR 7.2 MILES TO THE MARK ON THE RIGHT.  IT IS 120 FEET SOUTHWEST
 CQ0245'OF THE CENTERLINE OF STATE HIGHWAY 15, 70 FEET NORTHWEST OF THE
 CQ0245'CENTERLINE OF STATE HIGHWAY 145 ON ALLEN PROPERTY, 29 FEET WEST OF A
 CQ0245'WIRE FENCE, AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST.  IT IS A LDH
 CQ0245'AND C AND GS TRAVERSE DISK STAMPED 56V16 1968 SET IN THE TOP OF A
 CQ0245'CONCRETE POST PROJECTING 4-INCHES.  NOTE-- THE DISK IS LOCATED 0.9
 CQ0245'MILES SOUTHWEST OF BM 56V17.
 CQ0245
 CQ0245                          STATION RECOVERY (1997)
 CQ0245
 CQ0245'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0246 ***********************************************************************
 CQ0246  DESIGNATION -  56 V 17 LADH
 CQ0246  PID         -  CQ0246
 CQ0246  STATE/COUNTY-  LA/UNION
 CQ0246  USGS QUAD   -  POINT (1994)
 CQ0246
 CQ0246                         *CURRENT SURVEY CONTROL
 CQ0246  ___________________________________________________________________
 CQ0246* NAD 83(1986)-  32 39 30.     (N)    092 21 44.     (W)     SCALED    
 CQ0246* NAVD 88     -        65.262  (meters)     214.11   (feet)  ADJUSTED  
 CQ0246  ___________________________________________________________________
 CQ0246  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0246  DYNAMIC HT  -          65.190 (meters)     213.88  (feet)  COMP
 CQ0246  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CQ0246
 CQ0246  VERT ORDER  -  SECOND    CLASS 0
 CQ0246
 CQ0246.The horizontal coordinates were scaled from a topographic map and have
 CQ0246.an estimated accuracy of +/- 6 seconds.
 CQ0246
 CQ0246.The orthometric height was determined by differential leveling
 CQ0246.and adjusted by the National Geodetic Survey in June 1991..
 CQ0246
 CQ0246.The geoid height was determined by GEOID03.
 CQ0246
 CQ0246.The dynamic height is computed by dividing the NAVD 88
 CQ0246.geopotential number by the normal gravity value computed on the
 CQ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0246.degrees latitude (g = 980.6199 gals.).
 CQ0246
 CQ0246.The modeled gravity was interpolated from observed gravity values.
 CQ0246
 CQ0246;                    North         East    Units  Estimated Accuracy
 CQ0246;SPC LA N     -   239,320.    1,012,930.      MT  (+/- 180 meters Scaled)
 CQ0246
 CQ0246                          SUPERSEDED SURVEY CONTROL
 CQ0246
 CQ0246  NGVD 29 (??/??/??)   65.343  (m)          214.38   (f) ADJUSTED    2 0
 CQ0246
 CQ0246.Superseded values are not recommended for survey control.
 CQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0246.See file dsdata.txt to determine how the superseded data were derived.
 CQ0246
 CQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS598135(NAD 83)
 CQ0246_MARKER: DE = TRAVERSE STATION DISK
 CQ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0246_STAMPING: 56V17 1968
 CQ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0246+STABILITY: SURFACE MOTION
 CQ0246
 CQ0246  HISTORY     - Date     Condition        Report By
 CQ0246  HISTORY     - 1968     MONUMENTED       LADH
 CQ0246  HISTORY     - 1968     GOOD             LADH
 CQ0246  HISTORY     - 19970218 GOOD             USPSQD
 CQ0246
 CQ0246                          STATION DESCRIPTION
 CQ0246
 CQ0246'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0246'10.4 MI SE FROM FARMERVILLE.
 CQ0246'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0246'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0246'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 0.7 MILES TO
 CQ0246'THE MARK ON THE RIGHT.  IT IS 5.1 MILES WEST OF THE POINT POST OFFICE.
 CQ0246'IT IS 74 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF
 CQ0246'THE BEARDEN-SIMPSON BOUNDRY FENCE ON SIMPSONS PROPERTY, 38 FEET
 CQ0246'SOUTHEAST OF A POWER POLE AND 1 1/2 FEET SOUTH OF A STEEL WITNESS
 CQ0246'POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V17 1968 SET
 CQ0246'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  NOTE-- THE DISK IS
 CQ0246'LOCATED 0.9 MILES NORTHEAST OF BM 56V16.
 CQ0246
 CQ0246                          STATION RECOVERY (1997)
 CQ0246
 CQ0246'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0253 ***********************************************************************
 CQ0253  DESIGNATION -  56 V 18 LADH
 CQ0253  PID         -  CQ0253
 CQ0253  STATE/COUNTY-  LA/UNION
 CQ0253  USGS QUAD   -  POINT (1994)
 CQ0253
 CQ0253                         *CURRENT SURVEY CONTROL
 CQ0253  ___________________________________________________________________
 CQ0253* NAD 83(1986)-  32 39 33.     (N)    092 18 32.     (W)     SCALED    
 CQ0253* NAVD 88     -        46.796  (meters)     153.53   (feet)  ADJUSTED  
 CQ0253  ___________________________________________________________________
 CQ0253  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0253  DYNAMIC HT  -          46.744 (meters)     153.36  (feet)  COMP
 CQ0253  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 CQ0253
 CQ0253  VERT ORDER  -  SECOND    CLASS 0
 CQ0253
 CQ0253.The horizontal coordinates were scaled from a topographic map and have
 CQ0253.an estimated accuracy of +/- 6 seconds.
 CQ0253
 CQ0253.The orthometric height was determined by differential leveling
 CQ0253.and adjusted by the National Geodetic Survey in June 1991..
 CQ0253
 CQ0253.The geoid height was determined by GEOID03.
 CQ0253
 CQ0253.The dynamic height is computed by dividing the NAVD 88
 CQ0253.geopotential number by the normal gravity value computed on the
 CQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0253.degrees latitude (g = 980.6199 gals.).
 CQ0253
 CQ0253.The modeled gravity was interpolated from observed gravity values.
 CQ0253
 CQ0253;                    North         East    Units  Estimated Accuracy
 CQ0253;SPC LA N     -   239,420.    1,017,930.      MT  (+/- 180 meters Scaled)
 CQ0253
 CQ0253                          SUPERSEDED SURVEY CONTROL
 CQ0253
 CQ0253  NGVD 29 (??/??/??)   46.876  (m)          153.79   (f) ADJUSTED    2 0
 CQ0253
 CQ0253.Superseded values are not recommended for survey control.
 CQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0253.See file dsdata.txt to determine how the superseded data were derived.
 CQ0253
 CQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS648137(NAD 83)
 CQ0253_MARKER: DD = SURVEY DISK
 CQ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0253_STAMPING: 56V18 1968
 CQ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0253+STABILITY: SURFACE MOTION
 CQ0253
 CQ0253  HISTORY     - Date     Condition        Report By
 CQ0253  HISTORY     - 1968     MONUMENTED       LADH
 CQ0253  HISTORY     - 1968     GOOD             LADH
 CQ0253  HISTORY     - 19970218 GOOD             USPSQD
 CQ0253
 CQ0253                          STATION DESCRIPTION
 CQ0253
 CQ0253'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0253'13.6 MI SE FROM FARMERVILLE.
 CQ0253'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0253'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0253'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 3.9 MILES TO
 CQ0253'THE MARK ON THE LEFT.  IT IS 1.9 MILES WEST OF THE POINT POST OFFICE,
 CQ0253'91 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A
 CQ0253'PASTURE FENCE, 74 FEET WEST OF THE SOUTHWEST CORNER OF MRS. E. J.
 CQ0253'OWENS HOUSE, AND 2 FEET NORTHEAST OF A STEEL WITNESS POST.  IT IS A
 CQ0253'LDH AND C AND GS TRAVERSE DISK STAMPED 56V18 1968, SET IN THE TOP OF A
 CQ0253'CONCRETE POST PROJECTING 2-INCHES.
 CQ0253
 CQ0253                          STATION RECOVERY (1997)
 CQ0253
 CQ0253'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2339 ***********************************************************************
 CQ2339  DESIGNATION -  56 V 187 LADTD
 CQ2339  PID         -  CQ2339
 CQ2339  STATE/COUNTY-  LA/UNION
 CQ2339  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ2339
 CQ2339                         *CURRENT SURVEY CONTROL
 CQ2339  ___________________________________________________________________
 CQ2339* NAD 83(1986)-  32 42 53.     (N)    092 12 38.     (W)     SCALED    
 CQ2339* NAVD 88     -        55.004  (meters)     180.46   (feet)  ADJUSTED  
 CQ2339  ___________________________________________________________________
 CQ2339  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2339  DYNAMIC HT  -          54.943 (meters)     180.26  (feet)  COMP
 CQ2339  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CQ2339
 CQ2339  VERT ORDER  -  SECOND    CLASS I
 CQ2339
 CQ2339.The horizontal coordinates were scaled from a topographic map and have
 CQ2339.an estimated accuracy of +/- 6 seconds.
 CQ2339
 CQ2339.The orthometric height was determined by differential leveling
 CQ2339.and adjusted by the National Geodetic Survey in June 1991..
 CQ2339
 CQ2339.The geoid height was determined by GEOID03.
 CQ2339
 CQ2339.The dynamic height is computed by dividing the NAVD 88
 CQ2339.geopotential number by the normal gravity value computed on the
 CQ2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2339.degrees latitude (g = 980.6199 gals.).
 CQ2339
 CQ2339.The modeled gravity was interpolated from observed gravity values.
 CQ2339
 CQ2339;                    North         East    Units  Estimated Accuracy
 CQ2339;SPC LA N     -   245,600.    1,027,140.      MT  (+/- 180 meters Scaled)
 CQ2339
 CQ2339                          SUPERSEDED SURVEY CONTROL
 CQ2339
 CQ2339  NGVD 29 (??/??/??)   55.085  (m)          180.72   (f) ADJUSTED    2 1
 CQ2339
 CQ2339.Superseded values are not recommended for survey control.
 CQ2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2339.See file dsdata.txt to determine how the superseded data were derived.
 CQ2339
 CQ2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS739199(NAD 83)
 CQ2339_MARKER: DE = TRAVERSE STATION DISK
 CQ2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2339_STAMPING: 56V187 1972
 CQ2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2339+STABILITY: SURFACE MOTION
 CQ2339
 CQ2339  HISTORY     - Date     Condition        Report By
 CQ2339  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2339  HISTORY     - 1987     GOOD             USPSQD
 CQ2339
 CQ2339                          STATION DESCRIPTION
 CQ2339
 CQ2339'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2339'0.7 MI E FROM CROSSROADS.
 CQ2339'LOCATED 0.7 MILES EAST ALONG STATE HIGHWAY 2 FROM CROSS ROADS BAPTIST
 CQ2339'CHURCH, IT IS 191.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23
 CQ2339'FEET SOUTHWEST OF A GAS LINE, 122 FEET SOUTH OF POWER LINE, 74 FEET
 CQ2339'SOUTH OF TWO GAS LINE CROSSINGS, 3 FOOT SOUTHWEST OF GAS LINE RIGHT OF
 CQ2339'WAY, 150 FEET NORTHEAST OF LA. POWER AND LIGHT CO. HIGH VOLTAGE LINE.
 CQ2339'IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V187 1972, 1.3 FEET
 CQ2339'WEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ2339'PROJECTING 2 INCHES ABOVE THE GROUND.  SECTION 13, T 20N, R 2E.
 CQ2339
 CQ2339                          STATION RECOVERY (1987)
 CQ2339
 CQ2339'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2340 ***********************************************************************
 CQ2340  DESIGNATION -  56 V 188 LADTD
 CQ2340  PID         -  CQ2340
 CQ2340  STATE/COUNTY-  LA/UNION
 CQ2340  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ2340
 CQ2340                         *CURRENT SURVEY CONTROL
 CQ2340  ___________________________________________________________________
 CQ2340* NAD 83(1986)-  32 42 46.     (N)    092 11 52.     (W)     SCALED    
 CQ2340* NAVD 88     -        40.158  (meters)     131.75   (feet)  ADJUSTED  
 CQ2340  ___________________________________________________________________
 CQ2340  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2340  DYNAMIC HT  -          40.114 (meters)     131.61  (feet)  COMP
 CQ2340  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CQ2340
 CQ2340  VERT ORDER  -  SECOND    CLASS I
 CQ2340
 CQ2340.The horizontal coordinates were scaled from a topographic map and have
 CQ2340.an estimated accuracy of +/- 6 seconds.
 CQ2340
 CQ2340.The orthometric height was determined by differential leveling
 CQ2340.and adjusted by the National Geodetic Survey in June 1991..
 CQ2340
 CQ2340.The geoid height was determined by GEOID03.
 CQ2340
 CQ2340.The dynamic height is computed by dividing the NAVD 88
 CQ2340.geopotential number by the normal gravity value computed on the
 CQ2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2340.degrees latitude (g = 980.6199 gals.).
 CQ2340
 CQ2340.The modeled gravity was interpolated from observed gravity values.
 CQ2340
 CQ2340;                    North         East    Units  Estimated Accuracy
 CQ2340;SPC LA N     -   245,390.    1,028,340.      MT  (+/- 180 meters Scaled)
 CQ2340
 CQ2340                          SUPERSEDED SURVEY CONTROL
 CQ2340
 CQ2340  NGVD 29 (??/??/??)   40.239  (m)          132.02   (f) ADJUSTED    2 1
 CQ2340
 CQ2340.Superseded values are not recommended for survey control.
 CQ2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2340.See file dsdata.txt to determine how the superseded data were derived.
 CQ2340
 CQ2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS751197(NAD 83)
 CQ2340_MARKER: DD = SURVEY DISK
 CQ2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2340_STAMPING: 56V188 1972
 CQ2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2340+STABILITY: SURFACE MOTION
 CQ2340
 CQ2340  HISTORY     - Date     Condition        Report By
 CQ2340  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2340  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ2340
 CQ2340                          STATION DESCRIPTION
 CQ2340
 CQ2340'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2340'1.5 MI E FROM CROSSROADS.
 CQ2340'LOCATED 1.5 MILES EAST ALONG STATE HIGHWAY 2 FROM CROSSROADS BAPTIST
 CQ2340'CHURCH, 159 FEET NORTH OF CENTERLINE OF HIGHWAY, 102 FEET NORTHWEST OF
 CQ2340'GAS WELL NO. 341, 114 FEET SOUTH OF TELEPHONE LINE, 111 FEET SOUTH OF
 CQ2340'BARBED WIRE FENCE, 24 FEET NORTHEAST OF WOODS ROAD OWNED BY OLIN
 CQ2340'INDUSTRIES, 1.4 FEET NORTH OF A METAL WITNESS POST, SET IN TOP OF A
 CQ2340'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  SECTION 18, T 20N,
 CQ2340'R 3E.
 CQ2340
 CQ2340                          STATION RECOVERY (1987)
 CQ2340
 CQ2340'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ2340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2341 ***********************************************************************
 CQ2341  DESIGNATION -  56 V 189 LADTD
 CQ2341  PID         -  CQ2341
 CQ2341  STATE/COUNTY-  LA/UNION
 CQ2341  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ2341
 CQ2341                         *CURRENT SURVEY CONTROL
 CQ2341  ___________________________________________________________________
 CQ2341* NAD 83(1986)-  32 42 49.     (N)    092 11 03.     (W)     SCALED    
 CQ2341* NAVD 88     -        27.924  (meters)      91.61   (feet)  ADJUSTED  
 CQ2341  ___________________________________________________________________
 CQ2341  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2341  DYNAMIC HT  -          27.893 (meters)      91.51  (feet)  COMP
 CQ2341  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 CQ2341
 CQ2341  VERT ORDER  -  SECOND    CLASS I
 CQ2341
 CQ2341.The horizontal coordinates were scaled from a topographic map and have
 CQ2341.an estimated accuracy of +/- 6 seconds.
 CQ2341
 CQ2341.The orthometric height was determined by differential leveling
 CQ2341.and adjusted by the National Geodetic Survey in June 1991..
 CQ2341
 CQ2341.The geoid height was determined by GEOID03.
 CQ2341
 CQ2341.The dynamic height is computed by dividing the NAVD 88
 CQ2341.geopotential number by the normal gravity value computed on the
 CQ2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2341.degrees latitude (g = 980.6199 gals.).
 CQ2341
 CQ2341.The modeled gravity was interpolated from observed gravity values.
 CQ2341
 CQ2341;                    North         East    Units  Estimated Accuracy
 CQ2341;SPC LA N     -   245,490.    1,029,610.      MT  (+/- 180 meters Scaled)
 CQ2341
 CQ2341                          SUPERSEDED SURVEY CONTROL
 CQ2341
 CQ2341  NGVD 29 (??/??/??)   28.006  (m)           91.88   (f) ADJUSTED    2 1
 CQ2341
 CQ2341.Superseded values are not recommended for survey control.
 CQ2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2341.See file dsdata.txt to determine how the superseded data were derived.
 CQ2341
 CQ2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS764198(NAD 83)
 CQ2341_MARKER: DD = SURVEY DISK
 CQ2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2341_STAMPING: 56V189 1972
 CQ2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2341+STABILITY: SURFACE MOTION
 CQ2341
 CQ2341  HISTORY     - Date     Condition        Report By
 CQ2341  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2341
 CQ2341                          STATION DESCRIPTION
 CQ2341
 CQ2341'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2341'2.3 MI E FROM CROSSROADS.
 CQ2341'LOCATED 2.3 MILES EAST ALONG STATE HIGHWAY 2 FROM CROSSROADS BAPTIST
 CQ2341'CHURCH, 179 FEET NORTH OF CENTERLINE OF HIGHWAY, 94 FEET NORTH OF
 CQ2341'POWER LINE, 134 FEET NORTH OF A BARBED WIRE FENCE, 114 FEET NORTHEAST
 CQ2341'OF FENCE, 34 FEET NORTHEAST BY EAST OF GAS METER HOUSE NO. 439, 13
 CQ2341'FEET NORTH OF WOODS ROAD ONE - FORTH MILE EAST OF BAYOU DE LOUTRE
 CQ2341'BRIDGE, 1.6 FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 CQ2341'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  SECTION 17, T 20N,
 CQ2341'R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0255 ***********************************************************************
 CQ0255  DESIGNATION -  56 V 19 LADH
 CQ0255  PID         -  CQ0255
 CQ0255  STATE/COUNTY-  LA/UNION
 CQ0255  USGS QUAD   -  POINT (1994)
 CQ0255
 CQ0255                         *CURRENT SURVEY CONTROL
 CQ0255  ___________________________________________________________________
 CQ0255* NAD 83(1986)-  32 39 48.     (N)    092 17 30.     (W)     SCALED    
 CQ0255* NAVD 88     -        54.051  (meters)     177.33   (feet)  ADJUSTED  
 CQ0255  ___________________________________________________________________
 CQ0255  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0255  DYNAMIC HT  -          53.991 (meters)     177.14  (feet)  COMP
 CQ0255  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CQ0255
 CQ0255  VERT ORDER  -  SECOND    CLASS 0
 CQ0255
 CQ0255.The horizontal coordinates were scaled from a topographic map and have
 CQ0255.an estimated accuracy of +/- 6 seconds.
 CQ0255
 CQ0255.The orthometric height was determined by differential leveling
 CQ0255.and adjusted by the National Geodetic Survey in June 1991..
 CQ0255
 CQ0255.The geoid height was determined by GEOID03.
 CQ0255
 CQ0255.The dynamic height is computed by dividing the NAVD 88
 CQ0255.geopotential number by the normal gravity value computed on the
 CQ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0255.degrees latitude (g = 980.6199 gals.).
 CQ0255
 CQ0255.The modeled gravity was interpolated from observed gravity values.
 CQ0255
 CQ0255;                    North         East    Units  Estimated Accuracy
 CQ0255;SPC LA N     -   239,890.    1,019,540.      MT  (+/- 180 meters Scaled)
 CQ0255
 CQ0255                          SUPERSEDED SURVEY CONTROL
 CQ0255
 CQ0255  NGVD 29 (??/??/??)   54.130  (m)          177.59   (f) ADJUSTED    2 0
 CQ0255
 CQ0255.Superseded values are not recommended for survey control.
 CQ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0255.See file dsdata.txt to determine how the superseded data were derived.
 CQ0255
 CQ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS664141(NAD 83)
 CQ0255_MARKER: DD = SURVEY DISK
 CQ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0255_STAMPING: 56V19 1968
 CQ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0255+STABILITY: SURFACE MOTION
 CQ0255
 CQ0255  HISTORY     - Date     Condition        Report By
 CQ0255  HISTORY     - 1968     MONUMENTED       LADH
 CQ0255  HISTORY     - 1968     GOOD             LADH
 CQ0255  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 CQ0255
 CQ0255                          STATION DESCRIPTION
 CQ0255
 CQ0255'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0255'14.6 MI SE FROM FARMERVILLE.
 CQ0255'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0255'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0255'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 4.9 MILES TO
 CQ0255'THE MARK ON THE LEFT.  IT IS 0.9 MILES WEST OF THE POINT POST OFFICE,
 CQ0255'132 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A
 CQ0255'PASTURE FENCE, 158 FEET WEST OF THE SOUTHWEST CORNER OF MRS. DYERS
 CQ0255'HOUSE, AND 2 FEET NORTHEAST OF A STEEL WITNESS POST.  IT IS A LDH AND
 CQ0255'C AND GS TRAVERSE DISK STAMPED 56V19 1968, SET IN THE TOP OF A
 CQ0255'CONCRETE POST PROJECTING 4-INCHES.
 CQ0255
 CQ0255                          STATION RECOVERY (1997)
 CQ0255
 CQ0255'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2342 ***********************************************************************
 CQ2342  DESIGNATION -  56 V 190 LADTD
 CQ2342  PID         -  CQ2342
 CQ2342  STATE/COUNTY-  LA/UNION
 CQ2342  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ2342
 CQ2342                         *CURRENT SURVEY CONTROL
 CQ2342  ___________________________________________________________________
 CQ2342* NAD 83(1986)-  32 43 03.     (N)    092 10 16.     (W)     SCALED    
 CQ2342* NAVD 88     -        25.825  (meters)      84.73   (feet)  ADJUSTED  
 CQ2342  ___________________________________________________________________
 CQ2342  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2342  DYNAMIC HT  -          25.796 (meters)      84.63  (feet)  COMP
 CQ2342  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CQ2342
 CQ2342  VERT ORDER  -  SECOND    CLASS I
 CQ2342
 CQ2342.The horizontal coordinates were scaled from a topographic map and have
 CQ2342.an estimated accuracy of +/- 6 seconds.
 CQ2342
 CQ2342.The orthometric height was determined by differential leveling
 CQ2342.and adjusted by the National Geodetic Survey in June 1991..
 CQ2342
 CQ2342.The geoid height was determined by GEOID03.
 CQ2342
 CQ2342.The dynamic height is computed by dividing the NAVD 88
 CQ2342.geopotential number by the normal gravity value computed on the
 CQ2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2342.degrees latitude (g = 980.6199 gals.).
 CQ2342
 CQ2342.The modeled gravity was interpolated from observed gravity values.
 CQ2342
 CQ2342;                    North         East    Units  Estimated Accuracy
 CQ2342;SPC LA N     -   245,920.    1,030,830.      MT  (+/- 180 meters Scaled)
 CQ2342
 CQ2342                          SUPERSEDED SURVEY CONTROL
 CQ2342
 CQ2342  NGVD 29 (??/??/??)   25.907  (m)           85.00   (f) ADJUSTED    2 1
 CQ2342
 CQ2342.Superseded values are not recommended for survey control.
 CQ2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2342.See file dsdata.txt to determine how the superseded data were derived.
 CQ2342
 CQ2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS776202(NAD 83)
 CQ2342_MARKER: DE = TRAVERSE STATION DISK
 CQ2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2342_STAMPING: 56V190 1972
 CQ2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2342+STABILITY: SURFACE MOTION
 CQ2342
 CQ2342  HISTORY     - Date     Condition        Report By
 CQ2342  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2342
 CQ2342                          STATION DESCRIPTION
 CQ2342
 CQ2342'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2342'3.1 MI E FROM CROSSROADS.
 CQ2342'LOCATED 3.1 MILES EAST ALONG STATE HIGHWAY 2 FROM CROSSROADS BAPTIST
 CQ2342'CHURCH, 199 FEET NORTH OF CENTERLINE OF HIGHWAY, 154 FEET NORTH NORTH
 CQ2342'EAST FROM FENCE CORNER, 137 FEET NORTH OF POWER LINE, 25 FEET
 CQ2342'NORTHEAST CORNER OF FENCE, 51 FEET NORTH NORTH EAST CENTERLINE OF
 CQ2342'CATTLE GUARD, 49 FEET EAST CENTERLINE OF GRAVEL ROAD.  IT IS A LDH AND
 CQ2342'C AND GS TRAVERSE DISK STAMPED 56V190 1972.  1.5 FEET EAST OF A METAL
 CQ2342'WITNESS POST, SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES ABOVE
 CQ2342'THE GROUND.  SECTION 16, T 20N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2343 ***********************************************************************
 CQ2343  DESIGNATION -  56 V 191 LADTD
 CQ2343  PID         -  CQ2343
 CQ2343  STATE/COUNTY-  LA/UNION
 CQ2343  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ2343
 CQ2343                         *CURRENT SURVEY CONTROL
 CQ2343  ___________________________________________________________________
 CQ2343* NAD 83(1986)-  32 43 16.     (N)    092 09 30.     (W)     SCALED    
 CQ2343* NAVD 88     -        27.172  (meters)      89.15   (feet)  ADJUSTED  
 CQ2343  ___________________________________________________________________
 CQ2343  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2343  DYNAMIC HT  -          27.142 (meters)      89.05  (feet)  COMP
 CQ2343  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CQ2343
 CQ2343  VERT ORDER  -  SECOND    CLASS I
 CQ2343
 CQ2343.The horizontal coordinates were scaled from a topographic map and have
 CQ2343.an estimated accuracy of +/- 6 seconds.
 CQ2343
 CQ2343.The orthometric height was determined by differential leveling
 CQ2343.and adjusted by the National Geodetic Survey in June 1991..
 CQ2343
 CQ2343.The geoid height was determined by GEOID03.
 CQ2343
 CQ2343.The dynamic height is computed by dividing the NAVD 88
 CQ2343.geopotential number by the normal gravity value computed on the
 CQ2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2343.degrees latitude (g = 980.6199 gals.).
 CQ2343
 CQ2343.The modeled gravity was interpolated from observed gravity values.
 CQ2343
 CQ2343;                    North         East    Units  Estimated Accuracy
 CQ2343;SPC LA N     -   246,330.    1,032,030.      MT  (+/- 180 meters Scaled)
 CQ2343
 CQ2343                          SUPERSEDED SURVEY CONTROL
 CQ2343
 CQ2343  NGVD 29 (??/??/??)   27.254  (m)           89.42   (f) ADJUSTED    2 1
 CQ2343
 CQ2343.Superseded values are not recommended for survey control.
 CQ2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2343.See file dsdata.txt to determine how the superseded data were derived.
 CQ2343
 CQ2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS788206(NAD 83)
 CQ2343_MARKER: DD = SURVEY DISK
 CQ2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2343_STAMPING: 56V191 1972
 CQ2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2343+STABILITY: SURFACE MOTION
 CQ2343
 CQ2343  HISTORY     - Date     Condition        Report By
 CQ2343  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2343
 CQ2343                          STATION DESCRIPTION
 CQ2343
 CQ2343'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2343'4.0 MI E FROM CROSSROADS.
 CQ2343'LOCATED 4.0 MILES EAST ALONG STATE HIGHWAY 2 FROM CROSSROADS BAPTIST
 CQ2343'CHURCH, 143 FEET SOUTH OF CENTERLINE OF HIGHWAY, 107 FEET SOUTH OF
 CQ2343'TELEPHONE LINE, 103 FEET SOUTH OF BARBED WIRE FENCE, 32 FEET WEST OF
 CQ2343'CENTERLINE OF WOODS ROAD AND MID LA. GAS CO. PIPELINE, 12 FEET WEST
 CQ2343'GAS LINE RIGHT OF WAY IN WOODS OWNED BY OLIN INDUSTRIES, 144 FEET
 CQ2343'SOUTH CENTERLINE 18 INCH CROSS-DRAIN WITH HEADWALLS ON LA. HIGHWAY 2,
 CQ2343'IT IS 1.5 FEET WEST OF METAL WITNESS POST, SET IN TOP OF CONCRETE POST
 CQ2343'PROJECTING 1 INCH ABOVE THE GROUND.  SECTION 15, T 20N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2344 ***********************************************************************
 CQ2344  DESIGNATION -  56 V 192 LADTD
 CQ2344  PID         -  CQ2344
 CQ2344  STATE/COUNTY-  LA/UNION
 CQ2344  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ2344
 CQ2344                         *CURRENT SURVEY CONTROL
 CQ2344  ___________________________________________________________________
 CQ2344* NAD 83(1986)-  32 43 25.     (N)    092 08 30.     (W)     SCALED    
 CQ2344* NAVD 88     -        36.205  (meters)     118.78   (feet)  ADJUSTED  
 CQ2344  ___________________________________________________________________
 CQ2344  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2344  DYNAMIC HT  -          36.165 (meters)     118.65  (feet)  COMP
 CQ2344  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CQ2344
 CQ2344  VERT ORDER  -  SECOND    CLASS I
 CQ2344
 CQ2344.The horizontal coordinates were scaled from a topographic map and have
 CQ2344.an estimated accuracy of +/- 6 seconds.
 CQ2344
 CQ2344.The orthometric height was determined by differential leveling
 CQ2344.and adjusted by the National Geodetic Survey in June 1991..
 CQ2344
 CQ2344.The geoid height was determined by GEOID03.
 CQ2344
 CQ2344.The dynamic height is computed by dividing the NAVD 88
 CQ2344.geopotential number by the normal gravity value computed on the
 CQ2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2344.degrees latitude (g = 980.6199 gals.).
 CQ2344
 CQ2344.The modeled gravity was interpolated from observed gravity values.
 CQ2344
 CQ2344;                    North         East    Units  Estimated Accuracy
 CQ2344;SPC LA N     -   246,610.    1,033,590.      MT  (+/- 180 meters Scaled)
 CQ2344
 CQ2344                          SUPERSEDED SURVEY CONTROL
 CQ2344
 CQ2344  NGVD 29 (??/??/??)   36.286  (m)          119.05   (f) ADJUSTED    2 1
 CQ2344
 CQ2344.Superseded values are not recommended for survey control.
 CQ2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2344.See file dsdata.txt to determine how the superseded data were derived.
 CQ2344
 CQ2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS804209(NAD 83)
 CQ2344_MARKER: DD = SURVEY DISK
 CQ2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2344_STAMPING: 56V192 1972
 CQ2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2344+STABILITY: SURFACE MOTION
 CQ2344
 CQ2344  HISTORY     - Date     Condition        Report By
 CQ2344  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2344
 CQ2344                          STATION DESCRIPTION
 CQ2344
 CQ2344'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2344'5.0 MI E FROM CROSSROADS.
 CQ2344'LOCATED 5.0 MILES EAST ALONG STATE HIGHWAY 2 FROM CROSSROADS BAPTIST
 CQ2344'CHURCH, 145.5 NORTH OF CENTERLINE OF HIGHWAY, 107 FEET NORTH OF FENCE
 CQ2344'CORNER, 1.5 WEST OF CM AND BW FENCE, 152 NORTH NORTHEAST FROM
 CQ2344'INTERSECTION STATE HIGHWAY 2 AND GRAVEL ROAD RUNNING SOUTH, 61 FEET
 CQ2344'SOUTH OF FENCE CORNER AT NORTHWEST CORNER OF TALTON ESTATE, 91 FEET
 CQ2344'NORTH OF POWERLINE, MARKER IS ON PROPERTY-LINE BETWEEN TALTON ESTATE
 CQ2344'AND OLIN INDUSTRIES, 35 FEET EAST OF WOODS ROAD, 1.3 FEET EAST OF
 CQ2344'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CQ2344'INCHES ABOVE THE GROUND.  SECTION 14, T 21N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2273 ***********************************************************************
 CQ2273  DESIGNATION -  56 V 193 LADTD
 CQ2273  PID         -  CQ2273
 CQ2273  STATE/COUNTY-  LA/UNION
 CQ2273  USGS QUAD   -  FARMERVILLE (1988)
 CQ2273
 CQ2273                         *CURRENT SURVEY CONTROL
 CQ2273  ___________________________________________________________________
 CQ2273* NAD 83(1986)-  32 47 01.     (N)    092 23 31.     (W)     SCALED    
 CQ2273* NAVD 88     -        44.934  (meters)     147.42   (feet)  ADJUSTED  
 CQ2273  ___________________________________________________________________
 CQ2273  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2273  DYNAMIC HT  -          44.884 (meters)     147.26  (feet)  COMP
 CQ2273  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 CQ2273
 CQ2273  VERT ORDER  -  SECOND    CLASS I
 CQ2273
 CQ2273.The horizontal coordinates were scaled from a topographic map and have
 CQ2273.an estimated accuracy of +/- 6 seconds.
 CQ2273
 CQ2273.The orthometric height was determined by differential leveling
 CQ2273.and adjusted by the National Geodetic Survey in June 1991..
 CQ2273
 CQ2273.The geoid height was determined by GEOID03.
 CQ2273
 CQ2273.The dynamic height is computed by dividing the NAVD 88
 CQ2273.geopotential number by the normal gravity value computed on the
 CQ2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2273.degrees latitude (g = 980.6199 gals.).
 CQ2273
 CQ2273.The modeled gravity was interpolated from observed gravity values.
 CQ2273
 CQ2273;                    North         East    Units  Estimated Accuracy
 CQ2273;SPC LA N     -   253,210.    1,010,120.      MT  (+/- 180 meters Scaled)
 CQ2273
 CQ2273                          SUPERSEDED SURVEY CONTROL
 CQ2273
 CQ2273  NGVD 29 (??/??/??)   45.024  (m)          147.72   (f) ADJUSTED    2 1
 CQ2273
 CQ2273.Superseded values are not recommended for survey control.
 CQ2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2273.See file dsdata.txt to determine how the superseded data were derived.
 CQ2273
 CQ2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS569274(NAD 83)
 CQ2273_MARKER: DD = SURVEY DISK
 CQ2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2273_STAMPING: 56V193 1972
 CQ2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2273+STABILITY: SURFACE MOTION
 CQ2273
 CQ2273  HISTORY     - Date     Condition        Report By
 CQ2273  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2273  HISTORY     - 1975     GOOD             LADTD
 CQ2273  HISTORY     - 1990     GOOD             USPSQD
 CQ2273  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 CQ2273
 CQ2273                          STATION DESCRIPTION
 CQ2273
 CQ2273'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2273'1.0 MI NE FROM FARMERVILLE.
 CQ2273'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2273'COURT HOUSE, THENCE 0.13 MILES EAST ALONG STATE HIGHWAYS 828, MARKER
 CQ2273'IS OUTSIDE OF 6 FOOT CYCLONE FENCE, 1.6 FEET WEST OF NORTHWEST CORNER,
 CQ2273'178.5 FEET NORTH CENTERLINE OF STATE HIGHWAY 828, 134 FEET WEST OF
 CQ2273'NORTHEAST CORNER OF FENCE, 120 FEET NORTH NORTHWEST OF NORTHEAST
 CQ2273'CORNER OF GULF OIL PRODUCTS BULK PLANT OFFICE, 88 FEET NORTH NORTHWEST
 CQ2273'OF 10 FOOT ROUND FUEL TANK 32 FEET HIGH, 182.3 FEET NORTH OF SOUTHWEST
 CQ2273'CORNER OF CYCLONE FENCE, 1.2 FEET EAST OF METAL WITNESS POST SET IN
 CQ2273'TOP OF CONCRETE POST FLUSH WITH GROUND.  SECTION 29, T 21N, R 1E.
 CQ2273
 CQ2273                          STATION RECOVERY (1990)
 CQ2273
 CQ2273'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ2273'RECOVERED IN GOOD CONDITION.
 CQ2273
 CQ2273                          STATION RECOVERY (1997)
 CQ2273
 CQ2273'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2275 ***********************************************************************
 CQ2275  DESIGNATION -  56 V 195 LADTD
 CQ2275  PID         -  CQ2275
 CQ2275  STATE/COUNTY-  LA/UNION
 CQ2275  USGS QUAD   -  DE LOUTRE (1988)
 CQ2275
 CQ2275                         *CURRENT SURVEY CONTROL
 CQ2275  ___________________________________________________________________
 CQ2275* NAD 83(1986)-  32 47 06.     (N)    092 21 49.     (W)     SCALED    
 CQ2275* NAVD 88     -        36.736  (meters)     120.52   (feet)  ADJUSTED  
 CQ2275  ___________________________________________________________________
 CQ2275  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2275  DYNAMIC HT  -          36.696 (meters)     120.39  (feet)  COMP
 CQ2275  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CQ2275
 CQ2275  VERT ORDER  -  SECOND    CLASS I
 CQ2275
 CQ2275.The horizontal coordinates were scaled from a topographic map and have
 CQ2275.an estimated accuracy of +/- 6 seconds.
 CQ2275
 CQ2275.The orthometric height was determined by differential leveling
 CQ2275.and adjusted by the National Geodetic Survey in June 1991..
 CQ2275
 CQ2275.The geoid height was determined by GEOID03.
 CQ2275
 CQ2275.The dynamic height is computed by dividing the NAVD 88
 CQ2275.geopotential number by the normal gravity value computed on the
 CQ2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2275.degrees latitude (g = 980.6199 gals.).
 CQ2275
 CQ2275.The modeled gravity was interpolated from observed gravity values.
 CQ2275
 CQ2275;                    North         East    Units  Estimated Accuracy
 CQ2275;SPC LA N     -   253,370.    1,012,780.      MT  (+/- 180 meters Scaled)
 CQ2275
 CQ2275                          SUPERSEDED SURVEY CONTROL
 CQ2275
 CQ2275  NGVD 29 (??/??/??)   36.827  (m)          120.82   (f) ADJUSTED    2 1
 CQ2275
 CQ2275.Superseded values are not recommended for survey control.
 CQ2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2275.See file dsdata.txt to determine how the superseded data were derived.
 CQ2275
 CQ2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS595276(NAD 83)
 CQ2275_MARKER: DD = SURVEY DISK
 CQ2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2275_STAMPING: 56V195 1972
 CQ2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2275+STABILITY: SURFACE MOTION
 CQ2275
 CQ2275  HISTORY     - Date     Condition        Report By
 CQ2275  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2275  HISTORY     - 1975     GOOD             LADTD
 CQ2275  HISTORY     - 1990     GOOD             USPSQD
 CQ2275
 CQ2275                          STATION DESCRIPTION
 CQ2275
 CQ2275'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2275'2.9 MI NE FROM FARMERVILLE.
 CQ2275'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2275'COURT HOUSE TO INTERSECTION OF STATE HIGHWAY 828, THENCE 1.71 MILES
 CQ2275'EAST ALONG STATE HIGHWAY 828, MARKER IS 134 FEET SOUTH OF CENTERLINE
 CQ2275'OF STATE HIGHWAY 828, 1.0 FEET EAST OF CM AND BW FENCE, 3.2 FEET NORTH
 CQ2275'FENCE CORNER AND GATE, 89 FEET SOUTH FENCE CORNER IN PASTURE BELONGING
 CQ2275'TO MRS. GATES, 39 FEET SOUTH SOUTHEAST CORNER FRAME TENNANT HOUSE,
 CQ2275'ABOUT 175 FEET WEST OF A 32 FOOT BY 40 FOOT METAL BARN, ABOUT 525 FEET
 CQ2275'SOUTHWEST OF BRIDGE, 1.0 FEET NORTH OF A METAL WITNESS POST, SET IN
 CQ2275'CONCRETE POST FLUSH WITH GROUND.  SECTION 27, T 21N, R 1E.
 CQ2275
 CQ2275                          STATION RECOVERY (1990)
 CQ2275
 CQ2275'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2276 ***********************************************************************
 CQ2276  DESIGNATION -  56 V 196 LADTD
 CQ2276  PID         -  CQ2276
 CQ2276  STATE/COUNTY-  LA/UNION
 CQ2276  USGS QUAD   -  DE LOUTRE (1988)
 CQ2276
 CQ2276                         *CURRENT SURVEY CONTROL
 CQ2276  ___________________________________________________________________
 CQ2276* NAD 83(1986)-  32 47 30.     (N)    092 20 55.     (W)     SCALED    
 CQ2276* NAVD 88     -        55.308  (meters)     181.46   (feet)  ADJUSTED  
 CQ2276  ___________________________________________________________________
 CQ2276  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2276  DYNAMIC HT  -          55.248 (meters)     181.26  (feet)  COMP
 CQ2276  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 CQ2276
 CQ2276  VERT ORDER  -  SECOND    CLASS I
 CQ2276
 CQ2276.The horizontal coordinates were scaled from a topographic map and have
 CQ2276.an estimated accuracy of +/- 6 seconds.
 CQ2276
 CQ2276.The orthometric height was determined by differential leveling
 CQ2276.and adjusted by the National Geodetic Survey in June 1991..
 CQ2276
 CQ2276.The geoid height was determined by GEOID03.
 CQ2276
 CQ2276.The dynamic height is computed by dividing the NAVD 88
 CQ2276.geopotential number by the normal gravity value computed on the
 CQ2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2276.degrees latitude (g = 980.6199 gals.).
 CQ2276
 CQ2276.The modeled gravity was interpolated from observed gravity values.
 CQ2276
 CQ2276;                    North         East    Units  Estimated Accuracy
 CQ2276;SPC LA N     -   254,110.    1,014,180.      MT  (+/- 180 meters Scaled)
 CQ2276
 CQ2276                          SUPERSEDED SURVEY CONTROL
 CQ2276
 CQ2276  NGVD 29 (??/??/??)   55.399  (m)          181.75   (f) ADJUSTED    2 1
 CQ2276
 CQ2276.Superseded values are not recommended for survey control.
 CQ2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2276.See file dsdata.txt to determine how the superseded data were derived.
 CQ2276
 CQ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS609283(NAD 83)
 CQ2276_MARKER: DD = SURVEY DISK
 CQ2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2276_STAMPING: 56V196 1972
 CQ2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2276+STABILITY: SURFACE MOTION
 CQ2276
 CQ2276  HISTORY     - Date     Condition        Report By
 CQ2276  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2276  HISTORY     - 1975     GOOD             LADTD
 CQ2276  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ2276
 CQ2276                          STATION DESCRIPTION
 CQ2276
 CQ2276'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2276'3.8 MI E FROM FARMERVILLE.
 CQ2276'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2276'COURT HOUSE TO INTERSECTION OF STATE HIGHWAY 828, THENCE 2.61 MILES
 CQ2276'EAST ALONG STATE HIGHWAY 828, MARKER IS ON TOP OF A HILL IN YARD OF
 CQ2276'MR. J. M. TETTLETON, 157 FEET NORTH OF CENTERLINE OF HIGHWAY, 115 FEET
 CQ2276'NORTH OF FENCE CORNER, 1.0 FEET WEST BARBED WIRE FENCE, 18 FEET WEST
 CQ2276'GRAVEL DRIVEWAY, 75.3 FEET SOUTH OF SOUTHWEST CORNER OF RESIDENCE, 1.4
 CQ2276'FEET SOUTH OF A METAL WITNESS POST, SET IN A CONCRETE POST FLUSH WITH
 CQ2276'THE GROUND.  SECTION 22, T 21N, R 1E.
 CQ2276
 CQ2276                          STATION RECOVERY (1982)
 CQ2276
 CQ2276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ2276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2277 ***********************************************************************
 CQ2277  DESIGNATION -  56 V 197 LADTD
 CQ2277  PID         -  CQ2277
 CQ2277  STATE/COUNTY-  LA/UNION
 CQ2277  USGS QUAD   -  DE LOUTRE (1988)
 CQ2277
 CQ2277                         *CURRENT SURVEY CONTROL
 CQ2277  ___________________________________________________________________
 CQ2277* NAD 83(1986)-  32 47 36.     (N)    092 19 49.     (W)     SCALED    
 CQ2277* NAVD 88     -        67.648  (meters)     221.94   (feet)  ADJUSTED  
 CQ2277  ___________________________________________________________________
 CQ2277  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2277  DYNAMIC HT  -          67.574 (meters)     221.70  (feet)  COMP
 CQ2277  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 CQ2277
 CQ2277  VERT ORDER  -  SECOND    CLASS I
 CQ2277
 CQ2277.The horizontal coordinates were scaled from a topographic map and have
 CQ2277.an estimated accuracy of +/- 6 seconds.
 CQ2277
 CQ2277.The orthometric height was determined by differential leveling
 CQ2277.and adjusted by the National Geodetic Survey in June 1991..
 CQ2277
 CQ2277.The geoid height was determined by GEOID03.
 CQ2277
 CQ2277.The dynamic height is computed by dividing the NAVD 88
 CQ2277.geopotential number by the normal gravity value computed on the
 CQ2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2277.degrees latitude (g = 980.6199 gals.).
 CQ2277
 CQ2277.The modeled gravity was interpolated from observed gravity values.
 CQ2277
 CQ2277;                    North         East    Units  Estimated Accuracy
 CQ2277;SPC LA N     -   254,300.    1,015,900.      MT  (+/- 180 meters Scaled)
 CQ2277
 CQ2277                          SUPERSEDED SURVEY CONTROL
 CQ2277
 CQ2277  NGVD 29 (??/??/??)   67.738  (m)          222.24   (f) ADJUSTED    2 1
 CQ2277
 CQ2277.Superseded values are not recommended for survey control.
 CQ2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2277.See file dsdata.txt to determine how the superseded data were derived.
 CQ2277
 CQ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS627285(NAD 83)
 CQ2277_MARKER: DD = SURVEY DISK
 CQ2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2277_STAMPING: 56V197 1972
 CQ2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2277+STABILITY: SURFACE MOTION
 CQ2277
 CQ2277  HISTORY     - Date     Condition        Report By
 CQ2277  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2277  HISTORY     - 1975     GOOD             LADTD
 CQ2277  HISTORY     - 1990     GOOD             USPSQD
 CQ2277
 CQ2277                          STATION DESCRIPTION
 CQ2277
 CQ2277'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2277'4.9 MI E FROM FARMERVILLE.
 CQ2277'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2277'COURT HOUSE, THENCE 3.78 MILES EAST ALONG STATE HIGHWAY 828, MARKER IS
 CQ2277'117 FEET NORTH CENTERLINE OF STATE HIGHWAY 828, 1.5 FEET EAST OF
 CQ2277'BARBED WIRE FENCE, 14 FEET EAST CENTERLINE OF GRAVEL ROAD INTO CHICKEN
 CQ2277'HOUSE BELONGING TO G. E. DEAN, 27.5 FEET EAST OF BARBED WIRE FENCE
 CQ2277'RUNNING NORTH AND SOUTH, 60 FEET SOUTH OF CATTLE GUARD AND FENCE
 CQ2277'CORNER, 85 FEET NORTH OF POWER LINE, 76 FEET NORTH OF FENCE RUNNING
 CQ2277'EAST AND WEST, 1.1 FOOT SOUTH OF METAL WITNESS POST, SET IN TOP OF
 CQ2277'CONCRETE POST FLUSH WITH GROUND.  SECTION 23, T 21N, R 1E.
 CQ2277
 CQ2277                          STATION RECOVERY (1990)
 CQ2277
 CQ2277'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2278 ***********************************************************************
 CQ2278  DESIGNATION -  56 V 198 LADTD
 CQ2278  PID         -  CQ2278
 CQ2278  STATE/COUNTY-  LA/UNION
 CQ2278  USGS QUAD   -  DE LOUTRE (1988)
 CQ2278
 CQ2278                         *CURRENT SURVEY CONTROL
 CQ2278  ___________________________________________________________________
 CQ2278* NAD 83(1986)-  32 47 18.     (N)    092 18 31.     (W)     SCALED    
 CQ2278* NAVD 88     -        68.112  (meters)     223.46   (feet)  ADJUSTED  
 CQ2278  ___________________________________________________________________
 CQ2278  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2278  DYNAMIC HT  -          68.038 (meters)     223.22  (feet)  COMP
 CQ2278  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 CQ2278
 CQ2278  VERT ORDER  -  SECOND    CLASS I
 CQ2278
 CQ2278.The horizontal coordinates were scaled from a topographic map and have
 CQ2278.an estimated accuracy of +/- 6 seconds.
 CQ2278
 CQ2278.The orthometric height was determined by differential leveling
 CQ2278.and adjusted by the National Geodetic Survey in June 1991..
 CQ2278
 CQ2278.The geoid height was determined by GEOID03.
 CQ2278
 CQ2278.The dynamic height is computed by dividing the NAVD 88
 CQ2278.geopotential number by the normal gravity value computed on the
 CQ2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2278.degrees latitude (g = 980.6199 gals.).
 CQ2278
 CQ2278.The modeled gravity was interpolated from observed gravity values.
 CQ2278
 CQ2278;                    North         East    Units  Estimated Accuracy
 CQ2278;SPC LA N     -   253,750.    1,017,930.      MT  (+/- 180 meters Scaled)
 CQ2278
 CQ2278                          SUPERSEDED SURVEY CONTROL
 CQ2278
 CQ2278  NGVD 29 (??/??/??)   68.202  (m)          223.76   (f) ADJUSTED    2 1
 CQ2278
 CQ2278.Superseded values are not recommended for survey control.
 CQ2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2278.See file dsdata.txt to determine how the superseded data were derived.
 CQ2278
 CQ2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS647280(NAD 83)
 CQ2278_MARKER: DD = SURVEY DISK
 CQ2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2278_STAMPING: 56V198 1972
 CQ2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2278+STABILITY: SURFACE MOTION
 CQ2278
 CQ2278  HISTORY     - Date     Condition        Report By
 CQ2278  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2278  HISTORY     - 1975     GOOD             LADTD
 CQ2278  HISTORY     - 1990     GOOD             USPSQD
 CQ2278
 CQ2278                          STATION DESCRIPTION
 CQ2278
 CQ2278'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2278'6.0 MI E FROM FARMERVILLE.
 CQ2278'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2278'COURT HOUSE, THENCE 4.89 MILES EAST ALONG STATE HIGHWAY 828, MARKER IS
 CQ2278'ON TOP OF A HILL 213 FEET SOUTH OF CENTERLINE OF HIGHWAY, 172 FEET
 CQ2278'SOUTH OF BARBED WIRE FENCE RUNNING EAST AND WEST, 1.5 FEET EAST OF
 CQ2278'NORTH AND SOUTH FENCE, 1.5 FEET NORTH OF FENCE RUNNING EAST AND WEST
 CQ2278'AT NORTHWEST CORNER OF GARDEN, 12 FT. SOUTH OF GATE INTO PASTURE, 62
 CQ2278'FEET SOUTHEAST OF SOUTHEAST CORNER OF GARAGE, 1.3 FEET NORTH OF A
 CQ2278'METAL WITNESS POST, SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE
 CQ2278'GROUND.  SECTION 24, T 21N, R 1E.
 CQ2278
 CQ2278                          STATION RECOVERY (1990)
 CQ2278
 CQ2278'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2279 ***********************************************************************
 CQ2279  DESIGNATION -  56 V 199 LADTD
 CQ2279  PID         -  CQ2279
 CQ2279  STATE/COUNTY-  LA/UNION
 CQ2279  USGS QUAD   -  DE LOUTRE (1988)
 CQ2279
 CQ2279                         *CURRENT SURVEY CONTROL
 CQ2279  ___________________________________________________________________
 CQ2279* NAD 83(1986)-  32 47 30.     (N)    092 18 01.     (W)     SCALED    
 CQ2279* NAVD 88     -        58.841  (meters)     193.05   (feet)  ADJUSTED  
 CQ2279  ___________________________________________________________________
 CQ2279  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2279  DYNAMIC HT  -          58.777 (meters)     192.84  (feet)  COMP
 CQ2279  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CQ2279
 CQ2279  VERT ORDER  -  SECOND    CLASS I
 CQ2279
 CQ2279.The horizontal coordinates were scaled from a topographic map and have
 CQ2279.an estimated accuracy of +/- 6 seconds.
 CQ2279
 CQ2279.The orthometric height was determined by differential leveling
 CQ2279.and adjusted by the National Geodetic Survey in June 1991..
 CQ2279
 CQ2279.The geoid height was determined by GEOID03.
 CQ2279
 CQ2279.The dynamic height is computed by dividing the NAVD 88
 CQ2279.geopotential number by the normal gravity value computed on the
 CQ2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2279.degrees latitude (g = 980.6199 gals.).
 CQ2279
 CQ2279.The modeled gravity was interpolated from observed gravity values.
 CQ2279
 CQ2279;                    North         East    Units  Estimated Accuracy
 CQ2279;SPC LA N     -   254,120.    1,018,710.      MT  (+/- 180 meters Scaled)
 CQ2279
 CQ2279                          SUPERSEDED SURVEY CONTROL
 CQ2279
 CQ2279  NGVD 29 (??/??/??)   58.932  (m)          193.35   (f) ADJUSTED    2 1
 CQ2279
 CQ2279.Superseded values are not recommended for survey control.
 CQ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2279.See file dsdata.txt to determine how the superseded data were derived.
 CQ2279
 CQ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS655284(NAD 83)
 CQ2279_MARKER: DD = SURVEY DISK
 CQ2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2279_STAMPING: 56V199 1972
 CQ2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2279+STABILITY: SURFACE MOTION
 CQ2279
 CQ2279  HISTORY     - Date     Condition        Report By
 CQ2279  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2279  HISTORY     - 1975     GOOD             LADTD
 CQ2279  HISTORY     - 1990     GOOD             USPSQD
 CQ2279
 CQ2279                          STATION DESCRIPTION
 CQ2279
 CQ2279'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2279'6.9 MI E FROM FARMERVILLE.
 CQ2279'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2279'COURT HOUSE, THENCE 5.71 MILES EAST ALONG STATE HIGHWAY 828, MARKER IS
 CQ2279'177 FEET NORTH OF CENTERLINE OF HIGHWAY, 194 FEET WEST OF MILLER ROAD,
 CQ2279'64 FEET EAST OF SOUTHEAST CORNER OF BRICK HOME OF MR. NICKY VAN FUTCH,
 CQ2279'1.3 FEET EAST OF A METAL WITNESS POST, SET IN TOP OF A CONCRETE POST
 CQ2279'FLUSH WITH THE GROUND.  SECTION 19, T 21N, R 2E.
 CQ2279
 CQ2279                          STATION RECOVERY (1990)
 CQ2279
 CQ2279'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0299 ***********************************************************************
 CQ0299  DESIGNATION -  56 V 2 LADH
 CQ0299  PID         -  CQ0299
 CQ0299  STATE/COUNTY-  LA/UNION
 CQ0299  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0299
 CQ0299                         *CURRENT SURVEY CONTROL
 CQ0299  ___________________________________________________________________
 CQ0299* NAD 83(1986)-  32 42 00.     (N)    092 27 41.     (W)     SCALED    
 CQ0299* NAVD 88     -        33.013  (meters)     108.31   (feet)  ADJUSTED  
 CQ0299  ___________________________________________________________________
 CQ0299  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0299  DYNAMIC HT  -          32.977 (meters)     108.19  (feet)  COMP
 CQ0299  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 CQ0299
 CQ0299  VERT ORDER  -  SECOND    CLASS 0
 CQ0299
 CQ0299.The horizontal coordinates were scaled from a topographic map and have
 CQ0299.an estimated accuracy of +/- 6 seconds.
 CQ0299
 CQ0299.The orthometric height was determined by differential leveling
 CQ0299.and adjusted by the National Geodetic Survey in June 1991..
 CQ0299
 CQ0299.The geoid height was determined by GEOID03.
 CQ0299
 CQ0299.The dynamic height is computed by dividing the NAVD 88
 CQ0299.geopotential number by the normal gravity value computed on the
 CQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0299.degrees latitude (g = 980.6199 gals.).
 CQ0299
 CQ0299.The modeled gravity was interpolated from observed gravity values.
 CQ0299
 CQ0299;                    North         East    Units  Estimated Accuracy
 CQ0299;SPC LA N     -   243,930.    1,003,620.      MT  (+/- 180 meters Scaled)
 CQ0299
 CQ0299                          SUPERSEDED SURVEY CONTROL
 CQ0299
 CQ0299  NGVD 29 (??/??/??)   33.099  (m)          108.59   (f) ADJUSTED    2 0
 CQ0299
 CQ0299.Superseded values are not recommended for survey control.
 CQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0299.See file dsdata.txt to determine how the superseded data were derived.
 CQ0299
 CQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS504181(NAD 83)
 CQ0299_MARKER: DE = TRAVERSE STATION DISK
 CQ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0299_STAMPING: 56V2 1967
 CQ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0299+STABILITY: SURFACE MOTION
 CQ0299
 CQ0299  HISTORY     - Date     Condition        Report By
 CQ0299  HISTORY     - 1967     MONUMENTED       LADH
 CQ0299  HISTORY     - 1967     GOOD             LADH
 CQ0299
 CQ0299                          STATION DESCRIPTION
 CQ0299
 CQ0299'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ0299'6.2 MI SW FROM FARMERVILLE.
 CQ0299'LOCATED 6.2 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE UNION PARISH
 CQ0299'COURTHOUSE.  IT IS 29 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 31
 CQ0299'FEET NORTH OF A FENCE CORNER POST, 187 FEET SOUTH OF A 24 INCH
 CQ0299'CONCRETE PIPE UNDER THE HIGHWAY, 635 FEET NORTH OF A 6 FOOT BY 4 FOOT
 CQ0299'BOX CULVERT AND 1.5 FEET WEST OF A METAL WITNESS POST.  IT IS A LDH
 CQ0299'AND C AND GS TRAVERSE DISK STAMPED 56V2 1967, SET IN THE TOP OF A
 CQ0299'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0256 ***********************************************************************
 CQ0256  DESIGNATION -  56 V 20 LADH
 CQ0256  PID         -  CQ0256
 CQ0256  STATE/COUNTY-  LA/UNION
 CQ0256  USGS QUAD   -  POINT (1994)
 CQ0256
 CQ0256                         *CURRENT SURVEY CONTROL
 CQ0256  ___________________________________________________________________
 CQ0256* NAD 83(1986)-  32 39 41.     (N)    092 16 39.     (W)     SCALED    
 CQ0256* NAVD 88     -        50.416  (meters)     165.41   (feet)  ADJUSTED  
 CQ0256  ___________________________________________________________________
 CQ0256  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0256  DYNAMIC HT  -          50.360 (meters)     165.22  (feet)  COMP
 CQ0256  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 CQ0256
 CQ0256  VERT ORDER  -  SECOND    CLASS 0
 CQ0256
 CQ0256.The horizontal coordinates were scaled from a topographic map and have
 CQ0256.an estimated accuracy of +/- 6 seconds.
 CQ0256
 CQ0256.The orthometric height was determined by differential leveling
 CQ0256.and adjusted by the National Geodetic Survey in June 1991..
 CQ0256
 CQ0256.The geoid height was determined by GEOID03.
 CQ0256
 CQ0256.The dynamic height is computed by dividing the NAVD 88
 CQ0256.geopotential number by the normal gravity value computed on the
 CQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0256.degrees latitude (g = 980.6199 gals.).
 CQ0256
 CQ0256.The modeled gravity was interpolated from observed gravity values.
 CQ0256
 CQ0256;                    North         East    Units  Estimated Accuracy
 CQ0256;SPC LA N     -   239,670.    1,020,870.      MT  (+/- 180 meters Scaled)
 CQ0256
 CQ0256                          SUPERSEDED SURVEY CONTROL
 CQ0256
 CQ0256  NGVD 29 (??/??/??)   50.495  (m)          165.67   (f) ADJUSTED    2 0
 CQ0256
 CQ0256.Superseded values are not recommended for survey control.
 CQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0256.See file dsdata.txt to determine how the superseded data were derived.
 CQ0256
 CQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS677139(NAD 83)
 CQ0256_MARKER: DD = SURVEY DISK
 CQ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0256_STAMPING: 56V20 1968
 CQ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0256+STABILITY: SURFACE MOTION
 CQ0256
 CQ0256  HISTORY     - Date     Condition        Report By
 CQ0256  HISTORY     - 1968     MONUMENTED       LADH
 CQ0256  HISTORY     - 1968     GOOD             LADH
 CQ0256  HISTORY     - 19970218 GOOD             USPSQD
 CQ0256
 CQ0256                          STATION DESCRIPTION
 CQ0256
 CQ0256'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0256'15.5 MI SE FROM FARMERVILLE.
 CQ0256'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0256'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0256'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 5.8 MILES TO
 CQ0256'THE POINT POST OFFICE AT THE INTERSECTION OF THE POINT-ROCKY BRANCH
 CQ0256'ROAD.  THE MARK IS 118 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 CQ0256'552, 11 FEET NORTH OF THE NORTHWEST CORNER OF E. P. HICKS HOUSE, 2
 CQ0256'FEET SOUTH OF A YARD FENCE ON RUSSELL NOLANS PROPERTY, AND 1 1/2 FEET
 CQ0256'NORTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK
 CQ0256'STAMPED 56V20 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0256'1-INCH.
 CQ0256
 CQ0256                          STATION RECOVERY (1997)
 CQ0256
 CQ0256'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2280 ***********************************************************************
 CQ2280  DESIGNATION -  56 V 200 LADTD
 CQ2280  PID         -  CQ2280
 CQ2280  STATE/COUNTY-  LA/UNION
 CQ2280  USGS QUAD   -  DE LOUTRE (1988)
 CQ2280
 CQ2280                         *CURRENT SURVEY CONTROL
 CQ2280  ___________________________________________________________________
 CQ2280* NAD 83(1986)-  32 47 36.     (N)    092 17 37.     (W)     SCALED    
 CQ2280* NAVD 88     -        66.809  (meters)     219.19   (feet)  ADJUSTED  
 CQ2280  ___________________________________________________________________
 CQ2280  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2280  DYNAMIC HT  -          66.735 (meters)     218.95  (feet)  COMP
 CQ2280  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 CQ2280
 CQ2280  VERT ORDER  -  SECOND    CLASS I
 CQ2280
 CQ2280.The horizontal coordinates were scaled from a topographic map and have
 CQ2280.an estimated accuracy of +/- 6 seconds.
 CQ2280
 CQ2280.The orthometric height was determined by differential leveling
 CQ2280.and adjusted by the National Geodetic Survey in June 1991..
 CQ2280
 CQ2280.The geoid height was determined by GEOID03.
 CQ2280
 CQ2280.The dynamic height is computed by dividing the NAVD 88
 CQ2280.geopotential number by the normal gravity value computed on the
 CQ2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2280.degrees latitude (g = 980.6199 gals.).
 CQ2280
 CQ2280.The modeled gravity was interpolated from observed gravity values.
 CQ2280
 CQ2280;                    North         East    Units  Estimated Accuracy
 CQ2280;SPC LA N     -   254,300.    1,019,330.      MT  (+/- 180 meters Scaled)
 CQ2280
 CQ2280                          SUPERSEDED SURVEY CONTROL
 CQ2280
 CQ2280  NGVD 29 (??/??/??)   66.899  (m)          219.48   (f) ADJUSTED    2 1
 CQ2280
 CQ2280.Superseded values are not recommended for survey control.
 CQ2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2280.See file dsdata.txt to determine how the superseded data were derived.
 CQ2280
 CQ2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS661285(NAD 83)
 CQ2280_MARKER: DD = SURVEY DISK
 CQ2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2280_STAMPING: 56V200 1972
 CQ2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2280+STABILITY: SURFACE MOTION
 CQ2280
 CQ2280  HISTORY     - Date     Condition        Report By
 CQ2280  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2280  HISTORY     - 1975     GOOD             LADTD
 CQ2280  HISTORY     - 1990     GOOD             USPSQD
 CQ2280
 CQ2280                          STATION DESCRIPTION
 CQ2280
 CQ2280'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2280'7.5 MI NE FROM FARMERVILLE.
 CQ2280'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2280'COURT HOUSE, THENCE 5.74 MILES EAST ALONG STATE HIGHWAY 828 TO MILLER
 CQ2280'ROAD, THENCE 0.61 MILES NORTHEAST ALONG MILLER ROAD, MARKER IS IN BACK
 CQ2280'YARD OF M. HUDSONS RESIDENCE, 176 FEET NORTHWEST OF CENTERLINE OF
 CQ2280'MILLER ROAD, 98 FEET NORTHEAST OF MESH FENCE, 1.0 FOOT SOUTHEAST OF 14
 CQ2280'FOOT BY 10 FOOT STORE ROOM, 13 FEET NORTH OF 30 INCH RED OAK TREE,
 CQ2280'38.6 FEET NORTH OF NORTHWEST CORNER OF FRAME RESIDENCE, 1.0 FOOT
 CQ2280'SOUTHEAST OF A METAL WITNESS POST, SET IN TOP OF A CONCRETE POST FLUSH
 CQ2280'WITH THE GROUND.  SECTION 20, T 21N, R 2E.
 CQ2280
 CQ2280                          STATION RECOVERY (1990)
 CQ2280
 CQ2280'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2281 ***********************************************************************
 CQ2281  DESIGNATION -  56 V 201 LADTD
 CQ2281  PID         -  CQ2281
 CQ2281  STATE/COUNTY-  LA/UNION
 CQ2281  USGS QUAD   -  DE LOUTRE (1988)
 CQ2281
 CQ2281                         *CURRENT SURVEY CONTROL
 CQ2281  ___________________________________________________________________
 CQ2281* NAD 83(1986)-  32 48 06.     (N)    092 16 55.     (W)     SCALED    
 CQ2281* NAVD 88     -        55.233  (meters)     181.21   (feet)  ADJUSTED  
 CQ2281  ___________________________________________________________________
 CQ2281  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ2281  DYNAMIC HT  -          55.173 (meters)     181.01  (feet)  COMP
 CQ2281  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 CQ2281
 CQ2281  VERT ORDER  -  SECOND    CLASS I
 CQ2281
 CQ2281.The horizontal coordinates were scaled from a topographic map and have
 CQ2281.an estimated accuracy of +/- 6 seconds.
 CQ2281
 CQ2281.The orthometric height was determined by differential leveling
 CQ2281.and adjusted by the National Geodetic Survey in June 1991..
 CQ2281
 CQ2281.The geoid height was determined by GEOID03.
 CQ2281
 CQ2281.The dynamic height is computed by dividing the NAVD 88
 CQ2281.geopotential number by the normal gravity value computed on the
 CQ2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2281.degrees latitude (g = 980.6199 gals.).
 CQ2281
 CQ2281.The modeled gravity was interpolated from observed gravity values.
 CQ2281
 CQ2281;                    North         East    Units  Estimated Accuracy
 CQ2281;SPC LA N     -   255,230.    1,020,420.      MT  (+/- 180 meters Scaled)
 CQ2281
 CQ2281                          SUPERSEDED SURVEY CONTROL
 CQ2281
 CQ2281  NGVD 29 (??/??/??)   55.324  (m)          181.51   (f) ADJUSTED    2 1
 CQ2281
 CQ2281.Superseded values are not recommended for survey control.
 CQ2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2281.See file dsdata.txt to determine how the superseded data were derived.
 CQ2281
 CQ2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS672295(NAD 83)
 CQ2281_MARKER: DD = SURVEY DISK
 CQ2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2281_STAMPING: 56V201 1972
 CQ2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2281+STABILITY: SURFACE MOTION
 CQ2281
 CQ2281  HISTORY     - Date     Condition        Report By
 CQ2281  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2281  HISTORY     - 1975     GOOD             LADTD
 CQ2281  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ2281
 CQ2281                          STATION DESCRIPTION
 CQ2281
 CQ2281'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2281'8.4 MI NE FROM FARMERVILLE.
 CQ2281'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2281'COURT HOUSE, THENCE 5.74 MILES EAST ALONG STATE HIGHWAY 828 TO MILLER
 CQ2281'ROAD, THENCE 1.49 MILES NORTHEAST ALONG MILLER ROAD, MARKER IS ON TOP
 CQ2281'OF A HILL AT AN OLD HOUSE PLACE, 172 FEET NORTHEAST OF CENTERLINE OF
 CQ2281'MILLER ROAD, 94 FEET SOUTHWEST OF WOODS ROAD, 22 FEET NORTH OF WOODS
 CQ2281'ROAD, 60 FEET NORTHWEST OF 36 INCH OAK TREE, 47 FEET NORTH OF 22 INCH
 CQ2281'CHINA BERRY TREE, 1.6 FEET NORTH OF A METAL WITNESS POST, SET IN THE
 CQ2281'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  SECTION
 CQ2281'16, T 21N, R 2E.
 CQ2281
 CQ2281                          STATION RECOVERY (1982)
 CQ2281
 CQ2281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ2281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2282 ***********************************************************************
 CQ2282  DESIGNATION -  56 V 202 LADTD
 CQ2282  PID         -  CQ2282
 CQ2282  STATE/COUNTY-  LA/UNION
 CQ2282  USGS QUAD   -  DE LOUTRE (1988)
 CQ2282
 CQ2282                         *CURRENT SURVEY CONTROL
 CQ2282  ___________________________________________________________________
 CQ2282* NAD 83(1986)-  32 48 36.     (N)    092 15 54.     (W)     SCALED    
 CQ2282* NAVD 88     -        30.001  (meters)      98.43   (feet)  ADJUSTED  
 CQ2282  ___________________________________________________________________
 CQ2282  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2282  DYNAMIC HT  -          29.968 (meters)      98.32  (feet)  COMP
 CQ2282  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 CQ2282
 CQ2282  VERT ORDER  -  SECOND    CLASS I
 CQ2282
 CQ2282.The horizontal coordinates were scaled from a topographic map and have
 CQ2282.an estimated accuracy of +/- 6 seconds.
 CQ2282
 CQ2282.The orthometric height was determined by differential leveling
 CQ2282.and adjusted by the National Geodetic Survey in June 1991..
 CQ2282
 CQ2282.The geoid height was determined by GEOID03.
 CQ2282
 CQ2282.The dynamic height is computed by dividing the NAVD 88
 CQ2282.geopotential number by the normal gravity value computed on the
 CQ2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2282.degrees latitude (g = 980.6199 gals.).
 CQ2282
 CQ2282.The modeled gravity was interpolated from observed gravity values.
 CQ2282
 CQ2282;                    North         East    Units  Estimated Accuracy
 CQ2282;SPC LA N     -   256,160.    1,022,010.      MT  (+/- 180 meters Scaled)
 CQ2282
 CQ2282                          SUPERSEDED SURVEY CONTROL
 CQ2282
 CQ2282  NGVD 29 (??/??/??)   30.091  (m)           98.72   (f) ADJUSTED    2 1
 CQ2282
 CQ2282.Superseded values are not recommended for survey control.
 CQ2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2282.See file dsdata.txt to determine how the superseded data were derived.
 CQ2282
 CQ2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS688304(NAD 83)
 CQ2282_MARKER: DD = SURVEY DISK
 CQ2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2282_STAMPING: 56V202 1972
 CQ2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2282+STABILITY: SURFACE MOTION
 CQ2282
 CQ2282  HISTORY     - Date     Condition        Report By
 CQ2282  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2282  HISTORY     - 1975     GOOD             LADTD
 CQ2282  HISTORY     - 1990     GOOD             USPSQD
 CQ2282
 CQ2282                          STATION DESCRIPTION
 CQ2282
 CQ2282'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2282'5.5 MI SW FROM LINVILLE.
 CQ2282'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2282'COURT HOUSE, THENCE 5.74 MILES EAST ALONG STATE HIGHWAY 828 TO MILLER
 CQ2282'ROAD, THENCE 2.65 MILES NORTHEAST ALONG MILLER ROAD, MARKER IS 161
 CQ2282'FEET NORTHWEST OF CENTERLINE OF MILLER ROAD ON MILLER ESTATE, 125 FEET
 CQ2282'NORTHWEST OF POWER LINE, 1.0 FOOT NORTHEAST OF FENCE, 125 FEET WEST OF
 CQ2282'THE WEST CORNER OF A WOOD FRAME RESIDENCE, 84 FEET NORTHWEST OF A
 CQ2282'FENCE CORNER, 120 FEET WEST OF A 38-INCH OAK TREE, 15 FEET SOUTHWEST
 CQ2282'OF A LOADING CHUTE AND APPROXIMATELY 800 FEET WEST OF DE LAUTRE
 CQ2282'BRIDGE, 1.0 FOOT WEST OF A METAL WITNESS POST AND FLUSH WITH THE
 CQ2282'GROUND.  SECTION 15, T 21N, R 2E.
 CQ2282
 CQ2282                          STATION RECOVERY (1990)
 CQ2282
 CQ2282'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2283 ***********************************************************************
 CQ2283  DESIGNATION -  56 V 203 LADTD
 CQ2283  PID         -  CQ2283
 CQ2283  STATE/COUNTY-  LA/UNION
 CQ2283  USGS QUAD   -  DE LOUTRE (1988)
 CQ2283
 CQ2283                         *CURRENT SURVEY CONTROL
 CQ2283  ___________________________________________________________________
 CQ2283* NAD 83(1986)-  32 48 48.     (N)    092 15 06.     (W)     SCALED    
 CQ2283* NAVD 88     -        49.923  (meters)     163.79   (feet)  ADJUSTED  
 CQ2283  ___________________________________________________________________
 CQ2283  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2283  DYNAMIC HT  -          49.868 (meters)     163.61  (feet)  COMP
 CQ2283  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 CQ2283
 CQ2283  VERT ORDER  -  SECOND    CLASS I
 CQ2283
 CQ2283.The horizontal coordinates were scaled from a topographic map and have
 CQ2283.an estimated accuracy of +/- 6 seconds.
 CQ2283
 CQ2283.The orthometric height was determined by differential leveling
 CQ2283.and adjusted by the National Geodetic Survey in June 1991..
 CQ2283
 CQ2283.The geoid height was determined by GEOID03.
 CQ2283
 CQ2283.The dynamic height is computed by dividing the NAVD 88
 CQ2283.geopotential number by the normal gravity value computed on the
 CQ2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2283.degrees latitude (g = 980.6199 gals.).
 CQ2283
 CQ2283.The modeled gravity was interpolated from observed gravity values.
 CQ2283
 CQ2283;                    North         East    Units  Estimated Accuracy
 CQ2283;SPC LA N     -   256,530.    1,023,260.      MT  (+/- 180 meters Scaled)
 CQ2283
 CQ2283                          SUPERSEDED SURVEY CONTROL
 CQ2283
 CQ2283  NGVD 29 (??/??/??)   50.013  (m)          164.08   (f) ADJUSTED    2 1
 CQ2283
 CQ2283.Superseded values are not recommended for survey control.
 CQ2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2283.See file dsdata.txt to determine how the superseded data were derived.
 CQ2283
 CQ2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS700308(NAD 83)
 CQ2283_MARKER: DD = SURVEY DISK
 CQ2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2283_STAMPING: 56V203 1972
 CQ2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2283+STABILITY: SURFACE MOTION
 CQ2283
 CQ2283  HISTORY     - Date     Condition        Report By
 CQ2283  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2283  HISTORY     - 1975     GOOD             LADTD
 CQ2283  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2283
 CQ2283                          STATION DESCRIPTION
 CQ2283
 CQ2283'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2283'4.5 MI SW FROM LINVILLE.
 CQ2283'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2283'COURT HOUSE, THENCE 5.74 MILES EAST ALONG STATE HIGHWAY 828 TO MILLER
 CQ2283'ROAD, THENCE 3.62 MILES NORTHEAST ALONG MILLER ROAD, MARKER IS 167.6
 CQ2283'FEET SOUTH OF CENTERLINE OF MILLER ROAD, 142.8 FEET SOUTH OF TELEPHONE
 CQ2283'LINE, 28 FEET EAST OF WOODS ROAD, 1.0 FOOT EAST OF A METAL WITNESS
 CQ2283'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 CQ2283'GROUND.  SECTION 10, T 21N, R 2E.
 CQ2283
 CQ2283                          STATION RECOVERY (1990)
 CQ2283
 CQ2283'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2284 ***********************************************************************
 CQ2284  DESIGNATION -  56 V 204 LADTD
 CQ2284  PID         -  CQ2284
 CQ2284  STATE/COUNTY-  LA/UNION
 CQ2284  USGS QUAD   -  HAILE (1988)
 CQ2284
 CQ2284                         *CURRENT SURVEY CONTROL
 CQ2284  ___________________________________________________________________
 CQ2284* NAD 83(1986)-  32 49 18.     (N)    092 14 06.     (W)     SCALED    
 CQ2284* NAVD 88     -        47.539  (meters)     155.97   (feet)  ADJUSTED  
 CQ2284  ___________________________________________________________________
 CQ2284  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2284  DYNAMIC HT  -          47.487 (meters)     155.80  (feet)  COMP
 CQ2284  MODELED GRAV-     979,545.1   (mgal)                       NAVD 88
 CQ2284
 CQ2284  VERT ORDER  -  SECOND    CLASS I
 CQ2284
 CQ2284.The horizontal coordinates were scaled from a topographic map and have
 CQ2284.an estimated accuracy of +/- 6 seconds.
 CQ2284
 CQ2284.The orthometric height was determined by differential leveling
 CQ2284.and adjusted by the National Geodetic Survey in June 1991..
 CQ2284
 CQ2284.The geoid height was determined by GEOID03.
 CQ2284
 CQ2284.The dynamic height is computed by dividing the NAVD 88
 CQ2284.geopotential number by the normal gravity value computed on the
 CQ2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2284.degrees latitude (g = 980.6199 gals.).
 CQ2284
 CQ2284.The modeled gravity was interpolated from observed gravity values.
 CQ2284
 CQ2284;                    North         East    Units  Estimated Accuracy
 CQ2284;SPC LA N     -   257,460.    1,024,820.      MT  (+/- 180 meters Scaled)
 CQ2284
 CQ2284                          SUPERSEDED SURVEY CONTROL
 CQ2284
 CQ2284  NGVD 29 (??/??/??)   47.629  (m)          156.26   (f) ADJUSTED    2 1
 CQ2284
 CQ2284.Superseded values are not recommended for survey control.
 CQ2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2284.See file dsdata.txt to determine how the superseded data were derived.
 CQ2284
 CQ2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS716317(NAD 83)
 CQ2284_MARKER: DD = SURVEY DISK
 CQ2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2284_STAMPING: 56V204 1972
 CQ2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2284+STABILITY: SURFACE MOTION
 CQ2284
 CQ2284  HISTORY     - Date     Condition        Report By
 CQ2284  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2284  HISTORY     - 1975     GOOD             LADTD
 CQ2284  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2284
 CQ2284                          STATION DESCRIPTION
 CQ2284
 CQ2284'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2284'3.5 MI SW FROM LINVILLE.
 CQ2284'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2284'COURT HOUSE, THENCE 5.74 MILES EAST ALONG STATE HIGHWAY 828 TO MILLER
 CQ2284'ROAD, THENCE 3.62 MILES NORTHEAST ALONG MILLER ROAD, MARKER IS 156.2
 CQ2284'FEET SOUTH OF CENTERLINE OF MILLER ROAD, 135 FEET SOUTH OF POWER LINE,
 CQ2284'133 FEET SOUTH OF FENCE, 0.7 FOOT WEST OF NORTH AND SOUTH FENCE, 102.5
 CQ2284'FEET SOUTHEAST OF A GAS WELL IN OPEN PASTURE, PINE WOODS BEGIN AT
 CQ2284'FENCE AND RUN EAST, 1.0 FOOT EAST OF A METAL WITNESS POST, SET IN THE
 CQ2284'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 11, T 21N, R
 CQ2284'2E.
 CQ2284
 CQ2284                          STATION RECOVERY (1990)
 CQ2284
 CQ2284'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2285 ***********************************************************************
 CQ2285  DESIGNATION -  56 V 205 LADTD
 CQ2285  PID         -  CQ2285
 CQ2285  STATE/COUNTY-  LA/UNION
 CQ2285  USGS QUAD   -  HAILE (1988)
 CQ2285
 CQ2285                         *CURRENT SURVEY CONTROL
 CQ2285  ___________________________________________________________________
 CQ2285* NAD 83(1986)-  32 49 18.     (N)    092 12 54.     (W)     SCALED    
 CQ2285* NAVD 88     -        46.536  (meters)     152.68   (feet)  ADJUSTED  
 CQ2285  ___________________________________________________________________
 CQ2285  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ2285  DYNAMIC HT  -          46.485 (meters)     152.51  (feet)  COMP
 CQ2285  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CQ2285
 CQ2285  VERT ORDER  -  SECOND    CLASS I
 CQ2285
 CQ2285.The horizontal coordinates were scaled from a topographic map and have
 CQ2285.an estimated accuracy of +/- 6 seconds.
 CQ2285
 CQ2285.The orthometric height was determined by differential leveling
 CQ2285.and adjusted by the National Geodetic Survey in June 1991..
 CQ2285
 CQ2285.The geoid height was determined by GEOID03.
 CQ2285
 CQ2285.The dynamic height is computed by dividing the NAVD 88
 CQ2285.geopotential number by the normal gravity value computed on the
 CQ2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2285.degrees latitude (g = 980.6199 gals.).
 CQ2285
 CQ2285.The modeled gravity was interpolated from observed gravity values.
 CQ2285
 CQ2285;                    North         East    Units  Estimated Accuracy
 CQ2285;SPC LA N     -   257,460.    1,026,690.      MT  (+/- 180 meters Scaled)
 CQ2285
 CQ2285                          SUPERSEDED SURVEY CONTROL
 CQ2285
 CQ2285  NGVD 29 (??/??/??)   46.626  (m)          152.97   (f) ADJUSTED    2 1
 CQ2285
 CQ2285.Superseded values are not recommended for survey control.
 CQ2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2285.See file dsdata.txt to determine how the superseded data were derived.
 CQ2285
 CQ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS734317(NAD 83)
 CQ2285_MARKER: DD = SURVEY DISK
 CQ2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2285_STAMPING: 56V205 1972
 CQ2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2285+STABILITY: SURFACE MOTION
 CQ2285
 CQ2285  HISTORY     - Date     Condition        Report By
 CQ2285  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2285  HISTORY     - 1975     GOOD             LADTD
 CQ2285  HISTORY     - 1990     GOOD             USPSQD
 CQ2285
 CQ2285                          STATION DESCRIPTION
 CQ2285
 CQ2285'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2285'2.3 MI SW FROM LINVILLE.
 CQ2285'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2285'COURT HOUSE, THENCE 5.74 MILES EAST ALONG STATE HIGHWAY 828 TO MILLER
 CQ2285'ROAD, THENCE 5.84 MILES NORTHEAST ALONG MILLER ROAD, MARKER IS 148
 CQ2285'FEET SOUTH OF MILLER ROAD, 125 FEET SOUTH OF POWER LINE, 26 FEET WEST
 CQ2285'OF WOODS ROAD ON OLIN INDUSTRIES PROPERTY, 1.1 FEET WEST OF A METAL
 CQ2285'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CQ2285'ABOVE THE GROUND.  SECTION 12, T 21N, R 2E.
 CQ2285
 CQ2285                          STATION RECOVERY (1990)
 CQ2285
 CQ2285'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2286 ***********************************************************************
 CQ2286  DESIGNATION -  56 V 206 LADTD
 CQ2286  PID         -  CQ2286
 CQ2286  STATE/COUNTY-  LA/UNION
 CQ2286  USGS QUAD   -  HAILE (1988)
 CQ2286
 CQ2286                         *CURRENT SURVEY CONTROL
 CQ2286  ___________________________________________________________________
 CQ2286* NAD 83(1986)-  32 49 24.     (N)    092 11 54.     (W)     SCALED    
 CQ2286* NAVD 88     -        34.014  (meters)     111.59   (feet)  ADJUSTED  
 CQ2286  ___________________________________________________________________
 CQ2286  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ2286  DYNAMIC HT  -          33.976 (meters)     111.47  (feet)  COMP
 CQ2286  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 CQ2286
 CQ2286  VERT ORDER  -  SECOND    CLASS I
 CQ2286
 CQ2286.The horizontal coordinates were scaled from a topographic map and have
 CQ2286.an estimated accuracy of +/- 6 seconds.
 CQ2286
 CQ2286.The orthometric height was determined by differential leveling
 CQ2286.and adjusted by the National Geodetic Survey in June 1991..
 CQ2286
 CQ2286.The geoid height was determined by GEOID03.
 CQ2286
 CQ2286.The dynamic height is computed by dividing the NAVD 88
 CQ2286.geopotential number by the normal gravity value computed on the
 CQ2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2286.degrees latitude (g = 980.6199 gals.).
 CQ2286
 CQ2286.The modeled gravity was interpolated from observed gravity values.
 CQ2286
 CQ2286;                    North         East    Units  Estimated Accuracy
 CQ2286;SPC LA N     -   257,650.    1,028,250.      MT  (+/- 180 meters Scaled)
 CQ2286
 CQ2286                          SUPERSEDED SURVEY CONTROL
 CQ2286
 CQ2286  NGVD 29 (??/??/??)   34.105  (m)          111.89   (f) ADJUSTED    2 1
 CQ2286
 CQ2286.Superseded values are not recommended for survey control.
 CQ2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2286.See file dsdata.txt to determine how the superseded data were derived.
 CQ2286
 CQ2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS750319(NAD 83)
 CQ2286_MARKER: DD = SURVEY DISK
 CQ2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2286_STAMPING: 56V206 1972
 CQ2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2286+STABILITY: SURFACE MOTION
 CQ2286
 CQ2286  HISTORY     - Date     Condition        Report By
 CQ2286  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2286  HISTORY     - 1975     GOOD             LADTD
 CQ2286  HISTORY     - 1990     GOOD             USPSQD
 CQ2286
 CQ2286                          STATION DESCRIPTION
 CQ2286
 CQ2286'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2286'1.4 MI S FROM LINVILLE.
 CQ2286'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2286'COURT HOUSE, THENCE 5.74 MILES EAST ALONG STATE HIGHWAY 828 TO MILLER
 CQ2286'ROAD, THENCE 6.76 MILES ALONG MILLER ROAD, MARKER IS 171.5 FEET SOUTH
 CQ2286'OF CENTERLINE OF MILLER ROAD, 142 FEET SOUTH OF POWER LINE, 77 FEET
 CQ2286'SOUTHWEST OF NORTHWEST CORNER OF BRICK RESIDENCE, 38 FEET WEST OF 15
 CQ2286'FOOT GRAVEL DRIVEWAY, 0.8 FEET EAST OF BARBED WIRE FENCE RUNNING NORTH
 CQ2286'AND SOUTH, 1.0 FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 CQ2286'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 7, T 21N, R 3E.
 CQ2286
 CQ2286                          STATION RECOVERY (1990)
 CQ2286
 CQ2286'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2287 ***********************************************************************
 CQ2287  DESIGNATION -  56 V 207 LADTD
 CQ2287  PID         -  CQ2287
 CQ2287  STATE/COUNTY-  LA/UNION
 CQ2287  USGS QUAD   -  HAILE (1988)
 CQ2287
 CQ2287                         *CURRENT SURVEY CONTROL
 CQ2287  ___________________________________________________________________
 CQ2287* NAD 83(1986)-  32 50 06.     (N)    092 11 48.     (W)     SCALED    
 CQ2287* NAVD 88     -        53.091  (meters)     174.18   (feet)  ADJUSTED  
 CQ2287  ___________________________________________________________________
 CQ2287  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2287  DYNAMIC HT  -          53.033 (meters)     173.99  (feet)  COMP
 CQ2287  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 CQ2287
 CQ2287  VERT ORDER  -  SECOND    CLASS I
 CQ2287
 CQ2287.The horizontal coordinates were scaled from a topographic map and have
 CQ2287.an estimated accuracy of +/- 6 seconds.
 CQ2287
 CQ2287.The orthometric height was determined by differential leveling
 CQ2287.and adjusted by the National Geodetic Survey in June 1991..
 CQ2287
 CQ2287.The geoid height was determined by GEOID03.
 CQ2287
 CQ2287.The dynamic height is computed by dividing the NAVD 88
 CQ2287.geopotential number by the normal gravity value computed on the
 CQ2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2287.degrees latitude (g = 980.6199 gals.).
 CQ2287
 CQ2287.The modeled gravity was interpolated from observed gravity values.
 CQ2287
 CQ2287;                    North         East    Units  Estimated Accuracy
 CQ2287;SPC LA N     -   258,950.    1,028,400.      MT  (+/- 180 meters Scaled)
 CQ2287
 CQ2287                          SUPERSEDED SURVEY CONTROL
 CQ2287
 CQ2287  NGVD 29 (??/??/??)   53.182  (m)          174.48   (f) ADJUSTED    2 1
 CQ2287
 CQ2287.Superseded values are not recommended for survey control.
 CQ2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2287.See file dsdata.txt to determine how the superseded data were derived.
 CQ2287
 CQ2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS751332(NAD 83)
 CQ2287_MARKER: DD = SURVEY DISK
 CQ2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2287_STAMPING: 56V207 1972
 CQ2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2287+STABILITY: SURFACE MOTION
 CQ2287
 CQ2287  HISTORY     - Date     Condition        Report By
 CQ2287  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2287  HISTORY     - 1975     GOOD             LADTD
 CQ2287  HISTORY     - 1990     GOOD             USPSQD
 CQ2287
 CQ2287                          STATION DESCRIPTION
 CQ2287
 CQ2287'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2287'0.7 MI S FROM LINVILLE.
 CQ2287'LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2287'COURT HOUSE, THENCE 5.74 MILES EAST ALONG STATE HIGHWAY 828 TO MILLER
 CQ2287'ROAD, THENCE 6.76 MILES NORTHEAST ALONG MILLER ROAD TO INTERSECTION OF
 CQ2287'2 PARISH ROADS THENCE 0.70 MILES NORTH TOWARD LINVILLE, MARKER IS 148
 CQ2287'FEET EAST OF CENTERLINE OF PARISH ROAD, 123 FEET EAST OF FENCE, 123
 CQ2287'FEET EAST OF POWER LINE, 28 FEET NORTH OF WOODS ROAD, 1.6 FEET NORTH
 CQ2287'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ2287'3 INCHES ABOVE THE GROUND.  SECTION 6, T 21N, R 3E.
 CQ2287
 CQ2287                          STATION RECOVERY (1990)
 CQ2287
 CQ2287'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2326 ***********************************************************************
 CQ2326  DESIGNATION -  56 V 208 LADTD
 CQ2326  PID         -  CQ2326
 CQ2326  STATE/COUNTY-  LA/UNION
 CQ2326  USGS QUAD   -  FARMERVILLE (1988)
 CQ2326
 CQ2326                         *CURRENT SURVEY CONTROL
 CQ2326  ___________________________________________________________________
 CQ2326* NAD 83(1986)-  32 47 32.     (N)    092 23 11.     (W)     SCALED    
 CQ2326* NAVD 88     -        66.767  (meters)     219.05   (feet)  ADJUSTED  
 CQ2326  ___________________________________________________________________
 CQ2326  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2326  DYNAMIC HT  -          66.693 (meters)     218.81  (feet)  COMP
 CQ2326  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CQ2326
 CQ2326  VERT ORDER  -  SECOND    CLASS I
 CQ2326
 CQ2326.The horizontal coordinates were scaled from a topographic map and have
 CQ2326.an estimated accuracy of +/- 6 seconds.
 CQ2326
 CQ2326.The orthometric height was determined by differential leveling
 CQ2326.and adjusted by the National Geodetic Survey in June 1991..
 CQ2326
 CQ2326.The geoid height was determined by GEOID03.
 CQ2326
 CQ2326.The dynamic height is computed by dividing the NAVD 88
 CQ2326.geopotential number by the normal gravity value computed on the
 CQ2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2326.degrees latitude (g = 980.6199 gals.).
 CQ2326
 CQ2326.The modeled gravity was interpolated from observed gravity values.
 CQ2326
 CQ2326;                    North         East    Units  Estimated Accuracy
 CQ2326;SPC LA N     -   254,170.    1,010,640.      MT  (+/- 180 meters Scaled)
 CQ2326
 CQ2326                          SUPERSEDED SURVEY CONTROL
 CQ2326
 CQ2326  NGVD 29 (??/??/??)   66.856  (m)          219.34   (f) ADJUSTED    2 1
 CQ2326
 CQ2326.Superseded values are not recommended for survey control.
 CQ2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2326.See file dsdata.txt to determine how the superseded data were derived.
 CQ2326
 CQ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS574284(NAD 83)
 CQ2326_MARKER: DD = SURVEY DISK
 CQ2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2326_STAMPING: 56V208 1972
 CQ2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2326+STABILITY: SURFACE MOTION
 CQ2326
 CQ2326  HISTORY     - Date     Condition        Report By
 CQ2326  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2326  HISTORY     - 1974     GOOD             LADTD
 CQ2326  HISTORY     - 1988     GOOD             USPSQD
 CQ2326  HISTORY     - 1990     GOOD             USPSQD
 CQ2326  HISTORY     - 19970211 GOOD             USPSQD
 CQ2326
 CQ2326                          STATION DESCRIPTION
 CQ2326
 CQ2326'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2326'2.0 MI NE FROM FARMERVILLE.
 CQ2326'LOCATED 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2326'COURT HOUSE, MARKER IS AT NORTHEAST END OF FOOTBALL FIELD OUTSIDE OF A
 CQ2326'72 INCH CYCLONE FENCE, 200.8 FEET SOUTHEAST CENTERLINE OF HIGHWAY, 1.0
 CQ2326'FOOT NORTH OF FENCE, 32.9 FEET NORTH OF CENTERLINE OF CINDER TRACK
 CQ2326'AROUND FOOT BALL FIELD, 215 FEET NORTHEAST OF EAST CORNER OF STADIUM,
 CQ2326'149.4 FEET SOUTH OF SOUTH CORNER OF BRICK BUILDING WHICH IS UNION
 CQ2326'PARISH SCHOOL BOARD OFFICE, 57 FEET SOUTHWEST CENTERLINE OF ASPHALT
 CQ2326'DRIVEWAY, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP
 CQ2326'OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 20, T 21N, R 1E.
 CQ2326
 CQ2326                          STATION RECOVERY (1988)
 CQ2326
 CQ2326'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ2326'RECOVERED IN GOOD CONDITION.
 CQ2326
 CQ2326                          STATION RECOVERY (1990)
 CQ2326
 CQ2326'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2326'RECOVERED IN GOOD CONDITION.
 CQ2326
 CQ2326                          STATION RECOVERY (1997)
 CQ2326
 CQ2326'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0258 ***********************************************************************
 CQ0258  DESIGNATION -  56 V 21 LADH RESET 1977
 CQ0258  PID         -  CQ0258
 CQ0258  STATE/COUNTY-  LA/UNION
 CQ0258  USGS QUAD   -  POINT (1994)
 CQ0258
 CQ0258                         *CURRENT SURVEY CONTROL
 CQ0258  ___________________________________________________________________
 CQ0258* NAD 83(1986)-  32 40 25.     (N)    092 16 01.     (W)     SCALED    
 CQ0258* NAVD 88     -        25.99   (+/-2cm)      85.3    (feet)  VERTCON   
 CQ0258  ___________________________________________________________________
 CQ0258  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0258
 CQ0258  VERT ORDER  -  THIRD (See Below)
 CQ0258
 CQ0258.The horizontal coordinates were scaled from a topographic map and have
 CQ0258.an estimated accuracy of +/- 6 seconds.
 CQ0258
 CQ0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0258.The vertical order pertains to the NGVD 29 superseded value.
 CQ0258
 CQ0258.The geoid height was determined by GEOID03.
 CQ0258
 CQ0258;                    North         East    Units  Estimated Accuracy
 CQ0258;SPC LA N     -   241,030.    1,021,860.      MT  (+/- 180 meters Scaled)
 CQ0258
 CQ0258                          SUPERSEDED SURVEY CONTROL
 CQ0258
 CQ0258  NGVD 29 (??/??/??)   26.08   (m)           85.6    (f) RESET       3  
 CQ0258
 CQ0258.Superseded values are not recommended for survey control.
 CQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0258.See file dsdata.txt to determine how the superseded data were derived.
 CQ0258
 CQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS687153(NAD 83)
 CQ0258_MARKER: Z = SEE DESCRIPTION
 CQ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0258_STAMPING: 56V21 RESET 1977
 CQ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0258+STABILITY: SURFACE MOTION
 CQ0258
 CQ0258  HISTORY     - Date     Condition        Report By
 CQ0258  HISTORY     - 1977     MONUMENTED       NGS
 CQ0258  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 CQ0258
 CQ0258                          STATION DESCRIPTION
 CQ0258
 CQ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ0258'16.6 MI SE FROM FARMERVILLE.
 CQ0258'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0258'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0258'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 5.8 MILES TO
 CQ0258'THE POINT POST OFFICE, THENCE NORTHEAST ALONG THE POINT- ROCKY BRANCH
 CQ0258'ROAD FOR 1.1 MILES TO THE MARK ON THE RIGHT ON LAND OWNED BY MR.
 CQ0258'JERALD ESTA.  IT IS 77 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 24
 CQ0258'FEET WEST OF THE EDGE OF THE SWAMPY AREA 59 FEET SOUTHEAST OF A
 CQ0258'10-INCH FENCE POST IN THE RIGHT-OF-WAY FENCE LINE, 0.5 FEET SOUTHEAST
 CQ0258'OF A METAL WITNESS POST AND ABOUT 100 FEET SOUTH OF THE BRINY CREEK
 CQ0258'BRIDGE.  IT IS FLUSH WITH THE GROUND.
 CQ0258
 CQ0258                          STATION RECOVERY (1997)
 CQ0258
 CQ0258'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2328 ***********************************************************************
 CQ2328  DESIGNATION -  56 V 210 LADTD
 CQ2328  PID         -  CQ2328
 CQ2328  STATE/COUNTY-  LA/UNION
 CQ2328  USGS QUAD   -  DE LOUTRE (1988)
 CQ2328
 CQ2328                         *CURRENT SURVEY CONTROL
 CQ2328  ___________________________________________________________________
 CQ2328* NAD 83(1986)-  32 48 46.     (N)    092 21 37.     (W)     SCALED    
 CQ2328* NAVD 88     -        61.080  (meters)     200.39   (feet)  ADJUSTED  
 CQ2328  ___________________________________________________________________
 CQ2328  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ2328  DYNAMIC HT  -          61.013 (meters)     200.17  (feet)  COMP
 CQ2328  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CQ2328
 CQ2328  VERT ORDER  -  SECOND    CLASS I
 CQ2328
 CQ2328.The horizontal coordinates were scaled from a topographic map and have
 CQ2328.an estimated accuracy of +/- 6 seconds.
 CQ2328
 CQ2328.The orthometric height was determined by differential leveling
 CQ2328.and adjusted by the National Geodetic Survey in June 1991..
 CQ2328
 CQ2328.The geoid height was determined by GEOID03.
 CQ2328
 CQ2328.The dynamic height is computed by dividing the NAVD 88
 CQ2328.geopotential number by the normal gravity value computed on the
 CQ2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2328.degrees latitude (g = 980.6199 gals.).
 CQ2328
 CQ2328.The modeled gravity was interpolated from observed gravity values.
 CQ2328
 CQ2328;                    North         East    Units  Estimated Accuracy
 CQ2328;SPC LA N     -   256,450.    1,013,090.      MT  (+/- 180 meters Scaled)
 CQ2328
 CQ2328                          SUPERSEDED SURVEY CONTROL
 CQ2328
 CQ2328  NGVD 29 (??/??/??)   61.168  (m)          200.68   (f) ADJUSTED    2 1
 CQ2328
 CQ2328.Superseded values are not recommended for survey control.
 CQ2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2328.See file dsdata.txt to determine how the superseded data were derived.
 CQ2328
 CQ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS598307(NAD 83)
 CQ2328_MARKER: DD = SURVEY DISK
 CQ2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2328_STAMPING: 56V210 1972
 CQ2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2328+STABILITY: SURFACE MOTION
 CQ2328
 CQ2328  HISTORY     - Date     Condition        Report By
 CQ2328  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2328  HISTORY     - 1974     GOOD             LADTD
 CQ2328  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CQ2328
 CQ2328                          STATION DESCRIPTION
 CQ2328
 CQ2328'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2328'4.0 MI NE FROM FARMERVILLE.
 CQ2328'LOCATED 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2328'COURT HOUSE, MARKER IS IN FARMERVILLE MIDDLE SCHOOL PLAYGROUND, 141
 CQ2328'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 1.2 FEET SOUTHWEST OF CYCLONE
 CQ2328'FENCE, 110 FEET SOUTHEAST FROM CORNER OF FENCE, 117 FEET FROM
 CQ2328'SOUTHWEST CORNER OF BRICK SCHOOL BUILDING, 37 FEET SOUTHEAST OF DOUBLE
 CQ2328'SWINGING GATE IN CYCLONE FENCE, 112 FEET SOUTHEAST OF POWER LINE, 60
 CQ2328'FEET NORTH OF NORTHWEST CORNER OF BRICK SCHOOL BUILDING, 1.2 FEET
 CQ2328'NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ2328'FLUSH WITH THE GROUND.  SECTION 15, T 21N, R 1E.
 CQ2328
 CQ2328                          STATION RECOVERY (1988)
 CQ2328
 CQ2328'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ2328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2329 ***********************************************************************
 CQ2329  DESIGNATION -  56 V 211 LADTD
 CQ2329  PID         -  CQ2329
 CQ2329  STATE/COUNTY-  LA/UNION
 CQ2329  USGS QUAD   -  DE LOUTRE (1988)
 CQ2329
 CQ2329                         *CURRENT SURVEY CONTROL
 CQ2329  ___________________________________________________________________
 CQ2329* NAD 83(1986)-  32 49 22.     (N)    092 20 55.     (W)     SCALED    
 CQ2329* NAVD 88     -        50.544  (meters)     165.83   (feet)  ADJUSTED  
 CQ2329  ___________________________________________________________________
 CQ2329  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2329  DYNAMIC HT  -          50.489 (meters)     165.65  (feet)  COMP
 CQ2329  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 CQ2329
 CQ2329  VERT ORDER  -  SECOND    CLASS I
 CQ2329
 CQ2329.The horizontal coordinates were scaled from a topographic map and have
 CQ2329.an estimated accuracy of +/- 6 seconds.
 CQ2329
 CQ2329.The orthometric height was determined by differential leveling
 CQ2329.and adjusted by the National Geodetic Survey in June 1991..
 CQ2329
 CQ2329.The geoid height was determined by GEOID03.
 CQ2329
 CQ2329.The dynamic height is computed by dividing the NAVD 88
 CQ2329.geopotential number by the normal gravity value computed on the
 CQ2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2329.degrees latitude (g = 980.6199 gals.).
 CQ2329
 CQ2329.The modeled gravity was interpolated from observed gravity values.
 CQ2329
 CQ2329;                    North         East    Units  Estimated Accuracy
 CQ2329;SPC LA N     -   257,560.    1,014,180.      MT  (+/- 180 meters Scaled)
 CQ2329
 CQ2329                          SUPERSEDED SURVEY CONTROL
 CQ2329
 CQ2329  NGVD 29 (??/??/??)   50.631  (m)          166.11   (f) ADJUSTED    2 1
 CQ2329
 CQ2329.Superseded values are not recommended for survey control.
 CQ2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2329.See file dsdata.txt to determine how the superseded data were derived.
 CQ2329
 CQ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS609318(NAD 83)
 CQ2329_MARKER: DD = SURVEY DISK
 CQ2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2329_STAMPING: 56V211 1972
 CQ2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2329+STABILITY: SURFACE MOTION
 CQ2329
 CQ2329  HISTORY     - Date     Condition        Report By
 CQ2329  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2329  HISTORY     - 1974     GOOD             LADTD
 CQ2329  HISTORY     - 1988     GOOD             USPSQD
 CQ2329  HISTORY     - 1990     GOOD             USPSQD
 CQ2329  HISTORY     - 19970211 GOOD             USPSQD
 CQ2329
 CQ2329                          STATION DESCRIPTION
 CQ2329
 CQ2329'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2329'5.1 MI NE FROM FARMERVILLE.
 CQ2329'LOCATED 5.1 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2329'COURT HOUSE, MARKER IS 294.7 FEET NORTHWEST OF CENTERLINE OF HIGHWAY,
 CQ2329'114 FEET SOUTH OF A PARISH ASPHALT ROAD, 260 FEET NORTHWEST OF POWER
 CQ2329'LINE, 96 FEET SOUTHWEST CORNER OF BARBED WIRE FENCE, 1.0 FOOT
 CQ2329'NORTHWEST OF BARBED WIRE FENCE, 94 FEET NORTHWEST OF NORTH CORNER OF
 CQ2329'FRAME RESIDENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, SET IN
 CQ2329'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 11, T 21N,
 CQ2329'R 1E.
 CQ2329
 CQ2329                          STATION RECOVERY (1988)
 CQ2329
 CQ2329'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ2329'RECOVERED IN GOOD CONDITION.
 CQ2329
 CQ2329                          STATION RECOVERY (1990)
 CQ2329
 CQ2329'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2329'RECOVERED IN GOOD CONDITION.
 CQ2329
 CQ2329                          STATION RECOVERY (1997)
 CQ2329
 CQ2329'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2330 ***********************************************************************
 CQ2330  DESIGNATION -  56 V 212 LADTD
 CQ2330  PID         -  CQ2330
 CQ2330  STATE/COUNTY-  LA/UNION
 CQ2330  USGS QUAD   -  DE LOUTRE (1988)
 CQ2330
 CQ2330                         *CURRENT SURVEY CONTROL
 CQ2330  ___________________________________________________________________
 CQ2330* NAD 83(1986)-  32 49 46.     (N)    092 19 57.     (W)     SCALED    
 CQ2330* NAVD 88     -        51.797  (meters)     169.94   (feet)  ADJUSTED  
 CQ2330  ___________________________________________________________________
 CQ2330  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ2330  DYNAMIC HT  -          51.740 (meters)     169.75  (feet)  COMP
 CQ2330  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 CQ2330
 CQ2330  VERT ORDER  -  SECOND    CLASS I
 CQ2330
 CQ2330.The horizontal coordinates were scaled from a topographic map and have
 CQ2330.an estimated accuracy of +/- 6 seconds.
 CQ2330
 CQ2330.The orthometric height was determined by differential leveling
 CQ2330.and adjusted by the National Geodetic Survey in June 1991..
 CQ2330
 CQ2330.The geoid height was determined by GEOID03.
 CQ2330
 CQ2330.The dynamic height is computed by dividing the NAVD 88
 CQ2330.geopotential number by the normal gravity value computed on the
 CQ2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2330.degrees latitude (g = 980.6199 gals.).
 CQ2330
 CQ2330.The modeled gravity was interpolated from observed gravity values.
 CQ2330
 CQ2330;                    North         East    Units  Estimated Accuracy
 CQ2330;SPC LA N     -   258,300.    1,015,680.      MT  (+/- 180 meters Scaled)
 CQ2330
 CQ2330                          SUPERSEDED SURVEY CONTROL
 CQ2330
 CQ2330  NGVD 29 (??/??/??)   51.882  (m)          170.22   (f) ADJUSTED    2 1
 CQ2330
 CQ2330.Superseded values are not recommended for survey control.
 CQ2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2330.See file dsdata.txt to determine how the superseded data were derived.
 CQ2330
 CQ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS624325(NAD 83)
 CQ2330_MARKER: DD = SURVEY DISK
 CQ2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2330_STAMPING: 56V212 1972
 CQ2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2330+STABILITY: SURFACE MOTION
 CQ2330
 CQ2330  HISTORY     - Date     Condition        Report By
 CQ2330  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2330  HISTORY     - 1974     GOOD             LADTD
 CQ2330  HISTORY     - 1988     GOOD             USPSQD
 CQ2330  HISTORY     - 1990     GOOD             USPSQD
 CQ2330  HISTORY     - 19970211 GOOD             USPSQD
 CQ2330
 CQ2330                          STATION DESCRIPTION
 CQ2330
 CQ2330'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2330'6.1 MI NE FROM FARMERVILLE.
 CQ2330'LOCATED 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2330'COURT HOUSE, MARKER IS 154 FEET NORTHWEST OF CENTERLINE OF HIGHWAY,
 CQ2330'132 FEET NORTHWEST OF POWER LINE, 83 FEET NORTHWEST OF FENCE CORNER,
 CQ2330'1.0 FEET SOUTH WEST BARBED WIRE FENCE, 116 FEET WEST OF WEST CORNER OF
 CQ2330'STORE BUILDING BELONGING TO RASSIE KENNEDY, 91 FEET NORTHWEST OF 14
 CQ2330'INCH SYCAMORE TREE IN ANGLE OF FENCE, 1.4 FEET SOUTHEAST OF A METAL
 CQ2330'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ2330'SECTION 11, T 21N, R 1E.
 CQ2330
 CQ2330                          STATION RECOVERY (1988)
 CQ2330
 CQ2330'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ2330'RECOVERED IN GOOD CONDITION.
 CQ2330
 CQ2330                          STATION RECOVERY (1990)
 CQ2330
 CQ2330'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ2330'RECOVERED IN GOOD CONDITION.
 CQ2330
 CQ2330                          STATION RECOVERY (1997)
 CQ2330
 CQ2330'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2331 ***********************************************************************
 CQ2331  DESIGNATION -  56 V 213 LADTD
 CQ2331  PID         -  CQ2331
 CQ2331  STATE/COUNTY-  LA/UNION
 CQ2331  USGS QUAD   -  DE LOUTRE (1988)
 CQ2331
 CQ2331                         *CURRENT SURVEY CONTROL
 CQ2331  ___________________________________________________________________
 CQ2331* NAD 83(1986)-  32 50 08.     (N)    092 19 01.     (W)     SCALED    
 CQ2331* NAVD 88     -        34.743  (meters)     113.99   (feet)  ADJUSTED  
 CQ2331  ___________________________________________________________________
 CQ2331  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ2331  DYNAMIC HT  -          34.705 (meters)     113.86  (feet)  COMP
 CQ2331  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 CQ2331
 CQ2331  VERT ORDER  -  SECOND    CLASS I
 CQ2331
 CQ2331.The horizontal coordinates were scaled from a topographic map and have
 CQ2331.an estimated accuracy of +/- 6 seconds.
 CQ2331
 CQ2331.The orthometric height was determined by differential leveling
 CQ2331.and adjusted by the National Geodetic Survey in June 1991..
 CQ2331
 CQ2331.The geoid height was determined by GEOID03.
 CQ2331
 CQ2331.The dynamic height is computed by dividing the NAVD 88
 CQ2331.geopotential number by the normal gravity value computed on the
 CQ2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2331.degrees latitude (g = 980.6199 gals.).
 CQ2331
 CQ2331.The modeled gravity was interpolated from observed gravity values.
 CQ2331
 CQ2331;                    North         East    Units  Estimated Accuracy
 CQ2331;SPC LA N     -   258,980.    1,017,140.      MT  (+/- 180 meters Scaled)
 CQ2331
 CQ2331                          SUPERSEDED SURVEY CONTROL
 CQ2331
 CQ2331  NGVD 29 (??/??/??)   34.826  (m)          114.26   (f) ADJUSTED    2 1
 CQ2331
 CQ2331.Superseded values are not recommended for survey control.
 CQ2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2331.See file dsdata.txt to determine how the superseded data were derived.
 CQ2331
 CQ2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS639332(NAD 83)
 CQ2331_MARKER: DD = SURVEY DISK
 CQ2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2331_STAMPING: 56V213 1972
 CQ2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2331+STABILITY: SURFACE MOTION
 CQ2331
 CQ2331  HISTORY     - Date     Condition        Report By
 CQ2331  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2331  HISTORY     - 1974     GOOD             LADTD
 CQ2331
 CQ2331                          STATION DESCRIPTION
 CQ2331
 CQ2331'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2331'7.1 MI NE FROM FARMERVILLE.
 CQ2331'LOCATED 7.1 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2331'COURT HOUSE, MARKER IS 148 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 CQ2331'1.0 FOOT SOUTHWEST OF FENCE, 119 FEET FROM FENCE CORNER, 118 FEET
 CQ2331'SOUTHEAST OF A TELEPHONE LINE, 250 FEET SOUTHEAST OF BRICK RESIDENCE,
 CQ2331'IN AN OPEN PASTURE OWNED BY MRS. TERRY AKINS, 1.2 FEET NORTHWEST OF A
 CQ2331'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CQ2331'GROUND.  SECTION 1, T 21N, R 1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2332 ***********************************************************************
 CQ2332  DESIGNATION -  56 V 214 LADTD
 CQ2332  PID         -  CQ2332
 CQ2332  STATE/COUNTY-  LA/UNION
 CQ2332  USGS QUAD   -  DE LOUTRE (1988)
 CQ2332
 CQ2332                         *CURRENT SURVEY CONTROL
 CQ2332  ___________________________________________________________________
 CQ2332* NAD 83(1986)-  32 51 18.     (N)    092 18 17.     (W)     SCALED    
 CQ2332* NAVD 88     -        44.057  (meters)     144.54   (feet)  ADJUSTED  
 CQ2332  ___________________________________________________________________
 CQ2332  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ2332  DYNAMIC HT  -          44.009 (meters)     144.39  (feet)  COMP
 CQ2332  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 CQ2332
 CQ2332  VERT ORDER  -  SECOND    CLASS I
 CQ2332
 CQ2332.The horizontal coordinates were scaled from a topographic map and have
 CQ2332.an estimated accuracy of +/- 6 seconds.
 CQ2332
 CQ2332.The orthometric height was determined by differential leveling
 CQ2332.and adjusted by the National Geodetic Survey in June 1991..
 CQ2332
 CQ2332.The geoid height was determined by GEOID03.
 CQ2332
 CQ2332.The dynamic height is computed by dividing the NAVD 88
 CQ2332.geopotential number by the normal gravity value computed on the
 CQ2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2332.degrees latitude (g = 980.6199 gals.).
 CQ2332
 CQ2332.The modeled gravity was interpolated from observed gravity values.
 CQ2332
 CQ2332;                    North         East    Units  Estimated Accuracy
 CQ2332;SPC LA N     -   261,140.    1,018,280.      MT  (+/- 180 meters Scaled)
 CQ2332
 CQ2332                          SUPERSEDED SURVEY CONTROL
 CQ2332
 CQ2332  NGVD 29 (??/??/??)   44.139  (m)          144.81   (f) ADJUSTED    2 1
 CQ2332
 CQ2332.Superseded values are not recommended for survey control.
 CQ2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2332.See file dsdata.txt to determine how the superseded data were derived.
 CQ2332
 CQ2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS650354(NAD 83)
 CQ2332_MARKER: DD = SURVEY DISK
 CQ2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2332_STAMPING: 56V214 1972
 CQ2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2332+STABILITY: SURFACE MOTION
 CQ2332
 CQ2332  HISTORY     - Date     Condition        Report By
 CQ2332  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2332  HISTORY     - 1974     GOOD             LADTD
 CQ2332  HISTORY     - 1988     GOOD             USPSQD
 CQ2332
 CQ2332                          STATION DESCRIPTION
 CQ2332
 CQ2332'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2332'8.9 MI NE FROM FARMERVILLE.
 CQ2332'LOCATED 8.9 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ2332'COURT HOUSE, MARKER IS IN WOODS 144 FEET SOUTHEAST OF CENTERLINE OF
 CQ2332'HIGHWAY, 99 FEET SOUTHEAST OF A BARBED WIRE FENCE, 195 FEET EAST OF
 CQ2332'INTERSECTION OF STATE HIGHWAY 33 AND PARISH ROAD RUNNING NORTH AND
 CQ2332'SOUTH, 181 FEET NORTHEAST EAST OF CENTERLINE OF CATTLE GUARD,
 CQ2332'APPROXIMATELY 300 FEET EAST OF FRAME RESIDENCE, 1.4 FEET EAST OF A
 CQ2332'METAL WITNESS POST, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 CQ2332'GROUND.  SECTION 31, T 22N, R 2E.
 CQ2332
 CQ2332                          STATION RECOVERY (1988)
 CQ2332
 CQ2332'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2241 ***********************************************************************
 CQ2241  DESIGNATION -  56 V 215 LADTD
 CQ2241  PID         -  CQ2241
 CQ2241  STATE/COUNTY-  LA/UNION
 CQ2241  USGS QUAD   -  MARION WEST (1988)
 CQ2241
 CQ2241                         *CURRENT SURVEY CONTROL
 CQ2241  ___________________________________________________________________
 CQ2241* NAD 83(1986)-  32 52 36.     (N)    092 17 19.     (W)     SCALED    
 CQ2241* NAVD 88     -        55.313  (meters)     181.47   (feet)  ADJUSTED  
 CQ2241  ___________________________________________________________________
 CQ2241  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2241  DYNAMIC HT  -          55.253 (meters)     181.28  (feet)  COMP
 CQ2241  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 CQ2241
 CQ2241  VERT ORDER  -  SECOND    CLASS I
 CQ2241
 CQ2241.The horizontal coordinates were scaled from a topographic map and have
 CQ2241.an estimated accuracy of +/- 6 seconds.
 CQ2241
 CQ2241.The orthometric height was determined by differential leveling
 CQ2241.and adjusted by the National Geodetic Survey in June 1991..
 CQ2241
 CQ2241.The geoid height was determined by GEOID03.
 CQ2241
 CQ2241.The dynamic height is computed by dividing the NAVD 88
 CQ2241.geopotential number by the normal gravity value computed on the
 CQ2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2241.degrees latitude (g = 980.6199 gals.).
 CQ2241
 CQ2241.The modeled gravity was interpolated from observed gravity values.
 CQ2241
 CQ2241;                    North         East    Units  Estimated Accuracy
 CQ2241;SPC LA N     -   263,550.    1,019,780.      MT  (+/- 180 meters Scaled)
 CQ2241
 CQ2241                          SUPERSEDED SURVEY CONTROL
 CQ2241
 CQ2241  NGVD 29 (??/??/??)   55.396  (m)          181.75   (f) ADJUSTED    2 1
 CQ2241
 CQ2241.Superseded values are not recommended for survey control.
 CQ2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2241.See file dsdata.txt to determine how the superseded data were derived.
 CQ2241
 CQ2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS665378(NAD 83)
 CQ2241_MARKER: DD = SURVEY DISK
 CQ2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2241_STAMPING: 56V215 1972
 CQ2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2241+STABILITY: SURFACE MOTION
 CQ2241
 CQ2241  HISTORY     - Date     Condition        Report By
 CQ2241  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2241  HISTORY     - 1974     GOOD             LADTD
 CQ2241
 CQ2241                          STATION DESCRIPTION
 CQ2241
 CQ2241'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2241'3.4 MI SW FROM MARION.
 CQ2241'LOCATED 10.7 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 33 FROM UNION
 CQ2241'PARISH COURT HOUSE, MARKER IS ON TOP OF A HILL NORTH OF THE
 CQ2241'INTERSECTION OF LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 348 IN
 CQ2241'WOODS OWNED BY OLIN INDUSTRIES, 266.7 FEET NORTHWEST OF THE CENTERLINE
 CQ2241'OF LOUISIANA HIGHWAY 33, 157 FEET NORTHEAST OF THE CENTERLINE OF
 CQ2241'LOUISIANA HIGHWAY 348, 238 FEET NORTHWEST OF POWER LINE, 15 FEET NORTH
 CQ2241'OF A WOODS ROAD, 1.3 FEET NORTH OF A METAL WITNESS POST, SET IN THE
 CQ2241'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2242 ***********************************************************************
 CQ2242  DESIGNATION -  56 V 216 LADTD
 CQ2242  PID         -  CQ2242
 CQ2242  STATE/COUNTY-  LA/UNION
 CQ2242  USGS QUAD   -  MARION WEST (1988)
 CQ2242
 CQ2242                         *CURRENT SURVEY CONTROL
 CQ2242  ___________________________________________________________________
 CQ2242* NAD 83(1986)-  32 52 54.     (N)    092 16 43.     (W)     SCALED    
 CQ2242* NAVD 88     -        54.724  (meters)     179.54   (feet)  ADJUSTED  
 CQ2242  ___________________________________________________________________
 CQ2242  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2242  DYNAMIC HT  -          54.665 (meters)     179.35  (feet)  COMP
 CQ2242  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CQ2242
 CQ2242  VERT ORDER  -  SECOND    CLASS I
 CQ2242
 CQ2242.The horizontal coordinates were scaled from a topographic map and have
 CQ2242.an estimated accuracy of +/- 6 seconds.
 CQ2242
 CQ2242.The orthometric height was determined by differential leveling
 CQ2242.and adjusted by the National Geodetic Survey in June 1991..
 CQ2242.WARNING-Repeat measurements at this control monument indicate possible
 CQ2242.vertical movement.
 CQ2242
 CQ2242.The geoid height was determined by GEOID03.
 CQ2242
 CQ2242.The dynamic height is computed by dividing the NAVD 88
 CQ2242.geopotential number by the normal gravity value computed on the
 CQ2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2242.degrees latitude (g = 980.6199 gals.).
 CQ2242
 CQ2242.The modeled gravity was interpolated from observed gravity values.
 CQ2242
 CQ2242;                    North         East    Units  Estimated Accuracy
 CQ2242;SPC LA N     -   264,100.    1,020,720.      MT  (+/- 180 meters Scaled)
 CQ2242
 CQ2242                          SUPERSEDED SURVEY CONTROL
 CQ2242
 CQ2242  NGVD 29 (??/??/??)   54.808  (m)          179.82   (f) ADJUSTED    2 1
 CQ2242
 CQ2242.Superseded values are not recommended for survey control.
 CQ2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2242.See file dsdata.txt to determine how the superseded data were derived.
 CQ2242
 CQ2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS674383(NAD 83)
 CQ2242_MARKER: DD = SURVEY DISK
 CQ2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2242_STAMPING: 56V216 1972
 CQ2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2242+STABILITY: SURFACE MOTION
 CQ2242
 CQ2242  HISTORY     - Date     Condition        Report By
 CQ2242  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2242  HISTORY     - 1974     GOOD             LADTD
 CQ2242
 CQ2242                          STATION DESCRIPTION
 CQ2242
 CQ2242'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2242'2.7 MI SW FROM MARION.
 CQ2242'LOCATED 11.4 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 33 FROM UNION
 CQ2242'PARISH COURT HOUSE, MARKER IS IN NORTH CORNER OF ROADSIDE PARK, 127.4
 CQ2242'FEET NORTHWEST OF CENTERLINE OF LOUISIANA HIGHWAY 33, 71 FEET NORTH OF
 CQ2242'ASPHALT DRIVE IN PARK, 1.5 FEET SOUTH OF FENCE CORNER, 93.4 FEET
 CQ2242'NORTHWEST OF FENCE CORNER, 102 FEET NORTHWEST OF POWER LINE, 13 FEET
 CQ2242'NORTH OF 14 INCH PINE TREE, 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 CQ2242'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2243 ***********************************************************************
 CQ2243  DESIGNATION -  56 V 217 LADTD
 CQ2243  PID         -  CQ2243
 CQ2243  STATE/COUNTY-  LA/UNION
 CQ2243  USGS QUAD   -  MARION WEST (1988)
 CQ2243
 CQ2243                         *CURRENT SURVEY CONTROL
 CQ2243  ___________________________________________________________________
 CQ2243* NAD 83(1986)-  32 53 12.     (N)    092 15 24.     (W)     SCALED    
 CQ2243* NAVD 88     -        53.982  (meters)     177.11   (feet)  ADJUSTED  
 CQ2243  ___________________________________________________________________
 CQ2243  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2243  DYNAMIC HT  -          53.923 (meters)     176.91  (feet)  COMP
 CQ2243  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 CQ2243
 CQ2243  VERT ORDER  -  SECOND    CLASS I
 CQ2243
 CQ2243.The horizontal coordinates were scaled from a topographic map and have
 CQ2243.an estimated accuracy of +/- 6 seconds.
 CQ2243
 CQ2243.The orthometric height was determined by differential leveling
 CQ2243.and adjusted by the National Geodetic Survey in June 1991..
 CQ2243
 CQ2243.The geoid height was determined by GEOID03.
 CQ2243
 CQ2243.The dynamic height is computed by dividing the NAVD 88
 CQ2243.geopotential number by the normal gravity value computed on the
 CQ2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2243.degrees latitude (g = 980.6199 gals.).
 CQ2243
 CQ2243.The modeled gravity was interpolated from observed gravity values.
 CQ2243
 CQ2243;                    North         East    Units  Estimated Accuracy
 CQ2243;SPC LA N     -   264,660.    1,022,770.      MT  (+/- 180 meters Scaled)
 CQ2243
 CQ2243                          SUPERSEDED SURVEY CONTROL
 CQ2243
 CQ2243  NGVD 29 (??/??/??)   54.070  (m)          177.39   (f) ADJUSTED    2 1
 CQ2243
 CQ2243.Superseded values are not recommended for survey control.
 CQ2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2243.See file dsdata.txt to determine how the superseded data were derived.
 CQ2243
 CQ2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS695389(NAD 83)
 CQ2243_MARKER: DD = SURVEY DISK
 CQ2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2243_STAMPING: 56V217 1972
 CQ2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2243+STABILITY: SURFACE MOTION
 CQ2243
 CQ2243  HISTORY     - Date     Condition        Report By
 CQ2243  HISTORY     - 1972     MONUMENTED       LADTD
 CQ2243  HISTORY     - 1974     GOOD             LADTD
 CQ2243
 CQ2243                          STATION DESCRIPTION
 CQ2243
 CQ2243'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2243'1.5 MI SW FROM MARION.
 CQ2243'LOCATED 12.6 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 33 FROM UNION
 CQ2243'PARISH COURT HOUSE, MARKER IS 215 FEET SOUTHEAST OF CENTERLINE OF
 CQ2243'LOUISIANA HIGHWAY 33 ON FENCE ROW IN YARD OF FELBERT ANDREWS, 178 FEET
 CQ2243'SOUTHEAST OF TELEPHONE LINE, 130 FEET SOUTHEAST OF OLD DUMMY LINE, 2
 CQ2243'FEET WEST OF FENCE, 73 FEET NORTHEAST OF NORTHEAST CORNER OF FRAME
 CQ2243'RESIDENCE, 91.5 FEET SOUTH OF FENCE AND PROPERTY CORNER, 1.1 FEET
 CQ2243'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH
 CQ2243'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2232 ***********************************************************************
 CQ2232  DESIGNATION -  56 V 218 LADTD
 CQ2232  PID         -  CQ2232
 CQ2232  STATE/COUNTY-  LA/UNION
 CQ2232  USGS QUAD   -  MARION WEST (1988)
 CQ2232
 CQ2232                         *CURRENT SURVEY CONTROL
 CQ2232  ___________________________________________________________________
 CQ2232* NAD 83(1986)-  32 53 24.     (N)    092 22 19.     (W)     SCALED    
 CQ2232* NAVD 88     -        49.888  (meters)     163.67   (feet)  ADJUSTED  
 CQ2232  ___________________________________________________________________
 CQ2232  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2232  DYNAMIC HT  -          49.833 (meters)     163.49  (feet)  COMP
 CQ2232  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 CQ2232
 CQ2232  VERT ORDER  -  SECOND    CLASS I
 CQ2232
 CQ2232.The horizontal coordinates were scaled from a topographic map and have
 CQ2232.an estimated accuracy of +/- 6 seconds.
 CQ2232
 CQ2232.The orthometric height was determined by differential leveling
 CQ2232.and adjusted by the National Geodetic Survey in June 1991..
 CQ2232
 CQ2232.The geoid height was determined by GEOID03.
 CQ2232
 CQ2232.The dynamic height is computed by dividing the NAVD 88
 CQ2232.geopotential number by the normal gravity value computed on the
 CQ2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2232.degrees latitude (g = 980.6199 gals.).
 CQ2232
 CQ2232.The modeled gravity was interpolated from observed gravity values.
 CQ2232
 CQ2232;                    North         East    Units  Estimated Accuracy
 CQ2232;SPC LA N     -   265,010.    1,011,980.      MT  (+/- 180 meters Scaled)
 CQ2232
 CQ2232                          SUPERSEDED SURVEY CONTROL
 CQ2232
 CQ2232  NGVD 29 (??/??/??)   49.972  (m)          163.95   (f) ADJUSTED    2 1
 CQ2232
 CQ2232.Superseded values are not recommended for survey control.
 CQ2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2232.See file dsdata.txt to determine how the superseded data were derived.
 CQ2232
 CQ2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS587392(NAD 83)
 CQ2232_MARKER: DD = SURVEY DISK
 CQ2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2232_STAMPING: 56V218 1974
 CQ2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2232+STABILITY: SURFACE MOTION
 CQ2232
 CQ2232  HISTORY     - Date     Condition        Report By
 CQ2232  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2232  HISTORY     - 1976     GOOD             LADTD
 CQ2232
 CQ2232                          STATION DESCRIPTION
 CQ2232
 CQ2232'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2232'9.8 MI N FROM FARMERVILLE.
 CQ2232'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2232'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2232'HIGHWAY 549 FOR 5.4 MILES TO INTERSECTION WITH LOUISIANA HIGHWAY 348,
 CQ2232'THENCE EAST ALONG LOUISIANA HIGHWAY 348 A DISTANCE OF 1.3 MILES AND
 CQ2232'THE MARK ON THE LEFT, IT IS 143 FEET NORTH OF THE CENTERLINE OF
 CQ2232'LOUISIANA HIGHWAY 348, 1 FOOT EAST OF A FENCE LEADING NORTH, 75 FEET
 CQ2232'SOUTHEAST OF A 36 INCH OAK TREE, 61 FEET SOUTH OF A FENCE CORNER, 140
 CQ2232'FEET NORTHWEST OF A SERVICE POWER POLE, 149 FEET WEST OF THE SOUTHWEST
 CQ2232'CORNER OF A WOOD FRAME RESIDENCE.  IT IS 1 FOOT SOUTH OF A METAL
 CQ2232'WITNESS POST SET IN A 10 INCH ROUND CONCRETE POST AND PROJECTING 3
 CQ2232'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2233 ***********************************************************************
 CQ2233  DESIGNATION -  56 V 219 LADTD
 CQ2233  PID         -  CQ2233
 CQ2233  STATE/COUNTY-  LA/UNION
 CQ2233  USGS QUAD   -  MARION WEST (1988)
 CQ2233
 CQ2233                         *CURRENT SURVEY CONTROL
 CQ2233  ___________________________________________________________________
 CQ2233* NAD 83(1986)-  32 53 18.     (N)    092 21 31.     (W)     SCALED    
 CQ2233* NAVD 88     -        53.728  (meters)     176.27   (feet)  ADJUSTED  
 CQ2233  ___________________________________________________________________
 CQ2233  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2233  DYNAMIC HT  -          53.670 (meters)     176.08  (feet)  COMP
 CQ2233  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 CQ2233
 CQ2233  VERT ORDER  -  SECOND    CLASS I
 CQ2233
 CQ2233.The horizontal coordinates were scaled from a topographic map and have
 CQ2233.an estimated accuracy of +/- 6 seconds.
 CQ2233
 CQ2233.The orthometric height was determined by differential leveling
 CQ2233.and adjusted by the National Geodetic Survey in June 1991..
 CQ2233
 CQ2233.The geoid height was determined by GEOID03.
 CQ2233
 CQ2233.The dynamic height is computed by dividing the NAVD 88
 CQ2233.geopotential number by the normal gravity value computed on the
 CQ2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2233.degrees latitude (g = 980.6199 gals.).
 CQ2233
 CQ2233.The modeled gravity was interpolated from observed gravity values.
 CQ2233
 CQ2233;                    North         East    Units  Estimated Accuracy
 CQ2233;SPC LA N     -   264,830.    1,013,230.      MT  (+/- 180 meters Scaled)
 CQ2233
 CQ2233                          SUPERSEDED SURVEY CONTROL
 CQ2233
 CQ2233  NGVD 29 (??/??/??)   53.811  (m)          176.54   (f) ADJUSTED    2 1
 CQ2233
 CQ2233.Superseded values are not recommended for survey control.
 CQ2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2233.See file dsdata.txt to determine how the superseded data were derived.
 CQ2233
 CQ2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS599390(NAD 83)
 CQ2233_MARKER: DD = SURVEY DISK
 CQ2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2233_STAMPING: 56V219 1974
 CQ2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2233+STABILITY: SURFACE MOTION
 CQ2233
 CQ2233  HISTORY     - Date     Condition        Report By
 CQ2233  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2233  HISTORY     - 1976     GOOD             LADTD
 CQ2233
 CQ2233                          STATION DESCRIPTION
 CQ2233
 CQ2233'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2233'10.7 MI N FROM FARMERVILLE.
 CQ2233'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2233'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2233'HIGHWAY 549 FOR 5.4 MILES TO INTERSECTION WITH LOUISIANA HIGHWAY 348,
 CQ2233'THENCE EAST ALONG LOUISIANA HIGHWAY 348 A DISTANCE OF 2.3 MILES AND
 CQ2233'THE MARK ON THE RIGHT, IT IS 118 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ2233'LOUISIANA HIGHWAY 348, 13 FEET WEST OF THE CENTERLINE OF A WOODS ROAD
 CQ2233'LEADING SOUTHWEST, 94 FEET SOUTHWEST OF A 24 INCH CEDAR TREE, 168 FEET
 CQ2233'SOUTHWEST OF A FENCE CORNER ON THE NORTH SIDE OF LOUISIANA HIGHWAY
 CQ2233'348.  IT IS 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF
 CQ2233'A 10 INCH ROUND CONCRETE POST AND PROJECTING 4 INCHES ABOVE THE
 CQ2233'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0259 ***********************************************************************
 CQ0259  DESIGNATION -  56 V 22 LADH
 CQ0259  PID         -  CQ0259
 CQ0259  STATE/COUNTY-  LA/UNION
 CQ0259  USGS QUAD   -  POINT (1994)
 CQ0259
 CQ0259                         *CURRENT SURVEY CONTROL
 CQ0259  ___________________________________________________________________
 CQ0259* NAD 83(1986)-  32 40 39.     (N)    092 15 40.     (W)     SCALED    
 CQ0259* NAVD 88     -        38.783  (meters)     127.24   (feet)  ADJUSTED  
 CQ0259  ___________________________________________________________________
 CQ0259  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0259  DYNAMIC HT  -          38.740 (meters)     127.10  (feet)  COMP
 CQ0259  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CQ0259
 CQ0259  VERT ORDER  -  SECOND    CLASS 0
 CQ0259
 CQ0259.The horizontal coordinates were scaled from a topographic map and have
 CQ0259.an estimated accuracy of +/- 6 seconds.
 CQ0259
 CQ0259.The orthometric height was determined by differential leveling
 CQ0259.and adjusted by the National Geodetic Survey in June 1991..
 CQ0259
 CQ0259.The geoid height was determined by GEOID03.
 CQ0259
 CQ0259.The dynamic height is computed by dividing the NAVD 88
 CQ0259.geopotential number by the normal gravity value computed on the
 CQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0259.degrees latitude (g = 980.6199 gals.).
 CQ0259
 CQ0259.The modeled gravity was interpolated from observed gravity values.
 CQ0259
 CQ0259;                    North         East    Units  Estimated Accuracy
 CQ0259;SPC LA N     -   241,460.    1,022,410.      MT  (+/- 180 meters Scaled)
 CQ0259
 CQ0259                          SUPERSEDED SURVEY CONTROL
 CQ0259
 CQ0259  NGVD 29 (??/??/??)   38.863  (m)          127.50   (f) ADJUSTED    2 0
 CQ0259
 CQ0259.Superseded values are not recommended for survey control.
 CQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0259.See file dsdata.txt to determine how the superseded data were derived.
 CQ0259
 CQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS692157(NAD 83)
 CQ0259_MARKER: DE = TRAVERSE STATION DISK
 CQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0259_STAMPING: 56V22 1968
 CQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0259+STABILITY: SURFACE MOTION
 CQ0259
 CQ0259  HISTORY     - Date     Condition        Report By
 CQ0259  HISTORY     - 1968     MONUMENTED       LADH
 CQ0259  HISTORY     - 1968     GOOD             LADH
 CQ0259  HISTORY     - 19970218 GOOD             USPSQD
 CQ0259
 CQ0259                          STATION DESCRIPTION
 CQ0259
 CQ0259'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0259'17.2 MI SE FROM FARMERVILLE.
 CQ0259'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0259'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0259'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 5.8 MILES TO
 CQ0259'THE POINT POST OFFICE, THENCE NORTHEAST ALONG THE POINT-ROCKY BRANCH
 CQ0259'ROAD FOR 1.7 MILES TO THE MARK ON THE LEFT.  IT IS 93 FEET NORTHWEST
 CQ0259'OF THE CENTERLINE OF THE ROAD AT THE TEXAS GAS PIPELINE CROSSING, 33
 CQ0259'FEET NORTH OF THE PIPELINE ON CHRISTY B. BAYLES PROPERTY, 62 FEET WEST
 CQ0259'OF THE TEXAS GAS PIPELINE MARKER POST, AND 2 FEET NORTHEAST OF A STEEL
 CQ0259'WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V22
 CQ0259'1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES. NOTE--
 CQ0259'THE DISK IS LOCATED 1.75 MILES WEST OF BM 56V23.
 CQ0259
 CQ0259                          STATION RECOVERY (1997)
 CQ0259
 CQ0259'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2237 ***********************************************************************
 CQ2237  DESIGNATION -  56 V 220 LADTD
 CQ2237  PID         -  CQ2237
 CQ2237  STATE/COUNTY-  LA/UNION
 CQ2237  USGS QUAD   -  MARION WEST (1988)
 CQ2237
 CQ2237                         *CURRENT SURVEY CONTROL
 CQ2237  ___________________________________________________________________
 CQ2237* NAD 83(1986)-  32 53 18.     (N)    092 20 01.     (W)     SCALED    
 CQ2237* NAVD 88     -        51.105  (meters)     167.67   (feet)  ADJUSTED  
 CQ2237  ___________________________________________________________________
 CQ2237  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2237  DYNAMIC HT  -          51.049 (meters)     167.48  (feet)  COMP
 CQ2237  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 CQ2237
 CQ2237  VERT ORDER  -  SECOND    CLASS I
 CQ2237
 CQ2237.The horizontal coordinates were scaled from a topographic map and have
 CQ2237.an estimated accuracy of +/- 6 seconds.
 CQ2237
 CQ2237.The orthometric height was determined by differential leveling
 CQ2237.and adjusted by the National Geodetic Survey in June 1991..
 CQ2237
 CQ2237.The geoid height was determined by GEOID03.
 CQ2237
 CQ2237.The dynamic height is computed by dividing the NAVD 88
 CQ2237.geopotential number by the normal gravity value computed on the
 CQ2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2237.degrees latitude (g = 980.6199 gals.).
 CQ2237
 CQ2237.The modeled gravity was interpolated from observed gravity values.
 CQ2237
 CQ2237;                    North         East    Units  Estimated Accuracy
 CQ2237;SPC LA N     -   264,830.    1,015,570.      MT  (+/- 180 meters Scaled)
 CQ2237
 CQ2237                          SUPERSEDED SURVEY CONTROL
 CQ2237
 CQ2237  NGVD 29 (??/??/??)   51.189  (m)          167.94   (f) ADJUSTED    2 1
 CQ2237
 CQ2237.Superseded values are not recommended for survey control.
 CQ2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2237.See file dsdata.txt to determine how the superseded data were derived.
 CQ2237
 CQ2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS623391(NAD 83)
 CQ2237_MARKER: DD = SURVEY DISK
 CQ2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2237_STAMPING: 56V220 1974
 CQ2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2237+STABILITY: SURFACE MOTION
 CQ2237
 CQ2237  HISTORY     - Date     Condition        Report By
 CQ2237  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2237  HISTORY     - 1976     GOOD             LADTD
 CQ2237
 CQ2237                          STATION DESCRIPTION
 CQ2237
 CQ2237'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2237'12.4 MI N FROM FARMERVILLE.
 CQ2237'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2237'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2237'HIGHWAY 549 FOR 5.4 MILES TO INTERSECTION WITH LOUISIANA HIGHWAY 348,
 CQ2237'THENCE EAST ALONG LOUISIANA HIGHWAY 348 A DISTANCE OF 4 MILES AND THE
 CQ2237'MARK ON THE LEFT, IT IS 133 FEET NORTH OF THE CENTERLINE OF LOUISIANA
 CQ2237'348, 1.5 FEET WEST OF A FENCE LEADING NORTH, 155 FEET NORTHEAST OF A
 CQ2237'POWER POLE, 115 FEET NORTHEAST OF A 8 INCH CRESOTE GATE POST ON NORTH
 CQ2237'SIDE OF HIGHWAY, 86 FEET NORTH OF A GARDEN FENCE CORNER ON NORTH SIDE
 CQ2237'OF HIGHWAY.  IT IS 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP
 CQ2237'OF A 10 INCH ROUND CONCRETE POST AND PROJECTING 4 INCHES ABOVE THE
 CQ2237'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2238 ***********************************************************************
 CQ2238  DESIGNATION -  56 V 221 LADTD
 CQ2238  PID         -  CQ2238
 CQ2238  STATE/COUNTY-  LA/UNION
 CQ2238  USGS QUAD   -  MARION WEST (1988)
 CQ2238
 CQ2238                         *CURRENT SURVEY CONTROL
 CQ2238  ___________________________________________________________________
 CQ2238* NAD 83(1986)-  32 52 42.     (N)    092 19 25.     (W)     SCALED    
 CQ2238* NAVD 88     -        60.070  (meters)     197.08   (feet)  ADJUSTED  
 CQ2238  ___________________________________________________________________
 CQ2238  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2238  DYNAMIC HT  -          60.005 (meters)     196.87  (feet)  COMP
 CQ2238  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 CQ2238
 CQ2238  VERT ORDER  -  SECOND    CLASS I
 CQ2238
 CQ2238.The horizontal coordinates were scaled from a topographic map and have
 CQ2238.an estimated accuracy of +/- 6 seconds.
 CQ2238
 CQ2238.The orthometric height was determined by differential leveling
 CQ2238.and adjusted by the National Geodetic Survey in June 1991..
 CQ2238
 CQ2238.The geoid height was determined by GEOID03.
 CQ2238
 CQ2238.The dynamic height is computed by dividing the NAVD 88
 CQ2238.geopotential number by the normal gravity value computed on the
 CQ2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2238.degrees latitude (g = 980.6199 gals.).
 CQ2238
 CQ2238.The modeled gravity was interpolated from observed gravity values.
 CQ2238
 CQ2238;                    North         East    Units  Estimated Accuracy
 CQ2238;SPC LA N     -   263,730.    1,016,510.      MT  (+/- 180 meters Scaled)
 CQ2238
 CQ2238                          SUPERSEDED SURVEY CONTROL
 CQ2238
 CQ2238  NGVD 29 (??/??/??)   60.152  (m)          197.35   (f) ADJUSTED    2 1
 CQ2238
 CQ2238.Superseded values are not recommended for survey control.
 CQ2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2238.See file dsdata.txt to determine how the superseded data were derived.
 CQ2238
 CQ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS632380(NAD 83)
 CQ2238_MARKER: DD = SURVEY DISK
 CQ2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2238_STAMPING: 56V221 1974
 CQ2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2238+STABILITY: SURFACE MOTION
 CQ2238
 CQ2238  HISTORY     - Date     Condition        Report By
 CQ2238  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2238  HISTORY     - 1976     GOOD             LADTD
 CQ2238
 CQ2238                          STATION DESCRIPTION
 CQ2238
 CQ2238'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2238'13.4 MI N FROM FARMERVILLE.
 CQ2238'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2238'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2238'HIGHWAY 549 FOR 5.4 MILES TO INTERSECTION WITH LOUISIANA HIGHWAY 348,
 CQ2238'THENCE EAST ALONG LOUISIANA HIGHWAY 348 A DISTANCE OF 4.9 MILES AND
 CQ2238'THE MARK ON THE RIGHT, IT IS 146 FEET SOUTH OF THE CENTERLINE OF
 CQ2238'LOUISIANA HIGHWAY 348, 16 FEET SOUTHEAST OF THE CENTERLINE OF A WOODS
 CQ2238'ROAD LEADING SOUTHWEST, 94 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 CQ2238'AN OLD BARN, 82 FEET SOUTH OF A 18 INCH WALNUT TREE, 217 FEET
 CQ2238'SOUTHWEST OF A POWER POLE ON THE NORTH SIDE OF THE HIGHWAY.  IT IS 1
 CQ2238'FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH
 CQ2238'ROUND CONCRETE POST AND PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2239 ***********************************************************************
 CQ2239  DESIGNATION -  56 V 222 LADTD
 CQ2239  PID         -  CQ2239
 CQ2239  STATE/COUNTY-  LA/UNION
 CQ2239  USGS QUAD   -  MARION WEST (1988)
 CQ2239
 CQ2239                         *CURRENT SURVEY CONTROL
 CQ2239  ___________________________________________________________________
 CQ2239* NAD 83(1986)-  32 52 36.     (N)    092 18 13.     (W)     SCALED    
 CQ2239* NAVD 88     -        32.627  (meters)     107.04   (feet)  ADJUSTED  
 CQ2239  ___________________________________________________________________
 CQ2239  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2239  DYNAMIC HT  -          32.592 (meters)     106.93  (feet)  COMP
 CQ2239  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 CQ2239
 CQ2239  VERT ORDER  -  SECOND    CLASS I
 CQ2239
 CQ2239.The horizontal coordinates were scaled from a topographic map and have
 CQ2239.an estimated accuracy of +/- 6 seconds.
 CQ2239
 CQ2239.The orthometric height was determined by differential leveling
 CQ2239.and adjusted by the National Geodetic Survey in June 1991..
 CQ2239
 CQ2239.The geoid height was determined by GEOID03.
 CQ2239
 CQ2239.The dynamic height is computed by dividing the NAVD 88
 CQ2239.geopotential number by the normal gravity value computed on the
 CQ2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2239.degrees latitude (g = 980.6199 gals.).
 CQ2239
 CQ2239.The modeled gravity was interpolated from observed gravity values.
 CQ2239
 CQ2239;                    North         East    Units  Estimated Accuracy
 CQ2239;SPC LA N     -   263,540.    1,018,380.      MT  (+/- 180 meters Scaled)
 CQ2239
 CQ2239                          SUPERSEDED SURVEY CONTROL
 CQ2239
 CQ2239  NGVD 29 (??/??/??)   32.714  (m)          107.33   (f) ADJUSTED    2 1
 CQ2239
 CQ2239.Superseded values are not recommended for survey control.
 CQ2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2239.See file dsdata.txt to determine how the superseded data were derived.
 CQ2239
 CQ2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS651378(NAD 83)
 CQ2239_MARKER: DD = SURVEY DISK
 CQ2239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2239_SP_SET: BRIDGE
 CQ2239_STAMPING: 56V222 1974
 CQ2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2239
 CQ2239  HISTORY     - Date     Condition        Report By
 CQ2239  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2239  HISTORY     - 1976     GOOD             LADTD
 CQ2239
 CQ2239                          STATION DESCRIPTION
 CQ2239
 CQ2239'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2239'14.4 MI N FROM FARMERVILLE.
 CQ2239'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2239'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2239'HIGHWAY 549 FOR 5.4 MILES TO INTERSECTION WITH LOUISIANA HIGHWAY 348,
 CQ2239'THENCE EAST ALONG LOUISIANA HIGHWAY 348 A DISTANCE OF 5.9 MILES AND
 CQ2239'THE MARK ON THE RIGHT, IT IS 72 FEET WEST OF THE P.I. IN THE FENCE ON
 CQ2239'THE SOUTH RIGHT OF WAY LINE OF LOUISIANA HIGHWAY 348, 161 FEET
 CQ2239'SOUTHWEST OF POWER POLE NUMBER 62, 65 FEET SOUTHWEST OF THE EAST END
 CQ2239'OF BRIDGE GUARD RAIL, 15 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CQ2239'LOUISIANA HIGHWAY 348.  IT IS SET IN THE SOUTHEAST CORNER OF A
 CQ2239'CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2240 ***********************************************************************
 CQ2240  DESIGNATION -  56 V 223 LADTD
 CQ2240  PID         -  CQ2240
 CQ2240  STATE/COUNTY-  LA/UNION
 CQ2240  USGS QUAD   -  MARION WEST (1988)
 CQ2240
 CQ2240                         *CURRENT SURVEY CONTROL
 CQ2240  ___________________________________________________________________
 CQ2240* NAD 83(1986)-  32 52 42.     (N)    092 17 37.     (W)     SCALED    
 CQ2240* NAVD 88     -        59.086  (meters)     193.85   (feet)  ADJUSTED  
 CQ2240  ___________________________________________________________________
 CQ2240  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2240  DYNAMIC HT  -          59.021 (meters)     193.64  (feet)  COMP
 CQ2240  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 CQ2240
 CQ2240  VERT ORDER  -  SECOND    CLASS I
 CQ2240
 CQ2240.The horizontal coordinates were scaled from a topographic map and have
 CQ2240.an estimated accuracy of +/- 6 seconds.
 CQ2240
 CQ2240.The orthometric height was determined by differential leveling
 CQ2240.and adjusted by the National Geodetic Survey in June 1991..
 CQ2240
 CQ2240.The geoid height was determined by GEOID03.
 CQ2240
 CQ2240.The dynamic height is computed by dividing the NAVD 88
 CQ2240.geopotential number by the normal gravity value computed on the
 CQ2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2240.degrees latitude (g = 980.6199 gals.).
 CQ2240
 CQ2240.The modeled gravity was interpolated from observed gravity values.
 CQ2240
 CQ2240;                    North         East    Units  Estimated Accuracy
 CQ2240;SPC LA N     -   263,730.    1,019,320.      MT  (+/- 180 meters Scaled)
 CQ2240
 CQ2240                          SUPERSEDED SURVEY CONTROL
 CQ2240
 CQ2240  NGVD 29 (??/??/??)   59.169  (m)          194.12   (f) ADJUSTED    2 1
 CQ2240
 CQ2240.Superseded values are not recommended for survey control.
 CQ2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2240.See file dsdata.txt to determine how the superseded data were derived.
 CQ2240
 CQ2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS660380(NAD 83)
 CQ2240_MARKER: DD = SURVEY DISK
 CQ2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2240_STAMPING: 56V223 1974
 CQ2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2240+STABILITY: SURFACE MOTION
 CQ2240
 CQ2240  HISTORY     - Date     Condition        Report By
 CQ2240  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2240  HISTORY     - 1976     GOOD             LADTD
 CQ2240
 CQ2240                          STATION DESCRIPTION
 CQ2240
 CQ2240'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2240'15.1 MI N FROM FARMERVILLE.
 CQ2240'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2240'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2240'HIGHWAY 549 FOR 5.4 MILES TO INTERSECTION WITH LOUISIANA HIGHWAY 348,
 CQ2240'THENCE EAST ALONG LOUISIANA HIGHWAY 348 A DISTANCE OF 6.6 MILES AND
 CQ2240'THE MARK ON THE LEFT, IT IS 180 FEET NORTHEAST OF THE CENTERLINE OF
 CQ2240'LOUISIANA HIGHWAY 348, 1.5 FEET NORTHWEST OF A CYCLONE FENCE CORNER
 CQ2240'AROUND CEMETARY, 140 FEET NORTH OF A CYCLONE FENCE CORNER, 200 FEET
 CQ2240'NORTHWEST OF THE NORTHWEST CORNER OF THE FAIRVIEW CHURCH OF CHRIST. IT
 CQ2240'IS 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH
 CQ2240'ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1228 ***********************************************************************
 CQ1228  DESIGNATION -  56 V 224 LADH
 CQ1228  PID         -  CQ1228
 CQ1228  STATE/COUNTY-  LA/UNION
 CQ1228  USGS QUAD   -  BERNICE (1985)
 CQ1228
 CQ1228                         *CURRENT SURVEY CONTROL
 CQ1228  ___________________________________________________________________
 CQ1228* NAD 83(1986)-  32 48 49.     (N)    092 43 47.     (W)     SCALED    
 CQ1228* NAVD 88     -        67.443  (meters)     221.27   (feet)  ADJUSTED  
 CQ1228  ___________________________________________________________________
 CQ1228  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1228  DYNAMIC HT  -          67.369 (meters)     221.03  (feet)  COMP
 CQ1228  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CQ1228
 CQ1228  VERT ORDER  -  SECOND    CLASS 0
 CQ1228
 CQ1228.The horizontal coordinates were scaled from a topographic map and have
 CQ1228.an estimated accuracy of +/- 6 seconds.
 CQ1228
 CQ1228.The orthometric height was determined by differential leveling
 CQ1228.and adjusted by the National Geodetic Survey in June 1991..
 CQ1228
 CQ1228.The geoid height was determined by GEOID03.
 CQ1228
 CQ1228.The dynamic height is computed by dividing the NAVD 88
 CQ1228.geopotential number by the normal gravity value computed on the
 CQ1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1228.degrees latitude (g = 980.6199 gals.).
 CQ1228
 CQ1228.The modeled gravity was interpolated from observed gravity values.
 CQ1228
 CQ1228;                    North         East    Units  Estimated Accuracy
 CQ1228;SPC LA N     -   256,560.      978,490.      MT  (+/- 180 meters Scaled)
 CQ1228
 CQ1228                          SUPERSEDED SURVEY CONTROL
 CQ1228
 CQ1228  NGVD 29 (??/??/??)   67.537  (m)          221.58   (f) ADJUSTED    2 0
 CQ1228
 CQ1228.Superseded values are not recommended for survey control.
 CQ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1228.See file dsdata.txt to determine how the superseded data were derived.
 CQ1228
 CQ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS253306(NAD 83)
 CQ1228_MARKER: DD = SURVEY DISK
 CQ1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1228_STAMPING: 56V224 1969
 CQ1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1228+STABILITY: SURFACE MOTION
 CQ1228
 CQ1228  HISTORY     - Date     Condition        Report By
 CQ1228  HISTORY     - 1969     MONUMENTED       LADH
 CQ1228
 CQ1228                          STATION DESCRIPTION
 CQ1228
 CQ1228'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1228'4.2 MI W FROM BERNICE.
 CQ1228'ABOUT 4.2 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1228'LOUISIANA HIGHWAY 2 AND U.S. 167 AT BERNICE.  IT IS 0.2 MILES EAST OF
 CQ1228'UNION PARISH LINE, 161 FEET NORTH OF LOUISIANA HIGHWAY 2, 83 FEET
 CQ1228'NORTHEAST OF DUG WELL, 26 FEET NORTHEAST OF 42 INCH TWIN PECAN TREE.
 CQ1228'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CQ1228'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK. SECTION
 CQ1228'13, T 21N, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1229 ***********************************************************************
 CQ1229  DESIGNATION -  56 V 225 LADH
 CQ1229  PID         -  CQ1229
 CQ1229  STATE/COUNTY-  LA/UNION
 CQ1229  USGS QUAD   -  BERNICE (1985)
 CQ1229
 CQ1229                         *CURRENT SURVEY CONTROL
 CQ1229  ___________________________________________________________________
 CQ1229* NAD 83(1986)-  32 48 39.     (N)    092 42 44.     (W)     SCALED    
 CQ1229* NAVD 88     -        60.124  (meters)     197.26   (feet)  ADJUSTED  
 CQ1229  ___________________________________________________________________
 CQ1229  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1229  DYNAMIC HT  -          60.058 (meters)     197.04  (feet)  COMP
 CQ1229  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CQ1229
 CQ1229  VERT ORDER  -  SECOND    CLASS 0
 CQ1229
 CQ1229.The horizontal coordinates were scaled from a topographic map and have
 CQ1229.an estimated accuracy of +/- 6 seconds.
 CQ1229
 CQ1229.The orthometric height was determined by differential leveling
 CQ1229.and adjusted by the National Geodetic Survey in June 1991..
 CQ1229
 CQ1229.The geoid height was determined by GEOID03.
 CQ1229
 CQ1229.The dynamic height is computed by dividing the NAVD 88
 CQ1229.geopotential number by the normal gravity value computed on the
 CQ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1229.degrees latitude (g = 980.6199 gals.).
 CQ1229
 CQ1229.The modeled gravity was interpolated from observed gravity values.
 CQ1229
 CQ1229;                    North         East    Units  Estimated Accuracy
 CQ1229;SPC LA N     -   256,250.      980,120.      MT  (+/- 180 meters Scaled)
 CQ1229
 CQ1229                          SUPERSEDED SURVEY CONTROL
 CQ1229
 CQ1229  NGVD 29 (??/??/??)   60.221  (m)          197.58   (f) ADJUSTED    2 0
 CQ1229
 CQ1229.Superseded values are not recommended for survey control.
 CQ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1229.See file dsdata.txt to determine how the superseded data were derived.
 CQ1229
 CQ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS269303(NAD 83)
 CQ1229_MARKER: DD = SURVEY DISK
 CQ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1229_STAMPING: 56V225 1969
 CQ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1229+STABILITY: SURFACE MOTION
 CQ1229
 CQ1229  HISTORY     - Date     Condition        Report By
 CQ1229  HISTORY     - 1969     MONUMENTED       LADH
 CQ1229
 CQ1229                          STATION DESCRIPTION
 CQ1229
 CQ1229'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1229'3.1 MI W FROM BERNICE.
 CQ1229'ABOUT 3.1 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1229'LOUISIANA HIGHWAY 2 AND U.S. HIGHWAY 167 AT BERNICE.  IT IS 240 FEET
 CQ1229'SOUTH OF LOUISIANA HIGHWAY 2, 90 FEET NORTHWEST OF 18 INCH SCYCAMORE,
 CQ1229'77 FEET SOUTH OF POWER LINE, 61 FEET NORTHEAST OF 38 INCH PECAN.  SET
 CQ1229'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A
 CQ1229'STEEL WITNESS POST IS SET 2 FEET WEST OF THE MARK.  SECTION 18, T 21N,
 CQ1229'R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1230 ***********************************************************************
 CQ1230  DESIGNATION -  56 V 226 LADH
 CQ1230  PID         -  CQ1230
 CQ1230  STATE/COUNTY-  LA/UNION
 CQ1230  USGS QUAD   -  BERNICE (1985)
 CQ1230
 CQ1230                         *CURRENT SURVEY CONTROL
 CQ1230  ___________________________________________________________________
 CQ1230* NAD 83(1986)-  32 48 55.     (N)    092 41 34.     (W)     SCALED    
 CQ1230* NAVD 88     -        67.386  (meters)     221.08   (feet)  ADJUSTED  
 CQ1230  ___________________________________________________________________
 CQ1230  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1230  DYNAMIC HT  -          67.312 (meters)     220.84  (feet)  COMP
 CQ1230  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CQ1230
 CQ1230  VERT ORDER  -  SECOND    CLASS 0
 CQ1230
 CQ1230.The horizontal coordinates were scaled from a topographic map and have
 CQ1230.an estimated accuracy of +/- 6 seconds.
 CQ1230
 CQ1230.The orthometric height was determined by differential leveling
 CQ1230.and adjusted by the National Geodetic Survey in June 1991..
 CQ1230
 CQ1230.The geoid height was determined by GEOID03.
 CQ1230
 CQ1230.The dynamic height is computed by dividing the NAVD 88
 CQ1230.geopotential number by the normal gravity value computed on the
 CQ1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1230.degrees latitude (g = 980.6199 gals.).
 CQ1230
 CQ1230.The modeled gravity was interpolated from observed gravity values.
 CQ1230
 CQ1230;                    North         East    Units  Estimated Accuracy
 CQ1230;SPC LA N     -   256,730.      981,950.      MT  (+/- 180 meters Scaled)
 CQ1230
 CQ1230                          SUPERSEDED SURVEY CONTROL
 CQ1230
 CQ1230  NGVD 29 (??/??/??)   67.484  (m)          221.40   (f) ADJUSTED    2 0
 CQ1230
 CQ1230.Superseded values are not recommended for survey control.
 CQ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1230.See file dsdata.txt to determine how the superseded data were derived.
 CQ1230
 CQ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS287308(NAD 83)
 CQ1230_MARKER: DD = SURVEY DISK
 CQ1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1230_STAMPING: 56V226 1969
 CQ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1230+STABILITY: SURFACE MOTION
 CQ1230
 CQ1230  HISTORY     - Date     Condition        Report By
 CQ1230  HISTORY     - 1969     MONUMENTED       LADH
 CQ1230
 CQ1230                          STATION DESCRIPTION
 CQ1230
 CQ1230'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1230'2.0 MI W FROM BERNICE.
 CQ1230'ABOUT 2.0 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1230'LOUISIANA HIGHWAY 2 AND U.S. HIGHWAY 167 AT BERNICE.  IT IS 162 FEET
 CQ1230'NORTH OF LOUISIANA HIGHWAY 2, 101 FEET EAST OF NORTHEAST CORNER OF
 CQ1230'RESIDENCE, 36 FEET NORTHEAST OF 30 INCH PECAN TREE, 4 FEET SOUTHEAST
 CQ1230'OF 10 INCH TWIN WALNUT TREE.  SET IN THE TOP OF A CONCRETE POST
 CQ1230'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5
 CQ1230'FEET SOUTH OF THE MARK.  SECTION 17, T 21N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1231 ***********************************************************************
 CQ1231  DESIGNATION -  56 V 227 LADH
 CQ1231  PID         -  CQ1231
 CQ1231  STATE/COUNTY-  LA/UNION
 CQ1231  USGS QUAD   -  BERNICE (1985)
 CQ1231
 CQ1231                         *CURRENT SURVEY CONTROL
 CQ1231  ___________________________________________________________________
 CQ1231* NAD 83(1986)-  32 48 56.     (N)    092 40 34.     (W)     SCALED    
 CQ1231* NAVD 88     -        49.157  (meters)     161.28   (feet)  ADJUSTED  
 CQ1231  ___________________________________________________________________
 CQ1231  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1231  DYNAMIC HT  -          49.103 (meters)     161.10  (feet)  COMP
 CQ1231  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 CQ1231
 CQ1231  VERT ORDER  -  SECOND    CLASS 0
 CQ1231
 CQ1231.The horizontal coordinates were scaled from a topographic map and have
 CQ1231.an estimated accuracy of +/- 6 seconds.
 CQ1231
 CQ1231.The orthometric height was determined by differential leveling
 CQ1231.and adjusted by the National Geodetic Survey in June 1991..
 CQ1231
 CQ1231.The geoid height was determined by GEOID03.
 CQ1231
 CQ1231.The dynamic height is computed by dividing the NAVD 88
 CQ1231.geopotential number by the normal gravity value computed on the
 CQ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1231.degrees latitude (g = 980.6199 gals.).
 CQ1231
 CQ1231.The modeled gravity was interpolated from observed gravity values.
 CQ1231
 CQ1231;                    North         East    Units  Estimated Accuracy
 CQ1231;SPC LA N     -   256,760.      983,510.      MT  (+/- 180 meters Scaled)
 CQ1231
 CQ1231                          SUPERSEDED SURVEY CONTROL
 CQ1231
 CQ1231  NGVD 29 (??/??/??)   49.258  (m)          161.61   (f) ADJUSTED    2 0
 CQ1231
 CQ1231.Superseded values are not recommended for survey control.
 CQ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1231.See file dsdata.txt to determine how the superseded data were derived.
 CQ1231
 CQ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS303308(NAD 83)
 CQ1231_MARKER: DD = SURVEY DISK
 CQ1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1231_STAMPING: 56V227 1969
 CQ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1231+STABILITY: SURFACE MOTION
 CQ1231
 CQ1231  HISTORY     - Date     Condition        Report By
 CQ1231  HISTORY     - 1969     MONUMENTED       LADH
 CQ1231
 CQ1231                          STATION DESCRIPTION
 CQ1231
 CQ1231'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1231'1.0 MI W FROM BERNICE.
 CQ1231'ABOUT 1.0 MILE WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1231'LOUISIANA HIGHWAY 2 AND U.S. HIGHWAY 167 AT BERNICE.  IT IS 588 FEET
 CQ1231'EAST OF BRIDGE ON LOUISIANA HIGHWAY 2, 164 FEET NORTH OF LOUISIANA
 CQ1231'HIGHWAY 2, 123 FEET NORTH OF POWER LINE, 116 FEET NORTHWEST OF
 CQ1231'NORTHWEST CORNER OF CINDER BLOCK BUILDING.  SET IN THE TOP OF A
 CQ1231'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CQ1231'POST IS SET 1.5 FEET SOUTH OF THE MARK.  SECTION 16, T 21N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1232 ***********************************************************************
 CQ1232  DESIGNATION -  56 V 228 LADH
 CQ1232  PID         -  CQ1232
 CQ1232  STATE/COUNTY-  LA/UNION
 CQ1232  USGS QUAD   -  BERNICE (1985)
 CQ1232
 CQ1232                         *CURRENT SURVEY CONTROL
 CQ1232  ___________________________________________________________________
 CQ1232* NAD 83(1986)-  32 48 58.     (N)    092 39 33.     (W)     SCALED    
 CQ1232* NAVD 88     -        69.330  (meters)     227.46   (feet)  ADJUSTED  
 CQ1232  ___________________________________________________________________
 CQ1232  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1232  DYNAMIC HT  -          69.254 (meters)     227.21  (feet)  COMP
 CQ1232  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 CQ1232
 CQ1232  VERT ORDER  -  SECOND    CLASS 0
 CQ1232
 CQ1232.The horizontal coordinates were scaled from a topographic map and have
 CQ1232.an estimated accuracy of +/- 6 seconds.
 CQ1232
 CQ1232.The orthometric height was determined by differential leveling
 CQ1232.and adjusted by the National Geodetic Survey in June 1991..
 CQ1232
 CQ1232.The geoid height was determined by GEOID03.
 CQ1232
 CQ1232.The dynamic height is computed by dividing the NAVD 88
 CQ1232.geopotential number by the normal gravity value computed on the
 CQ1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1232.degrees latitude (g = 980.6199 gals.).
 CQ1232
 CQ1232.The modeled gravity was interpolated from observed gravity values.
 CQ1232
 CQ1232;                    North         East    Units  Estimated Accuracy
 CQ1232;SPC LA N     -   256,820.      985,090.      MT  (+/- 180 meters Scaled)
 CQ1232
 CQ1232                          SUPERSEDED SURVEY CONTROL
 CQ1232
 CQ1232  NGVD 29 (??/??/??)   69.432  (m)          227.79   (f) ADJUSTED    2 0
 CQ1232
 CQ1232.Superseded values are not recommended for survey control.
 CQ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1232.See file dsdata.txt to determine how the superseded data were derived.
 CQ1232
 CQ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS319309(NAD 83)
 CQ1232_MARKER: DD = SURVEY DISK
 CQ1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1232_STAMPING: 56V228 1969
 CQ1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1232+STABILITY: SURFACE MOTION
 CQ1232
 CQ1232  HISTORY     - Date     Condition        Report By
 CQ1232  HISTORY     - 1969     MONUMENTED       LADH
 CQ1232
 CQ1232                          STATION DESCRIPTION
 CQ1232
 CQ1232'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1232'IN BERNICE.
 CQ1232'ABOUT 0.1 MILE WEST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF
 CQ1232'LOUISIANA HIGHWAY 2 AND U.S. HIGHWAY 167 AT BERNICE.  IT IS 390 FEET
 CQ1232'SOUTH OF SOUTHEAST CORNER OF A BRICK CHURCH BUILDING, 284 FEET SOUTH
 CQ1232'OF LOUISIANA HIGHWAY 2, 239 FEET EAST OF PLUM STREET, 22 FEET SOUTH OF
 CQ1232'NORTHEAST CORNER OF BERNICE SCHOOL GYMNASIUM AND 1 FOOT FROM WALL. SET
 CQ1232'IN THE TOP OF A CONCRETE POST PROJECTING FLUSH WITH THE GROUND. A
 CQ1232'STEEL WITNESS POST IS SET 2 FEET NORTH OF THE MARK.  SECTION 15, T
 CQ1232'21N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0261 ***********************************************************************
 CQ0261  DESIGNATION -  56 V 23 LADH
 CQ0261  PID         -  CQ0261
 CQ0261  STATE/COUNTY-  LA/UNION
 CQ0261  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0261
 CQ0261                         *CURRENT SURVEY CONTROL
 CQ0261  ___________________________________________________________________
 CQ0261* NAD 83(1986)-  32 40 41.     (N)    092 13 45.     (W)     SCALED    
 CQ0261* NAVD 88     -        27.331  (meters)      89.67   (feet)  ADJUSTED  
 CQ0261  ___________________________________________________________________
 CQ0261  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0261  DYNAMIC HT  -          27.300 (meters)      89.57  (feet)  COMP
 CQ0261  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CQ0261
 CQ0261  VERT ORDER  -  SECOND    CLASS 0
 CQ0261
 CQ0261.The horizontal coordinates were scaled from a topographic map and have
 CQ0261.an estimated accuracy of +/- 6 seconds.
 CQ0261
 CQ0261.The orthometric height was determined by differential leveling
 CQ0261.and adjusted by the National Geodetic Survey in June 1991..
 CQ0261
 CQ0261.The geoid height was determined by GEOID03.
 CQ0261
 CQ0261.The dynamic height is computed by dividing the NAVD 88
 CQ0261.geopotential number by the normal gravity value computed on the
 CQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0261.degrees latitude (g = 980.6199 gals.).
 CQ0261
 CQ0261.The modeled gravity was interpolated from observed gravity values.
 CQ0261
 CQ0261;                    North         East    Units  Estimated Accuracy
 CQ0261;SPC LA N     -   241,530.    1,025,400.      MT  (+/- 180 meters Scaled)
 CQ0261
 CQ0261                          SUPERSEDED SURVEY CONTROL
 CQ0261
 CQ0261  NGVD 29 (??/??/??)   27.410  (m)           89.93   (f) ADJUSTED    2 0
 CQ0261
 CQ0261.Superseded values are not recommended for survey control.
 CQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0261.See file dsdata.txt to determine how the superseded data were derived.
 CQ0261
 CQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS722158(NAD 83)
 CQ0261_MARKER: DE = TRAVERSE STATION DISK
 CQ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0261_STAMPING: 56V23 1968
 CQ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0261+STABILITY: SURFACE MOTION
 CQ0261
 CQ0261  HISTORY     - Date     Condition        Report By
 CQ0261  HISTORY     - 1968     MONUMENTED       LADH
 CQ0261  HISTORY     - 1968     GOOD             LADH
 CQ0261  HISTORY     - 19970218 GOOD             USPSQD
 CQ0261
 CQ0261                          STATION DESCRIPTION
 CQ0261
 CQ0261'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0261'15.9 MI SE FROM FARMERVILLE.
 CQ0261'LOCATED 11.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0261'COURTHOUSE IN FARMERVILLE, THENCE SOUTH ALONG STATE HIGHWAY 143 FOR
 CQ0261'3.0 MILES TO THE ROCKY BRANCH SCHOOL, THENCE WEST ON THE ROCKY
 CQ0261'BRANCH-POINT ROAD FOR 1.7 MILES TO THE MARK ON THE LEFT.  IT IS 1250
 CQ0261'FEET EAST OF THE EAST END OF BAYOU D ARBONNE BRIDGE, 106 FEET SOUTH OF
 CQ0261'THE CENTERLINE OF THE ROAD AT A 18-INCH UNITED GAS PIPELINE CROSSING
 CQ0261'ON MRS. DOYLE SMITHS PROPERTY, 92 FEET SOUTH OF THE UNITED GAS
 CQ0261'CONCRETE PIPELINE MARKER, AND 1 1/2 FEET SOUTHEAST OF A STEEL WITNESS
 CQ0261'POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V23 1968, SET
 CQ0261'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  NOTE-- THE DISK IS
 CQ0261'LOCATED 1.75 MILES EAST OF BM 56V22.
 CQ0261
 CQ0261                          STATION RECOVERY (1997)
 CQ0261
 CQ0261'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0262 ***********************************************************************
 CQ0262  DESIGNATION -  56 V 24 LADH
 CQ0262  PID         -  CQ0262
 CQ0262  STATE/COUNTY-  LA/UNION
 CQ0262  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0262
 CQ0262                         *CURRENT SURVEY CONTROL
 CQ0262  ___________________________________________________________________
 CQ0262* NAD 83(1986)-  32 40 37.     (N)    092 12 48.     (W)     SCALED    
 CQ0262* NAVD 88     -        44.685  (meters)     146.60   (feet)  ADJUSTED  
 CQ0262  ___________________________________________________________________
 CQ0262  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0262  DYNAMIC HT  -          44.636 (meters)     146.44  (feet)  COMP
 CQ0262  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 CQ0262
 CQ0262  VERT ORDER  -  SECOND    CLASS 0
 CQ0262
 CQ0262.The horizontal coordinates were scaled from a topographic map and have
 CQ0262.an estimated accuracy of +/- 6 seconds.
 CQ0262
 CQ0262.The orthometric height was determined by differential leveling
 CQ0262.and adjusted by the National Geodetic Survey in June 1991..
 CQ0262
 CQ0262.The geoid height was determined by GEOID03.
 CQ0262
 CQ0262.The dynamic height is computed by dividing the NAVD 88
 CQ0262.geopotential number by the normal gravity value computed on the
 CQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0262.degrees latitude (g = 980.6199 gals.).
 CQ0262
 CQ0262.The modeled gravity was interpolated from observed gravity values.
 CQ0262
 CQ0262;                    North         East    Units  Estimated Accuracy
 CQ0262;SPC LA N     -   241,410.    1,026,890.      MT  (+/- 180 meters Scaled)
 CQ0262
 CQ0262                          SUPERSEDED SURVEY CONTROL
 CQ0262
 CQ0262  NGVD 29 (??/??/??)   44.765  (m)          146.87   (f) ADJUSTED    2 0
 CQ0262
 CQ0262.Superseded values are not recommended for survey control.
 CQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0262.See file dsdata.txt to determine how the superseded data were derived.
 CQ0262
 CQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS737157(NAD 83)
 CQ0262_MARKER: DE = TRAVERSE STATION DISK
 CQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0262_STAMPING: 56V24 1968
 CQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0262+STABILITY: SURFACE MOTION
 CQ0262
 CQ0262  HISTORY     - Date     Condition        Report By
 CQ0262  HISTORY     - 1968     MONUMENTED       LADH
 CQ0262  HISTORY     - 1968     GOOD             LADH
 CQ0262  HISTORY     - 19970218 GOOD             USPSQD
 CQ0262
 CQ0262                          STATION DESCRIPTION
 CQ0262
 CQ0262'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0262'15.0 MI SE FROM FARMERVILLE.
 CQ0262'LOCATED 11.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0262'COURTHOUSE IN FARMERVILLE, THENCE SOUTH ALONG STATE HIGHWAY 143 FOR
 CQ0262'3.0 MILES TO THE ROCKY BRANCH SCHOOL, THENCE WEST ALONG THE ROCKY
 CQ0262'BRANCH-POINT ROAD FOR 0.8 MILES TO THE MARK ON THE RIGHT.  IT IS 101
 CQ0262'FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A YARD FENCE,
 CQ0262'75 FEET WEST OF THE SOUTHWEST CORNER OF R.I. GANEYS HOUSE, AND 1 1/2
 CQ0262'FEET NORTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE
 CQ0262'DISK STAMPED 56V24 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0262'4-INCHES.
 CQ0262
 CQ0262                          STATION RECOVERY (1997)
 CQ0262
 CQ0262'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0263 ***********************************************************************
 CQ0263  DESIGNATION -  56 V 25 LADH
 CQ0263  PID         -  CQ0263
 CQ0263  STATE/COUNTY-  LA/UNION
 CQ0263  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0263
 CQ0263                         *CURRENT SURVEY CONTROL
 CQ0263  ___________________________________________________________________
 CQ0263* NAD 83(1986)-  32 40 47.     (N)    092 12 08.     (W)     SCALED    
 CQ0263* NAVD 88     -        50.502  (meters)     165.69   (feet)  ADJUSTED  
 CQ0263  ___________________________________________________________________
 CQ0263  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0263  DYNAMIC HT  -          50.446 (meters)     165.50  (feet)  COMP
 CQ0263  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 CQ0263
 CQ0263  VERT ORDER  -  SECOND    CLASS 0
 CQ0263
 CQ0263.The horizontal coordinates were scaled from a topographic map and have
 CQ0263.an estimated accuracy of +/- 6 seconds.
 CQ0263
 CQ0263.The orthometric height was determined by differential leveling
 CQ0263.and adjusted by the National Geodetic Survey in June 1991..
 CQ0263
 CQ0263.The geoid height was determined by GEOID03.
 CQ0263
 CQ0263.The dynamic height is computed by dividing the NAVD 88
 CQ0263.geopotential number by the normal gravity value computed on the
 CQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0263.degrees latitude (g = 980.6199 gals.).
 CQ0263
 CQ0263.The modeled gravity was interpolated from observed gravity values.
 CQ0263
 CQ0263;                    North         East    Units  Estimated Accuracy
 CQ0263;SPC LA N     -   241,720.    1,027,930.      MT  (+/- 180 meters Scaled)
 CQ0263
 CQ0263                          SUPERSEDED SURVEY CONTROL
 CQ0263
 CQ0263  NGVD 29 (??/??/??)   50.581  (m)          165.95   (f) ADJUSTED    2 0
 CQ0263
 CQ0263.Superseded values are not recommended for survey control.
 CQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0263.See file dsdata.txt to determine how the superseded data were derived.
 CQ0263
 CQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS747160(NAD 83)
 CQ0263_MARKER: DE = TRAVERSE STATION DISK
 CQ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0263_STAMPING: 56V25 1968
 CQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0263+STABILITY: SURFACE MOTION
 CQ0263
 CQ0263  HISTORY     - Date     Condition        Report By
 CQ0263  HISTORY     - 1968     MONUMENTED       LADH
 CQ0263  HISTORY     - 1968     GOOD             LADH
 CQ0263  HISTORY     - 19970211 GOOD             USPSQD
 CQ0263
 CQ0263                          STATION DESCRIPTION
 CQ0263
 CQ0263'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0263'14.2 MI SE FROM FARMERVILLE.
 CQ0263'LOCATED 11.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0263'COURTHOUSE IN FARMERVILLE, THENCE SOUTH ALONG STATE HIGHWAY 143 FOR
 CQ0263'3.0 MILES TO THE MARK ON THE RIGHT.  IT IS 82 FEET WEST OF THE
 CQ0263'CENTERLINE OF THE HIGHWAY, 97 FEET NORTHEAST OF THE NORTHEAST CORNER
 CQ0263'OF THE ROCKY BRANCH SCHOOLHOUSE, 1 FOOT SOUTH OF A CEMETERY FENCE, 12
 CQ0263'FEET SOUTHEAST OF THE CENTER OF W. M. AND J. F. PACES CEMETERY
 CQ0263'HEADSTONE, AND 1 1/2 FEET NORTHWEST OF A STEEL WITNESS POST.  IT IS A
 CQ0263'LDH AND C AND GS TRAVERSE DISK STAMPED 56V25 1968, SET IN THE TOP OF A
 CQ0263'CONCRETE POST PROJECTING 4-INCHES.
 CQ0263
 CQ0263                          STATION RECOVERY (1997)
 CQ0263
 CQ0263'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0264 ***********************************************************************
 CQ0264  DESIGNATION -  56 V 26 LADH
 CQ0264  PID         -  CQ0264
 CQ0264  STATE/COUNTY-  LA/UNION
 CQ0264  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0264
 CQ0264                         *CURRENT SURVEY CONTROL
 CQ0264  ___________________________________________________________________
 CQ0264* NAD 83(1986)-  32 41 35.     (N)    092 12 26.     (W)     SCALED    
 CQ0264* NAVD 88     -        49.994  (meters)     164.02   (feet)  ADJUSTED  
 CQ0264  ___________________________________________________________________
 CQ0264  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0264  DYNAMIC HT  -          49.939 (meters)     163.84  (feet)  COMP
 CQ0264  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CQ0264
 CQ0264  VERT ORDER  -  SECOND    CLASS 0
 CQ0264
 CQ0264.The horizontal coordinates were scaled from a topographic map and have
 CQ0264.an estimated accuracy of +/- 6 seconds.
 CQ0264
 CQ0264.The orthometric height was determined by differential leveling
 CQ0264.and adjusted by the National Geodetic Survey in June 1991..
 CQ0264
 CQ0264.The geoid height was determined by GEOID03.
 CQ0264
 CQ0264.The dynamic height is computed by dividing the NAVD 88
 CQ0264.geopotential number by the normal gravity value computed on the
 CQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0264.degrees latitude (g = 980.6199 gals.).
 CQ0264
 CQ0264.The modeled gravity was interpolated from observed gravity values.
 CQ0264
 CQ0264;                    North         East    Units  Estimated Accuracy
 CQ0264;SPC LA N     -   243,200.    1,027,460.      MT  (+/- 180 meters Scaled)
 CQ0264
 CQ0264                          SUPERSEDED SURVEY CONTROL
 CQ0264
 CQ0264  NGVD 29 (??/??/??)   50.074  (m)          164.28   (f) ADJUSTED    2 0
 CQ0264
 CQ0264.Superseded values are not recommended for survey control.
 CQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0264.See file dsdata.txt to determine how the superseded data were derived.
 CQ0264
 CQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS743175(NAD 83)
 CQ0264_MARKER: DE = TRAVERSE STATION DISK
 CQ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0264_STAMPING: 56V26 1968
 CQ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0264+STABILITY: SURFACE MOTION
 CQ0264
 CQ0264  HISTORY     - Date     Condition        Report By
 CQ0264  HISTORY     - 1968     MONUMENTED       LADH
 CQ0264  HISTORY     - 1968     GOOD             LADH
 CQ0264  HISTORY     - 19970218 GOOD             USPSQD
 CQ0264
 CQ0264                          STATION DESCRIPTION
 CQ0264
 CQ0264'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0264'13.3 MI SE FROM FARMERVILLE.
 CQ0264'LOCATED 11.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0264'COURTHOUSE IN FARMERVILLE, THENCE SOUTH ALONG STATE HIGHWAY 143 FOR
 CQ0264'2.1 MILES TO THE MARK ON THE LEFT.  IT IS 104 FEET EAST OF THE
 CQ0264'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A PASTURE FENCE, 65 FEET
 CQ0264'SOUTHWEST OF THE SOUTHEAST CORNER OF THE EARL NOLANS HOUSE, AND 2 FEET
 CQ0264'EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK
 CQ0264'STAMPED 56V26 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0264'4-INCHES.
 CQ0264
 CQ0264                          STATION RECOVERY (1997)
 CQ0264
 CQ0264'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0265 ***********************************************************************
 CQ0265  DESIGNATION -  56 V 27 LADH
 CQ0265  PID         -  CQ0265
 CQ0265  STATE/COUNTY-  LA/UNION
 CQ0265  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0265
 CQ0265                         *CURRENT SURVEY CONTROL
 CQ0265  ___________________________________________________________________
 CQ0265* NAD 83(1986)-  32 42 28.     (N)    092 12 54.     (W)     SCALED    
 CQ0265* NAVD 88     -        49.838  (meters)     163.51   (feet)  ADJUSTED  
 CQ0265  ___________________________________________________________________
 CQ0265  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0265  DYNAMIC HT  -          49.783 (meters)     163.33  (feet)  COMP
 CQ0265  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CQ0265
 CQ0265  VERT ORDER  -  SECOND    CLASS 0
 CQ0265
 CQ0265.The horizontal coordinates were scaled from a topographic map and have
 CQ0265.an estimated accuracy of +/- 6 seconds.
 CQ0265
 CQ0265.The orthometric height was determined by differential leveling
 CQ0265.and adjusted by the National Geodetic Survey in June 1991..
 CQ0265
 CQ0265.The geoid height was determined by GEOID03.
 CQ0265
 CQ0265.The dynamic height is computed by dividing the NAVD 88
 CQ0265.geopotential number by the normal gravity value computed on the
 CQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0265.degrees latitude (g = 980.6199 gals.).
 CQ0265
 CQ0265.The modeled gravity was interpolated from observed gravity values.
 CQ0265
 CQ0265;                    North         East    Units  Estimated Accuracy
 CQ0265;SPC LA N     -   244,830.    1,026,720.      MT  (+/- 180 meters Scaled)
 CQ0265
 CQ0265                          SUPERSEDED SURVEY CONTROL
 CQ0265
 CQ0265  NGVD 29 (??/??/??)   49.918  (m)          163.77   (f) ADJUSTED    2 0
 CQ0265
 CQ0265.Superseded values are not recommended for survey control.
 CQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0265.See file dsdata.txt to determine how the superseded data were derived.
 CQ0265
 CQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS735191(NAD 83)
 CQ0265_MARKER: DE = TRAVERSE STATION DISK
 CQ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0265_STAMPING: 56V27 1968
 CQ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0265+STABILITY: SURFACE MOTION
 CQ0265
 CQ0265  HISTORY     - Date     Condition        Report By
 CQ0265  HISTORY     - 1968     MONUMENTED       LADH
 CQ0265  HISTORY     - 1968     GOOD             LADH
 CQ0265  HISTORY     - 19970218 GOOD             USPSQD
 CQ0265
 CQ0265                          STATION DESCRIPTION
 CQ0265
 CQ0265'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0265'12.1 MI SE FROM FARMERVILLE.
 CQ0265'LOCATED 11.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0265'COURTHOUSE IN FARMERVILLE, THENCE SOUTH ALONG STATE HIGHWAY 143 FOR
 CQ0265'0.9 MILES TO THE MARK ON THE RIGHT.  IT IS 86 FEET WEST OF THE
 CQ0265'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A GOAT PASTURE FENCE, 50
 CQ0265'FEET SOUTH OF THE SOUTHEASTERN CORNER OF MRS. ANNE HONEYCUTTS HOUSE,
 CQ0265'AND 2 FEET WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS
 CQ0265'TRAVERSE DISK STAMPED 56V27 1968, SET IN THE TOP OF A CONCRETE POST
 CQ0265'PROJECTING 4-INCHES.
 CQ0265
 CQ0265                          STATION RECOVERY (1997)
 CQ0265
 CQ0265'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0266 ***********************************************************************
 CQ0266  DESIGNATION -  56 V 28 LADH
 CQ0266  PID         -  CQ0266
 CQ0266  STATE/COUNTY-  LA/UNION
 CQ0266  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0266
 CQ0266                         *CURRENT SURVEY CONTROL
 CQ0266  ___________________________________________________________________
 CQ0266* NAD 83(1986)-  32 43 18.     (N)    092 13 15.     (W)     SCALED    
 CQ0266* NAVD 88     -        50.539  (meters)     165.81   (feet)  ADJUSTED  
 CQ0266  ___________________________________________________________________
 CQ0266  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0266  DYNAMIC HT  -          50.483 (meters)     165.63  (feet)  COMP
 CQ0266  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CQ0266
 CQ0266  VERT ORDER  -  SECOND    CLASS 0
 CQ0266
 CQ0266.The horizontal coordinates were scaled from a topographic map and have
 CQ0266.an estimated accuracy of +/- 6 seconds.
 CQ0266
 CQ0266.The orthometric height was determined by differential leveling
 CQ0266.and adjusted by the National Geodetic Survey in June 1991..
 CQ0266
 CQ0266.The geoid height was determined by GEOID03.
 CQ0266
 CQ0266.The dynamic height is computed by dividing the NAVD 88
 CQ0266.geopotential number by the normal gravity value computed on the
 CQ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0266.degrees latitude (g = 980.6199 gals.).
 CQ0266
 CQ0266.The modeled gravity was interpolated from observed gravity values.
 CQ0266
 CQ0266;                    North         East    Units  Estimated Accuracy
 CQ0266;SPC LA N     -   246,370.    1,026,170.      MT  (+/- 180 meters Scaled)
 CQ0266
 CQ0266                          SUPERSEDED SURVEY CONTROL
 CQ0266
 CQ0266  NGVD 29 (??/??/??)   50.620  (m)          166.08   (f) ADJUSTED    2 0
 CQ0266
 CQ0266.Superseded values are not recommended for survey control.
 CQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0266.See file dsdata.txt to determine how the superseded data were derived.
 CQ0266
 CQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS730207(NAD 83)
 CQ0266_MARKER: DE = TRAVERSE STATION DISK
 CQ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0266_STAMPING: 56V28 1968
 CQ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0266+STABILITY: SURFACE MOTION
 CQ0266
 CQ0266  HISTORY     - Date     Condition        Report By
 CQ0266  HISTORY     - 1968     MONUMENTED       LADH
 CQ0266  HISTORY     - 1968     GOOD             LADH
 CQ0266  HISTORY     - 1972     GOOD             LADTD
 CQ0266  HISTORY     - 19970218 GOOD             USPSQD
 CQ0266
 CQ0266                          STATION DESCRIPTION
 CQ0266
 CQ0266'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0266'11.2 MI E FROM FARMERVILLE.
 CQ0266'LOCATED 11.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0266'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS AT THE
 CQ0266'ROGERS STORE AT THE INTERSECTION OF STATE HIGHWAY 2 AND STATE HIGHWAY
 CQ0266'143, 108 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 2, 58 FEET
 CQ0266'NORTH OF SOUTHEASTERN CORNER OF E. R. ROGERS PROPERTY, 85 FEET EAST OF
 CQ0266'THE NORTHEAST CORNER OF THE ROGERS STORE, 2 FEET WEST OF THE E. R.
 CQ0266'ROGERS-E. R. PARKS BOUNDRY FENCE, AND 2 FEET NORTH OF A STEEL WITNESS
 CQ0266'POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V28 1968, SET
 CQ0266'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0266
 CQ0266                          STATION RECOVERY (1972)
 CQ0266
 CQ0266'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0266'LOCATED 11.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0266'COURTHOUSE IN FARMERVILLE.  IT IS AT THE ROGERS STORE AT THE
 CQ0266'INTERSECTION OF STATE HIGHWAY 2 AND 143 108 FEET NORTH OF THE CENTER
 CQ0266'LINE OF STATE HIGHWAY 2, 58 FEET NORTH OF THE NORTHEAST CORNER OF THE
 CQ0266'E.R. ROGERS PROPERTY, 85 FEET EAST OF THE NORTHEAST CORNER OF THE
 CQ0266'ROGERS STORE AND 2 FEET NORTH OF A STEEL WITNESS POST.  IT IS AN LDH
 CQ0266'AND USC AND GS TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST
 CQ0266'PROJECTING 4 INCHES.  SEC 15, T 20N, R 2E.
 CQ0266
 CQ0266                          STATION RECOVERY (1997)
 CQ0266
 CQ0266'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0267 ***********************************************************************
 CQ0267  DESIGNATION -  56 V 29 LADH
 CQ0267  PID         -  CQ0267
 CQ0267  STATE/COUNTY-  LA/UNION
 CQ0267  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0267
 CQ0267                         *CURRENT SURVEY CONTROL
 CQ0267  ___________________________________________________________________
 CQ0267* NAD 83(1986)-  32 43 52.     (N)    092 14 15.     (W)     SCALED    
 CQ0267* NAVD 88     -        52.966  (meters)     173.77   (feet)  ADJUSTED  
 CQ0267  ___________________________________________________________________
 CQ0267  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0267  DYNAMIC HT  -          52.908 (meters)     173.58  (feet)  COMP
 CQ0267  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CQ0267
 CQ0267  VERT ORDER  -  SECOND    CLASS 0
 CQ0267
 CQ0267.The horizontal coordinates were scaled from a topographic map and have
 CQ0267.an estimated accuracy of +/- 6 seconds.
 CQ0267
 CQ0267.The orthometric height was determined by differential leveling
 CQ0267.and adjusted by the National Geodetic Survey in June 1991..
 CQ0267
 CQ0267.The geoid height was determined by GEOID03.
 CQ0267
 CQ0267.The dynamic height is computed by dividing the NAVD 88
 CQ0267.geopotential number by the normal gravity value computed on the
 CQ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0267.degrees latitude (g = 980.6199 gals.).
 CQ0267
 CQ0267.The modeled gravity was interpolated from observed gravity values.
 CQ0267
 CQ0267;                    North         East    Units  Estimated Accuracy
 CQ0267;SPC LA N     -   247,410.    1,024,610.      MT  (+/- 180 meters Scaled)
 CQ0267
 CQ0267                          SUPERSEDED SURVEY CONTROL
 CQ0267
 CQ0267  NGVD 29 (??/??/??)   53.046  (m)          174.04   (f) ADJUSTED    2 0
 CQ0267
 CQ0267.Superseded values are not recommended for survey control.
 CQ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0267.See file dsdata.txt to determine how the superseded data were derived.
 CQ0267
 CQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS714217(NAD 83)
 CQ0267_MARKER: DE = TRAVERSE STATION DISK
 CQ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0267_STAMPING: 56V29 1968
 CQ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0267+STABILITY: SURFACE MOTION
 CQ0267
 CQ0267  HISTORY     - Date     Condition        Report By
 CQ0267  HISTORY     - 1968     MONUMENTED       LADH
 CQ0267  HISTORY     - 1968     GOOD             LADH
 CQ0267  HISTORY     - 1972     GOOD             LADTD
 CQ0267
 CQ0267                          STATION DESCRIPTION
 CQ0267
 CQ0267'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0267'10.1 MI E FROM FARMERVILLE.
 CQ0267'LOCATED 10.1 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0267'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 148 FEET
 CQ0267'SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE SOUTHEAST BOUNDRY FENCE
 CQ0267'CORNER OF THE LA. DEPT. OF HIGHWAYS REST AREA, 11 FEET SOUTH OF A
 CQ0267'10-INCH RED OAK TREE, AND 2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS
 CQ0267'A LDH AND C AND GS TRAVERSE DISK STAMPED 56V29 1968, SET IN THE TOP OF
 CQ0267'A CONCRETE POST PROJECTING 4-INCHES.
 CQ0267
 CQ0267                          STATION RECOVERY (1972)
 CQ0267
 CQ0267'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0267'LOCATED 10.1 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0267'COURTHOUSE IN FARMERVILLE.  IT IS 148 FEET SOUTH OF THE CENTERLINE OF
 CQ0267'THE HIGHWAY IN THE SOUTHEAST CORNER OF THE LOUISIANA STATE HIGHWAY
 CQ0267'DEPARTMENT RESET AREA, 11 FEET SOUTH OF A 10-INCH RED OAK TREE, AND 2
 CQ0267'FEET SOUTH OF A STEEL WITNESS POST.  IT IS AN LDH AND USC AND GS
 CQ0267'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CQ0267'NOTE-- SEC 11, T 20N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0268 ***********************************************************************
 CQ0268  DESIGNATION -  56 V 30 LADH
 CQ0268  PID         -  CQ0268
 CQ0268  STATE/COUNTY-  LA/UNION
 CQ0268  USGS QUAD   -  POINT (1994)
 CQ0268
 CQ0268                         *CURRENT SURVEY CONTROL
 CQ0268  ___________________________________________________________________
 CQ0268* NAD 83(1986)-  32 44 30.     (N)    092 15 07.     (W)     SCALED    
 CQ0268* NAVD 88     -        55.923  (meters)     183.47   (feet)  ADJUSTED  
 CQ0268  ___________________________________________________________________
 CQ0268  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0268  DYNAMIC HT  -          55.862 (meters)     183.27  (feet)  COMP
 CQ0268  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 CQ0268
 CQ0268  VERT ORDER  -  SECOND    CLASS 0
 CQ0268
 CQ0268.The horizontal coordinates were scaled from a topographic map and have
 CQ0268.an estimated accuracy of +/- 6 seconds.
 CQ0268
 CQ0268.The orthometric height was determined by differential leveling
 CQ0268.and adjusted by the National Geodetic Survey in June 1991..
 CQ0268
 CQ0268.The geoid height was determined by GEOID03.
 CQ0268
 CQ0268.The dynamic height is computed by dividing the NAVD 88
 CQ0268.geopotential number by the normal gravity value computed on the
 CQ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0268.degrees latitude (g = 980.6199 gals.).
 CQ0268
 CQ0268.The modeled gravity was interpolated from observed gravity values.
 CQ0268
 CQ0268;                    North         East    Units  Estimated Accuracy
 CQ0268;SPC LA N     -   248,580.    1,023,250.      MT  (+/- 180 meters Scaled)
 CQ0268
 CQ0268                          SUPERSEDED SURVEY CONTROL
 CQ0268
 CQ0268  NGVD 29 (??/??/??)   56.005  (m)          183.74   (f) ADJUSTED    2 0
 CQ0268
 CQ0268.Superseded values are not recommended for survey control.
 CQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0268.See file dsdata.txt to determine how the superseded data were derived.
 CQ0268
 CQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS700228(NAD 83)
 CQ0268_MARKER: DE = TRAVERSE STATION DISK
 CQ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0268_STAMPING: 56V30 1968
 CQ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0268+STABILITY: SURFACE MOTION
 CQ0268
 CQ0268  HISTORY     - Date     Condition        Report By
 CQ0268  HISTORY     - 1968     MONUMENTED       LADH
 CQ0268  HISTORY     - 1968     GOOD             LADH
 CQ0268
 CQ0268                          STATION DESCRIPTION
 CQ0268
 CQ0268'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0268'9.1 MI E FROM FARMERVILLE.
 CQ0268'LOCATED 9.1 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0268'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS 98 FEET
 CQ0268'NORTH OF THE CENTERLINE OF THE HIGHWAY, 32 FEET EAST OF THE SOUTHEAST
 CQ0268'CORNER OF ROBERT E. SAVAGES HOUSE, 1 FOOT EAST OF A CHAINLINK FENCE,
 CQ0268'AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND
 CQ0268'GS TRAVERSE DISK STAMPED 56V30 1968, SET IN THE TOP OF A CONCRETE POST
 CQ0268'PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0269 ***********************************************************************
 CQ0269  DESIGNATION -  56 V 31 LADH
 CQ0269  PID         -  CQ0269
 CQ0269  STATE/COUNTY-  LA/UNION
 CQ0269  USGS QUAD   -  POINT (1994)
 CQ0269
 CQ0269                         *CURRENT SURVEY CONTROL
 CQ0269  ___________________________________________________________________
 CQ0269* NAD 83(1986)-  32 44 57.     (N)    092 15 59.     (W)     SCALED    
 CQ0269* NAVD 88     -        53.316  (meters)     174.92   (feet)  ADJUSTED  
 CQ0269  ___________________________________________________________________
 CQ0269  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0269  DYNAMIC HT  -          53.257 (meters)     174.73  (feet)  COMP
 CQ0269  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CQ0269
 CQ0269  VERT ORDER  -  SECOND    CLASS 0
 CQ0269
 CQ0269.The horizontal coordinates were scaled from a topographic map and have
 CQ0269.an estimated accuracy of +/- 6 seconds.
 CQ0269
 CQ0269.The orthometric height was determined by differential leveling
 CQ0269.and adjusted by the National Geodetic Survey in June 1991..
 CQ0269
 CQ0269.The geoid height was determined by GEOID03.
 CQ0269
 CQ0269.The dynamic height is computed by dividing the NAVD 88
 CQ0269.geopotential number by the normal gravity value computed on the
 CQ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0269.degrees latitude (g = 980.6199 gals.).
 CQ0269
 CQ0269.The modeled gravity was interpolated from observed gravity values.
 CQ0269
 CQ0269;                    North         East    Units  Estimated Accuracy
 CQ0269;SPC LA N     -   249,410.    1,021,890.      MT  (+/- 180 meters Scaled)
 CQ0269
 CQ0269                          SUPERSEDED SURVEY CONTROL
 CQ0269
 CQ0269  NGVD 29 (??/??/??)   53.399  (m)          175.19   (f) ADJUSTED    2 0
 CQ0269
 CQ0269.Superseded values are not recommended for survey control.
 CQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0269.See file dsdata.txt to determine how the superseded data were derived.
 CQ0269
 CQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS687237(NAD 83)
 CQ0269_MARKER: DE = TRAVERSE STATION DISK
 CQ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0269_STAMPING: 56V31 1968
 CQ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0269+STABILITY: SURFACE MOTION
 CQ0269
 CQ0269  HISTORY     - Date     Condition        Report By
 CQ0269  HISTORY     - 1968     MONUMENTED       LADH
 CQ0269  HISTORY     - 1968     GOOD             LADH
 CQ0269
 CQ0269                          STATION DESCRIPTION
 CQ0269
 CQ0269'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0269'8.2 MI E FROM FARMERVILLE.
 CQ0269'LOCATED 8.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0269'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS 319 FEET
 CQ0269'NORTH OF THE CENTERLINE OF STATE HIGHWAY 2, 76 FEET EAST OF THE
 CQ0269'CENTERLINE OF STATE HIGHWAY 828, 1 FOOT NORTH OF A PASTURE FENCE ON
 CQ0269'THE SOUTH EDGE OF ED NOLAN PROPERTY, AND 1 1/2 FEET SOUTHEAST OF A
 CQ0269'STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED
 CQ0269'56V31 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0270 ***********************************************************************
 CQ0270  DESIGNATION -  56 V 32 LADH
 CQ0270  PID         -  CQ0270
 CQ0270  STATE/COUNTY-  LA/UNION
 CQ0270  USGS QUAD   -  DE LOUTRE (1988)
 CQ0270
 CQ0270                         *CURRENT SURVEY CONTROL
 CQ0270  ___________________________________________________________________
 CQ0270* NAD 83(1986)-  32 45 01.     (N)    092 17 05.     (W)     SCALED    
 CQ0270* NAVD 88     -        47.074  (meters)     154.44   (feet)  ADJUSTED  
 CQ0270  ___________________________________________________________________
 CQ0270  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0270  DYNAMIC HT  -          47.022 (meters)     154.27  (feet)  COMP
 CQ0270  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 CQ0270
 CQ0270  VERT ORDER  -  SECOND    CLASS 0
 CQ0270
 CQ0270.The horizontal coordinates were scaled from a topographic map and have
 CQ0270.an estimated accuracy of +/- 6 seconds.
 CQ0270
 CQ0270.The orthometric height was determined by differential leveling
 CQ0270.and adjusted by the National Geodetic Survey in June 1991..
 CQ0270
 CQ0270.The geoid height was determined by GEOID03.
 CQ0270
 CQ0270.The dynamic height is computed by dividing the NAVD 88
 CQ0270.geopotential number by the normal gravity value computed on the
 CQ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0270.degrees latitude (g = 980.6199 gals.).
 CQ0270
 CQ0270.The modeled gravity was interpolated from observed gravity values.
 CQ0270
 CQ0270;                    North         East    Units  Estimated Accuracy
 CQ0270;SPC LA N     -   249,530.    1,020,180.      MT  (+/- 180 meters Scaled)
 CQ0270
 CQ0270                          SUPERSEDED SURVEY CONTROL
 CQ0270
 CQ0270  NGVD 29 (??/??/??)   47.159  (m)          154.72   (f) ADJUSTED    2 0
 CQ0270
 CQ0270.Superseded values are not recommended for survey control.
 CQ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0270.See file dsdata.txt to determine how the superseded data were derived.
 CQ0270
 CQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS670238(NAD 83)
 CQ0270_MARKER: DE = TRAVERSE STATION DISK
 CQ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0270_STAMPING: 56V32 1968
 CQ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0270+STABILITY: SURFACE MOTION
 CQ0270
 CQ0270  HISTORY     - Date     Condition        Report By
 CQ0270  HISTORY     - 1968     MONUMENTED       LADH
 CQ0270  HISTORY     - 1968     GOOD             LADH
 CQ0270
 CQ0270                          STATION DESCRIPTION
 CQ0270
 CQ0270'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0270'7.2 MI E FROM FARMERVILLE.
 CQ0270'LOCATED 7.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0270'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 154 FEET
 CQ0270'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 1/2 FEET NORTH OF A YELLOW
 CQ0270'4-INCH BY 4-INCH CONCRETE OLINKRAFT BOUNDRY MARKER ON OLINKRAFTS
 CQ0270'WESTERN BOUNDRY, 175 FEET SOUTHEAST OF THE JUNCTION OF A PARISH ROAD
 CQ0270'INTERSECTING FROM THE NORTH, AND 1 1/2 FEET SOUTH OF A STEEL WITNESS
 CQ0270'POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V32 1968, SET
 CQ0270'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0271 ***********************************************************************
 CQ0271  DESIGNATION -  56 V 33 LADH
 CQ0271  PID         -  CQ0271
 CQ0271  STATE/COUNTY-  LA/UNION
 CQ0271  USGS QUAD   -  DE LOUTRE (1988)
 CQ0271
 CQ0271                         *CURRENT SURVEY CONTROL
 CQ0271  ___________________________________________________________________
 CQ0271* NAD 83(1986)-  32 45 02.     (N)    092 17 46.     (W)     SCALED    
 CQ0271* NAVD 88     -        53.197  (meters)     174.53   (feet)  ADJUSTED  
 CQ0271  ___________________________________________________________________
 CQ0271  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0271  DYNAMIC HT  -          53.138 (meters)     174.34  (feet)  COMP
 CQ0271  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CQ0271
 CQ0271  VERT ORDER  -  SECOND    CLASS 0
 CQ0271
 CQ0271.The horizontal coordinates were scaled from a topographic map and have
 CQ0271.an estimated accuracy of +/- 6 seconds.
 CQ0271
 CQ0271.The orthometric height was determined by differential leveling
 CQ0271.and adjusted by the National Geodetic Survey in June 1991..
 CQ0271
 CQ0271.The geoid height was determined by GEOID03.
 CQ0271
 CQ0271.The dynamic height is computed by dividing the NAVD 88
 CQ0271.geopotential number by the normal gravity value computed on the
 CQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0271.degrees latitude (g = 980.6199 gals.).
 CQ0271
 CQ0271.The modeled gravity was interpolated from observed gravity values.
 CQ0271
 CQ0271;                    North         East    Units  Estimated Accuracy
 CQ0271;SPC LA N     -   249,560.    1,019,110.      MT  (+/- 180 meters Scaled)
 CQ0271
 CQ0271                          SUPERSEDED SURVEY CONTROL
 CQ0271
 CQ0271  NGVD 29 (??/??/??)   53.284  (m)          174.82   (f) ADJUSTED    2 0
 CQ0271
 CQ0271.Superseded values are not recommended for survey control.
 CQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0271.See file dsdata.txt to determine how the superseded data were derived.
 CQ0271
 CQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS659238(NAD 83)
 CQ0271_MARKER: DE = TRAVERSE STATION DISK
 CQ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0271_STAMPING: 56V33 1968
 CQ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0271+STABILITY: SURFACE MOTION
 CQ0271
 CQ0271  HISTORY     - Date     Condition        Report By
 CQ0271  HISTORY     - 1968     MONUMENTED       LADH
 CQ0271  HISTORY     - 1968     GOOD             LADH
 CQ0271  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0271
 CQ0271                          STATION DESCRIPTION
 CQ0271
 CQ0271'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0271'6.5 MI E FROM FARMERVILLE.
 CQ0271'LOCATED 6.5 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0271'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 123 FEET
 CQ0271'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 77 FEET EAST OF THE CENTERLINE
 CQ0271'OF MABLES NURSERY DRIVEWAY ON OLINKRAFT PROPERTY, 61 FEET SOUTHWEST OF
 CQ0271'A FENCE CORNER, AND 2 FEET SOUTH OF A STEEL WITNESS POST. IT IS A LDH
 CQ0271'AND C AND GS TRAVERSE DISK STAMPED 56V33 1968, SET IN THE TOP OF A
 CQ0271'CONCRETE POST PROJECTING 4-INCHES.
 CQ0271
 CQ0271                          STATION RECOVERY (1982)
 CQ0271
 CQ0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0272 ***********************************************************************
 CQ0272  DESIGNATION -  56 V 34 LADH
 CQ0272  PID         -  CQ0272
 CQ0272  STATE/COUNTY-  LA/UNION
 CQ0272  USGS QUAD   -  DE LOUTRE (1988)
 CQ0272
 CQ0272                         *CURRENT SURVEY CONTROL
 CQ0272  ___________________________________________________________________
 CQ0272* NAD 83(1986)-  32 45 06.     (N)    092 18 40.     (W)     SCALED    
 CQ0272* NAVD 88     -        47.973  (meters)     157.39   (feet)  ADJUSTED  
 CQ0272  ___________________________________________________________________
 CQ0272  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0272  DYNAMIC HT  -          47.920 (meters)     157.22  (feet)  COMP
 CQ0272  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CQ0272
 CQ0272  VERT ORDER  -  SECOND    CLASS 0
 CQ0272
 CQ0272.The horizontal coordinates were scaled from a topographic map and have
 CQ0272.an estimated accuracy of +/- 6 seconds.
 CQ0272
 CQ0272.The orthometric height was determined by differential leveling
 CQ0272.and adjusted by the National Geodetic Survey in June 1991..
 CQ0272
 CQ0272.The geoid height was determined by GEOID03.
 CQ0272
 CQ0272.The dynamic height is computed by dividing the NAVD 88
 CQ0272.geopotential number by the normal gravity value computed on the
 CQ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0272.degrees latitude (g = 980.6199 gals.).
 CQ0272
 CQ0272.The modeled gravity was interpolated from observed gravity values.
 CQ0272
 CQ0272;                    North         East    Units  Estimated Accuracy
 CQ0272;SPC LA N     -   249,680.    1,017,700.      MT  (+/- 180 meters Scaled)
 CQ0272
 CQ0272                          SUPERSEDED SURVEY CONTROL
 CQ0272
 CQ0272  NGVD 29 (??/??/??)   48.063  (m)          157.69   (f) ADJUSTED    2 0
 CQ0272
 CQ0272.Superseded values are not recommended for survey control.
 CQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0272.See file dsdata.txt to determine how the superseded data were derived.
 CQ0272
 CQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS645239(NAD 83)
 CQ0272_MARKER: DE = TRAVERSE STATION DISK
 CQ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0272_STAMPING: 56V34 1968
 CQ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0272+STABILITY: SURFACE MOTION
 CQ0272
 CQ0272  HISTORY     - Date     Condition        Report By
 CQ0272  HISTORY     - 1968     MONUMENTED       LADH
 CQ0272  HISTORY     - 1968     GOOD             LADH
 CQ0272
 CQ0272                          STATION DESCRIPTION
 CQ0272
 CQ0272'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0272'5.5 MI E FROM FARMERVILLE.
 CQ0272'LOCATED 5.5 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0272'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 103 FEET
 CQ0272'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF THE RANGE ONE
 CQ0272'EAST LINE ON DUMAS PROPERTY, 135 FEET SOUTHWEST OF THE JUNCTION OF A
 CQ0272'PARISH ROAD INTERSECTING FROM THE NORTH, AND 1 1/2 FEET SOUTH OF A
 CQ0272'STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED
 CQ0272'56V34 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0273 ***********************************************************************
 CQ0273  DESIGNATION -  56 V 35
 CQ0273  PID         -  CQ0273
 CQ0273  STATE/COUNTY-  LA/UNION
 CQ0273  USGS QUAD   -  DE LOUTRE (1988)
 CQ0273
 CQ0273                         *CURRENT SURVEY CONTROL
 CQ0273  ___________________________________________________________________
 CQ0273* NAD 83(1986)-  32 45 12.     (N)    092 19 27.     (W)     SCALED    
 CQ0273* NAVD 88     -        49.793  (meters)     163.36   (feet)  ADJUSTED  
 CQ0273  ___________________________________________________________________
 CQ0273  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ0273  DYNAMIC HT  -          49.739 (meters)     163.19  (feet)  COMP
 CQ0273  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CQ0273
 CQ0273  VERT ORDER  -  SECOND    CLASS 0
 CQ0273
 CQ0273.The horizontal coordinates were scaled from a topographic map and have
 CQ0273.an estimated accuracy of +/- 6 seconds.
 CQ0273
 CQ0273.The orthometric height was determined by differential leveling
 CQ0273.and adjusted by the National Geodetic Survey in June 1991..
 CQ0273
 CQ0273.The geoid height was determined by GEOID03.
 CQ0273
 CQ0273.The dynamic height is computed by dividing the NAVD 88
 CQ0273.geopotential number by the normal gravity value computed on the
 CQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0273.degrees latitude (g = 980.6199 gals.).
 CQ0273
 CQ0273.The modeled gravity was interpolated from observed gravity values.
 CQ0273
 CQ0273;                    North         East    Units  Estimated Accuracy
 CQ0273;SPC LA N     -   249,860.    1,016,480.      MT  (+/- 180 meters Scaled)
 CQ0273
 CQ0273                          SUPERSEDED SURVEY CONTROL
 CQ0273
 CQ0273  NGVD 29 (??/??/??)   49.884  (m)          163.66   (f) ADJUSTED    2 0
 CQ0273
 CQ0273.Superseded values are not recommended for survey control.
 CQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0273.See file dsdata.txt to determine how the superseded data were derived.
 CQ0273
 CQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS633241(NAD 83)
 CQ0273_MARKER: DB = BENCH MARK DISK
 CQ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0273_SP_SET: CONCRETE POST
 CQ0273_STAMPING: 56 V 35 1968
 CQ0273_MARK LOGO: LADHGS
 CQ0273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0273+STABILITY: SURFACE MOTION
 CQ0273
 CQ0273  HISTORY     - Date     Condition        Report By
 CQ0273  HISTORY     - 1968     MONUMENTED       LADH
 CQ0273  HISTORY     - 1968     GOOD             LADH
 CQ0273  HISTORY     - 19861231 GOOD             LADTD
 CQ0273
 CQ0273                          STATION DESCRIPTION
 CQ0273
 CQ0273'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0273'4.8 MI E FROM FARMERVILLE.
 CQ0273'LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0273'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS 124 FEET
 CQ0273'NORTH OF THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTHEAST OF THE
 CQ0273'SOUTHEAST CORNER OF ENTERPRISE BAPTIST CHURCH, 1 FOOT WEST OF THE
 CQ0273'CEMETERY FENCE, AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST.  IT IS A
 CQ0273'LDH AND C AND GS TRAVERSE DISK STAMPED 56V35 1968, SET IN THE TOP OF A
 CQ0273'CONCRETE POST PROJECTING 4-INCHES.
 CQ0273
 CQ0273                          STATION RECOVERY (1986)
 CQ0273
 CQ0273'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 CQ0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0274 ***********************************************************************
 CQ0274  DESIGNATION -  56 V 36
 CQ0274  PID         -  CQ0274
 CQ0274  STATE/COUNTY-  LA/UNION
 CQ0274  USGS QUAD   -  DE LOUTRE (1988)
 CQ0274
 CQ0274                         *CURRENT SURVEY CONTROL
 CQ0274  ___________________________________________________________________
 CQ0274* NAD 83(1986)-  32 45 16.     (N)    092 20 32.     (W)     SCALED    
 CQ0274* NAVD 88     -        45.880  (meters)     150.52   (feet)  ADJUSTED  
 CQ0274  ___________________________________________________________________
 CQ0274  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ0274  DYNAMIC HT  -          45.829 (meters)     150.36  (feet)  COMP
 CQ0274  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 CQ0274
 CQ0274  VERT ORDER  -  SECOND    CLASS 0
 CQ0274
 CQ0274.The horizontal coordinates were scaled from a topographic map and have
 CQ0274.an estimated accuracy of +/- 6 seconds.
 CQ0274
 CQ0274.The orthometric height was determined by differential leveling
 CQ0274.and adjusted by the National Geodetic Survey in June 1991..
 CQ0274
 CQ0274.The geoid height was determined by GEOID03.
 CQ0274
 CQ0274.The dynamic height is computed by dividing the NAVD 88
 CQ0274.geopotential number by the normal gravity value computed on the
 CQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0274.degrees latitude (g = 980.6199 gals.).
 CQ0274
 CQ0274.The modeled gravity was interpolated from observed gravity values.
 CQ0274
 CQ0274;                    North         East    Units  Estimated Accuracy
 CQ0274;SPC LA N     -   249,980.    1,014,790.      MT  (+/- 180 meters Scaled)
 CQ0274
 CQ0274                          SUPERSEDED SURVEY CONTROL
 CQ0274
 CQ0274  NGVD 29 (??/??/??)   45.973  (m)          150.83   (f) ADJUSTED    2 0
 CQ0274
 CQ0274.Superseded values are not recommended for survey control.
 CQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0274.See file dsdata.txt to determine how the superseded data were derived.
 CQ0274
 CQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS616242(NAD 83)
 CQ0274_MARKER: DB = BENCH MARK DISK
 CQ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0274_SP_SET: CONCRETE POST
 CQ0274_STAMPING: 56 V 36 1968
 CQ0274_MARK LOGO: LADHGS
 CQ0274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0274+STABILITY: SURFACE MOTION
 CQ0274
 CQ0274  HISTORY     - Date     Condition        Report By
 CQ0274  HISTORY     - 1968     MONUMENTED       LADH
 CQ0274  HISTORY     - 1968     GOOD             LADH
 CQ0274  HISTORY     - 19861231 GOOD             LADTD
 CQ0274
 CQ0274                          STATION DESCRIPTION
 CQ0274
 CQ0274'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0274'3.9 MI E FROM FARMERVILLE.
 CQ0274'LOCATED 3.9 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0274'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS 96 FEET
 CQ0274'NORTH OF THE CENTERLINE OF THE HIGHWAY, 161 FEET SOUTHEAST OF THE
 CQ0274'SOUTHEAST CORNER OF J.D. LUDWIGS HOUSE, 1 FOOT WEST OF THE J. D.
 CQ0274'LUDWIG-OLINKRAFT BOUNDRY FENCE, AND 2 FEET NORTH OF A STEEL WITNESS
 CQ0274'POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V36 1968, SET
 CQ0274'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0274
 CQ0274                          STATION RECOVERY (1986)
 CQ0274
 CQ0274'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 CQ0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0209 ***********************************************************************
 CQ0209  DESIGNATION -  56 V 37
 CQ0209  PID         -  CQ0209
 CQ0209  STATE/COUNTY-  LA/UNION
 CQ0209  USGS QUAD   -  DE LOUTRE (1988)
 CQ0209
 CQ0209                         *CURRENT SURVEY CONTROL
 CQ0209  ___________________________________________________________________
 CQ0209* NAD 83(1986)-  32 45 21.     (N)    092 21 04.     (W)     SCALED    
 CQ0209* NAVD 88     -        51.567  (meters)     169.18   (feet)  ADJUSTED  
 CQ0209  ___________________________________________________________________
 CQ0209  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ0209  DYNAMIC HT  -          51.510 (meters)     169.00  (feet)  COMP
 CQ0209  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CQ0209
 CQ0209  VERT ORDER  -  SECOND    CLASS 0
 CQ0209
 CQ0209.The horizontal coordinates were scaled from a topographic map and have
 CQ0209.an estimated accuracy of +/- 6 seconds.
 CQ0209
 CQ0209.The orthometric height was determined by differential leveling
 CQ0209.and adjusted by the National Geodetic Survey in June 1991..
 CQ0209
 CQ0209.The geoid height was determined by GEOID03.
 CQ0209
 CQ0209.The dynamic height is computed by dividing the NAVD 88
 CQ0209.geopotential number by the normal gravity value computed on the
 CQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0209.degrees latitude (g = 980.6199 gals.).
 CQ0209
 CQ0209.The modeled gravity was interpolated from observed gravity values.
 CQ0209
 CQ0209;                    North         East    Units  Estimated Accuracy
 CQ0209;SPC LA N     -   250,140.    1,013,950.      MT  (+/- 180 meters Scaled)
 CQ0209
 CQ0209                          SUPERSEDED SURVEY CONTROL
 CQ0209
 CQ0209  NGVD 29 (??/??/??)   51.661  (m)          169.49   (f) ADJUSTED    2 0
 CQ0209
 CQ0209.Superseded values are not recommended for survey control.
 CQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0209.See file dsdata.txt to determine how the superseded data were derived.
 CQ0209
 CQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS607244(NAD 83)
 CQ0209_MARKER: DB = BENCH MARK DISK
 CQ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0209_SP_SET: CONCRETE POST
 CQ0209_STAMPING: 56 V 37 1968
 CQ0209_MARK LOGO: LADHGS
 CQ0209_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0209+STABILITY: SURFACE MOTION
 CQ0209
 CQ0209  HISTORY     - Date     Condition        Report By
 CQ0209  HISTORY     - 1968     MONUMENTED       LADH
 CQ0209  HISTORY     - 1968     GOOD             LADH
 CQ0209  HISTORY     - 19861231 GOOD             LADTD
 CQ0209  HISTORY     - 1988     GOOD             USPSQD
 CQ0209  HISTORY     - 19900120 GOOD             USPSQD
 CQ0209
 CQ0209                          STATION DESCRIPTION
 CQ0209
 CQ0209'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0209'3.3 MI E FROM FARMERVILLE.
 CQ0209'LOCATED 3.3 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0209'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS 279 FEET
 CQ0209'EAST OF THE FOURWAY GROCERY INTERSECTION, 103 FEET NORTH OF THE
 CQ0209'CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF THE AUSTIN A. ANDREWS WEST
 CQ0209'BOUNDRY FENCE, AND 2 FEET NORTH OF A STEEL WITNESS POST.  IT IS A LDH
 CQ0209'AND C AND GS TRAVERSE DISK STAMPED 56V37 1968, SET IN THE TOP OF A
 CQ0209'CONCRETE POST PROJECTING 4-INCHES.
 CQ0209
 CQ0209                          STATION RECOVERY (1986)
 CQ0209
 CQ0209'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 CQ0209'RECOVERED IN GOOD CONDITION.
 CQ0209
 CQ0209                          STATION RECOVERY (1988)
 CQ0209
 CQ0209'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0209'RECOVERED IN GOOD CONDITION.
 CQ0209
 CQ0209                          STATION RECOVERY (1990)
 CQ0209
 CQ0209'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0207 ***********************************************************************
 CQ0207  DESIGNATION -  56 V 38 LADH
 CQ0207  PID         -  CQ0207
 CQ0207  STATE/COUNTY-  LA/UNION
 CQ0207  USGS QUAD   -  FARMERVILLE (1988)
 CQ0207
 CQ0207                         *CURRENT SURVEY CONTROL
 CQ0207  ___________________________________________________________________
 CQ0207* NAD 83(1986)-  32 45 59.     (N)    092 22 39.     (W)     SCALED    
 CQ0207* NAVD 88     -        43.276  (meters)     141.98   (feet)  ADJUSTED  
 CQ0207  ___________________________________________________________________
 CQ0207  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ0207  DYNAMIC HT  -          43.228 (meters)     141.82  (feet)  COMP
 CQ0207  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 CQ0207
 CQ0207  VERT ORDER  -  SECOND    CLASS 0
 CQ0207
 CQ0207.The horizontal coordinates were scaled from a topographic map and have
 CQ0207.an estimated accuracy of +/- 6 seconds.
 CQ0207
 CQ0207.The orthometric height was determined by differential leveling
 CQ0207.and adjusted by the National Geodetic Survey in June 1991..
 CQ0207
 CQ0207.The geoid height was determined by GEOID03.
 CQ0207
 CQ0207.The dynamic height is computed by dividing the NAVD 88
 CQ0207.geopotential number by the normal gravity value computed on the
 CQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0207.degrees latitude (g = 980.6199 gals.).
 CQ0207
 CQ0207.The modeled gravity was interpolated from observed gravity values.
 CQ0207
 CQ0207;                    North         East    Units  Estimated Accuracy
 CQ0207;SPC LA N     -   251,300.    1,011,480.      MT  (+/- 180 meters Scaled)
 CQ0207
 CQ0207                          SUPERSEDED SURVEY CONTROL
 CQ0207
 CQ0207  NGVD 29 (??/??/??)   43.370  (m)          142.29   (f) ADJUSTED    2 0
 CQ0207
 CQ0207.Superseded values are not recommended for survey control.
 CQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0207.See file dsdata.txt to determine how the superseded data were derived.
 CQ0207
 CQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS583255(NAD 83)
 CQ0207_MARKER: DE = TRAVERSE STATION DISK
 CQ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0207_STAMPING: 56V38 1968
 CQ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0207+STABILITY: SURFACE MOTION
 CQ0207
 CQ0207  HISTORY     - Date     Condition        Report By
 CQ0207  HISTORY     - 1968     MONUMENTED       LADH
 CQ0207  HISTORY     - 1968     GOOD             LADH
 CQ0207  HISTORY     - 1979     GOOD             LADTD
 CQ0207  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CQ0207  HISTORY     - 1990     GOOD             USPSQD
 CQ0207  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 CQ0207
 CQ0207                          STATION DESCRIPTION
 CQ0207
 CQ0207'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0207'1.7 MI E FROM FARMERVILLE.
 CQ0207'LOCATED 1.7 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0207'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 105 FEET
 CQ0207'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 121 FEET NORTHEAST OF THE
 CQ0207'NORTHEAST CORNER OF THE DICK WADE HOUSE, 2 FEET WEST OF THE EAST
 CQ0207'BOUNDRY FENCE OF THE DICK WADE PROPERTY, AND 2 FEET SOUTHEAST OF A
 CQ0207'STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK, STAMPED
 CQ0207'56V38 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ0207
 CQ0207                          STATION RECOVERY (1979)
 CQ0207
 CQ0207'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 CQ0207'RECOVERED IN GOOD CONDITION.
 CQ0207
 CQ0207                          STATION RECOVERY (1988)
 CQ0207
 CQ0207'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0207'MARK NOT FOUND.
 CQ0207
 CQ0207                          STATION RECOVERY (1990)
 CQ0207
 CQ0207'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ0207'RECOVERED IN GOOD CONDITION.
 CQ0207
 CQ0207                          STATION RECOVERY (1997)
 CQ0207
 CQ0207'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0206 ***********************************************************************
 CQ0206  DESIGNATION -  56 V 39 LADH
 CQ0206  PID         -  CQ0206
 CQ0206  STATE/COUNTY-  LA/UNION
 CQ0206  USGS QUAD   -  FARMERVILLE (1988)
 CQ0206
 CQ0206                         *CURRENT SURVEY CONTROL
 CQ0206  ___________________________________________________________________
 CQ0206* NAD 83(1986)-  32 46 10.     (N)    092 23 31.     (W)     SCALED    
 CQ0206* NAVD 88     -        51.110  (meters)     167.68   (feet)  ADJUSTED  
 CQ0206  ___________________________________________________________________
 CQ0206  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ0206  DYNAMIC HT  -          51.053 (meters)     167.50  (feet)  COMP
 CQ0206  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 CQ0206
 CQ0206  VERT ORDER  -  SECOND    CLASS 0
 CQ0206
 CQ0206.The horizontal coordinates were scaled from a topographic map and have
 CQ0206.an estimated accuracy of +/- 6 seconds.
 CQ0206
 CQ0206.The orthometric height was determined by differential leveling
 CQ0206.and adjusted by the National Geodetic Survey in June 1991..
 CQ0206
 CQ0206.The geoid height was determined by GEOID03.
 CQ0206
 CQ0206.The dynamic height is computed by dividing the NAVD 88
 CQ0206.geopotential number by the normal gravity value computed on the
 CQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0206.degrees latitude (g = 980.6199 gals.).
 CQ0206
 CQ0206.The modeled gravity was interpolated from observed gravity values.
 CQ0206
 CQ0206;                    North         East    Units  Estimated Accuracy
 CQ0206;SPC LA N     -   251,640.    1,010,130.      MT  (+/- 180 meters Scaled)
 CQ0206
 CQ0206                          SUPERSEDED SURVEY CONTROL
 CQ0206
 CQ0206  NGVD 29 (??/??/??)   51.203  (m)          167.99   (f) ADJUSTED    2 0
 CQ0206
 CQ0206.Superseded values are not recommended for survey control.
 CQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0206.See file dsdata.txt to determine how the superseded data were derived.
 CQ0206
 CQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS569258(NAD 83)
 CQ0206_MARKER: DE = TRAVERSE STATION DISK
 CQ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0206_STAMPING: 56V39 1968
 CQ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0206+STABILITY: SURFACE MOTION
 CQ0206
 CQ0206  HISTORY     - Date     Condition        Report By
 CQ0206  HISTORY     - 1968     MONUMENTED       LADH
 CQ0206  HISTORY     - 1968     GOOD             LADH
 CQ0206  HISTORY     - 1978     GOOD             NGS
 CQ0206  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CQ0206  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ0206
 CQ0206                          STATION DESCRIPTION
 CQ0206
 CQ0206'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0206'0.9 MI E FROM FARMERVILLE.
 CQ0206'LOCATED 0.9 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0206'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 111 FEET
 CQ0206'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF THE NORTHEAST
 CQ0206'CORNER OF THE NORRIS FIELD FENCE, 1 1/2 FEET NORTH OF THE FENCE, AND 1
 CQ0206'1/2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS
 CQ0206'TRAVERSE DISK STAMPED 56V39 1968, SET IN THE TOP OF A CONCRETE POST
 CQ0206'PROJECTING 4-INCHES.
 CQ0206
 CQ0206                          STATION RECOVERY (1978)
 CQ0206
 CQ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 CQ0206'RECOVERED IN GOOD CONDITION.
 CQ0206
 CQ0206                          STATION RECOVERY (1988)
 CQ0206
 CQ0206'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0206'MARK NOT FOUND.
 CQ0206
 CQ0206                          STATION RECOVERY (2005)
 CQ0206
 CQ0206'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 CQ0206'NEW CONSTRUCTION IN DISK LOCATION. DISK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2223 ***********************************************************************
 CQ2223  DESIGNATION -  56 V 39 LADH RESET 1978
 CQ2223  PID         -  CQ2223
 CQ2223  STATE/COUNTY-  LA/UNION
 CQ2223  USGS QUAD   -  FARMERVILLE (1988)
 CQ2223
 CQ2223                         *CURRENT SURVEY CONTROL
 CQ2223  ___________________________________________________________________
 CQ2223* NAD 83(1986)-  32 46 10.     (N)    092 23 31.     (W)     SCALED    
 CQ2223* NAVD 88     -        51.91   (+/-2cm)     170.3    (feet)  VERTCON   
 CQ2223  ___________________________________________________________________
 CQ2223  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2223
 CQ2223  VERT ORDER  -  THIRD (See Below)
 CQ2223
 CQ2223.The horizontal coordinates were scaled from a topographic map and have
 CQ2223.an estimated accuracy of +/- 6 seconds.
 CQ2223
 CQ2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2223.The vertical order pertains to the NGVD 29 superseded value.
 CQ2223
 CQ2223.The geoid height was determined by GEOID03.
 CQ2223
 CQ2223;                    North         East    Units  Estimated Accuracy
 CQ2223;SPC LA N     -   251,640.    1,010,130.      MT  (+/- 180 meters Scaled)
 CQ2223
 CQ2223                          SUPERSEDED SURVEY CONTROL
 CQ2223
 CQ2223  NGVD 29 (??/??/??)   52.01   (m)          170.6    (f) RESET       3  
 CQ2223
 CQ2223.Superseded values are not recommended for survey control.
 CQ2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2223.See file dsdata.txt to determine how the superseded data were derived.
 CQ2223
 CQ2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS569258(NAD 83)
 CQ2223_MARKER: DB = BENCH MARK DISK
 CQ2223_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2223+WITH SETTING: INTO GROUND
 CQ2223_STAMPING: 56 V 39 RESET 1978
 CQ2223_PROJECTION: FLUSH
 CQ2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2223+STABILITY: SURFACE MOTION
 CQ2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2223+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 CQ2223_ROD/PIPE-DEPTH: 1.22 meters
 CQ2223
 CQ2223  HISTORY     - Date     Condition        Report By
 CQ2223  HISTORY     - 1978     MONUMENTED       NGS
 CQ2223  HISTORY     - 1988     GOOD             USPSQD
 CQ2223  HISTORY     - 1990     GOOD             USPSQD
 CQ2223  HISTORY     - 19970211 GOOD             USPSQD
 CQ2223  HISTORY     - 20050813 GOOD             USPSQD
 CQ2223
 CQ2223                          STATION DESCRIPTION
 CQ2223
 CQ2223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 CQ2223'1.4 KM (0.9 MI) EAST FROM FARMERVILLE.
 CQ2223'1.4 KM (0.9 MI) EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ2223'COURTHOUSE IN FARMERVILLE, TO ALLENS CHEVROLET GARAGE ON THE LEFT
 CQ2223'AND BENCH MARK ON THE LEFT, 37.8 METERS (124.0 FT) SOUTHWEST OF THE
 CQ2223'SOUTHWEST CORNER OF THE METAL GARAGE BUILDING, 14.8 METERS (48.5 FT)
 CQ2223'NORTH OF THE CENTER OF HIGHWAY 2, 5.5 METERS (18.0 FT) WEST OF THE
 CQ2223'CENTER OF A DRIVEWAY, AND 0.8 METER (2.5 FT) SOUTH OF A POWER POLE.
 CQ2223'A STANDARD LOUISIANA AND U.S. COAST AND GEODETIC SURVEY BENCH MARK,
 CQ2223'BRAZED TO THE TOP OF A 5/8-INCH COPPER COATED ROD WITH BASEPLATE
 CQ2223'BOLTED AT THE BOTTOM, ENCASED IN A 4-INCH PLASTIC PIPE WITHGRAVEL
 CQ2223'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CQ2223'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 CQ2223
 CQ2223                          STATION RECOVERY (1988)
 CQ2223
 CQ2223'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ2223'RECOVERED IN GOOD CONDITION.
 CQ2223
 CQ2223                          STATION RECOVERY (1990)
 CQ2223
 CQ2223'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ2223'RECOVERED IN GOOD CONDITION.
 CQ2223
 CQ2223                          STATION RECOVERY (1997)
 CQ2223
 CQ2223'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2223'RECOVERED IN GOOD CONDITION.
 CQ2223
 CQ2223                          STATION RECOVERY (2005)
 CQ2223
 CQ2223'RECOVERY NOTE BY US POWER SQUADRON 2005 (LJ)
 CQ2223'FOUND, CONDITION GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0303 ***********************************************************************
 CQ0303  DESIGNATION -  56 V 4 LADH
 CQ0303  PID         -  CQ0303
 CQ0303  STATE/COUNTY-  LA/UNION
 CQ0303  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0303
 CQ0303                         *CURRENT SURVEY CONTROL
 CQ0303  ___________________________________________________________________
 CQ0303* NAD 83(1986)-  32 43 41.     (N)    092 26 28.     (W)     SCALED    
 CQ0303* NAVD 88     -        65.282  (meters)     214.18   (feet)  ADJUSTED  
 CQ0303  ___________________________________________________________________
 CQ0303  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0303  DYNAMIC HT  -          65.210 (meters)     213.94  (feet)  COMP
 CQ0303  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 CQ0303
 CQ0303  VERT ORDER  -  SECOND    CLASS 0
 CQ0303
 CQ0303.The horizontal coordinates were scaled from a topographic map and have
 CQ0303.an estimated accuracy of +/- 6 seconds.
 CQ0303
 CQ0303.The orthometric height was determined by differential leveling
 CQ0303.and adjusted by the National Geodetic Survey in June 1991..
 CQ0303
 CQ0303.The geoid height was determined by GEOID03.
 CQ0303
 CQ0303.The dynamic height is computed by dividing the NAVD 88
 CQ0303.geopotential number by the normal gravity value computed on the
 CQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0303.degrees latitude (g = 980.6199 gals.).
 CQ0303
 CQ0303.The modeled gravity was interpolated from observed gravity values.
 CQ0303
 CQ0303;                    North         East    Units  Estimated Accuracy
 CQ0303;SPC LA N     -   247,050.    1,005,520.      MT  (+/- 180 meters Scaled)
 CQ0303
 CQ0303                          SUPERSEDED SURVEY CONTROL
 CQ0303
 CQ0303  NGVD 29 (??/??/??)   65.369  (m)          214.46   (f) ADJUSTED    2 0
 CQ0303
 CQ0303.Superseded values are not recommended for survey control.
 CQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0303.See file dsdata.txt to determine how the superseded data were derived.
 CQ0303
 CQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS523212(NAD 83)
 CQ0303_MARKER: DE = TRAVERSE STATION DISK
 CQ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0303_STAMPING: 56V4 1967
 CQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0303+STABILITY: SURFACE MOTION
 CQ0303
 CQ0303  HISTORY     - Date     Condition        Report By
 CQ0303  HISTORY     - 1967     MONUMENTED       LADH
 CQ0303  HISTORY     - 1967     GOOD             LADH
 CQ0303  HISTORY     - 1988     GOOD             USPSQD
 CQ0303
 CQ0303                          STATION DESCRIPTION
 CQ0303
 CQ0303'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ0303'3.8 MI SW FROM FARMERVILLE.
 CQ0303'LOCATED 3.8 MILES SOUTH OF THE UNION PARISH COURTHOUSE IN FARMERVILLE
 CQ0303'ALONG STATE HIGHWAY 33.  IT IS 81 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ0303'THE HIGHWAY, 84 FEET NORTH OF A UNION PARISH ROAD RUNNING EASTERLY, 6
 CQ0303'FEET SOUTH OF A LDH RIGHT OF WAY MARKER (CONCRETE POST), 32 FEET
 CQ0303'SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 CQ0303'POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V4 1967, SET
 CQ0303'IN A CONCRETE POST PROJECTING 3 INCHES.
 CQ0303
 CQ0303                          STATION RECOVERY (1988)
 CQ0303
 CQ0303'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0204 ***********************************************************************
 CQ0204  DESIGNATION -  56 V 40 LADH
 CQ0204  PID         -  CQ0204
 CQ0204  STATE/COUNTY-  LA/UNION
 CQ0204  USGS QUAD   -  FARMERVILLE (1988)
 CQ0204
 CQ0204                         *CURRENT SURVEY CONTROL
 CQ0204  ___________________________________________________________________
 CQ0204* NAD 83(1986)-  32 46 27.     (N)    092 24 18.     (W)     SCALED    
 CQ0204* NAVD 88     -        54.858  (meters)     179.98   (feet)  ADJUSTED  
 CQ0204  ___________________________________________________________________
 CQ0204  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ0204  DYNAMIC HT  -          54.797 (meters)     179.78  (feet)  COMP
 CQ0204  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CQ0204
 CQ0204  VERT ORDER  -  SECOND    CLASS 0
 CQ0204
 CQ0204.The horizontal coordinates were scaled from a topographic map and have
 CQ0204.an estimated accuracy of +/- 6 seconds.
 CQ0204
 CQ0204.The orthometric height was determined by differential leveling
 CQ0204.and adjusted by the National Geodetic Survey in June 1991..
 CQ0204
 CQ0204.The geoid height was determined by GEOID03.
 CQ0204
 CQ0204.The dynamic height is computed by dividing the NAVD 88
 CQ0204.geopotential number by the normal gravity value computed on the
 CQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0204.degrees latitude (g = 980.6199 gals.).
 CQ0204
 CQ0204.The modeled gravity was interpolated from observed gravity values.
 CQ0204
 CQ0204;                    North         East    Units  Estimated Accuracy
 CQ0204;SPC LA N     -   252,160.    1,008,900.      MT  (+/- 180 meters Scaled)
 CQ0204
 CQ0204                          SUPERSEDED SURVEY CONTROL
 CQ0204
 CQ0204  NGVD 29 (??/??/??)   54.950  (m)          180.28   (f) ADJUSTED    2 0
 CQ0204
 CQ0204.Superseded values are not recommended for survey control.
 CQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0204.See file dsdata.txt to determine how the superseded data were derived.
 CQ0204
 CQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS557264(NAD 83)
 CQ0204_MARKER: DD = SURVEY DISK
 CQ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0204_STAMPING: 56V40 1968
 CQ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0204+STABILITY: SURFACE MOTION
 CQ0204
 CQ0204  HISTORY     - Date     Condition        Report By
 CQ0204  HISTORY     - 1968     MONUMENTED       LADH
 CQ0204  HISTORY     - 1969     GOOD             LADH
 CQ0204  HISTORY     - 1988     GOOD             USPSQD
 CQ0204  HISTORY     - 1990     GOOD             USPSQD
 CQ0204  HISTORY     - 19970211 GOOD             USPSQD
 CQ0204  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ0204
 CQ0204                          STATION DESCRIPTION
 CQ0204
 CQ0204'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0204'IN FARMERVILLE.
 CQ0204'IT IS IN FARMERVILLE 7 FEET NORTH OF THE NORTHWEST CORNER OF THE UNION
 CQ0204'PARISH COURTHOUSE, 27 FEET SOUTHEAST OF A STEEL STREET LIGHT POLE, 60
 CQ0204'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY LA 33 AND 69 FEET WEST OF
 CQ0204'THE COURTHOUSE NORTH ENTRANCE.  IT IS A L.D.H. AND C. AND G.S. B.M.
 CQ0204'DISK STAMPED 56V40 1968 AND SET IN THE TOP OF A CONCRETE POST
 CQ0204'PROJECTING 4 INCHES.  SEC 30, T 21N, R 1E
 CQ0204
 CQ0204                          STATION RECOVERY (1988)
 CQ0204
 CQ0204'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0204'RECOVERED IN GOOD CONDITION.
 CQ0204
 CQ0204                          STATION RECOVERY (1990)
 CQ0204
 CQ0204'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ0204'RECOVERED IN GOOD CONDITION.
 CQ0204
 CQ0204                          STATION RECOVERY (1997)
 CQ0204
 CQ0204'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0204'RECOVERED IN GOOD CONDITION.
 CQ0204
 CQ0204                          STATION RECOVERY (2005)
 CQ0204
 CQ0204'RECOVERY NOTE BY US POWER SQUADRON 2005 (LJ)
 CQ0204'FOUND A CONCRETE BASE IN NEWLY CONSTRUCTED FLOWER BED,NO DISK FOUND IN
 CQ0204'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0333 ***********************************************************************
 CQ0333  DESIGNATION -  56 V 41 LADH
 CQ0333  PID         -  CQ0333
 CQ0333  STATE/COUNTY-  LA/UNION
 CQ0333  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0333
 CQ0333                         *CURRENT SURVEY CONTROL
 CQ0333  ___________________________________________________________________
 CQ0333* NAD 83(1986)-  32 43 47.     (N)    092 25 15.     (W)     SCALED    
 CQ0333* NAVD 88     -        49.976  (meters)     163.96   (feet)  ADJUSTED  
 CQ0333  ___________________________________________________________________
 CQ0333  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0333  DYNAMIC HT  -          49.920 (meters)     163.78  (feet)  COMP
 CQ0333  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 CQ0333
 CQ0333  VERT ORDER  -  SECOND    CLASS 0
 CQ0333
 CQ0333.The horizontal coordinates were scaled from a topographic map and have
 CQ0333.an estimated accuracy of +/- 6 seconds.
 CQ0333
 CQ0333.The orthometric height was determined by differential leveling
 CQ0333.and adjusted by the National Geodetic Survey in June 1991..
 CQ0333
 CQ0333.The geoid height was determined by GEOID03.
 CQ0333
 CQ0333.The dynamic height is computed by dividing the NAVD 88
 CQ0333.geopotential number by the normal gravity value computed on the
 CQ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0333.degrees latitude (g = 980.6199 gals.).
 CQ0333
 CQ0333.The modeled gravity was interpolated from observed gravity values.
 CQ0333
 CQ0333;                    North         East    Units  Estimated Accuracy
 CQ0333;SPC LA N     -   247,230.    1,007,420.      MT  (+/- 180 meters Scaled)
 CQ0333
 CQ0333                          SUPERSEDED SURVEY CONTROL
 CQ0333
 CQ0333  NGVD 29 (??/??/??)   50.062  (m)          164.25   (f) ADJUSTED    2 0
 CQ0333
 CQ0333.Superseded values are not recommended for survey control.
 CQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0333.See file dsdata.txt to determine how the superseded data were derived.
 CQ0333
 CQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS542214(NAD 83)
 CQ0333_MARKER: DE = TRAVERSE STATION DISK
 CQ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0333_STAMPING: 56V41 1968
 CQ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0333+STABILITY: SURFACE MOTION
 CQ0333
 CQ0333  HISTORY     - Date     Condition        Report By
 CQ0333  HISTORY     - 1968     MONUMENTED       LADH
 CQ0333  HISTORY     - 1968     GOOD             LADH
 CQ0333
 CQ0333                          STATION DESCRIPTION
 CQ0333
 CQ0333'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0333'3.8 MI S FROM FARMERVILLE.
 CQ0333'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0333'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0333'15 FOR 1.1 MILES TO THE MARK ON THE LEFT.  IT IS 122 FEET NORTHEAST OF
 CQ0333'THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A FENCE CORNER, 49
 CQ0333'FEET EAST OF A POWER POLE, AND 3 FEET SOUTHEAST OF A STEEL WITNESS
 CQ0333'POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V41 1968, SET
 CQ0333'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0334 ***********************************************************************
 CQ0334  DESIGNATION -  56 V 42 LADH
 CQ0334  PID         -  CQ0334
 CQ0334  STATE/COUNTY-  LA/UNION
 CQ0334  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0334
 CQ0334                         *CURRENT SURVEY CONTROL
 CQ0334  ___________________________________________________________________
 CQ0334* NAD 83(1986)-  32 43 08.     (N)    092 24 53.     (W)     SCALED    
 CQ0334* NAVD 88     -        29.420  (meters)      96.52   (feet)  ADJUSTED  
 CQ0334  ___________________________________________________________________
 CQ0334  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0334  DYNAMIC HT  -          29.388 (meters)      96.42  (feet)  COMP
 CQ0334  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 CQ0334
 CQ0334  VERT ORDER  -  SECOND    CLASS 0
 CQ0334
 CQ0334.The horizontal coordinates were scaled from a topographic map and have
 CQ0334.an estimated accuracy of +/- 6 seconds.
 CQ0334
 CQ0334.The orthometric height was determined by differential leveling
 CQ0334.and adjusted by the National Geodetic Survey in June 1991..
 CQ0334
 CQ0334.The geoid height was determined by GEOID03.
 CQ0334
 CQ0334.The dynamic height is computed by dividing the NAVD 88
 CQ0334.geopotential number by the normal gravity value computed on the
 CQ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0334.degrees latitude (g = 980.6199 gals.).
 CQ0334
 CQ0334.The modeled gravity was interpolated from observed gravity values.
 CQ0334
 CQ0334;                    North         East    Units  Estimated Accuracy
 CQ0334;SPC LA N     -   246,030.    1,008,000.      MT  (+/- 180 meters Scaled)
 CQ0334
 CQ0334                          SUPERSEDED SURVEY CONTROL
 CQ0334
 CQ0334  NGVD 29 (??/??/??)   29.507  (m)           96.81   (f) ADJUSTED    2 0
 CQ0334
 CQ0334.Superseded values are not recommended for survey control.
 CQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0334.See file dsdata.txt to determine how the superseded data were derived.
 CQ0334
 CQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS548202(NAD 83)
 CQ0334_MARKER: DE = TRAVERSE STATION DISK
 CQ0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0334_SP_SET: BRIDGE
 CQ0334_STAMPING: 56V42 1968
 CQ0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0334
 CQ0334  HISTORY     - Date     Condition        Report By
 CQ0334  HISTORY     - 1968     MONUMENTED       LADH
 CQ0334  HISTORY     - 1968     GOOD             LADH
 CQ0334
 CQ0334                          STATION DESCRIPTION
 CQ0334
 CQ0334'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0334'2.7 MI SW FROM FARMERVILLE.
 CQ0334'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0334'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0334'15 FOR 1.9 MILES TO THE MARK ON THE RIGHT.  IT IS IN THE SOUTHWEST
 CQ0334'CORNER OF THE STOWE CREEK BRIDGE, ON THE CURB AT THE FLARE, 1 FOOT
 CQ0334'ABOVE THE BRIDGE DECK, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CQ0334'HIGHWAY, AND 73 FEET EAST OF A POWER POLE.  IT IS A LDH AND C AND GS
 CQ0334'TRAVERSE DISK STAMPED 56V42 1968, DRILLED IN THE SOUTHWEST CORNER OF
 CQ0334'THE STOWE CREEK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0336 ***********************************************************************
 CQ0336  DESIGNATION -  56 V 43 LADH
 CQ0336  PID         -  CQ0336
 CQ0336  STATE/COUNTY-  LA/UNION
 CQ0336  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0336
 CQ0336                         *CURRENT SURVEY CONTROL
 CQ0336  ___________________________________________________________________
 CQ0336* NAD 83(1986)-  32 42 26.     (N)    092 23 58.     (W)     SCALED    
 CQ0336* NAVD 88     -        60.672  (meters)     199.05   (feet)  ADJUSTED  
 CQ0336  ___________________________________________________________________
 CQ0336  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0336  DYNAMIC HT  -          60.605 (meters)     198.83  (feet)  COMP
 CQ0336  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 CQ0336
 CQ0336  VERT ORDER  -  SECOND    CLASS 0
 CQ0336
 CQ0336.The horizontal coordinates were scaled from a topographic map and have
 CQ0336.an estimated accuracy of +/- 6 seconds.
 CQ0336
 CQ0336.The orthometric height was determined by differential leveling
 CQ0336.and adjusted by the National Geodetic Survey in June 1991..
 CQ0336
 CQ0336.The geoid height was determined by GEOID03.
 CQ0336
 CQ0336.The dynamic height is computed by dividing the NAVD 88
 CQ0336.geopotential number by the normal gravity value computed on the
 CQ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0336.degrees latitude (g = 980.6199 gals.).
 CQ0336
 CQ0336.The modeled gravity was interpolated from observed gravity values.
 CQ0336
 CQ0336;                    North         East    Units  Estimated Accuracy
 CQ0336;SPC LA N     -   244,740.    1,009,430.      MT  (+/- 180 meters Scaled)
 CQ0336
 CQ0336                          SUPERSEDED SURVEY CONTROL
 CQ0336
 CQ0336  NGVD 29 (??/??/??)   60.757  (m)          199.33   (f) ADJUSTED    2 0
 CQ0336
 CQ0336.Superseded values are not recommended for survey control.
 CQ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0336.See file dsdata.txt to determine how the superseded data were derived.
 CQ0336
 CQ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS562189(NAD 83)
 CQ0336_MARKER: DE = TRAVERSE STATION DISK
 CQ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0336_STAMPING: 56V43 1968
 CQ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0336+STABILITY: SURFACE MOTION
 CQ0336
 CQ0336  HISTORY     - Date     Condition        Report By
 CQ0336  HISTORY     - 1968     MONUMENTED       LADH
 CQ0336  HISTORY     - 1968     GOOD             LADH
 CQ0336
 CQ0336                          STATION DESCRIPTION
 CQ0336
 CQ0336'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0336'6.1 MI S FROM FARMERVILLE.
 CQ0336'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0336'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0336'15 FOR 3.4 MILES TO THE MARK ON THE RIGHT.  IT IS 144 FEET SOUTHWEST
 CQ0336'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE T. O. ALLEN
 CQ0336'CHAINLINK FENCE, 8 FEET NORTHEAST OF A NORTHEAST BARN CORNER, AND 8
 CQ0336'FEET NORTHWEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS
 CQ0336'TRAVERSE DISK STAMPED 56V43 1968, SET IN THE TOP OF A CONCRETE POST
 CQ0336'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0337 ***********************************************************************
 CQ0337  DESIGNATION -  56 V 44 LADH
 CQ0337  PID         -  CQ0337
 CQ0337  STATE/COUNTY-  LA/UNION
 CQ0337  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0337
 CQ0337                         *CURRENT SURVEY CONTROL
 CQ0337  ___________________________________________________________________
 CQ0337* NAD 83(1986)-  32 41 37.     (N)    092 23 27.     (W)     SCALED    
 CQ0337* NAVD 88     -        35.743  (meters)     117.27   (feet)  ADJUSTED  
 CQ0337  ___________________________________________________________________
 CQ0337  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0337  DYNAMIC HT  -          35.703 (meters)     117.14  (feet)  COMP
 CQ0337  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 CQ0337
 CQ0337  VERT ORDER  -  SECOND    CLASS 0
 CQ0337
 CQ0337.The horizontal coordinates were scaled from a topographic map and have
 CQ0337.an estimated accuracy of +/- 6 seconds.
 CQ0337
 CQ0337.The orthometric height was determined by differential leveling
 CQ0337.and adjusted by the National Geodetic Survey in June 1991..
 CQ0337
 CQ0337.The geoid height was determined by GEOID03.
 CQ0337
 CQ0337.The dynamic height is computed by dividing the NAVD 88
 CQ0337.geopotential number by the normal gravity value computed on the
 CQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0337.degrees latitude (g = 980.6199 gals.).
 CQ0337
 CQ0337.The modeled gravity was interpolated from observed gravity values.
 CQ0337
 CQ0337;                    North         East    Units  Estimated Accuracy
 CQ0337;SPC LA N     -   243,230.    1,010,240.      MT  (+/- 180 meters Scaled)
 CQ0337
 CQ0337                          SUPERSEDED SURVEY CONTROL
 CQ0337
 CQ0337  NGVD 29 (??/??/??)   35.827  (m)          117.54   (f) ADJUSTED    2 0
 CQ0337
 CQ0337.Superseded values are not recommended for survey control.
 CQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0337.See file dsdata.txt to determine how the superseded data were derived.
 CQ0337
 CQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS571174(NAD 83)
 CQ0337_MARKER: DE = TRAVERSE STATION DISK
 CQ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0337_STAMPING: 56V44 1968
 CQ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0337+STABILITY: SURFACE MOTION
 CQ0337
 CQ0337  HISTORY     - Date     Condition        Report By
 CQ0337  HISTORY     - 1968     MONUMENTED       LADH
 CQ0337  HISTORY     - 1968     GOOD             LADH
 CQ0337
 CQ0337                          STATION DESCRIPTION
 CQ0337
 CQ0337'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0337'7.2 MI S FROM FARMERVILLE.
 CQ0337'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0337'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0337'15 FOR 4.5 MILES TO THE MARK ON THE RIGHT.  IT IS 129 FEET WEST OF THE
 CQ0337'CENTERLINE OF THE HIGHWAY, 177 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CQ0337'OF J. E. LONGS HOUSE, 1 FOOT NORTH OF A YARD FENCE, AND 1 1/2 FEET
 CQ0337'WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK
 CQ0337'STAMPED 56V44 1968, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0337'4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0339 ***********************************************************************
 CQ0339  DESIGNATION -  56 V 45 LADH
 CQ0339  PID         -  CQ0339
 CQ0339  STATE/COUNTY-  LA/UNION
 CQ0339  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0339
 CQ0339                         *CURRENT SURVEY CONTROL
 CQ0339  ___________________________________________________________________
 CQ0339* NAD 83(1986)-  32 40 53.     (N)    092 22 59.     (W)     SCALED    
 CQ0339* NAVD 88     -        60.738  (meters)     199.27   (feet)  ADJUSTED  
 CQ0339  ___________________________________________________________________
 CQ0339  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0339  DYNAMIC HT  -          60.671 (meters)     199.05  (feet)  COMP
 CQ0339  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 CQ0339
 CQ0339  VERT ORDER  -  SECOND    CLASS 0
 CQ0339
 CQ0339.The horizontal coordinates were scaled from a topographic map and have
 CQ0339.an estimated accuracy of +/- 6 seconds.
 CQ0339
 CQ0339.The orthometric height was determined by differential leveling
 CQ0339.and adjusted by the National Geodetic Survey in June 1991..
 CQ0339
 CQ0339.The geoid height was determined by GEOID03.
 CQ0339
 CQ0339.The dynamic height is computed by dividing the NAVD 88
 CQ0339.geopotential number by the normal gravity value computed on the
 CQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0339.degrees latitude (g = 980.6199 gals.).
 CQ0339
 CQ0339.The modeled gravity was interpolated from observed gravity values.
 CQ0339
 CQ0339;                    North         East    Units  Estimated Accuracy
 CQ0339;SPC LA N     -   241,880.    1,010,970.      MT  (+/- 180 meters Scaled)
 CQ0339
 CQ0339                          SUPERSEDED SURVEY CONTROL
 CQ0339
 CQ0339  NGVD 29 (??/??/??)   60.821  (m)          199.54   (f) ADJUSTED    2 0
 CQ0339
 CQ0339.Superseded values are not recommended for survey control.
 CQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0339.See file dsdata.txt to determine how the superseded data were derived.
 CQ0339
 CQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS578161(NAD 83)
 CQ0339_MARKER: DE = TRAVERSE STATION DISK
 CQ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0339_STAMPING: 56V45 1968
 CQ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0339+STABILITY: SURFACE MOTION
 CQ0339
 CQ0339  HISTORY     - Date     Condition        Report By
 CQ0339  HISTORY     - 1968     MONUMENTED       LADH
 CQ0339  HISTORY     - 1968     GOOD             LADH
 CQ0339
 CQ0339                          STATION DESCRIPTION
 CQ0339
 CQ0339'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0339'8.2 MI S FROM FARMERVILLE.
 CQ0339'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0339'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0339'15 FOR 5.5 MILES TO THE MARK ON THE LEFT.  IT IS 122 FEET NORTHEAST OF
 CQ0339'THE CENTERLINE OF THE HIGHWAY, 230 FEET WEST OF THE NORTHWEST CORNER
 CQ0339'OF MACK D. COX, JR.S HOUSE, 57 FEET WEST OF THE CENTERLINE OF A
 CQ0339'DRIVEWAY, AND 1 1/2 FEET NORTHEAST OF A STEEL WITNESS POST. IT IS A
 CQ0339'LDH AND C AND GS TRAVERSE DISK STAMPED 56V45 1968, SET IN THE TOP OF A
 CQ0339'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0341 ***********************************************************************
 CQ0341  DESIGNATION -  56 V 46 LADH
 CQ0341  PID         -  CQ0341
 CQ0341  STATE/COUNTY-  LA/UNION
 CQ0341  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0341
 CQ0341                         *CURRENT SURVEY CONTROL
 CQ0341  ___________________________________________________________________
 CQ0341* NAD 83(1986)-  32 39 58.     (N)    092 22 32.     (W)     SCALED    
 CQ0341* NAVD 88     -        51.939  (meters)     170.40   (feet)  ADJUSTED  
 CQ0341  ___________________________________________________________________
 CQ0341  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0341  DYNAMIC HT  -          51.881 (meters)     170.21  (feet)  COMP
 CQ0341  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CQ0341
 CQ0341  VERT ORDER  -  SECOND    CLASS 0
 CQ0341
 CQ0341.The horizontal coordinates were scaled from a topographic map and have
 CQ0341.an estimated accuracy of +/- 6 seconds.
 CQ0341
 CQ0341.The orthometric height was determined by differential leveling
 CQ0341.and adjusted by the National Geodetic Survey in June 1991..
 CQ0341
 CQ0341.The geoid height was determined by GEOID03.
 CQ0341
 CQ0341.The dynamic height is computed by dividing the NAVD 88
 CQ0341.geopotential number by the normal gravity value computed on the
 CQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0341.degrees latitude (g = 980.6199 gals.).
 CQ0341
 CQ0341.The modeled gravity was interpolated from observed gravity values.
 CQ0341
 CQ0341;                    North         East    Units  Estimated Accuracy
 CQ0341;SPC LA N     -   240,180.    1,011,670.      MT  (+/- 180 meters Scaled)
 CQ0341
 CQ0341                          SUPERSEDED SURVEY CONTROL
 CQ0341
 CQ0341  NGVD 29 (??/??/??)   52.021  (m)          170.67   (f) ADJUSTED    2 0
 CQ0341
 CQ0341.Superseded values are not recommended for survey control.
 CQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0341.See file dsdata.txt to determine how the superseded data were derived.
 CQ0341
 CQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS585144(NAD 83)
 CQ0341_MARKER: DE = TRAVERSE STATION DISK
 CQ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0341_STAMPING: 56V46 1968
 CQ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0341+STABILITY: SURFACE MOTION
 CQ0341
 CQ0341  HISTORY     - Date     Condition        Report By
 CQ0341  HISTORY     - 1968     MONUMENTED       LADH
 CQ0341  HISTORY     - 1968     GOOD             LADH
 CQ0341
 CQ0341                          STATION DESCRIPTION
 CQ0341
 CQ0341'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0341'9.3 MI S FROM FARMERVILLE.
 CQ0341'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0341'PARISH COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0341'15 FOR 6.6 MILES TO THE MARK ON THE RIGHT.  IT IS 90 FEET WEST OF THE
 CQ0341'CENTERLINE OF THE HIGHWAY, 71 FEET NORTH OF THE CENTERLINE OF A PARISH
 CQ0341'ROAD INTERSECTING FROM THE WEST, 50 FEET NORTH OF A TEXAS GAS PIPELINE
 CQ0341'CONCRETE MARKER POST, AND 2 FEET SOUTHWEST OF A STEEL WITNESS POST. IT
 CQ0341'IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V46 1968, SET IN THE TOP
 CQ0341'OF A CONCRETE POST PROJECTING 4-INCHES. NOTE-- IT IS LOCATED 0.7 MILES
 CQ0341'NORTHWEST OF BM 56V16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0287 ***********************************************************************
 CQ0287  DESIGNATION -  56 V 47 LADH
 CQ0287  PID         -  CQ0287
 CQ0287  STATE/COUNTY-  LA/UNION
 CQ0287  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0287
 CQ0287                         *CURRENT SURVEY CONTROL
 CQ0287  ___________________________________________________________________
 CQ0287* NAD 83(1986)-  32 38 04.     (N)    092 11 07.     (W)     SCALED    
 CQ0287* NAVD 88     -        30.630  (meters)     100.49   (feet)  ADJUSTED  
 CQ0287  ___________________________________________________________________
 CQ0287  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0287  DYNAMIC HT  -          30.596 (meters)     100.38  (feet)  COMP
 CQ0287  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 CQ0287
 CQ0287  VERT ORDER  -  SECOND    CLASS 0
 CQ0287
 CQ0287.The horizontal coordinates were scaled from a topographic map and have
 CQ0287.an estimated accuracy of +/- 6 seconds.
 CQ0287
 CQ0287.The orthometric height was determined by differential leveling
 CQ0287.and adjusted by the National Geodetic Survey in June 1991..
 CQ0287
 CQ0287.The geoid height was determined by GEOID03.
 CQ0287
 CQ0287.The dynamic height is computed by dividing the NAVD 88
 CQ0287.geopotential number by the normal gravity value computed on the
 CQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0287.degrees latitude (g = 980.6199 gals.).
 CQ0287
 CQ0287.The modeled gravity was interpolated from observed gravity values.
 CQ0287
 CQ0287;                    North         East    Units  Estimated Accuracy
 CQ0287;SPC LA N     -   236,710.    1,029,530.      MT  (+/- 180 meters Scaled)
 CQ0287
 CQ0287                          SUPERSEDED SURVEY CONTROL
 CQ0287
 CQ0287  NGVD 29 (??/??/??)   30.708  (m)          100.75   (f) ADJUSTED    2 0
 CQ0287
 CQ0287.Superseded values are not recommended for survey control.
 CQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0287.See file dsdata.txt to determine how the superseded data were derived.
 CQ0287
 CQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS764110(NAD 83)
 CQ0287_MARKER: DE = TRAVERSE STATION DISK
 CQ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0287_STAMPING: 56 V 47 1968
 CQ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0287+STABILITY: SURFACE MOTION
 CQ0287
 CQ0287  HISTORY     - Date     Condition        Report By
 CQ0287  HISTORY     - 1968     MONUMENTED       LADH
 CQ0287  HISTORY     - 1968     GOOD             LADH
 CQ0287
 CQ0287                          STATION DESCRIPTION
 CQ0287
 CQ0287'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0287'10.7 MI NW FROM WEST MONROE.
 CQ0287'LOCATED 1.7 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE U. S. HIGHWAY
 CQ0287'80 OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 9.0
 CQ0287'MILES TO THE MARK ON THE LEFT.  IT IS 101 FEET SOUTH OF THE CENTERLINE
 CQ0287'OF THE HIGHWAY AT EDGE OF A POWER LINE RIGHT-OF-WAY, 56 FEET WEST OF
 CQ0287'THE CENTER OF A STEEL POWER LINE TOWER, 22 FEET NORTH OF A 15-INCH
 CQ0287'PINE TREE AND 2 FEET SOUTH OF A STEEL WITNESS POST.  IT IS A LDH AND C
 CQ0287'AND GS TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CQ0287'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0288 ***********************************************************************
 CQ0288  DESIGNATION -  56 V 48 LADH
 CQ0288  PID         -  CQ0288
 CQ0288  STATE/COUNTY-  LA/UNION
 CQ0288  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0288
 CQ0288                         *CURRENT SURVEY CONTROL
 CQ0288  ___________________________________________________________________
 CQ0288* NAD 83(1986)-  32 38 47.     (N)    092 11 29.     (W)     SCALED    
 CQ0288* NAVD 88     -        37.064  (meters)     121.60   (feet)  ADJUSTED  
 CQ0288  ___________________________________________________________________
 CQ0288  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0288  DYNAMIC HT  -          37.023 (meters)     121.47  (feet)  COMP
 CQ0288  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CQ0288
 CQ0288  VERT ORDER  -  SECOND    CLASS 0
 CQ0288
 CQ0288.The horizontal coordinates were scaled from a topographic map and have
 CQ0288.an estimated accuracy of +/- 6 seconds.
 CQ0288
 CQ0288.The orthometric height was determined by differential leveling
 CQ0288.and adjusted by the National Geodetic Survey in June 1991..
 CQ0288
 CQ0288.The geoid height was determined by GEOID03.
 CQ0288
 CQ0288.The dynamic height is computed by dividing the NAVD 88
 CQ0288.geopotential number by the normal gravity value computed on the
 CQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0288.degrees latitude (g = 980.6199 gals.).
 CQ0288
 CQ0288.The modeled gravity was interpolated from observed gravity values.
 CQ0288
 CQ0288;                    North         East    Units  Estimated Accuracy
 CQ0288;SPC LA N     -   238,030.    1,028,960.      MT  (+/- 180 meters Scaled)
 CQ0288
 CQ0288                          SUPERSEDED SURVEY CONTROL
 CQ0288
 CQ0288  NGVD 29 (??/??/??)   37.142  (m)          121.86   (f) ADJUSTED    2 0
 CQ0288
 CQ0288.Superseded values are not recommended for survey control.
 CQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0288.See file dsdata.txt to determine how the superseded data were derived.
 CQ0288
 CQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS758123(NAD 83)
 CQ0288_MARKER: DE = TRAVERSE STATION DISK
 CQ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0288_STAMPING: 56 V 48 1958
 CQ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0288+STABILITY: SURFACE MOTION
 CQ0288
 CQ0288  HISTORY     - Date     Condition        Report By
 CQ0288  HISTORY     - 1958     MONUMENTED       LADH
 CQ0288  HISTORY     - 1968     GOOD             LADH
 CQ0288
 CQ0288                          STATION DESCRIPTION
 CQ0288
 CQ0288'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0288'11.6 MI NW FROM WEST MONROE.
 CQ0288'LOCATED 1.7 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE U. S. HIGHWAY
 CQ0288'80 OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 9.9
 CQ0288'MILES TO THE MARK ON THE LEFT.  IT IS 95 FEET WEST OF THE CENTERLINE
 CQ0288'OF THE HIGHWAY, 166 FEET NORTHWEST OF THE STEEL CATTLE GUARD OF J. G.
 CQ0288'HONEYCUTT DRIVEWAY, 6 FEET EAST OF A 12-INCH PINE TREE, 14 FEET SOUTH
 CQ0288'OF A 12-INCH RED OAK TREE AND 1 FOOT WEST OF A STEEL WITNESS POST. IT
 CQ0288'IS A LDH AND C AND GS TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST
 CQ0288'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0305 ***********************************************************************
 CQ0305  DESIGNATION -  56 V 5 LADH RESET 1971
 CQ0305  PID         -  CQ0305
 CQ0305  STATE/COUNTY-  LA/UNION
 CQ0305  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0305
 CQ0305                         *CURRENT SURVEY CONTROL
 CQ0305  ___________________________________________________________________
 CQ0305* NAD 83(1986)-  32 44 19.     (N)    092 25 58.     (W)     SCALED    
 CQ0305* NAVD 88     -        51.68   (meters)     169.6    (feet)  RESET     
 CQ0305  ___________________________________________________________________
 CQ0305  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0305
 CQ0305  VERT ORDER  -  THIRD
 CQ0305
 CQ0305.The horizontal coordinates were scaled from a topographic map and have
 CQ0305.an estimated accuracy of +/- 6 seconds.
 CQ0305
 CQ0305.The orthometric height was computed from unverified reset data.
 CQ0305
 CQ0305.The geoid height was determined by GEOID03.
 CQ0305
 CQ0305;                    North         East    Units  Estimated Accuracy
 CQ0305;SPC LA N     -   248,220.    1,006,300.      MT  (+/- 180 meters Scaled)
 CQ0305
 CQ0305                          SUPERSEDED SURVEY CONTROL
 CQ0305
 CQ0305  NGVD 29 (??/??/??)   51.77   (m)          169.8    (f) RESET       3  
 CQ0305
 CQ0305.Superseded values are not recommended for survey control.
 CQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0305.See file dsdata.txt to determine how the superseded data were derived.
 CQ0305
 CQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS531224(NAD 83)
 CQ0305_MARKER: DD = SURVEY DISK
 CQ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0305_STAMPING: 56V5 RESET 1971
 CQ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0305+STABILITY: SURFACE MOTION
 CQ0305
 CQ0305  HISTORY     - Date     Condition        Report By
 CQ0305  HISTORY     - 1971     MONUMENTED       NGS
 CQ0305  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CQ0305
 CQ0305                          STATION DESCRIPTION
 CQ0305
 CQ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0305'2.95 MI S FROM FARMERVILLE.
 CQ0305'LOCATED 2.95 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE UNION PARISH
 CQ0305'COURTHOUSE, IN FARMERVILLE, ACROSS THE HIGHWAY FROM THE HUCKABYS
 CQ0305'STORE, 98 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 33 188 FEET
 CQ0305'NORTHEAST OF A SIDE ROAD LEADING NORTHWEST, 54 FEET SOUTHWEST OF A
 CQ0305'CONCRETE RIGHT-OF-WAY MARKER, 10.5 FEET NORTH-NORTHWEST OF A POWER
 CQ0305'POLE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A BENCH MARK
 CQ0305'DISK CRIMPED ON A 3 FOOT SECTION OF COPPER WELD ROD FASTED TO A STEEL
 CQ0305'PLATE, ENCASED IN 4-INCH ORANGEBURG PIPE PROJECTING 3 INCHES. NOTE--
 CQ0305'THE MARK IS ON THE FIRST HILL SOUTH OF THE SOUTH END OF D ARBONNE
 CQ0305'LAKE.
 CQ0305
 CQ0305                          STATION RECOVERY (1988)
 CQ0305
 CQ0305'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0290 ***********************************************************************
 CQ0290  DESIGNATION -  56 V 50 LADH
 CQ0290  PID         -  CQ0290
 CQ0290  STATE/COUNTY-  LA/UNION
 CQ0290  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0290
 CQ0290                         *CURRENT SURVEY CONTROL
 CQ0290  ___________________________________________________________________
 CQ0290* NAD 83(1986)-  32 40 07.     (N)    092 12 07.     (W)     SCALED    
 CQ0290* NAVD 88     -        49.331  (meters)     161.85   (feet)  ADJUSTED  
 CQ0290  ___________________________________________________________________
 CQ0290  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0290  DYNAMIC HT  -          49.276 (meters)     161.67  (feet)  COMP
 CQ0290  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 CQ0290
 CQ0290  VERT ORDER  -  SECOND    CLASS 0
 CQ0290
 CQ0290.The horizontal coordinates were scaled from a topographic map and have
 CQ0290.an estimated accuracy of +/- 6 seconds.
 CQ0290
 CQ0290.The orthometric height was determined by differential leveling
 CQ0290.and adjusted by the National Geodetic Survey in June 1991..
 CQ0290
 CQ0290.The geoid height was determined by GEOID03.
 CQ0290
 CQ0290.The dynamic height is computed by dividing the NAVD 88
 CQ0290.geopotential number by the normal gravity value computed on the
 CQ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0290.degrees latitude (g = 980.6199 gals.).
 CQ0290
 CQ0290.The modeled gravity was interpolated from observed gravity values.
 CQ0290
 CQ0290;                    North         East    Units  Estimated Accuracy
 CQ0290;SPC LA N     -   240,490.    1,027,960.      MT  (+/- 180 meters Scaled)
 CQ0290
 CQ0290                          SUPERSEDED SURVEY CONTROL
 CQ0290
 CQ0290  NGVD 29 (??/??/??)   49.409  (m)          162.10   (f) ADJUSTED    2 0
 CQ0290
 CQ0290.Superseded values are not recommended for survey control.
 CQ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0290.See file dsdata.txt to determine how the superseded data were derived.
 CQ0290
 CQ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS748148(NAD 83)
 CQ0290_MARKER: DE = TRAVERSE STATION DISK
 CQ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0290_STAMPING: 56 V 50 1968
 CQ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0290+STABILITY: SURFACE MOTION
 CQ0290
 CQ0290  HISTORY     - Date     Condition        Report By
 CQ0290  HISTORY     - 1968     MONUMENTED       LADH
 CQ0290  HISTORY     - 1968     GOOD             LADH
 CQ0290
 CQ0290                          STATION DESCRIPTION
 CQ0290
 CQ0290'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0290'13.2 MI NW FROM WEST MONROE.
 CQ0290'LOCATED 1.7 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE U. S. HIGHWAY
 CQ0290'80 OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR
 CQ0290'11.5 MILES TO THE MARK ON THE LEFT.  IT IS 71 FEET WEST OF THE
 CQ0290'CENTERLINE OF THE HIGHWAY, 40 FEET NORTH OF THE CENTERLINE OF AN
 CQ0290'ASPHALT PARISH ROAD, 19 FEET NORTH OF AN 18-INCH RED OAK TREE AND 2
 CQ0290'FEET WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE
 CQ0290'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1066 ***********************************************************************
 CQ1066  DESIGNATION -  56 V 51 LADH
 CQ1066  PID         -  CQ1066
 CQ1066  STATE/COUNTY-  LA/UNION
 CQ1066  USGS QUAD   -  BERNICE (1985)
 CQ1066
 CQ1066                         *CURRENT SURVEY CONTROL
 CQ1066  ___________________________________________________________________
 CQ1066* NAD 83(1986)-  32 46 06.     (N)    092 39 25.     (W)     SCALED    
 CQ1066* NAVD 88     -        33.809  (meters)     110.92   (feet)  ADJUSTED  
 CQ1066  ___________________________________________________________________
 CQ1066  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1066  DYNAMIC HT  -          33.772 (meters)     110.80  (feet)  COMP
 CQ1066  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CQ1066
 CQ1066  VERT ORDER  -  SECOND    CLASS 0
 CQ1066
 CQ1066.The horizontal coordinates were scaled from a topographic map and have
 CQ1066.an estimated accuracy of +/- 6 seconds.
 CQ1066
 CQ1066.The orthometric height was determined by differential leveling
 CQ1066.and adjusted by the National Geodetic Survey in June 1991..
 CQ1066
 CQ1066.The geoid height was determined by GEOID03.
 CQ1066
 CQ1066.The dynamic height is computed by dividing the NAVD 88
 CQ1066.geopotential number by the normal gravity value computed on the
 CQ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1066.degrees latitude (g = 980.6199 gals.).
 CQ1066
 CQ1066.The modeled gravity was interpolated from observed gravity values.
 CQ1066
 CQ1066;                    North         East    Units  Estimated Accuracy
 CQ1066;SPC LA N     -   251,520.      985,290.      MT  (+/- 180 meters Scaled)
 CQ1066
 CQ1066                          SUPERSEDED SURVEY CONTROL
 CQ1066
 CQ1066  NGVD 29 (??/??/??)   33.906  (m)          111.24   (f) ADJUSTED    2 0
 CQ1066
 CQ1066.Superseded values are not recommended for survey control.
 CQ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1066.See file dsdata.txt to determine how the superseded data were derived.
 CQ1066
 CQ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS321256(NAD 83)
 CQ1066_MARKER: DD = SURVEY DISK
 CQ1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1066_SP_SET: BRIDGE
 CQ1066_STAMPING: 56V51 1968
 CQ1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1066
 CQ1066  HISTORY     - Date     Condition        Report By
 CQ1066  HISTORY     - 1968     MONUMENTED       LADH
 CQ1066
 CQ1066                          STATION DESCRIPTION
 CQ1066
 CQ1066'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1066'3.6 MI S FROM BERNICE.
 CQ1066'LOCATED 3.6 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1066'IN BERNICE TO THE MARK ON THE LEFT IN SECTION 34, T21N, R3W.  IT IS IN
 CQ1066'THE SIDEWALK OF THE NORTHEAST CORNER OF THE MIDDLE FORK BAYOU RELIEF
 CQ1066'BRIDGE, 14 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET SOUTH
 CQ1066'OF A CONCRETE GUARD RAIL POST, 0.4 FOOT ABOVE THE ELEVATION OF THE
 CQ1066'ADJACENT ROADWAY PAVEMENT, 0.9 FOOT EAST OF THE WEST EDGE OF THE EAST
 CQ1066'SIDEWALK AND 2 FEET WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C
 CQ1066'AND GS B. M. DISK STAMPED 56V51 1968 AND DRILLED IN THE BRIDGE
 CQ1066'SIDEWALK.  NOTE-- IT IS 0.7 MILE NORTH OF B. M. 31V56 (LDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1067 ***********************************************************************
 CQ1067  DESIGNATION -  56 V 52 LADH
 CQ1067  PID         -  CQ1067
 CQ1067  STATE/COUNTY-  LA/UNION
 CQ1067  USGS QUAD   -  BERNICE (1985)
 CQ1067
 CQ1067                         *CURRENT SURVEY CONTROL
 CQ1067  ___________________________________________________________________
 CQ1067* NAD 83(1986)-  32 46 47.     (N)    092 39 20.     (W)     SCALED    
 CQ1067* NAVD 88     -        67.020  (meters)     219.88   (feet)  ADJUSTED  
 CQ1067  ___________________________________________________________________
 CQ1067  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1067  DYNAMIC HT  -          66.946 (meters)     219.64  (feet)  COMP
 CQ1067  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CQ1067
 CQ1067  VERT ORDER  -  SECOND    CLASS 0
 CQ1067
 CQ1067.The horizontal coordinates were scaled from a topographic map and have
 CQ1067.an estimated accuracy of +/- 6 seconds.
 CQ1067
 CQ1067.The orthometric height was determined by differential leveling
 CQ1067.and adjusted by the National Geodetic Survey in June 1991..
 CQ1067
 CQ1067.The geoid height was determined by GEOID03.
 CQ1067
 CQ1067.The dynamic height is computed by dividing the NAVD 88
 CQ1067.geopotential number by the normal gravity value computed on the
 CQ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1067.degrees latitude (g = 980.6199 gals.).
 CQ1067
 CQ1067.The modeled gravity was interpolated from observed gravity values.
 CQ1067
 CQ1067;                    North         East    Units  Estimated Accuracy
 CQ1067;SPC LA N     -   252,790.      985,430.      MT  (+/- 180 meters Scaled)
 CQ1067
 CQ1067                          SUPERSEDED SURVEY CONTROL
 CQ1067
 CQ1067  NGVD 29 (??/??/??)   67.118  (m)          220.20   (f) ADJUSTED    2 0
 CQ1067
 CQ1067.Superseded values are not recommended for survey control.
 CQ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1067.See file dsdata.txt to determine how the superseded data were derived.
 CQ1067
 CQ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322269(NAD 83)
 CQ1067_MARKER: DD = SURVEY DISK
 CQ1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1067_STAMPING: 56V52 1968
 CQ1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1067+STABILITY: SURFACE MOTION
 CQ1067
 CQ1067  HISTORY     - Date     Condition        Report By
 CQ1067  HISTORY     - 1968     MONUMENTED       LADH
 CQ1067
 CQ1067                          STATION DESCRIPTION
 CQ1067
 CQ1067'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1067'2.8 MI S FROM BERNICE.
 CQ1067'LOCATED 2.8 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1067'IN BERNICE TO THE MARK ON THE RIGHT IN SECTION 26, T21N, R3W.  IT IS
 CQ1067'156 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 100 FEET NORTHWEST OF
 CQ1067'THE B. J. POST NORTHWEST HOUSE CORNER, 19 FEET NORTH OF A TEXAS GAS
 CQ1067'TRANSMISSION CO. PIPE LINE AT THE EDGE OF THE PIPE LINE RIGHT-OF-WAY
 CQ1067'AND 3 FEET EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B.
 CQ1067'M. DISK STAMPED 56V52 1968 AND SET IN THE TOP OF A CONCRETE POST
 CQ1067'PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1068 ***********************************************************************
 CQ1068  DESIGNATION -  56 V 53 LADH
 CQ1068  PID         -  CQ1068
 CQ1068  STATE/COUNTY-  LA/UNION
 CQ1068  USGS QUAD   -  BERNICE (1985)
 CQ1068
 CQ1068                         *CURRENT SURVEY CONTROL
 CQ1068  ___________________________________________________________________
 CQ1068* NAD 83(1986)-  32 47 36.     (N)    092 39 38.     (W)     SCALED    
 CQ1068* NAVD 88     -        69.922  (meters)     229.40   (feet)  ADJUSTED  
 CQ1068  ___________________________________________________________________
 CQ1068  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1068  DYNAMIC HT  -          69.845 (meters)     229.15  (feet)  COMP
 CQ1068  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CQ1068
 CQ1068  VERT ORDER  -  SECOND    CLASS 0
 CQ1068
 CQ1068.The horizontal coordinates were scaled from a topographic map and have
 CQ1068.an estimated accuracy of +/- 6 seconds.
 CQ1068
 CQ1068.The orthometric height was determined by differential leveling
 CQ1068.and adjusted by the National Geodetic Survey in June 1991..
 CQ1068
 CQ1068.The geoid height was determined by GEOID03.
 CQ1068
 CQ1068.The dynamic height is computed by dividing the NAVD 88
 CQ1068.geopotential number by the normal gravity value computed on the
 CQ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1068.degrees latitude (g = 980.6199 gals.).
 CQ1068
 CQ1068.The modeled gravity was interpolated from observed gravity values.
 CQ1068
 CQ1068;                    North         East    Units  Estimated Accuracy
 CQ1068;SPC LA N     -   254,300.      984,960.      MT  (+/- 180 meters Scaled)
 CQ1068
 CQ1068                          SUPERSEDED SURVEY CONTROL
 CQ1068
 CQ1068  NGVD 29 (??/??/??)   70.024  (m)          229.74   (f) ADJUSTED    2 0
 CQ1068
 CQ1068.Superseded values are not recommended for survey control.
 CQ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1068.See file dsdata.txt to determine how the superseded data were derived.
 CQ1068
 CQ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS317284(NAD 83)
 CQ1068_MARKER: DD = SURVEY DISK
 CQ1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1068_STAMPING: 56V53 1968
 CQ1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1068+STABILITY: SURFACE MOTION
 CQ1068
 CQ1068  HISTORY     - Date     Condition        Report By
 CQ1068  HISTORY     - 1968     MONUMENTED       LADH
 CQ1068
 CQ1068                          STATION DESCRIPTION
 CQ1068
 CQ1068'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1068'1.9 MI S FROM BERNICE.
 CQ1068'LOCATED 1.9 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1068'IN BERNICE TO THE MARK ON THE LEFT IN SECTION 22, T21N, R3W.  IT IS
 CQ1068'119 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 76 FEET EAST OF A
 CQ1068'FENCE CORNER, 49 FEET EAST OF A TWIN 12-INCH SWEET GUM TREE, 1 FOOT
 CQ1068'NORTH OF A FENCE ON THE HARVEY GRAY FARM AND 2 FEET WEST OF A STEEL
 CQ1068'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V53 1968
 CQ1068'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1120 ***********************************************************************
 CQ1120  DESIGNATION -  56 V 54 LADH
 CQ1120  PID         -  CQ1120
 CQ1120  STATE/COUNTY-  LA/UNION
 CQ1120  USGS QUAD   -  BERNICE (1985)
 CQ1120
 CQ1120                         *CURRENT SURVEY CONTROL
 CQ1120  ___________________________________________________________________
 CQ1120* NAD 83(1986)-  32 48 25.     (N)    092 39 39.     (W)     SCALED    
 CQ1120* NAVD 88     -        67.479  (meters)     221.39   (feet)  ADJUSTED  
 CQ1120  ___________________________________________________________________
 CQ1120  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1120  DYNAMIC HT  -          67.405 (meters)     221.14  (feet)  COMP
 CQ1120  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CQ1120
 CQ1120  VERT ORDER  -  SECOND    CLASS 0
 CQ1120
 CQ1120.The horizontal coordinates were scaled from a topographic map and have
 CQ1120.an estimated accuracy of +/- 6 seconds.
 CQ1120
 CQ1120.The orthometric height was determined by differential leveling
 CQ1120.and adjusted by the National Geodetic Survey in June 1991..
 CQ1120
 CQ1120.The geoid height was determined by GEOID03.
 CQ1120
 CQ1120.The dynamic height is computed by dividing the NAVD 88
 CQ1120.geopotential number by the normal gravity value computed on the
 CQ1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1120.degrees latitude (g = 980.6199 gals.).
 CQ1120
 CQ1120.The modeled gravity was interpolated from observed gravity values.
 CQ1120
 CQ1120;                    North         East    Units  Estimated Accuracy
 CQ1120;SPC LA N     -   255,810.      984,940.      MT  (+/- 180 meters Scaled)
 CQ1120
 CQ1120                          SUPERSEDED SURVEY CONTROL
 CQ1120
 CQ1120  NGVD 29 (??/??/??)   67.582  (m)          221.73   (f) ADJUSTED    2 0
 CQ1120
 CQ1120.Superseded values are not recommended for survey control.
 CQ1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1120.See file dsdata.txt to determine how the superseded data were derived.
 CQ1120
 CQ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS317299(NAD 83)
 CQ1120_MARKER: DD = SURVEY DISK
 CQ1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1120_STAMPING: 56V54 1968
 CQ1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1120+STABILITY: SURFACE MOTION
 CQ1120
 CQ1120  HISTORY     - Date     Condition        Report By
 CQ1120  HISTORY     - 1968     MONUMENTED       LADH
 CQ1120  HISTORY     - 1969     GOOD             LADH
 CQ1120
 CQ1120                          STATION DESCRIPTION
 CQ1120
 CQ1120'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1120'1.0 MI S FROM BERNICE.
 CQ1120'LOCATED 1.0 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1120'BERNICE TO THE MARK ON THE LEFT.  IT IS 159 FEET EAST OF THE
 CQ1120'CENTERLINE OF THE HIGHWAY, 80 FEET SOUTH OF THE A. Y. GREEN SOUTHWEST
 CQ1120'HOUSE CORNER, 52 FEET SOUTH OF A 14-INCH WATER OAK TREE AND 2 FEET
 CQ1120'WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK
 CQ1120'STAMPED 56V54 1968 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ1120'4-INCHES.  SECTION 15, T 21N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1121 ***********************************************************************
 CQ1121  DESIGNATION -  56 V 55 LADH
 CQ1121  PID         -  CQ1121
 CQ1121  STATE/COUNTY-  LA/UNION
 CQ1121  USGS QUAD   -  BERNICE (1985)
 CQ1121
 CQ1121                         *CURRENT SURVEY CONTROL
 CQ1121  ___________________________________________________________________
 CQ1121* NAD 83(1986)-  32 49 10.     (N)    092 39 25.     (W)     SCALED    
 CQ1121* NAVD 88     -        68.477  (meters)     224.66   (feet)  ADJUSTED  
 CQ1121  ___________________________________________________________________
 CQ1121  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1121  DYNAMIC HT  -          68.402 (meters)     224.42  (feet)  COMP
 CQ1121  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CQ1121
 CQ1121  VERT ORDER  -  SECOND    CLASS 0
 CQ1121
 CQ1121.The horizontal coordinates were scaled from a topographic map and have
 CQ1121.an estimated accuracy of +/- 6 seconds.
 CQ1121
 CQ1121.The orthometric height was determined by differential leveling
 CQ1121.and adjusted by the National Geodetic Survey in June 1991..
 CQ1121
 CQ1121.The geoid height was determined by GEOID03.
 CQ1121
 CQ1121.The dynamic height is computed by dividing the NAVD 88
 CQ1121.geopotential number by the normal gravity value computed on the
 CQ1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1121.degrees latitude (g = 980.6199 gals.).
 CQ1121
 CQ1121.The modeled gravity was interpolated from observed gravity values.
 CQ1121
 CQ1121;                    North         East    Units  Estimated Accuracy
 CQ1121;SPC LA N     -   257,190.      985,300.      MT  (+/- 180 meters Scaled)
 CQ1121
 CQ1121                          SUPERSEDED SURVEY CONTROL
 CQ1121
 CQ1121  NGVD 29 (??/??/??)   68.578  (m)          224.99   (f) ADJUSTED    2 0
 CQ1121
 CQ1121.Superseded values are not recommended for survey control.
 CQ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1121.See file dsdata.txt to determine how the superseded data were derived.
 CQ1121
 CQ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS321313(NAD 83)
 CQ1121_MARKER: DD = SURVEY DISK
 CQ1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1121_STAMPING: 56V55 1968
 CQ1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1121+STABILITY: SURFACE MOTION
 CQ1121
 CQ1121  HISTORY     - Date     Condition        Report By
 CQ1121  HISTORY     - 1968     MONUMENTED       LADH
 CQ1121  HISTORY     - 1969     GOOD             LADH
 CQ1121
 CQ1121                          STATION DESCRIPTION
 CQ1121
 CQ1121'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1121'0.1 MI S FROM BERNICE.
 CQ1121'LOCATED 0.1 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1121'IN BERNICE TO THE MARK ON THE LEFT.  IT IS 130 FEET EAST OF THE
 CQ1121'CENTERLINE OF THE HIGHWAY, 168 FEET SOUTH OF THE FRONT SOUTHWEST
 CQ1121'CORNER OF THE FIRST BAPTIST CHURCH OF BERNICE, 43 FEET EAST OF A
 CQ1121'30-INCH SWEET GUM TREE AND 2 FEET WEST OF A STEEL WITNESS POST.  IT IS
 CQ1121'A LDH AND C AND GS B. M. DISK STAMPED 56V55 1968 AND SET IN THE TOP OF
 CQ1121'A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 10, T 21N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1071 ***********************************************************************
 CQ1071  DESIGNATION -  56 V 56 LADH
 CQ1071  PID         -  CQ1071
 CQ1071  STATE/COUNTY-  LA/UNION
 CQ1071  USGS QUAD   -  BERNICE (1985)
 CQ1071
 CQ1071                         *CURRENT SURVEY CONTROL
 CQ1071  ___________________________________________________________________
 CQ1071* NAD 83(1986)-  32 49 57.     (N)    092 39 34.     (W)     SCALED    
 CQ1071* NAVD 88     -        66.268  (meters)     217.41   (feet)  ADJUSTED  
 CQ1071  ___________________________________________________________________
 CQ1071  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1071  DYNAMIC HT  -          66.196 (meters)     217.18  (feet)  COMP
 CQ1071  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 CQ1071
 CQ1071  VERT ORDER  -  SECOND    CLASS 0
 CQ1071
 CQ1071.The horizontal coordinates were scaled from a topographic map and have
 CQ1071.an estimated accuracy of +/- 6 seconds.
 CQ1071
 CQ1071.The orthometric height was determined by differential leveling
 CQ1071.and adjusted by the National Geodetic Survey in June 1991..
 CQ1071
 CQ1071.The geoid height was determined by GEOID03.
 CQ1071
 CQ1071.The dynamic height is computed by dividing the NAVD 88
 CQ1071.geopotential number by the normal gravity value computed on the
 CQ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1071.degrees latitude (g = 980.6199 gals.).
 CQ1071
 CQ1071.The modeled gravity was interpolated from observed gravity values.
 CQ1071
 CQ1071;                    North         East    Units  Estimated Accuracy
 CQ1071;SPC LA N     -   258,640.      985,070.      MT  (+/- 180 meters Scaled)
 CQ1071
 CQ1071                          SUPERSEDED SURVEY CONTROL
 CQ1071
 CQ1071  NGVD 29 (??/??/??)   66.370  (m)          217.75   (f) ADJUSTED    2 0
 CQ1071
 CQ1071.Superseded values are not recommended for survey control.
 CQ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1071.See file dsdata.txt to determine how the superseded data were derived.
 CQ1071
 CQ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS318327(NAD 83)
 CQ1071_MARKER: DD = SURVEY DISK
 CQ1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1071_STAMPING: 56V56 1968
 CQ1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1071+STABILITY: SURFACE MOTION
 CQ1071
 CQ1071  HISTORY     - Date     Condition        Report By
 CQ1071  HISTORY     - 1968     MONUMENTED       LADH
 CQ1071
 CQ1071                          STATION DESCRIPTION
 CQ1071
 CQ1071'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1071'0.8 MI N FROM BERNICE.
 CQ1071'LOCATED 0.8 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1071'BERNICE TO THE MARK ON THE RIGHT IN SECTION 10, T21N, R3W.  IT IS 157
 CQ1071'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 110 FEET SOUTHEAST OF THE
 CQ1071'MAURY DAVIS SOUTHEAST HOUSE CORNER, 6 FEET SOUTH OF A 20-INCH FORKED
 CQ1071'WHITE OAK TREE AND 2 FEET WEST OF A STEEL WITNESS POST.  IT IS A LDH
 CQ1071'AND C AND GS B. M. DISK STAMPED 56V56 1968 AND SET IN THE TOP OF A
 CQ1071'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- IT IS 0.9 MILES NORTH OF
 CQ1071'B. M. 56V55 (LDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1072 ***********************************************************************
 CQ1072  DESIGNATION -  56 V 57 LADH
 CQ1072  PID         -  CQ1072
 CQ1072  STATE/COUNTY-  LA/UNION
 CQ1072  USGS QUAD   -  BERNICE (1985)
 CQ1072
 CQ1072                         *CURRENT SURVEY CONTROL
 CQ1072  ___________________________________________________________________
 CQ1072* NAD 83(1986)-  32 50 49.     (N)    092 39 34.     (W)     SCALED    
 CQ1072* NAVD 88     -        55.403  (meters)     181.77   (feet)  ADJUSTED  
 CQ1072  ___________________________________________________________________
 CQ1072  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ1072  DYNAMIC HT  -          55.342 (meters)     181.57  (feet)  COMP
 CQ1072  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 CQ1072
 CQ1072  VERT ORDER  -  SECOND    CLASS 0
 CQ1072
 CQ1072.The horizontal coordinates were scaled from a topographic map and have
 CQ1072.an estimated accuracy of +/- 6 seconds.
 CQ1072
 CQ1072.The orthometric height was determined by differential leveling
 CQ1072.and adjusted by the National Geodetic Survey in June 1991..
 CQ1072
 CQ1072.The geoid height was determined by GEOID03.
 CQ1072
 CQ1072.The dynamic height is computed by dividing the NAVD 88
 CQ1072.geopotential number by the normal gravity value computed on the
 CQ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1072.degrees latitude (g = 980.6199 gals.).
 CQ1072
 CQ1072.The modeled gravity was interpolated from observed gravity values.
 CQ1072
 CQ1072;                    North         East    Units  Estimated Accuracy
 CQ1072;SPC LA N     -   260,240.      985,070.      MT  (+/- 180 meters Scaled)
 CQ1072
 CQ1072                          SUPERSEDED SURVEY CONTROL
 CQ1072
 CQ1072  NGVD 29 (??/??/??)   55.506  (m)          182.11   (f) ADJUSTED    2 0
 CQ1072
 CQ1072.Superseded values are not recommended for survey control.
 CQ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1072.See file dsdata.txt to determine how the superseded data were derived.
 CQ1072
 CQ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS318343(NAD 83)
 CQ1072_MARKER: DD = SURVEY DISK
 CQ1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1072_STAMPING: 56V57 1968
 CQ1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1072+STABILITY: SURFACE MOTION
 CQ1072
 CQ1072  HISTORY     - Date     Condition        Report By
 CQ1072  HISTORY     - 1968     MONUMENTED       LADH
 CQ1072
 CQ1072                          STATION DESCRIPTION
 CQ1072
 CQ1072'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1072'1.7 MI N FROM BERNICE.
 CQ1072'LOCATED 1.7 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1072'IN BERNICE TO THE MARK ON THE RIGHT IN SECTION 3, T21N, R3W.  IT IS
 CQ1072'114 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 171 FEET EAST OF A
 CQ1072'30-INCH RED OAK TREE AT THE J. B. FARRAR RESIDENCE, 2 FEET WEST OF AN
 CQ1072'OLD NET WIRE FENCE AND 1 FOOT WEST OF A STEEL WITNESS POST.  IT IS A
 CQ1072'LDH AND C AND GS B. M. DISK STAMPED 56V57 1968 AND SET IN THE TOP OF A
 CQ1072'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1073 ***********************************************************************
 CQ1073  DESIGNATION -  56 V 58 LADH
 CQ1073  PID         -  CQ1073
 CQ1073  STATE/COUNTY-  LA/UNION
 CQ1073  USGS QUAD   -  BERNICE (1985)
 CQ1073
 CQ1073                         *CURRENT SURVEY CONTROL
 CQ1073  ___________________________________________________________________
 CQ1073* NAD 83(1986)-  32 51 33.     (N)    092 39 27.     (W)     SCALED    
 CQ1073* NAVD 88     -        41.912  (meters)     137.51   (feet)  ADJUSTED  
 CQ1073  ___________________________________________________________________
 CQ1073  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1073  DYNAMIC HT  -          41.866 (meters)     137.36  (feet)  COMP
 CQ1073  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CQ1073
 CQ1073  VERT ORDER  -  SECOND    CLASS 0
 CQ1073
 CQ1073.The horizontal coordinates were scaled from a topographic map and have
 CQ1073.an estimated accuracy of +/- 6 seconds.
 CQ1073
 CQ1073.The orthometric height was determined by differential leveling
 CQ1073.and adjusted by the National Geodetic Survey in June 1991..
 CQ1073
 CQ1073.The geoid height was determined by GEOID03.
 CQ1073
 CQ1073.The dynamic height is computed by dividing the NAVD 88
 CQ1073.geopotential number by the normal gravity value computed on the
 CQ1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1073.degrees latitude (g = 980.6199 gals.).
 CQ1073
 CQ1073.The modeled gravity was interpolated from observed gravity values.
 CQ1073
 CQ1073;                    North         East    Units  Estimated Accuracy
 CQ1073;SPC LA N     -   261,600.      985,260.      MT  (+/- 180 meters Scaled)
 CQ1073
 CQ1073                          SUPERSEDED SURVEY CONTROL
 CQ1073
 CQ1073  NGVD 29 (??/??/??)   42.017  (m)          137.85   (f) ADJUSTED    2 0
 CQ1073
 CQ1073.Superseded values are not recommended for survey control.
 CQ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1073.See file dsdata.txt to determine how the superseded data were derived.
 CQ1073
 CQ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS320357(NAD 83)
 CQ1073_MARKER: DD = SURVEY DISK
 CQ1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1073_STAMPING: 56V58 1968
 CQ1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1073+STABILITY: SURFACE MOTION
 CQ1073
 CQ1073  HISTORY     - Date     Condition        Report By
 CQ1073  HISTORY     - 1968     MONUMENTED       LADH
 CQ1073
 CQ1073                          STATION DESCRIPTION
 CQ1073
 CQ1073'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1073'2.6 MI N FROM BERNICE.
 CQ1073'LOCATED 2.6 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1073'IN BERNICE TO THE MARK ON THE RIGHT IN SECTION 34, T22N, R3W.  IT IS
 CQ1073'121 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF 8-FOOT
 CQ1073'DITCH BANK, 35 FEET EAST OF A 12-INCH FORKED PINE TREE AND 2 FEET WEST
 CQ1073'OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED
 CQ1073'56V58 1968 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1074 ***********************************************************************
 CQ1074  DESIGNATION -  56 V 59 LADH
 CQ1074  PID         -  CQ1074
 CQ1074  STATE/COUNTY-  LA/UNION
 CQ1074  USGS QUAD   -  BERNICE (1985)
 CQ1074
 CQ1074                         *CURRENT SURVEY CONTROL
 CQ1074  ___________________________________________________________________
 CQ1074* NAD 83(1986)-  32 52 14.     (N)    092 39 22.     (W)     SCALED    
 CQ1074* NAVD 88     -        58.254  (meters)     191.12   (feet)  ADJUSTED  
 CQ1074  ___________________________________________________________________
 CQ1074  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ1074  DYNAMIC HT  -          58.190 (meters)     190.91  (feet)  COMP
 CQ1074  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 CQ1074
 CQ1074  VERT ORDER  -  SECOND    CLASS 0
 CQ1074
 CQ1074.The horizontal coordinates were scaled from a topographic map and have
 CQ1074.an estimated accuracy of +/- 6 seconds.
 CQ1074
 CQ1074.The orthometric height was determined by differential leveling
 CQ1074.and adjusted by the National Geodetic Survey in June 1991..
 CQ1074
 CQ1074.The geoid height was determined by GEOID03.
 CQ1074
 CQ1074.The dynamic height is computed by dividing the NAVD 88
 CQ1074.geopotential number by the normal gravity value computed on the
 CQ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1074.degrees latitude (g = 980.6199 gals.).
 CQ1074
 CQ1074.The modeled gravity was interpolated from observed gravity values.
 CQ1074
 CQ1074;                    North         East    Units  Estimated Accuracy
 CQ1074;SPC LA N     -   262,860.      985,390.      MT  (+/- 180 meters Scaled)
 CQ1074
 CQ1074                          SUPERSEDED SURVEY CONTROL
 CQ1074
 CQ1074  NGVD 29 (??/??/??)   58.358  (m)          191.46   (f) ADJUSTED    2 0
 CQ1074
 CQ1074.Superseded values are not recommended for survey control.
 CQ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1074.See file dsdata.txt to determine how the superseded data were derived.
 CQ1074
 CQ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS321369(NAD 83)
 CQ1074_MARKER: DD = SURVEY DISK
 CQ1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1074_STAMPING: 56V59 1968
 CQ1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1074+STABILITY: SURFACE MOTION
 CQ1074
 CQ1074  HISTORY     - Date     Condition        Report By
 CQ1074  HISTORY     - 1968     MONUMENTED       LADH
 CQ1074
 CQ1074                          STATION DESCRIPTION
 CQ1074
 CQ1074'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1074'3.3 MI N FROM BERNICE.
 CQ1074'LOCATED 3.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1074'IN BERNICE TO THE MARK ON THE RIGHT IN SECTION 26, T22N, R3W.  IT IS
 CQ1074'0.05 MILES NORTH OF GRAFTONS CROSSING (PARISH ROAD CROSSING HIGHWAY),
 CQ1074'133 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 105 FEET NORTH OF THE
 CQ1074'MARZELL KELLY NORTHWEST HOUSE CORNER, 9 FEET SOUTHWEST OF A 12-INCH
 CQ1074'PINE TREE AND 2 FEET WEST OF A STEEL WITNESS POST.  IT IS A LDH AND C
 CQ1074'AND GS B. M. DISK STAMPED 56V59 1968 AND SET IN THE TOP OF A CONCRETE
 CQ1074'POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0307 ***********************************************************************
 CQ0307  DESIGNATION -  56 V 6 LADH
 CQ0307  PID         -  CQ0307
 CQ0307  STATE/COUNTY-  LA/UNION
 CQ0307  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0307
 CQ0307                         *CURRENT SURVEY CONTROL
 CQ0307  ___________________________________________________________________
 CQ0307* NAD 83(1986)-  32 44 50.     (N)    092 25 31.     (W)     SCALED    
 CQ0307* NAVD 88     -        27.289  (meters)      89.53   (feet)  ADJUSTED  
 CQ0307  ___________________________________________________________________
 CQ0307  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0307  DYNAMIC HT  -          27.259 (meters)      89.43  (feet)  COMP
 CQ0307  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 CQ0307
 CQ0307  VERT ORDER  -  SECOND    CLASS 0
 CQ0307
 CQ0307.The horizontal coordinates were scaled from a topographic map and have
 CQ0307.an estimated accuracy of +/- 6 seconds.
 CQ0307
 CQ0307.The orthometric height was determined by differential leveling
 CQ0307.and adjusted by the National Geodetic Survey in June 1991..
 CQ0307
 CQ0307.The geoid height was determined by GEOID03.
 CQ0307
 CQ0307.The dynamic height is computed by dividing the NAVD 88
 CQ0307.geopotential number by the normal gravity value computed on the
 CQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0307.degrees latitude (g = 980.6199 gals.).
 CQ0307
 CQ0307.The modeled gravity was interpolated from observed gravity values.
 CQ0307
 CQ0307;                    North         East    Units  Estimated Accuracy
 CQ0307;SPC LA N     -   249,170.    1,007,000.      MT  (+/- 180 meters Scaled)
 CQ0307
 CQ0307                          SUPERSEDED SURVEY CONTROL
 CQ0307
 CQ0307  NGVD 29 (??/??/??)   27.378  (m)           89.82   (f) ADJUSTED    2 0
 CQ0307
 CQ0307.Superseded values are not recommended for survey control.
 CQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0307.See file dsdata.txt to determine how the superseded data were derived.
 CQ0307
 CQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS538234(NAD 83)
 CQ0307_MARKER: DE = TRAVERSE STATION DISK
 CQ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0307_STAMPING: 56V6 1967
 CQ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0307+STABILITY: SURFACE MOTION
 CQ0307
 CQ0307  HISTORY     - Date     Condition        Report By
 CQ0307  HISTORY     - 1967     MONUMENTED       LADH
 CQ0307  HISTORY     - 1967     GOOD             LADH
 CQ0307
 CQ0307                          STATION DESCRIPTION
 CQ0307
 CQ0307'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ0307'2.25 MI SW FROM FARMERVILLE.
 CQ0307'LOCATED 2.25 MILES SOUTH OF THE UNION PARISH COURTHOUSE IN FARMERVILLE
 CQ0307'ON STATE ROUTE 33.  IT IS 146 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CQ0307'HIGHWAY, 85 FEET SOUTHEAST OF OLD STATE HIGHWAY 15, 10 FEET SOUTHEAST
 CQ0307'OF A LDH CONCRETE RIGHT OF WAY MARKER AND 1.5 FEET EAST OF A METAL
 CQ0307'WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED 56V6
 CQ0307'1967, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1075 ***********************************************************************
 CQ1075  DESIGNATION -  56 V 60 LADH
 CQ1075  PID         -  CQ1075
 CQ1075  STATE/COUNTY-  LA/UNION
 CQ1075  USGS QUAD   -  LILLIE (1985)
 CQ1075
 CQ1075                         *CURRENT SURVEY CONTROL
 CQ1075  ___________________________________________________________________
 CQ1075* NAD 83(1986)-  32 52 49.     (N)    092 39 22.     (W)     SCALED    
 CQ1075* NAVD 88     -        46.462  (meters)     152.43   (feet)  ADJUSTED  
 CQ1075  ___________________________________________________________________
 CQ1075  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1075  DYNAMIC HT  -          46.411 (meters)     152.27  (feet)  COMP
 CQ1075  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CQ1075
 CQ1075  VERT ORDER  -  SECOND    CLASS 0
 CQ1075
 CQ1075.The horizontal coordinates were scaled from a topographic map and have
 CQ1075.an estimated accuracy of +/- 6 seconds.
 CQ1075
 CQ1075.The orthometric height was determined by differential leveling
 CQ1075.and adjusted by the National Geodetic Survey in June 1991..
 CQ1075
 CQ1075.The geoid height was determined by GEOID03.
 CQ1075
 CQ1075.The dynamic height is computed by dividing the NAVD 88
 CQ1075.geopotential number by the normal gravity value computed on the
 CQ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1075.degrees latitude (g = 980.6199 gals.).
 CQ1075
 CQ1075.The modeled gravity was interpolated from observed gravity values.
 CQ1075
 CQ1075;                    North         East    Units  Estimated Accuracy
 CQ1075;SPC LA N     -   263,940.      985,390.      MT  (+/- 180 meters Scaled)
 CQ1075
 CQ1075                          SUPERSEDED SURVEY CONTROL
 CQ1075
 CQ1075  NGVD 29 (??/??/??)   46.567  (m)          152.78   (f) ADJUSTED    2 0
 CQ1075
 CQ1075.Superseded values are not recommended for survey control.
 CQ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1075.See file dsdata.txt to determine how the superseded data were derived.
 CQ1075
 CQ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS321380(NAD 83)
 CQ1075_MARKER: DD = SURVEY DISK
 CQ1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1075_STAMPING: 56V60 1968
 CQ1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1075+STABILITY: SURFACE MOTION
 CQ1075
 CQ1075  HISTORY     - Date     Condition        Report By
 CQ1075  HISTORY     - 1968     MONUMENTED       LADH
 CQ1075
 CQ1075                          STATION DESCRIPTION
 CQ1075
 CQ1075'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1075'4.0 MI N FROM BERNICE.
 CQ1075'LOCATED 4.0 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1075'IN BERNICE TO THE MARK ON THE RIGHT IN SECTION 23, T22N, R3W.  IT IS
 CQ1075'216 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET SOUTH OF THE
 CQ1075'NORTHEAST BOUNDRY FENCE CORNER OF A ROADSIDE PARK, 1 FOOT WEST OF THE
 CQ1075'EAST BOUNDRY FENCE AND 1 FOOT WEST OF A STEEL WITNESS POST.  IT IS A
 CQ1075'LDH AND C AND GS B. M. DISK STAMPED 56V60 1968 AND SET IN THE TOP OF A
 CQ1075'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1076 ***********************************************************************
 CQ1076  DESIGNATION -  56 V 61 LADH
 CQ1076  PID         -  CQ1076
 CQ1076  STATE/COUNTY-  LA/UNION
 CQ1076  USGS QUAD   -  LILLIE (1985)
 CQ1076
 CQ1076                         *CURRENT SURVEY CONTROL
 CQ1076  ___________________________________________________________________
 CQ1076* NAD 83(1986)-  32 53 41.     (N)    092 39 29.     (W)     SCALED    
 CQ1076* NAVD 88     -        32.629  (meters)     107.05   (feet)  ADJUSTED  
 CQ1076  ___________________________________________________________________
 CQ1076  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1076  DYNAMIC HT  -          32.593 (meters)     106.93  (feet)  COMP
 CQ1076  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 CQ1076
 CQ1076  VERT ORDER  -  SECOND    CLASS 0
 CQ1076
 CQ1076.The horizontal coordinates were scaled from a topographic map and have
 CQ1076.an estimated accuracy of +/- 6 seconds.
 CQ1076
 CQ1076.The orthometric height was determined by differential leveling
 CQ1076.and adjusted by the National Geodetic Survey in June 1991..
 CQ1076
 CQ1076.The geoid height was determined by GEOID03.
 CQ1076
 CQ1076.The dynamic height is computed by dividing the NAVD 88
 CQ1076.geopotential number by the normal gravity value computed on the
 CQ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1076.degrees latitude (g = 980.6199 gals.).
 CQ1076
 CQ1076.The modeled gravity was interpolated from observed gravity values.
 CQ1076
 CQ1076;                    North         East    Units  Estimated Accuracy
 CQ1076;SPC LA N     -   265,540.      985,210.      MT  (+/- 180 meters Scaled)
 CQ1076
 CQ1076                          SUPERSEDED SURVEY CONTROL
 CQ1076
 CQ1076  NGVD 29 (??/??/??)   32.734  (m)          107.39   (f) ADJUSTED    2 0
 CQ1076
 CQ1076.Superseded values are not recommended for survey control.
 CQ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1076.See file dsdata.txt to determine how the superseded data were derived.
 CQ1076
 CQ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS319396(NAD 83)
 CQ1076_MARKER: DD = SURVEY DISK
 CQ1076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1076_SP_SET: BRIDGE
 CQ1076_STAMPING: 56V61 1968
 CQ1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1076
 CQ1076  HISTORY     - Date     Condition        Report By
 CQ1076  HISTORY     - 1968     MONUMENTED       LADH
 CQ1076
 CQ1076                          STATION DESCRIPTION
 CQ1076
 CQ1076'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1076'4.9 MI N FROM BERNICE.
 CQ1076'LOCATED 4.9 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1076'IN BERNICE TO THE MARK ON THE LEFT IN SECTION 15, T22N, R3W.  IT IS IN
 CQ1076'THE SIDEWALK ON THE SOUTHWEST CORNER OF CORNIE BAYOU MIDDLE SLOUGH
 CQ1076'BRIDGE, 14 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET NORTH
 CQ1076'OF A CONCRETE GUARD RAIL POST, 0.5 FOOT ABOVE THE ELEVATION OF THE
 CQ1076'ADJACENT ROADWAY PAVEMENT, 0.9 FOOT WEST OF THE EAST EDGE OF THE WEST
 CQ1076'SIDEWALK AND 2 FEET EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C
 CQ1076'AND GS B. M. DISK DRILLED IN THE BRIDGE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1077 ***********************************************************************
 CQ1077  DESIGNATION -  56 V 62 LADH
 CQ1077  PID         -  CQ1077
 CQ1077  STATE/COUNTY-  LA/UNION
 CQ1077  USGS QUAD   -  LILLIE (1985)
 CQ1077
 CQ1077                         *CURRENT SURVEY CONTROL
 CQ1077  ___________________________________________________________________
 CQ1077* NAD 83(1986)-  32 54 30.     (N)    092 39 16.     (W)     SCALED    
 CQ1077* NAVD 88     -        42.634  (meters)     139.88   (feet)  ADJUSTED  
 CQ1077  ___________________________________________________________________
 CQ1077  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1077  DYNAMIC HT  -          42.587 (meters)     139.72  (feet)  COMP
 CQ1077  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 CQ1077
 CQ1077  VERT ORDER  -  SECOND    CLASS 0
 CQ1077
 CQ1077.The horizontal coordinates were scaled from a topographic map and have
 CQ1077.an estimated accuracy of +/- 6 seconds.
 CQ1077
 CQ1077.The orthometric height was determined by differential leveling
 CQ1077.and adjusted by the National Geodetic Survey in June 1991..
 CQ1077
 CQ1077.The geoid height was determined by GEOID03.
 CQ1077
 CQ1077.The dynamic height is computed by dividing the NAVD 88
 CQ1077.geopotential number by the normal gravity value computed on the
 CQ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1077.degrees latitude (g = 980.6199 gals.).
 CQ1077
 CQ1077.The modeled gravity was interpolated from observed gravity values.
 CQ1077
 CQ1077;                    North         East    Units  Estimated Accuracy
 CQ1077;SPC LA N     -   267,050.      985,550.      MT  (+/- 180 meters Scaled)
 CQ1077
 CQ1077                          SUPERSEDED SURVEY CONTROL
 CQ1077
 CQ1077  NGVD 29 (??/??/??)   42.738  (m)          140.22   (f) ADJUSTED    2 0
 CQ1077
 CQ1077.Superseded values are not recommended for survey control.
 CQ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1077.See file dsdata.txt to determine how the superseded data were derived.
 CQ1077
 CQ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS323411(NAD 83)
 CQ1077_MARKER: DD = SURVEY DISK
 CQ1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1077_STAMPING: 56V62 1969
 CQ1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1077+STABILITY: SURFACE MOTION
 CQ1077
 CQ1077  HISTORY     - Date     Condition        Report By
 CQ1077  HISTORY     - 1969     MONUMENTED       LADH
 CQ1077  HISTORY     - 1969     GOOD             LADH
 CQ1077
 CQ1077                          STATION DESCRIPTION
 CQ1077
 CQ1077'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1077'5.8 MI N FROM BERNICE.
 CQ1077'LOCATED 5.8 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1077'BERNICE TO THE MARK ON THE RIGHT.  IT IS 389 FEET EAST OF THE
 CQ1077'CENTERLINE OF THE HIGHWAY, 44 FEET SOUTH OF THE CENTERLINE OF AN
 CQ1077'ASPHALT PARISH ROAD, 5 1/2 FEET SOUTHWEST OF A 24 INCH WHITE OAK TREE,
 CQ1077'1 FOOT NORTH OF A NET WIRE FENCE ON A. R. COOK PROPERTY AND 2 FEET
 CQ1077'EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C. AND G.S. B.M. DISK
 CQ1077'STAMPED 56V62 1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CQ1077'INCHES.  SEC 11, T 22N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1081 ***********************************************************************
 CQ1081  DESIGNATION -  56 V 63 LADH
 CQ1081  PID         -  CQ1081
 CQ1081  STATE/COUNTY-  LA/UNION
 CQ1081  USGS QUAD   -  LILLIE (1985)
 CQ1081
 CQ1081                         *CURRENT SURVEY CONTROL
 CQ1081  ___________________________________________________________________
 CQ1081* NAD 83(1986)-  32 55 17.     (N)    092 39 18.     (W)     SCALED    
 CQ1081* NAVD 88     -        43.982  (meters)     144.30   (feet)  ADJUSTED  
 CQ1081  ___________________________________________________________________
 CQ1081  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1081  DYNAMIC HT  -          43.934 (meters)     144.14  (feet)  COMP
 CQ1081  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CQ1081
 CQ1081  VERT ORDER  -  SECOND    CLASS 0
 CQ1081
 CQ1081.The horizontal coordinates were scaled from a topographic map and have
 CQ1081.an estimated accuracy of +/- 6 seconds.
 CQ1081
 CQ1081.The orthometric height was determined by differential leveling
 CQ1081.and adjusted by the National Geodetic Survey in June 1991..
 CQ1081
 CQ1081.The geoid height was determined by GEOID03.
 CQ1081
 CQ1081.The dynamic height is computed by dividing the NAVD 88
 CQ1081.geopotential number by the normal gravity value computed on the
 CQ1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1081.degrees latitude (g = 980.6199 gals.).
 CQ1081
 CQ1081.The modeled gravity was interpolated from observed gravity values.
 CQ1081
 CQ1081;                    North         East    Units  Estimated Accuracy
 CQ1081;SPC LA N     -   268,500.      985,500.      MT  (+/- 180 meters Scaled)
 CQ1081
 CQ1081                          SUPERSEDED SURVEY CONTROL
 CQ1081
 CQ1081  NGVD 29 (??/??/??)   44.086  (m)          144.64   (f) ADJUSTED    2 0
 CQ1081
 CQ1081.Superseded values are not recommended for survey control.
 CQ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1081.See file dsdata.txt to determine how the superseded data were derived.
 CQ1081
 CQ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322426(NAD 83)
 CQ1081_MARKER: DD = SURVEY DISK
 CQ1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1081_STAMPING: 56V63 1969
 CQ1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1081+STABILITY: SURFACE MOTION
 CQ1081
 CQ1081  HISTORY     - Date     Condition        Report By
 CQ1081  HISTORY     - 1969     MONUMENTED       LADH
 CQ1081  HISTORY     - 1969     GOOD             LADH
 CQ1081
 CQ1081                          STATION DESCRIPTION
 CQ1081
 CQ1081'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1081'6.7 MI N FROM BERNICE.
 CQ1081'LOCATED 6.7 MILES NORTH ALONG U.S. HIGHWAY 167 FROM THE POST OFFICE IN
 CQ1081'BERNICE TO THE MARK ON THE RIGHT.  IT IS 173 FEET EAST OF THE
 CQ1081'CENTERLINE OF U.S. HIGHWAY 167, 91 FEET NORTH OF THE CENTERLINE OF
 CQ1081'STATE HIGHWAY LA 15, 16 FEET WEST OF A 12 INCH PINE TREE AND 1 1/2
 CQ1081'FEET EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND G.S. B.M.
 CQ1081'DISK STAMPED 56V63 1969 AND SET IN THE TOP OF A CONCRETE POST
 CQ1081'PROJECTING 4 INCHES.  SEC 2, T 22N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1082 ***********************************************************************
 CQ1082  DESIGNATION -  56 V 64 LADH
 CQ1082  PID         -  CQ1082
 CQ1082  STATE/COUNTY-  LA/UNION
 CQ1082  USGS QUAD   -  LILLIE (1985)
 CQ1082
 CQ1082                         *CURRENT SURVEY CONTROL
 CQ1082  ___________________________________________________________________
 CQ1082* NAD 83(1986)-  32 55 47.     (N)    092 39 20.     (W)     SCALED    
 CQ1082* NAVD 88     -        37.463  (meters)     122.91   (feet)  ADJUSTED  
 CQ1082  ___________________________________________________________________
 CQ1082  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1082  DYNAMIC HT  -          37.422 (meters)     122.78  (feet)  COMP
 CQ1082  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 CQ1082
 CQ1082  VERT ORDER  -  SECOND    CLASS 0
 CQ1082
 CQ1082.The horizontal coordinates were scaled from a topographic map and have
 CQ1082.an estimated accuracy of +/- 6 seconds.
 CQ1082
 CQ1082.The orthometric height was determined by differential leveling
 CQ1082.and adjusted by the National Geodetic Survey in June 1991..
 CQ1082
 CQ1082.The geoid height was determined by GEOID03.
 CQ1082
 CQ1082.The dynamic height is computed by dividing the NAVD 88
 CQ1082.geopotential number by the normal gravity value computed on the
 CQ1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1082.degrees latitude (g = 980.6199 gals.).
 CQ1082
 CQ1082.The modeled gravity was interpolated from observed gravity values.
 CQ1082
 CQ1082;                    North         East    Units  Estimated Accuracy
 CQ1082;SPC LA N     -   269,420.      985,450.      MT  (+/- 180 meters Scaled)
 CQ1082
 CQ1082                          SUPERSEDED SURVEY CONTROL
 CQ1082
 CQ1082  NGVD 29 (??/??/??)   37.568  (m)          123.25   (f) ADJUSTED    2 0
 CQ1082
 CQ1082.Superseded values are not recommended for survey control.
 CQ1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1082.See file dsdata.txt to determine how the superseded data were derived.
 CQ1082
 CQ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322435(NAD 83)
 CQ1082_MARKER: DD = SURVEY DISK
 CQ1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1082_STAMPING: 56V64 1969
 CQ1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1082+STABILITY: SURFACE MOTION
 CQ1082
 CQ1082  HISTORY     - Date     Condition        Report By
 CQ1082  HISTORY     - 1969     MONUMENTED       LADH
 CQ1082
 CQ1082                          STATION DESCRIPTION
 CQ1082
 CQ1082'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1082'7.2 MI SE FROM JUNCTION CITY.
 CQ1082'LOCATED 7.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 167 FROM THE POST
 CQ1082'OFFICE IN JUNCTION CITY, ARKANSAS TO THE MARK ON THE LEFT IN SECTION
 CQ1082'2, T22N, R3W.  0.6 MILES NORTH OF B. M. 56V63 (LDH).  IT IS IN THE
 CQ1082'VILLAGE OF LILLIE, 138 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 53
 CQ1082'FEET SOUTHEAST OF THE MRS. IONE BIVENS SOUTHWEST HOUSE CORNER, 1 FOOT
 CQ1082'WEST OF A NET WIRE FENCE CORNER AND 1 FOOT WEST OF A STEEL WITNESS
 CQ1082'POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V64 1969 AND SET
 CQ1082'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1083 ***********************************************************************
 CQ1083  DESIGNATION -  56 V 65 LADH
 CQ1083  PID         -  CQ1083
 CQ1083  STATE/COUNTY-  LA/UNION
 CQ1083  USGS QUAD   -  LILLIE (1985)
 CQ1083
 CQ1083                         *CURRENT SURVEY CONTROL
 CQ1083  ___________________________________________________________________
 CQ1083* NAD 83(1986)-  32 56 35.     (N)    092 39 37.     (W)     SCALED    
 CQ1083* NAVD 88     -        36.638  (meters)     120.20   (feet)  ADJUSTED  
 CQ1083  ___________________________________________________________________
 CQ1083  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1083  DYNAMIC HT  -          36.598 (meters)     120.07  (feet)  COMP
 CQ1083  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CQ1083
 CQ1083  VERT ORDER  -  SECOND    CLASS 0
 CQ1083
 CQ1083.The horizontal coordinates were scaled from a topographic map and have
 CQ1083.an estimated accuracy of +/- 6 seconds.
 CQ1083
 CQ1083.The orthometric height was determined by differential leveling
 CQ1083.and adjusted by the National Geodetic Survey in June 1991..
 CQ1083
 CQ1083.The geoid height was determined by GEOID03.
 CQ1083
 CQ1083.The dynamic height is computed by dividing the NAVD 88
 CQ1083.geopotential number by the normal gravity value computed on the
 CQ1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1083.degrees latitude (g = 980.6199 gals.).
 CQ1083
 CQ1083.The modeled gravity was interpolated from observed gravity values.
 CQ1083
 CQ1083;                    North         East    Units  Estimated Accuracy
 CQ1083;SPC LA N     -   270,900.      985,010.      MT  (+/- 180 meters Scaled)
 CQ1083
 CQ1083                          SUPERSEDED SURVEY CONTROL
 CQ1083
 CQ1083  NGVD 29 (??/??/??)   36.743  (m)          120.55   (f) ADJUSTED    2 0
 CQ1083
 CQ1083.Superseded values are not recommended for survey control.
 CQ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1083.See file dsdata.txt to determine how the superseded data were derived.
 CQ1083
 CQ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS317450(NAD 83)
 CQ1083_MARKER: DD = SURVEY DISK
 CQ1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1083_STAMPING: 56V65 1969
 CQ1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1083+STABILITY: SURFACE MOTION
 CQ1083
 CQ1083  HISTORY     - Date     Condition        Report By
 CQ1083  HISTORY     - 1969     MONUMENTED       LADH
 CQ1083
 CQ1083                          STATION DESCRIPTION
 CQ1083
 CQ1083'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1083'6.3 MI SE FROM JUNCTION CITY.
 CQ1083'LOCATED 6.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 167 FROM THE POST
 CQ1083'OFFICE IN JUNCTION CITY, ARKANSAS TO THE MARK ON THE RIGHT IN SECTION
 CQ1083'34, T23N, R3W.  IT IS 115 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CQ1083'HIGHWAY, 109 FEET NORTH OF THE BOONE FARRAR NORTHEAST HOUSE CORNER, 56
 CQ1083'FEET WEST OF A POWER POLE AND 3 FEET WEST OF A STEEL WITNESS POST. IT
 CQ1083'IS A LDH AND C AND GS B. M. DISK STAMPED 56V65 1969 AND SET IN THE TOP
 CQ1083'OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1084 ***********************************************************************
 CQ1084  DESIGNATION -  56 V 66 LADH
 CQ1084  PID         -  CQ1084
 CQ1084  STATE/COUNTY-  LA/UNION
 CQ1084  USGS QUAD   -  LILLIE (1985)
 CQ1084
 CQ1084                         *CURRENT SURVEY CONTROL
 CQ1084  ___________________________________________________________________
 CQ1084* NAD 83(1986)-  32 57 23.     (N)    092 40 03.     (W)     SCALED    
 CQ1084* NAVD 88     -        34.329  (meters)     112.63   (feet)  ADJUSTED  
 CQ1084  ___________________________________________________________________
 CQ1084  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1084  DYNAMIC HT  -          34.291 (meters)     112.50  (feet)  COMP
 CQ1084  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 CQ1084
 CQ1084  VERT ORDER  -  SECOND    CLASS 0
 CQ1084
 CQ1084.The horizontal coordinates were scaled from a topographic map and have
 CQ1084.an estimated accuracy of +/- 6 seconds.
 CQ1084
 CQ1084.The orthometric height was determined by differential leveling
 CQ1084.and adjusted by the National Geodetic Survey in June 1991..
 CQ1084
 CQ1084.The geoid height was determined by GEOID03.
 CQ1084
 CQ1084.The dynamic height is computed by dividing the NAVD 88
 CQ1084.geopotential number by the normal gravity value computed on the
 CQ1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1084.degrees latitude (g = 980.6199 gals.).
 CQ1084
 CQ1084.The modeled gravity was interpolated from observed gravity values.
 CQ1084
 CQ1084;                    North         East    Units  Estimated Accuracy
 CQ1084;SPC LA N     -   272,380.      984,340.      MT  (+/- 180 meters Scaled)
 CQ1084
 CQ1084                          SUPERSEDED SURVEY CONTROL
 CQ1084
 CQ1084  NGVD 29 (??/??/??)   34.434  (m)          112.97   (f) ADJUSTED    2 0
 CQ1084
 CQ1084.Superseded values are not recommended for survey control.
 CQ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1084.See file dsdata.txt to determine how the superseded data were derived.
 CQ1084
 CQ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS310465(NAD 83)
 CQ1084_MARKER: DD = SURVEY DISK
 CQ1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1084_STAMPING: 56V66 1969
 CQ1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1084+STABILITY: SURFACE MOTION
 CQ1084
 CQ1084  HISTORY     - Date     Condition        Report By
 CQ1084  HISTORY     - 1969     MONUMENTED       LADH
 CQ1084
 CQ1084                          STATION DESCRIPTION
 CQ1084
 CQ1084'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1084'5.2 MI SE FROM JUNCTION CITY.
 CQ1084'LOCATED 5.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 167 FROM THE POST
 CQ1084'OFFICE IN JUNCTION CITY, ARKANSAS TO THE MARK ON THE RIGHT IN SECTION
 CQ1084'27, T23N, R3W.  IT IS 149 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CQ1084'HIGHWAY, 100 FEET WEST OF A 20-INCH OAK TREE, 59 FEET SOUTHWEST OF A
 CQ1084'40-INCH OAK TREE AND 2 FEET WEST OF A STEEL WITNESS POST.  IT IS A LDH
 CQ1084'AND C AND GS B. M. DISK STAMPED 56V66 1969 AND SET IN THE TOP OF A
 CQ1084'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1085 ***********************************************************************
 CQ1085  DESIGNATION -  56 V 67 LADH
 CQ1085  PID         -  CQ1085
 CQ1085  STATE/COUNTY-  LA/UNION
 CQ1085  USGS QUAD   -  LILLIE (1985)
 CQ1085
 CQ1085                         *CURRENT SURVEY CONTROL
 CQ1085  ___________________________________________________________________
 CQ1085* NAD 83(1986)-  32 58 32.     (N)    092 41 09.     (W)     SCALED    
 CQ1085* NAVD 88     -        39.333  (meters)     129.04   (feet)  ADJUSTED  
 CQ1085  ___________________________________________________________________
 CQ1085  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ1085  DYNAMIC HT  -          39.290 (meters)     128.90  (feet)  COMP
 CQ1085  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 CQ1085
 CQ1085  VERT ORDER  -  SECOND    CLASS 0
 CQ1085
 CQ1085.The horizontal coordinates were scaled from a topographic map and have
 CQ1085.an estimated accuracy of +/- 6 seconds.
 CQ1085
 CQ1085.The orthometric height was determined by differential leveling
 CQ1085.and adjusted by the National Geodetic Survey in June 1991..
 CQ1085
 CQ1085.The geoid height was determined by GEOID03.
 CQ1085
 CQ1085.The dynamic height is computed by dividing the NAVD 88
 CQ1085.geopotential number by the normal gravity value computed on the
 CQ1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1085.degrees latitude (g = 980.6199 gals.).
 CQ1085
 CQ1085.The modeled gravity was interpolated from observed gravity values.
 CQ1085
 CQ1085;                    North         East    Units  Estimated Accuracy
 CQ1085;SPC LA N     -   274,510.      982,630.      MT  (+/- 180 meters Scaled)
 CQ1085
 CQ1085                          SUPERSEDED SURVEY CONTROL
 CQ1085
 CQ1085  NGVD 29 (??/??/??)   39.439  (m)          129.39   (f) ADJUSTED    2 0
 CQ1085
 CQ1085.Superseded values are not recommended for survey control.
 CQ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1085.See file dsdata.txt to determine how the superseded data were derived.
 CQ1085
 CQ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS293486(NAD 83)
 CQ1085_MARKER: DD = SURVEY DISK
 CQ1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1085_STAMPING: 56V67 1969
 CQ1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1085+STABILITY: SURFACE MOTION
 CQ1085
 CQ1085  HISTORY     - Date     Condition        Report By
 CQ1085  HISTORY     - 1969     MONUMENTED       LADH
 CQ1085
 CQ1085                          STATION DESCRIPTION
 CQ1085
 CQ1085'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1085'3.6 MI SE FROM JUNCTION CITY.
 CQ1085'LOCATED 3.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 167 FROM THE POST
 CQ1085'OFFICE IN JUNCTION CITY, ARKANSAS TO THE MARK ON THE LEFT IN SECTION
 CQ1085'16, T23N, R3W.  IT IS 0.5 MILE SOUTHEAST OF A CROSSROADS, 110 FEET
 CQ1085'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 67 FEET NORTHEAST OF A
 CQ1085'FENCE AND 1 FOOT NORTHEAST OF A STEEL WITNESS POST.  IT IS A LDH AND C
 CQ1085'AND GS B. M. DISK STAMPED 56V67 1969 AND SET IN THE TOP OF A CONCRETE
 CQ1085'POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1086 ***********************************************************************
 CQ1086  DESIGNATION -  56 V 68 LADH
 CQ1086  PID         -  CQ1086
 CQ1086  STATE/COUNTY-  LA/UNION
 CQ1086  USGS QUAD   -  LILLIE (1985)
 CQ1086
 CQ1086                         *CURRENT SURVEY CONTROL
 CQ1086  ___________________________________________________________________
 CQ1086* NAD 83(1986)-  32 59 10.     (N)    092 41 58.     (W)     SCALED    
 CQ1086* NAVD 88     -        53.364  (meters)     175.08   (feet)  ADJUSTED  
 CQ1086  ___________________________________________________________________
 CQ1086  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ1086  DYNAMIC HT  -          53.306 (meters)     174.89  (feet)  COMP
 CQ1086  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 CQ1086
 CQ1086  VERT ORDER  -  SECOND    CLASS 0
 CQ1086
 CQ1086.The horizontal coordinates were scaled from a topographic map and have
 CQ1086.an estimated accuracy of +/- 6 seconds.
 CQ1086
 CQ1086.The orthometric height was determined by differential leveling
 CQ1086.and adjusted by the National Geodetic Survey in June 1991..
 CQ1086
 CQ1086.The geoid height was determined by GEOID03.
 CQ1086
 CQ1086.The dynamic height is computed by dividing the NAVD 88
 CQ1086.geopotential number by the normal gravity value computed on the
 CQ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1086.degrees latitude (g = 980.6199 gals.).
 CQ1086
 CQ1086.The modeled gravity was interpolated from observed gravity values.
 CQ1086
 CQ1086;                    North         East    Units  Estimated Accuracy
 CQ1086;SPC LA N     -   275,680.      981,360.      MT  (+/- 180 meters Scaled)
 CQ1086
 CQ1086                          SUPERSEDED SURVEY CONTROL
 CQ1086
 CQ1086  NGVD 29 (??/??/??)   53.471  (m)          175.43   (f) ADJUSTED    2 0
 CQ1086
 CQ1086.Superseded values are not recommended for survey control.
 CQ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1086.See file dsdata.txt to determine how the superseded data were derived.
 CQ1086
 CQ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS280497(NAD 83)
 CQ1086_MARKER: DD = SURVEY DISK
 CQ1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1086_STAMPING: 56V68 1969
 CQ1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1086+STABILITY: SURFACE MOTION
 CQ1086
 CQ1086  HISTORY     - Date     Condition        Report By
 CQ1086  HISTORY     - 1969     MONUMENTED       LADH
 CQ1086
 CQ1086                          STATION DESCRIPTION
 CQ1086
 CQ1086'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1086'2.6 MI SE FROM JUNCTION CITY.
 CQ1086'LOCATED 2.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 167 FROM THE POST
 CQ1086'OFFICE IN JUNCTION CITY, ARKANSAS TO THE MARK ON THE LEFT IN SECTION
 CQ1086'17, T23N, R3W.  IT IS 0.1 MILE SOUTHEAST OF A CROSSROADS, 119 FEET
 CQ1086'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 136 FEET SOUTH OF A
 CQ1086'48-INCH OAK TREE, 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A STEEL
 CQ1086'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V68 1969
 CQ1086'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1087 ***********************************************************************
 CQ1087  DESIGNATION -  56 V 69 LADH
 CQ1087  PID         -  CQ1087
 CQ1087  STATE/COUNTY-  LA/UNION
 CQ1087  USGS QUAD   -  LILLIE (1985)
 CQ1087
 CQ1087                         *CURRENT SURVEY CONTROL
 CQ1087  ___________________________________________________________________
 CQ1087* NAD 83(1986)-  32 59 39.     (N)    092 42 35.     (W)     SCALED    
 CQ1087* NAVD 88     -        48.003  (meters)     157.49   (feet)  ADJUSTED  
 CQ1087  ___________________________________________________________________
 CQ1087  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1087  DYNAMIC HT  -          47.951 (meters)     157.32  (feet)  COMP
 CQ1087  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 CQ1087
 CQ1087  VERT ORDER  -  SECOND    CLASS 0
 CQ1087
 CQ1087.The horizontal coordinates were scaled from a topographic map and have
 CQ1087.an estimated accuracy of +/- 6 seconds.
 CQ1087
 CQ1087.The orthometric height was determined by differential leveling
 CQ1087.and adjusted by the National Geodetic Survey in June 1991..
 CQ1087
 CQ1087.The geoid height was determined by GEOID03.
 CQ1087
 CQ1087.The dynamic height is computed by dividing the NAVD 88
 CQ1087.geopotential number by the normal gravity value computed on the
 CQ1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1087.degrees latitude (g = 980.6199 gals.).
 CQ1087
 CQ1087.The modeled gravity was interpolated from observed gravity values.
 CQ1087
 CQ1087;                    North         East    Units  Estimated Accuracy
 CQ1087;SPC LA N     -   276,580.      980,400.      MT  (+/- 180 meters Scaled)
 CQ1087
 CQ1087                          SUPERSEDED SURVEY CONTROL
 CQ1087
 CQ1087  NGVD 29 (??/??/??)   48.110  (m)          157.84   (f) ADJUSTED    2 0
 CQ1087
 CQ1087.Superseded values are not recommended for survey control.
 CQ1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1087.See file dsdata.txt to determine how the superseded data were derived.
 CQ1087
 CQ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS271506(NAD 83)
 CQ1087_MARKER: DD = SURVEY DISK
 CQ1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1087_STAMPING: 56V69 1969
 CQ1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1087+STABILITY: SURFACE MOTION
 CQ1087
 CQ1087  HISTORY     - Date     Condition        Report By
 CQ1087  HISTORY     - 1969     MONUMENTED       LADH
 CQ1087
 CQ1087                          STATION DESCRIPTION
 CQ1087
 CQ1087'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1087'1.8 MI SE FROM JUNCTION CITY.
 CQ1087'LOCATED 1.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 167 FROM THE POST
 CQ1087'OFFICE IN JUNCTION CITY, ARKANSAS TO THE MARK ON THE LEFT IN SECTION
 CQ1087'7, T23N, R3W.  IT IS 130 FEET NORTHEAST OF THE CENTERLINE OF THE
 CQ1087'HIGHWAY, 89 FEET SOUTHEAST OF THE CENTERLINE OF THE S. J. CARTER
 CQ1087'DRIVEWAY, 1 FOOT EAST OF A FENCE AND 1 1/2 FEET WEST OF A STEEL
 CQ1087'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V69 1969
 CQ1087'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0308 ***********************************************************************
 CQ0308  DESIGNATION -  56 V 7 LADH
 CQ0308  PID         -  CQ0308
 CQ0308  STATE/COUNTY-  LA/UNION
 CQ0308  USGS QUAD   -  FARMERVILLE (1988)
 CQ0308
 CQ0308                         *CURRENT SURVEY CONTROL
 CQ0308  ___________________________________________________________________
 CQ0308* NAD 83(1986)-  32 45 24.     (N)    092 24 53.     (W)     SCALED    
 CQ0308* NAVD 88     -        29.458  (meters)      96.65   (feet)  ADJUSTED  
 CQ0308  ___________________________________________________________________
 CQ0308  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ0308  DYNAMIC HT  -          29.426 (meters)      96.54  (feet)  COMP
 CQ0308  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CQ0308
 CQ0308  VERT ORDER  -  SECOND    CLASS 0
 CQ0308
 CQ0308.The horizontal coordinates were scaled from a topographic map and have
 CQ0308.an estimated accuracy of +/- 6 seconds.
 CQ0308
 CQ0308.The orthometric height was determined by differential leveling
 CQ0308.and adjusted by the National Geodetic Survey in June 1991..
 CQ0308
 CQ0308.The geoid height was determined by GEOID03.
 CQ0308
 CQ0308.The dynamic height is computed by dividing the NAVD 88
 CQ0308.geopotential number by the normal gravity value computed on the
 CQ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0308.degrees latitude (g = 980.6199 gals.).
 CQ0308
 CQ0308.The modeled gravity was interpolated from observed gravity values.
 CQ0308
 CQ0308;                    North         East    Units  Estimated Accuracy
 CQ0308;SPC LA N     -   250,220.    1,007,990.      MT  (+/- 180 meters Scaled)
 CQ0308
 CQ0308                          SUPERSEDED SURVEY CONTROL
 CQ0308
 CQ0308  NGVD 29 (??/??/??)   29.548  (m)           96.94   (f) ADJUSTED    2 0
 CQ0308
 CQ0308.Superseded values are not recommended for survey control.
 CQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0308.See file dsdata.txt to determine how the superseded data were derived.
 CQ0308
 CQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS548244(NAD 83)
 CQ0308_MARKER: DE = TRAVERSE STATION DISK
 CQ0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0308_SP_SET: BRIDGE
 CQ0308_STAMPING: 56V7 1967
 CQ0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0308
 CQ0308  HISTORY     - Date     Condition        Report By
 CQ0308  HISTORY     - 1967     MONUMENTED       LADH
 CQ0308  HISTORY     - 1967     GOOD             LADH
 CQ0308  HISTORY     - 1988     GOOD             USPSQD
 CQ0308
 CQ0308                          STATION DESCRIPTION
 CQ0308
 CQ0308'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ0308'1.45 MI SW FROM FARMERVILLE.
 CQ0308'LOCATED 1.45 MILES SOUTH OF THE UNION PARISH COURTHOUSE IN FARMERVILLE
 CQ0308'ON STATE HIGHWAY 33.  IT IS IN THE SOUTHEAST END OF THE LAKE DARBONNE
 CQ0308'BRIDGE WHICH CROSSES BAYOU DARBONNE STREAM AND LAKE. IT IS A LDH AND C
 CQ0308'AND GS TRAVERSE DISK STAMPED 56V7 1967, SET IN THE SOUTHEAST END OF
 CQ0308'THE BRIDGE.
 CQ0308
 CQ0308                          STATION RECOVERY (1988)
 CQ0308
 CQ0308'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1088 ***********************************************************************
 CQ1088  DESIGNATION -  56 V 70 LADH
 CQ1088  PID         -  CQ1088
 CQ1088  STATE/COUNTY-  LA/UNION
 CQ1088  USGS QUAD   -  LILLIE (1985)
 CQ1088
 CQ1088                         *CURRENT SURVEY CONTROL
 CQ1088  ___________________________________________________________________
 CQ1088* NAD 83(1986)-  32 59 55.     (N)    092 43 01.     (W)     SCALED    
 CQ1088* NAVD 88     -        49.375  (meters)     161.99   (feet)  ADJUSTED  
 CQ1088  ___________________________________________________________________
 CQ1088  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1088  DYNAMIC HT  -          49.321 (meters)     161.81  (feet)  COMP
 CQ1088  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 CQ1088
 CQ1088  VERT ORDER  -  SECOND    CLASS 0
 CQ1088
 CQ1088.The horizontal coordinates were scaled from a topographic map and have
 CQ1088.an estimated accuracy of +/- 6 seconds.
 CQ1088
 CQ1088.The orthometric height was determined by differential leveling
 CQ1088.and adjusted by the National Geodetic Survey in June 1991..
 CQ1088
 CQ1088.The geoid height was determined by GEOID03.
 CQ1088
 CQ1088.The dynamic height is computed by dividing the NAVD 88
 CQ1088.geopotential number by the normal gravity value computed on the
 CQ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1088.degrees latitude (g = 980.6199 gals.).
 CQ1088
 CQ1088.The modeled gravity was interpolated from observed gravity values.
 CQ1088
 CQ1088;                    North         East    Units  Estimated Accuracy
 CQ1088;SPC LA N     -   277,070.      979,720.      MT  (+/- 180 meters Scaled)
 CQ1088
 CQ1088                          SUPERSEDED SURVEY CONTROL
 CQ1088
 CQ1088  NGVD 29 (??/??/??)   49.481  (m)          162.34   (f) ADJUSTED    2 0
 CQ1088
 CQ1088.Superseded values are not recommended for survey control.
 CQ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1088.See file dsdata.txt to determine how the superseded data were derived.
 CQ1088
 CQ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS264511(NAD 83)
 CQ1088_MARKER: DD = SURVEY DISK
 CQ1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1088_STAMPING: 56V70 1969
 CQ1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1088+STABILITY: SURFACE MOTION
 CQ1088
 CQ1088  HISTORY     - Date     Condition        Report By
 CQ1088  HISTORY     - 1969     MONUMENTED       LADH
 CQ1088
 CQ1088                          STATION DESCRIPTION
 CQ1088
 CQ1088'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1088'1.0 MI S FROM JUNCTION CITY.
 CQ1088'LOCATED 1.0 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1088'IN JUNCTION CITY, ARKANSAS TO THE MARK ON THE LEFT IN SECTION 7, T23N,
 CQ1088'R3W.  IT IS 0.2 MILE SOUTHEAST OF THE INTERSECTION OF PINE STREET AND
 CQ1088'U. S. HIGHWAY 167, 121 FEET NORTHEAST OF THE CENTERLINE OF THE
 CQ1088'HIGHWAY, 101 FEET NORTH OF A BOX CULVERT NORTHEAST HEADWALL, 81 FEET
 CQ1088'NORTHEAST OF A FENCE AND 2 FEET NORTHEAST OF A STEEL WITNESS POST. IT
 CQ1088'IS A LDH AND C AND GS B. M. DISK STAMPED 56V70 1969 AND SET IN THE TOP
 CQ1088'OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0299 ***********************************************************************
 DL0299  DESIGNATION -  56 V 71
 DL0299  PID         -  DL0299
 DL0299  STATE/COUNTY-  LA/UNION
 DL0299  USGS QUAD   -  JUNCTION CITY (1981)
 DL0299
 DL0299                         *CURRENT SURVEY CONTROL
 DL0299  ___________________________________________________________________
 DL0299* NAD 83(1986)-  33 00 47.     (N)    092 43 31.     (W)     SCALED    
 DL0299* NAVD 88     -        58.108  (meters)     190.64   (feet)  ADJUSTED  
 DL0299  ___________________________________________________________________
 DL0299  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0299  DYNAMIC HT  -          58.045 (meters)     190.44  (feet)  COMP
 DL0299  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 DL0299
 DL0299  VERT ORDER  -  SECOND    CLASS 0
 DL0299
 DL0299.The horizontal coordinates were scaled from a topographic map and have
 DL0299.an estimated accuracy of +/- 6 seconds.
 DL0299
 DL0299.The orthometric height was determined by differential leveling
 DL0299.and adjusted by the National Geodetic Survey in June 1991..
 DL0299
 DL0299.The geoid height was determined by GEOID03.
 DL0299
 DL0299.The dynamic height is computed by dividing the NAVD 88
 DL0299.geopotential number by the normal gravity value computed on the
 DL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0299.degrees latitude (g = 980.6199 gals.).
 DL0299
 DL0299.The modeled gravity was interpolated from observed gravity values.
 DL0299
 DL0299;                    North         East    Units  Estimated Accuracy
 DL0299;SPC LA N     -   278,680.      978,950.      MT  (+/- 180 meters Scaled)
 DL0299
 DL0299                          SUPERSEDED SURVEY CONTROL
 DL0299
 DL0299  NGVD 29 (??/??/92)   58.215  (m)          190.99   (f) ADJ UNCH    2 0
 DL0299
 DL0299.Superseded values are not recommended for survey control.
 DL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0299.See file dsdata.txt to determine how the superseded data were derived.
 DL0299
 DL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS256527(NAD 83)
 DL0299_MARKER: DD = SURVEY DISK
 DL0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0299_STAMPING: 56V71 1969
 DL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0299+STABILITY: SURFACE MOTION
 DL0299
 DL0299  HISTORY     - Date     Condition        Report By
 DL0299  HISTORY     - 1969     MONUMENTED       LADH
 DL0299
 DL0299                          STATION DESCRIPTION
 DL0299
 DL0299'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 DL0299'0.1 MI S FROM JUNCTION CITY.
 DL0299'LOCATED 0.1 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE IN
 DL0299'JUNCTION CITY, ARKANSAS TO THE MARK ON THE RIGHT IN SECTION 1, T23N,
 DL0299'R4W.  IT IS 115 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 167, 137
 DL0299'FEET NORTH OF THE CENTERLINE OF WEST 4TH. STREET, 26 FEET NORTH OF THE
 DL0299'NORTHWEST CORNER OF A TEXACO SERVICE STATION, 1 FOOT NORTH OF A 1 1/2
 DL0299'FOOT HIGH CONCRETE BLOCK RETAINER WALL AND 2 FEET WEST OF A STEEL
 DL0299'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V71 1969
 DL0299'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1155 ***********************************************************************
 CQ1155  DESIGNATION -  56 V 72 LADH
 CQ1155  PID         -  CQ1155
 CQ1155  STATE/COUNTY-  LA/UNION
 CQ1155  USGS QUAD   -  CEDARTON (1985)
 CQ1155
 CQ1155                         *CURRENT SURVEY CONTROL
 CQ1155  ___________________________________________________________________
 CQ1155* NAD 83(1986)-  32 41 11.     (N)    092 30 44.     (W)     SCALED    
 CQ1155* NAVD 88     -        77.616  (meters)     254.65   (feet)  ADJUSTED  
 CQ1155  ___________________________________________________________________
 CQ1155  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1155  DYNAMIC HT  -          77.530 (meters)     254.36  (feet)  COMP
 CQ1155  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CQ1155
 CQ1155  VERT ORDER  -  SECOND    CLASS 0
 CQ1155
 CQ1155.The horizontal coordinates were scaled from a topographic map and have
 CQ1155.an estimated accuracy of +/- 6 seconds.
 CQ1155
 CQ1155.The orthometric height was determined by differential leveling
 CQ1155.and adjusted by the National Geodetic Survey in June 1991..
 CQ1155
 CQ1155.The geoid height was determined by GEOID03.
 CQ1155
 CQ1155.The dynamic height is computed by dividing the NAVD 88
 CQ1155.geopotential number by the normal gravity value computed on the
 CQ1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1155.degrees latitude (g = 980.6199 gals.).
 CQ1155
 CQ1155.The modeled gravity was interpolated from observed gravity values.
 CQ1155
 CQ1155;                    North         East    Units  Estimated Accuracy
 CQ1155;SPC LA N     -   242,420.      998,850.      MT  (+/- 180 meters Scaled)
 CQ1155
 CQ1155                          SUPERSEDED SURVEY CONTROL
 CQ1155
 CQ1155  NGVD 29 (??/??/??)   77.695  (m)          254.90   (f) ADJUSTED    2 0
 CQ1155
 CQ1155.Superseded values are not recommended for survey control.
 CQ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1155.See file dsdata.txt to determine how the superseded data were derived.
 CQ1155
 CQ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS457166(NAD 83)
 CQ1155_MARKER: DD = SURVEY DISK
 CQ1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1155_STAMPING: 56V72 1969
 CQ1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1155+STABILITY: SURFACE MOTION
 CQ1155
 CQ1155  HISTORY     - Date     Condition        Report By
 CQ1155  HISTORY     - 1969     MONUMENTED       LADH
 CQ1155
 CQ1155                          STATION DESCRIPTION
 CQ1155
 CQ1155'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1155'10.2 MI SW FROM FARMERVILLE.
 CQ1155'LOCATED 7.8 MILES SOUTHWEST ALONG STATE HIGHWAY LA. 33 FROM THE UNION
 CQ1155'PARISH COURTHOUSE IN FARMERVILLE, THENCE ALONG STATE HIGHWAY LA. 151
 CQ1155'FOR 2.4 MILES TO THE MARK ON THE RIGHT.  IT IS 60 FEET NORTH OF THE
 CQ1155'CENTERLINE OF THE HIGHWAY, 212 FEET EAST OF THE CENTERLINE OF AN
 CQ1155'ASPHALT PARISH ROAD, 30 FEET NORTH OF A FENCE AND 1 FOOT NORTH OF A
 CQ1155'STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V72
 CQ1155'1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES. NOTE--
 CQ1155'IT IS 0.7 MILE EAST OF B. M. 31V78.  (LDH) SECTION 30, T 20N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0315 ***********************************************************************
 CQ0315  DESIGNATION -  56 V 73 LADH
 CQ0315  PID         -  CQ0315
 CQ0315  STATE/COUNTY-  LA/UNION
 CQ0315  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0315
 CQ0315                         *CURRENT SURVEY CONTROL
 CQ0315  ___________________________________________________________________
 CQ0315* NAD 83(1986)-  32 40 50.     (N)    092 29 57.     (W)     SCALED    
 CQ0315* NAVD 88     -        78.187  (meters)     256.52   (feet)  ADJUSTED  
 CQ0315  ___________________________________________________________________
 CQ0315  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0315  DYNAMIC HT  -          78.101 (meters)     256.24  (feet)  COMP
 CQ0315  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 CQ0315
 CQ0315  VERT ORDER  -  SECOND    CLASS 0
 CQ0315
 CQ0315.The horizontal coordinates were scaled from a topographic map and have
 CQ0315.an estimated accuracy of +/- 6 seconds.
 CQ0315
 CQ0315.The orthometric height was determined by differential leveling
 CQ0315.and adjusted by the National Geodetic Survey in June 1991..
 CQ0315
 CQ0315.The geoid height was determined by GEOID03.
 CQ0315
 CQ0315.The dynamic height is computed by dividing the NAVD 88
 CQ0315.geopotential number by the normal gravity value computed on the
 CQ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0315.degrees latitude (g = 980.6199 gals.).
 CQ0315
 CQ0315.The modeled gravity was interpolated from observed gravity values.
 CQ0315
 CQ0315;                    North         East    Units  Estimated Accuracy
 CQ0315;SPC LA N     -   241,780.    1,000,080.      MT  (+/- 180 meters Scaled)
 CQ0315
 CQ0315                          SUPERSEDED SURVEY CONTROL
 CQ0315
 CQ0315  NGVD 29 (??/??/??)   78.266  (m)          256.78   (f) ADJUSTED    2 0
 CQ0315
 CQ0315.Superseded values are not recommended for survey control.
 CQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0315.See file dsdata.txt to determine how the superseded data were derived.
 CQ0315
 CQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS469159(NAD 83)
 CQ0315_MARKER: DD = SURVEY DISK
 CQ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0315_STAMPING: 56V73 1969
 CQ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0315+STABILITY: SURFACE MOTION
 CQ0315
 CQ0315  HISTORY     - Date     Condition        Report By
 CQ0315  HISTORY     - 1969     MONUMENTED       LADH
 CQ0315  HISTORY     - 1969     GOOD             LADH
 CQ0315
 CQ0315                          STATION DESCRIPTION
 CQ0315
 CQ0315'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0315'9.3 MI SW FROM FARMERVILLE.
 CQ0315'LOCATED 7.8 MILES SOUTHWEST ALONG STATE HIGHWAY LA. 33 FROM THE UNION
 CQ0315'PARISH COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG STATE HIGHWAY LA.
 CQ0315'151 FOR 1.5 MILES TO THE MARK ON THE LEFT.  IT IS IN THE NORTHEAST
 CQ0315'CORNER OF AN OLD FARMYARD ON FRED REVELS PROPERTY, 85 FEET SOUTH OF
 CQ0315'THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A FENCE CORNER, 13 FEET
 CQ0315'EAST OF A POWER POLE AND 1 FOOT SOUTH OF A STEEL WITNESS POST. IT IS A
 CQ0315'LDH AND C AND GS B. M. DISK STAMPED 56V73 1969 AND SET IN THE TOP OF A
 CQ0315'CONCRETE POST PROJECTING 4-INCHES.  SECTION 32, T 20N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0316 ***********************************************************************
 CQ0316  DESIGNATION -  56 V 74 LADH
 CQ0316  PID         -  CQ0316
 CQ0316  STATE/COUNTY-  LA/UNION
 CQ0316  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ0316
 CQ0316                         *CURRENT SURVEY CONTROL
 CQ0316  ___________________________________________________________________
 CQ0316* NAD 83(1986)-  32 40 47.     (N)    092 28 58.     (W)     SCALED    
 CQ0316* NAVD 88     -        57.075  (meters)     187.25   (feet)  ADJUSTED  
 CQ0316  ___________________________________________________________________
 CQ0316  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0316  DYNAMIC HT  -          57.012 (meters)     187.05  (feet)  COMP
 CQ0316  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 CQ0316
 CQ0316  VERT ORDER  -  SECOND    CLASS 0
 CQ0316
 CQ0316.The horizontal coordinates were scaled from a topographic map and have
 CQ0316.an estimated accuracy of +/- 6 seconds.
 CQ0316
 CQ0316.The orthometric height was determined by differential leveling
 CQ0316.and adjusted by the National Geodetic Survey in June 1991..
 CQ0316
 CQ0316.The geoid height was determined by GEOID03.
 CQ0316
 CQ0316.The dynamic height is computed by dividing the NAVD 88
 CQ0316.geopotential number by the normal gravity value computed on the
 CQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0316.degrees latitude (g = 980.6199 gals.).
 CQ0316
 CQ0316.The modeled gravity was interpolated from observed gravity values.
 CQ0316
 CQ0316;                    North         East    Units  Estimated Accuracy
 CQ0316;SPC LA N     -   241,690.    1,001,620.      MT  (+/- 180 meters Scaled)
 CQ0316
 CQ0316                          SUPERSEDED SURVEY CONTROL
 CQ0316
 CQ0316  NGVD 29 (??/??/??)   57.155  (m)          187.52   (f) ADJUSTED    2 0
 CQ0316
 CQ0316.Superseded values are not recommended for survey control.
 CQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0316.See file dsdata.txt to determine how the superseded data were derived.
 CQ0316
 CQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS484159(NAD 83)
 CQ0316_MARKER: DD = SURVEY DISK
 CQ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0316_STAMPING: 56V74 1969
 CQ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0316+STABILITY: SURFACE MOTION
 CQ0316
 CQ0316  HISTORY     - Date     Condition        Report By
 CQ0316  HISTORY     - 1969     MONUMENTED       LADH
 CQ0316  HISTORY     - 1969     GOOD             LADH
 CQ0316
 CQ0316                          STATION DESCRIPTION
 CQ0316
 CQ0316'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0316'8.4 MI SW FROM FARMERVILLE.
 CQ0316'LOCATED 7.8 MILES SOUTHWEST ALONG STATE HIGHWAY LA. 33 FROM THE UNION
 CQ0316'PARISH COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG STATE HIGHWAY LA.
 CQ0316'151 FOR 0.6 MILE TO THE MARK ON THE RIGHT.  IT IS ON THE EAST SLOPE OF
 CQ0316'A HILL AT THE EAST EDGE OF THE GROVER DAVIS FARMYARD, 71 FEET SOUTH OF
 CQ0316'THE CENTERLINE OF THE HIGHWAY, 48 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ0316'A DRIVEWAY, 40 FEET SOUTH OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE
 CQ0316'CORNER AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  IT IS A LDH AND C
 CQ0316'AND GS B. M. DISK STAMPED 56V74 1969 AND SET IN THE TOP OF A CONCRETE
 CQ0316'POST PROJECTING 4-INCHES.  SECTION 32, T 20N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1122 ***********************************************************************
 CQ1122  DESIGNATION -  56 V 75 LADH
 CQ1122  PID         -  CQ1122
 CQ1122  STATE/COUNTY-  LA/UNION
 CQ1122  USGS QUAD   -  BERNICE (1985)
 CQ1122
 CQ1122                         *CURRENT SURVEY CONTROL
 CQ1122  ___________________________________________________________________
 CQ1122* NAD 83(1986)-  32 49 18.     (N)    092 39 09.     (W)     SCALED    
 CQ1122* NAVD 88     -        70.482  (meters)     231.24   (feet)  ADJUSTED  
 CQ1122  ___________________________________________________________________
 CQ1122  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1122  DYNAMIC HT  -          70.404 (meters)     230.98  (feet)  COMP
 CQ1122  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CQ1122
 CQ1122  VERT ORDER  -  SECOND    CLASS 0
 CQ1122
 CQ1122.The horizontal coordinates were scaled from a topographic map and have
 CQ1122.an estimated accuracy of +/- 6 seconds.
 CQ1122
 CQ1122.The orthometric height was determined by differential leveling
 CQ1122.and adjusted by the National Geodetic Survey in June 1991..
 CQ1122
 CQ1122.The geoid height was determined by GEOID03.
 CQ1122
 CQ1122.The dynamic height is computed by dividing the NAVD 88
 CQ1122.geopotential number by the normal gravity value computed on the
 CQ1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1122.degrees latitude (g = 980.6199 gals.).
 CQ1122
 CQ1122.The modeled gravity was interpolated from observed gravity values.
 CQ1122
 CQ1122;                    North         East    Units  Estimated Accuracy
 CQ1122;SPC LA N     -   257,440.      985,720.      MT  (+/- 180 meters Scaled)
 CQ1122
 CQ1122                          SUPERSEDED SURVEY CONTROL
 CQ1122
 CQ1122  NGVD 29 (??/??/??)   70.583  (m)          231.57   (f) ADJUSTED    2 0
 CQ1122
 CQ1122.Superseded values are not recommended for survey control.
 CQ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1122.See file dsdata.txt to determine how the superseded data were derived.
 CQ1122
 CQ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS325315(NAD 83)
 CQ1122_MARKER: DD = SURVEY DISK
 CQ1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1122_STAMPING: 56V75 1969
 CQ1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1122+STABILITY: SURFACE MOTION
 CQ1122
 CQ1122  HISTORY     - Date     Condition        Report By
 CQ1122  HISTORY     - 1969     MONUMENTED       LADH
 CQ1122
 CQ1122                          STATION DESCRIPTION
 CQ1122
 CQ1122'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1122'0.3 MI E FROM BERNICE.
 CQ1122'LOCATED 0.3 MILE EAST ALONG STATE HIGHWAY LA. 2 FROM THE POST OFFICE
 CQ1122'IN BERNICE TO THE MARK ON THE LEFT.  IT IS 209 FEET NORTH OF THE
 CQ1122'CENTERLINE OF THE HIGHWAY, 95 FEET EAST OF THE CENTERLINE OF 4TH.
 CQ1122'STREET, 52 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BERNICE CIVIC
 CQ1122'CLUB BUILDING AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST.  IT IS A
 CQ1122'LDH AND C AND GS B. M. DISK STAMPED 56V75 1969 AND SET IN THE TOP OF A
 CQ1122'CONCRETE POST PROJECTING 4-INCHES.  SECTION 11, T 21N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1123 ***********************************************************************
 CQ1123  DESIGNATION -  56 V 76 LADH
 CQ1123  PID         -  CQ1123
 CQ1123  STATE/COUNTY-  LA/UNION
 CQ1123  USGS QUAD   -  BERNICE (1985)
 CQ1123
 CQ1123                         *CURRENT SURVEY CONTROL
 CQ1123  ___________________________________________________________________
 CQ1123* NAD 83(1986)-  32 49 14.     (N)    092 38 05.     (W)     SCALED    
 CQ1123* NAVD 88     -        61.325  (meters)     201.20   (feet)  ADJUSTED  
 CQ1123  ___________________________________________________________________
 CQ1123  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1123  DYNAMIC HT  -          61.258 (meters)     200.98  (feet)  COMP
 CQ1123  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CQ1123
 CQ1123  VERT ORDER  -  SECOND    CLASS 0
 CQ1123
 CQ1123.The horizontal coordinates were scaled from a topographic map and have
 CQ1123.an estimated accuracy of +/- 6 seconds.
 CQ1123
 CQ1123.The orthometric height was determined by differential leveling
 CQ1123.and adjusted by the National Geodetic Survey in June 1991..
 CQ1123
 CQ1123.The geoid height was determined by GEOID03.
 CQ1123
 CQ1123.The dynamic height is computed by dividing the NAVD 88
 CQ1123.geopotential number by the normal gravity value computed on the
 CQ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1123.degrees latitude (g = 980.6199 gals.).
 CQ1123
 CQ1123.The modeled gravity was interpolated from observed gravity values.
 CQ1123
 CQ1123;                    North         East    Units  Estimated Accuracy
 CQ1123;SPC LA N     -   257,310.      987,380.      MT  (+/- 180 meters Scaled)
 CQ1123
 CQ1123                          SUPERSEDED SURVEY CONTROL
 CQ1123
 CQ1123  NGVD 29 (??/??/??)   61.426  (m)          201.53   (f) ADJUSTED    2 0
 CQ1123
 CQ1123.Superseded values are not recommended for survey control.
 CQ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1123.See file dsdata.txt to determine how the superseded data were derived.
 CQ1123
 CQ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS341314(NAD 83)
 CQ1123_MARKER: DD = SURVEY DISK
 CQ1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1123_STAMPING: 56V76 1969
 CQ1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1123+STABILITY: SURFACE MOTION
 CQ1123
 CQ1123  HISTORY     - Date     Condition        Report By
 CQ1123  HISTORY     - 1969     MONUMENTED       LADH
 CQ1123
 CQ1123                          STATION DESCRIPTION
 CQ1123
 CQ1123'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1123'1.3 MI E FROM BERNICE.
 CQ1123'LOCATED 1.3 MILES EAST ALONG STATE HIGHWAY LA. 2 FROM THE POST OFFICE
 CQ1123'IN BERNICE TO THE MARK ON THE RIGHT.  IT IS 109 FEET SOUTH OF THE
 CQ1123'CENTERLINE OF THE HIGHWAY, 142 FEET WEST OF THE HUGH MCGEE NORTHWEST
 CQ1123'HOUSE CORNER, 5 FEET NORTHWEST OF A 12-INCH PINE TREE AND 1 FOOT SOUTH
 CQ1123'OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED
 CQ1123'56V76 1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ1123'SECTION 12, T 21N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1124 ***********************************************************************
 CQ1124  DESIGNATION -  56 V 77 LADH
 CQ1124  PID         -  CQ1124
 CQ1124  STATE/COUNTY-  LA/UNION
 CQ1124  USGS QUAD   -  BERNICE (1985)
 CQ1124
 CQ1124                         *CURRENT SURVEY CONTROL
 CQ1124  ___________________________________________________________________
 CQ1124* NAD 83(1986)-  32 49 14.     (N)    092 37 35.     (W)     SCALED    
 CQ1124* NAVD 88     -        69.044  (meters)     226.52   (feet)  ADJUSTED  
 CQ1124  ___________________________________________________________________
 CQ1124  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1124  DYNAMIC HT  -          68.968 (meters)     226.27  (feet)  COMP
 CQ1124  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CQ1124
 CQ1124  VERT ORDER  -  SECOND    CLASS 0
 CQ1124
 CQ1124.The horizontal coordinates were scaled from a topographic map and have
 CQ1124.an estimated accuracy of +/- 6 seconds.
 CQ1124
 CQ1124.The orthometric height was determined by differential leveling
 CQ1124.and adjusted by the National Geodetic Survey in June 1991..
 CQ1124
 CQ1124.The geoid height was determined by GEOID03.
 CQ1124
 CQ1124.The dynamic height is computed by dividing the NAVD 88
 CQ1124.geopotential number by the normal gravity value computed on the
 CQ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1124.degrees latitude (g = 980.6199 gals.).
 CQ1124
 CQ1124.The modeled gravity was interpolated from observed gravity values.
 CQ1124
 CQ1124;                    North         East    Units  Estimated Accuracy
 CQ1124;SPC LA N     -   257,310.      988,160.      MT  (+/- 180 meters Scaled)
 CQ1124
 CQ1124                          SUPERSEDED SURVEY CONTROL
 CQ1124
 CQ1124  NGVD 29 (??/??/??)   69.145  (m)          226.85   (f) ADJUSTED    2 0
 CQ1124
 CQ1124.Superseded values are not recommended for survey control.
 CQ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1124.See file dsdata.txt to determine how the superseded data were derived.
 CQ1124
 CQ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS349314(NAD 83)
 CQ1124_MARKER: DD = SURVEY DISK
 CQ1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1124_STAMPING: 56V77 1969
 CQ1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1124+STABILITY: SURFACE MOTION
 CQ1124
 CQ1124  HISTORY     - Date     Condition        Report By
 CQ1124  HISTORY     - 1969     MONUMENTED       LADH
 CQ1124  HISTORY     - 1979     GOOD             LADH
 CQ1124
 CQ1124                          STATION DESCRIPTION
 CQ1124
 CQ1124'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1124'1.8 MI E FROM BERNICE.
 CQ1124'LOCATED 1.8 MILES EAST ALONG STATE HIGHWAY LA. 2 FROM THE POST OFFICE
 CQ1124'IN BERNICE TO THE MARK ON THE LEFT.  IT IS 1 FOOT EAST OF THE EAST
 CQ1124'BOUNDRY FENCE OF THE BERNICE WOOD CO., INC., 82 FEET NORTH OF THE
 CQ1124'CENTERLINE OF THE HIGHWAY, 54 FEET NORTH OF A FENCE CORNER, 54 FEET
 CQ1124'NORTH OF A POWER POLE AND 2 FEET NORTH OF A STEEL WITNESS POST.  IT IS
 CQ1124'A LDH AND C AND GS B. M. DISK STAMPED 56V77 1969 AND SET IN THE TOP OF
 CQ1124'A CONCRETE POST PROJECTING 4-INCHES.  SECTION 12, T 21N, R 3W.
 CQ1124
 CQ1124                          STATION RECOVERY (1979)
 CQ1124
 CQ1124'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1979
 CQ1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1127 ***********************************************************************
 CQ1127  DESIGNATION -  56 V 78 LADH
 CQ1127  PID         -  CQ1127
 CQ1127  STATE/COUNTY-  LA/UNION
 CQ1127  USGS QUAD   -  SHILOH (1985)
 CQ1127
 CQ1127                         *CURRENT SURVEY CONTROL
 CQ1127  ___________________________________________________________________
 CQ1127* NAD 83(1986)-  32 48 14.     (N)    092 36 13.     (W)     SCALED    
 CQ1127* NAVD 88     -        67.288  (meters)     220.76   (feet)  ADJUSTED  
 CQ1127  ___________________________________________________________________
 CQ1127  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1127  DYNAMIC HT  -          67.214 (meters)     220.52  (feet)  COMP
 CQ1127  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CQ1127
 CQ1127  VERT ORDER  -  SECOND    CLASS 0
 CQ1127
 CQ1127.The horizontal coordinates were scaled from a topographic map and have
 CQ1127.an estimated accuracy of +/- 6 seconds.
 CQ1127
 CQ1127.The orthometric height was determined by differential leveling
 CQ1127.and adjusted by the National Geodetic Survey in June 1991..
 CQ1127
 CQ1127.The geoid height was determined by GEOID03.
 CQ1127
 CQ1127.The dynamic height is computed by dividing the NAVD 88
 CQ1127.geopotential number by the normal gravity value computed on the
 CQ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1127.degrees latitude (g = 980.6199 gals.).
 CQ1127
 CQ1127.The modeled gravity was interpolated from observed gravity values.
 CQ1127
 CQ1127;                    North         East    Units  Estimated Accuracy
 CQ1127;SPC LA N     -   255,460.      990,300.      MT  (+/- 180 meters Scaled)
 CQ1127
 CQ1127                          SUPERSEDED SURVEY CONTROL
 CQ1127
 CQ1127  NGVD 29 (??/??/??)   67.386  (m)          221.08   (f) ADJUSTED    2 0
 CQ1127
 CQ1127.Superseded values are not recommended for survey control.
 CQ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1127.See file dsdata.txt to determine how the superseded data were derived.
 CQ1127
 CQ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS371296(NAD 83)
 CQ1127_MARKER: DD = SURVEY DISK
 CQ1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1127_STAMPING: 56V78 1969
 CQ1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1127+STABILITY: SURFACE MOTION
 CQ1127
 CQ1127  HISTORY     - Date     Condition        Report By
 CQ1127  HISTORY     - 1969     MONUMENTED       LADH
 CQ1127
 CQ1127                          STATION DESCRIPTION
 CQ1127
 CQ1127'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1127'3.5 MI E FROM BERNICE.
 CQ1127'LOCATED 3.5 MILES EAST ALONG STATE HIGHWAY LA. 2 FROM THE POST OFFICE
 CQ1127'IN BERNICE TO THE MARK ON THE LEFT.  IT IS IN THE W. P. SMITH
 CQ1127'FARMYARD, 112 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET
 CQ1127'SOUTH OF A 27-INCH PINE TREE, 24 FEET SOUTHEAST OF THE CENTERLINE OF A
 CQ1127'DRIVEWAY, 1 FOOT SOUTHEAST OF A FENCE AND 1 FOOT NORTHWEST OF A STEEL
 CQ1127'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V78 1969
 CQ1127'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES. SECTION 17,
 CQ1127'T 21N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1128 ***********************************************************************
 CQ1128  DESIGNATION -  56 V 79 LADH
 CQ1128  PID         -  CQ1128
 CQ1128  STATE/COUNTY-  LA/UNION
 CQ1128  USGS QUAD   -  SHILOH (1985)
 CQ1128
 CQ1128                         *CURRENT SURVEY CONTROL
 CQ1128  ___________________________________________________________________
 CQ1128* NAD 83(1986)-  32 47 38.     (N)    092 35 27.     (W)     SCALED    
 CQ1128* NAVD 88     -        74.630  (meters)     244.85   (feet)  ADJUSTED  
 CQ1128  ___________________________________________________________________
 CQ1128  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1128  DYNAMIC HT  -          74.547 (meters)     244.58  (feet)  COMP
 CQ1128  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CQ1128
 CQ1128  VERT ORDER  -  SECOND    CLASS 0
 CQ1128
 CQ1128.The horizontal coordinates were scaled from a topographic map and have
 CQ1128.an estimated accuracy of +/- 6 seconds.
 CQ1128
 CQ1128.The orthometric height was determined by differential leveling
 CQ1128.and adjusted by the National Geodetic Survey in June 1991..
 CQ1128
 CQ1128.The geoid height was determined by GEOID03.
 CQ1128
 CQ1128.The dynamic height is computed by dividing the NAVD 88
 CQ1128.geopotential number by the normal gravity value computed on the
 CQ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1128.degrees latitude (g = 980.6199 gals.).
 CQ1128
 CQ1128.The modeled gravity was interpolated from observed gravity values.
 CQ1128
 CQ1128;                    North         East    Units  Estimated Accuracy
 CQ1128;SPC LA N     -   254,350.      991,490.      MT  (+/- 180 meters Scaled)
 CQ1128
 CQ1128                          SUPERSEDED SURVEY CONTROL
 CQ1128
 CQ1128  NGVD 29 (??/??/??)   74.725  (m)          245.16   (f) ADJUSTED    2 0
 CQ1128
 CQ1128.Superseded values are not recommended for survey control.
 CQ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1128.See file dsdata.txt to determine how the superseded data were derived.
 CQ1128
 CQ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS383285(NAD 83)
 CQ1128_MARKER: DD = SURVEY DISK
 CQ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1128_STAMPING: 56V79 1969
 CQ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1128+STABILITY: SURFACE MOTION
 CQ1128
 CQ1128  HISTORY     - Date     Condition        Report By
 CQ1128  HISTORY     - 1969     MONUMENTED       LADH
 CQ1128
 CQ1128                          STATION DESCRIPTION
 CQ1128
 CQ1128'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1128'4.5 MI E FROM BERNICE.
 CQ1128'LOCATED 4.5 MILES EAST ALONG STATE HIGHWAY LA. 2 FROM THE POST OFFICE
 CQ1128'IN BERNICE TO THE MARK ON THE RIGHT.  IT IS 200 FEET SOUTH OF THE
 CQ1128'CENTERLINE OF THE HIGHWAY, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CQ1128'OF THE SHILOH BAPTIST CHURCH, 55 FEET NORTH OF THE CENTERLINE OF A
 CQ1128'PARISH ROAD, 43 FEET SOUTHWEST OF A WATER WELL AND 1 1/2 FEET SOUTH OF
 CQ1128'A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED
 CQ1128'56V79 1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
 CQ1128'SECTION 20, T 21N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0309 ***********************************************************************
 CQ0309  DESIGNATION -  56 V 8 LADH
 CQ0309  PID         -  CQ0309
 CQ0309  STATE/COUNTY-  LA/UNION
 CQ0309  USGS QUAD   -  FARMERVILLE (1988)
 CQ0309
 CQ0309                         *CURRENT SURVEY CONTROL
 CQ0309  ___________________________________________________________________
 CQ0309* NAD 83(1986)-  32 46 08.     (N)    092 24 26.     (W)     SCALED    
 CQ0309* NAVD 88     -        37.528  (meters)     123.12   (feet)  ADJUSTED  
 CQ0309  ___________________________________________________________________
 CQ0309  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ0309  DYNAMIC HT  -          37.487 (meters)     122.99  (feet)  COMP
 CQ0309  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CQ0309
 CQ0309  VERT ORDER  -  SECOND    CLASS 0
 CQ0309
 CQ0309.The horizontal coordinates were scaled from a topographic map and have
 CQ0309.an estimated accuracy of +/- 6 seconds.
 CQ0309
 CQ0309.The orthometric height was determined by differential leveling
 CQ0309.and adjusted by the National Geodetic Survey in June 1991..
 CQ0309
 CQ0309.The geoid height was determined by GEOID03.
 CQ0309
 CQ0309.The dynamic height is computed by dividing the NAVD 88
 CQ0309.geopotential number by the normal gravity value computed on the
 CQ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0309.degrees latitude (g = 980.6199 gals.).
 CQ0309
 CQ0309.The modeled gravity was interpolated from observed gravity values.
 CQ0309
 CQ0309;                    North         East    Units  Estimated Accuracy
 CQ0309;SPC LA N     -   251,580.    1,008,690.      MT  (+/- 180 meters Scaled)
 CQ0309
 CQ0309                          SUPERSEDED SURVEY CONTROL
 CQ0309
 CQ0309  NGVD 29 (??/??/??)   37.619  (m)          123.42   (f) ADJUSTED    2 0
 CQ0309
 CQ0309.Superseded values are not recommended for survey control.
 CQ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0309.See file dsdata.txt to determine how the superseded data were derived.
 CQ0309
 CQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS555258(NAD 83)
 CQ0309_MARKER: DE = TRAVERSE STATION DISK
 CQ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0309_STAMPING: 56V8 1967
 CQ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0309+STABILITY: SURFACE MOTION
 CQ0309
 CQ0309  HISTORY     - Date     Condition        Report By
 CQ0309  HISTORY     - 1967     MONUMENTED       LADH
 CQ0309  HISTORY     - 1969     GOOD             LADH
 CQ0309  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CQ0309
 CQ0309                          STATION DESCRIPTION
 CQ0309
 CQ0309'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0309'0.45 MI S FROM FARMERVILLE.
 CQ0309'LOCATED 0.45 MILE SOUTH OF THE UNION PARISH COURTHOUSE IN FARMERVILLE,
 CQ0309'ON STATE HIGHWAY LA 33.  IT IS 65 FEET EAST OF THE NORTHEAST CORNER OF
 CQ0309'A HOUSE OWNED BY MAUDE C. JOINER, 49 FEET NORTHEAST OF A 30 INCH WATER
 CQ0309'OAK TREE, 55 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 CQ0309'EAST OF A STEEL WITNESS POST.  IT IS A LDH AND C. AND G.S. TRAVERSE
 CQ0309'DISK STAMPED 56V8 1967 AND SET IN THE TOP OF A CONCRETE POST
 CQ0309'PROJECTING 1 INCH.  SEC 31, T 21N, R 1E.
 CQ0309
 CQ0309                          STATION RECOVERY (1988)
 CQ0309
 CQ0309'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2272 ***********************************************************************
 CQ2272  DESIGNATION -  56 V 8 LADTD RESET 1974
 CQ2272  PID         -  CQ2272
 CQ2272  STATE/COUNTY-  LA/UNION
 CQ2272  USGS QUAD   -  FARMERVILLE (1988)
 CQ2272
 CQ2272                         *CURRENT SURVEY CONTROL
 CQ2272  ___________________________________________________________________
 CQ2272* NAD 83(1986)-  32 46 08.     (N)    092 24 26.     (W)     SCALED    
 CQ2272* NAVD 88     -        47.708  (meters)     156.52   (feet)  ADJUSTED  
 CQ2272  ___________________________________________________________________
 CQ2272  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2272  DYNAMIC HT  -          47.655 (meters)     156.35  (feet)  COMP
 CQ2272  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CQ2272
 CQ2272  VERT ORDER  -  SECOND    CLASS I
 CQ2272
 CQ2272.The horizontal coordinates were scaled from a topographic map and have
 CQ2272.an estimated accuracy of +/- 6 seconds.
 CQ2272
 CQ2272.The orthometric height was determined by differential leveling
 CQ2272.and adjusted by the National Geodetic Survey in June 1991..
 CQ2272
 CQ2272.The geoid height was determined by GEOID03.
 CQ2272
 CQ2272.The dynamic height is computed by dividing the NAVD 88
 CQ2272.geopotential number by the normal gravity value computed on the
 CQ2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2272.degrees latitude (g = 980.6199 gals.).
 CQ2272
 CQ2272.The modeled gravity was interpolated from observed gravity values.
 CQ2272
 CQ2272;                    North         East    Units  Estimated Accuracy
 CQ2272;SPC LA N     -   251,580.    1,008,690.      MT  (+/- 180 meters Scaled)
 CQ2272
 CQ2272                          SUPERSEDED SURVEY CONTROL
 CQ2272
 CQ2272  NGVD 29 (??/??/??)   47.799  (m)          156.82   (f) ADJUSTED    2 1
 CQ2272
 CQ2272.Superseded values are not recommended for survey control.
 CQ2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2272.See file dsdata.txt to determine how the superseded data were derived.
 CQ2272
 CQ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS555258(NAD 83)
 CQ2272_MARKER: DD = SURVEY DISK
 CQ2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2272_STAMPING: 56V8 RESET 1974
 CQ2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2272+STABILITY: SURFACE MOTION
 CQ2272
 CQ2272  HISTORY     - Date     Condition        Report By
 CQ2272  HISTORY     - 1974     MONUMENTED       LADTD
 CQ2272  HISTORY     - 1975     GOOD             LADTD
 CQ2272
 CQ2272                          STATION DESCRIPTION
 CQ2272
 CQ2272'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ2272'0.2 MI S FROM FARMERVILLE.
 CQ2272'LOCATED 0.2 MILES SOUTH ALONG LA. STATE HIGHWAY 15 FROM THE COURTHOUSE
 CQ2272'IN FARMER VILLE, 148 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4
 CQ2272'FEET SOUTH OF THE SOUTHWEST CORNER OF A SHED OVER THE WASH RACK AT THE
 CQ2272'FORBESS TEXACO STATION, 49 FEET NORTH OF A POWER POLE, 63 FEET NORTH
 CQ2272'OF THE SOUTHWEST CORNER OF A CINDER BLOCK FORBESS TEXACO STATION, 121
 CQ2272'FEET EAST OF THE SOUTHEAST CORNER OF THE BRICK WELFARE OFFICE
 CQ2272'BUILDING.  IT IS 1 FOOT EAST OF A METAL WITNESS POST.  THE DISK IS SET
 CQ2272'IN THE TOP OF A 10-INCH ROUND CONCRETE POST SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1130 ***********************************************************************
 CQ1130  DESIGNATION -  56 V 80 LADH
 CQ1130  PID         -  CQ1130
 CQ1130  STATE/COUNTY-  LA/UNION
 CQ1130  USGS QUAD   -  SHILOH (1985)
 CQ1130
 CQ1130                         *CURRENT SURVEY CONTROL
 CQ1130  ___________________________________________________________________
 CQ1130* NAD 83(1986)-  32 47 28.     (N)    092 34 43.     (W)     SCALED    
 CQ1130* NAVD 88     -        77.413  (meters)     253.98   (feet)  ADJUSTED  
 CQ1130  ___________________________________________________________________
 CQ1130  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1130  DYNAMIC HT  -          77.328 (meters)     253.70  (feet)  COMP
 CQ1130  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 CQ1130
 CQ1130  VERT ORDER  -  SECOND    CLASS 0
 CQ1130
 CQ1130.The horizontal coordinates were scaled from a topographic map and have
 CQ1130.an estimated accuracy of +/- 6 seconds.
 CQ1130
 CQ1130.The orthometric height was determined by differential leveling
 CQ1130.and adjusted by the National Geodetic Survey in June 1991..
 CQ1130
 CQ1130.The geoid height was determined by GEOID03.
 CQ1130
 CQ1130.The dynamic height is computed by dividing the NAVD 88
 CQ1130.geopotential number by the normal gravity value computed on the
 CQ1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1130.degrees latitude (g = 980.6199 gals.).
 CQ1130
 CQ1130.The modeled gravity was interpolated from observed gravity values.
 CQ1130
 CQ1130;                    North         East    Units  Estimated Accuracy
 CQ1130;SPC LA N     -   254,040.      992,640.      MT  (+/- 180 meters Scaled)
 CQ1130
 CQ1130                          SUPERSEDED SURVEY CONTROL
 CQ1130
 CQ1130  NGVD 29 (??/??/??)   77.506  (m)          254.28   (f) ADJUSTED    2 0
 CQ1130
 CQ1130.Superseded values are not recommended for survey control.
 CQ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1130.See file dsdata.txt to determine how the superseded data were derived.
 CQ1130
 CQ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS394282(NAD 83)
 CQ1130_MARKER: DD = SURVEY DISK
 CQ1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1130_STAMPING: 56V80 1969
 CQ1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1130+STABILITY: SURFACE MOTION
 CQ1130
 CQ1130  HISTORY     - Date     Condition        Report By
 CQ1130  HISTORY     - 1969     MONUMENTED       LADH
 CQ1130
 CQ1130                          STATION DESCRIPTION
 CQ1130
 CQ1130'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1130'5.3 MI E FROM BERNICE.
 CQ1130'LOCATED 5.3 MILES EAST ALONG STATE HIGHWAY LA. 2 FROM THE POST OFFICE
 CQ1130'IN BERNICE TO THE MARK ON THE LEFT.  IT IS 100 FEET NORTH OF THE
 CQ1130'CENTERLINE OF THE HIGHWAY, 68 FEET WEST OF THE STARLIN TABOR NORTHWEST
 CQ1130'HOUSE CORNER, 69 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 CQ1130'AND 1 FOOT NORTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B.
 CQ1130'M. DISK STAMPED 56V80 1969 AND SET IN THE TOP OF A CONCRETE POST
 CQ1130'PROJECTING 5-INCHES.  SECTION 21, T 21N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1137 ***********************************************************************
 CQ1137  DESIGNATION -  56 V 81 LADH
 CQ1137  PID         -  CQ1137
 CQ1137  STATE/COUNTY-  LA/UNION
 CQ1137  USGS QUAD   -  SHILOH (1985)
 CQ1137
 CQ1137                         *CURRENT SURVEY CONTROL
 CQ1137  ___________________________________________________________________
 CQ1137* NAD 83(1986)-  32 47 19.     (N)    092 32 38.     (W)     SCALED    
 CQ1137* NAVD 88     -        68.354  (meters)     224.26   (feet)  ADJUSTED  
 CQ1137  ___________________________________________________________________
 CQ1137  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1137  DYNAMIC HT  -          68.279 (meters)     224.01  (feet)  COMP
 CQ1137  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 CQ1137
 CQ1137  VERT ORDER  -  SECOND    CLASS 0
 CQ1137
 CQ1137.The horizontal coordinates were scaled from a topographic map and have
 CQ1137.an estimated accuracy of +/- 6 seconds.
 CQ1137
 CQ1137.The orthometric height was determined by differential leveling
 CQ1137.and adjusted by the National Geodetic Survey in June 1991..
 CQ1137
 CQ1137.The geoid height was determined by GEOID03.
 CQ1137
 CQ1137.The dynamic height is computed by dividing the NAVD 88
 CQ1137.geopotential number by the normal gravity value computed on the
 CQ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1137.degrees latitude (g = 980.6199 gals.).
 CQ1137
 CQ1137.The modeled gravity was interpolated from observed gravity values.
 CQ1137
 CQ1137;                    North         East    Units  Estimated Accuracy
 CQ1137;SPC LA N     -   253,760.      995,890.      MT  (+/- 180 meters Scaled)
 CQ1137
 CQ1137                          SUPERSEDED SURVEY CONTROL
 CQ1137
 CQ1137  NGVD 29 (??/??/??)   68.443  (m)          224.55   (f) ADJUSTED    2 0
 CQ1137
 CQ1137.Superseded values are not recommended for survey control.
 CQ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1137.See file dsdata.txt to determine how the superseded data were derived.
 CQ1137
 CQ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS427279(NAD 83)
 CQ1137_MARKER: DD = SURVEY DISK
 CQ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1137_STAMPING: 56V81 1969
 CQ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1137+STABILITY: SURFACE MOTION
 CQ1137
 CQ1137  HISTORY     - Date     Condition        Report By
 CQ1137  HISTORY     - 1969     MONUMENTED       LADH
 CQ1137
 CQ1137                          STATION DESCRIPTION
 CQ1137
 CQ1137'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1137'7.3 MI E FROM BERNICE.
 CQ1137'LOCATED 7.3 MILES EAST ALONG STATE HIGHWAY LA. 2 FROM THE POST OFFICE
 CQ1137'IN BERNICE TO THE MARK ON THE LEFT.  IT IS 139 FEET NORTH OF THE
 CQ1137'CENTERLINE OF THE HIGHWAY, 12 FEET WEST OF THE CENTERLINE OF A
 CQ1137'DRIVEWAY, 85 FEET NORTHWEST OF A 14-INCH PECAN TREE AND 4 FEET
 CQ1137'SOUTHWEST OF A STEEL GATE POST.  IT IS AT THE TOP OF A HILL ABOUT 2
 CQ1137'FEET EAST OF THE SALLEY FARM WEST BOUNDRY AND 1 FOOT NORTH OF A STEEL
 CQ1137'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V81 1969
 CQ1137'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION
 CQ1137'23, T 21N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1138 ***********************************************************************
 CQ1138  DESIGNATION -  56 V 82 LADH
 CQ1138  PID         -  CQ1138
 CQ1138  STATE/COUNTY-  LA/UNION
 CQ1138  USGS QUAD   -  SHILOH (1985)
 CQ1138
 CQ1138                         *CURRENT SURVEY CONTROL
 CQ1138  ___________________________________________________________________
 CQ1138* NAD 83(1986)-  32 47 09.     (N)    092 31 54.     (W)     SCALED    
 CQ1138* NAVD 88     -        38.723  (meters)     127.04   (feet)  ADJUSTED  
 CQ1138  ___________________________________________________________________
 CQ1138  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1138  DYNAMIC HT  -          38.680 (meters)     126.90  (feet)  COMP
 CQ1138  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CQ1138
 CQ1138  VERT ORDER  -  SECOND    CLASS 0
 CQ1138
 CQ1138.The horizontal coordinates were scaled from a topographic map and have
 CQ1138.an estimated accuracy of +/- 6 seconds.
 CQ1138
 CQ1138.The orthometric height was determined by differential leveling
 CQ1138.and adjusted by the National Geodetic Survey in June 1991..
 CQ1138
 CQ1138.The geoid height was determined by GEOID03.
 CQ1138
 CQ1138.The dynamic height is computed by dividing the NAVD 88
 CQ1138.geopotential number by the normal gravity value computed on the
 CQ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1138.degrees latitude (g = 980.6199 gals.).
 CQ1138
 CQ1138.The modeled gravity was interpolated from observed gravity values.
 CQ1138
 CQ1138;                    North         East    Units  Estimated Accuracy
 CQ1138;SPC LA N     -   253,450.      997,030.      MT  (+/- 180 meters Scaled)
 CQ1138
 CQ1138                          SUPERSEDED SURVEY CONTROL
 CQ1138
 CQ1138  NGVD 29 (??/??/??)   38.813  (m)          127.34   (f) ADJUSTED    2 0
 CQ1138
 CQ1138.Superseded values are not recommended for survey control.
 CQ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1138.See file dsdata.txt to determine how the superseded data were derived.
 CQ1138
 CQ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS438276(NAD 83)
 CQ1138_MARKER: DD = SURVEY DISK
 CQ1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1138_STAMPING: 56V82 1969
 CQ1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1138+STABILITY: SURFACE MOTION
 CQ1138
 CQ1138  HISTORY     - Date     Condition        Report By
 CQ1138  HISTORY     - 1969     MONUMENTED       LADH
 CQ1138
 CQ1138                          STATION DESCRIPTION
 CQ1138
 CQ1138'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1138'8.0 MI W FROM FARMERVILLE.
 CQ1138'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY LA. 2 FROM THE UNION PARISH
 CQ1138'COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG STATE HIGHWAY LA. 2 FOR
 CQ1138'7.5 MILES TO THE MARK ON THE LEFT.  IT IS 78 FEET SOUTHWEST OF THE
 CQ1138'CENTERLINE OF THE HIGHWAY, 74 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 CQ1138'BOX CULVERT, 48 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 CQ1138'AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B.
 CQ1138'M. DISK STAMPED 56V82 1969 AND SET IN THE TOP OF A CONCRETE POST
 CQ1138'PROJECTING 1-INCH.  SECTION 25, T 21N, R 2W.  NOTE-- IT IS 0.8 MILE
 CQ1138'EAST OF B. M. 56V81 (LDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1141 ***********************************************************************
 CQ1141  DESIGNATION -  56 V 83 LADH RESET 1972
 CQ1141  PID         -  CQ1141
 CQ1141  STATE/COUNTY-  LA/UNION
 CQ1141  USGS QUAD   -  SHILOH (1985)
 CQ1141
 CQ1141                         *CURRENT SURVEY CONTROL
 CQ1141  ___________________________________________________________________
 CQ1141* NAD 83(1986)-  32 47 22.     (N)    092 31 04.     (W)     SCALED    
 CQ1141* NAVD 88     -        66.75   (meters)     219.0    (feet)  RESET     
 CQ1141  ___________________________________________________________________
 CQ1141  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1141
 CQ1141  VERT ORDER  -  THIRD
 CQ1141
 CQ1141.The horizontal coordinates were scaled from a topographic map and have
 CQ1141.an estimated accuracy of +/- 6 seconds.
 CQ1141
 CQ1141.The orthometric height was computed from unverified reset data.
 CQ1141
 CQ1141.The geoid height was determined by GEOID03.
 CQ1141
 CQ1141;                    North         East    Units  Estimated Accuracy
 CQ1141;SPC LA N     -   253,850.      998,340.      MT  (+/- 180 meters Scaled)
 CQ1141
 CQ1141                          SUPERSEDED SURVEY CONTROL
 CQ1141
 CQ1141  NGVD 29 (??/??/??)   66.84   (m)          219.3    (f) RESET       3  
 CQ1141
 CQ1141.Superseded values are not recommended for survey control.
 CQ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1141.See file dsdata.txt to determine how the superseded data were derived.
 CQ1141
 CQ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS451280(NAD 83)
 CQ1141_MARKER: DD = SURVEY DISK
 CQ1141_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1141_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1141_STAMPING: 56V83 RESET 1972
 CQ1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1141
 CQ1141  HISTORY     - Date     Condition        Report By
 CQ1141  HISTORY     - 1972     MONUMENTED       NGS
 CQ1141
 CQ1141                          STATION DESCRIPTION
 CQ1141
 CQ1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CQ1141'6.7 MI W FROM FARMERVILLE.
 CQ1141'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ1141'COURTHOUSE IN FARMERVILLE THENCE WEST ALONG STATE HIGHWAY 2 FOR 6.7
 CQ1141'MILES TO THE MARK ON THE RIGHT, ABOUT 0.05 MILE EAST OF A PARISH ROAD
 CQ1141'LEADING SOUTH, ON PROPERTY OWNED BY MR. T.W. ELLICOTT.  IT IS 124 FEET
 CQ1141'NORTH OF THE CENTER OF THE ROAD, 4 FEET NORTH OF A FENCE CORNER AND 1
 CQ1141'FOOT NORTH OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED
 CQ1141'ON THE TOP OF A 3 FOOT SECTION OF COPPERWELD ROD FASTENED TO A 10-INCH
 CQ1141'SQUARE STEEL PLATE ENCASED IN A 4-INCH IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1142 ***********************************************************************
 CQ1142  DESIGNATION -  56 V 84 LADH
 CQ1142  PID         -  CQ1142
 CQ1142  STATE/COUNTY-  LA/UNION
 CQ1142  USGS QUAD   -  SHILOH (1985)
 CQ1142
 CQ1142                         *CURRENT SURVEY CONTROL
 CQ1142  ___________________________________________________________________
 CQ1142* NAD 83(1986)-  32 47 25.     (N)    092 30 12.     (W)     SCALED    
 CQ1142* NAVD 88     -        51.615  (meters)     169.34   (feet)  ADJUSTED  
 CQ1142  ___________________________________________________________________
 CQ1142  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1142  DYNAMIC HT  -          51.558 (meters)     169.15  (feet)  COMP
 CQ1142  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CQ1142
 CQ1142  VERT ORDER  -  SECOND    CLASS 0
 CQ1142
 CQ1142.The horizontal coordinates were scaled from a topographic map and have
 CQ1142.an estimated accuracy of +/- 6 seconds.
 CQ1142
 CQ1142.The orthometric height was determined by differential leveling
 CQ1142.and adjusted by the National Geodetic Survey in June 1991..
 CQ1142
 CQ1142.The geoid height was determined by GEOID03.
 CQ1142
 CQ1142.The dynamic height is computed by dividing the NAVD 88
 CQ1142.geopotential number by the normal gravity value computed on the
 CQ1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1142.degrees latitude (g = 980.6199 gals.).
 CQ1142
 CQ1142.The modeled gravity was interpolated from observed gravity values.
 CQ1142
 CQ1142;                    North         East    Units  Estimated Accuracy
 CQ1142;SPC LA N     -   253,950.      999,690.      MT  (+/- 180 meters Scaled)
 CQ1142
 CQ1142                          SUPERSEDED SURVEY CONTROL
 CQ1142
 CQ1142  NGVD 29 (??/??/??)   51.708  (m)          169.65   (f) ADJUSTED    2 0
 CQ1142
 CQ1142.Superseded values are not recommended for survey control.
 CQ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1142.See file dsdata.txt to determine how the superseded data were derived.
 CQ1142
 CQ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS465281(NAD 83)
 CQ1142_MARKER: DD = SURVEY DISK
 CQ1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1142_STAMPING: 56V84 1969
 CQ1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1142+STABILITY: SURFACE MOTION
 CQ1142
 CQ1142  HISTORY     - Date     Condition        Report By
 CQ1142  HISTORY     - 1969     MONUMENTED       LADH
 CQ1142
 CQ1142                          STATION DESCRIPTION
 CQ1142
 CQ1142'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1142'6.3 MI W FROM FARMERVILLE.
 CQ1142'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY LA. 2 FROM THE UNION PARISH
 CQ1142'COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG STATE HIGHWAY LA. 2 FOR
 CQ1142'5.8 MILES TO THE MARK ON THE RIGHT.  IT IS 0.1 MILE WEST OF THE ORIN
 CQ1142'LEE RESIDENCE.  IT IS 97 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CQ1142'50 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 11 FEET SOUTH
 CQ1142'OF A 15-INCH PIN OAK TREE AND 1 FOOT NORTH OF A STEEL WITNESS POST. IT
 CQ1142'IS A LDH AND C AND GS B. M. DISK STAMPED 56V84 1969 AND SET IN THE TOP
 CQ1142'OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION 19, T 21N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0196 ***********************************************************************
 CQ0196  DESIGNATION -  56 V 85 LADH
 CQ0196  PID         -  CQ0196
 CQ0196  STATE/COUNTY-  LA/UNION
 CQ0196  USGS QUAD   -  FARMERVILLE (1988)
 CQ0196
 CQ0196                         *CURRENT SURVEY CONTROL
 CQ0196  ___________________________________________________________________
 CQ0196* NAD 83(1986)-  32 47 13.     (N)    092 29 15.     (W)     SCALED    
 CQ0196* NAVD 88     -        67.609  (meters)     221.81   (feet)  ADJUSTED  
 CQ0196  ___________________________________________________________________
 CQ0196  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ0196  DYNAMIC HT  -          67.535 (meters)     221.57  (feet)  COMP
 CQ0196  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 CQ0196
 CQ0196  VERT ORDER  -  SECOND    CLASS 0
 CQ0196
 CQ0196.The horizontal coordinates were scaled from a topographic map and have
 CQ0196.an estimated accuracy of +/- 6 seconds.
 CQ0196
 CQ0196.The orthometric height was determined by differential leveling
 CQ0196.and adjusted by the National Geodetic Survey in June 1991..
 CQ0196
 CQ0196.The geoid height was determined by GEOID03.
 CQ0196
 CQ0196.The dynamic height is computed by dividing the NAVD 88
 CQ0196.geopotential number by the normal gravity value computed on the
 CQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0196.degrees latitude (g = 980.6199 gals.).
 CQ0196
 CQ0196.The modeled gravity was interpolated from observed gravity values.
 CQ0196
 CQ0196;                    North         East    Units  Estimated Accuracy
 CQ0196;SPC LA N     -   253,580.    1,001,170.      MT  (+/- 180 meters Scaled)
 CQ0196
 CQ0196                          SUPERSEDED SURVEY CONTROL
 CQ0196
 CQ0196  NGVD 29 (??/??/??)   67.703  (m)          222.12   (f) ADJUSTED    2 0
 CQ0196
 CQ0196.Superseded values are not recommended for survey control.
 CQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0196.See file dsdata.txt to determine how the superseded data were derived.
 CQ0196
 CQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS479277(NAD 83)
 CQ0196_MARKER: DD = SURVEY DISK
 CQ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0196_STAMPING: 56V85 1969
 CQ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0196+STABILITY: SURFACE MOTION
 CQ0196
 CQ0196  HISTORY     - Date     Condition        Report By
 CQ0196  HISTORY     - 1969     MONUMENTED       LADH
 CQ0196  HISTORY     - 1969     GOOD             LADH
 CQ0196  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CQ0196
 CQ0196                          STATION DESCRIPTION
 CQ0196
 CQ0196'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0196'5.3 MI W FROM FARMERVILLE.
 CQ0196'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY LA. 2 FROM THE UNION PARISH
 CQ0196'COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG STATE HIGHWAY LA. 2 FOR
 CQ0196'4.8 MILES TO THE MARK ON THE RIGHT.  IT IS AT THE TOP OF A HILL, 140
 CQ0196'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 88 FEET NORTH OF A WIRE
 CQ0196'GAP, 21 FEET EAST OF THEE CENTERLINE OF A WOODS ROAD, 270 FEET SOUTH
 CQ0196'OF A 43-INCH POST OAK TREE AND 1 FOOT NORTH OF A STEEL WITNESS POST.
 CQ0196'IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V85 1969 AND SET IN THE
 CQ0196'TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION 29, T 21N, R 1W.
 CQ0196
 CQ0196                          STATION RECOVERY (1988)
 CQ0196
 CQ0196'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0197 ***********************************************************************
 CQ0197  DESIGNATION -  56 V 86 LADH
 CQ0197  PID         -  CQ0197
 CQ0197  STATE/COUNTY-  LA/UNION
 CQ0197  USGS QUAD   -  FARMERVILLE (1988)
 CQ0197
 CQ0197                         *CURRENT SURVEY CONTROL
 CQ0197  ___________________________________________________________________
 CQ0197* NAD 83(1986)-  32 47 18.     (N)    092 28 21.     (W)     SCALED    
 CQ0197* NAVD 88     -        60.267  (meters)     197.73   (feet)  ADJUSTED  
 CQ0197  ___________________________________________________________________
 CQ0197  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ0197  DYNAMIC HT  -          60.201 (meters)     197.51  (feet)  COMP
 CQ0197  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CQ0197
 CQ0197  VERT ORDER  -  SECOND    CLASS 0
 CQ0197
 CQ0197.The horizontal coordinates were scaled from a topographic map and have
 CQ0197.an estimated accuracy of +/- 6 seconds.
 CQ0197
 CQ0197.The orthometric height was determined by differential leveling
 CQ0197.and adjusted by the National Geodetic Survey in June 1991..
 CQ0197
 CQ0197.The geoid height was determined by GEOID03.
 CQ0197
 CQ0197.The dynamic height is computed by dividing the NAVD 88
 CQ0197.geopotential number by the normal gravity value computed on the
 CQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0197.degrees latitude (g = 980.6199 gals.).
 CQ0197
 CQ0197.The modeled gravity was interpolated from observed gravity values.
 CQ0197
 CQ0197;                    North         East    Units  Estimated Accuracy
 CQ0197;SPC LA N     -   253,730.    1,002,580.      MT  (+/- 180 meters Scaled)
 CQ0197
 CQ0197                          SUPERSEDED SURVEY CONTROL
 CQ0197
 CQ0197  NGVD 29 (??/??/??)   60.364  (m)          198.04   (f) ADJUSTED    2 0
 CQ0197
 CQ0197.Superseded values are not recommended for survey control.
 CQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0197.See file dsdata.txt to determine how the superseded data were derived.
 CQ0197
 CQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS493279(NAD 83)
 CQ0197_MARKER: DD = SURVEY DISK
 CQ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0197_STAMPING: 56V86 1969
 CQ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0197+STABILITY: SURFACE MOTION
 CQ0197
 CQ0197  HISTORY     - Date     Condition        Report By
 CQ0197  HISTORY     - 1969     MONUMENTED       LADH
 CQ0197  HISTORY     - 1969     GOOD             LADH
 CQ0197  HISTORY     - 1988     GOOD             USPSQD
 CQ0197  HISTORY     - 1990     GOOD             USPSQD
 CQ0197
 CQ0197                          STATION DESCRIPTION
 CQ0197
 CQ0197'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0197'4.5 MI W FROM FARMERVILLE.
 CQ0197'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY LA. 2 FROM THE UNION PARISH
 CQ0197'COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG STATE HIGHWAY LA. 2 FOR
 CQ0197'4.0 MILES TO THE MARK ON THE RIGHT.  IT IS 118 FEET NORTH OF THE
 CQ0197'CENTERLINE OF THE HIGHWAY, 91 FEET WEST OF THE KELLEY SOUTHWEST HOUSE
 CQ0197'CORNER, 49 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 83 FEET NORTH OF
 CQ0197'A FENCE CORNER, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A STEEL
 CQ0197'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V86 1969
 CQ0197'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES. SECTION 21,
 CQ0197'T 21N, R 1W.
 CQ0197
 CQ0197                          STATION RECOVERY (1988)
 CQ0197
 CQ0197'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0197'RECOVERED IN GOOD CONDITION.
 CQ0197
 CQ0197                          STATION RECOVERY (1990)
 CQ0197
 CQ0197'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1108 ***********************************************************************
 CQ1108  DESIGNATION -  56 V 87 LADH RESET 1977
 CQ1108  PID         -  CQ1108
 CQ1108  STATE/COUNTY-  LA/UNION
 CQ1108  USGS QUAD   -  LILLIE (1985)
 CQ1108
 CQ1108                         *CURRENT SURVEY CONTROL
 CQ1108  ___________________________________________________________________
 CQ1108* NAD 83(1986)-  32 55 31.     (N)    092 38 25.     (W)     SCALED    
 CQ1108* NAVD 88     -        32.82   (+/-2cm)     107.7    (feet)  VERTCON   
 CQ1108  ___________________________________________________________________
 CQ1108  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1108
 CQ1108  VERT ORDER  -  THIRD (See Below)
 CQ1108
 CQ1108.The horizontal coordinates were scaled from a topographic map and have
 CQ1108.an estimated accuracy of +/- 6 seconds.
 CQ1108
 CQ1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1108.The vertical order pertains to the NGVD 29 superseded value.
 CQ1108
 CQ1108.The geoid height was determined by GEOID03.
 CQ1108
 CQ1108;                    North         East    Units  Estimated Accuracy
 CQ1108;SPC LA N     -   268,930.      986,880.      MT  (+/- 180 meters Scaled)
 CQ1108
 CQ1108                          SUPERSEDED SURVEY CONTROL
 CQ1108
 CQ1108  NGVD 29 (??/??/??)   32.93   (m)          108.0    (f) RESET       3  
 CQ1108
 CQ1108.Superseded values are not recommended for survey control.
 CQ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1108.See file dsdata.txt to determine how the superseded data were derived.
 CQ1108
 CQ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS336430(NAD 83)
 CQ1108_MARKER: DD = SURVEY DISK
 CQ1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1108_STAMPING: 56V87 RESET 1977
 CQ1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1108+STABILITY: SURFACE MOTION
 CQ1108
 CQ1108  HISTORY     - Date     Condition        Report By
 CQ1108  HISTORY     - 1977     MONUMENTED       LADH
 CQ1108  HISTORY     - 1977     GOOD             NGS
 CQ1108
 CQ1108                          STATION DESCRIPTION
 CQ1108
 CQ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ1108'2.1 MI W FROM SPEARVILLE.
 CQ1108'LOCATED 2.1 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE IN
 CQ1108'SPEARVILLE, 0.35 MILE EAST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 CQ1108'RAILROAD 0.5 MILE WEST OF LITTLE CORNEY BAYOU BRIDGE, IN A CLEARED
 CQ1108'AREA, 104 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY ON LAND OWNED BY
 CQ1108'OLIN KRAFT CORP.  IT IS 53 FEET EAST-SOUTHEAST OF A POWER POLE, AND 1
 CQ1108'FOOT SOUTH OF A METAL WITNESS POST.  IT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1109 ***********************************************************************
 CQ1109  DESIGNATION -  56 V 88 LADH
 CQ1109  PID         -  CQ1109
 CQ1109  STATE/COUNTY-  LA/UNION
 CQ1109  USGS QUAD   -  LILLIE (1985)
 CQ1109
 CQ1109                         *CURRENT SURVEY CONTROL
 CQ1109  ___________________________________________________________________
 CQ1109* NAD 83(1986)-  32 55 56.     (N)    092 37 34.     (W)     SCALED    
 CQ1109* NAVD 88     -        68.840  (meters)     225.85   (feet)  ADJUSTED  
 CQ1109  ___________________________________________________________________
 CQ1109  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1109  DYNAMIC HT  -          68.765 (meters)     225.61  (feet)  COMP
 CQ1109  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 CQ1109
 CQ1109  VERT ORDER  -  SECOND    CLASS 0
 CQ1109
 CQ1109.The horizontal coordinates were scaled from a topographic map and have
 CQ1109.an estimated accuracy of +/- 6 seconds.
 CQ1109
 CQ1109.The orthometric height was determined by differential leveling
 CQ1109.and adjusted by the National Geodetic Survey in June 1991..
 CQ1109
 CQ1109.The geoid height was determined by GEOID03.
 CQ1109
 CQ1109.The dynamic height is computed by dividing the NAVD 88
 CQ1109.geopotential number by the normal gravity value computed on the
 CQ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1109.degrees latitude (g = 980.6199 gals.).
 CQ1109
 CQ1109.The modeled gravity was interpolated from observed gravity values.
 CQ1109
 CQ1109;                    North         East    Units  Estimated Accuracy
 CQ1109;SPC LA N     -   269,700.      988,210.      MT  (+/- 180 meters Scaled)
 CQ1109
 CQ1109                          SUPERSEDED SURVEY CONTROL
 CQ1109
 CQ1109  NGVD 29 (??/??/??)   68.944  (m)          226.19   (f) ADJUSTED    2 0
 CQ1109
 CQ1109.Superseded values are not recommended for survey control.
 CQ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1109.See file dsdata.txt to determine how the superseded data were derived.
 CQ1109
 CQ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS349438(NAD 83)
 CQ1109_MARKER: DD = SURVEY DISK
 CQ1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1109_STAMPING: 56V88 1969
 CQ1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1109+STABILITY: SURFACE MOTION
 CQ1109
 CQ1109  HISTORY     - Date     Condition        Report By
 CQ1109  HISTORY     - 1969     MONUMENTED       LADH
 CQ1109
 CQ1109                          STATION DESCRIPTION
 CQ1109
 CQ1109'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1109'1.2 MI W FROM SPEARSVILLE.
 CQ1109'LOCATED 1.2 MILES WEST ALONG STATE HIGHWAY LA. 15 FROM THE POST OFFICE
 CQ1109'IN SPEARSVILLE TO THE MARK ON THE RIGHT.  IT IS AT THE TOP OF A HILL,
 CQ1109'122 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 99 FEET WEST OF THE
 CQ1109'CENTERLINE OF A PARISH ROAD, 31 FEET SOUTHWEST OF A SOUTHWEST HOUSE
 CQ1109'CORNER AND 2 FEET NORTH OF A STEEL WITNESS POST.  IT IS A LDH AND C
 CQ1109'AND GS B. M. DISK STAMPED 56V88 1969 AND SET IN THE TOP OF A CONCRETE
 CQ1109'POST PROJECTING 4-INCHES.  SECTION 1, T22N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1110 ***********************************************************************
 CQ1110  DESIGNATION -  56 V 89 LADH
 CQ1110  PID         -  CQ1110
 CQ1110  STATE/COUNTY-  LA/UNION
 CQ1110  USGS QUAD   -  SPEARSVILLE (1985)
 CQ1110
 CQ1110                         *CURRENT SURVEY CONTROL
 CQ1110  ___________________________________________________________________
 CQ1110* NAD 83(1986)-  32 56 03.     (N)    092 36 34.     (W)     SCALED    
 CQ1110* NAVD 88     -        52.191  (meters)     171.23   (feet)  ADJUSTED  
 CQ1110  ___________________________________________________________________
 CQ1110  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1110  DYNAMIC HT  -          52.134 (meters)     171.04  (feet)  COMP
 CQ1110  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CQ1110
 CQ1110  VERT ORDER  -  SECOND    CLASS 0
 CQ1110
 CQ1110.The horizontal coordinates were scaled from a topographic map and have
 CQ1110.an estimated accuracy of +/- 6 seconds.
 CQ1110
 CQ1110.The orthometric height was determined by differential leveling
 CQ1110.and adjusted by the National Geodetic Survey in June 1991..
 CQ1110
 CQ1110.The geoid height was determined by GEOID03.
 CQ1110
 CQ1110.The dynamic height is computed by dividing the NAVD 88
 CQ1110.geopotential number by the normal gravity value computed on the
 CQ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1110.degrees latitude (g = 980.6199 gals.).
 CQ1110
 CQ1110.The modeled gravity was interpolated from observed gravity values.
 CQ1110
 CQ1110;                    North         East    Units  Estimated Accuracy
 CQ1110;SPC LA N     -   269,910.      989,760.      MT  (+/- 180 meters Scaled)
 CQ1110
 CQ1110                          SUPERSEDED SURVEY CONTROL
 CQ1110
 CQ1110  NGVD 29 (??/??/??)   52.294  (m)          171.57   (f) ADJUSTED    2 0
 CQ1110
 CQ1110.Superseded values are not recommended for survey control.
 CQ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1110.See file dsdata.txt to determine how the superseded data were derived.
 CQ1110
 CQ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS365440(NAD 83)
 CQ1110_MARKER: DD = SURVEY DISK
 CQ1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1110_STAMPING: 56V89 1969
 CQ1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1110+STABILITY: SURFACE MOTION
 CQ1110
 CQ1110  HISTORY     - Date     Condition        Report By
 CQ1110  HISTORY     - 1969     MONUMENTED       LADH
 CQ1110
 CQ1110                          STATION DESCRIPTION
 CQ1110
 CQ1110'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1110'0.25 MI W FROM SPEARSVILLE.
 CQ1110'LOCATED 0.25 MILE WEST ALONG STATE HIGHWAY LA. 15 FROM THE POST OFFICE
 CQ1110'IN SPEARSVILLE TO THE MARK ON THE RIGHT.  IT IS 116 FEET NORTH OF THE
 CQ1110'CENTERLINE OF THE HIGHWAY, 93 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CQ1110'OF THE CHURCH OF CHRIST, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A
 CQ1110'STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V89
 CQ1110'1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES. NOTE--
 CQ1110'IT IS 0.8 MILE WEST OF B. M. 56V90.  (LDH) SECTION 31, T 23N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0202 ***********************************************************************
 CQ0202  DESIGNATION -  56 V 9 LADH
 CQ0202  PID         -  CQ0202
 CQ0202  STATE/COUNTY-  LA/UNION
 CQ0202  USGS QUAD   -  FARMERVILLE (1988)
 CQ0202
 CQ0202                         *CURRENT SURVEY CONTROL
 CQ0202  ___________________________________________________________________
 CQ0202* NAD 83(1986)-  32 46 51.     (N)    092 24 20.     (W)     SCALED    
 CQ0202* NAVD 88     -        61.404  (meters)     201.46   (feet)  ADJUSTED  
 CQ0202  ___________________________________________________________________
 CQ0202  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ0202  DYNAMIC HT  -          61.336 (meters)     201.23  (feet)  COMP
 CQ0202  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CQ0202
 CQ0202  VERT ORDER  -  SECOND    CLASS 0
 CQ0202
 CQ0202.The horizontal coordinates were scaled from a topographic map and have
 CQ0202.an estimated accuracy of +/- 6 seconds.
 CQ0202
 CQ0202.The orthometric height was determined by differential leveling
 CQ0202.and adjusted by the National Geodetic Survey in June 1991..
 CQ0202
 CQ0202.The geoid height was determined by GEOID03.
 CQ0202
 CQ0202.The dynamic height is computed by dividing the NAVD 88
 CQ0202.geopotential number by the normal gravity value computed on the
 CQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0202.degrees latitude (g = 980.6199 gals.).
 CQ0202
 CQ0202.The modeled gravity was interpolated from observed gravity values.
 CQ0202
 CQ0202;                    North         East    Units  Estimated Accuracy
 CQ0202;SPC LA N     -   252,900.    1,008,850.      MT  (+/- 180 meters Scaled)
 CQ0202
 CQ0202                          SUPERSEDED SURVEY CONTROL
 CQ0202
 CQ0202  NGVD 29 (??/??/??)   61.494  (m)          201.75   (f) ADJUSTED    2 0
 CQ0202
 CQ0202.Superseded values are not recommended for survey control.
 CQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0202.See file dsdata.txt to determine how the superseded data were derived.
 CQ0202
 CQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS556271(NAD 83)
 CQ0202_MARKER: DD = SURVEY DISK
 CQ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0202_STAMPING: 56V9 1967
 CQ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0202+STABILITY: SURFACE MOTION
 CQ0202
 CQ0202  HISTORY     - Date     Condition        Report By
 CQ0202  HISTORY     - 1967     MONUMENTED       LADH
 CQ0202  HISTORY     - 1969     GOOD             LADH
 CQ0202  HISTORY     - 1988     GOOD             USPSQD
 CQ0202  HISTORY     - 1990     GOOD             USPSQD
 CQ0202  HISTORY     - 19970211 GOOD             USPSQD
 CQ0202
 CQ0202                          STATION DESCRIPTION
 CQ0202
 CQ0202'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0202'0.5 MI N FROM FARMERVILLE.
 CQ0202'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY LA 2 FROM THE UNION PARISH
 CQ0202'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS 144 FEET
 CQ0202'WEST OF THE CENTERLINE OF STATE HIGHWAY LA 15 AND LA 2, 110 FEET SOUTH
 CQ0202'OF THE CENTERLINE OF STATE HIGHWAY LA 2, 42 FEET WEST OF THE SOUTHWEST
 CQ0202'CORNER OF A LION OIL SERVICE STATION AND 1 FOOT EAST OF A STEEL
 CQ0202'WITNESS POST.  IT IS A LDH AND C. AND G.S. B.M. DISK STAMPED 56V9 1967
 CQ0202'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. SEC 30, T
 CQ0202'21N, R 1E.
 CQ0202
 CQ0202                          STATION RECOVERY (1988)
 CQ0202
 CQ0202'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0202'RECOVERED IN GOOD CONDITION.
 CQ0202
 CQ0202                          STATION RECOVERY (1990)
 CQ0202
 CQ0202'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ0202'RECOVERED IN GOOD CONDITION.
 CQ0202
 CQ0202                          STATION RECOVERY (1997)
 CQ0202
 CQ0202'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1111 ***********************************************************************
 CQ1111  DESIGNATION -  56 V 90 LADH
 CQ1111  PID         -  CQ1111
 CQ1111  STATE/COUNTY-  LA/UNION
 CQ1111  USGS QUAD   -  SPEARSVILLE (1985)
 CQ1111
 CQ1111                         *CURRENT SURVEY CONTROL
 CQ1111  ___________________________________________________________________
 CQ1111* NAD 83(1986)-  32 55 55.     (N)    092 35 48.     (W)     SCALED    
 CQ1111* NAVD 88     -        47.982  (meters)     157.42   (feet)  ADJUSTED  
 CQ1111  ___________________________________________________________________
 CQ1111  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1111  DYNAMIC HT  -          47.929 (meters)     157.25  (feet)  COMP
 CQ1111  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 CQ1111
 CQ1111  VERT ORDER  -  SECOND    CLASS 0
 CQ1111
 CQ1111.The horizontal coordinates were scaled from a topographic map and have
 CQ1111.an estimated accuracy of +/- 6 seconds.
 CQ1111
 CQ1111.The orthometric height was determined by differential leveling
 CQ1111.and adjusted by the National Geodetic Survey in June 1991..
 CQ1111
 CQ1111.The geoid height was determined by GEOID03.
 CQ1111
 CQ1111.The dynamic height is computed by dividing the NAVD 88
 CQ1111.geopotential number by the normal gravity value computed on the
 CQ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1111.degrees latitude (g = 980.6199 gals.).
 CQ1111
 CQ1111.The modeled gravity was interpolated from observed gravity values.
 CQ1111
 CQ1111;                    North         East    Units  Estimated Accuracy
 CQ1111;SPC LA N     -   269,660.      990,960.      MT  (+/- 180 meters Scaled)
 CQ1111
 CQ1111                          SUPERSEDED SURVEY CONTROL
 CQ1111
 CQ1111  NGVD 29 (??/??/??)   48.085  (m)          157.76   (f) ADJUSTED    2 0
 CQ1111
 CQ1111.Superseded values are not recommended for survey control.
 CQ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1111.See file dsdata.txt to determine how the superseded data were derived.
 CQ1111
 CQ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS377438(NAD 83)
 CQ1111_MARKER: DD = SURVEY DISK
 CQ1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1111_STAMPING: 56V90 1969
 CQ1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1111+STABILITY: SURFACE MOTION
 CQ1111
 CQ1111  HISTORY     - Date     Condition        Report By
 CQ1111  HISTORY     - 1969     MONUMENTED       LADH
 CQ1111
 CQ1111                          STATION DESCRIPTION
 CQ1111
 CQ1111'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1111'0.5 MI SE FROM SPEARSVILLE.
 CQ1111'LOCATED 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY LA. 15 FROM THE POST
 CQ1111'OFFICE IN SPEARSVILLE TO THE MARK ON THE RIGHT.  IT IS DIRECTLY ACROSS
 CQ1111'THE HIGHWAY FROM THE SPEARSVILLE WOOD YARD, 82 FEET SOUTH OF THE
 CQ1111'CENTERLINE OF THE HIGHWAY, 56 FEET SOUTHWEST OF A NORTHWEST HOUSE
 CQ1111'CORNER, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTH OF A STEEL WITNESS
 CQ1111'POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V90 1969 AND SET
 CQ1111'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  NOTE-- IT IS 0.8
 CQ1111'MILE EAST OF B. M. 56V89.  (LDH) SECTION 5, T 22N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1112 ***********************************************************************
 CQ1112  DESIGNATION -  56 V 91 LADH
 CQ1112  PID         -  CQ1112
 CQ1112  STATE/COUNTY-  LA/UNION
 CQ1112  USGS QUAD   -  SPEARSVILLE (1985)
 CQ1112
 CQ1112                         *CURRENT SURVEY CONTROL
 CQ1112  ___________________________________________________________________
 CQ1112* NAD 83(1986)-  32 55 54.     (N)    092 34 42.     (W)     SCALED    
 CQ1112* NAVD 88     -        50.992  (meters)     167.30   (feet)  ADJUSTED  
 CQ1112  ___________________________________________________________________
 CQ1112  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1112  DYNAMIC HT  -          50.937 (meters)     167.12  (feet)  COMP
 CQ1112  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 CQ1112
 CQ1112  VERT ORDER  -  SECOND    CLASS 0
 CQ1112
 CQ1112.The horizontal coordinates were scaled from a topographic map and have
 CQ1112.an estimated accuracy of +/- 6 seconds.
 CQ1112
 CQ1112.The orthometric height was determined by differential leveling
 CQ1112.and adjusted by the National Geodetic Survey in June 1991..
 CQ1112
 CQ1112.The geoid height was determined by GEOID03.
 CQ1112
 CQ1112.The dynamic height is computed by dividing the NAVD 88
 CQ1112.geopotential number by the normal gravity value computed on the
 CQ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1112.degrees latitude (g = 980.6199 gals.).
 CQ1112
 CQ1112.The modeled gravity was interpolated from observed gravity values.
 CQ1112
 CQ1112;                    North         East    Units  Estimated Accuracy
 CQ1112;SPC LA N     -   269,630.      992,670.      MT  (+/- 180 meters Scaled)
 CQ1112
 CQ1112                          SUPERSEDED SURVEY CONTROL
 CQ1112
 CQ1112  NGVD 29 (??/??/??)   51.095  (m)          167.63   (f) ADJUSTED    2 0
 CQ1112
 CQ1112.Superseded values are not recommended for survey control.
 CQ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1112.See file dsdata.txt to determine how the superseded data were derived.
 CQ1112
 CQ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS394437(NAD 83)
 CQ1112_MARKER: DD = SURVEY DISK
 CQ1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1112_STAMPING: 56V91 1969
 CQ1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1112+STABILITY: SURFACE MOTION
 CQ1112
 CQ1112  HISTORY     - Date     Condition        Report By
 CQ1112  HISTORY     - 1969     MONUMENTED       LADH
 CQ1112
 CQ1112                          STATION DESCRIPTION
 CQ1112
 CQ1112'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1112'1.5 MI E FROM SPEARSVILLE.
 CQ1112'LOCATED 1.5 MILES EAST ALONG STATE HIGHWAY LA. 15 FROM THE POST OFFICE
 CQ1112'IN SPEARSVILLE TO THE MARK ON THE RIGHT.  IT IS 0.5 MILE EAST OF
 CQ1112'TENMILE CREEK BRIDGE, 112 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CQ1112'76 FEET SOUTH OF A FENCE, 58 FEET SOUTH OF A PIPE LINE THAT PARALLELS
 CQ1112'THE HIGHWAY, 1 FOOT WEST OF A GARDEN FENCE AND 2 FEET SOUTH OF A STEEL
 CQ1112'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V91 1969
 CQ1112'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES. SECTION 4,
 CQ1112'T 22N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1113 ***********************************************************************
 CQ1113  DESIGNATION -  56 V 92 LADH
 CQ1113  PID         -  CQ1113
 CQ1113  STATE/COUNTY-  LA/UNION
 CQ1113  USGS QUAD   -  SPEARSVILLE (1985)
 CQ1113
 CQ1113                         *CURRENT SURVEY CONTROL
 CQ1113  ___________________________________________________________________
 CQ1113* NAD 83(1986)-  32 56 07.     (N)    092 33 50.     (W)     SCALED    
 CQ1113* NAVD 88     -        58.334  (meters)     191.38   (feet)  ADJUSTED  
 CQ1113  ___________________________________________________________________
 CQ1113  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1113  DYNAMIC HT  -          58.270 (meters)     191.17  (feet)  COMP
 CQ1113  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 CQ1113
 CQ1113  VERT ORDER  -  SECOND    CLASS 0
 CQ1113
 CQ1113.The horizontal coordinates were scaled from a topographic map and have
 CQ1113.an estimated accuracy of +/- 6 seconds.
 CQ1113
 CQ1113.The orthometric height was determined by differential leveling
 CQ1113.and adjusted by the National Geodetic Survey in June 1991..
 CQ1113
 CQ1113.The geoid height was determined by GEOID03.
 CQ1113
 CQ1113.The dynamic height is computed by dividing the NAVD 88
 CQ1113.geopotential number by the normal gravity value computed on the
 CQ1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1113.degrees latitude (g = 980.6199 gals.).
 CQ1113
 CQ1113.The modeled gravity was interpolated from observed gravity values.
 CQ1113
 CQ1113;                    North         East    Units  Estimated Accuracy
 CQ1113;SPC LA N     -   270,030.      994,030.      MT  (+/- 180 meters Scaled)
 CQ1113
 CQ1113                          SUPERSEDED SURVEY CONTROL
 CQ1113
 CQ1113  NGVD 29 (??/??/??)   58.436  (m)          191.72   (f) ADJUSTED    2 0
 CQ1113
 CQ1113.Superseded values are not recommended for survey control.
 CQ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1113.See file dsdata.txt to determine how the superseded data were derived.
 CQ1113
 CQ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS407441(NAD 83)
 CQ1113_MARKER: DD = SURVEY DISK
 CQ1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1113_STAMPING: 56V92 1969
 CQ1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1113+STABILITY: SURFACE MOTION
 CQ1113
 CQ1113  HISTORY     - Date     Condition        Report By
 CQ1113  HISTORY     - 1969     MONUMENTED       LADH
 CQ1113
 CQ1113                          STATION DESCRIPTION
 CQ1113
 CQ1113'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1113'2.4 MI E FROM SPEARSVILLE.
 CQ1113'LOCATED 2.4 MILES EAST ALONG STATE HIGHWAY LA. 15 FROM THE POST OFFICE
 CQ1113'IN SPEARSVILLE TO THE MARK ON THE LEFT.  IT IS 300 FEET EAST OF A
 CQ1113'SMALL STREAM, 106 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 CQ1113'NORTHWEST OF A 10-INCH PINE TREE AND 1 FOOT NORTH OF A STEEL WITNESS
 CQ1113'POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V92 AND SET IN
 CQ1113'THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION 34, T 23N, R
 CQ1113'2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1114 ***********************************************************************
 CQ1114  DESIGNATION -  56 V 93 LADH
 CQ1114  PID         -  CQ1114
 CQ1114  STATE/COUNTY-  LA/UNION
 CQ1114  USGS QUAD   -  SPEARSVILLE (1985)
 CQ1114
 CQ1114                         *CURRENT SURVEY CONTROL
 CQ1114  ___________________________________________________________________
 CQ1114* NAD 83(1986)-  32 56 00.     (N)    092 33 19.     (W)     SCALED    
 CQ1114* NAVD 88     -        60.862  (meters)     199.68   (feet)  ADJUSTED  
 CQ1114  ___________________________________________________________________
 CQ1114  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1114  DYNAMIC HT  -          60.796 (meters)     199.46  (feet)  COMP
 CQ1114  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 CQ1114
 CQ1114  VERT ORDER  -  SECOND    CLASS 0
 CQ1114
 CQ1114.The horizontal coordinates were scaled from a topographic map and have
 CQ1114.an estimated accuracy of +/- 6 seconds.
 CQ1114
 CQ1114.The orthometric height was determined by differential leveling
 CQ1114.and adjusted by the National Geodetic Survey in June 1991..
 CQ1114
 CQ1114.The geoid height was determined by GEOID03.
 CQ1114
 CQ1114.The dynamic height is computed by dividing the NAVD 88
 CQ1114.geopotential number by the normal gravity value computed on the
 CQ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1114.degrees latitude (g = 980.6199 gals.).
 CQ1114
 CQ1114.The modeled gravity was interpolated from observed gravity values.
 CQ1114
 CQ1114;                    North         East    Units  Estimated Accuracy
 CQ1114;SPC LA N     -   269,810.      994,830.      MT  (+/- 180 meters Scaled)
 CQ1114
 CQ1114                          SUPERSEDED SURVEY CONTROL
 CQ1114
 CQ1114  NGVD 29 (??/??/??)   60.964  (m)          200.01   (f) ADJUSTED    2 0
 CQ1114
 CQ1114.Superseded values are not recommended for survey control.
 CQ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1114.See file dsdata.txt to determine how the superseded data were derived.
 CQ1114
 CQ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS415439(NAD 83)
 CQ1114_MARKER: DD = SURVEY DISK
 CQ1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1114_STAMPING: 56V93 1969
 CQ1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1114+STABILITY: SURFACE MOTION
 CQ1114
 CQ1114  HISTORY     - Date     Condition        Report By
 CQ1114  HISTORY     - 1969     MONUMENTED       LADH
 CQ1114
 CQ1114                          STATION DESCRIPTION
 CQ1114
 CQ1114'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1114'2.9 MI E FROM SPEARSVILLE.
 CQ1114'LOCATED 2.9 MILES EAST ALONG STATE HIGHWAY LA. 15 FROM THE POST OFFICE
 CQ1114'IN SPEARSVILLE TO THE MARK ON THE RIGHT.  IT IS 59 FEET SOUTH OF THE
 CQ1114'CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 CQ1114'THE MOUNT UNION CEMETERY FENCE, 1 FOOT EAST OF THE FENCE AND 1 FOOT
 CQ1114'SOUTH OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B.M. DISK
 CQ1114'STAMPED 56V93 1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ1114'4-INCHES.  SECTION 34, T 23N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1115 ***********************************************************************
 CQ1115  DESIGNATION -  56 V 94 LADH
 CQ1115  PID         -  CQ1115
 CQ1115  STATE/COUNTY-  LA/UNION
 CQ1115  USGS QUAD   -  SPEARSVILLE (1985)
 CQ1115
 CQ1115                         *CURRENT SURVEY CONTROL
 CQ1115  ___________________________________________________________________
 CQ1115* NAD 83(1986)-  32 55 34.     (N)    092 32 29.     (W)     SCALED    
 CQ1115* NAVD 88     -        48.540  (meters)     159.25   (feet)  ADJUSTED  
 CQ1115  ___________________________________________________________________
 CQ1115  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1115  DYNAMIC HT  -          48.487 (meters)     159.08  (feet)  COMP
 CQ1115  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 CQ1115
 CQ1115  VERT ORDER  -  SECOND    CLASS 0
 CQ1115
 CQ1115.The horizontal coordinates were scaled from a topographic map and have
 CQ1115.an estimated accuracy of +/- 6 seconds.
 CQ1115
 CQ1115.The orthometric height was determined by differential leveling
 CQ1115.and adjusted by the National Geodetic Survey in June 1991..
 CQ1115
 CQ1115.The geoid height was determined by GEOID03.
 CQ1115
 CQ1115.The dynamic height is computed by dividing the NAVD 88
 CQ1115.geopotential number by the normal gravity value computed on the
 CQ1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1115.degrees latitude (g = 980.6199 gals.).
 CQ1115
 CQ1115.The modeled gravity was interpolated from observed gravity values.
 CQ1115
 CQ1115;                    North         East    Units  Estimated Accuracy
 CQ1115;SPC LA N     -   269,010.      996,130.      MT  (+/- 180 meters Scaled)
 CQ1115
 CQ1115                          SUPERSEDED SURVEY CONTROL
 CQ1115
 CQ1115  NGVD 29 (??/??/??)   48.641  (m)          159.58   (f) ADJUSTED    2 0
 CQ1115
 CQ1115.Superseded values are not recommended for survey control.
 CQ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1115.See file dsdata.txt to determine how the superseded data were derived.
 CQ1115
 CQ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS428431(NAD 83)
 CQ1115_MARKER: DD = SURVEY DISK
 CQ1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1115_STAMPING: 56V94 1969
 CQ1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1115+STABILITY: SURFACE MOTION
 CQ1115
 CQ1115  HISTORY     - Date     Condition        Report By
 CQ1115  HISTORY     - 1969     MONUMENTED       LADH
 CQ1115
 CQ1115                          STATION DESCRIPTION
 CQ1115
 CQ1115'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1115'3.9 MI E FROM SPEARSVILLE.
 CQ1115'LOCATED 3.9 MILES EAST ALONG STATE HIGHWAY LA. 15 FROM THE POST OFFICE
 CQ1115'IN SPEARSVILLE TO THE MARK ON THE RIGHT.  IT IS ON THE NORTHWEST SLOPE
 CQ1115'OF A HILL, 0.2 MILE SOUTHEAST OF CAMP CREEK, 76 FEET SOUTHWEST OF THE
 CQ1115'CENTERLINE OF THE HIGHWAY, 40 FEET SOUTHWEST OF THE DISCHARGE END OF A
 CQ1115'ROADSIDE PAVED DITCH, 51 FEET SOUTH OF A POWER POLE AND 1 FOOT
 CQ1115'SOUTHWEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M.
 CQ1115'DISK STAMPED 56V94 1969 AND SET IN THE TOP OF A CONCRETE POST
 CQ1115'PROJECTING 4-INCHES.  SECTION 2, T 22N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1116 ***********************************************************************
 CQ1116  DESIGNATION -  56 V 95 LADH
 CQ1116  PID         -  CQ1116
 CQ1116  STATE/COUNTY-  LA/UNION
 CQ1116  USGS QUAD   -  SPEARSVILLE (1985)
 CQ1116
 CQ1116                         *CURRENT SURVEY CONTROL
 CQ1116  ___________________________________________________________________
 CQ1116* NAD 83(1986)-  32 55 00.     (N)    092 31 50.     (W)     SCALED    
 CQ1116* NAVD 88     -        60.761  (meters)     199.35   (feet)  ADJUSTED  
 CQ1116  ___________________________________________________________________
 CQ1116  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1116  DYNAMIC HT  -          60.695 (meters)     199.13  (feet)  COMP
 CQ1116  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 CQ1116
 CQ1116  VERT ORDER  -  SECOND    CLASS 0
 CQ1116
 CQ1116.The horizontal coordinates were scaled from a topographic map and have
 CQ1116.an estimated accuracy of +/- 6 seconds.
 CQ1116
 CQ1116.The orthometric height was determined by differential leveling
 CQ1116.and adjusted by the National Geodetic Survey in June 1991..
 CQ1116
 CQ1116.The geoid height was determined by GEOID03.
 CQ1116
 CQ1116.The dynamic height is computed by dividing the NAVD 88
 CQ1116.geopotential number by the normal gravity value computed on the
 CQ1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1116.degrees latitude (g = 980.6199 gals.).
 CQ1116
 CQ1116.The modeled gravity was interpolated from observed gravity values.
 CQ1116
 CQ1116;                    North         East    Units  Estimated Accuracy
 CQ1116;SPC LA N     -   267,960.      997,140.      MT  (+/- 180 meters Scaled)
 CQ1116
 CQ1116                          SUPERSEDED SURVEY CONTROL
 CQ1116
 CQ1116  NGVD 29 (??/??/??)   60.862  (m)          199.68   (f) ADJUSTED    2 0
 CQ1116
 CQ1116.Superseded values are not recommended for survey control.
 CQ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1116.See file dsdata.txt to determine how the superseded data were derived.
 CQ1116
 CQ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS438421(NAD 83)
 CQ1116_MARKER: DD = SURVEY DISK
 CQ1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1116_STAMPING: 56V95 1969
 CQ1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1116+STABILITY: SURFACE MOTION
 CQ1116
 CQ1116  HISTORY     - Date     Condition        Report By
 CQ1116  HISTORY     - 1969     MONUMENTED       LADH
 CQ1116
 CQ1116                          STATION DESCRIPTION
 CQ1116
 CQ1116'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1116'4.8 MI E FROM SPEARSVILLE.
 CQ1116'LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY LA. 15 FROM THE POST OFFICE
 CQ1116'IN SPEARSVILLE TO THE MARK ON THE LEFT.  IT IS 84 FEET NORTHEAST OF
 CQ1116'THE CENTERLINE OF THE HIGHWAY, 184 FEET EAST OF THE CENTERLINE OF A
 CQ1116'PARISH ROAD, 107 FEET EAST OF A 38-INCH POST OAK TREE, 56 FEET SOUTH
 CQ1116'OF A WATER WELL AND 1 FOOT NORTH OF A STEEL WITNESS POST. IT IS A LDH
 CQ1116'AND C AND GS B. M. DISK STAMPED 56V95 1969 AND SET IN THE TOP OF A
 CQ1116'CONCRETE POST PROJECTING 4-INCHES.  SECTION 12, T 22N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1117 ***********************************************************************
 CQ1117  DESIGNATION -  56 V 96 LADH
 CQ1117  PID         -  CQ1117
 CQ1117  STATE/COUNTY-  LA/UNION
 CQ1117  USGS QUAD   -  SPEARSVILLE (1985)
 CQ1117
 CQ1117                         *CURRENT SURVEY CONTROL
 CQ1117  ___________________________________________________________________
 CQ1117* NAD 83(1986)-  32 54 18.     (N)    092 31 11.     (W)     SCALED    
 CQ1117* NAVD 88     -        45.710  (meters)     149.97   (feet)  ADJUSTED  
 CQ1117  ___________________________________________________________________
 CQ1117  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1117  DYNAMIC HT  -          45.660 (meters)     149.80  (feet)  COMP
 CQ1117  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 CQ1117
 CQ1117  VERT ORDER  -  SECOND    CLASS 0
 CQ1117
 CQ1117.The horizontal coordinates were scaled from a topographic map and have
 CQ1117.an estimated accuracy of +/- 6 seconds.
 CQ1117
 CQ1117.The orthometric height was determined by differential leveling
 CQ1117.and adjusted by the National Geodetic Survey in June 1991..
 CQ1117
 CQ1117.The geoid height was determined by GEOID03.
 CQ1117
 CQ1117.The dynamic height is computed by dividing the NAVD 88
 CQ1117.geopotential number by the normal gravity value computed on the
 CQ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1117.degrees latitude (g = 980.6199 gals.).
 CQ1117
 CQ1117.The modeled gravity was interpolated from observed gravity values.
 CQ1117
 CQ1117;                    North         East    Units  Estimated Accuracy
 CQ1117;SPC LA N     -   266,670.      998,160.      MT  (+/- 180 meters Scaled)
 CQ1117
 CQ1117                          SUPERSEDED SURVEY CONTROL
 CQ1117
 CQ1117  NGVD 29 (??/??/??)   45.811  (m)          150.30   (f) ADJUSTED    2 0
 CQ1117
 CQ1117.Superseded values are not recommended for survey control.
 CQ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1117.See file dsdata.txt to determine how the superseded data were derived.
 CQ1117
 CQ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS449408(NAD 83)
 CQ1117_MARKER: DD = SURVEY DISK
 CQ1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1117_STAMPING: 56V96 1969
 CQ1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1117+STABILITY: SURFACE MOTION
 CQ1117
 CQ1117  HISTORY     - Date     Condition        Report By
 CQ1117  HISTORY     - 1969     MONUMENTED       LADH
 CQ1117
 CQ1117                          STATION DESCRIPTION
 CQ1117
 CQ1117'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1117'5.8 MI SE FROM SPEARSVILLE.
 CQ1117'LOCATED 5.8 MILES SOUTHEAST ALONG STATE HIGHWAY LA. 15 FROM THE POST
 CQ1117'OFFICE IN SPEARSVILLE TO THE MARK ON THE RIGHT.  IT IS AT THE CROSSING
 CQ1117'OF STATE HIGHWAY LA. 15 AND LA. 550.  IT IS 103 FEET SOUTHWEST OF THE
 CQ1117'CENTERLINE OF STATE HIGHWAY LA. 15, 89 FEET NORTHWEST OF THE
 CQ1117'CENTERLINE OF STATE HIGHWAY LA. 550, 16 FEET SOUTHWEST OF THE
 CQ1117'SOUTHEAST CORNER OF THE DRUE ROCKETT STORE AND 1 1/2 FEET SOUTHWEST OF
 CQ1117'A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED
 CQ1117'56V96 1969 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CQ1117'SECTION 12, T 22N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1118 ***********************************************************************
 CQ1118  DESIGNATION -  56 V 97 LADH
 CQ1118  PID         -  CQ1118
 CQ1118  STATE/COUNTY-  LA/UNION
 CQ1118  USGS QUAD   -  SPEARSVILLE (1985)
 CQ1118
 CQ1118                         *CURRENT SURVEY CONTROL
 CQ1118  ___________________________________________________________________
 CQ1118* NAD 83(1986)-  32 53 34.     (N)    092 30 27.     (W)     SCALED    
 CQ1118* NAVD 88     -        52.234  (meters)     171.37   (feet)  ADJUSTED  
 CQ1118  ___________________________________________________________________
 CQ1118  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1118  DYNAMIC HT  -          52.177 (meters)     171.18  (feet)  COMP
 CQ1118  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 CQ1118
 CQ1118  VERT ORDER  -  SECOND    CLASS 0
 CQ1118
 CQ1118.The horizontal coordinates were scaled from a topographic map and have
 CQ1118.an estimated accuracy of +/- 6 seconds.
 CQ1118
 CQ1118.The orthometric height was determined by differential leveling
 CQ1118.and adjusted by the National Geodetic Survey in June 1991..
 CQ1118
 CQ1118.The geoid height was determined by GEOID03.
 CQ1118
 CQ1118.The dynamic height is computed by dividing the NAVD 88
 CQ1118.geopotential number by the normal gravity value computed on the
 CQ1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1118.degrees latitude (g = 980.6199 gals.).
 CQ1118
 CQ1118.The modeled gravity was interpolated from observed gravity values.
 CQ1118
 CQ1118;                    North         East    Units  Estimated Accuracy
 CQ1118;SPC LA N     -   265,310.      999,300.      MT  (+/- 180 meters Scaled)
 CQ1118
 CQ1118                          SUPERSEDED SURVEY CONTROL
 CQ1118
 CQ1118  NGVD 29 (??/??/??)   52.334  (m)          171.70   (f) ADJUSTED    2 0
 CQ1118
 CQ1118.Superseded values are not recommended for survey control.
 CQ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1118.See file dsdata.txt to determine how the superseded data were derived.
 CQ1118
 CQ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS460395(NAD 83)
 CQ1118_MARKER: DD = SURVEY DISK
 CQ1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1118_STAMPING: 56V97 1969
 CQ1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1118+STABILITY: SURFACE MOTION
 CQ1118
 CQ1118  HISTORY     - Date     Condition        Report By
 CQ1118  HISTORY     - 1969     MONUMENTED       LADH
 CQ1118
 CQ1118                          STATION DESCRIPTION
 CQ1118
 CQ1118'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1118'6.8 MI SE FROM SPEARSVILLE.
 CQ1118'LOCATED 6.8 MILES SOUTHEAST ALONG STATE HIGHWAY LA. 15 FROM THE POST
 CQ1118'OFFICE IN SPEARSVILLE TO THE MARK ON THE RIGHT.  IT IS AT A
 CQ1118'CROSSROADS, 75 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 140
 CQ1118'FEET NORTH OF THE CENTERLINE OF A PARISH ROAD, 56 FEET NORTHWEST OF
 CQ1118'THE NORTHWEST CORNER OF AN OLD CINDER BLOCK SHOP BUILDING AND 1 FOOT
 CQ1118'SOUTHWEST OF A STEEL WITNESS POST.  IT IS A LDH AND C AND GS B. M.
 CQ1118'DISK STAMPED 56V97 1969 AND SET IN THE TOP OF A CONCRETE POST
 CQ1118'PROJECTING 4-INCHES.  SECTION 18, T 22N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1119 ***********************************************************************
 CQ1119  DESIGNATION -  56 V 98 LADH
 CQ1119  PID         -  CQ1119
 CQ1119  STATE/COUNTY-  LA/UNION
 CQ1119  USGS QUAD   -  TRUXNO (1988)
 CQ1119
 CQ1119                         *CURRENT SURVEY CONTROL
 CQ1119  ___________________________________________________________________
 CQ1119* NAD 83(1986)-  32 52 53.     (N)    092 29 43.     (W)     SCALED    
 CQ1119* NAVD 88     -        53.405  (meters)     175.21   (feet)  ADJUSTED  
 CQ1119  ___________________________________________________________________
 CQ1119  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ1119  DYNAMIC HT  -          53.346 (meters)     175.02  (feet)  COMP
 CQ1119  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 CQ1119
 CQ1119  VERT ORDER  -  SECOND    CLASS 0
 CQ1119
 CQ1119.The horizontal coordinates were scaled from a topographic map and have
 CQ1119.an estimated accuracy of +/- 6 seconds.
 CQ1119
 CQ1119.The orthometric height was determined by differential leveling
 CQ1119.and adjusted by the National Geodetic Survey in June 1991..
 CQ1119
 CQ1119.The geoid height was determined by GEOID03.
 CQ1119
 CQ1119.The dynamic height is computed by dividing the NAVD 88
 CQ1119.geopotential number by the normal gravity value computed on the
 CQ1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1119.degrees latitude (g = 980.6199 gals.).
 CQ1119
 CQ1119.The modeled gravity was interpolated from observed gravity values.
 CQ1119
 CQ1119;                    North         East    Units  Estimated Accuracy
 CQ1119;SPC LA N     -   264,050.    1,000,440.      MT  (+/- 180 meters Scaled)
 CQ1119
 CQ1119                          SUPERSEDED SURVEY CONTROL
 CQ1119
 CQ1119  NGVD 29 (??/??/??)   53.504  (m)          175.54   (f) ADJUSTED    2 0
 CQ1119
 CQ1119.Superseded values are not recommended for survey control.
 CQ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1119.See file dsdata.txt to determine how the superseded data were derived.
 CQ1119
 CQ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS472382(NAD 83)
 CQ1119_MARKER: DD = SURVEY DISK
 CQ1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1119_STAMPING: 56V98 1969
 CQ1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1119+STABILITY: SURFACE MOTION
 CQ1119
 CQ1119  HISTORY     - Date     Condition        Report By
 CQ1119  HISTORY     - 1969     MONUMENTED       LADH
 CQ1119
 CQ1119                          STATION DESCRIPTION
 CQ1119
 CQ1119'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1119'7.8 MI SE FROM SPEARSVILLE.
 CQ1119'LOCATED 7.8 MILES SOUTHEAST ALONG STATE HIGHWAY LA. 15 FROM THE POST
 CQ1119'OFFICE IN SPEARSVILLE TO THE MARK ON THE LEFT.  IT IS ON THE PERCY
 CQ1119'WADE FARM, 68 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 49 FEET
 CQ1119'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 45 FEET EAST OF THE
 CQ1119'SOUTHEAST END OF THE DRIVEWAY CULVERT AND 1 FOOT NORTHEAST OF A STEEL
 CQ1119'WITNESS POST.  IT IS A LDH AND C AND GS B. M. DISK STAMPED 56V98 1969
 CQ1119'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION
 CQ1119'20, T 22N, R 1W.  NOTE-- IT IS 0.9 MILE NORTHWEST OF B. M. 56V99.
 CQ1119'(LDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0317 ***********************************************************************
 CQ0317  DESIGNATION -  56 V 99 LADH
 CQ0317  PID         -  CQ0317
 CQ0317  STATE/COUNTY-  LA/UNION
 CQ0317  USGS QUAD   -  FARMERVILLE (1988)
 CQ0317
 CQ0317                         *CURRENT SURVEY CONTROL
 CQ0317  ___________________________________________________________________
 CQ0317* NAD 83(1986)-  32 52 13.     (N)    092 29 06.     (W)     SCALED    
 CQ0317* NAVD 88     -        51.272  (meters)     168.21   (feet)  ADJUSTED  
 CQ0317  ___________________________________________________________________
 CQ0317  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ0317  DYNAMIC HT  -          51.215 (meters)     168.03  (feet)  COMP
 CQ0317  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 CQ0317
 CQ0317  VERT ORDER  -  SECOND    CLASS 0
 CQ0317
 CQ0317.The horizontal coordinates were scaled from a topographic map and have
 CQ0317.an estimated accuracy of +/- 6 seconds.
 CQ0317
 CQ0317.The orthometric height was determined by differential leveling
 CQ0317.and adjusted by the National Geodetic Survey in June 1991..
 CQ0317
 CQ0317.The geoid height was determined by GEOID03.
 CQ0317
 CQ0317.The dynamic height is computed by dividing the NAVD 88
 CQ0317.geopotential number by the normal gravity value computed on the
 CQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0317.degrees latitude (g = 980.6199 gals.).
 CQ0317
 CQ0317.The modeled gravity was interpolated from observed gravity values.
 CQ0317
 CQ0317;                    North         East    Units  Estimated Accuracy
 CQ0317;SPC LA N     -   262,820.    1,001,400.      MT  (+/- 180 meters Scaled)
 CQ0317
 CQ0317                          SUPERSEDED SURVEY CONTROL
 CQ0317
 CQ0317  NGVD 29 (??/??/??)   51.371  (m)          168.54   (f) ADJUSTED    2 0
 CQ0317
 CQ0317.Superseded values are not recommended for survey control.
 CQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0317.See file dsdata.txt to determine how the superseded data were derived.
 CQ0317
 CQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS481370(NAD 83)
 CQ0317_MARKER: DD = SURVEY DISK
 CQ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0317_STAMPING: 56V99 1969
 CQ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0317+STABILITY: SURFACE MOTION
 CQ0317
 CQ0317  HISTORY     - Date     Condition        Report By
 CQ0317  HISTORY     - 1969     MONUMENTED       LADH
 CQ0317  HISTORY     - 1969     GOOD             LADH
 CQ0317
 CQ0317                          STATION DESCRIPTION
 CQ0317
 CQ0317'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0317'8.5 MI NW FROM FARMERVILLE.
 CQ0317'LOCATED 8.5 MILES NORTHWEST ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0317'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE LEFT.  IT IS 283
 CQ0317'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET SOUTH OF THE
 CQ0317'CENTERLINE OF A PARISH ROAD, 19 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 CQ0317'WEST OF A FENCE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  IT IS A LDH
 CQ0317'AND C AND GS B. M. DISK STAMPED 56V99 1969 AND SET IN THE TOP OF A
 CQ0317'CONCRETE POST PROJECTING 4-INCHES.  SECTION 29, T 22N, R 1W.  NOTE--
 CQ0317'IT IS 0.9 MILE SOUTHEAST OF B.M. 56 V 98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3352 ***********************************************************************
 BJ3352  DESIGNATION -  5665 LAGS
 BJ3352  PID         -  BJ3352
 BJ3352  STATE/COUNTY-  LA/WASHINGTON
 BJ3352  USGS QUAD   -  FRANKLINTON (1983)
 BJ3352
 BJ3352                         *CURRENT SURVEY CONTROL
 BJ3352  ___________________________________________________________________
 BJ3352* NAD 83(1986)-  30 47 14.     (N)    090 12 35.     (W)     SCALED    
 BJ3352* NAVD 88     -        72.588  (meters)     238.15   (feet)  ADJUSTED  
 BJ3352  ___________________________________________________________________
 BJ3352  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3352  DYNAMIC HT  -          72.494 (meters)     237.84  (feet)  COMP
 BJ3352  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BJ3352
 BJ3352  VERT ORDER  -  SECOND    CLASS I
 BJ3352
 BJ3352.The horizontal coordinates were scaled from a topographic map and have
 BJ3352.an estimated accuracy of +/- 6 seconds.
 BJ3352
 BJ3352.The orthometric height was determined by differential leveling
 BJ3352.and adjusted by the National Geodetic Survey in February 1994..
 BJ3352
 BJ3352.The geoid height was determined by GEOID03.
 BJ3352
 BJ3352.The dynamic height is computed by dividing the NAVD 88
 BJ3352.geopotential number by the normal gravity value computed on the
 BJ3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3352.degrees latitude (g = 980.6199 gals.).
 BJ3352
 BJ3352.The modeled gravity was interpolated from observed gravity values.
 BJ3352
 BJ3352;                    North         East    Units  Estimated Accuracy
 BJ3352;SPC LA S     -   254,060.    1,107,550.      MT  (+/- 180 meters Scaled)
 BJ3352
 BJ3352                          SUPERSEDED SURVEY CONTROL
 BJ3352
 BJ3352.No superseded survey control is available for this station.
 BJ3352
 BJ3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ670093(NAD 83)
 BJ3352_MARKER: DB = BENCH MARK DISK
 BJ3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3352_SP_SET: CONCRETE POST
 BJ3352_STAMPING: 5665
 BJ3352_MARK LOGO: LAGS  
 BJ3352_PROJECTION: FLUSH
 BJ3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3352+STABILITY: SURFACE MOTION
 BJ3352
 BJ3352  HISTORY     - Date     Condition        Report By
 BJ3352  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3352  HISTORY     - 1982     GOOD             LADTD
 BJ3352
 BJ3352                          STATION DESCRIPTION
 BJ3352
 BJ3352'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3352'9.2 KM (5.7 MI) SW FROM FRANKLINTON.
 BJ3352'FROM THE INTERSECTION OF STATE HIGHWAY 10, STATE HIGHWAY 16 AND STATE
 BJ3352'HIGHWAY 25 AT THE COURT HOUSE IN FRANKLINTON, GO SOUTHWEST ON STATE
 BJ3352'HIGHWAY 25 FOR 3.8 KM (2.38 MI) TO THE INTERSECTION OF STATE HIGHWAY
 BJ3352'25 AND STATE HIGHWAY 16, THEN GO SOUTHWEST ON STATE HIGHWAY 16 FOR 5.4
 BJ3352'KM (3.34 MI) TO THE STATION ON THE LEFT, 14 METERS (46 FT) SOUTHEAST
 BJ3352'OF THE CENTER OF STATE HIGHWAY 16, 5.9 METERS (19.5 FT) NORTHEAST OF
 BJ3352'THE CENTER OF DRIVEWAY TO HOUSE, 11.1 METERS (36.5 FT) WEST-SOUTHWEST
 BJ3352'OF A FENCE CORNER, 1.8 METERS (6 FT) NORTHWEST OF U.S.B.M. REFERENCE
 BJ3352'MARKER.
 BJ3352'THE MARK IS 0.30 METERS  ESE FROM A WITNESS POST.
 BJ3352'THE MARK IS 0.61 M ABOVE LA 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3341 ***********************************************************************
 BJ3341  DESIGNATION -  5672 LAGS RESET 1968
 BJ3341  PID         -  BJ3341
 BJ3341  STATE/COUNTY-  LA/WASHINGTON
 BJ3341  USGS QUAD   -  FRANKLINTON (1983)
 BJ3341
 BJ3341                         *CURRENT SURVEY CONTROL
 BJ3341  ___________________________________________________________________
 BJ3341* NAD 83(1986)-  30 48 43.     (N)    090 11 03.     (W)     SCALED    
 BJ3341* NAVD 88     -        48.593  (meters)     159.43   (feet)  ADJUSTED  
 BJ3341  ___________________________________________________________________
 BJ3341  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ3341  DYNAMIC HT  -          48.530 (meters)     159.22  (feet)  COMP
 BJ3341  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ3341
 BJ3341  VERT ORDER  -  SECOND    CLASS I
 BJ3341
 BJ3341.The horizontal coordinates were scaled from a topographic map and have
 BJ3341.an estimated accuracy of +/- 6 seconds.
 BJ3341
 BJ3341.The orthometric height was determined by differential leveling
 BJ3341.and adjusted by the National Geodetic Survey in February 1994..
 BJ3341
 BJ3341.The geoid height was determined by GEOID03.
 BJ3341
 BJ3341.The dynamic height is computed by dividing the NAVD 88
 BJ3341.geopotential number by the normal gravity value computed on the
 BJ3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3341.degrees latitude (g = 980.6199 gals.).
 BJ3341
 BJ3341.The modeled gravity was interpolated from observed gravity values.
 BJ3341
 BJ3341;                    North         East    Units  Estimated Accuracy
 BJ3341;SPC LA S     -   256,830.    1,109,970.      MT  (+/- 180 meters Scaled)
 BJ3341
 BJ3341                          SUPERSEDED SURVEY CONTROL
 BJ3341
 BJ3341.No superseded survey control is available for this station.
 BJ3341
 BJ3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ693121(NAD 83)
 BJ3341_MARKER: DB = BENCH MARK DISK
 BJ3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3341_SP_SET: CONCRETE POST
 BJ3341_STAMPING: 5672 RESET 1968
 BJ3341_MARK LOGO: LAGS  
 BJ3341_PROJECTION: FLUSH
 BJ3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3341+STABILITY: SURFACE MOTION
 BJ3341
 BJ3341  HISTORY     - Date     Condition        Report By
 BJ3341  HISTORY     - 1968     MONUMENTED       LAGS
 BJ3341  HISTORY     - 1982     GOOD             LADTD
 BJ3341
 BJ3341                          STATION DESCRIPTION
 BJ3341
 BJ3341'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3341'5.4 KM (3.4 MI) SW FROM FRANKLINTON.
 BJ3341'FROM THE INTERSECTION OF STATE HIGHWAY 10, STATE HIGHWAY 16 AND STATE
 BJ3341'HIGHWAY 25 AT THE COURTHOUSE IN FRANKLINTON, GO SOUTHWEST ON STATE
 BJ3341'HIGHWAY 25 FOR 3.8 KM (2.4 MI) TO THE INTERSECTION OF STATE HIGHWAY 25
 BJ3341'AND STATE HIGHWAY 16, THEN GO SOUTHWEST ON STATE HIGHWAY 16 FOR 1.6 KM
 BJ3341'(1.0 MI) TO THE STATION ON THE LEFT, 17.8 METERS (58.5 FT) SOUTHEAST
 BJ3341'OF CENTER OF STATE HIGHWAY 16, 58.8 METERS (193 FT) NORTHEAST OF THE
 BJ3341'CENTER OF GRADED PARISH ROAD, 49.7 METERS (163 FT) EAST OF CENTER OF
 BJ3341'INTERSECTION OF STATE HIGHWAY 16 AND PARISH ROAD, 1.5 METERS (5 FT)
 BJ3341'NORTH OF U.S.B.M. REFERENCE MARKER.
 BJ3341'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 BJ3341'THE MARK IS 0.61 M BELOW LA 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3340 ***********************************************************************
 BJ3340  DESIGNATION -  5674 LAGS RESET 1968
 BJ3340  PID         -  BJ3340
 BJ3340  STATE/COUNTY-  LA/WASHINGTON
 BJ3340  USGS QUAD   -  FRANKLINTON (1983)
 BJ3340
 BJ3340                         *CURRENT SURVEY CONTROL
 BJ3340  ___________________________________________________________________
 BJ3340* NAD 83(1992)-  30 49 09.48178(N)    090 10 35.19924(W)     ADJUSTED  
 BJ3340* NAVD 88     -        46.317  (meters)     151.96   (feet)  ADJUSTED  
 BJ3340  ___________________________________________________________________
 BJ3340  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BJ3340  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3340  DYNAMIC HT  -          46.257 (meters)     151.76  (feet)  COMP
 BJ3340  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BJ3340
 BJ3340  HORZ ORDER  -  SECOND
 BJ3340  VERT ORDER  -  SECOND    CLASS I
 BJ3340
 BJ3340.The horizontal coordinates were established by classical geodetic methods
 BJ3340.and adjusted by the National Geodetic Survey in May 1994..
 BJ3340.No horizontal observational check was made to the station.
 BJ3340
 BJ3340.The orthometric height was determined by differential leveling
 BJ3340.and adjusted by the National Geodetic Survey in February 1994..
 BJ3340
 BJ3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3340
 BJ3340.The geoid height was determined by GEOID03.
 BJ3340
 BJ3340.The dynamic height is computed by dividing the NAVD 88
 BJ3340.geopotential number by the normal gravity value computed on the
 BJ3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3340.degrees latitude (g = 980.6199 gals.).
 BJ3340
 BJ3340.The modeled gravity was interpolated from observed gravity values.
 BJ3340
 BJ3340;                    North         East     Units Scale Factor Converg.
 BJ3340;SPC LA S     -   257,648.697 1,110,696.801   MT  1.00002755   +0 34 42.5
 BJ3340;SPC LA S     -   845,302.43  3,644,011.09   sFT  1.00002755   +0 34 42.5
 BJ3340;UTM  15      - 3,412,987.791   770,113.007   MT  1.00050012   +1 26 50.9
 BJ3340
 BJ3340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3340!SPC LA S     -   0.99999704  x   1.00002755  =   1.00002459
 BJ3340!UTM  15      -   0.99999704  x   1.00050012  =   1.00049716
 BJ3340
 BJ3340                          SUPERSEDED SURVEY CONTROL
 BJ3340
 BJ3340  NAD 83(1992)-  30 49 09.48173(N)    090 10 35.19884(W) AD(       ) 2
 BJ3340  NAD 83(1986)-  30 49 09.49833(N)    090 10 35.19651(W) AD(       ) 2
 BJ3340  NGVD 29 (09/03/91)   46.33   (m)          152.0    (f) LEVELING    3  
 BJ3340
 BJ3340.Superseded values are not recommended for survey control.
 BJ3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3340.See file dsdata.txt to determine how the superseded data were derived.
 BJ3340
 BJ3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7011312988(NAD 83)
 BJ3340_MARKER: DB = BENCH MARK DISK
 BJ3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3340_SP_SET: CONCRETE POST
 BJ3340_STAMPING: 5674 RESET 1968
 BJ3340_MARK LOGO: LAGS  
 BJ3340_PROJECTION: FLUSH
 BJ3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3340+STABILITY: SURFACE MOTION
 BJ3340
 BJ3340  HISTORY     - Date     Condition        Report By
 BJ3340  HISTORY     - 1968     MONUMENTED       LADH
 BJ3340  HISTORY     - 1979     GOOD             LADTD
 BJ3340  HISTORY     - 1982     GOOD             LADTD
 BJ3340
 BJ3340                          STATION DESCRIPTION
 BJ3340
 BJ3340'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3340'THE STATION IS LOCATED ABOUT 453 METERS (1485 FEET) SOUTHWEST OF THE
 BJ3340'JUNCTION OF STATE HIGHWAYS 16 AND 25, SOUTH OF FRANKLINTON.
 BJ3340'
 BJ3340'TO REACH THE STATION FROM THE COURTHOUSE IN FRANKLINTON GO SOUTHWEST
 BJ3340'ON STATE HIGHWAY 25 FOR 3.8 KM (2.38 MILES) TO THE JUNCTION OF STATE
 BJ3340'HIGHWAY 16, THENCE SOUTHWEST ON HIGHWAY 16 FOR 0.4 KM (0.27 MILE) TO
 BJ3340'THE STATION ON THE LEFT.
 BJ3340'
 BJ3340'THE STATION IS A STANDARD LGS DISK STAMPED---5674 RESET
 BJ3340'1968--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON
 BJ3340'SIDE FLUSH WITH THE GROUND LOCATED 18 METERS SE FROM THE CENTER OF
 BJ3340'STATE HIGHWAY 16, 12.5 METERS SW FROM THE CENTER OF A GRAVEL ROAD
 BJ3340'LEADING SOUTH, AND 0.3 METERS SE FROM A METAL WITNESS POST AND SIGN.
 BJ3340
 BJ3340                          STATION RECOVERY (1982)
 BJ3340
 BJ3340'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3340'4.2 KM (2.6 MI) SW FROM FRANKLINTON.
 BJ3340'FROM THE INTERSECTION OF STATE HIGHWAY 10, STATE HIGHWAY 16 AND STATE
 BJ3340'HIGHWAY 25 AT THE COURTHOUSE IN FRANKLINTON, GO SOUTHWEST ON STATE
 BJ3340'HIGHWAY 25 FOR 3.8 KM (2.38 MI) TO THE INTERSECTION OF STATE HIGHWAY
 BJ3340'25 AND STATE HIGHWAY 16, THEN GO SOUTHWEST ON STATE HIGHWAY 16 FOR 0.4
 BJ3340'KM (0.27 MI) TO THE STATION ON THE LEFT, 18 METERS (59 FT) SOUTHEAST
 BJ3340'OF CENTER OF STATE HIGHWAY 16, 12.5 METERS (41 FT) SOUTHWEST OF THE
 BJ3340'CENTER OF A GRAVEL DRIVE, 0.8 METER (2.5 FT) NORTHWEST OF A TELEPHONE
 BJ3340'PEDESTAL, 8.8 METERS (29 FT) SOUTH-SOUTHWEST OF WEST END OF METAL
 BJ3340'CULVERT UNDER GRAVEL DRIVE.
 BJ3340'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3340'THE MARK IS 0.76 M BELOW LA 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3189 ***********************************************************************
 DH3189  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3189  DESIGNATION -  569+83.30=WPLD 114 LMS 114
 DH3189  PID         -  DH3189
 DH3189  STATE/COUNTY-  LA/PLAQUEMINES
 DH3189  USGS QUAD   -  BERTRANDVILLE (1992)
 DH3189
 DH3189                         *CURRENT SURVEY CONTROL
 DH3189  ___________________________________________________________________
 DH3189* NAD 83(1992)-  29 47 21.32658(N)    090 01 14.66310(W)     ADJUSTED  
 DH3189* NAVD 88     -         4.69 **(meters)      15.4  **(feet)  GPS OBS(2004.65)
 DH3189  **This station is located in a subsidence area (see below).
 DH3189  ___________________________________________________________________
 DH3189  X           -      -2,005.309 (meters)                     COMP
 DH3189  Y           -  -5,539,881.455 (meters)                     COMP
 DH3189  Z           -   3,150,110.771 (meters)                     COMP
 DH3189  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DH3189  ELLIP HEIGHT-         -20.82  (meters)          (05/09/05) GPS OBS
 DH3189  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DH3189
 DH3189  HORZ ORDER  -  B
 DH3189  ELLP ORDER  -  FOURTH    CLASS II
 DH3189
 DH3189.The horizontal coordinates were established by GPS observations
 DH3189.and adjusted by the National Geodetic Survey in May 2005..
 DH3189
 DH3189 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3189 ** and geoid heights are valid at the date of observation. These heights
 DH3189 ** must always be validated when used as control.
 DH3189 ** The orthometric height was determined by GPS observations using
 DH3189 ** precise GPS observation and processing techniques and a new
 DH3189 ** realization of GEOID03. It supersedes the leveled height previously
 DH3189 ** determined for this station.
 DH3189 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3189 ** epoch indicated which incorporates improved geoid heights for the
 DH3189 ** Southern Louisiana Subsidence area.
 DH3189 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3189.The orthometric height was determined by GPS observations and a
 DH3189.high-resolution geoid model using precise GPS observation and
 DH3189.processing techniques.
 DH3189
 DH3189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3189
 DH3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3189
 DH3189.The ellipsoidal height was determined by GPS observations
 DH3189.and is referenced to NAD 83.
 DH3189
 DH3189.The geoid height was determined by GEOID03.
 DH3189
 DH3189;                    North         East     Units Scale Factor Converg.
 DH3189;SPC LA S     -   143,633.966 1,126,902.669   MT  0.99993252   +0 39 22.7
 DH3189;SPC LA S     -   471,239.10  3,697,179.84   sFT  0.99993252   +0 39 22.7
 DH3189;UTM  15      - 3,299,156.017   788,014.130   MT  1.00062362   +1 28 52.1
 DH3189;UTM  16      - 3,299,260.473   207,974.039   MT  1.00065234   -1 30 06.5
 DH3189
 DH3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3189!SPC LA S     -   1.00000327  x   0.99993252  =   0.99993579
 DH3189!UTM  15      -   1.00000327  x   1.00062362  =   1.00062689
 DH3189!UTM  16      -   1.00000327  x   1.00065234  =   1.00065561
 DH3189
 DH3189                          SUPERSEDED SURVEY CONTROL
 DH3189
 DH3189.No superseded survey control is available for this station.
 DH3189
 DH3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8801499156(NAD 83)
 DH3189_MARKER: DD = SURVEY DISK
 DH3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3189_STAMPING: WPLD 114 LMS 114 1977
 DH3189_PROJECTION: RECESSED 3 CENTIMETERS
 DH3189_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3189+STABILITY: SURFACE MOTION
 DH3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3189+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 DH3189
 DH3189  HISTORY     - Date     Condition        Report By
 DH3189  HISTORY     - UNK      MONUMENTED       USACE
 DH3189  HISTORY     - 20030128 GOOD             3001
 DH3189
 DH3189                          STATION DESCRIPTION
 DH3189
 DH3189'DESCRIBED BY 3001, INC 2003 (MH)
 DH3189'THE STATION IS LOCATED IN PLAQUEMINES PARISH,  OAKVILLE, LA ABOUT 4.05
 DH3189'MILES EAST  NORTHEAST OF CROWN POINT, LA AND 4.9 MILES SOUTHWEST OF
 DH3189'BELLE CHASSE, LA
 DH3189' 
 DH3189'OWNERSHIP- COE
 DH3189' 
 DH3189'TO REACH THE STATION FROM THE INTERSECTION OF HEY 23 AND OAKVILLE ST
 DH3189'OAKVILLE, LA (SW  OF BELLE CHASSE) GO 0.1 MILES EAST ON OAKVILLE ST TO
 DH3189'LEVEE AND TURN LEFT (NORTH) ON TOP OF LEVEE.
 DH3189' 
 DH3189'THE STATION IS A 3.5IN ROUND COE BRASS CAP SET IN CONCRETE, 1.3' BELOW
 DH3189'GROUND SURFACE,  STAMPED WPLD-114 LMS-114 1977, 7.5'  NORTHWEST OF TOP
 DH3189'EDGE OF CONCRETE SLOPE PAVING, 5' NORTHWEST OF F/S CROWN OF LEVEE, 27'
 DH3189'NORTHEAST  OF A LEVEE STATION MARKER SIGN 570.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3106 ***********************************************************************
 CQ3106  DESIGNATION -  57
 CQ3106  PID         -  CQ3106
 CQ3106  STATE/COUNTY-  LA/RED RIVER
 CQ3106  USGS QUAD   -  COUSHATTA (1979)
 CQ3106
 CQ3106                         *CURRENT SURVEY CONTROL
 CQ3106  ___________________________________________________________________
 CQ3106* NAD 83(1992)-  32 00 35.70504(N)    093 21 05.17062(W)     ADJUSTED  
 CQ3106* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 CQ3106  ___________________________________________________________________
 CQ3106  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CQ3106  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3106
 CQ3106  HORZ ORDER  -  SECOND
 CQ3106
 CQ3106.The horizontal coordinates were established by classical geodetic methods
 CQ3106.and adjusted by the National Geodetic Survey in January 1993..
 CQ3106
 CQ3106.The orthometric height was scaled from a topographic map.
 CQ3106
 CQ3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3106
 CQ3106.The geoid height was determined by GEOID03.
 CQ3106
 CQ3106;                    North         East     Units Scale Factor Converg.
 CQ3106;SPC LA N     -   167,728.108   919,561.355   MT  0.99991603   -0 27 00.6
 CQ3106;SPC LA N     -   550,287.97  3,016,927.55   sFT  0.99991603   -0 27 00.6
 CQ3106;UTM  15      - 3,541,588.995   466,808.447   MT  0.99961359   -0 11 10.6
 CQ3106
 CQ3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3106!SPC LA N     -   0.99999780  x   0.99991603  =   0.99991383
 CQ3106!UTM  15      -   0.99999780  x   0.99961359  =   0.99961139
 CQ3106
 CQ3106                          SUPERSEDED SURVEY CONTROL
 CQ3106
 CQ3106  NAD 83(1986)-  32 00 35.71788(N)    093 21 05.16472(W) AD(       ) 2
 CQ3106  NAD 27      -  32 00 35.13950(N)    093 21 04.54120(W) AD(       ) 2
 CQ3106
 CQ3106.Superseded values are not recommended for survey control.
 CQ3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3106.See file dsdata.txt to determine how the superseded data were derived.
 CQ3106
 CQ3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6680841589(NAD 83)
 CQ3106_MARKER: P = PIPE CAP
 CQ3106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ3106
 CQ3106  HISTORY     - Date     Condition        Report By
 CQ3106  HISTORY     - 1941     MONUMENTED       USE
 CQ3106
 CQ3106                          STATION DESCRIPTION
 CQ3106
 CQ3106'DESCRIBED BY US ENGINEERS 1941 (HJH)
 CQ3106'STATION IS IN THE SW PART OF THE TOWN OF COUSHATTA ON THE W
 CQ3106'BANK OF THE RED RIVER IN THE NW CORNER OF A GRAZING FIELD
 CQ3106'THAT WAS FORMERLY THE YARD OF THE OLD PARISH COURTHOUSE.
 CQ3106'IT IS ABOUT 125 YARDS S OF THE HOUSE OF C.T. BROWN WHICH STANDS
 CQ3106'ON HOGANS ALLEY, W OF CHERRY STREET.  IT IS 5 FEET W OF A
 CQ3106'28-INCH CHINABERRY TREE AND ABOUT 8 FEET SE OF A FENCE CORNER.
 CQ3106'
 CQ3106'STATION IS MARKED BY A ROUND CENTER ON A 6-INCH CAP OF A 5-INCH
 CQ3106'CAST IRON PIPE SET VERTICALLY IN THE GROUND AND PROJECTING
 CQ3106'ABOUT 7 INCHES.  THE CAP BEARS THE LEGEND USE BM.
 CQ3106'
 CQ3106'IT IS LOCATED BY TRAVERSE FROM STATION COUSHATTA WHICH
 CQ3106'IS 123.315 METERS N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3914 ***********************************************************************
 BJ3914  DESIGNATION -  57 73
 BJ3914  PID         -  BJ3914
 BJ3914  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3914  USGS QUAD   -  ST GABRIEL (1995)
 BJ3914
 BJ3914                         *CURRENT SURVEY CONTROL
 BJ3914  ___________________________________________________________________
 BJ3914* NAD 83(1986)-  30 21 22.     (N)    091 06 20.     (W)     SCALED    
 BJ3914* NAVD 88     -         3.959  (meters)      12.99   (feet)  ADJUSTED  
 BJ3914  ___________________________________________________________________
 BJ3914  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3914  DYNAMIC HT  -           3.954 (meters)      12.97  (feet)  COMP
 BJ3914  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 BJ3914
 BJ3914  VERT ORDER  -  SECOND    CLASS II
 BJ3914
 BJ3914.The horizontal coordinates were scaled from a topographic map and have
 BJ3914.an estimated accuracy of +/- 6 seconds.
 BJ3914
 BJ3914.The orthometric height was determined by differential leveling
 BJ3914.and adjusted by the National Geodetic Survey in February 1994..
 BJ3914
 BJ3914.The geoid height was determined by GEOID03.
 BJ3914
 BJ3914.The dynamic height is computed by dividing the NAVD 88
 BJ3914.geopotential number by the normal gravity value computed on the
 BJ3914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3914.degrees latitude (g = 980.6199 gals.).
 BJ3914
 BJ3914.The modeled gravity was interpolated from observed gravity values.
 BJ3914
 BJ3914;                    North         East    Units  Estimated Accuracy
 BJ3914;SPC LA S     -   205,760.    1,021,900.      MT  (+/- 180 meters Scaled)
 BJ3914
 BJ3914                          SUPERSEDED SURVEY CONTROL
 BJ3914
 BJ3914.No superseded survey control is available for this station.
 BJ3914
 BJ3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP820597(NAD 83)
 BJ3914_MARKER: DB = BENCH MARK DISK
 BJ3914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3914_SP_SET: CONCRETE POST
 BJ3914_STAMPING: 57-73 1973
 BJ3914_MARK LOGO: LA-033
 BJ3914_PROJECTION: FLUSH
 BJ3914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3914+STABILITY: SURFACE MOTION
 BJ3914
 BJ3914  HISTORY     - Date     Condition        Report By
 BJ3914  HISTORY     - 1973     MONUMENTED       LA-033
 BJ3914  HISTORY     - 1987     GOOD             LA-033
 BJ3914
 BJ3914                          STATION DESCRIPTION
 BJ3914
 BJ3914'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3914'IN BATON ROUGE.
 BJ3914'LOCATED SOUTH OF THE CITY OF BATON ROUGE ABOUT 1.6 KM (1.0 MI)
 BJ3914'SOUTHEAST ON HIGHLAND ROAD FROM ITS INTERSECTION WITH GARDERE LANE TO
 BJ3914'THE MARK ON THE LEFT NEAR A DRIVE LEADING TO OPEN FIELD, 14.6 METERS
 BJ3914'(48 FEET) NORTHEAST OF THE CENTER OF HIGHLAND, 7.0 METERS (23 FEET)
 BJ3914'NORTHWEST OF THE CENTER OF A DRIVE, 1.8 METERS (6 FEET) SOUTHEAST OF
 BJ3914'AN 8-INCH PINE TREE WITH A WITNESS SIGN ATTACHED.
 BJ3914'THE MARK IS 1.83 METERS  SE FROM A WITNESS POST.
 BJ3914'THE MARK IS 0.31 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1489 ***********************************************************************
 BW1489  DESIGNATION -  57 DIETZE BOLT
 BW1489  PID         -  BW1489
 BW1489  STATE/COUNTY-  LA/CONCORDIA
 BW1489  USGS QUAD   -  SPOKANE (1976)
 BW1489
 BW1489                         *CURRENT SURVEY CONTROL
 BW1489  ___________________________________________________________________
 BW1489* NAD 83(1986)-  31 40 49.     (N)    091 29 33.     (W)     SCALED    
 BW1489* NAVD 88     -        18.70   (+/-2cm)      61.4    (feet)  VERTCON   
 BW1489  ___________________________________________________________________
 BW1489  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1489
 BW1489  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1489
 BW1489.The horizontal coordinates were scaled from a topographic map and have
 BW1489.an estimated accuracy of +/- 6 seconds.
 BW1489
 BW1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1489.The vertical order pertains to the NGVD 29 superseded value.
 BW1489
 BW1489.The geoid height was determined by GEOID03.
 BW1489
 BW1489;                    North         East    Units  Estimated Accuracy
 BW1489;SPC LA N     -   131,310.    1,095,520.      MT  (+/- 180 meters Scaled)
 BW1489
 BW1489                          SUPERSEDED SURVEY CONTROL
 BW1489
 BW1489  NGVD 29 (??/??/92)   18.700  (m)           61.35   (f) ADJ UNCH    1 2
 BW1489
 BW1489.Superseded values are not recommended for survey control.
 BW1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1489.See file dsdata.txt to determine how the superseded data were derived.
 BW1489
 BW1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR428059(NAD 83)
 BW1489_MARKER: B = BOLT
 BW1489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1489_SP_SET: CONCRETE SLAB
 BW1489_STAMPING: P B M 57
 BW1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1489
 BW1489  HISTORY     - Date     Condition        Report By
 BW1489  HISTORY     - UNK      MONUMENTED       DOD
 BW1489  HISTORY     - 1966     GOOD             NGS
 BW1489
 BW1489                          STATION DESCRIPTION
 BW1489
 BW1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1489'5.35 MI NE FROM FERRIDAY.
 BW1489'5.35 MILES NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST OFFICE AT
 BW1489'FERRIDAY, IN T 8 N, R 10 E, ABOUT MIDWAY BETWEEN 2 DRIVEWAYS TO A
 BW1489'SMALL WHITE HOUSE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 BW1489'HIGHWAY, 17 FEET NORTHEAST OF A POWER POLE WHICH IS THE FIRST POLE
 BW1489'SOUTHWEST OF A POWER POLE BEARING A TRANSFORMER AND STREET LIGHT AND
 BW1489'THE FIRST POLE NORTHEAST OF A POWER POLE BEARING A TRANSFORMER, 1.0
 BW1489'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 BW1489'OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT
 BW1489'3 FEET BELOW THE GROUND, ACCESS IRON PIPE BEARING A BRASS CAP AND
 BW1489'PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1488 ***********************************************************************
 BW1488  DESIGNATION -  57 DIETZE CAP
 BW1488  PID         -  BW1488
 BW1488  STATE/COUNTY-  LA/CONCORDIA
 BW1488  USGS QUAD   -  SPOKANE (1976)
 BW1488
 BW1488                         *CURRENT SURVEY CONTROL
 BW1488  ___________________________________________________________________
 BW1488* NAD 83(1986)-  31 40 49.     (N)    091 29 33.     (W)     SCALED    
 BW1488* NAVD 88     -        19.93   (+/-2cm)      65.4    (feet)  VERTCON   
 BW1488  ___________________________________________________________________
 BW1488  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1488
 BW1488  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1488
 BW1488.The horizontal coordinates were scaled from a topographic map and have
 BW1488.an estimated accuracy of +/- 6 seconds.
 BW1488
 BW1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1488.The vertical order pertains to the NGVD 29 superseded value.
 BW1488
 BW1488.The geoid height was determined by GEOID03.
 BW1488
 BW1488;                    North         East    Units  Estimated Accuracy
 BW1488;SPC LA N     -   131,310.    1,095,520.      MT  (+/- 180 meters Scaled)
 BW1488
 BW1488                          SUPERSEDED SURVEY CONTROL
 BW1488
 BW1488  NGVD 29 (??/??/92)   19.930  (m)           65.39   (f) ADJ UNCH    1 2
 BW1488
 BW1488.Superseded values are not recommended for survey control.
 BW1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1488.See file dsdata.txt to determine how the superseded data were derived.
 BW1488
 BW1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR428059(NAD 83)
 BW1488_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1488_STAMPING: P B M 57
 BW1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1488
 BW1488  HISTORY     - Date     Condition        Report By
 BW1488  HISTORY     - UNK      MONUMENTED       DOD
 BW1488  HISTORY     - 1966     GOOD             NGS
 BW1488  HISTORY     - 1981     GOOD             LADTD
 BW1488
 BW1488                          STATION DESCRIPTION
 BW1488
 BW1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1488'5.35 MI NE FROM FERRIDAY.
 BW1488'ABOUT 5.35 MILES NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST
 BW1488'OFFICE AT FERRIDAY, IN T 8 N, R 10 E, ABOUT MIDWAY BETWEEN 2 DRIVEWAYS
 BW1488'TO A SMALL WHITE HOUSE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 BW1488'HIGHWAY, 17 FEET NORTHEAST OF A POWER POLE WHICH IS THE FIRST POLE
 BW1488'SOUTHWEST OF A POWER POLE BEARING A TRANSFORMER AND STREET LIGHT AND
 BW1488'THE FIRST POLE NORTHEAST OF A POWER POLE BEARING A TRANSFORMER, 1.0
 BW1488'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 BW1488'OF THE HIGHWAY, A 4-INCH CAST IRON PIPE BEARING A BRASS CAP AND
 BW1488'PROJECTING 1 FOOT ABOVE THE GROUND.
 BW1488
 BW1488                          STATION RECOVERY (1981)
 BW1488
 BW1488'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1488'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 9.08 KM
 BW1488'(5.64 MI) NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST OFFICE AT
 BW1488'FERRIDAY, IN T 8 N, R 10 E, ABOUT MIDWAY BETWEEN 2 DRIVEWAYS TO A
 BW1488'SMALL WHITE HOUSE ON THE LEFT, 10.5 METERS (34.5 FT) NORTHWEST OF THE
 BW1488'CENTER OF THE HIGHWAY, 6.2 METERS (20.5 FT) EAST-SOUTHEAST OF A 20
 BW1488'INCH PECAN TREE, 5.5 METERS (18 FT) NORTHEAST OF A POWER POLE WHICH IS
 BW1488'THE FIRST POLE SOUTHWEST OF A POWER POLE BEARING A TRANSFORMER AND
 BW1488'STREET LIGHT AND THE FIRST POLE NORTHEAST OF A POWER POLE BEARING A
 BW1488'TRANSFORMER.
 BW1488'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BW1488'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 568.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0907 ***********************************************************************
 BK0907  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0907  DESIGNATION -  57 V 120 LADTD
 BK0907  PID         -  BK0907
 BK0907  STATE/COUNTY-  LA/VERMILION
 BK0907  USGS QUAD   -  GUEYDAN (1984)
 BK0907
 BK0907                         *CURRENT SURVEY CONTROL
 BK0907  ___________________________________________________________________
 BK0907* NAD 83(1992)-  30 01 15.41983(N)    092 35 55.62355(W)     ADJUSTED  
 BK0907* NAVD 88     -         1.90 **(meters)       6.2  **(feet)  GPS OBS(2004.65)
 BK0907  **This station is located in a subsidence area (see below).
 BK0907  ___________________________________________________________________
 BK0907  EPOCH DATE  -        2004.65
 BK0907  X           -    -250,607.414 (meters)                     COMP
 BK0907  Y           -  -5,521,388.977 (meters)                     COMP
 BK0907  Z           -   3,172,372.205 (meters)                     COMP
 BK0907  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BK0907  ELLIP HEIGHT-         -25.06  (meters)          (06/22/05) GPS OBS
 BK0907  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BK0907  DYNAMIC HT  -           1.89  (meters)       6.2   (feet)  COMP
 BK0907  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 BK0907
 BK0907  HORZ ORDER  -  B
 BK0907  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0907  ELLP ORDER  -  FOURTH    CLASS I
 BK0907
 BK0907.The horizontal coordinates were established by GPS observations
 BK0907.and adjusted by the National Geodetic Survey in June 2005..
 BK0907.The horizontal coordinates are valid at the epoch date displayed above.
 BK0907.The epoch date for horizontal control is a decimal equivalence
 BK0907.of Year/Month/Day.
 BK0907
 BK0907 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0907 ** and geoid heights are valid at the date of observation. These heights
 BK0907 ** must always be validated when used as control.
 BK0907 ** The orthometric height was determined by GPS observations using
 BK0907 ** precise GPS observation and processing techniques and a new
 BK0907 ** realization of GEOID03. It supersedes the leveled height previously
 BK0907 ** determined for this station.
 BK0907 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0907 ** epoch indicated which incorporates improved geoid heights for the
 BK0907 ** Southern Louisiana Subsidence area.
 BK0907 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0907.The orthometric height was determined by GPS observations and a
 BK0907.high-resolution geoid model using precise GPS observation and
 BK0907.processing techniques. It supersedes the leveled height previously
 BK0907.determined for this station.
 BK0907.WARNING-GPS observations at this control monument resulted in a GPS
 BK0907.derived orthometric height which differed from the leveled height by
 BK0907.more than one decimeter (0.1 meter).
 BK0907.The vertical order pertains to the first NAVD 88 superseded value.
 BK0907
 BK0907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0907
 BK0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0907
 BK0907.The ellipsoidal height was determined by GPS observations
 BK0907.and is referenced to NAD 83.
 BK0907
 BK0907.The geoid height was determined by GEOID03.
 BK0907
 BK0907.The dynamic height is computed by dividing the NAVD 88
 BK0907.geopotential number by the normal gravity value computed on the
 BK0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0907.degrees latitude (g = 980.6199 gals.).
 BK0907
 BK0907.The modeled gravity was interpolated from observed gravity values.
 BK0907
 BK0907;                    North         East     Units Scale Factor Converg.
 BK0907;SPC LA S     -   169,262.592   877,938.534   MT  0.99992581   -0 37 57.9
 BK0907;SPC LA S     -   555,322.35  2,880,370.01   sFT  0.99992581   -0 37 57.9
 BK0907;UTM  15      - 3,321,174.553   538,688.352   MT  0.99961847   +0 12 02.7
 BK0907
 BK0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0907!SPC LA S     -   1.00000394  x   0.99992581  =   0.99992975
 BK0907!UTM  15      -   1.00000394  x   0.99961847  =   0.99962240
 BK0907
 BK0907                          SUPERSEDED SURVEY CONTROL
 BK0907
 BK0907  NAVD 88 (02/14/94)    2.157  (m)            7.08   (f) ADJUSTED    1 2
 BK0907  NGVD 29 (??/??/??)    2.158  (m)            7.08   (f) ADJUSTED    1 2
 BK0907
 BK0907.Superseded values are not recommended for survey control.
 BK0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0907.See file dsdata.txt to determine how the superseded data were derived.
 BK0907
 BK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3868821175(NAD 83)
 BK0907_MARKER: DD = SURVEY DISK
 BK0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0907_STAMPING: 57V120 1968
 BK0907_MARK LOGO: LADH  
 BK0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0907+STABILITY: SURFACE MOTION
 BK0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0907+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 BK0907
 BK0907  HISTORY     - Date     Condition        Report By
 BK0907  HISTORY     - 1968     MONUMENTED       LADTD
 BK0907  HISTORY     - 1982     GOOD             NGS
 BK0907  HISTORY     - 20011210 GOOD             NGS
 BK0907  HISTORY     - 20040601 GOOD             NGS
 BK0907  HISTORY     - 20050530 GOOD             USPSQD
 BK0907
 BK0907                          STATION DESCRIPTION
 BK0907
 BK0907'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0907'5.50 MI W FROM GUEYDAN.
 BK0907'ABOUT 0.30 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0907'THE SOUTHERN PACIFIC RAILROAD STATION IN GUEYDAN TO ITS INTERSECTION
 BK0907'WITH LOUISIANA HIGHWAY 14.  THENCE ABOUT 5.20 MILES WEST ALONG
 BK0907'LOUISIANA HIGHWAY 14.  IN SECTION 7, T12S, R2W.  87.5 FEET SOUTH OF
 BK0907'THE CENTERLINE OF LOUISIANA HIGHWAY 14, 63.1 FEET WEST OF THE
 BK0907'CENTERLINE OF A GRAVEL ROAD LEADING SOUTH, 46.4 FEET SOUTHWEST OF A
 BK0907'POWER POLE, 1.5 FEET NORTHEAST OF A BARBED WIRE FENCE.  SET IN TOP OF
 BK0907'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BK0907'POST IS SET 1.0 FOOT SOUTHWEST OF THE MARK.
 BK0907
 BK0907                          STATION RECOVERY (1982)
 BK0907
 BK0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0907'RECOVERED IN GOOD CONDITION, CHANGE THE TO REACH TO READ--8.8
 BK0907'KILOMETERS (5.5 MILES) WEST ALONG STATE HIGHWAY 14 FROM THE
 BK0907'INTERSECTION OF STATE HIGHWAY 91 IN GUEYDAN TO THE MARK ON THE RIGHT.
 BK0907
 BK0907                          STATION RECOVERY (2001)
 BK0907
 BK0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK0907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK0907
 BK0907                          STATION RECOVERY (2004)
 BK0907
 BK0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0907'RECOVERED AS DESCRIBED.
 BK0907
 BK0907                          STATION RECOVERY (2005)
 BK0907
 BK0907'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK0907'THE GRAVEL ROAD IS NOW PAVED AND NAMED BOURQUE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0250 ***********************************************************************
 AV0250  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0250  DESIGNATION -  57 V 35
 AV0250  PID         -  AV0250
 AV0250  STATE/COUNTY-  LA/VERMILION
 AV0250  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0250
 AV0250                         *CURRENT SURVEY CONTROL
 AV0250  ___________________________________________________________________
 AV0250* NAD 83(1992)-  29 50 31.89578(N)    092 12 38.52315(W)     ADJUSTED  
 AV0250* NAVD 88     -         1.13 **(meters)       3.7  **(feet)  GPS OBS(2004.65)
 AV0250  **This station is located in a subsidence area (see below).
 AV0250  ___________________________________________________________________
 AV0250  EPOCH DATE  -        2004.65
 AV0250  X           -    -213,585.123 (meters)                     COMP
 AV0250  Y           -  -5,532,839.333 (meters)                     COMP
 AV0250  Z           -   3,155,199.683 (meters)                     COMP
 AV0250  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0250  ELLIP HEIGHT-         -25.32  (meters)          (06/22/05) GPS OBS
 AV0250  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AV0250  DYNAMIC HT  -           1.13  (meters)       3.7   (feet)  COMP
 AV0250  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 AV0250
 AV0250  HORZ ORDER  -  B
 AV0250  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0250  ELLP ORDER  -  FOURTH    CLASS I
 AV0250
 AV0250.The horizontal coordinates were established by GPS observations
 AV0250.and adjusted by the National Geodetic Survey in June 2005..
 AV0250.The horizontal coordinates are valid at the epoch date displayed above.
 AV0250.The epoch date for horizontal control is a decimal equivalence
 AV0250.of Year/Month/Day.
 AV0250
 AV0250 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0250 ** and geoid heights are valid at the date of observation. These heights
 AV0250 ** must always be validated when used as control.
 AV0250 ** The orthometric height was determined by GPS observations using
 AV0250 ** precise GPS observation and processing techniques and a new
 AV0250 ** realization of GEOID03. It supersedes the leveled height previously
 AV0250 ** determined for this station.
 AV0250 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0250 ** epoch indicated which incorporates improved geoid heights for the
 AV0250 ** Southern Louisiana Subsidence area.
 AV0250 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0250.The orthometric height was determined by GPS observations and a
 AV0250.high-resolution geoid model using precise GPS observation and
 AV0250.processing techniques. It supersedes the leveled height previously
 AV0250.determined for this station.
 AV0250.WARNING-GPS observations at this control monument resulted in a GPS
 AV0250.derived orthometric height which differed from the leveled height by
 AV0250.more than one decimeter (0.1 meter).
 AV0250.The vertical order pertains to the first NAVD 88 superseded value.
 AV0250
 AV0250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0250
 AV0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0250
 AV0250.The ellipsoidal height was determined by GPS observations
 AV0250.and is referenced to NAD 83.
 AV0250
 AV0250.The geoid height was determined by GEOID03.
 AV0250
 AV0250.The dynamic height is computed by dividing the NAVD 88
 AV0250.geopotential number by the normal gravity value computed on the
 AV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0250.degrees latitude (g = 980.6199 gals.).
 AV0250
 AV0250.The modeled gravity was interpolated from observed gravity values.
 AV0250
 AV0250;                    North         East     Units Scale Factor Converg.
 AV0250;SPC LA S     -   149,099.208   915,219.255   MT  0.99992956   -0 26 19.3
 AV0250;SPC LA S     -   489,169.65  3,002,681.84   sFT  0.99992956   -0 26 19.3
 AV0250;UTM  15      - 3,301,560.649   576,247.456   MT  0.99967173   +0 23 34.0
 AV0250
 AV0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0250!SPC LA S     -   1.00000398  x   0.99992956  =   0.99993354
 AV0250!UTM  15      -   1.00000398  x   0.99967173  =   0.99967571
 AV0250
 AV0250                          SUPERSEDED SURVEY CONTROL
 AV0250
 AV0250  NAVD 88 (02/14/94)    1.234  (m)            4.05   (f) ADJUSTED    1 2
 AV0250  NGVD 29 (??/??/??)    1.240  (m)            4.07   (f) ADJUSTED    1 2
 AV0250
 AV0250.Superseded values are not recommended for survey control.
 AV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0250.See file dsdata.txt to determine how the superseded data were derived.
 AV0250
 AV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7624701561(NAD 83)
 AV0250_MARKER: DD = SURVEY DISK
 AV0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0250_SP_SET: CONCRETE POST
 AV0250_STAMPING: 57 V 35
 AV0250_MARK LOGO: LADTD 
 AV0250_PROJECTION: PROJECTING 13 CENTIMETERS
 AV0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0250+STABILITY: SURFACE MOTION
 AV0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0250+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 AV0250
 AV0250  HISTORY     - Date     Condition        Report By
 AV0250  HISTORY     - 1968     MONUMENTED       LADTD
 AV0250  HISTORY     - 1968     GOOD             LADTD
 AV0250  HISTORY     - 1986     GOOD             NGS
 AV0250  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AV0250  HISTORY     - 20040601 GOOD             NGS
 AV0250  HISTORY     - 20040605 GOOD             NGS
 AV0250
 AV0250                          STATION DESCRIPTION
 AV0250
 AV0250'DESCRIBED BY LA TRANSP AND DEV 1968
 AV0250'2.25 MI W FROM ESTHER.
 AV0250'ABOUT 2.25 MILES WEST ALONG LOUISIANA HIGHWAY 82 FROM THE INTERSECTION
 AV0250'OF LOUISIANA HIGHWAYS 82 AND 333 IN ESTHER.  IN SECTION 12, T14S, R2E.
 AV0250'81.5 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 82. 205.7 FEET
 AV0250'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN BARN LOCATED SOUTH
 AV0250'OF LOUISIANA HIGHWAY 82, 241.2 FEET NORTHWEST OF THE NORTHWEST CORNER
 AV0250'OF THE CARPORT ON THE WOOD FRAME RESIDENCE BUILDING BELONGING TO
 AV0250'LAWRENCE CHOATE AND LOCATED ON THE SOUTH SIDE OF LOUISIANA HIGHWAY 82.
 AV0250'SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND. A
 AV0250'STEEL WITNESS POST IS SET 1.2 FEET NORTH OF THE MARK.
 AV0250
 AV0250                          STATION RECOVERY (1986)
 AV0250
 AV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0250'RECOVERED IN GOOD CONDITION.
 AV0250
 AV0250                          STATION RECOVERY (2004)
 AV0250
 AV0250'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0250'MARK NOT FOUND.
 AV0250
 AV0250                          STATION RECOVERY (2004)
 AV0250
 AV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 AV0250'RECOVERED AS DESCRIBED WITH THE FOLLOWING NOTE--THE MARK IS JUST ON
 AV0250'THE EAST SIDE OF A BARBED  WIRE FENCE SEPERATING A PASTURE FROM A YARD
 AV0250'AND SOUTHEAST OF RESIDENCE NUMBER 14230.
 AV0250
 AV0250                          STATION RECOVERY (2004)
 AV0250
 AV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 AV0250'MARK IS NOW SE OF A 1 STY FRAME HOUSE, NUMBER 14230, AND JUST ON EAST
 AV0250'SIDE OF BARBED WIRE FENCE, IN PASTURE.  WITNESS POST IS GONE, MARK IS
 AV0250'FLUSH WITH THE GROUND.  MARK IS A CGS TRIG STA. DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0415 ***********************************************************************
 BK0415  DESIGNATION -  57 V 7 LADTD
 BK0415  PID         -  BK0415
 BK0415  STATE/COUNTY-  LA/VERMILION
 BK0415  USGS QUAD   -  MILTON (1994)
 BK0415
 BK0415                         *CURRENT SURVEY CONTROL
 BK0415  ___________________________________________________________________
 BK0415* NAD 83(1992)-  30 02 07.36114(N)    092 07 27.09390(W)     ADJUSTED  
 BK0415* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BK0415  **This station is located in a subsidence area (see below).
 BK0415  ___________________________________________________________________
 BK0415  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK0415  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK0415  DYNAMIC HT  -           4.7   (meters)      15.    (feet)  COMP
 BK0415  MODELED GRAV-     979,303.2   (mgal)                       NAVD 88
 BK0415
 BK0415  HORZ ORDER  -  SECOND
 BK0415  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0415
 BK0415.The horizontal coordinates were established by classical geodetic methods
 BK0415.and adjusted by the National Geodetic Survey in January 1993..
 BK0415
 BK0415 ** The orthometric height has not been validated since last determined
 BK0415 ** by differential leveling and should not be used for control purposes.
 BK0415 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0415 ** area with valid NAVD 88 orthometric heights.
 BK0415 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0415 ** epoch indicated which incorporates improved geoid heights for the
 BK0415 ** Southern Louisiana Subsidence area.
 BK0415 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0415.The orthometric height was scaled from a topographic map.
 BK0415.The vertical order pertains to the NGVD 29 superseded value.
 BK0415
 BK0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0415
 BK0415.The geoid height was determined by GEOID03.
 BK0415
 BK0415.The dynamic height is computed by dividing the NAVD 88
 BK0415.geopotential number by the normal gravity value computed on the
 BK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0415.degrees latitude (g = 980.6199 gals.).
 BK0415
 BK0415.The modeled gravity was interpolated from observed gravity values.
 BK0415
 BK0415;                    North         East     Units Scale Factor Converg.
 BK0415;SPC LA S     -   170,451.092   923,726.253   MT  0.99992593   -0 23 43.6
 BK0415;SPC LA S     -   559,221.62  3,030,591.88   sFT  0.99992593   -0 23 43.6
 BK0415;UTM  15      - 3,323,028.590   584,441.258   MT  0.99968797   +0 26 18.2
 BK0415
 BK0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0415!SPC LA S     -   1.00000350  x   0.99992593  =   0.99992943
 BK0415!UTM  15      -   1.00000350  x   0.99968797  =   0.99969147
 BK0415
 BK0415                          SUPERSEDED SURVEY CONTROL
 BK0415
 BK0415  NAD 83(1986)-  30 02 07.38050(N)    092 07 27.08750(W) AD(       ) 2
 BK0415  NAD 27      -  30 02 06.63689(N)    092 07 26.63427(W) AD(       ) 2
 BK0415  NGVD 29 (??/??/??)    4.734  (m)           15.53   (f) ADJUSTED    1 2
 BK0415
 BK0415.Superseded values are not recommended for survey control.
 BK0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0415.See file dsdata.txt to determine how the superseded data were derived.
 BK0415
 BK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8444123029(NAD 83)
 BK0415_MARKER: DE = TRAVERSE STATION DISK
 BK0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0415_STAMPING: 57V7 - 1967
 BK0415_MARK LOGO: CGS   
 BK0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0415+STABILITY: SURFACE MOTION
 BK0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK0415+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 BK0415
 BK0415  HISTORY     - Date     Condition        Report By
 BK0415  HISTORY     - 1967     MONUMENTED       LADTD
 BK0415  HISTORY     - 1969     GOOD             LADH
 BK0415  HISTORY     - 1982     GOOD             NGS
 BK0415  HISTORY     - 19910713 GOOD             USPSQD
 BK0415  HISTORY     - 19950926 GOOD             USPSQD
 BK0415  HISTORY     - 20040201 GOOD             USPSQD
 BK0415  HISTORY     - 20050525 GOOD             USPSQD
 BK0415
 BK0415                          STATION DESCRIPTION
 BK0415
 BK0415'DESCRIBED BY LA TRANSP AND DEV 1967
 BK0415'4.05 MI N FROM ABBEVILLE.
 BK0415'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH ALONG U.S. HIGHWAY 167
 BK0415'FROM THE MAURICE BRANCH OF THE BANK OF ABBEVILLE AND TRUST COMPANY IN
 BK0415'MAURICE, ABOUT 4.05 MILES NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 BK0415'167 AND STATE ROUTE 14 BY-PASS IN ABBEVILLE, IN SECTION 2, T12S, R3E,
 BK0415'96.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 167, 119.0 FEET SOUTH
 BK0415'OF THE WESTERLY PROJECTING OF A GRAVEL ROAD LEADING EAST FROM U.S.
 BK0415'HIGHWAY 167 ON SECTION LINE BETWEEN SECTIONS 36, T11S, R3E AND SECTION
 BK0415'1, T12S, R3E, 66.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOOD
 BK0415'FRAME RESIDENCE OF WALTER FAULK, 27.0 FEET EAST-SOUTHEAST OF A 48 INCH
 BK0415'OAK TREE, 33.0 FEET WEST OF ANOTHER 48 INCH OAK TREE, 1.0 FEET SOUTH
 BK0415'OF A CHAIN LINK FENCE RUNNING EAST AND WEST ON THE SOUTH SIDE OF THE
 BK0415'WALTER FAULK RESIDENCE, 50.7 FEET EAST OF A STEEL WITNESS POST AND
 BK0415'SIGN.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 BK0415'WITH THE GROUND.  STATION IS STAMPED 57V7 - 1967.
 BK0415
 BK0415                          STATION RECOVERY (1969)
 BK0415
 BK0415'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (LGB)
 BK0415'THE STATION IS LOCATED ABOUT 5.1 MILES SOUTH OF MAURICE, 5 MILES
 BK0415'SOUTHEAST OF LEROY, AND 4.2 MILES NORTHEAST OF ABBEVILLE, ON THE
 BK0415'WEST SIDE OF U. S. HIGHWAY 167 ON PROPERTY OWNED BY MR. W. A.
 BK0415'FAULK.
 BK0415'
 BK0415'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U. S. HIGHWAY 167 AND
 BK0415'STATE HIGHWAY 92 IN MAURICE, GO SOUTH ON U. S. HIGHWAY 167 FOR 4.2
 BK0415'MILES TO THE JUNCTION OF STATE HIGHWAY 697.  CONTINUE SOUTH ON U.
 BK0415'S.  167 FOR 0.5 MILE TO THE STATION ON THE RIGHT, JUST AFTER PASSING
 BK0415'A WHITE HOUSE ON THE RIGHT.
 BK0415'
 BK0415'A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BK0415'DISK, STAMPED 57V7 1967.  IT IS SET IN THE TOP OF A 10-INCH
 BK0415'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 BK0415'THE GROUND.  THE MARK IS 97 FEET WEST OF THE CENTERLINE OF U. S.
 BK0415'HIGHWAY 167, 51 FEET WEST OF A METAL WITNESS POST, 50 FEET WEST OF
 BK0415'A FENCE-CORNER, 30 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 BK0415'DRIVEWAY, AND 1.0 FOOT SOUTH OF A CHAIN-LINK FENCE.
 BK0415
 BK0415                          STATION RECOVERY (1982)
 BK0415
 BK0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0415'RECOVERED IN GOOD CONDITION.
 BK0415
 BK0415                          STATION RECOVERY (1991)
 BK0415
 BK0415'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0415'RECOVERED IN GOOD CONDITION.
 BK0415
 BK0415                          STATION RECOVERY (1995)
 BK0415
 BK0415'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK0415'RECOVERED IN GOOD CONDITION.
 BK0415
 BK0415                          STATION RECOVERY (2004)
 BK0415
 BK0415'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK0415' 
 BK0415' 
 BK0415
 BK0415                          STATION RECOVERY (2005)
 BK0415
 BK0415'RECOVERY NOTE BY US POWER SQUADRON 2005 (KMV)
 BK0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0248 ***********************************************************************
 AV0248  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0248  DESIGNATION -  57 V 96 LADH
 AV0248  PID         -  AV0248
 AV0248  STATE/COUNTY-  LA/VERMILION
 AV0248  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0248
 AV0248                         *CURRENT SURVEY CONTROL
 AV0248  ___________________________________________________________________
 AV0248* NAD 83(1992)-  29 47 04.17535(N)    092 09 24.36729(W)     ADJUSTED  
 AV0248* NAVD 88     -         0.98 **(meters)       3.2  **(feet)  GPS OBS(2004.65)
 AV0248  **This station is located in a subsidence area (see below).
 AV0248  ___________________________________________________________________
 AV0248  EPOCH DATE  -        2004.65
 AV0248  X           -    -208,496.675 (meters)                     COMP
 AV0248  Y           -  -5,536,215.661 (meters)                     COMP
 AV0248  Z           -   3,149,650.232 (meters)                     COMP
 AV0248  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AV0248  ELLIP HEIGHT-         -25.26  (meters)          (06/22/05) GPS OBS
 AV0248  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AV0248
 AV0248  HORZ ORDER  -  B
 AV0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AV0248  ELLP ORDER  -  FOURTH    CLASS I
 AV0248
 AV0248.The horizontal coordinates were established by GPS observations
 AV0248.and adjusted by the National Geodetic Survey in June 2005..
 AV0248.The horizontal coordinates are valid at the epoch date displayed above.
 AV0248.The epoch date for horizontal control is a decimal equivalence
 AV0248.of Year/Month/Day.
 AV0248
 AV0248 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0248 ** and geoid heights are valid at the date of observation. These heights
 AV0248 ** must always be validated when used as control.
 AV0248 ** The orthometric height was determined by GPS observations using
 AV0248 ** precise GPS observation and processing techniques and a new
 AV0248 ** realization of GEOID03. It supersedes the leveled height previously
 AV0248 ** determined for this station.
 AV0248 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0248 ** epoch indicated which incorporates improved geoid heights for the
 AV0248 ** Southern Louisiana Subsidence area.
 AV0248 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0248.The orthometric height was determined by GPS observations and a
 AV0248.high-resolution geoid model using precise GPS observation and
 AV0248.processing techniques.
 AV0248.The vertical order pertains to the NGVD 29 superseded value.
 AV0248
 AV0248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0248
 AV0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0248
 AV0248.The ellipsoidal height was determined by GPS observations
 AV0248.and is referenced to NAD 83.
 AV0248
 AV0248.The geoid height was determined by GEOID03.
 AV0248
 AV0248;                    North         East     Units Scale Factor Converg.
 AV0248;SPC LA S     -   142,665.120   920,384.715   MT  0.99993283   -0 24 42.2
 AV0248;SPC LA S     -   468,060.48  3,019,628.85   sFT  0.99993283   -0 24 42.2
 AV0248;UTM  15      - 3,295,203.775   581,504.356   MT  0.99968196   +0 25 08.0
 AV0248
 AV0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0248!SPC LA S     -   1.00000397  x   0.99993283  =   0.99993680
 AV0248!UTM  15      -   1.00000397  x   0.99968196  =   0.99968593
 AV0248
 AV0248                          SUPERSEDED SURVEY CONTROL
 AV0248
 AV0248  NGVD 29 (??/??/??)    1.105  (m)            3.63   (f) ADJUSTED    2 0
 AV0248
 AV0248.Superseded values are not recommended for survey control.
 AV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0248.See file dsdata.txt to determine how the superseded data were derived.
 AV0248
 AV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8150495204(NAD 83)
 AV0248_MARKER: DD = SURVEY DISK
 AV0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0248_STAMPING: 57V96
 AV0248_MARK LOGO: LADTD 
 AV0248_PROJECTION: PROJECTING 8 CENTIMETERS
 AV0248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0248+STABILITY: SURFACE MOTION
 AV0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0248+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AV0248
 AV0248  HISTORY     - Date     Condition        Report By
 AV0248  HISTORY     - 1968     MONUMENTED       LADTD
 AV0248  HISTORY     - 1968     GOOD             LADTD
 AV0248  HISTORY     - 1980     GOOD             LADTD
 AV0248  HISTORY     - 1980     GOOD             LADTD
 AV0248  HISTORY     - 19910909 GOOD             USPSQD
 AV0248  HISTORY     - 20011210 GOOD             NGS
 AV0248  HISTORY     - 20040601 GOOD             NGS
 AV0248  HISTORY     - 20051014 GOOD             NGS
 AV0248
 AV0248                          STATION DESCRIPTION
 AV0248
 AV0248'DESCRIBED BY LA TRANSP AND DEV 1968
 AV0248'5.70 MI SE FROM ESTHER.
 AV0248'ABOUT 5.70 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 333 FROM THE
 AV0248'INTERSECTION OF LOUISIANA HIGHWAYS 333 AND 82 IN ESTHER.  IN SECTION
 AV0248'90, T14S, R3E.  53.0 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA
 AV0248'HIGHWAY 333, 22.4 FEET SOUTHWEST OF A SHELL ROAD LEADING WEST, 43.9
 AV0248'FEET EAST OF THE NORTHEAST CORNER OF A WOOD FRAME RESIDENCE BELONGING
 AV0248'TO LOVELACE HEBERT, 63.1 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 AV0248'WOOD FRAME RESIDENCE BELONGING TO PIERRE LEGE, 0.7 FOOT NORTHEAST OF A
 AV0248'CHAIN-LINK FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 AV0248'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.3 FEET NORTHWEST OF
 AV0248'THE MARK.
 AV0248
 AV0248                          STATION RECOVERY (1980)
 AV0248
 AV0248'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 AV0248'ABOUT 5.70 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 333 FROM THE
 AV0248'INTERSECTION OF LOUISIANA HIGHWAYS 333 AND 82 IN ESTHER; IN SECTION
 AV0248'90, T 14 S, R 3 E; 60 FEET EAST SOUTHEAST OF A 12 INCH TALLOW TREE,
 AV0248'53 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 333, 23 FEET
 AV0248'WEST OF THE CENTERLINE OF A BLACKTOP ROAD LEADING NORTH, 24.5
 AV0248'NORTHWEST OF THE WEST END OF A 20 INCH CONCRETE CULVERT, 11 FEET
 AV0248'NORTHWEST OF A POWER POLE.
 AV0248
 AV0248                          STATION RECOVERY (1980)
 AV0248
 AV0248'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 AV0248'ABOUT 5.70 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 333 FROM THE
 AV0248'INTERSECTION OF LOUISIANA HIGHWAYS 333 AND 82 IN ESTHER; IN SECTION
 AV0248'90, T 14 S, R 3 E; 60 FEET EAST SOUTHEAST OF A 12 INCH TALLOW TREE,
 AV0248'53 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 333, 23 FEET
 AV0248'WEST OF THE CENTERLINE OF A BLACKTOP ROAD LEADING NORTH, 24.5
 AV0248'NORTHWEST OF THE WEST END OF A 20 INCH CONCRETE CULVERT, 11 FEET
 AV0248'NORTHWEST OF A POWER POLE.
 AV0248
 AV0248                          STATION RECOVERY (1991)
 AV0248
 AV0248'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0248'RECOVERED IN GOOD CONDITION.
 AV0248
 AV0248                          STATION RECOVERY (2001)
 AV0248
 AV0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0248'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0248
 AV0248                          STATION RECOVERY (2004)
 AV0248
 AV0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 AV0248'THE STATION IS LOCATED IN INTRACOASTAL CITY.
 AV0248' 
 AV0248'TO REACH THE STATION FROM THE INTERSECTION OF LA STATE HWYS 82 AND 333
 AV0248'GO SOUTHEAST ALONG HWY  333 FOR 5.70 MI TO THE STATION ON THE LEFT
 AV0248'JUST BEFORE REACHING OYSTER AVENUE.
 AV0248' 
 AV0248'THE STATION IS LOCATED 60.0 FT SOUTHEAST OF CAJUN DIESEL MARINE, 53.0
 AV0248'FT NORTH OF THE CENTERLINE  OF THE HWY, 23.0 FT WEST OF THE CENTERLINE
 AV0248'OF OYSTER AVENUE, 11.0 FT NORTHWEST OF A POWER POLE,  AND A STEEL
 AV0248'WITNESS POST IS DRIVEN AGAINST THE SOUTH FACE OF THE MONUMENT.
 AV0248
 AV0248                          STATION RECOVERY (2005)
 AV0248
 AV0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AV0248'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  1.0 M SOUTHEAST
 AV0248'OF A METAL POST WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3214 ***********************************************************************
 DH3214  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3214  DESIGNATION -  5720+98.12=PLMS 597
 DH3214  PID         -  DH3214
 DH3214  STATE/COUNTY-  LA/ST CHARLES
 DH3214  USGS QUAD   -  LULING (1992)
 DH3214
 DH3214                         *CURRENT SURVEY CONTROL
 DH3214  ___________________________________________________________________
 DH3214* NAD 83(1992)-  29 56 24.28502(N)    090 19 29.10953(W)     ADJUSTED  
 DH3214* NAVD 88     -         8.38 **(meters)      27.5  **(feet)  GPS OBS(2004.65)
 DH3214  **This station is located in a subsidence area (see below).
 DH3214  ___________________________________________________________________
 DH3214  X           -     -31,352.728 (meters)                     COMP
 DH3214  Y           -  -5,531,470.661 (meters)                     COMP
 DH3214  Z           -   3,164,610.761 (meters)                     COMP
 DH3214  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DH3214  ELLIP HEIGHT-         -17.64  (meters)          (05/09/05) GPS OBS
 DH3214  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DH3214
 DH3214  HORZ ORDER  -  B
 DH3214  ELLP ORDER  -  FOURTH    CLASS II
 DH3214
 DH3214.The horizontal coordinates were established by GPS observations
 DH3214.and adjusted by the National Geodetic Survey in May 2005..
 DH3214
 DH3214 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3214 ** and geoid heights are valid at the date of observation. These heights
 DH3214 ** must always be validated when used as control.
 DH3214 ** The orthometric height was determined by GPS observations using
 DH3214 ** precise GPS observation and processing techniques and a new
 DH3214 ** realization of GEOID03. It supersedes the leveled height previously
 DH3214 ** determined for this station.
 DH3214 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3214 ** epoch indicated which incorporates improved geoid heights for the
 DH3214 ** Southern Louisiana Subsidence area.
 DH3214 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3214.The orthometric height was determined by GPS observations and a
 DH3214.high-resolution geoid model using precise GPS observation and
 DH3214.processing techniques.
 DH3214
 DH3214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3214
 DH3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3214
 DH3214.The ellipsoidal height was determined by GPS observations
 DH3214.and is referenced to NAD 83.
 DH3214
 DH3214.The geoid height was determined by GEOID03.
 DH3214
 DH3214;                    North         East     Units Scale Factor Converg.
 DH3214;SPC LA S     -   160,053.055 1,097,364.175   MT  0.99992630   +0 30 15.5
 DH3214;SPC LA S     -   525,107.40  3,600,268.96   sFT  0.99992630   +0 30 15.5
 DH3214;UTM  15      - 3,315,155.828   758,223.711   MT  1.00042276   +1 20 09.4
 DH3214
 DH3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3214!SPC LA S     -   1.00000277  x   0.99992630  =   0.99992907
 DH3214!UTM  15      -   1.00000277  x   1.00042276  =   1.00042553
 DH3214
 DH3214                          SUPERSEDED SURVEY CONTROL
 DH3214
 DH3214.No superseded survey control is available for this station.
 DH3214
 DH3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5822415156(NAD 83)
 DH3214_MARKER: DD = SURVEY DISK
 DH3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3214_STAMPING: PLMS 597
 DH3214_PROJECTION: RECESSED 30 CENTIMETERS
 DH3214_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3214+STABILITY: SURFACE MOTION
 DH3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3214+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 DH3214
 DH3214  HISTORY     - Date     Condition        Report By
 DH3214  HISTORY     - UNK      MONUMENTED       USACE
 DH3214  HISTORY     - 20030107 GOOD             3001
 DH3214
 DH3214                          STATION DESCRIPTION
 DH3214
 DH3214'DESCRIBED BY 3001, INC 2003 (MH)
 DH3214'THE STATION IS LOCATED IN ST CHARLES PARISH AT ST ROSE,LA ABOUT 1.6
 DH3214'MILES EAST OF  DESTRAHAN, LA AND 6.2 MILES SOUTHWEST OF KENNER, LA
 DH3214' 
 DH3214'TO REACH THE STATION FROM THE INTERSECTION OF HWY 310 AND HWY 48 AT
 DH3214'DESTRAHAN, LA GO  EAST 2.95 MILES ALONG HWY 48 AND MARK ON RIGHT ON
 DH3214'TOP OF LEVEE ACROSS ROAD FROM IMTT
 DH3214' 
 DH3214'THE STATION IS A 3.5IN ROUND BRASS CAP SET IN CONCRETE, 0.5' BELOW
 DH3214'GROUND SURFACE  STAMPED PLMS 597 1987, SET IN THE CENTERLINE OF LEVEE
 DH3214'ABOUT 125' SOUTHEAST OF CENTERLINE OF HWY 48, 135' NORTHEAST OF A
 DH3214'LEVEE STATION MARKER POST 5720
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0025 ***********************************************************************
 BX0025  DESIGNATION -  5730 USFS
 BX0025  PID         -  BX0025
 BX0025  STATE/COUNTY-  LA/GRANT
 BX0025  USGS QUAD   -  POLLOCK (1985)
 BX0025
 BX0025                         *CURRENT SURVEY CONTROL
 BX0025  ___________________________________________________________________
 BX0025* NAD 83(1986)-  31 35 31.     (N)    092 24 55.     (W)     SCALED    
 BX0025* NAVD 88     -        54.11   (+/-2cm)     177.5    (feet)  VERTCON   
 BX0025  ___________________________________________________________________
 BX0025  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX0025
 BX0025  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0025
 BX0025.The horizontal coordinates were scaled from a topographic map and have
 BX0025.an estimated accuracy of +/- 6 seconds.
 BX0025
 BX0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0025.The vertical order pertains to the NGVD 29 superseded value.
 BX0025
 BX0025.The geoid height was determined by GEOID03.
 BX0025
 BX0025;                    North         East    Units  Estimated Accuracy
 BX0025;SPC LA N     -   121,070.    1,008,040.      MT  (+/- 180 meters Scaled)
 BX0025
 BX0025                          SUPERSEDED SURVEY CONTROL
 BX0025
 BX0025  NGVD 29 (??/??/??)   54.104  (m)          177.51   (f) ADJUSTED    1 2
 BX0025
 BX0025.Superseded values are not recommended for survey control.
 BX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0025.See file dsdata.txt to determine how the superseded data were derived.
 BX0025
 BX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ554953(NAD 83)
 BX0025_MARKER: DD = SURVEY DISK
 BX0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0025_STAMPING: SEE TEXT
 BX0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0025+STABILITY: SURFACE MOTION
 BX0025
 BX0025  HISTORY     - Date     Condition        Report By
 BX0025  HISTORY     - 1963     MONUMENTED       USFS
 BX0025  HISTORY     - 1966     GOOD             CGS
 BX0025
 BX0025                          STATION DESCRIPTION
 BX0025
 BX0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0025'5.6 MI N FROM POLLOCK.
 BX0025'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0025'POLLOCK, THENCE 4.55 MILES NORTH ALONG STATE HIGHWAY 524, 34 1/2 FEET
 BX0025'EAST OF THE CENTER LINE OF THE HIGHWAY, 84 1/2 FEET SOUTH OF A POWER
 BX0025'POLE BEARING A TRANSFORMER, 78 FEET EAST OF AND ACROSS THE HIGHWAY
 BX0025'FROM THE NORTHEAST CORNER OF A WIRE MESH FENCE AROUND A HOUSE, ABOUT
 BX0025'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0025'PROJECTING 18 INCHES.  STAMPED T 7 N R 1 W S 12 S 13 T 7 N R 1 E S 7 S
 BX0025'18 REG 5730 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0243 ***********************************************************************
 AV0243  DESIGNATION -  57V91
 AV0243  PID         -  AV0243
 AV0243  STATE/COUNTY-  LA/VERMILION
 AV0243  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0243
 AV0243                         *CURRENT SURVEY CONTROL
 AV0243  ___________________________________________________________________
 AV0243* NAD 83(1992)-  29 50 17.38503(N)    092 09 47.16749(W)     ADJUSTED  
 AV0243* NAVD 88     -         0.93   (+/-2cm)       3.1  **(feet)  VERTCON   
 AV0243  **This station is located in a subsidence area (see below).
 AV0243  ___________________________________________________________________
 AV0243  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0243  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AV0243
 AV0243  HORZ ORDER  -  SECOND
 AV0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AV0243
 AV0243.The horizontal coordinates were established by classical geodetic methods
 AV0243.and adjusted by the National Geodetic Survey in January 1993..
 AV0243
 AV0243 ** The orthometric height has not been validated since last determined
 AV0243 ** by differential leveling and should not be used for control purposes.
 AV0243 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0243 ** area with valid NAVD 88 orthometric heights.
 AV0243 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0243 ** epoch indicated which incorporates improved geoid heights for the
 AV0243 ** Southern Louisiana Subsidence area.
 AV0243 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0243.The vertical order pertains to the NGVD 29 superseded value.
 AV0243
 AV0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0243
 AV0243.The geoid height was determined by GEOID03.
 AV0243
 AV0243;                    North         East     Units Scale Factor Converg.
 AV0243;SPC LA S     -   148,618.181   919,815.448   MT  0.99992975   -0 24 53.6
 AV0243;SPC LA S     -   487,591.48  3,017,761.18   sFT  0.99992975   -0 24 53.6
 AV0243;UTM  15      - 3,301,146.468   580,848.977   MT  0.99968065   +0 24 59.1
 AV0243
 AV0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0243!SPC LA S     -   1.00000401  x   0.99992975  =   0.99993375
 AV0243!UTM  15      -   1.00000401  x   0.99968065  =   0.99968465
 AV0243
 AV0243|---------------------------------------------------------------------|
 AV0243| PID    Reference Object                     Distance      Geod. Az  |
 AV0243|                                                           dddmmss.s |
 AV0243| CV8686 57V91 RM 1                            5.874 METERS 02745     |
 AV0243| AV0616 57V91 LDH 1974 RM 2                  16.695 METERS 10149     |
 AV0243| AV0613 INTRACOASTAL CITY ABM MAST          APPROX. 4.4 KM 1510612.0 |
 AV0243| AV0615 INTRACOASTAL CITY UN OIL MAST       APPROX. 5.5 KM 1612011.9 |
 AV0243| CV8687 57V91 RM 3                                         3015817.5 |
 AV0243|---------------------------------------------------------------------|
 AV0243
 AV0243                          SUPERSEDED SURVEY CONTROL
 AV0243
 AV0243  NAD 83(1986)-  29 50 17.40482(N)    092 09 47.16080(W) AD(       ) 2
 AV0243  NAD 27      -  29 50 16.65172(N)    092 09 46.70226(W) AD(       ) 2
 AV0243  NGVD 29 (??/??/??)    0.935  (m)            3.07   (f) ADJUSTED    2 0
 AV0243
 AV0243.Superseded values are not recommended for survey control.
 AV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0243.See file dsdata.txt to determine how the superseded data were derived.
 AV0243
 AV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8084901146(NAD 83)
 AV0243_MARKER: DD = SURVEY DISK
 AV0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0243_STAMPING: 57V91
 AV0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0243+STABILITY: SURFACE MOTION
 AV0243
 AV0243  HISTORY     - Date     Condition        Report By
 AV0243  HISTORY     - 1974     MONUMENTED       LADH
 AV0243  HISTORY     - 1968     GOOD             LADTD
 AV0243  HISTORY     - 1974     GOOD             NGS
 AV0243  HISTORY     - 19910909 GOOD             USPSQD
 AV0243  HISTORY     - 20011210 GOOD             NGS
 AV0243
 AV0243                          STATION DESCRIPTION
 AV0243
 AV0243'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (HRR)
 AV0243'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHWEST OF ABBEVILLE, 8 MILES
 AV0243'EAST OF FORKED ISLAND, 3-1/2 MILES NORTHWEST OF INTRACOASTAL CITY
 AV0243'AND ON PROPERTY OWNED BY MR. DEDIER LACOUR AND MR. FRANCIS LACOUR OF
 AV0243'ABBEVILLE.  PHONE NUMBER 893-3823.
 AV0243'
 AV0243'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 82 AND STATE
 AV0243'HIGHWAY 14 AT THE SQUARE IN DOWNTOWN ABBEVILLE, GO SOUTHERLY ON
 AV0243'HIGHWAY 82 FOR 6.9 MILE TO THE JUNCTION OF STATE HIGHWAY 690 ON THE
 AV0243'LEFT.  CONTINUE SOUTHERLY ON HIGHWAY 82 FOR 2.1 MILES TO MR.
 AV0243'LOCAURS FARM HOUSE ON THE RIGHT.  CONTINUE SOUTHERLY ON HIGHWAY 82
 AV0243'FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 333.  CONTINUE
 AV0243'SOUTHEAST AND EAST ON HIGHWAY 333 FOR 0.5 MILE TO REFERENCE MARK
 AV0243'3 ON THE LEFT AS DESCRIBED.  CONTINUE EAST-SOUTHEAST ON HIGHWAY
 AV0243'333 FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AV0243'
 AV0243'STATION MARK, STAMPED 57V91, IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 AV0243'STATION MARK DISK SET IN A ROUND CONCRETE POST PROJECTING ABOUT 3
 AV0243'INCHES ABOVE THA GROUND.  IT IS 138 FEET NORHTWEST OF THE NORTHWEST
 AV0243'CORNER OF A METAL SHED, 56 FEET SOUTH OF CENTER OF STATE HIGHWAY
 AV0243'333, 46 FEET SOUTHWEST OF THE CENTER OF A METAL GATE, 1 FOOT EAST OF
 AV0243'A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 AV0243'
 AV0243'REFERENCE MARK 1, STAMPED 57V91 NO 1 1974, IS A STANDARD DISK SET IN
 AV0243'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 73 FEET EAST OF
 AV0243'POWER POLE LK501P, 45 FEET WEST OF A DIRT TRACK FIELD ROAD, 37
 AV0243'FEET SOUTH OF CENTER OF HIGHWAY 333 AND 3 FEET NORTH OF FENCE LINE
 AV0243'AND FENCE CORNER.
 AV0243'
 AV0243'REFERENCE MARK 2, STAMPED 57V91 NO 2 1974, IS A STANDARD DISK SET IN
 AV0243'A ROUND CONCRETE POST FLUSH WITH THE GOURND.  IT IS 40 FEET SOUTH OF
 AV0243'CENTER OF HIGHWAY 333, 33 FEET NORHWEST OF A TELEPHOHE UNDERGROUND
 AV0243'CABLE HOUSING POST, 8 FEET EAST OF THE FIELD TRACK ROAD AND 1 FOOT
 AV0243'NORTH OF A FENCE LINE.
 AV0243'
 AV0243'REFERENCE MARK 3, STMAPED 57V91 NO 3 1974, IS A STANDARD DISK SET IN
 AV0243'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 27 FEET NORTH OF
 AV0243'CENTER OF HIGHWAY 333,17 FEET SOUTH OF A FENCE LINE, 11 FEET EAST
 AV0243'OF CENTER OF A FIELD TRACK ROAD AND 5.3 FEET SOUTH OF METAL WITNESS
 AV0243'POST.
 AV0243'
 AV0243'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 AV0243'
 AV0243'NEAREST TOWN--INTRACOASTAL CITY.
 AV0243
 AV0243                          STATION RECOVERY (1968)
 AV0243
 AV0243'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 AV0243'0.85 MI SE FROM ESTHER.
 AV0243'ABOUT 0.85 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 333 FROM THE
 AV0243'INTERSECTION OF LOUISIANA HIGHWAYS 333 AND 82 IN ESTHER. IN SECTION 9,
 AV0243'T14S, R3E.  56.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF LOUISIANA
 AV0243'HIGHWAY 333, 29.5 FEET NORTH-NORTHEAST OF AN 18 INCH PECAN TREE, 138.9
 AV0243'FEET NORTH OF THE NORTHEAST CORNER OF A BARN, 0.7 FOOT SOUTHEAST OF A
 AV0243'BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES
 AV0243'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.3 FEET SOUTHWEST OF
 AV0243'THE MARK.
 AV0243
 AV0243                          STATION RECOVERY (1974)
 AV0243
 AV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AV0243'RECOVERED IN GOOD CONDITION.
 AV0243
 AV0243                          STATION RECOVERY (1991)
 AV0243
 AV0243'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0243'RECOVERED IN GOOD CONDITION.
 AV0243
 AV0243                          STATION RECOVERY (2001)
 AV0243
 AV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0243'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0616 ***********************************************************************
 AV0616  DESIGNATION -  57V91 LDH 1974 RM 2
 AV0616  PID         -  AV0616
 AV0616  STATE/COUNTY-  LA/VERMILION
 AV0616  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0616
 AV0616                         *CURRENT SURVEY CONTROL
 AV0616  ___________________________________________________________________
 AV0616* NAD 83(1992)-  29 50 17.27397(N)    092 09 46.55878(W)     ADJUSTED  
 AV0616* NAVD 88     -         1.08   (+/-2cm)       3.5  **(feet)  VERTCON   
 AV0616  **This station is located in a subsidence area (see below).
 AV0616  ___________________________________________________________________
 AV0616  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0616  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AV0616
 AV0616  HORZ ORDER  -  SECOND
 AV0616  VERT ORDER  -  THIRD ? (See Below)
 AV0616
 AV0616.The horizontal coordinates were established by classical geodetic methods
 AV0616.and adjusted by the National Geodetic Survey in January 1993..
 AV0616
 AV0616 ** The orthometric height has not been validated since last determined
 AV0616 ** by differential leveling and should not be used for control purposes.
 AV0616 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0616 ** area with valid NAVD 88 orthometric heights.
 AV0616 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0616 ** epoch indicated which incorporates improved geoid heights for the
 AV0616 ** Southern Louisiana Subsidence area.
 AV0616 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0616.The vertical order pertains to the NGVD 29 superseded value.
 AV0616
 AV0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0616
 AV0616.The geoid height was determined by GEOID03.
 AV0616
 AV0616;                    North         East     Units Scale Factor Converg.
 AV0616;SPC LA S     -   148,614.643   919,831.762   MT  0.99992975   -0 24 53.3
 AV0616;SPC LA S     -   487,579.87  3,017,814.71   sFT  0.99992975   -0 24 53.3
 AV0616;UTM  15      - 3,301,143.168   580,865.338   MT  0.99968068   +0 24 59.4
 AV0616
 AV0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0616!SPC LA S     -   1.00000398  x   0.99992975  =   0.99993373
 AV0616!UTM  15      -   1.00000398  x   0.99968068  =   0.99968466
 AV0616
 AV0616|---------------------------------------------------------------------|
 AV0616| PID    Reference Object                     Distance      Geod. Az  |
 AV0616|                                                           dddmmss.s |
 AV0616| AV0243 57V91                                16.695 METERS 28149     |
 AV0616|---------------------------------------------------------------------|
 AV0616
 AV0616                          SUPERSEDED SURVEY CONTROL
 AV0616
 AV0616  NAD 83(1986)-  29 50 17.29377(N)    092 09 46.55211(W) AD(       ) 2
 AV0616  NAD 27      -  29 50 16.54066(N)    092 09 46.09356(W) AD(       ) 2
 AV0616  NGVD 29 (07/19/86)    1.09   (m)            3.6    (f) LEVELING    3  
 AV0616
 AV0616.Superseded values are not recommended for survey control.
 AV0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0616.See file dsdata.txt to determine how the superseded data were derived.
 AV0616
 AV0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8086501143(NAD 83)
 AV0616_MARKER: DR = REFERENCE MARK DISK
 AV0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0616+STABILITY: SURFACE MOTION
 AV0616
 AV0616  HISTORY     - Date     Condition        Report By
 AV0616  HISTORY     - 1974     MONUMENTED       LADH
 AV0616
 AV0616                          STATION DESCRIPTION
 AV0616
 AV0616'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (HRR)
 AV0616'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHWEST OF ABBEVILLE, 8 MILES
 AV0616'EAST OF FORKED ISLAND, 3-1/2 MILES NORTHWEST OF INTRACOASTAL CITY
 AV0616'AND ON PROPERTY OWNED BY MR. DEDIER LACOUR AND MR. FRANCIS LACOUR OF
 AV0616'ABBEVILLE.  PHONE NUMBER 893-3823.
 AV0616'
 AV0616'TO REACH THE STATON FROM THE JUNCTION OF STATE HIGHWAY 82 AND STATE
 AV0616'HIGHWAY 14 AT THE SQUARE IN DOWNTOWN ABBEVILLE, GO SOUTHERLY ON
 AV0616'HIGHWAY 82 FOR 6.9 MILES TO THE JUNCTION OF STATE HIGHWAY 690 ON
 AV0616'THE LEFT.  CONTINUE SOUTHERLY ON HIGHWAY 82 FOR 2.1 MILES TO MR.
 AV0616'LACOURS FARM HOUSE ON THE RIGHT.  CONTINUE SOUTHERLY ON HIGHWAY 82
 AV0616'FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 333.  CONTINUE
 AV0616'SOUTHEAST AND EAST ON HIGHWAY 333 FOR 0.5 MILE TO REFERENCE MARK
 AV0616'3 ON THE LEFT AS DESCRIBED.  CONTINUE EAST-SOUTHEAST ON HIGHWAY
 AV0616'333 FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AV0616'
 AV0616'REFERENCE MARK 2, STAMPED 57V91 NO 2 1974, IS A STANDARD DISK SET IN
 AV0616'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 40 FEET SOUTH OF
 AV0616'CENTER OF HIGHWAY 333, 33 FEET NORTHWEST OF A TELEPHONE UNDERGROUND
 AV0616'CABLE HOUSING POST, 8 FEET EAST OF THE FIELD TRACK ROAD AND 1 FOOT
 AV0616'NORTH OF A FENCE LINE.
 AV0616'
 AV0616'NEAREST TOWN--INTRACOASTAL CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3104 ***********************************************************************
 CQ3104  DESIGNATION -  58
 CQ3104  PID         -  CQ3104
 CQ3104  STATE/COUNTY-  LA/RED RIVER
 CQ3104  USGS QUAD   -  COUSHATTA (1979)
 CQ3104
 CQ3104                         *CURRENT SURVEY CONTROL
 CQ3104  ___________________________________________________________________
 CQ3104* NAD 83(1992)-  32 00 39.48709(N)    093 21 03.19348(W)     ADJUSTED  
 CQ3104* NAVD 88     -        41.95   (+/-2cm)     137.6    (feet)  VERTCON   
 CQ3104  ___________________________________________________________________
 CQ3104  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CQ3104  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3104
 CQ3104  HORZ ORDER  -  SECOND
 CQ3104  VERT ORDER  -  THIRD ? (See Below)
 CQ3104
 CQ3104.The horizontal coordinates were established by classical geodetic methods
 CQ3104.and adjusted by the National Geodetic Survey in January 1993..
 CQ3104
 CQ3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3104.The vertical order pertains to the NGVD 29 superseded value.
 CQ3104
 CQ3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3104
 CQ3104.The geoid height was determined by GEOID03.
 CQ3104
 CQ3104;                    North         East     Units Scale Factor Converg.
 CQ3104;SPC LA N     -   167,844.182   919,614.154   MT  0.99991606   -0 26 59.5
 CQ3104;SPC LA N     -   550,668.79  3,017,100.77   sFT  0.99991606   -0 26 59.5
 CQ3104;UTM  15      - 3,541,705.275   466,860.695   MT  0.99961354   -0 11 09.6
 CQ3104
 CQ3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3104!SPC LA N     -   0.99999748  x   0.99991606  =   0.99991354
 CQ3104!UTM  15      -   0.99999748  x   0.99961354  =   0.99961102
 CQ3104
 CQ3104                          SUPERSEDED SURVEY CONTROL
 CQ3104
 CQ3104  NAD 83(1986)-  32 00 39.50065(N)    093 21 03.18694(W) AD(       ) 2
 CQ3104  NAD 27      -  32 00 38.92217(N)    093 21 02.56412(W) AD(       ) 2
 CQ3104  NGVD 29 (11/02/92)   42.01   (m)          137.8    (f) LEVELING    3  
 CQ3104
 CQ3104.Superseded values are not recommended for survey control.
 CQ3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3104.See file dsdata.txt to determine how the superseded data were derived.
 CQ3104
 CQ3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6686141705(NAD 83)
 CQ3104_MARKER: P = PIPE CAP
 CQ3104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ3104
 CQ3104  HISTORY     - Date     Condition        Report By
 CQ3104  HISTORY     - 1941     MONUMENTED       USE
 CQ3104
 CQ3104                          STATION DESCRIPTION
 CQ3104
 CQ3104'DESCRIBED BY US ENGINEERS 1941 (HJH)
 CQ3104'STATION IS IN THE SW PART OF THE TOWN OF COUSHATTA, ON THE
 CQ3104'W BANK OF THE RED RIVER, IN THE NE CORNER OF A GARDEN LOT
 CQ3104'ADJACENT TO THE HOME OF C.T. BROWN, 45 YARDS W OF CHERRY
 CQ3104'STREET, 30 FEET S OF THE CENTER LINE OF HOGANS ALLEY, 38
 CQ3104'FEET E OF THE NE CORNER OF THE BROWN HOUSE, 5 FEET S OF E-W
 CQ3104'FENCE AND 2 FEET E OF N-S FENCE.
 CQ3104'
 CQ3104'STATION IS MARKED BY A ROUND CENTER ON A 6-INCH CAP OF A 5-INCH
 CQ3104'CAST IRON PIPE SET VERTICALLY IN THE GROUND, PROJECTING
 CQ3104'ABOUT 7 INCHES.  THE CAP BEARS THE LEGEND USE BM.  IT WAS
 CQ3104'LOCATED BY TRAVERSE FROM STATION COUSHATTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4040 ***********************************************************************
 BJ4040  DESIGNATION -  58 73
 BJ4040  PID         -  BJ4040
 BJ4040  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4040  USGS QUAD   -  ST GABRIEL (1995)
 BJ4040
 BJ4040                         *CURRENT SURVEY CONTROL
 BJ4040  ___________________________________________________________________
 BJ4040* NAD 83(1986)-  30 20 54.     (N)    091 03 16.     (W)     SCALED    
 BJ4040* NAVD 88     -         4.116  (meters)      13.50   (feet)  ADJUSTED  
 BJ4040  ___________________________________________________________________
 BJ4040  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ4040  DYNAMIC HT  -           4.111 (meters)      13.49  (feet)  COMP
 BJ4040  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 BJ4040
 BJ4040  VERT ORDER  -  SECOND    CLASS II
 BJ4040
 BJ4040.The horizontal coordinates were scaled from a topographic map and have
 BJ4040.an estimated accuracy of +/- 6 seconds.
 BJ4040
 BJ4040.The orthometric height was determined by differential leveling
 BJ4040.and adjusted by the National Geodetic Survey in February 1994..
 BJ4040
 BJ4040.The geoid height was determined by GEOID03.
 BJ4040
 BJ4040.The dynamic height is computed by dividing the NAVD 88
 BJ4040.geopotential number by the normal gravity value computed on the
 BJ4040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4040.degrees latitude (g = 980.6199 gals.).
 BJ4040
 BJ4040.The modeled gravity was interpolated from observed gravity values.
 BJ4040
 BJ4040;                    North         East    Units  Estimated Accuracy
 BJ4040;SPC LA S     -   204,910.    1,026,810.      MT  (+/- 180 meters Scaled)
 BJ4040
 BJ4040                          SUPERSEDED SURVEY CONTROL
 BJ4040
 BJ4040.No superseded survey control is available for this station.
 BJ4040
 BJ4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP870589(NAD 83)
 BJ4040_MARKER: DB = BENCH MARK DISK
 BJ4040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4040_SP_SET: CONCRETE POST
 BJ4040_STAMPING: 58-73 1973
 BJ4040_MARK LOGO: LA-033
 BJ4040_PROJECTION: RECESSED 3 CENTIMETERS
 BJ4040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4040+STABILITY: SURFACE MOTION
 BJ4040
 BJ4040  HISTORY     - Date     Condition        Report By
 BJ4040  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4040  HISTORY     - 1987     GOOD             LA-033
 BJ4040  HISTORY     - 20050316 GOOD             SJB
 BJ4040
 BJ4040                          STATION DESCRIPTION
 BJ4040
 BJ4040'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4040'IN BATON ROUGE.
 BJ4040'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE AT THE INTERSECTION OF
 BJ4040'HIGHLAND ROAD AND PECUE LANE JUST SOUTH OF A SMALL POND, 34.4 METERS
 BJ4040'(113 FT) NORTH OF THE CENTERLINE OF HIGHLAND ROAD, 17.1 METERS (56
 BJ4040'FT) WEST OF A 48-INCH OAK TREE STUMP, 11.6 METERS (38 FT) NORTHEAST
 BJ4040'OF THE CENTERLINE OF PECUE LANE, AND 2.7 METERS (9 FT) SOUTH OF A
 BJ4040'48-INCH OAK TREE.
 BJ4040'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ4040'THE MARK IS 0.31 M BELOW HIGHLAND ROAD.
 BJ4040
 BJ4040                          STATION RECOVERY (2005)
 BJ4040
 BJ4040'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ4040'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1535 ***********************************************************************
 CQ1535  DESIGNATION -  58 BOLT
 CQ1535  PID         -  CQ1535
 CQ1535  STATE/COUNTY-  LA/RED RIVER
 CQ1535  USGS QUAD   -  COUSHATTA (1979)
 CQ1535
 CQ1535                         *CURRENT SURVEY CONTROL
 CQ1535  ___________________________________________________________________
 CQ1535* NAD 83(1986)-  32 00 40.     (N)    093 21 03.     (W)     SCALED    
 CQ1535* NAVD 88     -        40.74   (+/-2cm)     133.7    (feet)  VERTCON   
 CQ1535  ___________________________________________________________________
 CQ1535  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1535
 CQ1535  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1535
 CQ1535.The horizontal coordinates were scaled from a topographic map and have
 CQ1535.an estimated accuracy of +/- 6 seconds.
 CQ1535
 CQ1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1535.The vertical order pertains to the NGVD 29 superseded value.
 CQ1535
 CQ1535.The geoid height was determined by GEOID03.
 CQ1535
 CQ1535;                    North         East    Units  Estimated Accuracy
 CQ1535;SPC LA N     -   167,860.      919,620.      MT  (+/- 180 meters Scaled)
 CQ1535
 CQ1535                          SUPERSEDED SURVEY CONTROL
 CQ1535
 CQ1535  NGVD 29 (??/??/??)   40.802  (m)          133.86   (f) ADJUSTED    1 2
 CQ1535
 CQ1535.Superseded values are not recommended for survey control.
 CQ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1535.See file dsdata.txt to determine how the superseded data were derived.
 CQ1535
 CQ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR668417(NAD 83)
 CQ1535_MARKER: B = BOLT
 CQ1535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1535_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1535
 CQ1535  HISTORY     - Date     Condition        Report By
 CQ1535  HISTORY     - UNK      MONUMENTED       DOD
 CQ1535  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1535
 CQ1535                          STATION DESCRIPTION
 CQ1535
 CQ1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1535'0.7 MI W FROM COUSHATTA.
 CQ1535'AT COUSHATTA, RED RIVER PARISH, 0.1 MILE SOUTHEAST OF THE EAST END OF
 CQ1535'THE A.H. PERRY BRIDGE ON STATE HIGHWAY 9, ABOUT 120 YARDS EAST OF THE
 CQ1535'BANK OF RED RIVER, ONE BLOCK NORTH OF THE OLD PARISH COURTHOUSE, AT
 CQ1535'THE NORTHWEST CORNER OF A VACANT LOT FORMERLY OCCUPIED BY THE
 CQ1535'METHODIST CHURCH, 38.8 FEET EAST OF THE BUCK CHELLETE RESIDENCE, 31.2
 CQ1535'FEET SOUTH OF THE CENTERLINE OF A STREET, 5.5 FEET EAST OF THE WEST
 CQ1535'FENCE, AND 3 FEET SOUTH OF THE NORTH FENCE.  A COPPER BOLT, SET IN THE
 CQ1535'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CQ1535'THROUGH AN IRON PINE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ1535'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1534 ***********************************************************************
 CQ1534  DESIGNATION -  58 CAP
 CQ1534  PID         -  CQ1534
 CQ1534  STATE/COUNTY-  LA/RED RIVER
 CQ1534  USGS QUAD   -  COUSHATTA (1979)
 CQ1534
 CQ1534                         *CURRENT SURVEY CONTROL
 CQ1534  ___________________________________________________________________
 CQ1534* NAD 83(1986)-  32 00 39.     (N)    093 21 03.     (W)     SCALED    
 CQ1534* NAVD 88     -        41.95   (+/-2cm)     137.6    (feet)  VERTCON   
 CQ1534  ___________________________________________________________________
 CQ1534  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1534
 CQ1534  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1534
 CQ1534.The horizontal coordinates were scaled from a topographic map and have
 CQ1534.an estimated accuracy of +/- 6 seconds.
 CQ1534
 CQ1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1534.The vertical order pertains to the NGVD 29 superseded value.
 CQ1534
 CQ1534.The geoid height was determined by GEOID03.
 CQ1534
 CQ1534;                    North         East    Units  Estimated Accuracy
 CQ1534;SPC LA N     -   167,830.      919,620.      MT  (+/- 180 meters Scaled)
 CQ1534
 CQ1534                          SUPERSEDED SURVEY CONTROL
 CQ1534
 CQ1534  NGVD 29 (??/??/??)   42.012  (m)          137.83   (f) ADJUSTED    1 1
 CQ1534
 CQ1534.Superseded values are not recommended for survey control.
 CQ1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1534.See file dsdata.txt to determine how the superseded data were derived.
 CQ1534
 CQ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR668416(NAD 83)
 CQ1534_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1534_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1534
 CQ1534  HISTORY     - Date     Condition        Report By
 CQ1534  HISTORY     - UNK      MONUMENTED       DOD
 CQ1534  HISTORY     - 1969     GOOD             CGS
 CQ1534  HISTORY     - 1981     GOOD             LADTD
 CQ1534
 CQ1534                          STATION DESCRIPTION
 CQ1534
 CQ1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1534'0.7 MI W FROM COUSHATTA.
 CQ1534'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1534'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 0.2 MILE SOUTH ALONG
 CQ1534'CHERRY STREET, 133 1/2 FEET WEST OF THE CENTER LINE OF THE STREET, 39
 CQ1534'FEET EAST OF THE NORTHEAST CORNER OF A PORCH ON A FRAME HOUSE, 31 FEET
 CQ1534'EAST OF A 36-INCH SYCAMORE TREE, 11 1/2 FEET SOUTH OF A POLE WHICH
 CQ1534'BEARS A STREET LIGHT, 138.2 FEET EAST OF TRIANGULATION STATION
 CQ1534'COUSHATTA 1941, 74.3 FEET SOUTHEAST OF COUSHATTA RM 2, ABOUT 1 FOOT
 CQ1534'ABOVE THE LEVEL OF THE STREET, A U.S. ENGINEERS CAP ON THE TOP OF A
 CQ1534'5-INCH IRON PIPE WHICH PROJECTS 10 INCHES ABOVE THE SURFACE OF THE
 CQ1534'GROUND.  SEC 38, T 12N, R 10W.
 CQ1534
 CQ1534                          STATION RECOVERY (1981)
 CQ1534
 CQ1534'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1248 ***********************************************************************
 BX1248  DESIGNATION -  58 V 1 LADH
 BX1248  PID         -  BX1248
 BX1248  STATE/COUNTY-  LA/VERNON
 BX1248  USGS QUAD   -  SIEPER (1978)
 BX1248
 BX1248                         *CURRENT SURVEY CONTROL
 BX1248  ___________________________________________________________________
 BX1248* NAD 83(1986)-  31 12 54.     (N)    092 49 55.     (W)     SCALED    
 BX1248* NAVD 88     -        58.52   (+/-2cm)     192.0    (feet)  VERTCON   
 BX1248  ___________________________________________________________________
 BX1248  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BX1248
 BX1248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1248
 BX1248.The horizontal coordinates were scaled from a topographic map and have
 BX1248.an estimated accuracy of +/- 6 seconds.
 BX1248
 BX1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1248.The vertical order pertains to the NGVD 29 superseded value.
 BX1248
 BX1248.The geoid height was determined by GEOID03.
 BX1248
 BX1248;                    North         East    Units  Estimated Accuracy
 BX1248;SPC LA N     -    79,330.      968,370.      MT  (+/- 180 meters Scaled)
 BX1248
 BX1248                          SUPERSEDED SURVEY CONTROL
 BX1248
 BX1248  NGVD 29 (??/??/??)   58.543  (m)          192.07   (f) ADJUSTED    2 0
 BX1248
 BX1248.Superseded values are not recommended for survey control.
 BX1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1248.See file dsdata.txt to determine how the superseded data were derived.
 BX1248
 BX1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ160534(NAD 83)
 BX1248_MARKER: DD = SURVEY DISK
 BX1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1248_STAMPING: 58V1 1969
 BX1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1248+STABILITY: SURFACE MOTION
 BX1248
 BX1248  HISTORY     - Date     Condition        Report By
 BX1248  HISTORY     - 1969     MONUMENTED       LADH
 BX1248  HISTORY     - 19940611 GOOD             USPSQD
 BX1248  HISTORY     - 20010331 GOOD             NGS
 BX1248
 BX1248                          STATION DESCRIPTION
 BX1248
 BX1248'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1248'1.55 MI NW FROM SIEPER.
 BX1248'ABOUT 1.55 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1248'OFFICE AT SIEPER.  0.15 MILE WEST ALONG LOUISIANA HIGHWAY 465 FROM THE
 BX1248'RAPIDES AND VERNON PARISH LINE.  1.20 MILES NORTHWEST OF BENCH MARK
 BX1248'40V34 IN RAPIDES PARISH.  57 FEET NORTH OF CENTERLINE OF LOUISIANA
 BX1248'HIGHWAY 465.  66 FEET EAST OF DIRT ROAD LEADING NORTH.  46 FEET
 BX1248'NORTHWEST OF LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER. 86
 BX1248'FEET WEST OF THE SOUTHWEST CORNER OF COMBINATION MESH AND BARB WIRE
 BX1248'FENCE.  11 FEET EAST OF A 17 INCH RED OAK TREE.  DISK SET IN THE TOP
 BX1248'OF A CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS POST IS SET 1
 BX1248'FOOT NORTH OF THE MARK.
 BX1248
 BX1248                          STATION RECOVERY (1994)
 BX1248
 BX1248'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1248'RECOVERED IN GOOD CONDITION.
 BX1248
 BX1248                          STATION RECOVERY (2001)
 BX1248
 BX1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1248'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1257 ***********************************************************************
 BX1257  DESIGNATION -  58 V 10 LADH
 BX1257  PID         -  BX1257
 BX1257  STATE/COUNTY-  LA/VERNON
 BX1257  USGS QUAD   -  LACAMP (1978)
 BX1257
 BX1257                         *CURRENT SURVEY CONTROL
 BX1257  ___________________________________________________________________
 BX1257* NAD 83(1986)-  31 14 48.     (N)    092 58 51.     (W)     SCALED    
 BX1257* NAVD 88     -        85.19   (+/-2cm)     279.5    (feet)  VERTCON   
 BX1257  ___________________________________________________________________
 BX1257  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX1257
 BX1257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1257
 BX1257.The horizontal coordinates were scaled from a topographic map and have
 BX1257.an estimated accuracy of +/- 6 seconds.
 BX1257
 BX1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1257.The vertical order pertains to the NGVD 29 superseded value.
 BX1257
 BX1257.The geoid height was determined by GEOID03.
 BX1257
 BX1257;                    North         East    Units  Estimated Accuracy
 BX1257;SPC LA N     -    82,890.      954,200.      MT  (+/- 180 meters Scaled)
 BX1257
 BX1257                          SUPERSEDED SURVEY CONTROL
 BX1257
 BX1257  NGVD 29 (??/??/??)   85.234  (m)          279.64   (f) ADJUSTED    2 0
 BX1257
 BX1257.Superseded values are not recommended for survey control.
 BX1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1257.See file dsdata.txt to determine how the superseded data were derived.
 BX1257
 BX1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ018569(NAD 83)
 BX1257_MARKER: DD = SURVEY DISK
 BX1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1257_STAMPING: 58V10 1969
 BX1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1257+STABILITY: SURFACE MOTION
 BX1257
 BX1257  HISTORY     - Date     Condition        Report By
 BX1257  HISTORY     - 1969     MONUMENTED       LADH
 BX1257  HISTORY     - 19940611 GOOD             USPSQD
 BX1257
 BX1257                          STATION DESCRIPTION
 BX1257
 BX1257'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1257'2.25 MI SE FROM SIMPSON.
 BX1257'ABOUT 2.25 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1257'OFFICE AT SIMPSON.  9.75 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1257'FROM THE RAPIDES AND VERNON PARISH LINE.  1.20 MILES NORTHWEST OF
 BX1257'BENCH MARK 58V9.  64 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY
 BX1257'465.  6 FEET WEST OF THE NORTHEAST CORNER OF A CYCLONE FENCE AROUND
 BX1257'THE PINE ISLAND CEMETARY.  85 FEET EAST OF CENTER OF THE GATE TO THE
 BX1257'PINE ISLAND CEMETARY.  34 FEET SOUTH OF A 19 INCH RED OAK TREE.  25
 BX1257'FEET SOUTH OF A 19 INCH PINE TREE.  DISK SET IN THE TOP OF A CONCRETE
 BX1257'POST PROJECTING 6 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF
 BX1257'THE MARK.
 BX1257
 BX1257                          STATION RECOVERY (1994)
 BX1257
 BX1257'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1258 ***********************************************************************
 BX1258  DESIGNATION -  58 V 11 LADH
 BX1258  PID         -  BX1258
 BX1258  STATE/COUNTY-  LA/VERNON
 BX1258  USGS QUAD   -  TEMPLE (1972)
 BX1258
 BX1258                         *CURRENT SURVEY CONTROL
 BX1258  ___________________________________________________________________
 BX1258* NAD 83(1986)-  31 15 05.     (N)    092 59 48.     (W)     SCALED    
 BX1258* NAVD 88     -        91.32   (+/-2cm)     299.6    (feet)  VERTCON   
 BX1258  ___________________________________________________________________
 BX1258  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BX1258
 BX1258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1258
 BX1258.The horizontal coordinates were scaled from a topographic map and have
 BX1258.an estimated accuracy of +/- 6 seconds.
 BX1258
 BX1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1258.The vertical order pertains to the NGVD 29 superseded value.
 BX1258
 BX1258.The geoid height was determined by GEOID03.
 BX1258
 BX1258;                    North         East    Units  Estimated Accuracy
 BX1258;SPC LA N     -    83,420.      952,690.      MT  (+/- 180 meters Scaled)
 BX1258
 BX1258                          SUPERSEDED SURVEY CONTROL
 BX1258
 BX1258  NGVD 29 (??/??/??)   91.369  (m)          299.77   (f) ADJUSTED    2 0
 BX1258
 BX1258.Superseded values are not recommended for survey control.
 BX1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1258.See file dsdata.txt to determine how the superseded data were derived.
 BX1258
 BX1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ003574(NAD 83)
 BX1258_MARKER: DD = SURVEY DISK
 BX1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1258_STAMPING: 58V11 1969
 BX1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1258+STABILITY: SURFACE MOTION
 BX1258
 BX1258  HISTORY     - Date     Condition        Report By
 BX1258  HISTORY     - 1969     MONUMENTED       LADH
 BX1258  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1258
 BX1258                          STATION DESCRIPTION
 BX1258
 BX1258'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1258'1.10 MI SE FROM SIMPSON.
 BX1258'ABOUT 1.10 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1258'OFFICE AT SIMPSON.  10.9 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1258'FROM THE RAPIDES AND VERNON PARISH LINE.  1.15 MILES NORTHWEST OF
 BX1258'BENCH MARK 58V10.  80 FEET EAST NORTHEAST OF CENTERLINE OF LOUISIANA
 BX1258'HIGHWAY 465.  36 FEET EAST OF A POWER POLE.  31 FEET NORTHEAST OF A
 BX1258'LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT OF WAY MARKER.  29 FEET NORTH
 BX1258'NORTHWEST OF A DIRT ROAD LEADING NORTHEAST OFF OF LOUISIANA HIGHWAY
 BX1258'465.  DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  A
 BX1258'STEEL WITNESS POST IS SET 1 FOOT NORTHEAST OF THE MARK.
 BX1258
 BX1258                          STATION RECOVERY (1994)
 BX1258
 BX1258'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1934 ***********************************************************************
 BX1934  DESIGNATION -  58 V 12 LADH
 BX1934  PID         -  BX1934
 BX1934  STATE/COUNTY-  LA/VERNON
 BX1934  USGS QUAD   -  SIMPSON NORTH (1954)
 BX1934
 BX1934                         *CURRENT SURVEY CONTROL
 BX1934  ___________________________________________________________________
 BX1934* NAD 83(1986)-  31 15 35.     (N)    093 01 37.     (W)     SCALED    
 BX1934* NAVD 88     -        88.23   (+/-2cm)     289.5    (feet)  VERTCON   
 BX1934  ___________________________________________________________________
 BX1934  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BX1934
 BX1934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1934
 BX1934.The horizontal coordinates were scaled from a topographic map and have
 BX1934.an estimated accuracy of +/- 6 seconds.
 BX1934
 BX1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1934.The vertical order pertains to the NGVD 29 superseded value.
 BX1934
 BX1934.The geoid height was determined by GEOID03.
 BX1934
 BX1934;                    North         East    Units  Estimated Accuracy
 BX1934;SPC LA N     -    84,360.      949,810.      MT  (+/- 180 meters Scaled)
 BX1934
 BX1934                          SUPERSEDED SURVEY CONTROL
 BX1934
 BX1934  NGVD 29 (??/??/??)   88.278  (m)          289.63   (f) ADJUSTED    2 0
 BX1934
 BX1934.Superseded values are not recommended for survey control.
 BX1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1934.See file dsdata.txt to determine how the superseded data were derived.
 BX1934
 BX1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ974583(NAD 83)
 BX1934_MARKER: DD = SURVEY DISK
 BX1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1934_STAMPING: 58V12 1969
 BX1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1934+STABILITY: SURFACE MOTION
 BX1934
 BX1934  HISTORY     - Date     Condition        Report By
 BX1934  HISTORY     - 1969     MONUMENTED       LADH
 BX1934  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1934  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1934
 BX1934                          STATION DESCRIPTION
 BX1934
 BX1934'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1934'1.15 MI W FROM SIMPSON.
 BX1934'ABOUT 1.15 MILES WEST ALONG LOUISIANA HIGHWAY 8 FROM THE POST OFFICE
 BX1934'AT SIMPSON.  0.35 MILES WEST ALONG LOUISIANA HIGHWAY 8 FROM THE
 BX1934'JUNCTION OF LOUISIANA 8 AND 465.  0.05 MILES WEST OF SIMPSON BAPTIST
 BX1934'CHURCH LOCATED ON THE WEST EDGE OF SIMPSON.  1.20 MILES EAST OF BENCH
 BX1934'MARK T 67 1935.  1.15 MILES WEST OF BENCH MARK S 67 1935.  33 FEET
 BX1934'NORTHWEST OF FENCE CORNER.  75 FEET NORTHWEST OF CENTERLINE OF
 BX1934'LOUISIANA HIGHWAY 8.  88 FEET SOUTHWEST OF TELEPHONE POLE IN THE EDGE
 BX1934'OF A PINE GROVE.  DISK SET IN TOP OF A CONCRETE POST PROJECTING 4
 BX1934'INCHES.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BX1934
 BX1934                          STATION RECOVERY (1994)
 BX1934
 BX1934'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1934'MARK NOT FOUND.
 BX1934
 BX1934                          STATION RECOVERY (2001)
 BX1934
 BX1934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1934'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1936 ***********************************************************************
 BX1936  DESIGNATION -  58 V 13 LADH
 BX1936  PID         -  BX1936
 BX1936  STATE/COUNTY-  LA/VERNON
 BX1936  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX1936
 BX1936                         *CURRENT SURVEY CONTROL
 BX1936  ___________________________________________________________________
 BX1936* NAD 83(1986)-  31 14 49.     (N)    093 03 31.     (W)     SCALED    
 BX1936* NAVD 88     -        78.26   (+/-2cm)     256.8    (feet)  VERTCON   
 BX1936  ___________________________________________________________________
 BX1936  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX1936
 BX1936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1936
 BX1936.The horizontal coordinates were scaled from a topographic map and have
 BX1936.an estimated accuracy of +/- 6 seconds.
 BX1936
 BX1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1936.The vertical order pertains to the NGVD 29 superseded value.
 BX1936
 BX1936.The geoid height was determined by GEOID03.
 BX1936
 BX1936;                    North         East    Units  Estimated Accuracy
 BX1936;SPC LA N     -    82,960.      946,790.      MT  (+/- 180 meters Scaled)
 BX1936
 BX1936                          SUPERSEDED SURVEY CONTROL
 BX1936
 BX1936  NGVD 29 (??/??/??)   78.316  (m)          256.94   (f) ADJUSTED    2 0
 BX1936
 BX1936.Superseded values are not recommended for survey control.
 BX1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1936.See file dsdata.txt to determine how the superseded data were derived.
 BX1936
 BX1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ944569(NAD 83)
 BX1936_MARKER: DD = SURVEY DISK
 BX1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1936_STAMPING: 58V13 1969
 BX1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1936+STABILITY: SURFACE MOTION
 BX1936
 BX1936  HISTORY     - Date     Condition        Report By
 BX1936  HISTORY     - 1969     MONUMENTED       LADH
 BX1936  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1936  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1936
 BX1936                          STATION DESCRIPTION
 BX1936
 BX1936'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1936'3.35 MI WSW FROM SIMPSON.
 BX1936'ABOUT 3.35 MILES WEST SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE
 BX1936'POST OFFICE AT SIMPSON.  2.30 MILES NORTHWEST ALONG LOUISIANA HIGHWAY
 BX1936'8 FROM THE SIMPSON BAPTIST CHURCH.  1.0 MILE NORTHWEST OF BENCH MARK T
 BX1936'67 1935.  0.15 MILE NORTHWEST OF A CRESOTE TIMBER BRIDGE ON LOUISIANA
 BX1936'HIGHWAY 8.  66 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BX1936'8.  49 FEET NORTH NORTHEAST OF A COMBINATION POWER AND TELEPHONE POLE.
 BX1936'29 FEET NORTHEAST OF A 14 INCH PINE TREE.  24 FEET WEST SOUTHWEST OF
 BX1936'A 18 INCH PINE TREE.  3 FEET NORTHWEST OF A THREE STRAND BARB WIRE
 BX1936'FENCE.  DISK SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES. A
 BX1936'STEEL WITNESS POST IS SET 2 FEET NORTHWEST OF THE MARK.
 BX1936
 BX1936                          STATION RECOVERY (1994)
 BX1936
 BX1936'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1936'MARK NOT FOUND.
 BX1936
 BX1936                          STATION RECOVERY (2001)
 BX1936
 BX1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1936'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1215 ***********************************************************************
 BK1215  DESIGNATION -  58 V 14 LADTD
 BK1215  PID         -  BK1215
 BK1215  STATE/COUNTY-  LA/VERNON
 BK1215  USGS QUAD   -  STEEP GULLY (1972)
 BK1215
 BK1215                         *CURRENT SURVEY CONTROL
 BK1215  ___________________________________________________________________
 BK1215* NAD 83(1986)-  30 53 26.     (N)    092 50 06.     (W)     SCALED    
 BK1215* NAVD 88     -        38.54   (+/-2cm)     126.4    (feet)  VERTCON   
 BK1215  ___________________________________________________________________
 BK1215  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BK1215
 BK1215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1215
 BK1215.The horizontal coordinates were scaled from a topographic map and have
 BK1215.an estimated accuracy of +/- 6 seconds.
 BK1215
 BK1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1215.The vertical order pertains to the NGVD 29 superseded value.
 BK1215
 BK1215.The geoid height was determined by GEOID03.
 BK1215
 BK1215;                    North         East    Units  Estimated Accuracy
 BK1215;SPC LA N     -    43,350.      967,970.      MT  (+/- 180 meters Scaled)
 BK1215
 BK1215                          SUPERSEDED SURVEY CONTROL
 BK1215
 BK1215  NGVD 29 (??/??/??)   38.551  (m)          126.48   (f) ADJUSTED    2 0
 BK1215
 BK1215.Superseded values are not recommended for survey control.
 BK1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1215.See file dsdata.txt to determine how the superseded data were derived.
 BK1215
 BK1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ157174(NAD 83)
 BK1215_MARKER: DD = SURVEY DISK
 BK1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1215_STAMPING: 58V14 1969
 BK1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1215+STABILITY: SURFACE MOTION
 BK1215
 BK1215  HISTORY     - Date     Condition        Report By
 BK1215  HISTORY     - 1969     MONUMENTED       LADTD
 BK1215  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1215  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1215
 BK1215                          STATION DESCRIPTION
 BK1215
 BK1215'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1215'3.35 MI NW FROM ELIZABETH.
 BK1215'ABOUT 3.35 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 1156 AND LOUISIANA
 BK1215'HIGHWAY 10 FROM THE POST OFFICE AT ELIZABETH.  1.75 MILES WEST OF THE
 BK1215'JUNCTION OF LOUISIANA HIGHWAY 1156 AND LOUISIANA HIGHWAY 10.  1.05
 BK1215'MILES WEST OF B.M. 2V42 IN ALLEN PARISH.  0.70 MILES WEST OF THE ALLEN
 BK1215'AND VERNON PARISH LINE.  98 FEET SOUTH OF THE CENTERLINE OF LOUISIANA
 BK1215'HIGHWAY 10.  94 FEET SOUTHWEST OF THE SOUTHWEST END OF A CRESOTE
 BK1215'TIMBER BRIDGE UNDER LOUISIANA HIGHWAY 10.  120 FEET SOUTH SOUTHEAST OF
 BK1215'THE SOUTHEAST END OF A CRESOTE TIMBER BRIDGE UNDER LOUISIANA HIGHWAY
 BK1215'10.  34 FEET SOUTH OF A BARB WIRE FENCE.  DISK IN TOP OF A CONCRETE
 BK1215'POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF
 BK1215'THE MARK.  SECTION 13, T2S, R 5W.
 BK1215
 BK1215                          STATION RECOVERY (1994)
 BK1215
 BK1215'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1215'MARK NOT FOUND.
 BK1215
 BK1215                          STATION RECOVERY (2001)
 BK1215
 BK1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1215'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1214 ***********************************************************************
 BK1214  DESIGNATION -  58 V 15 LADTD
 BK1214  PID         -  BK1214
 BK1214  STATE/COUNTY-  LA/VERNON
 BK1214  USGS QUAD   -  STEEP GULLY (1972)
 BK1214
 BK1214                         *CURRENT SURVEY CONTROL
 BK1214  ___________________________________________________________________
 BK1214* NAD 83(1986)-  30 53 43.     (N)    092 51 01.     (W)     SCALED    
 BK1214* NAVD 88     -        44.80   (+/-2cm)     147.0    (feet)  VERTCON   
 BK1214  ___________________________________________________________________
 BK1214  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BK1214
 BK1214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1214
 BK1214.The horizontal coordinates were scaled from a topographic map and have
 BK1214.an estimated accuracy of +/- 6 seconds.
 BK1214
 BK1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1214.The vertical order pertains to the NGVD 29 superseded value.
 BK1214
 BK1214.The geoid height was determined by GEOID03.
 BK1214
 BK1214;                    North         East    Units  Estimated Accuracy
 BK1214;SPC LA N     -    43,880.      966,510.      MT  (+/- 180 meters Scaled)
 BK1214
 BK1214                          SUPERSEDED SURVEY CONTROL
 BK1214
 BK1214  NGVD 29 (??/??/??)   44.820  (m)          147.05   (f) ADJUSTED    2 0
 BK1214
 BK1214.Superseded values are not recommended for survey control.
 BK1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1214.See file dsdata.txt to determine how the superseded data were derived.
 BK1214
 BK1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ143180(NAD 83)
 BK1214_MARKER: DD = SURVEY DISK
 BK1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1214_STAMPING: 58V15 1969
 BK1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1214+STABILITY: SURFACE MOTION
 BK1214
 BK1214  HISTORY     - Date     Condition        Report By
 BK1214  HISTORY     - 1969     MONUMENTED       LADTD
 BK1214  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1214
 BK1214                          STATION DESCRIPTION
 BK1214
 BK1214'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1214'4.40 MI NW FROM ELIZABETH.
 BK1214'ABOUT 4.40 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 1156 AND LOUISIANA
 BK1214'HIGHWAY 10 FROM THE POST OFFICE AT ELIZABETH.  2.80 MILES WEST OF THE
 BK1214'JUNCTION OF LOUISIANA HIGHWAY 1156 AND LOUISIANA HIGHWAY 10.  1.05
 BK1214'MILES WEST OF B.M. 58V14.  2.40 MILES WEST OF THE ALLEN AND VERNON
 BK1214'PARISH LINE.  70 FEET SOUTHWEST OF CENTERLINE OF LOUISIANA HIGHWAY 10.
 BK1214'3 FEET SOUTHWEST OF A BARB WIRE FENCE.  52 FEET NORTHEAST OF THE
 BK1214'NORTH RAIL ON THE RAILROAD TRACK.  194 FEET EAST SOUTH EAST OF THE
 BK1214'SOUTHEAST END OF A RAILROAD TRESTLE.  0.10 MILES SOUTHEAST OF THE
 BK1214'SOUTHEAST END OF A CRESOTE TIMBER BRIDGE UNDER LOUISIANA HIGHWAY 10.
 BK1214'DISK IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS
 BK1214'POST IS SET 1 FOOT SOUTHWEST OF THE MARK.  SECTION 11, T2S, R 5W.
 BK1214
 BK1214                          STATION RECOVERY (2001)
 BK1214
 BK1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1214'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1213 ***********************************************************************
 BK1213  DESIGNATION -  58 V 16 LADTD
 BK1213  PID         -  BK1213
 BK1213  STATE/COUNTY-  LA/VERNON
 BK1213  USGS QUAD   -  STEEP GULLY (1972)
 BK1213
 BK1213                         *CURRENT SURVEY CONTROL
 BK1213  ___________________________________________________________________
 BK1213* NAD 83(1986)-  30 54 08.     (N)    092 51 57.     (W)     SCALED    
 BK1213* NAVD 88     -        46.94   (+/-2cm)     154.0    (feet)  VERTCON   
 BK1213  ___________________________________________________________________
 BK1213  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BK1213
 BK1213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1213
 BK1213.The horizontal coordinates were scaled from a topographic map and have
 BK1213.an estimated accuracy of +/- 6 seconds.
 BK1213
 BK1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1213.The vertical order pertains to the NGVD 29 superseded value.
 BK1213
 BK1213.The geoid height was determined by GEOID03.
 BK1213
 BK1213;                    North         East    Units  Estimated Accuracy
 BK1213;SPC LA N     -    44,660.      965,020.      MT  (+/- 180 meters Scaled)
 BK1213
 BK1213                          SUPERSEDED SURVEY CONTROL
 BK1213
 BK1213  NGVD 29 (??/??/??)   46.959  (m)          154.06   (f) ADJUSTED    2 0
 BK1213
 BK1213.Superseded values are not recommended for survey control.
 BK1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1213.See file dsdata.txt to determine how the superseded data were derived.
 BK1213
 BK1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ128187(NAD 83)
 BK1213_MARKER: DD = SURVEY DISK
 BK1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1213_STAMPING: 58V16 1969
 BK1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1213+STABILITY: SURFACE MOTION
 BK1213
 BK1213  HISTORY     - Date     Condition        Report By
 BK1213  HISTORY     - 1969     MONUMENTED       LADTD
 BK1213  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1213
 BK1213                          STATION DESCRIPTION
 BK1213
 BK1213'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1213'5.05 MI SE FROM PITKIN.
 BK1213'ABOUT 5.05 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE POST
 BK1213'OFFICE AT PITKIN.  5.45 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 1156
 BK1213'AND LOUISIANA HIGHWAY 10 FROM THE POST OFFICE AT ELIZABETH.  3.45
 BK1213'MILES WEST OF THE ALLEN AND VERNON PARISH LINE.  1.05 MILES WEST OF
 BK1213'B.M. 58V15.  65 FEET SOUTH SOUTHWEST OF THE CENTER LINE OF LOUISIANA
 BK1213'HIGHWAY 10.  51 FEET SOUTHWEST OF THE SOUTH END OF A 36 INCH CONCRETE
 BK1213'PIPE CROSS DRAIN UNDER LOUISIANA HIGHWAY 10.  4 FEET NORTHWEST OF A
 BK1213'TELEPHONE POLE.  37 FEET NORTH NORTHEAST OF THE NORTH RAIL ON THE
 BK1213'RAILROAD TRACK.  34 FEET NORTH OF THE NORTH END OF A WOOD CULVERT
 BK1213'UNDER RAILROAD.  0.15 MILES SOUTHEAST OF THE SOUTHEAST END OF A
 BK1213'CRESOTE TIMBER BRIDGE UNDER LOUISIANA HIGHWAY 10.  DISK IN TOP OF A
 BK1213'CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT
 BK1213'SOUTH SOUTHWEST OF THE MARK.  SECTION 10, T 2S, R 5W.
 BK1213
 BK1213                          STATION RECOVERY (2001)
 BK1213
 BK1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1213'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1211 ***********************************************************************
 BK1211  DESIGNATION -  58 V 17 LADTD
 BK1211  PID         -  BK1211
 BK1211  STATE/COUNTY-  LA/VERNON
 BK1211  USGS QUAD   -  PITKIN (1972)
 BK1211
 BK1211                         *CURRENT SURVEY CONTROL
 BK1211  ___________________________________________________________________
 BK1211* NAD 83(1986)-  30 55 02.     (N)    092 53 36.     (W)     SCALED    
 BK1211* NAVD 88     -        40.57   (+/-2cm)     133.1    (feet)  VERTCON   
 BK1211  ___________________________________________________________________
 BK1211  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BK1211
 BK1211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1211
 BK1211.The horizontal coordinates were scaled from a topographic map and have
 BK1211.an estimated accuracy of +/- 6 seconds.
 BK1211
 BK1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1211.The vertical order pertains to the NGVD 29 superseded value.
 BK1211
 BK1211.The geoid height was determined by GEOID03.
 BK1211
 BK1211;                    North         East    Units  Estimated Accuracy
 BK1211;SPC LA N     -    46,330.      962,400.      MT  (+/- 180 meters Scaled)
 BK1211
 BK1211                          SUPERSEDED SURVEY CONTROL
 BK1211
 BK1211  NGVD 29 (??/??/??)   40.600  (m)          133.20   (f) ADJUSTED    2 0
 BK1211
 BK1211.Superseded values are not recommended for survey control.
 BK1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1211.See file dsdata.txt to determine how the superseded data were derived.
 BK1211
 BK1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ101204(NAD 83)
 BK1211_MARKER: DD = SURVEY DISK
 BK1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1211_STAMPING: 58V17 1969
 BK1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1211+STABILITY: SURFACE MOTION
 BK1211
 BK1211  HISTORY     - Date     Condition        Report By
 BK1211  HISTORY     - 1969     MONUMENTED       LADTD
 BK1211  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1211
 BK1211                          STATION DESCRIPTION
 BK1211
 BK1211'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1211'3.05 MI SE FROM PITKIN.
 BK1211'ABOUT 3.05 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE POST
 BK1211'OFFICE AT PITKIN.  5.45 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10
 BK1211'FROM THE ALLEN AND VERNON PARISH LINE.  1.10 MILES WEST OF B.M. B3933
 BK1211'(L.G.S.).  77 FEET NORTHEAST OF CENTERLINE OF LOUISIANA HIGHWAY 10. 32
 BK1211'FEET NORTHEAST OF A 3 WAY FENCE CORNER.  84 FEET NORTH NORTHWEST OF A
 BK1211'COMBINATION POWER AND TELEPHONE POLE.  134 FEET SOUTHEAST OF THE
 BK1211'CENTER OF A WOOD CATTLE GUARD UNDER A GRAVEL DRIVE LEADING TO FRAME
 BK1211'RESIDENCE.  1 FOOT NORTHWEST OF A BARB WIRE FENCE.  DISK IN TOP OF A
 BK1211'CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT
 BK1211'NORTHEAST OF THE MARK.  SECTION 4, T2S, R5W.
 BK1211
 BK1211                          STATION RECOVERY (2001)
 BK1211
 BK1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1211'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1210 ***********************************************************************
 BK1210  DESIGNATION -  58 V 18 LADTD
 BK1210  PID         -  BK1210
 BK1210  STATE/COUNTY-  LA/VERNON
 BK1210  USGS QUAD   -  PITKIN (1972)
 BK1210
 BK1210                         *CURRENT SURVEY CONTROL
 BK1210  ___________________________________________________________________
 BK1210* NAD 83(1986)-  30 55 42.     (N)    092 54 14.     (W)     SCALED    
 BK1210* NAVD 88     -        50.22   (+/-2cm)     164.8    (feet)  VERTCON   
 BK1210  ___________________________________________________________________
 BK1210  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BK1210
 BK1210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1210
 BK1210.The horizontal coordinates were scaled from a topographic map and have
 BK1210.an estimated accuracy of +/- 6 seconds.
 BK1210
 BK1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1210.The vertical order pertains to the NGVD 29 superseded value.
 BK1210
 BK1210.The geoid height was determined by GEOID03.
 BK1210
 BK1210;                    North         East    Units  Estimated Accuracy
 BK1210;SPC LA N     -    47,570.      961,400.      MT  (+/- 180 meters Scaled)
 BK1210
 BK1210                          SUPERSEDED SURVEY CONTROL
 BK1210
 BK1210  NGVD 29 (??/??/??)   50.256  (m)          164.88   (f) ADJUSTED    2 0
 BK1210
 BK1210.Superseded values are not recommended for survey control.
 BK1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1210.See file dsdata.txt to determine how the superseded data were derived.
 BK1210
 BK1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ091216(NAD 83)
 BK1210_MARKER: DD = SURVEY DISK
 BK1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1210_SP_SET: CONCRETE BLOCK
 BK1210_STAMPING: 58V18 1969
 BK1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1210
 BK1210  HISTORY     - Date     Condition        Report By
 BK1210  HISTORY     - 1969     MONUMENTED       LADTD
 BK1210  HISTORY     - 1972     GOOD             LADTD
 BK1210  HISTORY     - 19940611 GOOD             USPSQD
 BK1210  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1210
 BK1210                          STATION DESCRIPTION
 BK1210
 BK1210'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1210'2.0 MI SE FROM PITKIN.
 BK1210'ABOUT 2.0 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE POST
 BK1210'OFFICE AT PITKIN.  0.35 MILES EAST OF THE JUNCTION OF LOUISIANA
 BK1210'HIGHWAY 10 AND 113.  0.20 MILES WEST OF A CREOSOTE TIMBER BRIDGE.  13
 BK1210'FEET SOUTHEAST OF A FENCE CORNER.  75 FEET NORTHEAST OF THE CENTER OF
 BK1210'LOUISIANA HIGHWAY 10.  13 FEET SOUTHEAST OF A 36 INCH PINE TREE.  1
 BK1210'FOOT SOUTHWEST OF A BARBED WIRE FENCE.  108 FEET EAST OF A POWER POLE
 BK1210'WITH ONE TRANSFORMER.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BK1210'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1210'FOOT SOUTHWEST OF THE MARK.
 BK1210
 BK1210                          STATION RECOVERY (1994)
 BK1210
 BK1210'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1210'RECOVERED IN GOOD CONDITION.
 BK1210
 BK1210                          STATION RECOVERY (2001)
 BK1210
 BK1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1210'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1209 ***********************************************************************
 BK1209  DESIGNATION -  58 V 19 LADTD
 BK1209  PID         -  BK1209
 BK1209  STATE/COUNTY-  LA/VERNON
 BK1209  USGS QUAD   -  PITKIN (1972)
 BK1209
 BK1209                         *CURRENT SURVEY CONTROL
 BK1209  ___________________________________________________________________
 BK1209* NAD 83(1986)-  30 55 58.     (N)    092 55 07.     (W)     SCALED    
 BK1209* NAVD 88     -        48.46   (+/-2cm)     159.0    (feet)  VERTCON   
 BK1209  ___________________________________________________________________
 BK1209  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BK1209
 BK1209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1209
 BK1209.The horizontal coordinates were scaled from a topographic map and have
 BK1209.an estimated accuracy of +/- 6 seconds.
 BK1209
 BK1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1209.The vertical order pertains to the NGVD 29 superseded value.
 BK1209
 BK1209.The geoid height was determined by GEOID03.
 BK1209
 BK1209;                    North         East    Units  Estimated Accuracy
 BK1209;SPC LA N     -    48,060.      959,990.      MT  (+/- 180 meters Scaled)
 BK1209
 BK1209                          SUPERSEDED SURVEY CONTROL
 BK1209
 BK1209  NGVD 29 (??/??/??)   48.498  (m)          159.11   (f) ADJUSTED    2 0
 BK1209
 BK1209.Superseded values are not recommended for survey control.
 BK1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1209.See file dsdata.txt to determine how the superseded data were derived.
 BK1209
 BK1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ077221(NAD 83)
 BK1209_MARKER: DD = SURVEY DISK
 BK1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1209_SP_SET: CONCRETE BLOCK
 BK1209_STAMPING: 58V19 1969
 BK1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1209
 BK1209  HISTORY     - Date     Condition        Report By
 BK1209  HISTORY     - 1969     MONUMENTED       LADTD
 BK1209  HISTORY     - 1973     GOOD             LADTD
 BK1209  HISTORY     - 19940611 GOOD             USPSQD
 BK1209  HISTORY     - 20010331 GOOD             NGS
 BK1209
 BK1209                          STATION DESCRIPTION
 BK1209
 BK1209'DESCRIBED BY LA TRANSP AND DEV 1973
 BK1209'1.0 MI SE FROM PITKIN.
 BK1209'LOCATED ABOUT 1.0 MILES EAST ALONG LOUISIANA HIGHWAY 10 FROM THE POST
 BK1209'OFFICE AT PITKIN.  7.5 MILES WEST OF THE ALLEN AND VERNON PARISH LINE.
 BK1209'0.60 MILES WEST OF THE JUNCTION OF LOUISIANA HIGHWAY 10 AND 113. 73
 BK1209'FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 10. 41 FEET
 BK1209'NORTHEAST OF A POWER POLE WITH ONE (1) TRANSFORMER.  34 FEET NORTHEAST
 BK1209'OF A COMBINATION MESH AND BARB WIRE FENCE CORNER.  33 FEET NORTHEAST
 BK1209'OF A L.D.H. RIGHT-OF-WAY MARKER.  1 FOOT NORTHWEST OF A BARB WIRE
 BK1209'FENCE.  162 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOUNT OLIVE
 BK1209'BAPTIST CHURCH AT PITKIN.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK
 BK1209'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1209'FOOT SOUTHWEST OF THE MARK.
 BK1209
 BK1209                          STATION RECOVERY (1994)
 BK1209
 BK1209'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1209'RECOVERED IN GOOD CONDITION.
 BK1209
 BK1209                          STATION RECOVERY (2001)
 BK1209
 BK1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1209'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1249 ***********************************************************************
 BX1249  DESIGNATION -  58 V 2 LADH
 BX1249  PID         -  BX1249
 BX1249  STATE/COUNTY-  LA/VERNON
 BX1249  USGS QUAD   -  SIEPER (1978)
 BX1249
 BX1249                         *CURRENT SURVEY CONTROL
 BX1249  ___________________________________________________________________
 BX1249* NAD 83(1986)-  31 13 04.     (N)    092 50 57.     (W)     SCALED    
 BX1249* NAVD 88     -        59.72   (+/-2cm)     195.9    (feet)  VERTCON   
 BX1249  ___________________________________________________________________
 BX1249  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX1249
 BX1249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1249
 BX1249.The horizontal coordinates were scaled from a topographic map and have
 BX1249.an estimated accuracy of +/- 6 seconds.
 BX1249
 BX1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1249.The vertical order pertains to the NGVD 29 superseded value.
 BX1249
 BX1249.The geoid height was determined by GEOID03.
 BX1249
 BX1249;                    North         East    Units  Estimated Accuracy
 BX1249;SPC LA N     -    79,640.      966,730.      MT  (+/- 180 meters Scaled)
 BX1249
 BX1249                          SUPERSEDED SURVEY CONTROL
 BX1249
 BX1249  NGVD 29 (??/??/??)   59.747  (m)          196.02   (f) ADJUSTED    2 0
 BX1249
 BX1249.Superseded values are not recommended for survey control.
 BX1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1249.See file dsdata.txt to determine how the superseded data were derived.
 BX1249
 BX1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ143537(NAD 83)
 BX1249_MARKER: DD = SURVEY DISK
 BX1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1249_STAMPING: 58V2 1969
 BX1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1249+STABILITY: SURFACE MOTION
 BX1249
 BX1249  HISTORY     - Date     Condition        Report By
 BX1249  HISTORY     - 1969     MONUMENTED       LADH
 BX1249  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1249  HISTORY     - 20010331 GOOD             NGS
 BX1249
 BX1249                          STATION DESCRIPTION
 BX1249
 BX1249'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1249'2.55 MI NW FROM SIEPER.
 BX1249'ABOUT 2.55 MILES WEST ALONG LOUISIANA HIGHWAY 465 FROM THE POST OFFICE
 BX1249'AT SIEPER.  1.15 MILES WEST ALONG LOUISIANA HIGHWAY 465 FROM THE
 BX1249'RAPIDES AND VERNON PARISH LINE.  1.0 MILES NORTHWEST OF BENCH MARK
 BX1249'58V1.  0.10 MILE NORTHWEST OF GRAVEL DRIVE LEADING NORTH OFF OF
 BX1249'LOUISIANA HIGHWAY 465.  112 FEET WEST OF SOUTH END OF A 36 INCH CROSS
 BX1249'DRAIN PIPE.  102 FEET SOUTH OF A POWER POLE ON NORTH SIDE OF LOUISIANA
 BX1249'HIGHWAY 465.  16 FEET SOUTHWEST OF COMBINATION MESH AND BARB WIRE
 BX1249'FENCE.  DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. A
 BX1249'STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX1249
 BX1249                          STATION RECOVERY (1994)
 BX1249
 BX1249'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1249'MARK NOT FOUND.
 BX1249
 BX1249                          STATION RECOVERY (2001)
 BX1249
 BX1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1249'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1233 ***********************************************************************
 BK1233  DESIGNATION -  58 V 20 LADTD
 BK1233  PID         -  BK1233
 BK1233  STATE/COUNTY-  LA/VERNON
 BK1233  USGS QUAD   -  PITKIN (1972)
 BK1233
 BK1233                         *CURRENT SURVEY CONTROL
 BK1233  ___________________________________________________________________
 BK1233* NAD 83(1986)-  30 55 57.     (N)    092 54 10.     (W)     SCALED    
 BK1233* NAVD 88     -        55.28   (+/-2cm)     181.4    (feet)  VERTCON   
 BK1233  ___________________________________________________________________
 BK1233  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BK1233
 BK1233  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1233
 BK1233.The horizontal coordinates were scaled from a topographic map and have
 BK1233.an estimated accuracy of +/- 6 seconds.
 BK1233
 BK1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1233.The vertical order pertains to the NGVD 29 superseded value.
 BK1233
 BK1233.The geoid height was determined by GEOID03.
 BK1233
 BK1233;                    North         East    Units  Estimated Accuracy
 BK1233;SPC LA N     -    48,030.      961,500.      MT  (+/- 180 meters Scaled)
 BK1233
 BK1233                          SUPERSEDED SURVEY CONTROL
 BK1233
 BK1233  NGVD 29 (??/??/??)   55.315  (m)          181.48   (f) ADJUSTED    2 1
 BK1233
 BK1233.Superseded values are not recommended for survey control.
 BK1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1233.See file dsdata.txt to determine how the superseded data were derived.
 BK1233
 BK1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ092221(NAD 83)
 BK1233_MARKER: DD = SURVEY DISK
 BK1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1233_SP_SET: CONCRETE BLOCK
 BK1233_STAMPING: 58V20 1973
 BK1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1233
 BK1233  HISTORY     - Date     Condition        Report By
 BK1233  HISTORY     - 1973     MONUMENTED       LADTD
 BK1233  HISTORY     - 1974     GOOD             LADTD
 BK1233  HISTORY     - 19940611 GOOD             USPSQD
 BK1233  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1233
 BK1233                          STATION DESCRIPTION
 BK1233
 BK1233'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1233'2.0 MI SE FROM PITKIN.
 BK1233'LOCATED 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE POST
 BK1233'OFFICE AT PITKIN.  THENCE 0.4 MILES EAST ALONG LOUISIANA HIGHWAY 113.
 BK1233'1.0 MILES SOUTHEAST OF B.M. 58V19.  51 FEET SOUTH OF THE CENTERLINE OF
 BK1233'LOUISIANA HIGHWAY 113.  42 FEET SOUTHEAST OF A POWER POLE.  0.1 MILES
 BK1233'EAST CROWN ZELLERBACH BUILDING.  3.0 FEET SOUTH OF A BARB WIRE FENCE.
 BK1233'3 FEET EAST OF A CABLE FENCE.  0.1 MILES WEST OF BRIDGE NO. 1
 BK1233'40.-01.0040.1.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3
 BK1233'INCHES ABOVE THE GROUND.  A METAL WITNESS POST IS SET 1 FOOT NORTH OF
 BK1233'THE MARK.
 BK1233
 BK1233                          STATION RECOVERY (1994)
 BK1233
 BK1233'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1233'RECOVERED IN GOOD CONDITION.
 BK1233
 BK1233                          STATION RECOVERY (2001)
 BK1233
 BK1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2152 ***********************************************************************
 BK2152  DESIGNATION -  58 V 21 LADH RESET 1982
 BK2152  PID         -  BK2152
 BK2152  STATE/COUNTY-  LA/VERNON
 BK2152  USGS QUAD   -  PITKIN (1972)
 BK2152
 BK2152                         *CURRENT SURVEY CONTROL
 BK2152  ___________________________________________________________________
 BK2152* NAD 83(1986)-  30 56 01.     (N)    092 53 05.     (W)     SCALED    
 BK2152* NAVD 88     -        43.34   (+/-2cm)     142.2    (feet)  VERTCON   
 BK2152  ___________________________________________________________________
 BK2152  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BK2152
 BK2152  VERT ORDER  -  THIRD (See Below)
 BK2152
 BK2152.The horizontal coordinates were scaled from a topographic map and have
 BK2152.an estimated accuracy of +/- 6 seconds.
 BK2152
 BK2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2152.The vertical order pertains to the NGVD 29 superseded value.
 BK2152
 BK2152.The geoid height was determined by GEOID03.
 BK2152
 BK2152;                    North         East    Units  Estimated Accuracy
 BK2152;SPC LA N     -    48,140.      963,230.      MT  (+/- 180 meters Scaled)
 BK2152
 BK2152                          SUPERSEDED SURVEY CONTROL
 BK2152
 BK2152  NGVD 29 (??/??/??)   43.37   (m)          142.3    (f) RESET       3  
 BK2152
 BK2152.Superseded values are not recommended for survey control.
 BK2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2152.See file dsdata.txt to determine how the superseded data were derived.
 BK2152
 BK2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ110222(NAD 83)
 BK2152_MARKER: DD = SURVEY DISK
 BK2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2152_STAMPING: 58 V 21 RESET 1982
 BK2152_PROJECTION: FLUSH
 BK2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2152+STABILITY: SURFACE MOTION
 BK2152
 BK2152  HISTORY     - Date     Condition        Report By
 BK2152  HISTORY     - 1982     MONUMENTED       LADTD
 BK2152  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK2152
 BK2152                          STATION DESCRIPTION
 BK2152
 BK2152'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2152'4.9 KM (3.05 MI) SE FROM PITKIN.
 BK2152'2.57 KM (1.6 MI) SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST
 BK2152'OFFICE IN PITKIN, THENCE 2.33 KM (1.45 MI) EAST ALONG STATE HIGHWAY
 BK2152'113, 25.9 METERS (85.0 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BK2152'113, 15.5 METERS (51.0 FT) NORTH OF A 10-INCH PINE TREE, 2.7 METERS
 BK2152'(9.0 FT) EAST OF A NORTH-SOUTH FENCE, AND 2.1 METERS (7.0 FT)
 BK2152'SOUTHEAST OF A 36-INCH RED OAK TREE.
 BK2152'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 BK2152
 BK2152                          STATION RECOVERY (2001)
 BK2152
 BK2152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK2152'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1234 ***********************************************************************
 BK1234  DESIGNATION -  58 V 21 LADTD
 BK1234  PID         -  BK1234
 BK1234  STATE/COUNTY-  LA/VERNON
 BK1234  USGS QUAD   -  PITKIN (1972)
 BK1234
 BK1234                         *CURRENT SURVEY CONTROL
 BK1234  ___________________________________________________________________
 BK1234* NAD 83(1986)-  30 56 01.     (N)    092 53 05.     (W)     SCALED    
 BK1234* NAVD 88     -        43.33   (+/-2cm)     142.2    (feet)  VERTCON   
 BK1234  ___________________________________________________________________
 BK1234  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BK1234
 BK1234  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1234
 BK1234.The horizontal coordinates were scaled from a topographic map and have
 BK1234.an estimated accuracy of +/- 6 seconds.
 BK1234
 BK1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1234.The vertical order pertains to the NGVD 29 superseded value.
 BK1234
 BK1234.The geoid height was determined by GEOID03.
 BK1234
 BK1234;                    North         East    Units  Estimated Accuracy
 BK1234;SPC LA N     -    48,140.      963,230.      MT  (+/- 180 meters Scaled)
 BK1234
 BK1234                          SUPERSEDED SURVEY CONTROL
 BK1234
 BK1234  NGVD 29 (??/??/??)   43.361  (m)          142.26   (f) ADJUSTED    2 1
 BK1234
 BK1234.Superseded values are not recommended for survey control.
 BK1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1234.See file dsdata.txt to determine how the superseded data were derived.
 BK1234
 BK1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ110222(NAD 83)
 BK1234_MARKER: DD = SURVEY DISK
 BK1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1234_SP_SET: CONCRETE BLOCK
 BK1234_STAMPING: 58V21 1973
 BK1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1234
 BK1234  HISTORY     - Date     Condition        Report By
 BK1234  HISTORY     - 1973     MONUMENTED       LADTD
 BK1234  HISTORY     - 1974     GOOD             LADTD
 BK1234  HISTORY     - 1982     GOOD             LADTD
 BK1234  HISTORY     - 19940611 GOOD             USPSQD
 BK1234  HISTORY     - 20010331 GOOD             NGS
 BK1234
 BK1234                          STATION DESCRIPTION
 BK1234
 BK1234'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1234'3.05 MI SE FROM PITKIN.
 BK1234'LOCATED ABOUT 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1234'POST OFFICE AT PITKIN.  THENCE 1.45 MILES EAST ALONG LOUISIANA HIGHWAY
 BK1234'113.  56 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 113. 14
 BK1234'FEET SOUTHEAST OF A 24 INCH RED OAK TREE.  7 FEET EAST OF A 4 STRAND
 BK1234'CABLE FENCE.  0.1 MILES WEST OF BRIDGE NO. 140.01.0152.1. SET IN THE
 BK1234'TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND. A
 BK1234'STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BK1234
 BK1234                          STATION RECOVERY (1982)
 BK1234
 BK1234'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1234'RECOVERED IN GOOD CONDITION.
 BK1234
 BK1234                          STATION RECOVERY (1994)
 BK1234
 BK1234'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1234'RECOVERED IN GOOD CONDITION.
 BK1234
 BK1234                          STATION RECOVERY (2001)
 BK1234
 BK1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1235 ***********************************************************************
 BK1235  DESIGNATION -  58 V 22 LADTD
 BK1235  PID         -  BK1235
 BK1235  STATE/COUNTY-  LA/VERNON
 BK1235  USGS QUAD   -  STEEP GULLY (1972)
 BK1235
 BK1235                         *CURRENT SURVEY CONTROL
 BK1235  ___________________________________________________________________
 BK1235* NAD 83(1986)-  30 56 16.     (N)    092 52 16.     (W)     SCALED    
 BK1235* NAVD 88     -        56.29   (+/-2cm)     184.7    (feet)  VERTCON   
 BK1235  ___________________________________________________________________
 BK1235  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BK1235
 BK1235  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1235
 BK1235.The horizontal coordinates were scaled from a topographic map and have
 BK1235.an estimated accuracy of +/- 6 seconds.
 BK1235
 BK1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1235.The vertical order pertains to the NGVD 29 superseded value.
 BK1235
 BK1235.The geoid height was determined by GEOID03.
 BK1235
 BK1235;                    North         East    Units  Estimated Accuracy
 BK1235;SPC LA N     -    48,600.      964,530.      MT  (+/- 180 meters Scaled)
 BK1235
 BK1235                          SUPERSEDED SURVEY CONTROL
 BK1235
 BK1235  NGVD 29 (??/??/??)   56.319  (m)          184.77   (f) ADJUSTED    2 1
 BK1235
 BK1235.Superseded values are not recommended for survey control.
 BK1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1235.See file dsdata.txt to determine how the superseded data were derived.
 BK1235
 BK1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ123227(NAD 83)
 BK1235_MARKER: DD = SURVEY DISK
 BK1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1235_SP_SET: BLOCK
 BK1235_STAMPING: 58V22 1973
 BK1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1235
 BK1235  HISTORY     - Date     Condition        Report By
 BK1235  HISTORY     - 1973     MONUMENTED       LADTD
 BK1235  HISTORY     - 1974     GOOD             LADTD
 BK1235  HISTORY     - 1982     GOOD             LADTD
 BK1235  HISTORY     - 19940611 GOOD             USPSQD
 BK1235  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1235
 BK1235                          STATION DESCRIPTION
 BK1235
 BK1235'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1235'3.95 MI SE FROM PITKIN.
 BK1235'LOCATED ABOUT 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1235'POST OFFICE AT PITKIN.  THENCE 2.35 MILES EAST ALONG LOUISIANA HIGHWAY
 BK1235'113.  45 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 113. 0.90
 BK1235'MILES EAST OF BM 58V21.  62 FEET NORTHEAST OF THE INTERSECTION OF
 BK1235'LOUISIANA HIGHWAY 113 AND DIRT ROAD LEADING NORTH. 25 FEET EAST OF THE
 BK1235'CENTER OF A METAL CATTLE GAP.  14 FEET EAST OF A METAL WARNING SIGN
 BK1235'FOR TELEPHONE CABLE.  11 FEET NORTH OF THE CORNER POST OF A BARB WIRE
 BK1235'FENCE.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3 INCHES
 BK1235'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE
 BK1235'MARK.
 BK1235
 BK1235                          STATION RECOVERY (1982)
 BK1235
 BK1235'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1235'RECOVERED IN GOOD CONDITION.
 BK1235
 BK1235                          STATION RECOVERY (1994)
 BK1235
 BK1235'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1235'RECOVERED IN GOOD CONDITION.
 BK1235
 BK1235                          STATION RECOVERY (2001)
 BK1235
 BK1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1235'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1236 ***********************************************************************
 BK1236  DESIGNATION -  58 V 23 LADTD
 BK1236  PID         -  BK1236
 BK1236  STATE/COUNTY-  LA/VERNON
 BK1236  USGS QUAD   -  STEEP GULLY (1972)
 BK1236
 BK1236                         *CURRENT SURVEY CONTROL
 BK1236  ___________________________________________________________________
 BK1236* NAD 83(1986)-  30 56 33.     (N)    092 51 16.     (W)     SCALED    
 BK1236* NAVD 88     -        53.14   (+/-2cm)     174.3    (feet)  VERTCON   
 BK1236  ___________________________________________________________________
 BK1236  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BK1236
 BK1236  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1236
 BK1236.The horizontal coordinates were scaled from a topographic map and have
 BK1236.an estimated accuracy of +/- 6 seconds.
 BK1236
 BK1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1236.The vertical order pertains to the NGVD 29 superseded value.
 BK1236
 BK1236.The geoid height was determined by GEOID03.
 BK1236
 BK1236;                    North         East    Units  Estimated Accuracy
 BK1236;SPC LA N     -    49,120.      966,130.      MT  (+/- 180 meters Scaled)
 BK1236
 BK1236                          SUPERSEDED SURVEY CONTROL
 BK1236
 BK1236  NGVD 29 (??/??/??)   53.164  (m)          174.42   (f) ADJUSTED    2 1
 BK1236
 BK1236.Superseded values are not recommended for survey control.
 BK1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1236.See file dsdata.txt to determine how the superseded data were derived.
 BK1236
 BK1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ139232(NAD 83)
 BK1236_MARKER: DD = SURVEY DISK
 BK1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1236_SP_SET: BLOCK
 BK1236_STAMPING: 58V23 1973
 BK1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1236
 BK1236  HISTORY     - Date     Condition        Report By
 BK1236  HISTORY     - 1973     MONUMENTED       LADTD
 BK1236  HISTORY     - 1974     GOOD             LADTD
 BK1236  HISTORY     - 1982     GOOD             LADTD
 BK1236  HISTORY     - 19940611 GOOD             USPSQD
 BK1236  HISTORY     - 20010331 GOOD             NGS
 BK1236
 BK1236                          STATION DESCRIPTION
 BK1236
 BK1236'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1236'5.05 MI SE FROM PITKIN.
 BK1236'LOCATED ABOUT 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1236'POST OFFICE AT PITKIN.  THENCE 3.45 MILES EAST ALONG LOUISIANA HIGHWAY
 BK1236'113.  1.1 MILES EAST OF B.M. 58V22.  0.1 MILES WEST OF OCCUPY NO. 2
 BK1236'BAPTIST CHURCH ROAD.  64 FEET SOUTH OF THE CENTERLINE OF LOUISIANA
 BK1236'HIGHWAY 113.  23 FEET SOUTH OF COMBINATION POWER POLE AND FENCE
 BK1236'CORNER.  112 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK VENEER
 BK1236'HOUSE.  1 FOOT EAST OF BARB WIRE FENCE.  SET IN THE TOP OF A 8 INCH
 BK1236'CONCRETE BLOCK PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BK1236'POST IS SET 1 FOOT NORTH OF THE MARK.
 BK1236
 BK1236                          STATION RECOVERY (1982)
 BK1236
 BK1236'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1236'RECOVERED IN GOOD CONDITION.
 BK1236
 BK1236                          STATION RECOVERY (1994)
 BK1236
 BK1236'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1236'RECOVERED IN GOOD CONDITION.
 BK1236
 BK1236                          STATION RECOVERY (2001)
 BK1236
 BK1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1236'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1237 ***********************************************************************
 BK1237  DESIGNATION -  58 V 24 LADTD
 BK1237  PID         -  BK1237
 BK1237  STATE/COUNTY-  LA/VERNON
 BK1237  USGS QUAD   -  STEEP GULLY (1972)
 BK1237
 BK1237                         *CURRENT SURVEY CONTROL
 BK1237  ___________________________________________________________________
 BK1237* NAD 83(1986)-  30 57 07.     (N)    092 50 39.     (W)     SCALED    
 BK1237* NAVD 88     -        52.00   (+/-2cm)     170.6    (feet)  VERTCON   
 BK1237  ___________________________________________________________________
 BK1237  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BK1237
 BK1237  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1237
 BK1237.The horizontal coordinates were scaled from a topographic map and have
 BK1237.an estimated accuracy of +/- 6 seconds.
 BK1237
 BK1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1237.The vertical order pertains to the NGVD 29 superseded value.
 BK1237
 BK1237.The geoid height was determined by GEOID03.
 BK1237
 BK1237;                    North         East    Units  Estimated Accuracy
 BK1237;SPC LA N     -    50,160.      967,110.      MT  (+/- 180 meters Scaled)
 BK1237
 BK1237                          SUPERSEDED SURVEY CONTROL
 BK1237
 BK1237  NGVD 29 (??/??/??)   52.026  (m)          170.69   (f) ADJUSTED    2 1
 BK1237
 BK1237.Superseded values are not recommended for survey control.
 BK1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1237.See file dsdata.txt to determine how the superseded data were derived.
 BK1237
 BK1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ148242(NAD 83)
 BK1237_MARKER: DD = SURVEY DISK
 BK1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1237_SP_SET: BLOCK
 BK1237_STAMPING: 58V24 1973
 BK1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1237
 BK1237  HISTORY     - Date     Condition        Report By
 BK1237  HISTORY     - 1973     MONUMENTED       LADTD
 BK1237  HISTORY     - 1974     GOOD             LADTD
 BK1237  HISTORY     - 1982     GOOD             LADTD
 BK1237  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1237  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1237
 BK1237                          STATION DESCRIPTION
 BK1237
 BK1237'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1237'5.95 MI SE FROM PITKIN.
 BK1237'LOCATED ABOUT 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1237'POST OFFICE AT PITKIN.  THENCE 4.35 MILES EAST ALONG LOUISIANA HIGHWAY
 BK1237'113.  0.90 MILES EAST OF B.M. 58V23.  71 FEET EAST OF THE CENTERLINE
 BK1237'OF LOUISIANA HIGHWAY 113.  66 FEET NORTHEAST OF THE SOUTHWEST CORNER
 BK1237'OF BRIDGE NO. 140.01.0432.1.  7 FEET WEST OF A 12 INCH PINE TREE. 184
 BK1237'FEET SOUTH OF A DIRT DRIVEWAY LEADING TO RESIDENCE OF JOHN W.
 BK1237'THOMPSON.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 3
 BK1237'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTHWEST
 BK1237'OF THE MARK.
 BK1237
 BK1237                          STATION RECOVERY (1982)
 BK1237
 BK1237'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1237'RECOVERED IN GOOD CONDITION.
 BK1237
 BK1237                          STATION RECOVERY (1994)
 BK1237
 BK1237'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1237'MARK NOT FOUND.
 BK1237
 BK1237                          STATION RECOVERY (2001)
 BK1237
 BK1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2153 ***********************************************************************
 BK2153  DESIGNATION -  58 V 24 LADTD RESET 1982
 BK2153  PID         -  BK2153
 BK2153  STATE/COUNTY-  LA/VERNON
 BK2153  USGS QUAD   -  STEEP GULLY (1972)
 BK2153
 BK2153                         *CURRENT SURVEY CONTROL
 BK2153  ___________________________________________________________________
 BK2153* NAD 83(1986)-  30 57 07.     (N)    092 50 39.     (W)     SCALED    
 BK2153* NAVD 88     -        52.07   (+/-2cm)     170.8    (feet)  VERTCON   
 BK2153  ___________________________________________________________________
 BK2153  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BK2153
 BK2153  VERT ORDER  -  THIRD (See Below)
 BK2153
 BK2153.The horizontal coordinates were scaled from a topographic map and have
 BK2153.an estimated accuracy of +/- 6 seconds.
 BK2153
 BK2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2153.The vertical order pertains to the NGVD 29 superseded value.
 BK2153
 BK2153.The geoid height was determined by GEOID03.
 BK2153
 BK2153;                    North         East    Units  Estimated Accuracy
 BK2153;SPC LA N     -    50,160.      967,110.      MT  (+/- 180 meters Scaled)
 BK2153
 BK2153                          SUPERSEDED SURVEY CONTROL
 BK2153
 BK2153  NGVD 29 (??/??/??)   52.09   (m)          170.9    (f) RESET       3  
 BK2153
 BK2153.Superseded values are not recommended for survey control.
 BK2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2153.See file dsdata.txt to determine how the superseded data were derived.
 BK2153
 BK2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ148242(NAD 83)
 BK2153_MARKER: DD = SURVEY DISK
 BK2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2153_STAMPING: 58 V 24 RESET 1982
 BK2153_PROJECTION: FLUSH
 BK2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2153+STABILITY: SURFACE MOTION
 BK2153
 BK2153  HISTORY     - Date     Condition        Report By
 BK2153  HISTORY     - 1982     MONUMENTED       LADTD
 BK2153  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK2153  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK2153
 BK2153                          STATION DESCRIPTION
 BK2153
 BK2153'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2153'9.6 KM (5.95 MI) SE FROM PITKIN.
 BK2153'2.6 KM (1.6 MI) SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BK2153'IN PITKIN, THENCE 7.0 KM (4.35 MI) EAST ALONG STATE HIGHWAY 113,
 BK2153'30.3 METERS (99.5 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2153'113, 27.3 METERS (89.5 FT) NORTHWEST OF A 12-INCH BLACK JACK OAK
 BK2153'TREE, AND 20.7 METERS (68.0 FT) SOUTHWEST OF THE SOUTHWEST OF
 BK2153'AN ABANDONED BUILDING.
 BK2153'THE MARK IS 1.6 FT  SE FROM A WITNESS POST.
 BK2153
 BK2153                          STATION RECOVERY (1994)
 BK2153
 BK2153'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK2153'MARK NOT FOUND.
 BK2153
 BK2153                          STATION RECOVERY (2001)
 BK2153
 BK2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK2153'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1238 ***********************************************************************
 BK1238  DESIGNATION -  58 V 25 LADTD
 BK1238  PID         -  BK1238
 BK1238  STATE/COUNTY-  LA/VERNON
 BK1238  USGS QUAD   -  STEEP GULLY (1972)
 BK1238
 BK1238                         *CURRENT SURVEY CONTROL
 BK1238  ___________________________________________________________________
 BK1238* NAD 83(1986)-  30 57 51.     (N)    092 50 02.     (W)     SCALED    
 BK1238* NAVD 88     -        54.50   (+/-2cm)     178.8    (feet)  VERTCON   
 BK1238  ___________________________________________________________________
 BK1238  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BK1238
 BK1238  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1238
 BK1238.The horizontal coordinates were scaled from a topographic map and have
 BK1238.an estimated accuracy of +/- 6 seconds.
 BK1238
 BK1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1238.The vertical order pertains to the NGVD 29 superseded value.
 BK1238
 BK1238.The geoid height was determined by GEOID03.
 BK1238
 BK1238;                    North         East    Units  Estimated Accuracy
 BK1238;SPC LA N     -    51,520.      968,100.      MT  (+/- 180 meters Scaled)
 BK1238
 BK1238                          SUPERSEDED SURVEY CONTROL
 BK1238
 BK1238  NGVD 29 (??/??/??)   54.521  (m)          178.87   (f) ADJUSTED    2 1
 BK1238
 BK1238.Superseded values are not recommended for survey control.
 BK1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1238.See file dsdata.txt to determine how the superseded data were derived.
 BK1238
 BK1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ158256(NAD 83)
 BK1238_MARKER: DD = SURVEY DISK
 BK1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1238_SP_SET: BLOCK
 BK1238_STAMPING: 58V25 1973
 BK1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1238
 BK1238  HISTORY     - Date     Condition        Report By
 BK1238  HISTORY     - 1973     MONUMENTED       LADTD
 BK1238  HISTORY     - 1974     GOOD             LADTD
 BK1238  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1238  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1238
 BK1238                          STATION DESCRIPTION
 BK1238
 BK1238'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1238'7.00 MI SE FROM PITKIN.
 BK1238'LOCATED ABOUT 1.6 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1238'POST OFFICE AT PITKIN.  THENCE 5.40 MILES EAST ALONG LOUISIANA HIGHWAY
 BK1238'113.  1.05 MILES EAST OF B.M. 58V24.  91 FEET SOUTHEAST OF THE
 BK1238'CENTERLINE OF LOUISIANA HIGHWAY 113.  137 FEET NORTHEAST OF THE
 BK1238'SOUTHWEST CORNER OF BRIDGE NO.140.01.0502.1.  126 FEET SOUTHEAST,
 BK1238'ACROSS LOUISIANA HIGHWAY 113, OF A BARB WIRE FENCE.  SET IN THE TOP OF
 BK1238'A 8 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL
 BK1238'WITNESS POST IS SET 1 FOOT NORTHWEST OF THE MARK.
 BK1238
 BK1238                          STATION RECOVERY (1994)
 BK1238
 BK1238'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1238'MARK NOT FOUND.
 BK1238
 BK1238                          STATION RECOVERY (2001)
 BK1238
 BK1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1238'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3374 ***********************************************************************
 BK3374  DESIGNATION -  58 V 26 RESET
 BK3374  PID         -  BK3374
 BK3374  STATE/COUNTY-  LA/VERNON
 BK3374  USGS QUAD   -  STEEP GULLY (1972)
 BK3374
 BK3374                         *CURRENT SURVEY CONTROL
 BK3374  ___________________________________________________________________
 BK3374* NAD 83(1986)-  30 58 26.     (N)    092 49 27.     (W)     SCALED    
 BK3374* NAVD 88     -        47.04   (+/-2cm)     154.3    (feet)  VERTCON   
 BK3374  ___________________________________________________________________
 BK3374  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BK3374
 BK3374  VERT ORDER  -  THIRD (See Below)
 BK3374
 BK3374.The horizontal coordinates were scaled from a topographic map and have
 BK3374.an estimated accuracy of +/- 6 seconds.
 BK3374
 BK3374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3374.The vertical order pertains to the NGVD 29 superseded value.
 BK3374
 BK3374.The geoid height was determined by GEOID03.
 BK3374
 BK3374;                    North         East    Units  Estimated Accuracy
 BK3374;SPC LA N     -    52,590.      969,030.      MT  (+/- 180 meters Scaled)
 BK3374
 BK3374                          SUPERSEDED SURVEY CONTROL
 BK3374
 BK3374  NGVD 29 (09/18/05)   47.06   (m)          154.4    (f) RESET       3  
 BK3374
 BK3374.Superseded values are not recommended for survey control.
 BK3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3374.See file dsdata.txt to determine how the superseded data were derived.
 BK3374
 BK3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ167267(NAD 83)
 BK3374_MARKER: DD = SURVEY DISK
 BK3374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3374_SP_SET: CONCRETE POST
 BK3374_STAMPING: 58V26 RESET 1983
 BK3374_MARK LOGO: LADTD 
 BK3374_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3374+STABILITY: SURFACE MOTION
 BK3374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3374+SATELLITE: SATELLITE OBSERVATIONS - 1983
 BK3374
 BK3374  HISTORY     - Date     Condition        Report By
 BK3374  HISTORY     - 1983     MONUMENTED       LADTD
 BK3374  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK3374  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK3374
 BK3374                          STATION DESCRIPTION
 BK3374
 BK3374'DESCRIBED BY LA TRANSP AND DEV 1983
 BK3374'THE STATION IS LOCATED ABOUT 12.8 KM (7.95 MI) SOUTHEAST OF PITKIN.
 BK3374'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3374'TO REACH THE STATION FROM THE POST OFFICE IN PITKIN GO SOUTHEAST FOR
 BK3374'2.6 KM (1.60 MI) ON STATE HIGHWAY 10 TO THE JUNCTION WITH STATE
 BK3374'HIGHWAY 113.  TURN LEFT AND GO EAST FOR 10.2 KM (6.35 MI) ON HIGHWAY
 BK3374'113 TO THE MARK ON THE LEFT SET ABOUT MIDWAY BETWEEN TWO NEW BRIDGES.
 BK3374'THE STATION IS 34.7 M (113.8 FT) NOIRTHEAST FROM A RIGHT-OF-WAY
 BK3374'MARKER, 29.6 M (97.1 FT) NORTH-NORTHWEST FROM THE CENTER OF HIGHWAY
 BK3374'113, 26.2 M (86.0 FT) WEST FROM THE PARISH LINE, 0.5 M (1.6 FT)
 BK3374'NORTH-NORTHWEST FROM THE RIGHT-OF-WAY FENCE AND 0.46 M (1.5 FT)
 BK3374'SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BK3374
 BK3374                          STATION RECOVERY (1994)
 BK3374
 BK3374'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3374'MARK NOT FOUND.
 BK3374
 BK3374                          STATION RECOVERY (2001)
 BK3374
 BK3374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1232 ***********************************************************************
 BK1232  DESIGNATION -  58 V 27 LADTD
 BK1232  PID         -  BK1232
 BK1232  STATE/COUNTY-  LA/VERNON
 BK1232  USGS QUAD   -  PITKIN (1972)
 BK1232
 BK1232                         *CURRENT SURVEY CONTROL
 BK1232  ___________________________________________________________________
 BK1232* NAD 83(1986)-  30 57 44.     (N)    092 59 31.     (W)     SCALED    
 BK1232* NAVD 88     -        53.77   (+/-2cm)     176.4    (feet)  VERTCON   
 BK1232  ___________________________________________________________________
 BK1232  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BK1232
 BK1232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1232
 BK1232.The horizontal coordinates were scaled from a topographic map and have
 BK1232.an estimated accuracy of +/- 6 seconds.
 BK1232
 BK1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1232.The vertical order pertains to the NGVD 29 superseded value.
 BK1232
 BK1232.The geoid height was determined by GEOID03.
 BK1232
 BK1232;                    North         East    Units  Estimated Accuracy
 BK1232;SPC LA N     -    51,360.      953,000.      MT  (+/- 180 meters Scaled)
 BK1232
 BK1232                          SUPERSEDED SURVEY CONTROL
 BK1232
 BK1232  NGVD 29 (??/??/??)   53.834  (m)          176.62   (f) ADJUSTED    2 0
 BK1232
 BK1232.Superseded values are not recommended for survey control.
 BK1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1232.See file dsdata.txt to determine how the superseded data were derived.
 BK1232
 BK1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ007254(NAD 83)
 BK1232_MARKER: DD = SURVEY DISK
 BK1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1232_SP_SET: CONCRETE BLOCK
 BK1232_STAMPING: 58V27 1972
 BK1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1232
 BK1232  HISTORY     - Date     Condition        Report By
 BK1232  HISTORY     - 1972     MONUMENTED       LADTD
 BK1232
 BK1232                          STATION DESCRIPTION
 BK1232
 BK1232'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1232'4.0 MI NW FROM PITKIN.
 BK1232'LOCATED ABOUT 4.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1232'POST OFFICE AT PITKIN.  1.0 MILES NORTHWEST OF B.M. S 183.  87 FEET
 BK1232'NORTH OF THE CENTER OF LOUISIANA HIGHWAY 10.  26 FEET NORTHEAST OF A
 BK1232'30 INCH PINE TREE.  2 FEET SOUTH OF A COMBINATION MESH AND BARB WIRE
 BK1232'FENCE.  .1 MILES SOUTHEAST OF A CROSS-DRAIN PIPE UNDER LOUISIANA
 BK1232'HIGHWAY 10.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 3
 BK1232'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF
 BK1232'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1337 ***********************************************************************
 BK1337  DESIGNATION -  58 V 28 LADTD
 BK1337  PID         -  BK1337
 BK1337  STATE/COUNTY-  LA/VERNON
 BK1337  USGS QUAD   -  SUGRUE (1986)
 BK1337
 BK1337                         *CURRENT SURVEY CONTROL
 BK1337  ___________________________________________________________________
 BK1337* NAD 83(1986)-  30 58 07.     (N)    093 00 25.     (W)     SCALED    
 BK1337* NAVD 88     -        63.54   (+/-2cm)     208.5    (feet)  VERTCON   
 BK1337  ___________________________________________________________________
 BK1337  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BK1337
 BK1337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1337
 BK1337.The horizontal coordinates were scaled from a topographic map and have
 BK1337.an estimated accuracy of +/- 6 seconds.
 BK1337
 BK1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1337.The vertical order pertains to the NGVD 29 superseded value.
 BK1337
 BK1337.The geoid height was determined by GEOID03.
 BK1337
 BK1337;                    North         East    Units  Estimated Accuracy
 BK1337;SPC LA N     -    52,070.      951,570.      MT  (+/- 180 meters Scaled)
 BK1337
 BK1337                          SUPERSEDED SURVEY CONTROL
 BK1337
 BK1337  NGVD 29 (??/??/??)   63.599  (m)          208.66   (f) ADJUSTED    2 0
 BK1337
 BK1337.Superseded values are not recommended for survey control.
 BK1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1337.See file dsdata.txt to determine how the superseded data were derived.
 BK1337
 BK1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ993261(NAD 83)
 BK1337_MARKER: DD = SURVEY DISK
 BK1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1337_STAMPING: 58V28 1972
 BK1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1337+STABILITY: SURFACE MOTION
 BK1337
 BK1337  HISTORY     - Date     Condition        Report By
 BK1337  HISTORY     - 1972     MONUMENTED       LADTD
 BK1337  HISTORY     - 19940611 GOOD             USPSQD
 BK1337  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1337
 BK1337                          STATION DESCRIPTION
 BK1337
 BK1337'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1337'5.0 MI NW FROM PITKIN.
 BK1337'LOCATED ABOUT 5.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1337'POST OFFICE AT PITKIN.  1.0 MILES NORTHWEST OF B.M. 58V27.  .3 MILES
 BK1337'SOUTHEAST OF BRIDGE NO. 066-03-0112-1.  83 FEET NORTH OF THE CENTER OF
 BK1337'LOUISIANA HIGHWAY 10.  72 FEET EAST OF THE CENTER OF A DIRT ROAD
 BK1337'LEADING NORTH.  3 FEET SOUTH OF A COMBINATION MESH AND BARB WIRE
 BK1337'FENCE.  SET IN THE TOP OF A 10 INCH CONCRETE POST PROJECTING 4 INCHES
 BK1337'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE
 BK1337'MARK.
 BK1337
 BK1337                          STATION RECOVERY (1994)
 BK1337
 BK1337'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1337'RECOVERED IN GOOD CONDITION.
 BK1337
 BK1337                          STATION RECOVERY (2001)
 BK1337
 BK1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1337'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1338 ***********************************************************************
 BK1338  DESIGNATION -  58 V 29 LADTD
 BK1338  PID         -  BK1338
 BK1338  STATE/COUNTY-  LA/VERNON
 BK1338  USGS QUAD   -  SUGRUE (1986)
 BK1338
 BK1338                         *CURRENT SURVEY CONTROL
 BK1338  ___________________________________________________________________
 BK1338* NAD 83(1986)-  30 58 04.     (N)    093 01 23.     (W)     SCALED    
 BK1338* NAVD 88     -        65.86   (+/-2cm)     216.1    (feet)  VERTCON   
 BK1338  ___________________________________________________________________
 BK1338  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BK1338
 BK1338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1338
 BK1338.The horizontal coordinates were scaled from a topographic map and have
 BK1338.an estimated accuracy of +/- 6 seconds.
 BK1338
 BK1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1338.The vertical order pertains to the NGVD 29 superseded value.
 BK1338
 BK1338.The geoid height was determined by GEOID03.
 BK1338
 BK1338;                    North         East    Units  Estimated Accuracy
 BK1338;SPC LA N     -    51,990.      950,030.      MT  (+/- 180 meters Scaled)
 BK1338
 BK1338                          SUPERSEDED SURVEY CONTROL
 BK1338
 BK1338  NGVD 29 (??/??/??)   65.931  (m)          216.31   (f) ADJUSTED    2 0
 BK1338
 BK1338.Superseded values are not recommended for survey control.
 BK1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1338.See file dsdata.txt to determine how the superseded data were derived.
 BK1338
 BK1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ977260(NAD 83)
 BK1338_MARKER: DD = SURVEY DISK
 BK1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1338_SP_SET: BLOCK
 BK1338_STAMPING: 58V29 1972
 BK1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1338
 BK1338  HISTORY     - Date     Condition        Report By
 BK1338  HISTORY     - 1972     MONUMENTED       LADTD
 BK1338  HISTORY     - 19940611 GOOD             USPSQD
 BK1338  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1338
 BK1338                          STATION DESCRIPTION
 BK1338
 BK1338'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1338'5.95 MI NW FROM PITKIN.
 BK1338'LOCATED ABOUT 5.95 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1338'POST OFFICE AT PITKIN.  0.6 MILES NORTHWEST OF BRIDGE NO.
 BK1338'066-03-0112-1.  0.15 MILES NORTHWEST OF THE INTERSECTION OF LOUISIANA
 BK1338'HIGHWAY 399 NORTH AND LOUISIANA HIGHWAY 10.  44 FEET NORTH OF THE
 BK1338'CENTER OF LOUISIANA HIGHWAY 10.  75 FEET EAST OF A COMBINATION POWER
 BK1338'AND TELEPHONE POLE.  1 FOOT SOUTH OF A BARB WIRE FENCE.  SET IN THE
 BK1338'TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.
 BK1338'A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BK1338
 BK1338                          STATION RECOVERY (1994)
 BK1338
 BK1338'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1338'RECOVERED IN GOOD CONDITION.
 BK1338
 BK1338                          STATION RECOVERY (2001)
 BK1338
 BK1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1250 ***********************************************************************
 BX1250  DESIGNATION -  58 V 3 LADH
 BX1250  PID         -  BX1250
 BX1250  STATE/COUNTY-  LA/VERNON
 BX1250  USGS QUAD   -  SIEPER (1978)
 BX1250
 BX1250                         *CURRENT SURVEY CONTROL
 BX1250  ___________________________________________________________________
 BX1250* NAD 83(1986)-  31 13 19.     (N)    092 51 58.     (W)     SCALED    
 BX1250* NAVD 88     -        58.18   (+/-2cm)     190.9    (feet)  VERTCON   
 BX1250  ___________________________________________________________________
 BX1250  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX1250
 BX1250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1250
 BX1250.The horizontal coordinates were scaled from a topographic map and have
 BX1250.an estimated accuracy of +/- 6 seconds.
 BX1250
 BX1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1250.The vertical order pertains to the NGVD 29 superseded value.
 BX1250
 BX1250.The geoid height was determined by GEOID03.
 BX1250
 BX1250;                    North         East    Units  Estimated Accuracy
 BX1250;SPC LA N     -    80,110.      965,120.      MT  (+/- 180 meters Scaled)
 BX1250
 BX1250                          SUPERSEDED SURVEY CONTROL
 BX1250
 BX1250  NGVD 29 (??/??/??)   58.204  (m)          190.96   (f) ADJUSTED    2 0
 BX1250
 BX1250.Superseded values are not recommended for survey control.
 BX1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1250.See file dsdata.txt to determine how the superseded data were derived.
 BX1250
 BX1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ127542(NAD 83)
 BX1250_MARKER: DD = SURVEY DISK
 BX1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1250_STAMPING: 58V3 1969
 BX1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1250+STABILITY: SURFACE MOTION
 BX1250
 BX1250  HISTORY     - Date     Condition        Report By
 BX1250  HISTORY     - 1969     MONUMENTED       LADH
 BX1250  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1250  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1250
 BX1250                          STATION DESCRIPTION
 BX1250
 BX1250'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1250'3.60 MI NW FROM SIEPER.
 BX1250'ABOUT 9.80 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1250'OFFICE AT SIMPSON.  3.60 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1250'FROM THE POST OFFICE AT SIEPER.  2.20 MILES NORTHWEST OF RAPIDES AND
 BX1250'VERNON PARISH LINE.  1.05 MILES NORTHWEST OF BENCH MARK 58V2.  60 FEET
 BX1250'NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 465.  116 FEET NORTHEAST OF
 BX1250'THE CENTER OF METAL CATTLE GUARD.  88 FEET NORTH OF NORTHEAST END OF A
 BX1250'24 INCH SIDE DRAIN PIPE.  66 FEET NORTHWEST OF POWER POLE WITH ONE
 BX1250'TRANSFORMER.  DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX1250'INCHES.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BX1250
 BX1250                          STATION RECOVERY (1994)
 BX1250
 BX1250'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1250'MARK NOT FOUND.
 BX1250
 BX1250                          STATION RECOVERY (2001)
 BX1250
 BX1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1250'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1339 ***********************************************************************
 BK1339  DESIGNATION -  58 V 30 LADTD
 BK1339  PID         -  BK1339
 BK1339  STATE/COUNTY-  LA/VERNON
 BK1339  USGS QUAD   -  SUGRUE (1986)
 BK1339
 BK1339                         *CURRENT SURVEY CONTROL
 BK1339  ___________________________________________________________________
 BK1339* NAD 83(1986)-  30 57 59.     (N)    093 02 25.     (W)     SCALED    
 BK1339* NAVD 88     -        68.33   (+/-2cm)     224.2    (feet)  VERTCON   
 BK1339  ___________________________________________________________________
 BK1339  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BK1339
 BK1339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1339
 BK1339.The horizontal coordinates were scaled from a topographic map and have
 BK1339.an estimated accuracy of +/- 6 seconds.
 BK1339
 BK1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1339.The vertical order pertains to the NGVD 29 superseded value.
 BK1339
 BK1339.The geoid height was determined by GEOID03.
 BK1339
 BK1339;                    North         East    Units  Estimated Accuracy
 BK1339;SPC LA N     -    51,840.      948,380.      MT  (+/- 180 meters Scaled)
 BK1339
 BK1339                          SUPERSEDED SURVEY CONTROL
 BK1339
 BK1339  NGVD 29 (??/??/??)   68.405  (m)          224.43   (f) ADJUSTED    2 0
 BK1339
 BK1339.Superseded values are not recommended for survey control.
 BK1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1339.See file dsdata.txt to determine how the superseded data were derived.
 BK1339
 BK1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ961258(NAD 83)
 BK1339_MARKER: DD = SURVEY DISK
 BK1339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1339_SP_SET: BLOCK
 BK1339_STAMPING: 58V30 1972
 BK1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1339
 BK1339  HISTORY     - Date     Condition        Report By
 BK1339  HISTORY     - 1972     MONUMENTED       LADTD
 BK1339  HISTORY     - 19940611 GOOD             USPSQD
 BK1339  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1339
 BK1339                          STATION DESCRIPTION
 BK1339
 BK1339'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1339'7.00 MI NW FROM PITKIN.
 BK1339'LOCATED ABOUT 7.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1339'POST OFFICE AT PITKIN.  1.4 MILES NORTHWEST OF THE INTERSECTION OF
 BK1339'LOUISIANA HIGHWAY 399 NORTH AND LOUISIANA HIGHWAY 10.  0.3 MILES
 BK1339'NORTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY 10 AND LOUISIANA
 BK1339'399 SOUTH.  1.0 MILES NORTHWEST OF B.M. 58V29.  98 FEET NORTH OF THE
 BK1339'CENTER OF LOUISIANA HIGHWAY 10.  57 FEET NORTH OF THE CORNER OF A BARB
 BK1339'WIRE FENCE.  53 FEET NORTHEAST OF THE CENTER OF A GRAVEL DRIVE LEADING
 BK1339'TO THE RESIDENCE OF ARCHIE JOHNSON.  1 FOOT WEST OF A BARB WIRE FENCE.
 BK1339'SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE
 BK1339'THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BK1339
 BK1339                          STATION RECOVERY (1994)
 BK1339
 BK1339'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1339'RECOVERED IN GOOD CONDITION.
 BK1339
 BK1339                          STATION RECOVERY (2001)
 BK1339
 BK1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1340 ***********************************************************************
 BK1340  DESIGNATION -  58 V 31 LADTD
 BK1340  PID         -  BK1340
 BK1340  STATE/COUNTY-  LA/VERNON
 BK1340  USGS QUAD   -  SUGRUE (1986)
 BK1340
 BK1340                         *CURRENT SURVEY CONTROL
 BK1340  ___________________________________________________________________
 BK1340* NAD 83(1986)-  30 57 55.     (N)    093 03 28.     (W)     SCALED    
 BK1340* NAVD 88     -        59.11   (+/-2cm)     193.9    (feet)  VERTCON   
 BK1340  ___________________________________________________________________
 BK1340  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BK1340
 BK1340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1340
 BK1340.The horizontal coordinates were scaled from a topographic map and have
 BK1340.an estimated accuracy of +/- 6 seconds.
 BK1340
 BK1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1340.The vertical order pertains to the NGVD 29 superseded value.
 BK1340
 BK1340.The geoid height was determined by GEOID03.
 BK1340
 BK1340;                    North         East    Units  Estimated Accuracy
 BK1340;SPC LA N     -    51,730.      946,710.      MT  (+/- 180 meters Scaled)
 BK1340
 BK1340                          SUPERSEDED SURVEY CONTROL
 BK1340
 BK1340  NGVD 29 (??/??/??)   59.184  (m)          194.17   (f) ADJUSTED    2 0
 BK1340
 BK1340.Superseded values are not recommended for survey control.
 BK1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1340.See file dsdata.txt to determine how the superseded data were derived.
 BK1340
 BK1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ944257(NAD 83)
 BK1340_MARKER: DD = SURVEY DISK
 BK1340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1340_SP_SET: BLOCK
 BK1340_STAMPING: 58V31 1972
 BK1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1340
 BK1340  HISTORY     - Date     Condition        Report By
 BK1340  HISTORY     - 1972     MONUMENTED       LADTD
 BK1340  HISTORY     - 19940611 GOOD             USPSQD
 BK1340  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1340
 BK1340                          STATION DESCRIPTION
 BK1340
 BK1340'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1340'8.1 MI NW FROM PITKIN.
 BK1340'LOCATED 8.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE POST
 BK1340'OFFICE AT PITKIN.  1.4 MILES NORTHWEST OF THE INTERSECTION OF
 BK1340'LOUISIANA HIGHWAY 10 AND 399 SOUTH.  1.1 MILES NORTHWEST OF B.M.
 BK1340'58V30.  0.1 MILES NORTHWEST OF THE NORTHWEST END OF A CONCRETE BRIDGE
 BK1340'NO. 066-02-1081-1.  56 FEET NORTH OF THE CENTER OF LOUISIANA HIGHWAY
 BK1340'10.  40 FEET NORTHWEST OF THE CORNER OF A BARB WIRE BENCE.  44 FEET
 BK1340'NORTHEAST OF THE CORNER OF A TIN BUILDING.  SET IN THE TOP OF A 10
 BK1340'INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL
 BK1340'WITNESS POST IS SEE 1 FOOT SOUTH OF THE MARK.
 BK1340
 BK1340                          STATION RECOVERY (1994)
 BK1340
 BK1340'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1340'RECOVERED IN GOOD CONDITION.
 BK1340
 BK1340                          STATION RECOVERY (2001)
 BK1340
 BK1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1340'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1341 ***********************************************************************
 BK1341  DESIGNATION -  58 V 32 LADTD
 BK1341  PID         -  BK1341
 BK1341  STATE/COUNTY-  LA/VERNON
 BK1341  USGS QUAD   -  SUGRUE (1986)
 BK1341
 BK1341                         *CURRENT SURVEY CONTROL
 BK1341  ___________________________________________________________________
 BK1341* NAD 83(1986)-  30 57 51.     (N)    093 04 20.     (W)     SCALED    
 BK1341* NAVD 88     -        68.81   (+/-2cm)     225.8    (feet)  VERTCON   
 BK1341  ___________________________________________________________________
 BK1341  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BK1341
 BK1341  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1341
 BK1341.The horizontal coordinates were scaled from a topographic map and have
 BK1341.an estimated accuracy of +/- 6 seconds.
 BK1341
 BK1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1341.The vertical order pertains to the NGVD 29 superseded value.
 BK1341
 BK1341.The geoid height was determined by GEOID03.
 BK1341
 BK1341;                    North         East    Units  Estimated Accuracy
 BK1341;SPC LA N     -    51,610.      945,330.      MT  (+/- 180 meters Scaled)
 BK1341
 BK1341                          SUPERSEDED SURVEY CONTROL
 BK1341
 BK1341  NGVD 29 (??/??/??)   68.890  (m)          226.02   (f) ADJUSTED    2 0
 BK1341
 BK1341.Superseded values are not recommended for survey control.
 BK1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1341.See file dsdata.txt to determine how the superseded data were derived.
 BK1341
 BK1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ931256(NAD 83)
 BK1341_MARKER: DD = SURVEY DISK
 BK1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1341_SP_SET: BLOCK
 BK1341_STAMPING: 58V32 1972
 BK1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1341
 BK1341  HISTORY     - Date     Condition        Report By
 BK1341  HISTORY     - 1972     MONUMENTED       LADTD
 BK1341  HISTORY     - 19940611 GOOD             USPSQD
 BK1341  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1341
 BK1341                          STATION DESCRIPTION
 BK1341
 BK1341'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1341'9.0 MI NW FROM PITKIN.
 BK1341'LOCATED ABOUT 9.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1341'POST OFFICE AT PITKIN.  0.9 MILES NORTHWEST OF B.M. 58V31.  ON THE
 BK1341'BREAK OF A HILL.  IN THE CHURCH YARD OF THE GLADE BRANCH BAPTIST
 BK1341'CHURCH.  60 FEET SOUTH OF THE CENTER OF LOUISIANA HIGHWAY 10.  131
 BK1341'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME CHURCH BUILDING. 1.5
 BK1341'MILES SOUTHEAST OF BRIDGE NO. 066-02-0971-1.  SET IN THE TOP OF A 10
 BK1341'INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL
 BK1341'WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BK1341
 BK1341                          STATION RECOVERY (1994)
 BK1341
 BK1341'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1341'RECOVERED IN GOOD CONDITION.
 BK1341
 BK1341                          STATION RECOVERY (2001)
 BK1341
 BK1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1342 ***********************************************************************
 BK1342  DESIGNATION -  58 V 33 LADTD
 BK1342  PID         -  BK1342
 BK1342  STATE/COUNTY-  LA/VERNON
 BK1342  USGS QUAD   -  SUGRUE (1986)
 BK1342
 BK1342                         *CURRENT SURVEY CONTROL
 BK1342  ___________________________________________________________________
 BK1342* NAD 83(1986)-  30 57 48.     (N)    093 05 18.     (W)     SCALED    
 BK1342* NAVD 88     -        78.74   (+/-2cm)     258.3    (feet)  VERTCON   
 BK1342  ___________________________________________________________________
 BK1342  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BK1342
 BK1342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1342
 BK1342.The horizontal coordinates were scaled from a topographic map and have
 BK1342.an estimated accuracy of +/- 6 seconds.
 BK1342
 BK1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1342.The vertical order pertains to the NGVD 29 superseded value.
 BK1342
 BK1342.The geoid height was determined by GEOID03.
 BK1342
 BK1342;                    North         East    Units  Estimated Accuracy
 BK1342;SPC LA N     -    51,530.      943,790.      MT  (+/- 180 meters Scaled)
 BK1342
 BK1342                          SUPERSEDED SURVEY CONTROL
 BK1342
 BK1342  NGVD 29 (??/??/??)   78.831  (m)          258.63   (f) ADJUSTED    2 0
 BK1342
 BK1342.Superseded values are not recommended for survey control.
 BK1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1342.See file dsdata.txt to determine how the superseded data were derived.
 BK1342
 BK1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ915255(NAD 83)
 BK1342_MARKER: DD = SURVEY DISK
 BK1342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1342_SP_SET: BLOCK
 BK1342_STAMPING: 58V33 1972
 BK1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1342
 BK1342  HISTORY     - Date     Condition        Report By
 BK1342  HISTORY     - 1972     MONUMENTED       LADTD
 BK1342  HISTORY     - 20010331 GOOD             NGS
 BK1342
 BK1342                          STATION DESCRIPTION
 BK1342
 BK1342'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1342'10.0 MI NW FROM PITKIN.
 BK1342'LOCATED ABOUT 10.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1342'POST OFFICE AT PITKIN.  1.0 MILES NORTHWEST OF THE GLADE BRANCH
 BK1342'BAPTIST CHURCH AND B.M. 58V32.  0.85 MILES NORTHWEST OF A BRIDGE NO.
 BK1342'066-02-0971-1.  62 FEET SOUTH OF THE CENTER OF LOUISIANA HIGHWAY 10. 1
 BK1342'FOOT NORTH OF A BARB WIRE FENCE.  0.5 MILES SOUTHEAST OF THE MARLOW
 BK1342'BAPTIST CHURCH AND CEMETARY.  SET IN THE TOP OF A 10 INCH CONCRETE
 BK1342'BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BK1342'SET 1 FOOT NORTH OF THE MARK.
 BK1342
 BK1342                          STATION RECOVERY (2001)
 BK1342
 BK1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1343 ***********************************************************************
 BK1343  DESIGNATION -  58 V 34 LADTD
 BK1343  PID         -  BK1343
 BK1343  STATE/COUNTY-  LA/VERNON
 BK1343  USGS QUAD   -  SUGRUE (1986)
 BK1343
 BK1343                         *CURRENT SURVEY CONTROL
 BK1343  ___________________________________________________________________
 BK1343* NAD 83(1986)-  30 57 49.     (N)    093 06 16.     (W)     SCALED    
 BK1343* NAVD 88     -        72.19   (+/-2cm)     236.8    (feet)  VERTCON   
 BK1343  ___________________________________________________________________
 BK1343  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BK1343
 BK1343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1343
 BK1343.The horizontal coordinates were scaled from a topographic map and have
 BK1343.an estimated accuracy of +/- 6 seconds.
 BK1343
 BK1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1343.The vertical order pertains to the NGVD 29 superseded value.
 BK1343
 BK1343.The geoid height was determined by GEOID03.
 BK1343
 BK1343;                    North         East    Units  Estimated Accuracy
 BK1343;SPC LA N     -    51,570.      942,250.      MT  (+/- 180 meters Scaled)
 BK1343
 BK1343                          SUPERSEDED SURVEY CONTROL
 BK1343
 BK1343  NGVD 29 (??/??/??)   72.288  (m)          237.16   (f) ADJUSTED    2 0
 BK1343
 BK1343.Superseded values are not recommended for survey control.
 BK1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1343.See file dsdata.txt to determine how the superseded data were derived.
 BK1343
 BK1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ900255(NAD 83)
 BK1343_MARKER: DD = SURVEY DISK
 BK1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1343_SP_SET: BLOCK
 BK1343_STAMPING: 58V34 1972
 BK1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1343
 BK1343  HISTORY     - Date     Condition        Report By
 BK1343  HISTORY     - 1972     MONUMENTED       LADTD
 BK1343  HISTORY     - 19940611 GOOD             USPSQD
 BK1343
 BK1343                          STATION DESCRIPTION
 BK1343
 BK1343'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1343'11.0 MI NW FROM PITKIN.
 BK1343'LOCATED ABOUT 11.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1343'POST OFFICE AT PITKIN.  1.0 MILES NORTHWEST OF B.M. 58V33.  0.5 MILES
 BK1343'NORTHWEST OF THE MARLOW BAPTIST CHURCH.  76 FEET NORTH OF THE CENTER
 BK1343'OF LOUISIANA HIGHWAY 10.  24 FEET NORTHWEST OF A 15 INCH PINE TREE. 22
 BK1343'FEET NORTH OF A 12 INCH PINE TREE.  1 FOOT SOUTH OF A COMBINATION MESH
 BK1343'AND BARB WIRE FENCE.  0.5 MILES SOUTHEAST OF THE MARLOW GROCERY STORE.
 BK1343'SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE
 BK1343'THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BK1343
 BK1343                          STATION RECOVERY (1994)
 BK1343
 BK1343'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1344 ***********************************************************************
 BK1344  DESIGNATION -  58 V 35 LADTD
 BK1344  PID         -  BK1344
 BK1344  STATE/COUNTY-  LA/VERNON
 BK1344  USGS QUAD   -  SUGRUE (1986)
 BK1344
 BK1344                         *CURRENT SURVEY CONTROL
 BK1344  ___________________________________________________________________
 BK1344* NAD 83(1986)-  30 57 46.     (N)    093 07 20.     (W)     SCALED    
 BK1344* NAVD 88     -        59.59   (+/-2cm)     195.5    (feet)  VERTCON   
 BK1344  ___________________________________________________________________
 BK1344  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BK1344
 BK1344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1344
 BK1344.The horizontal coordinates were scaled from a topographic map and have
 BK1344.an estimated accuracy of +/- 6 seconds.
 BK1344
 BK1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1344.The vertical order pertains to the NGVD 29 superseded value.
 BK1344
 BK1344.The geoid height was determined by GEOID03.
 BK1344
 BK1344;                    North         East    Units  Estimated Accuracy
 BK1344;SPC LA N     -    51,480.      940,550.      MT  (+/- 180 meters Scaled)
 BK1344
 BK1344                          SUPERSEDED SURVEY CONTROL
 BK1344
 BK1344  NGVD 29 (??/??/??)   59.684  (m)          195.81   (f) ADJUSTED    2 0
 BK1344
 BK1344.Superseded values are not recommended for survey control.
 BK1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1344.See file dsdata.txt to determine how the superseded data were derived.
 BK1344
 BK1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ883254(NAD 83)
 BK1344_MARKER: DD = SURVEY DISK
 BK1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1344_SP_SET: BLOCK
 BK1344_STAMPING: 58V35 1972
 BK1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1344
 BK1344  HISTORY     - Date     Condition        Report By
 BK1344  HISTORY     - 1972     MONUMENTED       LADTD
 BK1344  HISTORY     - 19940611 GOOD             USPSQD
 BK1344
 BK1344                          STATION DESCRIPTION
 BK1344
 BK1344'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1344'12.1 MI NW FROM PITKIN.
 BK1344'LOCATED ABOUT 12.1 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1344'POST OFFICE AT PITKIN.  1.6 MILES NORTHWEST OF THE MARLOW BAPTIST
 BK1344'CHURCH.  0.6 MILES NORTHWEST OF THE MARLOW GROCERY STORE.  0.2 MILES
 BK1344'NORTHWEST OF BRIDGE NO. 066-02-0703-1.  1.1 MILES NORTHWEST OF B.M.
 BK1344'58V34.  42 FEET SOUTH OF THE CENTER OF LOUISIANA HIGHWAY 10.  1 FOOT
 BK1344'NORTH OF A BARB WIRE FENCE.  SET IN THE TOP OF A 10 INCH CONCRETE
 BK1344'BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BK1344'SET 1 FOOT NORTH OF THE MARK.
 BK1344
 BK1344                          STATION RECOVERY (1994)
 BK1344
 BK1344'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1345 ***********************************************************************
 BK1345  DESIGNATION -  58 V 36 LADTD
 BK1345  PID         -  BK1345
 BK1345  STATE/COUNTY-  LA/VERNON
 BK1345  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1345
 BK1345                         *CURRENT SURVEY CONTROL
 BK1345  ___________________________________________________________________
 BK1345* NAD 83(1986)-  30 57 48.     (N)    093 08 21.     (W)     SCALED    
 BK1345* NAVD 88     -        55.84   (+/-2cm)     183.2    (feet)  VERTCON   
 BK1345  ___________________________________________________________________
 BK1345  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BK1345
 BK1345  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1345
 BK1345.The horizontal coordinates were scaled from a topographic map and have
 BK1345.an estimated accuracy of +/- 6 seconds.
 BK1345
 BK1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1345.The vertical order pertains to the NGVD 29 superseded value.
 BK1345
 BK1345.The geoid height was determined by GEOID03.
 BK1345
 BK1345;                    North         East    Units  Estimated Accuracy
 BK1345;SPC LA N     -    51,550.      938,930.      MT  (+/- 180 meters Scaled)
 BK1345
 BK1345                          SUPERSEDED SURVEY CONTROL
 BK1345
 BK1345  NGVD 29 (??/??/??)   55.940  (m)          183.53   (f) ADJUSTED    2 0
 BK1345
 BK1345.Superseded values are not recommended for survey control.
 BK1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1345.See file dsdata.txt to determine how the superseded data were derived.
 BK1345
 BK1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ867255(NAD 83)
 BK1345_MARKER: DD = SURVEY DISK
 BK1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1345_SP_SET: BLOCK
 BK1345_STAMPING: 58V36 1972
 BK1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1345
 BK1345  HISTORY     - Date     Condition        Report By
 BK1345  HISTORY     - 1972     MONUMENTED       LADTD
 BK1345  HISTORY     - 19940611 GOOD             USPSQD
 BK1345
 BK1345                          STATION DESCRIPTION
 BK1345
 BK1345'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1345'13.1 MI NE FROM PITKIN.
 BK1345'LOCATED ABOUT 13.1 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1345'POST OFFICE AT PITKIN.  1.0 MILES WEST OF B.M. 58V35.  0.2 MILES WEST
 BK1345'OF A BRIDGE NO. 066-02-0589-1.  46 FEET NORTH OF THE CENTER OF
 BK1345'LOUISIANA HIGHWAY 10.  32 FEET NORTH-NORTHWEST OF THE NORTHWEST WING
 BK1345'OF A BRIDGE.  1 FOOT EAST OF THE CORNER OF A FENCE.  SET IN THE TOP OF
 BK1345'A 10-INCH CONCRETE BLOCK PROJECTING 2 INCHES ABOVE THE GROUND.  A
 BK1345'STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BK1345
 BK1345                          STATION RECOVERY (1994)
 BK1345
 BK1345'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1346 ***********************************************************************
 BK1346  DESIGNATION -  58 V 37 LADTD
 BK1346  PID         -  BK1346
 BK1346  STATE/COUNTY-  LA/VERNON
 BK1346  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1346
 BK1346                         *CURRENT SURVEY CONTROL
 BK1346  ___________________________________________________________________
 BK1346* NAD 83(1986)-  30 57 29.     (N)    093 09 08.     (W)     SCALED    
 BK1346* NAVD 88     -        71.20   (+/-2cm)     233.6    (feet)  VERTCON   
 BK1346  ___________________________________________________________________
 BK1346  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BK1346
 BK1346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1346
 BK1346.The horizontal coordinates were scaled from a topographic map and have
 BK1346.an estimated accuracy of +/- 6 seconds.
 BK1346
 BK1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1346.The vertical order pertains to the NGVD 29 superseded value.
 BK1346
 BK1346.The geoid height was determined by GEOID03.
 BK1346
 BK1346;                    North         East    Units  Estimated Accuracy
 BK1346;SPC LA N     -    50,980.      937,680.      MT  (+/- 180 meters Scaled)
 BK1346
 BK1346                          SUPERSEDED SURVEY CONTROL
 BK1346
 BK1346  NGVD 29 (??/??/??)   71.309  (m)          233.95   (f) ADJUSTED    2 0
 BK1346
 BK1346.Superseded values are not recommended for survey control.
 BK1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1346.See file dsdata.txt to determine how the superseded data were derived.
 BK1346
 BK1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ854249(NAD 83)
 BK1346_MARKER: DD = SURVEY DISK
 BK1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1346_SP_SET: BLOCK
 BK1346_STAMPING: 58V37 1972
 BK1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1346
 BK1346  HISTORY     - Date     Condition        Report By
 BK1346  HISTORY     - 1972     MONUMENTED       LADTD
 BK1346  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1346
 BK1346                          STATION DESCRIPTION
 BK1346
 BK1346'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1346'9.2 MI NE FROM ROSEPINE.
 BK1346'LOCATED ABOUT 9.2 MILES NORTHEAST ALONG A BLACKTOP AND GRAVEL PARISH
 BK1346'ROAD FROM THE POST OFFICE AT ROSEPINE.  1.0 MILES SOUTHWEST OF B.M.
 BK1346'58V36.  0.85 MILES SOUTHWEST OF THE INTERSECTION OF PARISH ROAD AND
 BK1346'LOUISIANA HIGHWAY 10.  0.3 MILES SOUTHWEST OF A CREOSOTE TIMBER
 BK1346'BRIDGE.  65 FEET NORTH NORTHWEST OF THE CENTER OF THE PARISH GRAVEL
 BK1346'ROAD.  SET IN THE TOP OF A 10-INCH CONCRETE BLOCK PROJECTING 3 INCHES
 BK1346'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH SOUTHEAST
 BK1346'OF THE MARK.
 BK1346
 BK1346                          STATION RECOVERY (2001)
 BK1346
 BK1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1347 ***********************************************************************
 BK1347  DESIGNATION -  58 V 38 LADTD
 BK1347  PID         -  BK1347
 BK1347  STATE/COUNTY-  LA/VERNON
 BK1347  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1347
 BK1347                         *CURRENT SURVEY CONTROL
 BK1347  ___________________________________________________________________
 BK1347* NAD 83(1986)-  30 57 10.     (N)    093 09 56.     (W)     SCALED    
 BK1347* NAVD 88     -        71.35   (+/-2cm)     234.1    (feet)  VERTCON   
 BK1347  ___________________________________________________________________
 BK1347  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BK1347
 BK1347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1347
 BK1347.The horizontal coordinates were scaled from a topographic map and have
 BK1347.an estimated accuracy of +/- 6 seconds.
 BK1347
 BK1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1347.The vertical order pertains to the NGVD 29 superseded value.
 BK1347
 BK1347.The geoid height was determined by GEOID03.
 BK1347
 BK1347;                    North         East    Units  Estimated Accuracy
 BK1347;SPC LA N     -    50,400.      936,400.      MT  (+/- 180 meters Scaled)
 BK1347
 BK1347                          SUPERSEDED SURVEY CONTROL
 BK1347
 BK1347  NGVD 29 (??/??/??)   71.468  (m)          234.47   (f) ADJUSTED    2 0
 BK1347
 BK1347.Superseded values are not recommended for survey control.
 BK1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1347.See file dsdata.txt to determine how the superseded data were derived.
 BK1347
 BK1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ841243(NAD 83)
 BK1347_MARKER: DD = SURVEY DISK
 BK1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1347_SP_SET: BLOCK
 BK1347_STAMPING: 58V38 1972
 BK1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1347
 BK1347  HISTORY     - Date     Condition        Report By
 BK1347  HISTORY     - 1972     MONUMENTED       LADTD
 BK1347  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1347
 BK1347                          STATION DESCRIPTION
 BK1347
 BK1347'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1347'8.25 MI NE FROM ROSEPINE.
 BK1347'LOCATED ABOUT 8.25 MILES NORTHEAST ALONG PARISH ROAD FROM THE POST
 BK1347'OFFICE AT ROSEPINE.  1.75 MILES SOUTHWEST OF THE INTERSECTION OF
 BK1347'PARISH ROAD AND LOUISIANA HIGHWAY 10.  0.9 MILES SOUTHWEST OF B.M.
 BK1347'58V37.  60 FEET SOUTH SOUTHEAST OF THE CENTER OF A GRAVEL ROAD.  57
 BK1347'FEET SOUTHWEST OF A DIRT ROAD LEADING SOUTHEAST OF FORESTRY ROAD NO.
 BK1347'415.  SET IN THE TOP OF A 10-INCH CONCRETE BLOCK PROJECTING 2 INCHES
 BK1347'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTH NORTHWEST
 BK1347'OF THE MARK.
 BK1347
 BK1347                          STATION RECOVERY (2001)
 BK1347
 BK1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1347'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1348 ***********************************************************************
 BK1348  DESIGNATION -  58 V 39 LADTD
 BK1348  PID         -  BK1348
 BK1348  STATE/COUNTY-  LA/VERNON
 BK1348  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1348
 BK1348                         *CURRENT SURVEY CONTROL
 BK1348  ___________________________________________________________________
 BK1348* NAD 83(1986)-  30 56 52.     (N)    093 10 51.     (W)     SCALED    
 BK1348* NAVD 88     -        70.18   (+/-2cm)     230.2    (feet)  VERTCON   
 BK1348  ___________________________________________________________________
 BK1348  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BK1348
 BK1348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1348
 BK1348.The horizontal coordinates were scaled from a topographic map and have
 BK1348.an estimated accuracy of +/- 6 seconds.
 BK1348
 BK1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1348.The vertical order pertains to the NGVD 29 superseded value.
 BK1348
 BK1348.The geoid height was determined by GEOID03.
 BK1348
 BK1348;                    North         East    Units  Estimated Accuracy
 BK1348;SPC LA N     -    49,850.      934,940.      MT  (+/- 180 meters Scaled)
 BK1348
 BK1348                          SUPERSEDED SURVEY CONTROL
 BK1348
 BK1348  NGVD 29 (??/??/??)   70.303  (m)          230.65   (f) ADJUSTED    2 0
 BK1348
 BK1348.Superseded values are not recommended for survey control.
 BK1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1348.See file dsdata.txt to determine how the superseded data were derived.
 BK1348
 BK1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ827238(NAD 83)
 BK1348_MARKER: DD = SURVEY DISK
 BK1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1348_SP_SET: BLOCK
 BK1348_STAMPING: 58V39 1972
 BK1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1348
 BK1348  HISTORY     - Date     Condition        Report By
 BK1348  HISTORY     - 1972     MONUMENTED       LADTD
 BK1348  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1348
 BK1348                          STATION DESCRIPTION
 BK1348
 BK1348'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1348'7.3 MI NE FROM ROSEPINE.
 BK1348'LOCATED ABOUT 7.3 MILES NORTHEAST ALONG BLACKTOP AND GRAVEL PARISH
 BK1348'ROAD FROM THE POST OFFICE AT ROSEPINE.  0.9 MILES SOUTHWEST OF B.M.
 BK1348'58V38.  76 FEET NORTH OF THE CENTER OF PARISH GRAVEL ROAD.  79 FEET
 BK1348'WEST OF THE CORNER OF A BARB WIRE FENCE.  135 FEET WEST OF THE CENTER
 BK1348'OF A GRAVEL DRIVE LEADING NORTH.  1 FOOT SOUTH OF BARB WIRE FENCE. SET
 BK1348'IN THE TOP OF A 10-INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE
 BK1348'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BK1348
 BK1348                          STATION RECOVERY (2001)
 BK1348
 BK1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1251 ***********************************************************************
 BX1251  DESIGNATION -  58 V 4 LADH
 BX1251  PID         -  BX1251
 BX1251  STATE/COUNTY-  LA/VERNON
 BX1251  USGS QUAD   -  LACAMP (1978)
 BX1251
 BX1251                         *CURRENT SURVEY CONTROL
 BX1251  ___________________________________________________________________
 BX1251* NAD 83(1986)-  31 13 15.     (N)    092 52 58.     (W)     SCALED    
 BX1251* NAVD 88     -        58.47   (+/-2cm)     191.8    (feet)  VERTCON   
 BX1251  ___________________________________________________________________
 BX1251  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX1251
 BX1251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1251
 BX1251.The horizontal coordinates were scaled from a topographic map and have
 BX1251.an estimated accuracy of +/- 6 seconds.
 BX1251
 BX1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1251.The vertical order pertains to the NGVD 29 superseded value.
 BX1251
 BX1251.The geoid height was determined by GEOID03.
 BX1251
 BX1251;                    North         East    Units  Estimated Accuracy
 BX1251;SPC LA N     -    79,990.      963,530.      MT  (+/- 180 meters Scaled)
 BX1251
 BX1251                          SUPERSEDED SURVEY CONTROL
 BX1251
 BX1251  NGVD 29 (??/??/??)   58.500  (m)          191.93   (f) ADJUSTED    2 0
 BX1251
 BX1251.Superseded values are not recommended for survey control.
 BX1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1251.See file dsdata.txt to determine how the superseded data were derived.
 BX1251
 BX1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ111540(NAD 83)
 BX1251_MARKER: DD = SURVEY DISK
 BX1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1251_STAMPING: 58V4 1969
 BX1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1251+STABILITY: SURFACE MOTION
 BX1251
 BX1251  HISTORY     - Date     Condition        Report By
 BX1251  HISTORY     - 1969     MONUMENTED       LADH
 BX1251  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1251  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1251
 BX1251                          STATION DESCRIPTION
 BX1251
 BX1251'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1251'4.65 MI NW FROM SIEPER.
 BX1251'ABOUT 8.75 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1251'OFFICE AT SIMPSON.  4.65 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1251'FROM THE POST OFFICE AT SIEPER.  3.25 MILES NORTHWEST ALONG LOUISIANA
 BX1251'HIGHWAY 465 FROM THE RAPIDES AND VERNON PARISH LINE.  1.05 MILES
 BX1251'NORTHWEST OF BENCH MARK 58V3.  89 FEET NORTH OF CENTERLINE OF
 BX1251'LOUISIANA HIGHWAY 465.  16 FEET EAST OF CENTER OF TRAM ROAD LEADING
 BX1251'NORTH NORTHWEST.  13 FEET SOUTHEAST OF 13 INCH PINE TREE.  20 FEET
 BX1251'NORTHEAST OF A 15 INCH PINE TREE.  528 FEET NORTHWEST OF NORTHWEST END
 BX1251'OF TIMBER BRIDGE UNDER LOUISIANA HIGHWAY 465.  DISK SET IN THE TOP OF
 BX1251'A CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS POST IS SET 1
 BX1251'FOOT NORTH OF THE MARK.
 BX1251
 BX1251                          STATION RECOVERY (1994)
 BX1251
 BX1251'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1251'MARK NOT FOUND.
 BX1251
 BX1251                          STATION RECOVERY (2001)
 BX1251
 BX1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1251'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1349 ***********************************************************************
 BK1349  DESIGNATION -  58 V 40 LADTD
 BK1349  PID         -  BK1349
 BK1349  STATE/COUNTY-  LA/VERNON
 BK1349  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1349
 BK1349                         *CURRENT SURVEY CONTROL
 BK1349  ___________________________________________________________________
 BK1349* NAD 83(1986)-  30 56 31.     (N)    093 11 45.     (W)     SCALED    
 BK1349* NAVD 88     -        61.00   (+/-2cm)     200.1    (feet)  VERTCON   
 BK1349  ___________________________________________________________________
 BK1349  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BK1349
 BK1349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1349
 BK1349.The horizontal coordinates were scaled from a topographic map and have
 BK1349.an estimated accuracy of +/- 6 seconds.
 BK1349
 BK1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1349.The vertical order pertains to the NGVD 29 superseded value.
 BK1349
 BK1349.The geoid height was determined by GEOID03.
 BK1349
 BK1349;                    North         East    Units  Estimated Accuracy
 BK1349;SPC LA N     -    49,220.      933,500.      MT  (+/- 180 meters Scaled)
 BK1349
 BK1349                          SUPERSEDED SURVEY CONTROL
 BK1349
 BK1349  NGVD 29 (??/??/??)   61.131  (m)          200.56   (f) ADJUSTED    2 0
 BK1349
 BK1349.Superseded values are not recommended for survey control.
 BK1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1349.See file dsdata.txt to determine how the superseded data were derived.
 BK1349
 BK1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ812231(NAD 83)
 BK1349_MARKER: DD = SURVEY DISK
 BK1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1349_SP_SET: BLOCK
 BK1349_STAMPING: 58V40 1972
 BK1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1349
 BK1349  HISTORY     - Date     Condition        Report By
 BK1349  HISTORY     - 1972     MONUMENTED       LADTD
 BK1349  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1349
 BK1349                          STATION DESCRIPTION
 BK1349
 BK1349'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1349'6.3 MI NE FROM ROSEPINE.
 BK1349'LOCATED ABOUT 6.3 MILES NORTHEAST ALONG BLACKTOP PARISH ROAD FROM THE
 BK1349'POST OFFICE AT ROSEPINE.  1.0 MILES SOUTHWEST OF B.M. 58V39.  0.6
 BK1349'MILES SOUTHWEST OF THE INTERSECTION OF A GRAVEL ROAD LEADING
 BK1349'NORTHEAST.  76 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD.  34 FEET
 BK1349'NORTHWEST OF A TELEPHONE PEDESTAL.  52 FEET SOUTHWEST OF THE CENTER OF
 BK1349'A DIRT ROAD LEADING NORTH.  SET IN THE TOP OF A 10-INCH CONCRETE BLOCK
 BK1349'PROJECTING 5 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1349'FOOT SOUTHEAST OF THE MARK.
 BK1349
 BK1349                          STATION RECOVERY (2001)
 BK1349
 BK1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1349'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1350 ***********************************************************************
 BK1350  DESIGNATION -  58 V 41 LADTD
 BK1350  PID         -  BK1350
 BK1350  STATE/COUNTY-  LA/VERNON
 BK1350  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1350
 BK1350                         *CURRENT SURVEY CONTROL
 BK1350  ___________________________________________________________________
 BK1350* NAD 83(1986)-  30 56 28.     (N)    093 12 48.     (W)     SCALED    
 BK1350* NAVD 88     -        66.84   (+/-2cm)     219.3    (feet)  VERTCON   
 BK1350  ___________________________________________________________________
 BK1350  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BK1350
 BK1350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1350
 BK1350.The horizontal coordinates were scaled from a topographic map and have
 BK1350.an estimated accuracy of +/- 6 seconds.
 BK1350
 BK1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1350.The vertical order pertains to the NGVD 29 superseded value.
 BK1350
 BK1350.The geoid height was determined by GEOID03.
 BK1350
 BK1350;                    North         East    Units  Estimated Accuracy
 BK1350;SPC LA N     -    49,140.      931,830.      MT  (+/- 180 meters Scaled)
 BK1350
 BK1350                          SUPERSEDED SURVEY CONTROL
 BK1350
 BK1350  NGVD 29 (??/??/??)   66.977  (m)          219.74   (f) ADJUSTED    2 0
 BK1350
 BK1350.Superseded values are not recommended for survey control.
 BK1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1350.See file dsdata.txt to determine how the superseded data were derived.
 BK1350
 BK1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ796230(NAD 83)
 BK1350_MARKER: DD = SURVEY DISK
 BK1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1350_SP_SET: BLOCK
 BK1350_STAMPING: 58V41 1972
 BK1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1350
 BK1350  HISTORY     - Date     Condition        Report By
 BK1350  HISTORY     - 1972     MONUMENTED       LADTD
 BK1350  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1350  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1350
 BK1350                          STATION DESCRIPTION
 BK1350
 BK1350'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1350'5.2 MI NE FROM ROSEPINE.
 BK1350'LOCATED ABOUT 5.2 MILES NORTHEAST ALONG BLACKTOP PARISH ROAD FROM THE
 BK1350'POST OFFICE AT ROSEPINE.  1.1 MILES WEST OF B.M. 58V40.  0.7 MILES
 BK1350'WEST OF THE NORTHWEST END OF A CREOSOTE TIMBER BRIDGE.  0.2 MILES
 BK1350'NORTHWEST OF THE BEGINNING OF BLACKTOP PARISH ROAD.  50 FEET SOUTH OF
 BK1350'THE CENTER OF BLACKTOP PARISH ROAD.  14 FEET EAST OF THE EAST END OF A
 BK1350'STEEL CATTLE GUARD.  22 FEET WEST OF THE WEST END OF A 16-FOOT METAL
 BK1350'GATE.  1 FOOT NORTH OF A BARB WIRE FENCE.  SET IN THE TOP OF A 10-INCH
 BK1350'CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BK1350'POST IS SET 1 FOOT NORTH OF THE MARK.
 BK1350
 BK1350                          STATION RECOVERY (1994)
 BK1350
 BK1350'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1350'MARK NOT FOUND.
 BK1350
 BK1350                          STATION RECOVERY (2001)
 BK1350
 BK1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1350'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1351 ***********************************************************************
 BK1351  DESIGNATION -  58 V 42 LADTD
 BK1351  PID         -  BK1351
 BK1351  STATE/COUNTY-  LA/VERNON
 BK1351  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1351
 BK1351                         *CURRENT SURVEY CONTROL
 BK1351  ___________________________________________________________________
 BK1351* NAD 83(1986)-  30 56 28.     (N)    093 13 44.     (W)     SCALED    
 BK1351* NAVD 88     -        65.39   (+/-2cm)     214.5    (feet)  VERTCON   
 BK1351  ___________________________________________________________________
 BK1351  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BK1351
 BK1351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1351
 BK1351.The horizontal coordinates were scaled from a topographic map and have
 BK1351.an estimated accuracy of +/- 6 seconds.
 BK1351
 BK1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1351.The vertical order pertains to the NGVD 29 superseded value.
 BK1351
 BK1351.The geoid height was determined by GEOID03.
 BK1351
 BK1351;                    North         East    Units  Estimated Accuracy
 BK1351;SPC LA N     -    49,140.      930,340.      MT  (+/- 180 meters Scaled)
 BK1351
 BK1351                          SUPERSEDED SURVEY CONTROL
 BK1351
 BK1351  NGVD 29 (??/??/??)   65.533  (m)          215.00   (f) ADJUSTED    2 0
 BK1351
 BK1351.Superseded values are not recommended for survey control.
 BK1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1351.See file dsdata.txt to determine how the superseded data were derived.
 BK1351
 BK1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ781230(NAD 83)
 BK1351_MARKER: DD = SURVEY DISK
 BK1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1351_SP_SET: BLOCK
 BK1351_STAMPING: 58V42 1972
 BK1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1351
 BK1351  HISTORY     - Date     Condition        Report By
 BK1351  HISTORY     - 1972     MONUMENTED       LADTD
 BK1351  HISTORY     - 19940611 GOOD             USPSQD
 BK1351  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1351
 BK1351                          STATION DESCRIPTION
 BK1351
 BK1351'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1351'4.3 MI NE FROM ROSEPINE.
 BK1351'LOCATED ABOUT 4.3 MILES NORTHEAST ALONG BLACKTOP PARISH ROAD FROM THE
 BK1351'POST OFFICE AT ROSEPINE.  0.9 MILE WEST OF B.M. 58V41.  43 FEET SOUTH
 BK1351'OF THE CENTER OF BLACKTOP PARISH ROAD.  145 FEET WEST OF THE CENTER OF
 BK1351'A GRAVEL DRIVE LEADING TO RESIDENCE OF ANDREW T. BOST.  1 FOOT NORTH
 BK1351'OF A BARB WIRE FENCE.  SET IN THE TOP OF A 10-INCH CONCRETE BLOCK
 BK1351'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1351'FOOT NORTH OF THE MARK.
 BK1351
 BK1351                          STATION RECOVERY (1994)
 BK1351
 BK1351'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1351'RECOVERED IN GOOD CONDITION.
 BK1351
 BK1351                          STATION RECOVERY (2001)
 BK1351
 BK1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1351'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1352 ***********************************************************************
 BK1352  DESIGNATION -  58 V 43 LADTD
 BK1352  PID         -  BK1352
 BK1352  STATE/COUNTY-  LA/VERNON
 BK1352  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1352
 BK1352                         *CURRENT SURVEY CONTROL
 BK1352  ___________________________________________________________________
 BK1352* NAD 83(1986)-  30 56 03.     (N)    093 14 12.     (W)     SCALED    
 BK1352* NAVD 88     -        61.88   (+/-2cm)     203.0    (feet)  VERTCON   
 BK1352  ___________________________________________________________________
 BK1352  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BK1352
 BK1352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1352
 BK1352.The horizontal coordinates were scaled from a topographic map and have
 BK1352.an estimated accuracy of +/- 6 seconds.
 BK1352
 BK1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1352.The vertical order pertains to the NGVD 29 superseded value.
 BK1352
 BK1352.The geoid height was determined by GEOID03.
 BK1352
 BK1352;                    North         East    Units  Estimated Accuracy
 BK1352;SPC LA N     -    48,380.      929,590.      MT  (+/- 180 meters Scaled)
 BK1352
 BK1352                          SUPERSEDED SURVEY CONTROL
 BK1352
 BK1352  NGVD 29 (??/??/??)   62.031  (m)          203.51   (f) ADJUSTED    2 0
 BK1352
 BK1352.Superseded values are not recommended for survey control.
 BK1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1352.See file dsdata.txt to determine how the superseded data were derived.
 BK1352
 BK1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ773223(NAD 83)
 BK1352_MARKER: DD = SURVEY DISK
 BK1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1352_SP_SET: BLOCK
 BK1352_STAMPING: 58V43 1972
 BK1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1352
 BK1352  HISTORY     - Date     Condition        Report By
 BK1352  HISTORY     - 1972     MONUMENTED       LADTD
 BK1352  HISTORY     - 19940611 GOOD             USPSQD
 BK1352  HISTORY     - 20010331 GOOD             NGS
 BK1352
 BK1352                          STATION DESCRIPTION
 BK1352
 BK1352'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1352'3.3 MI NE FROM ROSEPINE.
 BK1352'LOCATED ABOUT 3.3 MILES NORTHEAST ALONG BLACKTOP PARISH ROAD FROM THE
 BK1352'POST OFFICE AT ROSEPINE.  1.0 MILE SOUTHWEST OF B.M. 58V42.  200 FEET
 BK1352'WEST OF THE INTERSECTION OF A DIRT ROAD LEADING EAST.  82 FEET NORTH
 BK1352'OF THE CENTER OF THE BLACKTOP PARISH ROAD.  45 FEET NORTH OF A FENCE
 BK1352'CORNER.  23 FEET EAST OF A DIRT ROAD LEADING TO A RESIDENCE.  1 FOOT
 BK1352'WEST OF A BARB WIRE FENCE.  SET IN THE TOP OF A 10-INCH CONCRETE BLOCK
 BK1352'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1352'FOOT SOUTH OF THE MARK.
 BK1352
 BK1352                          STATION RECOVERY (1994)
 BK1352
 BK1352'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1352'RECOVERED IN GOOD CONDITION.
 BK1352
 BK1352                          STATION RECOVERY (2001)
 BK1352
 BK1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1352'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1353 ***********************************************************************
 BK1353  DESIGNATION -  58 V 44 LADTD
 BK1353  PID         -  BK1353
 BK1353  STATE/COUNTY-  LA/VERNON
 BK1353  USGS QUAD   -  ROSEPINE (1994)
 BK1353
 BK1353                         *CURRENT SURVEY CONTROL
 BK1353  ___________________________________________________________________
 BK1353* NAD 83(1986)-  30 56 04.     (N)    093 15 15.     (W)     SCALED    
 BK1353* NAVD 88     -        56.32   (+/-2cm)     184.8    (feet)  VERTCON   
 BK1353  ___________________________________________________________________
 BK1353  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BK1353
 BK1353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1353
 BK1353.The horizontal coordinates were scaled from a topographic map and have
 BK1353.an estimated accuracy of +/- 6 seconds.
 BK1353
 BK1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1353.The vertical order pertains to the NGVD 29 superseded value.
 BK1353
 BK1353.The geoid height was determined by GEOID03.
 BK1353
 BK1353;                    North         East    Units  Estimated Accuracy
 BK1353;SPC LA N     -    48,420.      927,920.      MT  (+/- 180 meters Scaled)
 BK1353
 BK1353                          SUPERSEDED SURVEY CONTROL
 BK1353
 BK1353  NGVD 29 (??/??/??)   56.477  (m)          185.29   (f) ADJUSTED    2 0
 BK1353
 BK1353.Superseded values are not recommended for survey control.
 BK1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1353.See file dsdata.txt to determine how the superseded data were derived.
 BK1353
 BK1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ757223(NAD 83)
 BK1353_MARKER: DD = SURVEY DISK
 BK1353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1353_SP_SET: BLOCK
 BK1353_STAMPING: 58V44 1972
 BK1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1353
 BK1353  HISTORY     - Date     Condition        Report By
 BK1353  HISTORY     - 1972     MONUMENTED       LADTD
 BK1353  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1353  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1353
 BK1353                          STATION DESCRIPTION
 BK1353
 BK1353'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1353'2.4 MI NE FROM ROSEPINE.
 BK1353'LOCATED ABOUT 2.4 MILES NORTHEAST ALONG A BLACKTOP PARISH ROAD FROM
 BK1353'THE POST OFFICE AT ROSEPINE.  0.9 MILE SOUTHWEST OF B.M. 58V43.  0.3
 BK1353'MILE WEST OF A CREOSOTE BRIDGE.  57 FEET NORTH OF THE CENTER OF A
 BK1353'BLACKTOP PARISH ROAD.  26 FEET NORTH OF A POWER POLE.  28 FEET WEST OF
 BK1353'A LOG ROAD LEADING NORTH 48 FEET SOUTHWEST OF A POWER POLE.  SET IN
 BK1353'THE TOP OF A 10-INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE
 BK1353'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BK1353
 BK1353                          STATION RECOVERY (1994)
 BK1353
 BK1353'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1353'MARK NOT FOUND.
 BK1353
 BK1353                          STATION RECOVERY (2001)
 BK1353
 BK1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1353'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1354 ***********************************************************************
 BK1354  DESIGNATION -  58 V 45 LADTD
 BK1354  PID         -  BK1354
 BK1354  STATE/COUNTY-  LA/VERNON
 BK1354  USGS QUAD   -  ROSEPINE (1994)
 BK1354
 BK1354                         *CURRENT SURVEY CONTROL
 BK1354  ___________________________________________________________________
 BK1354* NAD 83(1986)-  30 55 38.     (N)    093 15 56.     (W)     SCALED    
 BK1354* NAVD 88     -        58.09   (+/-2cm)     190.6    (feet)  VERTCON   
 BK1354  ___________________________________________________________________
 BK1354  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BK1354
 BK1354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1354
 BK1354.The horizontal coordinates were scaled from a topographic map and have
 BK1354.an estimated accuracy of +/- 6 seconds.
 BK1354
 BK1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1354.The vertical order pertains to the NGVD 29 superseded value.
 BK1354
 BK1354.The geoid height was determined by GEOID03.
 BK1354
 BK1354;                    North         East    Units  Estimated Accuracy
 BK1354;SPC LA N     -    47,630.      926,830.      MT  (+/- 180 meters Scaled)
 BK1354
 BK1354                          SUPERSEDED SURVEY CONTROL
 BK1354
 BK1354  NGVD 29 (??/??/??)   58.241  (m)          191.08   (f) ADJUSTED    2 0
 BK1354
 BK1354.Superseded values are not recommended for survey control.
 BK1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1354.See file dsdata.txt to determine how the superseded data were derived.
 BK1354
 BK1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ746215(NAD 83)
 BK1354_MARKER: DD = SURVEY DISK
 BK1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1354_SP_SET: BLOCK
 BK1354_STAMPING: 58V45 1972
 BK1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1354
 BK1354  HISTORY     - Date     Condition        Report By
 BK1354  HISTORY     - 1972     MONUMENTED       LADTD
 BK1354  HISTORY     - 19940611 GOOD             USPSQD
 BK1354  HISTORY     - 20010331 GOOD             NGS
 BK1354
 BK1354                          STATION DESCRIPTION
 BK1354
 BK1354'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1354'1.4 MI NE FROM ROSEPINE.
 BK1354'LOCATED ABOUT 1.4 MILES NORTHEAST ALONG A BLACKTOP PARISH ROAD FROM
 BK1354'THE POST OFFICE AT ROSEPINE.  1.1 MILES SOUTHWEST OF B.M. 58V44.  0.2
 BK1354'MILES NORTHWEST OF A CREOSOTE BRIDGE.  56 FEET NORTH OF THE CENTER OF
 BK1354'A BLACKTOP PARISH ROAD.  50 FEET NORTHWEST OF THE INTERSECTION OF A
 BK1354'DIRT DRIVE AND BLACKTOP PARISH ROAD.  22 FEET WEST-NORTHWEST OF A
 BK1354'BRACE POLE.  SET IN THE TOP OF A 10-INCH CONCRETE BLOCK PROJECTING 3
 BK1354'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF
 BK1354'THE MARK.
 BK1354
 BK1354                          STATION RECOVERY (1994)
 BK1354
 BK1354'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1354'RECOVERED IN GOOD CONDITION.
 BK1354
 BK1354                          STATION RECOVERY (2001)
 BK1354
 BK1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1354'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1355 ***********************************************************************
 BK1355  DESIGNATION -  58 V 46 LADTD
 BK1355  PID         -  BK1355
 BK1355  STATE/COUNTY-  LA/VERNON
 BK1355  USGS QUAD   -  ROSEPINE (1994)
 BK1355
 BK1355                         *CURRENT SURVEY CONTROL
 BK1355  ___________________________________________________________________
 BK1355* NAD 83(1986)-  30 55 23.     (N)    093 16 35.     (W)     SCALED    
 BK1355* NAVD 88     -        64.25   (+/-2cm)     210.8    (feet)  VERTCON   
 BK1355  ___________________________________________________________________
 BK1355  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BK1355
 BK1355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1355
 BK1355.The horizontal coordinates were scaled from a topographic map and have
 BK1355.an estimated accuracy of +/- 6 seconds.
 BK1355
 BK1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1355.The vertical order pertains to the NGVD 29 superseded value.
 BK1355
 BK1355.The geoid height was determined by GEOID03.
 BK1355
 BK1355;                    North         East    Units  Estimated Accuracy
 BK1355;SPC LA N     -    47,170.      925,790.      MT  (+/- 180 meters Scaled)
 BK1355
 BK1355                          SUPERSEDED SURVEY CONTROL
 BK1355
 BK1355  NGVD 29 (??/??/??)   64.411  (m)          211.32   (f) ADJUSTED    2 0
 BK1355
 BK1355.Superseded values are not recommended for survey control.
 BK1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1355.See file dsdata.txt to determine how the superseded data were derived.
 BK1355
 BK1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ735211(NAD 83)
 BK1355_MARKER: DD = SURVEY DISK
 BK1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1355_SP_SET: BLOCK
 BK1355_STAMPING: 58V46 1972
 BK1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1355
 BK1355  HISTORY     - Date     Condition        Report By
 BK1355  HISTORY     - 1972     MONUMENTED       LADTD
 BK1355  HISTORY     - 19940611 GOOD             USPSQD
 BK1355  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1355
 BK1355                          STATION DESCRIPTION
 BK1355
 BK1355'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1355'0.4 MI NE FROM ROSEPINE.
 BK1355'LOCATED ABOUT 0.4 MILE NORTHEAST ALONG A BLACKTOP PARISH ROAD FROM THE
 BK1355'POST OFFICE AT ROSEPINE.  1.0 MILE SOUTHWEST OF B.M. 58V45.  84 FEET
 BK1355'NORTH OF THE CENTER OF A BLACKTOP PARISH ROAD.  51 FEET NORTH OF THE
 BK1355'CORNER OF A BARB WIRE FENCE.  61 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 BK1355'CORNER OF A FRAME RESIDENCE.  1 FOOT WEST OF A BARB WIRE FENCE. SET IN
 BK1355'THE TOP OF A 10-INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE
 BK1355'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BK1355
 BK1355                          STATION RECOVERY (1994)
 BK1355
 BK1355'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1355'RECOVERED IN GOOD CONDITION.
 BK1355
 BK1355                          STATION RECOVERY (2001)
 BK1355
 BK1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1356 ***********************************************************************
 BK1356  DESIGNATION -  58 V 47 LADTD
 BK1356  PID         -  BK1356
 BK1356  STATE/COUNTY-  LA/VERNON
 BK1356  USGS QUAD   -  ROSEPINE (1994)
 BK1356
 BK1356                         *CURRENT SURVEY CONTROL
 BK1356  ___________________________________________________________________
 BK1356* NAD 83(1986)-  30 54 26.     (N)    093 17 10.     (W)     SCALED    
 BK1356* NAVD 88     -        55.99   (+/-2cm)     183.7    (feet)  VERTCON   
 BK1356  ___________________________________________________________________
 BK1356  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BK1356
 BK1356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1356
 BK1356.The horizontal coordinates were scaled from a topographic map and have
 BK1356.an estimated accuracy of +/- 6 seconds.
 BK1356
 BK1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1356.The vertical order pertains to the NGVD 29 superseded value.
 BK1356
 BK1356.The geoid height was determined by GEOID03.
 BK1356
 BK1356;                    North         East    Units  Estimated Accuracy
 BK1356;SPC LA N     -    45,430.      924,850.      MT  (+/- 180 meters Scaled)
 BK1356
 BK1356                          SUPERSEDED SURVEY CONTROL
 BK1356
 BK1356  NGVD 29 (??/??/??)   56.148  (m)          184.21   (f) ADJUSTED    2 0
 BK1356
 BK1356.Superseded values are not recommended for survey control.
 BK1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1356.See file dsdata.txt to determine how the superseded data were derived.
 BK1356
 BK1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ726193(NAD 83)
 BK1356_MARKER: DD = SURVEY DISK
 BK1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1356_SP_SET: BLOCK
 BK1356_STAMPING: 58V47 1972
 BK1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1356
 BK1356  HISTORY     - Date     Condition        Report By
 BK1356  HISTORY     - 1972     MONUMENTED       LADTD
 BK1356  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1356  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1356
 BK1356                          STATION DESCRIPTION
 BK1356
 BK1356'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1356'0.9 MI S FROM ROSEPINE.
 BK1356'LOCATED ABOUT 0.9 MILES SOUTH ALONG UNITED STATES HIGHWAY 171 FROM THE
 BK1356'POST OFFICE AT ROSEPINE.  0.9 MILES SOUTH OF B.M. E 29 RESET 1940. 0.2
 BK1356'MILES NORTH OF A CONCRETE BRIDGE ON UNITED STATES HIGHWAY 171. 64 FEET
 BK1356'WEST NORTHWEST OF THE CENTER OF UNITED STATES HIGHWAY 171. 25 FEET
 BK1356'WEST SOUTHWEST OF A FENCE CORNER.  15 FEET WEST SOUTHWEST OF A 14 INCH
 BK1356'PINE TREE.  12 FEET SOUTH OF A COMBINATION MESH AND BARB WIRE FENCE.
 BK1356'SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE
 BK1356'THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT EAST SOUTH EAST OF THE
 BK1356'MARK.
 BK1356
 BK1356                          STATION RECOVERY (1994)
 BK1356
 BK1356'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1356'MARK NOT FOUND.
 BK1356
 BK1356                          STATION RECOVERY (2001)
 BK1356
 BK1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1356'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1357 ***********************************************************************
 BK1357  DESIGNATION -  58 V 48
 BK1357  PID         -  BK1357
 BK1357  STATE/COUNTY-  LA/VERNON
 BK1357  USGS QUAD   -  ROSEPINE (1994)
 BK1357
 BK1357                         *CURRENT SURVEY CONTROL
 BK1357  ___________________________________________________________________
 BK1357* NAD 83(1986)-  30 53 12.     (N)    093 17 04.     (W)     SCALED    
 BK1357* NAVD 88     -        54.161  (meters)     177.69   (feet)  ADJUSTED  
 BK1357  ___________________________________________________________________
 BK1357  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BK1357  DYNAMIC HT  -          54.092 (meters)     177.47  (feet)  COMP
 BK1357  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 BK1357
 BK1357  VERT ORDER  -  SECOND    CLASS 0
 BK1357
 BK1357.The horizontal coordinates were scaled from a topographic map and have
 BK1357.an estimated accuracy of +/- 6 seconds.
 BK1357
 BK1357.The orthometric height was determined by differential leveling
 BK1357.and adjusted by the National Geodetic Survey in February 1994..
 BK1357
 BK1357.The geoid height was determined by GEOID03.
 BK1357
 BK1357.The dynamic height is computed by dividing the NAVD 88
 BK1357.geopotential number by the normal gravity value computed on the
 BK1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1357.degrees latitude (g = 980.6199 gals.).
 BK1357
 BK1357.The modeled gravity was interpolated from observed gravity values.
 BK1357
 BK1357;                    North         East    Units  Estimated Accuracy
 BK1357;SPC LA N     -    43,150.      924,990.      MT  (+/- 180 meters Scaled)
 BK1357
 BK1357                          SUPERSEDED SURVEY CONTROL
 BK1357
 BK1357  NGVD 29 (??/??/??)   54.307  (m)          178.17   (f) ADJUSTED    2 0
 BK1357
 BK1357.Superseded values are not recommended for survey control.
 BK1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1357.See file dsdata.txt to determine how the superseded data were derived.
 BK1357
 BK1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ728170(NAD 83)
 BK1357_MARKER: DD = SURVEY DISK
 BK1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1357_SP_SET: CONCRETE POST
 BK1357_STAMPING: 58V48 1972
 BK1357_MARK LOGO: LADTD 
 BK1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1357+STABILITY: SURFACE MOTION
 BK1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1357+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1989
 BK1357
 BK1357  HISTORY     - Date     Condition        Report By
 BK1357  HISTORY     - 1972     MONUMENTED       LADTD
 BK1357  HISTORY     - 19891003 GOOD             LADTD
 BK1357  HISTORY     - 19940611 GOOD             USPSQD
 BK1357  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1357
 BK1357                          STATION DESCRIPTION
 BK1357
 BK1357'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1357'2.4 MI S FROM ROSEPINE.
 BK1357'LOCATED ABOUT 2.4 MILES SOUTH ALONG UNITED STATES HIGHWAY 171 FROM THE
 BK1357'POST OFFICE AT ROSEPINE.  1.5 MILES SOUTH OF B.M. 58V47.  1.1 MILES
 BK1357'SOUTH OF B.M. 4277 L.G.S.  0.2 MILES SOUTH OF GOLDER LANTERN ROAD. 82
 BK1357'FEET EAST OF THE CENTER OF UNITED STATES HIGHWAY 171.  47 FEET
 BK1357'NORTHEAST OF A FENCE CORNER.  55 FEET EAST SOUTHEAST OF THE SOUTHWEST
 BK1357'CORNER OF A CINDER BLOCK BUILDING.  1 FOOT NORTHWEST OF A BARB WIRE
 BK1357'FENCE.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES
 BK1357'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTHWEST OF THE
 BK1357'MARK.
 BK1357
 BK1357                          STATION RECOVERY (1989)
 BK1357
 BK1357'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BK1357'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) NORTH OF DERIDDER AND
 BK1357'31.1 KM (19.3 MI) SOUTH OF LEESVILLE.  OWMERSHIP--JESUS CHRIST
 BK1357'MISSION CHURCH.
 BK1357'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND 190, AT
 BK1357'THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 4.7 KM (2.9 MI)
 BK1357'ON HIGHWAY 171 TO THE STATION ON THE RIGHT AND ON THE SOUTH SIDE OF
 BK1357'THE CHURCH,  24.8 M (81.4 FT) NORTHEAST FROM THE CENTER OF THE
 BK1357'NORTHBOUND LANES OF THE HIGHWAY, 16.8 M (55.1 FT) EAST-SOUTHEAST FROM
 BK1357'THE SOUTHWEST CORNER OF THE CHURCH, 12.2 M (40.0 FT) NORTHEST FROM A
 BK1357'POWER POLE WITH A SECURITY LIGHT ATTACHED, 0.5 M (1.6 FT) NORTHWEST
 BK1357'FROM A FENCE AND 0.3 M (1.0 FT) NORTHEAST FROM A WITNESS POST.  THE
 BK1357'STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BK1357
 BK1357                          STATION RECOVERY (1994)
 BK1357
 BK1357'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1357'RECOVERED IN GOOD CONDITION.
 BK1357
 BK1357                          STATION RECOVERY (2001)
 BK1357
 BK1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1357'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2061 ***********************************************************************
 BX2061  DESIGNATION -  58 V 49 LADH
 BX2061  PID         -  BX2061
 BX2061  STATE/COUNTY-  LA/VERNON
 BX2061  USGS QUAD   -  KURTHWOOD (1972)
 BX2061
 BX2061                         *CURRENT SURVEY CONTROL
 BX2061  ___________________________________________________________________
 BX2061* NAD 83(1986)-  31 21 01.     (N)    093 10 17.     (W)     SCALED    
 BX2061* NAVD 88     -       116.46   (+/-2cm)     382.1    (feet)  VERTCON   
 BX2061  ___________________________________________________________________
 BX2061  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BX2061
 BX2061  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2061
 BX2061.The horizontal coordinates were scaled from a topographic map and have
 BX2061.an estimated accuracy of +/- 6 seconds.
 BX2061
 BX2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2061.The vertical order pertains to the NGVD 29 superseded value.
 BX2061
 BX2061.The geoid height was determined by GEOID03.
 BX2061
 BX2061;                    North         East    Units  Estimated Accuracy
 BX2061;SPC LA N     -    94,470.      936,120.      MT  (+/- 180 meters Scaled)
 BX2061
 BX2061                          SUPERSEDED SURVEY CONTROL
 BX2061
 BX2061  NGVD 29 (??/??/??)  116.521  (m)          382.29   (f) ADJUSTED    2 1
 BX2061
 BX2061.Superseded values are not recommended for survey control.
 BX2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2061.See file dsdata.txt to determine how the superseded data were derived.
 BX2061
 BX2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ836684(NAD 83)
 BX2061_MARKER: DD = SURVEY DISK
 BX2061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2061_SP_SET: CONCRETE BLOCK
 BX2061_STAMPING: 58 V 49 1974
 BX2061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2061
 BX2061  HISTORY     - Date     Condition        Report By
 BX2061  HISTORY     - 1974     MONUMENTED       LADH
 BX2061  HISTORY     - 1975     GOOD             LADTD
 BX2061  HISTORY     - 19940611 GOOD             USPSQD
 BX2061  HISTORY     - 20010331 GOOD             NGS
 BX2061
 BX2061                          STATION DESCRIPTION
 BX2061
 BX2061'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2061'4.7 MI S FROM KISATCHIE.
 BX2061'LOCATED ABOUT 4.7 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2061'POST OFFICE IN KISATCHIE.  1.0 MILES SOUTH OF B.M. 35V57.  1.0 MILES
 BX2061'SOUTH OF THE NATCITOCHES AND VERNON PARISH LINE.  ON THE SOUTH SIDE OF
 BX2061'THE UNITED STATES ARMY POST KNOWN AS TIGER RIDGE.  52 FEET WEST OF THE
 BX2061'CENTER OF LOUISIANA HIGHWAY 117.  145 FEET SOUTH OF THE INTERSECTION
 BX2061'OF DRIVEWAY LEADING TO ARMY POST AND LOUISIANA HIGHWAY 117. 13 FEET
 BX2061'SOUTHWEST OF COMBINATION POWER AND TELEPHONE POLE. 11.5 FEET WEST OF A
 BX2061'TELEPHONE PEDESTAL NO. 134W.  1 FOOT SOUTH OF A COMBINATION MESH AND
 BX2061'BARB WIRE FENCE.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BX2061'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.6
 BX2061'FEET EAST OF THE MARK.
 BX2061
 BX2061                          STATION RECOVERY (1994)
 BX2061
 BX2061'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2061'RECOVERED IN GOOD CONDITION.
 BX2061
 BX2061                          STATION RECOVERY (2001)
 BX2061
 BX2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2061'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1252 ***********************************************************************
 BX1252  DESIGNATION -  58 V 5 LADH
 BX1252  PID         -  BX1252
 BX1252  STATE/COUNTY-  LA/VERNON
 BX1252  USGS QUAD   -  LACAMP (1978)
 BX1252
 BX1252                         *CURRENT SURVEY CONTROL
 BX1252  ___________________________________________________________________
 BX1252* NAD 83(1986)-  31 13 40.     (N)    092 54 03.     (W)     SCALED    
 BX1252* NAVD 88     -        66.13   (+/-2cm)     217.0    (feet)  VERTCON   
 BX1252  ___________________________________________________________________
 BX1252  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX1252
 BX1252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1252
 BX1252.The horizontal coordinates were scaled from a topographic map and have
 BX1252.an estimated accuracy of +/- 6 seconds.
 BX1252
 BX1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1252.The vertical order pertains to the NGVD 29 superseded value.
 BX1252
 BX1252.The geoid height was determined by GEOID03.
 BX1252
 BX1252;                    North         East    Units  Estimated Accuracy
 BX1252;SPC LA N     -    80,760.      961,810.      MT  (+/- 180 meters Scaled)
 BX1252
 BX1252                          SUPERSEDED SURVEY CONTROL
 BX1252
 BX1252  NGVD 29 (??/??/??)   66.160  (m)          217.06   (f) ADJUSTED    2 0
 BX1252
 BX1252.Superseded values are not recommended for survey control.
 BX1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1252.See file dsdata.txt to determine how the superseded data were derived.
 BX1252
 BX1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ094548(NAD 83)
 BX1252_MARKER: DD = SURVEY DISK
 BX1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1252_STAMPING: 58V5 1969
 BX1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1252+STABILITY: SURFACE MOTION
 BX1252
 BX1252  HISTORY     - Date     Condition        Report By
 BX1252  HISTORY     - 1969     MONUMENTED       LADH
 BX1252  HISTORY     - 19940611 GOOD             USPSQD
 BX1252  HISTORY     - 20010331 GOOD             NGS
 BX1252
 BX1252                          STATION DESCRIPTION
 BX1252
 BX1252'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1252'5.90 MI NW FROM SIEPER.
 BX1252'ABOUT 7.50 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1252'OFFICE AT SIMPSON.  5.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1252'FROM THE POST OFFICE AT SIEPER.  4.50 MILES NORTHWEST ALONG LOUISIANA
 BX1252'HIGHWAY 465 FROM THE RAPIDES AND VERNON PARISH LINE.  1.25 MILES
 BX1252'NORTHWEST OF BENCH MARK 58V4.  55 FEET SOUTH OF CENTERLINE OF
 BX1252'LOUISIANA HIGHWAY 465.  94 FEET SOUTHWEST OF WEST END OF A 30 INCH
 BX1252'SIDE DRAIN PIPE.  124 FEET SOUTHWEST OF CENTER OF A METAL CATTLE
 BX1252'GUARD.  84 FEET WEST OF THE SOUTH END OF A 36 INCH CORRUGATED METAL
 BX1252'CROSS DRAIN PIPE.  17 FEET WEST OF A 15 INCH PEN OAK TREE.  DISK SET
 BX1252'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  A STEEL WITNESS
 BX1252'POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX1252
 BX1252                          STATION RECOVERY (1994)
 BX1252
 BX1252'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1252'RECOVERED IN GOOD CONDITION.
 BX1252
 BX1252                          STATION RECOVERY (2001)
 BX1252
 BX1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1252'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2062 ***********************************************************************
 BX2062  DESIGNATION -  58 V 50 LADH
 BX2062  PID         -  BX2062
 BX2062  STATE/COUNTY-  LA/VERNON
 BX2062  USGS QUAD   -  KURTHWOOD (1972)
 BX2062
 BX2062                         *CURRENT SURVEY CONTROL
 BX2062  ___________________________________________________________________
 BX2062* NAD 83(1986)-  31 20 12.     (N)    093 10 18.     (W)     SCALED    
 BX2062* NAVD 88     -       101.34   (+/-2cm)     332.5    (feet)  VERTCON   
 BX2062  ___________________________________________________________________
 BX2062  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX2062
 BX2062  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2062
 BX2062.The horizontal coordinates were scaled from a topographic map and have
 BX2062.an estimated accuracy of +/- 6 seconds.
 BX2062
 BX2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2062.The vertical order pertains to the NGVD 29 superseded value.
 BX2062
 BX2062.The geoid height was determined by GEOID03.
 BX2062
 BX2062;                    North         East    Units  Estimated Accuracy
 BX2062;SPC LA N     -    92,970.      936,080.      MT  (+/- 180 meters Scaled)
 BX2062
 BX2062                          SUPERSEDED SURVEY CONTROL
 BX2062
 BX2062  NGVD 29 (??/??/??)  101.398  (m)          332.67   (f) ADJUSTED    2 1
 BX2062
 BX2062.Superseded values are not recommended for survey control.
 BX2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2062.See file dsdata.txt to determine how the superseded data were derived.
 BX2062
 BX2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ836669(NAD 83)
 BX2062_MARKER: DD = SURVEY DISK
 BX2062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2062_SP_SET: CONCRETE BLOCK
 BX2062_STAMPING: 58 V 50 1974
 BX2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2062
 BX2062  HISTORY     - Date     Condition        Report By
 BX2062  HISTORY     - 1974     MONUMENTED       LADH
 BX2062  HISTORY     - 1975     GOOD             LADTD
 BX2062  HISTORY     - 19940611 GOOD             USPSQD
 BX2062  HISTORY     - 20010331 GOOD             NGS
 BX2062
 BX2062                          STATION DESCRIPTION
 BX2062
 BX2062'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2062'5.6 MI S FROM KISATCHIE.
 BX2062'LOCATED ABOUT 5.6 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2062'POST OFFICE IN KISATCHIE.  1.9 MILES SOUTH OF THE NATCHITOCHES AND
 BX2062'VERNON PARISH LINE.  AT THE SMALL COMMUNITY OF KURTHWOOD.  0.9 MILES
 BX2062'SOUTH OF B.M. 58V49.  44.5 FEET SOUTHEAST OF THE CENTER OF LOUISIANA
 BX2062'HIGHWAY 117.  115 FEET SOUTH OF THE INTERSECTION OF LOUISIANA HIGHWAY
 BX2062'117 AND 465.  114 FEET NORTHEAST OF THE NORTH POST OF T. A. CRAFT
 BX2062'GROCERY AND STATION.  5 FEET WEST OF A FENCE CORNER POST.  2 FEET
 BX2062'NORTH OF A L.D.H. RIGHT-OF-WAY MARKER.  4 FEET SOUTHWEST OF A
 BX2062'TELEPHONE PEDESTAL NO. L.P. 14.  SET IN THE TOP OF A 10 INCH CONCRETE
 BX2062'BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BX2062'SET 1.5 FEET WEST OF THE MARK.
 BX2062
 BX2062                          STATION RECOVERY (1994)
 BX2062
 BX2062'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2062'RECOVERED IN GOOD CONDITION.
 BX2062
 BX2062                          STATION RECOVERY (2001)
 BX2062
 BX2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2062'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2063 ***********************************************************************
 BX2063  DESIGNATION -  58 V 51 LADH
 BX2063  PID         -  BX2063
 BX2063  STATE/COUNTY-  LA/VERNON
 BX2063  USGS QUAD   -  KURTHWOOD (1972)
 BX2063
 BX2063                         *CURRENT SURVEY CONTROL
 BX2063  ___________________________________________________________________
 BX2063* NAD 83(1986)-  31 19 27.     (N)    093 10 27.     (W)     SCALED    
 BX2063* NAVD 88     -        98.03   (+/-2cm)     321.6    (feet)  VERTCON   
 BX2063  ___________________________________________________________________
 BX2063  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX2063
 BX2063  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2063
 BX2063.The horizontal coordinates were scaled from a topographic map and have
 BX2063.an estimated accuracy of +/- 6 seconds.
 BX2063
 BX2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2063.The vertical order pertains to the NGVD 29 superseded value.
 BX2063
 BX2063.The geoid height was determined by GEOID03.
 BX2063
 BX2063;                    North         East    Units  Estimated Accuracy
 BX2063;SPC LA N     -    91,580.      935,840.      MT  (+/- 180 meters Scaled)
 BX2063
 BX2063                          SUPERSEDED SURVEY CONTROL
 BX2063
 BX2063  NGVD 29 (??/??/??)   98.094  (m)          321.83   (f) ADJUSTED    2 1
 BX2063
 BX2063.Superseded values are not recommended for survey control.
 BX2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2063.See file dsdata.txt to determine how the superseded data were derived.
 BX2063
 BX2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ834655(NAD 83)
 BX2063_MARKER: DD = SURVEY DISK
 BX2063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2063_SP_SET: CONCRETE BLOCK
 BX2063_STAMPING: 58 V 51 1974
 BX2063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2063
 BX2063  HISTORY     - Date     Condition        Report By
 BX2063  HISTORY     - 1974     MONUMENTED       LADH
 BX2063  HISTORY     - 1975     GOOD             LADTD
 BX2063  HISTORY     - 19940611 GOOD             USPSQD
 BX2063  HISTORY     - 20010331 GOOD             NGS
 BX2063
 BX2063                          STATION DESCRIPTION
 BX2063
 BX2063'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2063'6.5 MI S FROM KISATCHIE.
 BX2063'LOCATED ABOUT 6.5 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2063'POST OFFICE IN KISATCHIE.  0.9 MILES SOUTH OF THE INTERSECTION OF
 BX2063'LOUISIANA HIGHWAY 117 AND 465.  61.5 FEET EAST OF THE CENTER OF
 BX2063'LOUISIANA HIGHWAY 117.  74 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BX2063'CONCRETE BRIDGE OVER COMRADE CREEK NO. 114.01.1345.1.  0.9 MILES SOUTH
 BX2063'OF B.M. 58V50.  3 FEET EAST OF A BARB WIRE FENCE.  SET IN THE TOP OF A
 BX2063'10 INCH CONCRETE BLOCK PROJECTING 2 INCHES ABOVE THE GROUND. A STEEL
 BX2063'WITNESS POST IS SET 1.5 FEET WEST OF THE MARK.
 BX2063
 BX2063                          STATION RECOVERY (1994)
 BX2063
 BX2063'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2063'RECOVERED IN GOOD CONDITION.
 BX2063
 BX2063                          STATION RECOVERY (2001)
 BX2063
 BX2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2064 ***********************************************************************
 BX2064  DESIGNATION -  58 V 52 LADH
 BX2064  PID         -  BX2064
 BX2064  STATE/COUNTY-  LA/VERNON
 BX2064  USGS QUAD   -  KURTHWOOD (1972)
 BX2064
 BX2064                         *CURRENT SURVEY CONTROL
 BX2064  ___________________________________________________________________
 BX2064* NAD 83(1986)-  31 18 38.     (N)    093 10 44.     (W)     SCALED    
 BX2064* NAVD 88     -       117.52   (+/-2cm)     385.6    (feet)  VERTCON   
 BX2064  ___________________________________________________________________
 BX2064  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX2064
 BX2064  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2064
 BX2064.The horizontal coordinates were scaled from a topographic map and have
 BX2064.an estimated accuracy of +/- 6 seconds.
 BX2064
 BX2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2064.The vertical order pertains to the NGVD 29 superseded value.
 BX2064
 BX2064.The geoid height was determined by GEOID03.
 BX2064
 BX2064;                    North         East    Units  Estimated Accuracy
 BX2064;SPC LA N     -    90,070.      935,380.      MT  (+/- 180 meters Scaled)
 BX2064
 BX2064                          SUPERSEDED SURVEY CONTROL
 BX2064
 BX2064  NGVD 29 (??/??/??)  117.587  (m)          385.78   (f) ADJUSTED    2 1
 BX2064
 BX2064.Superseded values are not recommended for survey control.
 BX2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2064.See file dsdata.txt to determine how the superseded data were derived.
 BX2064
 BX2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ829640(NAD 83)
 BX2064_MARKER: DD = SURVEY DISK
 BX2064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2064_SP_SET: CONCRETE BLOCK
 BX2064_STAMPING: 58 V 52 1974
 BX2064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2064
 BX2064  HISTORY     - Date     Condition        Report By
 BX2064  HISTORY     - 1974     MONUMENTED       LADH
 BX2064  HISTORY     - 1975     GOOD             LADTD
 BX2064  HISTORY     - 19940611 GOOD             USPSQD
 BX2064  HISTORY     - 20010331 GOOD             NGS
 BX2064
 BX2064                          STATION DESCRIPTION
 BX2064
 BX2064'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2064'7.45 MI S FROM KISATCHIE.
 BX2064'LOCATED ABOUT 7.45 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2064'POST OFFICE IN KISATCHIE.  AT THE ROAD THAT LEADS TO THE KURTHWOOD
 BX2064'FIRE TOWER.  0.95 MILES SOUTH OF B.M. 58V51.  100 FEET EAST OF THE
 BX2064'CENTER OF LOUISIANA HIGHWAY 117.  45 FEET EAST OF A TELEPHONE PEDESTAL
 BX2064'NO. 114E.  37 FEET EAST OF A BARB WIRE FENCE AND POWER POLE NO. 117.
 BX2064'50 FEET SOUTHWEST OF THE CENTER OF A METAL CATTLE GAP ON ROAD LEADING
 BX2064'TO THE KURTHWOOD FIRE TOWER.  SET IN THE TOP OF A 10 INCH CONCRETE
 BX2064'BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BX2064'SET 1 FOOT WEST OF THE MARK.
 BX2064
 BX2064                          STATION RECOVERY (1994)
 BX2064
 BX2064'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2064'RECOVERED IN GOOD CONDITION.
 BX2064
 BX2064                          STATION RECOVERY (2001)
 BX2064
 BX2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2064'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2069 ***********************************************************************
 BX2069  DESIGNATION -  58 V 53 LADH
 BX2069  PID         -  BX2069
 BX2069  STATE/COUNTY-  LA/VERNON
 BX2069  USGS QUAD   -  KURTHWOOD (1972)
 BX2069
 BX2069                         *CURRENT SURVEY CONTROL
 BX2069  ___________________________________________________________________
 BX2069* NAD 83(1986)-  31 17 44.     (N)    093 11 04.     (W)     SCALED    
 BX2069* NAVD 88     -       108.06   (+/-2cm)     354.5    (feet)  VERTCON   
 BX2069  ___________________________________________________________________
 BX2069  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX2069
 BX2069  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2069
 BX2069.The horizontal coordinates were scaled from a topographic map and have
 BX2069.an estimated accuracy of +/- 6 seconds.
 BX2069
 BX2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2069.The vertical order pertains to the NGVD 29 superseded value.
 BX2069
 BX2069.The geoid height was determined by GEOID03.
 BX2069
 BX2069;                    North         East    Units  Estimated Accuracy
 BX2069;SPC LA N     -    88,410.      934,840.      MT  (+/- 180 meters Scaled)
 BX2069
 BX2069                          SUPERSEDED SURVEY CONTROL
 BX2069
 BX2069  NGVD 29 (??/??/??)  108.127  (m)          354.75   (f) ADJUSTED    2 1
 BX2069
 BX2069.Superseded values are not recommended for survey control.
 BX2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2069.See file dsdata.txt to determine how the superseded data were derived.
 BX2069
 BX2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ824623(NAD 83)
 BX2069_MARKER: DD = SURVEY DISK
 BX2069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2069_SP_SET: CONCRETE BLOCK
 BX2069_STAMPING: 58 V 53 1974
 BX2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2069
 BX2069  HISTORY     - Date     Condition        Report By
 BX2069  HISTORY     - 1974     MONUMENTED       LADH
 BX2069  HISTORY     - 1975     GOOD             LADTD
 BX2069  HISTORY     - 19940611 GOOD             USPSQD
 BX2069  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2069
 BX2069                          STATION DESCRIPTION
 BX2069
 BX2069'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2069'8.55 MI S FROM KISATCHIE.
 BX2069'LOCATED ABOUT 8.55 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2069'POST OFFICE IN KISATCHIE.  1.1 MILES SOUTH OF THE ROAD LEADING TO THE
 BX2069'KURTHWOOD FIRE TOWER.  1.1 MILES SOUTH OF B.M. 58V52.  112 FEET EAST
 BX2069'OF THE CENTER OF LOUISIANA HIGHWAY 117.  51 FEET EAST OF A BARB WIRE
 BX2069'FENCE.  67 FEET SOUTHEAST OF A TELEPHONE PEDESTAL NO. 106 E.  70 FEET
 BX2069'SOUTHEAST OF POWER POLE NO. 106.  59.5 FEET SOUTH OF THE CENTER OF A
 BX2069'METAL CATTLE GAP ON INDIAN CREEK ROAD LEADING EAST.  SET IN THE TOP OF
 BX2069'A 10 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A
 BX2069'STEEL WITNESS POST IS SET 1.5 FEET WEST OF THE MARK.
 BX2069
 BX2069                          STATION RECOVERY (1994)
 BX2069
 BX2069'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2069'RECOVERED IN GOOD CONDITION.
 BX2069
 BX2069                          STATION RECOVERY (2001)
 BX2069
 BX2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2069'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2070 ***********************************************************************
 BX2070  DESIGNATION -  58 V 54 LADH
 BX2070  PID         -  BX2070
 BX2070  STATE/COUNTY-  LA/VERNON
 BX2070  USGS QUAD   -  KURTHWOOD (1972)
 BX2070
 BX2070                         *CURRENT SURVEY CONTROL
 BX2070  ___________________________________________________________________
 BX2070* NAD 83(1986)-  31 16 59.     (N)    093 11 21.     (W)     SCALED    
 BX2070* NAVD 88     -       102.13   (+/-2cm)     335.1    (feet)  VERTCON   
 BX2070  ___________________________________________________________________
 BX2070  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX2070
 BX2070  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2070
 BX2070.The horizontal coordinates were scaled from a topographic map and have
 BX2070.an estimated accuracy of +/- 6 seconds.
 BX2070
 BX2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2070.The vertical order pertains to the NGVD 29 superseded value.
 BX2070
 BX2070.The geoid height was determined by GEOID03.
 BX2070
 BX2070;                    North         East    Units  Estimated Accuracy
 BX2070;SPC LA N     -    87,030.      934,380.      MT  (+/- 180 meters Scaled)
 BX2070
 BX2070                          SUPERSEDED SURVEY CONTROL
 BX2070
 BX2070  NGVD 29 (??/??/??)  102.199  (m)          335.30   (f) ADJUSTED    2 1
 BX2070
 BX2070.Superseded values are not recommended for survey control.
 BX2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2070.See file dsdata.txt to determine how the superseded data were derived.
 BX2070
 BX2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ819609(NAD 83)
 BX2070_MARKER: DD = SURVEY DISK
 BX2070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2070_SP_SET: CONCRETE BLOCK
 BX2070_STAMPING: 58 V 54 1974
 BX2070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2070
 BX2070  HISTORY     - Date     Condition        Report By
 BX2070  HISTORY     - 1974     MONUMENTED       LADH
 BX2070  HISTORY     - 1975     GOOD             LADTD
 BX2070  HISTORY     - 19940611 GOOD             USPSQD
 BX2070  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2070
 BX2070                          STATION DESCRIPTION
 BX2070
 BX2070'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2070'9.55 MI S FROM KISATCHIE.
 BX2070'LOCATED ABOUT 9.55 MILES SOUTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2070'POST OFFICE IN KISATCHIE.  2.0 MILES SOUTH OF THE ROAD LEADING TO THE
 BX2070'KURTHWOOD FIRE TOWER.  1.0 MILES SOUTH OF B.M. 58V53.  112 FEET EAST
 BX2070'OF THE CENTER OF LOUISIANA HIGHWAY 117.  50.5 FEET EAST OF A BARB WIRE
 BX2070'FENCE.  59.5 FEET NORTHEAST OF L.D.H. RIGHT-OF-WAY MARKER.  51 FEET
 BX2070'SOUTHEAST OF A POWER POLE NO. 95.  SET IN THE TOP OF A 10 INCH
 BX2070'CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BX2070'POST IS SET 2 FEET WEST OF THE MARK.
 BX2070
 BX2070                          STATION RECOVERY (1994)
 BX2070
 BX2070'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2070'RECOVERED IN GOOD CONDITION.
 BX2070
 BX2070                          STATION RECOVERY (2001)
 BX2070
 BX2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2070'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2071 ***********************************************************************
 BX2071  DESIGNATION -  58 V 55 LADH
 BX2071  PID         -  BX2071
 BX2071  STATE/COUNTY-  LA/VERNON
 BX2071  USGS QUAD   -  KURTHWOOD (1972)
 BX2071
 BX2071                         *CURRENT SURVEY CONTROL
 BX2071  ___________________________________________________________________
 BX2071* NAD 83(1986)-  31 16 00.     (N)    093 11 41.     (W)     SCALED    
 BX2071* NAVD 88     -        93.85   (+/-2cm)     307.9    (feet)  VERTCON   
 BX2071  ___________________________________________________________________
 BX2071  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BX2071
 BX2071  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2071
 BX2071.The horizontal coordinates were scaled from a topographic map and have
 BX2071.an estimated accuracy of +/- 6 seconds.
 BX2071
 BX2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2071.The vertical order pertains to the NGVD 29 superseded value.
 BX2071
 BX2071.The geoid height was determined by GEOID03.
 BX2071
 BX2071;                    North         East    Units  Estimated Accuracy
 BX2071;SPC LA N     -    85,220.      933,840.      MT  (+/- 180 meters Scaled)
 BX2071
 BX2071                          SUPERSEDED SURVEY CONTROL
 BX2071
 BX2071  NGVD 29 (??/??/??)   93.918  (m)          308.13   (f) ADJUSTED    2 1
 BX2071
 BX2071.Superseded values are not recommended for survey control.
 BX2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2071.See file dsdata.txt to determine how the superseded data were derived.
 BX2071
 BX2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ814591(NAD 83)
 BX2071_MARKER: DD = SURVEY DISK
 BX2071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2071_SP_SET: CONCRETE BLOCK
 BX2071_STAMPING: 58 V 55 1974
 BX2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2071
 BX2071  HISTORY     - Date     Condition        Report By
 BX2071  HISTORY     - 1974     MONUMENTED       LADH
 BX2071  HISTORY     - 1975     GOOD             LADTD
 BX2071  HISTORY     - 19940611 GOOD             USPSQD
 BX2071  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2071
 BX2071                          STATION DESCRIPTION
 BX2071
 BX2071'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2071'10.10 MI N FROM LEESVILLE.
 BX2071'LOCATED ABOUT 10.10 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2071'COURTHOUSE IN LEESVILLE.  0.2 MILES SOUTH OF A CONCRETE BRIDGE
 BX2071'NO.114.01.0957.1 OVER CALCASIEU RIVER TRIBUTARY.  1.05 MILES SOUTH OF
 BX2071'B.M. 58V54.  73 FEET EAST OF THE CENTER OF LOUISIANA HIGHWAY 117.  47
 BX2071'FEET NORTHEAST OF THE NORTH END OF A 18 INCH CONCRETE SIDE DRAIN PIPE.
 BX2071'9.5 FEET EAST OF A CORNER POST ON A BARB WIRE FENCE.  1 FOOT SOUTH OF
 BX2071'A BARB WIRE FENCE.  94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BX2071'METAL CORNER POST ON A WOOD FRAME HOUSE.  SET IN THE TOP OF A 10 INCH
 BX2071'CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND. A STEEL WITNESS
 BX2071'POST IS SET 1.8 FEET WEST OF THE MARK.
 BX2071
 BX2071                          STATION RECOVERY (1994)
 BX2071
 BX2071'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2071'RECOVERED IN GOOD CONDITION.
 BX2071
 BX2071                          STATION RECOVERY (2001)
 BX2071
 BX2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2071'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2072 ***********************************************************************
 BX2072  DESIGNATION -  58 V 56 LADH
 BX2072  PID         -  BX2072
 BX2072  STATE/COUNTY-  LA/VERNON
 BX2072  USGS QUAD   -  KURTHWOOD (1972)
 BX2072
 BX2072                         *CURRENT SURVEY CONTROL
 BX2072  ___________________________________________________________________
 BX2072* NAD 83(1986)-  31 15 12.     (N)    093 12 00.     (W)     SCALED    
 BX2072* NAVD 88     -       107.33   (+/-2cm)     352.1    (feet)  VERTCON   
 BX2072  ___________________________________________________________________
 BX2072  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BX2072
 BX2072  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2072
 BX2072.The horizontal coordinates were scaled from a topographic map and have
 BX2072.an estimated accuracy of +/- 6 seconds.
 BX2072
 BX2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2072.The vertical order pertains to the NGVD 29 superseded value.
 BX2072
 BX2072.The geoid height was determined by GEOID03.
 BX2072
 BX2072;                    North         East    Units  Estimated Accuracy
 BX2072;SPC LA N     -    83,740.      933,330.      MT  (+/- 180 meters Scaled)
 BX2072
 BX2072                          SUPERSEDED SURVEY CONTROL
 BX2072
 BX2072  NGVD 29 (??/??/??)  107.403  (m)          352.37   (f) ADJUSTED    2 1
 BX2072
 BX2072.Superseded values are not recommended for survey control.
 BX2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2072.See file dsdata.txt to determine how the superseded data were derived.
 BX2072
 BX2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ809576(NAD 83)
 BX2072_MARKER: DD = SURVEY DISK
 BX2072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2072_SP_SET: CONCRETE BLOCK
 BX2072_STAMPING: 58 V 56 1974
 BX2072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2072
 BX2072  HISTORY     - Date     Condition        Report By
 BX2072  HISTORY     - 1974     MONUMENTED       LADH
 BX2072  HISTORY     - 1975     GOOD             LADTD
 BX2072  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2072  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2072
 BX2072                          STATION DESCRIPTION
 BX2072
 BX2072'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2072'9.05 MI N FROM LEESVILLE.
 BX2072'LOCATED ABOUT 9.05 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2072'COURTHOUSE IN LEESVILLE.  0.2 MILES SOUTH OF THE ROAD LEADING EAST TO
 BX2072'THE SILVER CREEK BAPTIST CHURCH.  1.05 MILES SOUTH OF B.M. 58V55.  72
 BX2072'FEET WEST OF THE CENTER OF LOUISIANA HIGHWAY 117.  17 FEET WEST OF A
 BX2072'BARB WIRE FENCE.  65 FEET NORTHWEST OF THE WEST END OF A 42 INCH
 BX2072'CONCRETE PIPE UNDER LOUISIANA HIGHWAY 117.  SET IN THE TOP OF A 10
 BX2072'INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL
 BX2072'WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.
 BX2072
 BX2072                          STATION RECOVERY (1994)
 BX2072
 BX2072'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2072'MARK NOT FOUND.
 BX2072
 BX2072                          STATION RECOVERY (2001)
 BX2072
 BX2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2072'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2077 ***********************************************************************
 BX2077  DESIGNATION -  58 V 57 LADH
 BX2077  PID         -  BX2077
 BX2077  STATE/COUNTY-  LA/VERNON
 BX2077  USGS QUAD   -  SLAGLE (1974)
 BX2077
 BX2077                         *CURRENT SURVEY CONTROL
 BX2077  ___________________________________________________________________
 BX2077* NAD 83(1986)-  31 13 37.     (N)    093 12 48.     (W)     SCALED    
 BX2077* NAVD 88     -       112.76   (+/-2cm)     369.9    (feet)  VERTCON   
 BX2077  ___________________________________________________________________
 BX2077  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BX2077
 BX2077  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2077
 BX2077.The horizontal coordinates were scaled from a topographic map and have
 BX2077.an estimated accuracy of +/- 6 seconds.
 BX2077
 BX2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2077.The vertical order pertains to the NGVD 29 superseded value.
 BX2077
 BX2077.The geoid height was determined by GEOID03.
 BX2077
 BX2077;                    North         East    Units  Estimated Accuracy
 BX2077;SPC LA N     -    80,830.      932,040.      MT  (+/- 180 meters Scaled)
 BX2077
 BX2077                          SUPERSEDED SURVEY CONTROL
 BX2077
 BX2077  NGVD 29 (??/??/??)  112.838  (m)          370.20   (f) ADJUSTED    2 1
 BX2077
 BX2077.Superseded values are not recommended for survey control.
 BX2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2077.See file dsdata.txt to determine how the superseded data were derived.
 BX2077
 BX2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ796547(NAD 83)
 BX2077_MARKER: DD = SURVEY DISK
 BX2077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2077_SP_SET: CONCRETE BLOCK
 BX2077_STAMPING: 58 V 57 1974
 BX2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2077
 BX2077  HISTORY     - Date     Condition        Report By
 BX2077  HISTORY     - 1974     MONUMENTED       LADH
 BX2077  HISTORY     - 1975     GOOD             LADTD
 BX2077  HISTORY     - 1980     GOOD             LADTD
 BX2077  HISTORY     - 19940611 GOOD             USPSQD
 BX2077  HISTORY     - 20010331 GOOD             NGS
 BX2077
 BX2077                          STATION DESCRIPTION
 BX2077
 BX2077'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2077'7.10 MI N FROM LEESVILLE.
 BX2077'LOCATED ABOUT 7.10 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2077'COURTHOUSE IN LEESVILLE.  0.1 MILES SOUTH OF THE INTERSECTION OF
 BX2077'LOUISIANA HIGHWAY 111 AND 117.  0.95 MILES SOUTH OF B.M. SILVER.  68
 BX2077'FEET SOUTHEAST OF THE CENTER OF LOUISIANA HIGHWAY 117.  74 FEET
 BX2077'NORTHEAST OF THE NORTH END OF A 12 INCH CONCRETE PIPE UNDER DRIVEWAY
 BX2077'LEADING TO THE WARDS RESIDENCE.  51.5 FEET NORTHEAST OF A TELEPHONE
 BX2077'PEDESTAL NO. 69 E.  9.5 FEET NORTHEAST OF A 16 INCH PINE TREE.  SET IN
 BX2077'THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE
 BX2077'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTHWEST OF THE MARK.
 BX2077
 BX2077                          STATION RECOVERY (1980)
 BX2077
 BX2077'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BX2077'RECOVERED IN GOOD CONDITION.
 BX2077
 BX2077                          STATION RECOVERY (1994)
 BX2077
 BX2077'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2077'RECOVERED IN GOOD CONDITION.
 BX2077
 BX2077                          STATION RECOVERY (2001)
 BX2077
 BX2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2077'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2078 ***********************************************************************
 BX2078  DESIGNATION -  58 V 58 LADH
 BX2078  PID         -  BX2078
 BX2078  STATE/COUNTY-  LA/VERNON
 BX2078  USGS QUAD   -  SLAGLE (1974)
 BX2078
 BX2078                         *CURRENT SURVEY CONTROL
 BX2078  ___________________________________________________________________
 BX2078* NAD 83(1986)-  31 12 56.     (N)    093 13 18.     (W)     SCALED    
 BX2078* NAVD 88     -       108.56   (+/-2cm)     356.2    (feet)  VERTCON   
 BX2078  ___________________________________________________________________
 BX2078  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX2078
 BX2078  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2078
 BX2078.The horizontal coordinates were scaled from a topographic map and have
 BX2078.an estimated accuracy of +/- 6 seconds.
 BX2078
 BX2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2078.The vertical order pertains to the NGVD 29 superseded value.
 BX2078
 BX2078.The geoid height was determined by GEOID03.
 BX2078
 BX2078;                    North         East    Units  Estimated Accuracy
 BX2078;SPC LA N     -    79,570.      931,240.      MT  (+/- 180 meters Scaled)
 BX2078
 BX2078                          SUPERSEDED SURVEY CONTROL
 BX2078
 BX2078  NGVD 29 (??/??/??)  108.645  (m)          356.45   (f) ADJUSTED    2 1
 BX2078
 BX2078.Superseded values are not recommended for survey control.
 BX2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2078.See file dsdata.txt to determine how the superseded data were derived.
 BX2078
 BX2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ788535(NAD 83)
 BX2078_MARKER: DD = SURVEY DISK
 BX2078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2078_SP_SET: CONCRETE BLOCK
 BX2078_STAMPING: 58 V 58 1974
 BX2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2078
 BX2078  HISTORY     - Date     Condition        Report By
 BX2078  HISTORY     - 1974     MONUMENTED       LADH
 BX2078  HISTORY     - 1975     GOOD             LADTD
 BX2078  HISTORY     - 1980     GOOD             LADTD
 BX2078  HISTORY     - 19940611 GOOD             USPSQD
 BX2078  HISTORY     - 20010331 GOOD             NGS
 BX2078
 BX2078                          STATION DESCRIPTION
 BX2078
 BX2078'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2078'6.15 MI N FROM LEESVILLE.
 BX2078'LOCATED ABOUT 6.15 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2078'COURTHOUSE IN LEESVILLE.  1.05 MILES SOUTH OF THE INTERSECTION OF
 BX2078'LOUISIANA HIGHWAY 111 AND 117.  51 FEET SOUTHEAST OF THE CENTER OF
 BX2078'LOUISIANA HIGHWAY 117.  0.95 MILES SOUTH OF B.M. 58V57.  7.5 FEET
 BX2078'SOUTHEAST OF A TELEPHONE PEDESTAL NO. 63 E.  6 FEET SOUTHEAST OF A
 BX2078'BARB WIRE FENCE.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BX2078'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5
 BX2078'FEET NORTHWEST OF THE MARK.
 BX2078
 BX2078                          STATION RECOVERY (1980)
 BX2078
 BX2078'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BX2078'RECOVERED IN GOOD CONDITION.
 BX2078
 BX2078                          STATION RECOVERY (1994)
 BX2078
 BX2078'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2078'RECOVERED IN GOOD CONDITION.
 BX2078
 BX2078                          STATION RECOVERY (2001)
 BX2078
 BX2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2079 ***********************************************************************
 BX2079  DESIGNATION -  58 V 59 LADH
 BX2079  PID         -  BX2079
 BX2079  STATE/COUNTY-  LA/VERNON
 BX2079  USGS QUAD   -  SLAGLE (1974)
 BX2079
 BX2079                         *CURRENT SURVEY CONTROL
 BX2079  ___________________________________________________________________
 BX2079* NAD 83(1986)-  31 12 11.     (N)    093 13 42.     (W)     SCALED    
 BX2079* NAVD 88     -        98.97   (+/-2cm)     324.7    (feet)  VERTCON   
 BX2079  ___________________________________________________________________
 BX2079  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX2079
 BX2079  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2079
 BX2079.The horizontal coordinates were scaled from a topographic map and have
 BX2079.an estimated accuracy of +/- 6 seconds.
 BX2079
 BX2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2079.The vertical order pertains to the NGVD 29 superseded value.
 BX2079
 BX2079.The geoid height was determined by GEOID03.
 BX2079
 BX2079;                    North         East    Units  Estimated Accuracy
 BX2079;SPC LA N     -    78,190.      930,590.      MT  (+/- 180 meters Scaled)
 BX2079
 BX2079                          SUPERSEDED SURVEY CONTROL
 BX2079
 BX2079  NGVD 29 (??/??/??)   99.053  (m)          324.98   (f) ADJUSTED    2 1
 BX2079
 BX2079.Superseded values are not recommended for survey control.
 BX2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2079.See file dsdata.txt to determine how the superseded data were derived.
 BX2079
 BX2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ782521(NAD 83)
 BX2079_MARKER: DD = SURVEY DISK
 BX2079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2079_SP_SET: CONCRETE BLOCK
 BX2079_STAMPING: 58 V 59 1974
 BX2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2079
 BX2079  HISTORY     - Date     Condition        Report By
 BX2079  HISTORY     - 1964     MONUMENTED       LADH
 BX2079  HISTORY     - 1974     GOOD             LADTD
 BX2079  HISTORY     - 1975     GOOD             LADTD
 BX2079  HISTORY     - 19940611 GOOD             USPSQD
 BX2079  HISTORY     - 20010331 GOOD             NGS
 BX2079
 BX2079                          STATION DESCRIPTION
 BX2079
 BX2079'DESCRIBED BY LA TRANSP AND DEV 1974
 BX2079'5.15 MI N FROM LEESVILLE.
 BX2079'LOCATED ABOUT 5.15 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2079'COURTHOUSE IN LEESVILLE.  0.1 MILES NORTH OF BRIDGE NO. 114.01.0414.1.
 BX2079'0.2 MILES SOUTH OF THE INTERSECTION OF LOUISIANA HIGHWAY 117 AND ROAD
 BX2079'LEADING TO THE MT. BETHEL BAPTIST CHURCH.  1.0 MILES SOUTH OF B.M.
 BX2079'58V58.  54 FEET SOUTHEAST OF THE CENTER OF LOUISIANA HIGHWAY 117. 5
 BX2079'FEET SOUTHEAST OF A BARB WIRE FENCE.  SET IN THE TOP OF A 10 INCH
 BX2079'CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND. A STEEL WITNESS
 BX2079'POST IS SET 1 FOOT NORTHWEST OF THE MARK.
 BX2079
 BX2079                          STATION RECOVERY (1975)
 BX2079
 BX2079'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BX2079'RECOVERED IN GOOD CONDITION.
 BX2079
 BX2079                          STATION RECOVERY (1994)
 BX2079
 BX2079'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2079'RECOVERED IN GOOD CONDITION.
 BX2079
 BX2079                          STATION RECOVERY (2001)
 BX2079
 BX2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2079'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1253 ***********************************************************************
 BX1253  DESIGNATION -  58 V 6 LADH
 BX1253  PID         -  BX1253
 BX1253  STATE/COUNTY-  LA/VERNON
 BX1253  USGS QUAD   -  LACAMP (1978)
 BX1253
 BX1253                         *CURRENT SURVEY CONTROL
 BX1253  ___________________________________________________________________
 BX1253* NAD 83(1986)-  31 14 08.     (N)    092 55 02.     (W)     SCALED    
 BX1253* NAVD 88     -        74.36   (+/-2cm)     244.0    (feet)  VERTCON   
 BX1253  ___________________________________________________________________
 BX1253  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BX1253
 BX1253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1253
 BX1253.The horizontal coordinates were scaled from a topographic map and have
 BX1253.an estimated accuracy of +/- 6 seconds.
 BX1253
 BX1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1253.The vertical order pertains to the NGVD 29 superseded value.
 BX1253
 BX1253.The geoid height was determined by GEOID03.
 BX1253
 BX1253;                    North         East    Units  Estimated Accuracy
 BX1253;SPC LA N     -    81,630.      960,250.      MT  (+/- 180 meters Scaled)
 BX1253
 BX1253                          SUPERSEDED SURVEY CONTROL
 BX1253
 BX1253  NGVD 29 (??/??/??)   74.396  (m)          244.08   (f) ADJUSTED    2 0
 BX1253
 BX1253.Superseded values are not recommended for survey control.
 BX1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1253.See file dsdata.txt to determine how the superseded data were derived.
 BX1253
 BX1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ078557(NAD 83)
 BX1253_MARKER: DD = SURVEY DISK
 BX1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1253_STAMPING: 58V6 1969
 BX1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1253+STABILITY: SURFACE MOTION
 BX1253
 BX1253  HISTORY     - Date     Condition        Report By
 BX1253  HISTORY     - 1969     MONUMENTED       LADH
 BX1253  HISTORY     - 1977     MARK NOT FOUND   USGS
 BX1253  HISTORY     - 19940611 GOOD             USPSQD
 BX1253  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1253
 BX1253                          STATION DESCRIPTION
 BX1253
 BX1253'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1253'6.35 MI SE FROM SIMPSON.
 BX1253'ABOUT 6.35 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1253'OFFICE AT SIMPSON.  7.05 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1253'FROM THE POST OFFICE AT SIEPER.  5.65 MILES NORTHWEST ALONG LOUISIANA
 BX1253'HIGHWAY 465 FROM THE RAPIDES AND VERNON PARISH LINE.  1.15 MILES
 BX1253'NORTHWEST OF BENCH MARK 58V5.  78 FEET SOUTHWEST OF CENTERLINE OF
 BX1253'LOUISIANA HIGHWAY 465.  50 FEET SOUTHEAST OF CENTER OF DIRT ROAD
 BX1253'LEADING SOUTHWEST.  78 FEET SOUTHEAST OF A 24 INCH WHITE OAK TREE. 135
 BX1253'FEET SOUTH SOUTHEAST OF A DIRT ROAD LEADING NORTH OFF OF LOUISIANA
 BX1253'HIGHWAY 465.  DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX1253'INCHES.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH SOUTHWEST OF THE
 BX1253'MARK.
 BX1253
 BX1253                          STATION RECOVERY (1977)
 BX1253
 BX1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BX1253'MARK NOT FOUND.
 BX1253
 BX1253                          STATION RECOVERY (1994)
 BX1253
 BX1253'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1253'RECOVERED IN GOOD CONDITION.
 BX1253
 BX1253                          STATION RECOVERY (2001)
 BX1253
 BX1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1253'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2080 ***********************************************************************
 BX2080  DESIGNATION -  58 V 60 LADH
 BX2080  PID         -  BX2080
 BX2080  STATE/COUNTY-  LA/VERNON
 BX2080  USGS QUAD   -  SLAGLE (1974)
 BX2080
 BX2080                         *CURRENT SURVEY CONTROL
 BX2080  ___________________________________________________________________
 BX2080* NAD 83(1986)-  31 11 44.     (N)    093 14 32.     (W)     SCALED    
 BX2080* NAVD 88     -       101.09   (+/-2cm)     331.7    (feet)  VERTCON   
 BX2080  ___________________________________________________________________
 BX2080  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2080
 BX2080  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2080
 BX2080.The horizontal coordinates were scaled from a topographic map and have
 BX2080.an estimated accuracy of +/- 6 seconds.
 BX2080
 BX2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2080.The vertical order pertains to the NGVD 29 superseded value.
 BX2080
 BX2080.The geoid height was determined by GEOID03.
 BX2080
 BX2080;                    North         East    Units  Estimated Accuracy
 BX2080;SPC LA N     -    77,360.      929,260.      MT  (+/- 180 meters Scaled)
 BX2080
 BX2080                          SUPERSEDED SURVEY CONTROL
 BX2080
 BX2080  NGVD 29 (??/??/??)  101.185  (m)          331.97   (f) ADJUSTED    2 1
 BX2080
 BX2080.Superseded values are not recommended for survey control.
 BX2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2080.See file dsdata.txt to determine how the superseded data were derived.
 BX2080
 BX2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ769513(NAD 83)
 BX2080_MARKER: DD = SURVEY DISK
 BX2080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2080_SP_SET: CONCRETE BLOCK
 BX2080_STAMPING: 58 V 60 1974
 BX2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2080
 BX2080  HISTORY     - Date     Condition        Report By
 BX2080  HISTORY     - 1974     MONUMENTED       LADH
 BX2080  HISTORY     - 1975     GOOD             LADTD
 BX2080  HISTORY     - 1980     GOOD             LADTD
 BX2080  HISTORY     - 19940611 GOOD             USPSQD
 BX2080  HISTORY     - 20010331 GOOD             NGS
 BX2080
 BX2080                          STATION DESCRIPTION
 BX2080
 BX2080'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2080'4.15 MI N FROM LEESVILLE.
 BX2080'LOCATED ABOUT 4.15 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2080'COURTHOUSE IN LEESVILLE.  0.1 MILES SOUTH OF A CEMENTARY WITHOUT A
 BX2080'NAME.  1.2 MILES SOUTH OF THE INTERSECTION OF LOUISIANA HIGHWAY 117
 BX2080'AND ROAD LEADING TO MT. BETHEL BAPTIST CHURCH.  1.0 MILES SOUTH OF
 BX2080'B.M. 58V59.  61 FEET SOUTHEAST OF THE CENTER OF LOUISIANA HIGHWAY 117.
 BX2080'24 FEET NORTHEAST OF A TELEPHONE PEDESTAL NO. 51 E.  101 FEET
 BX2080'SOUTHEAST OF A POWER POLE ACROSS THE HIGHWAY.  10 FEET SOUTHEAST OF A
 BX2080'BARB WIRE FENCE.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BX2080'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5
 BX2080'FEET NORTHWEST OF THE MARK.
 BX2080
 BX2080                          STATION RECOVERY (1980)
 BX2080
 BX2080'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BX2080'RECOVERED IN GOOD CONDITION.
 BX2080
 BX2080                          STATION RECOVERY (1994)
 BX2080
 BX2080'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2080'RECOVERED IN GOOD CONDITION.
 BX2080
 BX2080                          STATION RECOVERY (2001)
 BX2080
 BX2080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2080'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2081 ***********************************************************************
 BX2081  DESIGNATION -  58 V 61 LADH
 BX2081  PID         -  BX2081
 BX2081  STATE/COUNTY-  LA/VERNON
 BX2081  USGS QUAD   -  LEESVILLE (1994)
 BX2081
 BX2081                         *CURRENT SURVEY CONTROL
 BX2081  ___________________________________________________________________
 BX2081* NAD 83(1986)-  31 11 06.     (N)    093 15 09.     (W)     SCALED    
 BX2081* NAVD 88     -        81.85   (+/-2cm)     268.5    (feet)  VERTCON   
 BX2081  ___________________________________________________________________
 BX2081  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX2081
 BX2081  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2081
 BX2081.The horizontal coordinates were scaled from a topographic map and have
 BX2081.an estimated accuracy of +/- 6 seconds.
 BX2081
 BX2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2081.The vertical order pertains to the NGVD 29 superseded value.
 BX2081
 BX2081.The geoid height was determined by GEOID03.
 BX2081
 BX2081;                    North         East    Units  Estimated Accuracy
 BX2081;SPC LA N     -    76,200.      928,270.      MT  (+/- 180 meters Scaled)
 BX2081
 BX2081                          SUPERSEDED SURVEY CONTROL
 BX2081
 BX2081  NGVD 29 (??/??/??)   81.944  (m)          268.84   (f) ADJUSTED    2 1
 BX2081
 BX2081.Superseded values are not recommended for survey control.
 BX2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2081.See file dsdata.txt to determine how the superseded data were derived.
 BX2081
 BX2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ759501(NAD 83)
 BX2081_MARKER: DD = SURVEY DISK
 BX2081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2081_SP_SET: CONCRETE BLOCK
 BX2081_STAMPING: 58 V 61 1974
 BX2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2081
 BX2081  HISTORY     - Date     Condition        Report By
 BX2081  HISTORY     - 1974     MONUMENTED       LADH
 BX2081  HISTORY     - 1975     GOOD             LADTD
 BX2081  HISTORY     - 1980     GOOD             LADTD
 BX2081  HISTORY     - 19940611 GOOD             USPSQD
 BX2081
 BX2081                          STATION DESCRIPTION
 BX2081
 BX2081'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2081'3.15 MI N FROM LEESVILLE.
 BX2081'LOCATED ABOUT 3.15 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2081'COURTHOUSE IN LEESVILLE.  AT THE OAK FOREST BAPTIST CHURCH.  1.0 MILES
 BX2081'SOUTH OF B.M. 58V60.  39 FEET NORTHEAST OF THE NORTHWEST CORNER OF OAK
 BX2081'FOREST CHURCH BUILDING.  4 FEET SOUTH OF A CYCLONE FENCE.  SET IN THE
 BX2081'TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 2 INCHES ABOVE THE GROUND.
 BX2081'A STEEL WITNESS POST IS SET 1.5 FEET WEST OF THE MARK.
 BX2081
 BX2081                          STATION RECOVERY (1980)
 BX2081
 BX2081'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BX2081'RECOVERED IN GOOD CONDITION.
 BX2081
 BX2081                          STATION RECOVERY (1994)
 BX2081
 BX2081'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2082 ***********************************************************************
 BX2082  DESIGNATION -  58 V 62 LADH
 BX2082  PID         -  BX2082
 BX2082  STATE/COUNTY-  LA/VERNON
 BX2082  USGS QUAD   -  LEESVILLE (1994)
 BX2082
 BX2082                         *CURRENT SURVEY CONTROL
 BX2082  ___________________________________________________________________
 BX2082* NAD 83(1986)-  31 10 19.     (N)    093 15 14.     (W)     SCALED    
 BX2082* NAVD 88     -        79.24   (+/-2cm)     260.0    (feet)  VERTCON   
 BX2082  ___________________________________________________________________
 BX2082  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX2082
 BX2082  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2082
 BX2082.The horizontal coordinates were scaled from a topographic map and have
 BX2082.an estimated accuracy of +/- 6 seconds.
 BX2082
 BX2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2082.The vertical order pertains to the NGVD 29 superseded value.
 BX2082
 BX2082.The geoid height was determined by GEOID03.
 BX2082
 BX2082;                    North         East    Units  Estimated Accuracy
 BX2082;SPC LA N     -    74,750.      928,130.      MT  (+/- 180 meters Scaled)
 BX2082
 BX2082                          SUPERSEDED SURVEY CONTROL
 BX2082
 BX2082  NGVD 29 (??/??/??)   79.342  (m)          260.31   (f) ADJUSTED    2 1
 BX2082
 BX2082.Superseded values are not recommended for survey control.
 BX2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2082.See file dsdata.txt to determine how the superseded data were derived.
 BX2082
 BX2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ758486(NAD 83)
 BX2082_MARKER: DD = SURVEY DISK
 BX2082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2082_SP_SET: CONCRETE BLOCK
 BX2082_STAMPING: 58 V 62 1974
 BX2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2082
 BX2082  HISTORY     - Date     Condition        Report By
 BX2082  HISTORY     - 1974     MONUMENTED       LADH
 BX2082  HISTORY     - 1975     GOOD             LADTD
 BX2082  HISTORY     - 1980     GOOD             LADTD
 BX2082  HISTORY     - 19940611 GOOD             USPSQD
 BX2082
 BX2082                          STATION DESCRIPTION
 BX2082
 BX2082'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2082'2.25 MI N FROM LEESVILLE.
 BX2082'LOCATED ABOUT 2.25 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2082'COURTHOUSE IN LEESVILLE.  0.9 MILES SOUTH OF THE OAK FOREST BAPTIST
 BX2082'CHURCH.  0.95 MILES NORTH OF THE INTERSECTION OF LOUISIANA HIGHWAY 117
 BX2082'AND 8.  86 FEET EAST OF THE CENTER OF LOUISIANA HIGHWAY 117.  0.90
 BX2082'MILES SOUTH OF B.M. 58V61.  27 FEET EAST OF THE EAST POST ON BOISE
 BX2082'SOUTHERN SIGN.  27 FEET NORTH OF A GRADED DIRT ROAD LEADING EAST.  1
 BX2082'FOOT SOUTH OF A CYCLONE FENCE AROUND BOISE SOUTHERN CENTRAL REGION
 BX2082'HEADQUATERS YARD.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BX2082'PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BX2082'FOOT WEST OF THE MARK.
 BX2082
 BX2082                          STATION RECOVERY (1980)
 BX2082
 BX2082'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BX2082'RECOVERED IN GOOD CONDITION.
 BX2082
 BX2082                          STATION RECOVERY (1994)
 BX2082
 BX2082'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2083 ***********************************************************************
 BX2083  DESIGNATION -  58 V 63 LADH
 BX2083  PID         -  BX2083
 BX2083  STATE/COUNTY-  LA/VERNON
 BX2083  USGS QUAD   -  LEESVILLE (1994)
 BX2083
 BX2083                         *CURRENT SURVEY CONTROL
 BX2083  ___________________________________________________________________
 BX2083* NAD 83(1986)-  31 09 35.     (N)    093 15 39.     (W)     SCALED    
 BX2083* NAVD 88     -        79.17   (+/-2cm)     259.7    (feet)  VERTCON   
 BX2083  ___________________________________________________________________
 BX2083  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX2083
 BX2083  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2083
 BX2083.The horizontal coordinates were scaled from a topographic map and have
 BX2083.an estimated accuracy of +/- 6 seconds.
 BX2083
 BX2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2083.The vertical order pertains to the NGVD 29 superseded value.
 BX2083
 BX2083.The geoid height was determined by GEOID03.
 BX2083
 BX2083;                    North         East    Units  Estimated Accuracy
 BX2083;SPC LA N     -    73,400.      927,460.      MT  (+/- 180 meters Scaled)
 BX2083
 BX2083                          SUPERSEDED SURVEY CONTROL
 BX2083
 BX2083  NGVD 29 (??/??/??)   79.272  (m)          260.08   (f) ADJUSTED    2 1
 BX2083
 BX2083.Superseded values are not recommended for survey control.
 BX2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2083.See file dsdata.txt to determine how the superseded data were derived.
 BX2083
 BX2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ751473(NAD 83)
 BX2083_MARKER: DD = SURVEY DISK
 BX2083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2083_SP_SET: CONCRETE BLOCK
 BX2083_STAMPING: 58 V 63 1974
 BX2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2083
 BX2083  HISTORY     - Date     Condition        Report By
 BX2083  HISTORY     - 1974     MONUMENTED       LADH
 BX2083  HISTORY     - 1975     GOOD             LADTD
 BX2083  HISTORY     - 19940611 GOOD             USPSQD
 BX2083  HISTORY     - 20010331 GOOD             NGS
 BX2083  HISTORY     - 20011125 GOOD             USPSQD
 BX2083
 BX2083                          STATION DESCRIPTION
 BX2083
 BX2083'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2083'1.25 MI N FROM LEESVILLE.
 BX2083'LOCATED ABOUT 1.25 MILES NORTH ALONG UNITED STATES HIGHWAY 171 AND
 BX2083'LOUISIANA HIGHWAY 1213 FROM THE COURTHOUSE IN LEESVILLE.  AT THE
 BX2083'INTERSECTION OF LOUISIANA HIGHWAYS 1213, 8 AND 117.  1.0 MILES SOUTH
 BX2083'OF B.M. 58V62.  67 FEET SOUTH OF THE CENTER OF LOUISIANA HIGHWAY 8.
 BX2083'129 FEET SOUTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY 1213 AND
 BX2083'8.  83 FEET WEST OF THE WEST END OF A 24 INCH CONCRETE PIPE WITH A
 BX2083'HEADWALL UNDER LOUISIANA HIGHWAY 1213.  103 FEET WEST OF THE CENTER OF
 BX2083'LOUISIANA HIGHWAY 1213.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BX2083'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BX2083'FOOT NORTH OF THE MARK.
 BX2083
 BX2083                          STATION RECOVERY (1994)
 BX2083
 BX2083'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2083'RECOVERED IN GOOD CONDITION.
 BX2083
 BX2083                          STATION RECOVERY (2001)
 BX2083
 BX2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2083'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2083
 BX2083                          STATION RECOVERY (2001)
 BX2083
 BX2083'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX2083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2088 ***********************************************************************
 BX2088  DESIGNATION -  58 V 64 LADH
 BX2088  PID         -  BX2088
 BX2088  STATE/COUNTY-  LA/VERNON
 BX2088  USGS QUAD   -  LEESVILLE (1994)
 BX2088
 BX2088                         *CURRENT SURVEY CONTROL
 BX2088  ___________________________________________________________________
 BX2088* NAD 83(1986)-  31 11 04.     (N)    093 17 20.     (W)     SCALED    
 BX2088* NAVD 88     -        75.49   (+/-2cm)     247.7    (feet)  VERTCON   
 BX2088  ___________________________________________________________________
 BX2088  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX2088
 BX2088  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2088
 BX2088.The horizontal coordinates were scaled from a topographic map and have
 BX2088.an estimated accuracy of +/- 6 seconds.
 BX2088
 BX2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2088.The vertical order pertains to the NGVD 29 superseded value.
 BX2088
 BX2088.The geoid height was determined by GEOID03.
 BX2088
 BX2088;                    North         East    Units  Estimated Accuracy
 BX2088;SPC LA N     -    76,160.      924,800.      MT  (+/- 180 meters Scaled)
 BX2088
 BX2088                          SUPERSEDED SURVEY CONTROL
 BX2088
 BX2088  NGVD 29 (??/??/??)   75.588  (m)          247.99   (f) ADJUSTED    2 1
 BX2088
 BX2088.Superseded values are not recommended for survey control.
 BX2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2088.See file dsdata.txt to determine how the superseded data were derived.
 BX2088
 BX2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ724500(NAD 83)
 BX2088_MARKER: DD = SURVEY DISK
 BX2088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2088_SP_SET: CONCRETE BLOCK
 BX2088_STAMPING: 58 V 64 1974
 BX2088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2088
 BX2088  HISTORY     - Date     Condition        Report By
 BX2088  HISTORY     - 1974     MONUMENTED       LADH
 BX2088  HISTORY     - 1975     GOOD             LADTD
 BX2088  HISTORY     - 19940611 GOOD             USPSQD
 BX2088  HISTORY     - 20010331 GOOD             NGS
 BX2088  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BX2088
 BX2088                          STATION DESCRIPTION
 BX2088
 BX2088'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2088'3.65 MI N FROM LEESVILLE.
 BX2088'LOCATED ABOUT 3.65 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2088'THE COURTHOUSE IN LEESVILLE.  2.15 MILES NORTH OF THE INTERSECTION OF
 BX2088'LOUISIANA HIGHWAY 8 AND UNITED STATES HIGHWAY 171.  1.0 MILES NORTH OF
 BX2088'APRIL STATION.  74 FEET SOUTHWEST OF THE CENTER OF UNITED STATES
 BX2088'HIGHWAY 171.  178 FEET NORTHWEST OF THE CENTER OF HAWTHORNE ROAD.  66
 BX2088'FEET NORTHWEST OF A POWER POLE NO. 49.  55 FEET NORTHEAST OF THE EAST
 BX2088'RAIL ON THE KANSAS CITY SOUTHERN RAILROAD.  DISK IS SET IN THE TOP OF
 BX2088'A 10 INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A
 BX2088'STEEL WITNESS POST IS SET 1 FOOT NORTHEAST OF THE MARK.
 BX2088
 BX2088                          STATION RECOVERY (1994)
 BX2088
 BX2088'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2088'RECOVERED IN GOOD CONDITION.
 BX2088
 BX2088                          STATION RECOVERY (2001)
 BX2088
 BX2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2088
 BX2088                          STATION RECOVERY (2001)
 BX2088
 BX2088'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX2088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8222 ***********************************************************************
 AC8222  DESIGNATION -  58 V 65 RESET
 AC8222  PID         -  AC8222
 AC8222  STATE/COUNTY-  LA/VERNON
 AC8222  USGS QUAD   -  HORNBECK (1994)
 AC8222
 AC8222                         *CURRENT SURVEY CONTROL
 AC8222  ___________________________________________________________________
 AC8222* NAD 83(1986)-  31 19 18.     (N)    093 23 51.     (W)     SCALED    
 AC8222* NAVD 88     -        92.27   (meters)     302.7    (feet)  RESET     
 AC8222  ___________________________________________________________________
 AC8222  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AC8222
 AC8222  VERT ORDER  -  THIRD
 AC8222
 AC8222.The horizontal coordinates were scaled from a topographic map and have
 AC8222.an estimated accuracy of +/- 6 seconds.
 AC8222
 AC8222.The orthometric height was computed from unverified reset data.
 AC8222
 AC8222.The geoid height was determined by GEOID03.
 AC8222
 AC8222;                    North         East    Units  Estimated Accuracy
 AC8222;SPC LA N     -    91,460.      914,580.      MT  (+/- 180 meters Scaled)
 AC8222
 AC8222                          SUPERSEDED SURVEY CONTROL
 AC8222
 AC8222.No superseded survey control is available for this station.
 AC8222
 AC8222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ621653(NAD 83)
 AC8222_MARKER: DB = BENCH MARK DISK
 AC8222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8222_STAMPING: 58V65 RESET 1990
 AC8222_MARK LOGO: LADTD 
 AC8222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8222+STABILITY: SURFACE MOTION
 AC8222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8222+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8222
 AC8222  HISTORY     - Date     Condition        Report By
 AC8222  HISTORY     - 1990     MONUMENTED       LADTD
 AC8222  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AC8222  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 AC8222
 AC8222                          STATION DESCRIPTION
 AC8222
 AC8222'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8222'THE STATION IS LOCATED ABOUT 23.1 KM (14.35 MI) NORTHWEST OF
 AC8222'LEESVILLE, 17.3 KM (10.75 MI) NORTHWEST OF ANACOCO AND 0.2 KM (0.10
 AC8222'MI) SOUTHEAST OF HORNBECK.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8222'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE POST
 AC8222'OFFICE IN HORNBECK, GO SOUTH FOR 0.2 KM (0.10 MI) ON U.S.  HIGHWAY 171
 AC8222'TO THE MARK ON THE RIGHT. THE STATION IS 18.0 M (59.1 FT) NORTHEAST
 AC8222'FROM THE EAST RAIL OF THE RAILROAD AND 0.5 M (1.6 FT) NORTHWEST FROM A
 AC8222'METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS RECESSED 2.54 CM
 AC8222'(1 IN) BELOW THE GROUND SURFACE AND ABOUT 0.9 M (3.0 FT) BELOW THE
 AC8222'LEVEL OF THE HIGHWAY.
 AC8222
 AC8222                          STATION RECOVERY (2001)
 AC8222
 AC8222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC8222'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AC8222
 AC8222                          STATION RECOVERY (2001)
 AC8222
 AC8222'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 AC8222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8221 ***********************************************************************
 AC8221  DESIGNATION -  58 V 66 RESET
 AC8221  PID         -  AC8221
 AC8221  STATE/COUNTY-  LA/VERNON
 AC8221  USGS QUAD   -  DOWDEN CREEK (1994)
 AC8221
 AC8221                         *CURRENT SURVEY CONTROL
 AC8221  ___________________________________________________________________
 AC8221* NAD 83(1986)-  31 18 01.     (N)    093 22 01.     (W)     SCALED    
 AC8221* NAVD 88     -        94.25   (meters)     309.2    (feet)  RESET     
 AC8221  ___________________________________________________________________
 AC8221  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AC8221
 AC8221  VERT ORDER  -  THIRD
 AC8221
 AC8221.The horizontal coordinates were scaled from a topographic map and have
 AC8221.an estimated accuracy of +/- 6 seconds.
 AC8221
 AC8221.The orthometric height was computed from unverified reset data.
 AC8221
 AC8221.The geoid height was determined by GEOID03.
 AC8221
 AC8221;                    North         East    Units  Estimated Accuracy
 AC8221;SPC LA N     -    89,060.      917,470.      MT  (+/- 180 meters Scaled)
 AC8221
 AC8221                          SUPERSEDED SURVEY CONTROL
 AC8221
 AC8221.No superseded survey control is available for this station.
 AC8221
 AC8221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ650629(NAD 83)
 AC8221_MARKER: DB = BENCH MARK DISK
 AC8221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8221_STAMPING: 58V66 RESET 1990
 AC8221_MARK LOGO: LADTD 
 AC8221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8221+STABILITY: SURFACE MOTION
 AC8221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8221+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8221
 AC8221  HISTORY     - Date     Condition        Report By
 AC8221  HISTORY     - 1990     MONUMENTED       LADTD
 AC8221  HISTORY     - 20010331 GOOD             NGS
 AC8221  HISTORY     - 20011125 GOOD             USPSQD
 AC8221
 AC8221                          STATION DESCRIPTION
 AC8221
 AC8221'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8221'THE STATION IS LOCATED ABOUT 18.8 KM (11.70 MI) NORTHWEST OF
 AC8221'LEESVILLE, 10.1 KM (6.25 MI) NORTHWEST OF ANACOCO AND 4.5 KM (2.80 MI)
 AC8221'SOUTHEAST OF HORNBECK.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8221'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE POST
 AC8221'OFFICE IN HORNBECK, GO SOUTH FOR 4.5 KM (2.80 MI) ON U.S.  HIGHWAY 171
 AC8221'TO THE MARK ON THE LEFT, NORTH OF A GRAVEL ROAD LEADING EAST. THE
 AC8221'STATION IS 10.4 M (34.1 FT) NORTHWEST FROM THE CENTER OF THE GRAVEL
 AC8221'ROAD, 2.0 M (6.6 FT) WEST-NORTHWEST FROM THE SOUTH END OF THE
 AC8221'RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) SOUTHWEST FROM THE RIGHT-OF-WAY
 AC8221'FENCE AND 0.6 M (2.0 FT) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN
 AC8221'ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 1.2 M (3.9 FT)
 AC8221'ABOVE THE LEVEL OF THE HIGHWAY.
 AC8221
 AC8221                          STATION RECOVERY (2001)
 AC8221
 AC8221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC8221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AC8221
 AC8221                          STATION RECOVERY (2001)
 AC8221
 AC8221'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 AC8221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8220 ***********************************************************************
 AC8220  DESIGNATION -  58 V 67 RESET
 AC8220  PID         -  AC8220
 AC8220  STATE/COUNTY-  LA/VERNON
 AC8220  USGS QUAD   -  DOWDEN CREEK (1994)
 AC8220
 AC8220                         *CURRENT SURVEY CONTROL
 AC8220  ___________________________________________________________________
 AC8220* NAD 83(1986)-  31 17 02.     (N)    093 21 19.     (W)     SCALED    
 AC8220* NAVD 88     -       106.09   (meters)     348.1    (feet)  RESET     
 AC8220  ___________________________________________________________________
 AC8220  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AC8220
 AC8220  VERT ORDER  -  THIRD
 AC8220
 AC8220.The horizontal coordinates were scaled from a topographic map and have
 AC8220.an estimated accuracy of +/- 6 seconds.
 AC8220
 AC8220.The orthometric height was computed from unverified reset data.
 AC8220
 AC8220.The geoid height was determined by GEOID03.
 AC8220
 AC8220;                    North         East    Units  Estimated Accuracy
 AC8220;SPC LA N     -    87,240.      918,560.      MT  (+/- 180 meters Scaled)
 AC8220
 AC8220                          SUPERSEDED SURVEY CONTROL
 AC8220
 AC8220.No superseded survey control is available for this station.
 AC8220
 AC8220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ661611(NAD 83)
 AC8220_MARKER: DB = BENCH MARK DISK
 AC8220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8220_STAMPING: 58V67 RESET 1990
 AC8220_MARK LOGO: LADTD 
 AC8220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8220+STABILITY: SURFACE MOTION
 AC8220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8220+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8220
 AC8220  HISTORY     - Date     Condition        Report By
 AC8220  HISTORY     - 1990     MONUMENTED       LADTD
 AC8220  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AC8220  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 AC8220
 AC8220                          STATION DESCRIPTION
 AC8220
 AC8220'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8220'THE STATION IS LOCATED ABOUT 16.7 KM (10.35 MI) NORTHWEST OF
 AC8220'LEESVILLE, 6.7 KM (4.15 MI) SOUTHEAST OF HORNBECK AND 3.5 KM (2.15 MI)
 AC8220'NORTH-NORTHWEST OF ANACOCO.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8220'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE POST
 AC8220'OFFICE IN ANACOCO GO NORTH FOR 3.5 KM (2.15 MI) ON U.S.  HIGHWAY 171
 AC8220'TO THE MARK ON THE LEFT AT A RIGHT-OF-WAY MARKER. THE STATION IS 3.4 M
 AC8220'(11.2 FT) NORTHEAST FROM A 35.6 CM (14 IN) PINE TREE, 0.8 M (2.6 FT)
 AC8220'NORTHEAST FROM A RIGHT-OF-WAY MARKER AND 0.6 M (2.0 FT) EAST-NORTHEAST
 AC8220'FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH
 AC8220'THE GROUND AND ABOUT 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC8220
 AC8220                          STATION RECOVERY (2001)
 AC8220
 AC8220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC8220'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AC8220
 AC8220                          STATION RECOVERY (2001)
 AC8220
 AC8220'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 AC8220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8219 ***********************************************************************
 AC8219  DESIGNATION -  58 V 68 RESET
 AC8219  PID         -  AC8219
 AC8219  STATE/COUNTY-  LA/VERNON
 AC8219  USGS QUAD   -  DOWDEN CREEK (1994)
 AC8219
 AC8219                         *CURRENT SURVEY CONTROL
 AC8219  ___________________________________________________________________
 AC8219* NAD 83(1986)-  31 16 01.     (N)    093 20 47.     (W)     SCALED    
 AC8219* NAVD 88     -       104.37   (meters)     342.4    (feet)  RESET     
 AC8219  ___________________________________________________________________
 AC8219  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AC8219
 AC8219  VERT ORDER  -  THIRD
 AC8219
 AC8219.The horizontal coordinates were scaled from a topographic map and have
 AC8219.an estimated accuracy of +/- 6 seconds.
 AC8219
 AC8219.The orthometric height was computed from unverified reset data.
 AC8219
 AC8219.The geoid height was determined by GEOID03.
 AC8219
 AC8219;                    North         East    Units  Estimated Accuracy
 AC8219;SPC LA N     -    85,350.      919,400.      MT  (+/- 180 meters Scaled)
 AC8219
 AC8219                          SUPERSEDED SURVEY CONTROL
 AC8219
 AC8219.No superseded survey control is available for this station.
 AC8219
 AC8219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ670592(NAD 83)
 AC8219_MARKER: DB = BENCH MARK DISK
 AC8219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8219_STAMPING: 58V68 RESET 1990
 AC8219_MARK LOGO: LADTD 
 AC8219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8219+STABILITY: SURFACE MOTION
 AC8219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8219+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8219
 AC8219  HISTORY     - Date     Condition        Report By
 AC8219  HISTORY     - 1990     MONUMENTED       LADTD
 AC8219  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AC8219
 AC8219                          STATION DESCRIPTION
 AC8219
 AC8219'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8219'THE STATION IS LOCATED ABOUT 14.6 KM (9.05 MI) NORTHWEST OF LEESVILLE,
 AC8219'10.1 KM (6.25 MI) SOUTHEAST OF HORNBECK AND 1.5 KM (0.95 MI) NORTH OF
 AC8219'ANACOCO.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AC8219'DEVELOPMENT. TO REACH THE STATION FROM THE POST OFFICE IN ANACOCO, GO
 AC8219'NORTH FOR 1.5 KM (0.95 MI) ON U.S. HIGHWAY 171 TO THE MARK ON THE
 AC8219'RIGHT AT A CHAIN LINK FENCE. THE STATION IS 25.5 M (83.7 FT)
 AC8219'NORTH-NORTHWEST FROM THE SOUTHWEST CORNER OF A BRICK HOUSE, 16.9 M
 AC8219'(55.4 FT) EAST-NORTHEAST FROM A RIGHT-OF-WAY MARKER, 9.6 M (31.5 FT)
 AC8219'NORTH FROM THE CENTER OF A DOUBLE CHAIN LINK GATE, 5.6 M (18.4 FT)
 AC8219'NORTHWEST FROM A 45.7 CM (18 IN) RED OAK TREE, 0.5 M (1.6 FT)
 AC8219'NORTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED AND 0.4 M (1.3
 AC8219'FT) NORTHWEST FROM A CHAIN LINK FENCE CORNER.  THE MARK IS FLUSH WITH
 AC8219'THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC8219
 AC8219                          STATION RECOVERY (2001)
 AC8219
 AC8219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC8219'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3168 ***********************************************************************
 BX3168  DESIGNATION -  58 V 69
 BX3168  PID         -  BX3168
 BX3168  STATE/COUNTY-  LA/VERNON
 BX3168  USGS QUAD   -  LEESVILLE (1994)
 BX3168
 BX3168                         *CURRENT SURVEY CONTROL
 BX3168  ___________________________________________________________________
 BX3168* NAD 83(1986)-  31 14 57.     (N)    093 20 27.     (W)     SCALED    
 BX3168* NAVD 88     -        99.747  (meters)     327.25   (feet)  ADJUSTED  
 BX3168  ___________________________________________________________________
 BX3168  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX3168  DYNAMIC HT  -          99.622 (meters)     326.84  (feet)  COMP
 BX3168  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 BX3168
 BX3168  VERT ORDER  -  SECOND    CLASS I
 BX3168
 BX3168.The horizontal coordinates were scaled from a topographic map and have
 BX3168.an estimated accuracy of +/- 6 seconds.
 BX3168
 BX3168.The orthometric height was determined by differential leveling
 BX3168.and adjusted by the National Geodetic Survey in February 1994..
 BX3168
 BX3168.The geoid height was determined by GEOID03.
 BX3168
 BX3168.The dynamic height is computed by dividing the NAVD 88
 BX3168.geopotential number by the normal gravity value computed on the
 BX3168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3168.degrees latitude (g = 980.6199 gals.).
 BX3168
 BX3168.The modeled gravity was interpolated from observed gravity values.
 BX3168
 BX3168;                    North         East    Units  Estimated Accuracy
 BX3168;SPC LA N     -    83,380.      919,910.      MT  (+/- 180 meters Scaled)
 BX3168
 BX3168                          SUPERSEDED SURVEY CONTROL
 BX3168
 BX3168.No superseded survey control is available for this station.
 BX3168
 BX3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ675572(NAD 83)
 BX3168_MARKER: DD = SURVEY DISK
 BX3168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3168_SP_SET: CONCRETE POST
 BX3168_STAMPING: 58V69 1987
 BX3168_MARK LOGO: LADTD 
 BX3168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3168+STABILITY: SURFACE MOTION
 BX3168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3168+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3168
 BX3168  HISTORY     - Date     Condition        Report By
 BX3168  HISTORY     - 1987     MONUMENTED       LADTD
 BX3168  HISTORY     - 20010331 GOOD             NGS
 BX3168  HISTORY     - 20011125 GOOD             USPSQD
 BX3168
 BX3168                          STATION DESCRIPTION
 BX3168
 BX3168'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3168'THE STATION IS LOCATED ABOUT 39.8 KM (24.7 MI) SOUTH OF MANY AND 12.6
 BX3168'KM (7.8 MI) NORTH OF LEESVILLE, IN THE TOWN OF ANACOCO.
 BX3168'OWNERSHIP--LOUISIANA DEPARTMENT OF TRNASPORTATION AND DEVELOPMENT.
 BX3168'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3168'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO NORTH FOR 12.6 KM
 BX3168'(7.8 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT.
 BX3168'THE STATION IS 21.9 M (71.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 BX3168'WEST STREET, 11.3 M (37.1 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 BX3168'HIGHWAY, 2.1 M (6.9 FT) WEST-SOUTH WEST FROM A RIGHT-OF-WAY MARKER,
 BX3168'1.68 M (5.51 FT) NORTH-NORTHWEST FROM A POWER POLE WITH THREE
 BX3168'TRANSFORMERS ATTACHED AND 0.37 M (1.21 FT) EAST-NORTHEAST FROM A
 BX3168'WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT O.61 M
 BX3168'ABOVE THE LEVEL OF THE HIGHWAY.
 BX3168
 BX3168                          STATION RECOVERY (2001)
 BX3168
 BX3168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3168'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3168
 BX3168                          STATION RECOVERY (2001)
 BX3168
 BX3168'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1254 ***********************************************************************
 BX1254  DESIGNATION -  58 V 7 LADH
 BX1254  PID         -  BX1254
 BX1254  STATE/COUNTY-  LA/VERNON
 BX1254  USGS QUAD   -  LACAMP (1978)
 BX1254
 BX1254                         *CURRENT SURVEY CONTROL
 BX1254  ___________________________________________________________________
 BX1254* NAD 83(1986)-  31 14 13.     (N)    092 55 55.     (W)     SCALED    
 BX1254* NAVD 88     -        69.75   (+/-2cm)     228.8    (feet)  VERTCON   
 BX1254  ___________________________________________________________________
 BX1254  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX1254
 BX1254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1254
 BX1254.The horizontal coordinates were scaled from a topographic map and have
 BX1254.an estimated accuracy of +/- 6 seconds.
 BX1254
 BX1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1254.The vertical order pertains to the NGVD 29 superseded value.
 BX1254
 BX1254.The geoid height was determined by GEOID03.
 BX1254
 BX1254;                    North         East    Units  Estimated Accuracy
 BX1254;SPC LA N     -    81,790.      958,850.      MT  (+/- 180 meters Scaled)
 BX1254
 BX1254                          SUPERSEDED SURVEY CONTROL
 BX1254
 BX1254  NGVD 29 (??/??/??)   69.787  (m)          228.96   (f) ADJUSTED    2 0
 BX1254
 BX1254.Superseded values are not recommended for survey control.
 BX1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1254.See file dsdata.txt to determine how the superseded data were derived.
 BX1254
 BX1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ064558(NAD 83)
 BX1254_MARKER: DD = SURVEY DISK
 BX1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1254_STAMPING: 58V7 1969
 BX1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1254+STABILITY: SURFACE MOTION
 BX1254
 BX1254  HISTORY     - Date     Condition        Report By
 BX1254  HISTORY     - 1969     MONUMENTED       LADH
 BX1254  HISTORY     - 19940611 GOOD             USPSQD
 BX1254
 BX1254                          STATION DESCRIPTION
 BX1254
 BX1254'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1254'5.40 MI SE FROM SIMPSON.
 BX1254'ABOUT 5.40 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1254'OFFICE AT SIMPSON.  8.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1254'FROM THE POST OFFICE AT SIEPER.  6.60 MILES NORTHWEST ALONG LOUISIANA
 BX1254'HIGHWAY 465 FROM THE RAPIDES AND VERNON PARISH LINE.  0.95 MILES
 BX1254'NORTHWEST OF BENCH MARK 58V6.  66 FEET SOUTH OF CENTERLINE OF
 BX1254'LOUISIANA HIGHWAY 465.  55 FEET EAST OF THE CENTERLINE OF A METAL
 BX1254'CATTLE GUARD.  45 FEET EAST OF BARB WIRE FENCE CORNER.  14 FEET NORTH
 BX1254'OF A 12 INCH CEDAR TREE.  51 FEET WEST OF A 16 INCH HICKORY TREE. DISK
 BX1254'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  A STEEL
 BX1254'WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX1254
 BX1254                          STATION RECOVERY (1994)
 BX1254
 BX1254'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3170 ***********************************************************************
 BX3170  DESIGNATION -  58 V 70
 BX3170  PID         -  BX3170
 BX3170  STATE/COUNTY-  LA/VERNON
 BX3170  USGS QUAD   -  LEESVILLE (1994)
 BX3170
 BX3170                         *CURRENT SURVEY CONTROL
 BX3170  ___________________________________________________________________
 BX3170* NAD 83(1986)-  31 11 28.     (N)    093 18 10.     (W)     SCALED    
 BX3170* NAVD 88     -        80.802  (meters)     265.10   (feet)  ADJUSTED  
 BX3170  ___________________________________________________________________
 BX3170  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BX3170  DYNAMIC HT  -          80.701 (meters)     264.77  (feet)  COMP
 BX3170  MODELED GRAV-     979,394.8   (mgal)                       NAVD 88
 BX3170
 BX3170  VERT ORDER  -  SECOND    CLASS I
 BX3170
 BX3170.The horizontal coordinates were scaled from a topographic map and have
 BX3170.an estimated accuracy of +/- 6 seconds.
 BX3170
 BX3170.The orthometric height was determined by differential leveling
 BX3170.and adjusted by the National Geodetic Survey in February 1994..
 BX3170
 BX3170.The geoid height was determined by GEOID03.
 BX3170
 BX3170.The dynamic height is computed by dividing the NAVD 88
 BX3170.geopotential number by the normal gravity value computed on the
 BX3170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3170.degrees latitude (g = 980.6199 gals.).
 BX3170
 BX3170.The modeled gravity was interpolated from observed gravity values.
 BX3170
 BX3170;                    North         East    Units  Estimated Accuracy
 BX3170;SPC LA N     -    76,910.      923,490.      MT  (+/- 180 meters Scaled)
 BX3170
 BX3170                          SUPERSEDED SURVEY CONTROL
 BX3170
 BX3170.No superseded survey control is available for this station.
 BX3170
 BX3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ711508(NAD 83)
 BX3170_MARKER: DD = SURVEY DISK
 BX3170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3170_SP_SET: CONCRETE POST
 BX3170_STAMPING: 58V70 1987
 BX3170_MARK LOGO: LADTD 
 BX3170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3170+STABILITY: SURFACE MOTION
 BX3170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3170+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3170
 BX3170  HISTORY     - Date     Condition        Report By
 BX3170  HISTORY     - 1987     MONUMENTED       LADTD
 BX3170  HISTORY     - 20010331 GOOD             NGS
 BX3170  HISTORY     - 20011125 GOOD             USPSQD
 BX3170
 BX3170                          STATION DESCRIPTION
 BX3170
 BX3170'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3170'THE STATION IS LOCATED ABOUT 47.4 KM (29.5 MI) SOUTH OF MANY AND 5.07
 BX3170'KM (3.15 MI) NORTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3170'TRANSPORTATION AND DEVELOPMENT.
 BX3170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3170'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO NORTH FOR 5.07 KM
 BX3170'(3.15 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT.
 BX3170'THE STATION IS 5.2 M (17.1 FT) NORTHWEST FROM THE CENTER OF A METAL
 BX3170'GATE, 3.2 M (10.5 FT) NORTHEAST FROM THE CENTER OF THE NORTH BOUND
 BX3170'LANES OF THE HIGHWAY, 1.83 M (6.00 FT) NORTHEAST FROM POWER POLE
 BX3170'NUMBER Y4-94-1, 0.46 M (1.51 FT) SOUTHWEST FROM A FENCE AND 0.3 M
 BX3170'(1.0 FT) SOUTHWEST FROM A WITNESS POST.  THE STATION IS FLUSH WITH
 BX3170'THE GROUND AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3170
 BX3170                          STATION RECOVERY (2001)
 BX3170
 BX3170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3170'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3170
 BX3170                          STATION RECOVERY (2001)
 BX3170
 BX3170'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3171 ***********************************************************************
 BX3171  DESIGNATION -  58 V 71
 BX3171  PID         -  BX3171
 BX3171  STATE/COUNTY-  LA/VERNON
 BX3171  USGS QUAD   -  LEESVILLE (1994)
 BX3171
 BX3171                         *CURRENT SURVEY CONTROL
 BX3171  ___________________________________________________________________
 BX3171* NAD 83(1986)-  31 11 02.     (N)    093 17 18.     (W)     SCALED    
 BX3171* NAVD 88     -        73.391  (meters)     240.78   (feet)  ADJUSTED  
 BX3171  ___________________________________________________________________
 BX3171  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX3171  DYNAMIC HT  -          73.299 (meters)     240.48  (feet)  COMP
 BX3171  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 BX3171
 BX3171  VERT ORDER  -  SECOND    CLASS I
 BX3171
 BX3171.The horizontal coordinates were scaled from a topographic map and have
 BX3171.an estimated accuracy of +/- 6 seconds.
 BX3171
 BX3171.The orthometric height was determined by differential leveling
 BX3171.and adjusted by the National Geodetic Survey in February 1994..
 BX3171
 BX3171.The geoid height was determined by GEOID03.
 BX3171
 BX3171.The dynamic height is computed by dividing the NAVD 88
 BX3171.geopotential number by the normal gravity value computed on the
 BX3171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3171.degrees latitude (g = 980.6199 gals.).
 BX3171
 BX3171.The modeled gravity was interpolated from observed gravity values.
 BX3171
 BX3171;                    North         East    Units  Estimated Accuracy
 BX3171;SPC LA N     -    76,100.      924,860.      MT  (+/- 180 meters Scaled)
 BX3171
 BX3171                          SUPERSEDED SURVEY CONTROL
 BX3171
 BX3171.No superseded survey control is available for this station.
 BX3171
 BX3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ725500(NAD 83)
 BX3171_MARKER: DD = SURVEY DISK
 BX3171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3171_SP_SET: CONCRETE POST
 BX3171_STAMPING: 58V71 1987
 BX3171_MARK LOGO: LADTD 
 BX3171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3171+STABILITY: SURFACE MOTION
 BX3171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3171+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3171
 BX3171  HISTORY     - Date     Condition        Report By
 BX3171  HISTORY     - 1987     MONUMENTED       LADTD
 BX3171  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3171
 BX3171                          STATION DESCRIPTION
 BX3171
 BX3171'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3171'THE STATION IS LOCATED ABOUT 49.1 KM (30.5 MI) SOUTH OF MANY AND 3.3
 BX3171'KM (2.1 MI) NORTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3171'TRANSPORTATION AND DEVELOPMENT.
 BX3171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3171'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO NORTH FOR 3.3 KM
 BX3171'(2.1 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT.
 BX3171'THE STATION IS 22.9 M (75.1 FT) NORTHEAST FROM THE CENTER OF THE NORTH
 BX3171'BOUND LANES OF THE HIGHWAY, 4.1 M (13.5 FT) NORTHWEST FROM THE CENTER
 BX3171'OF A DRIVEWAY, 0.46 M (1.51 FT) SOUTHWEST FROM A 5-STRAND BARBED WIRE
 BX3171'FENCE AND 0.31 M (1.02 FT) SOUTHWEST FROM A WITNESS POST.  THE
 BX3171'STATION IS RECESSED 5 CM (2 INCHES) BELOW THE GROUND AND ABOUT LEVEL
 BX3171'WITH THE HIGHWAY.
 BX3171
 BX3171                          STATION RECOVERY (2001)
 BX3171
 BX3171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3171'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3172 ***********************************************************************
 BX3172  DESIGNATION -  58 V 72
 BX3172  PID         -  BX3172
 BX3172  STATE/COUNTY-  LA/VERNON
 BX3172  USGS QUAD   -  LEESVILLE (1994)
 BX3172
 BX3172                         *CURRENT SURVEY CONTROL
 BX3172  ___________________________________________________________________
 BX3172* NAD 83(1986)-  31 10 20.     (N)    093 16 43.     (W)     SCALED    
 BX3172* NAVD 88     -        77.370  (meters)     253.84   (feet)  ADJUSTED  
 BX3172  ___________________________________________________________________
 BX3172  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX3172  DYNAMIC HT  -          77.274 (meters)     253.52  (feet)  COMP
 BX3172  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 BX3172
 BX3172  VERT ORDER  -  SECOND    CLASS I
 BX3172
 BX3172.The horizontal coordinates were scaled from a topographic map and have
 BX3172.an estimated accuracy of +/- 6 seconds.
 BX3172
 BX3172.The orthometric height was determined by differential leveling
 BX3172.and adjusted by the National Geodetic Survey in September 1998..
 BX3172
 BX3172.The geoid height was determined by GEOID03.
 BX3172
 BX3172.The dynamic height is computed by dividing the NAVD 88
 BX3172.geopotential number by the normal gravity value computed on the
 BX3172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3172.degrees latitude (g = 980.6199 gals.).
 BX3172
 BX3172.The modeled gravity was interpolated from observed gravity values.
 BX3172
 BX3172;                    North         East    Units  Estimated Accuracy
 BX3172;SPC LA N     -    74,800.      925,770.      MT  (+/- 180 meters Scaled)
 BX3172
 BX3172                          SUPERSEDED SURVEY CONTROL
 BX3172
 BX3172  NAVD 88 (02/14/94)   77.377  (m)          253.86   (f) UNKNOWN     2 1
 BX3172
 BX3172.Superseded values are not recommended for survey control.
 BX3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3172.See file dsdata.txt to determine how the superseded data were derived.
 BX3172
 BX3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ734487(NAD 83)
 BX3172_MARKER: DD = SURVEY DISK
 BX3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3172_SP_SET: CONCRETE POST
 BX3172_STAMPING: 58V72 1987
 BX3172_MARK LOGO: LADTD 
 BX3172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3172+STABILITY: SURFACE MOTION
 BX3172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3172+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 BX3172
 BX3172  HISTORY     - Date     Condition        Report By
 BX3172  HISTORY     - 1987     MONUMENTED       LADTD
 BX3172  HISTORY     - 19950823 GOOD             LADTD
 BX3172  HISTORY     - 20010331 GOOD             NGS
 BX3172  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BX3172
 BX3172                          STATION DESCRIPTION
 BX3172
 BX3172'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3172'THE STATION IS LOCATED ABOUT 50.7 KM (31.5 MI) SOUTH OF MANY AND 1.7
 BX3172'KM (1.1 MI) NORTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3172'TRANSPORTATION AND DEVELOPMENT.
 BX3172'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3172'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO NORTH FOR 1.7 KM
 BX3172'(1.1 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT AND JUST NORTH OF
 BX3172'A LARGE POND,  20.4 M (66.9 FT) SOUTHEAST FROM A DRIVEWAY LEADING
 BX3172'EAST, 18.3 M (60.0 FT) EAST FROM CENTER OF THE NORTH BOUND LANES OF
 BX3172'THE HIGHWAY, 0.46 M (1.51 FT) SOUTHWEST FROM A FENCE CORNER AND 0.3 M
 BX3172'(1.0 FT) WEST FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE
 BX3172'GROUND AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BX3172
 BX3172                          STATION RECOVERY (1995)
 BX3172
 BX3172'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 BX3172'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF LEESVILLE AND
 BX3172'7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF ANACOCO.  OWNERSHIP--LOUISIANA
 BX3172'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BX3172'FROM THE WEST JUNCTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 171 IN
 BX3172'LEESVILLE, GO NORTH FOR 1.2 MI (1.9 KM) ON HIGHWAYS 8 AND 171 TO THE
 BX3172'JUNCTION WITH HIGHWAY 8 EAST, CONTINUE STRAIGHT AHEAD AND NORTH FOR
 BX3172'1.1 MI (1.8 KM) ON HIGHWAY 171 TO THE STATION SET ON THE RIGHT. THE
 BX3172'STATION IS 75.0 FT (22.9 M) SOUTHEAST FROM A CONCRETE DRIVEWAY LEADING
 BX3172'EAST INTO THE CHURCH OF JESUS CRIST LATTER-DAY SAINTS, 61.5 FT (18.7
 BX3172'M) NORTHEAST FROM THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY,
 BX3172'21.0 FT (6.4 M) EAST-NORTHEAST FROM THE SOUTH END OF A METAL CULVERT
 BX3172'UNDER A GRAVEL DRIVE LEADING INTO THE SHADY LAKE RV PARK, 1.0 FT (0.3
 BX3172'M) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH
 BX3172'THE GROUND SURFACE AND ABOUT 3.0 BELOW THE LEVEL OF THE HIGHWAY.
 BX3172
 BX3172                          STATION RECOVERY (2001)
 BX3172
 BX3172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3172'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3172
 BX3172                          STATION RECOVERY (2001)
 BX3172
 BX3172'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3173 ***********************************************************************
 BX3173  DESIGNATION -  58 V 73
 BX3173  PID         -  BX3173
 BX3173  STATE/COUNTY-  LA/VERNON
 BX3173  USGS QUAD   -  LEESVILLE (1994)
 BX3173
 BX3173                         *CURRENT SURVEY CONTROL
 BX3173  ___________________________________________________________________
 BX3173* NAD 83(1986)-  31 09 37.     (N)    093 16 02.     (W)     SCALED    
 BX3173* NAVD 88     -        81.148  (meters)     266.23   (feet)  ADJUSTED  
 BX3173  ___________________________________________________________________
 BX3173  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BX3173  DYNAMIC HT  -          81.047 (meters)     265.90  (feet)  COMP
 BX3173  MODELED GRAV-     979,398.5   (mgal)                       NAVD 88
 BX3173
 BX3173  VERT ORDER  -  SECOND    CLASS I
 BX3173
 BX3173.The horizontal coordinates were scaled from a topographic map and have
 BX3173.an estimated accuracy of +/- 6 seconds.
 BX3173
 BX3173.The orthometric height was determined by differential leveling
 BX3173.and adjusted by the National Geodetic Survey in February 1994..
 BX3173
 BX3173.The geoid height was determined by GEOID03.
 BX3173
 BX3173.The dynamic height is computed by dividing the NAVD 88
 BX3173.geopotential number by the normal gravity value computed on the
 BX3173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3173.degrees latitude (g = 980.6199 gals.).
 BX3173
 BX3173.The modeled gravity was interpolated from observed gravity values.
 BX3173
 BX3173;                    North         East    Units  Estimated Accuracy
 BX3173;SPC LA N     -    73,470.      926,850.      MT  (+/- 180 meters Scaled)
 BX3173
 BX3173                          SUPERSEDED SURVEY CONTROL
 BX3173
 BX3173.No superseded survey control is available for this station.
 BX3173
 BX3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ745473(NAD 83)
 BX3173_MARKER: DD = SURVEY DISK
 BX3173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3173_SP_SET: CONCRETE POST
 BX3173_STAMPING: 58V73 1987
 BX3173_MARK LOGO: LADTD 
 BX3173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3173+STABILITY: SURFACE MOTION
 BX3173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3173+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 BX3173
 BX3173  HISTORY     - Date     Condition        Report By
 BX3173  HISTORY     - 1987     MONUMENTED       LADTD
 BX3173  HISTORY     - 19950823 GOOD             LADTD
 BX3173  HISTORY     - 20010331 GOOD             NGS
 BX3173  HISTORY     - 20011125 GOOD             USPSQD
 BX3173
 BX3173                          STATION DESCRIPTION
 BX3173
 BX3173'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3173'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3173'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, AND SET ON THE WEST SIDE
 BX3173'OF HIGHWAY 171.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BX3173'AND DEVELOPMENT.
 BX3173'THE STATION IS 10.2 M (33.5 FT) SOUTHWEST FROM THE CENTER OF THE SOUTH
 BX3173'BOUND LANES OF HIGHWAY 171, 3.0 M (9.8 FT) SOUTH FROM A TRAFFIC
 BX3173'SIGNAL POLE AND 2.2 M (7.2 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BX3173'THE STATION IS FLUSH WITH THE GROUND AND 0.61 M (2.00 FT) BELOW THE
 BX3173'LEVEL OF THE HIGHWAY.
 BX3173
 BX3173                          STATION RECOVERY (1995)
 BX3173
 BX3173'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 BX3173'THE STATION IS LOCATED ABOUT 0.25 MI (0.40 KM) NORTH OF LEESVILLE AT
 BX3173'THE EAST JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 8.
 BX3173'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BX3173'REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAY 8 AND U.S.
 BX3173'HIGHWAY 171 IN LEESVILLE GO NORTH FOR 1.2 MI (1.9 KM) ON HIGHWAYS 8
 BX3173'AND 171 TO THE JUNCTION WITH HIGHWAY 8 EAST AND THE STATION SET ON THE
 BX3173'WEST SIDE OF HIGHWAY 171.  THE STATION IS 33.5 FT (10.2 M) SOUTHWEST
 BX3173'FROM THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 171, 10.0 FT (3.0
 BX3173'M) SOUTH FROM A TRAFFIC SIGNAL POLE, 7.0 FT (2.1 M) NORTH-NORTHEAST
 BX3173'FROM A METAL WITNESS POST WITH SIGN ATTACHED SET AT A GUY WIRE ANCHOR,
 BX3173'FLUSH WITH THE GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL
 BX3173'OF THE HIGHWAY.
 BX3173
 BX3173                          STATION RECOVERY (2001)
 BX3173
 BX3173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3173'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3173
 BX3173                          STATION RECOVERY (2001)
 BX3173
 BX3173'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3174 ***********************************************************************
 BX3174  DESIGNATION -  58 V 74
 BX3174  PID         -  BX3174
 BX3174  STATE/COUNTY-  LA/VERNON
 BX3174  USGS QUAD   -  LEESVILLE (1994)
 BX3174
 BX3174                         *CURRENT SURVEY CONTROL
 BX3174  ___________________________________________________________________
 BX3174* NAD 83(1986)-  31 08 46.     (N)    093 15 50.     (W)     SCALED    
 BX3174* NAVD 88     -        84.079  (meters)     275.85   (feet)  ADJUSTED  
 BX3174  ___________________________________________________________________
 BX3174  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX3174  DYNAMIC HT  -          83.975 (meters)     275.51  (feet)  COMP
 BX3174  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 BX3174
 BX3174  VERT ORDER  -  SECOND    CLASS I
 BX3174
 BX3174.The horizontal coordinates were scaled from a topographic map and have
 BX3174.an estimated accuracy of +/- 6 seconds.
 BX3174
 BX3174.The orthometric height was determined by differential leveling
 BX3174.and adjusted by the National Geodetic Survey in February 1994..
 BX3174
 BX3174.The geoid height was determined by GEOID03.
 BX3174
 BX3174.The dynamic height is computed by dividing the NAVD 88
 BX3174.geopotential number by the normal gravity value computed on the
 BX3174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3174.degrees latitude (g = 980.6199 gals.).
 BX3174
 BX3174.The modeled gravity was interpolated from observed gravity values.
 BX3174
 BX3174;                    North         East    Units  Estimated Accuracy
 BX3174;SPC LA N     -    71,900.      927,160.      MT  (+/- 180 meters Scaled)
 BX3174
 BX3174                          SUPERSEDED SURVEY CONTROL
 BX3174
 BX3174.No superseded survey control is available for this station.
 BX3174
 BX3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ748458(NAD 83)
 BX3174_MARKER: DD = SURVEY DISK
 BX3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3174_SP_SET: CONCRETE POST
 BX3174_STAMPING: 58V74 1987
 BX3174_MARK LOGO: LADTD 
 BX3174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3174+STABILITY: SURFACE MOTION
 BX3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3174+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 BX3174
 BX3174  HISTORY     - Date     Condition        Report By
 BX3174  HISTORY     - 1987     MONUMENTED       LADTD
 BX3174  HISTORY     - 19950823 GOOD             LADTD
 BX3174  HISTORY     - 20010331 GOOD             NGS
 BX3174  HISTORY     - 20011125 GOOD             USPSQD
 BX3174
 BX3174                          STATION DESCRIPTION
 BX3174
 BX3174'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3174'THE STATION IS LOCATED IN LEESVILLE AT THE JUNCTION OF U.S. HIGHWAY
 BX3174'171 SOUTH AND MARTIN LUTHER KING DRIVE, IN THE NORTHWEST QUADRANT OF
 BX3174'THE INTERSECTION.
 BX3174'THE STATION IS 21.0 M (68.9 FT) WEST FROM THE CENTER OF HIGHWAY 171
 BX3174'SOUTH, 8.5 M (27.9 FT) NORTH FROM THE CENTER OF MARTIN LUTHER KING
 BX3174'DRIVE, 0.9 M (3.0 FT) EAST FROM POWER POLE NUMBER 25 AND 0.4 M
 BX3174'(1.3 FT) SOUTHWEST FROM A WITNESS POST.  THE STATION IS FLUSH WITH
 BX3174'THE GROUND AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3174
 BX3174                          STATION RECOVERY (1995)
 BX3174
 BX3174'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 BX3174'THE STATION IS LOCATED IN LEESVILLE AT THE JUNCTION OF U.S.  HIGHWAY
 BX3174'171 SOUTH (NORTH 6TH STREET) AND MARTIN LUTHER KING DRIVE, ABOUT 0.2
 BX3174'MI (0.3 KM) NORTH OF THE WEST JUNCTION OF STATE HIGHWAY 8 AND HIGHWAY
 BX3174'171.  OWNERSHIP--CITY OF LEESVILLE. THE STATION IS 70.0 FT (21.3 M)
 BX3174'WEST FROM THE CENTER OF HIGHWAY 171 SOUTH, 28.0 FT (8.5 M) NORTH FROM
 BX3174'THE CENTER OF MARTIN LUTHER KING DRIVE, 3.0 FT (0.9 M) EAST FROM A
 BX3174'POWER POLE NUMBER 25, 1.5 FT (0.5 M) SOUTHWEST FROM A METAL WITNESS
 BX3174'POST WITH SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL
 BX3174'WITH THE HIGHWAY.
 BX3174
 BX3174                          STATION RECOVERY (2001)
 BX3174
 BX3174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3174'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3174
 BX3174                          STATION RECOVERY (2001)
 BX3174
 BX3174'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3175 ***********************************************************************
 BX3175  DESIGNATION -  58 V 75
 BX3175  PID         -  BX3175
 BX3175  STATE/COUNTY-  LA/VERNON
 BX3175  USGS QUAD   -  LEESVILLE (1994)
 BX3175
 BX3175                         *CURRENT SURVEY CONTROL
 BX3175  ___________________________________________________________________
 BX3175* NAD 83(1986)-  31 07 47.     (N)    093 15 58.     (W)     SCALED    
 BX3175* NAVD 88     -        70.607  (meters)     231.65   (feet)  ADJUSTED  
 BX3175  ___________________________________________________________________
 BX3175  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX3175  DYNAMIC HT  -          70.519 (meters)     231.36  (feet)  COMP
 BX3175  MODELED GRAV-     979,399.3   (mgal)                       NAVD 88
 BX3175
 BX3175  VERT ORDER  -  SECOND    CLASS I
 BX3175
 BX3175.The horizontal coordinates were scaled from a topographic map and have
 BX3175.an estimated accuracy of +/- 6 seconds.
 BX3175
 BX3175.The orthometric height was determined by differential leveling
 BX3175.and adjusted by the National Geodetic Survey in February 1994..
 BX3175
 BX3175.The geoid height was determined by GEOID03.
 BX3175
 BX3175.The dynamic height is computed by dividing the NAVD 88
 BX3175.geopotential number by the normal gravity value computed on the
 BX3175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3175.degrees latitude (g = 980.6199 gals.).
 BX3175
 BX3175.The modeled gravity was interpolated from observed gravity values.
 BX3175
 BX3175;                    North         East    Units  Estimated Accuracy
 BX3175;SPC LA N     -    70,080.      926,930.      MT  (+/- 180 meters Scaled)
 BX3175
 BX3175                          SUPERSEDED SURVEY CONTROL
 BX3175
 BX3175.No superseded survey control is available for this station.
 BX3175
 BX3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ746440(NAD 83)
 BX3175_MARKER: DD = SURVEY DISK
 BX3175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3175_SP_SET: HEADWALL
 BX3175_STAMPING: 58V75 1987
 BX3175_MARK LOGO: LADTD 
 BX3175_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3175+STABILITY: SURFACE MOTION
 BX3175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3175+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3175
 BX3175  HISTORY     - Date     Condition        Report By
 BX3175  HISTORY     - 1987     MONUMENTED       LADTD
 BX3175  HISTORY     - 20010331 GOOD             NGS
 BX3175  HISTORY     - 20011125 GOOD             USPSQD
 BX3175
 BX3175                          STATION DESCRIPTION
 BX3175
 BX3175'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3175'THE STATION IS LOCATED IN LEESVILLE AT THE JUNCTION OF U.S. HIGHWAY
 BX3175'171 AND SOUTH FOURTH STREET, JUST NORTH OF A SERVICE STATION, AND SET
 BX3175'IN THE WEST HEADWALL FOR A TWO CHANNEL BOX CULVERT UNDER SOUTH FOURTH
 BX3175'STREET.  OWNERSHIP--TOWN OF LEESVILLE.
 BX3175'THE STATION IS 21.5 M (70.5 FT) NORTHEAST FROM A FIRE HYDRANT, 11.0 M
 BX3175'(36.1 FT) NORTHWEST FROM THE CENTER OF SOUTH FOURTH STREET, 6.2 M
 BX3175'(20.3 FT) SOUTH FROM THE NORTH END OF THE HEADWALL, 5.6 M (18.4 FT)
 BX3175'NORTH FROM THE SOUTH END OF THE HEADWALL AND 5.4 M (17.7 FT) NORTH
 BX3175'FROM A WITNESS POST.  THE STATION IS ABOUT LEVEL WITH SOUTH FOURTH
 BX3175'STREET.
 BX3175
 BX3175                          STATION RECOVERY (2001)
 BX3175
 BX3175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3175
 BX3175                          STATION RECOVERY (2001)
 BX3175
 BX3175'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3176 ***********************************************************************
 BX3176  DESIGNATION -  58 V 76
 BX3176  PID         -  BX3176
 BX3176  STATE/COUNTY-  LA/VERNON
 BX3176  USGS QUAD   -  NEW LLANO (1994)
 BX3176
 BX3176                         *CURRENT SURVEY CONTROL
 BX3176  ___________________________________________________________________
 BX3176* NAD 83(1986)-  31 06 46.     (N)    093 16 38.     (W)     SCALED    
 BX3176* NAVD 88     -        69.526  (meters)     228.10   (feet)  ADJUSTED  
 BX3176  ___________________________________________________________________
 BX3176  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX3176  DYNAMIC HT  -          69.440 (meters)     227.82  (feet)  COMP
 BX3176  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 BX3176
 BX3176  VERT ORDER  -  SECOND    CLASS I
 BX3176
 BX3176.The horizontal coordinates were scaled from a topographic map and have
 BX3176.an estimated accuracy of +/- 6 seconds.
 BX3176
 BX3176.The orthometric height was determined by differential leveling
 BX3176.and adjusted by the National Geodetic Survey in February 1994..
 BX3176
 BX3176.The geoid height was determined by GEOID03.
 BX3176
 BX3176.The dynamic height is computed by dividing the NAVD 88
 BX3176.geopotential number by the normal gravity value computed on the
 BX3176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3176.degrees latitude (g = 980.6199 gals.).
 BX3176
 BX3176.The modeled gravity was interpolated from observed gravity values.
 BX3176
 BX3176;                    North         East    Units  Estimated Accuracy
 BX3176;SPC LA N     -    68,210.      925,860.      MT  (+/- 180 meters Scaled)
 BX3176
 BX3176                          SUPERSEDED SURVEY CONTROL
 BX3176
 BX3176.No superseded survey control is available for this station.
 BX3176
 BX3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ735421(NAD 83)
 BX3176_MARKER: DD = SURVEY DISK
 BX3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3176_SP_SET: CONCRETE POST
 BX3176_STAMPING: 58V76 1987
 BX3176_MARK LOGO: LADTD 
 BX3176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3176+STABILITY: SURFACE MOTION
 BX3176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3176+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3176
 BX3176  HISTORY     - Date     Condition        Report By
 BX3176  HISTORY     - 1987     MONUMENTED       LADTD
 BX3176  HISTORY     - 20010331 GOOD             NGS
 BX3176  HISTORY     - 20011125 GOOD             USPSQD
 BX3176
 BX3176                          STATION DESCRIPTION
 BX3176
 BX3176'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3176'THE STATION IS LOCATED ABOUT 30.4 KM (18.9 MI) NORTH OF DERIDDER AND
 BX3176'5.5 KM (3.4 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3176'OF TRANSPORTATION AND DEVELOPMENT.
 BX3176'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3176'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO SOUTH FOR 5.5 KM
 BX3176'(3.4 MI) TO THE STATION ON THE RIGHT SET NEAR A POWER POLE JUST NORTH
 BX3176'OF AN ARMY SURPLUS STORE AND SOUTH OF STATE HIGHWAY 1211.
 BX3176'THE STATION IS 16.5 M (54.1 FT) WEST FROM THE CENTER OF THE SOUTH
 BX3176'BOUND LANES OF THE HIGHWAY, 9.9 M (32.5 FT) SOUTH FROM THE CENTER OF
 BX3176'STATE HIGHWAY 1211, 1.22 M (4.00 FT) SOUTH FROM A POWER POLE AND 1.0
 BX3176'M (3.3 FT) SOUTH FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE
 BX3176'GROUND AND LEVEL WITH THE HIGHWAY.
 BX3176
 BX3176                          STATION RECOVERY (2001)
 BX3176
 BX3176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3176
 BX3176                          STATION RECOVERY (2001)
 BX3176
 BX3176'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3177 ***********************************************************************
 BX3177  DESIGNATION -  58 V 77
 BX3177  PID         -  BX3177
 BX3177  STATE/COUNTY-  LA/VERNON
 BX3177  USGS QUAD   -  NEW LLANO (1994)
 BX3177
 BX3177                         *CURRENT SURVEY CONTROL
 BX3177  ___________________________________________________________________
 BX3177* NAD 83(1986)-  31 05 49.     (N)    093 16 11.     (W)     SCALED    
 BX3177* NAVD 88     -        68.876  (meters)     225.97   (feet)  ADJUSTED  
 BX3177  ___________________________________________________________________
 BX3177  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX3177  DYNAMIC HT  -          68.791 (meters)     225.69  (feet)  COMP
 BX3177  MODELED GRAV-     979,398.7   (mgal)                       NAVD 88
 BX3177
 BX3177  VERT ORDER  -  SECOND    CLASS I
 BX3177
 BX3177.The horizontal coordinates were scaled from a topographic map and have
 BX3177.an estimated accuracy of +/- 6 seconds.
 BX3177
 BX3177.The orthometric height was determined by differential leveling
 BX3177.and adjusted by the National Geodetic Survey in February 1994..
 BX3177
 BX3177.The geoid height was determined by GEOID03.
 BX3177
 BX3177.The dynamic height is computed by dividing the NAVD 88
 BX3177.geopotential number by the normal gravity value computed on the
 BX3177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3177.degrees latitude (g = 980.6199 gals.).
 BX3177
 BX3177.The modeled gravity was interpolated from observed gravity values.
 BX3177
 BX3177;                    North         East    Units  Estimated Accuracy
 BX3177;SPC LA N     -    66,450.      926,560.      MT  (+/- 180 meters Scaled)
 BX3177
 BX3177                          SUPERSEDED SURVEY CONTROL
 BX3177
 BX3177.No superseded survey control is available for this station.
 BX3177
 BX3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ742403(NAD 83)
 BX3177_MARKER: DD = SURVEY DISK
 BX3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3177_SP_SET: CONCRETE POST
 BX3177_STAMPING: 58V77 1987
 BX3177_MARK LOGO: LADTD 
 BX3177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3177+STABILITY: SURFACE MOTION
 BX3177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3177+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3177
 BX3177  HISTORY     - Date     Condition        Report By
 BX3177  HISTORY     - 1987     MONUMENTED       LADTD
 BX3177  HISTORY     - 20010331 GOOD             NGS
 BX3177  HISTORY     - 20011125 GOOD             USPSQD
 BX3177
 BX3177                          STATION DESCRIPTION
 BX3177
 BX3177'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3177'THE STATION IS LOCATED ABOUT 28.4 KM (17.6 MI) NORTH OF DERIDDER AND
 BX3177'7.5 KM (4.7 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3177'OF TRANSPORTATION AND DEVELOPMENT.
 BX3177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3177'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO SOUTH FOR 7.5 KM
 BX3177'(4.7 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT SET NEAR A POWER
 BX3177'POLE,  31.1 M (102.0 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BX3177'1.22 M (4.00 FT) EAST FROM POWER POLE NUMBER 45-4978 AND 0.46 M
 BX3177'(1.51 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.  THE STATION IS FLUSH
 BX3177'WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3177
 BX3177                          STATION RECOVERY (2001)
 BX3177
 BX3177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3177
 BX3177                          STATION RECOVERY (2001)
 BX3177
 BX3177'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX3177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3178 ***********************************************************************
 BX3178  DESIGNATION -  58 V 78
 BX3178  PID         -  BX3178
 BX3178  STATE/COUNTY-  LA/VERNON
 BX3178  USGS QUAD   -  NEW LLANO (1994)
 BX3178
 BX3178                         *CURRENT SURVEY CONTROL
 BX3178  ___________________________________________________________________
 BX3178* NAD 83(1986)-  31 04 57.     (N)    093 16 21.     (W)     SCALED    
 BX3178* NAVD 88     -        79.746  (meters)     261.63   (feet)  ADJUSTED  
 BX3178  ___________________________________________________________________
 BX3178  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX3178  DYNAMIC HT  -          79.646 (meters)     261.31  (feet)  COMP
 BX3178  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 BX3178
 BX3178  VERT ORDER  -  SECOND    CLASS I
 BX3178
 BX3178.The horizontal coordinates were scaled from a topographic map and have
 BX3178.an estimated accuracy of +/- 6 seconds.
 BX3178
 BX3178.The orthometric height was determined by differential leveling
 BX3178.and adjusted by the National Geodetic Survey in February 1994..
 BX3178
 BX3178.The geoid height was determined by GEOID03.
 BX3178
 BX3178.The dynamic height is computed by dividing the NAVD 88
 BX3178.geopotential number by the normal gravity value computed on the
 BX3178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3178.degrees latitude (g = 980.6199 gals.).
 BX3178
 BX3178.The modeled gravity was interpolated from observed gravity values.
 BX3178
 BX3178;                    North         East    Units  Estimated Accuracy
 BX3178;SPC LA N     -    64,850.      926,290.      MT  (+/- 180 meters Scaled)
 BX3178
 BX3178                          SUPERSEDED SURVEY CONTROL
 BX3178
 BX3178.No superseded survey control is available for this station.
 BX3178
 BX3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ740387(NAD 83)
 BX3178_MARKER: DD = SURVEY DISK
 BX3178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3178_SP_SET: HEADWALL
 BX3178_STAMPING: 58V78 1987
 BX3178_MARK LOGO: LADTD 
 BX3178_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3178+STABILITY: SURFACE MOTION
 BX3178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3178+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3178
 BX3178  HISTORY     - Date     Condition        Report By
 BX3178  HISTORY     - 1987     MONUMENTED       LADTD
 BX3178  HISTORY     - 20010331 GOOD             NGS
 BX3178  HISTORY     - 20011125 GOOD             USPSQD
 BX3178
 BX3178                          STATION DESCRIPTION
 BX3178
 BX3178'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3178'THE STATION IS LOCATED ABOUT 26.8 KM (16.7 MI) NORTH OF DERIDDER AND
 BX3178'9.1 KM (5.7 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3178'OF TRANSPORTATION AND DEVELOPMENT.
 BX3178'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3178'HIGWAY 8, IN THE NORTH PART OF LEESVILLE, GO SOUTH FOR 9.1 KM
 BX3178'(5.7 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT SET IN A CONCRETE
 BX3178'HEADWALL,  18.4 M (60.4 FT) SOUTH FROM THE SOUTH END OF A CONCRETE
 BX3178'CULVERT UNDER THE DRIVE LEADING TO THE SPORTSMAN LOUNGE, 2.6 M
 BX3178'(8.5 FT) SOUTH FROM THE NORTH END OF THE HEADWALL, 1.5 M (4.9 FT)
 BX3178'NORTH FROM THE SOUTH END OF THE HEADWALL AND 0.3 M (1.0 FT) SOUTH FROM
 BX3178'A WITNESS POST.  THE STATION IS 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 BX3178'HIGHWAY.
 BX3178
 BX3178                          STATION RECOVERY (2001)
 BX3178
 BX3178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3178
 BX3178                          STATION RECOVERY (2001)
 BX3178
 BX3178'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BX3178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3180 ***********************************************************************
 BX3180  DESIGNATION -  58 V 79
 BX3180  PID         -  BX3180
 BX3180  STATE/COUNTY-  LA/VERNON
 BX3180  USGS QUAD   -  NEW LLANO (1994)
 BX3180
 BX3180                         *CURRENT SURVEY CONTROL
 BX3180  ___________________________________________________________________
 BX3180* NAD 83(1986)-  31 03 09.     (N)    093 16 32.     (W)     SCALED    
 BX3180* NAVD 88     -        68.301  (meters)     224.08   (feet)  ADJUSTED  
 BX3180  ___________________________________________________________________
 BX3180  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BX3180  DYNAMIC HT  -          68.216 (meters)     223.81  (feet)  COMP
 BX3180  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BX3180
 BX3180  VERT ORDER  -  SECOND    CLASS I
 BX3180
 BX3180.The horizontal coordinates were scaled from a topographic map and have
 BX3180.an estimated accuracy of +/- 6 seconds.
 BX3180
 BX3180.The orthometric height was determined by differential leveling
 BX3180.and adjusted by the National Geodetic Survey in February 1994..
 BX3180
 BX3180.The geoid height was determined by GEOID03.
 BX3180
 BX3180.The dynamic height is computed by dividing the NAVD 88
 BX3180.geopotential number by the normal gravity value computed on the
 BX3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3180.degrees latitude (g = 980.6199 gals.).
 BX3180
 BX3180.The modeled gravity was interpolated from observed gravity values.
 BX3180
 BX3180;                    North         East    Units  Estimated Accuracy
 BX3180;SPC LA N     -    61,530.      925,970.      MT  (+/- 180 meters Scaled)
 BX3180
 BX3180                          SUPERSEDED SURVEY CONTROL
 BX3180
 BX3180.No superseded survey control is available for this station.
 BX3180
 BX3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ737354(NAD 83)
 BX3180_MARKER: DD = SURVEY DISK
 BX3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3180_SP_SET: CONCRETE POST
 BX3180_STAMPING: 58V79 1987
 BX3180_MARK LOGO: LADTD 
 BX3180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3180+STABILITY: SURFACE MOTION
 BX3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3180+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3180
 BX3180  HISTORY     - Date     Condition        Report By
 BX3180  HISTORY     - 1987     MONUMENTED       LADTD
 BX3180  HISTORY     - 20010331 GOOD             NGS
 BX3180  HISTORY     - 20011125 GOOD             USPSQD
 BX3180
 BX3180                          STATION DESCRIPTION
 BX3180
 BX3180'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3180'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI) SOUTH OF LEESVILLE AND
 BX3180'23.5 KM (14.6 MI) NORTH OF DERIDDER.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3180'OF TRANSPORTATION AND DEVELOPMENT.
 BX3180'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3180'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO SOUTH FOR 12.4 KM
 BX3180'(7.7 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT SET NEAR A FENCE
 BX3180'CORNER,  32.3 M (106.0 FT) WEST FROM THE CENTER OF THE SOUTH
 BX3180'BOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT) SOUTH FROM A
 BX3180'RIGHT-OF-WAY MARKER, 7.0 M (23.0 FT) SOUTH-SOUTHEAST FROM A POWER
 BX3180'POLE, 0.4 M (1.3 FT) NORTH FROM A WITNESS POST AND 0.3 M (1.0 FT)
 BX3180'NORTHEAST FROM A FENCE CORNER.  THE STATION IS FLUSH WITH THE GROUND
 BX3180'AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3180
 BX3180                          STATION RECOVERY (2001)
 BX3180
 BX3180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3180'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3180
 BX3180                          STATION RECOVERY (2001)
 BX3180
 BX3180'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BX3180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1255 ***********************************************************************
 BX1255  DESIGNATION -  58 V 8 LADH
 BX1255  PID         -  BX1255
 BX1255  STATE/COUNTY-  LA/VERNON
 BX1255  USGS QUAD   -  LACAMP (1978)
 BX1255
 BX1255                         *CURRENT SURVEY CONTROL
 BX1255  ___________________________________________________________________
 BX1255* NAD 83(1986)-  31 14 19.     (N)    092 56 49.     (W)     SCALED    
 BX1255* NAVD 88     -        79.84   (+/-2cm)     261.9    (feet)  VERTCON   
 BX1255  ___________________________________________________________________
 BX1255  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX1255
 BX1255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1255
 BX1255.The horizontal coordinates were scaled from a topographic map and have
 BX1255.an estimated accuracy of +/- 6 seconds.
 BX1255
 BX1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1255.The vertical order pertains to the NGVD 29 superseded value.
 BX1255
 BX1255.The geoid height was determined by GEOID03.
 BX1255
 BX1255;                    North         East    Units  Estimated Accuracy
 BX1255;SPC LA N     -    81,980.      957,420.      MT  (+/- 180 meters Scaled)
 BX1255
 BX1255                          SUPERSEDED SURVEY CONTROL
 BX1255
 BX1255  NGVD 29 (??/??/??)   79.881  (m)          262.08   (f) ADJUSTED    2 0
 BX1255
 BX1255.Superseded values are not recommended for survey control.
 BX1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1255.See file dsdata.txt to determine how the superseded data were derived.
 BX1255
 BX1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ050560(NAD 83)
 BX1255_MARKER: DD = SURVEY DISK
 BX1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1255_STAMPING: 58V8 1969
 BX1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1255+STABILITY: SURFACE MOTION
 BX1255
 BX1255  HISTORY     - Date     Condition        Report By
 BX1255  HISTORY     - 1969     MONUMENTED       LADH
 BX1255  HISTORY     - 19940611 GOOD             USPSQD
 BX1255
 BX1255                          STATION DESCRIPTION
 BX1255
 BX1255'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1255'4.45 MI SE FROM SIMPSON.
 BX1255'ABOUT 4.45 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1255'OFFICE AT SIMPSON.  7.55 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1255'FROM THE RAPIDES AND VERNON PARISH LINE.  0.95 MILES NORTHWEST OF
 BX1255'BENCH MARK 58V7.  74 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY
 BX1255'465.  44 FEET EAST OF A DIRT ROAD LEADING NORTHWEST OFF OF LOUISIANA
 BX1255'HIGHWAY 465.  154 FEET EAST OF A POWER POLE.  8 FEET WEST OF A 14 INCH
 BX1255'PINE TREE.  DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX1255'INCHES.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BX1255
 BX1255                          STATION RECOVERY (1994)
 BX1255
 BX1255'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3181 ***********************************************************************
 BX3181  DESIGNATION -  58 V 80
 BX3181  PID         -  BX3181
 BX3181  STATE/COUNTY-  LA/VERNON
 BX3181  USGS QUAD   -  NEW LLANO (1994)
 BX3181
 BX3181                         *CURRENT SURVEY CONTROL
 BX3181  ___________________________________________________________________
 BX3181* NAD 83(1986)-  31 02 22.     (N)    093 16 24.     (W)     SCALED    
 BX3181* NAVD 88     -        67.906  (meters)     222.79   (feet)  ADJUSTED  
 BX3181  ___________________________________________________________________
 BX3181  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX3181  DYNAMIC HT  -          67.821 (meters)     222.51  (feet)  COMP
 BX3181  MODELED GRAV-     979,391.6   (mgal)                       NAVD 88
 BX3181
 BX3181  VERT ORDER  -  SECOND    CLASS I
 BX3181
 BX3181.The horizontal coordinates were scaled from a topographic map and have
 BX3181.an estimated accuracy of +/- 6 seconds.
 BX3181
 BX3181.The orthometric height was determined by differential leveling
 BX3181.and adjusted by the National Geodetic Survey in February 1994..
 BX3181
 BX3181.The geoid height was determined by GEOID03.
 BX3181
 BX3181.The dynamic height is computed by dividing the NAVD 88
 BX3181.geopotential number by the normal gravity value computed on the
 BX3181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3181.degrees latitude (g = 980.6199 gals.).
 BX3181
 BX3181.The modeled gravity was interpolated from observed gravity values.
 BX3181
 BX3181;                    North         East    Units  Estimated Accuracy
 BX3181;SPC LA N     -    60,080.      926,170.      MT  (+/- 180 meters Scaled)
 BX3181
 BX3181                          SUPERSEDED SURVEY CONTROL
 BX3181
 BX3181.No superseded survey control is available for this station.
 BX3181
 BX3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ739340(NAD 83)
 BX3181_MARKER: DD = SURVEY DISK
 BX3181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3181_SP_SET: CONCRETE POST
 BX3181_STAMPING: 58V80 1987
 BX3181_MARK LOGO: LADTD 
 BX3181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3181+STABILITY: SURFACE MOTION
 BX3181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3181+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3181
 BX3181  HISTORY     - Date     Condition        Report By
 BX3181  HISTORY     - 1987     MONUMENTED       LADTD
 BX3181  HISTORY     - 20010331 GOOD             NGS
 BX3181  HISTORY     - 20011125 GOOD             USPSQD
 BX3181
 BX3181                          STATION DESCRIPTION
 BX3181
 BX3181'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3181'THE STATION IS LOCATED ABOUT 13.8 KM (8.6 MI) SOUTH OF LEESVILLE AND
 BX3181'22.1 KM (13.7 MI) NORTH OF DERIDDER.  OWNERSHIP--VERNON PARISH SCHOOL
 BX3181'BOARD.
 BX3181'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3181'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO SOUTH FOR 13.8 KM
 BX3181'(8.6 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT, SET IN FRONT OF
 BX3181'THE PICKERING HIGH SCHOOL.
 BX3181'THE STATION IS 11.1 M (36.4 FT) NORTHEAST FORM THE THE EAST RAIL OF
 BX3181'THE KANSAS CITY SOUTHERN RAILROAD TRACK, 10.7 M (35.1 FT)
 BX3181'SOUTH-SOUTHEAST FROM THE DRIVE LEADING INTO THE SCHOOL, 3.0 M
 BX3181'(9.8 FT) WEST-SOUTHWEST FROM A CHAIN LINK FENCE, 2.5 M (8.2 FT)
 BX3181'WEST-SOUTHWEST FROM A WITNESS POST AND 1.4 M (4.6 FT) EAST-NORTHEAST
 BX3181'FROM A BRACE POLE.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT
 BX3181'1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3181
 BX3181                          STATION RECOVERY (2001)
 BX3181
 BX3181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3181'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3181
 BX3181                          STATION RECOVERY (2001)
 BX3181
 BX3181'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BX3181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3182 ***********************************************************************
 BX3182  DESIGNATION -  58 V 81
 BX3182  PID         -  BX3182
 BX3182  STATE/COUNTY-  LA/VERNON
 BX3182  USGS QUAD   -  NEW LLANO (1994)
 BX3182
 BX3182                         *CURRENT SURVEY CONTROL
 BX3182  ___________________________________________________________________
 BX3182* NAD 83(1986)-  31 01 36.     (N)    093 16 09.     (W)     SCALED    
 BX3182* NAVD 88     -        67.583  (meters)     221.73   (feet)  ADJUSTED  
 BX3182  ___________________________________________________________________
 BX3182  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX3182  DYNAMIC HT  -          67.498 (meters)     221.45  (feet)  COMP
 BX3182  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 BX3182
 BX3182  VERT ORDER  -  SECOND    CLASS I
 BX3182
 BX3182.The horizontal coordinates were scaled from a topographic map and have
 BX3182.an estimated accuracy of +/- 6 seconds.
 BX3182
 BX3182.The orthometric height was determined by differential leveling
 BX3182.and adjusted by the National Geodetic Survey in February 1994..
 BX3182
 BX3182.The geoid height was determined by GEOID03.
 BX3182
 BX3182.The dynamic height is computed by dividing the NAVD 88
 BX3182.geopotential number by the normal gravity value computed on the
 BX3182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3182.degrees latitude (g = 980.6199 gals.).
 BX3182
 BX3182.The modeled gravity was interpolated from observed gravity values.
 BX3182
 BX3182;                    North         East    Units  Estimated Accuracy
 BX3182;SPC LA N     -    58,660.      926,560.      MT  (+/- 180 meters Scaled)
 BX3182
 BX3182                          SUPERSEDED SURVEY CONTROL
 BX3182
 BX3182.No superseded survey control is available for this station.
 BX3182
 BX3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ743325(NAD 83)
 BX3182_MARKER: DD = SURVEY DISK
 BX3182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3182_SP_SET: CONCRETE POST
 BX3182_STAMPING: 58V81 1987
 BX3182_MARK LOGO: LADTD 
 BX3182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3182+STABILITY: SURFACE MOTION
 BX3182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3182+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3182
 BX3182  HISTORY     - Date     Condition        Report By
 BX3182  HISTORY     - 1987     MONUMENTED       LADTD
 BX3182  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3182
 BX3182                          STATION DESCRIPTION
 BX3182
 BX3182'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3182'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTH OF LEESVILLE AND
 BX3182'20.6 KM (12.8 MI) NORTH OF DERIDDER.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3182'OF TRANSPORTATION AND DEVELOPMENT.
 BX3182'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3182'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO SOUTH FOR 15.3 KM
 BX3182'(9.5 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT, SET NEAR A BRACE
 BX3182'POLE.
 BX3182'THE STATION IS 23.9 M (78.4 FT) SOUTH FROM POWER POLE NUMBER 205, 12.9
 BX3182'M (42.3 FT) EAST FROM THE CENTER OF THE NORTH BOUND LANES OF THE
 BX3182'HIGHWAY, 3.5 M (11.5 FT) SOUTH FROM A BRACE POLE AND 0.3 M (1.0 FT)
 BX3182'WEST FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND
 BX3182'ABOUT LEVEL WITH THE HIGHWAY.
 BX3182
 BX3182                          STATION RECOVERY (2001)
 BX3182
 BX3182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3182'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3183 ***********************************************************************
 BX3183  DESIGNATION -  58 V 82
 BX3183  PID         -  BX3183
 BX3183  STATE/COUNTY-  LA/VERNON
 BX3183  USGS QUAD   -  NEW LLANO (1994)
 BX3183
 BX3183                         *CURRENT SURVEY CONTROL
 BX3183  ___________________________________________________________________
 BX3183* NAD 83(1986)-  31 00 40.     (N)    093 16 36.     (W)     SCALED    
 BX3183* NAVD 88     -        85.469  (meters)     280.41   (feet)  ADJUSTED  
 BX3183  ___________________________________________________________________
 BX3183  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BX3183  DYNAMIC HT  -          85.362 (meters)     280.06  (feet)  COMP
 BX3183  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BX3183
 BX3183  VERT ORDER  -  SECOND    CLASS I
 BX3183
 BX3183.The horizontal coordinates were scaled from a topographic map and have
 BX3183.an estimated accuracy of +/- 6 seconds.
 BX3183
 BX3183.The orthometric height was determined by differential leveling
 BX3183.and adjusted by the National Geodetic Survey in February 1994..
 BX3183
 BX3183.The geoid height was determined by GEOID03.
 BX3183
 BX3183.The dynamic height is computed by dividing the NAVD 88
 BX3183.geopotential number by the normal gravity value computed on the
 BX3183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3183.degrees latitude (g = 980.6199 gals.).
 BX3183
 BX3183.The modeled gravity was interpolated from observed gravity values.
 BX3183
 BX3183;                    North         East    Units  Estimated Accuracy
 BX3183;SPC LA N     -    56,940.      925,830.      MT  (+/- 180 meters Scaled)
 BX3183
 BX3183                          SUPERSEDED SURVEY CONTROL
 BX3183
 BX3183.No superseded survey control is available for this station.
 BX3183
 BX3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ735308(NAD 83)
 BX3183_MARKER: DD = SURVEY DISK
 BX3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3183_SP_SET: CONCRETE POST
 BX3183_STAMPING: 58V82 1987
 BX3183_MARK LOGO: LADTD 
 BX3183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3183+STABILITY: SURFACE MOTION
 BX3183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3183+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX3183
 BX3183  HISTORY     - Date     Condition        Report By
 BX3183  HISTORY     - 1987     MONUMENTED       LADTD
 BX3183  HISTORY     - 20010331 GOOD             NGS
 BX3183
 BX3183                          STATION DESCRIPTION
 BX3183
 BX3183'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3183'THE STATION IS LOCATED ABOUT 17.2 KM (10.7 MI) SOUTH OF LEESVILLE AND
 BX3183'18.7 KM (11.6 MI) NORTH OF DERIDDER.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3183'OF TRANSPORTATION AND DEVELOPMENT.
 BX3183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3183'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO SOUTH FOR 17.2 KM
 BX3183'(10.7 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT OR TO REACH THE
 BX3183'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190, AT THE FIRST
 BX3183'BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 18.7 KM (11.6 MI) ON
 BX3183'HIGHWAY 171 TO THE STATION ON THE LEFT AND JUST NORTH OF THE DRIVE TO
 BX3183'THE LAMAR SATHER VO-TECH SCHOOL.
 BX3183'THE STATION IS 45.0 M (147.6 FT) NORTH-NORTHEAST FROM THE CENTER OF
 BX3183'THE DRIVE, 31.4 M (103.0 FT) NORTHWEST FROM THE CENTER OF THE SOUTH
 BX3183'BOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) EAST FROM A WITNESS POST
 BX3183'AND 1.7 M (5.6 FT) EAST-SOUTHEAST FROM A CHAIN LINK FENCE.  THE
 BX3183'STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3183
 BX3183                          STATION RECOVERY (2001)
 BX3183
 BX3183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3377 ***********************************************************************
 BK3377  DESIGNATION -  58 V 83
 BK3377  PID         -  BK3377
 BK3377  STATE/COUNTY-  LA/VERNON
 BK3377  USGS QUAD   -  ROSEPINE (1994)
 BK3377
 BK3377                         *CURRENT SURVEY CONTROL
 BK3377  ___________________________________________________________________
 BK3377* NAD 83(1986)-  30 59 46.     (N)    093 16 57.     (W)     SCALED    
 BK3377* NAVD 88     -        87.466  (meters)     286.96   (feet)  ADJUSTED  
 BK3377  ___________________________________________________________________
 BK3377  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BK3377  DYNAMIC HT  -          87.357 (meters)     286.60  (feet)  COMP
 BK3377  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 BK3377
 BK3377  VERT ORDER  -  SECOND    CLASS I
 BK3377
 BK3377.The horizontal coordinates were scaled from a topographic map and have
 BK3377.an estimated accuracy of +/- 6 seconds.
 BK3377
 BK3377.The orthometric height was determined by differential leveling
 BK3377.and adjusted by the National Geodetic Survey in February 1994..
 BK3377
 BK3377.The geoid height was determined by GEOID03.
 BK3377
 BK3377.The dynamic height is computed by dividing the NAVD 88
 BK3377.geopotential number by the normal gravity value computed on the
 BK3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3377.degrees latitude (g = 980.6199 gals.).
 BK3377
 BK3377.The modeled gravity was interpolated from observed gravity values.
 BK3377
 BK3377;                    North         East    Units  Estimated Accuracy
 BK3377;SPC LA N     -    55,280.      925,260.      MT  (+/- 180 meters Scaled)
 BK3377
 BK3377                          SUPERSEDED SURVEY CONTROL
 BK3377
 BK3377.No superseded survey control is available for this station.
 BK3377
 BK3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ730292(NAD 83)
 BK3377_MARKER: DD = SURVEY DISK
 BK3377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK3377_SP_SET: HEADWALL
 BK3377_STAMPING: 58V83 1987
 BK3377_MARK LOGO: LADTD 
 BK3377_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3377+STABILITY: SURFACE MOTION
 BK3377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3377+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK3377
 BK3377  HISTORY     - Date     Condition        Report By
 BK3377  HISTORY     - 1987     MONUMENTED       LADTD
 BK3377  HISTORY     - 20010331 GOOD             NGS
 BK3377  HISTORY     - 20011125 GOOD             USPSQD
 BK3377
 BK3377                          STATION DESCRIPTION
 BK3377
 BK3377'DESCRIBED BY LA TRANSP AND DEV 1987
 BK3377'THE STATION IS LOCATED ABOUT 16.8 KM (10.4 MI) NORTH OF DERIDDER AND
 BK3377'19.1 KM (11.9 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA
 BK3377'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3377'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK3377'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 16.8 KM
 BK3377'(10.4 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT.
 BK3377'THE STATION IS 16.3 M (53.5 FT) WEST FROM THE CENTER OF THE SOUTH
 BK3377'BOUND LANES OF THE HIGHWAY, 7.5 M (24.6 FT) SOUTH FROM THE NORTH END
 BK3377'OF THE HEADWALL, 0.6 M (2.0 FT) NORTH FROM A WITNESS POST AND 0.24 M
 BK3377'(0.79 FT) NORTH FROM THE SOUTH END OF THE HEADWALL.  THE STATION IS
 BK3377'ABOUT 0.91 M (2.99 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BK3377
 BK3377                          STATION RECOVERY (2001)
 BK3377
 BK3377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3377'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3377
 BK3377                          STATION RECOVERY (2001)
 BK3377
 BK3377'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3378 ***********************************************************************
 BK3378  DESIGNATION -  58 V 84
 BK3378  PID         -  BK3378
 BK3378  STATE/COUNTY-  LA/VERNON
 BK3378  USGS QUAD   -  ROSEPINE (1994)
 BK3378
 BK3378                         *CURRENT SURVEY CONTROL
 BK3378  ___________________________________________________________________
 BK3378* NAD 83(1986)-  30 58 59.     (N)    093 17 03.     (W)     SCALED    
 BK3378* NAVD 88     -        91.653  (meters)     300.70   (feet)  ADJUSTED  
 BK3378  ___________________________________________________________________
 BK3378  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BK3378  DYNAMIC HT  -          91.538 (meters)     300.32  (feet)  COMP
 BK3378  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 BK3378
 BK3378  VERT ORDER  -  SECOND    CLASS I
 BK3378
 BK3378.The horizontal coordinates were scaled from a topographic map and have
 BK3378.an estimated accuracy of +/- 6 seconds.
 BK3378
 BK3378.The orthometric height was determined by differential leveling
 BK3378.and adjusted by the National Geodetic Survey in February 1994..
 BK3378
 BK3378.The geoid height was determined by GEOID03.
 BK3378
 BK3378.The dynamic height is computed by dividing the NAVD 88
 BK3378.geopotential number by the normal gravity value computed on the
 BK3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3378.degrees latitude (g = 980.6199 gals.).
 BK3378
 BK3378.The modeled gravity was interpolated from observed gravity values.
 BK3378
 BK3378;                    North         East    Units  Estimated Accuracy
 BK3378;SPC LA N     -    53,830.      925,090.      MT  (+/- 180 meters Scaled)
 BK3378
 BK3378                          SUPERSEDED SURVEY CONTROL
 BK3378
 BK3378.No superseded survey control is available for this station.
 BK3378
 BK3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ728277(NAD 83)
 BK3378_MARKER: DD = SURVEY DISK
 BK3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3378_SP_SET: CONCRETE POST
 BK3378_STAMPING: 58V84 1987
 BK3378_MARK LOGO: LADTD 
 BK3378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3378+STABILITY: SURFACE MOTION
 BK3378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3378+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK3378
 BK3378  HISTORY     - Date     Condition        Report By
 BK3378  HISTORY     - 1987     MONUMENTED       LADTD
 BK3378  HISTORY     - 20010331 GOOD             NGS
 BK3378  HISTORY     - 20011125 GOOD             USPSQD
 BK3378
 BK3378                          STATION DESCRIPTION
 BK3378
 BK3378'DESCRIBED BY LA TRANSP AND DEV 1987
 BK3378'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) NORTH OF DERIDDER AND
 BK3378'20.6 KM (12.8 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA
 BK3378'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK3378'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 15.3 KM
 BK3378'(9.5 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT.
 BK3378'THE STATION IS  29.1 M (95.5 FT) WEST FROM THE CENTER OF THE SOUTH
 BK3378'BOUND LANES OF THE HIGHWAY, 3.7 M (12.1 FT) EAST FROM A POWER POLE,
 BK3378'3.35 M (10.99 FT) EAST FROM A BARBED WIRE FENCE AND 3.2 M (10.5 FT)
 BK3378'EAST FROM A WITNESS POST.  THE STATION IS RECESSED 12.7 CM (5 INCHES)
 BK3378'BELOW THE GROUND AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BK3378
 BK3378                          STATION RECOVERY (2001)
 BK3378
 BK3378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3378'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3378
 BK3378                          STATION RECOVERY (2001)
 BK3378
 BK3378'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3379 ***********************************************************************
 BK3379  DESIGNATION -  58 V 85
 BK3379  PID         -  BK3379
 BK3379  STATE/COUNTY-  LA/VERNON
 BK3379  USGS QUAD   -  ROSEPINE (1994)
 BK3379
 BK3379                         *CURRENT SURVEY CONTROL
 BK3379  ___________________________________________________________________
 BK3379* NAD 83(1986)-  30 58 09.     (N)    093 16 57.     (W)     SCALED    
 BK3379* NAVD 88     -        76.609  (meters)     251.34   (feet)  ADJUSTED  
 BK3379  ___________________________________________________________________
 BK3379  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BK3379  DYNAMIC HT  -          76.513 (meters)     251.03  (feet)  COMP
 BK3379  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 BK3379
 BK3379  VERT ORDER  -  SECOND    CLASS I
 BK3379
 BK3379.The horizontal coordinates were scaled from a topographic map and have
 BK3379.an estimated accuracy of +/- 6 seconds.
 BK3379
 BK3379.The orthometric height was determined by differential leveling
 BK3379.and adjusted by the National Geodetic Survey in February 1994..
 BK3379
 BK3379.The geoid height was determined by GEOID03.
 BK3379
 BK3379.The dynamic height is computed by dividing the NAVD 88
 BK3379.geopotential number by the normal gravity value computed on the
 BK3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3379.degrees latitude (g = 980.6199 gals.).
 BK3379
 BK3379.The modeled gravity was interpolated from observed gravity values.
 BK3379
 BK3379;                    North         East    Units  Estimated Accuracy
 BK3379;SPC LA N     -    52,290.      925,240.      MT  (+/- 180 meters Scaled)
 BK3379
 BK3379                          SUPERSEDED SURVEY CONTROL
 BK3379
 BK3379.No superseded survey control is available for this station.
 BK3379
 BK3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ730262(NAD 83)
 BK3379_MARKER: DD = SURVEY DISK
 BK3379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK3379_SP_SET: HEADWALL
 BK3379_STAMPING: 58V85 1987
 BK3379_MARK LOGO: LADTD 
 BK3379_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3379+STABILITY: SURFACE MOTION
 BK3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3379+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK3379
 BK3379  HISTORY     - Date     Condition        Report By
 BK3379  HISTORY     - 1987     MONUMENTED       LADTD
 BK3379  HISTORY     - 20010331 GOOD             NGS
 BK3379  HISTORY     - 20011125 GOOD             USPSQD
 BK3379
 BK3379                          STATION DESCRIPTION
 BK3379
 BK3379'DESCRIBED BY LA TRANSP AND DEV 1987
 BK3379'THE STATION IS LOCATED ABOUT 13.8 KM (8.6 MI) NORTH OF DERIDDER AND
 BK3379'22.1 KM (13.7 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA
 BK3379'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3379'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK3379'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 13.8 KM
 BK3379'(8.6 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT.
 BK3379'THE STATION IS 26.0 M (85.3 FT) NORTH FROM THE EAST END OF A 1.52 M
 BK3379'(4.99 FT) CONCRETE CULVERT UNDER THE HIGHWAY, 10.8 M (35.4 FT) EAST
 BK3379'FROM THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 3.1 M
 BK3379'(10.2 FT) NORTH FROM THE SOUTH END OF THE HEADWALL, 1.6 M (5.2 FT)
 BK3379'SOUTH FROM A WITNESS POST AND 1.5 M (4.9 FT) SOUTH FROM THE NORTH END
 BK3379'OF THE HEADWALL.  THE STATION IS 1.2 M (3.9 FT) BELOW THE LEVEL OF
 BK3379'THE HIGHWAY.
 BK3379
 BK3379                          STATION RECOVERY (2001)
 BK3379
 BK3379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3379'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3379
 BK3379                          STATION RECOVERY (2001)
 BK3379
 BK3379'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3381 ***********************************************************************
 BK3381  DESIGNATION -  58 V 86
 BK3381  PID         -  BK3381
 BK3381  STATE/COUNTY-  LA/VERNON
 BK3381  USGS QUAD   -  ROSEPINE (1994)
 BK3381
 BK3381                         *CURRENT SURVEY CONTROL
 BK3381  ___________________________________________________________________
 BK3381* NAD 83(1986)-  30 55 42.     (N)    093 16 53.     (W)     SCALED    
 BK3381* NAVD 88     -        69.029  (meters)     226.47   (feet)  ADJUSTED  
 BK3381  ___________________________________________________________________
 BK3381  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BK3381  DYNAMIC HT  -          68.942 (meters)     226.19  (feet)  COMP
 BK3381  MODELED GRAV-     979,380.7   (mgal)                       NAVD 88
 BK3381
 BK3381  VERT ORDER  -  SECOND    CLASS I
 BK3381
 BK3381.The horizontal coordinates were scaled from a topographic map and have
 BK3381.an estimated accuracy of +/- 6 seconds.
 BK3381
 BK3381.The orthometric height was determined by differential leveling
 BK3381.and adjusted by the National Geodetic Survey in February 1994..
 BK3381
 BK3381.The geoid height was determined by GEOID03.
 BK3381
 BK3381.The dynamic height is computed by dividing the NAVD 88
 BK3381.geopotential number by the normal gravity value computed on the
 BK3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3381.degrees latitude (g = 980.6199 gals.).
 BK3381
 BK3381.The modeled gravity was interpolated from observed gravity values.
 BK3381
 BK3381;                    North         East    Units  Estimated Accuracy
 BK3381;SPC LA N     -    47,760.      925,310.      MT  (+/- 180 meters Scaled)
 BK3381
 BK3381                          SUPERSEDED SURVEY CONTROL
 BK3381
 BK3381.No superseded survey control is available for this station.
 BK3381
 BK3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ731216(NAD 83)
 BK3381_MARKER: DD = SURVEY DISK
 BK3381_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BK3381_SP_SET: SIGNAL TOWER FOOTING
 BK3381_STAMPING: 58V86 1987
 BK3381_MARK LOGO: LADTD 
 BK3381_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3381+STABILITY: SURFACE MOTION
 BK3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3381+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK3381
 BK3381  HISTORY     - Date     Condition        Report By
 BK3381  HISTORY     - 1987     MONUMENTED       LADTD
 BK3381  HISTORY     - 20010331 GOOD             NGS
 BK3381  HISTORY     - 20011125 GOOD             USPSQD
 BK3381
 BK3381                          STATION DESCRIPTION
 BK3381
 BK3381'DESCRIBED BY LA TRANSP AND DEV 1987
 BK3381'THE STATION IS LOCATED ABOUT 9.4 KM (5.8 MI) NORTH OF DERIDDER AND
 BK3381'26.5 KM (16.5 MI) SOUTH OF LEESVILLE.  OWNERSHIP--KANSAS CITY
 BK3381'SOUTHERN RAILROAD.
 BK3381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK3381'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 9.4 KM
 BK3381'(5.8 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT SET IN THE
 BK3381'FOOTING FOR A SIGNAL TOWER FOR THE RAILROAD.
 BK3381'THE STATION IS 25.3 M (83.0 FT) EAST FROM THE CENTER OF THE NORTH
 BK3381'BOUND LANES OF THE HIGHWAY, 3.9 M (12.8 FT) WEST FROM THE WEST RAIL
 BK3381'OF THE RAILROAD TRACKS AND 1.5 M (4.9 FT) EAST FROM A WITNESS POST.
 BK3381'THE STATION IS ABOUT LEVEL WITH THE HIGHWAY.
 BK3381
 BK3381                          STATION RECOVERY (2001)
 BK3381
 BK3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3381'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3381
 BK3381                          STATION RECOVERY (2001)
 BK3381
 BK3381'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3382 ***********************************************************************
 BK3382  DESIGNATION -  58 V 87
 BK3382  PID         -  BK3382
 BK3382  STATE/COUNTY-  LA/VERNON
 BK3382  USGS QUAD   -  ROSEPINE (1994)
 BK3382
 BK3382                         *CURRENT SURVEY CONTROL
 BK3382  ___________________________________________________________________
 BK3382* NAD 83(1986)-  30 54 51.     (N)    093 17 02.     (W)     SCALED    
 BK3382* NAVD 88     -        64.080  (meters)     210.24   (feet)  ADJUSTED  
 BK3382  ___________________________________________________________________
 BK3382  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BK3382  DYNAMIC HT  -          63.999 (meters)     209.97  (feet)  COMP
 BK3382  MODELED GRAV-     979,379.3   (mgal)                       NAVD 88
 BK3382
 BK3382  VERT ORDER  -  SECOND    CLASS I
 BK3382
 BK3382.The horizontal coordinates were scaled from a topographic map and have
 BK3382.an estimated accuracy of +/- 6 seconds.
 BK3382
 BK3382.The orthometric height was determined by differential leveling
 BK3382.and adjusted by the National Geodetic Survey in February 1994..
 BK3382
 BK3382.The geoid height was determined by GEOID03.
 BK3382
 BK3382.The dynamic height is computed by dividing the NAVD 88
 BK3382.geopotential number by the normal gravity value computed on the
 BK3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3382.degrees latitude (g = 980.6199 gals.).
 BK3382
 BK3382.The modeled gravity was interpolated from observed gravity values.
 BK3382
 BK3382;                    North         East    Units  Estimated Accuracy
 BK3382;SPC LA N     -    46,190.      925,060.      MT  (+/- 180 meters Scaled)
 BK3382
 BK3382                          SUPERSEDED SURVEY CONTROL
 BK3382
 BK3382.No superseded survey control is available for this station.
 BK3382
 BK3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ728201(NAD 83)
 BK3382_MARKER: DD = SURVEY DISK
 BK3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3382_SP_SET: CONCRETE POST
 BK3382_STAMPING: 58V87 1987
 BK3382_MARK LOGO: LADTD 
 BK3382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3382+STABILITY: SURFACE MOTION
 BK3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3382+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK3382
 BK3382  HISTORY     - Date     Condition        Report By
 BK3382  HISTORY     - 1987     MONUMENTED       LADTD
 BK3382  HISTORY     - 20010331 GOOD             NGS
 BK3382  HISTORY     - 20011125 GOOD             USPSQD
 BK3382
 BK3382                          STATION DESCRIPTION
 BK3382
 BK3382'DESCRIBED BY LA TRANSP AND DEV 1987
 BK3382'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI) NORTH OF DERIDDER AND
 BK3382'28.2 KM (17.5 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA
 BK3382'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK3382'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 7.7 KM
 BK3382'(4.8 MI) ON HIGHWAY 171 TO THE MARK ON THE LEFT JUST SOUTH OF HALL
 BK3382'STREET,  32.2 M (105.6 FT) SOUTH-SOUTHEAST FROM A FIRE HYDRANT,
 BK3382'31.1 M (102.0 FT) NORTH-NORTHEAST FROM A 5-STRAND BARBED WIRE FENCE,
 BK3382'23.8 M (78.1 FT) SOUTH FROM THE CENTER OF HALL STREET (A GRAVELED
 BK3382'ROAD), 19.7 M (64.6 FT) WEST FROM THE CENTER OF THE SOUTH BOUND LANES
 BK3382'OF THE HIGHWAY AND 0.61 M (2.00 FT) NORTH FROM A WITNESS POST.  THE
 BK3382'STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BK3382
 BK3382                          STATION RECOVERY (2001)
 BK3382
 BK3382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3382'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3382
 BK3382                          STATION RECOVERY (2001)
 BK3382
 BK3382'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3383 ***********************************************************************
 BK3383  DESIGNATION -  58 V 88
 BK3383  PID         -  BK3383
 BK3383  STATE/COUNTY-  LA/VERNON
 BK3383  USGS QUAD   -  ROSEPINE (1994)
 BK3383
 BK3383                         *CURRENT SURVEY CONTROL
 BK3383  ___________________________________________________________________
 BK3383* NAD 83(1986)-  30 54 03.     (N)    093 17 19.     (W)     SCALED    
 BK3383* NAVD 88     -        55.836  (meters)     183.19   (feet)  ADJUSTED  
 BK3383  ___________________________________________________________________
 BK3383  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BK3383  DYNAMIC HT  -          55.766 (meters)     182.96  (feet)  COMP
 BK3383  MODELED GRAV-     979,378.0   (mgal)                       NAVD 88
 BK3383
 BK3383  VERT ORDER  -  SECOND    CLASS I
 BK3383
 BK3383.The horizontal coordinates were scaled from a topographic map and have
 BK3383.an estimated accuracy of +/- 6 seconds.
 BK3383
 BK3383.The orthometric height was determined by differential leveling
 BK3383.and adjusted by the National Geodetic Survey in February 1994..
 BK3383
 BK3383.The geoid height was determined by GEOID03.
 BK3383
 BK3383.The dynamic height is computed by dividing the NAVD 88
 BK3383.geopotential number by the normal gravity value computed on the
 BK3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3383.degrees latitude (g = 980.6199 gals.).
 BK3383
 BK3383.The modeled gravity was interpolated from observed gravity values.
 BK3383
 BK3383;                    North         East    Units  Estimated Accuracy
 BK3383;SPC LA N     -    44,720.      924,600.      MT  (+/- 180 meters Scaled)
 BK3383
 BK3383                          SUPERSEDED SURVEY CONTROL
 BK3383
 BK3383.No superseded survey control is available for this station.
 BK3383
 BK3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ724186(NAD 83)
 BK3383_MARKER: DD = SURVEY DISK
 BK3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3383_SP_SET: CONCRETE POST
 BK3383_STAMPING: 58V88 1987
 BK3383_MARK LOGO: LADTD 
 BK3383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3383+STABILITY: SURFACE MOTION
 BK3383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3383+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK3383
 BK3383  HISTORY     - Date     Condition        Report By
 BK3383  HISTORY     - 1987     MONUMENTED       LADTD
 BK3383  HISTORY     - 20010331 GOOD             NGS
 BK3383  HISTORY     - 20011125 GOOD             USPSQD
 BK3383
 BK3383                          STATION DESCRIPTION
 BK3383
 BK3383'DESCRIBED BY LA TRANSP AND DEV 1987
 BK3383'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) NORTH OF DERIDDER AND
 BK3383'29.8 KM (18.5 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA
 BK3383'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3383'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK3383'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 6.1 KM
 BK3383'(3.8 MI) ON HIGHWAY 171 TO THE MARK ON THE LEFT JUST SOUTH OF THE
 BK3383'JUNCTION WITH STATE HIGHWAY 13.
 BK3383'THE STATION IS 76.2 M (250.0 FT) SOUTH FROM HIGHWAY 13, 25.3 M
 BK3383'(83.0 FT) NORTH FROM POWER POLE NUMBER 51, 17.0 M (55.8 FT) WEST FROM
 BK3383'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 171 AND 0.8 M
 BK3383'(2.6 FT) NORTH-NORTHWEST FROM A WITNESS POST.  THE STATION IS FLUSH
 BK3383'WITH THE GROUND AND 0.31 M (1.02 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BK3383
 BK3383                          STATION RECOVERY (2001)
 BK3383
 BK3383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3383'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3383
 BK3383                          STATION RECOVERY (2001)
 BK3383
 BK3383'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3384 ***********************************************************************
 BK3384  DESIGNATION -  58 V 89
 BK3384  PID         -  BK3384
 BK3384  STATE/COUNTY-  LA/VERNON
 BK3384  USGS QUAD   -  ROSEPINE (1994)
 BK3384
 BK3384                         *CURRENT SURVEY CONTROL
 BK3384  ___________________________________________________________________
 BK3384* NAD 83(1986)-  30 53 07.     (N)    093 17 05.     (W)     SCALED    
 BK3384* NAVD 88     -        61.606  (meters)     202.12   (feet)  ADJUSTED  
 BK3384  ___________________________________________________________________
 BK3384  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BK3384  DYNAMIC HT  -          61.528 (meters)     201.86  (feet)  COMP
 BK3384  MODELED GRAV-     979,376.6   (mgal)                       NAVD 88
 BK3384
 BK3384  VERT ORDER  -  SECOND    CLASS I
 BK3384
 BK3384.The horizontal coordinates were scaled from a topographic map and have
 BK3384.an estimated accuracy of +/- 6 seconds.
 BK3384
 BK3384.The orthometric height was determined by differential leveling
 BK3384.and adjusted by the National Geodetic Survey in February 1994..
 BK3384
 BK3384.The geoid height was determined by GEOID03.
 BK3384
 BK3384.The dynamic height is computed by dividing the NAVD 88
 BK3384.geopotential number by the normal gravity value computed on the
 BK3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3384.degrees latitude (g = 980.6199 gals.).
 BK3384
 BK3384.The modeled gravity was interpolated from observed gravity values.
 BK3384
 BK3384;                    North         East    Units  Estimated Accuracy
 BK3384;SPC LA N     -    42,990.      924,960.      MT  (+/- 180 meters Scaled)
 BK3384
 BK3384                          SUPERSEDED SURVEY CONTROL
 BK3384
 BK3384.No superseded survey control is available for this station.
 BK3384
 BK3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ727169(NAD 83)
 BK3384_MARKER: DD = SURVEY DISK
 BK3384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK3384_SP_SET: HEADWALL
 BK3384_STAMPING: 58V89 1987
 BK3384_MARK LOGO: LADTD 
 BK3384_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3384+STABILITY: SURFACE MOTION
 BK3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3384+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK3384
 BK3384  HISTORY     - Date     Condition        Report By
 BK3384  HISTORY     - 1987     MONUMENTED       LADTD
 BK3384  HISTORY     - 20010331 GOOD             NGS
 BK3384  HISTORY     - 20011125 GOOD             USPSQD
 BK3384
 BK3384                          STATION DESCRIPTION
 BK3384
 BK3384'DESCRIBED BY LA TRANSP AND DEV 1987
 BK3384'THE STATION IS LOCATED IN THE NORTHERN PART OF DERIDDER AT THE HEBERT
 BK3384'HOME CENTER STORE.  OWNERSHIP--HEBERT HOME CENTER.
 BK3384'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK3384'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 4.2 KM
 BK3384'(2.6 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT SET IN A DRILL
 BK3384'HOLE IN THE FOOTING FOR THE HEBERT HOME CENTER SIGN.
 BK3384'THE STATION IS 15.8 M (51.8 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 BK3384'NORTH BOUND LANES OF THE HIGHWAY, 11.7 M (38.4 FT) WEST FROM A
 BK3384'RIGHT-OF-WAY MARKER, 0.45 M (1.48 FT) SOUTH-SOUTHEAST FROM TELEPHONE
 BK3384'JUNCTION BOX NUMBER 50 AND 0.2 M (0.7 FT) SOUTH-SOUTHEAST FROM A
 BK3384'WITNESS POST.  THE STATION IS ABOUT 0.91 M (2.99 FT) ABOVE THE LEVEL
 BK3384'OF THE HIGHWAY.
 BK3384
 BK3384                          STATION RECOVERY (2001)
 BK3384
 BK3384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3384'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3384
 BK3384                          STATION RECOVERY (2001)
 BK3384
 BK3384'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1256 ***********************************************************************
 BX1256  DESIGNATION -  58 V 9 LADH
 BX1256  PID         -  BX1256
 BX1256  STATE/COUNTY-  LA/VERNON
 BX1256  USGS QUAD   -  LACAMP (1978)
 BX1256
 BX1256                         *CURRENT SURVEY CONTROL
 BX1256  ___________________________________________________________________
 BX1256* NAD 83(1986)-  31 14 39.     (N)    092 57 45.     (W)     SCALED    
 BX1256* NAVD 88     -        82.20   (+/-2cm)     269.7    (feet)  VERTCON   
 BX1256  ___________________________________________________________________
 BX1256  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX1256
 BX1256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1256
 BX1256.The horizontal coordinates were scaled from a topographic map and have
 BX1256.an estimated accuracy of +/- 6 seconds.
 BX1256
 BX1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1256.The vertical order pertains to the NGVD 29 superseded value.
 BX1256
 BX1256.The geoid height was determined by GEOID03.
 BX1256
 BX1256;                    North         East    Units  Estimated Accuracy
 BX1256;SPC LA N     -    82,610.      955,940.      MT  (+/- 180 meters Scaled)
 BX1256
 BX1256                          SUPERSEDED SURVEY CONTROL
 BX1256
 BX1256  NGVD 29 (??/??/??)   82.238  (m)          269.81   (f) ADJUSTED    2 0
 BX1256
 BX1256.Superseded values are not recommended for survey control.
 BX1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1256.See file dsdata.txt to determine how the superseded data were derived.
 BX1256
 BX1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ035566(NAD 83)
 BX1256_MARKER: DD = SURVEY DISK
 BX1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1256_STAMPING: 58V9 1969
 BX1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1256+STABILITY: SURFACE MOTION
 BX1256
 BX1256  HISTORY     - Date     Condition        Report By
 BX1256  HISTORY     - 1969     MONUMENTED       LADH
 BX1256  HISTORY     - 1977     MARK NOT FOUND   USGS
 BX1256  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1256
 BX1256                          STATION DESCRIPTION
 BX1256
 BX1256'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BX1256'3.45 MI SE FROM SIMPSON.
 BX1256'ABOUT 3.45 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1256'OFFICE AT SIMPSON.  9.95 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 465
 BX1256'FROM THE POST OFFICE AT SIEPER.  8.55 MILES NORTHWEST ALONG LOUISIANA
 BX1256'HIGHWAY 465 FROM THE RAPIDES AND VERNON PARISH LINE.  1.0 MILE
 BX1256'NORTHWEST OF BENCH MARK 58V8.  66 FEET NORTH OF CENTERLINE OF
 BX1256'LOUISIANA HIGHWAY 465.  99 FEET WEST OF A DIRT ROAD LEADING NORTH OFF
 BX1256'OF LOUISIANA HIGHWAY 465.  99 FEET EAST NORTHEAST OF A POWER POLE. 17
 BX1256'FEET NORTHEAST OF A 15 INCH PINE TREE.  19 FEET NORTHWEST OF A 14 INCH
 BX1256'RED OAK TREE.  DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX1256'INCHES.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BX1256
 BX1256                          STATION RECOVERY (1977)
 BX1256
 BX1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BX1256'MARK NOT FOUND.
 BX1256
 BX1256                          STATION RECOVERY (1994)
 BX1256
 BX1256'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8361 ***********************************************************************
 AF8361  DESIGNATION -  58 V 90
 AF8361  PID         -  AF8361
 AF8361  STATE/COUNTY-  LA/VERNON
 AF8361  USGS QUAD   -  LEESVILLE (1994)
 AF8361
 AF8361                         *CURRENT SURVEY CONTROL
 AF8361  ___________________________________________________________________
 AF8361* NAD 83(1986)-  31 08 35.     (N)    093 16 43.     (W)     SCALED    
 AF8361* NAVD 88     -        73.303  (meters)     240.49   (feet)  ADJUSTED  
 AF8361  ___________________________________________________________________
 AF8361  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AF8361  DYNAMIC HT  -          73.212 (meters)     240.20  (feet)  COMP
 AF8361  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 AF8361
 AF8361  VERT ORDER  -  SECOND    CLASS I
 AF8361
 AF8361.The horizontal coordinates were scaled from a topographic map and have
 AF8361.an estimated accuracy of +/- 6 seconds.
 AF8361
 AF8361.The orthometric height was determined by differential leveling
 AF8361.and adjusted by the National Geodetic Survey in September 1998..
 AF8361
 AF8361.The geoid height was determined by GEOID03.
 AF8361
 AF8361.The dynamic height is computed by dividing the NAVD 88
 AF8361.geopotential number by the normal gravity value computed on the
 AF8361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8361.degrees latitude (g = 980.6199 gals.).
 AF8361
 AF8361.The modeled gravity was interpolated from observed gravity values.
 AF8361
 AF8361;                    North         East    Units  Estimated Accuracy
 AF8361;SPC LA N     -    71,570.      925,750.      MT  (+/- 180 meters Scaled)
 AF8361
 AF8361                          SUPERSEDED SURVEY CONTROL
 AF8361
 AF8361.No superseded survey control is available for this station.
 AF8361
 AF8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ734454(NAD 83)
 AF8361_MARKER: DD = SURVEY DISK
 AF8361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8361_SP_SET: HEADWALL
 AF8361_STAMPING: 58V90 1992
 AF8361_MARK LOGO: LADH  
 AF8361_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8361+STABILITY: SURFACE MOTION
 AF8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8361+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8361
 AF8361  HISTORY     - Date     Condition        Report By
 AF8361  HISTORY     - 1992     MONUMENTED       LADTD
 AF8361  HISTORY     - 20010331 GOOD             NGS
 AF8361
 AF8361                          STATION DESCRIPTION
 AF8361
 AF8361'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8361'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF LEESVILLE, 5.0 MI
 AF8361'(8.0 KM) EAST-NORTHEAST OF CANEY AND 6.0 MI (9.7 KM) SOUTH-SOUTHEAST
 AF8361'OF ANACOCO.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8361'DEVELOPMENT. TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 AF8361'HIGHWAY 8 AND U.S.  HIGHWAY 171 IN LEESVILLE, GO WEST FOR 0.8 MI (1.3
 AF8361'KM) ON HIGHWAY 8 TO THE STATION SET ON THE RIGHT IN A HEADWALL. THE
 AF8361'STATION IS 69.5 FT (21.2 M) WEST FROM POWER POLE NUMBER 25319, 56.5 FT
 AF8361'(17.2 M) EAST FROM POWER POLE NUMBER 25514, 55.5 FT (16.9 M) WEST FROM
 AF8361'THE EAST END OF THE HEADWALL, 31.0 FT (9.4 M) NORTH-NORTHWEST FROM THE
 AF8361'CENTER OF THE HIGHWAY, 21.0 FT (6.4 M) EAST FROM THE WEST END OF THE
 AF8361'HEADWALL, FLUSH WITH THE HEADWALL AND ABOUT 1.0 FT (0.3 M) BELOW THE
 AF8361'LEVEL OF THE HIGHWAY.
 AF8361
 AF8361                          STATION RECOVERY (2001)
 AF8361
 AF8361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AF8361'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8362 ***********************************************************************
 AF8362  DESIGNATION -  58 V 91
 AF8362  PID         -  AF8362
 AF8362  STATE/COUNTY-  LA/VERNON
 AF8362  USGS QUAD   -  LEESVILLE (1994)
 AF8362
 AF8362                         *CURRENT SURVEY CONTROL
 AF8362  ___________________________________________________________________
 AF8362* NAD 83(1986)-  31 08 32.     (N)    093 17 37.     (W)     SCALED    
 AF8362* NAVD 88     -        90.383  (meters)     296.53   (feet)  ADJUSTED  
 AF8362  ___________________________________________________________________
 AF8362  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AF8362  DYNAMIC HT  -          90.271 (meters)     296.16  (feet)  COMP
 AF8362  MODELED GRAV-     979,396.8   (mgal)                       NAVD 88
 AF8362
 AF8362  VERT ORDER  -  SECOND    CLASS I
 AF8362
 AF8362.The horizontal coordinates were scaled from a topographic map and have
 AF8362.an estimated accuracy of +/- 6 seconds.
 AF8362
 AF8362.The orthometric height was determined by differential leveling
 AF8362.and adjusted by the National Geodetic Survey in September 1998..
 AF8362
 AF8362.The geoid height was determined by GEOID03.
 AF8362
 AF8362.The dynamic height is computed by dividing the NAVD 88
 AF8362.geopotential number by the normal gravity value computed on the
 AF8362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8362.degrees latitude (g = 980.6199 gals.).
 AF8362
 AF8362.The modeled gravity was interpolated from observed gravity values.
 AF8362
 AF8362;                    North         East    Units  Estimated Accuracy
 AF8362;SPC LA N     -    71,490.      924,320.      MT  (+/- 180 meters Scaled)
 AF8362
 AF8362                          SUPERSEDED SURVEY CONTROL
 AF8362
 AF8362.No superseded survey control is available for this station.
 AF8362
 AF8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ720454(NAD 83)
 AF8362_MARKER: DD = SURVEY DISK
 AF8362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8362_STAMPING: 58V91 1992
 AF8362_MARK LOGO: LADH  
 AF8362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8362+STABILITY: SURFACE MOTION
 AF8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8362+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8362
 AF8362  HISTORY     - Date     Condition        Report By
 AF8362  HISTORY     - 1992     MONUMENTED       LADTD
 AF8362  HISTORY     - 20010331 GOOD             NGS
 AF8362
 AF8362                          STATION DESCRIPTION
 AF8362
 AF8362'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8362'THE STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) WEST OF LEESVILLE, 4.5 MI
 AF8362'(7.2 KM) EAST-NORTHEAST OF CANEY, 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF
 AF8362'ANACOCO.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8362'DEVELOPMENT.  TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 AF8362'HIGHWAY 8 AND U.S.  HIGHWAY 171 IN LEESVILLE, GO WEST FOR 1.7 MI (2.7
 AF8362'KM) ON HIGHWAY 8 TO THE STATION SET ON THE LEFT AND NORTH OF THE
 AF8362'JUNCTION OF TOWER STREET LEADING EAST.  THE STATION IS 83.5 FT (25.5
 AF8362'M) EAST FROM THE CENTER OF TOWER STREET, 76.5 FT (23.3 M)
 AF8362'EAST-NORTHEAST FROM A POWER POLE WITH SIX (6) GUY WIRES, 61.0 FT (18.6
 AF8362'M) EAST-SOUTHEAST FROM THE EAST END OF AN 18 INCH CONCRETE CULVERT
 AF8362'UNDER TOWER STREET, 53.0 FT (16.2 M) SOUTH-SOUTHWEST FROM THE CENTER
 AF8362'OF THE HIGHWAY, 1.5 FT (0.5 M) NORTHEAST FROM A METAL WITNESS POST
 AF8362'WITH A SIGN ATTACHED AND A RIGHT-OF-WAY MARKER, FLUSH WITH THE GROUND
 AF8362'SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 AF8362
 AF8362                          STATION RECOVERY (2001)
 AF8362
 AF8362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AF8362'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8363 ***********************************************************************
 AF8363  DESIGNATION -  58 V 92
 AF8363  PID         -  AF8363
 AF8363  STATE/COUNTY-  LA/VERNON
 AF8363  USGS QUAD   -  LEESVILLE (1994)
 AF8363
 AF8363                         *CURRENT SURVEY CONTROL
 AF8363  ___________________________________________________________________
 AF8363* NAD 83(1986)-  31 09 00.     (N)    093 18 54.     (W)     SCALED    
 AF8363* NAVD 88     -        67.167  (meters)     220.36   (feet)  ADJUSTED  
 AF8363  ___________________________________________________________________
 AF8363  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AF8363  DYNAMIC HT  -          67.083 (meters)     220.09  (feet)  COMP
 AF8363  MODELED GRAV-     979,394.0   (mgal)                       NAVD 88
 AF8363
 AF8363  VERT ORDER  -  SECOND    CLASS I
 AF8363
 AF8363.The horizontal coordinates were scaled from a topographic map and have
 AF8363.an estimated accuracy of +/- 6 seconds.
 AF8363
 AF8363.The orthometric height was determined by differential leveling
 AF8363.and adjusted by the National Geodetic Survey in September 1998..
 AF8363
 AF8363.The geoid height was determined by GEOID03.
 AF8363
 AF8363.The dynamic height is computed by dividing the NAVD 88
 AF8363.geopotential number by the normal gravity value computed on the
 AF8363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8363.degrees latitude (g = 980.6199 gals.).
 AF8363
 AF8363.The modeled gravity was interpolated from observed gravity values.
 AF8363
 AF8363;                    North         East    Units  Estimated Accuracy
 AF8363;SPC LA N     -    72,360.      922,290.      MT  (+/- 180 meters Scaled)
 AF8363
 AF8363                          SUPERSEDED SURVEY CONTROL
 AF8363
 AF8363.No superseded survey control is available for this station.
 AF8363
 AF8363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ699462(NAD 83)
 AF8363_MARKER: DD = SURVEY DISK
 AF8363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8363_STAMPING: 58V92 1992
 AF8363_MARK LOGO: LADH  
 AF8363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8363+STABILITY: SURFACE MOTION
 AF8363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8363+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8363
 AF8363  HISTORY     - Date     Condition        Report By
 AF8363  HISTORY     - 1992     MONUMENTED       LADTD
 AF8363  HISTORY     - 20010331 GOOD             NGS
 AF8363
 AF8363                          STATION DESCRIPTION
 AF8363
 AF8363'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8363'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF LEESVILLE, 4.5 MI
 AF8363'(7.2 KM) NORTHEAST OF CANEY, 5.5 MI (8.9 KM) SOUTH OF ANACOCO.
 AF8363'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8363'REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAY 8 AND U.S.
 AF8363'HIGHWAY 171 IN LEESVILLE, GO WEST FOR 3.0 MI (4.8 KM) ON HIGHWAY 8 TO
 AF8363'THE STATION SET NEAR THE NORTHEAST CORNER OF A BRIDGE OVER PRAIRIE
 AF8363'CREEK.  THE STATION IS 81.0 FT (24.7 M) SOUTH FROM POWER POLE NUMBER
 AF8363'5-77-59-7, 36.0 FT (11.0 M) NORTH-NORTHEAST FROM THE CENTER OF THE
 AF8363'HIGHWAY, 13.0 FT (4.0 M) NORTH FROM THE EAST END OF THE NORTHEAST
 AF8363'ABUTMENT OF THE BRIDGE, 12.0 FT (3.7 M) EAST-NORTHEAST FROM THE
 AF8363'NORTHEAST CORNER OF THE BRIDGE, 2.0 FT (0.6 M) SOUTH-SOUTHWEST FROM A
 AF8363'METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE
 AF8363'AND ABOUT LEVEL WITH THE HIGHWAY.
 AF8363
 AF8363                          STATION RECOVERY (2001)
 AF8363
 AF8363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AF8363'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8364 ***********************************************************************
 AF8364  DESIGNATION -  58 V 93
 AF8364  PID         -  AF8364
 AF8364  STATE/COUNTY-  LA/VERNON
 AF8364  USGS QUAD   -  LEESVILLE (1994)
 AF8364
 AF8364                         *CURRENT SURVEY CONTROL
 AF8364  ___________________________________________________________________
 AF8364* NAD 83(1986)-  31 09 21.     (N)    093 20 00.     (W)     SCALED    
 AF8364* NAVD 88     -        75.903  (meters)     249.03   (feet)  ADJUSTED  
 AF8364  ___________________________________________________________________
 AF8364  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AF8364  DYNAMIC HT  -          75.809 (meters)     248.72  (feet)  COMP
 AF8364  MODELED GRAV-     979,391.5   (mgal)                       NAVD 88
 AF8364
 AF8364  VERT ORDER  -  SECOND    CLASS I
 AF8364
 AF8364.The horizontal coordinates were scaled from a topographic map and have
 AF8364.an estimated accuracy of +/- 6 seconds.
 AF8364
 AF8364.The orthometric height was determined by differential leveling
 AF8364.and adjusted by the National Geodetic Survey in September 1998..
 AF8364
 AF8364.The geoid height was determined by GEOID03.
 AF8364
 AF8364.The dynamic height is computed by dividing the NAVD 88
 AF8364.geopotential number by the normal gravity value computed on the
 AF8364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8364.degrees latitude (g = 980.6199 gals.).
 AF8364
 AF8364.The modeled gravity was interpolated from observed gravity values.
 AF8364
 AF8364;                    North         East    Units  Estimated Accuracy
 AF8364;SPC LA N     -    73,020.      920,540.      MT  (+/- 180 meters Scaled)
 AF8364
 AF8364                          SUPERSEDED SURVEY CONTROL
 AF8364
 AF8364.No superseded survey control is available for this station.
 AF8364
 AF8364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ682469(NAD 83)
 AF8364_MARKER: DD = SURVEY DISK
 AF8364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8364_STAMPING: 58V93 1992
 AF8364_MARK LOGO: LADH  
 AF8364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8364+STABILITY: SURFACE MOTION
 AF8364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8364+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8364
 AF8364  HISTORY     - Date     Condition        Report By
 AF8364  HISTORY     - 1992     MONUMENTED       LADTD
 AF8364  HISTORY     - 20010331 GOOD             NGS
 AF8364
 AF8364                          STATION DESCRIPTION
 AF8364
 AF8364'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8364'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF CANEY, 4.2
 AF8364'MI (6.8 KM) WEST OF LEESVILLE, 5.5 MI (8.9 KM) SOUTH OF ANACOCO.
 AF8364'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8364'REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAY 8 AND U.S.
 AF8364'HIGHWAY 171 IN LEESVILLE, GO WEST FOR 4.25 MI (6.84 KM) ON HIGHWAY 8
 AF8364'TO THE STATION SET ON THE LEFT JUST WEST OF A PARISH ROAD (SPW) . THE
 AF8364'STATION IS 107.0 FT (32.6 M) SOUTH FROM THE CENTER OF THE HIGHWAY,
 AF8364'52.5 FT (16.0 M) SOUTH-SOUTHEAST FROM THE WEST END OF AN 18-INCH
 AF8364'CONCRETE CULVERT UNDER THE PARISH ROAD, 33.0 FT (10.1 M) WEST FROM THE
 AF8364'CENTER OF THE PARISH ROAD, 12.5 FT (3.8 M) NORTHWEST FROM A
 AF8364'RIGHT-OF-WAY MARKER, 10.0 FT (3.0 M) EAST-SOUTHEAST FROM POWER POLE
 AF8364'NUMBER Y5-77-71, 2.0 FT (0.6 M) NORTH-NORTHEAST FROM A METAL WITNESS
 AF8364'POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0
 AF8364'FT (0.6 M) ABOVE THE LEVEL OF THE HIGHWAY.
 AF8364
 AF8364                          STATION RECOVERY (2001)
 AF8364
 AF8364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AF8364'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4044 ***********************************************************************
 BJ4044  DESIGNATION -  59 73
 BJ4044  PID         -  BJ4044
 BJ4044  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4044  USGS QUAD   -  ST GABRIEL (1995)
 BJ4044
 BJ4044                         *CURRENT SURVEY CONTROL
 BJ4044  ___________________________________________________________________
 BJ4044* NAD 83(1986)-  30 20 30.     (N)    091 02 30.     (W)     SCALED    
 BJ4044* NAVD 88     -         8.204  (meters)      26.92   (feet)  ADJUSTED  
 BJ4044  ___________________________________________________________________
 BJ4044  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ4044  DYNAMIC HT  -           8.193 (meters)      26.88  (feet)  COMP
 BJ4044  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 BJ4044
 BJ4044  VERT ORDER  -  SECOND    CLASS II
 BJ4044
 BJ4044.The horizontal coordinates were scaled from a topographic map and have
 BJ4044.an estimated accuracy of +/- 6 seconds.
 BJ4044
 BJ4044.The orthometric height was determined by differential leveling
 BJ4044.and adjusted by the National Geodetic Survey in February 1994..
 BJ4044
 BJ4044.The geoid height was determined by GEOID03.
 BJ4044
 BJ4044.The dynamic height is computed by dividing the NAVD 88
 BJ4044.geopotential number by the normal gravity value computed on the
 BJ4044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4044.degrees latitude (g = 980.6199 gals.).
 BJ4044
 BJ4044.The modeled gravity was interpolated from observed gravity values.
 BJ4044
 BJ4044;                    North         East    Units  Estimated Accuracy
 BJ4044;SPC LA S     -   204,180.    1,028,040.      MT  (+/- 180 meters Scaled)
 BJ4044
 BJ4044                          SUPERSEDED SURVEY CONTROL
 BJ4044
 BJ4044.No superseded survey control is available for this station.
 BJ4044
 BJ4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP882582(NAD 83)
 BJ4044_MARKER: DB = BENCH MARK DISK
 BJ4044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4044_SP_SET: CONCRETE POST
 BJ4044_STAMPING: 59-73 1973
 BJ4044_MARK LOGO: LA-033
 BJ4044_PROJECTION: FLUSH
 BJ4044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4044+STABILITY: SURFACE MOTION
 BJ4044
 BJ4044  HISTORY     - Date     Condition        Report By
 BJ4044  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4044  HISTORY     - 1987     GOOD             LA-033
 BJ4044  HISTORY     - 20050316 GOOD             SJB
 BJ4044
 BJ4044                          STATION DESCRIPTION
 BJ4044
 BJ4044'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4044'IN BATON ROUGE.
 BJ4044'LOCATED SOUTH OF THE CITY OF BATON ROUGE, ABOUT 1.6 KM (1 MI) SOUTH-
 BJ4044'EAST OF THE INTERSECTION OF PECUE LANE AND HIGHLAND ROAD INTERSECTION
 BJ4044'TO THE BENCH MARK ON THE NORTH SIDE OF HIGHLAND ROAD 23.2 METERS (76
 BJ4044'FT) EAST OF A SMALL CREEK, 32.3 METERS (106 FT) WEST OF THE CENTER OF
 BJ4044'A GRAVEL ROAD, 11.3 METERS (37 FT) NORTH OF THE CENTERLINE OF
 BJ4044'HIGHLAND ROAD, 4.0 METERS (13 FT) SOUTHWEST OF A 12-INCH PINE TREE,
 BJ4044'1.83 METERS (6 FT) SOUTH OF A POWER POLE, AND 0.61 METERS (2 FT) WEST
 BJ4044'OF A TELEPHONE BOX.
 BJ4044'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 BJ4044'THE MARK IS ABOVE LEVEL WITH .
 BJ4044
 BJ4044                          STATION RECOVERY (2005)
 BJ4044
 BJ4044'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ4044'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3325 ***********************************************************************
 BJ3325  DESIGNATION -  59 H 001 LADH
 BJ3325  PID         -  BJ3325
 BJ3325  STATE/COUNTY-  LA/WASHINGTON
 BJ3325  USGS QUAD   -  FOLSOM (1983)
 BJ3325
 BJ3325                         *CURRENT SURVEY CONTROL
 BJ3325  ___________________________________________________________________
 BJ3325* NAD 83(1992)-  30 42 16.92053(N)    090 11 00.66743(W)     ADJUSTED  
 BJ3325* NAVD 88     -        57.470  (meters)     188.55   (feet)  ADJUSTED  
 BJ3325  ___________________________________________________________________
 BJ3325  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BJ3325  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ3325  DYNAMIC HT  -          57.396 (meters)     188.31  (feet)  COMP
 BJ3325  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ3325
 BJ3325  HORZ ORDER  -  SECOND
 BJ3325  VERT ORDER  -  SECOND    CLASS I
 BJ3325
 BJ3325.The horizontal coordinates were established by classical geodetic methods
 BJ3325.and adjusted by the National Geodetic Survey in January 1993..
 BJ3325
 BJ3325.The orthometric height was determined by differential leveling
 BJ3325.and adjusted by the National Geodetic Survey in February 1994..
 BJ3325
 BJ3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3325
 BJ3325.The geoid height was determined by GEOID03.
 BJ3325
 BJ3325.The dynamic height is computed by dividing the NAVD 88
 BJ3325.geopotential number by the normal gravity value computed on the
 BJ3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3325.degrees latitude (g = 980.6199 gals.).
 BJ3325
 BJ3325.The modeled gravity was interpolated from observed gravity values.
 BJ3325
 BJ3325;                    North         East     Units Scale Factor Converg.
 BJ3325;SPC LA S     -   244,937.135 1,110,147.389   MT  1.00000100   +0 34 29.7
 BJ3325;SPC LA S     -   803,597.92  3,642,208.56   sFT  1.00000100   +0 34 29.7
 BJ3325;UTM  15      - 3,400,263.205   769,755.728   MT  1.00049776   +1 26 20.4
 BJ3325
 BJ3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3325!SPC LA S     -   0.99999527  x   1.00000100  =   0.99999627
 BJ3325!UTM  15      -   0.99999527  x   1.00049776  =   1.00049303
 BJ3325
 BJ3325                          SUPERSEDED SURVEY CONTROL
 BJ3325
 BJ3325  NAD 83(1986)-  30 42 16.93520(N)    090 11 00.66533(W) AD(       ) 2
 BJ3325  NGVD 29 (09/03/91)   57.48   (m)          188.6    (f) LEVELING    3  
 BJ3325
 BJ3325.Superseded values are not recommended for survey control.
 BJ3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3325.See file dsdata.txt to determine how the superseded data were derived.
 BJ3325
 BJ3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6975600263(NAD 83)
 BJ3325_MARKER: DE = TRAVERSE STATION DISK
 BJ3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3325_SP_SET: CONCRETE POST
 BJ3325_STAMPING: 59H001 1979
 BJ3325_MARK LOGO: LADH  
 BJ3325_PROJECTION: FLUSH
 BJ3325_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3325+STABILITY: SURFACE MOTION
 BJ3325
 BJ3325  HISTORY     - Date     Condition        Report By
 BJ3325  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3325  HISTORY     - 1982     GOOD             LADTD
 BJ3325
 BJ3325                          STATION DESCRIPTION
 BJ3325
 BJ3325'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3325'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, T4S,
 BJ3325'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3325'DEVELOPMENT.
 BJ3325'
 BJ3325'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND
 BJ3325'25 ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO SOUTH ALONG
 BJ3325'HIGHWAY 25 FOR 12.9 KM (8 MILES) TO THE STATION MARK ON THE RIGHT, IN
 BJ3325'FRONT OF WINDMILL NURSERIES.
 BJ3325'
 BJ3325'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3325'LADTD) DISK STAMPED---59H001 1979--- SET INTO THE TOP OF A ROUND
 BJ3325'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3325'14.6 METERS W FROM THE CENTER OF THE HIGHWAY, 5.2 METERS S FROM THE
 BJ3325'CENTER OF A GRAVEL DRIVE, 4.3 METERS E FROM A POWER POLE, AND 0.6
 BJ3325'METERS S FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3325'
 BJ3325'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3325'(NOW LADTD) DISK STAMPED---59H001 1979--- SET INTO AN IRREGULAR MASS
 BJ3325'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3325
 BJ3325                          STATION RECOVERY (1982)
 BJ3325
 BJ3325'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3325'16.7 KM (10.4 MI) SOUTH FROM FRANKLINTON.
 BJ3325'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3325'OF FRANKLINTON, GO SOUTH ALONG STATE HIGHWAY 25 FOR 12.9 KM (8 MI) TO
 BJ3325'THE STATION ON THE RIGHT, 14.8 METERS (48.5 FT) WEST OF THE CENTER OF
 BJ3325'HIGHWAY 25, 5.8 METERS (19 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVE
 BJ3325'TO NURSERY, 17.5 METERS (57.5 FT) SOUTH OF WINDMILL NURSERY SIGN, 4.3
 BJ3325'METERS (14 FT) EAST-SOUTHEAST OF A POWER POLE, 3.8 METERS (12.5 FT)
 BJ3325'EAST-SOUTHEAST OF A FENCE CORNER POST.
 BJ3325'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3325'THE MARK IS 0.30 M ABOVE LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3326 ***********************************************************************
 BJ3326  DESIGNATION -  59 H 002 LADH
 BJ3326  PID         -  BJ3326
 BJ3326  STATE/COUNTY-  LA/WASHINGTON
 BJ3326  USGS QUAD   -  FOLSOM (1983)
 BJ3326
 BJ3326                         *CURRENT SURVEY CONTROL
 BJ3326  ___________________________________________________________________
 BJ3326* NAD 83(1992)-  30 43 09.85440(N)    090 10 52.61158(W)     ADJUSTED  
 BJ3326* NAVD 88     -        62.139  (meters)     203.87   (feet)  ADJUSTED  
 BJ3326  ___________________________________________________________________
 BJ3326  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BJ3326  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ3326  DYNAMIC HT  -          62.058 (meters)     203.60  (feet)  COMP
 BJ3326  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BJ3326
 BJ3326  HORZ ORDER  -  SECOND
 BJ3326  VERT ORDER  -  SECOND    CLASS I
 BJ3326
 BJ3326.The horizontal coordinates were established by classical geodetic methods
 BJ3326.and adjusted by the National Geodetic Survey in January 1993..
 BJ3326
 BJ3326.The orthometric height was determined by differential leveling
 BJ3326.and adjusted by the National Geodetic Survey in February 1994..
 BJ3326
 BJ3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3326
 BJ3326.The geoid height was determined by GEOID03.
 BJ3326
 BJ3326.The dynamic height is computed by dividing the NAVD 88
 BJ3326.geopotential number by the normal gravity value computed on the
 BJ3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3326.degrees latitude (g = 980.6199 gals.).
 BJ3326
 BJ3326.The modeled gravity was interpolated from observed gravity values.
 BJ3326
 BJ3326;                    North         East     Units Scale Factor Converg.
 BJ3326;SPC LA S     -   246,569.345 1,110,345.358   MT  1.00000418   +0 34 33.7
 BJ3326;SPC LA S     -   808,952.93  3,642,858.06   sFT  1.00000418   +0 34 33.7
 BJ3326;UTM  15      - 3,401,899.027   769,929.137   MT  1.00049891   +1 26 26.8
 BJ3326
 BJ3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3326!SPC LA S     -   0.99999454  x   1.00000418  =   0.99999872
 BJ3326!UTM  15      -   0.99999454  x   1.00049891  =   1.00049345
 BJ3326
 BJ3326                          SUPERSEDED SURVEY CONTROL
 BJ3326
 BJ3326  NAD 83(1986)-  30 43 09.86930(N)    090 10 52.60958(W) AD(       ) 2
 BJ3326  NGVD 29 (09/03/91)   62.15   (m)          203.9    (f) LEVELING    3  
 BJ3326
 BJ3326.Superseded values are not recommended for survey control.
 BJ3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3326.See file dsdata.txt to determine how the superseded data were derived.
 BJ3326
 BJ3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6992901899(NAD 83)
 BJ3326_MARKER: DE = TRAVERSE STATION DISK
 BJ3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3326_SP_SET: CONCRETE POST
 BJ3326_STAMPING: 59H002 1979
 BJ3326_MARK LOGO: LADH  
 BJ3326_PROJECTION: FLUSH
 BJ3326_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3326+STABILITY: SURFACE MOTION
 BJ3326
 BJ3326  HISTORY     - Date     Condition        Report By
 BJ3326  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3326  HISTORY     - 1982     GOOD             LADTD
 BJ3326  HISTORY     - 20060520 MARK NOT FOUND   NGS
 BJ3326
 BJ3326                          STATION DESCRIPTION
 BJ3326
 BJ3326'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3326'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 10, T4S,
 BJ3326'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3326'DEVELOPMENT.
 BJ3326'
 BJ3326'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3326'16 ABOUT 3.2 KM (2.0 MILES) SOUTH OF FRANKLINTON, GO SOUTH ON HIGHWAY
 BJ3326'25 FOR 11.3 KM (7 MILES) TO THE STATION ON THE LEFT, EAST SIDE OF THE
 BJ3326'HIGHWAY.
 BJ3326'
 BJ3326'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3326'LADTD) DISK STAMPED---59H002 1979--- SET INTO THE TOP OF A ROUND
 BJ3326'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3326'19.4 METERS SSW FROM A RIGHT-OF-WAY MARKER, 15.2 METERS E FROM THE
 BJ3326'CENTER OF THE HIGHWAY, 5.8 METERS ESE FROM THE SOUTH END OF A
 BJ3326'CONCRETE CULVERT, 5.2 METERS NW FROM THE CORNER OF A NET WIRE FENCE,
 BJ3326'AND 0.6 METERS N FROM A METAL WITNESS POST AND SIGN.
 BJ3326'
 BJ3326'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3326'(NOW LADTD) DISK STAMPED---59H002 1979--- SET INTO AN IRREGULAR MASS
 BJ3326'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3326
 BJ3326                          STATION RECOVERY (1982)
 BJ3326
 BJ3326'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3326'15.1 KM (9.4 MI) SOUTH FROM FRANKLINTON.
 BJ3326'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3326'OF FRANKLINTON, GO SOUTH ALONG STATE HIGHWAY 25 FOR 11.3 KM (7 MI) TO
 BJ3326'THE STATION ON THE LEFT ON THE BACK SLOPE OF DITCH, 19.4 METERS (63.5
 BJ3326'FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER, 15.2 METERS (50 FT) EAST
 BJ3326'OF THE CENTER OF STATE HIGHWAY 25, 5.8 METERS (19 FT) EAST-SOUTHEAST
 BJ3326'OF THE END OF A CEMENT CULVERT, 5.2 METERS (17 FT) NORTHWEST OF THE
 BJ3326'CORNER OF A NET WIRE FENCE.
 BJ3326'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3326'THE MARK IS 0.91 M ABOVE LA 25.
 BJ3326
 BJ3326                          STATION RECOVERY (2006)
 BJ3326
 BJ3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ3326'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3327 ***********************************************************************
 BJ3327  DESIGNATION -  59 H 003 LADH
 BJ3327  PID         -  BJ3327
 BJ3327  STATE/COUNTY-  LA/WASHINGTON
 BJ3327  USGS QUAD   -  FOLSOM (1983)
 BJ3327
 BJ3327                         *CURRENT SURVEY CONTROL
 BJ3327  ___________________________________________________________________
 BJ3327* NAD 83(1992)-  30 44 08.94363(N)    090 10 45.87981(W)     ADJUSTED  
 BJ3327* NAVD 88     -        61.340  (meters)     201.25   (feet)  ADJUSTED  
 BJ3327  ___________________________________________________________________
 BJ3327  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BJ3327  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ3327  DYNAMIC HT  -          61.260 (meters)     200.98  (feet)  COMP
 BJ3327  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ3327
 BJ3327  HORZ ORDER  -  SECOND
 BJ3327  VERT ORDER  -  SECOND    CLASS I
 BJ3327
 BJ3327.The horizontal coordinates were established by classical geodetic methods
 BJ3327.and adjusted by the National Geodetic Survey in May 1994..
 BJ3327
 BJ3327.The orthometric height was determined by differential leveling
 BJ3327.and adjusted by the National Geodetic Survey in February 1994..
 BJ3327
 BJ3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3327
 BJ3327.The geoid height was determined by GEOID03.
 BJ3327
 BJ3327.The dynamic height is computed by dividing the NAVD 88
 BJ3327.geopotential number by the normal gravity value computed on the
 BJ3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3327.degrees latitude (g = 980.6199 gals.).
 BJ3327
 BJ3327.The modeled gravity was interpolated from observed gravity values.
 BJ3327
 BJ3327;                    North         East     Units Scale Factor Converg.
 BJ3327;SPC LA S     -   248,390.765 1,110,506.133   MT  1.00000781   +0 34 37.1
 BJ3327;SPC LA S     -   814,928.70  3,643,385.54   sFT  1.00000781   +0 34 37.1
 BJ3327;UTM  15      - 3,403,723.566   770,062.460   MT  1.00049980   +1 26 32.7
 BJ3327
 BJ3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3327!SPC LA S     -   0.99999467  x   1.00000781  =   1.00000248
 BJ3327!UTM  15      -   0.99999467  x   1.00049980  =   1.00049447
 BJ3327
 BJ3327                          SUPERSEDED SURVEY CONTROL
 BJ3327
 BJ3327  NAD 83(1992)-  30 44 08.94362(N)    090 10 45.87979(W) AD(       ) 2
 BJ3327  NAD 83(1986)-  30 44 08.95875(N)    090 10 45.87782(W) AD(       ) 2
 BJ3327  NGVD 29 (09/03/91)   61.35   (m)          201.3    (f) LEVELING    3  
 BJ3327
 BJ3327.Superseded values are not recommended for survey control.
 BJ3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3327.See file dsdata.txt to determine how the superseded data were derived.
 BJ3327
 BJ3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7006203724(NAD 83)
 BJ3327_MARKER: DE = TRAVERSE STATION DISK
 BJ3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3327_SP_SET: CONCRETE POST
 BJ3327_STAMPING: 59H003 1979
 BJ3327_MARK LOGO: LADH  
 BJ3327_PROJECTION: FLUSH
 BJ3327_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3327+STABILITY: SURFACE MOTION
 BJ3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3327+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 BJ3327
 BJ3327  HISTORY     - Date     Condition        Report By
 BJ3327  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3327  HISTORY     - 1982     GOOD             LADTD
 BJ3327  HISTORY     - 20011025 GOOD             LANDSO
 BJ3327  HISTORY     - 20060521 GOOD             NGS
 BJ3327
 BJ3327                          STATION DESCRIPTION
 BJ3327
 BJ3327'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3327'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 3, T4S,
 BJ3327'R10E,  OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3327'DEVELOPMENT.
 BJ3327'
 BJ3327'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND
 BJ3327'25, GO SOUTH ON HIGHWAY 25 FOR 9.7 KM (6.0 MILES) TO THE STATION ON
 BJ3327'THE LEFT NEAR THE BONNER CREEK BAPTIST CHURCH SIGN.
 BJ3327'
 BJ3327'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3327'LADTD) DISK STAMPED---59H003 1979--- SET INTO THE TOP OF A ROUND
 BJ3327'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3327'29.9 METERS S FROM THE BONNER CREEK ROAD, 18.1 METERS SSW FROM THE
 BJ3327'BONNER CREEK CHURCH SIGN, 17.2 METERS S FROM A RIGHT-OF-WAY MARKER,
 BJ3327'17.1 METERS E FROM THE CENTER OF HIGHWAY 25, AND 0.6 METERS N FROM A
 BJ3327'METAL WITNESS POST AND SIGN.
 BJ3327'
 BJ3327'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3327'(NOW LADTD) DISK STAMPED---59H003 1979--- SET INTO AN IRREGULAR
 BJ3327'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3327
 BJ3327                          STATION RECOVERY (1982)
 BJ3327
 BJ3327'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3327'13.5 KM (8.4 MI) SOUTH FROM FRANKLINTON.
 BJ3327'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3327'OF FRANKLINTON, DRIVE SOUTH ALONG STATE HIGHWAY 25 FOR 9.7 KM (6 MI)
 BJ3327'TO THE STATION ON THE LEFT NEAR THE BONNER CREEK BAPTIST SIGN, 29.9
 BJ3327'METERS (98 FT) SOUTH OF THE CENTER OF BONNER CREEK ROAD, 18.1 METERS
 BJ3327'(59.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE BONNER CREEK CHURCH
 BJ3327'SIGN, 17.2 METERS (56.5 FT) SOUTH OF A RIGHT-OF-WAY MARKER, 17.1
 BJ3327'METERS (56 FT) EAST OF THE CENTER OF STATE HIGHWAY 25, 2 METERS (6.5
 BJ3327'FT) NORTHWEST OF A 16-INCH PINE TREE.
 BJ3327'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3327'THE MARK IS 1.22 M ABOVE LA 25.
 BJ3327
 BJ3327                          STATION RECOVERY (2001)
 BJ3327
 BJ3327'RECOVERY NOTE BY LANDSOURCE INC 2001 (KO)
 BJ3327'RECOVERED AS DESCRIBED
 BJ3327
 BJ3327                          STATION RECOVERY (2006)
 BJ3327
 BJ3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ3327'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3328 ***********************************************************************
 BJ3328  DESIGNATION -  59 H 004 LADH
 BJ3328  PID         -  BJ3328
 BJ3328  STATE/COUNTY-  LA/WASHINGTON
 BJ3328  USGS QUAD   -  FOLSOM (1983)
 BJ3328
 BJ3328                         *CURRENT SURVEY CONTROL
 BJ3328  ___________________________________________________________________
 BJ3328* NAD 83(1992)-  30 44 59.16865(N)    090 10 47.79120(W)     ADJUSTED  
 BJ3328* NAVD 88     -        68.965  (meters)     226.26   (feet)  ADJUSTED  
 BJ3328  ___________________________________________________________________
 BJ3328  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BJ3328  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3328  DYNAMIC HT  -          68.875 (meters)     225.97  (feet)  COMP
 BJ3328  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BJ3328
 BJ3328  HORZ ORDER  -  SECOND
 BJ3328  VERT ORDER  -  SECOND    CLASS I
 BJ3328
 BJ3328.The horizontal coordinates were established by classical geodetic methods
 BJ3328.and adjusted by the National Geodetic Survey in May 1994..
 BJ3328
 BJ3328.The orthometric height was determined by differential leveling
 BJ3328.and adjusted by the National Geodetic Survey in February 1994..
 BJ3328
 BJ3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3328
 BJ3328.The geoid height was determined by GEOID03.
 BJ3328
 BJ3328.The dynamic height is computed by dividing the NAVD 88
 BJ3328.geopotential number by the normal gravity value computed on the
 BJ3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3328.degrees latitude (g = 980.6199 gals.).
 BJ3328
 BJ3328.The modeled gravity was interpolated from observed gravity values.
 BJ3328
 BJ3328;                    North         East     Units Scale Factor Converg.
 BJ3328;SPC LA S     -   249,936.911 1,110,439.721   MT  1.00001096   +0 34 36.2
 BJ3328;SPC LA S     -   820,001.35  3,643,167.65   sFT  1.00001096   +0 34 36.2
 BJ3328;UTM  15      - 3,405,269.290   769,972.649   MT  1.00049920   +1 26 33.9
 BJ3328
 BJ3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3328!SPC LA S     -   0.99999348  x   1.00001096  =   1.00000444
 BJ3328!UTM  15      -   0.99999348  x   1.00049920  =   1.00049267
 BJ3328
 BJ3328                          SUPERSEDED SURVEY CONTROL
 BJ3328
 BJ3328  NAD 83(1992)-  30 44 59.16863(N)    090 10 47.79115(W) AD(       ) 2
 BJ3328  NAD 83(1986)-  30 44 59.18396(N)    090 10 47.78918(W) AD(       ) 2
 BJ3328  NGVD 29 (09/03/91)   68.98   (m)          226.3    (f) LEVELING    3  
 BJ3328
 BJ3328.Superseded values are not recommended for survey control.
 BJ3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3328.See file dsdata.txt to determine how the superseded data were derived.
 BJ3328
 BJ3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6997305269(NAD 83)
 BJ3328_MARKER: DE = TRAVERSE STATION DISK
 BJ3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3328_SP_SET: CONCRETE POST
 BJ3328_STAMPING: 59H004 1979
 BJ3328_MARK LOGO: LADH  
 BJ3328_PROJECTION: FLUSH
 BJ3328_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3328+STABILITY: SURFACE MOTION
 BJ3328
 BJ3328  HISTORY     - Date     Condition        Report By
 BJ3328  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3328  HISTORY     - 1982     GOOD             LADTD
 BJ3328
 BJ3328                          STATION DESCRIPTION
 BJ3328
 BJ3328'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3328'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 34, T3S,
 BJ3328'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3328'DEVELOPMENT.
 BJ3328'
 BJ3328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25
 BJ3328'ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO SOUTH ALONG HIGHWAY
 BJ3328'25 FOR 8.1 KM (5 MILES) TO THE STATION MARK ON THE RIGHT.
 BJ3328'
 BJ3328'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3328'LADTD) DISK STAMPED---59H004 1979--- SET INTO THE TOP OF A ROUND
 BJ3328'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3328'52.7 METERS S FROM A POWER POLE, 33.5 METERS N FROM A POWER POLE,
 BJ3328'18.3 METERS W FROM THE CENTER OF THE HIGHWAY, 4.6 METERS E FROM A
 BJ3328'12-INCH PINE TREE, AND 0.6 METERS N FROM A METAL WITNESS POST WITH
 BJ3328'SIGN ATTACHED.
 BJ3328'
 BJ3328'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3328'(NOW LADTD) DISK STAMPED---59H004 1979---INVALID *68*GRBI
 BJ3328'CODE.
 BJ3328
 BJ3328                          STATION RECOVERY (1982)
 BJ3328
 BJ3328'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3328'11.9 KM (7.4 MI) SOUTH FROM FRANKLINTON.
 BJ3328'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3328'OF FRANKLINTON, GO SOUTH ALONG STATE HIGHWAY 25 FOR 8 KM (5 MI) TO THE
 BJ3328'STATION ON THE RIGHT, 52.7 METERS (173 FT) SOUTH OF A POWER POLE, 33.5
 BJ3328'METERS (110 FT) NORTH OF A POWER POLE, 18.3 METERS (60 FT) WEST OF THE
 BJ3328'CENTER OF STATE HIGHWAY 25, 4.6 METERS (15 FT) EAST OF A 12-INCH PINE
 BJ3328'TREE.
 BJ3328'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3328'THE MARK IS 0.30 M ABOVE LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3329 ***********************************************************************
 BJ3329  DESIGNATION -  59 H 005 LADH
 BJ3329  PID         -  BJ3329
 BJ3329  STATE/COUNTY-  LA/WASHINGTON
 BJ3329  USGS QUAD   -  FRANKLINTON (1983)
 BJ3329
 BJ3329                         *CURRENT SURVEY CONTROL
 BJ3329  ___________________________________________________________________
 BJ3329* NAD 83(1992)-  30 45 18.49738(N)    090 10 46.06975(W)     ADJUSTED  
 BJ3329* NAVD 88     -        66.138  (meters)     216.99   (feet)  ADJUSTED  
 BJ3329  ___________________________________________________________________
 BJ3329  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BJ3329  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3329  DYNAMIC HT  -          66.052 (meters)     216.71  (feet)  COMP
 BJ3329  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BJ3329
 BJ3329  HORZ ORDER  -  SECOND
 BJ3329  VERT ORDER  -  SECOND    CLASS I
 BJ3329
 BJ3329.The horizontal coordinates were established by classical geodetic methods
 BJ3329.and adjusted by the National Geodetic Survey in May 1994..
 BJ3329
 BJ3329.The orthometric height was determined by differential leveling
 BJ3329.and adjusted by the National Geodetic Survey in February 1994..
 BJ3329
 BJ3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3329
 BJ3329.The geoid height was determined by GEOID03.
 BJ3329
 BJ3329.The dynamic height is computed by dividing the NAVD 88
 BJ3329.geopotential number by the normal gravity value computed on the
 BJ3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3329.degrees latitude (g = 980.6199 gals.).
 BJ3329
 BJ3329.The modeled gravity was interpolated from observed gravity values.
 BJ3329
 BJ3329;                    North         East     Units Scale Factor Converg.
 BJ3329;SPC LA S     -   250,532.594 1,110,479.512   MT  1.00001219   +0 34 37.0
 BJ3329;SPC LA S     -   821,955.69  3,643,298.20   sFT  1.00001219   +0 34 37.0
 BJ3329;UTM  15      - 3,405,865.797   770,003.446   MT  1.00049940   +1 26 35.6
 BJ3329
 BJ3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3329!SPC LA S     -   0.99999392  x   1.00001219  =   1.00000611
 BJ3329!UTM  15      -   0.99999392  x   1.00049940  =   1.00049332
 BJ3329
 BJ3329                          SUPERSEDED SURVEY CONTROL
 BJ3329
 BJ3329  NAD 83(1992)-  30 45 18.49735(N)    090 10 46.06968(W) AD(       ) 2
 BJ3329  NAD 83(1986)-  30 45 18.51279(N)    090 10 46.06771(W) AD(       ) 2
 BJ3329  NGVD 29 (09/03/91)   66.15   (m)          217.0    (f) LEVELING    3  
 BJ3329
 BJ3329.Superseded values are not recommended for survey control.
 BJ3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3329.See file dsdata.txt to determine how the superseded data were derived.
 BJ3329
 BJ3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7000305866(NAD 83)
 BJ3329_MARKER: DE = TRAVERSE STATION DISK
 BJ3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3329_SP_SET: CONCRETE POST
 BJ3329_STAMPING: 59H005 1979
 BJ3329_MARK LOGO: LADH  
 BJ3329_PROJECTION: FLUSH
 BJ3329_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3329+STABILITY: SURFACE MOTION
 BJ3329
 BJ3329  HISTORY     - Date     Condition        Report By
 BJ3329  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3329  HISTORY     - 1982     GOOD             LADTD
 BJ3329  HISTORY     - 20060521 MARK NOT FOUND   NGS
 BJ3329
 BJ3329                          STATION DESCRIPTION
 BJ3329
 BJ3329'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3329'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 27, T3S,
 BJ3329'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3329'DEVELOPMENT.
 BJ3329'
 BJ3329'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3329'16 ABOUT 3.2 KM(2.0 MILES) SOUTH OF FRANKLINTON, GO SOUTH ON HIGHWAY
 BJ3329'25 FOR 7.4 KM (4.6 MILES) TO THE STATION ON THE RIGHT, WEST SIDE OF
 BJ3329'THE HIGHWAY AND 0.4 KM (0.25 MILE) SOUTH OF DANIEL BRANCH BRIDGE.
 BJ3329'
 BJ3329'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3329'LADTD) DISK STAMPED---59H005 1979--- SET INTO THE TOP OF A ROUND
 BJ3329'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3329'19.8 METERS SE FROM A 16-INCH PINE TREE, 16.2 METERS W FROM THE
 BJ3329'CENTER OF THE HIGHWAY, 8.4 METERS N FROM THE CENTER OF A GRAVELED
 BJ3329'ROAD, 7.8 METERS NW FROM THE NORTH END OF A CONCRETE CULVERT UNDER
 BJ3329'GRAVEL ROAD, AND 0.6 METERS S FROM A METAL WITNESS POST AND SIGN.
 BJ3329'
 BJ3329'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3329'(NOW LADTD) DISK STAMPED---59H005 1979--- SET INTO AN IRREGULAR
 BJ3329'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3329
 BJ3329                          STATION RECOVERY (1982)
 BJ3329
 BJ3329'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3329'11.3 KM (7 MI) SOUTH FROM FRANKLINTON.
 BJ3329'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3329'OF FRANKLINTON, GO SOUTH ALONG STATE HIGHWAY 25 FOR 7.4 KM (4.6 MI) TO
 BJ3329'THE STATION ON THE RIGHT AND WEST OF HIGHWAY 25, 19.8 METERS (65 FT)
 BJ3329'SOUTHEAST OF A 16-INCH PINE TREE, 16.2 METERS (53 FT) WEST OF THE
 BJ3329'CENTER OF STATE HIGHWAY 25, 8.4 METERS (27.5 FT) NORTH OF THE CENTER
 BJ3329'OF A GRAVEL ROAD, 7.8 METERS (25.5 FT) NORTHWEST OF THE NORTH END OF A
 BJ3329'METAL CULVERT UNDER THE GRAVEL ROAD.
 BJ3329'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3329'THE MARK IS ABOVE LEVEL WITH LA 25.
 BJ3329
 BJ3329                          STATION RECOVERY (2006)
 BJ3329
 BJ3329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ3329'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3330 ***********************************************************************
 BJ3330  DESIGNATION -  59 H 006 LADH
 BJ3330  PID         -  BJ3330
 BJ3330  STATE/COUNTY-  LA/WASHINGTON
 BJ3330  USGS QUAD   -  FRANKLINTON (1983)
 BJ3330
 BJ3330                         *CURRENT SURVEY CONTROL
 BJ3330  ___________________________________________________________________
 BJ3330* NAD 83(1992)-  30 45 54.86996(N)    090 10 33.84972(W)     ADJUSTED  
 BJ3330* NAVD 88     -        71.091  (meters)     233.24   (feet)  ADJUSTED  
 BJ3330  ___________________________________________________________________
 BJ3330  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BJ3330  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ3330  DYNAMIC HT  -          70.998 (meters)     232.93  (feet)  COMP
 BJ3330  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ3330
 BJ3330  HORZ ORDER  -  SECOND
 BJ3330  VERT ORDER  -  SECOND    CLASS I
 BJ3330
 BJ3330.The horizontal coordinates were established by classical geodetic methods
 BJ3330.and adjusted by the National Geodetic Survey in May 1994..
 BJ3330
 BJ3330.The orthometric height was determined by differential leveling
 BJ3330.and adjusted by the National Geodetic Survey in February 1994..
 BJ3330
 BJ3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3330
 BJ3330.The geoid height was determined by GEOID03.
 BJ3330
 BJ3330.The dynamic height is computed by dividing the NAVD 88
 BJ3330.geopotential number by the normal gravity value computed on the
 BJ3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3330.degrees latitude (g = 980.6199 gals.).
 BJ3330
 BJ3330.The modeled gravity was interpolated from observed gravity values.
 BJ3330
 BJ3330;                    North         East     Units Scale Factor Converg.
 BJ3330;SPC LA S     -   251,655.957 1,110,793.197   MT  1.00001453   +0 34 43.1
 BJ3330;SPC LA S     -   825,641.25  3,644,327.35   sFT  1.00001453   +0 34 43.1
 BJ3330;UTM  15      - 3,406,994.325   770,300.252   MT  1.00050138   +1 26 43.4
 BJ3330
 BJ3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3330!SPC LA S     -   0.99999315  x   1.00001453  =   1.00000768
 BJ3330!UTM  15      -   0.99999315  x   1.00050138  =   1.00049452
 BJ3330
 BJ3330                          SUPERSEDED SURVEY CONTROL
 BJ3330
 BJ3330  NAD 83(1992)-  30 45 54.86992(N)    090 10 33.84962(W) AD(       ) 2
 BJ3330  NAD 83(1986)-  30 45 54.88556(N)    090 10 33.84757(W) AD(       ) 2
 BJ3330  NGVD 29 (09/03/91)   71.10   (m)          233.3    (f) LEVELING    3  
 BJ3330
 BJ3330.Superseded values are not recommended for survey control.
 BJ3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3330.See file dsdata.txt to determine how the superseded data were derived.
 BJ3330
 BJ3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7030006994(NAD 83)
 BJ3330_MARKER: DE = TRAVERSE STATION DISK
 BJ3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3330_SP_SET: CONCRETE POST
 BJ3330_STAMPING: 59H006 1979
 BJ3330_MARK LOGO: LADH  
 BJ3330_PROJECTION: FLUSH
 BJ3330_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3330+STABILITY: SURFACE MOTION
 BJ3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3330+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 BJ3330
 BJ3330  HISTORY     - Date     Condition        Report By
 BJ3330  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3330  HISTORY     - 1982     GOOD             LADTD
 BJ3330  HISTORY     - 20060521 GOOD             NGS
 BJ3330
 BJ3330                          STATION DESCRIPTION
 BJ3330
 BJ3330'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3330'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 26, T3S,
 BJ3330'R10E. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3330'DEVELOPMENT.
 BJ3330'
 BJ3330'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 16 AND
 BJ3330'25,ABOUT 3.2 KM (2.0 MILES) SOUTH OF FRANKLINTON, GO SOUTH ON HIGHWAY
 BJ3330'25 FOR 5.6 KM(3.5 MILES) TO THE STATION MARK ON THE RIGHT AND WEST OF
 BJ3330'THE HIGHWAY.
 BJ3330'
 BJ3330'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3330'LADTD) DISK STAMPED---59H006 1979--- SET INTO THE TOP OF A ROUND
 BJ3330'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3330'44.0 METERS N FROM A POWER POLE., 19.1 METERS W FROM THE CENTER OF
 BJ3330'HIGHWAY 25., 13.9 METERS SE FROM A 28-INCH PINE TREE., 2.6 METERS E
 BJ3330'FROM THE CENTER OF A CROWN ZELLERBACH FORRESTRY SIGN., AND 0.6 METERS
 BJ3330'S FROM A METAL WITNESS POST AND SIGN.
 BJ3330'
 BJ3330'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3330'(NOW LADTD) DISK STAMPED---59H006 1979--- SET INTO AN IRREGULAR MASS
 BJ3330'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3330
 BJ3330                          STATION RECOVERY (1982)
 BJ3330
 BJ3330'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3330'9.5 KM (5.9 MI) SOUTH FROM FRANKLINTON.
 BJ3330'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3330'OF FRANKLINTON, GO SOUTH ALONG STATE HIGHWAY 25 FOR 5.6 KM (3.5 MI) TO
 BJ3330'THE STATION ON THE RIGHT, 44.5 METERS (146 FT) NORTH OF A POWER POLE,
 BJ3330'43.3 METERS (142 FT) NORTH-NORTHWEST OF THE NORTH END OF A CEMENT
 BJ3330'CULVERT UNDER A GRAVEL ROAD, 29.3 METERS (96 FT) SOUTH OF THE CENTER
 BJ3330'OF A FENCE BRACE, 17.4 METERS (57 FT) WEST OF THE CENTER OF STATE
 BJ3330'HIGHWAY 25, 1.1 METERS (3.5 FT) EAST OF A FOUR-STRAND BARBED WIRE
 BJ3330'FENCE.
 BJ3330'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 BJ3330'THE MARK IS 1.22 M ABOVE LA 25.
 BJ3330
 BJ3330                          STATION RECOVERY (2006)
 BJ3330
 BJ3330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ3330'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3331 ***********************************************************************
 BJ3331  DESIGNATION -  59 H 007 LADH
 BJ3331  PID         -  BJ3331
 BJ3331  STATE/COUNTY-  LA/WASHINGTON
 BJ3331  USGS QUAD   -  FRANKLINTON (1983)
 BJ3331
 BJ3331                         *CURRENT SURVEY CONTROL
 BJ3331  ___________________________________________________________________
 BJ3331* NAD 83(1992)-  30 46 34.45826(N)    090 10 19.43627(W)     ADJUSTED  
 BJ3331* NAVD 88     -        66.399  (meters)     217.84   (feet)  ADJUSTED  
 BJ3331  ___________________________________________________________________
 BJ3331  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 BJ3331  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ3331  DYNAMIC HT  -          66.312 (meters)     217.56  (feet)  COMP
 BJ3331  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BJ3331
 BJ3331  HORZ ORDER  -  SECOND
 BJ3331  VERT ORDER  -  SECOND    CLASS I
 BJ3331
 BJ3331.The horizontal coordinates were established by classical geodetic methods
 BJ3331.and adjusted by the National Geodetic Survey in May 1994..
 BJ3331
 BJ3331.The orthometric height was determined by differential leveling
 BJ3331.and adjusted by the National Geodetic Survey in February 1994..
 BJ3331
 BJ3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3331
 BJ3331.The geoid height was determined by GEOID03.
 BJ3331
 BJ3331.The dynamic height is computed by dividing the NAVD 88
 BJ3331.geopotential number by the normal gravity value computed on the
 BJ3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3331.degrees latitude (g = 980.6199 gals.).
 BJ3331
 BJ3331.The modeled gravity was interpolated from observed gravity values.
 BJ3331
 BJ3331;                    North         East     Units Scale Factor Converg.
 BJ3331;SPC LA S     -   252,878.952 1,111,164.135   MT  1.00001710   +0 34 50.3
 BJ3331;SPC LA S     -   829,653.70  3,645,544.33   sFT  1.00001710   +0 34 50.3
 BJ3331;UTM  15      - 3,408,223.390   770,652.814   MT  1.00050373   +1 26 52.4
 BJ3331
 BJ3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3331!SPC LA S     -   0.99999388  x   1.00001710  =   1.00001098
 BJ3331!UTM  15      -   0.99999388  x   1.00050373  =   1.00049761
 BJ3331
 BJ3331                          SUPERSEDED SURVEY CONTROL
 BJ3331
 BJ3331  NAD 83(1992)-  30 46 34.45820(N)    090 10 19.43614(W) AD(       ) 2
 BJ3331  NAD 83(1986)-  30 46 34.47403(N)    090 10 19.43396(W) AD(       ) 2
 BJ3331  NGVD 29 (09/03/91)   66.41   (m)          217.9    (f) LEVELING    3  
 BJ3331
 BJ3331.Superseded values are not recommended for survey control.
 BJ3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3331.See file dsdata.txt to determine how the superseded data were derived.
 BJ3331
 BJ3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7065308223(NAD 83)
 BJ3331_MARKER: DE = TRAVERSE STATION DISK
 BJ3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3331_SP_SET: CONCRETE POST
 BJ3331_STAMPING: 59H007 1979
 BJ3331_MARK LOGO: LADH  
 BJ3331_PROJECTION: FLUSH
 BJ3331_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3331+STABILITY: SURFACE MOTION
 BJ3331
 BJ3331  HISTORY     - Date     Condition        Report By
 BJ3331  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3331  HISTORY     - 1982     GOOD             LADTD
 BJ3331
 BJ3331                          STATION DESCRIPTION
 BJ3331
 BJ3331'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3331'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 23, T3S,
 BJ3331'R10E. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3331'DEVELOPMENT.
 BJ3331'
 BJ3331'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 25 AND
 BJ3331'STATE HIGHWAY 16, ABOUT 3.2 KM (2.0 MILES) SOUTH OF FRANKLINTON, GO
 BJ3331'SOUTH ON HIGHWAY 25 FOR 4.8 KM (3 MILES) TO THE STATION ON THE RIGHT
 BJ3331'AND ON THE WEST SIDE OF THE HIGHWAY.
 BJ3331'
 BJ3331'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3331'LADTD) DISK STAMPED---59H007 1979--- SET INTO THE TOP OF A ROUND
 BJ3331'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3331'44.5 METERS N FROM A POWER POLE, 23.3 METERS NNW FROM THE NORTH END
 BJ3331'OF A CONCRETE CULVERT UNDER GRAVEL ROAD, 17.4 METERS W FROM THE
 BJ3331'CENTER OF HIGHWAY 25, 1.1 METERS E FROM A FOUR STRAIN BARBWIRE FENCE,
 BJ3331'AND 0.9 METERS E FROM A METAL WITNESS POST WITH SIGN ATTACH.
 BJ3331'
 BJ3331'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3331'(NOW LADTD) DISK STAMPED---59H007 1979--- SET INTO AN IRREGULAR MASS
 BJ3331'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3331
 BJ3331                          STATION RECOVERY (1982)
 BJ3331
 BJ3331'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3331'8.7 KM (5.4 MI) SOUTH FROM FRANKLINTON.
 BJ3331'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3331'OF FRANKLINTON, GO SOUTH ALONG HIGHWAY 25 FOR 4.8 KM (3 MI) TO THE
 BJ3331'STATION ON THE RIGHT (WEST OF HIGHWAY 25), 44.5 METERS (146 FT) NORTH
 BJ3331'OF A POWER POLE, 43.3 METERS (142 FT) NORTH-NORTHWEST OF THE NORTH END
 BJ3331'OF A CEMENT CULVERT UNDER A GRAVEL ROAD, 29.3 METERS (96 FT) SOUTH OF
 BJ3331'THE CENTER OF A FENCE BRACE, 17.4 METERS (57 FT) WEST OF THE CENTER OF
 BJ3331'STATE HIGHWAY 25, 1.1 METERS (3.5 FT) EAST OF A FOUR-STRAND BARBED
 BJ3331'WIRE FENCE.
 BJ3331'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 BJ3331'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3332 ***********************************************************************
 BJ3332  DESIGNATION -  59 H 008 LADH
 BJ3332  PID         -  BJ3332
 BJ3332  STATE/COUNTY-  LA/WASHINGTON
 BJ3332  USGS QUAD   -  FRANKLINTON (1983)
 BJ3332
 BJ3332                         *CURRENT SURVEY CONTROL
 BJ3332  ___________________________________________________________________
 BJ3332* NAD 83(1992)-  30 46 56.90591(N)    090 10 06.84593(W)     ADJUSTED  
 BJ3332* NAVD 88     -        47.438  (meters)     155.64   (feet)  ADJUSTED  
 BJ3332  ___________________________________________________________________
 BJ3332  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BJ3332  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3332  DYNAMIC HT  -          47.376 (meters)     155.43  (feet)  COMP
 BJ3332  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BJ3332
 BJ3332  HORZ ORDER  -  SECOND
 BJ3332  VERT ORDER  -  SECOND    CLASS I
 BJ3332
 BJ3332.The horizontal coordinates were established by classical geodetic methods
 BJ3332.and adjusted by the National Geodetic Survey in May 1994..
 BJ3332
 BJ3332.The orthometric height was determined by differential leveling
 BJ3332.and adjusted by the National Geodetic Survey in February 1994..
 BJ3332
 BJ3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3332
 BJ3332.The geoid height was determined by GEOID03.
 BJ3332
 BJ3332.The dynamic height is computed by dividing the NAVD 88
 BJ3332.geopotential number by the normal gravity value computed on the
 BJ3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3332.degrees latitude (g = 980.6199 gals.).
 BJ3332
 BJ3332.The modeled gravity was interpolated from observed gravity values.
 BJ3332
 BJ3332;                    North         East     Units Scale Factor Converg.
 BJ3332;SPC LA S     -   253,573.625 1,111,491.883   MT  1.00001858   +0 34 56.6
 BJ3332;SPC LA S     -   831,932.80  3,646,619.62   sFT  1.00001858   +0 34 56.6
 BJ3332;UTM  15      - 3,408,923.286   770,970.162   MT  1.00050585   +1 26 59.8
 BJ3332
 BJ3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3332!SPC LA S     -   0.99999686  x   1.00001858  =   1.00001544
 BJ3332!UTM  15      -   0.99999686  x   1.00050585  =   1.00050271
 BJ3332
 BJ3332                          SUPERSEDED SURVEY CONTROL
 BJ3332
 BJ3332  NAD 83(1992)-  30 46 56.90584(N)    090 10 06.84577(W) AD(       ) 2
 BJ3332  NAD 83(1986)-  30 46 56.92174(N)    090 10 06.84345(W) AD(       ) 2
 BJ3332  NGVD 29 (09/03/91)   47.45   (m)          155.7    (f) LEVELING    3  
 BJ3332
 BJ3332.Superseded values are not recommended for survey control.
 BJ3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3332.See file dsdata.txt to determine how the superseded data were derived.
 BJ3332
 BJ3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7097008923(NAD 83)
 BJ3332_MARKER: DE = TRAVERSE STATION DISK
 BJ3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3332_SP_SET: CONCRETE POST
 BJ3332_STAMPING: 59H008 1979
 BJ3332_MARK LOGO: LADH  
 BJ3332_PROJECTION: FLUSH
 BJ3332_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3332+STABILITY: SURFACE MOTION
 BJ3332
 BJ3332  HISTORY     - Date     Condition        Report By
 BJ3332  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3332  HISTORY     - 1982     GOOD             LADTD
 BJ3332
 BJ3332                          STATION DESCRIPTION
 BJ3332
 BJ3332'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3332'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 14, T3S,
 BJ3332'R10E. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3332'DEVELOPMENT.
 BJ3332'
 BJ3332'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND
 BJ3332'25 ABOUT 3.2 KM (2.0 MILES) SOUTH OF FRANKLINTON, GO SOUTH ON HIGHWAY
 BJ3332'25 FOR 4.4 KM (2.7 MILES) TO THE STATION MARK ON THE LEFT, ABOUT 0.3
 BJ3332'KM (0.2 MILE) SOUTH OF THE SOUTH END OF THE BONNER CREEK BRIDGE.
 BJ3332'
 BJ3332'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3332'LADTD) DISK STAMPED---59H008 1979--- SET INTO THE TOP OF A ROUND
 BJ3332'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3332'14.9 METERS ESE FROM THE CENTER OF HIGHWAY 25., 9.3 METERS NE FROM
 BJ3332'THE SOUTH END OF A CONCRETE CULVERT UNDER A DRIVE., 4.7 METERS SE
 BJ3332'FROM THE NORTH END OF THE CONCRETE CULVERT UNDER THE DRIVE., 2.4
 BJ3332'METERS N FROM THE CENTER OF A METAL GATE., AND 0.6 METERS W FROM A
 BJ3332'METAL WITNESS POST WITH SIGN ATTACH.
 BJ3332'
 BJ3332'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3332'(NOW LADTD) DISK STAMPED---59H008 1979--- SET INTO AN IRREGULAR MASS
 BJ3332'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3332
 BJ3332                          STATION RECOVERY (1982)
 BJ3332
 BJ3332'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3332'8.2 KM (5.1 MI) SOUTH FROM FRANKLINTON.
 BJ3332'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3332'OF FRANKLINTON, GO SOUTH FOR 4.3 KM (2.7 MI) TO THE STATION ON THE
 BJ3332'LEFT, APPROXIMATELY 0.3 KM (0.2 MI) SOUTH OF THE SOUTH END OF THE
 BJ3332'BONNER CREEK BRIDGE, 14.9 METERS (49 FT) EAST-SOUTHEAST OF THE CENTER
 BJ3332'OF STATE HIGHWAY 25, 9.3 METERS (30.5 FT) NORTHEAST OF THE SOUTH END
 BJ3332'OF A CEMENT CULVERT UNDER GRAVEL DRIVE, 4.7 METERS (15.5 FT) SOUTHEAST
 BJ3332'OF THE NORTH END OF SAME CEMENT CULVERT, 2.4 METERS (8 FT) NORTH OF
 BJ3332'THE CENTER OF A METAL GATE.
 BJ3332'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3332'THE MARK IS 0.76 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3333 ***********************************************************************
 BJ3333  DESIGNATION -  59 H 009 LADH
 BJ3333  PID         -  BJ3333
 BJ3333  STATE/COUNTY-  LA/WASHINGTON
 BJ3333  USGS QUAD   -  FRANKLINTON (1983)
 BJ3333
 BJ3333                         *CURRENT SURVEY CONTROL
 BJ3333  ___________________________________________________________________
 BJ3333* NAD 83(1992)-  30 47 16.10069(N)    090 10 04.20033(W)     ADJUSTED  
 BJ3333* NAVD 88     -        55.690  (meters)     182.71   (feet)  ADJUSTED  
 BJ3333  ___________________________________________________________________
 BJ3333  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ3333  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3333  DYNAMIC HT  -          55.618 (meters)     182.47  (feet)  COMP
 BJ3333  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BJ3333
 BJ3333  HORZ ORDER  -  SECOND
 BJ3333  VERT ORDER  -  SECOND    CLASS I
 BJ3333
 BJ3333.The horizontal coordinates were established by classical geodetic methods
 BJ3333.and adjusted by the National Geodetic Survey in May 1994..
 BJ3333
 BJ3333.The orthometric height was determined by differential leveling
 BJ3333.and adjusted by the National Geodetic Survey in February 1994..
 BJ3333
 BJ3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3333
 BJ3333.The geoid height was determined by GEOID03.
 BJ3333
 BJ3333.The dynamic height is computed by dividing the NAVD 88
 BJ3333.geopotential number by the normal gravity value computed on the
 BJ3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3333.degrees latitude (g = 980.6199 gals.).
 BJ3333
 BJ3333.The modeled gravity was interpolated from observed gravity values.
 BJ3333
 BJ3333;                    North         East     Units Scale Factor Converg.
 BJ3333;SPC LA S     -   254,165.444 1,111,556.212   MT  1.00001985   +0 34 58.0
 BJ3333;SPC LA S     -   833,874.46  3,646,830.67   sFT  1.00001985   +0 34 58.0
 BJ3333;UTM  15      - 3,409,516.300   771,025.548   MT  1.00050622   +1 27 02.0
 BJ3333
 BJ3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3333!SPC LA S     -   0.99999557  x   1.00001985  =   1.00001542
 BJ3333!UTM  15      -   0.99999557  x   1.00050622  =   1.00050179
 BJ3333
 BJ3333:                Primary Azimuth Mark                     Grid Az
 BJ3333:SPC LA S     -  59 H 008 LADH                            186 12 12.7
 BJ3333:UTM  15      -  59 H 008 LADH                            185 20 08.7
 BJ3333
 BJ3333|---------------------------------------------------------------------|
 BJ3333| PID    Reference Object                     Distance      Geod. Az  |
 BJ3333|                                                           dddmmss.s |
 BJ3333| BJ3332 59 H 008 LADH                       APPROX. 0.6 KM 1864710.7 |
 BJ3333| BJ1250 T 80 RESET 1961                     230.472 METERS 33723     |
 BJ3333|---------------------------------------------------------------------|
 BJ3333
 BJ3333                          SUPERSEDED SURVEY CONTROL
 BJ3333
 BJ3333  NAD 83(1992)-  30 47 16.10061(N)    090 10 04.20016(W) AD(       ) 2
 BJ3333  NAD 83(1986)-  30 47 16.11661(N)    090 10 04.19774(W) AD(       ) 2
 BJ3333  NGVD 29 (09/03/91)   55.70   (m)          182.7    (f) LEVELING    3  
 BJ3333
 BJ3333.Superseded values are not recommended for survey control.
 BJ3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3333.See file dsdata.txt to determine how the superseded data were derived.
 BJ3333
 BJ3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7102609516(NAD 83)
 BJ3333_MARKER: DE = TRAVERSE STATION DISK
 BJ3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3333_SP_SET: CONCRETE POST
 BJ3333_STAMPING: 59H009
 BJ3333_MARK LOGO: LADH  
 BJ3333_PROJECTION: FLUSH
 BJ3333_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3333+STABILITY: SURFACE MOTION
 BJ3333
 BJ3333  HISTORY     - Date     Condition        Report By
 BJ3333  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3333  HISTORY     - 1982     GOOD             LADTD
 BJ3333
 BJ3333                          STATION DESCRIPTION
 BJ3333
 BJ3333'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3333'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 14, T3S,
 BJ3333'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3333'DEVELOPMENT.
 BJ3333'
 BJ3333'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25
 BJ3333'ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO SOUTH ALONG HIGHWAY
 BJ3333'25 FOR 3.7 KM (2.3 MILES) TO THE STATION MARK ON THE LEFT, ABOUT 0.3
 BJ3333'KM (0.2 MILES NORTH OF THE BONNER CREEK BRIDGE.
 BJ3333'
 BJ3333'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3333'LADTD) DISK STAMPED---59H009 1979--- SET INTO THE TOP OF A ROUND
 BJ3333'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3333'18.9 METERS ENE FROM THE CENTER OF THE HIGHWAY, 10.4 METERS ESE FROM
 BJ3333'THE NORTH END OF A CONCRETE CULVERT UNDER A DRIVE, 9.3 METERS NE FROM
 BJ3333'THE SOUTH END OF THE CONCRETE CULVERT UNDER THE DRIVE, 7.6 METERS WSW
 BJ3333'FROM A 10 INCH PINE TREE, AND 0.6 METERS NNE FROM A METAL WITNESS
 BJ3333'POST WITH SIGN ATTACHED.
 BJ3333'
 BJ3333'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3333'(NOW LADTD) DISK STAMPED---59H009 1979--- SET INTO AN IRREGULAR
 BJ3333'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3333'
 BJ3333'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED---T 80
 BJ3333'RESET 1961--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT   30 CM
 BJ3333'IN DIAMETER PROJECTING  10 CM ABOVE THE GROUND LOCATED 39 METERS N
 BJ3333'FROM THE CENTER OF THE DRIVEWAY TO A HOUSE, 24.4 METERS W FROM THE
 BJ3333'CENTER OF STATE HIGHWAY 25, 2.6 METERS NE FROM A 12-INCH PINE TREE,
 BJ3333'7.8 METERS E FROM THE CENTER OF A DIM TRACK ROAD PARALLELING THE
 BJ3333'HIGHWAY, AND 0.3 METERS NW FROM A METAL WITNESS POST WITH SIGN
 BJ3333'ATTACHED.
 BJ3333
 BJ3333                          STATION RECOVERY (1982)
 BJ3333
 BJ3333'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3333'7.6 KM (4.7 MI) SOUTH FROM FRANKLINTON.
 BJ3333'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3333'OF FRANKLINTON, GO SOUTH ALONG HIGHWAY 25 FOR 3.7 KM (2.3 MI) TO THE
 BJ3333'STATION ON THE LEFT, APPROXIMATELY 0.3 KM (0.2 MI) NORTH OF THE NORTH
 BJ3333'END OF BONNER CREEK BRIDGE, 18.9 METERS (62 FT) EAST-NORTHEAST OF THE
 BJ3333'CENTER OF STATE HIGHWAY 25, 10.4 METERS (34 FT) EAST-SOUTHEAST OF THE
 BJ3333'NORTH END OF A CEMENT CULVERT UNDER GRAVEL DRIVE, 9.3 METERS (30.5 FT)
 BJ3333'NORTHEAST OF THE SOUTH END OF SAME CULVERT, 7.6 METERS (25 FT)
 BJ3333'WEST-SOUTHWEST OF A 10-INCH PINE TREE.
 BJ3333'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 BJ3333'THE MARK IS 0.76 M ABOVE LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3334 ***********************************************************************
 BJ3334  DESIGNATION -  59 H 010 LADH
 BJ3334  PID         -  BJ3334
 BJ3334  STATE/COUNTY-  LA/WASHINGTON
 BJ3334  USGS QUAD   -  FRANKLINTON (1983)
 BJ3334
 BJ3334                         *CURRENT SURVEY CONTROL
 BJ3334  ___________________________________________________________________
 BJ3334* NAD 83(1992)-  30 47 57.36063(N)    090 10 16.29495(W)     ADJUSTED  
 BJ3334* NAVD 88     -        66.612  (meters)     218.54   (feet)  ADJUSTED  
 BJ3334  ___________________________________________________________________
 BJ3334  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ3334  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3334  DYNAMIC HT  -          66.525 (meters)     218.26  (feet)  COMP
 BJ3334  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ3334
 BJ3334  HORZ ORDER  -  SECOND
 BJ3334  VERT ORDER  -  SECOND    CLASS I
 BJ3334
 BJ3334.The horizontal coordinates were established by classical geodetic methods
 BJ3334.and adjusted by the National Geodetic Survey in May 1994..
 BJ3334
 BJ3334.The orthometric height was determined by differential leveling
 BJ3334.and adjusted by the National Geodetic Survey in February 1994..
 BJ3334
 BJ3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3334
 BJ3334.The geoid height was determined by GEOID03.
 BJ3334
 BJ3334.The dynamic height is computed by dividing the NAVD 88
 BJ3334.geopotential number by the normal gravity value computed on the
 BJ3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3334.degrees latitude (g = 980.6199 gals.).
 BJ3334
 BJ3334.The modeled gravity was interpolated from observed gravity values.
 BJ3334
 BJ3334;                    North         East     Units Scale Factor Converg.
 BJ3334;SPC LA S     -   255,432.785 1,111,221.769   MT  1.00002262   +0 34 51.9
 BJ3334;SPC LA S     -   838,032.40  3,645,733.42   sFT  1.00002262   +0 34 51.9
 BJ3334;UTM  15      - 3,410,779.039   770,671.774   MT  1.00050385   +1 26 57.6
 BJ3334
 BJ3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3334!SPC LA S     -   0.99999385  x   1.00002262  =   1.00001647
 BJ3334!UTM  15      -   0.99999385  x   1.00050385  =   1.00049770
 BJ3334
 BJ3334                          SUPERSEDED SURVEY CONTROL
 BJ3334
 BJ3334  NAD 83(1992)-  30 47 57.36055(N)    090 10 16.29476(W) AD(       ) 2
 BJ3334  NAD 83(1986)-  30 47 57.37679(N)    090 10 16.29216(W) AD(       ) 2
 BJ3334  NGVD 29 (09/03/91)   66.63   (m)          218.6    (f) LEVELING    3  
 BJ3334
 BJ3334.Superseded values are not recommended for survey control.
 BJ3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3334.See file dsdata.txt to determine how the superseded data were derived.
 BJ3334
 BJ3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7067210779(NAD 83)
 BJ3334_MARKER: DE = TRAVERSE STATION DISK
 BJ3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3334_SP_SET: CONCRETE POST
 BJ3334_STAMPING: 59H010 1979
 BJ3334_MARK LOGO: LADH  
 BJ3334_PROJECTION: FLUSH
 BJ3334_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3334+STABILITY: SURFACE MOTION
 BJ3334
 BJ3334  HISTORY     - Date     Condition        Report By
 BJ3334  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3334  HISTORY     - 1982     GOOD             LADTD
 BJ3334
 BJ3334                          STATION DESCRIPTION
 BJ3334
 BJ3334'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3334'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 42, T3S,
 BJ3334'RIDE. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3334'DEVELOPMENT.
 BJ3334'
 BJ3334'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25
 BJ3334'ABOUT 3.2 KM   (2 MILES) SOUTH OF FRANKLINTON, GO SOUTH ALONG HIGHWAY
 BJ3334'25 FOR 2.7 KM (1.7 MILES) TO THE STATION MARK ON THE RIGHT AND SOUTH
 BJ3334'OF A PAVED ROAD LEADING WEST.
 BJ3334'
 BJ3334'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3334'LADTD) DISK STAMPED---59H010 1979--- SET INTO THE TOP OF A ROUND
 BJ3334'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3334'15.5 METERS WSW FROM THE CENTER OF THE HIGHWAY, 12.2 METERS SE FROM
 BJ3334'THE CENTER OF THE BETHEL CHURCH ROAD, 6.4 METERS NNE FROM THE CENTER
 BJ3334'OF THE BETHEL CHURCH SIGN, 2.4 METERS ENE FROM A TELEPHONE REPAIR
 BJ3334'BOX, AND 0.6 METERS SE FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3334'
 BJ3334'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3334'(NOW LADTD) DISK STAMPED---59H010 1979--- SET INTO AN IRREGULAR
 BJ3334'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3334
 BJ3334                          STATION RECOVERY (1982)
 BJ3334
 BJ3334'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3334'6.6 KM (4.1 MI) SOUTH FROM FRANKLINTON.
 BJ3334'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3334'OF FRANKLINTON, GO SOUTH ALONG HIGHWAY 25 FOR 2.7 KM (1.7 MI) TO THE
 BJ3334'STATION ON THE RIGHT, 15.5 METERS (51 FT) WEST-SOUTHWEST OF THE CENTER
 BJ3334'OF STATE HIGHWAY 25, 12.2 METERS (40 FT) SOUTHEAST OF THE CENTER OF
 BJ3334'BETHEL CHURCH ROAD, 9.6 METERS (31.5 FT) SOUTH-SOUTHWEST OF THE SOUTH
 BJ3334'END OF A CEMENT CULVERT, 6.4 METERS (21 FT) NORTH-NORTHEAST OF THE
 BJ3334'CENTER OF THE BETHEL CHURCH SIGN, 2.4 METERS (8 FT) EAST-NORTHEAST OF
 BJ3334'A TELEPHONE REPAIR BOX.
 BJ3334'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3334'THE MARK IS ABOVE LEVEL WITH LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3335 ***********************************************************************
 BJ3335  DESIGNATION -  59 H 011 LADH
 BJ3335  PID         -  BJ3335
 BJ3335  STATE/COUNTY-  LA/WASHINGTON
 BJ3335  USGS QUAD   -  FRANKLINTON (1983)
 BJ3335
 BJ3335                         *CURRENT SURVEY CONTROL
 BJ3335  ___________________________________________________________________
 BJ3335* NAD 83(1992)-  30 48 08.74559(N)    090 10 18.96784(W)     ADJUSTED  
 BJ3335* NAVD 88     -        67.265  (meters)     220.69   (feet)  ADJUSTED  
 BJ3335  ___________________________________________________________________
 BJ3335  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ3335  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3335  DYNAMIC HT  -          67.178 (meters)     220.40  (feet)  COMP
 BJ3335  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BJ3335
 BJ3335  HORZ ORDER  -  SECOND
 BJ3335  VERT ORDER  -  SECOND    CLASS I
 BJ3335
 BJ3335.The horizontal coordinates were established by classical geodetic methods
 BJ3335.and adjusted by the National Geodetic Survey in May 1994..
 BJ3335
 BJ3335.The orthometric height was determined by differential leveling
 BJ3335.and adjusted by the National Geodetic Survey in February 1994..
 BJ3335
 BJ3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3335
 BJ3335.The geoid height was determined by GEOID03.
 BJ3335
 BJ3335.The dynamic height is computed by dividing the NAVD 88
 BJ3335.geopotential number by the normal gravity value computed on the
 BJ3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3335.degrees latitude (g = 980.6199 gals.).
 BJ3335
 BJ3335.The modeled gravity was interpolated from observed gravity values.
 BJ3335
 BJ3335;                    North         East     Units Scale Factor Converg.
 BJ3335;SPC LA S     -   255,782.667 1,111,147.161   MT  1.00002339   +0 34 50.6
 BJ3335;SPC LA S     -   839,180.30  3,645,488.64   sFT  1.00002339   +0 34 50.6
 BJ3335;UTM  15      - 3,411,127.918   770,591.833   MT  1.00050332   +1 26 56.7
 BJ3335
 BJ3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3335!SPC LA S     -   0.99999375  x   1.00002339  =   1.00001714
 BJ3335!UTM  15      -   0.99999375  x   1.00050332  =   1.00049707
 BJ3335
 BJ3335                          SUPERSEDED SURVEY CONTROL
 BJ3335
 BJ3335  NAD 83(1992)-  30 48 08.74550(N)    090 10 18.96763(W) AD(       ) 2
 BJ3335  NAD 83(1986)-  30 48 08.76185(N)    090 10 18.96501(W) AD(       ) 2
 BJ3335  NGVD 29 (09/03/91)   67.28   (m)          220.7    (f) LEVELING    3  
 BJ3335
 BJ3335.Superseded values are not recommended for survey control.
 BJ3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3335.See file dsdata.txt to determine how the superseded data were derived.
 BJ3335
 BJ3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7059211128(NAD 83)
 BJ3335_MARKER: DE = TRAVERSE STATION DISK
 BJ3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3335_SP_SET: CONCRETE POST
 BJ3335_STAMPING: 59H011 1979
 BJ3335_MARK LOGO: LADH  
 BJ3335_PROJECTION: FLUSH
 BJ3335_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3335+STABILITY: SURFACE MOTION
 BJ3335
 BJ3335  HISTORY     - Date     Condition        Report By
 BJ3335  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3335  HISTORY     - 1982     GOOD             LADTD
 BJ3335
 BJ3335                          STATION DESCRIPTION
 BJ3335
 BJ3335'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3335'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 39, T3S,
 BJ3335'R10E. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3335'DEVELOPMENT.
 BJ3335'
 BJ3335'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25
 BJ3335'ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO SOUTH ALONG HIGHWAY
 BJ3335'25 FOR 2.3 KM (1.4 MILES) TO THE STATION MARK ON THE RIGHT AND SOUTH
 BJ3335'OF A GRAVEL DRIVE.
 BJ3335'
 BJ3335'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3335'LADTD) DISK STAMPED---59H011 1979--- SET INTO THE TOP OF A ROUND
 BJ3335'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3335'27.4 METERS NW FROM THE NORTH END OF A CONCRETE CULVERT, 19.1 METERS
 BJ3335'NNW FROM A 36 INCH RED OAK TREE, 14.9 METERS WSW FROM THE CENTER OF
 BJ3335'THE HIGHWAY, 5.8 METERS N FROM A 24 INCH PINE TREE, AND 0.6 METERS
 BJ3335'SSE FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3335'
 BJ3335'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3335'(NOW LADTD) DISK STAMPED---59H011 1979--- SET INTO AN IRREGULAR
 BJ3335'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3335
 BJ3335                          STATION RECOVERY (1982)
 BJ3335
 BJ3335'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3335'6.1 KM (3.8 MI) SOUTH FROM FRANKLINTON.
 BJ3335'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3335'OF FRANKLINTON, GO SOUTH ALONG HIGHWAY 25 FOR 2.3 KM (1.4 MI) TO THE
 BJ3335'STATION ON THE RIGHT, 27.4 METERS (90 FT) NORTHWEST OF THE NORTH END
 BJ3335'OF A CEMENT CULVERT UNDER A GRAVEL DRIVE, 19.1 METERS (62.5 FT)
 BJ3335'NORTH-NORTHWEST OF A 36-INCH RED OAK TREE, 14.9 METERS (49 FT)
 BJ3335'WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 25, 5.8 METERS (19 FT)
 BJ3335'NORTH OF A 24-INCH PINE TREE.
 BJ3335'THE MARK IS 0.61 METERS  SSE FROM A WITNESS POST.
 BJ3335'THE MARK IS ABOVE LEVEL WITH LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3336 ***********************************************************************
 BJ3336  DESIGNATION -  59 H 012 LADH
 BJ3336  PID         -  BJ3336
 BJ3336  STATE/COUNTY-  LA/WASHINGTON
 BJ3336  USGS QUAD   -  FRANKLINTON (1983)
 BJ3336
 BJ3336                         *CURRENT SURVEY CONTROL
 BJ3336  ___________________________________________________________________
 BJ3336* NAD 83(1992)-  30 48 23.09397(N)    090 10 19.65371(W)     ADJUSTED  
 BJ3336* NAVD 88     -        59.928  (meters)     196.61   (feet)  ADJUSTED  
 BJ3336  ___________________________________________________________________
 BJ3336  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ3336  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3336  DYNAMIC HT  -          59.850 (meters)     196.36  (feet)  COMP
 BJ3336  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BJ3336
 BJ3336  HORZ ORDER  -  SECOND
 BJ3336  VERT ORDER  -  SECOND    CLASS I
 BJ3336
 BJ3336.The horizontal coordinates were established by classical geodetic methods
 BJ3336.and adjusted by the National Geodetic Survey in May 1994..
 BJ3336
 BJ3336.The orthometric height was determined by differential leveling
 BJ3336.and adjusted by the National Geodetic Survey in February 1994..
 BJ3336
 BJ3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3336
 BJ3336.The geoid height was determined by GEOID03.
 BJ3336
 BJ3336.The dynamic height is computed by dividing the NAVD 88
 BJ3336.geopotential number by the normal gravity value computed on the
 BJ3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3336.degrees latitude (g = 980.6199 gals.).
 BJ3336
 BJ3336.The modeled gravity was interpolated from observed gravity values.
 BJ3336
 BJ3336;                    North         East     Units Scale Factor Converg.
 BJ3336;SPC LA S     -   256,224.345 1,111,124.451   MT  1.00002436   +0 34 50.2
 BJ3336;SPC LA S     -   840,629.37  3,645,414.14   sFT  1.00002436   +0 34 50.2
 BJ3336;UTM  15      - 3,411,569.413   770,562.417   MT  1.00050312   +1 26 56.9
 BJ3336
 BJ3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3336!SPC LA S     -   0.99999490  x   1.00002436  =   1.00001926
 BJ3336!UTM  15      -   0.99999490  x   1.00050312  =   1.00049802
 BJ3336
 BJ3336                          SUPERSEDED SURVEY CONTROL
 BJ3336
 BJ3336  NAD 83(1992)-  30 48 23.09388(N)    090 10 19.65347(W) AD(       ) 2
 BJ3336  NAD 83(1986)-  30 48 23.11035(N)    090 10 19.65086(W) AD(       ) 2
 BJ3336  NGVD 29 (09/03/91)   59.94   (m)          196.7    (f) LEVELING    3  
 BJ3336
 BJ3336.Superseded values are not recommended for survey control.
 BJ3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3336.See file dsdata.txt to determine how the superseded data were derived.
 BJ3336
 BJ3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7056211569(NAD 83)
 BJ3336_MARKER: DE = TRAVERSE STATION DISK
 BJ3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3336_SP_SET: CONCRETE POST
 BJ3336_STAMPING: 59H012 1979
 BJ3336_MARK LOGO: LADH  
 BJ3336_PROJECTION: FLUSH
 BJ3336_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3336+STABILITY: SURFACE MOTION
 BJ3336
 BJ3336  HISTORY     - Date     Condition        Report By
 BJ3336  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3336  HISTORY     - 1982     GOOD             LADTD
 BJ3336
 BJ3336                          STATION DESCRIPTION
 BJ3336
 BJ3336'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3336'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 39, T3S,
 BJ3336'R10E, OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3336'DEVELOPMENT.
 BJ3336'
 BJ3336'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3336'16, ABOUT 3.2 KM (2.0 MILES) SOUTH OF FRANKLINTON. GO SOUTH ALONG
 BJ3336'HIGHWAY 25 FOR APPROXIMATELY 1.8 KM (1.1 MILES) TO THE STATION ON THE
 BJ3336'LEFT SIDE OF THE HIGHWAY.
 BJ3336'
 BJ3336'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3336'LADTD) DISK STAMPED---59H012 1979--- SET INTO THE TOP OF A ROUND
 BJ3336'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3336'15.2 METERS W FROM THE CENTER OF HIGHWAY 25., 3.5 METERS ESE FROM THE
 BJ3336'CENTER OF FENCE BRACE., 2.0 METERS E FROM A POWER POLE, AND 0.6
 BJ3336'METERS SSE FROM A METAL WITNESS POST AND SIGN.
 BJ3336'
 BJ3336'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3336'(NOW LADTD) DISK STAMPED---59H012 1979--- SET INTO AN IRREGULAR MASS
 BJ3336'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3336
 BJ3336                          STATION RECOVERY (1982)
 BJ3336
 BJ3336'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3336'5.6 KM (3.5 MI) SOUTH FROM FRANKLINTON.
 BJ3336'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3336'OF FRANKLINTON, GO SOUTH ALONG HIGHWAY 25 FOR 1.8 KM (1.1 MI) TO THE
 BJ3336'STATION ON THE RIGHT, 15.2 METERS (50 FT) WEST OF THE CENTER OF STATE
 BJ3336'HIGHWAY 25, 3.5 METERS (11.5 FT) EAST-SOUTHEAST OF THE CENTER OF A
 BJ3336'FENCE BRACE, 2 METERS (6.5 FT) EAST OF A POWER POLE
 BJ3336'THE MARK IS 0.61 METERS  SSE FROM A WITNESS POST.
 BJ3336'THE MARK IS 0.46 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3337 ***********************************************************************
 BJ3337  DESIGNATION -  59 H 013 LADH
 BJ3337  PID         -  BJ3337
 BJ3337  STATE/COUNTY-  LA/WASHINGTON
 BJ3337  USGS QUAD   -  FRANKLINTON (1983)
 BJ3337
 BJ3337                         *CURRENT SURVEY CONTROL
 BJ3337  ___________________________________________________________________
 BJ3337* NAD 83(1992)-  30 48 41.33054(N)    090 10 14.27222(W)     ADJUSTED  
 BJ3337* NAVD 88     -        46.038  (meters)     151.04   (feet)  ADJUSTED  
 BJ3337  ___________________________________________________________________
 BJ3337  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BJ3337  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BJ3337  DYNAMIC HT  -          45.978 (meters)     150.85  (feet)  COMP
 BJ3337  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ3337
 BJ3337  HORZ ORDER  -  SECOND
 BJ3337  VERT ORDER  -  SECOND    CLASS I
 BJ3337
 BJ3337.The horizontal coordinates were established by classical geodetic methods
 BJ3337.and adjusted by the National Geodetic Survey in May 1994..
 BJ3337
 BJ3337.The orthometric height was determined by differential leveling
 BJ3337.and adjusted by the National Geodetic Survey in February 1994..
 BJ3337
 BJ3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3337
 BJ3337.The geoid height was determined by GEOID03.
 BJ3337
 BJ3337.The dynamic height is computed by dividing the NAVD 88
 BJ3337.geopotential number by the normal gravity value computed on the
 BJ3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3337.degrees latitude (g = 980.6199 gals.).
 BJ3337
 BJ3337.The modeled gravity was interpolated from observed gravity values.
 BJ3337
 BJ3337;                    North         East     Units Scale Factor Converg.
 BJ3337;SPC LA S     -   256,787.397 1,111,261.801   MT  1.00002561   +0 34 52.9
 BJ3337;SPC LA S     -   842,476.65  3,645,864.76   sFT  1.00002561   +0 34 52.9
 BJ3337;UTM  15      - 3,412,134.753   770,691.278   MT  1.00050398   +1 27 00.5
 BJ3337
 BJ3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3337!SPC LA S     -   0.99999709  x   1.00002561  =   1.00002270
 BJ3337!UTM  15      -   0.99999709  x   1.00050398  =   1.00050106
 BJ3337
 BJ3337                          SUPERSEDED SURVEY CONTROL
 BJ3337
 BJ3337  NAD 83(1992)-  30 48 41.33042(N)    090 10 14.27192(W) AD(       ) 2
 BJ3337  NAD 83(1986)-  30 48 41.34702(N)    090 10 14.26934(W) AD(       ) 2
 BJ3337  NGVD 29 (09/03/91)   46.05   (m)          151.1    (f) LEVELING    3  
 BJ3337
 BJ3337.Superseded values are not recommended for survey control.
 BJ3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3337.See file dsdata.txt to determine how the superseded data were derived.
 BJ3337
 BJ3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7069112135(NAD 83)
 BJ3337_MARKER: DE = TRAVERSE STATION DISK
 BJ3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3337_SP_SET: CONCRETE POST
 BJ3337_STAMPING: 59H013 1979
 BJ3337_MARK LOGO: LADH  
 BJ3337_PROJECTION: FLUSH
 BJ3337_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3337+STABILITY: SURFACE MOTION
 BJ3337
 BJ3337  HISTORY     - Date     Condition        Report By
 BJ3337  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3337  HISTORY     - 1982     GOOD             LADTD
 BJ3337
 BJ3337                          STATION DESCRIPTION
 BJ3337
 BJ3337'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3337'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 50, T3S,
 BJ3337'R10E, OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3337'DEVELOPMENT.
 BJ3337'
 BJ3337'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3337'16, ABOUT 3.2 KM (2.0 MILES) SOUTH OF FRANKLINTON. GO SOUTH ON
 BJ3337'HIGHWAY 25 FOR 1.1 M (0.7 MILE) TO THE STATION ON THE LEFT NEAR A
 BJ3337'POWER POLE AND THE RIGHT-OF-WAY FENCE.
 BJ3337'
 BJ3337'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3337'LADTD) DISK STAMPED---59H013 1979--- SET INTO THE TOP OF A ROUND
 BJ3337'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3337'17.7 METERS ESE FROM THE CENTER OF HIGHWAY 25, 12.6 METERS NNE FROM A
 BJ3337'RIGHT-OF-WAY MARKER, 5.5 METERS SSW FROM A POWER POLE, 0.9 METERS WNW
 BJ3337'FROM A RIGHT-OF-WAY FENCE, AND 0.6 METERS NNE FROM A METAL WITNESS
 BJ3337'POST WITH SIGN ATTACH.
 BJ3337'
 BJ3337'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3337'(NOW LADTD) DISK STAMPED---59H013 1979--- SET INTO AN IRREGULAR MASS
 BJ3337'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3337
 BJ3337                          STATION RECOVERY (1982)
 BJ3337
 BJ3337'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3337'5 KM (3.1 MI) SOUTH FROM FRANKLINTON.
 BJ3337'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3337'OF FRANKLINTON, GO SOUTH ALONG HIGHWAY 25 FOR 1.1 KM (0.7 MI) TO THE
 BJ3337'STATION ON THE LEFT, 17.7 METERS (58 FT) EAST-SOUTHEAST OF THE CENTER
 BJ3337'OF STATE HIGHWAY 25, 12.6 METERS (41.5 FT) NORTH-NORTHEAST OF A
 BJ3337'RIGHT-OF-WAY MARKER, 5.5 METERS (18 FT) SOUTH-SOUTHWEST OF A POWER
 BJ3337'POLE, 0.9 METER (3 FT) WEST-NORTHWEST OF A RIGHT-OF-WAY FENCE.
 BJ3337'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 BJ3337'THE MARK IS 1.07 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3338 ***********************************************************************
 BJ3338  DESIGNATION -  59 H 014 LADH
 BJ3338  PID         -  BJ3338
 BJ3338  STATE/COUNTY-  LA/WASHINGTON
 BJ3338  USGS QUAD   -  FRANKLINTON (1983)
 BJ3338
 BJ3338                         *CURRENT SURVEY CONTROL
 BJ3338  ___________________________________________________________________
 BJ3338* NAD 83(1992)-  30 49 00.51748(N)    090 10 17.55076(W)     ADJUSTED  
 BJ3338* NAVD 88     -        45.683  (meters)     149.88   (feet)  ADJUSTED  
 BJ3338  ___________________________________________________________________
 BJ3338  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BJ3338  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BJ3338  DYNAMIC HT  -          45.623 (meters)     149.68  (feet)  COMP
 BJ3338  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BJ3338
 BJ3338  HORZ ORDER  -  SECOND
 BJ3338  VERT ORDER  -  SECOND    CLASS I
 BJ3338
 BJ3338.The horizontal coordinates were established by classical geodetic methods
 BJ3338.and adjusted by the National Geodetic Survey in May 1994..
 BJ3338
 BJ3338.The orthometric height was determined by differential leveling
 BJ3338.and adjusted by the National Geodetic Survey in February 1994..
 BJ3338
 BJ3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3338
 BJ3338.The geoid height was determined by GEOID03.
 BJ3338
 BJ3338.The dynamic height is computed by dividing the NAVD 88
 BJ3338.geopotential number by the normal gravity value computed on the
 BJ3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3338.degrees latitude (g = 980.6199 gals.).
 BJ3338
 BJ3338.The modeled gravity was interpolated from observed gravity values.
 BJ3338
 BJ3338;                    North         East     Units Scale Factor Converg.
 BJ3338;SPC LA S     -   257,377.383 1,111,168.665   MT  1.00002693   +0 34 51.3
 BJ3338;SPC LA S     -   844,412.30  3,645,559.20   sFT  1.00002693   +0 34 51.3
 BJ3338;UTM  15      - 3,412,723.539   770,589.158   MT  1.00050330   +1 26 59.6
 BJ3338
 BJ3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3338!SPC LA S     -   0.99999714  x   1.00002693  =   1.00002407
 BJ3338!UTM  15      -   0.99999714  x   1.00050330  =   1.00050044
 BJ3338
 BJ3338                          SUPERSEDED SURVEY CONTROL
 BJ3338
 BJ3338  NAD 83(1992)-  30 49 00.51737(N)    090 10 17.55039(W) AD(       ) 2
 BJ3338  NAD 83(1986)-  30 49 00.53405(N)    090 10 17.54796(W) AD(       ) 2
 BJ3338  NGVD 29 (09/03/91)   45.70   (m)          149.9    (f) LEVELING    3  
 BJ3338
 BJ3338.Superseded values are not recommended for survey control.
 BJ3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3338.See file dsdata.txt to determine how the superseded data were derived.
 BJ3338
 BJ3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7058912724(NAD 83)
 BJ3338_MARKER: DE = TRAVERSE STATION DISK
 BJ3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3338_SP_SET: CONCRETE POST
 BJ3338_STAMPING: 59H014 1979
 BJ3338_MARK LOGO: LADH  
 BJ3338_PROJECTION: FLUSH
 BJ3338_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3338+STABILITY: SURFACE MOTION
 BJ3338
 BJ3338  HISTORY     - Date     Condition        Report By
 BJ3338  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3338  HISTORY     - 1982     GOOD             LADTD
 BJ3338
 BJ3338                          STATION DESCRIPTION
 BJ3338
 BJ3338'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3338'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 50, T3S,
 BJ3338'R10E, OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3338'DEVELOPMENT.
 BJ3338'
 BJ3338'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 25 AND
 BJ3338'16, ABOUT 3.2 KM (2.0 MILES) SOUTH OF FRANKLINTON, GO SOUTH ON
 BJ3338'HIGHWAY 25 FOR 0.5 KM (0.3 MILE) TO THE STATION ON THE LEFT ABOUT 200
 BJ3338'FEET NORTH OF A BRIDGE.
 BJ3338'
 BJ3338'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3338'LADTD) DISK STAMPED---59H014 1979--- SET INTO THE TOP OF A ROUND
 BJ3338'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3338'21.9 METERS N FROM THE NORTH END OF A CONCRETE CULVERT UNDER A
 BJ3338'DRIVEWAY., 13.1 METERS NE FROM THE CENTER OF HIGHWAY 25., 11 METERS
 BJ3338'SSW FROM A BRACE POLE., 7.6 METERS NN FROM A 24-INCH TWIN WHITE OAK
 BJ3338'TREE., AND 0.6 METERS NNW FROM A METAL WITNESS POST AND SIGN.
 BJ3338'
 BJ3338'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3338'(NOW LADTD) DISK STAMPED---59H014 1979--- SET INTO AN IRREGULAR MASS
 BJ3338'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3338
 BJ3338                          STATION RECOVERY (1982)
 BJ3338
 BJ3338'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3338'4.3 KM (2.7 MI) SOUTH FROM FRANKLINTON.
 BJ3338'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3338'OF FRANKLINTON, GO SOUTH ALONG HIGHWAY 25 FOR 0.5 RM (0.3 MI) TO THE
 BJ3338'STATION ON THE LEFT, APPROXIMATELY 200 FEET NORTH OF A BRIDGE, 21.9
 BJ3338'METERS (72 FT) NORTH OF THE NORTH END OF A CONCRETE CULVERT UNDER A
 BJ3338'DRIVE ON THE EAST SIDE OF HIGHWAY 25, 13.1 METERS (43 FT) NORTHEAST OF
 BJ3338'THE CENTER OF STATE HIGHWAY 25, 11 METERS (36 FT) SOUTH-SOUTHWEST OF A
 BJ3338'BRACE POLE, 7.6 METERS (25 FT) NORTHWEST OF A 24-INCH TWIN WHITE OAK
 BJ3338'TREE.
 BJ3338'THE MARK IS 0.61 METERS  NNW FROM A WITNESS POST.
 BJ3338'THE MARK IS 0.91 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3339 ***********************************************************************
 BJ3339  DESIGNATION -  59 H 015 LADH
 BJ3339  PID         -  BJ3339
 BJ3339  STATE/COUNTY-  LA/WASHINGTON
 BJ3339  USGS QUAD   -  FRANKLINTON (1983)
 BJ3339
 BJ3339                         *CURRENT SURVEY CONTROL
 BJ3339  ___________________________________________________________________
 BJ3339* NAD 83(1992)-  30 49 21.00466(N)    090 10 24.62285(W)     ADJUSTED  
 BJ3339* NAVD 88     -        45.709  (meters)     149.96   (feet)  ADJUSTED  
 BJ3339  ___________________________________________________________________
 BJ3339  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BJ3339  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BJ3339  DYNAMIC HT  -          45.649 (meters)     149.77  (feet)  COMP
 BJ3339  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ3339
 BJ3339  HORZ ORDER  -  SECOND
 BJ3339  VERT ORDER  -  SECOND    CLASS I
 BJ3339
 BJ3339.The horizontal coordinates were established by classical geodetic methods
 BJ3339.and adjusted by the National Geodetic Survey in May 1994..
 BJ3339
 BJ3339.The orthometric height was determined by differential leveling
 BJ3339.and adjusted by the National Geodetic Survey in February 1994..
 BJ3339
 BJ3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3339
 BJ3339.The geoid height was determined by GEOID03.
 BJ3339
 BJ3339.The dynamic height is computed by dividing the NAVD 88
 BJ3339.geopotential number by the normal gravity value computed on the
 BJ3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3339.degrees latitude (g = 980.6199 gals.).
 BJ3339
 BJ3339.The modeled gravity was interpolated from observed gravity values.
 BJ3339
 BJ3339;                    North         East     Units Scale Factor Converg.
 BJ3339;SPC LA S     -   258,006.391 1,110,974.311   MT  1.00002835   +0 34 47.7
 BJ3339;SPC LA S     -   846,475.97  3,644,921.55   sFT  1.00002835   +0 34 47.7
 BJ3339;UTM  15      - 3,413,349.825   770,385.188   MT  1.00050193   +1 26 56.8
 BJ3339
 BJ3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3339!SPC LA S     -   0.99999714  x   1.00002835  =   1.00002549
 BJ3339!UTM  15      -   0.99999714  x   1.00050193  =   1.00049907
 BJ3339
 BJ3339:                Primary Azimuth Mark                     Grid Az
 BJ3339:SPC LA S     -  5674 LAGS RESET 1968                     217 48 19.4
 BJ3339:UTM  15      -  5674 LAGS RESET 1968                     216 56 10.3
 BJ3339
 BJ3339|---------------------------------------------------------------------|
 BJ3339| PID    Reference Object                     Distance      Geod. Az  |
 BJ3339|                                                           dddmmss.s |
 BJ3339| BJ3340 5674 LAGS RESET 1968                452.709 METERS 2182307.1 |
 BJ3339|---------------------------------------------------------------------|
 BJ3339
 BJ3339                          SUPERSEDED SURVEY CONTROL
 BJ3339
 BJ3339  NAD 83(1992)-  30 49 21.00457(N)    090 10 24.62239(W) AD(       ) 2
 BJ3339  NAD 83(1986)-  30 49 21.02128(N)    090 10 24.62019(W) AD(       ) 2
 BJ3339  NGVD 29 (09/03/91)   45.73   (m)          150.0    (f) LEVELING    3  
 BJ3339
 BJ3339.Superseded values are not recommended for survey control.
 BJ3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3339.See file dsdata.txt to determine how the superseded data were derived.
 BJ3339
 BJ3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7038513350(NAD 83)
 BJ3339_MARKER: DE = TRAVERSE STATION DISK
 BJ3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3339_SP_SET: CONCRETE POST
 BJ3339_STAMPING: 59H015 1979
 BJ3339_MARK LOGO: LADH  
 BJ3339_PROJECTION: FLUSH
 BJ3339_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3339+STABILITY: SURFACE MOTION
 BJ3339
 BJ3339  HISTORY     - Date     Condition        Report By
 BJ3339  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3339  HISTORY     - 1982     GOOD             LADTD
 BJ3339
 BJ3339                          STATION DESCRIPTION
 BJ3339
 BJ3339'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3339'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 52, T3S,
 BJ3339'R10E, AT INTERSECTION OF STATE HIGHWAY 25 AND 16 NEAR THE
 BJ3339'RIGHT-OF-WAY FENCE. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF
 BJ3339'TRANSPORTATION AND DEVELOPMENT.
 BJ3339'
 BJ3339'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3339'LADTD) DISK STAMPED---59H015 1979--- SET INTO THE TOP OF A ROUND
 BJ3339'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3339'25.6 METERS N FROM THE NORTHEAST CORNER OF A TWIN CEMENT CULVERT,
 BJ3339'24.1 METERS SSE FROM THE SOUTH END OF A CEMENT CULVERT UNDER GRAVEL
 BJ3339'DRIVE., 11.7 METERS ENE FROM THE CENTER OF THE HIGHWAY, 0.6 METERS
 BJ3339'WNW FROM A RIGHT-OF-WAY FENCE, AND 0.6 METERS NNW FROM A METAL
 BJ3339'WITNESS POST AND SIGN.
 BJ3339
 BJ3339                          STATION RECOVERY (1982)
 BJ3339
 BJ3339'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3339'3.9 KM (2.4 MI) SOUTH FROM FRANKLINTON.
 BJ3339'THE STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 25 AND
 BJ3339'STATE HIGHWAY 16 SOUTH OF FRANKLINTON ON THE EAST SIDE OF STATE
 BJ3339'HIGHWAY 25 NEAR THE RIGHT-OF-WAY FENCE, 25.6 METERS (84 FT) NORTH OF
 BJ3339'THE NORTHEAST CORNER OF A TWIN CEMENT CULVERT UNDER STATE HIGHWAY 25,
 BJ3339'24.1 METERS (79 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF A CEMENT
 BJ3339'CULVERT UNDER THE DRIVE TO A REST AREA ON THE EAST SIDE OF STATE
 BJ3339'HIGHWAY 25, 11.7 METERS (38.5 FT) EAST-NORTHEAST OF THE CENTER OF
 BJ3339'STATE HIGHWAY 25, 0.6 METER (2 FT) WEST-NORTHWEST OF A RIGHT-OF-WAY
 BJ3339'FENCE.
 BJ3339'THE MARK IS 0.61 METERS  NNW FROM A WITNESS POST.
 BJ3339'THE MARK IS 0.76 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3342 ***********************************************************************
 BJ3342  DESIGNATION -  59 H 016
 BJ3342  PID         -  BJ3342
 BJ3342  STATE/COUNTY-  LA/WASHINGTON
 BJ3342  USGS QUAD   -  FRANKLINTON (1983)
 BJ3342
 BJ3342                         *CURRENT SURVEY CONTROL
 BJ3342  ___________________________________________________________________
 BJ3342* NAD 83(1992)-  30 48 36.07356(N)    090 11 10.25648(W)     ADJUSTED  
 BJ3342* NAVD 88     -        52.555  (meters)     172.42   (feet)  ADJUSTED  
 BJ3342  ___________________________________________________________________
 BJ3342  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BJ3342  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ3342  DYNAMIC HT  -          52.486 (meters)     172.20  (feet)  COMP
 BJ3342  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ3342
 BJ3342  HORZ ORDER  -  SECOND
 BJ3342  VERT ORDER  -  SECOND    CLASS I
 BJ3342
 BJ3342.The horizontal coordinates were established by classical geodetic methods
 BJ3342.and adjusted by the National Geodetic Survey in May 1994..
 BJ3342
 BJ3342.The orthometric height was determined by differential leveling
 BJ3342.and adjusted by the National Geodetic Survey in February 1994..
 BJ3342
 BJ3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3342
 BJ3342.The geoid height was determined by GEOID03.
 BJ3342
 BJ3342.The dynamic height is computed by dividing the NAVD 88
 BJ3342.geopotential number by the normal gravity value computed on the
 BJ3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3342.degrees latitude (g = 980.6199 gals.).
 BJ3342
 BJ3342.The modeled gravity was interpolated from observed gravity values.
 BJ3342
 BJ3342;                    North         East     Units Scale Factor Converg.
 BJ3342;SPC LA S     -   256,610.507 1,109,775.341   MT  1.00002525   +0 34 24.9
 BJ3342;SPC LA S     -   841,896.31  3,640,987.93   sFT  1.00002525   +0 34 24.9
 BJ3342;UTM  15      - 3,411,935.255   769,206.968   MT  1.00049409   +1 26 31.5
 BJ3342
 BJ3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3342!SPC LA S     -   0.99999606  x   1.00002525  =   1.00002131
 BJ3342!UTM  15      -   0.99999606  x   1.00049409  =   1.00049015
 BJ3342
 BJ3342                          SUPERSEDED SURVEY CONTROL
 BJ3342
 BJ3342  NAD 83(1992)-  30 48 36.07366(N)    090 11 10.25629(W) AD(       ) 2
 BJ3342  NAD 83(1986)-  30 48 36.08994(N)    090 11 10.25322(W) AD(       ) 2
 BJ3342  NGVD 29 (09/03/91)   52.57   (m)          172.5    (f) LEVELING    3  
 BJ3342
 BJ3342.Superseded values are not recommended for survey control.
 BJ3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3342.See file dsdata.txt to determine how the superseded data were derived.
 BJ3342
 BJ3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6920711935(NAD 83)
 BJ3342_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3342_SP_SET: CONCRETE POST
 BJ3342_STAMPING: 59H016 1979
 BJ3342_MARK LOGO: LADH  
 BJ3342_PROJECTION: FLUSH
 BJ3342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3342+STABILITY: SURFACE MOTION
 BJ3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3342+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 BJ3342
 BJ3342  HISTORY     - Date     Condition        Report By
 BJ3342  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3342  HISTORY     - 1982     GOOD             LADTD
 BJ3342  HISTORY     - 19900409 GOOD             LADTD
 BJ3342
 BJ3342                          STATION DESCRIPTION
 BJ3342
 BJ3342'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3342'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 14, T3S,
 BJ3342'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3342'DEVELOPMENT.
 BJ3342'
 BJ3342'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25
 BJ3342'ABOUT 3.2 KM (2 MILES SOUTH OF FRANKLINTON, GO WEST ALONG HIGHWAY 16
 BJ3342'FOR 1.9 KM (1.2 MILES) TO THE STATION MARK ON THE LEFT WHERE A POWER
 BJ3342'LINE CROSSES THE HIGHWAY.
 BJ3342'
 BJ3342'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3342'LADTD) DISK STAMPED---59H016 1979--- SET INTO THE TOP OF A ROUND
 BJ3342'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3342'15.4 METERS SE FROM THE CENTER OF THE HIGHWAY, 7.5 METERS ENE FROM A
 BJ3342'TELEPHONE JUNCTION BOX, 3.2 METERS NW FROM A 30 INCH PINE TREE, 2.9
 BJ3342'METERS NW FROM A NET WIRE FENCE, AND 0.6 METERS NE FROM A METAL
 BJ3342'WITNESS POST WITH SIGN ATTACHED.
 BJ3342'
 BJ3342'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3342'(NOW LADTD) DISK STAMPED---59H016 1979---INVALID
 BJ3342'*68*GRBI CODE.
 BJ3342
 BJ3342                          STATION RECOVERY (1982)
 BJ3342
 BJ3342'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3342'5.8 KM (3.6 MI) SW FROM FRANKLINTON.
 BJ3342'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3342'OF FRANKLINTON, GO WEST ON HIGHWAY 16 FOR 1.9 KM (1.2 MI) TO THE
 BJ3342'STATION ON THE LEFT, 15.4 METERS (50.5 FT) SOUTHEAST OF THE CENTER OF
 BJ3342'STATE HIGHWAY 16, 7.5 METERS (24.5 FT) WEST-SOUTHWEST OF A TELEPHONE
 BJ3342'REPAIR BOX, 3.2 METERS (10.5 FT) NORTHWEST OF A 30-INCH PINE TREE,
 BJ3342'2.9 METERS (9.5 FT) NORTHWEST OF A NET WIRE FENCE.
 BJ3342'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ3342'THE MARK IS 0.46 M BELOW LA 16.
 BJ3342
 BJ3342                          STATION RECOVERY (1990)
 BJ3342
 BJ3342'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3342'THE STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) NORTHWEST OF ENON AND
 BJ3342'4.8 KM (3.00 MI) SOUTHWEST OF FRANKLINTON, IN THE NORTHEAST QUARTER OF
 BJ3342'SECTION 10, R 3 S, R 10 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3342'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ3342'OF STATE HIGHWAYS 16 AND 25, ABOUT 3.2 KM (2.00 MI) SOUTH OF
 BJ3342'FRANKLINTON, GO WEST FOR 1.9 KM (1.20 MI) ON HIGHWAY 16 TO THE MARK ON
 BJ3342'THE LEFT AT A POWER LINE CROSSINGS, 15.4 M (50.5 FT) SOUTHEAST FROM
 BJ3342'THE CENTER OF THE HIGHWAY, 7.5 M (24.6 FT) EAST-NORTHEAST FROM A
 BJ3342'TELEPHONE JUNCTION BOX, 3.2 M (10.5 FT) NORTHWEST FROM A 81 CM (32 IN)
 BJ3342'PINE TREE, 2.9 M (9.5 FT) NORTHWEST FROM A NET WIRE FENCE AND 0.6 M
 BJ3342'(2.0 FT) NORTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 BJ3342'MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3343 ***********************************************************************
 BJ3343  DESIGNATION -  59 H 017
 BJ3343  PID         -  BJ3343
 BJ3343  STATE/COUNTY-  LA/WASHINGTON
 BJ3343  USGS QUAD   -  FRANKLINTON (1983)
 BJ3343
 BJ3343                         *CURRENT SURVEY CONTROL
 BJ3343  ___________________________________________________________________
 BJ3343* NAD 83(1992)-  30 48 14.47429(N)    090 11 35.06565(W)     ADJUSTED  
 BJ3343* NAVD 88     -        71.145  (meters)     233.41   (feet)  ADJUSTED  
 BJ3343  ___________________________________________________________________
 BJ3343  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 BJ3343  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ3343  DYNAMIC HT  -          71.053 (meters)     233.11  (feet)  COMP
 BJ3343  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BJ3343
 BJ3343  HORZ ORDER  -  SECOND
 BJ3343  VERT ORDER  -  SECOND    CLASS I
 BJ3343
 BJ3343.The horizontal coordinates were established by classical geodetic methods
 BJ3343.and adjusted by the National Geodetic Survey in May 1994..
 BJ3343
 BJ3343.The orthometric height was determined by differential leveling
 BJ3343.and adjusted by the National Geodetic Survey in February 1994..
 BJ3343
 BJ3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3343
 BJ3343.The geoid height was determined by GEOID03.
 BJ3343
 BJ3343.The dynamic height is computed by dividing the NAVD 88
 BJ3343.geopotential number by the normal gravity value computed on the
 BJ3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3343.degrees latitude (g = 980.6199 gals.).
 BJ3343
 BJ3343.The modeled gravity was interpolated from observed gravity values.
 BJ3343
 BJ3343;                    North         East     Units Scale Factor Converg.
 BJ3343;SPC LA S     -   255,938.768 1,109,122.514   MT  1.00002378   +0 34 12.5
 BJ3343;SPC LA S     -   839,692.44  3,638,846.11   sFT  1.00002378   +0 34 12.5
 BJ3343;UTM  15      - 3,411,253.380   768,564.095   MT  1.00048983   +1 26 17.9
 BJ3343
 BJ3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3343!SPC LA S     -   0.99999314  x   1.00002378  =   1.00001692
 BJ3343!UTM  15      -   0.99999314  x   1.00048983  =   1.00048296
 BJ3343
 BJ3343                          SUPERSEDED SURVEY CONTROL
 BJ3343
 BJ3343  NAD 83(1992)-  30 48 14.47443(N)    090 11 35.06557(W) AD(       ) 2
 BJ3343  NAD 83(1986)-  30 48 14.49066(N)    090 11 35.06203(W) AD(       ) 2
 BJ3343  NGVD 29 (09/03/91)   71.16   (m)          233.5    (f) LEVELING    3  
 BJ3343
 BJ3343.Superseded values are not recommended for survey control.
 BJ3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3343.See file dsdata.txt to determine how the superseded data were derived.
 BJ3343
 BJ3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6856411253(NAD 83)
 BJ3343_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3343_SP_SET: CONCRETE POST
 BJ3343_STAMPING: 59H017 1979
 BJ3343_MARK LOGO: LADH  
 BJ3343_PROJECTION: FLUSH
 BJ3343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3343+STABILITY: SURFACE MOTION
 BJ3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3343+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 BJ3343
 BJ3343  HISTORY     - Date     Condition        Report By
 BJ3343  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3343  HISTORY     - 1982     GOOD             LADTD
 BJ3343  HISTORY     - 19900409 GOOD             LADTD
 BJ3343
 BJ3343                          STATION DESCRIPTION
 BJ3343
 BJ3343'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3343'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, T3S,
 BJ3343'R10E, OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3343'DEVELOPMENT.
 BJ3343'
 BJ3343'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND
 BJ3343'25 ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO WEST ON HIGHWAY 16
 BJ3343'FOR 2.9 KM (1.8 MILES) TO THE STATION ON THE RIGHT NEAR A POWER POLE
 BJ3343'AT THE TOP OF A HILL.
 BJ3343'
 BJ3343'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3343'LADTD) DISK STAMPED---59H017 1979--- SET INTO THE TOP OF A ROUND
 BJ3343'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3343'84.4 METERS W FROM THE CENTER OF PARISH ROAD 31., 53.9 METERS W FROM
 BJ3343'A RIGHT OF WAY MARKER., 15.8 METERS N FROM THE CENTER OF HIGHWAY 16.,
 BJ3343'AND 1.2 METERS S FROM A POWER POLE WITH WITNESS SIGN ATTATCHED.
 BJ3343'
 BJ3343'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3343'(NOW LADTD) DISK STAMPED---59H017 1979--- SET INTO AN IRREGULAR MASS
 BJ3343'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3343
 BJ3343                          STATION RECOVERY (1982)
 BJ3343
 BJ3343'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3343'6.8 KM (4.2 MI) SW FROM FRANKLINTON.
 BJ3343'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3343'OF FRANKLINTON, GO WEST ALONG STATE HIGHWAY 16 FOR 2.9 KM (1.8 MI) TO
 BJ3343'THE STATION ON THE RIGHT, 84.4 METERS (277 FT) WEST OF THE CENTER OF
 BJ3343'PARISH ROAD NO. 31, 53.9 METERS (177 FT) WEST OF A RIGHT-OF-WAY
 BJ3343'MARKER, 15.8 METERS (52 FT) NORTH OF THE CENTER OF STATE HIGHWAY 16,
 BJ3343'1.2 METERS (4 FT) SOUTH OF A POWER POLE WITH TWO METAL WITNESS SIGNS.
 BJ3343'THE MARK IS 1.22 METERS  S FROM  POWER POLE WITH TWO SIGN
 BJ3343'THE MARK IS 0.76 M ABOVE LA 16.
 BJ3343
 BJ3343                          STATION RECOVERY (1990)
 BJ3343
 BJ3343'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3343'THE STATION IS LOCATED ABOUT 13.4 KM (8.30 MI) NORTHWEST OF ENON AND
 BJ3343'5.8 KM (3.60 MI) SOUTHWEST FROM FRANKLINTON, IN SECTION 10, T 3 S, R
 BJ3343'10 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3343'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ3343'16 AND 25 ABOUT 3.2 KM (2.00 MI) SOUTH OF FRANKLINTON, GO WEST FOR 2.9
 BJ3343'KM (1.80 MI) ON HIGHWAY 16 TO THE MARK ON THE RIGHT NEAR A POWER POLE
 BJ3343'AT TOP OF A HILL, 84.4 M (276.9 FT) WEST FROM THE CENTER OF A PARISH
 BJ3343'ROAD NUMBER 31, 53.9 M (176.8 FT) WEST FROM A RIGHT-OF-WAY MARKER,
 BJ3343'15.8 M (51.8 FT) NORTH FROM THE CENTER OF THE HIGHWAY AND 1.2 M (3.9
 BJ3343'FT) SOUTH FROM A POWER POLE WITH WITNESS SIGN ATTACHED.  THE MARK IS
 BJ3343'RECESSED 2.5 CM (1 IN) BELOW THE GROUND SURFACE AND ABOUT 1.5 M (4.9
 BJ3343'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3350 ***********************************************************************
 BJ3350  DESIGNATION -  59 H 018
 BJ3350  PID         -  BJ3350
 BJ3350  STATE/COUNTY-  LA/WASHINGTON
 BJ3350  USGS QUAD   -  FRANKLINTON (1983)
 BJ3350
 BJ3350                         *CURRENT SURVEY CONTROL
 BJ3350  ___________________________________________________________________
 BJ3350* NAD 83(1992)-  30 48 01.53783(N)    090 11 48.62338(W)     ADJUSTED  
 BJ3350* NAVD 88     -        68.822  (meters)     225.79   (feet)  ADJUSTED  
 BJ3350  ___________________________________________________________________
 BJ3350  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BJ3350  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ3350  DYNAMIC HT  -          68.732 (meters)     225.50  (feet)  COMP
 BJ3350  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ3350
 BJ3350  HORZ ORDER  -  SECOND
 BJ3350  VERT ORDER  -  SECOND    CLASS I
 BJ3350
 BJ3350.The horizontal coordinates were established by classical geodetic methods
 BJ3350.and adjusted by the National Geodetic Survey in May 1994..
 BJ3350
 BJ3350.The orthometric height was determined by differential leveling
 BJ3350.and adjusted by the National Geodetic Survey in February 1994..
 BJ3350
 BJ3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3350
 BJ3350.The geoid height was determined by GEOID03.
 BJ3350
 BJ3350.The dynamic height is computed by dividing the NAVD 88
 BJ3350.geopotential number by the normal gravity value computed on the
 BJ3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3350.degrees latitude (g = 980.6199 gals.).
 BJ3350
 BJ3350.The modeled gravity was interpolated from observed gravity values.
 BJ3350
 BJ3350;                    North         East     Units Scale Factor Converg.
 BJ3350;SPC LA S     -   255,536.804 1,108,766.068   MT  1.00002290   +0 34 05.7
 BJ3350;SPC LA S     -   838,373.66  3,637,676.67   sFT  1.00002290   +0 34 05.7
 BJ3350;UTM  15      - 3,410,845.873   768,213.617   MT  1.00048751   +1 26 10.4
 BJ3350
 BJ3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3350!SPC LA S     -   0.99999350  x   1.00002290  =   1.00001640
 BJ3350!UTM  15      -   0.99999350  x   1.00048751  =   1.00048101
 BJ3350
 BJ3350                          SUPERSEDED SURVEY CONTROL
 BJ3350
 BJ3350  NAD 83(1992)-  30 48 01.53797(N)    090 11 48.62333(W) AD(       ) 2
 BJ3350  NAD 83(1986)-  30 48 01.55420(N)    090 11 48.61967(W) AD(       ) 2
 BJ3350  NGVD 29 (09/03/91)   68.84   (m)          225.9    (f) LEVELING    3  
 BJ3350
 BJ3350.Superseded values are not recommended for survey control.
 BJ3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3350.See file dsdata.txt to determine how the superseded data were derived.
 BJ3350
 BJ3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6821410846(NAD 83)
 BJ3350_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3350_SP_SET: CONCRETE POST
 BJ3350_STAMPING: 59H018 1979
 BJ3350_MARK LOGO: LADH  
 BJ3350_PROJECTION: FLUSH
 BJ3350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3350+STABILITY: SURFACE MOTION
 BJ3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3350+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 BJ3350
 BJ3350  HISTORY     - Date     Condition        Report By
 BJ3350  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3350  HISTORY     - 1982     GOOD             LADTD
 BJ3350  HISTORY     - 19900409 GOOD             LADTD
 BJ3350
 BJ3350                          STATION DESCRIPTION
 BJ3350
 BJ3350'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3350'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 9, T3S,
 BJ3350'R10E, OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3350'DEVELOPMENT.
 BJ3350'
 BJ3350'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25
 BJ3350'ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO WEST ALONG HIGHWAY 16
 BJ3350'FOR 3.5 KM (2.2 MILES) TO THE STATION ON THE LEFT IN FRONT OF A WOOD
 BJ3350'FRAME HOUSE.
 BJ3350'
 BJ3350'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3350'LADTD) DISK STAMPED---59H018 1979--- SET INTO THE TOP OF A ROUND
 BJ3350'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3350'21.5 METERS NW FROM    A NIGHT LIGHT POLE, 20 METERS WNW FROM A 48
 BJ3350'INCH WATER OAK TREE, 9.3 METERS SE FROM THE CENTER OF THE HIGHWAY,
 BJ3350'7.6 METERS ENE FROM THE EAST END OF A CEMENT CULVERT, AND 0.6 METERS
 BJ3350'NE FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3350'
 BJ3350'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3350'(NOW LADTD) DISK STAMPED---59H018 1979---INVALID
 BJ3350'*68*GRBI CODE.
 BJ3350
 BJ3350                          STATION RECOVERY (1982)
 BJ3350
 BJ3350'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3350'7.4 KM (4.6 MI) SW FROM FRANKLINTON.
 BJ3350'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3350'OF FRANKLINTON, GO WEST ON HIGHWAY 16 FOR 3.5 KM (2.2 MI) TO THE
 BJ3350'STATION ON THE LEFT, 21.5 METERS (70.5 FT) NORTHWEST OF A NIGHT LIGHT
 BJ3350'POLE, 20 METERS (65.5 FT) WEST-NORTHWEST OF A 48-INCH WATER OAK TREE,
 BJ3350'9.3 METERS (30.5 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 16, 7.6
 BJ3350'METERS (25 FT) EAST-NORTHEAST OF THE EAST END OF A CEMENT CULVERT.
 BJ3350'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ3350'THE MARK IS ABOVE LEVEL WITH LA 16.
 BJ3350
 BJ3350                          STATION RECOVERY (1990)
 BJ3350
 BJ3350'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3350'THE STATION IS LOCATED ABOUT 13.4 KM (8.30 MI) NORTHWEST OF ENON AND
 BJ3350'6.3 KM (3.90 MI) SOUTHWEST OF FRANKLINTON, IN THE SOUTHEAST QUARTER OF
 BJ3350'SECTION 9, T 3 S, R 10 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3350'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ3350'OF STATE HIGHWAYS 16 AND 25, ABOUT 3.2 KM (2.00 MI) SOUTH OF
 BJ3350'FRANKLINTON, GO WEST FOR 3.5 KM (2.15 MI) ON HIGHWAY 16 TO THE MARK ON
 BJ3350'THE LEFT ON THE BACK SLOPE. THE STATION IS 9.3 M (30.5 FT) SOUTHEAST
 BJ3350'FROM THE CENTER OF THE HIGHWAY, 7.6 M (24.9 FT) EAST-NORTHEAST FROM
 BJ3350'THE EAST END OF A CEMENT CULVERT, 7.3 M (24.0 FT) NORTH FROM A TRIPLE
 BJ3350'TRUNK HOLLY TREE AND 0.6 M (2.0 FT) NORTHEAST FROM A METAL WITNESS
 BJ3350'POST WITH SIGN ATTACHED. THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 BJ3350'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3351 ***********************************************************************
 BJ3351  DESIGNATION -  59 H 019
 BJ3351  PID         -  BJ3351
 BJ3351  STATE/COUNTY-  LA/WASHINGTON
 BJ3351  USGS QUAD   -  FRANKLINTON (1983)
 BJ3351
 BJ3351                         *CURRENT SURVEY CONTROL
 BJ3351  ___________________________________________________________________
 BJ3351* NAD 83(1992)-  30 47 36.94702(N)    090 12 13.53764(W)     ADJUSTED  
 BJ3351* NAVD 88     -        67.884  (meters)     222.72   (feet)  ADJUSTED  
 BJ3351  ___________________________________________________________________
 BJ3351  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BJ3351  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3351  DYNAMIC HT  -          67.795 (meters)     222.42  (feet)  COMP
 BJ3351  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ3351
 BJ3351  HORZ ORDER  -  SECOND
 BJ3351  VERT ORDER  -  SECOND    CLASS I
 BJ3351
 BJ3351.The horizontal coordinates were established by classical geodetic methods
 BJ3351.and adjusted by the National Geodetic Survey in May 1994..
 BJ3351
 BJ3351.The orthometric height was determined by differential leveling
 BJ3351.and adjusted by the National Geodetic Survey in February 1994..
 BJ3351
 BJ3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3351
 BJ3351.The geoid height was determined by GEOID03.
 BJ3351
 BJ3351.The dynamic height is computed by dividing the NAVD 88
 BJ3351.geopotential number by the normal gravity value computed on the
 BJ3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3351.degrees latitude (g = 980.6199 gals.).
 BJ3351
 BJ3351.The modeled gravity was interpolated from observed gravity values.
 BJ3351
 BJ3351;                    North         East     Units Scale Factor Converg.
 BJ3351;SPC LA S     -   254,772.974 1,108,111.229   MT  1.00002124   +0 33 53.3
 BJ3351;SPC LA S     -   835,867.67  3,635,528.26   sFT  1.00002124   +0 33 53.3
 BJ3351;UTM  15      - 3,410,071.855   767,570.123   MT  1.00048325   +1 25 56.6
 BJ3351
 BJ3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3351!SPC LA S     -   0.99999365  x   1.00002124  =   1.00001489
 BJ3351!UTM  15      -   0.99999365  x   1.00048325  =   1.00047689
 BJ3351
 BJ3351                          SUPERSEDED SURVEY CONTROL
 BJ3351
 BJ3351  NAD 83(1992)-  30 47 36.94710(N)    090 12 13.53760(W) AD(       ) 2
 BJ3351  NAD 83(1986)-  30 47 36.96364(N)    090 12 13.53380(W) AD(       ) 2
 BJ3351  NGVD 29 (09/03/91)   67.90   (m)          222.8    (f) LEVELING    3  
 BJ3351
 BJ3351.Superseded values are not recommended for survey control.
 BJ3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3351.See file dsdata.txt to determine how the superseded data were derived.
 BJ3351
 BJ3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6757010072(NAD 83)
 BJ3351_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3351_SP_SET: CONCRETE POST
 BJ3351_STAMPING: 59H019 1979
 BJ3351_MARK LOGO: LADH  
 BJ3351_PROJECTION: FLUSH
 BJ3351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3351+STABILITY: SURFACE MOTION
 BJ3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3351+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 BJ3351
 BJ3351  HISTORY     - Date     Condition        Report By
 BJ3351  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3351  HISTORY     - 1982     GOOD             LADTD
 BJ3351  HISTORY     - 19900409 GOOD             LADTD
 BJ3351
 BJ3351                          STATION DESCRIPTION
 BJ3351
 BJ3351'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3351'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 16, T3S,
 BJ3351'R10E, OWNERSHIP---THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3351'DEVELOPMENT.
 BJ3351'
 BJ3351'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25
 BJ3351'ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO WEST ALONG HIGHWAY 16
 BJ3351'FOR 4.5 KM (2.8 MILES) TO THE STATION ON THE RIGHT.
 BJ3351'
 BJ3351'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3351'LADTD) DISK STAMPED---59H019 1979--- SET INTO THE TOP OF A ROUND
 BJ3351'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3351'19.8 METERS SSW FROM A POWER POLE, 14.9 METERS WNW FROM THE CENTER OF
 BJ3351'HIGHWAY 16, 14.5 METERS SW FROM THE CENTER OF A GRAVEL DRIVE, 9.9
 BJ3351'METERS E FROM A 10 INCH PINE TREE, AND 0.6 METERS SW FROM A METAL
 BJ3351'WITNESS POST WITH SIGN ATTACHED.
 BJ3351'
 BJ3351'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3351'(NOW LADTD) DISK STAMPED---59H019 1979--- SET INTO AN IRREGULAR
 BJ3351'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3351
 BJ3351                          STATION RECOVERY (1982)
 BJ3351
 BJ3351'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3351'8.4 KM (5.2 MI) SW FROM FRANKLINTON.
 BJ3351'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3351'OF FRANKLINTON, GO WEST ON STATE HIGHWAY 16 FOR 4.5 KM (2.8 MI) TO THE
 BJ3351'STATION ON THE RIGHT, 19.8 METERS (65 FT) SOUTH-SOUTHEAST OF A POWER
 BJ3351'POLE, 14.9 METERS (49 FT) WEST-NORTHWEST OF THE CENTER OF STATE
 BJ3351'HIGHWAY 16, 14.5 METERS (47.5 FT) SOUTHWEST OF THE CENTER OF A GRAVEL
 BJ3351'DRIVE, 9.9 METERS (32.5 FT) EAST OF A 16-INCH PINE TREE.
 BJ3351'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BJ3351'THE MARK IS 0.61 M ABOVE LA 16.
 BJ3351
 BJ3351                          STATION RECOVERY (1990)
 BJ3351
 BJ3351'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3351'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) NORTHWEST OF ENON AND
 BJ3351'7.6 KM (4.70 MI) SOUTHWEST OF FRANKLINTON, IN THE NORTHWEST QUARTER OF
 BJ3351'SECTION 16, T 3 S, R 10 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3351'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ3351'OF STATE HIGHWAYS 16 AND 25, ABOUT 3.2 KM (2.00 MI) SOUTH OF
 BJ3351'FRANKLINTON, GO WEST FOR 4.5 KM (2.80 MI) ON HIGHWAY 16 TO THE MARK ON
 BJ3351'THE RIGHT. THE STATION IS 19.8 M (65.0 FT) SOUTH-SOUTHWEST FROM A
 BJ3351'POWER POLE, 14.9 M (48.9 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 BJ3351'HIGHWAY, 14.5 M (47.6 FT) SOUTHWEST FROM THE CENTER OF A GRAVEL DRIVE,
 BJ3351'5.8 M (19.0 FT) EAST-SOUTHEAST FROM A FENCE AND 0.6 M (2.0 FT)
 BJ3351'SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 BJ3351'RECESSED 2.5 CM (1 IN) BELOW THE GROUND SURFACE AND ABOUT 0.3 M (1.0
 BJ3351'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3344 ***********************************************************************
 BJ3344  DESIGNATION -  59 H 020 LADH
 BJ3344  PID         -  BJ3344
 BJ3344  STATE/COUNTY-  LA/WASHINGTON
 BJ3344  USGS QUAD   -  FRANKLINTON (1983)
 BJ3344
 BJ3344                         *CURRENT SURVEY CONTROL
 BJ3344  ___________________________________________________________________
 BJ3344* NAD 83(1992)-  30 48 33.24418(N)    090 11 47.89024(W)     ADJUSTED  
 BJ3344* NAVD 88     -        73.755  (meters)     241.98   (feet)  ADJUSTED  
 BJ3344  ___________________________________________________________________
 BJ3344  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 BJ3344  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ3344  DYNAMIC HT  -          73.659 (meters)     241.66  (feet)  COMP
 BJ3344  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ3344
 BJ3344  HORZ ORDER  -  SECOND
 BJ3344  VERT ORDER  -  SECOND    CLASS I
 BJ3344
 BJ3344.The horizontal coordinates were established by classical geodetic methods
 BJ3344.and adjusted by the National Geodetic Survey in May 1994..
 BJ3344
 BJ3344.The orthometric height was determined by differential leveling
 BJ3344.and adjusted by the National Geodetic Survey in February 1994..
 BJ3344
 BJ3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3344
 BJ3344.The geoid height was determined by GEOID03.
 BJ3344
 BJ3344.The dynamic height is computed by dividing the NAVD 88
 BJ3344.geopotential number by the normal gravity value computed on the
 BJ3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3344.degrees latitude (g = 980.6199 gals.).
 BJ3344
 BJ3344.The modeled gravity was interpolated from observed gravity values.
 BJ3344
 BJ3344;                    North         East     Units Scale Factor Converg.
 BJ3344;SPC LA S     -   256,513.406 1,108,775.872   MT  1.00002505   +0 34 06.1
 BJ3344;SPC LA S     -   841,577.73  3,637,708.84   sFT  1.00002505   +0 34 06.1
 BJ3344;UTM  15      - 3,411,822.964   768,208.620   MT  1.00048747   +1 26 12.1
 BJ3344
 BJ3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3344!SPC LA S     -   0.99999273  x   1.00002505  =   1.00001778
 BJ3344!UTM  15      -   0.99999273  x   1.00048747  =   1.00048019
 BJ3344
 BJ3344                          SUPERSEDED SURVEY CONTROL
 BJ3344
 BJ3344  NAD 83(1992)-  30 48 33.24451(N)    090 11 47.89016(W) AD(       ) 2
 BJ3344  NAD 83(1986)-  30 48 33.26000(N)    090 11 47.88696(W) AD(       ) 2
 BJ3344  NGVD 29 (09/03/91)   73.77   (m)          242.0    (f) LEVELING    3  
 BJ3344
 BJ3344.Superseded values are not recommended for survey control.
 BJ3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3344.See file dsdata.txt to determine how the superseded data were derived.
 BJ3344
 BJ3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6820911823(NAD 83)
 BJ3344_MARKER: DE = TRAVERSE STATION DISK
 BJ3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3344_SP_SET: CONCRETE POST
 BJ3344_STAMPING: 59H020 1979
 BJ3344_MARK LOGO: LADH  
 BJ3344_PROJECTION: FLUSH
 BJ3344_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3344+STABILITY: SURFACE MOTION
 BJ3344
 BJ3344  HISTORY     - Date     Condition        Report By
 BJ3344  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3344  HISTORY     - 1982     GOOD             LADTD
 BJ3344
 BJ3344                          STATION DESCRIPTION
 BJ3344
 BJ3344'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3344'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, T3S,
 BJ3344'R10E. OWNERSHIP--- WASHINGTON PARISH.
 BJ3344'
 BJ3344'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3344'16 ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO WEST ON HIGHWAY 16
 BJ3344'FOR 2.6 KM (1.6 MILES) TO THE JUNCTION OF HIGHWAY 16 AND WASHINGTON
 BJ3344'PARISH ROAD 31, THENCE TURN RIGHT AND GO NORTH ON PARISH ROAD 31 FOR
 BJ3344'0.6 KM (0.4 MILES) TO THE STATION ON THE RIGHT UNDER A POWER LINE AND
 BJ3344'NEAR A BRICK HOUSE.
 BJ3344'
 BJ3344'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3344'LADTD) DISK STAMPED---59H020 1979--- SET INTO THE TOP OF A ROUND
 BJ3344'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.6
 BJ3344'METERS S FROM THE NORTHWEST CORNER OF A BARBED WIRE FENCE., 6.1
 BJ3344'METERS N FROM THE SOUTHWEST CORNER OF A BARBED WIRE FENCE., 5.6
 BJ3344'METERS E FROM THE CENTER OF THE ROAD., AND 0.6 METERS N FROM A METAL
 BJ3344'WITNESS POST WITH A SIGN ATTACHED.
 BJ3344'
 BJ3344'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3344'(NOW LADTD) DISK STAMPED---59H020 1979--- SET INTO AN IRREGULAR MASS
 BJ3344'OF CONCRETE .91 METERS BELOW THE SURFACE.
 BJ3344
 BJ3344                          STATION RECOVERY (1982)
 BJ3344
 BJ3344'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3344'7.1 KM (4.4 MI) SW FROM FRANKLINTON.
 BJ3344'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3344'OF FRANKLINTON, GO WEST ALONG HIGHWAY 16 FOR 2.9 KM (1.8 MI) TO THE
 BJ3344'INTERSECTION WITH PARISH HIGHWAY 31 ON THE RIGHT, TURN RIGHT ON PARISH
 BJ3344'HIGHWAY 31 AND GO NORTHWEST FOR 0.6 KM (0.4 MI) TO THE STATION ON THE
 BJ3344'RIGHT NEAR A FENCE AND UNDER A POWER LINE, 7.6 METERS (25 FT) SOUTH OF
 BJ3344'THE NORTHWEST CORNER OF BARBED WIRE FENCE, 6.1 METERS (20 FT) NORTH OF
 BJ3344'THE SOUTHWEST CORNER OF A BARBED WIRE FENCE, 5.6 METERS (18.5 FT) EAST
 BJ3344'OF THE CENTER OF PARISH ROAD 31, 0.9 METER (3 FT) WEST OF A BARBED
 BJ3344'WIRE FENCE.
 BJ3344'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3344'THE MARK IS ABOVE LEVEL WITH PARISH HIGHWAY 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3345 ***********************************************************************
 BJ3345  DESIGNATION -  59 H 021 LADH
 BJ3345  PID         -  BJ3345
 BJ3345  STATE/COUNTY-  LA/WASHINGTON
 BJ3345  USGS QUAD   -  FRANKLINTON (1983)
 BJ3345
 BJ3345                         *CURRENT SURVEY CONTROL
 BJ3345  ___________________________________________________________________
 BJ3345* NAD 83(1992)-  30 48 32.83922(N)    090 12 41.57695(W)     ADJUSTED  
 BJ3345* NAVD 88     -        71.886  (meters)     235.85   (feet)  ADJUSTED  
 BJ3345  ___________________________________________________________________
 BJ3345  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BJ3345  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3345  DYNAMIC HT  -          71.793 (meters)     235.54  (feet)  COMP
 BJ3345  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BJ3345
 BJ3345  HORZ ORDER  -  SECOND
 BJ3345  VERT ORDER  -  SECOND    CLASS I
 BJ3345
 BJ3345.The horizontal coordinates were established by classical geodetic methods
 BJ3345.and adjusted by the National Geodetic Survey in May 1994..
 BJ3345
 BJ3345.The orthometric height was determined by differential leveling
 BJ3345.and adjusted by the National Geodetic Survey in February 1994..
 BJ3345
 BJ3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3345
 BJ3345.The geoid height was determined by GEOID03.
 BJ3345
 BJ3345.The dynamic height is computed by dividing the NAVD 88
 BJ3345.geopotential number by the normal gravity value computed on the
 BJ3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3345.degrees latitude (g = 980.6199 gals.).
 BJ3345
 BJ3345.The modeled gravity was interpolated from observed gravity values.
 BJ3345
 BJ3345;                    North         East     Units Scale Factor Converg.
 BJ3345;SPC LA S     -   256,486.872 1,107,348.947   MT  1.00002503   +0 33 39.3
 BJ3345;SPC LA S     -   841,490.68  3,633,027.34   sFT  1.00002503   +0 33 39.3
 BJ3345;UTM  15      - 3,411,774.789   766,781.609   MT  1.00047805   +1 25 44.5
 BJ3345
 BJ3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3345!SPC LA S     -   0.99999302  x   1.00002503  =   1.00001805
 BJ3345!UTM  15      -   0.99999302  x   1.00047805  =   1.00047106
 BJ3345
 BJ3345                          SUPERSEDED SURVEY CONTROL
 BJ3345
 BJ3345  NAD 83(1992)-  30 48 32.84001(N)    090 12 41.57699(W) AD(       ) 2
 BJ3345  NAD 83(1986)-  30 48 32.85391(N)    090 12 41.57367(W) AD(       ) 2
 BJ3345  NGVD 29 (09/03/91)   71.90   (m)          235.9    (f) LEVELING    3  
 BJ3345
 BJ3345.Superseded values are not recommended for survey control.
 BJ3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3345.See file dsdata.txt to determine how the superseded data were derived.
 BJ3345
 BJ3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6678211775(NAD 83)
 BJ3345_MARKER: DE = TRAVERSE STATION DISK
 BJ3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3345_SP_SET: CONCRETE POST
 BJ3345_STAMPING: 59H021 1979
 BJ3345_MARK LOGO: LADH  
 BJ3345_PROJECTION: RECESSED 8 CENTIMETERS
 BJ3345_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3345+STABILITY: SURFACE MOTION
 BJ3345
 BJ3345  HISTORY     - Date     Condition        Report By
 BJ3345  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3345  HISTORY     - 1982     GOOD             LADTD
 BJ3345
 BJ3345                          STATION DESCRIPTION
 BJ3345
 BJ3345'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3345'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 8, T 3 S,
 BJ3345'R 10 E,OWNERSHIP-- MR. JIMMY CORKERN.
 BJ3345'
 BJ3345'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ3345'16 ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO WEST ON HIGHWAY 16
 BJ3345'FOR 1.9 KM (1.75 MILES) TO PARISH ROAD 31, TURN RIGHT AND CONTINUE
 BJ3345'FOR APPROXITMATLY 0.8 KM (0.50) TO THE FIRST BLACK-TOP ROAD ON THE
 BJ3345'LEFT. THENCE TURN AND CONTINUE FOR APPROXITMATLY 1.2 KM (0.75 MILE)
 BJ3345'TO THE STATION ON THE LEFT IN A PASTURE.
 BJ3345'
 BJ3345'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3345'LADTD) DISK STAMPED---59H021 1979--- SET INTO THE TOP OF A ROUND
 BJ3345'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3345'16.5 METERS SE FROM THE CENTER OF THE BLACK-TOP ROAD., 9.1 METERS NSW
 BJ3345'FROM A 12 INCH LIVE OAK., 7.5 METERS ESE FROM A METAL WITNESS POST
 BJ3345'AND SIGN., 3.4 METERS SE FROM A NET WIRE FENCE., AND 2.6 METERS S
 BJ3345'FROM A METAL WITNESS POST AND SIGN.
 BJ3345'
 BJ3345'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3345'(NOW LADTD) DISK STAMPED---59H021 1979--- SET INTO AN IRREGULAR MASS
 BJ3345'OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BJ3345
 BJ3345                          STATION RECOVERY (1982)
 BJ3345
 BJ3345'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3345'8.7 KM (5.4 MI) SW FROM FRANKLINTON.
 BJ3345'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3345'OF FRANKLINTON, GO WEST ALONG STATE HIGHWAY 16 FOR 2.9 KM (1.8 MI) TO
 BJ3345'PARISH ROAD 31, TURN RIGHT AND CONTINUE FOR 0.8 KM (0.5 MI) TO FIRST
 BJ3345'BLACKTOP ROAD ON THE LEFT, TURN LEFT AND CONTINUE FOR 1.3 KM (0.8 MI)
 BJ3345'TO THE STATION ON THE LEFT IN A PASTURE, 16.5 METERS (54 FT) SOUTHEAST
 BJ3345'OF THE CENTER OF A BLACKTOP ROAD, 9.1 METERS (30 FT) WEST-SOUTHWEST OF
 BJ3345'A 12-INCH LIVE OAK, 7.5 METERS (24.5 FT) EAST-SOUTHEAST OF A WITNESS
 BJ3345'POST, 3.4 METERS (11 FT) SOUTHEAST OF A NET WIRE FENCE, 2.6 METERS
 BJ3345'(8.5 FT) SOUTH OF ANOTHER WITNESS POST.
 BJ3345'THE MARK IS 2.49 METERS  S FROM A WITNESS POST.
 BJ3345'THE MARK IS 0.61 M ABOVE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2935 ***********************************************************************
 BJ2935  DESIGNATION -  59 V 001 LADTD
 BJ2935  PID         -  BJ2935
 BJ2935  STATE/COUNTY-  LA/WASHINGTON
 BJ2935  USGS QUAD   -  ENON (1983)
 BJ2935
 BJ2935                         *CURRENT SURVEY CONTROL
 BJ2935  ___________________________________________________________________
 BJ2935* NAD 83(1986)-  30 41 45.     (N)    090 05 00.     (W)     SCALED    
 BJ2935* NAVD 88     -        53.71   (+/-2cm)     176.2    (feet)  VERTCON   
 BJ2935  ___________________________________________________________________
 BJ2935  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2935
 BJ2935  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2935
 BJ2935.The horizontal coordinates were scaled from a topographic map and have
 BJ2935.an estimated accuracy of +/- 6 seconds.
 BJ2935
 BJ2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2935.The vertical order pertains to the NGVD 29 superseded value.
 BJ2935
 BJ2935.The geoid height was determined by GEOID03.
 BJ2935
 BJ2935;                    North         East    Units  Estimated Accuracy
 BJ2935;SPC LA S     -   244,060.    1,119,760.      MT  (+/- 180 meters Scaled)
 BJ2935
 BJ2935                          SUPERSEDED SURVEY CONTROL
 BJ2935
 BJ2935  NGVD 29 (??/??/??)   53.796  (m)          176.50   (f) ADJUSTED    2 2
 BJ2935
 BJ2935.Superseded values are not recommended for survey control.
 BJ2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2935.See file dsdata.txt to determine how the superseded data were derived.
 BJ2935
 BJ2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP793995(NAD 83)
 BJ2935_MARKER: DD = SURVEY DISK
 BJ2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2935_SP_SET: CONCRETE POST
 BJ2935_STAMPING: 59 V 001 1977
 BJ2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2935+STABILITY: SURFACE MOTION
 BJ2935
 BJ2935  HISTORY     - Date     Condition        Report By
 BJ2935  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2935
 BJ2935                          STATION DESCRIPTION
 BJ2935
 BJ2935'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2935'2.2 MI SOUTH FROM ENON.
 BJ2935'8.2 MILES NORTH ALONG LA. 1129 FROM THE JUNCTION OF LA. 1129 AND LA.
 BJ2935'40, 1.1 MILE NORTH OF ST. TAMMANY - WASHINGTON PARISH LINE, 186 FEET
 BJ2935'EAST OF LA. 1129, 23 FEET NORTH OF A LOGGING ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2936 ***********************************************************************
 BJ2936  DESIGNATION -  59 V 002 LADTD
 BJ2936  PID         -  BJ2936
 BJ2936  STATE/COUNTY-  LA/WASHINGTON
 BJ2936  USGS QUAD   -  ENON (1983)
 BJ2936
 BJ2936                         *CURRENT SURVEY CONTROL
 BJ2936  ___________________________________________________________________
 BJ2936* NAD 83(1986)-  30 42 32.     (N)    090 05 05.     (W)     SCALED    
 BJ2936* NAVD 88     -        30.20   (+/-2cm)      99.1    (feet)  VERTCON   
 BJ2936  ___________________________________________________________________
 BJ2936  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BJ2936
 BJ2936  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2936
 BJ2936.The horizontal coordinates were scaled from a topographic map and have
 BJ2936.an estimated accuracy of +/- 6 seconds.
 BJ2936
 BJ2936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2936.The vertical order pertains to the NGVD 29 superseded value.
 BJ2936
 BJ2936.The geoid height was determined by GEOID03.
 BJ2936
 BJ2936;                    North         East    Units  Estimated Accuracy
 BJ2936;SPC LA S     -   245,500.    1,119,610.      MT  (+/- 180 meters Scaled)
 BJ2936
 BJ2936                          SUPERSEDED SURVEY CONTROL
 BJ2936
 BJ2936  NGVD 29 (??/??/??)   30.286  (m)           99.36   (f) ADJUSTED    2 2
 BJ2936
 BJ2936.Superseded values are not recommended for survey control.
 BJ2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2936.See file dsdata.txt to determine how the superseded data were derived.
 BJ2936
 BJ2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ792009(NAD 83)
 BJ2936_MARKER: DD = SURVEY DISK
 BJ2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2936_SP_SET: CONCRETE POST
 BJ2936_STAMPING: 59 V 002 1977
 BJ2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2936+STABILITY: SURFACE MOTION
 BJ2936
 BJ2936  HISTORY     - Date     Condition        Report By
 BJ2936  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2936
 BJ2936                          STATION DESCRIPTION
 BJ2936
 BJ2936'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2936'1.3 MI SOUTH FROM ENON.
 BJ2936'9.3 MILE NORTH ALONG LA. 1129 FROM THE JUNCTION OF LA. 1129 AND LA. 40
 BJ2936'0.4 MILE SOUTH OF JUNCTION OF LA. 1129 AND LA. 437, 488 FEET SOUTH
 BJ2936'OF A BRIDGE ON LA. 1129, 129 FEET EAST OF LA. 1129 ALONG A BLAZED TREE
 BJ2936'LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2937 ***********************************************************************
 BJ2937  DESIGNATION -  59 V 003 LADTD
 BJ2937  PID         -  BJ2937
 BJ2937  STATE/COUNTY-  LA/WASHINGTON
 BJ2937  USGS QUAD   -  ENON (1983)
 BJ2937
 BJ2937                         *CURRENT SURVEY CONTROL
 BJ2937  ___________________________________________________________________
 BJ2937* NAD 83(1986)-  30 43 23.     (N)    090 04 58.     (W)     SCALED    
 BJ2937* NAVD 88     -        33.75   (+/-2cm)     110.7    (feet)  VERTCON   
 BJ2937  ___________________________________________________________________
 BJ2937  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BJ2937
 BJ2937  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2937
 BJ2937.The horizontal coordinates were scaled from a topographic map and have
 BJ2937.an estimated accuracy of +/- 6 seconds.
 BJ2937
 BJ2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2937.The vertical order pertains to the NGVD 29 superseded value.
 BJ2937
 BJ2937.The geoid height was determined by GEOID03.
 BJ2937
 BJ2937;                    North         East    Units  Estimated Accuracy
 BJ2937;SPC LA S     -   247,070.    1,119,780.      MT  (+/- 180 meters Scaled)
 BJ2937
 BJ2937                          SUPERSEDED SURVEY CONTROL
 BJ2937
 BJ2937  NGVD 29 (??/??/??)   33.842  (m)          111.03   (f) ADJUSTED    2 2
 BJ2937
 BJ2937.Superseded values are not recommended for survey control.
 BJ2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2937.See file dsdata.txt to determine how the superseded data were derived.
 BJ2937
 BJ2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ793025(NAD 83)
 BJ2937_MARKER: DD = SURVEY DISK
 BJ2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2937_SP_SET: CONCRETE POST
 BJ2937_STAMPING: 59 V 003 1977
 BJ2937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2937+STABILITY: SURFACE MOTION
 BJ2937
 BJ2937  HISTORY     - Date     Condition        Report By
 BJ2937  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2937  HISTORY     - 20060414 MARK NOT FOUND   NGS
 BJ2937
 BJ2937                          STATION DESCRIPTION
 BJ2937
 BJ2937'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2937'0.3 MI SOUTH FROM ENON.
 BJ2937'0.7 MILES NORTH ALONG LA. 437 FROM THE JUNCTION OF LA. 437 AND LEE
 BJ2937'ROAD, 800 FEET NORTH OF THE NORTH END OF THE BOGUE CHITTO RIVER BRIDGE
 BJ2937'130 FEET EAST OF LA. 437, 17 FEET NORTH OF A PRIVATE DRIVE
 BJ2937
 BJ2937                          STATION RECOVERY (2006)
 BJ2937
 BJ2937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ2937'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2938 ***********************************************************************
 BJ2938  DESIGNATION -  59 V 004 LADTD
 BJ2938  PID         -  BJ2938
 BJ2938  STATE/COUNTY-  LA/WASHINGTON
 BJ2938  USGS QUAD   -  ENON (1983)
 BJ2938
 BJ2938                         *CURRENT SURVEY CONTROL
 BJ2938  ___________________________________________________________________
 BJ2938* NAD 83(1986)-  30 43 39.     (N)    090 04 23.     (W)     SCALED    
 BJ2938* NAVD 88     -        31.65   (+/-2cm)     103.8    (feet)  VERTCON   
 BJ2938  ___________________________________________________________________
 BJ2938  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BJ2938
 BJ2938  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2938
 BJ2938.The horizontal coordinates were scaled from a topographic map and have
 BJ2938.an estimated accuracy of +/- 6 seconds.
 BJ2938
 BJ2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2938.The vertical order pertains to the NGVD 29 superseded value.
 BJ2938
 BJ2938.The geoid height was determined by GEOID03.
 BJ2938
 BJ2938;                    North         East    Units  Estimated Accuracy
 BJ2938;SPC LA S     -   247,580.    1,120,700.      MT  (+/- 180 meters Scaled)
 BJ2938
 BJ2938                          SUPERSEDED SURVEY CONTROL
 BJ2938
 BJ2938  NGVD 29 (??/??/??)   31.744  (m)          104.15   (f) ADJUSTED    2 2
 BJ2938
 BJ2938.Superseded values are not recommended for survey control.
 BJ2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2938.See file dsdata.txt to determine how the superseded data were derived.
 BJ2938
 BJ2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ802030(NAD 83)
 BJ2938_MARKER: DD = SURVEY DISK
 BJ2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2938_SP_SET: CONCRETE POST
 BJ2938_STAMPING: 59 V 004 1977
 BJ2938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2938+STABILITY: SURFACE MOTION
 BJ2938
 BJ2938  HISTORY     - Date     Condition        Report By
 BJ2938  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2938
 BJ2938                          STATION DESCRIPTION
 BJ2938
 BJ2938'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2938'0.6 MI SOUTH FROM ENON.
 BJ2938'AT THE JUNCTION OF LA. 16 AND LA. 60, 144 FEET NORTH OF THE EAST END
 BJ2938'OF BRIDGE ON LA. 16, 121 FEET WEST OF LA. 60
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2939 ***********************************************************************
 BJ2939  DESIGNATION -  59 V 005 LADTD
 BJ2939  PID         -  BJ2939
 BJ2939  STATE/COUNTY-  LA/WASHINGTON
 BJ2939  USGS QUAD   -  ENON (1983)
 BJ2939
 BJ2939                         *CURRENT SURVEY CONTROL
 BJ2939  ___________________________________________________________________
 BJ2939* NAD 83(1986)-  30 43 08.     (N)    090 02 24.     (W)     SCALED    
 BJ2939* NAVD 88     -        35.67   (+/-2cm)     117.0    (feet)  VERTCON   
 BJ2939  ___________________________________________________________________
 BJ2939  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BJ2939
 BJ2939  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2939
 BJ2939.The horizontal coordinates were scaled from a topographic map and have
 BJ2939.an estimated accuracy of +/- 6 seconds.
 BJ2939
 BJ2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2939.The vertical order pertains to the NGVD 29 superseded value.
 BJ2939
 BJ2939.The geoid height was determined by GEOID03.
 BJ2939
 BJ2939;                    North         East    Units  Estimated Accuracy
 BJ2939;SPC LA S     -   246,660.    1,123,880.      MT  (+/- 180 meters Scaled)
 BJ2939
 BJ2939                          SUPERSEDED SURVEY CONTROL
 BJ2939
 BJ2939  NGVD 29 (??/??/??)   35.763  (m)          117.33   (f) ADJUSTED    2 2
 BJ2939
 BJ2939.Superseded values are not recommended for survey control.
 BJ2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2939.See file dsdata.txt to determine how the superseded data were derived.
 BJ2939
 BJ2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ834021(NAD 83)
 BJ2939_MARKER: DD = SURVEY DISK
 BJ2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2939_SP_SET: CONCRETE POST
 BJ2939_STAMPING: 59 V 005 1977
 BJ2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2939+STABILITY: SURFACE MOTION
 BJ2939
 BJ2939  HISTORY     - Date     Condition        Report By
 BJ2939  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2939  HISTORY     - 20060414 MARK NOT FOUND   NGS
 BJ2939
 BJ2939                          STATION DESCRIPTION
 BJ2939
 BJ2939'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2939'2.7 MI SE FROM ENON.
 BJ2939'2.3 MILES NORTHEAST ALONG LA. 60 FROM THE JUNCTION OF LA. 60 AND LA.
 BJ2939'16, 165 FEET NORTH OF LA. 60, 21 FEET NORTH OF THE NORTH RAIL OF THE
 BJ2939'G, M, AND O RAILROAD, 95 FEET SOUTH OF A DIRT ROAD, 9.5 MILES WEST OF
 BJ2939'RIO ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BJ2939
 BJ2939                          STATION RECOVERY (2006)
 BJ2939
 BJ2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ2939'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2940 ***********************************************************************
 BJ2940  DESIGNATION -  59 V 006 LADTD
 BJ2940  PID         -  BJ2940
 BJ2940  STATE/COUNTY-  LA/WASHINGTON
 BJ2940  USGS QUAD   -  ENON (1983)
 BJ2940
 BJ2940                         *CURRENT SURVEY CONTROL
 BJ2940  ___________________________________________________________________
 BJ2940* NAD 83(1986)-  30 42 28.     (N)    090 01 30.     (W)     SCALED    
 BJ2940* NAVD 88     -        33.68   (+/-2cm)     110.5    (feet)  VERTCON   
 BJ2940  ___________________________________________________________________
 BJ2940  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BJ2940
 BJ2940  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2940
 BJ2940.The horizontal coordinates were scaled from a topographic map and have
 BJ2940.an estimated accuracy of +/- 6 seconds.
 BJ2940
 BJ2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2940.The vertical order pertains to the NGVD 29 superseded value.
 BJ2940
 BJ2940.The geoid height was determined by GEOID03.
 BJ2940
 BJ2940;                    North         East    Units  Estimated Accuracy
 BJ2940;SPC LA S     -   245,440.    1,125,330.      MT  (+/- 180 meters Scaled)
 BJ2940
 BJ2940                          SUPERSEDED SURVEY CONTROL
 BJ2940
 BJ2940  NGVD 29 (??/??/??)   33.769  (m)          110.79   (f) ADJUSTED    2 2
 BJ2940
 BJ2940.Superseded values are not recommended for survey control.
 BJ2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2940.See file dsdata.txt to determine how the superseded data were derived.
 BJ2940
 BJ2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ849009(NAD 83)
 BJ2940_MARKER: DD = SURVEY DISK
 BJ2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2940_SP_SET: CONCRETE POST
 BJ2940_STAMPING: 59 V 006 1977
 BJ2940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2940+STABILITY: SURFACE MOTION
 BJ2940
 BJ2940  HISTORY     - Date     Condition        Report By
 BJ2940  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2940  HISTORY     - 20060414 MARK NOT FOUND   NGS
 BJ2940
 BJ2940                          STATION DESCRIPTION
 BJ2940
 BJ2940'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2940'3.8 MI SE FROM ENON.
 BJ2940'1.2 MILES EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE LA.
 BJ2940'HIGHWAY 60 CROSSING, 230 FEET WEST OF SPUR TRACK INTO A GRAVEL PIT, 31
 BJ2940'FEET SOUTH OF SOUTH RAIL, 187 FEET WEST OF POWER POLE STAMPED 65-1972,
 BJ2940'8.4 MILES WEST OF RIO ALONG THE GULF, MOBILE AND OHIO RAILROAD.
 BJ2940
 BJ2940                          STATION RECOVERY (2006)
 BJ2940
 BJ2940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ2940'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2941 ***********************************************************************
 BJ2941  DESIGNATION -  59 V 007 LADTD
 BJ2941  PID         -  BJ2941
 BJ2941  STATE/COUNTY-  LA/WASHINGTON
 BJ2941  USGS QUAD   -  ENON (1983)
 BJ2941
 BJ2941                         *CURRENT SURVEY CONTROL
 BJ2941  ___________________________________________________________________
 BJ2941* NAD 83(1986)-  30 41 55.     (N)    090 00 20.     (W)     SCALED    
 BJ2941* NAVD 88     -        33.12   (+/-2cm)     108.7    (feet)  VERTCON   
 BJ2941  ___________________________________________________________________
 BJ2941  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BJ2941
 BJ2941  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2941
 BJ2941.The horizontal coordinates were scaled from a topographic map and have
 BJ2941.an estimated accuracy of +/- 6 seconds.
 BJ2941
 BJ2941.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2941.The vertical order pertains to the NGVD 29 superseded value.
 BJ2941
 BJ2941.The geoid height was determined by GEOID03.
 BJ2941
 BJ2941;                    North         East    Units  Estimated Accuracy
 BJ2941;SPC LA S     -   244,450.    1,127,200.      MT  (+/- 180 meters Scaled)
 BJ2941
 BJ2941                          SUPERSEDED SURVEY CONTROL
 BJ2941
 BJ2941  NGVD 29 (??/??/??)   33.204  (m)          108.94   (f) ADJUSTED    2 2
 BJ2941
 BJ2941.Superseded values are not recommended for survey control.
 BJ2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2941.See file dsdata.txt to determine how the superseded data were derived.
 BJ2941
 BJ2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ868000(NAD 83)
 BJ2941_MARKER: DD = SURVEY DISK
 BJ2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2941_SP_SET: CONCRETE POST
 BJ2941_STAMPING: 59 V 007 1977
 BJ2941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2941+STABILITY: SURFACE MOTION
 BJ2941
 BJ2941  HISTORY     - Date     Condition        Report By
 BJ2941  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2941
 BJ2941                          STATION DESCRIPTION
 BJ2941
 BJ2941'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2941'5.1 MI SE FROM ENON.
 BJ2941'1.6 MILES NORTH ON CHOCTAW ROAD FROM THE JUNCTION OF CHOCTAW ROAD AND
 BJ2941'LA. 16, 0.9 MILES WEST OF CHOCTAW ROAD ALONG THE GULF, MOBILE AND OHIO
 BJ2941'RAILROAD, 18 FEET SOUTH OF THE SOUTH RAIL, 7.1 MILES WEST OF RIO ALONG
 BJ2941'THE GULF, MOBILE AND OHIO RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1593 ***********************************************************************
 BH1593  DESIGNATION -  59 V 008 LADTD
 BH1593  PID         -  BH1593
 BH1593  STATE/COUNTY-  LA/WASHINGTON
 BH1593  USGS QUAD   -  SUN (1983)
 BH1593
 BH1593                         *CURRENT SURVEY CONTROL
 BH1593  ___________________________________________________________________
 BH1593* NAD 83(1986)-  30 41 42.     (N)    089 59 27.     (W)     SCALED    
 BH1593* NAVD 88     -        34.56   (+/-2cm)     113.4    (feet)  VERTCON   
 BH1593  ___________________________________________________________________
 BH1593  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BH1593
 BH1593  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH1593
 BH1593.The horizontal coordinates were scaled from a topographic map and have
 BH1593.an estimated accuracy of +/- 6 seconds.
 BH1593
 BH1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1593.The vertical order pertains to the NGVD 29 superseded value.
 BH1593
 BH1593.The geoid height was determined by GEOID03.
 BH1593
 BH1593;                    North         East    Units  Estimated Accuracy
 BH1593;SPC LA S     -   244,060.    1,128,620.      MT  (+/- 180 meters Scaled)
 BH1593
 BH1593                          SUPERSEDED SURVEY CONTROL
 BH1593
 BH1593  NGVD 29 (??/??/??)   34.649  (m)          113.68   (f) ADJUSTED    2 2
 BH1593
 BH1593.Superseded values are not recommended for survey control.
 BH1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1593.See file dsdata.txt to determine how the superseded data were derived.
 BH1593
 BH1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU135996(NAD 83)
 BH1593_MARKER: DD = SURVEY DISK
 BH1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1593_SP_SET: CONCRETE POST
 BH1593_STAMPING: 59 V 008 1977
 BH1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1593+STABILITY: SURFACE MOTION
 BH1593
 BH1593  HISTORY     - Date     Condition        Report By
 BH1593  HISTORY     - 1977     MONUMENTED       LADTD
 BH1593
 BH1593                          STATION DESCRIPTION
 BH1593
 BH1593'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1593'6 MI SE FROM ENON.
 BH1593'1.6 MILES NORTH ON CHOCTAW ROAD FROM THE JUNCTION OF LA. 16, 53 FEET
 BH1593'WEST OF CHOCTAW ROAD, 22 FEET SOUTH OF SOUTH RAIL, 6.1 MILE WEST OF
 BH1593'RIO ALONG THE GULF, MOBILE AND OHIO RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1596 ***********************************************************************
 BH1596  DESIGNATION -  59 V 011 LADTD
 BH1596  PID         -  BH1596
 BH1596  STATE/COUNTY-  LA/WASHINGTON
 BH1596  USGS QUAD   -  SUN (1983)
 BH1596
 BH1596                         *CURRENT SURVEY CONTROL
 BH1596  ___________________________________________________________________
 BH1596* NAD 83(1986)-  30 41 28.     (N)    089 56 22.     (W)     SCALED    
 BH1596* NAVD 88     -        36.36   (+/-2cm)     119.3    (feet)  VERTCON   
 BH1596  ___________________________________________________________________
 BH1596  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BH1596
 BH1596  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH1596
 BH1596.The horizontal coordinates were scaled from a topographic map and have
 BH1596.an estimated accuracy of +/- 6 seconds.
 BH1596
 BH1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1596.The vertical order pertains to the NGVD 29 superseded value.
 BH1596
 BH1596.The geoid height was determined by GEOID03.
 BH1596
 BH1596;                    North         East    Units  Estimated Accuracy
 BH1596;SPC LA S     -   243,690.    1,133,550.      MT  (+/- 180 meters Scaled)
 BH1596
 BH1596                          SUPERSEDED SURVEY CONTROL
 BH1596
 BH1596  NGVD 29 (??/??/??)   36.446  (m)          119.57   (f) ADJUSTED    2 2
 BH1596
 BH1596.Superseded values are not recommended for survey control.
 BH1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1596.See file dsdata.txt to determine how the superseded data were derived.
 BH1596
 BH1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU184990(NAD 83)
 BH1596_MARKER: DD = SURVEY DISK
 BH1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1596_SP_SET: CONCRETE POST
 BH1596_STAMPING: 59 V 011 1977
 BH1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1596+STABILITY: SURFACE MOTION
 BH1596
 BH1596  HISTORY     - Date     Condition        Report By
 BH1596  HISTORY     - 1977     MONUMENTED       LADTD
 BH1596
 BH1596                          STATION DESCRIPTION
 BH1596
 BH1596'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1596'3.0 MI WEST FROM RIO.
 BH1596'AT STEIN 3 MILES WEST ALONG THE GULF, MOBILE, AND OHIO RAILROAD FROM
 BH1596'THE STATION AT RIO, 152 FEET WEST OF WARDLINE ROAD, 100 FEET NORTH OF
 BH1596'A GRAVEL ROAD, 18 FEET NORTH OF NORTH RAIL OF TRACKS, 90 FEET EAST OF
 BH1596'A TRESTLE BRIDGE ON RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1597 ***********************************************************************
 BH1597  DESIGNATION -  59 V 012 LADTD
 BH1597  PID         -  BH1597
 BH1597  STATE/COUNTY-  LA/WASHINGTON
 BH1597  USGS QUAD   -  SUN (1983)
 BH1597
 BH1597                         *CURRENT SURVEY CONTROL
 BH1597  ___________________________________________________________________
 BH1597* NAD 83(1986)-  30 41 27.     (N)    089 55 00.     (W)     SCALED    
 BH1597* NAVD 88     -        32.08   (+/-2cm)     105.2    (feet)  VERTCON   
 BH1597  ___________________________________________________________________
 BH1597  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BH1597
 BH1597  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH1597
 BH1597.The horizontal coordinates were scaled from a topographic map and have
 BH1597.an estimated accuracy of +/- 6 seconds.
 BH1597
 BH1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1597.The vertical order pertains to the NGVD 29 superseded value.
 BH1597
 BH1597.The geoid height was determined by GEOID03.
 BH1597
 BH1597;                    North         East    Units  Estimated Accuracy
 BH1597;SPC LA S     -   243,690.    1,135,730.      MT  (+/- 180 meters Scaled)
 BH1597
 BH1597                          SUPERSEDED SURVEY CONTROL
 BH1597
 BH1597  NGVD 29 (??/??/??)   32.161  (m)          105.51   (f) ADJUSTED    2 2
 BH1597
 BH1597.Superseded values are not recommended for survey control.
 BH1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1597.See file dsdata.txt to determine how the superseded data were derived.
 BH1597
 BH1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU206989(NAD 83)
 BH1597_MARKER: DD = SURVEY DISK
 BH1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1597_SP_SET: CONCRETE POST
 BH1597_STAMPING: 59 V 012 1977
 BH1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1597+STABILITY: SURFACE MOTION
 BH1597
 BH1597  HISTORY     - Date     Condition        Report By
 BH1597  HISTORY     - 1977     MONUMENTED       LADTD
 BH1597
 BH1597                          STATION DESCRIPTION
 BH1597
 BH1597'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1597'1.7 MI WEST FROM RIO.
 BH1597'1.7 MILES WEST OF RIO ALONG THE GULF, MOBILE AND OHIO RAILROAD, 1.3
 BH1597'MILES EAST OF STEIN, 29 FEET EAST OF A GRAVEL ROAD, 26 FEET SOUTH OF
 BH1597'THE SOUTH RAIL OF THE TRACKS, 81 FEET EAST OF RAILROAD TRESTLE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3358 ***********************************************************************
 BJ3358  DESIGNATION -  59 V 014 LADH
 BJ3358  PID         -  BJ3358
 BJ3358  STATE/COUNTY-  LA/WASHINGTON
 BJ3358  USGS QUAD   -  FRANKLINTON (1983)
 BJ3358
 BJ3358                         *CURRENT SURVEY CONTROL
 BJ3358  ___________________________________________________________________
 BJ3358* NAD 83(1986)-  30 51 11.     (N)    090 09 43.     (W)     SCALED    
 BJ3358* NAVD 88     -        48.009  (meters)     157.51   (feet)  ADJUSTED  
 BJ3358  ___________________________________________________________________
 BJ3358  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BJ3358  DYNAMIC HT  -          47.947 (meters)     157.31  (feet)  COMP
 BJ3358  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BJ3358
 BJ3358  VERT ORDER  -  SECOND    CLASS I
 BJ3358
 BJ3358.The horizontal coordinates were scaled from a topographic map and have
 BJ3358.an estimated accuracy of +/- 6 seconds.
 BJ3358
 BJ3358.The orthometric height was determined by differential leveling
 BJ3358.and adjusted by the National Geodetic Survey in February 1994..
 BJ3358
 BJ3358.The geoid height was determined by GEOID03.
 BJ3358
 BJ3358.The dynamic height is computed by dividing the NAVD 88
 BJ3358.geopotential number by the normal gravity value computed on the
 BJ3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3358.degrees latitude (g = 980.6199 gals.).
 BJ3358
 BJ3358.The modeled gravity was interpolated from observed gravity values.
 BJ3358
 BJ3358;                    North         East    Units  Estimated Accuracy
 BJ3358;SPC LA S     -   261,410.    1,112,050.      MT  (+/- 180 meters Scaled)
 BJ3358
 BJ3358                          SUPERSEDED SURVEY CONTROL
 BJ3358
 BJ3358.No superseded survey control is available for this station.
 BJ3358
 BJ3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ714167(NAD 83)
 BJ3358_MARKER: DB = BENCH MARK DISK
 BJ3358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3358_SP_SET: CONCRETE POST
 BJ3358_STAMPING: 59V014 1982
 BJ3358_MARK LOGO: LADH  
 BJ3358_PROJECTION: FLUSH
 BJ3358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3358+STABILITY: SURFACE MOTION
 BJ3358
 BJ3358  HISTORY     - Date     Condition        Report By
 BJ3358  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3358
 BJ3358                          STATION DESCRIPTION
 BJ3358
 BJ3358'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3358'1.4 KM (0.9 MI) NORTH FROM FRANKLINTON.
 BJ3358'FROM THE COURTHOUSE AT FRANKLINTON, GO NORTH ALONG STATE HIGHWAY 25
 BJ3358'FOR 1.4 KM (0.9 MI) TO THE STATION ON THE RIGHT AT THE ENTRANCE TO THE
 BJ3358'FAIR GROUNDS, 18 METERS (59 FT) NORTH-NORTHEAST OF THE INTERSECTION OF
 BJ3358'STATE HIGHWAY 25 AND ROAD ENTRANCE TO FAIR GROUNDS, 34.7 METERS (114
 BJ3358'FT) FROM STEPS OF ENTRANCE OF ARMORY AND COMMUNITY CENTER CONCRETE
 BJ3358'BUILDING, 42.4 METERS (139 FT) TO ENTRANCE OF PALACE MALT SHOP OR
 BJ3358'BRICK BUILDING, 16.2 METERS (53 FT) NORTH OF THE CENTER OF STATE
 BJ3358'HIGHWAY 430, 11.4 METERS (37.5 FT) EAST-NORTHEAST OF A 30-INCH ROUND
 BJ3358'CONCRETE POST ON RIGHT OR EAST SIDE OF FAIRGROUNDS ENTRANCE.
 BJ3358'THE MARK IS 3.51 METERS  NNE FROM A WITNESS POST.
 BJ3358'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3359 ***********************************************************************
 BJ3359  DESIGNATION -  59 V 015
 BJ3359  PID         -  BJ3359
 BJ3359  STATE/COUNTY-  LA/WASHINGTON
 BJ3359  USGS QUAD   -  FRANKLINTON (1983)
 BJ3359
 BJ3359                         *CURRENT SURVEY CONTROL
 BJ3359  ___________________________________________________________________
 BJ3359* NAD 83(1986)-  30 51 45.     (N)    090 10 33.     (W)     SCALED    
 BJ3359* NAVD 88     -        48.308  (meters)     158.49   (feet)  ADJUSTED  
 BJ3359  ___________________________________________________________________
 BJ3359  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3359  DYNAMIC HT  -          48.245 (meters)     158.28  (feet)  COMP
 BJ3359  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ3359
 BJ3359  VERT ORDER  -  SECOND    CLASS I
 BJ3359
 BJ3359.The horizontal coordinates were scaled from a topographic map and have
 BJ3359.an estimated accuracy of +/- 6 seconds.
 BJ3359
 BJ3359.The orthometric height was determined by differential leveling
 BJ3359.and adjusted by the National Geodetic Survey in February 1994..
 BJ3359
 BJ3359.The geoid height was determined by GEOID03.
 BJ3359
 BJ3359.The dynamic height is computed by dividing the NAVD 88
 BJ3359.geopotential number by the normal gravity value computed on the
 BJ3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3359.degrees latitude (g = 980.6199 gals.).
 BJ3359
 BJ3359.The modeled gravity was interpolated from observed gravity values.
 BJ3359
 BJ3359;                    North         East    Units  Estimated Accuracy
 BJ3359;SPC LA S     -   262,440.    1,110,710.      MT  (+/- 180 meters Scaled)
 BJ3359
 BJ3359                          SUPERSEDED SURVEY CONTROL
 BJ3359
 BJ3359.No superseded survey control is available for this station.
 BJ3359
 BJ3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ700177(NAD 83)
 BJ3359_MARKER: DB = BENCH MARK DISK
 BJ3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3359_SP_SET: CONCRETE POST
 BJ3359_STAMPING: 59V015 1982
 BJ3359_MARK LOGO: LADH  
 BJ3359_PROJECTION: FLUSH
 BJ3359_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3359+STABILITY: SURFACE MOTION
 BJ3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3359+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ3359
 BJ3359  HISTORY     - Date     Condition        Report By
 BJ3359  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3359  HISTORY     - 19890824 GOOD             LADTD
 BJ3359  HISTORY     - 20031110 GOOD             LADTD
 BJ3359
 BJ3359                          STATION DESCRIPTION
 BJ3359
 BJ3359'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3359'3.2 KM (2 MI) NORTH FROM FRANKLINTON.
 BJ3359'FROM THE COURTHOUSE AT FRANKLINTON, GO NORTH ALONG STATE HIGHWAY 25
 BJ3359'FOR 3.2 KM (2 MI) TO THE STATION ON THE RIGHT, 14.6 METERS (48 FT)
 BJ3359'NORTHEAST OF THE CENTER OF STATE HIGHWAY 25, 32.9 METERS (108 FT)
 BJ3359'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF WOOD FRAME BUILDING
 BJ3359'(FISHERS AMOCO), 0.9 METER (3 FT) NORTHWEST OF CHAIN LINK CORNER POST,
 BJ3359'3.7 METERS (12 FT) EAST-NORTHEAST OF THE SOUTH END OF A CONCRETE
 BJ3359'CULVERT.
 BJ3359'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3359'THE MARK IS 0.30 M BELOW LA 25.
 BJ3359
 BJ3359                          STATION RECOVERY (1989)
 BJ3359
 BJ3359'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3359'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTH OF WARNERTON AND
 BJ3359'3.2 KM (2.00 MI) NORTH OF FRANKLINTON.  OWNERSHIP--LOUISIANA
 BJ3359'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BJ3359'FROM THE COURTHOUSE IN FRANKLINTON, GO NORTH FOR 3.2 KM (2.00 MI) TO
 BJ3359'THE STATION ON THE RIGHT. THE STATION IS FLUSH WITH THE GROUND.  IT IS
 BJ3359'LOCATED 32.9 M (107.9 FT) SOUTH-SOUTHEAST FROM THE CORNER OF AN
 BJ3359'ABANDON WOOD FRAME BUILDING, 14.6 M (47.9 FT) NORTHEAST FROM THE
 BJ3359'CENTER OF HIGHWAY 25, 3.7 M (12.1 FT) EAST-NORTHEAST FROM THE SOUTH
 BJ3359'END OF A CONCRETE CULVERT, 0.3 M (1.0 FT) WEST FROM A WITNESS POST,
 BJ3359'AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ3359
 BJ3359                          STATION RECOVERY (2003)
 BJ3359
 BJ3359'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3359'OMIT THE DESCRIPTIONS TO THE ABANDONED HOUSE AND THE CULVERT, ADD TO
 BJ3359'THE DESCRIPTION THE FOLLOWING MEASUREMENT. 2.5 FT WEST-SOUTHWEST FROM
 BJ3359'A CHAIN LINK FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3360 ***********************************************************************
 BJ3360  DESIGNATION -  59 V 016
 BJ3360  PID         -  BJ3360
 BJ3360  STATE/COUNTY-  LA/WASHINGTON
 BJ3360  USGS QUAD   -  FRANKLINTON (1983)
 BJ3360
 BJ3360                         *CURRENT SURVEY CONTROL
 BJ3360  ___________________________________________________________________
 BJ3360* NAD 83(1986)-  30 52 30.     (N)    090 11 11.     (W)     SCALED    
 BJ3360* NAVD 88     -        49.768  (meters)     163.28   (feet)  ADJUSTED  
 BJ3360  ___________________________________________________________________
 BJ3360  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ3360  DYNAMIC HT  -          49.704 (meters)     163.07  (feet)  COMP
 BJ3360  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BJ3360
 BJ3360  VERT ORDER  -  SECOND    CLASS I
 BJ3360
 BJ3360.The horizontal coordinates were scaled from a topographic map and have
 BJ3360.an estimated accuracy of +/- 6 seconds.
 BJ3360
 BJ3360.The orthometric height was determined by differential leveling
 BJ3360.and adjusted by the National Geodetic Survey in February 1994..
 BJ3360
 BJ3360.The geoid height was determined by GEOID03.
 BJ3360
 BJ3360.The dynamic height is computed by dividing the NAVD 88
 BJ3360.geopotential number by the normal gravity value computed on the
 BJ3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3360.degrees latitude (g = 980.6199 gals.).
 BJ3360
 BJ3360.The modeled gravity was interpolated from observed gravity values.
 BJ3360
 BJ3360;                    North         East    Units  Estimated Accuracy
 BJ3360;SPC LA S     -   263,810.    1,109,680.      MT  (+/- 180 meters Scaled)
 BJ3360
 BJ3360                          SUPERSEDED SURVEY CONTROL
 BJ3360
 BJ3360.No superseded survey control is available for this station.
 BJ3360
 BJ3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ690191(NAD 83)
 BJ3360_MARKER: DB = BENCH MARK DISK
 BJ3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3360_SP_SET: CONCRETE POST
 BJ3360_STAMPING: 59V016 1982
 BJ3360_MARK LOGO: LADH  
 BJ3360_PROJECTION: FLUSH
 BJ3360_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3360+STABILITY: SURFACE MOTION
 BJ3360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3360+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ3360
 BJ3360  HISTORY     - Date     Condition        Report By
 BJ3360  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3360  HISTORY     - 19890824 GOOD             LADTD
 BJ3360  HISTORY     - 20031110 GOOD             LADTD
 BJ3360
 BJ3360                          STATION DESCRIPTION
 BJ3360
 BJ3360'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3360'4.8 KM (3 MI) NORTH FROM FRANKLINTON.
 BJ3360'FROM THE COURTHOUSE AT FRANKLINTON, GO NORTH ALONG STATE HIGHWAY 25,
 BJ3360'FOR 4.8 KM (3 MI) TO THE STATION ON THE RIGHT, 4.6 METERS (15 FT)
 BJ3360'SOUTH-SOUTHWEST OF THE CENTER OF J. D. THOMPSON GRAVEL DRIVE, 15.5
 BJ3360'METERS (51 FT) EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 25,
 BJ3360'4.6 METERS (15 FT) FROM THE SOUTH END OF CONCRETE CULVERT UNDER THE
 BJ3360'PRIVATE DRIVE, 0.5 METER (1.5 FT) WEST-NORTHWEST OF FENCE CORNER POST,
 BJ3360'13.7 METERS (45 FT) SOUTH-SOUTHEAST OF A POWER POLE.
 BJ3360'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3360'THE MARK IS 0.30 M BELOW LA 25.
 BJ3360
 BJ3360                          STATION RECOVERY (1989)
 BJ3360
 BJ3360'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3360'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTH OF WARNERTON AND
 BJ3360'4.8 KM (3.00 MI) NORTH OF FRANKLINTON.  OWNERSHIP--LOUISIANA
 BJ3360'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BJ3360'FROM THE COURTHOUSE IN FRANKLINTON, GO NORTH FOR 4.8 KM (3.00 MI) ON
 BJ3360'STATE HIGHWAY 25 TO THE STATION ON THE RIGHT. THE STATION IS FLUSH
 BJ3360'WITH THE GROUND.  LOCATED 15.5 M (50.9 FT) EAST-NORTHEAST FROM THE
 BJ3360'CENTER OF HIGHWAY 25, 13.7 M (44.9 FT) SOUTH-SOUTHEAST FROM A POWER
 BJ3360'POLE, 4.6 M (15.1 FT) SOUTH-SOUTHWEST FROM THE CENTER OF J.D.
 BJ3360'THOMPSON GRAVEL DRIVE, 4.6 M (15.1 FT) SOUTH FROM THE SOUTH END OF A
 BJ3360'CONCRETE CULVERT UNDER THE DRIVE, 0.5 M (1.6 FT) WEST-NORTHWEST FROM A
 BJ3360'FENCE CORNER POST, 0.3 M (1.0 FT) EAST FROM A WITNESS POST, AND ABOUT
 BJ3360'0.3 METER (1.0 FT) BELOW THE HIGHWAY.
 BJ3360
 BJ3360                          STATION RECOVERY (2003)
 BJ3360
 BJ3360'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3361 ***********************************************************************
 BJ3361  DESIGNATION -  59 V 017
 BJ3361  PID         -  BJ3361
 BJ3361  STATE/COUNTY-  LA/WASHINGTON
 BJ3361  USGS QUAD   -  CLIFTON (1983)
 BJ3361
 BJ3361                         *CURRENT SURVEY CONTROL
 BJ3361  ___________________________________________________________________
 BJ3361* NAD 83(1986)-  30 53 23.     (N)    090 11 30.     (W)     SCALED    
 BJ3361* NAVD 88     -        51.523  (meters)     169.04   (feet)  ADJUSTED  
 BJ3361  ___________________________________________________________________
 BJ3361  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ3361  DYNAMIC HT  -          51.456 (meters)     168.82  (feet)  COMP
 BJ3361  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3361
 BJ3361  VERT ORDER  -  SECOND    CLASS I
 BJ3361
 BJ3361.The horizontal coordinates were scaled from a topographic map and have
 BJ3361.an estimated accuracy of +/- 6 seconds.
 BJ3361
 BJ3361.The orthometric height was determined by differential leveling
 BJ3361.and adjusted by the National Geodetic Survey in February 1994..
 BJ3361
 BJ3361.The geoid height was determined by GEOID03.
 BJ3361
 BJ3361.The dynamic height is computed by dividing the NAVD 88
 BJ3361.geopotential number by the normal gravity value computed on the
 BJ3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3361.degrees latitude (g = 980.6199 gals.).
 BJ3361
 BJ3361.The modeled gravity was interpolated from observed gravity values.
 BJ3361
 BJ3361;                    North         East    Units  Estimated Accuracy
 BJ3361;SPC LA S     -   265,440.    1,109,160.      MT  (+/- 180 meters Scaled)
 BJ3361
 BJ3361                          SUPERSEDED SURVEY CONTROL
 BJ3361
 BJ3361.No superseded survey control is available for this station.
 BJ3361
 BJ3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ684207(NAD 83)
 BJ3361_MARKER: DB = BENCH MARK DISK
 BJ3361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3361_SP_SET: CONCRETE POST
 BJ3361_STAMPING: 59V017 1982
 BJ3361_MARK LOGO: LADH  
 BJ3361_PROJECTION: FLUSH
 BJ3361_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3361+STABILITY: SURFACE MOTION
 BJ3361
 BJ3361  HISTORY     - Date     Condition        Report By
 BJ3361  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3361  HISTORY     - 19890824 GOOD             LADTD
 BJ3361
 BJ3361                          STATION DESCRIPTION
 BJ3361
 BJ3361'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3361'6.6 KM (4.1 MI) NORTH FROM FRANKLINTON.
 BJ3361'FROM THE COURTHOUSE AT FRANKLINTON, GO NORTH ALONG STATE HIGHWAY 25
 BJ3361'FOR 6.6 KM (4.1 MI) TO THE STATION ON THE LEFT, APPROXIMATELY 0.2 KM
 BJ3361'(0.1 MI) NORTH OF HAYS CREEK BRIDGE, 15.2 METERS (50 FT)
 BJ3361'WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 25, 5.9 METERS (19.5 FT)
 BJ3361'SOUTH OF A GRAVEL DRIVE, 17.5 METERS (57.5 FT) SOUTH-SOUTHEAST OF A
 BJ3361'POWER POLE, 0.5 METER (1.5 FT) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY
 BJ3361'MARKER.  NOTE--52V017 RESET 1982 ESTABLISHED NEARBY AS MARKER 52V017
 BJ3361'IS SUBJECT TO BEING DESTROYED.
 BJ3361'THE MARK IS 0.46 METERS  WSW FROM A WITNESS POST.
 BJ3361'THE MARK IS 0.30 M ABOVE LA 25.
 BJ3361
 BJ3361                          STATION RECOVERY (1989)
 BJ3361
 BJ3361'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3361'THE STATION IS LOCATED 11.2 KM (6.95 MI) SOUTH OF WARNERTON AND 6.6 KM
 BJ3361'(4.10 MI) NORTH OF FRANKLINTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3361'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE
 BJ3361'COURTHOUSE IN FRANKLINTON, GO NORTH FOR 6.6 KM (4.10 MI) ON STATE
 BJ3361'HIGHWAY 25 TO THE STATION ON THE LEFT, ABOUT 0.2 KM (0.10 MI) NORTH OF
 BJ3361'THE HAYS CREEK BRIDGE. THE STATION IS FLUSH WITH THE GROUND.  LOCATED
 BJ3361'17.5 M (57.4 FT) SOUTH-SOUTHEAST FROM POWER POLE NUMBER D 352, 15.2 M
 BJ3361'(49.9 FT) WEST-SOUTHWEST FROM THE CENTER OF HIGHWAY 25, 5.9 M (19.4
 BJ3361'FT) SOUTH FROM A GRAVEL DRIVE, 0.46 M (1.51 FT) WEST-SOUTHWEST FROM A
 BJ3361'WITNESS POST, AND 0.30 METER (0.98 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3362 ***********************************************************************
 BJ3362  DESIGNATION -  59 V 017 RESET
 BJ3362  PID         -  BJ3362
 BJ3362  STATE/COUNTY-  LA/WASHINGTON
 BJ3362  USGS QUAD   -  CLIFTON (1983)
 BJ3362
 BJ3362                         *CURRENT SURVEY CONTROL
 BJ3362  ___________________________________________________________________
 BJ3362* NAD 83(1986)-  30 53 17.     (N)    090 11 30.     (W)     SCALED    
 BJ3362* NAVD 88     -        51.201  (meters)     167.98   (feet)  ADJUSTED  
 BJ3362  ___________________________________________________________________
 BJ3362  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ3362  DYNAMIC HT  -          51.134 (meters)     167.76  (feet)  COMP
 BJ3362  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ3362
 BJ3362  VERT ORDER  -  SECOND    CLASS I
 BJ3362
 BJ3362.The horizontal coordinates were scaled from a topographic map and have
 BJ3362.an estimated accuracy of +/- 6 seconds.
 BJ3362
 BJ3362.The orthometric height was determined by differential leveling
 BJ3362.and adjusted by the National Geodetic Survey in February 1994..
 BJ3362
 BJ3362.The geoid height was determined by GEOID03.
 BJ3362
 BJ3362.The dynamic height is computed by dividing the NAVD 88
 BJ3362.geopotential number by the normal gravity value computed on the
 BJ3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3362.degrees latitude (g = 980.6199 gals.).
 BJ3362
 BJ3362.The modeled gravity was interpolated from observed gravity values.
 BJ3362
 BJ3362;                    North         East    Units  Estimated Accuracy
 BJ3362;SPC LA S     -   265,260.    1,109,160.      MT  (+/- 180 meters Scaled)
 BJ3362
 BJ3362                          SUPERSEDED SURVEY CONTROL
 BJ3362
 BJ3362.No superseded survey control is available for this station.
 BJ3362
 BJ3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ684205(NAD 83)
 BJ3362_MARKER: DB = BENCH MARK DISK
 BJ3362_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3362_SP_SET: BRIDGE CURB
 BJ3362_STAMPING: 59 V 017 RESET 1982
 BJ3362_MARK LOGO: LADH  
 BJ3362_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3362+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ3362
 BJ3362  HISTORY     - Date     Condition        Report By
 BJ3362  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3362  HISTORY     - 19890824 GOOD             LADTD
 BJ3362  HISTORY     - 20031110 GOOD             LADTD
 BJ3362
 BJ3362                          STATION DESCRIPTION
 BJ3362
 BJ3362'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3362'6.4 KM (4 MI) NORTH FROM FRANKLINTON.
 BJ3362'FROM THE COURTHOUSE AT FRANKLINTON, GO NORTH ALONG STATE HIGHWAY 25
 BJ3362'FOR 6.4 KM (4 MI) TO THE STATION ON THE RIGHT IN HAYS CREEK BRIDGE,
 BJ3362'6.5 METERS (21.4 FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF
 BJ3362'BRIDGE, 10.8 METERS (35.5 FT) EAST-SOUTHEAST OF THE NORTHWEST CORNER
 BJ3362'OF BRIDGE, 4.5 METERS (14.8 FT) EAST OF THE CENTER OF BRIDGE (LA 25).
 BJ3362'THE MARK IS 7.01 METERS  SSE FROM A WITNESS POST.
 BJ3362'THE MARK IS 0.30 M ABOVE CENTER OF BRIDGE..
 BJ3362
 BJ3362                          STATION RECOVERY (1989)
 BJ3362
 BJ3362'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3362'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF WARNERTON AND
 BJ3362'6.4 KM (3.95 MI) NORTH OF FRANKLINTON.  OWNERSHIP--LOUISIANA
 BJ3362'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BJ3362'FROM THE COURTHOUSE IN FRANKLINTON, GO NORTH FOR 6.4 KM (3.95 MI) ON
 BJ3362'STATE HIGHWAY 25 TO THE STATION ON THE RIGHT, IN THE HAYS CREEK
 BJ3362'BRIDGE,  10.8 M (35.4 FT) EAST-SOUTHEAST FROM THE NORTHWEST CORNER OF
 BJ3362'THE BRIDGE, 7.01 M (23.00 FT) SOUTH-SOUTHEAST FROM A WITNESS POST,6.5
 BJ3362'M SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF THE BRIDGE, 4.5 M (14.8
 BJ3362'FT) EAST FROM THE CENTER OF THE BRIDGE AND HIGHWAY, AND 0.15 METER
 BJ3362'(0.49 FT) ABOVE THE BRIDGE ROADWAY.
 BJ3362
 BJ3362                          STATION RECOVERY (2003)
 BJ3362
 BJ3362'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3363 ***********************************************************************
 BJ3363  DESIGNATION -  59 V 018
 BJ3363  PID         -  BJ3363
 BJ3363  STATE/COUNTY-  LA/WASHINGTON
 BJ3363  USGS QUAD   -  CLIFTON (1983)
 BJ3363
 BJ3363                         *CURRENT SURVEY CONTROL
 BJ3363  ___________________________________________________________________
 BJ3363* NAD 83(1986)-  30 54 08.     (N)    090 11 13.     (W)     SCALED    
 BJ3363* NAVD 88     -        56.815  (meters)     186.40   (feet)  ADJUSTED  
 BJ3363  ___________________________________________________________________
 BJ3363  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3363  DYNAMIC HT  -          56.741 (meters)     186.16  (feet)  COMP
 BJ3363  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ3363
 BJ3363  VERT ORDER  -  SECOND    CLASS I
 BJ3363
 BJ3363.The horizontal coordinates were scaled from a topographic map and have
 BJ3363.an estimated accuracy of +/- 6 seconds.
 BJ3363
 BJ3363.The orthometric height was determined by differential leveling
 BJ3363.and adjusted by the National Geodetic Survey in February 1994..
 BJ3363
 BJ3363.The geoid height was determined by GEOID03.
 BJ3363
 BJ3363.The dynamic height is computed by dividing the NAVD 88
 BJ3363.geopotential number by the normal gravity value computed on the
 BJ3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3363.degrees latitude (g = 980.6199 gals.).
 BJ3363
 BJ3363.The modeled gravity was interpolated from observed gravity values.
 BJ3363
 BJ3363;                    North         East    Units  Estimated Accuracy
 BJ3363;SPC LA S     -   266,830.    1,109,600.      MT  (+/- 180 meters Scaled)
 BJ3363
 BJ3363                          SUPERSEDED SURVEY CONTROL
 BJ3363
 BJ3363.No superseded survey control is available for this station.
 BJ3363
 BJ3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ688221(NAD 83)
 BJ3363_MARKER: DB = BENCH MARK DISK
 BJ3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3363_SP_SET: CONCRETE POST
 BJ3363_STAMPING: 59V018 1982
 BJ3363_MARK LOGO: LADH  
 BJ3363_PROJECTION: FLUSH
 BJ3363_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3363+STABILITY: SURFACE MOTION
 BJ3363
 BJ3363  HISTORY     - Date     Condition        Report By
 BJ3363  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3363  HISTORY     - 19890824 GOOD             LADTD
 BJ3363
 BJ3363                          STATION DESCRIPTION
 BJ3363
 BJ3363'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3363'2.5 KM (1.5 MI) SOUTH FROM CLIFTON.
 BJ3363'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 38 AT
 BJ3363'CLIFTON, GO SOUTH ALONG STATE HIGHWAY 25 FOR 2.5 KM (1.55 MI) TO THE
 BJ3363'STATION ON THE LEFT, 15.2 METERS (50 FT) EAST-SOUTHEAST OF THE CENTER
 BJ3363'OF STATE HIGHWAY 25, 43.9 METERS (144 FT) SOUTH-SOUTHWEST OF A GUY
 BJ3363'POLE, 48.8 METERS (160 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST WING OF
 BJ3363'CONCRETE CULVERT UNDER STATE HIGHWAY 25, 44.5 METERS (146 FT)
 BJ3363'SOUTH-SOUTHWEST OF THE JUNCTION OF RIGHT-OF-WAY FENCE AND LATERAL
 BJ3363'FENCE, 0.3 METER (1 FT) EAST-SOUTHEAST OF A RIGHT-OF-WAY FENCE.
 BJ3363'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3363'THE MARK IS ABOVE LEVEL WITH LA 25.
 BJ3363
 BJ3363                          STATION RECOVERY (1989)
 BJ3363
 BJ3363'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3363'THE STATION IS LOCATED 9.7 KM (6.00 MI) SOUTH OF WARNERTON, 8.0 KM
 BJ3363'(4.95 MI) NORTH OF FRANKLINTON AND 2.5 KM (1.55 MI) SOUTH OF CLIFTON.
 BJ3363'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BJ3363'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 38 IN
 BJ3363'CLIFTON, GO SOUTH FOR 2.5 KM (1.55 MI) ON HIGHWAY 25 TO THE STATION ON
 BJ3363'THE LEFT, IS FLUSH WITH THE GROUND,  48.8 M (160.1 FT) SOUTH-SOUTHWEST
 BJ3363'FROM THE SOUTHEAST WING OF A CONCRETE CULVERT UNDER THE HIGHWAY, 44.5
 BJ3363'M (146.0 FT) SOUTH-SOUTHWEST FROM THE JUNCTION OF A RIGHT-OF-WAY FENCE
 BJ3363'AND A LATERAL FENCE, 43.9 M (144.0 FT) SOUTH-SOUTHWEST FROM A GUY
 BJ3363'POLE, 15.2 M (49.9 FT) EAST-SOUTHEAST FROM THE CENTER OF THE HIGHWAY,
 BJ3363'0.3 M (1.0 FT) EAST-SOUTHEAST FROM A RIGHT-OF-WAY FENCE, 0.3 M (1.0
 BJ3363'FT) SOUTH FROM A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3364 ***********************************************************************
 BJ3364  DESIGNATION -  59 V 019
 BJ3364  PID         -  BJ3364
 BJ3364  STATE/COUNTY-  LA/WASHINGTON
 BJ3364  USGS QUAD   -  CLIFTON (1983)
 BJ3364
 BJ3364                         *CURRENT SURVEY CONTROL
 BJ3364  ___________________________________________________________________
 BJ3364* NAD 83(1986)-  30 54 55.     (N)    090 11 01.     (W)     SCALED    
 BJ3364* NAVD 88     -        54.763  (meters)     179.67   (feet)  ADJUSTED  
 BJ3364  ___________________________________________________________________
 BJ3364  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3364  DYNAMIC HT  -          54.692 (meters)     179.44  (feet)  COMP
 BJ3364  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ3364
 BJ3364  VERT ORDER  -  SECOND    CLASS I
 BJ3364
 BJ3364.The horizontal coordinates were scaled from a topographic map and have
 BJ3364.an estimated accuracy of +/- 6 seconds.
 BJ3364
 BJ3364.The orthometric height was determined by differential leveling
 BJ3364.and adjusted by the National Geodetic Survey in February 1994..
 BJ3364
 BJ3364.The geoid height was determined by GEOID03.
 BJ3364
 BJ3364.The dynamic height is computed by dividing the NAVD 88
 BJ3364.geopotential number by the normal gravity value computed on the
 BJ3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3364.degrees latitude (g = 980.6199 gals.).
 BJ3364
 BJ3364.The modeled gravity was interpolated from observed gravity values.
 BJ3364
 BJ3364;                    North         East    Units  Estimated Accuracy
 BJ3364;SPC LA S     -   268,280.    1,109,900.      MT  (+/- 180 meters Scaled)
 BJ3364
 BJ3364                          SUPERSEDED SURVEY CONTROL
 BJ3364
 BJ3364.No superseded survey control is available for this station.
 BJ3364
 BJ3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ691236(NAD 83)
 BJ3364_MARKER: DB = BENCH MARK DISK
 BJ3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3364_SP_SET: CONCRETE POST
 BJ3364_STAMPING: 59V019 1982
 BJ3364_MARK LOGO: LADH  
 BJ3364_PROJECTION: FLUSH
 BJ3364_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3364+STABILITY: SURFACE MOTION
 BJ3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3364+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ3364
 BJ3364  HISTORY     - Date     Condition        Report By
 BJ3364  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3364  HISTORY     - 19890824 GOOD             LADTD
 BJ3364  HISTORY     - 20031110 GOOD             LADTD
 BJ3364
 BJ3364                          STATION DESCRIPTION
 BJ3364
 BJ3364'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3364'1 KM (0.6 MI) SOUTH FROM CLIFTON.
 BJ3364'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 38 AT
 BJ3364'CLIFTON, GO SOUTH ALONG STATE HIGHWAY 25 FOR 1 KM (0.65 MI) TO THE
 BJ3364'STATION ON THE LEFT NEAR A POND, 15.2 METERS (50 FT) EAST-SOUTHEAST OF
 BJ3364'THE CENTER OF STATE HIGHWAY 25, 11 METERS (36 FT) SOUTHWEST OF THE
 BJ3364'NORTHWEST CORNER OF POND, 21 METERS (69 FT) SOUTH OF THE SOUTH END OF
 BJ3364'A CONCRETE PIPE UNDER FIELD DRIVE, 25.8 METERS (85 FT) SOUTH OF THE
 BJ3364'CENTER OF A METAL GATE, 52.4 METERS (172 FT) SOUTH OF THE SOUTHEAST
 BJ3364'WING OF BOX CULVERT UNDER STATE HIGHWAY 25, 38.7 METERS (127 FT)
 BJ3364'SOUTH-SOUTHEAST OF A POWER POLE.
 BJ3364'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3364'THE MARK IS 0.91 M BELOW LA 25.
 BJ3364
 BJ3364                          STATION RECOVERY (1989)
 BJ3364
 BJ3364'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3364'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTH OF FRANKLINTON,
 BJ3364'8.2 KM (5.10 MI) SOUTH OF WARNERTON, AND 1.0 KM (0.60 MI) SOUTH OF
 BJ3364'CLIFTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3364'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ3364'25 AND 38 IN CLIFTON, GO SOUTH FOR 1.0 KM (0.60 MI) ON HIGHWAY 25 TO
 BJ3364'THE MARK ON THE LEFT, NEAR A POND, IS FLUSH WITH THE GROUND,  52.4 M
 BJ3364'(171.9 FT) SOUTH OF THE SOUTHEAST WING FROM A BOX CULVERT UNDER THE
 BJ3364'HIGHWAY, 38.7 M (127.0 FT) SOUTH-SOUTHEAST FROM A POWER POLE, 25.8 M
 BJ3364'(84.6 FT) SOUTH FROM THE CENTER OF A METAL GATE, 21.0 M (68.9 FT)
 BJ3364'SOUTH FROM THE SOUTH END OF A CONCRETE PIPE UNDER A FIELD DRIVE, 15.2
 BJ3364'M (49.9 FT) EAST-SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 11.0 M
 BJ3364'(36.1 FT) SOUTHWEST FROM NORTHWEST CORNER OF THE POND, 0.30 M (0.98
 BJ3364'FT) SOUTH FROM A WITNESS POST, AND 0.91 METER (2.99 FT) BELOW THE
 BJ3364'HIGHWAY.
 BJ3364
 BJ3364                          STATION RECOVERY (2003)
 BJ3364
 BJ3364'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3365 ***********************************************************************
 BJ3365  DESIGNATION -  59 V 020
 BJ3365  PID         -  BJ3365
 BJ3365  STATE/COUNTY-  LA/WASHINGTON
 BJ3365  USGS QUAD   -  CLIFTON (1983)
 BJ3365
 BJ3365                         *CURRENT SURVEY CONTROL
 BJ3365  ___________________________________________________________________
 BJ3365* NAD 83(1986)-  30 56 17.     (N)    090 10 51.     (W)     SCALED    
 BJ3365* NAVD 88     -        60.923  (meters)     199.88   (feet)  ADJUSTED  
 BJ3365  ___________________________________________________________________
 BJ3365  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ3365  DYNAMIC HT  -          60.844 (meters)     199.62  (feet)  COMP
 BJ3365  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BJ3365
 BJ3365  VERT ORDER  -  SECOND    CLASS I
 BJ3365
 BJ3365.The horizontal coordinates were scaled from a topographic map and have
 BJ3365.an estimated accuracy of +/- 6 seconds.
 BJ3365
 BJ3365.The orthometric height was determined by differential leveling
 BJ3365.and adjusted by the National Geodetic Survey in February 1994..
 BJ3365
 BJ3365.The geoid height was determined by GEOID03.
 BJ3365
 BJ3365.The dynamic height is computed by dividing the NAVD 88
 BJ3365.geopotential number by the normal gravity value computed on the
 BJ3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3365.degrees latitude (g = 980.6199 gals.).
 BJ3365
 BJ3365.The modeled gravity was interpolated from observed gravity values.
 BJ3365
 BJ3365;                    North         East    Units  Estimated Accuracy
 BJ3365;SPC LA S     -   270,810.    1,110,140.      MT  (+/- 180 meters Scaled)
 BJ3365
 BJ3365                          SUPERSEDED SURVEY CONTROL
 BJ3365
 BJ3365.No superseded survey control is available for this station.
 BJ3365
 BJ3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ693261(NAD 83)
 BJ3365_MARKER: DB = BENCH MARK DISK
 BJ3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3365_SP_SET: CONCRETE POST
 BJ3365_STAMPING: 59V020 1982
 BJ3365_MARK LOGO: LADH  
 BJ3365_PROJECTION: FLUSH
 BJ3365_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3365+STABILITY: SURFACE MOTION
 BJ3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3365+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ3365
 BJ3365  HISTORY     - Date     Condition        Report By
 BJ3365  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3365  HISTORY     - 1985     GOOD             LADTD
 BJ3365  HISTORY     - 19890524 GOOD             LADTD
 BJ3365  HISTORY     - 19890824 GOOD             LADTD
 BJ3365  HISTORY     - 20031110 GOOD             LADTD
 BJ3365
 BJ3365                          STATION DESCRIPTION
 BJ3365
 BJ3365'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3365'1.4 KM (0.9 MI) NORTH FROM CLIFTON.
 BJ3365'THE MARK IS 0.30 M BELOW LA 25.
 BJ3365'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 38 AT
 BJ3365'CLIFTON, GO NORTH ALONG STATE HIGHWAY 25 FOR 1.4 KM (0.9 MI) TO THE
 BJ3365'STATION ON THE LEFT NEAR A GRAVEL PIT, 15.8 METERS (52 FT) WEST OF THE
 BJ3365'CENTER OF STATE HIGHWAY 25, 4 METERS (13 FT) WEST-NORTHWEST OF THE
 BJ3365'NORTH END OF A CONCRETE CULVERT, 3 METERS (10 FT) SOUTH OF A FENCE
 BJ3365'CORNER POST, 30.2 METERS (99 FT) EAST-NORTHEAST OF THE CENTER OF
 BJ3365'GRAVEL PIT DRIVE AT GATE, 23.5 METERS (77 FT) EAST-NORTHEAST OF THE
 BJ3365'CENTER OF A IRON PIPE GATE OVER OLD RAILROAD TRACKS.
 BJ3365'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3365
 BJ3365                          STATION RECOVERY (1985)
 BJ3365
 BJ3365'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3365'RECOVERED IN GOOD CONDITION.
 BJ3365
 BJ3365                          STATION RECOVERY (1989)
 BJ3365
 BJ3365'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3365'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) NORTH OF CLIFTON.
 BJ3365'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 38 IN
 BJ3365'CLIFTON GO NORTH FOR 1.5 KM (0.95 MI) ON HIGHWAY 25 TO THE STATION ON
 BJ3365'THE LEFT.
 BJ3365'THE STATION IS 31.4 M (103.0 FT) NORTH FROM THE CENTER OF A GRAVEL
 BJ3365'ROAD LEADING INTO A GRAVEL PIT, 15.7 M (51.5 FT) WEST FROM THE CENTER
 BJ3365'OF THE HIGHWAY, 3.0 M (9.8 FT) SOUTH FROM A FENCE CORNER, AND 0.3 M
 BJ3365'(1.0 FT) WEST FROM A WITNESS POST.
 BJ3365
 BJ3365                          STATION RECOVERY (1989)
 BJ3365
 BJ3365'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3365'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) NORTH OF FRANKLINTON,
 BJ3365'4.3 KM (2.65 MI) SOUTH OF WARNERTON AND 1.4 KM (0.85 MI) NORTH OF
 BJ3365'CLIFTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3365'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ3365'25 AND 38 IN CLIFTON, GO NORTH FOR 1.4 KM (0.85 MI) TO THE MARK ON THE
 BJ3365'LEFT, NEAR A GRAVEL PIT ENTRANCE. THE STATION IS 30.2 M (99.1 FT)
 BJ3365'EAST-NORTHEAST FROM THE CENTER OF THE GRAVEL PIT ENTRANCE GATE, 15.8 M
 BJ3365'(51.8 FT) WEST FROM THE CENTER OF THE HIGHWAY, 4.0 M (13.1 FT)
 BJ3365'WEST-NORTHWEST FROM THE NORTH END OF A CONCRETE CULVERT, 3.0 M (9.8
 BJ3365'FT) SOUTH FROM A FENCE CORNER POST AND 0.3 M (1.0 FT) WEST FROM A
 BJ3365'METAL WITNESS POST WITH SIGN ATTACHED. THE MARK IS FLUSH WITH THE
 BJ3365'GROUND AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ3365
 BJ3365                          STATION RECOVERY (2003)
 BJ3365
 BJ3365'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3367 ***********************************************************************
 BJ3367  DESIGNATION -  59 V 021
 BJ3367  PID         -  BJ3367
 BJ3367  STATE/COUNTY-  LA/WASHINGTON
 BJ3367  USGS QUAD   -  CLIFTON (1983)
 BJ3367
 BJ3367                         *CURRENT SURVEY CONTROL
 BJ3367  ___________________________________________________________________
 BJ3367* NAD 83(1986)-  30 57 55.     (N)    090 10 48.     (W)     SCALED    
 BJ3367* NAVD 88     -        59.451  (meters)     195.05   (feet)  ADJUSTED  
 BJ3367  ___________________________________________________________________
 BJ3367  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ3367  DYNAMIC HT  -          59.375 (meters)     194.80  (feet)  COMP
 BJ3367  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BJ3367
 BJ3367  VERT ORDER  -  SECOND    CLASS I
 BJ3367
 BJ3367.The horizontal coordinates were scaled from a topographic map and have
 BJ3367.an estimated accuracy of +/- 6 seconds.
 BJ3367
 BJ3367.The orthometric height was determined by differential leveling
 BJ3367.and adjusted by the National Geodetic Survey in February 1994..
 BJ3367
 BJ3367.The geoid height was determined by GEOID03.
 BJ3367
 BJ3367.The dynamic height is computed by dividing the NAVD 88
 BJ3367.geopotential number by the normal gravity value computed on the
 BJ3367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3367.degrees latitude (g = 980.6199 gals.).
 BJ3367
 BJ3367.The modeled gravity was interpolated from observed gravity values.
 BJ3367
 BJ3367;                    North         East    Units  Estimated Accuracy
 BJ3367;SPC LA S     -   273,830.    1,110,190.      MT  (+/- 180 meters Scaled)
 BJ3367
 BJ3367                          SUPERSEDED SURVEY CONTROL
 BJ3367
 BJ3367.No superseded survey control is available for this station.
 BJ3367
 BJ3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ693291(NAD 83)
 BJ3367_MARKER: DB = BENCH MARK DISK
 BJ3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3367_SP_SET: CONCRETE POST
 BJ3367_STAMPING: 59V021 1982
 BJ3367_MARK LOGO: LADH  
 BJ3367_PROJECTION: FLUSH
 BJ3367_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3367+STABILITY: SURFACE MOTION
 BJ3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3367+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ3367
 BJ3367  HISTORY     - Date     Condition        Report By
 BJ3367  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3367  HISTORY     - 19890824 GOOD             LADTD
 BJ3367  HISTORY     - 20031110 GOOD             LADTD
 BJ3367
 BJ3367                          STATION DESCRIPTION
 BJ3367
 BJ3367'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3367'4.7 KM (2.9 MI) NORTH FROM CLIFTON.
 BJ3367'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 38 AT
 BJ3367'CLIFTON, GO NORTH ALONG STATE HIGHWAY 25 FOR 4.7 KM (2.9 MI) TO THE
 BJ3367'STATION ON THE LEFT BY A BOARD FENCE, 15.5 METERS (51 FT) WEST OF THE
 BJ3367'CENTER OF STATE HIGHWAY 25, 20.4 METERS (67 FT) NORTH-NORTHEAST OF A
 BJ3367'GRAVEL DRIVE TO RESIDENCE, 14.6 METERS (48 FT) NORTH OF THE NORTH END
 BJ3367'OF A CONCRETE CULVERT, 9.9 METERS (32.5 FT) SOUTH-SOUTHWEST OF A FIELD
 BJ3367'ROAD, 1.2 METERS (4 FT) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL.
 BJ3367'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3367'THE MARK IS 0.61 M BELOW LA 25.
 BJ3367
 BJ3367                          STATION RECOVERY (1989)
 BJ3367
 BJ3367'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3367'THE STATION IS LOCATED ABOUT 15.2 KM (9.45 MI) NORTH OF FRANKLINTON,
 BJ3367'4.7 KM (2.90 MI) NORTH OF CLIFTON AND 2.7 KM (1.65 MI) SOUTH OF
 BJ3367'WARNERTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3367'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ3367'25 AND 438 IN WARNERTON, GO SOUTH FOR 2.7 KM (1.65 MI) ON HIGHWAY 25
 BJ3367'TO THE MARK ON THE RIGHT, SET NEAR A BOARD FENCE. THE STATION IS 20.4
 BJ3367'M (66.9 FT) NORTH-NORTHEAST FROM A GRAVEL DRIVE LEADING TO A
 BJ3367'RESIDENCE, 15.5 M (50.9 FT) WEST FROM THE CENTER OF THE HIGHWAY, 14.6
 BJ3367'M (47.9 FT) NORTH FROM THE NORTH END OF A CONCRETE CULVERT, 9.9 M
 BJ3367'(32.5 FT) SOUTH-SOUTHWEST FROM A FIELD ROAD, 1.2 M (3.9 FT)
 BJ3367'NORTH-NORTHEAST FROM A TELEPHONE JUNCTION BOX AND 0.3 M (1.0 FT) WEST
 BJ3367'FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.6
 BJ3367'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ3367
 BJ3367                          STATION RECOVERY (2003)
 BJ3367
 BJ3367'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3368 ***********************************************************************
 BJ3368  DESIGNATION -  59 V 022
 BJ3368  PID         -  BJ3368
 BJ3368  STATE/COUNTY-  LA/WASHINGTON
 BJ3368  USGS QUAD   -  CLIFTON (1983)
 BJ3368
 BJ3368                         *CURRENT SURVEY CONTROL
 BJ3368  ___________________________________________________________________
 BJ3368* NAD 83(1986)-  30 58 42.     (N)    090 10 52.     (W)     SCALED    
 BJ3368* NAVD 88     -        60.176  (meters)     197.43   (feet)  ADJUSTED  
 BJ3368  ___________________________________________________________________
 BJ3368  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ3368  DYNAMIC HT  -          60.098 (meters)     197.17  (feet)  COMP
 BJ3368  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 BJ3368
 BJ3368  VERT ORDER  -  SECOND    CLASS I
 BJ3368
 BJ3368.The horizontal coordinates were scaled from a topographic map and have
 BJ3368.an estimated accuracy of +/- 6 seconds.
 BJ3368
 BJ3368.The orthometric height was determined by differential leveling
 BJ3368.and adjusted by the National Geodetic Survey in February 1994..
 BJ3368
 BJ3368.The geoid height was determined by GEOID03.
 BJ3368
 BJ3368.The dynamic height is computed by dividing the NAVD 88
 BJ3368.geopotential number by the normal gravity value computed on the
 BJ3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3368.degrees latitude (g = 980.6199 gals.).
 BJ3368
 BJ3368.The modeled gravity was interpolated from observed gravity values.
 BJ3368
 BJ3368;                    North         East    Units  Estimated Accuracy
 BJ3368;SPC LA S     -   275,280.    1,110,070.      MT  (+/- 180 meters Scaled)
 BJ3368
 BJ3368                          SUPERSEDED SURVEY CONTROL
 BJ3368
 BJ3368.No superseded survey control is available for this station.
 BJ3368
 BJ3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ692306(NAD 83)
 BJ3368_MARKER: DB = BENCH MARK DISK
 BJ3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3368_SP_SET: CONCRETE POST
 BJ3368_STAMPING: 59V022 1982
 BJ3368_MARK LOGO: LADH  
 BJ3368_PROJECTION: FLUSH
 BJ3368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3368+STABILITY: SURFACE MOTION
 BJ3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3368+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ3368
 BJ3368  HISTORY     - Date     Condition        Report By
 BJ3368  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3368  HISTORY     - 19890824 GOOD             LADTD
 BJ3368  HISTORY     - 20031110 GOOD             LADTD
 BJ3368
 BJ3368                          STATION DESCRIPTION
 BJ3368
 BJ3368'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3368'1.4 KM (0.9 MI) SOUTH FROM WARNERTON.
 BJ3368'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 438 AT
 BJ3368'WARNERTON, GO SOUTH ALONG STATE HIGHWAY 25 FOR 1.4 KM (0.9 MI) TO THE
 BJ3368'STATION ON THE RIGHT, APPROXIMATELY 0.2 KM (0.1 MI) NORTH OF MILL
 BJ3368'CREEK, 14.9 METERS (49 FT) WEST OF THE CENTER OF STATE HIGHWAY 25,
 BJ3368'11.1 METERS (36.5 FT) NORTH-NORTHWEST OF A WOODS ROAD, 18.1 METERS
 BJ3368'(59.5 FT) NORTH OF A TELEPHONE PEDESTAL, 0.5 METER (1.5 FT) SOUTH OF A
 BJ3368'RIGHT-OF-WAY MARKER.
 BJ3368'THE MARK IS 0.46 METERS  NNW FROM A WITNESS POST.
 BJ3368'THE MARK IS 0.91 M BELOW LA 25.
 BJ3368
 BJ3368                          STATION RECOVERY (1989)
 BJ3368
 BJ3368'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3368'THE STATION IS LOCATED ABOUT 16.6 KM (10.30 MI) NORTH OF FRANKLINTON
 BJ3368'AND 1.4 KM (0.85 MI) SOUTH OF WARNERTON.  OWNERSHIP--LOUISIANA
 BJ3368'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BJ3368'FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 438 IN WARNERTON, GO SOUTH
 BJ3368'FOR 1.4 KM (0.85 MI) ON HIGHWAY 25 TO THE MARK ON THE RIGHT,
 BJ3368'APPROXIMATELY 0.2 KM (0.10 MI) NORTH OF MILL CREEK. THE STATION IS
 BJ3368'18.1 M (59.4 FT) NORTH FROM A TELEPHONE JUNCTION BOX, 14.9 M (48.9 FT)
 BJ3368'WEST FROM THE CENTER OF THE HIGHWAY, 11.1 M (36.4 FT) NORTH-NORTHWEST
 BJ3368'FROM A WOODS ROAD AND 0.5 M (1.6 FT) NORTH-NORTHWEST FROM A WITNESS
 BJ3368'POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.9 M (3.0 FT)
 BJ3368'BELOW THE LEVEL OF THE HIGHWAY.
 BJ3368
 BJ3368                          STATION RECOVERY (2003)
 BJ3368
 BJ3368'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3369 ***********************************************************************
 BJ3369  DESIGNATION -  59 V 023
 BJ3369  PID         -  BJ3369
 BJ3369  STATE/COUNTY-  LA/WASHINGTON
 BJ3369  USGS QUAD   -  CLIFTON (1983)
 BJ3369
 BJ3369                         *CURRENT SURVEY CONTROL
 BJ3369  ___________________________________________________________________
 BJ3369* NAD 83(1986)-  30 59 21.     (N)    090 11 02.     (W)     SCALED    
 BJ3369* NAVD 88     -        60.841  (meters)     199.61   (feet)  ADJUSTED  
 BJ3369  ___________________________________________________________________
 BJ3369  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ3369  DYNAMIC HT  -          60.762 (meters)     199.35  (feet)  COMP
 BJ3369  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ3369
 BJ3369  VERT ORDER  -  SECOND    CLASS I
 BJ3369
 BJ3369.The horizontal coordinates were scaled from a topographic map and have
 BJ3369.an estimated accuracy of +/- 6 seconds.
 BJ3369
 BJ3369.The orthometric height was determined by differential leveling
 BJ3369.and adjusted by the National Geodetic Survey in February 1994..
 BJ3369
 BJ3369.The geoid height was determined by GEOID03.
 BJ3369
 BJ3369.The dynamic height is computed by dividing the NAVD 88
 BJ3369.geopotential number by the normal gravity value computed on the
 BJ3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3369.degrees latitude (g = 980.6199 gals.).
 BJ3369
 BJ3369.The modeled gravity was interpolated from observed gravity values.
 BJ3369
 BJ3369;                    North         East    Units  Estimated Accuracy
 BJ3369;SPC LA S     -   276,470.    1,109,800.      MT  (+/- 180 meters Scaled)
 BJ3369
 BJ3369                          SUPERSEDED SURVEY CONTROL
 BJ3369
 BJ3369.No superseded survey control is available for this station.
 BJ3369
 BJ3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ689318(NAD 83)
 BJ3369_MARKER: DB = BENCH MARK DISK
 BJ3369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3369_SP_SET: CONCRETE POST
 BJ3369_STAMPING: 59V023 1982
 BJ3369_MARK LOGO: LADH  
 BJ3369_PROJECTION: FLUSH
 BJ3369_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3369+STABILITY: SURFACE MOTION
 BJ3369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3369+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 BJ3369
 BJ3369  HISTORY     - Date     Condition        Report By
 BJ3369  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3369  HISTORY     - 19890824 GOOD             LADTD
 BJ3369  HISTORY     - 20031110 GOOD             LADTD
 BJ3369  HISTORY     - 20060418 GOOD             NGS
 BJ3369
 BJ3369                          STATION DESCRIPTION
 BJ3369
 BJ3369'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3369'IN WARNERTON.
 BJ3369'AT THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 438 AT
 BJ3369'WARNERTON, 15.5 METERS (51 FT) EAST-NORTHEAST OF THE CENTER OF STATE
 BJ3369'HIGHWAY 25, 29.1 METERS (95.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 BJ3369'STATE HIGHWAY 438, 11.9 METERS (39 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 BJ3369'CORNER OF BLOCK BUILDING, 15.5 METERS (51 FT) SOUTH-SOUTHWEST OF THE
 BJ3369'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 8.5 METERS (28 FT)
 BJ3369'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE.
 BJ3369'THE MARK IS 0.30 METERS  ENE FROM A WITNESS POST.
 BJ3369'THE MARK IS 0.61 M BELOW LA 25.
 BJ3369
 BJ3369                          STATION RECOVERY (1989)
 BJ3369
 BJ3369'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3369'THE STATION IS LOCATED ABOUT 18.0 KM (11.20 MI) NORTH OF FRANKLINTON,
 BJ3369'AT THE JUNCTION OF STATE HIGHWAYS 25 AND 438 IN WARNERTON.
 BJ3369'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. THE
 BJ3369'STATION IS 29.1 M (95.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF HIGHWAY
 BJ3369'438, 15.5 M (50.9 FT) EAST-NORTHEAST FROM THE CENTER OF HIGHWAY 25,
 BJ3369'15.5 M (50.9 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER OF BLOCK
 BJ3369'BUILDING, 11.9 M (39.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 BJ3369'THE BLOCK BUILDING, 8.5 M (27.9 FT) WEST SOUTHWEST FROM THE CENTER OF
 BJ3369'A GRAVEL DRIVE AND 0.6 M (2.0 FT) NORTH FROM A WITNESS POST.  THE MARK
 BJ3369'IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF
 BJ3369'THE HIGHWAY.
 BJ3369
 BJ3369                          STATION RECOVERY (2003)
 BJ3369
 BJ3369'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3369'RECOVERED IN GOOD CONDITION.
 BJ3369
 BJ3369                          STATION RECOVERY (2006)
 BJ3369
 BJ3369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ3369'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1780 ***********************************************************************
 BH1780  DESIGNATION -  59 V 24 LADH
 BH1780  PID         -  BH1780
 BH1780  STATE/COUNTY-  LA/WASHINGTON
 BH1780  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1780
 BH1780                         *CURRENT SURVEY CONTROL
 BH1780  ___________________________________________________________________
 BH1780* NAD 83(1986)-  30 48 40.     (N)    089 53 57.     (W)     SCALED    
 BH1780* NAVD 88     -        49.183  (meters)     161.36   (feet)  ADJUSTED  
 BH1780  ___________________________________________________________________
 BH1780  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BH1780  DYNAMIC HT  -          49.119 (meters)     161.15  (feet)  COMP
 BH1780  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 BH1780
 BH1780  VERT ORDER  -  SECOND    CLASS I
 BH1780
 BH1780.The horizontal coordinates were scaled from a topographic map and have
 BH1780.an estimated accuracy of +/- 6 seconds.
 BH1780
 BH1780.The orthometric height was determined by differential leveling
 BH1780.and adjusted by the National Geodetic Survey in February 1994..
 BH1780
 BH1780.The geoid height was determined by GEOID03.
 BH1780
 BH1780.The dynamic height is computed by dividing the NAVD 88
 BH1780.geopotential number by the normal gravity value computed on the
 BH1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1780.degrees latitude (g = 980.6199 gals.).
 BH1780
 BH1780.The modeled gravity was interpolated from observed gravity values.
 BH1780
 BH1780;                    North         East    Units  Estimated Accuracy
 BH1780;SPC LA S     -   257,040.    1,137,240.      MT  (+/- 180 meters Scaled)
 BH1780
 BH1780                          SUPERSEDED SURVEY CONTROL
 BH1780
 BH1780.No superseded survey control is available for this station.
 BH1780
 BH1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV226122(NAD 83)
 BH1780_MARKER: DB = BENCH MARK DISK
 BH1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1780_SP_SET: CONCRETE POST
 BH1780_STAMPING: 59V24 1984
 BH1780_MARK LOGO: LADH  
 BH1780_PROJECTION: FLUSH
 BH1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1780+STABILITY: SURFACE MOTION
 BH1780
 BH1780  HISTORY     - Date     Condition        Report By
 BH1780  HISTORY     - 1984     MONUMENTED       LADTD
 BH1780
 BH1780                          STATION DESCRIPTION
 BH1780
 BH1780'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1780'5.8 KM (3.6 MI) NW FROM BOGALUSA.
 BH1780'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1780'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1780'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1780'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1780'FOR 4.5 KM (2.8 MI) TO THE BENCH MARK ON THE RIGHT SET NEAR A STONE
 BH1780'COLUMN, 14.8 METERS (48.5 FT) NORTHEAST OF THE CENTER OF HIGHWAY 10,
 BH1780'9.1 METERS (30 FT) NORTHWEST OF THE CENTER OF A GRAVEL DRIVE, AND
 BH1780'4.6 METERS (15 FT) NORTHWEST OF A POWER POLE.
 BH1780'THE MARK IS 0.76 METERS  W FROM  THE WEST STONE COLUMN
 BH1780'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1790 ***********************************************************************
 BH1790  DESIGNATION -  59 V 25 LADH
 BH1790  PID         -  BH1790
 BH1790  STATE/COUNTY-  LA/WASHINGTON
 BH1790  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1790
 BH1790                         *CURRENT SURVEY CONTROL
 BH1790  ___________________________________________________________________
 BH1790* NAD 83(1986)-  30 51 09.     (N)    089 57 09.     (W)     SCALED    
 BH1790* NAVD 88     -        95.853  (meters)     314.48   (feet)  ADJUSTED  
 BH1790  ___________________________________________________________________
 BH1790  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BH1790  DYNAMIC HT  -          95.728 (meters)     314.07  (feet)  COMP
 BH1790  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 BH1790
 BH1790  VERT ORDER  -  SECOND    CLASS I
 BH1790
 BH1790.The horizontal coordinates were scaled from a topographic map and have
 BH1790.an estimated accuracy of +/- 6 seconds.
 BH1790
 BH1790.The orthometric height was determined by differential leveling
 BH1790.and adjusted by the National Geodetic Survey in February 1994..
 BH1790
 BH1790.The geoid height was determined by GEOID03.
 BH1790
 BH1790.The dynamic height is computed by dividing the NAVD 88
 BH1790.geopotential number by the normal gravity value computed on the
 BH1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1790.degrees latitude (g = 980.6199 gals.).
 BH1790
 BH1790.The modeled gravity was interpolated from observed gravity values.
 BH1790
 BH1790;                    North         East    Units  Estimated Accuracy
 BH1790;SPC LA S     -   261,570.    1,132,080.      MT  (+/- 180 meters Scaled)
 BH1790
 BH1790                          SUPERSEDED SURVEY CONTROL
 BH1790
 BH1790.No superseded survey control is available for this station.
 BH1790
 BH1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV176169(NAD 83)
 BH1790_MARKER: DB = BENCH MARK DISK
 BH1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1790_SP_SET: CONCRETE POST
 BH1790_STAMPING: 59V25 1984
 BH1790_MARK LOGO: LADH  
 BH1790_PROJECTION: FLUSH
 BH1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1790+STABILITY: SURFACE MOTION
 BH1790
 BH1790  HISTORY     - Date     Condition        Report By
 BH1790  HISTORY     - 1984     MONUMENTED       LADTD
 BH1790
 BH1790                          STATION DESCRIPTION
 BH1790
 BH1790'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1790'12.9 KM (8 MI) NW FROM BOGALUSA.
 BH1790'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1790'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1790'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1790'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1790'FOR 11.6 KM (7.2 MI) TO THE BENCH MARK ON THE RIGHT AND WEST OF A
 BH1790'GRAVEL ROAD, 18.9 METERS (62 FT) WEST OF THE CENTER OF A GRAVEL ROAD,
 BH1790'15.5 METERS (51 FT) NORTH OF THE CENTER OF HIGHWAY 10, AND 3.4 METERS
 BH1790'(11 FT) WEST OF A RIGHT-OF-WAY MARKER.
 BH1790'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BH1790'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3517 ***********************************************************************
 BJ3517  DESIGNATION -  59 V 26 LADH
 BJ3517  PID         -  BJ3517
 BJ3517  STATE/COUNTY-  LA/WASHINGTON
 BJ3517  USGS QUAD   -  SHERIDAN (1983)
 BJ3517
 BJ3517                         *CURRENT SURVEY CONTROL
 BJ3517  ___________________________________________________________________
 BJ3517* NAD 83(1986)-  30 52 01.     (N)    090 00 46.     (W)     SCALED    
 BJ3517* NAVD 88     -        81.859  (meters)     268.57   (feet)  ADJUSTED  
 BJ3517  ___________________________________________________________________
 BJ3517  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BJ3517  DYNAMIC HT  -          81.752 (meters)     268.21  (feet)  COMP
 BJ3517  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 BJ3517
 BJ3517  VERT ORDER  -  SECOND    CLASS I
 BJ3517
 BJ3517.The horizontal coordinates were scaled from a topographic map and have
 BJ3517.an estimated accuracy of +/- 6 seconds.
 BJ3517
 BJ3517.The orthometric height was determined by differential leveling
 BJ3517.and adjusted by the National Geodetic Survey in February 1994..
 BJ3517
 BJ3517.The geoid height was determined by GEOID03.
 BJ3517
 BJ3517.The dynamic height is computed by dividing the NAVD 88
 BJ3517.geopotential number by the normal gravity value computed on the
 BJ3517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3517.degrees latitude (g = 980.6199 gals.).
 BJ3517
 BJ3517.The modeled gravity was interpolated from observed gravity values.
 BJ3517
 BJ3517;                    North         East    Units  Estimated Accuracy
 BJ3517;SPC LA S     -   263,100.    1,126,300.      MT  (+/- 180 meters Scaled)
 BJ3517
 BJ3517                          SUPERSEDED SURVEY CONTROL
 BJ3517
 BJ3517.No superseded survey control is available for this station.
 BJ3517
 BJ3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ856186(NAD 83)
 BJ3517_MARKER: DB = BENCH MARK DISK
 BJ3517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3517_SP_SET: CONCRETE POST
 BJ3517_STAMPING: 59V26 1984
 BJ3517_MARK LOGO: LADH  
 BJ3517_PROJECTION: FLUSH
 BJ3517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3517+STABILITY: SURFACE MOTION
 BJ3517
 BJ3517  HISTORY     - Date     Condition        Report By
 BJ3517  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3517
 BJ3517                          STATION DESCRIPTION
 BJ3517
 BJ3517'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3517'14.3 KM (8.9 MI) EAST FROM FRANKLINTON.
 BJ3517'ABOUT 14.3 KM (8.9 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3517'FRANKLINTON TO THE BENCH MARK ON THE LEFT ACROSS THE ROAD FROM THE
 BJ3517'JESUS NAME HOLLINESS CHURCH, 47.2 METERS (155 FT) NORTH-NORTHWEST OF
 BJ3517'THE NORTHWEST CORNER OF CHURCH 9.3 METERS (30.5 FT) NORTH OF THE
 BJ3517'CENTER OF HIGHWAY 10, AND 3.4 METERS (11 FT) EAST-NORTHEAST OF A POWER
 BJ3517'POLE WITH TRANSFORMER.
 BJ3517'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3517'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3520 ***********************************************************************
 BJ3520  DESIGNATION -  59 V 27 LADH
 BJ3520  PID         -  BJ3520
 BJ3520  STATE/COUNTY-  LA/WASHINGTON
 BJ3520  USGS QUAD   -  SHERIDAN (1983)
 BJ3520
 BJ3520                         *CURRENT SURVEY CONTROL
 BJ3520  ___________________________________________________________________
 BJ3520* NAD 83(1986)-  30 51 15.     (N)    090 03 42.     (W)     SCALED    
 BJ3520* NAVD 88     -        90.460  (meters)     296.78   (feet)  ADJUSTED  
 BJ3520  ___________________________________________________________________
 BJ3520  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BJ3520  DYNAMIC HT  -          90.342 (meters)     296.40  (feet)  COMP
 BJ3520  MODELED GRAV-     979,336.6   (mgal)                       NAVD 88
 BJ3520
 BJ3520  VERT ORDER  -  SECOND    CLASS I
 BJ3520
 BJ3520.The horizontal coordinates were scaled from a topographic map and have
 BJ3520.an estimated accuracy of +/- 6 seconds.
 BJ3520
 BJ3520.The orthometric height was determined by differential leveling
 BJ3520.and adjusted by the National Geodetic Survey in February 1994..
 BJ3520
 BJ3520.The geoid height was determined by GEOID03.
 BJ3520
 BJ3520.The dynamic height is computed by dividing the NAVD 88
 BJ3520.geopotential number by the normal gravity value computed on the
 BJ3520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3520.degrees latitude (g = 980.6199 gals.).
 BJ3520
 BJ3520.The modeled gravity was interpolated from observed gravity values.
 BJ3520
 BJ3520;                    North         East    Units  Estimated Accuracy
 BJ3520;SPC LA S     -   261,630.    1,121,640.      MT  (+/- 180 meters Scaled)
 BJ3520
 BJ3520                          SUPERSEDED SURVEY CONTROL
 BJ3520
 BJ3520.No superseded survey control is available for this station.
 BJ3520
 BJ3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ809171(NAD 83)
 BJ3520_MARKER: DB = BENCH MARK DISK
 BJ3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3520_SP_SET: CONCRETE POST
 BJ3520_STAMPING: 59V27 1984
 BJ3520_MARK LOGO: LADH  
 BJ3520_PROJECTION: FLUSH
 BJ3520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3520+STABILITY: SURFACE MOTION
 BJ3520
 BJ3520  HISTORY     - Date     Condition        Report By
 BJ3520  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3520
 BJ3520                          STATION DESCRIPTION
 BJ3520
 BJ3520'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3520'9.3 KM (5.8 MI) EAST FROM FRANKLINTON.
 BJ3520'ABOUT 9.3 KM (5.8 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3520'FRANKLINTON TO THE BENCH MARK ON THE RIGHT AT A CROWN ZELLERBACK SIGN,
 BJ3520'19.8 METERS (65 FT) SOUTHEAST OF THE CENTER OF A GRAVEL ROAD,
 BJ3520'14.9 METERS (49 FT) SOUTH OF THE CENTER OF HIGHWAY 10, AND 4.3 METERS
 BJ3520'(14 FT) NORTH OF NORTH END OF THE CROWN ZELLERBACK SIGN.
 BJ3520'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3520'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3521 ***********************************************************************
 BJ3521  DESIGNATION -  59 V 28 LADH
 BJ3521  PID         -  BJ3521
 BJ3521  STATE/COUNTY-  LA/WASHINGTON
 BJ3521  USGS QUAD   -  SHERIDAN (1983)
 BJ3521
 BJ3521                         *CURRENT SURVEY CONTROL
 BJ3521  ___________________________________________________________________
 BJ3521* NAD 83(1986)-  30 51 12.     (N)    090 04 20.     (W)     SCALED    
 BJ3521* NAVD 88     -        86.316  (meters)     283.19   (feet)  ADJUSTED  
 BJ3521  ___________________________________________________________________
 BJ3521  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BJ3521  DYNAMIC HT  -          86.203 (meters)     282.82  (feet)  COMP
 BJ3521  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 BJ3521
 BJ3521  VERT ORDER  -  SECOND    CLASS I
 BJ3521
 BJ3521.The horizontal coordinates were scaled from a topographic map and have
 BJ3521.an estimated accuracy of +/- 6 seconds.
 BJ3521
 BJ3521.The orthometric height was determined by differential leveling
 BJ3521.and adjusted by the National Geodetic Survey in February 1994..
 BJ3521
 BJ3521.The geoid height was determined by GEOID03.
 BJ3521
 BJ3521.The dynamic height is computed by dividing the NAVD 88
 BJ3521.geopotential number by the normal gravity value computed on the
 BJ3521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3521.degrees latitude (g = 980.6199 gals.).
 BJ3521
 BJ3521.The modeled gravity was interpolated from observed gravity values.
 BJ3521
 BJ3521;                    North         East    Units  Estimated Accuracy
 BJ3521;SPC LA S     -   261,530.    1,120,630.      MT  (+/- 180 meters Scaled)
 BJ3521
 BJ3521                          SUPERSEDED SURVEY CONTROL
 BJ3521
 BJ3521.No superseded survey control is available for this station.
 BJ3521
 BJ3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ799170(NAD 83)
 BJ3521_MARKER: DB = BENCH MARK DISK
 BJ3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3521_SP_SET: CONCRETE POST
 BJ3521_STAMPING: 59V28 1984
 BJ3521_MARK LOGO: LADH  
 BJ3521_PROJECTION: FLUSH
 BJ3521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3521+STABILITY: SURFACE MOTION
 BJ3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3521+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3521
 BJ3521  HISTORY     - Date     Condition        Report By
 BJ3521  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3521  HISTORY     - 20030602 GOOD             LADTD
 BJ3521
 BJ3521                          STATION DESCRIPTION
 BJ3521
 BJ3521'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3521'8.2 KM (5.1 MI) EAST FROM FRANKLINTON.
 BJ3521'ABOUT 8.2 KM (5.1 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3521'FRANKLINTON TO THE BENCH MARK ON THE RIGHT EAST OF A PARISH PAVED ROAD
 BJ3521'NEAR A CHURCH SIGN, 24.5 METERS (80.5 FT) EAST OF A TELEPHONE REPAIR
 BJ3521'BOX, 14.6 METERS (48 FT) EAST OF THE CENTER OF POPLARHEAD ROAD,
 BJ3521'13.7 METERS (45 FT) SOUTH OF THE CENTER OF HIGHWAY 10, AND 4.7 METERS
 BJ3521'(15.5 FT) NORTHEAST OF THE NORTH END OF POPLARHEAD BATIST CHURCH SIGN.
 BJ3521'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3521'THE MARK IS 0.91 M ABOVE HIGHWAY 10.
 BJ3521
 BJ3521                          STATION RECOVERY (2003)
 BJ3521
 BJ3521'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3523 ***********************************************************************
 BJ3523  DESIGNATION -  59 V 29 LADH
 BJ3523  PID         -  BJ3523
 BJ3523  STATE/COUNTY-  LA/WASHINGTON
 BJ3523  USGS QUAD   -  SHERIDAN (1983)
 BJ3523
 BJ3523                         *CURRENT SURVEY CONTROL
 BJ3523  ___________________________________________________________________
 BJ3523* NAD 83(1986)-  30 51 01.     (N)    090 06 23.     (W)     SCALED    
 BJ3523* NAVD 88     -        57.789  (meters)     189.60   (feet)  ADJUSTED  
 BJ3523  ___________________________________________________________________
 BJ3523  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BJ3523  DYNAMIC HT  -          57.714 (meters)     189.35  (feet)  COMP
 BJ3523  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BJ3523
 BJ3523  VERT ORDER  -  SECOND    CLASS I
 BJ3523
 BJ3523.The horizontal coordinates were scaled from a topographic map and have
 BJ3523.an estimated accuracy of +/- 6 seconds.
 BJ3523
 BJ3523.The orthometric height was determined by differential leveling
 BJ3523.and adjusted by the National Geodetic Survey in February 1994..
 BJ3523
 BJ3523.The geoid height was determined by GEOID03.
 BJ3523
 BJ3523.The dynamic height is computed by dividing the NAVD 88
 BJ3523.geopotential number by the normal gravity value computed on the
 BJ3523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3523.degrees latitude (g = 980.6199 gals.).
 BJ3523
 BJ3523.The modeled gravity was interpolated from observed gravity values.
 BJ3523
 BJ3523;                    North         East    Units  Estimated Accuracy
 BJ3523;SPC LA S     -   261,150.    1,117,360.      MT  (+/- 180 meters Scaled)
 BJ3523
 BJ3523                          SUPERSEDED SURVEY CONTROL
 BJ3523
 BJ3523.No superseded survey control is available for this station.
 BJ3523
 BJ3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ767165(NAD 83)
 BJ3523_MARKER: DB = BENCH MARK DISK
 BJ3523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3523_SP_SET: CONCRETE POST
 BJ3523_STAMPING: 59V29 LADH
 BJ3523_MARK LOGO: LADH  
 BJ3523_PROJECTION: FLUSH
 BJ3523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3523+STABILITY: SURFACE MOTION
 BJ3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3523+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3523
 BJ3523  HISTORY     - Date     Condition        Report By
 BJ3523  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3523  HISTORY     - 20030602 GOOD             LADTD
 BJ3523
 BJ3523                          STATION DESCRIPTION
 BJ3523
 BJ3523'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3523'4.8 KM (3 MI) EAST FROM FRANKLINTON.
 BJ3523'ABOUT 4.8 KM (3 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3523'FRANKLINTON TO THE BENCH MARK ON THE LEFT AT A ROADSIDE REST AREA,
 BJ3523'40.2 METERS (132 FT) WEST OF THE CENTER OF THE EAST ENTRANCE INTO REST
 BJ3523'AREA, 28 METERS (92 FT) EAST-NORTHEAST OF A POWER POLE WITH
 BJ3523'TRANSFORMER, 13.7 METERS (45 FT) NORTH OF THE CENTER OF HIGHWAY 10,
 BJ3523'AND 5 METERS (16.5 FT) SOUTH OF THE CENTER OF GRAVEL REST AREA ROAD.
 BJ3523'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3523'THE MARK IS 1.83 M ABOVE HIGHWAY 10.
 BJ3523
 BJ3523                          STATION RECOVERY (2003)
 BJ3523
 BJ3523'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3523'OMIT THE ORIGINAL DESCRIPTIONS TO THE REST AREA.  THE REST AREA IS
 BJ3523'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3524 ***********************************************************************
 BJ3524  DESIGNATION -  59 V 30 LADH
 BJ3524  PID         -  BJ3524
 BJ3524  STATE/COUNTY-  LA/WASHINGTON
 BJ3524  USGS QUAD   -  SHERIDAN (1983)
 BJ3524
 BJ3524                         *CURRENT SURVEY CONTROL
 BJ3524  ___________________________________________________________________
 BJ3524* NAD 83(1986)-  30 50 53.     (N)    090 07 19.     (W)     SCALED    
 BJ3524* NAVD 88     -        55.347  (meters)     181.58   (feet)  ADJUSTED  
 BJ3524  ___________________________________________________________________
 BJ3524  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BJ3524  DYNAMIC HT  -          55.275 (meters)     181.35  (feet)  COMP
 BJ3524  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 BJ3524
 BJ3524  VERT ORDER  -  SECOND    CLASS I
 BJ3524
 BJ3524.The horizontal coordinates were scaled from a topographic map and have
 BJ3524.an estimated accuracy of +/- 6 seconds.
 BJ3524
 BJ3524.The orthometric height was determined by differential leveling
 BJ3524.and adjusted by the National Geodetic Survey in February 1994..
 BJ3524
 BJ3524.The geoid height was determined by GEOID03.
 BJ3524
 BJ3524.The dynamic height is computed by dividing the NAVD 88
 BJ3524.geopotential number by the normal gravity value computed on the
 BJ3524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3524.degrees latitude (g = 980.6199 gals.).
 BJ3524
 BJ3524.The modeled gravity was interpolated from observed gravity values.
 BJ3524
 BJ3524;                    North         East    Units  Estimated Accuracy
 BJ3524;SPC LA S     -   260,890.    1,115,880.      MT  (+/- 180 meters Scaled)
 BJ3524
 BJ3524                          SUPERSEDED SURVEY CONTROL
 BJ3524
 BJ3524.No superseded survey control is available for this station.
 BJ3524
 BJ3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ752163(NAD 83)
 BJ3524_MARKER: DB = BENCH MARK DISK
 BJ3524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3524_SP_SET: CONCRETE POST
 BJ3524_STAMPING: 59V30 1984
 BJ3524_MARK LOGO: LADH  
 BJ3524_PROJECTION: FLUSH
 BJ3524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3524+STABILITY: SURFACE MOTION
 BJ3524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3524+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3524
 BJ3524  HISTORY     - Date     Condition        Report By
 BJ3524  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3524  HISTORY     - 20030602 GOOD             LADTD
 BJ3524
 BJ3524                          STATION DESCRIPTION
 BJ3524
 BJ3524'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3524'3.4 KM (2.1 MI) EAST FROM FRANKLINTON.
 BJ3524'ABOUT 3.4 KM (2.1 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3524'FRANKLINTON TO THE BENCH MARK ON THE RIGHT EAST OF A GRAVEL DRIVE,
 BJ3524'12.8 METERS (42 FT) SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 10,
 BJ3524'6.2 METERS (20.5 FT) SOUTHEAST OF THE EAST END OF A CEMENT CULVERT
 BJ3524'UNDER GRAVEL DRIVE, 6.1 METERS (20 FT) EAST OF THE CENTER OF THE
 BJ3524'GRAVEL DRIVE, 2 METERS (6.5 FT) SOUTH-SOUTHWEST OF A TELEPHONE REPAIR
 BJ3524'BOX, AND 0.8 METER (2.5 FT) NORTH OF A NET WIRE FENCE.
 BJ3524'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3524'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
 BJ3524
 BJ3524                          STATION RECOVERY (2003)
 BJ3524
 BJ3524'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3524'OMIT THE DESCRIPTION TO THE NET WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3525 ***********************************************************************
 BJ3525  DESIGNATION -  59 V 31 LADH
 BJ3525  PID         -  BJ3525
 BJ3525  STATE/COUNTY-  LA/WASHINGTON
 BJ3525  USGS QUAD   -  FRANKLINTON (1983)
 BJ3525
 BJ3525                         *CURRENT SURVEY CONTROL
 BJ3525  ___________________________________________________________________
 BJ3525* NAD 83(1986)-  30 50 46.     (N)    090 08 22.     (W)     SCALED    
 BJ3525* NAVD 88     -        49.731  (meters)     163.16   (feet)  ADJUSTED  
 BJ3525  ___________________________________________________________________
 BJ3525  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BJ3525  DYNAMIC HT  -          49.666 (meters)     162.95  (feet)  COMP
 BJ3525  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BJ3525
 BJ3525  VERT ORDER  -  SECOND    CLASS I
 BJ3525
 BJ3525.The horizontal coordinates were scaled from a topographic map and have
 BJ3525.an estimated accuracy of +/- 6 seconds.
 BJ3525
 BJ3525.The orthometric height was determined by differential leveling
 BJ3525.and adjusted by the National Geodetic Survey in February 1994..
 BJ3525
 BJ3525.The geoid height was determined by GEOID03.
 BJ3525
 BJ3525.The dynamic height is computed by dividing the NAVD 88
 BJ3525.geopotential number by the normal gravity value computed on the
 BJ3525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3525.degrees latitude (g = 980.6199 gals.).
 BJ3525
 BJ3525.The modeled gravity was interpolated from observed gravity values.
 BJ3525
 BJ3525;                    North         East    Units  Estimated Accuracy
 BJ3525;SPC LA S     -   260,660.    1,114,210.      MT  (+/- 180 meters Scaled)
 BJ3525
 BJ3525                          SUPERSEDED SURVEY CONTROL
 BJ3525
 BJ3525.No superseded survey control is available for this station.
 BJ3525
 BJ3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ735160(NAD 83)
 BJ3525_MARKER: DB = BENCH MARK DISK
 BJ3525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3525_SP_SET: CONCRETE POST
 BJ3525_STAMPING: 59V31 1984
 BJ3525_MARK LOGO: LADH  
 BJ3525_PROJECTION: FLUSH
 BJ3525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3525+STABILITY: SURFACE MOTION
 BJ3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3525+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3525
 BJ3525  HISTORY     - Date     Condition        Report By
 BJ3525  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3525  HISTORY     - 20030602 GOOD             LADTD
 BJ3525
 BJ3525                          STATION DESCRIPTION
 BJ3525
 BJ3525'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3525'IN FRANKLINTON.
 BJ3525'ABOUT 1.8 KM (1.1 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3525'FRANKLINTON TO THE BENCH MARK ON THE RIGHT AT THE EASTGATE SHOPPING
 BJ3525'CENTER, 27.7 METERS (91 FT) WEST OF THE CENTER OF THE EAST ENTRANCE TO
 BJ3525'THE SHOPPING CENTER, 15.8 METERS (52 FT) NORTH-NORTHWEST FROM THE
 BJ3525'NORTHWEST CORNER OF THE WASHINGTON BANK AND TRUST COMPANY BUILDING,
 BJ3525'11.9 METERS (39 FT) SOUTH OF THE CENTER OF HIGHWAY 10, 7.9 METERS
 BJ3525'(26 FT) EAST-SOUTHEAST FROM CENTER OF EAST END OF CONCRETE SIDE DRAIN
 BJ3525'UNDER DRIVEWAY TO GULF GAS STATION, AND 4.9 METERS (16 FT) NORTHEAST
 BJ3525'OF THE NORTH END OF A BANK COMPANYS BRICK SIGN.
 BJ3525'THE MARK IS 0.61 M BELOW HIGHWAY 10.
 BJ3525
 BJ3525                          STATION RECOVERY (2003)
 BJ3525
 BJ3525'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3527 ***********************************************************************
 BJ3527  DESIGNATION -  59 V 32 LADH
 BJ3527  PID         -  BJ3527
 BJ3527  STATE/COUNTY-  LA/WASHINGTON
 BJ3527  USGS QUAD   -  FRANKLINTON (1983)
 BJ3527
 BJ3527                         *CURRENT SURVEY CONTROL
 BJ3527  ___________________________________________________________________
 BJ3527* NAD 83(1986)-  30 50 52.     (N)    090 11 08.     (W)     SCALED    
 BJ3527* NAVD 88     -        44.964  (meters)     147.52   (feet)  ADJUSTED  
 BJ3527  ___________________________________________________________________
 BJ3527  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ3527  DYNAMIC HT  -          44.906 (meters)     147.33  (feet)  COMP
 BJ3527  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ3527
 BJ3527  VERT ORDER  -  SECOND    CLASS I
 BJ3527
 BJ3527.The horizontal coordinates were scaled from a topographic map and have
 BJ3527.an estimated accuracy of +/- 6 seconds.
 BJ3527
 BJ3527.The orthometric height was determined by differential leveling
 BJ3527.and adjusted by the National Geodetic Survey in February 1994..
 BJ3527
 BJ3527.The geoid height was determined by GEOID03.
 BJ3527
 BJ3527.The dynamic height is computed by dividing the NAVD 88
 BJ3527.geopotential number by the normal gravity value computed on the
 BJ3527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3527.degrees latitude (g = 980.6199 gals.).
 BJ3527
 BJ3527.The modeled gravity was interpolated from observed gravity values.
 BJ3527
 BJ3527;                    North         East    Units  Estimated Accuracy
 BJ3527;SPC LA S     -   260,800.    1,109,790.      MT  (+/- 180 meters Scaled)
 BJ3527
 BJ3527                          SUPERSEDED SURVEY CONTROL
 BJ3527
 BJ3527.No superseded survey control is available for this station.
 BJ3527
 BJ3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ691161(NAD 83)
 BJ3527_MARKER: DB = BENCH MARK DISK
 BJ3527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3527_SP_SET: CONCRETE POST
 BJ3527_STAMPING: 59V32 1984
 BJ3527_MARK LOGO: LADH  
 BJ3527_PROJECTION: FLUSH
 BJ3527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3527+STABILITY: SURFACE MOTION
 BJ3527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3527+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3527
 BJ3527  HISTORY     - Date     Condition        Report By
 BJ3527  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3527  HISTORY     - 20030602 GOOD             LADTD
 BJ3527
 BJ3527                          STATION DESCRIPTION
 BJ3527
 BJ3527'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3527'3.5 KM (2.2 MI) WEST FROM FRANKLINTON.
 BJ3527'ABOUT 3.5 KM (2.2 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3527'FRANKLINTON TO THE BENCH MARK ON THE LEFT NEAR A METAL GATE,
 BJ3527'13.7 METERS (45 FT) EAST-SOUTHEAST OF A POWER POLE, 11.9 METERS
 BJ3527'(39 FT) WEST-NORTHWEST OF THE CENTER OF A METAL GATE, 9.8 METERS
 BJ3527'(32 FT) SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 10, 7.9 METERS
 BJ3527'(26 FT) WEST-NORTHWEST OF WEST END OF CONCRETE PIPE UNDER GRAVEL
 BJ3527'DRIVE, AND 0.6 METER (2 FT) NORTHEAST OF A 4-STRAND BARB WIRE FENCE.
 BJ3527'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3527'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3527
 BJ3527                          STATION RECOVERY (2003)
 BJ3527
 BJ3527'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3528 ***********************************************************************
 BJ3528  DESIGNATION -  59 V 33 LADH
 BJ3528  PID         -  BJ3528
 BJ3528  STATE/COUNTY-  LA/WASHINGTON
 BJ3528  USGS QUAD   -  FRANKLINTON (1983)
 BJ3528
 BJ3528                         *CURRENT SURVEY CONTROL
 BJ3528  ___________________________________________________________________
 BJ3528* NAD 83(1986)-  30 51 13.     (N)    090 12 00.     (W)     SCALED    
 BJ3528* NAVD 88     -        50.705  (meters)     166.35   (feet)  ADJUSTED  
 BJ3528  ___________________________________________________________________
 BJ3528  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ3528  DYNAMIC HT  -          50.639 (meters)     166.14  (feet)  COMP
 BJ3528  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ3528
 BJ3528  VERT ORDER  -  SECOND    CLASS I
 BJ3528
 BJ3528.The horizontal coordinates were scaled from a topographic map and have
 BJ3528.an estimated accuracy of +/- 6 seconds.
 BJ3528
 BJ3528.The orthometric height was determined by differential leveling
 BJ3528.and adjusted by the National Geodetic Survey in February 1994..
 BJ3528
 BJ3528.The geoid height was determined by GEOID03.
 BJ3528
 BJ3528.The dynamic height is computed by dividing the NAVD 88
 BJ3528.geopotential number by the normal gravity value computed on the
 BJ3528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3528.degrees latitude (g = 980.6199 gals.).
 BJ3528
 BJ3528.The modeled gravity was interpolated from observed gravity values.
 BJ3528
 BJ3528;                    North         East    Units  Estimated Accuracy
 BJ3528;SPC LA S     -   261,430.    1,108,410.      MT  (+/- 180 meters Scaled)
 BJ3528
 BJ3528                          SUPERSEDED SURVEY CONTROL
 BJ3528
 BJ3528.No superseded survey control is available for this station.
 BJ3528
 BJ3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ677167(NAD 83)
 BJ3528_MARKER: DB = BENCH MARK DISK
 BJ3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3528_SP_SET: CONCRETE POST
 BJ3528_STAMPING: 59V33 1984
 BJ3528_MARK LOGO: LADH  
 BJ3528_PROJECTION: FLUSH
 BJ3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3528+STABILITY: SURFACE MOTION
 BJ3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3528+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3528
 BJ3528  HISTORY     - Date     Condition        Report By
 BJ3528  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3528  HISTORY     - 20030602 GOOD             LADTD
 BJ3528
 BJ3528                          STATION DESCRIPTION
 BJ3528
 BJ3528'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3528'5.1 KM (3.2 MI) WEST FROM FRANKLINTON.
 BJ3528'ABOUT 5.1 KM (3.2 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3528'FRANKLINTON TO THE BENCH MARK ON THE RIGHT BY A FENCE, 38.1 METERS
 BJ3528'(125 FT) EAST OF THE NORTH END OF A METAL CULVERT UNDER HIGHWAY 10,
 BJ3528'16.2 METERS (53 FT) EAST-NORTHEAST OF THE EAST END OF A METAL PIPE
 BJ3528'UNDER A GRAVEL DRIVE, 13.4 METERS (44 FT) WEST OF A TELEPHONE JUNCTION
 BJ3528'BOX, 7 METERS (23 FT) NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 10, AND
 BJ3528'0.6 METER (2 FT) SOUTH OF A 4-STRAND BARB WIRE FENCE.
 BJ3528'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3528'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
 BJ3528
 BJ3528                          STATION RECOVERY (2003)
 BJ3528
 BJ3528'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3529 ***********************************************************************
 BJ3529  DESIGNATION -  59 V 34 LADH
 BJ3529  PID         -  BJ3529
 BJ3529  STATE/COUNTY-  LA/WASHINGTON
 BJ3529  USGS QUAD   -  FRANKLINTON (1983)
 BJ3529
 BJ3529                         *CURRENT SURVEY CONTROL
 BJ3529  ___________________________________________________________________
 BJ3529* NAD 83(1986)-  30 51 14.     (N)    090 12 47.     (W)     SCALED    
 BJ3529* NAVD 88     -        59.357  (meters)     194.74   (feet)  ADJUSTED  
 BJ3529  ___________________________________________________________________
 BJ3529  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3529  DYNAMIC HT  -          59.280 (meters)     194.49  (feet)  COMP
 BJ3529  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ3529
 BJ3529  VERT ORDER  -  SECOND    CLASS I
 BJ3529
 BJ3529.The horizontal coordinates were scaled from a topographic map and have
 BJ3529.an estimated accuracy of +/- 6 seconds.
 BJ3529
 BJ3529.The orthometric height was determined by differential leveling
 BJ3529.and adjusted by the National Geodetic Survey in February 1994..
 BJ3529
 BJ3529.The geoid height was determined by GEOID03.
 BJ3529
 BJ3529.The dynamic height is computed by dividing the NAVD 88
 BJ3529.geopotential number by the normal gravity value computed on the
 BJ3529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3529.degrees latitude (g = 980.6199 gals.).
 BJ3529
 BJ3529.The modeled gravity was interpolated from observed gravity values.
 BJ3529
 BJ3529;                    North         East    Units  Estimated Accuracy
 BJ3529;SPC LA S     -   261,450.    1,107,160.      MT  (+/- 180 meters Scaled)
 BJ3529
 BJ3529                          SUPERSEDED SURVEY CONTROL
 BJ3529
 BJ3529.No superseded survey control is available for this station.
 BJ3529
 BJ3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ665167(NAD 83)
 BJ3529_MARKER: DB = BENCH MARK DISK
 BJ3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3529_SP_SET: CONCRETE POST
 BJ3529_STAMPING: 59V34 1984
 BJ3529_MARK LOGO: LADH  
 BJ3529_PROJECTION: FLUSH
 BJ3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3529+STABILITY: SURFACE MOTION
 BJ3529
 BJ3529  HISTORY     - Date     Condition        Report By
 BJ3529  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3529  HISTORY     - 20030602 MARK NOT FOUND   LADTD
 BJ3529
 BJ3529                          STATION DESCRIPTION
 BJ3529
 BJ3529'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3529'6.4 KM (4 MI) WEST FROM FRANKLINTON.
 BJ3529'ABOUT 6.4 KM (4 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3529'FRANKLINTON TO THE BENCH MARK ON THE LEFT AND EAST OF THE FAMILY
 BJ3529'GROCER AND GAS STATION IN RICHARDSON, 37.2 METERS (122 FT)
 BJ3529'EAST-NORTHEAST OF THE NORTHEAST CORNER OF GROCER, 25 METERS (82 FT)
 BJ3529'SOUTH-SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 17.1 METERS (56 FT)
 BJ3529'EAST OF A TELEPHONE JUNCTION BOX, 13.7 METERS (45 FT) SOUTH-SOUTHEAST
 BJ3529'OF THE CENTER OF HIGHWAY 10, AND 4.6 METERS (15 FT) WEST OF THE CENTER
 BJ3529'OF A METAL GATE.
 BJ3529'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3529'THE MARK IS 0.30 M ABOVE HIGHWAY 10.
 BJ3529
 BJ3529                          STATION RECOVERY (2003)
 BJ3529
 BJ3529'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3530 ***********************************************************************
 BJ3530  DESIGNATION -  59 V 35 LADH
 BJ3530  PID         -  BJ3530
 BJ3530  STATE/COUNTY-  LA/WASHINGTON
 BJ3530  USGS QUAD   -  FRANKLINTON (1983)
 BJ3530
 BJ3530                         *CURRENT SURVEY CONTROL
 BJ3530  ___________________________________________________________________
 BJ3530* NAD 83(1986)-  30 50 27.     (N)    090 13 19.     (W)     SCALED    
 BJ3530* NAVD 88     -        76.135  (meters)     249.79   (feet)  ADJUSTED  
 BJ3530  ___________________________________________________________________
 BJ3530  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ3530  DYNAMIC HT  -          76.037 (meters)     249.46  (feet)  COMP
 BJ3530  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ3530
 BJ3530  VERT ORDER  -  SECOND    CLASS I
 BJ3530
 BJ3530.The horizontal coordinates were scaled from a topographic map and have
 BJ3530.an estimated accuracy of +/- 6 seconds.
 BJ3530
 BJ3530.The orthometric height was determined by differential leveling
 BJ3530.and adjusted by the National Geodetic Survey in February 1994..
 BJ3530
 BJ3530.The geoid height was determined by GEOID03.
 BJ3530
 BJ3530.The dynamic height is computed by dividing the NAVD 88
 BJ3530.geopotential number by the normal gravity value computed on the
 BJ3530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3530.degrees latitude (g = 980.6199 gals.).
 BJ3530
 BJ3530.The modeled gravity was interpolated from observed gravity values.
 BJ3530
 BJ3530;                    North         East    Units  Estimated Accuracy
 BJ3530;SPC LA S     -   259,990.    1,106,320.      MT  (+/- 180 meters Scaled)
 BJ3530
 BJ3530                          SUPERSEDED SURVEY CONTROL
 BJ3530
 BJ3530.No superseded survey control is available for this station.
 BJ3530
 BJ3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ656152(NAD 83)
 BJ3530_MARKER: DB = BENCH MARK DISK
 BJ3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3530_SP_SET: CONCRETE POST
 BJ3530_STAMPING: 59V35 1984
 BJ3530_MARK LOGO: LADH  
 BJ3530_PROJECTION: FLUSH
 BJ3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3530+STABILITY: SURFACE MOTION
 BJ3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3530+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3530
 BJ3530  HISTORY     - Date     Condition        Report By
 BJ3530  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3530  HISTORY     - 20030602 GOOD             LADTD
 BJ3530
 BJ3530                          STATION DESCRIPTION
 BJ3530
 BJ3530'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3530'8.2 KM (5.1 MI) WEST FROM FRANKLINTON.
 BJ3530'ABOUT 8.2 KM (5.1 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3530'FRANKLINTON TO THE BENCH MARK ON THE RIGHT AND WEST OF A PARISH GRAVEL
 BJ3530'ROAD, 67 METERS (220 FT) SOUTH-SOUTHWEST OF THE WEST END OF AN 18-INCH
 BJ3530'CONCRETE CROSSDRAIN UNDER HIGHWAY 10, 15.8 METERS (52 FT) SOUTHWEST OF
 BJ3530'THE CENTER OF THE GRAVEL ROAD, 8.2 METERS (27 FT) WEST-NORTHWEST OF
 BJ3530'THE CENTER OF HIGHWAY 10, 4.9 METERS (16 FT) SOUTH OF A 18-INCH PINE
 BJ3530'TREE, AND 0.6 METER (2 FT) EAST OF A 5-STRAND BARB WIRE FENCE.
 BJ3530'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3530'THE MARK IS 0.91 M BELOW HIGHWAY 10.
 BJ3530
 BJ3530                          STATION RECOVERY (2003)
 BJ3530
 BJ3530'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3530'OMIT THE DESCRIPTION TO THE 5 STRAND BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3531 ***********************************************************************
 BJ3531  DESIGNATION -  59 V 36 LADH
 BJ3531  PID         -  BJ3531
 BJ3531  STATE/COUNTY-  LA/WASHINGTON
 BJ3531  USGS QUAD   -  FRANKLINTON (1983)
 BJ3531
 BJ3531                         *CURRENT SURVEY CONTROL
 BJ3531  ___________________________________________________________________
 BJ3531* NAD 83(1986)-  30 49 53.     (N)    090 14 09.     (W)     SCALED    
 BJ3531* NAVD 88     -        73.889  (meters)     242.42   (feet)  ADJUSTED  
 BJ3531  ___________________________________________________________________
 BJ3531  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ3531  DYNAMIC HT  -          73.794 (meters)     242.11  (feet)  COMP
 BJ3531  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ3531
 BJ3531  VERT ORDER  -  SECOND    CLASS I
 BJ3531
 BJ3531.The horizontal coordinates were scaled from a topographic map and have
 BJ3531.an estimated accuracy of +/- 6 seconds.
 BJ3531
 BJ3531.The orthometric height was determined by differential leveling
 BJ3531.and adjusted by the National Geodetic Survey in February 1994..
 BJ3531
 BJ3531.The geoid height was determined by GEOID03.
 BJ3531
 BJ3531.The dynamic height is computed by dividing the NAVD 88
 BJ3531.geopotential number by the normal gravity value computed on the
 BJ3531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3531.degrees latitude (g = 980.6199 gals.).
 BJ3531
 BJ3531.The modeled gravity was interpolated from observed gravity values.
 BJ3531
 BJ3531;                    North         East    Units  Estimated Accuracy
 BJ3531;SPC LA S     -   258,930.    1,105,000.      MT  (+/- 180 meters Scaled)
 BJ3531
 BJ3531                          SUPERSEDED SURVEY CONTROL
 BJ3531
 BJ3531.No superseded survey control is available for this station.
 BJ3531
 BJ3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ643141(NAD 83)
 BJ3531_MARKER: DB = BENCH MARK DISK
 BJ3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3531_SP_SET: CONCRETE POST
 BJ3531_STAMPING: 59V36 1984
 BJ3531_MARK LOGO: LADH  
 BJ3531_PROJECTION: FLUSH
 BJ3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3531+STABILITY: SURFACE MOTION
 BJ3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3531+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3531
 BJ3531  HISTORY     - Date     Condition        Report By
 BJ3531  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3531  HISTORY     - 20030602 GOOD             LADTD
 BJ3531
 BJ3531                          STATION DESCRIPTION
 BJ3531
 BJ3531'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3531'10 KM (6.2 MI) WEST FROM FRANKLINTON.
 BJ3531'ABOUT 10 KM (6.2 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3531'FRANKLINTON TO THE BENCH MARK ON THE RIGHT AND WEST OF JUNCTION OF A
 BJ3531'PARISH BLACKTOP ROAD, 14.9 METERS (49 FT) SOUTH-SOUTHWEST OF THE
 BJ3531'CENTER OF THE PARISH ROAD, 12.2 METERS (40 FT) NORTH-NORTHWEST OF THE
 BJ3531'CENTER OF HIGHWAY 10, AND 10.1 METERS (33 FT) WEST-SOUTHWEST OF A
 BJ3531'POWER POLE WITH TRANSFORMER AND GUIDEWIRE.
 BJ3531'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3531'THE MARK IS 0.61 M BELOW HIGHWAY 10.
 BJ3531
 BJ3531                          STATION RECOVERY (2003)
 BJ3531
 BJ3531'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3532 ***********************************************************************
 BJ3532  DESIGNATION -  59 V 37 LADH
 BJ3532  PID         -  BJ3532
 BJ3532  STATE/COUNTY-  LA/WASHINGTON
 BJ3532  USGS QUAD   -  FRANKLINTON (1983)
 BJ3532
 BJ3532                         *CURRENT SURVEY CONTROL
 BJ3532  ___________________________________________________________________
 BJ3532* NAD 83(1986)-  30 49 14.     (N)    090 14 31.     (W)     SCALED    
 BJ3532* NAVD 88     -        67.028  (meters)     219.91   (feet)  ADJUSTED  
 BJ3532  ___________________________________________________________________
 BJ3532  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ3532  DYNAMIC HT  -          66.941 (meters)     219.62  (feet)  COMP
 BJ3532  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ3532
 BJ3532  VERT ORDER  -  SECOND    CLASS I
 BJ3532
 BJ3532.The horizontal coordinates were scaled from a topographic map and have
 BJ3532.an estimated accuracy of +/- 6 seconds.
 BJ3532
 BJ3532.The orthometric height was determined by differential leveling
 BJ3532.and adjusted by the National Geodetic Survey in February 1994..
 BJ3532
 BJ3532.The geoid height was determined by GEOID03.
 BJ3532
 BJ3532.The dynamic height is computed by dividing the NAVD 88
 BJ3532.geopotential number by the normal gravity value computed on the
 BJ3532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3532.degrees latitude (g = 980.6199 gals.).
 BJ3532
 BJ3532.The modeled gravity was interpolated from observed gravity values.
 BJ3532
 BJ3532;                    North         East    Units  Estimated Accuracy
 BJ3532;SPC LA S     -   257,730.    1,104,430.      MT  (+/- 180 meters Scaled)
 BJ3532
 BJ3532                          SUPERSEDED SURVEY CONTROL
 BJ3532
 BJ3532.No superseded survey control is available for this station.
 BJ3532
 BJ3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ638129(NAD 83)
 BJ3532_MARKER: DB = BENCH MARK DISK
 BJ3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3532_SP_SET: CONCRETE POST
 BJ3532_STAMPING: 59V37 1984
 BJ3532_MARK LOGO: LADH  
 BJ3532_PROJECTION: FLUSH
 BJ3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3532+STABILITY: SURFACE MOTION
 BJ3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3532+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3532
 BJ3532  HISTORY     - Date     Condition        Report By
 BJ3532  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3532  HISTORY     - 20030602 GOOD             LADTD
 BJ3532
 BJ3532                          STATION DESCRIPTION
 BJ3532
 BJ3532'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3532'11.4 KM (7.1 MI) WEST FROM FRANKLINTON.
 BJ3532'ABOUT 11.4 KM (7.1 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3532'FRANKLINTON TO THE BENCH MARK ON THE RIGHT NEAR A PIPE GATE AND SET
 BJ3532'DIRECTLY ACROSS FROM JUNCTION WITH A PARISH BLACKTOP ROAD, 19.1 METERS
 BJ3532'(62.5 FT) EAST OF THE CENTER OF PIPE GATE, 9.8 METERS (32 FT)
 BJ3532'NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 10, AND 0.6 METER (2 FT)
 BJ3532'SOUTH OF A 4-STRAND BARB WIRE FENCE.
 BJ3532'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3532'THE MARK IS 0.30 M BELOW HIGHWAY 10.
 BJ3532
 BJ3532                          STATION RECOVERY (2003)
 BJ3532
 BJ3532'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3533 ***********************************************************************
 BJ3533  DESIGNATION -  59 V 38 LADH
 BJ3533  PID         -  BJ3533
 BJ3533  STATE/COUNTY-  LA/WASHINGTON
 BJ3533  USGS QUAD   -  WILMER (1983)
 BJ3533
 BJ3533                         *CURRENT SURVEY CONTROL
 BJ3533  ___________________________________________________________________
 BJ3533* NAD 83(1986)-  30 48 53.     (N)    090 15 13.     (W)     SCALED    
 BJ3533* NAVD 88     -        73.042  (meters)     239.64   (feet)  ADJUSTED  
 BJ3533  ___________________________________________________________________
 BJ3533  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ3533  DYNAMIC HT  -          72.947 (meters)     239.33  (feet)  COMP
 BJ3533  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BJ3533
 BJ3533  VERT ORDER  -  SECOND    CLASS I
 BJ3533
 BJ3533.The horizontal coordinates were scaled from a topographic map and have
 BJ3533.an estimated accuracy of +/- 6 seconds.
 BJ3533
 BJ3533.The orthometric height was determined by differential leveling
 BJ3533.and adjusted by the National Geodetic Survey in February 1994..
 BJ3533
 BJ3533.The geoid height was determined by GEOID03.
 BJ3533
 BJ3533.The dynamic height is computed by dividing the NAVD 88
 BJ3533.geopotential number by the normal gravity value computed on the
 BJ3533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3533.degrees latitude (g = 980.6199 gals.).
 BJ3533
 BJ3533.The modeled gravity was interpolated from observed gravity values.
 BJ3533
 BJ3533;                    North         East    Units  Estimated Accuracy
 BJ3533;SPC LA S     -   257,070.    1,103,320.      MT  (+/- 180 meters Scaled)
 BJ3533
 BJ3533                          SUPERSEDED SURVEY CONTROL
 BJ3533
 BJ3533.No superseded survey control is available for this station.
 BJ3533
 BJ3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ627122(NAD 83)
 BJ3533_MARKER: DB = BENCH MARK DISK
 BJ3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3533_SP_SET: CONCRETE POST
 BJ3533_STAMPING: 59V38 1984
 BJ3533_MARK LOGO: LADH  
 BJ3533_PROJECTION: FLUSH
 BJ3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3533+STABILITY: SURFACE MOTION
 BJ3533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3533+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3533
 BJ3533  HISTORY     - Date     Condition        Report By
 BJ3533  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3533  HISTORY     - 20030602 GOOD             LADTD
 BJ3533
 BJ3533                          STATION DESCRIPTION
 BJ3533
 BJ3533'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3533'13 KM (8.1 MI) WEST FROM FRANKLINTON.
 BJ3533'ABOUT 13 KM (8.1 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3533'FRANKLINTON TO THE BENCH MARK ON THE LEFT NEAR A POWER POLE AND WEST
 BJ3533'OF A GRAVEL DRIVE, 26.2 METERS (86 FT) EAST-NORTHEAST OF THE CENTER OF
 BJ3533'THE GRAVEL DRIVE, 9.5 METERS (31 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 BJ3533'HIGHWAY 10, 1.2 METERS (4 FT) EAST-SOUTHEAST OF A POWER POLE, AND
 BJ3533'0.9 METER (3 FT) EAST OF A 5-STRAND BARB WIRE FENCE CORNER.
 BJ3533'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3533'THE MARK IS 0.91 M BELOW HIGHWAY 10.
 BJ3533
 BJ3533                          STATION RECOVERY (2003)
 BJ3533
 BJ3533'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3533'NOTE, THE STATION IS WEST OF THE HIGHWAY INSTEAD OF EAST-NORTHEAST AND
 BJ3533'RECESSED 4 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3534 ***********************************************************************
 BJ3534  DESIGNATION -  59 V 39 LADH
 BJ3534  PID         -  BJ3534
 BJ3534  STATE/COUNTY-  LA/WASHINGTON
 BJ3534  USGS QUAD   -  WILMER (1983)
 BJ3534
 BJ3534                         *CURRENT SURVEY CONTROL
 BJ3534  ___________________________________________________________________
 BJ3534* NAD 83(1986)-  30 48 51.     (N)    090 16 13.     (W)     SCALED    
 BJ3534* NAVD 88     -        75.342  (meters)     247.18   (feet)  ADJUSTED  
 BJ3534  ___________________________________________________________________
 BJ3534  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ3534  DYNAMIC HT  -          75.245 (meters)     246.87  (feet)  COMP
 BJ3534  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ3534
 BJ3534  VERT ORDER  -  SECOND    CLASS I
 BJ3534
 BJ3534.The horizontal coordinates were scaled from a topographic map and have
 BJ3534.an estimated accuracy of +/- 6 seconds.
 BJ3534
 BJ3534.The orthometric height was determined by differential leveling
 BJ3534.and adjusted by the National Geodetic Survey in February 1994..
 BJ3534
 BJ3534.The geoid height was determined by GEOID03.
 BJ3534
 BJ3534.The dynamic height is computed by dividing the NAVD 88
 BJ3534.geopotential number by the normal gravity value computed on the
 BJ3534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3534.degrees latitude (g = 980.6199 gals.).
 BJ3534
 BJ3534.The modeled gravity was interpolated from observed gravity values.
 BJ3534
 BJ3534;                    North         East    Units  Estimated Accuracy
 BJ3534;SPC LA S     -   256,990.    1,101,720.      MT  (+/- 180 meters Scaled)
 BJ3534
 BJ3534                          SUPERSEDED SURVEY CONTROL
 BJ3534
 BJ3534.No superseded survey control is available for this station.
 BJ3534
 BJ3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ611121(NAD 83)
 BJ3534_MARKER: DB = BENCH MARK DISK
 BJ3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3534_SP_SET: CONCRETE POST
 BJ3534_STAMPING: 59V39 1984
 BJ3534_MARK LOGO: LADH  
 BJ3534_PROJECTION: FLUSH
 BJ3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3534+STABILITY: SURFACE MOTION
 BJ3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3534+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3534
 BJ3534  HISTORY     - Date     Condition        Report By
 BJ3534  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3534  HISTORY     - 20030602 GOOD             LADTD
 BJ3534
 BJ3534                          STATION DESCRIPTION
 BJ3534
 BJ3534'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3534'14.6 KM (9.1 MI) WEST FROM FRANKLINTON.
 BJ3534'ABOUT 14.6 KM (9.1 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3534'FRANKLINTON TO THE BENCH MARK ON THE LEFT ACROSS THE ROAD FROM MR.  A.
 BJ3534'R. WALKERS DRIVEWAY, 41.5 METERS (136 FT) SOUTH-SOUTHEAST OF A POWER
 BJ3534'POLE, 34.1 METERS (112 FT) EAST-SOUTHEAST OF TELEPHONE POLE 110.5, AND
 BJ3534'11.9 METERS (39 FT) SOUTHWEST OF THE CENTER OF HIGHWAY 10.
 BJ3534'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3534'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
 BJ3534
 BJ3534                          STATION RECOVERY (2003)
 BJ3534
 BJ3534'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3534'ADD TO DESCRIPTION, 37 FT EAST-SOUTHEAST FROM A GRAVEL ROAD, 2 FT
 BJ3534'NORTH-NORTHEAST FROM A FENCE AND 1.5 FT NORTH FROM A METAL WITNESS
 BJ3534'POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3535 ***********************************************************************
 BJ3535  DESIGNATION -  59 V 40 LADH
 BJ3535  PID         -  BJ3535
 BJ3535  STATE/COUNTY-  LA/WASHINGTON
 BJ3535  USGS QUAD   -  WILMER (1983)
 BJ3535
 BJ3535                         *CURRENT SURVEY CONTROL
 BJ3535  ___________________________________________________________________
 BJ3535* NAD 83(1986)-  30 49 03.     (N)    090 16 40.     (W)     SCALED    
 BJ3535* NAVD 88     -        78.508  (meters)     257.57   (feet)  ADJUSTED  
 BJ3535  ___________________________________________________________________
 BJ3535  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ3535  DYNAMIC HT  -          78.406 (meters)     257.24  (feet)  COMP
 BJ3535  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BJ3535
 BJ3535  VERT ORDER  -  SECOND    CLASS I
 BJ3535
 BJ3535.The horizontal coordinates were scaled from a topographic map and have
 BJ3535.an estimated accuracy of +/- 6 seconds.
 BJ3535
 BJ3535.The orthometric height was determined by differential leveling
 BJ3535.and adjusted by the National Geodetic Survey in February 1994..
 BJ3535
 BJ3535.The geoid height was determined by GEOID03.
 BJ3535
 BJ3535.The dynamic height is computed by dividing the NAVD 88
 BJ3535.geopotential number by the normal gravity value computed on the
 BJ3535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3535.degrees latitude (g = 980.6199 gals.).
 BJ3535
 BJ3535.The modeled gravity was interpolated from observed gravity values.
 BJ3535
 BJ3535;                    North         East    Units  Estimated Accuracy
 BJ3535;SPC LA S     -   257,360.    1,101,000.      MT  (+/- 180 meters Scaled)
 BJ3535
 BJ3535                          SUPERSEDED SURVEY CONTROL
 BJ3535
 BJ3535.No superseded survey control is available for this station.
 BJ3535
 BJ3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ604125(NAD 83)
 BJ3535_MARKER: DB = BENCH MARK DISK
 BJ3535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3535_SP_SET: CONCRETE POST
 BJ3535_STAMPING: 59V40 1984
 BJ3535_MARK LOGO: LADH  
 BJ3535_PROJECTION: FLUSH
 BJ3535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3535+STABILITY: SURFACE MOTION
 BJ3535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3535+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3535
 BJ3535  HISTORY     - Date     Condition        Report By
 BJ3535  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3535  HISTORY     - 20030602 GOOD             LADTD
 BJ3535
 BJ3535                          STATION DESCRIPTION
 BJ3535
 BJ3535'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3535'15.4 KM (9.6 MI) WEST FROM FRANKLINTON.
 BJ3535'ABOUT 15.4 KM (9.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3535'FRANKLINTON TO THE BENCH MARK ON THE LEFT SET IN THE SOUTHEAST
 BJ3535'QUADRANT OF STATE HIGHWAYS 10 AND 450 IN STONY POINT AT THE STONY
 BJ3535'POINT BAPTIST CHURCH, 21.3 METERS (70 FT) EAST-NORTHEAST OF THE CENTER
 BJ3535'OF HIGHWAY 450, 13.7 METERS (45 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 BJ3535'HIGHWAY 10, 8.8 METERS (29 FT) WEST-NORTHWEST OF A 24-INCH RED OAK
 BJ3535'TREE, 6.7 METERS (22 FT) EAST-SOUTHEAST OF A WATER WELL, AND 0.6 METER
 BJ3535'(2 FT) NORTH-NORTHWEST OF NORTH END OF CHURCH SIGN.
 BJ3535'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3535'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
 BJ3535
 BJ3535                          STATION RECOVERY (2003)
 BJ3535
 BJ3535'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3536 ***********************************************************************
 BJ3536  DESIGNATION -  59 V 41 LADH
 BJ3536  PID         -  BJ3536
 BJ3536  STATE/COUNTY-  LA/WASHINGTON
 BJ3536  USGS QUAD   -  WILMER (1983)
 BJ3536
 BJ3536                         *CURRENT SURVEY CONTROL
 BJ3536  ___________________________________________________________________
 BJ3536* NAD 83(1986)-  30 49 07.     (N)    090 17 17.     (W)     SCALED    
 BJ3536* NAVD 88     -        58.203  (meters)     190.95   (feet)  ADJUSTED  
 BJ3536  ___________________________________________________________________
 BJ3536  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ3536  DYNAMIC HT  -          58.128 (meters)     190.71  (feet)  COMP
 BJ3536  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ3536
 BJ3536  VERT ORDER  -  SECOND    CLASS I
 BJ3536
 BJ3536.The horizontal coordinates were scaled from a topographic map and have
 BJ3536.an estimated accuracy of +/- 6 seconds.
 BJ3536
 BJ3536.The orthometric height was determined by differential leveling
 BJ3536.and adjusted by the National Geodetic Survey in February 1994..
 BJ3536
 BJ3536.The geoid height was determined by GEOID03.
 BJ3536
 BJ3536.The dynamic height is computed by dividing the NAVD 88
 BJ3536.geopotential number by the normal gravity value computed on the
 BJ3536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3536.degrees latitude (g = 980.6199 gals.).
 BJ3536
 BJ3536.The modeled gravity was interpolated from observed gravity values.
 BJ3536
 BJ3536;                    North         East    Units  Estimated Accuracy
 BJ3536;SPC LA S     -   257,470.    1,100,020.      MT  (+/- 180 meters Scaled)
 BJ3536
 BJ3536                          SUPERSEDED SURVEY CONTROL
 BJ3536
 BJ3536.No superseded survey control is available for this station.
 BJ3536
 BJ3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ594126(NAD 83)
 BJ3536_MARKER: DB = BENCH MARK DISK
 BJ3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3536_SP_SET: CONCRETE POST
 BJ3536_STAMPING: 59V41 1984
 BJ3536_MARK LOGO: LADH  
 BJ3536_PROJECTION: FLUSH
 BJ3536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3536+STABILITY: SURFACE MOTION
 BJ3536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3536+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ3536
 BJ3536  HISTORY     - Date     Condition        Report By
 BJ3536  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3536  HISTORY     - 20030602 GOOD             LADTD
 BJ3536
 BJ3536                          STATION DESCRIPTION
 BJ3536
 BJ3536'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3536'16.3 KM (10.1 MI) WEST FROM FRANKLINTON.
 BJ3536'ABOUT 16.3 KM (10.1 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3536'IN FRANKLINTON TO THE BENCH MARK ON THE LEFT EAST OF GRAHAMS GROCERY
 BJ3536'AND GAS STATION SET IN THE CORNER OF A CHAIN LINK FENCE, 14.3 METERS
 BJ3536'(47 FEET) SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 10, 6.1 METERS (20
 BJ3536'FEET) SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 2.1 METERS (7
 BJ3536'FEET) NORTH OF A 24-INCH OAK TREE, 0.5 METER (1.5 FEET) WEST-SOUTHWEST
 BJ3536'OF A CHAIN LINK FENCE, AND 0.5 METER (1.5 FEET) NORTHWEST OF A CHAIN
 BJ3536'LINK FENCE.
 BJ3536'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3536'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
 BJ3536
 BJ3536                          STATION RECOVERY (2003)
 BJ3536
 BJ3536'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3856 ***********************************************************************
 BJ3856  DESIGNATION -  59 V 42
 BJ3856  PID         -  BJ3856
 BJ3856  STATE/COUNTY-  LA/WASHINGTON
 BJ3856  USGS QUAD   -  MOUNT HERMON (1983)
 BJ3856
 BJ3856                         *CURRENT SURVEY CONTROL
 BJ3856  ___________________________________________________________________
 BJ3856* NAD 83(1986)-  30 56 29.     (N)    090 20 36.     (W)     SCALED    
 BJ3856* NAVD 88     -        86.040  (meters)     282.28   (feet)  ADJUSTED  
 BJ3856  ___________________________________________________________________
 BJ3856  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3856  DYNAMIC HT  -          85.929 (meters)     281.92  (feet)  COMP
 BJ3856  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 BJ3856
 BJ3856  VERT ORDER  -  SECOND    CLASS I
 BJ3856
 BJ3856.The horizontal coordinates were scaled from a topographic map and have
 BJ3856.an estimated accuracy of +/- 6 seconds.
 BJ3856
 BJ3856.The orthometric height was determined by differential leveling
 BJ3856.and adjusted by the National Geodetic Survey in February 1994..
 BJ3856
 BJ3856.The geoid height was determined by GEOID03.
 BJ3856
 BJ3856.The dynamic height is computed by dividing the NAVD 88
 BJ3856.geopotential number by the normal gravity value computed on the
 BJ3856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3856.degrees latitude (g = 980.6199 gals.).
 BJ3856
 BJ3856.The modeled gravity was interpolated from observed gravity values.
 BJ3856
 BJ3856;                    North         East    Units  Estimated Accuracy
 BJ3856;SPC LA S     -   271,040.    1,094,610.      MT  (+/- 180 meters Scaled)
 BJ3856
 BJ3856                          SUPERSEDED SURVEY CONTROL
 BJ3856
 BJ3856.No superseded survey control is available for this station.
 BJ3856
 BJ3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ538261(NAD 83)
 BJ3856_MARKER: DB = BENCH MARK DISK
 BJ3856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3856_SP_SET: CONCRETE POST
 BJ3856_STAMPING: 59V42 1985
 BJ3856_MARK LOGO: LADH  
 BJ3856_PROJECTION: FLUSH
 BJ3856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3856+STABILITY: SURFACE MOTION
 BJ3856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3856+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3856
 BJ3856  HISTORY     - Date     Condition        Report By
 BJ3856  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3856  HISTORY     - 19890524 GOOD             LADTD
 BJ3856
 BJ3856                          STATION DESCRIPTION
 BJ3856
 BJ3856'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3856'6.6 KM (4.1 MI) WEST FROM MT HERMAN.
 BJ3856'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 BJ3856'ABOUT 0.2 KM (0.12 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3856'IN MT HERMAN TO THE JUNCTION OF HIGHWAY 438 AND STATE HIGHWAY 38,
 BJ3856'THENCE WEST (RIGHT) ON HIGHWAY 38 FOR 6.44 KM (4.0 MI) TO THE BENCH
 BJ3856'MARK ON THE LEFT, 42.2 METERS (138.5 FT) EAST OF THE EASTERN MOST
 BJ3856'CULVERT OF TWO CONCRETE CULVERTS UNDER HIGHWAY 38, MEASURED FROM THE
 BJ3856'SOUTH END, 15.2 METERS (50 FT) EAST NORTHEAST OF A POWER POLE,
 BJ3856'9.3 METERS (30.5 FT) SOUTH OF THE CENTER OF HIGHWAY 38, AND
 BJ3856'0.61 METERS (2 FT) NORTH OF A 4 STRAND BARBED WIRE FENCE.
 BJ3856'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3856
 BJ3856                          STATION RECOVERY (1989)
 BJ3856
 BJ3856'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3856'THE STAION IS LOCATED ABOUT 17.4 KM (10.80 MI) EAST OF KENTWOOD AND
 BJ3856'6.6 KM (4.10 MI) WEST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3856'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3856'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3856'0.2 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCITON OF STATE HIGHWAY
 BJ3856'38.  TURN RIGHT AND GO WEST FOR 6.44 KM (4.00 MI) ON HIGHWAY 38 TO THE
 BJ3856'STATION ON THE LEFT.
 BJ3856'THE STATION IS 42.2 M (138.5 FT) EAST FROM THE EASTERN MOST CULVERT OF
 BJ3856'TWO CONCRETE CULVERTS UNDER THE HIGHWAY, MEASURED FROM THE SOUTH END,
 BJ3856'15.2 M (49.9 FT) EAST-NORTHEAST FROM A POWER POLE, 9.3 M (30.5 FT)
 BJ3856'SOUTH FROM THE CENTER OF THE HIGHWAY, 0.61 M (2.0 FT) NORTH FROM A 4
 BJ3856'STRAND BARBED WIRE FENCE AND 0.46 M (1.5 FT) NORTH FROM A WITNESS
 BJ3856'POST, AND FLUSH WITH THE GROUND AND 0.61 METER BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3857 ***********************************************************************
 BJ3857  DESIGNATION -  59 V 43
 BJ3857  PID         -  BJ3857
 BJ3857  STATE/COUNTY-  LA/WASHINGTON
 BJ3857  USGS QUAD   -  MOUNT HERMON (1983)
 BJ3857
 BJ3857                         *CURRENT SURVEY CONTROL
 BJ3857  ___________________________________________________________________
 BJ3857* NAD 83(1986)-  30 56 31.     (N)    090 19 28.     (W)     SCALED    
 BJ3857* NAVD 88     -        92.149  (meters)     302.33   (feet)  ADJUSTED  
 BJ3857  ___________________________________________________________________
 BJ3857  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3857  DYNAMIC HT  -          92.030 (meters)     301.94  (feet)  COMP
 BJ3857  MODELED GRAV-     979,356.5   (mgal)                       NAVD 88
 BJ3857
 BJ3857  VERT ORDER  -  SECOND    CLASS I
 BJ3857
 BJ3857.The horizontal coordinates were scaled from a topographic map and have
 BJ3857.an estimated accuracy of +/- 6 seconds.
 BJ3857
 BJ3857.The orthometric height was determined by differential leveling
 BJ3857.and adjusted by the National Geodetic Survey in February 1994..
 BJ3857
 BJ3857.The geoid height was determined by GEOID03.
 BJ3857
 BJ3857.The dynamic height is computed by dividing the NAVD 88
 BJ3857.geopotential number by the normal gravity value computed on the
 BJ3857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3857.degrees latitude (g = 980.6199 gals.).
 BJ3857
 BJ3857.The modeled gravity was interpolated from observed gravity values.
 BJ3857
 BJ3857;                    North         East    Units  Estimated Accuracy
 BJ3857;SPC LA S     -   271,110.    1,096,420.      MT  (+/- 180 meters Scaled)
 BJ3857
 BJ3857                          SUPERSEDED SURVEY CONTROL
 BJ3857
 BJ3857.No superseded survey control is available for this station.
 BJ3857
 BJ3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ556262(NAD 83)
 BJ3857_MARKER: DB = BENCH MARK DISK
 BJ3857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3857_SP_SET: CONCRETE POST
 BJ3857_STAMPING: 59V43 1985
 BJ3857_MARK LOGO: LADH  
 BJ3857_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3857+STABILITY: SURFACE MOTION
 BJ3857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3857+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3857
 BJ3857  HISTORY     - Date     Condition        Report By
 BJ3857  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3857  HISTORY     - 19890524 GOOD             LADTD
 BJ3857
 BJ3857                          STATION DESCRIPTION
 BJ3857
 BJ3857'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3857'4.7 KM (2.9 MI) WEST FROM MT HERMAN.
 BJ3857'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
 BJ3857'ABOUT 0.2 KM (0.12 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3857'IN MT HERMAN TO THE JUNCTION OF HIGHWAY 438 AND STATE HIGHWAY 38,
 BJ3857'THENCE WEST (RIGHT) ON HIGHWAY 38 FOR 4.5 KM (2.8 MI) TO THE BENCH
 BJ3857'MARK ON THE LEFT, 14.9 METERS (49 FT) EAST OF A POWER POLE WITH ONE
 BJ3857'TRANSFORMER, 11.6 METERS (38 FT) SOUTH SOUTHEAST OF THE CENTER OF
 BJ3857'HIGHWAY 38, 4.9 METERS (16 FT) SOUTHEAST OF A CONCRETE CULVERT UNDER
 BJ3857'THE DRIVE LEADING TO A BRICK TILE SHACK, 4.3 METERS (14 FT) EAST OF
 BJ3857'THE CENTER OF A GRAVEL DRIVE LEADIN TO A BRICK TILE SHACK, AND
 BJ3857'1.5 METERS (5 FT) NORTH FROM AND 18-INCH TWIN OAK.
 BJ3857'THE MARK IS 1.07 METERS  NNW FROM A WITNESS POST.
 BJ3857
 BJ3857                          STATION RECOVERY (1989)
 BJ3857
 BJ3857'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3857'THE STATION IS LOCATED ABOUT 19.4 KM (12.05 MI) EAST OF KENTWOOD AND
 BJ3857'4.7 KM (2.90 MI) WEST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ3857'OF TRANSPORTATION AND DEVELOPMENT.
 BJ3857'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3857'0.2 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCION OF STATE HIGHWAY
 BJ3857'38.  TURN RIGHT AND GO WEST FOR 4.5 KM (2.80 MI) ON HIGHWAY 38 TO THE
 BJ3857'STATION ON THE LEFT.
 BJ3857'THE STATION IS 14.9 M (48.9 FT) EAST FROM A POWER POLE WITH
 BJ3857'TRANSFORMER ATTACHED, 11.6 M (38.1 FT) SOUTH-SOUTHEAST FROM THE CENTER
 BJ3857'OF THE HIGHWAY, 4.9 M (16.1 FT) SOUTHEAST FROM A CONCRETE CULVERT
 BJ3857'UNDER THE DRIVE LEADING TO A BRICK TILE HOUSE, 1.5 M (4.9 FT) NORTH
 BJ3857'FROM 46 CM TWIN OAK TREE AND 1.07 M (3.5 FT) NORTH-NORTHWEST FROM A
 BJ3857'WITNESS POST. THE MARK IS RECESSED 3 CM BELOW THE GROUND AND IS 0.61 M
 BJ3857'(2.0 FT) ABOVE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3859 ***********************************************************************
 BJ3859  DESIGNATION -  59 V 44
 BJ3859  PID         -  BJ3859
 BJ3859  STATE/COUNTY-  LA/WASHINGTON
 BJ3859  USGS QUAD   -  MOUNT HERMON (1983)
 BJ3859
 BJ3859                         *CURRENT SURVEY CONTROL
 BJ3859  ___________________________________________________________________
 BJ3859* NAD 83(1986)-  30 57 37.     (N)    090 18 01.     (W)     SCALED    
 BJ3859* NAVD 88     -        99.145  (meters)     325.28   (feet)  ADJUSTED  
 BJ3859  ___________________________________________________________________
 BJ3859  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3859  DYNAMIC HT  -          99.018 (meters)     324.86  (feet)  COMP
 BJ3859  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BJ3859
 BJ3859  VERT ORDER  -  SECOND    CLASS I
 BJ3859
 BJ3859.The horizontal coordinates were scaled from a topographic map and have
 BJ3859.an estimated accuracy of +/- 6 seconds.
 BJ3859
 BJ3859.The orthometric height was determined by differential leveling
 BJ3859.and adjusted by the National Geodetic Survey in February 1994..
 BJ3859
 BJ3859.The geoid height was determined by GEOID03.
 BJ3859
 BJ3859.The dynamic height is computed by dividing the NAVD 88
 BJ3859.geopotential number by the normal gravity value computed on the
 BJ3859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3859.degrees latitude (g = 980.6199 gals.).
 BJ3859
 BJ3859.The modeled gravity was interpolated from observed gravity values.
 BJ3859
 BJ3859;                    North         East    Units  Estimated Accuracy
 BJ3859;SPC LA S     -   273,170.    1,098,710.      MT  (+/- 180 meters Scaled)
 BJ3859
 BJ3859                          SUPERSEDED SURVEY CONTROL
 BJ3859
 BJ3859.No superseded survey control is available for this station.
 BJ3859
 BJ3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ578283(NAD 83)
 BJ3859_MARKER: DB = BENCH MARK DISK
 BJ3859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3859_SP_SET: CONCRETE POST
 BJ3859_STAMPING: 59V44 1985
 BJ3859_MARK LOGO: LADH  
 BJ3859_PROJECTION: FLUSH
 BJ3859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3859+STABILITY: SURFACE MOTION
 BJ3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3859+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3859
 BJ3859  HISTORY     - Date     Condition        Report By
 BJ3859  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3859  HISTORY     - 19890524 GOOD             LADTD
 BJ3859
 BJ3859                          STATION DESCRIPTION
 BJ3859
 BJ3859'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3859'0.76 KM (0.5 MI) WEST FROM MT HERMAN.
 BJ3859'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3859'ABOUT 0.2 KM (0.12 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3859'IN MT HERMAN TO THE JUNCTION OF STATE HIGHWAY 438 AND STATE HIGHWAY
 BJ3859'38, THENCE WEST (RIGHT) ON HIGHWAY 38 FOR 0.56 KM (0.35 MI) TO THE
 BJ3859'BENCH MARK ON THE LEFT, 29.6 METERS (97 FT) WEST SOUTHWEST OF THE
 BJ3859'SOUTH END OF A 12 INCH METAL CULVERT UNDER HIGHWAY 38, 15.2 METERS
 BJ3859'(50 FT) WEST OF A CHAIN LINK AND NET WIRE FENCE CORNER, 10.1 METERS
 BJ3859'(33 FT) SOUTH OF THE CENTER OF HIGHWAY 38, AND 2.0 METERS (6.5 FT)
 BJ3859'EAST OF A TELEPHONE REPAIR BOX.
 BJ3859'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3859
 BJ3859                          STATION RECOVERY (1989)
 BJ3859
 BJ3859'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3859'THE STAION IS LOCATED 14.5 KM (9.00 MI) EAST OF KENTWOOD AND 0.76 KM
 BJ3859'(0.45 MI) WEST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3859'TRANSPORTATION AND DEVELOPMENT.
 BJ3859'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3859'0.2 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCTION OF STATE HIGHWAY
 BJ3859'38.  TURN RIGHT AND GO WEST FOR 0.56 KM (0.35 MI) ON HIGHWAY 38 TO THE
 BJ3859'STATION ON THE LEFT.
 BJ3859'THE STATION IS 29.6 M (97.1 FT) WEST-SOUTHWEST FROM THE SOUTH END OF A
 BJ3859'30 CM METAL CULVERT UNDER THE HIGHWAY, 15.2 M (49.9 FT) WEST FROM A
 BJ3859'CHAIN LINK AND NET WIRE FENCE CORNER, 10.1 M (33.1 FT) SOUTH FROM THE
 BJ3859'CENTER OF THE HIGHWAY, 2.0 M (6.6 FT) EAST FROM TELEPHONE REPAIR BOX
 BJ3859'NUMBER 11, AND 0.3 M (1.0 FT) NORTH FROM A WITNESS POST.  THE MARK IS
 BJ3859'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3860 ***********************************************************************
 BJ3860  DESIGNATION -  59 V 45
 BJ3860  PID         -  BJ3860
 BJ3860  STATE/COUNTY-  LA/WASHINGTON
 BJ3860  USGS QUAD   -  MOUNT HERMON (1983)
 BJ3860
 BJ3860                         *CURRENT SURVEY CONTROL
 BJ3860  ___________________________________________________________________
 BJ3860* NAD 83(1986)-  30 57 03.     (N)    090 17 37.     (W)     SCALED    
 BJ3860* NAVD 88     -       100.926  (meters)     331.12   (feet)  ADJUSTED  
 BJ3860  ___________________________________________________________________
 BJ3860  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3860  DYNAMIC HT  -         100.797 (meters)     330.70  (feet)  COMP
 BJ3860  MODELED GRAV-     979,356.5   (mgal)                       NAVD 88
 BJ3860
 BJ3860  VERT ORDER  -  SECOND    CLASS I
 BJ3860
 BJ3860.The horizontal coordinates were scaled from a topographic map and have
 BJ3860.an estimated accuracy of +/- 6 seconds.
 BJ3860
 BJ3860.The orthometric height was determined by differential leveling
 BJ3860.and adjusted by the National Geodetic Survey in February 1994..
 BJ3860
 BJ3860.The geoid height was determined by GEOID03.
 BJ3860
 BJ3860.The dynamic height is computed by dividing the NAVD 88
 BJ3860.geopotential number by the normal gravity value computed on the
 BJ3860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3860.degrees latitude (g = 980.6199 gals.).
 BJ3860
 BJ3860.The modeled gravity was interpolated from observed gravity values.
 BJ3860
 BJ3860;                    North         East    Units  Estimated Accuracy
 BJ3860;SPC LA S     -   272,120.    1,099,350.      MT  (+/- 180 meters Scaled)
 BJ3860
 BJ3860                          SUPERSEDED SURVEY CONTROL
 BJ3860
 BJ3860.No superseded survey control is available for this station.
 BJ3860
 BJ3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ585272(NAD 83)
 BJ3860_MARKER: DB = BENCH MARK DISK
 BJ3860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3860_SP_SET: CONCRETE POST
 BJ3860_STAMPING: 59V45 1985
 BJ3860_MARK LOGO: LADH  
 BJ3860_PROJECTION: FLUSH
 BJ3860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3860+STABILITY: SURFACE MOTION
 BJ3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3860+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3860
 BJ3860  HISTORY     - Date     Condition        Report By
 BJ3860  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3860  HISTORY     - 19890524 GOOD             LADTD
 BJ3860
 BJ3860                          STATION DESCRIPTION
 BJ3860
 BJ3860'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3860'1.3 KM (0.8 MI) EAST FROM MT HERMAN.
 BJ3860'THE MARK IS 0.91 M BELOW THE HIGHWAY.
 BJ3860'ABOUT .16 KM (.10 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3860'IN MT HERMAN TO THE JUNCTION OF STATE HIGHWAYS 438 AND 38, THENCE EAST
 BJ3860'(LEFT) ON HIGHWAY 38 FOR 1.3 KM (.80 MI) TO THE MARK ON THE RIGHT
 BJ3860'NORTH OF OF A PAVED ROAD, AT THE JUNCTION OF HIGHWAYS 38 AND 1055,
 BJ3860'14 METERS (46 FT) WEST SOUTHWEST FROM THE CENTER OF HIGHWAY 38,
 BJ3860'11.3 METERS (37 FT) NORTH NORTHWEST FROM THE CENTER OF A PAVED ROAD,
 BJ3860'5.9 METERS (19.5 FT) NORTHWEST OF A POWER POLE NO 32612 WITH SMALL
 BJ3860'TRANSFORMER ATTACHED, 0.6 METER (2 FT) EAST NORTHEAST OF A NET WIRE
 BJ3860'FENCE, AND .6 METERS (2 FT) NORTH NORTHEAST OF RIGHT-A-WAY MARKER.
 BJ3860'THE MARK IS 0.46 METERS  ENE FROM A WITNESS POST.
 BJ3860
 BJ3860                          STATION RECOVERY (1989)
 BJ3860
 BJ3860'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3860'THE STATION IS LOCATED ABOUT 12.2 KM (7.60 MI) WEST OF CLIFTON AND 1.3
 BJ3860'KM (0.80 MI) EAST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3860'TRANSPORTATION AND DEVELOPMENT.
 BJ3860'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3860'0.16 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCTION OF STATE
 BJ3860'HIGHWAY 38.  TURN LEFT AND GO EAST FOR 1.3 KM (0.80 MI) ON HIGHWAY 38
 BJ3860'TO THE STATION ON THE RIGHT, NORTH OF A PAVED ROAD, AT THE JUNCTION OF
 BJ3860'HIGHWAYS 38 AND 1055.
 BJ3860'THE STATION IS 14.0 M (45.9 FT) WEST-SOUTHWEST FROM THE CENTER OF
 BJ3860'HIGHWAY 38, 11.3 M (37.1 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 BJ3860'PAVED ROAD, 5.9 M (19.4 FT) NORTHWEST FROM POWER POLE NUMBER 32612
 BJ3860'WITH A SMALL TRANSFORMER ATTACHED, 0.6 M (2.0 FT) EAST-NORTHEAST FROM
 BJ3860'A NET WIRE FENCE, 0.6 M (2.0 FT) NORTH-NORTHEAST FROM A RIGHT-OF-WAY
 BJ3860'MARKER, AND 0.45 M (1.5 FT) NORTH-NORTHEAST FROM A WITNESS POST.  THE
 BJ3860'MARK IS FLUSH WITH THE GROUND AND 0.91 M (3.0 FT) BELOW LEVEL OF THE
 BJ3860'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3861 ***********************************************************************
 BJ3861  DESIGNATION -  59 V 46
 BJ3861  PID         -  BJ3861
 BJ3861  STATE/COUNTY-  LA/WASHINGTON
 BJ3861  USGS QUAD   -  MOUNT HERMON (1983)
 BJ3861
 BJ3861                         *CURRENT SURVEY CONTROL
 BJ3861  ___________________________________________________________________
 BJ3861* NAD 83(1986)-  30 56 27.     (N)    090 16 42.     (W)     SCALED    
 BJ3861* NAVD 88     -        88.181  (meters)     289.31   (feet)  ADJUSTED  
 BJ3861  ___________________________________________________________________
 BJ3861  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3861  DYNAMIC HT  -          88.067 (meters)     288.93  (feet)  COMP
 BJ3861  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 BJ3861
 BJ3861  VERT ORDER  -  SECOND    CLASS I
 BJ3861
 BJ3861.The horizontal coordinates were scaled from a topographic map and have
 BJ3861.an estimated accuracy of +/- 6 seconds.
 BJ3861
 BJ3861.The orthometric height was determined by differential leveling
 BJ3861.and adjusted by the National Geodetic Survey in February 1994..
 BJ3861
 BJ3861.The geoid height was determined by GEOID03.
 BJ3861
 BJ3861.The dynamic height is computed by dividing the NAVD 88
 BJ3861.geopotential number by the normal gravity value computed on the
 BJ3861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3861.degrees latitude (g = 980.6199 gals.).
 BJ3861
 BJ3861.The modeled gravity was interpolated from observed gravity values.
 BJ3861
 BJ3861;                    North         East    Units  Estimated Accuracy
 BJ3861;SPC LA S     -   271,030.    1,100,820.      MT  (+/- 180 meters Scaled)
 BJ3861
 BJ3861                          SUPERSEDED SURVEY CONTROL
 BJ3861
 BJ3861.No superseded survey control is available for this station.
 BJ3861
 BJ3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ600262(NAD 83)
 BJ3861_MARKER: DB = BENCH MARK DISK
 BJ3861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3861_SP_SET: CONCRETE POST
 BJ3861_STAMPING: 59V46 1985
 BJ3861_MARK LOGO: LADH  
 BJ3861_PROJECTION: FLUSH
 BJ3861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3861+STABILITY: SURFACE MOTION
 BJ3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3861+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3861
 BJ3861  HISTORY     - Date     Condition        Report By
 BJ3861  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3861  HISTORY     - 19890524 GOOD             LADTD
 BJ3861
 BJ3861                          STATION DESCRIPTION
 BJ3861
 BJ3861'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3861'3.1 KM (1.95 MI) EAST FROM MT HERMAN.
 BJ3861'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3861'ABOUT .16 KM (.10 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3861'IN MT HERMAN TO THE JUNCTION OF STATE HIGHWAYS 438 AND 38, THENCE EAST
 BJ3861'(LEFT) ON HIGHWAY 38 FOR 3.1 KM (1.95 MI) TO THE MARK ON THE RIGHT,
 BJ3861'11.3 METERS (37 FT) SOUTH SOUTHWEST FROM THE CENTER OF HIGHWAY 38,
 BJ3861'7.9 METERS (26 FT) SOUTHEAST FROM THE CENTER OF A GRAVEL DRIVE LEADING
 BJ3861'TO A WOOD FRAMED HOUSE, 5.3 METERS (17.5 FT) SOUTH OF THE EAST END OF
 BJ3861'A CONCRETE CULVERT UNDER THE GRAVEL DRIVE, AND .5 METERS (1.6 FT)
 BJ3861'NORTH NORTHEAST OF A FOUR STRAND BARB WIRE FENCE.
 BJ3861'THE MARK IS 0.45 METERS  NNE FROM A WITNESS POST.
 BJ3861
 BJ3861                          STATION RECOVERY (1989)
 BJ3861
 BJ3861'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3861'THE STATION IS LOCATED ABOUT 10.4 KM (6.45 MI) WEST OF CLIFTON AND 3.1
 BJ3861'KM (1.95 MI) EAST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3861'TRANSPORTATION AND DEVELOPMENT.
 BJ3861'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3861'0.16 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCTION OF STATE
 BJ3861'HIGHWAY 38.  TURN LEFT AND GO EAST FOR 3.1 KM (1.95 MI) ON HIGHWAY 38
 BJ3861'TO THE MARK ON THE RIGHT.
 BJ3861'THE STATION IS 11.3 M (37.1 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 BJ3861'HIGHWAY, 7.9 M (25.9 FT) SOUTHEAST FROM THE CENTER OF A GRAVEL DRIVE
 BJ3861'LEADING TO A WOOD FRAME HOUSE, 5.3 M (17.4 FT) SOUTH OF THE EAST END
 BJ3861'OF A CONCRETE CULVERT UNDER THE GRAVEL DRIVE, 0.5 M (1.6 FT)
 BJ3861'NORTH-NORTHWEST FROM THE WEST END OF A FOUR STRAND BARBED WIRE FENCE,
 BJ3861'AND 0.45 M (1.5 FT) NORTH-NORTHEAST FROM A WITNESS POST.  THE MARK IS
 BJ3861'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3862 ***********************************************************************
 BJ3862  DESIGNATION -  59 V 47
 BJ3862  PID         -  BJ3862
 BJ3862  STATE/COUNTY-  LA/WASHINGTON
 BJ3862  USGS QUAD   -  MOUNT HERMON (1983)
 BJ3862
 BJ3862                         *CURRENT SURVEY CONTROL
 BJ3862  ___________________________________________________________________
 BJ3862* NAD 83(1986)-  30 55 59.     (N)    090 15 43.     (W)     SCALED    
 BJ3862* NAVD 88     -        89.841  (meters)     294.75   (feet)  ADJUSTED  
 BJ3862  ___________________________________________________________________
 BJ3862  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3862  DYNAMIC HT  -          89.725 (meters)     294.37  (feet)  COMP
 BJ3862  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 BJ3862
 BJ3862  VERT ORDER  -  SECOND    CLASS I
 BJ3862
 BJ3862.The horizontal coordinates were scaled from a topographic map and have
 BJ3862.an estimated accuracy of +/- 6 seconds.
 BJ3862
 BJ3862.The orthometric height was determined by differential leveling
 BJ3862.and adjusted by the National Geodetic Survey in February 1994..
 BJ3862
 BJ3862.The geoid height was determined by GEOID03.
 BJ3862
 BJ3862.The dynamic height is computed by dividing the NAVD 88
 BJ3862.geopotential number by the normal gravity value computed on the
 BJ3862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3862.degrees latitude (g = 980.6199 gals.).
 BJ3862
 BJ3862.The modeled gravity was interpolated from observed gravity values.
 BJ3862
 BJ3862;                    North         East    Units  Estimated Accuracy
 BJ3862;SPC LA S     -   270,180.    1,102,400.      MT  (+/- 180 meters Scaled)
 BJ3862
 BJ3862                          SUPERSEDED SURVEY CONTROL
 BJ3862
 BJ3862.No superseded survey control is available for this station.
 BJ3862
 BJ3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ616253(NAD 83)
 BJ3862_MARKER: DB = BENCH MARK DISK
 BJ3862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3862_SP_SET: CONCRETE POST
 BJ3862_STAMPING: 59V47 1985
 BJ3862_MARK LOGO: LADH  
 BJ3862_PROJECTION: FLUSH
 BJ3862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3862+STABILITY: SURFACE MOTION
 BJ3862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3862+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3862
 BJ3862  HISTORY     - Date     Condition        Report By
 BJ3862  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3862  HISTORY     - 19890524 GOOD             LADTD
 BJ3862
 BJ3862                          STATION DESCRIPTION
 BJ3862
 BJ3862'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3862'5.0 KM (3.1 MI) EAST FROM MT HERMAN.
 BJ3862'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3862'ABOUT .2 KM (.12 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3862'IN MT HERMAN TO THE JUNCTION OF STATE HIGHWAYS 438 AND 38, THENCE EAST
 BJ3862'(LEFT) ON HIGHWAY 38 FOR 5.0 KM (3.1 MI) TO THE MARK ON THE LEFT,
 BJ3862'11.4 METERS (37.5 FT) NORTH NORTHEAST FROM THE CENTER OF HIGHWAY 38,
 BJ3862'1.5 METERS (5 FT) SOUTHEAST OF A 12 INCH PINE TREE, 1.1 METERS
 BJ3862'(3.6 FT) WEST OF A POWET POLE, AND .6 METERS (2 FT) SOUTHWEST OF A NET
 BJ3862'WIRE FENCE WITH CROSS BRACE.
 BJ3862'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BJ3862
 BJ3862                          STATION RECOVERY (1989)
 BJ3862
 BJ3862'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3862'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) WEST OF CLIFTON AND 5.0
 BJ3862'KM (3.10 MI) EAST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3862'TRANSPORTATION AND DEVELOPMENT.
 BJ3862'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3862'0.16 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCTION OF STATE
 BJ3862'HIGHWAY 38.  TURN LEFT AND GO EAST FOR 5.0 KM (3.10 MI) ON HIGHWAY 38
 BJ3862'TO THE MARK ON THE LEFT.
 BJ3862'THE STAION IS 11.4 M (37.4 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 BJ3862'HIGHWAY, 1.5 M (4.9 FT) SOUTHEAST FROM A 30 CM PINE TREE, 1.1 M
 BJ3862'(3.6 FT) WEST FROM A POWER POLE, 0.6 M (2.0 FT) SOUTHWEST FROM A NET
 BJ3862'WIRE FENCE WITH CROSS BRACE AND 0.61 M (2.0 FT) SOUTHWEST FROM A
 BJ3862'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BJ3862'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3863 ***********************************************************************
 BJ3863  DESIGNATION -  59 V 48
 BJ3863  PID         -  BJ3863
 BJ3863  STATE/COUNTY-  LA/WASHINGTON
 BJ3863  USGS QUAD   -  CLIFTON (1983)
 BJ3863
 BJ3863                         *CURRENT SURVEY CONTROL
 BJ3863  ___________________________________________________________________
 BJ3863* NAD 83(1986)-  30 55 34.     (N)    090 14 51.     (W)     SCALED    
 BJ3863* NAVD 88     -        66.389  (meters)     217.81   (feet)  ADJUSTED  
 BJ3863  ___________________________________________________________________
 BJ3863  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ3863  DYNAMIC HT  -          66.304 (meters)     217.53  (feet)  COMP
 BJ3863  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 BJ3863
 BJ3863  VERT ORDER  -  SECOND    CLASS I
 BJ3863
 BJ3863.The horizontal coordinates were scaled from a topographic map and have
 BJ3863.an estimated accuracy of +/- 6 seconds.
 BJ3863
 BJ3863.The orthometric height was determined by differential leveling
 BJ3863.and adjusted by the National Geodetic Survey in February 1994..
 BJ3863
 BJ3863.The geoid height was determined by GEOID03.
 BJ3863
 BJ3863.The dynamic height is computed by dividing the NAVD 88
 BJ3863.geopotential number by the normal gravity value computed on the
 BJ3863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3863.degrees latitude (g = 980.6199 gals.).
 BJ3863
 BJ3863.The modeled gravity was interpolated from observed gravity values.
 BJ3863
 BJ3863;                    North         East    Units  Estimated Accuracy
 BJ3863;SPC LA S     -   269,420.    1,103,790.      MT  (+/- 180 meters Scaled)
 BJ3863
 BJ3863                          SUPERSEDED SURVEY CONTROL
 BJ3863
 BJ3863.No superseded survey control is available for this station.
 BJ3863
 BJ3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ630246(NAD 83)
 BJ3863_MARKER: DB = BENCH MARK DISK
 BJ3863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3863_SP_SET: CONCRETE POST
 BJ3863_STAMPING: 59V48 1985
 BJ3863_MARK LOGO: LADH  
 BJ3863_PROJECTION: FLUSH
 BJ3863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3863+STABILITY: SURFACE MOTION
 BJ3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3863+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3863
 BJ3863  HISTORY     - Date     Condition        Report By
 BJ3863  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3863  HISTORY     - 19890524 GOOD             LADTD
 BJ3863
 BJ3863                          STATION DESCRIPTION
 BJ3863
 BJ3863'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3863'6.6 KM (4.1 MI) EAST FROM MT HERMAN.
 BJ3863'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
 BJ3863'ABOUT .2 KM (.12 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3863'IN MT HERMAN TO THE JUNCTION OF STATE HIGHWAYS 438 AND 38, THENCE EAST
 BJ3863'(LEFT) ON HIGHWAY 38 FOR 6.6 KM (4.1 MI) TO THE MARK ON THE RIGHT,
 BJ3863'22.6 METERS (74 FT) SOUTHEAST OF A CONCRETE HEAD WALL WITH TWIN
 BJ3863'CULVERTS UNDER HIGHWAY 38, 13.7 METERS (45 FT) SOUTH FROM THE CENTER
 BJ3863'OF HIGHWAY 38, AND 4.9 METERS (16 FT) SOUTHEAST OF A POWER POLE WITH
 BJ3863'TRANSFORMER ATTACHED.
 BJ3863'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3863
 BJ3863                          STATION RECOVERY (1989)
 BJ3863
 BJ3863'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3863'THE STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) WEST OF CLIFTON AND 6.6
 BJ3863'KM (4.10 MI) EAST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3863'TRANSPORTATION AND DEVELOPMENT.
 BJ3863'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3863'0.2 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCTION OF STATE HIGHWAY
 BJ3863'38.  TURN LEFT AND GO EAST FOR 6.6 KM (4.10 MI) ON HIGHWAY 38 TO THE
 BJ3863'STATION ON THE RIGHT.
 BJ3863'THE STATION IS 22.6 M (74.1 FT) SOUTHEAST FROM A CONCRETE HEADWALL
 BJ3863'WITH TWIN CULVERTS UNDER THE HIGHWAY, 13.7 M (44.9 FT) SOUTH FROM THE
 BJ3863'CENTER OF THE HIGHWAY, 4.9 M (16.1 FT) SOUTHEAST FROM A POWER POLE
 BJ3863'WITH TRANSFORMER ATTACHED, AND 0.61 M (2.0 FT) WEST FROM A WITNESS
 BJ3863'POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.3 METER ABOVE THE
 BJ3863'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3864 ***********************************************************************
 BJ3864  DESIGNATION -  59 V 49
 BJ3864  PID         -  BJ3864
 BJ3864  STATE/COUNTY-  LA/WASHINGTON
 BJ3864  USGS QUAD   -  CLIFTON (1983)
 BJ3864
 BJ3864                         *CURRENT SURVEY CONTROL
 BJ3864  ___________________________________________________________________
 BJ3864* NAD 83(1986)-  30 55 35.     (N)    090 13 52.     (W)     SCALED    
 BJ3864* NAVD 88     -        73.774  (meters)     242.04   (feet)  ADJUSTED  
 BJ3864  ___________________________________________________________________
 BJ3864  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ3864  DYNAMIC HT  -          73.679 (meters)     241.73  (feet)  COMP
 BJ3864  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BJ3864
 BJ3864  VERT ORDER  -  SECOND    CLASS I
 BJ3864
 BJ3864.The horizontal coordinates were scaled from a topographic map and have
 BJ3864.an estimated accuracy of +/- 6 seconds.
 BJ3864
 BJ3864.The orthometric height was determined by differential leveling
 BJ3864.and adjusted by the National Geodetic Survey in February 1994..
 BJ3864
 BJ3864.The geoid height was determined by GEOID03.
 BJ3864
 BJ3864.The dynamic height is computed by dividing the NAVD 88
 BJ3864.geopotential number by the normal gravity value computed on the
 BJ3864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3864.degrees latitude (g = 980.6199 gals.).
 BJ3864
 BJ3864.The modeled gravity was interpolated from observed gravity values.
 BJ3864
 BJ3864;                    North         East    Units  Estimated Accuracy
 BJ3864;SPC LA S     -   269,470.    1,105,350.      MT  (+/- 180 meters Scaled)
 BJ3864
 BJ3864                          SUPERSEDED SURVEY CONTROL
 BJ3864
 BJ3864.No superseded survey control is available for this station.
 BJ3864
 BJ3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ645247(NAD 83)
 BJ3864_MARKER: DB = BENCH MARK DISK
 BJ3864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3864_SP_SET: CONCRETE POST
 BJ3864_STAMPING: 59V49 1985
 BJ3864_MARK LOGO: LADH  
 BJ3864_PROJECTION: FLUSH
 BJ3864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3864+STABILITY: SURFACE MOTION
 BJ3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3864+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3864
 BJ3864  HISTORY     - Date     Condition        Report By
 BJ3864  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3864  HISTORY     - 19890524 GOOD             LADTD
 BJ3864
 BJ3864                          STATION DESCRIPTION
 BJ3864
 BJ3864'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3864'8.4 KM (5.2 MI) EAST FROM MT HERMAN.
 BJ3864'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
 BJ3864'ABOUT .2 KM7.12 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE IN
 BJ3864'MT HERMAN TO THE JUNCTION OF STATE HIGHWAYS 438 AND 38, THENCE EAST
 BJ3864'(LEFT) ON HIGHWAY 38 FOR 8.4 KM (5.2 MI) TO THE MARK ON THE LEFT,
 BJ3864'17.4 METERS (57 FT) NORTH FROM THE CENTER OF HIGHWAY 38, 16.6 METERS
 BJ3864'(54.5 FT) EAST FROM THE CENTER OF WASHINGTON PARISH ROAD NUMBER 13,
 BJ3864'3.5 METERS (11.5 FT) WEST NORTHWEST OF A RIGHT-A-WAY MARKER,
 BJ3864'2.6 METERS (8.5 FT) NORTH NORTHWEST FROM A TELEPHONE POLE AND REPAIR
 BJ3864'BOX NO 51, AND 0.8 METER (2.5 FT) WEST SOUTHWEST OF A NET WIRE FENCE
 BJ3864'IN FRONT OF GLEN DUNCAN AUTO REPAIR SIGN.
 BJ3864'THE MARK IS 0.45 METERS  WSW FROM A WITNESS POST.
 BJ3864
 BJ3864                          STATION RECOVERY (1989)
 BJ3864
 BJ3864'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3864'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) WEST OF CLIFTON AND 8.4
 BJ3864'KM (5.20 MI) EAST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3864'TRANSPORTATION AND DEVELOPMENT.
 BJ3864'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3864'0.2 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCITON OF STATE HIGHWAY
 BJ3864'38.  TURN LEFT AND GO EAST FOR 8.4 KM (5.20 MI) ON HIGHWAY 38 TO THE
 BJ3864'STATION ON THE LEFT.
 BJ3864'THE STATION IS 17.4 M (57.1 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BJ3864'16.6 M (54.5 FT) EAST FROM THE CENTER FROM WASHINGTON PARISH ROAD
 BJ3864'NUMBER 13, 3.5 M (11.5 FT) WEST-NORTHWEST FROM A RIGHT-OF-WAY MARKER,
 BJ3864'2.6 M (8.5 FT) NORTH-NORTHWEST FROM A TELEPHONE POLE AND REPAIR BOX
 BJ3864'NUMBER 51, 0.8 M (2.6 FT) WEST-SOUTHWEST FROM A NET WIRE FENCE, AND
 BJ3864'0.45 M (1.5 FT) WEST-SOUTHWEST FROM A WITNESS POST.  THE MARK IS FLUSH
 BJ3864'WITH THE GROUND AND ABOUT 0.91 METER ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3865 ***********************************************************************
 BJ3865  DESIGNATION -  59 V 50
 BJ3865  PID         -  BJ3865
 BJ3865  STATE/COUNTY-  LA/WASHINGTON
 BJ3865  USGS QUAD   -  CLIFTON (1983)
 BJ3865
 BJ3865                         *CURRENT SURVEY CONTROL
 BJ3865  ___________________________________________________________________
 BJ3865* NAD 83(1986)-  30 55 20.     (N)    090 12 53.     (W)     SCALED    
 BJ3865* NAVD 88     -        54.818  (meters)     179.85   (feet)  ADJUSTED  
 BJ3865  ___________________________________________________________________
 BJ3865  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ3865  DYNAMIC HT  -          54.747 (meters)     179.62  (feet)  COMP
 BJ3865  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BJ3865
 BJ3865  VERT ORDER  -  SECOND    CLASS I
 BJ3865
 BJ3865.The horizontal coordinates were scaled from a topographic map and have
 BJ3865.an estimated accuracy of +/- 6 seconds.
 BJ3865
 BJ3865.The orthometric height was determined by differential leveling
 BJ3865.and adjusted by the National Geodetic Survey in February 1994..
 BJ3865
 BJ3865.The geoid height was determined by GEOID03.
 BJ3865
 BJ3865.The dynamic height is computed by dividing the NAVD 88
 BJ3865.geopotential number by the normal gravity value computed on the
 BJ3865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3865.degrees latitude (g = 980.6199 gals.).
 BJ3865
 BJ3865.The modeled gravity was interpolated from observed gravity values.
 BJ3865
 BJ3865;                    North         East    Units  Estimated Accuracy
 BJ3865;SPC LA S     -   269,020.    1,106,920.      MT  (+/- 180 meters Scaled)
 BJ3865
 BJ3865                          SUPERSEDED SURVEY CONTROL
 BJ3865
 BJ3865.No superseded survey control is available for this station.
 BJ3865
 BJ3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ661243(NAD 83)
 BJ3865_MARKER: DB = BENCH MARK DISK
 BJ3865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3865_SP_SET: CONCRETE POST
 BJ3865_STAMPING: 59V50 1985
 BJ3865_MARK LOGO: LADH  
 BJ3865_PROJECTION: FLUSH
 BJ3865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3865+STABILITY: SURFACE MOTION
 BJ3865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3865+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3865
 BJ3865  HISTORY     - Date     Condition        Report By
 BJ3865  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3865  HISTORY     - 19890524 GOOD             LADTD
 BJ3865
 BJ3865                          STATION DESCRIPTION
 BJ3865
 BJ3865'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3865'10.2 KM (6.35 MI) EAST FROM MT HERMAN.
 BJ3865'THE MARK IS 0.91 M BELOW STATE HIGHWAY 38.
 BJ3865'ABOUT 0.2 KM (0.3 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3865'IN MR HERMAN TO THE JUNCTION OF STATE HIGHWAYS 438 AND 38, THENCE EAST
 BJ3865'(LEFT) ON HIGHWAY 38 FOR 10.2 KM (6.4 MI) TO THE MARK ON THE RIGHT,
 BJ3865'15.2 METERS (50 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 38,
 BJ3865'6.9 METERS (22.5 FT) NORTHWEST OF A 32 INCH OAK TREE, 6.2 METERS
 BJ3865'(20.5 FT) WEST NORTHWEST OF THE CENTERLINE OF PARISH ROAD NUMBER 33,
 BJ3865'5.8 METERS (19 FT) SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT
 BJ3865'UNDER THE PARISH ROAD.
 BJ3865'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3865
 BJ3865                          STATION RECOVERY (1989)
 BJ3865
 BJ3865'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3865'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF CLIFTON AND 10.2
 BJ3865'KM (6.35 MI) EAST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3865'TRANSPORTATION AND DEVELOPMENT.
 BJ3865'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3865'0.2 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCITON OF STATE HIGHWAY
 BJ3865'38.  TURN LEFT AND GO EAST FOR 10.2 KM (6.35 MI) ON HIGHWAY 38 TO THE
 BJ3865'STATION ON THE RIGHT.
 BJ3865'THE STATION IS 15.2 M (49.9 FT) SOUTH FROM THE CENTERLINE OF THE
 BJ3865'HIGHWAY, 6.9 M (22.6 FT) NORTHWEST FROM AN 81 CM OAK TREE, 6.2 M
 BJ3865'(20.3 FT) WEST-NORTHWEST FROM THE CENTERLINE OF PARISH ROAD NUMBER 33,
 BJ3865'5.8 M (19.0 FT) SOUTHWEST FROM THE WEST END OF A CONCRETE CULVERT
 BJ3865'UNDER THE PARISH ROAD, AND 0.46 M (1.5 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3866 ***********************************************************************
 BJ3866  DESIGNATION -  59 V 51
 BJ3866  PID         -  BJ3866
 BJ3866  STATE/COUNTY-  LA/WASHINGTON
 BJ3866  USGS QUAD   -  CLIFTON (1983)
 BJ3866
 BJ3866                         *CURRENT SURVEY CONTROL
 BJ3866  ___________________________________________________________________
 BJ3866* NAD 83(1986)-  30 55 14.     (N)    090 11 34.     (W)     SCALED    
 BJ3866* NAVD 88     -        52.218  (meters)     171.32   (feet)  ADJUSTED  
 BJ3866  ___________________________________________________________________
 BJ3866  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ3866  DYNAMIC HT  -          52.151 (meters)     171.10  (feet)  COMP
 BJ3866  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BJ3866
 BJ3866  VERT ORDER  -  SECOND    CLASS I
 BJ3866
 BJ3866.The horizontal coordinates were scaled from a topographic map and have
 BJ3866.an estimated accuracy of +/- 6 seconds.
 BJ3866
 BJ3866.The orthometric height was determined by differential leveling
 BJ3866.and adjusted by the National Geodetic Survey in February 1994..
 BJ3866
 BJ3866.The geoid height was determined by GEOID03.
 BJ3866
 BJ3866.The dynamic height is computed by dividing the NAVD 88
 BJ3866.geopotential number by the normal gravity value computed on the
 BJ3866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3866.degrees latitude (g = 980.6199 gals.).
 BJ3866
 BJ3866.The modeled gravity was interpolated from observed gravity values.
 BJ3866
 BJ3866;                    North         East    Units  Estimated Accuracy
 BJ3866;SPC LA S     -   268,860.    1,109,020.      MT  (+/- 180 meters Scaled)
 BJ3866
 BJ3866                          SUPERSEDED SURVEY CONTROL
 BJ3866
 BJ3866.No superseded survey control is available for this station.
 BJ3866
 BJ3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ682241(NAD 83)
 BJ3866_MARKER: DB = BENCH MARK DISK
 BJ3866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3866_SP_SET: CONCRETE POST
 BJ3866_STAMPING: 59V51 1985
 BJ3866_MARK LOGO: LADH  
 BJ3866_PROJECTION: FLUSH
 BJ3866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3866+STABILITY: SURFACE MOTION
 BJ3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3866+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3866
 BJ3866  HISTORY     - Date     Condition        Report By
 BJ3866  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3866  HISTORY     - 19890524 GOOD             LADTD
 BJ3866
 BJ3866                          STATION DESCRIPTION
 BJ3866
 BJ3866'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3866'12.3 KM (7.65 MI) EAST FROM MT HERMAN.
 BJ3866'THE MARK IS 0.91 M BELOW THE HIGHWAY.
 BJ3866'ABOUT 0.2 KM (0.3 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3866'IN MT HERMAN TO THE JUNCTION OF STATE HIGHWAYS 438 AND 38, THENCE EAST
 BJ3866'(LEFT) ON HIGHWAY 38 FOR 12.4 KM (7.7 MI) TO THE MARK ON THE LEFT,
 BJ3866'18.7 METERS (61.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 38,
 BJ3866'13.1 METERS (43 FT) EAST SOUTHEAST OF A 32 INCH WATER OAK TREE WITH A
 BJ3866'SCAR ON ITS SOUTH SIDE, 7.3 METERS (24 FT) EAST OF A GRAVEL DRIVE
 BJ3866'LEADING INTO WOODS, AND 1.5 METERS (5 FT) WEST OF A POWER POLE.
 BJ3866'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3866
 BJ3866                          STATION RECOVERY (1989)
 BJ3866
 BJ3866'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3866'THE STATION IS LOCATED ABOUT 12.3 KM (7.65 MI) EAST OF MT HERMON AND
 BJ3866'1.1 KM (0.70 MI) WEST OF CLIFTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3866'TRANSPORTATION AND DEVELOPMENT.
 BJ3866'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3866'0.2 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCTION OF STATE HIGHWAY
 BJ3866'38.  TURN LEFT AND GO EAST FOR 12.4 KM (7.70 MI) ON HIGHWAY 38 TO THE
 BJ3866'STATION ON THE LEFT.
 BJ3866'THE STATION IS 18.7 M (61.4 FT) NORTH FROM THE CENTERLINE OF THE
 BJ3866'HIGHWAY, 13.1 M (43.0 FT) EAST-SOUTHEAST FROM AN 81 CM WATER OAK TREE
 BJ3866'WITH A SCAR ON THE SOUTH SIDE, 7.3 M (24.0 FT) EAST FROM A GRAVEL
 BJ3866'DRIVE LEADING INTO WOODS, 1.5 M (4.9 FT) WEST FROM A POWER POLE, AND
 BJ3866'0.46 M (1.5 FT) SOUTH FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE
 BJ3866'GROUND AND ABOUT 0.91 METER BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1165 ***********************************************************************
 BX1165  DESIGNATION -  591 LAGS
 BX1165  PID         -  BX1165
 BX1165  STATE/COUNTY-  LA/RAPIDES
 BX1165  USGS QUAD   -  MELDER (1993)
 BX1165
 BX1165                         *CURRENT SURVEY CONTROL
 BX1165  ___________________________________________________________________
 BX1165* NAD 83(1986)-  31 07 30.     (N)    092 39 41.     (W)     SCALED    
 BX1165* NAVD 88     -        62.72   (+/-2cm)     205.8    (feet)  VERTCON   
 BX1165  ___________________________________________________________________
 BX1165  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX1165
 BX1165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1165
 BX1165.The horizontal coordinates were scaled from a topographic map and have
 BX1165.an estimated accuracy of +/- 6 seconds.
 BX1165
 BX1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1165.The vertical order pertains to the NGVD 29 superseded value.
 BX1165
 BX1165.The geoid height was determined by GEOID03.
 BX1165
 BX1165;                    North         East    Units  Estimated Accuracy
 BX1165;SPC LA N     -    69,310.      984,610.      MT  (+/- 180 meters Scaled)
 BX1165
 BX1165                          SUPERSEDED SURVEY CONTROL
 BX1165
 BX1165  NGVD 29 (??/??/??)   62.712  (m)          205.75   (f) ADJUSTED    2 0
 BX1165
 BX1165.Superseded values are not recommended for survey control.
 BX1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1165.See file dsdata.txt to determine how the superseded data were derived.
 BX1165
 BX1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ322435(NAD 83)
 BX1165_MARKER: DD = SURVEY DISK
 BX1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1165_STAMPING: 591 GEODS
 BX1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1165+STABILITY: SURFACE MOTION
 BX1165
 BX1165  HISTORY     - Date     Condition        Report By
 BX1165  HISTORY     - UNK      MONUMENTED       LAGS
 BX1165  HISTORY     - 1961     GOOD             CGS
 BX1165  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1165
 BX1165                          STATION DESCRIPTION
 BX1165
 BX1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1165'6.2 MI E FROM HINESTON.
 BX1165'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF THE
 BX1165'HIGHWAY WITH STATE HIGHWAY 28 AT HINESTON, IN SECTION 27, T 2 N, R 3
 BX1165'W, ON THE OUTSIDE OF A CURVE AND 39 FEET NORTHEAST OF THE CENTER LINE
 BX1165'OF THE HIGHWAY, 108 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD
 BX1165'LEADING NORTHEAST, 97 FEET SOUTHEAST OF A BRACED POWER POLE, 2.0 FEET
 BX1165'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 BX1165'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX1165
 BX1165                          STATION RECOVERY (1999)
 BX1165
 BX1165'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1161 ***********************************************************************
 BX1161  DESIGNATION -  598 LAGS
 BX1161  PID         -  BX1161
 BX1161  STATE/COUNTY-  LA/RAPIDES
 BX1161  USGS QUAD   -  FOREST HILL (1993)
 BX1161
 BX1161                         *CURRENT SURVEY CONTROL
 BX1161  ___________________________________________________________________
 BX1161* NAD 83(1986)-  31 05 53.     (N)    092 37 22.     (W)     SCALED    
 BX1161* NAVD 88     -        55.61   (+/-2cm)     182.4    (feet)  VERTCON   
 BX1161  ___________________________________________________________________
 BX1161  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX1161
 BX1161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1161
 BX1161.The horizontal coordinates were scaled from a topographic map and have
 BX1161.an estimated accuracy of +/- 6 seconds.
 BX1161
 BX1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1161.The vertical order pertains to the NGVD 29 superseded value.
 BX1161
 BX1161.The geoid height was determined by GEOID03.
 BX1161
 BX1161;                    North         East    Units  Estimated Accuracy
 BX1161;SPC LA N     -    66,320.      988,290.      MT  (+/- 180 meters Scaled)
 BX1161
 BX1161                          SUPERSEDED SURVEY CONTROL
 BX1161
 BX1161  NGVD 29 (??/??/??)   55.597  (m)          182.40   (f) ADJUSTED    2 0
 BX1161
 BX1161.Superseded values are not recommended for survey control.
 BX1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1161.See file dsdata.txt to determine how the superseded data were derived.
 BX1161
 BX1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ359405(NAD 83)
 BX1161_MARKER: DD = SURVEY DISK
 BX1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1161_STAMPING: 598
 BX1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1161+STABILITY: SURFACE MOTION
 BX1161
 BX1161  HISTORY     - Date     Condition        Report By
 BX1161  HISTORY     - UNK      MONUMENTED       LAGS
 BX1161  HISTORY     - 1961     GOOD             CGS
 BX1161  HISTORY     - 19990424 GOOD             USPSQD
 BX1161
 BX1161                          STATION DESCRIPTION
 BX1161
 BX1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1161'8.95 MI NW FROM FOREST HILL.
 BX1161'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1161'STATION AT FOREST HILL, THENCE 6.75 MILES NORTHWEST ALONG STATE
 BX1161'HIGHWAY 112, IN SECTION 36, T 2 N, R 2 W, 0.25 MILE EAST OF A WOODEN
 BX1161'BRIDGE OVER ROCKY CREEK, ON THE CREST OF THE FIRST HILL EAST OF THE
 BX1161'BRIDGE, 48 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 117 FEET
 BX1161'WEST OF THE EXTENDED CENTER LINE OF A TRACK ROAD LEADING SOUTHEAST, 12
 BX1161'FEET NORTH OF A FENCE, 2.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 4
 BX1161'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1161'POST FLUSH WITH THE GROUND.
 BX1161
 BX1161                          STATION RECOVERY (1999)
 BX1161
 BX1161'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3907 ***********************************************************************
 BJ3907  DESIGNATION -  6 87
 BJ3907  PID         -  BJ3907
 BJ3907  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3907  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3907
 BJ3907                         *CURRENT SURVEY CONTROL
 BJ3907  ___________________________________________________________________
 BJ3907* NAD 83(1986)-  30 24 39.     (N)    091 03 04.     (W)     SCALED    
 BJ3907* NAVD 88     -        13.770  (meters)      45.18   (feet)  ADJUSTED  
 BJ3907  ___________________________________________________________________
 BJ3907  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3907  DYNAMIC HT  -          13.752 (meters)      45.12  (feet)  COMP
 BJ3907  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 BJ3907
 BJ3907  VERT ORDER  -  SECOND    CLASS II
 BJ3907
 BJ3907.The horizontal coordinates were scaled from a topographic map and have
 BJ3907.an estimated accuracy of +/- 6 seconds.
 BJ3907
 BJ3907.The orthometric height was determined by differential leveling
 BJ3907.and adjusted by the National Geodetic Survey in February 1994..
 BJ3907
 BJ3907.The geoid height was determined by GEOID03.
 BJ3907
 BJ3907.The dynamic height is computed by dividing the NAVD 88
 BJ3907.geopotential number by the normal gravity value computed on the
 BJ3907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3907.degrees latitude (g = 980.6199 gals.).
 BJ3907
 BJ3907.The modeled gravity was interpolated from observed gravity values.
 BJ3907
 BJ3907;                    North         East    Units  Estimated Accuracy
 BJ3907;SPC LA S     -   211,840.    1,027,120.      MT  (+/- 180 meters Scaled)
 BJ3907
 BJ3907                          SUPERSEDED SURVEY CONTROL
 BJ3907
 BJ3907.No superseded survey control is available for this station.
 BJ3907
 BJ3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP872659(NAD 83)
 BJ3907_MARKER: DB = BENCH MARK DISK
 BJ3907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3907_SP_SET: CONCRETE POST
 BJ3907_STAMPING: 6 87 1987
 BJ3907_MARK LOGO: LA-033
 BJ3907_PROJECTION: FLUSH
 BJ3907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3907+STABILITY: SURFACE MOTION
 BJ3907
 BJ3907  HISTORY     - Date     Condition        Report By
 BJ3907  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3907
 BJ3907                          STATION DESCRIPTION
 BJ3907
 BJ3907'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3907'IN BATON ROUGE.
 BJ3907'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE ON SHERWOOD FOREST
 BJ3907'BOULEVARD AT THE INTERSECTION OF SHERWOOD FOREST BOULEVARD AND
 BJ3907'COURSEY DRIVE IN FRONT OF THE HIBERNIA NATIONAL BANK, 36.0 METERS
 BJ3907'(118 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BANK, 4.9 METERS
 BJ3907'(16 FEET) NORTH OF THE NORTH CURB OF THE WEST BOUND LANE OF COURSEY,
 BJ3907'4.6 METERS (15 FEET) WEST OF THE WEST CURB OF THE SOUTH BOUND LANE OF
 BJ3907'SHERWOOD FOREST BOULEVARD, AND 2.1 METERS (7 FEET) NORTHWEST OF A
 BJ3907'TELEPHONE JUNCTION BOX.
 BJ3907'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3907'THE MARK IS 0.31 M ABOVE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0028 ***********************************************************************
 BJ0028  DESIGNATION -  6 A BOLT
 BJ0028  PID         -  BJ0028
 BJ0028  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0028  USGS QUAD   -  BATCHELOR (1973)
 BJ0028
 BJ0028                         *CURRENT SURVEY CONTROL
 BJ0028  ___________________________________________________________________
 BJ0028* NAD 83(1986)-  30 50 10.     (N)    091 38 06.     (W)     SCALED    
 BJ0028* NAVD 88     -        13.789  (meters)      45.24   (feet)  ADJUSTED  
 BJ0028  ___________________________________________________________________
 BJ0028  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0028  DYNAMIC HT  -          13.771 (meters)      45.18  (feet)  COMP
 BJ0028  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 BJ0028
 BJ0028  VERT ORDER  -  FIRST     CLASS I
 BJ0028
 BJ0028.The horizontal coordinates were scaled from a topographic map and have
 BJ0028.an estimated accuracy of +/- 6 seconds.
 BJ0028
 BJ0028.The orthometric height was determined by differential leveling
 BJ0028.and adjusted by the National Geodetic Survey in February 1994..
 BJ0028
 BJ0028.The geoid height was determined by GEOID03.
 BJ0028
 BJ0028.The dynamic height is computed by dividing the NAVD 88
 BJ0028.geopotential number by the normal gravity value computed on the
 BJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0028.degrees latitude (g = 980.6199 gals.).
 BJ0028
 BJ0028.The modeled gravity was interpolated from observed gravity values.
 BJ0028
 BJ0028;                    North         East    Units  Estimated Accuracy
 BJ0028;SPC LA S     -   258,990.      971,140.      MT  (+/- 180 meters Scaled)
 BJ0028
 BJ0028                          SUPERSEDED SURVEY CONTROL
 BJ0028
 BJ0028  NAVD 88 (06/15/91)   13.820  (m)           45.34   (f) UNKNOWN     1 1
 BJ0028  NGVD 29 (??/??/??)   13.778  (m)           45.20   (f) ADJUSTED    1 1
 BJ0028
 BJ0028.Superseded values are not recommended for survey control.
 BJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0028.See file dsdata.txt to determine how the superseded data were derived.
 BJ0028
 BJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ305122(NAD 83)
 BJ0028_MARKER: B = BOLT
 BJ0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0028_SP_SET: CONCRETE SLAB
 BJ0028_STAMPING: PBM 6A 1939
 BJ0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0028
 BJ0028  HISTORY     - Date     Condition        Report By
 BJ0028  HISTORY     - 1939     MONUMENTED       USE
 BJ0028  HISTORY     - 1976     GOOD             NGS
 BJ0028
 BJ0028                          STATION DESCRIPTION
 BJ0028
 BJ0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0028'1.8 MI NW FROM LACOUR.
 BJ0028'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 419 FROM THE GENERAL STORE AT
 BJ0028'LACOUR, 0.3 MILE EAST OF THE JUNCTION OF AN ASPHALT ROAD LEADING
 BJ0028'SOUTHWEST AND A GRAVELED ROAD LEADING EAST OVER THE LEVEE, 48 FT EAST
 BJ0028'OF A FENCE CORNER POST, 75.6 FT WEST OF POWER LINE POLE NO. 25, 3.5 FT
 BJ0028'SOUTH OF A FENCE, A COPPER BOLT SET IN CONCRETE ABOUT 3 FT BELOW THE
 BJ0028'LEVEL OF THE GROUND, ACCESS IS HAD THROUGH A 4 INCH IRON PIPE AND CAP
 BJ0028'THAT PROJECTS 1 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0568 ***********************************************************************
 BJ0568  DESIGNATION -  6 ABLD
 BJ0568  PID         -  BJ0568
 BJ0568  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0568  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0568
 BJ0568                         *CURRENT SURVEY CONTROL
 BJ0568  ___________________________________________________________________
 BJ0568* NAD 83(1986)-  30 21 41.     (N)    091 14 57.     (W)     SCALED    
 BJ0568* NAVD 88     -        14.427  (meters)      47.33   (feet)  ADJUSTED  
 BJ0568  ___________________________________________________________________
 BJ0568  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0568  DYNAMIC HT  -          14.408 (meters)      47.27  (feet)  COMP
 BJ0568  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 BJ0568
 BJ0568  VERT ORDER  -  FIRST     CLASS I
 BJ0568
 BJ0568.The horizontal coordinates were scaled from a topographic map and have
 BJ0568.an estimated accuracy of +/- 6 seconds.
 BJ0568
 BJ0568.The orthometric height was determined by differential leveling
 BJ0568.and adjusted by the National Geodetic Survey in February 1994..
 BJ0568
 BJ0568.The geoid height was determined by GEOID03.
 BJ0568
 BJ0568.The dynamic height is computed by dividing the NAVD 88
 BJ0568.geopotential number by the normal gravity value computed on the
 BJ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0568.degrees latitude (g = 980.6199 gals.).
 BJ0568
 BJ0568.The modeled gravity was interpolated from observed gravity values.
 BJ0568
 BJ0568;                    North         East    Units  Estimated Accuracy
 BJ0568;SPC LA S     -   206,330.    1,008,090.      MT  (+/- 180 meters Scaled)
 BJ0568
 BJ0568                          SUPERSEDED SURVEY CONTROL
 BJ0568
 BJ0568  NGVD 29 (??/??/??)   14.427  (m)           47.33   (f) ADJUSTED    1 1
 BJ0568
 BJ0568.Superseded values are not recommended for survey control.
 BJ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0568.See file dsdata.txt to determine how the superseded data were derived.
 BJ0568
 BJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP682601(NAD 83)
 BJ0568_MARKER: Z = SEE DESCRIPTION
 BJ0568_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0568_SP_SET: 121 FT. IRON PIPE
 BJ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0568
 BJ0568  HISTORY     - Date     Condition        Report By
 BJ0568  HISTORY     - UNK      MONUMENTED       USE
 BJ0568  HISTORY     - 1976     GOOD             NGS
 BJ0568  HISTORY     - 20060609 MARK NOT FOUND   NGS
 BJ0568
 BJ0568                          STATION DESCRIPTION
 BJ0568
 BJ0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0568'2.0 MI SOUTH FROM BRUSLY LANDING.
 BJ0568'2.0 MILES SOUTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0568'HIGHWAY 989-2, 0.3 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 990,
 BJ0568'189.5 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 8.5 FT. WEST OF THE
 BJ0568'CENTER LINE OF THE WEST LEVEE ROAD OF THE MISSISSIPPI RIVER, 164.5 FT.
 BJ0568'EAST OF A FENCE, 3 FT. EAST OF A CONCRETE POST WITH THE NUMBER 4150,
 BJ0568'A 1-INCH IRON PIPE WITH A CAP DRIVEN TO A DEPTH OF 121 FT ENCASED IN A
 BJ0568'A 2-INCH IRON PIPE BORED TO A DEPTH OF 103 FT. WITH A 3-INCH SCREW
 BJ0568'CAP FOR ACCESS.  THE ACCESS CAP IS ABOUT 0.2 FT. UNDERGROUND.
 BJ0568
 BJ0568                          STATION RECOVERY (2006)
 BJ0568
 BJ0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0568'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0036 ***********************************************************************
 BJ0036  DESIGNATION -  6 ABLDAPA
 BJ0036  PID         -  BJ0036
 BJ0036  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0036  USGS QUAD   -  LACOUR (1994)
 BJ0036
 BJ0036                         *CURRENT SURVEY CONTROL
 BJ0036  ___________________________________________________________________
 BJ0036* NAD 83(1986)-  30 46 46.     (N)    091 35 39.     (W)     SCALED    
 BJ0036* NAVD 88     -        10.220  (meters)      33.53   (feet)  ADJUSTED  
 BJ0036  ___________________________________________________________________
 BJ0036  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0036  DYNAMIC HT  -          10.207 (meters)      33.49  (feet)  COMP
 BJ0036  MODELED GRAV-     979,368.1   (mgal)                       NAVD 88
 BJ0036
 BJ0036  VERT ORDER  -  FIRST     CLASS I
 BJ0036
 BJ0036.The horizontal coordinates were scaled from a topographic map and have
 BJ0036.an estimated accuracy of +/- 6 seconds.
 BJ0036
 BJ0036.The orthometric height was determined by differential leveling
 BJ0036.and adjusted by the National Geodetic Survey in February 1994..
 BJ0036
 BJ0036.The geoid height was determined by GEOID03.
 BJ0036
 BJ0036.The dynamic height is computed by dividing the NAVD 88
 BJ0036.geopotential number by the normal gravity value computed on the
 BJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0036.degrees latitude (g = 980.6199 gals.).
 BJ0036
 BJ0036.The modeled gravity was interpolated from observed gravity values.
 BJ0036
 BJ0036;                    North         East    Units  Estimated Accuracy
 BJ0036;SPC LA S     -   252,700.      975,030.      MT  (+/- 180 meters Scaled)
 BJ0036
 BJ0036                          SUPERSEDED SURVEY CONTROL
 BJ0036
 BJ0036  NAVD 88 (06/15/91)   10.253  (m)           33.64   (f) UNKNOWN     1 1
 BJ0036  NGVD 29 (??/??/??)   10.211  (m)           33.50   (f) ADJUSTED    1 1
 BJ0036
 BJ0036.Superseded values are not recommended for survey control.
 BJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0036.See file dsdata.txt to determine how the superseded data were derived.
 BJ0036
 BJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ345060(NAD 83)
 BJ0036_MARKER: Z = SEE DESCRIPTION
 BJ0036_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0036_SP_SET: 77 FT IRON PIPE
 BJ0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0036
 BJ0036  HISTORY     - Date     Condition        Report By
 BJ0036  HISTORY     - 1975     MONUMENTED       USE
 BJ0036  HISTORY     - 1976     GOOD             NGS
 BJ0036
 BJ0036                          STATION DESCRIPTION
 BJ0036
 BJ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0036'3.4 MI NORTH FROM MORGANZA.
 BJ0036'0.9 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BJ0036'MORGANZA, THENCE 2.5 MILES NORTHEAST ALONG THE SOUTHEAST LEVEE OF THE
 BJ0036'MORGANZA FLOODWAY, 0.1 MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD
 BJ0036'LEADING NORTHWEST, 156 FT NORTHWEST OF THE CENTER LINE OF THE LEVEE,
 BJ0036'55 FT SOUTHEAST OF THE CENTER LINE OF THE ROAD, A 1 INCH IRON PIPE
 BJ0036'DRIVEN TO A DEPTH OF 77 FT ENCASED IN A 2 INCH IRON PIPE BORED TO
 BJ0036'A DEPTH OF 54 FT WITH ACCESS THROUGH A 3 INCH IRON PIPE WITH
 BJ0036'A SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2073 ***********************************************************************
 BJ2073  DESIGNATION -  6 C
 BJ2073  PID         -  BJ2073
 BJ2073  STATE/COUNTY-  LA/ST MARTIN
 BJ2073  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2073
 BJ2073                         *CURRENT SURVEY CONTROL
 BJ2073  ___________________________________________________________________
 BJ2073* NAD 83(1986)-  30 05 20.     (N)    091 28 43.     (W)     SCALED    
 BJ2073* NAVD 88     -         2.75   (+/-2cm)       9.0    (feet)  VERTCON   
 BJ2073  ___________________________________________________________________
 BJ2073  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ2073
 BJ2073  VERT ORDER  -  ? (See Below)
 BJ2073
 BJ2073.The horizontal coordinates were scaled from a topographic map and have
 BJ2073.an estimated accuracy of +/- 6 seconds.
 BJ2073
 BJ2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2073.The vertical order pertains to the NGVD 29 superseded value.
 BJ2073
 BJ2073.The geoid height was determined by GEOID03.
 BJ2073
 BJ2073;                    North         East    Units  Estimated Accuracy
 BJ2073;SPC LA S     -   176,130.      986,000.      MT  (+/- 180 meters Scaled)
 BJ2073
 BJ2073                          SUPERSEDED SURVEY CONTROL
 BJ2073
 BJ2073  NGVD 29 (??/??/??)    2.774  (m)            9.10   (f) ADJUSTED    ?  
 BJ2073
 BJ2073.Superseded values are not recommended for survey control.
 BJ2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2073.See file dsdata.txt to determine how the superseded data were derived.
 BJ2073
 BJ2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP466296(NAD 83)
 BJ2073_MARKER: S = SPIKE
 BJ2073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2073_SP_SET: TREE
 BJ2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2073
 BJ2073  HISTORY     - Date     Condition        Report By
 BJ2073  HISTORY     - UNK      MONUMENTED       DOD
 BJ2073  HISTORY     - 1936     GOOD             DOD
 BJ2073
 BJ2073                          STATION DESCRIPTION
 BJ2073
 BJ2073'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2073'5.0 MI SE FROM BAYOU CHENE.
 BJ2073'ABOUT 5.0 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2073'MARTIN PARISH, ON THE WEST BANK OF LAKE CHICOT, ABOUT 2 MILES SOUTH OF
 BJ2073'THE MOUTH OF BIG BAYOU CHENE, ABOUT 2-1/4 MILES NORTH OF THE NICK
 BJ2073'BURNS RESIDENCE, ABOUT 500 FEET ABOVE THE LOWER END OF THE ISLAND AT
 BJ2073'THE HEAD OF CHICOT PASS, ABOUT 200 FEET EAST OF A SPOIL BANK ON THE
 BJ2073'RIGHT BANK OF CHICOT PASS, ABOUT 300 FEET WEST OF THE WEST BANK OF THE
 BJ2073'LAKE, 30 FEET WEST OF STATION 104+65 OF THE CHICOT PASS CHANNEL BASE
 BJ2073'LINE, ABOUT 1.5 FEET HIGHER THAN THE GROUND, AND IN A 10-INCH
 BJ2073'COTTON-WOOD TREE.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3255 ***********************************************************************
 CP3255  DESIGNATION -  6 GAF
 CP3255  PID         -  CP3255
 CP3255  STATE/COUNTY-  LA/MOREHOUSE
 CP3255  USGS QUAD   -  TWIN OAKS (1988)
 CP3255
 CP3255                         *CURRENT SURVEY CONTROL
 CP3255  ___________________________________________________________________
 CP3255* NAD 83(1986)-  32 59 13.     (N)    091 49 13.     (W)     SCALED    
 CP3255* NAVD 88     -        38.020  (meters)     124.74   (feet)  ADJUSTED  
 CP3255  ___________________________________________________________________
 CP3255  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3255  DYNAMIC HT  -          37.979 (meters)     124.60  (feet)  COMP
 CP3255  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 CP3255
 CP3255  VERT ORDER  -  SECOND    CLASS I
 CP3255
 CP3255.The horizontal coordinates were scaled from a topographic map and have
 CP3255.an estimated accuracy of +/- 6 seconds.
 CP3255
 CP3255.The orthometric height was determined by differential leveling
 CP3255.and adjusted by the National Geodetic Survey in June 1991..
 CP3255
 CP3255.The geoid height was determined by GEOID03.
 CP3255
 CP3255.The dynamic height is computed by dividing the NAVD 88
 CP3255.geopotential number by the normal gravity value computed on the
 CP3255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3255.degrees latitude (g = 980.6199 gals.).
 CP3255
 CP3255.The modeled gravity was interpolated from observed gravity values.
 CP3255
 CP3255;                    North         East    Units  Estimated Accuracy
 CP3255;SPC LA N     -   275,960.    1,063,540.      MT  (+/- 180 meters Scaled)
 CP3255
 CP3255                          SUPERSEDED SURVEY CONTROL
 CP3255
 CP3255.No superseded survey control is available for this station.
 CP3255
 CP3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS102504(NAD 83)
 CP3255_MARKER: DD = SURVEY DISK
 CP3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3255_SP_SET: CONCRETE POST
 CP3255_STAMPING: 6 GAF 1955
 CP3255_MARK LOGO: USGS  
 CP3255_PROJECTION: PROJECTING 30 CENTIMETERS
 CP3255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3255+STABILITY: SURFACE MOTION
 CP3255
 CP3255  HISTORY     - Date     Condition        Report By
 CP3255  HISTORY     - 1955     MONUMENTED       USGS
 CP3255  HISTORY     - 1986     GOOD             LADTD
 CP3255
 CP3255                          STATION DESCRIPTION
 CP3255
 CP3255'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3255'20.3 KM (12.6 MI) WEST FROM JONES.
 CP3255'0.3 KM (0.2 MI) WEST ON STATE HIGHWAY 835 FROM THE INTERSECTION OF
 CP3255'HIGHWAY 835 AND US HIGHWAY 165 AT JONES TO THE JUNCTION OF STATE
 CP3255'HIGHWAYS 834 AND 835, THENCE WEST (RIGHT) ON HIGHWAY 834 FOR 15.9 KM
 CP3255'(9.8 MI) TO THE JUNCTION OF STATE HIGHWAYS 834 AND 591, THENCE SOUTH
 CP3255'(LEFT) ON HIGHWAY 591 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF STATE
 CP3255'HIGHWAYS 591 AND 590, THENCE WEST (RIGHT) ON HIGHWAY 590 FOR 3.7 KM
 CP3255'(2.3 MI) TO THE BENCH MARK ON THE LEFT, 32.6 METERS (107 FEET) NORTH-
 CP3255'NORTHWEST FROM THE NORTHWEST CORNER OF A BRICK HOUSE, 26.5 METERS (87
 CP3255'FEET) FROM THE CENTER OF A SHELL DRIVE LEADING TO THE HOUSE, 13.0
 CP3255'METERS (42.5 FEET) SOUTH FROM THE CENTER OF THE HIGHWAY, AND 12.3
 CP3255'METERS (40.5 FEET) EAST FROM A FENCE CORNER.
 CP3255'THE MARK IS 0.60 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3635 ***********************************************************************
 BJ3635  DESIGNATION -  6 LAP USGS
 BJ3635  PID         -  BJ3635
 BJ3635  STATE/COUNTY-  LA/ST HELENA
 BJ3635  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3635
 BJ3635                         *CURRENT SURVEY CONTROL
 BJ3635  ___________________________________________________________________
 BJ3635* NAD 83(1986)-  30 49 16.     (N)    090 46 11.     (W)     SCALED    
 BJ3635* NAVD 88     -        82.140  (meters)     269.49   (feet)  ADJUSTED  
 BJ3635  ___________________________________________________________________
 BJ3635  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3635  DYNAMIC HT  -          82.034 (meters)     269.14  (feet)  COMP
 BJ3635  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ3635
 BJ3635  VERT ORDER  -  SECOND    CLASS I
 BJ3635
 BJ3635.The horizontal coordinates were scaled from a topographic map and have
 BJ3635.an estimated accuracy of +/- 6 seconds.
 BJ3635
 BJ3635.The orthometric height was determined by differential leveling
 BJ3635.and adjusted by the National Geodetic Survey in February 1994..
 BJ3635
 BJ3635.The geoid height was determined by GEOID03.
 BJ3635
 BJ3635.The dynamic height is computed by dividing the NAVD 88
 BJ3635.geopotential number by the normal gravity value computed on the
 BJ3635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3635.degrees latitude (g = 980.6199 gals.).
 BJ3635
 BJ3635.The modeled gravity was interpolated from observed gravity values.
 BJ3635
 BJ3635;                    North         East    Units  Estimated Accuracy
 BJ3635;SPC LA S     -   257,420.    1,053,930.      MT  (+/- 180 meters Scaled)
 BJ3635
 BJ3635                          SUPERSEDED SURVEY CONTROL
 BJ3635
 BJ3635.No superseded survey control is available for this station.
 BJ3635
 BJ3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ133119(NAD 83)
 BJ3635_MARKER: DB = BENCH MARK DISK
 BJ3635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3635_SP_SET: CONCRETE POST
 BJ3635_STAMPING: 6 LAP 1978
 BJ3635_MARK LOGO: USGS  
 BJ3635_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3635+STABILITY: SURFACE MOTION
 BJ3635
 BJ3635  HISTORY     - Date     Condition        Report By
 BJ3635  HISTORY     - 1978     MONUMENTED       USGS
 BJ3635  HISTORY     - 1984     GOOD             LADTD
 BJ3635
 BJ3635                          STATION DESCRIPTION
 BJ3635
 BJ3635'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3635'24.6 KM (15.3 MI) WEST FROM GREENSBURG.
 BJ3635'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3635'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3635'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3635'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3635'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3635'ROAD FOR 3.3 KM (2.05 MI) TO THE BENCH MARK ON THE RIGHT SET IN THE
 BJ3635'NORTHWEST QUADRANT OF AN INTERSECTION, 24.4 METERS (80 FT) NORTH OF
 BJ3635'THE CENTER OF THE EAST-WEST BLACKTOP ROAD, 20.4 METERS (67 FT) WEST OF
 BJ3635'THE CENTER OF THE NORTH-SOUTH BLACKTOP ROAD, 9.8 METERS (32 FT)
 BJ3635'NORTHWEST OF A FENCE CORNER, AND 0.6 METER (2 FT) EAST OF A POWER
 BJ3635'POLE.
 BJ3635'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3635'THE MARK IS 0.91 M ABOVE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8355 ***********************************************************************
 AF8355  DESIGNATION -  6 RPL RESET
 AF8355  PID         -  AF8355
 AF8355  STATE/COUNTY-  LA/CLAIBORNE
 AF8355  USGS QUAD   -  ATHENS (1986)
 AF8355
 AF8355                         *CURRENT SURVEY CONTROL
 AF8355  ___________________________________________________________________
 AF8355* NAD 83(1986)-  32 39 07.     (N)    093 01 19.     (W)     SCALED    
 AF8355* NAVD 88     -       106.526  (meters)     349.49   (feet)  ADJUSTED  
 AF8355  ___________________________________________________________________
 AF8355  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AF8355  DYNAMIC HT  -         106.407 (meters)     349.10  (feet)  COMP
 AF8355  MODELED GRAV-     979,516.4   (mgal)                       NAVD 88
 AF8355
 AF8355  VERT ORDER  -  SECOND    CLASS I
 AF8355
 AF8355.The horizontal coordinates were scaled from a topographic map and have
 AF8355.an estimated accuracy of +/- 6 seconds.
 AF8355
 AF8355.The orthometric height was determined by differential leveling
 AF8355.and adjusted by the National Geodetic Survey in September 1998..
 AF8355
 AF8355.The geoid height was determined by GEOID03.
 AF8355
 AF8355.The dynamic height is computed by dividing the NAVD 88
 AF8355.geopotential number by the normal gravity value computed on the
 AF8355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8355.degrees latitude (g = 980.6199 gals.).
 AF8355
 AF8355.The modeled gravity was interpolated from observed gravity values.
 AF8355
 AF8355;                    North         East    Units  Estimated Accuracy
 AF8355;SPC LA N     -   238,720.      951,030.      MT  (+/- 180 meters Scaled)
 AF8355
 AF8355                          SUPERSEDED SURVEY CONTROL
 AF8355
 AF8355.No superseded survey control is available for this station.
 AF8355
 AF8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS979127(NAD 83)
 AF8355_MARKER: DD = SURVEY DISK
 AF8355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8355_STAMPING: 6 RPL 1983 RESET 1989
 AF8355_MARK LOGO: USGS  
 AF8355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8355+STABILITY: SURFACE MOTION
 AF8355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8355+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AF8355
 AF8355  HISTORY     - Date     Condition        Report By
 AF8355  HISTORY     - 1989     MONUMENTED       LADTD
 AF8355
 AF8355                          STATION DESCRIPTION
 AF8355
 AF8355'DESCRIBED BY LA TRANSP AND DEV 1989 (SLC)
 AF8355'THE STATION IS LOCATED IN ATHENS, SET IN THE SOUTHWEST QUARDRANT OF
 AF8355'THE INTERSECTION OF STATE HIGHWAYS 9, 154 AND 518.
 AF8355'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. THE
 AF8355'STATION IS 63.0 FT (19.2 M) SOUTH FROM THE CENTER OF HIGHWAYS 154 AND
 AF8355'518, 40.5 FT (12.3 M) WEST FROM THE CENTER OF HIGHWAY 9, 3.0 FT (0.9
 AF8355'M) NORTHEAST FROM A POWER POLE, 2.0 FT (0.6 M) NORTH FROM A METAL
 AF8355'WITNESS POST WITH SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND
 AF8355'ABOUT 5.0 FT (1.5 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1403 ***********************************************************************
 CQ1403  DESIGNATION -  6 SES
 CQ1403  PID         -  CQ1403
 CQ1403  STATE/COUNTY-  LA/WEBSTER
 CQ1403  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1403
 CQ1403                         *CURRENT SURVEY CONTROL
 CQ1403  ___________________________________________________________________
 CQ1403* NAD 83(1986)-  32 31 24.     (N)    093 16 48.     (W)     SCALED    
 CQ1403* NAVD 88     -        61.50   (+/-2cm)     201.8    (feet)  VERTCON   
 CQ1403  ___________________________________________________________________
 CQ1403  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1403
 CQ1403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1403
 CQ1403.The horizontal coordinates were scaled from a topographic map and have
 CQ1403.an estimated accuracy of +/- 6 seconds.
 CQ1403
 CQ1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1403.The vertical order pertains to the NGVD 29 superseded value.
 CQ1403
 CQ1403.The geoid height was determined by GEOID03.
 CQ1403
 CQ1403;                    North         East    Units  Estimated Accuracy
 CQ1403;SPC LA N     -   224,610.      926,720.      MT  (+/- 180 meters Scaled)
 CQ1403
 CQ1403                          SUPERSEDED SURVEY CONTROL
 CQ1403
 CQ1403  NGVD 29 (??/??/??)   61.569  (m)          202.00   (f) ADJUSTED    2 0
 CQ1403
 CQ1403.Superseded values are not recommended for survey control.
 CQ1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1403.See file dsdata.txt to determine how the superseded data were derived.
 CQ1403
 CQ1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR737984(NAD 83)
 CQ1403_MARKER: DD = SURVEY DISK
 CQ1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1403_STAMPING: S.E.S. NO 6 1934
 CQ1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1403+STABILITY: SURFACE MOTION
 CQ1403
 CQ1403  HISTORY     - Date     Condition        Report By
 CQ1403  HISTORY     - 1934     MONUMENTED       LOCSUR
 CQ1403  HISTORY     - 1934     GOOD             CGS
 CQ1403
 CQ1403                          STATION DESCRIPTION
 CQ1403
 CQ1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1403'1.4 MI S FROM SIBLEY.
 CQ1403'ABOUT 1.4 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1403'THE STATION AT SIBLEY, WEBSTER PARISH, EAST OF MILEAGE 84.10, ABOUT
 CQ1403'490 YARDS EAST OF THE TRACK, ABOUT 45 YARDS WEST OF A T-ROAD, ABOUT 14
 CQ1403'YARDS NORTH OF THE ROAD, AND 2 FEET SOUTH OF A FENCE.  A SOIL EROSION
 CQ1403'SERVICE STANDARD DISK, STAMPED S.E.S. NO 6 1934 AND SET IN THE TOP OF
 CQ1403'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1336 ***********************************************************************
 BK1336  DESIGNATION -  6 V 120
 BK1336  PID         -  BK1336
 BK1336  STATE/COUNTY-  LA/BEAUREGARD
 BK1336  USGS QUAD   -  DERIDDER (1994)
 BK1336
 BK1336                         *CURRENT SURVEY CONTROL
 BK1336  ___________________________________________________________________
 BK1336* NAD 83(1986)-  30 50 48.     (N)    093 19 05.     (W)     SCALED    
 BK1336* NAVD 88     -        56.329  (meters)     184.81   (feet)  ADJUSTED  
 BK1336  ___________________________________________________________________
 BK1336  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK1336  DYNAMIC HT  -          56.258 (meters)     184.57  (feet)  COMP
 BK1336  MODELED GRAV-     979,373.0   (mgal)                       NAVD 88
 BK1336
 BK1336  VERT ORDER  -  SECOND    CLASS 0
 BK1336
 BK1336.The horizontal coordinates were scaled from a topographic map and have
 BK1336.an estimated accuracy of +/- 6 seconds.
 BK1336
 BK1336.The orthometric height was determined by differential leveling
 BK1336.and adjusted by the National Geodetic Survey in February 1994..
 BK1336
 BK1336.The geoid height was determined by GEOID03.
 BK1336
 BK1336.The dynamic height is computed by dividing the NAVD 88
 BK1336.geopotential number by the normal gravity value computed on the
 BK1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1336.degrees latitude (g = 980.6199 gals.).
 BK1336
 BK1336.The modeled gravity was interpolated from observed gravity values.
 BK1336
 BK1336;                    North         East    Units  Estimated Accuracy
 BK1336;SPC LA S     -   261,770.      810,150.      MT  (+/- 180 meters Scaled)
 BK1336
 BK1336                          SUPERSEDED SURVEY CONTROL
 BK1336
 BK1336  NGVD 29 (??/??/??)   56.481  (m)          185.30   (f) ADJUSTED    2 0
 BK1336
 BK1336.Superseded values are not recommended for survey control.
 BK1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1336.See file dsdata.txt to determine how the superseded data were derived.
 BK1336
 BK1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ695126(NAD 83)
 BK1336_MARKER: DD = SURVEY DISK
 BK1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1336_SP_SET: CONCRETE POST
 BK1336_STAMPING: 6V120 1970
 BK1336_MARK LOGO: LADH  
 BK1336_PROJECTION: PROJECTING 13 CENTIMETERS
 BK1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1336+STABILITY: SURFACE MOTION
 BK1336
 BK1336  HISTORY     - Date     Condition        Report By
 BK1336  HISTORY     - 1970     MONUMENTED       LADTD
 BK1336  HISTORY     - 1984     GOOD             LADTD
 BK1336
 BK1336                          STATION DESCRIPTION
 BK1336
 BK1336'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1336'2.00 MI SW FROM DERIDDER.
 BK1336'ABOUT 0.1 MILE NORTH ALONG STEWART STREET FROM THE COURTHOUSE AT
 BK1336'DERIDDER, THENCE 1.9 MILES SOUTHWEST ALONG US 190, 60 FEET SOUTH OF
 BK1336'THE CENTERLINE OF US 190, 0.5 FOOT NORTH OF A COMBINATION BARBED WIRE
 BK1336'AND MESH FENCE, 130 FEET EAST OF THE CENTERLINE OF A PARISH ROAD
 BK1336'LEADING SOUTH OF THE HIGHWAY, APPROXIMATELY 0.1 MILE WEST OF THE
 BK1336'SUNBEAM BAKERY, 2.9 FEET NORTHEAST OF A STEEL WITNESS POST, SET IN THE
 BK1336'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  SECTION 32, T 2S, R 9W.
 BK1336
 BK1336                          STATION RECOVERY (1984)
 BK1336
 BK1336'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1336'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.2 KM
 BK1336'(0.1 MILE) NORTH ALONG STEWART STREET FROM THE COURTHOUSE AT
 BK1336'DERIDDER, THENCE 3.0 KM (1.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY
 BK1336'190, 18.3 METERS (60 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BK1336'0.2 METER (0.5 FOOT) NORTH OF A COMBINATION BARBED WIRE AND MESH
 BK1336'FENCE, 39.6 METERS (130 FEET) EAST OF THE CENTERLINE OF A PARISH ROAD
 BK1336'(PLANER MILL ROAD) LEADING SOUTH.
 BK1336'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 BK1336'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1335 ***********************************************************************
 BK1335  DESIGNATION -  6 V 121
 BK1335  PID         -  BK1335
 BK1335  STATE/COUNTY-  LA/BEAUREGARD
 BK1335  USGS QUAD   -  DERIDDER (1994)
 BK1335
 BK1335                         *CURRENT SURVEY CONTROL
 BK1335  ___________________________________________________________________
 BK1335* NAD 83(1986)-  30 50 49.     (N)    093 18 08.     (W)     SCALED    
 BK1335* NAVD 88     -        54.915  (meters)     180.17   (feet)  ADJUSTED  
 BK1335  ___________________________________________________________________
 BK1335  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BK1335  DYNAMIC HT  -          54.845 (meters)     179.94  (feet)  COMP
 BK1335  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 BK1335
 BK1335  VERT ORDER  -  SECOND    CLASS 0
 BK1335
 BK1335.The horizontal coordinates were scaled from a topographic map and have
 BK1335.an estimated accuracy of +/- 6 seconds.
 BK1335
 BK1335.The orthometric height was determined by differential leveling
 BK1335.and adjusted by the National Geodetic Survey in February 1994..
 BK1335
 BK1335.The geoid height was determined by GEOID03.
 BK1335
 BK1335.The dynamic height is computed by dividing the NAVD 88
 BK1335.geopotential number by the normal gravity value computed on the
 BK1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1335.degrees latitude (g = 980.6199 gals.).
 BK1335
 BK1335.The modeled gravity was interpolated from observed gravity values.
 BK1335
 BK1335;                    North         East    Units  Estimated Accuracy
 BK1335;SPC LA S     -   261,770.      811,670.      MT  (+/- 180 meters Scaled)
 BK1335
 BK1335                          SUPERSEDED SURVEY CONTROL
 BK1335
 BK1335  NGVD 29 (??/??/??)   55.064  (m)          180.66   (f) ADJUSTED    2 0
 BK1335
 BK1335.Superseded values are not recommended for survey control.
 BK1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1335.See file dsdata.txt to determine how the superseded data were derived.
 BK1335
 BK1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ711126(NAD 83)
 BK1335_MARKER: DD = SURVEY DISK
 BK1335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK1335_SP_SET: HEADWALL
 BK1335_STAMPING: 6V121 1970
 BK1335_MARK LOGO: LADH  
 BK1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1335+STABILITY: SURFACE MOTION
 BK1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1335+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2002
 BK1335
 BK1335  HISTORY     - Date     Condition        Report By
 BK1335  HISTORY     - 1970     MONUMENTED       LADTD
 BK1335  HISTORY     - 1972     GOOD             LADTD
 BK1335  HISTORY     - 1984     GOOD             LADTD
 BK1335  HISTORY     - 20020406 GOOD             USPSQD
 BK1335
 BK1335                          STATION DESCRIPTION
 BK1335
 BK1335'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1335'0.9 MI W FROM DERIDDER.
 BK1335'LOCATED ABOUT 0.9 MILES WEST ALONG UNITED STATES HIGHWAY 190 FROM THE
 BK1335'COURTHOUSE AT DERIDDER.  0.9 MILES WEST OF B.M. G 29.  IN THE CENTER
 BK1335'OF THE SOUTH END OF A DOUBLE 5 X 5 FOOT CONCRETE BOX CULVERT.  39 FEET
 BK1335'SOUTHEAST OF THE CENTER OF UNITED STATES HIGHWAY 190 AND THE END OF
 BK1335'CONCRETE PAVEMENT.  0.1 MILES SOUTHEAST OF THE WEST BROTHERS GENERAL
 BK1335'OFFICE.  SET FLUSH IN THE TOP OF THE SOUTH HEADWALL.  A STEEL WITNESS
 BK1335'POST IS SET 19 FEET WEST OF THE MARK.
 BK1335
 BK1335                          STATION RECOVERY (1984)
 BK1335
 BK1335'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1335'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.2 KM
 BK1335'(0.1 MILE) NORTH ALONG STEWART STREET FROM THE COURTHOUSE AT
 BK1335'DERIDDER, THENCE 1.5 KM (1.0 MILE) SOUTHWEST ALONG THE WEST BOUND
 BK1335'U.S. HIGHWAY 190 TO THE MARK ON THE LEFT IN SECTION 32, T 2 S, R 9
 BK1335'W, 11.3 METERS (37 FEET) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 BK1335'190, IN THE CENTER OF THE SOUTH HEADWALL OF A TWO BARREL BOX CULVERT.
 BK1335'THE MARK IS 5.6 METERS  E FROM A WITNESS POST.
 BK1335'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1335
 BK1335                          STATION RECOVERY (2002)
 BK1335
 BK1335'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1335'WITNESS POST NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1358 ***********************************************************************
 BK1358  DESIGNATION -  6 V 174
 BK1358  PID         -  BK1358
 BK1358  STATE/COUNTY-  LA/BEAUREGARD
 BK1358  USGS QUAD   -  DERIDDER (1994)
 BK1358
 BK1358                         *CURRENT SURVEY CONTROL
 BK1358  ___________________________________________________________________
 BK1358* NAD 83(1986)-  30 52 20.     (N)    093 17 06.     (W)     SCALED    
 BK1358* NAVD 88     -        60.030  (meters)     196.95   (feet)  ADJUSTED  
 BK1358  ___________________________________________________________________
 BK1358  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK1358  DYNAMIC HT  -          59.954 (meters)     196.70  (feet)  COMP
 BK1358  MODELED GRAV-     979,375.4   (mgal)                       NAVD 88
 BK1358
 BK1358  VERT ORDER  -  SECOND    CLASS 0
 BK1358
 BK1358.The horizontal coordinates were scaled from a topographic map and have
 BK1358.an estimated accuracy of +/- 6 seconds.
 BK1358
 BK1358.The orthometric height was determined by differential leveling
 BK1358.and adjusted by the National Geodetic Survey in February 1994..
 BK1358
 BK1358.The geoid height was determined by GEOID03.
 BK1358
 BK1358.The dynamic height is computed by dividing the NAVD 88
 BK1358.geopotential number by the normal gravity value computed on the
 BK1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1358.degrees latitude (g = 980.6199 gals.).
 BK1358
 BK1358.The modeled gravity was interpolated from observed gravity values.
 BK1358
 BK1358;                    North         East    Units  Estimated Accuracy
 BK1358;SPC LA S     -   264,550.      813,360.      MT  (+/- 180 meters Scaled)
 BK1358
 BK1358                          SUPERSEDED SURVEY CONTROL
 BK1358
 BK1358  NGVD 29 (??/??/??)   60.192  (m)          197.48   (f) ADJUSTED    2 0
 BK1358
 BK1358.Superseded values are not recommended for survey control.
 BK1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1358.See file dsdata.txt to determine how the superseded data were derived.
 BK1358
 BK1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ727154(NAD 83)
 BK1358_MARKER: DD = SURVEY DISK
 BK1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1358_SP_SET: CONCRETE POST
 BK1358_STAMPING: 6V174 1972
 BK1358_MARK LOGO: LADTD 
 BK1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1358+STABILITY: SURFACE MOTION
 BK1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1358+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 BK1358
 BK1358  HISTORY     - Date     Condition        Report By
 BK1358  HISTORY     - 1972     MONUMENTED       LADTD
 BK1358  HISTORY     - 19891010 GOOD             LADTD
 BK1358
 BK1358                          STATION DESCRIPTION
 BK1358
 BK1358'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1358'2.0 MI N FROM DERIDDER.
 BK1358'LOCATED ABOUT 2.0 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM THE
 BK1358'COURTHOUSE AT DERIDDER.  1.0 MILES SOUTH OF B.M. 58V48.  0.7 MILES
 BK1358'SOUTH OF THE BEAUREGARD PARISH LINE.  42 FEET WEST OF THE CENTER OF
 BK1358'UNITED STATES HIGHWAY 171.  8 FEET WEST OF A 32 INCH LIVE OAK TREE. 25
 BK1358'FEET SOUTH OF THE CENTER OF A DIRT ROAD LEADING WEST. 4 FEET SOUTHWEST
 BK1358'OF A LOUISIANA DEPARTMENT OF HIGHWAY RIGHT-OF-WAY MARKER. 1 FOOT NORTH
 BK1358'OF A CYCLONE FENCE CORNER.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK
 BK1358'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BK1358'FOOT EAST OF THE MARK.
 BK1358
 BK1358                          STATION RECOVERY (1989)
 BK1358
 BK1358'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BK1358'THE STATION IS LOCATED IN THE NORTHERN PART OF LEESVILLE ALONG U.S.
 BK1358'HIGHWAY 171.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BK1358'DEVELOPMENT.
 BK1358'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK1358'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 3.1 KM
 BK1358'(1.9 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT.
 BK1358'THE STATION IS 14.6 M (47.9 FT) SOUTH FROM A POWER POLE, 7.3 M
 BK1358'(24.0 FT) SOUTH FORM THE CENTER OF A BLACK TOP ROAD LEADING WEST, 7.2
 BK1358'M (23.6 FT) WEST FROM THE CENTER OF THE SOUTH BOUND LANES OF THE
 BK1358'HIGHWAY AND 0.2 M (0.7 FT) WEST FROM A WITNESS POST.  THE STATION IS
 BK1358'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1359 ***********************************************************************
 BK1359  DESIGNATION -  6 V 175 LADTD
 BK1359  PID         -  BK1359
 BK1359  STATE/COUNTY-  LA/BEAUREGARD
 BK1359  USGS QUAD   -  DERIDDER (1994)
 BK1359
 BK1359                         *CURRENT SURVEY CONTROL
 BK1359  ___________________________________________________________________
 BK1359* NAD 83(1986)-  30 51 40.     (N)    093 17 17.     (W)     SCALED    
 BK1359* NAVD 88     -        58.28   (+/-2cm)     191.2    (feet)  VERTCON   
 BK1359  ___________________________________________________________________
 BK1359  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK1359
 BK1359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1359
 BK1359.The horizontal coordinates were scaled from a topographic map and have
 BK1359.an estimated accuracy of +/- 6 seconds.
 BK1359
 BK1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1359.The vertical order pertains to the NGVD 29 superseded value.
 BK1359
 BK1359.The geoid height was determined by GEOID03.
 BK1359
 BK1359;                    North         East    Units  Estimated Accuracy
 BK1359;SPC LA S     -   263,320.      813,050.      MT  (+/- 180 meters Scaled)
 BK1359
 BK1359                          SUPERSEDED SURVEY CONTROL
 BK1359
 BK1359  NGVD 29 (??/??/??)   58.435  (m)          191.72   (f) ADJUSTED    2 0
 BK1359
 BK1359.Superseded values are not recommended for survey control.
 BK1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1359.See file dsdata.txt to determine how the superseded data were derived.
 BK1359
 BK1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ724142(NAD 83)
 BK1359_MARKER: DD = SURVEY DISK
 BK1359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1359_SP_SET: BLOCK
 BK1359_STAMPING: 6V175 1972
 BK1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1359
 BK1359  HISTORY     - Date     Condition        Report By
 BK1359  HISTORY     - 1972     MONUMENTED       LADTD
 BK1359  HISTORY     - 20020406 MARK NOT FOUND   USPSQD
 BK1359
 BK1359                          STATION DESCRIPTION
 BK1359
 BK1359'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1359'1.0 MI N FROM DERIDDER.
 BK1359'LOCATED ABOUT 1.0 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM THE
 BK1359'COURTHOUSE AT DERIDDER.  0.9 MILES SOUTH OF B.M. 6V174.  1.6 MILES
 BK1359'SOUTH OF THE BEAUREGARD PARISH LINE.  69 FEET EAST OF THE CENTER OF
 BK1359'UNITED STATES HIGHWAY 171.  ACROSS THE UNITED STATES HIGHWAY 171 FROM
 BK1359'THE PARK TERRACE SHOPPING CENTER.  SET IN THE TOP OF A 10 INCH
 BK1359'CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BK1359'POST IS SET 1 FOOT WEST OF THE MARK.
 BK1359
 BK1359                          STATION RECOVERY (2002)
 BK1359
 BK1359'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1359'ENTIRE AREA IS NOW ASPHALTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2561 ***********************************************************************
 BK2561  DESIGNATION -  6 V 189
 BK2561  PID         -  BK2561
 BK2561  STATE/COUNTY-  LA/BEAUREGARD
 BK2561  USGS QUAD   -  GAYTINE (1994)
 BK2561
 BK2561                         *CURRENT SURVEY CONTROL
 BK2561  ___________________________________________________________________
 BK2561* NAD 83(1986)-  30 24 45.     (N)    093 14 01.     (W)     SCALED    
 BK2561* NAVD 88     -        12.235  (meters)      40.14   (feet)  ADJUSTED  
 BK2561  ___________________________________________________________________
 BK2561  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2561  DYNAMIC HT  -          12.219 (meters)      40.09  (feet)  COMP
 BK2561  MODELED GRAV-     979,337.6   (mgal)                       NAVD 88
 BK2561
 BK2561  VERT ORDER  -  SECOND    CLASS I
 BK2561
 BK2561.The horizontal coordinates were scaled from a topographic map and have
 BK2561.an estimated accuracy of +/- 6 seconds.
 BK2561
 BK2561.The orthometric height was determined by differential leveling
 BK2561.and adjusted by the National Geodetic Survey in February 1994..
 BK2561
 BK2561.The geoid height was determined by GEOID03.
 BK2561
 BK2561.The dynamic height is computed by dividing the NAVD 88
 BK2561.geopotential number by the normal gravity value computed on the
 BK2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2561.degrees latitude (g = 980.6199 gals.).
 BK2561
 BK2561.The modeled gravity was interpolated from observed gravity values.
 BK2561
 BK2561;                    North         East    Units  Estimated Accuracy
 BK2561;SPC LA S     -   213,510.      817,430.      MT  (+/- 180 meters Scaled)
 BK2561
 BK2561                          SUPERSEDED SURVEY CONTROL
 BK2561
 BK2561.No superseded survey control is available for this station.
 BK2561
 BK2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP775645(NAD 83)
 BK2561_MARKER: DD = SURVEY DISK
 BK2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2561_SP_SET: CONCRETE POST
 BK2561_STAMPING: 6V189 1984
 BK2561_MARK LOGO: LADTD 
 BK2561_PROJECTION: FLUSH
 BK2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2561+STABILITY: SURFACE MOTION
 BK2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2561+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 BK2561
 BK2561  HISTORY     - Date     Condition        Report By
 BK2561  HISTORY     - 1984     MONUMENTED       LADTD
 BK2561  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2561  HISTORY     - 20050205 GOOD             USPSQD
 BK2561
 BK2561                          STATION DESCRIPTION
 BK2561
 BK2561'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2561'13.5 KM (9.1 MI) NORTH FROM MOSS BLUFF.
 BK2561'1.7 KM (1.0 MILE) NORTH ALONG PARISH ROAD FROM THE POST OFFICE AT
 BK2561'MOSS BLUFF, THENCE 11.8 KM (8.1 MILES) NORTH ALONG U.S. HIGHWAY 171
 BK2561'TO THE MARK ON THE LEFT IN SECTION 36, T 7 S, R 9 W, 16.2 METERS
 BK2561'(53.7 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (2.9
 BK2561'FEET) SOUTHWEST OF A POWERPOLE WITH A TRANSFORMER AND A LIGHT, 3.9
 BK2561'METERS (12.8 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF A SERVICE
 BK2561'GARAGE ON A CONCRETE SLAB, 26.5 METERS (87.0 FEET) SOUTH SOUTHWEST OF
 BK2561'THE SOUTH END OF A SIDE DRAIN, 3.8 METERS (12.4 FEET) EAST OF A METAL
 BK2561'WITNESS POST.  THIS MARK MAY ALSO BE FOUND BY DRIVING 11.0 KM (6.83
 BK2561'MILES) SOUTH ALONG U.S. HIGHWAY 171, FROM THE JUNCTION OF U.S.
 BK2561'HIGHWAY 171 AND U.S. HIGHWAY 190 AT RAGLEY.
 BK2561'THE MARK IS 3.8 METERS  E FROM A WITNESS POST.
 BK2561
 BK2561                          STATION RECOVERY (2002)
 BK2561
 BK2561'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2561'MARK NOT FOUND.
 BK2561
 BK2561                          STATION RECOVERY (2005)
 BK2561
 BK2561'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BK2561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2562 ***********************************************************************
 BK2562  DESIGNATION -  6 V 190
 BK2562  PID         -  BK2562
 BK2562  STATE/COUNTY-  LA/BEAUREGARD
 BK2562  USGS QUAD   -  GAYTINE (1994)
 BK2562
 BK2562                         *CURRENT SURVEY CONTROL
 BK2562  ___________________________________________________________________
 BK2562* NAD 83(1986)-  30 26 55.     (N)    093 14 01.     (W)     SCALED    
 BK2562* NAVD 88     -        18.572  (meters)      60.93   (feet)  ADJUSTED  
 BK2562  ___________________________________________________________________
 BK2562  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2562  DYNAMIC HT  -          18.548 (meters)      60.85  (feet)  COMP
 BK2562  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BK2562
 BK2562  VERT ORDER  -  SECOND    CLASS I
 BK2562
 BK2562.The horizontal coordinates were scaled from a topographic map and have
 BK2562.an estimated accuracy of +/- 6 seconds.
 BK2562
 BK2562.The orthometric height was determined by differential leveling
 BK2562.and adjusted by the National Geodetic Survey in February 1994..
 BK2562
 BK2562.The geoid height was determined by GEOID03.
 BK2562
 BK2562.The dynamic height is computed by dividing the NAVD 88
 BK2562.geopotential number by the normal gravity value computed on the
 BK2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2562.degrees latitude (g = 980.6199 gals.).
 BK2562
 BK2562.The modeled gravity was interpolated from observed gravity values.
 BK2562
 BK2562;                    North         East    Units  Estimated Accuracy
 BK2562;SPC LA S     -   217,510.      817,500.      MT  (+/- 180 meters Scaled)
 BK2562
 BK2562                          SUPERSEDED SURVEY CONTROL
 BK2562
 BK2562.No superseded survey control is available for this station.
 BK2562
 BK2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP775685(NAD 83)
 BK2562_MARKER: DD = SURVEY DISK
 BK2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2562_SP_SET: CONCRETE POST
 BK2562_STAMPING: 6V190 1984
 BK2562_MARK LOGO: LADH  
 BK2562_PROJECTION: FLUSH
 BK2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2562+STABILITY: SURFACE MOTION
 BK2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2562+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 BK2562
 BK2562  HISTORY     - Date     Condition        Report By
 BK2562  HISTORY     - 1984     MONUMENTED       LADTD
 BK2562  HISTORY     - 20011125 GOOD             USPSQD
 BK2562  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2562  HISTORY     - 20050205 GOOD             USPSQD
 BK2562
 BK2562                          STATION DESCRIPTION
 BK2562
 BK2562'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2562'7.0 KM (4.4 MI) SOUTH FROM RAGLEY.
 BK2562'7.0 KM (4.4MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE JUNCTION OF
 BK2562'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE RIGHT IN
 BK2562'SECTION 13, T 7 S, R 9 W, 17.1 METERS (56.2 FEET) WEST OF THE CENTER-
 BK2562'LINE OF THE HIGHWAY, 33.1 METERS (108.6 FEET) NORTH NORTHEAST OF THE
 BK2562'NORTHEAST CORNER OF THE OLD WOODEN ST. PLUS X CATHOLIC CHURCH, 1.0
 BK2562'METER (3.2 FEET) SOUTH OF A POWERPOLE WITH A TRANSFORMER.
 BK2562'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 BK2562'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BK2562
 BK2562                          STATION RECOVERY (2001)
 BK2562
 BK2562'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2562'RECOVERED IN GOOD CONDITION.
 BK2562
 BK2562                          STATION RECOVERY (2002)
 BK2562
 BK2562'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2562'MARK NOT FOUND.
 BK2562
 BK2562                          STATION RECOVERY (2005)
 BK2562
 BK2562'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BK2562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2563 ***********************************************************************
 BK2563  DESIGNATION -  6 V 191
 BK2563  PID         -  BK2563
 BK2563  STATE/COUNTY-  LA/BEAUREGARD
 BK2563  USGS QUAD   -  GAYTINE (1994)
 BK2563
 BK2563                         *CURRENT SURVEY CONTROL
 BK2563  ___________________________________________________________________
 BK2563* NAD 83(1986)-  30 29 00.     (N)    093 13 58.     (W)     SCALED    
 BK2563* NAVD 88     -        21.213  (meters)      69.60   (feet)  ADJUSTED  
 BK2563  ___________________________________________________________________
 BK2563  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2563  DYNAMIC HT  -          21.185 (meters)      69.50  (feet)  COMP
 BK2563  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BK2563
 BK2563  VERT ORDER  -  SECOND    CLASS I
 BK2563
 BK2563.The horizontal coordinates were scaled from a topographic map and have
 BK2563.an estimated accuracy of +/- 6 seconds.
 BK2563
 BK2563.The orthometric height was determined by differential leveling
 BK2563.and adjusted by the National Geodetic Survey in February 1994..
 BK2563
 BK2563.The geoid height was determined by GEOID03.
 BK2563
 BK2563.The dynamic height is computed by dividing the NAVD 88
 BK2563.geopotential number by the normal gravity value computed on the
 BK2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2563.degrees latitude (g = 980.6199 gals.).
 BK2563
 BK2563.The modeled gravity was interpolated from observed gravity values.
 BK2563
 BK2563;                    North         East    Units  Estimated Accuracy
 BK2563;SPC LA S     -   221,360.      817,640.      MT  (+/- 180 meters Scaled)
 BK2563
 BK2563                          SUPERSEDED SURVEY CONTROL
 BK2563
 BK2563.No superseded survey control is available for this station.
 BK2563
 BK2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776723(NAD 83)
 BK2563_MARKER: DD = SURVEY DISK
 BK2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2563_SP_SET: CONCRETE POST
 BK2563_STAMPING: 6V191 1984
 BK2563_MARK LOGO: LADH  
 BK2563_PROJECTION: FLUSH
 BK2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2563+STABILITY: SURFACE MOTION
 BK2563
 BK2563  HISTORY     - Date     Condition        Report By
 BK2563  HISTORY     - 1984     MONUMENTED       LADTD
 BK2563  HISTORY     - 20011125 GOOD             USPSQD
 BK2563  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2563
 BK2563                          STATION DESCRIPTION
 BK2563
 BK2563'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2563'3.0 KM (1.9 MI) SOUTH FROM RAGLEY.
 BK2563'ABOUT 3.0 KM (1.9 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2563'JUNCTION OF U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON
 BK2563'THE LEFT IN SECTION 6, T 7 S, R 8 W, 15.7 METERS (51.5 FEET) EAST OF
 BK2563'THE CENTERLINE OF THE HIGHWAY, 1.4 METERS (4.7 FEET) SOUTH SOUTHEAST
 BK2563'OF A POWERPOLE, 8.4 METERS (27.4 FEET) WEST OF A BARBED WIRE FENCE,
 BK2563'AND 18.8 METERS (61.8 FEET) SOUTHWEST OF A FENCE CORNER.
 BK2563'THE MARK IS 8.4 METERS  W FROM A WITNESS POST.
 BK2563'THE MARK IS 0.4 M BELOW THE HIGHWAY..
 BK2563
 BK2563                          STATION RECOVERY (2001)
 BK2563
 BK2563'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2563'RECOVERED IN GOOD CONDITION.
 BK2563
 BK2563                          STATION RECOVERY (2002)
 BK2563
 BK2563'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2474 ***********************************************************************
 BK2474  DESIGNATION -  6 V 192
 BK2474  PID         -  BK2474
 BK2474  STATE/COUNTY-  LA/BEAUREGARD
 BK2474  USGS QUAD   -  GAYTINE (1994)
 BK2474
 BK2474                         *CURRENT SURVEY CONTROL
 BK2474  ___________________________________________________________________
 BK2474* NAD 83(1986)-  30 29 56.     (N)    093 14 01.     (W)     SCALED    
 BK2474* NAVD 88     -        25.332  (meters)      83.11   (feet)  ADJUSTED  
 BK2474  ___________________________________________________________________
 BK2474  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2474  DYNAMIC HT  -          25.299 (meters)      83.00  (feet)  COMP
 BK2474  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BK2474
 BK2474  VERT ORDER  -  FIRST     CLASS II
 BK2474
 BK2474.The horizontal coordinates were scaled from a topographic map and have
 BK2474.an estimated accuracy of +/- 6 seconds.
 BK2474
 BK2474.The orthometric height was determined by differential leveling
 BK2474.and adjusted by the National Geodetic Survey in February 1994..
 BK2474
 BK2474.The geoid height was determined by GEOID03.
 BK2474
 BK2474.The dynamic height is computed by dividing the NAVD 88
 BK2474.geopotential number by the normal gravity value computed on the
 BK2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2474.degrees latitude (g = 980.6199 gals.).
 BK2474
 BK2474.The modeled gravity was interpolated from observed gravity values.
 BK2474
 BK2474;                    North         East    Units  Estimated Accuracy
 BK2474;SPC LA S     -   223,080.      817,590.      MT  (+/- 180 meters Scaled)
 BK2474
 BK2474                          SUPERSEDED SURVEY CONTROL
 BK2474
 BK2474.No superseded survey control is available for this station.
 BK2474
 BK2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP775740(NAD 83)
 BK2474_MARKER: DD = SURVEY DISK
 BK2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2474_SP_SET: CONCRETE POST
 BK2474_STAMPING: 6V192 1984
 BK2474_MARK LOGO: LADH  
 BK2474_PROJECTION: FLUSH
 BK2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2474+STABILITY: SURFACE MOTION
 BK2474
 BK2474  HISTORY     - Date     Condition        Report By
 BK2474  HISTORY     - 1984     MONUMENTED       LADTD
 BK2474  HISTORY     - 1984     GOOD             LADTD
 BK2474  HISTORY     - 1986     GOOD             NGS
 BK2474  HISTORY     - 20011125 GOOD             USPSQD
 BK2474  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2474
 BK2474                          STATION DESCRIPTION
 BK2474
 BK2474'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2474'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  ABOUT
 BK2474'1.2 KM (0.8 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE JUNCTION OF
 BK2474'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE RIGHT IN
 BK2474'SECTION 36, T 6 S, R 9 W, 20.2 METERS (66.4 FEET) WEST OF THE
 BK2474'HIGHWAY, 63.5 METERS (208.4 FEET) NORTH NORTHWEST OF THE NORTH END OF
 BK2474'A 24 INCH BY 40 FOOT CORRUGATED METAL PIPE, 1.2 METERS (3.8 FEET)
 BK2474'NORTH OF A METAL WITNESS POST, 0.6 METERS (2.0 FEET) SOUTH OF A POWER
 BK2474'POLE, 0.5 METERS (1.5 FEET) WEST OF A FOUR STRAND BARBED WIRE FENCE.
 BK2474'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 BK2474'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2474
 BK2474                          STATION RECOVERY (1986)
 BK2474
 BK2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2474'1.3 KM (0.8 MI) SOUTH FROM RAGLEY.
 BK2474'1.3 KM (0.8 MI) SOUTH ALONG U.S. HIGHWAY 1717 FROM THE JUNCTION OF
 BK2474'U.S. HIGHWAY 190 AND STATE HIGHWAY 12 OVERPASS IN RAGLEY TO THE MARK
 BK2474'ON THE RIGHT, 20.24 METERS (66.4 FT) WEST OF THE CENTERLINE OF THE
 BK2474'HIGHWAY, 63.52 METERS (208.4 FT) NORTH-NORTHWEST OF THE NORTH END OF A
 BK2474'24-INCH BY 40 FOOT CORRUGATED PIPE, 0.61 METER (2.0 FT) SOUTH OF A
 BK2474'UTILITY POLE, 0.46 METER (1.5 FT) WEST OF A FOUR STRAND BARBED WIRE
 BK2474'FENCE.
 BK2474'THE MARK IS 1.15 METERS  N FROM  A WITNESS POST
 BK2474'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2474
 BK2474                          STATION RECOVERY (2001)
 BK2474
 BK2474'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2474'RECOVERED IN GOOD CONDITION.
 BK2474
 BK2474                          STATION RECOVERY (2002)
 BK2474
 BK2474'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2473 ***********************************************************************
 BK2473  DESIGNATION -  6 V 193
 BK2473  PID         -  BK2473
 BK2473  STATE/COUNTY-  LA/BEAUREGARD
 BK2473  USGS QUAD   -  LONGVILLE (1994)
 BK2473
 BK2473                         *CURRENT SURVEY CONTROL
 BK2473  ___________________________________________________________________
 BK2473* NAD 83(1986)-  30 31 35.     (N)    093 13 59.     (W)     SCALED    
 BK2473* NAVD 88     -        30.648  (meters)     100.55   (feet)  ADJUSTED  
 BK2473  ___________________________________________________________________
 BK2473  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2473  DYNAMIC HT  -          30.608 (meters)     100.42  (feet)  COMP
 BK2473  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BK2473
 BK2473  VERT ORDER  -  FIRST     CLASS II
 BK2473
 BK2473.The horizontal coordinates were scaled from a topographic map and have
 BK2473.an estimated accuracy of +/- 6 seconds.
 BK2473
 BK2473.The orthometric height was determined by differential leveling
 BK2473.and adjusted by the National Geodetic Survey in February 1994..
 BK2473
 BK2473.The geoid height was determined by GEOID03.
 BK2473
 BK2473.The dynamic height is computed by dividing the NAVD 88
 BK2473.geopotential number by the normal gravity value computed on the
 BK2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2473.degrees latitude (g = 980.6199 gals.).
 BK2473
 BK2473.The modeled gravity was interpolated from observed gravity values.
 BK2473
 BK2473;                    North         East    Units  Estimated Accuracy
 BK2473;SPC LA S     -   226,130.      817,690.      MT  (+/- 180 meters Scaled)
 BK2473
 BK2473                          SUPERSEDED SURVEY CONTROL
 BK2473
 BK2473.No superseded survey control is available for this station.
 BK2473
 BK2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776771(NAD 83)
 BK2473_MARKER: DD = SURVEY DISK
 BK2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2473_SP_SET: CONCRETE POST
 BK2473_STAMPING: 6V193 1984
 BK2473_MARK LOGO: LADH  
 BK2473_PROJECTION: FLUSH
 BK2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2473+STABILITY: SURFACE MOTION
 BK2473
 BK2473  HISTORY     - Date     Condition        Report By
 BK2473  HISTORY     - 1984     MONUMENTED       LADTD
 BK2473  HISTORY     - 1984     GOOD             LADTD
 BK2473  HISTORY     - 1986     GOOD             NGS
 BK2473  HISTORY     - 20011125 GOOD             USPSQD
 BK2473
 BK2473                          STATION DESCRIPTION
 BK2473
 BK2473'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2473'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  1.8 KM
 BK2473'(1.2 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE JUNCTION OF U.S.
 BK2473'HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE LEFT IN SECTION
 BK2473'24, T 6 S, R 9 W, 39.8 METERS (130.6 FEET) WEST OF THE CENTERLINE OF
 BK2473'THE HIGHWAY, 25.2 METERS (82.7 FEET) SOUTH OF A PARISH ROAD, 1.3
 BK2473'METERS (4.2 FEET) NORTH OF A FIFTEEN INCH PECAN TREE, 9.0 METERS
 BK2473'(29.6 FEET) SOUTHEAST OF A FORKED SILVER LEAF MAPLE TREE.
 BK2473'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 BK2473'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 BK2473
 BK2473                          STATION RECOVERY (1986)
 BK2473
 BK2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2473'1.9 KM (1.2 MI) NORTH FROM RAGLEY.
 BK2473'1.9 KM (1.2 MI) NORTH ALONG U.S. HIGHWAYS 171 AND 190 AND STATE
 BK2473'HIGHWAY 12 OVERPASS IN RAGLEY TO THE MARK ON THE LEFT, 39.81 METERS
 BK2473'(130.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 25.21 METERS (82.7
 BK2473'FT) SOUTH OF THE CENTER OF WARE ROAD, 9.02 METERS (29.6 FT) SOUTHEAST
 BK2473'OF A FORKED SILVER LEAF MAPLE TREE, 1.28 METERS (4.2 FT) NORTH OF A
 BK2473'15-INCH PECAN TREE.
 BK2473'THE MARK IS 0.97 METERS  E FROM  A WITNESS POST
 BK2473'THE MARK IS 0.10 M ABOVE HIGHWAY.
 BK2473
 BK2473                          STATION RECOVERY (2001)
 BK2473
 BK2473'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2565 ***********************************************************************
 BK2565  DESIGNATION -  6 V 194
 BK2565  PID         -  BK2565
 BK2565  STATE/COUNTY-  LA/BEAUREGARD
 BK2565  USGS QUAD   -  LONGVILLE (1994)
 BK2565
 BK2565                         *CURRENT SURVEY CONTROL
 BK2565  ___________________________________________________________________
 BK2565* NAD 83(1986)-  30 32 37.     (N)    093 13 56.     (W)     SCALED    
 BK2565* NAVD 88     -        30.491  (meters)     100.04   (feet)  ADJUSTED  
 BK2565  ___________________________________________________________________
 BK2565  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2565  DYNAMIC HT  -          30.452 (meters)      99.91  (feet)  COMP
 BK2565  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BK2565
 BK2565  VERT ORDER  -  SECOND    CLASS I
 BK2565
 BK2565.The horizontal coordinates were scaled from a topographic map and have
 BK2565.an estimated accuracy of +/- 6 seconds.
 BK2565
 BK2565.The orthometric height was determined by differential leveling
 BK2565.and adjusted by the National Geodetic Survey in February 1994..
 BK2565
 BK2565.The geoid height was determined by GEOID03.
 BK2565
 BK2565.The dynamic height is computed by dividing the NAVD 88
 BK2565.geopotential number by the normal gravity value computed on the
 BK2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2565.degrees latitude (g = 980.6199 gals.).
 BK2565
 BK2565.The modeled gravity was interpolated from observed gravity values.
 BK2565
 BK2565;                    North         East    Units  Estimated Accuracy
 BK2565;SPC LA S     -   228,040.      817,800.      MT  (+/- 180 meters Scaled)
 BK2565
 BK2565                          SUPERSEDED SURVEY CONTROL
 BK2565
 BK2565.No superseded survey control is available for this station.
 BK2565
 BK2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP777790(NAD 83)
 BK2565_MARKER: DD = SURVEY DISK
 BK2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2565_SP_SET: CONCRETE POST
 BK2565_STAMPING: 6V194 1984
 BK2565_MARK LOGO: LADH  
 BK2565_PROJECTION: FLUSH
 BK2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2565+STABILITY: SURFACE MOTION
 BK2565
 BK2565  HISTORY     - Date     Condition        Report By
 BK2565  HISTORY     - 1984     MONUMENTED       LADTD
 BK2565
 BK2565                          STATION DESCRIPTION
 BK2565
 BK2565'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2565'3.8 KM (2.3 MI) NORTH FROM RAGLEY.
 BK2565'ABOUT 3.8 KM (2.3 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2565'JUNCTION OF U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON
 BK2565'THE RIGHT IN SECTION 18, T 6 S, R 8 W, 16.7 METERS (54.9 FEET) EAST
 BK2565'OF THE CENTERLINE OF THE HIGHWAY, 28.3 METERS (92.9 FEET) NORTH
 BK2565'NORTHEAST OF A POWER ANCHOR POLE, 34.5 METERS (113.3 FEET) NORTHEAST
 BK2565'OF A FENCE CORNER, 29.0 METERS (95.3 FEET) EAST FROM THE SOUTH END OF
 BK2565'AN EIGHTEEN INCH BY TWENTY-ONE FOOT R.C.P. UNDER A DRIVEWAY LEADING
 BK2565'WEST.
 BK2565'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2566 ***********************************************************************
 BK2566  DESIGNATION -  6 V 195
 BK2566  PID         -  BK2566
 BK2566  STATE/COUNTY-  LA/BEAUREGARD
 BK2566  USGS QUAD   -  LONGVILLE (1994)
 BK2566
 BK2566                         *CURRENT SURVEY CONTROL
 BK2566  ___________________________________________________________________
 BK2566* NAD 83(1986)-  30 33 33.     (N)    093 13 58.     (W)     SCALED    
 BK2566* NAVD 88     -        29.638  (meters)      97.24   (feet)  ADJUSTED  
 BK2566  ___________________________________________________________________
 BK2566  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2566  DYNAMIC HT  -          29.599 (meters)      97.11  (feet)  COMP
 BK2566  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BK2566
 BK2566  VERT ORDER  -  SECOND    CLASS I
 BK2566
 BK2566.The horizontal coordinates were scaled from a topographic map and have
 BK2566.an estimated accuracy of +/- 6 seconds.
 BK2566
 BK2566.The orthometric height was determined by differential leveling
 BK2566.and adjusted by the National Geodetic Survey in February 1994..
 BK2566
 BK2566.The geoid height was determined by GEOID03.
 BK2566
 BK2566.The dynamic height is computed by dividing the NAVD 88
 BK2566.geopotential number by the normal gravity value computed on the
 BK2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2566.degrees latitude (g = 980.6199 gals.).
 BK2566
 BK2566.The modeled gravity was interpolated from observed gravity values.
 BK2566
 BK2566;                    North         East    Units  Estimated Accuracy
 BK2566;SPC LA S     -   229,760.      817,780.      MT  (+/- 180 meters Scaled)
 BK2566
 BK2566                          SUPERSEDED SURVEY CONTROL
 BK2566
 BK2566.No superseded survey control is available for this station.
 BK2566
 BK2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776807(NAD 83)
 BK2566_MARKER: DD = SURVEY DISK
 BK2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2566_SP_SET: CONCRETE POST
 BK2566_STAMPING: 6V195 1984
 BK2566_MARK LOGO: LADH  
 BK2566_PROJECTION: FLUSH
 BK2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2566+STABILITY: SURFACE MOTION
 BK2566
 BK2566  HISTORY     - Date     Condition        Report By
 BK2566  HISTORY     - 1984     MONUMENTED       LADTD
 BK2566
 BK2566                          STATION DESCRIPTION
 BK2566
 BK2566'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2566'5.2 KM (3.2 MI) SOUTH FROM LONGVILLE.
 BK2566'ABOUT 5.2 KM (3.2 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2566'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2566'RIGHT IN SECTION 12, T 6 S, R 9 W, 67.8 METERS (222.6 FEET) WEST OF
 BK2566'THE CENTERLINE OF THE HIGHWAY, 5.3 METERS (17.3 FEET) SOUTH OF THE
 BK2566'CENTERLINE OF A GRAVEL ROAD LEADING WEST, 10.9 METERS (35.6 FEET)
 BK2566'SOUTHWEST OF A 14-INCH PINE TREE.  THIS MARK MAY ALSO BE FOUND BY
 BK2566'DRIVING 5.5 KM (3.4 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2566'JUNCTION OF U.S. HIGHWAY 171 AN U.S HIGHWAY 190.
 BK2566'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 BK2566'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2567 ***********************************************************************
 BK2567  DESIGNATION -  6 V 196
 BK2567  PID         -  BK2567
 BK2567  STATE/COUNTY-  LA/BEAUREGARD
 BK2567  USGS QUAD   -  LONGVILLE (1994)
 BK2567
 BK2567                         *CURRENT SURVEY CONTROL
 BK2567  ___________________________________________________________________
 BK2567* NAD 83(1986)-  30 34 33.     (N)    093 13 57.     (W)     SCALED    
 BK2567* NAVD 88     -        32.875  (meters)     107.86   (feet)  ADJUSTED  
 BK2567  ___________________________________________________________________
 BK2567  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2567  DYNAMIC HT  -          32.832 (meters)     107.72  (feet)  COMP
 BK2567  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BK2567
 BK2567  VERT ORDER  -  SECOND    CLASS I
 BK2567
 BK2567.The horizontal coordinates were scaled from a topographic map and have
 BK2567.an estimated accuracy of +/- 6 seconds.
 BK2567
 BK2567.The orthometric height was determined by differential leveling
 BK2567.and adjusted by the National Geodetic Survey in February 1994..
 BK2567
 BK2567.The geoid height was determined by GEOID03.
 BK2567
 BK2567.The dynamic height is computed by dividing the NAVD 88
 BK2567.geopotential number by the normal gravity value computed on the
 BK2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2567.degrees latitude (g = 980.6199 gals.).
 BK2567
 BK2567.The modeled gravity was interpolated from observed gravity values.
 BK2567
 BK2567;                    North         East    Units  Estimated Accuracy
 BK2567;SPC LA S     -   231,610.      817,840.      MT  (+/- 180 meters Scaled)
 BK2567
 BK2567                          SUPERSEDED SURVEY CONTROL
 BK2567
 BK2567.No superseded survey control is available for this station.
 BK2567
 BK2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP777826(NAD 83)
 BK2567_MARKER: DD = SURVEY DISK
 BK2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2567_SP_SET: CONCRETE POST
 BK2567_STAMPING: 6V196 1984
 BK2567_MARK LOGO: LADH  
 BK2567_PROJECTION: FLUSH
 BK2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2567+STABILITY: SURFACE MOTION
 BK2567
 BK2567  HISTORY     - Date     Condition        Report By
 BK2567  HISTORY     - 1984     MONUMENTED       LADTD
 BK2567  HISTORY     - 20011125 GOOD             USPSQD
 BK2567
 BK2567                          STATION DESCRIPTION
 BK2567
 BK2567'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2567'3.4 KM (2.1 MI) SOUTH FROM LONGVILLE.
 BK2567'ABOUT 3.4 KM (2.1 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2567'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2567'RIGHT IN SECTION 1, T 6 S, R 9 W, 28.0 METERS (91.9 FEET) WEST OF THE
 BK2567'CENTERLINE OF THE HIGHWAY, 0.9 METER (3.1 FEET) SOUTH OF A POWER POLE
 BK2567'12.3 METERS (40.2 FEET) NORTHEAST OF A FORKED PECAN TREE, 5.9 METERS
 BK2567'(19.2 FEET) NORTH NORTHEAST OF A SMALL POWER POLE.
 BK2567'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 BK2567'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 BK2567
 BK2567                          STATION RECOVERY (2001)
 BK2567
 BK2567'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2568 ***********************************************************************
 BK2568  DESIGNATION -  6 V 197
 BK2568  PID         -  BK2568
 BK2568  STATE/COUNTY-  LA/BEAUREGARD
 BK2568  USGS QUAD   -  LONGVILLE (1994)
 BK2568
 BK2568                         *CURRENT SURVEY CONTROL
 BK2568  ___________________________________________________________________
 BK2568* NAD 83(1986)-  30 35 34.     (N)    093 13 55.     (W)     SCALED    
 BK2568* NAVD 88     -        31.633  (meters)     103.78   (feet)  ADJUSTED  
 BK2568  ___________________________________________________________________
 BK2568  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK2568  DYNAMIC HT  -          31.592 (meters)     103.65  (feet)  COMP
 BK2568  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BK2568
 BK2568  VERT ORDER  -  SECOND    CLASS I
 BK2568
 BK2568.The horizontal coordinates were scaled from a topographic map and have
 BK2568.an estimated accuracy of +/- 6 seconds.
 BK2568
 BK2568.The orthometric height was determined by differential leveling
 BK2568.and adjusted by the National Geodetic Survey in February 1994..
 BK2568
 BK2568.The geoid height was determined by GEOID03.
 BK2568
 BK2568.The dynamic height is computed by dividing the NAVD 88
 BK2568.geopotential number by the normal gravity value computed on the
 BK2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2568.degrees latitude (g = 980.6199 gals.).
 BK2568
 BK2568.The modeled gravity was interpolated from observed gravity values.
 BK2568
 BK2568;                    North         East    Units  Estimated Accuracy
 BK2568;SPC LA S     -   233,490.      817,920.      MT  (+/- 180 meters Scaled)
 BK2568
 BK2568                          SUPERSEDED SURVEY CONTROL
 BK2568
 BK2568.No superseded survey control is available for this station.
 BK2568
 BK2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP777844(NAD 83)
 BK2568_MARKER: DD = SURVEY DISK
 BK2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2568_SP_SET: CONCRETE POST
 BK2568_STAMPING: 6V197 1984
 BK2568_MARK LOGO: LADH  
 BK2568_PROJECTION: FLUSH
 BK2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2568+STABILITY: SURFACE MOTION
 BK2568
 BK2568  HISTORY     - Date     Condition        Report By
 BK2568  HISTORY     - 1984     MONUMENTED       LADTD
 BK2568  HISTORY     - 20011125 GOOD             USPSQD
 BK2568
 BK2568                          STATION DESCRIPTION
 BK2568
 BK2568'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2568'1.4 KM (0.9 MI) SOUTH FROM LONGVILLE.
 BK2568'1.4 KM (0.9 MILE) SOUTH ALONG U.S. HIGHWAY 171 FROM THE JUNCTION OF
 BK2568'U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE RIGHT IN
 BK2568'SECTION 30, T 5 S, R 8 W, 27.2 METERS (89.4 FEET) WEST OF THE CENTER
 BK2568'LINE OF THE HIGHWAY, 1.0 METER (3.4 FEET) SOUTH OF A POWERPOLE, 34.9
 BK2568'METERS (114.5 FEET) SOUTHWEST OF THE SOUTH END OF AN 18-INCH R.C.P.
 BK2568'SIDE DRAIN WEST OF THE HIGHWAY.
 BK2568'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 BK2568'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 BK2568
 BK2568                          STATION RECOVERY (2001)
 BK2568
 BK2568'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2569 ***********************************************************************
 BK2569  DESIGNATION -  6 V 198
 BK2569  PID         -  BK2569
 BK2569  STATE/COUNTY-  LA/BEAUREGARD
 BK2569  USGS QUAD   -  LONGVILLE (1994)
 BK2569
 BK2569                         *CURRENT SURVEY CONTROL
 BK2569  ___________________________________________________________________
 BK2569* NAD 83(1986)-  30 36 23.     (N)    093 13 58.     (W)     SCALED    
 BK2569* NAVD 88     -        40.952  (meters)     134.36   (feet)  ADJUSTED  
 BK2569  ___________________________________________________________________
 BK2569  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2569  DYNAMIC HT  -          40.899 (meters)     134.18  (feet)  COMP
 BK2569  MODELED GRAV-     979,354.7   (mgal)                       NAVD 88
 BK2569
 BK2569  VERT ORDER  -  SECOND    CLASS I
 BK2569
 BK2569.The horizontal coordinates were scaled from a topographic map and have
 BK2569.an estimated accuracy of +/- 6 seconds.
 BK2569
 BK2569.The orthometric height was determined by differential leveling
 BK2569.and adjusted by the National Geodetic Survey in February 1994..
 BK2569
 BK2569.The geoid height was determined by GEOID03.
 BK2569
 BK2569.The dynamic height is computed by dividing the NAVD 88
 BK2569.geopotential number by the normal gravity value computed on the
 BK2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2569.degrees latitude (g = 980.6199 gals.).
 BK2569
 BK2569.The modeled gravity was interpolated from observed gravity values.
 BK2569
 BK2569;                    North         East    Units  Estimated Accuracy
 BK2569;SPC LA S     -   235,000.      817,870.      MT  (+/- 180 meters Scaled)
 BK2569
 BK2569                          SUPERSEDED SURVEY CONTROL
 BK2569
 BK2569.No superseded survey control is available for this station.
 BK2569
 BK2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776860(NAD 83)
 BK2569_MARKER: DD = SURVEY DISK
 BK2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2569_SP_SET: CONCRETE POST
 BK2569_STAMPING: 6V198 1984
 BK2569_MARK LOGO: LADH  
 BK2569_PROJECTION: FLUSH
 BK2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2569+STABILITY: SURFACE MOTION
 BK2569
 BK2569  HISTORY     - Date     Condition        Report By
 BK2569  HISTORY     - 1984     MONUMENTED       LADTD
 BK2569  HISTORY     - 20011125 GOOD             USPSQD
 BK2569
 BK2569                          STATION DESCRIPTION
 BK2569
 BK2569'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2569'0.2 KM (0.1 MI) NORTH FROM LONGVILLE.
 BK2569'ABOUT 0.2 KM (0.1 MILE) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2569'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2569'LEFT IN SECTION 25, T 5 S, R 9 W, 22.3 METERS (73.2 FEET) WEST OF THE
 BK2569'CENTER LINE OF THE HIGHWAY, 1.0 METER (3.4 FEET) SOUTH OF A POWER
 BK2569'POLE, 32.6 METERS (106.9 FEET) WEST OF A R/W MARKER (LDH) ON THE EAST
 BK2569'SIDE OF THE HIGHWAY.
 BK2569'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 BK2569'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BK2569
 BK2569                          STATION RECOVERY (2001)
 BK2569
 BK2569'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2570 ***********************************************************************
 BK2570  DESIGNATION -  6 V 199
 BK2570  PID         -  BK2570
 BK2570  STATE/COUNTY-  LA/BEAUREGARD
 BK2570  USGS QUAD   -  LONGVILLE (1994)
 BK2570
 BK2570                         *CURRENT SURVEY CONTROL
 BK2570  ___________________________________________________________________
 BK2570* NAD 83(1986)-  30 37 22.     (N)    093 13 58.     (W)     SCALED    
 BK2570* NAVD 88     -        39.147  (meters)     128.43   (feet)  ADJUSTED  
 BK2570  ___________________________________________________________________
 BK2570  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2570  DYNAMIC HT  -          39.096 (meters)     128.27  (feet)  COMP
 BK2570  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BK2570
 BK2570  VERT ORDER  -  SECOND    CLASS I
 BK2570
 BK2570.The horizontal coordinates were scaled from a topographic map and have
 BK2570.an estimated accuracy of +/- 6 seconds.
 BK2570
 BK2570.The orthometric height was determined by differential leveling
 BK2570.and adjusted by the National Geodetic Survey in February 1994..
 BK2570
 BK2570.The geoid height was determined by GEOID03.
 BK2570
 BK2570.The dynamic height is computed by dividing the NAVD 88
 BK2570.geopotential number by the normal gravity value computed on the
 BK2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2570.degrees latitude (g = 980.6199 gals.).
 BK2570
 BK2570.The modeled gravity was interpolated from observed gravity values.
 BK2570
 BK2570;                    North         East    Units  Estimated Accuracy
 BK2570;SPC LA S     -   236,810.      817,900.      MT  (+/- 180 meters Scaled)
 BK2570
 BK2570                          SUPERSEDED SURVEY CONTROL
 BK2570
 BK2570.No superseded survey control is available for this station.
 BK2570
 BK2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776878(NAD 83)
 BK2570_MARKER: DB = BENCH MARK DISK
 BK2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2570_SP_SET: CONCRETE POST
 BK2570_STAMPING: 6V199 1984
 BK2570_MARK LOGO: LADH  
 BK2570_PROJECTION: FLUSH
 BK2570_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2570+STABILITY: SURFACE MOTION
 BK2570
 BK2570  HISTORY     - Date     Condition        Report By
 BK2570  HISTORY     - 1984     MONUMENTED       LADTD
 BK2570  HISTORY     - 19890920 GOOD             LADTD
 BK2570
 BK2570                          STATION DESCRIPTION
 BK2570
 BK2570'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2570'1.8 KM (1.2 MI) NORTH FROM LONGVILLE.
 BK2570'ABOUT 1.8 KM (1.2 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2570'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2570'LEFT IN SECTION 13, T 5 S, R 9 W, 27.4 METERS (89.8 FEET) WEST OF THE
 BK2570'CENTERLINE OF THE HIGHWAY, 1.2 METERS (3.9 FEET) SOUTH OF A POWER
 BK2570'POLE 31.4 METERS (103.0 FEET) SOUTHWEST OF THE CENTER OF A DRY RAMP
 BK2570'ON THE WEST SIDE OF THE HIGHWAY.
 BK2570'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 BK2570'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2570
 BK2570                          STATION RECOVERY (1989)
 BK2570
 BK2570'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2570'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) SOUTHEAST OF DERIDDER
 BK2570'AND 1.9 KM (1.20 MI) NORTH OF LONGVILLE.  OWNERSHIP--LOUISIANA
 BK2570'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BK2570'FROM THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 110 IN
 BK2570'LONGVILLE, GO NORTH FOR 1.9 KM (1.20 MI) ON HIGHWAY 171 TO THE MARK ON
 BK2570'THE LEFT SET IN SECTION 13, T 5 S, R 9 W. THE STATION IS 31.4 M (103.0
 BK2570'FT) SOUTHWEST FROM THE CENTER OF A DRY RAMP ON THE WEST SIDE OF THE
 BK2570'HIGHWAY, 27.4 M (89.9 FT) WEST FROM THE CENTER OF THE HIGHWAY, 1.2 M
 BK2570'(3.9 FT) SOUTH FROM A POWER POLE AND 0.9 M (3.0 FT) NORTHEAST FROM A
 BK2570'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BK2570'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2571 ***********************************************************************
 BK2571  DESIGNATION -  6 V 200
 BK2571  PID         -  BK2571
 BK2571  STATE/COUNTY-  LA/BEAUREGARD
 BK2571  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2571
 BK2571                         *CURRENT SURVEY CONTROL
 BK2571  ___________________________________________________________________
 BK2571* NAD 83(1986)-  30 38 26.     (N)    093 13 59.     (W)     SCALED    
 BK2571* NAVD 88     -        39.176  (meters)     128.53   (feet)  ADJUSTED  
 BK2571  ___________________________________________________________________
 BK2571  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2571  DYNAMIC HT  -          39.126 (meters)     128.37  (feet)  COMP
 BK2571  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BK2571
 BK2571  VERT ORDER  -  SECOND    CLASS I
 BK2571
 BK2571.The horizontal coordinates were scaled from a topographic map and have
 BK2571.an estimated accuracy of +/- 6 seconds.
 BK2571
 BK2571.The orthometric height was determined by differential leveling
 BK2571.and adjusted by the National Geodetic Survey in February 1994..
 BK2571
 BK2571.The geoid height was determined by GEOID03.
 BK2571
 BK2571.The dynamic height is computed by dividing the NAVD 88
 BK2571.geopotential number by the normal gravity value computed on the
 BK2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2571.degrees latitude (g = 980.6199 gals.).
 BK2571
 BK2571.The modeled gravity was interpolated from observed gravity values.
 BK2571
 BK2571;                    North         East    Units  Estimated Accuracy
 BK2571;SPC LA S     -   238,780.      817,900.      MT  (+/- 180 meters Scaled)
 BK2571
 BK2571                          SUPERSEDED SURVEY CONTROL
 BK2571
 BK2571.No superseded survey control is available for this station.
 BK2571
 BK2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776897(NAD 83)
 BK2571_MARKER: DB = BENCH MARK DISK
 BK2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2571_SP_SET: CONCRETE POST
 BK2571_STAMPING: 6V200 1984
 BK2571_MARK LOGO: LADH  
 BK2571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2571+STABILITY: SURFACE MOTION
 BK2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2571+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2002
 BK2571
 BK2571  HISTORY     - Date     Condition        Report By
 BK2571  HISTORY     - 1984     MONUMENTED       LADTD
 BK2571  HISTORY     - 19890920 GOOD             LADTD
 BK2571  HISTORY     - 20020406 GOOD             USPSQD
 BK2571
 BK2571                          STATION DESCRIPTION
 BK2571
 BK2571'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2571'3.8 KM (2.4 MI) NORTH FROM LONGVILLE.
 BK2571'ABOUT 3.8 KM (2.4 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2571'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2571'LEFT IN SECTION 12, T 5 S, R 9 W, 20.0 METERS (65.6 FEET) WEST OF THE
 BK2571'CENTERLINE OF THE HIGHWAY, 1.2 METERS (4.0 FEET) SOUTHEAST OF A POWER
 BK2571'POLE, 1.0 METER (3.3 FEET) EAST OF A MESH AND BARBED WIRE FENCE.
 BK2571'THE MARK IS 1.3 METERS  NNE FROM A WITNESS POST.
 BK2571'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BK2571
 BK2571                          STATION RECOVERY (1989)
 BK2571
 BK2571'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2571'THE STATION IS LOCATED ABOUT 19.8 KM (12.30 MI) SOUTHEAST OF DERIDDER
 BK2571'AND 3.9 KM (2.40 MI) NORTH OF LONGVILLE.  OWNERSHIP--LOUISIANA
 BK2571'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 BK2571'OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 110 IN LONGVILLE, GO NORTH FOR
 BK2571'3.9 KM (2.40 MI) ON HIGHWAY 171 TO THE MARK ON THE LEFT SET IN SECTION
 BK2571'12, T 5 S, R 9 W. THE STATION IS 20.0 M (65.6 FT) WEST FROM THE CENTER
 BK2571'OF THE HIGHWAY, 1.2 M (3.9 FT) SOUTHEAST FROM A POWER POLE, 1.2 M (3.9
 BK2571'FT) NORTHEAST FROM A WITNESS POST AND 1.0 M (3.3 FT) EAST FROM A MESH
 BK2571'AND BARBED WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 BK2571'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BK2571
 BK2571                          STATION RECOVERY (2002)
 BK2571
 BK2571'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK2571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2572 ***********************************************************************
 BK2572  DESIGNATION -  6 V 201
 BK2572  PID         -  BK2572
 BK2572  STATE/COUNTY-  LA/BEAUREGARD
 BK2572  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2572
 BK2572                         *CURRENT SURVEY CONTROL
 BK2572  ___________________________________________________________________
 BK2572* NAD 83(1986)-  30 39 25.     (N)    093 13 55.     (W)     SCALED    
 BK2572* NAVD 88     -        43.989  (meters)     144.32   (feet)  ADJUSTED  
 BK2572  ___________________________________________________________________
 BK2572  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK2572  DYNAMIC HT  -          43.932 (meters)     144.13  (feet)  COMP
 BK2572  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 BK2572
 BK2572  VERT ORDER  -  SECOND    CLASS I
 BK2572
 BK2572.The horizontal coordinates were scaled from a topographic map and have
 BK2572.an estimated accuracy of +/- 6 seconds.
 BK2572
 BK2572.The orthometric height was determined by differential leveling
 BK2572.and adjusted by the National Geodetic Survey in February 1994..
 BK2572
 BK2572.The geoid height was determined by GEOID03.
 BK2572
 BK2572.The dynamic height is computed by dividing the NAVD 88
 BK2572.geopotential number by the normal gravity value computed on the
 BK2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2572.degrees latitude (g = 980.6199 gals.).
 BK2572
 BK2572.The modeled gravity was interpolated from observed gravity values.
 BK2572
 BK2572;                    North         East    Units  Estimated Accuracy
 BK2572;SPC LA S     -   240,600.      818,040.      MT  (+/- 180 meters Scaled)
 BK2572
 BK2572                          SUPERSEDED SURVEY CONTROL
 BK2572
 BK2572.No superseded survey control is available for this station.
 BK2572
 BK2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP777916(NAD 83)
 BK2572_MARKER: DB = BENCH MARK DISK
 BK2572_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BK2572+WITH SETTING: PAVEMENT
 BK2572_SP_SET: MAT FOUNDATION
 BK2572_STAMPING: 6V201 1984
 BK2572_MARK LOGO: LADH  
 BK2572_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2572+STABILITY: SURFACE MOTION
 BK2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2572+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2004
 BK2572
 BK2572  HISTORY     - Date     Condition        Report By
 BK2572  HISTORY     - 1984     MONUMENTED       LADTD
 BK2572  HISTORY     - 19890920 GOOD             LADTD
 BK2572  HISTORY     - 20040117 GOOD             USPSQD
 BK2572
 BK2572                          STATION DESCRIPTION
 BK2572
 BK2572'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2572'5.7 KM (3.6 MI) NORTH FROM LONGVILLE.
 BK2572'ABOUT 5.7 KM (3.6 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2572'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2572'RIGHT IN SECTION 6, T 5 S, R 8 W, 24.4 METERS (80.2 FEET) EAST OF THE
 BK2572'CENTERLINE OF THE HIGHWAY, IN THE NORTHWEST FOOTING OF THE LONGVILLE
 BK2572'FIRE TOWER, 8.1 METERS (26.5 FEET) EAST OF A MESH AND BARBED WIRE
 BK2572'FENCE, 10.4 METERS (34.1 FEET) NORTHEAST OF A POWERPOLE, 8.0 METERS
 BK2572'(26.2 FEET) SOUTHWEST OF A 22-INCH PINE TREE.
 BK2572'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BK2572
 BK2572                          STATION RECOVERY (1989)
 BK2572
 BK2572'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2572'THE STATION IS LOCATED ABOUT 17.9 KM (11.10 MI) SOUTHEAST OF DERIDDER
 BK2572'AND 5.7 KM (3.55 MI) NORTH OF LONGVILLE.  OWNERSHIP--U.S. GOVERMENT.
 BK2572'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE
 BK2572'HIGHWAY 110 IN LONGVILLE, GO NORTH FOR ABOUT 5.7 KM (3.55 MI) TO THE
 BK2572'MARK ON THE RIGHT, SET IN SECTION 6, T 5 S, R 8 W. THE STATION IS 24.4
 BK2572'M (80.1 FT) EAST FROM THE CENTER OF THE HIGHWAY, 10.4 M (34.1 FT)
 BK2572'NORTHEAST FROM A POWER POLE, 8.2 M (26.9 FT) EAST FROM A WITNESS POST,
 BK2572'8.1 M (26.6 FT) EAST FROM A MESH AND BARBED WIRE FENCE AND 8.0 M (26.2
 BK2572'FT) SOUTHWEST FROM A 61 CM (24 IN) PINE TREE. THE MARK ABOUT 0.3 M
 BK2572'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BK2572
 BK2572                          STATION RECOVERY (2004)
 BK2572
 BK2572'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK2572'MARKER WILL SOON BE DESTROYED DUE TO HWY 171 FOUR LANE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2573 ***********************************************************************
 BK2573  DESIGNATION -  6 V 202
 BK2573  PID         -  BK2573
 BK2573  STATE/COUNTY-  LA/BEAUREGARD
 BK2573  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2573
 BK2573                         *CURRENT SURVEY CONTROL
 BK2573  ___________________________________________________________________
 BK2573* NAD 83(1986)-  30 40 17.     (N)    093 14 03.     (W)     SCALED    
 BK2573* NAVD 88     -        38.523  (meters)     126.39   (feet)  ADJUSTED  
 BK2573  ___________________________________________________________________
 BK2573  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK2573  DYNAMIC HT  -          38.473 (meters)     126.22  (feet)  COMP
 BK2573  MODELED GRAV-     979,359.9   (mgal)                       NAVD 88
 BK2573
 BK2573  VERT ORDER  -  SECOND    CLASS I
 BK2573
 BK2573.The horizontal coordinates were scaled from a topographic map and have
 BK2573.an estimated accuracy of +/- 6 seconds.
 BK2573
 BK2573.The orthometric height was determined by differential leveling
 BK2573.and adjusted by the National Geodetic Survey in February 1994..
 BK2573
 BK2573.The geoid height was determined by GEOID03.
 BK2573
 BK2573.The dynamic height is computed by dividing the NAVD 88
 BK2573.geopotential number by the normal gravity value computed on the
 BK2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2573.degrees latitude (g = 980.6199 gals.).
 BK2573
 BK2573.The modeled gravity was interpolated from observed gravity values.
 BK2573
 BK2573;                    North         East    Units  Estimated Accuracy
 BK2573;SPC LA S     -   242,200.      817,850.      MT  (+/- 180 meters Scaled)
 BK2573
 BK2573                          SUPERSEDED SURVEY CONTROL
 BK2573
 BK2573.No superseded survey control is available for this station.
 BK2573
 BK2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP775932(NAD 83)
 BK2573_MARKER: DB = BENCH MARK DISK
 BK2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2573_SP_SET: CONCRETE POST
 BK2573_STAMPING: 6V202 1984
 BK2573_MARK LOGO: LADH  
 BK2573_PROJECTION: FLUSH
 BK2573_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2573+STABILITY: SURFACE MOTION
 BK2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2573+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2573
 BK2573  HISTORY     - Date     Condition        Report By
 BK2573  HISTORY     - 1984     MONUMENTED       LADTD
 BK2573  HISTORY     - 19890920 GOOD             LADTD
 BK2573
 BK2573                          STATION DESCRIPTION
 BK2573
 BK2573'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2573'7.5 KM (4.6 MI) NORTH FROM LONGVILLE.
 BK2573'ABOUT 7.5 KM (4.6 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2573'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2573'LEFT IN SECTION 36, T 4 S, R 9 W, 76.2 METERS (250.0 FEET) WEST OF
 BK2573'THE CENTERLINE OF THE HIGHWAY, 0.9 METERS (2.8 FEET) SOUTH SOUTHEAST
 BK2573'OF A POWERPOLE, 64.8 METERS (212.7 FEET) WEST SOUTHWEST OF THE NORTH
 BK2573'END OF AN 18-INCH BY 24-FOOT R.C.P SIDEDRAIN ON THE WEST SIDE OF THE
 BK2573'HIGHWAY.
 BK2573'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 BK2573'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 BK2573
 BK2573                          STATION RECOVERY (1989)
 BK2573
 BK2573'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2573'THE STATION IS LOCATED ABOUT 16.3 KM (10.10 MI) SOUTHEAST OF DERIDDER
 BK2573'AND 7.5 KM (4.65 MI) NORTH OF LONGVILLE.  OWNERSHIP--UNKNOWN. TO REACH
 BK2573'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY
 BK2573'110 IN LONGVILLE, GO NORTH FOR 7.5 KM (4.65 MI) ON HIGHWAY 171 TO THE
 BK2573'MARK ON THE LEFT SET IN SECTION 36, T 4 S, R 9 W. THE STATION IS 76.2
 BK2573'M (250.0 FT) WEST FROM THE CENTER OF THE HIGHWAY, 64.8 M (212.6 FT)
 BK2573'WEST-SOUTHWEST FROM THE NORTH END OF AN 18 BY 24 INCH SIDE DRAIN, 0.9
 BK2573'M (3.0 FT) SOUTH-SOUTHEAST FROM A POWER POLE AND 0.9 M (3.0 FT) EAST
 BK2573'FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.3
 BK2573'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2575 ***********************************************************************
 BK2575  DESIGNATION -  6 V 203
 BK2575  PID         -  BK2575
 BK2575  STATE/COUNTY-  LA/BEAUREGARD
 BK2575  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2575
 BK2575                         *CURRENT SURVEY CONTROL
 BK2575  ___________________________________________________________________
 BK2575* NAD 83(1986)-  30 41 14.     (N)    093 14 12.     (W)     SCALED    
 BK2575* NAVD 88     -        37.502  (meters)     123.04   (feet)  ADJUSTED  
 BK2575  ___________________________________________________________________
 BK2575  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2575  DYNAMIC HT  -          37.454 (meters)     122.88  (feet)  COMP
 BK2575  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 BK2575
 BK2575  VERT ORDER  -  SECOND    CLASS I
 BK2575
 BK2575.The horizontal coordinates were scaled from a topographic map and have
 BK2575.an estimated accuracy of +/- 6 seconds.
 BK2575
 BK2575.The orthometric height was determined by differential leveling
 BK2575.and adjusted by the National Geodetic Survey in February 1994..
 BK2575
 BK2575.The geoid height was determined by GEOID03.
 BK2575
 BK2575.The dynamic height is computed by dividing the NAVD 88
 BK2575.geopotential number by the normal gravity value computed on the
 BK2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2575.degrees latitude (g = 980.6199 gals.).
 BK2575
 BK2575.The modeled gravity was interpolated from observed gravity values.
 BK2575
 BK2575;                    North         East    Units  Estimated Accuracy
 BK2575;SPC LA S     -   243,960.      817,640.      MT  (+/- 180 meters Scaled)
 BK2575
 BK2575                          SUPERSEDED SURVEY CONTROL
 BK2575
 BK2575.No superseded survey control is available for this station.
 BK2575
 BK2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP773949(NAD 83)
 BK2575_MARKER: DB = BENCH MARK DISK
 BK2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2575_SP_SET: CONCRETE POST
 BK2575_STAMPING: 6V203 1984
 BK2575_MARK LOGO: LADH  
 BK2575_PROJECTION: FLUSH
 BK2575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2575+STABILITY: SURFACE MOTION
 BK2575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2575+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2575
 BK2575  HISTORY     - Date     Condition        Report By
 BK2575  HISTORY     - 1984     MONUMENTED       LADTD
 BK2575  HISTORY     - 19890920 GOOD             LADTD
 BK2575
 BK2575                          STATION DESCRIPTION
 BK2575
 BK2575'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2575'9.2 KM (5.8 MI) NORTH FROM LONGVILLE.
 BK2575'ABOUT 9.3 KM (5.8 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2575'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2575'RIGHT IN SECTION 25, T 4 S, R 9 W, 14.4 METERS (47.4 FEET) EAST OF
 BK2575'THE CENTERLINE OF THE HIGHWAY, 2.4 METERS (8.0 FEET) NORTH NORTHWEST
 BK2575'OF A TWENTY-INCH PINE TREE, 8.4 METERS (27.8 FEET) NORTH NORTHEAST OF
 BK2575'AN 18-INCH BY 16-FOOT R.C.P SIDEDRAIN, 11.2 METERS (36.7 FEET) SOUTH
 BK2575'SOUTHEAST OF THE NORTH END OF A 15-INCH BY 17-FOOT R.C.P. SIDEDRAIN
 BK2575'FOR A DRIVEWAY LEADING EAST.
 BK2575'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BK2575
 BK2575                          STATION RECOVERY (1989)
 BK2575
 BK2575'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2575'THE STATION IS LOCATED ABOUT 14.3 KM (8.90 MI) SOUTHEAST OD DERIDDER
 BK2575'AND 9.3 KM (5.75 MI) NORTH OF LONGVILLE.  OWNERSHIP--LOUISIANA
 BK2575'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BK2575'FROM THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 110 IN
 BK2575'LONGVILLE, GO NORTH FOR 9.3 KM (5.75 MI) 0N HIGHWAY 171 TO THE MARK ON
 BK2575'THE RIGHT SET IN SECTION 25, T 4 S, R 9 W. THE STATION IS 14.4 M (47.2
 BK2575'FT) EAST FROM THE CENTER OF THE HIGHWAY, 11.2 M (36.7 FT)
 BK2575'SOUTH-SOUTHEAST FROM THE NORTH END OF A SIDE DRAIN, 16.1 KM (10.00 MI)
 BK2575'WEST FROM A WITNESS POST AND 2.4 M (7.9 FT) NORTH-NORTHWEST FROM A
 BK2575'50.8 CM (20 IN) PINE TREE.  THE MARK IS RECESSED 7.6 CM (3 IN) BELOW
 BK2575'THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2577 ***********************************************************************
 BK2577  DESIGNATION -  6 V 204
 BK2577  PID         -  BK2577
 BK2577  STATE/COUNTY-  LA/BEAUREGARD
 BK2577  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2577
 BK2577                         *CURRENT SURVEY CONTROL
 BK2577  ___________________________________________________________________
 BK2577* NAD 83(1986)-  30 42 57.     (N)    093 14 17.     (W)     SCALED    
 BK2577* NAVD 88     -        44.611  (meters)     146.36   (feet)  ADJUSTED  
 BK2577  ___________________________________________________________________
 BK2577  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2577  DYNAMIC HT  -          44.554 (meters)     146.17  (feet)  COMP
 BK2577  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 BK2577
 BK2577  VERT ORDER  -  SECOND    CLASS I
 BK2577
 BK2577.The horizontal coordinates were scaled from a topographic map and have
 BK2577.an estimated accuracy of +/- 6 seconds.
 BK2577
 BK2577.The orthometric height was determined by differential leveling
 BK2577.and adjusted by the National Geodetic Survey in February 1994..
 BK2577
 BK2577.The geoid height was determined by GEOID03.
 BK2577
 BK2577.The dynamic height is computed by dividing the NAVD 88
 BK2577.geopotential number by the normal gravity value computed on the
 BK2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2577.degrees latitude (g = 980.6199 gals.).
 BK2577
 BK2577.The modeled gravity was interpolated from observed gravity values.
 BK2577
 BK2577;                    North         East    Units  Estimated Accuracy
 BK2577;SPC LA S     -   247,140.      817,560.      MT  (+/- 180 meters Scaled)
 BK2577
 BK2577                          SUPERSEDED SURVEY CONTROL
 BK2577
 BK2577.No superseded survey control is available for this station.
 BK2577
 BK2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP772981(NAD 83)
 BK2577_MARKER: DB = BENCH MARK DISK
 BK2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2577_SP_SET: CONCRETE POST
 BK2577_STAMPING: 6V204 1984
 BK2577_MARK LOGO: LADH  
 BK2577_PROJECTION: FLUSH
 BK2577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2577+STABILITY: SURFACE MOTION
 BK2577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2577+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2577
 BK2577  HISTORY     - Date     Condition        Report By
 BK2577  HISTORY     - 1984     MONUMENTED       LADTD
 BK2577  HISTORY     - 19890920 GOOD             LADTD
 BK2577  HISTORY     - 20011125 GOOD             USPSQD
 BK2577
 BK2577                          STATION DESCRIPTION
 BK2577
 BK2577'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2577'12.5 KM (7.8 MI) NORTH FROM LONGVILLE.
 BK2577'ABOUT 12.5 KM (7.8 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2577'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2577'LEFT IN SECTION 13, T 4 S, R 9 W, 102.6 METERS (336.5 FEET) WEST OF
 BK2577'THE CENTERLINE OF THE HIGHWAY, 10.3 METERS (33.8 FEET) NORTH OF AN
 BK2577'ASPHALT ROAD (OAK LANE) LEADING WEST TO THE JESSE HEAD RESIDENCE, 0.9
 BK2577'METERS (3.0 FEET) EAST OF A POWERPOLE, 19.8 METERS (65.1 FEET) NORTH
 BK2577'OF AN 18-INCH LIVE OAK TREE.
 BK2577'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 BK2577'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 BK2577
 BK2577                          STATION RECOVERY (1989)
 BK2577
 BK2577'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2577'THE STATION IS LOCATED ABOUT 12.7 KM (7.90 MI) SOUTHEAST FROM DERIDDER
 BK2577'AND 12.5 KM (7.75 MI) NORTH OF LONGVILLE. OWNERSHIP--UNKNOWN. TO REACH
 BK2577'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWY
 BK2577'110 IN LONGVILLE, GO NORTH FOR 12.5 KM (7.75 MI) ON HIGHWAY 171 TO THE
 BK2577'MARK ON THE LEFT SET IN SECTION 13, T 4 S, R 9 W. THE STATION IS 102.6
 BK2577'M (336.6 FT) WEST FROM THE CENTER OF THE HIGHWAY, 19.8 M (65.0 FT)
 BK2577'NORTH FROM A 50.8 CM (20 IN) LIVE OAK TREE, 10.3 M (33.8 FT) NORTH
 BK2577'FROM THE CENTER OF AN ASPHALT ROAD LEADING WEST, 0.9 M (3.0 FT) EAST
 BK2577'FROM A POWER POLE AND 0.6 M (2.0 FT) EAST FROM A WITNESS POST.  THE
 BK2577'MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ASPHALT ROAD.
 BK2577
 BK2577                          STATION RECOVERY (2001)
 BK2577
 BK2577'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2578 ***********************************************************************
 BK2578  DESIGNATION -  6 V 205
 BK2578  PID         -  BK2578
 BK2578  STATE/COUNTY-  LA/BEAUREGARD
 BK2578  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2578
 BK2578                         *CURRENT SURVEY CONTROL
 BK2578  ___________________________________________________________________
 BK2578* NAD 83(1986)-  30 43 54.     (N)    093 14 14.     (W)     SCALED    
 BK2578* NAVD 88     -        47.046  (meters)     154.35   (feet)  ADJUSTED  
 BK2578  ___________________________________________________________________
 BK2578  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK2578  DYNAMIC HT  -          46.986 (meters)     154.15  (feet)  COMP
 BK2578  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 BK2578
 BK2578  VERT ORDER  -  SECOND    CLASS I
 BK2578
 BK2578.The horizontal coordinates were scaled from a topographic map and have
 BK2578.an estimated accuracy of +/- 6 seconds.
 BK2578
 BK2578.The orthometric height was determined by differential leveling
 BK2578.and adjusted by the National Geodetic Survey in February 1994..
 BK2578
 BK2578.The geoid height was determined by GEOID03.
 BK2578
 BK2578.The dynamic height is computed by dividing the NAVD 88
 BK2578.geopotential number by the normal gravity value computed on the
 BK2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2578.degrees latitude (g = 980.6199 gals.).
 BK2578
 BK2578.The modeled gravity was interpolated from observed gravity values.
 BK2578
 BK2578;                    North         East    Units  Estimated Accuracy
 BK2578;SPC LA S     -   248,890.      817,670.      MT  (+/- 180 meters Scaled)
 BK2578
 BK2578                          SUPERSEDED SURVEY CONTROL
 BK2578
 BK2578.No superseded survey control is available for this station.
 BK2578
 BK2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP772998(NAD 83)
 BK2578_MARKER: DB = BENCH MARK DISK
 BK2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2578_SP_SET: CONCRETE POST
 BK2578_STAMPING: 6V205 1984
 BK2578_MARK LOGO: LADH  
 BK2578_PROJECTION: FLUSH
 BK2578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2578+STABILITY: SURFACE MOTION
 BK2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2578+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2578
 BK2578  HISTORY     - Date     Condition        Report By
 BK2578  HISTORY     - 1984     MONUMENTED       LADTD
 BK2578  HISTORY     - 19890920 GOOD             LADTD
 BK2578  HISTORY     - 20011125 GOOD             USPSQD
 BK2578
 BK2578                          STATION DESCRIPTION
 BK2578
 BK2578'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2578'14.2 KM (8.8 MI) NORTH FROM LONGVILLE.
 BK2578'ABOUT 14.2 KM (8.8 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2578'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2578'RIGHT IN SECTION 12, T 4 S, R 9 W, 38.8 METERS (127.4 FEET) EAST OF
 BK2578'THE CENTERLINE OF THE HIGHWAY, 33.1 METERS (108.7 FEET) NORTH NORTH-
 BK2578'WEST OF THE NORTHEAST CORNER OF THE BROADLANDS COMMUNITY CHURCH
 BK2578'(WOODEN), 24.1 METERS (79.1 FEET) EAST OF THE NORTH END OF A 4-FOOT
 BK2578'CHAIN LINK FENCE, 0.5 METERS (1.8 FEET) SOUTH OF A MESH AND BARBED
 BK2578'WIRE FENCE.
 BK2578'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 BK2578'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 BK2578
 BK2578                          STATION RECOVERY (1989)
 BK2578
 BK2578'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2578'THE STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) NORTH OF LONGVILLE AND
 BK2578'11.1 KM (6.90 MI) SOUTHEAST OF DERIDDER.  OWNERSHIP--BROADLANDS
 BK2578'COMMUNITY CHURCH. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 BK2578'HIGHWAY 171 AND STATE HIGHWAY 110 IN LONGVILLE, GO NORTH FOR 14.2 KM
 BK2578'(8.80 MI) ON HIGHWAY 171 TO THE MARK ON THE RIGHT SET IN SECTION 12, T
 BK2578'4 S, R 9 W. THE STATION IS 38.8 M (127.3 FT) EAST FROM THE CENTER OF
 BK2578'THE HIGHWAY, 33.1 M (108.6 FT) NORTH-NORTHWEST FROM THE NORTHEAST
 BK2578'CORNER OF THE WOODEN CHURCH, 24.1 M (79.1 FT) EAST FROM THE NORTH END
 BK2578'OF A 1.22 M (4.00 FT) CHAIN LINK FENCE AND 0.5 M (1.6 FT) SOUTH FROM A
 BK2578'MESH AND BARBED WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 BK2578'ABOUT LEVEL WITH THE HIGHWAY.
 BK2578
 BK2578                          STATION RECOVERY (2001)
 BK2578
 BK2578'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2579 ***********************************************************************
 BK2579  DESIGNATION -  6 V 206
 BK2579  PID         -  BK2579
 BK2579  STATE/COUNTY-  LA/BEAUREGARD
 BK2579  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2579
 BK2579                         *CURRENT SURVEY CONTROL
 BK2579  ___________________________________________________________________
 BK2579* NAD 83(1986)-  30 44 53.     (N)    093 14 17.     (W)     SCALED    
 BK2579* NAVD 88     -        50.676  (meters)     166.26   (feet)  ADJUSTED  
 BK2579  ___________________________________________________________________
 BK2579  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BK2579  DYNAMIC HT  -          50.611 (meters)     166.05  (feet)  COMP
 BK2579  MODELED GRAV-     979,365.8   (mgal)                       NAVD 88
 BK2579
 BK2579  VERT ORDER  -  SECOND    CLASS I
 BK2579
 BK2579.The horizontal coordinates were scaled from a topographic map and have
 BK2579.an estimated accuracy of +/- 6 seconds.
 BK2579
 BK2579.The orthometric height was determined by differential leveling
 BK2579.and adjusted by the National Geodetic Survey in February 1994..
 BK2579
 BK2579.The geoid height was determined by GEOID03.
 BK2579
 BK2579.The dynamic height is computed by dividing the NAVD 88
 BK2579.geopotential number by the normal gravity value computed on the
 BK2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2579.degrees latitude (g = 980.6199 gals.).
 BK2579
 BK2579.The modeled gravity was interpolated from observed gravity values.
 BK2579
 BK2579;                    North         East    Units  Estimated Accuracy
 BK2579;SPC LA S     -   250,710.      817,620.      MT  (+/- 180 meters Scaled)
 BK2579
 BK2579                          SUPERSEDED SURVEY CONTROL
 BK2579
 BK2579.No superseded survey control is available for this station.
 BK2579
 BK2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ772017(NAD 83)
 BK2579_MARKER: DB = BENCH MARK DISK
 BK2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2579_SP_SET: CONCRETE POST
 BK2579_STAMPING: 6V206 1984
 BK2579_MARK LOGO: LADH  
 BK2579_PROJECTION: FLUSH
 BK2579_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2579+STABILITY: SURFACE MOTION
 BK2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2579+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2579
 BK2579  HISTORY     - Date     Condition        Report By
 BK2579  HISTORY     - 1984     MONUMENTED       LADTD
 BK2579  HISTORY     - 19890920 GOOD             LADTD
 BK2579
 BK2579                          STATION DESCRIPTION
 BK2579
 BK2579'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2579'16.2 KM (10.0 MI) NORTH FROM LONGVILLE.
 BK2579'ABOUT 16.2 KM (10.0 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2579'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE
 BK2579'LEFT IN SECTION 1, T 4 S, R 9 W, 38.3 METERS (125.6 FEET) WEST OF THE
 BK2579'CENTERLINE OF THE HIGHWAY, 7.5 METERS (24.5 FEET) SOUTH OF A PARISH
 BK2579'ROAD LEADING WEST, 0.3 METER (1.0 FOOT) NORTH OF A 4-FOOT CHAIN LINK
 BK2579'FENCE, 40.0 METERS (111.4 FEET) SOUTH SOUTHWEST OF A FIRE PLUG.
 BK2579'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BK2579'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BK2579
 BK2579                          STATION RECOVERY (1989)
 BK2579
 BK2579'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2579'THE STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) SOUTHEAST OF DERIDDER
 BK2579'AND 16.2 KM (10.05 MI) NORTH OF LONGVILLE.  OWNERSHIP--BEAUREGARD
 BK2579'PARISH. TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 171
 BK2579'AND STSTE HIGHWAY 110 IN LONGVILLE, GO NORTH FOR 16.2 KM (10.05 MI) ON
 BK2579'HIGHWAY 171 TO THE MARK ON THE LEFT SET IN SECTION 1, T 4 S, R 9 W.
 BK2579'THE STATION IS 38.3 M (125.7 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK2579'34.0 M (111.5 FT) SOUTH-SOUTHWEST FROM A FIRE PLUG, 7.5 M (24.6 FT)
 BK2579'SOUTHFROM THE CENTER OF THE PARISH ROAD LEADING WEST, 0.3 M (1.0 FT)
 BK2579'NORTH FROM A 1.22 M (4.00 FT) HIGH CHAIN LINK FENCE AND 0.2 M (0.7 FT)
 BK2579'NORTH FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 BK2579'ABOUT LEVEL WITH THE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2580 ***********************************************************************
 BK2580  DESIGNATION -  6 V 207
 BK2580  PID         -  BK2580
 BK2580  STATE/COUNTY-  LA/BEAUREGARD
 BK2580  USGS QUAD   -  BONESET CREEK (1994)
 BK2580
 BK2580                         *CURRENT SURVEY CONTROL
 BK2580  ___________________________________________________________________
 BK2580* NAD 83(1986)-  30 46 02.     (N)    093 14 22.     (W)     SCALED    
 BK2580* NAVD 88     -        52.522  (meters)     172.32   (feet)  ADJUSTED  
 BK2580  ___________________________________________________________________
 BK2580  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK2580  DYNAMIC HT  -          52.455 (meters)     172.10  (feet)  COMP
 BK2580  MODELED GRAV-     979,367.3   (mgal)                       NAVD 88
 BK2580
 BK2580  VERT ORDER  -  SECOND    CLASS I
 BK2580
 BK2580.The horizontal coordinates were scaled from a topographic map and have
 BK2580.an estimated accuracy of +/- 6 seconds.
 BK2580
 BK2580.The orthometric height was determined by differential leveling
 BK2580.and adjusted by the National Geodetic Survey in February 1994..
 BK2580
 BK2580.The geoid height was determined by GEOID03.
 BK2580
 BK2580.The dynamic height is computed by dividing the NAVD 88
 BK2580.geopotential number by the normal gravity value computed on the
 BK2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2580.degrees latitude (g = 980.6199 gals.).
 BK2580
 BK2580.The modeled gravity was interpolated from observed gravity values.
 BK2580
 BK2580;                    North         East    Units  Estimated Accuracy
 BK2580;SPC LA S     -   252,830.      817,520.      MT  (+/- 180 meters Scaled)
 BK2580
 BK2580                          SUPERSEDED SURVEY CONTROL
 BK2580
 BK2580.No superseded survey control is available for this station.
 BK2580
 BK2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ770038(NAD 83)
 BK2580_MARKER: DB = BENCH MARK DISK
 BK2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2580_SP_SET: CONCRETE POST
 BK2580_STAMPING: 6V207 1984
 BK2580_MARK LOGO: LADH  
 BK2580_PROJECTION: FLUSH
 BK2580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2580+STABILITY: SURFACE MOTION
 BK2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2580+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2580
 BK2580  HISTORY     - Date     Condition        Report By
 BK2580  HISTORY     - 1984     MONUMENTED       LADTD
 BK2580  HISTORY     - 19890920 GOOD             LADTD
 BK2580
 BK2580                          STATION DESCRIPTION
 BK2580
 BK2580'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2580'12.5 KM SE FROM DE RIDDER.
 BK2580'6.0 KM (3.7 MILES) EAST ALONG U.S. HIGHWAY 171 FROM THE COURTHOUSE
 BK2580'AT DE RIDDER, THENCE 6.5 KM (4.1 MILES) SOUTH ALONG U.S. HIGHWAY 171
 BK2580'TO THE MARK ON THE LEFT IN SECTION 25, T 3 S, R 9 W, 72.4 METERS
 BK2580'(237.5 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.7 METERS (18.6
 BK2580'FEET) NORTH OF THE CENTERLINE OF A GRAVELED ROAD (WILLOW BRANCH ROAD)
 BK2580'LEADING EAST, 0.3 METERS (1.0 FOOT) SOUTH OF A MESH AND BARBED WIRE
 BK2580'FENCE.
 BK2580'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 BK2580'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2580
 BK2580                          STATION RECOVERY (1989)
 BK2580
 BK2580'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2580'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF LONGVILLE AND
 BK2580'6.5 KM (4.05 MI) SOUTHEAST OF DERIDDER.  OWNERSHIP--BEAUREGARD PARISH.
 BK2580'TO REACH THE STATION FROM THE COURTHOUSE IN DERIDDER, GO EAST FOR 6.0
 BK2580'KM (3.70 MI) ON U.S.  HIGHWAY 171 TO WHERE HIGHWAY 171 TURNS SOUTH.
 BK2580'TURN RIGHT AND GO SOUTH FOR 6.5 KM (4.05 MI) ON HIGHWAY 171 TO THE
 BK2580'MARK ON THE LEFT SET IN SECTION 25, T 3 S, R 9 W. THE STATION IS 72.4
 BK2580'M (237.5 FT) EAST FROM THE CENTER OF THE HIGHWAY, 5.7 M (18.7 FT)
 BK2580'NORTH FROM THE CENTER OF A GRAVELED ROAD (WILLOW BRANCH ROAD) , 0.3 M
 BK2580'(1.0 FT) SOUTH FROM A MESH AND BARBED WIRE FENCE AND 0.3 M (1.0 FT)
 BK2580'EAST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 BK2580'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2581 ***********************************************************************
 BK2581  DESIGNATION -  6 V 208
 BK2581  PID         -  BK2581
 BK2581  STATE/COUNTY-  LA/BEAUREGARD
 BK2581  USGS QUAD   -  BONESET CREEK (1994)
 BK2581
 BK2581                         *CURRENT SURVEY CONTROL
 BK2581  ___________________________________________________________________
 BK2581* NAD 83(1986)-  30 47 06.     (N)    093 14 25.     (W)     SCALED    
 BK2581* NAVD 88     -        48.578  (meters)     159.38   (feet)  ADJUSTED  
 BK2581  ___________________________________________________________________
 BK2581  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK2581  DYNAMIC HT  -          48.517 (meters)     159.18  (feet)  COMP
 BK2581  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 BK2581
 BK2581  VERT ORDER  -  SECOND    CLASS I
 BK2581
 BK2581.The horizontal coordinates were scaled from a topographic map and have
 BK2581.an estimated accuracy of +/- 6 seconds.
 BK2581
 BK2581.The orthometric height was determined by differential leveling
 BK2581.and adjusted by the National Geodetic Survey in February 1994..
 BK2581
 BK2581.The geoid height was determined by GEOID03.
 BK2581
 BK2581.The dynamic height is computed by dividing the NAVD 88
 BK2581.geopotential number by the normal gravity value computed on the
 BK2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2581.degrees latitude (g = 980.6199 gals.).
 BK2581
 BK2581.The modeled gravity was interpolated from observed gravity values.
 BK2581
 BK2581;                    North         East    Units  Estimated Accuracy
 BK2581;SPC LA S     -   254,810.      817,480.      MT  (+/- 180 meters Scaled)
 BK2581
 BK2581                          SUPERSEDED SURVEY CONTROL
 BK2581
 BK2581.No superseded survey control is available for this station.
 BK2581
 BK2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ770058(NAD 83)
 BK2581_MARKER: DB = BENCH MARK DISK
 BK2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2581_SP_SET: CONCRETE POST
 BK2581_STAMPING: 6V208 1984
 BK2581_MARK LOGO: LADH  
 BK2581_PROJECTION: FLUSH
 BK2581_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2581+STABILITY: SURFACE MOTION
 BK2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2581+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2581
 BK2581  HISTORY     - Date     Condition        Report By
 BK2581  HISTORY     - 1984     MONUMENTED       LADTD
 BK2581  HISTORY     - 19890920 GOOD             LADTD
 BK2581  HISTORY     - 20011125 GOOD             USPSQD
 BK2581
 BK2581                          STATION DESCRIPTION
 BK2581
 BK2581'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2581'10.5 KM SE FROM DE RIDDER.
 BK2581'6.0 KM (3.7 MILES) EAST ALONG U.S. HIGHWAY 171 FROM THE COURTHOUSE
 BK2581'AT DE RIDDER, THENCE 4.5 KM (2.8 MILES) SOUTH ALONG U.S. HIGHWAY 171
 BK2581'TO THE MARK ON THE RIGHT IN SECTION 24, T 3 S, R 9 W, 15.8 METERS
 BK2581'(51.7 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.7 METER (2.2
 BK2581'FEET ) EAST OF A 5-FOOT CHAIN LINK FENCE, 16.4 METERS (53.7 FEET)
 BK2581'NORTH OF A FIRE PLUG, 22.5 METERS SOUTH OF AN 18-INCH PECAN TREE.
 BK2581'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 BK2581'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 BK2581
 BK2581                          STATION RECOVERY (1989)
 BK2581
 BK2581'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2581'THE STATION IS LOCATED ABOUT 19.8 KM (12.30 MI) NORTH FROM LONGVILLE
 BK2581'AND 4.5 KM (2.80 MI) SOUTHEAST FROM DERIDDER.  OWNERSHIP--LOUISIANA
 BK2581'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BK2581'FROM THE COURTHOUSE IN DERIDDER, GO EAST FOR 6.0 KM (3.70 MI) ON U.S.
 BK2581'HIGHWAY 171 TO WHERE HIGHWAY 171 TURNS SOUTH. TURN RIGHT AND GO SOUTH
 BK2581'FOR 4.5 KM (2.80 MI) ON HIGHWAY 171 TO THE MARK ON THE RIGHT SET IN
 BK2581'SECTION 24, T 3 S, R 9 W. THE STATION IS 22.5 M (73.8 FT) SOUTH FROM
 BK2581'AN 50.8 CM (20 IN) PECAN TREE, 16.4 M (53.8 FT) NORTH FROM A FIRE
 BK2581'PLUG, 15.8 M (51.8 FT) WEST FROM THE CENTER OF THE HIGHWAY, 0.7 M (2.3
 BK2581'FT) EAST FROM A 1.52 M (4.99 FT) HIGH CHAIN LINK AND 0.6 M (2.0 FT)
 BK2581'EAST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 BK2581'LEVEL WITH THE HIGHWAY.
 BK2581
 BK2581                          STATION RECOVERY (2001)
 BK2581
 BK2581'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2582 ***********************************************************************
 BK2582  DESIGNATION -  6 V 209
 BK2582  PID         -  BK2582
 BK2582  STATE/COUNTY-  LA/BEAUREGARD
 BK2582  USGS QUAD   -  BONESET CREEK (1994)
 BK2582
 BK2582                         *CURRENT SURVEY CONTROL
 BK2582  ___________________________________________________________________
 BK2582* NAD 83(1986)-  30 48 08.     (N)    093 14 35.     (W)     SCALED    
 BK2582* NAVD 88     -        49.842  (meters)     163.52   (feet)  ADJUSTED  
 BK2582  ___________________________________________________________________
 BK2582  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK2582  DYNAMIC HT  -          49.778 (meters)     163.31  (feet)  COMP
 BK2582  MODELED GRAV-     979,369.9   (mgal)                       NAVD 88
 BK2582
 BK2582  VERT ORDER  -  SECOND    CLASS I
 BK2582
 BK2582.The horizontal coordinates were scaled from a topographic map and have
 BK2582.an estimated accuracy of +/- 6 seconds.
 BK2582
 BK2582.The orthometric height was determined by differential leveling
 BK2582.and adjusted by the National Geodetic Survey in February 1994..
 BK2582
 BK2582.The geoid height was determined by GEOID03.
 BK2582
 BK2582.The dynamic height is computed by dividing the NAVD 88
 BK2582.geopotential number by the normal gravity value computed on the
 BK2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2582.degrees latitude (g = 980.6199 gals.).
 BK2582
 BK2582.The modeled gravity was interpolated from observed gravity values.
 BK2582
 BK2582;                    North         East    Units  Estimated Accuracy
 BK2582;SPC LA S     -   256,720.      817,240.      MT  (+/- 180 meters Scaled)
 BK2582
 BK2582                          SUPERSEDED SURVEY CONTROL
 BK2582
 BK2582.No superseded survey control is available for this station.
 BK2582
 BK2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ767077(NAD 83)
 BK2582_MARKER: DB = BENCH MARK DISK
 BK2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2582_SP_SET: CONCRETE POST
 BK2582_STAMPING: 6V209 1984
 BK2582_MARK LOGO: LADH  
 BK2582_PROJECTION: FLUSH
 BK2582_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2582+STABILITY: SURFACE MOTION
 BK2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2582+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2582
 BK2582  HISTORY     - Date     Condition        Report By
 BK2582  HISTORY     - 1984     MONUMENTED       LADTD
 BK2582  HISTORY     - 19890920 GOOD             LADTD
 BK2582
 BK2582                          STATION DESCRIPTION
 BK2582
 BK2582'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2582'8.6 KM (5.3 MI) EAST FROM DE RIDDER.
 BK2582'6.0 KM (3.7 MILES) EAST ALONG U.S. HIGHWAY 171 FROM THE COURTHOUSE
 BK2582'AT DE RIDDER, THENCE 2.6 KM (1.6 MILES) SOUTH ALONG U.S. HIGHWAY 171
 BK2582'TO THE MARK ON THE RIGHT IN SECTION 13, T 3 S, R 9 W, 26.3 METERS
 BK2582'(86.2 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.2 METERS (7.3
 BK2582'FEET) WEST OF AN 11-INCH PIN OAK TREE, 26.4 METERS (86.5 FEET) SOUTH-
 BK2582'EAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE ON A CONCRETE SLAB.
 BK2582'THE MARK IS 11.9 METERS  W FROM A WITNESS POST.
 BK2582
 BK2582                          STATION RECOVERY (1989)
 BK2582
 BK2582'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2582'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) NORTH OF LONGVILLE AND
 BK2582'2.6 KM (1.60 MI) SOUTH OF DERIDDER.  OWNERSHIP--UNKNOWN. TO REACH THE
 BK2582'STATION FROM THE COURTHOUSE IN DERIDDER, GO EAST FOR 6.0 KM (3.70 MI)
 BK2582'ON U.S.  HIGHWAY 171 TO WHERE HIGHWAY 171 TURNS SOUTH. TURN RIGHT AND
 BK2582'GO SOUTH FOR 2.6 KM (1.60 MI) ON HIGHWAY 171 TO THE MARK ON THE RIGHT
 BK2582'SET IN SECTION 13, T 3 S, R 9 W. THE STATION IS 26.4 M (86.6 FT)
 BK2582'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF A BRICK HOUSE, 26.3 M
 BK2582'(86.3 FT) WEST FROM THE CENTER OF THE HIGHWAY, 11.0 M (36.1 FT) WEST
 BK2582'FROM A WITNESS POST AND 2.2 M (7.2 FT) WEST FROM AN 35.6 CM (14 IN)
 BK2582'PIN OAK TREE.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BK2582'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2583 ***********************************************************************
 BK2583  DESIGNATION -  6 V 210
 BK2583  PID         -  BK2583
 BK2583  STATE/COUNTY-  LA/BEAUREGARD
 BK2583  USGS QUAD   -  BONESET CREEK (1994)
 BK2583
 BK2583                         *CURRENT SURVEY CONTROL
 BK2583  ___________________________________________________________________
 BK2583* NAD 83(1986)-  30 49 03.     (N)    093 14 31.     (W)     SCALED    
 BK2583* NAVD 88     -        43.578  (meters)     142.97   (feet)  ADJUSTED  
 BK2583  ___________________________________________________________________
 BK2583  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BK2583  DYNAMIC HT  -          43.523 (meters)     142.79  (feet)  COMP
 BK2583  MODELED GRAV-     979,371.1   (mgal)                       NAVD 88
 BK2583
 BK2583  VERT ORDER  -  SECOND    CLASS I
 BK2583
 BK2583.The horizontal coordinates were scaled from a topographic map and have
 BK2583.an estimated accuracy of +/- 6 seconds.
 BK2583
 BK2583.The orthometric height was determined by differential leveling
 BK2583.and adjusted by the National Geodetic Survey in February 1994..
 BK2583
 BK2583.The geoid height was determined by GEOID03.
 BK2583
 BK2583.The dynamic height is computed by dividing the NAVD 88
 BK2583.geopotential number by the normal gravity value computed on the
 BK2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2583.degrees latitude (g = 980.6199 gals.).
 BK2583
 BK2583.The modeled gravity was interpolated from observed gravity values.
 BK2583
 BK2583;                    North         East    Units  Estimated Accuracy
 BK2583;SPC LA S     -   258,410.      817,380.      MT  (+/- 180 meters Scaled)
 BK2583
 BK2583                          SUPERSEDED SURVEY CONTROL
 BK2583
 BK2583.No superseded survey control is available for this station.
 BK2583
 BK2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ768094(NAD 83)
 BK2583_MARKER: DD = SURVEY DISK
 BK2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2583_SP_SET: CONCRETE POST
 BK2583_STAMPING: 6V210 1984
 BK2583_MARK LOGO: LADH  
 BK2583_PROJECTION: FLUSH
 BK2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2583+STABILITY: SURFACE MOTION
 BK2583
 BK2583  HISTORY     - Date     Condition        Report By
 BK2583  HISTORY     - 1984     MONUMENTED       LADTD
 BK2583  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BK2583
 BK2583                          STATION DESCRIPTION
 BK2583
 BK2583'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2583'6.9 KM (4.2 MI) EAST FROM DE RIDDER.
 BK2583'6.0 KM (3.7 MILES) EAST ALONG U.S. HIGHWAY 171 FROM THE COURTHOUSE
 BK2583'IN DE RIDDER, THENCE 0.9 KM (0.5 MILE) SOUTH ALONG U.S HIGHWAY 171 TO
 BK2583'THE MARK ON THE LEFT IN SECTION 12, T 3 S, R 9 W, 49.9 METERS (163.8
 BK2583'FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.5 METERS (18.1 FEET)
 BK2583'WEST NORTHWEST OF THE NORTHWEST CORNER (BRICK) OF THE PLEASANT HILL
 BK2583'BAPTIST CHURCH, 5.7 METERS (18.8 FEET) SOUTH OF THE CENTER OF A
 BK2583'4-FOOT SIDEWALK LEADING EAST, 51.4 METERS (168.6 FEET) SOUTH OF THE
 BK2583'CENTERLINE OF AN ASPHALT ROAD (PLEASANT HILL ROAD) LEADING EAST.
 BK2583'THE MARK IS 38.2 METERS  ESE FROM A WITNESS POST.
 BK2583'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BK2583
 BK2583                          STATION RECOVERY (2001)
 BK2583
 BK2583'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2564 ***********************************************************************
 BK2564  DESIGNATION -  6 V 211
 BK2564  PID         -  BK2564
 BK2564  STATE/COUNTY-  LA/BEAUREGARD
 BK2564  USGS QUAD   -  LONGVILLE (1994)
 BK2564
 BK2564                         *CURRENT SURVEY CONTROL
 BK2564  ___________________________________________________________________
 BK2564* NAD 83(1986)-  30 30 39.     (N)    093 13 01.     (W)     SCALED    
 BK2564* NAVD 88     -        24.861  (meters)      81.56   (feet)  ADJUSTED  
 BK2564  ___________________________________________________________________
 BK2564  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2564  DYNAMIC HT  -          24.829 (meters)      81.46  (feet)  COMP
 BK2564  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BK2564
 BK2564  VERT ORDER  -  SECOND    CLASS I
 BK2564
 BK2564.The horizontal coordinates were scaled from a topographic map and have
 BK2564.an estimated accuracy of +/- 6 seconds.
 BK2564
 BK2564.The orthometric height was determined by differential leveling
 BK2564.and adjusted by the National Geodetic Survey in February 1994..
 BK2564
 BK2564.The geoid height was determined by GEOID03.
 BK2564
 BK2564.The dynamic height is computed by dividing the NAVD 88
 BK2564.geopotential number by the normal gravity value computed on the
 BK2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2564.degrees latitude (g = 980.6199 gals.).
 BK2564
 BK2564.The modeled gravity was interpolated from observed gravity values.
 BK2564
 BK2564;                    North         East    Units  Estimated Accuracy
 BK2564;SPC LA S     -   224,380.      819,210.      MT  (+/- 180 meters Scaled)
 BK2564
 BK2564                          SUPERSEDED SURVEY CONTROL
 BK2564
 BK2564.No superseded survey control is available for this station.
 BK2564
 BK2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP791754(NAD 83)
 BK2564_MARKER: DD = SURVEY DISK
 BK2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2564_SP_SET: CONCRETE POST
 BK2564_STAMPING: 6V211 1984
 BK2564_MARK LOGO: LADH  
 BK2564_PROJECTION: FLUSH
 BK2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2564+STABILITY: SURFACE MOTION
 BK2564
 BK2564  HISTORY     - Date     Condition        Report By
 BK2564  HISTORY     - 1984     MONUMENTED       LADTD
 BK2564
 BK2564                          STATION DESCRIPTION
 BK2564
 BK2564'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2564'1.6 KM (1.0 MI) EAST FROM RAGLEY.
 BK2564'1.6 KM (1.0 MILE) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BK2564'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE RIGHT IN
 BK2564'SECTION 30, T 6 S, R 8 W, 21.3 METERS (70.0 FEET) SOUTH OF THE CENTER
 BK2564'LINE OF THE HIGHWAY, 19.6 METERS (64.2 FEET) NORTH OF THE NORTH RAIL
 BK2564'OF THE MISSOURI PACIFIC RAILROAD, 12.3 METERS (40.4 FEET) WEST NORTH-
 BK2564'WEST OF AN EIGHT INCH PINE TREE, 25.9 METERS (85.0 FEET) EAST SOUTH-
 BK2564'EAST OF A TWENTY INCH RED OAK TREE.
 BK2564'THE MARK IS 1.7 METERS  N FROM A WITNESS POST.
 BK2564'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2495 ***********************************************************************
 BK2495  DESIGNATION -  6 V 212
 BK2495  PID         -  BK2495
 BK2495  STATE/COUNTY-  LA/BEAUREGARD
 BK2495  USGS QUAD   -  SHOATS CREEK (1982)
 BK2495
 BK2495                         *CURRENT SURVEY CONTROL
 BK2495  ___________________________________________________________________
 BK2495* NAD 83(1986)-  30 24 35.     (N)    093 40 27.     (W)     SCALED    
 BK2495* NAVD 88     -        16.029  (meters)      52.59   (feet)  ADJUSTED  
 BK2495  ___________________________________________________________________
 BK2495  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2495  DYNAMIC HT  -          16.008 (meters)      52.52  (feet)  COMP
 BK2495  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BK2495
 BK2495  VERT ORDER  -  SECOND    CLASS I
 BK2495
 BK2495.The horizontal coordinates were scaled from a topographic map and have
 BK2495.an estimated accuracy of +/- 6 seconds.
 BK2495
 BK2495.The orthometric height was determined by differential leveling
 BK2495.and adjusted by the National Geodetic Survey in February 1994..
 BK2495
 BK2495.The geoid height was determined by GEOID03.
 BK2495
 BK2495.The dynamic height is computed by dividing the NAVD 88
 BK2495.geopotential number by the normal gravity value computed on the
 BK2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2495.degrees latitude (g = 980.6199 gals.).
 BK2495
 BK2495.The modeled gravity was interpolated from observed gravity values.
 BK2495
 BK2495;                    North         East    Units  Estimated Accuracy
 BK2495;SPC LA S     -   213,980.      775,100.      MT  (+/- 180 meters Scaled)
 BK2495
 BK2495                          SUPERSEDED SURVEY CONTROL
 BK2495
 BK2495.No superseded survey control is available for this station.
 BK2495
 BK2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP352643(NAD 83)
 BK2495_MARKER: DB = BENCH MARK DISK
 BK2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2495_SP_SET: CONCRETE POST
 BK2495_STAMPING: 6V212 1984
 BK2495_MARK LOGO: LADH  
 BK2495_PROJECTION: RECESSED 2 CENTIMETERS
 BK2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2495+STABILITY: SURFACE MOTION
 BK2495
 BK2495  HISTORY     - Date     Condition        Report By
 BK2495  HISTORY     - 1984     MONUMENTED       LADTD
 BK2495
 BK2495                          STATION DESCRIPTION
 BK2495
 BK2495'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2495'10.25 KM (6.37 MI) NORTH FROM STARKS.
 BK2495'10.25 KM (6.37 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2495'TO THE MARK ON THE LEFT, 29.0 METERS (95.1 FEET) WEST OF THE
 BK2495'CENTERLINE OF LA.109, 13.0 METERS (41.7 FEET) NORTH OF THE CENTERLINE
 BK2495'OF THE DIRT ROAD LEADING WEST, 16.34 METERS (53.6 FEET) WEST OF A 4
 BK2495'STRAND BARBEDWIRE FENCE, 14.6 METERS (47.9 FEET) WEST NORTHWEST OF A
 BK2495'POWER POLE, 21.55 METRS (70.7 FEET) WEST NORTH WEST OF THE NORTH END
 BK2495'OF A 24 INCH BY 31.9 FEET CONCRETE DRIVE LEADING WEST, RAILROAD SPIKE
 BK2495'EMBEDDED IN THE CONCRETE.
 BK2495'THE MARK IS 1.07 METERS  ESE FROM A WITNESS POST.
 BK2495'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2496 ***********************************************************************
 BK2496  DESIGNATION -  6 V 213
 BK2496  PID         -  BK2496
 BK2496  STATE/COUNTY-  LA/BEAUREGARD
 BK2496  USGS QUAD   -  SHOATS CREEK (1982)
 BK2496
 BK2496                         *CURRENT SURVEY CONTROL
 BK2496  ___________________________________________________________________
 BK2496* NAD 83(1986)-  30 25 31.     (N)    093 40 21.     (W)     SCALED    
 BK2496* NAVD 88     -        22.525  (meters)      73.90   (feet)  ADJUSTED  
 BK2496  ___________________________________________________________________
 BK2496  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK2496  DYNAMIC HT  -          22.496 (meters)      73.81  (feet)  COMP
 BK2496  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BK2496
 BK2496  VERT ORDER  -  SECOND    CLASS I
 BK2496
 BK2496.The horizontal coordinates were scaled from a topographic map and have
 BK2496.an estimated accuracy of +/- 6 seconds.
 BK2496
 BK2496.The orthometric height was determined by differential leveling
 BK2496.and adjusted by the National Geodetic Survey in February 1994..
 BK2496
 BK2496.The geoid height was determined by GEOID03.
 BK2496
 BK2496.The dynamic height is computed by dividing the NAVD 88
 BK2496.geopotential number by the normal gravity value computed on the
 BK2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2496.degrees latitude (g = 980.6199 gals.).
 BK2496
 BK2496.The modeled gravity was interpolated from observed gravity values.
 BK2496
 BK2496;                    North         East    Units  Estimated Accuracy
 BK2496;SPC LA S     -   215,700.      775,300.      MT  (+/- 180 meters Scaled)
 BK2496
 BK2496                          SUPERSEDED SURVEY CONTROL
 BK2496
 BK2496.No superseded survey control is available for this station.
 BK2496
 BK2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP354661(NAD 83)
 BK2496_MARKER: DB = BENCH MARK DISK
 BK2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2496_SP_SET: CONCRETE POST
 BK2496_STAMPING: 6V213 1984
 BK2496_MARK LOGO: LADH  
 BK2496_PROJECTION: FLUSH
 BK2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2496+STABILITY: SURFACE MOTION
 BK2496
 BK2496  HISTORY     - Date     Condition        Report By
 BK2496  HISTORY     - 1984     MONUMENTED       LADTD
 BK2496
 BK2496                          STATION DESCRIPTION
 BK2496
 BK2496'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2496'11.9 KM (7.40 MI) NORTH FROM STARKS.
 BK2496'11.91 KM (7.40 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2496'TO THE MARK ON THE RIGHT, 23.9 METERS (78.3 FEET) EAST OF THE CENTER
 BK2496'LINE OF LA.109, 16.8 METERS (55.2 FEET) NORTH OF THE CENTERLINE OF A
 BK2496'DIRT ROAD LEADING EAST, 20.6 METER (67.5 FEET) NORTHEAST OF THE NORTH
 BK2496'END OF A 18 INCH BY 24 INCH FOOT CONCRETE PIPE DRIVE LEADING EAST,
 BK2496'RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2496'THE MARK IS 0.64 METERS  W FROM A WITNESS POST.
 BK2496'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2497 ***********************************************************************
 BK2497  DESIGNATION -  6 V 214
 BK2497  PID         -  BK2497
 BK2497  STATE/COUNTY-  LA/BEAUREGARD
 BK2497  USGS QUAD   -  SHOATS CREEK (1982)
 BK2497
 BK2497                         *CURRENT SURVEY CONTROL
 BK2497  ___________________________________________________________________
 BK2497* NAD 83(1986)-  30 25 40.     (N)    093 41 13.     (W)     SCALED    
 BK2497* NAVD 88     -        22.176  (meters)      72.76   (feet)  ADJUSTED  
 BK2497  ___________________________________________________________________
 BK2497  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2497  DYNAMIC HT  -          22.147 (meters)      72.66  (feet)  COMP
 BK2497  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BK2497
 BK2497  VERT ORDER  -  SECOND    CLASS I
 BK2497
 BK2497.The horizontal coordinates were scaled from a topographic map and have
 BK2497.an estimated accuracy of +/- 6 seconds.
 BK2497
 BK2497.The orthometric height was determined by differential leveling
 BK2497.and adjusted by the National Geodetic Survey in February 1994..
 BK2497
 BK2497.The geoid height was determined by GEOID03.
 BK2497
 BK2497.The dynamic height is computed by dividing the NAVD 88
 BK2497.geopotential number by the normal gravity value computed on the
 BK2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2497.degrees latitude (g = 980.6199 gals.).
 BK2497
 BK2497.The modeled gravity was interpolated from observed gravity values.
 BK2497
 BK2497;                    North         East    Units  Estimated Accuracy
 BK2497;SPC LA S     -   216,010.      773,920.      MT  (+/- 180 meters Scaled)
 BK2497
 BK2497                          SUPERSEDED SURVEY CONTROL
 BK2497
 BK2497.No superseded survey control is available for this station.
 BK2497
 BK2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP340663(NAD 83)
 BK2497_MARKER: DB = BENCH MARK DISK
 BK2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2497_SP_SET: CONCRETE POST
 BK2497_STAMPING: 6V214 1984
 BK2497_MARK LOGO: LADH  
 BK2497_PROJECTION: FLUSH
 BK2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2497+STABILITY: SURFACE MOTION
 BK2497
 BK2497  HISTORY     - Date     Condition        Report By
 BK2497  HISTORY     - 1984     MONUMENTED       LADTD
 BK2497
 BK2497                          STATION DESCRIPTION
 BK2497
 BK2497'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2497'13.40 KM (8.38 MI) NW FROM STARKS.
 BK2497'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2497'TO THE NORTH GAMBRELL BAPTIST CHURCH ROAD, THEN WEST 1.12 KM (0.75
 BK2497'MILES) TO THE T INTERSECTION OF NORTH GAMBRELL CHURCH ROAD AND PARISH
 BK2497'ROAD LEADING NORTH, TO THE MARK 8.3 METER (27.1 FEET) WEST OF THE T
 BK2497'INTERSECTION OF NORTH GAMBRELL CHURCH ROAD AND THE PARISH ROAD LEADING
 BK2497'NORTH, 1.9 METERS (6.2 FEET) WEST OF A POWER POLE, 16.1 METERS (52.9
 BK2497'FEET) WEST SOUTHWEST OF THE TELEPHONE POLE IN THE NORTHEAST CORNER OF
 BK2497'THE INTERSECTION, RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2497'THE MARK IS 0.73 METERS  E FROM A WITNESS POST.
 BK2497'THE MARK IS ABOVE LEVEL WITH THE GRAVEL PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2498 ***********************************************************************
 BK2498  DESIGNATION -  6 V 215
 BK2498  PID         -  BK2498
 BK2498  STATE/COUNTY-  LA/BEAUREGARD
 BK2498  USGS QUAD   -  SHOATS CREEK (1982)
 BK2498
 BK2498                         *CURRENT SURVEY CONTROL
 BK2498  ___________________________________________________________________
 BK2498* NAD 83(1986)-  30 26 29.     (N)    093 41 10.     (W)     SCALED    
 BK2498* NAVD 88     -        16.854  (meters)      55.30   (feet)  ADJUSTED  
 BK2498  ___________________________________________________________________
 BK2498  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2498  DYNAMIC HT  -          16.832 (meters)      55.22  (feet)  COMP
 BK2498  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BK2498
 BK2498  VERT ORDER  -  SECOND    CLASS I
 BK2498
 BK2498.The horizontal coordinates were scaled from a topographic map and have
 BK2498.an estimated accuracy of +/- 6 seconds.
 BK2498
 BK2498.The orthometric height was determined by differential leveling
 BK2498.and adjusted by the National Geodetic Survey in February 1994..
 BK2498
 BK2498.The geoid height was determined by GEOID03.
 BK2498
 BK2498.The dynamic height is computed by dividing the NAVD 88
 BK2498.geopotential number by the normal gravity value computed on the
 BK2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2498.degrees latitude (g = 980.6199 gals.).
 BK2498
 BK2498.The modeled gravity was interpolated from observed gravity values.
 BK2498
 BK2498;                    North         East    Units  Estimated Accuracy
 BK2498;SPC LA S     -   217,510.      774,030.      MT  (+/- 180 meters Scaled)
 BK2498
 BK2498                          SUPERSEDED SURVEY CONTROL
 BK2498
 BK2498.No superseded survey control is available for this station.
 BK2498
 BK2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP341678(NAD 83)
 BK2498_MARKER: DB = BENCH MARK DISK
 BK2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2498_SP_SET: CONCRETE POST
 BK2498_STAMPING: 6V215 1984
 BK2498_MARK LOGO: LADH  
 BK2498_PROJECTION: FLUSH
 BK2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2498+STABILITY: SURFACE MOTION
 BK2498
 BK2498  HISTORY     - Date     Condition        Report By
 BK2498  HISTORY     - 1984     MONUMENTED       LADTD
 BK2498
 BK2498                          STATION DESCRIPTION
 BK2498
 BK2498'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2498'15.1 KM (9.38 MI) NW FROM STARKS.
 BK2498'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2498'TO THE NORTH GAMBRELL BAPTIST CHURCH ROAD, THEN WEST 1.21 KM (0.75
 BK2498'MILES TO THE T INTERSECTION, THEN NORTH 1.61 KM (1.0 MILE) TO THE MARK
 BK2498'ON THE RIGHT, 7.1 METERS (23.2 FEET) EAST NORTHEAST OF THE CENTERLINE
 BK2498'OF A GRAVEL PARISH ROAD, 25.0 METERS (81.8 FEET) WEST OF A 14 INCH
 BK2498'WHITE OAK TREE, RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2498'THE MARK IS 0.80 METERS  WSW FROM A WITNESS POST.
 BK2498'THE MARK IS 0.91 M ABOVE THE GRAVEL PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2499 ***********************************************************************
 BK2499  DESIGNATION -  6 V 216
 BK2499  PID         -  BK2499
 BK2499  STATE/COUNTY-  LA/BEAUREGARD
 BK2499  USGS QUAD   -  SHOATS CREEK (1982)
 BK2499
 BK2499                         *CURRENT SURVEY CONTROL
 BK2499  ___________________________________________________________________
 BK2499* NAD 83(1986)-  30 27 19.     (N)    093 41 08.     (W)     SCALED    
 BK2499* NAVD 88     -        25.749  (meters)      84.48   (feet)  ADJUSTED  
 BK2499  ___________________________________________________________________
 BK2499  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK2499  DYNAMIC HT  -          25.715 (meters)      84.37  (feet)  COMP
 BK2499  MODELED GRAV-     979,342.0   (mgal)                       NAVD 88
 BK2499
 BK2499  VERT ORDER  -  SECOND    CLASS I
 BK2499
 BK2499.The horizontal coordinates were scaled from a topographic map and have
 BK2499.an estimated accuracy of +/- 6 seconds.
 BK2499
 BK2499.The orthometric height was determined by differential leveling
 BK2499.and adjusted by the National Geodetic Survey in February 1994..
 BK2499
 BK2499.The geoid height was determined by GEOID03.
 BK2499
 BK2499.The dynamic height is computed by dividing the NAVD 88
 BK2499.geopotential number by the normal gravity value computed on the
 BK2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2499.degrees latitude (g = 980.6199 gals.).
 BK2499
 BK2499.The modeled gravity was interpolated from observed gravity values.
 BK2499
 BK2499;                    North         East    Units  Estimated Accuracy
 BK2499;SPC LA S     -   219,050.      774,110.      MT  (+/- 180 meters Scaled)
 BK2499
 BK2499                          SUPERSEDED SURVEY CONTROL
 BK2499
 BK2499.No superseded survey control is available for this station.
 BK2499
 BK2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP341694(NAD 83)
 BK2499_MARKER: DB = BENCH MARK DISK
 BK2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2499_SP_SET: CONCRETE POST
 BK2499_STAMPING: 6V216 1984
 BK2499_MARK LOGO: LADH  
 BK2499_PROJECTION: FLUSH
 BK2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2499+STABILITY: SURFACE MOTION
 BK2499
 BK2499  HISTORY     - Date     Condition        Report By
 BK2499  HISTORY     - 1984     MONUMENTED       LADTD
 BK2499
 BK2499                          STATION DESCRIPTION
 BK2499
 BK2499'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2499'16.81 KM (10.44 MI) NW FROM STARKS.
 BK2499'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF THE LA.12 AND
 BK2499'LA.109 TO THE NORTH GAMBRELL BAPTIST CHURCH ROAD, THEN WEST 1.21 KM
 BK2499'(0.75 MILES) TO THE T INTERSECTION, THEN NORTH 3.22 KM (2.06 MILES) TO
 BK2499'THE MARK ON THE RIGHT 7.2 METERS (23.6 FEET) EAST NORTHEAST OF THE
 BK2499'CENTERLINE OF THE GRAVEL PARISH ROAD, 27.4 METERS (90.0 FEET) NORTH
 BK2499'NORTHWEST OF A 24 INCH OAK TREE, RAILROAD SPIKE EMBEDDED IN THE
 BK2499'CONCRETE.
 BK2499'THE MARK IS 0.64 METERS  W FROM A WITNESS POST.
 BK2499'THE MARK IS 0.15 M ABOVE THE GRAVEL PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2500 ***********************************************************************
 BK2500  DESIGNATION -  6 V 217
 BK2500  PID         -  BK2500
 BK2500  STATE/COUNTY-  LA/BEAUREGARD
 BK2500  USGS QUAD   -  SHOATS CREEK (1982)
 BK2500
 BK2500                         *CURRENT SURVEY CONTROL
 BK2500  ___________________________________________________________________
 BK2500* NAD 83(1986)-  30 27 57.     (N)    093 40 59.     (W)     SCALED    
 BK2500* NAVD 88     -        25.651  (meters)      84.16   (feet)  ADJUSTED  
 BK2500  ___________________________________________________________________
 BK2500  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK2500  DYNAMIC HT  -          25.618 (meters)      84.05  (feet)  COMP
 BK2500  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BK2500
 BK2500  VERT ORDER  -  SECOND    CLASS I
 BK2500
 BK2500.The horizontal coordinates were scaled from a topographic map and have
 BK2500.an estimated accuracy of +/- 6 seconds.
 BK2500
 BK2500.The orthometric height was determined by differential leveling
 BK2500.and adjusted by the National Geodetic Survey in February 1994..
 BK2500
 BK2500.The geoid height was determined by GEOID03.
 BK2500
 BK2500.The dynamic height is computed by dividing the NAVD 88
 BK2500.geopotential number by the normal gravity value computed on the
 BK2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2500.degrees latitude (g = 980.6199 gals.).
 BK2500
 BK2500.The modeled gravity was interpolated from observed gravity values.
 BK2500
 BK2500;                    North         East    Units  Estimated Accuracy
 BK2500;SPC LA S     -   220,220.      774,380.      MT  (+/- 180 meters Scaled)
 BK2500
 BK2500                          SUPERSEDED SURVEY CONTROL
 BK2500
 BK2500.No superseded survey control is available for this station.
 BK2500
 BK2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP344706(NAD 83)
 BK2500_MARKER: DB = BENCH MARK DISK
 BK2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2500_SP_SET: CONCRETE POST
 BK2500_STAMPING: 6V217 1984
 BK2500_MARK LOGO: LADH  
 BK2500_PROJECTION: FLUSH
 BK2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2500+STABILITY: SURFACE MOTION
 BK2500
 BK2500  HISTORY     - Date     Condition        Report By
 BK2500  HISTORY     - 1984     MONUMENTED       LADTD
 BK2500
 BK2500                          STATION DESCRIPTION
 BK2500
 BK2500'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2500'18.18 KM (11.29 MI) NW FROM STARKS.
 BK2500'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2500'TO THE NORTH GAMBRELL BAPTIST CHURCH ROAD, THEN WEST 1.21 KM (0.75
 BK2500'MILES) TO THE T INTERSECTION, THEN NORTH 4.69 KM (2.91 MILE) TO THE
 BK2500'MARK ON THE LEFT, 10.7 METERS (35.2 FEET) NORTHWEST OF THE CENTERLINE
 BK2500'OF THE GRAVEL PARISH ROAD IN THE CURVE, 26.5 METERS (87.0 FEET) WEST
 BK2500'NORTH WEST OF THE NORTHWEST CORNER OF A CATTLE GUARD AND DRIVEWAY
 BK2500'LEADING SOUTH TO MR. GORES HOUSE, RAILROAD SPIKE EMBEDDED IN THE
 BK2500'CONCRETE.
 BK2500'THE MARK IS 0.76 METERS  ESE FROM A WITNESS POST.
 BK2500'THE MARK IS ABOVE LEVEL WITH THE PARISH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2501 ***********************************************************************
 BK2501  DESIGNATION -  6 V 218
 BK2501  PID         -  BK2501
 BK2501  STATE/COUNTY-  LA/BEAUREGARD
 BK2501  USGS QUAD   -  SHOATS CREEK (1982)
 BK2501
 BK2501                         *CURRENT SURVEY CONTROL
 BK2501  ___________________________________________________________________
 BK2501* NAD 83(1986)-  30 28 31.     (N)    093 40 57.     (W)     SCALED    
 BK2501* NAVD 88     -        27.091  (meters)      88.88   (feet)  ADJUSTED  
 BK2501  ___________________________________________________________________
 BK2501  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK2501  DYNAMIC HT  -          27.056 (meters)      88.77  (feet)  COMP
 BK2501  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BK2501
 BK2501  VERT ORDER  -  SECOND    CLASS I
 BK2501
 BK2501.The horizontal coordinates were scaled from a topographic map and have
 BK2501.an estimated accuracy of +/- 6 seconds.
 BK2501
 BK2501.The orthometric height was determined by differential leveling
 BK2501.and adjusted by the National Geodetic Survey in February 1994..
 BK2501
 BK2501.The geoid height was determined by GEOID03.
 BK2501
 BK2501.The dynamic height is computed by dividing the NAVD 88
 BK2501.geopotential number by the normal gravity value computed on the
 BK2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2501.degrees latitude (g = 980.6199 gals.).
 BK2501
 BK2501.The modeled gravity was interpolated from observed gravity values.
 BK2501
 BK2501;                    North         East    Units  Estimated Accuracy
 BK2501;SPC LA S     -   221,260.      774,450.      MT  (+/- 180 meters Scaled)
 BK2501
 BK2501                          SUPERSEDED SURVEY CONTROL
 BK2501
 BK2501.No superseded survey control is available for this station.
 BK2501
 BK2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP344716(NAD 83)
 BK2501_MARKER: DB = BENCH MARK DISK
 BK2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2501_SP_SET: CONCRETE POST
 BK2501_STAMPING: 6V218 1984
 BK2501_MARK LOGO: LADH  
 BK2501_PROJECTION: FLUSH
 BK2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2501+STABILITY: SURFACE MOTION
 BK2501
 BK2501  HISTORY     - Date     Condition        Report By
 BK2501  HISTORY     - 1984     MONUMENTED       LADTD
 BK2501
 BK2501                          STATION DESCRIPTION
 BK2501
 BK2501'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2501'19.44 KM (12.07 MI) NW FROM STARKS.
 BK2501'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2501'TO THE NORTH GAMBRELL BAPTIST CHURCH ROAD, THEN WEST 1.21 KM (0.75
 BK2501'MILE TO THE T INTERSECTION, THEN NORTH 5.95 KM (3.69 MILES) TO THE
 BK2501'MARK ON THE LEFT, 11.2 METER (36.9 FEET) WEST OF THE CENTERLINE OF THE
 BK2501'GRAVEL PARISH ROAD, 3.9 METER (12.7 FEET) NORTH OF THE CENTERLINE OF
 BK2501'THE GRAVEL DRIVE LEADING WEST TO THE HOME MR. R. BOYER, .73 METERS
 BK2501'(2.4 FEET)NORTHWEST OF A NORTH METAL GRATE POST, 25.8 METERS (84.7
 BK2501'FEET)SOUTHWEST OF POWER POLE ON THE EAST SIDE OF THE ROAD, RAILROAD
 BK2501'SPIKE EMBEDDED IN THE CONCRETE.
 BK2501'THE MARK IS 0.49 METERS  W FROM A WITNESS POST.
 BK2501'THE MARK IS 0.15 M ABOVE THE GRAVEL PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2502 ***********************************************************************
 BK2502  DESIGNATION -  6 V 219
 BK2502  PID         -  BK2502
 BK2502  STATE/COUNTY-  LA/BEAUREGARD
 BK2502  USGS QUAD   -  SHOATS CREEK (1982)
 BK2502
 BK2502                         *CURRENT SURVEY CONTROL
 BK2502  ___________________________________________________________________
 BK2502* NAD 83(1986)-  30 29 05.     (N)    093 40 34.     (W)     SCALED    
 BK2502* NAVD 88     -        28.007  (meters)      91.89   (feet)  ADJUSTED  
 BK2502  ___________________________________________________________________
 BK2502  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK2502  DYNAMIC HT  -          27.970 (meters)      91.76  (feet)  COMP
 BK2502  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BK2502
 BK2502  VERT ORDER  -  SECOND    CLASS I
 BK2502
 BK2502.The horizontal coordinates were scaled from a topographic map and have
 BK2502.an estimated accuracy of +/- 6 seconds.
 BK2502
 BK2502.The orthometric height was determined by differential leveling
 BK2502.and adjusted by the National Geodetic Survey in February 1994..
 BK2502
 BK2502.The geoid height was determined by GEOID03.
 BK2502
 BK2502.The dynamic height is computed by dividing the NAVD 88
 BK2502.geopotential number by the normal gravity value computed on the
 BK2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2502.degrees latitude (g = 980.6199 gals.).
 BK2502
 BK2502.The modeled gravity was interpolated from observed gravity values.
 BK2502
 BK2502;                    North         East    Units  Estimated Accuracy
 BK2502;SPC LA S     -   222,300.      775,090.      MT  (+/- 180 meters Scaled)
 BK2502
 BK2502                          SUPERSEDED SURVEY CONTROL
 BK2502
 BK2502.No superseded survey control is available for this station.
 BK2502
 BK2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP351726(NAD 83)
 BK2502_MARKER: DB = BENCH MARK DISK
 BK2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2502_SP_SET: CONCRETE POST
 BK2502_STAMPING: 6V219 1984
 BK2502_MARK LOGO: LADH  
 BK2502_PROJECTION: FLUSH
 BK2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2502+STABILITY: SURFACE MOTION
 BK2502
 BK2502  HISTORY     - Date     Condition        Report By
 BK2502  HISTORY     - 1984     MONUMENTED       LADTD
 BK2502
 BK2502                          STATION DESCRIPTION
 BK2502
 BK2502'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2502'20.82 KM (12.93 MI) NW FROM STARKS.
 BK2502'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2502'TO THE NORTH GAMBRELL BAPTIST CHURCH ROAD, THEN WEST 1.12KM (0.75 MILE
 BK2502'TO THE T INTERSECTION, THEN NORTH 7.33 KM (4.55 MILES) TO THE MARK ON
 BK2502'THE RIGHT 10.85 METERS (35.6 FEET) EAST SOUTHEAST OF THE CENTER LINE
 BK2502'OF THE PARISH GRAVEL ROAD, 0.61 METERS (2.0 FEET) WEST OF A 4 STRAND
 BK2502'BARBED WIRE FENCE, 2.9 METERS (9.4 FEET) EAST OF A POWER POLE,
 BK2502'RAILROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2502'THE MARK IS 0.51 METERS  WSW FROM A WITNESS POST.
 BK2502'THE MARK IS 0.30 M ABOVE THE GRAVEL PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2504 ***********************************************************************
 BK2504  DESIGNATION -  6 V 220
 BK2504  PID         -  BK2504
 BK2504  STATE/COUNTY-  LA/BEAUREGARD
 BK2504  USGS QUAD   -  BANCROFT (1982)
 BK2504
 BK2504                         *CURRENT SURVEY CONTROL
 BK2504  ___________________________________________________________________
 BK2504* NAD 83(1986)-  30 30 35.     (N)    093 40 57.     (W)     SCALED    
 BK2504* NAVD 88     -        15.013  (meters)      49.26   (feet)  ADJUSTED  
 BK2504  ___________________________________________________________________
 BK2504  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK2504  DYNAMIC HT  -          14.994 (meters)      49.19  (feet)  COMP
 BK2504  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 BK2504
 BK2504  VERT ORDER  -  SECOND    CLASS I
 BK2504
 BK2504.The horizontal coordinates were scaled from a topographic map and have
 BK2504.an estimated accuracy of +/- 6 seconds.
 BK2504
 BK2504.The orthometric height was determined by differential leveling
 BK2504.and adjusted by the National Geodetic Survey in February 1994..
 BK2504
 BK2504.The geoid height was determined by GEOID03.
 BK2504
 BK2504.The dynamic height is computed by dividing the NAVD 88
 BK2504.geopotential number by the normal gravity value computed on the
 BK2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2504.degrees latitude (g = 980.6199 gals.).
 BK2504
 BK2504.The modeled gravity was interpolated from observed gravity values.
 BK2504
 BK2504;                    North         East    Units  Estimated Accuracy
 BK2504;SPC LA S     -   225,080.      774,530.      MT  (+/- 180 meters Scaled)
 BK2504
 BK2504                          SUPERSEDED SURVEY CONTROL
 BK2504
 BK2504.No superseded survey control is available for this station.
 BK2504
 BK2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP345754(NAD 83)
 BK2504_MARKER: DB = BENCH MARK DISK
 BK2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2504_SP_SET: CONCRETE POST
 BK2504_STAMPING: 6V220 1984
 BK2504_MARK LOGO: LADH  
 BK2504_PROJECTION: RECESSED 3 CENTIMETERS
 BK2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2504+STABILITY: SURFACE MOTION
 BK2504
 BK2504  HISTORY     - Date     Condition        Report By
 BK2504  HISTORY     - 1984     MONUMENTED       LADTD
 BK2504
 BK2504                          STATION DESCRIPTION
 BK2504
 BK2504'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2504'24.20 KM (15.03 MI) NW FROM STARKS.
 BK2504'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2504'TO THE NORTH GAMBRELL BAPTIST CHURCH ROAD, THEN WEST 1.12 KM (0.75
 BK2504'MILES) TO THE T INTERSECTION, THEN NORTH 10.71 KM (6.65 MILE) TO THE
 BK2504'MARK ON THE LEFT 10.76 METERS (35.3 FEET) WEST NORTHWEST OF THE
 BK2504'NORTHEAST CORNER OF THE NORTH END OF A WOODEN BRIDGE, RAILROAD SPIKE
 BK2504'EMBEDDED IN THE CONCRETE.
 BK2504'THE MARK IS 0.55 METERS  ESE FROM A WITNESS POST.
 BK2504'THE MARK IS 0.30 M BELOW THE GRAVEL PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2505 ***********************************************************************
 BK2505  DESIGNATION -  6 V 221
 BK2505  PID         -  BK2505
 BK2505  STATE/COUNTY-  LA/BEAUREGARD
 BK2505  USGS QUAD   -  BANCROFT (1982)
 BK2505
 BK2505                         *CURRENT SURVEY CONTROL
 BK2505  ___________________________________________________________________
 BK2505* NAD 83(1986)-  30 31 23.     (N)    093 41 05.     (W)     SCALED    
 BK2505* NAVD 88     -        26.455  (meters)      86.79   (feet)  ADJUSTED  
 BK2505  ___________________________________________________________________
 BK2505  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK2505  DYNAMIC HT  -          26.421 (meters)      86.68  (feet)  COMP
 BK2505  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BK2505
 BK2505  VERT ORDER  -  SECOND    CLASS I
 BK2505
 BK2505.The horizontal coordinates were scaled from a topographic map and have
 BK2505.an estimated accuracy of +/- 6 seconds.
 BK2505
 BK2505.The orthometric height was determined by differential leveling
 BK2505.and adjusted by the National Geodetic Survey in February 1994..
 BK2505
 BK2505.The geoid height was determined by GEOID03.
 BK2505
 BK2505.The dynamic height is computed by dividing the NAVD 88
 BK2505.geopotential number by the normal gravity value computed on the
 BK2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2505.degrees latitude (g = 980.6199 gals.).
 BK2505
 BK2505.The modeled gravity was interpolated from observed gravity values.
 BK2505
 BK2505;                    North         East    Units  Estimated Accuracy
 BK2505;SPC LA S     -   226,560.      774,350.      MT  (+/- 180 meters Scaled)
 BK2505
 BK2505                          SUPERSEDED SURVEY CONTROL
 BK2505
 BK2505.No superseded survey control is available for this station.
 BK2505
 BK2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP343769(NAD 83)
 BK2505_MARKER: DB = BENCH MARK DISK
 BK2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2505_SP_SET: CONCRETE POST
 BK2505_STAMPING: 6V221 1984
 BK2505_MARK LOGO: LADH  
 BK2505_PROJECTION: FLUSH
 BK2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2505+STABILITY: SURFACE MOTION
 BK2505
 BK2505  HISTORY     - Date     Condition        Report By
 BK2505  HISTORY     - 1984     MONUMENTED       LADTD
 BK2505
 BK2505                          STATION DESCRIPTION
 BK2505
 BK2505'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2505'25.81 KM (16.03 MI) NW FROM STARKS.
 BK2505'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF LA. 12 AND LA. 10
 BK2505'TO THE NORTH GAMBRELL BAPTIST CHURCH ROAD, THEN WEST 1.12 KM (0.75
 BK2505'MILES) TO THE T INTERSECTION, THEN NORTH 12.32 KM (7.65 MILES) TO THE
 BK2505'MARK ON THE RIGHT 9.36 METER (30.7 FEET) EAST NORTHEAST OF THE
 BK2505'CENTERLINE OF GRAVEL PARISH ROAD, 27.8 METERS (94.4 FEET) NORTH-NORTH
 BK2505'WEST OF A 4 INCH SQUARE PIPELINE MARKER EAST SIDE OF ROAD, 29.3 METER
 BK2505'(96.0 FEET) NORTHEAST OF A VALUE ENCASTED IN 8 INCH METAL PIPE.
 BK2505'THE MARK IS 0.49 METERS  WSW FROM A WITNESS POST.
 BK2505'THE MARK IS 0.30 M ABOVE THE GRAVEL PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2506 ***********************************************************************
 BK2506  DESIGNATION -  6 V 222
 BK2506  PID         -  BK2506
 BK2506  STATE/COUNTY-  LA/BEAUREGARD
 BK2506  USGS QUAD   -  BANCROFT (1982)
 BK2506
 BK2506                         *CURRENT SURVEY CONTROL
 BK2506  ___________________________________________________________________
 BK2506* NAD 83(1986)-  30 32 05.     (N)    093 41 01.     (W)     SCALED    
 BK2506* NAVD 88     -        27.880  (meters)      91.47   (feet)  ADJUSTED  
 BK2506  ___________________________________________________________________
 BK2506  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK2506  DYNAMIC HT  -          27.843 (meters)      91.35  (feet)  COMP
 BK2506  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BK2506
 BK2506  VERT ORDER  -  SECOND    CLASS I
 BK2506
 BK2506.The horizontal coordinates were scaled from a topographic map and have
 BK2506.an estimated accuracy of +/- 6 seconds.
 BK2506
 BK2506.The orthometric height was determined by differential leveling
 BK2506.and adjusted by the National Geodetic Survey in February 1994..
 BK2506
 BK2506.The geoid height was determined by GEOID03.
 BK2506
 BK2506.The dynamic height is computed by dividing the NAVD 88
 BK2506.geopotential number by the normal gravity value computed on the
 BK2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2506.degrees latitude (g = 980.6199 gals.).
 BK2506
 BK2506.The modeled gravity was interpolated from observed gravity values.
 BK2506
 BK2506;                    North         East    Units  Estimated Accuracy
 BK2506;SPC LA S     -   227,850.      774,480.      MT  (+/- 180 meters Scaled)
 BK2506
 BK2506                          SUPERSEDED SURVEY CONTROL
 BK2506
 BK2506.No superseded survey control is available for this station.
 BK2506
 BK2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP344782(NAD 83)
 BK2506_MARKER: DB = BENCH MARK DISK
 BK2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2506_SP_SET: CONCRETE POST
 BK2506_STAMPING: 6V222 1984
 BK2506_MARK LOGO: LADH  
 BK2506_PROJECTION: FLUSH
 BK2506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2506+STABILITY: SURFACE MOTION
 BK2506
 BK2506  HISTORY     - Date     Condition        Report By
 BK2506  HISTORY     - 1984     MONUMENTED       LADTD
 BK2506  HISTORY     - 19890920 GOOD             LADTD
 BK2506  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2506
 BK2506                          STATION DESCRIPTION
 BK2506
 BK2506'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2506'27.02 KM (16.78 MI) NW FROM STARKS.
 BK2506'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2506'TO THE NORTH GABRELL BAPTIST CHURCH ROAD, THEN WEST 1.12 KM (0.75
 BK2506'MILES) TO THE T INTERSECTION, THE NORTH  13.53 KM (8.40 MILES) TO THE
 BK2506'MARK ON THE RIGHT OF THE CENTERLINE OF LA 389, 2.92 METERS (9.6 FEET)
 BK2506'NORTH OF A 3 STRAND BARBED WIRE FENCE, 9.05 METERS (29.7 FEET) EAST
 BK2506'NORTHEAST OF A POWER POLE, 35.51 METERS (116.5 FEET) EAST SOUTHEAST OF
 BK2506'THE SOUTHEAST END OF A METAL CATTLEGUARD LEADING TO THE PARISH ROAD,
 BK2506'RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2506'THE MARK IS 1.31 METERS  NNW FROM A WITNESS POST.
 BK2506'THE MARK IS ABOVE LEVEL WITH THE GRAVEL PARISH ROAD.
 BK2506
 BK2506                          STATION RECOVERY (1989)
 BK2506
 BK2506'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2506'THE STATION IS LOCATED 29.0 KM (18.00 MI) SOUTHWEST OF MERRYVILLE AND
 BK2506'27.0 KM (16.75 MI) NORTH OF STARKS.  OWNERSHIP--LOUISIANA DEPARTMENT
 BK2506'OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE
 BK2506'JUNCTION OF STATE HIGHWAYS 12 AND 109 IN STARKS, GO NORTH FOR 12.3 KM
 BK2506'(7.65 MI) ON HIGHWAY 109 TO THE NORTH GABRELL BAPTIST CHURCH ROAD ON
 BK2506'THE LEFT.  TURN LEFT AND GO WEST FOR 1.2 KM (0.75 MI) ON NORTH GABRELL
 BK2506'BAPTIST CHURCH ROAD TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH 12.3
 BK2506'KM (7.65 MI) TO THE STATION ON THE RIGHT, AT INTERSECTION OF STATE
 BK2506'HIGHWAY 389. THE STATION IS 35.5 M (116.5 FT) EAST-SOUTHEAST FROM THE
 BK2506'SOUTHEAST END OF A METAL CATTLEGUARD, 9.1 M (29.9 FT) EAST-NORTHEAST
 BK2506'FROM A POWER POLE, 2.9 M (9.5 FT) NORTH FROM A 3-STRAND BARBED WIRE
 BK2506'FENCE AND 1.3 M (4.3 FT) NORTH-NORTHWEST FROM A WITNESS POST.  THE
 BK2506'MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BK2506
 BK2506                          STATION RECOVERY (2004)
 BK2506
 BK2506'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2507 ***********************************************************************
 BK2507  DESIGNATION -  6 V 223
 BK2507  PID         -  BK2507
 BK2507  STATE/COUNTY-  LA/BEAUREGARD
 BK2507  USGS QUAD   -  BANCROFT (1982)
 BK2507
 BK2507                         *CURRENT SURVEY CONTROL
 BK2507  ___________________________________________________________________
 BK2507* NAD 83(1986)-  30 33 00.     (N)    093 40 49.     (W)     SCALED    
 BK2507* NAVD 88     -        27.382  (meters)      89.84   (feet)  ADJUSTED  
 BK2507  ___________________________________________________________________
 BK2507  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK2507  DYNAMIC HT  -          27.346 (meters)      89.72  (feet)  COMP
 BK2507  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 BK2507
 BK2507  VERT ORDER  -  SECOND    CLASS I
 BK2507
 BK2507.The horizontal coordinates were scaled from a topographic map and have
 BK2507.an estimated accuracy of +/- 6 seconds.
 BK2507
 BK2507.The orthometric height was determined by differential leveling
 BK2507.and adjusted by the National Geodetic Survey in February 1994..
 BK2507
 BK2507.The geoid height was determined by GEOID03.
 BK2507
 BK2507.The dynamic height is computed by dividing the NAVD 88
 BK2507.geopotential number by the normal gravity value computed on the
 BK2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2507.degrees latitude (g = 980.6199 gals.).
 BK2507
 BK2507.The modeled gravity was interpolated from observed gravity values.
 BK2507
 BK2507;                    North         East    Units  Estimated Accuracy
 BK2507;SPC LA S     -   229,540.      774,830.      MT  (+/- 180 meters Scaled)
 BK2507
 BK2507                          SUPERSEDED SURVEY CONTROL
 BK2507
 BK2507.No superseded survey control is available for this station.
 BK2507
 BK2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP347799(NAD 83)
 BK2507_MARKER: DB = BENCH MARK DISK
 BK2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2507_SP_SET: CONCRETE POST
 BK2507_STAMPING: 6V223 1984
 BK2507_MARK LOGO: LADH  
 BK2507_PROJECTION: FLUSH
 BK2507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2507+STABILITY: SURFACE MOTION
 BK2507
 BK2507  HISTORY     - Date     Condition        Report By
 BK2507  HISTORY     - 1984     MONUMENTED       LADTD
 BK2507  HISTORY     - 19890920 GOOD             LADTD
 BK2507  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2507
 BK2507                          STATION DESCRIPTION
 BK2507
 BK2507'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2507'1.91 KM (1.19 MI) SOUTH FROM BANCROFT.
 BK2507'26.57 KM (17.13 MILES) SOUTH OF JUNCTION LA.389 AND US 190 TO THE MARK
 BK2507'ON THE LEFT, 120 METERS (39.3 FEET) EAST OF THE CENTERLINE OF LA.389,
 BK2507'0.67 METERS (2.2 FEET) WEST OF A MESH AND BARBED WIRE FENCE.
 BK2507'4.02 METERS (13.2 FEET) EAST OF THE NORTH END OF A 18 INCH BY 24 FEET
 BK2507'CONCRETE PIPE DRIVE LEADING EAST, 25.8 METERS (84.7 FEET) EAST NORTH
 BK2507'EAST OF A CUT OFF TELEPHONE POLE WITH PEDESTAL WEST OF LA.389 THIS
 BK2507'MARK MAY ALSO BE REACHED BY GOING 12.28 KM (7.63 MILES) NORTH ON FROM
 BK2507'THE INTERSECTION OF LA 12 AND LA.109 TO THE NORTH BAMBAELL BAPTIST
 BK2507'CHURCH ROAD THEN WEST 1.12 KM (0.75 MILES) TO THE INTERSECTION, THEN
 BK2507'NORTH 15.27 KM. (9.48 MILES) TO THE MARK ON THE RIGHT.  RAILROAD SPIKE
 BK2507'EMBEDDED IN THE CONCRETE POST.
 BK2507'THE MARK IS 0.58 METERS  W FROM A WITNESS POST.
 BK2507'THE MARK IS ABOVE LEVEL WITH LA.389.
 BK2507
 BK2507                          STATION RECOVERY (1989)
 BK2507
 BK2507'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2507'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF STARKS, 27.6
 BK2507'KM (17.15 MI) SOUTH OF MERRYVILLE AND 1.9 KM (1.20 MI) SOUTH OF
 BK2507'BANCROFT.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BK2507'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BK2507'389 AND U.S. HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 27.6 KM (17.15
 BK2507'MI) ON HIGHWAY 389 TO THE MARK ON THE LEFT. STATION IS 25.8 M (84.6
 BK2507'FT) EAST-NORTHEAST OF A CUT OFF TELPHONE POLE AND JUNCTION BOX ON THE
 BK2507'WEST SIDE OF THE HIGHWAY, 12.0 M (39.4 FT) EAST FROM THE CENTER OF THE
 BK2507'HIGHWAY, 4.0 M (13.1 FT) EAST OF THE NORTH END OF A CONCRETE CULVERT,
 BK2507'0.7 M (2.3 FT) WEST FROM A MESH AND BARBED WIRE FENCE AND 0.6 M (2.0
 BK2507'FT) WEST FROM A WITNESS POST.  MARK IS FLUSH WITH THE GROUND AND ABOUT
 BK2507'LEVEL WITH THE HIGHWAY.
 BK2507
 BK2507                          STATION RECOVERY (2004)
 BK2507
 BK2507'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2508 ***********************************************************************
 BK2508  DESIGNATION -  6 V 224
 BK2508  PID         -  BK2508
 BK2508  STATE/COUNTY-  LA/BEAUREGARD
 BK2508  USGS QUAD   -  BANCROFT (1982)
 BK2508
 BK2508                         *CURRENT SURVEY CONTROL
 BK2508  ___________________________________________________________________
 BK2508* NAD 83(1986)-  30 33 55.     (N)    093 40 47.     (W)     SCALED    
 BK2508* NAVD 88     -        28.209  (meters)      92.55   (feet)  ADJUSTED  
 BK2508  ___________________________________________________________________
 BK2508  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK2508  DYNAMIC HT  -          28.173 (meters)      92.43  (feet)  COMP
 BK2508  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 BK2508
 BK2508  VERT ORDER  -  SECOND    CLASS I
 BK2508
 BK2508.The horizontal coordinates were scaled from a topographic map and have
 BK2508.an estimated accuracy of +/- 6 seconds.
 BK2508
 BK2508.The orthometric height was determined by differential leveling
 BK2508.and adjusted by the National Geodetic Survey in February 1994..
 BK2508
 BK2508.The geoid height was determined by GEOID03.
 BK2508
 BK2508.The dynamic height is computed by dividing the NAVD 88
 BK2508.geopotential number by the normal gravity value computed on the
 BK2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2508.degrees latitude (g = 980.6199 gals.).
 BK2508
 BK2508.The modeled gravity was interpolated from observed gravity values.
 BK2508
 BK2508;                    North         East    Units  Estimated Accuracy
 BK2508;SPC LA S     -   231,230.      774,920.      MT  (+/- 180 meters Scaled)
 BK2508
 BK2508                          SUPERSEDED SURVEY CONTROL
 BK2508
 BK2508.No superseded survey control is available for this station.
 BK2508
 BK2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP348816(NAD 83)
 BK2508_MARKER: DB = BENCH MARK DISK
 BK2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2508_SP_SET: CONCRETE POST
 BK2508_STAMPING: 6V224 1984
 BK2508_MARK LOGO: LADH  
 BK2508_PROJECTION: FLUSH
 BK2508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2508+STABILITY: SURFACE MOTION
 BK2508
 BK2508  HISTORY     - Date     Condition        Report By
 BK2508  HISTORY     - 1984     MONUMENTED       LADTD
 BK2508  HISTORY     - 19890920 GOOD             LADTD
 BK2508  HISTORY     - 20041009 GOOD             USPSQD
 BK2508
 BK2508                          STATION DESCRIPTION
 BK2508
 BK2508'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2508'IN BANCROFT.
 BK2508'24.66 KM (15.94 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190 TO
 BK2508'THE MARK ON THE RIGHT 14.7 METERS (48.2 FEET) NORTHWEST OF THE
 BK2508'CENTERLINE OF LA.389, 14.2 METERS (46.5 FEET) SOUTH OF THE CENTERLINE
 BK2508'OF A ASPHALT ROAD LEADING WEST TO SPIKE CEMETARY, 21.4 METERS (70.3
 BK2508'FEET) SOUTHEAST OF THE NORTH CORNER OF THE NORTH END OF A CATTLE GUARD
 BK2508'TO SPIKE CEMETARY ROAD, RAILROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2508'THE MARK IS 0.52 METERS  SE FROM A WITNESS POST.
 BK2508'THE MARK IS ABOVE LEVEL WITH LA.389.
 BK2508
 BK2508                          STATION RECOVERY (1989)
 BK2508
 BK2508'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2508'THE STATION IS LOCATED ABOUT 30.9 KM (19.20 MI) NORTH OF STARKS, 25.6
 BK2508'KM (15.90 MI) SOUTH OF MERRYVILLE AND IN BANCROFT.
 BK2508'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BK2508'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 389 AND U.S.
 BK2508'HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 25.6 KM (15.90 MI) ON HIGHWAY
 BK2508'389 TO THE MARK ON THE RIGHT. THE STATION IS 21.4 M (70.2 FT)
 BK2508'SOUTHEAST OF THE NORTH CORNER OF THE NORTH END OF A CATTLE GUARD, 14.7
 BK2508'M (48.2 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 14.2 M (46.6 FT)
 BK2508'SOUTH FROM THE CENTER OF A BLACKTOP ROAD LEADING WEST TO SPIKE
 BK2508'CEMETARY AND 0.5 M (1.6 FT) SOUTHEAST FROM A WITNESS POST.  THE MARK
 BK2508'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BK2508
 BK2508                          STATION RECOVERY (2004)
 BK2508
 BK2508'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2509 ***********************************************************************
 BK2509  DESIGNATION -  6 V 225
 BK2509  PID         -  BK2509
 BK2509  STATE/COUNTY-  LA/BEAUREGARD
 BK2509  USGS QUAD   -  BANCROFT (1982)
 BK2509
 BK2509                         *CURRENT SURVEY CONTROL
 BK2509  ___________________________________________________________________
 BK2509* NAD 83(1986)-  30 34 40.     (N)    093 40 01.     (W)     SCALED    
 BK2509* NAVD 88     -        30.373  (meters)      99.65   (feet)  ADJUSTED  
 BK2509  ___________________________________________________________________
 BK2509  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK2509  DYNAMIC HT  -          30.333 (meters)      99.52  (feet)  COMP
 BK2509  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 BK2509
 BK2509  VERT ORDER  -  SECOND    CLASS I
 BK2509
 BK2509.The horizontal coordinates were scaled from a topographic map and have
 BK2509.an estimated accuracy of +/- 6 seconds.
 BK2509
 BK2509.The orthometric height was determined by differential leveling
 BK2509.and adjusted by the National Geodetic Survey in February 1994..
 BK2509
 BK2509.The geoid height was determined by GEOID03.
 BK2509
 BK2509.The dynamic height is computed by dividing the NAVD 88
 BK2509.geopotential number by the normal gravity value computed on the
 BK2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2509.degrees latitude (g = 980.6199 gals.).
 BK2509
 BK2509.The modeled gravity was interpolated from observed gravity values.
 BK2509
 BK2509;                    North         East    Units  Estimated Accuracy
 BK2509;SPC LA S     -   232,590.      776,180.      MT  (+/- 180 meters Scaled)
 BK2509
 BK2509                          SUPERSEDED SURVEY CONTROL
 BK2509
 BK2509.No superseded survey control is available for this station.
 BK2509
 BK2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP360830(NAD 83)
 BK2509_MARKER: DB = BENCH MARK DISK
 BK2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2509_SP_SET: CONCRETE POST
 BK2509_STAMPING: 6V225 1984
 BK2509_MARK LOGO: LADH  
 BK2509_PROJECTION: FLUSH
 BK2509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2509+STABILITY: SURFACE MOTION
 BK2509
 BK2509  HISTORY     - Date     Condition        Report By
 BK2509  HISTORY     - 1984     MONUMENTED       LADTD
 BK2509  HISTORY     - 19890920 GOOD             LADTD
 BK2509  HISTORY     - 20041009 GOOD             USPSQD
 BK2509
 BK2509                          STATION DESCRIPTION
 BK2509
 BK2509'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2509'1.85 KM (1.15 MI) NORTH FROM BANCROFT.
 BK2509'22.81 KM (14.79 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190 TO
 BK2509'THE MARK ON THE LEFT 12.2 METERS (40.0 FEET) EAST SOUTHEAST OF THE
 BK2509'CENTERLINE OF LA.389, 1.2 METERS (3.9 FEET) WEST OF A 3 STRAND BARBED
 BK2509'WIRE FENCE, 9.54 METERS (31.3 FEET) SOUTHWEST OF THE CENTERLINE OFA
 BK2509'DIRT ROAD LEADING EAST, 7.01 METERS (23.0 FEET) WEST SOUTHWEST OF THE
 BK2509'SOUTHEAST CORNER OF THE SOUTH END OF A WOODEN CATTLEGUARD, 2.6 METERS
 BK2509'(8.4 FEET) SOUTH-SOUTHWEST OF A RIGHT AWAY MARKER LADH, 25.0 METERS
 BK2509'(84.0 FEET) EAST SOUTHEAST OFA 3 STRAND BARBED WIRE FENCE WEST OF
 BK2509'LA.389, RAILROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2509'THE MARK IS 0.94 METERS  NNW FROM A WITNESS POST.
 BK2509'THE MARK IS 0.30 M ABOVE LA.389.
 BK2509
 BK2509                          STATION RECOVERY (1989)
 BK2509
 BK2509'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2509'THE STATION IS LOCATED ABOUT 32.3 KM (20.05 MI) NORTH OF STARKS, 23.8
 BK2509'KM (14.80 MI) SOUTH OF MERRYVILLE AND 1.9 KM (1.20 MI) NORTH OF
 BK2509'BANCROFT.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BK2509'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BK2509'389 AND U.S. HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 32.3 KM (20.05
 BK2509'MI) ON HIGHWAY 389 TO THE MARK ON THE LEFT. THE STATION IS 12.2 M
 BK2509'(40.0 FT) EAST-SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 9.5 M (31.2
 BK2509'FT) SOUTHWEST FROM THE CENTER OF A DIRT ROAD LEADING EAST, 7.0 M (23.0
 BK2509'FT) WEST-SOUTHWEST FROM FROM THE SOUTHEAST CORNER OF THE SOUTH END OF
 BK2509'A WOODEN CATTLEGUARD, 2.6 M (8.5 FT) SOUTH-SOUTHWEST FROM A
 BK2509'RIGHT-OF-WAY MARKER, 1.2 M (3.9 FT) WEST FROM A 3-STRAND BARBED WIRE
 BK2509'FENCE AND 0.9 M (3.0 FT) NORTH-NORTHWEST FROM A WITNESS POST.  THE
 BK2509'MARK IS FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL
 BK2509'OF THE HIGHWAY.
 BK2509
 BK2509                          STATION RECOVERY (2004)
 BK2509
 BK2509'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2511 ***********************************************************************
 BK2511  DESIGNATION -  6 V 226
 BK2511  PID         -  BK2511
 BK2511  STATE/COUNTY-  LA/BEAUREGARD
 BK2511  USGS QUAD   -  BANCROFT (1982)
 BK2511
 BK2511                         *CURRENT SURVEY CONTROL
 BK2511  ___________________________________________________________________
 BK2511* NAD 83(1986)-  30 36 07.     (N)    093 38 43.     (W)     SCALED    
 BK2511* NAVD 88     -        28.504  (meters)      93.52   (feet)  ADJUSTED  
 BK2511  ___________________________________________________________________
 BK2511  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK2511  DYNAMIC HT  -          28.467 (meters)      93.40  (feet)  COMP
 BK2511  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BK2511
 BK2511  VERT ORDER  -  SECOND    CLASS I
 BK2511
 BK2511.The horizontal coordinates were scaled from a topographic map and have
 BK2511.an estimated accuracy of +/- 6 seconds.
 BK2511
 BK2511.The orthometric height was determined by differential leveling
 BK2511.and adjusted by the National Geodetic Survey in February 1994..
 BK2511
 BK2511.The geoid height was determined by GEOID03.
 BK2511
 BK2511.The dynamic height is computed by dividing the NAVD 88
 BK2511.geopotential number by the normal gravity value computed on the
 BK2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2511.degrees latitude (g = 980.6199 gals.).
 BK2511
 BK2511.The modeled gravity was interpolated from observed gravity values.
 BK2511
 BK2511;                    North         East    Units  Estimated Accuracy
 BK2511;SPC LA S     -   235,230.      778,310.      MT  (+/- 180 meters Scaled)
 BK2511
 BK2511                          SUPERSEDED SURVEY CONTROL
 BK2511
 BK2511.No superseded survey control is available for this station.
 BK2511
 BK2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP381856(NAD 83)
 BK2511_MARKER: DB = BENCH MARK DISK
 BK2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2511_SP_SET: CONCRETE POST
 BK2511_STAMPING: 6V226 1984
 BK2511_MARK LOGO: LADH  
 BK2511_PROJECTION: FLUSH
 BK2511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2511+STABILITY: SURFACE MOTION
 BK2511
 BK2511  HISTORY     - Date     Condition        Report By
 BK2511  HISTORY     - 1984     MONUMENTED       LADTD
 BK2511  HISTORY     - 19890920 GOOD             LADTD
 BK2511  HISTORY     - 20041009 GOOD             USPSQD
 BK2511
 BK2511                          STATION DESCRIPTION
 BK2511
 BK2511'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2511'5.18 KM (3.22 MI) NORTH FROM BANCROFT.
 BK2511'19.48 KM (12.72 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190 TO
 BK2511'THE MARK ON THE RIGHT 13.04 METERS (50.6 FEET) EAST SOUTHEAST OF THE
 BK2511'CENTERLINE OF LA.389, 15.5 METERS (51.0 FEET) NORTHEAST OF THE CENTER
 BK2511'LINE OF DIRT ROAD LEADING EAST, 13.5 METERS (44.2 FEET) NORTHEAST OF
 BK2511'THE NORTHWEST CORNER OF THE NORTH END OF A METAL CATTLEGUARD,
 BK2511'9.0 METERS (29.5 FEET) NORTHEAST OF A POWER POLE, 0.67 METERS (2.2 FT)
 BK2511'WEST SOUTHWEST OF A 4 STRAND MESH AND BARBED WIRE FENCE, 7.25 METERS
 BK2511'(23.8 FEET) EAST SOUTHEAST OF THE NORTH END OF A 18 INCH BY 25 FOOT
 BK2511'CONCRETE PIPE DRIVE LEADING EAST, RAILROAD SPIKE EMBEDDED IN THE
 BK2511'CONCRETE POST.
 BK2511'THE MARK IS 0.52 METERS  WSW FROM A WITNESS POST.
 BK2511'THE MARK IS ABOVE LEVEL WITH LA.389.
 BK2511
 BK2511                          STATION RECOVERY (1989)
 BK2511
 BK2511'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2511'THE STATION IS LOCATED ABOUT 36.0 KM (22.35 MI) NORTH OF STARKS, 20.4
 BK2511'KM (12.65 MI) SOUTH OF MERRYVILLE AND 5.2 KM (3.25 MI) NORTH OF
 BK2511'BANCROFT.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BK2511'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BK2511'389 AND U.S. HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 20.4 KM (12.65
 BK2511'MI) ON HIGHWAY 389 TO THE MARK ON THE LEFT. THE STATION IS 15.4 M
 BK2511'(50.5 FT) EAST-SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 15.5 M (50.9
 BK2511'FT) NORTHEAST FROM THE CENTER OF A DIRT ROAD LEADING EAST, 13.5 M
 BK2511'(44.3 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE NORTH END OF A
 BK2511'METAL CATTLEGUARD, 9.0 M (29.5 FT) NORTHEAST FROM A POWER POLE, 7.3 M
 BK2511'(24.0 FT) EAST-SOUTHEAST FROM THE NORTH END OF A CONCRETE CULVERT AND
 BK2511'0.5 M (1.6 FT) WESTSOUTHWEST FROM A WITNESS POST.  THE MARK IS FLUSH
 BK2511'WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BK2511
 BK2511                          STATION RECOVERY (2004)
 BK2511
 BK2511'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2512 ***********************************************************************
 BK2512  DESIGNATION -  6 V 227
 BK2512  PID         -  BK2512
 BK2512  STATE/COUNTY-  LA/BEAUREGARD
 BK2512  USGS QUAD   -  BANCROFT (1982)
 BK2512
 BK2512                         *CURRENT SURVEY CONTROL
 BK2512  ___________________________________________________________________
 BK2512* NAD 83(1986)-  30 36 49.     (N)    093 38 03.     (W)     SCALED    
 BK2512* NAVD 88     -        32.038  (meters)     105.11   (feet)  ADJUSTED  
 BK2512  ___________________________________________________________________
 BK2512  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK2512  DYNAMIC HT  -          31.996 (meters)     104.97  (feet)  COMP
 BK2512  MODELED GRAV-     979,354.7   (mgal)                       NAVD 88
 BK2512
 BK2512  VERT ORDER  -  SECOND    CLASS I
 BK2512
 BK2512.The horizontal coordinates were scaled from a topographic map and have
 BK2512.an estimated accuracy of +/- 6 seconds.
 BK2512
 BK2512.The orthometric height was determined by differential leveling
 BK2512.and adjusted by the National Geodetic Survey in February 1994..
 BK2512
 BK2512.The geoid height was determined by GEOID03.
 BK2512
 BK2512.The dynamic height is computed by dividing the NAVD 88
 BK2512.geopotential number by the normal gravity value computed on the
 BK2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2512.degrees latitude (g = 980.6199 gals.).
 BK2512
 BK2512.The modeled gravity was interpolated from observed gravity values.
 BK2512
 BK2512;                    North         East    Units  Estimated Accuracy
 BK2512;SPC LA S     -   236,500.      779,400.      MT  (+/- 180 meters Scaled)
 BK2512
 BK2512                          SUPERSEDED SURVEY CONTROL
 BK2512
 BK2512.No superseded survey control is available for this station.
 BK2512
 BK2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP392869(NAD 83)
 BK2512_MARKER: DB = BENCH MARK DISK
 BK2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2512_SP_SET: CONCRETE POST
 BK2512_STAMPING: 6 V 227 1984
 BK2512_MARK LOGO: LADH  
 BK2512_PROJECTION: FLUSH
 BK2512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2512+STABILITY: SURFACE MOTION
 BK2512
 BK2512  HISTORY     - Date     Condition        Report By
 BK2512  HISTORY     - 1984     MONUMENTED       LADTD
 BK2512  HISTORY     - 19890920 GOOD             LADTD
 BK2512  HISTORY     - 20041009 GOOD             USPSQD
 BK2512
 BK2512                          STATION DESCRIPTION
 BK2512
 BK2512'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2512'6.92 KM (4.30 MI) NORTH FROM BANCROFT.
 BK2512'17.74 KM (11.64 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190,
 BK2512'TO THE MARK ON THE RIGHT 14.5 METERS (47.5 FEET) SOUTHEAST OF THE
 BK2512'CENTERLINE OF LA.389, 8.41 METERS (27.6 FEET) SOUTHWEST OF THE
 BK2512'CENTERLINE OF A DIRT ROAD LEADING EAST, 0.82 METER (2.7 FEET) WEST
 BK2512'NORTHWEST OF A MESH AND BARBED WIRE FENCE, 14.9 METERS (48.8 FEET)
 BK2512'SOUTHWEST OF A POWER POLE, RAILROAD SPIKE EMBEDDED IN THE CONCRETE
 BK2512'POST.
 BK2512'THE MARK IS 0.67 METERS  WNW FROM A WITNESS POST.
 BK2512'THE MARK IS 0.61 M ABOVE LA.389.
 BK2512
 BK2512                          STATION RECOVERY (1989)
 BK2512
 BK2512'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2512'THE STATION IS LOCATED ABOUT 37.8 KM (23.50 MI) NORTH OF STARKS, 18.7
 BK2512'KM (11.60 MI) SOUTH OF MERRYVILLE AND 6.9 KM (4.30 MI) NORTH OF
 BK2512'BANCROFT.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BK2512'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BK2512'389 AND U.S. HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 18.7 KM (11.60
 BK2512'MI) ON HIGHWAY 389 TO THE MARK ON THE LEFT. THE STATION IS 14.9 M
 BK2512'(48.9 FT) SOUTHWEST FROM A POWER POLE, 14.5 M (47.6 FT) SOUTHEAST FROM
 BK2512'THE CENTER OF THE HIGHWAY, 8.4 M (27.6 FT) SOUTHWEST FROM THE CENTER
 BK2512'OF A DIRT ROAD LEADING EAST, 0.8 M (2.6 FT) WEST-NORTHWEST FROM A MESH
 BK2512'AND BARBED WIRE FENCE AND 0.7 M (2.3 FT) WEST-NORTHWEST FROM A WITNESS
 BK2512'POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT)
 BK2512'ABOVE THE LEVEL OF THE HIGHWAY.
 BK2512
 BK2512                          STATION RECOVERY (2004)
 BK2512
 BK2512'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2513 ***********************************************************************
 BK2513  DESIGNATION -  6 V 228
 BK2513  PID         -  BK2513
 BK2513  STATE/COUNTY-  LA/BEAUREGARD
 BK2513  USGS QUAD   -  FIELDS (1982)
 BK2513
 BK2513                         *CURRENT SURVEY CONTROL
 BK2513  ___________________________________________________________________
 BK2513* NAD 83(1986)-  30 37 27.     (N)    093 37 26.     (W)     SCALED    
 BK2513* NAVD 88     -        23.177  (meters)      76.04   (feet)  ADJUSTED  
 BK2513  ___________________________________________________________________
 BK2513  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK2513  DYNAMIC HT  -          23.147 (meters)      75.94  (feet)  COMP
 BK2513  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 BK2513
 BK2513  VERT ORDER  -  SECOND    CLASS I
 BK2513
 BK2513.The horizontal coordinates were scaled from a topographic map and have
 BK2513.an estimated accuracy of +/- 6 seconds.
 BK2513
 BK2513.The orthometric height was determined by differential leveling
 BK2513.and adjusted by the National Geodetic Survey in February 1994..
 BK2513
 BK2513.The geoid height was determined by GEOID03.
 BK2513
 BK2513.The dynamic height is computed by dividing the NAVD 88
 BK2513.geopotential number by the normal gravity value computed on the
 BK2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2513.degrees latitude (g = 980.6199 gals.).
 BK2513
 BK2513.The modeled gravity was interpolated from observed gravity values.
 BK2513
 BK2513;                    North         East    Units  Estimated Accuracy
 BK2513;SPC LA S     -   237,650.      780,410.      MT  (+/- 180 meters Scaled)
 BK2513
 BK2513                          SUPERSEDED SURVEY CONTROL
 BK2513
 BK2513.No superseded survey control is available for this station.
 BK2513
 BK2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP402881(NAD 83)
 BK2513_MARKER: DB = BENCH MARK DISK
 BK2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2513_SP_SET: CONCRETE POST
 BK2513_STAMPING: 6V228 1984
 BK2513_MARK LOGO: LADH  
 BK2513_PROJECTION: FLUSH
 BK2513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2513+STABILITY: SURFACE MOTION
 BK2513
 BK2513  HISTORY     - Date     Condition        Report By
 BK2513  HISTORY     - 1984     MONUMENTED       LADTD
 BK2513  HISTORY     - 19890920 GOOD             LADTD
 BK2513  HISTORY     - 20041009 GOOD             USPSQD
 BK2513
 BK2513                          STATION DESCRIPTION
 BK2513
 BK2513'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2513'1.71 KM (1.06 MI) SOUTH FROM BIVENS.
 BK2513'16.11 KM (10.63 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190
 BK2513'12.1 METERS (39.6 FEET) NORTH-NORTHWEST OF THE CENTERLINE OF LA. 389,
 BK2513'9.6 METERS (31.4 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF A DIRT
 BK2513'LANE, 2.8 METERS (9.1 FEET) SOUTH-SOUTHEAST OF A 4 STRAND BARBED WIRE
 BK2513'FENCE, 1.1 METERS (3.6 FEET) EAST NORTHEAST OF A RIGHT AWAY MARKERS,
 BK2513'20.0 METERS (65.5 FEET) WEST OF THE NORTH WEST END OF A CROSSDRAIN
 BK2513'UNDER LA.389 30 INCHES BV 53 FEET CONCRETE PIPE, CROSSING AT A SKEW,
 BK2513'RAILROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2513'THE MARK IS 0.73 METERS  SSE FROM A WITNESS POST.
 BK2513'THE MARK IS 0.30 M ABOVE LA.389.
 BK2513
 BK2513                          STATION RECOVERY (1989)
 BK2513
 BK2513'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2513'THE STATION IS LOCATED ABOUT 39.4 KM (24.50 MI) NORTH OF STARKS, 17.1
 BK2513'KM (10.60 MI) SOUTH OF MERRYVILLE AND 1.7 KM (1.05 MI) SOUTH OF
 BK2513'BIVENS.  OWNERSHIP--LOUISIANA DEPARTMENT TRANSPORTATION AND
 BK2513'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BK2513'389 AND U.S. HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 17.1 KM (10.60
 BK2513'MI) TO THE MARK ON RIGHT, 20.0 M (65.6 FT) WEST OF THE NORTHWEST END
 BK2513'OF A CROSSDRAIN, 12.1 M (39.7 FT) NORTH-NORTHWEST FROM THE CENTER OF
 BK2513'THE HIGHWAY, 9.6 M (31.5 FT) NORTH-NORTHEAST FROM THE CENTER OF A DIRT
 BK2513'LANE, 2.8 M (9.2 FT) SOUTH-SOUTHEAST FROM A 4-STRAND BARBED WIRE
 BK2513'FENCE, 1.1 M (3.6 FT) EAST-SOUTHEAST FROM A RIGHT-OF-WAY MARKER AND
 BK2513'0.7 M (2.3 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.  THE MARK IS FLUSH
 BK2513'WITH GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BK2513
 BK2513                          STATION RECOVERY (2004)
 BK2513
 BK2513'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2514 ***********************************************************************
 BK2514  DESIGNATION -  6 V 229
 BK2514  PID         -  BK2514
 BK2514  STATE/COUNTY-  LA/BEAUREGARD
 BK2514  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2514
 BK2514                         *CURRENT SURVEY CONTROL
 BK2514  ___________________________________________________________________
 BK2514* NAD 83(1986)-  30 37 48.     (N)    093 36 28.     (W)     SCALED    
 BK2514* NAVD 88     -        31.167  (meters)     102.25   (feet)  ADJUSTED  
 BK2514  ___________________________________________________________________
 BK2514  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2514  DYNAMIC HT  -          31.127 (meters)     102.12  (feet)  COMP
 BK2514  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 BK2514
 BK2514  VERT ORDER  -  SECOND    CLASS I
 BK2514
 BK2514.The horizontal coordinates were scaled from a topographic map and have
 BK2514.an estimated accuracy of +/- 6 seconds.
 BK2514
 BK2514.The orthometric height was determined by differential leveling
 BK2514.and adjusted by the National Geodetic Survey in February 1994..
 BK2514
 BK2514.The geoid height was determined by GEOID03.
 BK2514
 BK2514.The dynamic height is computed by dividing the NAVD 88
 BK2514.geopotential number by the normal gravity value computed on the
 BK2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2514.degrees latitude (g = 980.6199 gals.).
 BK2514
 BK2514.The modeled gravity was interpolated from observed gravity values.
 BK2514
 BK2514;                    North         East    Units  Estimated Accuracy
 BK2514;SPC LA S     -   238,270.      781,960.      MT  (+/- 180 meters Scaled)
 BK2514
 BK2514                          SUPERSEDED SURVEY CONTROL
 BK2514
 BK2514.No superseded survey control is available for this station.
 BK2514
 BK2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP417887(NAD 83)
 BK2514_MARKER: DB = BENCH MARK DISK
 BK2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2514_SP_SET: CONCRETE POST
 BK2514_STAMPING: 6V229 1984
 BK2514_MARK LOGO: LADH  
 BK2514_PROJECTION: FLUSH
 BK2514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2514+STABILITY: SURFACE MOTION
 BK2514
 BK2514  HISTORY     - Date     Condition        Report By
 BK2514  HISTORY     - 1984     MONUMENTED       LADTD
 BK2514  HISTORY     - 19890920 GOOD             LADTD
 BK2514
 BK2514                          STATION DESCRIPTION
 BK2514
 BK2514'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2514'IN BIVENS.
 BK2514'14.40 KM (9.57 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190 TO
 BK2514'THE MARK ON THE RIGHT, 16.95 METERS (55.6 FEET) NORTHWEST OF THE
 BK2514'CENTERLINE OF LA.389, 7.31 METERS (24.0 FEET) EAST NORTHEAST OF A
 BK2514'POWER POLE, 22.98 METERS (75.4 FEET) SOUTHEAST OF THE NORTHEAST CORNER
 BK2514'OF A 3 INCH CHAIN LINK FENCE, 1.74 METERS (5.7 FEET) EAST OF THE
 BK2514'WESTERN MOST OAK TREE 27 INCHES, 1.83 METERS (6.0 FEET) WEST OF THE
 BK2514'EASTERN MOST OAK TREE 27 INCHES, RAILROAD SPIKE EMBEDDED IN THE
 BK2514'CONCRETE POST.
 BK2514'THE MARK IS 1.40 METERS  W FROM A WITNESS POST.
 BK2514'THE MARK IS 0.61 M ABOVE LA.389.
 BK2514
 BK2514                          STATION RECOVERY (1989)
 BK2514
 BK2514'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2514'THE STATION IS LOCATED ABOUT 41.0 KM (25.45 MI) NORTH OF STARKS, 15.4
 BK2514'KM (9.55 MI) SOUTH OF MERRYVILLE, IN BIVENS.  OWNERSHIP--MR R C
 BK2514'FRANKS. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 389
 BK2514'AND U.S. HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 15.4 KM (9.55 MI) ON
 BK2514'HIGHWAY 389 TO THE MARK ON THE RIGHT. THE STATION IS 23.0 M (75.5 FT)
 BK2514'SOUTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE, 17.0 M (55.8
 BK2514'FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 7.3 M (24.0 FT)
 BK2514'EAST-NORTHEAST FROM A POWER POLE, 1.8 M (5.9 FT) WEST FROM A 71.1 CM
 BK2514'(28 IN) OAK TREE, 1.7 M (5.6 FT) EAST FROM A 71.1 CM (28 IN) OAK TREE
 BK2514'AND 1.4 M (4.6 FT) WEST FROM A WITNESS POST.  THE MARK IS FLUSH WITH
 BK2514'THE GROUND AND ABOUT 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2516 ***********************************************************************
 BK2516  DESIGNATION -  6 V 230
 BK2516  PID         -  BK2516
 BK2516  STATE/COUNTY-  LA/BEAUREGARD
 BK2516  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2516
 BK2516                         *CURRENT SURVEY CONTROL
 BK2516  ___________________________________________________________________
 BK2516* NAD 83(1986)-  30 38 43.     (N)    093 35 49.     (W)     SCALED    
 BK2516* NAVD 88     -        25.336  (meters)      83.12   (feet)  ADJUSTED  
 BK2516  ___________________________________________________________________
 BK2516  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2516  DYNAMIC HT  -          25.304 (meters)      83.02  (feet)  COMP
 BK2516  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BK2516
 BK2516  VERT ORDER  -  SECOND    CLASS I
 BK2516
 BK2516.The horizontal coordinates were scaled from a topographic map and have
 BK2516.an estimated accuracy of +/- 6 seconds.
 BK2516
 BK2516.The orthometric height was determined by differential leveling
 BK2516.and adjusted by the National Geodetic Survey in February 1994..
 BK2516
 BK2516.The geoid height was determined by GEOID03.
 BK2516
 BK2516.The dynamic height is computed by dividing the NAVD 88
 BK2516.geopotential number by the normal gravity value computed on the
 BK2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2516.degrees latitude (g = 980.6199 gals.).
 BK2516
 BK2516.The modeled gravity was interpolated from observed gravity values.
 BK2516
 BK2516;                    North         East    Units  Estimated Accuracy
 BK2516;SPC LA S     -   239,940.      783,040.      MT  (+/- 180 meters Scaled)
 BK2516
 BK2516                          SUPERSEDED SURVEY CONTROL
 BK2516
 BK2516.No superseded survey control is available for this station.
 BK2516
 BK2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP428904(NAD 83)
 BK2516_MARKER: DB = BENCH MARK DISK
 BK2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2516_SP_SET: CONCRETE POST
 BK2516_STAMPING: 6V230 1984
 BK2516_MARK LOGO: LADH  
 BK2516_PROJECTION: FLUSH
 BK2516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2516+STABILITY: SURFACE MOTION
 BK2516
 BK2516  HISTORY     - Date     Condition        Report By
 BK2516  HISTORY     - 1984     MONUMENTED       LADTD
 BK2516  HISTORY     - 19890920 GOOD             LADTD
 BK2516
 BK2516                          STATION DESCRIPTION
 BK2516
 BK2516'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2516'2.01 KM (1.25 MI) NORTH FROM BIVENS.
 BK2516'12.39 KM (8.32 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190, TO
 BK2516'THE MARK ON THE RIGHT 13.65 METERS (44.8 FEET) WEST OF THE CENTERLINE
 BK2516'OF LA.389 0.55 METERS (1.8 FEET) EAST F A 4 STRAND BARBED WIRE FENCE,
 BK2516'10.55 METERS (34.6 FEET) NORTH-NORTHWEST OF A POWER POLE, 34.26 METERS
 BK2516'(112.4 FEET) NORTH-NORTHWEST OF A PIPELINE VENT ON THE WEST SIDE OF
 BK2516'LA. 389, 31.4 METERS (103.0 FEET) SOUTH WEST OF A PIPELINE VENT ON THE
 BK2516'EAST SIDE OF LA 389, 27.4 METERS (89.8 FEET) WEST SOUTHWEST OF A RIGHT
 BK2516'AWAY MARKER EAST OF LA.389, RAILROAD SPIKE EMBEDDED IN THE CONCRETE
 BK2516'POST.
 BK2516'THE MARK IS 0.43 METERS  E FROM A WITNESS POST.
 BK2516'THE MARK IS ABOVE LEVEL WITH LA.389.
 BK2516
 BK2516                          STATION RECOVERY (1989)
 BK2516
 BK2516'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2516'THE STATION IS LOCATED ABOUT 43.1 KM (26.80 MI) NORTH OF STARKS, 13.4
 BK2516'KM (8.30 MI) SOUTH OF MERRYVILLE AND 2.0 KM (1.25 MI) NORTH OF
 BK2516'BIEVENS. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 389
 BK2516'AND U.S. HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 11.7 KM (7.25 MI) ON
 BK2516'HIGHWAY 389 TO THE MARK ON THE RIGHT. THE STATION IS 34.3 M (112.5 FT)
 BK2516'NORTH-NORTHWEST FROM A PIPELINE VENT PIPE, 31.4 M (103.0 FT) SOUTHWEST
 BK2516'FROM A PIPELINE VENT PIPE ON THE EAST SIDE OF THE HIGHWAY, 27.4 M
 BK2516'(89.9 FT) WEST-SOUTHWEST FROM A RIGHT-OF-WAY MARKER ON THE EAST SIDE
 BK2516'OF THE HIGHWAY, 13.7 M (44.9 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK2516'10.6 M (34.8 FT) NORTH-NORTHWEST FROM A POWER POLE AND 0.4 M (1.3 FT)
 BK2516'EAST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 BK2516'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2517 ***********************************************************************
 BK2517  DESIGNATION -  6 V 231
 BK2517  PID         -  BK2517
 BK2517  STATE/COUNTY-  LA/BEAUREGARD
 BK2517  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2517
 BK2517                         *CURRENT SURVEY CONTROL
 BK2517  ___________________________________________________________________
 BK2517* NAD 83(1986)-  30 39 34.     (N)    093 35 43.     (W)     SCALED    
 BK2517* NAVD 88     -        25.181  (meters)      82.61   (feet)  ADJUSTED  
 BK2517  ___________________________________________________________________
 BK2517  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2517  DYNAMIC HT  -          25.149 (meters)      82.51  (feet)  COMP
 BK2517  MODELED GRAV-     979,359.3   (mgal)                       NAVD 88
 BK2517
 BK2517  VERT ORDER  -  SECOND    CLASS I
 BK2517
 BK2517.The horizontal coordinates were scaled from a topographic map and have
 BK2517.an estimated accuracy of +/- 6 seconds.
 BK2517
 BK2517.The orthometric height was determined by differential leveling
 BK2517.and adjusted by the National Geodetic Survey in February 1994..
 BK2517
 BK2517.The geoid height was determined by GEOID03.
 BK2517
 BK2517.The dynamic height is computed by dividing the NAVD 88
 BK2517.geopotential number by the normal gravity value computed on the
 BK2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2517.degrees latitude (g = 980.6199 gals.).
 BK2517
 BK2517.The modeled gravity was interpolated from observed gravity values.
 BK2517
 BK2517;                    North         East    Units  Estimated Accuracy
 BK2517;SPC LA S     -   241,510.      783,230.      MT  (+/- 180 meters Scaled)
 BK2517
 BK2517                          SUPERSEDED SURVEY CONTROL
 BK2517
 BK2517.No superseded survey control is available for this station.
 BK2517
 BK2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP429920(NAD 83)
 BK2517_MARKER: DB = BENCH MARK DISK
 BK2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2517_SP_SET: CONCRETE POST
 BK2517_STAMPING: 6V231 1984
 BK2517_MARK LOGO: LADH  
 BK2517_PROJECTION: FLUSH
 BK2517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2517+STABILITY: SURFACE MOTION
 BK2517
 BK2517  HISTORY     - Date     Condition        Report By
 BK2517  HISTORY     - 1984     MONUMENTED       LADTD
 BK2517  HISTORY     - 19890920 GOOD             LADTD
 BK2517
 BK2517                          STATION DESCRIPTION
 BK2517
 BK2517'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2517'3.70 KM (2.30 MI) NORTH FROM BIVENS.
 BK2517'11.70 KM (7.27 MILES) SOUTH OF THE JUNTION LA.389 AND US 190 TO THE
 BK2517'MARK ON THE RIGHT 12.4 METERS (40.6 FEET) WEST NORTHWEST OF THE
 BK2517'CENTERLINE OF LA.389, 3.79 METERS (2.6 FEET) EAST SOUTHEAST OF A 4
 BK2517'STRAND BARBED WIRE FENCE, 23.8 METERS (78.0 FEET) WEST NORTHWEST OF A
 BK2517'POWER POLE EAST OF LA.389, 74.07 METERS (245.0 FEET) NORTH-NORTH WEST
 BK2517'OF THE WEST END OF A 24 INCH BY 41 FEET CROSS DRAIN UNDER LA .389
 BK2517'RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2517'THE MARK IS 0.67 METERS  ESE FROM A WITNESS POST.
 BK2517'THE MARK IS ABOVE LEVEL WITH LA.389.
 BK2517
 BK2517                          STATION RECOVERY (1989)
 BK2517
 BK2517'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2517'THE STATION IS LOCATED ABOUT 44.7 KM (27.75 MI) NORTH OF STARKS, 11.7
 BK2517'KM (7.25 MI) SOUTH OF MERRYVILLE AND 3.7 KM (2.30 MI) NORTH OF BIVENS.
 BK2517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 389 AND U.S.
 BK2517'HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 11.7 KM (7.25 MI) ON HIGHWAY
 BK2517'389 TO THE MARK ON THE RIGHT. THE STATION IS 74.1 M (243.1 FT)
 BK2517'NORTH-NORTHWEST FORM THE WEST END OF A CROSS DRAIN, 23.8 M (78.1 FT)
 BK2517'WEST-NORTHWEST FROM A POWER POLE ON THE EAST SIDE OF THE HIGHWAY, 12.4
 BK2517'M (40.7 FT) WEST-NORTHWEST FROM THE CENTER OF THE HIGHWAY, 0.8 M (2.6
 BK2517'FT) EAST-SOUTHEAST FROM A 4 STRAND BARB WIRE FENCE AND 0.8 M (2.6 FT)
 BK2517'EAST-SOUTHEAST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 BK2517'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2518 ***********************************************************************
 BK2518  DESIGNATION -  6 V 232
 BK2518  PID         -  BK2518
 BK2518  STATE/COUNTY-  LA/BEAUREGARD
 BK2518  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2518
 BK2518                         *CURRENT SURVEY CONTROL
 BK2518  ___________________________________________________________________
 BK2518* NAD 83(1986)-  30 40 09.     (N)    093 35 08.     (W)     SCALED    
 BK2518* NAVD 88     -        25.056  (meters)      82.20   (feet)  ADJUSTED  
 BK2518  ___________________________________________________________________
 BK2518  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2518  DYNAMIC HT  -          25.023 (meters)      82.10  (feet)  COMP
 BK2518  MODELED GRAV-     979,360.4   (mgal)                       NAVD 88
 BK2518
 BK2518  VERT ORDER  -  SECOND    CLASS I
 BK2518
 BK2518.The horizontal coordinates were scaled from a topographic map and have
 BK2518.an estimated accuracy of +/- 6 seconds.
 BK2518
 BK2518.The orthometric height was determined by differential leveling
 BK2518.and adjusted by the National Geodetic Survey in February 1994..
 BK2518
 BK2518.The geoid height was determined by GEOID03.
 BK2518
 BK2518.The dynamic height is computed by dividing the NAVD 88
 BK2518.geopotential number by the normal gravity value computed on the
 BK2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2518.degrees latitude (g = 980.6199 gals.).
 BK2518
 BK2518.The modeled gravity was interpolated from observed gravity values.
 BK2518
 BK2518;                    North         East    Units  Estimated Accuracy
 BK2518;SPC LA S     -   242,570.      784,180.      MT  (+/- 180 meters Scaled)
 BK2518
 BK2518                          SUPERSEDED SURVEY CONTROL
 BK2518
 BK2518.No superseded survey control is available for this station.
 BK2518
 BK2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP439930(NAD 83)
 BK2518_MARKER: DB = BENCH MARK DISK
 BK2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2518_SP_SET: CONCRETE POST
 BK2518_STAMPING: 6V232 1984
 BK2518_MARK LOGO: LADH  
 BK2518_PROJECTION: FLUSH
 BK2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2518+STABILITY: SURFACE MOTION
 BK2518
 BK2518  HISTORY     - Date     Condition        Report By
 BK2518  HISTORY     - 1984     MONUMENTED       LADTD
 BK2518
 BK2518                          STATION DESCRIPTION
 BK2518
 BK2518'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2518'10.15 KM (6.31 MI) SOUTH FROM MERRYVILLE.
 BK2518'10.15 KM (6.31 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190 TO
 BK2518'THE MARK ON THE LEFT 9.0 METERS (29.4FEET) SOUTH-SOUTHEAST OF THE
 BK2518'CENTERLINE OF LA.389, 2.5 METERS (8.2 FEET) WEST SOUTHWEST OF A
 BK2518'WITTNES SIGN ON A 10 INCH PERSIMON TREE, 25.21 METERS (8.7 FEET) WEST
 BK2518'OF A 24 INCH CEDAR TREE, 26.0 METER (85.2 FEET) SOUTH OF THE SOUTHWEST
 BK2518'END OF A 18 INCH BY 25 FEET CONCRETE DRIVE LEADING WEST, THE BENCH
 BK2518'MARK IS IN MR. LAWLESS YARD, RAILROAD SPIKE EMBEDDED IN THE CONCRETE
 BK2518'POST.
 BK2518'THE MARK IS 2.5 METERS  WSW FROM A WITNESS POST.
 BK2518'THE MARK IS 0.30 M ABOVE LA.389.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2519 ***********************************************************************
 BK2519  DESIGNATION -  6 V 233
 BK2519  PID         -  BK2519
 BK2519  STATE/COUNTY-  LA/BEAUREGARD
 BK2519  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2519
 BK2519                         *CURRENT SURVEY CONTROL
 BK2519  ___________________________________________________________________
 BK2519* NAD 83(1986)-  30 41 01.     (N)    093 34 49.     (W)     SCALED    
 BK2519* NAVD 88     -        24.025  (meters)      78.82   (feet)  ADJUSTED  
 BK2519  ___________________________________________________________________
 BK2519  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2519  DYNAMIC HT  -          23.995 (meters)      78.72  (feet)  COMP
 BK2519  MODELED GRAV-     979,362.0   (mgal)                       NAVD 88
 BK2519
 BK2519  VERT ORDER  -  SECOND    CLASS I
 BK2519
 BK2519.The horizontal coordinates were scaled from a topographic map and have
 BK2519.an estimated accuracy of +/- 6 seconds.
 BK2519
 BK2519.The orthometric height was determined by differential leveling
 BK2519.and adjusted by the National Geodetic Survey in February 1994..
 BK2519
 BK2519.The geoid height was determined by GEOID03.
 BK2519
 BK2519.The dynamic height is computed by dividing the NAVD 88
 BK2519.geopotential number by the normal gravity value computed on the
 BK2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2519.degrees latitude (g = 980.6199 gals.).
 BK2519
 BK2519.The modeled gravity was interpolated from observed gravity values.
 BK2519
 BK2519;                    North         East    Units  Estimated Accuracy
 BK2519;SPC LA S     -   244,160.      784,720.      MT  (+/- 180 meters Scaled)
 BK2519
 BK2519                          SUPERSEDED SURVEY CONTROL
 BK2519
 BK2519.No superseded survey control is available for this station.
 BK2519
 BK2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP444946(NAD 83)
 BK2519_MARKER: DB = BENCH MARK DISK
 BK2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2519_SP_SET: CONCRETE POST
 BK2519_STAMPING: 6V233 1984
 BK2519_MARK LOGO: LADH  
 BK2519_PROJECTION: FLUSH
 BK2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2519+STABILITY: SURFACE MOTION
 BK2519
 BK2519  HISTORY     - Date     Condition        Report By
 BK2519  HISTORY     - 1984     MONUMENTED       LADTD
 BK2519
 BK2519                          STATION DESCRIPTION
 BK2519
 BK2519'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2519'8.33 KM (5.18 MI) SOUTH FROM MERRYVILLE.
 BK2519'8.33 KM (5.18 MILES) SOUT FROM THE JUNCTION OF LA.389 AND US 190 TO
 BK2519'THE MARK ON THE RIGHT 17.2 METERS (56.3 FEET)WEST NORTHWEST OF THE
 BK2519'CENTERLINE LA.389, 0.91 METERS (3.0 FEET) EAST OF THE SOUTHWEST CORNER
 BK2519'OF A CHAIN LINKED FENCE, 27.0 METERS (88.2 FEET) SOUTH-SOUTH EAST OF
 BK2519'THE SOUTH-SOUTHWEST CORNER OF J.NEELEYS HOUSE BRICK CORNER RAILROAD
 BK2519'SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2519'THE MARK IS 0.80 METERS  E FROM A WITNESS POST.
 BK2519'THE MARK IS 0.15 M ABOVE LA.389.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2520 ***********************************************************************
 BK2520  DESIGNATION -  6 V 234
 BK2520  PID         -  BK2520
 BK2520  STATE/COUNTY-  LA/BEAUREGARD
 BK2520  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2520
 BK2520                         *CURRENT SURVEY CONTROL
 BK2520  ___________________________________________________________________
 BK2520* NAD 83(1986)-  30 41 37.     (N)    093 34 01.     (W)     SCALED    
 BK2520* NAVD 88     -        24.585  (meters)      80.66   (feet)  ADJUSTED  
 BK2520  ___________________________________________________________________
 BK2520  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2520  DYNAMIC HT  -          24.553 (meters)      80.55  (feet)  COMP
 BK2520  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 BK2520
 BK2520  VERT ORDER  -  SECOND    CLASS I
 BK2520
 BK2520.The horizontal coordinates were scaled from a topographic map and have
 BK2520.an estimated accuracy of +/- 6 seconds.
 BK2520
 BK2520.The orthometric height was determined by differential leveling
 BK2520.and adjusted by the National Geodetic Survey in February 1994..
 BK2520
 BK2520.The geoid height was determined by GEOID03.
 BK2520
 BK2520.The dynamic height is computed by dividing the NAVD 88
 BK2520.geopotential number by the normal gravity value computed on the
 BK2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2520.degrees latitude (g = 980.6199 gals.).
 BK2520
 BK2520.The modeled gravity was interpolated from observed gravity values.
 BK2520
 BK2520;                    North         East    Units  Estimated Accuracy
 BK2520;SPC LA S     -   245,240.      786,020.      MT  (+/- 180 meters Scaled)
 BK2520
 BK2520                          SUPERSEDED SURVEY CONTROL
 BK2520
 BK2520.No superseded survey control is available for this station.
 BK2520
 BK2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP457957(NAD 83)
 BK2520_MARKER: DB = BENCH MARK DISK
 BK2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2520_SP_SET: CONCRETE POST
 BK2520_STAMPING: 6V234 1984
 BK2520_MARK LOGO: LADH  
 BK2520_PROJECTION: FLUSH
 BK2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2520+STABILITY: SURFACE MOTION
 BK2520
 BK2520  HISTORY     - Date     Condition        Report By
 BK2520  HISTORY     - 1984     MONUMENTED       LADTD
 BK2520
 BK2520                          STATION DESCRIPTION
 BK2520
 BK2520'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2520'6.69 KM (4.16 MI) SOUTH FROM MERRYVILLE.
 BK2520'6.69 KM (4.16 MILES) SOUTH FROM THE JUNCTION OF LA.389, AND US 190 TO
 BK2520'THE MARK ON THE LEFT, 13.11 METERS (43.0 FEET) EAST OF THE CENTER LINE
 BK2520'LA.389, 1.16 METERS (3.8 FEET) NORTH-NORTHWEST OF A 4 STRAND BARBED
 BK2520'WIRE FENCE, 4.63 MTERS (15.2 FEET) WEST OF A 48 INCH OF A MAGNOLIA
 BK2520'TREE 23.3 METERS (76.5 FEET) SOUTH-SOUTHWEST OF A 48 INCH MAGNOLIA
 BK2520'TREE, 32.0 METERS (105.0 FEET) EAST OF A POWER POLE WEST OF THE SOUTH
 BK2520'END OF A WOODED CATTLEGUARD ON A DIRT ROAD LEADING WEST, RAILROAD
 BK2520'SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2520'THE MARK IS 0.73 METERS  NNW FROM A WITNESS POST.
 BK2520'THE MARK IS 0.30 M BELOW LA.389.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2521 ***********************************************************************
 BK2521  DESIGNATION -  6 V 235
 BK2521  PID         -  BK2521
 BK2521  STATE/COUNTY-  LA/BEAUREGARD
 BK2521  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2521
 BK2521                         *CURRENT SURVEY CONTROL
 BK2521  ___________________________________________________________________
 BK2521* NAD 83(1986)-  30 42 36.     (N)    093 33 43.     (W)     SCALED    
 BK2521* NAVD 88     -        24.250  (meters)      79.56   (feet)  ADJUSTED  
 BK2521  ___________________________________________________________________
 BK2521  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2521  DYNAMIC HT  -          24.219 (meters)      79.46  (feet)  COMP
 BK2521  MODELED GRAV-     979,364.8   (mgal)                       NAVD 88
 BK2521
 BK2521  VERT ORDER  -  SECOND    CLASS I
 BK2521
 BK2521.The horizontal coordinates were scaled from a topographic map and have
 BK2521.an estimated accuracy of +/- 6 seconds.
 BK2521
 BK2521.The orthometric height was determined by differential leveling
 BK2521.and adjusted by the National Geodetic Survey in February 1994..
 BK2521
 BK2521.The geoid height was determined by GEOID03.
 BK2521
 BK2521.The dynamic height is computed by dividing the NAVD 88
 BK2521.geopotential number by the normal gravity value computed on the
 BK2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2521.degrees latitude (g = 980.6199 gals.).
 BK2521
 BK2521.The modeled gravity was interpolated from observed gravity values.
 BK2521
 BK2521;                    North         East    Units  Estimated Accuracy
 BK2521;SPC LA S     -   247,050.      786,530.      MT  (+/- 180 meters Scaled)
 BK2521
 BK2521                          SUPERSEDED SURVEY CONTROL
 BK2521
 BK2521.No superseded survey control is available for this station.
 BK2521
 BK2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP461975(NAD 83)
 BK2521_MARKER: DB = BENCH MARK DISK
 BK2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2521_SP_SET: CONCRETE POST
 BK2521_STAMPING: 6V235 1984
 BK2521_MARK LOGO: LADH  
 BK2521_PROJECTION: FLUSH
 BK2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2521+STABILITY: SURFACE MOTION
 BK2521
 BK2521  HISTORY     - Date     Condition        Report By
 BK2521  HISTORY     - 1984     MONUMENTED       LADTD
 BK2521
 BK2521                          STATION DESCRIPTION
 BK2521
 BK2521'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2521'4.77 KM (2.97 MI) SOUTH FROM MERRYVILLE.
 BK2521'4.77 KM (2.97 MILES) SOUTH OF THE JUNCTION OF LA.389 AND US 190 TO THE
 BK2521'MARK ON THE RIGHT 44.9 METERS (147.0 FEET) WEST OF THE CENTERLINE OF
 BK2521'LA.389, 0.61 METERS (2.0 FEET) SOUTHEAST OF THE NORTHEAST CORNER OF A
 BK2521'CHAIN LINK FENCE, 25.4 METERS (83.4 FEET) EAST NORTHEAST OF THE
 BK2521'NORTHEAST CORNER OF R. A. THOMSON HOUSE, 10.76 METER (35.3 FEET) NORTH
 BK2521'OF THE CENTERLINE OF THE DRIVE LEADING TO THOMASONS HOUSE RAILROAD
 BK2521'SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2521'THE MARK IS 0.40 METERS  E FROM A WITNESS POST.
 BK2521'THE MARK IS 0.36 M ABOVE LA.389.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2523 ***********************************************************************
 BK2523  DESIGNATION -  6 V 236
 BK2523  PID         -  BK2523
 BK2523  STATE/COUNTY-  LA/BEAUREGARD
 BK2523  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2523
 BK2523                         *CURRENT SURVEY CONTROL
 BK2523  ___________________________________________________________________
 BK2523* NAD 83(1986)-  30 43 27.     (N)    093 33 37.     (W)     SCALED    
 BK2523* NAVD 88     -        25.860  (meters)      84.84   (feet)  ADJUSTED  
 BK2523  ___________________________________________________________________
 BK2523  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2523  DYNAMIC HT  -          25.827 (meters)      84.73  (feet)  COMP
 BK2523  MODELED GRAV-     979,366.2   (mgal)                       NAVD 88
 BK2523
 BK2523  VERT ORDER  -  SECOND    CLASS I
 BK2523
 BK2523.The horizontal coordinates were scaled from a topographic map and have
 BK2523.an estimated accuracy of +/- 6 seconds.
 BK2523
 BK2523.The orthometric height was determined by differential leveling
 BK2523.and adjusted by the National Geodetic Survey in February 1994..
 BK2523
 BK2523.The geoid height was determined by GEOID03.
 BK2523
 BK2523.The dynamic height is computed by dividing the NAVD 88
 BK2523.geopotential number by the normal gravity value computed on the
 BK2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2523.degrees latitude (g = 980.6199 gals.).
 BK2523
 BK2523.The modeled gravity was interpolated from observed gravity values.
 BK2523
 BK2523;                    North         East    Units  Estimated Accuracy
 BK2523;SPC LA S     -   248,620.      786,720.      MT  (+/- 180 meters Scaled)
 BK2523
 BK2523                          SUPERSEDED SURVEY CONTROL
 BK2523
 BK2523.No superseded survey control is available for this station.
 BK2523
 BK2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP463991(NAD 83)
 BK2523_MARKER: DB = BENCH MARK DISK
 BK2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2523_SP_SET: CONCRETE POST
 BK2523_STAMPING: 6V236 1984
 BK2523_MARK LOGO: LADH  
 BK2523_PROJECTION: FLUSH
 BK2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2523+STABILITY: SURFACE MOTION
 BK2523
 BK2523  HISTORY     - Date     Condition        Report By
 BK2523  HISTORY     - 1984     MONUMENTED       LADTD
 BK2523
 BK2523                          STATION DESCRIPTION
 BK2523
 BK2523'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2523'3.57 KM (2.22 MI) SOUTH FROM MERRYVILLE.
 BK2523'3.57 KM (2.22 MILES) SOUTH FROM THE INTERSECTION OF LA.389 AND US 190
 BK2523'TO THE MARK ON THE LEFT 17.07 METERS (56.0 FEET) EAST OF THE CENTER
 BK2523'LINE OF LA. 389, 2.5 METER (8.2 FEET) SOUTH OF THE NORTH HIGH LINE
 BK2523'POWER POLE, 2.6 METERS (8.4 FEET) NORTH-NORTHWEST OF THE SOUTH HIGH
 BK2523'LINE POWER POLE, RAILROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2523'THE MARK IS 0.52 METERS  W FROM A WITNESS POST.
 BK2523'THE MARK IS 0.76 M ABOVE LA.389.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2524 ***********************************************************************
 BK2524  DESIGNATION -  6 V 237
 BK2524  PID         -  BK2524
 BK2524  STATE/COUNTY-  LA/BEAUREGARD
 BK2524  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2524
 BK2524                         *CURRENT SURVEY CONTROL
 BK2524  ___________________________________________________________________
 BK2524* NAD 83(1986)-  30 44 23.     (N)    093 33 23.     (W)     SCALED    
 BK2524* NAVD 88     -        24.785  (meters)      81.32   (feet)  ADJUSTED  
 BK2524  ___________________________________________________________________
 BK2524  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2524  DYNAMIC HT  -          24.753 (meters)      81.21  (feet)  COMP
 BK2524  MODELED GRAV-     979,367.6   (mgal)                       NAVD 88
 BK2524
 BK2524  VERT ORDER  -  SECOND    CLASS I
 BK2524
 BK2524.The horizontal coordinates were scaled from a topographic map and have
 BK2524.an estimated accuracy of +/- 6 seconds.
 BK2524
 BK2524.The orthometric height was determined by differential leveling
 BK2524.and adjusted by the National Geodetic Survey in February 1994..
 BK2524
 BK2524.The geoid height was determined by GEOID03.
 BK2524
 BK2524.The dynamic height is computed by dividing the NAVD 88
 BK2524.geopotential number by the normal gravity value computed on the
 BK2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2524.degrees latitude (g = 980.6199 gals.).
 BK2524
 BK2524.The modeled gravity was interpolated from observed gravity values.
 BK2524
 BK2524;                    North         East    Units  Estimated Accuracy
 BK2524;SPC LA S     -   250,330.      787,130.      MT  (+/- 180 meters Scaled)
 BK2524
 BK2524                          SUPERSEDED SURVEY CONTROL
 BK2524
 BK2524.No superseded survey control is available for this station.
 BK2524
 BK2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ467008(NAD 83)
 BK2524_MARKER: DB = BENCH MARK DISK
 BK2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2524_SP_SET: CONCRETE POST
 BK2524_STAMPING: 6V237 1984
 BK2524_MARK LOGO: LADH  
 BK2524_PROJECTION: FLUSH
 BK2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2524+STABILITY: SURFACE MOTION
 BK2524
 BK2524  HISTORY     - Date     Condition        Report By
 BK2524  HISTORY     - 1984     MONUMENTED       LADTD
 BK2524
 BK2524                          STATION DESCRIPTION
 BK2524
 BK2524'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2524'1.72 KM (1.07 MI) SOUTH FROM MERRYVILLE.
 BK2524'1.72KM (1.07 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190 TO
 BK2524'THE MARK ON THE RIGHT, 17.6 METERS (57.7 FEET) WEST OF THE CENTER LINE
 BK2524'OF LA.389, 9.6 METERS (31.4 FEET) NORTH OF THE CENTERLINE OF A DRIVE
 BK2524'LEADING TO M. FOSTERS HOUSE, 0.36 METERS (1.2 FEET) SOUTH OF A MESH
 BK2524'AND BARBED WIRE FENCE, 25.0 METERS (82.0 FEET) NORTHEAST OF THE
 BK2524'NORTHEAST CORNER OF M. FOSTER HOUSE, RAILROAD SPIKE EMBEDDED IN THE
 BK2524'CONCRETE POST.
 BK2524'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 BK2524'THE MARK IS 0.52 M ABOVE LA.389.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2525 ***********************************************************************
 BK2525  DESIGNATION -  6 V 238
 BK2525  PID         -  BK2525
 BK2525  STATE/COUNTY-  LA/BEAUREGARD
 BK2525  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2525
 BK2525                         *CURRENT SURVEY CONTROL
 BK2525  ___________________________________________________________________
 BK2525* NAD 83(1986)-  30 45 11.     (N)    093 33 03.     (W)     SCALED    
 BK2525* NAVD 88     -        25.129  (meters)      82.44   (feet)  ADJUSTED  
 BK2525  ___________________________________________________________________
 BK2525  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2525  DYNAMIC HT  -          25.097 (meters)      82.34  (feet)  COMP
 BK2525  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 BK2525
 BK2525  VERT ORDER  -  SECOND    CLASS I
 BK2525
 BK2525.The horizontal coordinates were scaled from a topographic map and have
 BK2525.an estimated accuracy of +/- 6 seconds.
 BK2525
 BK2525.The orthometric height was determined by differential leveling
 BK2525.and adjusted by the National Geodetic Survey in February 1994..
 BK2525
 BK2525.The geoid height was determined by GEOID03.
 BK2525
 BK2525.The dynamic height is computed by dividing the NAVD 88
 BK2525.geopotential number by the normal gravity value computed on the
 BK2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2525.degrees latitude (g = 980.6199 gals.).
 BK2525
 BK2525.The modeled gravity was interpolated from observed gravity values.
 BK2525
 BK2525;                    North         East    Units  Estimated Accuracy
 BK2525;SPC LA S     -   251,800.      787,690.      MT  (+/- 180 meters Scaled)
 BK2525
 BK2525                          SUPERSEDED SURVEY CONTROL
 BK2525
 BK2525.No superseded survey control is available for this station.
 BK2525
 BK2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ472023(NAD 83)
 BK2525_MARKER: DB = BENCH MARK DISK
 BK2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2525_SP_SET: CONCRETE POST
 BK2525_STAMPING: 6V238 1984
 BK2525_MARK LOGO: LADH  
 BK2525_PROJECTION: FLUSH
 BK2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2525+STABILITY: SURFACE MOTION
 BK2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2525+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 BK2525
 BK2525  HISTORY     - Date     Condition        Report By
 BK2525  HISTORY     - 1984     MONUMENTED       LADTD
 BK2525  HISTORY     - 20060203 GOOD             USPSQD
 BK2525
 BK2525                          STATION DESCRIPTION
 BK2525
 BK2525'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2525'IN MERRYVILLE.
 BK2525'THIS MARK IS AT THE INTERSECTION OF LA.389 AND US 190, 28.4 METERS
 BK2525'(93.2 FEET) EAST OF THE CENTERLINE OF LA.389, 27.7 METERS (91.0 FEET)
 BK2525'SOUTH-SOUTH EAST OF THE CENTERLINE OF US 190, 9.97 METERS (32.7 FEET)
 BK2525'SOUTH OF A RIGHT AWAY MARKER, 12.9 METER (42.5 FEET) NORTHWEST OF A
 BK2525'SOUTH EAST RIGHT AWAY MARKER, THIS MARK IS SET IN THE EAST RIGHT AWAY
 BK2525'FLAIR WITH A RIALROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2525'THE MARK IS 0.49 METERS  W FROM A WITNESS POST.
 BK2525'THE MARK IS 0.76 M BELOW US 190.
 BK2525
 BK2525                          STATION RECOVERY (2006)
 BK2525
 BK2525'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK2525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2526 ***********************************************************************
 BK2526  DESIGNATION -  6 V 239
 BK2526  PID         -  BK2526
 BK2526  STATE/COUNTY-  LA/BEAUREGARD
 BK2526  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2526
 BK2526                         *CURRENT SURVEY CONTROL
 BK2526  ___________________________________________________________________
 BK2526* NAD 83(1986)-  30 45 37.     (N)    093 32 21.     (W)     SCALED    
 BK2526* NAVD 88     -        25.995  (meters)      85.29   (feet)  ADJUSTED  
 BK2526  ___________________________________________________________________
 BK2526  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2526  DYNAMIC HT  -          25.962 (meters)      85.18  (feet)  COMP
 BK2526  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 BK2526
 BK2526  VERT ORDER  -  SECOND    CLASS I
 BK2526
 BK2526.The horizontal coordinates were scaled from a topographic map and have
 BK2526.an estimated accuracy of +/- 6 seconds.
 BK2526
 BK2526.The orthometric height was determined by differential leveling
 BK2526.and adjusted by the National Geodetic Survey in February 1994..
 BK2526
 BK2526.The geoid height was determined by GEOID03.
 BK2526
 BK2526.The dynamic height is computed by dividing the NAVD 88
 BK2526.geopotential number by the normal gravity value computed on the
 BK2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2526.degrees latitude (g = 980.6199 gals.).
 BK2526
 BK2526.The modeled gravity was interpolated from observed gravity values.
 BK2526
 BK2526;                    North         East    Units  Estimated Accuracy
 BK2526;SPC LA S     -   252,580.      788,820.      MT  (+/- 180 meters Scaled)
 BK2526
 BK2526                          SUPERSEDED SURVEY CONTROL
 BK2526
 BK2526.No superseded survey control is available for this station.
 BK2526
 BK2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ483031(NAD 83)
 BK2526_MARKER: DB = BENCH MARK DISK
 BK2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2526_SP_SET: CONCRETE POST
 BK2526_STAMPING: 6V239 1984
 BK2526_MARK LOGO: LADH  
 BK2526_PROJECTION: FLUSH
 BK2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2526+STABILITY: SURFACE MOTION
 BK2526
 BK2526  HISTORY     - Date     Condition        Report By
 BK2526  HISTORY     - 1984     MONUMENTED       LADTD
 BK2526
 BK2526                          STATION DESCRIPTION
 BK2526
 BK2526'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2526'1.80 KM (1.12 MI) NE FROM MERRYVILLE.
 BK2526'1.80 KM (1.12 MILES) NORTH FROM THE JUNCTION OF LA.389 AND US 190 TO
 BK2526'THE MARK ON THE LEFT, 18.0 METER (59.0 FEET) WEST NORTHWEST OF THE
 BK2526'CENTERLINE OF US 2.2 METERS (7.2 FEET) EAST NORTHEAST OF A 36 INCH RED
 BK2526'OAK TREE, 3.53 METER (11.6 FEET) SOUTHEAST OF A 30 INCH RED OAK TREE,
 BK2526'22.4 METER (75.5 FEET) SOUTH-SOUTHWEST OF THE SOUTH END OF A 18 INCH
 BK2526'BY 29 FEET REINFORCED CONCRETE PIPE SIDEDRAIN, RAILROAD SPIKE EMBEDDED
 BK2526'IN THE CONCRETE POST.
 BK2526'THE MARK IS 0.43 METERS  E FROM A WITNESS POST.
 BK2526'THE MARK IS 0.30 M ABOVE U.S 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2527 ***********************************************************************
 BK2527  DESIGNATION -  6 V 240
 BK2527  PID         -  BK2527
 BK2527  STATE/COUNTY-  LA/BEAUREGARD
 BK2527  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2527
 BK2527                         *CURRENT SURVEY CONTROL
 BK2527  ___________________________________________________________________
 BK2527* NAD 83(1986)-  30 46 29.     (N)    093 32 19.     (W)     SCALED    
 BK2527* NAVD 88     -        28.112  (meters)      92.23   (feet)  ADJUSTED  
 BK2527  ___________________________________________________________________
 BK2527  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2527  DYNAMIC HT  -          28.076 (meters)      92.11  (feet)  COMP
 BK2527  MODELED GRAV-     979,370.3   (mgal)                       NAVD 88
 BK2527
 BK2527  VERT ORDER  -  SECOND    CLASS I
 BK2527
 BK2527.The horizontal coordinates were scaled from a topographic map and have
 BK2527.an estimated accuracy of +/- 6 seconds.
 BK2527
 BK2527.The orthometric height was determined by differential leveling
 BK2527.and adjusted by the National Geodetic Survey in February 1994..
 BK2527
 BK2527.The geoid height was determined by GEOID03.
 BK2527
 BK2527.The dynamic height is computed by dividing the NAVD 88
 BK2527.geopotential number by the normal gravity value computed on the
 BK2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2527.degrees latitude (g = 980.6199 gals.).
 BK2527
 BK2527.The modeled gravity was interpolated from observed gravity values.
 BK2527
 BK2527;                    North         East    Units  Estimated Accuracy
 BK2527;SPC LA S     -   254,180.      788,900.      MT  (+/- 180 meters Scaled)
 BK2527
 BK2527                          SUPERSEDED SURVEY CONTROL
 BK2527
 BK2527.No superseded survey control is available for this station.
 BK2527
 BK2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ484047(NAD 83)
 BK2527_MARKER: DB = BENCH MARK DISK
 BK2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2527_SP_SET: CONCRETE POST
 BK2527_STAMPING: 6V240 1984
 BK2527_MARK LOGO: LADH  
 BK2527_PROJECTION: FLUSH
 BK2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2527+STABILITY: SURFACE MOTION
 BK2527
 BK2527  HISTORY     - Date     Condition        Report By
 BK2527  HISTORY     - 1984     MONUMENTED       LADTD
 BK2527
 BK2527                          STATION DESCRIPTION
 BK2527
 BK2527'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2527'1.50 KM (0.93 MI) NORTH FROM MERRYVILLE.
 BK2527'1.50 KM (.93 MILES) NORTH FROM THE INTERSECTION OF LA.110 AND US 190
 BK2527'TO THE MARK ON THE LEFT 19.45 METERS (63.8 FEET) WEST OF THE
 BK2527'CENTERLINE OF US 190, 56.24 METERS (184.5 FEET) SOUTH OF THE
 BK2527'CENTERLINE OF A DIRT ROAD LEADING WEST, 22.8 METERS (74.7 FEET)
 BK2527'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE,
 BK2527'4.85 METERS (15.9 FEET) SOUTH OF A POWER POLE, 19.63 METERS (64.4
 BK2527'FEET) SOUTHWEST OF THE SOUTH END OF A 18 INCH BY 29 FEET REINFORCED
 BK2527'CONCRETE PIPE SIDE DRAIN, RAILROAD SPIKE EMBEDED IN THE CONCRETE POST.
 BK2527'THE MARK IS 0.64 METERS  E FROM A WITNESS POST.
 BK2527'THE MARK IS 0.61 M BELOW US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2530 ***********************************************************************
 BK2530  DESIGNATION -  6 V 241
 BK2530  PID         -  BK2530
 BK2530  STATE/COUNTY-  LA/BEAUREGARD
 BK2530  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2530
 BK2530                         *CURRENT SURVEY CONTROL
 BK2530  ___________________________________________________________________
 BK2530* NAD 83(1986)-  30 48 17.     (N)    093 31 25.     (W)     SCALED    
 BK2530* NAVD 88     -        30.372  (meters)      99.65   (feet)  ADJUSTED  
 BK2530  ___________________________________________________________________
 BK2530  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2530  DYNAMIC HT  -          30.334 (meters)      99.52  (feet)  COMP
 BK2530  MODELED GRAV-     979,372.5   (mgal)                       NAVD 88
 BK2530
 BK2530  VERT ORDER  -  SECOND    CLASS I
 BK2530
 BK2530.The horizontal coordinates were scaled from a topographic map and have
 BK2530.an estimated accuracy of +/- 6 seconds.
 BK2530
 BK2530.The orthometric height was determined by differential leveling
 BK2530.and adjusted by the National Geodetic Survey in February 1994..
 BK2530
 BK2530.The geoid height was determined by GEOID03.
 BK2530
 BK2530.The dynamic height is computed by dividing the NAVD 88
 BK2530.geopotential number by the normal gravity value computed on the
 BK2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2530.degrees latitude (g = 980.6199 gals.).
 BK2530
 BK2530.The modeled gravity was interpolated from observed gravity values.
 BK2530
 BK2530;                    North         East    Units  Estimated Accuracy
 BK2530;SPC LA S     -   257,480.      790,400.      MT  (+/- 180 meters Scaled)
 BK2530
 BK2530                          SUPERSEDED SURVEY CONTROL
 BK2530
 BK2530.No superseded survey control is available for this station.
 BK2530
 BK2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ499080(NAD 83)
 BK2530_MARKER: DB = BENCH MARK DISK
 BK2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2530_SP_SET: CONCRETE POST
 BK2530_STAMPING: 6V241 1984
 BK2530_MARK LOGO: LADH  
 BK2530_PROJECTION: FLUSH
 BK2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2530+STABILITY: SURFACE MOTION
 BK2530
 BK2530  HISTORY     - Date     Condition        Report By
 BK2530  HISTORY     - 1984     MONUMENTED       LADTD
 BK2530
 BK2530                          STATION DESCRIPTION
 BK2530
 BK2530'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2530'4.57 KM (2.84 MI) NORTH FROM MERRYVILLE.
 BK2530'3.63 KM (2.26 MILES) SOUTH FROM THE INTERSECTION OF LA.111 AND US 190
 BK2530'TO THE MARK ON THE LEFT, 19.2 METERS (63.4 FEET) EAST SOUTHEAST OF THE
 BK2530'CENTERLINE OF US 190, 0.85 METERS (2.8 FEET) WEST NORTHWEST OF A 4
 BK2530'STRAND BARBED WIRE FENCE, 22.9 METERS (75.1 FEET) NORTH-NORTH EAST OF
 BK2530'A POWER POLE, RAILROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2530'THE MARK IS 0.58 METERS  WNW FROM A WITNESS POST.
 BK2530'THE MARK IS 0.43 M BELOW US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2531 ***********************************************************************
 BK2531  DESIGNATION -  6 V 242
 BK2531  PID         -  BK2531
 BK2531  STATE/COUNTY-  LA/BEAUREGARD
 BK2531  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2531
 BK2531                         *CURRENT SURVEY CONTROL
 BK2531  ___________________________________________________________________
 BK2531* NAD 83(1986)-  30 48 47.     (N)    093 31 11.     (W)     SCALED    
 BK2531* NAVD 88     -        29.685  (meters)      97.39   (feet)  ADJUSTED  
 BK2531  ___________________________________________________________________
 BK2531  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2531  DYNAMIC HT  -          29.647 (meters)      97.27  (feet)  COMP
 BK2531  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 BK2531
 BK2531  VERT ORDER  -  SECOND    CLASS I
 BK2531
 BK2531.The horizontal coordinates were scaled from a topographic map and have
 BK2531.an estimated accuracy of +/- 6 seconds.
 BK2531
 BK2531.The orthometric height was determined by differential leveling
 BK2531.and adjusted by the National Geodetic Survey in February 1994..
 BK2531
 BK2531.The geoid height was determined by GEOID03.
 BK2531
 BK2531.The dynamic height is computed by dividing the NAVD 88
 BK2531.geopotential number by the normal gravity value computed on the
 BK2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2531.degrees latitude (g = 980.6199 gals.).
 BK2531
 BK2531.The modeled gravity was interpolated from observed gravity values.
 BK2531
 BK2531;                    North         East    Units  Estimated Accuracy
 BK2531;SPC LA S     -   258,390.      790,790.      MT  (+/- 180 meters Scaled)
 BK2531
 BK2531                          SUPERSEDED SURVEY CONTROL
 BK2531
 BK2531.No superseded survey control is available for this station.
 BK2531
 BK2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ502090(NAD 83)
 BK2531_MARKER: DB = BENCH MARK DISK
 BK2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2531_SP_SET: CONCRETE POST
 BK2531_STAMPING: 6V242 1984
 BK2531_MARK LOGO: LADH  
 BK2531_PROJECTION: FLUSH
 BK2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2531+STABILITY: SURFACE MOTION
 BK2531
 BK2531  HISTORY     - Date     Condition        Report By
 BK2531  HISTORY     - 1984     MONUMENTED       LADTD
 BK2531  HISTORY     - 20011125 GOOD             USPSQD
 BK2531
 BK2531                          STATION DESCRIPTION
 BK2531
 BK2531'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2531'5.50 KM (3.42 MI) NORTH FROM MERRYVILLE.
 BK2531'2.70 KM (1.68 MILES) SOUTH OF THE INTERSECTION OF LA.111 AND US 190 T
 BK2531'THE MARK ON THE LEFT, 17.8 METERS (58.4 FEET) EAST SOUTHEAST OF THE
 BK2531'CENTERLINE OF US 190, 0.67 METERS (2.2 FEET) WEST NORTHWEST OF A 4
 BK2531'STRAND BARBED WIRE FENCE, 1.07 METER (3.5 FEET) WEST NORTH WEST OF A
 BK2531'POWER POLE, 52.43 METES (132.0 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST
 BK2531'CORNER OF THE HEADWALL FOR A 24 INCH BY 69 FEET REINFORCED CONCRETE
 BK2531'PIPE CROSSDRAIN UNDER US 190, RAILROAD SPIKE EMBEDDED IN THE CONCRETE
 BK2531'POST.
 BK2531'THE MARK IS 0.49 METERS  WNW FROM A WITNESS POST.
 BK2531'THE MARK IS 1.07 M BELOW US 190.
 BK2531
 BK2531                          STATION RECOVERY (2001)
 BK2531
 BK2531'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2534 ***********************************************************************
 BK2534  DESIGNATION -  6 V 243
 BK2534  PID         -  BK2534
 BK2534  STATE/COUNTY-  LA/BEAUREGARD
 BK2534  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2534
 BK2534                         *CURRENT SURVEY CONTROL
 BK2534  ___________________________________________________________________
 BK2534* NAD 83(1986)-  30 51 11.     (N)    093 30 35.     (W)     SCALED    
 BK2534* NAVD 88     -        30.142  (meters)      98.89   (feet)  ADJUSTED  
 BK2534  ___________________________________________________________________
 BK2534  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2534  DYNAMIC HT  -          30.104 (meters)      98.77  (feet)  COMP
 BK2534  MODELED GRAV-     979,375.8   (mgal)                       NAVD 88
 BK2534
 BK2534  VERT ORDER  -  SECOND    CLASS I
 BK2534
 BK2534.The horizontal coordinates were scaled from a topographic map and have
 BK2534.an estimated accuracy of +/- 6 seconds.
 BK2534
 BK2534.The orthometric height was determined by differential leveling
 BK2534.and adjusted by the National Geodetic Survey in February 1994..
 BK2534
 BK2534.The geoid height was determined by GEOID03.
 BK2534
 BK2534.The dynamic height is computed by dividing the NAVD 88
 BK2534.geopotential number by the normal gravity value computed on the
 BK2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2534.degrees latitude (g = 980.6199 gals.).
 BK2534
 BK2534.The modeled gravity was interpolated from observed gravity values.
 BK2534
 BK2534;                    North         East    Units  Estimated Accuracy
 BK2534;SPC LA S     -   262,810.      791,830.      MT  (+/- 180 meters Scaled)
 BK2534
 BK2534                          SUPERSEDED SURVEY CONTROL
 BK2534
 BK2534.No superseded survey control is available for this station.
 BK2534
 BK2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ512134(NAD 83)
 BK2534_MARKER: DB = BENCH MARK DISK
 BK2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2534_SP_SET: CONCRETE POST
 BK2534_STAMPING: 6V243 1984
 BK2534_MARK LOGO: LADH  
 BK2534_PROJECTION: FLUSH
 BK2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2534+STABILITY: SURFACE MOTION
 BK2534
 BK2534  HISTORY     - Date     Condition        Report By
 BK2534  HISTORY     - 1984     MONUMENTED       LADTD
 BK2534  HISTORY     - 20011125 GOOD             USPSQD
 BK2534
 BK2534                          STATION DESCRIPTION
 BK2534
 BK2534'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2534'1.71 KM (1.06 MI) NORTH FROM JUNCTION.
 BK2534'1.71 KM (1.06 MILES) NORTH ON LA. 111 FORM THE INTERSECTION OF US 190
 BK2534'1.71 KM (1.06 MILES) NORTH ON LA. 111 FORM THE INTERSECTION OF US 190
 BK2534'AND LA 111 TO THE MARK ON THE RIGHT, 12.4 METERS (40.7 FEET) EAST OF
 BK2534'THE CENTERLINE OF LA 111, 7.6 METER (25.0 FEET) SOUTHEAST OF THE
 BK2534'WESTERN MOST POWER POLE FORMING STAND FROM A TRANSFORMER, 7.6 METER
 BK2534'(24.9 FEET) SOUTH-SOUTHWEST OF THE EASTERN MOST POWER POLE FORMING A
 BK2534'STAND FOR A TRANSFORMER, RAILROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2534'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BK2534'THE MARK IS ABOVE LEVEL WITH LA. 111.
 BK2534
 BK2534                          STATION RECOVERY (2001)
 BK2534
 BK2534'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2535 ***********************************************************************
 BK2535  DESIGNATION -  6 V 244
 BK2535  PID         -  BK2535
 BK2535  STATE/COUNTY-  LA/BEAUREGARD
 BK2535  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2535
 BK2535                         *CURRENT SURVEY CONTROL
 BK2535  ___________________________________________________________________
 BK2535* NAD 83(1986)-  30 52 11.     (N)    093 30 36.     (W)     SCALED    
 BK2535* NAVD 88     -        29.844  (meters)      97.91   (feet)  ADJUSTED  
 BK2535  ___________________________________________________________________
 BK2535  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2535  DYNAMIC HT  -          29.806 (meters)      97.79  (feet)  COMP
 BK2535  MODELED GRAV-     979,376.5   (mgal)                       NAVD 88
 BK2535
 BK2535  VERT ORDER  -  SECOND    CLASS I
 BK2535
 BK2535.The horizontal coordinates were scaled from a topographic map and have
 BK2535.an estimated accuracy of +/- 6 seconds.
 BK2535
 BK2535.The orthometric height was determined by differential leveling
 BK2535.and adjusted by the National Geodetic Survey in February 1994..
 BK2535
 BK2535.The geoid height was determined by GEOID03.
 BK2535
 BK2535.The dynamic height is computed by dividing the NAVD 88
 BK2535.geopotential number by the normal gravity value computed on the
 BK2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2535.degrees latitude (g = 980.6199 gals.).
 BK2535
 BK2535.The modeled gravity was interpolated from observed gravity values.
 BK2535
 BK2535;                    North         East    Units  Estimated Accuracy
 BK2535;SPC LA S     -   264,660.      791,840.      MT  (+/- 180 meters Scaled)
 BK2535
 BK2535                          SUPERSEDED SURVEY CONTROL
 BK2535
 BK2535.No superseded survey control is available for this station.
 BK2535
 BK2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ512152(NAD 83)
 BK2535_MARKER: DB = BENCH MARK DISK
 BK2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2535_SP_SET: CONCRETE POST
 BK2535_STAMPING: 6V244 1984
 BK2535_MARK LOGO: LADH  
 BK2535_PROJECTION: FLUSH
 BK2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2535+STABILITY: SURFACE MOTION
 BK2535
 BK2535  HISTORY     - Date     Condition        Report By
 BK2535  HISTORY     - 1984     MONUMENTED       LADTD
 BK2535
 BK2535                          STATION DESCRIPTION
 BK2535
 BK2535'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2535'3.54 KM (2.20 MI) NORTH FROM JUNCTION.
 BK2535'3.54 KM (2.20 MILES) MORTH ALONG LA 111 FROM THE INTERSECTION OF LA
 BK2535'111 AND US 190 TO THE MARK ON THE RIGHT, 22.5 METERS (74.0 FEET) EAST
 BK2535'OF THE CENTERLINE OF LA 111 0.64 METERS  (2.1 FEET) WEST OF A METAL
 BK2535'FENCE POST, 1.1 METERS (3.6 FEET) WEST OF A 5 STRAND BARBED WIRE
 BK2535'FENCE, 2.25 METERS (47.4 FEET) NORTH OF NORTHWEST CORNER OF A WOODEN
 BK2535'CATTLEGUARD ON A DIRT LANE LEADING EAST, RAILROAD SPIKE EMBEDDED IN
 BK2535'THE CONCRETE POST.
 BK2535'THE MARK IS 0.61 M BELOW LA.111.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2538 ***********************************************************************
 BK2538  DESIGNATION -  6 V 245
 BK2538  PID         -  BK2538
 BK2538  STATE/COUNTY-  LA/BEAUREGARD
 BK2538  USGS QUAD   -  NEALE (1986)
 BK2538
 BK2538                         *CURRENT SURVEY CONTROL
 BK2538  ___________________________________________________________________
 BK2538* NAD 83(1986)-  30 50 19.     (N)    093 28 43.     (W)     SCALED    
 BK2538* NAVD 88     -        41.133  (meters)     134.95   (feet)  ADJUSTED  
 BK2538  ___________________________________________________________________
 BK2538  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2538  DYNAMIC HT  -          41.081 (meters)     134.78  (feet)  COMP
 BK2538  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 BK2538
 BK2538  VERT ORDER  -  SECOND    CLASS I
 BK2538
 BK2538.The horizontal coordinates were scaled from a topographic map and have
 BK2538.an estimated accuracy of +/- 6 seconds.
 BK2538
 BK2538.The orthometric height was determined by differential leveling
 BK2538.and adjusted by the National Geodetic Survey in February 1994..
 BK2538
 BK2538.The geoid height was determined by GEOID03.
 BK2538
 BK2538.The dynamic height is computed by dividing the NAVD 88
 BK2538.geopotential number by the normal gravity value computed on the
 BK2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2538.degrees latitude (g = 980.6199 gals.).
 BK2538
 BK2538.The modeled gravity was interpolated from observed gravity values.
 BK2538
 BK2538;                    North         East    Units  Estimated Accuracy
 BK2538;SPC LA S     -   261,150.      794,780.      MT  (+/- 180 meters Scaled)
 BK2538
 BK2538                          SUPERSEDED SURVEY CONTROL
 BK2538
 BK2538.No superseded survey control is available for this station.
 BK2538
 BK2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ542118(NAD 83)
 BK2538_MARKER: DB = BENCH MARK DISK
 BK2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2538_SP_SET: CONCRETE POST
 BK2538_STAMPING: 6V245 1984
 BK2538_MARK LOGO: LADH  
 BK2538_PROJECTION: FLUSH
 BK2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2538+STABILITY: SURFACE MOTION
 BK2538
 BK2538  HISTORY     - Date     Condition        Report By
 BK2538  HISTORY     - 1984     MONUMENTED       LADTD
 BK2538  HISTORY     - 20011125 GOOD             USPSQD
 BK2538
 BK2538                          STATION DESCRIPTION
 BK2538
 BK2538'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2538'3.36 KM (2.09 MI) EAST FROM JUNCTION.
 BK2538'3.36 KM (2.0. MILES) EAST ON US 190 FROM THE JUNCTION OF LA 111 AND US
 BK2538'190 TO THE MARK ON THE RIGHT, 21.0 METERS (68.8 FEET) SOUTH OF THE
 BK2538'CENTERLINE OF US 190, 7.3 METER (24.1 FEET) WEST OF THE CENTERLINE OF
 BK2538'A DRIVE LEADING SOUTH 1.02 METER (3.4 FEET) NORTH OF A MESH AND BARBED
 BK2538'WIRE FENCE, 0.82 METER (2.7 FEET) EAST OF A RIGHT OF WAY MARKER,
 BK2538'RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2538'THE MARK IS 0.73 METERS  N FROM A WITNESS POST.
 BK2538'THE MARK IS 0.82 M BELOW US 190.
 BK2538
 BK2538                          STATION RECOVERY (2001)
 BK2538
 BK2538'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2539 ***********************************************************************
 BK2539  DESIGNATION -  6 V 246
 BK2539  PID         -  BK2539
 BK2539  STATE/COUNTY-  LA/BEAUREGARD
 BK2539  USGS QUAD   -  NEALE (1986)
 BK2539
 BK2539                         *CURRENT SURVEY CONTROL
 BK2539  ___________________________________________________________________
 BK2539* NAD 83(1986)-  30 50 19.     (N)    093 27 49.     (W)     SCALED    
 BK2539* NAVD 88     -        44.505  (meters)     146.01   (feet)  ADJUSTED  
 BK2539  ___________________________________________________________________
 BK2539  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2539  DYNAMIC HT  -          44.449 (meters)     145.83  (feet)  COMP
 BK2539  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 BK2539
 BK2539  VERT ORDER  -  SECOND    CLASS I
 BK2539
 BK2539.The horizontal coordinates were scaled from a topographic map and have
 BK2539.an estimated accuracy of +/- 6 seconds.
 BK2539
 BK2539.The orthometric height was determined by differential leveling
 BK2539.and adjusted by the National Geodetic Survey in February 1994..
 BK2539
 BK2539.The geoid height was determined by GEOID03.
 BK2539
 BK2539.The dynamic height is computed by dividing the NAVD 88
 BK2539.geopotential number by the normal gravity value computed on the
 BK2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2539.degrees latitude (g = 980.6199 gals.).
 BK2539
 BK2539.The modeled gravity was interpolated from observed gravity values.
 BK2539
 BK2539;                    North         East    Units  Estimated Accuracy
 BK2539;SPC LA S     -   261,130.      796,210.      MT  (+/- 180 meters Scaled)
 BK2539
 BK2539                          SUPERSEDED SURVEY CONTROL
 BK2539
 BK2539.No superseded survey control is available for this station.
 BK2539
 BK2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ556118(NAD 83)
 BK2539_MARKER: DB = BENCH MARK DISK
 BK2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2539_SP_SET: CONCRETE POST
 BK2539_STAMPING: 6V246 1984
 BK2539_MARK LOGO: LADH  
 BK2539_PROJECTION: FLUSH
 BK2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2539+STABILITY: SURFACE MOTION
 BK2539
 BK2539  HISTORY     - Date     Condition        Report By
 BK2539  HISTORY     - 1984     MONUMENTED       LADTD
 BK2539  HISTORY     - 20011125 GOOD             USPSQD
 BK2539
 BK2539                          STATION DESCRIPTION
 BK2539
 BK2539'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2539'4.81 KM (2.99 MI) EAST FROM JUNCTION.
 BK2539'4.81 KM (2.99 MILES) EAST ON US 190 FROM THE JUNCTION OF LA 111 AND US
 BK2539'190 TO THE MARK ON THE RIGHT 17.9 METERS (58.6 FEET) SOUTH OF THE
 BK2539'CENTERLINE OF US 190, 0.94 METERS (13.1 FEET) NORTH OF 5 STRAND BARBED
 BK2539'WIRE FENCE, 5.9 METERS (19.4 FEET) NORTHWEST OF A 20 INCH PINE TREE,
 BK2539'RAILROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2539'THE MARK IS 0.55 METERS  N FROM A WITNESS POST.
 BK2539'THE MARK IS 0.30 M ABOVE US 190.
 BK2539
 BK2539                          STATION RECOVERY (2001)
 BK2539
 BK2539'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2540 ***********************************************************************
 BK2540  DESIGNATION -  6 V 247
 BK2540  PID         -  BK2540
 BK2540  STATE/COUNTY-  LA/BEAUREGARD
 BK2540  USGS QUAD   -  NEALE (1986)
 BK2540
 BK2540                         *CURRENT SURVEY CONTROL
 BK2540  ___________________________________________________________________
 BK2540* NAD 83(1986)-  30 50 19.     (N)    093 26 49.     (W)     SCALED    
 BK2540* NAVD 88     -        55.782  (meters)     183.01   (feet)  ADJUSTED  
 BK2540  ___________________________________________________________________
 BK2540  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK2540  DYNAMIC HT  -          55.711 (meters)     182.78  (feet)  COMP
 BK2540  MODELED GRAV-     979,372.8   (mgal)                       NAVD 88
 BK2540
 BK2540  VERT ORDER  -  SECOND    CLASS I
 BK2540
 BK2540.The horizontal coordinates were scaled from a topographic map and have
 BK2540.an estimated accuracy of +/- 6 seconds.
 BK2540
 BK2540.The orthometric height was determined by differential leveling
 BK2540.and adjusted by the National Geodetic Survey in February 1994..
 BK2540
 BK2540.The geoid height was determined by GEOID03.
 BK2540
 BK2540.The dynamic height is computed by dividing the NAVD 88
 BK2540.geopotential number by the normal gravity value computed on the
 BK2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2540.degrees latitude (g = 980.6199 gals.).
 BK2540
 BK2540.The modeled gravity was interpolated from observed gravity values.
 BK2540
 BK2540;                    North         East    Units  Estimated Accuracy
 BK2540;SPC LA S     -   261,100.      797,810.      MT  (+/- 180 meters Scaled)
 BK2540
 BK2540                          SUPERSEDED SURVEY CONTROL
 BK2540
 BK2540.No superseded survey control is available for this station.
 BK2540
 BK2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ572118(NAD 83)
 BK2540_MARKER: DB = BENCH MARK DISK
 BK2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2540_SP_SET: CONCRETE POST
 BK2540_STAMPING: 6V247 1984
 BK2540_MARK LOGO: LADH  
 BK2540_PROJECTION: FLUSH
 BK2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2540+STABILITY: SURFACE MOTION
 BK2540
 BK2540  HISTORY     - Date     Condition        Report By
 BK2540  HISTORY     - 1984     MONUMENTED       LADTD
 BK2540
 BK2540                          STATION DESCRIPTION
 BK2540
 BK2540'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2540'6.44 KM (4.00 MI) EAST FROM JUNCTION.
 BK2540'6.44 KM (4.0 MILES) EAST ON US 190 FROM THE JUNCTION OF LA 111 AND US
 BK2540'190 TO THE MARK ON THE RIGHT 20.1 METERS (66.0 FEET) SOUTH OF THE
 BK2540'CENTERLINE OF US 190, 1.1 METES (3.6 FEET) NORTH OF A 5 STRAND BARBED
 BK2540'WIRE FENCE, 49.8METER (163.5 FEET) SOUTHEAST OF A POWER POLE ON THE
 BK2540'NORTH SIDE OF US 190, SOUTHWEST OF COOPERS CEMETARY, RAILROAD SPIKE
 BK2540'EMBEDDEN IN THE CONCRETE POST.
 BK2540'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BK2540'THE MARK IS 1.8 M ABOVE US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2545 ***********************************************************************
 BK2545  DESIGNATION -  6 V 248
 BK2545  PID         -  BK2545
 BK2545  STATE/COUNTY-  LA/BEAUREGARD
 BK2545  USGS QUAD   -  NEALE (1986)
 BK2545
 BK2545                         *CURRENT SURVEY CONTROL
 BK2545  ___________________________________________________________________
 BK2545* NAD 83(1986)-  30 50 19.     (N)    093 24 37.     (W)     SCALED    
 BK2545* NAVD 88     -        54.453  (meters)     178.65   (feet)  ADJUSTED  
 BK2545  ___________________________________________________________________
 BK2545  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2545  DYNAMIC HT  -          54.383 (meters)     178.42  (feet)  COMP
 BK2545  MODELED GRAV-     979,372.0   (mgal)                       NAVD 88
 BK2545
 BK2545  VERT ORDER  -  SECOND    CLASS I
 BK2545
 BK2545.The horizontal coordinates were scaled from a topographic map and have
 BK2545.an estimated accuracy of +/- 6 seconds.
 BK2545
 BK2545.The orthometric height was determined by differential leveling
 BK2545.and adjusted by the National Geodetic Survey in February 1994..
 BK2545
 BK2545.The geoid height was determined by GEOID03.
 BK2545
 BK2545.The dynamic height is computed by dividing the NAVD 88
 BK2545.geopotential number by the normal gravity value computed on the
 BK2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2545.degrees latitude (g = 980.6199 gals.).
 BK2545
 BK2545.The modeled gravity was interpolated from observed gravity values.
 BK2545
 BK2545;                    North         East    Units  Estimated Accuracy
 BK2545;SPC LA S     -   261,030.      801,310.      MT  (+/- 180 meters Scaled)
 BK2545
 BK2545                          SUPERSEDED SURVEY CONTROL
 BK2545
 BK2545.No superseded survey control is available for this station.
 BK2545
 BK2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ607117(NAD 83)
 BK2545_MARKER: DB = BENCH MARK DISK
 BK2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2545_SP_SET: CONCRETE POST
 BK2545_STAMPING: 6V248 1984
 BK2545_MARK LOGO: LADH  
 BK2545_PROJECTION: FLUSH
 BK2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2545+STABILITY: SURFACE MOTION
 BK2545
 BK2545  HISTORY     - Date     Condition        Report By
 BK2545  HISTORY     - 1984     MONUMENTED       LADTD
 BK2545
 BK2545                          STATION DESCRIPTION
 BK2545
 BK2545'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2545'10.01 KM (6.22 MI) EAST FROM JUNCTION.
 BK2545'10.01 KM (6.22 MILES) EAST ON US 190 FROM THE JUNCTION OF LA.111 AND
 BK2545'US 190,TO THE MARK ON THE RIGHT 18.2 METERS (59.9 FEET) SOUTH OF THE
 BK2545'CENTERLINE OF US 190, 18.6 METERS (61.0 FEET) EAST OF THE CENTERLINE
 BK2545'OF A GRAVEL ROAD LEADING SOUTH, 0.61 METERS (2.0 FEET) NORTH OF A MESH
 BK2545'AND BARBED WIRE FENCE, RAILROAD SPIKE EMBEDDED IN THE CONCRETE.
 BK2545'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BK2545'THE MARK IS 1.0 M BELOW US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1152 ***********************************************************************
 BK1152  DESIGNATION -  6 V 25 LADTD
 BK1152  PID         -  BK1152
 BK1152  STATE/COUNTY-  LA/BEAUREGARD
 BK1152  USGS QUAD   -  GRANT (1993)
 BK1152
 BK1152                         *CURRENT SURVEY CONTROL
 BK1152  ___________________________________________________________________
 BK1152* NAD 83(1986)-  30 45 15.     (N)    092 58 54.     (W)     SCALED    
 BK1152* NAVD 88     -        43.93   (+/-2cm)     144.1    (feet)  VERTCON   
 BK1152  ___________________________________________________________________
 BK1152  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK1152
 BK1152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1152
 BK1152.The horizontal coordinates were scaled from a topographic map and have
 BK1152.an estimated accuracy of +/- 6 seconds.
 BK1152
 BK1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1152.The vertical order pertains to the NGVD 29 superseded value.
 BK1152
 BK1152.The geoid height was determined by GEOID03.
 BK1152
 BK1152;                    North         East    Units  Estimated Accuracy
 BK1152;SPC LA S     -   251,000.      842,180.      MT  (+/- 180 meters Scaled)
 BK1152
 BK1152                          SUPERSEDED SURVEY CONTROL
 BK1152
 BK1152  NGVD 29 (??/??/??)   43.969  (m)          144.25   (f) ADJUSTED    2 0
 BK1152
 BK1152.Superseded values are not recommended for survey control.
 BK1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1152.See file dsdata.txt to determine how the superseded data were derived.
 BK1152
 BK1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ017023(NAD 83)
 BK1152_MARKER: DD = SURVEY DISK
 BK1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1152_STAMPING: 6V25 1970
 BK1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1152+STABILITY: SURFACE MOTION
 BK1152
 BK1152  HISTORY     - Date     Condition        Report By
 BK1152  HISTORY     - 1970     MONUMENTED       LADTD
 BK1152  HISTORY     - 1983     GOOD             LADTD
 BK1152  HISTORY     - 20011229 POOR             USPSQD
 BK1152
 BK1152                          STATION DESCRIPTION
 BK1152
 BK1152'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1152'16.55 MI W FROM OBERLIN.
 BK1152'ABOUT 16.55 MILES WEST ALONG STATE ROUTE 26 FROM THE MISSOURI PACIFIC
 BK1152'RAILROAD DEPOT AT OBERLIN, THENCE 82 FEET NORTH OF THE CENTERLINE OF
 BK1152'LA. 26, 129 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD LEADING
 BK1152'NORTH, 110 FEET NORTHEAST OF A POWER POLE, 33 FEET NORTHWEST OF A
 BK1152'FENCE CORNER, 1 FOOT SOUTHWEST OF A 3 STRAND BARBED WIRE FENCE, 1 FOOT
 BK1152'NORTHEAST OF A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE HIGHWAY, SET IN
 BK1152'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  SECTION 33, T 3S, R
 BK1152'6W.
 BK1152
 BK1152                          STATION RECOVERY (1983)
 BK1152
 BK1152'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BK1152'RECOVERED IN GOOD CONDITION.
 BK1152
 BK1152                          STATION RECOVERY (2001)
 BK1152
 BK1152'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1152'DAMAGED. KNOCKED OVER AT A 45 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2547 ***********************************************************************
 BK2547  DESIGNATION -  6 V 250
 BK2547  PID         -  BK2547
 BK2547  STATE/COUNTY-  LA/BEAUREGARD
 BK2547  USGS QUAD   -  NEALE (1986)
 BK2547
 BK2547                         *CURRENT SURVEY CONTROL
 BK2547  ___________________________________________________________________
 BK2547* NAD 83(1986)-  30 50 19.     (N)    093 22 39.     (W)     SCALED    
 BK2547* NAVD 88     -        59.747  (meters)     196.02   (feet)  ADJUSTED  
 BK2547  ___________________________________________________________________
 BK2547  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK2547  DYNAMIC HT  -          59.671 (meters)     195.77  (feet)  COMP
 BK2547  MODELED GRAV-     979,371.9   (mgal)                       NAVD 88
 BK2547
 BK2547  VERT ORDER  -  SECOND    CLASS I
 BK2547
 BK2547.The horizontal coordinates were scaled from a topographic map and have
 BK2547.an estimated accuracy of +/- 6 seconds.
 BK2547
 BK2547.The orthometric height was determined by differential leveling
 BK2547.and adjusted by the National Geodetic Survey in February 1994..
 BK2547
 BK2547.The geoid height was determined by GEOID03.
 BK2547
 BK2547.The dynamic height is computed by dividing the NAVD 88
 BK2547.geopotential number by the normal gravity value computed on the
 BK2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2547.degrees latitude (g = 980.6199 gals.).
 BK2547
 BK2547.The modeled gravity was interpolated from observed gravity values.
 BK2547
 BK2547;                    North         East    Units  Estimated Accuracy
 BK2547;SPC LA S     -   260,980.      804,450.      MT  (+/- 180 meters Scaled)
 BK2547
 BK2547                          SUPERSEDED SURVEY CONTROL
 BK2547
 BK2547.No superseded survey control is available for this station.
 BK2547
 BK2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ639117(NAD 83)
 BK2547_MARKER: DB = BENCH MARK DISK
 BK2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2547_SP_SET: CONCRETE POST
 BK2547_STAMPING: 6V250 1984
 BK2547_MARK LOGO: LADH  
 BK2547_PROJECTION: FLUSH
 BK2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2547+STABILITY: SURFACE MOTION
 BK2547
 BK2547  HISTORY     - Date     Condition        Report By
 BK2547  HISTORY     - 1984     MONUMENTED       LADTD
 BK2547
 BK2547                          STATION DESCRIPTION
 BK2547
 BK2547'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2547'10.79 KM (6.70 MI) WEST FROM DE RIDDER.
 BK2547'6.79 KM (4.22 MILES) WEST FROM THE T INTERSECTION OF LA.3099 AND THE
 BK2547'BEAURGARD PARISH AIRPORT ROAD TO THE MARK ON THE LEFT, 17.6 METERS
 BK2547'(57.9 FEET) SOUTH OF THE CENTERLINE OF US 190, 1.01 METERS (3.2 FEET)
 BK2547'NORTH OF A MESH AND BARBED WIRE FENCE, 71.2 METERS (233.5 FEET) EAST
 BK2547'SOUTHEAST OF THE EAST END OF A 24 INCH BV33 FOOT REINFORCED CONCRETE
 BK2547'PIPE SIDERAIN LEADING TO THE FIELD SOUTH OF US 190 32.1 METER (105.4
 BK2547'FEET) WEST OF A POWER POLE, RAILROAD SPIKE EMBEDDED IN THE CONCRETE
 BK2547'POST.
 BK2547'THE MARK IS 0.52 METERS  N FROM A WITNESS POST.
 BK2547'THE MARK IS 1.4 M BELOW US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2548 ***********************************************************************
 BK2548  DESIGNATION -  6 V 251
 BK2548  PID         -  BK2548
 BK2548  STATE/COUNTY-  LA/BEAUREGARD
 BK2548  USGS QUAD   -  DERIDDER (1994)
 BK2548
 BK2548                         *CURRENT SURVEY CONTROL
 BK2548  ___________________________________________________________________
 BK2548* NAD 83(1986)-  30 50 23.     (N)    093 21 37.     (W)     SCALED    
 BK2548* NAVD 88     -        61.252  (meters)     200.96   (feet)  ADJUSTED  
 BK2548  ___________________________________________________________________
 BK2548  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK2548  DYNAMIC HT  -          61.174 (meters)     200.70  (feet)  COMP
 BK2548  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 BK2548
 BK2548  VERT ORDER  -  SECOND    CLASS I
 BK2548
 BK2548.The horizontal coordinates were scaled from a topographic map and have
 BK2548.an estimated accuracy of +/- 6 seconds.
 BK2548
 BK2548.The orthometric height was determined by differential leveling
 BK2548.and adjusted by the National Geodetic Survey in February 1994..
 BK2548
 BK2548.The geoid height was determined by GEOID03.
 BK2548
 BK2548.The dynamic height is computed by dividing the NAVD 88
 BK2548.geopotential number by the normal gravity value computed on the
 BK2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2548.degrees latitude (g = 980.6199 gals.).
 BK2548
 BK2548.The modeled gravity was interpolated from observed gravity values.
 BK2548
 BK2548;                    North         East    Units  Estimated Accuracy
 BK2548;SPC LA S     -   261,070.      806,100.      MT  (+/- 180 meters Scaled)
 BK2548
 BK2548                          SUPERSEDED SURVEY CONTROL
 BK2548
 BK2548.No superseded survey control is available for this station.
 BK2548
 BK2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ655118(NAD 83)
 BK2548_MARKER: DB = BENCH MARK DISK
 BK2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2548_SP_SET: CONCRETE POST
 BK2548_STAMPING: 6V251 1984
 BK2548_MARK LOGO: LADH  
 BK2548_PROJECTION: FLUSH
 BK2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2548+STABILITY: SURFACE MOTION
 BK2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2548+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2005
 BK2548
 BK2548  HISTORY     - Date     Condition        Report By
 BK2548  HISTORY     - 1984     MONUMENTED       LADTD
 BK2548  HISTORY     - 20011125 GOOD             USPSQD
 BK2548  HISTORY     - 20041021 GOOD             USPSQD
 BK2548  HISTORY     - 20051229 GOOD             AERODA
 BK2548
 BK2548                          STATION DESCRIPTION
 BK2548
 BK2548'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2548'9.20 KM (5.71 MI) WEST FROM DE RIDDER.
 BK2548'5.20 KM (3.23 MILES) WEST FROM THE T INTERSECTION OF LA.3099 AND THE
 BK2548'BEAUREGARD PARISH AIRPORT ROAD TO THE MARK ON THE RIGHT, 17.4 METERS
 BK2548'(57.4 FEET) NORTH OF THE CENTERLINE OF US 190, 1.2 METERS (4.0 FEET)
 BK2548'SOUTH OF A MESH AND BARBED WIRE FENCE, 39.4 METERS (129.4 FEET) WEST
 BK2548'OF A POWER POLE, 26.0 METER (85.3 FEET) NORTHWEST OF THE NORTH END OF
 BK2548'A 24 INCH BY 61.7 FEET REINFORECED CONCRETE PIPE CROSS DRAIN UNDER US
 BK2548'190, RAILROAD SPIKE EMBEDDED IN THE CONCRETE POST.
 BK2548'THE MARK IS 0.85 METERS  S FROM A WITNESS POST.
 BK2548'THE MARK IS 0.80 M BELOW US 190.
 BK2548
 BK2548                          STATION RECOVERY (2001)
 BK2548
 BK2548'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2548'RECOVERED IN GOOD CONDITION.
 BK2548
 BK2548                          STATION RECOVERY (2004)
 BK2548
 BK2548'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK2548'RECOVERED IN GOOD CONDITION.
 BK2548
 BK2548                          STATION RECOVERY (2005)
 BK2548
 BK2548'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BK2548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2549 ***********************************************************************
 BK2549  DESIGNATION -  6 V 252
 BK2549  PID         -  BK2549
 BK2549  STATE/COUNTY-  LA/BEAUREGARD
 BK2549  USGS QUAD   -  DERIDDER (1994)
 BK2549
 BK2549                         *CURRENT SURVEY CONTROL
 BK2549  ___________________________________________________________________
 BK2549* NAD 83(1986)-  30 50 19.     (N)    093 20 57.     (W)     SCALED    
 BK2549* NAVD 88     -        58.207  (meters)     190.97   (feet)  ADJUSTED  
 BK2549  ___________________________________________________________________
 BK2549  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK2549  DYNAMIC HT  -          58.133 (meters)     190.72  (feet)  COMP
 BK2549  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 BK2549
 BK2549  VERT ORDER  -  SECOND    CLASS I
 BK2549
 BK2549.The horizontal coordinates were scaled from a topographic map and have
 BK2549.an estimated accuracy of +/- 6 seconds.
 BK2549
 BK2549.The orthometric height was determined by differential leveling
 BK2549.and adjusted by the National Geodetic Survey in February 1994..
 BK2549
 BK2549.The geoid height was determined by GEOID03.
 BK2549
 BK2549.The dynamic height is computed by dividing the NAVD 88
 BK2549.geopotential number by the normal gravity value computed on the
 BK2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2549.degrees latitude (g = 980.6199 gals.).
 BK2549
 BK2549.The modeled gravity was interpolated from observed gravity values.
 BK2549
 BK2549;                    North         East    Units  Estimated Accuracy
 BK2549;SPC LA S     -   260,930.      807,160.      MT  (+/- 180 meters Scaled)
 BK2549
 BK2549                          SUPERSEDED SURVEY CONTROL
 BK2549
 BK2549.No superseded survey control is available for this station.
 BK2549
 BK2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ666117(NAD 83)
 BK2549_MARKER: DB = BENCH MARK DISK
 BK2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2549_SP_SET: CONCRETE POST
 BK2549_STAMPING: 6V252 1984
 BK2549_MARK LOGO: LADH  
 BK2549_PROJECTION: FLUSH
 BK2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2549+STABILITY: SURFACE MOTION
 BK2549
 BK2549  HISTORY     - Date     Condition        Report By
 BK2549  HISTORY     - 1984     MONUMENTED       LADTD
 BK2549  HISTORY     - 20011125 GOOD             USPSQD
 BK2549
 BK2549                          STATION DESCRIPTION
 BK2549
 BK2549'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2549'8.11 KM (5.03 MI) WEST FROM DE RIDDER.
 BK2549'4.11 KM (2.55 MILES) WEST OF THE T INTERSECTION OF LA.3099 AND
 BK2549'BEAUREGARD PARISH AIRPORT ROAD TO THE MARK ON THE LEFT, 27.5 METERS
 BK2549'(90.0 FEET) SOUTH OF THE CENTERLINE OF US 190, 11.9 METERS (39.2 FEET
 BK2549'NORTH OF THE CENTERLINE OF THE ASPHALT PARISH ROAD TURNING SOUTH OFF
 BK2549'US 190 LEADING EAST,8.0 METER (26.2 FEET) SOUTH EAST OF A POWER
 BK2549'SERVICE POLE WITH A SECURITY LIGHT 89.0 METER (292.0 FEET) WEST OF THE
 BK2549'NORTHWEST CORNER OF A CONCRETE BRIDGE ON THE PARISH ROAD 57 FEE BY 31
 BK2549'FEET 4 BENTS AND 3 SLABS, RAILROAD SPIKE EMBEDDED IN CONCRETE POST.
 BK2549'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BK2549'THE MARK IS 1.22 M BELOW US 190.
 BK2549
 BK2549                          STATION RECOVERY (2001)
 BK2549
 BK2549'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2550 ***********************************************************************
 BK2550  DESIGNATION -  6 V 253
 BK2550  PID         -  BK2550
 BK2550  STATE/COUNTY-  LA/BEAUREGARD
 BK2550  USGS QUAD   -  DERIDDER (1994)
 BK2550
 BK2550                         *CURRENT SURVEY CONTROL
 BK2550  ___________________________________________________________________
 BK2550* NAD 83(1986)-  30 50 18.     (N)    093 20 00.     (W)     SCALED    
 BK2550* NAVD 88     -        61.677  (meters)     202.35   (feet)  ADJUSTED  
 BK2550  ___________________________________________________________________
 BK2550  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK2550  DYNAMIC HT  -          61.599 (meters)     202.10  (feet)  COMP
 BK2550  MODELED GRAV-     979,372.2   (mgal)                       NAVD 88
 BK2550
 BK2550  VERT ORDER  -  SECOND    CLASS I
 BK2550
 BK2550.The horizontal coordinates were scaled from a topographic map and have
 BK2550.an estimated accuracy of +/- 6 seconds.
 BK2550
 BK2550.The orthometric height was determined by differential leveling
 BK2550.and adjusted by the National Geodetic Survey in February 1994..
 BK2550
 BK2550.The geoid height was determined by GEOID03.
 BK2550
 BK2550.The dynamic height is computed by dividing the NAVD 88
 BK2550.geopotential number by the normal gravity value computed on the
 BK2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2550.degrees latitude (g = 980.6199 gals.).
 BK2550
 BK2550.The modeled gravity was interpolated from observed gravity values.
 BK2550
 BK2550;                    North         East    Units  Estimated Accuracy
 BK2550;SPC LA S     -   260,870.      808,670.      MT  (+/- 180 meters Scaled)
 BK2550
 BK2550                          SUPERSEDED SURVEY CONTROL
 BK2550
 BK2550.No superseded survey control is available for this station.
 BK2550
 BK2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ681117(NAD 83)
 BK2550_MARKER: DB = BENCH MARK DISK
 BK2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2550_SP_SET: CONCRETE POST
 BK2550_STAMPING: 6 V 253 1984
 BK2550_MARK LOGO: LADH  
 BK2550_PROJECTION: FLUSH
 BK2550_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2550+STABILITY: SURFACE MOTION
 BK2550
 BK2550  HISTORY     - Date     Condition        Report By
 BK2550  HISTORY     - 1984     MONUMENTED       LADTD
 BK2550  HISTORY     - 19861231 GOOD             LADTD
 BK2550  HISTORY     - 20011125 GOOD             USPSQD
 BK2550
 BK2550                          STATION DESCRIPTION
 BK2550
 BK2550'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2550'4.00 KM (2.48 MI) WEST FROM DE RIDDER.
 BK2550'AT THE T INTERSECTION OF LA.3099 AND THE BEAUREGARD PARISH AIRPORT
 BK2550'ROAD, ON THE WEST SIDE OF THE AIRPORT ROAD, 17.1 METERS (56.0 FEET)
 BK2550'SOUTH OF THE CENTERLINE OF A ASPHALT PARISH ROAD LA.3099, 12.0 METERS
 BK2550'(39.2 FEET) WEST OF THE CENTERLINE OF A CONCRETE ROAD LEADING SOUTH TO
 BK2550'BEAUREGARD PARISH AIRPORT, 31.9 METERS (104.8 FEET) SOUTH WEST OF THE
 BK2550'TOP OF A FIRE HYDRANT NORTH OF A PARISH ROAD, RAILROAD SPIKE EMBEDDED
 BK2550'IN THE CONCRETE POST.
 BK2550'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BK2550'THE MARK IS 0.51 M BELOW PARISH ROAD.
 BK2550
 BK2550                          STATION RECOVERY (1986)
 BK2550
 BK2550'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BK2550'RECOVERED IN GOOD CONDITION.
 BK2550
 BK2550                          STATION RECOVERY (2001)
 BK2550
 BK2550'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3385 ***********************************************************************
 BK3385  DESIGNATION -  6 V 255
 BK3385  PID         -  BK3385
 BK3385  STATE/COUNTY-  LA/BEAUREGARD
 BK3385  USGS QUAD   -  DERIDDER (1994)
 BK3385
 BK3385                         *CURRENT SURVEY CONTROL
 BK3385  ___________________________________________________________________
 BK3385* NAD 83(1986)-  30 51 34.     (N)    093 17 19.     (W)     SCALED    
 BK3385* NAVD 88     -        51.776  (meters)     169.87   (feet)  ADJUSTED  
 BK3385  ___________________________________________________________________
 BK3385  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK3385  DYNAMIC HT  -          51.710 (meters)     169.65  (feet)  COMP
 BK3385  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 BK3385
 BK3385  VERT ORDER  -  SECOND    CLASS I
 BK3385
 BK3385.The horizontal coordinates were scaled from a topographic map and have
 BK3385.an estimated accuracy of +/- 6 seconds.
 BK3385
 BK3385.The orthometric height was determined by differential leveling
 BK3385.and adjusted by the National Geodetic Survey in February 1994..
 BK3385
 BK3385.The geoid height was determined by GEOID03.
 BK3385
 BK3385.The dynamic height is computed by dividing the NAVD 88
 BK3385.geopotential number by the normal gravity value computed on the
 BK3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3385.degrees latitude (g = 980.6199 gals.).
 BK3385
 BK3385.The modeled gravity was interpolated from observed gravity values.
 BK3385
 BK3385;                    North         East    Units  Estimated Accuracy
 BK3385;SPC LA S     -   263,140.      812,990.      MT  (+/- 180 meters Scaled)
 BK3385
 BK3385                          SUPERSEDED SURVEY CONTROL
 BK3385
 BK3385.No superseded survey control is available for this station.
 BK3385
 BK3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ724140(NAD 83)
 BK3385_MARKER: DD = SURVEY DISK
 BK3385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK3385_SP_SET: BRIDGE ABUTMENT
 BK3385_STAMPING: 6V255 1987
 BK3385_MARK LOGO: LADTD 
 BK3385_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3385+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 BK3385
 BK3385  HISTORY     - Date     Condition        Report By
 BK3385  HISTORY     - 1987     MONUMENTED       LADTD
 BK3385  HISTORY     - 20011125 GOOD             USPSQD
 BK3385  HISTORY     - 20041027 GOOD             USPSQD
 BK3385
 BK3385                          STATION DESCRIPTION
 BK3385
 BK3385'DESCRIBED BY LA TRANSP AND DEV 1987
 BK3385'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3385'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK3385'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 1.4 KM
 BK3385'(0.9 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT SET IN THE
 BK3385'NORTHWEST CORNER OF A BRIDGE.
 BK3385'THE STATION IS 6.0 M (19.7 FT) WEST FROM THE CENTER OF THE SOUTH BOUND
 BK3385'LANES OF THE HIGHWAY, 2.0 M (6.6 FT) SOUTH FROM A WITNESS POST AND
 BK3385'1.0 M (3.3 FT) SOUTH FROM THE NORTHWEST CORNER OF THE BRIDGE.  THE
 BK3385'STATION IS 0.16 M (0.52 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BK3385
 BK3385                          STATION RECOVERY (2001)
 BK3385
 BK3385'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3385'RECOVERED IN GOOD CONDITION.
 BK3385
 BK3385                          STATION RECOVERY (2004)
 BK3385
 BK3385'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK3385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1153 ***********************************************************************
 BK1153  DESIGNATION -  6 V 26 LADTD
 BK1153  PID         -  BK1153
 BK1153  STATE/COUNTY-  LA/BEAUREGARD
 BK1153  USGS QUAD   -  GRANT (1993)
 BK1153
 BK1153                         *CURRENT SURVEY CONTROL
 BK1153  ___________________________________________________________________
 BK1153* NAD 83(1986)-  30 45 42.     (N)    092 59 56.     (W)     SCALED    
 BK1153* NAVD 88     -        35.52   (+/-2cm)     116.5    (feet)  VERTCON   
 BK1153  ___________________________________________________________________
 BK1153  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BK1153
 BK1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1153
 BK1153.The horizontal coordinates were scaled from a topographic map and have
 BK1153.an estimated accuracy of +/- 6 seconds.
 BK1153
 BK1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1153.The vertical order pertains to the NGVD 29 superseded value.
 BK1153
 BK1153.The geoid height was determined by GEOID03.
 BK1153
 BK1153;                    North         East    Units  Estimated Accuracy
 BK1153;SPC LA S     -   251,860.      840,540.      MT  (+/- 180 meters Scaled)
 BK1153
 BK1153                          SUPERSEDED SURVEY CONTROL
 BK1153
 BK1153  NGVD 29 (??/??/??)   35.558  (m)          116.66   (f) ADJUSTED    2 0
 BK1153
 BK1153.Superseded values are not recommended for survey control.
 BK1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1153.See file dsdata.txt to determine how the superseded data were derived.
 BK1153
 BK1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ001031(NAD 83)
 BK1153_MARKER: DD = SURVEY DISK
 BK1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1153_STAMPING: 6V26 1970
 BK1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1153+STABILITY: SURFACE MOTION
 BK1153
 BK1153  HISTORY     - Date     Condition        Report By
 BK1153  HISTORY     - 1970     MONUMENTED       LADTD
 BK1153  HISTORY     - 1983     GOOD             LADTD
 BK1153  HISTORY     - 20011229 MARK NOT FOUND   USPSQD
 BK1153
 BK1153                          STATION DESCRIPTION
 BK1153
 BK1153'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1153'17.70 MI W FROM OBERLIN.
 BK1153'ABOUT 17.70 MILES WEST ALONG STATE ROUTE 26, FROM THE MISSOURI PACIFIC
 BK1153'RAILROAD DEPOT AT OBERLIN, 79 FEET SOUTH OF THE CENTERLINE OF LA. 26,
 BK1153'0.5 FEET SOUTHWEST OF A COMBINATION BARBED WIRE AND MESH FENCE, 32
 BK1153'FEET SOUTH OF A FENCE CORNER, 31 FEET SOUTHWEST OF A POWER POLE, 1.2
 BK1153'FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET IN
 BK1153'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. SECTION 29, T 3S, R
 BK1153'6W.
 BK1153
 BK1153                          STATION RECOVERY (1983)
 BK1153
 BK1153'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BK1153'RECOVERED IN GOOD CONDITION.
 BK1153
 BK1153                          STATION RECOVERY (2001)
 BK1153
 BK1153'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1154 ***********************************************************************
 BK1154  DESIGNATION -  6 V 27 LADTD
 BK1154  PID         -  BK1154
 BK1154  STATE/COUNTY-  LA/BEAUREGARD
 BK1154  USGS QUAD   -  SUGARTOWN (1975)
 BK1154
 BK1154                         *CURRENT SURVEY CONTROL
 BK1154  ___________________________________________________________________
 BK1154* NAD 83(1986)-  30 46 08.     (N)    093 00 49.     (W)     SCALED    
 BK1154* NAVD 88     -        37.74   (+/-2cm)     123.8    (feet)  VERTCON   
 BK1154  ___________________________________________________________________
 BK1154  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK1154
 BK1154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1154
 BK1154.The horizontal coordinates were scaled from a topographic map and have
 BK1154.an estimated accuracy of +/- 6 seconds.
 BK1154
 BK1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1154.The vertical order pertains to the NGVD 29 superseded value.
 BK1154
 BK1154.The geoid height was determined by GEOID03.
 BK1154
 BK1154;                    North         East    Units  Estimated Accuracy
 BK1154;SPC LA S     -   252,680.      839,140.      MT  (+/- 180 meters Scaled)
 BK1154
 BK1154                          SUPERSEDED SURVEY CONTROL
 BK1154
 BK1154  NGVD 29 (??/??/??)   37.791  (m)          123.99   (f) ADJUSTED    2 0
 BK1154
 BK1154.Superseded values are not recommended for survey control.
 BK1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1154.See file dsdata.txt to determine how the superseded data were derived.
 BK1154
 BK1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ986039(NAD 83)
 BK1154_MARKER: DD = SURVEY DISK
 BK1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1154_STAMPING: 6V27 LADTD
 BK1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1154+STABILITY: SURFACE MOTION
 BK1154
 BK1154  HISTORY     - Date     Condition        Report By
 BK1154  HISTORY     - 1970     MONUMENTED       LADTD
 BK1154
 BK1154                          STATION DESCRIPTION
 BK1154
 BK1154'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1154'18.75 MI W FROM DERIDDER.
 BK1154'ABOUT 18.75 MILES WEST ALONG STATE ROUTE 26 FROM THE MISSOURI PACIFIC
 BK1154'RAILROAD DEPOT AT OBERLIN, 55 FEET NORTH OF THE CENTERLINE OF LA. 26,
 BK1154'26 FEET NORTHWEST OF A POWER POLE, 17 FEET NORTH OF A 3 STRAND BARBED
 BK1154'WIRE FENCE, APPROXIMATLEY 0.4 MILE WEST OF THE INTERSECTION OF LA. 26
 BK1154'AND LA. 113. THIS MARK MAY ALSO BE REACHED BY 3.85 MILES EAST ALONG US
 BK1154'171 FROM THE COURTHOUSE IN DERIDDER, THENCE 14.75 MILES EAST ALONG
 BK1154'STATE ROUTE 26. IT IS 2.3 FEET NORTHWEST OF A STEEL WITNESS POST,
 BK1154'ABOUT LEVEL WITH HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BK1154'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2149 ***********************************************************************
 BK2149  DESIGNATION -  6 V 27 LADTD  RESET 1983
 BK2149  PID         -  BK2149
 BK2149  STATE/COUNTY-  LA/BEAUREGARD
 BK2149  USGS QUAD   -  SUGARTOWN (1975)
 BK2149
 BK2149                         *CURRENT SURVEY CONTROL
 BK2149  ___________________________________________________________________
 BK2149* NAD 83(1986)-  30 46 09.     (N)    093 00 45.     (W)     SCALED    
 BK2149* NAVD 88     -        37.70   (+/-2cm)     123.7    (feet)  VERTCON   
 BK2149  ___________________________________________________________________
 BK2149  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK2149
 BK2149  VERT ORDER  -  THIRD (See Below)
 BK2149
 BK2149.The horizontal coordinates were scaled from a topographic map and have
 BK2149.an estimated accuracy of +/- 6 seconds.
 BK2149
 BK2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2149.The vertical order pertains to the NGVD 29 superseded value.
 BK2149
 BK2149.The geoid height was determined by GEOID03.
 BK2149
 BK2149;                    North         East    Units  Estimated Accuracy
 BK2149;SPC LA S     -   252,710.      839,250.      MT  (+/- 180 meters Scaled)
 BK2149
 BK2149                          SUPERSEDED SURVEY CONTROL
 BK2149
 BK2149  NGVD 29 (??/??/??)   37.75   (m)          123.9    (f) RESET       3  
 BK2149
 BK2149.Superseded values are not recommended for survey control.
 BK2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2149.See file dsdata.txt to determine how the superseded data were derived.
 BK2149
 BK2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ988040(NAD 83)
 BK2149_MARKER: DD = SURVEY DISK
 BK2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2149_STAMPING: 6V27 LADTD RESET 1983
 BK2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2149+STABILITY: SURFACE MOTION
 BK2149
 BK2149  HISTORY     - Date     Condition        Report By
 BK2149  HISTORY     - 1982     MONUMENTED       LADTD
 BK2149  HISTORY     - 20011229 MARK NOT FOUND   USPSQD
 BK2149
 BK2149                          STATION DESCRIPTION
 BK2149
 BK2149'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2149'18.7 MI W FROM DERIDDER.
 BK2149'ABOUT 18.75 MILE WEST ALONG STATE HIGHWAY 26 FROM THE MISSOURI PACIFIC
 BK2149'HIGHWAY 26 AND STATE HIGHWAY 113, 95.0 FT NORTH OF THE CENTERLINE OF
 BK2149'STATE HIGHWAY 26, 33.0 FT SOUTHWEST OF A 12 INCH OAK TREE, 6.5 FT
 BK2149'NORTHWEST OF 30 INCH PINE TREE. THIS MARK MAY ALSO BE REACHED BY GOING
 BK2149'14.75 MI EAST ALONG STATE HIGHWAY 26 FROM ITS JUNCTION WITH U.S. HIGH-
 BK2149'WAY 171 TO THE MARK ON THE LEFT.
 BK2149
 BK2149                          STATION RECOVERY (2001)
 BK2149
 BK2149'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1156 ***********************************************************************
 BK1156  DESIGNATION -  6 V 29 LADTD
 BK1156  PID         -  BK1156
 BK1156  STATE/COUNTY-  LA/BEAUREGARD
 BK1156  USGS QUAD   -  SUGARTOWN (1975)
 BK1156
 BK1156                         *CURRENT SURVEY CONTROL
 BK1156  ___________________________________________________________________
 BK1156* NAD 83(1986)-  30 46 59.     (N)    093 02 37.     (W)     SCALED    
 BK1156* NAVD 88     -        43.64   (+/-2cm)     143.2    (feet)  VERTCON   
 BK1156  ___________________________________________________________________
 BK1156  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BK1156
 BK1156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1156
 BK1156.The horizontal coordinates were scaled from a topographic map and have
 BK1156.an estimated accuracy of +/- 6 seconds.
 BK1156
 BK1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1156.The vertical order pertains to the NGVD 29 superseded value.
 BK1156
 BK1156.The geoid height was determined by GEOID03.
 BK1156
 BK1156;                    North         East    Units  Estimated Accuracy
 BK1156;SPC LA S     -   254,290.      836,300.      MT  (+/- 180 meters Scaled)
 BK1156
 BK1156                          SUPERSEDED SURVEY CONTROL
 BK1156
 BK1156  NGVD 29 (??/??/??)   43.695  (m)          143.36   (f) ADJUSTED    2 0
 BK1156
 BK1156.Superseded values are not recommended for survey control.
 BK1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1156.See file dsdata.txt to determine how the superseded data were derived.
 BK1156
 BK1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ958055(NAD 83)
 BK1156_MARKER: DD = SURVEY DISK
 BK1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1156_STAMPING: 6V29 LADTD
 BK1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1156+STABILITY: SURFACE MOTION
 BK1156
 BK1156  HISTORY     - Date     Condition        Report By
 BK1156  HISTORY     - 1970     MONUMENTED       LADTD
 BK1156
 BK1156                          STATION DESCRIPTION
 BK1156
 BK1156'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1156'16.55 MI E FROM DERIDDER.
 BK1156'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM COURTHOUSE AT
 BK1156'DERIDDER, THENCE 12.7 MILES EAST ALONG STATE ROUTE 26, 35 FEET NORTH
 BK1156'OF THE CENTERLINE OF LA. 26, 0.5 FEET SOUTH OF A STRAND BARBED WIRE
 BK1156'FENCE, IN THE CENTER OF TWO 12 INCH PINE TREES, 1 FOOT NORTH OF A
 BK1156'STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BK1156'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2148 ***********************************************************************
 BK2148  DESIGNATION -  6 V 29 LADTD RESET 1983
 BK2148  PID         -  BK2148
 BK2148  STATE/COUNTY-  LA/BEAUREGARD
 BK2148  USGS QUAD   -  SUGARTOWN (1975)
 BK2148
 BK2148                         *CURRENT SURVEY CONTROL
 BK2148  ___________________________________________________________________
 BK2148* NAD 83(1986)-  30 47 03.     (N)    093 02 32.     (W)     SCALED    
 BK2148* NAVD 88     -        43.00   (+/-2cm)     141.1    (feet)  VERTCON   
 BK2148  ___________________________________________________________________
 BK2148  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BK2148
 BK2148  VERT ORDER  -  THIRD (See Below)
 BK2148
 BK2148.The horizontal coordinates were scaled from a topographic map and have
 BK2148.an estimated accuracy of +/- 6 seconds.
 BK2148
 BK2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2148.The vertical order pertains to the NGVD 29 superseded value.
 BK2148
 BK2148.The geoid height was determined by GEOID03.
 BK2148
 BK2148;                    North         East    Units  Estimated Accuracy
 BK2148;SPC LA S     -   254,410.      836,430.      MT  (+/- 180 meters Scaled)
 BK2148
 BK2148                          SUPERSEDED SURVEY CONTROL
 BK2148
 BK2148  NGVD 29 (??/??/??)   43.06   (m)          141.3    (f) RESET       3  
 BK2148
 BK2148.Superseded values are not recommended for survey control.
 BK2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2148.See file dsdata.txt to determine how the superseded data were derived.
 BK2148
 BK2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ959056(NAD 83)
 BK2148_MARKER: DD = SURVEY DISK
 BK2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2148_STAMPING: 6V29 LADTD RESET 1983
 BK2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2148+STABILITY: SURFACE MOTION
 BK2148
 BK2148  HISTORY     - Date     Condition        Report By
 BK2148  HISTORY     - 1982     MONUMENTED       LADTD
 BK2148  HISTORY     - 20011229 GOOD             USPSQD
 BK2148
 BK2148                          STATION DESCRIPTION
 BK2148
 BK2148'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2148'16.55 MI E FROM DERIDDER.
 BK2148'ABOUT 16.55 MILE EAST ALONG STATE HIGHWAY 26 FROM ITS JUNCTION WITH
 BK2148'U.S. HIGHWAY 171, THE MARK IS 56.0 FT NORTH OF THE CENTERLINE OF STATE
 BK2148'HIGHWAY 26.
 BK2148
 BK2148                          STATION RECOVERY (2001)
 BK2148
 BK2148'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2148'1.5 FT. SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1157 ***********************************************************************
 BK1157  DESIGNATION -  6 V 30 LADTD
 BK1157  PID         -  BK1157
 BK1157  STATE/COUNTY-  LA/BEAUREGARD
 BK1157  USGS QUAD   -  SUGARTOWN (1975)
 BK1157
 BK1157                         *CURRENT SURVEY CONTROL
 BK1157  ___________________________________________________________________
 BK1157* NAD 83(1986)-  30 47 25.     (N)    093 03 33.     (W)     SCALED    
 BK1157* NAVD 88     -        56.08   (+/-2cm)     184.0    (feet)  VERTCON   
 BK1157  ___________________________________________________________________
 BK1157  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1157
 BK1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1157
 BK1157.The horizontal coordinates were scaled from a topographic map and have
 BK1157.an estimated accuracy of +/- 6 seconds.
 BK1157
 BK1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1157.The vertical order pertains to the NGVD 29 superseded value.
 BK1157
 BK1157.The geoid height was determined by GEOID03.
 BK1157
 BK1157;                    North         East    Units  Estimated Accuracy
 BK1157;SPC LA S     -   255,120.      834,820.      MT  (+/- 180 meters Scaled)
 BK1157
 BK1157                          SUPERSEDED SURVEY CONTROL
 BK1157
 BK1157  NGVD 29 (??/??/??)   56.147  (m)          184.21   (f) ADJUSTED    2 0
 BK1157
 BK1157.Superseded values are not recommended for survey control.
 BK1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1157.See file dsdata.txt to determine how the superseded data were derived.
 BK1157
 BK1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ943063(NAD 83)
 BK1157_MARKER: DD = SURVEY DISK
 BK1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1157_STAMPING: 6V30 LADTD
 BK1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1157+STABILITY: SURFACE MOTION
 BK1157
 BK1157  HISTORY     - Date     Condition        Report By
 BK1157  HISTORY     - 1970     MONUMENTED       LADTD
 BK1157  HISTORY     - 20011229 MARK NOT FOUND   USPSQD
 BK1157
 BK1157                          STATION DESCRIPTION
 BK1157
 BK1157'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1157'15.45 MI E FROM DERIDDER.
 BK1157'ABOUT 3.85 MILE EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1157'DERIDDER, THENCE 11.60 MILES EAST ALONG STATE ROUTE 26, 70 FEET NORTH
 BK1157'OF THE CENTERLINE OF LA. 26, 27 FEET NORTHWEST OF THE CENTER OF A
 BK1157'STEEL GATE, 0.5 FOOT SOUTHWEST OF A STRAND BARBED WIRE FENCE, 1.3 FEET
 BK1157'EAST OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE HIGHWAY, SET IN THE
 BK1157'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BK1157
 BK1157                          STATION RECOVERY (2001)
 BK1157
 BK1157'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1158 ***********************************************************************
 BK1158  DESIGNATION -  6 V 31 LADTD
 BK1158  PID         -  BK1158
 BK1158  STATE/COUNTY-  LA/BEAUREGARD
 BK1158  USGS QUAD   -  SUGARTOWN (1975)
 BK1158
 BK1158                         *CURRENT SURVEY CONTROL
 BK1158  ___________________________________________________________________
 BK1158* NAD 83(1986)-  30 47 47.     (N)    093 04 18.     (W)     SCALED    
 BK1158* NAVD 88     -        54.96   (+/-2cm)     180.3    (feet)  VERTCON   
 BK1158  ___________________________________________________________________
 BK1158  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK1158
 BK1158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1158
 BK1158.The horizontal coordinates were scaled from a topographic map and have
 BK1158.an estimated accuracy of +/- 6 seconds.
 BK1158
 BK1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1158.The vertical order pertains to the NGVD 29 superseded value.
 BK1158
 BK1158.The geoid height was determined by GEOID03.
 BK1158
 BK1158;                    North         East    Units  Estimated Accuracy
 BK1158;SPC LA S     -   255,810.      833,630.      MT  (+/- 180 meters Scaled)
 BK1158
 BK1158                          SUPERSEDED SURVEY CONTROL
 BK1158
 BK1158  NGVD 29 (??/??/??)   55.034  (m)          180.56   (f) ADJUSTED    2 0
 BK1158
 BK1158.Superseded values are not recommended for survey control.
 BK1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1158.See file dsdata.txt to determine how the superseded data were derived.
 BK1158
 BK1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ931070(NAD 83)
 BK1158_MARKER: DD = SURVEY DISK
 BK1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1158_STAMPING: 6V31 LADTD
 BK1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1158+STABILITY: SURFACE MOTION
 BK1158
 BK1158  HISTORY     - Date     Condition        Report By
 BK1158  HISTORY     - 1970     MONUMENTED       LADTD
 BK1158  HISTORY     - 20011229 MARK NOT FOUND   USPSQD
 BK1158
 BK1158                          STATION DESCRIPTION
 BK1158
 BK1158'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1158'14.6 MI E FROM DERIDDER.
 BK1158'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1158'DERIDDER, THENCE 10.75 MILES EAST ALONG STATE ROUTE 26, 68 FEET NORTH
 BK1158'OF THE CENTERLINE OF LA. 26, 20 FEET NORTHEAST OF THE CENTERLINE OS A
 BK1158'PARISH ROAD LEADING NORTHWEST, 1.5 FEET EAST OF A COMBINATION BARBED
 BK1158'WIRE AND MESH FENCH, APPROXIMATELY 0.1 MILE SOUTHEAST OF A TELEPHONE
 BK1158'TOWER, 1 FOOT WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH HUGHWAY,
 BK1158'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BK1158
 BK1158                          STATION RECOVERY (2001)
 BK1158
 BK1158'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1160 ***********************************************************************
 BK1160  DESIGNATION -  6 V 32 LADH RESET 1977
 BK1160  PID         -  BK1160
 BK1160  STATE/COUNTY-  LA/BEAUREGARD
 BK1160  USGS QUAD   -  SUGARTOWN (1975)
 BK1160
 BK1160                         *CURRENT SURVEY CONTROL
 BK1160  ___________________________________________________________________
 BK1160* NAD 83(1986)-  30 48 08.     (N)    093 05 01.     (W)     SCALED    
 BK1160* NAVD 88     -        55.39   (+/-2cm)     181.7    (feet)  VERTCON   
 BK1160  ___________________________________________________________________
 BK1160  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK1160
 BK1160  VERT ORDER  -  THIRD (See Below)
 BK1160
 BK1160.The horizontal coordinates were scaled from a topographic map and have
 BK1160.an estimated accuracy of +/- 6 seconds.
 BK1160
 BK1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1160.The vertical order pertains to the NGVD 29 superseded value.
 BK1160
 BK1160.The geoid height was determined by GEOID03.
 BK1160
 BK1160;                    North         East    Units  Estimated Accuracy
 BK1160;SPC LA S     -   256,480.      832,500.      MT  (+/- 180 meters Scaled)
 BK1160
 BK1160                          SUPERSEDED SURVEY CONTROL
 BK1160
 BK1160  NGVD 29 (??/??/??)   55.46   (m)          182.0    (f) RESET       3  
 BK1160
 BK1160.Superseded values are not recommended for survey control.
 BK1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1160.See file dsdata.txt to determine how the superseded data were derived.
 BK1160
 BK1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ920076(NAD 83)
 BK1160_MARKER: DD = SURVEY DISK
 BK1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1160_STAMPING: 6V32 LADTD RESET 1977
 BK1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1160+STABILITY: SURFACE MOTION
 BK1160
 BK1160  HISTORY     - Date     Condition        Report By
 BK1160  HISTORY     - 1977     MONUMENTED       NGS
 BK1160  HISTORY     - 20011229 GOOD             USPSQD
 BK1160
 BK1160                          STATION DESCRIPTION
 BK1160
 BK1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BK1160'13.75 MI ESE FROM DERIDDER.
 BK1160'ABOUT 3.85 MILES EAST AND SOUTH ALONG U.S. HIGHWAY 171 FROM THE COURT-
 BK1160'HOUSE IN DERIDDER, THENCE EAST ALONG STATE HIGHWAY 26, FOR 9.90 MILES
 BK1160'TO THE MARK ON THE LEFT. ON THE PROPERTY OWNED BY O.J. COOLEY. IT IS.
 BK1160'225 FEET NORTH OF THE CENTER OF STATE HIGHWAY 26, 275 FEET SOUTHEAST
 BK1160'OF THE SOUTHEAST CORNER OF THE COOLEY'S HOUSE, 2.8 FEET SOUTH OF A
 BK1160'POWER POLE 1.4 FEET WEST OF THE FENCE LINE AND 0.5 FEET WEST OF A
 BK1160'METAL WITNESS POST. IT IS A SHORT ROD MARK FLUSH WITH THE GROUND.
 BK1160
 BK1160                          STATION RECOVERY (2001)
 BK1160
 BK1160'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1159 ***********************************************************************
 BK1159  DESIGNATION -  6 V 32 LADTD
 BK1159  PID         -  BK1159
 BK1159  STATE/COUNTY-  LA/BEAUREGARD
 BK1159  USGS QUAD   -  SUGARTOWN (1975)
 BK1159
 BK1159                         *CURRENT SURVEY CONTROL
 BK1159  ___________________________________________________________________
 BK1159* NAD 83(1986)-  30 48 09.     (N)    093 05 00.     (W)     SCALED    
 BK1159* NAVD 88     -        57.62   (+/-2cm)     189.0    (feet)  VERTCON   
 BK1159  ___________________________________________________________________
 BK1159  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK1159
 BK1159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1159
 BK1159.The horizontal coordinates were scaled from a topographic map and have
 BK1159.an estimated accuracy of +/- 6 seconds.
 BK1159
 BK1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1159.The vertical order pertains to the NGVD 29 superseded value.
 BK1159
 BK1159.The geoid height was determined by GEOID03.
 BK1159
 BK1159;                    North         East    Units  Estimated Accuracy
 BK1159;SPC LA S     -   256,510.      832,530.      MT  (+/- 180 meters Scaled)
 BK1159
 BK1159                          SUPERSEDED SURVEY CONTROL
 BK1159
 BK1159  NGVD 29 (??/??/??)   57.695  (m)          189.29   (f) ADJUSTED    2 0
 BK1159
 BK1159.Superseded values are not recommended for survey control.
 BK1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1159.See file dsdata.txt to determine how the superseded data were derived.
 BK1159
 BK1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ920077(NAD 83)
 BK1159_MARKER: DB = BENCH MARK DISK
 BK1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1159_STAMPING: 6V32 1970
 BK1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1159+STABILITY: SURFACE MOTION
 BK1159
 BK1159  HISTORY     - Date     Condition        Report By
 BK1159  HISTORY     - 1970     MONUMENTED       LADTD
 BK1159  HISTORY     - 1983     GOOD             LADTD
 BK1159  HISTORY     - 20011229 MARK NOT FOUND   USPSQD
 BK1159
 BK1159                          STATION DESCRIPTION
 BK1159
 BK1159'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1159'13.75 MI SE FROM DERIDDER.
 BK1159'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1159'DERIDDER, THENCE 9.90 MILES EAST ALONG STATE ROUTE 26, 0.06 MILE NORTH
 BK1159'OF LA. 26, 81 FEET EAST OF THE NORTHEAST CORNER OF A WOOD FRAME
 BK1159'BUILDING BELONGING TO THE LOUISIANA FORRESTRY COMMISSION, LOCATED IN
 BK1159'THE SOUTHWEST LEG OF THE FIRE TOWER, 1.0 FEET WEST OF A STEEL WITNESS
 BK1159'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  SECTION
 BK1159'16, T 3S, R 7W.
 BK1159
 BK1159                          STATION RECOVERY (1983)
 BK1159
 BK1159'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BK1159'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 BK1159
 BK1159                          STATION RECOVERY (2001)
 BK1159
 BK1159'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1321 ***********************************************************************
 BK1321  DESIGNATION -  6 V 33 LADTD
 BK1321  PID         -  BK1321
 BK1321  STATE/COUNTY-  LA/BEAUREGARD
 BK1321  USGS QUAD   -  SUGARTOWN (1975)
 BK1321
 BK1321                         *CURRENT SURVEY CONTROL
 BK1321  ___________________________________________________________________
 BK1321* NAD 83(1986)-  30 48 16.     (N)    093 05 51.     (W)     SCALED    
 BK1321* NAVD 88     -        45.47   (+/-2cm)     149.2    (feet)  VERTCON   
 BK1321  ___________________________________________________________________
 BK1321  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK1321
 BK1321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1321
 BK1321.The horizontal coordinates were scaled from a topographic map and have
 BK1321.an estimated accuracy of +/- 6 seconds.
 BK1321
 BK1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1321.The vertical order pertains to the NGVD 29 superseded value.
 BK1321
 BK1321.The geoid height was determined by GEOID03.
 BK1321
 BK1321;                    North         East    Units  Estimated Accuracy
 BK1321;SPC LA S     -   256,740.      831,170.      MT  (+/- 180 meters Scaled)
 BK1321
 BK1321                          SUPERSEDED SURVEY CONTROL
 BK1321
 BK1321  NGVD 29 (??/??/??)   45.553  (m)          149.45   (f) ADJUSTED    2 0
 BK1321
 BK1321.Superseded values are not recommended for survey control.
 BK1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1321.See file dsdata.txt to determine how the superseded data were derived.
 BK1321
 BK1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ906079(NAD 83)
 BK1321_MARKER: DD = SURVEY DISK
 BK1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1321_STAMPING: 6V33 1970
 BK1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1321+STABILITY: SURFACE MOTION
 BK1321
 BK1321  HISTORY     - Date     Condition        Report By
 BK1321  HISTORY     - 1970     MONUMENTED       LADTD
 BK1321  HISTORY     - 20011229 MARK NOT FOUND   USPSQD
 BK1321
 BK1321                          STATION DESCRIPTION
 BK1321
 BK1321'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1321'12.85 MI SE FROM DERIDDER.
 BK1321'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1321'DERIDDER, THENCE 9.00 MILES EAST ALONG STATE ROUTE 26, 47 FEET SOUTH
 BK1321'OF THE CENTERLINE OF LA. 26, 1.0 FEET NORTH OF A COMBINATION MESH AND
 BK1321'BARBED WIRE FENCE, 165 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BK1321'PRESTRESSED CONCRETE BRIDGE, 18 FEET SOUTHEAST OF A POWER POLE, 1.4
 BK1321'FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT 0.8 FEET BELOW LEVEL OF
 BK1321'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1321'SECTION 19, T 3S, R 7W
 BK1321
 BK1321                          STATION RECOVERY (2001)
 BK1321
 BK1321'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1322 ***********************************************************************
 BK1322  DESIGNATION -  6 V 34 LADTD
 BK1322  PID         -  BK1322
 BK1322  STATE/COUNTY-  LA/BEAUREGARD
 BK1322  USGS QUAD   -  SUGARTOWN (1975)
 BK1322
 BK1322                         *CURRENT SURVEY CONTROL
 BK1322  ___________________________________________________________________
 BK1322* NAD 83(1986)-  30 48 16.     (N)    093 06 51.     (W)     SCALED    
 BK1322* NAVD 88     -        41.43   (+/-2cm)     135.9    (feet)  VERTCON   
 BK1322  ___________________________________________________________________
 BK1322  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK1322
 BK1322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1322
 BK1322.The horizontal coordinates were scaled from a topographic map and have
 BK1322.an estimated accuracy of +/- 6 seconds.
 BK1322
 BK1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1322.The vertical order pertains to the NGVD 29 superseded value.
 BK1322
 BK1322.The geoid height was determined by GEOID03.
 BK1322
 BK1322;                    North         East    Units  Estimated Accuracy
 BK1322;SPC LA S     -   256,770.      829,580.      MT  (+/- 180 meters Scaled)
 BK1322
 BK1322                          SUPERSEDED SURVEY CONTROL
 BK1322
 BK1322  NGVD 29 (??/??/??)   41.516  (m)          136.21   (f) ADJUSTED    2 0
 BK1322
 BK1322.Superseded values are not recommended for survey control.
 BK1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1322.See file dsdata.txt to determine how the superseded data were derived.
 BK1322
 BK1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ890079(NAD 83)
 BK1322_MARKER: DD = SURVEY DISK
 BK1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1322_STAMPING: 6V34 1970
 BK1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1322+STABILITY: SURFACE MOTION
 BK1322
 BK1322  HISTORY     - Date     Condition        Report By
 BK1322  HISTORY     - 1970     MONUMENTED       LADTD
 BK1322  HISTORY     - 1982     GOOD             LADTD
 BK1322  HISTORY     - 20011222 GOOD             USPSQD
 BK1322
 BK1322                          STATION DESCRIPTION
 BK1322
 BK1322'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1322'11.85 MI SE FROM DERIDDER.
 BK1322'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1322'DERIDDER, THENCE 8.00 MILES EAST ALONG STATE ROUTE 26, 59 FEET SOUTH
 BK1322'OF THE CENTERLINE OF LA. 26, 77 FEET EAST OF THE CENTERLINE OF LA.
 BK1322'1147, 67 FEET SOUTHWEST OF A POWER POLE, 50 FEET NORTH OF THE NORTH
 BK1322'CORNER OF A BARN, 146 FEET SOUTHWEST OF THE CENTER OF A PRECAST
 BK1322'CONCRETE BRIDGE, 1.7 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT
 BK1322'LEVEL WITH HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BK1322'INCHES.  SECTION 17, T 3S, R 7W.
 BK1322
 BK1322                          STATION RECOVERY (1982)
 BK1322
 BK1322'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1322'RECOVERED IN GOOD CONDITION.
 BK1322
 BK1322                          STATION RECOVERY (2001)
 BK1322
 BK1322'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1324 ***********************************************************************
 BK1324  DESIGNATION -  6 V 36 LADTD
 BK1324  PID         -  BK1324
 BK1324  STATE/COUNTY-  LA/BEAUREGARD
 BK1324  USGS QUAD   -  BONESET CREEK (1994)
 BK1324
 BK1324                         *CURRENT SURVEY CONTROL
 BK1324  ___________________________________________________________________
 BK1324* NAD 83(1986)-  30 48 09.     (N)    093 08 55.     (W)     SCALED    
 BK1324* NAVD 88     -        46.11   (+/-2cm)     151.3    (feet)  VERTCON   
 BK1324  ___________________________________________________________________
 BK1324  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK1324
 BK1324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1324
 BK1324.The horizontal coordinates were scaled from a topographic map and have
 BK1324.an estimated accuracy of +/- 6 seconds.
 BK1324
 BK1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1324.The vertical order pertains to the NGVD 29 superseded value.
 BK1324
 BK1324.The geoid height was determined by GEOID03.
 BK1324
 BK1324;                    North         East    Units  Estimated Accuracy
 BK1324;SPC LA S     -   256,600.      826,280.      MT  (+/- 180 meters Scaled)
 BK1324
 BK1324                          SUPERSEDED SURVEY CONTROL
 BK1324
 BK1324  NGVD 29 (??/??/??)   46.210  (m)          151.61   (f) ADJUSTED    2 0
 BK1324
 BK1324.Superseded values are not recommended for survey control.
 BK1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1324.See file dsdata.txt to determine how the superseded data were derived.
 BK1324
 BK1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ857077(NAD 83)
 BK1324_MARKER: DD = SURVEY DISK
 BK1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1324_STAMPING: 6V36 1970
 BK1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1324+STABILITY: SURFACE MOTION
 BK1324
 BK1324  HISTORY     - Date     Condition        Report By
 BK1324  HISTORY     - 1970     MONUMENTED       LADTD
 BK1324
 BK1324                          STATION DESCRIPTION
 BK1324
 BK1324'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1324'9.80 MI SE FROM DERIDDER.
 BK1324'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1324'DERIDDER, THENCE 5.95 MILES EAST ALONG LA. 26, 50 FEET SOUTH OF THE
 BK1324'CENTERLINE OF LA. 26, 22 FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD
 BK1324'LEADING SOUTH, 1.0 FOOT WEST OF A COMBINATION MESH AND BARBED WIRE
 BK1324'FENCE CORNER, 87 FEET SOUTHWEST OF A POWER POLE BEARING A GUY WIRE,
 BK1324'1.3 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET
 BK1324'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. SECTION 13, T 3S, R
 BK1324'8W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2147 ***********************************************************************
 BK2147  DESIGNATION -  6 V 36 LADTD RESET 1982
 BK2147  PID         -  BK2147
 BK2147  STATE/COUNTY-  LA/BEAUREGARD
 BK2147  USGS QUAD   -  BONESET CREEK (1994)
 BK2147
 BK2147                         *CURRENT SURVEY CONTROL
 BK2147  ___________________________________________________________________
 BK2147* NAD 83(1986)-  30 48 09.     (N)    093 08 55.     (W)     SCALED    
 BK2147* NAVD 88     -        45.92   (+/-2cm)     150.7    (feet)  VERTCON   
 BK2147  ___________________________________________________________________
 BK2147  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK2147
 BK2147  VERT ORDER  -  THIRD (See Below)
 BK2147
 BK2147.The horizontal coordinates were scaled from a topographic map and have
 BK2147.an estimated accuracy of +/- 6 seconds.
 BK2147
 BK2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2147.The vertical order pertains to the NGVD 29 superseded value.
 BK2147
 BK2147.The geoid height was determined by GEOID03.
 BK2147
 BK2147;                    North         East    Units  Estimated Accuracy
 BK2147;SPC LA S     -   256,600.      826,280.      MT  (+/- 180 meters Scaled)
 BK2147
 BK2147                          SUPERSEDED SURVEY CONTROL
 BK2147
 BK2147  NGVD 29 (??/??/??)   46.02   (m)          151.0    (f) RESET       3  
 BK2147
 BK2147.Superseded values are not recommended for survey control.
 BK2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2147.See file dsdata.txt to determine how the superseded data were derived.
 BK2147
 BK2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ857077(NAD 83)
 BK2147_MARKER: DD = SURVEY DISK
 BK2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2147_STAMPING: 6V36 LADTD RESET 1982
 BK2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2147+STABILITY: SURFACE MOTION
 BK2147
 BK2147  HISTORY     - Date     Condition        Report By
 BK2147  HISTORY     - 1982     MONUMENTED       LADTD
 BK2147  HISTORY     - 20011222 GOOD             USPSQD
 BK2147
 BK2147                          STATION DESCRIPTION
 BK2147
 BK2147'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2147'9.80 MI SE FROM DERIDDER.
 BK2147'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK2147'DERIDDER, THENCE 5.95 MILES EAST ALONG LA. 26, IT IS LOCATED 60.5 FT
 BK2147'SOUTH OF THE CENTERLINE OF LA. 24 FT NORTH EAST OF A 20 IN PINE TREE
 BK2147'162 FT WEST OF A TELEPHONE POLE WITH CABLE ATTCHED. A RAILROAD SPIKE
 BK2147'PLACED IN THE CONCRETE MONUMENT 30 CM IN DIAMETER.
 BK2147
 BK2147                          STATION RECOVERY (2001)
 BK2147
 BK2147'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2147'ONE FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1325 ***********************************************************************
 BK1325  DESIGNATION -  6 V 37 LADTD
 BK1325  PID         -  BK1325
 BK1325  STATE/COUNTY-  LA/BEAUREGARD
 BK1325  USGS QUAD   -  BONESET CREEK (1994)
 BK1325
 BK1325                         *CURRENT SURVEY CONTROL
 BK1325  ___________________________________________________________________
 BK1325* NAD 83(1986)-  30 48 12.     (N)    093 10 02.     (W)     SCALED    
 BK1325* NAVD 88     -        45.36   (+/-2cm)     148.8    (feet)  VERTCON   
 BK1325  ___________________________________________________________________
 BK1325  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1325
 BK1325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1325
 BK1325.The horizontal coordinates were scaled from a topographic map and have
 BK1325.an estimated accuracy of +/- 6 seconds.
 BK1325
 BK1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1325.The vertical order pertains to the NGVD 29 superseded value.
 BK1325
 BK1325.The geoid height was determined by GEOID03.
 BK1325
 BK1325;                    North         East    Units  Estimated Accuracy
 BK1325;SPC LA S     -   256,720.      824,500.      MT  (+/- 180 meters Scaled)
 BK1325
 BK1325                          SUPERSEDED SURVEY CONTROL
 BK1325
 BK1325  NGVD 29 (??/??/??)   45.468  (m)          149.17   (f) ADJUSTED    2 0
 BK1325
 BK1325.Superseded values are not recommended for survey control.
 BK1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1325.See file dsdata.txt to determine how the superseded data were derived.
 BK1325
 BK1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ840078(NAD 83)
 BK1325_MARKER: DD = SURVEY DISK
 BK1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1325_STAMPING: 6V37 1970
 BK1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1325+STABILITY: SURFACE MOTION
 BK1325
 BK1325  HISTORY     - Date     Condition        Report By
 BK1325  HISTORY     - 1970     MONUMENTED       LADTD
 BK1325  HISTORY     - 1982     GOOD             LADTD
 BK1325  HISTORY     - 20011222 GOOD             USPSQD
 BK1325
 BK1325                          STATION DESCRIPTION
 BK1325
 BK1325'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1325'8.65 MI SE FROM DERIDDER.
 BK1325'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1325'DERIDDER, THENCE 4.8 MILES EAST ALONG STATE ROUTE 26, 82 FEET NORTH OF
 BK1325'THE CENTERLINE OF LA. 26, 16 FEET NORTHWEST OF A 12 INCH OAK TREE, 40
 BK1325'FEET SOUTHEAST OF A 12 INCH OAK TREE, 0.5 FEET EAST OF A COMBINATION
 BK1325'MESH AND BARBED WIRE FENCE, 188 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BK1325'OF A BRICK HOME BELONGING TO A MR. DEWEY O. SMITH, JR., 1.6 FEET NORTH
 BK1325'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP
 BK1325'OF A CONCRETE POST PROJECTING 2 INCHES. SECTION 14, T 3S, R 8W.
 BK1325
 BK1325                          STATION RECOVERY (1982)
 BK1325
 BK1325'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1325'RECOVERED IN GOOD CONDITION.
 BK1325
 BK1325                          STATION RECOVERY (2001)
 BK1325
 BK1325'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1326 ***********************************************************************
 BK1326  DESIGNATION -  6 V 38 LADTD
 BK1326  PID         -  BK1326
 BK1326  STATE/COUNTY-  LA/BEAUREGARD
 BK1326  USGS QUAD   -  BONESET CREEK (1994)
 BK1326
 BK1326                         *CURRENT SURVEY CONTROL
 BK1326  ___________________________________________________________________
 BK1326* NAD 83(1986)-  30 48 32.     (N)    093 11 02.     (W)     SCALED    
 BK1326* NAVD 88     -        42.36   (+/-2cm)     139.0    (feet)  VERTCON   
 BK1326  ___________________________________________________________________
 BK1326  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1326
 BK1326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1326
 BK1326.The horizontal coordinates were scaled from a topographic map and have
 BK1326.an estimated accuracy of +/- 6 seconds.
 BK1326
 BK1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1326.The vertical order pertains to the NGVD 29 superseded value.
 BK1326
 BK1326.The geoid height was determined by GEOID03.
 BK1326
 BK1326;                    North         East    Units  Estimated Accuracy
 BK1326;SPC LA S     -   257,370.      822,920.      MT  (+/- 180 meters Scaled)
 BK1326
 BK1326                          SUPERSEDED SURVEY CONTROL
 BK1326
 BK1326  NGVD 29 (??/??/??)   42.479  (m)          139.37   (f) ADJUSTED    2 0
 BK1326
 BK1326.Superseded values are not recommended for survey control.
 BK1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1326.See file dsdata.txt to determine how the superseded data were derived.
 BK1326
 BK1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ824084(NAD 83)
 BK1326_MARKER: DD = SURVEY DISK
 BK1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1326_STAMPING: 6V38 1970
 BK1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1326+STABILITY: SURFACE MOTION
 BK1326
 BK1326  HISTORY     - Date     Condition        Report By
 BK1326  HISTORY     - 1970     MONUMENTED       LADTD
 BK1326  HISTORY     - 1982     GOOD             LADTD
 BK1326  HISTORY     - 20011222 GOOD             USPSQD
 BK1326
 BK1326                          STATION DESCRIPTION
 BK1326
 BK1326'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1326'7.55 MI SE FROM DERIDDER.
 BK1326'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1326'DERIDDER, THENCE 3.7 MILES EAST ALONG STATE ROUTE 26, 85 FEET NORTH OF
 BK1326'THE CENTERLINE OF LA. 26, 32 FEET WEST OF A PRIVATE DRIVE LEADING
 BK1326'NORTH TO A FARM HOUSE, 18 FEET SOUTH OF A 18 INCH RED OAK TREE, 0.5
 BK1326'FEET WEST OF A 3 STRAND BARBED WIRE, 1.2 FEET NORTH OF A STEEL WITNESS
 BK1326'POST, ABOUT LEVEL WITH HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 BK1326'PROJECTING 4 INCHES.  SECTION 16, T 3S, R 8W.
 BK1326
 BK1326                          STATION RECOVERY (1982)
 BK1326
 BK1326'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1326'RECOVERED IN GOOD CONDITION.
 BK1326
 BK1326                          STATION RECOVERY (2001)
 BK1326
 BK1326'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1327 ***********************************************************************
 BK1327  DESIGNATION -  6 V 39 LADTD
 BK1327  PID         -  BK1327
 BK1327  STATE/COUNTY-  LA/BEAUREGARD
 BK1327  USGS QUAD   -  BONESET CREEK (1994)
 BK1327
 BK1327                         *CURRENT SURVEY CONTROL
 BK1327  ___________________________________________________________________
 BK1327* NAD 83(1986)-  30 48 43.     (N)    093 11 55.     (W)     SCALED    
 BK1327* NAVD 88     -        46.50   (+/-2cm)     152.6    (feet)  VERTCON   
 BK1327  ___________________________________________________________________
 BK1327  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1327
 BK1327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1327
 BK1327.The horizontal coordinates were scaled from a topographic map and have
 BK1327.an estimated accuracy of +/- 6 seconds.
 BK1327
 BK1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1327.The vertical order pertains to the NGVD 29 superseded value.
 BK1327
 BK1327.The geoid height was determined by GEOID03.
 BK1327
 BK1327;                    North         East    Units  Estimated Accuracy
 BK1327;SPC LA S     -   257,730.      821,510.      MT  (+/- 180 meters Scaled)
 BK1327
 BK1327                          SUPERSEDED SURVEY CONTROL
 BK1327
 BK1327  NGVD 29 (??/??/??)   46.626  (m)          152.97   (f) ADJUSTED    2 0
 BK1327
 BK1327.Superseded values are not recommended for survey control.
 BK1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1327.See file dsdata.txt to determine how the superseded data were derived.
 BK1327
 BK1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ810087(NAD 83)
 BK1327_MARKER: DD = SURVEY DISK
 BK1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1327_STAMPING: 6V39 1970
 BK1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1327+STABILITY: SURFACE MOTION
 BK1327
 BK1327  HISTORY     - Date     Condition        Report By
 BK1327  HISTORY     - 1970     MONUMENTED       LADTD
 BK1327  HISTORY     - 1982     GOOD             LADTD
 BK1327
 BK1327                          STATION DESCRIPTION
 BK1327
 BK1327'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1327'6.60 MI SE FROM DERIDDER.
 BK1327'ABOUT 3.85 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1327'DERIDDER, THENCE 2.75 MILES EAST ALONG STATE ROUTE 26, 81 FEET NORTH
 BK1327'OF THE CENTERLINE OF LA. 26, 146 FEET NORTHEAST OF A TELEPHONE POLE, 1
 BK1327'FOOT EAST OF A COMBINATION MESH AND BARBED WIRE FENCE, 1 FOOT WEST OF
 BK1327'A STEEL WITNESS POST, ABOUT 2 FEET ABOVE ROADWAY, SET IN THE TOP OF A
 BK1327'CONCRETE POST PROJECTING 6 INCHES.  SECTION 9, T 3S, R 8W.
 BK1327
 BK1327                          STATION RECOVERY (1982)
 BK1327
 BK1327'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1329 ***********************************************************************
 BK1329  DESIGNATION -  6 V 41 LADTD
 BK1329  PID         -  BK1329
 BK1329  STATE/COUNTY-  LA/BEAUREGARD
 BK1329  USGS QUAD   -  BONESET CREEK (1994)
 BK1329
 BK1329                         *CURRENT SURVEY CONTROL
 BK1329  ___________________________________________________________________
 BK1329* NAD 83(1986)-  30 49 07.     (N)    093 13 48.     (W)     SCALED    
 BK1329* NAVD 88     -        42.78   (+/-2cm)     140.4    (feet)  VERTCON   
 BK1329  ___________________________________________________________________
 BK1329  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1329
 BK1329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1329
 BK1329.The horizontal coordinates were scaled from a topographic map and have
 BK1329.an estimated accuracy of +/- 6 seconds.
 BK1329
 BK1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1329.The vertical order pertains to the NGVD 29 superseded value.
 BK1329
 BK1329.The geoid height was determined by GEOID03.
 BK1329
 BK1329;                    North         East    Units  Estimated Accuracy
 BK1329;SPC LA S     -   258,520.      818,520.      MT  (+/- 180 meters Scaled)
 BK1329
 BK1329                          SUPERSEDED SURVEY CONTROL
 BK1329
 BK1329  NGVD 29 (??/??/??)   42.917  (m)          140.80   (f) ADJUSTED    2 0
 BK1329
 BK1329.Superseded values are not recommended for survey control.
 BK1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1329.See file dsdata.txt to determine how the superseded data were derived.
 BK1329
 BK1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ780095(NAD 83)
 BK1329_MARKER: DD = SURVEY DISK
 BK1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1329_SP_SET: BRIDGE
 BK1329_STAMPING: 6V41 1970
 BK1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1329
 BK1329  HISTORY     - Date     Condition        Report By
 BK1329  HISTORY     - 1970     MONUMENTED       LADTD
 BK1329  HISTORY     - 20011222 GOOD             USPSQD
 BK1329
 BK1329                          STATION DESCRIPTION
 BK1329
 BK1329'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1329'4.70 MI SE FROM DERIDDER.
 BK1329'ABOUT 3.85 MILES SOUTHEAST ALONG STATE ROUTE US 171 FROM THE
 BK1329'COURTHOUSE AT DERIDDER, THENCE 0.85 MILES EAST ALONG STATE ROUTE 26,
 BK1329'13 FEET NORTH OF THE CENTERLINE OF LA. 26, IN THE SIDEWALK OF THE
 BK1329'NORTHEAST CORNER OF A CONCRETE BRIDGE CROSSING BUNDICKS CREEK, 1 FOOT
 BK1329'SOUTH OF A CONCRETE HANDRAIL, 4.5 FEET SOUTHWEST OF A STEEL WITNESS
 BK1329'POST, DRILLED IN SIDEWALK.  SECTION 7, T 3S, R 8W.
 BK1329
 BK1329                          STATION RECOVERY (2001)
 BK1329
 BK1329'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1329'WITNESS POST NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1331 ***********************************************************************
 BK1331  DESIGNATION -  6 V 42
 BK1331  PID         -  BK1331
 BK1331  STATE/COUNTY-  LA/BEAUREGARD
 BK1331  USGS QUAD   -  DERIDDER (1994)
 BK1331
 BK1331                         *CURRENT SURVEY CONTROL
 BK1331  ___________________________________________________________________
 BK1331* NAD 83(1986)-  30 50 19.     (N)    093 15 05.     (W)     SCALED    
 BK1331* NAVD 88     -        55.774  (meters)     182.99   (feet)  ADJUSTED  
 BK1331  ___________________________________________________________________
 BK1331  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK1331  DYNAMIC HT  -          55.704 (meters)     182.76  (feet)  COMP
 BK1331  MODELED GRAV-     979,372.8   (mgal)                       NAVD 88
 BK1331
 BK1331  VERT ORDER  -  SECOND    CLASS 0
 BK1331
 BK1331.The horizontal coordinates were scaled from a topographic map and have
 BK1331.an estimated accuracy of +/- 6 seconds.
 BK1331
 BK1331.The orthometric height was determined by differential leveling
 BK1331.and adjusted by the National Geodetic Survey in February 1994..
 BK1331
 BK1331.The geoid height was determined by GEOID03.
 BK1331
 BK1331.The dynamic height is computed by dividing the NAVD 88
 BK1331.geopotential number by the normal gravity value computed on the
 BK1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1331.degrees latitude (g = 980.6199 gals.).
 BK1331
 BK1331.The modeled gravity was interpolated from observed gravity values.
 BK1331
 BK1331;                    North         East    Units  Estimated Accuracy
 BK1331;SPC LA S     -   260,770.      816,510.      MT  (+/- 180 meters Scaled)
 BK1331
 BK1331                          SUPERSEDED SURVEY CONTROL
 BK1331
 BK1331  NGVD 29 (??/??/??)   55.903  (m)          183.41   (f) ADJUSTED    2 0
 BK1331
 BK1331.Superseded values are not recommended for survey control.
 BK1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1331.See file dsdata.txt to determine how the superseded data were derived.
 BK1331
 BK1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ759117(NAD 83)
 BK1331_MARKER: DD = SURVEY DISK
 BK1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1331_SP_SET: CONCRETE POST
 BK1331_STAMPING: 6V42 1970
 BK1331_MARK LOGO: LADH  
 BK1331_PROJECTION: FLUSH
 BK1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1331+STABILITY: SURFACE MOTION
 BK1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1331+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1988
 BK1331
 BK1331  HISTORY     - Date     Condition        Report By
 BK1331  HISTORY     - 1970     MONUMENTED       LADTD
 BK1331  HISTORY     - 1978     GOOD             LADTD
 BK1331  HISTORY     - 1984     GOOD             LADTD
 BK1331  HISTORY     - 19880315 GOOD             LADTD
 BK1331
 BK1331                          STATION DESCRIPTION
 BK1331
 BK1331'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1331'2.65 MI SE FROM DERIDDER.
 BK1331'ABOUT 2.65 MILES SOUTHEAST ALONG STATE ROUTE US 171 FROM THE
 BK1331'COURTHOUSE AT DERIDDER, 112 FEET SOUTHWEST OF THE CENTERLINE OF US
 BK1331'171, 121 FEET NORTH OF THE NORTHEAST CORNER OF A BRICK CHURCH OF
 BK1331'CHRIST BUILDING, 6 FEET SOUTHEAST OF A 24 INCH PINE TREE, 91 FEET
 BK1331'NORTHWEST OF A POWER POLE BEARING A STREET LIGHT, ABOUT 2 FEET ABOVE
 BK1331'HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK1331'SECTION 2, T 2S, R 9W.
 BK1331
 BK1331                          STATION RECOVERY (1978)
 BK1331
 BK1331'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BK1331'MARK IS LOCATED ABOUT 2.65 MILES SOUTHEAST ALONG STATE ROUTE U.S. 171
 BK1331'AND 190 FROM THE COURTHOUSE AT DERIDDER, 112 FT. SOUTHWEST OF THE
 BK1331'CENTERLINE OF U.S. 171 AND 190, 121 FT. NORTH OF THE NORTHEAST CORNER
 BK1331'OF A BRICK CHURCH OF CHRIST BUILDING, 6 FT. SOUTHEAST OF A 24 INCH
 BK1331'PINE TREE, 91 FT. NORTHWEST OF A POWER POLE BEARING A STREET LIGHT,
 BK1331'ABOUT 2 FT ABOVE THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH
 BK1331'WITH THE GROUND.
 BK1331
 BK1331                          STATION RECOVERY (1984)
 BK1331
 BK1331'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1331'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  4.1 KM
 BK1331'(2.6 MILES) EAST ALONG U.S. HIGHWAY 171 FROM THE COURTHOUSE IN DE
 BK1331'RIDDER TO THE MARK ON THE RIGHT IN SECTION 2, T 2 S, R 9 W, 34.1
 BK1331'METERS (112 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 36.9
 BK1331'METERS (121 FEET) NORTH OF THE NORTHEAST CORNER OF A BRICK CHURCH OF
 BK1331'CHRIST BUILDING, 27.7 METERS (91 FEET) NORTHWEST OF A POWER POLE WITH
 BK1331'A STREET LIGHT.
 BK1331'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BK1331
 BK1331                          STATION RECOVERY (1988)
 BK1331
 BK1331'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BK1331'DUE TO HIGHWAY CONSTRUCTION THIS MARK IS TO BE DESTROYED.  AT THIS
 BK1331'TIME A NEW MARK STAMPED---6V42 RESET 1988---WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3376 ***********************************************************************
 BK3376  DESIGNATION -  6 V 42 RESET
 BK3376  PID         -  BK3376
 BK3376  STATE/COUNTY-  LA/BEAUREGARD
 BK3376  USGS QUAD   -  DERIDDER (1994)
 BK3376
 BK3376                         *CURRENT SURVEY CONTROL
 BK3376  ___________________________________________________________________
 BK3376* NAD 83(1986)-  30 50 19.     (N)    093 15 06.     (W)     SCALED    
 BK3376* NAVD 88     -        55.53   (meters)     182.2    (feet)  RESET     
 BK3376  ___________________________________________________________________
 BK3376  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK3376
 BK3376  VERT ORDER  -  THIRD
 BK3376
 BK3376.The horizontal coordinates were scaled from a topographic map and have
 BK3376.an estimated accuracy of +/- 6 seconds.
 BK3376
 BK3376.The orthometric height was computed from unverified reset data.
 BK3376.No vertical observational check was made to the station.
 BK3376
 BK3376.The geoid height was determined by GEOID03.
 BK3376
 BK3376;                    North         East    Units  Estimated Accuracy
 BK3376;SPC LA S     -   260,770.      816,490.      MT  (+/- 180 meters Scaled)
 BK3376
 BK3376                          SUPERSEDED SURVEY CONTROL
 BK3376
 BK3376  NGVD 29 (09/18/05)   55.66   (m)          182.6    (f) RESET       3  
 BK3376
 BK3376.Superseded values are not recommended for survey control.
 BK3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3376.See file dsdata.txt to determine how the superseded data were derived.
 BK3376
 BK3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ759117(NAD 83)
 BK3376_MARKER: DD = SURVEY DISK
 BK3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3376_SP_SET: CONCRETE POST
 BK3376_STAMPING: 6V42 RESET 1988
 BK3376_MARK LOGO: LADH  
 BK3376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3376+STABILITY: SURFACE MOTION
 BK3376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3376+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BK3376
 BK3376  HISTORY     - Date     Condition        Report By
 BK3376  HISTORY     - 1988     MONUMENTED       LADTD
 BK3376  HISTORY     - 20011222 GOOD             USPSQD
 BK3376
 BK3376                          STATION DESCRIPTION
 BK3376
 BK3376'DESCRIBED BY LA TRANSP AND DEV 1988
 BK3376'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) SOUTHEAST OF DERIDDER.
 BK3376'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3376'TO REACH THE STATION FROM THE COURTHOUSE IN DERIDDER GO SOUTHEAST FOR
 BK3376'4.3 KM (2.65 MI) ON U.S. HIGHWAYS 171 AND 190 TO THE MARK ON THE RIGHT
 BK3376'SET IN FRONT OF THE CHURCH OF CHRIST CHURCH.
 BK3376'THE STATION IS 31.4 M (103.0 FT) EAST-NORTHEAST FROM THE NORTH END OF
 BK3376'A METAL CULVERT UNDER THE CHURCH DRIVEWAY, 24.1 M (79.1 FT) WEST FROM
 BK3376'THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY, 8.1 M (26.6 FT)
 BK3376'NORTH FROM THE CENTER OF A DRIVE LEADING INTO THE CHURCH AND 1.83 M
 BK3376'(6.0 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BK3376
 BK3376                          STATION RECOVERY (2001)
 BK3376
 BK3376'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3376'THE NAME OF THE CHURCH IS NOW CALLED BIBLE MISSIONARY CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1332 ***********************************************************************
 BK1332  DESIGNATION -  6 V 43
 BK1332  PID         -  BK1332
 BK1332  STATE/COUNTY-  LA/BEAUREGARD
 BK1332  USGS QUAD   -  DERIDDER (1994)
 BK1332
 BK1332                         *CURRENT SURVEY CONTROL
 BK1332  ___________________________________________________________________
 BK1332* NAD 83(1986)-  30 50 52.     (N)    093 15 52.     (W)     SCALED    
 BK1332* NAVD 88     -        60.568  (meters)     198.71   (feet)  ADJUSTED  
 BK1332  ___________________________________________________________________
 BK1332  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK1332  DYNAMIC HT  -          60.491 (meters)     198.46  (feet)  COMP
 BK1332  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 BK1332
 BK1332  VERT ORDER  -  SECOND    CLASS 0
 BK1332
 BK1332.The horizontal coordinates were scaled from a topographic map and have
 BK1332.an estimated accuracy of +/- 6 seconds.
 BK1332
 BK1332.The orthometric height was determined by differential leveling
 BK1332.and adjusted by the National Geodetic Survey in February 1994..
 BK1332
 BK1332.The geoid height was determined by GEOID03.
 BK1332
 BK1332.The dynamic height is computed by dividing the NAVD 88
 BK1332.geopotential number by the normal gravity value computed on the
 BK1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1332.degrees latitude (g = 980.6199 gals.).
 BK1332
 BK1332.The modeled gravity was interpolated from observed gravity values.
 BK1332
 BK1332;                    North         East    Units  Estimated Accuracy
 BK1332;SPC LA S     -   261,800.      815,280.      MT  (+/- 180 meters Scaled)
 BK1332
 BK1332                          SUPERSEDED SURVEY CONTROL
 BK1332
 BK1332  NGVD 29 (??/??/??)   60.707  (m)          199.17   (f) ADJUSTED    2 0
 BK1332
 BK1332.Superseded values are not recommended for survey control.
 BK1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1332.See file dsdata.txt to determine how the superseded data were derived.
 BK1332
 BK1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ747127(NAD 83)
 BK1332_MARKER: DD = SURVEY DISK
 BK1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1332_SP_SET: CONCRETE POST
 BK1332_STAMPING: 6V43 1970
 BK1332_MARK LOGO: LADH  
 BK1332_PROJECTION: PROJECTING 15 CENTIMETERS
 BK1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1332+STABILITY: SURFACE MOTION
 BK1332
 BK1332  HISTORY     - Date     Condition        Report By
 BK1332  HISTORY     - 1970     MONUMENTED       LADTD
 BK1332  HISTORY     - 1978     GOOD             LADTD
 BK1332  HISTORY     - 1984     GOOD             LADTD
 BK1332  HISTORY     - 20011222 GOOD             USPSQD
 BK1332
 BK1332                          STATION DESCRIPTION
 BK1332
 BK1332'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1332'1.60 MI E FROM DERIDDER.
 BK1332'ABOUT 1.6 MILES EAST ALONG STATE ROUTE US 171 FROM THE COURTHOUSE AT
 BK1332'DERIDDER, 8 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE KOEHAS
 BK1332'REPAIR SHOP, 70 FEET NORTH OF THE CENTERLINE OF US 171, 15 FEET NORTH
 BK1332'OF A STEEL SIGN, 1 FOOT EAST OF A CHAIN LINK FENCE, 1.2 FEET SOUTHEAST
 BK1332'OF A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, SET IN THE TOP OF A
 BK1332'CONCRETE POST PROJECTING 6 INCHES.  SECTION 35, T2S, R9W.
 BK1332
 BK1332                          STATION RECOVERY (1978)
 BK1332
 BK1332'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BK1332'MARK IS LOCATED ABOUT 1.6 MILES SOUTHEAST ALONG STATE ROUTE U.S. 171
 BK1332'AND 190 FROM THE COURTHOUSE AT DERIDDER, 21.9 FT. SOUTHWEST OF THE
 BK1332'SOUTHWEST CORNER OF THE KOEHNS REPAIR SHOP, 70 FT. NORTH OF THE
 BK1332'CENTERLINE OF U.S. 171 AND 190, 15 FEET NORTH OF A STEEL SIGN POST, 1
 BK1332'FT. EAST OF A CHAIN LINK FENCE, 1.2 FT. SOUTHEAST OF A STEEL WITNESS
 BK1332'POST, ABOUT LEVEL WITH HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 BK1332'PROJECTING 6 INCHES ABOVE GROUND.
 BK1332
 BK1332                          STATION RECOVERY (1984)
 BK1332
 BK1332'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1332'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  2.5 KM
 BK1332'(1.6 MILES) EAST ALONG U.S. HIGHWAY 171 FROM THE COURTHOUSE IN DE
 BK1332'RIDDER TO THE MARK ON THE LEFT IN SECTION 35, T 2 S, R 9 W, 21.3
 BK1332'METERS (70 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.6 METERS
 BK1332'(15 FEET) NORTH OF A STEEL SIGN, 0.3 METER (1 FOOT) EAST OF A CHAIN
 BK1332'LINK FENCE, 14.2 METERS (46.5 FEET) WEST SOUTHWEST OF THE SOUTH- WEST
 BK1332'CORNER OF A METAL AND BRICK BUILDING.
 BK1332'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BK1332'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1332
 BK1332                          STATION RECOVERY (2001)
 BK1332
 BK1332'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1333 ***********************************************************************
 BK1333  DESIGNATION -  6 V 44
 BK1333  PID         -  BK1333
 BK1333  STATE/COUNTY-  LA/BEAUREGARD
 BK1333  USGS QUAD   -  DERIDDER (1994)
 BK1333
 BK1333                         *CURRENT SURVEY CONTROL
 BK1333  ___________________________________________________________________
 BK1333* NAD 83(1986)-  30 50 50.     (N)    093 16 24.     (W)     SCALED    
 BK1333* NAVD 88     -        53.497  (meters)     175.51   (feet)  ADJUSTED  
 BK1333  ___________________________________________________________________
 BK1333  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1333  DYNAMIC HT  -          53.429 (meters)     175.29  (feet)  COMP
 BK1333  MODELED GRAV-     979,373.4   (mgal)                       NAVD 88
 BK1333
 BK1333  VERT ORDER  -  SECOND    CLASS 0
 BK1333
 BK1333.The horizontal coordinates were scaled from a topographic map and have
 BK1333.an estimated accuracy of +/- 6 seconds.
 BK1333
 BK1333.The orthometric height was determined by differential leveling
 BK1333.and adjusted by the National Geodetic Survey in February 1994..
 BK1333
 BK1333.The geoid height was determined by GEOID03.
 BK1333
 BK1333.The dynamic height is computed by dividing the NAVD 88
 BK1333.geopotential number by the normal gravity value computed on the
 BK1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1333.degrees latitude (g = 980.6199 gals.).
 BK1333
 BK1333.The modeled gravity was interpolated from observed gravity values.
 BK1333
 BK1333;                    North         East    Units  Estimated Accuracy
 BK1333;SPC LA S     -   261,760.      814,430.      MT  (+/- 180 meters Scaled)
 BK1333
 BK1333                          SUPERSEDED SURVEY CONTROL
 BK1333
 BK1333  NGVD 29 (??/??/??)   53.631  (m)          175.95   (f) ADJUSTED    2 0
 BK1333
 BK1333.Superseded values are not recommended for survey control.
 BK1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1333.See file dsdata.txt to determine how the superseded data were derived.
 BK1333
 BK1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ738127(NAD 83)
 BK1333_MARKER: DD = SURVEY DISK
 BK1333_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 BK1333_SP_SET: LIGHT POLE FOOTING
 BK1333_STAMPING: 6V44 1970
 BK1333_MARK LOGO: LADH  
 BK1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1333+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 BK1333
 BK1333  HISTORY     - Date     Condition        Report By
 BK1333  HISTORY     - 1970     MONUMENTED       LADTD
 BK1333  HISTORY     - 1978     GOOD             LADTD
 BK1333  HISTORY     - 1984     GOOD             LADTD
 BK1333  HISTORY     - 20011222 GOOD             USPSQD
 BK1333  HISTORY     - 20060407 GOOD             USPSQD
 BK1333
 BK1333                          STATION DESCRIPTION
 BK1333
 BK1333'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1333'1.00 MI E FROM DERIDDER.
 BK1333'ABOUT 1.0 MILE EAST ALONG THE EAST BOUND OF US 171 FROM THE COURTHOUSE
 BK1333'AT DERIDDER, LOCATED IN A LIGHT POLE FOOTING OF THE BIG STAR SHOPPING
 BK1333'CENTER, 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FIRST
 BK1333'NATIONAL BANK BRICK BUILDING, 30 FEET EAST OF THE CENTER LINE OF A
 BK1333'DRIVEWAY LEADING INTO THE CENTER, APPROXIMATELY 125 FEET NORTH OF THE
 BK1333'CENTERLINE OF US 171, 2.6 FEET SOUTHWEST OF A STEEL WITNESS POST,
 BK1333'ABOUT 2 FEET ABOVE ROADWAY, DRILLED IN LIGHT POLE FOUNDATION FOOTING.
 BK1333'SECTION 34, T 2S, R 9W.
 BK1333
 BK1333                          STATION RECOVERY (1978)
 BK1333
 BK1333'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BK1333'MARK IS LOCATED ABOUT 1.0 MILES SOUTHEAST ALONG STATE ROUTE U.S. 171
 BK1333'AND 190 FROM THE COURTHOUSE IN DERIDDER AT THE INTERSECTION OF VERNON
 BK1333'ST. AND U.S. 171 AND 190. 118 FT. NORTH FROM THE CENTERLINE OF U.S.
 BK1333'171 AND 190 NORTHBOUND LANE. 42.8 FT. NORTHWEST FROM THE NORTHWEST
 BK1333'CORNER OF THE FIRST NATIONAL BRANCH BANK. 85.4 FT. NORTHEAST FROM A
 BK1333'POWER POLE WITH LIGHT AND TRANS. 3 FT. WEST OF A WITNESS POST.
 BK1333'LOCATED IN CONCRETE BASE OF LIGHT POLE PROJECTING ABOUT 1 FT ABOVE
 BK1333'THE GROUND.
 BK1333
 BK1333                          STATION RECOVERY (1984)
 BK1333
 BK1333'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1333'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  1.5 KM
 BK1333'(1.0 MILE) EAST ALONG U.S. HIGHWAY 171 FROM THE COURTHOUSE AT DE
 BK1333'RIDDER TO THE MARK ON THE LEFT IN SECTION 34, T 2 S, R 9 W, LOCATED
 BK1333'IN A LIGHT POLE FOOTING OF THE BIG STAR SHOPPING CENTER, 13.1 METERS
 BK1333'(43 FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE FIRST NATIONAL
 BK1333'BANK BRICK BUILDING, 9.1 METERS (30 FEET) EAST OF THE CENTER- LINE OF
 BK1333'A DRIVEWAY LEADING INTO THE CENTER, APPROXIMATELY 38.1 METERS (125
 BK1333'FEET) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 171.
 BK1333'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 BK1333'THE MARK IS 0.6 M ABOVE THE ROADWAY.
 BK1333
 BK1333                          STATION RECOVERY (2001)
 BK1333
 BK1333'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1333'RECOVERED IN GOOD CONDITION.
 BK1333
 BK1333                          STATION RECOVERY (2006)
 BK1333
 BK1333'RECOVERY NOTE BY US POWER SQUADRON 2006 (CHN)
 BK1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0181 ***********************************************************************
 BJ0181  DESIGNATION -  6 WARL
 BJ0181  PID         -  BJ0181
 BJ0181  STATE/COUNTY-  LA/AVOYELLES
 BJ0181  USGS QUAD   -  SIMMESPORT (1969)
 BJ0181
 BJ0181                         *CURRENT SURVEY CONTROL
 BJ0181  ___________________________________________________________________
 BJ0181* NAD 83(1986)-  30 54 02.     (N)    091 48 26.     (W)     SCALED    
 BJ0181* NAVD 88     -        14.036  (meters)      46.05   (feet)  ADJUSTED  
 BJ0181  ___________________________________________________________________
 BJ0181  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0181  DYNAMIC HT  -          14.018 (meters)      45.99  (feet)  COMP
 BJ0181  MODELED GRAV-     979,380.7   (mgal)                       NAVD 88
 BJ0181
 BJ0181  VERT ORDER  -  FIRST     CLASS I
 BJ0181
 BJ0181.The horizontal coordinates were scaled from a topographic map and have
 BJ0181.an estimated accuracy of +/- 6 seconds.
 BJ0181
 BJ0181.The orthometric height was determined by differential leveling
 BJ0181.and adjusted by the National Geodetic Survey in February 1994..
 BJ0181
 BJ0181.The geoid height was determined by GEOID03.
 BJ0181
 BJ0181.The dynamic height is computed by dividing the NAVD 88
 BJ0181.geopotential number by the normal gravity value computed on the
 BJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0181.degrees latitude (g = 980.6199 gals.).
 BJ0181
 BJ0181.The modeled gravity was interpolated from observed gravity values.
 BJ0181
 BJ0181;                    North         East    Units  Estimated Accuracy
 BJ0181;SPC LA N     -    44,630.    1,066,240.      MT  (+/- 180 meters Scaled)
 BJ0181
 BJ0181                          SUPERSEDED SURVEY CONTROL
 BJ0181
 BJ0181  NAVD 88 (06/15/91)   14.065  (m)           46.14   (f) UNKNOWN     1 1
 BJ0181  NGVD 29 (??/??/??)   14.020  (m)           46.00   (f) ADJUSTED    1 1
 BJ0181
 BJ0181.Superseded values are not recommended for survey control.
 BJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0181.See file dsdata.txt to determine how the superseded data were derived.
 BJ0181
 BJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ139191(NAD 83)
 BJ0181_MARKER: DD = SURVEY DISK
 BJ0181_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0181_SP_SET: 51 FT IRON PIPE
 BJ0181_STAMPING: PBM 6 WARL 1976 USE
 BJ0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0181
 BJ0181  HISTORY     - Date     Condition        Report By
 BJ0181  HISTORY     - 1976     MONUMENTED       USE
 BJ0181  HISTORY     - 1976     GOOD             NGS
 BJ0181  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BJ0181
 BJ0181                          STATION DESCRIPTION
 BJ0181
 BJ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0181'5.3 MI SOUTH FROM SIMMESPORT.
 BJ0181'5.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SIMMESPORT
 BJ0181'ELEMENTARY SCHOOL, THENCE 0.1 MILE EAST ALONG PRIVATE ROAD,
 BJ0181'THENCE 0.3 MILE SOUTHWEST ALONG THE WEST LEVEE ROAD OF THE
 BJ0181'ATCHAFALAYA RIVER, AT THE JUNCTION OF LEVEE ROADS, 73 FT SOUTHWEST
 BJ0181'OF THE CENTER LINE OF THE LEVEE ROAD, 159 FT NORTHWEST OF THE CENTER
 BJ0181'LINE OF A LEVEE ROAD LEADING SOUTHWEST, 133 FT WEST OF THE WEST
 BJ0181'CORNER OF A CATTLEGUARD, 57.5 FT NORTHWEST OF A FENCE CORNER POST,
 BJ0181'6.0 FT NORTHEAST OF A FENCE, A 1-INCH IRON PIPE WITH A DISK DRIVEN
 BJ0181'TO A DEPTH OF 51 FT ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH
 BJ0181'OF 28 FT WITH A 3-INCH SCREW CAP FOR ACCESS. THE CAP PROJECTS
 BJ0181'21 INCHES ABOVE THE GROUND.
 BJ0181
 BJ0181                          STATION RECOVERY (2004)
 BJ0181
 BJ0181'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4043 ***********************************************************************
 BJ4043  DESIGNATION -  60 73
 BJ4043  PID         -  BJ4043
 BJ4043  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4043  USGS QUAD   -  ST GABRIEL (1995)
 BJ4043
 BJ4043                         *CURRENT SURVEY CONTROL
 BJ4043  ___________________________________________________________________
 BJ4043* NAD 83(1986)-  30 21 19.     (N)    091 03 05.     (W)     SCALED    
 BJ4043* NAVD 88     -         5.002  (meters)      16.41   (feet)  ADJUSTED  
 BJ4043  ___________________________________________________________________
 BJ4043  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4043  DYNAMIC HT  -           4.995 (meters)      16.39  (feet)  COMP
 BJ4043  MODELED GRAV-     979,330.6   (mgal)                       NAVD 88
 BJ4043
 BJ4043  VERT ORDER  -  SECOND    CLASS II
 BJ4043
 BJ4043.The horizontal coordinates were scaled from a topographic map and have
 BJ4043.an estimated accuracy of +/- 6 seconds.
 BJ4043
 BJ4043.The orthometric height was determined by differential leveling
 BJ4043.and adjusted by the National Geodetic Survey in February 1994..
 BJ4043
 BJ4043.The geoid height was determined by GEOID03.
 BJ4043
 BJ4043.The dynamic height is computed by dividing the NAVD 88
 BJ4043.geopotential number by the normal gravity value computed on the
 BJ4043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4043.degrees latitude (g = 980.6199 gals.).
 BJ4043
 BJ4043.The modeled gravity was interpolated from observed gravity values.
 BJ4043
 BJ4043;                    North         East    Units  Estimated Accuracy
 BJ4043;SPC LA S     -   205,680.    1,027,110.      MT  (+/- 180 meters Scaled)
 BJ4043
 BJ4043                          SUPERSEDED SURVEY CONTROL
 BJ4043
 BJ4043.No superseded survey control is available for this station.
 BJ4043
 BJ4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP872597(NAD 83)
 BJ4043_MARKER: DB = BENCH MARK DISK
 BJ4043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4043_SP_SET: CONCRETE POST
 BJ4043_STAMPING: 60-73 1973
 BJ4043_MARK LOGO: LA-033
 BJ4043_PROJECTION: FLUSH
 BJ4043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4043+STABILITY: SURFACE MOTION
 BJ4043
 BJ4043  HISTORY     - Date     Condition        Report By
 BJ4043  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4043  HISTORY     - 1987     GOOD             LA-033
 BJ4043
 BJ4043                          STATION DESCRIPTION
 BJ4043
 BJ4043'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4043'IN BATON ROUGE.
 BJ4043'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE SOUTH OF THE
 BJ4043'INTERSECTION OF OLD PERKINS ROAD (GRAVEL ROAD) AND NEW PERKINS ROAD,
 BJ4043'17.1 METERS (56 FT) SOUTHEAST OF A GRAVEL DRIVE LEADING SOUTH, 13.4
 BJ4043'METERS (44 FT) SOUTHWEST OF OLD PERKINS ROAD AND NEW PERKINS ROAD
 BJ4043'INTERSECTION, 12.2 METERS (40 FT) SOUTHWEST OF THE CENTERLINE OF
 BJ4043'PERKINS ROAD, AND 1.2 METERS (4 FT) NORTHEAST OF A HEDGE ROW.
 BJ4043'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 BJ4043'THE MARK IS 0.31 M BELOW PERKINS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1408 ***********************************************************************
 CQ1408  DESIGNATION -  60 V 1
 CQ1408  PID         -  CQ1408
 CQ1408  STATE/COUNTY-  LA/WEBSTER
 CQ1408  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1408
 CQ1408                         *CURRENT SURVEY CONTROL
 CQ1408  ___________________________________________________________________
 CQ1408* NAD 83(1986)-  32 48 58.     (N)    093 26 44.     (W)     SCALED    
 CQ1408* NAVD 88     -        73.218  (meters)     240.22   (feet)  ADJUSTED  
 CQ1408  ___________________________________________________________________
 CQ1408  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1408  DYNAMIC HT  -          73.137 (meters)     239.95  (feet)  COMP
 CQ1408  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CQ1408
 CQ1408  VERT ORDER  -  SECOND    CLASS 0
 CQ1408
 CQ1408.The horizontal coordinates were scaled from a topographic map and have
 CQ1408.an estimated accuracy of +/- 6 seconds.
 CQ1408
 CQ1408.The orthometric height was determined by differential leveling
 CQ1408.and adjusted by the National Geodetic Survey in June 1991..
 CQ1408
 CQ1408.The geoid height was determined by GEOID03.
 CQ1408
 CQ1408.The dynamic height is computed by dividing the NAVD 88
 CQ1408.geopotential number by the normal gravity value computed on the
 CQ1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1408.degrees latitude (g = 980.6199 gals.).
 CQ1408
 CQ1408.The modeled gravity was interpolated from observed gravity values.
 CQ1408
 CQ1408;                    North         East    Units  Estimated Accuracy
 CQ1408;SPC LA N     -   257,200.      911,450.      MT  (+/- 180 meters Scaled)
 CQ1408
 CQ1408                          SUPERSEDED SURVEY CONTROL
 CQ1408
 CQ1408  NGVD 29 (??/??/??)   73.281  (m)          240.42   (f) ADJUSTED    2 0
 CQ1408
 CQ1408.Superseded values are not recommended for survey control.
 CQ1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1408.See file dsdata.txt to determine how the superseded data were derived.
 CQ1408
 CQ1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS582309(NAD 83)
 CQ1408_MARKER: DD = SURVEY DISK
 CQ1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1408_STAMPING: 60V1 1968
 CQ1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1408+STABILITY: SURFACE MOTION
 CQ1408
 CQ1408  HISTORY     - Date     Condition        Report By
 CQ1408  HISTORY     - 1968     MONUMENTED       LADH
 CQ1408  HISTORY     - 1969     GOOD             LADH
 CQ1408
 CQ1408                          STATION DESCRIPTION
 CQ1408
 CQ1408'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1408'1.2 MI W FROM COTTON VALLEY.
 CQ1408'ABOUT 1.2 MILES WEST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1408'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 7 IN COTTON VALLEY.  IT IS
 CQ1408'114 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 160, 179 FEET
 CQ1408'NORTHEAST OF ABANDONED HOUSE IN FIELD, 36 FEET EAST OF CENTERLINE OF
 CQ1408'DRIVE TO ABANDONED HOUSE, 34 FEET NORTHWEST OF 16 INCH HICKORY TREE.
 CQ1408'SET IN THE TOP OF CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 CQ1408'A STEEL WITNESS POST IS SET 1 FOOT NORTHWEST OF THE MARK.  SECTION 18,
 CQ1408'T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1414 ***********************************************************************
 CQ1414  DESIGNATION -  60 V 10
 CQ1414  PID         -  CQ1414
 CQ1414  STATE/COUNTY-  LA/WEBSTER
 CQ1414  USGS QUAD   -  LETON (1981)
 CQ1414
 CQ1414                         *CURRENT SURVEY CONTROL
 CQ1414  ___________________________________________________________________
 CQ1414* NAD 83(1986)-  32 50 35.     (N)    093 21 15.     (W)     SCALED    
 CQ1414* NAVD 88     -        57.854  (meters)     189.81   (feet)  ADJUSTED  
 CQ1414  ___________________________________________________________________
 CQ1414  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1414  DYNAMIC HT  -          57.790 (meters)     189.60  (feet)  COMP
 CQ1414  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 CQ1414
 CQ1414  VERT ORDER  -  SECOND    CLASS 0
 CQ1414
 CQ1414.The horizontal coordinates were scaled from a topographic map and have
 CQ1414.an estimated accuracy of +/- 6 seconds.
 CQ1414
 CQ1414.The orthometric height was determined by differential leveling
 CQ1414.and adjusted by the National Geodetic Survey in June 1991..
 CQ1414
 CQ1414.The geoid height was determined by GEOID03.
 CQ1414
 CQ1414.The dynamic height is computed by dividing the NAVD 88
 CQ1414.geopotential number by the normal gravity value computed on the
 CQ1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1414.degrees latitude (g = 980.6199 gals.).
 CQ1414
 CQ1414.The modeled gravity was interpolated from observed gravity values.
 CQ1414
 CQ1414;                    North         East    Units  Estimated Accuracy
 CQ1414;SPC LA N     -   260,110.      920,030.      MT  (+/- 180 meters Scaled)
 CQ1414
 CQ1414                          SUPERSEDED SURVEY CONTROL
 CQ1414
 CQ1414  NGVD 29 (??/??/??)   57.917  (m)          190.02   (f) ADJUSTED    2 0
 CQ1414
 CQ1414.Superseded values are not recommended for survey control.
 CQ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1414.See file dsdata.txt to determine how the superseded data were derived.
 CQ1414
 CQ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS668339(NAD 83)
 CQ1414_MARKER: DD = SURVEY DISK
 CQ1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1414_STAMPING: 60V10 1968
 CQ1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1414+STABILITY: SURFACE MOTION
 CQ1414
 CQ1414  HISTORY     - Date     Condition        Report By
 CQ1414  HISTORY     - 1968     MONUMENTED       LADH
 CQ1414  HISTORY     - 1969     GOOD             LADH
 CQ1414
 CQ1414                          STATION DESCRIPTION
 CQ1414
 CQ1414'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1414'4.8 MI E FROM COTTON VALLEY.
 CQ1414'ABOUT 4.8 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1414'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT IS
 CQ1414'217 FEET SOUTH OF WEST END OF BRIDGE, ON LOUISIANA HIGHWAY 160, 420
 CQ1414'FEET WEST OF SOUTHWEST CORNER OF FRAME RESIDENCE OF J.R. RYDER, 206
 CQ1414'FEET EAST OF GRAVEL ROAD, 74 FEET SOUTHWEST OF 18 INCH WHITE OAK TREE.
 CQ1414'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  A STEEL
 CQ1414'WITNESS POST IS SET 1.0 FEET EAST OF THE MARK.  SECTION 1, T 21N, R
 CQ1414'10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1415 ***********************************************************************
 CQ1415  DESIGNATION -  60 V 11
 CQ1415  PID         -  CQ1415
 CQ1415  STATE/COUNTY-  LA/WEBSTER
 CQ1415  USGS QUAD   -  LETON (1981)
 CQ1415
 CQ1415                         *CURRENT SURVEY CONTROL
 CQ1415  ___________________________________________________________________
 CQ1415* NAD 83(1986)-  32 51 29.     (N)    093 20 37.     (W)     SCALED    
 CQ1415* NAVD 88     -        53.796  (meters)     176.50   (feet)  ADJUSTED  
 CQ1415  ___________________________________________________________________
 CQ1415  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1415  DYNAMIC HT  -          53.737 (meters)     176.30  (feet)  COMP
 CQ1415  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CQ1415
 CQ1415  VERT ORDER  -  SECOND    CLASS 0
 CQ1415
 CQ1415.The horizontal coordinates were scaled from a topographic map and have
 CQ1415.an estimated accuracy of +/- 6 seconds.
 CQ1415
 CQ1415.The orthometric height was determined by differential leveling
 CQ1415.and adjusted by the National Geodetic Survey in June 1991..
 CQ1415
 CQ1415.The geoid height was determined by GEOID03.
 CQ1415
 CQ1415.The dynamic height is computed by dividing the NAVD 88
 CQ1415.geopotential number by the normal gravity value computed on the
 CQ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1415.degrees latitude (g = 980.6199 gals.).
 CQ1415
 CQ1415.The modeled gravity was interpolated from observed gravity values.
 CQ1415
 CQ1415;                    North         East    Units  Estimated Accuracy
 CQ1415;SPC LA N     -   261,770.      921,030.      MT  (+/- 180 meters Scaled)
 CQ1415
 CQ1415                          SUPERSEDED SURVEY CONTROL
 CQ1415
 CQ1415  NGVD 29 (??/??/??)   53.860  (m)          176.71   (f) ADJUSTED    2 0
 CQ1415
 CQ1415.Superseded values are not recommended for survey control.
 CQ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1415.See file dsdata.txt to determine how the superseded data were derived.
 CQ1415
 CQ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS678356(NAD 83)
 CQ1415_MARKER: DD = SURVEY DISK
 CQ1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1415_STAMPING: 60V11 1968
 CQ1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1415+STABILITY: SURFACE MOTION
 CQ1415
 CQ1415  HISTORY     - Date     Condition        Report By
 CQ1415  HISTORY     - 1968     MONUMENTED       LADH
 CQ1415  HISTORY     - 1969     GOOD             LADH
 CQ1415
 CQ1415                          STATION DESCRIPTION
 CQ1415
 CQ1415'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1415'5.9 MI E FROM COTTON VALLEY.
 CQ1415'ABOUT 5.9 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1415'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT IS
 CQ1415'264 FEETT NORTH OF LOUISIANA HIGHWAY 160 DOWN UNITED GAS PIPELINE
 CQ1415'RIGHT OF WAY, 190 FEET SOUTHEAST OF VALVE ON UNITED GAS PIPELINE, 152
 CQ1415'FEET SOUTHEAST OF POWER POLE, 67 FEET NORTH OF NORTHWEST CORNER OF TIN
 CQ1415'BUILDING, 14 FEET NORTH OF TWIN PIN OAK TREE.  SET IN TOP OF CONCRETE
 CQ1415'POST PROJECTING 1 INCH.  A STEEL WITNESS POST IS SET 1.0 FEET WEST OF
 CQ1415'THE MARK.  SECTION 36, T 22N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1416 ***********************************************************************
 CQ1416  DESIGNATION -  60 V 12
 CQ1416  PID         -  CQ1416
 CQ1416  STATE/COUNTY-  LA/WEBSTER
 CQ1416  USGS QUAD   -  LETON (1981)
 CQ1416
 CQ1416                         *CURRENT SURVEY CONTROL
 CQ1416  ___________________________________________________________________
 CQ1416* NAD 83(1986)-  32 51 59.     (N)    093 19 44.     (W)     SCALED    
 CQ1416* NAVD 88     -        67.513  (meters)     221.50   (feet)  ADJUSTED  
 CQ1416  ___________________________________________________________________
 CQ1416  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1416  DYNAMIC HT  -          67.439 (meters)     221.26  (feet)  COMP
 CQ1416  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 CQ1416
 CQ1416  VERT ORDER  -  SECOND    CLASS 0
 CQ1416
 CQ1416.The horizontal coordinates were scaled from a topographic map and have
 CQ1416.an estimated accuracy of +/- 6 seconds.
 CQ1416
 CQ1416.The orthometric height was determined by differential leveling
 CQ1416.and adjusted by the National Geodetic Survey in June 1991..
 CQ1416
 CQ1416.The geoid height was determined by GEOID03.
 CQ1416
 CQ1416.The dynamic height is computed by dividing the NAVD 88
 CQ1416.geopotential number by the normal gravity value computed on the
 CQ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1416.degrees latitude (g = 980.6199 gals.).
 CQ1416
 CQ1416.The modeled gravity was interpolated from observed gravity values.
 CQ1416
 CQ1416;                    North         East    Units  Estimated Accuracy
 CQ1416;SPC LA N     -   262,680.      922,420.      MT  (+/- 180 meters Scaled)
 CQ1416
 CQ1416                          SUPERSEDED SURVEY CONTROL
 CQ1416
 CQ1416  NGVD 29 (??/??/??)   67.575  (m)          221.70   (f) ADJUSTED    2 0
 CQ1416
 CQ1416.Superseded values are not recommended for survey control.
 CQ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1416.See file dsdata.txt to determine how the superseded data were derived.
 CQ1416
 CQ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS692365(NAD 83)
 CQ1416_MARKER: DD = SURVEY DISK
 CQ1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1416_STAMPING: 60V12 1968
 CQ1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1416+STABILITY: SURFACE MOTION
 CQ1416
 CQ1416  HISTORY     - Date     Condition        Report By
 CQ1416  HISTORY     - 1968     MONUMENTED       LADH
 CQ1416  HISTORY     - 1969     GOOD             LADH
 CQ1416
 CQ1416                          STATION DESCRIPTION
 CQ1416
 CQ1416'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1416'7.1 MI E FROM COTTON VALLEY.
 CQ1416'ABOUT 7.1 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1416'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY, 0.6
 CQ1416'MILES EAST OF JUNCTION OF LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY
 CQ1416'3008.  IT IS 96 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 160, 46
 CQ1416'FEET SOUTH OF A 4 STRAND BARBED WIRE FENCE, 30 FEET WEST OF CENTER OF
 CQ1416'COTTON VALLEY OPERATORS COMMITTEE GASOLINE RIGHT OF WAY, 2 FEET EAST
 CQ1416'OF A 3 STRAND BARBED WIRE FENCE.  SET IN THE TOP OF A CONCRETE POST
 CQ1416'PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE
 CQ1416'MARK.  SECTION 30, T 22N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1417 ***********************************************************************
 CQ1417  DESIGNATION -  60 V 13
 CQ1417  PID         -  CQ1417
 CQ1417  STATE/COUNTY-  LA/WEBSTER
 CQ1417  USGS QUAD   -  LETON (1981)
 CQ1417
 CQ1417                         *CURRENT SURVEY CONTROL
 CQ1417  ___________________________________________________________________
 CQ1417* NAD 83(1986)-  32 52 10.     (N)    093 18 46.     (W)     SCALED    
 CQ1417* NAVD 88     -        70.674  (meters)     231.87   (feet)  ADJUSTED  
 CQ1417  ___________________________________________________________________
 CQ1417  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1417  DYNAMIC HT  -          70.596 (meters)     231.61  (feet)  COMP
 CQ1417  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CQ1417
 CQ1417  VERT ORDER  -  SECOND    CLASS 0
 CQ1417
 CQ1417.The horizontal coordinates were scaled from a topographic map and have
 CQ1417.an estimated accuracy of +/- 6 seconds.
 CQ1417
 CQ1417.The orthometric height was determined by differential leveling
 CQ1417.and adjusted by the National Geodetic Survey in June 1991..
 CQ1417
 CQ1417.The geoid height was determined by GEOID03.
 CQ1417
 CQ1417.The dynamic height is computed by dividing the NAVD 88
 CQ1417.geopotential number by the normal gravity value computed on the
 CQ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1417.degrees latitude (g = 980.6199 gals.).
 CQ1417
 CQ1417.The modeled gravity was interpolated from observed gravity values.
 CQ1417
 CQ1417;                    North         East    Units  Estimated Accuracy
 CQ1417;SPC LA N     -   263,010.      923,930.      MT  (+/- 180 meters Scaled)
 CQ1417
 CQ1417                          SUPERSEDED SURVEY CONTROL
 CQ1417
 CQ1417  NGVD 29 (??/??/??)   70.735  (m)          232.07   (f) ADJUSTED    2 0
 CQ1417
 CQ1417.Superseded values are not recommended for survey control.
 CQ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1417.See file dsdata.txt to determine how the superseded data were derived.
 CQ1417
 CQ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS707368(NAD 83)
 CQ1417_MARKER: DD = SURVEY DISK
 CQ1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1417_STAMPING: 60V13 1968
 CQ1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1417+STABILITY: SURFACE MOTION
 CQ1417
 CQ1417  HISTORY     - Date     Condition        Report By
 CQ1417  HISTORY     - 1968     MONUMENTED       LADH
 CQ1417  HISTORY     - 1968     GOOD             LADH
 CQ1417
 CQ1417                          STATION DESCRIPTION
 CQ1417
 CQ1417'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1417'8.1 MI E FROM COTTON VALLEY.
 CQ1417'ABOUT 8.1 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1417'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 7 IN COTTON VALLEY.  IT IS
 CQ1417'187 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 160, 12 FEET WEST OF
 CQ1417'30 INCH RED OAK TREE, 40 FEET SOUTHWEST OF BARN, 1.5 FEET EAST OF
 CQ1417'COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 CQ1417'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2.0
 CQ1417'FEET SOUTH OF THE MARK.  SECTION 29, T 22N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1418 ***********************************************************************
 CQ1418  DESIGNATION -  60 V 14
 CQ1418  PID         -  CQ1418
 CQ1418  STATE/COUNTY-  LA/WEBSTER
 CQ1418  USGS QUAD   -  LETON (1981)
 CQ1418
 CQ1418                         *CURRENT SURVEY CONTROL
 CQ1418  ___________________________________________________________________
 CQ1418* NAD 83(1986)-  32 52 03.     (N)    093 17 57.     (W)     SCALED    
 CQ1418* NAVD 88     -        62.954  (meters)     206.54   (feet)  ADJUSTED  
 CQ1418  ___________________________________________________________________
 CQ1418  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ1418  DYNAMIC HT  -          62.885 (meters)     206.32  (feet)  COMP
 CQ1418  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CQ1418
 CQ1418  VERT ORDER  -  SECOND    CLASS 0
 CQ1418
 CQ1418.The horizontal coordinates were scaled from a topographic map and have
 CQ1418.an estimated accuracy of +/- 6 seconds.
 CQ1418
 CQ1418.The orthometric height was determined by differential leveling
 CQ1418.and adjusted by the National Geodetic Survey in June 1991..
 CQ1418
 CQ1418.The geoid height was determined by GEOID03.
 CQ1418
 CQ1418.The dynamic height is computed by dividing the NAVD 88
 CQ1418.geopotential number by the normal gravity value computed on the
 CQ1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1418.degrees latitude (g = 980.6199 gals.).
 CQ1418
 CQ1418.The modeled gravity was interpolated from observed gravity values.
 CQ1418
 CQ1418;                    North         East    Units  Estimated Accuracy
 CQ1418;SPC LA N     -   262,790.      925,200.      MT  (+/- 180 meters Scaled)
 CQ1418
 CQ1418                          SUPERSEDED SURVEY CONTROL
 CQ1418
 CQ1418  NGVD 29 (??/??/??)   63.016  (m)          206.75   (f) ADJUSTED    2 0
 CQ1418
 CQ1418.Superseded values are not recommended for survey control.
 CQ1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1418.See file dsdata.txt to determine how the superseded data were derived.
 CQ1418
 CQ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS720366(NAD 83)
 CQ1418_MARKER: DD = SURVEY DISK
 CQ1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1418_STAMPING: 60V14 1968
 CQ1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1418+STABILITY: SURFACE MOTION
 CQ1418
 CQ1418  HISTORY     - Date     Condition        Report By
 CQ1418  HISTORY     - 1968     MONUMENTED       LADH
 CQ1418  HISTORY     - 1969     GOOD             LADH
 CQ1418
 CQ1418                          STATION DESCRIPTION
 CQ1418
 CQ1418'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1418'8.9 MI E FROM COTTON VALLEY.
 CQ1418'ABOUT 8.9 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1418'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY, 2.8
 CQ1418'MILES WEST OF JUNCTION OF LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY
 CQ1418'159 AT LETON.  IT IS 113 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY
 CQ1418'160, 87 FEET WEST OF NORTHWEST CORNER OF RESIDENCE OF WALTER JOHNSTON,
 CQ1418'61 FEET NORTH OF COMBINATION MESH AND BARBED WIRE FENCE, 68 FEET
 CQ1418'NORTHWEST OF WATER WELL IN YARD, 25 FEET NORTHWEST OF 36 INCH PECAN
 CQ1418'TREE.  SET IN TOP OF A CONCRETE POST PROJECTING TWO INCHES ABOVE THE
 CQ1418'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTHEAST OF THE MARK.
 CQ1418'SECTION 28, T 22N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1419 ***********************************************************************
 CQ1419  DESIGNATION -  60 V 15
 CQ1419  PID         -  CQ1419
 CQ1419  STATE/COUNTY-  LA/WEBSTER
 CQ1419  USGS QUAD   -  LETON (1981)
 CQ1419
 CQ1419                         *CURRENT SURVEY CONTROL
 CQ1419  ___________________________________________________________________
 CQ1419* NAD 83(1986)-  32 51 59.     (N)    093 16 50.     (W)     SCALED    
 CQ1419* NAVD 88     -        73.554  (meters)     241.32   (feet)  ADJUSTED  
 CQ1419  ___________________________________________________________________
 CQ1419  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ1419  DYNAMIC HT  -          73.472 (meters)     241.05  (feet)  COMP
 CQ1419  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 CQ1419
 CQ1419  VERT ORDER  -  SECOND    CLASS 0
 CQ1419
 CQ1419.The horizontal coordinates were scaled from a topographic map and have
 CQ1419.an estimated accuracy of +/- 6 seconds.
 CQ1419
 CQ1419.The orthometric height was determined by differential leveling
 CQ1419.and adjusted by the National Geodetic Survey in June 1991..
 CQ1419
 CQ1419.The geoid height was determined by GEOID03.
 CQ1419
 CQ1419.The dynamic height is computed by dividing the NAVD 88
 CQ1419.geopotential number by the normal gravity value computed on the
 CQ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1419.degrees latitude (g = 980.6199 gals.).
 CQ1419
 CQ1419.The modeled gravity was interpolated from observed gravity values.
 CQ1419
 CQ1419;                    North         East    Units  Estimated Accuracy
 CQ1419;SPC LA N     -   262,650.      926,940.      MT  (+/- 180 meters Scaled)
 CQ1419
 CQ1419                          SUPERSEDED SURVEY CONTROL
 CQ1419
 CQ1419  NGVD 29 (??/??/??)   73.615  (m)          241.52   (f) ADJUSTED    2 0
 CQ1419
 CQ1419.Superseded values are not recommended for survey control.
 CQ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1419.See file dsdata.txt to determine how the superseded data were derived.
 CQ1419
 CQ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS737365(NAD 83)
 CQ1419_MARKER: DD = SURVEY DISK
 CQ1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1419_STAMPING: 60V15 1968
 CQ1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1419+STABILITY: SURFACE MOTION
 CQ1419
 CQ1419  HISTORY     - Date     Condition        Report By
 CQ1419  HISTORY     - 1968     MONUMENTED       LADH
 CQ1419  HISTORY     - 1969     GOOD             LADH
 CQ1419
 CQ1419                          STATION DESCRIPTION
 CQ1419
 CQ1419'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1419'10.0 MI E FROM COTTON VALLEY.
 CQ1419'ABOUT 10.0 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1419'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY, 1.6
 CQ1419'MILES WEST OF JUNCTION OF LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY
 CQ1419'2 AND LOUISIANA HIGHWAY 159 AT LETON.  IT IS 192 FEET NORTH OF
 CQ1419'CENTERLINE OF LOUISIANA HIGHWAY 160, 138 FEET NORTH OF A 4 STRAND
 CQ1419'BARBED WIRE FENCE, 66 FEET NORTHWEST OF NORTHWEST CORNER OF FRAME
 CQ1419'RESIDENCE OF MRS. ELTHINE JOHNSTON, 14 FEET SOUTH OF 24 INCH PECAN
 CQ1419'TREE, ONE FOOT WEST OF A COMBINATION MESH AND BARBED WIRE FENCE. SET
 CQ1419'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A
 CQ1419'STEEL WITNESS POST IS 1.0 FOOT NORTH OF THE MARK.  SECTION 27, T 22N,
 CQ1419'R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1420 ***********************************************************************
 CQ1420  DESIGNATION -  60 V 16
 CQ1420  PID         -  CQ1420
 CQ1420  STATE/COUNTY-  LA/WEBSTER
 CQ1420  USGS QUAD   -  LETON (1981)
 CQ1420
 CQ1420                         *CURRENT SURVEY CONTROL
 CQ1420  ___________________________________________________________________
 CQ1420* NAD 83(1986)-  32 52 08.     (N)    093 16 03.     (W)     SCALED    
 CQ1420* NAVD 88     -        79.971  (meters)     262.37   (feet)  ADJUSTED  
 CQ1420  ___________________________________________________________________
 CQ1420  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ1420  DYNAMIC HT  -          79.882 (meters)     262.08  (feet)  COMP
 CQ1420  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 CQ1420
 CQ1420  VERT ORDER  -  SECOND    CLASS 0
 CQ1420
 CQ1420.The horizontal coordinates were scaled from a topographic map and have
 CQ1420.an estimated accuracy of +/- 6 seconds.
 CQ1420
 CQ1420.The orthometric height was determined by differential leveling
 CQ1420.and adjusted by the National Geodetic Survey in June 1991..
 CQ1420
 CQ1420.The geoid height was determined by GEOID03.
 CQ1420
 CQ1420.The dynamic height is computed by dividing the NAVD 88
 CQ1420.geopotential number by the normal gravity value computed on the
 CQ1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1420.degrees latitude (g = 980.6199 gals.).
 CQ1420
 CQ1420.The modeled gravity was interpolated from observed gravity values.
 CQ1420
 CQ1420;                    North         East    Units  Estimated Accuracy
 CQ1420;SPC LA N     -   262,920.      928,170.      MT  (+/- 180 meters Scaled)
 CQ1420
 CQ1420                          SUPERSEDED SURVEY CONTROL
 CQ1420
 CQ1420  NGVD 29 (??/??/??)   80.032  (m)          262.57   (f) ADJUSTED    2 0
 CQ1420
 CQ1420.Superseded values are not recommended for survey control.
 CQ1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1420.See file dsdata.txt to determine how the superseded data were derived.
 CQ1420
 CQ1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS749367(NAD 83)
 CQ1420_MARKER: DD = SURVEY DISK
 CQ1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1420_STAMPING: 60V16 1968
 CQ1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1420+STABILITY: SURFACE MOTION
 CQ1420
 CQ1420  HISTORY     - Date     Condition        Report By
 CQ1420  HISTORY     - 1968     MONUMENTED       LADH
 CQ1420  HISTORY     - 1969     GOOD             LADH
 CQ1420
 CQ1420                          STATION DESCRIPTION
 CQ1420
 CQ1420'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1420'10.9 MI E FROM COTTON VALLEY.
 CQ1420'ABOUT 10.9 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1420'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 7 IN COTTON VALLEY.  IT IS
 CQ1420'139 FEET SOUTH OF LOUISIANA HIGHWAY 160 AT EDGE OF A CULTIVATED FIELD,
 CQ1420'94 FEET SOUTHWEST OF WEST HEADWALL OF 24 INCH R. C. PIPE UNDER OLD
 CQ1420'ROAD, 94 FEET WEST OF CENTERLINE OF OLD ROAD, 19 FEET NORTH OF POWER
 CQ1420'POLE, 222 FEET NORTHWEST OF NORTHWEST CORNER OF FRAME RESIDENCE OF
 CQ1420'W.R. SHAW.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 CQ1420'THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
 CQ1420'SECTION 26, T 22N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1421 ***********************************************************************
 CQ1421  DESIGNATION -  60 V 17
 CQ1421  PID         -  CQ1421
 CQ1421  STATE/COUNTY-  LA/WEBSTER
 CQ1421  USGS QUAD   -  LETON (1981)
 CQ1421
 CQ1421                         *CURRENT SURVEY CONTROL
 CQ1421  ___________________________________________________________________
 CQ1421* NAD 83(1986)-  32 52 02.     (N)    093 15 19.     (W)     SCALED    
 CQ1421* NAVD 88     -        79.890  (meters)     262.11   (feet)  ADJUSTED  
 CQ1421  ___________________________________________________________________
 CQ1421  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1421  DYNAMIC HT  -          79.802 (meters)     261.82  (feet)  COMP
 CQ1421  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 CQ1421
 CQ1421  VERT ORDER  -  SECOND    CLASS 0
 CQ1421
 CQ1421.The horizontal coordinates were scaled from a topographic map and have
 CQ1421.an estimated accuracy of +/- 6 seconds.
 CQ1421
 CQ1421.The orthometric height was determined by differential leveling
 CQ1421.and adjusted by the National Geodetic Survey in June 1991..
 CQ1421
 CQ1421.The geoid height was determined by GEOID03.
 CQ1421
 CQ1421.The dynamic height is computed by dividing the NAVD 88
 CQ1421.geopotential number by the normal gravity value computed on the
 CQ1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1421.degrees latitude (g = 980.6199 gals.).
 CQ1421
 CQ1421.The modeled gravity was interpolated from observed gravity values.
 CQ1421
 CQ1421;                    North         East    Units  Estimated Accuracy
 CQ1421;SPC LA N     -   262,730.      929,310.      MT  (+/- 180 meters Scaled)
 CQ1421
 CQ1421                          SUPERSEDED SURVEY CONTROL
 CQ1421
 CQ1421  NGVD 29 (??/??/??)   79.951  (m)          262.31   (f) ADJUSTED    2 0
 CQ1421
 CQ1421.Superseded values are not recommended for survey control.
 CQ1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1421.See file dsdata.txt to determine how the superseded data were derived.
 CQ1421
 CQ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS761365(NAD 83)
 CQ1421_MARKER: DD = SURVEY DISK
 CQ1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1421_STAMPING: 60V17 1969
 CQ1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1421+STABILITY: SURFACE MOTION
 CQ1421
 CQ1421  HISTORY     - Date     Condition        Report By
 CQ1421  HISTORY     - 1969     MONUMENTED       LADH
 CQ1421  HISTORY     - 1969     GOOD             LADH
 CQ1421
 CQ1421                          STATION DESCRIPTION
 CQ1421
 CQ1421'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1421'11.5 MI E FROM COTTON VALLEY.
 CQ1421'ABOUT 11.5 MILES EAST ALONG LOUISIANA HIGHWAY 160 AND LOUISIANA
 CQ1421'HIGHWAY 2 FROM JUNCTION OF LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY
 CQ1421'160 IN COTTON VALLEY.  IT IS 254 FEET SOUTHEAST OF EAST HEADWALL OF 24
 CQ1421'INCH R. C. PIPE UNDER LOUISIANA HIGHWAY 159, 105 FEET SOUTH OF
 CQ1421'CENTERLINE OF LOUISIANA HIGHWAY 2, 25 FEET SOUTH OF BARBED WIRE FENCE
 CQ1421'WHICH RUNS PARALLEL WITH LOUISIANA HIGHWAY 2, 2 FEET EAST OF OLD FENCE
 CQ1421'CORNER.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CQ1421'THE GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET EAST OF THE MARK.
 CQ1421'SECTION 25, T 22N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1423 ***********************************************************************
 CQ1423  DESIGNATION -  60 V 18
 CQ1423  PID         -  CQ1423
 CQ1423  STATE/COUNTY-  LA/WEBSTER
 CQ1423  USGS QUAD   -  BLACKBURN (1986)
 CQ1423
 CQ1423                         *CURRENT SURVEY CONTROL
 CQ1423  ___________________________________________________________________
 CQ1423* NAD 83(1992)-  32 51 48.28210(N)    093 14 47.38359(W)     ADJUSTED  
 CQ1423* NAVD 88     -        75.490  (meters)     247.67   (feet)  ADJUSTED  
 CQ1423  ___________________________________________________________________
 CQ1423  X           -    -303,701.836 (meters)                     COMP
 CQ1423  Y           -  -5,354,144.952 (meters)                     COMP
 CQ1423  Z           -   3,441,271.415 (meters)                     COMP
 CQ1423  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CQ1423  ELLIP HEIGHT-          49.48  (meters)          (02/21/02) GPS OBS
 CQ1423  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1423  DYNAMIC HT  -          75.406 (meters)     247.39  (feet)  COMP
 CQ1423  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 CQ1423
 CQ1423  HORZ ORDER  -  FIRST
 CQ1423  VERT ORDER  -  SECOND    CLASS 0
 CQ1423  ELLP ORDER  -  FOURTH    CLASS II
 CQ1423
 CQ1423.The horizontal coordinates were established by GPS observations
 CQ1423.and adjusted by the National Geodetic Survey in September 1999..
 CQ1423
 CQ1423.The orthometric height was determined by differential leveling
 CQ1423.and adjusted by the National Geodetic Survey in June 1991..
 CQ1423
 CQ1423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ1423
 CQ1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1423
 CQ1423.The ellipsoidal height was determined by GPS observations
 CQ1423.and is referenced to NAD 83.
 CQ1423
 CQ1423.The geoid height was determined by GEOID03.
 CQ1423
 CQ1423.The dynamic height is computed by dividing the NAVD 88
 CQ1423.geopotential number by the normal gravity value computed on the
 CQ1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1423.degrees latitude (g = 980.6199 gals.).
 CQ1423
 CQ1423.The modeled gravity was interpolated from observed gravity values.
 CQ1423
 CQ1423;                    North         East     Units Scale Factor Converg.
 CQ1423;SPC LA N     -   262,297.187   930,127.312   MT  1.00005078   -0 23 40.8
 CQ1423;SPC LA N     -   860,553.35  3,051,592.69   sFT  1.00005078   -0 23 40.8
 CQ1423;UTM  15      - 3,636,171.837   476,937.979   MT  0.99960656   -0 08 01.5
 CQ1423
 CQ1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1423!SPC LA N     -   0.99999223  x   1.00005078  =   1.00004301
 CQ1423!UTM  15      -   0.99999223  x   0.99960656  =   0.99959879
 CQ1423
 CQ1423                          SUPERSEDED SURVEY CONTROL
 CQ1423
 CQ1423  NAD 83(1992)-  32 51 48.28333(N)    093 14 47.38279(W) AD(       ) 1
 CQ1423  ELLIP H (01/21/93)   49.52   (m)                       GP(       ) 4 2
 CQ1423  NAD 83(1986)-  32 51 48.29448(N)    093 14 47.37419(W) AD(       ) 1
 CQ1423  NAD 27      -  32 51 47.79437(N)    093 14 46.78645(W) AD(       ) 3
 CQ1423  NGVD 29 (??/??/??)   75.551  (m)          247.87   (f) ADJUSTED    2 0
 CQ1423
 CQ1423.Superseded values are not recommended for survey control.
 CQ1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1423.See file dsdata.txt to determine how the superseded data were derived.
 CQ1423
 CQ1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7693836172(NAD 83)
 CQ1423_MARKER: DS = TRIANGULATION STATION DISK
 CQ1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1423_SP_SET: CONCRETE POST
 CQ1423_STAMPING: 60V18 1969
 CQ1423_MARK LOGO: LADH  
 CQ1423_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1423+STABILITY: SURFACE MOTION
 CQ1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1423+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 CQ1423
 CQ1423  HISTORY     - Date     Condition        Report By
 CQ1423  HISTORY     - 1987     MONUMENTED       LADH
 CQ1423  HISTORY     - 1969     GOOD             LADH
 CQ1423  HISTORY     - 19891002 GOOD             NGS
 CQ1423  HISTORY     - 19900316 GOOD
 CQ1423  HISTORY     - 20040830 GOOD             LADTD
 CQ1423
 CQ1423                          STATION DESCRIPTION
 CQ1423
 CQ1423'DESCRIBED BY LA DEPT OF HIGHWAYS 1987 (EDW)
 CQ1423'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ1423'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ1423'OBSERVATIONS.
 CQ1423'
 CQ1423'THE STATION IS LOCATED ABOUT 29 KM (18 MI) NORTH OF MINDEN, 19.6 KM
 CQ1423'(12.2 MI) EAST OF COTTON VALLEY AND 16.1 KM (10 MI) NORTHWEST OF
 CQ1423'HOMER.
 CQ1423'OWNERSHIP--MR. W.G. BLACKWELL, 136 BRUCE AVENUE, SHREVEPORT, LA.
 CQ1423'71105, TELEPHONE 318-861-6265.
 CQ1423'
 CQ1423'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 159,160
 CQ1423'AND 2, GO EAST ON HIGHWAY 2 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF
 CQ1423'STATE HIGHWAY 521 AND THE STATION MARK ON THE LEFT.
 CQ1423'
 CQ1423'THE STATION IS A STANDARD LADH DISK
 CQ1423'STAMPED---60 V18 1969---,
 CQ1423'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ1423'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 CQ1423'81.7 METERS (268 FT) NORTHEAST FROM THE NORTH HEADWALL UNDER
 CQ1423'HIGHWAY 2,
 CQ1423'53.3 METERS (175 FT) NORTHEAST FROM THE CENTER OF THE INTERSECTION
 CQ1423'OF STATE HIGHWAYS 2 AND 521,
 CQ1423'32.9 METERS (108 FT) NORTH FROM THE CENTER OF HIGHWAY 2,
 CQ1423'32.0 METERS (105 FT) EAST FROM THE CENTER OF HIGHWAY 521,
 CQ1423'14.3 METERS (47 FT) NORTHWEST FROM A FOUR STRAND BARBED WIRE FENCE
 CQ1423'CORNER,
 CQ1423'0.6 METER (2 FT) EAST FROM A FOUR STRAND BARBED WIRE FENCE AND
 CQ1423'0.4 METER (1.5 FT) WEST FROM A METAL WITNESS POST WITH SIGN
 CQ1423'ATTACHED.
 CQ1423'
 CQ1423'DESCRIBED BY REX BALL.
 CQ1423
 CQ1423                          STATION RECOVERY (1969)
 CQ1423
 CQ1423'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1423'12.2 MI E FROM COTTON VALLEY.
 CQ1423'ABOUT 12.2 MILES EAST ALONG LOUISIANA HIGHWAY 160 AND LOUISIANA
 CQ1423'HIGHWAY 2 FROM JUNCTION OF LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY
 CQ1423'160 AT COTTON VALLEY, AT JUNCTION OF LOUISIANA HIGHWAY 2 AND LOUISIANA
 CQ1423'HIGHWAY 521.  IT IS 105 FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY
 CQ1423'521, 108 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 47 FEET
 CQ1423'NORTHWEST OF 4 STRAND BARBED WIRE FENCE CORNER, 2 FEET EAST OF 4
 CQ1423'STRAND BARBED WIRE FENCE, 175 FEET NORTHEAST OF CENTER OF INTERSECTION
 CQ1423'OF LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 521, 268 FEET NORTHEAST
 CQ1423'OF NORTH HEADWALL OF 36 INCH R.C. PIPE UNDER LOUISIANA HIGHWAY 2. SET
 CQ1423'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND. A
 CQ1423'STEEL WITNESS POST IS SET 1.4 FEET EAST OF THE MARK. SECTION 25, T
 CQ1423'22N, R 9W.
 CQ1423
 CQ1423                          STATION RECOVERY (1989)
 CQ1423
 CQ1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CQ1423'STATION WAS NOT VISITED BY THIS PARTY.  THIS STATION WAS USED IN THE
 CQ1423'LOUISIANA FAA PROJECT AND IS LISTED HERE AS A CONNECTOR TO THE
 CQ1423'ARKANSAW FAA PROJECT.  THE FOLLOWING DATA IS COPIED FROM THE 1987
 CQ1423'DESCRIPTION.
 CQ1423'STATION IS LOCATED ABOUT 29 KM (18.0 MI) NORTH OF MINDEN, 19.6 KM
 CQ1423'(12.2 MI) EAST OF COTTON VALLEY AND 16.1 KM (10.0 MI) NORTHWEST OF
 CQ1423'HOMER.  OWNERSHIP--W. G. BLACKWELL, 136 BRUCE AVENUE, SHREVEPORT, LA
 CQ1423'71105.  TELEPHONE 318-861-6265
 CQ1423'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2, 159 AND 160 IN LETON.
 CQ1423'GO EAST ON HIGHWAY 2 FOR 0.9 KM (0.6 MI) TO THE JUNCTION OF STATE
 CQ1423'HIGHWAY 521 AND THE STATION ON THE LEFT.
 CQ1423'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 CQ1423'PROJECTING 5 CM.  IT IS 81.7 M (268.0 FT) NORTHEAST OF NORTH HEADWALL
 CQ1423'OF A CULVERT UNDER HIGHWAY 2, 53.3 M (174.9 FT) NORTHEAST OF THE
 CQ1423'CENTER OF THE HIGHWAY JUNCTION, 32.9 M (107.9 FT) NORTH OF THE CENTER
 CQ1423'OF HIGHWAY 2, 32.0 M (105.0 FT) EAST OF THE CENTER OF HIGHWAY 521,
 CQ1423'14.3 M (46.9 FT) NORTHWEST IF A FOUR-STRAND BARBED WIRE FENCE CORNER,
 CQ1423'0.6 KM (0.4 MI) EAST OF THE FENCE, AND 0.4 M (1.3 FT) WEST OF A METAL
 CQ1423'WITNESS POST.
 CQ1423
 CQ1423                          STATION RECOVERY (1990)
 CQ1423
 CQ1423'RECOVERED 1990
 CQ1423'RECOVERED IN GOOD CONDITION.
 CQ1423
 CQ1423                          STATION RECOVERY (2004)
 CQ1423
 CQ1423'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 CQ1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1235 ***********************************************************************
 DL1235  DESIGNATION -  60 V 19
 DL1235  PID         -  DL1235
 DL1235  STATE/COUNTY-  LA/WEBSTER
 DL1235  USGS QUAD   -  BRADLEY SE (1978)
 DL1235
 DL1235                         *CURRENT SURVEY CONTROL
 DL1235  ___________________________________________________________________
 DL1235* NAD 83(1986)-  33 00 02.     (N)    093 30 30.     (W)     SCALED    
 DL1235* NAVD 88     -        68.404  (meters)     224.42   (feet)  ADJUSTED  
 DL1235  ___________________________________________________________________
 DL1235  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL1235  DYNAMIC HT  -          68.330 (meters)     224.18  (feet)  COMP
 DL1235  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 DL1235
 DL1235  VERT ORDER  -  SECOND    CLASS II
 DL1235
 DL1235.The horizontal coordinates were scaled from a topographic map and have
 DL1235.an estimated accuracy of +/- 6 seconds.
 DL1235
 DL1235.The orthometric height was determined by differential leveling
 DL1235.and adjusted by the National Geodetic Survey in June 1991..
 DL1235
 DL1235.The geoid height was determined by GEOID03.
 DL1235
 DL1235.The dynamic height is computed by dividing the NAVD 88
 DL1235.geopotential number by the normal gravity value computed on the
 DL1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1235.degrees latitude (g = 980.6199 gals.).
 DL1235
 DL1235.The modeled gravity was interpolated from observed gravity values.
 DL1235
 DL1235;                    North         East    Units  Estimated Accuracy
 DL1235;SPC LA N     -   277,710.      905,760.      MT  (+/- 180 meters Scaled)
 DL1235
 DL1235                          SUPERSEDED SURVEY CONTROL
 DL1235
 DL1235  NGVD 29 (??/??/92)   68.47   (m)          224.6    (f) COMPUTED    2 2
 DL1235
 DL1235.Superseded values are not recommended for survey control.
 DL1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1235.See file dsdata.txt to determine how the superseded data were derived.
 DL1235
 DL1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS525514(NAD 83)
 DL1235_MARKER: DD = SURVEY DISK
 DL1235_SETTING: 0 = UNSPECIFIED SETTING
 DL1235_STAMPING: 60V19 1969
 DL1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1235
 DL1235  HISTORY     - Date     Condition        Report By
 DL1235  HISTORY     - 1969     MONUMENTED       LADTD
 DL1235  HISTORY     - 1973     GOOD             LADTD
 DL1235
 DL1235                          STATION DESCRIPTION
 DL1235
 DL1235'DESCRIBED BY LA TRANSP AND DEV 1973
 DL1235'2.9 MI W FROM SPRINGHILL.
 DL1235'LOCATED 2.9 MILES WEST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 DL1235'OFFICE IN SPRINGHILL AND THE MARK ON THE LEFT.  IT IS 120 FEET SOUTH
 DL1235'OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  2 FEET WEST OF A FENCE
 DL1235'LEADING SOUTH.  68 FEET SOUTH OF A FENCE CORNER.  64 FEET SOUTHEAST OF
 DL1235'A POWER POLE.  6 FEET NORTH OF A 18 INCH PINE TREE.  107 FEET
 DL1235'NORTHEAST OF A 14 INCH PINE TREE.  IT IS 2 FEET SOUTH OF A METAL
 DL1235'WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1409 ***********************************************************************
 CQ1409  DESIGNATION -  60 V 2
 CQ1409  PID         -  CQ1409
 CQ1409  STATE/COUNTY-  LA/WEBSTER
 CQ1409  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1409
 CQ1409                         *CURRENT SURVEY CONTROL
 CQ1409  ___________________________________________________________________
 CQ1409* NAD 83(1986)-  32 49 12.     (N)    093 25 30.     (W)     SCALED    
 CQ1409* NAVD 88     -        70.269  (meters)     230.54   (feet)  ADJUSTED  
 CQ1409  ___________________________________________________________________
 CQ1409  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ1409  DYNAMIC HT  -          70.191 (meters)     230.28  (feet)  COMP
 CQ1409  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 CQ1409
 CQ1409  VERT ORDER  -  SECOND    CLASS 0
 CQ1409
 CQ1409.The horizontal coordinates were scaled from a topographic map and have
 CQ1409.an estimated accuracy of +/- 6 seconds.
 CQ1409
 CQ1409.The orthometric height was determined by differential leveling
 CQ1409.and adjusted by the National Geodetic Survey in June 1991..
 CQ1409
 CQ1409.The geoid height was determined by GEOID03.
 CQ1409
 CQ1409.The dynamic height is computed by dividing the NAVD 88
 CQ1409.geopotential number by the normal gravity value computed on the
 CQ1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1409.degrees latitude (g = 980.6199 gals.).
 CQ1409
 CQ1409.The modeled gravity was interpolated from observed gravity values.
 CQ1409
 CQ1409;                    North         East    Units  Estimated Accuracy
 CQ1409;SPC LA N     -   257,610.      913,380.      MT  (+/- 180 meters Scaled)
 CQ1409
 CQ1409                          SUPERSEDED SURVEY CONTROL
 CQ1409
 CQ1409  NGVD 29 (??/??/??)   70.332  (m)          230.75   (f) ADJUSTED    2 0
 CQ1409
 CQ1409.Superseded values are not recommended for survey control.
 CQ1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1409.See file dsdata.txt to determine how the superseded data were derived.
 CQ1409
 CQ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS602314(NAD 83)
 CQ1409_MARKER: DD = SURVEY DISK
 CQ1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1409_STAMPING: 60V2 1968
 CQ1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1409+STABILITY: SURFACE MOTION
 CQ1409
 CQ1409  HISTORY     - Date     Condition        Report By
 CQ1409  HISTORY     - 1968     MONUMENTED       LADH
 CQ1409  HISTORY     - 1969     GOOD             LADH
 CQ1409
 CQ1409                          STATION DESCRIPTION
 CQ1409
 CQ1409'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1409'IN COTTON VALLEY.
 CQ1409'ABOUT 483 FEET WEST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1409'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 7.  IT IS 113 FEET NORTH
 CQ1409'OF CENTERLINE OF LOUISIANA HIGHWAY 160, 169 FEET SOUTHEAST FROM
 CQ1409'SOUTHEAST LEG OF WATER TANK TOWER, 46 FEET SOUTH OF 36 INCH RED OAK, 1
 CQ1409'FOOT WEST OF NORTH-SOUTH FENCE.  SET IN THE TOP OF CONCRETE POST
 CQ1409'PROJECTING 1 INCH ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 CQ1409'FOOT NORTH OF THE MARK.  SECTION 8, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1236 ***********************************************************************
 DL1236  DESIGNATION -  60 V 20
 DL1236  PID         -  DL1236
 DL1236  STATE/COUNTY-  LA/WEBSTER
 DL1236  USGS QUAD   -  TAYLOR (1978)
 DL1236
 DL1236                         *CURRENT SURVEY CONTROL
 DL1236  ___________________________________________________________________
 DL1236* NAD 83(1986)-  33 00 34.     (N)    093 29 26.     (W)     SCALED    
 DL1236* NAVD 88     -        80.273  (meters)     263.36   (feet)  ADJUSTED  
 DL1236  ___________________________________________________________________
 DL1236  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL1236  DYNAMIC HT  -          80.186 (meters)     263.08  (feet)  COMP
 DL1236  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 DL1236
 DL1236  VERT ORDER  -  SECOND    CLASS II
 DL1236
 DL1236.The horizontal coordinates were scaled from a topographic map and have
 DL1236.an estimated accuracy of +/- 6 seconds.
 DL1236
 DL1236.The orthometric height was determined by differential leveling
 DL1236.and adjusted by the National Geodetic Survey in June 1991..
 DL1236
 DL1236.The geoid height was determined by GEOID03.
 DL1236
 DL1236.The dynamic height is computed by dividing the NAVD 88
 DL1236.geopotential number by the normal gravity value computed on the
 DL1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1236.degrees latitude (g = 980.6199 gals.).
 DL1236
 DL1236.The modeled gravity was interpolated from observed gravity values.
 DL1236
 DL1236;                    North         East    Units  Estimated Accuracy
 DL1236;SPC LA N     -   278,680.      907,430.      MT  (+/- 180 meters Scaled)
 DL1236
 DL1236                          SUPERSEDED SURVEY CONTROL
 DL1236
 DL1236  NGVD 29 (??/??/92)   80.33   (m)          263.5    (f) COMPUTED    2 2
 DL1236
 DL1236.Superseded values are not recommended for survey control.
 DL1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1236.See file dsdata.txt to determine how the superseded data were derived.
 DL1236
 DL1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS541524(NAD 83)
 DL1236_MARKER: DD = SURVEY DISK
 DL1236_SETTING: 0 = UNSPECIFIED SETTING
 DL1236_STAMPING: 60V20 1969
 DL1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1236
 DL1236  HISTORY     - Date     Condition        Report By
 DL1236  HISTORY     - 1969     MONUMENTED       LADTD
 DL1236  HISTORY     - 1973     GOOD             LADTD
 DL1236
 DL1236                          STATION DESCRIPTION
 DL1236
 DL1236'DESCRIBED BY LA TRANSP AND DEV 1973
 DL1236'1.6 MI W FROM SPRINGHILL.
 DL1236'LOCATED 1.6 MILES WEST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 DL1236'OFFICE IN SPRINGHILL AND THE MARK ON THE RIGHT.  IT IS 63 FEET NORTH
 DL1236'OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  63 FEET EAST OF A CYCLONE
 DL1236'YARD FENCE.  91 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 DL1236'RESIDENCE.  46 FEET WEST OF A 20 INCH OAK TREE.  27 FEET SOUTHEAST OF
 DL1236'A 6 INCH PINE TREE.  IT IS 2 FEET SOUTH OF A METAL WITNESS POST AND
 DL1236'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1237 ***********************************************************************
 DL1237  DESIGNATION -  60 V 21
 DL1237  PID         -  DL1237
 DL1237  STATE/COUNTY-  LA/WEBSTER
 DL1237  USGS QUAD   -  TAYLOR (1978)
 DL1237
 DL1237                         *CURRENT SURVEY CONTROL
 DL1237  ___________________________________________________________________
 DL1237* NAD 83(1986)-  33 00 34.     (N)    093 28 31.     (W)     SCALED    
 DL1237* NAVD 88     -        83.035  (meters)     272.42   (feet)  ADJUSTED  
 DL1237  ___________________________________________________________________
 DL1237  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DL1237  DYNAMIC HT  -          82.945 (meters)     272.13  (feet)  COMP
 DL1237  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 DL1237
 DL1237  VERT ORDER  -  SECOND    CLASS II
 DL1237
 DL1237.The horizontal coordinates were scaled from a topographic map and have
 DL1237.an estimated accuracy of +/- 6 seconds.
 DL1237
 DL1237.The orthometric height was determined by differential leveling
 DL1237.and adjusted by the National Geodetic Survey in June 1991..
 DL1237
 DL1237.The geoid height was determined by GEOID03.
 DL1237
 DL1237.The dynamic height is computed by dividing the NAVD 88
 DL1237.geopotential number by the normal gravity value computed on the
 DL1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1237.degrees latitude (g = 980.6199 gals.).
 DL1237
 DL1237.The modeled gravity was interpolated from observed gravity values.
 DL1237
 DL1237;                    North         East    Units  Estimated Accuracy
 DL1237;SPC LA N     -   278,660.      908,860.      MT  (+/- 180 meters Scaled)
 DL1237
 DL1237                          SUPERSEDED SURVEY CONTROL
 DL1237
 DL1237  NGVD 29 (??/??/92)   83.09   (m)          272.6    (f) COMPUTED    2 2
 DL1237
 DL1237.Superseded values are not recommended for survey control.
 DL1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1237.See file dsdata.txt to determine how the superseded data were derived.
 DL1237
 DL1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS556524(NAD 83)
 DL1237_MARKER: DD = SURVEY DISK
 DL1237_SETTING: 0 = UNSPECIFIED SETTING
 DL1237_STAMPING: 60V21 1969
 DL1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1237
 DL1237  HISTORY     - Date     Condition        Report By
 DL1237  HISTORY     - 1969     MONUMENTED       LADTD
 DL1237  HISTORY     - 1973     GOOD             LADTD
 DL1237
 DL1237                          STATION DESCRIPTION
 DL1237
 DL1237'DESCRIBED BY LA TRANSP AND DEV 1973
 DL1237'0.9 MI W FROM SPRINGHILL.
 DL1237'LOCATED 0.9 MILES WEST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 DL1237'OFFICE IN SPRINGHILL AND THE MARK ON THE RIGHT.  IT IS 127 FEET
 DL1237'NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  33 FEET
 DL1237'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME RESIDENCE.  50 FEET
 DL1237'NORTHEAST OF A 36 INCH OAK TREE.  4 FEET EAST OF A SERVICE POWER POLE
 DL1237'AND TELEPHONE POLE.  58 FEET NORTHWEST OF A 42 INCH OAK TREE.  28 FEET
 DL1237'WEST OF A 24 INCH PECAN TREE.  IT IS 3 FEET EAST OF A METAL WITNESS
 DL1237'POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1238 ***********************************************************************
 DL1238  DESIGNATION -  60 V 22
 DL1238  PID         -  DL1238
 DL1238  STATE/COUNTY-  LA/WEBSTER
 DL1238  USGS QUAD   -  TAYLOR (1978)
 DL1238
 DL1238                         *CURRENT SURVEY CONTROL
 DL1238  ___________________________________________________________________
 DL1238* NAD 83(1986)-  33 00 20.     (N)    093 28 01.     (W)     SCALED    
 DL1238* NAVD 88     -        87.681  (meters)     287.67   (feet)  ADJUSTED  
 DL1238  ___________________________________________________________________
 DL1238  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL1238  DYNAMIC HT  -          87.586 (meters)     287.36  (feet)  COMP
 DL1238  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 DL1238
 DL1238  VERT ORDER  -  SECOND    CLASS II
 DL1238
 DL1238.The horizontal coordinates were scaled from a topographic map and have
 DL1238.an estimated accuracy of +/- 6 seconds.
 DL1238
 DL1238.The orthometric height was determined by differential leveling
 DL1238.and adjusted by the National Geodetic Survey in June 1991..
 DL1238
 DL1238.The geoid height was determined by GEOID03.
 DL1238
 DL1238.The dynamic height is computed by dividing the NAVD 88
 DL1238.geopotential number by the normal gravity value computed on the
 DL1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1238.degrees latitude (g = 980.6199 gals.).
 DL1238
 DL1238.The modeled gravity was interpolated from observed gravity values.
 DL1238
 DL1238;                    North         East    Units  Estimated Accuracy
 DL1238;SPC LA N     -   278,230.      909,630.      MT  (+/- 180 meters Scaled)
 DL1238
 DL1238                          SUPERSEDED SURVEY CONTROL
 DL1238
 DL1238  NGVD 29 (??/??/92)   87.74   (m)          287.9    (f) COMPUTED    2 2
 DL1238
 DL1238.Superseded values are not recommended for survey control.
 DL1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1238.See file dsdata.txt to determine how the superseded data were derived.
 DL1238
 DL1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS563520(NAD 83)
 DL1238_MARKER: DD = SURVEY DISK
 DL1238_SETTING: 0 = UNSPECIFIED SETTING
 DL1238_STAMPING: 60V22 1969
 DL1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1238
 DL1238  HISTORY     - Date     Condition        Report By
 DL1238  HISTORY     - 1969     MONUMENTED       LADTD
 DL1238  HISTORY     - 1973     GOOD             LADTD
 DL1238
 DL1238                          STATION DESCRIPTION
 DL1238
 DL1238'DESCRIBED BY LA TRANSP AND DEV 1973
 DL1238'0.3 MI W FROM SPRINGHILL.
 DL1238'LOCATED 0.3 MILES WEST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 DL1238'OFFICE IN SPRINGHILL AND THE MARK ON THE LEFT.  IT IS 74 FEET SOUTH OF
 DL1238'THE CENTERLINE OF LOUISIANA HIGHWAY 157.  79 FEET EAST OF THE
 DL1238'CENTERLINE OF LOUISIANA HIGHWAY 7.  3 FEET NORTHEAST OF THE WEST LEG
 DL1238'OF THE SPRINGHILL WATER TOWER.  44 FEET WEST OF THE NORTHWEST CORNER
 DL1238'OF BRICK BUILDING.  36 FEET SOUTHEAST OF A SERVICE POWER POLE.  IT IS
 DL1238'2 FEET SOUTH OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1239 ***********************************************************************
 DL1239  DESIGNATION -  60 V 23
 DL1239  PID         -  DL1239
 DL1239  STATE/COUNTY-  LA/WEBSTER
 DL1239  USGS QUAD   -  TAYLOR (1978)
 DL1239
 DL1239                         *CURRENT SURVEY CONTROL
 DL1239  ___________________________________________________________________
 DL1239* NAD 83(1986)-  33 00 05.     (N)    093 27 16.     (W)     SCALED    
 DL1239* NAVD 88     -        71.323  (meters)     234.00   (feet)  ADJUSTED  
 DL1239  ___________________________________________________________________
 DL1239  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL1239  DYNAMIC HT  -          71.245 (meters)     233.74  (feet)  COMP
 DL1239  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 DL1239
 DL1239  VERT ORDER  -  SECOND    CLASS II
 DL1239
 DL1239.The horizontal coordinates were scaled from a topographic map and have
 DL1239.an estimated accuracy of +/- 6 seconds.
 DL1239
 DL1239.The orthometric height was determined by differential leveling
 DL1239.and adjusted by the National Geodetic Survey in June 1991..
 DL1239
 DL1239.The geoid height was determined by GEOID03.
 DL1239
 DL1239.The dynamic height is computed by dividing the NAVD 88
 DL1239.geopotential number by the normal gravity value computed on the
 DL1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1239.degrees latitude (g = 980.6199 gals.).
 DL1239
 DL1239.The modeled gravity was interpolated from observed gravity values.
 DL1239
 DL1239;                    North         East    Units  Estimated Accuracy
 DL1239;SPC LA N     -   277,750.      910,800.      MT  (+/- 180 meters Scaled)
 DL1239
 DL1239                          SUPERSEDED SURVEY CONTROL
 DL1239
 DL1239  NGVD 29 (??/??/92)   71.38   (m)          234.2    (f) COMPUTED    2 2
 DL1239
 DL1239.Superseded values are not recommended for survey control.
 DL1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1239.See file dsdata.txt to determine how the superseded data were derived.
 DL1239
 DL1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS575515(NAD 83)
 DL1239_MARKER: DD = SURVEY DISK
 DL1239_SETTING: 0 = UNSPECIFIED SETTING
 DL1239_STAMPING: 60V23 1969
 DL1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1239
 DL1239  HISTORY     - Date     Condition        Report By
 DL1239  HISTORY     - 1969     MONUMENTED       LADTD
 DL1239  HISTORY     - 1973     GOOD             LADTD
 DL1239
 DL1239                          STATION DESCRIPTION
 DL1239
 DL1239'DESCRIBED BY LA TRANSP AND DEV 1973
 DL1239'0.7 MI E FROM SPRINGHILL.
 DL1239'LOCATED 0.7 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 DL1239'OFFICE IN SPRINGHILL AND THE MARK ON THE LEFT.  IT IS 106 FEET NORTH
 DL1239'OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  ONE FOOT EAST OF A
 DL1239'CYCLONE YARD FENCE.  2 FEET SOUTH OF A TELEPHONE POLE.  82 FEET NORTH
 DL1239'OF A POWER POLE.  22 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 DL1239'CINDER BLOCK RESIDENCE.  140 FEET SOUTH OF THE CENTERLINE OF BAKER
 DL1239'STREET.  IT IS ONE FOOT SOUTH OF A METAL WITNESS POST AND FLUSH WITH
 DL1239'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2392 ***********************************************************************
 CQ2392  DESIGNATION -  60 V 24
 CQ2392  PID         -  CQ2392
 CQ2392  STATE/COUNTY-  LA/WEBSTER
 CQ2392  USGS QUAD   -  CULLEN (1981)
 CQ2392
 CQ2392                         *CURRENT SURVEY CONTROL
 CQ2392  ___________________________________________________________________
 CQ2392* NAD 83(1986)-  32 59 57.     (N)    093 26 20.     (W)     SCALED    
 CQ2392* NAVD 88     -        75.970  (meters)     249.24   (feet)  ADJUSTED  
 CQ2392  ___________________________________________________________________
 CQ2392  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ2392  DYNAMIC HT  -          75.888 (meters)     248.98  (feet)  COMP
 CQ2392  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 CQ2392
 CQ2392  VERT ORDER  -  SECOND    CLASS II
 CQ2392
 CQ2392.The horizontal coordinates were scaled from a topographic map and have
 CQ2392.an estimated accuracy of +/- 6 seconds.
 CQ2392
 CQ2392.The orthometric height was determined by differential leveling
 CQ2392.and adjusted by the National Geodetic Survey in June 1991..
 CQ2392
 CQ2392.The geoid height was determined by GEOID03.
 CQ2392
 CQ2392.The dynamic height is computed by dividing the NAVD 88
 CQ2392.geopotential number by the normal gravity value computed on the
 CQ2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2392.degrees latitude (g = 980.6199 gals.).
 CQ2392
 CQ2392.The modeled gravity was interpolated from observed gravity values.
 CQ2392
 CQ2392;                    North         East    Units  Estimated Accuracy
 CQ2392;SPC LA N     -   277,490.      912,250.      MT  (+/- 180 meters Scaled)
 CQ2392
 CQ2392                          SUPERSEDED SURVEY CONTROL
 CQ2392
 CQ2392  NGVD 29 (??/??/??)   76.032  (m)          249.45   (f) ADJUSTED    2 2
 CQ2392
 CQ2392.Superseded values are not recommended for survey control.
 CQ2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2392.See file dsdata.txt to determine how the superseded data were derived.
 CQ2392
 CQ2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS590512(NAD 83)
 CQ2392_MARKER: DD = SURVEY DISK
 CQ2392_SETTING: 0 = UNSPECIFIED SETTING
 CQ2392_STAMPING: 60V24 1969
 CQ2392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2392
 CQ2392  HISTORY     - Date     Condition        Report By
 CQ2392  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2392  HISTORY     - 1973     GOOD             LADTD
 CQ2392  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ2392
 CQ2392                          STATION DESCRIPTION
 CQ2392
 CQ2392'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2392'1.5 MI E FROM SPRINGHILL.
 CQ2392'LOCATED 1.5 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2392'OFFICE IN SPRINGHILL TO THE MARK ON THE LEFT.  IT IS 193 FEET NORTH OF
 CQ2392'THE CENTERLINE OF LOUISIANA HIGHWAY 157.  22 FEET NORTHWEST OF THE
 CQ2392'NORTHEAST CORNER OF A YELLOW FRAME SHOP BUILDING.  21 FEET NORTHEAST
 CQ2392'OF THE NORTHWEST CORNER OF THE SAME SHOP BUILDING.  49 FEET SOUTHWEST
 CQ2392'OF TWIN 10 INCH GUM TREE.  58 FEET SOUTH OF A 10 INCH PINE TREE.  IT
 CQ2392'IS 2 FEET SOUTH OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2392
 CQ2392                          STATION RECOVERY (2002)
 CQ2392
 CQ2392'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ2392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2393 ***********************************************************************
 CQ2393  DESIGNATION -  60 V 25
 CQ2393  PID         -  CQ2393
 CQ2393  STATE/COUNTY-  LA/WEBSTER
 CQ2393  USGS QUAD   -  CULLEN (1981)
 CQ2393
 CQ2393                         *CURRENT SURVEY CONTROL
 CQ2393  ___________________________________________________________________
 CQ2393* NAD 83(1986)-  32 59 47.     (N)    093 25 19.     (W)     SCALED    
 CQ2393* NAVD 88     -        66.959  (meters)     219.68   (feet)  ADJUSTED  
 CQ2393  ___________________________________________________________________
 CQ2393  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ2393  DYNAMIC HT  -          66.886 (meters)     219.44  (feet)  COMP
 CQ2393  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 CQ2393
 CQ2393  VERT ORDER  -  SECOND    CLASS II
 CQ2393
 CQ2393.The horizontal coordinates were scaled from a topographic map and have
 CQ2393.an estimated accuracy of +/- 6 seconds.
 CQ2393
 CQ2393.The orthometric height was determined by differential leveling
 CQ2393.and adjusted by the National Geodetic Survey in June 1991..
 CQ2393
 CQ2393.The geoid height was determined by GEOID03.
 CQ2393
 CQ2393.The dynamic height is computed by dividing the NAVD 88
 CQ2393.geopotential number by the normal gravity value computed on the
 CQ2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2393.degrees latitude (g = 980.6199 gals.).
 CQ2393
 CQ2393.The modeled gravity was interpolated from observed gravity values.
 CQ2393
 CQ2393;                    North         East    Units  Estimated Accuracy
 CQ2393;SPC LA N     -   277,170.      913,830.      MT  (+/- 180 meters Scaled)
 CQ2393
 CQ2393                          SUPERSEDED SURVEY CONTROL
 CQ2393
 CQ2393  NGVD 29 (??/??/??)   67.021  (m)          219.88   (f) ADJUSTED    2 2
 CQ2393
 CQ2393.Superseded values are not recommended for survey control.
 CQ2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2393.See file dsdata.txt to determine how the superseded data were derived.
 CQ2393
 CQ2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS605509(NAD 83)
 CQ2393_MARKER: DD = SURVEY DISK
 CQ2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2393_STAMPING: 60V25 1969
 CQ2393_MARK LOGO: LADH  
 CQ2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2393+STABILITY: SURFACE MOTION
 CQ2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2393+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1995
 CQ2393
 CQ2393  HISTORY     - Date     Condition        Report By
 CQ2393  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2393  HISTORY     - 1973     GOOD             LADTD
 CQ2393  HISTORY     - 19950606 GOOD             LADTD
 CQ2393  HISTORY     - 20021012 POOR             USPSQD
 CQ2393
 CQ2393                          STATION DESCRIPTION
 CQ2393
 CQ2393'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2393'2.6 MI E FROM SPRINGHILL.
 CQ2393'LOCATED 2.6 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2393'OFFICE IN SPRINGHILL TO THE MARK ON THE RIGHT.  IT IS 153 FEET SOUTH
 CQ2393'OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  ONE FOOT WEST OF A FENCE
 CQ2393'LEADING EAST AND WEST.  57 FEET SOUTHWEST OF A 24 INCH COTTONWOOD
 CQ2393'TREE.  99 FEET SOUTHWEST OF A 22 INCH PECAN TREE.  43 FEET WEST OF THE
 CQ2393'NORTHWEST CORNER OF A PORCH ON A WHITE WOOD FRAME RESIDENCE.  IT IS 2
 CQ2393'FEET NORTH OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2393
 CQ2393                          STATION RECOVERY (1995)
 CQ2393
 CQ2393'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ2393'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF SPRINGHILL, 5.5
 CQ2393'MI (8.9 KM) NORTH-NORTHEAST OF SAREPTA AND 7.0 MI (11.3 KM) NORTHWEST
 CQ2393'OF SHONGALOO.  OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE
 CQ2393'JUNCTION OF STATE HIGHWAYS 7 AND 157 IN SPRINGHILL, GO EAST FOR 3.0 MI
 CQ2393'(4.8 KM) ON HIGHWAY 157 TO THE STATION SET ON THE RIGHT AT A WHITE
 CQ2393'FRAME HOUSE. THE STATION IS 153.0 FT (46.6 M) SOUTHWEST FROM THE
 CQ2393'CENTER OF THE HIGHWAY, 57.5 FT (17.5 M) WEST-SOUTHWEST FROM A 36-INCH
 CQ2393'SYCMORE TREE, 43.0 FT (13.1 M) NORTHWEST FROM THE NORTHWEST CORNER OF
 CQ2393'THE HOUSE, 3.0 FT (0.9 M) NORTHWEST FROM A 4-STRAND BARBED WIRE FENCE,
 CQ2393'1.5 FT (0.5 M) NORTH-NORTHEAST FROM A METAL WITNESS POST WITH SIGN
 CQ2393'ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 6.0 FT (1.8 M) ABOVE
 CQ2393'THE LEVEL OF THE HIGHWAY.
 CQ2393
 CQ2393                          STATION RECOVERY (2002)
 CQ2393
 CQ2393'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ2393'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2394 ***********************************************************************
 CQ2394  DESIGNATION -  60 V 26
 CQ2394  PID         -  CQ2394
 CQ2394  STATE/COUNTY-  LA/WEBSTER
 CQ2394  USGS QUAD   -  CULLEN (1981)
 CQ2394
 CQ2394                         *CURRENT SURVEY CONTROL
 CQ2394  ___________________________________________________________________
 CQ2394* NAD 83(1986)-  32 59 42.     (N)    093 24 28.     (W)     SCALED    
 CQ2394* NAVD 88     -        60.370  (meters)     198.06   (feet)  ADJUSTED  
 CQ2394  ___________________________________________________________________
 CQ2394  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ2394  DYNAMIC HT  -          60.305 (meters)     197.85  (feet)  COMP
 CQ2394  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 CQ2394
 CQ2394  VERT ORDER  -  SECOND    CLASS II
 CQ2394
 CQ2394.The horizontal coordinates were scaled from a topographic map and have
 CQ2394.an estimated accuracy of +/- 6 seconds.
 CQ2394
 CQ2394.The orthometric height was determined by differential leveling
 CQ2394.and adjusted by the National Geodetic Survey in June 1991..
 CQ2394
 CQ2394.The geoid height was determined by GEOID03.
 CQ2394
 CQ2394.The dynamic height is computed by dividing the NAVD 88
 CQ2394.geopotential number by the normal gravity value computed on the
 CQ2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2394.degrees latitude (g = 980.6199 gals.).
 CQ2394
 CQ2394.The modeled gravity was interpolated from observed gravity values.
 CQ2394
 CQ2394;                    North         East    Units  Estimated Accuracy
 CQ2394;SPC LA N     -   277,010.      915,150.      MT  (+/- 180 meters Scaled)
 CQ2394
 CQ2394                          SUPERSEDED SURVEY CONTROL
 CQ2394
 CQ2394  NGVD 29 (??/??/??)   60.433  (m)          198.27   (f) ADJUSTED    2 2
 CQ2394
 CQ2394.Superseded values are not recommended for survey control.
 CQ2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2394.See file dsdata.txt to determine how the superseded data were derived.
 CQ2394
 CQ2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS619508(NAD 83)
 CQ2394_MARKER: DD = SURVEY DISK
 CQ2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2394_STAMPING: 60V26 1969
 CQ2394_MARK LOGO: LADH  
 CQ2394_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2394+STABILITY: SURFACE MOTION
 CQ2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2394+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1995
 CQ2394
 CQ2394  HISTORY     - Date     Condition        Report By
 CQ2394  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2394  HISTORY     - 1976     GOOD             LADTD
 CQ2394  HISTORY     - 19950606 GOOD             LADTD
 CQ2394  HISTORY     - 20021012 GOOD             USPSQD
 CQ2394
 CQ2394                          STATION DESCRIPTION
 CQ2394
 CQ2394'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2394'3.5 MI E FROM SPRINGHILL.
 CQ2394'LOCATED 3.5 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2394'OFFICE IN SPRINGHILL AND THE MARK ON THE LEFT.  IT IS 147 FEET NORTH
 CQ2394'OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  67 FEET NORTHEAST OF A 28
 CQ2394'INCH HICKORY TREE.  13 FEET EAST OF THE CENTERLINE OF A GRAVELED
 CQ2394'DRIVEWAY LEADING NORTH TO A RESIDENCE.  3 FEET WEST OF A FENCE LEADING
 CQ2394'NORTH.  IT IS 2 FEET SOUTHEAST OF A METAL WITNESS POST AND FLUSH WITH
 CQ2394'THE GROUND.
 CQ2394
 CQ2394                          STATION RECOVERY (1995)
 CQ2394
 CQ2394'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ2394'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF SPRINGHILL, 5.5
 CQ2394'MI (8.9 KM) NORTH-NORTHEAST OF SAREPTA AND 6.0 MI (9.7 KM) NORTHWEST
 CQ2394'OF SHONGALOO.  OWNERSHIP--MR.  MILTON MODISETTE, 24736 HWY 157,
 CQ2394'SPRINGHILL, LA.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CQ2394'HIGHWAYS 7 AND 157 IN SPRINGHILL, GO EAST FOR 3.85 MI (6.20 KM) ON
 CQ2394'HIGHWAY 157 TO THE STATION SET ON THE LEFT AT A GRAVEL DRIVE LEADING
 CQ2394'NORTH INTO MR.  MODISETTES RESIDENCE.  THE STATION IS 148.0 FT (45.1
 CQ2394'M) NORTH FROM THE CENTER OF THE HIGHWAY.  12.0 FT (3.7 M) EAST FROM
 CQ2394'THE CENTER OF THE DRIVE, 3.0 FT (0.9 M) WEST FROM A 5-STRAND BARBED
 CQ2394'WIRE FENCE, 2.5 FT (0.8 M) WEST FROM A METAL WITNESS POST WITH SIGN
 CQ2394'ATTACHED, RECESSED 1-INCH BELOW THE GROUND SURFACE AND ABOUT LEVEL
 CQ2394'WITH THE HIGHWAY.
 CQ2394
 CQ2394                          STATION RECOVERY (2002)
 CQ2394
 CQ2394'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ2394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2395 ***********************************************************************
 CQ2395  DESIGNATION -  60 V 27
 CQ2395  PID         -  CQ2395
 CQ2395  STATE/COUNTY-  LA/WEBSTER
 CQ2395  USGS QUAD   -  CULLEN (1981)
 CQ2395
 CQ2395                         *CURRENT SURVEY CONTROL
 CQ2395  ___________________________________________________________________
 CQ2395* NAD 83(1986)-  32 59 39.     (N)    093 23 29.     (W)     SCALED    
 CQ2395* NAVD 88     -        79.301  (meters)     260.17   (feet)  ADJUSTED  
 CQ2395  ___________________________________________________________________
 CQ2395  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2395  DYNAMIC HT  -          79.215 (meters)     259.89  (feet)  COMP
 CQ2395  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 CQ2395
 CQ2395  VERT ORDER  -  SECOND    CLASS II
 CQ2395
 CQ2395.The horizontal coordinates were scaled from a topographic map and have
 CQ2395.an estimated accuracy of +/- 6 seconds.
 CQ2395
 CQ2395.The orthometric height was determined by differential leveling
 CQ2395.and adjusted by the National Geodetic Survey in June 1991..
 CQ2395
 CQ2395.The geoid height was determined by GEOID03.
 CQ2395
 CQ2395.The dynamic height is computed by dividing the NAVD 88
 CQ2395.geopotential number by the normal gravity value computed on the
 CQ2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2395.degrees latitude (g = 980.6199 gals.).
 CQ2395
 CQ2395.The modeled gravity was interpolated from observed gravity values.
 CQ2395
 CQ2395;                    North         East    Units  Estimated Accuracy
 CQ2395;SPC LA N     -   276,900.      916,690.      MT  (+/- 180 meters Scaled)
 CQ2395
 CQ2395                          SUPERSEDED SURVEY CONTROL
 CQ2395
 CQ2395  NGVD 29 (??/??/??)   79.363  (m)          260.38   (f) ADJUSTED    2 2
 CQ2395
 CQ2395.Superseded values are not recommended for survey control.
 CQ2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2395.See file dsdata.txt to determine how the superseded data were derived.
 CQ2395
 CQ2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS634507(NAD 83)
 CQ2395_MARKER: DD = SURVEY DISK
 CQ2395_SETTING: 0 = UNSPECIFIED SETTING
 CQ2395_STAMPING: 60V27 1969
 CQ2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2395
 CQ2395  HISTORY     - Date     Condition        Report By
 CQ2395  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2395  HISTORY     - 1976     GOOD             LADTD
 CQ2395  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ2395
 CQ2395                          STATION DESCRIPTION
 CQ2395
 CQ2395'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2395'4.4 MI E FROM SPRINGHILL.
 CQ2395'LOCATED 4.4 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2395'OFFICE IN SPRINGHILL TO THE MARK ON THE LEFT.  IT IS 139 FEET NORTH OF
 CQ2395'THE CENTERLINE OF LOUISIANA HIGHWAY 157.  87 FEET NORTHWEST OF THE
 CQ2395'NORTHWEST CORNER OF A BRICK SHOP BUILDING.  70 FEET NORTHEAST OF A 30
 CQ2395'INCH WATER WELL.  46 FEET NORTHWEST OF A 30 INCH WATER WELL.  7 FEET
 CQ2395'WEST OF A 30 INCH OAK TREE.  IT IS 2 FEET SOUTH OF A METAL WITNESS
 CQ2395'POST AND PROJECTING 1 FOOT ABOVE THE GROUND.
 CQ2395
 CQ2395                          STATION RECOVERY (2002)
 CQ2395
 CQ2395'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ2395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2396 ***********************************************************************
 CQ2396  DESIGNATION -  60 V 28
 CQ2396  PID         -  CQ2396
 CQ2396  STATE/COUNTY-  LA/WEBSTER
 CQ2396  USGS QUAD   -  CULLEN (1981)
 CQ2396
 CQ2396                         *CURRENT SURVEY CONTROL
 CQ2396  ___________________________________________________________________
 CQ2396* NAD 83(1986)-  32 59 07.     (N)    093 22 36.     (W)     SCALED    
 CQ2396* NAVD 88     -        68.858  (meters)     225.91   (feet)  ADJUSTED  
 CQ2396  ___________________________________________________________________
 CQ2396  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ2396  DYNAMIC HT  -          68.783 (meters)     225.67  (feet)  COMP
 CQ2396  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 CQ2396
 CQ2396  VERT ORDER  -  SECOND    CLASS II
 CQ2396
 CQ2396.The horizontal coordinates were scaled from a topographic map and have
 CQ2396.an estimated accuracy of +/- 6 seconds.
 CQ2396
 CQ2396.The orthometric height was determined by differential leveling
 CQ2396.and adjusted by the National Geodetic Survey in June 1991..
 CQ2396
 CQ2396.The geoid height was determined by GEOID03.
 CQ2396
 CQ2396.The dynamic height is computed by dividing the NAVD 88
 CQ2396.geopotential number by the normal gravity value computed on the
 CQ2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2396.degrees latitude (g = 980.6199 gals.).
 CQ2396
 CQ2396.The modeled gravity was interpolated from observed gravity values.
 CQ2396
 CQ2396;                    North         East    Units  Estimated Accuracy
 CQ2396;SPC LA N     -   275,900.      918,050.      MT  (+/- 180 meters Scaled)
 CQ2396
 CQ2396                          SUPERSEDED SURVEY CONTROL
 CQ2396
 CQ2396  NGVD 29 (??/??/??)   68.920  (m)          226.12   (f) ADJUSTED    2 2
 CQ2396
 CQ2396.Superseded values are not recommended for survey control.
 CQ2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2396.See file dsdata.txt to determine how the superseded data were derived.
 CQ2396
 CQ2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS648497(NAD 83)
 CQ2396_MARKER: DD = SURVEY DISK
 CQ2396_SETTING: 0 = UNSPECIFIED SETTING
 CQ2396_STAMPING: 60V28 1969
 CQ2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2396
 CQ2396  HISTORY     - Date     Condition        Report By
 CQ2396  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2396  HISTORY     - 1976     GOOD             LADTD
 CQ2396  HISTORY     - 20021012 GOOD             USPSQD
 CQ2396
 CQ2396                          STATION DESCRIPTION
 CQ2396
 CQ2396'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2396'5.4 MI E FROM SPRINGHILL.
 CQ2396'LOCATED 5.4 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2396'OFFICE IN SPRINGHILL TO THE MARK ON THE RIGHT.  IT IS 173 FEET
 CQ2396'SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  3 FEET
 CQ2396'NORTHWEST OF A FENCE LEADING SOUTHWEST.  107 FEET NORTH OF THE
 CQ2396'NORTHWEST CORNER OF A WOOD FRAME RESIDENCE.  29 FEET NORTHEAST OF A 12
 CQ2396'INCH PINE TREE.  10 FEET SOUTH OF A 10 INCH PINE TREE.  IT IS 2 FEET
 CQ2396'SOUTH OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2396
 CQ2396                          STATION RECOVERY (2002)
 CQ2396
 CQ2396'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ2396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2397 ***********************************************************************
 CQ2397  DESIGNATION -  60 V 29
 CQ2397  PID         -  CQ2397
 CQ2397  STATE/COUNTY-  LA/WEBSTER
 CQ2397  USGS QUAD   -  SHONGALOO (1981)
 CQ2397
 CQ2397                         *CURRENT SURVEY CONTROL
 CQ2397  ___________________________________________________________________
 CQ2397* NAD 83(1986)-  32 58 45.     (N)    093 22 04.     (W)     SCALED    
 CQ2397* NAVD 88     -        58.394  (meters)     191.58   (feet)  ADJUSTED  
 CQ2397  ___________________________________________________________________
 CQ2397  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ2397  DYNAMIC HT  -          58.330 (meters)     191.37  (feet)  COMP
 CQ2397  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 CQ2397
 CQ2397  VERT ORDER  -  SECOND    CLASS II
 CQ2397
 CQ2397.The horizontal coordinates were scaled from a topographic map and have
 CQ2397.an estimated accuracy of +/- 6 seconds.
 CQ2397
 CQ2397.The orthometric height was determined by differential leveling
 CQ2397.and adjusted by the National Geodetic Survey in June 1991..
 CQ2397
 CQ2397.The geoid height was determined by GEOID03.
 CQ2397
 CQ2397.The dynamic height is computed by dividing the NAVD 88
 CQ2397.geopotential number by the normal gravity value computed on the
 CQ2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2397.degrees latitude (g = 980.6199 gals.).
 CQ2397
 CQ2397.The modeled gravity was interpolated from observed gravity values.
 CQ2397
 CQ2397;                    North         East    Units  Estimated Accuracy
 CQ2397;SPC LA N     -   275,220.      918,880.      MT  (+/- 180 meters Scaled)
 CQ2397
 CQ2397                          SUPERSEDED SURVEY CONTROL
 CQ2397
 CQ2397  NGVD 29 (??/??/??)   58.456  (m)          191.78   (f) ADJUSTED    2 2
 CQ2397
 CQ2397.Superseded values are not recommended for survey control.
 CQ2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2397.See file dsdata.txt to determine how the superseded data were derived.
 CQ2397
 CQ2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS656490(NAD 83)
 CQ2397_MARKER: DD = SURVEY DISK
 CQ2397_SETTING: 0 = UNSPECIFIED SETTING
 CQ2397_STAMPING: 60V29 1969
 CQ2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2397
 CQ2397  HISTORY     - Date     Condition        Report By
 CQ2397  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2397  HISTORY     - 1976     GOOD             LADTD
 CQ2397
 CQ2397                          STATION DESCRIPTION
 CQ2397
 CQ2397'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2397'6.1 MI E FROM SPRINGHILL.
 CQ2397'LOCATED 6.1 MILES EAST ALONG LOUISIANA 157 FROM THE POST OFFICE IN
 CQ2397'SPRINGHILL TO THE MARK ON THE RIGHT.  IT IS 114 FEET SOUTHWEST OF THE
 CQ2397'CENTERLINE OF LOUISIANA HIGHWAY 157.  20 FEET WEST OF A 30 INCH PINE
 CQ2397'TREE.  ONE FOOT SOUTHWEST OF A YARD FENCE.  22 FEET NORTHEAST OF THE
 CQ2397'NORTHEAST CORNER OF A WHITE FRAME RESIDENCE.  74 FEET SOUTH OF THE
 CQ2397'EAST END OF A 12 INCH CULVERT UNDER DRIVEWAY LEADING TO SAID WHITE
 CQ2397'FRAME RESIDENCE.  IT IS 2 FEET EAST OF A METAL WITNESS POST AND FLUSH
 CQ2397'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1361 ***********************************************************************
 CQ1361  DESIGNATION -  60 V 3
 CQ1361  PID         -  CQ1361
 CQ1361  STATE/COUNTY-  LA/WEBSTER
 CQ1361  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1361
 CQ1361                         *CURRENT SURVEY CONTROL
 CQ1361  ___________________________________________________________________
 CQ1361* NAD 83(1986)-  32 50 00.     (N)    093 25 43.     (W)     SCALED    
 CQ1361* NAVD 88     -        71.306  (meters)     233.94   (feet)  ADJUSTED  
 CQ1361  ___________________________________________________________________
 CQ1361  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ1361  DYNAMIC HT  -          71.228 (meters)     233.69  (feet)  COMP
 CQ1361  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 CQ1361
 CQ1361  VERT ORDER  -  SECOND    CLASS 0
 CQ1361
 CQ1361.The horizontal coordinates were scaled from a topographic map and have
 CQ1361.an estimated accuracy of +/- 6 seconds.
 CQ1361
 CQ1361.The orthometric height was determined by differential leveling
 CQ1361.and adjusted by the National Geodetic Survey in June 1991..
 CQ1361
 CQ1361.The geoid height was determined by GEOID03.
 CQ1361
 CQ1361.The dynamic height is computed by dividing the NAVD 88
 CQ1361.geopotential number by the normal gravity value computed on the
 CQ1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1361.degrees latitude (g = 980.6199 gals.).
 CQ1361
 CQ1361.The modeled gravity was interpolated from observed gravity values.
 CQ1361
 CQ1361;                    North         East    Units  Estimated Accuracy
 CQ1361;SPC LA N     -   259,090.      913,050.      MT  (+/- 180 meters Scaled)
 CQ1361
 CQ1361                          SUPERSEDED SURVEY CONTROL
 CQ1361
 CQ1361  NGVD 29 (??/??/??)   71.369  (m)          234.15   (f) ADJUSTED    2 0
 CQ1361
 CQ1361.Superseded values are not recommended for survey control.
 CQ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1361.See file dsdata.txt to determine how the superseded data were derived.
 CQ1361
 CQ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS598328(NAD 83)
 CQ1361_MARKER: DD = SURVEY DISK
 CQ1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1361_STAMPING: 60V3 1968
 CQ1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1361+STABILITY: SURFACE MOTION
 CQ1361
 CQ1361  HISTORY     - Date     Condition        Report By
 CQ1361  HISTORY     - 1968     MONUMENTED       LADH
 CQ1361  HISTORY     - 1969     GOOD             LADH
 CQ1361
 CQ1361                          STATION DESCRIPTION
 CQ1361
 CQ1361'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1361'0.9 MI N FROM COTTON VALLEY.
 CQ1361'ABOUT 0.9 MILES NORTH ALONG LOUISIANA HIGHWAY 7 FROM JUNCTION OF
 CQ1361'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 7 IN COTTON VALLEY.  IT IS
 CQ1361'110 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 7, 260 FEET NORTHWEST
 CQ1361'FROM NORTHWEST CORNER OF BRICK RESIDENCE OF G. GUILLORY, 31 FEET EAST
 CQ1361'FROM LARGE BLACK GUM TREE FORKED NEAR GROUND, 1 FOOT SOUTH OF
 CQ1361'EAST-WEST FENCE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CQ1361'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF
 CQ1361'THE MARK.  SECTION 7, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2398 ***********************************************************************
 CQ2398  DESIGNATION -  60 V 30
 CQ2398  PID         -  CQ2398
 CQ2398  STATE/COUNTY-  LA/WEBSTER
 CQ2398  USGS QUAD   -  SHONGALOO (1981)
 CQ2398
 CQ2398                         *CURRENT SURVEY CONTROL
 CQ2398  ___________________________________________________________________
 CQ2398* NAD 83(1986)-  32 58 17.     (N)    093 21 04.     (W)     SCALED    
 CQ2398* NAVD 88     -        90.381  (meters)     296.52   (feet)  ADJUSTED  
 CQ2398  ___________________________________________________________________
 CQ2398  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ2398  DYNAMIC HT  -          90.282 (meters)     296.20  (feet)  COMP
 CQ2398  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 CQ2398
 CQ2398  VERT ORDER  -  SECOND    CLASS II
 CQ2398
 CQ2398.The horizontal coordinates were scaled from a topographic map and have
 CQ2398.an estimated accuracy of +/- 6 seconds.
 CQ2398
 CQ2398.The orthometric height was determined by differential leveling
 CQ2398.and adjusted by the National Geodetic Survey in June 1991..
 CQ2398
 CQ2398.The geoid height was determined by GEOID03.
 CQ2398
 CQ2398.The dynamic height is computed by dividing the NAVD 88
 CQ2398.geopotential number by the normal gravity value computed on the
 CQ2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2398.degrees latitude (g = 980.6199 gals.).
 CQ2398
 CQ2398.The modeled gravity was interpolated from observed gravity values.
 CQ2398
 CQ2398;                    North         East    Units  Estimated Accuracy
 CQ2398;SPC LA N     -   274,350.      920,430.      MT  (+/- 180 meters Scaled)
 CQ2398
 CQ2398                          SUPERSEDED SURVEY CONTROL
 CQ2398
 CQ2398  NGVD 29 (??/??/??)   90.442  (m)          296.73   (f) ADJUSTED    2 2
 CQ2398
 CQ2398.Superseded values are not recommended for survey control.
 CQ2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2398.See file dsdata.txt to determine how the superseded data were derived.
 CQ2398
 CQ2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS671481(NAD 83)
 CQ2398_MARKER: DD = SURVEY DISK
 CQ2398_SETTING: 0 = UNSPECIFIED SETTING
 CQ2398_STAMPING: 60V30 1969
 CQ2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2398
 CQ2398  HISTORY     - Date     Condition        Report By
 CQ2398  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2398  HISTORY     - 1976     GOOD             LADTD
 CQ2398
 CQ2398                          STATION DESCRIPTION
 CQ2398
 CQ2398'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2398'7.2 MI E FROM SPRINGHILL.
 CQ2398'LOCATED 7.2 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2398'OFFICE IN SPRINGHILL TO THE MARK ON THE LEFT.  IT IS 134 FEET NORTH OF
 CQ2398'THE CENTERLINE OF LOUISIANA HIGHWAY 157.  22 FEET NORTHEAST OF A 18
 CQ2398'INCH PINE TREE.  68 FEET SOUTHEAST OF A 20 INCH PINE TREE.  169 FEET
 CQ2398'SOUTHEAST OF A FENCE CORNER.  43 FEET SOUTH OF A 6 INCH CATALPA TREE.
 CQ2398'40 FEET WEST OF A 8 INCH OAK TREE.  IT IS 2 FEET SOUTH OF A METAL
 CQ2398'WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2399 ***********************************************************************
 CQ2399  DESIGNATION -  60 V 31
 CQ2399  PID         -  CQ2399
 CQ2399  STATE/COUNTY-  LA/WEBSTER
 CQ2399  USGS QUAD   -  SHONGALOO (1981)
 CQ2399
 CQ2399                         *CURRENT SURVEY CONTROL
 CQ2399  ___________________________________________________________________
 CQ2399* NAD 83(1986)-  32 58 04.     (N)    093 20 06.     (W)     SCALED    
 CQ2399* NAVD 88     -        92.778  (meters)     304.39   (feet)  ADJUSTED  
 CQ2399  ___________________________________________________________________
 CQ2399  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2399  DYNAMIC HT  -          92.677 (meters)     304.06  (feet)  COMP
 CQ2399  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CQ2399
 CQ2399  VERT ORDER  -  SECOND    CLASS II
 CQ2399
 CQ2399.The horizontal coordinates were scaled from a topographic map and have
 CQ2399.an estimated accuracy of +/- 6 seconds.
 CQ2399
 CQ2399.The orthometric height was determined by differential leveling
 CQ2399.and adjusted by the National Geodetic Survey in June 1991..
 CQ2399
 CQ2399.The geoid height was determined by GEOID03.
 CQ2399
 CQ2399.The dynamic height is computed by dividing the NAVD 88
 CQ2399.geopotential number by the normal gravity value computed on the
 CQ2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2399.degrees latitude (g = 980.6199 gals.).
 CQ2399
 CQ2399.The modeled gravity was interpolated from observed gravity values.
 CQ2399
 CQ2399;                    North         East    Units  Estimated Accuracy
 CQ2399;SPC LA N     -   273,930.      921,930.      MT  (+/- 180 meters Scaled)
 CQ2399
 CQ2399                          SUPERSEDED SURVEY CONTROL
 CQ2399
 CQ2399  NGVD 29 (??/??/??)   92.839  (m)          304.59   (f) ADJUSTED    2 2
 CQ2399
 CQ2399.Superseded values are not recommended for survey control.
 CQ2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2399.See file dsdata.txt to determine how the superseded data were derived.
 CQ2399
 CQ2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS686477(NAD 83)
 CQ2399_MARKER: DD = SURVEY DISK
 CQ2399_SETTING: 0 = UNSPECIFIED SETTING
 CQ2399_STAMPING: 60V31 1969
 CQ2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2399
 CQ2399  HISTORY     - Date     Condition        Report By
 CQ2399  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2399  HISTORY     - 1976     GOOD             LADTD
 CQ2399
 CQ2399                          STATION DESCRIPTION
 CQ2399
 CQ2399'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2399'8.2 MI E FROM SPRINGHILL.
 CQ2399'LOCATED 8.2 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2399'OFFICE IN SPRINGHILL TO THE MARK ON THE RIGHT.  IT IS 118 FEET SOUTH
 CQ2399'OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  2 FEET WEST OF A FENCE
 CQ2399'LEADING SOUTH.  59 FEET NORTHEAST OF THE NORTHEAST CORNER OF RED BRICK
 CQ2399'RESIDENCE.  32 FEET NORTH OF A SERVICE POWER POLE.  74 FEET SOUTHEAST
 CQ2399'OF A 20 INCH PINE.  IT IS 1 FOOT WEST OF A METAL WITNESS POST AND
 CQ2399'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2400 ***********************************************************************
 CQ2400  DESIGNATION -  60 V 32
 CQ2400  PID         -  CQ2400
 CQ2400  STATE/COUNTY-  LA/WEBSTER
 CQ2400  USGS QUAD   -  SHONGALOO (1981)
 CQ2400
 CQ2400                         *CURRENT SURVEY CONTROL
 CQ2400  ___________________________________________________________________
 CQ2400* NAD 83(1986)-  32 58 00.     (N)    093 19 15.     (W)     SCALED    
 CQ2400* NAVD 88     -        94.016  (meters)     308.45   (feet)  ADJUSTED  
 CQ2400  ___________________________________________________________________
 CQ2400  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2400  DYNAMIC HT  -          93.914 (meters)     308.12  (feet)  COMP
 CQ2400  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 CQ2400
 CQ2400  VERT ORDER  -  SECOND    CLASS II
 CQ2400
 CQ2400.The horizontal coordinates were scaled from a topographic map and have
 CQ2400.an estimated accuracy of +/- 6 seconds.
 CQ2400
 CQ2400.The orthometric height was determined by differential leveling
 CQ2400.and adjusted by the National Geodetic Survey in June 1991..
 CQ2400
 CQ2400.The geoid height was determined by GEOID03.
 CQ2400
 CQ2400.The dynamic height is computed by dividing the NAVD 88
 CQ2400.geopotential number by the normal gravity value computed on the
 CQ2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2400.degrees latitude (g = 980.6199 gals.).
 CQ2400
 CQ2400.The modeled gravity was interpolated from observed gravity values.
 CQ2400
 CQ2400;                    North         East    Units  Estimated Accuracy
 CQ2400;SPC LA N     -   273,800.      923,260.      MT  (+/- 180 meters Scaled)
 CQ2400
 CQ2400                          SUPERSEDED SURVEY CONTROL
 CQ2400
 CQ2400  NGVD 29 (??/??/??)   94.077  (m)          308.65   (f) ADJUSTED    2 2
 CQ2400
 CQ2400.Superseded values are not recommended for survey control.
 CQ2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2400.See file dsdata.txt to determine how the superseded data were derived.
 CQ2400
 CQ2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS700476(NAD 83)
 CQ2400_MARKER: DD = SURVEY DISK
 CQ2400_SETTING: 0 = UNSPECIFIED SETTING
 CQ2400_STAMPING: 60V32 1969
 CQ2400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2400
 CQ2400  HISTORY     - Date     Condition        Report By
 CQ2400  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2400  HISTORY     - 1976     GOOD             LADTD
 CQ2400
 CQ2400                          STATION DESCRIPTION
 CQ2400
 CQ2400'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2400'9.1 MI E FROM SPRINGHILL.
 CQ2400'LOCATED 9.1 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2400'OFFICE IN SPRINGHILL TO THE MARK ON THE RIGHT.  IT IS 95 FEET SOUTH OF
 CQ2400'THE CENTERLINE OF LOUISIANA HIGHWAY 157.  54 FEET SOUTH OF A 12 INCH
 CQ2400'CONCRETE CORNER POST.  60 FEET SOUTHEAST OF A TELEPHONE POLE.  2 FEET
 CQ2400'EAST OF A FENCE LEADING SOUTH.  IT IS 1 FOOT EAST OF A METAL WITNESS
 CQ2400'POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2401 ***********************************************************************
 CQ2401  DESIGNATION -  60 V 33
 CQ2401  PID         -  CQ2401
 CQ2401  STATE/COUNTY-  LA/WEBSTER
 CQ2401  USGS QUAD   -  SHONGALOO (1981)
 CQ2401
 CQ2401                         *CURRENT SURVEY CONTROL
 CQ2401  ___________________________________________________________________
 CQ2401* NAD 83(1986)-  32 58 00.     (N)    093 17 33.     (W)     SCALED    
 CQ2401* NAVD 88     -        94.247  (meters)     309.21   (feet)  ADJUSTED  
 CQ2401  ___________________________________________________________________
 CQ2401  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2401  DYNAMIC HT  -          94.144 (meters)     308.87  (feet)  COMP
 CQ2401  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 CQ2401
 CQ2401  VERT ORDER  -  SECOND    CLASS II
 CQ2401
 CQ2401.The horizontal coordinates were scaled from a topographic map and have
 CQ2401.an estimated accuracy of +/- 6 seconds.
 CQ2401
 CQ2401.The orthometric height was determined by differential leveling
 CQ2401.and adjusted by the National Geodetic Survey in June 1991..
 CQ2401
 CQ2401.The geoid height was determined by GEOID03.
 CQ2401
 CQ2401.The dynamic height is computed by dividing the NAVD 88
 CQ2401.geopotential number by the normal gravity value computed on the
 CQ2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2401.degrees latitude (g = 980.6199 gals.).
 CQ2401
 CQ2401.The modeled gravity was interpolated from observed gravity values.
 CQ2401
 CQ2401;                    North         East    Units  Estimated Accuracy
 CQ2401;SPC LA N     -   273,780.      925,910.      MT  (+/- 180 meters Scaled)
 CQ2401
 CQ2401                          SUPERSEDED SURVEY CONTROL
 CQ2401
 CQ2401  NGVD 29 (??/??/??)   94.308  (m)          309.41   (f) ADJUSTED    2 2
 CQ2401
 CQ2401.Superseded values are not recommended for survey control.
 CQ2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2401.See file dsdata.txt to determine how the superseded data were derived.
 CQ2401
 CQ2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS726476(NAD 83)
 CQ2401_MARKER: DD = SURVEY DISK
 CQ2401_SETTING: 0 = UNSPECIFIED SETTING
 CQ2401_STAMPING: 60V33 1969
 CQ2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2401
 CQ2401  HISTORY     - Date     Condition        Report By
 CQ2401  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2401  HISTORY     - 1976     GOOD             LADTD
 CQ2401
 CQ2401                          STATION DESCRIPTION
 CQ2401
 CQ2401'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2401'10.0 MI W FROM HAYNESVILLE.
 CQ2401'ABOUT 0.7 MILES NORTH FROM THE POST OFFICE IN HAYNESVILLE TO THE
 CQ2401'JUNCTION OF LOUISIANA HIGHWAY 79 AND LOUISIANA HIGHWAY 615.  THENCE
 CQ2401'WEST ALONG LOUISIANA HIGHWAY 9.3 MILES TO THE MARK ON THE LEFT.  IT IS
 CQ2401'114 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 615.  3 FEET
 CQ2401'EAST OF A SERVICE POWER POLE.  43 FEET EAST OF THE NORTHEAST CORNER OF
 CQ2401'A WHITE FRAME RESIDENCE.  45 FEET NORTHEAST OF A 30 INCH PINE TREE. 12
 CQ2401'FEET EAST OF A YARD FENCE.  IT IS 2 FEET NORTH OF A METAL WITNESS POST
 CQ2401'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2346 ***********************************************************************
 CQ2346  DESIGNATION -  60 V 34
 CQ2346  PID         -  CQ2346
 CQ2346  STATE/COUNTY-  LA/WEBSTER
 CQ2346  USGS QUAD   -  SHONGALOO (1981)
 CQ2346
 CQ2346                         *CURRENT SURVEY CONTROL
 CQ2346  ___________________________________________________________________
 CQ2346* NAD 83(1986)-  32 58 15.     (N)    093 16 41.     (W)     SCALED    
 CQ2346* NAVD 88     -        95.082  (meters)     311.95   (feet)  ADJUSTED  
 CQ2346  ___________________________________________________________________
 CQ2346  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2346  DYNAMIC HT  -          94.978 (meters)     311.61  (feet)  COMP
 CQ2346  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 CQ2346
 CQ2346  VERT ORDER  -  SECOND    CLASS II
 CQ2346
 CQ2346.The horizontal coordinates were scaled from a topographic map and have
 CQ2346.an estimated accuracy of +/- 6 seconds.
 CQ2346
 CQ2346.The orthometric height was determined by differential leveling
 CQ2346.and adjusted by the National Geodetic Survey in June 1991..
 CQ2346
 CQ2346.The geoid height was determined by GEOID03.
 CQ2346
 CQ2346.The dynamic height is computed by dividing the NAVD 88
 CQ2346.geopotential number by the normal gravity value computed on the
 CQ2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2346.degrees latitude (g = 980.6199 gals.).
 CQ2346
 CQ2346.The modeled gravity was interpolated from observed gravity values.
 CQ2346
 CQ2346;                    North         East    Units  Estimated Accuracy
 CQ2346;SPC LA N     -   274,230.      927,260.      MT  (+/- 180 meters Scaled)
 CQ2346
 CQ2346                          SUPERSEDED SURVEY CONTROL
 CQ2346
 CQ2346  NGVD 29 (??/??/??)   95.142  (m)          312.14   (f) ADJUSTED    2 2
 CQ2346
 CQ2346.Superseded values are not recommended for survey control.
 CQ2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2346.See file dsdata.txt to determine how the superseded data were derived.
 CQ2346
 CQ2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS740480(NAD 83)
 CQ2346_MARKER: DD = SURVEY DISK
 CQ2346_SETTING: 0 = UNSPECIFIED SETTING
 CQ2346_STAMPING: 60V34 1969
 CQ2346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2346
 CQ2346  HISTORY     - Date     Condition        Report By
 CQ2346  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2346  HISTORY     - 1976     GOOD             LADTD
 CQ2346
 CQ2346                          STATION DESCRIPTION
 CQ2346
 CQ2346'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2346'8.2 MI E FROM SPRINGHILL.
 CQ2346'LOCATED 8.2 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2346'OFFICE IN SPRINGHILL TO THE MARK ON THE RIGHT.  IT IS 118 FEET SOUTH
 CQ2346'OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  2 FEET WEST OF A FENCE
 CQ2346'LEADING SOUTH.  59 FEET NORTHEAST OF THE NORTHEAST CORNER OF RED BRICK
 CQ2346'RESIDENCE.  32 FEET NORTH OF A SERVICE POWER POLE.  74 FEET SOUTHEAST
 CQ2346'OF A 20 INCH PINE.  IT IS 1 FOOT WEST OF A METAL WITNESS POST AND
 CQ2346'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2345 ***********************************************************************
 CQ2345  DESIGNATION -  60 V 35
 CQ2345  PID         -  CQ2345
 CQ2345  STATE/COUNTY-  LA/WEBSTER
 CQ2345  USGS QUAD   -  SHONGALOO (1981)
 CQ2345
 CQ2345                         *CURRENT SURVEY CONTROL
 CQ2345  ___________________________________________________________________
 CQ2345* NAD 83(1986)-  32 58 03.     (N)    093 15 43.     (W)     SCALED    
 CQ2345* NAVD 88     -        89.629  (meters)     294.06   (feet)  ADJUSTED  
 CQ2345  ___________________________________________________________________
 CQ2345  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2345  DYNAMIC HT  -          89.531 (meters)     293.74  (feet)  COMP
 CQ2345  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 CQ2345
 CQ2345  VERT ORDER  -  SECOND    CLASS II
 CQ2345
 CQ2345.The horizontal coordinates were scaled from a topographic map and have
 CQ2345.an estimated accuracy of +/- 6 seconds.
 CQ2345
 CQ2345.The orthometric height was determined by differential leveling
 CQ2345.and adjusted by the National Geodetic Survey in June 1991..
 CQ2345
 CQ2345.The geoid height was determined by GEOID03.
 CQ2345
 CQ2345.The dynamic height is computed by dividing the NAVD 88
 CQ2345.geopotential number by the normal gravity value computed on the
 CQ2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2345.degrees latitude (g = 980.6199 gals.).
 CQ2345
 CQ2345.The modeled gravity was interpolated from observed gravity values.
 CQ2345
 CQ2345;                    North         East    Units  Estimated Accuracy
 CQ2345;SPC LA N     -   273,850.      928,760.      MT  (+/- 180 meters Scaled)
 CQ2345
 CQ2345                          SUPERSEDED SURVEY CONTROL
 CQ2345
 CQ2345  NGVD 29 (??/??/??)   89.689  (m)          294.25   (f) ADJUSTED    2 2
 CQ2345
 CQ2345.Superseded values are not recommended for survey control.
 CQ2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2345.See file dsdata.txt to determine how the superseded data were derived.
 CQ2345
 CQ2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS755477(NAD 83)
 CQ2345_MARKER: DD = SURVEY DISK
 CQ2345_SETTING: 0 = UNSPECIFIED SETTING
 CQ2345_STAMPING: 60V35 1969
 CQ2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2345
 CQ2345  HISTORY     - Date     Condition        Report By
 CQ2345  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2345  HISTORY     - 1976     GOOD             LADTD
 CQ2345
 CQ2345                          STATION DESCRIPTION
 CQ2345
 CQ2345'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2345'9.1 MI E FROM SPRINGHILL.
 CQ2345'LOCATED 9.1 MILES EAST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2345'OFFICE IN SPRINGHILL TO THE MARK ON THE RIGHT.  IT IS 95 FEET SOUTH OF
 CQ2345'THE CENTERLINE OF LOUISIANA HIGHWAY 157.  54 FEET SOUTH OF A 12 INCH
 CQ2345'CONCRETE CORNER POST.  60 FEET SOUTHEAST OF A TELEPHONE POLE.  2 FEET
 CQ2345'EAST OF A FENCE LEADING SOUTH.  IT IS 1 FOOT EAST OF A METAL WITNESS
 CQ2345'POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2289 ***********************************************************************
 CQ2289  DESIGNATION -  60 V 36
 CQ2289  PID         -  CQ2289
 CQ2289  STATE/COUNTY-  LA/WEBSTER
 CQ2289  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2289
 CQ2289                         *CURRENT SURVEY CONTROL
 CQ2289  ___________________________________________________________________
 CQ2289* NAD 83(1986)-  32 58 25.     (N)    093 14 44.     (W)     SCALED    
 CQ2289* NAVD 88     -        95.740  (meters)     314.11   (feet)  ADJUSTED  
 CQ2289  ___________________________________________________________________
 CQ2289  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2289  DYNAMIC HT  -          95.635 (meters)     313.76  (feet)  COMP
 CQ2289  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 CQ2289
 CQ2289  VERT ORDER  -  SECOND    CLASS II
 CQ2289
 CQ2289.The horizontal coordinates were scaled from a topographic map and have
 CQ2289.an estimated accuracy of +/- 6 seconds.
 CQ2289
 CQ2289.The orthometric height was determined by differential leveling
 CQ2289.and adjusted by the National Geodetic Survey in June 1991..
 CQ2289
 CQ2289.The geoid height was determined by GEOID03.
 CQ2289
 CQ2289.The dynamic height is computed by dividing the NAVD 88
 CQ2289.geopotential number by the normal gravity value computed on the
 CQ2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2289.degrees latitude (g = 980.6199 gals.).
 CQ2289
 CQ2289.The modeled gravity was interpolated from observed gravity values.
 CQ2289
 CQ2289;                    North         East    Units  Estimated Accuracy
 CQ2289;SPC LA N     -   274,520.      930,300.      MT  (+/- 180 meters Scaled)
 CQ2289
 CQ2289                          SUPERSEDED SURVEY CONTROL
 CQ2289
 CQ2289  NGVD 29 (??/??/??)   95.800  (m)          314.30   (f) ADJUSTED    2 2
 CQ2289
 CQ2289.Superseded values are not recommended for survey control.
 CQ2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2289.See file dsdata.txt to determine how the superseded data were derived.
 CQ2289
 CQ2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS770483(NAD 83)
 CQ2289_MARKER: DD = SURVEY DISK
 CQ2289_SETTING: 0 = UNSPECIFIED SETTING
 CQ2289_STAMPING: 60V36 1969
 CQ2289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2289
 CQ2289  HISTORY     - Date     Condition        Report By
 CQ2289  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2289  HISTORY     - 1976     GOOD             LADTD
 CQ2289
 CQ2289                          STATION DESCRIPTION
 CQ2289
 CQ2289'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2289'10.0 MI W FROM HAYNESVILLE.
 CQ2289'ABOUT 0.7 MILES NORTH FROM THE POST OFFICE IN HAYNESVILLE TO THE
 CQ2289'JUNCTION OF LOUISIANA HIGHWAY 79 AND LOUISIANA HIGHWAY 615.  THENCE
 CQ2289'WEST ALONG LOUISIANA HIGHWAY 9.3 MILES TO THE MARK ON THE LEFT.  IT IS
 CQ2289'114 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 615.  3 FEET
 CQ2289'EAST OF A SERVICE POWER POLE.  43 FEET EAST OF THE NORTHEAST CORNER OF
 CQ2289'A WHITE FRAME RESIDENCE.  45 FEET NORTHEAST OF A 30 INCH PINE TREE. 12
 CQ2289'FEET EAST OF A YARD FENCE.  IT IS 2 FEET NORTH OF A METAL WITNESS POST
 CQ2289'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1365 ***********************************************************************
 CQ1365  DESIGNATION -  60 V 4
 CQ1365  PID         -  CQ1365
 CQ1365  STATE/COUNTY-  LA/WEBSTER
 CQ1365  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1365
 CQ1365                         *CURRENT SURVEY CONTROL
 CQ1365  ___________________________________________________________________
 CQ1365* NAD 83(1986)-  32 48 18.     (N)    093 25 05.     (W)     SCALED    
 CQ1365* NAVD 88     -        71.193  (meters)     233.57   (feet)  ADJUSTED  
 CQ1365  ___________________________________________________________________
 CQ1365  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1365  DYNAMIC HT  -          71.115 (meters)     233.32  (feet)  COMP
 CQ1365  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 CQ1365
 CQ1365  VERT ORDER  -  SECOND    CLASS 0
 CQ1365
 CQ1365.The horizontal coordinates were scaled from a topographic map and have
 CQ1365.an estimated accuracy of +/- 6 seconds.
 CQ1365
 CQ1365.The orthometric height was determined by differential leveling
 CQ1365.and adjusted by the National Geodetic Survey in June 1991..
 CQ1365
 CQ1365.The geoid height was determined by GEOID03.
 CQ1365
 CQ1365.The dynamic height is computed by dividing the NAVD 88
 CQ1365.geopotential number by the normal gravity value computed on the
 CQ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1365.degrees latitude (g = 980.6199 gals.).
 CQ1365
 CQ1365.The modeled gravity was interpolated from observed gravity values.
 CQ1365
 CQ1365;                    North         East    Units  Estimated Accuracy
 CQ1365;SPC LA N     -   255,940.      914,020.      MT  (+/- 180 meters Scaled)
 CQ1365
 CQ1365                          SUPERSEDED SURVEY CONTROL
 CQ1365
 CQ1365  NGVD 29 (??/??/??)   71.256  (m)          233.78   (f) ADJUSTED    2 0
 CQ1365
 CQ1365.Superseded values are not recommended for survey control.
 CQ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1365.See file dsdata.txt to determine how the superseded data were derived.
 CQ1365
 CQ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS608297(NAD 83)
 CQ1365_MARKER: DD = SURVEY DISK
 CQ1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1365_STAMPING: 60V4 1968
 CQ1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1365+STABILITY: SURFACE MOTION
 CQ1365
 CQ1365  HISTORY     - Date     Condition        Report By
 CQ1365  HISTORY     - 1968     MONUMENTED       LADH
 CQ1365  HISTORY     - 1969     GOOD             LADH
 CQ1365
 CQ1365                          STATION DESCRIPTION
 CQ1365
 CQ1365'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1365'0.9 MI S FROM COTTON VALLEY.
 CQ1365'ABOUT 0.9 MILES SOUTH ALONG LOUISIANA HIGHWAY 7 FROM JUNCTION OF
 CQ1365'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 7 IN COTTON VALLEY.  IT IS
 CQ1365'78 FEET EAST OF CENTERLINE OF LOUISIANA 7, 75 FEET SOUTHWEST OF
 CQ1365'SOUTHWEST CORNER OF CHURCH OF CHRIST, 29 FEET NORTHWEST FROM NORTHWEST
 CQ1365'CORNER OF FRAME RESIDENCE, 7 FOOT SOUTH FROM 6 INCH CEDAR TREE. SET IN
 CQ1365'THE TOP OF A CONCRETE POST PROJECTING FLUSH WITH THE GROUND. A STEEL
 CQ1365'WITNESS POST IS SET 1 FOOT EAST OF THE MARK. SECTION 17, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1368 ***********************************************************************
 CQ1368  DESIGNATION -  60 V 5
 CQ1368  PID         -  CQ1368
 CQ1368  STATE/COUNTY-  LA/WEBSTER
 CQ1368  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1368
 CQ1368                         *CURRENT SURVEY CONTROL
 CQ1368  ___________________________________________________________________
 CQ1368* NAD 83(1986)-  32 47 38.     (N)    093 24 39.     (W)     SCALED    
 CQ1368* NAVD 88     -        72.606  (meters)     238.21   (feet)  ADJUSTED  
 CQ1368  ___________________________________________________________________
 CQ1368  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1368  DYNAMIC HT  -          72.525 (meters)     237.94  (feet)  COMP
 CQ1368  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 CQ1368
 CQ1368  VERT ORDER  -  SECOND    CLASS 0
 CQ1368
 CQ1368.The horizontal coordinates were scaled from a topographic map and have
 CQ1368.an estimated accuracy of +/- 6 seconds.
 CQ1368
 CQ1368.The orthometric height was determined by differential leveling
 CQ1368.and adjusted by the National Geodetic Survey in June 1991..
 CQ1368
 CQ1368.The geoid height was determined by GEOID03.
 CQ1368
 CQ1368.The dynamic height is computed by dividing the NAVD 88
 CQ1368.geopotential number by the normal gravity value computed on the
 CQ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1368.degrees latitude (g = 980.6199 gals.).
 CQ1368
 CQ1368.The modeled gravity was interpolated from observed gravity values.
 CQ1368
 CQ1368;                    North         East    Units  Estimated Accuracy
 CQ1368;SPC LA N     -   254,710.      914,680.      MT  (+/- 180 meters Scaled)
 CQ1368
 CQ1368                          SUPERSEDED SURVEY CONTROL
 CQ1368
 CQ1368  NGVD 29 (??/??/??)   72.668  (m)          238.41   (f) ADJUSTED    2 0
 CQ1368
 CQ1368.Superseded values are not recommended for survey control.
 CQ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1368.See file dsdata.txt to determine how the superseded data were derived.
 CQ1368
 CQ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS615285(NAD 83)
 CQ1368_MARKER: DD = SURVEY DISK
 CQ1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1368_STAMPING: 60V5 1968
 CQ1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1368+STABILITY: SURFACE MOTION
 CQ1368
 CQ1368  HISTORY     - Date     Condition        Report By
 CQ1368  HISTORY     - 1968     MONUMENTED       LADH
 CQ1368  HISTORY     - 1968     GOOD             LADH
 CQ1368
 CQ1368                          STATION DESCRIPTION
 CQ1368
 CQ1368'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1368'1.8 MI S FROM COTTON VALLEY.
 CQ1368'ABOUT 1.4 MILES SOUTH ALONG LOUISIANA HIGHWAY 7 FROM JUNCTION OF
 CQ1368'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 7 IN COTTON VALLEY. THENCE
 CQ1368'EAST ON OLD HIGHWAY 7 0.4 MILES.  IT IS 61 FEET NORTH OF CENTERLINE OF
 CQ1368'OLD HIGHWAY 7, 116 FEET EAST OF BRICK RESIDENCE OF PAUL WATTS, 91 FEET
 CQ1368'SOUTH OF FRAME RENT HOUSE OWNED BY PAUL WATTS, 5 FOOT EAST OF WEST
 CQ1368'CORNER OF CHAIN LINK FENCE, 1 FOOT SOUTH OF CHAIN LINK FENCE. SET IN
 CQ1368'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND. A STEEL
 CQ1368'WITNESS POST IS SET 1 FOOT SOUTHWEST OF THE MARK. SECTION 20, T 21N, R
 CQ1368'10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1410 ***********************************************************************
 CQ1410  DESIGNATION -  60 V 6
 CQ1410  PID         -  CQ1410
 CQ1410  STATE/COUNTY-  LA/WEBSTER
 CQ1410  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1410
 CQ1410                         *CURRENT SURVEY CONTROL
 CQ1410  ___________________________________________________________________
 CQ1410* NAD 83(1986)-  32 49 13.     (N)    093 24 34.     (W)     SCALED    
 CQ1410* NAVD 88     -        70.686  (meters)     231.91   (feet)  ADJUSTED  
 CQ1410  ___________________________________________________________________
 CQ1410  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1410  DYNAMIC HT  -          70.608 (meters)     231.65  (feet)  COMP
 CQ1410  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 CQ1410
 CQ1410  VERT ORDER  -  SECOND    CLASS 0
 CQ1410
 CQ1410.The horizontal coordinates were scaled from a topographic map and have
 CQ1410.an estimated accuracy of +/- 6 seconds.
 CQ1410
 CQ1410.The orthometric height was determined by differential leveling
 CQ1410.and adjusted by the National Geodetic Survey in June 1991..
 CQ1410
 CQ1410.The geoid height was determined by GEOID03.
 CQ1410
 CQ1410.The dynamic height is computed by dividing the NAVD 88
 CQ1410.geopotential number by the normal gravity value computed on the
 CQ1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1410.degrees latitude (g = 980.6199 gals.).
 CQ1410
 CQ1410.The modeled gravity was interpolated from observed gravity values.
 CQ1410
 CQ1410;                    North         East    Units  Estimated Accuracy
 CQ1410;SPC LA N     -   257,630.      914,840.      MT  (+/- 180 meters Scaled)
 CQ1410
 CQ1410                          SUPERSEDED SURVEY CONTROL
 CQ1410
 CQ1410  NGVD 29 (??/??/??)   70.749  (m)          232.12   (f) ADJUSTED    2 0
 CQ1410
 CQ1410.Superseded values are not recommended for survey control.
 CQ1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1410.See file dsdata.txt to determine how the superseded data were derived.
 CQ1410
 CQ1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS616314(NAD 83)
 CQ1410_MARKER: DD = SURVEY DISK
 CQ1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1410_STAMPING: 60V 6 1968
 CQ1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1410+STABILITY: SURFACE MOTION
 CQ1410
 CQ1410  HISTORY     - Date     Condition        Report By
 CQ1410  HISTORY     - 1968     MONUMENTED       LADH
 CQ1410  HISTORY     - 1969     GOOD             LADH
 CQ1410
 CQ1410                          STATION DESCRIPTION
 CQ1410
 CQ1410'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1410'0.8 MI E FROM COTTON VALLEY.
 CQ1410'ABOUT 0.8 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1410'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT IS
 CQ1410'108 FEET NORTH OF LOUISIANA HIGHWAY 160, 111 FEET WEST OF SOUTHWEST
 CQ1410'CORNER OF FRAME RESIDENCE OF EVAN HARVEY, 19 FEET NORTHEAST OF 18 INCH
 CQ1410'SWEET GUM TREE, 6 FEET EAST OF COMBINATION MESH AND BARBED WIRE FENCE.
 CQ1410'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CQ1410'GROUND.  A STEEL WITNESS POST IS SET 1.0 FEET NORTH OF THE MARK.
 CQ1410'SECTION 8, T 21N, 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1411 ***********************************************************************
 CQ1411  DESIGNATION -  60 V 7
 CQ1411  PID         -  CQ1411
 CQ1411  STATE/COUNTY-  LA/WEBSTER
 CQ1411  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1411
 CQ1411                         *CURRENT SURVEY CONTROL
 CQ1411  ___________________________________________________________________
 CQ1411* NAD 83(1986)-  32 49 12.     (N)    093 23 17.     (W)     SCALED    
 CQ1411* NAVD 88     -        64.826  (meters)     212.68   (feet)  ADJUSTED  
 CQ1411  ___________________________________________________________________
 CQ1411  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1411  DYNAMIC HT  -          64.755 (meters)     212.45  (feet)  COMP
 CQ1411  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CQ1411
 CQ1411  VERT ORDER  -  SECOND    CLASS 0
 CQ1411
 CQ1411.The horizontal coordinates were scaled from a topographic map and have
 CQ1411.an estimated accuracy of +/- 6 seconds.
 CQ1411
 CQ1411.The orthometric height was determined by differential leveling
 CQ1411.and adjusted by the National Geodetic Survey in June 1991..
 CQ1411
 CQ1411.The geoid height was determined by GEOID03.
 CQ1411
 CQ1411.The dynamic height is computed by dividing the NAVD 88
 CQ1411.geopotential number by the normal gravity value computed on the
 CQ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1411.degrees latitude (g = 980.6199 gals.).
 CQ1411
 CQ1411.The modeled gravity was interpolated from observed gravity values.
 CQ1411
 CQ1411;                    North         East    Units  Estimated Accuracy
 CQ1411;SPC LA N     -   257,580.      916,840.      MT  (+/- 180 meters Scaled)
 CQ1411
 CQ1411                          SUPERSEDED SURVEY CONTROL
 CQ1411
 CQ1411  NGVD 29 (??/??/??)   64.889  (m)          212.89   (f) ADJUSTED    2 0
 CQ1411
 CQ1411.Superseded values are not recommended for survey control.
 CQ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1411.See file dsdata.txt to determine how the superseded data were derived.
 CQ1411
 CQ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS636313(NAD 83)
 CQ1411_MARKER: DD = SURVEY DISK
 CQ1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1411_STAMPING: 60V7 1968
 CQ1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1411+STABILITY: SURFACE MOTION
 CQ1411
 CQ1411  HISTORY     - Date     Condition        Report By
 CQ1411  HISTORY     - 1968     MONUMENTED       LADH
 CQ1411  HISTORY     - 1969     GOOD             LADH
 CQ1411
 CQ1411                          STATION DESCRIPTION
 CQ1411
 CQ1411'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1411'0.8 MI E FROM COTTON VALLEY.
 CQ1411'ABOUT 2.0 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1411'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT IS
 CQ1411'140 FEET NORTH OF LOUISIANA HIGHWAY 160, 76 FEET FROM NORTHWEST CORNER
 CQ1411'OF TIN BUILDING, 61 FEET FROM NORTHWEST CORNER OF CONCRETE FOOTING OF
 CQ1411'SEPERATOR, 1 FOOT WEST OF MESH WIRE FENCE.  SET IN TOP OF A CONCRETE
 CQ1411'POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ1411'SET 1.0 FOOT NORTH OF MARK.  SECTION 10, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1412 ***********************************************************************
 CQ1412  DESIGNATION -  60 V 8
 CQ1412  PID         -  CQ1412
 CQ1412  STATE/COUNTY-  LA/WEBSTER
 CQ1412  USGS QUAD   -  LETON (1981)
 CQ1412
 CQ1412                         *CURRENT SURVEY CONTROL
 CQ1412  ___________________________________________________________________
 CQ1412* NAD 83(1986)-  32 49 28.     (N)    093 22 13.     (W)     SCALED    
 CQ1412* NAVD 88     -        71.898  (meters)     235.89   (feet)  ADJUSTED  
 CQ1412  ___________________________________________________________________
 CQ1412  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1412  DYNAMIC HT  -          71.819 (meters)     235.63  (feet)  COMP
 CQ1412  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CQ1412
 CQ1412  VERT ORDER  -  SECOND    CLASS 0
 CQ1412
 CQ1412.The horizontal coordinates were scaled from a topographic map and have
 CQ1412.an estimated accuracy of +/- 6 seconds.
 CQ1412
 CQ1412.The orthometric height was determined by differential leveling
 CQ1412.and adjusted by the National Geodetic Survey in June 1991..
 CQ1412
 CQ1412.The geoid height was determined by GEOID03.
 CQ1412
 CQ1412.The dynamic height is computed by dividing the NAVD 88
 CQ1412.geopotential number by the normal gravity value computed on the
 CQ1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1412.degrees latitude (g = 980.6199 gals.).
 CQ1412
 CQ1412.The modeled gravity was interpolated from observed gravity values.
 CQ1412
 CQ1412;                    North         East    Units  Estimated Accuracy
 CQ1412;SPC LA N     -   258,060.      918,510.      MT  (+/- 180 meters Scaled)
 CQ1412
 CQ1412                          SUPERSEDED SURVEY CONTROL
 CQ1412
 CQ1412  NGVD 29 (??/??/??)   71.961  (m)          236.09   (f) ADJUSTED    2 0
 CQ1412
 CQ1412.Superseded values are not recommended for survey control.
 CQ1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1412.See file dsdata.txt to determine how the superseded data were derived.
 CQ1412
 CQ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS653318(NAD 83)
 CQ1412_MARKER: DD = SURVEY DISK
 CQ1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1412_STAMPING: 60V8 1968
 CQ1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1412+STABILITY: SURFACE MOTION
 CQ1412
 CQ1412  HISTORY     - Date     Condition        Report By
 CQ1412  HISTORY     - 1968     MONUMENTED       LADH
 CQ1412  HISTORY     - 1969     GOOD             LADH
 CQ1412
 CQ1412                          STATION DESCRIPTION
 CQ1412
 CQ1412'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1412'3.2 MI E FROM COTTON VALLEY.
 CQ1412'ABOUT 3.2 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1412'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT IS
 CQ1412'137 FEET SOUTH OF LOUISIANA HIGHWAY 160, 85 FEET EAST OF PARISH ROAD
 CQ1412'NUMBER 29, 60 FEET NORTH OF GRAVEL ROAD, 37 FEET EAST OF 60 INCH RED
 CQ1412'OAK TREE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CQ1412'GROUND.  A STEEL WITNESS POST IS SET 1.0 FEET SOUTH OF THE MARK.
 CQ1412'SECTION 11, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1413 ***********************************************************************
 CQ1413  DESIGNATION -  60 V 9
 CQ1413  PID         -  CQ1413
 CQ1413  STATE/COUNTY-  LA/WEBSTER
 CQ1413  USGS QUAD   -  LETON (1981)
 CQ1413
 CQ1413                         *CURRENT SURVEY CONTROL
 CQ1413  ___________________________________________________________________
 CQ1413* NAD 83(1986)-  32 50 13.     (N)    093 21 45.     (W)     SCALED    
 CQ1413* NAVD 88     -        71.159  (meters)     233.46   (feet)  ADJUSTED  
 CQ1413  ___________________________________________________________________
 CQ1413  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1413  DYNAMIC HT  -          71.081 (meters)     233.20  (feet)  COMP
 CQ1413  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CQ1413
 CQ1413  VERT ORDER  -  SECOND    CLASS 0
 CQ1413
 CQ1413.The horizontal coordinates were scaled from a topographic map and have
 CQ1413.an estimated accuracy of +/- 6 seconds.
 CQ1413
 CQ1413.The orthometric height was determined by differential leveling
 CQ1413.and adjusted by the National Geodetic Survey in June 1991..
 CQ1413
 CQ1413.The geoid height was determined by GEOID03.
 CQ1413
 CQ1413.The dynamic height is computed by dividing the NAVD 88
 CQ1413.geopotential number by the normal gravity value computed on the
 CQ1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1413.degrees latitude (g = 980.6199 gals.).
 CQ1413
 CQ1413.The modeled gravity was interpolated from observed gravity values.
 CQ1413
 CQ1413;                    North         East    Units  Estimated Accuracy
 CQ1413;SPC LA N     -   259,440.      919,250.      MT  (+/- 180 meters Scaled)
 CQ1413
 CQ1413                          SUPERSEDED SURVEY CONTROL
 CQ1413
 CQ1413  NGVD 29 (??/??/??)   71.222  (m)          233.67   (f) ADJUSTED    2 0
 CQ1413
 CQ1413.Superseded values are not recommended for survey control.
 CQ1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1413.See file dsdata.txt to determine how the superseded data were derived.
 CQ1413
 CQ1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS660332(NAD 83)
 CQ1413_MARKER: DD = SURVEY DISK
 CQ1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1413_STAMPING: 60V9 1968
 CQ1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1413+STABILITY: SURFACE MOTION
 CQ1413
 CQ1413  HISTORY     - Date     Condition        Report By
 CQ1413  HISTORY     - 1968     MONUMENTED       LADH
 CQ1413  HISTORY     - 1969     GOOD             LADH
 CQ1413
 CQ1413                          STATION DESCRIPTION
 CQ1413
 CQ1413'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1413'4.1 MI E FROM COTTON VALLEY.
 CQ1413'ABOUT 4.1 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1413'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT IS
 CQ1413'637 FEET WEST OF A 3 FOOT BY 5 FOOT R.C. BOX CULVERT ON LOUISIANA
 CQ1413'HIGHWAY 160, 135 FEET NORTH OF LOUISIANA HIGHWAY 160, 61 FEET
 CQ1413'SOUTHEAST OF A TRIPLE SYCAMORE TREE, 39 FEET WEST OF A 20 INCH
 CQ1413'SYCAMORE TREE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CQ1413'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF THE
 CQ1413'MARK.  SECTION 2, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1123 ***********************************************************************
 CP1123  DESIGNATION -  600 A BOLT
 CP1123  PID         -  CP1123
 CP1123  STATE/COUNTY-  LA/EAST CARROLL
 CP1123  USGS QUAD   -  MILLIKIN (1994)
 CP1123
 CP1123                         *CURRENT SURVEY CONTROL
 CP1123  ___________________________________________________________________
 CP1123* NAD 83(1986)-  32 52 59.     (N)    091 09 37.     (W)     SCALED    
 CP1123* NAVD 88     -        31.38   (+/-2cm)     103.0    (feet)  VERTCON   
 CP1123  ___________________________________________________________________
 CP1123  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1123
 CP1123  VERT ORDER  -  ? (See Below)
 CP1123
 CP1123.The horizontal coordinates were scaled from a topographic map and have
 CP1123.an estimated accuracy of +/- 6 seconds.
 CP1123
 CP1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1123.The vertical order pertains to the NGVD 29 superseded value.
 CP1123
 CP1123.The geoid height was determined by GEOID03.
 CP1123
 CP1123;                    North         East    Units  Estimated Accuracy
 CP1123;SPC LA N     -   265,010.    1,125,370.      MT  (+/- 180 meters Scaled)
 CP1123
 CP1123                          SUPERSEDED SURVEY CONTROL
 CP1123
 CP1123  NGVD 29 (??/??/92)   31.439  (m)          103.15   (f) ADJ UNCH    ?  
 CP1123
 CP1123.Superseded values are not recommended for survey control.
 CP1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1123.See file dsdata.txt to determine how the superseded data were derived.
 CP1123
 CP1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720398(NAD 83)
 CP1123_MARKER: B = BOLT
 CP1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1123_SP_SET: STONE
 CP1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1123+STABILITY: SURFACE MOTION
 CP1123
 CP1123  HISTORY     - Date     Condition        Report By
 CP1123  HISTORY     - UNK      MONUMENTED       DOD
 CP1123  HISTORY     - 1934     GOOD             DOD
 CP1123
 CP1123                          STATION DESCRIPTION
 CP1123
 CP1123'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1123'5 MI N FROM LAKE PROVIDENCE.
 CP1123'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1123'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 5 MILES NORTH OF
 CP1123'LAKE PROVIDENCE, LA.  1190 FEET NORTHWEST OF LEVEE STATION NO. 600.
 CP1123'220 FEET NORTHWEST OF HOUSE.  170 FEET WEST OF HOUSE.  18 FEET EAST OF
 CP1123'8-INCH PECAN TREE.  30 FEET NORTH OF HOUSE.  IN SOUTHEAST CORNER OF
 CP1123'GARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1122 ***********************************************************************
 CP1122  DESIGNATION -  600 A CAP
 CP1122  PID         -  CP1122
 CP1122  STATE/COUNTY-  LA/EAST CARROLL
 CP1122  USGS QUAD   -  MILLIKIN (1994)
 CP1122
 CP1122                         *CURRENT SURVEY CONTROL
 CP1122  ___________________________________________________________________
 CP1122* NAD 83(1986)-  32 52 59.     (N)    091 09 37.     (W)     SCALED    
 CP1122* NAVD 88     -        32.59   (+/-2cm)     106.9    (feet)  VERTCON   
 CP1122  ___________________________________________________________________
 CP1122  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1122
 CP1122  VERT ORDER  -  ? (See Below)
 CP1122
 CP1122.The horizontal coordinates were scaled from a topographic map and have
 CP1122.an estimated accuracy of +/- 6 seconds.
 CP1122
 CP1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1122.The vertical order pertains to the NGVD 29 superseded value.
 CP1122
 CP1122.The geoid height was determined by GEOID03.
 CP1122
 CP1122;                    North         East    Units  Estimated Accuracy
 CP1122;SPC LA N     -   265,010.    1,125,370.      MT  (+/- 180 meters Scaled)
 CP1122
 CP1122                          SUPERSEDED SURVEY CONTROL
 CP1122
 CP1122  NGVD 29 (??/??/92)   32.649  (m)          107.12   (f) ADJ UNCH    ?  
 CP1122
 CP1122.Superseded values are not recommended for survey control.
 CP1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1122.See file dsdata.txt to determine how the superseded data were derived.
 CP1122
 CP1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720398(NAD 83)
 CP1122_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1122
 CP1122  HISTORY     - Date     Condition        Report By
 CP1122  HISTORY     - UNK      MONUMENTED       DOD
 CP1122  HISTORY     - 1934     GOOD             DOD
 CP1122
 CP1122                          STATION DESCRIPTION
 CP1122
 CP1122'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1122'5 MI N FROM LAKE PROVIDENCE.
 CP1122'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1122'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 5 MILES NORTH OF
 CP1122'LAKE PROVIDENCE, LA.  1190 FEET NORTHWEST OF LEVEE STATION NO. 600.
 CP1122'220 FEET NORTHWEST OF HOUSE.  170 FEET WEST OF HOUSE.  18 FEET EAST OF
 CP1122'8-INCH PECAN TREE.  30 FEET NORTH OF HOUSE.  IN SOUTHEAST CORNER OF
 CP1122'GARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2195 ***********************************************************************
 BX2195  DESIGNATION -  603 KCSRR
 BX2195  PID         -  BX2195
 BX2195  STATE/COUNTY-  LA/DE SOTO
 BX2195  USGS QUAD   -  TRENTON (1995)
 BX2195
 BX2195                         *CURRENT SURVEY CONTROL
 BX2195  ___________________________________________________________________
 BX2195* NAD 83(1986)-  31 52 53.     (N)    093 41 53.     (W)     SCALED    
 BX2195* NAVD 88     -        77.23   (+/-2cm)     253.4    (feet)  VERTCON   
 BX2195  ___________________________________________________________________
 BX2195  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX2195
 BX2195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2195
 BX2195.The horizontal coordinates were scaled from a topographic map and have
 BX2195.an estimated accuracy of +/- 6 seconds.
 BX2195
 BX2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2195.The vertical order pertains to the NGVD 29 superseded value.
 BX2195
 BX2195.The geoid height was determined by GEOID03.
 BX2195
 BX2195;                    North         East    Units  Estimated Accuracy
 BX2195;SPC LA N     -   153,790.      886,660.      MT  (+/- 180 meters Scaled)
 BX2195
 BX2195                          SUPERSEDED SURVEY CONTROL
 BX2195
 BX2195  NGVD 29 (??/??/??)   77.306  (m)          253.63   (f) ADJUSTED    2 0
 BX2195
 BX2195.Superseded values are not recommended for survey control.
 BX2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2195.See file dsdata.txt to determine how the superseded data were derived.
 BX2195
 BX2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR339275(NAD 83)
 BX2195_MARKER: Z = SEE DESCRIPTION
 BX2195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2195_SP_SET: RAIL
 BX2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2195
 BX2195  HISTORY     - Date     Condition        Report By
 BX2195  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2195  HISTORY     - 1944     GOOD             CGS
 BX2195  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX2195
 BX2195                          STATION DESCRIPTION
 BX2195
 BX2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BX2195'7.1 MI N FROM CONVERSE.
 BX2195'IN DE SOTO PARISH, 7.1 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BX2195'RAILWAY FROM CONVERSE, SABINE PARISH, AT STATION 31837+60, AND 15 FEET
 BX2195'SOUTH OF A POINT 45 FEET WEST OF MILEPOST 603.  THE TOP OF THE FLANGE
 BX2195'OF A VERTICAL RAIL.
 BX2195
 BX2195                          STATION RECOVERY (1997)
 BX2195
 BX2195'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2196 ***********************************************************************
 BX2196  DESIGNATION -  604 KCSRR
 BX2196  PID         -  BX2196
 BX2196  STATE/COUNTY-  LA/DE SOTO
 BX2196  USGS QUAD   -  CONVERSE (1994)
 BX2196
 BX2196                         *CURRENT SURVEY CONTROL
 BX2196  ___________________________________________________________________
 BX2196* NAD 83(1986)-  31 52 01.     (N)    093 41 40.     (W)     SCALED    
 BX2196* NAVD 88     -        76.10   (+/-2cm)     249.7    (feet)  VERTCON   
 BX2196  ___________________________________________________________________
 BX2196  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX2196
 BX2196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2196
 BX2196.The horizontal coordinates were scaled from a topographic map and have
 BX2196.an estimated accuracy of +/- 6 seconds.
 BX2196
 BX2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2196.The vertical order pertains to the NGVD 29 superseded value.
 BX2196
 BX2196.The geoid height was determined by GEOID03.
 BX2196
 BX2196;                    North         East    Units  Estimated Accuracy
 BX2196;SPC LA N     -   152,180.      886,980.      MT  (+/- 180 meters Scaled)
 BX2196
 BX2196                          SUPERSEDED SURVEY CONTROL
 BX2196
 BX2196  NGVD 29 (??/??/??)   76.176  (m)          249.92   (f) ADJUSTED    2 0
 BX2196
 BX2196.Superseded values are not recommended for survey control.
 BX2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2196.See file dsdata.txt to determine how the superseded data were derived.
 BX2196
 BX2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR343258(NAD 83)
 BX2196_MARKER: Z = SEE DESCRIPTION
 BX2196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2196_SP_SET: RAIL
 BX2196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2196
 BX2196  HISTORY     - Date     Condition        Report By
 BX2196  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2196  HISTORY     - 1944     MARK NOT FOUND   CGS
 BX2196  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX2196
 BX2196                          STATION DESCRIPTION
 BX2196
 BX2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BX2196'6.1 MI N FROM CONVERSE.
 BX2196'IN DE SOTO PARISH, 6.1 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BX2196'RAILWAY FROM CONVERSE, SABINE PARISH, AT STATION 31890+65, AND 12 FEET
 BX2196'SOUTH OF A POINT 40 FEET WEST OF MILEPOST 604.  THE TOP OF THE FLANGE
 BX2196'OF A VERTICALLY RAIL.
 BX2196
 BX2196                          STATION RECOVERY (1997)
 BX2196
 BX2196'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4030 ***********************************************************************
 BJ4030  DESIGNATION -  606
 BJ4030  PID         -  BJ4030
 BJ4030  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4030  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4030
 BJ4030                         *CURRENT SURVEY CONTROL
 BJ4030  ___________________________________________________________________
 BJ4030* NAD 83(1986)-  30 34 01.     (N)    091 10 54.     (W)     SCALED    
 BJ4030* NAVD 88     -        19.606  (meters)      64.32   (feet)  ADJUSTED  
 BJ4030  ___________________________________________________________________
 BJ4030  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4030  DYNAMIC HT  -          19.581 (meters)      64.24  (feet)  COMP
 BJ4030  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ4030
 BJ4030  VERT ORDER  -  SECOND    CLASS II
 BJ4030
 BJ4030.The horizontal coordinates were scaled from a topographic map and have
 BJ4030.an estimated accuracy of +/- 6 seconds.
 BJ4030
 BJ4030.The orthometric height was determined by differential leveling
 BJ4030.and adjusted by the National Geodetic Survey in February 1994..
 BJ4030
 BJ4030.The geoid height was determined by GEOID03.
 BJ4030
 BJ4030.The dynamic height is computed by dividing the NAVD 88
 BJ4030.geopotential number by the normal gravity value computed on the
 BJ4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4030.degrees latitude (g = 980.6199 gals.).
 BJ4030
 BJ4030.The modeled gravity was interpolated from observed gravity values.
 BJ4030
 BJ4030;                    North         East    Units  Estimated Accuracy
 BJ4030;SPC LA S     -   229,120.    1,014,550.      MT  (+/- 180 meters Scaled)
 BJ4030
 BJ4030                          SUPERSEDED SURVEY CONTROL
 BJ4030
 BJ4030.No superseded survey control is available for this station.
 BJ4030
 BJ4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP743830(NAD 83)
 BJ4030_MARKER: DB = BENCH MARK DISK
 BJ4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4030_SP_SET: CONCRETE POST
 BJ4030_STAMPING: 606 1972
 BJ4030_MARK LOGO: LA-033
 BJ4030_PROJECTION: FLUSH
 BJ4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4030+STABILITY: SURFACE MOTION
 BJ4030
 BJ4030  HISTORY     - Date     Condition        Report By
 BJ4030  HISTORY     - 1972     MONUMENTED       LA-033
 BJ4030  HISTORY     - 1987     GOOD             LA-033
 BJ4030
 BJ4030                          STATION DESCRIPTION
 BJ4030
 BJ4030'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4030'1.6 KM (1 MI) SW FROM BAKER.
 BJ4030'ABOUT 1.05 KM (0.65 MI) WEST ON NEW RAFE MEYER ROAD FROM THE JUNCTION
 BJ4030'WITH STATE HIGHWAY 19 AT THE SOUTHWEST EDGE OF BAKER TO THE BENCH
 BJ4030'MARK ON THE LEFT, 12 METERS (39.5 FT) SOUTH OF THE CENTERLINE OF NEW
 BJ4030'RAFE MEYER ROAD, AND 1.8 METERS (6 FT) EAST OF A POWER POLE.
 BJ4030'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ4030'THE MARK IS 1.52 M BELOW NEW RAFE MEYER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2198 ***********************************************************************
 BX2198  DESIGNATION -  606 KCSRR
 BX2198  PID         -  BX2198
 BX2198  STATE/COUNTY-  LA/SABINE
 BX2198  USGS QUAD   -  CONVERSE (1994)
 BX2198
 BX2198                         *CURRENT SURVEY CONTROL
 BX2198  ___________________________________________________________________
 BX2198* NAD 83(1986)-  31 50 15.     (N)    093 41 04.     (W)     SCALED    
 BX2198* NAVD 88     -        68.26   (+/-2cm)     223.9    (feet)  VERTCON   
 BX2198  ___________________________________________________________________
 BX2198  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2198
 BX2198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2198
 BX2198.The horizontal coordinates were scaled from a topographic map and have
 BX2198.an estimated accuracy of +/- 6 seconds.
 BX2198
 BX2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2198.The vertical order pertains to the NGVD 29 superseded value.
 BX2198
 BX2198.The geoid height was determined by GEOID03.
 BX2198
 BX2198;                    North         East    Units  Estimated Accuracy
 BX2198;SPC LA N     -   148,910.      887,890.      MT  (+/- 180 meters Scaled)
 BX2198
 BX2198                          SUPERSEDED SURVEY CONTROL
 BX2198
 BX2198  NGVD 29 (??/??/??)   68.333  (m)          224.19   (f) ADJUSTED    2 0
 BX2198
 BX2198.Superseded values are not recommended for survey control.
 BX2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2198.See file dsdata.txt to determine how the superseded data were derived.
 BX2198
 BX2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR352226(NAD 83)
 BX2198_MARKER: Z = SEE DESCRIPTION
 BX2198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2198_SP_SET: RAIL
 BX2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2198
 BX2198  HISTORY     - Date     Condition        Report By
 BX2198  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2198  HISTORY     - 1935     GOOD             CGS
 BX2198  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2198
 BX2198                          STATION DESCRIPTION
 BX2198
 BX2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2198'3.9 MI N FROM CONVERSE.
 BX2198'3.9 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM CONVERSE,
 BX2198'SABINE PARISH, AT STATION 3200+20, AND 45 FEET WEST OF A POINT 30 FEET
 BX2198'SOUTH OF THE THIRD POLE SOUTH OF MILEPOST 606.  THE TOP OF THE FLANGE
 BX2198'OF A VERTICAL RAIL.
 BX2198
 BX2198                          STATION RECOVERY (2001)
 BX2198
 BX2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2198'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0527 ***********************************************************************
 CQ0527  DESIGNATION -  606 LAGS
 CQ0527  PID         -  CQ0527
 CQ0527  STATE/COUNTY-  LA/JACKSON
 CQ0527  USGS QUAD   -  EROS (1982)
 CQ0527
 CQ0527                         *CURRENT SURVEY CONTROL
 CQ0527  ___________________________________________________________________
 CQ0527* NAD 83(1986)-  32 29 06.     (N)    092 27 47.     (W)     SCALED    
 CQ0527* NAVD 88     -        39.34   (+/-2cm)     129.1    (feet)  VERTCON   
 CQ0527  ___________________________________________________________________
 CQ0527  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0527
 CQ0527  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0527
 CQ0527.The horizontal coordinates were scaled from a topographic map and have
 CQ0527.an estimated accuracy of +/- 6 seconds.
 CQ0527
 CQ0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0527.The vertical order pertains to the NGVD 29 superseded value.
 CQ0527
 CQ0527.The geoid height was determined by GEOID03.
 CQ0527
 CQ0527;                    North         East    Units  Estimated Accuracy
 CQ0527;SPC LA N     -   220,090.    1,003,470.      MT  (+/- 180 meters Scaled)
 CQ0527
 CQ0527                          SUPERSEDED SURVEY CONTROL
 CQ0527
 CQ0527  NGVD 29 (??/??/??)   39.396  (m)          129.25   (f) ADJUSTED    1 2
 CQ0527
 CQ0527.Superseded values are not recommended for survey control.
 CQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0527.See file dsdata.txt to determine how the superseded data were derived.
 CQ0527
 CQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR504943(NAD 83)
 CQ0527_MARKER: DD = SURVEY DISK
 CQ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0527_STAMPING: 606
 CQ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0527+STABILITY: SURFACE MOTION
 CQ0527
 CQ0527  HISTORY     - Date     Condition        Report By
 CQ0527  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0527  HISTORY     - 1935     GOOD             CGS
 CQ0527  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0527
 CQ0527                          STATION DESCRIPTION
 CQ0527
 CQ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0527'2.8 MI S FROM TREMONT.
 CQ0527'IN JACKSON PARISH, 2.8 MILES SOUTH ALONG THE OLD ROADBED OF THE
 CQ0527'ABANDONED TREMONT AND GULF RAILWAY FROM TREMONT, LINCOLN PARISH, 180
 CQ0527'FEET NORTH OF THE NORTH END OF A WOODEN TRESTLE, AND 42 FEET WEST OF
 CQ0527'THE CENTERLINE OF THE OLD ROADBED.  A STATE SURVEY STANDARD DISK,
 CQ0527'STAMPED 606 AND SET IN THE TOP OF A CONCRETE POST.
 CQ0527
 CQ0527                          STATION RECOVERY (1969)
 CQ0527
 CQ0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4005 ***********************************************************************
 BJ4005  DESIGNATION -  608
 BJ4005  PID         -  BJ4005
 BJ4005  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4005  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4005
 BJ4005                         *CURRENT SURVEY CONTROL
 BJ4005  ___________________________________________________________________
 BJ4005* NAD 83(1986)-  30 33 30.     (N)    091 09 33.     (W)     SCALED    
 BJ4005* NAVD 88     -        19.389  (meters)      63.61   (feet)  ADJUSTED  
 BJ4005  ___________________________________________________________________
 BJ4005  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4005  DYNAMIC HT  -          19.364 (meters)      63.53  (feet)  COMP
 BJ4005  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ4005
 BJ4005  VERT ORDER  -  SECOND    CLASS II
 BJ4005
 BJ4005.The horizontal coordinates were scaled from a topographic map and have
 BJ4005.an estimated accuracy of +/- 6 seconds.
 BJ4005
 BJ4005.The orthometric height was determined by differential leveling
 BJ4005.and adjusted by the National Geodetic Survey in February 1994..
 BJ4005
 BJ4005.The geoid height was determined by GEOID03.
 BJ4005
 BJ4005.The dynamic height is computed by dividing the NAVD 88
 BJ4005.geopotential number by the normal gravity value computed on the
 BJ4005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4005.degrees latitude (g = 980.6199 gals.).
 BJ4005
 BJ4005.The modeled gravity was interpolated from observed gravity values.
 BJ4005
 BJ4005;                    North         East    Units  Estimated Accuracy
 BJ4005;SPC LA S     -   228,170.    1,016,710.      MT  (+/- 180 meters Scaled)
 BJ4005
 BJ4005                          SUPERSEDED SURVEY CONTROL
 BJ4005
 BJ4005.No superseded survey control is available for this station.
 BJ4005
 BJ4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP765820(NAD 83)
 BJ4005_MARKER: DB = BENCH MARK DISK
 BJ4005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4005_SP_SET: CONCRETE POST
 BJ4005_STAMPING: 608
 BJ4005_MARK LOGO: LA-033
 BJ4005_PROJECTION: FLUSH
 BJ4005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4005+STABILITY: SURFACE MOTION
 BJ4005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4005+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 BJ4005
 BJ4005  HISTORY     - Date     Condition        Report By
 BJ4005  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4005  HISTORY     - 1987     GOOD             LA-033
 BJ4005  HISTORY     - 20050330 GOOD             AERODA
 BJ4005
 BJ4005                          STATION DESCRIPTION
 BJ4005
 BJ4005'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4005'3.4 KM (2.1 MI) SSW FROM BAKER.
 BJ4005'ABOUT 1.6 KM (1 MI) EAST ALONG THOMAS ROAD FROM THE INTERSECTION OF
 BJ4005'THOMAS ROAD AND STATE HIGHWAY 19 ABOUT 3.2 KM (2 MI) SOUTH OF BAKER
 BJ4005'TO GIBBENS ROAD ON THE RIGHT AND THE ENTRANCE INTO THE GREATER BATON
 BJ4005'ROUGE ZOO AND THE BENCH MARK ON THE LEFT, 18.6 METERS (61 FT) NORTH
 BJ4005'OF THE CENTERLINE OF THOMAS ROAD, 15.8 METERS (52 FT) WEST OF THE
 BJ4005'ENTRANCE INTO THE ZOO, 7.6 METERS (25 FT) SOUTHWEST OF A 30-INCH OAK
 BJ4005'TREE, 5.5 METERS (18 FT) SOUTH OF AN 18-INCH OAK TREE, AND 3.7 METERS
 BJ4005'(12 FT) WEST-NORTHWEST OF THE NORTH POST SUPPORTING THE GREATER BATON
 BJ4005'ROUGE SIGN.
 BJ4005'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ4005'THE MARK IS 0.46 M BELOW THOMAS ROAD.
 BJ4005
 BJ4005                          STATION RECOVERY (2005)
 BJ4005
 BJ4005'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ4005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2200 ***********************************************************************
 BX2200  DESIGNATION -  608 KCSRR
 BX2200  PID         -  BX2200
 BX2200  STATE/COUNTY-  LA/SABINE
 BX2200  USGS QUAD   -  CONVERSE (1994)
 BX2200
 BX2200                         *CURRENT SURVEY CONTROL
 BX2200  ___________________________________________________________________
 BX2200* NAD 83(1986)-  31 48 34.     (N)    093 41 16.     (W)     SCALED    
 BX2200* NAVD 88     -        64.63   (+/-2cm)     212.0    (feet)  VERTCON   
 BX2200  ___________________________________________________________________
 BX2200  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2200
 BX2200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2200
 BX2200.The horizontal coordinates were scaled from a topographic map and have
 BX2200.an estimated accuracy of +/- 6 seconds.
 BX2200
 BX2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2200.The vertical order pertains to the NGVD 29 superseded value.
 BX2200
 BX2200.The geoid height was determined by GEOID03.
 BX2200
 BX2200;                    North         East    Units  Estimated Accuracy
 BX2200;SPC LA N     -   145,800.      887,540.      MT  (+/- 180 meters Scaled)
 BX2200
 BX2200                          SUPERSEDED SURVEY CONTROL
 BX2200
 BX2200  NGVD 29 (??/??/??)   64.714  (m)          212.32   (f) ADJUSTED    2 0
 BX2200
 BX2200.Superseded values are not recommended for survey control.
 BX2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2200.See file dsdata.txt to determine how the superseded data were derived.
 BX2200
 BX2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR349195(NAD 83)
 BX2200_MARKER: Z = SEE DESCRIPTION
 BX2200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2200_SP_SET: RAIL
 BX2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2200
 BX2200  HISTORY     - Date     Condition        Report By
 BX2200  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2200  HISTORY     - 1943     GOOD             CGS
 BX2200  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2200
 BX2200                          STATION DESCRIPTION
 BX2200
 BX2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2200'1.9 MI N FROM CONVERSE.
 BX2200'1.9 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM CONVERSE,
 BX2200'SABINE PARISH, AT STATION 32108+25, 20 FEET WEST OF A POINT 45 FEET
 BX2200'SOUTH OF THE THIRD POLE SOUTH OF MILEPOST 608.  THE TOP OF THE BALL OF
 BX2200'A VERTICAL RAIL.
 BX2200
 BX2200                          STATION RECOVERY (2001)
 BX2200
 BX2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2200'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4010 ***********************************************************************
 BJ4010  DESIGNATION -  609
 BJ4010  PID         -  BJ4010
 BJ4010  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4010  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4010
 BJ4010                         *CURRENT SURVEY CONTROL
 BJ4010  ___________________________________________________________________
 BJ4010* NAD 83(1986)-  30 33 29.     (N)    091 08 28.     (W)     SCALED    
 BJ4010* NAVD 88     -        20.254  (meters)      66.45   (feet)  ADJUSTED  
 BJ4010  ___________________________________________________________________
 BJ4010  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4010  DYNAMIC HT  -          20.228 (meters)      66.36  (feet)  COMP
 BJ4010  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ4010
 BJ4010  VERT ORDER  -  SECOND    CLASS II
 BJ4010
 BJ4010.The horizontal coordinates were scaled from a topographic map and have
 BJ4010.an estimated accuracy of +/- 6 seconds.
 BJ4010
 BJ4010.The orthometric height was determined by differential leveling
 BJ4010.and adjusted by the National Geodetic Survey in February 1994..
 BJ4010
 BJ4010.The geoid height was determined by GEOID03.
 BJ4010
 BJ4010.The dynamic height is computed by dividing the NAVD 88
 BJ4010.geopotential number by the normal gravity value computed on the
 BJ4010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4010.degrees latitude (g = 980.6199 gals.).
 BJ4010
 BJ4010.The modeled gravity was interpolated from observed gravity values.
 BJ4010
 BJ4010;                    North         East    Units  Estimated Accuracy
 BJ4010;SPC LA S     -   228,140.    1,018,440.      MT  (+/- 180 meters Scaled)
 BJ4010
 BJ4010                          SUPERSEDED SURVEY CONTROL
 BJ4010
 BJ4010.No superseded survey control is available for this station.
 BJ4010
 BJ4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP782820(NAD 83)
 BJ4010_MARKER: DB = BENCH MARK DISK
 BJ4010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4010_SP_SET: CONCRETE POST
 BJ4010_STAMPING: 609
 BJ4010_MARK LOGO: LA-033
 BJ4010_PROJECTION: RECESSED 2 CENTIMETERS
 BJ4010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4010+STABILITY: SURFACE MOTION
 BJ4010
 BJ4010  HISTORY     - Date     Condition        Report By
 BJ4010  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4010  HISTORY     - 1987     GOOD             LA-033
 BJ4010
 BJ4010                          STATION DESCRIPTION
 BJ4010
 BJ4010'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4010'4.4 KM (2.75 MI) SW FROM BAKER.
 BJ4010'ABOUT 3.5 KM (2.15 MI) EAST ON THOMAS ROAD FROM THE INTERSECTION OF
 BJ4010'THOMAS ROAD AND STATE HIGHWAY 19 ABOUT 3.2 KM (2 MI) SOUTH OF BAKER
 BJ4010'TO TROY STREET AND THE BENCH MARK ON THE RIGHT, 13.7 METERS (45 FT)
 BJ4010'SOUTH OF THE CENTER OF THOMAS ROAD 14.3 METERS (47 FT) WEST OF THE
 BJ4010'CENTER OF TROY STREET, 9.4 METERS (31 FT) NORTH-NORTHEAST OF THE
 BJ4010'NORTHEAST CORNER OF A BRICK HOUSE NO. 5288, 9.1 METERS (30 FT) WEST-
 BJ4010'NORTHWEST OF A FIRE HYDRANT, 7 METERS (23 FT) SOUTHWEST OF A POWER
 BJ4010'POLE AND 0.3 METERS (1 FT) NORTH OF NORTH EDGE OF EAST-WEST SIDEWALK.
 BJ4010'THE MARK IS 7.01 METERS  SW FROM A WITNESS POST.
 BJ4010'THE MARK IS 0.31 M BELOW THOMAS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3053 ***********************************************************************
 CQ3053  DESIGNATION -  60A001
 CQ3053  PID         -  CQ3053
 CQ3053  STATE/COUNTY-  LA/WEBSTER
 CQ3053  USGS QUAD   -  DOYLINE (1981)
 CQ3053
 CQ3053                         *CURRENT SURVEY CONTROL
 CQ3053  ___________________________________________________________________
 CQ3053* NAD 83(1992)-  32 34 35.27812(N)    093 24 54.76206(W)     ADJUSTED  
 CQ3053* NAVD 88     -        67.3    (meters)     221.     (feet)  VERTCON   
 CQ3053  ___________________________________________________________________
 CQ3053  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CQ3053  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3053
 CQ3053  HORZ ORDER  -  SECOND
 CQ3053
 CQ3053.The horizontal coordinates were established by classical geodetic methods
 CQ3053.and adjusted by the National Geodetic Survey in January 1993..
 CQ3053
 CQ3053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3053
 CQ3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3053
 CQ3053.The geoid height was determined by GEOID03.
 CQ3053
 CQ3053;                    North         East     Units Scale Factor Converg.
 CQ3053;SPC LA N     -   230,596.847   914,066.908   MT  0.99998068   -0 29 01.9
 CQ3053;SPC LA N     -   756,549.82  2,998,901.18   sFT  0.99998068   -0 29 01.9
 CQ3053;UTM  15      - 3,604,411.564   461,028.254   MT  0.99961873   -0 13 24.8
 CQ3053
 CQ3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3053!SPC LA N     -   0.99999351  x   0.99998068  =   0.99997419
 CQ3053!UTM  15      -   0.99999351  x   0.99961873  =   0.99961224
 CQ3053
 CQ3053:                Primary Azimuth Mark                     Grid Az
 CQ3053:SPC LA N     -  60A002                                   081 32 07.5
 CQ3053:UTM  15      -  60A002                                   081 16 30.4
 CQ3053
 CQ3053|---------------------------------------------------------------------|
 CQ3053| PID    Reference Object                     Distance      Geod. Az  |
 CQ3053|                                                           dddmmss.s |
 CQ3053| CQ3049 60A002                              APPROX. 1.5 KM 0810305.6 |
 CQ3053| CQ3043 CHURCH AZ MK RESET                  APPROX. 1.2 KM 0823254.1 |
 CQ3053|---------------------------------------------------------------------|
 CQ3053
 CQ3053                          SUPERSEDED SURVEY CONTROL
 CQ3053
 CQ3053  NAD 83(1986)-  32 34 35.29059(N)    093 24 54.75428(W) AD(       ) 2
 CQ3053  NAD 27      -  32 34 34.75041(N)    093 24 54.13836(W) AD(       ) 2
 CQ3053  NGVD 29 (07/19/86)   67.4    (m)          221.     (f) VERT ANG       
 CQ3053
 CQ3053.Superseded values are not recommended for survey control.
 CQ3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3053.See file dsdata.txt to determine how the superseded data were derived.
 CQ3053
 CQ3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6102804412(NAD 83)
 CQ3053_MARKER: DD = SURVEY DISK
 CQ3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3053+STABILITY: SURFACE MOTION
 CQ3053
 CQ3053  HISTORY     - Date     Condition        Report By
 CQ3053  HISTORY     - 1966     MONUMENTED       LADH
 CQ3053
 CQ3053                          STATION DESCRIPTION
 CQ3053
 CQ3053'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3053'STATION IS LOCATED ABOUT 7.5 MILES WEST OF MINDEN, LOUISIANA,
 CQ3053'ALONG U.S. HWY. 79 AND 80, 63.10 FEET NORTHWEST OF GAS METER
 CQ3053'NO. 75 ON THE MAIN LINE OF THE ARKLA GAS PIPELINE, 7.00
 CQ3053'FEET NORTH OF A 30 INCH GUM TREE, 1.35 FEET NORTH OF A METAL
 CQ3053'WITNESS POST AND SIGN, 112.30 FEET NORTHEAST OF THE EAST
 CQ3053'HEADWALL ON A SIDEDRAIN ALONG THE NORTH LANE OF U.S. HWY. 79
 CQ3053'AND 80, APPROXIMATELY 300 FEET NORTHEAST OF ENTRANCE TO THE
 CQ3053'LOUISIANA ORDNANCE PLANT, 112.97 FEET NORTH OF THE CENTERLINE
 CQ3053'OF THE WEST BOUND LANE OF U.S. HWY. 79 AND 80, AND 65.20
 CQ3053'FEET NORTHWEST OF LADDER OVER FENCE TO ABOVE MENTIONED GAS
 CQ3053'METER.
 CQ3053'
 CQ3053'STATION IS STANDARD BRONZE DISK SET IN A ROUND CONCRETE POST
 CQ3053'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ3053'
 CQ3053'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3053'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY. 79 AND 80 WEST FOR
 CQ3053'0.10 MILE TO THE INTERSECTION WITH LA. HWY. 7, THENCE SOUTH
 CQ3053'ALONG LA. HWY. 7 FOR 1.71 MILES TO THE INTERCHANGE ON INTERSTATE
 CQ3053'20, THENCE WEST ALONG INTERSTATE 20 FOR 5.91 MILES TO THE
 CQ3053'INTERSECTION WITH U.S. HWY. 79 AND 80, THENCE WEST ALONG
 CQ3053'U.S. HWY. 79 AND 80 FOR 1.60 MILES TO STATION SET NORTH OF
 CQ3053'HIGHWAY IN PASTURE.
 CQ3053'
 CQ3053'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3049 ***********************************************************************
 CQ3049  DESIGNATION -  60A002
 CQ3049  PID         -  CQ3049
 CQ3049  STATE/COUNTY-  LA/WEBSTER
 CQ3049  USGS QUAD   -  DOYLINE (1981)
 CQ3049
 CQ3049                         *CURRENT SURVEY CONTROL
 CQ3049  ___________________________________________________________________
 CQ3049* NAD 83(1992)-  32 34 43.01810(N)    093 23 56.67886(W)     ADJUSTED  
 CQ3049* NAVD 88     -        63.69   (+/-2cm)     209.0    (feet)  VERTCON   
 CQ3049  ___________________________________________________________________
 CQ3049  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 CQ3049  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3049
 CQ3049  HORZ ORDER  -  SECOND
 CQ3049  VERT ORDER  -  THIRD ? (See Below)
 CQ3049
 CQ3049.The horizontal coordinates were established by classical geodetic methods
 CQ3049.and adjusted by the National Geodetic Survey in January 1993..
 CQ3049
 CQ3049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3049.The vertical order pertains to the NGVD 29 superseded value.
 CQ3049
 CQ3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3049
 CQ3049.The geoid height was determined by GEOID03.
 CQ3049
 CQ3049;                    North         East     Units Scale Factor Converg.
 CQ3049;SPC LA N     -   230,822.581   915,583.761   MT  0.99998111   -0 28 31.2
 CQ3049;SPC LA N     -   757,290.42  3,003,877.72   sFT  0.99998111   -0 28 31.2
 CQ3049;UTM  15      - 3,604,644.105   462,543.516   MT  0.99961730   -0 12 53.6
 CQ3049
 CQ3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3049!SPC LA N     -   0.99999408  x   0.99998111  =   0.99997519
 CQ3049!UTM  15      -   0.99999408  x   0.99961730  =   0.99961138
 CQ3049
 CQ3049|---------------------------------------------------------------------|
 CQ3049| PID    Reference Object                     Distance      Geod. Az  |
 CQ3049|                                                           dddmmss.s |
 CQ3049| CQ3043 CHURCH AZ MK RESET                  351.434 METERS 25601     |
 CQ3049|---------------------------------------------------------------------|
 CQ3049
 CQ3049                          SUPERSEDED SURVEY CONTROL
 CQ3049
 CQ3049  NAD 83(1986)-  32 34 43.03058(N)    093 23 56.67106(W) AD(       ) 2
 CQ3049  NAD 27      -  32 34 42.49031(N)    093 23 56.05669(W) AD(       ) 2
 CQ3049  NGVD 29 (07/19/86)   63.75   (m)          209.2    (f) LEVELING    3  
 CQ3049
 CQ3049.Superseded values are not recommended for survey control.
 CQ3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3049.See file dsdata.txt to determine how the superseded data were derived.
 CQ3049
 CQ3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6254404644(NAD 83)
 CQ3049_MARKER: DD = SURVEY DISK
 CQ3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3049+STABILITY: SURFACE MOTION
 CQ3049
 CQ3049  HISTORY     - Date     Condition        Report By
 CQ3049  HISTORY     - 1966     MONUMENTED       LADH
 CQ3049  HISTORY     - 19971018 GOOD             USPSQD
 CQ3049
 CQ3049                          STATION DESCRIPTION
 CQ3049
 CQ3049'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3049'STATION IS LOCATED ABOUT 6.5 MILES WEST OF MINDEN, LA.,
 CQ3049'ALONG U.S. HWY 79 AND 80, 61.20 FEET SOUTH OF THE CENTERLINE
 CQ3049'OF THE EAST BOUND LANE OF U.S. HWY 79 AND 80, 1.50 FEET
 CQ3049'SOUTHEAST OF A METAL WITNESS POST AND SIGN, 220 FEET SOUTHWEST
 CQ3049'OF A HIGHWAY RIGHT OF WAY MARKER, 49.35 FEET SOUTHWEST OF
 CQ3049'POWER POLE NO. 41 IN RIGHT OF WAY FENCE ALONG LOUISIANA
 CQ3049'ORDNANCE PLANT PROPERTY, 50.00 FEET NORTHWEST OF WOOD LINE
 CQ3049'ALONG FIRELINE, 262.42 FEET EAST OF SOUTH HEADWALL ON CROSS
 CQ3049'DRAIN UNDER THE EASTBOUND LANE OF U.S. HWY 79 AND 80, 1
 CQ3049'FOOT SOUTH OF 4 STRAND BARBED WIRE FENCE ALONG HIGHWAY
 CQ3049'RIGHT OF WAY.
 CQ3049'
 CQ3049'STATION IS MARKED WITH A STANDARD BRONZE DISK SET IN A ROUND
 CQ3049'CONCRETE POST PROJECTING APPROXIMATELY 4 INCHES ABOVE THE
 CQ3049'SURFACE OF THE GROUND.  STATION IS STAMPED 60A002.
 CQ3049'
 CQ3049'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3049'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ3049'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH
 CQ3049'ALONG LA HWY 7 FOR 1.71 MILES TO THE INTERCHANGE ON INTERSTATE
 CQ3049'20, THENCE WEST ALONG INTERSTATE 20 FOR 5.91 MILES TO THE
 CQ3049'INTERSECTION WITH U.S. HWY 79 AND 80, THENCE WEST ALONG U.S.
 CQ3049'HWY 79 AND 80 FOR 0.63 MILES TO STATION SET SOUTH OF HIGHWAY
 CQ3049'IN FENCELINE.
 CQ3049'
 CQ3049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3049
 CQ3049                          STATION RECOVERY (1997)
 CQ3049
 CQ3049'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3045 ***********************************************************************
 CQ3045  DESIGNATION -  60A003
 CQ3045  PID         -  CQ3045
 CQ3045  STATE/COUNTY-  LA/WEBSTER
 CQ3045  USGS QUAD   -  DOYLINE (1981)
 CQ3045
 CQ3045                         *CURRENT SURVEY CONTROL
 CQ3045  ___________________________________________________________________
 CQ3045* NAD 83(1992)-  32 34 59.01871(N)    093 23 24.85411(W)     ADJUSTED  
 CQ3045* NAVD 88     -        61.45   (+/-2cm)     201.6    (feet)  VERTCON   
 CQ3045  ___________________________________________________________________
 CQ3045  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CQ3045  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3045
 CQ3045  HORZ ORDER  -  SECOND
 CQ3045  VERT ORDER  -  THIRD ? (See Below)
 CQ3045
 CQ3045.The horizontal coordinates were established by classical geodetic methods
 CQ3045.and adjusted by the National Geodetic Survey in January 1993..
 CQ3045
 CQ3045.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3045.The vertical order pertains to the NGVD 29 superseded value.
 CQ3045
 CQ3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3045
 CQ3045.The geoid height was determined by GEOID03.
 CQ3045
 CQ3045;                    North         East     Units Scale Factor Converg.
 CQ3045;SPC LA N     -   231,308.598   916,417.816   MT  0.99998201   -0 28 14.4
 CQ3045;SPC LA N     -   758,884.96  3,006,614.12   sFT  0.99998201   -0 28 14.4
 CQ3045;UTM  15      - 3,605,133.729   463,375.050   MT  0.99961654   -0 12 36.6
 CQ3045
 CQ3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3045!SPC LA N     -   0.99999443  x   0.99998201  =   0.99997644
 CQ3045!UTM  15      -   0.99999443  x   0.99961654  =   0.99961097
 CQ3045
 CQ3045:                Primary Azimuth Mark                     Grid Az
 CQ3045:SPC LA N     -  60A002                                   239 46 12.2
 CQ3045:UTM  15      -  60A002                                   239 30 34.4
 CQ3045
 CQ3045|---------------------------------------------------------------------|
 CQ3045| PID    Reference Object                     Distance      Geod. Az  |
 CQ3045|                                                           dddmmss.s |
 CQ3045| CQ3049 60A002                              APPROX. 1.0 KM 2391757.8 |
 CQ3045|---------------------------------------------------------------------|
 CQ3045
 CQ3045                          SUPERSEDED SURVEY CONTROL
 CQ3045
 CQ3045  NAD 83(1986)-  32 34 59.03125(N)    093 23 24.84624(W) AD(       ) 2
 CQ3045  NAD 27      -  32 34 58.49149(N)    093 23 24.23253(W) AD(       ) 2
 CQ3045  NGVD 29 (07/19/86)   61.51   (m)          201.8    (f) LEVELING    3  
 CQ3045
 CQ3045.Superseded values are not recommended for survey control.
 CQ3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3045.See file dsdata.txt to determine how the superseded data were derived.
 CQ3045
 CQ3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6337505134(NAD 83)
 CQ3045_MARKER: DD = SURVEY DISK
 CQ3045_SETTING: 0 = UNSPECIFIED SETTING
 CQ3045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3045
 CQ3045  HISTORY     - Date     Condition        Report By
 CQ3045  HISTORY     - 1966     MONUMENTED       LADH
 CQ3045  HISTORY     - 1970     SEE DESCRIPTION  NGS
 CQ3045  HISTORY     - 19971018 GOOD             USPSQD
 CQ3045
 CQ3045                          STATION DESCRIPTION
 CQ3045
 CQ3045'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3045'STATION IS WEST ALONG INTERSTATE 20, 5.91 MILES FROM THE
 CQ3045'SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7.  STATION IS
 CQ3045'SET IN MEDIAN AT INTERSECTION OF INTERSTATE 20 AND U.S. HWY
 CQ3045'79 AND 80, 100.15 FEET SOUTHWEST OF POLE WITH CONTROL BOX
 CQ3045'FOR CAUTION LIGHTS, 1.31 FEET EAST OF A METAL WITNESS POST
 CQ3045'AND SIGN, DUE SOUTH OF ELECTRIC SUB STATION OF THE LA. POWER
 CQ3045'AND LIGHT CO., 226.83 FEET NORTHWEST OF CENTERLINE OF ACCESS
 CQ3045'ROAD ON EAST BOUND LANE OF INTERSTATE 20.
 CQ3045'
 CQ3045'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
 CQ3045'POST PROJECTING APPROXIMATELY 4 INCHES ABOVE THE SURFACE
 CQ3045'OF THE GROUND.  STATION IS STAMPED 60A003.
 CQ3045'
 CQ3045'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3045'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ3045'0.10 MILE TO THE INTERSECTION OF LA HWY 7, THENCE SOUTH
 CQ3045'ALONG LA HWY 7 FOR 1.71 MILES TO THE INTERCHANGE ON INTERSTATE
 CQ3045'20, THENCE WEST ALONG INTERSTATE 20 FOR 5.91 MILES TO STATION
 CQ3045'SET IN MEDIAN AT INTERSECTION OF INTERSTATE 20, AND U.S.
 CQ3045'HWY 79 AND 80.
 CQ3045'
 CQ3045'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3045
 CQ3045                          STATION RECOVERY (1970)
 CQ3045
 CQ3045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CQ3045'THE STATION WAS VISITED 12-2-70 AND THE MARK WAS FOUND IN
 CQ3045'GOOD CONDITION.  THE MARK WAS REQUESTED MOVED BY THE LOUISIANA
 CQ3045'HIGHWAY DEPARTMENT DUE TO HIGHWAY CONSTRUCTION.  A NEW STATION
 CQ3045'60A003 RESET 1970 WAS ESTABLISHED AT THIS DATE.
 CQ3045
 CQ3045                          STATION RECOVERY (1997)
 CQ3045
 CQ3045'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3051 ***********************************************************************
 CQ3051  DESIGNATION -  60A003 RESET
 CQ3051  PID         -  CQ3051
 CQ3051  STATE/COUNTY-  LA/WEBSTER
 CQ3051  USGS QUAD   -  DOYLINE (1981)
 CQ3051
 CQ3051                         *CURRENT SURVEY CONTROL
 CQ3051  ___________________________________________________________________
 CQ3051* NAD 83(1992)-  32 35 00.45377(N)    093 23 26.18959(W)     ADJUSTED  
 CQ3051* NAVD 88     -        61.7    (meters)     202.     (feet)  VERTCON   
 CQ3051  ___________________________________________________________________
 CQ3051  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CQ3051  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3051
 CQ3051  HORZ ORDER  -  SECOND
 CQ3051
 CQ3051.The horizontal coordinates were established by classical geodetic methods
 CQ3051.and adjusted by the National Geodetic Survey in January 1993..
 CQ3051
 CQ3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3051
 CQ3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3051
 CQ3051.The geoid height was determined by GEOID03.
 CQ3051
 CQ3051;                    North         East     Units Scale Factor Converg.
 CQ3051;SPC LA N     -   231,353.088   916,383.351   MT  0.99998209   -0 28 15.1
 CQ3051;SPC LA N     -   759,030.92  3,006,501.04   sFT  0.99998209   -0 28 15.1
 CQ3051;UTM  15      - 3,605,178.046   463,340.395   MT  0.99961657   -0 12 37.3
 CQ3051
 CQ3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3051!SPC LA N     -   0.99999439  x   0.99998209  =   0.99997648
 CQ3051!UTM  15      -   0.99999439  x   0.99961657  =   0.99961096
 CQ3051
 CQ3051                          SUPERSEDED SURVEY CONTROL
 CQ3051
 CQ3051  NAD 83(1986)-  32 35 00.46639(N)    093 23 26.18180(W) AD(       ) 2
 CQ3051  NAD 27      -  32 34 59.92659(N)    093 23 25.56797(W) AD(       ) 2
 CQ3051  NGVD 29 (07/19/86)   61.8    (m)          203.     (f) VERT ANG       
 CQ3051
 CQ3051.Superseded values are not recommended for survey control.
 CQ3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3051.See file dsdata.txt to determine how the superseded data were derived.
 CQ3051
 CQ3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6334005178(NAD 83)
 CQ3051_MARKER: DS = TRIANGULATION STATION DISK
 CQ3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3051_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3051+STABILITY: SURFACE MOTION
 CQ3051
 CQ3051  HISTORY     - Date     Condition        Report By
 CQ3051  HISTORY     - 1970     MONUMENTED       LADH
 CQ3051  HISTORY     - 1987     GOOD             LADTD
 CQ3051  HISTORY     - 19971018 GOOD             USPSQD
 CQ3051
 CQ3051                          STATION DESCRIPTION
 CQ3051
 CQ3051'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (LFS)
 CQ3051'THE STATION IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CQ3051'INTERSTATE I-20.  IT IS IN THE NORTHWEST QUADRANT OF THE
 CQ3051'INTERSECTION, 40 FEET NORTHWEST OF THE SOUTHWEST BOUND LANE OF U.S.
 CQ3051'HIGHWAY 80, 125 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CQ3051'FENCE AROUND THE SUB STATION 160 FEET NORTH-NORTHEAST OF THE
 CQ3051'CENTER OF THE WEST BOUND LANE OF I-20, 5 FEET SOUTHWEST OF A FENCE
 CQ3051'CORNER, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A U.S.C.
 CQ3051'AND GS AND STATE SURVEY DISK, STAMPED 60A003 RESET 1970, SET
 CQ3051'IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES.
 CQ3051'
 CQ3051'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND 80 AND STATE
 CQ3051'HIGHWAY 5 AT DIXIE INN, GO SOUTHWEST ON U.S. HIGHWAY 79 AND 80
 CQ3051'FOR 3.25 MILES TO THE OVERPASS ON I-20 AND THE MARK ON THE RIGHT.
 CQ3051
 CQ3051                          STATION RECOVERY (1987)
 CQ3051
 CQ3051'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3051'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3051
 CQ3051                          STATION RECOVERY (1997)
 CQ3051
 CQ3051'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3028 ***********************************************************************
 CQ3028  DESIGNATION -  60A005
 CQ3028  PID         -  CQ3028
 CQ3028  STATE/COUNTY-  LA/WEBSTER
 CQ3028  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3028
 CQ3028                         *CURRENT SURVEY CONTROL
 CQ3028  ___________________________________________________________________
 CQ3028* NAD 83(1992)-  32 35 09.81708(N)    093 21 11.29715(W)     ADJUSTED  
 CQ3028* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 CQ3028  ___________________________________________________________________
 CQ3028  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CQ3028  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ3028
 CQ3028  HORZ ORDER  -  SECOND
 CQ3028
 CQ3028.The horizontal coordinates were established by classical geodetic methods
 CQ3028.and adjusted by the National Geodetic Survey in January 1993..
 CQ3028
 CQ3028.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3028
 CQ3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3028
 CQ3028.The geoid height was determined by GEOID03.
 CQ3028
 CQ3028;                    North         East     Units Scale Factor Converg.
 CQ3028;SPC LA N     -   231,613.206   919,903.510   MT  0.99998261   -0 27 03.8
 CQ3028;SPC LA N     -   759,884.33  3,018,050.10   sFT  0.99998261   -0 27 03.8
 CQ3028;UTM  15      - 3,605,454.076   466,858.041   MT  0.99961354   -0 11 24.7
 CQ3028
 CQ3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3028!SPC LA N     -   0.99999382  x   0.99998261  =   0.99997643
 CQ3028!UTM  15      -   0.99999382  x   0.99961354  =   0.99960736
 CQ3028
 CQ3028:                Primary Azimuth Mark                     Grid Az
 CQ3028:SPC LA N     -  60A006                                   072 24 06.2
 CQ3028:UTM  15      -  60A006                                   072 08 27.1
 CQ3028
 CQ3028|---------------------------------------------------------------------|
 CQ3028| PID    Reference Object                     Distance      Geod. Az  |
 CQ3028|                                                           dddmmss.s |
 CQ3028| CQ3037 60A006                              APPROX. 0.9 KM 0715702.4 |
 CQ3028|---------------------------------------------------------------------|
 CQ3028
 CQ3028                          SUPERSEDED SURVEY CONTROL
 CQ3028
 CQ3028  NAD 83(1986)-  32 35 09.82964(N)    093 21 11.28947(W) AD(       ) 2
 CQ3028  NAD 27      -  32 35 09.28996(N)    093 21 10.67999(W) AD(       ) 2
 CQ3028  NGVD 29 (07/19/86)   65.4    (m)          215.     (f) VERT ANG       
 CQ3028
 CQ3028.Superseded values are not recommended for survey control.
 CQ3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3028.See file dsdata.txt to determine how the superseded data were derived.
 CQ3028
 CQ3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6685805454(NAD 83)
 CQ3028_MARKER: DD = SURVEY DISK
 CQ3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3028_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3028+STABILITY: SURFACE MOTION
 CQ3028
 CQ3028  HISTORY     - Date     Condition        Report By
 CQ3028  HISTORY     - 1966     MONUMENTED       LADH
 CQ3028  HISTORY     - 1987     GOOD             LADTD
 CQ3028  HISTORY     - 19971018 GOOD             USPSQD
 CQ3028
 CQ3028                          STATION DESCRIPTION
 CQ3028
 CQ3028'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3028'STATION IS WEST ALONG INTERSTATE 20, 3.68 MILES FROM THE SIBLEY
 CQ3028'OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE 20,
 CQ3028'98.92 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE
 CQ3028'ON INTERSTATE 20, 433.30 FEET WEST OF WEST RAIL OF WEST SPUR
 CQ3028'LEADING TO LOUISIANA ORDNANCE PLANT, 1.40 FEET EAST OF A
 CQ3028'METAL WITNESS POST AND SIGN 6.00 FEET NORTH OF RIGHT OF WAY
 CQ3028'FENCE, 33.50 FEET WEST OF A 20 INCH PINE TREE IN HIGHWAY
 CQ3028'RIGHT OF WAY AND 327.19 FEET SOUTHEAST OF THE SOUTH HEADWALL
 CQ3028'ON CROSS-DRAIN UNDER THE EAST BOUND LANE OF INTERSTATE 20.
 CQ3028'
 CQ3028'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3028'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF
 CQ3028'THE GROUND.  STATION IS MARKED 60A005.
 CQ3028'
 CQ3028'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3028'IN MINDEN, LA., FOLLOW U.S. HWY 79 AND 80 FOR 0.10 MILE WEST
 CQ3028'TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG LA
 CQ3028'HWY 7 FOR 1.71 MILES TO THE INTERCHANGE ON INTERSTATE 20,
 CQ3028'THENCE WEST ALONG INTERSTATE 20 FOR 3.68 MILES TO STATION
 CQ3028'SET SOUTH OF HIGHWAY.
 CQ3028'
 CQ3028'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3028
 CQ3028                          STATION RECOVERY (1987)
 CQ3028
 CQ3028'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3028'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3028
 CQ3028                          STATION RECOVERY (1997)
 CQ3028
 CQ3028'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3037 ***********************************************************************
 CQ3037  DESIGNATION -  60A006
 CQ3037  PID         -  CQ3037
 CQ3037  STATE/COUNTY-  LA/WEBSTER
 CQ3037  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3037
 CQ3037                         *CURRENT SURVEY CONTROL
 CQ3037  ___________________________________________________________________
 CQ3037* NAD 83(1992)-  32 35 18.38956(N)    093 20 40.22012(W)     ADJUSTED  
 CQ3037* NAVD 88     -        62.5    (meters)     205.     (feet)  VERTCON   
 CQ3037  ___________________________________________________________________
 CQ3037  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CQ3037  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ3037
 CQ3037  HORZ ORDER  -  SECOND
 CQ3037
 CQ3037.The horizontal coordinates were established by classical geodetic methods
 CQ3037.and adjusted by the National Geodetic Survey in January 1993..
 CQ3037
 CQ3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3037
 CQ3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3037
 CQ3037.The geoid height was determined by GEOID03.
 CQ3037
 CQ3037;                    North         East     Units Scale Factor Converg.
 CQ3037;SPC LA N     -   231,870.918   920,716.010   MT  0.99998310   -0 26 47.4
 CQ3037;SPC LA N     -   760,729.84  3,020,715.78   sFT  0.99998310   -0 26 47.4
 CQ3037;UTM  15      - 3,605,715.389   467,669.060   MT  0.99961289   -0 11 08.0
 CQ3037
 CQ3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3037!SPC LA N     -   0.99999425  x   0.99998310  =   0.99997735
 CQ3037!UTM  15      -   0.99999425  x   0.99961289  =   0.99960715
 CQ3037
 CQ3037:                Primary Azimuth Mark                     Grid Az
 CQ3037:SPC LA N     -  60A007                                   075 48 19.8
 CQ3037:UTM  15      -  60A007                                   075 32 40.4
 CQ3037
 CQ3037|---------------------------------------------------------------------|
 CQ3037| PID    Reference Object                     Distance      Geod. Az  |
 CQ3037|                                                           dddmmss.s |
 CQ3037| CQ3033 60A007                              APPROX. 0.8 KM 0752132.4 |
 CQ3037|---------------------------------------------------------------------|
 CQ3037
 CQ3037                          SUPERSEDED SURVEY CONTROL
 CQ3037
 CQ3037  NAD 83(1986)-  32 35 18.40209(N)    093 20 40.21260(W) AD(       ) 2
 CQ3037  NAD 27      -  32 35 17.86246(N)    093 20 39.60388(W) AD(       ) 2
 CQ3037  NGVD 29 (07/19/86)   62.6    (m)          205.     (f) VERT ANG       
 CQ3037
 CQ3037.Superseded values are not recommended for survey control.
 CQ3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3037.See file dsdata.txt to determine how the superseded data were derived.
 CQ3037
 CQ3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6766905715(NAD 83)
 CQ3037_MARKER: DD = SURVEY DISK
 CQ3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3037_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3037+STABILITY: SURFACE MOTION
 CQ3037
 CQ3037  HISTORY     - Date     Condition        Report By
 CQ3037  HISTORY     - 1966     MONUMENTED       LADH
 CQ3037  HISTORY     - 1987     GOOD             LADTD
 CQ3037  HISTORY     - 19971018 GOOD             USPSQD
 CQ3037
 CQ3037                          STATION DESCRIPTION
 CQ3037
 CQ3037'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3037'STATION IS WEST 3.15 MILES ALONG INTERSTATE 20 FROM THE
 CQ3037'SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ3037'20, 49.72 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 CQ3037'LAND OF INTERSTATE 20, 203.25 FEET SOUTHEAST OF HIGHWAY RIGHT
 CQ3037'OF WAY MARKER IN CORNER OF RIGHT OF WAY FENCE NORTH OF INTERSTATE
 CQ3037'20, 23.00 FEET SOUTH OF A 20 INCH PINE TREE, 119.35 FEET
 CQ3037'SOUTH OF A 20 INCH TWIN PINE TREE IN THE HIGHWAY RIGHT OF WAY
 CQ3037'AND 1.45 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CQ3037'
 CQ3037'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3037'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ3037'GROUND.  STATION IS STAMPED 60A006.
 CQ3037'
 CQ3037'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3037'MINDEN, LA., FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10 MILE
 CQ3037'TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG LA
 CQ3037'HWY 7 FOR 1.71 MILES TO THE INTERCHANGE ON INTERSTATE 20,
 CQ3037'THENCE WEST ALONG INTERSTATE 20 FOR 3.15 MILES TO STATION SET
 CQ3037'NORTH OF HIGHWAY.
 CQ3037'
 CQ3037'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3037
 CQ3037                          STATION RECOVERY (1987)
 CQ3037
 CQ3037'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3037'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3037
 CQ3037                          STATION RECOVERY (1997)
 CQ3037
 CQ3037'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3033 ***********************************************************************
 CQ3033  DESIGNATION -  60A007
 CQ3033  PID         -  CQ3033
 CQ3033  STATE/COUNTY-  LA/WEBSTER
 CQ3033  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3033
 CQ3033                         *CURRENT SURVEY CONTROL
 CQ3033  ___________________________________________________________________
 CQ3033* NAD 83(1992)-  32 35 25.05940(N)    093 20 10.05760(W)     ADJUSTED  
 CQ3033* NAVD 88     -        54.3    (meters)     178.     (feet)  VERTCON   
 CQ3033  ___________________________________________________________________
 CQ3033  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CQ3033  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3033
 CQ3033  HORZ ORDER  -  SECOND
 CQ3033
 CQ3033.The horizontal coordinates were established by classical geodetic methods
 CQ3033.and adjusted by the National Geodetic Survey in January 1993..
 CQ3033
 CQ3033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3033
 CQ3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3033
 CQ3033.The geoid height was determined by GEOID03.
 CQ3033
 CQ3033;                    North         East     Units Scale Factor Converg.
 CQ3033;SPC LA N     -   232,070.272   921,504.169   MT  0.99998348   -0 26 31.4
 CQ3033;SPC LA N     -   761,383.88  3,023,301.59   sFT  0.99998348   -0 26 31.4
 CQ3033;UTM  15      - 3,605,918.256   468,456.011   MT  0.99961227   -0 10 51.8
 CQ3033
 CQ3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3033!SPC LA N     -   0.99999554  x   0.99998348  =   0.99997902
 CQ3033!UTM  15      -   0.99999554  x   0.99961227  =   0.99960781
 CQ3033
 CQ3033:                Primary Azimuth Mark                     Grid Az
 CQ3033:SPC LA N     -  60A006                                   255 48 20.0
 CQ3033:UTM  15      -  60A006                                   255 32 40.4
 CQ3033
 CQ3033|---------------------------------------------------------------------|
 CQ3033| PID    Reference Object                     Distance      Geod. Az  |
 CQ3033|                                                           dddmmss.s |
 CQ3033| CQ3037 60A006                              APPROX. 0.8 KM 2552148.6 |
 CQ3033|---------------------------------------------------------------------|
 CQ3033
 CQ3033                          SUPERSEDED SURVEY CONTROL
 CQ3033
 CQ3033  NAD 83(1986)-  32 35 25.07190(N)    093 20 10.05026(W) AD(       ) 2
 CQ3033  NAD 27      -  32 35 24.53220(N)    093 20 09.44235(W) AD(       ) 2
 CQ3033  NGVD 29 (07/19/86)   54.4    (m)          178.     (f) VERT ANG       
 CQ3033
 CQ3033.Superseded values are not recommended for survey control.
 CQ3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3033.See file dsdata.txt to determine how the superseded data were derived.
 CQ3033
 CQ3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6845605918(NAD 83)
 CQ3033_MARKER: DD = SURVEY DISK
 CQ3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3033_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3033+STABILITY: SURFACE MOTION
 CQ3033
 CQ3033  HISTORY     - Date     Condition        Report By
 CQ3033  HISTORY     - 1966     MONUMENTED       LADH
 CQ3033  HISTORY     - 1987     GOOD             LADTD
 CQ3033  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3033
 CQ3033                          STATION DESCRIPTION
 CQ3033
 CQ3033'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3033'STATION IS WEST 2.64 MILES ALONG INTERSTATE 20 FROM THE SIBLEY
 CQ3033'OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE 20.
 CQ3033'STATION IS SET IN THE SOUTHEAST CORNER OF THE EAST BOUND
 CQ3033'BRIDGE OVER THE DIXIE INN INTERCHANGE ON INTERSTATE 20, 7.50
 CQ3033'FEET NORTHWEST OF A METAL WITNESS POST AND SIGN AND 3 FEET
 CQ3033'NORTH OF SOUTH CURB IN ABUTMENT OF OVERPASS.
 CQ3033'
 CQ3033'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE.
 CQ3033'STATION IS MARKED 60A007.
 CQ3033'
 CQ3033'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3033'MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10
 CQ3033'MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG
 CQ3033'LA HWY 7 FOR 1.71 MILES TO THE INTERCHANGE ON INTERSTATE 20,
 CQ3033'THENCE WEST ALONG INTERSTATE 20 FOR 2.64 MILES TO STATION
 CQ3033'SET IN OVERPASS.
 CQ3033'
 CQ3033'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3033
 CQ3033                          STATION RECOVERY (1987)
 CQ3033
 CQ3033'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3033'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3033
 CQ3033                          STATION RECOVERY (1997)
 CQ3033
 CQ3033'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3031 ***********************************************************************
 CQ3031  DESIGNATION -  60A008
 CQ3031  PID         -  CQ3031
 CQ3031  STATE/COUNTY-  LA/WEBSTER
 CQ3031  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3031
 CQ3031                         *CURRENT SURVEY CONTROL
 CQ3031  ___________________________________________________________________
 CQ3031* NAD 83(1992)-  32 36 43.14740(N)    093 18 35.49495(W)     ADJUSTED  
 CQ3031* NAVD 88     -        78.5    (meters)     258.     (feet)  VERTCON   
 CQ3031  ___________________________________________________________________
 CQ3031  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CQ3031  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3031
 CQ3031  HORZ ORDER  -  SECOND
 CQ3031
 CQ3031.The horizontal coordinates were established by classical geodetic methods
 CQ3031.and adjusted by the National Geodetic Survey in January 1993..
 CQ3031
 CQ3031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3031
 CQ3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3031
 CQ3031.The geoid height was determined by GEOID03.
 CQ3031
 CQ3031;                    North         East     Units Scale Factor Converg.
 CQ3031;SPC LA N     -   234,456.931   923,988.089   MT  0.99998799   -0 25 41.4
 CQ3031;SPC LA N     -   769,214.11  3,031,450.92   sFT  0.99998799   -0 25 41.4
 CQ3031;UTM  15      - 3,608,315.311   470,928.103   MT  0.99961042   -0 10 01.2
 CQ3031
 CQ3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3031!SPC LA N     -   0.99999174  x   0.99998799  =   0.99997973
 CQ3031!UTM  15      -   0.99999174  x   0.99961042  =   0.99960216
 CQ3031
 CQ3031:                Primary Azimuth Mark                     Grid Az
 CQ3031:SPC LA N     -  60A009                                   090 31 53.1
 CQ3031:UTM  15      -  60A009                                   090 16 12.9
 CQ3031
 CQ3031|---------------------------------------------------------------------|
 CQ3031| PID    Reference Object                     Distance      Geod. Az  |
 CQ3031|                                                           dddmmss.s |
 CQ3031| CQ3027 60A009                              APPROX. 0.7 KM 0900611.7 |
 CQ3031|---------------------------------------------------------------------|
 CQ3031
 CQ3031                          SUPERSEDED SURVEY CONTROL
 CQ3031
 CQ3031  NAD 83(1986)-  32 36 43.15975(N)    093 18 35.48802(W) AD(       ) 2
 CQ3031  NAD 27      -  32 36 42.62120(N)    093 18 34.88120(W) AD(       ) 2
 CQ3031  NGVD 29 (07/19/86)   78.6    (m)          258.     (f) VERT ANG       
 CQ3031
 CQ3031.Superseded values are not recommended for survey control.
 CQ3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3031.See file dsdata.txt to determine how the superseded data were derived.
 CQ3031
 CQ3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7092808315(NAD 83)
 CQ3031_MARKER: DD = SURVEY DISK
 CQ3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3031+STABILITY: SURFACE MOTION
 CQ3031
 CQ3031  HISTORY     - Date     Condition        Report By
 CQ3031  HISTORY     - 1966     MONUMENTED       LADH
 CQ3031  HISTORY     - 19971018 GOOD             USPSQD
 CQ3031  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ3031
 CQ3031                          STATION DESCRIPTION
 CQ3031
 CQ3031'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3031'STATION IS SET IN SUBDIVISION IN SOUTHWEST MINDEN, LOUISIANA,
 CQ3031'117.50 FEET SOUTH OF CENTERLINE OF LINCOLN STREET, 14.90 FEET
 CQ3031'NORTHEAST OF POWER POLE SERVICE BETWEEN HOUSES, 1.28 FEET WEST
 CQ3031'OF A METAL WITNESS POST AND SIGN, 137.00 FEET NORTH OF THE
 CQ3031'CENTERLINE OF WEBSTER STREET, AND 73.00 FEET EAST OF UNDEVELOPED
 CQ3031'STREET.
 CQ3031'
 CQ3031'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3031'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ3031'GROUND.  STATION IS STAMPED 60A008.
 CQ3031'
 CQ3031'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3031'MINDEN, LOUISIANA, FOLLOW THE U.S. HWY 79 AND 80 WEST FOR
 CQ3031'1.50 MILES TO THE INTERSECTION WITH MAGNOLIA STREET, THENCE
 CQ3031'NORTH ON MAGNOLIA STREET FOR 0.28 MILE TO HARPER STREET, THENCE
 CQ3031'EAST ALONG HARPER STREET FOR 0.05 MILE TO COX LANE, THENCE
 CQ3031'NORTH ON COX LANE FOR 0.09 MILE TO REBECCA STREET, THENCE WEST
 CQ3031'ON REBECCA STREET FOR 0.05 MILE TO WEBSTER STREET, THENCE
 CQ3031'NORTH ON WEBSTER TO BOSSIER STREET, THENCE WEST ON BOSSIER
 CQ3031'STREET TO STATION SET SOUTH OF BOSSIER STREET AT WEST END OF
 CQ3031'BLOCK.
 CQ3031'
 CQ3031'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3031
 CQ3031                          STATION RECOVERY (1997)
 CQ3031
 CQ3031'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3031'RECOVERED IN GOOD CONDITION.
 CQ3031
 CQ3031                          STATION RECOVERY (2002)
 CQ3031
 CQ3031'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ3031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3027 ***********************************************************************
 CQ3027  DESIGNATION -  60A009
 CQ3027  PID         -  CQ3027
 CQ3027  STATE/COUNTY-  LA/WEBSTER
 CQ3027  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3027
 CQ3027                         *CURRENT SURVEY CONTROL
 CQ3027  ___________________________________________________________________
 CQ3027* NAD 83(1992)-  32 36 43.10725(N)    093 18 09.65165(W)     ADJUSTED  
 CQ3027* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 CQ3027  ___________________________________________________________________
 CQ3027  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CQ3027  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3027
 CQ3027  HORZ ORDER  -  SECOND
 CQ3027
 CQ3027.The horizontal coordinates were established by classical geodetic methods
 CQ3027.and adjusted by the National Geodetic Survey in September 1999..
 CQ3027
 CQ3027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3027
 CQ3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3027
 CQ3027.The geoid height was determined by GEOID03.
 CQ3027
 CQ3027;                    North         East     Units Scale Factor Converg.
 CQ3027;SPC LA N     -   234,450.682   924,661.846   MT  0.99998799   -0 25 27.8
 CQ3027;SPC LA N     -   769,193.61  3,033,661.41   sFT  0.99998799   -0 25 27.8
 CQ3027;UTM  15      - 3,608,312.134   471,601.627   MT  0.99960994   -0 09 47.3
 CQ3027
 CQ3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3027!SPC LA N     -   0.99999092  x   0.99998799  =   0.99997891
 CQ3027!UTM  15      -   0.99999092  x   0.99960994  =   0.99960086
 CQ3027
 CQ3027:                Primary Azimuth Mark                     Grid Az
 CQ3027:SPC LA N     -  MINDEN                                   176 48 17.0
 CQ3027:UTM  15      -  MINDEN                                   176 32 36.5
 CQ3027
 CQ3027|---------------------------------------------------------------------|
 CQ3027| PID    Reference Object                     Distance      Geod. Az  |
 CQ3027|                                                           dddmmss.s |
 CQ3027| CQ3040 MINDEN                              APPROX. 0.5 KM 1762249.2 |
 CQ3027|---------------------------------------------------------------------|
 CQ3027
 CQ3027                          SUPERSEDED SURVEY CONTROL
 CQ3027
 CQ3027  NAD 83(1992)-  32 36 43.10726(N)    093 18 09.65064(W) AD(       ) 2
 CQ3027  NAD 83(1986)-  32 36 43.11963(N)    093 18 09.64412(W) AD(       ) 2
 CQ3027  NAD 27      -  32 36 42.58072(N)    093 18 09.03688(W) AD(       ) 2
 CQ3027  NGVD 29 (07/19/86)   83.8    (m)          275.     (f) VERT ANG       
 CQ3027
 CQ3027.Superseded values are not recommended for survey control.
 CQ3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3027.See file dsdata.txt to determine how the superseded data were derived.
 CQ3027
 CQ3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7160208312(NAD 83)
 CQ3027_MARKER: DD = SURVEY DISK
 CQ3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3027+STABILITY: SURFACE MOTION
 CQ3027
 CQ3027  HISTORY     - Date     Condition        Report By
 CQ3027  HISTORY     - 1966     MONUMENTED       LADH
 CQ3027  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3027  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ3027
 CQ3027                          STATION DESCRIPTION
 CQ3027
 CQ3027'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3027'STATION IS IN WEST MINDEN, LOUISIANA, ON WINFORD STREET, NORTH
 CQ3027'OF U.S. HWY 79 AND 80, 15.55 FEET WEST OF CENTERLINE OF WINFORD
 CQ3027'STREET, 1.41 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CQ3027'128.50 FEET NORTH OF THE INTERSECTION OF REBECCA AND WINFORD
 CQ3027'STREET, AND 55.53 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CQ3027'RUSH LEWIS RESIDENCE ON THE NORTHWEST CORNER OF REBECCA AND
 CQ3027'WINFORD STREET.
 CQ3027'
 CQ3027'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3027'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ3027'STATION IS STAMPED 60A009.
 CQ3027'
 CQ3027'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3027'MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR 1.10
 CQ3027'MILE TO THE INTERSECTION OF WINFORD STREET, THENCE NORTH
 CQ3027'ALONG WINFORD STREET 0.45 MILES TO STATION SET ON THE SHOULDER
 CQ3027'ON THE WEST SIDE OF THE ROAD.
 CQ3027'
 CQ3027'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3027
 CQ3027                          STATION RECOVERY (1997)
 CQ3027
 CQ3027'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3027'MARK NOT FOUND.
 CQ3027
 CQ3027                          STATION RECOVERY (2002)
 CQ3027
 CQ3027'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ3027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3032 ***********************************************************************
 CQ3032  DESIGNATION -  60B001
 CQ3032  PID         -  CQ3032
 CQ3032  STATE/COUNTY-  LA/WEBSTER
 CQ3032  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3032
 CQ3032                         *CURRENT SURVEY CONTROL
 CQ3032  ___________________________________________________________________
 CQ3032* NAD 83(1992)-  32 35 42.87146(N)    093 19 08.96792(W)     ADJUSTED  
 CQ3032* NAVD 88     -        46.38   (+/-2cm)     152.2    (feet)  VERTCON   
 CQ3032  ___________________________________________________________________
 CQ3032  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CQ3032  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3032
 CQ3032  HORZ ORDER  -  SECOND
 CQ3032  VERT ORDER  -  THIRD ? (See Below)
 CQ3032
 CQ3032.The horizontal coordinates were established by classical geodetic methods
 CQ3032.and adjusted by the National Geodetic Survey in January 1993..
 CQ3032
 CQ3032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3032.The vertical order pertains to the NGVD 29 superseded value.
 CQ3032
 CQ3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3032
 CQ3032.The geoid height was determined by GEOID03.
 CQ3032
 CQ3032;                    North         East     Units Scale Factor Converg.
 CQ3032;SPC LA N     -   232,606.778   923,101.373   MT  0.99998449   -0 25 59.1
 CQ3032;SPC LA N     -   763,144.07  3,028,541.75   sFT  0.99998449   -0 25 59.1
 CQ3032;UTM  15      - 3,606,461.831   470,050.160   MT  0.99961106   -0 10 19.0
 CQ3032
 CQ3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3032!SPC LA N     -   0.99999679  x   0.99998449  =   0.99998128
 CQ3032!UTM  15      -   0.99999679  x   0.99961106  =   0.99960785
 CQ3032
 CQ3032:                Primary Azimuth Mark                     Grid Az
 CQ3032:SPC LA N     -  60B002                                   103 54 33.2
 CQ3032:UTM  15      -  60B002                                   103 38 53.1
 CQ3032
 CQ3032|---------------------------------------------------------------------|
 CQ3032| PID    Reference Object                     Distance      Geod. Az  |
 CQ3032|                                                           dddmmss.s |
 CQ3032| CQ3026 60B002                              APPROX. 1.6 KM 1032834.1 |
 CQ3032|---------------------------------------------------------------------|
 CQ3032
 CQ3032                          SUPERSEDED SURVEY CONTROL
 CQ3032
 CQ3032  NAD 83(1986)-  32 35 42.88403(N)    093 19 08.96043(W) AD(       ) 2
 CQ3032  NAD 27      -  32 35 42.34408(N)    093 19 08.35481(W) AD(       ) 2
 CQ3032  NGVD 29 (07/19/86)   46.44   (m)          152.4    (f) LEVELING    3  
 CQ3032
 CQ3032.Superseded values are not recommended for survey control.
 CQ3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3032.See file dsdata.txt to determine how the superseded data were derived.
 CQ3032
 CQ3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7005006462(NAD 83)
 CQ3032_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CQ3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3032_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3032+STABILITY: SURFACE MOTION
 CQ3032
 CQ3032  HISTORY     - Date     Condition        Report By
 CQ3032  HISTORY     - 1966     MONUMENTED       LADH
 CQ3032  HISTORY     - 1987     GOOD             LADTD
 CQ3032  HISTORY     - 19971018 GOOD             USPSQD
 CQ3032
 CQ3032                          STATION DESCRIPTION
 CQ3032
 CQ3032'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3032'STATION IS WEST ALONG INTERSTATE 20, 1.58 MILES FROM THE
 CQ3032'SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ3032'20.  STATION IS SET NORTH OF INTERSTATE 20 ON THE EAST SIDE OF
 CQ3032'AN ABANDONED GRAVEL PIT ROAD, 285.65 FEET SOUTH OF SOUTH RAIL
 CQ3032'OF THE LA. AND ARKANSAS RAILROAD, 1.73 FEET EAST OF A METAL
 CQ3032'WITNESS POST AND SIGN, 22.02 FEET EAST OF THE CENTERLINE OF
 CQ3032'ABOVE MENTIONED GRAVEL ROAD, 191.12 NORTH OF RIGHT OF WAY
 CQ3032'FENCE ON NORTH SIDE OF INTERSTATE 20, 278.15 FEET NORTH OF
 CQ3032'THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE 20, AND
 CQ3032'IS LOCATED BETWEEN TWO PONDS.
 CQ3032'
 CQ3032'STATION IS MARKED WITH A STANDARD BRONZE DISK SET IN A ROUND
 CQ3032'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ3032'GROUND.  STATION IS STAMPED 60B001.
 CQ3032'
 CQ3032'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3032'MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10
 CQ3032'MILE TO THE INTERSECTION OF LA HWY 7, THENCE SOUTH ALONG LA
 CQ3032'HWY 7 FOR 1.71 MILES TO THE INTERCHANGE ON INTERSTATE 20,
 CQ3032'THENCE WEST ALONG INTERSTATE 20 FOR 1.58 MILES TO STATION
 CQ3032'SET ON NORTH SIDE OF HIGHWAY.
 CQ3032
 CQ3032                          STATION RECOVERY (1987)
 CQ3032
 CQ3032'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3032'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3032
 CQ3032                          STATION RECOVERY (1997)
 CQ3032
 CQ3032'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3026 ***********************************************************************
 CQ3026  DESIGNATION -  60B002
 CQ3026  PID         -  CQ3026
 CQ3026  STATE/COUNTY-  LA/WEBSTER
 CQ3026  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3026
 CQ3026                         *CURRENT SURVEY CONTROL
 CQ3026  ___________________________________________________________________
 CQ3026* NAD 83(1992)-  32 35 30.79094(N)    093 18 09.43854(W)     ADJUSTED  
 CQ3026* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 CQ3026  ___________________________________________________________________
 CQ3026  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CQ3026  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3026
 CQ3026  HORZ ORDER  -  SECOND
 CQ3026
 CQ3026.The horizontal coordinates were established by classical geodetic methods
 CQ3026.and adjusted by the National Geodetic Survey in January 1993..
 CQ3026
 CQ3026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3026
 CQ3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3026
 CQ3026.The geoid height was determined by GEOID03.
 CQ3026
 CQ3026;                    North         East     Units Scale Factor Converg.
 CQ3026;SPC LA N     -   232,223.041   924,650.904   MT  0.99998380   -0 25 27.6
 CQ3026;SPC LA N     -   761,885.09  3,033,625.51   sFT  0.99998380   -0 25 27.6
 CQ3026;UTM  15      - 3,606,085.304   471,600.844   MT  0.99960994   -0 09 46.8
 CQ3026
 CQ3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3026!SPC LA N     -   0.99999343  x   0.99998380  =   0.99997723
 CQ3026!UTM  15      -   0.99999343  x   0.99960994  =   0.99960337
 CQ3026
 CQ3026:                Primary Azimuth Mark                     Grid Az
 CQ3026:SPC LA N     -  60B003                                   110 42 59.0
 CQ3026:UTM  15      -  60B003                                   110 27 18.2
 CQ3026
 CQ3026|---------------------------------------------------------------------|
 CQ3026| PID    Reference Object                     Distance      Geod. Az  |
 CQ3026|                                                           dddmmss.s |
 CQ3026| CQ3029 60B003                              APPROX. 0.9 KM 1101731.4 |
 CQ3026|---------------------------------------------------------------------|
 CQ3026
 CQ3026                          SUPERSEDED SURVEY CONTROL
 CQ3026
 CQ3026  NAD 83(1986)-  32 35 30.80351(N)    093 18 09.43088(W) AD(       ) 2
 CQ3026  NAD 27      -  32 35 30.26280(N)    093 18 08.82634(W) AD(       ) 2
 CQ3026  NGVD 29 (07/19/86)   67.8    (m)          222.     (f) VERT ANG       
 CQ3026
 CQ3026.Superseded values are not recommended for survey control.
 CQ3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3026.See file dsdata.txt to determine how the superseded data were derived.
 CQ3026
 CQ3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7160106085(NAD 83)
 CQ3026_MARKER: DD = SURVEY DISK
 CQ3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3026_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3026+STABILITY: SURFACE MOTION
 CQ3026
 CQ3026  HISTORY     - Date     Condition        Report By
 CQ3026  HISTORY     - 1966     MONUMENTED       LADH
 CQ3026  HISTORY     - 1987     GOOD             LADTD
 CQ3026  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3026
 CQ3026                          STATION DESCRIPTION
 CQ3026
 CQ3026'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3026'THIS STATION IS WEST ALONG INTERSTATE 20, 0.57 MILE FROM
 CQ3026'THE SIBLEY OVERPASS AND INTERCHANGE OVER INTERSTATE 20.  STATION
 CQ3026'IS SET IN THE MEDIAN 20.05 FEET SOUTH OF THE CENTERLINE OF
 CQ3026'THE WEST BOUND LANE OF INTERSTATE 20, 3.19 FEET SOUTH OF A
 CQ3026'METAL WITNESS POST AND SIGN, 68.27 FEET NORTH OF THE CENTERLINE
 CQ3026'OF THE EAST BOUND LANE OF INTERSTATE 20.
 CQ3026'
 CQ3026'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3026'CONCRETE POST AND IS EVEN WITH THE SURFACE OF THE GROUND.
 CQ3026'STATION IS STAMPED 60B002.
 CQ3026'
 CQ3026'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3026'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10
 CQ3026'MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG
 CQ3026'LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS ON INTERSTATE
 CQ3026'20, THENCE WEST ALONG INTERSTATE 20 FOR 0.57 MILE TO STATION
 CQ3026'SET IN MEDIAN OF HIGHWAY.
 CQ3026'
 CQ3026'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3026
 CQ3026                          STATION RECOVERY (1987)
 CQ3026
 CQ3026'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3026'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3026
 CQ3026                          STATION RECOVERY (1997)
 CQ3026
 CQ3026'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3029 ***********************************************************************
 CQ3029  DESIGNATION -  60B003
 CQ3029  PID         -  CQ3029
 CQ3029  STATE/COUNTY-  LA/WEBSTER
 CQ3029  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3029
 CQ3029                         *CURRENT SURVEY CONTROL
 CQ3029  ___________________________________________________________________
 CQ3029* NAD 83(1992)-  32 35 20.75826(N)    093 17 37.39176(W)     ADJUSTED  
 CQ3029* NAVD 88     -        64.9    (meters)     213.     (feet)  VERTCON   
 CQ3029  ___________________________________________________________________
 CQ3029  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 CQ3029  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ3029
 CQ3029  HORZ ORDER  -  SECOND
 CQ3029
 CQ3029.The horizontal coordinates were established by classical geodetic methods
 CQ3029.and adjusted by the National Geodetic Survey in January 1993..
 CQ3029
 CQ3029.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3029
 CQ3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3029
 CQ3029.The geoid height was determined by GEOID03.
 CQ3029
 CQ3029;                    North         East     Units Scale Factor Converg.
 CQ3029;SPC LA N     -   231,907.845   925,484.323   MT  0.99998323   -0 25 10.7
 CQ3029;SPC LA N     -   760,850.99  3,036,359.82   sFT  0.99998323   -0 25 10.7
 CQ3029;UTM  15      - 3,605,774.030   472,435.380   MT  0.99960937   -0 09 29.5
 CQ3029
 CQ3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3029!SPC LA N     -   0.99999387  x   0.99998323  =   0.99997710
 CQ3029!UTM  15      -   0.99999387  x   0.99960937  =   0.99960324
 CQ3029
 CQ3029:                Primary Azimuth Mark                     Grid Az
 CQ3029:SPC LA N     -  60B002                                   290 42 59.4
 CQ3029:UTM  15      -  60B002                                   290 27 18.2
 CQ3029
 CQ3029|---------------------------------------------------------------------|
 CQ3029| PID    Reference Object                     Distance      Geod. Az  |
 CQ3029|                                                           dddmmss.s |
 CQ3029| CQ3026 60B002                              APPROX. 0.9 KM 2901748.7 |
 CQ3029|---------------------------------------------------------------------|
 CQ3029
 CQ3029                          SUPERSEDED SURVEY CONTROL
 CQ3029
 CQ3029  NAD 83(1986)-  32 35 20.77085(N)    093 17 37.38407(W) AD(       ) 2
 CQ3029  NAD 27      -  32 35 20.22976(N)    093 17 36.78033(W) AD(       ) 2
 CQ3029  NGVD 29 (07/19/86)   65.0    (m)          213.     (f) VERT ANG       
 CQ3029
 CQ3029.Superseded values are not recommended for survey control.
 CQ3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3029.See file dsdata.txt to determine how the superseded data were derived.
 CQ3029
 CQ3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7243505774(NAD 83)
 CQ3029_MARKER: DD = SURVEY DISK
 CQ3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3029+STABILITY: SURFACE MOTION
 CQ3029
 CQ3029  HISTORY     - Date     Condition        Report By
 CQ3029  HISTORY     - 1966     MONUMENTED       LADH
 CQ3029  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3029
 CQ3029                          STATION DESCRIPTION
 CQ3029
 CQ3029'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3029'THIS STATION IS SET IN THE SOUTHEAST CORNER OF THE NORTH
 CQ3029'BOUND BRIDGE ON THE SIBLEY OVERPASS, OVER INTERSTATE 20 AND IS
 CQ3029'MARKED BY A STANDARD BRONZE DISK SET IN THE ROADWAY OF THE
 CQ3029'BRIDGE, IN THE ABUTMENT (2.50 FEET WEST OF THE CURB).  STATION
 CQ3029'IS 7.00 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN AND
 CQ3029'IS STAMPED 60B003.
 CQ3029'
 CQ3029'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3029'MINDEN, LA., FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10 MILE
 CQ3029'TO THE INTERSECTION OF LA HWY 7, THENCE SOUTH ALONG LA HWY
 CQ3029'7 FOR 1.71 MILES TO STATION SET IN SIBLEY OVERPASS ON INTERSTATE
 CQ3029'20.
 CQ3029'
 CQ3029'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3029
 CQ3029                          STATION RECOVERY (1997)
 CQ3029
 CQ3029'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3034 ***********************************************************************
 CQ3034  DESIGNATION -  60B004
 CQ3034  PID         -  CQ3034
 CQ3034  STATE/COUNTY-  LA/WEBSTER
 CQ3034  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3034
 CQ3034                         *CURRENT SURVEY CONTROL
 CQ3034  ___________________________________________________________________
 CQ3034* NAD 83(1992)-  32 35 16.96504(N)    093 16 56.72658(W)     ADJUSTED  
 CQ3034* NAVD 88     -        59.4    (meters)     195.     (feet)  VERTCON   
 CQ3034  ___________________________________________________________________
 CQ3034  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CQ3034  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ3034
 CQ3034  HORZ ORDER  -  SECOND
 CQ3034
 CQ3034.The horizontal coordinates were established by classical geodetic methods
 CQ3034.and adjusted by the National Geodetic Survey in January 1993..
 CQ3034
 CQ3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3034
 CQ3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3034
 CQ3034.The geoid height was determined by GEOID03.
 CQ3034
 CQ3034;                    North         East     Units Scale Factor Converg.
 CQ3034;SPC LA N     -   231,783.289   926,543.936   MT  0.99998302   -0 24 49.2
 CQ3034;SPC LA N     -   760,442.34  3,039,836.23   sFT  0.99998302   -0 24 49.2
 CQ3034;UTM  15      - 3,605,654.356   473,495.154   MT  0.99960866   -0 09 07.6
 CQ3034
 CQ3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3034!SPC LA N     -   0.99999473  x   0.99998302  =   0.99997775
 CQ3034!UTM  15      -   0.99999473  x   0.99960866  =   0.99960339
 CQ3034
 CQ3034:                Primary Azimuth Mark                     Grid Az
 CQ3034:SPC LA N     -  60B003                                   276 42 15.6
 CQ3034:UTM  15      -  60B003                                   276 26 34.0
 CQ3034
 CQ3034|---------------------------------------------------------------------|
 CQ3034| PID    Reference Object                     Distance      Geod. Az  |
 CQ3034|                                                           dddmmss.s |
 CQ3034| CQ3029 60B003                              APPROX. 1.1 KM 2761726.4 |
 CQ3034|---------------------------------------------------------------------|
 CQ3034
 CQ3034                          SUPERSEDED SURVEY CONTROL
 CQ3034
 CQ3034  NAD 83(1986)-  32 35 16.97766(N)    093 16 56.71888(W) AD(       ) 2
 CQ3034  NAD 27      -  32 35 16.43642(N)    093 16 56.11642(W) AD(       ) 2
 CQ3034  NGVD 29 (07/19/86)   59.5    (m)          195.     (f) VERT ANG       
 CQ3034
 CQ3034.Superseded values are not recommended for survey control.
 CQ3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3034.See file dsdata.txt to determine how the superseded data were derived.
 CQ3034
 CQ3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7349505654(NAD 83)
 CQ3034_MARKER: DD = SURVEY DISK
 CQ3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3034_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3034+STABILITY: SURFACE MOTION
 CQ3034
 CQ3034  HISTORY     - Date     Condition        Report By
 CQ3034  HISTORY     - 1966     MONUMENTED       LADH
 CQ3034  HISTORY     - 1987     GOOD             LADTD
 CQ3034  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3034
 CQ3034                          STATION DESCRIPTION
 CQ3034
 CQ3034'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3034'THIS STATION IS EAST ALONG INTERSTATE 20 0.66 MILE FROM THE
 CQ3034'SIBLEY OVERPASS AND INTERCHANGE OVER INTERSTATE 20, 2.03
 CQ3034'FEET NORTH OF A METAL WITNESS POST AND SIGN, 3.15 FEET SOUTH
 CQ3034'OF THE NORTH RIGHT OF WAY FENCE, 103.87 FEET NORTH OF THE
 CQ3034'CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE 20 AND 683.50
 CQ3034'NORTHEAST OF THE WEST BOUND LANE OF INTERSTATE 20 OVER THE
 CQ3034'COOLEY CREEK.
 CQ3034'
 CQ3034'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3034'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ3034'GROUND.  STATION IS STAMPED 60B004.
 CQ3034'
 CQ3034'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3034'MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10
 CQ3034'MILE TO THE INTERSECTION OF LA HWY 7, THENCE SOUTH ALONG LA
 CQ3034'HWY FOR 1.71 MILES TO THE SIBLEY INTERCHANGE ON INTERSTATE
 CQ3034'20, THENCE EAST ALONG INTERSTATE 20 FOR 0.66 MILE TO STATION
 CQ3034'SET NORTH OF HIGHWAY.
 CQ3034'
 CQ3034'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3034
 CQ3034                          STATION RECOVERY (1987)
 CQ3034
 CQ3034'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3034'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3034
 CQ3034                          STATION RECOVERY (1997)
 CQ3034
 CQ3034'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3030 ***********************************************************************
 CQ3030  DESIGNATION -  60B005
 CQ3030  PID         -  CQ3030
 CQ3030  STATE/COUNTY-  LA/WEBSTER
 CQ3030  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3030
 CQ3030                         *CURRENT SURVEY CONTROL
 CQ3030  ___________________________________________________________________
 CQ3030* NAD 83(1992)-  32 35 03.43087(N)    093 16 06.13202(W)     ADJUSTED  
 CQ3030* NAVD 88     -        86.10   (+/-2cm)     282.5    (feet)  VERTCON   
 CQ3030  ___________________________________________________________________
 CQ3030  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CQ3030  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3030
 CQ3030  HORZ ORDER  -  SECOND
 CQ3030  VERT ORDER  -  THIRD ? (See Below)
 CQ3030
 CQ3030.The horizontal coordinates were established by classical geodetic methods
 CQ3030.and adjusted by the National Geodetic Survey in January 1993..
 CQ3030
 CQ3030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3030.The vertical order pertains to the NGVD 29 superseded value.
 CQ3030
 CQ3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3030
 CQ3030.The geoid height was determined by GEOID03.
 CQ3030
 CQ3030;                    North         East     Units Scale Factor Converg.
 CQ3030;SPC LA N     -   231,356.949   927,860.389   MT  0.99998225   -0 24 22.5
 CQ3030;SPC LA N     -   759,043.59  3,044,155.29   sFT  0.99998225   -0 24 22.5
 CQ3030;UTM  15      - 3,605,234.190   474,813.047   MT  0.99960782   -0 08 40.3
 CQ3030
 CQ3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3030!SPC LA N     -   0.99999054  x   0.99998225  =   0.99997279
 CQ3030!UTM  15      -   0.99999054  x   0.99960782  =   0.99959837
 CQ3030
 CQ3030:                Primary Azimuth Mark                     Grid Az
 CQ3030:SPC LA N     -  60B004                                   287 56 41.6
 CQ3030:UTM  15      -  60B004                                   287 40 59.4
 CQ3030
 CQ3030|---------------------------------------------------------------------|
 CQ3030| PID    Reference Object                     Distance      Geod. Az  |
 CQ3030|                                                           dddmmss.s |
 CQ3030| CQ3034 60B004                              APPROX. 1.4 KM 2873219.1 |
 CQ3030|---------------------------------------------------------------------|
 CQ3030
 CQ3030                          SUPERSEDED SURVEY CONTROL
 CQ3030
 CQ3030  NAD 83(1986)-  32 35 03.44354(N)    093 16 06.12429(W) AD(       ) 2
 CQ3030  NAD 27      -  32 35 02.90185(N)    093 16 05.52299(W) AD(       ) 2
 CQ3030  NGVD 29 (07/19/86)   86.16   (m)          282.7    (f) LEVELING    3  
 CQ3030
 CQ3030.Superseded values are not recommended for survey control.
 CQ3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3030.See file dsdata.txt to determine how the superseded data were derived.
 CQ3030
 CQ3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7481305234(NAD 83)
 CQ3030_MARKER: DD = SURVEY DISK
 CQ3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3030_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3030+STABILITY: SURFACE MOTION
 CQ3030
 CQ3030  HISTORY     - Date     Condition        Report By
 CQ3030  HISTORY     - 1966     MONUMENTED       LADH
 CQ3030  HISTORY     - 1987     GOOD             LADTD
 CQ3030  HISTORY     - 19971018 GOOD             USPSQD
 CQ3030
 CQ3030                          STATION DESCRIPTION
 CQ3030
 CQ3030'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3030'THIS STATION IS EAST ALONG INTERSTATE 20 1.53 MILES FROM THE
 CQ3030'SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ3030'20, 103.54 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CQ3030'LANE OF INTERSTATE 20, 2.20 FEET SOUTH OF A METAL WITNESS
 CQ3030'POST AND SIGN, 3.00 FEET NORTH OF THE RIGHT OF WAY FENCE
 CQ3030'SOUTH OF INTERSTATE I-20, 106.90 FEET NORTHWEST OF A 40 INCH
 CQ3030'OAK TREE INSIDE FIELD SOUTH OF SOUTH RIGHT OF WAY FENCE AND
 CQ3030'130.00 FEET SOUTHEAST OF THE DUBBERLY AND U.S. HWY 80 ONE
 CQ3030'MILE EXIT SIGN ON THE EAST BOUND LANE OF INTERSTATE 20.
 CQ3030'
 CQ3030'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3030'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ3030'GROUND.  STATION IS STAMPED 60B005.
 CQ3030'
 CQ3030'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3030'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ3030'0.10 MILE TO THE INTERSECTION OF LA HWY 7, THENCE SOUTH ALONG
 CQ3030'LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS ON INTERSTATE
 CQ3030'20, THENCE EAST ALONG INTERSTATE 20 FOR 1.53 MILES TO STATION
 CQ3030'SOUTH OF HIGHWAY.
 CQ3030'
 CQ3030'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3030
 CQ3030                          STATION RECOVERY (1987)
 CQ3030
 CQ3030'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3030'THE STATION WAS VISITED IN MAY 1987 AND FOUND IN GOOD CONDITION.
 CQ3030'THE 1966 TO REACH AND LOCATION IS ADEQUATE TO RECOVER THE STATION.
 CQ3030'DUE TO CHANGES IN THE AREA A COMPLETE NEW LOCAL DESCRIPTION
 CQ3030'FOLLOWS.
 CQ3030'THE STATION MARK IS 57.6 METERS (189 FT) WEST OF AN 60-INCH RED OAK
 CQ3030'TREE ON THE SOUTH RIGHT-OF-WAY FENCE, 0.9 METERS (3 FT) NORTH OF
 CQ3030'THE RIGHT-OF-WAY FENCE AND 0.6 METERS (2 FT) EAST OF A METAL
 CQ3030'WITNESS POST WITH SIGN ATTACHED.
 CQ3030
 CQ3030                          STATION RECOVERY (1997)
 CQ3030
 CQ3030'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3018 ***********************************************************************
 CQ3018  DESIGNATION -  60B006
 CQ3018  PID         -  CQ3018
 CQ3018  STATE/COUNTY-  LA/WEBSTER
 CQ3018  USGS QUAD   -  ADA (1986)
 CQ3018
 CQ3018                         *CURRENT SURVEY CONTROL
 CQ3018  ___________________________________________________________________
 CQ3018* NAD 83(1992)-  32 34 51.28966(N)    093 14 52.68676(W)     ADJUSTED  
 CQ3018* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 CQ3018  ___________________________________________________________________
 CQ3018  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CQ3018  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3018
 CQ3018  HORZ ORDER  -  SECOND
 CQ3018
 CQ3018.The horizontal coordinates were established by classical geodetic methods
 CQ3018.and adjusted by the National Geodetic Survey in January 1993..
 CQ3018
 CQ3018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3018
 CQ3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3018
 CQ3018.The geoid height was determined by GEOID03.
 CQ3018
 CQ3018;                    North         East     Units Scale Factor Converg.
 CQ3018;SPC LA N     -   230,969.558   929,773.199   MT  0.99998157   -0 23 43.6
 CQ3018;SPC LA N     -   757,772.62  3,050,430.90   sFT  0.99998157   -0 23 43.6
 CQ3018;UTM  15      - 3,604,855.685   476,726.890   MT  0.99960668   -0 08 00.7
 CQ3018
 CQ3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3018!SPC LA N     -   0.99998915  x   0.99998157  =   0.99997072
 CQ3018!UTM  15      -   0.99998915  x   0.99960668  =   0.99959584
 CQ3018
 CQ3018:                Primary Azimuth Mark                     Grid Az
 CQ3018:SPC LA N     -  60B007                                   131 38 29.7
 CQ3018:UTM  15      -  60B007                                   131 22 46.8
 CQ3018
 CQ3018|---------------------------------------------------------------------|
 CQ3018| PID    Reference Object                     Distance      Geod. Az  |
 CQ3018|                                                           dddmmss.s |
 CQ3018| CQ3011 60B007                              APPROX. 0.7 KM 1311446.1 |
 CQ3018|---------------------------------------------------------------------|
 CQ3018
 CQ3018                          SUPERSEDED SURVEY CONTROL
 CQ3018
 CQ3018  NAD 83(1986)-  32 34 51.30239(N)    093 14 52.67902(W) AD(       ) 2
 CQ3018  NAD 27      -  32 34 50.76043(N)    093 14 52.07962(W) AD(       ) 2
 CQ3018  NGVD 29 (07/19/86)   95.0    (m)          312.     (f) VERT ANG       
 CQ3018
 CQ3018.Superseded values are not recommended for survey control.
 CQ3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3018.See file dsdata.txt to determine how the superseded data were derived.
 CQ3018
 CQ3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7672704856(NAD 83)
 CQ3018_MARKER: DD = SURVEY DISK
 CQ3018_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ3018+WITH SETTING: PAVEMENT
 CQ3018_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3018
 CQ3018  HISTORY     - Date     Condition        Report By
 CQ3018  HISTORY     - 1966     MONUMENTED       LADH
 CQ3018  HISTORY     - 1987     GOOD             LADTD
 CQ3018  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3018
 CQ3018                          STATION DESCRIPTION
 CQ3018
 CQ3018'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3018'THIS STATION IS SET IN THE NORTHWEST CORNER OF THE DUBBERLY
 CQ3018'(LA 531) OVERPASS AND INTERCHANGE, 2.77 MILES EAST OF THE
 CQ3018'SIBLEY INTERCHANGE ON LA HWY 7 AND IS MARKED BY A STANDARD
 CQ3018'BRONZE DISK SET IN THE ROADWAY OF THE OVERPASS, IN THE ABUTMENT
 CQ3018'3.10 FEET EAST OF THE WEST CURB.  STATION IS 7.75 FEET SOUTHEAST
 CQ3018'OF A METAL WITNESS POST AND SIGN AND IS STAMPED 60B006.
 CQ3018'
 CQ3018'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3018'MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10
 CQ3018'MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG
 CQ3018'LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND INTERCHANGE
 CQ3018'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 2.77
 CQ3018'MILES TO STATION SET IN OVERPASS.
 CQ3018'
 CQ3018'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3018
 CQ3018                          STATION RECOVERY (1987)
 CQ3018
 CQ3018'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3018'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3018
 CQ3018                          STATION RECOVERY (1997)
 CQ3018
 CQ3018'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3011 ***********************************************************************
 CQ3011  DESIGNATION -  60B007
 CQ3011  PID         -  CQ3011
 CQ3011  STATE/COUNTY-  LA/WEBSTER
 CQ3011  USGS QUAD   -  ADA (1986)
 CQ3011
 CQ3011                         *CURRENT SURVEY CONTROL
 CQ3011  ___________________________________________________________________
 CQ3011* NAD 83(1992)-  32 34 35.38782(N)    093 14 31.26909(W)     ADJUSTED  
 CQ3011* NAVD 88     -        94.8    (meters)     311.     (feet)  VERTCON   
 CQ3011  ___________________________________________________________________
 CQ3011  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 CQ3011  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ3011
 CQ3011  HORZ ORDER  -  SECOND
 CQ3011
 CQ3011.The horizontal coordinates were established by classical geodetic methods
 CQ3011.and adjusted by the National Geodetic Survey in January 1993..
 CQ3011
 CQ3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3011
 CQ3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3011
 CQ3011.The geoid height was determined by GEOID03.
 CQ3011
 CQ3011;                    North         East     Units Scale Factor Converg.
 CQ3011;SPC LA N     -   230,475.887   930,328.422   MT  0.99998068   -0 23 32.3
 CQ3011;SPC LA N     -   756,152.97  3,052,252.50   sFT  0.99998068   -0 23 32.3
 CQ3011;UTM  15      - 3,604,364.741   477,284.155   MT  0.99960636   -0 07 49.1
 CQ3011
 CQ3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3011!SPC LA N     -   0.99998917  x   0.99998068  =   0.99996985
 CQ3011!UTM  15      -   0.99998917  x   0.99960636  =   0.99959553
 CQ3011
 CQ3011:                Primary Azimuth Mark                     Grid Az
 CQ3011:SPC LA N     -  60B006                                   311 38 29.9
 CQ3011:UTM  15      -  60B006                                   311 22 46.7
 CQ3011
 CQ3011|---------------------------------------------------------------------|
 CQ3011| PID    Reference Object                     Distance      Geod. Az  |
 CQ3011|                                                           dddmmss.s |
 CQ3011| CQ3018 60B006                              APPROX. 0.7 KM 3111457.6 |
 CQ3011|---------------------------------------------------------------------|
 CQ3011
 CQ3011                          SUPERSEDED SURVEY CONTROL
 CQ3011
 CQ3011  NAD 83(1986)-  32 34 35.40074(N)    093 14 31.26154(W) AD(       ) 2
 CQ3011  NAD 27      -  32 34 34.85757(N)    093 14 30.66155(W) AD(       ) 2
 CQ3011  NGVD 29 (07/19/86)   94.9    (m)          311.     (f) VERT ANG       
 CQ3011
 CQ3011.Superseded values are not recommended for survey control.
 CQ3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3011.See file dsdata.txt to determine how the superseded data were derived.
 CQ3011
 CQ3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7728404365(NAD 83)
 CQ3011_MARKER: DD = SURVEY DISK
 CQ3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3011+STABILITY: SURFACE MOTION
 CQ3011
 CQ3011  HISTORY     - Date     Condition        Report By
 CQ3011  HISTORY     - 1966     MONUMENTED       LADH
 CQ3011  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3011
 CQ3011                          STATION DESCRIPTION
 CQ3011
 CQ3011'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3011'THIS STATION IS EAST ALONG INTERSTATE 20, 2.87 MILES FROM
 CQ3011'THE SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ3011'20.  STATION IS SET IN PASTURE 0.50 MILES SOUTHEAST OF THE
 CQ3011'DUBBERLY (LA 531) OVERPASS, 348.10 FEET FROM GRAVEL ROAD
 CQ3011'LEADING TO STATION, 1.31 FEET WEST OF A METAL WITNESS POST
 CQ3011'AND SIGN, 60.45 FEET NORTHWEST OF POWER POLE NO. 142,
 CQ3011'APPROXIMATELY 700 FEET SOUTH SOUTHEAST OF A WOOD FRAME RESIDENCE
 CQ3011'WITH TIN ROOF.
 CQ3011'
 CQ3011'STATION IS MARKED WITH A STANDARD BRONZE DISK SET IN A ROUND
 CQ3011'CONCRETE POST 6 INCHES BELOW THE SURFACE OF THE GROUND.
 CQ3011'STATION IS STAMPED 60B007.
 CQ3011'
 CQ3011'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3011'IN MINDEN, LA., FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10
 CQ3011'MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG
 CQ3011'7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND INTERCHANGE ON
 CQ3011'INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 2.77 MILES TO
 CQ3011'THE DUBBERLY (LA 531) OVERPASS, THENCE SOUTH ALONG LA 531 FOR
 CQ3011'0.20 MILE TO NARROW GRAVEL ROAD LEADING TO TWO RESIDENCES, THENCE
 CQ3011'EAST ALONG SAID GRAVEL ROAD FOR 0.40 MILE TO STATION SET
 CQ3011'SOUTH OF ROAD.
 CQ3011'
 CQ3011'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3011
 CQ3011                          STATION RECOVERY (1997)
 CQ3011
 CQ3011'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3016 ***********************************************************************
 CQ3016  DESIGNATION -  60C001
 CQ3016  PID         -  CQ3016
 CQ3016  STATE/COUNTY-  LA/WEBSTER
 CQ3016  USGS QUAD   -  ADA (1986)
 CQ3016
 CQ3016                         *CURRENT SURVEY CONTROL
 CQ3016  ___________________________________________________________________
 CQ3016* NAD 83(1992)-  32 34 33.57530(N)    093 13 28.28795(W)     ADJUSTED  
 CQ3016* NAVD 88     -        87.58   (+/-2cm)     287.3    (feet)  VERTCON   
 CQ3016  ___________________________________________________________________
 CQ3016  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CQ3016  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ3016
 CQ3016  HORZ ORDER  -  SECOND
 CQ3016  VERT ORDER  -  THIRD ? (See Below)
 CQ3016
 CQ3016.The horizontal coordinates were established by classical geodetic methods
 CQ3016.and adjusted by the National Geodetic Survey in January 1993..
 CQ3016
 CQ3016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3016.The vertical order pertains to the NGVD 29 superseded value.
 CQ3016
 CQ3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3016
 CQ3016.The geoid height was determined by GEOID03.
 CQ3016
 CQ3016;                    North         East     Units Scale Factor Converg.
 CQ3016;SPC LA N     -   230,408.940   931,970.687   MT  0.99998058   -0 22 59.0
 CQ3016;SPC LA N     -   755,933.33  3,057,640.50   sFT  0.99998058   -0 22 59.0
 CQ3016;UTM  15      - 3,604,305.330   478,926.094   MT  0.99960548   -0 07 15.2
 CQ3016
 CQ3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3016!SPC LA N     -   0.99999031  x   0.99998058  =   0.99997089
 CQ3016!UTM  15      -   0.99999031  x   0.99960548  =   0.99959579
 CQ3016
 CQ3016:                Primary Azimuth Mark                     Grid Az
 CQ3016:SPC LA N     -  60C002                                   107 46 58.8
 CQ3016:UTM  15      -  60C002                                   107 31 15.0
 CQ3016
 CQ3016|---------------------------------------------------------------------|
 CQ3016| PID    Reference Object                     Distance      Geod. Az  |
 CQ3016|                                                           dddmmss.s |
 CQ3016| CQ3012 60C002                              APPROX. 2.0 KM 1072359.8 |
 CQ3016|---------------------------------------------------------------------|
 CQ3016
 CQ3016                          SUPERSEDED SURVEY CONTROL
 CQ3016
 CQ3016  NAD 83(1986)-  32 34 33.58809(N)    093 13 28.27995(W) AD(       ) 2
 CQ3016  NAD 27      -  32 34 33.04615(N)    093 13 27.68311(W) AD(       ) 2
 CQ3016  NGVD 29 (07/19/86)   87.65   (m)          287.6    (f) LEVELING    3  
 CQ3016
 CQ3016.Superseded values are not recommended for survey control.
 CQ3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3016.See file dsdata.txt to determine how the superseded data were derived.
 CQ3016
 CQ3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7892604305(NAD 83)
 CQ3016_MARKER: DD = SURVEY DISK
 CQ3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3016_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3016+STABILITY: SURFACE MOTION
 CQ3016
 CQ3016  HISTORY     - Date     Condition        Report By
 CQ3016  HISTORY     - 1966     MONUMENTED       LADH
 CQ3016  HISTORY     - 1987     GOOD             LADTD
 CQ3016  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3016
 CQ3016                          STATION DESCRIPTION
 CQ3016
 CQ3016'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3016'THIS STATION IS EAST ALONG INTERSTATE 20 4.21 MILES FROM
 CQ3016'THE SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ3016'20, 98.72 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 CQ3016'LANE OF INTERSTATE 20, 2.21 FEET EAST OF A METAL WITNESS
 CQ3016'POST AND SIGN, 7.65 FEET SOUTHWEST OF A FENCE CORNER IN THE
 CQ3016'RIGHT OF WAY FENCE ON THE NORTH SIDE OF HIGHWAY, 62.33 FEET
 CQ3016'SOUTHEAST OF RIGHT OF WAY MARKER IN NORTH RIGHT OF WAY
 CQ3016'FENCE, 27.00 FEET SOUTHWEST OF FENCE CORNER AND STAND OF
 CQ3016'PINE TREES IN NORTH RIGHT OF WAY FENCE AND APPROXIMATELY
 CQ3016'700 FEET SOUTHWEST OF AN ABANDONED HOUSE FRONTING ON LANE
 CQ3016'RUNNING NORTH AND SOUTH.
 CQ3016'
 CQ3016'STATION IS MARKED WITH A STANDARD BRONZE DISK SET IN A ROUND
 CQ3016'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ3016'GROUND.  THIS STATION IS MARKED 60C001.
 CQ3016'
 CQ3016'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3016'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ3016'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH
 CQ3016'ALONG LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND
 CQ3016'INTERCHANGE ON LA HWY 7 OVER INTERSTATE 20, THENCE EAST
 CQ3016'ALONG INTERSTATE 20 FOR 4.21 MILES TO STATION SET NORTH OF
 CQ3016'HIGHWAY.
 CQ3016'
 CQ3016'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3016
 CQ3016                          STATION RECOVERY (1987)
 CQ3016
 CQ3016'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3016'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3016
 CQ3016                          STATION RECOVERY (1997)
 CQ3016
 CQ3016'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3012 ***********************************************************************
 CQ3012  DESIGNATION -  60C002
 CQ3012  PID         -  CQ3012
 CQ3012  STATE/COUNTY-  LA/WEBSTER
 CQ3012  USGS QUAD   -  ADA (1986)
 CQ3012
 CQ3012                         *CURRENT SURVEY CONTROL
 CQ3012  ___________________________________________________________________
 CQ3012* NAD 83(1992)-  32 34 13.89357(N)    093 12 14.14051(W)     ADJUSTED  
 CQ3012* NAVD 88     -        96.7    (meters)     317.     (feet)  VERTCON   
 CQ3012  ___________________________________________________________________
 CQ3012  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 CQ3012  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ3012
 CQ3012  HORZ ORDER  -  SECOND
 CQ3012
 CQ3012.The horizontal coordinates were established by classical geodetic methods
 CQ3012.and adjusted by the National Geodetic Survey in January 1993..
 CQ3012
 CQ3012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3012
 CQ3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3012
 CQ3012.The geoid height was determined by GEOID03.
 CQ3012
 CQ3012;                    North         East     Units Scale Factor Converg.
 CQ3012;SPC LA N     -   229,789.930   933,900.633   MT  0.99997949   -0 22 19.8
 CQ3012;SPC LA N     -   753,902.46  3,063,972.33   sFT  0.99997949   -0 22 19.8
 CQ3012;UTM  15      - 3,603,695.389   480,858.129   MT  0.99960452   -0 06 35.2
 CQ3012
 CQ3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3012!SPC LA N     -   0.99998887  x   0.99997949  =   0.99996836
 CQ3012!UTM  15      -   0.99998887  x   0.99960452  =   0.99959339
 CQ3012
 CQ3012:                Primary Azimuth Mark                     Grid Az
 CQ3012:SPC LA N     -  60C003                                   100 48 08.9
 CQ3012:UTM  15      -  60C003                                   100 32 24.3
 CQ3012
 CQ3012|---------------------------------------------------------------------|
 CQ3012| PID    Reference Object                     Distance      Geod. Az  |
 CQ3012|                                                           dddmmss.s |
 CQ3012| CQ3013 60C003                              APPROX. 1.9 KM 1002549.1 |
 CQ3012|---------------------------------------------------------------------|
 CQ3012
 CQ3012                          SUPERSEDED SURVEY CONTROL
 CQ3012
 CQ3012  NAD 83(1986)-  32 34 13.90641(N)    093 12 14.13225(W) AD(       ) 2
 CQ3012  NAD 27      -  32 34 13.36468(N)    093 12 13.53829(W) AD(       ) 2
 CQ3012  NGVD 29 (07/19/86)   96.8    (m)          318.     (f) VERT ANG       
 CQ3012
 CQ3012.Superseded values are not recommended for survey control.
 CQ3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3012.See file dsdata.txt to determine how the superseded data were derived.
 CQ3012
 CQ3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8085803695(NAD 83)
 CQ3012_MARKER: DD = SURVEY DISK
 CQ3012_SETTING: 0 = UNSPECIFIED SETTING
 CQ3012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3012
 CQ3012  HISTORY     - Date     Condition        Report By
 CQ3012  HISTORY     - 1966     MONUMENTED       LADH
 CQ3012  HISTORY     - 19971018 GOOD             USPSQD
 CQ3012
 CQ3012                          STATION DESCRIPTION
 CQ3012
 CQ3012'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3012'THIS STATION IS SET IN THE SOUTHEAST CORNER OF THE LA HWY
 CQ3012'532 OVERPASS AND INTERCHANGE NEXT TO STUCKEYS SERVICE STATION.
 CQ3012'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE ROAD
 CQ3012'WAY OF THE BRIDGE IN THE ABUTMENT (3.00 FEET WEST OF THE CURB).
 CQ3012'STATION IS 7.60 FEET NORTHWEST OF A METAL WITNESS POST AND
 CQ3012'SIGN AND IS STAMPED 60C002.
 CQ3012'
 CQ3012'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3012'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ3012'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH
 CQ3012'ALONG LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND
 CQ3012'INTERCHANGE ON LA HWY 7 OVER INTERSTATE 20, THENCE EAST
 CQ3012'ALONG INTERSTATE 20 FOR 5.49 MILES TO STATION SET IN OVERPASS.
 CQ3012'
 CQ3012'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3012
 CQ3012                          STATION RECOVERY (1997)
 CQ3012
 CQ3012'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3013 ***********************************************************************
 CQ3013  DESIGNATION -  60C003
 CQ3013  PID         -  CQ3013
 CQ3013  STATE/COUNTY-  LA/WEBSTER
 CQ3013  USGS QUAD   -  ADA (1986)
 CQ3013
 CQ3013                         *CURRENT SURVEY CONTROL
 CQ3013  ___________________________________________________________________
 CQ3013* NAD 83(1992)-  32 34 02.86335(N)    093 11 03.41422(W)     ADJUSTED  
 CQ3013* NAVD 88     -        73.6    (meters)     241.     (feet)  VERTCON   
 CQ3013  ___________________________________________________________________
 CQ3013  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CQ3013  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ3013
 CQ3013  HORZ ORDER  -  SECOND
 CQ3013
 CQ3013.The horizontal coordinates were established by classical geodetic methods
 CQ3013.and adjusted by the National Geodetic Survey in January 1993..
 CQ3013
 CQ3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3013
 CQ3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3013
 CQ3013.The geoid height was determined by GEOID03.
 CQ3013
 CQ3013;                    North         East     Units Scale Factor Converg.
 CQ3013;SPC LA N     -   229,438.346   935,743.255   MT  0.99997888   -0 21 42.4
 CQ3013;SPC LA N     -   752,748.97  3,070,017.66   sFT  0.99997888   -0 21 42.4
 CQ3013;UTM  15      - 3,603,352.379   482,701.650   MT  0.99960369   -0 05 57.1
 CQ3013
 CQ3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3013!SPC LA N     -   0.99999249  x   0.99997888  =   0.99997137
 CQ3013!UTM  15      -   0.99999249  x   0.99960369  =   0.99959619
 CQ3013
 CQ3013:                Primary Azimuth Mark                     Grid Az
 CQ3013:SPC LA N     -  60C002                                   280 48 09.5
 CQ3013:UTM  15      -  60C002                                   280 32 24.2
 CQ3013
 CQ3013|---------------------------------------------------------------------|
 CQ3013| PID    Reference Object                     Distance      Geod. Az  |
 CQ3013|                                                           dddmmss.s |
 CQ3013| CQ3012 60C002                              APPROX. 1.9 KM 2802627.1 |
 CQ3013|---------------------------------------------------------------------|
 CQ3013
 CQ3013                          SUPERSEDED SURVEY CONTROL
 CQ3013
 CQ3013  NAD 83(1986)-  32 34 02.87627(N)    093 11 03.40579(W) AD(       ) 2
 CQ3013  NAD 27      -  32 34 02.33434(N)    093 11 02.81309(W) AD(       ) 2
 CQ3013  NGVD 29 (07/19/86)   73.7    (m)          242.     (f) VERT ANG       
 CQ3013
 CQ3013.Superseded values are not recommended for survey control.
 CQ3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3013.See file dsdata.txt to determine how the superseded data were derived.
 CQ3013
 CQ3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8270203352(NAD 83)
 CQ3013_MARKER: DD = SURVEY DISK
 CQ3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3013+STABILITY: SURFACE MOTION
 CQ3013
 CQ3013  HISTORY     - Date     Condition        Report By
 CQ3013  HISTORY     - 1966     MONUMENTED       LADH
 CQ3013  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3013
 CQ3013                          STATION DESCRIPTION
 CQ3013
 CQ3013'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3013'THIS STATION IS EAST ALONG INTERSTATE 20, 6.66 MILES FROM THE
 CQ3013'SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ3013'20, 100.18 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 CQ3013'LANE OF INTERSTATE 20, 1.98 FEET NORTH OF A METAL WITNESS
 CQ3013'POST AND SIGN, 4.50 FEET SOUTH OF THE NORTH RIGHT OF WAY
 CQ3013'FENCE ALONG INTERSTATE 20, 137.44 FEET NORTHWEST OF THE
 CQ3013'ONE MILE EXIT SIGN TO THE LA 532 INTERCHANGE, AND 0.55 MILE
 CQ3013'WEST OF CROWS CREEK AND PARISH LINE.
 CQ3013'
 CQ3013'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3013'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ3013'GROUND.  STATION IS STAMPED 60C003.
 CQ3013'
 CQ3013'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3013'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10
 CQ3013'MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG
 CQ3013'LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND INTERCHANGE
 CQ3013'ON LA HWY 7 OVER INTERSTATE 20, THENCE EAST ALONG INTERSTATE
 CQ3013'20 FOR 6.66 MILES TO STATION SET ON THE NORTH SIDE OF THE
 CQ3013'HIGHWAY.
 CQ3013'
 CQ3013'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3013
 CQ3013                          STATION RECOVERY (1997)
 CQ3013
 CQ3013'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3015 ***********************************************************************
 CQ3015  DESIGNATION -  60C004
 CQ3015  PID         -  CQ3015
 CQ3015  STATE/COUNTY-  LA/BIENVILLE
 CQ3015  USGS QUAD   -  ADA (1986)
 CQ3015
 CQ3015                         *CURRENT SURVEY CONTROL
 CQ3015  ___________________________________________________________________
 CQ3015* NAD 83(1992)-  32 33 48.41967(N)    093 09 51.00166(W)     ADJUSTED  
 CQ3015* NAVD 88     -        81.04   (+/-2cm)     265.9    (feet)  VERTCON   
 CQ3015  ___________________________________________________________________
 CQ3015  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CQ3015  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ3015
 CQ3015  HORZ ORDER  -  SECOND
 CQ3015  VERT ORDER  -  THIRD ? (See Below)
 CQ3015
 CQ3015.The horizontal coordinates were established by classical geodetic methods
 CQ3015.and adjusted by the National Geodetic Survey in January 1993..
 CQ3015
 CQ3015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3015.The vertical order pertains to the NGVD 29 superseded value.
 CQ3015
 CQ3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3015
 CQ3015.The geoid height was determined by GEOID03.
 CQ3015
 CQ3015;                    North         East     Units Scale Factor Converg.
 CQ3015;SPC LA N     -   228,981.680   937,629.345   MT  0.99997809   -0 21 04.1
 CQ3015;SPC LA N     -   751,250.73  3,076,205.61   sFT  0.99997809   -0 21 04.1
 CQ3015;UTM  15      - 3,602,904.533   484,589.105   MT  0.99960293   -0 05 18.1
 CQ3015
 CQ3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3015!SPC LA N     -   0.99999133  x   0.99997809  =   0.99996942
 CQ3015!UTM  15      -   0.99999133  x   0.99960293  =   0.99959426
 CQ3015
 CQ3015:                Primary Azimuth Mark                     Grid Az
 CQ3015:SPC LA N     -  60C005                                   097 28 22.2
 CQ3015:UTM  15      -  60C005                                   097 12 36.2
 CQ3015
 CQ3015|---------------------------------------------------------------------|
 CQ3015| PID    Reference Object                     Distance      Geod. Az  |
 CQ3015|                                                           dddmmss.s |
 CQ3015| CQ3010 60C005                              APPROX. 1.5 KM 0970718.1 |
 CQ3015|---------------------------------------------------------------------|
 CQ3015
 CQ3015                          SUPERSEDED SURVEY CONTROL
 CQ3015
 CQ3015  NAD 83(1986)-  32 33 48.43265(N)    093 09 50.99305(W) AD(       ) 2
 CQ3015  NAD 27      -  32 33 47.89020(N)    093 09 50.40156(W) AD(       ) 2
 CQ3015  NGVD 29 (07/19/86)   81.11   (m)          266.1    (f) LEVELING    3  
 CQ3015
 CQ3015.Superseded values are not recommended for survey control.
 CQ3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3015.See file dsdata.txt to determine how the superseded data were derived.
 CQ3015
 CQ3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8458902905(NAD 83)
 CQ3015_MARKER: DD = SURVEY DISK
 CQ3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3015+STABILITY: SURFACE MOTION
 CQ3015
 CQ3015  HISTORY     - Date     Condition        Report By
 CQ3015  HISTORY     - 1966     MONUMENTED       LADH
 CQ3015
 CQ3015                          STATION DESCRIPTION
 CQ3015
 CQ3015'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3015'THIS STATION IS EAST ALONG INTERSTATE 20, 7.91 MILES FROM
 CQ3015'THE SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ3015'20, 0.65 MILE EAST OF CROWS CREEK BRIDGE ON INTERSTATE 20,
 CQ3015'100.20 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE
 CQ3015'OF INTERSTATE 20, 1.54 FEET SOUTH OF A METAL WITNESS POST
 CQ3015'AND SIGN, 4.80 FEET NORTH OF SOUTH RIGHT OF WAY FENCE, 203.48
 CQ3015'FEET SOUTHWEST OF ENTRANCE TO THE U.S. HWY 80 INTERCHANGE,
 CQ3015'AND 314.00 FEET SOUTHEAST OF HEADWALL ON DRAIN UNDER
 CQ3015'INTERSTATE 20.
 CQ3015'
 CQ3015'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3015'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ3015'GROUND.  THIS STATION IS STAMPED 60C004.
 CQ3015'
 CQ3015'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3015'IN MINDEN, LA., FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10
 CQ3015'MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG
 CQ3015'LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND INTERCHANGE
 CQ3015'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 7.91
 CQ3015'MILES TO THE STATION SET SOUTH OF THE HIGHWAY.
 CQ3015'
 CQ3015'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3010 ***********************************************************************
 CQ3010  DESIGNATION -  60C005
 CQ3010  PID         -  CQ3010
 CQ3010  STATE/COUNTY-  LA/BIENVILLE
 CQ3010  USGS QUAD   -  ADA (1986)
 CQ3010
 CQ3010                         *CURRENT SURVEY CONTROL
 CQ3010  ___________________________________________________________________
 CQ3010* NAD 83(1992)-  32 33 42.47707(N)    093 08 54.86951(W)     ADJUSTED  
 CQ3010* NAVD 88     -        64.2    (meters)     211.     (feet)  VERTCON   
 CQ3010  ___________________________________________________________________
 CQ3010  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 CQ3010  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ3010
 CQ3010  HORZ ORDER  -  SECOND
 CQ3010
 CQ3010.The horizontal coordinates were established by classical geodetic methods
 CQ3010.and adjusted by the National Geodetic Survey in January 1993..
 CQ3010
 CQ3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3010
 CQ3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3010
 CQ3010.The geoid height was determined by GEOID03.
 CQ3010
 CQ3010;                    North         East     Units Scale Factor Converg.
 CQ3010;SPC LA N     -   228,789.759   939,092.471   MT  0.99997777   -0 20 34.4
 CQ3010;SPC LA N     -   750,621.07  3,081,005.88   sFT  0.99997777   -0 20 34.4
 CQ3010;UTM  15      - 3,602,719.396   486,052.547   MT  0.99960240   -0 04 47.9
 CQ3010
 CQ3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3010!SPC LA N     -   0.99999397  x   0.99997777  =   0.99997174
 CQ3010!UTM  15      -   0.99999397  x   0.99960240  =   0.99959637
 CQ3010
 CQ3010:                Primary Azimuth Mark                     Grid Az
 CQ3010:SPC LA N     -  60C004                                   277 28 22.7
 CQ3010:UTM  15      -  60C004                                   277 12 36.2
 CQ3010
 CQ3010|---------------------------------------------------------------------|
 CQ3010| PID    Reference Object                     Distance      Geod. Az  |
 CQ3010|                                                           dddmmss.s |
 CQ3010| CQ3015 60C004                              APPROX. 1.5 KM 2770748.3 |
 CQ3010|---------------------------------------------------------------------|
 CQ3010
 CQ3010                          SUPERSEDED SURVEY CONTROL
 CQ3010
 CQ3010  NAD 83(1986)-  32 33 42.49008(N)    093 08 54.86064(W) AD(       ) 2
 CQ3010  NAD 27      -  32 33 41.94704(N)    093 08 54.27028(W) AD(       ) 2
 CQ3010  NGVD 29 (07/19/86)   64.3    (m)          211.     (f) VERT ANG       
 CQ3010
 CQ3010.Superseded values are not recommended for survey control.
 CQ3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3010.See file dsdata.txt to determine how the superseded data were derived.
 CQ3010
 CQ3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8605302719(NAD 83)
 CQ3010_MARKER: DD = SURVEY DISK
 CQ3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3010+STABILITY: SURFACE MOTION
 CQ3010
 CQ3010  HISTORY     - Date     Condition        Report By
 CQ3010  HISTORY     - 1966     MONUMENTED       LADH
 CQ3010
 CQ3010                          STATION DESCRIPTION
 CQ3010
 CQ3010'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3010'THIS STATION IS EAST ALONG INTERSTATE 20, 8.84 MILES FROM
 CQ3010'THE SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ3010'20, 2.30 FEET NORTH OF A METAL WITNESS POST AND SIGN, 5.65
 CQ3010'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BEAR CREEK BRIDGE
 CQ3010'ON THE WEST BOUND LANE OF INTERSTATE 20, 21.20 FEET SOUTH OF
 CQ3010'THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE 20, AND
 CQ3010'66.55 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE ON
 CQ3010'INTERSTATE 20.  STATION IS IN THE MEDIAN.
 CQ3010'
 CQ3010'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3010'CONCRETE POST PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 CQ3010'GROUND.  STATION IS STAMPED 60C005.
 CQ3010'
 CQ3010'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3010'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ3010'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH
 CQ3010'ALONG LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND
 CQ3010'INTERCHANGE ON LA HWY 7 OVER INTERSTATE 20, THENCE EAST
 CQ3010'ALONG INTERSTATE 20 FOR 8.84 MILES TO STATION SET IN MEDIAN.
 CQ3010'
 CQ3010'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3019 ***********************************************************************
 CQ3019  DESIGNATION -  60C006
 CQ3019  PID         -  CQ3019
 CQ3019  STATE/COUNTY-  LA/BIENVILLE
 CQ3019  USGS QUAD   -  ADA (1986)
 CQ3019
 CQ3019                         *CURRENT SURVEY CONTROL
 CQ3019  ___________________________________________________________________
 CQ3019* NAD 83(1992)-  32 33 45.24293(N)    093 07 46.72976(W)     ADJUSTED  
 CQ3019* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 CQ3019  ___________________________________________________________________
 CQ3019  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CQ3019  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ3019
 CQ3019  HORZ ORDER  -  SECOND
 CQ3019
 CQ3019.The horizontal coordinates were established by classical geodetic methods
 CQ3019.and adjusted by the National Geodetic Survey in January 1993..
 CQ3019
 CQ3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3019
 CQ3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3019
 CQ3019.The geoid height was determined by GEOID03.
 CQ3019
 CQ3019;                    North         East     Units Scale Factor Converg.
 CQ3019;SPC LA N     -   228,864.474   940,870.443   MT  0.99997792   -0 19 58.4
 CQ3019;SPC LA N     -   750,866.20  3,086,839.11   sFT  0.99997792   -0 19 58.4
 CQ3019;UTM  15      - 3,602,802.242   487,829.489   MT  0.99960183   -0 04 11.2
 CQ3019
 CQ3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3019!SPC LA N     -   0.99998941  x   0.99997792  =   0.99996733
 CQ3019!UTM  15      -   0.99998941  x   0.99960183  =   0.99959124
 CQ3019
 CQ3019:                Primary Azimuth Mark                     Grid Az
 CQ3019:SPC LA N     -  60C007                                   090 21 05.6
 CQ3019:UTM  15      -  60C007                                   090 05 18.4
 CQ3019
 CQ3019|---------------------------------------------------------------------|
 CQ3019| PID    Reference Object                     Distance      Geod. Az  |
 CQ3019|                                                           dddmmss.s |
 CQ3019| CQ2996 60C007                              APPROX. 1.6 KM 0900107.2 |
 CQ3019|---------------------------------------------------------------------|
 CQ3019
 CQ3019                          SUPERSEDED SURVEY CONTROL
 CQ3019
 CQ3019  NAD 83(1986)-  32 33 45.25596(N)    093 07 46.72065(W) AD(       ) 2
 CQ3019  NAD 27      -  32 33 44.71195(N)    093 07 46.13097(W) AD(       ) 2
 CQ3019  NGVD 29 (07/19/86)   93.3    (m)          306.     (f) VERT ANG       
 CQ3019
 CQ3019.Superseded values are not recommended for survey control.
 CQ3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3019.See file dsdata.txt to determine how the superseded data were derived.
 CQ3019
 CQ3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8782902802(NAD 83)
 CQ3019_MARKER: DD = SURVEY DISK
 CQ3019_SETTING: 0 = UNSPECIFIED SETTING
 CQ3019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3019
 CQ3019  HISTORY     - Date     Condition        Report By
 CQ3019  HISTORY     - 1966     MONUMENTED       LADH
 CQ3019
 CQ3019                          STATION DESCRIPTION
 CQ3019
 CQ3019'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3019'STATION IS SET IN THE NORTHWEST CORNER OF THE OVERPASS TO
 CQ3019'NELSON STATION OVER INTERSTATE 20.  STATION IS MARKED BY
 CQ3019'A STANDARD BRONZE DISK SET IN THE ROADWAY OF THE OVERPASS
 CQ3019'IN THE ABUTMENT (3.19 FEET FROM THE WEST CURB).  STATION
 CQ3019'IS 8.10 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN
 CQ3019'AND IS STAMPED 60C006.
 CQ3019'
 CQ3019'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3019'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ3019'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ON
 CQ3019'LA HWY 7 FOR 1.71 MILES TO THE SIBLEY INTERCHANGE AND OVERPASS
 CQ3019'ON LA HWY 7 OVER INTERSTATE 20, THENCE EAST ALONG INTERSTATE
 CQ3019'20 FOR 9.98 MILES TO STATION SET IN OVERPASS.
 CQ3019'
 CQ3019'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2996 ***********************************************************************
 CQ2996  DESIGNATION -  60C007
 CQ2996  PID         -  CQ2996
 CQ2996  STATE/COUNTY-  LA/BIENVILLE
 CQ2996  USGS QUAD   -  GIBSLAND (1986)
 CQ2996
 CQ2996                         *CURRENT SURVEY CONTROL
 CQ2996  ___________________________________________________________________
 CQ2996* NAD 83(1992)-  32 33 45.22105(N)    093 06 43.48777(W)     ADJUSTED  
 CQ2996* NAVD 88     -        76.09   (+/-2cm)     249.6    (feet)  VERTCON   
 CQ2996  ___________________________________________________________________
 CQ2996  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 CQ2996  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2996
 CQ2996  HORZ ORDER  -  SECOND
 CQ2996  VERT ORDER  -  THIRD ? (See Below)
 CQ2996
 CQ2996.The horizontal coordinates were established by classical geodetic methods
 CQ2996.and adjusted by the National Geodetic Survey in January 1993..
 CQ2996
 CQ2996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2996.The vertical order pertains to the NGVD 29 superseded value.
 CQ2996
 CQ2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2996
 CQ2996.The geoid height was determined by GEOID03.
 CQ2996
 CQ2996;                    North         East     Units Scale Factor Converg.
 CQ2996;SPC LA N     -   228,854.349   942,520.142   MT  0.99997792   -0 19 25.0
 CQ2996;SPC LA N     -   750,832.98  3,092,251.50   sFT  0.99997792   -0 19 25.0
 CQ2996;UTM  15      - 3,602,799.696   489,478.596   MT  0.99960137   -0 03 37.2
 CQ2996
 CQ2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2996!SPC LA N     -   0.99999210  x   0.99997792  =   0.99997002
 CQ2996!UTM  15      -   0.99999210  x   0.99960137  =   0.99959347
 CQ2996
 CQ2996:                Primary Azimuth Mark                     Grid Az
 CQ2996:SPC LA N     -  60C008                                   088 11 05.5
 CQ2996:UTM  15      -  60C008                                   087 55 17.7
 CQ2996
 CQ2996|---------------------------------------------------------------------|
 CQ2996| PID    Reference Object                     Distance      Geod. Az  |
 CQ2996|                                                           dddmmss.s |
 CQ2996| CQ3001 60C008                              APPROX. 2.1 KM 0875140.5 |
 CQ2996|---------------------------------------------------------------------|
 CQ2996
 CQ2996                          SUPERSEDED SURVEY CONTROL
 CQ2996
 CQ2996  NAD 83(1986)-  32 33 45.23409(N)    093 06 43.47848(W) AD(       ) 2
 CQ2996  NAD 27      -  32 33 44.68971(N)    093 06 42.88987(W) AD(       ) 2
 CQ2996  NGVD 29 (07/19/86)   76.16   (m)          249.9    (f) LEVELING    3  
 CQ2996
 CQ2996.Superseded values are not recommended for survey control.
 CQ2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2996.See file dsdata.txt to determine how the superseded data were derived.
 CQ2996
 CQ2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8947902800(NAD 83)
 CQ2996_MARKER: DD = SURVEY DISK
 CQ2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2996+STABILITY: SURFACE MOTION
 CQ2996
 CQ2996  HISTORY     - Date     Condition        Report By
 CQ2996  HISTORY     - 1966     MONUMENTED       LADH
 CQ2996
 CQ2996                          STATION DESCRIPTION
 CQ2996
 CQ2996'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ2996'THIS STATION IS EAST ALONG INTERSTATE 20, 11.01 MILES FROM THE
 CQ2996'SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ2996'20.  STATION IS SET IN BLACK TOP SHOULDER ON THE SOUTH SIDE
 CQ2996'OF THE EAST BOUND LANE OF INTERSTATE 20 NEXT TO REST AREA,
 CQ2996'19.97 FEET SOUTH OF CENTERLINE OF THE EAST BOUND LANE OF
 CQ2996'INTERSTATE 20, 17.00 FEET NORTH OF A METAL WITNESS POST AND
 CQ2996'SIGN SET NEXT TO HEADWALL OF A CROSS DRAIN, 149.35 FEET
 CQ2996'WEST OF A TRAFFIC MERGING SIGN ON SOUTH EDGE OF EAST BOUND
 CQ2996'LANE OF INTERSTATE 20.  STATION IS 1.00 FEET NORTH OF BLACK
 CQ2996'TOP AND EVEN WITH THE SURFACE.
 CQ2996'
 CQ2996'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2996'CONCRETE POST EVEN WITH THE SURFACE OF THE BLACK TOP.  STATION
 CQ2996'IS STAMPED 60C007.
 CQ2996'
 CQ2996'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ2996'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ2996'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH
 CQ2996'ALONG LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND
 CQ2996'INTERCHANGE ON LA HWY 7 OVER INTERSTATE 20, THENCE EAST
 CQ2996'ALONG INTERSTATE 20 FOR 11.01 MILES TO THE STATION SET SOUTH
 CQ2996'OF HIGHWAY.
 CQ2996'
 CQ2996'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3001 ***********************************************************************
 CQ3001  DESIGNATION -  60C008
 CQ3001  PID         -  CQ3001
 CQ3001  STATE/COUNTY-  LA/BIENVILLE
 CQ3001  USGS QUAD   -  GIBSLAND (1986)
 CQ3001
 CQ3001                         *CURRENT SURVEY CONTROL
 CQ3001  ___________________________________________________________________
 CQ3001* NAD 83(1992)-  32 33 47.76653(N)    093 05 22.77210(W)     ADJUSTED  
 CQ3001* NAVD 88     -        64.9    (meters)     213.     (feet)  VERTCON   
 CQ3001  ___________________________________________________________________
 CQ3001  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 CQ3001  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3001
 CQ3001  HORZ ORDER  -  SECOND
 CQ3001
 CQ3001.The horizontal coordinates were established by classical geodetic methods
 CQ3001.and adjusted by the National Geodetic Survey in January 1993..
 CQ3001
 CQ3001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3001
 CQ3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3001
 CQ3001.The geoid height was determined by GEOID03.
 CQ3001
 CQ3001;                    North         East     Units Scale Factor Converg.
 CQ3001;SPC LA N     -   228,921.084   944,626.084   MT  0.99997806   -0 18 42.3
 CQ3001;SPC LA N     -   751,051.92  3,099,160.74   sFT  0.99997806   -0 18 42.3
 CQ3001;UTM  15      - 3,602,876.083   491,583.416   MT  0.99960087   -0 02 53.7
 CQ3001
 CQ3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3001!SPC LA N     -   0.99999385  x   0.99997806  =   0.99997191
 CQ3001!UTM  15      -   0.99999385  x   0.99960087  =   0.99959472
 CQ3001
 CQ3001:                Primary Azimuth Mark                     Grid Az
 CQ3001:SPC LA N     -  60C009                                   088 19 48.2
 CQ3001:UTM  15      -  60C009                                   088 03 59.6
 CQ3001
 CQ3001|---------------------------------------------------------------------|
 CQ3001| PID    Reference Object                     Distance      Geod. Az  |
 CQ3001|                                                           dddmmss.s |
 CQ3001| CQ3003 60C009                              APPROX. 1.8 KM 0880105.9 |
 CQ3001|---------------------------------------------------------------------|
 CQ3001
 CQ3001                          SUPERSEDED SURVEY CONTROL
 CQ3001
 CQ3001  NAD 83(1986)-  32 33 47.77956(N)    093 05 22.76279(W) AD(       ) 2
 CQ3001  NAD 27      -  32 33 47.23456(N)    093 05 22.17626(W) AD(       ) 2
 CQ3001  NGVD 29 (07/19/86)   65.0    (m)          213.     (f) VERT ANG       
 CQ3001
 CQ3001.Superseded values are not recommended for survey control.
 CQ3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3001.See file dsdata.txt to determine how the superseded data were derived.
 CQ3001
 CQ3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9158302876(NAD 83)
 CQ3001_MARKER: DD = SURVEY DISK
 CQ3001_SETTING: 0 = UNSPECIFIED SETTING
 CQ3001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3001
 CQ3001  HISTORY     - Date     Condition        Report By
 CQ3001  HISTORY     - 1966     MONUMENTED       LADH
 CQ3001
 CQ3001                          STATION DESCRIPTION
 CQ3001
 CQ3001'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3001'STATION IS SET IN THE SOUTHEAST CORNER OF THE LEATHERMANS CREEK
 CQ3001'BRIDGE ON THE EAST BOUND LANE OF INTERSTATE 20 AND IS MARKED
 CQ3001'BY A STANDARD BRONZE DISK SET IN ROADWAY OF BRIDGE IN THE
 CQ3001'ABUTMENT (3.00 FEET NORTH OF THE SOUTH CURB).  STATION IS
 CQ3001'7.75 FEET NORTHWEST OF A METAL POST AND SIGN AND IS STAMPED
 CQ3001'60C008.
 CQ3001'
 CQ3001'TO REACH THIS STATION FROM THE MINDEN, WEBSTER PARISH COURTHOUSE
 CQ3001'FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10 MILE TO THE INTERSECTION
 CQ3001'WITH LA HWY 7, THENCE SOUTH ALONG LA HWY 7 FOR 1.71 MILES TO
 CQ3001'THE SIBLEY OVERPASS ON INTERSTATE 20, THENCE EAST ALONG
 CQ3001'INTERSTATE 20 FOR 12.34 MILES TO STATION SET IN BRIDGE.
 CQ3001'
 CQ3001'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3003 ***********************************************************************
 CQ3003  DESIGNATION -  60C009
 CQ3003  PID         -  CQ3003
 CQ3003  STATE/COUNTY-  LA/BIENVILLE
 CQ3003  USGS QUAD   -  GIBSLAND (1986)
 CQ3003
 CQ3003                         *CURRENT SURVEY CONTROL
 CQ3003  ___________________________________________________________________
 CQ3003* NAD 83(1992)-  32 33 49.77897(N)    093 04 13.91138(W)     ADJUSTED  
 CQ3003* NAVD 88     -        92.0    (meters)     302.     (feet)  VERTCON   
 CQ3003  ___________________________________________________________________
 CQ3003  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CQ3003  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ3003
 CQ3003  HORZ ORDER  -  FIRST
 CQ3003
 CQ3003.The horizontal coordinates were established by classical geodetic methods
 CQ3003.and adjusted by the National Geodetic Survey in January 1993..
 CQ3003
 CQ3003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3003
 CQ3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3003
 CQ3003.The geoid height was determined by GEOID03.
 CQ3003
 CQ3003;                    North         East     Units Scale Factor Converg.
 CQ3003;SPC LA N     -   228,973.459   946,422.671   MT  0.99997817   -0 18 05.9
 CQ3003;SPC LA N     -   751,223.76  3,105,055.05   sFT  0.99997817   -0 18 05.9
 CQ3003;UTM  15      - 3,602,936.699   493,379.065   MT  0.99960054   -0 02 16.7
 CQ3003
 CQ3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3003!SPC LA N     -   0.99998959  x   0.99997817  =   0.99996776
 CQ3003!UTM  15      -   0.99998959  x   0.99960054  =   0.99959014
 CQ3003
 CQ3003:                Primary Azimuth Mark                     Grid Az
 CQ3003:SPC LA N     -  7 A 001                                  093 39 26.7
 CQ3003:UTM  15      -  7 A 001                                  093 23 37.5
 CQ3003
 CQ3003|---------------------------------------------------------------------|
 CQ3003| PID    Reference Object                     Distance      Geod. Az  |
 CQ3003|                                                           dddmmss.s |
 CQ3003| CQ2994 7 A 001                             APPROX. 1.5 KM 0932120.8 |
 CQ3003|---------------------------------------------------------------------|
 CQ3003
 CQ3003                          SUPERSEDED SURVEY CONTROL
 CQ3003
 CQ3003  NAD 83(1986)-  32 33 49.79198(N)    093 04 13.90203(W) AD(       ) 1
 CQ3003  NAD 27      -  32 33 49.24611(N)    093 04 13.31666(W) AD(       ) 1
 CQ3003  NGVD 29 (07/19/86)   92.1    (m)          302.     (f) VERT ANG       
 CQ3003
 CQ3003.Superseded values are not recommended for survey control.
 CQ3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3003.See file dsdata.txt to determine how the superseded data were derived.
 CQ3003
 CQ3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9337902937(NAD 83)
 CQ3003_MARKER: DD = SURVEY DISK
 CQ3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3003+STABILITY: SURFACE MOTION
 CQ3003
 CQ3003  HISTORY     - Date     Condition        Report By
 CQ3003  HISTORY     - 1966     MONUMENTED       LADH
 CQ3003
 CQ3003                          STATION DESCRIPTION
 CQ3003
 CQ3003'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ3003'THIS STATION IS EAST ALONG INTERSTATE 20, 13.48 MILES FROM
 CQ3003'THE SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ3003'20, 113.55 FEET NORTH OF CENTERLINE OF THE WEST BOUND LANE
 CQ3003'OF INTERSTATE 20, 1.02 FEET NORTH OF A METAL WITNESS POST
 CQ3003'AND SIGN, 3.65 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE,
 CQ3003'46.75 FEET SOUTHEAST OF A RIGHT OF WAY MARKER IN FENCE, 52.40
 CQ3003'FEET SOUTHEAST OF A 24 INCH PINE TREE IN FIELD NORTH OF
 CQ3003'RIGHT OF WAY FENCE, AND 41.00 FEET SOUTHWEST OF RIGHT OF
 CQ3003'WAY MARKER IN RIGHT OF WAY FENCE.
 CQ3003'
 CQ3003'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3003'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ3003'GROUND.  STATION IS STAMPED 60C009.
 CQ3003'
 CQ3003'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ3003'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ3003'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH
 CQ3003'ALONG LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND
 CQ3003'INTERCHANGE ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE
 CQ3003'20 FOR 13.48 MILES TO STATION NORTH OF HIGHWAY.
 CQ3003'
 CQ3003'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3058 ***********************************************************************
 CQ3058  DESIGNATION -  60H001
 CQ3058  PID         -  CQ3058
 CQ3058  STATE/COUNTY-  LA/WEBSTER
 CQ3058  USGS QUAD   -  DOYLINE (1981)
 CQ3058
 CQ3058                         *CURRENT SURVEY CONTROL
 CQ3058  ___________________________________________________________________
 CQ3058* NAD 83(1992)-  32 34 44.18527(N)    093 25 54.01530(W)     ADJUSTED  
 CQ3058* NAVD 88     -        74.5    (meters)     244.     (feet)  VERTCON   
 CQ3058  ___________________________________________________________________
 CQ3058  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CQ3058  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ3058
 CQ3058  HORZ ORDER  -  SECOND
 CQ3058
 CQ3058.The horizontal coordinates were established by classical geodetic methods
 CQ3058.and adjusted by the National Geodetic Survey in January 1993..
 CQ3058
 CQ3058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3058
 CQ3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3058
 CQ3058.The geoid height was determined by GEOID03.
 CQ3058
 CQ3058;                    North         East     Units Scale Factor Converg.
 CQ3058;SPC LA N     -   230,884.383   912,523.877   MT  0.99998117   -0 29 33.3
 CQ3058;SPC LA N     -   757,493.18  2,993,838.75   sFT  0.99998117   -0 29 33.3
 CQ3058;UTM  15      - 3,604,691.987   459,484.492   MT  0.99962024   -0 13 56.8
 CQ3058
 CQ3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3058!SPC LA N     -   0.99999238  x   0.99998117  =   0.99997355
 CQ3058!UTM  15      -   0.99999238  x   0.99962024  =   0.99961263
 CQ3058
 CQ3058:                Primary Azimuth Mark                     Grid Az
 CQ3058:SPC LA N     -  60H002                                   083 42 11.5
 CQ3058:UTM  15      -  60H002                                   083 26 35.0
 CQ3058
 CQ3058|---------------------------------------------------------------------|
 CQ3058| PID    Reference Object                     Distance      Geod. Az  |
 CQ3058|                                                           dddmmss.s |
 CQ3058| CQ3059 60H002                              APPROX. 4.0 KM 0831238.2 |
 CQ3058|---------------------------------------------------------------------|
 CQ3058
 CQ3058                          SUPERSEDED SURVEY CONTROL
 CQ3058
 CQ3058  NAD 83(1986)-  32 34 44.19794(N)    093 25 54.00724(W) AD(       ) 2
 CQ3058  NAD 27      -  32 34 43.65801(N)    093 25 53.38954(W) AD(       ) 2
 CQ3058  NGVD 29 (07/19/86)   74.6    (m)          245.     (f) VERT ANG       
 CQ3058
 CQ3058.Superseded values are not recommended for survey control.
 CQ3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3058.See file dsdata.txt to determine how the superseded data were derived.
 CQ3058
 CQ3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5948404692(NAD 83)
 CQ3058_MARKER: DD = SURVEY DISK
 CQ3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3058+STABILITY: SURFACE MOTION
 CQ3058
 CQ3058  HISTORY     - Date     Condition        Report By
 CQ3058  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3058  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3058
 CQ3058                          STATION DESCRIPTION
 CQ3058
 CQ3058'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3058'THE STATION IS LOCATED ABOUT 5 MILES WEST OF DIXIE INN AND 6
 CQ3058'MILES NORTHEAST OF HAUGHTON.  THE MARK IS SET IN THE MEDIAN OF
 CQ3058'INTERSTATE 20 NEAR THE GOODWILL ROAD INTERCHANGE ON PROPERTY
 CQ3058'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ3058'
 CQ3058'TO REACH THE STATION FROM THE JUNCTION OF GOODWILL ROAD AND
 CQ3058'U.S. HIGHWAY 80, GO NORTH ALONG GOODWILL ROAD FOR 0.4 MILES TO THE
 CQ3058'INTERCHANGE ON INTERSTATE 20 AND THE MARK SET IN THE MEDIAN ON
 CQ3058'THE EAST SIDE OF INTERCHANGE.
 CQ3058'
 CQ3058'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3058'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3058'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3058'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3058'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3058'ARE STAMPED 60H001 1976.  THE MARK IS 46.5 FEET SOUTH-SOUTHEAST
 CQ3058'OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE 20, 37 FEET
 CQ3058'EAST-SOUTHEAST OF THE SOUTHEAST CORNER ON THE OVERPASS ON
 CQ3058'THE WEST BOUND LANE ON INTERSTATE 20, 35.5 FEET NORTHEAST OF
 CQ3058'THE NORTHEAST CORNER ON THE OVERPASS ON THE EAST BOUND LANE ON
 CQ3058'INTERSTATE 20 AND 1.5 FEET WEST OF A METAL WITNESS POST
 CQ3058'AND SIGN.
 CQ3058'
 CQ3058'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3058
 CQ3058                          STATION RECOVERY (1997)
 CQ3058
 CQ3058'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3059 ***********************************************************************
 CQ3059  DESIGNATION -  60H002
 CQ3059  PID         -  CQ3059
 CQ3059  STATE/COUNTY-  LA/WEBSTER
 CQ3059  USGS QUAD   -  DOYLINE (1981)
 CQ3059
 CQ3059                         *CURRENT SURVEY CONTROL
 CQ3059  ___________________________________________________________________
 CQ3059* NAD 83(1992)-  32 34 59.32276(N)    093 23 23.58947(W)     ADJUSTED  
 CQ3059* NAVD 88     -        68.4    (meters)     224.     (feet)  VERTCON   
 CQ3059  ___________________________________________________________________
 CQ3059  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CQ3059  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3059
 CQ3059  HORZ ORDER  -  SECOND
 CQ3059
 CQ3059.The horizontal coordinates were established by classical geodetic methods
 CQ3059.and adjusted by the National Geodetic Survey in January 1993..
 CQ3059
 CQ3059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3059
 CQ3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3059
 CQ3059.The geoid height was determined by GEOID03.
 CQ3059
 CQ3059;                    North         East     Units Scale Factor Converg.
 CQ3059;SPC LA N     -   231,317.693   916,450.874   MT  0.99998202   -0 28 13.7
 CQ3059;SPC LA N     -   758,914.80  3,006,722.58   sFT  0.99998202   -0 28 13.7
 CQ3059;UTM  15      - 3,605,142.971   463,408.054   MT  0.99961651   -0 12 35.9
 CQ3059
 CQ3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3059!SPC LA N     -   0.99999333  x   0.99998202  =   0.99997535
 CQ3059!UTM  15      -   0.99999333  x   0.99961651  =   0.99960985
 CQ3059
 CQ3059:                Primary Azimuth Mark                     Grid Az
 CQ3059:SPC LA N     -  60A004                                   085 22 40.5
 CQ3059:UTM  15      -  60A004                                   085 07 02.7
 CQ3059
 CQ3059|---------------------------------------------------------------------|
 CQ3059| PID    Reference Object                     Distance      Geod. Az  |
 CQ3059|                                                           dddmmss.s |
 CQ3059| CQ3039 60A004                              APPROX. 2.1 KM 0845426.8 |
 CQ3059| CQ3051 60A003 RESET                         76.239 METERS 29712     |
 CQ3059|---------------------------------------------------------------------|
 CQ3059
 CQ3059                          SUPERSEDED SURVEY CONTROL
 CQ3059
 CQ3059  NAD 83(1986)-  32 34 59.33534(N)    093 23 23.58161(W) AD(       ) 2
 CQ3059  NAD 27      -  32 34 58.79567(N)    093 23 22.96825(W) AD(       ) 2
 CQ3059  NGVD 29 (07/19/86)   68.5    (m)          225.     (f) VERT ANG       
 CQ3059
 CQ3059.Superseded values are not recommended for survey control.
 CQ3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3059.See file dsdata.txt to determine how the superseded data were derived.
 CQ3059
 CQ3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6340805143(NAD 83)
 CQ3059_MARKER: DD = SURVEY DISK
 CQ3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3059+STABILITY: SURFACE MOTION
 CQ3059
 CQ3059  HISTORY     - Date     Condition        Report By
 CQ3059  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3059  HISTORY     - 19971018 GOOD             USPSQD
 CQ3059
 CQ3059                          STATION DESCRIPTION
 CQ3059
 CQ3059'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3059'THE STATION IS LOCATED ABOUT 3 MILES WEST OF DIXIE INN AND 6 MILES
 CQ3059'NORTHWEST OF SIBLEY.  THE MARK IS SET NORTH OF INTERSTATE 20 NEAR
 CQ3059'THE NORTHEAST CORNER OF AN OVERPASS ON INTERSTATE 20 OVER
 CQ3059'U.S. HIGHWAY 80 ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 CQ3059'HIGHWAYS.
 CQ3059'
 CQ3059'TO REACH THE STATION FROM THE GOODWILL ROAD AND INTERSTATE 20
 CQ3059'INTERCHANGE, DRIVE EAST ALONG INTERSTATE 20 FOR 2.5 MILES TO THE
 CQ3059'MARK SET NORTH OF THE HIGHWAY NEAR THE NORTHEAST CORNER OF AN
 CQ3059'OVERPASS ON THE WEST BOUND LANE ON INTERSTATE 20 OVER U.S. HIGHWAY
 CQ3059'80.
 CQ3059'
 CQ3059'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3059'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3059'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3059'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3059'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3059'ARE STAMPED 60H002 1976.  THE MARK IS 112 FEET SOUTHEAST OF THE
 CQ3059'CENTER OF THE EAST BOUND LANE ON U.S. HIGHWAY 80, 62 FEET
 CQ3059'EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN OVERPASS ON THE
 CQ3059'WEST BOUND LANE ON INTERSTATE 20, 27.5 FEET NORTH-NORTHEAST
 CQ3059'OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE 20, 4 FEET
 CQ3059'WEST-SOUTHWEST OF THE BRIDGE ABUTMENT AND 1.5 FEET
 CQ3059'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CQ3059'
 CQ3059'60A003 IS A TRAVERSE STATION THAT WAS RESET IN 1970 BECAUSE OF
 CQ3059'HIGHWAY CONSTRUCTION.  THE STATION MARK DISK IS A STANDARD
 CQ3059'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC BENCH
 CQ3059'MARK DISK SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3059'THAT PROJECTS 2 INCHES.  THE MARK IS STAMPED 60A003 1970.  THE
 CQ3059'MARK IS 41 FEET NORTHWEST OF THE CENTER OF THE WEST BOUND LANE ON
 CQ3059'U.S. HIGHWAY 80, 22 FEET WEST OF THE HEADWALL ON A CONCRETE
 CQ3059'CULVERT, 7 FEET WEST OF A TELEPHONE CABLE REPAIR BOX, 5 FEET
 CQ3059'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LOUISIANA POWER AND
 CQ3059'LIGHT CO. PROPERTY AT A SUB-STATION, 1 FOOT SOUTHWEST
 CQ3059'OF A METAL WITNESS POST AND SIGN.
 CQ3059'
 CQ3059'TO REACH STATION 60A003 FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CQ3059'STATE HIGHWAY 7 IN DIXIE INN, DRIVE WEST ALONG U.S. HIGHWAY
 CQ3059'FOR 3 MILES TO THE MARK SET NORTH OF THE HIGHWAY SOUTHWEST OF A
 CQ3059'POWER SUB-STATION NEAR A FENCE CORNER AND A TELEPHONE CABLE
 CQ3059'REPAIR BOX.
 CQ3059'
 CQ3059'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3059
 CQ3059                          STATION RECOVERY (1997)
 CQ3059
 CQ3059'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4042 ***********************************************************************
 BJ4042  DESIGNATION -  61 73
 BJ4042  PID         -  BJ4042
 BJ4042  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4042  USGS QUAD   -  ST GABRIEL (1995)
 BJ4042
 BJ4042                         *CURRENT SURVEY CONTROL
 BJ4042  ___________________________________________________________________
 BJ4042* NAD 83(1986)-  30 22 04.     (N)    091 02 42.     (W)     SCALED    
 BJ4042* NAVD 88     -         8.627  (meters)      28.30   (feet)  ADJUSTED  
 BJ4042  ___________________________________________________________________
 BJ4042  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4042  DYNAMIC HT  -           8.615 (meters)      28.26  (feet)  COMP
 BJ4042  MODELED GRAV-     979,332.1   (mgal)                       NAVD 88
 BJ4042
 BJ4042  VERT ORDER  -  SECOND    CLASS II
 BJ4042
 BJ4042.The horizontal coordinates were scaled from a topographic map and have
 BJ4042.an estimated accuracy of +/- 6 seconds.
 BJ4042
 BJ4042.The orthometric height was determined by differential leveling
 BJ4042.and adjusted by the National Geodetic Survey in February 1994..
 BJ4042
 BJ4042.The geoid height was determined by GEOID03.
 BJ4042
 BJ4042.The dynamic height is computed by dividing the NAVD 88
 BJ4042.geopotential number by the normal gravity value computed on the
 BJ4042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4042.degrees latitude (g = 980.6199 gals.).
 BJ4042
 BJ4042.The modeled gravity was interpolated from observed gravity values.
 BJ4042
 BJ4042;                    North         East    Units  Estimated Accuracy
 BJ4042;SPC LA S     -   207,070.    1,027,720.      MT  (+/- 180 meters Scaled)
 BJ4042
 BJ4042                          SUPERSEDED SURVEY CONTROL
 BJ4042
 BJ4042.No superseded survey control is available for this station.
 BJ4042
 BJ4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP878611(NAD 83)
 BJ4042_MARKER: DB = BENCH MARK DISK
 BJ4042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4042_SP_SET: CONCRETE POST
 BJ4042_STAMPING: 61-73 1973
 BJ4042_MARK LOGO: LA-033
 BJ4042_PROJECTION: FLUSH
 BJ4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4042+STABILITY: SURFACE MOTION
 BJ4042
 BJ4042  HISTORY     - Date     Condition        Report By
 BJ4042  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4042  HISTORY     - 1987     GOOD             LA-033
 BJ4042
 BJ4042                          STATION DESCRIPTION
 BJ4042
 BJ4042'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4042'IN BATON ROUGE.
 BJ4042'ABOUT 1.13 KM (0.7 MI) NORTH ON PECUE LANE FROM THE INTERSECTION OF
 BJ4042'PECUE LANE AND PERKINS ROAD TO THE BENCH MARK ON THE WEST SIDE OF
 BJ4042'PERKINS ROAD NEAR A BARB WIRE FENCE 20.6 METERS (60 FT) NORTHEAST OF
 BJ4042'THE NORTHEAST CORNER OF A WOOD FRAME HOUSE, 16.2 METERS (53 FT)
 BJ4042'NORTHWEST OF THE CENTERLINE OF PECUE LANE, 5.8 METERS (19 FT)
 BJ4042'NORTHEAST OF A CORNER FENCE POST, 2.4 METERS (8 FT) SOUTHEAST OF THE
 BJ4042'CENTERLINE OF A GRAVEL DRIVE, AND 1.2 METERS (4 FT) NORTH OF A POWER
 BJ4042'POLE.
 BJ4042'THE MARK IS 0.31 METERS  SE FROM A WITNESS POST.
 BJ4042'THE MARK IS 0.31 M BELOW PECUE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0836 ***********************************************************************
 BJ0836  DESIGNATION -  61 EABPL
 BJ0836  PID         -  BJ0836
 BJ0836  STATE/COUNTY-  LA/IBERVILLE
 BJ0836  USGS QUAD   -  PIGEON (1980)
 BJ0836
 BJ0836                         *CURRENT SURVEY CONTROL
 BJ0836  ___________________________________________________________________
 BJ0836* NAD 83(1986)-  30 04 58.     (N)    091 18 23.     (W)     SCALED    
 BJ0836* NAVD 88     -         4.270  (meters)      14.01   (feet)  ADJUSTED  
 BJ0836  ___________________________________________________________________
 BJ0836  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ0836  DYNAMIC HT  -           4.264 (meters)      13.99  (feet)  COMP
 BJ0836  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 BJ0836
 BJ0836  VERT ORDER  -  FIRST     CLASS I
 BJ0836
 BJ0836.The horizontal coordinates were scaled from a topographic map and have
 BJ0836.an estimated accuracy of +/- 6 seconds.
 BJ0836
 BJ0836.The orthometric height was determined by differential leveling
 BJ0836.and adjusted by the National Geodetic Survey in February 1994..
 BJ0836
 BJ0836.The geoid height was determined by GEOID03.
 BJ0836
 BJ0836.The dynamic height is computed by dividing the NAVD 88
 BJ0836.geopotential number by the normal gravity value computed on the
 BJ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0836.degrees latitude (g = 980.6199 gals.).
 BJ0836
 BJ0836.The modeled gravity was interpolated from observed gravity values.
 BJ0836
 BJ0836;                    North         East    Units  Estimated Accuracy
 BJ0836;SPC LA S     -   175,440.    1,002,600.      MT  (+/- 180 meters Scaled)
 BJ0836
 BJ0836                          SUPERSEDED SURVEY CONTROL
 BJ0836
 BJ0836  NGVD 29 (??/??/??)    4.308  (m)           14.13   (f) ADJUSTED    1 1
 BJ0836
 BJ0836.Superseded values are not recommended for survey control.
 BJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0836.See file dsdata.txt to determine how the superseded data were derived.
 BJ0836
 BJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP632291(NAD 83)
 BJ0836_MARKER: DD = SURVEY DISK
 BJ0836_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0836_SP_SET: 105 1-INCH IRON PIPE
 BJ0836_STAMPING: PBM 61 EABPL 1976 USE
 BJ0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0836
 BJ0836  HISTORY     - Date     Condition        Report By
 BJ0836  HISTORY     - 1976     MONUMENTED       USE
 BJ0836  HISTORY     - 1976     GOOD             NGS
 BJ0836
 BJ0836                          STATION DESCRIPTION
 BJ0836
 BJ0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0836'1.8 MI NW FROM PIGEON.
 BJ0836'1.8 MILES NORTHWEST ALONG AN ASPHALT AND A GRAVELED ROAD ALONG THE
 BJ0836'EAST TOE OF A LEVEE FROM THE SOUTH END OF A DRAWBRIDGE OVER THE LOWER
 BJ0836'GRAND RIVER, 0.2 MILE SOUTH OF A CATTLEGUARD, 28 FT EAST OF THE
 BJ0836'CENTER LINE OF THE ROAD, A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A
 BJ0836'DEPTH OF 105 FT ENCASED IN A 2-INCH IRON PIPE BOARED TO A DEPTH OF
 BJ0836'91 FT WITH A 3-INCH SCREW CAP FOR ACCESS.  THE SCREW CAP PROJECTS 20
 BJ0836'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0495 ***********************************************************************
 BJ0495  DESIGNATION -  612
 BJ0495  PID         -  BJ0495
 BJ0495  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0495  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0495
 BJ0495                         *CURRENT SURVEY CONTROL
 BJ0495  ___________________________________________________________________
 BJ0495* NAD 83(1986)-  30 35 19.     (N)    091 10 07.     (W)     SCALED    
 BJ0495* NAVD 88     -        24.308  (meters)      79.75   (feet)  ADJUSTED  
 BJ0495  ___________________________________________________________________
 BJ0495  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0495  DYNAMIC HT  -          24.276 (meters)      79.65  (feet)  COMP
 BJ0495  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BJ0495
 BJ0495  VERT ORDER  -  FIRST     CLASS I
 BJ0495
 BJ0495.The horizontal coordinates were scaled from a topographic map and have
 BJ0495.an estimated accuracy of +/- 6 seconds.
 BJ0495
 BJ0495.The orthometric height was determined by differential leveling
 BJ0495.and adjusted by the National Geodetic Survey in February 1994..
 BJ0495
 BJ0495.The geoid height was determined by GEOID03.
 BJ0495
 BJ0495.The dynamic height is computed by dividing the NAVD 88
 BJ0495.geopotential number by the normal gravity value computed on the
 BJ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0495.degrees latitude (g = 980.6199 gals.).
 BJ0495
 BJ0495.The modeled gravity was interpolated from observed gravity values.
 BJ0495
 BJ0495;                    North         East    Units  Estimated Accuracy
 BJ0495;SPC LA S     -   231,530.    1,015,800.      MT  (+/- 180 meters Scaled)
 BJ0495
 BJ0495                          SUPERSEDED SURVEY CONTROL
 BJ0495
 BJ0495  NGVD 29 (??/??/??)   24.311  (m)           79.76   (f) ADJUSTED    1 1
 BJ0495
 BJ0495.Superseded values are not recommended for survey control.
 BJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0495.See file dsdata.txt to determine how the superseded data were derived.
 BJ0495
 BJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP755854(NAD 83)
 BJ0495_MARKER: DD = SURVEY DISK
 BJ0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0495_SP_SET: CONCRETE POST
 BJ0495_STAMPING: 612
 BJ0495_MARK LOGO: LA-033
 BJ0495_PROJECTION: FLUSH
 BJ0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0495+STABILITY: SURFACE MOTION
 BJ0495
 BJ0495  HISTORY     - Date     Condition        Report By
 BJ0495  HISTORY     - UNK      MONUMENTED       LA-033
 BJ0495  HISTORY     - 1976     GOOD             NGS
 BJ0495  HISTORY     - 1987     GOOD             LA-033
 BJ0495
 BJ0495                          STATION DESCRIPTION
 BJ0495
 BJ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0495'IN BAKER.
 BJ0495'AT THE JUNCTION OF STATE HIGHWAY 19 (MAIN STREET) AND GROOM ROAD,
 BJ0495'143 FT WEST OF THE CENTERLINE OF THE WEST LANES OF HIGHWAY 19, 81.8
 BJ0495'FT WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK,
 BJ0495'28.5 FT NORTH OF THE CENTER LINE OF THE ROAD, 26.5 FT SOUTHEAST
 BJ0495'OF THE SOUTHEAST CORNER OF A CYCLONE FENCE, 16 FT NORTHWEST OF
 BJ0495'POWERLINE POLE 45. A DISK SET IN THE TOP OF A CONCRETE POST PRO-
 BJ0495'JECTING 0 INCHES. 1 FOOT SOUTHEAST OF A WITNESS POST.
 BJ0495
 BJ0495                          STATION RECOVERY (1987)
 BJ0495
 BJ0495'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0495'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BAKER, AT
 BJ0495'THE INTERSECTION OF GROOM ROAD AND CAMELIA ON THE WEST SIDE OF THE
 BJ0495'ILLINOIS CENTRAL RAILROAD TRACKS AND STATE HIGHWAY 19 RUNS ALONG THE
 BJ0495'EAST SIDE OF THE RAILROAD TRACKS, 9.1 METERS (30 FT) NORTH OF THE
 BJ0495'CENTERLINE OF GROOM ROAD, 9.1 METERS (30 FT) WEST OF THE CENTER OF
 BJ0495'CAMELIA STREET, 25.6 METERS (84 FT) NORTHWEST OF THE CENTER OF THE
 BJ0495'RAILROAD TRACKS AND ON THE WEST SIDE OF A CONCRETE BASE AND LARGE
 BJ0495'SIGNAL SWITCH BOX.
 BJ0495'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 BJ0495'THE MARK IS ABOVE LEVEL WITH GROOM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3991 ***********************************************************************
 BJ3991  DESIGNATION -  613
 BJ3991  PID         -  BJ3991
 BJ3991  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3991  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3991
 BJ3991                         *CURRENT SURVEY CONTROL
 BJ3991  ___________________________________________________________________
 BJ3991* NAD 83(1986)-  30 35 12.     (N)    091 08 58.     (W)     SCALED    
 BJ3991* NAVD 88     -        22.289  (meters)      73.13   (feet)  ADJUSTED  
 BJ3991  ___________________________________________________________________
 BJ3991  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3991  DYNAMIC HT  -          22.260 (meters)      73.03  (feet)  COMP
 BJ3991  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ3991
 BJ3991  VERT ORDER  -  SECOND    CLASS II
 BJ3991
 BJ3991.The horizontal coordinates were scaled from a topographic map and have
 BJ3991.an estimated accuracy of +/- 6 seconds.
 BJ3991
 BJ3991.The orthometric height was determined by differential leveling
 BJ3991.and adjusted by the National Geodetic Survey in February 1994..
 BJ3991
 BJ3991.The geoid height was determined by GEOID03.
 BJ3991
 BJ3991.The dynamic height is computed by dividing the NAVD 88
 BJ3991.geopotential number by the normal gravity value computed on the
 BJ3991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3991.degrees latitude (g = 980.6199 gals.).
 BJ3991
 BJ3991.The modeled gravity was interpolated from observed gravity values.
 BJ3991
 BJ3991;                    North         East    Units  Estimated Accuracy
 BJ3991;SPC LA S     -   231,310.    1,017,640.      MT  (+/- 180 meters Scaled)
 BJ3991
 BJ3991                          SUPERSEDED SURVEY CONTROL
 BJ3991
 BJ3991.No superseded survey control is available for this station.
 BJ3991
 BJ3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP774852(NAD 83)
 BJ3991_MARKER: DB = BENCH MARK DISK
 BJ3991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3991_SP_SET: CONCRETE POST
 BJ3991_STAMPING: 613
 BJ3991_MARK LOGO: LA-033
 BJ3991_PROJECTION: FLUSH
 BJ3991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3991+STABILITY: SURFACE MOTION
 BJ3991
 BJ3991  HISTORY     - Date     Condition        Report By
 BJ3991  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3991  HISTORY     - 1987     GOOD             LA-033
 BJ3991
 BJ3991                          STATION DESCRIPTION
 BJ3991
 BJ3991'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3991'IN BAKER.
 BJ3991'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF GROOM ROAD AND MCHUGH
 BJ3991'ROAD IN BAKER, 12.2 METERS (40 FT) NORTH OF THE CENTERLINE OF GROOM
 BJ3991'ROAD, 10.7 METERS (35 FT) WEST OF THE CENTERLINE OF MCHUGH ROAD, 10.4
 BJ3991'METERS (34 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE UNITED
 BJ3991'PENTECOSTAL CHURCH BUILDING AND 5.6 METERS (18.5 FT) NORTHWEST OF A
 BJ3991'POWER POLE.
 BJ3991'THE MARK IS 5.49 METERS  NW FROM A WITNESS POST.
 BJ3991'THE MARK IS 0.30 M ABOVE GROOM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2204 ***********************************************************************
 BX2204  DESIGNATION -  613 KCSRR
 BX2204  PID         -  BX2204
 BX2204  STATE/COUNTY-  LA/SABINE
 BX2204  USGS QUAD   -  ZWOLLE (1995)
 BX2204
 BX2204                         *CURRENT SURVEY CONTROL
 BX2204  ___________________________________________________________________
 BX2204* NAD 83(1986)-  31 44 26.     (N)    093 41 56.     (W)     SCALED    
 BX2204* NAVD 88     -        56.24   (+/-2cm)     184.5    (feet)  VERTCON   
 BX2204  ___________________________________________________________________
 BX2204  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX2204
 BX2204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2204
 BX2204.The horizontal coordinates were scaled from a topographic map and have
 BX2204.an estimated accuracy of +/- 6 seconds.
 BX2204
 BX2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2204.The vertical order pertains to the NGVD 29 superseded value.
 BX2204
 BX2204.The geoid height was determined by GEOID03.
 BX2204
 BX2204;                    North         East    Units  Estimated Accuracy
 BX2204;SPC LA N     -   138,180.      886,410.      MT  (+/- 180 meters Scaled)
 BX2204
 BX2204                          SUPERSEDED SURVEY CONTROL
 BX2204
 BX2204  NGVD 29 (??/??/??)   56.328  (m)          184.80   (f) ADJUSTED    2 0
 BX2204
 BX2204.Superseded values are not recommended for survey control.
 BX2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2204.See file dsdata.txt to determine how the superseded data were derived.
 BX2204
 BX2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR338118(NAD 83)
 BX2204_MARKER: Z = SEE DESCRIPTION
 BX2204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2204
 BX2204  HISTORY     - Date     Condition        Report By
 BX2204  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2204  HISTORY     - 1935     GOOD             CGS
 BX2204  HISTORY     - 20010331 GOOD             NGS
 BX2204
 BX2204                          STATION DESCRIPTION
 BX2204
 BX2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2204'3.0 MI S FROM CONVERSE.
 BX2204'3.0 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM CONVERSE,
 BX2204'SABINE PARISH, AT STATION 32367+40, AND 30 FEET WEST OF A POINT 50
 BX2204'FEET SOUTH OF MILEPORT 613.  THE TOP OF THE BALL OF A VERTICAL RAIL.
 BX2204
 BX2204                          STATION RECOVERY (2001)
 BX2204
 BX2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3993 ***********************************************************************
 BJ3993  DESIGNATION -  614
 BJ3993  PID         -  BJ3993
 BJ3993  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3993  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3993
 BJ3993                         *CURRENT SURVEY CONTROL
 BJ3993  ___________________________________________________________________
 BJ3993* NAD 83(1986)-  30 35 03.     (N)    091 08 10.     (W)     SCALED    
 BJ3993* NAVD 88     -        23.490  (meters)      77.07   (feet)  ADJUSTED  
 BJ3993  ___________________________________________________________________
 BJ3993  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3993  DYNAMIC HT  -          23.460 (meters)      76.97  (feet)  COMP
 BJ3993  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3993
 BJ3993  VERT ORDER  -  SECOND    CLASS II
 BJ3993
 BJ3993.The horizontal coordinates were scaled from a topographic map and have
 BJ3993.an estimated accuracy of +/- 6 seconds.
 BJ3993
 BJ3993.The orthometric height was determined by differential leveling
 BJ3993.and adjusted by the National Geodetic Survey in February 1994..
 BJ3993
 BJ3993.The geoid height was determined by GEOID03.
 BJ3993
 BJ3993.The dynamic height is computed by dividing the NAVD 88
 BJ3993.geopotential number by the normal gravity value computed on the
 BJ3993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3993.degrees latitude (g = 980.6199 gals.).
 BJ3993
 BJ3993.The modeled gravity was interpolated from observed gravity values.
 BJ3993
 BJ3993;                    North         East    Units  Estimated Accuracy
 BJ3993;SPC LA S     -   231,040.    1,018,920.      MT  (+/- 180 meters Scaled)
 BJ3993
 BJ3993                          SUPERSEDED SURVEY CONTROL
 BJ3993
 BJ3993.No superseded survey control is available for this station.
 BJ3993
 BJ3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP787849(NAD 83)
 BJ3993_MARKER: DB = BENCH MARK DISK
 BJ3993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3993_SP_SET: CONCRETE POST
 BJ3993_STAMPING: 614
 BJ3993_MARK LOGO: LA-033
 BJ3993_PROJECTION: FLUSH
 BJ3993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3993+STABILITY: SURFACE MOTION
 BJ3993
 BJ3993  HISTORY     - Date     Condition        Report By
 BJ3993  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3993  HISTORY     - 1987     GOOD             LA-033
 BJ3993
 BJ3993                          STATION DESCRIPTION
 BJ3993
 BJ3993'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3993'IN BAKER.
 BJ3993'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF GROOM ROAD AND WOODWARD
 BJ3993'DRIVE IN BAKER, 10.4 METERS (34 FT) NORTHEAST OF THE CENTER OF GROOM
 BJ3993'ROAD, 20.7 METERS (68 FT) WEST OF THE CENTERLINE OF WOODWARD DRIVE
 BJ3993'AND 17.7 METERS (58 FT) SOUTHWEST OF A POWER LINE POLE.
 BJ3993'THE MARK IS 17.7 METERS  SW FROM A WITNESS POST.
 BJ3993'THE MARK IS 0.15 M ABOVE GROOM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2205 ***********************************************************************
 BX2205  DESIGNATION -  614 KCSRR
 BX2205  PID         -  BX2205
 BX2205  STATE/COUNTY-  LA/SABINE
 BX2205  USGS QUAD   -  ZWOLLE (1995)
 BX2205
 BX2205                         *CURRENT SURVEY CONTROL
 BX2205  ___________________________________________________________________
 BX2205* NAD 83(1986)-  31 43 29.     (N)    093 41 54.     (W)     SCALED    
 BX2205* NAVD 88     -        58.11   (+/-2cm)     190.6    (feet)  VERTCON   
 BX2205  ___________________________________________________________________
 BX2205  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2205
 BX2205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2205
 BX2205.The horizontal coordinates were scaled from a topographic map and have
 BX2205.an estimated accuracy of +/- 6 seconds.
 BX2205
 BX2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2205.The vertical order pertains to the NGVD 29 superseded value.
 BX2205
 BX2205.The geoid height was determined by GEOID03.
 BX2205
 BX2205;                    North         East    Units  Estimated Accuracy
 BX2205;SPC LA N     -   136,420.      886,440.      MT  (+/- 180 meters Scaled)
 BX2205
 BX2205                          SUPERSEDED SURVEY CONTROL
 BX2205
 BX2205  NGVD 29 (??/??/??)   58.198  (m)          190.94   (f) ADJUSTED    2 0
 BX2205
 BX2205.Superseded values are not recommended for survey control.
 BX2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2205.See file dsdata.txt to determine how the superseded data were derived.
 BX2205
 BX2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR338101(NAD 83)
 BX2205_MARKER: Z = SEE DESCRIPTION
 BX2205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2205_SP_SET: RAIL
 BX2205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2205
 BX2205  HISTORY     - Date     Condition        Report By
 BX2205  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2205  HISTORY     - 1935     GOOD             CGS
 BX2205  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2205
 BX2205                          STATION DESCRIPTION
 BX2205
 BX2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2205'2.5 MI N FROM NOBLE.
 BX2205'2.5 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM NOBLE,
 BX2205'SABINE PARISH, AT STATION 32444+ 85, AND 12 FEET WEST OF A POINT 40
 BX2205'FEET SOUTH OF THE SECOND POLE BEYOND MILEPOST 614.  THE TOP OF THE
 BX2205'FLANGE OF A VERTICAL RAIL.
 BX2205
 BX2205                          STATION RECOVERY (2001)
 BX2205
 BX2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2205'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2207 ***********************************************************************
 BX2207  DESIGNATION -  618 KCSRR
 BX2207  PID         -  BX2207
 BX2207  STATE/COUNTY-  LA/SABINE
 BX2207  USGS QUAD   -  ZWOLLE (1995)
 BX2207
 BX2207                         *CURRENT SURVEY CONTROL
 BX2207  ___________________________________________________________________
 BX2207* NAD 83(1986)-  31 40 16.     (N)    093 40 39.     (W)     SCALED    
 BX2207* NAVD 88     -        67.99   (+/-2cm)     223.1    (feet)  VERTCON   
 BX2207  ___________________________________________________________________
 BX2207  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX2207
 BX2207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2207
 BX2207.The horizontal coordinates were scaled from a topographic map and have
 BX2207.an estimated accuracy of +/- 6 seconds.
 BX2207
 BX2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2207.The vertical order pertains to the NGVD 29 superseded value.
 BX2207
 BX2207.The geoid height was determined by GEOID03.
 BX2207
 BX2207;                    North         East    Units  Estimated Accuracy
 BX2207;SPC LA N     -   130,450.      888,350.      MT  (+/- 180 meters Scaled)
 BX2207
 BX2207                          SUPERSEDED SURVEY CONTROL
 BX2207
 BX2207  NGVD 29 (??/??/??)   68.088  (m)          223.39   (f) ADJUSTED    2 0
 BX2207
 BX2207.Superseded values are not recommended for survey control.
 BX2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2207.See file dsdata.txt to determine how the superseded data were derived.
 BX2207
 BX2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR357041(NAD 83)
 BX2207_MARKER: Z = SEE DESCRIPTION
 BX2207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2207_SP_SET: RAIL
 BX2207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2207
 BX2207  HISTORY     - Date     Condition        Report By
 BX2207  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2207  HISTORY     - 1935     GOOD             CGS
 BX2207  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2207
 BX2207                          STATION DESCRIPTION
 BX2207
 BX2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2207'1.4 MI S FROM NOBLE.
 BX2207'1.4 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM NOBLE,
 BX2207'SABINE PARISH, AT STATION 32632+35, AND 40 FEET WEST OF A POINT 65
 BX2207'FEET NORTH OF THE FIRST POLE SOUTH OF MILEPOST 618.  THE TOP OF THE
 BX2207'BALL OF A VERTICAL RAIL.
 BX2207
 BX2207                          STATION RECOVERY (2001)
 BX2207
 BX2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2207'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1904 ***********************************************************************
 CQ1904  DESIGNATION -  62 A
 CQ1904  PID         -  CQ1904
 CQ1904  STATE/COUNTY-  LA/BOSSIER
 CQ1904  USGS QUAD   -  BENTON (1975)
 CQ1904
 CQ1904                         *CURRENT SURVEY CONTROL
 CQ1904  ___________________________________________________________________
 CQ1904* NAD 83(1986)-  32 43 59.     (N)    093 43 50.     (W)     SCALED    
 CQ1904* NAVD 88     -        65.116  (meters)     213.63   (feet)  ADJUSTED  
 CQ1904  ___________________________________________________________________
 CQ1904  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1904  DYNAMIC HT  -          65.043 (meters)     213.40  (feet)  COMP
 CQ1904  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CQ1904
 CQ1904  VERT ORDER  -  FIRST     CLASS II
 CQ1904
 CQ1904.The horizontal coordinates were scaled from a topographic map and have
 CQ1904.an estimated accuracy of +/- 6 seconds.
 CQ1904
 CQ1904.The orthometric height was determined by differential leveling
 CQ1904.and adjusted by the National Geodetic Survey in June 1991..
 CQ1904
 CQ1904.The geoid height was determined by GEOID03.
 CQ1904
 CQ1904.The dynamic height is computed by dividing the NAVD 88
 CQ1904.geopotential number by the normal gravity value computed on the
 CQ1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1904.degrees latitude (g = 980.6199 gals.).
 CQ1904
 CQ1904.The modeled gravity was interpolated from observed gravity values.
 CQ1904
 CQ1904;                    North         East    Units  Estimated Accuracy
 CQ1904;SPC LA N     -   248,250.      884,660.      MT  (+/- 180 meters Scaled)
 CQ1904
 CQ1904                          SUPERSEDED SURVEY CONTROL
 CQ1904
 CQ1904  NGVD 29 (??/??/??)   65.186  (m)          213.86   (f) ADJUSTED    1 2
 CQ1904
 CQ1904.Superseded values are not recommended for survey control.
 CQ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1904.See file dsdata.txt to determine how the superseded data were derived.
 CQ1904
 CQ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS315219(NAD 83)
 CQ1904_MARKER: DD = SURVEY DISK
 CQ1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1904_STAMPING: 62 A
 CQ1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1904+STABILITY: SURFACE MOTION
 CQ1904
 CQ1904  HISTORY     - Date     Condition        Report By
 CQ1904  HISTORY     - UNK      MONUMENTED       USGS
 CQ1904  HISTORY     - 1961     GOOD             CGS
 CQ1904  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1904
 CQ1904                          STATION DESCRIPTION
 CQ1904
 CQ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1904'2.4 MI N FROM BENTON.
 CQ1904'2.4 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILROAD FROM STATION AT
 CQ1904'BENTON, OR 2.2 MILES NORTH ALONG STATE HIGHWAY 3, THENCE 0.2 MILES
 CQ1904'EAST THROUGH TIMBER, THENCE 0.35 MILES NORTH ALONG RAILROAD, 12 POLES
 CQ1904'NORTH OF MILEPOST 435, 57 FEET EAST OF EAST RAIL, 23 FEET EAST OF A
 CQ1904'TELEPHONE POLE ON EAST SIDE OF TRACK, 1.7 FEET EAST OF A FENCE, 1.7
 CQ1904'FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE RAILS, AND
 CQ1904'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CQ1904
 CQ1904                          STATION RECOVERY (2002)
 CQ1904
 CQ1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1785 ***********************************************************************
 BX1785  DESIGNATION -  62 BOLT
 BX1785  PID         -  BX1785
 BX1785  STATE/COUNTY-  LA/NATCHITOCHES
 BX1785  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1785
 BX1785                         *CURRENT SURVEY CONTROL
 BX1785  ___________________________________________________________________
 BX1785* NAD 83(1986)-  31 49 28.     (N)    093 04 42.     (W)     SCALED    
 BX1785* NAVD 88     -        36.33   (+/-2cm)     119.2    (feet)  VERTCON   
 BX1785  ___________________________________________________________________
 BX1785  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1785
 BX1785  VERT ORDER  -  ? (See Below)
 BX1785
 BX1785.The horizontal coordinates were scaled from a topographic map and have
 BX1785.an estimated accuracy of +/- 6 seconds.
 BX1785
 BX1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1785.The vertical order pertains to the NGVD 29 superseded value.
 BX1785
 BX1785.The geoid height was determined by GEOID03.
 BX1785
 BX1785;                    North         East    Units  Estimated Accuracy
 BX1785;SPC LA N     -   146,990.      945,250.      MT  (+/- 180 meters Scaled)
 BX1785
 BX1785                          SUPERSEDED SURVEY CONTROL
 BX1785
 BX1785  NGVD 29 (??/??/??)   36.372  (m)          119.33   (f) ADJUSTED    ?  
 BX1785
 BX1785.Superseded values are not recommended for survey control.
 BX1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1785.See file dsdata.txt to determine how the superseded data were derived.
 BX1785
 BX1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR925209(NAD 83)
 BX1785_MARKER: P = PIPE CAP
 BX1785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1785_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1785
 BX1785  HISTORY     - Date     Condition        Report By
 BX1785  HISTORY     - UNK      MONUMENTED       DOD
 BX1785  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX1785  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1785  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1785
 BX1785                          STATION DESCRIPTION
 BX1785
 BX1785'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1785'0.6 MI NE FROM GRAND ECORE.
 BX1785'0.6 MILE NORTHEAST OF THE NORTH END OF A BRIDGE OVER RED RIVER AT
 BX1785'GRAND ECORE, NATCHITOCHES PARISH, ON THE LEFT BANK OF THE RIVER, AT
 BX1785'THE LESCOUNT DIBLEAUX FEED BARN (FORMERLY THE OLD WILLOW POST OFFICE),
 BX1785'IN A HORSE LOT, 45 FEET SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING,
 BX1785'45.2 FEET SOUTH OF A 32-INCH MULBERRY TREE, 30 FEET NORTH OF THE
 BX1785'CENTERLINE OF THE HIGHWAY, 17 FEET FROM THE NORTHEAST SIDE OF A
 BX1785'CONCRETE DIPPING VAT, 3 FEET SOUTHWEST OF A GATEPOST, AND 2 FEET NORTH
 BX1785'OF A BOARD FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 BX1785'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BX1785'PROJECTING 8 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS,
 BX1785'U.S. ARMY, STANDARD CAP.  NOTE-- THE ROAD HAS BEEN WIDENED IN THIS
 BX1785'AREA.
 BX1785
 BX1785                          STATION RECOVERY (1969)
 BX1785
 BX1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1785'MARK NOT FOUND.
 BX1785
 BX1785                          STATION RECOVERY (2001)
 BX1785
 BX1785'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1784 ***********************************************************************
 BX1784  DESIGNATION -  62 CAP
 BX1784  PID         -  BX1784
 BX1784  STATE/COUNTY-  LA/NATCHITOCHES
 BX1784  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1784
 BX1784                         *CURRENT SURVEY CONTROL
 BX1784  ___________________________________________________________________
 BX1784* NAD 83(1986)-  31 49 28.     (N)    093 04 42.     (W)     SCALED    
 BX1784* NAVD 88     -        37.54   (+/-2cm)     123.2    (feet)  VERTCON   
 BX1784  ___________________________________________________________________
 BX1784  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1784
 BX1784  VERT ORDER  -  ? (See Below)
 BX1784
 BX1784.The horizontal coordinates were scaled from a topographic map and have
 BX1784.an estimated accuracy of +/- 6 seconds.
 BX1784
 BX1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1784.The vertical order pertains to the NGVD 29 superseded value.
 BX1784
 BX1784.The geoid height was determined by GEOID03.
 BX1784
 BX1784;                    North         East    Units  Estimated Accuracy
 BX1784;SPC LA N     -   146,990.      945,250.      MT  (+/- 180 meters Scaled)
 BX1784
 BX1784                          SUPERSEDED SURVEY CONTROL
 BX1784
 BX1784  NGVD 29 (??/??/??)   37.582  (m)          123.30   (f) ADJUSTED    ?  
 BX1784
 BX1784.Superseded values are not recommended for survey control.
 BX1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1784.See file dsdata.txt to determine how the superseded data were derived.
 BX1784
 BX1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR925209(NAD 83)
 BX1784_MARKER: P = PIPE CAP
 BX1784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1784_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1784
 BX1784  HISTORY     - Date     Condition        Report By
 BX1784  HISTORY     - UNK      MONUMENTED       DOD
 BX1784  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX1784  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1784
 BX1784                          STATION DESCRIPTION
 BX1784
 BX1784'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1784'0.6 MI NE FROM GRAND ECORE.
 BX1784'0.6 MILE NORTHEAST OF THE NORTH END OF A BRIDGE OVER RED RIVER AT
 BX1784'GRAND ECORE, NATCHITOCHES PARISH, ON THE LEFT BANK OF THE RIVER, AT
 BX1784'THE LESCOUNT DIBLEAUX FEED BARN (FORMERLY THE OLD WILLOW POST OFFICE),
 BX1784'IN A HORSE LOT, 45 FEET SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING,
 BX1784'45.2 FEET SOUTH OF A 32-INCH MULBERRY TREE, 30 FEET NORTH OF THE
 BX1784'CENTERLINE OF THE HIGHWAY, 17 FEET FROM THE NORTHEAST SIDE OF A
 BX1784'CONCRETE DIPPING VAT, 3 FEET SOUTHWEST OF A GATEPOST, AND 2 FEET NORTH
 BX1784'OF A BOARD FENCE.  AN IRON PIPE PROJECTING 8 INCHES ABOVE GROUND AND
 BX1784'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP. NOTE-- THE ROAD
 BX1784'HAS BEEN WIDENED IN THIS AREA.
 BX1784
 BX1784                          STATION RECOVERY (1969)
 BX1784
 BX1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0837 ***********************************************************************
 BJ0837  DESIGNATION -  62 EABPL
 BJ0837  PID         -  BJ0837
 BJ0837  STATE/COUNTY-  LA/IBERVILLE
 BJ0837  USGS QUAD   -  PIGEON (1980)
 BJ0837
 BJ0837                         *CURRENT SURVEY CONTROL
 BJ0837  ___________________________________________________________________
 BJ0837* NAD 83(1986)-  30 04 48.     (N)    091 18 20.     (W)     SCALED    
 BJ0837* NAVD 88     -         4.885  (meters)      16.03   (feet)  ADJUSTED  
 BJ0837  ___________________________________________________________________
 BJ0837  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ0837  DYNAMIC HT  -           4.878 (meters)      16.00  (feet)  COMP
 BJ0837  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 BJ0837
 BJ0837  VERT ORDER  -  FIRST     CLASS I
 BJ0837
 BJ0837.The horizontal coordinates were scaled from a topographic map and have
 BJ0837.an estimated accuracy of +/- 6 seconds.
 BJ0837
 BJ0837.The orthometric height was determined by differential leveling
 BJ0837.and adjusted by the National Geodetic Survey in February 1994..
 BJ0837
 BJ0837.The geoid height was determined by GEOID03.
 BJ0837
 BJ0837.The dynamic height is computed by dividing the NAVD 88
 BJ0837.geopotential number by the normal gravity value computed on the
 BJ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0837.degrees latitude (g = 980.6199 gals.).
 BJ0837
 BJ0837.The modeled gravity was interpolated from observed gravity values.
 BJ0837
 BJ0837;                    North         East    Units  Estimated Accuracy
 BJ0837;SPC LA S     -   175,130.    1,002,680.      MT  (+/- 180 meters Scaled)
 BJ0837
 BJ0837                          SUPERSEDED SURVEY CONTROL
 BJ0837
 BJ0837  NGVD 29 (??/??/??)    4.923  (m)           16.15   (f) ADJUSTED    1 1
 BJ0837
 BJ0837.Superseded values are not recommended for survey control.
 BJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0837.See file dsdata.txt to determine how the superseded data were derived.
 BJ0837
 BJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP633288(NAD 83)
 BJ0837_MARKER: DD = SURVEY DISK
 BJ0837_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0837_SP_SET: 114 FT IRON PIPE
 BJ0837_STAMPING: PBM 62 EABPL 1976 USE
 BJ0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0837
 BJ0837  HISTORY     - Date     Condition        Report By
 BJ0837  HISTORY     - 1976     MONUMENTED       USE
 BJ0837  HISTORY     - 1976     GOOD             NGS
 BJ0837
 BJ0837                          STATION DESCRIPTION
 BJ0837
 BJ0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0837'1.6 MI NW FROM PIGEON.
 BJ0837'1.6 MILES NORTHWEST ALONG AN ASPHALT AND GRAVELED ROAD ALONG THE EAST
 BJ0837'TOE OF A LEVEE FROM THE SOUTH END OF A DRAWBRIDGE OVER THE LOWER
 BJ0837'GRAND RIVER, 0.15 MILE NORTH OF THE JUNCTION OF A ROAD LEADING NORTH-
 BJ0837'WEST TO A PUBLIC BOAT RAMP, 24 FT EAST OF THE CENTER LINE OF THE ROAD,
 BJ0837'A 1-INCH IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 114 FT ENCASED IN
 BJ0837'A 2-INCH IRON PIPE BORED TO A DEPTH OF 93 FT WITH A 3 INCH SCREW CAP
 BJ0837'FOR ACCESS. THE SCREW CAP PROJECTS 23 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3105 ***********************************************************************
 CP3105  DESIGNATION -  62 H 001 RESET
 CP3105  PID         -  CP3105
 CP3105  STATE/COUNTY-  LA/WEST CARROLL
 CP3105  USGS QUAD   -  GOODWILL (1988)
 CP3105
 CP3105                         *CURRENT SURVEY CONTROL
 CP3105  ___________________________________________________________________
 CP3105* NAD 83(1992)-  32 46 14.97592(N)    091 35 41.54970(W)     ADJUSTED  
 CP3105* NAVD 88     -        29.584  (meters)      97.06   (feet)  ADJUSTED  
 CP3105  ___________________________________________________________________
 CP3105  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CP3105  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3105  DYNAMIC HT  -          29.551 (meters)      96.95  (feet)  COMP
 CP3105  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 CP3105
 CP3105  HORZ ORDER  -  SECOND
 CP3105  VERT ORDER  -  SECOND    CLASS I
 CP3105
 CP3105.The horizontal coordinates were established by classical geodetic methods
 CP3105.and adjusted by the National Geodetic Survey in January 1993..
 CP3105
 CP3105.The orthometric height was determined by differential leveling
 CP3105.and adjusted by the National Geodetic Survey in July 1998..
 CP3105
 CP3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3105
 CP3105.The geoid height was determined by GEOID03.
 CP3105
 CP3105.The dynamic height is computed by dividing the NAVD 88
 CP3105.geopotential number by the normal gravity value computed on the
 CP3105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3105.degrees latitude (g = 980.6199 gals.).
 CP3105
 CP3105.The modeled gravity was interpolated from observed gravity values.
 CP3105
 CP3105;                    North         East     Units Scale Factor Converg.
 CP3105;SPC LA N     -   252,142.506 1,084,806.019   MT  1.00002541   +0 28 42.7
 CP3105;SPC LA N     -   827,237.54  3,559,067.75   sFT  1.00002541   +0 28 42.7
 CP3105;UTM  15      - 3,626,754.823   631,604.728   MT  0.99981356   +0 45 38.4
 CP3105
 CP3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3105!SPC LA N     -   0.99999943  x   1.00002541  =   1.00002484
 CP3105!UTM  15      -   0.99999943  x   0.99981356  =   0.99981299
 CP3105
 CP3105:                Primary Azimuth Mark                     Grid Az
 CP3105:SPC LA N     -  62 H 002                                 084 02 54.4
 CP3105:UTM  15      -  62 H 002                                 083 45 58.7
 CP3105
 CP3105|---------------------------------------------------------------------|
 CP3105| PID    Reference Object                     Distance      Geod. Az  |
 CP3105|                                                           dddmmss.s |
 CP3105| CP3100 62 H 002                            APPROX. 0.9 KM 0843137.1 |
 CP3105|---------------------------------------------------------------------|
 CP3105
 CP3105                          SUPERSEDED SURVEY CONTROL
 CP3105
 CP3105  NAD 83(1986)-  32 46 14.98774(N)    091 35 41.54268(W) AD(       ) 2
 CP3105  NAD 27      -  32 46 14.50679(N)    091 35 41.10698(W) AD(       ) 2
 CP3105  NGVD 29 (07/19/86)   29.4    (m)           96.     (f) VERT ANG       
 CP3105
 CP3105.Superseded values are not recommended for survey control.
 CP3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3105.See file dsdata.txt to determine how the superseded data were derived.
 CP3105
 CP3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3160526755(NAD 83)
 CP3105_MARKER: DD = SURVEY DISK
 CP3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3105_SP_SET: CONCRETE POST
 CP3105_STAMPING: 62H001 1978
 CP3105_MARK LOGO: LADTD 
 CP3105_PROJECTION: RECESSED 3 CENTIMETERS
 CP3105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3105+STABILITY: SURFACE MOTION
 CP3105
 CP3105  HISTORY     - Date     Condition        Report By
 CP3105  HISTORY     - 1978     MONUMENTED       LADTD
 CP3105  HISTORY     - 1986     GOOD             LADTD
 CP3105
 CP3105                          STATION DESCRIPTION
 CP3105
 CP3105'DESCRIBED BY LA TRANSP AND DEV 1978 (RT)
 CP3105'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF OAK GROVE AND
 CP3105'15 MILES NORTHEAST OF MER ROUGE.  THE MARK IS SET ON PROPERTY OWNED
 CP3105'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3105'
 CP3105'TO REACH THE STATION FROM THE SMALL COMMUNITY OF GOODWILL, AT THE
 CP3105'JUNCTION OF STATE HIGHWAY 2 AND STATE HIGHWAY 585, DRIVE SOUTHWEST
 CP3105'ALONG STATE HIGHWAY 2 FOR 2 MILES TO THE STATION SET ON THE LEFT
 CP3105'AND SOUTH OF THE HIGHWAY ON THE CROWN OF A LEVEE JUST EAST OF A
 CP3105'SURFACED DRIVE.
 CP3105'
 CP3105'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAY AND
 CP3105'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12 INCH
 CP3105'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3105'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP3105'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP3105'SURFACE.  THEY ARE STAMPED 62H001 RESET 1978.  THE MARK IS 217.5
 CP3105'FEET NORTH OF A POWER POLE, 102.5 FEET EAST-SOUTHEAST OF BOUEF
 CP3105'RIVER BRIDGE ABUTMENT, 70 FEET SOUTH-SOUTHEAST OF THE CENTER
 CP3105'OF HIGHWAY 2 AND 12 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 CP3105'SURFACED DRIVEWAY.
 CP3105
 CP3105                          STATION RECOVERY (1986)
 CP3105
 CP3105'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3105'ABOUT 26.1 KM (16.2 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3105'OAK GROVE TO THE STATION MARK ON THE SOUTH SIDE OF THE HIGHWAY, 66.3
 CP3105'METERS (217.5 FEET) NORTH OF A POWER POLE, 31.2 METERS (102.5 FEET)
 CP3105'EAST-SOUTHEAST OF THE EAST END OF THE BOUEF RIVER BRIDGE WINGWALL,
 CP3105'21.3 METERS (70 FEET) SOUTH OF THE CENTER OF THE HIGHWAY AND 3.7
 CP3105'METERS (12 FEET) NORTH-NORTHWEST OF THE CENTER OF A DRIVEWAY.
 CP3105'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3100 ***********************************************************************
 CP3100  DESIGNATION -  62 H 002
 CP3100  PID         -  CP3100
 CP3100  STATE/COUNTY-  LA/WEST CARROLL
 CP3100  USGS QUAD   -  GOODWILL (1988)
 CP3100
 CP3100                         *CURRENT SURVEY CONTROL
 CP3100  ___________________________________________________________________
 CP3100* NAD 83(1992)-  32 46 17.70506(N)    091 35 07.81927(W)     ADJUSTED  
 CP3100* NAVD 88     -        28.390  (meters)      93.14   (feet)  ADJUSTED  
 CP3100  ___________________________________________________________________
 CP3100  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CP3100  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CP3100  DYNAMIC HT  -          28.359 (meters)      93.04  (feet)  COMP
 CP3100  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 CP3100
 CP3100  HORZ ORDER  -  SECOND
 CP3100  VERT ORDER  -  SECOND    CLASS I
 CP3100
 CP3100.The horizontal coordinates were established by classical geodetic methods
 CP3100.and adjusted by the National Geodetic Survey in January 1993..
 CP3100
 CP3100.The orthometric height was determined by differential leveling
 CP3100.and adjusted by the National Geodetic Survey in July 1998..
 CP3100
 CP3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3100
 CP3100.The geoid height was determined by GEOID03.
 CP3100
 CP3100.The dynamic height is computed by dividing the NAVD 88
 CP3100.geopotential number by the normal gravity value computed on the
 CP3100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3100.degrees latitude (g = 980.6199 gals.).
 CP3100
 CP3100.The modeled gravity was interpolated from observed gravity values.
 CP3100
 CP3100;                    North         East     Units Scale Factor Converg.
 CP3100;SPC LA N     -   252,233.949 1,085,683.173   MT  1.00002561   +0 29 00.6
 CP3100;SPC LA N     -   827,537.55  3,561,945.54   sFT  1.00002561   +0 29 00.6
 CP3100;UTM  15      - 3,626,850.564   632,481.237   MT  0.99981642   +0 45 56.8
 CP3100
 CP3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3100!SPC LA N     -   0.99999962  x   1.00002561  =   1.00002523
 CP3100!UTM  15      -   0.99999962  x   0.99981642  =   0.99981604
 CP3100
 CP3100:                Primary Azimuth Mark                     Grid Az
 CP3100:SPC LA N     -  TP 1                                     068 10 29.2
 CP3100:UTM  15      -  TP 1                                     067 53 33.0
 CP3100
 CP3100|---------------------------------------------------------------------|
 CP3100| PID    Reference Object                     Distance      Geod. Az  |
 CP3100|                                                           dddmmss.s |
 CP3100| CP3103 TP 1                                APPROX. 2.3 KM 0683929.8 |
 CP3100|---------------------------------------------------------------------|
 CP3100
 CP3100                          SUPERSEDED SURVEY CONTROL
 CP3100
 CP3100  NAD 83(1986)-  32 46 17.71688(N)    091 35 07.81219(W) AD(       ) 2
 CP3100  NAD 27      -  32 46 17.23639(N)    091 35 07.37731(W) AD(       ) 2
 CP3100  NGVD 29 (07/19/86)   28.6    (m)           94.     (f) VERT ANG       
 CP3100
 CP3100.Superseded values are not recommended for survey control.
 CP3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3100.See file dsdata.txt to determine how the superseded data were derived.
 CP3100
 CP3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3248126851(NAD 83)
 CP3100_MARKER: DE = TRAVERSE STATION DISK
 CP3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3100_SP_SET: CONCRETE POST
 CP3100_STAMPING: 62H002 1976
 CP3100_MARK LOGO: LADTD 
 CP3100_PROJECTION: FLUSH
 CP3100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3100+STABILITY: SURFACE MOTION
 CP3100
 CP3100  HISTORY     - Date     Condition        Report By
 CP3100  HISTORY     - 1976     MONUMENTED       LADTD
 CP3100  HISTORY     - 1986     GOOD             LADTD
 CP3100
 CP3100                          STATION DESCRIPTION
 CP3100
 CP3100'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP3100'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF OAK GROVE AND
 CP3100'15 MILES NORTHEAST OF MER ROUGE.  THE MARK IS SET ON PROPERTY OWNED
 CP3100'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3100'
 CP3100'TO REACH THE STATION FROM THE SMALL COMMUNITY OF GOODWILL, AT THE
 CP3100'JUNCTION OF STATE HIGHWAY 2 AND STATE HIGHWAY 585, DRIVE SOUTHWEST
 CP3100'ALONG STATE HIGHWAY 2 FOR 1.4 MILES TO THE STATION MARK SET ON THE
 CP3100'LEFT AND SOUTH OF THE HIGHWAY NEAR A POWER POLE AND A TELEPHONE
 CP3100'CABLE REPAIR BOX.
 CP3100'
 CP3100'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP3100'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP3100'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3100'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP3100'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP3100'SURFACE.  THEY ARE STAMPED 62H002 1976.  THE MARK IS 57 FEET
 CP3100'SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 4.5 FEET EAST
 CP3100'OF A TELEPHONE CABLE REPAIR BOX, 3.5 FEET EAST-NORTHEAST OF A
 CP3100'POWER POLE (NO. 281), AND 1.5 FEET WEST OF A METAL WITNESS POST
 CP3100'AND SIGN.
 CP3100'
 CP3100'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP3100
 CP3100                          STATION RECOVERY (1986)
 CP3100
 CP3100'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3100'ABOUT 25 KM (15.5 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3100'OAK GROVE TO THE BENCH MARK ON THE SOUTH SIDE OF THE HIGHWAY, 10.9
 CP3100'METERS (57 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.4 METERS
 CP3100'(4.5 FEET) EAST OF A TELEPHONE CABLE REPAIR BOX AND 1.1 METERS
 CP3100'(3.5 FEET) EAST-NORTHEAST OF POWER POLE NUMBER 281.
 CP3100'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CP3100'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3104 ***********************************************************************
 CP3104  DESIGNATION -  62 H 003
 CP3104  PID         -  CP3104
 CP3104  STATE/COUNTY-  LA/WEST CARROLL
 CP3104  USGS QUAD   -  GOODWILL (1988)
 CP3104
 CP3104                         *CURRENT SURVEY CONTROL
 CP3104  ___________________________________________________________________
 CP3104* NAD 83(1992)-  32 46 45.06325(N)    091 33 45.38194(W)     ADJUSTED  
 CP3104* NAVD 88     -        29.061  (meters)      95.34   (feet)  ADJUSTED  
 CP3104  ___________________________________________________________________
 CP3104  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CP3104  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP3104  DYNAMIC HT  -          29.029 (meters)      95.24  (feet)  COMP
 CP3104  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 CP3104
 CP3104  HORZ ORDER  -  SECOND
 CP3104  VERT ORDER  -  SECOND    CLASS I
 CP3104
 CP3104.The horizontal coordinates were established by classical geodetic methods
 CP3104.and adjusted by the National Geodetic Survey in January 1993..
 CP3104
 CP3104.The orthometric height was determined by differential leveling
 CP3104.and adjusted by the National Geodetic Survey in July 1998..
 CP3104
 CP3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3104
 CP3104.The geoid height was determined by GEOID03.
 CP3104
 CP3104.The dynamic height is computed by dividing the NAVD 88
 CP3104.geopotential number by the normal gravity value computed on the
 CP3104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3104.degrees latitude (g = 980.6199 gals.).
 CP3104
 CP3104.The modeled gravity was interpolated from observed gravity values.
 CP3104
 CP3104;                    North         East     Units Scale Factor Converg.
 CP3104;SPC LA N     -   253,095.059 1,087,821.366   MT  1.00002759   +0 29 44.2
 CP3104;SPC LA N     -   830,362.71  3,568,960.60   sFT  1.00002759   +0 29 44.2
 CP3104;UTM  15      - 3,627,722.027   634,614.718   MT  0.99982344   +0 46 42.0
 CP3104
 CP3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3104!SPC LA N     -   0.99999952  x   1.00002759  =   1.00002711
 CP3104!UTM  15      -   0.99999952  x   0.99982344  =   0.99982296
 CP3104
 CP3104:                Primary Azimuth Mark                     Grid Az
 CP3104:SPC LA N     -  MARVIN                                   006 01 03.1
 CP3104:UTM  15      -  MARVIN                                   005 44 05.3
 CP3104
 CP3104|---------------------------------------------------------------------|
 CP3104| PID    Reference Object                     Distance      Geod. Az  |
 CP3104|                                                           dddmmss.s |
 CP3104| CP3091 MARVIN                              APPROX. 0.7 KM 0063047.3 |
 CP3104|---------------------------------------------------------------------|
 CP3104
 CP3104                          SUPERSEDED SURVEY CONTROL
 CP3104
 CP3104  NAD 83(1986)-  32 46 45.07507(N)    091 33 45.37486(W) AD(       ) 2
 CP3104  NAD 27      -  32 46 44.59619(N)    091 33 44.94220(W) AD(       ) 2
 CP3104  NGVD 29 (07/19/86)   31.4    (m)          103.     (f) VERT ANG       
 CP3104
 CP3104.Superseded values are not recommended for survey control.
 CP3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3104.See file dsdata.txt to determine how the superseded data were derived.
 CP3104
 CP3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3461527722(NAD 83)
 CP3104_MARKER: DE = TRAVERSE STATION DISK
 CP3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3104_SP_SET: CONCRETE POST
 CP3104_STAMPING: 62H003 1976
 CP3104_MARK LOGO: LADTD 
 CP3104_PROJECTION: FLUSH
 CP3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3104+STABILITY: SURFACE MOTION
 CP3104
 CP3104  HISTORY     - Date     Condition        Report By
 CP3104  HISTORY     - 1976     MONUMENTED       LADTD
 CP3104  HISTORY     - 1986     GOOD             LADTD
 CP3104
 CP3104                          STATION DESCRIPTION
 CP3104
 CP3104'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP3104'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF OAK GROVE AND
 CP3104'16 MILES NORTHEAST OF MER ROUGE.  THE MARK IS SET ON PROPERTY OWNED
 CP3104'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3104'
 CP3104'TO REACH THE STATION FROM BOEUF RIVER BRIDGE ON STATE HIGHWAY 2,
 CP3104'DRIVE NORTHEAST ALONG STATE HIGHWAY 2 FOR 2 MILES TO THE MARK SET ON
 CP3104'THE LEFT AND NORTH OF THE HIGHWAY NEAR A POWER POLE AND A TELEPHONE
 CP3104'CABLE REPAIR BOX.  MARK IS SET IN THE SMALL COMMUNITY OF GOODWILL.
 CP3104'
 CP3104'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP3104'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP3104'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3104'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP3104'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP3104'SURFACE.  THEY ARE STAMPED 62H003 1976.  THE MARK IS 125 FEET
 CP3104'EAST OF A TELEPHONE CABLE REPAIR BOX, 68 FEET NORTH OF THE CENTER
 CP3104'OF STATE HIGHWAY 2, 21 FEET EAST OF A POWER POLE, 18 FEET
 CP3104'SOUTH OF AN 18 INCH OAK TREE, 9.5 FEET EAST OF THE CENTER OF A
 CP3104'GRAVEL DRIVE AND 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CP3104'
 CP3104'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP3104
 CP3104                          STATION RECOVERY (1986)
 CP3104
 CP3104'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3104'ABOUT 22.7 KM (14.1 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3104'OAK GROVE TO THE STATION MARK, 38.1 METERS (125 FEET) EAST OF A
 CP3104'TELEPHONE REPAIR BOX, 20.7 METERS (68 FEET) NORTH OF THE CENTERLINE OF
 CP3104'THE HIGHWAY AND 2.9 METERS (9.5 FEET) EAST OF THE CENTER OF A GRAVEL
 CP3104'DRIVE.
 CP3104'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CP3104'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3099 ***********************************************************************
 CP3099  DESIGNATION -  62 H 004
 CP3099  PID         -  CP3099
 CP3099  STATE/COUNTY-  LA/WEST CARROLL
 CP3099  USGS QUAD   -  GOODWILL (1988)
 CP3099
 CP3099                         *CURRENT SURVEY CONTROL
 CP3099  ___________________________________________________________________
 CP3099* NAD 83(1992)-  32 46 59.74470(N)    091 32 54.80567(W)     ADJUSTED  
 CP3099* NAVD 88     -        28.429  (meters)      93.27   (feet)  ADJUSTED  
 CP3099  ___________________________________________________________________
 CP3099  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CP3099  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP3099  DYNAMIC HT  -          28.398 (meters)      93.17  (feet)  COMP
 CP3099  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 CP3099
 CP3099  HORZ ORDER  -  SECOND
 CP3099  VERT ORDER  -  SECOND    CLASS I
 CP3099
 CP3099.The horizontal coordinates were established by classical geodetic methods
 CP3099.and adjusted by the National Geodetic Survey in January 1993..
 CP3099
 CP3099.The orthometric height was determined by differential leveling
 CP3099.and adjusted by the National Geodetic Survey in July 1998..
 CP3099
 CP3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3099
 CP3099.The geoid height was determined by GEOID03.
 CP3099
 CP3099.The dynamic height is computed by dividing the NAVD 88
 CP3099.geopotential number by the normal gravity value computed on the
 CP3099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3099.degrees latitude (g = 980.6199 gals.).
 CP3099
 CP3099.The modeled gravity was interpolated from observed gravity values.
 CP3099
 CP3099;                    North         East     Units Scale Factor Converg.
 CP3099;SPC LA N     -   253,558.797 1,089,133.563   MT  1.00002866   +0 30 10.9
 CP3099;SPC LA N     -   831,884.15  3,573,265.70   sFT  1.00002866   +0 30 10.9
 CP3099;UTM  15      - 3,628,192.142   635,924.344   MT  0.99982781   +0 47 09.7
 CP3099
 CP3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3099!SPC LA N     -   0.99999962  x   1.00002866  =   1.00002828
 CP3099!UTM  15      -   0.99999962  x   0.99982781  =   0.99982743
 CP3099
 CP3099:                Primary Azimuth Mark                     Grid Az
 CP3099:SPC LA N     -  62 H 005                                 067 22 40.2
 CP3099:UTM  15      -  62 H 005                                 067 05 41.4
 CP3099
 CP3099|---------------------------------------------------------------------|
 CP3099| PID    Reference Object                     Distance      Geod. Az  |
 CP3099|                                                           dddmmss.s |
 CP3099| CP3098 62 H 005                            APPROX. 1.3 KM 0675251.1 |
 CP3099|---------------------------------------------------------------------|
 CP3099
 CP3099                          SUPERSEDED SURVEY CONTROL
 CP3099
 CP3099  NAD 83(1986)-  32 46 59.75651(N)    091 32 54.79862(W) AD(       ) 2
 CP3099  NAD 27      -  32 46 59.27864(N)    091 32 54.36727(W) AD(       ) 2
 CP3099  NGVD 29 (07/19/86)   29.5    (m)           97.     (f) VERT ANG       
 CP3099
 CP3099.Superseded values are not recommended for survey control.
 CP3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3099.See file dsdata.txt to determine how the superseded data were derived.
 CP3099
 CP3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3592428192(NAD 83)
 CP3099_MARKER: DE = TRAVERSE STATION DISK
 CP3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3099_SP_SET: CONCRETE POST
 CP3099_STAMPING: 62H004 1976
 CP3099_MARK LOGO: LADTD 
 CP3099_PROJECTION: FLUSH
 CP3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3099+STABILITY: SURFACE MOTION
 CP3099
 CP3099  HISTORY     - Date     Condition        Report By
 CP3099  HISTORY     - 1976     MONUMENTED       LADTD
 CP3099  HISTORY     - 1986     GOOD             LADTD
 CP3099
 CP3099                          STATION DESCRIPTION
 CP3099
 CP3099'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP3099'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF OAK GROVE AND
 CP3099'18 MILES NORTHEAST OF MER ROUGE.  THE MARK IS SET ON LOUISIANA
 CP3099'DEPARTMENT OF HIGHWAYS PROPERTY JUST NORTH OF THE GOODWILL
 CP3099'ELEMENTARY SCHOOL.
 CP3099'
 CP3099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND STATE
 CP3099'HIGHWAY 585 IN THE SMALL COMMUNITY OF GOODWILL, DRIVE NORTHEAST
 CP3099'ALONG STATE HIGHWAY 2 FOR 0.7 MILES TO THE MARK SET ON THE RIGHT
 CP3099'AND SOUTHEAST OF THE HIGHWAY NEAR A DRIVE LEADING TO THE GOODWILL
 CP3099'ELEMENTARY SCHOOL.
 CP3099'
 CP3099'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3099'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP3099'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3099'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP3099'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP3099'SURFACE.  THEY ARE STAMPED 62H004 1976.  THE MARK IS 61 FEET
 CP3099'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 56 FEET NORTH OF A
 CP3099'36 INCH OAK TREE, 36 FEET EAST OF A DRIVE LEADING TO A SCHOOL,
 CP3099'27.5 FEET SOUTHEAST OF THE EAST END OF A CONCRETE SIDE-DRAIN,
 CP3099'27 FEET WEST OF A POWER POLE (NO. 234 AND 1.5 FEET EAST OF A
 CP3099'METAL WITNESS POST AND SIGN.
 CP3099'
 CP3099'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP3099
 CP3099                          STATION RECOVERY (1986)
 CP3099
 CP3099'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3099'ABOUT 21.3 KM (13.2 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3099'OAK GROVE TO THE STATION MARK SET NEAR THE GOODWILL ELEMENTARY SCHOOL,
 CP3099'18.6 METERS (61 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.1
 CP3099'METERS (56 FEET) NORTH OF A 36-INCH OAK TREE, 11 METERS (36 FEET) EAST
 CP3099'OF A DRIVE LEADING INTO THE SCHOOL, 8.4 METERS (27.5 FEET) SOUTHEAST
 CP3099'OF THE EAST END OF A CONCRETE DRAIN AND 8.2 METERS (27 FEET) WEST OF
 CP3099'POWER POLE NUMBER 234.
 CP3099'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP3099'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3098 ***********************************************************************
 CP3098  DESIGNATION -  62 H 005
 CP3098  PID         -  CP3098
 CP3098  STATE/COUNTY-  LA/WEST CARROLL
 CP3098  USGS QUAD   -  GOODWILL (1988)
 CP3098
 CP3098                         *CURRENT SURVEY CONTROL
 CP3098  ___________________________________________________________________
 CP3098* NAD 83(1992)-  32 47 15.47445(N)    091 32 08.98245(W)     ADJUSTED  
 CP3098* NAVD 88     -        28.957  (meters)      95.00   (feet)  ADJUSTED  
 CP3098  ___________________________________________________________________
 CP3098  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CP3098  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP3098  DYNAMIC HT  -          28.926 (meters)      94.90  (feet)  COMP
 CP3098  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 CP3098
 CP3098  HORZ ORDER  -  SECOND
 CP3098  VERT ORDER  -  SECOND    CLASS I
 CP3098
 CP3098.The horizontal coordinates were established by classical geodetic methods
 CP3098.and adjusted by the National Geodetic Survey in January 1993..
 CP3098
 CP3098.The orthometric height was determined by differential leveling
 CP3098.and adjusted by the National Geodetic Survey in July 1998..
 CP3098
 CP3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3098
 CP3098.The geoid height was determined by GEOID03.
 CP3098
 CP3098.The dynamic height is computed by dividing the NAVD 88
 CP3098.geopotential number by the normal gravity value computed on the
 CP3098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3098.degrees latitude (g = 980.6199 gals.).
 CP3098
 CP3098.The modeled gravity was interpolated from observed gravity values.
 CP3098
 CP3098;                    North         East     Units Scale Factor Converg.
 CP3098;SPC LA N     -   254,053.898 1,090,321.675   MT  1.00002982   +0 30 35.1
 CP3098;SPC LA N     -   833,508.50  3,577,163.70   sFT  1.00002982   +0 30 35.1
 CP3098;UTM  15      - 3,628,693.008   637,109.758   MT  0.99983180   +0 47 34.8
 CP3098
 CP3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3098!SPC LA N     -   0.99999953  x   1.00002982  =   1.00002935
 CP3098!UTM  15      -   0.99999953  x   0.99983180  =   0.99983133
 CP3098
 CP3098:                Primary Azimuth Mark                     Grid Az
 CP3098:SPC LA N     -  62 H 006                                 070 14 57.9
 CP3098:UTM  15      -  62 H 006                                 069 57 58.2
 CP3098
 CP3098|---------------------------------------------------------------------|
 CP3098| PID    Reference Object                     Distance      Geod. Az  |
 CP3098|                                                           dddmmss.s |
 CP3098| CP3097 62 H 006                            APPROX. 1.7 KM 0704533.0 |
 CP3098|---------------------------------------------------------------------|
 CP3098
 CP3098                          SUPERSEDED SURVEY CONTROL
 CP3098
 CP3098  NAD 83(1986)-  32 47 15.48629(N)    091 32 08.97539(W) AD(       ) 2
 CP3098  NAD 27      -  32 47 15.00873(N)    091 32 08.54564(W) AD(       ) 2
 CP3098  NGVD 29 (07/19/86)   29.5    (m)           97.     (f) VERT ANG       
 CP3098
 CP3098.Superseded values are not recommended for survey control.
 CP3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3098.See file dsdata.txt to determine how the superseded data were derived.
 CP3098
 CP3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3711028693(NAD 83)
 CP3098_MARKER: DE = TRAVERSE STATION DISK
 CP3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3098_SP_SET: CONCRETE POST
 CP3098_STAMPING: 62H005 1976
 CP3098_MARK LOGO: LADTD 
 CP3098_PROJECTION: FLUSH
 CP3098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3098+STABILITY: SURFACE MOTION
 CP3098
 CP3098  HISTORY     - Date     Condition        Report By
 CP3098  HISTORY     - 1976     MONUMENTED       LADTD
 CP3098  HISTORY     - 1986     GOOD             LADTD
 CP3098
 CP3098                          STATION DESCRIPTION
 CP3098
 CP3098'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP3098'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF OAK GROVE AND 19
 CP3098'MILES NORTHEAST OF MER ROUGE.  THE MARK IS SET ON LOUISIANA
 CP3098'DEPARTMENT OF HIGHWAYS PROPERTY.
 CP3098'
 CP3098'TO REACH THE STATION FROM THE GOODWILL ELEMENTARY SCHOOL ON STATE
 CP3098'HIGHWAY 2, DRIVE NORTHEAST ALONG STATE HIGHWAY 2 FOR 0.8 MILES TO
 CP3098'THE MARK SET ON THE LEFT AND NORTH OF THE HIGHWAY NEAR A LARGE
 CP3098'OAK TREE AND A CONCRETE FEDERAL AIDE HIGHWAY RIGHT-OF-WAY MARKER.
 CP3098'
 CP3098'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3098'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP3098'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3098'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP3098'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP3098'SURFACE.  THEY ARE STAMPED 62H005 1976.  THE MARK IS 58.5 FEET
 CP3098'NORTH OF THE CENTER OF STATE HIGHWAY 2, 8.5 FEET SOUTHEAST OF A
 CP3098'36 INCH OAK TREE, 3.5 FEET WEST OF A FEDERAL AIDE RIGHT-OF-WAY
 CP3098'MARKER (NO. S-190 (1) AND 190 (2) STA. 552+60, 1949) AND 1.5 FEET
 CP3098'WEST OF A METAL WITNESS POST AND SIGN.
 CP3098'
 CP3098'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP3098
 CP3098                          STATION RECOVERY (1986)
 CP3098
 CP3098'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3098'ABOUT 20 KM (12.4 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3098'OAK GROVE TO THE STATION MARK, 17.8 METERS (58.5 FEET) NORTH OF THE
 CP3098'CENTERLINE OF THE HIGHWAY, 2.6 METERS (8.5 FEET) SOUTHEAST OF A
 CP3098'36-INCH OAK TREE AND 1.1 METERS (3.5 FEET) WEST OF A FEDERAL AID
 CP3098'RIGHT-OF-WAY MARKER.
 CP3098'THE MARK IS 1.07 METERS  W FROM  A FEDERAL AID MARKER
 CP3098'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3097 ***********************************************************************
 CP3097  DESIGNATION -  62 H 006
 CP3097  PID         -  CP3097
 CP3097  STATE/COUNTY-  LA/WEST CARROLL
 CP3097  USGS QUAD   -  GOODWILL (1988)
 CP3097
 CP3097                         *CURRENT SURVEY CONTROL
 CP3097  ___________________________________________________________________
 CP3097* NAD 83(1992)-  32 47 33.45672(N)    091 31 07.97236(W)     ADJUSTED  
 CP3097* NAVD 88     -        28.665  (meters)      94.05   (feet)  ADJUSTED  
 CP3097  ___________________________________________________________________
 CP3097  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CP3097  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP3097  DYNAMIC HT  -          28.633 (meters)      93.94  (feet)  COMP
 CP3097  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CP3097
 CP3097  HORZ ORDER  -  SECOND
 CP3097  VERT ORDER  -  SECOND    CLASS I
 CP3097
 CP3097.The horizontal coordinates were established by classical geodetic methods
 CP3097.and adjusted by the National Geodetic Survey in January 1993..
 CP3097
 CP3097.The orthometric height was determined by differential leveling
 CP3097.and adjusted by the National Geodetic Survey in July 1998..
 CP3097
 CP3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3097
 CP3097.The geoid height was determined by GEOID03.
 CP3097
 CP3097.The dynamic height is computed by dividing the NAVD 88
 CP3097.geopotential number by the normal gravity value computed on the
 CP3097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3097.degrees latitude (g = 980.6199 gals.).
 CP3097
 CP3097.The modeled gravity was interpolated from observed gravity values.
 CP3097
 CP3097;                    North         East     Units Scale Factor Converg.
 CP3097;SPC LA N     -   254,622.098 1,091,904.201   MT  1.00003115   +0 31 07.4
 CP3097;SPC LA N     -   835,372.67  3,582,355.70   sFT  1.00003115   +0 31 07.4
 CP3097;UTM  15      - 3,629,268.916   638,689.145   MT  0.99983717   +0 48 08.3
 CP3097
 CP3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3097!SPC LA N     -   0.99999958  x   1.00003115  =   1.00003073
 CP3097!UTM  15      -   0.99999958  x   0.99983717  =   0.99983675
 CP3097
 CP3097:                Primary Azimuth Mark                     Grid Az
 CP3097:SPC LA N     -  RISING                                   157 51 24.6
 CP3097:UTM  15      -  RISING                                   157 34 23.7
 CP3097
 CP3097|---------------------------------------------------------------------|
 CP3097| PID    Reference Object                     Distance      Geod. Az  |
 CP3097|                                                           dddmmss.s |
 CP3097| CP3089 RISING                              APPROX. 1.0 KM 1582232.0 |
 CP3097|---------------------------------------------------------------------|
 CP3097
 CP3097                          SUPERSEDED SURVEY CONTROL
 CP3097
 CP3097  NAD 83(1986)-  32 47 33.46862(N)    091 31 07.96530(W) AD(       ) 2
 CP3097  NAD 27      -  32 47 32.99123(N)    091 31 07.53757(W) AD(       ) 2
 CP3097  NGVD 29 (07/19/86)   29.1    (m)           95.     (f) VERT ANG       
 CP3097
 CP3097.Superseded values are not recommended for survey control.
 CP3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3097.See file dsdata.txt to determine how the superseded data were derived.
 CP3097
 CP3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3868929269(NAD 83)
 CP3097_MARKER: DE = TRAVERSE STATION DISK
 CP3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3097_SP_SET: CONCRETE POST
 CP3097_STAMPING: 62H006 1976
 CP3097_MARK LOGO: LADTD 
 CP3097_PROJECTION: FLUSH
 CP3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3097+STABILITY: SURFACE MOTION
 CP3097
 CP3097  HISTORY     - Date     Condition        Report By
 CP3097  HISTORY     - 1976     MONUMENTED       LADTD
 CP3097  HISTORY     - 1986     GOOD             LADTD
 CP3097
 CP3097                          STATION DESCRIPTION
 CP3097
 CP3097'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP3097'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF OAK GROVE AND
 CP3097'20 MILES NORTHEAST OF MER ROUGE.  THE MARK IS SET ON LOUISIANA
 CP3097'DEPARTMENT OF HIGHWAYS PROPERTY.
 CP3097'
 CP3097'TO REACH THE STATION FROM THE GOODWILL ELEMENTARY SCHOOL ON STATE
 CP3097'HIGHWAY 2, DRIVE NORTHEAST ALONG STATE HIGHWAY 2 FOR 1.8 MILES TO
 CP3097'THE MARK SET ON THE RIGHT AND SOUTHEAST OF THE HIGHWAY AND WEST
 CP3097'OF A GRAVEL ROAD LEADING SOUTH.
 CP3097'
 CP3097'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP3097'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP3097'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3097'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP3097'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP3097'SURFACE.  THEY ARE STAMPED 62H006 1976.  THE MARK IS 64.5 FEET
 CP3097'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 34 FEET WEST OF THE
 CP3097'CENTER OF A GRAVEL ROAD, 18.5 FEET SOUTHWEST OF A POWER POLE
 CP3097'(NO. 19), 12.5 FEET NORTHWEST OF A SERVICE POLE WITH A
 CP3097'TRANSFORMER ATTACHED, 7.5 FEET SOUTHWEST OF A TELEPHONE CABLE
 CP3097'REPAIR BOX AND 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CP3097'
 CP3097'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP3097
 CP3097                          STATION RECOVERY (1986)
 CP3097
 CP3097'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3097'ABOUT 18.3 KM (11.4 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3097'OAK GROVE TO THE STATION MARK, 19.7 METERS (64.5 FEET) SOUTH OF THE
 CP3097'CENTER OF THE HIGHWAY, 10.4 METERS (34 FEET) WEST OF THE CENTER OF A
 CP3097'GRAVEL ROAD, 5.6 METERS (18.5 FEET) SOUTHWEST OF POWER POLE NUMBER 19,
 CP3097'AND 2.3 METERS (7.5 FEET) SOUTHWEST OF A TELEPHONE REPAIR BOX.
 CP3097'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CP3097'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3096 ***********************************************************************
 CP3096  DESIGNATION -  62 H 007
 CP3096  PID         -  CP3096
 CP3096  STATE/COUNTY-  LA/WEST CARROLL
 CP3096  USGS QUAD   -  GOODWILL (1988)
 CP3096
 CP3096                         *CURRENT SURVEY CONTROL
 CP3096  ___________________________________________________________________
 CP3096* NAD 83(1992)-  32 47 48.43489(N)    091 30 20.59966(W)     ADJUSTED  
 CP3096* NAVD 88     -        28.044  (meters)      92.01   (feet)  ADJUSTED  
 CP3096  ___________________________________________________________________
 CP3096  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CP3096  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3096  DYNAMIC HT  -          28.013 (meters)      91.91  (feet)  COMP
 CP3096  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 CP3096
 CP3096  HORZ ORDER  -  SECOND
 CP3096  VERT ORDER  -  SECOND    CLASS I
 CP3096
 CP3096.The horizontal coordinates were established by classical geodetic methods
 CP3096.and adjusted by the National Geodetic Survey in January 1993..
 CP3096
 CP3096.The orthometric height was determined by differential leveling
 CP3096.and adjusted by the National Geodetic Survey in July 1998..
 CP3096
 CP3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3096
 CP3096.The geoid height was determined by GEOID03.
 CP3096
 CP3096.The dynamic height is computed by dividing the NAVD 88
 CP3096.geopotential number by the normal gravity value computed on the
 CP3096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3096.degrees latitude (g = 980.6199 gals.).
 CP3096
 CP3096.The modeled gravity was interpolated from observed gravity values.
 CP3096
 CP3096;                    North         East     Units Scale Factor Converg.
 CP3096;SPC LA N     -   255,094.742 1,093,132.582   MT  1.00003226   +0 31 32.4
 CP3096;SPC LA N     -   836,923.33  3,586,385.81   sFT  1.00003226   +0 31 32.4
 CP3096;UTM  15      - 3,629,747.545   639,914.934   MT  0.99984139   +0 48 34.3
 CP3096
 CP3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3096!SPC LA N     -   0.99999968  x   1.00003226  =   1.00003194
 CP3096!UTM  15      -   0.99999968  x   0.99984139  =   0.99984107
 CP3096
 CP3096:                Primary Azimuth Mark                     Grid Az
 CP3096:SPC LA N     -  62 H 008                                 067 28 23.4
 CP3096:UTM  15      -  62 H 008                                 067 11 21.5
 CP3096
 CP3096|---------------------------------------------------------------------|
 CP3096| PID    Reference Object                     Distance      Geod. Az  |
 CP3096|                                                           dddmmss.s |
 CP3096| CP2906 62 H 008                            APPROX. 1.5 KM 0675955.8 |
 CP3096|---------------------------------------------------------------------|
 CP3096
 CP3096                          SUPERSEDED SURVEY CONTROL
 CP3096
 CP3096  NAD 83(1986)-  32 47 48.44683(N)    091 30 20.59268(W) AD(       ) 2
 CP3096  NAD 27      -  32 47 47.97142(N)    091 30 20.16659(W) AD(       ) 2
 CP3096  NGVD 29 (07/19/86)   28.1    (m)           92.     (f) VERT ANG       
 CP3096
 CP3096.Superseded values are not recommended for survey control.
 CP3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3096.See file dsdata.txt to determine how the superseded data were derived.
 CP3096
 CP3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3991529748(NAD 83)
 CP3096_MARKER: DE = TRAVERSE STATION DISK
 CP3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3096_SP_SET: CONCRETE POST
 CP3096_STAMPING: 62H007 1976
 CP3096_MARK LOGO: LADTD 
 CP3096_PROJECTION: FLUSH
 CP3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3096+STABILITY: SURFACE MOTION
 CP3096
 CP3096  HISTORY     - Date     Condition        Report By
 CP3096  HISTORY     - 1976     MONUMENTED       LADTD
 CP3096  HISTORY     - 1986     GOOD             LADTD
 CP3096
 CP3096                          STATION DESCRIPTION
 CP3096
 CP3096'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP3096'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF OAK GROVE AND 21
 CP3096'MILES NORTHEAST OF MER ROUGE.  THE MARK IS SET ON LOUISIANA
 CP3096'DEPARTMENT OF HIGHWAYS PROPERTY.
 CP3096'
 CP3096'TO REACH THE STATION FROM THE GOODWILL ELEMENTARY SCHOOL ON STATE
 CP3096'HIGHWAY 2, DRIVE NORTHEAST ALONG STATE HIGHWAY 2 FOR 2.6 MILES TO
 CP3096'THE MARK SET ON THE RIGHT AND SOUTHEAST OF THE HIGHWAY NEAR A POWER
 CP3096'POLE.
 CP3096'
 CP3096'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3096'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP3096'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3096'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP3096'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP3096'SURFACE.  THEY ARE STAMPED 62H007 1976.  THE MARK IS 64 FEET
 CP3096'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 47.7 FEET WEST OF A
 CP3096'POWER POLE (NO. 175), 39.5 FEET NORTHWEST OF A 10 INCH PECAN
 CP3096'TREE AND 1.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 CP3096'
 CP3096'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP3096
 CP3096                          STATION RECOVERY (1986)
 CP3096
 CP3096'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3096'14.6 KM (9 MI) WEST FROM OAK GROVE.
 CP3096'ABOUT 14.6 KM (9 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3096'OAK GROVE TO THE STATION MARK , 19.5 METERS (64 FEET) SOUTH OF THE
 CP3096'CENTERLINE OF THE HIGHWAY, 14.5 METERS (47.7 FEET) WEST OF POWER POLE
 CP3096'NUMBER 175 AND 12 METERS (39.5 FEET) NORTHWEST OF A 10-INCH PECAN
 CP3096'TREE.
 CP3096'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP3096'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2906 ***********************************************************************
 CP2906  DESIGNATION -  62 H 008
 CP2906  PID         -  CP2906
 CP2906  STATE/COUNTY-  LA/WEST CARROLL
 CP2906  USGS QUAD   -  OAK GROVE (1988)
 CP2906
 CP2906                         *CURRENT SURVEY CONTROL
 CP2906  ___________________________________________________________________
 CP2906* NAD 83(1992)-  32 48 06.37908(N)    091 29 28.00561(W)     ADJUSTED  
 CP2906* NAVD 88     -        31.615  (meters)     103.72   (feet)  ADJUSTED  
 CP2906  ___________________________________________________________________
 CP2906  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CP2906  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP2906  DYNAMIC HT  -          31.580 (meters)     103.61  (feet)  COMP
 CP2906  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 CP2906
 CP2906  HORZ ORDER  -  SECOND
 CP2906  VERT ORDER  -  SECOND    CLASS I
 CP2906
 CP2906.The horizontal coordinates were established by classical geodetic methods
 CP2906.and adjusted by the National Geodetic Survey in May 1994..
 CP2906
 CP2906.The orthometric height was determined by differential leveling
 CP2906.and adjusted by the National Geodetic Survey in July 1998..
 CP2906
 CP2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2906
 CP2906.The geoid height was determined by GEOID03.
 CP2906
 CP2906.The dynamic height is computed by dividing the NAVD 88
 CP2906.geopotential number by the normal gravity value computed on the
 CP2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2906.degrees latitude (g = 980.6199 gals.).
 CP2906
 CP2906.The modeled gravity was interpolated from observed gravity values.
 CP2906
 CP2906;                    North         East     Units Scale Factor Converg.
 CP2906;SPC LA N     -   255,660.169 1,094,495.844   MT  1.00003360   +0 32 00.2
 CP2906;SPC LA N     -   838,778.40  3,590,858.45   sFT  1.00003360   +0 32 00.2
 CP2906;UTM  15      - 3,630,319.614   641,275.119   MT  0.99984610   +0 49 03.2
 CP2906
 CP2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2906!SPC LA N     -   0.99999912  x   1.00003360  =   1.00003272
 CP2906!UTM  15      -   0.99999912  x   0.99984610  =   0.99984522
 CP2906
 CP2906:                Primary Azimuth Mark                     Grid Az
 CP2906:SPC LA N     -  62 H 009                                 070 16 42.0
 CP2906:UTM  15      -  62 H 009                                 069 59 39.0
 CP2906
 CP2906|---------------------------------------------------------------------|
 CP2906| PID    Reference Object                     Distance      Geod. Az  |
 CP2906|                                                           dddmmss.s |
 CP2906| CP2905 62 H 009                            APPROX. 1.1 KM 0704842.2 |
 CP2906|---------------------------------------------------------------------|
 CP2906
 CP2906                          SUPERSEDED SURVEY CONTROL
 CP2906
 CP2906  NAD 83(1992)-  32 48 06.37911(N)    091 29 28.00548(W) AD(       ) 2
 CP2906  NAD 83(1986)-  32 48 06.39111(N)    091 29 27.99863(W) AD(       ) 2
 CP2906  NAD 27      -  32 48 05.91711(N)    091 29 27.57383(W) AD(       ) 2
 CP2906  NGVD 29 (07/19/86)   31.4    (m)          103.     (f) VERT ANG       
 CP2906
 CP2906.Superseded values are not recommended for survey control.
 CP2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2906.See file dsdata.txt to determine how the superseded data were derived.
 CP2906
 CP2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4127530320(NAD 83)
 CP2906_MARKER: DE = TRAVERSE STATION DISK
 CP2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2906_SP_SET: CONCRETE POST
 CP2906_STAMPING: 62H008 1976
 CP2906_MARK LOGO: LADTD 
 CP2906_PROJECTION: FLUSH
 CP2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2906+STABILITY: SURFACE MOTION
 CP2906
 CP2906  HISTORY     - Date     Condition        Report By
 CP2906  HISTORY     - 1976     MONUMENTED       LADTD
 CP2906  HISTORY     - 1986     GOOD             LADTD
 CP2906
 CP2906                          STATION DESCRIPTION
 CP2906
 CP2906'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2906'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF OAK GROVE AND 6
 CP2906'MILES NORTHWEST OF PIONEER.  THE MARK IS SET ON LOUISIANA
 CP2906'DEPARTMENT OF HIGHWAYS PROPERTY.
 CP2906'
 CP2906'TO REACH THE STATION FROM THE GOODWILL ELEMENTARY SCHOOL ON STATE
 CP2906'HIGHWAY 2, DRIVE NORTHEAST ALONG STATE HIGHWAY 2 FOR 3.4 MILES TO
 CP2906'THE MARK SET ON THE LEFT AND NORTHWEST OF THE HIGHWAY IN FRONT OF A
 CP2906'FRAME HOUSE AND NEAR A POWER POLE.
 CP2906'
 CP2906'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP2906'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2906'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2906'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2906'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2906'SURFACE.  THEY ARE STAMPED 62H008 1976.  THE MARK IS 74 FEET
 CP2906'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 60 FEET
 CP2906'NORTH OF THE CENTER OF STATE HIGHWAY 2, 51.5 FEET EAST-NORTHEAST
 CP2906'OF A TELEPHONE CABLE REPAIR BOX, 12 FEET EAST OF THE CENTER OF
 CP2906'A GRAVEL DRIVE, AND 2.5 FEET NORTHEAST OF A POWER POLE WITH A
 CP2906'WITNESS SIGN ATTACHED.
 CP2906'
 CP2906'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP2906
 CP2906                          STATION RECOVERY (1986)
 CP2906
 CP2906'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2906'ABOUT 13 KM (8.1 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP2906'OAK GROVE TO THE STATION MARK, 22.6 METERS (74 FEET) SOUTHEAST OF THE
 CP2906'SOUTHEAST CORNER OF A FRAME HOUSE, 18.3 METERS (60 FEET) NORTH OF THE
 CP2906'CENTERLINE OF THE HIGHWAY, 15.7 METERS (51.5 FEET) EAST-NORTHEAST OF A
 CP2906'TELEPHONE CABLE REPAIR BOX AND 3.7 METERS (12 FEET) EAST OF THE CENTER
 CP2906'OF A GRAVEL DRIVE.
 CP2906'THE MARK IS 0.76 METERS  NE FROM A WITNESS POST.
 CP2906'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2905 ***********************************************************************
 CP2905  DESIGNATION -  62 H 009
 CP2905  PID         -  CP2905
 CP2905  STATE/COUNTY-  LA/WEST CARROLL
 CP2905  USGS QUAD   -  OAK GROVE (1988)
 CP2905
 CP2905                         *CURRENT SURVEY CONTROL
 CP2905  ___________________________________________________________________
 CP2905* NAD 83(1992)-  32 48 17.99655(N)    091 28 48.47106(W)     ADJUSTED  
 CP2905* NAVD 88     -        30.356  (meters)      99.59   (feet)  ADJUSTED  
 CP2905  ___________________________________________________________________
 CP2905  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CP2905  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP2905  DYNAMIC HT  -          30.323 (meters)      99.48  (feet)  COMP
 CP2905  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 CP2905
 CP2905  HORZ ORDER  -  SECOND
 CP2905  VERT ORDER  -  SECOND    CLASS I
 CP2905
 CP2905.The horizontal coordinates were established by classical geodetic methods
 CP2905.and adjusted by the National Geodetic Survey in May 1994..
 CP2905
 CP2905.The orthometric height was determined by differential leveling
 CP2905.and adjusted by the National Geodetic Survey in July 1998..
 CP2905
 CP2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2905
 CP2905.The geoid height was determined by GEOID03.
 CP2905
 CP2905.The dynamic height is computed by dividing the NAVD 88
 CP2905.geopotential number by the normal gravity value computed on the
 CP2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2905.degrees latitude (g = 980.6199 gals.).
 CP2905
 CP2905.The modeled gravity was interpolated from observed gravity values.
 CP2905
 CP2905;                    North         East     Units Scale Factor Converg.
 CP2905;SPC LA N     -   256,027.679 1,095,521.040   MT  1.00003447   +0 32 21.1
 CP2905;SPC LA N     -   839,984.14  3,594,221.95   sFT  1.00003447   +0 32 21.1
 CP2905;UTM  15      - 3,630,692.136   642,298.289   MT  0.99984968   +0 49 24.9
 CP2905
 CP2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2905!SPC LA N     -   0.99999932  x   1.00003447  =   1.00003379
 CP2905!UTM  15      -   0.99999932  x   0.99984968  =   0.99984900
 CP2905
 CP2905:                Primary Azimuth Mark                     Grid Az
 CP2905:SPC LA N     -  62H010 LADH 1976                         045 37 58.7
 CP2905:UTM  15      -  62H010 LADH 1976                         045 20 54.9
 CP2905
 CP2905|---------------------------------------------------------------------|
 CP2905| PID    Reference Object                     Distance      Geod. Az  |
 CP2905|                                                           dddmmss.s |
 CP2905| CP2904 62H010 LADH 1976                    APPROX. 1.3 KM 0461019.8 |
 CP2905|---------------------------------------------------------------------|
 CP2905
 CP2905                          SUPERSEDED SURVEY CONTROL
 CP2905
 CP2905  NAD 83(1992)-  32 48 17.99659(N)    091 28 48.47079(W) AD(       ) 2
 CP2905  NAD 83(1986)-  32 48 18.00865(N)    091 28 48.46405(W) AD(       ) 2
 CP2905  NAD 27      -  32 48 17.53560(N)    091 28 48.03994(W) AD(       ) 2
 CP2905  NGVD 29 (07/19/86)   30.2    (m)           99.     (f) VERT ANG       
 CP2905
 CP2905.Superseded values are not recommended for survey control.
 CP2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2905.See file dsdata.txt to determine how the superseded data were derived.
 CP2905
 CP2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4229830692(NAD 83)
 CP2905_MARKER: DE = TRAVERSE STATION DISK
 CP2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2905_SP_SET: CONCRETE POST
 CP2905_STAMPING: 62H009 1976
 CP2905_MARK LOGO: LADTD 
 CP2905_PROJECTION: FLUSH
 CP2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2905+STABILITY: SURFACE MOTION
 CP2905
 CP2905  HISTORY     - Date     Condition        Report By
 CP2905  HISTORY     - 1976     MONUMENTED       LADTD
 CP2905  HISTORY     - 1986     GOOD             LADTD
 CP2905
 CP2905                          STATION DESCRIPTION
 CP2905
 CP2905'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2905'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF OAK GROVE.  THE
 CP2905'MARK IS SET ON PROPERTY OWNED BY MR. KITCHENS.
 CP2905'
 CP2905'TO REACH THE STATION FROM THE GOODWILL ELEMENTARY SCHOOL ON STATE
 CP2905'HIGHWAY 2, DRIVE NORTHEAST ALONG STATE HIGHWAY 2 FOR 4.1 MILES TO
 CP2905'THE MARK SET ON THE RIGHT AND SOUTHEAST OF THE HIGHWAY NEAR A POWER
 CP2905'POLE AND FENCE.
 CP2905'
 CP2905'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2905'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2905'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2905'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2905'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2905'SURFACE.  THEY ARE STAMPED 62H009 1976.  THE MARK IS 60.5 FEET
 CP2905'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 30.5 FEET SOUTH OF
 CP2905'THE WEST END OF A CONCRETE SIDE-DRAIN, 23.5 FEET SOUTHEAST OF
 CP2905'A FENCE CORNER, 18.5 FEET NORTH-NORTHWEST OF A POWER POLE (NO.
 CP2905'138), AND 2 FEET NORTHEAST OF A FENCE CORNER POST WITH A WITNESS
 CP2905'SIGN ATTACHED.
 CP2905'
 CP2905'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP2905
 CP2905                          STATION RECOVERY (1986)
 CP2905
 CP2905'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2905'ABOUT 11.9 KM (7.4 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP2905'OAK GROVE TO THE STATION MARK, 18.4 METERS (60.5 FEET) SOUTH OF THE
 CP2905'CENTERLINE OF THE HIGHWAY, 9.3 METERS (30.5 FEET) SOUTH OF THE WEST
 CP2905'END OF A CONCRETE DRAIN, 7.2 METERS (23.5 FEET) SOUTHEAST OF A FENCE
 CP2905'CORNER AND 5.6 METERS (18.5 FEET) NORTH-NORTHEAST OF POWER POLE
 CP2905'NUMBER 138.
 CP2905'THE MARK IS 7.32 METERS  SSE FROM A WITNESS POST.
 CP2905'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2903 ***********************************************************************
 CP2903  DESIGNATION -  62 H 011
 CP2903  PID         -  CP2903
 CP2903  STATE/COUNTY-  LA/WEST CARROLL
 CP2903  USGS QUAD   -  OAK GROVE (1988)
 CP2903
 CP2903                         *CURRENT SURVEY CONTROL
 CP2903  ___________________________________________________________________
 CP2903* NAD 83(1992)-  32 49 25.40697(N)    091 27 45.99187(W)     ADJUSTED  
 CP2903* NAVD 88     -        30.145  (meters)      98.90   (feet)  ADJUSTED  
 CP2903  ___________________________________________________________________
 CP2903  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CP2903  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP2903  DYNAMIC HT  -          30.113 (meters)      98.80  (feet)  COMP
 CP2903  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CP2903
 CP2903  HORZ ORDER  -  SECOND
 CP2903  VERT ORDER  -  SECOND    CLASS I
 CP2903
 CP2903.The horizontal coordinates were established by classical geodetic methods
 CP2903.and adjusted by the National Geodetic Survey in May 1994..
 CP2903
 CP2903.The orthometric height was determined by differential leveling
 CP2903.and adjusted by the National Geodetic Survey in July 1998..
 CP2903
 CP2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2903
 CP2903.The geoid height was determined by GEOID03.
 CP2903
 CP2903.The dynamic height is computed by dividing the NAVD 88
 CP2903.geopotential number by the normal gravity value computed on the
 CP2903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2903.degrees latitude (g = 980.6199 gals.).
 CP2903
 CP2903.The modeled gravity was interpolated from observed gravity values.
 CP2903
 CP2903;                    North         East     Units Scale Factor Converg.
 CP2903;SPC LA N     -   258,119.726 1,097,126.617   MT  1.00003958   +0 32 54.2
 CP2903;SPC LA N     -   846,847.80  3,599,489.58   sFT  1.00003958   +0 32 54.2
 CP2903;UTM  15      - 3,632,791.747   643,893.157   MT  0.99985531   +0 50 00.3
 CP2903
 CP2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2903!SPC LA N     -   0.99999935  x   1.00003958  =   1.00003893
 CP2903!UTM  15      -   0.99999935  x   0.99985531  =   0.99985466
 CP2903
 CP2903:                Primary Azimuth Mark                     Grid Az
 CP2903:SPC LA N     -  62 H 012                                 056 05 02.7
 CP2903:UTM  15      -  62 H 012                                 055 47 56.6
 CP2903
 CP2903|---------------------------------------------------------------------|
 CP2903| PID    Reference Object                     Distance      Geod. Az  |
 CP2903|                                                           dddmmss.s |
 CP2903| CP2902 62 H 012                            APPROX. 1.2 KM 0563756.9 |
 CP2903|---------------------------------------------------------------------|
 CP2903
 CP2903                          SUPERSEDED SURVEY CONTROL
 CP2903
 CP2903  NAD 83(1992)-  32 49 25.40710(N)    091 27 45.99141(W) AD(       ) 2
 CP2903  NAD 83(1986)-  32 49 25.41920(N)    091 27 45.98494(W) AD(       ) 2
 CP2903  NAD 27      -  32 49 24.94894(N)    091 27 45.56291(W) AD(       ) 2
 CP2903  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 CP2903
 CP2903.Superseded values are not recommended for survey control.
 CP2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2903.See file dsdata.txt to determine how the superseded data were derived.
 CP2903
 CP2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4389332792(NAD 83)
 CP2903_MARKER: DE = TRAVERSE STATION DISK
 CP2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2903_SP_SET: CONCRETE POST
 CP2903_STAMPING: 62H011 1976
 CP2903_MARK LOGO: LADTD 
 CP2903_PROJECTION: FLUSH
 CP2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2903+STABILITY: SURFACE MOTION
 CP2903
 CP2903  HISTORY     - Date     Condition        Report By
 CP2903  HISTORY     - 1976     MONUMENTED       LADTD
 CP2903  HISTORY     - 1986     GOOD             LADTD
 CP2903
 CP2903                          STATION DESCRIPTION
 CP2903
 CP2903'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2903'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF OAK GROVE AND 5
 CP2903'MILES NORTHWEST OF PIONEER.  THE MARK IS SET ON PROPERTY OWNED BY
 CP2903'MR. T. C. PRIME.
 CP2903'
 CP2903'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2903'OAK GROVE ON STATE HIGHWAY 2, DRIVE SOUTHWEST ALONG STATE HIGHWAY 2
 CP2903'FOR 5.8 MILES TO THE JUNCTION WITH STATE HIGHWAY 878 AND THE MARK
 CP2903'SET IN THE NORTHWEST QUADRANT OF THE JUNCTION NEAR A POWER POLE.
 CP2903'
 CP2903'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2903'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2903'CYLINDRICAL CONCRETE MONUMENT THAT IS ABOUT 6 INCHES BELOW THE
 CP2903'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 CP2903'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 42 INCHES BELOW THE
 CP2903'GROUND SURFACE.  THEY ARE STAMPED 62H011 1976.  THE MARK IS 210
 CP2903'FEET SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 2 AND 878, 143
 CP2903'FEET SOUTHWEST OF A TELEPHONE CABLE REPAIR BOX, 68 FEET
 CP2903'WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 2 AND 19 FEET
 CP2903'WEST-NORTHWEST OF A POWER POLE (NO. 102) WITH A WITNESS SIGN
 CP2903'ATTACHED.
 CP2903'
 CP2903'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP2903
 CP2903                          STATION RECOVERY (1986)
 CP2903
 CP2903'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2903'ABOUT 9.3 KM (5.8 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP2903'OAK GROVE TO THE STATION MARK, 64 METERS (210 FEET) SOUTHWEST OF THE
 CP2903'JUNCTION OF STATE HIGHWAYS 2 AND 878, 43.6 METERS (143 FEET)
 CP2903'SOUTHWEST OF A TELEPHONE CABLE REPAIR BOX, 20.7 METERS (68 FEET)
 CP2903'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 5.8 METERS (19 FEET)
 CP2903'WEST-NORTHWEST OF POWER POLE NUMBER 102.
 CP2903'THE MARK IS 5.79 METERS  WNW FROM  A WITNESS SIGN ON A POL
 CP2903'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2902 ***********************************************************************
 CP2902  DESIGNATION -  62 H 012
 CP2902  PID         -  CP2902
 CP2902  STATE/COUNTY-  LA/WEST CARROLL
 CP2902  USGS QUAD   -  OAK GROVE (1988)
 CP2902
 CP2902                         *CURRENT SURVEY CONTROL
 CP2902  ___________________________________________________________________
 CP2902* NAD 83(1992)-  32 49 46.30299(N)    091 27 08.40748(W)     ADJUSTED  
 CP2902* NAVD 88     -        30.606  (meters)     100.41   (feet)  ADJUSTED  
 CP2902  ___________________________________________________________________
 CP2902  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CP2902  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP2902  DYNAMIC HT  -          30.573 (meters)     100.30  (feet)  COMP
 CP2902  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 CP2902
 CP2902  HORZ ORDER  -  SECOND
 CP2902  VERT ORDER  -  SECOND    CLASS I
 CP2902
 CP2902.The horizontal coordinates were established by classical geodetic methods
 CP2902.and adjusted by the National Geodetic Survey in May 1994..
 CP2902
 CP2902.The orthometric height was determined by differential leveling
 CP2902.and adjusted by the National Geodetic Survey in July 1998..
 CP2902
 CP2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2902
 CP2902.The geoid height was determined by GEOID03.
 CP2902
 CP2902.The dynamic height is computed by dividing the NAVD 88
 CP2902.geopotential number by the normal gravity value computed on the
 CP2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2902.degrees latitude (g = 980.6199 gals.).
 CP2902
 CP2902.The modeled gravity was interpolated from observed gravity values.
 CP2902
 CP2902;                    North         East     Units Scale Factor Converg.
 CP2902;SPC LA N     -   258,772.847 1,098,097.984   MT  1.00004119   +0 33 14.0
 CP2902;SPC LA N     -   848,990.58  3,602,676.47   sFT  1.00004119   +0 33 14.0
 CP2902;UTM  15      - 3,633,449.574   644,861.084   MT  0.99985875   +0 50 21.1
 CP2902
 CP2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2902!SPC LA N     -   0.99999928  x   1.00004119  =   1.00004047
 CP2902!UTM  15      -   0.99999928  x   0.99985875  =   0.99985803
 CP2902
 CP2902:                Primary Azimuth Mark                     Grid Az
 CP2902:SPC LA N     -  62H013 LADH 1976                         083 19 50.4
 CP2902:UTM  15      -  62H013 LADH 1976                         083 02 43.3
 CP2902
 CP2902|---------------------------------------------------------------------|
 CP2902| PID    Reference Object                     Distance      Geod. Az  |
 CP2902|                                                           dddmmss.s |
 CP2902| CP2901 62H013 LADH 1976                    APPROX. 1.2 KM 0835304.4 |
 CP2902|---------------------------------------------------------------------|
 CP2902
 CP2902                          SUPERSEDED SURVEY CONTROL
 CP2902
 CP2902  NAD 83(1992)-  32 49 46.30313(N)    091 27 08.40690(W) AD(       ) 2
 CP2902  NAD 83(1986)-  32 49 46.31528(N)    091 27 08.40054(W) AD(       ) 2
 CP2902  NAD 27      -  32 49 45.84607(N)    091 27 07.97929(W) AD(       ) 2
 CP2902  NGVD 29 (07/19/86)   30.1    (m)           99.     (f) VERT ANG       
 CP2902
 CP2902.Superseded values are not recommended for survey control.
 CP2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2902.See file dsdata.txt to determine how the superseded data were derived.
 CP2902
 CP2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4486133450(NAD 83)
 CP2902_MARKER: DE = TRAVERSE STATION DISK
 CP2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2902_SP_SET: CONCRETE POST
 CP2902_STAMPING: 62H012 1976
 CP2902_MARK LOGO: LADTD 
 CP2902_PROJECTION: FLUSH
 CP2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2902+STABILITY: SURFACE MOTION
 CP2902
 CP2902  HISTORY     - Date     Condition        Report By
 CP2902  HISTORY     - 1976     MONUMENTED       LADTD
 CP2902  HISTORY     - 1986     GOOD             LADTD
 CP2902
 CP2902                          STATION DESCRIPTION
 CP2902
 CP2902'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2902'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF OAK GROVE AND
 CP2902'6 MILES NORTHWEST OF PIONEER.  THE MARK IS SET ON PROPERTY OWNED BY
 CP2902'
 CP2902'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2902'OAK GROVE ON STATE HIGHWAY 2, DRIVE SOUTHWEST ALONG STATE HIGHWAY
 CP2902'2 FOR 5.1 MILES TO THE MARK SET ON THE RIGHT AND NORTH OF THE
 CP2902'HIGHWAY NEAR AN ABANDONED FRAME HOUSE AND A POWER POLE.
 CP2902'
 CP2902'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2902'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2902'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2902'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2902'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2902'SURFACE.  THEY ARE STAMPED 62H012 1976.  THE MARK IS 132 FEET
 CP2902'NORTH-NORTHEAST OF A TELEPHONE CABLE REPAIR BOX, 75 FEET
 CP2902'NORTHWEST OF THE CENTER OF STATE HIGHWAY 2, 15 FEET NORTHWEST
 CP2902'OF A POWER POLE (NO. 85) AND 2.5 FEET SOUTHWEST OF A METAL
 CP2902'WITNESS POST AND SIGN.
 CP2902'
 CP2902'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP2902
 CP2902                          STATION RECOVERY (1986)
 CP2902
 CP2902'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2902'ABOUT 8.1 KM (5 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP2902'OAK GROVE TO THE STATION MARK, 40.2 METERS (132 FEET) NORTH-NORTHEAST
 CP2902'OF A TELEPHONE CABLE REPAIR BOX, 22.9 METERS (75 FEET) NORTH OF THE
 CP2902'CENTERLINE OF THE HIGHWAY AND 4.6 METERS (15 FEET) NORTHWEST OF POWER
 CP2902'POLE NUMBER 85.
 CP2902'THE MARK IS 0.76 METERS  SW FROM A WITNESS POST.
 CP2902'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2900 ***********************************************************************
 CP2900  DESIGNATION -  62 H 014
 CP2900  PID         -  CP2900
 CP2900  STATE/COUNTY-  LA/WEST CARROLL
 CP2900  USGS QUAD   -  OAK GROVE (1988)
 CP2900
 CP2900                         *CURRENT SURVEY CONTROL
 CP2900  ___________________________________________________________________
 CP2900* NAD 83(1992)-  32 50 04.12918(N)    091 25 54.21676(W)     ADJUSTED  
 CP2900* NAVD 88     -        32.149  (meters)     105.48   (feet)  ADJUSTED  
 CP2900  ___________________________________________________________________
 CP2900  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CP2900  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP2900  DYNAMIC HT  -          32.114 (meters)     105.36  (feet)  COMP
 CP2900  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 CP2900
 CP2900  HORZ ORDER  -  SECOND
 CP2900  VERT ORDER  -  SECOND    CLASS I
 CP2900
 CP2900.The horizontal coordinates were established by classical geodetic methods
 CP2900.and adjusted by the National Geodetic Survey in May 1994..
 CP2900
 CP2900.The orthometric height was determined by differential leveling
 CP2900.and adjusted by the National Geodetic Survey in July 1998..
 CP2900
 CP2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2900
 CP2900.The geoid height was determined by GEOID03.
 CP2900
 CP2900.The dynamic height is computed by dividing the NAVD 88
 CP2900.geopotential number by the normal gravity value computed on the
 CP2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2900.degrees latitude (g = 980.6199 gals.).
 CP2900
 CP2900.The modeled gravity was interpolated from observed gravity values.
 CP2900
 CP2900;                    North         East     Units Scale Factor Converg.
 CP2900;SPC LA N     -   259,340.835 1,100,022.187   MT  1.00004257   +0 33 53.3
 CP2900;SPC LA N     -   850,854.06  3,608,989.46   sFT  1.00004257   +0 33 53.3
 CP2900;UTM  15      - 3,634,027.039   646,782.088   MT  0.99986566   +0 51 01.8
 CP2900
 CP2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2900!SPC LA N     -   0.99999904  x   1.00004257  =   1.00004161
 CP2900!UTM  15      -   0.99999904  x   0.99986566  =   0.99986470
 CP2900
 CP2900:                Primary Azimuth Mark                     Grid Az
 CP2900:SPC LA N     -  62 H 015                                 027 55 16.5
 CP2900:UTM  15      -  62 H 015                                 027 38 08.0
 CP2900
 CP2900|---------------------------------------------------------------------|
 CP2900| PID    Reference Object                     Distance      Geod. Az  |
 CP2900|                                                           dddmmss.s |
 CP2900| CP2899 62 H 015                            APPROX. 1.1 KM 0282909.8 |
 CP2900|---------------------------------------------------------------------|
 CP2900
 CP2900                          SUPERSEDED SURVEY CONTROL
 CP2900
 CP2900  NAD 83(1992)-  32 50 04.12932(N)    091 25 54.21592(W) AD(       ) 2
 CP2900  NAD 83(1986)-  32 50 04.14157(N)    091 25 54.20977(W) AD(       ) 2
 CP2900  NAD 27      -  32 50 03.67354(N)    091 25 53.78949(W) AD(       ) 2
 CP2900  NGVD 29 (07/19/86)   31.6    (m)          104.     (f) VERT ANG       
 CP2900
 CP2900.Superseded values are not recommended for survey control.
 CP2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2900.See file dsdata.txt to determine how the superseded data were derived.
 CP2900
 CP2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4678234027(NAD 83)
 CP2900_MARKER: DE = TRAVERSE STATION DISK
 CP2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2900_SP_SET: CONCRETE POST
 CP2900_STAMPING: 62H014 1976
 CP2900_MARK LOGO: LADTD 
 CP2900_PROJECTION: FLUSH
 CP2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2900+STABILITY: SURFACE MOTION
 CP2900
 CP2900  HISTORY     - Date     Condition        Report By
 CP2900  HISTORY     - 1976     MONUMENTED       LADTD
 CP2900  HISTORY     - 1986     GOOD             LADTD
 CP2900
 CP2900                          STATION DESCRIPTION
 CP2900
 CP2900'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2900'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF OAK GROVE AND
 CP2900'6 MILES NORTH OF PIONEER.  THE MARK IS SET ON LOUISIANA DEPARTMENT
 CP2900'OF HIGHWAYS PROPERTY.
 CP2900'
 CP2900'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2900'OAK GROVE ON STATE HIGHWAY 2, DRIVE SOUTHWEST ALONG STATE HIGHWAY
 CP2900'2 FOR 3.9 MILES TO THE MARK SET ON THE LEFT AND SOUTH OF THE
 CP2900'HIGHWAY NEAR A CROSS-DRAIN AND POWER POLE.
 CP2900'
 CP2900'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2900'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2900'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2900'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2900'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2900'SURFACE.  THEY ARE STAMPED 62H014 1976.  THE MARK IS 167.5 FEET
 CP2900'EAST-NORTHEAST OF THE SOUTH END OF A CROSS-DRAIN UNDER STATE
 CP2900'HIGHWAY 2, 59 FEET SOUTH-SOUTHWEST OF A WATER METER, 55.5 FEET
 CP2900'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2 AND 5 FEET
 CP2900'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND WITNESS SIGN
 CP2900'ATTACHED.
 CP2900'
 CP2900'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP2900
 CP2900                          STATION RECOVERY (1986)
 CP2900
 CP2900'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2900'ABOUT 6 KM (3.7 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP2900'OAK GROVE TO THE STATION MARK, 51.1 METERS (167.5 FEET) EAST-NORTHEAST
 CP2900'OF THE SOUTH END OF A CROSS DRAIN UNDER THE HIGHWAY, 18 METERS
 CP2900'(59 FEET) SOUTH-SOUTHWEST OF A WATER METER, 16.9 METERS (55.5 FEET)
 CP2900'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1.5 METERS (5 FEET)
 CP2900'SOUTHEAST OF A POWER POLE.
 CP2900'THE MARK IS 1.52 METERS  SE FROM  A WITNESS SIGN ON A POLE
 CP2900'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2899 ***********************************************************************
 CP2899  DESIGNATION -  62 H 015
 CP2899  PID         -  CP2899
 CP2899  STATE/COUNTY-  LA/WEST CARROLL
 CP2899  USGS QUAD   -  OAK GROVE (1988)
 CP2899
 CP2899                         *CURRENT SURVEY CONTROL
 CP2899  ___________________________________________________________________
 CP2899* NAD 83(1992)-  32 50 35.57443(N)    091 25 34.00280(W)     ADJUSTED  
 CP2899* NAVD 88     -        32.668  (meters)     107.18   (feet)  ADJUSTED  
 CP2899  ___________________________________________________________________
 CP2899  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CP2899  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP2899  DYNAMIC HT  -          32.632 (meters)     107.06  (feet)  COMP
 CP2899  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 CP2899
 CP2899  HORZ ORDER  -  SECOND
 CP2899  VERT ORDER  -  SECOND    CLASS I
 CP2899
 CP2899.The horizontal coordinates were established by classical geodetic methods
 CP2899.and adjusted by the National Geodetic Survey in May 1994..
 CP2899
 CP2899.The orthometric height was determined by differential leveling
 CP2899.and adjusted by the National Geodetic Survey in July 1998..
 CP2899
 CP2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2899
 CP2899.The geoid height was determined by GEOID03.
 CP2899
 CP2899.The dynamic height is computed by dividing the NAVD 88
 CP2899.geopotential number by the normal gravity value computed on the
 CP2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2899.degrees latitude (g = 980.6199 gals.).
 CP2899
 CP2899.The modeled gravity was interpolated from observed gravity values.
 CP2899
 CP2899;                    North         East     Units Scale Factor Converg.
 CP2899;SPC LA N     -   260,314.728 1,100,538.301   MT  1.00004502   +0 34 04.0
 CP2899;SPC LA N     -   854,049.24  3,610,682.74   sFT  1.00004502   +0 34 04.0
 CP2899;UTM  15      - 3,635,003.322   647,293.246   MT  0.99986751   +0 51 13.5
 CP2899
 CP2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2899!SPC LA N     -   0.99999896  x   1.00004502  =   1.00004398
 CP2899!UTM  15      -   0.99999896  x   0.99986751  =   0.99986647
 CP2899
 CP2899:                Primary Azimuth Mark                     Grid Az
 CP2899:SPC LA N     -  62 H 016                                 031 08 53.5
 CP2899:UTM  15      -  62 H 016                                 030 51 44.0
 CP2899
 CP2899|---------------------------------------------------------------------|
 CP2899| PID    Reference Object                     Distance      Geod. Az  |
 CP2899|                                                           dddmmss.s |
 CP2899| CP2898 62 H 016                            APPROX. 1.5 KM 0314257.5 |
 CP2899|---------------------------------------------------------------------|
 CP2899
 CP2899                          SUPERSEDED SURVEY CONTROL
 CP2899
 CP2899  NAD 83(1992)-  32 50 35.57460(N)    091 25 34.00188(W) AD(       ) 2
 CP2899  NAD 83(1986)-  32 50 35.58687(N)    091 25 33.99585(W) AD(       ) 2
 CP2899  NAD 27      -  32 50 35.11994(N)    091 25 33.57619(W) AD(       ) 2
 CP2899  NGVD 29 (07/19/86)   32.3    (m)          106.     (f) VERT ANG       
 CP2899
 CP2899.Superseded values are not recommended for survey control.
 CP2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2899.See file dsdata.txt to determine how the superseded data were derived.
 CP2899
 CP2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4729335003(NAD 83)
 CP2899_MARKER: DE = TRAVERSE STATION DISK
 CP2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2899_SP_SET: CONCRETE POST
 CP2899_STAMPING: 62H015 1976
 CP2899_MARK LOGO: LADTD 
 CP2899_PROJECTION: FLUSH
 CP2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2899+STABILITY: SURFACE MOTION
 CP2899
 CP2899  HISTORY     - Date     Condition        Report By
 CP2899  HISTORY     - 1976     MONUMENTED       LADTD
 CP2899  HISTORY     - 1986     GOOD             LADTD
 CP2899
 CP2899                          STATION DESCRIPTION
 CP2899
 CP2899'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2899'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF OAK GROVE AND
 CP2899'2.5 MILES NORTH OF FOREST.  THE MARK IS SET ON PROPERTY OWNED BY
 CP2899'
 CP2899'TO REACH THE STATION FROM THE WEST CARROL PARISH COURT HOUSE IN
 CP2899'OAK GROVE ON STATE HIGHWAY 2, DRIVE SOUTHWEST ALONG STATE HIGHWAY
 CP2899'2 FOR 3.2 MILES TO THE MARK SET ON THE LEFT AND SOUTHEAST OF THE
 CP2899'HIGHWAY JUST NORTH OF MIKES STEAK AND CATFISH HOUSE.
 CP2899'
 CP2899'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2899'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2899'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2899'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2899'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2899'SURFACE.  THEY ARE STAMPED 62H015 1976.  THE MARK IS 106 FEET
 CP2899'NORTH OF THE NORTHEAST CORNER OF A FRAME BUILDING THAT HOUSES
 CP2899'MIKES STEAK AND CATFISH HOUSE, 72.5 FEET NORTHEAST OF A
 CP2899'TELEPHONE CABLE REPAIR BOX, 67.5 FEET SOUTHEAST OF THE CENTER OF
 CP2899'STATE HIGHWAY 2, 37.5 FEET EAST OF A SIDE-DRAIN (NORTH
 CP2899'END), 7.5 FEET EAST-NORTHEAST OF A 10 INCH PINE TREE AND 2
 CP2899'FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CP2899'
 CP2899'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP2899
 CP2899                          STATION RECOVERY (1986)
 CP2899
 CP2899'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2899'ABOUT 4.9 KM (3 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP2899'OAK GROVE TO THE STATION MARK, 32.3 METERS (106 FEET) NORTH OF THE
 CP2899'NORTHEAST CORNER OF A FRAME BUILDING WHICH HOUSES MIKES STEAK AND
 CP2899'CATFISH HOUSE, 22.1 METERS (72.5 FEET) NORTHEAST OF A TELEPHONE CABLE
 CP2899'REPAIR BOX, 11.4 METERS (37.5 FEET) EAST OF THE NORTH END OF A SIDE
 CP2899'DRAIN AND 2.3 METERS (7.5 FEET) EAST-NORTHEAST OF A 12-INCH PINE
 CP2899'TREE.
 CP2899'THE MARK IS 0.61 METERS  ESE FROM A WITNESS POST.
 CP2899'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2898 ***********************************************************************
 CP2898  DESIGNATION -  62 H 016
 CP2898  PID         -  CP2898
 CP2898  STATE/COUNTY-  LA/WEST CARROLL
 CP2898  USGS QUAD   -  OAK GROVE (1988)
 CP2898
 CP2898                         *CURRENT SURVEY CONTROL
 CP2898  ___________________________________________________________________
 CP2898* NAD 83(1992)-  32 51 18.36734(N)    091 25 02.66950(W)     ADJUSTED  
 CP2898* NAVD 88     -        32.646  (meters)     107.11   (feet)  ADJUSTED  
 CP2898  ___________________________________________________________________
 CP2898  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CP2898  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP2898  DYNAMIC HT  -          32.611 (meters)     106.99  (feet)  COMP
 CP2898  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 CP2898
 CP2898  HORZ ORDER  -  SECOND
 CP2898  VERT ORDER  -  SECOND    CLASS I
 CP2898
 CP2898.The horizontal coordinates were established by classical geodetic methods
 CP2898.and adjusted by the National Geodetic Survey in May 1994..
 CP2898
 CP2898.The orthometric height was determined by differential leveling
 CP2898.and adjusted by the National Geodetic Survey in July 1998..
 CP2898
 CP2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2898
 CP2898.The geoid height was determined by GEOID03.
 CP2898
 CP2898.The dynamic height is computed by dividing the NAVD 88
 CP2898.geopotential number by the normal gravity value computed on the
 CP2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2898.degrees latitude (g = 980.6199 gals.).
 CP2898
 CP2898.The modeled gravity was interpolated from observed gravity values.
 CP2898
 CP2898;                    North         East     Units Scale Factor Converg.
 CP2898;SPC LA N     -   261,641.112 1,101,339.951   MT  1.00004840   +0 34 20.5
 CP2898;SPC LA N     -   858,400.88  3,613,312.82   sFT  1.00004840   +0 34 20.5
 CP2898;UTM  15      - 3,636,333.457   648,088.120   MT  0.99987041   +0 51 31.5
 CP2898
 CP2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2898!SPC LA N     -   0.99999897  x   1.00004840  =   1.00004737
 CP2898!UTM  15      -   0.99999897  x   0.99987041  =   0.99986938
 CP2898
 CP2898:                Primary Azimuth Mark                     Grid Az
 CP2898:SPC LA N     -  62H017 LADH 1976                         037 21 35.5
 CP2898:UTM  15      -  62H017 LADH 1976                         037 04 24.5
 CP2898
 CP2898|---------------------------------------------------------------------|
 CP2898| PID    Reference Object                     Distance      Geod. Az  |
 CP2898|                                                           dddmmss.s |
 CP2898| CP2897 62H017 LADH 1976                    APPROX. 0.9 KM 0375556.0 |
 CP2898|---------------------------------------------------------------------|
 CP2898
 CP2898                          SUPERSEDED SURVEY CONTROL
 CP2898
 CP2898  NAD 83(1992)-  32 51 18.36755(N)    091 25 02.66846(W) AD(       ) 2
 CP2898  NAD 83(1986)-  32 51 18.37984(N)    091 25 02.66260(W) AD(       ) 2
 CP2898  NAD 27      -  32 51 17.91436(N)    091 25 02.24390(W) AD(       ) 2
 CP2898  NGVD 29 (07/19/86)   31.8    (m)          104.     (f) VERT ANG       
 CP2898
 CP2898.Superseded values are not recommended for survey control.
 CP2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2898.See file dsdata.txt to determine how the superseded data were derived.
 CP2898
 CP2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4808836333(NAD 83)
 CP2898_MARKER: DE = TRAVERSE STATION DISK
 CP2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2898_SP_SET: CONCRETE POST
 CP2898_STAMPING: 62H016 1976
 CP2898_MARK LOGO: LADTD 
 CP2898_PROJECTION: FLUSH
 CP2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2898+STABILITY: SURFACE MOTION
 CP2898
 CP2898  HISTORY     - Date     Condition        Report By
 CP2898  HISTORY     - 1976     MONUMENTED       LADTD
 CP2898  HISTORY     - 1986     GOOD             LADTD
 CP2898
 CP2898                          STATION DESCRIPTION
 CP2898
 CP2898'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2898'THE STATION IS LOCATED ABOUT 0.6 MILES SOUTHWEST OF OAK GROVE.  THE
 CP2898'MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA POWER AND LIGHT CO.,
 CP2898'MAIN OFFICE IN MONROE, LA.
 CP2898'
 CP2898'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2898'OAK GROVE ON STATE HIGHWAY 2, DRIVE SOUTHWEST ALONG STATE HIGHWAY
 CP2898'2 FOR 2.1 MILES TO THE LOUISIANA POWER AND LIGHT CO. SUB-STATION
 CP2898'ON THE LEFT AND SOUTHEAST OF THE HIGHWAY.  THE MARK IS SET
 CP2898'SOUTHWEST OF THE SUB-STATION NEAR SOME POWER POLES AND A
 CP2898'CROSS-DRAIN UNDER STATE HIGHWAY 2.
 CP2898'
 CP2898'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2898'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2898'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 CP2898'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 CP2898'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2898'SURFACE.  THEY ARE STAMPED 62H016 1976.  THE MARK IS 144
 CP2898'FEET NORTHWEST OF A POWER POLE WITH 2 TRANSFORMERS ATTACHED,
 CP2898'88 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 67.5 FEET
 CP2898'EAST-SOUTHEAST OF THE SOUTH END OF A CROSS-DRAIN UNDER STATE
 CP2898'HIGHWAY 2, 47 FEET SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE,
 CP2898'9.5 FEET SOUTHEAST OF A POWER POLE (NO 701) AND 2 FEET SOUTHEAST
 CP2898'OF A METAL WITNESS POST AND SING.
 CP2898'
 CP2898'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP2898
 CP2898                          STATION RECOVERY (1986)
 CP2898
 CP2898'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2898'ABOUT 3.3 KM (2 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP2898'OAK GROVE TO THE STATION MARK SET ON THE SOUTH SIDE OF THE HIGHWAY SET
 CP2898'NEAR THE LOUISIANA POWER AND LIGHT COMPANY SUB-STATION, 43.9 METERS
 CP2898'(144 FEET) NORTHWEST OF A POWER POLE WITH TWO TRANSFORMERS, 26.8
 CP2898'METERS (88 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.6 METERS
 CP2898'(67.5 FEET) EAST-SOUTHEAST OF THE SOUTH END OF A CROSS DRAIN UNDER THE
 CP2898'HIGHWAY, 14.3 METERS (47 FEET) SOUTHWEST OF THE CENTER OF A GRAVEL
 CP2898'DRIVE AND 2.9 METERS (9.5 FEET) SOUTHEAST OF POWER POLE NUMBER 709.
 CP2898'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 CP2898'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2894 ***********************************************************************
 CP2894  DESIGNATION -  62 H 020
 CP2894  PID         -  CP2894
 CP2894  STATE/COUNTY-  LA/WEST CARROLL
 CP2894  USGS QUAD   -  OAK GROVE (1988)
 CP2894
 CP2894                         *CURRENT SURVEY CONTROL
 CP2894  ___________________________________________________________________
 CP2894* NAD 83(1992)-  32 52 28.69581(N)    091 22 59.31317(W)     ADJUSTED  
 CP2894* NAVD 88     -        34.689  (meters)     113.81   (feet)  ADJUSTED  
 CP2894  ___________________________________________________________________
 CP2894  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CP2894  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2894  DYNAMIC HT  -          34.651 (meters)     113.68  (feet)  COMP
 CP2894  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 CP2894
 CP2894  HORZ ORDER  -  SECOND
 CP2894  VERT ORDER  -  SECOND    CLASS II
 CP2894
 CP2894.The horizontal coordinates were established by classical geodetic methods
 CP2894.and adjusted by the National Geodetic Survey in May 1994..
 CP2894
 CP2894.The orthometric height was determined by differential leveling
 CP2894.and adjusted by the National Geodetic Survey in June 1991..
 CP2894
 CP2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2894
 CP2894.The geoid height was determined by GEOID03.
 CP2894
 CP2894.The dynamic height is computed by dividing the NAVD 88
 CP2894.geopotential number by the normal gravity value computed on the
 CP2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2894.degrees latitude (g = 980.6199 gals.).
 CP2894
 CP2894.The modeled gravity was interpolated from observed gravity values.
 CP2894
 CP2894;                    North         East     Units Scale Factor Converg.
 CP2894;SPC LA N     -   263,840.205 1,104,525.071   MT  1.00005404   +0 35 25.7
 CP2894;SPC LA N     -   865,615.74  3,623,762.67   sFT  1.00005404   +0 35 25.7
 CP2894;UTM  15      - 3,638,548.081   651,261.635   MT  0.99988212   +0 52 40.1
 CP2894
 CP2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2894!SPC LA N     -   0.99999865  x   1.00005404  =   1.00005269
 CP2894!UTM  15      -   0.99999865  x   0.99988212  =   0.99988077
 CP2894
 CP2894:                Primary Azimuth Mark                     Grid Az
 CP2894:SPC LA N     -  62H021 LADH 1976                         026 39 57.5
 CP2894:UTM  15      -  62H021 LADH 1976                         026 22 43.1
 CP2894
 CP2894|---------------------------------------------------------------------|
 CP2894| PID    Reference Object                     Distance      Geod. Az  |
 CP2894|                                                           dddmmss.s |
 CP2894| CP2914 62H021 LADH 1976                    APPROX. 1.4 KM 0271523.2 |
 CP2894| CP2895 OAK GROVE MUN TANK NEW              APPROX. 1.6 KM 2125530.2 |
 CP2894|---------------------------------------------------------------------|
 CP2894
 CP2894                          SUPERSEDED SURVEY CONTROL
 CP2894
 CP2894  NAD 83(1992)-  32 52 28.69615(N)    091 22 59.31175(W) AD(       ) 2
 CP2894  NAD 83(1986)-  32 52 28.70849(N)    091 22 59.30626(W) AD(       ) 2
 CP2894  NAD 27      -  32 52 28.24644(N)    091 22 58.89007(W) AD(       ) 2
 CP2894  NGVD 29 (07/19/86)   33.8    (m)          111.     (f) VERT ANG       
 CP2894
 CP2894.Superseded values are not recommended for survey control.
 CP2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2894.See file dsdata.txt to determine how the superseded data were derived.
 CP2894
 CP2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5126238548(NAD 83)
 CP2894_MARKER: DE = TRAVERSE STATION DISK
 CP2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2894_SP_SET: CONCRETE POST
 CP2894_STAMPING: 62 H 020 1976
 CP2894_MARK LOGO: LADH  
 CP2894_PROJECTION: FLUSH
 CP2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2894+STABILITY: SURFACE MOTION
 CP2894
 CP2894  HISTORY     - Date     Condition        Report By
 CP2894  HISTORY     - 1976     MONUMENTED       LADTD
 CP2894  HISTORY     - 1985     GOOD             LADTD
 CP2894
 CP2894                          STATION DESCRIPTION
 CP2894
 CP2894'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2894'THE STATION IS LOCATED ABOUT 0.6 MILES NORTHEAST OF OAK GROVE.  THE
 CP2894'MARK IS SET ON PROPERTY OWNED BY MR. JIM DERRY, OAK GROVE, LA.
 CP2894'
 CP2894'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE
 CP2894'IN OAK GROVE ON STATE HIGHWAY 2, DRIVE WEST ALONG STATE HIGHWAY
 CP2894'2 FOR 0.1 MILES TO THE JUNCTION WITH STATE HIGHWAY 17, TURN RIGHT
 CP2894'ON STATE HIGHWAY 17 AND GO NORTHEAST FOR 1.1 MILES TO THE MARK
 CP2894'SET ON THE RIGHT AND SOUTHEAST OF THE HIGHWAY.
 CP2894'
 CP2894'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2894'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2894'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2894'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2894'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2894'SURFACE.  THEY ARE STAMPED 62H020 1976.  THE MARK IS 139 FEET
 CP2894'SOUTH OF A TELEPHONE CABLE REPAIR BOX, 129 FEET SOUTHWEST OF A
 CP2894'POWER POLE WITH A TRANSFORMER ATTACHED, 111 FEET NORTHEAST OF
 CP2894'A TELEPHONE CABLE REPAIR BOX, 33 FEET EAST OF THE CENTER OF STATE
 CP2894'HIGHWAY 17 AND 9.5 FEET EAST OF A METAL WITNESS POST AND
 CP2894'SIGN.
 CP2894'
 CP2894'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP2894
 CP2894                          STATION RECOVERY (1985)
 CP2894
 CP2894'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP2894'1.6 KM (1 MI) NORTH FROM OAK GROVE.
 CP2894'1.6 KM (1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP2894'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE STATION MARK ON THE EAST SIDE
 CP2894'OF THE HIGHWAY, 42.4 METERS (139 FEET) SOUTH OF A TELEPHONE CABLE
 CP2894'REPAIR BOX, 39.3 METERS (129 FEET) SOUTHWEST OF A POWER POLE WITH A
 CP2894'TRANSFORMER AND 10.1 METERS (33 FEET) EAST OF THE CENTERLINE OF STATE
 CP2894'HIGHWAY 17.
 CP2894'THE MARK IS 2.90 METERS  E FROM A WITNESS POST.
 CP2894'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3199 ***********************************************************************
 CP3199  DESIGNATION -  62 H 021
 CP3199  PID         -  CP3199
 CP3199  STATE/COUNTY-  LA/WEST CARROLL
 CP3199  USGS QUAD   -  KILBOURNE (1988)
 CP3199
 CP3199                         *CURRENT SURVEY CONTROL
 CP3199  ___________________________________________________________________
 CP3199* NAD 83(1986)-  32 53 08.     (N)    091 22 16.     (W)     SCALED    
 CP3199* NAVD 88     -        35.331  (meters)     115.92   (feet)  ADJUSTED  
 CP3199  ___________________________________________________________________
 CP3199  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP3199  DYNAMIC HT  -          35.292 (meters)     115.79  (feet)  COMP
 CP3199  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 CP3199
 CP3199  VERT ORDER  -  SECOND    CLASS II
 CP3199
 CP3199.The horizontal coordinates were scaled from a topographic map and have
 CP3199.an estimated accuracy of +/- 6 seconds.
 CP3199
 CP3199.The orthometric height was determined by differential leveling
 CP3199.and adjusted by the National Geodetic Survey in June 1991..
 CP3199
 CP3199.The geoid height was determined by GEOID03.
 CP3199
 CP3199.The dynamic height is computed by dividing the NAVD 88
 CP3199.geopotential number by the normal gravity value computed on the
 CP3199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3199.degrees latitude (g = 980.6199 gals.).
 CP3199
 CP3199.The modeled gravity was interpolated from observed gravity values.
 CP3199
 CP3199;                    North         East    Units  Estimated Accuracy
 CP3199;SPC LA N     -   265,060.    1,105,640.      MT  (+/- 180 meters Scaled)
 CP3199
 CP3199                          SUPERSEDED SURVEY CONTROL
 CP3199
 CP3199.No superseded survey control is available for this station.
 CP3199
 CP3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS523397(NAD 83)
 CP3199_MARKER: DE = TRAVERSE STATION DISK
 CP3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3199_SP_SET: CONCRETE POST
 CP3199_STAMPING: 62 H 021 1976
 CP3199_MARK LOGO: LADH  
 CP3199_PROJECTION: FLUSH
 CP3199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3199+STABILITY: SURFACE MOTION
 CP3199
 CP3199  HISTORY     - Date     Condition        Report By
 CP3199  HISTORY     - 1976     MONUMENTED       LADH
 CP3199  HISTORY     - 1985     GOOD             LADTD
 CP3199
 CP3199                          STATION DESCRIPTION
 CP3199
 CP3199'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3199'3.2 KM (2 MI) NORTH FROM OAK GROVE.
 CP3199'3.2 KM (2 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3199'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE STATION MARK ON THE WEST SIDE
 CP3199'OF THE HIGHWAY, 31.2 METERS (102.5 FEET) NORTHWEST OF A POWER POLE,
 CP3199'12.5 METERS (41 FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY 17 AND
 CP3199'11.3 METERS (37 FEET) EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 CP3199'RAILROAD.
 CP3199'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CP3199'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2887 ***********************************************************************
 CP2887  DESIGNATION -  62 H 022
 CP2887  PID         -  CP2887
 CP2887  STATE/COUNTY-  LA/WEST CARROLL
 CP2887  USGS QUAD   -  KILBOURNE (1988)
 CP2887
 CP2887                         *CURRENT SURVEY CONTROL
 CP2887  ___________________________________________________________________
 CP2887* NAD 83(1992)-  32 53 28.47542(N)    091 22 21.10372(W)     ADJUSTED  
 CP2887* NAVD 88     -        34.525  (meters)     113.27   (feet)  ADJUSTED  
 CP2887  ___________________________________________________________________
 CP2887  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CP2887  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2887  DYNAMIC HT  -          34.488 (meters)     113.15  (feet)  COMP
 CP2887  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 CP2887
 CP2887  HORZ ORDER  -  SECOND
 CP2887  VERT ORDER  -  SECOND    CLASS II
 CP2887
 CP2887.The horizontal coordinates were established by classical geodetic methods
 CP2887.and adjusted by the National Geodetic Survey in May 1994..
 CP2887
 CP2887.The orthometric height was determined by differential leveling
 CP2887.and adjusted by the National Geodetic Survey in June 1991..
 CP2887
 CP2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2887
 CP2887.The geoid height was determined by GEOID03.
 CP2887
 CP2887.The dynamic height is computed by dividing the NAVD 88
 CP2887.geopotential number by the normal gravity value computed on the
 CP2887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2887.degrees latitude (g = 980.6199 gals.).
 CP2887
 CP2887.The modeled gravity was interpolated from observed gravity values.
 CP2887
 CP2887;                    North         East     Units Scale Factor Converg.
 CP2887;SPC LA N     -   265,692.078 1,105,499.200   MT  1.00005892   +0 35 45.9
 CP2887;SPC LA N     -   871,691.43  3,626,958.63   sFT  1.00005892   +0 35 45.9
 CP2887;UTM  15      - 3,640,404.500   652,226.290   MT  0.99988573   +0 53 02.3
 CP2887
 CP2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2887!SPC LA N     -   0.99999867  x   1.00005892  =   1.00005759
 CP2887!UTM  15      -   0.99999867  x   0.99988573  =   0.99988440
 CP2887
 CP2887:                Primary Azimuth Mark                     Grid Az
 CP2887:SPC LA N     -  JACKSON AZ MK                            025 50 06.1
 CP2887:UTM  15      -  JACKSON AZ MK                            025 32 49.7
 CP2887
 CP2887|---------------------------------------------------------------------|
 CP2887| PID    Reference Object                     Distance      Geod. Az  |
 CP2887|                                                           dddmmss.s |
 CP2887| CP2886 JACKSON AZ MK                       APPROX. 0.9 KM 0262552.0 |
 CP2887| CP2895 OAK GROVE MUN TANK NEW              APPROX. 3.7 KM 2101954.2 |
 CP2887|---------------------------------------------------------------------|
 CP2887
 CP2887                          SUPERSEDED SURVEY CONTROL
 CP2887
 CP2887  NAD 83(1992)-  32 53 28.47588(N)    091 22 21.10225(W) AD(       ) 2
 CP2887  NAD 83(1986)-  32 53 28.48817(N)    091 22 21.09682(W) AD(       ) 2
 CP2887  NAD 27      -  32 53 28.02849(N)    091 22 20.68228(W) AD(       ) 2
 CP2887  NGVD 29 (07/19/86)   33.6    (m)          110.     (f) VERT ANG       
 CP2887
 CP2887.Superseded values are not recommended for survey control.
 CP2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2887.See file dsdata.txt to determine how the superseded data were derived.
 CP2887
 CP2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5222640405(NAD 83)
 CP2887_MARKER: DE = TRAVERSE STATION DISK
 CP2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2887_SP_SET: CONCRETE POST
 CP2887_STAMPING: 62 H 022 1976
 CP2887_MARK LOGO: LADH  
 CP2887_PROJECTION: FLUSH
 CP2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2887+STABILITY: SURFACE MOTION
 CP2887
 CP2887  HISTORY     - Date     Condition        Report By
 CP2887  HISTORY     - 1976     MONUMENTED       LADTD
 CP2887  HISTORY     - 1985     GOOD             LADTD
 CP2887
 CP2887                          STATION DESCRIPTION
 CP2887
 CP2887'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2887'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF OAK GROVE.  THE
 CP2887'MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 CP2887'HIGHWAYS.
 CP2887'
 CP2887'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2887'OAK GROVE ON STATE HIGHWAY 2, DRIVE WEST ALONG STATE HIGHWAY 2
 CP2887'FOR 0.1 MILES TO THE JUNCTION OF STATE HIGHWAY 17, TURN RIGHT ON
 CP2887'STATE HIGHWAY 17 AND GO NORTHEAST FOR 2.4 MILES TO THE STATION ON
 CP2887'THE RIGHT AND SOUTHEAST OF THE HIGHWAY.
 CP2887'
 CP2887'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2887'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2887'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2887'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2887'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2887'SURFACE.  THEY ARE STAMPED 62H022 1976.  THE MARK IS 282 FEET
 CP2887'SOUTH-SOUTHEAST OF THE CENTER OF A HEADWALL ON THE EAST END OF
 CP2887'A CROSS-DRAIN UNDER STATE HIGHWAY 17, 152 FEET NORTHEAST OF A
 CP2887'POWER POLE, 51 FEET EAST-SOUTHEAST OF THE CENTER OF STATE
 CP2887'HIGHWAY 17, 13.5 FEET EAST-SOUTHEAST OF A POWER POLE AND 1.5
 CP2887'FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND
 CP2887'SIGN.
 CP2887'
 CP2887'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP2887
 CP2887                          STATION RECOVERY (1985)
 CP2887
 CP2887'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP2887'3.9 KM (2.4 MI) NORTH FROM OAK GROVE.
 CP2887'3.9 KM (2.4 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP2887'HIGHWAY 17 AND 2 IN OAK GROVE TO THE STATION MARK ON THE EAST SIDE OF
 CP2887'THE HIGHWAY, 86 METERS (282 FEET) SOUTH-SOUTHEAST OF THE CENTER OF A
 CP2887'HEADWALL ON THE EAST END OF A CROSS DRAIN UNDER STATE HIGHWAY 17,
 CP2887'46.3 METERS (152 FEET) NORTHEAST OF A POWER POLE, 15.6 METERS (51
 CP2887'FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 4.1 METERS (13.5
 CP2887'FEET) EAST-SOUTHEAST OF A POWER POLE.
 CP2887'THE MARK IS 0.46 METERS  NNE FROM A WITNESS POST.
 CP2887'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1114 ***********************************************************************
 CP1114  DESIGNATION -  62 M CAP
 CP1114  PID         -  CP1114
 CP1114  STATE/COUNTY-  LA/EAST CARROLL
 CP1114  USGS QUAD   -  MILLIKIN (1994)
 CP1114
 CP1114                         *CURRENT SURVEY CONTROL
 CP1114  ___________________________________________________________________
 CP1114* NAD 83(1986)-  32 54 46.     (N)    091 12 37.     (W)     SCALED    
 CP1114* NAVD 88     -        33.95   (+/-2cm)     111.4    (feet)  VERTCON   
 CP1114  ___________________________________________________________________
 CP1114  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP1114
 CP1114  VERT ORDER  -  ? (See Below)
 CP1114
 CP1114.The horizontal coordinates were scaled from a topographic map and have
 CP1114.an estimated accuracy of +/- 6 seconds.
 CP1114
 CP1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1114.The vertical order pertains to the NGVD 29 superseded value.
 CP1114
 CP1114.The geoid height was determined by GEOID03.
 CP1114
 CP1114;                    North         East    Units  Estimated Accuracy
 CP1114;SPC LA N     -   268,250.    1,120,650.      MT  (+/- 180 meters Scaled)
 CP1114
 CP1114                          SUPERSEDED SURVEY CONTROL
 CP1114
 CP1114  NGVD 29 (??/??/92)   34.017  (m)          111.60   (f) ADJ UNCH    ?  
 CP1114
 CP1114.Superseded values are not recommended for survey control.
 CP1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1114.See file dsdata.txt to determine how the superseded data were derived.
 CP1114
 CP1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS673430(NAD 83)
 CP1114_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1114
 CP1114  HISTORY     - Date     Condition        Report By
 CP1114  HISTORY     - UNK      MONUMENTED       DOD
 CP1114  HISTORY     - 1934     GOOD             DOD
 CP1114  HISTORY     - 1968     MARK NOT FOUND   USGS
 CP1114
 CP1114                          STATION DESCRIPTION
 CP1114
 CP1114'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1114'9.0 MI E FROM LAKE PROVIDENCE.
 CP1114'IS A PIPE STONE BENCH WITH BRASS CAP.  LOCATED ON RIGHT BANK OF MISS.
 CP1114'RIVER, EAST CARROLL PARISH, LA.  ON THE SHERWOOD PLANTATION, 200 FEET
 CP1114'BACK OF LEVEE AT A POINT WHERE GRAVEL ROAD RUNNIN PARALLEL TO LEVEE
 CP1114'LEAVES HWY. 65, AT J.R. HOBSONS STORE (KNOWN AS 9 MILE STORE)
 CP1114'APPROXIMATELY 9 MILES BY HWY. FROM LAKE PROVIDENCE, 20 FEET NORTH OF
 CP1114'SMALL BLACKSMITH SHOP, 60 FEET SOUTH OF THE SOUTHWEST CORNER OF
 CP1114'HOBSONS STORE, TOP OF PIPE IS 12 INCHES ABOVE THE GROUND.
 CP1114
 CP1114                          STATION RECOVERY (1968)
 CP1114
 CP1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CP1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2469 ***********************************************************************
 CP2469  DESIGNATION -  62 V 1
 CP2469  PID         -  CP2469
 CP2469  STATE/COUNTY-  LA/WEST CARROLL
 CP2469  USGS QUAD   -  EPPS (1986)
 CP2469
 CP2469                         *CURRENT SURVEY CONTROL
 CP2469  ___________________________________________________________________
 CP2469* NAD 83(1986)-  32 35 48.     (N)    091 28 54.     (W)     SCALED    
 CP2469* NAVD 88     -        28.614  (meters)      93.88   (feet)  ADJUSTED  
 CP2469  ___________________________________________________________________
 CP2469  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP2469  DYNAMIC HT  -          28.583 (meters)      93.78  (feet)  COMP
 CP2469  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CP2469
 CP2469  VERT ORDER  -  SECOND    CLASS I
 CP2469
 CP2469.The horizontal coordinates were scaled from a topographic map and have
 CP2469.an estimated accuracy of +/- 6 seconds.
 CP2469
 CP2469.The orthometric height was determined by differential leveling
 CP2469.and adjusted by the National Geodetic Survey in June 1991..
 CP2469
 CP2469.The geoid height was determined by GEOID03.
 CP2469
 CP2469.The dynamic height is computed by dividing the NAVD 88
 CP2469.geopotential number by the normal gravity value computed on the
 CP2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2469.degrees latitude (g = 980.6199 gals.).
 CP2469
 CP2469.The modeled gravity was interpolated from observed gravity values.
 CP2469
 CP2469;                    North         East    Units  Estimated Accuracy
 CP2469;SPC LA N     -   232,920.    1,095,590.      MT  (+/- 180 meters Scaled)
 CP2469
 CP2469                          SUPERSEDED SURVEY CONTROL
 CP2469
 CP2469.No superseded survey control is available for this station.
 CP2469
 CP2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS424075(NAD 83)
 CP2469_MARKER: DB = BENCH MARK DISK
 CP2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2469_SP_SET: CONCTETE POST
 CP2469_STAMPING: 62 V 1 1985
 CP2469_MARK LOGO: LADTD 
 CP2469_PROJECTION: FLUSH
 CP2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2469+STABILITY: SURFACE MOTION
 CP2469
 CP2469  HISTORY     - Date     Condition        Report By
 CP2469  HISTORY     - 1985     MONUMENTED       LADTD
 CP2469
 CP2469                          STATION DESCRIPTION
 CP2469
 CP2469'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2469'17.1 KM (10.6 MI) NORTH FROM DELHI.
 CP2469'ABOUT 17.1 KM (10.6 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2469'OFFICE IN DELHI TO THE BENCH MARK ON THE LEFT, 90.8 METERS (298 FEET)
 CP2469'WEST OF THE CENTERLINE OF STATE HIGHWAY 17 ON PROPERTY OWNED BY
 CP2469'RONNIE POWELL, 18.3 METERS (60 FEET) SOUTHWEST OF A 48-INCH OAK TREE,
 CP2469'14.5 METERS (47.5 FEET) EAST OF THE EAST END OF A METAL CULVERT UNDER
 CP2469'A DRIVE LEADING INTO A FIELD, 6.9 METERS (22.5 FEET) SOUTH OF THE
 CP2469'CENTER OF A DRIVE AND 1.1 METERS (3.5 FEET) WEST OF A POWER POLE WITH
 CP2469'TRANSFORMER NO 314-00.
 CP2469'THE MARK IS 2.44 METERS  ENE FROM A WITNESS POST.
 CP2469'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2479 ***********************************************************************
 CP2479  DESIGNATION -  62 V 10
 CP2479  PID         -  CP2479
 CP2479  STATE/COUNTY-  LA/WEST CARROLL
 CP2479  USGS QUAD   -  BEAR SKIN (1986)
 CP2479
 CP2479                         *CURRENT SURVEY CONTROL
 CP2479  ___________________________________________________________________
 CP2479* NAD 83(1986)-  32 40 55.     (N)    091 31 07.     (W)     SCALED    
 CP2479* NAVD 88     -        28.522  (meters)      93.58   (feet)  ADJUSTED  
 CP2479  ___________________________________________________________________
 CP2479  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2479  DYNAMIC HT  -          28.491 (meters)      93.47  (feet)  COMP
 CP2479  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CP2479
 CP2479  VERT ORDER  -  SECOND    CLASS I
 CP2479
 CP2479.The horizontal coordinates were scaled from a topographic map and have
 CP2479.an estimated accuracy of +/- 6 seconds.
 CP2479
 CP2479.The orthometric height was determined by differential leveling
 CP2479.and adjusted by the National Geodetic Survey in June 1991..
 CP2479
 CP2479.The geoid height was determined by GEOID03.
 CP2479
 CP2479.The dynamic height is computed by dividing the NAVD 88
 CP2479.geopotential number by the normal gravity value computed on the
 CP2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2479.degrees latitude (g = 980.6199 gals.).
 CP2479
 CP2479.The modeled gravity was interpolated from observed gravity values.
 CP2479
 CP2479;                    North         East    Units  Estimated Accuracy
 CP2479;SPC LA N     -   242,350.    1,092,040.      MT  (+/- 180 meters Scaled)
 CP2479
 CP2479                          SUPERSEDED SURVEY CONTROL
 CP2479
 CP2479.No superseded survey control is available for this station.
 CP2479
 CP2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS388169(NAD 83)
 CP2479_MARKER: DB = BENCH MARK DISK
 CP2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2479_SP_SET: CONCRETE POST
 CP2479_STAMPING: 62 V 10 1985
 CP2479_MARK LOGO: LADTD 
 CP2479_PROJECTION: FLUSH
 CP2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2479+STABILITY: SURFACE MOTION
 CP2479
 CP2479  HISTORY     - Date     Condition        Report By
 CP2479  HISTORY     - 1985     MONUMENTED       LADTD
 CP2479
 CP2479                          STATION DESCRIPTION
 CP2479
 CP2479'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2479'32.9 KM (20.4 MI) NW FROM DELHI.
 CP2479'ABOUT 26.6 KM (16.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2479'OFFICE IN DELHI TO THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE
 CP2479'TOWN OF DARNELL, THENCE WEST (LEFT) ON STATE HIGHWAY 577 FOR 6.3 KM
 CP2479'(3.9 MI) TO THE BENCH MARK ON THE RIGHT, 40.7 METERS (133.5 FEET)
 CP2479'NORTH OF THE CENTERLINE OF STATE HIGHWAY 577, 29.9 METERS (98 FEET)
 CP2479'NORTH-NORTHWEST OF A TELEPHONE JUNCTION BOX AND 0.8 METERS (2.5 FEET)
 CP2479'SOUTH OF A 4 STRAND BARBED WIRE FENCE.
 CP2479'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CP2479'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2484 ***********************************************************************
 CP2484  DESIGNATION -  62 V 11
 CP2484  PID         -  CP2484
 CP2484  STATE/COUNTY-  LA/WEST CARROLL
 CP2484  USGS QUAD   -  BEAR SKIN (1986)
 CP2484
 CP2484                         *CURRENT SURVEY CONTROL
 CP2484  ___________________________________________________________________
 CP2484* NAD 83(1986)-  32 40 51.     (N)    091 33 10.     (W)     SCALED    
 CP2484* NAVD 88     -        27.784  (meters)      91.15   (feet)  ADJUSTED  
 CP2484  ___________________________________________________________________
 CP2484  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2484  DYNAMIC HT  -          27.754 (meters)      91.06  (feet)  COMP
 CP2484  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CP2484
 CP2484  VERT ORDER  -  SECOND    CLASS I
 CP2484
 CP2484.The horizontal coordinates were scaled from a topographic map and have
 CP2484.an estimated accuracy of +/- 6 seconds.
 CP2484
 CP2484.The orthometric height was determined by differential leveling
 CP2484.and adjusted by the National Geodetic Survey in June 1991..
 CP2484
 CP2484.The geoid height was determined by GEOID03.
 CP2484
 CP2484.The dynamic height is computed by dividing the NAVD 88
 CP2484.geopotential number by the normal gravity value computed on the
 CP2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2484.degrees latitude (g = 980.6199 gals.).
 CP2484
 CP2484.The modeled gravity was interpolated from observed gravity values.
 CP2484
 CP2484;                    North         East    Units  Estimated Accuracy
 CP2484;SPC LA N     -   242,200.    1,088,840.      MT  (+/- 180 meters Scaled)
 CP2484
 CP2484                          SUPERSEDED SURVEY CONTROL
 CP2484
 CP2484.No superseded survey control is available for this station.
 CP2484
 CP2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS356168(NAD 83)
 CP2484_MARKER: DB = BENCH MARK DISK
 CP2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2484_SP_SET: CONCRETE POST
 CP2484_STAMPING: 62 V 11 1985
 CP2484_MARK LOGO: LADTD 
 CP2484_PROJECTION: RECESSED 3 CENTIMETERS
 CP2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2484+STABILITY: SURFACE MOTION
 CP2484
 CP2484  HISTORY     - Date     Condition        Report By
 CP2484  HISTORY     - 1985     MONUMENTED       LADTD
 CP2484
 CP2484                          STATION DESCRIPTION
 CP2484
 CP2484'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2484'30.4 KM (18.9 MI) NE FROM HOLLY RIDGE.
 CP2484'ABOUT 30.4 KM (18.9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION
 CP2484'OF STATE HIGHWAY 183 AND U. S. HIGHWAY 80 AT HOLLY RIDGE TO THE
 CP2484'BENCH MARK ON THE RIGHT AND ABOUT 26.6 KM (16.5 MI) NORTH ON STATE
 CP2484'HIGHWAY 17 FROM THE POST OFFICE IN DELHI TO THE JUNCTION OF STATE
 CP2484'HIGHWAYS 17 AND 577, THENCE WEST (LEFT) ON STATE HIGHWAY 577 FOR
 CP2484'ABOUT 10.1 KM (6.25 MI) TO THE BENCH MARK ON THE LEFT, 45.1 METERS
 CP2484'(148 FEET) NORTH- NORTHEAST OF A RED BRICK HOUSE BELONGING TO B B
 CP2484'SELF, 13.4 METERS (44 FEET) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 CP2484'577, 12.5 METERS (41 FEET) NORTHWEST OF A 30 INCH OAK TREE AND 0.8
 CP2484'METERS (2.5 FEET) EAST OF A POWER POLE NUMBERED 202-442-1.
 CP2484'THE MARK IS 2.59 METERS  E FROM A WITNESS POST.
 CP2484'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2485 ***********************************************************************
 CP2485  DESIGNATION -  62 V 12
 CP2485  PID         -  CP2485
 CP2485  STATE/COUNTY-  LA/WEST CARROLL
 CP2485  USGS QUAD   -  BEAR SKIN (1986)
 CP2485
 CP2485                         *CURRENT SURVEY CONTROL
 CP2485  ___________________________________________________________________
 CP2485* NAD 83(1986)-  32 40 51.     (N)    091 34 15.     (W)     SCALED    
 CP2485* NAVD 88     -        27.581  (meters)      90.49   (feet)  ADJUSTED  
 CP2485  ___________________________________________________________________
 CP2485  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2485  DYNAMIC HT  -          27.551 (meters)      90.39  (feet)  COMP
 CP2485  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 CP2485
 CP2485  VERT ORDER  -  SECOND    CLASS I
 CP2485
 CP2485.The horizontal coordinates were scaled from a topographic map and have
 CP2485.an estimated accuracy of +/- 6 seconds.
 CP2485
 CP2485.The orthometric height was determined by differential leveling
 CP2485.and adjusted by the National Geodetic Survey in June 1991..
 CP2485
 CP2485.The geoid height was determined by GEOID03.
 CP2485
 CP2485.The dynamic height is computed by dividing the NAVD 88
 CP2485.geopotential number by the normal gravity value computed on the
 CP2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2485.degrees latitude (g = 980.6199 gals.).
 CP2485
 CP2485.The modeled gravity was interpolated from observed gravity values.
 CP2485
 CP2485;                    North         East    Units  Estimated Accuracy
 CP2485;SPC LA N     -   242,180.    1,087,140.      MT  (+/- 180 meters Scaled)
 CP2485
 CP2485                          SUPERSEDED SURVEY CONTROL
 CP2485
 CP2485.No superseded survey control is available for this station.
 CP2485
 CP2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS339168(NAD 83)
 CP2485_MARKER: DB = BENCH MARK DISK
 CP2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2485_SP_SET: CONCRETE POST
 CP2485_STAMPING: 62 V 12 1985
 CP2485_MARK LOGO: LADTD 
 CP2485_PROJECTION: FLUSH
 CP2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2485+STABILITY: SURFACE MOTION
 CP2485
 CP2485  HISTORY     - Date     Condition        Report By
 CP2485  HISTORY     - 1985     MONUMENTED       LADTD
 CP2485
 CP2485                          STATION DESCRIPTION
 CP2485
 CP2485'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2485'29 KM (18 MI) NE FROM HOLLY RIDGE.
 CP2485'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2485'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2485'OF STATE HIGHWAYS 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134
 CP2485'FOR 2.7 KM (1.6 MI) TO THE JUNCTION OF STATE HIGHWAYS 134 AND 585,
 CP2485'CONTINUE NORTH ON STATE HIGHWAY 585 FOR 5.7 KM (3.6 MI) TO THE WEST
 CP2485'CARROLL PARISH LINE, CONTINUE NORTHEASTERLY ON STATE HIGHWAY 585 FRON
 CP2485'THE WEST CARROLL PARISH LINE FOR 6 KM (3.8 MI) TO THE BENCH MARK ON
 CP2485'THE RIGHT SET NEAR THE NEW PROSPECT BAPTIST CHURCH SIGN, 25.9 METERS
 CP2485'(85 FEET) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 12.2
 CP2485'METERS (40 FEET) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 585, 1.2
 CP2485'METERS (4 FEET) WEST-NORTHWEST FROM A POWER POLE NUMBERED D4 AND 0.9
 CP2485'METERS (3 FEET) WEST OF A RIGHT-OF-WAY MARKER.
 CP2485'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP2485'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2486 ***********************************************************************
 CP2486  DESIGNATION -  62 V 13
 CP2486  PID         -  CP2486
 CP2486  STATE/COUNTY-  LA/WEST CARROLL
 CP2486  USGS QUAD   -  BEAR SKIN (1986)
 CP2486
 CP2486                         *CURRENT SURVEY CONTROL
 CP2486  ___________________________________________________________________
 CP2486* NAD 83(1986)-  32 40 52.     (N)    091 35 06.     (W)     SCALED    
 CP2486* NAVD 88     -        27.920  (meters)      91.60   (feet)  ADJUSTED  
 CP2486  ___________________________________________________________________
 CP2486  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2486  DYNAMIC HT  -          27.889 (meters)      91.50  (feet)  COMP
 CP2486  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CP2486
 CP2486  VERT ORDER  -  SECOND    CLASS I
 CP2486
 CP2486.The horizontal coordinates were scaled from a topographic map and have
 CP2486.an estimated accuracy of +/- 6 seconds.
 CP2486
 CP2486.The orthometric height was determined by differential leveling
 CP2486.and adjusted by the National Geodetic Survey in June 1991..
 CP2486
 CP2486.The geoid height was determined by GEOID03.
 CP2486
 CP2486.The dynamic height is computed by dividing the NAVD 88
 CP2486.geopotential number by the normal gravity value computed on the
 CP2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2486.degrees latitude (g = 980.6199 gals.).
 CP2486
 CP2486.The modeled gravity was interpolated from observed gravity values.
 CP2486
 CP2486;                    North         East    Units  Estimated Accuracy
 CP2486;SPC LA N     -   242,200.    1,085,820.      MT  (+/- 180 meters Scaled)
 CP2486
 CP2486                          SUPERSEDED SURVEY CONTROL
 CP2486
 CP2486.No superseded survey control is available for this station.
 CP2486
 CP2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS326168(NAD 83)
 CP2486_MARKER: DB = BENCH MARK DISK
 CP2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2486_SP_SET: CONCRETE POST
 CP2486_STAMPING: 62 V 13 1985
 CP2486_MARK LOGO: LADTD 
 CP2486_PROJECTION: FLUSH
 CP2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2486+STABILITY: SURFACE MOTION
 CP2486
 CP2486  HISTORY     - Date     Condition        Report By
 CP2486  HISTORY     - 1985     MONUMENTED       LADTD
 CP2486
 CP2486                          STATION DESCRIPTION
 CP2486
 CP2486'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2486'27.4 KM (17 MI) NE FROM HOLLY RIDGE.
 CP2486'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2486'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2486'OF STATE HIGHWAYS 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134
 CP2486'FOR 2.7 KM (1.6 MI) TO THE JUNCTION OF STATE HIGHWAYS 134 AND 585,
 CP2486'CONTINUE NORTH ON STATE HIGHWAY 585 FOR 5.7 KM (3.6 MI) TO THE WEST
 CP2486'CARROLL PARISH LINE, CONTINUE NORTHEASTERLY ON STATE HIGHWAY 585 FROM
 CP2486'THE WEST CARROLL PARISH LINE FOR 4.4 KM (2.8 MI) TO THE BENCH MARK ON
 CP2486'THE RIGHT SET NEAR A FENCE LINE, 26.5 METERS (87 FEET) EAST-NORTHEAST
 CP2486'OF A POWER POLE WITH TRANSFORMER, 9.3 METERS (30.5 FEET) SOUTH OF THE
 CP2486'CENTERLINE OF STATE HIGHWAY 585, 7.9 METERS (26 FEET) WEST OF THE
 CP2486'CENTER OF A METAL GATE AND 0.61 METERS (2 FEET) NORTH OF A 4 STRAND
 CP2486'BARBED WIRE FENCE.
 CP2486'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 CP2486'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2487 ***********************************************************************
 CP2487  DESIGNATION -  62 V 14
 CP2487  PID         -  CP2487
 CP2487  STATE/COUNTY-  LA/WEST CARROLL
 CP2487  USGS QUAD   -  BEAR SKIN (1986)
 CP2487
 CP2487                         *CURRENT SURVEY CONTROL
 CP2487  ___________________________________________________________________
 CP2487* NAD 83(1986)-  32 40 56.     (N)    091 35 52.     (W)     SCALED    
 CP2487* NAVD 88     -        28.789  (meters)      94.45   (feet)  ADJUSTED  
 CP2487  ___________________________________________________________________
 CP2487  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2487  DYNAMIC HT  -          28.758 (meters)      94.35  (feet)  COMP
 CP2487  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CP2487
 CP2487  VERT ORDER  -  SECOND    CLASS I
 CP2487
 CP2487.The horizontal coordinates were scaled from a topographic map and have
 CP2487.an estimated accuracy of +/- 6 seconds.
 CP2487
 CP2487.The orthometric height was determined by differential leveling
 CP2487.and adjusted by the National Geodetic Survey in June 1991..
 CP2487
 CP2487.The geoid height was determined by GEOID03.
 CP2487
 CP2487.The dynamic height is computed by dividing the NAVD 88
 CP2487.geopotential number by the normal gravity value computed on the
 CP2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2487.degrees latitude (g = 980.6199 gals.).
 CP2487
 CP2487.The modeled gravity was interpolated from observed gravity values.
 CP2487
 CP2487;                    North         East    Units  Estimated Accuracy
 CP2487;SPC LA N     -   242,310.    1,084,620.      MT  (+/- 180 meters Scaled)
 CP2487
 CP2487                          SUPERSEDED SURVEY CONTROL
 CP2487
 CP2487.No superseded survey control is available for this station.
 CP2487
 CP2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS314169(NAD 83)
 CP2487_MARKER: DB = BENCH MARK DISK
 CP2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2487_SP_SET: CONCRETE POST
 CP2487_STAMPING: 62 V 14 1985
 CP2487_MARK LOGO: LADTD 
 CP2487_PROJECTION: RECESSED 3 CENTIMETERS
 CP2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2487+STABILITY: SURFACE MOTION
 CP2487
 CP2487  HISTORY     - Date     Condition        Report By
 CP2487  HISTORY     - 1985     MONUMENTED       LADTD
 CP2487
 CP2487                          STATION DESCRIPTION
 CP2487
 CP2487'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2487'26.1 KM (16.2 MI) NE FROM HOLLY RIDGE.
 CP2487'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2487'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2487'OF STATE HIGHWAYS 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134
 CP2487'FOR 2.7 KM (1.6 MI) TO THE JUNCTION OF STATE HIGHWAYS 134 AND 585,
 CP2487'CONTINUE NORTH ON STATE HIGHWAY 585 FOR 5.7 KM (3.6 MI) TO THE WEST
 CP2487'CARROLL PARISH LINE, CONTINUE NORTHEASTERLY ON STATE HIGHWAY 585 FROM
 CP2487'THE WEST CARROLL PARISH LINE FOR 3.2 KM (2 MI) TO THE BENCH MARK ON
 CP2487'THE LEFT SET NEAR A POWER POLE, 22 METERS (72 FEET) WEST OF THE
 CP2487'CENTER OF A DRIVEWAY LEADING TO A WHITE WOOD FRAME HOUSE, 12.2 METERS
 CP2487'(40 FEET) NORTH OF THE CENTERLINE OF STATE HIGHWAY 585, 5.8 METERS
 CP2487'(19 FEET) EAST-SOUTHEAST FROM A 24 INCH OAK TREE, AND 0.61 METERS (2
 CP2487'FEET) WEST OF A POWER POLE.
 CP2487'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP2487'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2488 ***********************************************************************
 CP2488  DESIGNATION -  62 V 15
 CP2488  PID         -  CP2488
 CP2488  STATE/COUNTY-  LA/WEST CARROLL
 CP2488  USGS QUAD   -  BEAR SKIN (1986)
 CP2488
 CP2488                         *CURRENT SURVEY CONTROL
 CP2488  ___________________________________________________________________
 CP2488* NAD 83(1986)-  32 40 42.     (N)    091 36 53.     (W)     SCALED    
 CP2488* NAVD 88     -        27.043  (meters)      88.72   (feet)  ADJUSTED  
 CP2488  ___________________________________________________________________
 CP2488  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP2488  DYNAMIC HT  -          27.013 (meters)      88.63  (feet)  COMP
 CP2488  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CP2488
 CP2488  VERT ORDER  -  SECOND    CLASS I
 CP2488
 CP2488.The horizontal coordinates were scaled from a topographic map and have
 CP2488.an estimated accuracy of +/- 6 seconds.
 CP2488
 CP2488.The orthometric height was determined by differential leveling
 CP2488.and adjusted by the National Geodetic Survey in June 1991..
 CP2488
 CP2488.The geoid height was determined by GEOID03.
 CP2488
 CP2488.The dynamic height is computed by dividing the NAVD 88
 CP2488.geopotential number by the normal gravity value computed on the
 CP2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2488.degrees latitude (g = 980.6199 gals.).
 CP2488
 CP2488.The modeled gravity was interpolated from observed gravity values.
 CP2488
 CP2488;                    North         East    Units  Estimated Accuracy
 CP2488;SPC LA N     -   241,870.    1,083,030.      MT  (+/- 180 meters Scaled)
 CP2488
 CP2488                          SUPERSEDED SURVEY CONTROL
 CP2488
 CP2488.No superseded survey control is available for this station.
 CP2488
 CP2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS298164(NAD 83)
 CP2488_MARKER: DB = BENCH MARK DISK
 CP2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2488_SP_SET: CONCRETE POST
 CP2488_STAMPING: 62 V 15 1985
 CP2488_MARK LOGO: LADTD 
 CP2488_PROJECTION: FLUSH
 CP2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2488+STABILITY: SURFACE MOTION
 CP2488
 CP2488  HISTORY     - Date     Condition        Report By
 CP2488  HISTORY     - 1985     MONUMENTED       LADTD
 CP2488
 CP2488                          STATION DESCRIPTION
 CP2488
 CP2488'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2488'24.3 KM (15.1 MI) NORTH FROM HOLLY RIDGE.
 CP2488'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2488'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUCTION
 CP2488'OF STATE HIGHWAYS 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134
 CP2488'FOR 2.7 KM (1.6 MI) TO THE JUNCTION OF STATE HIGHWAYS 183 AND 585,
 CP2488'CONTINUE NORTH ON STATE HIGHWAY 585 FOR 5.7 KM (3.6 MI) TO THE WEST
 CP2488'CARROLL PARISH LINE, CONTINUE NORTHEASTERLY FROM THE WEST CARROLL
 CP2488'PARISH LINE FOR 1.5 KM (0.9 MI) TO THE BENCH MARK ON THE LEFT NEAR A
 CP2488'POWER POLE, 11.9 METERS (39 FEET) NORTHWEST OF THE CENTERLINE OF
 CP2488'STATE HIGHWAY 585 AND 1.1 METERS (3.5 FEET) SOUTHEAST OF A POWER
 CP2488'POLE.
 CP2488'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 CP2488'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3185 ***********************************************************************
 CP3185  DESIGNATION -  62 V 18
 CP3185  PID         -  CP3185
 CP3185  STATE/COUNTY-  LA/WEST CARROLL
 CP3185  USGS QUAD   -  PIONEER (1986)
 CP3185
 CP3185                         *CURRENT SURVEY CONTROL
 CP3185  ___________________________________________________________________
 CP3185* NAD 83(1986)-  32 41 41.     (N)    091 26 48.     (W)     SCALED    
 CP3185* NAVD 88     -        31.034  (meters)     101.82   (feet)  ADJUSTED  
 CP3185  ___________________________________________________________________
 CP3185  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3185  DYNAMIC HT  -          31.000 (meters)     101.71  (feet)  COMP
 CP3185  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 CP3185
 CP3185  VERT ORDER  -  SECOND    CLASS II
 CP3185
 CP3185.The horizontal coordinates were scaled from a topographic map and have
 CP3185.an estimated accuracy of +/- 6 seconds.
 CP3185
 CP3185.The orthometric height was determined by differential leveling
 CP3185.and adjusted by the National Geodetic Survey in June 1991..
 CP3185
 CP3185.The geoid height was determined by GEOID03.
 CP3185
 CP3185.The dynamic height is computed by dividing the NAVD 88
 CP3185.geopotential number by the normal gravity value computed on the
 CP3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3185.degrees latitude (g = 980.6199 gals.).
 CP3185
 CP3185.The modeled gravity was interpolated from observed gravity values.
 CP3185
 CP3185;                    North         East    Units  Estimated Accuracy
 CP3185;SPC LA N     -   243,830.    1,098,770.      MT  (+/- 180 meters Scaled)
 CP3185
 CP3185                          SUPERSEDED SURVEY CONTROL
 CP3185
 CP3185.No superseded survey control is available for this station.
 CP3185
 CP3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS456185(NAD 83)
 CP3185_MARKER: DD = SURVEY DISK
 CP3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3185_SP_SET: CONCRETE POST
 CP3185_STAMPING: 62 V 18 1985
 CP3185_MARK LOGO: LADTD 
 CP3185_PROJECTION: RECESSED 3 CENTIMETERS
 CP3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3185+STABILITY: SURFACE MOTION
 CP3185
 CP3185  HISTORY     - Date     Condition        Report By
 CP3185  HISTORY     - 1985     MONUMENTED       LADTD
 CP3185
 CP3185                          STATION DESCRIPTION
 CP3185
 CP3185'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3185'2 KM (1.3 MI) NORTH FROM DARNELL.
 CP3185'2.01 KM (1.25 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF
 CP3185'STATE HIGHWAYS 17 AND 577 IN DARNELL TO THE BENCH MARK ON THE RIGHT
 CP3185'SET NEAR A FENCE, 13.1 METERS (43 FEET) WEST OF THE CENTERLINE OF
 CP3185'STATE HIGHWAY 17, 11.1 METERS (36.5 FEET) NORTH OF A BLACKTOP
 CP3185'DRIVEWAY LEADING TO A WHITE HOUSE, 2.74 METERS (9 FEET)
 CP3185'NORTH-NORTHEAST OF A 30 INCH PINE TREE AND 0.61 METERS (2 FEET) EAST
 CP3185'OF A 3 BOARD WHITE FENCE.
 CP3185'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 CP3185'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3186 ***********************************************************************
 CP3186  DESIGNATION -  62 V 19
 CP3186  PID         -  CP3186
 CP3186  STATE/COUNTY-  LA/WEST CARROLL
 CP3186  USGS QUAD   -  PIONEER (1986)
 CP3186
 CP3186                         *CURRENT SURVEY CONTROL
 CP3186  ___________________________________________________________________
 CP3186* NAD 83(1986)-  32 42 31.     (N)    091 26 36.     (W)     SCALED    
 CP3186* NAVD 88     -        31.104  (meters)     102.05   (feet)  ADJUSTED  
 CP3186  ___________________________________________________________________
 CP3186  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP3186  DYNAMIC HT  -          31.070 (meters)     101.94  (feet)  COMP
 CP3186  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CP3186
 CP3186  VERT ORDER  -  SECOND    CLASS II
 CP3186
 CP3186.The horizontal coordinates were scaled from a topographic map and have
 CP3186.an estimated accuracy of +/- 6 seconds.
 CP3186
 CP3186.The orthometric height was determined by differential leveling
 CP3186.and adjusted by the National Geodetic Survey in June 1991..
 CP3186
 CP3186.The geoid height was determined by GEOID03.
 CP3186
 CP3186.The dynamic height is computed by dividing the NAVD 88
 CP3186.geopotential number by the normal gravity value computed on the
 CP3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3186.degrees latitude (g = 980.6199 gals.).
 CP3186
 CP3186.The modeled gravity was interpolated from observed gravity values.
 CP3186
 CP3186;                    North         East    Units  Estimated Accuracy
 CP3186;SPC LA N     -   245,370.    1,099,070.      MT  (+/- 180 meters Scaled)
 CP3186
 CP3186                          SUPERSEDED SURVEY CONTROL
 CP3186
 CP3186.No superseded survey control is available for this station.
 CP3186
 CP3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS459200(NAD 83)
 CP3186_MARKER: DD = SURVEY DISK
 CP3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3186_SP_SET: CONCRETE POST
 CP3186_STAMPING: 62 V 19 1985
 CP3186_MARK LOGO: LADTD 
 CP3186_PROJECTION: RECESSED 3 CENTIMETERS
 CP3186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3186+STABILITY: SURFACE MOTION
 CP3186
 CP3186  HISTORY     - Date     Condition        Report By
 CP3186  HISTORY     - 1985     MONUMENTED       LADTD
 CP3186
 CP3186                          STATION DESCRIPTION
 CP3186
 CP3186'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3186'3.6 KM (2.3 MI) NORTH FROM DARNELL.
 CP3186'3.62 KM (2.25 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF
 CP3186'STATE HIGHWAY 17 AND 577 IN DARNELL TO THE BENCH MARK ON THE LEFT SET
 CP3186'IN FRONT OF THE SOUTHERN NATURAL GAS COMPANY NEAR A FENCE, 16.6
 CP3186'METERS (54.5 FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY 17, 11.1
 CP3186'METERS (36 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CP3186'SOUTHERN NATURAL GAS OFFICE BUILDING AND 6.4 METERS (21 FEET)
 CP3186'NORTH-NORTHEAST FROM THE SOUTH END OF A 20 INCH STEEL CULVERT.
 CP3186'THE MARK IS 1.52 METERS  NW FROM A WITNESS POST.
 CP3186'THE MARK IS 0.45 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2471 ***********************************************************************
 CP2471  DESIGNATION -  62 V 2
 CP2471  PID         -  CP2471
 CP2471  STATE/COUNTY-  LA/WEST CARROLL
 CP2471  USGS QUAD   -  EPPS (1986)
 CP2471
 CP2471                         *CURRENT SURVEY CONTROL
 CP2471  ___________________________________________________________________
 CP2471* NAD 83(1986)-  32 37 27.     (N)    091 28 21.     (W)     SCALED    
 CP2471* NAVD 88     -        30.804  (meters)     101.06   (feet)  ADJUSTED  
 CP2471  ___________________________________________________________________
 CP2471  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP2471  DYNAMIC HT  -          30.770 (meters)     100.95  (feet)  COMP
 CP2471  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CP2471
 CP2471  VERT ORDER  -  SECOND    CLASS I
 CP2471
 CP2471.The horizontal coordinates were scaled from a topographic map and have
 CP2471.an estimated accuracy of +/- 6 seconds.
 CP2471
 CP2471.The orthometric height was determined by differential leveling
 CP2471.and adjusted by the National Geodetic Survey in June 1991..
 CP2471
 CP2471.The geoid height was determined by GEOID03.
 CP2471
 CP2471.The dynamic height is computed by dividing the NAVD 88
 CP2471.geopotential number by the normal gravity value computed on the
 CP2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2471.degrees latitude (g = 980.6199 gals.).
 CP2471
 CP2471.The modeled gravity was interpolated from observed gravity values.
 CP2471
 CP2471;                    North         East    Units  Estimated Accuracy
 CP2471;SPC LA N     -   235,980.    1,096,430.      MT  (+/- 180 meters Scaled)
 CP2471
 CP2471                          SUPERSEDED SURVEY CONTROL
 CP2471
 CP2471.No superseded survey control is available for this station.
 CP2471
 CP2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS433106(NAD 83)
 CP2471_MARKER: DB = BENCH MARK DISK
 CP2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2471_SP_SET: CONCRETE POST
 CP2471_STAMPING: 62 V 2 1985
 CP2471_MARK LOGO: LADTD 
 CP2471_PROJECTION: RECESSED 3 CENTIMETERS
 CP2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2471+STABILITY: SURFACE MOTION
 CP2471
 CP2471  HISTORY     - Date     Condition        Report By
 CP2471  HISTORY     - 1985     MONUMENTED       LADTD
 CP2471
 CP2471                          STATION DESCRIPTION
 CP2471
 CP2471'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2471'20.1 KM (12.5 MI) NORTH FROM DELHI.
 CP2471'ABOUT 20.1 KM (12.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2471'OFFICE IN DELHI TO THE BENCH MARK ON THE LEFT, 12.8 METERS (42 FEET)
 CP2471'WEST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 0.9 METERS (3 FEET)
 CP2471'NORTH OF A POWER POLE NUMBERED 141-6.
 CP2471'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CP2471'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3187 ***********************************************************************
 CP3187  DESIGNATION -  62 V 20
 CP3187  PID         -  CP3187
 CP3187  STATE/COUNTY-  LA/WEST CARROLL
 CP3187  USGS QUAD   -  PIONEER (1986)
 CP3187
 CP3187                         *CURRENT SURVEY CONTROL
 CP3187  ___________________________________________________________________
 CP3187* NAD 83(1986)-  32 43 23.     (N)    091 26 19.     (W)     SCALED    
 CP3187* NAVD 88     -        30.988  (meters)     101.67   (feet)  ADJUSTED  
 CP3187  ___________________________________________________________________
 CP3187  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP3187  DYNAMIC HT  -          30.955 (meters)     101.56  (feet)  COMP
 CP3187  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 CP3187
 CP3187  VERT ORDER  -  SECOND    CLASS II
 CP3187
 CP3187.The horizontal coordinates were scaled from a topographic map and have
 CP3187.an estimated accuracy of +/- 6 seconds.
 CP3187
 CP3187.The orthometric height was determined by differential leveling
 CP3187.and adjusted by the National Geodetic Survey in June 1991..
 CP3187
 CP3187.The geoid height was determined by GEOID03.
 CP3187
 CP3187.The dynamic height is computed by dividing the NAVD 88
 CP3187.geopotential number by the normal gravity value computed on the
 CP3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3187.degrees latitude (g = 980.6199 gals.).
 CP3187
 CP3187.The modeled gravity was interpolated from observed gravity values.
 CP3187
 CP3187;                    North         East    Units  Estimated Accuracy
 CP3187;SPC LA N     -   246,980.    1,099,500.      MT  (+/- 180 meters Scaled)
 CP3187
 CP3187                          SUPERSEDED SURVEY CONTROL
 CP3187
 CP3187.No superseded survey control is available for this station.
 CP3187
 CP3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS463216(NAD 83)
 CP3187_MARKER: DD = SURVEY DISK
 CP3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3187_SP_SET: CONCRETE POST
 CP3187_STAMPING: 62 V 20 1985
 CP3187_MARK LOGO: LADTD 
 CP3187_PROJECTION: RECESSED 3 CENTIMETERS
 CP3187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3187+STABILITY: SURFACE MOTION
 CP3187
 CP3187  HISTORY     - Date     Condition        Report By
 CP3187  HISTORY     - 1985     MONUMENTED       LADTD
 CP3187
 CP3187                          STATION DESCRIPTION
 CP3187
 CP3187'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3187'5.2 KM (3.3 MI) NORTH FROM DARNELL.
 CP3187'5.22 KM (3.25 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF
 CP3187'STATE HIGHWAYS 17 AND 577 IN DARNELL TO THE BENCH MARK ON THE LEFT
 CP3187'SET NEAR S AND M FURNITURE STORE, 20.7 METERS (68 FEET) NORTH FROM
 CP3187'THE NORTHEAST CORNER OF THE FURNITURE STORE, 20.1 METERS (66 FEET)
 CP3187'WEST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 2.7 METERS (9 FEET)
 CP3187'EAST OF A POWER POLE WITH A SECURITY LIGHT ATTACHED.
 CP3187'THE MARK IS 2.29 METERS  WNW FROM A WITNESS POST.
 CP3187'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3188 ***********************************************************************
 CP3188  DESIGNATION -  62 V 21
 CP3188  PID         -  CP3188
 CP3188  STATE/COUNTY-  LA/WEST CARROLL
 CP3188  USGS QUAD   -  PIONEER (1986)
 CP3188
 CP3188                         *CURRENT SURVEY CONTROL
 CP3188  ___________________________________________________________________
 CP3188* NAD 83(1986)-  32 44 18.     (N)    091 25 47.     (W)     SCALED    
 CP3188* NAVD 88     -        32.423  (meters)     106.37   (feet)  ADJUSTED  
 CP3188  ___________________________________________________________________
 CP3188  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP3188  DYNAMIC HT  -          32.388 (meters)     106.26  (feet)  COMP
 CP3188  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 CP3188
 CP3188  VERT ORDER  -  SECOND    CLASS II
 CP3188
 CP3188.The horizontal coordinates were scaled from a topographic map and have
 CP3188.an estimated accuracy of +/- 6 seconds.
 CP3188
 CP3188.The orthometric height was determined by differential leveling
 CP3188.and adjusted by the National Geodetic Survey in June 1991..
 CP3188
 CP3188.The geoid height was determined by GEOID03.
 CP3188
 CP3188.The dynamic height is computed by dividing the NAVD 88
 CP3188.geopotential number by the normal gravity value computed on the
 CP3188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3188.degrees latitude (g = 980.6199 gals.).
 CP3188
 CP3188.The modeled gravity was interpolated from observed gravity values.
 CP3188
 CP3188;                    North         East    Units  Estimated Accuracy
 CP3188;SPC LA N     -   248,680.    1,100,320.      MT  (+/- 180 meters Scaled)
 CP3188
 CP3188                          SUPERSEDED SURVEY CONTROL
 CP3188
 CP3188.No superseded survey control is available for this station.
 CP3188
 CP3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS471233(NAD 83)
 CP3188_MARKER: DD = SURVEY DISK
 CP3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3188_SP_SET: CONCRETE POST
 CP3188_STAMPING: 62 V 21 1985
 CP3188_MARK LOGO: LADTD 
 CP3188_PROJECTION: RECESSED 3 CENTIMETERS
 CP3188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3188+STABILITY: SURFACE MOTION
 CP3188
 CP3188  HISTORY     - Date     Condition        Report By
 CP3188  HISTORY     - 1985     MONUMENTED       LADTD
 CP3188
 CP3188                          STATION DESCRIPTION
 CP3188
 CP3188'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3188'8.2 KM (5.1 MI) NORTH FROM DARNELL.
 CP3188'8.21 KM (5.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3188'HIGHWAYS 17 AND 577 IN DARNELL TO THE BENCH MARK ON THE LEFT NEAR A
 CP3188'COTTON GIN AT PIONEER, 18.9 METERS (62 FEET) NORTH-NORTHWEST OF A
 CP3188'POWER POLE, 16.2 METERS (53 FEET) WEST OF THE CENTERLINE OF STATE
 CP3188'HIGHWAY 17, 1.2 METERS (4 FEET) NORTHWEST OF A TELEPHONE REPAIR BOX
 CP3188'AND 0.8 METERS (3 FEET) NORTH OF THE NORTHEAST CORNER OF A COTTON
 CP3188'GIN.
 CP3188'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 CP3188'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3189 ***********************************************************************
 CP3189  DESIGNATION -  62 V 22
 CP3189  PID         -  CP3189
 CP3189  STATE/COUNTY-  LA/WEST CARROLL
 CP3189  USGS QUAD   -  OAK GROVE (1988)
 CP3189
 CP3189                         *CURRENT SURVEY CONTROL
 CP3189  ___________________________________________________________________
 CP3189* NAD 83(1986)-  32 45 08.     (N)    091 25 18.     (W)     SCALED    
 CP3189* NAVD 88     -        32.156  (meters)     105.50   (feet)  ADJUSTED  
 CP3189  ___________________________________________________________________
 CP3189  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3189  DYNAMIC HT  -          32.120 (meters)     105.38  (feet)  COMP
 CP3189  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 CP3189
 CP3189  VERT ORDER  -  SECOND    CLASS II
 CP3189
 CP3189.The horizontal coordinates were scaled from a topographic map and have
 CP3189.an estimated accuracy of +/- 6 seconds.
 CP3189
 CP3189.The orthometric height was determined by differential leveling
 CP3189.and adjusted by the National Geodetic Survey in June 1991..
 CP3189
 CP3189.The geoid height was determined by GEOID03.
 CP3189
 CP3189.The dynamic height is computed by dividing the NAVD 88
 CP3189.geopotential number by the normal gravity value computed on the
 CP3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3189.degrees latitude (g = 980.6199 gals.).
 CP3189
 CP3189.The modeled gravity was interpolated from observed gravity values.
 CP3189
 CP3189;                    North         East    Units  Estimated Accuracy
 CP3189;SPC LA N     -   250,230.    1,101,060.      MT  (+/- 180 meters Scaled)
 CP3189
 CP3189                          SUPERSEDED SURVEY CONTROL
 CP3189
 CP3189.No superseded survey control is available for this station.
 CP3189
 CP3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS478249(NAD 83)
 CP3189_MARKER: DD = SURVEY DISK
 CP3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3189_SP_SET: CONCRETE POST
 CP3189_STAMPING: 62 V 22 1985
 CP3189_MARK LOGO: LADTD 
 CP3189_PROJECTION: RECESSED 3 CENTIMETERS
 CP3189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3189+STABILITY: SURFACE MOTION
 CP3189
 CP3189  HISTORY     - Date     Condition        Report By
 CP3189  HISTORY     - 1985     MONUMENTED       LADTD
 CP3189
 CP3189                          STATION DESCRIPTION
 CP3189
 CP3189'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3189'10.1 KM (6.3 MI) NORTH FROM DARNELL.
 CP3189'10.1 KM (6.3 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3189'HIGHWAYS 17 AND 577 IN DARNELL TO THE BENCH MARK SET ON THE RIGHT IN
 CP3189'A REST AREA, 26.9 METERS (88.5 FEET) NORTHEAST OF A 36 INCH OAK TREE
 CP3189'IN THE REST AREA, 15.4 METERS (50.5 FEET) WEST-SOUTHWEST FROM A POWER
 CP3189'POLE NUMBERED 437 AND 13.7 METERS (45 FEET) EAST-SOUTHEAST FROM THE
 CP3189'CENTERLINE OF STATE HIGHWAY 17.
 CP3189'THE MARK IS 0.61 METERS  WNW FROM A WITNESS POST.
 CP3189'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3190 ***********************************************************************
 CP3190  DESIGNATION -  62 V 23
 CP3190  PID         -  CP3190
 CP3190  STATE/COUNTY-  LA/WEST CARROLL
 CP3190  USGS QUAD   -  OAK GROVE (1988)
 CP3190
 CP3190                         *CURRENT SURVEY CONTROL
 CP3190  ___________________________________________________________________
 CP3190* NAD 83(1986)-  32 45 58.     (N)    091 24 58.     (W)     SCALED    
 CP3190* NAVD 88     -        33.696  (meters)     110.55   (feet)  ADJUSTED  
 CP3190  ___________________________________________________________________
 CP3190  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP3190  DYNAMIC HT  -          33.659 (meters)     110.43  (feet)  COMP
 CP3190  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 CP3190
 CP3190  VERT ORDER  -  SECOND    CLASS II
 CP3190
 CP3190.The horizontal coordinates were scaled from a topographic map and have
 CP3190.an estimated accuracy of +/- 6 seconds.
 CP3190
 CP3190.The orthometric height was determined by differential leveling
 CP3190.and adjusted by the National Geodetic Survey in June 1991..
 CP3190
 CP3190.The geoid height was determined by GEOID03.
 CP3190
 CP3190.The dynamic height is computed by dividing the NAVD 88
 CP3190.geopotential number by the normal gravity value computed on the
 CP3190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3190.degrees latitude (g = 980.6199 gals.).
 CP3190
 CP3190.The modeled gravity was interpolated from observed gravity values.
 CP3190
 CP3190;                    North         East    Units  Estimated Accuracy
 CP3190;SPC LA N     -   251,770.    1,101,560.      MT  (+/- 180 meters Scaled)
 CP3190
 CP3190                          SUPERSEDED SURVEY CONTROL
 CP3190
 CP3190.No superseded survey control is available for this station.
 CP3190
 CP3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS483264(NAD 83)
 CP3190_MARKER: DD = SURVEY DISK
 CP3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3190_SP_SET: CONCRETE POST
 CP3190_STAMPING: 62 V 23 1985
 CP3190_MARK LOGO: LADTD 
 CP3190_PROJECTION: RECESSED 3 CENTIMETERS
 CP3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3190+STABILITY: SURFACE MOTION
 CP3190
 CP3190  HISTORY     - Date     Condition        Report By
 CP3190  HISTORY     - 1985     MONUMENTED       LADTD
 CP3190
 CP3190                          STATION DESCRIPTION
 CP3190
 CP3190'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3190'11.9 KM (7.4 MI) NORTH FROM DARNELL.
 CP3190'11.9 KM (7.4 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3190'HIGHWAYS 17 AND 577 IN DARNELL TO THE BENCH MARK ON THE LEFT, 30
 CP3190'METERS (98 FEET) NORTHEAST FROM THE CORNER OF A BROWN BRICK HOUSE,
 CP3190'19.1 METERS (62.5 FEET) NORTH FROM A GRAVEL DRIVE LEADING TO A BROWN
 CP3190'BRICK HOUSE, 13.4 METERS (44 FEET) WEST OF THE CENTERLINE OF STATE
 CP3190'HIGHWAY 17 AND 3.1 METERS (10 FEET) NORTHEAST OF A POWER POLE.
 CP3190'THE MARK IS 2.60 METERS  SW FROM A WITNESS POST.
 CP3190'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3191 ***********************************************************************
 CP3191  DESIGNATION -  62 V 24
 CP3191  PID         -  CP3191
 CP3191  STATE/COUNTY-  LA/WEST CARROLL
 CP3191  USGS QUAD   -  OAK GROVE (1988)
 CP3191
 CP3191                         *CURRENT SURVEY CONTROL
 CP3191  ___________________________________________________________________
 CP3191* NAD 83(1986)-  32 46 50.     (N)    091 24 54.     (W)     SCALED    
 CP3191* NAVD 88     -        35.170  (meters)     115.39   (feet)  ADJUSTED  
 CP3191  ___________________________________________________________________
 CP3191  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP3191  DYNAMIC HT  -          35.132 (meters)     115.26  (feet)  COMP
 CP3191  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 CP3191
 CP3191  VERT ORDER  -  SECOND    CLASS II
 CP3191
 CP3191.The horizontal coordinates were scaled from a topographic map and have
 CP3191.an estimated accuracy of +/- 6 seconds.
 CP3191
 CP3191.The orthometric height was determined by differential leveling
 CP3191.and adjusted by the National Geodetic Survey in June 1991..
 CP3191
 CP3191.The geoid height was determined by GEOID03.
 CP3191
 CP3191.The dynamic height is computed by dividing the NAVD 88
 CP3191.geopotential number by the normal gravity value computed on the
 CP3191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3191.degrees latitude (g = 980.6199 gals.).
 CP3191
 CP3191.The modeled gravity was interpolated from observed gravity values.
 CP3191
 CP3191;                    North         East    Units  Estimated Accuracy
 CP3191;SPC LA N     -   253,380.    1,101,650.      MT  (+/- 180 meters Scaled)
 CP3191
 CP3191                          SUPERSEDED SURVEY CONTROL
 CP3191
 CP3191.No superseded survey control is available for this station.
 CP3191
 CP3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS484280(NAD 83)
 CP3191_MARKER: DD = SURVEY DISK
 CP3191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3191_SP_SET: CONCRETE POST
 CP3191_STAMPING: 62 V 24 1985
 CP3191_MARK LOGO: LADTD 
 CP3191_PROJECTION: RECESSED 3 CENTIMETERS
 CP3191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3191+STABILITY: SURFACE MOTION
 CP3191
 CP3191  HISTORY     - Date     Condition        Report By
 CP3191  HISTORY     - 1985     MONUMENTED       LADTD
 CP3191
 CP3191                          STATION DESCRIPTION
 CP3191
 CP3191'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3191'13.7 KM (8.5 MI) NORTH FROM DARNELL.
 CP3191'13.7 KM (8.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3191'HIGHWAYS 17 AND 577 IN DARNELL TO THE BENCH MARK ON THE LEFT, 28.5
 CP3191'METERS (93.5 FEET) NORTH OF THE CENTER OF A DEIVEWAY LEADING TO A
 CP3191'HOUSE, 15.4 METERS (50.5 FEET) WEST OF THE CENTERLINE OF STATE
 CP3191'HIGHWAY 17, 13.7 METERS (45 FEET) NORTH-NORTHWEST FROM A TELEPHONE
 CP3191'REPAIR BOX AND 3.2 METERS (10.5 FEET) WEST OF A POWER POLE NUNBERED
 CP3191'G-225.
 CP3191'THE MARK IS 1.52 METERS  S FROM A WITNESS POST.
 CP3191'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3194 ***********************************************************************
 CP3194  DESIGNATION -  62 V 25
 CP3194  PID         -  CP3194
 CP3194  STATE/COUNTY-  LA/WEST CARROLL
 CP3194  USGS QUAD   -  OAK GROVE (1988)
 CP3194
 CP3194                         *CURRENT SURVEY CONTROL
 CP3194  ___________________________________________________________________
 CP3194* NAD 83(1986)-  32 48 09.     (N)    091 24 32.     (W)     SCALED    
 CP3194* NAVD 88     -        31.856  (meters)     104.51   (feet)  ADJUSTED  
 CP3194  ___________________________________________________________________
 CP3194  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3194  DYNAMIC HT  -          31.821 (meters)     104.40  (feet)  COMP
 CP3194  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 CP3194
 CP3194  VERT ORDER  -  SECOND    CLASS II
 CP3194
 CP3194.The horizontal coordinates were scaled from a topographic map and have
 CP3194.an estimated accuracy of +/- 6 seconds.
 CP3194
 CP3194.The orthometric height was determined by differential leveling
 CP3194.and adjusted by the National Geodetic Survey in June 1991..
 CP3194
 CP3194.The geoid height was determined by GEOID03.
 CP3194
 CP3194.The dynamic height is computed by dividing the NAVD 88
 CP3194.geopotential number by the normal gravity value computed on the
 CP3194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3194.degrees latitude (g = 980.6199 gals.).
 CP3194
 CP3194.The modeled gravity was interpolated from observed gravity values.
 CP3194
 CP3194;                    North         East    Units  Estimated Accuracy
 CP3194;SPC LA N     -   255,820.    1,102,200.      MT  (+/- 180 meters Scaled)
 CP3194
 CP3194                          SUPERSEDED SURVEY CONTROL
 CP3194
 CP3194.No superseded survey control is available for this station.
 CP3194
 CP3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS489305(NAD 83)
 CP3194_MARKER: DD = SURVEY DISK
 CP3194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3194_SP_SET: CONCRETE POST
 CP3194_STAMPING: 62 V 25 1985
 CP3194_MARK LOGO: LADTD 
 CP3194_PROJECTION: RECESSED 5 CENTIMETERS
 CP3194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3194+STABILITY: SURFACE MOTION
 CP3194
 CP3194  HISTORY     - Date     Condition        Report By
 CP3194  HISTORY     - 1985     MONUMENTED       LADTD
 CP3194
 CP3194                          STATION DESCRIPTION
 CP3194
 CP3194'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3194'7.4 KM (4.6 MI) SOUTH FROM OAK GROVE.
 CP3194'7.4 KM (4.6 MI) SOUTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3194'GROVE TO THE BENCH MARK ON THE EAST SIDE OF THE HIGHWAY NEAR A METAL
 CP3194'GATE AND ABOUT 16.7 KM (10.4 MI) NORTH ON STATE HIGHWAY 17 FROM THE
 CP3194'JUNCTION OF STATE HIGHWAYS 17 AND 577 IN DARNELL TO THE BENCH MARK ON
 CP3194'THE EAST SIDE FO THE HIGHWAY, 15.5 METERS (51 FEET) EAST OF THE
 CP3194'CENTERLINE OF STATE HIGHWAY 17, 7.5 METERS (24.5 FEET) EAST OF THE
 CP3194'NORTH END OF A METAL CULVERT, 4.3 METERS (14 FEET) NORTH OF THE
 CP3194'CENTER OF A GRAVEL DRIVE LEADING TO A LARGE WHITE WOOD FRAME HOUSE
 CP3194'AND 1.1 METERS (3.5 FEET) WEST OF A CHAIN LINK FENCE.
 CP3194'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 CP3194'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3195 ***********************************************************************
 CP3195  DESIGNATION -  62 V 26
 CP3195  PID         -  CP3195
 CP3195  STATE/COUNTY-  LA/WEST CARROLL
 CP3195  USGS QUAD   -  OAK GROVE (1988)
 CP3195
 CP3195                         *CURRENT SURVEY CONTROL
 CP3195  ___________________________________________________________________
 CP3195* NAD 83(1986)-  32 48 57.     (N)    091 24 17.     (W)     SCALED    
 CP3195* NAVD 88     -        32.268  (meters)     105.87   (feet)  ADJUSTED  
 CP3195  ___________________________________________________________________
 CP3195  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3195  DYNAMIC HT  -          32.232 (meters)     105.75  (feet)  COMP
 CP3195  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 CP3195
 CP3195  VERT ORDER  -  SECOND    CLASS II
 CP3195
 CP3195.The horizontal coordinates were scaled from a topographic map and have
 CP3195.an estimated accuracy of +/- 6 seconds.
 CP3195
 CP3195.The orthometric height was determined by differential leveling
 CP3195.and adjusted by the National Geodetic Survey in June 1991..
 CP3195
 CP3195.The geoid height was determined by GEOID03.
 CP3195
 CP3195.The dynamic height is computed by dividing the NAVD 88
 CP3195.geopotential number by the normal gravity value computed on the
 CP3195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3195.degrees latitude (g = 980.6199 gals.).
 CP3195
 CP3195.The modeled gravity was interpolated from observed gravity values.
 CP3195
 CP3195;                    North         East    Units  Estimated Accuracy
 CP3195;SPC LA N     -   257,300.    1,102,570.      MT  (+/- 180 meters Scaled)
 CP3195
 CP3195                          SUPERSEDED SURVEY CONTROL
 CP3195
 CP3195.No superseded survey control is available for this station.
 CP3195
 CP3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS493319(NAD 83)
 CP3195_MARKER: DD = SURVEY DISK
 CP3195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3195_SP_SET: CONCRETE POST
 CP3195_STAMPING: 62 V 26 1985
 CP3195_MARK LOGO: LADTD 
 CP3195_PROJECTION: RECESSED 8 CENTIMETERS
 CP3195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3195+STABILITY: SURFACE MOTION
 CP3195
 CP3195  HISTORY     - Date     Condition        Report By
 CP3195  HISTORY     - 1985     MONUMENTED       LADTD
 CP3195
 CP3195                          STATION DESCRIPTION
 CP3195
 CP3195'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3195'6 KM (3.7 MI) SOUTH FROM OAK GROVE.
 CP3195'6 KM (3.7 MI) SOUTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3195'GROVE TO THE BENCH MARK ON THE EAST SIDE OF THE HIGHWAY NEAR AN
 CP3195'ANIMAL CLINIC, 39.3 METERS (129 FEET) EAST OF THE CENTERLINE OF STATE
 CP3195'HIGHWAY 17, 16.6 METERS (54.5 FEET) SOUTHWEST FROM THE SOUTHWEST
 CP3195'CORNER OF THE ANIMAL CLINIC, 12.3 METERS (40.5 FEET) SOUTH OF THE
 CP3195'SOUTHWEST CORNER OF THE ANIMAL CLINIC AND 0.8 METERS (2.5 FEET) NORTH
 CP3195'OF A POWER POLE.
 CP3195'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 CP3195'THE MARK IS 0.76 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3196 ***********************************************************************
 CP3196  DESIGNATION -  62 V 27
 CP3196  PID         -  CP3196
 CP3196  STATE/COUNTY-  LA/WEST CARROLL
 CP3196  USGS QUAD   -  OAK GROVE (1988)
 CP3196
 CP3196                         *CURRENT SURVEY CONTROL
 CP3196  ___________________________________________________________________
 CP3196* NAD 83(1986)-  32 51 00.     (N)    091 23 40.     (W)     SCALED    
 CP3196* NAVD 88     -        33.985  (meters)     111.50   (feet)  ADJUSTED  
 CP3196  ___________________________________________________________________
 CP3196  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3196  DYNAMIC HT  -          33.948 (meters)     111.38  (feet)  COMP
 CP3196  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 CP3196
 CP3196  VERT ORDER  -  SECOND    CLASS II
 CP3196
 CP3196.The horizontal coordinates were scaled from a topographic map and have
 CP3196.an estimated accuracy of +/- 6 seconds.
 CP3196
 CP3196.The orthometric height was determined by differential leveling
 CP3196.and adjusted by the National Geodetic Survey in June 1991..
 CP3196
 CP3196.The geoid height was determined by GEOID03.
 CP3196
 CP3196.The dynamic height is computed by dividing the NAVD 88
 CP3196.geopotential number by the normal gravity value computed on the
 CP3196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3196.degrees latitude (g = 980.6199 gals.).
 CP3196
 CP3196.The modeled gravity was interpolated from observed gravity values.
 CP3196
 CP3196;                    North         East    Units  Estimated Accuracy
 CP3196;SPC LA N     -   261,100.    1,103,500.      MT  (+/- 180 meters Scaled)
 CP3196
 CP3196                          SUPERSEDED SURVEY CONTROL
 CP3196
 CP3196.No superseded survey control is available for this station.
 CP3196
 CP3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS502358(NAD 83)
 CP3196_MARKER: DD = SURVEY DISK
 CP3196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3196_SP_SET: CONCRETE POST
 CP3196_STAMPING: 62 V 27 1985
 CP3196_MARK LOGO: LADTD 
 CP3196_PROJECTION: RECESSED 5 CENTIMETERS
 CP3196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3196+STABILITY: SURFACE MOTION
 CP3196
 CP3196  HISTORY     - Date     Condition        Report By
 CP3196  HISTORY     - 1985     MONUMENTED       LADTD
 CP3196
 CP3196                          STATION DESCRIPTION
 CP3196
 CP3196'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3196'1.9 KM (1.2 MI) SOUTH FROM OAK GROVE.
 CP3196'1.9 KM (1.15 MI) SOUTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3196'GROVE TO THE BENCH MARK ON THE WEST SIDE OF STATE HIGHWAY 17 SET NEAR
 CP3196'A FENCE LINE, 44.5 METERS (146 FEET) WEST OF THE CENTERLINE OF STATE
 CP3196'HIGHWAY 17, 14.6 METERS (48 FEET) SOUTH OF THE CENTER OF A GRAVEL
 CP3196'DRIVE LEADING TO A BRICK HOUSE AND 11.3 METERS (37 FEET) SOUTH-
 CP3196'SOUTHWEST OF A 52 INCH TWIN ELM TREE.
 CP3196'THE MARK IS 4.27 METERS  W FROM A WITNESS POST.
 CP3196'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3197 ***********************************************************************
 CP3197  DESIGNATION -  62 V 28
 CP3197  PID         -  CP3197
 CP3197  STATE/COUNTY-  LA/WEST CARROLL
 CP3197  USGS QUAD   -  OAK GROVE (1988)
 CP3197
 CP3197                         *CURRENT SURVEY CONTROL
 CP3197  ___________________________________________________________________
 CP3197* NAD 83(1986)-  32 51 28.     (N)    091 23 24.     (W)     SCALED    
 CP3197* NAVD 88     -        34.587  (meters)     113.47   (feet)  ADJUSTED  
 CP3197  ___________________________________________________________________
 CP3197  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3197  DYNAMIC HT  -          34.549 (meters)     113.35  (feet)  COMP
 CP3197  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 CP3197
 CP3197  VERT ORDER  -  SECOND    CLASS II
 CP3197
 CP3197.The horizontal coordinates were scaled from a topographic map and have
 CP3197.an estimated accuracy of +/- 6 seconds.
 CP3197
 CP3197.The orthometric height was determined by differential leveling
 CP3197.and adjusted by the National Geodetic Survey in June 1991..
 CP3197
 CP3197.The geoid height was determined by GEOID03.
 CP3197
 CP3197.The dynamic height is computed by dividing the NAVD 88
 CP3197.geopotential number by the normal gravity value computed on the
 CP3197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3197.degrees latitude (g = 980.6199 gals.).
 CP3197
 CP3197.The modeled gravity was interpolated from observed gravity values.
 CP3197
 CP3197;                    North         East    Units  Estimated Accuracy
 CP3197;SPC LA N     -   261,960.    1,103,900.      MT  (+/- 180 meters Scaled)
 CP3197
 CP3197                          SUPERSEDED SURVEY CONTROL
 CP3197
 CP3197.No superseded survey control is available for this station.
 CP3197
 CP3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS506366(NAD 83)
 CP3197_MARKER: DD = SURVEY DISK
 CP3197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3197_SP_SET: HEADWALL
 CP3197_STAMPING: 62 V 28 1985
 CP3197_MARK LOGO: LADTD 
 CP3197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3197+STABILITY: SURFACE MOTION
 CP3197
 CP3197  HISTORY     - Date     Condition        Report By
 CP3197  HISTORY     - 1985     MONUMENTED       LADTD
 CP3197
 CP3197                          STATION DESCRIPTION
 CP3197
 CP3197'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3197'0.8 KM (0.5 MI) SOUTH FROM OAK GROVE.
 CP3197'0.8 KM (0.5 MI) SOUTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3197'GROVE TO THE BENCH MARK ON THE EAST SIDE OF STATE HIGHWAY 17 SET IN A
 CP3197'HEADWALL IN FRONT OF A GOODYEAR STORE, 28 METERS (92 FEET) SOUTH OF A
 CP3197'POWER POLE NUMBERED W-69.350, 5.3 METERS (17.5 FEET) EAST OF THE
 CP3197'CENTERLINE OF THE NORTH BOUND LANE OF STATE HIGHWAY 17 AND 2 METERS
 CP3197'(6.5 FEET) SOUTH OF THE CENTER OF A CULVERT.
 CP3197'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3198 ***********************************************************************
 CP3198  DESIGNATION -  62 V 29
 CP3198  PID         -  CP3198
 CP3198  STATE/COUNTY-  LA/WEST CARROLL
 CP3198  USGS QUAD   -  OAK GROVE (1988)
 CP3198
 CP3198                         *CURRENT SURVEY CONTROL
 CP3198  ___________________________________________________________________
 CP3198* NAD 83(1986)-  32 51 38.     (N)    091 23 11.     (W)     SCALED    
 CP3198* NAVD 88     -        36.681  (meters)     120.34   (feet)  ADJUSTED  
 CP3198  ___________________________________________________________________
 CP3198  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3198  DYNAMIC HT  -          36.641 (meters)     120.21  (feet)  COMP
 CP3198  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 CP3198
 CP3198  VERT ORDER  -  SECOND    CLASS I
 CP3198
 CP3198.The horizontal coordinates were scaled from a topographic map and have
 CP3198.an estimated accuracy of +/- 6 seconds.
 CP3198
 CP3198.The orthometric height was determined by differential leveling
 CP3198.and adjusted by the National Geodetic Survey in June 1991..
 CP3198
 CP3198.The geoid height was determined by GEOID03.
 CP3198
 CP3198.The dynamic height is computed by dividing the NAVD 88
 CP3198.geopotential number by the normal gravity value computed on the
 CP3198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3198.degrees latitude (g = 980.6199 gals.).
 CP3198
 CP3198.The modeled gravity was interpolated from observed gravity values.
 CP3198
 CP3198;                    North         East    Units  Estimated Accuracy
 CP3198;SPC LA N     -   262,280.    1,104,240.      MT  (+/- 180 meters Scaled)
 CP3198
 CP3198                          SUPERSEDED SURVEY CONTROL
 CP3198
 CP3198.No superseded survey control is available for this station.
 CP3198
 CP3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS509369(NAD 83)
 CP3198_MARKER: DD = SURVEY DISK
 CP3198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3198_SP_SET: CONCRETE POST
 CP3198_STAMPING: 62 V 29 1985
 CP3198_MARK LOGO: LADTD 
 CP3198_PROJECTION: RECESSED 5 CENTIMETERS
 CP3198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3198+STABILITY: SURFACE MOTION
 CP3198
 CP3198  HISTORY     - Date     Condition        Report By
 CP3198  HISTORY     - 1985     MONUMENTED       LADTD
 CP3198  HISTORY     - 1986     GOOD             LADTD
 CP3198
 CP3198                          STATION DESCRIPTION
 CP3198
 CP3198'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3198'IN OAK GROVE.
 CP3198'0.3 KM (0.2 MI) EAST ON STATE HIGHWAY 2 (EAST MAIN STREET) FROM THE
 CP3198'JUNCTION OF STATE HIGHWAYS 17 AND 2 TO THE BENCH MARK ON THE RIGHT
 CP3198'SET IN FRONT OF THE COURTHOUSE IN OAK GROVE, 27.9 METERS (91.5 FEET)
 CP3198'NORTH OF THE NORTHEAST CORNER OF THE COURTHOUSE NEAR A HANDICAPPED
 CP3198'RAMP, 17.7 METERS (58 FEET) WEST OF THE CENTERLINE OF SOUTH HORNER
 CP3198'STREET AND 16.6 METERS (54.5 FEET) SOUTH OF THE CENTERLINE OF STATE
 CP3198'HIGHWAY 2 (EAST MAIN STREET).
 CP3198'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
 CP3198
 CP3198                          STATION RECOVERY (1986)
 CP3198
 CP3198'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2472 ***********************************************************************
 CP2472  DESIGNATION -  62 V 3
 CP2472  PID         -  CP2472
 CP2472  STATE/COUNTY-  LA/WEST CARROLL
 CP2472  USGS QUAD   -  PIONEER (1986)
 CP2472
 CP2472                         *CURRENT SURVEY CONTROL
 CP2472  ___________________________________________________________________
 CP2472* NAD 83(1986)-  32 38 21.     (N)    091 27 57.     (W)     SCALED    
 CP2472* NAVD 88     -        30.711  (meters)     100.76   (feet)  ADJUSTED  
 CP2472  ___________________________________________________________________
 CP2472  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP2472  DYNAMIC HT  -          30.678 (meters)     100.65  (feet)  COMP
 CP2472  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 CP2472
 CP2472  VERT ORDER  -  SECOND    CLASS I
 CP2472
 CP2472.The horizontal coordinates were scaled from a topographic map and have
 CP2472.an estimated accuracy of +/- 6 seconds.
 CP2472
 CP2472.The orthometric height was determined by differential leveling
 CP2472.and adjusted by the National Geodetic Survey in June 1991..
 CP2472
 CP2472.The geoid height was determined by GEOID03.
 CP2472
 CP2472.The dynamic height is computed by dividing the NAVD 88
 CP2472.geopotential number by the normal gravity value computed on the
 CP2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2472.degrees latitude (g = 980.6199 gals.).
 CP2472
 CP2472.The modeled gravity was interpolated from observed gravity values.
 CP2472
 CP2472;                    North         East    Units  Estimated Accuracy
 CP2472;SPC LA N     -   237,650.    1,097,040.      MT  (+/- 180 meters Scaled)
 CP2472
 CP2472                          SUPERSEDED SURVEY CONTROL
 CP2472
 CP2472.No superseded survey control is available for this station.
 CP2472
 CP2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS439123(NAD 83)
 CP2472_MARKER: DB = BENCH MARK DISK
 CP2472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP2472_SP_SET: CONCRETE HEADWALL
 CP2472_STAMPING: 62 V 3 1985
 CP2472_MARK LOGO: LADTD 
 CP2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2472+STABILITY: SURFACE MOTION
 CP2472
 CP2472  HISTORY     - Date     Condition        Report By
 CP2472  HISTORY     - 1985     MONUMENTED       LADTD
 CP2472
 CP2472                          STATION DESCRIPTION
 CP2472
 CP2472'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2472'21.9 KM (13.6 MI) NORTH FROM DELHI.
 CP2472'ABOUT 21.9 KM (13.6 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2472'OFFICE IN DELHI TO THE BENCH MARK ON THE RIGHT SET IN A CONCRETE
 CP2472'HEADWALL, 4.9 METERS (16 FEET) EAST-NORTHEAST OF THE CENTERLINE OF
 CP2472'STATE HIGHWAY 17, 3.5 METERS (11.5 FEET) SOUTH-SOUTHWEST FROM THE
 CP2472'NORTH END OF THE HEADWALL AND 0.2 METERS (0.5 FEET) NORTH-NORTHEAST
 CP2472'FROM THE SOUTH END OF THE HEADWALL WHICH IS FLUSH WITH THE GROUND.
 CP2472'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 CP2472'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3200 ***********************************************************************
 CP3200  DESIGNATION -  62 V 30
 CP3200  PID         -  CP3200
 CP3200  STATE/COUNTY-  LA/WEST CARROLL
 CP3200  USGS QUAD   -  KILBOURNE (1988)
 CP3200
 CP3200                         *CURRENT SURVEY CONTROL
 CP3200  ___________________________________________________________________
 CP3200* NAD 83(1986)-  32 54 38.     (N)    091 21 36.     (W)     SCALED    
 CP3200* NAVD 88     -        33.090  (meters)     108.56   (feet)  ADJUSTED  
 CP3200  ___________________________________________________________________
 CP3200  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3200  DYNAMIC HT  -          33.054 (meters)     108.44  (feet)  COMP
 CP3200  MODELED GRAV-     979,555.3   (mgal)                       NAVD 88
 CP3200
 CP3200  VERT ORDER  -  SECOND    CLASS II
 CP3200
 CP3200.The horizontal coordinates were scaled from a topographic map and have
 CP3200.an estimated accuracy of +/- 6 seconds.
 CP3200
 CP3200.The orthometric height was determined by differential leveling
 CP3200.and adjusted by the National Geodetic Survey in June 1991..
 CP3200
 CP3200.The geoid height was determined by GEOID03.
 CP3200
 CP3200.The dynamic height is computed by dividing the NAVD 88
 CP3200.geopotential number by the normal gravity value computed on the
 CP3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3200.degrees latitude (g = 980.6199 gals.).
 CP3200
 CP3200.The modeled gravity was interpolated from observed gravity values.
 CP3200
 CP3200;                    North         East    Units  Estimated Accuracy
 CP3200;SPC LA N     -   267,850.    1,106,650.      MT  (+/- 180 meters Scaled)
 CP3200
 CP3200                          SUPERSEDED SURVEY CONTROL
 CP3200
 CP3200.No superseded survey control is available for this station.
 CP3200
 CP3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS533425(NAD 83)
 CP3200_MARKER: DD = SURVEY DISK
 CP3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3200_SP_SET: CONCRETE POST
 CP3200_STAMPING: 62 V 30 1985
 CP3200_MARK LOGO: LADTD 
 CP3200_PROJECTION: RECESSED 5 CENTIMETERS
 CP3200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3200+STABILITY: SURFACE MOTION
 CP3200
 CP3200  HISTORY     - Date     Condition        Report By
 CP3200  HISTORY     - 1985     MONUMENTED       LADTD
 CP3200
 CP3200                          STATION DESCRIPTION
 CP3200
 CP3200'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3200'6.6 KM (4.1 MI) NORTH FROM OAK GROVE.
 CP3200'6.6 KM (4.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3200'GROVE TO THE BENCH MARK ON THE RIGHT SET NEAR A GREEN IRON GATE, 17.7
 CP3200'METERS (58 FEET) EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 CP3200'17, 13 METERS (42.5 FEET) SOUTHWEST OF A POWER POLE NUMBERED 65, 6.9
 CP3200'METERS (21 FEET) SOUTH-SOUTHEAST OF THE SOUTH END OF A CORREGATED
 CP3200'METAL CULVERT AND 0.6 METERS (2 FEET) WEST-NORTHWEST OF A 5 STRAND
 CP3200'BARBED WIRE FENCE.
 CP3200'THE MARK IS 0.46 METERS  WNW FROM A WITNESS POST.
 CP3200'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3201 ***********************************************************************
 CP3201  DESIGNATION -  62 V 31
 CP3201  PID         -  CP3201
 CP3201  STATE/COUNTY-  LA/WEST CARROLL
 CP3201  USGS QUAD   -  KILBOURNE (1988)
 CP3201
 CP3201                         *CURRENT SURVEY CONTROL
 CP3201  ___________________________________________________________________
 CP3201* NAD 83(1986)-  32 55 27.     (N)    091 21 04.     (W)     SCALED    
 CP3201* NAVD 88     -        34.646  (meters)     113.67   (feet)  ADJUSTED  
 CP3201  ___________________________________________________________________
 CP3201  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP3201  DYNAMIC HT  -          34.608 (meters)     113.54  (feet)  COMP
 CP3201  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 CP3201
 CP3201  VERT ORDER  -  SECOND    CLASS II
 CP3201
 CP3201.The horizontal coordinates were scaled from a topographic map and have
 CP3201.an estimated accuracy of +/- 6 seconds.
 CP3201
 CP3201.The orthometric height was determined by differential leveling
 CP3201.and adjusted by the National Geodetic Survey in June 1991..
 CP3201
 CP3201.The geoid height was determined by GEOID03.
 CP3201
 CP3201.The dynamic height is computed by dividing the NAVD 88
 CP3201.geopotential number by the normal gravity value computed on the
 CP3201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3201.degrees latitude (g = 980.6199 gals.).
 CP3201
 CP3201.The modeled gravity was interpolated from observed gravity values.
 CP3201
 CP3201;                    North         East    Units  Estimated Accuracy
 CP3201;SPC LA N     -   269,360.    1,107,470.      MT  (+/- 180 meters Scaled)
 CP3201
 CP3201                          SUPERSEDED SURVEY CONTROL
 CP3201
 CP3201.No superseded survey control is available for this station.
 CP3201
 CP3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS541440(NAD 83)
 CP3201_MARKER: DD = SURVEY DISK
 CP3201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3201_SP_SET: CONCRETE POST
 CP3201_STAMPING: 62 V 31 1985
 CP3201_MARK LOGO: LADTD 
 CP3201_PROJECTION: RECESSED 3 CENTIMETERS
 CP3201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3201+STABILITY: SURFACE MOTION
 CP3201
 CP3201  HISTORY     - Date     Condition        Report By
 CP3201  HISTORY     - 1985     MONUMENTED       LADTD
 CP3201
 CP3201                          STATION DESCRIPTION
 CP3201
 CP3201'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3201'8.5 KM (5.3 MI) NORTH FROM OAK GROVE.
 CP3201'ABOUT 8.5 KM (5.3 MI) NORTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE
 CP3201'IN OAK GROVE TO THE BENCH MARK ON THE RIGHT SET NEAR A FENCE CORNER,
 CP3201'12.8 METERS (42 FEET) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 CP3201'17, 11.4 METERS (37.5 FEET) SOUTHWEST OF A POWER POLE NUMBERED 8,
 CP3201'10.1 METERS (33 FEET) NORTHWEST OF A 30 INCH PINE TREE AND 1.4 METERS
 CP3201'(4.5 FEET) NORTHWEST OF A FENCE CORNER.
 CP3201'THE MARK IS 1.07 METERS  NW FROM A WITNESS POST.
 CP3201'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3203 ***********************************************************************
 CP3203  DESIGNATION -  62 V 32
 CP3203  PID         -  CP3203
 CP3203  STATE/COUNTY-  LA/WEST CARROLL
 CP3203  USGS QUAD   -  KILBOURNE (1988)
 CP3203
 CP3203                         *CURRENT SURVEY CONTROL
 CP3203  ___________________________________________________________________
 CP3203* NAD 83(1986)-  32 56 17.     (N)    091 20 30.     (W)     SCALED    
 CP3203* NAVD 88     -        33.845  (meters)     111.04   (feet)  ADJUSTED  
 CP3203  ___________________________________________________________________
 CP3203  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP3203  DYNAMIC HT  -          33.808 (meters)     110.92  (feet)  COMP
 CP3203  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 CP3203
 CP3203  VERT ORDER  -  SECOND    CLASS II
 CP3203
 CP3203.The horizontal coordinates were scaled from a topographic map and have
 CP3203.an estimated accuracy of +/- 6 seconds.
 CP3203
 CP3203.The orthometric height was determined by differential leveling
 CP3203.and adjusted by the National Geodetic Survey in June 1991..
 CP3203
 CP3203.The geoid height was determined by GEOID03.
 CP3203
 CP3203.The dynamic height is computed by dividing the NAVD 88
 CP3203.geopotential number by the normal gravity value computed on the
 CP3203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3203.degrees latitude (g = 980.6199 gals.).
 CP3203
 CP3203.The modeled gravity was interpolated from observed gravity values.
 CP3203
 CP3203;                    North         East    Units  Estimated Accuracy
 CP3203;SPC LA N     -   270,910.    1,108,330.      MT  (+/- 180 meters Scaled)
 CP3203
 CP3203                          SUPERSEDED SURVEY CONTROL
 CP3203
 CP3203.No superseded survey control is available for this station.
 CP3203
 CP3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS550456(NAD 83)
 CP3203_MARKER: DD = SURVEY DISK
 CP3203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3203_SP_SET: CONCRETE POST
 CP3203_STAMPING: 62 V 32 1985
 CP3203_MARK LOGO: LADTD 
 CP3203_PROJECTION: PROJECTING 3 CENTIMETERS
 CP3203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3203+STABILITY: SURFACE MOTION
 CP3203
 CP3203  HISTORY     - Date     Condition        Report By
 CP3203  HISTORY     - 1985     MONUMENTED       LADTD
 CP3203
 CP3203                          STATION DESCRIPTION
 CP3203
 CP3203'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3203'9.8 KM (6 MI) NORTH FROM OAK GROVE.
 CP3203'9.8 KM (5.95 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3203'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE BENCH MARK ON THE EAST SIDE OF
 CP3203'STATE HIGHWAY 17, 21.9 METERS (72 FEET) EAST-SOUTHEAST OF A TELEPHONE
 CP3203'REPAIR BOX NUMBERED 15, 14.6 METERS (48 FEET) EAST-SOUTHEAST OF THE
 CP3203'CENTERLINE OF STATE HIGHWAY 17, 5.8 METERS (19 FEET) EAST OF THE
 CP3203'NORTH END OF A 20 INCH CONCRETE CULVERT AND 0.91 METERS (3 FEET)
 CP3203'WEST-NORTHWEST OF POWER POLE NUMBER 23.
 CP3203'THE MARK IS 0.61 METERS  WNW FROM A WITNESS POST.
 CP3203'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3206 ***********************************************************************
 CP3206  DESIGNATION -  62 V 33
 CP3206  PID         -  CP3206
 CP3206  STATE/COUNTY-  LA/WEST CARROLL
 CP3206  USGS QUAD   -  KILBOURNE (1988)
 CP3206
 CP3206                         *CURRENT SURVEY CONTROL
 CP3206  ___________________________________________________________________
 CP3206* NAD 83(1986)-  32 57 10.     (N)    091 20 02.     (W)     SCALED    
 CP3206* NAVD 88     -        34.275  (meters)     112.45   (feet)  ADJUSTED  
 CP3206  ___________________________________________________________________
 CP3206  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3206  DYNAMIC HT  -          34.238 (meters)     112.33  (feet)  COMP
 CP3206  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 CP3206
 CP3206  VERT ORDER  -  SECOND    CLASS II
 CP3206
 CP3206.The horizontal coordinates were scaled from a topographic map and have
 CP3206.an estimated accuracy of +/- 6 seconds.
 CP3206
 CP3206.The orthometric height was determined by differential leveling
 CP3206.and adjusted by the National Geodetic Survey in June 1991..
 CP3206
 CP3206.The geoid height was determined by GEOID03.
 CP3206
 CP3206.The dynamic height is computed by dividing the NAVD 88
 CP3206.geopotential number by the normal gravity value computed on the
 CP3206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3206.degrees latitude (g = 980.6199 gals.).
 CP3206
 CP3206.The modeled gravity was interpolated from observed gravity values.
 CP3206
 CP3206;                    North         East    Units  Estimated Accuracy
 CP3206;SPC LA N     -   272,560.    1,109,040.      MT  (+/- 180 meters Scaled)
 CP3206
 CP3206                          SUPERSEDED SURVEY CONTROL
 CP3206
 CP3206.No superseded survey control is available for this station.
 CP3206
 CP3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS557472(NAD 83)
 CP3206_MARKER: DD = SURVEY DISK
 CP3206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3206_SP_SET: CONCRETE POST
 CP3206_STAMPING: 62 V 33 1985
 CP3206_MARK LOGO: LADTD 
 CP3206_PROJECTION: RECESSED 3 CENTIMETERS
 CP3206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3206+STABILITY: SURFACE MOTION
 CP3206
 CP3206  HISTORY     - Date     Condition        Report By
 CP3206  HISTORY     - 1985     MONUMENTED       LADTD
 CP3206
 CP3206                          STATION DESCRIPTION
 CP3206
 CP3206'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3206'11.5 KM (7.1 MI) NORTH FROM OAK GROVE.
 CP3206'11.5 KM (7.15 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION
 CP3206'OF STATE HIGHWAYS 17 AND 2 IN OAK GROVE TO THE BENCH MARK ON THE EAST
 CP3206'SIDE OF THE HIGHWAY, 19.8 METERS (65 FEET) NORTH OF A POWER POLE,
 CP3206'14.3 METERS (47 FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY 17 AND
 CP3206'7.8 METERS (25.5 FEET) NORTH OF THE CENTER OF A GRAVEL DRIVE LEADING
 CP3206'TO A CEDAR HOUSE OWNED BY DAVID BEDENBENDER.
 CP3206'THE MARK IS 18.7 METERS  N FROM A WITNESS POST.
 CP3206'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3212 ***********************************************************************
 CP3212  DESIGNATION -  62 V 34
 CP3212  PID         -  CP3212
 CP3212  STATE/COUNTY-  LA/WEST CARROLL
 CP3212  USGS QUAD   -  KILBOURNE (1988)
 CP3212
 CP3212                         *CURRENT SURVEY CONTROL
 CP3212  ___________________________________________________________________
 CP3212* NAD 83(1986)-  32 58 34.     (N)    091 18 40.     (W)     SCALED    
 CP3212* NAVD 88     -        41.111  (meters)     134.88   (feet)  ADJUSTED  
 CP3212  ___________________________________________________________________
 CP3212  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP3212  DYNAMIC HT  -          41.067 (meters)     134.73  (feet)  COMP
 CP3212  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 CP3212
 CP3212  VERT ORDER  -  SECOND    CLASS II
 CP3212
 CP3212.The horizontal coordinates were scaled from a topographic map and have
 CP3212.an estimated accuracy of +/- 6 seconds.
 CP3212
 CP3212.The orthometric height was determined by differential leveling
 CP3212.and adjusted by the National Geodetic Survey in June 1991..
 CP3212
 CP3212.The geoid height was determined by GEOID03.
 CP3212
 CP3212.The dynamic height is computed by dividing the NAVD 88
 CP3212.geopotential number by the normal gravity value computed on the
 CP3212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3212.degrees latitude (g = 980.6199 gals.).
 CP3212
 CP3212.The modeled gravity was interpolated from observed gravity values.
 CP3212
 CP3212;                    North         East    Units  Estimated Accuracy
 CP3212;SPC LA N     -   275,170.    1,111,140.      MT  (+/- 180 meters Scaled)
 CP3212
 CP3212                          SUPERSEDED SURVEY CONTROL
 CP3212
 CP3212.No superseded survey control is available for this station.
 CP3212
 CP3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS578499(NAD 83)
 CP3212_MARKER: DD = SURVEY DISK
 CP3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3212_SP_SET: CONCRETE POST
 CP3212_STAMPING: 62 V 34 1985
 CP3212_MARK LOGO: LADTD 
 CP3212_PROJECTION: RECESSED 5 CENTIMETERS
 CP3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3212+STABILITY: SURFACE MOTION
 CP3212
 CP3212  HISTORY     - Date     Condition        Report By
 CP3212  HISTORY     - 1985     MONUMENTED       LADTD
 CP3212
 CP3212                          STATION DESCRIPTION
 CP3212
 CP3212'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3212'15.9 KM (9.9 MI) NORTH FROM OAK GROVE.
 CP3212'14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3212'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE HIGHWAYS 17
 CP3212'AND 880, THENCE EAST (RIGHT) ON STATE HIGHWAY 880 FOR 1.3 KM (0.8 MI)
 CP3212'TO THE BENCH MARK ON THE SOUTH SIDE OF STATE HIGHWAY 880 SET NEAR THE
 CP3212'RESIDENCE OF CLINTON ASHLEY, 12.2 METERS (40 FEET) SOUTH OF THE
 CP3212'CENTERLINE OF STATE HIGHWAY 880, 10.5 METERS (34.5 FEET) WEST-
 CP3212'NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FRAME HOUSE, 1.7 METERS
 CP3212'(5.5 FEET) WEST-NORTHWEST OF A FENCE CORNER AND 0.46 METERS (1.5
 CP3212'FEET) NORTH OF A BARBED WIRE FENCE.
 CP3212'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 CP3212'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3217 ***********************************************************************
 CP3217  DESIGNATION -  62 V 35
 CP3217  PID         -  CP3217
 CP3217  STATE/COUNTY-  LA/WEST CARROLL
 CP3217  USGS QUAD   -  KILBOURNE (1988)
 CP3217
 CP3217                         *CURRENT SURVEY CONTROL
 CP3217  ___________________________________________________________________
 CP3217* NAD 83(1986)-  32 59 31.     (N)    091 18 04.     (W)     SCALED    
 CP3217* NAVD 88     -        38.563  (meters)     126.52   (feet)  ADJUSTED  
 CP3217  ___________________________________________________________________
 CP3217  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP3217  DYNAMIC HT  -          38.521 (meters)     126.38  (feet)  COMP
 CP3217  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 CP3217
 CP3217  VERT ORDER  -  SECOND    CLASS I
 CP3217
 CP3217.The horizontal coordinates were scaled from a topographic map and have
 CP3217.an estimated accuracy of +/- 6 seconds.
 CP3217
 CP3217.The orthometric height was determined by differential leveling
 CP3217.and adjusted by the National Geodetic Survey in June 1991..
 CP3217
 CP3217.The geoid height was determined by GEOID03.
 CP3217
 CP3217.The dynamic height is computed by dividing the NAVD 88
 CP3217.geopotential number by the normal gravity value computed on the
 CP3217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3217.degrees latitude (g = 980.6199 gals.).
 CP3217
 CP3217.The modeled gravity was interpolated from observed gravity values.
 CP3217
 CP3217;                    North         East    Units  Estimated Accuracy
 CP3217;SPC LA N     -   276,930.    1,112,060.      MT  (+/- 180 meters Scaled)
 CP3217
 CP3217                          SUPERSEDED SURVEY CONTROL
 CP3217
 CP3217.No superseded survey control is available for this station.
 CP3217
 CP3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS587516(NAD 83)
 CP3217_MARKER: DB = BENCH MARK DISK
 CP3217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3217_SP_SET: CONCRETE POST
 CP3217_STAMPING: 62V35 1985
 CP3217_MARK LOGO: LADTD 
 CP3217_PROJECTION: RECESSED 5 CENTIMETERS
 CP3217_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP3217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3217+STABILITY: SURFACE MOTION
 CP3217
 CP3217  HISTORY     - Date     Condition        Report By
 CP3217  HISTORY     - 1985     MONUMENTED       LADTD
 CP3217  HISTORY     - 19870715 GOOD             LADTD
 CP3217
 CP3217                          STATION DESCRIPTION
 CP3217
 CP3217'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3217'19.2 KM (11.9 MI) NE FROM OAK GROVE.
 CP3217'ABOUT 14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF
 CP3217'STATE HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE
 CP3217'HIGHWAYS 17 AND 880, THENCE EASTERLY TO A CURVE IN THE ROAD THEN
 CP3217'NORTHERLY FOR 4.2 KM (2.6 MI) ON STATE HIGHWAY 880 TO THE JUNCTION OF
 CP3217'STATE HIGHWAYS 880 AND 585, THENCE WEST (LEFT) ON STATE HIGHWAY 585
 CP3217'FOR 0.04 KM (0.15 MI) TO THE BENCH MARK ON THE SOUTH SIDE OF THE
 CP3217'HIGHWAY SET NEAR THE RESIDENCE OF J T NEAL, 27.4 METERS (90 FEET)
 CP3217'EAST OF THE NORTHEAST CORNER OF A BRICK RESIDENCE, 17.7 METERS (58
 CP3217'FEET) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 585, 11.6 METERS
 CP3217'(38 FEET) SOUTHWEST OF THE SOUTHWEST END OF A 24-INCH CONCRETE
 CP3217'CULVERT AND 2.7 METERS (9 FEET) SOUTHEAST OF A 6-INCH SYCAMORE TREE.
 CP3217'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 CP3217'THE MARK IS 0.31 M BELOW THE HIGHWAY.
 CP3217
 CP3217                          STATION RECOVERY (1987)
 CP3217
 CP3217'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP3217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3222 ***********************************************************************
 CP3222  DESIGNATION -  62 V 36
 CP3222  PID         -  CP3222
 CP3222  STATE/COUNTY-  LA/WEST CARROLL
 CP3222  USGS QUAD   -  KILBOURNE (1988)
 CP3222
 CP3222                         *CURRENT SURVEY CONTROL
 CP3222  ___________________________________________________________________
 CP3222* NAD 83(1986)-  32 59 53.     (N)    091 19 09.     (W)     SCALED    
 CP3222* NAVD 88     -        36.407  (meters)     119.45   (feet)  ADJUSTED  
 CP3222  ___________________________________________________________________
 CP3222  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3222  DYNAMIC HT  -          36.367 (meters)     119.31  (feet)  COMP
 CP3222  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 CP3222
 CP3222  VERT ORDER  -  SECOND    CLASS II
 CP3222
 CP3222.The horizontal coordinates were scaled from a topographic map and have
 CP3222.an estimated accuracy of +/- 6 seconds.
 CP3222
 CP3222.The orthometric height was determined by differential leveling
 CP3222.and adjusted by the National Geodetic Survey in June 1991..
 CP3222
 CP3222.The geoid height was determined by GEOID03.
 CP3222
 CP3222.The dynamic height is computed by dividing the NAVD 88
 CP3222.geopotential number by the normal gravity value computed on the
 CP3222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3222.degrees latitude (g = 980.6199 gals.).
 CP3222
 CP3222.The modeled gravity was interpolated from observed gravity values.
 CP3222
 CP3222;                    North         East    Units  Estimated Accuracy
 CP3222;SPC LA N     -   277,590.    1,110,360.      MT  (+/- 180 meters Scaled)
 CP3222
 CP3222                          SUPERSEDED SURVEY CONTROL
 CP3222
 CP3222.No superseded survey control is available for this station.
 CP3222
 CP3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS570523(NAD 83)
 CP3222_MARKER: DD = SURVEY DISK
 CP3222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3222_SP_SET: CONCRETE POST
 CP3222_STAMPING: 62 V 36 1985
 CP3222_MARK LOGO: LADTD 
 CP3222_PROJECTION: RECESSED 3 CENTIMETERS
 CP3222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3222+STABILITY: SURFACE MOTION
 CP3222
 CP3222  HISTORY     - Date     Condition        Report By
 CP3222  HISTORY     - 1985     MONUMENTED       LADTD
 CP3222
 CP3222                          STATION DESCRIPTION
 CP3222
 CP3222'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3222'0.8 KM (0.5 MI) WEST FROM KILBOURNE.
 CP3222'0.8 KM (0.5 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3222'STATE HIGHWAYS 585 AND 17 AT KILBOURNE TO THE BENCH MARK SET ON THE
 CP3222'SOUTH SIDE OF STATE HIGHWAY 585 IN FRONT OF KILBOURNE SCHOOL, 22.5
 CP3222'METERS (74 FEET) SOUTH OF STATE HIGHWAY 585, 18.4 METERS (60.5 FEET)
 CP3222'WEST-SOUTHWEST OF A POWER POLE WITH 2 TRANSFORMERS AND 13.6 METERS
 CP3222'(44.5 FEET) NORTH OF THE NORTHEAST CORNER OF THE MAIN BUILDING OF THE
 CP3222'KILBOURNE HIGH SCHOOL.
 CP3222'THE MARK IS 2.9 METERS  ENE FROM  POWER POLE WITH A LIGHT
 CP3222'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3223 ***********************************************************************
 CP3223  DESIGNATION -  62 V 37
 CP3223  PID         -  CP3223
 CP3223  STATE/COUNTY-  LA/WEST CARROLL
 CP3223  USGS QUAD   -  KILBOURNE (1988)
 CP3223
 CP3223                         *CURRENT SURVEY CONTROL
 CP3223  ___________________________________________________________________
 CP3223* NAD 83(1986)-  32 59 39.     (N)    091 20 02.     (W)     SCALED    
 CP3223* NAVD 88     -        34.535  (meters)     113.30   (feet)  ADJUSTED  
 CP3223  ___________________________________________________________________
 CP3223  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP3223  DYNAMIC HT  -          34.498 (meters)     113.18  (feet)  COMP
 CP3223  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 CP3223
 CP3223  VERT ORDER  -  SECOND    CLASS II
 CP3223
 CP3223.The horizontal coordinates were scaled from a topographic map and have
 CP3223.an estimated accuracy of +/- 6 seconds.
 CP3223
 CP3223.The orthometric height was determined by differential leveling
 CP3223.and adjusted by the National Geodetic Survey in June 1991..
 CP3223
 CP3223.The geoid height was determined by GEOID03.
 CP3223
 CP3223.The dynamic height is computed by dividing the NAVD 88
 CP3223.geopotential number by the normal gravity value computed on the
 CP3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3223.degrees latitude (g = 980.6199 gals.).
 CP3223
 CP3223.The modeled gravity was interpolated from observed gravity values.
 CP3223
 CP3223;                    North         East    Units  Estimated Accuracy
 CP3223;SPC LA N     -   277,150.    1,108,990.      MT  (+/- 180 meters Scaled)
 CP3223
 CP3223                          SUPERSEDED SURVEY CONTROL
 CP3223
 CP3223.No superseded survey control is available for this station.
 CP3223
 CP3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS556518(NAD 83)
 CP3223_MARKER: DD = SURVEY DISK
 CP3223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3223_SP_SET: CONCRETE POST
 CP3223_STAMPING: 62 V 37 1985
 CP3223_MARK LOGO: LADTD 
 CP3223_PROJECTION: RECESSED 3 CENTIMETERS
 CP3223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3223+STABILITY: SURFACE MOTION
 CP3223
 CP3223  HISTORY     - Date     Condition        Report By
 CP3223  HISTORY     - 1985     MONUMENTED       LADTD
 CP3223
 CP3223                          STATION DESCRIPTION
 CP3223
 CP3223'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3223'2.3 KM (1.4 MI) WEST FROM KILBOURNE.
 CP3223'2.3 KM (1.4 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3223'STATE HIGHWAYS 585 AND 17 AT KILBOURNE TO THE BENCH MARK SET ON THE
 CP3223'NORTH SIDE OF STATE HIGHWAY 585 IN FRONT OF A TAN BRICK CHURCH, 46
 CP3223'METERS (151 FEET) SOUTH OF THE SOUTHWEST CORNER OF A BRICK CHURCH,
 CP3223'28.9 METERS (95 FEET) NORTHWEST OF THE CENTER OF STATE HIGHWAY 585,
 CP3223'28.8 METERS (94.5 FEET) SOUTH OF A POWER POLE WITH A SECURITY LIGHT
 CP3223'AND 7.8 METERS (25.5 FEET) WEST-NORTHWEST OF A 30-INCH OAK TREE.
 CP3223'THE MARK IS 1.10 METERS  ENE FROM A WITNESS POST.
 CP3223'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3224 ***********************************************************************
 CP3224  DESIGNATION -  62 V 38
 CP3224  PID         -  CP3224
 CP3224  STATE/COUNTY-  LA/WEST CARROLL
 CP3224  USGS QUAD   -  KILBOURNE (1988)
 CP3224
 CP3224                         *CURRENT SURVEY CONTROL
 CP3224  ___________________________________________________________________
 CP3224* NAD 83(1986)-  32 59 21.     (N)    091 21 03.     (W)     SCALED    
 CP3224* NAVD 88     -        34.621  (meters)     113.59   (feet)  ADJUSTED  
 CP3224  ___________________________________________________________________
 CP3224  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3224  DYNAMIC HT  -          34.584 (meters)     113.46  (feet)  COMP
 CP3224  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 CP3224
 CP3224  VERT ORDER  -  SECOND    CLASS II
 CP3224
 CP3224.The horizontal coordinates were scaled from a topographic map and have
 CP3224.an estimated accuracy of +/- 6 seconds.
 CP3224
 CP3224.The orthometric height was determined by differential leveling
 CP3224.and adjusted by the National Geodetic Survey in June 1991..
 CP3224
 CP3224.The geoid height was determined by GEOID03.
 CP3224
 CP3224.The dynamic height is computed by dividing the NAVD 88
 CP3224.geopotential number by the normal gravity value computed on the
 CP3224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3224.degrees latitude (g = 980.6199 gals.).
 CP3224
 CP3224.The modeled gravity was interpolated from observed gravity values.
 CP3224
 CP3224;                    North         East    Units  Estimated Accuracy
 CP3224;SPC LA N     -   276,570.    1,107,410.      MT  (+/- 180 meters Scaled)
 CP3224
 CP3224                          SUPERSEDED SURVEY CONTROL
 CP3224
 CP3224.No superseded survey control is available for this station.
 CP3224
 CP3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS540512(NAD 83)
 CP3224_MARKER: DD = SURVEY DISK
 CP3224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3224_SP_SET: CONCRETE POST
 CP3224_STAMPING: 62 V 38 1985
 CP3224_MARK LOGO: LADTD 
 CP3224_PROJECTION: RECESSED 5 CENTIMETERS
 CP3224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3224+STABILITY: SURFACE MOTION
 CP3224
 CP3224  HISTORY     - Date     Condition        Report By
 CP3224  HISTORY     - 1985     MONUMENTED       LADTD
 CP3224
 CP3224                          STATION DESCRIPTION
 CP3224
 CP3224'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3224'4 KM (2.5 MI) WEST FROM KILBOURNE.
 CP3224'4 KM (2.5 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3224'STATE HIGHWAYS 585 AND 17 AT KILBOURNE TO THE BENCH MARK SET ON THE
 CP3224'SOUTH SIDE OF STATE HIGHWAY 585 NEAR A BRICK HOME BELONGING TO L.
 CP3224'STEPHENE, 16.3 METERS (53.5 FEET) SOUTH OF THE CENTER OF STATE HIGHWAY
 CP3224'585, 15.8 METERS (52 FEET) WEST OF A DRIVEWAY LEADING TO THE A
 CP3224'RESIDENCE, 7.8 METERS (25.5 FEET) SOUTH-SOUTHEAST OF THE EAST END OF A
 CP3224'18-INCH METAL CULVERT AND 2.9 METERS (9.5 FEET) SOUTH-SOUTHEAST OF A
 CP3224'POWER POLE WITH ONE TRANSFORMER.
 CP3224'THE MARK IS 1.98 METERS  E FROM A WITNESS POST.
 CP3224'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3225 ***********************************************************************
 CP3225  DESIGNATION -  62 V 39
 CP3225  PID         -  CP3225
 CP3225  STATE/COUNTY-  LA/WEST CARROLL
 CP3225  USGS QUAD   -  KILBOURNE (1988)
 CP3225
 CP3225                         *CURRENT SURVEY CONTROL
 CP3225  ___________________________________________________________________
 CP3225* NAD 83(1986)-  32 59 03.     (N)    091 21 58.     (W)     SCALED    
 CP3225* NAVD 88     -        35.223  (meters)     115.56   (feet)  ADJUSTED  
 CP3225  ___________________________________________________________________
 CP3225  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP3225  DYNAMIC HT  -          35.185 (meters)     115.44  (feet)  COMP
 CP3225  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 CP3225
 CP3225  VERT ORDER  -  SECOND    CLASS II
 CP3225
 CP3225.The horizontal coordinates were scaled from a topographic map and have
 CP3225.an estimated accuracy of +/- 6 seconds.
 CP3225
 CP3225.The orthometric height was determined by differential leveling
 CP3225.and adjusted by the National Geodetic Survey in June 1991..
 CP3225
 CP3225.The geoid height was determined by GEOID03.
 CP3225
 CP3225.The dynamic height is computed by dividing the NAVD 88
 CP3225.geopotential number by the normal gravity value computed on the
 CP3225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3225.degrees latitude (g = 980.6199 gals.).
 CP3225
 CP3225.The modeled gravity was interpolated from observed gravity values.
 CP3225
 CP3225;                    North         East    Units  Estimated Accuracy
 CP3225;SPC LA N     -   276,000.    1,105,990.      MT  (+/- 180 meters Scaled)
 CP3225
 CP3225                          SUPERSEDED SURVEY CONTROL
 CP3225
 CP3225.No superseded survey control is available for this station.
 CP3225
 CP3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS526507(NAD 83)
 CP3225_MARKER: DD = SURVEY DISK
 CP3225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3225_SP_SET: CONCRETE POST
 CP3225_STAMPING: 62 V 39 1985
 CP3225_MARK LOGO: LADTD 
 CP3225_PROJECTION: FLUSH
 CP3225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3225+STABILITY: SURFACE MOTION
 CP3225
 CP3225  HISTORY     - Date     Condition        Report By
 CP3225  HISTORY     - 1985     MONUMENTED       LADTD
 CP3225
 CP3225                          STATION DESCRIPTION
 CP3225
 CP3225'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3225'5.6 KM (3.5 MI) WEST FROM KILBOURNE.
 CP3225'5.6 KM (3.5 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3225'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE BENCH MARK SET ON THE
 CP3225'SOUTH SIDE OF STATE HIGHWAY 585 NORTHEAST OF A BROWN TRAILER, 11.7
 CP3225'METERS (38.5 FEET) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2.74
 CP3225'METERS (9 FEET) EAST-NORTHEAST OF A FARM ROAD LEADING TO AN OLD
 CP3225'ABANDONED HOUSE, 1.98 METERS (6.5 FEET) WEST-SOUTHWEST OF A POWER POLE
 CP3225'WITH A GUY WIRE AND 1.98 METERS (6.5 FEET) SOUTH OF A 15-INCH CEMENT
 CP3225'CULVERT.
 CP3225'THE MARK IS 0.46 METERS  WSW FROM A WITNESS POST.
 CP3225'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2473 ***********************************************************************
 CP2473  DESIGNATION -  62 V 4
 CP2473  PID         -  CP2473
 CP2473  STATE/COUNTY-  LA/WEST CARROLL
 CP2473  USGS QUAD   -  PIONEER (1986)
 CP2473
 CP2473                         *CURRENT SURVEY CONTROL
 CP2473  ___________________________________________________________________
 CP2473* NAD 83(1986)-  32 39 09.     (N)    091 27 47.     (W)     SCALED    
 CP2473* NAVD 88     -        30.071  (meters)      98.66   (feet)  ADJUSTED  
 CP2473  ___________________________________________________________________
 CP2473  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2473  DYNAMIC HT  -          30.038 (meters)      98.55  (feet)  COMP
 CP2473  MODELED GRAV-     979,545.1   (mgal)                       NAVD 88
 CP2473
 CP2473  VERT ORDER  -  SECOND    CLASS I
 CP2473
 CP2473.The horizontal coordinates were scaled from a topographic map and have
 CP2473.an estimated accuracy of +/- 6 seconds.
 CP2473
 CP2473.The orthometric height was determined by differential leveling
 CP2473.and adjusted by the National Geodetic Survey in June 1991..
 CP2473
 CP2473.The geoid height was determined by GEOID03.
 CP2473
 CP2473.The dynamic height is computed by dividing the NAVD 88
 CP2473.geopotential number by the normal gravity value computed on the
 CP2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2473.degrees latitude (g = 980.6199 gals.).
 CP2473
 CP2473.The modeled gravity was interpolated from observed gravity values.
 CP2473
 CP2473;                    North         East    Units  Estimated Accuracy
 CP2473;SPC LA N     -   239,130.    1,097,280.      MT  (+/- 180 meters Scaled)
 CP2473
 CP2473                          SUPERSEDED SURVEY CONTROL
 CP2473
 CP2473.No superseded survey control is available for this station.
 CP2473
 CP2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS441138(NAD 83)
 CP2473_MARKER: DB = BENCH MARK DISK
 CP2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2473_SP_SET: CONCRETE POST
 CP2473_STAMPING: 62 V 4 1985
 CP2473_MARK LOGO: LADTD 
 CP2473_PROJECTION: FLUSH
 CP2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2473+STABILITY: SURFACE MOTION
 CP2473
 CP2473  HISTORY     - Date     Condition        Report By
 CP2473  HISTORY     - 1985     MONUMENTED       LADTD
 CP2473
 CP2473                          STATION DESCRIPTION
 CP2473
 CP2473'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2473'23.3 KM (14.5 MI) NORTH FROM DELHI.
 CP2473'ABOUT 23.3 KM (14.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2473'OFFICE IN DELHI TO THE BENCH MARK ON THE LEFT BY A TREE LINE, 16.9
 CP2473'METERS (55.5 FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY 17 AND
 CP2473'12.2 METERS (40 FEET) SOUTHWEST OF A POWER POLE.
 CP2473'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CP2473'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3226 ***********************************************************************
 CP3226  DESIGNATION -  62 V 40
 CP3226  PID         -  CP3226
 CP3226  STATE/COUNTY-  LA/WEST CARROLL
 CP3226  USGS QUAD   -  FISKE (1988)
 CP3226
 CP3226                         *CURRENT SURVEY CONTROL
 CP3226  ___________________________________________________________________
 CP3226* NAD 83(1986)-  32 58 58.     (N)    091 23 02.     (W)     SCALED    
 CP3226* NAVD 88     -        32.779  (meters)     107.54   (feet)  ADJUSTED  
 CP3226  ___________________________________________________________________
 CP3226  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP3226  DYNAMIC HT  -          32.744 (meters)     107.43  (feet)  COMP
 CP3226  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 CP3226
 CP3226  VERT ORDER  -  SECOND    CLASS II
 CP3226
 CP3226.The horizontal coordinates were scaled from a topographic map and have
 CP3226.an estimated accuracy of +/- 6 seconds.
 CP3226
 CP3226.The orthometric height was determined by differential leveling
 CP3226.and adjusted by the National Geodetic Survey in June 1991..
 CP3226
 CP3226.The geoid height was determined by GEOID03.
 CP3226
 CP3226.The dynamic height is computed by dividing the NAVD 88
 CP3226.geopotential number by the normal gravity value computed on the
 CP3226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3226.degrees latitude (g = 980.6199 gals.).
 CP3226
 CP3226.The modeled gravity was interpolated from observed gravity values.
 CP3226
 CP3226;                    North         East    Units  Estimated Accuracy
 CP3226;SPC LA N     -   275,830.    1,104,330.      MT  (+/- 180 meters Scaled)
 CP3226
 CP3226                          SUPERSEDED SURVEY CONTROL
 CP3226
 CP3226.No superseded survey control is available for this station.
 CP3226
 CP3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS510505(NAD 83)
 CP3226_MARKER: DD = SURVEY DISK
 CP3226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3226_SP_SET: CONCRETE POST
 CP3226_STAMPING: 62 V 40 1985
 CP3226_MARK LOGO: LADTD 
 CP3226_PROJECTION: RECESSED 3 CENTIMETERS
 CP3226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3226+STABILITY: SURFACE MOTION
 CP3226
 CP3226  HISTORY     - Date     Condition        Report By
 CP3226  HISTORY     - 1985     MONUMENTED       LADTD
 CP3226
 CP3226                          STATION DESCRIPTION
 CP3226
 CP3226'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3226'7.5 KM (4.7 MI) WEST FROM KILBOURNE.
 CP3226'7.5 KM (4.65 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3226'STATE HIGHWAYS 585 AND 17 AT KILBOURNE TO THE BENCH MARK SET ON THE
 CP3226'NORTH SIDE OF STATE HIGHWAY 585 NEAR ROUGES STORE, 17.2 METERS
 CP3226'(56.5 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF ROUGES STORE,
 CP3226'13.4 METERS (44 FEET) NORTH OF THE CENTER OF STATE HIGHWAY 585, 4.1
 CP3226'METERS (13.5 FEET) NORTHEAST OF A POWER POLE WITH A SECURITY LIGHT AND
 CP3226'3.5 METERS (11.5 FEET) NORTHEAST OF A TELEPHONE REPAIR BOX.
 CP3226'THE MARK IS 2.13 METERS  N FROM A WITNESS POST.
 CP3226'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3227 ***********************************************************************
 CP3227  DESIGNATION -  62 V 41
 CP3227  PID         -  CP3227
 CP3227  STATE/COUNTY-  LA/WEST CARROLL
 CP3227  USGS QUAD   -  FISKE (1988)
 CP3227
 CP3227                         *CURRENT SURVEY CONTROL
 CP3227  ___________________________________________________________________
 CP3227* NAD 83(1986)-  32 58 55.     (N)    091 24 04.     (W)     SCALED    
 CP3227* NAVD 88     -        31.782  (meters)     104.27   (feet)  ADJUSTED  
 CP3227  ___________________________________________________________________
 CP3227  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3227  DYNAMIC HT  -          31.748 (meters)     104.16  (feet)  COMP
 CP3227  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 CP3227
 CP3227  VERT ORDER  -  SECOND    CLASS II
 CP3227
 CP3227.The horizontal coordinates were scaled from a topographic map and have
 CP3227.an estimated accuracy of +/- 6 seconds.
 CP3227
 CP3227.The orthometric height was determined by differential leveling
 CP3227.and adjusted by the National Geodetic Survey in June 1991..
 CP3227
 CP3227.The geoid height was determined by GEOID03.
 CP3227
 CP3227.The dynamic height is computed by dividing the NAVD 88
 CP3227.geopotential number by the normal gravity value computed on the
 CP3227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3227.degrees latitude (g = 980.6199 gals.).
 CP3227
 CP3227.The modeled gravity was interpolated from observed gravity values.
 CP3227
 CP3227;                    North         East    Units  Estimated Accuracy
 CP3227;SPC LA N     -   275,720.    1,102,720.      MT  (+/- 180 meters Scaled)
 CP3227
 CP3227                          SUPERSEDED SURVEY CONTROL
 CP3227
 CP3227.No superseded survey control is available for this station.
 CP3227
 CP3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS494504(NAD 83)
 CP3227_MARKER: DD = SURVEY DISK
 CP3227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3227_SP_SET: CONCRETE POST
 CP3227_STAMPING: 62 V 41 1985
 CP3227_MARK LOGO: LADTD 
 CP3227_PROJECTION: RECESSED 5 CENTIMETERS
 CP3227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3227+STABILITY: SURFACE MOTION
 CP3227
 CP3227  HISTORY     - Date     Condition        Report By
 CP3227  HISTORY     - 1985     MONUMENTED       LADTD
 CP3227
 CP3227                          STATION DESCRIPTION
 CP3227
 CP3227'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3227'9 KM (5.6 MI) WEST FROM KILBOURNE.
 CP3227'9 KM (5.6 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3227'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE BENCH MARK ON THE SOUTH
 CP3227'SIDE OF STATE HIGHWAY 585 SET NEAR A POWER POLE, 28 METERS (92 FEET)
 CP3227'NORTHWEST OF A BRICK HOME, 12.8 METERS (42 FEET) SOUTH-SOUTHEAST OF
 CP3227'THE CENTER OF STATE HIGHWAY 585, 5.9 METERS (9.5 FEET) SOUTH-
 CP3227'SOUTHWEST OF THE SOUTHWEST END OF A 18-INCH CONCRETE CULVERT AND
 CP3227'0.76 METERS (2.5 FEET) NORTH-NORTHWEST OF A POWER POLE.
 CP3227'THE MARK IS 0.45 METERS  SSE FROM A WITNESS POST.
 CP3227'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3228 ***********************************************************************
 CP3228  DESIGNATION -  62 V 42
 CP3228  PID         -  CP3228
 CP3228  STATE/COUNTY-  LA/WEST CARROLL
 CP3228  USGS QUAD   -  FISKE (1988)
 CP3228
 CP3228                         *CURRENT SURVEY CONTROL
 CP3228  ___________________________________________________________________
 CP3228* NAD 83(1986)-  32 58 49.     (N)    091 25 14.     (W)     SCALED    
 CP3228* NAVD 88     -        32.404  (meters)     106.31   (feet)  ADJUSTED  
 CP3228  ___________________________________________________________________
 CP3228  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP3228  DYNAMIC HT  -          32.369 (meters)     106.20  (feet)  COMP
 CP3228  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 CP3228
 CP3228  VERT ORDER  -  SECOND    CLASS II
 CP3228
 CP3228.The horizontal coordinates were scaled from a topographic map and have
 CP3228.an estimated accuracy of +/- 6 seconds.
 CP3228
 CP3228.The orthometric height was determined by differential leveling
 CP3228.and adjusted by the National Geodetic Survey in June 1991..
 CP3228
 CP3228.The geoid height was determined by GEOID03.
 CP3228
 CP3228.The dynamic height is computed by dividing the NAVD 88
 CP3228.geopotential number by the normal gravity value computed on the
 CP3228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3228.degrees latitude (g = 980.6199 gals.).
 CP3228
 CP3228.The modeled gravity was interpolated from observed gravity values.
 CP3228
 CP3228;                    North         East    Units  Estimated Accuracy
 CP3228;SPC LA N     -   275,520.    1,100,910.      MT  (+/- 180 meters Scaled)
 CP3228
 CP3228                          SUPERSEDED SURVEY CONTROL
 CP3228
 CP3228.No superseded survey control is available for this station.
 CP3228
 CP3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS475502(NAD 83)
 CP3228_MARKER: DD = SURVEY DISK
 CP3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3228_SP_SET: CONCRETE POST
 CP3228_STAMPING: 62 V 42 1985
 CP3228_MARK LOGO: LADTD 
 CP3228_PROJECTION: RECESSED 3 CENTIMETERS
 CP3228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3228+STABILITY: SURFACE MOTION
 CP3228
 CP3228  HISTORY     - Date     Condition        Report By
 CP3228  HISTORY     - 1985     MONUMENTED       LADTD
 CP3228
 CP3228                          STATION DESCRIPTION
 CP3228
 CP3228'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3228'10.6 KM (6.7 MI) WEST FROM KILBOURNE.
 CP3228'10.6 KM (6.7 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3228'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE BENCH MARK ON THE SOUTH
 CP3228'SIDE OF STATE HIGHWAY 585 SET NEAT A BRICK CHURCH SIGN FOR THE
 CP3228'MACEDONIA BAPTIST CHURCH, 20.4 METERS (67 FEET) NORTHEAST OF THE
 CP3228'NORTHEAST CORNER OF THE CHURCH, 18.6 METERS (61 FEET) SOUTH-SOUTHEAST
 CP3228'OF THE CENTER OF STATE HIGHWAY 585, 13.1 METERS (43 FEET) WEST-
 CP3228'NORTHWEST OF A 30-INCH OAK TREE AND 11.9 METERS (39 FEET) SOUTH OF A
 CP3228'POWER POLE WITH A SECURITY LIGHT ATTACHED.
 CP3228'THE MARK IS 1.06 METERS  SSE FROM  A BRICH CHURCH SIGN
 CP3228'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3229 ***********************************************************************
 CP3229  DESIGNATION -  62 V 43
 CP3229  PID         -  CP3229
 CP3229  STATE/COUNTY-  LA/WEST CARROLL
 CP3229  USGS QUAD   -  FISKE (1988)
 CP3229
 CP3229                         *CURRENT SURVEY CONTROL
 CP3229  ___________________________________________________________________
 CP3229* NAD 83(1986)-  32 58 24.     (N)    091 26 01.     (W)     SCALED    
 CP3229* NAVD 88     -        31.238  (meters)     102.49   (feet)  ADJUSTED  
 CP3229  ___________________________________________________________________
 CP3229  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP3229  DYNAMIC HT  -          31.204 (meters)     102.38  (feet)  COMP
 CP3229  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 CP3229
 CP3229  VERT ORDER  -  SECOND    CLASS II
 CP3229
 CP3229.The horizontal coordinates were scaled from a topographic map and have
 CP3229.an estimated accuracy of +/- 6 seconds.
 CP3229
 CP3229.The orthometric height was determined by differential leveling
 CP3229.and adjusted by the National Geodetic Survey in June 1991..
 CP3229
 CP3229.The geoid height was determined by GEOID03.
 CP3229
 CP3229.The dynamic height is computed by dividing the NAVD 88
 CP3229.geopotential number by the normal gravity value computed on the
 CP3229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3229.degrees latitude (g = 980.6199 gals.).
 CP3229
 CP3229.The modeled gravity was interpolated from observed gravity values.
 CP3229
 CP3229;                    North         East    Units  Estimated Accuracy
 CP3229;SPC LA N     -   274,740.    1,099,690.      MT  (+/- 180 meters Scaled)
 CP3229
 CP3229                          SUPERSEDED SURVEY CONTROL
 CP3229
 CP3229.No superseded survey control is available for this station.
 CP3229
 CP3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS463494(NAD 83)
 CP3229_MARKER: DD = SURVEY DISK
 CP3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3229_SP_SET: CONCRETE POST
 CP3229_STAMPING: 62 V 43 1985
 CP3229_MARK LOGO: LADTD 
 CP3229_PROJECTION: RECESSED 3 CENTIMETERS
 CP3229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3229+STABILITY: SURFACE MOTION
 CP3229
 CP3229  HISTORY     - Date     Condition        Report By
 CP3229  HISTORY     - 1985     MONUMENTED       LADTD
 CP3229
 CP3229                          STATION DESCRIPTION
 CP3229
 CP3229'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3229'12.6 KM (7.8 MI) WEST FROM KILBOURNE.
 CP3229'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3229'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO A GRAVEL ROAD, THENCE EAST
 CP3229'(LEFT) ON THE GRAVEL ROAD TO THE BENCH MARK SET NEAR A POWER POLE AND
 CP3229'BRICK HOME, 34.4 METERS (113 FEET) EAST OF THE CENTER OF STATE HIGHWAY
 CP3229'585, 22.4 METERS (73.5 FEET) SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 CP3229'HOME AND 6.6 METERS (21.5 FEET) NORTH OF THE CENTER OF THE GRAVEL
 CP3229'ROAD.
 CP3229'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP3229'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3370 ***********************************************************************
 CP3370  DESIGNATION -  62 V 44
 CP3370  PID         -  CP3370
 CP3370  STATE/COUNTY-  LA/WEST CARROLL
 CP3370  USGS QUAD   -  GOODWILL (1988)
 CP3370
 CP3370                         *CURRENT SURVEY CONTROL
 CP3370  ___________________________________________________________________
 CP3370* NAD 83(1986)-  32 46 30.     (N)    091 34 20.     (W)     SCALED    
 CP3370* NAVD 88     -        28.295  (meters)      92.83   (feet)  ADJUSTED  
 CP3370  ___________________________________________________________________
 CP3370  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP3370  DYNAMIC HT  -          28.264 (meters)      92.73  (feet)  COMP
 CP3370  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CP3370
 CP3370  VERT ORDER  -  SECOND    CLASS I
 CP3370
 CP3370.The horizontal coordinates were scaled from a topographic map and have
 CP3370.an estimated accuracy of +/- 6 seconds.
 CP3370
 CP3370.The orthometric height was determined by differential leveling
 CP3370.and adjusted by the National Geodetic Survey in July 1998..
 CP3370
 CP3370.The geoid height was determined by GEOID03.
 CP3370
 CP3370.The dynamic height is computed by dividing the NAVD 88
 CP3370.geopotential number by the normal gravity value computed on the
 CP3370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3370.degrees latitude (g = 980.6199 gals.).
 CP3370
 CP3370.The modeled gravity was interpolated from observed gravity values.
 CP3370
 CP3370;                    North         East    Units  Estimated Accuracy
 CP3370;SPC LA N     -   252,620.    1,086,920.      MT  (+/- 180 meters Scaled)
 CP3370
 CP3370                          SUPERSEDED SURVEY CONTROL
 CP3370
 CP3370.No superseded survey control is available for this station.
 CP3370
 CP3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS337272(NAD 83)
 CP3370_MARKER: DD = SURVEY DISK
 CP3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3370_SP_SET: CONCRETE POST
 CP3370_STAMPING: 62V44 1986
 CP3370_MARK LOGO: LADTD 
 CP3370_PROJECTION: RECESSED 5 CENTIMETERS
 CP3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3370+STABILITY: SURFACE MOTION
 CP3370
 CP3370  HISTORY     - Date     Condition        Report By
 CP3370  HISTORY     - 1986     MONUMENTED       LADTD
 CP3370
 CP3370                          STATION DESCRIPTION
 CP3370
 CP3370'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3370'23.8 KM (14.8 MI) WEST FROM OAK GROVE.
 CP3370'ABOUT 23.8 KM (14.8 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3370'OAK GROVE TO THE BENCH MARK, 27.4 METERS (90 FEET) SOUTH OF THE
 CP3370'CENTERLINE OF THE HIGHWAY, 23.5 METERS (77 FEET) NORTH-NORTHEAST FROM
 CP3370'THE NORTHEAST CORNER OF A BRICK HOUSE, 14.9 METERS (49 FEET) NORTH-
 CP3370'NORTHEAST FROM A 24-INCH PECAN TREE AND 0.3 METER (1 FOOT) WEST OF A
 CP3370'CHAIN LINK FENCE.
 CP3370'THE MARK IS 3.35 METERS  S FROM A WITNESS POST.
 CP3370'THE MARK IS 0.76 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2914 ***********************************************************************
 AA2914  DESIGNATION -  62 V 44
 AA2914  PID         -  AA2914
 AA2914  STATE/COUNTY-  LA/WEST CARROLL
 AA2914  USGS QUAD   -  KILBOURNE (1988)
 AA2914
 AA2914                         *CURRENT SURVEY CONTROL
 AA2914  ___________________________________________________________________
 AA2914* NAD 83(1986)-  32 59 32.     (N)    091 17 06.     (W)     SCALED    
 AA2914* NAVD 88     -        37.011  (meters)     121.43   (feet)  ADJUSTED  
 AA2914  ___________________________________________________________________
 AA2914  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AA2914  DYNAMIC HT  -          36.972 (meters)     121.30  (feet)  COMP
 AA2914  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 AA2914
 AA2914  VERT ORDER  -  SECOND    CLASS I
 AA2914
 AA2914.The horizontal coordinates were scaled from a topographic map and have
 AA2914.an estimated accuracy of +/- 6 seconds.
 AA2914
 AA2914.The orthometric height was determined by differential leveling
 AA2914.and adjusted by the National Geodetic Survey in May 1997..
 AA2914
 AA2914.The geoid height was determined by GEOID03.
 AA2914
 AA2914.The dynamic height is computed by dividing the NAVD 88
 AA2914.geopotential number by the normal gravity value computed on the
 AA2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2914.degrees latitude (g = 980.6199 gals.).
 AA2914
 AA2914.The modeled gravity was interpolated from observed gravity values.
 AA2914
 AA2914;                    North         East    Units  Estimated Accuracy
 AA2914;SPC LA N     -   276,980.    1,113,560.      MT  (+/- 180 meters Scaled)
 AA2914
 AA2914                          SUPERSEDED SURVEY CONTROL
 AA2914
 AA2914.No superseded survey control is available for this station.
 AA2914
 AA2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS602517(NAD 83)
 AA2914_MARKER: DB = BENCH MARK DISK
 AA2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2914_STAMPING: 62V44 1987
 AA2914_MARK LOGO: LADTD 
 AA2914_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2914+STABILITY: SURFACE MOTION
 AA2914
 AA2914  HISTORY     - Date     Condition        Report By
 AA2914  HISTORY     - 1987     MONUMENTED       LADTD
 AA2914
 AA2914                          STATION DESCRIPTION
 AA2914
 AA2914'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2914'ABOUT 3.2 KM (2.00 MI) EAST ON STATE HIGHWAY 585 FROM THE INTERSECTION
 AA2914'OF STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE MARK ON THE RIGHT SET
 AA2914'ON TOP OF A HILL, 11.4 M (37.4 FT) NORTH OF THE CENTER OF THE HIGHWAY,
 AA2914'8.5 M (27.9 FT) EAST OF THE CENTER OF A GRAVEL DRIVE AND 0.8 M (2.6
 AA2914'FT) SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3373 ***********************************************************************
 CP3373  DESIGNATION -  62 V 45
 CP3373  PID         -  CP3373
 CP3373  STATE/COUNTY-  LA/WEST CARROLL
 CP3373  USGS QUAD   -  GOODWILL (1988)
 CP3373
 CP3373                         *CURRENT SURVEY CONTROL
 CP3373  ___________________________________________________________________
 CP3373* NAD 83(1986)-  32 47 11.     (N)    091 30 36.     (W)     SCALED    
 CP3373* NAVD 88     -        27.889  (meters)      91.50   (feet)  ADJUSTED  
 CP3373  ___________________________________________________________________
 CP3373  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3373  DYNAMIC HT  -          27.858 (meters)      91.40  (feet)  COMP
 CP3373  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 CP3373
 CP3373  VERT ORDER  -  SECOND    CLASS I
 CP3373
 CP3373.The horizontal coordinates were scaled from a topographic map and have
 CP3373.an estimated accuracy of +/- 6 seconds.
 CP3373
 CP3373.The orthometric height was determined by differential leveling
 CP3373.and adjusted by the National Geodetic Survey in July 1998..
 CP3373
 CP3373.The geoid height was determined by GEOID03.
 CP3373
 CP3373.The dynamic height is computed by dividing the NAVD 88
 CP3373.geopotential number by the normal gravity value computed on the
 CP3373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3373.degrees latitude (g = 980.6199 gals.).
 CP3373
 CP3373.The modeled gravity was interpolated from observed gravity values.
 CP3373
 CP3373;                    North         East    Units  Estimated Accuracy
 CP3373;SPC LA N     -   253,940.    1,092,740.      MT  (+/- 180 meters Scaled)
 CP3373
 CP3373                          SUPERSEDED SURVEY CONTROL
 CP3373
 CP3373.No superseded survey control is available for this station.
 CP3373
 CP3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS395285(NAD 83)
 CP3373_MARKER: DD = SURVEY DISK
 CP3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3373_SP_SET: CONCRETE POST
 CP3373_STAMPING: 62V45 1986
 CP3373_MARK LOGO: LADTD 
 CP3373_PROJECTION: FLUSH
 CP3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3373+STABILITY: SURFACE MOTION
 CP3373
 CP3373  HISTORY     - Date     Condition        Report By
 CP3373  HISTORY     - 1986     MONUMENTED       LADTD
 CP3373
 CP3373                          STATION DESCRIPTION
 CP3373
 CP3373'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3373'16.1 KM (10 MI) WEST FROM OAK GROVE.
 CP3373'ABOUT 14.6 KM (9.4 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3373'OAK GROVE TO A GRAVEL ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD FOR
 CP3373'1.05 KM (0.65 MI) TO THE BENCH MARK ON THE EAST SIDE OF THE GRAVEL
 CP3373'ROAD, 7.3 METERS (24 FEET) EAST OF THE APPROXIMATE CENTER OF THE
 CP3373'GRAVEL ROAD, 1.1 METERS (3.5 FEET) NORTH-NORTHEAST OF A POWER POLE AND
 CP3373'0.31 METER (1.5 FEET) WEST OF A 4-STRAND BARBED WIRE FENCE.
 CP3373'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP3373'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2915 ***********************************************************************
 AA2915  DESIGNATION -  62 V 45
 AA2915  PID         -  AA2915
 AA2915  STATE/COUNTY-  LA/WEST CARROLL
 AA2915  USGS QUAD   -  KILBOURNE (1988)
 AA2915
 AA2915                         *CURRENT SURVEY CONTROL
 AA2915  ___________________________________________________________________
 AA2915* NAD 83(1986)-  32 59 24.     (N)    091 17 48.     (W)     SCALED    
 AA2915* NAVD 88     -        39.000  (meters)     127.95   (feet)  ADJUSTED  
 AA2915  ___________________________________________________________________
 AA2915  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AA2915  DYNAMIC HT  -          38.958 (meters)     127.81  (feet)  COMP
 AA2915  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 AA2915
 AA2915  VERT ORDER  -  SECOND    CLASS I
 AA2915
 AA2915.The horizontal coordinates were scaled from a topographic map and have
 AA2915.an estimated accuracy of +/- 6 seconds.
 AA2915
 AA2915.The orthometric height was determined by differential leveling
 AA2915.and adjusted by the National Geodetic Survey in May 1997..
 AA2915
 AA2915.The geoid height was determined by GEOID03.
 AA2915
 AA2915.The dynamic height is computed by dividing the NAVD 88
 AA2915.geopotential number by the normal gravity value computed on the
 AA2915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2915.degrees latitude (g = 980.6199 gals.).
 AA2915
 AA2915.The modeled gravity was interpolated from observed gravity values.
 AA2915
 AA2915;                    North         East    Units  Estimated Accuracy
 AA2915;SPC LA N     -   276,720.    1,112,480.      MT  (+/- 180 meters Scaled)
 AA2915
 AA2915                          SUPERSEDED SURVEY CONTROL
 AA2915
 AA2915.No superseded survey control is available for this station.
 AA2915
 AA2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS591514(NAD 83)
 AA2915_MARKER: DB = BENCH MARK DISK
 AA2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2915_STAMPING: 62V45 1987
 AA2915_MARK LOGO: LADTD 
 AA2915_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2915+STABILITY: SURFACE MOTION
 AA2915
 AA2915  HISTORY     - Date     Condition        Report By
 AA2915  HISTORY     - 1987     MONUMENTED       LADTD
 AA2915
 AA2915                          STATION DESCRIPTION
 AA2915
 AA2915'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2915'ABOUT 1.9 KM (1.20 MI) EAST ON STATE HIGHWAY 585 FROM THE INTERSECTION
 AA2915'OF STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE MARK ON THE RIGHT
 AA2915'NEAR A HICKORY TREE, 0.2 KM (0.10 MI) EAST OF THE JUNCTION WITH STATE
 AA2915'HIGHWAY 880, 9.3 M (30.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 AA2915'HIGHWAY, 2.6 M (8.5 FT) WEST OF A 30-INCH HICKORY TREE, 1.2 M (3.9 FT)
 AA2915'EAST OF A RIGHT-OF-WAY MARKER AND 0.6 M (2.0 FT) NORTH-NORTHWEST OF A
 AA2915'NET WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3374 ***********************************************************************
 CP3374  DESIGNATION -  62 V 46
 CP3374  PID         -  CP3374
 CP3374  STATE/COUNTY-  LA/WEST CARROLL
 CP3374  USGS QUAD   -  OAK GROVE (1988)
 CP3374
 CP3374                         *CURRENT SURVEY CONTROL
 CP3374  ___________________________________________________________________
 CP3374* NAD 83(1986)-  32 48 51.     (N)    091 28 06.     (W)     SCALED    
 CP3374* NAVD 88     -        29.974  (meters)      98.34   (feet)  ADJUSTED  
 CP3374  ___________________________________________________________________
 CP3374  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP3374  DYNAMIC HT  -          29.941 (meters)      98.23  (feet)  COMP
 CP3374  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 CP3374
 CP3374  VERT ORDER  -  SECOND    CLASS I
 CP3374
 CP3374.The horizontal coordinates were scaled from a topographic map and have
 CP3374.an estimated accuracy of +/- 6 seconds.
 CP3374
 CP3374.The orthometric height was determined by differential leveling
 CP3374.and adjusted by the National Geodetic Survey in July 1998..
 CP3374
 CP3374.The geoid height was determined by GEOID03.
 CP3374
 CP3374.The dynamic height is computed by dividing the NAVD 88
 CP3374.geopotential number by the normal gravity value computed on the
 CP3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3374.degrees latitude (g = 980.6199 gals.).
 CP3374
 CP3374.The modeled gravity was interpolated from observed gravity values.
 CP3374
 CP3374;                    North         East    Units  Estimated Accuracy
 CP3374;SPC LA N     -   257,060.    1,096,620.      MT  (+/- 180 meters Scaled)
 CP3374
 CP3374                          SUPERSEDED SURVEY CONTROL
 CP3374
 CP3374.No superseded survey control is available for this station.
 CP3374
 CP3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS433317(NAD 83)
 CP3374_MARKER: DD = SURVEY DISK
 CP3374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3374_SP_SET: CONCRETE POST
 CP3374_STAMPING: 62V46 1986
 CP3374_MARK LOGO: LADTD 
 CP3374_PROJECTION: RECESSED 3 CENTIMETERS
 CP3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3374+STABILITY: SURFACE MOTION
 CP3374
 CP3374  HISTORY     - Date     Condition        Report By
 CP3374  HISTORY     - 1986     MONUMENTED       LADTD
 CP3374
 CP3374                          STATION DESCRIPTION
 CP3374
 CP3374'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3374'10.4 KM (6.5 MI) WEST FROM OAK GROVE.
 CP3374'ABOUT 10.4 KM (6.5 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3374'OAK GROVE TO THE BENCH MARK, 14.2 METERS (46 FEET) SOUTH OF THE
 CP3374'CENTERLINE OF THE HIGHWAY, 8.2 METERS (27.5 FEET) NORTH-NORTHWEST OF
 CP3374'THE NORTHWEST CORNER OF AN ABANDONED HOUSE, 1.1 METERS (3.5 FEET)
 CP3374'EAST-NORTHEAST OF A TELEPHONE BOX AND 0.8 METERS (2.5 FEET) EAST-
 CP3374'NORTHEAST OF A POWER POLE WITH A TRANSFORMER.
 CP3374'THE MARK IS 0.46 METERS  ESE FROM A WITNESS POST.
 CP3374'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3375 ***********************************************************************
 CP3375  DESIGNATION -  62 V 47
 CP3375  PID         -  CP3375
 CP3375  STATE/COUNTY-  LA/WEST CARROLL
 CP3375  USGS QUAD   -  OAK GROVE (1988)
 CP3375
 CP3375                         *CURRENT SURVEY CONTROL
 CP3375  ___________________________________________________________________
 CP3375* NAD 83(1986)-  32 51 35.     (N)    091 24 24.     (W)     SCALED    
 CP3375* NAVD 88     -        33.691  (meters)     110.53   (feet)  ADJUSTED  
 CP3375  ___________________________________________________________________
 CP3375  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3375  DYNAMIC HT  -          33.655 (meters)     110.42  (feet)  COMP
 CP3375  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 CP3375
 CP3375  VERT ORDER  -  SECOND    CLASS I
 CP3375
 CP3375.The horizontal coordinates were scaled from a topographic map and have
 CP3375.an estimated accuracy of +/- 6 seconds.
 CP3375
 CP3375.The orthometric height was determined by differential leveling
 CP3375.and adjusted by the National Geodetic Survey in July 1998..
 CP3375
 CP3375.The geoid height was determined by GEOID03.
 CP3375
 CP3375.The dynamic height is computed by dividing the NAVD 88
 CP3375.geopotential number by the normal gravity value computed on the
 CP3375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3375.degrees latitude (g = 980.6199 gals.).
 CP3375
 CP3375.The modeled gravity was interpolated from observed gravity values.
 CP3375
 CP3375;                    North         East    Units  Estimated Accuracy
 CP3375;SPC LA N     -   262,160.    1,102,340.      MT  (+/- 180 meters Scaled)
 CP3375
 CP3375                          SUPERSEDED SURVEY CONTROL
 CP3375
 CP3375.No superseded survey control is available for this station.
 CP3375
 CP3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS490368(NAD 83)
 CP3375_MARKER: DD = SURVEY DISK
 CP3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3375_SP_SET: CONCRETE POST
 CP3375_STAMPING: 62V47 1986
 CP3375_MARK LOGO: LADTD 
 CP3375_PROJECTION: RECESSED 3 CENTIMETERS
 CP3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3375+STABILITY: SURFACE MOTION
 CP3375
 CP3375  HISTORY     - Date     Condition        Report By
 CP3375  HISTORY     - 1986     MONUMENTED       LADTD
 CP3375
 CP3375                          STATION DESCRIPTION
 CP3375
 CP3375'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3375'1.9 KM (1.2 MI) WEST FROM OAK GROVE.
 CP3375'ABOUT 1.9 KM (1.2 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3375'OAK GROVE TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY, 11.9
 CP3375'METERS (39 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.1 METERS
 CP3375'(30 FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY 879, 4.3 METERS
 CP3375'(14 FEET) WEST-NORTHWEST OF A CONCRETE HEADWALL, 2.6 METERS (8.5 FEET)
 CP3375'EAST-NORTHEAST OF A POWER POLE WITH A SECURITY LIGHT AND 0.64 METERS
 CP3375'(2.1 FEET) NORTH-NORTHEAST OF A RIGHT-OF-WAY MARKER.
 CP3375'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 CP3375'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3376 ***********************************************************************
 CP3376  DESIGNATION -  62 V 48
 CP3376  PID         -  CP3376
 CP3376  STATE/COUNTY-  LA/WEST CARROLL
 CP3376  USGS QUAD   -  OAK GROVE (1988)
 CP3376
 CP3376                         *CURRENT SURVEY CONTROL
 CP3376  ___________________________________________________________________
 CP3376* NAD 83(1986)-  32 51 36.     (N)    091 23 40.     (W)     SCALED    
 CP3376* NAVD 88     -        35.909  (meters)     117.81   (feet)  ADJUSTED  
 CP3376  ___________________________________________________________________
 CP3376  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3376  DYNAMIC HT  -          35.870 (meters)     117.68  (feet)  COMP
 CP3376  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 CP3376
 CP3376  VERT ORDER  -  SECOND    CLASS I
 CP3376
 CP3376.The horizontal coordinates were scaled from a topographic map and have
 CP3376.an estimated accuracy of +/- 6 seconds.
 CP3376
 CP3376.The orthometric height was determined by differential leveling
 CP3376.and adjusted by the National Geodetic Survey in July 1998..
 CP3376
 CP3376.The geoid height was determined by GEOID03.
 CP3376
 CP3376.The dynamic height is computed by dividing the NAVD 88
 CP3376.geopotential number by the normal gravity value computed on the
 CP3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3376.degrees latitude (g = 980.6199 gals.).
 CP3376
 CP3376.The modeled gravity was interpolated from observed gravity values.
 CP3376
 CP3376;                    North         East    Units  Estimated Accuracy
 CP3376;SPC LA N     -   262,210.    1,103,480.      MT  (+/- 180 meters Scaled)
 CP3376
 CP3376                          SUPERSEDED SURVEY CONTROL
 CP3376
 CP3376.No superseded survey control is available for this station.
 CP3376
 CP3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS502369(NAD 83)
 CP3376_MARKER: DD = SURVEY DISK
 CP3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3376_SP_SET: CONCRETE POST
 CP3376_STAMPING: 62V48 1986
 CP3376_MARK LOGO: LADTD 
 CP3376_PROJECTION: RECESSED 3 CENTIMETERS
 CP3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3376+STABILITY: SURFACE MOTION
 CP3376
 CP3376  HISTORY     - Date     Condition        Report By
 CP3376  HISTORY     - 1986     MONUMENTED       LADTD
 CP3376
 CP3376                          STATION DESCRIPTION
 CP3376
 CP3376'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3376'1 KM (0.6 MI) WEST FROM OAK GROVE.
 CP3376'ABOUT 1 KM (0.6 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3376'OAK GROVE TO THE BENCH MARK SET ON THE SOUTH SIDE OF THE HIGHWAY SET
 CP3376'NEAR A FLAGPOLE AT THE OAK GROVE HIGH SCHOOL, 14.9 METERS (49 FEET)
 CP3376'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.7 METERS (22 FEET) NORTH OF
 CP3376'THE NORTH WALL OF THE OAK GROVE HIGH SCHOOL AND 2.6 METERS (8.5 FEET)
 CP3376'SOUTHWEST OF A FLAG POLE.
 CP3376'THE MARK IS 0.15 METERS  W FROM  A CONCRETE PLANTER
 CP3376'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3377 ***********************************************************************
 CP3377  DESIGNATION -  62 V 49
 CP3377  PID         -  CP3377
 CP3377  STATE/COUNTY-  LA/WEST CARROLL
 CP3377  USGS QUAD   -  BAXTER BAYOU (1988)
 CP3377
 CP3377                         *CURRENT SURVEY CONTROL
 CP3377  ___________________________________________________________________
 CP3377* NAD 83(1986)-  32 51 37.     (N)    091 22 25.     (W)     SCALED    
 CP3377* NAVD 88     -        35.455  (meters)     116.32   (feet)  ADJUSTED  
 CP3377  ___________________________________________________________________
 CP3377  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CP3377  DYNAMIC HT  -          35.417 (meters)     116.20  (feet)  COMP
 CP3377  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 CP3377
 CP3377  VERT ORDER  -  SECOND    CLASS I
 CP3377
 CP3377.The horizontal coordinates were scaled from a topographic map and have
 CP3377.an estimated accuracy of +/- 6 seconds.
 CP3377
 CP3377.The orthometric height was determined by differential leveling
 CP3377.and adjusted by the National Geodetic Survey in July 1998..
 CP3377
 CP3377.The geoid height was determined by GEOID03.
 CP3377
 CP3377.The dynamic height is computed by dividing the NAVD 88
 CP3377.geopotential number by the normal gravity value computed on the
 CP3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3377.degrees latitude (g = 980.6199 gals.).
 CP3377
 CP3377.The modeled gravity was interpolated from observed gravity values.
 CP3377
 CP3377;                    North         East    Units  Estimated Accuracy
 CP3377;SPC LA N     -   262,260.    1,105,430.      MT  (+/- 180 meters Scaled)
 CP3377
 CP3377                          SUPERSEDED SURVEY CONTROL
 CP3377
 CP3377.No superseded survey control is available for this station.
 CP3377
 CP3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS521369(NAD 83)
 CP3377_MARKER: DD = SURVEY DISK
 CP3377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3377_SP_SET: CONCRETE POST
 CP3377_STAMPING: 62V49 1986
 CP3377_MARK LOGO: LADTD 
 CP3377_PROJECTION: RECESSED 3 CENTIMETERS
 CP3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3377+STABILITY: SURFACE MOTION
 CP3377
 CP3377  HISTORY     - Date     Condition        Report By
 CP3377  HISTORY     - 1986     MONUMENTED       LADTD
 CP3377
 CP3377                          STATION DESCRIPTION
 CP3377
 CP3377'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3377'1.3 KM (0.8 MI) EAST FROM OAK GROVE.
 CP3377'ABOUT 1.3 KM (0.8 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3377'OAK GROVE TO THE BENCH MARK SET ON THE SOUTH SIDE OF THE HIGHWAY, 11.3
 CP3377'METERS (37 FEET) WEST OF A POWER POLE WITH 2 TRANSFORMERS, 11.3 METERS
 CP3377'(37 FEET) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 8.4 METERS
 CP3377'(27.5 FEET) SOUTH FROM A NET WIRE FENCE, 5 METERS (16.5 FEET)
 CP3377'NORTHEAST FROM THE EAST END OF A 24-INCH CONCRETE CILVERT AND 0.3
 CP3377'METERS (1 FOOT) EAST FROM THE SOUTHEAST CORNER OF A CHAIN LINK FENCE
 CP3377'SURROUNDING A SMALL STRUCTURE.
 CP3377'THE MARK IS .046 METERS  E FROM A WITNESS POST.
 CP3377'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2474 ***********************************************************************
 CP2474  DESIGNATION -  62 V 5
 CP2474  PID         -  CP2474
 CP2474  STATE/COUNTY-  LA/WEST CARROLL
 CP2474  USGS QUAD   -  PIONEER (1986)
 CP2474
 CP2474                         *CURRENT SURVEY CONTROL
 CP2474  ___________________________________________________________________
 CP2474* NAD 83(1986)-  32 40 00.     (N)    091 27 28.     (W)     SCALED    
 CP2474* NAVD 88     -        30.955  (meters)     101.56   (feet)  ADJUSTED  
 CP2474  ___________________________________________________________________
 CP2474  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2474  DYNAMIC HT  -          30.922 (meters)     101.45  (feet)  COMP
 CP2474  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 CP2474
 CP2474  VERT ORDER  -  SECOND    CLASS I
 CP2474
 CP2474.The horizontal coordinates were scaled from a topographic map and have
 CP2474.an estimated accuracy of +/- 6 seconds.
 CP2474
 CP2474.The orthometric height was determined by differential leveling
 CP2474.and adjusted by the National Geodetic Survey in June 1991..
 CP2474
 CP2474.The geoid height was determined by GEOID03.
 CP2474
 CP2474.The dynamic height is computed by dividing the NAVD 88
 CP2474.geopotential number by the normal gravity value computed on the
 CP2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2474.degrees latitude (g = 980.6199 gals.).
 CP2474
 CP2474.The modeled gravity was interpolated from observed gravity values.
 CP2474
 CP2474;                    North         East    Units  Estimated Accuracy
 CP2474;SPC LA N     -   240,710.    1,097,760.      MT  (+/- 180 meters Scaled)
 CP2474
 CP2474                          SUPERSEDED SURVEY CONTROL
 CP2474
 CP2474.No superseded survey control is available for this station.
 CP2474
 CP2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS446153(NAD 83)
 CP2474_MARKER: DB = BENCH MARK DISK
 CP2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2474_SP_SET: CONCRETE POST
 CP2474_STAMPING: 62 V 5 1985
 CP2474_MARK LOGO: LADTD 
 CP2474_PROJECTION: FLUSH
 CP2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2474+STABILITY: SURFACE MOTION
 CP2474
 CP2474  HISTORY     - Date     Condition        Report By
 CP2474  HISTORY     - 1985     MONUMENTED       LADTD
 CP2474
 CP2474                          STATION DESCRIPTION
 CP2474
 CP2474'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2474'24.9 KM (15.5 MI) NORTH FROM DELHI.
 CP2474'ABOUT 24.9 KM (15.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2474'OFFICE IN DELHI TO THE BENCH MARK ON THE LEFT NEAR A POWER POLE, 53.7
 CP2474'METERS (176 FEET) SOUTH OF THE CENTER OF A DRIVEWAY ON THE WEST SIDE
 CP2474'OF STATE HIGHWAY 17, 23.2 METERS (76 FEET) NORTHWEST OF A TELEPHONE
 CP2474'REPAIR BOX ACROSS STATE HIGHWAY 17, 7.9 METERS (26 FEET)
 CP2474'WEST-NORTHWEST FROM THE CENTERLINE OF STATE HIGHWAY 17 AND 1.2 METERS
 CP2474'(4 FEET) EAST-NORTHEAST FROM A POWER POLE.
 CP2474'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CP2474'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3378 ***********************************************************************
 CP3378  DESIGNATION -  62 V 50
 CP3378  PID         -  CP3378
 CP3378  STATE/COUNTY-  LA/WEST CARROLL
 CP3378  USGS QUAD   -  BAXTER BAYOU (1988)
 CP3378
 CP3378                         *CURRENT SURVEY CONTROL
 CP3378  ___________________________________________________________________
 CP3378* NAD 83(1986)-  32 51 32.     (N)    091 21 46.     (W)     SCALED    
 CP3378* NAVD 88     -        34.632  (meters)     113.62   (feet)  ADJUSTED  
 CP3378  ___________________________________________________________________
 CP3378  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP3378  DYNAMIC HT  -          34.594 (meters)     113.50  (feet)  COMP
 CP3378  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 CP3378
 CP3378  VERT ORDER  -  SECOND    CLASS I
 CP3378
 CP3378.The horizontal coordinates were scaled from a topographic map and have
 CP3378.an estimated accuracy of +/- 6 seconds.
 CP3378
 CP3378.The orthometric height was determined by differential leveling
 CP3378.and adjusted by the National Geodetic Survey in July 1998..
 CP3378
 CP3378.The geoid height was determined by GEOID03.
 CP3378
 CP3378.The dynamic height is computed by dividing the NAVD 88
 CP3378.geopotential number by the normal gravity value computed on the
 CP3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3378.degrees latitude (g = 980.6199 gals.).
 CP3378
 CP3378.The modeled gravity was interpolated from observed gravity values.
 CP3378
 CP3378;                    North         East    Units  Estimated Accuracy
 CP3378;SPC LA N     -   262,110.    1,106,450.      MT  (+/- 180 meters Scaled)
 CP3378
 CP3378                          SUPERSEDED SURVEY CONTROL
 CP3378
 CP3378.No superseded survey control is available for this station.
 CP3378
 CP3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS531368(NAD 83)
 CP3378_MARKER: DD = SURVEY DISK
 CP3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3378_SP_SET: CONCRETE POST
 CP3378_STAMPING: 62V50 1986
 CP3378_MARK LOGO: LADTD 
 CP3378_PROJECTION: RECESSED 3 CENTIMETERS
 CP3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3378+STABILITY: SURFACE MOTION
 CP3378
 CP3378  HISTORY     - Date     Condition        Report By
 CP3378  HISTORY     - 1986     MONUMENTED       LADTD
 CP3378
 CP3378                          STATION DESCRIPTION
 CP3378
 CP3378'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3378'2.3 KM (1.5 MI) EAST FROM OAK GROVE.
 CP3378'ABOUT 2.3 KM (1.5 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3378'OAK GROVE TO THE BENCH MARK ON THE SOUTH SIDE OF THE HIGHWAY SET NEAR
 CP3378'THE FIRST APOSTOLIC CHURCH, 32.5 METERS (106.5 FEET) NORTH FROM THE
 CP3378'NORTHEAST CORNER OF THE CHURCH, 20.4 METERS (67 FEET) SOUTH OF THE
 CP3378'CENTERLINE OF THE HIGHWAY, 9.9 METERS (32.5 FEET) WEST OF THE CENTER
 CP3378'OF THE EAST MOST GRAVEL DRIVE LEADING TO THE CHURCH AND 5.3 METERS
 CP3378'(17.5 FEET) SOUTHEAST FROM THE CENTER OF THE SOUTH END OF A BRICK SIGN
 CP3378'FOR THE CHURCH.
 CP3378'THE MARK IS 5.49 METERS  SW FROM  OF A 2-INCH OAK TREE
 CP3378'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2475 ***********************************************************************
 CP2475  DESIGNATION -  62 V 6
 CP2475  PID         -  CP2475
 CP2475  STATE/COUNTY-  LA/WEST CARROLL
 CP2475  USGS QUAD   -  PIONEER (1986)
 CP2475
 CP2475                         *CURRENT SURVEY CONTROL
 CP2475  ___________________________________________________________________
 CP2475* NAD 83(1992)-  32 40 38.81179(N)    091 27 17.14638(W)     ADJUSTED  
 CP2475* NAVD 88     -        31.825  (meters)     104.41   (feet)  ADJUSTED  
 CP2475  ___________________________________________________________________
 CP2475  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CP2475  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2475  DYNAMIC HT  -          31.790 (meters)     104.30  (feet)  COMP
 CP2475  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 CP2475
 CP2475  HORZ ORDER  -  THIRD
 CP2475  VERT ORDER  -  SECOND    CLASS I
 CP2475
 CP2475.The horizontal coordinates were established by classical geodetic methods
 CP2475.and adjusted by the National Geodetic Survey in May 1994..
 CP2475.No horizontal observational check was made to the station.
 CP2475
 CP2475.The orthometric height was determined by differential leveling
 CP2475.and adjusted by the National Geodetic Survey in June 1991..
 CP2475
 CP2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2475
 CP2475.The geoid height was determined by GEOID03.
 CP2475
 CP2475.The dynamic height is computed by dividing the NAVD 88
 CP2475.geopotential number by the normal gravity value computed on the
 CP2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2475.degrees latitude (g = 980.6199 gals.).
 CP2475
 CP2475.The modeled gravity was interpolated from observed gravity values.
 CP2475
 CP2475;                    North         East     Units Scale Factor Converg.
 CP2475;SPC LA N     -   241,905.296 1,098,033.367   MT  1.00000248   +0 33 09.4
 CP2475;SPC LA N     -   793,650.96  3,602,464.47   sFT  1.00000248   +0 33 09.4
 CP2475;UTM  15      - 3,616,584.650   644,879.941   MT  0.99985883   +0 50 04.0
 CP2475
 CP2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2475!SPC LA N     -   0.99999909  x   1.00000248  =   1.00000157
 CP2475!UTM  15      -   0.99999909  x   0.99985883  =   0.99985792
 CP2475
 CP2475                          SUPERSEDED SURVEY CONTROL
 CP2475
 CP2475  NAD 83(1992)-  32 40 38.81219(N)    091 27 17.14643(W) AD(       ) 3
 CP2475  NAD 83(1986)-  32 40 38.82492(N)    091 27 17.13730(W) AD(       ) 3
 CP2475  NGVD 29 (11/12/92)   31.89   (m)          104.6    (f) LEVELING    3  
 CP2475
 CP2475.Superseded values are not recommended for survey control.
 CP2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2475.See file dsdata.txt to determine how the superseded data were derived.
 CP2475
 CP2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4488016585(NAD 83)
 CP2475_MARKER: DD = SURVEY DISK
 CP2475_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CP2475+WITH SETTING: PAVEMENT
 CP2475_SP_SET: WATERTANK FOOTING
 CP2475_STAMPING: 62 V 6 1985
 CP2475_MARK LOGO: LADTD 
 CP2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2475+STABILITY: SURFACE MOTION
 CP2475
 CP2475  HISTORY     - Date     Condition        Report By
 CP2475  HISTORY     - 1985     MONUMENTED       LADTD
 CP2475  HISTORY     - 1985     GOOD             LADTD
 CP2475
 CP2475                          STATION DESCRIPTION
 CP2475
 CP2475'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2475'26.6 KM (16.6 MI) NORTH FROM DELHI.
 CP2475'ABOUT 26.6 KM (16.55 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2475'OFFICE IN DELHI TO THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE
 CP2475'TOWN OF DARNELL, THENCE WEST (LEFT) ON STATE HIGHWAY 577 FOR 0.08 KM
 CP2475'(0.05 MI) TO THE BENCH MARK ON THE LEFT SET IN THE NORTHEAST LEG OF
 CP2475'THE DARNELL WATER TANK, 20.4 METERS (67 FEET) SOUTH OF STATE HIGHWAY
 CP2475'577, 13.6 METERS (44.5 FEET) SOUTHWEST OF THE NORTHEAST CORNER OF A
 CP2475'CHAIN LINK FENCE AND10.5 METERS SOUTH-SOUTHEAST OF THE CENTER OF THE
 CP2475'MAIN GATES LEADING TO THE WATER TANK.  FOOTING PROJECTS 16 CM ABOVE
 CP2475'GROUND.
 CP2475'THE MARK IS 10.8 METERS  E FROM A WITNESS POST.
 CP2475'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
 CP2475
 CP2475                          STATION RECOVERY (1985)
 CP2475
 CP2475'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2476 ***********************************************************************
 CP2476  DESIGNATION -  62 V 7
 CP2476  PID         -  CP2476
 CP2476  STATE/COUNTY-  LA/WEST CARROLL
 CP2476  USGS QUAD   -  PIONEER (1986)
 CP2476
 CP2476                         *CURRENT SURVEY CONTROL
 CP2476  ___________________________________________________________________
 CP2476* NAD 83(1986)-  32 40 41.     (N)    091 28 16.     (W)     SCALED    
 CP2476* NAVD 88     -        31.842  (meters)     104.47   (feet)  ADJUSTED  
 CP2476  ___________________________________________________________________
 CP2476  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2476  DYNAMIC HT  -          31.807 (meters)     104.35  (feet)  COMP
 CP2476  MODELED GRAV-     979,545.1   (mgal)                       NAVD 88
 CP2476
 CP2476  VERT ORDER  -  SECOND    CLASS I
 CP2476
 CP2476.The horizontal coordinates were scaled from a topographic map and have
 CP2476.an estimated accuracy of +/- 6 seconds.
 CP2476
 CP2476.The orthometric height was determined by differential leveling
 CP2476.and adjusted by the National Geodetic Survey in June 1991..
 CP2476
 CP2476.The geoid height was determined by GEOID03.
 CP2476
 CP2476.The dynamic height is computed by dividing the NAVD 88
 CP2476.geopotential number by the normal gravity value computed on the
 CP2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2476.degrees latitude (g = 980.6199 gals.).
 CP2476
 CP2476.The modeled gravity was interpolated from observed gravity values.
 CP2476
 CP2476;                    North         East    Units  Estimated Accuracy
 CP2476;SPC LA N     -   241,960.    1,096,500.      MT  (+/- 180 meters Scaled)
 CP2476
 CP2476                          SUPERSEDED SURVEY CONTROL
 CP2476
 CP2476.No superseded survey control is available for this station.
 CP2476
 CP2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS433166(NAD 83)
 CP2476_MARKER: DB = BENCH MARK DISK
 CP2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2476_SP_SET: CONCRETE POST
 CP2476_STAMPING: 62 V 7 1985
 CP2476_MARK LOGO: LADTD 
 CP2476_PROJECTION: FLUSH
 CP2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2476+STABILITY: SURFACE MOTION
 CP2476
 CP2476  HISTORY     - Date     Condition        Report By
 CP2476  HISTORY     - 1985     MONUMENTED       LADTD
 CP2476
 CP2476                          STATION DESCRIPTION
 CP2476
 CP2476'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2476'28.2 KM (17.5 MI) NORTH FROM DELHI.
 CP2476'ABOUT 26.6 KM (16.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2476'OFFICE IN DELHI TO THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE
 CP2476'TOWN OF DARNELL, THENCE WEST (LEFT) ON STATE HIGHWAY 577 FOR 1.6 KM
 CP2476'(1 MI) TO THE BENCH MARK ON THE RIGHT, 67.9 METERS (223 FEET)
 CP2476'NORTHWEST OF A POWER POLE WITH TRANSFORMER, 23.8 METERS (78 FEET)
 CP2476'NORTH-NORTHWEST OF A POWER POLE AND 10.1 METERS (33 FEET) NORTH ON
 CP2476'THE CENTERLINE OF STATE HIGHWAY 577.
 CP2476'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CP2476'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2477 ***********************************************************************
 CP2477  DESIGNATION -  62 V 8
 CP2477  PID         -  CP2477
 CP2477  STATE/COUNTY-  LA/WEST CARROLL
 CP2477  USGS QUAD   -  PIONEER (1986)
 CP2477
 CP2477                         *CURRENT SURVEY CONTROL
 CP2477  ___________________________________________________________________
 CP2477* NAD 83(1986)-  32 40 39.     (N)    091 29 14.     (W)     SCALED    
 CP2477* NAVD 88     -        28.908  (meters)      94.84   (feet)  ADJUSTED  
 CP2477  ___________________________________________________________________
 CP2477  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2477  DYNAMIC HT  -          28.876 (meters)      94.74  (feet)  COMP
 CP2477  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 CP2477
 CP2477  VERT ORDER  -  SECOND    CLASS I
 CP2477
 CP2477.The horizontal coordinates were scaled from a topographic map and have
 CP2477.an estimated accuracy of +/- 6 seconds.
 CP2477
 CP2477.The orthometric height was determined by differential leveling
 CP2477.and adjusted by the National Geodetic Survey in June 1991..
 CP2477
 CP2477.The geoid height was determined by GEOID03.
 CP2477
 CP2477.The dynamic height is computed by dividing the NAVD 88
 CP2477.geopotential number by the normal gravity value computed on the
 CP2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2477.degrees latitude (g = 980.6199 gals.).
 CP2477
 CP2477.The modeled gravity was interpolated from observed gravity values.
 CP2477
 CP2477;                    North         East    Units  Estimated Accuracy
 CP2477;SPC LA N     -   241,880.    1,094,990.      MT  (+/- 180 meters Scaled)
 CP2477
 CP2477                          SUPERSEDED SURVEY CONTROL
 CP2477
 CP2477.No superseded survey control is available for this station.
 CP2477
 CP2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS418165(NAD 83)
 CP2477_MARKER: DB = BENCH MARK DISK
 CP2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2477_SP_SET: CONCRETE POST
 CP2477_STAMPING: 62 V 8 1985
 CP2477_MARK LOGO: LADTD 
 CP2477_PROJECTION: FLUSH
 CP2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2477+STABILITY: SURFACE MOTION
 CP2477
 CP2477  HISTORY     - Date     Condition        Report By
 CP2477  HISTORY     - 1985     MONUMENTED       LADTD
 CP2477
 CP2477                          STATION DESCRIPTION
 CP2477
 CP2477'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2477'29.9 KM 18.5 MI) NW FROM DELHI.
 CP2477'ABOUT 26.6 KM (16.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2477'OFFICE IN DELHI TO THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE
 CP2477'TOWN OF DARNELL, THENCE WEST (LEFT) ON STATE HIGHWAY 577 FOR 3.1 KM
 CP2477'(1.9 MI) TO THE BENCH MARK ON THE LEFT AFTER CROSSING A BRIDGE, 11.6
 CP2477'METERS (38 FEET) EAST OF A 30 INCH OAK TREE, 9.6 METERS (32 FEET)
 CP2477'NORTH OF THE CENTERLINE OF STATE HIGHWAY 577, 7.6 METERS (25 FEET)
 CP2477'EAST OF THE CENTER OF A DIRT DRIVE LEADING TO A PASTURE AND 1.5
 CP2477'METERS (5 FEET) EAST OF A FENCE CORNER.
 CP2477'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP2477'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2478 ***********************************************************************
 CP2478  DESIGNATION -  62 V 9
 CP2478  PID         -  CP2478
 CP2478  STATE/COUNTY-  LA/WEST CARROLL
 CP2478  USGS QUAD   -  BEAR SKIN (1986)
 CP2478
 CP2478                         *CURRENT SURVEY CONTROL
 CP2478  ___________________________________________________________________
 CP2478* NAD 83(1986)-  32 40 46.     (N)    091 30 13.     (W)     SCALED    
 CP2478* NAVD 88     -        29.729  (meters)      97.54   (feet)  ADJUSTED  
 CP2478  ___________________________________________________________________
 CP2478  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2478  DYNAMIC HT  -          29.696 (meters)      97.43  (feet)  COMP
 CP2478  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CP2478
 CP2478  VERT ORDER  -  SECOND    CLASS I
 CP2478
 CP2478.The horizontal coordinates were scaled from a topographic map and have
 CP2478.an estimated accuracy of +/- 6 seconds.
 CP2478
 CP2478.The orthometric height was determined by differential leveling
 CP2478.and adjusted by the National Geodetic Survey in June 1991..
 CP2478
 CP2478.The geoid height was determined by GEOID03.
 CP2478
 CP2478.The dynamic height is computed by dividing the NAVD 88
 CP2478.geopotential number by the normal gravity value computed on the
 CP2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2478.degrees latitude (g = 980.6199 gals.).
 CP2478
 CP2478.The modeled gravity was interpolated from observed gravity values.
 CP2478
 CP2478;                    North         East    Units  Estimated Accuracy
 CP2478;SPC LA N     -   242,080.    1,093,450.      MT  (+/- 180 meters Scaled)
 CP2478
 CP2478                          SUPERSEDED SURVEY CONTROL
 CP2478
 CP2478.No superseded survey control is available for this station.
 CP2478
 CP2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402167(NAD 83)
 CP2478_MARKER: DB = BENCH MARK DISK
 CP2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2478_SP_SET: CONCRETE POST
 CP2478_STAMPING: 62 V 9 1985
 CP2478_MARK LOGO: LADTD 
 CP2478_PROJECTION: FLUSH
 CP2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2478+STABILITY: SURFACE MOTION
 CP2478
 CP2478  HISTORY     - Date     Condition        Report By
 CP2478  HISTORY     - 1985     MONUMENTED       LADTD
 CP2478
 CP2478                          STATION DESCRIPTION
 CP2478
 CP2478'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2478'31.4 KM (19.5 MI) NW FROM DELHI.
 CP2478'ABOUT 26.6 KM (16.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2478'OFFICE IN DELHI TO THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE
 CP2478'TOWN OF DARNELL, THENCE WEST (LEFT) ON STATE HIGHWAY 577 FOR 4.8 KM
 CP2478'(2.9 MI) TO THE BENCH MARK ON THE RIGHT NEAR A POWER POLE, 24.7
 CP2478'METERS (81 FEET) NORTHEAST OF A BRACE POLE, 11.9 METERS (39 FEET)
 CP2478'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 577 AND 0.7 METERS (2.5
 CP2478'FEET) WEST-SOUTHWEST OF A POWER POLE.
 CP2478'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 CP2478'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2210 ***********************************************************************
 BX2210  DESIGNATION -  622 KCSRR
 BX2210  PID         -  BX2210
 BX2210  STATE/COUNTY-  LA/SABINE
 BX2210  USGS QUAD   -  ZWOLLE (1995)
 BX2210
 BX2210                         *CURRENT SURVEY CONTROL
 BX2210  ___________________________________________________________________
 BX2210* NAD 83(1986)-  31 37 48.     (N)    093 38 20.     (W)     SCALED    
 BX2210* NAVD 88     -        56.76   (+/-2cm)     186.2    (feet)  VERTCON   
 BX2210  ___________________________________________________________________
 BX2210  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2210
 BX2210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2210
 BX2210.The horizontal coordinates were scaled from a topographic map and have
 BX2210.an estimated accuracy of +/- 6 seconds.
 BX2210
 BX2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2210.The vertical order pertains to the NGVD 29 superseded value.
 BX2210
 BX2210.The geoid height was determined by GEOID03.
 BX2210
 BX2210;                    North         East    Units  Estimated Accuracy
 BX2210;SPC LA N     -   125,860.      891,960.      MT  (+/- 180 meters Scaled)
 BX2210
 BX2210                          SUPERSEDED SURVEY CONTROL
 BX2210
 BX2210  NGVD 29 (??/??/??)   56.858  (m)          186.54   (f) ADJUSTED    2 0
 BX2210
 BX2210.Superseded values are not recommended for survey control.
 BX2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2210.See file dsdata.txt to determine how the superseded data were derived.
 BX2210
 BX2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ394996(NAD 83)
 BX2210_MARKER: Z = SEE DESCRIPTION
 BX2210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2210_SP_SET: RAIL
 BX2210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2210
 BX2210  HISTORY     - Date     Condition        Report By
 BX2210  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2210  HISTORY     - 1935     GOOD             CGS
 BX2210  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2210
 BX2210                          STATION DESCRIPTION
 BX2210
 BX2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2210'0.2 MI E FROM ZWOLLE.
 BX2210'0.2 MILE EAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM ZWOLLE,
 BX2210'SABINE PARISH, AT STATION 32842+75, AND 40 FEET SOUTH OF A POINT 90
 BX2210'FEET EAST OF MILEPOST 622.  THE TOP OF THE FLANGE OF A VERTICAL RAIL.
 BX2210
 BX2210                          STATION RECOVERY (2001)
 BX2210
 BX2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2210'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4026 ***********************************************************************
 BJ4026  DESIGNATION -  623
 BJ4026  PID         -  BJ4026
 BJ4026  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4026  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4026
 BJ4026                         *CURRENT SURVEY CONTROL
 BJ4026  ___________________________________________________________________
 BJ4026* NAD 83(1986)-  30 36 37.     (N)    091 11 12.     (W)     SCALED    
 BJ4026* NAVD 88     -        24.186  (meters)      79.35   (feet)  ADJUSTED  
 BJ4026  ___________________________________________________________________
 BJ4026  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4026  DYNAMIC HT  -          24.154 (meters)      79.25  (feet)  COMP
 BJ4026  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ4026
 BJ4026  VERT ORDER  -  SECOND    CLASS II
 BJ4026
 BJ4026.The horizontal coordinates were scaled from a topographic map and have
 BJ4026.an estimated accuracy of +/- 6 seconds.
 BJ4026
 BJ4026.The orthometric height was determined by differential leveling
 BJ4026.and adjusted by the National Geodetic Survey in February 1994..
 BJ4026
 BJ4026.The geoid height was determined by GEOID03.
 BJ4026
 BJ4026.The dynamic height is computed by dividing the NAVD 88
 BJ4026.geopotential number by the normal gravity value computed on the
 BJ4026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4026.degrees latitude (g = 980.6199 gals.).
 BJ4026
 BJ4026.The modeled gravity was interpolated from observed gravity values.
 BJ4026
 BJ4026;                    North         East    Units  Estimated Accuracy
 BJ4026;SPC LA S     -   233,930.    1,014,060.      MT  (+/- 180 meters Scaled)
 BJ4026
 BJ4026                          SUPERSEDED SURVEY CONTROL
 BJ4026
 BJ4026.No superseded survey control is available for this station.
 BJ4026
 BJ4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP738878(NAD 83)
 BJ4026_MARKER: DB = BENCH MARK DISK
 BJ4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4026_SP_SET: CONCRETE POST
 BJ4026_STAMPING: 623
 BJ4026_MARK LOGO: LA-033
 BJ4026_PROJECTION: FLUSH
 BJ4026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4026+STABILITY: SURFACE MOTION
 BJ4026
 BJ4026  HISTORY     - Date     Condition        Report By
 BJ4026  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4026  HISTORY     - 1987     GOOD             LA-033
 BJ4026
 BJ4026                          STATION DESCRIPTION
 BJ4026
 BJ4026'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4026'3.2 KM (2 MI) NW FROM BAKER.
 BJ4026'1.8 KM (1.1 MI) WEST ALONG HECK YOUNG ROAD FROM THE JUNCTION OF HECK
 BJ4026'YOUNG ROAD AND OLD BAKER HIGHWAY ABOUT 2.8 KM (1.75 MI) NORTH OF
 BJ4026'BAKER TO THE MARK ON THE LEFT, 22.7 METERS (74.5 FT) EAST OF THE
 BJ4026'CENTER OF A GRAVELED ROAD LEADING SOUTH, 15.8 METERS (52 FT) WEST OF
 BJ4026'A POWER POLE AND 0.61 METERS (2 FT) EAST OF A FENCE CORNER AND TREE
 BJ4026'IN FENCE CORNER.
 BJ4026'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 BJ4026'THE MARK IS 1.22 M BELOW HECK YOUNG ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4025 ***********************************************************************
 BJ4025  DESIGNATION -  624
 BJ4025  PID         -  BJ4025
 BJ4025  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4025  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4025
 BJ4025                         *CURRENT SURVEY CONTROL
 BJ4025  ___________________________________________________________________
 BJ4025* NAD 83(1986)-  30 36 41.     (N)    091 10 07.     (W)     SCALED    
 BJ4025* NAVD 88     -        22.914  (meters)      75.18   (feet)  ADJUSTED  
 BJ4025  ___________________________________________________________________
 BJ4025  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4025  DYNAMIC HT  -          22.884 (meters)      75.08  (feet)  COMP
 BJ4025  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ4025
 BJ4025  VERT ORDER  -  SECOND    CLASS II
 BJ4025
 BJ4025.The horizontal coordinates were scaled from a topographic map and have
 BJ4025.an estimated accuracy of +/- 6 seconds.
 BJ4025
 BJ4025.The orthometric height was determined by differential leveling
 BJ4025.and adjusted by the National Geodetic Survey in February 1994..
 BJ4025
 BJ4025.The geoid height was determined by GEOID03.
 BJ4025
 BJ4025.The dynamic height is computed by dividing the NAVD 88
 BJ4025.geopotential number by the normal gravity value computed on the
 BJ4025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4025.degrees latitude (g = 980.6199 gals.).
 BJ4025
 BJ4025.The modeled gravity was interpolated from observed gravity values.
 BJ4025
 BJ4025;                    North         East    Units  Estimated Accuracy
 BJ4025;SPC LA S     -   234,050.    1,015,800.      MT  (+/- 180 meters Scaled)
 BJ4025
 BJ4025                          SUPERSEDED SURVEY CONTROL
 BJ4025
 BJ4025.No superseded survey control is available for this station.
 BJ4025
 BJ4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP755879(NAD 83)
 BJ4025_MARKER: DB = BENCH MARK DISK
 BJ4025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4025_SP_SET: CONCRETE POST
 BJ4025_STAMPING: 624
 BJ4025_MARK LOGO: LA-033
 BJ4025_PROJECTION: FLUSH
 BJ4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4025+STABILITY: SURFACE MOTION
 BJ4025
 BJ4025  HISTORY     - Date     Condition        Report By
 BJ4025  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4025  HISTORY     - 1987     GOOD             LA-033
 BJ4025
 BJ4025                          STATION DESCRIPTION
 BJ4025
 BJ4025'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4025'2.8 KM (1.75 MI) NORTH FROM BAKER.
 BJ4025'AT THE INTERSECTION OF OLD BAKER HIGHWAY AND HECK YOUNG ROAD ABOUT
 BJ4025'2.8 KM (1.75 MI) NORTH OF BAKER, 24.7 METERS (81 FT) WEST OF THE
 BJ4025'CENTER- LINE OF OLD BAKER HIGHWAY, 12.5 METERS (41 FT) SOUTH OF HECK
 BJ4025'YOUNG ROAD, 0.6 METERS (2 FT) EAST OF A HIGHWAY CONCRETE RIGHT-OF-WAY
 BJ4025'MARKER AND 0.3 METERS (1 FT) NORTHEAST OF A FENCE CORNER POST.
 BJ4025'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 BJ4025'THE MARK IS 0.31 M BELOW HECK YOUNG ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2212 ***********************************************************************
 BX2212  DESIGNATION -  624 KCSRR
 BX2212  PID         -  BX2212
 BX2212  STATE/COUNTY-  LA/SABINE
 BX2212  USGS QUAD   -  LORING (1994)
 BX2212
 BX2212                         *CURRENT SURVEY CONTROL
 BX2212  ___________________________________________________________________
 BX2212* NAD 83(1986)-  31 37 03.     (N)    093 36 46.     (W)     SCALED    
 BX2212* NAVD 88     -        75.87   (+/-2cm)     248.9    (feet)  VERTCON   
 BX2212  ___________________________________________________________________
 BX2212  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2212
 BX2212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2212
 BX2212.The horizontal coordinates were scaled from a topographic map and have
 BX2212.an estimated accuracy of +/- 6 seconds.
 BX2212
 BX2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2212.The vertical order pertains to the NGVD 29 superseded value.
 BX2212
 BX2212.The geoid height was determined by GEOID03.
 BX2212
 BX2212;                    North         East    Units  Estimated Accuracy
 BX2212;SPC LA N     -   124,450.      894,430.      MT  (+/- 180 meters Scaled)
 BX2212
 BX2212                          SUPERSEDED SURVEY CONTROL
 BX2212
 BX2212  NGVD 29 (??/??/??)   75.967  (m)          249.24   (f) ADJUSTED    2 0
 BX2212
 BX2212.Superseded values are not recommended for survey control.
 BX2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2212.See file dsdata.txt to determine how the superseded data were derived.
 BX2212
 BX2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ418982(NAD 83)
 BX2212_MARKER: Z = SEE DESCRIPTION
 BX2212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2212_SP_SET: RAIL
 BX2212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2212
 BX2212  HISTORY     - Date     Condition        Report By
 BX2212  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2212  HISTORY     - 1935     GOOD             CGS
 BX2212  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2212
 BX2212                          STATION DESCRIPTION
 BX2212
 BX2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2212'2.1 MI SE FROM ZWOLLE.
 BX2212'2.1 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX2212'ZWOLLE, SABINE PARISH, AT STATION 32946+40, AND 45 FEET SOUTHWEST OF A
 BX2212'POINT 18 FEET NORTHWEST OF MILEPORT 624.  THE TOP OF THE FLANGE OF A
 BX2212'VERTICAL RAIL.
 BX2212
 BX2212                          STATION RECOVERY (2001)
 BX2212
 BX2212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3963 ***********************************************************************
 BJ3963  DESIGNATION -  626
 BJ3963  PID         -  BJ3963
 BJ3963  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3963  USGS QUAD   -  ZACHARY (1980)
 BJ3963
 BJ3963                         *CURRENT SURVEY CONTROL
 BJ3963  ___________________________________________________________________
 BJ3963* NAD 83(1986)-  30 39 12.     (N)    091 10 34.     (W)     SCALED    
 BJ3963* NAVD 88     -        31.506  (meters)     103.37   (feet)  ADJUSTED  
 BJ3963  ___________________________________________________________________
 BJ3963  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3963  DYNAMIC HT  -          31.465 (meters)     103.23  (feet)  COMP
 BJ3963  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ3963
 BJ3963  VERT ORDER  -  SECOND    CLASS II
 BJ3963
 BJ3963.The horizontal coordinates were scaled from a topographic map and have
 BJ3963.an estimated accuracy of +/- 6 seconds.
 BJ3963
 BJ3963.The orthometric height was determined by differential leveling
 BJ3963.and adjusted by the National Geodetic Survey in February 1994..
 BJ3963
 BJ3963.The geoid height was determined by GEOID03.
 BJ3963
 BJ3963.The dynamic height is computed by dividing the NAVD 88
 BJ3963.geopotential number by the normal gravity value computed on the
 BJ3963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3963.degrees latitude (g = 980.6199 gals.).
 BJ3963
 BJ3963.The modeled gravity was interpolated from observed gravity values.
 BJ3963
 BJ3963;                    North         East    Units  Estimated Accuracy
 BJ3963;SPC LA S     -   238,700.    1,015,070.      MT  (+/- 180 meters Scaled)
 BJ3963
 BJ3963                          SUPERSEDED SURVEY CONTROL
 BJ3963
 BJ3963.No superseded survey control is available for this station.
 BJ3963
 BJ3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP747926(NAD 83)
 BJ3963_MARKER: DD = SURVEY DISK
 BJ3963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3963_SP_SET: CONCRETE POST
 BJ3963_STAMPING: 626
 BJ3963_MARK LOGO: LA-033
 BJ3963_PROJECTION: RECESSED 7 CENTIMETERS
 BJ3963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3963+STABILITY: SURFACE MOTION
 BJ3963
 BJ3963  HISTORY     - Date     Condition        Report By
 BJ3963  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3963  HISTORY     - 1987     GOOD             LA-033
 BJ3963
 BJ3963                          STATION DESCRIPTION
 BJ3963
 BJ3963'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3963'2.25 KM (1.4 MI) WEST FROM ZACHARY.
 BJ3963'ABOUT 2.25 KM (1.4 MI) WEST ALONG STATE HIGHWAY 64 FROM THE RAILROAD
 BJ3963'CROSSING AT THE OLD RAILROAD DEPOT IN ZACHARY TO THE BENCH MARK ON
 BJ3963'THE RIGHT UNDER A LARGE OAK TREE IN A YARD, ABOUT 82 METERS (270 FT)
 BJ3963'EAST OF NEWELL STREET, 13 METERS EAST OF THE EAST EDGE OF A CONCRETE
 BJ3963'DRIVEWAY TO HOUSE, 7 METERS (23 FT) NORTHWEST OF A POWER LINE POLE,
 BJ3963'13 METERS (23 FT) SOUTHEAST OF A 16-INCH OAK TREE AND 0.9 METERS (3
 BJ3963'FT) SOUTH OF AN 8-INCH OAK TREE.
 BJ3963'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3963'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2215 ***********************************************************************
 BX2215  DESIGNATION -  627 1/2 KCSRR
 BX2215  PID         -  BX2215
 BX2215  STATE/COUNTY-  LA/SABINE
 BX2215  USGS QUAD   -  LORING (1994)
 BX2215
 BX2215                         *CURRENT SURVEY CONTROL
 BX2215  ___________________________________________________________________
 BX2215* NAD 83(1986)-  31 36 06.     (N)    093 33 52.     (W)     SCALED    
 BX2215* NAVD 88     -        87.99   (+/-2cm)     288.7    (feet)  VERTCON   
 BX2215  ___________________________________________________________________
 BX2215  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX2215
 BX2215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2215
 BX2215.The horizontal coordinates were scaled from a topographic map and have
 BX2215.an estimated accuracy of +/- 6 seconds.
 BX2215
 BX2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2215.The vertical order pertains to the NGVD 29 superseded value.
 BX2215
 BX2215.The geoid height was determined by GEOID03.
 BX2215
 BX2215;                    North         East    Units  Estimated Accuracy
 BX2215;SPC LA N     -   122,640.      898,990.      MT  (+/- 180 meters Scaled)
 BX2215
 BX2215                          SUPERSEDED SURVEY CONTROL
 BX2215
 BX2215  NGVD 29 (??/??/??)   88.081  (m)          288.98   (f) ADJUSTED    2 0
 BX2215
 BX2215.Superseded values are not recommended for survey control.
 BX2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2215.See file dsdata.txt to determine how the superseded data were derived.
 BX2215
 BX2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ464964(NAD 83)
 BX2215_MARKER: Z = SEE DESCRIPTION
 BX2215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2215_SP_SET: RAIL
 BX2215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2215
 BX2215  HISTORY     - Date     Condition        Report By
 BX2215  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2215  HISTORY     - 1935     GOOD             CGS
 BX2215
 BX2215                          STATION DESCRIPTION
 BX2215
 BX2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2215'5.7 MI NW FROM MANY.
 BX2215'5.7 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM MANY,
 BX2215'SABINE PARISH, AT STATION 33133+45, AND 8 FEET WEST OF A POINT 40 FEET
 BX2215'SOUTH OF THE FIRST POLE BEYOND MILEPOLE 627 1/2.  THE TOP OF BALL OF A
 BX2215'VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2216 ***********************************************************************
 BX2216  DESIGNATION -  628 KCSRR
 BX2216  PID         -  BX2216
 BX2216  STATE/COUNTY-  LA/SABINE
 BX2216  USGS QUAD   -  LORING (1994)
 BX2216
 BX2216                         *CURRENT SURVEY CONTROL
 BX2216  ___________________________________________________________________
 BX2216* NAD 83(1986)-  31 35 53.     (N)    093 33 26.     (W)     SCALED    
 BX2216* NAVD 88     -        88.53   (+/-2cm)     290.5    (feet)  VERTCON   
 BX2216  ___________________________________________________________________
 BX2216  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX2216
 BX2216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2216
 BX2216.The horizontal coordinates were scaled from a topographic map and have
 BX2216.an estimated accuracy of +/- 6 seconds.
 BX2216
 BX2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2216.The vertical order pertains to the NGVD 29 superseded value.
 BX2216
 BX2216.The geoid height was determined by GEOID03.
 BX2216
 BX2216;                    North         East    Units  Estimated Accuracy
 BX2216;SPC LA N     -   122,240.      899,680.      MT  (+/- 180 meters Scaled)
 BX2216
 BX2216                          SUPERSEDED SURVEY CONTROL
 BX2216
 BX2216  NGVD 29 (??/??/??)   88.618  (m)          290.74   (f) ADJUSTED    2 0
 BX2216
 BX2216.Superseded values are not recommended for survey control.
 BX2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2216.See file dsdata.txt to determine how the superseded data were derived.
 BX2216
 BX2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ471960(NAD 83)
 BX2216_MARKER: Z = SEE DESCRIPTION
 BX2216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2216_SP_SET: RAIL
 BX2216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2216
 BX2216  HISTORY     - Date     Condition        Report By
 BX2216  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2216  HISTORY     - 1935     GOOD             CGS
 BX2216
 BX2216                          STATION DESCRIPTION
 BX2216
 BX2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2216'5.2 MI NW FROM MANY.
 BX2216'5.2 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM MANY,
 BX2216'SABINE PARISH, AT STATION 3316+05, AND 40 FEET SOUTH OF A POINT 15
 BX2216'FEET WEST OF THE FIRST POLE BEYOND MILEPOST 628.  THE TOP OF THE
 BX2216'FLANGE OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2218 ***********************************************************************
 BX2218  DESIGNATION -  629 KCSRR
 BX2218  PID         -  BX2218
 BX2218  STATE/COUNTY-  LA/SABINE
 BX2218  USGS QUAD   -  LORING (1994)
 BX2218
 BX2218                         *CURRENT SURVEY CONTROL
 BX2218  ___________________________________________________________________
 BX2218* NAD 83(1986)-  31 35 14.     (N)    093 32 47.     (W)     SCALED    
 BX2218* NAVD 88     -        73.17   (+/-2cm)     240.1    (feet)  VERTCON   
 BX2218  ___________________________________________________________________
 BX2218  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2218
 BX2218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2218
 BX2218.The horizontal coordinates were scaled from a topographic map and have
 BX2218.an estimated accuracy of +/- 6 seconds.
 BX2218
 BX2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2218.The vertical order pertains to the NGVD 29 superseded value.
 BX2218
 BX2218.The geoid height was determined by GEOID03.
 BX2218
 BX2218;                    North         East    Units  Estimated Accuracy
 BX2218;SPC LA N     -   121,030.      900,690.      MT  (+/- 180 meters Scaled)
 BX2218
 BX2218                          SUPERSEDED SURVEY CONTROL
 BX2218
 BX2218  NGVD 29 (??/??/??)   73.261  (m)          240.36   (f) ADJUSTED    2 0
 BX2218
 BX2218.Superseded values are not recommended for survey control.
 BX2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2218.See file dsdata.txt to determine how the superseded data were derived.
 BX2218
 BX2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ481948(NAD 83)
 BX2218_MARKER: Z = SEE DESCRIPTION
 BX2218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2218_SP_SET: RAIL
 BX2218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2218
 BX2218  HISTORY     - Date     Condition        Report By
 BX2218  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2218  HISTORY     - 1935     GOOD             CGS
 BX2218
 BX2218                          STATION DESCRIPTION
 BX2218
 BX2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2218'4.2 MI NW FROM MANY.
 BX2218'4.2 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM MANY,
 BX2218'SABINE PARISH, AT STATION 33213+30, AND ABOUT 10 FEET NORTHWEST OF A
 BX2218'POINT 40 FEET SOUTHWEST OF THE FIRST POLE SOUTHEAST OF MILEPOST 629.
 BX2218'THE TOP OF THE FLANGE OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3106 ***********************************************************************
 CP3106  DESIGNATION -  62H001 LADH 1976
 CP3106  PID         -  CP3106
 CP3106  STATE/COUNTY-  LA/WEST CARROLL
 CP3106  USGS QUAD   -  GOODWILL (1988)
 CP3106
 CP3106                         *CURRENT SURVEY CONTROL
 CP3106  ___________________________________________________________________
 CP3106* NAD 83(1992)-  32 46 14.98278(N)    091 35 41.58179(W)     ADJUSTED  
 CP3106* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 CP3106  ___________________________________________________________________
 CP3106  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CP3106  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3106
 CP3106  HORZ ORDER  -  SECOND
 CP3106
 CP3106.The horizontal coordinates were established by classical geodetic methods
 CP3106.and adjusted by the National Geodetic Survey in January 1993..
 CP3106
 CP3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3106
 CP3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3106
 CP3106.The geoid height was determined by GEOID03.
 CP3106
 CP3106;                    North         East     Units Scale Factor Converg.
 CP3106;SPC LA N     -   252,142.711 1,084,805.182   MT  1.00002541   +0 28 42.7
 CP3106;SPC LA N     -   827,238.21  3,559,065.00   sFT  1.00002541   +0 28 42.7
 CP3106;UTM  15      - 3,626,755.023   631,603.891   MT  0.99981356   +0 45 38.4
 CP3106
 CP3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3106!SPC LA N     -   0.99999932  x   1.00002541  =   1.00002473
 CP3106!UTM  15      -   0.99999932  x   0.99981356  =   0.99981288
 CP3106
 CP3106:                Primary Azimuth Mark                     Grid Az
 CP3106:SPC LA N     -  62 H 002                                 084 04 02.1
 CP3106:UTM  15      -  62 H 002                                 083 47 06.4
 CP3106
 CP3106|---------------------------------------------------------------------|
 CP3106| PID    Reference Object                     Distance      Geod. Az  |
 CP3106|                                                           dddmmss.s |
 CP3106| CP3100 62 H 002                            APPROX. 0.9 KM 0843244.8 |
 CP3106|---------------------------------------------------------------------|
 CP3106
 CP3106                          SUPERSEDED SURVEY CONTROL
 CP3106
 CP3106  NAD 83(1986)-  32 46 14.99459(N)    091 35 41.57477(W) AD(       ) 2
 CP3106  NAD 27      -  32 46 14.51365(N)    091 35 41.13909(W) AD(       ) 2
 CP3106  NGVD 29 (07/19/86)   30.4    (m)          100.     (f) VERT ANG       
 CP3106
 CP3106.Superseded values are not recommended for survey control.
 CP3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3106.See file dsdata.txt to determine how the superseded data were derived.
 CP3106
 CP3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3160426755(NAD 83)
 CP3106_MARKER: DD = SURVEY DISK
 CP3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3106+STABILITY: SURFACE MOTION
 CP3106
 CP3106  HISTORY     - Date     Condition        Report By
 CP3106  HISTORY     - 1976     MONUMENTED       LADTD
 CP3106  HISTORY     - 1978     MARK NOT FOUND   NGS
 CP3106
 CP3106                          STATION DESCRIPTION
 CP3106
 CP3106'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP3106'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF OAK GROVE AND
 CP3106'15 MILES NORTHEAST OF MER ROUGE.  THE MARK IS SET ON PROPERTY
 CP3106'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3106'
 CP3106'TO REACH THE STATION FROM THE SMALL COMMUNITY OF GOODWILL, AT THE
 CP3106'JUNCTION OF STATE HIGHWAY 2 AND STATE HIGHWAY 585, DRIVE SOUTHWEST
 CP3106'ALONG STATE HIGHWAY 2 FOR 2 MILES TO THE STATION SET ON THE LEFT
 CP3106'AND SOUTH OF THE HIGHWAY ON THE CROWN OF A LEVEE JUST EAST OF A
 CP3106'GRAVEL DRIVE.
 CP3106'
 CP3106'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3106'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP3106'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3106'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP3106'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP3106'SURFACE.  THEY ARE STAMPED 62H001 1976.  THE MARK IS 218 FEET
 CP3106'NORTH OF A POWER POLE (NO. 4), 72 FEET SOUTHEAST OF THE CENTER OF
 CP3106'STATE HIGHWAY 2, 11.5 FEET NORTHEAST OF THE CENTER OF A GRAVEL
 CP3106'DRIVE AND 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CP3106'
 CP3106'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CP3106
 CP3106                          STATION RECOVERY (1978)
 CP3106
 CP3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JEF)
 CP3106'THIS STATION WAS SEARCHED FOR AND COULD NOT BE FOUND.  THIS DATE
 CP3106'STATION 62H001 RESET 1978 (LDH) WAS ESTABLISHED IN THE TRAVERSE LINE
 CP3106'AND TIED TO STATIONS 32H001 (LDH) AND 62H002 (LDH).
 CP3106'
 CP3106'NOTE.  THE TRAVERSE LINE WITH THIS STATION MARK WAS ORIGINALLY
 CP3106'ESTABLISHED IN 1976, HOWEVER THE PROJECT WAS NOT COMPUTED UNTIL 1978
 CP3106'WHEN ADDITIONAL OBSERVATION OF HORIZONTAL ANGLES WERE NEEDED AND IT
 CP3106'WAS AT THIS TIME 62H001 WAS NOT FOUND.  THIS TRAVERSE LINE WAS
 CP3106'COMPLETELY REOCCUPIED FOR HORIZONTAL ANGLES IN 1978.
 CP3106'
 CP3106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3106'11.0 MILES SOUTHWEST OF OAK GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2904 ***********************************************************************
 CP2904  DESIGNATION -  62H010 LADH 1976
 CP2904  PID         -  CP2904
 CP2904  STATE/COUNTY-  LA/WEST CARROLL
 CP2904  USGS QUAD   -  OAK GROVE (1988)
 CP2904
 CP2904                         *CURRENT SURVEY CONTROL
 CP2904  ___________________________________________________________________
 CP2904* NAD 83(1992)-  32 48 47.59552(N)    091 28 11.95341(W)     ADJUSTED  
 CP2904* NAVD 88     -        28.6    (meters)      94.     (feet)  VERTCON   
 CP2904  ___________________________________________________________________
 CP2904  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CP2904  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP2904
 CP2904  HORZ ORDER  -  SECOND
 CP2904
 CP2904.The horizontal coordinates were established by classical geodetic methods
 CP2904.and adjusted by the National Geodetic Survey in May 1994..
 CP2904
 CP2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2904
 CP2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2904
 CP2904.The geoid height was determined by GEOID03.
 CP2904
 CP2904;                    North         East     Units Scale Factor Converg.
 CP2904;SPC LA N     -   256,948.477 1,096,462.414   MT  1.00003670   +0 32 40.4
 CP2904;SPC LA N     -   843,005.13  3,597,310.44   sFT  1.00003670   +0 32 40.4
 CP2904;UTM  15      - 3,631,617.427   643,234.906   MT  0.99985298   +0 49 45.3
 CP2904
 CP2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2904!SPC LA N     -   0.99999959  x   1.00003670  =   1.00003629
 CP2904!UTM  15      -   0.99999959  x   0.99985298  =   0.99985257
 CP2904
 CP2904:                Primary Azimuth Mark                     Grid Az
 CP2904:SPC LA N     -  62 H 011                                 029 33 25.6
 CP2904:UTM  15      -  62 H 011                                 029 16 20.7
 CP2904
 CP2904|---------------------------------------------------------------------|
 CP2904| PID    Reference Object                     Distance      Geod. Az  |
 CP2904|                                                           dddmmss.s |
 CP2904| CP2903 62 H 011                            APPROX. 1.3 KM 0300606.0 |
 CP2904|---------------------------------------------------------------------|
 CP2904
 CP2904                          SUPERSEDED SURVEY CONTROL
 CP2904
 CP2904  NAD 83(1992)-  32 48 47.59561(N)    091 28 11.95304(W) AD(       ) 2
 CP2904  NAD 83(1986)-  32 48 47.60770(N)    091 28 11.94644(W) AD(       ) 2
 CP2904  NAD 27      -  32 48 47.13605(N)    091 28 11.52341(W) AD(       ) 2
 CP2904  NGVD 29 (07/19/86)   28.7    (m)           94.     (f) VERT ANG       
 CP2904
 CP2904.Superseded values are not recommended for survey control.
 CP2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2904.See file dsdata.txt to determine how the superseded data were derived.
 CP2904
 CP2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4323531617(NAD 83)
 CP2904_MARKER: DD = SURVEY DISK
 CP2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2904+STABILITY: SURFACE MOTION
 CP2904
 CP2904  HISTORY     - Date     Condition        Report By
 CP2904  HISTORY     - 1976     MONUMENTED       LADTD
 CP2904
 CP2904                          STATION DESCRIPTION
 CP2904
 CP2904'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2904'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF OAK GROVE AND
 CP2904'5 MILES NORTHWEST OF PIONEER.  THE MARK IS SET ON PROPERTY OWNED BY
 CP2904'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2904'
 CP2904'TO REACH THE STATION FROM THE GOODWILL ELEMETARY SCHOOL ON STATE
 CP2904'HIGHWAY 2, DRIVE NORTHEAST ALONG STATE HIGHWAY 2 FOR 4.9 MILES TO
 CP2904'THE MARK SET ON THE RIGHT AND SOUTHEAST OF THE HIGHWAY NEAR A POWER
 CP2904'POLE.
 CP2904'
 CP2904'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2904'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2904'CYLINDRICAL CONCRETE MONUMENT THAT IS 15 INCHES BELOW THE GROUND
 CP2904'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2904'MASS OF CONCRETE THAT IS ABOUT 46 INCHES BELOW THE GROUND
 CP2904'SURFACE.  THEY ARE STAMPED 62H010 1976.  THE MARK IS 204 FEET
 CP2904'SOUTHWEST OF A 72 INCH OAK TREE, 165.5 FEET SOUTH OF A POWER
 CP2904'POLE (NO. 117), 64 FEET EAST-SOUTHEAST OF THE CENTER OF STATE
 CP2904'HIGHWAY 2 AND 17.5 FEET EAST-NORTHEAST OF A POWER POLE WITH A
 CP2904'WITNESS SIGN ATTACHED.
 CP2904'
 CP2904'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2901 ***********************************************************************
 CP2901  DESIGNATION -  62H013 LADH 1976
 CP2901  PID         -  CP2901
 CP2901  STATE/COUNTY-  LA/WEST CARROLL
 CP2901  USGS QUAD   -  OAK GROVE (1988)
 CP2901
 CP2901                         *CURRENT SURVEY CONTROL
 CP2901  ___________________________________________________________________
 CP2901* NAD 83(1992)-  32 49 50.47669(N)    091 26 22.24123(W)     ADJUSTED  
 CP2901* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 CP2901  ___________________________________________________________________
 CP2901  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2901  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP2901
 CP2901  HORZ ORDER  -  SECOND
 CP2901
 CP2901.The horizontal coordinates were established by classical geodetic methods
 CP2901.and adjusted by the National Geodetic Survey in May 1994..
 CP2901
 CP2901.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2901
 CP2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2901
 CP2901.The geoid height was determined by GEOID03.
 CP2901
 CP2901;                    North         East     Units Scale Factor Converg.
 CP2901;SPC LA N     -   258,913.100 1,099,297.458   MT  1.00004151   +0 33 38.5
 CP2901;SPC LA N     -   849,450.73  3,606,611.74   sFT  1.00004151   +0 33 38.5
 CP2901;UTM  15      - 3,633,595.774   646,059.628   MT  0.99986305   +0 50 46.3
 CP2901
 CP2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2901!SPC LA N     -   0.99999928  x   1.00004151  =   1.00004079
 CP2901!UTM  15      -   0.99999928  x   0.99986305  =   0.99986233
 CP2901
 CP2901:                Primary Azimuth Mark                     Grid Az
 CP2901:SPC LA N     -  62 H 014                                 059 27 03.1
 CP2901:UTM  15      -  62 H 014                                 059 09 55.3
 CP2901
 CP2901|---------------------------------------------------------------------|
 CP2901| PID    Reference Object                     Distance      Geod. Az  |
 CP2901|                                                           dddmmss.s |
 CP2901| CP2900 62 H 014                            APPROX. 0.8 KM 0600041.6 |
 CP2901|---------------------------------------------------------------------|
 CP2901
 CP2901                          SUPERSEDED SURVEY CONTROL
 CP2901
 CP2901  NAD 83(1992)-  32 49 50.47681(N)    091 26 22.24051(W) AD(       ) 2
 CP2901  NAD 83(1986)-  32 49 50.48903(N)    091 26 22.23426(W) AD(       ) 2
 CP2901  NAD 27      -  32 49 50.02025(N)    091 26 21.81364(W) AD(       ) 2
 CP2901  NGVD 29 (07/19/86)   30.7    (m)          101.     (f) VERT ANG       
 CP2901
 CP2901.Superseded values are not recommended for survey control.
 CP2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2901.See file dsdata.txt to determine how the superseded data were derived.
 CP2901
 CP2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4606033596(NAD 83)
 CP2901_MARKER: DD = SURVEY DISK
 CP2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2901+STABILITY: SURFACE MOTION
 CP2901
 CP2901  HISTORY     - Date     Condition        Report By
 CP2901  HISTORY     - 1976     MONUMENTED       LADTD
 CP2901
 CP2901                          STATION DESCRIPTION
 CP2901
 CP2901'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2901'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF OAK GROVE AND 6
 CP2901'MILES NORTH OF PIONEER.  THE MARK IS SET ON PROPERTY OWNED BY THE
 CP2901'LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2901'
 CP2901'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2901'OAK GROVE ON STATE HIGHWAY 2, DRIVE SOUTHWEST ALONG STATE HIGHWAY
 CP2901'2 FOR 4.4 MILES TO THE MARK SET ON THE RIGHT AND NORTH OF THE
 CP2901'HIGHWAY NEAR A POWER POLE AND ABOUT 800 FEET EAST OF THE JUNCTION
 CP2901'OF STATE HIGHWAY 2 AND 597.
 CP2901'
 CP2901'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2901'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2901'CYLINDRICAL CONCRETE MONUMENT THAT IS ABOUT 15 INCHES BELOW THE
 CP2901'GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
 CP2901'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 42 INCHES BELOW THE
 CP2901'GROUND SURFACE.  THEY ARE STAMPED 62H013 1976.  THE MARK IS 169
 CP2901'FEET EAST OF A POWER POLE (NO. 68) WITH A TRANSFORMER ATTACHED,
 CP2901'66 FEET WEST OF A POWER POLE, 62.5 FEET NORTH OF THE CENTER OF
 CP2901'STATE HIGHWAY 2 AND 1.5 FEET NORTH OF A METAL WITNESS POST AND
 CP2901'SIGN.
 CP2901'
 CP2901'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2897 ***********************************************************************
 CP2897  DESIGNATION -  62H017 LADH 1976
 CP2897  PID         -  CP2897
 CP2897  STATE/COUNTY-  LA/WEST CARROLL
 CP2897  USGS QUAD   -  OAK GROVE (1988)
 CP2897
 CP2897                         *CURRENT SURVEY CONTROL
 CP2897  ___________________________________________________________________
 CP2897* NAD 83(1992)-  32 51 41.35446(N)    091 24 41.44132(W)     ADJUSTED  
 CP2897* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 CP2897  ___________________________________________________________________
 CP2897  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CP2897  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP2897
 CP2897  HORZ ORDER  -  SECOND
 CP2897
 CP2897.The horizontal coordinates were established by classical geodetic methods
 CP2897.and adjusted by the National Geodetic Survey in May 1994..
 CP2897
 CP2897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2897
 CP2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2897
 CP2897.The geoid height was determined by GEOID03.
 CP2897
 CP2897;                    North         East     Units Scale Factor Converg.
 CP2897;SPC LA N     -   262,354.783 1,101,884.804   MT  1.00005023   +0 34 31.7
 CP2897;SPC LA N     -   860,742.32  3,615,100.39   sFT  1.00005023   +0 34 31.7
 CP2897;UTM  15      - 3,637,049.716   648,629.301   MT  0.99987239   +0 51 43.5
 CP2897
 CP2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2897!SPC LA N     -   0.99999903  x   1.00005023  =   1.00004926
 CP2897!UTM  15      -   0.99999903  x   0.99987239  =   0.99987142
 CP2897
 CP2897:                Primary Azimuth Mark                     Grid Az
 CP2897:SPC LA N     -  62H018 LADH 1976                         030 15 39.5
 CP2897:UTM  15      -  62H018 LADH 1976                         029 58 27.7
 CP2897
 CP2897|---------------------------------------------------------------------|
 CP2897| PID    Reference Object                     Distance      Geod. Az  |
 CP2897|                                                           dddmmss.s |
 CP2897| CP2896 62H018 LADH 1976                    APPROX. 0.9 KM 0305011.2 |
 CP2897| CP2895 OAK GROVE MUN TANK NEW              APPROX. 1.8 KM 0862133.3 |
 CP2897|---------------------------------------------------------------------|
 CP2897
 CP2897                          SUPERSEDED SURVEY CONTROL
 CP2897
 CP2897  NAD 83(1992)-  32 51 41.35471(N)    091 24 41.44020(W) AD(       ) 2
 CP2897  NAD 83(1986)-  32 51 41.36701(N)    091 24 41.43443(W) AD(       ) 2
 CP2897  NAD 27      -  32 51 40.90249(N)    091 24 41.01622(W) AD(       ) 2
 CP2897  NGVD 29 (07/19/86)   32.3    (m)          106.     (f) VERT ANG       
 CP2897
 CP2897.Superseded values are not recommended for survey control.
 CP2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2897.See file dsdata.txt to determine how the superseded data were derived.
 CP2897
 CP2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4862937050(NAD 83)
 CP2897_MARKER: DD = SURVEY DISK
 CP2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2897+STABILITY: SURFACE MOTION
 CP2897
 CP2897  HISTORY     - Date     Condition        Report By
 CP2897  HISTORY     - 1976     MONUMENTED       LADTD
 CP2897
 CP2897                          STATION DESCRIPTION
 CP2897
 CP2897'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2897'THE STATION IS LOCATED ABOUT 0.3 MILES WEST OF OAK GROVE.  THE MARK
 CP2897'IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2897'
 CP2897'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2897'OAK GROVE ON STATE HIGHWAY 2, DRIVE WEST ALONG STATE HIGHWAY 2 FOR
 CP2897'1 MILE TO THE JUNCTION WITH STATE HIGHWAY 879, TURN RIGHT ON STATE
 CP2897'HIGHWAY 879 AND GO NORTHWEST FOR 0.5 MILES TO THE STATION ON THE
 CP2897'RIGHT AND NORTH OF THE HIGHWAY NEAR A TELEPHONE CABLE REPAIR BOX.
 CP2897'
 CP2897'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2897'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2897'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2897'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2897'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2897'SURFACE.  THEY ARE STAMPED 62H017 1976.  THE MARK IS 116 FEET
 CP2897'WEST OF THE CENTER OF A ROAD LEADING INTO A FIELD, 40 FEET NORTH
 CP2897'OF THE CENTER OF STATE HIGHWAY 879, 15 FEET EAST OF A TELEPHONE
 CP2897'CABLE REPAIR BOX AND 1.5 FEET NORTH OF A METAL WITNESS POST
 CP2897'AND SIGN.
 CP2897'
 CP2897'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2896 ***********************************************************************
 CP2896  DESIGNATION -  62H018 LADH 1976
 CP2896  PID         -  CP2896
 CP2896  STATE/COUNTY-  LA/WEST CARROLL
 CP2896  USGS QUAD   -  OAK GROVE (1988)
 CP2896
 CP2896                         *CURRENT SURVEY CONTROL
 CP2896  ___________________________________________________________________
 CP2896* NAD 83(1992)-  32 52 07.45920(N)    091 24 22.97455(W)     ADJUSTED  
 CP2896* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 CP2896  ___________________________________________________________________
 CP2896  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CP2896  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP2896
 CP2896  HORZ ORDER  -  SECOND
 CP2896
 CP2896.The horizontal coordinates were established by classical geodetic methods
 CP2896.and adjusted by the National Geodetic Survey in May 1994..
 CP2896
 CP2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2896
 CP2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2896
 CP2896.The geoid height was determined by GEOID03.
 CP2896
 CP2896;                    North         East     Units Scale Factor Converg.
 CP2896;SPC LA N     -   263,163.803 1,102,356.818   MT  1.00005232   +0 34 41.5
 CP2896;SPC LA N     -   863,396.58  3,616,648.99   sFT  1.00005232   +0 34 41.5
 CP2896;UTM  15      - 3,637,860.944   649,097.178   MT  0.99987410   +0 51 54.2
 CP2896
 CP2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2896!SPC LA N     -   0.99999903  x   1.00005232  =   1.00005135
 CP2896!UTM  15      -   0.99999903  x   0.99987410  =   0.99987313
 CP2896
 CP2896:                Primary Azimuth Mark                     Grid Az
 CP2896:SPC LA N     -  62H019 LADH 1976                         052 21 06.8
 CP2896:UTM  15      -  62H019 LADH 1976                         052 03 54.1
 CP2896
 CP2896|---------------------------------------------------------------------|
 CP2896| PID    Reference Object                     Distance      Geod. Az  |
 CP2896|                                                           dddmmss.s |
 CP2896| CP2915 62H019 LADH 1976                    APPROX. 1.3 KM 0525548.3 |
 CP2896|---------------------------------------------------------------------|
 CP2896
 CP2896                          SUPERSEDED SURVEY CONTROL
 CP2896
 CP2896  NAD 83(1992)-  32 52 07.45951(N)    091 24 22.97336(W) AD(       ) 2
 CP2896  NAD 83(1986)-  32 52 07.47180(N)    091 24 22.96769(W) AD(       ) 2
 CP2896  NAD 27      -  32 52 07.00834(N)    091 24 22.55000(W) AD(       ) 2
 CP2896  NGVD 29 (07/19/86)   32.3    (m)          106.     (f) VERT ANG       
 CP2896
 CP2896.Superseded values are not recommended for survey control.
 CP2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2896.See file dsdata.txt to determine how the superseded data were derived.
 CP2896
 CP2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4909737861(NAD 83)
 CP2896_MARKER: DD = SURVEY DISK
 CP2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2896+STABILITY: SURFACE MOTION
 CP2896
 CP2896  HISTORY     - Date     Condition        Report By
 CP2896  HISTORY     - 1976     MONUMENTED       LADTD
 CP2896
 CP2896                          STATION DESCRIPTION
 CP2896
 CP2896'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2896'THE STATION IS LOCATED ABOUT 0.5 MILES NORTHWEST OF OAK GROVE.  THE
 CP2896'MARK IS SET IN A FIELD OWNED BY
 CP2896'
 CP2896'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2896'OAK GROVE ON STATE HIGHWAY 2, DRIVE WEST ALONG STATE HIGHWAY 2 FOR
 CP2896'1 MILE TO THE JUNCTION WITH STATE HIGHWAY 879, TURN RIGHT ON STATE
 CP2896'HIGHWAY 879 AND GO NORTHWEST FOR 0.5 MILES TO A FIELD ROAD ON THE
 CP2896'RIGHT AND NORTH OF THE HIGHWAY, TURN RIGHT ON THE FIELD ROAD AND
 CP2896'GO NORTH FOR 0.6 MILES TO THE MARK SET IN A TREE LINE EAST OF
 CP2896'THE ROAD.
 CP2896'
 CP2896'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2896'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2896'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2896'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2896'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2896'SURFACE.  THEY ARE STAMPED 62H018 1976.  THE MARK IS 52.5 FEET
 CP2896'SOUTH OF A 14 INCH HACKBERRY TREE, 21.5 FEET EAST OF THE CENTER
 CP2896'OF A FIELD ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST AND
 CP2896'SIGN.
 CP2896'
 CP2896'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2915 ***********************************************************************
 CP2915  DESIGNATION -  62H019 LADH 1976
 CP2915  PID         -  CP2915
 CP2915  STATE/COUNTY-  LA/WEST CARROLL
 CP2915  USGS QUAD   -  FISKE (1988)
 CP2915
 CP2915                         *CURRENT SURVEY CONTROL
 CP2915  ___________________________________________________________________
 CP2915* NAD 83(1992)-  32 52 32.28731(N)    091 23 44.02573(W)     ADJUSTED  
 CP2915* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 CP2915  ___________________________________________________________________
 CP2915  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CP2915  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP2915
 CP2915  HORZ ORDER  -  SECOND
 CP2915
 CP2915.The horizontal coordinates were established by classical geodetic methods
 CP2915.and adjusted by the National Geodetic Survey in May 1994..
 CP2915
 CP2915.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2915
 CP2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2915
 CP2915.The geoid height was determined by GEOID03.
 CP2915
 CP2915;                    North         East     Units Scale Factor Converg.
 CP2915;SPC LA N     -   263,938.933 1,103,361.600   MT  1.00005433   +0 35 02.1
 CP2915;SPC LA N     -   865,939.65  3,619,945.52   sFT  1.00005433   +0 35 02.1
 CP2915;UTM  15      - 3,638,640.958   650,097.886   MT  0.99987780   +0 52 15.9
 CP2915
 CP2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2915!SPC LA N     -   0.99999883  x   1.00005433  =   1.00005316
 CP2915!UTM  15      -   0.99999883  x   0.99987780  =   0.99987663
 CP2915
 CP2915:                Primary Azimuth Mark                     Grid Az
 CP2915:SPC LA N     -  62 H 020                                 094 51 00.7
 CP2915:UTM  15      -  62 H 020                                 094 33 46.9
 CP2915
 CP2915|---------------------------------------------------------------------|
 CP2915| PID    Reference Object                     Distance      Geod. Az  |
 CP2915|                                                           dddmmss.s |
 CP2915| CP2894 62 H 020                            APPROX. 1.2 KM 0952602.8 |
 CP2915| CP2895 OAK GROVE MUN TANK NEW              APPROX. 1.5 KM 1684027.4 |
 CP2915|---------------------------------------------------------------------|
 CP2915
 CP2915                          SUPERSEDED SURVEY CONTROL
 CP2915
 CP2915  NAD 83(1992)-  32 52 32.28767(N)    091 23 44.02443(W) AD(       ) 2
 CP2915  NAD 83(1986)-  32 52 32.29997(N)    091 23 44.01886(W) AD(       ) 2
 CP2915  NAD 27      -  32 52 31.83769(N)    091 23 43.60205(W) AD(       ) 2
 CP2915  NGVD 29 (07/19/86)   33.6    (m)          110.     (f) VERT ANG       
 CP2915
 CP2915.Superseded values are not recommended for survey control.
 CP2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2915.See file dsdata.txt to determine how the superseded data were derived.
 CP2915
 CP2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5009838641(NAD 83)
 CP2915_MARKER: DD = SURVEY DISK
 CP2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2915+STABILITY: SURFACE MOTION
 CP2915
 CP2915  HISTORY     - Date     Condition        Report By
 CP2915  HISTORY     - 1976     MONUMENTED       LADTD
 CP2915
 CP2915                          STATION DESCRIPTION
 CP2915
 CP2915'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2915'THE STATION IS LOCATED ABOUT 0.3 MILES NORTHWEST OF OAK GROVE.  THE
 CP2915'MARK IS SET ON PROPERTY OWNED BY MR. A. W. BIVENS, OAK GROVE, LA.,
 CP2915'TELEPHONE 428-3681.
 CP2915'
 CP2915'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2915'OAK GROVE ON STATE HIGHWAY 2, DRIVE WEST ALONG STATE HIGHWAY 2 FOR
 CP2915'0.8 MILES TO THE JUNCTION OF THE OLD KILBOURNE ROAD LEADING NORTH,
 CP2915'TURN RIGHT ON THE OLD KILBOURNE ROAD AND GO NORTH FOR 1.1 MILES TO
 CP2915'THE MARK SET ON THE RIGHT AND EAST OF THE ROAD JUST NORTH OF A
 CP2915'ROAD LEADING EAST.
 CP2915'
 CP2915'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2915'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2915'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2915'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2915'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2915'SURFACE.  THEY ARE STAMPED 62H019 1976.  THE MARK IS 56 FEET
 CP2915'EAST OF THE CENTER OF THE OLD KILBOURNE ROAD, 16 FEET EAST OF A
 CP2915'POWER POLE, 15 FEET NORTH-NORTHEAST OF THE CENTER OF A FIELD
 CP2915'ROAD AND 1.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 CP2915'
 CP2915'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2914 ***********************************************************************
 CP2914  DESIGNATION -  62H021 LADH 1976
 CP2914  PID         -  CP2914
 CP2914  STATE/COUNTY-  LA/WEST CARROLL
 CP2914  USGS QUAD   -  FISKE (1988)
 CP2914
 CP2914                         *CURRENT SURVEY CONTROL
 CP2914  ___________________________________________________________________
 CP2914* NAD 83(1992)-  32 53 08.67719(N)    091 22 34.90086(W)     ADJUSTED  
 CP2914* NAVD 88     -        34.4    (meters)     113.     (feet)  VERTCON   
 CP2914  ___________________________________________________________________
 CP2914  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CP2914  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2914
 CP2914  HORZ ORDER  -  SECOND
 CP2914
 CP2914.The horizontal coordinates were established by classical geodetic methods
 CP2914.and adjusted by the National Geodetic Survey in May 1994..
 CP2914
 CP2914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2914
 CP2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2914
 CP2914.The geoid height was determined by GEOID03.
 CP2914
 CP2914;                    North         East     Units Scale Factor Converg.
 CP2914;SPC LA N     -   265,078.442 1,105,146.920   MT  1.00005730   +0 35 38.6
 CP2914;SPC LA N     -   869,678.19  3,625,802.85   sFT  1.00005730   +0 35 38.6
 CP2914;UTM  15      - 3,639,789.209   651,877.157   MT  0.99988442   +0 52 54.3
 CP2914
 CP2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2914!SPC LA N     -   0.99999869  x   1.00005730  =   1.00005599
 CP2914!UTM  15      -   0.99999869  x   0.99988442  =   0.99988311
 CP2914
 CP2914:                Primary Azimuth Mark                     Grid Az
 CP2914:SPC LA N     -  62 H 022                                 029 51 34.1
 CP2914:UTM  15      -  62 H 022                                 029 34 18.4
 CP2914
 CP2914|---------------------------------------------------------------------|
 CP2914| PID    Reference Object                     Distance      Geod. Az  |
 CP2914|                                                           dddmmss.s |
 CP2914| CP2887 62 H 022                            APPROX. 0.7 KM 0302712.7 |
 CP2914|---------------------------------------------------------------------|
 CP2914
 CP2914                          SUPERSEDED SURVEY CONTROL
 CP2914
 CP2914  NAD 83(1992)-  32 53 08.67759(N)    091 22 34.89941(W) AD(       ) 2
 CP2914  NAD 83(1986)-  32 53 08.68991(N)    091 22 34.89397(W) AD(       ) 2
 CP2914  NAD 27      -  32 53 08.22931(N)    091 22 34.47890(W) AD(       ) 2
 CP2914  NGVD 29 (07/19/86)   34.5    (m)          113.     (f) VERT ANG       
 CP2914
 CP2914.Superseded values are not recommended for survey control.
 CP2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2914.See file dsdata.txt to determine how the superseded data were derived.
 CP2914
 CP2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5187739789(NAD 83)
 CP2914_MARKER: DD = SURVEY DISK
 CP2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2914+STABILITY: SURFACE MOTION
 CP2914
 CP2914  HISTORY     - Date     Condition        Report By
 CP2914  HISTORY     - 1976     MONUMENTED       LADTD
 CP2914
 CP2914                          STATION DESCRIPTION
 CP2914
 CP2914'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2914'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF OAK GROVE.  THE
 CP2914'MARK IS SET ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 CP2914'HIGHWAYS.
 CP2914'
 CP2914'TO REACH THE STATION FROM THE WEST CARROLL PARISH COURT HOUSE IN
 CP2914'OAK GROVE ON STATE HIGHWAY 2, DRIVE WEST ALONG STATE HIGHWAY 2
 CP2914'FOR 0.1 MILES TO THE JUNCTION WITH STATE HIGHWAY 17, TURN RIGHT
 CP2914'ON STATE HIGHWAY 17 AND GO NORTHEAST FOR 2 MILES TO THE STATION
 CP2914'ON THE LEFT AND NORTHWEST OF THE HIGHWAY NEAR THE MISSOURI
 CP2914'PACIFIC RAILROAD TRACKS.
 CP2914'
 CP2914'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2914'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CP2914'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2914'SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR
 CP2914'MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND
 CP2914'SURFACE.  THEY ARE STAMPED 62H021 1976.  THE MARK IS 102.5 FEET
 CP2914'NORTHWEST OF A POWER POLE, 41 FEET WEST OF THE CENTER OF STATE
 CP2914'HIGHWAY 17, 37 FEET EAST OF THE EAST RAIL ON THE MISSOURI
 CP2914'PACIFIC RAILROAD, AND 1.5 FEET SOUTH OF A METAL WITNESS POST AND
 CP2914'SIGN.
 CP2914'
 CP2914'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4106 ***********************************************************************
 BJ4106  DESIGNATION -  630
 BJ4106  PID         -  BJ4106
 BJ4106  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4106  USGS QUAD   -  ZACHARY (1980)
 BJ4106
 BJ4106                         *CURRENT SURVEY CONTROL
 BJ4106  ___________________________________________________________________
 BJ4106* NAD 83(1986)-  30 38 16.     (N)    091 07 42.     (W)     SCALED    
 BJ4106* NAVD 88     -        26.398  (meters)      86.61   (feet)  ADJUSTED  
 BJ4106  ___________________________________________________________________
 BJ4106  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4106  DYNAMIC HT  -          26.364 (meters)      86.50  (feet)  COMP
 BJ4106  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ4106
 BJ4106  VERT ORDER  -  SECOND    CLASS II
 BJ4106
 BJ4106.The horizontal coordinates were scaled from a topographic map and have
 BJ4106.an estimated accuracy of +/- 6 seconds.
 BJ4106
 BJ4106.The orthometric height was determined by differential leveling
 BJ4106.and adjusted by the National Geodetic Survey in February 1994..
 BJ4106
 BJ4106.The geoid height was determined by GEOID03.
 BJ4106
 BJ4106.The dynamic height is computed by dividing the NAVD 88
 BJ4106.geopotential number by the normal gravity value computed on the
 BJ4106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4106.degrees latitude (g = 980.6199 gals.).
 BJ4106
 BJ4106.The modeled gravity was interpolated from observed gravity values.
 BJ4106
 BJ4106;                    North         East    Units  Estimated Accuracy
 BJ4106;SPC LA S     -   236,980.    1,019,650.      MT  (+/- 180 meters Scaled)
 BJ4106
 BJ4106                          SUPERSEDED SURVEY CONTROL
 BJ4106
 BJ4106.No superseded survey control is available for this station.
 BJ4106
 BJ4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP793909(NAD 83)
 BJ4106_MARKER: DB = BENCH MARK DISK
 BJ4106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4106_SP_SET: CONCRETE POST
 BJ4106_STAMPING: 630
 BJ4106_MARK LOGO: LA-033
 BJ4106_PROJECTION: FLUSH
 BJ4106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4106+STABILITY: SURFACE MOTION
 BJ4106
 BJ4106  HISTORY     - Date     Condition        Report By
 BJ4106  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4106  HISTORY     - 1987     GOOD             LA-033
 BJ4106
 BJ4106                          STATION DESCRIPTION
 BJ4106
 BJ4106'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4106'2.9 KM (1.8 MI) WEST FROM ZACHARY.
 BJ4106'ABOUT 2.9 KM (1.8 MILES) WEST ALONG LOWER ZACHARY ROAD FROM THE
 BJ4106'INTERSECTION OF LOWER ZACHARY ROAD AND STATE HIGHWAY 19 IN ZACHARY TO
 BJ4106'MARK ON THE RIGHT, 14.6 METERS (48 FEET) SOUTHWEST OF THE CENTERLINE
 BJ4106'OF LOWER ZACHARY ROAD, 2.1 METERS (7 FEET) EAST OF A ROAD
 BJ4106'RIGHT-OF-WAY CONCRETE POST MARKER AND 0.3 METERS (1 FOOT) NORTHEAST
 BJ4106'OF A FENCE.
 BJ4106'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ4106'THE MARK IS 0.30 M BELOW LOWER ZACHARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1924 ***********************************************************************
 BX1924  DESIGNATION -  632 1/2 KCSRR
 BX1924  PID         -  BX1924
 BX1924  STATE/COUNTY-  LA/SABINE
 BX1924  USGS QUAD   -  MANY (1994)
 BX1924
 BX1924                         *CURRENT SURVEY CONTROL
 BX1924  ___________________________________________________________________
 BX1924* NAD 83(1986)-  31 33 59.     (N)    093 29 54.     (W)     SCALED    
 BX1924* NAVD 88     -        64.36   (+/-2cm)     211.2    (feet)  VERTCON   
 BX1924  ___________________________________________________________________
 BX1924  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX1924
 BX1924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1924
 BX1924.The horizontal coordinates were scaled from a topographic map and have
 BX1924.an estimated accuracy of +/- 6 seconds.
 BX1924
 BX1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1924.The vertical order pertains to the NGVD 29 superseded value.
 BX1924
 BX1924.The geoid height was determined by GEOID03.
 BX1924
 BX1924;                    North         East    Units  Estimated Accuracy
 BX1924;SPC LA N     -   118,670.      905,230.      MT  (+/- 180 meters Scaled)
 BX1924
 BX1924                          SUPERSEDED SURVEY CONTROL
 BX1924
 BX1924  NGVD 29 (??/??/??)   64.451  (m)          211.45   (f) ADJUSTED    2 0
 BX1924
 BX1924.Superseded values are not recommended for survey control.
 BX1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1924.See file dsdata.txt to determine how the superseded data were derived.
 BX1924
 BX1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ527924(NAD 83)
 BX1924_MARKER: Z = SEE DESCRIPTION
 BX1924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1924_SP_SET: RAIL
 BX1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1924
 BX1924  HISTORY     - Date     Condition        Report By
 BX1924  HISTORY     - UNK      MONUMENTED       KCSRR
 BX1924  HISTORY     - 1935     GOOD             CGS
 BX1924  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1924
 BX1924                          STATION DESCRIPTION
 BX1924
 BX1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1924'0.8 MI W FROM MANY.
 BX1924'0.8 MILE WEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM MANY, SABINE
 BX1924'PARISH, AT STATION 33395+20, AND 10 FEET WEST OF A POINT 40 FEET SOUTH
 BX1924'OF MILEPOLE 632 1/2.  THE TOP OF THE FLANGE OF A VERTICAL RAIL.
 BX1924
 BX1924                          STATION RECOVERY (2001)
 BX1924
 BX1924'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3961 ***********************************************************************
 BJ3961  DESIGNATION -  635
 BJ3961  PID         -  BJ3961
 BJ3961  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3961  USGS QUAD   -  ZACHARY (1980)
 BJ3961
 BJ3961                         *CURRENT SURVEY CONTROL
 BJ3961  ___________________________________________________________________
 BJ3961* NAD 83(1986)-  30 39 53.     (N)    091 11 32.     (W)     SCALED    
 BJ3961* NAVD 88     -        32.474  (meters)     106.54   (feet)  ADJUSTED  
 BJ3961  ___________________________________________________________________
 BJ3961  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3961  DYNAMIC HT  -          32.432 (meters)     106.40  (feet)  COMP
 BJ3961  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3961
 BJ3961  VERT ORDER  -  SECOND    CLASS II
 BJ3961
 BJ3961.The horizontal coordinates were scaled from a topographic map and have
 BJ3961.an estimated accuracy of +/- 6 seconds.
 BJ3961
 BJ3961.The orthometric height was determined by differential leveling
 BJ3961.and adjusted by the National Geodetic Survey in February 1994..
 BJ3961
 BJ3961.The geoid height was determined by GEOID03.
 BJ3961
 BJ3961.The dynamic height is computed by dividing the NAVD 88
 BJ3961.geopotential number by the normal gravity value computed on the
 BJ3961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3961.degrees latitude (g = 980.6199 gals.).
 BJ3961
 BJ3961.The modeled gravity was interpolated from observed gravity values.
 BJ3961
 BJ3961;                    North         East    Units  Estimated Accuracy
 BJ3961;SPC LA S     -   239,960.    1,013,520.      MT  (+/- 180 meters Scaled)
 BJ3961
 BJ3961                          SUPERSEDED SURVEY CONTROL
 BJ3961
 BJ3961.No superseded survey control is available for this station.
 BJ3961
 BJ3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP731938(NAD 83)
 BJ3961_MARKER: DD = SURVEY DISK
 BJ3961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3961_SP_SET: CONCRETE POST
 BJ3961_STAMPING: 635
 BJ3961_MARK LOGO: LA-033
 BJ3961_PROJECTION: RECESSED 10 CENTIMETERS
 BJ3961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3961+STABILITY: SURFACE MOTION
 BJ3961
 BJ3961  HISTORY     - Date     Condition        Report By
 BJ3961  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3961  HISTORY     - 1987     GOOD             LA-033
 BJ3961
 BJ3961                          STATION DESCRIPTION
 BJ3961
 BJ3961'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3961'4 KM (2.5 MI) WNW FROM ZACHARY.
 BJ3961'FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 964 ABOUT 3.8 KM (2.35 MI)
 BJ3961'WEST OF ZACHARY GO NORTH ON HIGHWAY 964 FOR 1.1 KM (0.7 MI) TO THE
 BJ3961'MARK ON THE LEFT, 20 METERS (66 FT) NORTH OF THE CENTER OF FLANACHER
 BJ3961'ROAD, 16.5 METERS (54 FT) WEST OF THE CENTER OF HIGHWAY 964, 12.5
 BJ3961'METERS (41 FT) NORTHEAST OF A PARISH ROAD RIGHT-OF-WAY MARKER, 12.5
 BJ3961'METERS (41 FT) SOUTHWEST OF A PARISH ROAD RIGHT-OF-WAY MARKER, AND
 BJ3961'0.6 METERS (2 FT) SOUTH OF A FENCE.
 BJ3961'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3961'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3960 ***********************************************************************
 BJ3960  DESIGNATION -  636
 BJ3960  PID         -  BJ3960
 BJ3960  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3960  USGS QUAD   -  ZACHARY (1980)
 BJ3960
 BJ3960                         *CURRENT SURVEY CONTROL
 BJ3960  ___________________________________________________________________
 BJ3960* NAD 83(1986)-  30 40 21.     (N)    091 11 28.     (W)     SCALED    
 BJ3960* NAVD 88     -        33.951  (meters)     111.39   (feet)  ADJUSTED  
 BJ3960  ___________________________________________________________________
 BJ3960  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3960  DYNAMIC HT  -          33.907 (meters)     111.24  (feet)  COMP
 BJ3960  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3960
 BJ3960  VERT ORDER  -  SECOND    CLASS II
 BJ3960
 BJ3960.The horizontal coordinates were scaled from a topographic map and have
 BJ3960.an estimated accuracy of +/- 6 seconds.
 BJ3960
 BJ3960.The orthometric height was determined by differential leveling
 BJ3960.and adjusted by the National Geodetic Survey in February 1994..
 BJ3960
 BJ3960.The geoid height was determined by GEOID03.
 BJ3960
 BJ3960.The dynamic height is computed by dividing the NAVD 88
 BJ3960.geopotential number by the normal gravity value computed on the
 BJ3960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3960.degrees latitude (g = 980.6199 gals.).
 BJ3960
 BJ3960.The modeled gravity was interpolated from observed gravity values.
 BJ3960
 BJ3960;                    North         East    Units  Estimated Accuracy
 BJ3960;SPC LA S     -   240,820.    1,013,630.      MT  (+/- 180 meters Scaled)
 BJ3960
 BJ3960                          SUPERSEDED SURVEY CONTROL
 BJ3960
 BJ3960.No superseded survey control is available for this station.
 BJ3960
 BJ3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP732947(NAD 83)
 BJ3960_MARKER: DD = SURVEY DISK
 BJ3960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3960_SP_SET: CONCRETE POST
 BJ3960_STAMPING: 636
 BJ3960_MARK LOGO: LA-033
 BJ3960_PROJECTION: FLUSH
 BJ3960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3960+STABILITY: SURFACE MOTION
 BJ3960
 BJ3960  HISTORY     - Date     Condition        Report By
 BJ3960  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3960  HISTORY     - 1987     GOOD             LA-033
 BJ3960
 BJ3960                          STATION DESCRIPTION
 BJ3960
 BJ3960'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3960'4.3 KM (2.7 MI) WNW FROM ZACHARY.
 BJ3960'ABOUT 2.2 KM (1.35 MI) NORTH ON STATE HIGHWAY 964 FROM THE
 BJ3960'INTERSECTION OF STATE HIGHWAYS 64 AND 964 3.8 KM (2.35 MI) WEST OF
 BJ3960'ZACHARY TO THE BENCH MARK ON THE RIGHT, 20.4 METERS (67 FT) SOUTH OF
 BJ3960'THE CENTER OF ROLLINS ROAD, 16.2 METERS (53 FT) EAST OF THE
 BJ3960'CENTERLINE OF HIGHWAY 964 (SCENIC HWY) AND 7 METERS (23 FT) NORTHEAST
 BJ3960'OF A FIRE HYDRANT.
 BJ3960'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3960'THE MARK IS 0.30 M BELOW HIGHWAY 964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3958 ***********************************************************************
 BJ3958  DESIGNATION -  638
 BJ3958  PID         -  BJ3958
 BJ3958  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3958  USGS QUAD   -  ZACHARY (1980)
 BJ3958
 BJ3958                         *CURRENT SURVEY CONTROL
 BJ3958  ___________________________________________________________________
 BJ3958* NAD 83(1986)-  30 41 01.     (N)    091 10 08.     (W)     SCALED    
 BJ3958* NAVD 88     -        31.473  (meters)     103.26   (feet)  ADJUSTED  
 BJ3958  ___________________________________________________________________
 BJ3958  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3958  DYNAMIC HT  -          31.433 (meters)     103.13  (feet)  COMP
 BJ3958  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BJ3958
 BJ3958  VERT ORDER  -  SECOND    CLASS II
 BJ3958
 BJ3958.The horizontal coordinates were scaled from a topographic map and have
 BJ3958.an estimated accuracy of +/- 6 seconds.
 BJ3958
 BJ3958.The orthometric height was determined by differential leveling
 BJ3958.and adjusted by the National Geodetic Survey in February 1994..
 BJ3958
 BJ3958.The geoid height was determined by GEOID03.
 BJ3958
 BJ3958.The dynamic height is computed by dividing the NAVD 88
 BJ3958.geopotential number by the normal gravity value computed on the
 BJ3958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3958.degrees latitude (g = 980.6199 gals.).
 BJ3958
 BJ3958.The modeled gravity was interpolated from observed gravity values.
 BJ3958
 BJ3958;                    North         East    Units  Estimated Accuracy
 BJ3958;SPC LA S     -   242,060.    1,015,760.      MT  (+/- 180 meters Scaled)
 BJ3958
 BJ3958                          SUPERSEDED SURVEY CONTROL
 BJ3958
 BJ3958.No superseded survey control is available for this station.
 BJ3958
 BJ3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP753959(NAD 83)
 BJ3958_MARKER: DD = SURVEY DISK
 BJ3958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3958_SP_SET: CONCRETE POST
 BJ3958_STAMPING: 638
 BJ3958_MARK LOGO: LA-033
 BJ3958_PROJECTION: FLUSH
 BJ3958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3958+STABILITY: SURFACE MOTION
 BJ3958
 BJ3958  HISTORY     - Date     Condition        Report By
 BJ3958  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3958  HISTORY     - 1987     GOOD             LA-033
 BJ3958
 BJ3958                          STATION DESCRIPTION
 BJ3958
 BJ3958'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3958'3.9 KM (2.4 MI) NNW FROM ZACHARY.
 BJ3958'4.1 KM (2.35 MI) NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION
 BJ3958'OF STATE HIGHWAY 64 AND 19 IN ZACHARY TO A CROSSROAD, PORT HUDSON
 BJ3958'PRIDE ROAD, THEN WEST ON PORT HUDSON PRIDE ROAD FOR 2.2 KM (1.35 MI)
 BJ3958'TO THE MARK ON THE RIGHT, 122 METERS (400 FT) WEST OF THE WHITES
 BJ3958'BAYOU BRIDGE ON PORT HUDSON PRIDE ROAD, 8.5 METERS (28 FT) NORTH OF
 BJ3958'THE CENTER OF PORT HUDSON PRIDE ROAD AND 4.9 METERS (16 FT) SOUTHEAST
 BJ3958'OF A 34-INCH OAK TREE ON SOUTH SIDE OF A FENCE.
 BJ3958'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3958'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1930 ***********************************************************************
 BX1930  DESIGNATION -  638 KCSRR
 BX1930  PID         -  BX1930
 BX1930  STATE/COUNTY-  LA/SABINE
 BX1930  USGS QUAD   -  MANY (1994)
 BX1930
 BX1930                         *CURRENT SURVEY CONTROL
 BX1930  ___________________________________________________________________
 BX1930* NAD 83(1986)-  31 30 26.     (N)    093 27 58.     (W)     SCALED    
 BX1930* NAVD 88     -       110.12   (+/-2cm)     361.3    (feet)  VERTCON   
 BX1930  ___________________________________________________________________
 BX1930  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX1930
 BX1930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1930
 BX1930.The horizontal coordinates were scaled from a topographic map and have
 BX1930.an estimated accuracy of +/- 6 seconds.
 BX1930
 BX1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1930.The vertical order pertains to the NGVD 29 superseded value.
 BX1930
 BX1930.The geoid height was determined by GEOID03.
 BX1930
 BX1930;                    North         East    Units  Estimated Accuracy
 BX1930;SPC LA N     -   112,090.      908,230.      MT  (+/- 180 meters Scaled)
 BX1930
 BX1930                          SUPERSEDED SURVEY CONTROL
 BX1930
 BX1930  NGVD 29 (??/??/??)  110.199  (m)          361.54   (f) ADJUSTED    2 0
 BX1930
 BX1930.Superseded values are not recommended for survey control.
 BX1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1930.See file dsdata.txt to determine how the superseded data were derived.
 BX1930
 BX1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ557859(NAD 83)
 BX1930_MARKER: Z = SEE DESCRIPTION
 BX1930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1930_SP_SET: RAIL
 BX1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1930
 BX1930  HISTORY     - Date     Condition        Report By
 BX1930  HISTORY     - UNK      MONUMENTED       KCSRR
 BX1930  HISTORY     - 1935     GOOD             CGS
 BX1930  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1930
 BX1930                          STATION DESCRIPTION
 BX1930
 BX1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1930'0.9 MI N FROM FISHER.
 BX1930'0.9 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE STATION
 BX1930'AT FISHER, SABINE PARISH, AT STATION 33687+55, AND 12 FEET SOUTH OF A
 BX1930'POINT 35 FEET WEST OF THE FIRST POLE SOUTH OF MILEPOST 638. THE TOP OF
 BX1930'THE FLANGE OF A VERTICAL RAIL.
 BX1930
 BX1930                          STATION RECOVERY (2001)
 BX1930
 BX1930'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0475 ***********************************************************************
 BJ0475  DESIGNATION -  639
 BJ0475  PID         -  BJ0475
 BJ0475  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0475  USGS QUAD   -  ZACHARY (1980)
 BJ0475
 BJ0475                         *CURRENT SURVEY CONTROL
 BJ0475  ___________________________________________________________________
 BJ0475* NAD 83(1992)-  30 41 02.79201(N)    091 08 56.49628(W)     ADJUSTED  
 BJ0475* NAVD 88     -        35.129  (meters)     115.25   (feet)  ADJUSTED  
 BJ0475  ___________________________________________________________________
 BJ0475  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0475  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0475  DYNAMIC HT  -          35.083 (meters)     115.10  (feet)  COMP
 BJ0475  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0475
 BJ0475  HORZ ORDER  -  SECOND
 BJ0475  VERT ORDER  -  FIRST     CLASS I
 BJ0475
 BJ0475.The horizontal coordinates were established by classical geodetic methods
 BJ0475.and adjusted by the National Geodetic Survey in January 1993..
 BJ0475
 BJ0475.The orthometric height was determined by differential leveling
 BJ0475.and adjusted by the National Geodetic Survey in February 1994..
 BJ0475
 BJ0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0475
 BJ0475.The geoid height was determined by GEOID03.
 BJ0475
 BJ0475.The dynamic height is computed by dividing the NAVD 88
 BJ0475.geopotential number by the normal gravity value computed on the
 BJ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0475.degrees latitude (g = 980.6199 gals.).
 BJ0475
 BJ0475.The modeled gravity was interpolated from observed gravity values.
 BJ0475
 BJ0475;                    North         East     Units Scale Factor Converg.
 BJ0475;SPC LA S     -   242,115.876 1,017,659.754   MT  0.99999666   +0 05 31.8
 BJ0475;SPC LA S     -   794,341.84  3,338,772.04   sFT  0.99999666   +0 05 31.8
 BJ0475;UTM  15      - 3,396,055.893   677,299.820   MT  0.99998779   +0 56 41.3
 BJ0475
 BJ0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0475!SPC LA S     -   0.99999877  x   0.99999666  =   0.99999543
 BJ0475!UTM  15      -   0.99999877  x   0.99998779  =   0.99998656
 BJ0475
 BJ0475                          SUPERSEDED SURVEY CONTROL
 BJ0475
 BJ0475  NAD 83(1986)-  30 41 02.80999(N)    091 08 56.49292(W) AD(       ) 2
 BJ0475  NAD 27      -  30 41 02.14491(N)    091 08 56.10680(W) AD(       ) 2
 BJ0475  NGVD 29 (??/??/??)   35.141  (m)          115.29   (f) ADJUSTED    1 1
 BJ0475
 BJ0475.Superseded values are not recommended for survey control.
 BJ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0475.See file dsdata.txt to determine how the superseded data were derived.
 BJ0475
 BJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7730096056(NAD 83)
 BJ0475_MARKER: DD = SURVEY DISK
 BJ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0475_SP_SET: CONCRETE POST
 BJ0475_STAMPING: 19 639
 BJ0475_MARK LOGO: LA-033
 BJ0475_PROJECTION: FLUSH
 BJ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0475+STABILITY: SURFACE MOTION
 BJ0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0475+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 BJ0475
 BJ0475  HISTORY     - Date     Condition        Report By
 BJ0475  HISTORY     - 1975     MONUMENTED       LADTD
 BJ0475  HISTORY     - 1976     GOOD             NGS
 BJ0475  HISTORY     - 1987     GOOD             LA-033
 BJ0475  HISTORY     - 20060606 GOOD             AERODA
 BJ0475
 BJ0475                          STATION DESCRIPTION
 BJ0475
 BJ0475'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ0475'BM 639 IS A EAST BATON ROUGE PARISH SURVEY DISK SET IN TOP OF A
 BJ0475'6-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BJ0475'DISK IS STAMPED 639 19 .  THE MARK IS 49 FEET WEST-NORTHWEST OF
 BJ0475'THE CENTER OF STATE HIGHWAY 19, 54.5 FEET NORTH-NORTHEAST OF
 BJ0475'THE CENTER OF THE PORT HUDSON PRIDE ROAD, 30 FEET NORTH-NORTHEAST
 BJ0475'OF A POWER POLE, 1.5 FEET EAST-SOUTHEAST OF A HIGHWAY
 BJ0475'RIGHT-OF-WAY MARKER AND 1 FOOT EAST-SOUTHEAST OF A METAL WITNESS
 BJ0475'POST AND SIGN.
 BJ0475
 BJ0475                          STATION RECOVERY (1976)
 BJ0475
 BJ0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0475'2.35 MI SOUTH FROM SLAUGHTER.
 BJ0475'2.35 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BJ0475'SLAUGHTER, AT THE NORTHWEST CORNER OF THE JUNCTION OF PORT HUDSON
 BJ0475'PRIDE ROAD, 48 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 53.5 FT
 BJ0475'NORTH OF THE CENTER LINE OF THE ROAD, 45.5 FT SOUTHEAST OF THE
 BJ0475'SOUTHEAST CORNER OF A HOUSE, 30.5 FT NORTH OF A POWER LINE POLE
 BJ0475'WITH GUY WIRE.ESTABLISHED BY E. BATON ROUGE PARISH
 BJ0475
 BJ0475                          STATION RECOVERY (1987)
 BJ0475
 BJ0475'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0475'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.35
 BJ0475'MI) SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE IN SLAUGHTER TO
 BJ0475'THE INTERSECTION OF PORT HUDSON PRIDE ROAD AND THE MARK ON THE RIGHT
 BJ0475'IN THE NORTHWEST QUADRANT OF THE INTERSECTION, 17.4 METERS (57 FT)
 BJ0475'NORTHEAST OF THE CENTER OF PORT HUDSON PRIDE ROAD, 14.9 METERS (49
 BJ0475'FT) WEST OF THE CENTER OF HIGHWAY 19, 13.7 METERS (45 FT) SOUTH OF
 BJ0475'THE SOUTHEAST CORNER OF FRAME HOUSE, 9.5 METERS (31 FT)
 BJ0475'NORTH-NORTHWEST OF A POWER POLE AND 0.6 METERS (2 FT) EAST OF A
 BJ0475'HIGHWAY RIGHT-OF-WAY MARKER.
 BJ0475'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 BJ0475'THE MARK IS 0.61 M ABOVE HIGHWAY.
 BJ0475
 BJ0475                          STATION RECOVERY (2006)
 BJ0475
 BJ0475'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3972 ***********************************************************************
 BJ3972  DESIGNATION -  640
 BJ3972  PID         -  BJ3972
 BJ3972  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3972  USGS QUAD   -  ZACHARY (1980)
 BJ3972
 BJ3972                         *CURRENT SURVEY CONTROL
 BJ3972  ___________________________________________________________________
 BJ3972* NAD 83(1986)-  30 40 48.     (N)    091 08 07.     (W)     SCALED    
 BJ3972* NAVD 88     -        29.879  (meters)      98.03   (feet)  ADJUSTED  
 BJ3972  ___________________________________________________________________
 BJ3972  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3972  DYNAMIC HT  -          29.840 (meters)      97.90  (feet)  COMP
 BJ3972  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ3972
 BJ3972  VERT ORDER  -  SECOND    CLASS II
 BJ3972
 BJ3972.The horizontal coordinates were scaled from a topographic map and have
 BJ3972.an estimated accuracy of +/- 6 seconds.
 BJ3972
 BJ3972.The orthometric height was determined by differential leveling
 BJ3972.and adjusted by the National Geodetic Survey in February 1994..
 BJ3972
 BJ3972.The geoid height was determined by GEOID03.
 BJ3972
 BJ3972.The dynamic height is computed by dividing the NAVD 88
 BJ3972.geopotential number by the normal gravity value computed on the
 BJ3972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3972.degrees latitude (g = 980.6199 gals.).
 BJ3972
 BJ3972.The modeled gravity was interpolated from observed gravity values.
 BJ3972
 BJ3972;                    North         East    Units  Estimated Accuracy
 BJ3972;SPC LA S     -   241,660.    1,018,980.      MT  (+/- 180 meters Scaled)
 BJ3972
 BJ3972                          SUPERSEDED SURVEY CONTROL
 BJ3972
 BJ3972.No superseded survey control is available for this station.
 BJ3972
 BJ3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP786956(NAD 83)
 BJ3972_MARKER: DB = BENCH MARK DISK
 BJ3972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3972_SP_SET: CONCRETE POST
 BJ3972_STAMPING: 640
 BJ3972_MARK LOGO: LA-033
 BJ3972_PROJECTION: FLUSH
 BJ3972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3972+STABILITY: SURFACE MOTION
 BJ3972
 BJ3972  HISTORY     - Date     Condition        Report By
 BJ3972  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3972  HISTORY     - 1987     GOOD             LA-033
 BJ3972
 BJ3972                          STATION DESCRIPTION
 BJ3972
 BJ3972'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3972'3.9 KM (2.4 MI) NE FROM ZACHARY.
 BJ3972'1.6 KM (1 MI) EAST ON PORT HUDSON PRIDE ROAD FROM THE INTERSECTION OF
 BJ3972'STATE HIGHWAY 19 AND PORT HUDSON PRIDE ROAD ABOUT 3.9 KM (2.4 MI)
 BJ3972'NORTH OF ZACHARY TO THE MARK ON THE RIGHT, ABOUT 106.5 METERS (350
 BJ3972'FT) EAST OF THE INDIAN BAYOU BRIDGE ON PORT HUDSON PRIDE ROAD, 14
 BJ3972'METERS (46 FT) WEST OF THE CENTER OF A DRIVEWAY AND CATTLE GUARD,
 BJ3972'12.2 METERS (40 FT) SOUTH OF THE CENTER OF PORT HUDSON PRIDE ROAD,
 BJ3972'0.9 METERS (3 FT) NORTH OF AN 8-INCH POST IN FENCE LINE WITH 4X4
 BJ3972'BRACE LEADING TO NEXT POST WEST.
 BJ3972'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 BJ3972'THE MARK IS 0.91 M BELOW PORT HUDSON PRIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3971 ***********************************************************************
 BJ3971  DESIGNATION -  641
 BJ3971  PID         -  BJ3971
 BJ3971  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3971  USGS QUAD   -  FRED (1980)
 BJ3971
 BJ3971                         *CURRENT SURVEY CONTROL
 BJ3971  ___________________________________________________________________
 BJ3971* NAD 83(1986)-  30 40 46.     (N)    091 06 58.     (W)     SCALED    
 BJ3971* NAVD 88     -        34.144  (meters)     112.02   (feet)  ADJUSTED  
 BJ3971  ___________________________________________________________________
 BJ3971  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3971  DYNAMIC HT  -          34.100 (meters)     111.88  (feet)  COMP
 BJ3971  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BJ3971
 BJ3971  VERT ORDER  -  SECOND    CLASS II
 BJ3971
 BJ3971.The horizontal coordinates were scaled from a topographic map and have
 BJ3971.an estimated accuracy of +/- 6 seconds.
 BJ3971
 BJ3971.The orthometric height was determined by differential leveling
 BJ3971.and adjusted by the National Geodetic Survey in February 1994..
 BJ3971
 BJ3971.The geoid height was determined by GEOID03.
 BJ3971
 BJ3971.The dynamic height is computed by dividing the NAVD 88
 BJ3971.geopotential number by the normal gravity value computed on the
 BJ3971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3971.degrees latitude (g = 980.6199 gals.).
 BJ3971
 BJ3971.The modeled gravity was interpolated from observed gravity values.
 BJ3971
 BJ3971;                    North         East    Units  Estimated Accuracy
 BJ3971;SPC LA S     -   241,600.    1,020,820.      MT  (+/- 180 meters Scaled)
 BJ3971
 BJ3971                          SUPERSEDED SURVEY CONTROL
 BJ3971
 BJ3971.No superseded survey control is available for this station.
 BJ3971
 BJ3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP804955(NAD 83)
 BJ3971_MARKER: DB = BENCH MARK DISK
 BJ3971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3971_SP_SET: CONCRETE POST
 BJ3971_STAMPING: 641
 BJ3971_MARK LOGO: LA-033
 BJ3971_PROJECTION: FLUSH
 BJ3971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3971+STABILITY: SURFACE MOTION
 BJ3971
 BJ3971  HISTORY     - Date     Condition        Report By
 BJ3971  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3971  HISTORY     - 1987     GOOD             LA-033
 BJ3971
 BJ3971                          STATION DESCRIPTION
 BJ3971
 BJ3971'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3971'5.4 KM (3.35 MI) NE FROM ZACHARY.
 BJ3971'3.2 KM (2 MI) WESTERLY ON PORT HUDSON PRIDE ROAD FROM THE
 BJ3971'INTERSECTION OF STATE HIGHWAY 67 (PLANK ROAD) AND PORT HUDSON PRIDE
 BJ3971'ROAD ABOUT 8 KM (5 MI) NORTHEAST OF ZACHARY TO W J WICKER ROAD ON THE
 BJ3971'LEFT AND THE BENCH MARK 91.5 METERS (300 FT) SOUTHEAST OF THE CENTER
 BJ3971'OF PORT HUDSON PRIDE ROAD, 11.7 METERS (38.5 FT) SOUTHWEST OF THE
 BJ3971'CENTER OF W J WICKER ROAD, 3 METERS (10 FT) NORTH OF A ROAD
 BJ3971'RIGHT-OF-WAY MARKER.
 BJ3971'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3971'THE MARK IS 0.91 M BELOW W J WICKER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3970 ***********************************************************************
 BJ3970  DESIGNATION -  642
 BJ3970  PID         -  BJ3970
 BJ3970  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3970  USGS QUAD   -  FRED (1980)
 BJ3970
 BJ3970                         *CURRENT SURVEY CONTROL
 BJ3970  ___________________________________________________________________
 BJ3970* NAD 83(1986)-  30 40 56.     (N)    091 06 13.     (W)     SCALED    
 BJ3970* NAVD 88     -        29.992  (meters)      98.40   (feet)  ADJUSTED  
 BJ3970  ___________________________________________________________________
 BJ3970  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3970  DYNAMIC HT  -          29.954 (meters)      98.27  (feet)  COMP
 BJ3970  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BJ3970
 BJ3970  VERT ORDER  -  SECOND    CLASS II
 BJ3970
 BJ3970.The horizontal coordinates were scaled from a topographic map and have
 BJ3970.an estimated accuracy of +/- 6 seconds.
 BJ3970
 BJ3970.The orthometric height was determined by differential leveling
 BJ3970.and adjusted by the National Geodetic Survey in February 1994..
 BJ3970
 BJ3970.The geoid height was determined by GEOID03.
 BJ3970
 BJ3970.The dynamic height is computed by dividing the NAVD 88
 BJ3970.geopotential number by the normal gravity value computed on the
 BJ3970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3970.degrees latitude (g = 980.6199 gals.).
 BJ3970
 BJ3970.The modeled gravity was interpolated from observed gravity values.
 BJ3970
 BJ3970;                    North         East    Units  Estimated Accuracy
 BJ3970;SPC LA S     -   241,920.    1,022,010.      MT  (+/- 180 meters Scaled)
 BJ3970
 BJ3970                          SUPERSEDED SURVEY CONTROL
 BJ3970
 BJ3970.No superseded survey control is available for this station.
 BJ3970
 BJ3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP816959(NAD 83)
 BJ3970_MARKER: DB = BENCH MARK DISK
 BJ3970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3970_SP_SET: CONCRETE POST
 BJ3970_STAMPING: 642
 BJ3970_MARK LOGO: LA-033
 BJ3970_PROJECTION: FLUSH
 BJ3970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3970+STABILITY: SURFACE MOTION
 BJ3970
 BJ3970  HISTORY     - Date     Condition        Report By
 BJ3970  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3970  HISTORY     - 1987     GOOD             LA-033
 BJ3970
 BJ3970                          STATION DESCRIPTION
 BJ3970
 BJ3970'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3970'6.4 KM (4 MI) NE FROM ZACHARY.
 BJ3970'1.9 KM (1.15 MI) SOUTHWESTERLY ON PORT HUDSON PRIDE ROAD FROM THE
 BJ3970'INTERSECTION OF STATE HIGHWAY 67 (PLANK ROAD) AND PORT HUDSON PRIDE
 BJ3970'ROAD 8 KM (5 MI) NORTHEAST OF ZACHARY, TO THE REDWOOD CREEK BRIDGE
 BJ3970'AND THE BENCH MARK 58 METERS (190 FT) SOUTHWEST OF THE WEST END OF
 BJ3970'THE BRIDGE, 11.9 METERS NORTHWEST OF THE CENTER OF PORT HUDSON PRIDE
 BJ3970'ROAD, 10 METERS (33 FT) SOUTHEAST OF A 30-INCH OAK TREE AND 0.3
 BJ3970'METERS (1 FT) SOUTHEAST OF A FENCE.
 BJ3970'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3970'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1966 ***********************************************************************
 BX1966  DESIGNATION -  643 KCSRR
 BX1966  PID         -  BX1966
 BX1966  STATE/COUNTY-  LA/SABINE
 BX1966  USGS QUAD   -  FLORIEN (1997)
 BX1966
 BX1966                         *CURRENT SURVEY CONTROL
 BX1966  ___________________________________________________________________
 BX1966* NAD 83(1986)-  31 26 07.     (N)    093 27 28.     (W)     SCALED    
 BX1966* NAVD 88     -        71.43   (+/-2cm)     234.3    (feet)  VERTCON   
 BX1966  ___________________________________________________________________
 BX1966  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX1966
 BX1966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1966
 BX1966.The horizontal coordinates were scaled from a topographic map and have
 BX1966.an estimated accuracy of +/- 6 seconds.
 BX1966
 BX1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1966.The vertical order pertains to the NGVD 29 superseded value.
 BX1966
 BX1966.The geoid height was determined by GEOID03.
 BX1966
 BX1966;                    North         East    Units  Estimated Accuracy
 BX1966;SPC LA N     -   104,100.      908,950.      MT  (+/- 180 meters Scaled)
 BX1966
 BX1966                          SUPERSEDED SURVEY CONTROL
 BX1966
 BX1966  NGVD 29 (??/??/??)   71.505  (m)          234.60   (f) ADJUSTED    2 0
 BX1966
 BX1966.Superseded values are not recommended for survey control.
 BX1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1966.See file dsdata.txt to determine how the superseded data were derived.
 BX1966
 BX1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ564779(NAD 83)
 BX1966_MARKER: Z = SEE DESCRIPTION
 BX1966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1966_SP_SET: RAIL
 BX1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1966
 BX1966  HISTORY     - Date     Condition        Report By
 BX1966  HISTORY     - UNK      MONUMENTED       KCSRR
 BX1966  HISTORY     - 1935     GOOD             CGS
 BX1966
 BX1966                          STATION DESCRIPTION
 BX1966
 BX1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1966'0.6 MI S FROM FLORIEN.
 BX1966'0.6 MILE SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE STATION
 BX1966'AT FLORIEN, SABINE PARISH, AT STATION 33949+90, AND 15 FEET WEST OF
 BX1966'MILEPOST 643.  THE TOP OF THE FLANGE OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3959 ***********************************************************************
 BJ3959  DESIGNATION -  644
 BJ3959  PID         -  BJ3959
 BJ3959  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3959  USGS QUAD   -  ZACHARY (1980)
 BJ3959
 BJ3959                         *CURRENT SURVEY CONTROL
 BJ3959  ___________________________________________________________________
 BJ3959* NAD 83(1986)-  30 40 48.     (N)    091 11 34.     (W)     SCALED    
 BJ3959* NAVD 88     -        34.655  (meters)     113.70   (feet)  ADJUSTED  
 BJ3959  ___________________________________________________________________
 BJ3959  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3959  DYNAMIC HT  -          34.610 (meters)     113.55  (feet)  COMP
 BJ3959  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3959
 BJ3959  VERT ORDER  -  SECOND    CLASS II
 BJ3959
 BJ3959.The horizontal coordinates were scaled from a topographic map and have
 BJ3959.an estimated accuracy of +/- 6 seconds.
 BJ3959
 BJ3959.The orthometric height was determined by differential leveling
 BJ3959.and adjusted by the National Geodetic Survey in February 1994..
 BJ3959
 BJ3959.The geoid height was determined by GEOID03.
 BJ3959
 BJ3959.The dynamic height is computed by dividing the NAVD 88
 BJ3959.geopotential number by the normal gravity value computed on the
 BJ3959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3959.degrees latitude (g = 980.6199 gals.).
 BJ3959
 BJ3959.The modeled gravity was interpolated from observed gravity values.
 BJ3959
 BJ3959;                    North         East    Units  Estimated Accuracy
 BJ3959;SPC LA S     -   241,650.    1,013,470.      MT  (+/- 180 meters Scaled)
 BJ3959
 BJ3959                          SUPERSEDED SURVEY CONTROL
 BJ3959
 BJ3959.No superseded survey control is available for this station.
 BJ3959
 BJ3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP731955(NAD 83)
 BJ3959_MARKER: DD = SURVEY DISK
 BJ3959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3959_SP_SET: CONCRETE POST
 BJ3959_STAMPING: 644
 BJ3959_MARK LOGO: LA-033
 BJ3959_PROJECTION: FLUSH
 BJ3959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3959+STABILITY: SURFACE MOTION
 BJ3959
 BJ3959  HISTORY     - Date     Condition        Report By
 BJ3959  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3959  HISTORY     - 1987     GOOD             LA-033
 BJ3959
 BJ3959                          STATION DESCRIPTION
 BJ3959
 BJ3959'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3959'4.8 KM (3 MI) NW FROM ZACHARY.
 BJ3959'3.1 KM (1.9 MI) NORTH ON STATE HIGHWAY 964 FROM THE INTERSECTION OF
 BJ3959'STATE HIGHWAYS 64 AND 964, 3.8 KM (2.35 MI) WEST OF ZACHARY TO THE
 BJ3959'RIGHT, 0.24 KM (0.15 MI) NORTH OF PORT HUDSON PRIDE ROAD, 10 METERS
 BJ3959'(33 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY 964, 4.3 METERS (14
 BJ3959'FT) SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY LEADING EAST TO A
 BJ3959'HOUSE AND 0.6 METERS (2 FT) NORTHWEST OF A FENCE.
 BJ3959'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 BJ3959'THE MARK IS 0.30 M BELOW HIGHWAY 964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1969 ***********************************************************************
 BX1969  DESIGNATION -  644 1/2 KCSRR
 BX1969  PID         -  BX1969
 BX1969  STATE/COUNTY-  LA/SABINE
 BX1969  USGS QUAD   -  FLORIEN (1997)
 BX1969
 BX1969                         *CURRENT SURVEY CONTROL
 BX1969  ___________________________________________________________________
 BX1969* NAD 83(1986)-  31 24 48.     (N)    093 27 17.     (W)     SCALED    
 BX1969* NAVD 88     -        67.91   (+/-2cm)     222.8    (feet)  VERTCON   
 BX1969  ___________________________________________________________________
 BX1969  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BX1969
 BX1969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1969
 BX1969.The horizontal coordinates were scaled from a topographic map and have
 BX1969.an estimated accuracy of +/- 6 seconds.
 BX1969
 BX1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1969.The vertical order pertains to the NGVD 29 superseded value.
 BX1969
 BX1969.The geoid height was determined by GEOID03.
 BX1969
 BX1969;                    North         East    Units  Estimated Accuracy
 BX1969;SPC LA N     -   101,670.      909,220.      MT  (+/- 180 meters Scaled)
 BX1969
 BX1969                          SUPERSEDED SURVEY CONTROL
 BX1969
 BX1969  NGVD 29 (??/??/??)   67.991  (m)          223.07   (f) ADJUSTED    2 0
 BX1969
 BX1969.Superseded values are not recommended for survey control.
 BX1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1969.See file dsdata.txt to determine how the superseded data were derived.
 BX1969
 BX1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ567755(NAD 83)
 BX1969_MARKER: Z = SEE DESCRIPTION
 BX1969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1969_SP_SET: RAIL
 BX1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1969
 BX1969  HISTORY     - Date     Condition        Report By
 BX1969  HISTORY     - UNK      MONUMENTED       KCSRR
 BX1969  HISTORY     - 1935     GOOD             CGS
 BX1969
 BX1969                          STATION DESCRIPTION
 BX1969
 BX1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1969'2.1 MI S FROM FLORIEN.
 BX1969'2.1 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1969'STATION AT FLORIEN, SABINE PARISH, AT STATION 34029+15, AND 40 FEET
 BX1969'WEST OF A POINT 80 FEET NORTH OF MILEPOST 644 1/2.  THE TOP OF THE
 BX1969'BALL OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0647 ***********************************************************************
 BW0647  DESIGNATION -  65 DIETZE RESET
 BW0647  PID         -  BW0647
 BW0647  STATE/COUNTY-  LA/CONCORDIA
 BW0647  USGS QUAD   -  NATCHEZ (1976)
 BW0647
 BW0647                         *CURRENT SURVEY CONTROL
 BW0647  ___________________________________________________________________
 BW0647* NAD 83(1986)-  31 34 47.     (N)    091 27 58.     (W)     SCALED    
 BW0647* NAVD 88     -        19.04   (+/-2cm)      62.5    (feet)  VERTCON   
 BW0647  ___________________________________________________________________
 BW0647  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0647
 BW0647  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0647
 BW0647.The horizontal coordinates were scaled from a topographic map and have
 BW0647.an estimated accuracy of +/- 6 seconds.
 BW0647
 BW0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0647.The vertical order pertains to the NGVD 29 superseded value.
 BW0647
 BW0647.The geoid height was determined by GEOID03.
 BW0647
 BW0647;                    North         East    Units  Estimated Accuracy
 BW0647;SPC LA N     -   120,180.    1,098,130.      MT  (+/- 180 meters Scaled)
 BW0647
 BW0647                          SUPERSEDED SURVEY CONTROL
 BW0647
 BW0647  NGVD 29 (??/??/92)   19.04   (m)           62.5    (f) COMPUTED    1 2
 BW0647
 BW0647.Superseded values are not recommended for survey control.
 BW0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0647.See file dsdata.txt to determine how the superseded data were derived.
 BW0647
 BW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ455948(NAD 83)
 BW0647_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0647_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0647_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0647_STAMPING: RESET 1956
 BW0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0647
 BW0647  HISTORY     - Date     Condition        Report By
 BW0647  HISTORY     - 1956     MONUMENTED       DOD
 BW0647  HISTORY     - 1966     GOOD             NGS
 BW0647
 BW0647                          STATION DESCRIPTION
 BW0647
 BW0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0647'3.3 MI W FROM VIDALIA.
 BW0647'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE
 BW0647'COURTHOUSE AT VIDALIA, THENCE 0.45 MILE NORTHWEST ALONG A PRIVATE
 BW0647'GRAVELED ROAD TO THE FARM BUILDINGS AT THE ALBERT NICHOLS RESIDENCE,
 BW0647'THENCE 0.4 MILE EAST ALONG A FIELD ROAD WHICH PARALLELS THE SOUTH SIDE
 BW0647'OF A LEVEE, IN SECTION 34, T 7 N, R 4 W, BETWEEN TWO 36-INCH
 BW0647'COTTONWOOD TREES, 180 FEET SOUTH OF THE CENTER LINE OF THE LEVEE, 18
 BW0647'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTH OF A FENCE,
 BW0647'11 FEET WEST OF A COTTONWOOD TREE, 9 1/2 FEET EAST OF A COTTONWOOD
 BW0647'TREE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 BW0647'LEVEL OF THE ROAD, A BRASS CAP ON THE TOP OF A 4-INCH IRON PIPE THAT
 BW0647'PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1125 ***********************************************************************
 CP1125  DESIGNATION -  650 A BOLT
 CP1125  PID         -  CP1125
 CP1125  STATE/COUNTY-  LA/EAST CARROLL
 CP1125  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1125
 CP1125                         *CURRENT SURVEY CONTROL
 CP1125  ___________________________________________________________________
 CP1125* NAD 83(1986)-  32 51 59.     (N)    091 09 41.     (W)     SCALED    
 CP1125* NAVD 88     -        29.80   (+/-2cm)      97.8    (feet)  VERTCON   
 CP1125  ___________________________________________________________________
 CP1125  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1125
 CP1125  VERT ORDER  -  ? (See Below)
 CP1125
 CP1125.The horizontal coordinates were scaled from a topographic map and have
 CP1125.an estimated accuracy of +/- 6 seconds.
 CP1125
 CP1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1125.The vertical order pertains to the NGVD 29 superseded value.
 CP1125
 CP1125.The geoid height was determined by GEOID03.
 CP1125
 CP1125;                    North         East    Units  Estimated Accuracy
 CP1125;SPC LA N     -   263,160.    1,125,290.      MT  (+/- 180 meters Scaled)
 CP1125
 CP1125                          SUPERSEDED SURVEY CONTROL
 CP1125
 CP1125  NGVD 29 (??/??/92)   29.852  (m)           97.94   (f) ADJ UNCH    ?  
 CP1125
 CP1125.Superseded values are not recommended for survey control.
 CP1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1125.See file dsdata.txt to determine how the superseded data were derived.
 CP1125
 CP1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720379(NAD 83)
 CP1125_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1125_SP_SET: STONE
 CP1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1125+STABILITY: SURFACE MOTION
 CP1125
 CP1125  HISTORY     - Date     Condition        Report By
 CP1125  HISTORY     - UNK      MONUMENTED       DOD
 CP1125  HISTORY     - 1934     GOOD             DOD
 CP1125
 CP1125                          STATION DESCRIPTION
 CP1125
 CP1125'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1125'4 MI N FROM LAKE PROVIDENCE.
 CP1125'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1125'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 4 MILES NORTH OF
 CP1125'LAKE PROVIDENCE LA.  SET IN CANE WOODS 470 FEET WEST OF LEVEE STATION
 CP1125'NO. 650.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1124 ***********************************************************************
 CP1124  DESIGNATION -  650 A CAP
 CP1124  PID         -  CP1124
 CP1124  STATE/COUNTY-  LA/EAST CARROLL
 CP1124  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1124
 CP1124                         *CURRENT SURVEY CONTROL
 CP1124  ___________________________________________________________________
 CP1124* NAD 83(1986)-  32 51 59.     (N)    091 09 41.     (W)     SCALED    
 CP1124* NAVD 88     -        31.00   (+/-2cm)     101.7    (feet)  VERTCON   
 CP1124  ___________________________________________________________________
 CP1124  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1124
 CP1124  VERT ORDER  -  ? (See Below)
 CP1124
 CP1124.The horizontal coordinates were scaled from a topographic map and have
 CP1124.an estimated accuracy of +/- 6 seconds.
 CP1124
 CP1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1124.The vertical order pertains to the NGVD 29 superseded value.
 CP1124
 CP1124.The geoid height was determined by GEOID03.
 CP1124
 CP1124;                    North         East    Units  Estimated Accuracy
 CP1124;SPC LA N     -   263,160.    1,125,290.      MT  (+/- 180 meters Scaled)
 CP1124
 CP1124                          SUPERSEDED SURVEY CONTROL
 CP1124
 CP1124  NGVD 29 (??/??/92)   31.061  (m)          101.91   (f) ADJ UNCH    ?  
 CP1124
 CP1124.Superseded values are not recommended for survey control.
 CP1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1124.See file dsdata.txt to determine how the superseded data were derived.
 CP1124
 CP1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720379(NAD 83)
 CP1124_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1124_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1124
 CP1124  HISTORY     - Date     Condition        Report By
 CP1124  HISTORY     - UNK      MONUMENTED       DOD
 CP1124  HISTORY     - 1934     GOOD             DOD
 CP1124
 CP1124                          STATION DESCRIPTION
 CP1124
 CP1124'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1124'4 MI N FROM LAKE PROVIDENCE.
 CP1124'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1124'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 4 MILES NORTH OF
 CP1124'LAKE PROVIDENCE LA.  SET IN CANE WOODS 470 FEET WEST OF LEVEE STATION
 CP1124'NO. 650.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1984 ***********************************************************************
 BX1984  DESIGNATION -  658 KCSRR
 BX1984  PID         -  BX1984
 BX1984  STATE/COUNTY-  LA/VERNON
 BX1984  USGS QUAD   -  DOWDEN CREEK (1994)
 BX1984
 BX1984                         *CURRENT SURVEY CONTROL
 BX1984  ___________________________________________________________________
 BX1984* NAD 83(1986)-  31 15 34.     (N)    093 20 45.     (W)     SCALED    
 BX1984* NAVD 88     -       104.68   (+/-2cm)     343.4    (feet)  VERTCON   
 BX1984  ___________________________________________________________________
 BX1984  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX1984
 BX1984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1984
 BX1984.The horizontal coordinates were scaled from a topographic map and have
 BX1984.an estimated accuracy of +/- 6 seconds.
 BX1984
 BX1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1984.The vertical order pertains to the NGVD 29 superseded value.
 BX1984
 BX1984.The geoid height was determined by GEOID03.
 BX1984
 BX1984;                    North         East    Units  Estimated Accuracy
 BX1984;SPC LA N     -    84,520.      919,440.      MT  (+/- 180 meters Scaled)
 BX1984
 BX1984                          SUPERSEDED SURVEY CONTROL
 BX1984
 BX1984  NGVD 29 (??/??/??)  104.762  (m)          343.71   (f) ADJUSTED    2 0
 BX1984
 BX1984.Superseded values are not recommended for survey control.
 BX1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1984.See file dsdata.txt to determine how the superseded data were derived.
 BX1984
 BX1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ670584(NAD 83)
 BX1984_MARKER: Z = SEE DESCRIPTION
 BX1984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1984_SP_SET: RAIL
 BX1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1984
 BX1984  HISTORY     - Date     Condition        Report By
 BX1984  HISTORY     - UNK      MONUMENTED       KCSRR
 BX1984  HISTORY     - 1935     GOOD             CGS
 BX1984  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1984  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1984
 BX1984                          STATION DESCRIPTION
 BX1984
 BX1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1984'0.5 MI N FROM ANACOCO.
 BX1984'0.5 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM ANACOCO,
 BX1984'VERNON PARISH, AT STATION 34740+25, AND 40 FEET WEST OF A POINT 30
 BX1984'FEET SOUTH OF THE FIRST POLE NORTH OF MILEPOST 658.  THE TOP OF THE
 BX1984'BALL OF A VERTICAL RAIL.
 BX1984
 BX1984                          STATION RECOVERY (1994)
 BX1984
 BX1984'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1984'MARK NOT FOUND.
 BX1984
 BX1984                          STATION RECOVERY (2001)
 BX1984
 BX1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1984'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1987 ***********************************************************************
 BX1987  DESIGNATION -  659 1/2 KCSRR
 BX1987  PID         -  BX1987
 BX1987  STATE/COUNTY-  LA/VERNON
 BX1987  USGS QUAD   -  LEESVILLE (1994)
 BX1987
 BX1987                         *CURRENT SURVEY CONTROL
 BX1987  ___________________________________________________________________
 BX1987* NAD 83(1986)-  31 14 19.     (N)    093 20 19.     (W)     SCALED    
 BX1987* NAVD 88     -        89.86   (+/-2cm)     294.8    (feet)  VERTCON   
 BX1987  ___________________________________________________________________
 BX1987  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX1987
 BX1987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1987
 BX1987.The horizontal coordinates were scaled from a topographic map and have
 BX1987.an estimated accuracy of +/- 6 seconds.
 BX1987
 BX1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1987.The vertical order pertains to the NGVD 29 superseded value.
 BX1987
 BX1987.The geoid height was determined by GEOID03.
 BX1987
 BX1987;                    North         East    Units  Estimated Accuracy
 BX1987;SPC LA N     -    82,200.      920,110.      MT  (+/- 180 meters Scaled)
 BX1987
 BX1987                          SUPERSEDED SURVEY CONTROL
 BX1987
 BX1987  NGVD 29 (??/??/??)   89.945  (m)          295.09   (f) ADJUSTED    2 0
 BX1987
 BX1987.Superseded values are not recommended for survey control.
 BX1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1987.See file dsdata.txt to determine how the superseded data were derived.
 BX1987
 BX1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ677560(NAD 83)
 BX1987_MARKER: Z = SEE DESCRIPTION
 BX1987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1987_SP_SET: RAIL
 BX1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1987
 BX1987  HISTORY     - Date     Condition        Report By
 BX1987  HISTORY     - UNK      MONUMENTED       KCSRR
 BX1987  HISTORY     - 1938     GOOD             CGS
 BX1987  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1987
 BX1987                          STATION DESCRIPTION
 BX1987
 BX1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1987'1.1 MI SE FROM ANACOCO.
 BX1987'1.1 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1987'ANACOCO, VERNON PARISH, AT STATION 34820+90, AND 10 FEET SOUTHEAST OF
 BX1987'A POINT 40 FEET SOUTHWEST OF MILEPOLE 659-1/2.  THE TOP OF THE BALL OF
 BX1987'A VERTICAL RAIL.
 BX1987
 BX1987                          STATION RECOVERY (2001)
 BX1987
 BX1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1987'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1300 ***********************************************************************
 BX1300  DESIGNATION -  66 BOLT
 BX1300  PID         -  BX1300
 BX1300  STATE/COUNTY-  LA/NATCHITOCHES
 BX1300  USGS QUAD   -  MONTGOMERY (1993)
 BX1300
 BX1300                         *CURRENT SURVEY CONTROL
 BX1300  ___________________________________________________________________
 BX1300* NAD 83(1986)-  31 39 18.     (N)    092 54 17.     (W)     SCALED    
 BX1300* NAVD 88     -        30.28   (+/-2cm)      99.3    (feet)  VERTCON   
 BX1300  ___________________________________________________________________
 BX1300  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1300
 BX1300  VERT ORDER  -  ? (See Below)
 BX1300
 BX1300.The horizontal coordinates were scaled from a topographic map and have
 BX1300.an estimated accuracy of +/- 6 seconds.
 BX1300
 BX1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1300.The vertical order pertains to the NGVD 29 superseded value.
 BX1300
 BX1300.The geoid height was determined by GEOID03.
 BX1300
 BX1300;                    North         East    Units  Estimated Accuracy
 BX1300;SPC LA N     -   128,130.      961,620.      MT  (+/- 180 meters Scaled)
 BX1300
 BX1300                          SUPERSEDED SURVEY CONTROL
 BX1300
 BX1300  NGVD 29 (??/??/??)   30.305  (m)           99.43   (f) ADJUSTED    ?  
 BX1300
 BX1300.Superseded values are not recommended for survey control.
 BX1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1300.See file dsdata.txt to determine how the superseded data were derived.
 BX1300
 BX1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR090022(NAD 83)
 BX1300_MARKER: B = BOLT
 BX1300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1300
 BX1300  HISTORY     - Date     Condition        Report By
 BX1300  HISTORY     - UNK      MONUMENTED       DOD
 BX1300  HISTORY     - 1943     GOOD             CGS
 BX1300  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1300
 BX1300                          STATION DESCRIPTION
 BX1300
 BX1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1300'7.7 MI NW FROM ODRA.
 BX1300'IN NATCHITOCHES PARISH, 7.7 MILES NORTHWEST ALONG STATE HIGHWAY 605
 BX1300'FROM THE HICKMAN PLANTATION AT ODRA, NATCHITOCHES PARISH, 1.8 MILES
 BX1300'SOUTHWEST OF MONTGOMERY, GRANT PARISH, 0.4 MILE SOUTHWEST OF THE
 BX1300'MONTGOMERY FERRY LANDING, ON THE RIGHT BANK OF RED RIVER, ON THE OLD
 BX1300'DR. R.E. JACKSON PLANTATION, IN A PASTURE ADJOINING THE NORTH SIDE OF
 BX1300'THE C.C. HARPER RESIDENCE, 121.6 FEET NORTHEAST OF THE NORTHEAST
 BX1300'CORNER OF THE RESIDENCE, AND 52.7 FEET NORTH OF A WIRE FENCE.  A
 BX1300'COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER
 BX1300'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1300'ENGINEERS, U.S. ARMY STANDARD CAP.
 BX1300
 BX1300                          STATION RECOVERY (1969)
 BX1300
 BX1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1299 ***********************************************************************
 BX1299  DESIGNATION -  66 CAP
 BX1299  PID         -  BX1299
 BX1299  STATE/COUNTY-  LA/NATCHITOCHES
 BX1299  USGS QUAD   -  MONTGOMERY (1993)
 BX1299
 BX1299                         *CURRENT SURVEY CONTROL
 BX1299  ___________________________________________________________________
 BX1299* NAD 83(1986)-  31 39 18.     (N)    092 54 17.     (W)     SCALED    
 BX1299* NAVD 88     -        31.50   (+/-2cm)     103.3    (feet)  VERTCON   
 BX1299  ___________________________________________________________________
 BX1299  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1299
 BX1299  VERT ORDER  -  ? (See Below)
 BX1299
 BX1299.The horizontal coordinates were scaled from a topographic map and have
 BX1299.an estimated accuracy of +/- 6 seconds.
 BX1299
 BX1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1299.The vertical order pertains to the NGVD 29 superseded value.
 BX1299
 BX1299.The geoid height was determined by GEOID03.
 BX1299
 BX1299;                    North         East    Units  Estimated Accuracy
 BX1299;SPC LA N     -   128,130.      961,620.      MT  (+/- 180 meters Scaled)
 BX1299
 BX1299                          SUPERSEDED SURVEY CONTROL
 BX1299
 BX1299  NGVD 29 (??/??/??)   31.522  (m)          103.42   (f) ADJUSTED    ?  
 BX1299
 BX1299.Superseded values are not recommended for survey control.
 BX1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1299.See file dsdata.txt to determine how the superseded data were derived.
 BX1299
 BX1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR090022(NAD 83)
 BX1299_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1299
 BX1299  HISTORY     - Date     Condition        Report By
 BX1299  HISTORY     - UNK      MONUMENTED       DOD
 BX1299  HISTORY     - 1943     GOOD             CGS
 BX1299  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1299
 BX1299                          STATION DESCRIPTION
 BX1299
 BX1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1299'7.7 MI NW FROM ODRA.
 BX1299'IN NATCHITOCHES PARISH, 7.7 MILES NORTHWEST ALONG STATE HIGHWAY 605
 BX1299'FROM THE HICKMAN PLANTATION AT ODRA, NATCHITOCHES PARISH, 1.8 MILES
 BX1299'SOUTHWEST OF MONTGOMERY, GRANT PARISH, 0.4 MILE SOUTHWEST OF THE
 BX1299'MONTGOMERY FERRY LANDING, ON THE RIGHT BANK OF RED RIVER, ON THE OLD
 BX1299'DR. R.E. JACKSON PLANTATION, IN A PASTURE ADJOINING THE NORTH SIDE OF
 BX1299'THE C.C. HARPER RESIDENCE, 121.6 FEET NORTHEAST OF THE NORTHEAST
 BX1299'CORNER OF THE RESIDENCE, AND 52.7 FEET NORTH OF A WIRE FENCE.  AN IRON
 BX1299'PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.
 BX1299
 BX1299                          STATION RECOVERY (1969)
 BX1299
 BX1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1988 ***********************************************************************
 BX1988  DESIGNATION -  660 KCSRR
 BX1988  PID         -  BX1988
 BX1988  STATE/COUNTY-  LA/VERNON
 BX1988  USGS QUAD   -  LEESVILLE (1994)
 BX1988
 BX1988                         *CURRENT SURVEY CONTROL
 BX1988  ___________________________________________________________________
 BX1988* NAD 83(1986)-  31 13 54.     (N)    093 20 14.     (W)     SCALED    
 BX1988* NAVD 88     -        81.95   (+/-2cm)     268.9    (feet)  VERTCON   
 BX1988  ___________________________________________________________________
 BX1988  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX1988
 BX1988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1988
 BX1988.The horizontal coordinates were scaled from a topographic map and have
 BX1988.an estimated accuracy of +/- 6 seconds.
 BX1988
 BX1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1988.The vertical order pertains to the NGVD 29 superseded value.
 BX1988
 BX1988.The geoid height was determined by GEOID03.
 BX1988
 BX1988;                    North         East    Units  Estimated Accuracy
 BX1988;SPC LA N     -    81,430.      920,240.      MT  (+/- 180 meters Scaled)
 BX1988
 BX1988                          SUPERSEDED SURVEY CONTROL
 BX1988
 BX1988  NGVD 29 (??/??/??)   82.038  (m)          269.15   (f) ADJUSTED    2 0
 BX1988
 BX1988.Superseded values are not recommended for survey control.
 BX1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1988.See file dsdata.txt to determine how the superseded data were derived.
 BX1988
 BX1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ678553(NAD 83)
 BX1988_MARKER: Z = SEE DESCRIPTION
 BX1988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1988_SP_SET: RAIL
 BX1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1988
 BX1988  HISTORY     - Date     Condition        Report By
 BX1988  HISTORY     - UNK      MONUMENTED       KCSRR
 BX1988  HISTORY     - 1938     GOOD             CGS
 BX1988  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1988
 BX1988                          STATION DESCRIPTION
 BX1988
 BX1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1988'1.6 MI SE FROM ANACOCO.
 BX1988'1.6 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1988'ANACOCO, VERNON PARISH, AT STATION 34847+30, AND 8 FEET SOUTHEAST OF A
 BX1988'POINT 40 FEET SOUTHWEST OF MILEPOST 660.  THE TOP OF A FLANGE OF A
 BX1988'VERTICAL RAIL.
 BX1988
 BX1988                          STATION RECOVERY (2001)
 BX1988
 BX1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1988'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3424 ***********************************************************************
 CQ3424  DESIGNATION -  661 RESET
 CQ3424  PID         -  CQ3424
 CQ3424  STATE/COUNTY-  LA/OUACHITA
 CQ3424  USGS QUAD   -  MONROE NORTH (1994)
 CQ3424
 CQ3424                         *CURRENT SURVEY CONTROL
 CQ3424  ___________________________________________________________________
 CQ3424* NAD 83(1986)-  32 36 00.     (N)    092 04 01.     (W)     SCALED    
 CQ3424* NAVD 88     -        24.941  (meters)      81.83   (feet)  ADJUSTED  
 CQ3424  ___________________________________________________________________
 CQ3424  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3424  DYNAMIC HT  -          24.913 (meters)      81.74  (feet)  COMP
 CQ3424  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 CQ3424
 CQ3424  VERT ORDER  -  SECOND    CLASS I
 CQ3424
 CQ3424.The horizontal coordinates were scaled from a topographic map and have
 CQ3424.an estimated accuracy of +/- 6 seconds.
 CQ3424
 CQ3424.The orthometric height was determined by differential leveling
 CQ3424.and adjusted by the National Geodetic Survey in June 1991..
 CQ3424
 CQ3424.The geoid height was determined by GEOID03.
 CQ3424
 CQ3424.The dynamic height is computed by dividing the NAVD 88
 CQ3424.geopotential number by the normal gravity value computed on the
 CQ3424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3424.degrees latitude (g = 980.6199 gals.).
 CQ3424
 CQ3424.The modeled gravity was interpolated from observed gravity values.
 CQ3424
 CQ3424;                    North         East    Units  Estimated Accuracy
 CQ3424;SPC LA N     -   232,930.    1,040,650.      MT  (+/- 180 meters Scaled)
 CQ3424
 CQ3424                          SUPERSEDED SURVEY CONTROL
 CQ3424
 CQ3424.No superseded survey control is available for this station.
 CQ3424
 CQ3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS875073(NAD 83)
 CQ3424_MARKER: DD = SURVEY DISK
 CQ3424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3424_SP_SET: CONCRETE POST
 CQ3424_STAMPING: 661 RESET 1976
 CQ3424_MARK LOGO: LADTD 
 CQ3424_PROJECTION: PROJECTING 3 CENTIMETERS
 CQ3424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3424+STABILITY: SURFACE MOTION
 CQ3424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3424+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 CQ3424
 CQ3424  HISTORY     - Date     Condition        Report By
 CQ3424  HISTORY     - 1976     MONUMENTED       LAGS
 CQ3424  HISTORY     - 1986     GOOD             LADTD
 CQ3424  HISTORY     - 19961102 GOOD             USPSQD
 CQ3424  HISTORY     - 20041209 GOOD             JCLS
 CQ3424
 CQ3424                          STATION DESCRIPTION
 CQ3424
 CQ3424'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3424'8.4 KM (5.2 MI) NORTH FROM MONROE.
 CQ3424'8.4 KM (5.2 MI) NORTH ON U S HIGHWAY 165 FROM THE POST OFFICE AT U S
 CQ3424'HIGHWAY 165 AND STERLINGTON ROAD IN MONROE TO THE MARK WEST OF THE
 CQ3424'HIGHWAY AND RAILROAD AND SOUTH OF LUCKY LANE, 8.2 METERS (27 FEET)
 CQ3424'WEST OF THE WEST RAIL OF THE RAILROAD, 6.4 METERS (21 FEET) SOUTH OF
 CQ3424'THE CENTER OF LICKY LANE AND 1.5 METERS (5 FEET) NORTHWEST OF A POWER
 CQ3424'POLE.
 CQ3424'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CQ3424'THE MARK IS 0.31 M BELOW THE HIGHWAY.
 CQ3424
 CQ3424                          STATION RECOVERY (1996)
 CQ3424
 CQ3424'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3424'RECOVERED IN GOOD CONDITION.
 CQ3424
 CQ3424                          STATION RECOVERY (2004)
 CQ3424
 CQ3424'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CQ3424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3423 ***********************************************************************
 CQ3423  DESIGNATION -  662 RESET
 CQ3423  PID         -  CQ3423
 CQ3423  STATE/COUNTY-  LA/OUACHITA
 CQ3423  USGS QUAD   -  MONROE NORTH (1994)
 CQ3423
 CQ3423                         *CURRENT SURVEY CONTROL
 CQ3423  ___________________________________________________________________
 CQ3423* NAD 83(1986)-  32 36 45.     (N)    092 03 39.     (W)     SCALED    
 CQ3423* NAVD 88     -        23.970  (meters)      78.64   (feet)  ADJUSTED  
 CQ3423  ___________________________________________________________________
 CQ3423  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3423  DYNAMIC HT  -          23.943 (meters)      78.55  (feet)  COMP
 CQ3423  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 CQ3423
 CQ3423  VERT ORDER  -  SECOND    CLASS I
 CQ3423
 CQ3423.The horizontal coordinates were scaled from a topographic map and have
 CQ3423.an estimated accuracy of +/- 6 seconds.
 CQ3423
 CQ3423.The orthometric height was determined by differential leveling
 CQ3423.and adjusted by the National Geodetic Survey in June 1991..
 CQ3423
 CQ3423.The geoid height was determined by GEOID03.
 CQ3423
 CQ3423.The dynamic height is computed by dividing the NAVD 88
 CQ3423.geopotential number by the normal gravity value computed on the
 CQ3423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3423.degrees latitude (g = 980.6199 gals.).
 CQ3423
 CQ3423.The modeled gravity was interpolated from observed gravity values.
 CQ3423
 CQ3423;                    North         East    Units  Estimated Accuracy
 CQ3423;SPC LA N     -   234,310.    1,041,220.      MT  (+/- 180 meters Scaled)
 CQ3423
 CQ3423                          SUPERSEDED SURVEY CONTROL
 CQ3423
 CQ3423.No superseded survey control is available for this station.
 CQ3423
 CQ3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS881087(NAD 83)
 CQ3423_MARKER: DD = SURVEY DISK
 CQ3423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3423_SP_SET: CONCRETE POST
 CQ3423_STAMPING: 662 RESET 1976
 CQ3423_MARK LOGO: LADTD 
 CQ3423_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3423+STABILITY: SURFACE MOTION
 CQ3423
 CQ3423  HISTORY     - Date     Condition        Report By
 CQ3423  HISTORY     - 1976     MONUMENTED       LAGS
 CQ3423  HISTORY     - 1986     GOOD             LADTD
 CQ3423  HISTORY     - 19961102 GOOD             USPSQD
 CQ3423
 CQ3423                          STATION DESCRIPTION
 CQ3423
 CQ3423'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3423'9.9 KM (6.1 MI) NORTH FROM MONROE.
 CQ3423'9.9 KM (6.1 MI) NORTH ON U S HIGHWAY 165 FROM THE POST OFFICE AT U S
 CQ3423'HIGHWAY 165 AND STERLINGTON ROAD IN MONROE TO THE MARK EAST OF THE
 CQ3423'NORTH BOUND LANE OF THE HIGHWAY, 20.4 METERS (67 FEET) EAST OF THE
 CQ3423'CENTER OF THE NORTH BOUND LANE, 14 METERS (46 FEET) NORTH-NORTHEAST
 CQ3423'OF THE CENTER OF OLD STERLINGTON ROAD, 13.7 METERS (45 FEET) SOUTH-
 CQ3423'SOUTHWEST OF A STEEL POWER POLE NUMBERED 68 AND 3.4 METERS (11 FEET)
 CQ3423'NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT UNDER THE ROAD.
 CQ3423'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 CQ3423'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ3423
 CQ3423                          STATION RECOVERY (1996)
 CQ3423
 CQ3423'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0775 ***********************************************************************
 CQ0775  DESIGNATION -  663 USE
 CQ0775  PID         -  CQ0775
 CQ0775  STATE/COUNTY-  LA/CALDWELL
 CQ0775  USGS QUAD   -  BLANKSTON (1989)
 CQ0775
 CQ0775                         *CURRENT SURVEY CONTROL
 CQ0775  ___________________________________________________________________
 CQ0775* NAD 83(1986)-  32 14 02.     (N)    092 07 30.     (W)     SCALED    
 CQ0775* NAVD 88     -        23.91   (+/-2cm)      78.4    (feet)  VERTCON   
 CQ0775  ___________________________________________________________________
 CQ0775  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0775
 CQ0775  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0775
 CQ0775.The horizontal coordinates were scaled from a topographic map and have
 CQ0775.an estimated accuracy of +/- 6 seconds.
 CQ0775
 CQ0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0775.The vertical order pertains to the NGVD 29 superseded value.
 CQ0775
 CQ0775.The geoid height was determined by GEOID03.
 CQ0775
 CQ0775;                    North         East    Units  Estimated Accuracy
 CQ0775;SPC LA N     -   192,310.    1,035,340.      MT  (+/- 180 meters Scaled)
 CQ0775
 CQ0775                          SUPERSEDED SURVEY CONTROL
 CQ0775
 CQ0775  NGVD 29 (??/??/??)   23.941  (m)           78.55   (f) ADJUSTED    1 2
 CQ0775
 CQ0775.Superseded values are not recommended for survey control.
 CQ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0775.See file dsdata.txt to determine how the superseded data were derived.
 CQ0775
 CQ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR824666(NAD 83)
 CQ0775_MARKER: DE = TRAVERSE STATION DISK
 CQ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0775_STAMPING: 663 3877+98,72
 CQ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0775+STABILITY: SURFACE MOTION
 CQ0775
 CQ0775  HISTORY     - Date     Condition        Report By
 CQ0775  HISTORY     - UNK      MONUMENTED       DOD
 CQ0775  HISTORY     - 1966     GOOD             CGS
 CQ0775  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0775
 CQ0775                          STATION DESCRIPTION
 CQ0775
 CQ0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0775'6.8 MI SW FROM BOSCO.
 CQ0775'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0775'BOSCO, THENCE 1.9 MILES NORTHWEST ALONG A PAVED ROAD, IN SECTION 35, T
 CQ0775'15 N, R 3 E, ON THE TOP OF A LEVEE, AT THE JUNCTION OF A ROAD LEADING
 CQ0775'NORTHEAST, 64 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 42 FEET
 CQ0775'NORTHWEST OF THE EXTENDED CENTER LINE OF THE ROAD LEADING NORTHEAST,
 CQ0775'9.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TOP
 CQ0775'OF THE LEVEE, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 CQ0775'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ0775
 CQ0775                          STATION RECOVERY (1986)
 CQ0775
 CQ0775'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2652 ***********************************************************************
 CQ2652  DESIGNATION -  664
 CQ2652  PID         -  CQ2652
 CQ2652  STATE/COUNTY-  LA/OUACHITA
 CQ2652  USGS QUAD   -  STERLINGTON (1994)
 CQ2652
 CQ2652                         *CURRENT SURVEY CONTROL
 CQ2652  ___________________________________________________________________
 CQ2652* NAD 83(1992)-  32 38 47.45628(N)    092 03 27.45642(W)     ADJUSTED  
 CQ2652* NAVD 88     -        25.68   (+/-2cm)      84.3    (feet)  VERTCON   
 CQ2652  ___________________________________________________________________
 CQ2652  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ2652  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2652
 CQ2652  HORZ ORDER  -  FIRST
 CQ2652  VERT ORDER  -  THIRD ? (See Below)
 CQ2652
 CQ2652.The horizontal coordinates were established by classical geodetic methods
 CQ2652.and adjusted by the National Geodetic Survey in September 1999..
 CQ2652
 CQ2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2652.The vertical order pertains to the NGVD 29 superseded value.
 CQ2652
 CQ2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2652
 CQ2652.The geoid height was determined by GEOID03.
 CQ2652
 CQ2652;                    North         East     Units Scale Factor Converg.
 CQ2652;SPC LA N     -   238,086.921 1,041,504.959   MT  0.99999547   +0 14 02.0
 CQ2652;SPC LA N     -   781,123.51  3,417,004.19   sFT  0.99999547   +0 14 02.0
 CQ2652;UTM  15      - 3,612,492.864   588,383.617   MT  0.99969632   +0 30 30.2
 CQ2652
 CQ2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2652!SPC LA N     -   1.00000004  x   0.99999547  =   0.99999551
 CQ2652!UTM  15      -   1.00000004  x   0.99969632  =   0.99969636
 CQ2652
 CQ2652:                Primary Azimuth Mark                     Grid Az
 CQ2652:SPC LA N     -  664 AZ MK                                026 27 43.1
 CQ2652:UTM  15      -  664 AZ MK                                026 11 14.9
 CQ2652
 CQ2652|---------------------------------------------------------------------|
 CQ2652| PID    Reference Object                     Distance      Geod. Az  |
 CQ2652|                                                           dddmmss.s |
 CQ2652| CY4325 664 AZ MK                                          0264145.1 |
 CQ2652| CQ2657 664 RM 5 RESET                      APPROX. 1.8 KM 0280615.6 |
 CQ2652| CY4327 664 RM 2                             44.891 METERS 06014     |
 CQ2652| CQ2656 DESIARD INTER NAT GAS CO TANK       APPROX. 2.6 KM 0603140.9 |
 CQ2652| CQ2658 664 RESET                            39.273 METERS 26949     |
 CQ2652| CY4326 664 RM 1                             42.678 METERS 31545     |
 CQ2652|---------------------------------------------------------------------|
 CQ2652
 CQ2652                          SUPERSEDED SURVEY CONTROL
 CQ2652
 CQ2652  NAD 83(1992)-  32 38 47.45658(N)    092 03 27.45731(W) AD(       ) 1
 CQ2652  NAD 83(1986)-  32 38 47.46946(N)    092 03 27.44827(W) AD(       ) 1
 CQ2652  NAD 27      -  32 38 46.97000(N)    092 03 26.97200(W) AD(       ) 1
 CQ2652  NGVD 29 (07/19/86)   25.75   (m)           84.5    (f) LEVELING    3  
 CQ2652
 CQ2652.Superseded values are not recommended for survey control.
 CQ2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2652.See file dsdata.txt to determine how the superseded data were derived.
 CQ2652
 CQ2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8838412493(NAD 83)
 CQ2652_MARKER: DD = SURVEY DISK
 CQ2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2652
 CQ2652  HISTORY     - Date     Condition        Report By
 CQ2652  HISTORY     - 1939     MONUMENTED       LAGS
 CQ2652  HISTORY     - 1950     GOOD             CGS
 CQ2652  HISTORY     - 1952     GOOD             CGS
 CQ2652  HISTORY     - 1976     GOOD             NGS
 CQ2652  HISTORY     - 19761116 GOOD             NGS
 CQ2652
 CQ2652                          STATION DESCRIPTION
 CQ2652
 CQ2652'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1939 (FBQ)
 CQ2652'STATION IS ABOUT 13 MILES BY HIGHWAY SW OF BASTROP, ON THE W SIDE
 CQ2652'OF U.S. HIGHWAY 165, IN THE SW CORNER OF AN INTERSECTION FORMED
 CQ2652'BY A GRAVEL CROSS ROAD WITH U.S. HIGHWAY 165, 39 FEET W OF THE
 CQ2652'CENTER OF PAVEMENT OF U.S. HIGHWAY 165, 54 FEET S OF CENTER OF
 CQ2652'GRAVEL CROSS ROAD AND ABOUT 0.1 MILE N OF A LARGE PLANTATION
 CQ2652'HOUSE IN A GROVE.  A STANDARD U.S.C. AND G.S. AND S.S. DISK IS
 CQ2652'SET IN TOP OF A CONCRETE CYLINDER 8 INCHES IN DIAMETER AND
 CQ2652'FLUSH WITH SURFACE, STAMPED NO. 164.  TO REACH THE STATION
 CQ2652'FROM BASTROP, GO SW ON U.S. HIGHWAY 165 PAVED FOR 10.5 MILES TO
 CQ2652'INTERSECTION WITH STATE ROUTE 11, CONTINUE ON U.S. HIGHWAY
 CQ2652'165 FOR 2.6 MILES TO CROSSROADS AND STATION.
 CQ2652'
 CQ2652'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CQ2652'DISKS SET IN CONCRETE.
 CQ2652'
 CQ2652'REFERENCE MARK NO. 1 IS NW OF THE STATION, 24 FEET N OF CENTER
 CQ2652'OF GRAVEL CROSS ROAD, 16 FEET W OF A FOOT GATE TO A TENANT
 CQ2652'HOUSE, IN FENCE LINE ON N SIDE OF THE GRAVEL ROAD.  MARK
 CQ2652'PROJECTS 6 INCHES AND IS A STANDARD U.S.C. AND G.S. REFERENCE
 CQ2652'MARK STAMPED LGS NO. 664 NO. 1 1939.  REFERENCE MARK NO. 2
 CQ2652'IS NE OF THE STATION, 42 FEET E OF CENTER OF PAVEMENT OF
 CQ2652'U.S. HIGHWAY 165, 39 FEET N OF CENTER OF GRAVEL ROAD GOING
 CQ2652'E, 9 FEET N OF A FENCE CORNER AT THE NE CORNER OF THE
 CQ2652'INTERSECTION, 5 FEET W OF THE FENCE ON E SIDE OF U.S. HIGHWAY 165.
 CQ2652'A STANDARD U.S.G.S BENCH MARK, STAMPED TT4B 1933, SET
 CQ2652'IN TOP OF A CONCRETE POST 8 INCHES IN DIAMETER AND
 CQ2652'PROJECTING 6 INCHES ABOVE GROUND.
 CQ2652'
 CQ2652'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. AND S.S. DISK,
 CQ2652'STAMPED NO. 665, AND SET IN TOP OF AN 8-INCH CONCRETE CYLINDER,
 CQ2652'FLUSH WITH SURFACE.  THE MARK IS 1.3 MILES NNE OF THE STATION,
 CQ2652'IN THE E SIDE OF U.S. HIGHWAY 165, 2 FEET W OF THE RIGHT-OF-WAY
 CQ2652'FENCE LINE, 48 FEET E OF CENTER OF PAVEMENT, 13 FEET N OF
 CQ2652'TELEPHONE POLE 1052.
 CQ2652'
 CQ2652'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT
 CQ2652'STATIONS ARRAT AND DAW, AND A 90-FOOT TOWER AT STATION LGS 667.
 CQ2652'
 CQ2652'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CQ2652
 CQ2652                          STATION RECOVERY (1950)
 CQ2652
 CQ2652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 CQ2652'STATION RECOVERED, AND STATION AND BOTH REFERENCE MARKS WERE
 CQ2652'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 CQ2652'FOR.  A POWER LINE AND POLE HAS BEEN SET ABOUT 3 FEET FROM THE
 CQ2652'STATION MARK.
 CQ2652
 CQ2652                          STATION RECOVERY (1952)
 CQ2652
 CQ2652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2652'NEW DESCRIPTION FOLLOWS--
 CQ2652'
 CQ2652'THE STATION IS ABOUT 13 MILES SOUTHWEST OF BASTROP, 54 FEET SOUTH
 CQ2652'OF THE CENTER OF STATE HIGHWAY C 1604, 39 FEET WEST OF THE CENTER
 CQ2652'OF U.S. HIGHWAY 165, 3 FEET NORTH OF A POWER LINE POLE, AND 2
 CQ2652'FEET EAST OF A FENCE CORNER.
 CQ2652'
 CQ2652'TO REACH THE STATION FROM BASTROP, GO SOUTHWEST ON U.S. HIGHWAY
 CQ2652'165 FOR 10.5 MILES TO THE JUNCTION WITH STATE HIGHWAY 11.
 CQ2652'CONTINUE SOUTH ON NO. 165 FOR 2.6 MILES TO THE STATION ON THE
 CQ2652'RIGHT AS DESCRIBED.
 CQ2652'
 CQ2652'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 CQ2652'SURVEY DISK STAMPED NO. 664 SET IN AN 8-INCH CONCRETE CYLINDER
 CQ2652'THAT IS FLUSH WITH THE GROUND.
 CQ2652'
 CQ2652'REFERENCE MARK 1 IS 24 FEET NORTH OF THE CENTER OF STATE
 CQ2652'HIGHWAY C 1604, AND 16 FEET WEST OF A GATE TO A TENANT HOUSE.  IT
 CQ2652'PROJECTS 6 INCHES, AND THE DISK IS STAMPED LGS NO 664 1939.
 CQ2652'TT 4 B (USGS) (RM 2) IS 42 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 CQ2652'165, AND 39 FEET NORTH OF THE CENTER OF STATE HIGHWAY C 1604.  IT
 CQ2652'IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 4 B 1933
 CQ2652'SET IN AN 8-INCH X 8-INCH CONCRETE POST THAT PROJECTS 6 INCHES.
 CQ2652'
 CQ2652'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CQ2652
 CQ2652                          STATION RECOVERY (1976)
 CQ2652
 CQ2652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CQ2652'THE STATION WAS VISITED 11-16-76 AND THE STATION MARK WAS FOUND
 CQ2652'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND WITH THE DISK
 CQ2652'BROKENNOUT OF THE TOP OF THE MARK BUT THE CENTER COULD BE
 CQ2652'DETERMINED.  TT4B 1933 USGS WAS NOT FOUND AT THIS DATE AND THE
 CQ2652'AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE.  DUE TO ROAD
 CQ2652'CONSTRUCTION THE STATION WAS MOVED WEST-NORTHWEST 39.274
 CQ2652'METERS BY ESTABLISHING A NEW STATION 664 RESET 1976.  A NEW
 CQ2652'AZIMUTH MARK WAS ESTABLISHED AND A POLARIS OBSERVATION TAKEN.
 CQ2652'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.
 CQ2652'THE STATION MARK WILL BE DESTROYED BY ROAD CONSTRUCTION.  SEE
 CQ2652'DESCRIPTION FOR 664 (LGS) RESET 1976.
 CQ2652'
 CQ2652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES SOUTHWEST
 CQ2652'OF BASTROP.
 CQ2652
 CQ2652                          STATION RECOVERY (1976)
 CQ2652
 CQ2652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (UNK)
 CQ2652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1993 ***********************************************************************
 BX1993  DESIGNATION -  664 KCSRR
 BX1993  PID         -  BX1993
 BX1993  STATE/COUNTY-  LA/VERNON
 BX1993  USGS QUAD   -  LEESVILLE (1994)
 BX1993
 BX1993                         *CURRENT SURVEY CONTROL
 BX1993  ___________________________________________________________________
 BX1993* NAD 83(1986)-  31 11 14.     (N)    093 17 43.     (W)     SCALED    
 BX1993* NAVD 88     -        82.12   (+/-2cm)     269.4    (feet)  VERTCON   
 BX1993  ___________________________________________________________________
 BX1993  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX1993
 BX1993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1993
 BX1993.The horizontal coordinates were scaled from a topographic map and have
 BX1993.an estimated accuracy of +/- 6 seconds.
 BX1993
 BX1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1993.The vertical order pertains to the NGVD 29 superseded value.
 BX1993
 BX1993.The geoid height was determined by GEOID03.
 BX1993
 BX1993;                    North         East    Units  Estimated Accuracy
 BX1993;SPC LA N     -    76,480.      924,200.      MT  (+/- 180 meters Scaled)
 BX1993
 BX1993                          SUPERSEDED SURVEY CONTROL
 BX1993
 BX1993  NGVD 29 (??/??/??)   82.218  (m)          269.74   (f) ADJUSTED    2 0
 BX1993
 BX1993.Superseded values are not recommended for survey control.
 BX1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1993.See file dsdata.txt to determine how the superseded data were derived.
 BX1993
 BX1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ718503(NAD 83)
 BX1993_MARKER: Z = SEE DESCRIPTION
 BX1993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1993_SP_SET: RAIL
 BX1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1993
 BX1993  HISTORY     - Date     Condition        Report By
 BX1993  HISTORY     - UNK      MONUMENTED       KCSRR
 BX1993  HISTORY     - 1938     GOOD             CGS
 BX1993  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1993
 BX1993                          STATION DESCRIPTION
 BX1993
 BX1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1993'4.4 MI NW FROM LEESVILLE.
 BX1993'4.4 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1993'STATION AT LEESVILLE, VERNON PARISH, AT STATION 35059+70, AND 40 FEET
 BX1993'SOUTH OF A POINT 40 FEET WEST OF MILEPOST 664.  THE TOP OF THE FLANGE
 BX1993'OF A VERTICAL RAIL.
 BX1993
 BX1993                          STATION RECOVERY (2001)
 BX1993
 BX1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1993'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2658 ***********************************************************************
 CQ2658  DESIGNATION -  664 RESET
 CQ2658  PID         -  CQ2658
 CQ2658  STATE/COUNTY-  LA/OUACHITA
 CQ2658  USGS QUAD   -  STERLINGTON (1994)
 CQ2658
 CQ2658                         *CURRENT SURVEY CONTROL
 CQ2658  ___________________________________________________________________
 CQ2658* NAD 83(1992)-  32 38 47.45209(N)    092 03 28.96330(W)     ADJUSTED  
 CQ2658* NAVD 88     -        25.88   (+/-2cm)      84.9    (feet)  VERTCON   
 CQ2658  ___________________________________________________________________
 CQ2658  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CQ2658  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2658
 CQ2658  HORZ ORDER  -  SECOND
 CQ2658  VERT ORDER  -  THIRD ? (See Below)
 CQ2658
 CQ2658.The horizontal coordinates were established by classical geodetic methods
 CQ2658.and adjusted by the National Geodetic Survey in September 1999..
 CQ2658.No horizontal observational check was made to the station.
 CQ2658
 CQ2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2658.The vertical order pertains to the NGVD 29 superseded value.
 CQ2658
 CQ2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2658
 CQ2658.The geoid height was determined by GEOID03.
 CQ2658
 CQ2658;                    North         East     Units Scale Factor Converg.
 CQ2658;SPC LA N     -   238,086.632 1,041,465.687   MT  0.99999547   +0 14 01.2
 CQ2658;SPC LA N     -   781,122.56  3,416,875.34   sFT  0.99999547   +0 14 01.2
 CQ2658;UTM  15      - 3,612,492.387   588,344.359   MT  0.99969624   +0 30 29.4
 CQ2658
 CQ2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2658!SPC LA N     -   1.00000001  x   0.99999547  =   0.99999548
 CQ2658!UTM  15      -   1.00000001  x   0.99969624  =   0.99969625
 CQ2658
 CQ2658:                Primary Azimuth Mark                     Grid Az
 CQ2658:SPC LA N     -  664 RM 5 RESET                           028 58 54.9
 CQ2658:UTM  15      -  664 RM 5 RESET                           028 42 26.7
 CQ2658
 CQ2658|---------------------------------------------------------------------|
 CQ2658| PID    Reference Object                     Distance      Geod. Az  |
 CQ2658|                                                           dddmmss.s |
 CQ2658| CQ2657 664 RM 5 RESET                      APPROX. 1.8 KM 0291256.1 |
 CQ2658| CQ2652 664                                  39.273 METERS 08949     |
 CQ2658| CQ3420 664 RM 3 RESET                                     09344     |
 CQ2658| CY3224 664 RESET RM 4                                     20746     |
 CQ2658|---------------------------------------------------------------------|
 CQ2658
 CQ2658                          SUPERSEDED SURVEY CONTROL
 CQ2658
 CQ2658  NAD 83(1992)-  32 38 47.45238(N)    092 03 28.96418(W) AD(       ) 2
 CQ2658  NAD 83(1986)-  32 38 47.46528(N)    092 03 28.95483(W) AD(       ) 2
 CQ2658  NAD 27      -  32 38 46.96581(N)    092 03 28.47885(W) AD(       ) 2
 CQ2658  NGVD 29 (07/19/86)   25.95   (m)           85.1    (f) LEVELING    3  
 CQ2658
 CQ2658.Superseded values are not recommended for survey control.
 CQ2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2658.See file dsdata.txt to determine how the superseded data were derived.
 CQ2658
 CQ2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8834412492(NAD 83)
 CQ2658_MARKER: DS = TRIANGULATION STATION DISK
 CQ2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2658
 CQ2658  HISTORY     - Date     Condition        Report By
 CQ2658  HISTORY     - 1976     MONUMENTED       LAGS
 CQ2658
 CQ2658                          STATION DESCRIPTION
 CQ2658
 CQ2658'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1976 (AKH)
 CQ2658'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH OF MONROE, 13 MILES
 CQ2658'SOUTHWEST OF BASTROP IN THE SOUTHWEST ANGLE OF A CROSSROADS, 78 FEET
 CQ2658'WEST OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 165, 82 FEET SOUTH OF
 CQ2658'THE CENTER OF THE ROAD LEADING WEST, 34 FEET SOUTH OF A POWER POLE,
 CQ2658'281 FEET NORTH OF A LARGE GRANITE CROSS IN A FAMILY CEMETERY
 CQ2658'WITH THE INSCRIPTION PHILLIPS NEAR THE BOTTOM OF THE CROSS, 34
 CQ2658'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST AND 1 FOOT WEST OF
 CQ2658'A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED 664 LGS
 CQ2658'RESET 1976, SET IN A 12-INCH ROUND CONCRETE POST SET FLUSH WITH
 CQ2658'THE GROUND.
 CQ2658'
 CQ2658'TO REACH THE STATION FROM BASTROP GO WEST AND SOUTH FOR 10.5
 CQ2658'MILES SOUTH AND WEST ON U.S. HIGHWAY 165 TO ITS JUNCTION WITH
 CQ2658'STATE HIGHWAY 140, CONTINUE SOUTH ON U.S. HIGHWAY 165 FOR 2.6
 CQ2658'MILES TO ITS JUNCTION WITH A ROAD LEADING WEST AND THE MARK IN
 CQ2658'THE SOUTHWEST ANGLE.
 CQ2658'
 CQ2658'REFERENCE MARK NO. 3 IS 234.96 FEET EAST OF THE STATION, 53 FEET
 CQ2658'SOUTH OF THE CENTER OF STATE HIGHWAY 134 LEADING EAST, 63 FEET
 CQ2658'EAST OF THE CENTER OF THE NORTH-BOUND LANE OF U.S. HIGHWAY 165,
 CQ2658'2 FEET SOUTHEAST OF A R-O-W MARKER 549+00, AND 1 FOOT EAST OF THE
 CQ2658'METAL WITNESS POST.  IT IS A REFERENCE MARK STAMPED 664 RESET NO
 CQ2658'3, 1976, FLUSH WITH THE GROUND.
 CQ2658'
 CQ2658'REFERENCE MARK NO. 4 IS 84.16 FEET SOUTH OF THE STATION.  IT IS
 CQ2658'78 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S.
 CQ2658'HIGHWAY 165, 166 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD
 CQ2658'LEADING WEST, 118 FEET SOUTH OF A POWER POLE, 197.6 FEET NORTH OF
 CQ2658'THE LARGE GRANITE CROSS AND 1 FOOT WEST OF A METAL WITNESS POST.
 CQ2658'IT IS A REFERENCE MARK DISK STAMPED 664 RESET NO. 4 1976,
 CQ2658'FLUSH WITH THE GROUND.
 CQ2658'
 CQ2658'REFERENCE MARK NO. 5 IS 1.2 MILE NORTHEAST OF THE STATION IN THE
 CQ2658'SOUTHEAST ANGLE OF U.S. HIGHWAY 165 AND A FIELD ROAD LEADING
 CQ2658'EAST.  IT IS 68 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 70
 CQ2658'FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 CQ2658'165, 2 FEET WEST OF A POWER POLE, 20 FEET NORTHEAST OF A GAS VENT
 CQ2658'IN A GAS LINE, 6 FEET NORTHEAST OF A JUNCTION BOX OF A TELEPHONE
 CQ2658'LINE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 CQ2658'REFERENCE MARK DISK STAMPED 664 LGS RESET 1976 RM NO 5, FLUSH
 CQ2658'WITH THE GROUND.
 CQ2658'
 CQ2658'NEAREST TOWN--BASTROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3420 ***********************************************************************
 CQ3420  DESIGNATION -  664 RM 3 RESET
 CQ3420  PID         -  CQ3420
 CQ3420  STATE/COUNTY-  LA/OUACHITA
 CQ3420  USGS QUAD   -  STERLINGTON (1994)
 CQ3420
 CQ3420                         *CURRENT SURVEY CONTROL
 CQ3420  ___________________________________________________________________
 CQ3420* NAD 83(1986)-  32 38 45.     (N)    092 03 26.     (W)     SCALED    
 CQ3420* NAVD 88     -        25.702  (meters)      84.32   (feet)  ADJUSTED  
 CQ3420  ___________________________________________________________________
 CQ3420  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3420  DYNAMIC HT  -          25.674 (meters)      84.23  (feet)  COMP
 CQ3420  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CQ3420
 CQ3420  VERT ORDER  -  SECOND    CLASS I
 CQ3420
 CQ3420.The horizontal coordinates were scaled from a topographic map and have
 CQ3420.an estimated accuracy of +/- 6 seconds.
 CQ3420
 CQ3420.The orthometric height was determined by differential leveling
 CQ3420.and adjusted by the National Geodetic Survey in June 1991..
 CQ3420
 CQ3420.The geoid height was determined by GEOID03.
 CQ3420
 CQ3420.The dynamic height is computed by dividing the NAVD 88
 CQ3420.geopotential number by the normal gravity value computed on the
 CQ3420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3420.degrees latitude (g = 980.6199 gals.).
 CQ3420
 CQ3420.The modeled gravity was interpolated from observed gravity values.
 CQ3420
 CQ3420;                    North         East    Units  Estimated Accuracy
 CQ3420;SPC LA N     -   238,010.    1,041,540.      MT  (+/- 180 meters Scaled)
 CQ3420
 CQ3420                          SUPERSEDED SURVEY CONTROL
 CQ3420
 CQ3420.No superseded survey control is available for this station.
 CQ3420
 CQ3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS884124(NAD 83)
 CQ3420_MARKER: DS = TRIANGULATION STATION DISK
 CQ3420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3420_SP_SET: CONCRETE POST
 CQ3420_STAMPING: 664 LGS RESET 1976 NO 3 1976
 CQ3420_MARK LOGO: LAGS  
 CQ3420_PROJECTION: RECESSED 3 CENTIMETERS
 CQ3420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3420+STABILITY: SURFACE MOTION
 CQ3420
 CQ3420  HISTORY     - Date     Condition        Report By
 CQ3420  HISTORY     - 1976     MONUMENTED       LAGS
 CQ3420  HISTORY     - 1986     GOOD             LADTD
 CQ3420
 CQ3420                          STATION DESCRIPTION
 CQ3420
 CQ3420'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3420'22.5 KM (14 MI) SOUTH FROM BASTROP.
 CQ3420'22.5 KM (14 MI) SOUTH ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CQ3420'BASTROP TO THE MARK EAST OF THE HIGHWAY SET IN THE SOUTHEAST QUADRANT
 CQ3420'OF U S HIGHWAY 165 AND STATE HIGHWAY 134, 19.2 METERS (63 FEET) EAST
 CQ3420'OF THE CENTER OF THE HIGHWAY, 16.5 METERS (54 FEET) SOUTH OF THE
 CQ3420'CENTER OF STATE HIGHWAY 134 AND 0.61 METER (2 FEET) SOUTHEAST OF A
 CQ3420'RIGHT-OF-WAY MARKER.
 CQ3420'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 CQ3420'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2657 ***********************************************************************
 CQ2657  DESIGNATION -  664 RM 5 RESET
 CQ2657  PID         -  CQ2657
 CQ2657  STATE/COUNTY-  LA/OUACHITA
 CQ2657  USGS QUAD   -  STERLINGTON (1994)
 CQ2657
 CQ2657                         *CURRENT SURVEY CONTROL
 CQ2657  ___________________________________________________________________
 CQ2657* NAD 83(1992)-  32 39 37.96005(N)    092 02 55.57105(W)     ADJUSTED  
 CQ2657* NAVD 88     -        24.776  (meters)      81.29   (feet)  ADJUSTED  
 CQ2657  ___________________________________________________________________
 CQ2657  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CQ2657  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2657  DYNAMIC HT  -          24.749 (meters)      81.20  (feet)  COMP
 CQ2657  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 CQ2657
 CQ2657  HORZ ORDER  -  THIRD
 CQ2657  VERT ORDER  -  SECOND    CLASS I
 CQ2657
 CQ2657.The horizontal coordinates were established by classical geodetic methods
 CQ2657.and adjusted by the National Geodetic Survey in September 1999..
 CQ2657.No horizontal observational check was made to the station.
 CQ2657
 CQ2657.The orthometric height was determined by differential leveling
 CQ2657.and adjusted by the National Geodetic Survey in June 1991..
 CQ2657
 CQ2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2657
 CQ2657.The geoid height was determined by GEOID03.
 CQ2657
 CQ2657.The dynamic height is computed by dividing the NAVD 88
 CQ2657.geopotential number by the normal gravity value computed on the
 CQ2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2657.degrees latitude (g = 980.6199 gals.).
 CQ2657
 CQ2657.The modeled gravity was interpolated from observed gravity values.
 CQ2657
 CQ2657;                    North         East     Units Scale Factor Converg.
 CQ2657;SPC LA N     -   239,646.102 1,042,329.475   MT  0.99999861   +0 14 18.8
 CQ2657;SPC LA N     -   786,238.92  3,419,709.29   sFT  0.99999861   +0 14 18.8
 CQ2657;UTM  15      - 3,614,055.511   589,200.404   MT  0.99969811   +0 30 48.2
 CQ2657
 CQ2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2657!SPC LA N     -   1.00000018  x   0.99999861  =   0.99999879
 CQ2657!UTM  15      -   1.00000018  x   0.99969811  =   0.99969829
 CQ2657
 CQ2657:                Primary Azimuth Mark                     Grid Az
 CQ2657:SPC LA N     -  664                                      207 52 14.0
 CQ2657:UTM  15      -  664                                      207 35 44.6
 CQ2657
 CQ2657|---------------------------------------------------------------------|
 CQ2657| PID    Reference Object                     Distance      Geod. Az  |
 CQ2657|                                                           dddmmss.s |
 CQ2657| CQ2652 664                                 APPROX. 1.8 KM 2080632.8 |
 CQ2657|---------------------------------------------------------------------|
 CQ2657
 CQ2657                          SUPERSEDED SURVEY CONTROL
 CQ2657
 CQ2657  NAD 83(1992)-  32 39 37.96035(N)    092 02 55.57195(W) AD(       ) 3
 CQ2657  NAD 83(1986)-  32 39 37.97278(N)    092 02 55.56180(W) AD(       ) 3
 CQ2657  NAD 27      -  32 39 37.47461(N)    092 02 55.08641(W) AD(       ) 3
 CQ2657  NGVD 29 (07/19/86)   25.1    (m)           82.     (f) VERT ANG       
 CQ2657
 CQ2657.Superseded values are not recommended for survey control.
 CQ2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2657.See file dsdata.txt to determine how the superseded data were derived.
 CQ2657
 CQ2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8920014056(NAD 83)
 CQ2657_MARKER: DS = TRIANGULATION STATION DISK
 CQ2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2657_SP_SET: CONCRETE POST
 CQ2657_STAMPING: 664 LGS RESET 1976 RM NO 5
 CQ2657_MARK LOGO: LAGS  
 CQ2657_PROJECTION: FLUSH
 CQ2657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2657+STABILITY: SURFACE MOTION
 CQ2657
 CQ2657  HISTORY     - Date     Condition        Report By
 CQ2657  HISTORY     - 1976     MONUMENTED       NGS
 CQ2657  HISTORY     - 1986     GOOD             LADTD
 CQ2657
 CQ2657                          STATION DESCRIPTION
 CQ2657
 CQ2657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 CQ2657'REFERENCE MARK NO. 5 IS 1.2 MILE NORTHEAST OF STATION 664 LAGS RESET
 CQ2657'IN THE SOUTHEAST ANGLE OF U.S. HIGHWAY 165 AND A FIELD ROAD LEADING
 CQ2657'EAST.  IT IS 68 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 70
 CQ2657'FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 CQ2657'165, 2 FEET WEST OF A POWER POLE, 20 FEET NORTHEAST OF A GAS VENT
 CQ2657'IN A GAS LINE, 6 FEET NORTHEAST OF A JUNCTION BOX OF A TELEPHONE
 CQ2657'LINE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 CQ2657'REFERENCE MARK DISK STAMPED 664 LGS RESET 1976 RM NO 5, FLUSH
 CQ2657'WITH THE GROUND.
 CQ2657'
 CQ2657'TO REACH STATION 664 LAGS RESET RM 5 FROM BASTROP GO WEST AND SOUTH
 CQ2657'FOR 10.5 MILES SOUTH AND WEST ON U.S. HIGHWAY 165 TO ITS JUNCTION WITH
 CQ2657'STATE HIGHWAY 140, CONTINUE SOUTH ON U.S. HIGHWAY 165 FOR 2.6
 CQ2657'MILES TO ITS JUNCTION WITH A ROAD LEADING WEST AND THE MARK IN
 CQ2657'THE SOUTHWEST ANGLE.
 CQ2657'
 CQ2657'NEAREST TOWN--BASTROP.
 CQ2657
 CQ2657                          STATION RECOVERY (1986)
 CQ2657
 CQ2657'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ2657'20.9 KM (13 MI) SOUTH FROM BASTROP.
 CQ2657'20.9 KM (13 MI) SOUTH ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CQ2657'BASTROP TO THE MARK SET EAST OF THE NORTH BOUND LANE OF THE HIGHWAY,
 CQ2657'14.9 METERS (49 FEET) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER, 21.3
 CQ2657'METERS (70 FEET) EAST OF THE CENTER OF THE NORTH BOUND LANE, 1.5
 CQ2657'METERS (5 FEET) NORTHEAST OF TELEPHONE REPAIR BOX NUMBER 21 AND 0.31
 CQ2657'METERS (1 FOOT) WEST OF A POWER POLE AND GUY WIRE.
 CQ2657'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 CQ2657'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1996 ***********************************************************************
 BX1996  DESIGNATION -  666 KCSRR
 BX1996  PID         -  BX1996
 BX1996  STATE/COUNTY-  LA/VERNON
 BX1996  USGS QUAD   -  LEESVILLE (1994)
 BX1996
 BX1996                         *CURRENT SURVEY CONTROL
 BX1996  ___________________________________________________________________
 BX1996* NAD 83(1986)-  31 10 00.     (N)    093 16 24.     (W)     SCALED    
 BX1996* NAVD 88     -        79.48   (+/-2cm)     260.8    (feet)  VERTCON   
 BX1996  ___________________________________________________________________
 BX1996  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX1996
 BX1996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1996
 BX1996.The horizontal coordinates were scaled from a topographic map and have
 BX1996.an estimated accuracy of +/- 6 seconds.
 BX1996
 BX1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1996.The vertical order pertains to the NGVD 29 superseded value.
 BX1996
 BX1996.The geoid height was determined by GEOID03.
 BX1996
 BX1996;                    North         East    Units  Estimated Accuracy
 BX1996;SPC LA N     -    74,180.      926,270.      MT  (+/- 180 meters Scaled)
 BX1996
 BX1996                          SUPERSEDED SURVEY CONTROL
 BX1996
 BX1996  NGVD 29 (??/??/??)   79.581  (m)          261.09   (f) ADJUSTED    2 0
 BX1996
 BX1996.Superseded values are not recommended for survey control.
 BX1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1996.See file dsdata.txt to determine how the superseded data were derived.
 BX1996
 BX1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ739481(NAD 83)
 BX1996_MARKER: Z = SEE DESCRIPTION
 BX1996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1996_SP_SET: RAIL
 BX1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1996
 BX1996  HISTORY     - Date     Condition        Report By
 BX1996  HISTORY     - UNK      MONUMENTED       KCSRR
 BX1996  HISTORY     - 1935     GOOD             CGS
 BX1996  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1996
 BX1996                          STATION DESCRIPTION
 BX1996
 BX1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1996'2.3 MI NW FROM LEESVILLE.
 BX1996'2.3 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1996'STATION AT LEESVILLE, VERNON PARISH, AT STATION 35165+ 10, AND 40 FEET
 BX1996'WEST OF A POINT 40 FEET NORTH OF MILEPOST 666.  THE TOP OF THE FLANGE
 BX1996'OF A VERTICAL RAIL.
 BX1996
 BX1996                          STATION RECOVERY (2001)
 BX1996
 BX1996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1996'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0675 ***********************************************************************
 BW0675  DESIGNATION -  67 DIETZE BOLT
 BW0675  PID         -  BW0675
 BW0675  STATE/COUNTY-  LA/CONCORDIA
 BW0675  USGS QUAD   -  NATCHEZ (1976)
 BW0675
 BW0675                         *CURRENT SURVEY CONTROL
 BW0675  ___________________________________________________________________
 BW0675* NAD 83(1986)-  31 32 24.     (N)    091 29 42.     (W)     SCALED    
 BW0675* NAVD 88     -        17.06   (+/-2cm)      56.0    (feet)  VERTCON   
 BW0675  ___________________________________________________________________
 BW0675  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW0675
 BW0675  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0675
 BW0675.The horizontal coordinates were scaled from a topographic map and have
 BW0675.an estimated accuracy of +/- 6 seconds.
 BW0675
 BW0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0675.The vertical order pertains to the NGVD 29 superseded value.
 BW0675
 BW0675.The geoid height was determined by GEOID03.
 BW0675
 BW0675;                    North         East    Units  Estimated Accuracy
 BW0675;SPC LA N     -   115,750.    1,095,430.      MT  (+/- 180 meters Scaled)
 BW0675
 BW0675                          SUPERSEDED SURVEY CONTROL
 BW0675
 BW0675  NGVD 29 (??/??/92)   17.05   (m)           55.9    (f) COMPUTED    1 2
 BW0675
 BW0675.Superseded values are not recommended for survey control.
 BW0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0675.See file dsdata.txt to determine how the superseded data were derived.
 BW0675
 BW0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ428904(NAD 83)
 BW0675_MARKER: B = BOLT
 BW0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0675_SP_SET: CONCRETE SLAB
 BW0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0675
 BW0675  HISTORY     - Date     Condition        Report By
 BW0675  HISTORY     - UNK      MONUMENTED       DOD
 BW0675  HISTORY     - 1966     GOOD             NGS
 BW0675
 BW0675                          STATION DESCRIPTION
 BW0675
 BW0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0675'5.2 MI SW FROM VIDALIA.
 BW0675'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0675'AT VIDALIA, THENCE 4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 131 TO
 BW0675'THREE LARGE SILOS AND A LARGE STOCK BUILDING, THENCE ABOUT 0.25 MILE
 BW0675'SOUTHEAST ACROSS AN OPEN PASTURE, ABOUT 117 YARDS NORTH OF THE CENTER
 BW0675'LINE OF A LEVEE, 140 FEET NORTHWEST OF A LONE 26-INCH HACKBERRY TREE,
 BW0675'91 FEET NORTHEAST OF A CORNER FENCE POST, 31 FEET EAST OF A 10-INCH
 BW0675'PECAN TREE, 31 FEET NORTH OF A LONE TOMBSTONE AT THE GRAVE OF FRANCIS
 BW0675'LEE, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 1/2 FEET
 BW0675'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BW0675'BEARING A BRASS CAP AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0674 ***********************************************************************
 BW0674  DESIGNATION -  67 DIETZE CAP
 BW0674  PID         -  BW0674
 BW0674  STATE/COUNTY-  LA/CONCORDIA
 BW0674  USGS QUAD   -  NATCHEZ (1976)
 BW0674
 BW0674                         *CURRENT SURVEY CONTROL
 BW0674  ___________________________________________________________________
 BW0674* NAD 83(1986)-  31 32 22.     (N)    091 29 41.     (W)     SCALED    
 BW0674* NAVD 88     -        18.29   (+/-2cm)      60.0    (feet)  VERTCON   
 BW0674  ___________________________________________________________________
 BW0674  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW0674
 BW0674  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0674
 BW0674.The horizontal coordinates were scaled from a topographic map and have
 BW0674.an estimated accuracy of +/- 6 seconds.
 BW0674
 BW0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0674.The vertical order pertains to the NGVD 29 superseded value.
 BW0674
 BW0674.The geoid height was determined by GEOID03.
 BW0674
 BW0674;                    North         East    Units  Estimated Accuracy
 BW0674;SPC LA N     -   115,690.    1,095,460.      MT  (+/- 180 meters Scaled)
 BW0674
 BW0674                          SUPERSEDED SURVEY CONTROL
 BW0674
 BW0674  NGVD 29 (??/??/92)   18.28   (m)           60.0    (f) COMPUTED    1 2
 BW0674
 BW0674.Superseded values are not recommended for survey control.
 BW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0674.See file dsdata.txt to determine how the superseded data were derived.
 BW0674
 BW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ428903(NAD 83)
 BW0674_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0674_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0674_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0674
 BW0674  HISTORY     - Date     Condition        Report By
 BW0674  HISTORY     - UNK      MONUMENTED       DOD
 BW0674  HISTORY     - 1966     GOOD             NGS
 BW0674
 BW0674                          STATION DESCRIPTION
 BW0674
 BW0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0674'5.2 MI SW FROM VIDALIA.
 BW0674'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0674'AT VIDALIA, THENCE 4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 131 TO
 BW0674'THREE LARGE SILOS AND A LARGE STOCK BUILDING, THENCE ABOUT 0.25 MILE
 BW0674'SOUTHEAST ACROSS AN OPEN PASTURE, ABOUT 117 YARDS NORTH OF THE CENTER
 BW0674'LINE OF A LEVEE, 140 FEET NORTHWEST OF A LONE 26-INCH HACKBERRY TREE,
 BW0674'91 FEET NORTHEAST OF A CORNER FENCE POST, 31 FEET EAST OF A 10-INCH
 BW0674'PECAN TREE, 31 FEET NORTH OF A LONE TOMBSTONE AT THE GRAVE OF FRANCIS
 BW0674'LEE, THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1
 BW0674'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2003 ***********************************************************************
 BX2003  DESIGNATION -  672 1/2 KCSRR
 BX2003  PID         -  BX2003
 BX2003  STATE/COUNTY-  LA/VERNON
 BX2003  USGS QUAD   -  NEW LLANO (1994)
 BX2003
 BX2003                         *CURRENT SURVEY CONTROL
 BX2003  ___________________________________________________________________
 BX2003* NAD 83(1986)-  31 04 43.     (N)    093 16 10.     (W)     SCALED    
 BX2003* NAVD 88     -        77.16   (+/-2cm)     253.1    (feet)  VERTCON   
 BX2003  ___________________________________________________________________
 BX2003  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX2003
 BX2003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2003
 BX2003.The horizontal coordinates were scaled from a topographic map and have
 BX2003.an estimated accuracy of +/- 6 seconds.
 BX2003
 BX2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2003.The vertical order pertains to the NGVD 29 superseded value.
 BX2003
 BX2003.The geoid height was determined by GEOID03.
 BX2003
 BX2003;                    North         East    Units  Estimated Accuracy
 BX2003;SPC LA N     -    64,420.      926,570.      MT  (+/- 180 meters Scaled)
 BX2003
 BX2003                          SUPERSEDED SURVEY CONTROL
 BX2003
 BX2003  NGVD 29 (??/??/??)   77.279  (m)          253.54   (f) ADJUSTED    2 0
 BX2003
 BX2003.Superseded values are not recommended for survey control.
 BX2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2003.See file dsdata.txt to determine how the superseded data were derived.
 BX2003
 BX2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ742383(NAD 83)
 BX2003_MARKER: Z = SEE DESCRIPTION
 BX2003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2003_SP_SET: RAIL
 BX2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2003
 BX2003  HISTORY     - Date     Condition        Report By
 BX2003  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2003  HISTORY     - 1938     MARK NOT FOUND   CGS
 BX2003  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2003
 BX2003                          STATION DESCRIPTION
 BX2003
 BX2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2003'4.1 MI S FROM LEESVILLE.
 BX2003'4.1 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2003'STATION AT LEESVILLE, VERNON PARISH, AT STATION 35505, AND 40 FEET
 BX2003'SOUTHWEST OF A POINT 10 FEET NORTHWEST OF THE FIRST POLE NORTH OF
 BX2003'MILEPOLE 672 1/2.  THE TOP OF THE BALL OF A VERTICAL RAIL.
 BX2003
 BX2003                          STATION RECOVERY (2001)
 BX2003
 BX2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2003'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2246 ***********************************************************************
 CQ2246  DESIGNATION -  672 LAGS
 CQ2246  PID         -  CQ2246
 CQ2246  STATE/COUNTY-  LA/UNION
 CQ2246  USGS QUAD   -  STERLINGTON (1994)
 CQ2246
 CQ2246                         *CURRENT SURVEY CONTROL
 CQ2246  ___________________________________________________________________
 CQ2246* NAD 83(1986)-  32 42 12.     (N)    092 06 30.     (W)     SCALED    
 CQ2246* NAVD 88     -        38.292  (meters)     125.63   (feet)  ADJUSTED  
 CQ2246  ___________________________________________________________________
 CQ2246  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2246  DYNAMIC HT  -          38.250 (meters)     125.49  (feet)  COMP
 CQ2246  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 CQ2246
 CQ2246  VERT ORDER  -  SECOND    CLASS I
 CQ2246
 CQ2246.The horizontal coordinates were scaled from a topographic map and have
 CQ2246.an estimated accuracy of +/- 6 seconds.
 CQ2246
 CQ2246.The orthometric height was determined by differential leveling
 CQ2246.and adjusted by the National Geodetic Survey in June 1991..
 CQ2246
 CQ2246.The geoid height was determined by GEOID03.
 CQ2246
 CQ2246.The dynamic height is computed by dividing the NAVD 88
 CQ2246.geopotential number by the normal gravity value computed on the
 CQ2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2246.degrees latitude (g = 980.6199 gals.).
 CQ2246
 CQ2246.The modeled gravity was interpolated from observed gravity values.
 CQ2246
 CQ2246;                    North         East    Units  Estimated Accuracy
 CQ2246;SPC LA N     -   244,370.    1,036,730.      MT  (+/- 180 meters Scaled)
 CQ2246
 CQ2246                          SUPERSEDED SURVEY CONTROL
 CQ2246
 CQ2246  NGVD 29 (??/??/??)   38.375  (m)          125.90   (f) ADJUSTED    2 1
 CQ2246
 CQ2246.Superseded values are not recommended for survey control.
 CQ2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2246.See file dsdata.txt to determine how the superseded data were derived.
 CQ2246
 CQ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS835187(NAD 83)
 CQ2246_MARKER: DD = SURVEY DISK
 CQ2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2246_STAMPING: 672 LCS
 CQ2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2246+STABILITY: SURFACE MOTION
 CQ2246
 CQ2246  HISTORY     - Date     Condition        Report By
 CQ2246  HISTORY     - UNK      MONUMENTED       LAGS
 CQ2246  HISTORY     - 1972     GOOD             LADTD
 CQ2246  HISTORY     - 1989     GOOD             USPSQD
 CQ2246
 CQ2246                          STATION DESCRIPTION
 CQ2246
 CQ2246'DESCRIBED BY LA TRANSP AND DEV 1972
 CQ2246'1.2 MI W FROM STERLINGTON.
 CQ2246'ABOUT 1.1 MILES WEST ALONG LA 2 FROM WEST END OF OUACHITA RIVER BRIDGE
 CQ2246'AT STERLINGTON, 35 FEET SOUTH OF LA HWY 2, 200 FEET SOUTHWEST OF
 CQ2246'SOUTHWEST CORNER OF BRICK BUILDING (DEFEES GRO.) IN EDGE OF PINE
 CQ2246'WOODS, 5 FEET SOUTH OF A TELEPHONE LINE, 31 FEET WEST OF TELEPHONE
 CQ2246'POST AND BOX FOR UNDERGROUND TELEPHONE CABLE.  MARKER IS CONCRETE
 CQ2246'MONUMENT POURED INSIDE 6 INCH CLAY PIPE WITH STANDARD BRASS CAP
 CQ2246'PROJECTING ABOUT 4 INCHES ABOVE GROUND.  A METAL WITNESS POST IS SET 1
 CQ2246'FOOT NORTH OF THE MARK.
 CQ2246
 CQ2246                          STATION RECOVERY (1989)
 CQ2246
 CQ2246'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRF)
 CQ2246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0774 ***********************************************************************
 CQ0774  DESIGNATION -  673 USE
 CQ0774  PID         -  CQ0774
 CQ0774  STATE/COUNTY-  LA/CALDWELL
 CQ0774  USGS QUAD   -  RIVERTON (1989)
 CQ0774
 CQ0774                         *CURRENT SURVEY CONTROL
 CQ0774  ___________________________________________________________________
 CQ0774* NAD 83(1986)-  32 13 36.     (N)    092 07 12.     (W)     SCALED    
 CQ0774* NAVD 88     -        23.57   (+/-2cm)      77.3    (feet)  VERTCON   
 CQ0774  ___________________________________________________________________
 CQ0774  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0774
 CQ0774  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0774
 CQ0774.The horizontal coordinates were scaled from a topographic map and have
 CQ0774.an estimated accuracy of +/- 6 seconds.
 CQ0774
 CQ0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0774.The vertical order pertains to the NGVD 29 superseded value.
 CQ0774
 CQ0774.The geoid height was determined by GEOID03.
 CQ0774
 CQ0774;                    North         East    Units  Estimated Accuracy
 CQ0774;SPC LA N     -   191,510.    1,035,820.      MT  (+/- 180 meters Scaled)
 CQ0774
 CQ0774                          SUPERSEDED SURVEY CONTROL
 CQ0774
 CQ0774  NGVD 29 (??/??/??)   23.599  (m)           77.42   (f) ADJUSTED    1 2
 CQ0774
 CQ0774.Superseded values are not recommended for survey control.
 CQ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0774.See file dsdata.txt to determine how the superseded data were derived.
 CQ0774
 CQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR829659(NAD 83)
 CQ0774_MARKER: DE = TRAVERSE STATION DISK
 CQ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0774_STAMPING: 673 3932+24,22
 CQ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0774+STABILITY: SURFACE MOTION
 CQ0774
 CQ0774  HISTORY     - Date     Condition        Report By
 CQ0774  HISTORY     - UNK      MONUMENTED       DOD
 CQ0774  HISTORY     - 1966     GOOD             CGS
 CQ0774  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0774
 CQ0774                          STATION DESCRIPTION
 CQ0774
 CQ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0774'5.8 MI SW FROM BOSCO.
 CQ0774'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0774'BOSCO, THENCE 0.9 MILE NORTHWEST ALONG A PAVED ROAD, IN SECTION 1, T
 CQ0774'14 N, R 3 E, ON THE TOP OF A LEVEE, 60 FEET SOUTHEAST OF THE CENTER
 CQ0774'LINE OF THE ROAD, 92 FEET SOUTH AND ACROSS THE ROAD FROM THE EAST
 CQ0774'CORNER OF A CHAIN LINK FENCE AROUND A YARD, 9.3 FEET SOUTHEAST OF A
 CQ0774'METAL WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE LEVEE, ABOUT 6
 CQ0774'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CQ0774'POST FLUSH WITH THE GROUND.
 CQ0774
 CQ0774                          STATION RECOVERY (1986)
 CQ0774
 CQ0774'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2009 ***********************************************************************
 BX2009  DESIGNATION -  676 1/2 KCSRR
 BX2009  PID         -  BX2009
 BX2009  STATE/COUNTY-  LA/VERNON
 BX2009  USGS QUAD   -  NEW LLANO (1994)
 BX2009
 BX2009                         *CURRENT SURVEY CONTROL
 BX2009  ___________________________________________________________________
 BX2009* NAD 83(1986)-  31 01 18.     (N)    093 16 05.     (W)     SCALED    
 BX2009* NAVD 88     -        77.03   (+/-2cm)     252.7    (feet)  VERTCON   
 BX2009  ___________________________________________________________________
 BX2009  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BX2009
 BX2009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2009
 BX2009.The horizontal coordinates were scaled from a topographic map and have
 BX2009.an estimated accuracy of +/- 6 seconds.
 BX2009
 BX2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2009.The vertical order pertains to the NGVD 29 superseded value.
 BX2009
 BX2009.The geoid height was determined by GEOID03.
 BX2009
 BX2009;                    North         East    Units  Estimated Accuracy
 BX2009;SPC LA N     -    58,100.      926,660.      MT  (+/- 180 meters Scaled)
 BX2009
 BX2009                          SUPERSEDED SURVEY CONTROL
 BX2009
 BX2009  NGVD 29 (??/??/??)   77.169  (m)          253.18   (f) ADJUSTED    2 0
 BX2009
 BX2009.Superseded values are not recommended for survey control.
 BX2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2009.See file dsdata.txt to determine how the superseded data were derived.
 BX2009
 BX2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ744320(NAD 83)
 BX2009_MARKER: Z = SEE DESCRIPTION
 BX2009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2009_SP_SET: RAIL
 BX2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2009
 BX2009  HISTORY     - Date     Condition        Report By
 BX2009  HISTORY     - UNK      MONUMENTED       KCSRR
 BX2009  HISTORY     - 1941     GOOD             CGS
 BX2009  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2009  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2009
 BX2009                          STATION DESCRIPTION
 BX2009
 BX2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 BX2009'8.1 MI S FROM LEESVILLE.
 BX2009'8.1 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2009'STATION AT LEESVILLE, VERNON PARISH, AT STATION 35717, AND 40 FEET
 BX2009'WEST OF A POINT 80 FEET NORTH OF MILEPOLE 676 1/2.  THE TOP OF THE
 BX2009'BALL OF A VERTICAL RAIL.
 BX2009
 BX2009                          STATION RECOVERY (1994)
 BX2009
 BX2009'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2009'MARK NOT FOUND.
 BX2009
 BX2009                          STATION RECOVERY (2001)
 BX2009
 BX2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1276 ***********************************************************************
 BK1276  DESIGNATION -  679.5 KCSRR
 BK1276  PID         -  BK1276
 BK1276  STATE/COUNTY-  LA/VERNON
 BK1276  USGS QUAD   -  ROSEPINE (1994)
 BK1276
 BK1276                         *CURRENT SURVEY CONTROL
 BK1276  ___________________________________________________________________
 BK1276* NAD 83(1986)-  30 59 28.     (N)    093 16 53.     (W)     SCALED    
 BK1276* NAVD 88     -        89.73   (+/-2cm)     294.4    (feet)  VERTCON   
 BK1276  ___________________________________________________________________
 BK1276  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BK1276
 BK1276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1276
 BK1276.The horizontal coordinates were scaled from a topographic map and have
 BK1276.an estimated accuracy of +/- 6 seconds.
 BK1276
 BK1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1276.The vertical order pertains to the NGVD 29 superseded value.
 BK1276
 BK1276.The geoid height was determined by GEOID03.
 BK1276
 BK1276;                    North         East    Units  Estimated Accuracy
 BK1276;SPC LA N     -    54,720.      925,360.      MT  (+/- 180 meters Scaled)
 BK1276
 BK1276                          SUPERSEDED SURVEY CONTROL
 BK1276
 BK1276  NGVD 29 (??/??/??)   89.884  (m)          294.89   (f) ADJUSTED    2 0
 BK1276
 BK1276.Superseded values are not recommended for survey control.
 BK1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1276.See file dsdata.txt to determine how the superseded data were derived.
 BK1276
 BK1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ731286(NAD 83)
 BK1276_MARKER: Z = SEE DESCRIPTION
 BK1276_SETTING: 0 = UNSPECIFIED SETTING
 BK1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1276
 BK1276  HISTORY     - Date     Condition        Report By
 BK1276  HISTORY     - UNK      MONUMENTED       KCSRR
 BK1276  HISTORY     - 1938     MARK NOT FOUND   CGS
 BK1276  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1276
 BK1276                          STATION DESCRIPTION
 BK1276
 BK1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BK1276'10.2 MI N FROM DE RIDDER.
 BK1276'IN VERNON PARISH, 10.2 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1276'RAILWAY FROM THE STATION AT DE RIDDER, BEAUREGARD PARISH, AT STATION
 BK1276'35879+35, AND 40 FEET WEST OF A POINT 60 FEET NORTH OF THE FIRST POLE
 BK1276'SOUTH OF MILEPOLE 679 1/2.  THE TOP OF THE FLANGE OF A VERTICAL RAIL.
 BK1276
 BK1276                          STATION RECOVERY (2001)
 BK1276
 BK1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1276'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0844 ***********************************************************************
 BJ0844  DESIGNATION -  68 EABPL
 BJ0844  PID         -  BJ0844
 BJ0844  STATE/COUNTY-  LA/IBERIA
 BJ0844  USGS QUAD   -  PIGEON (1980)
 BJ0844
 BJ0844                         *CURRENT SURVEY CONTROL
 BJ0844  ___________________________________________________________________
 BJ0844* NAD 83(1986)-  30 01 07.     (N)    091 15 22.     (W)     SCALED    
 BJ0844* NAVD 88     -         2.807  (meters)       9.21   (feet)  ADJUSTED  
 BJ0844  ___________________________________________________________________
 BJ0844  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BJ0844  DYNAMIC HT  -           2.803 (meters)       9.20  (feet)  COMP
 BJ0844  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 BJ0844
 BJ0844  VERT ORDER  -  FIRST     CLASS I
 BJ0844
 BJ0844.The horizontal coordinates were scaled from a topographic map and have
 BJ0844.an estimated accuracy of +/- 6 seconds.
 BJ0844
 BJ0844.The orthometric height was determined by differential leveling
 BJ0844.and adjusted by the National Geodetic Survey in February 1994..
 BJ0844
 BJ0844.The geoid height was determined by GEOID03.
 BJ0844
 BJ0844.The dynamic height is computed by dividing the NAVD 88
 BJ0844.geopotential number by the normal gravity value computed on the
 BJ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0844.degrees latitude (g = 980.6199 gals.).
 BJ0844
 BJ0844.The modeled gravity was interpolated from observed gravity values.
 BJ0844
 BJ0844;                    North         East    Units  Estimated Accuracy
 BJ0844;SPC LA S     -   168,330.    1,007,450.      MT  (+/- 180 meters Scaled)
 BJ0844
 BJ0844                          SUPERSEDED SURVEY CONTROL
 BJ0844
 BJ0844  NGVD 29 (??/??/??)    2.852  (m)            9.36   (f) ADJUSTED    1 1
 BJ0844
 BJ0844.Superseded values are not recommended for survey control.
 BJ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0844.See file dsdata.txt to determine how the superseded data were derived.
 BJ0844
 BJ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP681221(NAD 83)
 BJ0844_MARKER: DD = SURVEY DISK
 BJ0844_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0844_SP_SET: 111 FT IRON PIPE
 BJ0844_STAMPING: PBM 68 EABPL 1976 USE
 BJ0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0844
 BJ0844  HISTORY     - Date     Condition        Report By
 BJ0844  HISTORY     - 1976     MONUMENTED       USE
 BJ0844  HISTORY     - 1976     GOOD             NGS
 BJ0844
 BJ0844                          STATION DESCRIPTION
 BJ0844
 BJ0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0844'4.1 MI SOUTH FROM PIGEON.
 BJ0844'4.1 MILES SOUTH ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 BJ0844'END OF A DRAWBRIDGE OVER THE LOWER GRAND RIVER, 0.1 MILE SOUTH OF THE
 BJ0844'JUNCTION OF A DIRT ROAD LEADING EAST, 70 FT WEST OF THE CENTER LINE
 BJ0844'OF THE HIGHWAY, 162 FT EAST OF THE CENTER OF THE LEVEE, A 1-INCH
 BJ0844'IRON PIPE WITH A DISK DRIVEN TO A DEPTH OF 111 FT ENCASED IN A 2-INCH
 BJ0844'IRON PIPE BORED TO A DEPTH OF 102 FT WITH A 3 INCH SCREW CAP FOR
 BJ0844'ACCESS, THE SCREW CAP PROJECTS 22 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0773 ***********************************************************************
 CQ0773  DESIGNATION -  680 USE
 CQ0773  PID         -  CQ0773
 CQ0773  STATE/COUNTY-  LA/CALDWELL
 CQ0773  USGS QUAD   -  RIVERTON (1989)
 CQ0773
 CQ0773                         *CURRENT SURVEY CONTROL
 CQ0773  ___________________________________________________________________
 CQ0773* NAD 83(1986)-  32 13 42.     (N)    092 06 52.     (W)     SCALED    
 CQ0773* NAVD 88     -        23.69   (+/-2cm)      77.7    (feet)  VERTCON   
 CQ0773  ___________________________________________________________________
 CQ0773  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0773
 CQ0773  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0773
 CQ0773.The horizontal coordinates were scaled from a topographic map and have
 CQ0773.an estimated accuracy of +/- 6 seconds.
 CQ0773
 CQ0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0773.The vertical order pertains to the NGVD 29 superseded value.
 CQ0773
 CQ0773.The geoid height was determined by GEOID03.
 CQ0773
 CQ0773;                    North         East    Units  Estimated Accuracy
 CQ0773;SPC LA N     -   191,700.    1,036,340.      MT  (+/- 180 meters Scaled)
 CQ0773
 CQ0773                          SUPERSEDED SURVEY CONTROL
 CQ0773
 CQ0773  NGVD 29 (??/??/??)   23.720  (m)           77.82   (f) ADJUSTED    1 2
 CQ0773
 CQ0773.Superseded values are not recommended for survey control.
 CQ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0773.See file dsdata.txt to determine how the superseded data were derived.
 CQ0773
 CQ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR834660(NAD 83)
 CQ0773_MARKER: DE = TRAVERSE STATION DISK
 CQ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0773_STAMPING: 680 3952+2919
 CQ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0773+STABILITY: SURFACE MOTION
 CQ0773
 CQ0773  HISTORY     - Date     Condition        Report By
 CQ0773  HISTORY     - UNK      MONUMENTED       DOD
 CQ0773  HISTORY     - 1966     GOOD             CGS
 CQ0773
 CQ0773                          STATION DESCRIPTION
 CQ0773
 CQ0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0773'5.5 MI S FROM BOSCO.
 CQ0773'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0773'BOSCO, THENCE 0.6 MILE NORTHWEST ALONG A PAVED ROAD, IN SECTION 1, T
 CQ0773'14 N, R 3 E, ABOUT 0.6 MILE NORTHWEST OF THE SMALL COMMUNITY OF COREY,
 CQ0773'ABOUT 0.1 MILE NORTHWEST OF A BRICK FARMHOUSE, ON THE TOP OF A LEVEE,
 CQ0773'50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 69 FEET NORTHWEST OF
 CQ0773'A CATTLE GUARD ON THE TOP OF THE LEVEE, 25 FEET SOUTHWEST OF A FENCE,
 CQ0773'8.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TOP
 CQ0773'OF THE LEVEE, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 CQ0773'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1278 ***********************************************************************
 BK1278  DESIGNATION -  681 KCSRR
 BK1278  PID         -  BK1278
 BK1278  STATE/COUNTY-  LA/VERNON
 BK1278  USGS QUAD   -  ROSEPINE (1994)
 BK1278
 BK1278                         *CURRENT SURVEY CONTROL
 BK1278  ___________________________________________________________________
 BK1278* NAD 83(1986)-  30 57 48.     (N)    093 16 54.     (W)     SCALED    
 BK1278* NAVD 88     -        76.17   (+/-2cm)     249.9    (feet)  VERTCON   
 BK1278  ___________________________________________________________________
 BK1278  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BK1278
 BK1278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1278
 BK1278.The horizontal coordinates were scaled from a topographic map and have
 BK1278.an estimated accuracy of +/- 6 seconds.
 BK1278
 BK1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1278.The vertical order pertains to the NGVD 29 superseded value.
 BK1278
 BK1278.The geoid height was determined by GEOID03.
 BK1278
 BK1278;                    North         East    Units  Estimated Accuracy
 BK1278;SPC LA N     -    51,640.      925,320.      MT  (+/- 180 meters Scaled)
 BK1278
 BK1278                          SUPERSEDED SURVEY CONTROL
 BK1278
 BK1278  NGVD 29 (??/??/??)   76.337  (m)          250.45   (f) ADJUSTED    2 0
 BK1278
 BK1278.Superseded values are not recommended for survey control.
 BK1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1278.See file dsdata.txt to determine how the superseded data were derived.
 BK1278
 BK1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ731255(NAD 83)
 BK1278_MARKER: Z = SEE DESCRIPTION
 BK1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1278_SP_SET: BRIDGE
 BK1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1278
 BK1278  HISTORY     - Date     Condition        Report By
 BK1278  HISTORY     - UNK      MONUMENTED       KCSRR
 BK1278  HISTORY     - 1941     GOOD             CGS
 BK1278  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1278  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1278
 BK1278                          STATION DESCRIPTION
 BK1278
 BK1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 BK1278'8.3 MI N FROM DE RIDDER.
 BK1278'IN VERNON PARISH, 8.3 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1278'RAILWAY FROM THE STATION AT DE RIDDER, BEAUREGARD PARISH, AT STATION
 BK1278'35957+65, 8 FEET WEST OF A POINT 40 FEET NORTH OF MILEPOST 681, AT A
 BK1278'ROAD CROSSING, 63 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 42
 BK1278'FEET WEST OF THE WEST RAIL.  THE TOP OF THE BALL OF A VERTICAL RAIL.
 BK1278
 BK1278                          STATION RECOVERY (1994)
 BK1278
 BK1278'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1278'MARK NOT FOUND.
 BK1278
 BK1278                          STATION RECOVERY (2001)
 BK1278
 BK1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1278'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1280 ***********************************************************************
 BK1280  DESIGNATION -  682 KCSRR
 BK1280  PID         -  BK1280
 BK1280  STATE/COUNTY-  LA/VERNON
 BK1280  USGS QUAD   -  ROSEPINE (1994)
 BK1280
 BK1280                         *CURRENT SURVEY CONTROL
 BK1280  ___________________________________________________________________
 BK1280* NAD 83(1986)-  30 56 53.     (N)    093 16 53.     (W)     SCALED    
 BK1280* NAVD 88     -        67.54   (+/-2cm)     221.6    (feet)  VERTCON   
 BK1280  ___________________________________________________________________
 BK1280  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BK1280
 BK1280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1280
 BK1280.The horizontal coordinates were scaled from a topographic map and have
 BK1280.an estimated accuracy of +/- 6 seconds.
 BK1280
 BK1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1280.The vertical order pertains to the NGVD 29 superseded value.
 BK1280
 BK1280.The geoid height was determined by GEOID03.
 BK1280
 BK1280;                    North         East    Units  Estimated Accuracy
 BK1280;SPC LA N     -    49,950.      925,330.      MT  (+/- 180 meters Scaled)
 BK1280
 BK1280                          SUPERSEDED SURVEY CONTROL
 BK1280
 BK1280  NGVD 29 (??/??/??)   67.712  (m)          222.15   (f) ADJUSTED    2 0
 BK1280
 BK1280.Superseded values are not recommended for survey control.
 BK1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1280.See file dsdata.txt to determine how the superseded data were derived.
 BK1280
 BK1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ731238(NAD 83)
 BK1280_MARKER: Z = SEE DESCRIPTION
 BK1280_SETTING: 0 = UNSPECIFIED SETTING
 BK1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1280
 BK1280  HISTORY     - Date     Condition        Report By
 BK1280  HISTORY     - UNK      MONUMENTED       KCSRR
 BK1280  HISTORY     - 1941     GOOD             CGS
 BK1280  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1280  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1280
 BK1280                          STATION DESCRIPTION
 BK1280
 BK1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 BK1280'7.2 MI N FROM DE RIDDER.
 BK1280'IN VERNON PARISH, 7.2 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1280'RAILWAY FROM THE STATION AT DE RIDDER, BEAUREGARD PARISH, AT STATION
 BK1280'36014+90, AND 40 FEET WEST OF A POINT 45 FEET SOUTH OF THE THIRD POLE
 BK1280'SOUTH OF MILEPOST 682.  THE TOP OF THE BALL OF A VERTICAL RAIL.
 BK1280
 BK1280                          STATION RECOVERY (1994)
 BK1280
 BK1280'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1280'MARK NOT FOUND.
 BK1280
 BK1280                          STATION RECOVERY (2001)
 BK1280
 BK1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0212 ***********************************************************************
 CQ0212  DESIGNATION -  685 LAGS
 CQ0212  PID         -  CQ0212
 CQ0212  STATE/COUNTY-  LA/UNION
 CQ0212  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0212
 CQ0212                         *CURRENT SURVEY CONTROL
 CQ0212  ___________________________________________________________________
 CQ0212* NAD 83(1986)-  32 42 15.     (N)    092 12 51.     (W)     SCALED    
 CQ0212* NAVD 88     -        58.856  (meters)     193.10   (feet)  ADJUSTED  
 CQ0212  ___________________________________________________________________
 CQ0212  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0212  DYNAMIC HT  -          58.791 (meters)     192.88  (feet)  COMP
 CQ0212  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CQ0212
 CQ0212  VERT ORDER  -  SECOND    CLASS 0
 CQ0212
 CQ0212.The horizontal coordinates were scaled from a topographic map and have
 CQ0212.an estimated accuracy of +/- 6 seconds.
 CQ0212
 CQ0212.The orthometric height was determined by differential leveling
 CQ0212.and adjusted by the National Geodetic Survey in June 1991..
 CQ0212
 CQ0212.The geoid height was determined by GEOID03.
 CQ0212
 CQ0212.The dynamic height is computed by dividing the NAVD 88
 CQ0212.geopotential number by the normal gravity value computed on the
 CQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0212.degrees latitude (g = 980.6199 gals.).
 CQ0212
 CQ0212.The modeled gravity was interpolated from observed gravity values.
 CQ0212
 CQ0212;                    North         East    Units  Estimated Accuracy
 CQ0212;SPC LA N     -   244,430.    1,026,800.      MT  (+/- 180 meters Scaled)
 CQ0212
 CQ0212                          SUPERSEDED SURVEY CONTROL
 CQ0212
 CQ0212  NGVD 29 (??/??/??)   58.952  (m)          193.41   (f) ADJUSTED    2 0
 CQ0212
 CQ0212.Superseded values are not recommended for survey control.
 CQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0212.See file dsdata.txt to determine how the superseded data were derived.
 CQ0212
 CQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS736187(NAD 83)
 CQ0212_MARKER: DD = SURVEY DISK
 CQ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0212+STABILITY: SURFACE MOTION
 CQ0212
 CQ0212  HISTORY     - Date     Condition        Report By
 CQ0212  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0212  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ0212
 CQ0212                          STATION DESCRIPTION
 CQ0212
 CQ0212'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0212'12.5 MI SE FROM FARMERVILLE.
 CQ0212'LOCATED 12.5 MILES SOUTHEAST ALONG THE OLD LOWER PORT UNION ROAD FROM
 CQ0212'FARMERVILLE, UNION PARISH, 1.8 MILES NORTHWEST OF THE ROCKY BRANCH
 CQ0212'SCHOOL, 1.20 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD
 CQ0212'LEADING NORTHWEST, AND 48 FEET EAST OF THE CENTERLINE OF THE PORT
 CQ0212'UNION ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 CQ0212'CONCRETE POST.  NOTE-- AN OIL WELL HAS BEEN DRILLED WITHIN
 CQ0212'APPROXIMATELY 60 FEET OF THE DESCRIBED LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0213 ***********************************************************************
 CQ0213  DESIGNATION -  686 LAGS
 CQ0213  PID         -  CQ0213
 CQ0213  STATE/COUNTY-  LA/UNION
 CQ0213  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0213
 CQ0213                         *CURRENT SURVEY CONTROL
 CQ0213  ___________________________________________________________________
 CQ0213* NAD 83(1986)-  32 41 58.     (N)    092 12 52.     (W)     SCALED    
 CQ0213* NAVD 88     -        56.417  (meters)     185.09   (feet)  ADJUSTED  
 CQ0213  ___________________________________________________________________
 CQ0213  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0213  DYNAMIC HT  -          56.355 (meters)     184.89  (feet)  COMP
 CQ0213  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 CQ0213
 CQ0213  VERT ORDER  -  SECOND    CLASS 0
 CQ0213
 CQ0213.The horizontal coordinates were scaled from a topographic map and have
 CQ0213.an estimated accuracy of +/- 6 seconds.
 CQ0213
 CQ0213.The orthometric height was determined by differential leveling
 CQ0213.and adjusted by the National Geodetic Survey in June 1991..
 CQ0213
 CQ0213.The geoid height was determined by GEOID03.
 CQ0213
 CQ0213.The dynamic height is computed by dividing the NAVD 88
 CQ0213.geopotential number by the normal gravity value computed on the
 CQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0213.degrees latitude (g = 980.6199 gals.).
 CQ0213
 CQ0213.The modeled gravity was interpolated from observed gravity values.
 CQ0213
 CQ0213;                    North         East    Units  Estimated Accuracy
 CQ0213;SPC LA N     -   243,910.    1,026,780.      MT  (+/- 180 meters Scaled)
 CQ0213
 CQ0213                          SUPERSEDED SURVEY CONTROL
 CQ0213
 CQ0213  NGVD 29 (??/??/??)   56.512  (m)          185.41   (f) ADJUSTED    2 0
 CQ0213
 CQ0213.Superseded values are not recommended for survey control.
 CQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0213.See file dsdata.txt to determine how the superseded data were derived.
 CQ0213
 CQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS736182(NAD 83)
 CQ0213_MARKER: DD = SURVEY DISK
 CQ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0213+STABILITY: SURFACE MOTION
 CQ0213
 CQ0213  HISTORY     - Date     Condition        Report By
 CQ0213  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0213  HISTORY     - 1968     GOOD             LADH
 CQ0213
 CQ0213                          STATION DESCRIPTION
 CQ0213
 CQ0213'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0213'12.8 MI SE FROM FARMERVILLE.
 CQ0213'LOCATED 12.8 MILES SOUTHEAST ALONG THE OLD LOWER PORT UNION ROAD FROM
 CQ0213'FARMERVILLE, UNION PARISH, 1.5 MILES NORTHWEST OF THE ROCKY BRANCH
 CQ0213'SCHOOL, AND 23 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STATE
 CQ0213'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0214 ***********************************************************************
 CQ0214  DESIGNATION -  687 LAGS
 CQ0214  PID         -  CQ0214
 CQ0214  STATE/COUNTY-  LA/UNION
 CQ0214  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0214
 CQ0214                         *CURRENT SURVEY CONTROL
 CQ0214  ___________________________________________________________________
 CQ0214* NAD 83(1986)-  32 41 48.     (N)    092 12 48.     (W)     SCALED    
 CQ0214* NAVD 88     -        54.000  (meters)     177.16   (feet)  ADJUSTED  
 CQ0214  ___________________________________________________________________
 CQ0214  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0214  DYNAMIC HT  -          53.941 (meters)     176.97  (feet)  COMP
 CQ0214  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 CQ0214
 CQ0214  VERT ORDER  -  SECOND    CLASS 0
 CQ0214
 CQ0214.The horizontal coordinates were scaled from a topographic map and have
 CQ0214.an estimated accuracy of +/- 6 seconds.
 CQ0214
 CQ0214.The orthometric height was determined by differential leveling
 CQ0214.and adjusted by the National Geodetic Survey in June 1991..
 CQ0214
 CQ0214.The geoid height was determined by GEOID03.
 CQ0214
 CQ0214.The dynamic height is computed by dividing the NAVD 88
 CQ0214.geopotential number by the normal gravity value computed on the
 CQ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0214.degrees latitude (g = 980.6199 gals.).
 CQ0214
 CQ0214.The modeled gravity was interpolated from observed gravity values.
 CQ0214
 CQ0214;                    North         East    Units  Estimated Accuracy
 CQ0214;SPC LA N     -   243,600.    1,026,880.      MT  (+/- 180 meters Scaled)
 CQ0214
 CQ0214                          SUPERSEDED SURVEY CONTROL
 CQ0214
 CQ0214  NGVD 29 (??/??/??)   54.096  (m)          177.48   (f) ADJUSTED    2 0
 CQ0214
 CQ0214.Superseded values are not recommended for survey control.
 CQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0214.See file dsdata.txt to determine how the superseded data were derived.
 CQ0214
 CQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS737179(NAD 83)
 CQ0214_MARKER: DD = SURVEY DISK
 CQ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0214+STABILITY: SURFACE MOTION
 CQ0214
 CQ0214  HISTORY     - Date     Condition        Report By
 CQ0214  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0214  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ0214
 CQ0214                          STATION DESCRIPTION
 CQ0214
 CQ0214'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0214'13.0 MI SE FROM FARMERVILLE.
 CQ0214'LOCATED 13.0 MILES ALONG THE OLD LOWER PORT UNION ROAD FROM
 CQ0214'FARMERVILLE, UNION PARISH, 1.3 MILES NORTHWEST OF THE ROCKY BRANCH
 CQ0214'SCHOOL, 0.1 MILE SOUTHEAST OF THE OLLIE NOLAN FARMHOUSE, 22 FEET WEST
 CQ0214'OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST OF THE RIGHT-OF-WAY
 CQ0214'FENCE.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 CQ0214'POST.  NOTE-- THE ROAD HAS BEEN GRADED, WIDENED, AND SURFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1289 ***********************************************************************
 BK1289  DESIGNATION -  688 1/2 KCSRR
 BK1289  PID         -  BK1289
 BK1289  STATE/COUNTY-  LA/BEAUREGARD
 BK1289  USGS QUAD   -  DERIDDER (1994)
 BK1289
 BK1289                         *CURRENT SURVEY CONTROL
 BK1289  ___________________________________________________________________
 BK1289* NAD 83(1986)-  30 51 14.     (N)    093 17 07.     (W)     SCALED    
 BK1289* NAVD 88     -        57.24   (+/-2cm)     187.8    (feet)  VERTCON   
 BK1289  ___________________________________________________________________
 BK1289  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1289
 BK1289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1289
 BK1289.The horizontal coordinates were scaled from a topographic map and have
 BK1289.an estimated accuracy of +/- 6 seconds.
 BK1289
 BK1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1289.The vertical order pertains to the NGVD 29 superseded value.
 BK1289
 BK1289.The geoid height was determined by GEOID03.
 BK1289
 BK1289;                    North         East    Units  Estimated Accuracy
 BK1289;SPC LA S     -   262,520.      813,300.      MT  (+/- 180 meters Scaled)
 BK1289
 BK1289                          SUPERSEDED SURVEY CONTROL
 BK1289
 BK1289  NGVD 29 (??/??/92)   57.401  (m)          188.32   (f) ADJ UNCH    2 0
 BK1289
 BK1289.Superseded values are not recommended for survey control.
 BK1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1289.See file dsdata.txt to determine how the superseded data were derived.
 BK1289
 BK1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ727134(NAD 83)
 BK1289_MARKER: Z = SEE DESCRIPTION
 BK1289_SETTING: 0 = UNSPECIFIED SETTING
 BK1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1289
 BK1289  HISTORY     - Date     Condition        Report By
 BK1289  HISTORY     - UNK      MONUMENTED       KCSRR
 BK1289  HISTORY     - 1935     GOOD             CGS
 BK1289
 BK1289                          STATION DESCRIPTION
 BK1289
 BK1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1289'0.5 MI N FROM DE RIDDER.
 BK1289'0.5 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM DE RIDDER,
 BK1289'BEAUREGARD PARISH, AT STATION 36358, AND 10 FEET WEST OF A POINT 40
 BK1289'FEET SOUTH OF THE THIRD POLE SOUTH OF MILEPOLE 688 1/2.  THE TOP OF
 BK1289'THE FLANGE OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0215 ***********************************************************************
 CQ0215  DESIGNATION -  689 LAGS
 CQ0215  PID         -  CQ0215
 CQ0215  STATE/COUNTY-  LA/UNION
 CQ0215  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0215
 CQ0215                         *CURRENT SURVEY CONTROL
 CQ0215  ___________________________________________________________________
 CQ0215* NAD 83(1986)-  32 41 38.     (N)    092 12 26.     (W)     SCALED    
 CQ0215* NAVD 88     -        51.299  (meters)     168.30   (feet)  ADJUSTED  
 CQ0215  ___________________________________________________________________
 CQ0215  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0215  DYNAMIC HT  -          51.243 (meters)     168.12  (feet)  COMP
 CQ0215  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 CQ0215
 CQ0215  VERT ORDER  -  SECOND    CLASS 0
 CQ0215
 CQ0215.The horizontal coordinates were scaled from a topographic map and have
 CQ0215.an estimated accuracy of +/- 6 seconds.
 CQ0215
 CQ0215.The orthometric height was determined by differential leveling
 CQ0215.and adjusted by the National Geodetic Survey in June 1991..
 CQ0215
 CQ0215.The geoid height was determined by GEOID03.
 CQ0215
 CQ0215.The dynamic height is computed by dividing the NAVD 88
 CQ0215.geopotential number by the normal gravity value computed on the
 CQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0215.degrees latitude (g = 980.6199 gals.).
 CQ0215
 CQ0215.The modeled gravity was interpolated from observed gravity values.
 CQ0215
 CQ0215;                    North         East    Units  Estimated Accuracy
 CQ0215;SPC LA N     -   243,290.    1,027,460.      MT  (+/- 180 meters Scaled)
 CQ0215
 CQ0215                          SUPERSEDED SURVEY CONTROL
 CQ0215
 CQ0215  NGVD 29 (??/??/??)   51.395  (m)          168.62   (f) ADJUSTED    2 0
 CQ0215
 CQ0215.Superseded values are not recommended for survey control.
 CQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0215.See file dsdata.txt to determine how the superseded data were derived.
 CQ0215
 CQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS743176(NAD 83)
 CQ0215_MARKER: DD = SURVEY DISK
 CQ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0215+STABILITY: SURFACE MOTION
 CQ0215
 CQ0215  HISTORY     - Date     Condition        Report By
 CQ0215  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0215  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ0215
 CQ0215                          STATION DESCRIPTION
 CQ0215
 CQ0215'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0215'13.4 MI SE FROM FARMERVILLE.
 CQ0215'LOCATED 13.4 MILES SOUTHEAST ALONG THE OLD PORT UNION ROAD FROM
 CQ0215'FARMERVILLE, UNION PARISH, 0.9 MILE NORTH OF THE ROCKY BRANCH SCHOOL,
 CQ0215'72 FEET SOUTHWEST OF THE MRS. W.H. DUMAS FARMHOUSE, AND 19 FEET EAST
 CQ0215'OF THE CENTERLINE OF THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN
 CQ0215'THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN GRADED, WIDENED,
 CQ0215'AND SURFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1387 ***********************************************************************
 BX1387  DESIGNATION -  69 BOLT
 BX1387  PID         -  BX1387
 BX1387  STATE/COUNTY-  LA/GRANT
 BX1387  USGS QUAD   -  COLFAX (1985)
 BX1387
 BX1387                         *CURRENT SURVEY CONTROL
 BX1387  ___________________________________________________________________
 BX1387* NAD 83(1986)-  31 31 00.     (N)    092 42 46.     (W)     SCALED    
 BX1387* NAVD 88     -        29.37   (+/-2cm)      96.4    (feet)  VERTCON   
 BX1387  ___________________________________________________________________
 BX1387  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1387
 BX1387  VERT ORDER  -  ? (See Below)
 BX1387
 BX1387.The horizontal coordinates were scaled from a topographic map and have
 BX1387.an estimated accuracy of +/- 6 seconds.
 BX1387
 BX1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1387.The vertical order pertains to the NGVD 29 superseded value.
 BX1387
 BX1387.The geoid height was determined by GEOID03.
 BX1387
 BX1387;                    North         East    Units  Estimated Accuracy
 BX1387;SPC LA N     -   112,740.      979,790.      MT  (+/- 180 meters Scaled)
 BX1387
 BX1387                          SUPERSEDED SURVEY CONTROL
 BX1387
 BX1387  NGVD 29 (??/??/??)   29.381  (m)           96.39   (f) ADJUSTED    ?  
 BX1387
 BX1387.Superseded values are not recommended for survey control.
 BX1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1387.See file dsdata.txt to determine how the superseded data were derived.
 BX1387
 BX1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ272869(NAD 83)
 BX1387_MARKER: B = BOLT
 BX1387_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1387_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1387
 BX1387  HISTORY     - Date     Condition        Report By
 BX1387  HISTORY     - UNK      MONUMENTED       CGS
 BX1387  HISTORY     - 1935     GOOD             CGS
 BX1387
 BX1387                          STATION DESCRIPTION
 BX1387
 BX1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1387'IN COLFAX.
 BX1387'AT COLFAX, GRANT PARISH, ON THE LEFT BANK OF RED RIVER, AT THE SE
 BX1387'CORNER OF THE INTERSECTION OF SECOND AND MAIN STREETS, IN THE NW
 BX1387'CORNER OF THE COURTHOUSE YARD, NORTH 70 DEG WEST, 58.6 FEET FROM THE
 BX1387'NW CORNER OF THE COURTHOUSE AND NORTH 73 DEG EAST, 9.1 FEET FROM THE
 BX1387'OPERATING NUT ON A FIRE-HYDRANT.  THE TOP OF A ROUND HEADED COPPER
 BX1387'BOLT, SURROUNDED BY THE LETTERS USBM AND SET IN A BLOCK OF LIMESTONE,
 BX1387'ABOUT 4 FEET UNDERGROUND.  ACCESS TO THE MARK IS HAD THROUGH AN IRON
 BX1387'PIPE, ON THE TOP OF WHICH IS BOLTED A BRASS CAP PROJECTING 4 INCHES
 BX1387'ABOVE THE SURFACE AND BEARING THE WORDS US ENGINEER DEPARTMENT,
 BX1387'VICKSBURG DISTRICT AND THE LETTERS US.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1670 ***********************************************************************
 BW1670  DESIGNATION -  69 CAP
 BW1670  PID         -  BW1670
 BW1670  STATE/COUNTY-  LA/CONCORDIA
 BW1670  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1670
 BW1670                         *CURRENT SURVEY CONTROL
 BW1670  ___________________________________________________________________
 BW1670* NAD 83(1986)-  31 31 27.     (N)    091 31 39.     (W)     SCALED    
 BW1670* NAVD 88     -        18.21   (+/-2cm)      59.7    (feet)  VERTCON   
 BW1670  ___________________________________________________________________
 BW1670  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BW1670
 BW1670  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1670
 BW1670.The horizontal coordinates were scaled from a topographic map and have
 BW1670.an estimated accuracy of +/- 6 seconds.
 BW1670
 BW1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1670.The vertical order pertains to the NGVD 29 superseded value.
 BW1670
 BW1670.The geoid height was determined by GEOID03.
 BW1670
 BW1670;                    North         East    Units  Estimated Accuracy
 BW1670;SPC LA N     -   113,970.    1,092,360.      MT  (+/- 180 meters Scaled)
 BW1670
 BW1670                          SUPERSEDED SURVEY CONTROL
 BW1670
 BW1670  NGVD 29 (??/??/92)   18.208  (m)           59.74   (f) ADJ UNCH    1 2
 BW1670
 BW1670.Superseded values are not recommended for survey control.
 BW1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1670.See file dsdata.txt to determine how the superseded data were derived.
 BW1670
 BW1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ398886(NAD 83)
 BW1670_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1670_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1670
 BW1670  HISTORY     - Date     Condition        Report By
 BW1670  HISTORY     - UNK      MONUMENTED       DOD
 BW1670  HISTORY     - 1940     GOOD             NGS
 BW1670  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1670
 BW1670                          STATION DESCRIPTION
 BW1670
 BW1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BW1670'6.5 MI S FROM VIDALIA.
 BW1670'6.5 MILES DOWNSTREAM ALONG GRAVELED ROAD FROM THE TEXAS AND PACIFIC
 BW1670'RAILROAD STATION IN VIDALIA.  TO REACH FROM TEXAS AND PACIFIC RAILROAD
 BW1670'STATION IN VIDALIA, PROCEED DOWNSTREAM (SOUTH) ALONG GRAVELED ROAD ON
 BW1670'THE WEST BANK OF MISSISSIPPI RIVER, GO 6.5 MILES. BENCH MARK IS IN THE
 BW1670'NORTHWEST CORNER OF GARDEN PLOT ON THE SAWYER PLANTATION. 1.8 MILES
 BW1670'UPSTREAM (NORTH) FROM POINT WHERE ROAD PASSES BETWEEN TWO CONCRETE
 BW1670'SILOS.  0.2 MILE DOWNSTREAM (SOUTH) FROM FIRST BAPTIST CHURCH. 67
 BW1670'YARDS WEST ACROSS ROAD FROM TOE OF LEVEE WHERE IT MAKES A LEFT
 BW1670'(SOUTHWEST) ANGLE TURN.  54 YARDS WEST OF CENTER LINE OF HIGHWAY. 19
 BW1670'FEET SOUTH OF EAST-WEST BOARD FENCE.  4.2 FEET EAST OF NORTH-SOUTH
 BW1670'BOARD FENCE.  3.5 FEET SOUTH OF ROW OF FRUIT TREES IN GARDEN. IRON
 BW1670'PIPE PROJECTS 6 INCHES.
 BW1670
 BW1670                          STATION RECOVERY (1966)
 BW1670
 BW1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0216 ***********************************************************************
 CQ0216  DESIGNATION -  690 LAGS
 CQ0216  PID         -  CQ0216
 CQ0216  STATE/COUNTY-  LA/UNION
 CQ0216  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0216
 CQ0216                         *CURRENT SURVEY CONTROL
 CQ0216  ___________________________________________________________________
 CQ0216* NAD 83(1986)-  32 41 20.     (N)    092 12 20.     (W)     SCALED    
 CQ0216* NAVD 88     -        53.425  (meters)     175.28   (feet)  ADJUSTED  
 CQ0216  ___________________________________________________________________
 CQ0216  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0216  DYNAMIC HT  -          53.366 (meters)     175.09  (feet)  COMP
 CQ0216  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CQ0216
 CQ0216  VERT ORDER  -  SECOND    CLASS 0
 CQ0216
 CQ0216.The horizontal coordinates were scaled from a topographic map and have
 CQ0216.an estimated accuracy of +/- 6 seconds.
 CQ0216
 CQ0216.The orthometric height was determined by differential leveling
 CQ0216.and adjusted by the National Geodetic Survey in June 1991..
 CQ0216
 CQ0216.The geoid height was determined by GEOID03.
 CQ0216
 CQ0216.The dynamic height is computed by dividing the NAVD 88
 CQ0216.geopotential number by the normal gravity value computed on the
 CQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0216.degrees latitude (g = 980.6199 gals.).
 CQ0216
 CQ0216.The modeled gravity was interpolated from observed gravity values.
 CQ0216
 CQ0216;                    North         East    Units  Estimated Accuracy
 CQ0216;SPC LA N     -   242,740.    1,027,610.      MT  (+/- 180 meters Scaled)
 CQ0216
 CQ0216                          SUPERSEDED SURVEY CONTROL
 CQ0216
 CQ0216  NGVD 29 (??/??/??)   53.520  (m)          175.59   (f) ADJUSTED    2 0
 CQ0216
 CQ0216.Superseded values are not recommended for survey control.
 CQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0216.See file dsdata.txt to determine how the superseded data were derived.
 CQ0216
 CQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS744170(NAD 83)
 CQ0216_MARKER: DD = SURVEY DISK
 CQ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0216+STABILITY: SURFACE MOTION
 CQ0216
 CQ0216  HISTORY     - Date     Condition        Report By
 CQ0216  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0216  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ0216
 CQ0216                          STATION DESCRIPTION
 CQ0216
 CQ0216'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0216'13.7 MI SE FROM FARMERVILLE.
 CQ0216'LOCATED 13.7 MILES SOUTHEAST ALONG THE OLD LOWER PORT UNION ROAD FROM
 CQ0216'FARMERVILLE, UNION PARISH, 0.6 MILE NORTH OF THE ROCKY BRANCH SCHOOL,
 CQ0216'AND 23 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STATE SURVEY
 CQ0216'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0217 ***********************************************************************
 CQ0217  DESIGNATION -  691 LAGS
 CQ0217  PID         -  CQ0217
 CQ0217  STATE/COUNTY-  LA/UNION
 CQ0217  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0217
 CQ0217                         *CURRENT SURVEY CONTROL
 CQ0217  ___________________________________________________________________
 CQ0217* NAD 83(1986)-  32 40 58.     (N)    092 12 07.     (W)     SCALED    
 CQ0217* NAVD 88     -        48.325  (meters)     158.55   (feet)  ADJUSTED  
 CQ0217  ___________________________________________________________________
 CQ0217  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0217  DYNAMIC HT  -          48.271 (meters)     158.37  (feet)  COMP
 CQ0217  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 CQ0217
 CQ0217  VERT ORDER  -  SECOND    CLASS 0
 CQ0217
 CQ0217.The horizontal coordinates were scaled from a topographic map and have
 CQ0217.an estimated accuracy of +/- 6 seconds.
 CQ0217
 CQ0217.The orthometric height was determined by differential leveling
 CQ0217.and adjusted by the National Geodetic Survey in June 1991..
 CQ0217
 CQ0217.The geoid height was determined by GEOID03.
 CQ0217
 CQ0217.The dynamic height is computed by dividing the NAVD 88
 CQ0217.geopotential number by the normal gravity value computed on the
 CQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0217.degrees latitude (g = 980.6199 gals.).
 CQ0217
 CQ0217.The modeled gravity was interpolated from observed gravity values.
 CQ0217
 CQ0217;                    North         East    Units  Estimated Accuracy
 CQ0217;SPC LA N     -   242,060.    1,027,950.      MT  (+/- 180 meters Scaled)
 CQ0217
 CQ0217                          SUPERSEDED SURVEY CONTROL
 CQ0217
 CQ0217  NGVD 29 (??/??/??)   48.420  (m)          158.86   (f) ADJUSTED    2 0
 CQ0217
 CQ0217.Superseded values are not recommended for survey control.
 CQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0217.See file dsdata.txt to determine how the superseded data were derived.
 CQ0217
 CQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS748164(NAD 83)
 CQ0217_MARKER: DD = SURVEY DISK
 CQ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0217+STABILITY: SURFACE MOTION
 CQ0217
 CQ0217  HISTORY     - Date     Condition        Report By
 CQ0217  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0217  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ0217
 CQ0217                          STATION DESCRIPTION
 CQ0217
 CQ0217'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0217'14.2 MI SE FROM FARMERVILLE.
 CQ0217'LOCATED 14.2 MILES SOUTHEAST ALONG THE LOWER PORT UNION ROAD FROM
 CQ0217'FARMERVILLE, UNION PARISH, 0.2 MILE NORTH OF THE ROCKY BRANCH SCHOOL,
 CQ0217'117 FEET EAST OF AN OLD CHURCH, AND 19 FEET EAST OF THE CENTERLINE OF
 CQ0217'THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 CQ0217'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1084 ***********************************************************************
 BK1084  DESIGNATION -  7 1/2 MPRR
 BK1084  PID         -  BK1084
 BK1084  STATE/COUNTY-  LA/ALLEN
 BK1084  USGS QUAD   -  GUY (1993)
 BK1084
 BK1084                         *CURRENT SURVEY CONTROL
 BK1084  ___________________________________________________________________
 BK1084* NAD 83(1986)-  30 41 36.     (N)    092 43 35.     (W)     SCALED    
 BK1084* NAVD 88     -        28.903  (meters)      94.83   (feet)  ADJUSTED  
 BK1084  ___________________________________________________________________
 BK1084  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1084  DYNAMIC HT  -          28.865 (meters)      94.70  (feet)  COMP
 BK1084  MODELED GRAV-     979,358.6   (mgal)                       NAVD 88
 BK1084
 BK1084  VERT ORDER  -  FIRST     CLASS I
 BK1084
 BK1084.The horizontal coordinates were scaled from a topographic map and have
 BK1084.an estimated accuracy of +/- 6 seconds.
 BK1084
 BK1084.The orthometric height was determined by differential leveling
 BK1084.and adjusted by the National Geodetic Survey in February 1994..
 BK1084
 BK1084.The geoid height was determined by GEOID03.
 BK1084
 BK1084.The dynamic height is computed by dividing the NAVD 88
 BK1084.geopotential number by the normal gravity value computed on the
 BK1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1084.degrees latitude (g = 980.6199 gals.).
 BK1084
 BK1084.The modeled gravity was interpolated from observed gravity values.
 BK1084
 BK1084;                    North         East    Units  Estimated Accuracy
 BK1084;SPC LA S     -   243,940.      866,540.      MT  (+/- 180 meters Scaled)
 BK1084
 BK1084                          SUPERSEDED SURVEY CONTROL
 BK1084
 BK1084  NAVD 88 (06/15/91)   28.892  (m)           94.79   (f) UNKNOWN     1 1
 BK1084  NGVD 29 (??/??/??)   28.876  (m)           94.74   (f) ADJUSTED    1 1
 BK1084
 BK1084.Superseded values are not recommended for survey control.
 BK1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1084.See file dsdata.txt to determine how the superseded data were derived.
 BK1084
 BK1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP262956(NAD 83)
 BK1084_MARKER: Z = SEE DESCRIPTION
 BK1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1084_STAMPING: 23582 + 67
 BK1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1084+STABILITY: SURFACE MOTION
 BK1084
 BK1084  HISTORY     - Date     Condition        Report By
 BK1084  HISTORY     - UNK      MONUMENTED       MPRR
 BK1084  HISTORY     - 1970     GOOD             NGS
 BK1084
 BK1084                          STATION DESCRIPTION
 BK1084
 BK1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1084'5.5 MI NE FROM OBERLIN.
 BK1084'ABOUT 5.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1084'STATION AT OBERLIN, 32 1/2 FEET SOUTH-SOUTHEAST OF MILEPOST 645, 8 1/2
 BK1084'FEET NORTHWEST OF THE NORTHWEST RAIL, 75 1/2 FEET SOUTHEAST OF THE
 BK1084'CENTER LINE OF U.S. HIGHWAY 165, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 BK1084'TRACK, A BRASS PIN SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BK1084'2.2 FEET ABOVE THE SURFACE OF THE GROUND AND WHICH BEARS A BRASS PLATE
 BK1084'THAT IS STAMPED 23582 + 67.  SEC 24, T 4S, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3906 ***********************************************************************
 BJ3906  DESIGNATION -  7 87
 BJ3906  PID         -  BJ3906
 BJ3906  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3906  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3906
 BJ3906                         *CURRENT SURVEY CONTROL
 BJ3906  ___________________________________________________________________
 BJ3906* NAD 83(1986)-  30 24 34.     (N)    091 02 10.     (W)     SCALED    
 BJ3906* NAVD 88     -        12.793  (meters)      41.97   (feet)  ADJUSTED  
 BJ3906  ___________________________________________________________________
 BJ3906  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3906  DYNAMIC HT  -          12.777 (meters)      41.92  (feet)  COMP
 BJ3906  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 BJ3906
 BJ3906  VERT ORDER  -  SECOND    CLASS II
 BJ3906
 BJ3906.The horizontal coordinates were scaled from a topographic map and have
 BJ3906.an estimated accuracy of +/- 6 seconds.
 BJ3906
 BJ3906.The orthometric height was determined by differential leveling
 BJ3906.and adjusted by the National Geodetic Survey in February 1994..
 BJ3906
 BJ3906.The geoid height was determined by GEOID03.
 BJ3906
 BJ3906.The dynamic height is computed by dividing the NAVD 88
 BJ3906.geopotential number by the normal gravity value computed on the
 BJ3906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3906.degrees latitude (g = 980.6199 gals.).
 BJ3906
 BJ3906.The modeled gravity was interpolated from observed gravity values.
 BJ3906
 BJ3906;                    North         East    Units  Estimated Accuracy
 BJ3906;SPC LA S     -   211,690.    1,028,560.      MT  (+/- 180 meters Scaled)
 BJ3906
 BJ3906                          SUPERSEDED SURVEY CONTROL
 BJ3906
 BJ3906.No superseded survey control is available for this station.
 BJ3906
 BJ3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP886657(NAD 83)
 BJ3906_MARKER: DB = BENCH MARK DISK
 BJ3906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3906_SP_SET: CONCRETE POST
 BJ3906_STAMPING: 7-87 1987
 BJ3906_MARK LOGO: LA-033
 BJ3906_PROJECTION: FLUSH
 BJ3906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3906+STABILITY: SURFACE MOTION
 BJ3906
 BJ3906  HISTORY     - Date     Condition        Report By
 BJ3906  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3906
 BJ3906                          STATION DESCRIPTION
 BJ3906
 BJ3906'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3906'IN BATON ROUGE.
 BJ3906'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE ABOUT 1.5 KM (0.95 MI)
 BJ3906'EAST ON COURSEY DRIVE FROM THE INTERSECTION OF COURSEY DRIVE AND
 BJ3906'SHERWOOD FOREST BOULEVARD TO THE MARK AT THE INTERSECTION OF COURSEY
 BJ3906'AND STUMBERG DRIVE, 15.4 METERS (50.5 FEET) WEST OF THE EAST END OF
 BJ3906'THE MEDIAN, 4.7 METERS (15.5 FEET) NORTH OF THE NORTH CURB OF THE
 BJ3906'EAST BOUND LANE, 4.6 METERS (15 FEET) SOUTH OF THE SOUTH CURB OF THE
 BJ3906'WEST BOUND LANE, 1.5 METERS (5 FEET) EAST OF TREE AND ABOUT 80.5
 BJ3906'METERS (264 FEET) WEST OF THE INTERSECTION OF COURSEY AND STUMBERG
 BJ3906'AND SOUTH OF APARTMENT BUILDING 27.
 BJ3906'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 BJ3906'THE MARK IS 0.31 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2994 ***********************************************************************
 CQ2994  DESIGNATION -  7 A 001
 CQ2994  PID         -  CQ2994
 CQ2994  STATE/COUNTY-  LA/BIENVILLE
 CQ2994  USGS QUAD   -  GIBSLAND (1986)
 CQ2994
 CQ2994                         *CURRENT SURVEY CONTROL
 CQ2994  ___________________________________________________________________
 CQ2994* NAD 83(1992)-  32 33 46.85779(N)    093 03 15.15903(W)     ADJUSTED  
 CQ2994* NAVD 88     -        81.379  (meters)     266.99   (feet)  ADJUSTED  
 CQ2994  ___________________________________________________________________
 CQ2994  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CQ2994  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ2994  DYNAMIC HT  -          81.288 (meters)     266.69  (feet)  COMP
 CQ2994  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 CQ2994
 CQ2994  HORZ ORDER  -  FIRST
 CQ2994  VERT ORDER  -  SECOND    CLASS I
 CQ2994
 CQ2994.The horizontal coordinates were established by classical geodetic methods
 CQ2994.and adjusted by the National Geodetic Survey in January 1993..
 CQ2994
 CQ2994.The orthometric height was determined by differential leveling
 CQ2994.and adjusted by the National Geodetic Survey in September 1998..
 CQ2994
 CQ2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2994
 CQ2994.The geoid height was determined by GEOID03.
 CQ2994
 CQ2994.The dynamic height is computed by dividing the NAVD 88
 CQ2994.geopotential number by the normal gravity value computed on the
 CQ2994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2994.degrees latitude (g = 980.6199 gals.).
 CQ2994
 CQ2994.The modeled gravity was interpolated from observed gravity values.
 CQ2994
 CQ2994;                    North         East     Units Scale Factor Converg.
 CQ2994;SPC LA N     -   228,875.524   947,954.783   MT  0.99997801   -0 17 34.8
 CQ2994;SPC LA N     -   750,902.45  3,110,081.65   sFT  0.99997801   -0 17 34.8
 CQ2994;UTM  15      - 3,602,845.852   494,911.032   MT  0.99960032   -0 01 45.0
 CQ2994
 CQ2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2994!SPC LA N     -   0.99999126  x   0.99997801  =   0.99996927
 CQ2994!UTM  15      -   0.99999126  x   0.99960032  =   0.99959159
 CQ2994
 CQ2994|---------------------------------------------------------------------|
 CQ2994| PID    Reference Object                     Distance      Geod. Az  |
 CQ2994|                                                           dddmmss.s |
 CQ2994| AE8821 7 A 001 RM 1                         15.875 METERS 16518     |
 CQ2994| CQ3007 7 A 001 RM 2                         11.143 METERS 23602     |
 CQ2994| CQ3003 60C009                              APPROX. 1.5 KM 2732152.4 |
 CQ2994|---------------------------------------------------------------------|
 CQ2994
 CQ2994                          SUPERSEDED SURVEY CONTROL
 CQ2994
 CQ2994  NAD 83(1986)-  32 33 46.87078(N)    093 03 15.14964(W) AD(       ) 1
 CQ2994  NAD 27      -  32 33 46.32463(N)    093 03 14.56604(W) AD(       ) 1
 CQ2994  NGVD 29 (07/19/86)   81.44   (m)          267.2    (f) LEVELING    3  
 CQ2994
 CQ2994.Superseded values are not recommended for survey control.
 CQ2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2994.See file dsdata.txt to determine how the superseded data were derived.
 CQ2994
 CQ2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9491102846(NAD 83)
 CQ2994_MARKER: DD = SURVEY DISK
 CQ2994_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CQ2994_SP_SET: BRIDGE ROADWAY
 CQ2994_STAMPING: 7A001
 CQ2994_MARK LOGO: LADH  
 CQ2994_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2994+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1995
 CQ2994
 CQ2994  HISTORY     - Date     Condition        Report By
 CQ2994  HISTORY     - 1966     MONUMENTED       LADH
 CQ2994  HISTORY     - 1970     GOOD             USAF
 CQ2994  HISTORY     - 1971     GOOD             NGS
 CQ2994  HISTORY     - 19950626 GOOD             LADTD
 CQ2994
 CQ2994                          STATION DESCRIPTION
 CQ2994
 CQ2994'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ2994'STATION IS SET IN THE SOUTHEAST CORNER OF THE GIBSLAND (LA
 CQ2994'HWY 154) OVERPASS AND INTERCHANGE ON INTERSTATE 20 AND IS
 CQ2994'MARKED BY A STANDARD BRONZE DISK SET IN THE ROADWAY OF THE
 CQ2994'OVERPASS IN THE ABUTMENT (2.98 FEET WEST OF THE EAST CURB).
 CQ2994'STATION IS 7.60 FEET NORTHWEST OF A METAL WITNESS POST AND
 CQ2994'SIGN.  STATION IS STAMPED 7A001.
 CQ2994'
 CQ2994'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ2994'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ2994'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH
 CQ2994'ALONG LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND
 CQ2994'INTERCHANGE ON INTERSTATE 20, THENCE EAST ON INTERSTATE
 CQ2994'20 FOR 14.47 MILES TO STATION SET IN OVERPASS.
 CQ2994'
 CQ2994'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2994
 CQ2994                          STATION RECOVERY (1970)
 CQ2994
 CQ2994'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2994'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CQ2994'
 CQ2994'ROUTE DESCRIPTION WAS ADEQUATE.
 CQ2994
 CQ2994                          STATION RECOVERY (1971)
 CQ2994
 CQ2994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2994'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 CQ2994'CONDITION.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AND 60C009
 CQ2994'(LDH) WAS USED AS AN AZIMUTH MARK.
 CQ2994'
 CQ2994'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 CQ2994'
 CQ2994'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE GIBSLAND
 CQ2994'(LOUISIANA HIGHWAY 154) OVERPASS AND INTERCHANGE ON INTERSTATE
 CQ2994'HIGHWAY 20 ABOUT 1.5 MILES NORTH OF GIBSLAND.
 CQ2994'
 CQ2994'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CQ2994'STATE HIGHWAY 154 IN GIBSLAND, GO NORTH ON HIGHWAY 154 FOR 1.5
 CQ2994'MILES TO THE OVERPASS AT THE INTERCHANGE ON INTERSTATE HIGHWAY 20
 CQ2994'AND THE STATION AS DESCRIBED.
 CQ2994'
 CQ2994'THE STATION MARK IS A LOUISIANA GEODETIC SURVEY DISK STAMPED
 CQ2994'7A001, CEMENTED IN A DRILL HOLE IN THE NORTH BOUND LANE AT THE
 CQ2994'SOUTHEAST CORNER OF THE OVERPASS.  3 FEET WEST OF THE SOUTHEAST
 CQ2994'CORNER OF THE OVERPASS AND 11.4 FEET EAST OF THE CENTER OF
 CQ2994'HIGHWAY 154.
 CQ2994'
 CQ2994'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 7A001 LDH 1966 NO 1
 CQ2994'1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2994'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET
 CQ2994'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS, 24
 CQ2994'FEET NORTHWEST OF A METAL SIGN POST AND 8 FEET EAST OF A METAL
 CQ2994'GUARD RAIL.
 CQ2994'
 CQ2994'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 7A001 LDH 1966
 CQ2994'NO 2 1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CQ2994'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET
 CQ2994'WEST OF THE CENTER OF HIGHWAY 154, 16.5 FEET SOUTH OF THE
 CQ2994'SOUTHWEST CORNER OF THE OVERPASS AND 5 FEET WEST OF A METAL GUARD
 CQ2994'RAIL.
 CQ2994'
 CQ2994'THE AZIMUTH MARK IS A LOUISIANA GEODETIC SURVEY DISK STAMPED
 CQ2994'60C009, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2994'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 4 FEET SOUTH
 CQ2994'OF THE CENTER ONE OF THREE FENCE POSTS AND 1.5 FEET NORTH OF A
 CQ2994'METAL WITNESS POST.
 CQ2994'
 CQ2994'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON
 CQ2994'INTERSTATE HIGHWAY 20 FOR 0.9 MILE TO A CUT BANK AND THE
 CQ2994'AZIMUTH MARK ON THE RIGHT, ABOUT 50 FEET HIGHER THAN THE HIGHWAY.
 CQ2994'
 CQ2994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2994'1-1/2 MILES NORTH OF GIBSLAND.
 CQ2994
 CQ2994                          STATION RECOVERY (1995)
 CQ2994
 CQ2994'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ2994'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTH OF GIBSLAND, 7.3 MI
 CQ2994'(11.7 KM) SOUTH-SOUTHWEST OF ATHENS AND 13.0 MI (20.9 KM)
 CQ2994'EAST-SOUTHEAST OF MINDEN.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CQ2994'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE WEST
 CQ2994'JUNCTION OF U.S.  HIGHWAY 80 AND STATE HIGHWAY 154 IN GIBSLAND, GO
 CQ2994'NORTH FOR 1.25 MI (2.01 KM) ON HIGHWAY 154 TO THE STATION SET IN THE
 CQ2994'SOUTHEAST CORNER OF THE BRIDGE ROADWAY OF THE HIGHWAY 154 OVERPASS
 CQ2994'OVER INTERSTATE HIGHWAY 20. THE STATION IS 11.5 FT (3.5 M) EAST FROM
 CQ2994'THE CENTER OF THE HIGHWAY, 3.0 FT (0.9 M) WEST FROM THE SOUTHEAST
 CQ2994'CORNER OF THE OVERPASS AND FLUSH WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8821 ***********************************************************************
 AE8821  DESIGNATION -  7 A 001 RM 1
 AE8821  PID         -  AE8821
 AE8821  STATE/COUNTY-  LA/BIENVILLE
 AE8821  USGS QUAD   -  GIBSLAND (1986)
 AE8821
 AE8821                         *CURRENT SURVEY CONTROL
 AE8821  ___________________________________________________________________
 AE8821* NAD 83(1986)-  32 33 48.     (N)    093 03 16.     (W)     SCALED    
 AE8821* NAVD 88     -        80.583  (meters)     264.38   (feet)  ADJUSTED  
 AE8821  ___________________________________________________________________
 AE8821  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AE8821  DYNAMIC HT  -          80.492 (meters)     264.08  (feet)  COMP
 AE8821  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 AE8821
 AE8821  VERT ORDER  -  SECOND    CLASS I
 AE8821
 AE8821.The horizontal coordinates were scaled from a topographic map and have
 AE8821.an estimated accuracy of +/- 6 seconds.
 AE8821
 AE8821.The orthometric height was determined by differential leveling
 AE8821.and adjusted by the National Geodetic Survey in September 1998..
 AE8821
 AE8821.The geoid height was determined by GEOID03.
 AE8821
 AE8821.The dynamic height is computed by dividing the NAVD 88
 AE8821.geopotential number by the normal gravity value computed on the
 AE8821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8821.degrees latitude (g = 980.6199 gals.).
 AE8821
 AE8821.The modeled gravity was interpolated from observed gravity values.
 AE8821
 AE8821;                    North         East    Units  Estimated Accuracy
 AE8821;SPC LA N     -   228,910.      947,930.      MT  (+/- 180 meters Scaled)
 AE8821
 AE8821                          SUPERSEDED SURVEY CONTROL
 AE8821
 AE8821.No superseded survey control is available for this station.
 AE8821
 AE8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS948028(NAD 83)
 AE8821_MARKER: DR = REFERENCE MARK DISK
 AE8821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8821_STAMPING: 7A001 LDH 1966 NO 1 1971
 AE8821_MARK LOGO: CGS   
 AE8821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8821+STABILITY: SURFACE MOTION
 AE8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8821+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1995
 AE8821
 AE8821  HISTORY     - Date     Condition        Report By
 AE8821  HISTORY     - 1971     MONUMENTED       NGS
 AE8821  HISTORY     - 19950626 GOOD             LADTD
 AE8821
 AE8821                          STATION DESCRIPTION
 AE8821
 AE8821'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AE8821'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTH 0F GIBSLAND, 7.3 MI
 AE8821'(11.7 KM) SOUTH-SOUTHWEST OF ATHENS AND 13.0 MI (20.9 KM)
 AE8821'EAST-SOUTHEAST OF MINDEN.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AE8821'TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION FROM THE WEST
 AE8821'JUNCTION OF U.S.  HIGHWAY 80 AND STATE HIGHWAY 154 IN GIBSLAND, GO
 AE8821'NORTH FOR 1.25 MI (2.01 KM) ON HIGHWAY 154 TO THE STATION SET NEAR THE
 AE8821'SOUTHEAST CORNER OF THE HIGHWAY 154 OVERPASS OVER INTERSTATE HIGHWAY
 AE8821'20.  THE STATION IS 47.0 FT (14.3 M) SOUTH-SOUTHEAST FROM THE
 AE8821'SOUTHEAST CORNER OF THE OVERPASS, 20.0 FT (6.1 M) EAST FROM THE CENTER
 AE8821'OF THE HIGHWAY, 8.0 FT (2.4 M) EAST FROM A METAL GUARD RAIL, FLUSH
 AE8821'WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3007 ***********************************************************************
 CQ3007  DESIGNATION -  7 A 001 RM 2
 CQ3007  PID         -  CQ3007
 CQ3007  STATE/COUNTY-  LA/BIENVILLE
 CQ3007  USGS QUAD   -  GIBSLAND (1986)
 CQ3007
 CQ3007                         *CURRENT SURVEY CONTROL
 CQ3007  ___________________________________________________________________
 CQ3007* NAD 83(1992)-  32 33 46.     (N)    093 03 15.     (W)     SCALED    
 CQ3007* NAVD 88     -        81.109  (meters)     266.11   (feet)  ADJUSTED  
 CQ3007  ___________________________________________________________________
 CQ3007  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3007  DYNAMIC HT  -          81.018 (meters)     265.81  (feet)  COMP
 CQ3007  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 CQ3007
 CQ3007  VERT ORDER  -  SECOND    CLASS I
 CQ3007
 CQ3007.The horizontal coordinates were scaled from a topographic map and have
 CQ3007.an estimated accuracy of +/- 6 seconds.
 CQ3007
 CQ3007.The orthometric height was determined by differential leveling
 CQ3007.and adjusted by the National Geodetic Survey in September 1998..
 CQ3007
 CQ3007.The geoid height was determined by GEOID03.
 CQ3007
 CQ3007.The dynamic height is computed by dividing the NAVD 88
 CQ3007.geopotential number by the normal gravity value computed on the
 CQ3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3007.degrees latitude (g = 980.6199 gals.).
 CQ3007
 CQ3007.The modeled gravity was interpolated from observed gravity values.
 CQ3007
 CQ3007;                    North         East    Units  Estimated Accuracy
 CQ3007;SPC LA N     -   228,850.      947,960.      MT  (+/- 180 meters Scaled)
 CQ3007
 CQ3007                          SUPERSEDED SURVEY CONTROL
 CQ3007
 CQ3007  NGVD 29 (07/19/86)   81.     (m)          266.     (f) VERT ANG       
 CQ3007
 CQ3007.Superseded values are not recommended for survey control.
 CQ3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3007.See file dsdata.txt to determine how the superseded data were derived.
 CQ3007
 CQ3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS949028(NAD 83)
 CQ3007_MARKER: DR = REFERENCE MARK DISK
 CQ3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3007_STAMPING: 7A001 LDH 1966 NO 2 1971
 CQ3007_MARK LOGO: CGS   
 CQ3007_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3007+STABILITY: SURFACE MOTION
 CQ3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3007+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1995
 CQ3007
 CQ3007  HISTORY     - Date     Condition        Report By
 CQ3007  HISTORY     - 1971     MONUMENTED       NGS
 CQ3007  HISTORY     - 19950626 GOOD             LADTD
 CQ3007
 CQ3007                          STATION DESCRIPTION
 CQ3007
 CQ3007'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 CQ3007'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTH OF GIBSLAND, 7.3 MI
 CQ3007'(11.7 KM) SOUTH-SOUTHWEST OF ATHENS AND 13.0 MI (20.9 KM)
 CQ3007'EAST-SOUTHEAST OF MINDEN.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CQ3007'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE WEST
 CQ3007'JUNCTION OF U.S.  HIGHWAY 80 AND STATE HIGHWAY 154 IN GIBSLAND, GO
 CQ3007'NORTH FOR 1.25 MI (2.01 KM) ON HIGHWAY 154 TO THE STATION SET NEAR THE
 CQ3007'SOUTHWEST CORNER OF THE HIGHWAY 154 OVERPASS OVER INTERSTATE HIGHWAY
 CQ3007'20. THE STATION IS 19.0 FT (5.8 M) WEST FROM THE CENTER OF THE
 CQ3007'HIGHWAY, 17.0 FT (5.2 M) SOUTH FROM THE SOUTHWEST CORNER OF THE
 CQ3007'OVERPASS, 5.0 FT (1.5 M) WEST FROM A METAL GUARD RAIL, FLUSH WITH THE
 CQ3007'GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2625 ***********************************************************************
 BJ2625  DESIGNATION -  7 A BOLT
 BJ2625  PID         -  BJ2625
 BJ2625  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2625  USGS QUAD   -  LACOUR (1994)
 BJ2625
 BJ2625                         *CURRENT SURVEY CONTROL
 BJ2625  ___________________________________________________________________
 BJ2625* NAD 83(1986)-  30 50 09.     (N)    091 37 04.     (W)     SCALED    
 BJ2625* NAVD 88     -        13.48   (+/-2cm)      44.2    (feet)  VERTCON   
 BJ2625  ___________________________________________________________________
 BJ2625  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ2625
 BJ2625  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2625
 BJ2625.The horizontal coordinates were scaled from a topographic map and have
 BJ2625.an estimated accuracy of +/- 6 seconds.
 BJ2625
 BJ2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2625.The vertical order pertains to the NGVD 29 superseded value.
 BJ2625
 BJ2625.The geoid height was determined by GEOID03.
 BJ2625
 BJ2625;                    North         East    Units  Estimated Accuracy
 BJ2625;SPC LA S     -   258,960.      972,790.      MT  (+/- 180 meters Scaled)
 BJ2625
 BJ2625                          SUPERSEDED SURVEY CONTROL
 BJ2625
 BJ2625  NGVD 29 (??/??/??)   13.473  (m)           44.20   (f) ADJUSTED    1 2
 BJ2625
 BJ2625.Superseded values are not recommended for survey control.
 BJ2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2625.See file dsdata.txt to determine how the superseded data were derived.
 BJ2625
 BJ2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ321122(NAD 83)
 BJ2625_MARKER: B = BOLT
 BJ2625_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2625_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2625_STAMPING: PBM 7 A
 BJ2625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2625
 BJ2625  HISTORY     - Date     Condition        Report By
 BJ2625  HISTORY     - UNK      MONUMENTED       DOD
 BJ2625  HISTORY     - 1964     GOOD             CGS
 BJ2625
 BJ2625                          STATION DESCRIPTION
 BJ2625
 BJ2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2625'0.8 MI NW FROM LACOUR.
 BJ2625'ABOUT 0.8 MILE NORTHWEST ALONG STATE ROAD 419 FROM THE GENERAL STORE
 BJ2625'AT LACOUR, ON THE INSIDE OF A CURVE, 84 FEET SOUTHWEST OF THE CENTER
 BJ2625'LINE OF THE ROAD, 60 FEET SOUTHWEST OF A FENCE, 54 FEET SOUTHWEST OF A
 BJ2625'48-INCH PECAN TREE, ABOUT LEVEL WITH THE ROAD, A COPPER BOLT SET IN
 BJ2625'CONCRETE ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BJ2625'IS HAS THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2626 ***********************************************************************
 BJ2626  DESIGNATION -  7 A CAP
 BJ2626  PID         -  BJ2626
 BJ2626  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2626  USGS QUAD   -  LACOUR (1994)
 BJ2626
 BJ2626                         *CURRENT SURVEY CONTROL
 BJ2626  ___________________________________________________________________
 BJ2626* NAD 83(1986)-  30 50 09.     (N)    091 37 04.     (W)     SCALED    
 BJ2626* NAVD 88     -        14.72   (+/-2cm)      48.3    (feet)  VERTCON   
 BJ2626  ___________________________________________________________________
 BJ2626  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ2626
 BJ2626  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2626
 BJ2626.The horizontal coordinates were scaled from a topographic map and have
 BJ2626.an estimated accuracy of +/- 6 seconds.
 BJ2626
 BJ2626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2626.The vertical order pertains to the NGVD 29 superseded value.
 BJ2626
 BJ2626.The geoid height was determined by GEOID03.
 BJ2626
 BJ2626;                    North         East    Units  Estimated Accuracy
 BJ2626;SPC LA S     -   258,960.      972,790.      MT  (+/- 180 meters Scaled)
 BJ2626
 BJ2626                          SUPERSEDED SURVEY CONTROL
 BJ2626
 BJ2626  NGVD 29 (??/??/??)   14.706  (m)           48.25   (f) ADJUSTED    1 2
 BJ2626
 BJ2626.Superseded values are not recommended for survey control.
 BJ2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2626.See file dsdata.txt to determine how the superseded data were derived.
 BJ2626
 BJ2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ321122(NAD 83)
 BJ2626_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2626_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2626_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2626_STAMPING: PBM 7 A
 BJ2626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2626
 BJ2626  HISTORY     - Date     Condition        Report By
 BJ2626  HISTORY     - UNK      MONUMENTED       DOD
 BJ2626  HISTORY     - 1964     GOOD             CGS
 BJ2626  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ2626
 BJ2626                          STATION DESCRIPTION
 BJ2626
 BJ2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2626'0.8 MI NW FROM LACOUR.
 BJ2626'ABOUT 0.8 MILE NORTHWEST ALONG STATE ROAD 419 FROM THE GENERAL STORE
 BJ2626'AT LACOUR, ON THE INSIDE OF A CURVE, 84 FEET SOUTHWEST OF THE CENTER
 BJ2626'LINE OF THE ROAD, 60 FEET SOUTHWEST OF A FENCE, 54 FEET SOUTHWEST OF A
 BJ2626'48-INCH PECAN TREE, ABOUT LEVEL WITH THE ROAD, A 4-INCH IRON PIPE
 BJ2626'BEARING A CAP WHICH PROJECTS 1 FOOT.
 BJ2626
 BJ2626                          STATION RECOVERY (1976)
 BJ2626
 BJ2626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ2626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0037 ***********************************************************************
 BJ0037  DESIGNATION -  7 ABLDAPA
 BJ0037  PID         -  BJ0037
 BJ0037  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0037  USGS QUAD   -  LACOUR (1994)
 BJ0037
 BJ0037                         *CURRENT SURVEY CONTROL
 BJ0037  ___________________________________________________________________
 BJ0037* NAD 83(1986)-  30 46 40.     (N)    091 35 45.     (W)     SCALED    
 BJ0037* NAVD 88     -         9.847  (meters)      32.31   (feet)  ADJUSTED  
 BJ0037  ___________________________________________________________________
 BJ0037  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0037  DYNAMIC HT  -           9.834 (meters)      32.26  (feet)  COMP
 BJ0037  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 BJ0037
 BJ0037  VERT ORDER  -  FIRST     CLASS I
 BJ0037
 BJ0037.The horizontal coordinates were scaled from a topographic map and have
 BJ0037.an estimated accuracy of +/- 6 seconds.
 BJ0037
 BJ0037.The orthometric height was determined by differential leveling
 BJ0037.and adjusted by the National Geodetic Survey in February 1994..
 BJ0037
 BJ0037.The geoid height was determined by GEOID03.
 BJ0037
 BJ0037.The dynamic height is computed by dividing the NAVD 88
 BJ0037.geopotential number by the normal gravity value computed on the
 BJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0037.degrees latitude (g = 980.6199 gals.).
 BJ0037
 BJ0037.The modeled gravity was interpolated from observed gravity values.
 BJ0037
 BJ0037;                    North         East    Units  Estimated Accuracy
 BJ0037;SPC LA S     -   252,520.      974,870.      MT  (+/- 180 meters Scaled)
 BJ0037
 BJ0037                          SUPERSEDED SURVEY CONTROL
 BJ0037
 BJ0037  NAVD 88 (06/15/91)    9.880  (m)           32.41   (f) UNKNOWN     1 1
 BJ0037  NGVD 29 (??/??/??)    9.838  (m)           32.28   (f) ADJUSTED    1 1
 BJ0037
 BJ0037.Superseded values are not recommended for survey control.
 BJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0037.See file dsdata.txt to determine how the superseded data were derived.
 BJ0037
 BJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ343058(NAD 83)
 BJ0037_MARKER: Z = SEE DESCRIPTION
 BJ0037_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0037_SP_SET: 75 FT IRON PIPE
 BJ0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0037
 BJ0037  HISTORY     - Date     Condition        Report By
 BJ0037  HISTORY     - 1975     MONUMENTED       USE
 BJ0037  HISTORY     - 1976     GOOD             NGS
 BJ0037
 BJ0037                          STATION DESCRIPTION
 BJ0037
 BJ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0037'3.2 MI NORTH FROM MORGANZA.
 BJ0037'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BJ0037'MORGANZA, THENCE 2.3 MILES NORTHEAST ALONG THE SOUTHEAST LEVEE OF THE
 BJ0037'MORGANZA FLOODWAY, 0.35 MILE NORTHEAST OF A POINT WHERE THE ROAD TURNS
 BJ0037'FROM THE LEVEE, 228 FT NORTHEAST OF A FENCE, 169 FT NORTHWEST OF THE
 BJ0037'CENTER LINE OF THE LEVEE, 50 FT SOUTHEAST OF THE CENTER LINE OF THE
 BJ0037'ROAD, A 1 INCH IRON PIPE WITH CAP DRIVEN TO A DEPTH OF 75 FT
 BJ0037'ENCASED IN A 2 INCH IRON PIPE BORED TO A DEPTH OF 54 FT WITH ACCESS
 BJ0037'THROUGH A 3 INCH IRON PIPE WITH A SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1523 ***********************************************************************
 CP1523  DESIGNATION -  7 DIETZE BOLT
 CP1523  PID         -  CP1523
 CP1523  STATE/COUNTY-  LA/MADISON
 CP1523  USGS QUAD   -  BEDFORD (1963)
 CP1523
 CP1523                         *CURRENT SURVEY CONTROL
 CP1523  ___________________________________________________________________
 CP1523* NAD 83(1986)-  32 14 42.     (N)    091 05 52.     (W)     SCALED    
 CP1523* NAVD 88     -        24.71   (+/-2cm)      81.1    (feet)  VERTCON   
 CP1523  ___________________________________________________________________
 CP1523  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP1523
 CP1523  VERT ORDER  -  ? (See Below)
 CP1523
 CP1523.The horizontal coordinates were scaled from a topographic map and have
 CP1523.an estimated accuracy of +/- 6 seconds.
 CP1523
 CP1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1523.The vertical order pertains to the NGVD 29 superseded value.
 CP1523
 CP1523.The geoid height was determined by GEOID03.
 CP1523
 CP1523;                    North         East    Units  Estimated Accuracy
 CP1523;SPC LA N     -   194,330.    1,132,130.      MT  (+/- 180 meters Scaled)
 CP1523
 CP1523                          SUPERSEDED SURVEY CONTROL
 CP1523
 CP1523  NGVD 29 (??/??/92)   24.738  (m)           81.16   (f) ADJ UNCH    ?  
 CP1523
 CP1523.Superseded values are not recommended for survey control.
 CP1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1523.See file dsdata.txt to determine how the superseded data were derived.
 CP1523
 CP1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR792691(NAD 83)
 CP1523_MARKER: B = BOLT
 CP1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1523_SP_SET: CONCRETE BLOCK
 CP1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1523
 CP1523  HISTORY     - Date     Condition        Report By
 CP1523  HISTORY     - UNK      MONUMENTED       DOD
 CP1523  HISTORY     - 1934     GOOD             DOD
 CP1523  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1523
 CP1523                          STATION DESCRIPTION
 CP1523
 CP1523'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1523'2.5 MI E FROM KING.
 CP1523'ABOUT 2 1/2 MILES EAST ALONG THE LEVEE FROM THE POST OFFICE AT KING
 CP1523'P.B.M. IS CONCRETE BLOCK AND PIPE WITH BRASS CAP, ON RIGHT BANK OF
 CP1523'MISSISSIPPI RIVER IN MADISON PARISH, LA.  1 MILE DOWNSTREAM FROM
 CP1523'P.B.M. 6 IN AN OPEN FIELD ON THE OLD CHELULA PLANTATION.  154 METERS
 CP1523'LANDSIDE FROM CENTER LINE OF LEVEE.  460 METERS NORTHEAST FROM WHERE A
 CP1523'GRAVELED HIGHWAY LEAVES THE TOE OF LEVEE.  13.2 METERS RIVERSIDE OF
 CP1523'CENTER LINE OF GRAVELED HIGHWAY.  4 METERS DOWNSTREAM FROM DITCH WHICH
 CP1523'RUNS AT RIGHT ANGLE FROM THE LEVEE AND CROSSES THE HIGHWAY. THE P.B.M.
 CP1523'IS PAINTED WHITE AND THE CAP IS ABOUT 12 INCHES ABOVE THE GROUND.
 CP1523
 CP1523                          STATION RECOVERY (1963)
 CP1523
 CP1523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1522 ***********************************************************************
 CP1522  DESIGNATION -  7 DIETZE CAP
 CP1522  PID         -  CP1522
 CP1522  STATE/COUNTY-  LA/MADISON
 CP1522  USGS QUAD   -  BEDFORD (1963)
 CP1522
 CP1522                         *CURRENT SURVEY CONTROL
 CP1522  ___________________________________________________________________
 CP1522* NAD 83(1986)-  32 14 42.     (N)    091 05 52.     (W)     SCALED    
 CP1522* NAVD 88     -        25.94   (+/-2cm)      85.1    (feet)  VERTCON   
 CP1522  ___________________________________________________________________
 CP1522  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP1522
 CP1522  VERT ORDER  -  ? (See Below)
 CP1522
 CP1522.The horizontal coordinates were scaled from a topographic map and have
 CP1522.an estimated accuracy of +/- 6 seconds.
 CP1522
 CP1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1522.The vertical order pertains to the NGVD 29 superseded value.
 CP1522
 CP1522.The geoid height was determined by GEOID03.
 CP1522
 CP1522;                    North         East    Units  Estimated Accuracy
 CP1522;SPC LA N     -   194,330.    1,132,130.      MT  (+/- 180 meters Scaled)
 CP1522
 CP1522                          SUPERSEDED SURVEY CONTROL
 CP1522
 CP1522  NGVD 29 (??/??/92)   25.967  (m)           85.19   (f) ADJ UNCH    ?  
 CP1522
 CP1522.Superseded values are not recommended for survey control.
 CP1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1522.See file dsdata.txt to determine how the superseded data were derived.
 CP1522
 CP1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR792691(NAD 83)
 CP1522_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1522_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1522
 CP1522  HISTORY     - Date     Condition        Report By
 CP1522  HISTORY     - UNK      MONUMENTED       DOD
 CP1522  HISTORY     - 1934     GOOD             DOD
 CP1522  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1522
 CP1522                          STATION DESCRIPTION
 CP1522
 CP1522'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1522'2.5 MI E FROM KING.
 CP1522'ABOUT 2 1/2 MILES EAST ALONG THE LEVEE FROM THE POST OFFICE AT KING
 CP1522'P.B.M. IS CONCRETE BLOCK AND PIPE WITH BRASS CAP, ON RIGHT BANK OF
 CP1522'MISSISSIPPI RIVER IN MADISON PARISH, LA.  1 MILE DOWNSTREAM FROM
 CP1522'P.B.M. 6 IN AN OPEN FIELD ON THE OLD CHELULA PLANTATION.  154 METERS
 CP1522'LANDSIDE FROM CENTER LINE OF LEVEE.  460 METERS NORTHEAST FROM WHERE A
 CP1522'GRAVELED HIGHWAY LEAVES THE TOE OF LEVEE.  13.2 METERS RIVERSIDE OF
 CP1522'CENTER LINE OF GRAVELED HIGHWAY.  4 METERS DOWNSTREAM FROM DITCH WHICH
 CP1522'RUNS AT RIGHT ANGLE FROM THE LEVEE AND CROSSES THE HIGHWAY. THE P.B.M.
 CP1522'IS PAINTED WHITE AND THE CAP IS ABOUT 12 INCHES ABOVE THE GROUND.
 CP1522
 CP1522                          STATION RECOVERY (1963)
 CP1522
 CP1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0247 ***********************************************************************
 BJ0247  DESIGNATION -  7 EABPL
 BJ0247  PID         -  BJ0247
 BJ0247  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0247  USGS QUAD   -  MELVILLE (1994)
 BJ0247
 BJ0247                         *CURRENT SURVEY CONTROL
 BJ0247  ___________________________________________________________________
 BJ0247* NAD 83(1986)-  30 40 53.     (N)    091 39 34.     (W)     SCALED    
 BJ0247* NAVD 88     -         8.478  (meters)      27.81   (feet)  ADJUSTED  
 BJ0247  ___________________________________________________________________
 BJ0247  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ0247  DYNAMIC HT  -           8.467 (meters)      27.78  (feet)  COMP
 BJ0247  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 BJ0247
 BJ0247  VERT ORDER  -  FIRST     CLASS I
 BJ0247
 BJ0247.The horizontal coordinates were scaled from a topographic map and have
 BJ0247.an estimated accuracy of +/- 6 seconds.
 BJ0247
 BJ0247.The orthometric height was determined by differential leveling
 BJ0247.and adjusted by the National Geodetic Survey in February 1994..
 BJ0247
 BJ0247.The geoid height was determined by GEOID03.
 BJ0247
 BJ0247.The dynamic height is computed by dividing the NAVD 88
 BJ0247.geopotential number by the normal gravity value computed on the
 BJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0247.degrees latitude (g = 980.6199 gals.).
 BJ0247
 BJ0247.The modeled gravity was interpolated from observed gravity values.
 BJ0247
 BJ0247;                    North         East    Units  Estimated Accuracy
 BJ0247;SPC LA S     -   241,850.      968,750.      MT  (+/- 180 meters Scaled)
 BJ0247
 BJ0247                          SUPERSEDED SURVEY CONTROL
 BJ0247
 BJ0247  NGVD 29 (??/??/??)    8.478  (m)           27.81   (f) ADJUSTED    1 1
 BJ0247
 BJ0247.Superseded values are not recommended for survey control.
 BJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0247.See file dsdata.txt to determine how the superseded data were derived.
 BJ0247
 BJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP284950(NAD 83)
 BJ0247_MARKER: Z = SEE DESCRIPTION
 BJ0247_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0247_SP_SET: 100 FT IRON PIPE
 BJ0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0247
 BJ0247  HISTORY     - Date     Condition        Report By
 BJ0247  HISTORY     - 1976     MONUMENTED       USE
 BJ0247  HISTORY     - 1976     GOOD             NGS
 BJ0247
 BJ0247                          STATION DESCRIPTION
 BJ0247
 BJ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0247'8.2 MI SW FROM MORGANZA.
 BJ0247'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0247'HIGHWAY 10, THENCE 7.4 MILES WEST AND SOUTH ALONG A LEVEE ROAD
 BJ0247'0.35 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 10, 331 FT
 BJ0247'NORTHEAST OF THE NORTHEAST CORNER OF A STEEL CATTLEGUARD, 210 FT
 BJ0247'EAST OF THE CENTER LINE OF THE ROAD, 274 FT NORTH OF A FENCE, 194.9 FT
 BJ0247'EAST OF THE CONCRETE POST MARKER AT STATION 400+00, A 1-INCH IRON
 BJ0247'PIPE WITH A CAP DRIVEN TO A DEPTH OF 100 FT ENCASED IN A 2-INCH IRON
 BJ0247'PIPE BORED TO A DEPTH OF 73 FT WITH A 3-INCH SCREW CAP FOR ACCESS.
 BJ0247'THE SCREW CAP PROJECTS 20-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1607 ***********************************************************************
 CQ1607  DESIGNATION -  7 SES
 CQ1607  PID         -  CQ1607
 CQ1607  STATE/COUNTY-  LA/WEBSTER
 CQ1607  USGS QUAD   -  HEFLIN (1972)
 CQ1607
 CQ1607                         *CURRENT SURVEY CONTROL
 CQ1607  ___________________________________________________________________
 CQ1607* NAD 83(1986)-  32 28 58.     (N)    093 16 59.     (W)     SCALED    
 CQ1607* NAVD 88     -        73.44   (+/-2cm)     240.9    (feet)  VERTCON   
 CQ1607  ___________________________________________________________________
 CQ1607  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1607
 CQ1607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1607
 CQ1607.The horizontal coordinates were scaled from a topographic map and have
 CQ1607.an estimated accuracy of +/- 6 seconds.
 CQ1607
 CQ1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1607.The vertical order pertains to the NGVD 29 superseded value.
 CQ1607
 CQ1607.The geoid height was determined by GEOID03.
 CQ1607
 CQ1607;                    North         East    Units  Estimated Accuracy
 CQ1607;SPC LA N     -   220,110.      926,400.      MT  (+/- 180 meters Scaled)
 CQ1607
 CQ1607                          SUPERSEDED SURVEY CONTROL
 CQ1607
 CQ1607  NGVD 29 (??/??/??)   73.503  (m)          241.15   (f) ADJUSTED    2 0
 CQ1607
 CQ1607.Superseded values are not recommended for survey control.
 CQ1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1607.See file dsdata.txt to determine how the superseded data were derived.
 CQ1607
 CQ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR734939(NAD 83)
 CQ1607_MARKER: DD = SURVEY DISK
 CQ1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1607_STAMPING: S.E.S. NO 7 1934
 CQ1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1607+STABILITY: SURFACE MOTION
 CQ1607
 CQ1607  HISTORY     - Date     Condition        Report By
 CQ1607  HISTORY     - 1934     MONUMENTED       LOCSUR
 CQ1607  HISTORY     - 1934     GOOD             CGS
 CQ1607  HISTORY     - 1971     POOR             USGS
 CQ1607
 CQ1607                          STATION DESCRIPTION
 CQ1607
 CQ1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1607'2.0 MI N FROM HEFLIN.
 CQ1607'ABOUT 2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1607'STATION AT HEFLIN, WEBSTER PARISH, OPPOSITE POLE 87+10, ABOUT 760
 CQ1607'YARDS WEST OF THE TRACK, 93 FEET NORTH OF A FARMHOUSE, 32 FEET SOUTH
 CQ1607'OF THE CENTER LINE OF THE ROAD, AND 9 FEET NORTH OF A 36-INCH OAK
 CQ1607'TREE.  A SOIL EROSION SERVICE STANDARD DISK, STAMPED S.E.S. NO 7 1934
 CQ1607'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONCRETE POST LOOSE IN
 CQ1607'GROUND AND PROJECTING ABOUT 1 FT ABOVE GROUND.
 CQ1607
 CQ1607                          STATION RECOVERY (1971)
 CQ1607
 CQ1607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CQ1607'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3339 ***********************************************************************
 CQ3339  FBN         -  This is a Federal Base Network Control Station.
 CQ3339  DESIGNATION -  7 V 1
 CQ3339  PID         -  CQ3339
 CQ3339  STATE/COUNTY-  LA/BIENVILLE
 CQ3339  USGS QUAD   -  HALL SUMMIT (1980)
 CQ3339
 CQ3339                         *CURRENT SURVEY CONTROL
 CQ3339  ___________________________________________________________________
 CQ3339* NAD 83(1992)-  32 14 34.92635(N)    093 16 48.41897(W)     ADJUSTED  
 CQ3339* NAVD 88     -        81.5    (meters)     267.     (feet)  GPS OBS   
 CQ3339  ___________________________________________________________________
 CQ3339  X           -    -308,962.008 (meters)                     COMP
 CQ3339  Y           -  -5,390,929.337 (meters)                     COMP
 CQ3339  Z           -   3,383,285.597 (meters)                     COMP
 CQ3339  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CQ3339  ELLIP HEIGHT-          55.68  (meters)          (05/01/00) GPS OBS
 CQ3339  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3339
 CQ3339  HORZ ORDER  -  B
 CQ3339  ELLP ORDER  -  THIRD     CLASS I
 CQ3339
 CQ3339.The horizontal coordinates were established by GPS observations
 CQ3339.and adjusted by the National Geodetic Survey in September 1992..
 CQ3339
 CQ3339.The orthometric height was determined by GPS observations and a
 CQ3339.high-resolution geoid model.
 CQ3339
 CQ3339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3339
 CQ3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3339
 CQ3339.The ellipsoidal height was determined by GPS observations
 CQ3339.and is referenced to NAD 83.
 CQ3339
 CQ3339.The geoid height was determined by GEOID03.
 CQ3339
 CQ3339;                    North         East     Units Scale Factor Converg.
 CQ3339;SPC LA N     -   193,524.823   926,485.182   MT  0.99993080   -0 24 44.8
 CQ3339;SPC LA N     -   634,922.69  3,039,643.47   sFT  0.99993080   -0 24 44.8
 CQ3339;UTM  15      - 3,567,409.232   473,611.494   MT  0.99960859   -0 08 58.0
 CQ3339
 CQ3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3339!SPC LA N     -   0.99999126  x   0.99993080  =   0.99992206
 CQ3339!UTM  15      -   0.99999126  x   0.99960859  =   0.99959985
 CQ3339
 CQ3339                          SUPERSEDED SURVEY CONTROL
 CQ3339
 CQ3339  ELLIP H (05/09/94)   55.83   (m)                       GP(       ) 4 2
 CQ3339  NAD 83(1992)-  32 14 34.94162(N)    093 16 48.41025(W) AD(       ) 1
 CQ3339  ELLIP H (09/10/92)   55.83   (m)                       GP(       ) 4 1
 CQ3339
 CQ3339.Superseded values are not recommended for survey control.
 CQ3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3339.See file dsdata.txt to determine how the superseded data were derived.
 CQ3339
 CQ3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7361167409(NAD 83)
 CQ3339_MARKER: DD = SURVEY DISK
 CQ3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3339_SP_SET: CONCRETE POST
 CQ3339_STAMPING: 7V1 1985
 CQ3339_MARK LOGO: CGS+SS
 CQ3339_PROJECTION: FLUSH
 CQ3339_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3339+STABILITY: SURFACE MOTION
 CQ3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3339+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 CQ3339
 CQ3339  HISTORY     - Date     Condition        Report By
 CQ3339  HISTORY     - 1985     MONUMENTED       LADTD
 CQ3339  HISTORY     - 19910925 GOOD             LADTD
 CQ3339  HISTORY     - 19920311 GOOD
 CQ3339  HISTORY     - 19930418 GOOD             LADH
 CQ3339  HISTORY     - 19980223 GOOD             NGS
 CQ3339  HISTORY     - 19980223 GOOD             NGS
 CQ3339  HISTORY     - 20041019 GOOD             LADTD
 CQ3339
 CQ3339                          STATION DESCRIPTION
 CQ3339
 CQ3339'DESCRIBED BY LA TRANSP AND DEV 1985
 CQ3339'9.6 KM (6.0 MI) SOUTH FROM RINGGOLD.
 CQ3339'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ3339'0.4 KM (0.25 MI) EAST FROM THE POST OFFICE IN RINGGOLD ON STATE
 CQ3339'HIGHWAYS 4 AND 154 TO THE INTERSECTION OF STATE HIGHWAYS 4, 154, AND
 CQ3339'7 THENCE 9.6 KM (6.0 MI) SOUTH (RIGHT) ALONG STATE HIGHWAY 7 TO THE
 CQ3339'MARK ON THE LEFT BETWEEN A POWER POLE AND GUY WIRE, 16.0 METERS (52.5
 CQ3339'FEET) EAST OF THE CENTER OF STATE HIGHWAY 7, 15.4 METERS (50.5 FEET)
 CQ3339'SOUTH OF A POWER POLE, AND 8.5 METERS (28.5 FEET) SOUTH OF THE CENTER
 CQ3339'OF BIENVILLE PARISH ROAD 540.
 CQ3339'THE MARK IS 0.91 METERS  NW FROM A WITNESS POST.
 CQ3339
 CQ3339                          STATION RECOVERY (1991)
 CQ3339
 CQ3339'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CQ3339'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH-NORTHEAST OF
 CQ3339'COUSHATTA, 6.0 MI (9.7 KM) SOUTH OF RINGGOLD AND 6.0 MI (9.7 KM) WEST
 CQ3339'OF CASTOR.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3339'DEVELOPMENT.
 CQ3339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4, 7, AND 154
 CQ3339'IN RINGGOLD, GO SOUTH FOR 6.0 MI (9.7 KM) ON HIGHWAY 7 TO THE STATION
 CQ3339'SET ON THE LEFT, BETWEEN A POWER POLE AND GUY WIRE, AT THE JUNCTION
 CQ3339'WITH PARISH ROAD NUMBER 540.
 CQ3339'THE STATION IS 52.5 FT (16.0 M) EAST FROM THE CENTER OF THE HIGHWAY,
 CQ3339'50.5 FT (15.4 M) SOUTH FROM A POWER POLE, 28.5 FT (8.7 M) SOUTH FROM
 CQ3339'THE CENTER OF THE PARISH ROAD, 4.5 FT (1.4 M) SOUTH-SOUTHWEST FROM A
 CQ3339'BRACE POLE WITH GUIDE WIRE, 3.0 FT (0.9 M) NORTHWEST FROM A METAL
 CQ3339'WITNESS POST WITH SIGN ATTACHED, 1.0 FT (0.3 M) WEST FROM A
 CQ3339'FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT 1.0
 CQ3339'FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 CQ3339
 CQ3339                          STATION RECOVERY (1992)
 CQ3339
 CQ3339'RECOVERED 1992
 CQ3339'RECOVERED IN GOOD CONDITION.
 CQ3339
 CQ3339                          STATION RECOVERY (1993)
 CQ3339
 CQ3339'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1993
 CQ3339'RECOVERED IN GOOD CONDITION.
 CQ3339
 CQ3339                          STATION RECOVERY (1998)
 CQ3339
 CQ3339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CQ3339'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTH-NORTHEAST OF
 CQ3339'COUSHATTA, 6 MI (9.7 KM) SOUTH OF RINGGOLD AND 6 MI (9.7 KM) WEST OF
 CQ3339'CASTOR.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3339'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CQ3339'4, 7 AND 154 IN RINGGOLD, GO SOUTH FOR 6.0 MI (9.7 KM) ON STATE
 CQ3339'HIGHWAY 7, U.S. HIGHWAY 371 TO THE STATION ON LEFT, AT THE JUNCTION OF
 CQ3339'PARISH ROAD 540 (LAYFIELD RD), BETWEEN A POWER POLE AND GUY WIRE.
 CQ3339'LOCATED 52.5 FT (16.0 M) EAST FROM THE CENTER OF HIGHWAY, 50.5 FT
 CQ3339'(15.4 M) SOUTH FROM A POWER POLE, 28.5 FT (8.7 M) SOUTH FROM THE
 CQ3339'CENTER OF THE PARISH ROAD, 4.6 FT (1.4 M) SOUTH-SOUTHEAST FROM A
 CQ3339'WOODEN UTILITY POLE, 4.5 FT (1.4 M) SOUTH-SOUTHWEST FROM A BRACE POLE
 CQ3339'WITH GUY WIRE, 3.3 FT (1.0 M) NORTH-NORTHWEST FROM A METAL WITNESS
 CQ3339'POST, 1.0 FT (0.3 M) WEST FROM A FIBERGLASS WITNESS POST, RECESSED 13
 CQ3339'CM BELOW GROUND AND ABOUT 1 FT (0.3 M) LOWER THAN THE HIGHWAY.
 CQ3339
 CQ3339                          STATION RECOVERY (1998)
 CQ3339
 CQ3339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CQ3339'RECOVERED AS DESCRIBED.
 CQ3339
 CQ3339                          STATION RECOVERY (2004)
 CQ3339
 CQ3339'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 CQ3339'OMIT DESCRIPTION TO THE WOODEN UTILITY POLE, ADD TO DESCRIPTION, 14 FT
 CQ3339'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A PORTABLE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8360 ***********************************************************************
 AF8360  DESIGNATION -  7 V 20
 AF8360  PID         -  AF8360
 AF8360  STATE/COUNTY-  LA/BIENVILLE
 AF8360  USGS QUAD   -  GIBSLAND (1986)
 AF8360
 AF8360                         *CURRENT SURVEY CONTROL
 AF8360  ___________________________________________________________________
 AF8360* NAD 83(1986)-  32 35 01.     (N)    093 03 23.     (W)     SCALED    
 AF8360* NAVD 88     -        92.153  (meters)     302.34   (feet)  ADJUSTED  
 AF8360  ___________________________________________________________________
 AF8360  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AF8360  DYNAMIC HT  -          92.050 (meters)     302.00  (feet)  COMP
 AF8360  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 AF8360
 AF8360  VERT ORDER  -  SECOND    CLASS I
 AF8360
 AF8360.The horizontal coordinates were scaled from a topographic map and have
 AF8360.an estimated accuracy of +/- 6 seconds.
 AF8360
 AF8360.The orthometric height was determined by differential leveling
 AF8360.and adjusted by the National Geodetic Survey in September 1998..
 AF8360
 AF8360.The geoid height was determined by GEOID03.
 AF8360
 AF8360.The dynamic height is computed by dividing the NAVD 88
 AF8360.geopotential number by the normal gravity value computed on the
 AF8360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8360.degrees latitude (g = 980.6199 gals.).
 AF8360
 AF8360.The modeled gravity was interpolated from observed gravity values.
 AF8360
 AF8360;                    North         East    Units  Estimated Accuracy
 AF8360;SPC LA N     -   231,160.      947,760.      MT  (+/- 180 meters Scaled)
 AF8360
 AF8360                          SUPERSEDED SURVEY CONTROL
 AF8360
 AF8360.No superseded survey control is available for this station.
 AF8360
 AF8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS947051(NAD 83)
 AF8360_MARKER: DD = SURVEY DISK
 AF8360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8360_STAMPING: 7V20 1995
 AF8360_MARK LOGO: LADTD 
 AF8360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8360+STABILITY: SURFACE MOTION
 AF8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8360+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8360
 AF8360  HISTORY     - Date     Condition        Report By
 AF8360  HISTORY     - 1995     MONUMENTED       LADTD
 AF8360
 AF8360                          STATION DESCRIPTION
 AF8360
 AF8360'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AF8360'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF GIBSLAND, 6.0 MI
 AF8360'(9.7 KM) SOUTH-SOUTHWEST OF ATHENS AND 12.5 MI (20.1 KM) EAST OF
 AF8360'MINDEN.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8360'DEVELOPMENT. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S.
 AF8360'HIGHWAY 80 AND STATE HIGHWAY 154 IN GIBSLAND GO NORTH FOR 2.65 MI
 AF8360'(4.26 KM) ON HIGHWAY 154 TO THE STATION ON THE LEFT SET NEAR A POWER
 AF8360'POLE, 0.1 MI (0.2 KM) SOUTH OF THE BIENVILLE-CLAIBORNE PARISH LINE.
 AF8360'THE STATION IS 53.0 FT (16.2 M) EAST FROM THE CENTER OF THE HIGHWAY,
 AF8360'33.0 FT (10.1 M) NORTH FROM THE CENTER OF A WOODS ROAD LEADING EAST,
 AF8360'8.0 FT (2.4 M) NORTH FROM A POWER POLE NUMBER 82845, 1.5 FT (0.5 M)
 AF8360'WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH THE
 AF8360'GROUND SURFACE AND ABOUT LEVEL WITH THE HIGWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0351 ***********************************************************************
 BJ0351  DESIGNATION -  7 WABPL
 BJ0351  PID         -  BJ0351
 BJ0351  STATE/COUNTY-  LA/ST LANDRY
 BJ0351  USGS QUAD   -  PORTAGE (1970)
 BJ0351
 BJ0351                         *CURRENT SURVEY CONTROL
 BJ0351  ___________________________________________________________________
 BJ0351* NAD 83(1986)-  30 27 26.     (N)    091 51 47.     (W)     SCALED    
 BJ0351* NAVD 88     -         5.360  (meters)      17.59   (feet)  ADJUSTED  
 BJ0351  ___________________________________________________________________
 BJ0351  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ0351  DYNAMIC HT  -           5.353 (meters)      17.56  (feet)  COMP
 BJ0351  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 BJ0351
 BJ0351  VERT ORDER  -  FIRST     CLASS I
 BJ0351
 BJ0351.The horizontal coordinates were scaled from a topographic map and have
 BJ0351.an estimated accuracy of +/- 6 seconds.
 BJ0351
 BJ0351.The orthometric height was determined by differential leveling
 BJ0351.and adjusted by the National Geodetic Survey in February 1994..
 BJ0351
 BJ0351.The geoid height was determined by GEOID03.
 BJ0351
 BJ0351.The dynamic height is computed by dividing the NAVD 88
 BJ0351.geopotential number by the normal gravity value computed on the
 BJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0351.degrees latitude (g = 980.6199 gals.).
 BJ0351
 BJ0351.The modeled gravity was interpolated from observed gravity values.
 BJ0351
 BJ0351;                    North         East    Units  Estimated Accuracy
 BJ0351;SPC LA S     -   217,070.      949,130.      MT  (+/- 180 meters Scaled)
 BJ0351
 BJ0351                          SUPERSEDED SURVEY CONTROL
 BJ0351
 BJ0351  NAVD 88 (06/15/91)    5.376  (m)           17.64   (f) UNKNOWN     1 1
 BJ0351  NGVD 29 (??/??/??)    5.357  (m)           17.58   (f) ADJUSTED    1 1
 BJ0351
 BJ0351.Superseded values are not recommended for survey control.
 BJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0351.See file dsdata.txt to determine how the superseded data were derived.
 BJ0351
 BJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP091700(NAD 83)
 BJ0351_MARKER: Z = SEE DESCRIPTION
 BJ0351_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0351_SP_SET: 85 FT. 1-INCH IRON PIPE
 BJ0351_STAMPING: PBM 7 WABPL 1976 USE
 BJ0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0351
 BJ0351  HISTORY     - Date     Condition        Report By
 BJ0351  HISTORY     - 1976     MONUMENTED       USE
 BJ0351  HISTORY     - 1976     GOOD             NGS
 BJ0351
 BJ0351                          STATION DESCRIPTION
 BJ0351
 BJ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0351'13.6 MI SW FROM KROTZ SPRINGS.
 BJ0351'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0351'OFFICE AT KROTZ SPRING, THENCE 6.8 MILES SOUTH ALONG THE TOP OF THE
 BJ0351'WEST ATCHAFALAYA BASIN PROTECTION LEVEE, 148 FT. WEST OF THE CENTER
 BJ0351'LINE OF THE LEVEE ROAD, 85 FT. EAST OF THE EAST BANK OF THE
 BJ0351'COURTABLEAU BAYOU CHANNEL, A 1-INCH IRON PIPE AND CAP DRIVEN TO A
 BJ0351'DEPTH OF 85 FT. AND ENCASED IN A 2-INCH IRON PIPE BORED TO A DEPTH OF
 BJ0351'83 FT. WITH A 3-INCH SCREW CAP FOR ACCESS, THE CAP IS PROJECTING 2 FT.
 BJ0351'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1127 ***********************************************************************
 CP1127  DESIGNATION -  700 A BOLT
 CP1127  PID         -  CP1127
 CP1127  STATE/COUNTY-  LA/EAST CARROLL
 CP1127  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1127
 CP1127                         *CURRENT SURVEY CONTROL
 CP1127  ___________________________________________________________________
 CP1127* NAD 83(1986)-  32 51 08.     (N)    091 09 46.     (W)     SCALED    
 CP1127* NAVD 88     -        29.70   (+/-2cm)      97.4    (feet)  VERTCON   
 CP1127  ___________________________________________________________________
 CP1127  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1127
 CP1127  VERT ORDER  -  ? (See Below)
 CP1127
 CP1127.The horizontal coordinates were scaled from a topographic map and have
 CP1127.an estimated accuracy of +/- 6 seconds.
 CP1127
 CP1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1127.The vertical order pertains to the NGVD 29 superseded value.
 CP1127
 CP1127.The geoid height was determined by GEOID03.
 CP1127
 CP1127;                    North         East    Units  Estimated Accuracy
 CP1127;SPC LA N     -   261,590.    1,125,180.      MT  (+/- 180 meters Scaled)
 CP1127
 CP1127                          SUPERSEDED SURVEY CONTROL
 CP1127
 CP1127  NGVD 29 (??/??/92)   29.757  (m)           97.63   (f) ADJ UNCH    ?  
 CP1127
 CP1127.Superseded values are not recommended for survey control.
 CP1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1127.See file dsdata.txt to determine how the superseded data were derived.
 CP1127
 CP1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS719364(NAD 83)
 CP1127_MARKER: B = BOLT
 CP1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1127_SP_SET: STONE
 CP1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1127+STABILITY: SURFACE MOTION
 CP1127
 CP1127  HISTORY     - Date     Condition        Report By
 CP1127  HISTORY     - UNK      MONUMENTED       DOD
 CP1127  HISTORY     - 1934     GOOD             DOD
 CP1127
 CP1127                          STATION DESCRIPTION
 CP1127
 CP1127'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1127'3.5 MI N FROM LAKE PROVIDENCE.
 CP1127'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1127'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 3 1/2 MILES NORTH
 CP1127'OF LAKE PROVIDENCE, LA.  WEST OF LEVEE STATION NO. 700.  75 FEET EAST
 CP1127'OF SLOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1126 ***********************************************************************
 CP1126  DESIGNATION -  700 A CAP
 CP1126  PID         -  CP1126
 CP1126  STATE/COUNTY-  LA/EAST CARROLL
 CP1126  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1126
 CP1126                         *CURRENT SURVEY CONTROL
 CP1126  ___________________________________________________________________
 CP1126* NAD 83(1986)-  32 51 08.     (N)    091 09 46.     (W)     SCALED    
 CP1126* NAVD 88     -        30.92   (+/-2cm)     101.4    (feet)  VERTCON   
 CP1126  ___________________________________________________________________
 CP1126  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1126
 CP1126  VERT ORDER  -  ? (See Below)
 CP1126
 CP1126.The horizontal coordinates were scaled from a topographic map and have
 CP1126.an estimated accuracy of +/- 6 seconds.
 CP1126
 CP1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1126.The vertical order pertains to the NGVD 29 superseded value.
 CP1126
 CP1126.The geoid height was determined by GEOID03.
 CP1126
 CP1126;                    North         East    Units  Estimated Accuracy
 CP1126;SPC LA N     -   261,590.    1,125,180.      MT  (+/- 180 meters Scaled)
 CP1126
 CP1126                          SUPERSEDED SURVEY CONTROL
 CP1126
 CP1126  NGVD 29 (??/??/92)   30.975  (m)          101.62   (f) ADJ UNCH    ?  
 CP1126
 CP1126.Superseded values are not recommended for survey control.
 CP1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1126.See file dsdata.txt to determine how the superseded data were derived.
 CP1126
 CP1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS719364(NAD 83)
 CP1126_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1126
 CP1126  HISTORY     - Date     Condition        Report By
 CP1126  HISTORY     - UNK      MONUMENTED       DOD
 CP1126  HISTORY     - 1934     GOOD             DOD
 CP1126
 CP1126                          STATION DESCRIPTION
 CP1126
 CP1126'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1126'3.5 MI N FROM LAKE PROVIDENCE.
 CP1126'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1126'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 3 1/2 MILES NORTH
 CP1126'OF LAKE PROVIDENCE, LA.  WEST OF LEVEE STATION NO. 700.  75 FEET EAST
 CP1126'OF SLOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2701 ***********************************************************************
 BJ2701  DESIGNATION -  700+1896 USE
 BJ2701  PID         -  BJ2701
 BJ2701  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2701  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2701
 BJ2701                         *CURRENT SURVEY CONTROL
 BJ2701  ___________________________________________________________________
 BJ2701* NAD 83(1986)-  30 51 53.     (N)    091 47 36.     (W)     SCALED    
 BJ2701* NAVD 88     -        18.11   (+/-2cm)      59.4    (feet)  VERTCON   
 BJ2701  ___________________________________________________________________
 BJ2701  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ2701
 BJ2701  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2701
 BJ2701.The horizontal coordinates were scaled from a topographic map and have
 BJ2701.an estimated accuracy of +/- 6 seconds.
 BJ2701
 BJ2701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2701.The vertical order pertains to the NGVD 29 superseded value.
 BJ2701
 BJ2701.The geoid height was determined by GEOID03.
 BJ2701
 BJ2701;                    North         East    Units  Estimated Accuracy
 BJ2701;SPC LA S     -   262,210.      956,010.      MT  (+/- 180 meters Scaled)
 BJ2701
 BJ2701                          SUPERSEDED SURVEY CONTROL
 BJ2701
 BJ2701  NGVD 29 (??/??/??)   18.102  (m)           59.39   (f) ADJUSTED    1 2
 BJ2701
 BJ2701.Superseded values are not recommended for survey control.
 BJ2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2701.See file dsdata.txt to determine how the superseded data were derived.
 BJ2701
 BJ2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ153152(NAD 83)
 BJ2701_MARKER: DD = SURVEY DISK
 BJ2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2701_STAMPING: 700+1896 72
 BJ2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2701+STABILITY: SURFACE MOTION
 BJ2701
 BJ2701  HISTORY     - Date     Condition        Report By
 BJ2701  HISTORY     - UNK      MONUMENTED       DOD
 BJ2701  HISTORY     - 1966     GOOD             CGS
 BJ2701
 BJ2701                          STATION DESCRIPTION
 BJ2701
 BJ2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2701'8.9 MI S FROM SIMMESPORT.
 BJ2701'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2701'SIMMESPORT, THENCE 7.65 MILES SOUTH ALONG STATE ROAD 417, THENCE 0.45
 BJ2701'MILE SOUTH ALONG A GRAVELED ROAD AND A LEVEE, IN SECTION 25, T 2 S, R
 BJ2701'7 E, ABOUT 135 YARDS SOUTHWEST OF THE CENTER OF A DRIVEWAY AT THE
 BJ2701'STEVE BARBRE RESIDENCE, 134 FEET WEST OF BENCH MARK Q 231 1965, 90
 BJ2701'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTHEAST OF
 BJ2701'THE CENTER LINE OF THE LEVEE, ABOUT 30 FEET ABOVE THE LEVEL OF THE
 BJ2701'ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE LEVEE, AND SET IN THE TOP OF
 BJ2701'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1301 ***********************************************************************
 BK1301  DESIGNATION -  706 KCSRR
 BK1301  PID         -  BK1301
 BK1301  STATE/COUNTY-  LA/BEAUREGARD
 BK1301  USGS QUAD   -  SINGER (1986)
 BK1301
 BK1301                         *CURRENT SURVEY CONTROL
 BK1301  ___________________________________________________________________
 BK1301* NAD 83(1986)-  30 38 25.     (N)    093 25 01.     (W)     SCALED    
 BK1301* NAVD 88     -        44.34   (+/-2cm)     145.5    (feet)  VERTCON   
 BK1301  ___________________________________________________________________
 BK1301  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK1301
 BK1301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1301
 BK1301.The horizontal coordinates were scaled from a topographic map and have
 BK1301.an estimated accuracy of +/- 6 seconds.
 BK1301
 BK1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1301.The vertical order pertains to the NGVD 29 superseded value.
 BK1301
 BK1301.The geoid height was determined by GEOID03.
 BK1301
 BK1301;                    North         East    Units  Estimated Accuracy
 BK1301;SPC LA S     -   239,060.      800,280.      MT  (+/- 180 meters Scaled)
 BK1301
 BK1301                          SUPERSEDED SURVEY CONTROL
 BK1301
 BK1301  NGVD 29 (??/??/??)   44.362  (m)          145.54   (f) ADJUSTED    2 0
 BK1301
 BK1301.Superseded values are not recommended for survey control.
 BK1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1301.See file dsdata.txt to determine how the superseded data were derived.
 BK1301
 BK1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP600898(NAD 83)
 BK1301_MARKER: Z = SEE DESCRIPTION
 BK1301_SETTING: 0 = UNSPECIFIED SETTING
 BK1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1301
 BK1301  HISTORY     - Date     Condition        Report By
 BK1301  HISTORY     - UNK      MONUMENTED       KCSRR
 BK1301  HISTORY     - 1935     GOOD             CGS
 BK1301
 BK1301                          STATION DESCRIPTION
 BK1301
 BK1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1301'1.2 MI S FROM SINGER.
 BK1301'1.2 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM SINGER,
 BK1301'BEAUREGARD PARISH, AT STATION 37275+95, AND 40 FEET WEST OF A POINT 25
 BK1301'FEET NORTH OF MILEPOST 706.  THE TOP OF THE BALL OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1092 ***********************************************************************
 BX1092  DESIGNATION -  71 BOLT
 BX1092  PID         -  BX1092
 BX1092  STATE/COUNTY-  LA/RAPIDES
 BX1092  USGS QUAD   -  BOYCE (1992)
 BX1092
 BX1092                         *CURRENT SURVEY CONTROL
 BX1092  ___________________________________________________________________
 BX1092* NAD 83(1986)-  31 23 32.     (N)    092 40 10.     (W)     SCALED    
 BX1092* NAVD 88     -        26.19   (+/-2cm)      85.9    (feet)  VERTCON   
 BX1092  ___________________________________________________________________
 BX1092  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX1092
 BX1092  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1092
 BX1092.The horizontal coordinates were scaled from a topographic map and have
 BX1092.an estimated accuracy of +/- 6 seconds.
 BX1092
 BX1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1092.The vertical order pertains to the NGVD 29 superseded value.
 BX1092
 BX1092.The geoid height was determined by GEOID03.
 BX1092
 BX1092;                    North         East    Units  Estimated Accuracy
 BX1092;SPC LA N     -    98,940.      983,890.      MT  (+/- 180 meters Scaled)
 BX1092
 BX1092                          SUPERSEDED SURVEY CONTROL
 BX1092
 BX1092  NGVD 29 (??/??/??)   26.192  (m)           85.93   (f) ADJUSTED    1 1
 BX1092
 BX1092.Superseded values are not recommended for survey control.
 BX1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1092.See file dsdata.txt to determine how the superseded data were derived.
 BX1092
 BX1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ314731(NAD 83)
 BX1092_MARKER: B = BOLT
 BX1092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1092_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1092
 BX1092  HISTORY     - Date     Condition        Report By
 BX1092  HISTORY     - UNK      MONUMENTED       DOD
 BX1092  HISTORY     - 1969     GOOD             CGS
 BX1092
 BX1092                          STATION DESCRIPTION
 BX1092
 BX1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1092'0.2 MI NE FROM BOYCE.
 BX1092'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1092'BOYCE, 170 YARDS SOUTH OF THE SOUTHWEST END OF THE HIGHWAY BRIDGE OVER
 BX1092'THE RED RIVER, AT A SMALL CURVE IN THE HIGHWAY, 172 FEET SOUTHEAST OF
 BX1092'THE CENTER LINE OF THE HIGHWAY, 134 FEET SOUTHWEST OF THE CENTER LINE
 BX1092'OF A LEVEE, 72 1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF A HOUSE THAT
 BX1092'IS OWNED BY MRS. FLORENCE T. MARTIN, 17 FEET NORTHWEST OF THE CENTER
 BX1092'LINE OF AN ALLEY, 3 1/2 FEET NORTHWEST OF THE SOUTH CORNER OF AN OLD
 BX1092'BARN, ABOUT LEVEL WITH THE HIGHWAY AND THE ALLEY, A COPPER BOLT IN THE
 BX1092'TOP OF A STONE SLAB ABOUT 3 1/2 FEET UNDERGROUND, ACCESS TO WHICH IS
 BX1092'HAD THROUGH AN IRON PIPE THAT BEARS A U.S. ENGINEERS CAP AND PROJECTS
 BX1092'4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1093 ***********************************************************************
 BX1093  DESIGNATION -  71 CAP
 BX1093  PID         -  BX1093
 BX1093  STATE/COUNTY-  LA/RAPIDES
 BX1093  USGS QUAD   -  BOYCE (1992)
 BX1093
 BX1093                         *CURRENT SURVEY CONTROL
 BX1093  ___________________________________________________________________
 BX1093* NAD 83(1986)-  31 23 32.     (N)    092 40 10.     (W)     SCALED    
 BX1093* NAVD 88     -        27.294  (meters)      89.55   (feet)  ADJUSTED  
 BX1093  ___________________________________________________________________
 BX1093  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX1093  DYNAMIC HT  -          27.261 (meters)      89.44  (feet)  COMP
 BX1093  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 BX1093
 BX1093  VERT ORDER  -  FIRST     CLASS I
 BX1093
 BX1093.The horizontal coordinates were scaled from a topographic map and have
 BX1093.an estimated accuracy of +/- 6 seconds.
 BX1093
 BX1093.The orthometric height was determined by differential leveling
 BX1093.and adjusted by the National Geodetic Survey in February 1994..
 BX1093
 BX1093.The geoid height was determined by GEOID03.
 BX1093
 BX1093.The dynamic height is computed by dividing the NAVD 88
 BX1093.geopotential number by the normal gravity value computed on the
 BX1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1093.degrees latitude (g = 980.6199 gals.).
 BX1093
 BX1093.The modeled gravity was interpolated from observed gravity values.
 BX1093
 BX1093;                    North         East    Units  Estimated Accuracy
 BX1093;SPC LA N     -    98,940.      983,890.      MT  (+/- 180 meters Scaled)
 BX1093
 BX1093                          SUPERSEDED SURVEY CONTROL
 BX1093
 BX1093  NAVD 88 (06/15/91)   27.293  (m)           89.54   (f) UNKNOWN     1 1
 BX1093  NGVD 29 (??/??/??)   27.292  (m)           89.54   (f) ADJUSTED    1 1
 BX1093
 BX1093.Superseded values are not recommended for survey control.
 BX1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1093.See file dsdata.txt to determine how the superseded data were derived.
 BX1093
 BX1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ314731(NAD 83)
 BX1093_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1093
 BX1093  HISTORY     - Date     Condition        Report By
 BX1093  HISTORY     - UNK      MONUMENTED       DOD
 BX1093  HISTORY     - 1969     GOOD             CGS
 BX1093  HISTORY     - 1977     GOOD             NGS
 BX1093
 BX1093                          STATION DESCRIPTION
 BX1093
 BX1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1093'0.2 MI NE FROM BOYCE.
 BX1093'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1093'BOYCE, 170 YARDS SOUTH OF THE SOUTHWEST END OF THE HIGHWAY BRIDGE OVER
 BX1093'THE RED RIVER, AT A SMALL CURVE IN THE HIGHWAY, 172 FEET SOUTHEAST OF
 BX1093'THE CENTER LINE OF THE HIGHWAY, 134 FEET SOUTHWEST OF THE CENTER LINE
 BX1093'OF A LEVEE, 72 1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF A HOUSE THAT
 BX1093'IS OWNED BY MRS. FLORENCE T. MARTIN, 17 FEET NORTHWEST OF THE CENTER
 BX1093'LINE OF AN ALLEY, 3 1/2 FEET NORTHWEST OF THE SOUTH CORNER OF AN OLD
 BX1093'BARN, ABOUT LEVEL WITH THE HIGHWAY AND THE ALLEY, A U. S. ENGINEERS
 BX1093'CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS 4 INCHES ABOVE THE
 BX1093'SURFACE OF THE GROUND.
 BX1093
 BX1093                          STATION RECOVERY (1977)
 BX1093
 BX1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1156 ***********************************************************************
 BW1156  DESIGNATION -  71 DIETZE CAP
 BW1156  PID         -  BW1156
 BW1156  STATE/COUNTY-  LA/CONCORDIA
 BW1156  USGS QUAD   -  DEER PARK (1983)
 BW1156
 BW1156                         *CURRENT SURVEY CONTROL
 BW1156  ___________________________________________________________________
 BW1156* NAD 83(1986)-  31 28 41.     (N)    091 31 26.     (W)     SCALED    
 BW1156* NAVD 88     -        18.78   (+/-2cm)      61.6    (feet)  VERTCON   
 BW1156  ___________________________________________________________________
 BW1156  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BW1156
 BW1156  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1156
 BW1156.The horizontal coordinates were scaled from a topographic map and have
 BW1156.an estimated accuracy of +/- 6 seconds.
 BW1156
 BW1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1156.The vertical order pertains to the NGVD 29 superseded value.
 BW1156
 BW1156.The geoid height was determined by GEOID03.
 BW1156
 BW1156;                    North         East    Units  Estimated Accuracy
 BW1156;SPC LA N     -   108,860.    1,092,750.      MT  (+/- 180 meters Scaled)
 BW1156
 BW1156                          SUPERSEDED SURVEY CONTROL
 BW1156
 BW1156  NGVD 29 (??/??/92)   18.777  (m)           61.60   (f) ADJ UNCH    1 2
 BW1156
 BW1156.Superseded values are not recommended for survey control.
 BW1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1156.See file dsdata.txt to determine how the superseded data were derived.
 BW1156
 BW1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ402835(NAD 83)
 BW1156_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1156
 BW1156  HISTORY     - Date     Condition        Report By
 BW1156  HISTORY     - UNK      MONUMENTED       DOD
 BW1156  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1156
 BW1156                          STATION DESCRIPTION
 BW1156
 BW1156'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BW1156'10.9 MI S FROM VIDALIA.
 BW1156'TO REACH FROM THE TEXAS AND PACIFIC RR STATION AT VIDALIA PROCEED
 BW1156'DOWNSTREAM (SOUTH) ON GRAVELED ROAD ALONG WEST BANK OF MISSISSIPPI
 BW1156'RIVER, GO 9.4 MILES.  CONTINUE SOUTHWARD ON GRAVELED ROAD ALONG TOP OF
 BW1156'MAIN LEVEE, GO 0.9 MILE.  TURN LEFT (EAST) ONTO OLD ROAD DOWN SIDE OF
 BW1156'MAIN LEVEE AND CONTINUE EASTWARD ACROSS MUD FLAT AND ONTO GRADED DIRT
 BW1156'ROAD RUNNING TOWARD RIVER, GO 0.6 MILE TO T-INTERSECTION WITH
 BW1156'NORTH-SOUTH ROAD ALONG OLD LEVEE.  BENCH MARK IS ABOUT 375 YARDS NORTH
 BW1156'NORTHWEST OF T-INTERSECTION MENTIONED ABOVE.  175 YARDS WEST NORTHWEST
 BW1156'FROM BOWIE POINT LIGHT NO. 715.0.  ON OLD MORO PLANTATION. 125 YARDS
 BW1156'UPSTREAM (NORTH) FROM WOODED DITCH ALONG FENCE LINE.  60 YARDS WEST OF
 BW1156'CENTER LINE OF OLD NORTH-SOUTH ROAD ALONG OLD LEVEE. 49 YARDS
 BW1156'NORTHWEST OF 3 FOOT BLAZED OAK TREE.  A STANDARD USED CAP ON 6 INCH
 BW1156'IRON PIPE PROJECTING 18 INCHES.
 BW1156
 BW1156                          STATION RECOVERY (1966)
 BW1156
 BW1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1305 ***********************************************************************
 BK1305  DESIGNATION -  711 KCSRR
 BK1305  PID         -  BK1305
 BK1305  STATE/COUNTY-  LA/BEAUREGARD
 BK1305  USGS QUAD   -  ORETTA (1986)
 BK1305
 BK1305                         *CURRENT SURVEY CONTROL
 BK1305  ___________________________________________________________________
 BK1305* NAD 83(1986)-  30 34 10.     (N)    093 26 09.     (W)     SCALED    
 BK1305* NAVD 88     -        36.27   (+/-2cm)     119.0    (feet)  VERTCON   
 BK1305  ___________________________________________________________________
 BK1305  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK1305
 BK1305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1305
 BK1305.The horizontal coordinates were scaled from a topographic map and have
 BK1305.an estimated accuracy of +/- 6 seconds.
 BK1305
 BK1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1305.The vertical order pertains to the NGVD 29 superseded value.
 BK1305
 BK1305.The geoid height was determined by GEOID03.
 BK1305
 BK1305;                    North         East    Units  Estimated Accuracy
 BK1305;SPC LA S     -   231,240.      798,320.      MT  (+/- 180 meters Scaled)
 BK1305
 BK1305                          SUPERSEDED SURVEY CONTROL
 BK1305
 BK1305  NGVD 29 (??/??/??)   36.254  (m)          118.94   (f) ADJUSTED    2 0
 BK1305
 BK1305.Superseded values are not recommended for survey control.
 BK1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1305.See file dsdata.txt to determine how the superseded data were derived.
 BK1305
 BK1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP582819(NAD 83)
 BK1305_MARKER: Z = SEE DESCRIPTION
 BK1305_SETTING: 0 = UNSPECIFIED SETTING
 BK1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1305
 BK1305  HISTORY     - Date     Condition        Report By
 BK1305  HISTORY     - UNK      MONUMENTED       KCSRR
 BK1305  HISTORY     - 1935     GOOD             CGS
 BK1305  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1305
 BK1305                          STATION DESCRIPTION
 BK1305
 BK1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1305'6.3 MI S FROM SINGER.
 BK1305'6.3 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM SINGER,
 BK1305'BEAUREGARD PARISH, AT STATION 37540+90, AND 40 FEET WEST OF A POINT 12
 BK1305'FEET NORTH OF MILEPOST 711.  THE TOP OF THE BALL OF A VERTICAL RAIL.
 BK1305
 BK1305                          STATION RECOVERY (2004)
 BK1305
 BK1305'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1165 ***********************************************************************
 BW1165  DESIGNATION -  72 DIETZE BOLT
 BW1165  PID         -  BW1165
 BW1165  STATE/COUNTY-  LA/CONCORDIA
 BW1165  USGS QUAD   -  DEER PARK (1983)
 BW1165
 BW1165                         *CURRENT SURVEY CONTROL
 BW1165  ___________________________________________________________________
 BW1165* NAD 83(1986)-  31 27 22.     (N)    091 31 24.     (W)     SCALED    
 BW1165* NAVD 88     -        16.12   (+/-2cm)      52.9    (feet)  VERTCON   
 BW1165  ___________________________________________________________________
 BW1165  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BW1165
 BW1165  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1165
 BW1165.The horizontal coordinates were scaled from a topographic map and have
 BW1165.an estimated accuracy of +/- 6 seconds.
 BW1165
 BW1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1165.The vertical order pertains to the NGVD 29 superseded value.
 BW1165
 BW1165.The geoid height was determined by GEOID03.
 BW1165
 BW1165;                    North         East    Units  Estimated Accuracy
 BW1165;SPC LA N     -   106,430.    1,092,820.      MT  (+/- 180 meters Scaled)
 BW1165
 BW1165                          SUPERSEDED SURVEY CONTROL
 BW1165
 BW1165  NGVD 29 (??/??/92)   16.109  (m)           52.85   (f) ADJ UNCH    1 2
 BW1165
 BW1165.Superseded values are not recommended for survey control.
 BW1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1165.See file dsdata.txt to determine how the superseded data were derived.
 BW1165
 BW1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ403810(NAD 83)
 BW1165_MARKER: B = BOLT
 BW1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1165_SP_SET: CONCRETE BLOCK
 BW1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1165
 BW1165  HISTORY     - Date     Condition        Report By
 BW1165  HISTORY     - UNK      MONUMENTED       DOD
 BW1165  HISTORY     - 1934     GOOD             DOD
 BW1165  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1165
 BW1165                          STATION DESCRIPTION
 BW1165
 BW1165'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1165'5.5 MI NE FROM DEERPARK.
 BW1165'ABOUT 5 1/2 MILE NORTHEAST ALONG STATE HIGHWAY 49 FROM DEERPARK.
 BW1165'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 BW1165'THE MISSISSIPPI RIVER IN CONCORDIA PARISH, LA., IN A CULTIVATED FIELD
 BW1165'ON MORVILLE PLANTATION.  125 METERS LANDSIDE OF LEVEE.  63 METERS BACK
 BW1165'OF SECOND CABIN DOWNSTREAM FROM CHURCH WHICH IS ABOUT 1/4 MILE
 BW1165'DOWNSTREAM FROM MORVILLE STORE.  98 METERS LANDSIDE FROM CENTER LINE
 BW1165'OF STATE HIGHWAY 18, WHICH RUNS PARALLEL WITH LEVEE.
 BW1165
 BW1165                          STATION RECOVERY (1966)
 BW1165
 BW1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1036 ***********************************************************************
 BW1036  DESIGNATION -  723
 BW1036  PID         -  BW1036
 BW1036  STATE/COUNTY-  LA/CONCORDIA
 BW1036  USGS QUAD   -  SIBLEY (1988)
 BW1036
 BW1036                         *CURRENT SURVEY CONTROL
 BW1036  ___________________________________________________________________
 BW1036* NAD 83(1986)-  31 23 59.     (N)    091 28 44.     (W)     SCALED    
 BW1036* NAVD 88     -        20.33   (+/-2cm)      66.7    (feet)  VERTCON   
 BW1036  ___________________________________________________________________
 BW1036  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BW1036
 BW1036  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1036
 BW1036.The horizontal coordinates were scaled from a topographic map and have
 BW1036.an estimated accuracy of +/- 6 seconds.
 BW1036
 BW1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1036.The vertical order pertains to the NGVD 29 superseded value.
 BW1036
 BW1036.The geoid height was determined by GEOID03.
 BW1036
 BW1036;                    North         East    Units  Estimated Accuracy
 BW1036;SPC LA N     -   100,220.    1,097,110.      MT  (+/- 180 meters Scaled)
 BW1036
 BW1036                          SUPERSEDED SURVEY CONTROL
 BW1036
 BW1036  NGVD 29 (??/??/92)   20.324  (m)           66.68   (f) ADJ UNCH    1 2
 BW1036
 BW1036.Superseded values are not recommended for survey control.
 BW1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1036.See file dsdata.txt to determine how the superseded data were derived.
 BW1036
 BW1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ446749(NAD 83)
 BW1036_MARKER: P = PIPE CAP
 BW1036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1036_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1036_STAMPING: 723
 BW1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1036
 BW1036  HISTORY     - Date     Condition        Report By
 BW1036  HISTORY     - UNK      MONUMENTED       DOD
 BW1036  HISTORY     - 1938     GOOD             NGS
 BW1036  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1036  HISTORY     - 19860515 MARK NOT FOUND   USPSQD
 BW1036
 BW1036                          STATION DESCRIPTION
 BW1036
 BW1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1036'13 MI S FROM VIDALIA.
 BW1036'13 MILES SOUTH OF VIDALIA, CONCORDIA PARISH, ON ESPERANCE POINT ON THE
 BW1036'WEST BANK OF MISSISSIPPI RIVER, WEST ACROSS THE RIVER FROM HUTCHINS
 BW1036'LANDING, 1500 FEET SOUTH OF THE SOUTH TIMBER LINE OF A SAND BAR, 650
 BW1036'FEET WEST OF THE WEST BANK OF THE RIVER, ON RANGE 722.6, ON A SMALL
 BW1036'RISE, AND 157 FEET EAST-NORTHEAST OF BENCH MARK J 108.  A CORPS OF
 BW1036'ENGINEERS, U. S. ARMY STANDARD CAP, STAMPED 723 AND BOLTED ON THE TOP
 BW1036'OF A 2-INCH GALVANIZED IRON PIPE.
 BW1036
 BW1036                          STATION RECOVERY (1966)
 BW1036
 BW1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1036'MARK NOT FOUND.
 BW1036
 BW1036                          STATION RECOVERY (1986)
 BW1036
 BW1036'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLK)
 BW1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0072 ***********************************************************************
 AU0072  DESIGNATION -  73 EABPL
 AU0072  PID         -  AU0072
 AU0072  STATE/COUNTY-  LA/ST MARTIN
 AU0072  USGS QUAD   -  CENTERVILLE NE (1980)
 AU0072
 AU0072                         *CURRENT SURVEY CONTROL
 AU0072  ___________________________________________________________________
 AU0072* NAD 83(1986)-  29 56 43.     (N)    091 15 17.     (W)     SCALED    
 AU0072* NAVD 88     -         3.223  (meters)      10.57   (feet)  ADJUSTED  
 AU0072  ___________________________________________________________________
 AU0072  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AU0072  DYNAMIC HT  -           3.218 (meters)      10.56  (feet)  COMP
 AU0072  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AU0072
 AU0072  VERT ORDER  -  FIRST     CLASS I
 AU0072
 AU0072.The horizontal coordinates were scaled from a topographic map and have
 AU0072.an estimated accuracy of +/- 6 seconds.
 AU0072
 AU0072.The orthometric height was determined by differential leveling
 AU0072.and adjusted by the National Geodetic Survey in February 1994..
 AU0072
 AU0072.The geoid height was determined by GEOID03.
 AU0072
 AU0072.The dynamic height is computed by dividing the NAVD 88
 AU0072.geopotential number by the normal gravity value computed on the
 AU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0072.degrees latitude (g = 980.6199 gals.).
 AU0072
 AU0072.The modeled gravity was interpolated from observed gravity values.
 AU0072
 AU0072;                    North         East    Units  Estimated Accuracy
 AU0072;SPC LA S     -   160,200.    1,007,590.      MT  (+/- 180 meters Scaled)
 AU0072
 AU0072                          SUPERSEDED SURVEY CONTROL
 AU0072
 AU0072  NGVD 29 (??/??/??)    3.279  (m)           10.76   (f) ADJUSTED    1 1
 AU0072
 AU0072.Superseded values are not recommended for survey control.
 AU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0072.See file dsdata.txt to determine how the superseded data were derived.
 AU0072
 AU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP684140(NAD 83)
 AU0072_MARKER: DD = SURVEY DISK
 AU0072_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AU0072_SP_SET: 136 FT 1-INCH IRON PIPE
 AU0072_STAMPING: PBM 73 EABPL 1976 USE
 AU0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0072
 AU0072  HISTORY     - Date     Condition        Report By
 AU0072  HISTORY     - 1976     MONUMENTED       USE
 AU0072  HISTORY     - 1976     GOOD             NGS
 AU0072  HISTORY     - 20010730 GOOD             NGS
 AU0072
 AU0072                          STATION DESCRIPTION
 AU0072
 AU0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AU0072'3.8 MI NW FROM BELLE RIVER.
 AU0072'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 AU0072'END OF A DRAWBRIDGE OVER THE BELLE RIVER, ABOUT MIDWAY BETWEEN CURVES,
 AU0072'169 FT WEST OF THE CENTER LINE OF THE HIGHWAY, A 1-INCH PIPE WITH A
 AU0072'DISK DRIVEN TO A DEPTH OF 136 FT ENCASED IN A 2-INCH IRON PIPE BORED
 AU0072'TO A DEPTH OF 120 FT WITH A 3 INCH SCREW CAP FOR ACCESS. THE SCREW
 AU0072'CAP PROJECTS 22 INCHES ABOVE THE GROUND.  THE DISK PROJECTS 18 INCHES
 AU0072'ABOVE THE GROUND.
 AU0072
 AU0072                          STATION RECOVERY (2001)
 AU0072
 AU0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AU0072'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3190 ***********************************************************************
 DH3190  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3190  DESIGNATION -  738+62.79=WJLD 666A
 DH3190  PID         -  DH3190
 DH3190  STATE/COUNTY-  LA/JEFFERSON
 DH3190  USGS QUAD   -  NEW ORLEANS WEST (1992)
 DH3190
 DH3190                         *CURRENT SURVEY CONTROL
 DH3190  ___________________________________________________________________
 DH3190* NAD 83(1992)-  29 54 28.01218(N)    090 07 44.18450(W)     ADJUSTED  
 DH3190* NAVD 88     -         7.46 **(meters)      24.5  **(feet)  GPS OBS(2004.65)
 DH3190  **This station is located in a subsidence area (see below).
 DH3190  ___________________________________________________________________
 DH3190  X           -     -12,452.394 (meters)                     COMP
 DH3190  Y           -  -5,533,330.797 (meters)                     COMP
 DH3190  Z           -   3,161,507.375 (meters)                     COMP
 DH3190  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DH3190  ELLIP HEIGHT-         -18.47  (meters)          (05/09/05) GPS OBS
 DH3190  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DH3190
 DH3190  HORZ ORDER  -  B
 DH3190  ELLP ORDER  -  FOURTH    CLASS II
 DH3190
 DH3190.The horizontal coordinates were established by GPS observations
 DH3190.and adjusted by the National Geodetic Survey in May 2005..
 DH3190
 DH3190 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3190 ** and geoid heights are valid at the date of observation. These heights
 DH3190 ** must always be validated when used as control.
 DH3190 ** The orthometric height was determined by GPS observations using
 DH3190 ** precise GPS observation and processing techniques and a new
 DH3190 ** realization of GEOID03. It supersedes the leveled height previously
 DH3190 ** determined for this station.
 DH3190 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3190 ** epoch indicated which incorporates improved geoid heights for the
 DH3190 ** Southern Louisiana Subsidence area.
 DH3190 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3190.The orthometric height was determined by GPS observations and a
 DH3190.high-resolution geoid model using precise GPS observation and
 DH3190.processing techniques.
 DH3190
 DH3190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3190
 DH3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3190
 DH3190.The ellipsoidal height was determined by GPS observations
 DH3190.and is referenced to NAD 83.
 DH3190
 DH3190.The geoid height was determined by GEOID03.
 DH3190
 DH3190;                    North         East     Units Scale Factor Converg.
 DH3190;SPC LA S     -   156,655.773 1,116,304.086   MT  0.99992706   +0 36 08.0
 DH3190;SPC LA S     -   513,961.48  3,662,407.66   sFT  0.99992706   +0 36 08.0
 DH3190;UTM  15      - 3,312,031.832   777,221.497   MT  1.00054830   +1 25 56.8
 DH3190
 DH3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3190!SPC LA S     -   1.00000290  x   0.99992706  =   0.99992996
 DH3190!UTM  15      -   1.00000290  x   1.00054830  =   1.00055120
 DH3190
 DH3190                          SUPERSEDED SURVEY CONTROL
 DH3190
 DH3190.No superseded survey control is available for this station.
 DH3190
 DH3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7722112032(NAD 83)
 DH3190_MARKER: DD = SURVEY DISK
 DH3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3190_STAMPING: WJLD666A
 DH3190_PROJECTION: RECESSED 0 CENTIMETERS
 DH3190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3190+STABILITY: SURFACE MOTION
 DH3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3190+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 DH3190
 DH3190  HISTORY     - Date     Condition        Report By
 DH3190  HISTORY     - UNK      MONUMENTED       USACE
 DH3190  HISTORY     - 20030127 GOOD             3001
 DH3190
 DH3190                          STATION DESCRIPTION
 DH3190
 DH3190'DESCRIBED BY 3001, INC 2003 (MH)
 DH3190'THE STATION IS LOCATED IN JEFFERSON PARISH IN WESTWEGO, LA ABOUT 1.8
 DH3190'MILES WEST  NORTHWEST OF MARRERO, LA AND 3.0 MILES SOUTHEAST OF BRIDGE
 DH3190'CITY, LA
 DH3190' 
 DH3190'OWNERSHIP- JEFFERSON PARISH LEVEE DISTRICT
 DH3190' 
 DH3190'TO REACH THE STATION FROM THE INTERSECTION OF HEY 18 AND RIVER RD. IN
 DH3190'WESTWEGO, LA GO  1.1 MILES SOUTHEAST ALONG RIVER RD. AND MARK ON LEFT
 DH3190'ON TOP OF LEVEE.
 DH3190' 
 DH3190'THE STATION IS A 3.5IN ROUND COE BRASS CAP SET IN CONCRETE, 0.5' BELOW
 DH3190'GROUND SURFACE,  STAMPED WJLD-666-A 1990, 7' NORTH OF L/S CROWN OF
 DH3190'LEVEE, ABOUT 125' NORTH OF CENTERLINE  OF RIVER RD. AND 75' WEST OF A
 DH3190'RAMP LEADING OVER LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0706 ***********************************************************************
 BX0706  DESIGNATION -  74 BOLT
 BX0706  PID         -  BX0706
 BX0706  STATE/COUNTY-  LA/RAPIDES
 BX0706  USGS QUAD   -  ALEXANDRIA (1992)
 BX0706
 BX0706                         *CURRENT SURVEY CONTROL
 BX0706  ___________________________________________________________________
 BX0706* NAD 83(1986)-  31 18 32.     (N)    092 26 39.     (W)     SCALED    
 BX0706* NAVD 88     -        21.40   (+/-2cm)      70.2    (feet)  VERTCON   
 BX0706  ___________________________________________________________________
 BX0706  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX0706
 BX0706  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0706
 BX0706.The horizontal coordinates were scaled from a topographic map and have
 BX0706.an estimated accuracy of +/- 6 seconds.
 BX0706
 BX0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0706.The vertical order pertains to the NGVD 29 superseded value.
 BX0706
 BX0706.The geoid height was determined by GEOID03.
 BX0706
 BX0706;                    North         East    Units  Estimated Accuracy
 BX0706;SPC LA N     -    89,690.    1,005,320.      MT  (+/- 180 meters Scaled)
 BX0706
 BX0706                          SUPERSEDED SURVEY CONTROL
 BX0706
 BX0706  NGVD 29 (??/??/??)   21.383  (m)           70.15   (f) ADJUSTED    1 2
 BX0706
 BX0706.Superseded values are not recommended for survey control.
 BX0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0706.See file dsdata.txt to determine how the superseded data were derived.
 BX0706
 BX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ528639(NAD 83)
 BX0706_MARKER: B = BOLT
 BX0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0706_SP_SET: SLAP
 BX0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0706
 BX0706  HISTORY     - Date     Condition        Report By
 BX0706  HISTORY     - UNK      MONUMENTED       DOD
 BX0706  HISTORY     - 1961     GOOD             CGS
 BX0706  HISTORY     - 1970     MARK NOT FOUND   NGS
 BX0706  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 BX0706
 BX0706                          STATION DESCRIPTION
 BX0706
 BX0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0706'IN ALEXANDRIA.
 BX0706'LOCATED AT ALEXANDRIA, ON LEE STREET AT THE INTERSECTION WITH FIFTH
 BX0706'STREET, IN THE SOUTHWEST ANGLE OF THE INTERSECTION AT THE SITE OF THE
 BX0706'MUNICIPAL STANDPIPE AND FIRE STATION.  IT IS 31.6 FEET WEST OF THE
 BX0706'CENTERLINE OF LEE STREET, 80 FEET SOUTH OF THE CENTERLINE OF FIFTH
 BX0706'STREET, 49.2 FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT, 28.7 FEET SOUTH
 BX0706'SOUTHEAST OF A LARGE VALVE ON THE EAST SIDE OF THE STANDPIPE, 9.5 FEET
 BX0706'WEST OF THE WEST EDGE OF THE SIDEWALK, 16.9 FEET WEST OF THE WEST CURB
 BX0706'OF LEE STREET, 16 FEET NORTH OF THE NORTHEAST CORNER OF THE NEW FIRE
 BX0706'STATION, 2 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 BX0706'FIRE STATION, 15.5 FEET WEST OF A POWER POLE AND 15.5 FEET WEST OF THE
 BX0706'THIRD PARKING METER SOUTH OF FIFTH STREET.  IT IS A COPPER BOLT SET IN
 BX0706'THE TOP OF A CONCRETE SLAB ACCESS WHICH IS HAD THROUGH AN IRON PIPE
 BX0706'BEARING A U.S. ARMY ENGINEERS CAP.  IT IS 1 FOOT BELOW THE SURFACE OF
 BX0706'THE GROUND.  NOTE-- THE 6-INCH VITRIFIED CLAY PIPE WHICH SURMOUNTED
 BX0706'PIPE HAS BEEN DESTROYED.
 BX0706
 BX0706                          STATION RECOVERY (1970)
 BX0706
 BX0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0706'MARK NOT FOUND.
 BX0706
 BX0706                          STATION RECOVERY (2005)
 BX0706
 BX0706'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0705 ***********************************************************************
 BX0705  DESIGNATION -  74 CAP=Q 13
 BX0705  PID         -  BX0705
 BX0705  STATE/COUNTY-  LA/RAPIDES
 BX0705  USGS QUAD   -  ALEXANDRIA (1992)
 BX0705
 BX0705                         *CURRENT SURVEY CONTROL
 BX0705  ___________________________________________________________________
 BX0705* NAD 83(1986)-  31 18 32.     (N)    092 26 39.     (W)     SCALED    
 BX0705* NAVD 88     -        22.83   (+/-2cm)      74.9    (feet)  VERTCON   
 BX0705  ___________________________________________________________________
 BX0705  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX0705
 BX0705  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0705
 BX0705.The horizontal coordinates were scaled from a topographic map and have
 BX0705.an estimated accuracy of +/- 6 seconds.
 BX0705
 BX0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0705.The vertical order pertains to the NGVD 29 superseded value.
 BX0705
 BX0705.The geoid height was determined by GEOID03.
 BX0705
 BX0705;                    North         East    Units  Estimated Accuracy
 BX0705;SPC LA N     -    89,690.    1,005,320.      MT  (+/- 180 meters Scaled)
 BX0705
 BX0705                          SUPERSEDED SURVEY CONTROL
 BX0705
 BX0705  NGVD 29 (??/??/??)   22.816  (m)           74.86   (f) ADJUSTED    1 2
 BX0705
 BX0705.Superseded values are not recommended for survey control.
 BX0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0705.See file dsdata.txt to determine how the superseded data were derived.
 BX0705
 BX0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ528639(NAD 83)
 BX0705_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0705_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0705
 BX0705  HISTORY     - Date     Condition        Report By
 BX0705  HISTORY     - UNK      MONUMENTED       DOD
 BX0705  HISTORY     - 1961     GOOD             CGS
 BX0705  HISTORY     - 1970     MARK NOT FOUND   NGS
 BX0705  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 BX0705
 BX0705                          STATION DESCRIPTION
 BX0705
 BX0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0705'IN ALEXANDRIA.
 BX0705'LOCATED AT ALEXANDRIA, ON LEE STREET AT THE INTERSECTION WITH FIFTH
 BX0705'STREET, IN THE SOUTHWEST ANGLE OF THE INTERSECTION AT THE SITE OF THE
 BX0705'MUNICIPAL STANDPIPE AND FIRE STATION.  IT IS 31.6 FEET WEST OF THE
 BX0705'CENTERLINE OF LEE STREET, 80 FEET SOUTH OF THE CENTERLINE OF FIFTH
 BX0705'STREET, 49.2 FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT, 28.7 FEET SOUTH
 BX0705'SOUTHEAST OF A LARGE VALVE ON THE EAST SIDE OF THE STANDPIPE, 9.5 FEET
 BX0705'WEST OF THE WEST EDGE OF THE SIDEWALK, 16.9 FEET WEST OF THE WEST CURB
 BX0705'OF LEE STREET, 16 FEET NORTH OF THE NORTHEAST CORNER OF THE NEW FIRE
 BX0705'STATION, 2 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 BX0705'FIRE STATION, 15.5 FEET WEST OF THE THIRD PARKING METER SOUTH OF FIFTH
 BX0705'STREET.  AN IRON PIPE BEARING A U.S. ARMY ENGINEERS CAP.  IT IS 1 FOOT
 BX0705'BELOW THE SURFACE OF THE GROUND.  NOTE-- THE 6-INCH VITRIFIED CLAY
 BX0705'PIPE WHICH SURMOUNTED PIPE HAS BEEN DESTROYED.
 BX0705
 BX0705                          STATION RECOVERY (1970)
 BX0705
 BX0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0705'MARK NOT FOUND.
 BX0705
 BX0705                          STATION RECOVERY (2005)
 BX0705
 BX0705'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0073 ***********************************************************************
 AU0073  DESIGNATION -  74 EABPL
 AU0073  PID         -  AU0073
 AU0073  STATE/COUNTY-  LA/ST MARTIN
 AU0073  USGS QUAD   -  CENTERVILLE NE (1980)
 AU0073
 AU0073                         *CURRENT SURVEY CONTROL
 AU0073  ___________________________________________________________________
 AU0073* NAD 83(1986)-  29 56 33.     (N)    091 15 19.     (W)     SCALED    
 AU0073* NAVD 88     -         2.681  (meters)       8.80   (feet)  ADJUSTED  
 AU0073  ___________________________________________________________________
 AU0073  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AU0073  DYNAMIC HT  -           2.677 (meters)       8.78  (feet)  COMP
 AU0073  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AU0073
 AU0073  VERT ORDER  -  FIRST     CLASS I
 AU0073
 AU0073.The horizontal coordinates were scaled from a topographic map and have
 AU0073.an estimated accuracy of +/- 6 seconds.
 AU0073
 AU0073.The orthometric height was determined by differential leveling
 AU0073.and adjusted by the National Geodetic Survey in February 1994..
 AU0073
 AU0073.The geoid height was determined by GEOID03.
 AU0073
 AU0073.The dynamic height is computed by dividing the NAVD 88
 AU0073.geopotential number by the normal gravity value computed on the
 AU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0073.degrees latitude (g = 980.6199 gals.).
 AU0073
 AU0073.The modeled gravity was interpolated from observed gravity values.
 AU0073
 AU0073;                    North         East    Units  Estimated Accuracy
 AU0073;SPC LA S     -   159,900.    1,007,540.      MT  (+/- 180 meters Scaled)
 AU0073
 AU0073                          SUPERSEDED SURVEY CONTROL
 AU0073
 AU0073  NGVD 29 (??/??/??)    2.737  (m)            8.98   (f) ADJUSTED    1 1
 AU0073
 AU0073.Superseded values are not recommended for survey control.
 AU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0073.See file dsdata.txt to determine how the superseded data were derived.
 AU0073
 AU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP683136(NAD 83)
 AU0073_MARKER: DD = SURVEY DISK
 AU0073_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AU0073_SP_SET: 131 FT 1-INCH IRON PIPE
 AU0073_STAMPING: PBM 74 EABPL 1976 USE
 AU0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0073
 AU0073  HISTORY     - Date     Condition        Report By
 AU0073  HISTORY     - 1976     MONUMENTED       USE
 AU0073  HISTORY     - 1976     GOOD             NGS
 AU0073  HISTORY     - 20010730 GOOD             NGS
 AU0073
 AU0073                          STATION DESCRIPTION
 AU0073
 AU0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AU0073'3.6 MI NW FROM BELLE RIVER.
 AU0073'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE
 AU0073'SOUTH END OF A DRAWBRIDGE OVER THE BELLE RIVER, 0.05 MILE NORTH OF
 AU0073'THE JUNCTION OF A DIRT ROAD LEADING WEST OVER THE LEVEE, 99 FT WEST
 AU0073'OF THE CENTER LINE OF THE HIGHWAY, 68 FT WEST OF WEST END OF THE NORTH
 AU0073'ONE OF TWO 48-INCH METAL PIPE CULVERTS, A 1-INCH IRON PIPE WITH A
 AU0073'DISK DRIVEN TO A DEPTH OF 131 FT ENCASED IN A 2-INCH IRON PIPE BORED
 AU0073'TO A DEPTH OF 118 FT WITH A 3-INCH SCREW CAP FOR ACCESS.  THE SCREW
 AU0073'CAP PROJECTS 22 INCHES ABOVE THE GROUND.  THE DISK PROJECTS 18
 AU0073'INCHES ABOVE THE GROUND.
 AU0073
 AU0073                          STATION RECOVERY (2001)
 AU0073
 AU0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AU0073'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1835 ***********************************************************************
 BH1835  DESIGNATION -  740 LAGS
 BH1835  PID         -  BH1835
 BH1835  STATE/COUNTY-  LA/ST TAMMANY
 BH1835  USGS QUAD   -  HICKORY (1994)
 BH1835
 BH1835                         *CURRENT SURVEY CONTROL
 BH1835  ___________________________________________________________________
 BH1835* NAD 83(1986)-  30 24 53.     (N)    089 46 56.     (W)     SCALED    
 BH1835* NAVD 88     -        11.694  (meters)      38.37   (feet)  ADJUSTED  
 BH1835  ___________________________________________________________________
 BH1835  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BH1835  DYNAMIC HT  -          11.679 (meters)      38.32  (feet)  COMP
 BH1835  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BH1835
 BH1835  VERT ORDER  -  SECOND    CLASS II
 BH1835
 BH1835.The horizontal coordinates were scaled from a topographic map and have
 BH1835.an estimated accuracy of +/- 6 seconds.
 BH1835
 BH1835.The orthometric height was determined by differential leveling
 BH1835.and adjusted by the National Geodetic Survey in February 1994..
 BH1835
 BH1835.The geoid height was determined by GEOID03.
 BH1835
 BH1835.The dynamic height is computed by dividing the NAVD 88
 BH1835.geopotential number by the normal gravity value computed on the
 BH1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1835.degrees latitude (g = 980.6199 gals.).
 BH1835
 BH1835.The modeled gravity was interpolated from observed gravity values.
 BH1835
 BH1835;                    North         East    Units  Estimated Accuracy
 BH1835;SPC LA S     -   213,250.    1,149,020.      MT  (+/- 180 meters Scaled)
 BH1835
 BH1835                          SUPERSEDED SURVEY CONTROL
 BH1835
 BH1835.No superseded survey control is available for this station.
 BH1835
 BH1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU327680(NAD 83)
 BH1835_MARKER: DB = BENCH MARK DISK
 BH1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1835_SP_SET: CONCRETE POST
 BH1835_STAMPING: 740 1982
 BH1835_MARK LOGO: LAGS  
 BH1835_PROJECTION: FLUSH
 BH1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1835+STABILITY: SURFACE MOTION
 BH1835
 BH1835  HISTORY     - Date     Condition        Report By
 BH1835  HISTORY     - UNK      MONUMENTED       LAGS
 BH1835  HISTORY     - 1982     GOOD             LADTD
 BH1835
 BH1835                          STATION DESCRIPTION
 BH1835
 BH1835'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1835'5.5 KM (3.4 MI) NW FROM PEARL RIVER.
 BH1835'3.38 KM (2.1 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND
 BH1835'LA 41 SPUR NORTH OF PEARL RIVER, 15.2 METERS (50 FT) WEST OF LA 41,
 BH1835'16.2 METERS (53 FT) NORTH OF A PRIVATE DRIVE LOCATED NORTH OF POLLING
 BH1835'BOOTH.  THIS MARK WAS FOUND NEAR SAME LOCATION AS ORIGINAL 740, THE
 BH1835'DISK WAS UNSTAMPED AND NO DATA WAS FOUND TO SHOW THE MARK HAD BEEN
 BH1835'RESET, THIS DATE THE DISK WAS STAMPED AND AN ELEVATION WAS ESTABLISHED
 BH1835'FOR THIS MARK.
 BH1835'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BH1835'THE MARK IS 0.61 M BELOW LA 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1833 ***********************************************************************
 BH1833  DESIGNATION -  742 LAGS
 BH1833  PID         -  BH1833
 BH1833  STATE/COUNTY-  LA/ST TAMMANY
 BH1833  USGS QUAD   -  HICKORY (1994)
 BH1833
 BH1833                         *CURRENT SURVEY CONTROL
 BH1833  ___________________________________________________________________
 BH1833* NAD 83(1986)-  30 24 28.     (N)    089 46 22.     (W)     SCALED    
 BH1833* NAVD 88     -        12.197  (meters)      40.02   (feet)  ADJUSTED  
 BH1833  ___________________________________________________________________
 BH1833  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BH1833  DYNAMIC HT  -          12.181 (meters)      39.96  (feet)  COMP
 BH1833  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BH1833
 BH1833  VERT ORDER  -  SECOND    CLASS II
 BH1833
 BH1833.The horizontal coordinates were scaled from a topographic map and have
 BH1833.an estimated accuracy of +/- 6 seconds.
 BH1833
 BH1833.The orthometric height was determined by differential leveling
 BH1833.and adjusted by the National Geodetic Survey in February 1994..
 BH1833
 BH1833.The geoid height was determined by GEOID03.
 BH1833
 BH1833.The dynamic height is computed by dividing the NAVD 88
 BH1833.geopotential number by the normal gravity value computed on the
 BH1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1833.degrees latitude (g = 980.6199 gals.).
 BH1833
 BH1833.The modeled gravity was interpolated from observed gravity values.
 BH1833
 BH1833;                    North         East    Units  Estimated Accuracy
 BH1833;SPC LA S     -   212,490.    1,149,940.      MT  (+/- 180 meters Scaled)
 BH1833
 BH1833                          SUPERSEDED SURVEY CONTROL
 BH1833
 BH1833.No superseded survey control is available for this station.
 BH1833
 BH1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU336672(NAD 83)
 BH1833_MARKER: DB = BENCH MARK DISK
 BH1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1833_SP_SET: CONCRETE POST
 BH1833_STAMPING: 742 1982
 BH1833_MARK LOGO: LAGS  
 BH1833_PROJECTION: FLUSH
 BH1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1833+STABILITY: SURFACE MOTION
 BH1833
 BH1833  HISTORY     - Date     Condition        Report By
 BH1833  HISTORY     - UNK      MONUMENTED       LAGS
 BH1833  HISTORY     - 1982     POOR             LADTD
 BH1833
 BH1833                          STATION DESCRIPTION
 BH1833
 BH1833'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1833'4.3 KM (2.7 MI) NW FROM PEARL RIVER.
 BH1833'2.17 KM (1.4 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND
 BH1833'LA 41 SPUR NORTH OF PEARL RIVER, 14.6 METERS (48 FT) EAST OF LA 41,
 BH1833'17.7 METERS (58 FT) NORTH OF PRIVATE DRIVE.  THIS MARK WAS FOUND NEAR
 BH1833'SAME LOCATION AS ORIGINAL MARK 742, THE DISK WAS UNSTAMPED AND NO DATA
 BH1833'WAS FOUND TO SHOW THE MARK HAD BEEN RESET, THIS DATE THE DISK WAS
 BH1833'STAMPED AND AN ELEVATION WAS ESTABLISHED FOR THIS MARK.
 BH1833'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BH1833'THE MARK IS 0.30 M ABOVE LA 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1129 ***********************************************************************
 CP1129  DESIGNATION -  750 A BOLT
 CP1129  PID         -  CP1129
 CP1129  STATE/COUNTY-  LA/EAST CARROLL
 CP1129  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1129
 CP1129                         *CURRENT SURVEY CONTROL
 CP1129  ___________________________________________________________________
 CP1129* NAD 83(1986)-  32 50 27.     (N)    091 09 41.     (W)     SCALED    
 CP1129* NAVD 88     -        31.34   (+/-2cm)     102.8    (feet)  VERTCON   
 CP1129  ___________________________________________________________________
 CP1129  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1129
 CP1129  VERT ORDER  -  ? (See Below)
 CP1129
 CP1129.The horizontal coordinates were scaled from a topographic map and have
 CP1129.an estimated accuracy of +/- 6 seconds.
 CP1129
 CP1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1129.The vertical order pertains to the NGVD 29 superseded value.
 CP1129
 CP1129.The geoid height was determined by GEOID03.
 CP1129
 CP1129;                    North         East    Units  Estimated Accuracy
 CP1129;SPC LA N     -   260,330.    1,125,320.      MT  (+/- 180 meters Scaled)
 CP1129
 CP1129                          SUPERSEDED SURVEY CONTROL
 CP1129
 CP1129  NGVD 29 (??/??/92)   31.398  (m)          103.01   (f) ADJ UNCH    ?  
 CP1129
 CP1129.Superseded values are not recommended for survey control.
 CP1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1129.See file dsdata.txt to determine how the superseded data were derived.
 CP1129
 CP1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720351(NAD 83)
 CP1129_MARKER: B = BOLT
 CP1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1129_SP_SET: STONE
 CP1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1129+STABILITY: SURFACE MOTION
 CP1129
 CP1129  HISTORY     - Date     Condition        Report By
 CP1129  HISTORY     - UNK      MONUMENTED       DOD
 CP1129  HISTORY     - 1934     GOOD             DOD
 CP1129
 CP1129                          STATION DESCRIPTION
 CP1129
 CP1129'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1129'3.5 MI N FROM LAKE PROVIDENCE.
 CP1129'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1129'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 3 1/2 MILES NORTH
 CP1129'OF LAKE PROVIDENCE LA.  645 FEET WEST OF LEVEE AT B.M. 750. 320 FEET
 CP1129'NORTHWEST OF HOUSE.  35 FEET SOUTH OF EDGE OF CULTIVATED FIELD. 20
 CP1129'FEET EAST OF 34-INCH PIN-OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1128 ***********************************************************************
 CP1128  DESIGNATION -  750 A CAP
 CP1128  PID         -  CP1128
 CP1128  STATE/COUNTY-  LA/EAST CARROLL
 CP1128  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1128
 CP1128                         *CURRENT SURVEY CONTROL
 CP1128  ___________________________________________________________________
 CP1128* NAD 83(1986)-  32 50 27.     (N)    091 09 41.     (W)     SCALED    
 CP1128* NAVD 88     -        32.55   (+/-2cm)     106.8    (feet)  VERTCON   
 CP1128  ___________________________________________________________________
 CP1128  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1128
 CP1128  VERT ORDER  -  ? (See Below)
 CP1128
 CP1128.The horizontal coordinates were scaled from a topographic map and have
 CP1128.an estimated accuracy of +/- 6 seconds.
 CP1128
 CP1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1128.The vertical order pertains to the NGVD 29 superseded value.
 CP1128
 CP1128.The geoid height was determined by GEOID03.
 CP1128
 CP1128;                    North         East    Units  Estimated Accuracy
 CP1128;SPC LA N     -   260,330.    1,125,320.      MT  (+/- 180 meters Scaled)
 CP1128
 CP1128                          SUPERSEDED SURVEY CONTROL
 CP1128
 CP1128  NGVD 29 (??/??/92)   32.611  (m)          106.99   (f) ADJ UNCH    ?  
 CP1128
 CP1128.Superseded values are not recommended for survey control.
 CP1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1128.See file dsdata.txt to determine how the superseded data were derived.
 CP1128
 CP1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720351(NAD 83)
 CP1128_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1128
 CP1128  HISTORY     - Date     Condition        Report By
 CP1128  HISTORY     - UNK      MONUMENTED       DOD
 CP1128  HISTORY     - 1934     GOOD             DOD
 CP1128
 CP1128                          STATION DESCRIPTION
 CP1128
 CP1128'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1128'3.5 MI N FROM LAKE PROVIDENCE.
 CP1128'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1128'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 3 1/2 MILES NORTH
 CP1128'OF LAKE PROVIDENCE LA.  645 FEET WEST OF LEVEE AT B.M. 750. 320 FEET
 CP1128'NORTHWEST OF HOUSE.  35 FEET SOUTH OF EDGE OF CULTIVATED FIELD. 20
 CP1128'FEET EAST OF 34-INCH PIN-OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1566 ***********************************************************************
 BJ1566  DESIGNATION -  764 RESET
 BJ1566  PID         -  BJ1566
 BJ1566  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1566  USGS QUAD   -  PONCHATOULA (1994)
 BJ1566
 BJ1566                         *CURRENT SURVEY CONTROL
 BJ1566  ___________________________________________________________________
 BJ1566* NAD 83(1986)-  30 28 36.     (N)    090 27 24.     (W)     SCALED    
 BJ1566* NAVD 88     -         9.476  (meters)      31.09   (feet)  READJUSTED
 BJ1566  ___________________________________________________________________
 BJ1566  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ1566  DYNAMIC HT  -           9.460 (meters)      31.04  (feet)  COMP
 BJ1566  MODELED GRAV-     979,350.1   (mgal)                       NAVD 88
 BJ1566
 BJ1566  VERT ORDER  -  ?
 BJ1566
 BJ1566.The horizontal coordinates were scaled from a topographic map and have
 BJ1566.an estimated accuracy of +/- 6 seconds.
 BJ1566
 BJ1566.The orthometric height was determined by differential leveling
 BJ1566.and adjusted by the National Geodetic Survey in June 1991..
 BJ1566.The height was derived from older observations constrained to new
 BJ1566.heights in a crustal motion area.  The height is approximate in
 BJ1566.relation to other heights in its vicinity.
 BJ1566
 BJ1566.The geoid height was determined by GEOID03.
 BJ1566
 BJ1566.The dynamic height is computed by dividing the NAVD 88
 BJ1566.geopotential number by the normal gravity value computed on the
 BJ1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1566.degrees latitude (g = 980.6199 gals.).
 BJ1566
 BJ1566.The modeled gravity was interpolated from observed gravity values.
 BJ1566
 BJ1566;                    North         East    Units  Estimated Accuracy
 BJ1566;SPC LA S     -   219,430.    1,084,180.      MT  (+/- 180 meters Scaled)
 BJ1566
 BJ1566                          SUPERSEDED SURVEY CONTROL
 BJ1566
 BJ1566  NGVD 29 (??/??/??)    9.457  (m)           31.03   (f) ADJUSTED    1 1
 BJ1566
 BJ1566.Superseded values are not recommended for survey control.
 BJ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1566.See file dsdata.txt to determine how the superseded data were derived.
 BJ1566
 BJ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP441743(NAD 83)
 BJ1566_MARKER: DD = SURVEY DISK
 BJ1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1566_STAMPING: 764 RESET 1967
 BJ1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1566+STABILITY: SURFACE MOTION
 BJ1566
 BJ1566  HISTORY     - Date     Condition        Report By
 BJ1566  HISTORY     - 1967     MONUMENTED       LAGS
 BJ1566  HISTORY     - 1969     GOOD             CGS
 BJ1566  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1566  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1566
 BJ1566                          STATION DESCRIPTION
 BJ1566
 BJ1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1566'2.2 MI S FROM HAMMOND.
 BJ1566'ABOUT 2.2 MILES SOUTH ALONG U. S. HIGHWAY 51 (BUSINESS ROUTE) FROM THE
 BJ1566'POST OFFICE AT HAMMOND, 0.4 MILE NORTH OF THE RADIO TOWER FOR STATION
 BJ1566'WFPR, AT THE SOUTHWEST CORNER OF A YARD FOR A LARGE LUMBER CREOSOTING
 BJ1566'PLANT, 46 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTH
 BJ1566'OF AN UNDERGROUND TELEPHONE CABLE MARKER, 105 FEET SOUTHWEST OF THE
 BJ1566'SOUTHWEST CORNER OF AN OFFICE BUILDING, 1 FOOT EAST OF A METAL WITNESS
 BJ1566'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BJ1566'POST FLUSH WITH THE GROUND.
 BJ1566
 BJ1566                          STATION RECOVERY (1986)
 BJ1566
 BJ1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1566'NOT RECOVERED.  THE OFFICE BUILDING NO LONGER EXISTS.
 BJ1566
 BJ1566                          STATION RECOVERY (1992)
 BJ1566
 BJ1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1566'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1567 ***********************************************************************
 BJ1567  DESIGNATION -  765
 BJ1567  PID         -  BJ1567
 BJ1567  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1567  USGS QUAD   -  PONCHATOULA (1994)
 BJ1567
 BJ1567                         *CURRENT SURVEY CONTROL
 BJ1567  ___________________________________________________________________
 BJ1567* NAD 83(1986)-  30 28 16.     (N)    090 27 26.     (W)     SCALED    
 BJ1567* NAVD 88     -         9.289  (meters)      30.48   (feet)  ADJUSTED  
 BJ1567  ___________________________________________________________________
 BJ1567  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ1567  DYNAMIC HT  -           9.276 (meters)      30.43  (feet)  COMP
 BJ1567  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 BJ1567
 BJ1567  VERT ORDER  -  FIRST     CLASS I
 BJ1567
 BJ1567.The horizontal coordinates were scaled from a topographic map and have
 BJ1567.an estimated accuracy of +/- 6 seconds.
 BJ1567
 BJ1567.The orthometric height was determined by differential leveling
 BJ1567.and adjusted by the National Geodetic Survey in February 1994..
 BJ1567
 BJ1567.The geoid height was determined by GEOID03.
 BJ1567
 BJ1567.The dynamic height is computed by dividing the NAVD 88
 BJ1567.geopotential number by the normal gravity value computed on the
 BJ1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1567.degrees latitude (g = 980.6199 gals.).
 BJ1567
 BJ1567.The modeled gravity was interpolated from observed gravity values.
 BJ1567
 BJ1567;                    North         East    Units  Estimated Accuracy
 BJ1567;SPC LA S     -   218,810.    1,084,130.      MT  (+/- 180 meters Scaled)
 BJ1567
 BJ1567                          SUPERSEDED SURVEY CONTROL
 BJ1567
 BJ1567  NAVD 88 (06/15/91)    9.322  (m)           30.58   (f) UNKNOWN     1 1
 BJ1567  NGVD 29 (??/??/??)    9.303  (m)           30.52   (f) ADJUSTED    1 1
 BJ1567
 BJ1567.Superseded values are not recommended for survey control.
 BJ1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1567.See file dsdata.txt to determine how the superseded data were derived.
 BJ1567
 BJ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP441737(NAD 83)
 BJ1567_MARKER: DD = SURVEY DISK
 BJ1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1567_SP_SET: CONCRETE POST
 BJ1567_STAMPING: 765
 BJ1567_MARK LOGO: LAGS  
 BJ1567_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1567+STABILITY: SURFACE MOTION
 BJ1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1567+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1567
 BJ1567  HISTORY     - Date     Condition        Report By
 BJ1567  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1567  HISTORY     - 1969     GOOD             CGS
 BJ1567  HISTORY     - 1986     GOOD             NGS
 BJ1567  HISTORY     - 19920617 GOOD             NGS
 BJ1567
 BJ1567                          STATION DESCRIPTION
 BJ1567
 BJ1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1567'2.3 MI S FROM HAMMOND.
 BJ1567'ABOUT 2.3 MILES SOUTH ALONG U. S. HIGHWAY 51 (BUSINESS ROUTE) FROM THE
 BJ1567'POST OFFICE AT HAMMOND, ABOUT 50 PACES WEST OF RADIO TOWER FOR STATION
 BJ1567'WFPR AND BENCH MARK V 178 DESCRIBED, 36 FEET WEST OF THE CENTER LINE
 BJ1567'OF THE HIGHWAY, 45 FEET NORTH OF A TELEPHONE POLE, 60 FEET SOUTH OF
 BJ1567'TELEPHONE POLE NO. 31, 1/2 FOOT WEST OF A METAL WITNESS POST, ABOUT
 BJ1567'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BJ1567'WITH THE GROUND.
 BJ1567
 BJ1567                          STATION RECOVERY (1986)
 BJ1567
 BJ1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1567'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.  MARK IS
 BJ1567'45 FEET NORTH OF TELEPHONE POLE NUMBER 25 AND 60 FEET SOUTH OF
 BJ1567'TELEPHONE POLE NUMBER 24 INSTEAD OF 31.
 BJ1567
 BJ1567                          STATION RECOVERY (1992)
 BJ1567
 BJ1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1567'3.8 KM (2.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 BJ1567'IN HAMMOND, 23.1 M (75.8 FT) EAST OF THE SOUTHEAST CORNER OF A HOUSE,
 BJ1567'18.0 M (59.1 FT) SOUTH OF UTILITY POLE NUMBER 24, 14.2 M (46.6 FT)
 BJ1567'SOUTHEAST OF THE MOST EASTERLY OF 2 YARD LIGHTS, 14.1 M (46.3 FT)
 BJ1567'NORTH OF UTILITY POLE NUMBER 25, 11.6 M (38.1 FT) WEST OF AND LEVEL
 BJ1567'WITH THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) WEST OF A WITNESS POST,
 BJ1567'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0117 ***********************************************************************
 AU0117  DESIGNATION -  77 A
 AU0117  PID         -  AU0117
 AU0117  STATE/COUNTY-  LA/ST MARTIN
 AU0117  USGS QUAD   -  PIERRE PART (1980)
 AU0117
 AU0117                         *CURRENT SURVEY CONTROL
 AU0117  ___________________________________________________________________
 AU0117* NAD 83(1986)-  29 55 06.     (N)    091 14 01.     (W)     SCALED    
 AU0117* NAVD 88     -         0.99   (+/-2cm)       3.2    (feet)  VERTCON   
 AU0117  ___________________________________________________________________
 AU0117  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AU0117
 AU0117  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0117
 AU0117.The horizontal coordinates were scaled from a topographic map and have
 AU0117.an estimated accuracy of +/- 6 seconds.
 AU0117
 AU0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0117.The vertical order pertains to the NGVD 29 superseded value.
 AU0117
 AU0117.The geoid height was determined by GEOID03.
 AU0117
 AU0117;                    North         East    Units  Estimated Accuracy
 AU0117;SPC LA S     -   157,220.    1,009,630.      MT  (+/- 180 meters Scaled)
 AU0117
 AU0117                          SUPERSEDED SURVEY CONTROL
 AU0117
 AU0117  NGVD 29 (??/??/??)    1.051  (m)            3.45   (f) ADJUSTED    1 2
 AU0117
 AU0117.Superseded values are not recommended for survey control.
 AU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0117.See file dsdata.txt to determine how the superseded data were derived.
 AU0117
 AU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP705110(NAD 83)
 AU0117_MARKER: DD = SURVEY DISK
 AU0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0117_STAMPING: M.S.L. 77A 1952 C. OF E.
 AU0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0117+STABILITY: SURFACE MOTION
 AU0117
 AU0117  HISTORY     - Date     Condition        Report By
 AU0117  HISTORY     - 1952     MONUMENTED       DOD
 AU0117  HISTORY     - 1965     GOOD             CGS
 AU0117  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU0117
 AU0117                          STATION DESCRIPTION
 AU0117
 AU0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0117'1.3 MI NW FROM BELLE RIVER.
 AU0117'ABOUT 1.3 MILES NORTHWEST ALONG THE LEVEE FROM THE SOUTH END OF THE
 AU0117'DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, ABOUT 0.1 MILE NORTHEAST
 AU0117'OF THE LEVEE, 65 FEET SOUTHWEST OF THE SOUTHWEST BANK OF RIVER, 44
 AU0117'FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD HOUSE, 35 FEET
 AU0117'SOUTHEAST OF A POWER POLE WITH GUY WIRE AND TRANSFORMER, 24 FEET
 AU0117'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 1.0 FEET SOUTHWEST OF
 AU0117'A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 AU0117'OF A CONCRETE POST PROJECTING 2 INCHES.
 AU0117
 AU0117                          STATION RECOVERY (1976)
 AU0117
 AU0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0118 ***********************************************************************
 AU0118  DESIGNATION -  78
 AU0118  PID         -  AU0118
 AU0118  STATE/COUNTY-  LA/ST MARTIN
 AU0118  USGS QUAD   -  PIERRE PART (1980)
 AU0118
 AU0118                         *CURRENT SURVEY CONTROL
 AU0118  ___________________________________________________________________
 AU0118* NAD 83(1986)-  29 54 40.     (N)    091 13 28.     (W)     SCALED    
 AU0118* NAVD 88     -         1.33   (+/-2cm)       4.4    (feet)  VERTCON   
 AU0118  ___________________________________________________________________
 AU0118  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AU0118
 AU0118  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0118
 AU0118.The horizontal coordinates were scaled from a topographic map and have
 AU0118.an estimated accuracy of +/- 6 seconds.
 AU0118
 AU0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0118.The vertical order pertains to the NGVD 29 superseded value.
 AU0118
 AU0118.The geoid height was determined by GEOID03.
 AU0118
 AU0118;                    North         East    Units  Estimated Accuracy
 AU0118;SPC LA S     -   156,420.    1,010,520.      MT  (+/- 180 meters Scaled)
 AU0118
 AU0118                          SUPERSEDED SURVEY CONTROL
 AU0118
 AU0118  NGVD 29 (??/??/??)    1.391  (m)            4.56   (f) ADJUSTED    1 2
 AU0118
 AU0118.Superseded values are not recommended for survey control.
 AU0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0118.See file dsdata.txt to determine how the superseded data were derived.
 AU0118
 AU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP714102(NAD 83)
 AU0118_MARKER: DD = SURVEY DISK
 AU0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0118_STAMPING: M.S.L. 78 1952 C.OF E.
 AU0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0118+STABILITY: SURFACE MOTION
 AU0118
 AU0118  HISTORY     - Date     Condition        Report By
 AU0118  HISTORY     - 1952     MONUMENTED       DOD
 AU0118  HISTORY     - 1965     GOOD             CGS
 AU0118  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU0118
 AU0118                          STATION DESCRIPTION
 AU0118
 AU0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0118'0.6 MI NW FROM BELLE RIVER.
 AU0118'ABOUT 0.6 MILE NORTHWEST ALONG THE LEVEE FROM THE SOUTH END OF THE
 AU0118'DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, ABOUT 300 FEET NORTHEAST
 AU0118'OF LEVEE, 56 FEET SOUTHWEST OF THE SOUTHWEST BANK OF RIVER, 26 FEET
 AU0118'EAST OF THE SOUTH CORNER OF MR. ROBERT PIESAIOS HOUSE, 51 FEET
 AU0118'NORTHEAST OF A YARD FENCE, 5.0 FEET NORTH OF A CLOTHS LINE POST, 5.0
 AU0118'FEET SOUTHEAST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A
 AU0118'CONCRETE POST PROJECTING 12 INCHES.
 AU0118
 AU0118                          STATION RECOVERY (1976)
 AU0118
 AU0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1198 ***********************************************************************
 BW1198  DESIGNATION -  78 DIETZE BOLT
 BW1198  PID         -  BW1198
 BW1198  STATE/COUNTY-  LA/CONCORDIA
 BW1198  USGS QUAD   -  DEER PARK (1983)
 BW1198
 BW1198                         *CURRENT SURVEY CONTROL
 BW1198  ___________________________________________________________________
 BW1198* NAD 83(1986)-  31 23 18.     (N)    091 35 03.     (W)     SCALED    
 BW1198* NAVD 88     -        15.83   (+/-2cm)      51.9    (feet)  VERTCON   
 BW1198  ___________________________________________________________________
 BW1198  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BW1198
 BW1198  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1198
 BW1198.The horizontal coordinates were scaled from a topographic map and have
 BW1198.an estimated accuracy of +/- 6 seconds.
 BW1198
 BW1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1198.The vertical order pertains to the NGVD 29 superseded value.
 BW1198
 BW1198.The geoid height was determined by GEOID03.
 BW1198
 BW1198;                    North         East    Units  Estimated Accuracy
 BW1198;SPC LA N     -    98,860.    1,087,110.      MT  (+/- 180 meters Scaled)
 BW1198
 BW1198                          SUPERSEDED SURVEY CONTROL
 BW1198
 BW1198  NGVD 29 (??/??/92)   15.815  (m)           51.89   (f) ADJ UNCH    1 2
 BW1198
 BW1198.Superseded values are not recommended for survey control.
 BW1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1198.See file dsdata.txt to determine how the superseded data were derived.
 BW1198
 BW1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ346735(NAD 83)
 BW1198_MARKER: B = BOLT
 BW1198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1198_SP_SET: CONCRETE SLAB
 BW1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1198
 BW1198  HISTORY     - Date     Condition        Report By
 BW1198  HISTORY     - UNK      MONUMENTED       DOD
 BW1198  HISTORY     - 1966     GOOD             NGS
 BW1198
 BW1198                          STATION DESCRIPTION
 BW1198
 BW1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1198'17.75 MI SW FROM VIDALIA.
 BW1198'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1198'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1198'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 2.1 MILES
 BW1198'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, IN SECTION 59,
 BW1198'T 5 N, R 9 E, 257 FEET WEST OF THE CENTER LINE OF THE ROAD, ON THE
 BW1198'SOUTH BANK OF A NARROW BAYOU RUNNING THROUGH A STY, 125 FEET WEST OF A
 BW1198'LIGHT POLE, 125 FEET WEST OF A FENCE LINE, 18 FEET NORTH OF THE NORTH
 BW1198'SIDE OF A SMALL BARN, ABOUT 30 FEET BELOW THE LEVEL OF THE ROAD, A
 BW1198'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 BW1198'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A
 BW1198'BRASS CAP AND PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1197 ***********************************************************************
 BW1197  DESIGNATION -  78 DIETZE CAP
 BW1197  PID         -  BW1197
 BW1197  STATE/COUNTY-  LA/CONCORDIA
 BW1197  USGS QUAD   -  DEER PARK (1983)
 BW1197
 BW1197                         *CURRENT SURVEY CONTROL
 BW1197  ___________________________________________________________________
 BW1197* NAD 83(1986)-  31 23 18.     (N)    091 35 03.     (W)     SCALED    
 BW1197* NAVD 88     -        17.06   (+/-2cm)      56.0    (feet)  VERTCON   
 BW1197  ___________________________________________________________________
 BW1197  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BW1197
 BW1197  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1197
 BW1197.The horizontal coordinates were scaled from a topographic map and have
 BW1197.an estimated accuracy of +/- 6 seconds.
 BW1197
 BW1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1197.The vertical order pertains to the NGVD 29 superseded value.
 BW1197
 BW1197.The geoid height was determined by GEOID03.
 BW1197
 BW1197;                    North         East    Units  Estimated Accuracy
 BW1197;SPC LA N     -    98,860.    1,087,110.      MT  (+/- 180 meters Scaled)
 BW1197
 BW1197                          SUPERSEDED SURVEY CONTROL
 BW1197
 BW1197  NGVD 29 (??/??/92)   17.050  (m)           55.94   (f) ADJ UNCH    1 2
 BW1197
 BW1197.Superseded values are not recommended for survey control.
 BW1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1197.See file dsdata.txt to determine how the superseded data were derived.
 BW1197
 BW1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ346735(NAD 83)
 BW1197_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1197_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1197
 BW1197  HISTORY     - Date     Condition        Report By
 BW1197  HISTORY     - UNK      MONUMENTED       DOD
 BW1197  HISTORY     - 1966     GOOD             NGS
 BW1197
 BW1197                          STATION DESCRIPTION
 BW1197
 BW1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1197'17.75 MI SW FROM VIDALIA.
 BW1197'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1197'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1197'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 2.1 MILES
 BW1197'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, IN SECTION 59,
 BW1197'T 5 N, R 9 E, 257 FEET WEST OF THE CENTER LINE OF THE ROAD, ON THE
 BW1197'SOUTH BANK OF A NARROW BAYOU RUNNING THROUGH A STY, 125 FEET WEST OF A
 BW1197'LIGHT POLE, 125 FEET WEST OF A FENCE LINE, 18 FEET NORTH OF THE NORTH
 BW1197'SIDE OF A SMALL BARN, ABOUT 30 FEET BELOW THE LEVEL OF THE ROAD, A
 BW1197'4-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1190 ***********************************************************************
 BK1190  DESIGNATION -  78.0012 ATSFRR
 BK1190  PID         -  BK1190
 BK1190  STATE/COUNTY-  LA/ALLEN
 BK1190  USGS QUAD   -  OAKDALE (1993)
 BK1190
 BK1190                         *CURRENT SURVEY CONTROL
 BK1190  ___________________________________________________________________
 BK1190* NAD 83(1986)-  30 49 30.     (N)    092 42 17.     (W)     SCALED    
 BK1190* NAVD 88     -        37.62   (+/-2cm)     123.4    (feet)  VERTCON   
 BK1190  ___________________________________________________________________
 BK1190  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BK1190
 BK1190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1190
 BK1190.The horizontal coordinates were scaled from a topographic map and have
 BK1190.an estimated accuracy of +/- 6 seconds.
 BK1190
 BK1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1190.The vertical order pertains to the NGVD 29 superseded value.
 BK1190
 BK1190.The geoid height was determined by GEOID03.
 BK1190
 BK1190;                    North         East    Units  Estimated Accuracy
 BK1190;SPC LA S     -   258,510.      868,790.      MT  (+/- 180 meters Scaled)
 BK1190
 BK1190                          SUPERSEDED SURVEY CONTROL
 BK1190
 BK1190  NGVD 29 (??/??/??)   37.600  (m)          123.36   (f) ADJUSTED    2 0
 BK1190
 BK1190.Superseded values are not recommended for survey control.
 BK1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1190.See file dsdata.txt to determine how the superseded data were derived.
 BK1190
 BK1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ282102(NAD 83)
 BK1190_MARKER: Z = SEE DESCRIPTION
 BK1190_SETTING: 0 = UNSPECIFIED SETTING
 BK1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1190
 BK1190  HISTORY     - Date     Condition        Report By
 BK1190  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1190  HISTORY     - 1935     GOOD             CGS
 BK1190
 BK1190                          STATION DESCRIPTION
 BK1190
 BK1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1190'2.9 MI NW FROM OAKDALE.
 BK1190'2.9 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1190'THE STATION AT OAKDALE, ALLEN PARISH, AT STATION 4118+52, AND 10.5
 BK1190'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE TOP OF A VERTICAL
 BK1190'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0078 ***********************************************************************
 AU0078  DESIGNATION -  79
 AU0078  PID         -  AU0078
 AU0078  STATE/COUNTY-  LA/ST MARTIN
 AU0078  USGS QUAD   -  PIERRE PART (1980)
 AU0078
 AU0078                         *CURRENT SURVEY CONTROL
 AU0078  ___________________________________________________________________
 AU0078* NAD 83(1986)-  29 54 23.     (N)    091 12 51.     (W)     SCALED    
 AU0078* NAVD 88     -         1.465  (meters)       4.81   (feet)  ADJUSTED  
 AU0078  ___________________________________________________________________
 AU0078  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU0078  DYNAMIC HT  -           1.463 (meters)       4.80  (feet)  COMP
 AU0078  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 AU0078
 AU0078  VERT ORDER  -  FIRST     CLASS I
 AU0078
 AU0078.The horizontal coordinates were scaled from a topographic map and have
 AU0078.an estimated accuracy of +/- 6 seconds.
 AU0078
 AU0078.The orthometric height was determined by differential leveling
 AU0078.and adjusted by the National Geodetic Survey in February 1994..
 AU0078
 AU0078.The geoid height was determined by GEOID03.
 AU0078
 AU0078.The dynamic height is computed by dividing the NAVD 88
 AU0078.geopotential number by the normal gravity value computed on the
 AU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0078.degrees latitude (g = 980.6199 gals.).
 AU0078
 AU0078.The modeled gravity was interpolated from observed gravity values.
 AU0078
 AU0078;                    North         East    Units  Estimated Accuracy
 AU0078;SPC LA S     -   155,900.    1,011,510.      MT  (+/- 180 meters Scaled)
 AU0078
 AU0078                          SUPERSEDED SURVEY CONTROL
 AU0078
 AU0078  NGVD 29 (??/??/??)    1.525  (m)            5.00   (f) ADJUSTED    1 1
 AU0078
 AU0078.Superseded values are not recommended for survey control.
 AU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0078.See file dsdata.txt to determine how the superseded data were derived.
 AU0078
 AU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP724097(NAD 83)
 AU0078_MARKER: DD = SURVEY DISK
 AU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0078_STAMPING: M.S.L. 79 1952 C. OF E.
 AU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0078+STABILITY: SURFACE MOTION
 AU0078
 AU0078  HISTORY     - Date     Condition        Report By
 AU0078  HISTORY     - 1952     MONUMENTED       DOD
 AU0078  HISTORY     - 1964     GOOD             CGS
 AU0078  HISTORY     - 1976     GOOD             NGS
 AU0078
 AU0078                          STATION DESCRIPTION
 AU0078
 AU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AU0078'0.2 MI SE FROM BELLE RIVER.
 AU0078'ABOUT 0.2 MILE SOUTHEAST ALONG THE SOUTHWEST BANK OF BELLE RIVER FROM
 AU0078'THE SOUTH END OF A DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, 354
 AU0078'FEET NORTH OF THE CENTER LINE OF STATE ROAD 70 WHICH IS ON TOP OF A
 AU0078'LEVEE, 216 FEET EAST OF A 48-INCH OAK TREE, 151 FEET SOUTH SOUTHWEST
 AU0078'OF THE SOUTHWEST BANK OF BELLE RIVER, 82 FEET NORTH OF A POWER POLE
 AU0078'WITH A GUY WIRE, 85 FEET SOUTHEAST OF A TRIPLE FORKED OAK TREE 1.5
 AU0078'FEET WEST OF A WOODEN WITNESS POST, ABOUT 15 FEET BELOW THE LEVEL OF
 AU0078'THE TOP OF THE LEVEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AU0078'7 INCHES.
 AU0078
 AU0078                          STATION RECOVERY (1976)
 AU0078
 AU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0078'AT BELLE RIVER, 0.2 MILE SOUTH ALONG STATE HIGHWAY 70 FROM THE SOUTH
 AU0078'END OF A DRAWBRIDGE OVER THE BELLE RIVER, AT THE JUNCTION OF A
 AU0078'DRIVEWAY LEADING NORTHEAST, 206 FT NORTHEAST OF THE CENTER LINE OF
 AU0078'THE HIGHWAY, 55 FT SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 97
 AU0078'FT EAST OF A POWER LINE POLE AT THE SOUTH CORNER OF A HOUSE, 82.5 FT
 AU0078'WEST OF A POWER LINE POLE WITH TWO GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1188 ***********************************************************************
 BK1188  DESIGNATION -  79.0008 ATSFRR
 BK1188  PID         -  BK1188
 BK1188  STATE/COUNTY-  LA/ALLEN
 BK1188  USGS QUAD   -  OAKDALE (1993)
 BK1188
 BK1188                         *CURRENT SURVEY CONTROL
 BK1188  ___________________________________________________________________
 BK1188* NAD 83(1986)-  30 49 03.     (N)    092 41 23.     (W)     SCALED    
 BK1188* NAVD 88     -        31.19   (+/-2cm)     102.3    (feet)  VERTCON   
 BK1188  ___________________________________________________________________
 BK1188  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK1188
 BK1188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1188
 BK1188.The horizontal coordinates were scaled from a topographic map and have
 BK1188.an estimated accuracy of +/- 6 seconds.
 BK1188
 BK1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1188.The vertical order pertains to the NGVD 29 superseded value.
 BK1188
 BK1188.The geoid height was determined by GEOID03.
 BK1188
 BK1188;                    North         East    Units  Estimated Accuracy
 BK1188;SPC LA S     -   257,660.      870,210.      MT  (+/- 180 meters Scaled)
 BK1188
 BK1188                          SUPERSEDED SURVEY CONTROL
 BK1188
 BK1188  NGVD 29 (??/??/??)   31.170  (m)          102.26   (f) ADJUSTED    2 0
 BK1188
 BK1188.Superseded values are not recommended for survey control.
 BK1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1188.See file dsdata.txt to determine how the superseded data were derived.
 BK1188
 BK1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ296094(NAD 83)
 BK1188_MARKER: Z = SEE DESCRIPTION
 BK1188_SETTING: 0 = UNSPECIFIED SETTING
 BK1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1188
 BK1188  HISTORY     - Date     Condition        Report By
 BK1188  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1188  HISTORY     - 1935     GOOD             CGS
 BK1188
 BK1188                          STATION DESCRIPTION
 BK1188
 BK1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1188'1.9 MI NW FROM OAKDALE.
 BK1188'1.9 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1188'THE STATION AT OAKDALE, ALLEN PARISH, AT STATION 4171+28, AND 10.4
 BK1188'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE TOP OF A VERTICAL
 BK1188'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0526 ***********************************************************************
 AT0526  DESIGNATION -  798900 USE
 AT0526  PID         -  AT0526
 AT0526  STATE/COUNTY-  LA/PLAQUEMINES
 AT0526  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0526
 AT0526                         *CURRENT SURVEY CONTROL
 AT0526  ___________________________________________________________________
 AT0526* NAD 83(1986)-  28 57 29.     (N)    089 23 13.     (W)     SCALED    
 AT0526* NAVD 88     -         2.62   (+/-2cm)       8.6    (feet)  VERTCON   
 AT0526  ___________________________________________________________________
 AT0526  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AT0526
 AT0526  VERT ORDER  -  SECOND    CLASS I (See Below)
 AT0526
 AT0526.The horizontal coordinates were scaled from a topographic map and have
 AT0526.an estimated accuracy of +/- 6 seconds.
 AT0526
 AT0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0526.The vertical order pertains to the NGVD 29 superseded value.
 AT0526
 AT0526.The geoid height was determined by GEOID03.
 AT0526
 AT0526;                    North         East    Units  Estimated Accuracy
 AT0526;SPC LA S     -    52,390.    1,189,740.      MT  (+/- 180 meters Scaled)
 AT0526
 AT0526                          SUPERSEDED SURVEY CONTROL
 AT0526
 AT0526  NGVD 29 (??/??/??)    2.683  (m)            8.80   (f) ADJUSTED    2 1
 AT0526
 AT0526.Superseded values are not recommended for survey control.
 AT0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0526.See file dsdata.txt to determine how the superseded data were derived.
 AT0526
 AT0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT673056(NAD 83)
 AT0526_MARKER: DD = SURVEY DISK
 AT0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT0526_SP_SET: PIPE
 AT0526_STAMPING: 798900
 AT0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0526
 AT0526  HISTORY     - Date     Condition        Report By
 AT0526  HISTORY     - UNK      MONUMENTED       USE
 AT0526  HISTORY     - 1977     GOOD             NGS
 AT0526
 AT0526                          STATION DESCRIPTION
 AT0526
 AT0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AT0526'0.85 MI SW FROM BURRWOOD.
 AT0526'ABOUT 0.85 MILE SOUTHWEST ALONG THE SOUTHWEST PASS FROM THE
 AT0526'ABANDONED CONCRETE WATER TOWER AT THE ABANDONED TOWN OF BURRWOOD,
 AT0526'LOCATED UNDER SURVEY TOWER 24, ON THE LEFT BANK OF THE SOUTHWEST
 AT0526'PASS, APPROXIMATELY AT MILE 15.55 BHP, THE TOWER SETS ABOUT 90
 AT0526'FEET LANDSIDE OF THE TOP OF THE BANK OF THE PASS AND ABOUT
 AT0526'950 FEET SOUTH OF A GROUP OF ABANDONED METAL TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2998 ***********************************************************************
 CQ2998  DESIGNATION -  7A002
 CQ2998  PID         -  CQ2998
 CQ2998  STATE/COUNTY-  LA/BIENVILLE
 CQ2998  USGS QUAD   -  GIBSLAND (1986)
 CQ2998
 CQ2998                         *CURRENT SURVEY CONTROL
 CQ2998  ___________________________________________________________________
 CQ2998* NAD 83(1992)-  32 33 43.94521(N)    093 02 03.19315(W)     ADJUSTED  
 CQ2998* NAVD 88     -       111.6    (meters)     366.     (feet)  VERTCON   
 CQ2998  ___________________________________________________________________
 CQ2998  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CQ2998  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2998
 CQ2998  HORZ ORDER  -  FIRST
 CQ2998
 CQ2998.The horizontal coordinates were established by classical geodetic methods
 CQ2998.and adjusted by the National Geodetic Survey in January 1993..
 CQ2998
 CQ2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2998
 CQ2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2998
 CQ2998.The geoid height was determined by GEOID03.
 CQ2998
 CQ2998;                    North         East     Units Scale Factor Converg.
 CQ2998;SPC LA N     -   228,776.378   949,831.609   MT  0.99997785   -0 16 56.8
 CQ2998;SPC LA N     -   750,577.17  3,116,239.20   sFT  0.99997785   -0 16 56.8
 CQ2998;UTM  15      - 3,602,755.387   496,787.586   MT  0.99960013   -0 01 06.3
 CQ2998
 CQ2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2998!SPC LA N     -   0.99998651  x   0.99997785  =   0.99996436
 CQ2998!UTM  15      -   0.99998651  x   0.99960013  =   0.99958665
 CQ2998
 CQ2998:                Primary Azimuth Mark                     Grid Az
 CQ2998:SPC LA N     -  7 A 001                                  273 01 26.4
 CQ2998:UTM  15      -  7 A 001                                  272 45 35.9
 CQ2998
 CQ2998|---------------------------------------------------------------------|
 CQ2998| PID    Reference Object                     Distance      Geod. Az  |
 CQ2998|                                                           dddmmss.s |
 CQ2998| CQ2994 7 A 001                             APPROX. 1.9 KM 2724429.6 |
 CQ2998|---------------------------------------------------------------------|
 CQ2998
 CQ2998                          SUPERSEDED SURVEY CONTROL
 CQ2998
 CQ2998  NAD 83(1986)-  32 33 43.95817(N)    093 02 03.18378(W) AD(       ) 1
 CQ2998  NAD 27      -  32 33 43.41168(N)    093 02 02.60169(W) AD(       ) 1
 CQ2998  NGVD 29 (07/19/86)  111.7    (m)          366.     (f) VERT ANG       
 CQ2998
 CQ2998.Superseded values are not recommended for survey control.
 CQ2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2998.See file dsdata.txt to determine how the superseded data were derived.
 CQ2998
 CQ2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9678802755(NAD 83)
 CQ2998_MARKER: DD = SURVEY DISK
 CQ2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2998+STABILITY: SURFACE MOTION
 CQ2998
 CQ2998  HISTORY     - Date     Condition        Report By
 CQ2998  HISTORY     - 1966     MONUMENTED       LADH
 CQ2998  HISTORY     - 1970     GOOD             USAF
 CQ2998
 CQ2998                          STATION DESCRIPTION
 CQ2998
 CQ2998'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ2998'THIS STATION IS EAST ALONG INTERSTATE 20, 14.85 MILES FROM
 CQ2998'THE SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ2998'20, 112.02 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 CQ2998'LANE OF INTERSTATE 20, 1.28 FEET NORTH OF A METAL WITNESS
 CQ2998'POST AND SIGN, 244.73 FEET NORTHWEST OF THE GIBSLAND OVERPASS
 CQ2998'EXIT SIGN ON NORTHSIDE OF HIGHWAY, 52.70 FEET SOUTHEAST OF
 CQ2998'RIGHT OF WAY MARKER IN RIGHT OF WAY FENCE CORNER, 91.35
 CQ2998'FEET SOUTHEAST OF RIGHT OF WAY FENCE CORNER AND MARKER,
 CQ2998'THESE MARKS ARE ON AN OFFSET FENCE.
 CQ2998'
 CQ2998'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2998'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ2998'GROUND.  THE STATION IS STAMPED 7A002.
 CQ2998'
 CQ2998'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ2998'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ2998'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH
 CQ2998'ALONG LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS ON
 CQ2998'INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 15.65
 CQ2998'MILES TO STATION SET NORTH OF HIGHWAY.
 CQ2998
 CQ2998                          STATION RECOVERY (1970)
 CQ2998
 CQ2998'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2998'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CQ2998'
 CQ2998'ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2999 ***********************************************************************
 CQ2999  DESIGNATION -  7A003
 CQ2999  PID         -  CQ2999
 CQ2999  STATE/COUNTY-  LA/BIENVILLE
 CQ2999  USGS QUAD   -  GIBSLAND (1986)
 CQ2999
 CQ2999                         *CURRENT SURVEY CONTROL
 CQ2999  ___________________________________________________________________
 CQ2999* NAD 83(1992)-  32 33 38.61795(N)    093 01 08.24293(W)     ADJUSTED  
 CQ2999* NAVD 88     -       129.5    (meters)     425.     (feet)  VERTCON   
 CQ2999  ___________________________________________________________________
 CQ2999  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CQ2999  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2999
 CQ2999  HORZ ORDER  -  SECOND
 CQ2999
 CQ2999.The horizontal coordinates were established by classical geodetic methods
 CQ2999.and adjusted by the National Geodetic Survey in January 1993..
 CQ2999
 CQ2999.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2999
 CQ2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2999
 CQ2999.The geoid height was determined by GEOID03.
 CQ2999
 CQ2999;                    North         East     Units Scale Factor Converg.
 CQ2999;SPC LA N     -   228,605.314   951,264.242   MT  0.99997756   -0 16 27.7
 CQ2999;SPC LA N     -   750,015.93  3,120,939.43   sFT  0.99997756   -0 16 27.7
 CQ2999;UTM  15      - 3,602,590.991   498,220.452   MT  0.99960004   -0 00 36.7
 CQ2999
 CQ2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2999!SPC LA N     -   0.99998370  x   0.99997756  =   0.99996126
 CQ2999!UTM  15      -   0.99998370  x   0.99960004  =   0.99958375
 CQ2999
 CQ2999:                Primary Azimuth Mark                     Grid Az
 CQ2999:SPC LA N     -  7A004 LADH 1966                          080 12 23.2
 CQ2999:UTM  15      -  7A004 LADH 1966                          079 56 32.2
 CQ2999
 CQ2999|---------------------------------------------------------------------|
 CQ2999| PID    Reference Object                     Distance      Geod. Az  |
 CQ2999|                                                           dddmmss.s |
 CQ2999| CQ2954 7A004 LADH 1966                     APPROX. 2.1 KM 0795555.5 |
 CQ2999|---------------------------------------------------------------------|
 CQ2999
 CQ2999                          SUPERSEDED SURVEY CONTROL
 CQ2999
 CQ2999  NAD 83(1986)-  32 33 38.63090(N)    093 01 08.23364(W) AD(       ) 2
 CQ2999  NAD 27      -  32 33 38.08420(N)    093 01 07.65372(W) AD(       ) 2
 CQ2999  NGVD 29 (07/19/86)  129.6    (m)          425.     (f) VERT ANG       
 CQ2999
 CQ2999.Superseded values are not recommended for survey control.
 CQ2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2999.See file dsdata.txt to determine how the superseded data were derived.
 CQ2999
 CQ2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9822002591(NAD 83)
 CQ2999_MARKER: DD = SURVEY DISK
 CQ2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2999+STABILITY: SURFACE MOTION
 CQ2999
 CQ2999  HISTORY     - Date     Condition        Report By
 CQ2999  HISTORY     - 1966     MONUMENTED       LADH
 CQ2999  HISTORY     - 1970     GOOD             USAF
 CQ2999
 CQ2999                          STATION DESCRIPTION
 CQ2999
 CQ2999'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ2999'THIS STATION IS EAST ALONG INTERSTATE 20, 15.77 MILES FROM
 CQ2999'THE SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ2999'20, 94.40 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CQ2999'LANE OF INTERSTATE 20, 1.43 FEET SOUTH OF A METAL WITNESS POST
 CQ2999'AND SIGN, 114.48 FEET NORTHWEST OF RIGHT OF WAY MARKER IN
 CQ2999'SOUTH RIGHT OF WAY FENCE, 57.00 FEET NORTHWEST OF A 20 INCH
 CQ2999'OAK TREE WITH THREE TRUNKS AND 54.75 FEET NORTH OF A 20
 CQ2999'INCH OAK TREE WITH A RING AROUND THE TRUNK.
 CQ2999'
 CQ2999'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2999'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ2999'GROUND.
 CQ2999'
 CQ2999'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ2999'IN MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR
 CQ2999'0.10 MILE TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH
 CQ2999'ALONG LA HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS ON
 CQ2999'INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 16.57
 CQ2999'MILES TO STATION SET SOUTH OF HIGHWAY.
 CQ2999'
 CQ2999'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2999
 CQ2999                          STATION RECOVERY (1970)
 CQ2999
 CQ2999'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2999'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CQ2999'
 CQ2999'ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2954 ***********************************************************************
 CQ2954  DESIGNATION -  7A004 LADH 1966
 CQ2954  PID         -  CQ2954
 CQ2954  STATE/COUNTY-  LA/BIENVILLE
 CQ2954  USGS QUAD   -  ARCADIA (1994)
 CQ2954
 CQ2954                         *CURRENT SURVEY CONTROL
 CQ2954  ___________________________________________________________________
 CQ2954* NAD 83(1992)-  32 33 50.63884(N)    092 59 48.24487(W)     ADJUSTED  
 CQ2954* NAVD 88     -       124.6    (meters)     409.     (feet)  VERTCON   
 CQ2954  ___________________________________________________________________
 CQ2954  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CQ2954  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2954
 CQ2954  HORZ ORDER  -  SECOND
 CQ2954
 CQ2954.The horizontal coordinates were established by classical geodetic methods
 CQ2954.and adjusted by the National Geodetic Survey in January 1993..
 CQ2954
 CQ2954.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2954
 CQ2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2954
 CQ2954.The geoid height was determined by GEOID03.
 CQ2954
 CQ2954;                    North         East     Units Scale Factor Converg.
 CQ2954;SPC LA N     -   228,965.822   953,352.787   MT  0.99997822   -0 15 45.4
 CQ2954;SPC LA N     -   751,198.70  3,127,791.60   sFT  0.99997822   -0 15 45.4
 CQ2954;UTM  15      - 3,602,960.988   500,306.523   MT  0.99960000   +0 00 06.3
 CQ2954
 CQ2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2954!SPC LA N     -   0.99998447  x   0.99997822  =   0.99996269
 CQ2954!UTM  15      -   0.99998447  x   0.99960000  =   0.99958448
 CQ2954
 CQ2954:                Primary Azimuth Mark                     Grid Az
 CQ2954:SPC LA N     -  COBB                                     130 40 19.8
 CQ2954:UTM  15      -  COBB                                     130 24 28.1
 CQ2954
 CQ2954|---------------------------------------------------------------------|
 CQ2954| PID    Reference Object                     Distance      Geod. Az  |
 CQ2954|                                                           dddmmss.s |
 CQ2954| CQ2948 COBB                                APPROX. 4.4 KM 1302434.4 |
 CQ2954|---------------------------------------------------------------------|
 CQ2954
 CQ2954                          SUPERSEDED SURVEY CONTROL
 CQ2954
 CQ2954  NAD 83(1986)-  32 33 50.65179(N)    092 59 48.23558(W) AD(       ) 2
 CQ2954  NAD 27      -  32 33 50.10548(N)    092 59 47.65807(W) AD(       ) 2
 CQ2954  NGVD 29 (07/19/86)  124.7    (m)          409.     (f) VERT ANG       
 CQ2954
 CQ2954.Superseded values are not recommended for survey control.
 CQ2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2954.See file dsdata.txt to determine how the superseded data were derived.
 CQ2954
 CQ2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0030702961(NAD 83)
 CQ2954_MARKER: DD = SURVEY DISK
 CQ2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2954+STABILITY: SURFACE MOTION
 CQ2954
 CQ2954  HISTORY     - Date     Condition        Report By
 CQ2954  HISTORY     - 1966     MONUMENTED       LADH
 CQ2954  HISTORY     - 1970     GOOD             USAF
 CQ2954
 CQ2954                          STATION DESCRIPTION
 CQ2954
 CQ2954'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JLB)
 CQ2954'THIS STATION IS EAST ALONG INTERSTATE 20, 17.13 MILES FROM
 CQ2954'THE SIBLEY OVERPASS AND INTERCHANGE ON LA HWY 7 OVER INTERSTATE
 CQ2954'20.  157.39 FEET NORTH OF CENTERLINE ON WEST BOUND LANE OF
 CQ2954'INTERSTATE 20, 1.59 FEET NORTH OF A METAL WITNESS POST AND
 CQ2954'SIGN, 158.90 FEET NORTHWEST OF RIGHT OF WAY MARKER IN RIGHT
 CQ2954'OF WAY FENCE CORNER, AND 40.80 FEET SOUTH OF NORTH RIGHT
 CQ2954'OF WAY FENCE LINE.
 CQ2954'
 CQ2954'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2954'CONCRETE POST PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 CQ2954'GROUND.  STATION IS STAMPED 7A004.
 CQ2954'
 CQ2954'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE
 CQ2954'IN MINDEN, LA., FOLLOW U.S. HWY 79 AND 80 WEST FOR 0.10
 CQ2954'MILE TO INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG LA
 CQ2954'HWY 7 FOR 1.71 MILES TO THE SIBLEY OVERPASS ON INTERSTATE
 CQ2954'20, THENCE EAST ALONG INTERSTATE 20 FOR 17.93 MILES TO STATION
 CQ2954'SET NORTH OF HIGHWAY.
 CQ2954'
 CQ2954'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2954
 CQ2954                          STATION RECOVERY (1970)
 CQ2954
 CQ2954'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2954'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CQ2954'
 CQ2954'ROUTE DESCRIPTION WAS ADEQUATE.
 CQ2954'
 CQ2954'RECOVERED BY USAF, 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2947 ***********************************************************************
 CQ2947  DESIGNATION -  7B001 LADH 1966
 CQ2947  PID         -  CQ2947
 CQ2947  STATE/COUNTY-  LA/BIENVILLE
 CQ2947  USGS QUAD   -  ARCADIA (1994)
 CQ2947
 CQ2947                         *CURRENT SURVEY CONTROL
 CQ2947  ___________________________________________________________________
 CQ2947* NAD 83(1992)-  32 34 02.57155(N)    092 56 52.42387(W)     ADJUSTED  
 CQ2947* NAVD 88     -       126.4    (meters)     415.     (feet)  VERTCON   
 CQ2947  ___________________________________________________________________
 CQ2947  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CQ2947  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2947
 CQ2947  HORZ ORDER  -  SECOND
 CQ2947
 CQ2947.The horizontal coordinates were established by classical geodetic methods
 CQ2947.and adjusted by the National Geodetic Survey in January 1993..
 CQ2947
 CQ2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2947
 CQ2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2947
 CQ2947.The geoid height was determined by GEOID03.
 CQ2947
 CQ2947;                    North         East     Units Scale Factor Converg.
 CQ2947;SPC LA N     -   229,313.405   957,940.653   MT  0.99997887   -0 14 12.5
 CQ2947;SPC LA N     -   752,339.06  3,142,843.63   sFT  0.99997887   -0 14 12.5
 CQ2947;UTM  15      - 3,603,329.616   504,890.999   MT  0.99960029   +0 01 41.0
 CQ2947
 CQ2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2947!SPC LA N     -   0.99998419  x   0.99997887  =   0.99996306
 CQ2947!UTM  15      -   0.99998419  x   0.99960029  =   0.99958448
 CQ2947
 CQ2947:                Primary Azimuth Mark                     Grid Az
 CQ2947:SPC LA N     -  7B002 LADH 1966                          089 10 54.3
 CQ2947:UTM  15      -  7B002 LADH 1966                          088 55 00.8
 CQ2947
 CQ2947|---------------------------------------------------------------------|
 CQ2947| PID    Reference Object                     Distance      Geod. Az  |
 CQ2947|                                                           dddmmss.s |
 CQ2947| CQ2951 7B002 LADH 1966                     APPROX. 1.3 KM 0885641.8 |
 CQ2947|---------------------------------------------------------------------|
 CQ2947
 CQ2947                          SUPERSEDED SURVEY CONTROL
 CQ2947
 CQ2947  NAD 83(1986)-  32 34 02.58454(N)    092 56 52.41465(W) AD(       ) 2
 CQ2947  NAD 27      -  32 34 02.03919(N)    092 56 51.84293(W) AD(       ) 2
 CQ2947  NGVD 29 (07/19/86)  126.5    (m)          415.     (f) VERT ANG       
 CQ2947
 CQ2947.Superseded values are not recommended for survey control.
 CQ2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2947.See file dsdata.txt to determine how the superseded data were derived.
 CQ2947
 CQ2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0489103330(NAD 83)
 CQ2947_MARKER: DD = SURVEY DISK
 CQ2947_SETTING: 0 = UNSPECIFIED SETTING
 CQ2947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2947
 CQ2947  HISTORY     - Date     Condition        Report By
 CQ2947  HISTORY     - 1966     MONUMENTED       LADH
 CQ2947  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 CQ2947
 CQ2947                          STATION DESCRIPTION
 CQ2947
 CQ2947'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2947'STATION IS SET IN THE NORTHWEST CORNER OF THE HOMER (LA
 CQ2947'HIGHWAY 9) OVERPASS AND INTERCHANGE ON INTERSTATE 20 AND IS
 CQ2947'MARKED BY A STANDARD BRONZE DISK SET IN THE ROADWAY (IN THE
 CQ2947'ABUTMENT 2.90 FEET EAST OF THE WEST CURB ON THE OVERPASS).
 CQ2947'STATION IS 8.23 FEET SOUTHEAST OF A METAL WITNESS POST AND
 CQ2947'SIGN.  STATION IS STAMPED 7B001.
 CQ2947'
 CQ2947'TO REACH THIS STATION FROM THE BIENVILLE PARISH COURTHOUSE IN
 CQ2947'ARCADIA, LOUISIANA, FOLLOW ALONG SOUTH BEECH STREET NORTH
 CQ2947'FOR 0.28 MILE TO THE INTERSECTION WITH SECOND STREET (ALSO U.S.
 CQ2947'HIGHWAY 80), THENCE WEST ALONG U.S. HIGHWAY 80 OR SECOND
 CQ2947'STREET, FOR 1.36 MILES TO THE EXIT TO LA HIGHWAY 9 AND
 CQ2947'INTERSTATE 20, THENCE NORTH ALONG LA HIGHWAY 9 FOR 0.54 MILE
 CQ2947'TO STATION SET IN THE NORTHWEST CORNER OF THE HOMER (LA HIGHWAY
 CQ2947'9) OVERPASS AND INTERCHANGE ON INTERSTATE 20.
 CQ2947'
 CQ2947'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2947
 CQ2947                          STATION RECOVERY (2004)
 CQ2947
 CQ2947'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 CQ2947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2951 ***********************************************************************
 CQ2951  DESIGNATION -  7B002 LADH 1966
 CQ2951  PID         -  CQ2951
 CQ2951  STATE/COUNTY-  LA/BIENVILLE
 CQ2951  USGS QUAD   -  ARCADIA (1994)
 CQ2951
 CQ2951                         *CURRENT SURVEY CONTROL
 CQ2951  ___________________________________________________________________
 CQ2951* NAD 83(1992)-  32 34 03.36798(N)    092 56 01.16660(W)     ADJUSTED  
 CQ2951* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 CQ2951  ___________________________________________________________________
 CQ2951  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ2951  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2951
 CQ2951  HORZ ORDER  -  SECOND
 CQ2951
 CQ2951.The horizontal coordinates were established by classical geodetic methods
 CQ2951.and adjusted by the National Geodetic Survey in January 1993..
 CQ2951
 CQ2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2951
 CQ2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2951
 CQ2951.The geoid height was determined by GEOID03.
 CQ2951
 CQ2951;                    North         East     Units Scale Factor Converg.
 CQ2951;SPC LA N     -   229,332.500   959,277.766   MT  0.99997891   -0 13 45.4
 CQ2951;SPC LA N     -   752,401.71  3,147,230.47   sFT  0.99997891   -0 13 45.4
 CQ2951;UTM  15      - 3,603,354.884   506,227.504   MT  0.99960048   +0 02 08.6
 CQ2951
 CQ2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2951!SPC LA N     -   0.99998469  x   0.99997891  =   0.99996360
 CQ2951!UTM  15      -   0.99998469  x   0.99960048  =   0.99958518
 CQ2951
 CQ2951:                Primary Azimuth Mark                     Grid Az
 CQ2951:SPC LA N     -  7B001 LADH 1966                          269 10 54.8
 CQ2951:UTM  15      -  7B001 LADH 1966                          268 55 00.8
 CQ2951
 CQ2951|---------------------------------------------------------------------|
 CQ2951| PID    Reference Object                     Distance      Geod. Az  |
 CQ2951|                                                           dddmmss.s |
 CQ2951| CQ2947 7B001 LADH 1966                     APPROX. 1.3 KM 2685709.4 |
 CQ2951|---------------------------------------------------------------------|
 CQ2951
 CQ2951                          SUPERSEDED SURVEY CONTROL
 CQ2951
 CQ2951  NAD 83(1986)-  32 34 03.38100(N)    092 56 01.15739(W) AD(       ) 2
 CQ2951  NAD 27      -  32 34 02.83594(N)    092 56 00.58765(W) AD(       ) 2
 CQ2951  NGVD 29 (07/19/86)  123.3    (m)          405.     (f) VERT ANG       
 CQ2951
 CQ2951.Superseded values are not recommended for survey control.
 CQ2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2951.See file dsdata.txt to determine how the superseded data were derived.
 CQ2951
 CQ2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0622803355(NAD 83)
 CQ2951_MARKER: DD = SURVEY DISK
 CQ2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2951+STABILITY: SURFACE MOTION
 CQ2951
 CQ2951  HISTORY     - Date     Condition        Report By
 CQ2951  HISTORY     - 1966     MONUMENTED       LADH
 CQ2951  HISTORY     - 1976     GOOD             LADTD
 CQ2951  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 CQ2951
 CQ2951                          STATION DESCRIPTION
 CQ2951
 CQ2951'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2951'THIS STATION IS EAST ALONG INTERSTATE 20, 0.69 MILE FROM
 CQ2951'THE HOMER (LA HIGHWAY 9) OVERPASS AND INTERCHANGE.  99.00
 CQ2951'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE
 CQ2951'20, 1.51 FEET WEST OF A METAL WITNESS POST AND SIGN, 10.80
 CQ2951'FEET SOUTH OF A 6 FOOT CHAIN FENCE AROUND A FOOTBALL FIELD,
 CQ2951'155.00 FEET SOUTHWEST OF A RIGHT OF WAY MARKER.  STATION IS
 CQ2951'0.09 MILE EAST OF OVERPASS ON PARISH ROAD.
 CQ2951'
 CQ2951'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2951'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ2951'STATION IS STAMPED 7B002.
 CQ2951'
 CQ2951'TO REACH THIS STATION FROM THE BIENVILLE PARISH COURTHOUSE
 CQ2951'IN ARCADIA, LOUISIANA, FOLLOW ALONG SOUTH BEECH STREET NORTH
 CQ2951'FOR 0.28 MILE TO THE INTERSECTION WITH SECOND STREET (ALSO
 CQ2951'U.S. HIGHWAY 80) THENCE WEST ALONG U.S. HIGHWAY 80, OR SECOND
 CQ2951'STREET, FOR 1.36 MILES TO THE EXIT TO LA HIGHWAY 9 AND INTERSTATE
 CQ2951'20, THENCE NORTH ALONG LA HIGHWAY 9 FOR 0.54 MILE TO THE HOMER
 CQ2951'(LA HIGHWAY 9) OVERPASS AND INTERCHANGE ON INTERSTATE 20,
 CQ2951'THENCE EAST ALONG INTERSTATE 20 FOR 0.69 MILE TO STATION SET
 CQ2951'NORTH OF HIGHWAY.
 CQ2951'
 CQ2951'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2951
 CQ2951                          STATION RECOVERY (1976)
 CQ2951
 CQ2951'RECOVERY NOTE BY LA TRANSP AND DEV 1976 (BDC)
 CQ2951'USC AND GS LA DEPT OF HWYS 7B002 RECOVERED GOOD.
 CQ2951'
 CQ2951'DESCRIPTION IS ADEQUATE.
 CQ2951'
 CQ2951'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTH OF
 CQ2951'ARCADIA.
 CQ2951
 CQ2951                          STATION RECOVERY (2004)
 CQ2951
 CQ2951'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 CQ2951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2952 ***********************************************************************
 CQ2952  DESIGNATION -  7B003 LADH 1966
 CQ2952  PID         -  CQ2952
 CQ2952  STATE/COUNTY-  LA/BIENVILLE
 CQ2952  USGS QUAD   -  ARCADIA (1994)
 CQ2952
 CQ2952                         *CURRENT SURVEY CONTROL
 CQ2952  ___________________________________________________________________
 CQ2952* NAD 83(1992)-  32 33 49.67449(N)    092 54 35.85373(W)     ADJUSTED  
 CQ2952* NAVD 88     -       116.8    (meters)     383.     (feet)  VERTCON   
 CQ2952  ___________________________________________________________________
 CQ2952  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CQ2952  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2952
 CQ2952  HORZ ORDER  -  SECOND
 CQ2952
 CQ2952.The horizontal coordinates were established by classical geodetic methods
 CQ2952.and adjusted by the National Geodetic Survey in January 1993..
 CQ2952
 CQ2952.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2952
 CQ2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2952
 CQ2952.The geoid height was determined by GEOID03.
 CQ2952
 CQ2952;                    North         East     Units Scale Factor Converg.
 CQ2952;SPC LA N     -   228,902.027   961,501.502   MT  0.99997816   -0 13 00.3
 CQ2952;SPC LA N     -   750,989.40  3,154,526.18   sFT  0.99997816   -0 13 00.3
 CQ2952;UTM  15      - 3,602,934.863   508,452.367   MT  0.99960088   +0 02 54.5
 CQ2952
 CQ2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2952!SPC LA N     -   0.99998569  x   0.99997816  =   0.99996385
 CQ2952!UTM  15      -   0.99998569  x   0.99960088  =   0.99958658
 CQ2952
 CQ2952:                Primary Azimuth Mark                     Grid Az
 CQ2952:SPC LA N     -  7B002 LADH 1966                          280 57 21.5
 CQ2952:UTM  15      -  7B002 LADH 1966                          280 41 26.7
 CQ2952
 CQ2952|---------------------------------------------------------------------|
 CQ2952| PID    Reference Object                     Distance      Geod. Az  |
 CQ2952|                                                           dddmmss.s |
 CQ2952| CQ2951 7B002 LADH 1966                     APPROX. 2.3 KM 2804421.2 |
 CQ2952|---------------------------------------------------------------------|
 CQ2952
 CQ2952                          SUPERSEDED SURVEY CONTROL
 CQ2952
 CQ2952  NAD 83(1986)-  32 33 49.68756(N)    092 54 35.84455(W) AD(       ) 2
 CQ2952  NAD 27      -  32 33 49.14282(N)    092 54 35.27771(W) AD(       ) 2
 CQ2952  NGVD 29 (07/19/86)  116.9    (m)          384.     (f) VERT ANG       
 CQ2952
 CQ2952.Superseded values are not recommended for survey control.
 CQ2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2952.See file dsdata.txt to determine how the superseded data were derived.
 CQ2952
 CQ2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0845202935(NAD 83)
 CQ2952_MARKER: DD = SURVEY DISK
 CQ2952_SETTING: 0 = UNSPECIFIED SETTING
 CQ2952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2952
 CQ2952  HISTORY     - Date     Condition        Report By
 CQ2952  HISTORY     - 1966     MONUMENTED       LADH
 CQ2952  HISTORY     - 1976     SEE DESCRIPTION  LADTD
 CQ2952  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 CQ2952
 CQ2952                          STATION DESCRIPTION
 CQ2952
 CQ2952'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2952'STATION IS SET IN THE NORTHWEST CORNER OF THE LA HIGHWAY 151
 CQ2952'OVERPASS AND INTERCHANGE ON INTERSTATE 20 AND IS MARKED BY
 CQ2952'A STANDARD BRONZE DISK SET IN THE ROADWAY (IN THE ABUTMENT
 CQ2952'3.63 FEET EAST OF THE WEST CURB OF THE OVERPASS).  STATION
 CQ2952'IS 7.52 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ2952'STATION IS STAMPED 7B003.
 CQ2952'
 CQ2952'TO REACH THIS STATION FROM THE BIENVILLE PARISH COURTHOUSE
 CQ2952'IN ARCADIA, LOUISIANA, FOLLOW ALONG SOUTH BEECH STREET NORTH
 CQ2952'FOR 0.28 MILE TO THE INTERSECTION WITH SECOND STREET (ALSO
 CQ2952'U.S. HIGHWAY 80) THENCE WEST ALONG U.S. HIGHWAY 80, OR SECOND
 CQ2952'STREET, FOR 1.36 MILES TO THE EXIT TO LA HIGHWAY 9 AND INTERSTATE
 CQ2952'20, THENCE NORTH ALONG LA HIGHWAY 9 FOR 0.54 MILE TO THE
 CQ2952'HOMER (LA HIGHWAY 9) OVERPASS AND INTERCHANGE ON INTERSTATE
 CQ2952'20, THENCE EAST ALONG INTERSTATE 20 FOR 1.91 MILES TO STATION
 CQ2952'SET IN NORTHWEST CORNER OF OVERPASS.
 CQ2952'
 CQ2952'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2952
 CQ2952                          STATION RECOVERY (1976)
 CQ2952
 CQ2952'RECOVERY NOTE BY LA TRANSP AND DEV 1976 (BDC)
 CQ2952'USC AND GS LA DEPT OF HWYS 7B003 RECOVERED GOOD.
 CQ2952'
 CQ2952'DESCRIPTION IS ADEQUATE.
 CQ2952'
 CQ2952'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTH OF
 CQ2952'ARCADIN.
 CQ2952
 CQ2952                          STATION RECOVERY (2004)
 CQ2952
 CQ2952'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 CQ2952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2953 ***********************************************************************
 CQ2953  DESIGNATION -  7B004 LADH 1966
 CQ2953  PID         -  CQ2953
 CQ2953  STATE/COUNTY-  LA/LINCOLN
 CQ2953  USGS QUAD   -  ARCADIA (1994)
 CQ2953
 CQ2953                         *CURRENT SURVEY CONTROL
 CQ2953  ___________________________________________________________________
 CQ2953* NAD 83(1992)-  32 33 24.04648(N)    092 52 43.42397(W)     ADJUSTED  
 CQ2953* NAVD 88     -       113.8    (meters)     373.     (feet)  VERTCON   
 CQ2953  ___________________________________________________________________
 CQ2953  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CQ2953  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2953
 CQ2953  HORZ ORDER  -  SECOND
 CQ2953
 CQ2953.The horizontal coordinates were established by classical geodetic methods
 CQ2953.and adjusted by the National Geodetic Survey in January 1993..
 CQ2953
 CQ2953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2953
 CQ2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2953
 CQ2953.The geoid height was determined by GEOID03.
 CQ2953
 CQ2953;                    North         East     Units Scale Factor Converg.
 CQ2953;SPC LA N     -   228,101.917   964,431.526   MT  0.99997677   -0 12 00.8
 CQ2953;SPC LA N     -   748,364.37  3,164,139.10   sFT  0.99997677   -0 12 00.8
 CQ2953;UTM  15      - 3,602,148.627   511,384.961   MT  0.99960160   +0 03 54.9
 CQ2953
 CQ2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2953!SPC LA N     -   0.99998617  x   0.99997677  =   0.99996294
 CQ2953!UTM  15      -   0.99998617  x   0.99960160  =   0.99958777
 CQ2953
 CQ2953:                Primary Azimuth Mark                     Grid Az
 CQ2953:SPC LA N     -  7B003 LADH 1966                          285 16 25.3
 CQ2953:UTM  15      -  7B003 LADH 1966                          285 00 29.6
 CQ2953
 CQ2953|---------------------------------------------------------------------|
 CQ2953| PID    Reference Object                     Distance      Geod. Az  |
 CQ2953|                                                           dddmmss.s |
 CQ2953| CQ2952 7B003 LADH 1966                     APPROX. 3.0 KM 2850424.5 |
 CQ2953|---------------------------------------------------------------------|
 CQ2953
 CQ2953                          SUPERSEDED SURVEY CONTROL
 CQ2953
 CQ2953  NAD 83(1986)-  32 33 24.05960(N)    092 52 43.41481(W) AD(       ) 2
 CQ2953  NAD 27      -  32 33 23.51523(N)    092 52 42.85156(W) AD(       ) 2
 CQ2953  NGVD 29 (07/19/86)  113.9    (m)          374.     (f) VERT ANG       
 CQ2953
 CQ2953.Superseded values are not recommended for survey control.
 CQ2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2953.See file dsdata.txt to determine how the superseded data were derived.
 CQ2953
 CQ2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1138502149(NAD 83)
 CQ2953_MARKER: DD = SURVEY DISK
 CQ2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2953+STABILITY: SURFACE MOTION
 CQ2953
 CQ2953  HISTORY     - Date     Condition        Report By
 CQ2953  HISTORY     - 1966     MONUMENTED       LADH
 CQ2953  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 CQ2953
 CQ2953                          STATION DESCRIPTION
 CQ2953
 CQ2953'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2953'THIS STATION IS EAST ALONG INTERSTATE 20, 3.62 MILES FROM
 CQ2953'THE HOMER (LA HIGHWAY 9) OVERPASS AND INTERCHANGE, 96.50
 CQ2953'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE ON INTERSTATE
 CQ2953'20, 159 FEET WEST OF A METAL WITNESS POST AND SIGN, 4.25 FEET
 CQ2953'NORTH OF THE RIGHT OF WAY FENCE, 190.80 FEET EAST OF A RIGHT
 CQ2953'OF WAY MARKER, APPROXIMATELY 400 FEET EAST OF THE
 CQ2953'BIENVILLE-LINCOLN PARISH LINE.
 CQ2953'
 CQ2953'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2953'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ2953'GROUND.  STATION IS STAMPED 7B004.
 CQ2953'
 CQ2953'TO REACH THIS STATION FROM THE BIENVILLE PARISH COURTHOUSE
 CQ2953'IN ARCADIA, LOUISIANA, FOLLOW SOUTH BEECH STREET NORTH FOR
 CQ2953'0.28 MILE TO THE INTERSECTION WITH SECOND STREET (ALSO U.S.
 CQ2953'HIGHWAY 80) THENCE WEST ALONG U.S. HIGHWAY 80 OR SECOND STREET,
 CQ2953'FOR 1.36 MILES TO THE EXIT TO LA HIGHWAY 9 AND INTERSTATE
 CQ2953'20, THENCE NORTH ALONG LA HIGHWAY 9 FOR 0.54 MILE TO THE HOMER
 CQ2953'(LA HIGHWAY 9) OVERPASS AND INTERCHANGE ON INTERSTATE 20,
 CQ2953'THENCE EAST ALONG INTERSTATE 20 FOR 3.62 MILES TO STATION
 CQ2953'SET SOUTH OF HIGHWAY.
 CQ2953'
 CQ2953'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2953
 CQ2953                          STATION RECOVERY (2004)
 CQ2953
 CQ2953'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 CQ2953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2937 ***********************************************************************
 CQ2937  DESIGNATION -  7B005 LADH 1966
 CQ2937  PID         -  CQ2937
 CQ2937  STATE/COUNTY-  LA/LINCOLN
 CQ2937  USGS QUAD   -  SIMSBORO (1994)
 CQ2937
 CQ2937                         *CURRENT SURVEY CONTROL
 CQ2937  ___________________________________________________________________
 CQ2937* NAD 83(1992)-  32 33 05.69564(N)    092 50 52.77910(W)     ADJUSTED  
 CQ2937* NAVD 88     -       106.9    (meters)     351.     (feet)  VERTCON   
 CQ2937  ___________________________________________________________________
 CQ2937  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CQ2937  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2937
 CQ2937  HORZ ORDER  -  SECOND
 CQ2937
 CQ2937.The horizontal coordinates were established by classical geodetic methods
 CQ2937.and adjusted by the National Geodetic Survey in January 1993..
 CQ2937
 CQ2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2937
 CQ2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2937
 CQ2937.The geoid height was determined by GEOID03.
 CQ2937
 CQ2937;                    North         East     Units Scale Factor Converg.
 CQ2937;SPC LA N     -   227,526.965   967,316.161   MT  0.99997578   -0 11 02.3
 CQ2937;SPC LA N     -   746,478.05  3,173,603.10   sFT  0.99997578   -0 11 02.3
 CQ2937;UTM  15      - 3,601,587.265   514,271.150   MT  0.99960251   +0 04 54.4
 CQ2937
 CQ2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2937!SPC LA N     -   0.99998725  x   0.99997578  =   0.99996303
 CQ2937!UTM  15      -   0.99998725  x   0.99960251  =   0.99958976
 CQ2937
 CQ2937:                Primary Azimuth Mark                     Grid Az
 CQ2937:SPC LA N     -  7B004 LADH 1966                          281 16 20.4
 CQ2937:UTM  15      -  7B004 LADH 1966                          281 00 23.7
 CQ2937
 CQ2937|---------------------------------------------------------------------|
 CQ2937| PID    Reference Object                     Distance      Geod. Az  |
 CQ2937|                                                           dddmmss.s |
 CQ2937| CQ2953 7B004 LADH 1966                     APPROX. 2.9 KM 2810518.1 |
 CQ2937|---------------------------------------------------------------------|
 CQ2937
 CQ2937                          SUPERSEDED SURVEY CONTROL
 CQ2937
 CQ2937  NAD 83(1986)-  32 33 05.70882(N)    092 50 52.76998(W) AD(       ) 2
 CQ2937  NAD 27      -  32 33 05.16499(N)    092 50 52.21032(W) AD(       ) 2
 CQ2937  NGVD 29 (07/19/86)  107.0    (m)          351.     (f) VERT ANG       
 CQ2937
 CQ2937.Superseded values are not recommended for survey control.
 CQ2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2937.See file dsdata.txt to determine how the superseded data were derived.
 CQ2937
 CQ2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1427101587(NAD 83)
 CQ2937_MARKER: DD = SURVEY DISK
 CQ2937_SETTING: 0 = UNSPECIFIED SETTING
 CQ2937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2937
 CQ2937  HISTORY     - Date     Condition        Report By
 CQ2937  HISTORY     - 1966     MONUMENTED       LADH
 CQ2937
 CQ2937                          STATION DESCRIPTION
 CQ2937
 CQ2937'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2937'STATION IS SET IN THE NORTHWEST CORNER OF OVERPASS ON PARISH
 CQ2937'ROAD OVER INTERSTATE 20 AND IS MARKED BY A STANDARD BRONZE
 CQ2937'DISK SET IN THE ROADWAY (IN THE ABUTMENT 3.65 FEET EAST OF THE
 CQ2937'WEST CURB OF THE OVERPASS).  STATION IS 7.35 FEET SOUTHEAST
 CQ2937'OF A METAL WITNESS POST AND SIGN.  STATION IS STAMPED 7B005.
 CQ2937'
 CQ2937'TO REACH THIS STATION FROM THE BIENVILLE PARISH COURTHOUSE
 CQ2937'IN ARCADIA, LOUISIANA, FOLLOW SOUTH BEECH STREET NORTH FOR
 CQ2937'0.28 MILE TO THE INTERSECTION WITH SECOND STREET (ALSO U.S.
 CQ2937'HIGHWAY 80) THENCE WEST ALONG U.S. HIGHWAY 80 (SECOND STREET)
 CQ2937'FOR 1.36 MILES TO THE EXIT TO LA HIGHWAY 9 AND INTERSTATE
 CQ2937'20, THENCE NORTH ALONG LA HIGHWAY 9 FOR 0.54 MILE TO THE HOMER
 CQ2937'LA HIGHWAY 9 OVERPASS AND INTERCHANGE ON INTERSTATE 20, THENCE
 CQ2937'EAST ALONG INTERSTATE 20 FOR 5.25 MILES TO STATION SET IN
 CQ2937'THE NORTHWEST CORNER OF THE OVERPASS.
 CQ2937'
 CQ2937'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2938 ***********************************************************************
 CQ2938  DESIGNATION -  7B006 LADH 1966
 CQ2938  PID         -  CQ2938
 CQ2938  STATE/COUNTY-  LA/LINCOLN
 CQ2938  USGS QUAD   -  SIMSBORO (1994)
 CQ2938
 CQ2938                         *CURRENT SURVEY CONTROL
 CQ2938  ___________________________________________________________________
 CQ2938* NAD 83(1992)-  32 32 51.81506(N)    092 49 56.51975(W)     ADJUSTED  
 CQ2938* NAVD 88     -       103.5    (meters)     340.     (feet)  VERTCON   
 CQ2938  ___________________________________________________________________
 CQ2938  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CQ2938  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2938
 CQ2938  HORZ ORDER  -  SECOND
 CQ2938
 CQ2938.The horizontal coordinates were established by classical geodetic methods
 CQ2938.and adjusted by the National Geodetic Survey in January 1993..
 CQ2938
 CQ2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2938
 CQ2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2938
 CQ2938.The geoid height was determined by GEOID03.
 CQ2938
 CQ2938;                    North         East     Units Scale Factor Converg.
 CQ2938;SPC LA N     -   227,094.784   968,782.599   MT  0.99997504   -0 10 32.6
 CQ2938;SPC LA N     -   745,060.14  3,178,414.24   sFT  0.99997504   -0 10 32.6
 CQ2938;UTM  15      - 3,601,162.052   515,739.030   MT  0.99960305   +0 05 24.7
 CQ2938
 CQ2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2938!SPC LA N     -   0.99998778  x   0.99997504  =   0.99996282
 CQ2938!UTM  15      -   0.99998778  x   0.99960305  =   0.99959084
 CQ2938
 CQ2938:                Primary Azimuth Mark                     Grid Az
 CQ2938:SPC LA N     -  7B005 LADH 1966                          286 25 15.8
 CQ2938:UTM  15      -  7B005 LADH 1966                          286 09 18.5
 CQ2938
 CQ2938|---------------------------------------------------------------------|
 CQ2938| PID    Reference Object                     Distance      Geod. Az  |
 CQ2938|                                                           dddmmss.s |
 CQ2938| CQ2937 7B005 LADH 1966                     APPROX. 1.5 KM 2861443.2 |
 CQ2938|---------------------------------------------------------------------|
 CQ2938
 CQ2938                          SUPERSEDED SURVEY CONTROL
 CQ2938
 CQ2938  NAD 83(1986)-  32 32 51.82825(N)    092 49 56.51065(W) AD(       ) 2
 CQ2938  NAD 27      -  32 32 51.28466(N)    092 49 55.95298(W) AD(       ) 2
 CQ2938  NGVD 29 (07/19/86)  103.6    (m)          340.     (f) VERT ANG       
 CQ2938
 CQ2938.Superseded values are not recommended for survey control.
 CQ2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2938.See file dsdata.txt to determine how the superseded data were derived.
 CQ2938
 CQ2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1573901162(NAD 83)
 CQ2938_MARKER: DD = SURVEY DISK
 CQ2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2938+STABILITY: SURFACE MOTION
 CQ2938
 CQ2938  HISTORY     - Date     Condition        Report By
 CQ2938  HISTORY     - 1966     MONUMENTED       LADH
 CQ2938
 CQ2938                          STATION DESCRIPTION
 CQ2938
 CQ2938'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2938'THIS STATION IS SET EAST ALONG INTERSTATE 20, 6.10 MILES
 CQ2938'FROM THE HOMER LA HIGHWAY 9 OVERPASS AND INTERCHANGE, 93.00
 CQ2938'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE
 CQ2938'20, 1.62 FEET EAST OF A METAL WITNESS POST AND SIGN, 12.43
 CQ2938'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 10.25 FEET SOUTHEAST
 CQ2938'OF AN 8 INCH PINE TREE IN RIGHT OF WAY, 29.15 FEET SOUTHWEST
 CQ2938'OF 8 INCH PINE TREE AND 300 FEET EAST OF A RIGHT OF WAY MARKER.
 CQ2938'
 CQ2938'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2938'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CQ2938'GROUND.  STATION IS STAMPED 7B006.
 CQ2938'
 CQ2938'TO REACH THIS STATION FROM THE BIENVILLE PARISH COURTHOUSE
 CQ2938'IN ARCADIA, LOUISIANA, FOLLOW SOUTH BEECH STREET NORTH FOR
 CQ2938'0.28 MILE TO THE INTERSECTION WITH SECOND STREET (ALSO U.S.
 CQ2938'HIGHWAY 80) THENCE WEST ALONG U.S. HIGHWAY 80 (SECOND STREET)
 CQ2938'FOR 1.36 MILES TO THE EXIT TO LA HIGHWAY 9 AND INTERSTATE
 CQ2938'20, THENCE NORTH ALONG LA HIGHWAY 9 FOR 0.54 MILE TO THE
 CQ2938'HOMER LA HIGHWAY 9 OVERPASS AND INTERCHANGE OVER INTERSTATE
 CQ2938'20, THENCE EAST ALONG INTERSTATE 20 FOR 6.10 MILES TO STATION
 CQ2938'SET SOUTH OF HIGHWAY.
 CQ2938'
 CQ2938'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2934 ***********************************************************************
 CQ2934  DESIGNATION -  7B007 LADH 1966
 CQ2934  PID         -  CQ2934
 CQ2934  STATE/COUNTY-  LA/LINCOLN
 CQ2934  USGS QUAD   -  SIMSBORO (1994)
 CQ2934
 CQ2934                         *CURRENT SURVEY CONTROL
 CQ2934  ___________________________________________________________________
 CQ2934* NAD 83(1992)-  32 32 56.13575(N)    092 47 16.90592(W)     ADJUSTED  
 CQ2934* NAVD 88     -        96.2    (meters)     316.     (feet)  VERTCON   
 CQ2934  ___________________________________________________________________
 CQ2934  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CQ2934  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2934
 CQ2934  HORZ ORDER  -  SECOND
 CQ2934
 CQ2934.The horizontal coordinates were established by classical geodetic methods
 CQ2934.and adjusted by the National Geodetic Survey in January 1993..
 CQ2934
 CQ2934.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2934
 CQ2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2934
 CQ2934.The geoid height was determined by GEOID03.
 CQ2934
 CQ2934;                    North         East     Units Scale Factor Converg.
 CQ2934;SPC LA N     -   227,215.958   972,947.294   MT  0.99997527   -0 09 08.2
 CQ2934;SPC LA N     -   745,457.69  3,192,077.91   sFT  0.99997527   -0 09 08.2
 CQ2934;UTM  15      - 3,601,302.515   519,901.571   MT  0.99960488   +0 06 50.6
 CQ2934
 CQ2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2934!SPC LA N     -   0.99998893  x   0.99997527  =   0.99996420
 CQ2934!UTM  15      -   0.99998893  x   0.99960488  =   0.99959381
 CQ2934
 CQ2934:                Primary Azimuth Mark                     Grid Az
 CQ2934:SPC LA N     -  7B006 LADH 1966                          268 20 01.1
 CQ2934:UTM  15      -  7B006 LADH 1966                          268 04 02.3
 CQ2934
 CQ2934|---------------------------------------------------------------------|
 CQ2934| PID    Reference Object                     Distance      Geod. Az  |
 CQ2934|                                                           dddmmss.s |
 CQ2934| CQ2938 7B006 LADH 1966                     APPROX. 4.2 KM 2681052.9 |
 CQ2934|---------------------------------------------------------------------|
 CQ2934
 CQ2934                          SUPERSEDED SURVEY CONTROL
 CQ2934
 CQ2934  NAD 83(1986)-  32 32 56.14892(N)    092 47 16.89688(W) AD(       ) 2
 CQ2934  NAD 27      -  32 32 55.60674(N)    092 47 16.34452(W) AD(       ) 2
 CQ2934  NGVD 29 (07/19/86)   96.3    (m)          316.     (f) VERT ANG       
 CQ2934
 CQ2934.Superseded values are not recommended for survey control.
 CQ2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2934.See file dsdata.txt to determine how the superseded data were derived.
 CQ2934
 CQ2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1990201303(NAD 83)
 CQ2934_MARKER: DD = SURVEY DISK
 CQ2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2934+STABILITY: SURFACE MOTION
 CQ2934
 CQ2934  HISTORY     - Date     Condition        Report By
 CQ2934  HISTORY     - 1966     MONUMENTED       LADH
 CQ2934
 CQ2934                          STATION DESCRIPTION
 CQ2934
 CQ2934'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2934'STATION IS SET WEST ALONG INTERSTATE 20, 7.86 MILES FROM
 CQ2934'VIENNA STREET OVERPASS AND INTERCHANGE ON INTERSTATE 20,
 CQ2934'IN RUSTON, LOUISIANA, 156.0 FEET NORTH OF THE CENTERLINE
 CQ2934'OF THE WEST END OF A CROSSDRAIN UNDER LA HIGHWAY 507, 165.80
 CQ2934'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SIMBORO (LA HIGHWAY
 CQ2934'507) OVERPASS AND INTERCHANGE INTERSTATE 20, AND 1.50 FEET NORTH
 CQ2934'OF A METAL WITNESS POST AND SIGN.
 CQ2934'
 CQ2934'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2934'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 CQ2934'OF THE GROUND.  STATION IS STAMPED 7B007
 CQ2934'
 CQ2934'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ2934'RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY 167)
 CQ2934'NORTH FOR 0.80 MILE TO THE VIENNA STREET OVERPASS INTERCHANGE
 CQ2934'ON INTERSTATE 20, THENCE WEST ALONG INTERSTATE 20 FOR 7.86
 CQ2934'MILES TO STATION SET NORTH OF HIGHWAY.
 CQ2934'
 CQ2934'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2935 ***********************************************************************
 CQ2935  DESIGNATION -  7B008 LADH 1966
 CQ2935  PID         -  CQ2935
 CQ2935  STATE/COUNTY-  LA/LINCOLN
 CQ2935  USGS QUAD   -  SIMSBORO (1994)
 CQ2935
 CQ2935                         *CURRENT SURVEY CONTROL
 CQ2935  ___________________________________________________________________
 CQ2935* NAD 83(1992)-  32 32 08.32980(N)    092 47 08.83398(W)     ADJUSTED  
 CQ2935* NAVD 88     -       100.1    (meters)     328.     (feet)  VERTCON   
 CQ2935  ___________________________________________________________________
 CQ2935  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ2935  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2935
 CQ2935  HORZ ORDER  -  SECOND
 CQ2935
 CQ2935.The horizontal coordinates were established by classical geodetic methods
 CQ2935.and adjusted by the National Geodetic Survey in January 1993..
 CQ2935
 CQ2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2935
 CQ2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2935
 CQ2935.The geoid height was determined by GEOID03.
 CQ2935
 CQ2935;                    North         East     Units Scale Factor Converg.
 CQ2935;SPC LA N     -   225,742.803   973,154.006   MT  0.99997275   -0 09 03.9
 CQ2935;SPC LA N     -   740,624.51  3,192,756.10   sFT  0.99997275   -0 09 03.9
 CQ2935;UTM  15      - 3,599,830.881   520,115.049   MT  0.99960499   +0 06 54.8
 CQ2935
 CQ2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2935!SPC LA N     -   0.99998832  x   0.99997275  =   0.99996107
 CQ2935!UTM  15      -   0.99998832  x   0.99960499  =   0.99959331
 CQ2935
 CQ2935|---------------------------------------------------------------------|
 CQ2935| PID    Reference Object                     Distance      Geod. Az  |
 CQ2935|                                                           dddmmss.s |
 CQ2935| CQ2946 7B008 RESET 1978                    178.813 METERS 00419     |
 CQ2935| CQ2934 7B007 LADH 1966                     APPROX. 1.5 KM 3515141.0 |
 CQ2935|---------------------------------------------------------------------|
 CQ2935
 CQ2935                          SUPERSEDED SURVEY CONTROL
 CQ2935
 CQ2935  NAD 83(1986)-  32 32 08.34300(N)    092 47 08.82498(W) AD(       ) 2
 CQ2935  NAD 27      -  32 32 07.80013(N)    092 47 08.27247(W) AD(       ) 2
 CQ2935  NGVD 29 (07/19/86)  100.2    (m)          329.     (f) VERT ANG       
 CQ2935
 CQ2935.Superseded values are not recommended for survey control.
 CQ2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2935.See file dsdata.txt to determine how the superseded data were derived.
 CQ2935
 CQ2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2011599831(NAD 83)
 CQ2935_MARKER: DD = SURVEY DISK
 CQ2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2935+STABILITY: SURFACE MOTION
 CQ2935
 CQ2935  HISTORY     - Date     Condition        Report By
 CQ2935  HISTORY     - 1966     MONUMENTED       LADH
 CQ2935  HISTORY     - 1978     GOOD             NGS
 CQ2935
 CQ2935                          STATION DESCRIPTION
 CQ2935
 CQ2935'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2935'THIS STATION IS ABOUT 1.0 MILE SOUTH OF THE SIMSBORO INTERCHANGE
 CQ2935'AND OVERPASS ON INTERSTATE 20.  STATION IS IN SIMSBORO,
 CQ2935'LOUISIANA, 1.5 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN,
 CQ2935'58.0 FEET NORTH OF THE NORTH RAIL ON THE MAIN LINE OF THE
 CQ2935'ILLINOIS CENTRAL RAILROAD, 20.5 FEET WEST OF THE CENTERLINE
 CQ2935'OF A BLACK TOP STREET, 12.7 FEET NORTHWEST OF A RAILROAD
 CQ2935'CROSSING SIGN, 26.5 FEET SOUTH OF A GRAVEL DRIVE TO A
 CQ2935'RESIDENCE, 44.7 FEET SOUTHWEST OF A POWER POLE NO. A132 AND
 CQ2935'88.5 FEET SOUTHEAST OF A 30 INCH LONE OAK TREE.
 CQ2935'
 CQ2935'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2935'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ2935'THE GROUND.  STATION IS STAMPED 7B008.
 CQ2935'
 CQ2935'TO REACH THIS STATION FROM THE SIMSBORO OVERPASS AND INTERCHANGE
 CQ2935'ON INTERSTATE 20, TAKE SIMSBORO EXIT ON LA. HIGHWAY 507
 CQ2935'SOUTH FOR 1.0 MILE TO THE SIMSBORO FIRE STATION, THENCE EAST
 CQ2935'FOR 0.1 MILE ALONG SECOND STREET, THENCE NORTH FOR 0.25 MILE
 CQ2935'ALONG REUBEN STREET, THENCE EAST ALONG THE I.C.R.R. FOR 0.1
 CQ2935'MILE TO STATION SET NORTH OF RAILROAD NEXT TO SCHOOL STREET.
 CQ2935'STATION IS NORTH OF SIMSBORO SCHOOL ACROSS RAILROAD TRACKS.
 CQ2935'
 CQ2935'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2935
 CQ2935                          STATION RECOVERY (1978)
 CQ2935
 CQ2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CQ2935'THIS STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 CQ2935'TO WIDENING OF THE TOWN STREET THIS MARK WILL FALL ABOUT CENTER OF
 CQ2935'THE NEW STEET AND WILL BE UNDER THE HARD SURFACE.  STATION 7B008
 CQ2935'RESET 1978 WAS ESTABLISHED THIS DATE.
 CQ2935'
 CQ2935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SIMSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2946 ***********************************************************************
 CQ2946  DESIGNATION -  7B008 RESET 1978
 CQ2946  PID         -  CQ2946
 CQ2946  STATE/COUNTY-  LA/LINCOLN
 CQ2946  USGS QUAD   -  SIMSBORO (1994)
 CQ2946
 CQ2946                         *CURRENT SURVEY CONTROL
 CQ2946  ___________________________________________________________________
 CQ2946* NAD 83(1992)-  32 32 14.11803(N)    092 47 08.31730(W)     ADJUSTED  
 CQ2946* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 CQ2946  ___________________________________________________________________
 CQ2946  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CQ2946  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2946
 CQ2946  HORZ ORDER  -  THIRD
 CQ2946
 CQ2946.The horizontal coordinates were established by classical geodetic methods
 CQ2946.and adjusted by the National Geodetic Survey in January 1993..
 CQ2946.No horizontal observational check was made to the station.
 CQ2946
 CQ2946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2946
 CQ2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2946
 CQ2946.The geoid height was determined by GEOID03.
 CQ2946
 CQ2946;                    North         East     Units Scale Factor Converg.
 CQ2946;SPC LA N     -   225,921.066   973,167.958   MT  0.99997305   -0 09 03.7
 CQ2946;SPC LA N     -   741,209.36  3,192,801.88   sFT  0.99997305   -0 09 03.7
 CQ2946;UTM  15      - 3,600,009.141   520,128.168   MT  0.99960500   +0 06 55.0
 CQ2946
 CQ2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2946!SPC LA N     -   0.99998855  x   0.99997305  =   0.99996160
 CQ2946!UTM  15      -   0.99998855  x   0.99960500  =   0.99959356
 CQ2946
 CQ2946|---------------------------------------------------------------------|
 CQ2946| PID    Reference Object                     Distance      Geod. Az  |
 CQ2946|                                                           dddmmss.s |
 CQ2946| CQ2935 7B008 LADH 1966                     178.813 METERS 18419     |
 CQ2946|---------------------------------------------------------------------|
 CQ2946
 CQ2946                          SUPERSEDED SURVEY CONTROL
 CQ2946
 CQ2946  NAD 83(1986)-  32 32 14.13123(N)    092 47 08.30830(W) AD(       ) 3
 CQ2946  NAD 27      -  32 32 13.58868(N)    092 47 07.75577(W) AD(       ) 3
 CQ2946  NGVD 29 (07/19/86)   98.7    (m)          324.     (f) VERT ANG       
 CQ2946
 CQ2946.Superseded values are not recommended for survey control.
 CQ2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2946.See file dsdata.txt to determine how the superseded data were derived.
 CQ2946
 CQ2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2012800009(NAD 83)
 CQ2946_MARKER: DS = TRIANGULATION STATION DISK
 CQ2946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2946+STABILITY: SURFACE MOTION
 CQ2946
 CQ2946  HISTORY     - Date     Condition        Report By
 CQ2946  HISTORY     - 1978     MONUMENTED       LADH
 CQ2946
 CQ2946                          STATION DESCRIPTION
 CQ2946
 CQ2946'DESCRIBED BY LA DEPT OF HIGHWAYS 1978 (CLN)
 CQ2946'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE SIMSBORO
 CQ2946'INTERCHANGE AND OVERPASS ON INTERSTATE 20, IN THE TOWN OF
 CQ2946'SIMSBORO, ABOUT 0.15 MILE NORTH OF THE SIMSBORO SCHOOL, IN THE
 CQ2946'SOUTHEAST ANGLE OF ROSE STREET AND BASWELL STREET, ON PROPERTY
 CQ2946'OWNED BY MRS. OPAL CHOATE, SIMSBORO, LA 71275.
 CQ2946'
 CQ2946'THE STATION MARKS ARE STANDARD BRONZE DISKS, STAMPED 7B008 RESET
 CQ2946'1978.  THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND
 CQ2946'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET
 CQ2946'SOUTH OF THE CENTER OF BRASWELL STREET, 27.5 FEET
 CQ2946'NORTH-NORTHEAST OF A POWER POLE, 20 FEET NORTH-NORTHEAST OF A
 CQ2946'TELEPHONE JUNCTION BOX, 15 FEET SOUTH-SOUTHWEST OF A 24-INCH
 CQ2946'PINE TREE AND 2 FEET NORTH OF A METAL WITNESS POST.  THE
 CQ2946'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CQ2946'42 INCHES BELOW THE GROUND SURFACE.  REBAR PLACED IN THE
 CQ2946'CONCRETE MONUMENT.
 CQ2946'
 CQ2946'NEAREST TOWN--SIMSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2932 ***********************************************************************
 CQ2932  DESIGNATION -  7B009 LADH 1966
 CQ2932  PID         -  CQ2932
 CQ2932  STATE/COUNTY-  LA/LINCOLN
 CQ2932  USGS QUAD   -  SIMSBORO (1994)
 CQ2932
 CQ2932                         *CURRENT SURVEY CONTROL
 CQ2932  ___________________________________________________________________
 CQ2932* NAD 83(1992)-  32 31 35.19272(N)    092 47 08.22960(W)     ADJUSTED  
 CQ2932* NAVD 88     -       100.4    (meters)     329.     (feet)  VERTCON   
 CQ2932  ___________________________________________________________________
 CQ2932  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ2932  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2932
 CQ2932  HORZ ORDER  -  SECOND
 CQ2932
 CQ2932.The horizontal coordinates were established by classical geodetic methods
 CQ2932.and adjusted by the National Geodetic Survey in January 1993..
 CQ2932
 CQ2932.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2932
 CQ2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2932
 CQ2932.The geoid height was determined by GEOID03.
 CQ2932
 CQ2932;                    North         East     Units Scale Factor Converg.
 CQ2932;SPC LA N     -   224,722.023   973,167.086   MT  0.99997103   -0 09 03.6
 CQ2932;SPC LA N     -   737,275.50  3,192,799.01   sFT  0.99997103   -0 09 03.6
 CQ2932;UTM  15      - 3,598,810.547   520,132.867   MT  0.99960500   +0 06 55.0
 CQ2932
 CQ2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2932!SPC LA N     -   0.99998827  x   0.99997103  =   0.99995930
 CQ2932!UTM  15      -   0.99998827  x   0.99960500  =   0.99959327
 CQ2932
 CQ2932|---------------------------------------------------------------------|
 CQ2932| PID    Reference Object                     Distance      Geod. Az  |
 CQ2932|                                                           dddmmss.s |
 CQ2932| CQ2940 7B009 LADH RESET 1974                 2.372 METERS 08847     |
 CQ2932| CQ2935 7B008 LADH 1966                     APPROX. 1.0 KM 3590653.5 |
 CQ2932|---------------------------------------------------------------------|
 CQ2932
 CQ2932                          SUPERSEDED SURVEY CONTROL
 CQ2932
 CQ2932  NAD 83(1986)-  32 31 35.20594(N)    092 47 08.22064(W) AD(       ) 2
 CQ2932  NAD 27      -  32 31 34.66267(N)    092 47 07.66784(W) AD(       ) 2
 CQ2932  NGVD 29 (07/19/86)  100.5    (m)          330.     (f) VERT ANG       
 CQ2932
 CQ2932.Superseded values are not recommended for survey control.
 CQ2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2932.See file dsdata.txt to determine how the superseded data were derived.
 CQ2932
 CQ2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2013398811(NAD 83)
 CQ2932_MARKER: DD = SURVEY DISK
 CQ2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2932+STABILITY: SURFACE MOTION
 CQ2932
 CQ2932  HISTORY     - Date     Condition        Report By
 CQ2932  HISTORY     - 1966     MONUMENTED       LADH
 CQ2932  HISTORY     - 1974     SEE DESCRIPTION  NGS
 CQ2932
 CQ2932                          STATION DESCRIPTION
 CQ2932
 CQ2932'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2932'THIS STATION IS LOCATED IN SIMSBORO, LOUISIANA, AND IS SET
 CQ2932'0.45 MILE SOUTH ALONG A BLACKTOP STREET FROM U.S. HIGHWAY
 CQ2932'80.  SAID STREET ENTRANCE IS ACROSS FROM THE SIMSBORO SCHOOL.
 CQ2932'STATION IS 1.80 FEET EAST OF A METAL WITNESS POST AND SIGN,
 CQ2932'14.5 FEET EAST OF THE CENTERLINE OF THE BLACKTOP STREET,
 CQ2932'32.4 FEET NORTH OF A FIRE HYDRANT, 5.0 FEET WEST OF THE EAST
 CQ2932'FENCE ALONG STREET, AND 120 FEET SOUTH OF POWER POLE SOUTHERN
 CQ2932'BELL T AND T NO. 7.
 CQ2932'
 CQ2932'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2932'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 CQ2932'OF THE GROUND.  STATION IS STAMPED 7B009.
 CQ2932'
 CQ2932'TO REACH THIS STATION FROM THE SIMSBORO EXIT ON THE SIMSBORO
 CQ2932'OVERPASS AND INTERCHANGE, FOLLOW LA HIGHWAY 507 OR 232 SOUTH FOR
 CQ2932'1.1 MILES TO U.S. HIGHWAY 80, THENCE EAST ALONG U.S. HIGHWAY
 CQ2932'80 FOR 0.2 MILE TO A BLACKTOP STREET NEXT TO THE SIMSBORO
 CQ2932'SCHOOL LEADING SOUTH, THENCE SOUTH ALONG SAID STREET FOR
 CQ2932'0.45 MILE TO THE STATION SET EAST OF THE STREET.
 CQ2932'
 CQ2932'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2932
 CQ2932                          STATION RECOVERY (1974)
 CQ2932
 CQ2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 CQ2932'THE MARK WAS VISITED AT THIS DATE AND WAS FOUND IN GOOD
 CQ2932'CONDITION.  THE MARK WAS REQUESTED MOVED DUE TO ROAD CONSTRUCTION.
 CQ2932'THIS WAS DONE BY ESTABLISHING AN NEW MARK 7B009 RESET 1974
 CQ2932'2.372 METERS EAST OF THE MARK.  THE MARK WAS DESTROYED AND
 CQ2932'THE DISK RECLAIMED AFTER A NEW MARK WAS ESTABLISHED.  THE
 CQ2932'ELEVATION BETWEEN THE TWO MARKS WAS DETERMINED AS -0.164 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2940 ***********************************************************************
 CQ2940  DESIGNATION -  7B009 LADH RESET 1974
 CQ2940  PID         -  CQ2940
 CQ2940  STATE/COUNTY-  LA/LINCOLN
 CQ2940  USGS QUAD   -  SIMSBORO (1994)
 CQ2940
 CQ2940                         *CURRENT SURVEY CONTROL
 CQ2940  ___________________________________________________________________
 CQ2940* NAD 83(1992)-  32 31 35.19435(N)    092 47 08.13873(W)     ADJUSTED  
 CQ2940* NAVD 88     -       100.3    (meters)     329.     (feet)  VERTCON   
 CQ2940  ___________________________________________________________________
 CQ2940  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ2940  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2940
 CQ2940  HORZ ORDER  -  THIRD
 CQ2940
 CQ2940.The horizontal coordinates were established by classical geodetic methods
 CQ2940.and adjusted by the National Geodetic Survey in January 1993..
 CQ2940.No horizontal observational check was made to the station.
 CQ2940
 CQ2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2940
 CQ2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2940
 CQ2940.The geoid height was determined by GEOID03.
 CQ2940
 CQ2940;                    North         East     Units Scale Factor Converg.
 CQ2940;SPC LA N     -   224,722.067   973,169.457   MT  0.99997103   -0 09 03.6
 CQ2940;SPC LA N     -   737,275.65  3,192,806.79   sFT  0.99997103   -0 09 03.6
 CQ2940;UTM  15      - 3,598,810.602   520,135.237   MT  0.99960500   +0 06 55.0
 CQ2940
 CQ2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2940!SPC LA N     -   0.99998828  x   0.99997103  =   0.99995931
 CQ2940!UTM  15      -   0.99998828  x   0.99960500  =   0.99959329
 CQ2940
 CQ2940                          SUPERSEDED SURVEY CONTROL
 CQ2940
 CQ2940  NAD 83(1986)-  32 31 35.20757(N)    092 47 08.12977(W) AD(       ) 3
 CQ2940  NAD 27      -  32 31 34.66431(N)    092 47 07.57697(W) AD(       ) 3
 CQ2940  NGVD 29 (07/19/86)  100.4    (m)          329.     (f) VERT ANG       
 CQ2940
 CQ2940.Superseded values are not recommended for survey control.
 CQ2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2940.See file dsdata.txt to determine how the superseded data were derived.
 CQ2940
 CQ2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2013598811(NAD 83)
 CQ2940_MARKER: DD = SURVEY DISK
 CQ2940_SETTING: 0 = UNSPECIFIED SETTING
 CQ2940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2940
 CQ2940  HISTORY     - Date     Condition        Report By
 CQ2940  HISTORY     - 1974     MONUMENTED       NGS
 CQ2940
 CQ2940                          STATION DESCRIPTION
 CQ2940
 CQ2940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 CQ2940'THE STATION IS LOCATED IN SIMSBORO, 0.45 MILE SOUTH OF U.S.
 CQ2940'HIGHWAY 80 AND THE SIMSBORO SCHOOL.  IT IS 21 FEET EAST OF
 CQ2940'THE CENTER OF THE BLACK TO ROAD, 120 FEET SOUTH OF A POWER
 CQ2940'POLE, 22 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 11 FEET SOUTH
 CQ2940'OF A GAS METER, 74.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CQ2940'OF A WHITE HOUSE, 45 FEET SOUTH OF THE PROJECTED PLANE OF THE
 CQ2940'SOUTH WALL OF THE WHITE HOUSE AND 1 FOOT EAST OF A METAL
 CQ2940'WITNESS POST.  IT IS A DISK STAMPED 7B009 RESET 1974, FLUSH
 CQ2940'WITH THE GROUND.
 CQ2940'
 CQ2940'TO REACH THE STATION FROM THE SIMBORO EXIT ON I-20 GO SOUTH
 CQ2940'ON STATE HIGHWAY 507 FOR 1.1 MILES TO U.S. HIGHWAY 80, TURN
 CQ2940'LEFT AND GO EAST ON U.S. HIGHWAY 80 FOR 0.2 MILE TO A BLACK
 CQ2940'TOP ROAD IN FRONT OF THE SIMSBORO SCHOOL, TURN RIGHT AND GO
 CQ2940'SOUTH FOR 0.45 MILE TO THE MARK ON THE LEFT NEAR THE TOP
 CQ2940'OF A GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2939 ***********************************************************************
 CQ2939  DESIGNATION -  7B010
 CQ2939  PID         -  CQ2939
 CQ2939  STATE/COUNTY-  LA/LINCOLN
 CQ2939  USGS QUAD   -  SIMSBORO (1994)
 CQ2939
 CQ2939                         *CURRENT SURVEY CONTROL
 CQ2939  ___________________________________________________________________
 CQ2939* NAD 83(1992)-  32 30 59.36366(N)    092 47 35.64989(W)     ADJUSTED  
 CQ2939* NAVD 88     -        98.4    (meters)     323.     (feet)  VERTCON   
 CQ2939  ___________________________________________________________________
 CQ2939  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CQ2939  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2939
 CQ2939  HORZ ORDER  -  SECOND
 CQ2939
 CQ2939.The horizontal coordinates were established by classical geodetic methods
 CQ2939.and adjusted by the National Geodetic Survey in January 1993..
 CQ2939
 CQ2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2939
 CQ2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2939
 CQ2939.The geoid height was determined by GEOID03.
 CQ2939
 CQ2939;                    North         East     Units Scale Factor Converg.
 CQ2939;SPC LA N     -   223,620.277   972,448.535   MT  0.99996920   -0 09 18.1
 CQ2939;SPC LA N     -   733,660.86  3,190,441.57   sFT  0.99996920   -0 09 18.1
 CQ2939;UTM  15      - 3,597,705.878   519,419.704   MT  0.99960465   +0 06 40.1
 CQ2939
 CQ2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2939!SPC LA N     -   0.99998858  x   0.99996920  =   0.99995778
 CQ2939!UTM  15      -   0.99998858  x   0.99960465  =   0.99959323
 CQ2939
 CQ2939:                Primary Azimuth Mark                     Grid Az
 CQ2939:SPC LA N     -  SIMSBORO                                 068 32 17.6
 CQ2939:UTM  15      -  SIMSBORO                                 068 16 19.4
 CQ2939
 CQ2939|---------------------------------------------------------------------|
 CQ2939| PID    Reference Object                     Distance      Geod. Az  |
 CQ2939|                                                           dddmmss.s |
 CQ2939| CQ2931 SIMSBORO                            APPROX. 1.6 KM 0682259.5 |
 CQ2939| CY3227 7B010 RM 1                           22.675 METERS 06835     |
 CQ2939| CQ2942 7B010 RM 2                           21.991 METERS 12443     |
 CQ2939| CY3226 7B010 AZ MK                                        1855021.0 |
 CQ2939|---------------------------------------------------------------------|
 CQ2939
 CQ2939                          SUPERSEDED SURVEY CONTROL
 CQ2939
 CQ2939  NAD 83(1986)-  32 30 59.37692(N)    092 47 35.64099(W) AD(       ) 2
 CQ2939  NAD 27      -  32 30 58.83275(N)    092 47 35.08690(W) AD(       ) 2
 CQ2939  NGVD 29 (07/19/86)   98.5    (m)          323.     (f) VERT ANG       
 CQ2939
 CQ2939.Superseded values are not recommended for survey control.
 CQ2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2939.See file dsdata.txt to determine how the superseded data were derived.
 CQ2939
 CQ2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1942097706(NAD 83)
 CQ2939_MARKER: DD = SURVEY DISK
 CQ2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2939
 CQ2939  HISTORY     - Date     Condition        Report By
 CQ2939  HISTORY     - 1966     MONUMENTED       LADH
 CQ2939  HISTORY     - 1971     GOOD             NGS
 CQ2939
 CQ2939                          STATION DESCRIPTION
 CQ2939
 CQ2939'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ2939'THIS STATION IS SET ABOUT 2.5 MILES SOUTH OF THE SIMSBORO
 CQ2939'OVERPASS AND INTERCHANGE ON INTERSTATE 20 ON PARISH ROAD NO.
 CQ2939'39.  STATION IS 31.30 FEET WEST OF THE CENTERLINE OF PARISH
 CQ2939'ROAD NO. 39, 14.85 FEET NORTHWEST OF A POWER POLE, 1.85 FEET
 CQ2939'WEST OF A METAL WITNESS POST AND SIGN, AND ABOUT 400 FEET
 CQ2939'NORTHWEST OF A RESIDENCE ON THE EAST SIDE OF PARISH ROAD
 CQ2939'NO. 39.
 CQ2939'
 CQ2939'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ2939'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ2939'THE GROUND.  STATION IS STAMPED 7B010.
 CQ2939'
 CQ2939'TO REACH THIS STATION FROM THE SIMSBORO EXIT ON THE SIMSBORO
 CQ2939'INTERCHANGE ON INTERSTATE 20, FOLLOW LA. HIGHWAY 507 SOUTH
 CQ2939'FOR 1.8 MILES TO U.S. HIGHWAY 80 AND ACROSS U.S. HIGHWAY 80
 CQ2939'TO PARISH ROAD NO. 39, THENCE EAST ALONG PARISH ROAD NO. 39
 CQ2939'FOR 0.7 MILE TO THE STATION SET WEST OF ROAD.
 CQ2939'
 CQ2939'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ2939
 CQ2939                          STATION RECOVERY (1971)
 CQ2939
 CQ2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2939'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 CQ2939'CONDITION.  REFERENCE MARKS ONE AND TWO AND AN AZIMUTH MARK WERE
 CQ2939'ESTABLISHED THIS DATE.  REFERENCE MARK TWO WAS USED AS AN
 CQ2939'AUXILIARY STATION AND OCCUPIED.
 CQ2939'
 CQ2939'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 CQ2939'
 CQ2939'THE STATION IS LOCATED 8-1/2 MILES EAST-SOUTHEAST OF ARCADIA
 CQ2939'AND 1-1/4 MILES WEST-SOUTHWEST OF SIMSBORO, ON THE WEST
 CQ2939'RIGHT-OF-WAY OF PARISH ROAD 39.
 CQ2939'
 CQ2939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CQ2939'STATE HIGHWAY 507 IN SIMSBORO, GO SOUTH AND SOUTHWEST ON HIGHWAY
 CQ2939'507 FOR 0.7 MILE TO PARISH ROAD 39 ON THE LEFT.  TURN LEFT AND
 CQ2939'GO SOUTHEAST ON ROAD 39 FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 CQ2939'
 CQ2939'THE STATION MARK IS A LOUISIANA GEODETIC SURVEY DISK STAMPED
 CQ2939'7B010, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2939'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 29
 CQ2939'FEET WEST OF THE CENTER OF ROAD 39, 20 FEET NORTH OF A SIGN
 CQ2939'TREE FARM AND 11.5 FEET NORTH-NORTHWEST OF A POWER POLE.
 CQ2939'
 CQ2939'REFERENCE MARK ONE IS A STANDARD REFERENCE MARK DISK STAMPED
 CQ2939'7B010 1966 NO 1 1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 CQ2939'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CQ2939'48 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 36 FEET EAST
 CQ2939'OF THE CENTER OF ROAD 39.
 CQ2939'
 CQ2939'REFERENCE MARK TWO IS A STANDARD REFERENCE MARK DISK STAMPED
 CQ2939'7B010 1966 NO 2 1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 CQ2939'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CQ2939'34.5 FEET EAST OF THE CENTER OF ROAD 39 AND 21 FEET SOUTH OF
 CQ2939'THE CENTER OF THE TRACK ROAD.
 CQ2939'
 CQ2939'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 CQ2939'7B010 1966 1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 CQ2939'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND
 CQ2939'SURFACE.  IT IS 26 FEET EAST OF THE CENTER OF ROAD 39, 3 FEET
 CQ2939'NORTH OF A POWER POLE WITH TRANSFORMER AND 2 FEET SOUTH OF A
 CQ2939'METAL WITNESS POST.
 CQ2939'
 CQ2939'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROAD 39
 CQ2939'FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK
 CQ2939'ON THE LEFT.
 CQ2939'
 CQ2939'NOTE--ALL MARKS MEASURED WITH A 30 METER TAPE WITH
 CQ2939'5 KGS. TENSION.
 CQ2939'
 CQ2939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2939'1 MILE SOUTHWEST OF SIMSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4051 ***********************************************************************
 BJ4051  DESIGNATION -  8
 BJ4051  PID         -  BJ4051
 BJ4051  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4051  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4051
 BJ4051                         *CURRENT SURVEY CONTROL
 BJ4051  ___________________________________________________________________
 BJ4051* NAD 83(1986)-  30 24 07.     (N)    091 10 18.     (W)     SCALED    
 BJ4051* NAVD 88     -         9.723  (meters)      31.90   (feet)  ADJUSTED  
 BJ4051  ___________________________________________________________________
 BJ4051  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4051  DYNAMIC HT  -           9.710 (meters)      31.86  (feet)  COMP
 BJ4051  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 BJ4051
 BJ4051  VERT ORDER  -  SECOND    CLASS II
 BJ4051
 BJ4051.The horizontal coordinates were scaled from a topographic map and have
 BJ4051.an estimated accuracy of +/- 6 seconds.
 BJ4051
 BJ4051.The orthometric height was determined by differential leveling
 BJ4051.and adjusted by the National Geodetic Survey in February 1994..
 BJ4051
 BJ4051.The geoid height was determined by GEOID03.
 BJ4051
 BJ4051.The dynamic height is computed by dividing the NAVD 88
 BJ4051.geopotential number by the normal gravity value computed on the
 BJ4051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4051.degrees latitude (g = 980.6199 gals.).
 BJ4051
 BJ4051.The modeled gravity was interpolated from observed gravity values.
 BJ4051
 BJ4051;                    North         East    Units  Estimated Accuracy
 BJ4051;SPC LA S     -   210,830.    1,015,540.      MT  (+/- 180 meters Scaled)
 BJ4051
 BJ4051                          SUPERSEDED SURVEY CONTROL
 BJ4051
 BJ4051.No superseded survey control is available for this station.
 BJ4051
 BJ4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP756647(NAD 83)
 BJ4051_MARKER: DB = BENCH MARK DISK
 BJ4051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4051_SP_SET: CONCRETE POST
 BJ4051_STAMPING: 8
 BJ4051_MARK LOGO: LA-033
 BJ4051_PROJECTION: FLUSH
 BJ4051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4051+STABILITY: SURFACE MOTION
 BJ4051
 BJ4051  HISTORY     - Date     Condition        Report By
 BJ4051  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4051  HISTORY     - 1987     GOOD             LA-033
 BJ4051
 BJ4051                          STATION DESCRIPTION
 BJ4051
 BJ4051'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4051'IN BATON ROUGE.
 BJ4051'ABOUT 4.0 KM (2.5 MI) SOUTH ON HIGHLAND ROAD FROM THE HIGHLAND ROAD
 BJ4051'EXIT OFF INTERSTATE 10 TO THE MARK AT HIGHLAND ROAD AND LSU AVENUE,
 BJ4051'19.8 METERS (65 FT) NORTHEAST OF THE CENTERLINE OF HIGHLAND ROAD,
 BJ4051'11.3 METERS (37 FT) NORTHWEST OF THE CENTER OF MEDIAN OF LSU AVENUE,
 BJ4051'3.96 METERS (13 FT) SOUTHWEST OF A 16-INCH PECAN TREE, AND 1.83
 BJ4051'METERS (6 FT) NORTHEAST OF AN ORNAMENTAL GATEWAY POST.
 BJ4051'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 BJ4051'THE MARK IS 0.31 M ABOVE HIGHLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3904 ***********************************************************************
 BJ3904  DESIGNATION -  8 87
 BJ3904  PID         -  BJ3904
 BJ3904  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3904  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3904
 BJ3904                         *CURRENT SURVEY CONTROL
 BJ3904  ___________________________________________________________________
 BJ3904* NAD 83(1986)-  30 23 48.     (N)    091 05 06.     (W)     SCALED    
 BJ3904* NAVD 88     -         8.937  (meters)      29.32   (feet)  ADJUSTED  
 BJ3904  ___________________________________________________________________
 BJ3904  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3904  DYNAMIC HT  -           8.926 (meters)      29.28  (feet)  COMP
 BJ3904  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 BJ3904
 BJ3904  VERT ORDER  -  SECOND    CLASS II
 BJ3904
 BJ3904.The horizontal coordinates were scaled from a topographic map and have
 BJ3904.an estimated accuracy of +/- 6 seconds.
 BJ3904
 BJ3904.The orthometric height was determined by differential leveling
 BJ3904.and adjusted by the National Geodetic Survey in February 1994..
 BJ3904
 BJ3904.The geoid height was determined by GEOID03.
 BJ3904
 BJ3904.The dynamic height is computed by dividing the NAVD 88
 BJ3904.geopotential number by the normal gravity value computed on the
 BJ3904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3904.degrees latitude (g = 980.6199 gals.).
 BJ3904
 BJ3904.The modeled gravity was interpolated from observed gravity values.
 BJ3904
 BJ3904;                    North         East    Units  Estimated Accuracy
 BJ3904;SPC LA S     -   210,260.    1,023,860.      MT  (+/- 180 meters Scaled)
 BJ3904
 BJ3904                          SUPERSEDED SURVEY CONTROL
 BJ3904
 BJ3904.No superseded survey control is available for this station.
 BJ3904
 BJ3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP839642(NAD 83)
 BJ3904_MARKER: DB = BENCH MARK DISK
 BJ3904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3904_SP_SET: CONCRETE POST
 BJ3904_STAMPING: 8-87 1987
 BJ3904_MARK LOGO: LA-033
 BJ3904_PROJECTION: FLUSH
 BJ3904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3904+STABILITY: SURFACE MOTION
 BJ3904
 BJ3904  HISTORY     - Date     Condition        Report By
 BJ3904  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3904
 BJ3904                          STATION DESCRIPTION
 BJ3904
 BJ3904'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3904'IN BATON ROUGE.
 BJ3904'LOCATED SOUTH OF THE CITY OF BATON ROUGE ON BLUEBONNET ROAD ABOUT 0.4
 BJ3904'KM (0.25 MI) NORTH FROM THE INTERSTATE HIGHWAY 10 OVERPASS AT
 BJ3904'BLUEBONNET ROAD TO THE JUNCTION OF BLUEBONNET ROAD AND BLUE CROSS
 BJ3904'PARKWAY AND THE MARK SET IN THE MEDIAN AT BLUE CROSS PARKWAY NEAR
 BJ3904'FIRST STREET LIGHT 7.3 METERS (24 FEET) NORTH OF THE NORTH EDGE OF
 BJ3904'CURB OF EAST BOUND LANE OF BLUE CROSS PARKWAY AND 1.5 METERS (5 FEET)
 BJ3904'WEST OF A LIGHT POLE.
 BJ3904'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ3904'THE MARK IS 0.31 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0040 ***********************************************************************
 BJ0040  DESIGNATION -  8 ABLDAPA
 BJ0040  PID         -  BJ0040
 BJ0040  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0040  USGS QUAD   -  MORGANZA (1994)
 BJ0040
 BJ0040                         *CURRENT SURVEY CONTROL
 BJ0040  ___________________________________________________________________
 BJ0040* NAD 83(1986)-  30 44 50.     (N)    091 35 52.     (W)     SCALED    
 BJ0040* NAVD 88     -        13.933  (meters)      45.71   (feet)  ADJUSTED  
 BJ0040  ___________________________________________________________________
 BJ0040  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0040  DYNAMIC HT  -          13.915 (meters)      45.65  (feet)  COMP
 BJ0040  MODELED GRAV-     979,365.2   (mgal)                       NAVD 88
 BJ0040
 BJ0040  VERT ORDER  -  FIRST     CLASS I
 BJ0040
 BJ0040.The horizontal coordinates were scaled from a topographic map and have
 BJ0040.an estimated accuracy of +/- 6 seconds.
 BJ0040
 BJ0040.The orthometric height was determined by differential leveling
 BJ0040.and adjusted by the National Geodetic Survey in February 1994..
 BJ0040
 BJ0040.The geoid height was determined by GEOID03.
 BJ0040
 BJ0040.The dynamic height is computed by dividing the NAVD 88
 BJ0040.geopotential number by the normal gravity value computed on the
 BJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0040.degrees latitude (g = 980.6199 gals.).
 BJ0040
 BJ0040.The modeled gravity was interpolated from observed gravity values.
 BJ0040
 BJ0040;                    North         East    Units  Estimated Accuracy
 BJ0040;SPC LA S     -   249,130.      974,680.      MT  (+/- 180 meters Scaled)
 BJ0040
 BJ0040                          SUPERSEDED SURVEY CONTROL
 BJ0040
 BJ0040  NAVD 88 (06/15/91)   13.967  (m)           45.82   (f) UNKNOWN     1 1
 BJ0040  NGVD 29 (??/??/??)   13.925  (m)           45.69   (f) ADJUSTED    1 1
 BJ0040
 BJ0040.Superseded values are not recommended for survey control.
 BJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0040.See file dsdata.txt to determine how the superseded data were derived.
 BJ0040
 BJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ342024(NAD 83)
 BJ0040_MARKER: Z = SEE DESCRIPTION
 BJ0040_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0040_SP_SET: 78 FT IRON PIPE
 BJ0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0040
 BJ0040  HISTORY     - Date     Condition        Report By
 BJ0040  HISTORY     - 1975     MONUMENTED       USE
 BJ0040  HISTORY     - 1976     GOOD             NGS
 BJ0040
 BJ0040                          STATION DESCRIPTION
 BJ0040
 BJ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0040'1.1 MI NW FROM MORGANZA.
 BJ0040'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CITY HALL, THENCE,
 BJ0040'0.2 MILE SOUTHEAST ALONG THE WEST LEVEE OF THE MISSISSIPI RIVER, ABOUT
 BJ0040'80 YARDS NORTHWEST OF A CATTLE GUARD, 137 FT NORTHWEST OF A TREE
 BJ0040'JUNCTION IN THE FENCE LINE, 71 FT SOUTHWEST OF THE CENTER LINE OF THE
 BJ0040'LEVEE ROAD, 11 FT NORTHEAST OF A FENCE, A 1 INCH IRON PIPE AND CAP
 BJ0040'DRIVEN TO A DEPTH OF 78 FT ENCASED IN A 2-INCH IRON PIPE THAT WAS
 BJ0040'BORED TO A DEPTH OF 45 FT ACCESS IS HAD THROUGH A 3-INCH SCREW CAP
 BJ0040'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0758 ***********************************************************************
 BJ0758  DESIGNATION -  8 BOLT
 BJ0758  PID         -  BJ0758
 BJ0758  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0758  USGS QUAD   -  LOTTIE (1994)
 BJ0758
 BJ0758                         *CURRENT SURVEY CONTROL
 BJ0758  ___________________________________________________________________
 BJ0758* NAD 83(1986)-  30 33 23.     (N)    091 38 39.     (W)     SCALED    
 BJ0758* NAVD 88     -         6.388  (meters)      20.96   (feet)  READJUSTED
 BJ0758  ___________________________________________________________________
 BJ0758  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0758  DYNAMIC HT  -           6.380 (meters)      20.93  (feet)  COMP
 BJ0758  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ0758
 BJ0758  VERT ORDER  -  ?
 BJ0758
 BJ0758.The horizontal coordinates were scaled from a topographic map and have
 BJ0758.an estimated accuracy of +/- 6 seconds.
 BJ0758
 BJ0758.The orthometric height was determined by differential leveling
 BJ0758.and adjusted by the National Geodetic Survey in June 1991..
 BJ0758.The height was derived from older observations constrained to new
 BJ0758.heights in a crustal motion area.  The height is approximate in
 BJ0758.relation to other heights in its vicinity.
 BJ0758
 BJ0758.The geoid height was determined by GEOID03.
 BJ0758
 BJ0758.The dynamic height is computed by dividing the NAVD 88
 BJ0758.geopotential number by the normal gravity value computed on the
 BJ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0758.degrees latitude (g = 980.6199 gals.).
 BJ0758
 BJ0758.The modeled gravity was interpolated from observed gravity values.
 BJ0758
 BJ0758;                    North         East    Units  Estimated Accuracy
 BJ0758;SPC LA S     -   227,980.      970,180.      MT  (+/- 180 meters Scaled)
 BJ0758
 BJ0758                          SUPERSEDED SURVEY CONTROL
 BJ0758
 BJ0758  NGVD 29 (??/??/??)    6.352  (m)           20.84   (f) ADJUSTED    1 1
 BJ0758
 BJ0758.Superseded values are not recommended for survey control.
 BJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0758.See file dsdata.txt to determine how the superseded data were derived.
 BJ0758
 BJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP300812(NAD 83)
 BJ0758_MARKER: B = BOLT
 BJ0758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0758_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0758_STAMPING: PBM 8 1929
 BJ0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0758
 BJ0758  HISTORY     - Date     Condition        Report By
 BJ0758  HISTORY     - 1929     MONUMENTED       DOD
 BJ0758  HISTORY     - 1964     GOOD             CGS
 BJ0758  HISTORY     - 1976     GOOD             NGS
 BJ0758
 BJ0758                          STATION DESCRIPTION
 BJ0758
 BJ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0758'0.2 MI SW FROM LOTTIE.
 BJ0758'ABOUT 0.2 MILE SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 190 AND
 BJ0758'STATE HIGHWAY 81 AT LOTTIE, ABOUT 0.1 MILE WEST OF THE ABANDONED
 BJ0758'MISSOURI PACIFIC RAILROAD STATION, 4 POLES EAST OF MILEPOST 616, 39
 BJ0758'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 8 FEET WEST OF A
 BJ0758'TELEPHONE POLE ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, A COPPER
 BJ0758'BOLT SET IN A TILE ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE GROUND,
 BJ0758'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH
 BJ0758'PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE PIPE
 BJ0758'HAS BEEN DISTURBED AND IT WAS DUG UP AND RESET.
 BJ0758
 BJ0758                          STATION RECOVERY (1976)
 BJ0758
 BJ0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0758'AT LOTTIE, 0.2 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION
 BJ0758'OF STATE HIGHWAY 81, 4 TELEPHONE POLES WEST OF BENCH MARK TT 16,
 BJ0758'196 FT SOUTH OF THE CENTER LINE OF THE SOUTH HIGHWAY LANES, 36.4
 BJ0758'FT NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD, 8 FT
 BJ0758'WEST OF A TELEPHONE POLE, A COPPER BOLT SET IN A TILE SLAB ABOUT
 BJ0758'2.5 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 BJ0758'A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1.5 FT ABOVE THE
 BJ0758'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2748 ***********************************************************************
 BJ2748  DESIGNATION -  8 CAP
 BJ2748  PID         -  BJ2748
 BJ2748  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2748  USGS QUAD   -  LOTTIE (1994)
 BJ2748
 BJ2748                         *CURRENT SURVEY CONTROL
 BJ2748  ___________________________________________________________________
 BJ2748* NAD 83(1986)-  30 33 24.     (N)    091 38 39.     (W)     SCALED    
 BJ2748* NAVD 88     -         7.57   (+/-2cm)      24.8    (feet)  VERTCON   
 BJ2748  ___________________________________________________________________
 BJ2748  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2748
 BJ2748  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2748
 BJ2748.The horizontal coordinates were scaled from a topographic map and have
 BJ2748.an estimated accuracy of +/- 6 seconds.
 BJ2748
 BJ2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2748.The vertical order pertains to the NGVD 29 superseded value.
 BJ2748
 BJ2748.The geoid height was determined by GEOID03.
 BJ2748
 BJ2748;                    North         East    Units  Estimated Accuracy
 BJ2748;SPC LA S     -   228,010.      970,180.      MT  (+/- 180 meters Scaled)
 BJ2748
 BJ2748                          SUPERSEDED SURVEY CONTROL
 BJ2748
 BJ2748  NGVD 29 (??/??/??)    7.581  (m)           24.87   (f) ADJUSTED    1 2
 BJ2748
 BJ2748.Superseded values are not recommended for survey control.
 BJ2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2748.See file dsdata.txt to determine how the superseded data were derived.
 BJ2748
 BJ2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP300812(NAD 83)
 BJ2748_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2748_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2748_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2748_STAMPING: PBM 8 1929
 BJ2748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2748
 BJ2748  HISTORY     - Date     Condition        Report By
 BJ2748  HISTORY     - 1929     MONUMENTED       DOD
 BJ2748  HISTORY     - 1964     GOOD             CGS
 BJ2748
 BJ2748                          STATION DESCRIPTION
 BJ2748
 BJ2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2748'0.2 MI SW FROM LOTTIE.
 BJ2748'ABOUT 0.2 MILE SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 190 AND
 BJ2748'STATE HIGHWAY 81 AT LOTTIE, ABOUT 0.1 MILE WEST OF THE ABANDONED
 BJ2748'MISSOURI PACIFIC RAILROAD STATION, 4 POLES EAST OF MILEPOST 616, 39
 BJ2748'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 8 FEET WEST OF A
 BJ2748'TELEPHONE POLE ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, A 4-INCH
 BJ2748'IRON PIPE BEARING A CAP WHICH PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF
 BJ2748'THE GROUND.  NOTE-- THE PIPE HAS BEEN DISTURBED AND IT WAS DUG UP AND
 BJ2748'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1524 ***********************************************************************
 CP1524  DESIGNATION -  8 DIETZE
 CP1524  PID         -  CP1524
 CP1524  STATE/COUNTY-  LA/MADISON
 CP1524  USGS QUAD   -  BEDFORD (1963)
 CP1524
 CP1524                         *CURRENT SURVEY CONTROL
 CP1524  ___________________________________________________________________
 CP1524* NAD 83(1986)-  32 14 29.     (N)    091 06 47.     (W)     SCALED    
 CP1524* NAVD 88     -        24.12   (+/-2cm)      79.1    (feet)  VERTCON   
 CP1524  ___________________________________________________________________
 CP1524  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1524
 CP1524  VERT ORDER  -  ? (See Below)
 CP1524
 CP1524.The horizontal coordinates were scaled from a topographic map and have
 CP1524.an estimated accuracy of +/- 6 seconds.
 CP1524
 CP1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1524.The vertical order pertains to the NGVD 29 superseded value.
 CP1524
 CP1524.The geoid height was determined by GEOID03.
 CP1524
 CP1524;                    North         East    Units  Estimated Accuracy
 CP1524;SPC LA N     -   193,910.    1,130,700.      MT  (+/- 180 meters Scaled)
 CP1524
 CP1524                          SUPERSEDED SURVEY CONTROL
 CP1524
 CP1524  NGVD 29 (??/??/92)   24.144  (m)           79.21   (f) ADJ UNCH    ?  
 CP1524
 CP1524.Superseded values are not recommended for survey control.
 CP1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1524.See file dsdata.txt to determine how the superseded data were derived.
 CP1524
 CP1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR777687(NAD 83)
 CP1524_MARKER: P = PIPE CAP
 CP1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1524_SP_SET: CONCRETE BLOCK
 CP1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1524
 CP1524  HISTORY     - Date     Condition        Report By
 CP1524  HISTORY     - UNK      MONUMENTED       DOD
 CP1524  HISTORY     - 1934     GOOD             DOD
 CP1524
 CP1524                          STATION DESCRIPTION
 CP1524
 CP1524'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1524'0.6 MI E FROM KING.
 CP1524'ABOUT 0.6 MILE EAST ALONG THE LEVEE FROM KING P.B.M. IS CONCRETE BLOCK
 CP1524'AND PIPE WITH BRASS CAP ON RIGHT BANK OF MISSISSIPPI RIVER IN MADISON
 CP1524'PARISH, LA.  IN OPEN FIELD NEAR THE DOWNSTREAM BOUNDARY OF THE OLD
 CP1524'CHELULA PLANTATION.  1 MILE DOWNSTREAM FROM P.B.M. 7.  ABOUT 800
 CP1524'METERS NORTHEAST OF AN OLD IRON BRIDGE ACROSS BAYOU VIDAL.  122 METERS
 CP1524'LANDSIDE OF CENTER LINE OF LEVEE.  63 METERS LANDWARD FROM CENTER LINE
 CP1524'OF GRAVELED HIGHWAY WHICH MAKES A CURVE TO RIGHT AND PARALLELS THE
 CP1524'LEVEE.  115 METERS DOWNSTREAM AND LANDSIDE OF JUNCTION OF HIGHWAY WITH
 CP1524'DITCH RUNNING LANDWARD FROM THE HIGHWAY.  P.B.M. IS PAINTED WHITE. CAP
 CP1524'IS ABOUT 24 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0248 ***********************************************************************
 BJ0248  DESIGNATION -  8 EABPL
 BJ0248  PID         -  BJ0248
 BJ0248  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0248  USGS QUAD   -  MELVILLE (1994)
 BJ0248
 BJ0248                         *CURRENT SURVEY CONTROL
 BJ0248  ___________________________________________________________________
 BJ0248* NAD 83(1986)-  30 40 42.     (N)    091 39 34.     (W)     SCALED    
 BJ0248* NAVD 88     -         8.610  (meters)      28.25   (feet)  ADJUSTED  
 BJ0248  ___________________________________________________________________
 BJ0248  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ0248  DYNAMIC HT  -           8.599 (meters)      28.21  (feet)  COMP
 BJ0248  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BJ0248
 BJ0248  VERT ORDER  -  FIRST     CLASS I
 BJ0248
 BJ0248.The horizontal coordinates were scaled from a topographic map and have
 BJ0248.an estimated accuracy of +/- 6 seconds.
 BJ0248
 BJ0248.The orthometric height was determined by differential leveling
 BJ0248.and adjusted by the National Geodetic Survey in February 1994..
 BJ0248
 BJ0248.The geoid height was determined by GEOID03.
 BJ0248
 BJ0248.The dynamic height is computed by dividing the NAVD 88
 BJ0248.geopotential number by the normal gravity value computed on the
 BJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0248.degrees latitude (g = 980.6199 gals.).
 BJ0248
 BJ0248.The modeled gravity was interpolated from observed gravity values.
 BJ0248
 BJ0248;                    North         East    Units  Estimated Accuracy
 BJ0248;SPC LA S     -   241,510.      968,750.      MT  (+/- 180 meters Scaled)
 BJ0248
 BJ0248                          SUPERSEDED SURVEY CONTROL
 BJ0248
 BJ0248  NGVD 29 (??/??/??)    8.611  (m)           28.25   (f) ADJUSTED    1 1
 BJ0248
 BJ0248.Superseded values are not recommended for survey control.
 BJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0248.See file dsdata.txt to determine how the superseded data were derived.
 BJ0248
 BJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP284947(NAD 83)
 BJ0248_MARKER: Z = SEE DESCRIPTION
 BJ0248_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0248_SP_SET: 99 FT IRON PIPE
 BJ0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0248
 BJ0248  HISTORY     - Date     Condition        Report By
 BJ0248  HISTORY     - 1976     MONUMENTED       USE
 BJ0248  HISTORY     - 1976     GOOD             NGS
 BJ0248
 BJ0248                          STATION DESCRIPTION
 BJ0248
 BJ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0248'8.4 MI SOUTH FROM MORGANZA.
 BJ0248'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0248'HIGHWAY 10, THENCE 7.6 MILES WEST AND SOUTH ALONG A LEVEE ROAD, 0.55
 BJ0248'MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 10, 0.15 MILES SOUTH OF
 BJ0248'A CATTLEGUARD, 197 FT EAST OF THE CENTER LINE OF THE ROAD, A 1-INCH
 BJ0248'IRON PIPE WITH A CAP DRIVEN TO A DEPTH 99 FT ENCASED IN A 2-INCH
 BJ0248'IRON PIPE BORED TO A DEPTH OF 72 FT WITH A 3-INCH SCREW CAP FOR
 BJ0248'ACCESS. THE SCREW CAP PROJECTS 24-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1608 ***********************************************************************
 CQ1608  DESIGNATION -  8 SES
 CQ1608  PID         -  CQ1608
 CQ1608  STATE/COUNTY-  LA/WEBSTER
 CQ1608  USGS QUAD   -  HEFLIN (1972)
 CQ1608
 CQ1608                         *CURRENT SURVEY CONTROL
 CQ1608  ___________________________________________________________________
 CQ1608* NAD 83(1986)-  32 28 13.     (N)    093 15 53.     (W)     SCALED    
 CQ1608* NAVD 88     -        84.52   (+/-2cm)     277.3    (feet)  VERTCON   
 CQ1608  ___________________________________________________________________
 CQ1608  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1608
 CQ1608  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1608
 CQ1608.The horizontal coordinates were scaled from a topographic map and have
 CQ1608.an estimated accuracy of +/- 6 seconds.
 CQ1608
 CQ1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1608.The vertical order pertains to the NGVD 29 superseded value.
 CQ1608
 CQ1608.The geoid height was determined by GEOID03.
 CQ1608
 CQ1608;                    North         East    Units  Estimated Accuracy
 CQ1608;SPC LA N     -   218,710.      928,110.      MT  (+/- 180 meters Scaled)
 CQ1608
 CQ1608                          SUPERSEDED SURVEY CONTROL
 CQ1608
 CQ1608  NGVD 29 (??/??/??)   84.580  (m)          277.49   (f) ADJUSTED    1 1
 CQ1608
 CQ1608.Superseded values are not recommended for survey control.
 CQ1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1608.See file dsdata.txt to determine how the superseded data were derived.
 CQ1608
 CQ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR751925(NAD 83)
 CQ1608_MARKER: DD = SURVEY DISK
 CQ1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1608_STAMPING: S.E.S. NO 8 1934
 CQ1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1608+STABILITY: SURFACE MOTION
 CQ1608
 CQ1608  HISTORY     - Date     Condition        Report By
 CQ1608  HISTORY     - 1934     MONUMENTED       LOCSUR
 CQ1608  HISTORY     - 1934     GOOD             CGS
 CQ1608  HISTORY     - 1938     GOOD             LOCSUR
 CQ1608  HISTORY     - 1977     GOOD             NGS
 CQ1608
 CQ1608                          STATION DESCRIPTION
 CQ1608
 CQ1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1608'1.1 MI N FROM HEFLIN.
 CQ1608'ABOUT 1.3 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1608'THE STATION AT HEFLIN, WEBSTER PARISH, ABOUT 0.3 MILE EAST OF THE
 CQ1608'TRACK, OPPOSITE MILEAGE 88.5, 30 FEET SOUTH OF A FARMHOUSE OWNED BY
 CQ1608'JOHN JONES, 67 FEET NORTHEAST OF A 24-INCH OAK TREE, AND IN A FENCE
 CQ1608'CORNER.  A SOIL EROSION SERVICE STANDARD DISK, STAMPED S.E.S. NO 8
 CQ1608'1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1608
 CQ1608                          STATION RECOVERY (1938)
 CQ1608
 CQ1608'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 CQ1608'RECOVERED IN GOOD CONDITION.
 CQ1608
 CQ1608                          STATION RECOVERY (1977)
 CQ1608
 CQ1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1608'1.1 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 CQ1608'CROSSING OF STATE HIGHWAY 531 AT HEFLIN, THENCE 0.3 MILE EAST ALONG
 CQ1608'PARISH ROAD 158 A, WHERE THE PAVEMENT ENDS, 33 FEET NORTH OF THE
 CQ1608'CENTER LINE OF THE ROAD, 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CQ1608'OF A WHITE FRAME HOUSE, 11 FEET EAST OF THE EAST EDGE OF A WATER
 CQ1608'METER, AND SET IN THE CENTER OF A DIRT DRIVEWAY LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2051 ***********************************************************************
 CQ2051  DESIGNATION -  8 V 1
 CQ2051  PID         -  CQ2051
 CQ2051  STATE/COUNTY-  LA/BOSSIER
 CQ2051  USGS QUAD   -  HUGHES (1981)
 CQ2051
 CQ2051                         *CURRENT SURVEY CONTROL
 CQ2051  ___________________________________________________________________
 CQ2051* NAD 83(1986)-  32 47 23.     (N)    093 43 16.     (W)     SCALED    
 CQ2051* NAVD 88     -        78.290  (meters)     256.86   (feet)  ADJUSTED  
 CQ2051  ___________________________________________________________________
 CQ2051  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ2051  DYNAMIC HT  -          78.202 (meters)     256.57  (feet)  COMP
 CQ2051  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 CQ2051
 CQ2051  VERT ORDER  -  SECOND    CLASS 0
 CQ2051
 CQ2051.The horizontal coordinates were scaled from a topographic map and have
 CQ2051.an estimated accuracy of +/- 6 seconds.
 CQ2051
 CQ2051.The orthometric height was determined by differential leveling
 CQ2051.and adjusted by the National Geodetic Survey in June 1991..
 CQ2051
 CQ2051.The geoid height was determined by GEOID03.
 CQ2051
 CQ2051.The dynamic height is computed by dividing the NAVD 88
 CQ2051.geopotential number by the normal gravity value computed on the
 CQ2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2051.degrees latitude (g = 980.6199 gals.).
 CQ2051
 CQ2051.The modeled gravity was interpolated from observed gravity values.
 CQ2051
 CQ2051;                    North         East    Units  Estimated Accuracy
 CQ2051;SPC LA N     -   254,530.      885,610.      MT  (+/- 180 meters Scaled)
 CQ2051
 CQ2051                          SUPERSEDED SURVEY CONTROL
 CQ2051
 CQ2051  NGVD 29 (??/??/??)   78.360  (m)          257.09   (f) ADJUSTED    2 0
 CQ2051
 CQ2051.Superseded values are not recommended for survey control.
 CQ2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2051.See file dsdata.txt to determine how the superseded data were derived.
 CQ2051
 CQ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS324282(NAD 83)
 CQ2051_MARKER: DB = BENCH MARK DISK
 CQ2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2051_STAMPING: 8V1 1968
 CQ2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2051+STABILITY: SURFACE MOTION
 CQ2051
 CQ2051  HISTORY     - Date     Condition        Report By
 CQ2051  HISTORY     - 1968     MONUMENTED       LADH
 CQ2051  HISTORY     - 1969     GOOD             LADH
 CQ2051
 CQ2051                          STATION DESCRIPTION
 CQ2051
 CQ2051'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2051'6.5 MI N FROM BENTON.
 CQ2051'ABOUT 6.5 MILES NORTH ALONG LOUISIANA HIGHWAY 3 FROM JUNCTION OF
 CQ2051'LOUISIANA HIGHWAY 3 AND LOUISIANA HIGHWAY 162 IN BENTON.  IT IS 210
 CQ2051'FEET SOUTH OF CENTERLINE OF JUNCTION OF LOUISIANA 3 AND LOUISIANA
 CQ2051'HIGHWAY 160, 84 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 3, 130
 CQ2051'FEET SOUTHEAST FROM SOUTHEAST CORNER OF STOUTS STORE, 1 FOOT NORTH OF
 CQ2051'EAST-WEST FENCE, 19 FEET SOUTHEAST OF 22 INCH WHITE OAK TREE.  SET IN
 CQ2051'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL
 CQ2051'WITNESS POST IS SET 1.0 FOOT NORTHEAST OF THE MARK.  SECTION 28, T
 CQ2051'21N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2063 ***********************************************************************
 CQ2063  DESIGNATION -  8 V 10
 CQ2063  PID         -  CQ2063
 CQ2063  STATE/COUNTY-  LA/BOSSIER
 CQ2063  USGS QUAD   -  IVAN (1981)
 CQ2063
 CQ2063                         *CURRENT SURVEY CONTROL
 CQ2063  ___________________________________________________________________
 CQ2063* NAD 83(1986)-  32 48 29.     (N)    093 34 07.     (W)     SCALED    
 CQ2063* NAVD 88     -        70.501  (meters)     231.30   (feet)  ADJUSTED  
 CQ2063  ___________________________________________________________________
 CQ2063  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ2063  DYNAMIC HT  -          70.423 (meters)     231.05  (feet)  COMP
 CQ2063  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 CQ2063
 CQ2063  VERT ORDER  -  SECOND    CLASS 0
 CQ2063
 CQ2063.The horizontal coordinates were scaled from a topographic map and have
 CQ2063.an estimated accuracy of +/- 6 seconds.
 CQ2063
 CQ2063.The orthometric height was determined by differential leveling
 CQ2063.and adjusted by the National Geodetic Survey in June 1991..
 CQ2063
 CQ2063.The geoid height was determined by GEOID03.
 CQ2063
 CQ2063.The dynamic height is computed by dividing the NAVD 88
 CQ2063.geopotential number by the normal gravity value computed on the
 CQ2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2063.degrees latitude (g = 980.6199 gals.).
 CQ2063
 CQ2063.The modeled gravity was interpolated from observed gravity values.
 CQ2063
 CQ2063;                    North         East    Units  Estimated Accuracy
 CQ2063;SPC LA N     -   256,410.      899,920.      MT  (+/- 180 meters Scaled)
 CQ2063
 CQ2063                          SUPERSEDED SURVEY CONTROL
 CQ2063
 CQ2063  NGVD 29 (??/??/??)   70.568  (m)          231.52   (f) ADJUSTED    2 0
 CQ2063
 CQ2063.Superseded values are not recommended for survey control.
 CQ2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2063.See file dsdata.txt to determine how the superseded data were derived.
 CQ2063
 CQ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS467301(NAD 83)
 CQ2063_MARKER: DD = SURVEY DISK
 CQ2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2063_STAMPING: 8V10 1968
 CQ2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2063+STABILITY: SURFACE MOTION
 CQ2063
 CQ2063  HISTORY     - Date     Condition        Report By
 CQ2063  HISTORY     - 1968     MONUMENTED       LADH
 CQ2063  HISTORY     - 1969     GOOD             LADH
 CQ2063  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2063  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2063
 CQ2063                          STATION DESCRIPTION
 CQ2063
 CQ2063'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2063'3.7 MI E FROM ROCKY MOUNT.
 CQ2063'ABOUT 3.7 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ2063'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 157 IN ROCKY MOUNT.  IT IS
 CQ2063'89 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 160, 96 FEET
 CQ2063'NORTHEAST OF PIPE LINE MARKER NUMBER 71, 32 FEET EAST OF EAST SIDE OF
 CQ2063'PIPE LINE RIGHT OF WAY.  SET IN TOP OF A CONCRETE POST PROJECTING 6
 CQ2063'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2 FEET SOUTHWEST
 CQ2063'OF THE MARK.  SECTION 14, T 21N, R 12W.
 CQ2063
 CQ2063                          STATION RECOVERY (2001)
 CQ2063
 CQ2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2063
 CQ2063                          STATION RECOVERY (2002)
 CQ2063
 CQ2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2064 ***********************************************************************
 CQ2064  DESIGNATION -  8 V 11
 CQ2064  PID         -  CQ2064
 CQ2064  STATE/COUNTY-  LA/BOSSIER
 CQ2064  USGS QUAD   -  IVAN (1981)
 CQ2064
 CQ2064                         *CURRENT SURVEY CONTROL
 CQ2064  ___________________________________________________________________
 CQ2064* NAD 83(1986)-  32 48 02.     (N)    093 33 22.     (W)     SCALED    
 CQ2064* NAVD 88     -        69.379  (meters)     227.62   (feet)  ADJUSTED  
 CQ2064  ___________________________________________________________________
 CQ2064  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ2064  DYNAMIC HT  -          69.302 (meters)     227.37  (feet)  COMP
 CQ2064  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CQ2064
 CQ2064  VERT ORDER  -  SECOND    CLASS 0
 CQ2064
 CQ2064.The horizontal coordinates were scaled from a topographic map and have
 CQ2064.an estimated accuracy of +/- 6 seconds.
 CQ2064
 CQ2064.The orthometric height was determined by differential leveling
 CQ2064.and adjusted by the National Geodetic Survey in June 1991..
 CQ2064
 CQ2064.The geoid height was determined by GEOID03.
 CQ2064
 CQ2064.The dynamic height is computed by dividing the NAVD 88
 CQ2064.geopotential number by the normal gravity value computed on the
 CQ2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2064.degrees latitude (g = 980.6199 gals.).
 CQ2064
 CQ2064.The modeled gravity was interpolated from observed gravity values.
 CQ2064
 CQ2064;                    North         East    Units  Estimated Accuracy
 CQ2064;SPC LA N     -   255,570.      901,080.      MT  (+/- 180 meters Scaled)
 CQ2064
 CQ2064                          SUPERSEDED SURVEY CONTROL
 CQ2064
 CQ2064  NGVD 29 (??/??/??)   69.446  (m)          227.84   (f) ADJUSTED    2 0
 CQ2064
 CQ2064.Superseded values are not recommended for survey control.
 CQ2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2064.See file dsdata.txt to determine how the superseded data were derived.
 CQ2064
 CQ2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS479293(NAD 83)
 CQ2064_MARKER: DD = SURVEY DISK
 CQ2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2064_STAMPING: 8V11 1968
 CQ2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2064+STABILITY: SURFACE MOTION
 CQ2064
 CQ2064  HISTORY     - Date     Condition        Report By
 CQ2064  HISTORY     - 1968     MONUMENTED       LADH
 CQ2064  HISTORY     - 1969     GOOD             LADH
 CQ2064  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2064  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2064
 CQ2064                          STATION DESCRIPTION
 CQ2064
 CQ2064'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2064'4.6 MI E FROM ROCKY MOUNT.
 CQ2064'ABOUT 4.6 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ2064'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 157 IN ROCKY MOUNT.  IT IS
 CQ2064'111 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 160, 26 FEET EAST OF
 CQ2064'DIM LOGGING ROAD, 811 FEET EAST OF 3-4 X 8 FT. R.C. BOX UNDER
 CQ2064'LOUISIANA HIGHWAY 160, 544 FEET WEST OF 24 INCH R.C. PIPE CROSS DRAIN
 CQ2064'UNDER LOUISIANA HIGHWAY 160.  SET IN TOP OF A CONCRETE POST PROJECTING
 CQ2064'4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS 1 FOOT NORTH OF
 CQ2064'THE MARK.  SECTION 24, T 21N, R 12W.
 CQ2064
 CQ2064                          STATION RECOVERY (2001)
 CQ2064
 CQ2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2064'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2064
 CQ2064                          STATION RECOVERY (2002)
 CQ2064
 CQ2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2064'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2065 ***********************************************************************
 CQ2065  DESIGNATION -  8 V 12
 CQ2065  PID         -  CQ2065
 CQ2065  STATE/COUNTY-  LA/BOSSIER
 CQ2065  USGS QUAD   -  IVAN (1981)
 CQ2065
 CQ2065                         *CURRENT SURVEY CONTROL
 CQ2065  ___________________________________________________________________
 CQ2065* NAD 83(1986)-  32 47 41.     (N)    093 32 28.     (W)     SCALED    
 CQ2065* NAVD 88     -        69.934  (meters)     229.44   (feet)  ADJUSTED  
 CQ2065  ___________________________________________________________________
 CQ2065  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2065  DYNAMIC HT  -          69.856 (meters)     229.19  (feet)  COMP
 CQ2065  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CQ2065
 CQ2065  VERT ORDER  -  SECOND    CLASS 0
 CQ2065
 CQ2065.The horizontal coordinates were scaled from a topographic map and have
 CQ2065.an estimated accuracy of +/- 6 seconds.
 CQ2065
 CQ2065.The orthometric height was determined by differential leveling
 CQ2065.and adjusted by the National Geodetic Survey in June 1991..
 CQ2065
 CQ2065.The geoid height was determined by GEOID03.
 CQ2065
 CQ2065.The dynamic height is computed by dividing the NAVD 88
 CQ2065.geopotential number by the normal gravity value computed on the
 CQ2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2065.degrees latitude (g = 980.6199 gals.).
 CQ2065
 CQ2065.The modeled gravity was interpolated from observed gravity values.
 CQ2065
 CQ2065;                    North         East    Units  Estimated Accuracy
 CQ2065;SPC LA N     -   254,910.      902,480.      MT  (+/- 180 meters Scaled)
 CQ2065
 CQ2065                          SUPERSEDED SURVEY CONTROL
 CQ2065
 CQ2065  NGVD 29 (??/??/??)   70.000  (m)          229.66   (f) ADJUSTED    2 0
 CQ2065
 CQ2065.Superseded values are not recommended for survey control.
 CQ2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2065.See file dsdata.txt to determine how the superseded data were derived.
 CQ2065
 CQ2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS493286(NAD 83)
 CQ2065_MARKER: DD = SURVEY DISK
 CQ2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2065_STAMPING: 8V12 1968
 CQ2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2065+STABILITY: SURFACE MOTION
 CQ2065
 CQ2065  HISTORY     - Date     Condition        Report By
 CQ2065  HISTORY     - 1968     MONUMENTED       LADH
 CQ2065  HISTORY     - 1969     GOOD             LADH
 CQ2065  HISTORY     - 20010331 GOOD             NGS
 CQ2065  HISTORY     - 20020114 GOOD             NGS
 CQ2065
 CQ2065                          STATION DESCRIPTION
 CQ2065
 CQ2065'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2065'0.4 MI W FROM IVAN.
 CQ2065'ABOUT 0.4 MILES WEST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ2065'PARISH ROAD CALLED YOUNGS ROAD IN IVAN.  IT IS 113 FEET NORTH OF
 CQ2065'CENTERLINE OF LOUISIANA HIGHWAY 160, 105 FEET NORTHWEST OF POWER POLE
 CQ2065'AT NORTHEAST CORNER OF LOUISIANA HIGHWAY 160 AND HARRIS ROAD RIGHT OF
 CQ2065'WAY CORNER, 51 FEET WEST OF CENTERLINE OF HARRIS ROAD ON SMALL MOUND,
 CQ2065'5.6 MILES EAST FROM JUNCTION OF LOUISIANA HIGHWAY 157 AND LOUISIANA
 CQ2065'HIGHWAY 160 IN ROCKY MOUNT AND 1 MILE WEST OF B.M. 8V11.  SET IN TOP
 CQ2065'OF CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL
 CQ2065'WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.  SECTION 19, T 21N, R
 CQ2065'11W.
 CQ2065
 CQ2065                          STATION RECOVERY (2001)
 CQ2065
 CQ2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2065
 CQ2065                          STATION RECOVERY (2002)
 CQ2065
 CQ2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2066 ***********************************************************************
 CQ2066  DESIGNATION -  8 V 13
 CQ2066  PID         -  CQ2066
 CQ2066  STATE/COUNTY-  LA/BOSSIER
 CQ2066  USGS QUAD   -  IVAN (1981)
 CQ2066
 CQ2066                         *CURRENT SURVEY CONTROL
 CQ2066  ___________________________________________________________________
 CQ2066* NAD 83(1986)-  32 48 05.     (N)    093 32 01.     (W)     SCALED    
 CQ2066* NAVD 88     -        70.493  (meters)     231.28   (feet)  ADJUSTED  
 CQ2066  ___________________________________________________________________
 CQ2066  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2066  DYNAMIC HT  -          70.415 (meters)     231.02  (feet)  COMP
 CQ2066  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CQ2066
 CQ2066  VERT ORDER  -  SECOND    CLASS 0
 CQ2066
 CQ2066.The horizontal coordinates were scaled from a topographic map and have
 CQ2066.an estimated accuracy of +/- 6 seconds.
 CQ2066
 CQ2066.The orthometric height was determined by differential leveling
 CQ2066.and adjusted by the National Geodetic Survey in June 1991..
 CQ2066
 CQ2066.The geoid height was determined by GEOID03.
 CQ2066
 CQ2066.The dynamic height is computed by dividing the NAVD 88
 CQ2066.geopotential number by the normal gravity value computed on the
 CQ2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2066.degrees latitude (g = 980.6199 gals.).
 CQ2066
 CQ2066.The modeled gravity was interpolated from observed gravity values.
 CQ2066
 CQ2066;                    North         East    Units  Estimated Accuracy
 CQ2066;SPC LA N     -   255,640.      903,190.      MT  (+/- 180 meters Scaled)
 CQ2066
 CQ2066                          SUPERSEDED SURVEY CONTROL
 CQ2066
 CQ2066  NGVD 29 (??/??/??)   70.558  (m)          231.49   (f) ADJUSTED    2 0
 CQ2066
 CQ2066.Superseded values are not recommended for survey control.
 CQ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2066.See file dsdata.txt to determine how the superseded data were derived.
 CQ2066
 CQ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS500293(NAD 83)
 CQ2066_MARKER: DD = SURVEY DISK
 CQ2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2066_STAMPING: 8V13 1968
 CQ2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2066+STABILITY: SURFACE MOTION
 CQ2066
 CQ2066  HISTORY     - Date     Condition        Report By
 CQ2066  HISTORY     - 1968     MONUMENTED       LADH
 CQ2066  HISTORY     - 1969     GOOD             LADH
 CQ2066  HISTORY     - 1980     GOOD             LADTD
 CQ2066  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2066  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2066
 CQ2066                          STATION DESCRIPTION
 CQ2066
 CQ2066'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2066'0.5 MI E FROM IVAN.
 CQ2066'ABOUT 0.5 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ2066'PARISH ROAD CALLED YOUNGS ROAD AND LOUISIANA HIGHWAY 160 IN IVAN.  IT
 CQ2066'IS 106 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 160 AND PARISH
 CQ2066'ROAD CALLED BASS ROAD JUNCTION, ON SOUTH SIDE OF CULTIVATED FIELD, 1
 CQ2066'FOOT SOUTH OF FENCE RUNNING EAST AND WEST, 35 FEET NORTH OF 30 INCH
 CQ2066'RED OAK.  SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 CQ2066'GROUND.  A STEEL WITNESS POST IS SET 2 FEET EAST OF THE MARK. SECTION
 CQ2066'19, T 21N, R 11W.
 CQ2066
 CQ2066                          STATION RECOVERY (1980)
 CQ2066
 CQ2066'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ2066'RECOVERED IN GOOD CONDITION.
 CQ2066
 CQ2066                          STATION RECOVERY (2001)
 CQ2066
 CQ2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2066
 CQ2066                          STATION RECOVERY (2002)
 CQ2066
 CQ2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2067 ***********************************************************************
 CQ2067  DESIGNATION -  8 V 14
 CQ2067  PID         -  CQ2067
 CQ2067  STATE/COUNTY-  LA/BOSSIER
 CQ2067  USGS QUAD   -  IVAN (1981)
 CQ2067
 CQ2067                         *CURRENT SURVEY CONTROL
 CQ2067  ___________________________________________________________________
 CQ2067* NAD 83(1986)-  32 49 02.     (N)    093 31 26.     (W)     SCALED    
 CQ2067* NAVD 88     -        70.173  (meters)     230.23   (feet)  ADJUSTED  
 CQ2067  ___________________________________________________________________
 CQ2067  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2067  DYNAMIC HT  -          70.095 (meters)     229.97  (feet)  COMP
 CQ2067  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 CQ2067
 CQ2067  VERT ORDER  -  SECOND    CLASS 0
 CQ2067
 CQ2067.The horizontal coordinates were scaled from a topographic map and have
 CQ2067.an estimated accuracy of +/- 6 seconds.
 CQ2067
 CQ2067.The orthometric height was determined by differential leveling
 CQ2067.and adjusted by the National Geodetic Survey in June 1991..
 CQ2067
 CQ2067.The geoid height was determined by GEOID03.
 CQ2067
 CQ2067.The dynamic height is computed by dividing the NAVD 88
 CQ2067.geopotential number by the normal gravity value computed on the
 CQ2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2067.degrees latitude (g = 980.6199 gals.).
 CQ2067
 CQ2067.The modeled gravity was interpolated from observed gravity values.
 CQ2067
 CQ2067;                    North         East    Units  Estimated Accuracy
 CQ2067;SPC LA N     -   257,390.      904,120.      MT  (+/- 180 meters Scaled)
 CQ2067
 CQ2067                          SUPERSEDED SURVEY CONTROL
 CQ2067
 CQ2067  NGVD 29 (??/??/??)   70.239  (m)          230.44   (f) ADJUSTED    2 0
 CQ2067
 CQ2067.Superseded values are not recommended for survey control.
 CQ2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2067.See file dsdata.txt to determine how the superseded data were derived.
 CQ2067
 CQ2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS509311(NAD 83)
 CQ2067_MARKER: DD = SURVEY DISK
 CQ2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2067_STAMPING: 8V14 1968
 CQ2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2067+STABILITY: SURFACE MOTION
 CQ2067
 CQ2067  HISTORY     - Date     Condition        Report By
 CQ2067  HISTORY     - 1968     MONUMENTED       LADH
 CQ2067  HISTORY     - 1969     GOOD             LADH
 CQ2067  HISTORY     - 1980     GOOD             LADTD
 CQ2067  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2067  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2067
 CQ2067                          STATION DESCRIPTION
 CQ2067
 CQ2067'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2067'1.7 MI E FROM IVAN.
 CQ2067'ABOUT 1.7 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ2067'PARISH ROAD CALLED YOUNGS ROAD AND LOUISIANA 160 IN IVAN.  IT IS 105
 CQ2067'FEET NORTHWEST OF CENTERLINE OF LOUISIANA HIGHWAY 160, 92 FEET
 CQ2067'SOUTHEAST OF CENTERLINE OF LOUISIANA HIGHWAY 529, 35 FEET EAST OF
 CQ2067'LARGE PINE NEAREST CENTERLINE OF LOUISIANA HIGHWAY 160 IN LINE OF SIX
 CQ2067'LARGE PINES.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 CQ2067'THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 CQ2067'SECTION 17, T 21N, R 11W.
 CQ2067
 CQ2067                          STATION RECOVERY (1980)
 CQ2067
 CQ2067'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ2067'RECOVERED IN GOOD CONDITION.
 CQ2067
 CQ2067                          STATION RECOVERY (2001)
 CQ2067
 CQ2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2067
 CQ2067                          STATION RECOVERY (2002)
 CQ2067
 CQ2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1405 ***********************************************************************
 CQ1405  DESIGNATION -  8 V 16
 CQ1405  PID         -  CQ1405
 CQ1405  STATE/COUNTY-  LA/BOSSIER
 CQ1405  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1405
 CQ1405                         *CURRENT SURVEY CONTROL
 CQ1405  ___________________________________________________________________
 CQ1405* NAD 83(1986)-  32 49 24.     (N)    093 29 30.     (W)     SCALED    
 CQ1405* NAVD 88     -        68.195  (meters)     223.74   (feet)  ADJUSTED  
 CQ1405  ___________________________________________________________________
 CQ1405  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1405  DYNAMIC HT  -          68.120 (meters)     223.49  (feet)  COMP
 CQ1405  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CQ1405
 CQ1405  VERT ORDER  -  SECOND    CLASS 0
 CQ1405
 CQ1405.The horizontal coordinates were scaled from a topographic map and have
 CQ1405.an estimated accuracy of +/- 6 seconds.
 CQ1405
 CQ1405.The orthometric height was determined by differential leveling
 CQ1405.and adjusted by the National Geodetic Survey in June 1991..
 CQ1405
 CQ1405.The geoid height was determined by GEOID03.
 CQ1405
 CQ1405.The dynamic height is computed by dividing the NAVD 88
 CQ1405.geopotential number by the normal gravity value computed on the
 CQ1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1405.degrees latitude (g = 980.6199 gals.).
 CQ1405
 CQ1405.The modeled gravity was interpolated from observed gravity values.
 CQ1405
 CQ1405;                    North         East    Units  Estimated Accuracy
 CQ1405;SPC LA N     -   258,040.      907,140.      MT  (+/- 180 meters Scaled)
 CQ1405
 CQ1405                          SUPERSEDED SURVEY CONTROL
 CQ1405
 CQ1405  NGVD 29 (??/??/??)   68.260  (m)          223.95   (f) ADJUSTED    2 0
 CQ1405
 CQ1405.Superseded values are not recommended for survey control.
 CQ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1405.See file dsdata.txt to determine how the superseded data were derived.
 CQ1405
 CQ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS539318(NAD 83)
 CQ1405_MARKER: DD = SURVEY DISK
 CQ1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1405_STAMPING: 8V16 1968
 CQ1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1405+STABILITY: SURFACE MOTION
 CQ1405
 CQ1405  HISTORY     - Date     Condition        Report By
 CQ1405  HISTORY     - 1968     MONUMENTED       LADH
 CQ1405  HISTORY     - 1969     GOOD             LADH
 CQ1405  HISTORY     - 1980     GOOD             LADTD
 CQ1405  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ1405  HISTORY     - 20020114 GOOD             NGS
 CQ1405
 CQ1405                          STATION DESCRIPTION
 CQ1405
 CQ1405'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1405'3.6 MI E FROM IVAN.
 CQ1405'ABOUT 3.6 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1405'PARISH ROAD CALLED YOUNGS ROAD AND LOUISIANA HIGHWAY 160 IN IVAN.  IT
 CQ1405'IS 147 FEET SOUTH OF CENTERLINE OF HIGHWAY 160, 47 FEET NORTHEAST OF
 CQ1405'NORTHEAST CORNER OF FRAME RESIDENCE OF JOHN SIMS, 11 FEET SOUTHEAST OF
 CQ1405'15 INCH COTTONWOOD IN YARD OF RESIDENCE, 1 FOOT WEST OF EAST YARD
 CQ1405'FENCE.  SET IN THE TOP OF CONCRETE POST PROJECTING FLUSH WITH GROUND.
 CQ1405'A STEEL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.  SECTION 10, T
 CQ1405'21N, R 11W.
 CQ1405
 CQ1405                          STATION RECOVERY (1980)
 CQ1405
 CQ1405'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ1405'RECOVERED IN GOOD CONDITION.
 CQ1405
 CQ1405                          STATION RECOVERY (2001)
 CQ1405
 CQ1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ1405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ1405
 CQ1405                          STATION RECOVERY (2002)
 CQ1405
 CQ1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1406 ***********************************************************************
 CQ1406  DESIGNATION -  8 V 17
 CQ1406  PID         -  CQ1406
 CQ1406  STATE/COUNTY-  LA/BOSSIER
 CQ1406  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1406
 CQ1406                         *CURRENT SURVEY CONTROL
 CQ1406  ___________________________________________________________________
 CQ1406* NAD 83(1986)-  32 49 15.     (N)    093 28 31.     (W)     SCALED    
 CQ1406* NAVD 88     -        66.305  (meters)     217.54   (feet)  ADJUSTED  
 CQ1406  ___________________________________________________________________
 CQ1406  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1406  DYNAMIC HT  -          66.232 (meters)     217.30  (feet)  COMP
 CQ1406  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CQ1406
 CQ1406  VERT ORDER  -  SECOND    CLASS 0
 CQ1406
 CQ1406.The horizontal coordinates were scaled from a topographic map and have
 CQ1406.an estimated accuracy of +/- 6 seconds.
 CQ1406
 CQ1406.The orthometric height was determined by differential leveling
 CQ1406.and adjusted by the National Geodetic Survey in June 1991..
 CQ1406
 CQ1406.The geoid height was determined by GEOID03.
 CQ1406
 CQ1406.The dynamic height is computed by dividing the NAVD 88
 CQ1406.geopotential number by the normal gravity value computed on the
 CQ1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1406.degrees latitude (g = 980.6199 gals.).
 CQ1406
 CQ1406.The modeled gravity was interpolated from observed gravity values.
 CQ1406
 CQ1406;                    North         East    Units  Estimated Accuracy
 CQ1406;SPC LA N     -   257,750.      908,670.      MT  (+/- 180 meters Scaled)
 CQ1406
 CQ1406                          SUPERSEDED SURVEY CONTROL
 CQ1406
 CQ1406  NGVD 29 (??/??/??)   66.370  (m)          217.75   (f) ADJUSTED    2 0
 CQ1406
 CQ1406.Superseded values are not recommended for survey control.
 CQ1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1406.See file dsdata.txt to determine how the superseded data were derived.
 CQ1406
 CQ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS555315(NAD 83)
 CQ1406_MARKER: DD = SURVEY DISK
 CQ1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1406_STAMPING: 8V17 1968
 CQ1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1406+STABILITY: SURFACE MOTION
 CQ1406
 CQ1406  HISTORY     - Date     Condition        Report By
 CQ1406  HISTORY     - 1968     MONUMENTED       LADH
 CQ1406  HISTORY     - 1969     GOOD             LADH
 CQ1406  HISTORY     - 1980     GOOD             LADTD
 CQ1406  HISTORY     - 20010331 GOOD             NGS
 CQ1406  HISTORY     - 20020114 GOOD             NGS
 CQ1406
 CQ1406                          STATION DESCRIPTION
 CQ1406
 CQ1406'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1406'4.6 MI E FROM IVAN.
 CQ1406'ABOUT 4.6 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1406'PARISH ROAD CALLED YOUNGS ROAD AND LOUISIANA HIGHWAY 160 IN IVAN.  IT
 CQ1406'IS 212 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 160, 37 FEET EAST
 CQ1406'OF EAST SIDE OF PIPE LINE RIGHT OF WAY, 25 FEET SOUTH OF TRACE OF OLD
 CQ1406'GRADED ROAD RUNNING EAST AND WEST, 5.2 MILES WEST OF JUNCTION OF
 CQ1406'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY AND 1.0
 CQ1406'MILES EAST OF B.M. 8V16.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ1406'4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTH
 CQ1406'OF THE MARK.  SECTION 11, T 21N, R 11W.
 CQ1406
 CQ1406                          STATION RECOVERY (1980)
 CQ1406
 CQ1406'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ1406'RECOVERED IN GOOD CONDITION.
 CQ1406
 CQ1406                          STATION RECOVERY (2001)
 CQ1406
 CQ1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ1406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ1406
 CQ1406                          STATION RECOVERY (2002)
 CQ1406
 CQ1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1407 ***********************************************************************
 CQ1407  DESIGNATION -  8 V 18
 CQ1407  PID         -  CQ1407
 CQ1407  STATE/COUNTY-  LA/BOSSIER
 CQ1407  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1407
 CQ1407                         *CURRENT SURVEY CONTROL
 CQ1407  ___________________________________________________________________
 CQ1407* NAD 83(1986)-  32 48 52.     (N)    093 27 40.     (W)     SCALED    
 CQ1407* NAVD 88     -        62.540  (meters)     205.18   (feet)  ADJUSTED  
 CQ1407  ___________________________________________________________________
 CQ1407  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1407  DYNAMIC HT  -          62.471 (meters)     204.96  (feet)  COMP
 CQ1407  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CQ1407
 CQ1407  VERT ORDER  -  SECOND    CLASS 0
 CQ1407
 CQ1407.The horizontal coordinates were scaled from a topographic map and have
 CQ1407.an estimated accuracy of +/- 6 seconds.
 CQ1407
 CQ1407.The orthometric height was determined by differential leveling
 CQ1407.and adjusted by the National Geodetic Survey in June 1991..
 CQ1407
 CQ1407.The geoid height was determined by GEOID03.
 CQ1407
 CQ1407.The dynamic height is computed by dividing the NAVD 88
 CQ1407.geopotential number by the normal gravity value computed on the
 CQ1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1407.degrees latitude (g = 980.6199 gals.).
 CQ1407
 CQ1407.The modeled gravity was interpolated from observed gravity values.
 CQ1407
 CQ1407;                    North         East    Units  Estimated Accuracy
 CQ1407;SPC LA N     -   257,030.      909,990.      MT  (+/- 180 meters Scaled)
 CQ1407
 CQ1407                          SUPERSEDED SURVEY CONTROL
 CQ1407
 CQ1407  NGVD 29 (??/??/??)   62.604  (m)          205.39   (f) ADJUSTED    2 0
 CQ1407
 CQ1407.Superseded values are not recommended for survey control.
 CQ1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1407.See file dsdata.txt to determine how the superseded data were derived.
 CQ1407
 CQ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS568308(NAD 83)
 CQ1407_MARKER: DD = SURVEY DISK
 CQ1407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1407_SP_SET: BRIDGE
 CQ1407_STAMPING: 8V18 1968
 CQ1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1407
 CQ1407  HISTORY     - Date     Condition        Report By
 CQ1407  HISTORY     - 1968     MONUMENTED       LADH
 CQ1407  HISTORY     - 1969     GOOD             LADH
 CQ1407  HISTORY     - 1980     GOOD             LADTD
 CQ1407  HISTORY     - 20010331 GOOD             NGS
 CQ1407  HISTORY     - 20020114 GOOD             NGS
 CQ1407
 CQ1407                          STATION DESCRIPTION
 CQ1407
 CQ1407'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1407'4.3 MI W FROM COTTON VALLEY.
 CQ1407'ABOUT 4.3 MILES WEST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ1407'LOUISIANAN HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT
 CQ1407'IS 18 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 160, IN WEST END
 CQ1407'OF BRIDGE ABUTMENT OVER BODCAW BAYOU.  DISK DRILLED IN ABUTMENT FLUSH.
 CQ1407'A STEEL WITNESS POST IS SET 2 FEET SOUTH OF THE MARK. SECTION 14, T
 CQ1407'21N, R 11W.
 CQ1407
 CQ1407                          STATION RECOVERY (1980)
 CQ1407
 CQ1407'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ1407'RECOVERED IN GOOD CONDITION.
 CQ1407
 CQ1407                          STATION RECOVERY (2001)
 CQ1407
 CQ1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ1407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ1407
 CQ1407                          STATION RECOVERY (2002)
 CQ1407
 CQ1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2371 ***********************************************************************
 CQ2371  DESIGNATION -  8 V 19
 CQ2371  PID         -  CQ2371
 CQ2371  STATE/COUNTY-  LA/BOSSIER
 CQ2371  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2371
 CQ2371                         *CURRENT SURVEY CONTROL
 CQ2371  ___________________________________________________________________
 CQ2371* NAD 83(1986)-  32 54 20.     (N)    093 41 47.     (W)     SCALED    
 CQ2371* NAVD 88     -        83.828  (meters)     275.03   (feet)  ADJUSTED  
 CQ2371  ___________________________________________________________________
 CQ2371  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2371  DYNAMIC HT  -          83.735 (meters)     274.72  (feet)  COMP
 CQ2371  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 CQ2371
 CQ2371  VERT ORDER  -  SECOND    CLASS II
 CQ2371
 CQ2371.The horizontal coordinates were scaled from a topographic map and have
 CQ2371.an estimated accuracy of +/- 6 seconds.
 CQ2371
 CQ2371.The orthometric height was determined by differential leveling
 CQ2371.and adjusted by the National Geodetic Survey in June 1991..
 CQ2371
 CQ2371.The geoid height was determined by GEOID03.
 CQ2371
 CQ2371.The dynamic height is computed by dividing the NAVD 88
 CQ2371.geopotential number by the normal gravity value computed on the
 CQ2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2371.degrees latitude (g = 980.6199 gals.).
 CQ2371
 CQ2371.The modeled gravity was interpolated from observed gravity values.
 CQ2371
 CQ2371;                    North         East    Units  Estimated Accuracy
 CQ2371;SPC LA N     -   267,350.      888,070.      MT  (+/- 180 meters Scaled)
 CQ2371
 CQ2371                          SUPERSEDED SURVEY CONTROL
 CQ2371
 CQ2371  NGVD 29 (??/??/??)   83.894  (m)          275.24   (f) ADJUSTED    2 2
 CQ2371
 CQ2371.Superseded values are not recommended for survey control.
 CQ2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2371.See file dsdata.txt to determine how the superseded data were derived.
 CQ2371
 CQ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS348410(NAD 83)
 CQ2371_MARKER: DD = SURVEY DISK
 CQ2371_SETTING: 0 = UNSPECIFIED SETTING
 CQ2371_STAMPING: 8V19 (LDH) 1969
 CQ2371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2371
 CQ2371  HISTORY     - Date     Condition        Report By
 CQ2371  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2371  HISTORY     - 1973     GOOD             LADTD
 CQ2371  HISTORY     - 20041226 MARK NOT FOUND   USPSQD
 CQ2371
 CQ2371                          STATION DESCRIPTION
 CQ2371
 CQ2371'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2371'IN PLAIN DEALING.
 CQ2371'LOCATED AT THE INTERSECTION OF LOUISIANA STATE HIGHWAY 2 AND LOUISIANA
 CQ2371'STATE HIGHWAY 157 IN THE TOWN OF PLAIN DEALING.  IT IS 38 FEET SOUTH
 CQ2371'OF THE CENTER LINE OF HIGHWAY 2, 6 FEET SOUTH EAST OF A POWER POLE NO.
 CQ2371'20, 5 FEET SOUTH EAST OF A CYCLONE FENCE CORNER, 53 FEET EAST OF THE
 CQ2371'NORTH EAST CORNER OF A WHITE FRAME RESIDENCE.  IT IS 5 FEET SOUTH OF A
 CQ2371'METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2371
 CQ2371                          STATION RECOVERY (2004)
 CQ2371
 CQ2371'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CQ2371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2052 ***********************************************************************
 CQ2052  DESIGNATION -  8 V 2
 CQ2052  PID         -  CQ2052
 CQ2052  STATE/COUNTY-  LA/BOSSIER
 CQ2052  USGS QUAD   -  HUGHES (1981)
 CQ2052
 CQ2052                         *CURRENT SURVEY CONTROL
 CQ2052  ___________________________________________________________________
 CQ2052* NAD 83(1986)-  32 47 09.     (N)    093 41 54.     (W)     SCALED    
 CQ2052* NAVD 88     -        66.835  (meters)     219.27   (feet)  ADJUSTED  
 CQ2052  ___________________________________________________________________
 CQ2052  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ2052  DYNAMIC HT  -          66.761 (meters)     219.03  (feet)  COMP
 CQ2052  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CQ2052
 CQ2052  VERT ORDER  -  SECOND    CLASS 0
 CQ2052
 CQ2052.The horizontal coordinates were scaled from a topographic map and have
 CQ2052.an estimated accuracy of +/- 6 seconds.
 CQ2052
 CQ2052.The orthometric height was determined by differential leveling
 CQ2052.and adjusted by the National Geodetic Survey in June 1991..
 CQ2052
 CQ2052.The geoid height was determined by GEOID03.
 CQ2052
 CQ2052.The dynamic height is computed by dividing the NAVD 88
 CQ2052.geopotential number by the normal gravity value computed on the
 CQ2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2052.degrees latitude (g = 980.6199 gals.).
 CQ2052
 CQ2052.The modeled gravity was interpolated from observed gravity values.
 CQ2052
 CQ2052;                    North         East    Units  Estimated Accuracy
 CQ2052;SPC LA N     -   254,070.      887,740.      MT  (+/- 180 meters Scaled)
 CQ2052
 CQ2052                          SUPERSEDED SURVEY CONTROL
 CQ2052
 CQ2052  NGVD 29 (??/??/??)   66.905  (m)          219.50   (f) ADJUSTED    2 0
 CQ2052
 CQ2052.Superseded values are not recommended for survey control.
 CQ2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2052.See file dsdata.txt to determine how the superseded data were derived.
 CQ2052
 CQ2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS346277(NAD 83)
 CQ2052_MARKER: DB = BENCH MARK DISK
 CQ2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2052_STAMPING: 8V2 1968
 CQ2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2052+STABILITY: SURFACE MOTION
 CQ2052
 CQ2052  HISTORY     - Date     Condition        Report By
 CQ2052  HISTORY     - 1968     MONUMENTED       LADH
 CQ2052  HISTORY     - 1968     GOOD             LADH
 CQ2052
 CQ2052                          STATION DESCRIPTION
 CQ2052
 CQ2052'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ2052'8.0 MI E FROM BENTON.
 CQ2052'ABOUT 6.5 MILES NORTH FROM JUNCTION OF LOUISIANA HIGHWAY 3 AND
 CQ2052'LOUISIANA HIGHWAY 162 IN BENTON.  THENCE EAST 1.5 MILES ON LOUISIANA
 CQ2052'HIGHWAY 160 TOWARD ROCKY MOUNT.  IT IS 193 FEET NORTH OF LOUISIANA
 CQ2052'HIGHWAY 160, 166 FEET SOUTHEAST OF SOUTHEAST CORNER OF RESIDENCE OF
 CQ2052'JOHN HUDSON, 77.5 FEET SOUTH OF WELL, 75 FEET SOUTHEAST OF 6 INCH
 CQ2052'MIMESA TREE IN RESIDENCE YARD, 3 FEET SOUTH OF FENCE CORNER OF
 CQ2052'RESIDENCE OF JOHN HUDSON.  SET IN TOP OF A CONCRETE POST PROJECTING 4
 CQ2052'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2.1 FEET SOUTH
 CQ2052'OF THE MARK.  SECTION 27, T 21N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2372 ***********************************************************************
 CQ2372  DESIGNATION -  8 V 20
 CQ2372  PID         -  CQ2372
 CQ2372  STATE/COUNTY-  LA/BOSSIER
 CQ2372  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2372
 CQ2372                         *CURRENT SURVEY CONTROL
 CQ2372  ___________________________________________________________________
 CQ2372* NAD 83(1986)-  32 55 05.     (N)    093 41 28.     (W)     SCALED    
 CQ2372* NAVD 88     -       108.132  (meters)     354.76   (feet)  ADJUSTED  
 CQ2372  ___________________________________________________________________
 CQ2372  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ2372  DYNAMIC HT  -         108.013 (meters)     354.37  (feet)  COMP
 CQ2372  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 CQ2372
 CQ2372  VERT ORDER  -  SECOND    CLASS II
 CQ2372
 CQ2372.The horizontal coordinates were scaled from a topographic map and have
 CQ2372.an estimated accuracy of +/- 6 seconds.
 CQ2372
 CQ2372.The orthometric height was determined by differential leveling
 CQ2372.and adjusted by the National Geodetic Survey in June 1991..
 CQ2372
 CQ2372.The geoid height was determined by GEOID03.
 CQ2372
 CQ2372.The dynamic height is computed by dividing the NAVD 88
 CQ2372.geopotential number by the normal gravity value computed on the
 CQ2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2372.degrees latitude (g = 980.6199 gals.).
 CQ2372
 CQ2372.The modeled gravity was interpolated from observed gravity values.
 CQ2372
 CQ2372;                    North         East    Units  Estimated Accuracy
 CQ2372;SPC LA N     -   268,730.      888,580.      MT  (+/- 180 meters Scaled)
 CQ2372
 CQ2372                          SUPERSEDED SURVEY CONTROL
 CQ2372
 CQ2372  NGVD 29 (??/??/??)  108.198  (m)          354.98   (f) ADJUSTED    2 2
 CQ2372
 CQ2372.Superseded values are not recommended for survey control.
 CQ2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2372.See file dsdata.txt to determine how the superseded data were derived.
 CQ2372
 CQ2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS353424(NAD 83)
 CQ2372_MARKER: DD = SURVEY DISK
 CQ2372_SETTING: 0 = UNSPECIFIED SETTING
 CQ2372_STAMPING: 8V20 (LDH) 1969
 CQ2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2372
 CQ2372  HISTORY     - Date     Condition        Report By
 CQ2372  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2372  HISTORY     - 1976     GOOD             LADTD
 CQ2372
 CQ2372                          STATION DESCRIPTION
 CQ2372
 CQ2372'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2372'1.0 MI NE FROM PLAIN DEALING.
 CQ2372'LOCATED 1.0 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM ITS
 CQ2372'JUNCTION WITH LOUISIANA HIGHWAY 2 IN PLAIN DEALING.  IT IS 117 FEET
 CQ2372'WEST OF THE CENTERLINE OF HIGHWAY 157, 13 FEET NORTH OF THE NORTHWEST
 CQ2372'CORNER OF A FRAME RESIDENCE, 19 FEET NORTHEAST OF A 36 INCH WATER
 CQ2372'WELL, 3 FEET SOUTH OF A YARD FENCE LEADING WEST, 11 FEET SOUTHEAST OF
 CQ2372'A FENCE CORNER.  IT IS 2 FEET NORTH OF A METAL WITNESS POST AND FLUSH
 CQ2372'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2373 ***********************************************************************
 CQ2373  DESIGNATION -  8 V 21
 CQ2373  PID         -  CQ2373
 CQ2373  STATE/COUNTY-  LA/BOSSIER
 CQ2373  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2373
 CQ2373                         *CURRENT SURVEY CONTROL
 CQ2373  ___________________________________________________________________
 CQ2373* NAD 83(1986)-  32 55 46.     (N)    093 40 46.     (W)     SCALED    
 CQ2373* NAVD 88     -       105.266  (meters)     345.36   (feet)  ADJUSTED  
 CQ2373  ___________________________________________________________________
 CQ2373  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ2373  DYNAMIC HT  -         105.151 (meters)     344.98  (feet)  COMP
 CQ2373  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CQ2373
 CQ2373  VERT ORDER  -  SECOND    CLASS II
 CQ2373
 CQ2373.The horizontal coordinates were scaled from a topographic map and have
 CQ2373.an estimated accuracy of +/- 6 seconds.
 CQ2373
 CQ2373.The orthometric height was determined by differential leveling
 CQ2373.and adjusted by the National Geodetic Survey in June 1991..
 CQ2373
 CQ2373.The geoid height was determined by GEOID03.
 CQ2373
 CQ2373.The dynamic height is computed by dividing the NAVD 88
 CQ2373.geopotential number by the normal gravity value computed on the
 CQ2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2373.degrees latitude (g = 980.6199 gals.).
 CQ2373
 CQ2373.The modeled gravity was interpolated from observed gravity values.
 CQ2373
 CQ2373;                    North         East    Units  Estimated Accuracy
 CQ2373;SPC LA N     -   269,980.      889,680.      MT  (+/- 180 meters Scaled)
 CQ2373
 CQ2373                          SUPERSEDED SURVEY CONTROL
 CQ2373
 CQ2373  NGVD 29 (??/??/??)  105.332  (m)          345.58   (f) ADJUSTED    2 2
 CQ2373
 CQ2373.Superseded values are not recommended for survey control.
 CQ2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2373.See file dsdata.txt to determine how the superseded data were derived.
 CQ2373
 CQ2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS364436(NAD 83)
 CQ2373_MARKER: DD = SURVEY DISK
 CQ2373_SETTING: 0 = UNSPECIFIED SETTING
 CQ2373_STAMPING: 8V21 LDH
 CQ2373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2373
 CQ2373  HISTORY     - Date     Condition        Report By
 CQ2373  HISTORY     - UNK      MONUMENTED       LADTD
 CQ2373  HISTORY     - 1976     GOOD             LADTD
 CQ2373  HISTORY     - 20010331 GOOD             NGS
 CQ2373  HISTORY     - 20020114 GOOD             NGS
 CQ2373
 CQ2373                          STATION DESCRIPTION
 CQ2373
 CQ2373'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2373'1.9 MI NE FROM PLAIN DEALING.
 CQ2373'LOCATED 1.9 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM ITS
 CQ2373'JUNCTION WITH LOUISIANA HIGHWAY 2 AND THE MARK ON THE RIGHT.  IT IS
 CQ2373'145 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157, 27 FEET
 CQ2373'SOUTHWEST OF A 14 INCH MULBERRY TREE, 34 FEET SOUTHWEST OF A FENCE
 CQ2373'CORNER, 63 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE FRAME
 CQ2373'RESIDENCE, 29 FEET SOUTH OF A 36 INCH WATER WELL, 73 FEET WEST OF A 12
 CQ2373'INCH PINE TREE, 3 FEET NORTH OF A FENCE.  IT IS 2 FEET WEST OF A METAL
 CQ2373'WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2373
 CQ2373                          STATION RECOVERY (2001)
 CQ2373
 CQ2373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2373'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2373
 CQ2373                          STATION RECOVERY (2002)
 CQ2373
 CQ2373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2373'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2374 ***********************************************************************
 CQ2374  DESIGNATION -  8 V 22
 CQ2374  PID         -  CQ2374
 CQ2374  STATE/COUNTY-  LA/BOSSIER
 CQ2374  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2374
 CQ2374                         *CURRENT SURVEY CONTROL
 CQ2374  ___________________________________________________________________
 CQ2374* NAD 83(1986)-  32 56 22.     (N)    093 40 15.     (W)     SCALED    
 CQ2374* NAVD 88     -       131.711  (meters)     432.12   (feet)  ADJUSTED  
 CQ2374  ___________________________________________________________________
 CQ2374  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ2374  DYNAMIC HT  -         131.567 (meters)     431.65  (feet)  COMP
 CQ2374  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CQ2374
 CQ2374  VERT ORDER  -  SECOND    CLASS II
 CQ2374
 CQ2374.The horizontal coordinates were scaled from a topographic map and have
 CQ2374.an estimated accuracy of +/- 6 seconds.
 CQ2374
 CQ2374.The orthometric height was determined by differential leveling
 CQ2374.and adjusted by the National Geodetic Survey in June 1991..
 CQ2374
 CQ2374.The geoid height was determined by GEOID03.
 CQ2374
 CQ2374.The dynamic height is computed by dividing the NAVD 88
 CQ2374.geopotential number by the normal gravity value computed on the
 CQ2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2374.degrees latitude (g = 980.6199 gals.).
 CQ2374
 CQ2374.The modeled gravity was interpolated from observed gravity values.
 CQ2374
 CQ2374;                    North         East    Units  Estimated Accuracy
 CQ2374;SPC LA N     -   271,080.      890,500.      MT  (+/- 180 meters Scaled)
 CQ2374
 CQ2374                          SUPERSEDED SURVEY CONTROL
 CQ2374
 CQ2374  NGVD 29 (??/??/??)  131.773  (m)          432.33   (f) ADJUSTED    2 2
 CQ2374
 CQ2374.Superseded values are not recommended for survey control.
 CQ2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2374.See file dsdata.txt to determine how the superseded data were derived.
 CQ2374
 CQ2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS372447(NAD 83)
 CQ2374_MARKER: DD = SURVEY DISK
 CQ2374_SETTING: 0 = UNSPECIFIED SETTING
 CQ2374_STAMPING: 8V22 LDH 1969
 CQ2374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2374
 CQ2374  HISTORY     - Date     Condition        Report By
 CQ2374  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2374  HISTORY     - 1973     GOOD             LADTD
 CQ2374  HISTORY     - 20010331 GOOD             NGS
 CQ2374  HISTORY     - 20020114 GOOD             NGS
 CQ2374
 CQ2374                          STATION DESCRIPTION
 CQ2374
 CQ2374'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2374'2.9 MI NE FROM PLAIN DEALING.
 CQ2374'LOCATED 2.9 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM ITS
 CQ2374'JUNCTION WITH LOUISIANA HIGHWAY 2 AND THE MARK ON THE RIGHT.  IT IS
 CQ2374'184 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  5 FEET
 CQ2374'WEST OF A FENCE LEADING NORTH.  67 FEET EAST OF A SERVICE POWER POLE.
 CQ2374'39 FEET NORTHEAST OF A 24 INCH GUM TREE.  59 FEET NORTHEAST OF THE
 CQ2374'NORTHWEST CORNER OF A GARAGE.  41 FEET SOUTH OF A 36 INCH OAK TREE. IT
 CQ2374'IS 2 FEET WEST OF A METAL WITNESS POST AND PROJECTING 4 INCHES ABOVE
 CQ2374'THE GROUND.
 CQ2374
 CQ2374                          STATION RECOVERY (2001)
 CQ2374
 CQ2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2374
 CQ2374                          STATION RECOVERY (2002)
 CQ2374
 CQ2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2375 ***********************************************************************
 CQ2375  DESIGNATION -  8 V 23
 CQ2375  PID         -  CQ2375
 CQ2375  STATE/COUNTY-  LA/BOSSIER
 CQ2375  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2375
 CQ2375                         *CURRENT SURVEY CONTROL
 CQ2375  ___________________________________________________________________
 CQ2375* NAD 83(1986)-  32 57 05.     (N)    093 39 29.     (W)     SCALED    
 CQ2375* NAVD 88     -       105.438  (meters)     345.92   (feet)  ADJUSTED  
 CQ2375  ___________________________________________________________________
 CQ2375  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ2375  DYNAMIC HT  -         105.323 (meters)     345.55  (feet)  COMP
 CQ2375  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CQ2375
 CQ2375  VERT ORDER  -  SECOND    CLASS II
 CQ2375
 CQ2375.The horizontal coordinates were scaled from a topographic map and have
 CQ2375.an estimated accuracy of +/- 6 seconds.
 CQ2375
 CQ2375.The orthometric height was determined by differential leveling
 CQ2375.and adjusted by the National Geodetic Survey in June 1991..
 CQ2375
 CQ2375.The geoid height was determined by GEOID03.
 CQ2375
 CQ2375.The dynamic height is computed by dividing the NAVD 88
 CQ2375.geopotential number by the normal gravity value computed on the
 CQ2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2375.degrees latitude (g = 980.6199 gals.).
 CQ2375
 CQ2375.The modeled gravity was interpolated from observed gravity values.
 CQ2375
 CQ2375;                    North         East    Units  Estimated Accuracy
 CQ2375;SPC LA N     -   272,390.      891,710.      MT  (+/- 180 meters Scaled)
 CQ2375
 CQ2375                          SUPERSEDED SURVEY CONTROL
 CQ2375
 CQ2375  NGVD 29 (??/??/??)  105.500  (m)          346.13   (f) ADJUSTED    2 2
 CQ2375
 CQ2375.Superseded values are not recommended for survey control.
 CQ2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2375.See file dsdata.txt to determine how the superseded data were derived.
 CQ2375
 CQ2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS384460(NAD 83)
 CQ2375_MARKER: DD = SURVEY DISK
 CQ2375_SETTING: 0 = UNSPECIFIED SETTING
 CQ2375_STAMPING: 8V23 LDH 1969
 CQ2375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2375
 CQ2375  HISTORY     - Date     Condition        Report By
 CQ2375  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2375  HISTORY     - 1973     GOOD             LADTD
 CQ2375  HISTORY     - 20010331 GOOD             NGS
 CQ2375  HISTORY     - 20020114 GOOD             NGS
 CQ2375
 CQ2375                          STATION DESCRIPTION
 CQ2375
 CQ2375'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2375'4.0 MI NE FROM PLAIN DEALING.
 CQ2375'LOCATED 4.0 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM ITS
 CQ2375'JUNCTION WITH LOUISIANA HIGHWAY 2 AND THE MARK ON THE LEFT.  IT IS 145
 CQ2375'FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  52 FEET
 CQ2375'SOUTHWEST OF THE CENTERLINE OF A WOODS ROAD LEADING NORTH.  51 FEET
 CQ2375'NORTHWEST OF A 48 INCH OAK TREE.  30 FEET EAST OF A 36 INCH OAK TREE.
 CQ2375'44 FEET SOUTHWEST OF A 12 INCH PINE TREE.  IT IS 2 FEET SOUTHEAST OF A
 CQ2375'METAL WITNESS POST AND PROJECTING 2 INCHES ABOVE THE GROUND.
 CQ2375
 CQ2375                          STATION RECOVERY (2001)
 CQ2375
 CQ2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2375'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2375
 CQ2375                          STATION RECOVERY (2002)
 CQ2375
 CQ2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2375'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2376 ***********************************************************************
 CQ2376  DESIGNATION -  8 V 24
 CQ2376  PID         -  CQ2376
 CQ2376  STATE/COUNTY-  LA/BOSSIER
 CQ2376  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2376
 CQ2376                         *CURRENT SURVEY CONTROL
 CQ2376  ___________________________________________________________________
 CQ2376* NAD 83(1986)-  32 57 21.     (N)    093 38 34.     (W)     SCALED    
 CQ2376* NAVD 88     -       111.491  (meters)     365.78   (feet)  ADJUSTED  
 CQ2376  ___________________________________________________________________
 CQ2376  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ2376  DYNAMIC HT  -         111.369 (meters)     365.38  (feet)  COMP
 CQ2376  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CQ2376
 CQ2376  VERT ORDER  -  SECOND    CLASS II
 CQ2376
 CQ2376.The horizontal coordinates were scaled from a topographic map and have
 CQ2376.an estimated accuracy of +/- 6 seconds.
 CQ2376
 CQ2376.The orthometric height was determined by differential leveling
 CQ2376.and adjusted by the National Geodetic Survey in June 1991..
 CQ2376
 CQ2376.The geoid height was determined by GEOID03.
 CQ2376
 CQ2376.The dynamic height is computed by dividing the NAVD 88
 CQ2376.geopotential number by the normal gravity value computed on the
 CQ2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2376.degrees latitude (g = 980.6199 gals.).
 CQ2376
 CQ2376.The modeled gravity was interpolated from observed gravity values.
 CQ2376
 CQ2376;                    North         East    Units  Estimated Accuracy
 CQ2376;SPC LA N     -   272,870.      893,140.      MT  (+/- 180 meters Scaled)
 CQ2376
 CQ2376                          SUPERSEDED SURVEY CONTROL
 CQ2376
 CQ2376  NGVD 29 (??/??/??)  111.552  (m)          365.98   (f) ADJUSTED    2 2
 CQ2376
 CQ2376.Superseded values are not recommended for survey control.
 CQ2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2376.See file dsdata.txt to determine how the superseded data were derived.
 CQ2376
 CQ2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS399465(NAD 83)
 CQ2376_MARKER: DD = SURVEY DISK
 CQ2376_SETTING: 0 = UNSPECIFIED SETTING
 CQ2376_STAMPING: 8V24 LDH 1969
 CQ2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2376
 CQ2376  HISTORY     - Date     Condition        Report By
 CQ2376  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2376  HISTORY     - 1973     GOOD             LADTD
 CQ2376  HISTORY     - 20010331 GOOD             NGS
 CQ2376  HISTORY     - 20020114 GOOD             NGS
 CQ2376
 CQ2376                          STATION DESCRIPTION
 CQ2376
 CQ2376'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2376'4.9 MI NE FROM PLAIN DEALING.
 CQ2376'LOCATED 4.9 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM ITS
 CQ2376'JUNCTION WITH LOUISIANA HIGHWAY 2 AND THE MARK ON THE LEFT.  IT IS 135
 CQ2376'FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA 157.  2 FEET EAST OF AN
 CQ2376'OLD FENCE.  17 FEET SOUTH OF A 24 INCH PECAN TREE.  107 FEET SOUTHWEST
 CQ2376'OF THE SOUTHWEST CORNER OF A WHITE FRAME RESIDENCE.  61 FEET WEST OF A
 CQ2376'SERVICE POWER POLE.  IT IS 2 FEET NORTHWEST OF A METAL WITNESS POST
 CQ2376'AND FLUSH WITH THE GROUND.
 CQ2376
 CQ2376                          STATION RECOVERY (2001)
 CQ2376
 CQ2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2376'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2376
 CQ2376                          STATION RECOVERY (2002)
 CQ2376
 CQ2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2376'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2377 ***********************************************************************
 CQ2377  DESIGNATION -  8 V 25
 CQ2377  PID         -  CQ2377
 CQ2377  STATE/COUNTY-  LA/BOSSIER
 CQ2377  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2377
 CQ2377                         *CURRENT SURVEY CONTROL
 CQ2377  ___________________________________________________________________
 CQ2377* NAD 83(1986)-  32 57 34.     (N)    093 37 37.     (W)     SCALED    
 CQ2377* NAVD 88     -       118.343  (meters)     388.26   (feet)  ADJUSTED  
 CQ2377  ___________________________________________________________________
 CQ2377  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2377  DYNAMIC HT  -         118.214 (meters)     387.84  (feet)  COMP
 CQ2377  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 CQ2377
 CQ2377  VERT ORDER  -  SECOND    CLASS II
 CQ2377
 CQ2377.The horizontal coordinates were scaled from a topographic map and have
 CQ2377.an estimated accuracy of +/- 6 seconds.
 CQ2377
 CQ2377.The orthometric height was determined by differential leveling
 CQ2377.and adjusted by the National Geodetic Survey in June 1991..
 CQ2377
 CQ2377.The geoid height was determined by GEOID03.
 CQ2377
 CQ2377.The dynamic height is computed by dividing the NAVD 88
 CQ2377.geopotential number by the normal gravity value computed on the
 CQ2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2377.degrees latitude (g = 980.6199 gals.).
 CQ2377
 CQ2377.The modeled gravity was interpolated from observed gravity values.
 CQ2377
 CQ2377;                    North         East    Units  Estimated Accuracy
 CQ2377;SPC LA N     -   273,260.      894,630.      MT  (+/- 180 meters Scaled)
 CQ2377
 CQ2377                          SUPERSEDED SURVEY CONTROL
 CQ2377
 CQ2377  NGVD 29 (??/??/??)  118.404  (m)          388.46   (f) ADJUSTED    2 2
 CQ2377
 CQ2377.Superseded values are not recommended for survey control.
 CQ2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2377.See file dsdata.txt to determine how the superseded data were derived.
 CQ2377
 CQ2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS414469(NAD 83)
 CQ2377_MARKER: DD = SURVEY DISK
 CQ2377_SETTING: 0 = UNSPECIFIED SETTING
 CQ2377_STAMPING: 8V25 LDH 1969
 CQ2377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2377
 CQ2377  HISTORY     - Date     Condition        Report By
 CQ2377  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2377  HISTORY     - 1973     GOOD             LADTD
 CQ2377  HISTORY     - 20010331 GOOD             NGS
 CQ2377  HISTORY     - 20020114 GOOD             NGS
 CQ2377
 CQ2377                          STATION DESCRIPTION
 CQ2377
 CQ2377'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2377'5.9 MI NE FROM PLAIN DEALING.
 CQ2377'LOCATED 5.9 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM ITS
 CQ2377'JUNCTION WITH LOUISIANA HIGHWAY 2 AND THE MARK ON THE RIGHT.  IT IS
 CQ2377'169 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  126 FEET
 CQ2377'WEST OF THE NORTHWEST CORNER OF FAIR OIL COMPANYS SHOP BUILDING
 CQ2377'(METAL).  61 FEET EAST OF A 15 INCH PINE TREE.  4 FEET NORTH OF A TWIN
 CQ2377'8 INCH PINE TREE.  145 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CQ2377'FRAME OFFICE BUILDING.  IT IS 2 FEET SOUTH OF A METAL WITNESS POST AND
 CQ2377'FLUSH WITH THE GROUND.
 CQ2377
 CQ2377                          STATION RECOVERY (2001)
 CQ2377
 CQ2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2377'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2377
 CQ2377                          STATION RECOVERY (2002)
 CQ2377
 CQ2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2377'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2378 ***********************************************************************
 CQ2378  DESIGNATION -  8 V 26
 CQ2378  PID         -  CQ2378
 CQ2378  STATE/COUNTY-  LA/BOSSIER
 CQ2378  USGS QUAD   -  CARTERVILLE (1981)
 CQ2378
 CQ2378                         *CURRENT SURVEY CONTROL
 CQ2378  ___________________________________________________________________
 CQ2378* NAD 83(1986)-  32 57 22.     (N)    093 36 58.     (W)     SCALED    
 CQ2378* NAVD 88     -       114.289  (meters)     374.96   (feet)  ADJUSTED  
 CQ2378  ___________________________________________________________________
 CQ2378  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2378  DYNAMIC HT  -         114.165 (meters)     374.56  (feet)  COMP
 CQ2378  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 CQ2378
 CQ2378  VERT ORDER  -  SECOND    CLASS II
 CQ2378
 CQ2378.The horizontal coordinates were scaled from a topographic map and have
 CQ2378.an estimated accuracy of +/- 6 seconds.
 CQ2378
 CQ2378.The orthometric height was determined by differential leveling
 CQ2378.and adjusted by the National Geodetic Survey in June 1991..
 CQ2378
 CQ2378.The geoid height was determined by GEOID03.
 CQ2378
 CQ2378.The dynamic height is computed by dividing the NAVD 88
 CQ2378.geopotential number by the normal gravity value computed on the
 CQ2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2378.degrees latitude (g = 980.6199 gals.).
 CQ2378
 CQ2378.The modeled gravity was interpolated from observed gravity values.
 CQ2378
 CQ2378;                    North         East    Units  Estimated Accuracy
 CQ2378;SPC LA N     -   272,880.      895,640.      MT  (+/- 180 meters Scaled)
 CQ2378
 CQ2378                          SUPERSEDED SURVEY CONTROL
 CQ2378
 CQ2378  NGVD 29 (??/??/??)  114.351  (m)          375.17   (f) ADJUSTED    2 2
 CQ2378
 CQ2378.Superseded values are not recommended for survey control.
 CQ2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2378.See file dsdata.txt to determine how the superseded data were derived.
 CQ2378
 CQ2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS424465(NAD 83)
 CQ2378_MARKER: DD = SURVEY DISK
 CQ2378_SETTING: 0 = UNSPECIFIED SETTING
 CQ2378_STAMPING: 8V26 LDH 1969
 CQ2378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2378
 CQ2378  HISTORY     - Date     Condition        Report By
 CQ2378  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2378  HISTORY     - 1973     GOOD             LADTD
 CQ2378  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2378  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2378
 CQ2378                          STATION DESCRIPTION
 CQ2378
 CQ2378'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2378'6.6 MI NE FROM PLAIN DEALING.
 CQ2378'LOCATED 6.6 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM ITS
 CQ2378'JUNCTION WITH LOUISIANA HIGHWAY 2 AND THE MARK ON THE RIGHT.  IT IS
 CQ2378'317 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  74 FEET
 CQ2378'NORTHEAST OF A 20 INCH OAK TREE.  66 FEET SOUTHWEST OF A 36 INCH OAK
 CQ2378'TREE.  7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE SALEM BAPTIST
 CQ2378'CHURCH BUILDING.  IT IS 2 FEET SOUTH OF A METAL WITNESS POST AND 2
 CQ2378'FEET UNDERGROUND.
 CQ2378
 CQ2378                          STATION RECOVERY (2001)
 CQ2378
 CQ2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2378'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2378
 CQ2378                          STATION RECOVERY (2002)
 CQ2378
 CQ2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2378'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2379 ***********************************************************************
 CQ2379  DESIGNATION -  8 V 27
 CQ2379  PID         -  CQ2379
 CQ2379  STATE/COUNTY-  LA/BOSSIER
 CQ2379  USGS QUAD   -  CARTERVILLE (1981)
 CQ2379
 CQ2379                         *CURRENT SURVEY CONTROL
 CQ2379  ___________________________________________________________________
 CQ2379* NAD 83(1986)-  32 57 53.     (N)    093 36 09.     (W)     SCALED    
 CQ2379* NAVD 88     -        73.744  (meters)     241.94   (feet)  ADJUSTED  
 CQ2379  ___________________________________________________________________
 CQ2379  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2379  DYNAMIC HT  -          73.664 (meters)     241.68  (feet)  COMP
 CQ2379  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 CQ2379
 CQ2379  VERT ORDER  -  SECOND    CLASS II
 CQ2379
 CQ2379.The horizontal coordinates were scaled from a topographic map and have
 CQ2379.an estimated accuracy of +/- 6 seconds.
 CQ2379
 CQ2379.The orthometric height was determined by differential leveling
 CQ2379.and adjusted by the National Geodetic Survey in June 1991..
 CQ2379
 CQ2379.The geoid height was determined by GEOID03.
 CQ2379
 CQ2379.The dynamic height is computed by dividing the NAVD 88
 CQ2379.geopotential number by the normal gravity value computed on the
 CQ2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2379.degrees latitude (g = 980.6199 gals.).
 CQ2379
 CQ2379.The modeled gravity was interpolated from observed gravity values.
 CQ2379
 CQ2379;                    North         East    Units  Estimated Accuracy
 CQ2379;SPC LA N     -   273,820.      896,920.      MT  (+/- 180 meters Scaled)
 CQ2379
 CQ2379                          SUPERSEDED SURVEY CONTROL
 CQ2379
 CQ2379  NGVD 29 (??/??/??)   73.806  (m)          242.15   (f) ADJUSTED    2 2
 CQ2379
 CQ2379.Superseded values are not recommended for survey control.
 CQ2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2379.See file dsdata.txt to determine how the superseded data were derived.
 CQ2379
 CQ2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS436475(NAD 83)
 CQ2379_MARKER: DD = SURVEY DISK
 CQ2379_SETTING: 0 = UNSPECIFIED SETTING
 CQ2379_STAMPING: 8V27 LDH 1969
 CQ2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2379
 CQ2379  HISTORY     - Date     Condition        Report By
 CQ2379  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2379  HISTORY     - 1973     GOOD             LADTD
 CQ2379  HISTORY     - 20010331 GOOD             NGS
 CQ2379  HISTORY     - 20020114 GOOD             NGS
 CQ2379
 CQ2379                          STATION DESCRIPTION
 CQ2379
 CQ2379'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2379'7.7 MI NE FROM PLAIN DEALING.
 CQ2379'LOCATED 7.7 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM ITS
 CQ2379'JUNCTION WITH LOUISIANA HIGHWAY 2 AND THE MARK ON THE LEFT.  IT IS 159
 CQ2379'FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  45 FEET
 CQ2379'SOUTH OF A 24 INCH PINE TREE.  32 FEET WEST OF A 36 INCH OAK TREE. 5
 CQ2379'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME CHURCH BUILDING. IT
 CQ2379'IS 2 FEET NORTH OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2379
 CQ2379                          STATION RECOVERY (2001)
 CQ2379
 CQ2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2379'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2379
 CQ2379                          STATION RECOVERY (2002)
 CQ2379
 CQ2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2379'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2381 ***********************************************************************
 CQ2381  DESIGNATION -  8 V 28
 CQ2381  PID         -  CQ2381
 CQ2381  STATE/COUNTY-  LA/BOSSIER
 CQ2381  USGS QUAD   -  CARTERVILLE (1981)
 CQ2381
 CQ2381                         *CURRENT SURVEY CONTROL
 CQ2381  ___________________________________________________________________
 CQ2381* NAD 83(1986)-  32 58 20.     (N)    093 35 17.     (W)     SCALED    
 CQ2381* NAVD 88     -        76.262  (meters)     250.20   (feet)  ADJUSTED  
 CQ2381  ___________________________________________________________________
 CQ2381  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2381  DYNAMIC HT  -          76.179 (meters)     249.93  (feet)  COMP
 CQ2381  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 CQ2381
 CQ2381  VERT ORDER  -  SECOND    CLASS II
 CQ2381
 CQ2381.The horizontal coordinates were scaled from a topographic map and have
 CQ2381.an estimated accuracy of +/- 6 seconds.
 CQ2381
 CQ2381.The orthometric height was determined by differential leveling
 CQ2381.and adjusted by the National Geodetic Survey in June 1991..
 CQ2381
 CQ2381.The geoid height was determined by GEOID03.
 CQ2381
 CQ2381.The dynamic height is computed by dividing the NAVD 88
 CQ2381.geopotential number by the normal gravity value computed on the
 CQ2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2381.degrees latitude (g = 980.6199 gals.).
 CQ2381
 CQ2381.The modeled gravity was interpolated from observed gravity values.
 CQ2381
 CQ2381;                    North         East    Units  Estimated Accuracy
 CQ2381;SPC LA N     -   274,640.      898,280.      MT  (+/- 180 meters Scaled)
 CQ2381
 CQ2381                          SUPERSEDED SURVEY CONTROL
 CQ2381
 CQ2381  NGVD 29 (??/??/??)   76.325  (m)          250.41   (f) ADJUSTED    2 2
 CQ2381
 CQ2381.Superseded values are not recommended for survey control.
 CQ2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2381.See file dsdata.txt to determine how the superseded data were derived.
 CQ2381
 CQ2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS450483(NAD 83)
 CQ2381_MARKER: DD = SURVEY DISK
 CQ2381_SETTING: 0 = UNSPECIFIED SETTING
 CQ2381_STAMPING: 8V28 LDH 1969
 CQ2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2381
 CQ2381  HISTORY     - Date     Condition        Report By
 CQ2381  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2381  HISTORY     - 1973     GOOD             LADTD
 CQ2381  HISTORY     - 20010331 POOR             NGS
 CQ2381  HISTORY     - 20020114 POOR             NGS
 CQ2381
 CQ2381                          STATION DESCRIPTION
 CQ2381
 CQ2381'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2381'8.7 MI NE FROM PLAIN DEALING.
 CQ2381'LOCATED 8.7 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM ITS
 CQ2381'JUNCTION WITH LOUISIANA HIGHWAY 2 AND THE MARK ON THE LEFT.  IT IS 134
 CQ2381'FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  107 FEET
 CQ2381'SOUTHEAST OF A 30 INCH PECAN TREE.  24 FEET NORTHEAST OF THE CORNER OF
 CQ2381'A PORCH ON A FRAME RESIDENCE.  56 FEET WEST OF A 42 INCH PECAN. IT IS
 CQ2381'2 FEET WEST OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2381
 CQ2381                          STATION RECOVERY (2001)
 CQ2381
 CQ2381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2381'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2381
 CQ2381                          STATION RECOVERY (2002)
 CQ2381
 CQ2381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2381'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2382 ***********************************************************************
 CQ2382  DESIGNATION -  8 V 29
 CQ2382  PID         -  CQ2382
 CQ2382  STATE/COUNTY-  LA/BOSSIER
 CQ2382  USGS QUAD   -  CARTERVILLE (1981)
 CQ2382
 CQ2382                         *CURRENT SURVEY CONTROL
 CQ2382  ___________________________________________________________________
 CQ2382* NAD 83(1986)-  32 58 33.     (N)    093 34 36.     (W)     SCALED    
 CQ2382* NAVD 88     -        74.581  (meters)     244.69   (feet)  ADJUSTED  
 CQ2382  ___________________________________________________________________
 CQ2382  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2382  DYNAMIC HT  -          74.500 (meters)     244.42  (feet)  COMP
 CQ2382  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 CQ2382
 CQ2382  VERT ORDER  -  SECOND    CLASS II
 CQ2382
 CQ2382.The horizontal coordinates were scaled from a topographic map and have
 CQ2382.an estimated accuracy of +/- 6 seconds.
 CQ2382
 CQ2382.The orthometric height was determined by differential leveling
 CQ2382.and adjusted by the National Geodetic Survey in June 1991..
 CQ2382
 CQ2382.The geoid height was determined by GEOID03.
 CQ2382
 CQ2382.The dynamic height is computed by dividing the NAVD 88
 CQ2382.geopotential number by the normal gravity value computed on the
 CQ2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2382.degrees latitude (g = 980.6199 gals.).
 CQ2382
 CQ2382.The modeled gravity was interpolated from observed gravity values.
 CQ2382
 CQ2382;                    North         East    Units  Estimated Accuracy
 CQ2382;SPC LA N     -   275,030.      899,350.      MT  (+/- 180 meters Scaled)
 CQ2382
 CQ2382                          SUPERSEDED SURVEY CONTROL
 CQ2382
 CQ2382  NGVD 29 (??/??/??)   74.644  (m)          244.89   (f) ADJUSTED    2 2
 CQ2382
 CQ2382.Superseded values are not recommended for survey control.
 CQ2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2382.See file dsdata.txt to determine how the superseded data were derived.
 CQ2382
 CQ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS461487(NAD 83)
 CQ2382_MARKER: DD = SURVEY DISK
 CQ2382_SETTING: 0 = UNSPECIFIED SETTING
 CQ2382_STAMPING: 8V29 1969
 CQ2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2382
 CQ2382  HISTORY     - Date     Condition        Report By
 CQ2382  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2382  HISTORY     - 1973     GOOD             LADTD
 CQ2382  HISTORY     - 20010331 GOOD             NGS
 CQ2382  HISTORY     - 20020114 GOOD             NGS
 CQ2382
 CQ2382                          STATION DESCRIPTION
 CQ2382
 CQ2382'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2382'7.7 MI W FROM SPRINGHILL.
 CQ2382'LOCATED 7.7 MILES WEST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2382'OFFICE IN SPRINGHILL AND THE MARK ON THE RIGHT.  IT IS 334 FEET NORTH
 CQ2382'OF THE CENTERLINE OF LOUISIANA HIGHWAY 157 AT THE JUNCTION OF A BLACK
 CQ2382'TOP ROAD LEADING SOUTH.  149 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CQ2382'A METAL BUILDING.  48 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD
 CQ2382'LEADING NORTH.  38 FEET EAST OF A 18 INCH PINE TREE.  6 FEET NORTH OF
 CQ2382'A FENCE LEADING WEST.  IT IS 2 FEET SOUTH OF A METAL WITNESS POST
 CQ2382'PROJECTING 2 INCHES ABOVE THE GROUND.
 CQ2382
 CQ2382                          STATION RECOVERY (2001)
 CQ2382
 CQ2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2382'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2382
 CQ2382                          STATION RECOVERY (2002)
 CQ2382
 CQ2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2382'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2053 ***********************************************************************
 CQ2053  DESIGNATION -  8 V 3
 CQ2053  PID         -  CQ2053
 CQ2053  STATE/COUNTY-  LA/BOSSIER
 CQ2053  USGS QUAD   -  HUGHES (1981)
 CQ2053
 CQ2053                         *CURRENT SURVEY CONTROL
 CQ2053  ___________________________________________________________________
 CQ2053* NAD 83(1986)-  32 47 15.     (N)    093 40 42.     (W)     SCALED    
 CQ2053* NAVD 88     -        67.874  (meters)     222.68   (feet)  ADJUSTED  
 CQ2053  ___________________________________________________________________
 CQ2053  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ2053  DYNAMIC HT  -          67.798 (meters)     222.43  (feet)  COMP
 CQ2053  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CQ2053
 CQ2053  VERT ORDER  -  SECOND    CLASS 0
 CQ2053
 CQ2053.The horizontal coordinates were scaled from a topographic map and have
 CQ2053.an estimated accuracy of +/- 6 seconds.
 CQ2053
 CQ2053.The orthometric height was determined by differential leveling
 CQ2053.and adjusted by the National Geodetic Survey in June 1991..
 CQ2053
 CQ2053.The geoid height was determined by GEOID03.
 CQ2053
 CQ2053.The dynamic height is computed by dividing the NAVD 88
 CQ2053.geopotential number by the normal gravity value computed on the
 CQ2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2053.degrees latitude (g = 980.6199 gals.).
 CQ2053
 CQ2053.The modeled gravity was interpolated from observed gravity values.
 CQ2053
 CQ2053;                    North         East    Units  Estimated Accuracy
 CQ2053;SPC LA N     -   254,240.      889,620.      MT  (+/- 180 meters Scaled)
 CQ2053
 CQ2053                          SUPERSEDED SURVEY CONTROL
 CQ2053
 CQ2053  NGVD 29 (??/??/??)   67.944  (m)          222.91   (f) ADJUSTED    2 0
 CQ2053
 CQ2053.Superseded values are not recommended for survey control.
 CQ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2053.See file dsdata.txt to determine how the superseded data were derived.
 CQ2053
 CQ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS364279(NAD 83)
 CQ2053_MARKER: DB = BENCH MARK DISK
 CQ2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2053_STAMPING: 8V3 1968
 CQ2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2053+STABILITY: SURFACE MOTION
 CQ2053
 CQ2053  HISTORY     - Date     Condition        Report By
 CQ2053  HISTORY     - 1968     MONUMENTED       LADH
 CQ2053  HISTORY     - 1968     GOOD             LADH
 CQ2053  HISTORY     - 20010331 GOOD             NGS
 CQ2053  HISTORY     - 20020114 GOOD             NGS
 CQ2053
 CQ2053                          STATION DESCRIPTION
 CQ2053
 CQ2053'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ2053'9.1 MI N FROM BENTON.
 CQ2053'ABOUT 6.5 MILES NORTH FROM JUNCTION OF LOUISIANA HIGHWAY 3 AND
 CQ2053'LOUISIANA HIGHWAY 162 IN BENTON.  THENCE 2.6 MILES EAST ALONG
 CQ2053'LOUISIANA HIGHWAY 160 TOWARD ROCKY MOUNT.  IT IS 102.3 FEET NORTH OF
 CQ2053'LOUISIANA HIGHWAY 160, 74.2 FEET SOUTHWEST OF 20 INCH BLACK GUM TREE,
 CQ2053'72 FEET WEST OF 24 INCH PINE TREE, 1 FOOT EAST OF CROSS FENCE.  SET IN
 CQ2053'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A
 CQ2053'STEEL WITNESS POST IS SET 2.3 FEET SOUTH OF THE MARK.  SECTION 26, T
 CQ2053'21N, R 13W.
 CQ2053
 CQ2053                          STATION RECOVERY (2001)
 CQ2053
 CQ2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2053'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2053
 CQ2053                          STATION RECOVERY (2002)
 CQ2053
 CQ2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2053'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2383 ***********************************************************************
 CQ2383  DESIGNATION -  8 V 30
 CQ2383  PID         -  CQ2383
 CQ2383  STATE/COUNTY-  LA/BOSSIER
 CQ2383  USGS QUAD   -  CARTERVILLE (1981)
 CQ2383
 CQ2383                         *CURRENT SURVEY CONTROL
 CQ2383  ___________________________________________________________________
 CQ2383* NAD 83(1986)-  32 59 01.     (N)    093 33 41.     (W)     SCALED    
 CQ2383* NAVD 88     -        70.934  (meters)     232.72   (feet)  ADJUSTED  
 CQ2383  ___________________________________________________________________
 CQ2383  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2383  DYNAMIC HT  -          70.857 (meters)     232.47  (feet)  COMP
 CQ2383  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 CQ2383
 CQ2383  VERT ORDER  -  SECOND    CLASS II
 CQ2383
 CQ2383.The horizontal coordinates were scaled from a topographic map and have
 CQ2383.an estimated accuracy of +/- 6 seconds.
 CQ2383
 CQ2383.The orthometric height was determined by differential leveling
 CQ2383.and adjusted by the National Geodetic Survey in June 1991..
 CQ2383
 CQ2383.The geoid height was determined by GEOID03.
 CQ2383
 CQ2383.The dynamic height is computed by dividing the NAVD 88
 CQ2383.geopotential number by the normal gravity value computed on the
 CQ2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2383.degrees latitude (g = 980.6199 gals.).
 CQ2383
 CQ2383.The modeled gravity was interpolated from observed gravity values.
 CQ2383
 CQ2383;                    North         East    Units  Estimated Accuracy
 CQ2383;SPC LA N     -   275,870.      900,780.      MT  (+/- 180 meters Scaled)
 CQ2383
 CQ2383                          SUPERSEDED SURVEY CONTROL
 CQ2383
 CQ2383  NGVD 29 (??/??/??)   70.998  (m)          232.93   (f) ADJUSTED    2 2
 CQ2383
 CQ2383.Superseded values are not recommended for survey control.
 CQ2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2383.See file dsdata.txt to determine how the superseded data were derived.
 CQ2383
 CQ2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS475496(NAD 83)
 CQ2383_MARKER: DD = SURVEY DISK
 CQ2383_SETTING: 0 = UNSPECIFIED SETTING
 CQ2383_STAMPING: 8V30 1969
 CQ2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2383
 CQ2383  HISTORY     - Date     Condition        Report By
 CQ2383  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2383  HISTORY     - 1973     GOOD             LADTD
 CQ2383  HISTORY     - 20010331 GOOD             NGS
 CQ2383  HISTORY     - 20020114 GOOD             NGS
 CQ2383
 CQ2383                          STATION DESCRIPTION
 CQ2383
 CQ2383'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2383'6.6 MI W FROM SPRINGHILL.
 CQ2383'LOCATED 6.6 MILES WEST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2383'OFFICE IN SPRINGHILL AND THE MARK ON THE LEFT.  IT IS 120 FEET
 CQ2383'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  73 FEET
 CQ2383'SOUTHEAST OF A POWER SERVICE POLE.  60 FEET WEST OF A 24 INCH OAK
 CQ2383'TREE.  9 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME RESIDENCE.
 CQ2383'52 FEET NORTHEAST OF A 18 INCH OAK TREE.  IT IS 2 FEET SOUTHEAST OF A
 CQ2383'METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2383
 CQ2383                          STATION RECOVERY (2001)
 CQ2383
 CQ2383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2383'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2383
 CQ2383                          STATION RECOVERY (2002)
 CQ2383
 CQ2383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2383'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2384 ***********************************************************************
 CQ2384  DESIGNATION -  8 V 31
 CQ2384  PID         -  CQ2384
 CQ2384  STATE/COUNTY-  LA/BOSSIER
 CQ2384  USGS QUAD   -  CARTERVILLE (1981)
 CQ2384
 CQ2384                         *CURRENT SURVEY CONTROL
 CQ2384  ___________________________________________________________________
 CQ2384* NAD 83(1986)-  32 59 45.     (N)    093 33 11.     (W)     SCALED    
 CQ2384* NAVD 88     -        73.185  (meters)     240.11   (feet)  ADJUSTED  
 CQ2384  ___________________________________________________________________
 CQ2384  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ2384  DYNAMIC HT  -          73.106 (meters)     239.85  (feet)  COMP
 CQ2384  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 CQ2384
 CQ2384  VERT ORDER  -  SECOND    CLASS II
 CQ2384
 CQ2384.The horizontal coordinates were scaled from a topographic map and have
 CQ2384.an estimated accuracy of +/- 6 seconds.
 CQ2384
 CQ2384.The orthometric height was determined by differential leveling
 CQ2384.and adjusted by the National Geodetic Survey in June 1991..
 CQ2384
 CQ2384.The geoid height was determined by GEOID03.
 CQ2384
 CQ2384.The dynamic height is computed by dividing the NAVD 88
 CQ2384.geopotential number by the normal gravity value computed on the
 CQ2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2384.degrees latitude (g = 980.6199 gals.).
 CQ2384
 CQ2384.The modeled gravity was interpolated from observed gravity values.
 CQ2384
 CQ2384;                    North         East    Units  Estimated Accuracy
 CQ2384;SPC LA N     -   277,220.      901,580.      MT  (+/- 180 meters Scaled)
 CQ2384
 CQ2384                          SUPERSEDED SURVEY CONTROL
 CQ2384
 CQ2384  NGVD 29 (??/??/??)   73.248  (m)          240.31   (f) ADJUSTED    2 2
 CQ2384
 CQ2384.Superseded values are not recommended for survey control.
 CQ2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2384.See file dsdata.txt to determine how the superseded data were derived.
 CQ2384
 CQ2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS483509(NAD 83)
 CQ2384_MARKER: DD = SURVEY DISK
 CQ2384_SETTING: 0 = UNSPECIFIED SETTING
 CQ2384_STAMPING: 8V31 1969
 CQ2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2384
 CQ2384  HISTORY     - Date     Condition        Report By
 CQ2384  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2384  HISTORY     - 1973     GOOD             LADTD
 CQ2384  HISTORY     - 20010331 GOOD             NGS
 CQ2384  HISTORY     - 20020114 GOOD             NGS
 CQ2384
 CQ2384                          STATION DESCRIPTION
 CQ2384
 CQ2384'DESCRIBED BY LA TRANSP AND DEV 1973
 CQ2384'5.7 MI W FROM SPRINGHILL.
 CQ2384'LOCATED 5.7 MILES WEST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 CQ2384'OFFICE IN SPRINGHILL AND THE MARK ON THE RIGHT.  IT IS 166 FEET
 CQ2384'NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  3 FEET SOUTH OF
 CQ2384'A FENCE LEADING WEST.  25 FEET EAST OF A TWIN 15 INCH WILLOW TREE. 26
 CQ2384'FEET NORTH OF THE NORTHEAST CORNER OF A FRAME RESIDENCE.  14 FEET
 CQ2384'NORTHWEST OF A 6 INCH PEAR TREE.  IT IS 2 FEET SOUTHWEST OF A METAL
 CQ2384'WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2384
 CQ2384                          STATION RECOVERY (2001)
 CQ2384
 CQ2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2384'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2384
 CQ2384                          STATION RECOVERY (2002)
 CQ2384
 CQ2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2384'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1233 ***********************************************************************
 DL1233  DESIGNATION -  8 V 32
 DL1233  PID         -  DL1233
 DL1233  STATE/COUNTY-  LA/BOSSIER
 DL1233  USGS QUAD   -  BRADLEY SE (1978)
 DL1233
 DL1233                         *CURRENT SURVEY CONTROL
 DL1233  ___________________________________________________________________
 DL1233* NAD 83(1986)-  33 00 04.     (N)    093 32 28.     (W)     SCALED    
 DL1233* NAVD 88     -        72.375  (meters)     237.45   (feet)  ADJUSTED  
 DL1233  ___________________________________________________________________
 DL1233  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DL1233  DYNAMIC HT  -          72.296 (meters)     237.19  (feet)  COMP
 DL1233  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 DL1233
 DL1233  VERT ORDER  -  SECOND    CLASS II
 DL1233
 DL1233.The horizontal coordinates were scaled from a topographic map and have
 DL1233.an estimated accuracy of +/- 6 seconds.
 DL1233
 DL1233.The orthometric height was determined by differential leveling
 DL1233.and adjusted by the National Geodetic Survey in June 1991..
 DL1233
 DL1233.The geoid height was determined by GEOID03.
 DL1233
 DL1233.The dynamic height is computed by dividing the NAVD 88
 DL1233.geopotential number by the normal gravity value computed on the
 DL1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1233.degrees latitude (g = 980.6199 gals.).
 DL1233
 DL1233.The modeled gravity was interpolated from observed gravity values.
 DL1233
 DL1233;                    North         East    Units  Estimated Accuracy
 DL1233;SPC LA N     -   277,800.      902,700.      MT  (+/- 180 meters Scaled)
 DL1233
 DL1233                          SUPERSEDED SURVEY CONTROL
 DL1233
 DL1233  NGVD 29 (??/??/92)   72.44   (m)          237.7    (f) COMPUTED    2 2
 DL1233
 DL1233.Superseded values are not recommended for survey control.
 DL1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1233.See file dsdata.txt to determine how the superseded data were derived.
 DL1233
 DL1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS494515(NAD 83)
 DL1233_MARKER: DD = SURVEY DISK
 DL1233_SETTING: 0 = UNSPECIFIED SETTING
 DL1233_STAMPING: 8V32 LDH 1969
 DL1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1233
 DL1233  HISTORY     - Date     Condition        Report By
 DL1233  HISTORY     - 1969     MONUMENTED       LADTD
 DL1233  HISTORY     - 1973     GOOD             LADTD
 DL1233  HISTORY     - 20010331 GOOD             NGS
 DL1233  HISTORY     - 20020114 GOOD             NGS
 DL1233
 DL1233                          STATION DESCRIPTION
 DL1233
 DL1233'DESCRIBED BY LA TRANSP AND DEV 1973
 DL1233'4.9 MI W FROM SPRINGHILL.
 DL1233'LOCATED 4.9 MILES WEST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 DL1233'OFFICE IN SPRINGHILL AND THE MARK ON THE RIGHT.  IT IS 170 FEET NORTH
 DL1233'OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  2 FEET WEST OF A FENCE
 DL1233'LEADING NORTH.  10 FEET SOUTHWEST OF A SERVICE POWER POLE AND
 DL1233'TELEPHONE POLE.  89 FEET EAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 DL1233'RESIDENCE.  23 FEET EAST OF THE CENTERLINE OF A GRAVEL DRIVE LEADING
 DL1233'NORTH.  IT IS 2 FEET EAST OF A METAL WITNESS POST AND FLUSH WITH THE
 DL1233'GROUND.
 DL1233
 DL1233                          STATION RECOVERY (2001)
 DL1233
 DL1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DL1233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DL1233
 DL1233                          STATION RECOVERY (2002)
 DL1233
 DL1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 DL1233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1234 ***********************************************************************
 DL1234  DESIGNATION -  8 V 33
 DL1234  PID         -  DL1234
 DL1234  STATE/COUNTY-  LA/BOSSIER
 DL1234  USGS QUAD   -  BRADLEY SE (1978)
 DL1234
 DL1234                         *CURRENT SURVEY CONTROL
 DL1234  ___________________________________________________________________
 DL1234* NAD 83(1986)-  33 00 22.     (N)    093 31 20.     (W)     SCALED    
 DL1234* NAVD 88     -        73.778  (meters)     242.05   (feet)  ADJUSTED  
 DL1234  ___________________________________________________________________
 DL1234  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL1234  DYNAMIC HT  -          73.697 (meters)     241.79  (feet)  COMP
 DL1234  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 DL1234
 DL1234  VERT ORDER  -  SECOND    CLASS II
 DL1234
 DL1234.The horizontal coordinates were scaled from a topographic map and have
 DL1234.an estimated accuracy of +/- 6 seconds.
 DL1234
 DL1234.The orthometric height was determined by differential leveling
 DL1234.and adjusted by the National Geodetic Survey in June 1991..
 DL1234
 DL1234.The geoid height was determined by GEOID03.
 DL1234
 DL1234.The dynamic height is computed by dividing the NAVD 88
 DL1234.geopotential number by the normal gravity value computed on the
 DL1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1234.degrees latitude (g = 980.6199 gals.).
 DL1234
 DL1234.The modeled gravity was interpolated from observed gravity values.
 DL1234
 DL1234;                    North         East    Units  Estimated Accuracy
 DL1234;SPC LA N     -   278,330.      904,470.      MT  (+/- 180 meters Scaled)
 DL1234
 DL1234                          SUPERSEDED SURVEY CONTROL
 DL1234
 DL1234  NGVD 29 (??/??/92)   73.84   (m)          242.3    (f) COMPUTED    2 2
 DL1234
 DL1234.Superseded values are not recommended for survey control.
 DL1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1234.See file dsdata.txt to determine how the superseded data were derived.
 DL1234
 DL1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS512520(NAD 83)
 DL1234_MARKER: DD = SURVEY DISK
 DL1234_SETTING: 0 = UNSPECIFIED SETTING
 DL1234_STAMPING: 8V33 1969
 DL1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1234
 DL1234  HISTORY     - Date     Condition        Report By
 DL1234  HISTORY     - 1969     MONUMENTED       LADTD
 DL1234  HISTORY     - 1973     GOOD             LADTD
 DL1234  HISTORY     - 20010331 MARK NOT FOUND   NGS
 DL1234  HISTORY     - 20020114 MARK NOT FOUND   NGS
 DL1234
 DL1234                          STATION DESCRIPTION
 DL1234
 DL1234'DESCRIBED BY LA TRANSP AND DEV 1973
 DL1234'3.8 MI W FROM SPRINGHILL.
 DL1234'LOCATED 3.8 MILES WEST ALONG LOUISIANA HIGHWAY 157 FROM THE POST
 DL1234'OFFICE IN SPRINGHILL AND THE MARK ON THE RIGHT.  IT IS 94 FEET
 DL1234'NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 157.  49 FEET
 DL1234'NORTHWEST OF A SERVICE TELEPHONE POLE.  2 FEET EAST OF AN OLD FENCE
 DL1234'LEADING NORTH.  49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD
 DL1234'BARN.  170 FEET SOUTH OF A POWER POLE.  IT IS 2 FEET NORTH OF A METAL
 DL1234'WITNESS POST AND FLUSH WITH THE GROUND.
 DL1234
 DL1234                          STATION RECOVERY (2001)
 DL1234
 DL1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DL1234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DL1234
 DL1234                          STATION RECOVERY (2002)
 DL1234
 DL1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 DL1234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2056 ***********************************************************************
 CQ2056  DESIGNATION -  8 V 5
 CQ2056  PID         -  CQ2056
 CQ2056  STATE/COUNTY-  LA/BOSSIER
 CQ2056  USGS QUAD   -  HUGHES (1981)
 CQ2056
 CQ2056                         *CURRENT SURVEY CONTROL
 CQ2056  ___________________________________________________________________
 CQ2056* NAD 83(1986)-  32 48 18.     (N)    093 39 14.     (W)     SCALED    
 CQ2056* NAVD 88     -        75.098  (meters)     246.38   (feet)  ADJUSTED  
 CQ2056  ___________________________________________________________________
 CQ2056  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2056  DYNAMIC HT  -          75.015 (meters)     246.11  (feet)  COMP
 CQ2056  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CQ2056
 CQ2056  VERT ORDER  -  SECOND    CLASS 0
 CQ2056
 CQ2056.The horizontal coordinates were scaled from a topographic map and have
 CQ2056.an estimated accuracy of +/- 6 seconds.
 CQ2056
 CQ2056.The orthometric height was determined by differential leveling
 CQ2056.and adjusted by the National Geodetic Survey in June 1991..
 CQ2056
 CQ2056.The geoid height was determined by GEOID03.
 CQ2056
 CQ2056.The dynamic height is computed by dividing the NAVD 88
 CQ2056.geopotential number by the normal gravity value computed on the
 CQ2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2056.degrees latitude (g = 980.6199 gals.).
 CQ2056
 CQ2056.The modeled gravity was interpolated from observed gravity values.
 CQ2056
 CQ2056;                    North         East    Units  Estimated Accuracy
 CQ2056;SPC LA N     -   256,150.      891,930.      MT  (+/- 180 meters Scaled)
 CQ2056
 CQ2056                          SUPERSEDED SURVEY CONTROL
 CQ2056
 CQ2056  NGVD 29 (??/??/??)   75.167  (m)          246.61   (f) ADJUSTED    2 0
 CQ2056
 CQ2056.Superseded values are not recommended for survey control.
 CQ2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2056.See file dsdata.txt to determine how the superseded data were derived.
 CQ2056
 CQ2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS387298(NAD 83)
 CQ2056_MARKER: DD = SURVEY DISK
 CQ2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2056_STAMPING: 8 V 5 1968
 CQ2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2056+STABILITY: SURFACE MOTION
 CQ2056
 CQ2056  HISTORY     - Date     Condition        Report By
 CQ2056  HISTORY     - 1968     MONUMENTED       LADH
 CQ2056  HISTORY     - 1968     GOOD             LADH
 CQ2056  HISTORY     - 20010331 GOOD             NGS
 CQ2056  HISTORY     - 20020114 GOOD             NGS
 CQ2056
 CQ2056                          STATION DESCRIPTION
 CQ2056
 CQ2056'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ2056'11.1 MI N FROM BENTON.
 CQ2056'ABOUT 6.5 MILES NORTH FROM JUNCTION OF LOUISIANA HIGHWAY 3 AND
 CQ2056'LOUISIANA HIGHWAY 162 IN BENTON.  THENCE EAST 4.6 MILES ON LOUISIANA
 CQ2056'HIGHWAY 160 TOWARD ROCKY MOUNT.  IT IS 131.6 FEET NORTH OF CENTERLINE
 CQ2056'OF LOUISIANA HIGHWAY 160, 47 FEET EAST OF NORTHEAST CORNER OF
 CQ2056'RESIDENCE OF LEE C. JENNINGS, 9 FEET EAST OF 10 INCH MAGNOLIA TREE, 3
 CQ2056'FEET SOUTH OF CORNER OF CHAIN LINK FENCE, 1 FOOT EAST OF CHAIN LINK
 CQ2056'FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE
 CQ2056'GROUND.  A STEEL WITNESS POST IS SET 1.4 FEET SOUTHWEST OF THE MARK.
 CQ2056'SECTION 13, T 21N, R 13W.
 CQ2056
 CQ2056                          STATION RECOVERY (2001)
 CQ2056
 CQ2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2056
 CQ2056                          STATION RECOVERY (2002)
 CQ2056
 CQ2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2057 ***********************************************************************
 CQ2057  DESIGNATION -  8 V 6
 CQ2057  PID         -  CQ2057
 CQ2057  STATE/COUNTY-  LA/BOSSIER
 CQ2057  USGS QUAD   -  HUGHES (1981)
 CQ2057
 CQ2057                         *CURRENT SURVEY CONTROL
 CQ2057  ___________________________________________________________________
 CQ2057* NAD 83(1986)-  32 48 38.     (N)    093 38 25.     (W)     SCALED    
 CQ2057* NAVD 88     -        88.653  (meters)     290.86   (feet)  ADJUSTED  
 CQ2057  ___________________________________________________________________
 CQ2057  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2057  DYNAMIC HT  -          88.554 (meters)     290.53  (feet)  COMP
 CQ2057  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 CQ2057
 CQ2057  VERT ORDER  -  SECOND    CLASS 0
 CQ2057
 CQ2057.The horizontal coordinates were scaled from a topographic map and have
 CQ2057.an estimated accuracy of +/- 6 seconds.
 CQ2057
 CQ2057.The orthometric height was determined by differential leveling
 CQ2057.and adjusted by the National Geodetic Survey in June 1991..
 CQ2057
 CQ2057.The geoid height was determined by GEOID03.
 CQ2057
 CQ2057.The dynamic height is computed by dividing the NAVD 88
 CQ2057.geopotential number by the normal gravity value computed on the
 CQ2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2057.degrees latitude (g = 980.6199 gals.).
 CQ2057
 CQ2057.The modeled gravity was interpolated from observed gravity values.
 CQ2057
 CQ2057;                    North         East    Units  Estimated Accuracy
 CQ2057;SPC LA N     -   256,760.      893,210.      MT  (+/- 180 meters Scaled)
 CQ2057
 CQ2057                          SUPERSEDED SURVEY CONTROL
 CQ2057
 CQ2057  NGVD 29 (??/??/??)   88.721  (m)          291.08   (f) ADJUSTED    2 0
 CQ2057
 CQ2057.Superseded values are not recommended for survey control.
 CQ2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2057.See file dsdata.txt to determine how the superseded data were derived.
 CQ2057
 CQ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS400304(NAD 83)
 CQ2057_MARKER: DD = SURVEY DISK
 CQ2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2057_STAMPING: 8V6 1968
 CQ2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2057+STABILITY: SURFACE MOTION
 CQ2057
 CQ2057  HISTORY     - Date     Condition        Report By
 CQ2057  HISTORY     - 1968     MONUMENTED       LADH
 CQ2057  HISTORY     - 1968     GOOD             LADH
 CQ2057  HISTORY     - 20010331 GOOD             NGS
 CQ2057  HISTORY     - 20020114 GOOD             NGS
 CQ2057
 CQ2057                          STATION DESCRIPTION
 CQ2057
 CQ2057'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ2057'11.9 MI N FROM BENTON.
 CQ2057'ABOUT 6.5 MILES NORTH FROM JUNCTION OF LOUISIANA HIGHWAY 3 AND
 CQ2057'LOUISIANA HIGHWAY 162 IN BENTON.  THENCE EAST 5.4 MILES TO A POINT 0.8
 CQ2057'MILES WEST OF ROCKY MOUNT.  IT IS 188 FEET SOUTH OF CENTERLINE OF
 CQ2057'LOUISIANA HIGHWAY 160, 100.8 FEET WEST OF SOUTHWEST CORNER OF
 CQ2057'RESIDENCE OF H. M. FORD, 40.6 FEET WEST OF WELL, 12.5 FEET NORTHWEST
 CQ2057'OF 7 INCH CEDAR TREE, 1 FOOT WEST OF NORTH-SOUTH CROSS FENCE.  SET IN
 CQ2057'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL
 CQ2057'WITNESS POST IS SET 1.8 FEET NORTH OF THE MARK.  SECTION 18, T 21N, R
 CQ2057'12W.
 CQ2057
 CQ2057                          STATION RECOVERY (2001)
 CQ2057
 CQ2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2057'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2057
 CQ2057                          STATION RECOVERY (2002)
 CQ2057
 CQ2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2057'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2060 ***********************************************************************
 CQ2060  DESIGNATION -  8 V 7
 CQ2060  PID         -  CQ2060
 CQ2060  STATE/COUNTY-  LA/BOSSIER
 CQ2060  USGS QUAD   -  IVAN (1981)
 CQ2060
 CQ2060                         *CURRENT SURVEY CONTROL
 CQ2060  ___________________________________________________________________
 CQ2060* NAD 83(1986)-  32 49 01.     (N)    093 37 28.     (W)     SCALED    
 CQ2060* NAVD 88     -       118.307  (meters)     388.15   (feet)  ADJUSTED  
 CQ2060  ___________________________________________________________________
 CQ2060  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2060  DYNAMIC HT  -         118.175 (meters)     387.71  (feet)  COMP
 CQ2060  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 CQ2060
 CQ2060  VERT ORDER  -  SECOND    CLASS 0
 CQ2060
 CQ2060.The horizontal coordinates were scaled from a topographic map and have
 CQ2060.an estimated accuracy of +/- 6 seconds.
 CQ2060
 CQ2060.The orthometric height was determined by differential leveling
 CQ2060.and adjusted by the National Geodetic Survey in June 1991..
 CQ2060
 CQ2060.The geoid height was determined by GEOID03.
 CQ2060
 CQ2060.The dynamic height is computed by dividing the NAVD 88
 CQ2060.geopotential number by the normal gravity value computed on the
 CQ2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2060.degrees latitude (g = 980.6199 gals.).
 CQ2060
 CQ2060.The modeled gravity was interpolated from observed gravity values.
 CQ2060
 CQ2060;                    North         East    Units  Estimated Accuracy
 CQ2060;SPC LA N     -   257,450.      894,700.      MT  (+/- 180 meters Scaled)
 CQ2060
 CQ2060                          SUPERSEDED SURVEY CONTROL
 CQ2060
 CQ2060  NGVD 29 (??/??/??)  118.375  (m)          388.37   (f) ADJUSTED    2 0
 CQ2060
 CQ2060.Superseded values are not recommended for survey control.
 CQ2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2060.See file dsdata.txt to determine how the superseded data were derived.
 CQ2060
 CQ2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS415311(NAD 83)
 CQ2060_MARKER: DD = SURVEY DISK
 CQ2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2060_STAMPING: 8 V 7 1968
 CQ2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2060+STABILITY: SURFACE MOTION
 CQ2060
 CQ2060  HISTORY     - Date     Condition        Report By
 CQ2060  HISTORY     - 1968     MONUMENTED       LADH
 CQ2060  HISTORY     - 1969     GOOD             LADH
 CQ2060  HISTORY     - 20010331 GOOD             NGS
 CQ2060  HISTORY     - 20020114 GOOD             NGS
 CQ2060
 CQ2060                          STATION DESCRIPTION
 CQ2060
 CQ2060'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2060'IN ROCKY MOUNT.
 CQ2060'IN ROCKY MOUNT AT REAR OF NEW BETHEL CHURCH.  IT IS 171 FEET NORTH OF
 CQ2060'CENTERLINE OF LOUISIANA HIGHWAY 160, 41 FEET NORTHWEST OF NORTHWEST
 CQ2060'CORNER OF NEW BETHEL CHURCH, 21 FEET WEST OF 30 INCH RED OAK, 82 FEET
 CQ2060'SOUTHWEST OF TOMBSTONE OF ROBERT MARTIN.  SET IN THE TOP OF A CONCRETE
 CQ2060'POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ2060'SET 1.0 FOOT EAST OF THE MARK.  SECTION 17, T 21N, R 12W.
 CQ2060
 CQ2060                          STATION RECOVERY (2001)
 CQ2060
 CQ2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2060'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2060
 CQ2060                          STATION RECOVERY (2002)
 CQ2060
 CQ2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2060'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2061 ***********************************************************************
 CQ2061  DESIGNATION -  8 V 8
 CQ2061  PID         -  CQ2061
 CQ2061  STATE/COUNTY-  LA/BOSSIER
 CQ2061  USGS QUAD   -  IVAN (1981)
 CQ2061
 CQ2061                         *CURRENT SURVEY CONTROL
 CQ2061  ___________________________________________________________________
 CQ2061* NAD 83(1986)-  32 49 10.     (N)    093 36 24.     (W)     SCALED    
 CQ2061* NAVD 88     -        84.748  (meters)     278.04   (feet)  ADJUSTED  
 CQ2061  ___________________________________________________________________
 CQ2061  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ2061  DYNAMIC HT  -          84.653 (meters)     277.73  (feet)  COMP
 CQ2061  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 CQ2061
 CQ2061  VERT ORDER  -  SECOND    CLASS 0
 CQ2061
 CQ2061.The horizontal coordinates were scaled from a topographic map and have
 CQ2061.an estimated accuracy of +/- 6 seconds.
 CQ2061
 CQ2061.The orthometric height was determined by differential leveling
 CQ2061.and adjusted by the National Geodetic Survey in June 1991..
 CQ2061
 CQ2061.The geoid height was determined by GEOID03.
 CQ2061
 CQ2061.The dynamic height is computed by dividing the NAVD 88
 CQ2061.geopotential number by the normal gravity value computed on the
 CQ2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2061.degrees latitude (g = 980.6199 gals.).
 CQ2061
 CQ2061.The modeled gravity was interpolated from observed gravity values.
 CQ2061
 CQ2061;                    North         East    Units  Estimated Accuracy
 CQ2061;SPC LA N     -   257,710.      896,370.      MT  (+/- 180 meters Scaled)
 CQ2061
 CQ2061                          SUPERSEDED SURVEY CONTROL
 CQ2061
 CQ2061  NGVD 29 (??/??/??)   84.815  (m)          278.26   (f) ADJUSTED    2 0
 CQ2061
 CQ2061.Superseded values are not recommended for survey control.
 CQ2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2061.See file dsdata.txt to determine how the superseded data were derived.
 CQ2061
 CQ2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS432314(NAD 83)
 CQ2061_MARKER: DB = BENCH MARK DISK
 CQ2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2061_STAMPING: 8V8 1968
 CQ2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2061+STABILITY: SURFACE MOTION
 CQ2061
 CQ2061  HISTORY     - Date     Condition        Report By
 CQ2061  HISTORY     - 1968     MONUMENTED       LADH
 CQ2061  HISTORY     - 1969     GOOD             LADH
 CQ2061  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2061  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2061
 CQ2061                          STATION DESCRIPTION
 CQ2061
 CQ2061'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2061'1.4 MI E FROM ROCKY MOUNT.
 CQ2061'ABOUT 1.4 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ2061'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 157 IN ROCKY MOUNT.  IT IS
 CQ2061'111 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 160, 132 FEET WEST
 CQ2061'OF 30 INCH PINE TREE, 44 FEET NORTH OF 48 INCH PIN OAK IN YARD OF
 CQ2061'RESIDENCE, 17 FEET NORTHEAST OF NORTHEAST CORNER OF RESIDENCE OF W. C.
 CQ2061'DEMOSS, SOUTHEAST OF A 12 INCH MAGNOLIA TREE IN YARD OF RESIDENCE, 1
 CQ2061'FOOT EAST OF YARD FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CQ2061'THE TOP OF THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF
 CQ2061'THE MARK.  SECTION 16, T 21N, R 12W.
 CQ2061
 CQ2061                          STATION RECOVERY (2001)
 CQ2061
 CQ2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2061'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2061
 CQ2061                          STATION RECOVERY (2002)
 CQ2061
 CQ2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2061'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2062 ***********************************************************************
 CQ2062  DESIGNATION -  8 V 9
 CQ2062  PID         -  CQ2062
 CQ2062  STATE/COUNTY-  LA/BOSSIER
 CQ2062  USGS QUAD   -  IVAN (1981)
 CQ2062
 CQ2062                         *CURRENT SURVEY CONTROL
 CQ2062  ___________________________________________________________________
 CQ2062* NAD 83(1986)-  32 49 04.     (N)    093 35 07.     (W)     SCALED    
 CQ2062* NAVD 88     -        70.406  (meters)     230.99   (feet)  ADJUSTED  
 CQ2062  ___________________________________________________________________
 CQ2062  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ2062  DYNAMIC HT  -          70.327 (meters)     230.73  (feet)  COMP
 CQ2062  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CQ2062
 CQ2062  VERT ORDER  -  SECOND    CLASS 0
 CQ2062
 CQ2062.The horizontal coordinates were scaled from a topographic map and have
 CQ2062.an estimated accuracy of +/- 6 seconds.
 CQ2062
 CQ2062.The orthometric height was determined by differential leveling
 CQ2062.and adjusted by the National Geodetic Survey in June 1991..
 CQ2062
 CQ2062.The geoid height was determined by GEOID03.
 CQ2062
 CQ2062.The dynamic height is computed by dividing the NAVD 88
 CQ2062.geopotential number by the normal gravity value computed on the
 CQ2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2062.degrees latitude (g = 980.6199 gals.).
 CQ2062
 CQ2062.The modeled gravity was interpolated from observed gravity values.
 CQ2062
 CQ2062;                    North         East    Units  Estimated Accuracy
 CQ2062;SPC LA N     -   257,500.      898,370.      MT  (+/- 180 meters Scaled)
 CQ2062
 CQ2062                          SUPERSEDED SURVEY CONTROL
 CQ2062
 CQ2062  NGVD 29 (??/??/??)   70.473  (m)          231.21   (f) ADJUSTED    2 0
 CQ2062
 CQ2062.Superseded values are not recommended for survey control.
 CQ2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2062.See file dsdata.txt to determine how the superseded data were derived.
 CQ2062
 CQ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS452312(NAD 83)
 CQ2062_MARKER: DD = SURVEY DISK
 CQ2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2062_STAMPING: 8 V 9 1968
 CQ2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2062+STABILITY: SURFACE MOTION
 CQ2062
 CQ2062  HISTORY     - Date     Condition        Report By
 CQ2062  HISTORY     - 1968     MONUMENTED       LADH
 CQ2062  HISTORY     - 1969     GOOD             LADH
 CQ2062  HISTORY     - 20010331 GOOD             NGS
 CQ2062  HISTORY     - 20020114 GOOD             NGS
 CQ2062
 CQ2062                          STATION DESCRIPTION
 CQ2062
 CQ2062'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2062'2.6 MI E FROM ROCKY MOUNT.
 CQ2062'ABOUT 2.6 MILES EAST ALONG LOUISIANA HIGHWAY 160 FROM JUNCTION OF
 CQ2062'LOUISIANA HIGHWAY 160 AND LOUISIANA HIGHWAY 157 IN ROCKY MOUNT.  IT IS
 CQ2062'128 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 160, 124  4 FEET
 CQ2062'SOUTHWEST OF POWER POLE NUMBER 193, 23 FEET WEST OF WEST SIDE OF POWER
 CQ2062'LINE RIGHT OF WAY, 171 FEET NORTHWEST OF NORTH END OF 24 INCH R.C.
 CQ2062'PIPE CROSS DRAIN UNDER LOUISIANA HIGHWAY 160, ON TOP OF SMALL MOUND,
 CQ2062'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 CQ2062'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK. SECTION
 CQ2062'15, T 21N, R 12W.
 CQ2062
 CQ2062                          STATION RECOVERY (2001)
 CQ2062
 CQ2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2062'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2062
 CQ2062                          STATION RECOVERY (2002)
 CQ2062
 CQ2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2062'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1324 ***********************************************************************
 CQ1324  DESIGNATION -  80 A
 CQ1324  PID         -  CQ1324
 CQ1324  STATE/COUNTY-  LA/CLAIBORNE
 CQ1324  USGS QUAD   -  HOMER (1986)
 CQ1324
 CQ1324                         *CURRENT SURVEY CONTROL
 CQ1324  ___________________________________________________________________
 CQ1324* NAD 83(1986)-  32 47 29.     (N)    093 03 21.     (W)     SCALED    
 CQ1324* NAVD 88     -        87.738  (meters)     287.85   (feet)  ADJUSTED  
 CQ1324  ___________________________________________________________________
 CQ1324  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1324  DYNAMIC HT  -          87.640 (meters)     287.53  (feet)  COMP
 CQ1324  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 CQ1324
 CQ1324  VERT ORDER  -  SECOND    CLASS 0
 CQ1324
 CQ1324.The horizontal coordinates were scaled from a topographic map and have
 CQ1324.an estimated accuracy of +/- 6 seconds.
 CQ1324
 CQ1324.The orthometric height was determined by differential leveling
 CQ1324.and adjusted by the National Geodetic Survey in September 1998..
 CQ1324
 CQ1324.The geoid height was determined by GEOID03.
 CQ1324
 CQ1324.The dynamic height is computed by dividing the NAVD 88
 CQ1324.geopotential number by the normal gravity value computed on the
 CQ1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1324.degrees latitude (g = 980.6199 gals.).
 CQ1324
 CQ1324.The modeled gravity was interpolated from observed gravity values.
 CQ1324
 CQ1324;                    North         East    Units  Estimated Accuracy
 CQ1324;SPC LA N     -   254,200.      947,930.      MT  (+/- 180 meters Scaled)
 CQ1324
 CQ1324                          SUPERSEDED SURVEY CONTROL
 CQ1324
 CQ1324  NAVD 88 (06/15/91)   87.749  (m)          287.89   (f) UNKNOWN     2 0
 CQ1324  NGVD 29 (??/??/??)   87.813  (m)          288.10   (f) ADJUSTED    2 0
 CQ1324
 CQ1324.Superseded values are not recommended for survey control.
 CQ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1324.See file dsdata.txt to determine how the superseded data were derived.
 CQ1324
 CQ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS947281(NAD 83)
 CQ1324_MARKER: DB = BENCH MARK DISK
 CQ1324_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CQ1324_SP_SET: GRANITE STEP
 CQ1324_STAMPING: LOUISIANA 1923 80A
 CQ1324_MARK LOGO: USGS  
 CQ1324_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1324+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 CQ1324
 CQ1324  HISTORY     - Date     Condition        Report By
 CQ1324  HISTORY     - 1923     MONUMENTED       USGS
 CQ1324  HISTORY     - 1969     GOOD             LADH
 CQ1324  HISTORY     - 19931121 GOOD             USPSQD
 CQ1324  HISTORY     - 19950607 GOOD             LADTD
 CQ1324
 CQ1324                          STATION DESCRIPTION
 CQ1324
 CQ1324'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1324'IN HOMER.
 CQ1324'AT HOMER, CLAIBORNE PARISH, ON THE WEST SIDE OF COURTHOUSE SQUARE,
 CQ1324'SOUTH OF THE MAIN ENTRANCE TO THE HOMER NATIONAL BANK, AT THE FOOT OF
 CQ1324'THE SOUTH SIDE OF THE SOUTH STONE COLUMN, IN THE TOP OF THE SOUTH END
 CQ1324'OF THE GRANITE STEP, AND ONE FOOT ABOVE THE SIDEWALK.  A U.S.G.S.
 CQ1324'STANDARD DISK, STAMPED LOUISIANA 1923 80A.  SEC 23, T 21N, R 7W.
 CQ1324
 CQ1324                          STATION RECOVERY (1993)
 CQ1324
 CQ1324'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1324'RECOVERED IN GOOD CONDITION.
 CQ1324
 CQ1324                          STATION RECOVERY (1995)
 CQ1324
 CQ1324'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1324'THE STATION IS LOCATED IN HOMER, ON THE WEST SIDE OF THE COURTHOUSE
 CQ1324'SQUARE, SET IN A GRANITE STEP LEADING INTO THE HOMER NATIONAL BANK, AT
 CQ1324'THE FOOT OF THE SOUTH SIDE OF THE SOUTH STONE COLUMN AT THE ENTRANCE
 CQ1324'INTO THE BANK AND ABOUT 1.0 FT (0.3 M) ABOVE THE HIGHWAY.
 CQ1324'OWNERSHIP--HOMER NATIONAL BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1206 ***********************************************************************
 BW1206  DESIGNATION -  80 DIETZE BOLT
 BW1206  PID         -  BW1206
 BW1206  STATE/COUNTY-  LA/CONCORDIA
 BW1206  USGS QUAD   -  FAIRVIEW (1983)
 BW1206
 BW1206                         *CURRENT SURVEY CONTROL
 BW1206  ___________________________________________________________________
 BW1206* NAD 83(1986)-  31 21 50.     (N)    091 34 41.     (W)     SCALED    
 BW1206* NAVD 88     -        14.08   (+/-2cm)      46.2    (feet)  VERTCON   
 BW1206  ___________________________________________________________________
 BW1206  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BW1206
 BW1206  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1206
 BW1206.The horizontal coordinates were scaled from a topographic map and have
 BW1206.an estimated accuracy of +/- 6 seconds.
 BW1206
 BW1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1206.The vertical order pertains to the NGVD 29 superseded value.
 BW1206
 BW1206.The geoid height was determined by GEOID03.
 BW1206
 BW1206;                    North         East    Units  Estimated Accuracy
 BW1206;SPC LA N     -    96,160.    1,087,710.      MT  (+/- 180 meters Scaled)
 BW1206
 BW1206                          SUPERSEDED SURVEY CONTROL
 BW1206
 BW1206  NGVD 29 (??/??/92)   14.063  (m)           46.14   (f) ADJ UNCH    1 2
 BW1206
 BW1206.Superseded values are not recommended for survey control.
 BW1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1206.See file dsdata.txt to determine how the superseded data were derived.
 BW1206
 BW1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ352708(NAD 83)
 BW1206_MARKER: B = BOLT
 BW1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1206_SP_SET: CONCRETE SLAB
 BW1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1206
 BW1206  HISTORY     - Date     Condition        Report By
 BW1206  HISTORY     - UNK      MONUMENTED       DOD
 BW1206  HISTORY     - 1966     GOOD             NGS
 BW1206
 BW1206                          STATION DESCRIPTION
 BW1206
 BW1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1206'19.8 MI SW FROM VIDALIA.
 BW1206'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1206'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1206'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 4.15 MILES
 BW1206'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, 227 FEET WEST
 BW1206'OF THE CENTER LINE OF THE ROAD, 44 FEET WEST OF THE WEST EDGE OF A
 BW1206'NARROW DITCH LINED WITH TREES, 26 FEET NORTHWEST OF A 27-INCH OAK
 BW1206'TREE, ABOUT 28 FEET BELOW THE LEVEL OF THE ROAD, A COPPER BOLT SET IN
 BW1206'THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO
 BW1206'WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP AND
 BW1206'PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1205 ***********************************************************************
 BW1205  DESIGNATION -  80 DIETZE CAP
 BW1205  PID         -  BW1205
 BW1205  STATE/COUNTY-  LA/CONCORDIA
 BW1205  USGS QUAD   -  FAIRVIEW (1983)
 BW1205
 BW1205                         *CURRENT SURVEY CONTROL
 BW1205  ___________________________________________________________________
 BW1205* NAD 83(1986)-  31 21 50.     (N)    091 34 41.     (W)     SCALED    
 BW1205* NAVD 88     -        15.31   (+/-2cm)      50.2    (feet)  VERTCON   
 BW1205  ___________________________________________________________________
 BW1205  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BW1205
 BW1205  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1205
 BW1205.The horizontal coordinates were scaled from a topographic map and have
 BW1205.an estimated accuracy of +/- 6 seconds.
 BW1205
 BW1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1205.The vertical order pertains to the NGVD 29 superseded value.
 BW1205
 BW1205.The geoid height was determined by GEOID03.
 BW1205
 BW1205;                    North         East    Units  Estimated Accuracy
 BW1205;SPC LA N     -    96,160.    1,087,710.      MT  (+/- 180 meters Scaled)
 BW1205
 BW1205                          SUPERSEDED SURVEY CONTROL
 BW1205
 BW1205  NGVD 29 (??/??/92)   15.295  (m)           50.18   (f) ADJ UNCH    1 2
 BW1205
 BW1205.Superseded values are not recommended for survey control.
 BW1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1205.See file dsdata.txt to determine how the superseded data were derived.
 BW1205
 BW1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ352708(NAD 83)
 BW1205_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1205_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1205
 BW1205  HISTORY     - Date     Condition        Report By
 BW1205  HISTORY     - UNK      MONUMENTED       DOD
 BW1205  HISTORY     - 1966     GOOD             NGS
 BW1205
 BW1205                          STATION DESCRIPTION
 BW1205
 BW1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1205'19.8 MI SW FROM VIDALIA.
 BW1205'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1205'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1205'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 4.15 MILES
 BW1205'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, 227 FEET WEST
 BW1205'OF THE CENTER LINE OF THE ROAD, 44 FEET WEST OF THE WEST EDGE OF A
 BW1205'NARROW DITCH LINED WITH TREES, 26 FEET NORTHWEST OF A 27-INCH OAK
 BW1205'TREE, ABOUT 28 FEET BELOW THE LEVEL OF THE ROAD, A 4-INCH IRON PIPE
 BW1205'BEARING A BRASS CAP AND PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4021 ***********************************************************************
 BJ4021  DESIGNATION -  800
 BJ4021  PID         -  BJ4021
 BJ4021  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4021  USGS QUAD   -  FRED (1980)
 BJ4021
 BJ4021                         *CURRENT SURVEY CONTROL
 BJ4021  ___________________________________________________________________
 BJ4021* NAD 83(1986)-  30 38 39.     (N)    091 05 22.     (W)     SCALED    
 BJ4021* NAVD 88     -        27.232  (meters)      89.34   (feet)  ADJUSTED  
 BJ4021  ___________________________________________________________________
 BJ4021  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4021  DYNAMIC HT  -          27.197 (meters)      89.23  (feet)  COMP
 BJ4021  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ4021
 BJ4021  VERT ORDER  -  SECOND    CLASS II
 BJ4021
 BJ4021.The horizontal coordinates were scaled from a topographic map and have
 BJ4021.an estimated accuracy of +/- 6 seconds.
 BJ4021
 BJ4021.The orthometric height was determined by differential leveling
 BJ4021.and adjusted by the National Geodetic Survey in February 1994..
 BJ4021
 BJ4021.The geoid height was determined by GEOID03.
 BJ4021
 BJ4021.The dynamic height is computed by dividing the NAVD 88
 BJ4021.geopotential number by the normal gravity value computed on the
 BJ4021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4021.degrees latitude (g = 980.6199 gals.).
 BJ4021
 BJ4021.The modeled gravity was interpolated from observed gravity values.
 BJ4021
 BJ4021;                    North         East    Units  Estimated Accuracy
 BJ4021;SPC LA S     -   237,700.    1,023,380.      MT  (+/- 180 meters Scaled)
 BJ4021
 BJ4021                          SUPERSEDED SURVEY CONTROL
 BJ4021
 BJ4021.No superseded survey control is available for this station.
 BJ4021
 BJ4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP830917(NAD 83)
 BJ4021_MARKER: DB = BENCH MARK DISK
 BJ4021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4021_SP_SET: CONCRETE POST
 BJ4021_STAMPING: 800
 BJ4021_MARK LOGO: LA-033
 BJ4021_PROJECTION: FLUSH
 BJ4021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4021+STABILITY: SURFACE MOTION
 BJ4021
 BJ4021  HISTORY     - Date     Condition        Report By
 BJ4021  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4021  HISTORY     - 1987     GOOD             LA-033
 BJ4021
 BJ4021                          STATION DESCRIPTION
 BJ4021
 BJ4021'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4021'6.4 KM (4 MI) WEST FROM ZACHARY.
 BJ4021'ABOUT 1.8 KM (1.15 MI) WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 BJ4021'WITH STATE HIGHWAY 67, KNOWN AS THE CROSSROAD, TO TUCKER ROAD ON THE
 BJ4021'LEFT, TURN LEFT, NORTH ON TUCKER ROAD FOR 0.3 KM (0.2 MI) TO THE
 BJ4021'BENCH MARK ON THE RIGHT, 22.6 METERS (74 FT) NORTH OF A POWER POLE
 BJ4021'WITH TRANSFORMERS, 11.9 METERS (39 FT) EAST OF THE CENTER OF TUCKER
 BJ4021'ROAD AND ON ROAD RIGHT-OF-WAY ABOUT 61 METERS (200 FT) DUE WEST OF A
 BJ4021'LARGE BRICK HOUSE.
 BJ4021'THE MARK IS 0.91 METERS  SE FROM A WITNESS POST.
 BJ4021'THE MARK IS 0.30 M ABOVE TUCKER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1131 ***********************************************************************
 CP1131  DESIGNATION -  800 A BOLT
 CP1131  PID         -  CP1131
 CP1131  STATE/COUNTY-  LA/EAST CARROLL
 CP1131  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1131
 CP1131                         *CURRENT SURVEY CONTROL
 CP1131  ___________________________________________________________________
 CP1131* NAD 83(1986)-  32 49 50.     (N)    091 10 02.     (W)     SCALED    
 CP1131* NAVD 88     -        30.23   (+/-2cm)      99.2    (feet)  VERTCON   
 CP1131  ___________________________________________________________________
 CP1131  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1131
 CP1131  VERT ORDER  -  ? (See Below)
 CP1131
 CP1131.The horizontal coordinates were scaled from a topographic map and have
 CP1131.an estimated accuracy of +/- 6 seconds.
 CP1131
 CP1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1131.The vertical order pertains to the NGVD 29 superseded value.
 CP1131
 CP1131.The geoid height was determined by GEOID03.
 CP1131
 CP1131;                    North         East    Units  Estimated Accuracy
 CP1131;SPC LA N     -   259,180.    1,124,790.      MT  (+/- 180 meters Scaled)
 CP1131
 CP1131                          SUPERSEDED SURVEY CONTROL
 CP1131
 CP1131  NGVD 29 (??/??/92)   30.286  (m)           99.36   (f) ADJ UNCH    ?  
 CP1131
 CP1131.Superseded values are not recommended for survey control.
 CP1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1131.See file dsdata.txt to determine how the superseded data were derived.
 CP1131
 CP1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715339(NAD 83)
 CP1131_MARKER: B = BOLT
 CP1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1131_SP_SET: STONE
 CP1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1131+STABILITY: SURFACE MOTION
 CP1131
 CP1131  HISTORY     - Date     Condition        Report By
 CP1131  HISTORY     - UNK      MONUMENTED       DOD
 CP1131  HISTORY     - 1934     GOOD             DOD
 CP1131
 CP1131                          STATION DESCRIPTION
 CP1131
 CP1131'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1131'2 MI N FROM LAKE PROVIDENCE.
 CP1131'P.B.M. IS A PIPE STONE BENCH WITH A BRASS CAP, LOCATED ON RIGHT BANK
 CP1131'OF MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 2 MILES NORTH
 CP1131'OF LAKE PROVIDENCE, LA., 1412 FEET NORTHWEST OF LEVEE STATION NO. 800.
 CP1131'150 FEET WEST OF DIRT ROAD.  35 FEET NORTHEAST OF WIRE FENCE. 9 FEET
 CP1131'SOUTHEAST OF 30-INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1130 ***********************************************************************
 CP1130  DESIGNATION -  800 A CAP
 CP1130  PID         -  CP1130
 CP1130  STATE/COUNTY-  LA/EAST CARROLL
 CP1130  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1130
 CP1130                         *CURRENT SURVEY CONTROL
 CP1130  ___________________________________________________________________
 CP1130* NAD 83(1986)-  32 49 50.     (N)    091 10 02.     (W)     SCALED    
 CP1130* NAVD 88     -        31.43   (+/-2cm)     103.1    (feet)  VERTCON   
 CP1130  ___________________________________________________________________
 CP1130  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1130
 CP1130  VERT ORDER  -  ? (See Below)
 CP1130
 CP1130.The horizontal coordinates were scaled from a topographic map and have
 CP1130.an estimated accuracy of +/- 6 seconds.
 CP1130
 CP1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1130.The vertical order pertains to the NGVD 29 superseded value.
 CP1130
 CP1130.The geoid height was determined by GEOID03.
 CP1130
 CP1130;                    North         East    Units  Estimated Accuracy
 CP1130;SPC LA N     -   259,180.    1,124,790.      MT  (+/- 180 meters Scaled)
 CP1130
 CP1130                          SUPERSEDED SURVEY CONTROL
 CP1130
 CP1130  NGVD 29 (??/??/92)   31.490  (m)          103.31   (f) ADJ UNCH    ?  
 CP1130
 CP1130.Superseded values are not recommended for survey control.
 CP1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1130.See file dsdata.txt to determine how the superseded data were derived.
 CP1130
 CP1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715339(NAD 83)
 CP1130_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1130
 CP1130  HISTORY     - Date     Condition        Report By
 CP1130  HISTORY     - UNK      MONUMENTED       DOD
 CP1130  HISTORY     - 1934     GOOD             DOD
 CP1130
 CP1130                          STATION DESCRIPTION
 CP1130
 CP1130'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1130'2 MI N FROM LAKE PROVIDENCE.
 CP1130'P.B.M. IS A PIPE STONE BENCH WITH A BRASS CAP, LOCATED ON RIGHT BANK
 CP1130'OF MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 2 MILES NORTH
 CP1130'OF LAKE PROVIDENCE, LA., 1412 FEET NORTHWEST OF LEVEE STATION NO. 800.
 CP1130'150 FEET WEST OF DIRT ROAD.  35 FEET NORTHEAST OF WIRE FENCE. 9 FEET
 CP1130'SOUTHEAST OF 30-INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4020 ***********************************************************************
 BJ4020  DESIGNATION -  801 73
 BJ4020  PID         -  BJ4020
 BJ4020  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4020  USGS QUAD   -  FRED (1980)
 BJ4020
 BJ4020                         *CURRENT SURVEY CONTROL
 BJ4020  ___________________________________________________________________
 BJ4020* NAD 83(1986)-  30 38 20.     (N)    091 04 10.     (W)     SCALED    
 BJ4020* NAVD 88     -        27.387  (meters)      89.85   (feet)  ADJUSTED  
 BJ4020  ___________________________________________________________________
 BJ4020  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4020  DYNAMIC HT  -          27.352 (meters)      89.74  (feet)  COMP
 BJ4020  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BJ4020
 BJ4020  VERT ORDER  -  SECOND    CLASS II
 BJ4020
 BJ4020.The horizontal coordinates were scaled from a topographic map and have
 BJ4020.an estimated accuracy of +/- 6 seconds.
 BJ4020
 BJ4020.The orthometric height was determined by differential leveling
 BJ4020.and adjusted by the National Geodetic Survey in February 1994..
 BJ4020
 BJ4020.The geoid height was determined by GEOID03.
 BJ4020
 BJ4020.The dynamic height is computed by dividing the NAVD 88
 BJ4020.geopotential number by the normal gravity value computed on the
 BJ4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4020.degrees latitude (g = 980.6199 gals.).
 BJ4020
 BJ4020.The modeled gravity was interpolated from observed gravity values.
 BJ4020
 BJ4020;                    North         East    Units  Estimated Accuracy
 BJ4020;SPC LA S     -   237,120.    1,025,300.      MT  (+/- 180 meters Scaled)
 BJ4020
 BJ4020                          SUPERSEDED SURVEY CONTROL
 BJ4020
 BJ4020.No superseded survey control is available for this station.
 BJ4020
 BJ4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP850911(NAD 83)
 BJ4020_MARKER: DB = BENCH MARK DISK
 BJ4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4020_SP_SET: CONCRETE POST
 BJ4020_STAMPING: 801 73
 BJ4020_MARK LOGO: LA-033
 BJ4020_PROJECTION: FLUSH
 BJ4020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4020+STABILITY: SURFACE MOTION
 BJ4020
 BJ4020  HISTORY     - Date     Condition        Report By
 BJ4020  HISTORY     - 1973     MONUMENTED       LA-033
 BJ4020  HISTORY     - 1987     GOOD             LA-033
 BJ4020
 BJ4020                          STATION DESCRIPTION
 BJ4020
 BJ4020'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4020'8 KM (5 MI) ESE FROM ZACHARY.
 BJ4020'3.5 KM (2.2 MI) EAST ON STATE HIGHWAY 64 FROM THE JUNCTION WITH STATE
 BJ4020'HIGHWAY 67 ABOUT 4.8 KM (3 MI) EAST OF ZACHARY TO THE BENCH MARK ON
 BJ4020'THE LEFT AT THE DEERFORD METHODIST CHURCH AND JUNCTION WITH STATE
 BJ4020'HIGHWAY 410 (BLACKWATER ROAD) 22.5 METERS (74 FT) SOUTHEAST OF THE
 BJ4020'SOUTHEAST CORNER OF THE CHURCH, 18.5 METERS (61 FT) NORTHEAST OF THE
 BJ4020'CENTER OF HIGHWAY 64 AND 42.7 METERS (140 FT) EAST OF THE PROJECTED
 BJ4020'CENTERLINE OF BLACKWATER ROAD.
 BJ4020'THE MARK IS 2.4 METERS  NE FROM A WITNESS POST.
 BJ4020'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4003 ***********************************************************************
 BJ4003  DESIGNATION -  802
 BJ4003  PID         -  BJ4003
 BJ4003  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4003  USGS QUAD   -  FRED (1980)
 BJ4003
 BJ4003                         *CURRENT SURVEY CONTROL
 BJ4003  ___________________________________________________________________
 BJ4003* NAD 83(1986)-  30 37 44.     (N)    091 03 07.     (W)     SCALED    
 BJ4003* NAVD 88     -        27.475  (meters)      90.14   (feet)  ADJUSTED  
 BJ4003  ___________________________________________________________________
 BJ4003  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4003  DYNAMIC HT  -          27.439 (meters)      90.02  (feet)  COMP
 BJ4003  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ4003
 BJ4003  VERT ORDER  -  SECOND    CLASS II
 BJ4003
 BJ4003.The horizontal coordinates were scaled from a topographic map and have
 BJ4003.an estimated accuracy of +/- 6 seconds.
 BJ4003
 BJ4003.The orthometric height was determined by differential leveling
 BJ4003.and adjusted by the National Geodetic Survey in February 1994..
 BJ4003
 BJ4003.The geoid height was determined by GEOID03.
 BJ4003
 BJ4003.The dynamic height is computed by dividing the NAVD 88
 BJ4003.geopotential number by the normal gravity value computed on the
 BJ4003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4003.degrees latitude (g = 980.6199 gals.).
 BJ4003
 BJ4003.The modeled gravity was interpolated from observed gravity values.
 BJ4003
 BJ4003;                    North         East    Units  Estimated Accuracy
 BJ4003;SPC LA S     -   236,010.    1,026,980.      MT  (+/- 180 meters Scaled)
 BJ4003
 BJ4003                          SUPERSEDED SURVEY CONTROL
 BJ4003
 BJ4003.No superseded survey control is available for this station.
 BJ4003
 BJ4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP867900(NAD 83)
 BJ4003_MARKER: DB = BENCH MARK DISK
 BJ4003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4003_SP_SET: CONCRETE POST
 BJ4003_STAMPING: 802
 BJ4003_MARK LOGO: LA-033
 BJ4003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4003+STABILITY: SURFACE MOTION
 BJ4003
 BJ4003  HISTORY     - Date     Condition        Report By
 BJ4003  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4003  HISTORY     - 1987     GOOD             LA-033
 BJ4003
 BJ4003                          STATION DESCRIPTION
 BJ4003
 BJ4003'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4003'3.35 KM (2.05 MI) WEST FROM INDIAN MOUND.
 BJ4003'ABOUT 3.35 KM (2.05 MI) WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 BJ4003'OF STATE HIGHWAYS 409 AND 64 AT INDIAN MOUND TO THE BENCH MARK ON THE
 BJ4003'RIGHT (ALSO 0.48 KM, OR 0.3 MI WEST OF JOOR ROAD) 11.9 METERS (39 FT)
 BJ4003'NORTHEAST OF THE CENTER OF HIGHWAY 64, 11.6 METERS (38 FT) NORTHWEST
 BJ4003'OF THE CENTER OF A GRAVELED DRIVEWAY, 10.4 METERS (34 FT) SOUTHEAST
 BJ4003'OF THE CENTER OF A GRAVELED DRIVEWAY AND 0.6 METERS (2 FT) SOUTHWEST
 BJ4003'OF A CORNER FENCE POST.
 BJ4003'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ4003'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4002 ***********************************************************************
 BJ4002  DESIGNATION -  803
 BJ4002  PID         -  BJ4002
 BJ4002  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4002  USGS QUAD   -  COMITE (1996)
 BJ4002
 BJ4002                         *CURRENT SURVEY CONTROL
 BJ4002  ___________________________________________________________________
 BJ4002* NAD 83(1986)-  30 37 21.     (N)    091 02 24.     (W)     SCALED    
 BJ4002* NAVD 88     -        26.436  (meters)      86.73   (feet)  ADJUSTED  
 BJ4002  ___________________________________________________________________
 BJ4002  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4002  DYNAMIC HT  -          26.402 (meters)      86.62  (feet)  COMP
 BJ4002  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ4002
 BJ4002  VERT ORDER  -  SECOND    CLASS II
 BJ4002
 BJ4002.The horizontal coordinates were scaled from a topographic map and have
 BJ4002.an estimated accuracy of +/- 6 seconds.
 BJ4002
 BJ4002.The orthometric height was determined by differential leveling
 BJ4002.and adjusted by the National Geodetic Survey in February 1994..
 BJ4002
 BJ4002.The geoid height was determined by GEOID03.
 BJ4002
 BJ4002.The dynamic height is computed by dividing the NAVD 88
 BJ4002.geopotential number by the normal gravity value computed on the
 BJ4002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4002.degrees latitude (g = 980.6199 gals.).
 BJ4002
 BJ4002.The modeled gravity was interpolated from observed gravity values.
 BJ4002
 BJ4002;                    North         East    Units  Estimated Accuracy
 BJ4002;SPC LA S     -   235,310.    1,028,120.      MT  (+/- 180 meters Scaled)
 BJ4002
 BJ4002                          SUPERSEDED SURVEY CONTROL
 BJ4002
 BJ4002.No superseded survey control is available for this station.
 BJ4002
 BJ4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP878894(NAD 83)
 BJ4002_MARKER: DB = BENCH MARK DISK
 BJ4002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4002_SP_SET: CONCRETE POST
 BJ4002_STAMPING: 803
 BJ4002_MARK LOGO: LA-033
 BJ4002_PROJECTION: FLUSH
 BJ4002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4002+STABILITY: SURFACE MOTION
 BJ4002
 BJ4002  HISTORY     - Date     Condition        Report By
 BJ4002  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4002  HISTORY     - 1987     GOOD             LA-033
 BJ4002
 BJ4002                          STATION DESCRIPTION
 BJ4002
 BJ4002'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4002'5.1 KM (3.15 MI) WEST FROM INDIAN MOUND.
 BJ4002'ABOUT 5.1 KM (3.15 MI) WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 BJ4002'OF STATE HIGHWAY 409 AND HIGHWAY 64 IN INDIAN MOUND TO THE BENCH MARK
 BJ4002'ON THE RIGHT, 12.2 METERS (40 FT) NORTHEAST OF THE CENTERLINE OF THE
 BJ4002'HIGHWAY, 6.1 METERS (20 FT) SOUTHEAST OF THE CENTER OF A GRAVELED
 BJ4002'DRIVEWAY AND 0.30 METERS (1 FT) SOUTHEAST OF A FENCELINE.
 BJ4002'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4002'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4001 ***********************************************************************
 BJ4001  DESIGNATION -  804
 BJ4001  PID         -  BJ4001
 BJ4001  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4001  USGS QUAD   -  COMITE (1996)
 BJ4001
 BJ4001                         *CURRENT SURVEY CONTROL
 BJ4001  ___________________________________________________________________
 BJ4001* NAD 83(1986)-  30 36 52.     (N)    091 01 52.     (W)     SCALED    
 BJ4001* NAVD 88     -        26.063  (meters)      85.51   (feet)  ADJUSTED  
 BJ4001  ___________________________________________________________________
 BJ4001  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4001  DYNAMIC HT  -          26.029 (meters)      85.40  (feet)  COMP
 BJ4001  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ4001
 BJ4001  VERT ORDER  -  SECOND    CLASS II
 BJ4001
 BJ4001.The horizontal coordinates were scaled from a topographic map and have
 BJ4001.an estimated accuracy of +/- 6 seconds.
 BJ4001
 BJ4001.The orthometric height was determined by differential leveling
 BJ4001.and adjusted by the National Geodetic Survey in February 1994..
 BJ4001
 BJ4001.The geoid height was determined by GEOID03.
 BJ4001
 BJ4001.The dynamic height is computed by dividing the NAVD 88
 BJ4001.geopotential number by the normal gravity value computed on the
 BJ4001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4001.degrees latitude (g = 980.6199 gals.).
 BJ4001
 BJ4001.The modeled gravity was interpolated from observed gravity values.
 BJ4001
 BJ4001;                    North         East    Units  Estimated Accuracy
 BJ4001;SPC LA S     -   234,420.    1,028,980.      MT  (+/- 180 meters Scaled)
 BJ4001
 BJ4001                          SUPERSEDED SURVEY CONTROL
 BJ4001
 BJ4001.No superseded survey control is available for this station.
 BJ4001
 BJ4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP887885(NAD 83)
 BJ4001_MARKER: DB = BENCH MARK DISK
 BJ4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4001_SP_SET: CONCRETE POST
 BJ4001_STAMPING: 804
 BJ4001_MARK LOGO: LA-033
 BJ4001_PROJECTION: FLUSH
 BJ4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4001+STABILITY: SURFACE MOTION
 BJ4001
 BJ4001  HISTORY     - Date     Condition        Report By
 BJ4001  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4001  HISTORY     - 1987     GOOD             LA-033
 BJ4001
 BJ4001                          STATION DESCRIPTION
 BJ4001
 BJ4001'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4001'3.9 KM (2.4 MI) WEST FROM INDIAN.
 BJ4001'ABOUT 3.9 KM (2.4 MI) WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 BJ4001'OF STATE HIGHWAY 409 AND HIGHWAY 64 IN INDIAN MOUND TO THE JUNCTION
 BJ4001'OF HIGHWAY 64 AND HUBBS ROAD AND THE BENCH MARK ON THE LEFT IN THE
 BJ4001'SOUTH- EAST ANGLE OF THE INTERSECTION, 22.6 METERS (74 FT) EAST OF
 BJ4001'THE CENTER OF HUBBS ROAD, 22.6 METERS (74 FT) SOUTH OF THE CENTERLINE
 BJ4001'OF HIGHWAY 64 AND ABOUT 15 METERS (50 FT) NORTHEAST OF BENCH MARK 17
 BJ4001'V 21 LADH.
 BJ4001'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ4001'THE MARK IS 0.30 M ABOVE HUBBS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4000 ***********************************************************************
 BJ4000  DESIGNATION -  806
 BJ4000  PID         -  BJ4000
 BJ4000  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4000  USGS QUAD   -  WATSON (1980)
 BJ4000
 BJ4000                         *CURRENT SURVEY CONTROL
 BJ4000  ___________________________________________________________________
 BJ4000* NAD 83(1986)-  30 36 21.     (N)    090 59 47.     (W)     SCALED    
 BJ4000* NAVD 88     -        21.178  (meters)      69.48   (feet)  ADJUSTED  
 BJ4000  ___________________________________________________________________
 BJ4000  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4000  DYNAMIC HT  -          21.150 (meters)      69.39  (feet)  COMP
 BJ4000  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ4000
 BJ4000  VERT ORDER  -  SECOND    CLASS II
 BJ4000
 BJ4000.The horizontal coordinates were scaled from a topographic map and have
 BJ4000.an estimated accuracy of +/- 6 seconds.
 BJ4000
 BJ4000.The orthometric height was determined by differential leveling
 BJ4000.and adjusted by the National Geodetic Survey in February 1994..
 BJ4000
 BJ4000.The geoid height was determined by GEOID03.
 BJ4000
 BJ4000.The dynamic height is computed by dividing the NAVD 88
 BJ4000.geopotential number by the normal gravity value computed on the
 BJ4000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4000.degrees latitude (g = 980.6199 gals.).
 BJ4000
 BJ4000.The modeled gravity was interpolated from observed gravity values.
 BJ4000
 BJ4000;                    North         East    Units  Estimated Accuracy
 BJ4000;SPC LA S     -   233,470.    1,032,310.      MT  (+/- 180 meters Scaled)
 BJ4000
 BJ4000                          SUPERSEDED SURVEY CONTROL
 BJ4000
 BJ4000.No superseded survey control is available for this station.
 BJ4000
 BJ4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP920876(NAD 83)
 BJ4000_MARKER: DB = BENCH MARK DISK
 BJ4000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4000_SP_SET: CONCRETE POST
 BJ4000_STAMPING: 806
 BJ4000_MARK LOGO: LA-033
 BJ4000_PROJECTION: FLUSH
 BJ4000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4000+STABILITY: SURFACE MOTION
 BJ4000
 BJ4000  HISTORY     - Date     Condition        Report By
 BJ4000  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4000  HISTORY     - 1987     GOOD             LA-033
 BJ4000  HISTORY     - 20050311 GOOD             SJB
 BJ4000
 BJ4000                          STATION DESCRIPTION
 BJ4000
 BJ4000'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4000'11.3 KM (7 MI) SOUTH FROM PRIDE.
 BJ4000'11.3 KM (7 MI) SOUTH ON STATE HIGHWAY 409 FROM THE POST OFFICE IN
 BJ4000'PRIDE TO THE BETHEL UNITED METHODIST CHURCH ON THE LEFT, THE JUNCTION
 BJ4000'OF STATE HIGHWAY 64 AND THE BENCH MARK ON THE RIGHT IN THE NORTHWEST
 BJ4000'CORNER OF THE INTERSECTION, 22 METERS (72 FT) NORTH OF THE CENTER OF
 BJ4000'HIGHWAY 64, 20.7 METERS (68 FT) WEST OF THE CENTER OF HIGHWAY 409, 17
 BJ4000'METERS (56 FT) SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER AND 13
 BJ4000'METERS (43 FT) NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 BJ4000'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ4000'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
 BJ4000
 BJ4000                          STATION RECOVERY (2005)
 BJ4000
 BJ4000'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ4000'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0799 ***********************************************************************
 BX0799  DESIGNATION -  806 LAGS
 BX0799  PID         -  BX0799
 BX0799  STATE/COUNTY-  LA/AVOYELLES
 BX0799  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0799
 BX0799                         *CURRENT SURVEY CONTROL
 BX0799  ___________________________________________________________________
 BX0799* NAD 83(1986)-  31 06 47.     (N)    092 03 54.     (W)     SCALED    
 BX0799* NAVD 88     -        22.854  (meters)      74.98   (feet)  ADJUSTED  
 BX0799  ___________________________________________________________________
 BX0799  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BX0799  DYNAMIC HT  -          22.826 (meters)      74.89  (feet)  COMP
 BX0799  MODELED GRAV-     979,392.9   (mgal)                       NAVD 88
 BX0799
 BX0799  VERT ORDER  -  FIRST     CLASS I
 BX0799
 BX0799.The horizontal coordinates were scaled from a topographic map and have
 BX0799.an estimated accuracy of +/- 6 seconds.
 BX0799
 BX0799.The orthometric height was determined by differential leveling
 BX0799.and adjusted by the National Geodetic Survey in February 1994..
 BX0799
 BX0799.The geoid height was determined by GEOID03.
 BX0799
 BX0799.The dynamic height is computed by dividing the NAVD 88
 BX0799.geopotential number by the normal gravity value computed on the
 BX0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0799.degrees latitude (g = 980.6199 gals.).
 BX0799
 BX0799.The modeled gravity was interpolated from observed gravity values.
 BX0799
 BX0799;                    North         East    Units  Estimated Accuracy
 BX0799;SPC LA N     -    68,060.    1,041,500.      MT  (+/- 180 meters Scaled)
 BX0799
 BX0799                          SUPERSEDED SURVEY CONTROL
 BX0799
 BX0799  NAVD 88 (06/15/91)   22.869  (m)           75.03   (f) UNKNOWN     1 1
 BX0799  NGVD 29 (??/??/??)   22.828  (m)           74.89   (f) ADJUSTED    1 1
 BX0799
 BX0799.Superseded values are not recommended for survey control.
 BX0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0799.See file dsdata.txt to determine how the superseded data were derived.
 BX0799
 BX0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ891425(NAD 83)
 BX0799_MARKER: DD = SURVEY DISK
 BX0799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0799_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0799_STAMPING: 806 LA.GEOD. S.
 BX0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0799
 BX0799  HISTORY     - Date     Condition        Report By
 BX0799  HISTORY     - UNK      MONUMENTED       LAGS
 BX0799  HISTORY     - 1966     GOOD             CGS
 BX0799  HISTORY     - 1977     GOOD             NGS
 BX0799
 BX0799                          STATION DESCRIPTION
 BX0799
 BX0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0799'1.0 MI SE FROM MARKSVILLE.
 BX0799'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0799'AT MARKSVILLE, THENCE 0.65 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0799'RAILROAD, IN SECTION 65, T 2 N, R 4 E, 19 FEET WEST OF THE WEST RAIL,
 BX0799'ON A SLIGHT MOUND, 96 FEET NORTH OF THE NORTHWEST CORNER OF THE MARDEL
 BX0799'PRODUCTS COMPANY BUILDING, 77 FEET NORTHWEST OF A POWER POLE BEARING A
 BX0799'TRANSFORMER, 30 FEET SOUTH OF THE CENTER LINE OF A GRAVELED DRIVEWAY,
 BX0799'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRACK, A DISK SET IN THE TOP
 BX0799'OF A 6-INCH GLAZED TILE PIPE THAT IS FILLED WITH CONCRETE AND PROJECTS
 BX0799'1 FOOT.
 BX0799
 BX0799                          STATION RECOVERY (1977)
 BX0799
 BX0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3999 ***********************************************************************
 BJ3999  DESIGNATION -  810
 BJ3999  PID         -  BJ3999
 BJ3999  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3999  USGS QUAD   -  WATSON (1980)
 BJ3999
 BJ3999                         *CURRENT SURVEY CONTROL
 BJ3999  ___________________________________________________________________
 BJ3999* NAD 83(1986)-  30 36 39.     (N)    090 59 43.     (W)     SCALED    
 BJ3999* NAVD 88     -        20.478  (meters)      67.18   (feet)  ADJUSTED  
 BJ3999  ___________________________________________________________________
 BJ3999  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3999  DYNAMIC HT  -          20.452 (meters)      67.10  (feet)  COMP
 BJ3999  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ3999
 BJ3999  VERT ORDER  -  SECOND    CLASS II
 BJ3999
 BJ3999.The horizontal coordinates were scaled from a topographic map and have
 BJ3999.an estimated accuracy of +/- 6 seconds.
 BJ3999
 BJ3999.The orthometric height was determined by differential leveling
 BJ3999.and adjusted by the National Geodetic Survey in February 1994..
 BJ3999
 BJ3999.The geoid height was determined by GEOID03.
 BJ3999
 BJ3999.The dynamic height is computed by dividing the NAVD 88
 BJ3999.geopotential number by the normal gravity value computed on the
 BJ3999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3999.degrees latitude (g = 980.6199 gals.).
 BJ3999
 BJ3999.The modeled gravity was interpolated from observed gravity values.
 BJ3999
 BJ3999;                    North         East    Units  Estimated Accuracy
 BJ3999;SPC LA S     -   234,030.    1,032,420.      MT  (+/- 180 meters Scaled)
 BJ3999
 BJ3999                          SUPERSEDED SURVEY CONTROL
 BJ3999
 BJ3999.No superseded survey control is available for this station.
 BJ3999
 BJ3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP921881(NAD 83)
 BJ3999_MARKER: DB = BENCH MARK DISK
 BJ3999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3999_SP_SET: CONCRETE POST
 BJ3999_STAMPING: 810
 BJ3999_MARK LOGO: LA-033
 BJ3999_PROJECTION: FLUSH
 BJ3999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3999+STABILITY: SURFACE MOTION
 BJ3999
 BJ3999  HISTORY     - Date     Condition        Report By
 BJ3999  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3999  HISTORY     - 1987     GOOD             LA-033
 BJ3999
 BJ3999                          STATION DESCRIPTION
 BJ3999
 BJ3999'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3999'10.7 KM (6.6 MI) SOUTH FROM PRIDE.
 BJ3999'10.7 KM (6.6 MI) SOUTH ON STATE HIGHWAY 409 FROM THE POST OFFICE IN
 BJ3999'PRIDE TO A DRIVEWAY AND THE BENCH MARK ON THE RIGHT, 8.8 METERS (29
 BJ3999'FT) WEST OF THE CENTER OF HIGHWAY 409, 5.9 METERS (19.5 FT) SOUTH OF
 BJ3999'A GRAVELED DRIVEWAY, 1.2 METERS (4 FT) NORTHEAST OF A 14-INCH PINE
 BJ3999'TREE AND 0.6 METERS (2 FT) EAST OF A WIRE FENCE.
 BJ3999'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3999'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0727 ***********************************************************************
 BX0727  DESIGNATION -  816
 BX0727  PID         -  BX0727
 BX0727  STATE/COUNTY-  LA/AVOYELLES
 BX0727  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0727
 BX0727                         *CURRENT SURVEY CONTROL
 BX0727  ___________________________________________________________________
 BX0727* NAD 83(1986)-  31 03 35.     (N)    092 07 05.     (W)     SCALED    
 BX0727* NAVD 88     -        23.89   (+/-2cm)      78.4    (feet)  VERTCON   
 BX0727  ___________________________________________________________________
 BX0727  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX0727
 BX0727  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0727
 BX0727.The horizontal coordinates were scaled from a topographic map and have
 BX0727.an estimated accuracy of +/- 6 seconds.
 BX0727
 BX0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0727.The vertical order pertains to the NGVD 29 superseded value.
 BX0727
 BX0727.The geoid height was determined by GEOID03.
 BX0727
 BX0727;                    North         East    Units  Estimated Accuracy
 BX0727;SPC LA N     -    62,130.    1,036,460.      MT  (+/- 180 meters Scaled)
 BX0727
 BX0727                          SUPERSEDED SURVEY CONTROL
 BX0727
 BX0727  NGVD 29 (??/??/??)   23.861  (m)           78.28   (f) ADJUSTED    1 2
 BX0727
 BX0727.Superseded values are not recommended for survey control.
 BX0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0727.See file dsdata.txt to determine how the superseded data were derived.
 BX0727
 BX0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ841365(NAD 83)
 BX0727_MARKER: DD = SURVEY DISK
 BX0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0727_STAMPING: 816
 BX0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0727+STABILITY: SURFACE MOTION
 BX0727
 BX0727  HISTORY     - Date     Condition        Report By
 BX0727  HISTORY     - UNK      MONUMENTED       LAGS
 BX0727  HISTORY     - 1962     GOOD             CGS
 BX0727
 BX0727                          STATION DESCRIPTION
 BX0727
 BX0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0727'0.2 MI E FROM HESSMER.
 BX0727'LOCATED 0.2 MILE EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 BX0727'THE STATION AT HESSMER, 1155 FEET EAST OF THE RAILROAD STATION, 45
 BX0727'FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 9.5 FEET NORTH OF A ROW OF
 BX0727'POLES, 56 FEET WEST OF THE 7TH POLE EAST OF THE STATION, 1 FOOT SOUTH
 BX0727'OF A FENCE LINE, 7 1/2 RAILS WEST OF SWITCH STAND, AND 1 FOOT NORTH OF
 BX0727'A METAL WITNESS POST AND IN A DENSE BRIER PATCH.  IT IS A STANDARD
 BX0727'STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BX0727'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1222 ***********************************************************************
 BW1222  DESIGNATION -  83 DIETZE BOLT
 BW1222  PID         -  BW1222
 BW1222  STATE/COUNTY-  LA/CONCORDIA
 BW1222  USGS QUAD   -  FAIRVIEW (1983)
 BW1222
 BW1222                         *CURRENT SURVEY CONTROL
 BW1222  ___________________________________________________________________
 BW1222* NAD 83(1986)-  31 19 32.     (N)    091 31 57.     (W)     SCALED    
 BW1222* NAVD 88     -        16.18   (+/-2cm)      53.1    (feet)  VERTCON   
 BW1222  ___________________________________________________________________
 BW1222  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BW1222
 BW1222  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1222
 BW1222.The horizontal coordinates were scaled from a topographic map and have
 BW1222.an estimated accuracy of +/- 6 seconds.
 BW1222
 BW1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1222.The vertical order pertains to the NGVD 29 superseded value.
 BW1222
 BW1222.The geoid height was determined by GEOID03.
 BW1222
 BW1222;                    North         East    Units  Estimated Accuracy
 BW1222;SPC LA N     -    91,950.    1,092,080.      MT  (+/- 180 meters Scaled)
 BW1222
 BW1222                          SUPERSEDED SURVEY CONTROL
 BW1222
 BW1222  NGVD 29 (??/??/92)   16.17   (m)           53.1    (f) COMPUTED    1 2
 BW1222
 BW1222.Superseded values are not recommended for survey control.
 BW1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1222.See file dsdata.txt to determine how the superseded data were derived.
 BW1222
 BW1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ396666(NAD 83)
 BW1222_MARKER: B = BOLT
 BW1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1222_SP_SET: CONCRETE SLAB
 BW1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1222
 BW1222  HISTORY     - Date     Condition        Report By
 BW1222  HISTORY     - UNK      MONUMENTED       DOD
 BW1222  HISTORY     - 1966     GOOD             NGS
 BW1222
 BW1222                          STATION DESCRIPTION
 BW1222
 BW1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1222'15.6 MI NE FROM SHAW.
 BW1222'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1222'SCHOOLHOUSE AT SHAW, THENCE 7.95 MILES NORTHEAST ALONG A GRAVELED
 BW1222'ROAD, ABOUT 0.7 MILE NORTHWEST OF A GROUP OF OIL STORAGE TANKS, ABOUT
 BW1222'0.25 MILE NORTHWEST OF A TWO-STORIED HOUSE, ABOUT 500 FEET
 BW1222'NORTH-NORTHWEST OF A LONE 38-INCH OAK TREE IN AN OPEN PASTURE, 130
 BW1222'YARDS WEST OF THE WEST EDGE OF A TIMBER AREA, 456 FEET SOUTHWEST OF
 BW1222'THE CENTER LINE OF THE GRAVELED ROAD, 233 FEET SOUTHWEST OF A POWER
 BW1222'POLE, 165 FEET SOUTHWEST OF A FENCE, ON THE NORTH BANK OF A NARROW
 BW1222'DRAINAGE DITCH, ABOUT 35 FEET BELOW THE LEVEL OF THE ROAD, A COPPER
 BW1222'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND,
 BW1222'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP
 BW1222'AND PROJECTING 16 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1221 ***********************************************************************
 BW1221  DESIGNATION -  83 DIETZE CAP
 BW1221  PID         -  BW1221
 BW1221  STATE/COUNTY-  LA/CONCORDIA
 BW1221  USGS QUAD   -  FAIRVIEW (1983)
 BW1221
 BW1221                         *CURRENT SURVEY CONTROL
 BW1221  ___________________________________________________________________
 BW1221* NAD 83(1986)-  31 19 32.     (N)    091 31 57.     (W)     SCALED    
 BW1221* NAVD 88     -        17.41   (+/-2cm)      57.1    (feet)  VERTCON   
 BW1221  ___________________________________________________________________
 BW1221  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BW1221
 BW1221  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1221
 BW1221.The horizontal coordinates were scaled from a topographic map and have
 BW1221.an estimated accuracy of +/- 6 seconds.
 BW1221
 BW1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1221.The vertical order pertains to the NGVD 29 superseded value.
 BW1221
 BW1221.The geoid height was determined by GEOID03.
 BW1221
 BW1221;                    North         East    Units  Estimated Accuracy
 BW1221;SPC LA N     -    91,950.    1,092,080.      MT  (+/- 180 meters Scaled)
 BW1221
 BW1221                          SUPERSEDED SURVEY CONTROL
 BW1221
 BW1221  NGVD 29 (??/??/92)   17.40   (m)           57.1    (f) COMPUTED    1 2
 BW1221
 BW1221.Superseded values are not recommended for survey control.
 BW1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1221.See file dsdata.txt to determine how the superseded data were derived.
 BW1221
 BW1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ396666(NAD 83)
 BW1221_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1221
 BW1221  HISTORY     - Date     Condition        Report By
 BW1221  HISTORY     - UNK      MONUMENTED       DOD
 BW1221  HISTORY     - 1966     GOOD             NGS
 BW1221
 BW1221                          STATION DESCRIPTION
 BW1221
 BW1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1221'15.6 MI NE FROM SHAW.
 BW1221'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1221'SCHOOLHOUSE AT SHAW, THENCE 7.95 MILES NORTHEAST ALONG A GRAVELED
 BW1221'ROAD, ABOUT 0.7 MILE NORTHWEST OF A GROUP OF OIL STORAGE TANKS, ABOUT
 BW1221'0.25 MILE NORTHWEST OF A TWO-STORIED HOUSE, ABOUT 500 FEET
 BW1221'NORTH-NORTHWEST OF A LONE 38-INCH OAK TREE IN AN OPEN PASTURE, 130
 BW1221'YARDS WEST OF THE WEST EDGE OF A TIMBER AREA, 456 FEET SOUTHWEST OF
 BW1221'THE CENTER LINE OF THE GRAVELED ROAD, 233 FEET SOUTHWEST OF A POWER
 BW1221'POLE, 165 FEET SOUTHWEST OF A FENCE, ON THE NORTH BANK OF A NARROW
 BW1221'DRAINAGE DITCH, ABOUT 35 FEET BELOW THE LEVEL OF THE ROAD, A 4-INCH
 BW1221'IRON PIPE BEARING A BRASS CAP AND PROJECTING 16 INCHES ABOVE THE
 BW1221'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3968 ***********************************************************************
 BJ3968  DESIGNATION -  830
 BJ3968  PID         -  BJ3968
 BJ3968  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3968  USGS QUAD   -  FRED (1980)
 BJ3968
 BJ3968                         *CURRENT SURVEY CONTROL
 BJ3968  ___________________________________________________________________
 BJ3968* NAD 83(1986)-  30 39 54.     (N)    091 05 59.     (W)     SCALED    
 BJ3968* NAVD 88     -        29.986  (meters)      98.38   (feet)  ADJUSTED  
 BJ3968  ___________________________________________________________________
 BJ3968  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3968  DYNAMIC HT  -          29.948 (meters)      98.25  (feet)  COMP
 BJ3968  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3968
 BJ3968  VERT ORDER  -  SECOND    CLASS II
 BJ3968
 BJ3968.The horizontal coordinates were scaled from a topographic map and have
 BJ3968.an estimated accuracy of +/- 6 seconds.
 BJ3968
 BJ3968.The orthometric height was determined by differential leveling
 BJ3968.and adjusted by the National Geodetic Survey in February 1994..
 BJ3968
 BJ3968.The geoid height was determined by GEOID03.
 BJ3968
 BJ3968.The dynamic height is computed by dividing the NAVD 88
 BJ3968.geopotential number by the normal gravity value computed on the
 BJ3968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3968.degrees latitude (g = 980.6199 gals.).
 BJ3968
 BJ3968.The modeled gravity was interpolated from observed gravity values.
 BJ3968
 BJ3968;                    North         East    Units  Estimated Accuracy
 BJ3968;SPC LA S     -   240,010.    1,022,390.      MT  (+/- 180 meters Scaled)
 BJ3968
 BJ3968                          SUPERSEDED SURVEY CONTROL
 BJ3968
 BJ3968.No superseded survey control is available for this station.
 BJ3968
 BJ3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP820940(NAD 83)
 BJ3968_MARKER: DB = BENCH MARK DISK
 BJ3968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3968_SP_SET: CONCRETE POST
 BJ3968_STAMPING: 830
 BJ3968_MARK LOGO: LA-033
 BJ3968_PROJECTION: FLUSH
 BJ3968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3968+STABILITY: SURFACE MOTION
 BJ3968
 BJ3968  HISTORY     - Date     Condition        Report By
 BJ3968  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3968  HISTORY     - 1987     GOOD             LA-033
 BJ3968
 BJ3968                          STATION DESCRIPTION
 BJ3968
 BJ3968'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3968'5 KM (3.1 MI) NE FROM ZACHARY.
 BJ3968'ABOUT 1.9 KM (1.2 MI) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3968'WITH HIGHWAY 64 EAST OF ZACHARY TO THE BENCH MARK ON THE RIGHT, ABOUT
 BJ3968'30.1 METERS (100 FT) NORTH OF THE PROJECTED CENTERLINE OF W J WICKER
 BJ3968'ROAD AT (PLANK ROAD) HIGHWAY 67, 19.5 METERS (64 FT) SOUTHEAST OF THE
 BJ3968'CENTERLINE OF HIGHWAY 67, 5.5 METERS (18 FT) NORTH OF A NATURAL GAS
 BJ3968'METER AND 2.4 METERS (8 FT) NORTHWEST OF A POWER POLE.
 BJ3968'THE MARK IS 2.13 METERS  W FROM A WITNESS POST.
 BJ3968'THE MARK IS 0.61 M ABOVE .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0011 ***********************************************************************
 BK0011  DESIGNATION -  830 LAGS
 BK0011  PID         -  BK0011
 BK0011  STATE/COUNTY-  LA/AVOYELLES
 BK0011  USGS QUAD   -  BUNKIE (1992)
 BK0011
 BK0011                         *CURRENT SURVEY CONTROL
 BK0011  ___________________________________________________________________
 BK0011* NAD 83(1986)-  30 56 54.     (N)    092 08 43.     (W)     SCALED    
 BK0011* NAVD 88     -        18.93   (+/-2cm)      62.1    (feet)  VERTCON   
 BK0011  ___________________________________________________________________
 BK0011  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK0011
 BK0011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0011
 BK0011.The horizontal coordinates were scaled from a topographic map and have
 BK0011.an estimated accuracy of +/- 6 seconds.
 BK0011
 BK0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0011.The vertical order pertains to the NGVD 29 superseded value.
 BK0011
 BK0011.The geoid height was determined by GEOID03.
 BK0011
 BK0011;                    North         East    Units  Estimated Accuracy
 BK0011;SPC LA N     -    49,770.    1,033,900.      MT  (+/- 180 meters Scaled)
 BK0011
 BK0011                          SUPERSEDED SURVEY CONTROL
 BK0011
 BK0011  NGVD 29 (??/??/??)   18.909  (m)           62.04   (f) ADJUSTED    2 0
 BK0011
 BK0011.Superseded values are not recommended for survey control.
 BK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0011.See file dsdata.txt to determine how the superseded data were derived.
 BK0011
 BK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ816241(NAD 83)
 BK0011_MARKER: DD = SURVEY DISK
 BK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0011_STAMPING: STA 830
 BK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0011+STABILITY: SURFACE MOTION
 BK0011
 BK0011  HISTORY     - Date     Condition        Report By
 BK0011  HISTORY     - UNK      MONUMENTED       LAGS
 BK0011  HISTORY     - 1943     GOOD             CGS
 BK0011
 BK0011                          STATION DESCRIPTION
 BK0011
 BK0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK0011'2.2 MI S FROM EVERGREEN.
 BK0011'2.2 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM EVERGREEN,
 BK0011'AVOYELLES PARISH, 350 YARDS EAST OF BRIDGE 44.5, AT THE INTERSECTION
 BK0011'OF A HIGHWAY AND A CROSS ROAD, 88 FEET EAST OF THE CENTERLINE OF THE
 BK0011'ROAD, 61 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET NORTH
 BK0011'OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 BK0011'STA 830 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3422 ***********************************************************************
 BJ3422  DESIGNATION -  831
 BJ3422  PID         -  BJ3422
 BJ3422  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3422  USGS QUAD   -  FRED (1980)
 BJ3422
 BJ3422                         *CURRENT SURVEY CONTROL
 BJ3422  ___________________________________________________________________
 BJ3422* NAD 83(1986)-  30 40 39.     (N)    091 05 45.     (W)     SCALED    
 BJ3422* NAVD 88     -        29.696  (meters)      97.43   (feet)  ADJUSTED  
 BJ3422  ___________________________________________________________________
 BJ3422  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3422  DYNAMIC HT  -          29.657 (meters)      97.30  (feet)  COMP
 BJ3422  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3422
 BJ3422  VERT ORDER  -  SECOND    CLASS I
 BJ3422
 BJ3422.The horizontal coordinates were scaled from a topographic map and have
 BJ3422.an estimated accuracy of +/- 6 seconds.
 BJ3422
 BJ3422.The orthometric height was determined by differential leveling
 BJ3422.and adjusted by the National Geodetic Survey in February 1994..
 BJ3422
 BJ3422.The geoid height was determined by GEOID03.
 BJ3422
 BJ3422.The dynamic height is computed by dividing the NAVD 88
 BJ3422.geopotential number by the normal gravity value computed on the
 BJ3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3422.degrees latitude (g = 980.6199 gals.).
 BJ3422
 BJ3422.The modeled gravity was interpolated from observed gravity values.
 BJ3422
 BJ3422;                    North         East    Units  Estimated Accuracy
 BJ3422;SPC LA S     -   241,390.    1,022,760.      MT  (+/- 180 meters Scaled)
 BJ3422
 BJ3422                          SUPERSEDED SURVEY CONTROL
 BJ3422
 BJ3422.No superseded survey control is available for this station.
 BJ3422
 BJ3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP824954(NAD 83)
 BJ3422_MARKER: DD = SURVEY DISK
 BJ3422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3422_SP_SET: CONCRETE POST
 BJ3422_STAMPING: 831
 BJ3422_MARK LOGO: LA-033
 BJ3422_PROJECTION: FLUSH
 BJ3422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3422+STABILITY: SURFACE MOTION
 BJ3422
 BJ3422  HISTORY     - Date     Condition        Report By
 BJ3422  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3422  HISTORY     - 1984     GOOD             LADTD
 BJ3422  HISTORY     - 1987     GOOD             LA-033
 BJ3422
 BJ3422                          STATION DESCRIPTION
 BJ3422
 BJ3422'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3422'6.8 KM (4.2 MI) NE FROM ZACHARY.
 BJ3422'ABOUT 3.7 KM (2.3 MILES) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3422'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE RIGHT,
 BJ3422'NORTH OF A FIELD ROAD NEAR A FENCE, 18.3 METERS (60 FEET)
 BJ3422'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 67, 6.1 METERS (20 FEET) EAST
 BJ3422'OF THE NORTH END OF A DOUBLE CEMENT CULVERT UNDER FIELD ROAD ENTRANCE,
 BJ3422'5.5 METERS (18 FEET) NORTH OF A METAL GATE, 0.6 METER (2 FEET) WEST OF
 BJ3422'A 5-STRAND BARB WIRE FENCE.
 BJ3422'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3422'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
 BJ3422
 BJ3422                          STATION RECOVERY (1987)
 BJ3422
 BJ3422'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0010 ***********************************************************************
 BK0010  DESIGNATION -  831 LAGS
 BK0010  PID         -  BK0010
 BK0010  STATE/COUNTY-  LA/AVOYELLES
 BK0010  USGS QUAD   -  BUNKIE (1992)
 BK0010
 BK0010                         *CURRENT SURVEY CONTROL
 BK0010  ___________________________________________________________________
 BK0010* NAD 83(1986)-  30 56 50.     (N)    092 08 08.     (W)     SCALED    
 BK0010* NAVD 88     -        19.24   (+/-2cm)      63.1    (feet)  VERTCON   
 BK0010  ___________________________________________________________________
 BK0010  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK0010
 BK0010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0010
 BK0010.The horizontal coordinates were scaled from a topographic map and have
 BK0010.an estimated accuracy of +/- 6 seconds.
 BK0010
 BK0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0010.The vertical order pertains to the NGVD 29 superseded value.
 BK0010
 BK0010.The geoid height was determined by GEOID03.
 BK0010
 BK0010;                    North         East    Units  Estimated Accuracy
 BK0010;SPC LA N     -    49,650.    1,034,830.      MT  (+/- 180 meters Scaled)
 BK0010
 BK0010                          SUPERSEDED SURVEY CONTROL
 BK0010
 BK0010  NGVD 29 (??/??/??)   19.219  (m)           63.05   (f) ADJUSTED    2 0
 BK0010
 BK0010.Superseded values are not recommended for survey control.
 BK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0010.See file dsdata.txt to determine how the superseded data were derived.
 BK0010
 BK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ825240(NAD 83)
 BK0010_MARKER: DD = SURVEY DISK
 BK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0010_STAMPING: STA 831
 BK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0010+STABILITY: SURFACE MOTION
 BK0010
 BK0010  HISTORY     - Date     Condition        Report By
 BK0010  HISTORY     - UNK      MONUMENTED       LAGS
 BK0010  HISTORY     - 1935     GOOD             CGS
 BK0010  HISTORY     - 1966     MARK NOT FOUND   USGS
 BK0010
 BK0010                          STATION DESCRIPTION
 BK0010
 BK0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0010'1.6 MI S FROM EVERGREEN.
 BK0010'1.6 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM EVERGREEN,
 BK0010'AVOYELLES PARISH, 92 YARDS NORTH OF A ROAD CROSSING, 35 YARDS NORTH OF
 BK0010'BRIDGE 43.8, AND 12 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STATE
 BK0010'SURVEY STANDARD DISK, STAMPED STA 831 AND SET IN THE TOP OF A CONCRETE
 BK0010'POST.
 BK0010
 BK0010                          STATION RECOVERY (1966)
 BK0010
 BK0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BK0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3969 ***********************************************************************
 BJ3969  DESIGNATION -  832
 BJ3969  PID         -  BJ3969
 BJ3969  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3969  USGS QUAD   -  FRED (1980)
 BJ3969
 BJ3969                         *CURRENT SURVEY CONTROL
 BJ3969  ___________________________________________________________________
 BJ3969* NAD 83(1986)-  30 41 24.     (N)    091 05 22.     (W)     SCALED    
 BJ3969* NAVD 88     -        35.289  (meters)     115.78   (feet)  ADJUSTED  
 BJ3969  ___________________________________________________________________
 BJ3969  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3969  DYNAMIC HT  -          35.243 (meters)     115.63  (feet)  COMP
 BJ3969  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3969
 BJ3969  VERT ORDER  -  SECOND    CLASS II
 BJ3969
 BJ3969.The horizontal coordinates were scaled from a topographic map and have
 BJ3969.an estimated accuracy of +/- 6 seconds.
 BJ3969
 BJ3969.The orthometric height was determined by differential leveling
 BJ3969.and adjusted by the National Geodetic Survey in February 1994..
 BJ3969
 BJ3969.The geoid height was determined by GEOID03.
 BJ3969
 BJ3969.The dynamic height is computed by dividing the NAVD 88
 BJ3969.geopotential number by the normal gravity value computed on the
 BJ3969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3969.degrees latitude (g = 980.6199 gals.).
 BJ3969
 BJ3969.The modeled gravity was interpolated from observed gravity values.
 BJ3969
 BJ3969;                    North         East    Units  Estimated Accuracy
 BJ3969;SPC LA S     -   242,780.    1,023,370.      MT  (+/- 180 meters Scaled)
 BJ3969
 BJ3969                          SUPERSEDED SURVEY CONTROL
 BJ3969
 BJ3969.No superseded survey control is available for this station.
 BJ3969
 BJ3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP829968(NAD 83)
 BJ3969_MARKER: DB = BENCH MARK DISK
 BJ3969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3969_SP_SET: CONCRETE POST
 BJ3969_STAMPING: 832
 BJ3969_MARK LOGO: LA-033
 BJ3969_PROJECTION: FLUSH
 BJ3969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3969+STABILITY: SURFACE MOTION
 BJ3969
 BJ3969  HISTORY     - Date     Condition        Report By
 BJ3969  HISTORY     - UNK      MONUMENTED       LA-033
 BJ3969  HISTORY     - 1987     GOOD             LA-033
 BJ3969
 BJ3969                          STATION DESCRIPTION
 BJ3969
 BJ3969'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3969'5.8 KM (3.7 MI) SE FROM SLAUGHTER.
 BJ3969'5 KM (3 MI) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION WITH STATE
 BJ3969'HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE RIGHT IN THE SOUTH-
 BJ3969'EAST QUADRANT OF THE INTERSECTION OF HIGHWAY 67 (PLANK ROAD) AND PORT
 BJ3969'HUDSON PRIDE ROAD, 42.7 METERS (140 FT) SOUTHEAST OF THE CENTERLINE
 BJ3969'OF PLANK ROAD, HIGHWAY 67, 20.4 METERS (67 FT) SOUTH OF THE
 BJ3969'CENTERLINE OF PORT HUDSON PRIDE ROAD, 7.6 METERS (25 FT) SOUTH OF AN
 BJ3969'EBR RIGHT- OF-WAY MARKER AND 1.2 METERS (4 FT) NORTH OF A POWER LINE
 BJ3969'POLE.
 BJ3969'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 BJ3969'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0009 ***********************************************************************
 BK0009  DESIGNATION -  832 LAGS
 BK0009  PID         -  BK0009
 BK0009  STATE/COUNTY-  LA/AVOYELLES
 BK0009  USGS QUAD   -  COTTONPORT (1993)
 BK0009
 BK0009                         *CURRENT SURVEY CONTROL
 BK0009  ___________________________________________________________________
 BK0009* NAD 83(1986)-  30 56 50.     (N)    092 07 24.     (W)     SCALED    
 BK0009* NAVD 88     -        17.83   (+/-2cm)      58.5    (feet)  VERTCON   
 BK0009  ___________________________________________________________________
 BK0009  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK0009
 BK0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0009
 BK0009.The horizontal coordinates were scaled from a topographic map and have
 BK0009.an estimated accuracy of +/- 6 seconds.
 BK0009
 BK0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0009.The vertical order pertains to the NGVD 29 superseded value.
 BK0009
 BK0009.The geoid height was determined by GEOID03.
 BK0009
 BK0009;                    North         East    Units  Estimated Accuracy
 BK0009;SPC LA N     -    49,650.    1,036,000.      MT  (+/- 180 meters Scaled)
 BK0009
 BK0009                          SUPERSEDED SURVEY CONTROL
 BK0009
 BK0009  NGVD 29 (??/??/??)   17.809  (m)           58.43   (f) ADJUSTED    2 0
 BK0009
 BK0009.Superseded values are not recommended for survey control.
 BK0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0009.See file dsdata.txt to determine how the superseded data were derived.
 BK0009
 BK0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ837240(NAD 83)
 BK0009_MARKER: DD = SURVEY DISK
 BK0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0009_STAMPING: STA 832
 BK0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0009+STABILITY: SURFACE MOTION
 BK0009
 BK0009  HISTORY     - Date     Condition        Report By
 BK0009  HISTORY     - UNK      MONUMENTED       LAGS
 BK0009  HISTORY     - 1935     GOOD             CGS
 BK0009  HISTORY     - 1966     MARK NOT FOUND   USGS
 BK0009
 BK0009                          STATION DESCRIPTION
 BK0009
 BK0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0009'0.9 MI S FROM EVERGREEN.
 BK0009'0.9 MILE SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM EVERGREEN,
 BK0009'AVOYELLES PARISH, AT MILEPOST 43, AND 14 FEET EAST OF THE CENTERLINE
 BK0009'OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED STA 832 AND SET
 BK0009'IN THE TOP OF A CONCRETE POST.
 BK0009
 BK0009                          STATION RECOVERY (1966)
 BK0009
 BK0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BK0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0008 ***********************************************************************
 BK0008  DESIGNATION -  833 LAGS
 BK0008  PID         -  BK0008
 BK0008  STATE/COUNTY-  LA/AVOYELLES
 BK0008  USGS QUAD   -  COTTONPORT (1993)
 BK0008
 BK0008                         *CURRENT SURVEY CONTROL
 BK0008  ___________________________________________________________________
 BK0008* NAD 83(1986)-  30 57 01.     (N)    092 06 48.     (W)     SCALED    
 BK0008* NAVD 88     -        18.56   (+/-2cm)      60.9    (feet)  VERTCON   
 BK0008  ___________________________________________________________________
 BK0008  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK0008
 BK0008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0008
 BK0008.The horizontal coordinates were scaled from a topographic map and have
 BK0008.an estimated accuracy of +/- 6 seconds.
 BK0008
 BK0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0008.The vertical order pertains to the NGVD 29 superseded value.
 BK0008
 BK0008.The geoid height was determined by GEOID03.
 BK0008
 BK0008;                    North         East    Units  Estimated Accuracy
 BK0008;SPC LA N     -    49,990.    1,036,950.      MT  (+/- 180 meters Scaled)
 BK0008
 BK0008                          SUPERSEDED SURVEY CONTROL
 BK0008
 BK0008  NGVD 29 (??/??/??)   18.538  (m)           60.82   (f) ADJUSTED    2 0
 BK0008
 BK0008.Superseded values are not recommended for survey control.
 BK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0008.See file dsdata.txt to determine how the superseded data were derived.
 BK0008
 BK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ846244(NAD 83)
 BK0008_MARKER: DD = SURVEY DISK
 BK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0008_STAMPING: STA 833
 BK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0008+STABILITY: SURFACE MOTION
 BK0008
 BK0008  HISTORY     - Date     Condition        Report By
 BK0008  HISTORY     - UNK      MONUMENTED       LAGS
 BK0008  HISTORY     - 1935     GOOD             CGS
 BK0008  HISTORY     - 1966     MARK NOT FOUND   USGS
 BK0008
 BK0008                          STATION DESCRIPTION
 BK0008
 BK0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0008'0.2 MI S FROM EVERGREEN.
 BK0008'0.2 MILE SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM EVERGREEN,
 BK0008'AVOYELLES PARISH, 72 YARDS SOUTH OF A HIGHWAY CROSSING, AND 22 FEET
 BK0008'EAST OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD DISK,
 BK0008'STAMPED STA 833 AND SET IN THE TOP OF A CONCRETE POST.
 BK0008
 BK0008                          STATION RECOVERY (1966)
 BK0008
 BK0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BK0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0005 ***********************************************************************
 BK0005  DESIGNATION -  836 LAGS
 BK0005  PID         -  BK0005
 BK0005  STATE/COUNTY-  LA/AVOYELLES
 BK0005  USGS QUAD   -  COTTONPORT (1993)
 BK0005
 BK0005                         *CURRENT SURVEY CONTROL
 BK0005  ___________________________________________________________________
 BK0005* NAD 83(1986)-  30 58 46.     (N)    092 04 43.     (W)     SCALED    
 BK0005* NAVD 88     -        16.76   (+/-2cm)      55.0    (feet)  VERTCON   
 BK0005  ___________________________________________________________________
 BK0005  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK0005
 BK0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0005
 BK0005.The horizontal coordinates were scaled from a topographic map and have
 BK0005.an estimated accuracy of +/- 6 seconds.
 BK0005
 BK0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0005.The vertical order pertains to the NGVD 29 superseded value.
 BK0005
 BK0005.The geoid height was determined by GEOID03.
 BK0005
 BK0005;                    North         East    Units  Estimated Accuracy
 BK0005;SPC LA N     -    53,240.    1,040,260.      MT  (+/- 180 meters Scaled)
 BK0005
 BK0005                          SUPERSEDED SURVEY CONTROL
 BK0005
 BK0005  NGVD 29 (??/??/??)   16.736  (m)           54.91   (f) ADJUSTED    2 0
 BK0005
 BK0005.Superseded values are not recommended for survey control.
 BK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0005.See file dsdata.txt to determine how the superseded data were derived.
 BK0005
 BK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ879276(NAD 83)
 BK0005_MARKER: DD = SURVEY DISK
 BK0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0005_STAMPING: STA 836
 BK0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0005+STABILITY: SURFACE MOTION
 BK0005
 BK0005  HISTORY     - Date     Condition        Report By
 BK0005  HISTORY     - UNK      MONUMENTED       LAGS
 BK0005  HISTORY     - 1935     GOOD             CGS
 BK0005  HISTORY     - 1966     MARK NOT FOUND   USGS
 BK0005
 BK0005                          STATION DESCRIPTION
 BK0005
 BK0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0005'1.4 MI S FROM COTTONPORT.
 BK0005'1.4 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM COTTONPORT,
 BK0005'AVOYELLES PARISH, 720 YARDS SOUTH OF MILEPOST 39, 16 FEET NORTH OF A
 BK0005'CATTLE GUARD, 9 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 25 FEET
 BK0005'EAST OF A RIGHT-OF-WAY FENCE CORNER.  A STATE SURVEY STANDARD DISK,
 BK0005'STAMPED STA 836 AND SET IN THE TOP OF A CONCRETE POST.
 BK0005
 BK0005                          STATION RECOVERY (1966)
 BK0005
 BK0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BK0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0003 ***********************************************************************
 BK0003  DESIGNATION -  838 LAGS
 BK0003  PID         -  BK0003
 BK0003  STATE/COUNTY-  LA/AVOYELLES
 BK0003  USGS QUAD   -  COTTONPORT (1993)
 BK0003
 BK0003                         *CURRENT SURVEY CONTROL
 BK0003  ___________________________________________________________________
 BK0003* NAD 83(1986)-  30 59 05.     (N)    092 03 26.     (W)     SCALED    
 BK0003* NAVD 88     -        17.37   (+/-2cm)      57.0    (feet)  VERTCON   
 BK0003  ___________________________________________________________________
 BK0003  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK0003
 BK0003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0003
 BK0003.The horizontal coordinates were scaled from a topographic map and have
 BK0003.an estimated accuracy of +/- 6 seconds.
 BK0003
 BK0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0003.The vertical order pertains to the NGVD 29 superseded value.
 BK0003
 BK0003.The geoid height was determined by GEOID03.
 BK0003
 BK0003;                    North         East    Units  Estimated Accuracy
 BK0003;SPC LA N     -    53,830.    1,042,300.      MT  (+/- 180 meters Scaled)
 BK0003
 BK0003                          SUPERSEDED SURVEY CONTROL
 BK0003
 BK0003  NGVD 29 (??/??/??)   17.346  (m)           56.91   (f) ADJUSTED    2 0
 BK0003
 BK0003.Superseded values are not recommended for survey control.
 BK0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0003.See file dsdata.txt to determine how the superseded data were derived.
 BK0003
 BK0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ900282(NAD 83)
 BK0003_MARKER: DD = SURVEY DISK
 BK0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0003_STAMPING: STA 838
 BK0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0003+STABILITY: SURFACE MOTION
 BK0003
 BK0003  HISTORY     - Date     Condition        Report By
 BK0003  HISTORY     - UNK      MONUMENTED       LAGS
 BK0003  HISTORY     - 1935     GOOD             CGS
 BK0003  HISTORY     - 1951     MARK NOT FOUND   LOCENG
 BK0003
 BK0003                          STATION DESCRIPTION
 BK0003
 BK0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0003'IN COTTONPORT.
 BK0003'AT COTTONPORT, AVOYELLES PARISH, 325 YARDS SOUTH OF THE TEXAS AND
 BK0003'PACIFIC RAILWAY STATION, AT THE SOUTH END OF THE SIDETRACK, AT A ROAD
 BK0003'CROSSING, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 26 FEET EAST OF
 BK0003'THE CENTERLINE OF THE TRACK, AND 9 FEET WEST OF A STREET PARALLELING
 BK0003'THE EAST SIDE OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED STA
 BK0003'838 AND SET IN THE TOP OF A CONCRETE POST.
 BK0003
 BK0003                          STATION RECOVERY (1951)
 BK0003
 BK0003'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 BK0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0002 ***********************************************************************
 BK0002  DESIGNATION -  839 LAGS
 BK0002  PID         -  BK0002
 BK0002  STATE/COUNTY-  LA/AVOYELLES
 BK0002  USGS QUAD   -  COTTONPORT (1993)
 BK0002
 BK0002                         *CURRENT SURVEY CONTROL
 BK0002  ___________________________________________________________________
 BK0002* NAD 83(1986)-  30 59 05.     (N)    092 03 04.     (W)     SCALED    
 BK0002* NAVD 88     -        16.86   (+/-2cm)      55.3    (feet)  VERTCON   
 BK0002  ___________________________________________________________________
 BK0002  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK0002
 BK0002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0002
 BK0002.The horizontal coordinates were scaled from a topographic map and have
 BK0002.an estimated accuracy of +/- 6 seconds.
 BK0002
 BK0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0002.The vertical order pertains to the NGVD 29 superseded value.
 BK0002
 BK0002.The geoid height was determined by GEOID03.
 BK0002
 BK0002;                    North         East    Units  Estimated Accuracy
 BK0002;SPC LA N     -    53,830.    1,042,880.      MT  (+/- 180 meters Scaled)
 BK0002
 BK0002                          SUPERSEDED SURVEY CONTROL
 BK0002
 BK0002  NGVD 29 (??/??/??)   16.840  (m)           55.25   (f) ADJUSTED    2 0
 BK0002
 BK0002.Superseded values are not recommended for survey control.
 BK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0002.See file dsdata.txt to determine how the superseded data were derived.
 BK0002
 BK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ906282(NAD 83)
 BK0002_MARKER: DD = SURVEY DISK
 BK0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0002_STAMPING: STA 839
 BK0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0002+STABILITY: SURFACE MOTION
 BK0002
 BK0002  HISTORY     - Date     Condition        Report By
 BK0002  HISTORY     - UNK      MONUMENTED       LAGS
 BK0002  HISTORY     - 1943     GOOD             CGS
 BK0002
 BK0002                          STATION DESCRIPTION
 BK0002
 BK0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK0002'IN COTTONPORT.
 BK0002'AT COTTONPORT, AVOYELLES PARISH, ON THE TEXAS AND PACIFIC RAILWAY, 112
 BK0002'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 17 FEET SOUTHEAST OF
 BK0002'THE SOUTHEAST CORNER OF THE JAIL, AND 4 FEET WEST OF THE NORTHWEST
 BK0002'CORNER OF THE ENGINE ROOM OF THE CITY WATER WORKS.  A STATE SURVEY
 BK0002'STANDARD DISK, STAMPED STA 839 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1227 ***********************************************************************
 BW1227  DESIGNATION -  84 DIETZE BOLT
 BW1227  PID         -  BW1227
 BW1227  STATE/COUNTY-  LA/CONCORDIA
 BW1227  USGS QUAD   -  FAIRVIEW (1983)
 BW1227
 BW1227                         *CURRENT SURVEY CONTROL
 BW1227  ___________________________________________________________________
 BW1227* NAD 83(1986)-  31 18 41.     (N)    091 31 49.     (W)     SCALED    
 BW1227* NAVD 88     -        16.23   (+/-2cm)      53.2    (feet)  VERTCON   
 BW1227  ___________________________________________________________________
 BW1227  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BW1227
 BW1227  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1227
 BW1227.The horizontal coordinates were scaled from a topographic map and have
 BW1227.an estimated accuracy of +/- 6 seconds.
 BW1227
 BW1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1227.The vertical order pertains to the NGVD 29 superseded value.
 BW1227
 BW1227.The geoid height was determined by GEOID03.
 BW1227
 BW1227;                    North         East    Units  Estimated Accuracy
 BW1227;SPC LA N     -    90,380.    1,092,310.      MT  (+/- 180 meters Scaled)
 BW1227
 BW1227                          SUPERSEDED SURVEY CONTROL
 BW1227
 BW1227  NGVD 29 (??/??/92)   16.218  (m)           53.21   (f) ADJ UNCH    1 2
 BW1227
 BW1227.Superseded values are not recommended for survey control.
 BW1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1227.See file dsdata.txt to determine how the superseded data were derived.
 BW1227
 BW1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ398650(NAD 83)
 BW1227_MARKER: B = BOLT
 BW1227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1227_SP_SET: CONCRETE BLOCK
 BW1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1227
 BW1227  HISTORY     - Date     Condition        Report By
 BW1227  HISTORY     - UNK      MONUMENTED       DOD
 BW1227  HISTORY     - 1934     GOOD             DOD
 BW1227  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1227
 BW1227                          STATION DESCRIPTION
 BW1227
 BW1227'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1227'10 MI SE FROM DEERPARK.
 BW1227'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 BW1227'MISSISSIPPI RIVER, IN CONCORDIA PARISH, LA.  ON POINT PLEASANT
 BW1227'PLANTATION.  IN OPEN FIELD 142 METERS LANDSIDE OF LEVEE AT PROMINENT
 BW1227'ANGLE WHICH IS FIRST ANGLE DOWNSTREAM FROM ROAD SEPARATING ROSELAND
 BW1227'AND POINT PLEASANT PLANTATION.  3/4 MILE DOWNSTREAM FROM ROSELAND
 BW1227'PLANTATION HOUSE.  ABOUT 250 METERS UPSTREAM FROM GRAVEYARD.  61
 BW1227'METERS DOWNSTREAM FROM TURNROW IN FIELD.
 BW1227
 BW1227                          STATION RECOVERY (1966)
 BW1227
 BW1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1226 ***********************************************************************
 BW1226  DESIGNATION -  84 DIETZE CAP
 BW1226  PID         -  BW1226
 BW1226  STATE/COUNTY-  LA/CONCORDIA
 BW1226  USGS QUAD   -  FAIRVIEW (1983)
 BW1226
 BW1226                         *CURRENT SURVEY CONTROL
 BW1226  ___________________________________________________________________
 BW1226* NAD 83(1986)-  31 18 41.     (N)    091 31 49.     (W)     SCALED    
 BW1226* NAVD 88     -        17.49   (+/-2cm)      57.4    (feet)  VERTCON   
 BW1226  ___________________________________________________________________
 BW1226  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BW1226
 BW1226  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1226
 BW1226.The horizontal coordinates were scaled from a topographic map and have
 BW1226.an estimated accuracy of +/- 6 seconds.
 BW1226
 BW1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1226.The vertical order pertains to the NGVD 29 superseded value.
 BW1226
 BW1226.The geoid height was determined by GEOID03.
 BW1226
 BW1226;                    North         East    Units  Estimated Accuracy
 BW1226;SPC LA N     -    90,380.    1,092,310.      MT  (+/- 180 meters Scaled)
 BW1226
 BW1226                          SUPERSEDED SURVEY CONTROL
 BW1226
 BW1226  NGVD 29 (??/??/92)   17.474  (m)           57.33   (f) ADJ UNCH    1 2
 BW1226
 BW1226.Superseded values are not recommended for survey control.
 BW1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1226.See file dsdata.txt to determine how the superseded data were derived.
 BW1226
 BW1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ398650(NAD 83)
 BW1226_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1226
 BW1226  HISTORY     - Date     Condition        Report By
 BW1226  HISTORY     - UNK      MONUMENTED       DOD
 BW1226  HISTORY     - 1934     GOOD             DOD
 BW1226  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1226
 BW1226                          STATION DESCRIPTION
 BW1226
 BW1226'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1226'10 MI SE FROM DEERPARK.
 BW1226'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 BW1226'MISSISSIPPI RIVER, IN CONCORDIA PARISH, LA.  ON POINT PLEASANT
 BW1226'PLANTATION.  IN OPEN FIELD 142 METERS LANDSIDE OF LEVEE AT PROMINENT
 BW1226'ANGLE WHICH IS FIRST ANGLE DOWNSTREAM FROM ROAD SEPARATING ROSELAND
 BW1226'AND POINT PLEASANT PLANTATION.  3/4 MILE DOWNSTREAM FROM ROSELAND
 BW1226'PLANTATION HOUSE.  ABOUT 250 METERS UPSTREAM FROM GRAVEYARD.  61
 BW1226'METERS DOWNSTREAM FROM TURNROW IN FIELD.  TOP OF CAP IS 14 IN. ABOVE
 BW1226'GROUND.
 BW1226
 BW1226                          STATION RECOVERY (1966)
 BW1226
 BW1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0001 ***********************************************************************
 BK0001  DESIGNATION -  840 LAGS
 BK0001  PID         -  BK0001
 BK0001  STATE/COUNTY-  LA/AVOYELLES
 BK0001  USGS QUAD   -  COTTONPORT (1993)
 BK0001
 BK0001                         *CURRENT SURVEY CONTROL
 BK0001  ___________________________________________________________________
 BK0001* NAD 83(1986)-  30 59 26.     (N)    092 02 33.     (W)     SCALED    
 BK0001* NAVD 88     -        16.47   (+/-2cm)      54.0    (feet)  VERTCON   
 BK0001  ___________________________________________________________________
 BK0001  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK0001
 BK0001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0001
 BK0001.The horizontal coordinates were scaled from a topographic map and have
 BK0001.an estimated accuracy of +/- 6 seconds.
 BK0001
 BK0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0001.The vertical order pertains to the NGVD 29 superseded value.
 BK0001
 BK0001.The geoid height was determined by GEOID03.
 BK0001
 BK0001;                    North         East    Units  Estimated Accuracy
 BK0001;SPC LA N     -    54,490.    1,043,700.      MT  (+/- 180 meters Scaled)
 BK0001
 BK0001                          SUPERSEDED SURVEY CONTROL
 BK0001
 BK0001  NGVD 29 (??/??/??)   16.451  (m)           53.97   (f) ADJUSTED    2 0
 BK0001
 BK0001.Superseded values are not recommended for survey control.
 BK0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0001.See file dsdata.txt to determine how the superseded data were derived.
 BK0001
 BK0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ914289(NAD 83)
 BK0001_MARKER: DD = SURVEY DISK
 BK0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0001_STAMPING: STA 840
 BK0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0001+STABILITY: SURFACE MOTION
 BK0001
 BK0001  HISTORY     - Date     Condition        Report By
 BK0001  HISTORY     - UNK      MONUMENTED       LAGS
 BK0001  HISTORY     - 1935     GOOD             CGS
 BK0001
 BK0001                          STATION DESCRIPTION
 BK0001
 BK0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0001'0.7 MI N FROM COTTONPORT.
 BK0001'0.7 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM COTTONPORT,
 BK0001'AVOYELLES PARISH, 165 YARDS SOUTH OF MILEPOST 37, AT A ROAD CROSSING,
 BK0001'74 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 18 FEET EAST OF THE
 BK0001'CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED STA
 BK0001'840 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0994 ***********************************************************************
 BX0994  DESIGNATION -  842 LAGS
 BX0994  PID         -  BX0994
 BX0994  STATE/COUNTY-  LA/AVOYELLES
 BX0994  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0994
 BX0994                         *CURRENT SURVEY CONTROL
 BX0994  ___________________________________________________________________
 BX0994* NAD 83(1986)-  31 00 32.     (N)    092 01 00.     (W)     SCALED    
 BX0994* NAVD 88     -        16.38   (+/-2cm)      53.7    (feet)  VERTCON   
 BX0994  ___________________________________________________________________
 BX0994  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BX0994
 BX0994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0994
 BX0994.The horizontal coordinates were scaled from a topographic map and have
 BX0994.an estimated accuracy of +/- 6 seconds.
 BX0994
 BX0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0994.The vertical order pertains to the NGVD 29 superseded value.
 BX0994
 BX0994.The geoid height was determined by GEOID03.
 BX0994
 BX0994;                    North         East    Units  Estimated Accuracy
 BX0994;SPC LA N     -    56,530.    1,046,160.      MT  (+/- 180 meters Scaled)
 BX0994
 BX0994                          SUPERSEDED SURVEY CONTROL
 BX0994
 BX0994  NGVD 29 (??/??/??)   16.356  (m)           53.66   (f) ADJUSTED    2 0
 BX0994
 BX0994.Superseded values are not recommended for survey control.
 BX0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0994.See file dsdata.txt to determine how the superseded data were derived.
 BX0994
 BX0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ938310(NAD 83)
 BX0994_MARKER: DD = SURVEY DISK
 BX0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0994_STAMPING: STA 842
 BX0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0994+STABILITY: SURFACE MOTION
 BX0994
 BX0994  HISTORY     - Date     Condition        Report By
 BX0994  HISTORY     - UNK      MONUMENTED       LAGS
 BX0994  HISTORY     - 1962     MARK NOT FOUND   USGS
 BX0994
 BX0994                          STATION DESCRIPTION
 BX0994
 BX0994'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BX0994'2.7 MI N FROM COTTONPORT.
 BX0994'2.7 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM COTTONPORT,
 BX0994'AVOYELLES PARISH, 300 YARDS SOUTH OF MILEPOST 35, 346 YARDS NORTH OF A
 BX0994'RAILWAY WATER TANK, BETWEEN THE LEGS OF THE WYE OF A BRANCH LINE
 BX0994'LEADING WEST, AND 20 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK. A
 BX0994'STATE SURVEY STANDARD DISK, STAMPED STA 842 AND SET IN THE TOP OF A
 BX0994'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1405 ***********************************************************************
 BW1405  DESIGNATION -  846
 BW1405  PID         -  BW1405
 BW1405  STATE/COUNTY-  LA/AVOYELLES
 BW1405  USGS QUAD   -  MOREAUVILLE (1996)
 BW1405
 BW1405                         *CURRENT SURVEY CONTROL
 BW1405  ___________________________________________________________________
 BW1405* NAD 83(1986)-  31 01 28.     (N)    091 59 32.     (W)     SCALED    
 BW1405* NAVD 88     -        15.99   (+/-2cm)      52.5    (feet)  VERTCON   
 BW1405  ___________________________________________________________________
 BW1405  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BW1405
 BW1405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1405
 BW1405.The horizontal coordinates were scaled from a topographic map and have
 BW1405.an estimated accuracy of +/- 6 seconds.
 BW1405
 BW1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1405.The vertical order pertains to the NGVD 29 superseded value.
 BW1405
 BW1405.The geoid height was determined by GEOID03.
 BW1405
 BW1405;                    North         East    Units  Estimated Accuracy
 BW1405;SPC LA N     -    58,260.    1,048,480.      MT  (+/- 180 meters Scaled)
 BW1405
 BW1405                          SUPERSEDED SURVEY CONTROL
 BW1405
 BW1405  NGVD 29 (??/??/??)   15.970  (m)           52.39   (f) ADJUSTED    2 0
 BW1405
 BW1405.Superseded values are not recommended for survey control.
 BW1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1405.See file dsdata.txt to determine how the superseded data were derived.
 BW1405
 BW1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ961327(NAD 83)
 BW1405_MARKER: DD = SURVEY DISK
 BW1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1405_STAMPING: STA 846
 BW1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1405+STABILITY: SURFACE MOTION
 BW1405
 BW1405  HISTORY     - Date     Condition        Report By
 BW1405  HISTORY     - UNK      MONUMENTED       LAGS
 BW1405  HISTORY     - 1935     GOOD             NGS
 BW1405
 BW1405                          STATION DESCRIPTION
 BW1405
 BW1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1405'1.1 MI SW FROM MOREAUVILLE.
 BW1405'1.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY (NOW
 BW1405'ABANDONED) FROM MOREAUVILLE, AVOYELLES PARISH, AND 7 FEET SOUTHEAST OF
 BW1405'THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 BW1405'STA 846 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3395 ***********************************************************************
 CP3395  DESIGNATION -  850 A
 CP3395  PID         -  CP3395
 CP3395  STATE/COUNTY-  LA/EAST CARROLL
 CP3395  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3395
 CP3395                         *CURRENT SURVEY CONTROL
 CP3395  ___________________________________________________________________
 CP3395* NAD 83(1986)-  32 48 49.     (N)    091 10 05.     (W)     SCALED    
 CP3395* NAVD 88     -        32.200  (meters)     105.64   (feet)  ADJUSTED  
 CP3395  ___________________________________________________________________
 CP3395  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP3395  DYNAMIC HT  -          32.164 (meters)     105.52  (feet)  COMP
 CP3395  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 CP3395
 CP3395  VERT ORDER  -  SECOND    CLASS I
 CP3395
 CP3395.The horizontal coordinates were scaled from a topographic map and have
 CP3395.an estimated accuracy of +/- 6 seconds.
 CP3395
 CP3395.The orthometric height was determined by differential leveling
 CP3395.and adjusted by the National Geodetic Survey in July 1998..
 CP3395
 CP3395.The geoid height was determined by GEOID03.
 CP3395
 CP3395.The dynamic height is computed by dividing the NAVD 88
 CP3395.geopotential number by the normal gravity value computed on the
 CP3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3395.degrees latitude (g = 980.6199 gals.).
 CP3395
 CP3395.The modeled gravity was interpolated from observed gravity values.
 CP3395
 CP3395;                    North         East    Units  Estimated Accuracy
 CP3395;SPC LA N     -   257,300.    1,124,740.      MT  (+/- 180 meters Scaled)
 CP3395
 CP3395                          SUPERSEDED SURVEY CONTROL
 CP3395
 CP3395.No superseded survey control is available for this station.
 CP3395
 CP3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715321(NAD 83)
 CP3395_MARKER: DD = SURVEY DISK
 CP3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3395_SP_SET: CONCRETE POST
 CP3395_STAMPING: BM 850 A 1934
 CP3395_MARK LOGO: DOD   
 CP3395_PROJECTION: PROJECTING 13 CENTIMETERS
 CP3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3395+STABILITY: SURFACE MOTION
 CP3395
 CP3395  HISTORY     - Date     Condition        Report By
 CP3395  HISTORY     - 1960     MONUMENTED       DOD
 CP3395  HISTORY     - 1986     GOOD             LADTD
 CP3395
 CP3395                          STATION DESCRIPTION
 CP3395
 CP3395'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3395'1.6 KM (1 MI) EAST FROM LAKE PROVIDENCE.
 CP3395'ABOUT 1.6 KM (1 MI) EAST ON STATE HIGHWAY 596 FROM THE JUNCTION OF
 CP3395'STATE HIGHWAY 596 AND U S HIGHWAY 65 IN LAKE PROVIDENCE TO THE
 CP3395'JUNCTION WITH HOLLAND ROAD, THENCE SOUTHEAST (RIGHT) ON HOLLAND ROAD
 CP3395'FOR 0.7 KM (0.45 MI) TO THE MARK SET ON THE RIGHT, 17.1 METERS
 CP3395'(56 FEET) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ATTACHED, 14.6
 CP3395'METERS (48 FEET) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 10.1 METERS
 CP3395'(33 FEET) EAST OF AN 18-INCH CEDAR TREE, 8.9 METERS (25.5 FEET) WEST
 CP3395'OF A TELEPHONE REPAIR BOX AND 6.4 METERS (21 FEET) SOUTH OF THE CENTER
 CP3395'OF THE ROAD.
 CP3395'THE MARK IS 0.61 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1133 ***********************************************************************
 CP1133  DESIGNATION -  850 A BOLT
 CP1133  PID         -  CP1133
 CP1133  STATE/COUNTY-  LA/EAST CARROLL
 CP1133  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1133
 CP1133                         *CURRENT SURVEY CONTROL
 CP1133  ___________________________________________________________________
 CP1133* NAD 83(1986)-  32 48 49.     (N)    091 10 04.     (W)     SCALED    
 CP1133* NAVD 88     -        31.01   (+/-2cm)     101.7    (feet)  VERTCON   
 CP1133  ___________________________________________________________________
 CP1133  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1133
 CP1133  VERT ORDER  -  ? (See Below)
 CP1133
 CP1133.The horizontal coordinates were scaled from a topographic map and have
 CP1133.an estimated accuracy of +/- 6 seconds.
 CP1133
 CP1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1133.The vertical order pertains to the NGVD 29 superseded value.
 CP1133
 CP1133.The geoid height was determined by GEOID03.
 CP1133
 CP1133;                    North         East    Units  Estimated Accuracy
 CP1133;SPC LA N     -   257,300.    1,124,760.      MT  (+/- 180 meters Scaled)
 CP1133
 CP1133                          SUPERSEDED SURVEY CONTROL
 CP1133
 CP1133  NGVD 29 (??/??/92)   31.064  (m)          101.92   (f) ADJ UNCH    ?  
 CP1133
 CP1133.Superseded values are not recommended for survey control.
 CP1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1133.See file dsdata.txt to determine how the superseded data were derived.
 CP1133
 CP1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715321(NAD 83)
 CP1133_MARKER: B = BOLT
 CP1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1133_SP_SET: STONE
 CP1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1133+STABILITY: SURFACE MOTION
 CP1133
 CP1133  HISTORY     - Date     Condition        Report By
 CP1133  HISTORY     - UNK      MONUMENTED       DOD
 CP1133  HISTORY     - 1934     GOOD             DOD
 CP1133
 CP1133                          STATION DESCRIPTION
 CP1133
 CP1133'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1133'0.5 MI N FROM LAKE PROVIDENCE.
 CP1133'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1133'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1/2 MILE NORTH OF
 CP1133'LAKE PROVIDENCE, LA.  534 FEET SOUTHWEST OF LEVEE STATION NO. 850. 20
 CP1133'FEET NORTHEAST OF HOUSE.  15 FEET SOUTH OF CENTER LINE OF DIRT ROAD. 2
 CP1133'FEET SOUTH OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1132 ***********************************************************************
 CP1132  DESIGNATION -  850 A CAP
 CP1132  PID         -  CP1132
 CP1132  STATE/COUNTY-  LA/EAST CARROLL
 CP1132  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1132
 CP1132                         *CURRENT SURVEY CONTROL
 CP1132  ___________________________________________________________________
 CP1132* NAD 83(1986)-  32 48 49.     (N)    091 10 04.     (W)     SCALED    
 CP1132* NAVD 88     -        32.22   (+/-2cm)     105.7    (feet)  VERTCON   
 CP1132  ___________________________________________________________________
 CP1132  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1132
 CP1132  VERT ORDER  -  ? (See Below)
 CP1132
 CP1132.The horizontal coordinates were scaled from a topographic map and have
 CP1132.an estimated accuracy of +/- 6 seconds.
 CP1132
 CP1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1132.The vertical order pertains to the NGVD 29 superseded value.
 CP1132
 CP1132.The geoid height was determined by GEOID03.
 CP1132
 CP1132;                    North         East    Units  Estimated Accuracy
 CP1132;SPC LA N     -   257,300.    1,124,760.      MT  (+/- 180 meters Scaled)
 CP1132
 CP1132                          SUPERSEDED SURVEY CONTROL
 CP1132
 CP1132  NGVD 29 (??/??/92)   32.276  (m)          105.89   (f) ADJ UNCH    ?  
 CP1132
 CP1132.Superseded values are not recommended for survey control.
 CP1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1132.See file dsdata.txt to determine how the superseded data were derived.
 CP1132
 CP1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715321(NAD 83)
 CP1132_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1132
 CP1132  HISTORY     - Date     Condition        Report By
 CP1132  HISTORY     - UNK      MONUMENTED       DOD
 CP1132  HISTORY     - 1934     GOOD             DOD
 CP1132
 CP1132                          STATION DESCRIPTION
 CP1132
 CP1132'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1132'0.5 MI N FROM LAKE PROVIDENCE.
 CP1132'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1132'MISS. RIVER, EAST CARROLL PARISH, LA., APPROXIMATELY 1/2 MILE NORTH OF
 CP1132'LAKE PROVIDENCE, LA.  534 FEET SOUTHWEST OF LEVEE STATION NO. 850. 20
 CP1132'FEET NORTHEAST OF HOUSE.  15 FEET SOUTH OF CENTER LINE OF DIRT ROAD. 2
 CP1132'FEET SOUTH OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2594 ***********************************************************************
 BX2594  DESIGNATION -  853 A LGS 1969
 BX2594  PID         -  BX2594
 BX2594  STATE/COUNTY-  LA/AVOYELLES
 BX2594  USGS QUAD   -  EFFIE (1983)
 BX2594
 BX2594                         *CURRENT SURVEY CONTROL
 BX2594  ___________________________________________________________________
 BX2594* NAD 83(1992)-  31 09 17.67361(N)    092 07 53.07797(W)     ADJUSTED  
 BX2594* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 BX2594  ___________________________________________________________________
 BX2594  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BX2594  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BX2594
 BX2594  HORZ ORDER  -  SECOND
 BX2594
 BX2594.The horizontal coordinates were established by classical geodetic methods
 BX2594.and adjusted by the National Geodetic Survey in January 1993..
 BX2594
 BX2594.The orthometric height was scaled from a topographic map.
 BX2594
 BX2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2594
 BX2594.The geoid height was determined by GEOID03.
 BX2594
 BX2594;                    North         East     Units Scale Factor Converg.
 BX2594;SPC LA N     -    72,674.508 1,035,144.857   MT  1.00000269   +0 11 41.5
 BX2594;SPC LA N     -   238,432.95  3,396,137.75   sFT  1.00000269   +0 11 41.5
 BX2594;UTM  15      - 3,447,094.652   582,787.951   MT  0.99968454   +0 26 57.8
 BX2594
 BX2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2594!SPC LA N     -   1.00000061  x   1.00000269  =   1.00000330
 BX2594!UTM  15      -   1.00000061  x   0.99968454  =   0.99968515
 BX2594
 BX2594                          SUPERSEDED SURVEY CONTROL
 BX2594
 BX2594  NAD 83(1986)-  31 09 17.69301(N)    092 07 53.07330(W) AD(       ) 2
 BX2594  NAD 27      -  31 09 17.02046(N)    092 07 52.61559(W) AD(       ) 2
 BX2594
 BX2594.Superseded values are not recommended for survey control.
 BX2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2594.See file dsdata.txt to determine how the superseded data were derived.
 BX2594
 BX2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8278847095(NAD 83)
 BX2594_MARKER: DD = SURVEY DISK
 BX2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2594+STABILITY: SURFACE MOTION
 BX2594
 BX2594  HISTORY     - Date     Condition        Report By
 BX2594  HISTORY     - 1969     MONUMENTED       LAGS
 BX2594
 BX2594                          STATION DESCRIPTION
 BX2594
 BX2594'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1969 (GRK)
 BX2594'THE STATION IS A LOUISIANA GEODETIC SURVEY DISK, STAMPED 853
 BX2594'A LA. GEOD. S., SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 BX2594'THAT PROJECTS 8 INCHES.  IT IS 35.5 FEET NORTH OF THE CENTERLINE
 BX2594'OF STATE HIGHWAY 1, 15.5 FEET EAST OF A GRAVELED DRIVEWAY, 50.6
 BX2594'FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND 9 FEET
 BX2594'WEST OF A FENCE CORNER.
 BX2594'
 BX2594'THE DIRECTION AND DISTANCE WAS DETERMINED FROM TRIANGULATION
 BX2594'STATION DUPUY AT THIS TIME.  THE DISTANCE BEING 236.12 FEET OR
 BX2594'(71.969 METERS).
 BX2594'
 BX2594'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION
 BX2594'STATION DUPUY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0012 ***********************************************************************
 BK0012  DESIGNATION -  862 LAGS
 BK0012  PID         -  BK0012
 BK0012  STATE/COUNTY-  LA/AVOYELLES
 BK0012  USGS QUAD   -  BUNKIE (1992)
 BK0012
 BK0012                         *CURRENT SURVEY CONTROL
 BK0012  ___________________________________________________________________
 BK0012* NAD 83(1986)-  30 56 58.     (N)    092 09 23.     (W)     SCALED    
 BK0012* NAVD 88     -        19.36   (+/-2cm)      63.5    (feet)  VERTCON   
 BK0012  ___________________________________________________________________
 BK0012  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK0012
 BK0012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0012
 BK0012.The horizontal coordinates were scaled from a topographic map and have
 BK0012.an estimated accuracy of +/- 6 seconds.
 BK0012
 BK0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0012.The vertical order pertains to the NGVD 29 superseded value.
 BK0012
 BK0012.The geoid height was determined by GEOID03.
 BK0012
 BK0012;                    North         East    Units  Estimated Accuracy
 BK0012;SPC LA N     -    49,890.    1,032,840.      MT  (+/- 180 meters Scaled)
 BK0012
 BK0012                          SUPERSEDED SURVEY CONTROL
 BK0012
 BK0012  NGVD 29 (??/??/??)   19.334  (m)           63.43   (f) ADJUSTED    2 0
 BK0012
 BK0012.Superseded values are not recommended for survey control.
 BK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0012.See file dsdata.txt to determine how the superseded data were derived.
 BK0012
 BK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ805243(NAD 83)
 BK0012_MARKER: DD = SURVEY DISK
 BK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0012_STAMPING: STA 862
 BK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0012+STABILITY: SURFACE MOTION
 BK0012
 BK0012  HISTORY     - Date     Condition        Report By
 BK0012  HISTORY     - UNK      MONUMENTED       LAGS
 BK0012  HISTORY     - 1935     GOOD             CGS
 BK0012  HISTORY     - 1966     MARK NOT FOUND   USGS
 BK0012
 BK0012                          STATION DESCRIPTION
 BK0012
 BK0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0012'1.8 MI N FROM BUNKIE.
 BK0012'1.8 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM BUNKIE,
 BK0012'AVOYELLES PARISH, AT MILEPOST 45, AND 13 FEET SOUTH OF THE CENTERLINE
 BK0012'OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED STA 862 AND SET
 BK0012'IN THE TOP OF A CONCRETE POST.  NOTE-- MILEPOST NUMBERS NO LONGER
 BK0012'EXIST.
 BK0012
 BK0012                          STATION RECOVERY (1966)
 BK0012
 BK0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BK0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0013 ***********************************************************************
 BK0013  DESIGNATION -  863 LAGS
 BK0013  PID         -  BK0013
 BK0013  STATE/COUNTY-  LA/AVOYELLES
 BK0013  USGS QUAD   -  BUNKIE (1992)
 BK0013
 BK0013                         *CURRENT SURVEY CONTROL
 BK0013  ___________________________________________________________________
 BK0013* NAD 83(1986)-  30 57 06.     (N)    092 10 23.     (W)     SCALED    
 BK0013* NAVD 88     -        19.66   (+/-2cm)      64.5    (feet)  VERTCON   
 BK0013  ___________________________________________________________________
 BK0013  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK0013
 BK0013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0013
 BK0013.The horizontal coordinates were scaled from a topographic map and have
 BK0013.an estimated accuracy of +/- 6 seconds.
 BK0013
 BK0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0013.The vertical order pertains to the NGVD 29 superseded value.
 BK0013
 BK0013.The geoid height was determined by GEOID03.
 BK0013
 BK0013;                    North         East    Units  Estimated Accuracy
 BK0013;SPC LA N     -    50,130.    1,031,240.      MT  (+/- 180 meters Scaled)
 BK0013
 BK0013                          SUPERSEDED SURVEY CONTROL
 BK0013
 BK0013  NGVD 29 (??/??/??)   19.635  (m)           64.42   (f) ADJUSTED    2 0
 BK0013
 BK0013.Superseded values are not recommended for survey control.
 BK0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0013.See file dsdata.txt to determine how the superseded data were derived.
 BK0013
 BK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ789245(NAD 83)
 BK0013_MARKER: DD = SURVEY DISK
 BK0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0013_STAMPING: STA 863
 BK0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0013+STABILITY: SURFACE MOTION
 BK0013
 BK0013  HISTORY     - Date     Condition        Report By
 BK0013  HISTORY     - UNK      MONUMENTED       LAGS
 BK0013  HISTORY     - 1935     GOOD             CGS
 BK0013  HISTORY     - 1966     MARK NOT FOUND   USGS
 BK0013
 BK0013                          STATION DESCRIPTION
 BK0013
 BK0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0013'0.8 MI N FROM BUNKIE.
 BK0013'0.8 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM BUNKIE,
 BK0013'AVOYELLES PARISH, OPPOSITE MILEPOST 46, 22 FEET NORTH OF THE
 BK0013'CENTERLINE OF THE TRACK, AND 26 FEET SOUTH OF THE CENTERLINE OF THE
 BK0013'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED STA 863 AND SET IN THE
 BK0013'TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED THAT THIS MARK WAS
 BK0013'STAMPED STA 861.
 BK0013
 BK0013                          STATION RECOVERY (1966)
 BK0013
 BK0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BK0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0014 ***********************************************************************
 BK0014  DESIGNATION -  864 LAGS
 BK0014  PID         -  BK0014
 BK0014  STATE/COUNTY-  LA/AVOYELLES
 BK0014  USGS QUAD   -  BUNKIE (1992)
 BK0014
 BK0014                         *CURRENT SURVEY CONTROL
 BK0014  ___________________________________________________________________
 BK0014* NAD 83(1986)-  30 57 08.     (N)    092 10 52.     (W)     SCALED    
 BK0014* NAVD 88     -        19.88   (+/-2cm)      65.2    (feet)  VERTCON   
 BK0014  ___________________________________________________________________
 BK0014  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK0014
 BK0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0014
 BK0014.The horizontal coordinates were scaled from a topographic map and have
 BK0014.an estimated accuracy of +/- 6 seconds.
 BK0014
 BK0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0014.The vertical order pertains to the NGVD 29 superseded value.
 BK0014
 BK0014.The geoid height was determined by GEOID03.
 BK0014
 BK0014;                    North         East    Units  Estimated Accuracy
 BK0014;SPC LA N     -    50,190.    1,030,470.      MT  (+/- 180 meters Scaled)
 BK0014
 BK0014                          SUPERSEDED SURVEY CONTROL
 BK0014
 BK0014  NGVD 29 (??/??/??)   19.852  (m)           65.13   (f) ADJUSTED    2 0
 BK0014
 BK0014.Superseded values are not recommended for survey control.
 BK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0014.See file dsdata.txt to determine how the superseded data were derived.
 BK0014
 BK0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ782245(NAD 83)
 BK0014_MARKER: DD = SURVEY DISK
 BK0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0014_STAMPING: STA 864
 BK0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0014+STABILITY: SURFACE MOTION
 BK0014
 BK0014  HISTORY     - Date     Condition        Report By
 BK0014  HISTORY     - UNK      MONUMENTED       LAGS
 BK0014  HISTORY     - 1935     GOOD             CGS
 BK0014
 BK0014                          STATION DESCRIPTION
 BK0014
 BK0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0014'IN BUNKIE.
 BK0014'AT BUNKIE, AVOYELLES PARISH, 465 YARDS EAST OF THE TEXAS AND PACIFIC
 BK0014'RAILWAY STATION, 125 YARDS EAST OF THE JUNCTION OF THE MAIN LINE AND
 BK0014'THE BRANCH LINE LEADING TO MOREAUVILLE, 31 YARDS NORTHEAST OF THE
 BK0014'CENTERLINE OF THE MAIN-LINE TRACK, AND 37 FEET SOUTHWEST OF THE
 BK0014'CENTERLINE OF THE BRANCH-LINE MAIN TRACK.  A STATE SURVEY STANDARD
 BK0014'DISK, STAMPED STA 864 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2042 ***********************************************************************
 BK2042  DESIGNATION -  865
 BK2042  PID         -  BK2042
 BK2042  STATE/COUNTY-  LA/AVOYELLES
 BK2042  USGS QUAD   -  BUNKIE (1992)
 BK2042
 BK2042                         *CURRENT SURVEY CONTROL
 BK2042  ___________________________________________________________________
 BK2042* NAD 83(1992)-  30 57 26.98153(N)    092 11 11.15677(W)     ADJUSTED  
 BK2042* NAVD 88     -        19.92   (+/-2cm)      65.4    (feet)  VERTCON   
 BK2042  ___________________________________________________________________
 BK2042  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2042  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2042
 BK2042  HORZ ORDER  -  FIRST
 BK2042  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2042
 BK2042.The horizontal coordinates were established by classical geodetic methods
 BK2042.and adjusted by the National Geodetic Survey in January 1993..
 BK2042
 BK2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2042.The vertical order pertains to the NGVD 29 superseded value.
 BK2042
 BK2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2042
 BK2042.The geoid height was determined by GEOID03.
 BK2042
 BK2042;                    North         East     Units Scale Factor Converg.
 BK2042;SPC LA N     -    50,770.061 1,029,961.890   MT  1.00005400   +0 09 56.8
 BK2042;SPC LA N     -   166,568.11  3,379,133.30   sFT  1.00005400   +0 09 56.8
 BK2042;SPC LA S     -   272,715.303   918,484.747   MT  1.00006490   -0 25 35.6
 BK2042;SPC LA S     -   894,733.46  3,013,395.37   sFT  1.00006490   -0 25 35.6
 BK2042;UTM  15      - 3,425,175.108   577,703.758   MT  0.99967448   +0 25 06.7
 BK2042
 BK2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2042!SPC LA N     -   1.00000113  x   1.00005400  =   1.00005513
 BK2042!SPC LA S     -   1.00000113  x   1.00006490  =   1.00006603
 BK2042!UTM  15      -   1.00000113  x   0.99967448  =   0.99967561
 BK2042
 BK2042|---------------------------------------------------------------------|
 BK2042| PID    Reference Object                     Distance      Geod. Az  |
 BK2042|                                                           dddmmss.s |
 BK2042| BK2041 865 RM 3                             37.124 METERS 06518     |
 BK2042| CV9560 865 RM 1                             27.732 METERS 07054     |
 BK2042| BK2044 H 29 1 USE                          277.477 METERS 29539     |
 BK2042| BK2045 A 4517 LAGS                                        3091010.2 |
 BK2042| BK2043 865 RM 2                             35.570 METERS 32216     |
 BK2042|---------------------------------------------------------------------|
 BK2042
 BK2042                          SUPERSEDED SURVEY CONTROL
 BK2042
 BK2042  NAD 83(1986)-  30 57 27.00131(N)    092 11 11.15154(W) AD(       ) 1
 BK2042  NAD 27      -  30 57 26.30957(N)    092 11 10.69659(W) AD(       ) 1
 BK2042  NGVD 29 (??/??/??)   19.900  (m)           65.29   (f) ADJUSTED    2 2
 BK2042
 BK2042.Superseded values are not recommended for survey control.
 BK2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2042.See file dsdata.txt to determine how the superseded data were derived.
 BK2042
 BK2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7770425175(NAD 83)
 BK2042_MARKER: DS = TRIANGULATION STATION DISK
 BK2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2042_SP_SET: CONCRETE POST
 BK2042_STAMPING: 865 1969
 BK2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2042+STABILITY: SURFACE MOTION
 BK2042
 BK2042  HISTORY     - Date     Condition        Report By
 BK2042  HISTORY     - 1969     MONUMENTED       LAGS
 BK2042  HISTORY     - 1941     GOOD             CGS
 BK2042  HISTORY     - 1956     GOOD             PANAM
 BK2042  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BK2042  HISTORY     - 1969     GOOD             CGS
 BK2042  HISTORY     - 1975     GOOD             LADTD
 BK2042
 BK2042                          STATION DESCRIPTION
 BK2042
 BK2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2042'STATION IS NEAR THE CENTER OF THE CITY OF BUNKIE, IN A VACANT
 BK2042'LOT ABOUT 1000 FEET N OF THE TEXAS AND PACIFIC RAILROAD
 BK2042'DEPOT, 34 FEET NE OF THE CENTER LINE OF THE MAIN LINE TRACKS,
 BK2042'98 FEET SW OF THE CENTER LINE OF NE MAIN STREET, AND 62 FEET
 BK2042'NW OF THE CENTER LINE OF EBONY STREET.  IT IS A U.S. COAST
 BK2042'AND GEODETIC AND STATE SURVEY TABLET SET IN A 6-INCH ROUND
 BK2042'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS STAMPED
 BK2042'865 LA. GEOD SURVEY.
 BK2042'
 BK2042'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 BK2042'
 BK2042'REFERENCE MARK NO. 1 IS 20 FEET NW OF THE CENTER LINE OF
 BK2042'EBONY STREET, 15 FEET SW OF THE CENTER LINE OF NE MAIN STREET.
 BK2042'IT IS STAMPED 865 NO. 1 1941 AND PROJECTS 6 INCHES.
 BK2042'
 BK2042'REFERENCE MARK NO. 2 IS 50 FEET SW OF THE CENTER LINE OF THE
 BK2042'MAIN RAILROAD TRACK, 82 FEET NE OF THE CENTER LINE OF NE
 BK2042'MAIN STREET, 2 FEET SE OF SHED.  IT IS STAMPED 865 NO. 2 1941
 BK2042'AND PROJECTS 6 INCHES.
 BK2042'
 BK2042'A-4517 (LA. GEOD. S.) WAS USED FOR THE AZIMUTH MARK AND IS
 BK2042'434 FEET SE OF A RAILROAD CROSSING, 23 FEET NE OF THE CENTER
 BK2042'LINE OF THE MAIN LINE RAILROAD TRACKS, 2-1/2 FEET S OF REFERENCE
 BK2042'POST AND 2 FEET SW OF FENCE LINE.  IT IS A LOUISIANA GEODETIC
 BK2042'SURVEY AND STATE CONTROL SURVEY DISK SET IN A 6-INCH SQUARE
 BK2042'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 BK2042'IT IS NOT STAMPED.
 BK2042'
 BK2042'A DIRECTION WAS TAKEN TO 864 (LA. GEOD. S.) WHICH IS 111 FEET
 BK2042'E OF THE CENTER LINE OF MAIN LINE RAILROAD TRACKS, 57 FEET
 BK2042'NNE OF NE CORNER OF COMPRESS COMPANY OFFICE BUILDING, 14 FEET
 BK2042'W OF CENTER LINE OF SPUR TRACK, AND 14 FEET SSE OF TELEGRAPH
 BK2042'POLE.  MARK IS A STANDARD STATE SURVEY DISK SET IN A 6-INCH
 BK2042'ROUND CONCRETE POST WHICH IS FLUSH.  IT IS STAMPED 864 LA.
 BK2042'GEOD SURVEY.
 BK2042'
 BK2042'A DIRECTION WAS TAKEN TO 866 (LA. GEOD. S.) WHICH IS 17 FEET
 BK2042'E OF THE CENTER LINE OF LEXINGTON AVENUE, ON PROLONGATION
 BK2042'OF THE CENTER LINE OF B STREET, 17.7 FEET NE OF A MANHOLE
 BK2042'COVER AND 8 FEET W OF W EDGE OF SIDEWALK.  IT IS A STANDARD
 BK2042'STATE SURVEY DISK SET IN A 6-INCH ROUND CONCRETE POST WHICH
 BK2042'IS FLUSH.  IT IS STAMPED 866 LA. GEOD SURVEY.
 BK2042'
 BK2042'A 103-FOOT SIGNAL AT HESSMER IS VISIBLE AT 80 FEET.
 BK2042'
 BK2042'A 116-FOOT SIGNAL AT 4508 (LA. GEOD. S.) IS VISIBLE AT 40
 BK2042'FEET.
 BK2042'
 BK2042'A 116-FOOT SIGNAL AT 840 (LA. GEOD. S.) IS VISIBLE AT 30 FEET.
 BK2042'
 BK2042'HEIGHT OF LIGHT ABOVE STATION MARK - 39 METERS.
 BK2042
 BK2042                          STATION RECOVERY (1956)
 BK2042
 BK2042'RECOVERY NOTE BY PAN AMERICAN AIRLINES 1956
 BK2042'LETTER OF MR. T.C. DAVID, PAN AMERICAN ENGINEERS, 1022 10TH
 BK2042'ST., ALEXANDRIA, LA., DATED APRIL 20, 1956--
 BK2042'
 BK2042'THE MARK WAS NOT DISTURBED WHEN THE STREET WAS REPAVED.
 BK2042
 BK2042                          STATION RECOVERY (1959)
 BK2042
 BK2042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK2042'THE STATION WAS VISITED 10-16-59 AND THE STATION MARK, REFERENCE
 BK2042'MARKS NO. 1 AND 2, A 4517 (LA. GEOD. S.) AND BM H-29-1 (USE)
 BK2042'WERE FOUND IN GOOD CONDITION.  LOUISIANA GEODETIC SURVEY
 BK2042'MARKS 866 AND 864 WERE SEARCHED FOR BUT NOT FOUND AT THIS DATE.
 BK2042'BM H-29-1 (USE) IS OBSTRUCTED FROM THE STATION BY SEVERAL
 BK2042'PERMANENT BUILDINGS.
 BK2042'
 BK2042'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF BUNKIE,
 BK2042'ABOUT 0.15 MILE NORTHWEST OF THE TEXAS AND PACIFIC RAILROAD
 BK2042'STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION OF NE
 BK2042'MAIN STREET AND EBONEY STREET OR THE NE ANGLE OF THE INTERSECTION
 BK2042'OF THE TEXAS AND PACIFIC RAILROAD TRACKS AND EBONEY STREET,
 BK2042'AT THE WEST EDGE OF A VACANT LOT OF THE C.K. POLK ESTATE.
 BK2042'IT IS 62 FEET NORTHWEST OF THE CENTERLINE OF EBONEY STREET,
 BK2042'31.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 97
 BK2042'FEET SOUTHWEST OF THE CENTERLINE OF NE MAIN STREET, 83 FEET
 BK2042'WEST-SOUTHWEST OF A POWER POLE IN THE CORNER OF THE
 BK2042'INTERSECTION OF NE MAIN AND EBONEY STREETS, 90.5 FEET SOUTH OF
 BK2042'A 3-FOOT PECAN TREE IN A VACANT LOT, 51.8 FEET EAST OF A
 BK2042'SWITCH STAND FOR THE SIDE TRACK LEADING SOUTHEAST, ON THE
 BK2042'PROJECTED PLANE OF THE SOUTHEAST WALL OF A LONG WHITE
 BK2042'BUILDING SOUTHWEST OF THE TRACK, AND 1 FOOT NORTHWEST
 BK2042'OF A METAL WITNESS POST BEARING A WHITE METAL SIGN.  IT
 BK2042'IS A STANDARD LOUISIANA STATE GEODETIC DISK, STAMPED 865 LA
 BK2042'GEOD S. SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST ABOUT 2
 BK2042'INCHES BELOW THE SURFACE OF THE GROUND.
 BK2042'
 BK2042'REFERENCE MARK NO. 1 IS 90.98 FEET EAST-NORTHEAST OF THE
 BK2042'STATION, 20 FEET NORTHWEST OF EBONEY STREET, 14 FEET SOUTHWEST
 BK2042'OF THE CENTERLINE OF NE MAIN STREET, 24.5 FEET WEST OF THE
 BK2042'INTERSECTION OF THE CENTERLINE OF THE TWO STREETS, WHICH
 BK2042'IS THE CENTER OF THE MANHOLE IN THE INTERSECTION, AND 8 FEET
 BK2042'EAST OF A POWERPOLE.  IT IS A STANDARD DISK, STAMPED 865 NO 1
 BK2042'1941, PROJECTING 2 INCHES.
 BK2042'
 BK2042'REFERENCE MARK NO. 2 IS 116.72 FEET NORTHWEST OF THE STATION,
 BK2042'47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN LINE,
 BK2042'80 FEET SOUTHWEST OF THE CENTERLINE OF NE MAIN STREET, 19
 BK2042'FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL WHITE BUILDING
 BK2042'BETWEEN THE TRACKS AND NE. MAIN STREET, 14 FEET SOUTH-SOUTHWEST
 BK2042'OF A 2-FOOT PECAN TREE, 76.5 FEET NORTHEAST OF TELEGRAPH
 BK2042'POLE NO. U 1 J.  IT IS A STANDARD DISK, STAMPED 865 NO 2 1941,
 BK2042'PROJECTING 2 INCHES.
 BK2042'
 BK2042'A 4517 (LA. GEOD. S.) WAS USED AS THE AZIMUTH MARK FOR THE
 BK2042'STATION.  IT IS 0.5 MILE NORTHWEST OF THE STATION ALONG THE
 BK2042'TEXAS AND PACIFIC RAILROAD TRACK, 434 FEET SOUTHEAST OF A PRIVATE
 BK2042'ROAD CROSSING, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL
 BK2042'OF A SIDE TRACK, 20.7 FEET NORTHEAST OF THE NORTHEAST RAIL
 BK2042'OF THE MAIN TRACK, 42 FEET NORTHWEST OF THE 4TH POLE SOUTHEAST
 BK2042'OF THE ROAD CROSSING, 53 FEET EAST OF THE DIAGONAL RAILROAD
 BK2042'SIGN WITH NO. 20 ON IT, 63 FEET EAST OF TELEGRAPH POLE NO.
 BK2042'U 2 J, AND 2 FEET SOUTHWEST OF A FENCE LINE.  IT IS A
 BK2042'STANDARD LOUISIANA STATE GEODETIC MARK SET IN THE TOP OF A
 BK2042'6-INCH CONCRETE POST FLUSH WITH THE GROUND.  THERE IS
 BK2042'NO STAMPING ON THE MARK.
 BK2042'
 BK2042'A TRAVERSE CONNECTION WAS MADE TO BM H-29-1 (USE) IN 1941.
 BK2042'IT IS 910.35 FEET WEST NORTHWEST OF THE STATION, NORTHEAST
 BK2042'AND ACROSS U.S. HIGHWAY 71 FROM THE ESSO SERVICE STATION,
 BK2042'35 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 71, 65.5
 BK2042'FEET NORTHWEST OF THE NORTHWEST WALL OF A GRAY BRICK BUILDING
 BK2042'OF THE RABALAIS AND SONS PAINT STORE, 8 FEET NORTHWEST OF A
 BK2042'LARGE GAS VALVE, 9.5 FEET NORTHEAST OF THE SOUTHEAST CORNER
 BK2042'OF A WIRE FENCE, 2 FEET WEST OF THE NORTHEAST CORNER OF A
 BK2042'WIRE FENCE AROUND THE GAS VALVE AND 44 FEET WEST OF A 2-FOOT
 BK2042'OAK TREE IN A VACANT LOT.  IT IS A STANDARD CORP OF
 BK2042'ENGINEERS BRASS CAP RIVITED ON THE TOP OF A 3-INCH IRON PIPE
 BK2042'PROJECTING 1 INCH.  IT IS STAMPED H-29-1 65.53.
 BK2042'
 BK2042'TO REACH A 4517 (L.G.S.) FROM THE STATION GO NORTHWEST ON
 BK2042'U.S. HIGHWAY 71 FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN
 BK2042'RIGHT AND GO NORTHEAST FOR 0.1 MILE TO THE TRACK.
 BK2042
 BK2042                          STATION RECOVERY (1969)
 BK2042
 BK2042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2042'NO MEASUREMENT BETWEEN RMS BECAUSE OF MACHINERY ON LINE.
 BK2042'
 BK2042'THE STATION MARK, REFERENCE MARK 2 AND A 4517 WERE RECOVERED
 BK2042'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 BK2042'DESTROYED BECAUSE IT WAS DAMAGED BY MACHINERY.  A REFERENCE
 BK2042'MARK 3 WAS SET.  THE STATION UNDER GROUND MARK WAS SET AND THE
 BK2042'SURFACE MARK REPLACED HOLDING THE ORIGINAL POINT.  THE DISTANCE
 BK2042'AND DIRECTIONS CHECKED FAVORABLE.  A NEW DESCRIPTION FOLLOWS.
 BK2042'
 BK2042'THE STATION IS IN THE NORTHWEST SECTION OF BUNKIE, IN THE
 BK2042'SOUTHWEST ANGLE OF THE INTERSECTION OF EBONY STREET AND NE MAIN
 BK2042'STREET AND ON THE PROPERTY OF MRS. GEORGE B. POPE.
 BK2042'
 BK2042'THE STATION IS A STANDARD DISK, STAMPED NO 865 LGS 1941 1969, SET
 BK2042'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 BK2042'INCH.  IT IS 2.4 FEET NORTH OF A METAL WITNESS POST WITH A SIGN
 BK2042'ATTACHED, 113.5 FEET WEST SOUTHWEST OF THE INTERSECTION OF EBONY
 BK2042'STREET AND NE MAIN STREET, 18.5 FEET NORTHEAST OF THE NORTHEAST
 BK2042'RAIL OF A RAILROAD TRACK AND 65 FEET NORTHWEST OF THE CENTERLINE
 BK2042'OF EBONY STREET.
 BK2042'
 BK2042'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 BK2042'EBONY STREET FOR 0.05 MILE TO U.S. HIGHWAY 71.  TURN RIGHT AND
 BK2042'GO NORTHWEST ON U.S. HIGHWAY 71 FOR 0.55 MILE TO A GRAVELED SIDE
 BK2042'ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON GRAVELED ROAD FOR
 BK2042'0.1 MILE TO RAILROAD TRACKS.  TURN RIGHT AND GO SOUTHEAST ALONG
 BK2042'THE NORTHEAST SIDE OF RAILROAD TRACKS FOR 0.1 MILE TO AZIMUTH
 BK2042'MARK ON THE LEFT.
 BK2042'
 BK2042'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 865 NO 2 1941,
 BK2042'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BK2042'PROJECTS 1 INCH.  IT IS 33.2 FEET NORTHEAST OF THE NORTHEAST
 BK2042'RAIL OF RAILROAD TRACKS, 18.7 FEET SOUTH OF THE SOUTHEAST CORNER
 BK2042'OF A FRAME HOUSE, 78.0 FEET SOUTHWEST OF THE CENTERLINE OF MAIN
 BK2042'STREET AND 71.0 FEET WEST OF A 42 INCH PECAN TREE.
 BK2042'
 BK2042'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED 865 NO 3 1941 1969,
 BK2042'CEMENTED IN DRILL HOLE FLUSH IN THE TOP OF A CONCRETE CULVERT
 BK2042'AND SIDEWALK.  IT IS 16.5 FEET NORTHWEST OF THE CENTERLINE OF
 BK2042'EBONY STREET, 18 FEET NORTHEAST OF THE CENTERLINE OF NE MAIN
 BK2042'STREET, 23.8 FEET NORTH OF THE INTERSECTION OF EBONY STREET
 BK2042'AND NE MAIN STREET AND 60.7 FEET SOUTHEAST OF A TELEGRAPH POLE.
 BK2042'
 BK2042'AZIMUTH MARK IS A LOUISIANA GEODETIC SURVEY AND STATE CONTROL
 BK2042'SURVEY DISK, STAMPED A 4517, SET IN THE TOP OF A 6 INCH SQUARE
 BK2042'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 7 FOOT
 BK2042'NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD TRACKS, 1 FOOT
 BK2042'NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 54.5
 BK2042'FEET EAST NORTHEAST OF A DIAGONAL RAILROAD SIGN NO 20.
 BK2042'
 BK2042'HEIGHT OF LIGHT ABOVE STATION MARK 113.05 FEET.
 BK2042'
 BK2042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BK2042'IN THE NORTHWEST SECTION OF BUNKIE.
 BK2042
 BK2042                          STATION RECOVERY (1975)
 BK2042
 BK2042'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2042'.20 MI NW FROM BUNKIE.
 BK2042'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT .20 MILES NW ALONG THE TEXAS
 BK2042'AND PACIFIC RAILROAD AND ON THE NW SIDE OF EBONY STREET. 113 FT WEST
 BK2042'OF THE INTERSECTION OF EBONY AND NE MAIN STREET, 18 FT EAST OF THE
 BK2042'EAST RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACK, 65 FT NW OF THE
 BK2042'CENTERLINE OF EBONY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2043 ***********************************************************************
 BK2043  DESIGNATION -  865 RM 2
 BK2043  PID         -  BK2043
 BK2043  STATE/COUNTY-  LA/AVOYELLES
 BK2043  USGS QUAD   -  BUNKIE (1992)
 BK2043
 BK2043                         *CURRENT SURVEY CONTROL
 BK2043  ___________________________________________________________________
 BK2043* NAD 83(1986)-  30 57 26.     (N)    092 11 10.     (W)     SCALED    
 BK2043* NAVD 88     -        19.74   (+/-2cm)      64.8    (feet)  VERTCON   
 BK2043  ___________________________________________________________________
 BK2043  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2043
 BK2043  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2043
 BK2043.The horizontal coordinates were scaled from a topographic map and have
 BK2043.an estimated accuracy of +/- 6 seconds.
 BK2043
 BK2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2043.The vertical order pertains to the NGVD 29 superseded value.
 BK2043
 BK2043.The geoid height was determined by GEOID03.
 BK2043
 BK2043;                    North         East    Units  Estimated Accuracy
 BK2043;SPC LA N     -    50,740.    1,029,990.      MT  (+/- 180 meters Scaled)
 BK2043
 BK2043                          SUPERSEDED SURVEY CONTROL
 BK2043
 BK2043  NGVD 29 (??/??/??)   19.719  (m)           64.69   (f) ADJUSTED    2 2
 BK2043
 BK2043.Superseded values are not recommended for survey control.
 BK2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2043.See file dsdata.txt to determine how the superseded data were derived.
 BK2043
 BK2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ777251(NAD 83)
 BK2043_MARKER: DR = REFERENCE MARK DISK
 BK2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2043_SP_SET: CONCRETE POST
 BK2043_STAMPING: 865 NO 2 1941
 BK2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2043+STABILITY: SURFACE MOTION
 BK2043
 BK2043  HISTORY     - Date     Condition        Report By
 BK2043  HISTORY     - 1941     MONUMENTED       CGS
 BK2043  HISTORY     - 1975     GOOD             LADTD
 BK2043
 BK2043                          STATION DESCRIPTION
 BK2043
 BK2043'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2043'.20 MI NW FROM BUNKIE.
 BK2043'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT .20 MILLS NW ALONG THE TEXAS
 BK2043'AND PACIFIC RAILROAD AND ON THE NW SIDE OF EBONY STREET, 33 FT EAST
 BK2043'OF THE EAST RAIL OF THE RAILROAD, 19 FT SOUTH OF THE SW CORNER OF A
 BK2043'WOOD FRAME HOUSE, 78 FT WEST OF THE CENTER OF NE MAIN STREET, 71 FT
 BK2043'WEST OF A 42 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2041 ***********************************************************************
 BK2041  DESIGNATION -  865 RM 3
 BK2041  PID         -  BK2041
 BK2041  STATE/COUNTY-  LA/AVOYELLES
 BK2041  USGS QUAD   -  BUNKIE (1992)
 BK2041
 BK2041                         *CURRENT SURVEY CONTROL
 BK2041  ___________________________________________________________________
 BK2041* NAD 83(1986)-  30 57 26.     (N)    092 11 10.     (W)     SCALED    
 BK2041* NAVD 88     -        19.55   (+/-2cm)      64.1    (feet)  VERTCON   
 BK2041  ___________________________________________________________________
 BK2041  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2041
 BK2041  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2041
 BK2041.The horizontal coordinates were scaled from a topographic map and have
 BK2041.an estimated accuracy of +/- 6 seconds.
 BK2041
 BK2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2041.The vertical order pertains to the NGVD 29 superseded value.
 BK2041
 BK2041.The geoid height was determined by GEOID03.
 BK2041
 BK2041;                    North         East    Units  Estimated Accuracy
 BK2041;SPC LA N     -    50,740.    1,029,990.      MT  (+/- 180 meters Scaled)
 BK2041
 BK2041                          SUPERSEDED SURVEY CONTROL
 BK2041
 BK2041  NGVD 29 (??/??/??)   19.527  (m)           64.06   (f) ADJUSTED    2 2
 BK2041
 BK2041.Superseded values are not recommended for survey control.
 BK2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2041.See file dsdata.txt to determine how the superseded data were derived.
 BK2041
 BK2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ777251(NAD 83)
 BK2041_MARKER: DR = REFERENCE MARK DISK
 BK2041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK2041_SP_SET: STRUCTURE SIDEWALK
 BK2041_STAMPING: 865 NO 3 1969
 BK2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2041
 BK2041  HISTORY     - Date     Condition        Report By
 BK2041  HISTORY     - 1969     MONUMENTED       CGS
 BK2041  HISTORY     - 1975     GOOD             LADTD
 BK2041
 BK2041                          STATION DESCRIPTION
 BK2041
 BK2041'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2041'.20 MI NW FROM BUNKIE.
 BK2041'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT .20 MILES NW ALONG THE TEXAS
 BK2041'AND PACIFIC RAILROAD AND ON THE CORNER OF EBONY STREET. 17 FT NW OF
 BK2041'THE CENTERLINE OF EBONY STREET, 18 FT NE OF THE CENTERLINE OF NE MAIN
 BK2041'STREET, 24 FT NORTH OF THE INTERSECTION OF EBONY AND NE MAIN STREET,
 BK2041'61 FT SE OF A TELEPHONE POLE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1197 ***********************************************************************
 CP1197  DESIGNATION -  87 M BOLT
 CP1197  PID         -  CP1197
 CP1197  STATE/COUNTY-  LA/EAST CARROLL
 CP1197  USGS QUAD   -  SONDHEIMER (1994)
 CP1197
 CP1197                         *CURRENT SURVEY CONTROL
 CP1197  ___________________________________________________________________
 CP1197* NAD 83(1986)-  32 32 16.     (N)    091 08 00.     (W)     SCALED    
 CP1197* NAVD 88     -        25.83   (+/-2cm)      84.7    (feet)  VERTCON   
 CP1197  ___________________________________________________________________
 CP1197  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP1197
 CP1197  VERT ORDER  -  ? (See Below)
 CP1197
 CP1197.The horizontal coordinates were scaled from a topographic map and have
 CP1197.an estimated accuracy of +/- 6 seconds.
 CP1197
 CP1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1197.The vertical order pertains to the NGVD 29 superseded value.
 CP1197
 CP1197.The geoid height was determined by GEOID03.
 CP1197
 CP1197;                    North         East    Units  Estimated Accuracy
 CP1197;SPC LA N     -   226,750.    1,128,370.      MT  (+/- 180 meters Scaled)
 CP1197
 CP1197                          SUPERSEDED SURVEY CONTROL
 CP1197
 CP1197  NGVD 29 (??/??/92)   25.854  (m)           84.82   (f) ADJ UNCH    ?  
 CP1197
 CP1197.Superseded values are not recommended for survey control.
 CP1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1197.See file dsdata.txt to determine how the superseded data were derived.
 CP1197
 CP1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS752015(NAD 83)
 CP1197_MARKER: B = BOLT
 CP1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1197_SP_SET: STONE
 CP1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1197+STABILITY: SURFACE MOTION
 CP1197
 CP1197  HISTORY     - Date     Condition        Report By
 CP1197  HISTORY     - UNK      MONUMENTED       DOD
 CP1197  HISTORY     - 1934     GOOD             DOD
 CP1197
 CP1197                          STATION DESCRIPTION
 CP1197
 CP1197'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1197'1.5 MI N FROM OMEGA.
 CP1197'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS INCHES ABOVE GROUND.
 CP1197'LOCATED ON RIGHT BANK OF MISS. RIVER, EAST CARROLL PARISH LA., 3 1/2
 CP1197'MILES BY LEVEE BELOW HENDERSON POST OFFICE, 20 FEET WEST OF ROAD AT
 CP1197'CORNER OF WOODS, 1000 FEET SOUTH OF COTTON GIN IN CORNER OF ROADS,
 CP1197'1900 FEET TO THE LAND SIDE OF LEVEE, AT WINNFOREST PLANTATION, 1 1/2
 CP1197'MILES BELOW OMEGA LANDING.  10 FEET WEST OF SMALL CULVERT ACROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1196 ***********************************************************************
 CP1196  DESIGNATION -  87 M CAP
 CP1196  PID         -  CP1196
 CP1196  STATE/COUNTY-  LA/EAST CARROLL
 CP1196  USGS QUAD   -  SONDHEIMER (1994)
 CP1196
 CP1196                         *CURRENT SURVEY CONTROL
 CP1196  ___________________________________________________________________
 CP1196* NAD 83(1986)-  32 32 16.     (N)    091 08 00.     (W)     SCALED    
 CP1196* NAVD 88     -        27.03   (+/-2cm)      88.7    (feet)  VERTCON   
 CP1196  ___________________________________________________________________
 CP1196  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP1196
 CP1196  VERT ORDER  -  ? (See Below)
 CP1196
 CP1196.The horizontal coordinates were scaled from a topographic map and have
 CP1196.an estimated accuracy of +/- 6 seconds.
 CP1196
 CP1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1196.The vertical order pertains to the NGVD 29 superseded value.
 CP1196
 CP1196.The geoid height was determined by GEOID03.
 CP1196
 CP1196;                    North         East    Units  Estimated Accuracy
 CP1196;SPC LA N     -   226,750.    1,128,370.      MT  (+/- 180 meters Scaled)
 CP1196
 CP1196                          SUPERSEDED SURVEY CONTROL
 CP1196
 CP1196  NGVD 29 (??/??/92)   27.055  (m)           88.76   (f) ADJ UNCH    ?  
 CP1196
 CP1196.Superseded values are not recommended for survey control.
 CP1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1196.See file dsdata.txt to determine how the superseded data were derived.
 CP1196
 CP1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS752015(NAD 83)
 CP1196_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1196_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1196_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1196
 CP1196  HISTORY     - Date     Condition        Report By
 CP1196  HISTORY     - UNK      MONUMENTED       DOD
 CP1196  HISTORY     - 1934     GOOD             DOD
 CP1196
 CP1196                          STATION DESCRIPTION
 CP1196
 CP1196'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1196'1.5 MI N FROM OMEGA.
 CP1196'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS INCHES ABOVE GROUND.
 CP1196'LOCATED ON RIGHT BANK OF MISS. RIVER, EAST CARROLL PARISH LA., 3 1/2
 CP1196'MILES BY LEVEE BELOW HENDERSON POST OFFICE, 20 FEET WEST OF ROAD AT
 CP1196'CORNER OF WOODS, 1000 FEET SOUTH OF COTTON GIN IN CORNER OF ROADS,
 CP1196'1900 FEET TO THE LAND SIDE OF LEVEE, AT WINNFOREST PLANTATION, 1 1/2
 CP1196'MILES BELOW OMEGA LANDING.  10 FEET WEST OF SMALL CULVERT ACROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1414 ***********************************************************************
 AT1414  TIDAL BM    -  This is a Tidal Bench Mark.
 AT1414  DESIGNATION -  876 0551 M TIDAL
 AT1414  PID         -  AT1414
 AT1414  STATE/COUNTY-  LA/PLAQUEMINES
 AT1414  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT1414
 AT1414                         *CURRENT SURVEY CONTROL
 AT1414  ___________________________________________________________________
 AT1414* NAD 83(1986)-  28 59 05.     (N)    089 08 37.     (W)     SCALED    
 AT1414* NAVD 88     -         0.823  (meters)       2.70   (feet)  READJUSTED
 AT1414  ___________________________________________________________________
 AT1414  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT1414  DYNAMIC HT  -           0.820 (meters)       2.69  (feet)  COMP
 AT1414  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AT1414
 AT1414  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT1414
 AT1414.The horizontal coordinates were scaled from a topographic map and have
 AT1414.an estimated accuracy of +/- 6 seconds.
 AT1414
 AT1414.The orthometric height was determined by differential leveling
 AT1414.and adjusted by the National Geodetic Survey in February 1994..
 AT1414.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT1414.distribution rate of 0.0 thru 1.0 mm/km.
 AT1414.The height was derived from older observations constrained to new
 AT1414.heights in a crustal motion area.  The height is approximate in
 AT1414.relation to other heights in its vicinity.
 AT1414
 AT1414.This Tidal Bench Mark is designated as VM 805
 AT1414.by the Center for Operational Oceanographic Products and Services.
 AT1414
 AT1414.This Tidal Bench Mark is designated as VM 15765
 AT1414.by the Center for Operational Oceanographic Products and Services.
 AT1414
 AT1414.The geoid height was determined by GEOID03.
 AT1414
 AT1414.The dynamic height is computed by dividing the NAVD 88
 AT1414.geopotential number by the normal gravity value computed on the
 AT1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1414.degrees latitude (g = 980.6199 gals.).
 AT1414
 AT1414.The modeled gravity was interpolated from observed gravity values.
 AT1414
 AT1414;                    North         East    Units  Estimated Accuracy
 AT1414;SPC LA S     -    55,770.    1,213,400.      MT  (+/- 180 meters Scaled)
 AT1414
 AT1414                          SUPERSEDED SURVEY CONTROL
 AT1414
 AT1414.No superseded survey control is available for this station.
 AT1414
 AT1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT911081(NAD 83)
 AT1414_MARKER: DJ = TIDAL STATION DISK
 AT1414_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT1414_SP_SET: COPPER-CLAD STEEL ROD
 AT1414_STAMPING: 0551 M 1977
 AT1414_MARK LOGO: NOS   
 AT1414_PROJECTION: RECESSED 30 CENTIMETERS
 AT1414_MAGNETIC: I = MARKER IS A STEEL ROD
 AT1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1414_ROD/PIPE-DEPTH: 3.05 meters
 AT1414
 AT1414  HISTORY     - Date     Condition        Report By
 AT1414  HISTORY     - 1977     MONUMENTED       NOS
 AT1414  HISTORY     - 19800924 GOOD             NGS
 AT1414
 AT1414                          STATION DESCRIPTION
 AT1414
 AT1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AT1414'ABOUT 24.5 MI (39.4 KM) SOUTH-SOUTHEAST OF VENICE, OR 2.7 MI (4.3 KM)
 AT1414'SOUTHEAST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT PORT
 AT1414'EADS, ON THE WEST SIDE OF SOUTH PASS, AT THE ENTRANCE FROM THE GULF
 AT1414'OF MEXICO, 133 FT (40.5 M) WEST OF THE NORTHWEST CORNER OF SIGNAL
 AT1414'BUILDING, 112.0 FT (34.1 M) NORTHEAST OF BENCH MARK 876 0551 P TIDAL,
 AT1414'15.9 FT (4.8 M) SOUTH OF WALK LEADING TO TALL STEEL SIGNAL TOWER AND
 AT1414'3.0 FT (0.9 M) SOUTH-SOUTHWEST OF POWER POLE WITH WITNESS SIGN
 AT1414'ATTACHED.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD DRIVEN TO
 AT1414'REFUSAL (DEPTH NOT REPORTED), ENCASED IN A PIPE 1 FT (0.3 M) BELOW
 AT1414'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1415 ***********************************************************************
 AT1415  TIDAL BM    -  This is a Tidal Bench Mark.
 AT1415  DESIGNATION -  876 0551 N TIDAL
 AT1415  PID         -  AT1415
 AT1415  STATE/COUNTY-  LA/PLAQUEMINES
 AT1415  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT1415
 AT1415                         *CURRENT SURVEY CONTROL
 AT1415  ___________________________________________________________________
 AT1415* NAD 83(1986)-  28 59 05.     (N)    089 08 38.     (W)     SCALED    
 AT1415* NAVD 88     -         0.399  (meters)       1.31   (feet)  READJUSTED
 AT1415  ___________________________________________________________________
 AT1415  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT1415  DYNAMIC HT  -           0.400 (meters)       1.31  (feet)  COMP
 AT1415  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AT1415
 AT1415  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT1415
 AT1415.The horizontal coordinates were scaled from a topographic map and have
 AT1415.an estimated accuracy of +/- 6 seconds.
 AT1415
 AT1415.The orthometric height was determined by differential leveling
 AT1415.and adjusted by the National Geodetic Survey in February 1994..
 AT1415.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT1415.distribution rate of 0.0 thru 1.0 mm/km.
 AT1415.The height was derived from older observations constrained to new
 AT1415.heights in a crustal motion area.  The height is approximate in
 AT1415.relation to other heights in its vicinity.
 AT1415
 AT1415.This Tidal Bench Mark is designated as VM 806
 AT1415.by the Center for Operational Oceanographic Products and Services.
 AT1415
 AT1415.This Tidal Bench Mark is designated as VM 15766
 AT1415.by the Center for Operational Oceanographic Products and Services.
 AT1415
 AT1415.The geoid height was determined by GEOID03.
 AT1415
 AT1415.The dynamic height is computed by dividing the NAVD 88
 AT1415.geopotential number by the normal gravity value computed on the
 AT1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1415.degrees latitude (g = 980.6199 gals.).
 AT1415
 AT1415.The modeled gravity was interpolated from observed gravity values.
 AT1415
 AT1415;                    North         East    Units  Estimated Accuracy
 AT1415;SPC LA S     -    55,770.    1,213,370.      MT  (+/- 180 meters Scaled)
 AT1415
 AT1415                          SUPERSEDED SURVEY CONTROL
 AT1415
 AT1415.No superseded survey control is available for this station.
 AT1415
 AT1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT911081(NAD 83)
 AT1415_MARKER: DJ = TIDAL STATION DISK
 AT1415_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT1415_SP_SET: COPPER-CLAD STEEL ROD
 AT1415_STAMPING: 0551 N 1977
 AT1415_MARK LOGO: NOS   
 AT1415_PROJECTION: RECESSED 30 CENTIMETERS
 AT1415_MAGNETIC: I = MARKER IS A STEEL ROD
 AT1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1415_ROD/PIPE-DEPTH: 3.05 meters
 AT1415
 AT1415  HISTORY     - Date     Condition        Report By
 AT1415  HISTORY     - 1977     MONUMENTED       NOS
 AT1415  HISTORY     - 19800924 GOOD             NGS
 AT1415
 AT1415                          STATION DESCRIPTION
 AT1415
 AT1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AT1415'ABOUT 24.5 MI (39.4 KM) SOUTH-SOUTHEAST OF VENICE, OR 2.7 MI (4.3 KM)
 AT1415'SOUTHEAST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT PORT
 AT1415'EADS, ON THE WEST SIDE OF SOUTH PASS, AT THE ENTRANCE FROM THE GULF
 AT1415'OF MEXICO, 24.1 FT (7.3 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 AT1415'THE ABANDONED U.S. COAST GUARD STATION, 31.6 FT (9.6 M) NORTHWEST OF
 AT1415'THE SOUTHWEST CORNER OF THE COAST GUARD STATION, 57.4 FT (17.5 M)
 AT1415'SOUTH-SOUTHWEST OF BENCH MARK STAMPED N 280 1971, 4 FT (1.2 M) WEST OF
 AT1415'A POWER POLE WITH WITNESS SIGN ATTACHED.  A DISK ON THE TOP OF A
 AT1415'COPPER-COATED STEEL ROD DRIVEN TO REFUSAL (DEPTH UNKNOWN), ENCASED IN
 AT1415'A PIPE THAT IS 1.0 FT (0.3 M) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1413 ***********************************************************************
 AT1413  TIDAL BM    -  This is a Tidal Bench Mark.
 AT1413  DESIGNATION -  876 0551 P TIDAL
 AT1413  PID         -  AT1413
 AT1413  STATE/COUNTY-  LA/PLAQUEMINES
 AT1413  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT1413
 AT1413                         *CURRENT SURVEY CONTROL
 AT1413  ___________________________________________________________________
 AT1413* NAD 83(1986)-  28 59 05.     (N)    089 08 39.     (W)     SCALED    
 AT1413* NAVD 88     -         0.403  (meters)       1.32   (feet)  READJUSTED
 AT1413  ___________________________________________________________________
 AT1413  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT1413  DYNAMIC HT  -           0.400 (meters)       1.31  (feet)  COMP
 AT1413  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AT1413
 AT1413  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT1413
 AT1413.The horizontal coordinates were scaled from a topographic map and have
 AT1413.an estimated accuracy of +/- 6 seconds.
 AT1413
 AT1413.The orthometric height was determined by differential leveling
 AT1413.and adjusted by the National Geodetic Survey in February 1994..
 AT1413.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT1413.distribution rate of 0.0 thru 1.0 mm/km.
 AT1413.The height was derived from older observations constrained to new
 AT1413.heights in a crustal motion area.  The height is approximate in
 AT1413.relation to other heights in its vicinity.
 AT1413
 AT1413.This Tidal Bench Mark is designated as VM 807
 AT1413.by the Center for Operational Oceanographic Products and Services.
 AT1413
 AT1413.This Tidal Bench Mark is designated as VM 15767
 AT1413.by the Center for Operational Oceanographic Products and Services.
 AT1413
 AT1413.The geoid height was determined by GEOID03.
 AT1413
 AT1413.The dynamic height is computed by dividing the NAVD 88
 AT1413.geopotential number by the normal gravity value computed on the
 AT1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1413.degrees latitude (g = 980.6199 gals.).
 AT1413
 AT1413.The modeled gravity was interpolated from observed gravity values.
 AT1413
 AT1413;                    North         East    Units  Estimated Accuracy
 AT1413;SPC LA S     -    55,770.    1,213,350.      MT  (+/- 180 meters Scaled)
 AT1413
 AT1413                          SUPERSEDED SURVEY CONTROL
 AT1413
 AT1413.No superseded survey control is available for this station.
 AT1413
 AT1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT911081(NAD 83)
 AT1413_MARKER: DJ = TIDAL STATION DISK
 AT1413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT1413_SP_SET: COPPER-CLAD STEEL ROD
 AT1413_STAMPING: 0551 P 1977
 AT1413_MARK LOGO: NOS   
 AT1413_PROJECTION: RECESSED 30 CENTIMETERS
 AT1413_MAGNETIC: I = MARKER IS A STEEL ROD
 AT1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1413_ROD/PIPE-DEPTH: 3.05 meters
 AT1413
 AT1413  HISTORY     - Date     Condition        Report By
 AT1413  HISTORY     - 1977     MONUMENTED       NOS
 AT1413  HISTORY     - 19800924 GOOD             NGS
 AT1413
 AT1413                          STATION DESCRIPTION
 AT1413
 AT1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AT1413'ABOUT 24.5 MI (39.4 KM) SOUTH-SOUTHEAST OF VENICE, OR 2.7 MI (4.3 KM)
 AT1413'SOUTHEST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT PORT
 AT1413'EADS, ON THE WEST SIDE OF SOUTH PASS, AT THE ENTRANCE FROM THE GULF
 AT1413'OF MEXICO. 22.31 METERS (73.20 FT) 73.2 FT (22.3 M) SOUTH OF WALK
 AT1413'LEADING TO TALL STEEL SIGNAL TOWER, 112.0 FT (34.1 M) SOUTHWEST OF
 AT1413'BENCH MARK 0551 M, (1807.7 FT) 130.0 FT (39.6 M) NORTHWEAT OF BENCH
 AT1413'MARK 0551 R, 2.5 FT (0.8 M) SOUTHWEST OF 20 FOOT (6.1 M) POLE WITH
 AT1413'WITNESS SIGN ATTACHED.  A DISK ON THE TOP OF A COPPER-COATED STEEL
 AT1413'ROD DRIVEN TO REFUSAL, ENCASED IN A PIPE THAT IS 1.0 FT (0.3 M) BELOW
 AT1413'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1412 ***********************************************************************
 AT1412  TIDAL BM    -  This is a Tidal Bench Mark.
 AT1412  DESIGNATION -  876 0551 R TIDAL
 AT1412  PID         -  AT1412
 AT1412  STATE/COUNTY-  LA/PLAQUEMINES
 AT1412  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT1412
 AT1412                         *CURRENT SURVEY CONTROL
 AT1412  ___________________________________________________________________
 AT1412* NAD 83(1986)-  28 59 04.     (N)    089 08 37.     (W)     SCALED    
 AT1412* NAVD 88     -         0.708  (meters)       2.32   (feet)  READJUSTED
 AT1412  ___________________________________________________________________
 AT1412  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT1412  DYNAMIC HT  -           0.710 (meters)       2.33  (feet)  COMP
 AT1412  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AT1412
 AT1412  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT1412
 AT1412.The horizontal coordinates were scaled from a topographic map and have
 AT1412.an estimated accuracy of +/- 6 seconds.
 AT1412
 AT1412.The orthometric height was determined by differential leveling
 AT1412.and adjusted by the National Geodetic Survey in February 1994..
 AT1412.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT1412.distribution rate of 0.0 thru 1.0 mm/km.
 AT1412.The height was derived from older observations constrained to new
 AT1412.heights in a crustal motion area.  The height is approximate in
 AT1412.relation to other heights in its vicinity.
 AT1412
 AT1412.This Tidal Bench Mark is designated as VM 808
 AT1412.by the Center for Operational Oceanographic Products and Services.
 AT1412
 AT1412.This Tidal Bench Mark is designated as VM 15768
 AT1412.by the Center for Operational Oceanographic Products and Services.
 AT1412
 AT1412.The geoid height was determined by GEOID03.
 AT1412
 AT1412.The dynamic height is computed by dividing the NAVD 88
 AT1412.geopotential number by the normal gravity value computed on the
 AT1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1412.degrees latitude (g = 980.6199 gals.).
 AT1412
 AT1412.The modeled gravity was interpolated from observed gravity values.
 AT1412
 AT1412;                    North         East    Units  Estimated Accuracy
 AT1412;SPC LA S     -    55,740.    1,213,400.      MT  (+/- 180 meters Scaled)
 AT1412
 AT1412                          SUPERSEDED SURVEY CONTROL
 AT1412
 AT1412.No superseded survey control is available for this station.
 AT1412
 AT1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT911081(NAD 83)
 AT1412_MARKER: DJ = TIDAL STATION DISK
 AT1412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT1412_SP_SET: COPPER-CLAD STEEL ROD
 AT1412_STAMPING: 0551 R 1977
 AT1412_MARK LOGO: NOS   
 AT1412_PROJECTION: PROJECTING 15 CENTIMETERS
 AT1412_MAGNETIC: I = MARKER IS A STEEL ROD
 AT1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1412_ROD/PIPE-DEPTH: 3.05 meters
 AT1412
 AT1412  HISTORY     - Date     Condition        Report By
 AT1412  HISTORY     - 1977     MONUMENTED       NOS
 AT1412  HISTORY     - 19800924 GOOD             NGS
 AT1412
 AT1412                          STATION DESCRIPTION
 AT1412
 AT1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AT1412'ABOUT 24.5 MI (39.4 KM) SOUTH-SOUTHEAST OF VENICE, OR 2.7 MI (4.3 KM)
 AT1412'SOUTHEAST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT PORT
 AT1412'EADS, ON THE WEST SIDE OF SOUTH PASS, AT THE ENTRANCE FROM THE GULF
 AT1412'OF MEXICO, 228.6 FT (69.7 M) SOUTHWEST OF THE SOUTWEST CORNER OF A
 AT1412'SIGNAL BUILDING, 39.62 M (129.99 FT) SOUTHEAST OF BENCH MARK 876 0051
 AT1412'P TIDAL.  THE BENCH MARK IS INSIDE A 2.0-FT DIAMETER OIL DRUM THAT
 AT1412'PROJECTS 2.5 FT (0.8 M) ABOVE THE GROUND SURFACE.  A DISK ON THE TOP
 AT1412'OF A COPPER-COATED STEEL ROD DRIVEN TO REFUSAL (DEPTH UNKNOWN),
 AT1412'ENCASED IN A PIPE THAT PROJECTS 0.5 FT (0.2 M) ABOVE THE SURFACE OF
 AT1412'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1411 ***********************************************************************
 AT1411  TIDAL BM    -  This is a Tidal Bench Mark.
 AT1411  DESIGNATION -  876 0551 S TIDAL
 AT1411  PID         -  AT1411
 AT1411  STATE/COUNTY-  LA/PLAQUEMINES
 AT1411  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT1411
 AT1411                         *CURRENT SURVEY CONTROL
 AT1411  ___________________________________________________________________
 AT1411* NAD 83(1986)-  28 59 04.     (N)    089 08 38.     (W)     SCALED    
 AT1411* NAVD 88     -         0.801  (meters)       2.63   (feet)  READJUSTED
 AT1411  ___________________________________________________________________
 AT1411  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT1411  DYNAMIC HT  -           0.800 (meters)       2.62  (feet)  COMP
 AT1411  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AT1411
 AT1411  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT1411
 AT1411.The horizontal coordinates were scaled from a topographic map and have
 AT1411.an estimated accuracy of +/- 6 seconds.
 AT1411
 AT1411.The orthometric height was determined by differential leveling
 AT1411.and adjusted by the National Geodetic Survey in February 1994..
 AT1411.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT1411.distribution rate of 0.0 thru 1.0 mm/km.
 AT1411.The height was derived from older observations constrained to new
 AT1411.heights in a crustal motion area.  The height is approximate in
 AT1411.relation to other heights in its vicinity.
 AT1411
 AT1411.This Tidal Bench Mark is designated as VM 816
 AT1411.by the Center for Operational Oceanographic Products and Services.
 AT1411
 AT1411.This Tidal Bench Mark is designated as VM 15769
 AT1411.by the Center for Operational Oceanographic Products and Services.
 AT1411
 AT1411.The geoid height was determined by GEOID03.
 AT1411
 AT1411.The dynamic height is computed by dividing the NAVD 88
 AT1411.geopotential number by the normal gravity value computed on the
 AT1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1411.degrees latitude (g = 980.6199 gals.).
 AT1411
 AT1411.The modeled gravity was interpolated from observed gravity values.
 AT1411
 AT1411;                    North         East    Units  Estimated Accuracy
 AT1411;SPC LA S     -    55,740.    1,213,370.      MT  (+/- 180 meters Scaled)
 AT1411
 AT1411                          SUPERSEDED SURVEY CONTROL
 AT1411
 AT1411.No superseded survey control is available for this station.
 AT1411
 AT1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT911081(NAD 83)
 AT1411_MARKER: DJ = TIDAL STATION DISK
 AT1411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT1411_SP_SET: COPPER-CLAD STEEL ROD
 AT1411_STAMPING: 0551 S 1977
 AT1411_MARK LOGO: NOS   
 AT1411_PROJECTION: RECESSED 30 CENTIMETERS
 AT1411_MAGNETIC: I = MARKER IS A STEEL ROD
 AT1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1411_ROD/PIPE-DEPTH: 3.05 meters
 AT1411
 AT1411  HISTORY     - Date     Condition        Report By
 AT1411  HISTORY     - 1977     MONUMENTED       NOS
 AT1411  HISTORY     - 19800924 GOOD             NGS
 AT1411
 AT1411                          STATION DESCRIPTION
 AT1411
 AT1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AT1411'ABOUT 24.5 MI (39.4 KM) SOUTH-SOUTHEAST OF VENICE, OR 2.7 MI (4.3 KM)
 AT1411'SOUTHEAST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT PORT
 AT1411'EADS, ON THE WEST SIDE OF SOUTH PASS, AT THE ENTRANCE FROM THE GULF
 AT1411'OF MEXICO, ABOUT 150 FT (45.7 M) WEST OF HIGH WATER LINE, 498.0 FT
 AT1411'(151.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A SIGNAL BUILDING. THE
 AT1411'BENCH MARK IS INSIDE A 2.0-FT DIAMETER OIL DRUM THAT PROJECTS 2.5 FT
 AT1411'(0.8 M) ABOVE THE GROUND SURFACE.  A DISK ON TOP OF A COPPER-COATED
 AT1411'ROD DRIVEN TO REFUSAL (DEPTH NOT REPORTED), ENCASED IN A PIPE 1 FT
 AT1411'(0.3 M) BELOW THE GROUND SURFACE.  1.5 FT (0.5 M) EAST OF A WITNESS
 AT1411'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7269 ***********************************************************************
 AH7269  FBN         -  This is a Federal Base Network Control Station.
 AH7269  DESIGNATION -  876 0551 T TIDAL
 AH7269  PID         -  AH7269
 AH7269  STATE/COUNTY-  LA/PLAQUEMINES
 AH7269  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AH7269
 AH7269                         *CURRENT SURVEY CONTROL
 AH7269  ___________________________________________________________________
 AH7269* NAD 83(1992)-  28 59 27.77103(N)    089 08 30.63880(W)     ADJUSTED  
 AH7269* NAVD 88     -         0.8    (meters)       3.     (feet)  GPS OBS   
 AH7269  ___________________________________________________________________
 AH7269  X           -      83,621.550 (meters)                     COMP
 AH7269  Y           -  -5,582,672.902 (meters)                     COMP
 AH7269  Z           -   3,073,022.208 (meters)                     COMP
 AH7269  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AH7269  ELLIP HEIGHT-         -22.92  (meters)          (06/20/00) GPS OBS
 AH7269  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AH7269
 AH7269  HORZ ORDER  -  A
 AH7269  ELLP ORDER  -  THIRD     CLASS I
 AH7269
 AH7269.The horizontal coordinates were established by GPS observations
 AH7269.and adjusted by the National Geodetic Survey in June 2000..
 AH7269
 AH7269.The orthometric height was determined by GPS observations and a
 AH7269.high-resolution geoid model.
 AH7269
 AH7269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7269
 AH7269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7269
 AH7269.The ellipsoidal height was determined by GPS observations
 AH7269.and is referenced to NAD 83.
 AH7269
 AH7269.The geoid height was determined by GEOID03.
 AH7269
 AH7269;                    North         East     Units Scale Factor Converg.
 AH7269;SPC LA S     -    56,474.837 1,213,558.726   MT  1.00007975   +1 05 44.8
 AH7269;SPC LA S     -   185,284.53  3,981,483.92   sFT  1.00007975   +1 05 44.8
 AH7269;UTM  16      - 3,208,884.582   291,340.601   MT  1.00013730   -1 02 18.5
 AH7269
 AH7269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7269!SPC LA S     -   1.00000360  x   1.00007975  =   1.00008335
 AH7269!UTM  16      -   1.00000360  x   1.00013730  =   1.00014090
 AH7269
 AH7269                          SUPERSEDED SURVEY CONTROL
 AH7269
 AH7269  NAD 83(1992)-  28 59 27.77093(N)    089 08 30.63847(W) AD(       ) B
 AH7269  ELLIP H (03/10/99)  -22.90   (m)                       GP(       ) 3 1
 AH7269
 AH7269.Superseded values are not recommended for survey control.
 AH7269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7269.See file dsdata.txt to determine how the superseded data were derived.
 AH7269
 AH7269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9134108885(NAD 83)
 AH7269_MARKER: DJ = TIDAL STATION DISK
 AH7269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7269_STAMPING: 0551 T 1990
 AH7269_MARK LOGO: NOS   
 AH7269_PROJECTION: FLUSH
 AH7269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7269+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1998
 AH7269_ROD/PIPE-DEPTH: 14.6 meters
 AH7269
 AH7269  HISTORY     - Date     Condition        Report By
 AH7269  HISTORY     - 1990     MONUMENTED       NOS
 AH7269  HISTORY     - 19980309 GOOD             NGS
 AH7269
 AH7269                          STATION DESCRIPTION
 AH7269
 AH7269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AH7269'THE STATION IS LOCATED ABOUT 31 MI (49.9 KM) SOUTH OF VENICE, AT SOUTH
 AH7269'PASS, ABOUT 0.1 MI (0.2 KM) EAST OF THE COAST GUARD FOG HORN ANTENNA.
 AH7269'THE STATION CAN BE REACHED BY BOAT FROM VENICE, BY TRAVELING SOUTH ON
 AH7269'THE MISSISSIPPI RIVER TO SOUTH PASS AND THE GULF OF MEXICO.  DOCK AT
 AH7269'THE NOAA TIDE STATION AND THE STATION ARE ON THE ISLAND.  THE DISK IS
 AH7269'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 48 FT (14.6 M) TO
 AH7269'REFUSAL, ENCASED IN A PVC PIPE AND SURROUNDED BY FOUR 4 X 4 INCH
 AH7269'POSTS.  LOCATED IN THE VICINITY OF THE SHORE END OF THE DOCK, 173 FT
 AH7269'(52.7 M) NORTHWEST OF A STEEL TOWER, 146 FT (44.5 M) WEST-NORTHWEST OF
 AH7269'THE BEND IN THE DOCK, 2.6 FT (0.8 M) SOUTHWEST OF A POWER POLE AND
 AH7269'NEXT TO AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0521 ***********************************************************************
 AT0521  DESIGNATION -  876 0551 TIDAL 1
 AT0521  PID         -  AT0521
 AT0521  STATE/COUNTY-  LA/PLAQUEMINES
 AT0521  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT0521
 AT0521                         *CURRENT SURVEY CONTROL
 AT0521  ___________________________________________________________________
 AT0521* NAD 83(1986)-  28 59 04.     (N)    089 08 36.     (W)     SCALED    
 AT0521* NAVD 88     -         0.158  (meters)       0.52   (feet)  READJUSTED
 AT0521  ___________________________________________________________________
 AT0521  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT0521  DYNAMIC HT  -           0.160 (meters)       0.52  (feet)  COMP
 AT0521  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AT0521
 AT0521  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0521
 AT0521.The horizontal coordinates were scaled from a topographic map and have
 AT0521.an estimated accuracy of +/- 6 seconds.
 AT0521
 AT0521.The orthometric height was determined by differential leveling
 AT0521.and adjusted by the National Geodetic Survey in February 1994..
 AT0521.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0521.distribution rate of 0.0 thru 1.0 mm/km.
 AT0521.The height was derived from older observations constrained to new
 AT0521.heights in a crustal motion area.  The height is approximate in
 AT0521.relation to other heights in its vicinity.
 AT0521
 AT0521.The geoid height was determined by GEOID03.
 AT0521
 AT0521.The dynamic height is computed by dividing the NAVD 88
 AT0521.geopotential number by the normal gravity value computed on the
 AT0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0521.degrees latitude (g = 980.6199 gals.).
 AT0521
 AT0521.The modeled gravity was interpolated from observed gravity values.
 AT0521
 AT0521;                    North         East    Units  Estimated Accuracy
 AT0521;SPC LA S     -    55,740.    1,213,430.      MT  (+/- 180 meters Scaled)
 AT0521
 AT0521                          SUPERSEDED SURVEY CONTROL
 AT0521
 AT0521  NGVD 29 (??/??/??)    0.237  (m)            0.78   (f) ADJUSTED    1 1
 AT0521
 AT0521.Superseded values are not recommended for survey control.
 AT0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0521.See file dsdata.txt to determine how the superseded data were derived.
 AT0521
 AT0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT911081(NAD 83)
 AT0521_MARKER: N = NAIL
 AT0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AT0521_SP_SET: WOODEN PILING
 AT0521_STAMPING: 1
 AT0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0521
 AT0521  HISTORY     - Date     Condition        Report By
 AT0521  HISTORY     - UNK      MONUMENTED       CGS
 AT0521  HISTORY     - 1971     GOOD             NGS
 AT0521  HISTORY     - 19800924 MARK NOT FOUND   NGS
 AT0521
 AT0521                          STATION DESCRIPTION
 AT0521
 AT0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0521'2.7 MI SE FROM PORT EADS.
 AT0521'ABOUT 2.7 MILES SOUTHEAST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0521'THE LIGHTHOUSE AT PORT EADS, NEAR A US COAST GUARD STATION., SET IN
 AT0521'THE TOP OF A WOODEN PILING FORMING THE WEST JETTY, 40 FEET SOUTHEAST
 AT0521'OF A WOODEN WALKWAY LEADING FROM THE DOCK, AND ABOUT 30 FEET EAST OF
 AT0521'THE TIDE GAUGE.
 AT0521
 AT0521                          STATION RECOVERY (1980)
 AT0521
 AT0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AT0521'A SEARCH WAS MADE FOR THIS MARK AND IT COULD NOT BE FOUND.  AT THIS
 AT0521'DATE JUST A FEW TOP OF ROCKS THAT FORM THE JETTY WERE EXPOSED AND THE
 AT0521'COPPER NAIL AND WASHER COULD NOT BE SEEN IN ANY OF THE FEW PILINGS
 AT0521'THAT COULD BE SEEN BELOW WATER LEVEL THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0520 ***********************************************************************
 AT0520  DESIGNATION -  876 0551 TIDE STAFF 6 FT
 AT0520  PID         -  AT0520
 AT0520  STATE/COUNTY-  LA/PLAQUEMINES
 AT0520  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT0520
 AT0520                         *CURRENT SURVEY CONTROL
 AT0520  ___________________________________________________________________
 AT0520* NAD 83(1986)-  28 59 04.     (N)    089 08 35.     (W)     SCALED    
 AT0520* NAVD 88     -         0.49   (+/-2cm)       1.6    (feet)  VERTCON   
 AT0520  ___________________________________________________________________
 AT0520  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT0520
 AT0520  VERT ORDER  -  ? (See Below)
 AT0520
 AT0520.The horizontal coordinates were scaled from a topographic map and have
 AT0520.an estimated accuracy of +/- 6 seconds.
 AT0520
 AT0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0520.The vertical order pertains to the NGVD 29 superseded value.
 AT0520
 AT0520.The geoid height was determined by GEOID03.
 AT0520
 AT0520;                    North         East    Units  Estimated Accuracy
 AT0520;SPC LA S     -    55,740.    1,213,460.      MT  (+/- 180 meters Scaled)
 AT0520
 AT0520                          SUPERSEDED SURVEY CONTROL
 AT0520
 AT0520  NGVD 29 (??/??/??)    0.566  (m)            1.86   (f) ADJUSTED    ?  
 AT0520
 AT0520.Superseded values are not recommended for survey control.
 AT0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0520.See file dsdata.txt to determine how the superseded data were derived.
 AT0520
 AT0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT912081(NAD 83)
 AT0520_MARKER: Z = SEE DESCRIPTION
 AT0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AT0520_SP_SET: PILING
 AT0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0520
 AT0520  HISTORY     - Date     Condition        Report By
 AT0520  HISTORY     - UNK      MONUMENTED       CGS
 AT0520  HISTORY     - 1971     GOOD             NGS
 AT0520
 AT0520                          STATION DESCRIPTION
 AT0520
 AT0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0520'1.6 MI SE FROM PORT EADS.
 AT0520'STAFF IS FASTENED ON THE WEST SIDE OF A PILING IN A BREAKWATER WHICH
 AT0520'IS LOCATED NEAR THE SOUTH CORNER OF A SMALL DOCK.  ABOUT 30 FEET WEST
 AT0520'OF BENCH MARK 1 1959 DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7222 ***********************************************************************
 AB7222  TIDAL BM    -  This is a Tidal Bench Mark.
 AB7222  DESIGNATION -  876 0551 V TIDAL
 AB7222  PID         -  AB7222
 AB7222  STATE/COUNTY-  LA/PLAQUEMINES
 AB7222  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AB7222
 AB7222                         *CURRENT SURVEY CONTROL
 AB7222  ___________________________________________________________________
 AB7222* NAD 83(1992)-  28 59 22.70795(N)    089 08 31.68799(W)     ADJUSTED  
 AB7222* NAVD 88     -         0.6    (meters)       2.     (feet)  GPS OBS   
 AB7222  ___________________________________________________________________
 AB7222  X           -      83,594.279 (meters)                     COMP
 AB7222  Y           -  -5,582,748.544 (meters)                     COMP
 AB7222  Z           -   3,072,885.680 (meters)                     COMP
 AB7222  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AB7222  ELLIP HEIGHT-         -23.29  (meters)          (02/20/02) GPS OBS
 AB7222  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AB7222
 AB7222  HORZ ORDER  -  FIRST
 AB7222  ELLP ORDER  -  FOURTH    CLASS I
 AB7222
 AB7222.The horizontal coordinates were established by GPS observations
 AB7222.and adjusted by the National Geodetic Survey in October 1996..
 AB7222
 AB7222.The orthometric height was determined by GPS observations and a
 AB7222.high-resolution geoid model.
 AB7222
 AB7222.This Tidal Bench Mark is designated as VM 813
 AB7222.by the Center for Operational Oceanographic Products and Services.
 AB7222
 AB7222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7222
 AB7222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7222
 AB7222.The ellipsoidal height was determined by GPS observations
 AB7222.and is referenced to NAD 83.
 AB7222
 AB7222.The geoid height was determined by GEOID03.
 AB7222
 AB7222;                    North         East     Units Scale Factor Converg.
 AB7222;SPC LA S     -    56,318.430 1,213,533.309   MT  1.00008018   +1 05 44.3
 AB7222;SPC LA S     -   184,771.38  3,981,400.53   sFT  1.00008018   +1 05 44.3
 AB7222;UTM  16      - 3,208,729.221   291,309.376   MT  1.00013747   -1 02 18.8
 AB7222
 AB7222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7222!SPC LA S     -   1.00000366  x   1.00008018  =   1.00008384
 AB7222!UTM  16      -   1.00000366  x   1.00013747  =   1.00014113
 AB7222
 AB7222                          SUPERSEDED SURVEY CONTROL
 AB7222
 AB7222  ELLIP H (10/01/96)  -23.28   (m)                       GP(       ) 3 1
 AB7222
 AB7222.Superseded values are not recommended for survey control.
 AB7222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7222.See file dsdata.txt to determine how the superseded data were derived.
 AB7222
 AB7222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9130908729(NAD 83)
 AB7222_MARKER: DB = BENCH MARK DISK
 AB7222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB7222_STAMPING: 0551 V 1990
 AB7222_MARK LOGO: NGS   
 AB7222_PROJECTION: FLUSH
 AB7222_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB7222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7222+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AB7222_ROD/PIPE-DEPTH: 12   meters
 AB7222
 AB7222  HISTORY     - Date     Condition        Report By
 AB7222  HISTORY     - 1990     MONUMENTED       NOS
 AB7222
 AB7222                          STATION DESCRIPTION
 AB7222
 AB7222'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 AB7222'THE STATION IS LOCATED AT SOUTH PASS ON THE WEST BANK BETWEEN THE
 AB7222'PILOT STATION (ABANDONED) AND THE COAST GUARD STATION (ABANDONED) AND
 AB7222'SW OF THE OF THE COAST GUARD STATION.  TO REACH THE STATION BY BOAT
 AB7222'FROM PORT EADS, PROCEED SE FOR ABOUT 2.7 MI (4.3 KM) TO THE SW BANK OF
 AB7222'SOUTH PASS AND TO THE STATION.  THE MARK IS LOCATED BETWEEN THE STEEL
 AB7222'TOWER AT THE END OF THE DOCK AND A SET OF RANGE POLES SOUTH OF IT, 420
 AB7222'FT (128.0 M) SSW OF THE STEEL TOWER, 2.2 FT (0.7 M) WEST OF A 4X4 IN
 AB7222'5.3 FT (1.6 M) HIGH POST AND NEXT TO AN ORANGE WITNESS POST. THE MARK
 AB7222'IS CRIMPED TO A STAINLESS STEEL ROD DRIVEN 40 FT (12.2 M) TO REFUSAL
 AB7222'AND ENCASED IN A PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7224 ***********************************************************************
 AB7224  DESIGNATION -  876 0721 D TIDAL
 AB7224  PID         -  AB7224
 AB7224  STATE/COUNTY-  LA/PLAQUEMINES
 AB7224  USGS QUAD   -  PILOTTOWN (1993)
 AB7224
 AB7224                         *CURRENT SURVEY CONTROL
 AB7224  ___________________________________________________________________
 AB7224* NAD 83(1992)-  29 10 49.61191(N)    089 15 24.95170(W)     ADJUSTED  
 AB7224* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AB7224  **This station is located in a subsidence area (see below).
 AB7224  ___________________________________________________________________
 AB7224  X           -      72,275.431 (meters)                     COMP
 AB7224  Y           -  -5,572,625.341 (meters)                     COMP
 AB7224  Z           -   3,091,367.253 (meters)                     COMP
 AB7224  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AB7224  ELLIP HEIGHT-         -23.25  (meters)          (02/20/02) GPS OBS
 AB7224  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AB7224
 AB7224  HORZ ORDER  -  FIRST
 AB7224  ELLP ORDER  -  FOURTH    CLASS I
 AB7224
 AB7224.The horizontal coordinates were established by GPS observations
 AB7224.and adjusted by the National Geodetic Survey in October 1996..
 AB7224
 AB7224 ** The orthometric height has not been validated since last determined
 AB7224 ** by differential leveling and should not be used for control purposes.
 AB7224 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AB7224 ** area with valid NAVD 88 orthometric heights.
 AB7224 ** The geoid height was determined by a new realization of GEOID03 for the
 AB7224 ** epoch indicated which incorporates improved geoid heights for the
 AB7224 ** Southern Louisiana Subsidence area.
 AB7224 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AB7224.The orthometric height was determined by GPS observations and a
 AB7224.high-resolution geoid model.
 AB7224
 AB7224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7224
 AB7224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7224
 AB7224.The ellipsoidal height was determined by GPS observations
 AB7224.and is referenced to NAD 83.
 AB7224
 AB7224.The geoid height was determined by GEOID03.
 AB7224
 AB7224;                    North         East     Units Scale Factor Converg.
 AB7224;SPC LA S     -    77,256.230 1,201,964.472   MT  1.00002746   +1 02 17.6
 AB7224;SPC LA S     -   253,464.81  3,943,445.11   sFT  1.00002746   +1 02 17.6
 AB7224;UTM  16      - 3,230,086.179   280,527.959   MT  1.00019442   -1 06 03.0
 AB7224
 AB7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7224!SPC LA S     -   1.00000365  x   1.00002746  =   1.00003111
 AB7224!UTM  16      -   1.00000365  x   1.00019442  =   1.00019807
 AB7224
 AB7224                          SUPERSEDED SURVEY CONTROL
 AB7224
 AB7224  ELLIP H (10/01/96)  -23.19   (m)                       GP(       ) 3 1
 AB7224
 AB7224.Superseded values are not recommended for survey control.
 AB7224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7224.See file dsdata.txt to determine how the superseded data were derived.
 AB7224
 AB7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8052830086(NAD 83)
 AB7224_MARKER: DJ = TIDAL STATION DISK
 AB7224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB7224_STAMPING: 0721 D 1982
 AB7224_MARK LOGO: NOS   
 AB7224_PROJECTION: RECESSED 1 CENTIMETERS
 AB7224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB7224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7224+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AB7224_ROD/PIPE-DEPTH: 20   meters
 AB7224
 AB7224  HISTORY     - Date     Condition        Report By
 AB7224  HISTORY     - 1982     MONUMENTED       NOS
 AB7224
 AB7224                          STATION DESCRIPTION
 AB7224
 AB7224'DESCRIBED BY NATIONAL OCEAN SERVICE 1982
 AB7224'THE STATION IS LOCATED AT THE PILOTS ASSOCIATION HOUSE IN PILOTTOWN ON
 AB7224'THE EAST BANK OF THE MISSISSIPPI RIVER.  TO REACH THE STATION FROM
 AB7224'ELLZY MARINA IN VENICE, PROCEED BY BOAT SOUTH ON THE MISSISSIPPI RIVER
 AB7224'FOR 9 MI (14.5 KM) TO PILOTTOWN ON THE EAST BANK OF THE RIVER AND THE
 AB7224'MARK ALONG THE N/S ELEVATED WALKWAY AT PILOTTOWN.  THE STATION IS A
 AB7224'STANDARD NOS BENCHMARK DISK CRIMPED TO A STATINLESS STEEL ROD DRIVEN
 AB7224'20 M (65.6 FT) TO SUBSTANTIAL RESISTANCE AND ENCASED IN A 4 INCH PVC
 AB7224'PIPE AND CONCRETE KICKBLOCK.  IT IS 14 M (45.9 FT) WSW OF THE WEST
 AB7224'EDGE OF THE PORCH OF THE BAR PILOTS ASSOCIATION HOUSE, 10 M (32.8 FT)
 AB7224'NNW OF THE CENTERLINE OF THE MAIN WOODEN WALKWAY TO THE HOUSE, AND 8 M
 AB7224'(26.2 FT) ENE OF THE CENTERLINE OF THE PILOTTOWN MAIN CONCRETE
 AB7224'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1390 ***********************************************************************
 AT1390  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT1390  CBN         -  This is a Cooperative Base Network Control Station.
 AT1390  TIDAL BM    -  This is a Tidal Bench Mark.
 AT1390  DESIGNATION -  876 0849 A TIDAL
 AT1390  PID         -  AT1390
 AT1390  STATE/COUNTY-  LA/PLAQUEMINES
 AT1390  USGS QUAD   -  VENICE (1993)
 AT1390
 AT1390                         *CURRENT SURVEY CONTROL
 AT1390  ___________________________________________________________________
 AT1390* NAD 83(1992)-  29 16 00.52805(N)    089 21 10.35554(W)     ADJUSTED  
 AT1390* NAVD 88     -         0.85 **(meters)       2.8  **(feet)  GPS OBS(2004.65)
 AT1390  **This station is located in a subsidence area (see below).
 AT1390  ___________________________________________________________________
 AT1390  EPOCH DATE  -        2004.65
 AT1390  X           -      62,890.828 (meters)                     COMP
 AT1390  Y           -  -5,568,065.416 (meters)                     COMP
 AT1390  Z           -   3,099,721.603 (meters)                     COMP
 AT1390  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AT1390  ELLIP HEIGHT-         -23.10  (meters)          (06/22/05) GPS OBS
 AT1390  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AT1390  DYNAMIC HT  -           0.85  (meters)       2.8   (feet)  COMP
 AT1390  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 AT1390
 AT1390  HORZ ORDER  -  B
 AT1390  VERT ORDER  -  THIRD (See Below)
 AT1390  ELLP ORDER  -  FOURTH    CLASS I
 AT1390
 AT1390.The horizontal coordinates were established by GPS observations
 AT1390.and adjusted by the National Geodetic Survey in June 2005..
 AT1390.The horizontal coordinates are valid at the epoch date displayed above.
 AT1390.The epoch date for horizontal control is a decimal equivalence
 AT1390.of Year/Month/Day.
 AT1390
 AT1390 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1390 ** and geoid heights are valid at the date of observation. These heights
 AT1390 ** must always be validated when used as control.
 AT1390 ** The orthometric height was determined by GPS observations using
 AT1390 ** precise GPS observation and processing techniques and a new
 AT1390 ** realization of GEOID03. It supersedes the leveled height previously
 AT1390 ** determined for this station.
 AT1390 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1390 ** epoch indicated which incorporates improved geoid heights for the
 AT1390 ** Southern Louisiana Subsidence area.
 AT1390 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1390.The orthometric height was determined by GPS observations and a
 AT1390.high-resolution geoid model using precise GPS observation and
 AT1390.processing techniques. It supersedes the leveled height previously
 AT1390.determined for this station.
 AT1390.WARNING-GPS observations at this control monument resulted in a GPS
 AT1390.derived orthometric height which differed from the leveled height by
 AT1390.more than one decimeter (0.1 meter).
 AT1390.The vertical order pertains to the first NAVD 88 superseded value.
 AT1390
 AT1390.This Tidal Bench Mark is designated as VM 7119
 AT1390.by the Center for Operational Oceanographic Products and Services.
 AT1390
 AT1390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1390
 AT1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1390
 AT1390.The ellipsoidal height was determined by GPS observations
 AT1390.and is referenced to NAD 83.
 AT1390
 AT1390.The geoid height was determined by GEOID03.
 AT1390
 AT1390.The dynamic height is computed by dividing the NAVD 88
 AT1390.geopotential number by the normal gravity value computed on the
 AT1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1390.degrees latitude (g = 980.6199 gals.).
 AT1390
 AT1390.The modeled gravity was interpolated from observed gravity values.
 AT1390
 AT1390;                    North         East     Units Scale Factor Converg.
 AT1390;SPC LA S     -    86,662.482 1,192,467.694   MT  1.00000719   +0 59 24.9
 AT1390;SPC LA S     -   284,325.16  3,912,287.76   sFT  1.00000719   +0 59 24.9
 AT1390;UTM  16      - 3,239,842.470   271,387.201   MT  1.00024495   -1 09 02.8
 AT1390
 AT1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1390!SPC LA S     -   1.00000363  x   1.00000719  =   1.00001082
 AT1390!UTM  16      -   1.00000363  x   1.00024495  =   1.00024858
 AT1390
 AT1390                          SUPERSEDED SURVEY CONTROL
 AT1390
 AT1390  NAD 83(1992)-  29 16 00.52801(N)    089 21 10.35545(W) AD(       ) B
 AT1390  ELLIP H (12/29/04)  -23.08   (m)                       GP(       ) 4 1
 AT1390  ELLIP H (02/12/02)  -23.00   (m)                       GP(       ) 3 1
 AT1390  ELLIP H (01/21/93)  -22.93   (m)                       GP(       ) 4 2
 AT1390  NAD 83(1992)-  29 16 00.52708(N)    089 21 10.35407(W) AD(       ) A
 AT1390  ELLIP H (09/04/92)  -22.93   (m)                       GP(       ) 3 1
 AT1390  NAD 83(1986)-  29 16 00.54307(N)    089 21 10.34917(W) AD(       ) 1
 AT1390  NAD 27      -  29 15 59.73455(N)    089 21 10.16568(W) AD(       ) 1
 AT1390  NAVD 88 (08/31/01)    0.972  (m)            3.19   (f) READJUSTED  3  
 AT1390  NGVD 29 (12/01/98)    1.046  (m)            3.43   (f) ADJUSTED    2 1
 AT1390
 AT1390.Superseded values are not recommended for survey control.
 AT1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1390.See file dsdata.txt to determine how the superseded data were derived.
 AT1390
 AT1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7138739842(NAD 83)
 AT1390_MARKER: DJ = TIDAL STATION DISK
 AT1390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AT1390_SP_SET: STAINLESS STEEL ROD
 AT1390_STAMPING: 0849 A 1985
 AT1390_MARK LOGO: NGS   
 AT1390_PROJECTION: FLUSH
 AT1390_MAGNETIC: I = MARKER IS A STEEL ROD
 AT1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1390+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 AT1390_ROD/PIPE-DEPTH: 20.0 meters
 AT1390
 AT1390  HISTORY     - Date     Condition        Report By
 AT1390  HISTORY     - 1985     MONUMENTED       NGS
 AT1390  HISTORY     - 1987     GOOD             LADTD
 AT1390  HISTORY     - 19880920 GOOD             LADTD
 AT1390  HISTORY     - 19890126 GOOD
 AT1390  HISTORY     - 19910903 GOOD             LADTD
 AT1390  HISTORY     - 19920318 GOOD
 AT1390  HISTORY     - 19920330 GOOD
 AT1390  HISTORY     - 19930809 GOOD             LADTD
 AT1390  HISTORY     - 19960214 GOOD             NOS
 AT1390  HISTORY     - 19960320 GOOD             NGS
 AT1390  HISTORY     - 20021120 GOOD             3001
 AT1390  HISTORY     - 20040501 GOOD             NGS
 AT1390  HISTORY     - 20050614 MARK NOT FOUND   JCLS
 AT1390  HISTORY     - 20051007 GOOD             NGS
 AT1390
 AT1390                          STATION DESCRIPTION
 AT1390
 AT1390'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AT1390'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AT1390'NO PREVIOUS DATA WAS AVAILABLE AT THE TIME OF RECOVERY.  A COMPLETE
 AT1390'NEW DESCRIPTION FOLLOWS.
 AT1390'
 AT1390'THE STATION IS LOCATED AT THE SOUTH END OF VENICE, ALONG A SHELL
 AT1390'LANE LEADING TO THE U.S. CORPS OF ENGINEERS VENICE SUB-OFFICE.
 AT1390'OWNERSHIP--UNKNOWN
 AT1390'
 AT1390'TO REACH THE STATION FROM THE VENICE POST OFFICE NEAR THE NORTH END
 AT1390'OF TOWN AT A 125-METER HIGH MICROWAVE ANTENNA, GO
 AT1390'SOUTHEAST FOR 1.4 KM (0.9 MI) ON STATE HIGHWAY 23 TO A CURVE RIGHT
 AT1390'AT THE SOUTHEAST END OF TOWN.
 AT1390'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 AT1390'0.54 KM (0.35 MI) ON HIGHWAY 23 TO A T-ROAD.
 AT1390'TURN LEFT AND GO NORTHEAST FOR 0.1 KM (0.15 MI) ON THE OLD HIGHWAY
 AT1390'TO A SHELL ROAD ON THE RIGHT.
 AT1390'TURN RIGHT AND GO SOUTHEAST FOR 0.26 KM (0.15 MI) ON THE SHELL ROAD
 AT1390'TO THE STATION ON THE LEFT, BETWEEN THE ENTRANCE GATE TO THE
 AT1390'FREEPORT SULPHUR COMPANY AND THE ENTRANCE GATE TO THE CORPS OF
 AT1390'ENGINEERS OFFICE.
 AT1390'
 AT1390'THE STATION IS A STANDARD NOS DISK
 AT1390'STAMPED---0849 A 1985---,
 AT1390'ATTACHED TO A STEEL ROD INSIDE A SLEEVE AND SURROUNDED BY A 40-CM
 AT1390'CIRCULAR CONCRETE MASS FLUSH WITH THE GROUND
 AT1390'13.5 METERS (44 FT) EAST-NORTHEAST FROM A FIRE HYDRANT,
 AT1390'9.5 METERS (31 FT) NORTHEAST FROM THE CENTER OF THE SHELL ROAD,
 AT1390'1 METERS (3 FT) NORTHWEST FROM THE NORTHWEST END OF A WOOD FENCE,
 AT1390'0.8 METERS (2.5 FT) SOUTHWEST FROM A CYCLONE FENCE AND
 AT1390'0.6 METERS (2 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 AT1390
 AT1390                          STATION RECOVERY (1988)
 AT1390
 AT1390'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AT1390'THE STATION IS LOCATED AT THE SOUTH END OF VENICE ALONG A SHELL LANE
 AT1390'LEADING TO THE U S CORPS OF ENGINEERS VENICE SUB-OFFICE.
 AT1390'OWNERSHIP--UNKNOWN
 AT1390'TO REACH THE STATION FROM THE VENICE POST OFFICE NEAR THE NORTH END OF
 AT1390'TOWN AT A 125 M (410.1 FT) HIGH MICROWAVE ANTENNA GO SOUTHEAST FOR 1.4
 AT1390'KM (0.85 MI) ON STATE HIGHWAY 23 TO A CURVE RIGHT AT THE SOUTHEAST END
 AT1390'OF TOWN.  CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR 0.54 KM
 AT1390'(0.35 MI) ON HIGHWAY 23 TO A T-ROAD.  TURN LEFT AND GO NORTHEAST FOR
 AT1390'0.1 KM (0.05 MI) ON THE OLD HIGHWAY TO A SHELL ROAD ON THE RIGHT.
 AT1390'TURN RIGHT AND GO SOUTHEAST FOR 0.26 KM (0.15 MI) ON THE SHELL ROAD TO
 AT1390'THE STATION ON THE LEFT, BETWEEN THE ENTRANCE GATE TO THE FREEPORT
 AT1390'SULFUR COMPANY AND THE ENTRANCE GATE TO THE CORPS OF ENGINEERS OFFICE.
 AT1390'THE STATION IS INSIDE A 5-INCH PVC PIPE SURROUNDED BY A MASS OF
 AT1390'CONCRETE, 13.5 M (44.3 FT) EAST-NORTHEAST FROM A FIRE HYDRANT, 9.5 M
 AT1390'(31.2 FT) NORTHEAST FROM THE CENTER OF THE SHELL ROAD, 1 M (3.3 FT)
 AT1390'NORTHWEST FROM THE NORTHWEST END OF A WOOD FENCE, 0.8 M (2.6 FT)
 AT1390'SOUTHWEST FROM A CYCLONE FENCE AND 0.6 M (2.0 FT) SOUTHWEST FROM A
 AT1390'FIBERGLASS WITNESS POST.
 AT1390
 AT1390                          STATION RECOVERY (1989)
 AT1390
 AT1390'RECOVERED 1989
 AT1390'RECOVERED IN GOOD CONDITION.
 AT1390
 AT1390                          STATION RECOVERY (1991)
 AT1390
 AT1390'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AT1390'THE STATION IS LOCATED AT THE SOUTH END OF VENICE, ALONG A SHELL LANE
 AT1390'LEADING TO THE U.S. CORPS OF ENGINEERS VENICE SUB-OFFICE.
 AT1390'OWNERSHIP--UNKNOWN.
 AT1390'TO REACH THE STATION FROM THE VENICE POST OFFICE NEAR THE NORTH END OF
 AT1390'TOWN AT A 410 FT (125.0 M) HIGH MICROWAVE ANTENNA, GO SOUTHEAST FOR
 AT1390'0.9 MI (1.4 KM) ON STATE HIGHWAY 23 TO A CURVE RIGHT AT THE SOUTHEAST
 AT1390'END OF TOWN, CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR 0.35 MI
 AT1390'(0.56 KM) ON HIGHWAY 23 TO A T-ROAD, TURN LEFT AND GO NORTHEAST FOR
 AT1390'0.05 MI (0.08 KM) ON THE OLD HIGHWAY TO A SHELL ROAD ON THE RIGHT,
 AT1390'TURN RIGHT AND GO SOUTHEAST FOR 0.15 MI (0.24 KM) ON THE SHELL ROAD
 AT1390'TO THE STATION ON THE LEFT, SET BETWEEN THE ENTRANCE GATE TO THE
 AT1390'FREEPORT SULPHUR COMPANY AND THE ENTRANCE GATE TO THE CORPS OF
 AT1390'ENGINEERS OFFICE.
 AT1390'THE STATION IS 44.0 FT (13.4 M) EAST-NORTHEAST FROM A FIRE HYDRANT,
 AT1390'31.0 FT (9.4 M) NORTHEAST FROM THE CENTER OF THE SHELL ROAD, 3.0 FT
 AT1390'(0.9 M) NORTHWEST FROM THE NORTHWEST END OF A WOOD FENCE, 2.5 FT
 AT1390'(0.8 M) SOUTHWEST FROM A CYCLONE FENCE, 2.0 FT (0.6 M) SOUTHWEST FROM
 AT1390'A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 AT1390'THE SHELL ROAD.
 AT1390
 AT1390                          STATION RECOVERY (1992)
 AT1390
 AT1390'RECOVERED 1992
 AT1390'RECOVERED IN GOOD CONDITION.
 AT1390
 AT1390                          STATION RECOVERY (1992)
 AT1390
 AT1390'RECOVERED 1992
 AT1390'RECOVERED IN GOOD CONDITION.
 AT1390
 AT1390                          STATION RECOVERY (1993)
 AT1390
 AT1390'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 AT1390'THE STATION IS LOCATED AT THE SOUTH END OF VENICE ALONG A SHELL LANE
 AT1390'LEADING TO THE U S CORP OF ENGINEERS VENICE SUB-OFFICE.
 AT1390'OWNERSHIP--PLAQUEMINES PARISH.  TO REACH THE STATION FROM THE POST
 AT1390'OFFICE IN VENICE, GO SOUTHEAST FOR 0.9 MI (1.4 KM) ON STATE HIGHWAY 23
 AT1390'TO A CURVE RIGHT AT THE SOUTHEAST END OF TOWN.  CONTINUE STRAIGHT
 AT1390'AHEAD AND GO SOUTHEAST FOR 0.35 MI (0.56 KM) ON HIGHWAY 23 TO A
 AT1390'T-ROAD.  TURN LEFT AND GO NORTHEAST FOR 0.05 MI (0.08 KM) ON THE OLD
 AT1390'HIGHWAY TO A SHELL ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.15
 AT1390'MI (0.24 KM) ON THE SHELL ROAD TO THE STATION ON THE LEFT SET BETWEEN
 AT1390'THE ENTRANCE GATES TO THE FREEPORT SULPHUR COMPANY AND THE CORP OF
 AT1390'ENGINEERS OFFICE.  THE STATION IS 44.0 FT (13.4 M) EAST-NORTHEAST FROM
 AT1390'A FIRE HYDRAND, 31.0 FT (9.4 M) NORTHEAST FROM THE CENTER OF THE SHELL
 AT1390'ROAD, 3.0 FT (0.9 M) NORTHWEST FROM THE NORTHWEST END OF A WOOD RAIL
 AT1390'FENCE, 2.5 FT (0.8 M) SOUTHWEST FROM A CYCLONE FENCE, 2.0 FT (0.6 M)
 AT1390'SOUTHWEST FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND
 AT1390'SURFACE AND ABOUT LEVEL WITH THE ROAD.
 AT1390
 AT1390                          STATION RECOVERY (1996)
 AT1390
 AT1390'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (RPB)
 AT1390'RECOVERED AS DESCRIBED.
 AT1390
 AT1390                          STATION RECOVERY (1996)
 AT1390
 AT1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AT1390'RECOVERED AS DESCRIBED.
 AT1390
 AT1390                          STATION RECOVERY (2002)
 AT1390
 AT1390'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AT1390'THE STATION IS LOCATED IN VENICE, 8 MILES SOUTH SOUTHEAST OF BURAS, AT
 AT1390'THE END OF HWY. 23  ON A GRAVEL ROAD LEADING TO NEW CONSTRUCTION AT
 AT1390'THE TIME OF RECON AND A RED AND WHITE  TOWER. (LOCATION OF NEW
 AT1390'BUILDING WILL BE A WILDLIFE AND FISHERIES HEADQUARTER).
 AT1390' 
 AT1390'OWNERSHIP- PLAQUEMINES PARISH
 AT1390' 
 AT1390'TO REACH THE STATION FROM THE INTERSECTION OF THE POST OFFICE AND HWY.
 AT1390'23 GO SOUTHEAST  ON HWY. 23 FOR .9 MILES TO A CURVE TO THE RIGHT, GO
 AT1390'AROUND CURVE TO A CROSS ROAD ( JUMP  BASIN RD.), TURN LEFT FOR .05
 AT1390'MILES TO A SHELL ROAS TO RIGHT (OFFSHORE SHIPYARD RD.) TURN  RIGHT AND
 AT1390'GO SOUTHEAST FOR .15 MILES TO A MARK ON THE LEFT ALONG A FENCE LINE
 AT1390'JUST  BEFORE ENTERING INTO A GATE.
 AT1390' 
 AT1390'THE STATION IS 45' EAST NORTHEAST OF A FIRE HYDRANT, 83' NORTHO F A
 AT1390'POWER POLE NEXT TO A  POWER POLE WITH 2 TRANSFORMERS, 31' NORTHEAST
 AT1390'FROM THE CENTERLINE OF A SHELL RD.,  STATION IS A TIDAL DISK ON A
 AT1390'STEEL ROD DRIVEN 20 METERS INTO THE GROUND SURROUNDED BY A  MASS OF
 AT1390'CONCRETE 40 CM. IN DIAMETER, STAMPED 0849A 1985.
 AT1390
 AT1390                          STATION RECOVERY (2004)
 AT1390
 AT1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT1390'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE MARK IS 1.6 FT
 AT1390'NORTHEAST OF  THE CYCLONE FENCE WHICH HAS BEEN PUSHED OVER.   THE
 AT1390'CORPS OF ENGINEERS BUILDING IS NOW  OCCUPIED BY THE DEPARTMENT OF THE
 AT1390'INTERIORS US FISH AND WILDLIFE SERVICE.  NOTE--A LOT OF  CLEARING IS
 AT1390'EVIDENT AT THIS TIME BUT THE STABILITY OF THE MARK HAS NOT BEEN
 AT1390'AFFECTED.
 AT1390
 AT1390                          STATION RECOVERY (2005)
 AT1390
 AT1390'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (RDH)
 AT1390'MONUMENT IS BELIEVED TO BE OBLITERATED DUE TO RECENT CLEARING OF LAND
 AT1390'WITH HEAVY EQUIPMENT.  ATTEMPTS TO LOCATE MONUMENT BY PREVIOUS CALLS
 AT1390'WERE UNSUCCESSFUL.
 AT1390
 AT1390                          STATION RECOVERY (2005)
 AT1390
 AT1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 AT1390'RECOVERED AS DESCRIBED WITH NEW REFERENCES.  23.7 M NORTH FROM THE
 AT1390'NORTH 1 OF 2 YELLOW KEYPAD SUPPORT POSTS, 13.7 M EAST FROM A RED FIRE
 AT1390'HYDRANT, 8.0 M NORTHEAST FROM THE CENTER OF A GRAVEL ROAD, 1.0 M
 AT1390'NORTHEAST FROM A METAL POST WITH WITNESS SIGN ATTACHED, 0.5 M FROM A
 AT1390'CARSONITE WITNESS POST, AND 0.3 M BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1391 ***********************************************************************
 AT1391  TIDAL BM    -  This is a Tidal Bench Mark.
 AT1391  DESIGNATION -  876 1207 B TIDAL
 AT1391  PID         -  AT1391
 AT1391  STATE/COUNTY-  LA/PLAQUEMINES
 AT1391  USGS QUAD   -  EMPIRE (1992)
 AT1391
 AT1391                         *CURRENT SURVEY CONTROL
 AT1391  ___________________________________________________________________
 AT1391* NAD 83(1992)-  29 22 33.27169(N)    089 36 00.21192(W)     ADJUSTED  
 AT1391* NAVD 88     -         0.6  **(meters)       2.   **(feet)  VERTCON   
 AT1391  **This station is located in a subsidence area (see below).
 AT1391  ___________________________________________________________________
 AT1391  X           -      38,827.534 (meters)                     COMP
 AT1391  Y           -  -5,562,362.824 (meters)                     COMP
 AT1391  Z           -   3,110,264.310 (meters)                     COMP
 AT1391  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1391  ELLIP HEIGHT-         -23.78  (meters)          (09/30/02) GPS OBS
 AT1391  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AT1391
 AT1391  HORZ ORDER  -  FIRST
 AT1391  ELLP ORDER  -  FOURTH    CLASS II
 AT1391
 AT1391.The horizontal coordinates were established by GPS observations
 AT1391.and adjusted by the National Geodetic Survey in January 1993..
 AT1391
 AT1391 ** The orthometric height has not been validated since last determined
 AT1391 ** by differential leveling and should not be used for control purposes.
 AT1391 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1391 ** area with valid NAVD 88 orthometric heights.
 AT1391 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1391 ** epoch indicated which incorporates improved geoid heights for the
 AT1391 ** Southern Louisiana Subsidence area.
 AT1391 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1391
 AT1391.This Tidal Bench Mark is designated as VM 7140
 AT1391.by the Center for Operational Oceanographic Products and Services.
 AT1391
 AT1391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1391
 AT1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1391
 AT1391.The ellipsoidal height was determined by GPS observations
 AT1391.and is referenced to NAD 83.
 AT1391
 AT1391.The geoid height was determined by GEOID03.
 AT1391
 AT1391;                    North         East     Units Scale Factor Converg.
 AT1391;SPC LA S     -    98,364.035 1,168,264.716   MT  0.99998480   +0 51 60.0
 AT1391;SPC LA S     -   322,716.00  3,832,881.82   sFT  0.99998480   +0 51 60.0
 AT1391;UTM  16      - 3,252,444.403   247,630.889   MT  1.00038596   -1 16 34.0
 AT1391
 AT1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1391!SPC LA S     -   1.00000373  x   0.99998480  =   0.99998853
 AT1391!UTM  16      -   1.00000373  x   1.00038596  =   1.00038970
 AT1391
 AT1391                          SUPERSEDED SURVEY CONTROL
 AT1391
 AT1391  ELLIP H (01/21/93)  -23.76   (m)                       GP(       ) 4 2
 AT1391  NAD 83(1986)-  29 22 33.28902(N)    089 36 00.20958(W) AD(       ) 1
 AT1391  NAD 27      -  29 22 32.49232(N)    089 35 59.99985(W) AD(       ) 1
 AT1391  NGVD 29 (05/20/88)    0.7    (m)            2.     (f) GPS OBS        
 AT1391
 AT1391.Superseded values are not recommended for survey control.
 AT1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1391.See file dsdata.txt to determine how the superseded data were derived.
 AT1391
 AT1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4763152444(NAD 83)
 AT1391_MARKER: DB = BENCH MARK DISK
 AT1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AT1391_SP_SET: STAINLESS STEEL ROD
 AT1391_STAMPING: 1207 B 1985
 AT1391_MARK LOGO: NOS   
 AT1391_PROJECTION: FLUSH
 AT1391_MAGNETIC: I = MARKER IS A STEEL ROD
 AT1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1391+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1989
 AT1391_ROD/PIPE-DEPTH: 18.3 meters
 AT1391
 AT1391  HISTORY     - Date     Condition        Report By
 AT1391  HISTORY     - UNK      MONUMENTED
 AT1391  HISTORY     - 1987     GOOD             LADTD
 AT1391  HISTORY     - 19880920 GOOD             LADTD
 AT1391  HISTORY     - 19890119 GOOD
 AT1391
 AT1391                          STATION DESCRIPTION
 AT1391
 AT1391'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AT1391'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AT1391'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AT1391'
 AT1391'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 AT1391'SOUTH OF THE DOULLUT CANAL BRIDE AT EMPIRE ON STATE HIGHWAY 23 SET
 AT1391'NEAR THE CORP OF ENGINEERS OFFICE.
 AT1391'OWNERSHIP--PLAQUEMINES PARISH. MRS. GERMAN P CURLEY, BURAS LEVEE
 AT1391'DISTRICT COURTHOUSE, POINT-A-LA-HACHE, LOUISIANA 70082.
 AT1391'
 AT1391'TO REACH THE STATION FROM THE DOULLUT CANAL BRIDGE AT EMPIRE, GO
 AT1391'SOUTH FOR 1.9 KM (1.2 MI) ON STATE HIGHWAY 23 TO A SERVICE ROAD ON
 AT1391'THE RIGHT,
 AT1391'TURN RIGHT AND GO WEST FOR 0.2 KM (0.1 MI) ON THE SERVICE ROAD TO A
 AT1391'LOCKED GATE ON THE LEFT,
 AT1391'TURN LEFT AND GO THOUGH THE GATE ON A SHELL
 AT1391'ROAD ALONG THE LEVEE TO THE CORPS OF ENGINEERS FLOODGATE, AND THE
 AT1391'BENCH MARK.
 AT1391'
 AT1391'THE STATION IS A STANDARD NOS DISK
 AT1391'STAMPED---1207 B 1985---,
 AT1391'CRIMPED ON A STAINLESS STEEL ROD DRIVEN 18.3 METERS
 AT1391'(60 FT) AND ENCASED IN AN 5-INCH PVC PIPE AND CONCRETE KICKBLOCK.
 AT1391'6 METERS (19.8 FT) SOUTH-SOUTHWEST FROM THE TOP BRACKET OF A GUY
 AT1391'WIRE ANCHOR ASSEMBLY,
 AT1391'3.9 METERS (12.8 FT) SOUTHEAST FROM A RAILROAD SPIKE ON THE SOUTH
 AT1391'SIDE OF A POLE AND
 AT1391'0.5 METERS (1.7 FT) SOUTHWEST FROM A STANDARD NOS WITNESS POST.
 AT1391
 AT1391                          STATION RECOVERY (1988)
 AT1391
 AT1391'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AT1391'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTH OF THE DOULLUT
 AT1391'CANAL BRIDGE AT EMPIRE ON STATE HIGHWAY 23 SET NEAR THE CORP OF
 AT1391'ENGINEERS OFFICE.  OWNERSHIP--PLAQUEMINES PARISH, C/O MRS. GERMAN P
 AT1391'CURLEY, BURAS LEVEE DISTRICT COURTHOUSE,POINT-A-LA-HACHE, LOUISIANA
 AT1391'70082.
 AT1391'TO REACH THE STATION FROM THE DOULLUT CANAL BRIDGE AT EMPIRE GO SOUTH
 AT1391'FOR 1.9 KM (1.20 MI) ON HIGHWAY 23 TO A SERVICE ROAD ON THE RIGHT.
 AT1391'TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE SERVICE ROAD TO A
 AT1391'GATE ON THE LEFT.  TURN LEFT AND GO THROUGH THE GATE ON A SHELL ROAD
 AT1391'ALONG THE LEVEE TO THE CORPS OF ENGINEERS FLOODGATE AND THE BENCH
 AT1391'MARK.
 AT1391'THE STATION IS 6 M (19.7 FT) SOUTH-SOUTHWEST FROM THE TOP BRACKET OF A
 AT1391'GUY WIRE ANCHOR ASSEMBLY, 3.9 M (12.8 FT) SOUTHEAST FROM A RAILROAD
 AT1391'SPIKE ON THE SOUTH SIDE OF A POLE AND 0.5 M (1.6 FT) SOUTHWEST FROM A
 AT1391'STANDARD NOS WITNESS POST.
 AT1391
 AT1391                          STATION RECOVERY (1989)
 AT1391
 AT1391'RECOVERED 1989
 AT1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9067 ***********************************************************************
 DH9067  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH9067  DESIGNATION -  876 1494 C TIDAL
 DH9067  PID         -  DH9067
 DH9067  STATE/COUNTY-  LA/PLAQUEMINES
 DH9067  USGS QUAD   -  POINTE A LA HACHE (1992)
 DH9067
 DH9067                         *CURRENT SURVEY CONTROL
 DH9067  ___________________________________________________________________
 DH9067* NAD 83(1992)-  29 34 19.21106(N)    089 48 13.15403(W)     ADJUSTED  
 DH9067* NAVD 88     -         0.58 **(meters)       1.9  **(feet)  GPS OBS(2004.65)
 DH9067  **This station is located in a subsidence area (see below).
 DH9067  ___________________________________________________________________
 DH9067  EPOCH DATE  -        2004.65
 DH9067  X           -      19,025.360 (meters)                     COMP
 DH9067  Y           -  -5,551,770.851 (meters)                     COMP
 DH9067  Z           -   3,129,186.792 (meters)                     COMP
 DH9067  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DH9067  ELLIP HEIGHT-         -24.14  (meters)          (04/11/06) GPS OBS
 DH9067  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DH9067
 DH9067  HORZ ORDER  -  B
 DH9067  ELLP ORDER  -  FOURTH    CLASS II
 DH9067
 DH9067.The horizontal coordinates were established by GPS observations
 DH9067.and adjusted by the National Geodetic Survey in April 2006..
 DH9067.The horizontal coordinates are valid at the epoch date displayed above.
 DH9067.The epoch date for horizontal control is a decimal equivalence
 DH9067.of Year/Month/Day.
 DH9067
 DH9067 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH9067 ** and geoid heights are valid at the date of observation. These heights
 DH9067 ** must always be validated when used as control.
 DH9067 ** The orthometric height was determined by GPS observations using
 DH9067 ** precise GPS observation and processing techniques and a new
 DH9067 ** realization of GEOID03. It supersedes the leveled height previously
 DH9067 ** determined for this station.
 DH9067 ** The geoid height was determined by a new realization of GEOID03 for the
 DH9067 ** epoch indicated which incorporates improved geoid heights for the
 DH9067 ** Southern Louisiana Subsidence area.
 DH9067 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH9067.The orthometric height was determined by GPS observations and a
 DH9067.high-resolution geoid model using precise GPS observation and
 DH9067.processing techniques.
 DH9067
 DH9067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9067
 DH9067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9067
 DH9067.The ellipsoidal height was determined by GPS observations
 DH9067.and is referenced to NAD 83.
 DH9067
 DH9067.The geoid height was determined by GEOID03.
 DH9067
 DH9067;                    North         East     Units Scale Factor Converg.
 DH9067;SPC LA S     -   119,815.801 1,148,211.007   MT  0.99995357   +0 45 53.5
 DH9067;SPC LA S     -   393,095.67  3,767,088.95   sFT  0.99995357   +0 45 53.5
 DH9067;UTM  16      - 3,274,642.674   228,385.294   MT  1.00051039   -1 23 04.2
 DH9067
 DH9067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9067!SPC LA S     -   1.00000379  x   0.99995357  =   0.99995736
 DH9067!UTM  16      -   1.00000379  x   1.00051039  =   1.00051418
 DH9067
 DH9067                          SUPERSEDED SURVEY CONTROL
 DH9067
 DH9067.No superseded survey control is available for this station.
 DH9067
 DH9067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2838574643(NAD 83)
 DH9067_MARKER: DJ = TIDAL STATION DISK
 DH9067_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH9067+WITH SETTING: PAVEMENT
 DH9067_SP_SET: SET
 DH9067_MARK LOGO: NOS   
 DH9067_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9067+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2006
 DH9067
 DH9067  HISTORY     - Date     Condition        Report By
 DH9067  HISTORY     - UNK      MONUMENTED       NOS
 DH9067  HISTORY     - 20060123 GOOD             3001
 DH9067
 DH9067                          STATION DESCRIPTION
 DH9067
 DH9067'DESCRIBED BY 3001, INC 2006 (JCP)
 DH9067'THE STATION IS LOCATED IN WEST POINT-A-LA-HACHE, 19.5 MI (31.38 KM)
 DH9067'SOUTHEAST OF LAFITTE, 9.1 MI (14.65 KM) NORTHWEST OF PORT SULPHUR.
 DH9067'OWNERSHIP - PORT SULPHUR WATER WORKS DEPARTMENT.
 DH9067' 
 DH9067'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 23 AND 406 IN
 DH9067'BELLE CHASSE, GO SOUTHEAST ON HIGHWAY 23 FOR 28.3 MI (45.54 KM) TO THE
 DH9067'PORT SULPHUR WATER WORKS PLANT ON THE LEFT.  TURN LEFT ON A GRAVEL
 DH9067'ROAD LOCATED ON THE NORTHWEST SIDE OF THE FACILITY.  FOLLOW THE GRAVEL
 DH9067'ROAD APPROXIMATELY 450 FT (137.2 M) TO ANOTHER GRAVEL ROAD LEADING
 DH9067'NORTHEAST.  FOLLOW THE GRAVEL ROAD NORTHEAST APPROXIMATELY 200 FT
 DH9067'(61.0 M) TO THE MARK ON THE LEFT.  THE STATION IS A BRASS DISK SET IN
 DH9067'CONCRETE SLAB LOCATED NEAR THE NORTHEAST CORNER OF THE 8X17X0.75 FT
 DH9067'(2.4 M) SLAB, 7.3 FT (2.2 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DH9067'SLAB, 23.3 FT (7.1 M) NORTHEAST OF THE NORTHEAST CORNER OF A PIPE
 DH9067'RACK, 0.8 FT (0.2 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE
 DH9067'SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7178 ***********************************************************************
 AB7178  TIDAL BM    -  This is a Tidal Bench Mark.
 AB7178  DESIGNATION -  876 1534 B TIDAL
 AB7178  PID         -  AB7178
 AB7178  STATE/COUNTY-  LA/ST TAMMANY
 AB7178  USGS QUAD   -  NORTH SHORE (1994)
 AB7178
 AB7178                         *CURRENT SURVEY CONTROL
 AB7178  ___________________________________________________________________
 AB7178* NAD 83(1992)-  30 13 44.39881(N)    089 51 05.24728(W)     ADJUSTED  
 AB7178* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AB7178  **This station is located in a subsidence area (see below).
 AB7178  ___________________________________________________________________
 AB7178  X           -      14,299.211 (meters)                     COMP
 AB7178  Y           -  -5,515,479.095 (meters)                     COMP
 AB7178  Z           -   3,192,319.905 (meters)                     COMP
 AB7178  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AB7178  ELLIP HEIGHT-         -25.81  (meters)          (02/20/02) GPS OBS
 AB7178  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AB7178
 AB7178  HORZ ORDER  -  FIRST
 AB7178  ELLP ORDER  -  FOURTH    CLASS I
 AB7178
 AB7178.The horizontal coordinates were established by GPS observations
 AB7178.and adjusted by the National Geodetic Survey in October 1996..
 AB7178
 AB7178 ** The orthometric height has not been validated since last determined
 AB7178 ** by differential leveling and should not be used for control purposes.
 AB7178 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AB7178 ** area with valid NAVD 88 orthometric heights.
 AB7178 ** The geoid height was determined by a new realization of GEOID03 for the
 AB7178 ** epoch indicated which incorporates improved geoid heights for the
 AB7178 ** Southern Louisiana Subsidence area.
 AB7178 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AB7178.The orthometric height was determined by GPS observations and a
 AB7178.high-resolution geoid model.
 AB7178
 AB7178.This Tidal Bench Mark is designated as VM 11617
 AB7178.by the Center for Operational Oceanographic Products and Services.
 AB7178
 AB7178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7178
 AB7178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7178
 AB7178.The ellipsoidal height was determined by GPS observations
 AB7178.and is referenced to NAD 83.
 AB7178
 AB7178.The geoid height was determined by GEOID03.
 AB7178
 AB7178;                    North         East     Units Scale Factor Converg.
 AB7178;SPC LA S     -   192,572.528 1,142,637.820   MT  0.99993364   +0 44 27.4
 AB7178;SPC LA S     -   631,798.37  3,748,804.25   sFT  0.99993364   +0 44 27.4
 AB7178;UTM  16      - 3,347,600.738   225,560.870   MT  1.00052930   -1 26 11.3
 AB7178
 AB7178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7178!SPC LA S     -   1.00000405  x   0.99993364  =   0.99993769
 AB7178!UTM  16      -   1.00000405  x   1.00052930  =   1.00053336
 AB7178
 AB7178                          SUPERSEDED SURVEY CONTROL
 AB7178
 AB7178  ELLIP H (10/01/96)  -25.80   (m)                       GP(       ) 1 2
 AB7178
 AB7178.Superseded values are not recommended for survey control.
 AB7178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7178.See file dsdata.txt to determine how the superseded data were derived.
 AB7178
 AB7178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2556147601(NAD 83)
 AB7178_MARKER: DJ = TIDAL STATION DISK
 AB7178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB7178_STAMPING: 1534 B 1982
 AB7178_MARK LOGO: NOS   
 AB7178_PROJECTION: RECESSED 2 CENTIMETERS
 AB7178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7178+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AB7178_ROD/PIPE-DEPTH: 20   meters
 AB7178
 AB7178  HISTORY     - Date     Condition        Report By
 AB7178  HISTORY     - 1982     MONUMENTED       NOS
 AB7178
 AB7178                          STATION DESCRIPTION
 AB7178
 AB7178'DESCRIBED BY NATIONAL OCEAN SERVICE 1982
 AB7178'TO REACH THE SITE PROCEED WEST ON CARR DRIVE APPROXIMATELY 2.4 MI (3.9
 AB7178'KM) FROM ITS INTERSECTION WITH U.S.  HWY 11 ON THE NORTH SHORE OF LAKE
 AB7178'PONCHARTRAIN TO THE PRIVATE RESIDENCE OF MS.  LUCILLE R. MOCKLIN, 387
 AB7178'CARR DRIVE.  THE STATION IS ON THE PRIVATE DOCK AT THE REAR OF THE
 AB7178'RESIDENCE.  THE BENCHMARK IS LOCATED 261 FT (79.6 M) ENE OF THE NORTH
 AB7178'SHORE OF LAKE PONCHARTRAIN, 31 FT (9.4 M) NNW OF THE CENTERLINE OF A
 AB7178'BOAT RAMP NORTH OF CARR DRIVE, 19 FT (5.8 M) ENE OF THE CENTERLINE OF
 AB7178'CARR DRIVE, 15 FT (4.6 M) WSW OF THE HIGH WATER MARK ON THE SW SHORE
 AB7178'OF FACINE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1392 ***********************************************************************
 AT1392  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT1392  TIDAL BM    -  This is a Tidal Bench Mark.
 AT1392  DESIGNATION -  876 1602 C TIDAL
 AT1392  PID         -  AT1392
 AT1392  STATE/COUNTY-  LA/PLAQUEMINES
 AT1392  USGS QUAD   -  LAKE LAURIER (1992)
 AT1392
 AT1392                         *CURRENT SURVEY CONTROL
 AT1392  ___________________________________________________________________
 AT1392* NAD 83(1992)-  29 33 33.83227(N)    089 53 05.03636(W)     ADJUSTED  
 AT1392* NAVD 88     -         0.16 **(meters)       0.5  **(feet)  GPS OBS(2004.65)
 AT1392  **This station is located in a subsidence area (see below).
 AT1392  ___________________________________________________________________
 AT1392  EPOCH DATE  -        2004.65
 AT1392  X           -      11,170.500 (meters)                     COMP
 AT1392  Y           -  -5,552,481.276 (meters)                     COMP
 AT1392  Z           -   3,127,971.300 (meters)                     COMP
 AT1392  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AT1392  ELLIP HEIGHT-         -24.55  (meters)          (04/11/06) GPS OBS
 AT1392  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AT1392
 AT1392  HORZ ORDER  -  B
 AT1392  ELLP ORDER  -  FOURTH    CLASS II
 AT1392
 AT1392.The horizontal coordinates were established by GPS observations
 AT1392.and adjusted by the National Geodetic Survey in April 2006..
 AT1392.The horizontal coordinates are valid at the epoch date displayed above.
 AT1392.The epoch date for horizontal control is a decimal equivalence
 AT1392.of Year/Month/Day.
 AT1392
 AT1392 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1392 ** and geoid heights are valid at the date of observation. These heights
 AT1392 ** must always be validated when used as control.
 AT1392 ** The orthometric height was determined by GPS observations using
 AT1392 ** precise GPS observation and processing techniques and a new
 AT1392 ** realization of GEOID03. It supersedes the leveled height previously
 AT1392 ** determined for this station.
 AT1392 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1392 ** epoch indicated which incorporates improved geoid heights for the
 AT1392 ** Southern Louisiana Subsidence area.
 AT1392 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1392.The orthometric height was determined by GPS observations and a
 AT1392.high-resolution geoid model using precise GPS observation and
 AT1392.processing techniques.
 AT1392
 AT1392.This Tidal Bench Mark is designated as VM 15137
 AT1392.by the Center for Operational Oceanographic Products and Services.
 AT1392
 AT1392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1392
 AT1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1392
 AT1392.The ellipsoidal height was determined by GPS observations
 AT1392.and is referenced to NAD 83.
 AT1392
 AT1392.The geoid height was determined by GEOID03.
 AT1392
 AT1392;                    North         East     Units Scale Factor Converg.
 AT1392;SPC LA S     -   118,316.659 1,140,373.391   MT  0.99995523   +0 43 27.5
 AT1392;SPC LA S     -   388,177.24  3,741,375.03   sFT  0.99995523   +0 43 27.5
 AT1392;UTM  16      - 3,273,437.764   220,492.381   MT  1.00056408   -1 25 26.5
 AT1392
 AT1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1392!SPC LA S     -   1.00000386  x   0.99995523  =   0.99995909
 AT1392!UTM  16      -   1.00000386  x   1.00056408  =   1.00056794
 AT1392
 AT1392                          SUPERSEDED SURVEY CONTROL
 AT1392
 AT1392  ELLIP H (09/30/02)  -24.50   (m)                       GP(       ) 4 2
 AT1392  NAD 83(1992)-  29 33 33.83137(N)    089 53 05.03563(W) AD(       ) 1
 AT1392  ELLIP H (01/21/93)  -24.50   (m)                       GP(       ) 4 2
 AT1392  NAD 83(1986)-  29 33 33.84850(N)    089 53 05.03545(W) AD(       ) 1
 AT1392  NAD 27      -  29 33 33.07216(N)    089 53 04.79385(W) AD(       ) 1
 AT1392  NGVD 29 (05/20/88)    0.6    (m)            2.     (f) GPS OBS        
 AT1392
 AT1392.Superseded values are not recommended for survey control.
 AT1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1392.See file dsdata.txt to determine how the superseded data were derived.
 AT1392
 AT1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2049273438(NAD 83)
 AT1392_MARKER: DJ = TIDAL STATION DISK
 AT1392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AT1392_SP_SET: STAINLESS STEEL ROD
 AT1392_STAMPING: 1602 C 1985
 AT1392_MARK LOGO: NOS   
 AT1392_PROJECTION: FLUSH
 AT1392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1392+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 AT1392_ROD/PIPE-DEPTH: 22.0 meters
 AT1392
 AT1392  HISTORY     - Date     Condition        Report By
 AT1392  HISTORY     - UNK      MONUMENTED
 AT1392  HISTORY     - 1987     GOOD             LADTD
 AT1392  HISTORY     - 19880920 GOOD             LADTD
 AT1392  HISTORY     - 19890118 GOOD
 AT1392  HISTORY     - 20050301 GOOD             INDIV
 AT1392
 AT1392                          STATION DESCRIPTION
 AT1392
 AT1392'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AT1392'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AT1392'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AT1392'
 AT1392'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTH OF THE JUNCTION OF
 AT1392'STATE HIGHWAY 23 AND LAKE JUDGE PEREZ ROAD, IN PLAQUEMINES PARISH,
 AT1392'IN PORT SULPHUR, LA.
 AT1392'OWNERSHIP--ALFRED J LEBLANC, RFD NO 1 BOX 113, LAKE JUDGE PEREZ
 AT1392'ROAD, PORT SULPHUR, LA.
 AT1392'
 AT1392'TO REACH THE STATION FROM MYRTLE GROVE GO SOUTHEAST ON STATE
 AT1392'HIGHWAY 23 TO MILE MARKER 45.7.
 AT1392'TURN RIGHT AND GO EAST FOR 8 KM (5 MI) ON LAKE JUDGE PEREZ ROAD TO
 AT1392'A FIRE STATION ON THE RIGHT AND THE BENCH MARK ON THE LEFT.
 AT1392'
 AT1392'THE STATION IS A STANDARD NOS DISK
 AT1392'STAMPED---1602 C 1985--- CRIMPED TO A STEEL ROD DRIVEN 22 METERS
 AT1392'(72 FT) INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE SURROUNDED
 AT1392'BY CONCRETE.
 AT1392'29 METERS (95.2 FT) NORTH FROM THE NORTH CORNER OF THE FIRE STATION,
 AT1392'21.8 METERS (71.4 FT) EAST FROM A POWER POLE AND
 AT1392'0.5 METERS (1.8 FT) SOUTHWEST FROM A WITNESS POST.
 AT1392
 AT1392                          STATION RECOVERY (1988)
 AT1392
 AT1392'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AT1392'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF THE JUNCTION OF
 AT1392'STATE HIGHWAY 23 AND LAKE JUDGE PEREZ ROAD IN PORT SULPHUR, LA.
 AT1392'OWNERSHIP--ALFORD J. LABLANC, RFD NO 1 BOX 113, LAKE JUDGE PEREZ ROAD,
 AT1392'PORT SULPHUR, LA.
 AT1392'TO REACH THE STATION FROM MYRTLE GROVE GO SOUTHEAST ON STATE HIGHWAY
 AT1392'23 TO MILE MARKER 45.7.  TURN RIGHT AND GO EAST FOR 8 KM (4.95 MI) ON
 AT1392'LAKE JUDGE PEREZ ROAD TO A FIRE STATION ON THE RIGHT AND THE BENCH
 AT1392'MARK ON THE LEFT.
 AT1392'THE STATION IS 29 M (95.1 FT) NORTH FROM THE NORTH CORNER OF THE FIRE
 AT1392'STATION, 21.8 M (71.5 FT) EAST FROM A POWER POLE AND 0.5 M (1.6 FT)
 AT1392'SOUTHWEST FROM A WITNESS POST.
 AT1392
 AT1392                          STATION RECOVERY (1989)
 AT1392
 AT1392'RECOVERED 1989
 AT1392'RECOVERED IN GOOD CONDITION.
 AT1392
 AT1392                          STATION RECOVERY (2005)
 AT1392
 AT1392'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TG)
 AT1392'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0681 ***********************************************************************
 AT0681  FBN         -  This is a Federal Base Network Control Station.
 AT0681  TIDAL BM    -  This is a Tidal Bench Mark.
 AT0681  DESIGNATION -  876 1724 C TIDAL
 AT0681  PID         -  AT0681
 AT0681  STATE/COUNTY-  LA/JEFFERSON
 AT0681  USGS QUAD   -  BARATARIA PASS (1993)
 AT0681
 AT0681                         *CURRENT SURVEY CONTROL
 AT0681  ___________________________________________________________________
 AT0681* NAD 83(1992)-  29 15 51.47138(N)    089 57 19.26968(W)     ADJUSTED  
 AT0681* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT0681  **This station is located in a subsidence area (see below).
 AT0681  ___________________________________________________________________
 AT0681  X           -       4,339.256 (meters)                     COMP
 AT0681  Y           -  -5,568,555.124 (meters)                     COMP
 AT0681  Z           -   3,099,478.306 (meters)                     COMP
 AT0681  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT0681  ELLIP HEIGHT-         -23.19  (meters)          (06/20/00) GPS OBS
 AT0681  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT0681  DYNAMIC HT  -           1.0   (meters)       3.    (feet)  COMP
 AT0681  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AT0681  OBS GRAVITY -     979,292.3   (mgal)                       GRAV_OBS
 AT0681
 AT0681  HORZ ORDER  -  B
 AT0681  VERT ORDER  -  THIRD (See Below)
 AT0681  ELLP ORDER  -  THIRD     CLASS I
 AT0681
 AT0681.The horizontal coordinates were established by GPS observations
 AT0681.and adjusted by the National Geodetic Survey in September 1992..
 AT0681
 AT0681 ** The orthometric height has not been validated since last determined
 AT0681 ** by differential leveling and should not be used for control purposes.
 AT0681 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0681 ** area with valid NAVD 88 orthometric heights.
 AT0681 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0681 ** epoch indicated which incorporates improved geoid heights for the
 AT0681 ** Southern Louisiana Subsidence area.
 AT0681 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0681.The orthometric height was scaled from a topographic map.
 AT0681.The vertical order pertains to the first NAVD 88 superseded value.
 AT0681
 AT0681.This Tidal Bench Mark is designated as VM 824
 AT0681.by the Center for Operational Oceanographic Products and Services.
 AT0681
 AT0681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0681
 AT0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0681
 AT0681.The ellipsoidal height was determined by GPS observations
 AT0681.and is referenced to NAD 83.
 AT0681
 AT0681.The geoid height was determined by GEOID03.
 AT0681
 AT0681.The dynamic height is computed by dividing the NAVD 88
 AT0681.geopotential number by the normal gravity value computed on the
 AT0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0681.degrees latitude (g = 980.6199 gals.).
 AT0681
 AT0681.The modeled gravity was interpolated from observed gravity values.
 AT0681.The observed gravity was obtained from relative gravimeter ties
 AT0681.to the IGSN71 gravity network.
 AT0681
 AT0681;                    North         East     Units Scale Factor Converg.
 AT0681;SPC LA S     -    85,525.622 1,133,923.754   MT  1.00000775   +0 41 20.4
 AT0681;SPC LA S     -   280,595.31  3,720,214.85   sFT  1.00000775   +0 41 20.4
 AT0681;UTM  16      - 3,240,890.754   212,817.193   MT  1.00061782   -1 26 44.5
 AT0681;UTM  15      - 3,241,113.163   795,864.134   MT  1.00068030   +1 29 21.9
 AT0681
 AT0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0681!SPC LA S     -   1.00000364  x   1.00000775  =   1.00001139
 AT0681!UTM  16      -   1.00000364  x   1.00061782  =   1.00062146
 AT0681!UTM  15      -   1.00000364  x   1.00068030  =   1.00068394
 AT0681
 AT0681                          SUPERSEDED SURVEY CONTROL
 AT0681
 AT0681  ELLIP H (10/01/96)  -23.16   (m)                       GP(       ) 3 1
 AT0681  ELLIP H (01/21/93)  -23.20   (m)                       GP(       ) 4 2
 AT0681  ELLIP H (09/10/92)  -23.20   (m)                       GP(       ) 4 1
 AT0681  NAD 83(1986)-  29 15 51.49037(N)    089 57 19.27058(W) AD(       ) 1
 AT0681  NAD 27      -  29 15 50.68103(N)    089 57 19.02266(W) AD(       ) 1
 AT0681  NAVD 88 (02/14/94)    1.025  (m)            3.36   (f) UNKNOWN     1 2
 AT0681  NAVD 88 (06/15/91)    1.024  (m)            3.36   (f) UNKNOWN     1 2
 AT0681  LOCAL T (06/24/05)    0.687  (m)            2.25   (f) ADJUSTED    1 2
 AT0681
 AT0681.Superseded values are not recommended for survey control.
 AT0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0681.See file dsdata.txt to determine how the superseded data were derived.
 AT0681
 AT0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1281740891(NAD 83)
 AT0681_MARKER: DJ = TIDAL STATION DISK
 AT0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AT0681_SP_SET: STAINLESS STEEL ROD
 AT0681_STAMPING: 1724 C 1980
 AT0681_MARK LOGO: NOS   
 AT0681_PROJECTION: RECESSED 15 CENTIMETERS
 AT0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0681+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 AT0681_ROD/PIPE-DEPTH: 18.3 meters
 AT0681
 AT0681  HISTORY     - Date     Condition        Report By
 AT0681  HISTORY     - 1980     MONUMENTED       NOS
 AT0681  HISTORY     - 1982     GOOD             NGS
 AT0681  HISTORY     - 1984     GOOD             LA-051
 AT0681  HISTORY     - 1987     GOOD             LADTD
 AT0681  HISTORY     - 19880920 GOOD             LADTD
 AT0681  HISTORY     - 19890127 GOOD
 AT0681  HISTORY     - 19910903 GOOD             LADTD
 AT0681  HISTORY     - 19920326 GOOD
 AT0681  HISTORY     - 19930223 GOOD             NGS
 AT0681  HISTORY     - 19960125 GOOD             NGS
 AT0681  HISTORY     - 19960214 GOOD             NOS
 AT0681  HISTORY     - 19980309 GOOD             NGS
 AT0681  HISTORY     - 20001108 GOOD             NOS
 AT0681  HISTORY     - 20020515 GOOD             NOS
 AT0681  HISTORY     - 20030210 GOOD             NGS
 AT0681  HISTORY     - 20041116 GOOD             NOS
 AT0681
 AT0681                          STATION DESCRIPTION
 AT0681
 AT0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AT0681'5.50 KM (3.35 MI) NE FROM GRAND ISLE.
 AT0681'THE MARK IS 0.15 M BELOW GROUND.
 AT0681'3.95 KILOMETERS (2.45 MILES) NORTHEAST ALONG STATE HIGHWAY 1 FROM THE
 AT0681'POST OFFICE IN GRAND ISLE, THENCE 1.4 KILOMETERS (0.85 MILE) NORTHEAST
 AT0681'ALONG A PAVED SIDE ROAD TO THE ENTRANCE TO THE U.S. COAST GUARD
 AT0681'RESERVATION, THENCE 0.15 KILOMETER (0.05 MILE) NORTHWEST ALONG THE
 AT0681'SHELL DRIVEWAY TO THE MARK ON THE LEFT, 51.51 METERS (169.0 FEET)
 AT0681'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 21.34 METERS (70.0 FEET)
 AT0681'SOUTHWEST OF THE CENTER OF THE SHELL DRIVEWAY, 0.76 METER (2.5 FEET)
 AT0681'NORTHEAST OF A WOODEN FENCE.
 AT0681
 AT0681                          STATION RECOVERY (1984)
 AT0681
 AT0681'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AT0681'RECOVERED IN GOOD CONDITION.
 AT0681
 AT0681                          STATION RECOVERY (1987)
 AT0681
 AT0681'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AT0681'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AT0681'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AT0681'
 AT0681'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI)
 AT0681'NORTHEAST OF GRAND ISLE ON STATE HIGHWAY 1 FROM THE CAMINADA PASS
 AT0681'BRIDGE AT THE US COAST GUARD STATION.
 AT0681'OWNERSHIP--US GOVERNMENT, C/O GROUP COMMANDER L T WILSON, COAST
 AT0681'GUARD GROUP, PO BOX 158, GRAND ISLE, LA.  70358.  PHONE
 AT0681'504-787-2135.
 AT0681'
 AT0681'TO REACH THE STATION FROM THE EAST END OF THE CAMINADA PASS BRIDGE
 AT0681'AT THE SOUTHWEST END OF GRAND ISLE, GO NORTHWEST FOR
 AT0681'7.31 KM (4.55 MI) ON STATE HIGHWAY 1 TO A WATER TANK ON THE LEFT.
 AT0681'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 AT0681'2.26 KM (1.14 MI) ON HIGHWAY 1 TO A FORK.  CONTINUE AHEAD FOR 1.33
 AT0681'KM (0.8 MI) ON THE PAVED ROAD TO AN ENTRANCE GATE ON THE LEFT.
 AT0681'TURN LEFT AND GO NORTHWEST FOR 0.05 KM (0.03 MI) ON THE ENTRANCE
 AT0681'ROAD TO A ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 AT0681'
 AT0681'THE STATION IS A STANDARD NGS DISK
 AT0681'STAMPED---1724 C 1980---,
 AT0681'CRIMPED ONTO A STAINLESS STEEL ROD RECESSED 25 CM (10 INCHES) BELOW
 AT0681'THE GROUND AND ENCASED IN A 4-INCH PVC PIPE.
 AT0681'20.7 METERS (67.9 FT) SOUTHWEST FROM THE CENTER OF THE ENTRANCE
 AT0681'ROAD,
 AT0681'16 METERS (52.5 FT) WEST-NORTHWEST FROM THE NORTHWEST END OF THE
 AT0681'SOUTHWEST ONE OF TWO FUEL TANKS,
 AT0681'5.6 METERS (18.4 FT) NORTHWEST FROM A WOODEN FENCE CORNER,
 AT0681'5.2 METERS (17.1 FT) SOUTHWEST FROM AN EMBANKMENT EDGE AND
 AT0681'0.4 METERS (1.3 FT) NORTHEAST FROM A METAL WITNESS POST.
 AT0681
 AT0681                          STATION RECOVERY (1988)
 AT0681
 AT0681'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AT0681'THE STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) NORTHEAST OF GRAND ISLE
 AT0681'ON STATE HIGHWAY 1 FROM THE CAMINADA PASS BRIDGE AT THE US COAST GUARD
 AT0681'STATION.  OWNERSHIP--US GOVERNMENT, C/O GROUP COMMANDER L T WILSON,
 AT0681'COAST GUARD GROUP, PO BOX 158, GRAND ISLE, LA  70358.  PHONE
 AT0681'504-787-2135.
 AT0681'TO REACH THE STATION FROM THE EAST END OF THE CAMINADA PASS BRIDGE AT
 AT0681'THE SOUTHWEST END OF GRAND ISLE GO NORTHWEST FOR 7.31 KM (4.55 MI) ON
 AT0681'STATE HIGHWAY 1 TO A WATER TANK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 AT0681'AND GO SOUTHWEST FOR 2.26 KM (1.40 MI) ON HIGHWAY 1 TO A FORK.
 AT0681'CONTINUE AHEAD FOR 1.33 KM (0.85 MI) ON THE PAVED ROAD TO AN ENTRANCE
 AT0681'GATE ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.05 KM (0.05 MI) ON
 AT0681'THE ENTRANCE ROAD TO A ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 AT0681'THE STATION IS 20.7 M (67.9 FT) SOUTHWEST FROM THE CENTER OF THE
 AT0681'ENTRANCE ROAD, 16 M (52.5 FT) WEST-NORTHWEST FROM THE NORTHWEST END OF
 AT0681'THE SOUTHWEST ONE OF TWO FUEL TANKS, 5.6 M (18.4 FT) NORTHWEST FROM A
 AT0681'WOODEN FENCE CORNER, 5.2 M (17.1 FT) SOUTHWEST FROM AN EMBANKMENT EDGE
 AT0681'AND 0.4 M (1.3 FT) NORTHEAST FROM A METAL WITNESS POST.
 AT0681
 AT0681                          STATION RECOVERY (1989)
 AT0681
 AT0681'RECOVERED 1989
 AT0681'RECOVERED IN GOOD CONDITION.
 AT0681
 AT0681                          STATION RECOVERY (1991)
 AT0681
 AT0681'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AT0681'THE STATION IS LOCATED AT THE NORTHEAST END OF GRAND ISLE, AT THE U.S.
 AT0681'COAST GUARD STATION, IN LAWN AREA BETWEEN A PRIVATE MARINA AND
 AT0681'ENTRANCE ROAD TO THE COAST GUARD STATION.  OWNERSHIP--U.S.
 AT0681'GOVERNMENT, C/O GROUP COMMANDER L. T. WILSON, COAST GUARD GROUP, P.O.
 AT0681'BOX 158, GRAND ISLE, LA. 70358-0158, PHONE 504-787-2135.
 AT0681'TO REACH THE STATION FROM THE SOUTHEAST END OF THE CAMINADA PASS
 AT0681'BRIDGE AT THE SOUTHWEST END OF GRAND ISLE, GO NORTHEAST FOR 4.55 MI
 AT0681'(7.32 KM) ON STATE HIGHWAY 1 TO A WATER TANK ON THE LEFT, CONTINUE
 AT0681'STRAIGHT AHEAD AND GO 1.4 MI (2.3 KM) ON HIGHWAY 1 TO A FORK, KEEP
 AT0681'RIGHT, LEAVING HIGHWAY 1 AND CONTINUE STRAIGHT AHEAD AND GO 0.8 MI
 AT0681'(1.3 KM) ON A PAVED ROAD TO THE ENTRANCE GATE TO THE COAST GUARD
 AT0681'STATION ON THE LEFT, TURN LEFT AND GO NORTHWEST FOR APPROXIMATELY 200
 AT0681'FT (61.0 M) ON THE ENTRANCE ROAD TO A ROAD RIGHT AND THE STATION SET
 AT0681'ON THE LEFT.
 AT0681'THE STATION IS 68.0 FT (20.7 M) SOUTH FROM THE CENTER OF THE ENTRANCE
 AT0681'ROAD, 52.5 FT (16.0 M) WEST-SOUTHWEST FROM THE NORTHWEST END OF THE
 AT0681'SOUTHWEST ONE OF TWO FUEL TANKS, 17.0 FT (5.2 M) NORTH FROM AN
 AT0681'EMBANKMENT EDGE, 12.5 FT (3.8 M) WEST-SOUTHWEST FROM A CHAIN LINK
 AT0681'FENCE CORNER, 1.5 FT (0.5 M) NORTHEAST FROM A METAL WITNESS POST WITH
 AT0681'SIGN ATTACHED, RECESSED 10-INCHES BELOW THE GROUND SURFACE AND ABOUT
 AT0681'1-FOOT LOWER THAN THE ENTRANCE ROAD.
 AT0681
 AT0681                          STATION RECOVERY (1992)
 AT0681
 AT0681'RECOVERED 1992
 AT0681'RECOVERED IN GOOD CONDITION.
 AT0681
 AT0681                          STATION RECOVERY (1993)
 AT0681
 AT0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AT0681'3.9 KM (2.40 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 AT0681'OFFICE IN GRAND ISLE, THENCE 1.3 KM (0.80 MI) NORTHEASTERLY ALONG A
 AT0681'PAVED ROAD, 64.4 M (211.3 FT) SOUTHEAST OF BENCH MARK 876 1724 B
 AT0681'TIDAL, 61.0 M (200.1 FT) NORTHWEST OF THE CENTER OF THE ROAD, 20.9 M
 AT0681'(68.6 FT) SOUTHWEST OF THE CENTER OF SEMPER ROAD LEADING TO THE COAST
 AT0681'GUARD STATION, 20.7 M (67.9 FT) SOUTHWEST OF THE SOUTH CORNER OF A
 AT0681'FOUNDATION FOR 2 FUEL TANKS, 3.8 M (12.5 FT) WEST-NORTHWEST OF A
 AT0681'FENCE CORNER AND GATE POST, 0.4 M (1.3 FT) NORTH OF A WITNESS POST,
 AT0681'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF SEMPER ROAD.  NOTE--THE DISK IS
 AT0681'ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.3 M (1.0 FT) BELOW THE
 AT0681'GROUND SURFACE.
 AT0681
 AT0681                          STATION RECOVERY (1996)
 AT0681
 AT0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AT0681'RECOVERED AS DESCRIBED.
 AT0681
 AT0681                          STATION RECOVERY (1996)
 AT0681
 AT0681'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (RPB)
 AT0681'RECOVERED AS DESCRIBED.
 AT0681
 AT0681                          STATION RECOVERY (1998)
 AT0681
 AT0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AT0681'THE STATION IS LOCATED NEAR THE NORTHEAST END OF GRAND ISLE, AT THE
 AT0681'U.S. COAST GUARD STATION.  OWNERSHIP--U.S. COAST GUARD, PO BOX 158,
 AT0681'GRAND ISLE LA 70358-0158, PHONE 504-787-2136.  NOTE--OFFICER OF THE
 AT0681'DAY SHOULD BE CONTACTED 24 HOURS IN ADVANCE TO ARRANGE ACCESS.
 AT0681'ENTRANCE GATE CLOSES AT 10 P.M.  TO REACH THE STATION FROM THE GRAND
 AT0681'ISLE WATER TOWER NEAR THE NORTHEAST SIDE OF GRAND ISLE, GO NORTHEAST
 AT0681'FOR 2.25 KM (1.40 MI) ALONG STATE HIGHWAY 1 TO FORK AND CAUTION LIGHT.
 AT0681'BEAR RIGHT, NORTHEAST FOR 1.36 KM (0.85 MI) ALONG A PAVED ROAD TO THE
 AT0681'ENTRANCE TO THE COAST GUARD STATION AND GATE ON THE LEFT.  TURN LEFT,
 AT0681'WEST FOR ABOUT 30.0 M (98.4 FT) PASSING THROUGH THE GATE AND ALONG THE
 AT0681'ENTRANCE ROAD TO THE WEST END OF A CHAIN LINK FENCE AND THE STATION ON
 AT0681'THE LEFT.  THE DATUM POINT IS THE TOP CENTER OF A BENCH MARK DISK
 AT0681'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD RECESSED ABOUT 15 CM BELOW
 AT0681'GROUND AND DRIVEN TO A DEPTH OF 18.3 M (60.0 FT), ENCASED IN A 4-INCH
 AT0681'PVC PIPE RECESSED ABOUT 10 CM BELOW GROUND.  LOCATED 20.6 M (67.6 FT)
 AT0681'SOUTH OF THE CENTER OF ENTRANCE ROAD, 15.4 M (50.5 FT) EAST OF A
 AT0681'2-INCH METAL POLE WITH BIRDHOUSE, 6.4 M (21.0 FT) NORTHWEST OF THE
 AT0681'SOUTH 1 OF 2 GATE POSTS, 3.7 M (12.1 FT) WEST-SOUTHWEST OF THE WEST
 AT0681'END OF A CHAIN-LINK FENCE AND WITNESS POST AND 0.4 M (1.3 FT) NORTH OF
 AT0681'A SHORT METAL FENCE POST.
 AT0681
 AT0681                          STATION RECOVERY (2000)
 AT0681
 AT0681'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RDJ)
 AT0681'3.9 KM (2.40 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 AT0681'OFFICE IN GRAND ISLE, THENCE 1.3 KM (0.80 MI) NORTHEASTERLY ALONG A
 AT0681'PAVED ROAD. THE BENCH MARK IS LOCATED 64.4 M (211.3 FT) SOUTHEAST OF
 AT0681'BENCH MARK 876 1724 B, 61.0 M (200.1 FT) NORTHWEST OF THE CENTER OF
 AT0681'SEMPER ROAD, 13.6 M (44.6 FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER
 AT0681'OF A CHAINLINK FENCE AROUND THE SEWER TREATMENT TANKS, 3.8 M (12.5 FT)
 AT0681'WEST-NORTHWEST OF A CHAINLINK FENCE CORNER AND POST, AND IS NOW UNDER
 AT0681'THE FENCE AND DIFFICULT TO LEVEL, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AT0681'OF SEMPER ROAD.  THE BENCH MARK IS SET 0.30 M (0.98 FT) BELOW GROUND
 AT0681'LEVEL, CRIMPED TO A STAINLESS STEEL ROD DRIVEN 18.3 M (60.0 FT) , AND
 AT0681'ENCASED IN A 4-INCH PVC PIPE.
 AT0681
 AT0681                          STATION RECOVERY (2002)
 AT0681
 AT0681'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002
 AT0681'RECOVERED AS DESCRIBED.
 AT0681
 AT0681                          STATION RECOVERY (2003)
 AT0681
 AT0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RLZ)
 AT0681'RECOVERED AS DESCRIBED.
 AT0681'
 AT0681
 AT0681                          STATION RECOVERY (2004)
 AT0681
 AT0681'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2004 (RJG)
 AT0681'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0685 ***********************************************************************
 AT0685  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0685  TIDAL BM    -  This is a Tidal Bench Mark.
 AT0685  DESIGNATION -  876 1724 TIDAL 11
 AT0685  PID         -  AT0685
 AT0685  STATE/COUNTY-  LA/JEFFERSON
 AT0685  USGS QUAD   -  BARATARIA PASS (1993)
 AT0685
 AT0685                         *CURRENT SURVEY CONTROL
 AT0685  ___________________________________________________________________
 AT0685* NAD 83(1992)-  29 15 53.27913(N)    089 57 27.08157(W)     ADJUSTED  
 AT0685* NAVD 88     -         0.95 **(meters)       3.1  **(feet)  GPS OBS(2004.65)
 AT0685  **This station is located in a subsidence area (see below).
 AT0685  ___________________________________________________________________
 AT0685  EPOCH DATE  -        2004.65
 AT0685  X           -       4,128.338 (meters)                     COMP
 AT0685  Y           -  -5,568,528.216 (meters)                     COMP
 AT0685  Z           -   3,099,526.939 (meters)                     COMP
 AT0685  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT0685  ELLIP HEIGHT-         -23.03  (meters)          (06/22/05) GPS OBS
 AT0685  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT0685  DYNAMIC HT  -           0.95  (meters)       3.1   (feet)  COMP
 AT0685  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AT0685  OBS GRAVITY -     979,292.1   (mgal)                       GRAV_OBS
 AT0685
 AT0685  HORZ ORDER  -  B
 AT0685  VERT ORDER  -  THIRD (See Below)
 AT0685  ELLP ORDER  -  FOURTH    CLASS I
 AT0685
 AT0685.The horizontal coordinates were established by GPS observations
 AT0685.and adjusted by the National Geodetic Survey in June 2005..
 AT0685.The horizontal coordinates are valid at the epoch date displayed above.
 AT0685.The epoch date for horizontal control is a decimal equivalence
 AT0685.of Year/Month/Day.
 AT0685
 AT0685 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0685 ** and geoid heights are valid at the date of observation. These heights
 AT0685 ** must always be validated when used as control.
 AT0685 ** The orthometric height was determined by GPS observations using
 AT0685 ** precise GPS observation and processing techniques and a new
 AT0685 ** realization of GEOID03. It supersedes the leveled height previously
 AT0685 ** determined for this station.
 AT0685 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0685 ** epoch indicated which incorporates improved geoid heights for the
 AT0685 ** Southern Louisiana Subsidence area.
 AT0685 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0685.The orthometric height was determined by GPS observations and a
 AT0685.high-resolution geoid model using precise GPS observation and
 AT0685.processing techniques. It supersedes the leveled height previously
 AT0685.determined for this station.
 AT0685.WARNING-GPS observations at this control monument resulted in a GPS
 AT0685.derived orthometric height which differed from the leveled height by
 AT0685.more than one decimeter (0.1 meter).
 AT0685.The vertical order pertains to the first NAVD 88 superseded value.
 AT0685
 AT0685.This Tidal Bench Mark is designated as VM 828
 AT0685.by the Center for Operational Oceanographic Products and Services.
 AT0685
 AT0685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0685
 AT0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0685
 AT0685.The ellipsoidal height was determined by GPS observations
 AT0685.and is referenced to NAD 83.
 AT0685
 AT0685.The geoid height was determined by GEOID03.
 AT0685
 AT0685.The dynamic height is computed by dividing the NAVD 88
 AT0685.geopotential number by the normal gravity value computed on the
 AT0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0685.degrees latitude (g = 980.6199 gals.).
 AT0685
 AT0685.The modeled gravity was interpolated from observed gravity values.
 AT0685.The observed gravity was obtained from relative gravimeter ties
 AT0685.to the IGSN71 gravity network.
 AT0685
 AT0685;                    North         East     Units Scale Factor Converg.
 AT0685;SPC LA S     -    85,578.743 1,133,712.200   MT  1.00000764   +0 41 16.5
 AT0685;SPC LA S     -   280,769.59  3,719,520.78   sFT  1.00000764   +0 41 16.5
 AT0685;UTM  16      - 3,240,951.756   212,607.637   MT  1.00061931   -1 26 48.4
 AT0685;UTM  15      - 3,241,163.357   795,651.716   MT  1.00067875   +1 29 18.2
 AT0685
 AT0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0685!SPC LA S     -   1.00000362  x   1.00000764  =   1.00001126
 AT0685!UTM  16      -   1.00000362  x   1.00061931  =   1.00062293
 AT0685!UTM  15      -   1.00000362  x   1.00067875  =   1.00068237
 AT0685
 AT0685|---------------------------------------------------------------------|
 AT0685| PID    Reference Object                     Distance      Geod. Az  |
 AT0685|                                                           dddmmss.s |
 AT0685| DH6859 GRAND ISLE CORS ARP                  83.165 METERS 01525     |
 AT0685|---------------------------------------------------------------------|
 AT0685
 AT0685                          SUPERSEDED SURVEY CONTROL
 AT0685
 AT0685  NAVD 88 (02/14/94)    1.215  (m)            3.99   (f) READJUSTED  3  
 AT0685  NAVD 88 (06/15/91)    1.205  (m)            3.95   (f) UNKNOWN     1 2
 AT0685  LOCAL T (04/21/03)    0.888  (m)            2.91   (f) ADJUSTED    1 2
 AT0685
 AT0685.Superseded values are not recommended for survey control.
 AT0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0685.See file dsdata.txt to determine how the superseded data were derived.
 AT0685
 AT0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1260840952(NAD 83)
 AT0685_MARKER: DD = SURVEY DISK
 AT0685_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AT0685_SP_SET: RETAINING WALL
 AT0685_STAMPING: 11
 AT0685_MARK LOGO: USCG  
 AT0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0685+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AT0685
 AT0685  HISTORY     - Date     Condition        Report By
 AT0685  HISTORY     - 1975     MONUMENTED       USCG
 AT0685  HISTORY     - 1982     GOOD             NGS
 AT0685  HISTORY     - 19930223 GOOD             NGS
 AT0685  HISTORY     - 20001108 GOOD             NOS
 AT0685  HISTORY     - 20010916 GOOD             NOS
 AT0685  HISTORY     - 20030210 GOOD             NGS
 AT0685  HISTORY     - 20030519 GOOD             NOS
 AT0685  HISTORY     - 20040413 GOOD             NGS
 AT0685  HISTORY     - 20041116 GOOD             NOS
 AT0685  HISTORY     - 20051010 GOOD             NGS
 AT0685
 AT0685                          STATION DESCRIPTION
 AT0685
 AT0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AT0685'5.65 KM (3.50 MI) NE FROM GRAND ISLE.
 AT0685'THE MARK IS ABOVE LEVEL WITH GROUND.
 AT0685'3.95 KILOMETERS (2.45 MILES) NORTHEAST ALONG STATE HIGHWAY 1 FROM THE
 AT0685'POST OFFICE IN GRAND ISLE, THENCE 1.4 KILOMETERS (0.85 MILE) NORTHEAST
 AT0685'ALONG A PAVED SIDE ROAD TO THE ENTRANCE OF THE U.S. COAST GUARD
 AT0685'RESERVATION, THENCE 0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG A SHELL
 AT0685'DRIVEWAY TO THE COAST GUARD BOAT HOUSE AND REPAIR SHOP AND THE MARK ON
 AT0685'THE LEFT, IN THE TOP OF THE BULKHEAD ON THE EAST SIDE OF THE BOAT
 AT0685'HOUSE, 20.24 METERS (66.4 FEET) SOUTH OF THE SIDEWALK LEADING FROM THE
 AT0685'OFFICE TO THE BOAT SLIP.
 AT0685
 AT0685                          STATION RECOVERY (1993)
 AT0685
 AT0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AT0685'3.9 KM (2.40 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 AT0685'OFFICE IN GRAND ISLE, THENCE 1.3 KM (0.80 MI) NORTHEASTERLY ALONG A
 AT0685'PAVED ROAD, THENCE 0.3 KM (0.20 MI) NORTHWESTERLY ALONG SEMPER ROAD,
 AT0685'IN TOP OF AND 10.1 M (33.1 FT) NORTHEAST OF THE SOUTHWEST END OF A
 AT0685'CONCRETE SEAWALL, 44.0 M (144.4 FT) SOUTHWEST OF THE CENTER OF THE
 AT0685'ROAD, 35.2 M (115.5 FT) NORTH-NORTHWEST OF BENCH MARK 12, 29.1 M
 AT0685'(95.5 FT) WEST OF THE WEST CORNER OF A BUILDING, 3.3 M (10.8 FT)
 AT0685'NORTHWEST OF THE SOUTHEAST CORNER OF THE FOOTING FOR A MOTOR, AND 0.3
 AT0685'M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 AT0685
 AT0685                          STATION RECOVERY (2000)
 AT0685
 AT0685'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RDJ)
 AT0685'2.4 MILE (3.9 KM) NORTHEASTERLY ALONG STATE ROAD 1 FROM THE POST
 AT0685'OFFICE IN GROND ISLE, THEN 0.8 MILE (1.3 KM) NORTHEASTERLY ALONG A
 AT0685'PAVED ROAD, THEN 0.05 MILE (0.08 KM) ALONG SEMPER ROAD THAT LEADS TO
 AT0685'THE US COAST GUARD BASE. THE BENCH MARK IS SET FLUSH IN TOP OF A
 AT0685'CONCRETE BULKHEAD NEXT TO THE SMALL BOAT HOUSE, 46.63 M (152.99 FT)
 AT0685'WEST OF THE ENTRANCE DOORS TO THE COAST GUARD ADMINISTRATION BUILDING,
 AT0685'18.50 M (60.70 FT) SOUTH OF THE NE CORNER OF THE CONCRETE BULKHEAD,
 AT0685'AND 7.38 M (24.21 FT) NORTH OF THE NE PILE OF THE NOAA TIDE STATION
 AT0685'PLATFORM.
 AT0685
 AT0685                          STATION RECOVERY (2001)
 AT0685
 AT0685'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 AT0685'2.4 MI (3.9 KM) NORTHEASTERLY ALONG STATE ROAD 1 FROM THE POST OFFICE
 AT0685'IN GRAND ISLE, THEN 0.8 MI (1.3 KM) NORTHEASTERLY ALONG A PAVED ROAD,
 AT0685'THEN 0.05 MI (0.08 KM) ALONG SEMPER ROAD THAT LEADS TO THE US COAST
 AT0685'GUARD BASE, THE BENCH MARK IS SET FLUSH IN TOP OF A CONCRETE BULKHEAD
 AT0685'NEXT TO THE SMALL BOAT HOUSE, 46.63 M (152.99 FT) WEST OF THE ENTRANCE
 AT0685'DOORS TO THE COAST GUARD ADMINISTRATION BUILDING, 18.50 M (60.70 FT)
 AT0685'SOUTH OF THE NE CORNER OF THE CONCRETE BULKHEAD, AND 7.38 M (24.21 FT)
 AT0685'NORTH OF THE NE PILE OF THE NOAA TIDE STATION PLATFORM.
 AT0685
 AT0685                          STATION RECOVERY (2003)
 AT0685
 AT0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RLZ)
 AT0685'RECOVERED AS DESCRIBED.
 AT0685
 AT0685                          STATION RECOVERY (2003)
 AT0685
 AT0685'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2003 (RJG)
 AT0685'RECOVERED AS DESCRIBED.
 AT0685
 AT0685                          STATION RECOVERY (2004)
 AT0685
 AT0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0685'RECOVERED AS DESCRIBED
 AT0685
 AT0685                          STATION RECOVERY (2004)
 AT0685
 AT0685'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2004 (RJG)
 AT0685'RECOVERED AS DESCRIBED.
 AT0685
 AT0685                          STATION RECOVERY (2005)
 AT0685
 AT0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0685'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9066 ***********************************************************************
 DH9066  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH9066  DESIGNATION -  876 1799 B TIDAL
 DH9066  PID         -  DH9066
 DH9066  STATE/COUNTY-  LA/JEFFERSON
 DH9066  USGS QUAD   -  BAY DOSGRIS (1994)
 DH9066
 DH9066                         *CURRENT SURVEY CONTROL
 DH9066  ___________________________________________________________________
 DH9066* NAD 83(1992)-  29 29 46.57411(N)    090 01 32.56821(W)     ADJUSTED  
 DH9066* NAVD 88     -         0.77 **(meters)       2.5  **(feet)  GPS OBS(2004.65)
 DH9066  **This station is located in a subsidence area (see below).
 DH9066  ___________________________________________________________________
 DH9066  EPOCH DATE  -        2004.65
 DH9066  X           -      -2,493.414 (meters)                     COMP
 DH9066  Y           -  -5,555,941.148 (meters)                     COMP
 DH9066  Z           -   3,121,883.193 (meters)                     COMP
 DH9066  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DH9066  ELLIP HEIGHT-         -23.85  (meters)          (04/11/06) GPS OBS
 DH9066  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 DH9066
 DH9066  HORZ ORDER  -  B
 DH9066  ELLP ORDER  -  FOURTH    CLASS II
 DH9066
 DH9066.The horizontal coordinates were established by GPS observations
 DH9066.and adjusted by the National Geodetic Survey in April 2006..
 DH9066.The horizontal coordinates are valid at the epoch date displayed above.
 DH9066.The epoch date for horizontal control is a decimal equivalence
 DH9066.of Year/Month/Day.
 DH9066
 DH9066 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH9066 ** and geoid heights are valid at the date of observation. These heights
 DH9066 ** must always be validated when used as control.
 DH9066 ** The orthometric height was determined by GPS observations using
 DH9066 ** precise GPS observation and processing techniques and a new
 DH9066 ** realization of GEOID03. It supersedes the leveled height previously
 DH9066 ** determined for this station.
 DH9066 ** The geoid height was determined by a new realization of GEOID03 for the
 DH9066 ** epoch indicated which incorporates improved geoid heights for the
 DH9066 ** Southern Louisiana Subsidence area.
 DH9066 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH9066.The orthometric height was determined by GPS observations and a
 DH9066.high-resolution geoid model using precise GPS observation and
 DH9066.processing techniques.
 DH9066
 DH9066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9066
 DH9066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9066
 DH9066.The ellipsoidal height was determined by GPS observations
 DH9066.and is referenced to NAD 83.
 DH9066
 DH9066.The geoid height was determined by GEOID03.
 DH9066
 DH9066;                    North         East     Units Scale Factor Converg.
 DH9066;SPC LA S     -   111,155.784 1,126,792.410   MT  0.99996426   +0 39 13.8
 DH9066;SPC LA S     -   364,683.60  3,696,818.10   sFT  0.99996426   +0 39 13.8
 DH9066;UTM  15      - 3,266,657.530   788,367.922   MT  1.00062619   +1 27 55.6
 DH9066;UTM  16      - 3,266,786.251   206,643.680   MT  1.00066201   -1 29 27.0
 DH9066
 DH9066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9066!SPC LA S     -   1.00000375  x   0.99996426  =   0.99996801
 DH9066!UTM  15      -   1.00000375  x   1.00062619  =   1.00062994
 DH9066!UTM  16      -   1.00000375  x   1.00066201  =   1.00066576
 DH9066
 DH9066                          SUPERSEDED SURVEY CONTROL
 DH9066
 DH9066.No superseded survey control is available for this station.
 DH9066
 DH9066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8836866658(NAD 83)
 DH9066_MARKER: DJ = TIDAL STATION DISK
 DH9066_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH9066_STAMPING: 1799 B 1985
 DH9066_MARK LOGO: NOS   
 DH9066_PROJECTION: PROJECTING 15 CENTIMETERS
 DH9066_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH9066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9066+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 DH9066
 DH9066  HISTORY     - Date     Condition        Report By
 DH9066  HISTORY     - UNK      MONUMENTED       NOS
 DH9066  HISTORY     - 20060124 GOOD             3001
 DH9066
 DH9066                          STATION DESCRIPTION
 DH9066
 DH9066'DESCRIBED BY 3001, INC 2006 (JCP)
 DH9066'THE STATION IS LOCATED IN JEFFERSON PARISH ALONG THE BARATARIA
 DH9066'WATERWAY 12.8 MI (20.6 KM) SOUTHEAST OF LAFITTE, 16.8 MI (27.04 KM)
 DH9066'NORTHEAST OF GALLIANO, 20.0 MI (32.19 KM) NORTHWEST OF PORT SULPHUR.
 DH9066'OWNERSHIP - M.  V.  PETROLEUM   TO REACH THE STATION BY BOAT, DEPART
 DH9066'FROM THE C-WAY MARINA IN LAFITTE.  PROCEED SOUTHEAST 12.45 MI (20.04
 DH9066'KM) ALONG THE BARATARIA WATERWAY TO RED BEACON NO.  50.  TURN RIGHT
 DH9066'INTO THE OPEN BAY AND PROCEED APPROX.  1000 FT (304.8 M) TO THE FIRST
 DH9066'PLATFORM AND THE ENTRANCE OF AN OIL PLATFORM SLIP (CANAL).  TURN RIGHT
 DH9066'INTO THE SLIP AND GO APPROX.  1200 FT (365.8 M) TO TWO STORAGE TANKS
 DH9066'LOCATED IN THE NORTHWEST CORNER OF THE SLIP.  SECURE THE BOAT AND WALK
 DH9066'NORTHWEST APPROX.  250 FT (76.2 M) TO THE STATION.  THE STATION IS A
 DH9066'STAINLESS STEEL ROD WITH BRASS CAP PROJECTING 0.5 FT (0.2 M) ABOVE THE
 DH9066'GROUND, 200 FT (61.0 M) NORTHWEST OF THE FACE OF THE NORTHERN MOST OF
 DH9066'THE TWO STORAGE TANKS, 249 FT (75.9 M) NORTHWEST OF BENCHMARK 1799 A
 DH9066'1985, 247 FT (680.3 M) SOUTH OF BENCHMARK 1799 C 1985, AND APPROX.  15
 DH9066'FT (4.6 M) NORTHWEST OF THE SLIP BANKLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2310 ***********************************************************************
 AU2310  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2310  TIDAL BM    -  This is a Tidal Bench Mark.
 AU2310  DESIGNATION -  876 1899 B TIDAL
 AU2310  PID         -  AU2310
 AU2310  STATE/COUNTY-  LA/JEFFERSON
 AU2310  USGS QUAD   -  LAFITTE (1973)
 AU2310
 AU2310                         *CURRENT SURVEY CONTROL
 AU2310  ___________________________________________________________________
 AU2310* NAD 83(1992)-  29 40 02.04338(N)    090 06 33.55624(W)     ADJUSTED  
 AU2310* NAVD 88     -         0.01 **(meters)       0.0  **(feet)  LEVELING(2004.65)
 AU2310  **This station is located in a subsidence area (see below).
 AU2310  **This station is included in the VTDP model (see below).
 AU2310  ___________________________________________________________________
 AU2310  EPOCH DATE  -        2004.65
 AU2310  X           -     -10,582.959 (meters)                     COMP
 AU2310  Y           -  -5,546,575.285 (meters)                     COMP
 AU2310  Z           -   3,138,362.852 (meters)                     COMP
 AU2310  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2310  ELLIP HEIGHT-         -25.17  (meters)          (06/22/05) GPS OBS
 AU2310  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU2310
 AU2310  HORZ ORDER  -  B
 AU2310  VERT ORDER  -  THIRD
 AU2310  ELLP ORDER  -  FOURTH    CLASS I
 AU2310
 AU2310.The horizontal coordinates were established by GPS observations
 AU2310.and adjusted by the National Geodetic Survey in April 2006..
 AU2310.The horizontal coordinates are valid at the epoch date displayed above.
 AU2310.The epoch date for horizontal control is a decimal equivalence
 AU2310.of Year/Month/Day.
 AU2310
 AU2310 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2310 ** and geoid heights are valid at the date of observation. These heights
 AU2310 ** must always be validated when used as control.
 AU2310 ** The orthometric height was determined with a Vertical Time-dependent
 AU2310 ** Positioning (VTDP) model and has been validated through GPS observations
 AU2310 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU2310 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2310 ** epoch indicated which incorporates improved geoid heights for the
 AU2310 ** Southern Louisiana Subsidence area
 AU2310 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2310.The orthometric height was determined by differential leveling.
 AU2310.The vertical network tie was performed by a horz. field party for horz.
 AU2310.obs reductions. Reset procedures were used to establish the elevation.
 AU2310
 AU2310.This Tidal Bench Mark is designated as VM 11049
 AU2310.by the Center for Operational Oceanographic Products and Services.
 AU2310
 AU2310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2310
 AU2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2310
 AU2310.The ellipsoidal height was determined by GPS observations
 AU2310.and is referenced to NAD 83.
 AU2310
 AU2310.The geoid height was determined by GEOID03.
 AU2310
 AU2310;                    North         East     Units Scale Factor Converg.
 AU2310;SPC LA S     -   130,014.795 1,118,483.349   MT  0.99994259   +0 36 43.3
 AU2310;SPC LA S     -   426,556.87  3,669,557.45   sFT  0.99994259   +0 36 43.3
 AU2310;UTM  15      - 3,285,408.395   779,785.708   MT  1.00056598   +1 25 54.1
 AU2310
 AU2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2310!SPC LA S     -   1.00000395  x   0.99994259  =   0.99994654
 AU2310!UTM  15      -   1.00000395  x   1.00056598  =   1.00056994
 AU2310
 AU2310                          SUPERSEDED SURVEY CONTROL
 AU2310
 AU2310  NAD 83(1992)-  29 40 02.04511(N)    090 06 33.55694(W) AD(2004.65) B
 AU2310  NAVD 88 (12/05/96)    0.141  (m)            0.46   (f) ADJUSTED    1 2
 AU2310  NAVD 88 (02/14/94)    0.094  (m)            0.31   (f) UNKNOWN     1 2
 AU2310
 AU2310.Superseded values are not recommended for survey control.
 AU2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2310.See file dsdata.txt to determine how the superseded data were derived.
 AU2310
 AU2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7978685408(NAD 83)
 AU2310_MARKER: I = METAL ROD
 AU2310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2310_SP_SET: STAINLESS STEEL ROD
 AU2310_STAMPING: 1899 B 1985
 AU2310_MARK LOGO: NOS   
 AU2310_PROJECTION: RECESSED 15 CENTIMETERS
 AU2310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2310+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 AU2310_ROD/PIPE-DEPTH: 24.4 meters
 AU2310
 AU2310  HISTORY     - Date     Condition        Report By
 AU2310  HISTORY     - 1985     MONUMENTED       NOS
 AU2310  HISTORY     - 1985     GOOD             LA-051
 AU2310  HISTORY     - 19940826 GOOD             NGS
 AU2310  HISTORY     - 20040416 GOOD             NGS
 AU2310  HISTORY     - 20060124 GOOD             3001
 AU2310
 AU2310                          STATION DESCRIPTION
 AU2310
 AU2310'DESCRIBED BY JEFFERSON PARISH LOUISIANA 1985
 AU2310'IN LAFITTE.
 AU2310'AT LAFITTE, FROM THE JUNCTION OF LOUISIANA HGIGHWAY 45 AND MARRERO
 AU2310'STREET TURN LEFT AND PROCEED .05 MILE TO THE JUNCTION OF 3RD STREET,
 AU2310'LOCATED ON MARRERO STREET NEAR THE NORTHEST CORNER OF A BASKETBALL
 AU2310'COURT, 237.0 FEET SOUTHEAST OF TIDAL MARK 876 1899 A, 63.0 FEET
 AU2310'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND
 AU2310'THE BASKETBALL COURT, 57.0 FEET WEST-SOUTHWEST OF A POWER POLE ON THE
 AU2310'EAST SIDE OF MARRERO STREET (POLE BEARING STREET SIGN OF MARRERO AND
 AU2310'3RD STREET), 42.4 FEET NORTHEAST OF THE EASTERN MOST BASKETBALL POST,
 AU2310'32 FEET WEST OF THE CENTERLINE OF MARRERO STREET.
 AU2310'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AU2310
 AU2310                          STATION RECOVERY (1994)
 AU2310
 AU2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2310'14.4 KM (8.95 MI) SOUTHERLY ALONG STATE HIGHWAY 45 FROM THE JUNCTION
 AU2310'OF STATE HIGHWAYS 303 AND 3134 IN CROWN POINT, THENCE 0.1 KM (0.05 MI)
 AU2310'SOUTHERLY ALONG MARRERO STREET, 9.8 M (32.2 FT) WEST OF THE CENTERLINE
 AU2310'OF MARRERO STREET, 6.3 M (20.7 FT) SOUTHEAST OF THE NORTHEAST CORNER
 AU2310'OF A CHAIN-LINK FENCE ENCLOSING A BASKETBALL COURT, 5.3 M (17.4 FT)
 AU2310'SOUTH OF THE CENTER OF THIRD STREET, AND 0.3 M (1.0 FT) BELOW THE
 AU2310'LEVEL OF MARRERO STREET.  NOTE--THE DISK IS ENCASED IN A 5-INCH PCV
 AU2310'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 AU2310
 AU2310                          STATION RECOVERY (2004)
 AU2310
 AU2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU2310'9 MI SOUTH ON STATE HWY 45 FROM THE JUNCTION WITH 303 AND 3134 IN
 AU2310'CROWN POINT.  LOCATED  AT THE LOWER LAFITTE PLAYGROUND. IT IS 32.2 FT
 AU2310'W OF THE CENTERLINE OF US 45, 20.8 FT SE OF  THE NE CORNER OF THE
 AU2310'FENCE AROUND THE BASKETBALL COURT, 18.1 FT EAST OF THE FIRST POST
 AU2310'SOUTH OF THE NE CORNER POST, 34.6 FT NNE OF THE NORTHERN MOST SIGN
 AU2310'POST FOR THE LOWER  LAFFITE PLAYGROUND.
 AU2310
 AU2310                          STATION RECOVERY (2006)
 AU2310
 AU2310'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 AU2310'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3284 ***********************************************************************
 AU3284  CBN         -  This is a Cooperative Base Network Control Station.
 AU3284  TIDAL BM    -  This is a Tidal Bench Mark.
 AU3284  DESIGNATION -  876 2084 C TIDAL
 AU3284  PID         -  AU3284
 AU3284  STATE/COUNTY-  LA/LAFOURCHE
 AU3284  USGS QUAD   -  LEEVILLE (1994)
 AU3284
 AU3284                         *CURRENT SURVEY CONTROL
 AU3284  ___________________________________________________________________
 AU3284* NAD 83(1992)-  29 14 51.33677(N)    090 12 22.76042(W)     ADJUSTED  
 AU3284* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3284  **This station is located in a subsidence area (see below).
 AU3284  ___________________________________________________________________
 AU3284  X           -     -20,055.611 (meters)                     COMP
 AU3284  Y           -  -5,569,425.532 (meters)                     COMP
 AU3284  Z           -   3,097,862.994 (meters)                     COMP
 AU3284  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AU3284  ELLIP HEIGHT-         -23.20  (meters)          (02/12/02) GPS OBS
 AU3284  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AU3284  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AU3284  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AU3284
 AU3284  HORZ ORDER  -  A
 AU3284  VERT ORDER  -  THIRD (See Below)
 AU3284  ELLP ORDER  -  THIRD     CLASS I
 AU3284
 AU3284.The horizontal coordinates were established by GPS observations
 AU3284.and adjusted by the National Geodetic Survey in September 1992..
 AU3284
 AU3284 ** The orthometric height has not been validated since last determined
 AU3284 ** by differential leveling and should not be used for control purposes.
 AU3284 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3284 ** area with valid NAVD 88 orthometric heights.
 AU3284 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3284 ** epoch indicated which incorporates improved geoid heights for the
 AU3284 ** Southern Louisiana Subsidence area.
 AU3284 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3284.The orthometric height was scaled from a topographic map.
 AU3284.WARNING-GPS observations at this control monument resulted in a GPS
 AU3284.derived orthometric height which differed from the leveled height by
 AU3284.more than one decimeter (0.1 meter).
 AU3284.The vertical order pertains to the first NAVD 88 superseded value.
 AU3284
 AU3284.This Tidal Bench Mark is designated as VM 7222
 AU3284.by the Center for Operational Oceanographic Products and Services.
 AU3284
 AU3284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3284
 AU3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3284
 AU3284.The ellipsoidal height was determined by GPS observations
 AU3284.and is referenced to NAD 83.
 AU3284
 AU3284.The geoid height was determined by GEOID03.
 AU3284
 AU3284.The dynamic height is computed by dividing the NAVD 88
 AU3284.geopotential number by the normal gravity value computed on the
 AU3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3284.degrees latitude (g = 980.6199 gals.).
 AU3284
 AU3284.The modeled gravity was interpolated from observed gravity values.
 AU3284
 AU3284;                    North         East     Units Scale Factor Converg.
 AU3284;SPC LA S     -    83,407.609 1,109,551.496   MT  1.00001151   +0 33 48.7
 AU3284;SPC LA S     -   273,646.46  3,640,253.53   sFT  1.00001151   +0 33 48.7
 AU3284;UTM  15      - 3,238,653.065   771,509.661   MT  1.00050974   +1 21 56.8
 AU3284
 AU3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3284!SPC LA S     -   1.00000364  x   1.00001151  =   1.00001515
 AU3284!UTM  15      -   1.00000364  x   1.00050974  =   1.00051339
 AU3284
 AU3284|---------------------------------------------------------------------|
 AU3284| PID    Reference Object                     Distance      Geod. Az  |
 AU3284|                                                           dddmmss.s |
 AU3284| AB7658 PANEL 18                             61.187 METERS 26218     |
 AU3284|---------------------------------------------------------------------|
 AU3284
 AU3284                          SUPERSEDED SURVEY CONTROL
 AU3284
 AU3284  ELLIP H (01/21/93)  -23.13   (m)                       GP(       ) 4 2
 AU3284  ELLIP H (09/04/92)  -23.13   (m)                       GP(       ) 3 1
 AU3284  NAD 83(1986)-  29 14 51.35619(N)    090 12 22.76334(W) AD(       ) 1
 AU3284  NAD 27      -  29 14 50.54473(N)    090 12 22.48960(W) AD(       ) 1
 AU3284  NAVD 88 (04/21/94)    1.13   (m)            3.7    (f) LEVELING    3  
 AU3284  NGVD 29 (05/20/88)    1.2    (m)            4.     (f) GPS OBS        
 AU3284
 AU3284.Superseded values are not recommended for survey control.
 AU3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3284.See file dsdata.txt to determine how the superseded data were derived.
 AU3284
 AU3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7151038653(NAD 83)
 AU3284_MARKER: DJ = TIDAL STATION DISK
 AU3284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU3284_SP_SET: STAINLESS STEEL ROD
 AU3284_STAMPING: 2084 C 1986
 AU3284_MARK LOGO: NOS   
 AU3284_PROJECTION: PROJECTING 10 CENTIMETERS
 AU3284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3284+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2003
 AU3284_ROD/PIPE-DEPTH: 24   meters
 AU3284
 AU3284  HISTORY     - Date     Condition        Report By
 AU3284  HISTORY     - 1986     MONUMENTED       NOS
 AU3284  HISTORY     - 1987     GOOD             LADTD
 AU3284  HISTORY     - 19880920 GOOD             LADTD
 AU3284  HISTORY     - 19890118 GOOD
 AU3284  HISTORY     - 19910903 GOOD             LADTD
 AU3284  HISTORY     - 19920316 GOOD
 AU3284  HISTORY     - 19920326 GOOD
 AU3284  HISTORY     - 19930224 GOOD             NGS
 AU3284  HISTORY     - 19960125 GOOD             NGS
 AU3284  HISTORY     - 19960129 GOOD             NOS
 AU3284  HISTORY     - 20030325 GOOD             LADTD
 AU3284
 AU3284                          STATION DESCRIPTION
 AU3284
 AU3284'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3284'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU3284'
 AU3284'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI)
 AU3284'SOUTH OF LEEVILLE ON STATE HIGHWAY 1 FROM THE NORTH END OF THE
 AU3284'BRIDGE OVER BAYOU LAFOURCHE.
 AU3284'OWNERSHIP--MELVIN BERNARD, 119 DOUCET LANE, GOLDEN MEADOW, LA.
 AU3284'
 AU3284'TO REACH THE STATION FROM LEEVILLE, PROCEED SOUTHERLY ON STATE
 AU3284'HIGHWAY 1 IN LEEVILLE TO THE BRIDGE OVER BAYOU LAFOURCHE.  GO OVER
 AU3284'THE BRIDGE AND TURN LEFT (EAST) AT THE END OF THE BRIDGE ONTO THE
 AU3284'OLD ROAD AND THE MARK SET ACROSS FROM THE STANDARD OIL BUILDING.
 AU3284'
 AU3284'THE STATION IS A STANDARD NOS DISK
 AU3284'STAMPED---2084 C 1986---CRIMPED ONTO A STAINLESS STEEL ROD DRIVEN
 AU3284'TO A DEPTH OF 24 METERS (80 FT) AND ENCASED IN A 5-INCH PVC PIPE
 AU3284'SURROUNDED BY CONCRETE.
 AU3284'40 METERS (127.8 FT) SOUTH-SOUTHEAST FROM A FIRE HYDRANT LOCATED ON
 AU3284'THE NORTH SIDE OF STANDARD SUPPLY COMPANY,
 AU3284'8.3 METERS (27.2 FT) WEST FROM A BLACK AND WHITE REFLECTOR MARKER
 AU3284'ON THE NORTH SIDE OF STATE HIGHWAY 1 AND
 AU3284'0.5 METERS (1.6 FT) SOUTH FROM A WITNESS POST.
 AU3284
 AU3284                          STATION RECOVERY (1988)
 AU3284
 AU3284'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3284'THE STATION IS LOCATED ABOUT 0.5 KM (0.30 MI) SOUTH OF LEEVILLE ON
 AU3284'STATE HIGHWAY 1 FROM THE NORTH END OF THE BRIDGE OVER BAYOU LAFOURCHE.
 AU3284'OWNERSHIP--MELVIN BERNARD, 119 DOUCET LANE, GOLDEN MEADOW, LA.
 AU3284'TO REACH THE STATION FROM LEEVILLE PROCEED SOUTHERLY ON STATE HIGHWAY
 AU3284'1 IN LEEVILLE TO THE BRIDGE OVER BAYOU LAFOURCHE.  GO OVER THE BRIDGE
 AU3284'AND TURN LEFT (EAST) AT THE END OF THE BRIDGE ONTO THE OLD ROAD AND
 AU3284'THE MARK SET ACROSS FROM THE STANDARD OIL BUILDING.
 AU3284'THE STATION IS 40 M (131.2 FT) SOUTH-SOUTHEAST FROM A FIRE HYDRANT
 AU3284'LOCATED ON THE NORTH SIDE OF STANDARD SUPPLY CO., 8.3 M (27.2 FT) WEST
 AU3284'FROM A BLACK AND WHITE REFLECTOR MARKER ON THE NORTH SIDE OF HIGHWAY 1
 AU3284'AND 0.5 M (1.6 FT) SOUTH FROM A WITNESS POST.
 AU3284
 AU3284                          STATION RECOVERY (1989)
 AU3284
 AU3284'RECOVERED 1989
 AU3284'RECOVERED IN GOOD CONDITION.
 AU3284
 AU3284                          STATION RECOVERY (1991)
 AU3284
 AU3284'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AU3284'THE STATION IS LOCATED ABOUT 0.3 MI (0.5 KM) SOUTH OF LEEVILLE AT
 AU3284'BAYOU LAFOURCHE.  OWNERSHIP--MR. MELVIN BERNARD, 119 DOUCET LANE,
 AU3284'GOLDEN MEADOW, LA.
 AU3284'TO REACH THE STATION FROM LEEVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY
 AU3284'1 TO THE BRIDGE OVER BAYOU LAFOURCHE, CONTINUE OVER THE BRIDGE FOR
 AU3284'0.55 MI (0.89 KM) TO A PAVED ROAD LEFT (OLD HIGHWAY 1) NEAR THE SOUTH
 AU3284'END OF THE BRIDGE, TURN SHARP LEFT AND GO NORTHWESTERLY ON OLD
 AU3284'HIGHWAY 1 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 AU3284'THE STATION IS 131.0 FT (39.9 M) EAST OF THE CENTER OF A DRIVEWAY
 AU3284'LEADING TO THE STANDARD OIL COMPANY BUILDING, 127.5 FT (38.9 M)
 AU3284'EAST-SOUTHEAST FROM A FIRE HYDRANT LOCATED ON THE NORTH SIDE OF THE
 AU3284'HIGHWAY AND ACROSS FROM THE DRIVEWAY LEADING TO THE STANDARD OIL
 AU3284'COMPANY BUILDING, 27.0 FT (8.2 M) WEST FROM A BLACK AND WHITE
 AU3284'REFLECTOR MARKER ON THE NORTH SIDE OF HIGHWAY 1, 16.0 FT (4.9 M)
 AU3284'NORTH-NORTHEAST FROM THE CENTER OF THE HIGHWAY LEADING TO THE OIL
 AU3284'COMPANY, 1.5 FT (0.5 M) SOUTH FROM A FIBERGLASS WITNESS POST, FLUSH
 AU3284'WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE ROAD.
 AU3284
 AU3284                          STATION RECOVERY (1992)
 AU3284
 AU3284'RECOVERED 1992
 AU3284'RECOVERED IN GOOD CONDITION.
 AU3284
 AU3284                          STATION RECOVERY (1992)
 AU3284
 AU3284'RECOVERED 1992
 AU3284'RECOVERED IN GOOD CONDITION.
 AU3284
 AU3284                          STATION RECOVERY (1993)
 AU3284
 AU3284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3284'17.7 KM (11.00 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 AU3284'JUNCTION OF STATE HIGHWAY 308 IN GOLDEN MEADOW, THENCE 0.5 KM (0.30
 AU3284'MI) NORTHERLY ALONG A PAVED ROAD, 75.0 M (246.1 FT) NORTHWEST OF
 AU3284'BENCH MARK 876 2084 D TIDAL, 4.6 M (15.1 FT) NORTHEAST OF THE CENTER
 AU3284'OF THE ROAD, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M
 AU3284'(1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A
 AU3284'5-INCH PVC PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 AU3284'SURFACE.
 AU3284
 AU3284                          STATION RECOVERY (1996)
 AU3284
 AU3284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AU3284'RECOVERED AS DESCRIBED.
 AU3284
 AU3284                          STATION RECOVERY (1996)
 AU3284
 AU3284'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (RPB)
 AU3284'RECOVERED AS DESCRIBED.
 AU3284
 AU3284                          STATION RECOVERY (2003)
 AU3284
 AU3284'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 AU3284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3285 ***********************************************************************
 AU3285  TIDAL BM    -  This is a Tidal Bench Mark.
 AU3285  DESIGNATION -  876 2184 C TIDAL
 AU3285  PID         -  AU3285
 AU3285  STATE/COUNTY-  LA/LAFOURCHE
 AU3285  USGS QUAD   -  BAY COURANT (1994)
 AU3285
 AU3285                         *CURRENT SURVEY CONTROL
 AU3285  ___________________________________________________________________
 AU3285* NAD 83(1992)-  29 22 26.18125(N)    090 15 47.44715(W)     ADJUSTED  
 AU3285* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3285  **This station is located in a subsidence area (see below).
 AU3285  ___________________________________________________________________
 AU3285  X           -     -25,550.922 (meters)                     COMP
 AU3285  Y           -  -5,562,546.628 (meters)                     COMP
 AU3285  Z           -   3,110,074.005 (meters)                     COMP
 AU3285  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AU3285  ELLIP HEIGHT-         -23.91  (meters)          (09/30/02) GPS OBS
 AU3285  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AU3285  DYNAMIC HT  -           0.8   (meters)       3.    (feet)  COMP
 AU3285  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AU3285
 AU3285  HORZ ORDER  -  FIRST
 AU3285  ELLP ORDER  -  FOURTH    CLASS II
 AU3285
 AU3285.The horizontal coordinates were established by GPS observations
 AU3285.and adjusted by the National Geodetic Survey in January 1993..
 AU3285
 AU3285 ** The orthometric height has not been validated since last determined
 AU3285 ** by differential leveling and should not be used for control purposes.
 AU3285 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3285 ** area with valid NAVD 88 orthometric heights.
 AU3285 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3285 ** epoch indicated which incorporates improved geoid heights for the
 AU3285 ** Southern Louisiana Subsidence area.
 AU3285 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3285.The orthometric height was scaled from a topographic map.
 AU3285
 AU3285.This Tidal Bench Mark is designated as VM 7236
 AU3285.by the Center for Operational Oceanographic Products and Services.
 AU3285
 AU3285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3285
 AU3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3285
 AU3285.The ellipsoidal height was determined by GPS observations
 AU3285.and is referenced to NAD 83.
 AU3285
 AU3285.The geoid height was determined by GEOID03.
 AU3285
 AU3285.The dynamic height is computed by dividing the NAVD 88
 AU3285.geopotential number by the normal gravity value computed on the
 AU3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3285.degrees latitude (g = 980.6199 gals.).
 AU3285
 AU3285.The modeled gravity was interpolated from observed gravity values.
 AU3285
 AU3285;                    North         East     Units Scale Factor Converg.
 AU3285;SPC LA S     -    97,358.254 1,103,894.030   MT  0.99998517   +0 32 06.3
 AU3285;SPC LA S     -   319,416.20  3,621,692.33   sFT  0.99998517   +0 32 06.3
 AU3285;UTM  15      - 3,252,529.655   765,653.821   MT  1.00047090   +1 20 35.6
 AU3285
 AU3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3285!SPC LA S     -   1.00000376  x   0.99998517  =   0.99998893
 AU3285!UTM  15      -   1.00000376  x   1.00047090  =   1.00047466
 AU3285
 AU3285                          SUPERSEDED SURVEY CONTROL
 AU3285
 AU3285  ELLIP H (01/21/93)  -23.86   (m)                       GP(       ) 4 2
 AU3285  NAD 83(1986)-  29 22 26.20059(N)    090 15 47.44972(W) AD(       ) 1
 AU3285  NAD 27      -  29 22 25.40291(N)    090 15 47.16964(W) AD(       ) 1
 AU3285  NGVD 29 (05/20/88)    0.8    (m)            3.     (f) GPS OBS        
 AU3285
 AU3285.Superseded values are not recommended for survey control.
 AU3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3285.See file dsdata.txt to determine how the superseded data were derived.
 AU3285
 AU3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6565452530(NAD 83)
 AU3285_MARKER: DJ = TIDAL STATION DISK
 AU3285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU3285_SP_SET: STAINLESS STEEL ROD
 AU3285_STAMPING: 2184 C 1986
 AU3285_MARK LOGO: NOS   
 AU3285_PROJECTION: FLUSH
 AU3285_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3285+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AU3285_ROD/PIPE-DEPTH: 24.0 meters
 AU3285
 AU3285  HISTORY     - Date     Condition        Report By
 AU3285  HISTORY     - 1986     MONUMENTED       NOS
 AU3285  HISTORY     - 1987     GOOD             LADTD
 AU3285  HISTORY     - 19880920 GOOD             LADTD
 AU3285  HISTORY     - 19890118 GOOD
 AU3285  HISTORY     - 19930224 GOOD             NGS
 AU3285
 AU3285                          STATION DESCRIPTION
 AU3285
 AU3285'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3285'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU3285'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AU3285'
 AU3285'THE STATION IS LOCATED ABOUT 0.48 KM (0.3 MI)
 AU3285'WEST OF STATE HIGHWAY 1 IN GOLDEN MEADOW AT THE TEXACO DOCK.
 AU3285'OWNERSHIP--TEXACO WHARF, TEXACO INC, GOLDEN MEADOW, LA.
 AU3285'
 AU3285'TO REACH THE STATION FROM STATE HIGHWAY IN GOLDEN MEADOW PROCEED
 AU3285'SOUTH ON HIGHWAY 1 TO ITS JUNCTION WITH STATE HIGHWAY 3235.
 AU3285'GO SOUTH ON HIGHWAY 3235 TO THE GOLDEN MEADOW WATER TOWER ON THE
 AU3285'RIGHT.  TURN RIGHT AND GO PAST THE HURRICANE PROTECTION WALL TO THE
 AU3285'TEXACO DOCK.  THE BENCH MARK IS LOCATED NORTH OF THE OFFICE
 AU3285'BUILDING ON THE NORTH SIDE OF THE PARKING LOT.
 AU3285'
 AU3285'THE STATION IS A STANDARD NOS DISK
 AU3285'STAMPED---2184 C 1986---,
 AU3285'CRIMPED ONTO A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 24 METERS
 AU3285'AND ENCASED IN A 5-INCH PVC PIPE AND KICKBLOCK.
 AU3285'21.9 METERS (71.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 AU3285'METAL LOADING RAMP WEST OF THE TEXACO OFFICE BUILDING,
 AU3285'5.7 METERS (18.6 FT) SOUTH-SOUTHWEST FROM A LIGHT POLE IN THE SHELL
 AU3285'PARKING AREA NORTHWEST OF THE TEXACO OFFICE AND
 AU3285'0.4 METERS (1.2 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 AU3285
 AU3285                          STATION RECOVERY (1988)
 AU3285
 AU3285'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3285'THE STATION IS LOCATED ABOUT 0.48 KM (0.30 MI) WEST OF STATE HIGHWAY 1
 AU3285'IN GOLDEN MEADOW AT THE TEXACO DOCK.  OWNERSHIP--TEXACO WHARF, TEXACO
 AU3285'INC., GOLDEN MEADOW, LA
 AU3285'TO REACH THE STATION FROM STATE HIGHWAY 1 IN GOLDEN MEADOW PROCEED
 AU3285'SOUTH ON HIGHWAY 1 TO ITS JUNCTION WITH STATE HIGHWAY 3235.  GO SOUTH
 AU3285'ON HIGHWAY 3235 TO THE GOLDEN MEADOW WATER TOWER ON THE RIGHT.  TURN
 AU3285'RIGHT AND GO PAST THE HURRICANE PROTECTION WALL TO THE TEXACO DOCK.
 AU3285'THE BENCH MARK IS LOCATED NORTH OF THE OFFICE BUILDING ON THE NORTH
 AU3285'SIDE OF THE PARKING LOT.
 AU3285'THE STATION IS 21.9 M (71.9 FT) NORTHEAST FROM THE NORTHEAST OF THE
 AU3285'METAL LOADING RAMP WEST OF THE OFFICE BUILDING, 5.7 M (18.7 FT)
 AU3285'SOUTH-SOUTHWEST FROM A LIGHT POLE IN THE SHELL PARKING AREA NORTHWEST
 AU3285'OF THE TEXACO OFFICE AND 0.4 M (1.3 FT) EAST-SOUTHEAST FROM A WITNESS
 AU3285'POST.
 AU3285
 AU3285                          STATION RECOVERY (1989)
 AU3285
 AU3285'RECOVERED 1989
 AU3285'RECOVERED IN GOOD CONDITION.
 AU3285
 AU3285                          STATION RECOVERY (1993)
 AU3285
 AU3285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3285'IN GOLDEN MEADOW, AT THE INTERSECTION OF STATE HIGHWAY 3235 AND TEXAS
 AU3285'ROAD, 116.5 M (382.2 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 AU3285'LANES OF THE HIGHWAY, 77.1 M (253.0 FT) WEST OF BENCH MARK 876 2184 F
 AU3285'TIDAL, 65.0 M (213.3 FT) EAST OF BENCH MARK 876 2184 B TIDAL, 9.6 M
 AU3285'(31.5 FT) NORTH OF AND LEVEL WITH THE EXTENDED CENTER OF THE ROAD,
 AU3285'5.7 M (18.7 FT) SOUTH OF A UTILITY POLE, 0.5 M (1.6 FT) NORTHEAST OF
 AU3285'THE SOUTH END OF A GUARDRAIL, AND 0.4 M (1.3 FT) EAST-SOUTHEAST OF A
 AU3285'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND
 AU3285'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  THE MARK IS ON
 AU3285'PROPERTY OWNED BY TEXACO EXPLORATION AND PRODUCTION INCORPORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3732 ***********************************************************************
 BJ3732  TIDAL BM    -  This is a Tidal Bench Mark.
 BJ3732  DESIGNATION -  876 2419 A TIDAL
 BJ3732  PID         -  BJ3732
 BJ3732  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ3732  USGS QUAD   -  MANCHAC (1979)
 BJ3732
 BJ3732                         *CURRENT SURVEY CONTROL
 BJ3732  ___________________________________________________________________
 BJ3732* NAD 83(1986)-  30 16 54.     (N)    090 23 59.     (W)     SCALED    
 BJ3732* NAVD 88     -         1.333  (meters)       4.37   (feet)  ADJUSTED  
 BJ3732  ___________________________________________________________________
 BJ3732  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ3732  DYNAMIC HT  -           1.331 (meters)       4.37  (feet)  COMP
 BJ3732  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BJ3732
 BJ3732  VERT ORDER  -  FIRST     CLASS II
 BJ3732
 BJ3732.The horizontal coordinates were scaled from a topographic map and have
 BJ3732.an estimated accuracy of +/- 6 seconds.
 BJ3732
 BJ3732.The orthometric height was determined by differential leveling
 BJ3732.and adjusted by the National Geodetic Survey in February 1994..
 BJ3732
 BJ3732.This Tidal Bench Mark is designated as VM 11368
 BJ3732.by the Center for Operational Oceanographic Products and Services.
 BJ3732
 BJ3732.The geoid height was determined by GEOID03.
 BJ3732
 BJ3732.The dynamic height is computed by dividing the NAVD 88
 BJ3732.geopotential number by the normal gravity value computed on the
 BJ3732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3732.degrees latitude (g = 980.6199 gals.).
 BJ3732
 BJ3732.The modeled gravity was interpolated from observed gravity values.
 BJ3732
 BJ3732;                    North         East    Units  Estimated Accuracy
 BJ3732;SPC LA S     -   197,850.    1,089,820.      MT  (+/- 180 meters Scaled)
 BJ3732
 BJ3732                          SUPERSEDED SURVEY CONTROL
 BJ3732
 BJ3732.No superseded survey control is available for this station.
 BJ3732
 BJ3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP501528(NAD 83)
 BJ3732_MARKER: DJ = TIDAL STATION DISK
 BJ3732_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3732_SP_SET: COPPER-CLAD STEEL ROD
 BJ3732_STAMPING: 2419 A 1982
 BJ3732_MARK LOGO: NOS   
 BJ3732_PROJECTION: FLUSH
 BJ3732_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ3732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3732+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1992
 BJ3732_ROD/PIPE-DEPTH: 16.0 meters
 BJ3732
 BJ3732  HISTORY     - Date     Condition        Report By
 BJ3732  HISTORY     - 1982     MONUMENTED       NOS
 BJ3732  HISTORY     - 1986     GOOD             NGS
 BJ3732  HISTORY     - 19920618 GOOD             NGS
 BJ3732
 BJ3732                          STATION DESCRIPTION
 BJ3732
 BJ3732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3732'IN GALVA.
 BJ3732'THE MARK IS 0.12 M BELOW OLD HIGHWAY 51.
 BJ3732'IN GALVA AT THE NORTHWEST END OF OLD U.S. HIGHWAY 51 AT THE ENTRANCE
 BJ3732'TO A FISHING PIER.  IT IS 3.96 METERS (13.0 FT) NORTHEAST OF THE
 BJ3732'CENTER OF OLD HIGHWAY 51, 4.27 METERS (14.0 FT) SOUTH-SOUTHWEST OF THE
 BJ3732'CENTER OF TWO POLES WITH A SIGN--CABLE CROSSING--, 1.00 METERS
 BJ3732'(3.3 FT) SOUTHWEST OF A UTILITY POLE.
 BJ3732'THE MARK IS 0.27 METERS  SW FROM  A WITNESS POST
 BJ3732
 BJ3732                          STATION RECOVERY (1992)
 BJ3732
 BJ3732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ3732'17.9 KM (11.10 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ3732'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, 71.0 M (232.9 FT)
 BJ3732'WEST OF THE NEAR RAIL, 29.2 M (95.8 FT) EAST OF THE CENTERLINE OF A
 BJ3732'PAVED HIGHWAY, 4.2 M (13.8 FT) EAST-NORTHEAST OF THE CENTER OF A
 BJ3732'PAVED ROAD, 0.8 M (2.6 FT) WEST-SOUTHWEST OF A UTILITY POLE, 0.3 M
 BJ3732'(1.0 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 BJ3732'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--THE DISK
 BJ3732'IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.13 M (0.43 FT)
 BJ3732'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7270 ***********************************************************************
 AH7270  FBN         -  This is a Federal Base Network Control Station.
 AH7270  TIDAL BM    -  This is a Tidal Bench Mark.
 AH7270  DESIGNATION -  876 2928 A TIDAL
 AH7270  PID         -  AH7270
 AH7270  STATE/COUNTY-  LA/TERREBONNE
 AH7270  USGS QUAD   -  LAKE QUITMAN (1994)
 AH7270
 AH7270                         *CURRENT SURVEY CONTROL
 AH7270  ___________________________________________________________________
 AH7270* NAD 83(1992)-  29 15 15.52408(N)    090 39 45.39268(W)     ADJUSTED  
 AH7270* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH7270  **This station is located in a subsidence area (see below).
 AH7270  ___________________________________________________________________
 AH7270  X           -     -64,403.561 (meters)                     COMP
 AH7270  Y           -  -5,568,724.964 (meters)                     COMP
 AH7270  Z           -   3,098,512.518 (meters)                     COMP
 AH7270  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AH7270  ELLIP HEIGHT-         -23.64  (meters)          (06/20/00) GPS OBS
 AH7270  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AH7270
 AH7270  HORZ ORDER  -  A
 AH7270  ELLP ORDER  -  THIRD     CLASS I
 AH7270
 AH7270.The horizontal coordinates were established by GPS observations
 AH7270.and adjusted by the National Geodetic Survey in June 2000..
 AH7270
 AH7270 ** The orthometric height has not been validated since last determined
 AH7270 ** by differential leveling and should not be used for control purposes.
 AH7270 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH7270 ** area with valid NAVD 88 orthometric heights.
 AH7270 ** The geoid height was determined by a new realization of GEOID03 for the
 AH7270 ** epoch indicated which incorporates improved geoid heights for the
 AH7270 ** Southern Louisiana Subsidence area.
 AH7270 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH7270.The orthometric height was determined by GPS observations and a
 AH7270.high-resolution geoid model.
 AH7270
 AH7270.This Tidal Bench Mark is designated as VM 837
 AH7270.by the Center for Operational Oceanographic Products and Services.
 AH7270
 AH7270.Photographs are available for this station.
 AH7270
 AH7270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7270
 AH7270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7270
 AH7270.The ellipsoidal height was determined by GPS observations
 AH7270.and is referenced to NAD 83.
 AH7270
 AH7270.The geoid height was determined by GEOID03.
 AH7270
 AH7270;                    North         East     Units Scale Factor Converg.
 AH7270;SPC LA S     -    83,804.380 1,065,194.304   MT  1.00000998   +0 20 07.3
 AH7270;SPC LA S     -   274,948.20  3,494,724.98   sFT  1.00000998   +0 20 07.3
 AH7270;UTM  15      - 3,238,426.661   727,135.374   MT  1.00023665   +1 08 33.9
 AH7270
 AH7270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7270!SPC LA S     -   1.00000371  x   1.00000998  =   1.00001369
 AH7270!UTM  15      -   1.00000371  x   1.00023665  =   1.00024036
 AH7270
 AH7270                          SUPERSEDED SURVEY CONTROL
 AH7270
 AH7270  NAD 83(1992)-  29 15 15.52407(N)    090 39 45.39258(W) AD(       ) B
 AH7270  ELLIP H (03/10/99)  -23.63   (m)                       GP(       ) 3 1
 AH7270
 AH7270.Superseded values are not recommended for survey control.
 AH7270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7270.See file dsdata.txt to determine how the superseded data were derived.
 AH7270
 AH7270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2713538427(NAD 83)
 AH7270_MARKER: DJ = TIDAL STATION DISK
 AH7270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7270_STAMPING: 2928 A 1986
 AH7270_MARK LOGO: NOS   
 AH7270_PROJECTION: PROJECTING 15 CENTIMETERS
 AH7270_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7270+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1998
 AH7270_ROD/PIPE-DEPTH: 24.4 meters
 AH7270
 AH7270  HISTORY     - Date     Condition        Report By
 AH7270  HISTORY     - 1986     MONUMENTED       NOS
 AH7270  HISTORY     - 19980223 GOOD             NGS
 AH7270
 AH7270                          STATION DESCRIPTION
 AH7270
 AH7270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AH7270'THE STATION IS LOCATED NEAR THE NORTH EDGE OF COCODRIE, ON THE
 AH7270'WEST-SOUTHWEST SIDE OF THE LUMCON COMPLEX, NEAR THE NORTHWEST SIDE OF
 AH7270'TWO ELEVATED 6-INCH PVC PIPES ABOUT 40-FOOT LONG, SURROUNDED BY A
 AH7270'4-LEGGED YELLOW METAL PIPE FRAME ABOUT 1.1 M (3.6 FT) HIGH.
 AH7270'OWNERSHIP--LOUISIANA UNIVERSITY MARINE CONSORTIUM, 8124 HIGHWAY 56,
 AH7270'CHAUVIN LA 70344, PHONE 504-851-2803.  NOTE--CONTACT MICHAEL J. DAGG,
 AH7270'PH.D., EXECUTIVE DIRECTOR OR PERSONNEL IN OFFICE UPON ARRIVAL. TO
 AH7270'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 57, ABOUT
 AH7270'8.0 KM (4.95 MI) NORTH OF COCODRIE, GO SOUTH FOR 6.52 KM (4.05 MI)
 AH7270'ALONG HIGHWAY 56 TO THE LUMCON COMPLEX ENTRANCE ON THE RIGHT.  TURN
 AH7270'RIGHT, WEST FOR 0.16 KM (0.10 MI) ALONG THE GRAVEL ENTRANCE ROAD TO A
 AH7270'DRIVE THROUGH ENTRANCE WITH OVERHEAD OFFICES. CONTINUE WEST, THEN
 AH7270'SOUTHWEST FOR 0.14 KM (0.10 MI) ALONG A GRAVEL/SHELL ROAD TO THE
 AH7270'ELEVATED PVC PIPES AND THE STATION ON THE RIGHT.  NOTE--THE DATUM
 AH7270'POINT IS THE TOP CENTER OF A BENCH MARK DISK CRIMPED TO THE TOP OF A
 AH7270'STAINLESS STEEL ROD PROJECTING ABOUT 15 CM ABOVE GROUND AND DRIVEN TO
 AH7270'A DEPTH OF 24.4 M (80.1 FT), ENCASED IN A 5-INCH PVC PIPE FLUSH WITH
 AH7270'THE GROUND.  LOCATED 24.0 M (78.7 FT) NORTH-NORTHWEST OF A METAL LIGHT
 AH7270'POLE AT THE SOUTHWEST CORNER OF THE COMPLEX, 17.7 M (58.1 FT)
 AH7270'WEST-SOUTHWEST OF THE NORTHWEST END OF THE PIPE, 6.8 M (22.3 FT)
 AH7270'EAST-NORTHEAST OF THE 1ST ELBOW SOUTHWEST OF THE NORTHWEST END OF THE
 AH7270'PIPE AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--WEAR
 AH7270'PROTECTIVE CLOTHING AND HAVE MOSQUITO REPELLENT AS THE MOSQUITOES ARE
 AH7270'VERY BAD HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7223 ***********************************************************************
 AB7223  TIDAL BM    -  This is a Tidal Bench Mark.
 AB7223  DESIGNATION -  876 2928 G TIDAL
 AB7223  PID         -  AB7223
 AB7223  STATE/COUNTY-  LA/TERREBONNE
 AB7223  USGS QUAD   -  LAKE QUITMAN (1994)
 AB7223
 AB7223                         *CURRENT SURVEY CONTROL
 AB7223  ___________________________________________________________________
 AB7223* NAD 83(1992)-  29 15 13.75607(N)    090 39 43.44946(W)     ADJUSTED  
 AB7223* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AB7223  **This station is located in a subsidence area (see below).
 AB7223  ___________________________________________________________________
 AB7223  X           -     -64,351.406 (meters)                     COMP
 AB7223  Y           -  -5,568,752.196 (meters)                     COMP
 AB7223  Z           -   3,098,465.040 (meters)                     COMP
 AB7223  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AB7223  ELLIP HEIGHT-         -23.61  (meters)          (02/20/02) GPS OBS
 AB7223  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AB7223
 AB7223  HORZ ORDER  -  FIRST
 AB7223  ELLP ORDER  -  FOURTH    CLASS I
 AB7223
 AB7223.The horizontal coordinates were established by GPS observations
 AB7223.and adjusted by the National Geodetic Survey in October 1996..
 AB7223
 AB7223 ** The orthometric height has not been validated since last determined
 AB7223 ** by differential leveling and should not be used for control purposes.
 AB7223 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AB7223 ** area with valid NAVD 88 orthometric heights.
 AB7223 ** The geoid height was determined by a new realization of GEOID03 for the
 AB7223 ** epoch indicated which incorporates improved geoid heights for the
 AB7223 ** Southern Louisiana Subsidence area.
 AB7223 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AB7223.The orthometric height was determined by GPS observations and a
 AB7223.high-resolution geoid model.
 AB7223
 AB7223.This Tidal Bench Mark is designated as VM 13755
 AB7223.by the Center for Operational Oceanographic Products and Services.
 AB7223
 AB7223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7223
 AB7223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7223
 AB7223.The ellipsoidal height was determined by GPS observations
 AB7223.and is referenced to NAD 83.
 AB7223
 AB7223.The geoid height was determined by GEOID03.
 AB7223
 AB7223;                    North         East     Units Scale Factor Converg.
 AB7223;SPC LA S     -    83,750.253 1,065,247.090   MT  1.00001010   +0 20 08.3
 AB7223;SPC LA S     -   274,770.62  3,494,898.16   sFT  1.00001010   +0 20 08.3
 AB7223;UTM  15      - 3,238,373.271   727,188.929   MT  1.00023695   +1 08 34.8
 AB7223
 AB7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7223!SPC LA S     -   1.00000371  x   1.00001010  =   1.00001381
 AB7223!UTM  15      -   1.00000371  x   1.00023695  =   1.00024066
 AB7223
 AB7223                          SUPERSEDED SURVEY CONTROL
 AB7223
 AB7223  ELLIP H (10/01/96)  -23.53   (m)                       GP(       ) 3 1
 AB7223
 AB7223.Superseded values are not recommended for survey control.
 AB7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7223.See file dsdata.txt to determine how the superseded data were derived.
 AB7223
 AB7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2718938373(NAD 83)
 AB7223_MARKER: DB = BENCH MARK DISK
 AB7223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB7223_STAMPING: 2928 G 1986
 AB7223_MARK LOGO: NOS   
 AB7223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB7223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7223+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AB7223
 AB7223  HISTORY     - Date     Condition        Report By
 AB7223  HISTORY     - 1986     MONUMENTED       NOS
 AB7223
 AB7223                          STATION DESCRIPTION
 AB7223
 AB7223'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 AB7223'THE STATION IS LOCATED AT THE LOMCON FACILITY IN COCODRIE.  TO REACH
 AB7223'THE STATION FROM TH EJUNCTION OF HIGHWATS 90 AND 56 IN HOUMA, PROCEED
 AB7223'SOUTH ON HWY 56 FOR 27 MI (43.5 KM) TO THE LOMCON FACILITY AND THE
 AB7223'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3286 ***********************************************************************
 AU3286  TIDAL BM    -  This is a Tidal Bench Mark.
 AU3286  DESIGNATION -  876 3027 B TIDAL
 AU3286  PID         -  AU3286
 AU3286  STATE/COUNTY-  LA/TERREBONNE
 AU3286  USGS QUAD   -  LAKE QUITMAN (1994)
 AU3286
 AU3286                         *CURRENT SURVEY CONTROL
 AU3286  ___________________________________________________________________
 AU3286* NAD 83(1992)-  29 22 19.41403(N)    090 42 41.48421(W)     ADJUSTED  
 AU3286* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AU3286  **This station is located in a subsidence area (see below).
 AU3286  ___________________________________________________________________
 AU3286  X           -     -69,078.292 (meters)                     COMP
 AU3286  Y           -  -5,562,278.311 (meters)                     COMP
 AU3286  Z           -   3,109,892.280 (meters)                     COMP
 AU3286  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3286  ELLIP HEIGHT-         -24.22  (meters)          (02/21/02) GPS OBS
 AU3286  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AU3286
 AU3286  HORZ ORDER  -  FIRST
 AU3286  ELLP ORDER  -  FIFTH     CLASS I
 AU3286
 AU3286.The horizontal coordinates were established by GPS observations
 AU3286.and adjusted by the National Geodetic Survey in January 1993..
 AU3286
 AU3286 ** The orthometric height has not been validated since last determined
 AU3286 ** by differential leveling and should not be used for control purposes.
 AU3286 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3286 ** area with valid NAVD 88 orthometric heights.
 AU3286 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3286 ** epoch indicated which incorporates improved geoid heights for the
 AU3286 ** Southern Louisiana Subsidence area.
 AU3286 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3286.The orthometric height was determined by GPS observations and a
 AU3286.high-resolution geoid model.
 AU3286
 AU3286.This Tidal Bench Mark is designated as VM 10877
 AU3286.by the Center for Operational Oceanographic Products and Services.
 AU3286
 AU3286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3286
 AU3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3286
 AU3286.The ellipsoidal height was determined by GPS observations
 AU3286.and is referenced to NAD 83.
 AU3286
 AU3286.The geoid height was determined by GEOID03.
 AU3286
 AU3286;                    North         East     Units Scale Factor Converg.
 AU3286;SPC LA S     -    96,828.552 1,060,369.067   MT  0.99998553   +0 18 39.3
 AU3286;SPC LA S     -   317,678.34  3,478,894.18   sFT  0.99998553   +0 18 39.3
 AU3286;UTM  15      - 3,251,384.264   722,125.440   MT  1.00020885   +1 07 22.5
 AU3286
 AU3286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3286!SPC LA S     -   1.00000380  x   0.99998553  =   0.99998933
 AU3286!UTM  15      -   1.00000380  x   1.00020885  =   1.00021265
 AU3286
 AU3286:                Primary Azimuth Mark                     Grid Az
 AU3286:SPC LA S     -  GC 3                                     345 36 14.9
 AU3286:UTM  15      -  GC 3                                     344 47 31.7
 AU3286
 AU3286|---------------------------------------------------------------------|
 AU3286| PID    Reference Object                     Distance      Geod. Az  |
 AU3286|                                                           dddmmss.s |
 AU3286| AH6332 GC 3                                APPROX. 0.6 KM 3455454.2 |
 AU3286|---------------------------------------------------------------------|
 AU3286
 AU3286                          SUPERSEDED SURVEY CONTROL
 AU3286
 AU3286  ELLIP H (01/21/93)  -24.25   (m)                       GP(       ) 4 2
 AU3286  NAD 83(1986)-  29 22 19.43584(N)    090 42 41.49568(W) AD(       ) 1
 AU3286  NAD 27      -  29 22 18.63473(N)    090 42 41.17031(W) AD(       ) 1
 AU3286  NGVD 29 (05/20/88)    1.1    (m)            4.     (f) GPS OBS        
 AU3286
 AU3286.Superseded values are not recommended for survey control.
 AU3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3286.See file dsdata.txt to determine how the superseded data were derived.
 AU3286
 AU3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2212551384(NAD 83)
 AU3286_MARKER: DJ = TIDAL STATION DISK
 AU3286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU3286_SP_SET: STAINLESS STEEL ROD
 AU3286_STAMPING: 3027 B 1986
 AU3286_MARK LOGO: NOS   
 AU3286_PROJECTION: FLUSH
 AU3286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3286+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1995
 AU3286_ROD/PIPE-DEPTH: 24.0 meters
 AU3286
 AU3286  HISTORY     - Date     Condition        Report By
 AU3286  HISTORY     - UNK      MONUMENTED
 AU3286  HISTORY     - 1987     GOOD             LADTD
 AU3286  HISTORY     - 19880920 GOOD             LADTD
 AU3286  HISTORY     - 19890118 GOOD
 AU3286  HISTORY     - 19950107 GOOD             MPHI
 AU3286  HISTORY     - 20060423 MARK NOT FOUND   NGS
 AU3286
 AU3286                          STATION DESCRIPTION
 AU3286
 AU3286'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3286'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU3286'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AU3286'
 AU3286'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 57 AT THE
 AU3286'BRIDGE CROSSING BAYOU DULAC AND ON THE SOUTHEAST FINDER SYSTEM ON
 AU3286'THE SOUTH SIDE OF THE BAYOU IN SECTION 87, T 19 S, R 17 E, IN
 AU3286'DULAC, LOUISIANA.
 AU3286'OWNERSHIP-- LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3286'
 AU3286'TO REACH THE STATION FROM HOUMA, PROCEED SOUTHERLY ALONG STATE
 AU3286'HIGHWAY 57 TO THE BRIDGE AT BAYOU DULAC.  THE MARK IS SET ON THE
 AU3286'SOUTH SIDE OF THE BRIDGE ON THE OUTSIDE OF THE CURVE JUST PAST THE
 AU3286'BRIDGE.
 AU3286'
 AU3286'THE STATION IS A  STANDARD NOS DISK STAMPED---3027 B 1986---,
 AU3286'CRIMPED ONTO A STAINLESS STEEL ROD DRIVEN 24 METERS TO REFUSAL AND
 AU3286'ENCASED IN A 5-INCH PVC PIPE WITH A CONCRETE KICKBLOCK.
 AU3286'11.6 METERS (38 FT) WEST FROM A UTILITY POLE AT THE SOUTHEAST
 AU3286'CORNER OF A STREET,
 AU3286'2.1 METERS (6.9 FT) SOUTHEAST FROM A POST SUPPORTING A YELLOW
 AU3286'HIGHWAY DIRECTIONAL SIGN WITH A BLACK ARROW POINTING WEST AND
 AU3286'0.4 METERS (1.4 FT) NORTH FROM A WITNESS POST.
 AU3286
 AU3286                          STATION RECOVERY (1988)
 AU3286
 AU3286'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3286'THE STATION IS LOCATED ON THE EAST SIDE OF THE BRIDGE CROSSING BAYOU
 AU3286'DULAC AND ON THE SOUTHEAST FENDER SYSTEM ON THE SOUTH SIDE OF THE
 AU3286'BAYOU IN SECTION 87, T 19 S, R 17 E, IN DULAC, LOUISIANA.
 AU3286'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3286'TO REACH THE STATION FROM HOUMA PROCEED SOUTHERLY ON STATE HIGHWAY 57
 AU3286'TO THE BRIDGE AT BAYOU DULAC.  THE MARK IS SET ON THE SOUTH SIDE OF
 AU3286'THE BRIDGE ON THE OUTSIDE OF THE CURVE JUST PAST THE BRIDGE.
 AU3286'THE STATION IS 11.6 M (38.1 FT) WEST FROM A UTILITY POLE AT THE
 AU3286'SOUTHEAST CORNER OF A STREET, 2.1 M (6.9 FT) SOUTHEAST FROM THE POST
 AU3286'SUPPORTING A YELLOW HIGHWAY DIRECTIONAL SIGN WITH A BLACK ARROW
 AU3286'POINTING WEST AND 0.4 M (1.3 FT) NORTH FROM A WITNESS POST.
 AU3286
 AU3286                          STATION RECOVERY (1989)
 AU3286
 AU3286'RECOVERED 1989
 AU3286'RECOVERED IN GOOD CONDITION.
 AU3286
 AU3286                          STATION RECOVERY (1995)
 AU3286
 AU3286'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3286'RECOVERED AS DESCRIBED.
 AU3286
 AU3286                          STATION RECOVERY (2006)
 AU3286
 AU3286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU3286'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1423 ***********************************************************************
 CP1423  DESIGNATION -  88 M BOLT
 CP1423  PID         -  CP1423
 CP1423  STATE/COUNTY-  LA/MADISON
 CP1423  USGS QUAD   -  TALLULAH (1994)
 CP1423
 CP1423                         *CURRENT SURVEY CONTROL
 CP1423  ___________________________________________________________________
 CP1423* NAD 83(1986)-  32 29 38.     (N)    091 08 18.     (W)     SCALED    
 CP1423* NAVD 88     -        25.27   (+/-2cm)      82.9    (feet)  VERTCON   
 CP1423  ___________________________________________________________________
 CP1423  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1423
 CP1423  VERT ORDER  -  ? (See Below)
 CP1423
 CP1423.The horizontal coordinates were scaled from a topographic map and have
 CP1423.an estimated accuracy of +/- 6 seconds.
 CP1423
 CP1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1423.The vertical order pertains to the NGVD 29 superseded value.
 CP1423
 CP1423.The geoid height was determined by GEOID03.
 CP1423
 CP1423;                    North         East    Units  Estimated Accuracy
 CP1423;SPC LA N     -   221,880.    1,127,970.      MT  (+/- 180 meters Scaled)
 CP1423
 CP1423                          SUPERSEDED SURVEY CONTROL
 CP1423
 CP1423  NGVD 29 (??/??/92)   25.288  (m)           82.97   (f) ADJ UNCH    ?  
 CP1423
 CP1423.Superseded values are not recommended for survey control.
 CP1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1423.See file dsdata.txt to determine how the superseded data were derived.
 CP1423
 CP1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR749967(NAD 83)
 CP1423_MARKER: B = BOLT
 CP1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1423_SP_SET: STONE
 CP1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1423+STABILITY: SURFACE MOTION
 CP1423
 CP1423  HISTORY     - Date     Condition        Report By
 CP1423  HISTORY     - UNK      MONUMENTED       DOD
 CP1423  HISTORY     - 1934     GOOD             DOD
 CP1423
 CP1423                          STATION DESCRIPTION
 CP1423
 CP1423'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1423'1 MI E FROM TALLA BENA.
 CP1423'B.M. 88 M IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 12 INCHES
 CP1423'ABOVE GROUND.  LOCATED ON RIGHT BANK OF MISS. RIVER, MADISON PARISH,
 CP1423'LA., 1 MILE EAST OF TALLA BENA, 3000 FEET WEST OF RAMP OVER LEVEE, 40
 CP1423'FEET NORTH OF CENTERLINE OF ROAD TO TALLA BENA, 100 FEET EAST OF MERCY
 CP1423'SEAT CHURCH, 15 FEET NORTH OF 36 INCH ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1422 ***********************************************************************
 CP1422  DESIGNATION -  88 M CAP
 CP1422  PID         -  CP1422
 CP1422  STATE/COUNTY-  LA/MADISON
 CP1422  USGS QUAD   -  TALLULAH (1994)
 CP1422
 CP1422                         *CURRENT SURVEY CONTROL
 CP1422  ___________________________________________________________________
 CP1422* NAD 83(1986)-  32 29 38.     (N)    091 08 18.     (W)     SCALED    
 CP1422* NAVD 88     -        26.47   (+/-2cm)      86.8    (feet)  VERTCON   
 CP1422  ___________________________________________________________________
 CP1422  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1422
 CP1422  VERT ORDER  -  ? (See Below)
 CP1422
 CP1422.The horizontal coordinates were scaled from a topographic map and have
 CP1422.an estimated accuracy of +/- 6 seconds.
 CP1422
 CP1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1422.The vertical order pertains to the NGVD 29 superseded value.
 CP1422
 CP1422.The geoid height was determined by GEOID03.
 CP1422
 CP1422;                    North         East    Units  Estimated Accuracy
 CP1422;SPC LA N     -   221,880.    1,127,970.      MT  (+/- 180 meters Scaled)
 CP1422
 CP1422                          SUPERSEDED SURVEY CONTROL
 CP1422
 CP1422  NGVD 29 (??/??/92)   26.484  (m)           86.89   (f) ADJ UNCH    ?  
 CP1422
 CP1422.Superseded values are not recommended for survey control.
 CP1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1422.See file dsdata.txt to determine how the superseded data were derived.
 CP1422
 CP1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR749967(NAD 83)
 CP1422_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1422_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1422
 CP1422  HISTORY     - Date     Condition        Report By
 CP1422  HISTORY     - UNK      MONUMENTED       DOD
 CP1422  HISTORY     - 1934     GOOD             DOD
 CP1422
 CP1422                          STATION DESCRIPTION
 CP1422
 CP1422'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1422'1 MI E FROM TALLA BENA.
 CP1422'B.M. 88 M IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 12 INCHES
 CP1422'ABOVE GROUND.  LOCATED ON RIGHT BANK OF MISS. RIVER, MADISON PARISH,
 CP1422'LA., 1 MILE EAST OF TALLA BENA, 3000 FEET WEST OF RAMP OVER LEVEE, 40
 CP1422'FEET NORTH OF CENTERLINE OF ROAD TO TALLA BENA, 100 FEET EAST OF MERCY
 CP1422'SEAT CHURCH, 15 FEET NORTH OF 36 INCH ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1248 ***********************************************************************
 BW1248  DESIGNATION -  89 DIETZE
 BW1248  PID         -  BW1248
 BW1248  STATE/COUNTY-  LA/CONCORDIA
 BW1248  USGS QUAD   -  FAIRVIEW (1983)
 BW1248
 BW1248                         *CURRENT SURVEY CONTROL
 BW1248  ___________________________________________________________________
 BW1248* NAD 83(1986)-  31 17 01.     (N)    091 36 52.     (W)     SCALED    
 BW1248* NAVD 88     -        16.45   (+/-2cm)      54.0    (feet)  VERTCON   
 BW1248  ___________________________________________________________________
 BW1248  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1248
 BW1248  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1248
 BW1248.The horizontal coordinates were scaled from a topographic map and have
 BW1248.an estimated accuracy of +/- 6 seconds.
 BW1248
 BW1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1248.The vertical order pertains to the NGVD 29 superseded value.
 BW1248
 BW1248.The geoid height was determined by GEOID03.
 BW1248
 BW1248;                    North         East    Units  Estimated Accuracy
 BW1248;SPC LA N     -    87,230.    1,084,320.      MT  (+/- 180 meters Scaled)
 BW1248
 BW1248                          SUPERSEDED SURVEY CONTROL
 BW1248
 BW1248  NGVD 29 (??/??/92)   16.431  (m)           53.91   (f) ADJ UNCH    1 2
 BW1248
 BW1248.Superseded values are not recommended for survey control.
 BW1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1248.See file dsdata.txt to determine how the superseded data were derived.
 BW1248
 BW1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ318618(NAD 83)
 BW1248_MARKER: P = PIPE CAP
 BW1248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1248
 BW1248  HISTORY     - Date     Condition        Report By
 BW1248  HISTORY     - UNK      MONUMENTED       DOD
 BW1248  HISTORY     - 1934     GOOD             DOD
 BW1248  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1248
 BW1248                          STATION DESCRIPTION
 BW1248
 BW1248'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1248'8.75 MI NE FROM SHAW.
 BW1248'P.B.M. IS NAIL IN 1-1/2 INCH PIPE SET IN CONCRETE, ON RIGHT BANK OF
 BW1248'MISSISSIPPI RIVER, IN CONCORDIA PARISH, LA.  ON BOUGERE PLANTATION. 92
 BW1248'METERS LANDSIDE OF LEVEE IN OPEN FIELD ON DOWNSTREAM BANK OF SMALL
 BW1248'BOTTOM.  94 METERS NORTHWEST OF RAMP ACROSS LEVEE TO BOUGERE LANDING.
 BW1248'86 METERS UPSTREAM FROM CABIN AND ABOUT 1-1/4 MILES DOWNSTREAM FROM
 BW1248'ASHLAND PLANTATION HOUSE.  TOP OF PIPE IS 8 IN. ABOVE GROUND.
 BW1248
 BW1248                          STATION RECOVERY (1966)
 BW1248
 BW1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1143 ***********************************************************************
 CP1143  DESIGNATION -  89/4
 CP1143  PID         -  CP1143
 CP1143  STATE/COUNTY-  LA/EAST CARROLL
 CP1143  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1143
 CP1143                         *CURRENT SURVEY CONTROL
 CP1143  ___________________________________________________________________
 CP1143* NAD 83(1986)-  32 47 15.     (N)    091 10 56.     (W)     SCALED    
 CP1143* NAVD 88     -        30.35   (+/-2cm)      99.6    (feet)  VERTCON   
 CP1143  ___________________________________________________________________
 CP1143  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1143
 CP1143  VERT ORDER  -  ? (See Below)
 CP1143
 CP1143.The horizontal coordinates were scaled from a topographic map and have
 CP1143.an estimated accuracy of +/- 6 seconds.
 CP1143
 CP1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1143.The vertical order pertains to the NGVD 29 superseded value.
 CP1143
 CP1143.The geoid height was determined by GEOID03.
 CP1143
 CP1143;                    North         East    Units  Estimated Accuracy
 CP1143;SPC LA N     -   254,390.    1,123,450.      MT  (+/- 180 meters Scaled)
 CP1143
 CP1143                          SUPERSEDED SURVEY CONTROL
 CP1143
 CP1143  NGVD 29 (??/??/92)   30.404  (m)           99.75   (f) ADJ UNCH    ?  
 CP1143
 CP1143.Superseded values are not recommended for survey control.
 CP1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1143.See file dsdata.txt to determine how the superseded data were derived.
 CP1143
 CP1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS702291(NAD 83)
 CP1143_MARKER: P = PIPE CAP
 CP1143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1143
 CP1143  HISTORY     - Date     Condition        Report By
 CP1143  HISTORY     - UNK      MONUMENTED       DOD
 CP1143  HISTORY     - 1934     GOOD             DOD
 CP1143
 CP1143                          STATION DESCRIPTION
 CP1143
 CP1143'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1143'1 MI S FROM LAKE PROVIDENCE.
 CP1143'IS A STONE POST, 12 INCHES ABOVE GROUND, LOCATED ON RIGHT BANK OF
 CP1143'MISS. RIVER, ABOUT 1 MILE SOUTH OF LAKE PROVIDENCE, EAST CARROLL
 CP1143'PARISH, LA.  ABOUT 2200 FEET NORTHWEST OF ANGLE IN LEVEE WHERE IT RUNS
 CP1143'PARALLEL TO RAILROAD AND HIGHWAY FOR A SHORT DISTANCE, 1100 FEET WEST
 CP1143'OF U.S. HWY. 65 IN BEND, 240 FEET NORTH OF EAST-WEST DIRT ROAD, 350
 CP1143'FEET SOUTH OF DRAINAGE DITCH, IN CENTER OF CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3191 ***********************************************************************
 DH3191  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3191  DESIGNATION -  898+42.57=LMS170
 DH3191  PID         -  DH3191
 DH3191  STATE/COUNTY-  LA/POINTE COUPEE
 DH3191  USGS QUAD   -  PHOENIX (1973)
 DH3191
 DH3191                         *CURRENT SURVEY CONTROL
 DH3191  ___________________________________________________________________
 DH3191* NAD 83(1992)-  29 42 48.11772(N)    089 59 24.30808(W)     ADJUSTED  
 DH3191* NAVD 88     -         4.87 **(meters)      16.0  **(feet)  GPS OBS(2004.65)
 DH3191  **This station is located in a subsidence area (see below).
 DH3191  ___________________________________________________________________
 DH3191  X           -         959.340 (meters)                     COMP
 DH3191  Y           -  -5,544,056.663 (meters)                     COMP
 DH3191  Z           -   3,142,807.458 (meters)                     COMP
 DH3191  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DH3191  ELLIP HEIGHT-         -20.37  (meters)          (05/09/05) GPS OBS
 DH3191  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DH3191
 DH3191  HORZ ORDER  -  B
 DH3191  ELLP ORDER  -  FOURTH    CLASS II
 DH3191
 DH3191.The horizontal coordinates were established by GPS observations
 DH3191.and adjusted by the National Geodetic Survey in May 2005..
 DH3191
 DH3191 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3191 ** and geoid heights are valid at the date of observation. These heights
 DH3191 ** must always be validated when used as control.
 DH3191 ** The orthometric height was determined by GPS observations using
 DH3191 ** precise GPS observation and processing techniques and a new
 DH3191 ** realization of GEOID03. It supersedes the leveled height previously
 DH3191 ** determined for this station.
 DH3191 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3191 ** epoch indicated which incorporates improved geoid heights for the
 DH3191 ** Southern Louisiana Subsidence area.
 DH3191 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3191.The orthometric height was determined by GPS observations and a
 DH3191.high-resolution geoid model using precise GPS observation and
 DH3191.processing techniques.
 DH3191
 DH3191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3191
 DH3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3191
 DH3191.The ellipsoidal height was determined by GPS observations
 DH3191.and is referenced to NAD 83.
 DH3191
 DH3191.The geoid height was determined by GEOID03.
 DH3191
 DH3191;                    North         East     Units Scale Factor Converg.
 DH3191;SPC LA S     -   135,257.010 1,129,964.811   MT  0.99993826   +0 40 17.9
 DH3191;SPC LA S     -   443,755.71  3,707,226.22   sFT  0.99993826   +0 40 17.9
 DH3191;UTM  16      - 3,290,768.225   210,720.747   MT  1.00063265   -1 28 59.2
 DH3191;UTM  15      - 3,290,818.081   791,198.518   MT  1.00064640   +1 29 34.6
 DH3191
 DH3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3191!SPC LA S     -   1.00000320  x   0.99993826  =   0.99994146
 DH3191!UTM  16      -   1.00000320  x   1.00063265  =   1.00063585
 DH3191!UTM  15      -   1.00000320  x   1.00064640  =   1.00064960
 DH3191
 DH3191                          SUPERSEDED SURVEY CONTROL
 DH3191
 DH3191.No superseded survey control is available for this station.
 DH3191
 DH3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1072190768(NAD 83)
 DH3191_MARKER: DD = SURVEY DISK
 DH3191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3191_STAMPING: LMS 170 1983
 DH3191_PROJECTION: RECESSED 30 CENTIMETERS
 DH3191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3191+STABILITY: SURFACE MOTION
 DH3191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3191+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 DH3191
 DH3191  HISTORY     - Date     Condition        Report By
 DH3191  HISTORY     - UNK      MONUMENTED       USACE
 DH3191  HISTORY     - 20050512 GOOD             3001
 DH3191
 DH3191                          STATION DESCRIPTION
 DH3191
 DH3191'DESCRIBED BY 3001, INC 2005 (MH)
 DH3191'THE STATION IS LOCATED IN PLAQUEMINES PARISH ABOUT 1.67 MILES NORTH OF
 DH3191'ALLIANCE, LA 7.1  MILES SOUTHEAST OF CROWN POINT, LA AND 8.1 MILES
 DH3191'EAST OF BARATARIA, LA AND NAONI, LA
 DH3191' 
 DH3191'OWNERSHIP- COE
 DH3191' 
 DH3191'TO REACH THE STATION FROM THE INTERSECTION OF HWY 23 AND OAKVILLE ST.
 DH3191'IN OAKVILEE, LA (  S.W OF BELLE CHASSE, LA) GO 3.5 MILES SOUTHEAST
 DH3191'ALONG HWY 23 TO JUNCTION OF HWY 23 AND A SHELL RD TO THE LEFT LEADING
 DH3191'OVER TRACKS AND  TO LEVEE, TURN LEFT ON SHELL RD AND GO 0.05 MILES TO
 DH3191'TOP OF LEVEE, THEN TURN RIGHT (SOUTH) ON LEVEE AND GO 2.3 MILES TO
 DH3191'MARK ON TOP OF LEVEE.
 DH3191' 
 DH3191'THE STATION IS A 3.5' COE BRASS CAP SET IN CONCRETE, 1.0' BELOW GROUND
 DH3191'SURFACE, STAMPED  LMS 170 1977, 4' EAST OF L/S CROWN OF LEVEE, 10.3'
 DH3191'WEST OF THE TOP EDGE OF CONCRETE SLOPE PAVING AND LEVEE STA 898+42.57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3276 ***********************************************************************
 CQ3276  DESIGNATION -  8H001
 CQ3276  PID         -  CQ3276
 CQ3276  STATE/COUNTY-  LA/BOSSIER
 CQ3276  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3276
 CQ3276                         *CURRENT SURVEY CONTROL
 CQ3276  ___________________________________________________________________
 CQ3276* NAD 83(1992)-  32 30 48.97014(N)    093 42 47.87847(W)     ADJUSTED  
 CQ3276* NAVD 88     -        61.1    (meters)     200.     (feet)  VERTCON   
 CQ3276  ___________________________________________________________________
 CQ3276  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ3276  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3276
 CQ3276  HORZ ORDER  -  SECOND
 CQ3276
 CQ3276.The horizontal coordinates were established by classical geodetic methods
 CQ3276.and adjusted by the National Geodetic Survey in September 1999..
 CQ3276
 CQ3276.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3276
 CQ3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3276
 CQ3276.The geoid height was determined by GEOID03.
 CQ3276
 CQ3276;                    North         East     Units Scale Factor Converg.
 CQ3276;SPC LA N     -   223,901.007   886,001.156   MT  0.99996868   -0 38 29.3
 CQ3276;SPC LA N     -   734,581.89  2,906,822.13   sFT  0.99996868   -0 38 29.3
 CQ3276;UTM  15      - 3,597,591.170   433,002.582   MT  0.99965535   -0 23 00.3
 CQ3276
 CQ3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3276!SPC LA N     -   0.99999450  x   0.99996868  =   0.99996318
 CQ3276!UTM  15      -   0.99999450  x   0.99965535  =   0.99964985
 CQ3276
 CQ3276:                Primary Azimuth Mark                     Grid Az
 CQ3276:SPC LA N     -  8H002                                    046 39 01.3
 CQ3276:UTM  15      -  8H002                                    046 23 32.3
 CQ3276
 CQ3276|---------------------------------------------------------------------|
 CQ3276| PID    Reference Object                     Distance      Geod. Az  |
 CQ3276|                                                           dddmmss.s |
 CQ3276| CQ3277 8H002                               APPROX. 1.9 KM 0460032.0 |
 CQ3276|---------------------------------------------------------------------|
 CQ3276
 CQ3276                          SUPERSEDED SURVEY CONTROL
 CQ3276
 CQ3276  NAD 83(1992)-  32 30 48.96873(N)    093 42 47.87654(W) AD(       ) 2
 CQ3276  NAD 83(1986)-  32 30 48.98056(N)    093 42 47.86710(W) AD(       ) 2
 CQ3276  NAD 27      -  32 30 48.43303(N)    093 42 47.22520(W) AD(       ) 2
 CQ3276  NGVD 29 (07/19/86)   61.2    (m)          201.     (f) VERT ANG       
 CQ3276
 CQ3276.Superseded values are not recommended for survey control.
 CQ3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3276.See file dsdata.txt to determine how the superseded data were derived.
 CQ3276
 CQ3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3300397591(NAD 83)
 CQ3276_MARKER: DD = SURVEY DISK
 CQ3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3276+STABILITY: SURFACE MOTION
 CQ3276
 CQ3276  HISTORY     - Date     Condition        Report By
 CQ3276  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3276
 CQ3276                          STATION DESCRIPTION
 CQ3276
 CQ3276'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3276'THE STATION IS LOCATED IN BOSSIER CITY AND IS SET SOUTHEAST OF THE
 CQ3276'EAST CORNER OF AN OVERPASS ON INTERSTATE 20 OVER U.S. HIGHWAY
 CQ3276'71.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3276'
 CQ3276'TO REACH THE STATION FROM THE INTERSTATE 20 APPROACH RAMP ON
 CQ3276'LOUISIANA AVENUE IN SHREVEPORT, DRIVE NORTH AND EAST ALONG
 CQ3276'INTERSTATE 20 FOR 2.35 MILES TO THE INTERSTATE 20 AND U.S. HIGHWAY
 CQ3276'71 INTERCHANGE IN BOSSIER CITY AND THE MARK SET NEAR THE
 CQ3276'SOUTHEAST CORNER OF THE OVERPASS.
 CQ3276'
 CQ3276'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3276'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF AN 8-INCH
 CQ3276'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE SUB-SURFACE
 CQ3276'MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE THAT
 CQ3276'IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED
 CQ3276'8H001 1976.  THE MARK IS 89 FEET SOUTHWEST OF A LIGHT STANDARD
 CQ3276'(NO. 105) WITH A STREET LIGHT ATTACHED, 20 FEET SOUTHEAST OF
 CQ3276'THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 20, 3.5 FEET
 CQ3276'EAST OF THE ABUTMENT OF THE OVERPASS AND 2.4 FEET EAST OF A METAL
 CQ3276'WITNESS POST AND SIGN.
 CQ3276'
 CQ3276'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3277 ***********************************************************************
 CQ3277  DESIGNATION -  8H002
 CQ3277  PID         -  CQ3277
 CQ3277  STATE/COUNTY-  LA/BOSSIER
 CQ3277  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3277
 CQ3277                         *CURRENT SURVEY CONTROL
 CQ3277  ___________________________________________________________________
 CQ3277* NAD 83(1992)-  32 31 31.99419(N)    093 41 55.26975(W)     ADJUSTED  
 CQ3277* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 CQ3277  ___________________________________________________________________
 CQ3277  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ3277  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3277
 CQ3277  HORZ ORDER  -  SECOND
 CQ3277
 CQ3277.The horizontal coordinates were established by classical geodetic methods
 CQ3277.and adjusted by the National Geodetic Survey in September 1999..
 CQ3277
 CQ3277.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3277
 CQ3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3277
 CQ3277.The geoid height was determined by GEOID03.
 CQ3277
 CQ3277;                    North         East     Units Scale Factor Converg.
 CQ3277;SPC LA N     -   225,210.937   887,388.812   MT  0.99997087   -0 38 01.5
 CQ3277;SPC LA N     -   738,879.55  2,911,374.79   sFT  0.99997087   -0 38 01.5
 CQ3277;UTM  15      - 3,598,906.922   434,383.888   MT  0.99965309   -0 22 32.4
 CQ3277
 CQ3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3277!SPC LA N     -   0.99999508  x   0.99997087  =   0.99996595
 CQ3277!UTM  15      -   0.99999508  x   0.99965309  =   0.99964817
 CQ3277
 CQ3277:                Primary Azimuth Mark                     Grid Az
 CQ3277:SPC LA N     -  BARKSDALE AFB WATER TANK 1               167 07 40.5
 CQ3277:UTM  15      -  BARKSDALE AFB WATER TANK 1               166 52 11.4
 CQ3277
 CQ3277|---------------------------------------------------------------------|
 CQ3277| PID    Reference Object                     Distance      Geod. Az  |
 CQ3277|                                                           dddmmss.s |
 CQ3277| CQ3143 BARKSDALE AFB WATER TANK 1          APPROX. 3.1 KM 1662939.0 |
 CQ3277|---------------------------------------------------------------------|
 CQ3277
 CQ3277                          SUPERSEDED SURVEY CONTROL
 CQ3277
 CQ3277  NAD 83(1992)-  32 31 31.99209(N)    093 41 55.26892(W) AD(       ) 2
 CQ3277  NAD 83(1986)-  32 31 32.00409(N)    093 41 55.25942(W) AD(       ) 2
 CQ3277  NAD 27      -  32 31 31.45756(N)    093 41 54.61806(W) AD(       ) 2
 CQ3277  NGVD 29 (07/19/86)   57.5    (m)          189.     (f) VERT ANG       
 CQ3277
 CQ3277.Superseded values are not recommended for survey control.
 CQ3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3277.See file dsdata.txt to determine how the superseded data were derived.
 CQ3277
 CQ3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3438498907(NAD 83)
 CQ3277_MARKER: DD = SURVEY DISK
 CQ3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3277+STABILITY: SURFACE MOTION
 CQ3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3277+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 CQ3277
 CQ3277  HISTORY     - Date     Condition        Report By
 CQ3277  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3277  HISTORY     - 20020302 GOOD             USPSQD
 CQ3277  HISTORY     - 20031108 GOOD             USPSQD
 CQ3277
 CQ3277                          STATION DESCRIPTION
 CQ3277
 CQ3277'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3277'THE STATION IS LOCATED IN BOSSIER CITY AND IS SET IN THE MEDIAN
 CQ3277'OF INTERSTATE 20 ON EAST SIDE OF THE AIRLINE DRIVE
 CQ3277'INTERCHANGE.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3277'PROPERTY.
 CQ3277'
 CQ3277'TO REACH THE STATION FROM THE INTERSECTION OF AIRLINE DRIVE AND
 CQ3277'THE OLD MINDEN ROAD, DRIVE NORTH ALONG AIRLINE DRIVE FOR 0.3 MILES
 CQ3277'TO THE INTERCHANGE ON INTERSTATE 20.  THE MARK IS SET EAST OF THE
 CQ3277'INTERCHANGE IN THE MEDIAN OF INTERSTATE 20.
 CQ3277'
 CQ3277'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3277'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3277'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3277'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3277'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3277'ARE STAMPED 8H002 1976.  THE MARK IS 57 FEET EAST OF THE
 CQ3277'SOUTHEAST CORNER ON THE OVERPASS ON THE WEST BOUND LANE ON
 CQ3277'INTERSTATE 20, 47 FEET SOUTHEAST OF THE CENTER OF THE WEST
 CQ3277'BOUND LANE, 43 FEET NORTHEAST OF THE CENTER OF THE EAST BOUND
 CQ3277'LANE, 25.5 FEET NORTH OF THE NORTHEAST CORNER OF THE OVERPASS ON
 CQ3277'THE EAST BOUND LANE ON INTERSTATE 20 AND 1.5 FEET SOUTHWEST
 CQ3277'OF A METAL WITNESS POST AND SIGN.
 CQ3277'
 CQ3277'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3277
 CQ3277                          STATION RECOVERY (2002)
 CQ3277
 CQ3277'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3277'RECOVERED IN GOOD CONDITION.
 CQ3277
 CQ3277                          STATION RECOVERY (2003)
 CQ3277
 CQ3277'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3279 ***********************************************************************
 CQ3279  DESIGNATION -  8H004
 CQ3279  PID         -  CQ3279
 CQ3279  STATE/COUNTY-  LA/BOSSIER
 CQ3279  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3279
 CQ3279                         *CURRENT SURVEY CONTROL
 CQ3279  ___________________________________________________________________
 CQ3279* NAD 83(1992)-  32 31 42.29096(N)    093 40 26.00411(W)     ADJUSTED  
 CQ3279* NAVD 88     -        57.71   (+/-2cm)     189.3    (feet)  VERTCON   
 CQ3279  ___________________________________________________________________
 CQ3279  X           -    -344,916.918 (meters)                     COMP
 CQ3279  Y           -  -5,371,742.616 (meters)                     COMP
 CQ3279  Z           -   3,409,997.288 (meters)                     COMP
 CQ3279  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CQ3279  ELLIP HEIGHT-          31.62  (meters)          (02/20/02) GPS OBS
 CQ3279  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ3279
 CQ3279  HORZ ORDER  -  FIRST
 CQ3279  VERT ORDER  -  THIRD ? (See Below)
 CQ3279  ELLP ORDER  -  FOURTH    CLASS I
 CQ3279
 CQ3279.The horizontal coordinates were established by GPS observations
 CQ3279.and adjusted by the National Geodetic Survey in March 1995..
 CQ3279
 CQ3279.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3279.The vertical order pertains to the NGVD 29 superseded value.
 CQ3279
 CQ3279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3279
 CQ3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3279
 CQ3279.The ellipsoidal height was determined by GPS observations
 CQ3279.and is referenced to NAD 83.
 CQ3279
 CQ3279.The geoid height was determined by GEOID03.
 CQ3279
 CQ3279;                    North         East     Units Scale Factor Converg.
 CQ3279;SPC LA N     -   225,502.596   889,721.630   MT  0.99997140   -0 37 14.3
 CQ3279;SPC LA N     -   739,836.43  2,919,028.38   sFT  0.99997140   -0 37 14.3
 CQ3279;UTM  15      - 3,599,208.992   436,714.622   MT  0.99964939   -0 21 44.5
 CQ3279
 CQ3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3279!SPC LA N     -   0.99999504  x   0.99997140  =   0.99996644
 CQ3279!UTM  15      -   0.99999504  x   0.99964939  =   0.99964443
 CQ3279
 CQ3279:                Primary Azimuth Mark                     Grid Az
 CQ3279:SPC LA N     -  8H005                                    074 07 16.2
 CQ3279:UTM  15      -  8H005                                    073 51 46.4
 CQ3279
 CQ3279|---------------------------------------------------------------------|
 CQ3279| PID    Reference Object                     Distance      Geod. Az  |
 CQ3279|                                                           dddmmss.s |
 CQ3279| CQ3280 8H005                               APPROX. 2.7 KM 0733001.9 |
 CQ3279| CQ3143 BARKSDALE AFB WATER TANK 1          APPROX. 3.7 KM 2060750.7 |
 CQ3279|---------------------------------------------------------------------|
 CQ3279
 CQ3279                          SUPERSEDED SURVEY CONTROL
 CQ3279
 CQ3279  ELLIP H (03/31/95)   31.74   (m)                       GP(       ) 4 1
 CQ3279  NAD 83(1992)-  32 31 42.28879(N)    093 40 26.00545(W) AD(       ) 2
 CQ3279  NAD 83(1986)-  32 31 42.30101(N)    093 40 25.99565(W) AD(       ) 2
 CQ3279  NAD 27      -  32 31 41.75452(N)    093 40 25.35563(W) AD(       ) 2
 CQ3279  NGVD 29 (03/31/95)   57.78   (m)          189.6    (f) LEVELING    3  
 CQ3279
 CQ3279.Superseded values are not recommended for survey control.
 CQ3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3279.See file dsdata.txt to determine how the superseded data were derived.
 CQ3279
 CQ3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3671599209(NAD 83)
 CQ3279_MARKER: DD = SURVEY DISK
 CQ3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3279_STAMPING: 8H004 1976
 CQ3279_MARK LOGO: LADTD 
 CQ3279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3279+STABILITY: SURFACE MOTION
 CQ3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3279+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 CQ3279
 CQ3279  HISTORY     - Date     Condition        Report By
 CQ3279  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3279  HISTORY     - 19920610 GOOD             BCED
 CQ3279  HISTORY     - 20020302 GOOD             USPSQD
 CQ3279  HISTORY     - 20031108 GOOD             USPSQD
 CQ3279
 CQ3279                          STATION DESCRIPTION
 CQ3279
 CQ3279'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3279'THE STATION IS LOCATED IN BOSSIER CITY AND IS SET EAST OF THE
 CQ3279'INTERSTATE 20 AND MACKS BAYOU ROAD INTERCHANGE NEAR THE SOUTHEAST
 CQ3279'CORNER OF THE OVERPASS ON THE EAST BOUND LANE ON INTERSTATE
 CQ3279'20.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3279'
 CQ3279'TO REACH THE STATION FROM THE AIRLINE DRIVE AND INTERSTATE 20
 CQ3279'INTERCHANGE, DRIVE EAST ALONG INTERSTATE 20 FOR 1.5 MILES TO THE
 CQ3279'MARK SET SOUTH OF THE HIGHWAY AND EAST OF AN OVERPASS.
 CQ3279'
 CQ3279'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3279'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3279'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  THE
 CQ3279'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3279'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3279'ARE STAMPED 8H004 1976.  THE MARK IS 21 FEET SOUTH-SOUTHEAST
 CQ3279'OF THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 20, 16 FEET
 CQ3279'EAST OF THE SOUTHEAST CORNER OF AN OVERPASS, 8 FEET SOUTHEAST
 CQ3279'OF THE OVERPASS ABUTMENT AND 1.5 FEET EAST-NORTHEAST OF A
 CQ3279'METAL WITNESS POST AND SIGN.
 CQ3279'
 CQ3279'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3279
 CQ3279                          STATION RECOVERY (1992)
 CQ3279
 CQ3279'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ3279'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
 CQ3279
 CQ3279                          STATION RECOVERY (2002)
 CQ3279
 CQ3279'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3279'RECOVERED IN GOOD CONDITION.
 CQ3279
 CQ3279                          STATION RECOVERY (2003)
 CQ3279
 CQ3279'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3280 ***********************************************************************
 CQ3280  DESIGNATION -  8H005
 CQ3280  PID         -  CQ3280
 CQ3280  STATE/COUNTY-  LA/BOSSIER
 CQ3280  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3280
 CQ3280                         *CURRENT SURVEY CONTROL
 CQ3280  ___________________________________________________________________
 CQ3280* NAD 83(1992)-  32 32 07.43790(N)    093 38 45.73837(W)     ADJUSTED  
 CQ3280* NAVD 88     -        50.5    (meters)     166.     (feet)  VERTCON   
 CQ3280  ___________________________________________________________________
 CQ3280  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CQ3280  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ3280
 CQ3280  HORZ ORDER  -  SECOND
 CQ3280
 CQ3280.The horizontal coordinates were established by classical geodetic methods
 CQ3280.and adjusted by the National Geodetic Survey in September 1999..
 CQ3280
 CQ3280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3280
 CQ3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3280
 CQ3280.The geoid height was determined by GEOID03.
 CQ3280
 CQ3280;                    North         East     Units Scale Factor Converg.
 CQ3280;SPC LA N     -   226,249.164   892,346.176   MT  0.99997270   -0 36 21.3
 CQ3280;SPC LA N     -   742,285.80  2,927,639.08   sFT  0.99997270   -0 36 21.3
 CQ3280;UTM  15      - 3,599,967.141   439,334.924   MT  0.99964538   -0 20 50.9
 CQ3280
 CQ3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3280!SPC LA N     -   0.99999616  x   0.99997270  =   0.99996886
 CQ3280!UTM  15      -   0.99999616  x   0.99964538  =   0.99964155
 CQ3280
 CQ3280:                Primary Azimuth Mark                     Grid Az
 CQ3280:SPC LA N     -  8H006                                    074 22 59.7
 CQ3280:UTM  15      -  8H006                                    074 07 29.3
 CQ3280
 CQ3280|---------------------------------------------------------------------|
 CQ3280| PID    Reference Object                     Distance      Geod. Az  |
 CQ3280|                                                           dddmmss.s |
 CQ3280| CQ3259 8H006                               APPROX. 2.8 KM 0734638.4 |
 CQ3280| CQ3265 BARKSDALE AFB WATER TANK 2          APPROX. 2.3 KM 1920956.8 |
 CQ3280|---------------------------------------------------------------------|
 CQ3280
 CQ3280                          SUPERSEDED SURVEY CONTROL
 CQ3280
 CQ3280  NAD 83(1992)-  32 32 07.43684(N)    093 38 45.73906(W) AD(       ) 2
 CQ3280  NAD 83(1986)-  32 32 07.44928(N)    093 38 45.72918(W) AD(       ) 2
 CQ3280  NAD 27      -  32 32 06.90336(N)    093 38 45.09163(W) AD(       ) 2
 CQ3280  NGVD 29 (07/19/86)   50.6    (m)          166.     (f) VERT ANG       
 CQ3280
 CQ3280.Superseded values are not recommended for survey control.
 CQ3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3280.See file dsdata.txt to determine how the superseded data were derived.
 CQ3280
 CQ3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3933599967(NAD 83)
 CQ3280_MARKER: DD = SURVEY DISK
 CQ3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3280+STABILITY: SURFACE MOTION
 CQ3280
 CQ3280  HISTORY     - Date     Condition        Report By
 CQ3280  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3280  HISTORY     - 20020511 MARK NOT FOUND   USPS
 CQ3280
 CQ3280                          STATION DESCRIPTION
 CQ3280
 CQ3280'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3280'THE STATION IS LOCATED ABOUT 2 MILES EAST OF BOSSIER CITY AND IS
 CQ3280'SET SOUTH OF INTERSTATE 20 NEAR A RIGHT-OF-WAY FENCE.  THE MARK IS
 CQ3280'SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3280'
 CQ3280'TO REACH THE STATION FROM THE MACKS BAYOU ROAD AND INTERSTATE 20
 CQ3280'INTERCHANGE, DRIVE EAST ALONG INTERSTATE 20 FOR 1.7 MILES TO THE
 CQ3280'MARK SET SOUTH OF THE HIGHWAY NEAR A RIGHT-OF-WAY FENCE AND A
 CQ3280'FRONTAGE ROAD.
 CQ3280'
 CQ3280'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3280'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3280'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3280'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3280'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3280'ARE STAMPED 8H005 1976.  THE MARK IS 68.5 FEET NORTHWEST
 CQ3280'OF A METAL FIELD GATE, 63.5 FEET SOUTH-SOUTHEAST OF THE CENTER
 CQ3280'OF THE EAST BOUND LANE ON INTERSTATE 20, 18 FEET
 CQ3280'NORTH-NORTHWEST OF THE CENTER OF A SERVICE ROAD, 2 FEET
 CQ3280'SOUTH-SOUTHEAST OF A RIGHT-OF-WAY FENCE AND 1 FOOT
 CQ3280'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ3280'
 CQ3280'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3280
 CQ3280                          STATION RECOVERY (2002)
 CQ3280
 CQ3280'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ3280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3259 ***********************************************************************
 CQ3259  DESIGNATION -  8H006
 CQ3259  PID         -  CQ3259
 CQ3259  STATE/COUNTY-  LA/BOSSIER
 CQ3259  USGS QUAD   -  EASTWOOD (1975)
 CQ3259
 CQ3259                         *CURRENT SURVEY CONTROL
 CQ3259  ___________________________________________________________________
 CQ3259* NAD 83(1992)-  32 32 32.86414(N)    093 37 02.52016(W)     ADJUSTED  
 CQ3259* NAVD 88     -        60.0    (meters)     197.     (feet)  VERTCON   
 CQ3259  ___________________________________________________________________
 CQ3259  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CQ3259  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3259
 CQ3259  HORZ ORDER  -  SECOND
 CQ3259
 CQ3259.The horizontal coordinates were established by classical geodetic methods
 CQ3259.and adjusted by the National Geodetic Survey in January 1993..
 CQ3259
 CQ3259.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3259
 CQ3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3259
 CQ3259.The geoid height was determined by GEOID03.
 CQ3259
 CQ3259;                    North         East     Units Scale Factor Converg.
 CQ3259;SPC LA N     -   227,004.219   895,047.451   MT  0.99997404   -0 35 26.7
 CQ3259;SPC LA N     -   744,763.01  2,936,501.51   sFT  0.99997404   -0 35 26.7
 CQ3259;UTM  15      - 3,600,734.124   442,031.874   MT  0.99964144   -0 19 55.6
 CQ3259
 CQ3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3259!SPC LA N     -   0.99999467  x   0.99997404  =   0.99996871
 CQ3259!UTM  15      -   0.99999467  x   0.99964144  =   0.99963612
 CQ3259
 CQ3259:                Primary Azimuth Mark                     Grid Az
 CQ3259:SPC LA N     -  8H018                                    255 15 39.9
 CQ3259:UTM  15      -  8H018                                    255 00 08.8
 CQ3259
 CQ3259|---------------------------------------------------------------------|
 CQ3259| PID    Reference Object                     Distance      Geod. Az  |
 CQ3259|                                                           dddmmss.s |
 CQ3259| CQ3281 8H018                               APPROX. 0.8 KM 2544013.2 |
 CQ3259|---------------------------------------------------------------------|
 CQ3259
 CQ3259                          SUPERSEDED SURVEY CONTROL
 CQ3259
 CQ3259  NAD 83(1986)-  32 32 32.87672(N)    093 37 02.51021(W) AD(       ) 2
 CQ3259  NAD 27      -  32 32 32.33155(N)    093 37 01.87529(W) AD(       ) 2
 CQ3259  NGVD 29 (07/19/86)   60.1    (m)          197.     (f) VERT ANG       
 CQ3259
 CQ3259.Superseded values are not recommended for survey control.
 CQ3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3259.See file dsdata.txt to determine how the superseded data were derived.
 CQ3259
 CQ3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4203200734(NAD 83)
 CQ3259_MARKER: DD = SURVEY DISK
 CQ3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3259+STABILITY: SURFACE MOTION
 CQ3259
 CQ3259  HISTORY     - Date     Condition        Report By
 CQ3259  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3259  HISTORY     - 20020511 MARK NOT FOUND   USPS
 CQ3259
 CQ3259                          STATION DESCRIPTION
 CQ3259
 CQ3259'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3259'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF BOSSIER CITY AND IS
 CQ3259'SET NORTH OF INTERSTATE 20 NEAR RIGHT-OF-WAY MARKER AND FENCE.  THE
 CQ3259'MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3259'
 CQ3259'TO REACH THE STATION FROM THE MACKS BAYOU AND INTERSTATE 20
 CQ3259'INTERCHANGE, DRIVE EAST ALONG INTERSTATE 20 FOR 3.4 MILES TO THE
 CQ3259'MARK SET NORTH OF INTERSTATE 20 AND WEST OF A REST AREA.
 CQ3259'
 CQ3259'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3259'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3259'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH.  THE
 CQ3259'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3259'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 CQ3259'THEY ARE STAMPED 8H006 1976.  THE MARK IS 134 FEET NORTH OF
 CQ3259'THE CENTER OF THE WEST BOUND LANE ON INTERSTATE 20, 16 FEET
 CQ3259'WEST-SOUTHWEST OF AN 18 INCH PINE TREE, 4 FEET SOUTH OF A
 CQ3259'CONCRETE RIGHT-OF-WAY MARKER, 3 FEET SOUTH OF A RIGHT-OF-WAY
 CQ3259'FENCE AND 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CQ3259'
 CQ3259'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3259
 CQ3259                          STATION RECOVERY (2002)
 CQ3259
 CQ3259'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ3259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3255 ***********************************************************************
 CQ3255  DESIGNATION -  8H007
 CQ3255  PID         -  CQ3255
 CQ3255  STATE/COUNTY-  LA/BOSSIER
 CQ3255  USGS QUAD   -  EASTWOOD (1975)
 CQ3255
 CQ3255                         *CURRENT SURVEY CONTROL
 CQ3255  ___________________________________________________________________
 CQ3255* NAD 83(1992)-  32 32 29.60229(N)    093 36 09.24084(W)     ADJUSTED  
 CQ3255* NAVD 88     -        70.5    (meters)     231.     (feet)  VERTCON   
 CQ3255  ___________________________________________________________________
 CQ3255  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CQ3255  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ3255
 CQ3255  HORZ ORDER  -  SECOND
 CQ3255
 CQ3255.The horizontal coordinates were established by classical geodetic methods
 CQ3255.and adjusted by the National Geodetic Survey in January 1993..
 CQ3255
 CQ3255.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3255
 CQ3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3255
 CQ3255.The geoid height was determined by GEOID03.
 CQ3255
 CQ3255;                    North         East     Units Scale Factor Converg.
 CQ3255;SPC LA N     -   226,889.509   896,436.504   MT  0.99997387   -0 34 58.5
 CQ3255;SPC LA N     -   744,386.66  2,941,058.76   sFT  0.99997387   -0 34 58.5
 CQ3255;UTM  15      - 3,600,625.724   443,420.968   MT  0.99963947   -0 19 26.9
 CQ3255
 CQ3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3255!SPC LA N     -   0.99999302  x   0.99997387  =   0.99996689
 CQ3255!UTM  15      -   0.99999302  x   0.99963947  =   0.99963250
 CQ3255
 CQ3255:                Primary Azimuth Mark                     Grid Az
 CQ3255:SPC LA N     -  8H008                                    088 25 06.8
 CQ3255:UTM  15      -  8H008                                    088 09 35.2
 CQ3255
 CQ3255|---------------------------------------------------------------------|
 CQ3255| PID    Reference Object                     Distance      Geod. Az  |
 CQ3255|                                                           dddmmss.s |
 CQ3255| CQ3257 8H008                               APPROX. 1.9 KM 0875008.3 |
 CQ3255|---------------------------------------------------------------------|
 CQ3255
 CQ3255                          SUPERSEDED SURVEY CONTROL
 CQ3255
 CQ3255  NAD 83(1986)-  32 32 29.61489(N)    093 36 09.23103(W) AD(       ) 2
 CQ3255  NAD 27      -  32 32 29.06975(N)    093 36 08.59736(W) AD(       ) 2
 CQ3255  NGVD 29 (07/19/86)   70.6    (m)          232.     (f) VERT ANG       
 CQ3255
 CQ3255.Superseded values are not recommended for survey control.
 CQ3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3255.See file dsdata.txt to determine how the superseded data were derived.
 CQ3255
 CQ3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4342100626(NAD 83)
 CQ3255_MARKER: DD = SURVEY DISK
 CQ3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3255+STABILITY: SURFACE MOTION
 CQ3255
 CQ3255  HISTORY     - Date     Condition        Report By
 CQ3255  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3255  HISTORY     - 20020511 POOR             USPS
 CQ3255
 CQ3255                          STATION DESCRIPTION
 CQ3255
 CQ3255'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3255'THE STATION IS LOCATED ABOUT 4.4 MILES EAST OF BOSSIER CITY AND IS
 CQ3255'SET SOUTH OF INTERSTATE 20 NEAR THE SOUTHWEST CORNER OF THE BODEAU
 CQ3255'ROAD OVERPASS.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF
 CQ3255'HIGHWAYS PROPERTY.
 CQ3255'
 CQ3255'TO REACH THE STATION FROM THE INTERSTATE 20 AND MACKS BAYOU ROAD
 CQ3255'INTERCHANGE IN BOSSIER CITY, DRIVE EAST ALONG INTERSTATE 20 FOR
 CQ3255'4.3 MILES TO THE MARK SET SOUTH OF THE HIGHWAY NEAR THE SOUTHWEST
 CQ3255'CORNER ON A OVERPASS.
 CQ3255'
 CQ3255'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3255'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3255'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3255'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3255'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3255'ARE STAMPED 8H007 1976.  THE MARK IS 117 FEET SOUTH-SOUTHEAST OF
 CQ3255'THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 20, 29.5 FEET
 CQ3255'SOUTHWEST OF THE CENTER OF BODEAU ROAD, 17.5 FEET
 CQ3255'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE OVERPASS ON
 CQ3255'BODEAU ROAD OVER INTERSTATE 20, 9.5 FEET SOUTH OF A
 CQ3255'RIGHT-OF-WAY FENCE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST
 CQ3255'AND SIGN.
 CQ3255'
 CQ3255'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3255
 CQ3255                          STATION RECOVERY (2002)
 CQ3255
 CQ3255'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ3255'DISC MISSING. MONUMENT IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3257 ***********************************************************************
 CQ3257  DESIGNATION -  8H008
 CQ3257  PID         -  CQ3257
 CQ3257  STATE/COUNTY-  LA/BOSSIER
 CQ3257  USGS QUAD   -  EASTWOOD (1975)
 CQ3257
 CQ3257                         *CURRENT SURVEY CONTROL
 CQ3257  ___________________________________________________________________
 CQ3257* NAD 83(1992)-  32 32 31.94870(N)    093 34 55.75655(W)     ADJUSTED  
 CQ3257* NAVD 88     -        52.3    (meters)     172.     (feet)  VERTCON   
 CQ3257  ___________________________________________________________________
 CQ3257  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 CQ3257  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ3257
 CQ3257  HORZ ORDER  -  SECOND
 CQ3257
 CQ3257.The horizontal coordinates were established by classical geodetic methods
 CQ3257.and adjusted by the National Geodetic Survey in January 1993..
 CQ3257
 CQ3257.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3257
 CQ3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3257
 CQ3257.The geoid height was determined by GEOID03.
 CQ3257
 CQ3257;                    North         East     Units Scale Factor Converg.
 CQ3257;SPC LA N     -   226,942.458   898,354.478   MT  0.99997399   -0 34 19.7
 CQ3257;SPC LA N     -   744,560.38  2,947,351.32   sFT  0.99997399   -0 34 19.7
 CQ3257;UTM  15      - 3,600,687.317   445,338.039   MT  0.99963684   -0 18 47.4
 CQ3257
 CQ3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3257!SPC LA N     -   0.99999588  x   0.99997399  =   0.99996987
 CQ3257!UTM  15      -   0.99999588  x   0.99963684  =   0.99963272
 CQ3257
 CQ3257:                Primary Azimuth Mark                     Grid Az
 CQ3257:SPC LA N     -  8H009                                    092 04 05.5
 CQ3257:UTM  15      -  8H009                                    091 48 33.2
 CQ3257
 CQ3257|---------------------------------------------------------------------|
 CQ3257| PID    Reference Object                     Distance      Geod. Az  |
 CQ3257|                                                           dddmmss.s |
 CQ3257| CQ3254 8H009                               APPROX. 3.1 KM 0912945.8 |
 CQ3257|---------------------------------------------------------------------|
 CQ3257
 CQ3257                          SUPERSEDED SURVEY CONTROL
 CQ3257
 CQ3257  NAD 83(1986)-  32 32 31.96132(N)    093 34 55.74690(W) AD(       ) 2
 CQ3257  NAD 27      -  32 32 31.41652(N)    093 34 55.11510(W) AD(       ) 2
 CQ3257  NGVD 29 (07/19/86)   52.4    (m)          172.     (f) VERT ANG       
 CQ3257
 CQ3257.Superseded values are not recommended for survey control.
 CQ3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3257.See file dsdata.txt to determine how the superseded data were derived.
 CQ3257
 CQ3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4533800687(NAD 83)
 CQ3257_MARKER: DD = SURVEY DISK
 CQ3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3257+STABILITY: SURFACE MOTION
 CQ3257
 CQ3257  HISTORY     - Date     Condition        Report By
 CQ3257  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3257  HISTORY     - 20020302 POOR             USPSQD
 CQ3257  HISTORY     - 20031108 POOR             USPSQD
 CQ3257
 CQ3257                          STATION DESCRIPTION
 CQ3257
 CQ3257'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3257'THE STATION IS LOCATED ABOUT 5.5 MILES EAST OF BOSSIER CITY AND IS
 CQ3257'SET NORTH OF INTERSTATE 20 NEAR THE NORTHWEST CORNER OF THE FIFI
 CQ3257'BAYOU BRIDGE ON THE WEST BOUND LANE.  THE MARK IS SET ON
 CQ3257'LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3257'
 CQ3257'TO REACH THE STATION FROM THE INTERSTATE 20 AND MACKS BAYOU
 CQ3257'INTERCHANGE IN BOSSIER CITY, DRIVE EAST ALONG INTERSTATE 20 FOR
 CQ3257'5.5 MILES TO THE MARK SET NORTH OF THE HIGHWAY AND WEST OF A
 CQ3257'BRIDGE.
 CQ3257'
 CQ3257'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3257'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3257'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  THE
 CQ3257'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3257'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3257'ARE STAMPED 8H008 1976.  THE MARK IS 75 FEET SOUTH OF A
 CQ3257'RIGHT-OF-WAY FENCE, 31 FEET NORTH OF THE CENTER OF THE WEST
 CQ3257'BOUND LANE ON INTERSTATE 20, 12.5 FEET NORTHWEST OF THE
 CQ3257'NORTHWEST CORNER OF THE BAYOU FIFI BRIDGE ON THE WEST BOUND LANE
 CQ3257'ON INTERSTATE 20 AND 1.5 FEET EAST-NORTHEAST OF A METAL
 CQ3257'WITNESS POST AND SIGN.
 CQ3257'
 CQ3257'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3257
 CQ3257                          STATION RECOVERY (2002)
 CQ3257
 CQ3257'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 CQ3257'CAP OF MARK IS GONE WITH ONLY POST IN CONCRETE REMAINING.
 CQ3257
 CQ3257                          STATION RECOVERY (2003)
 CQ3257
 CQ3257'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3257'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3254 ***********************************************************************
 CQ3254  DESIGNATION -  8H009
 CQ3254  PID         -  CQ3254
 CQ3254  STATE/COUNTY-  LA/BOSSIER
 CQ3254  USGS QUAD   -  EASTWOOD (1975)
 CQ3254
 CQ3254                         *CURRENT SURVEY CONTROL
 CQ3254  ___________________________________________________________________
 CQ3254* NAD 83(1992)-  32 32 29.28787(N)    093 32 56.19257(W)     ADJUSTED  
 CQ3254* NAVD 88     -        86.9    (meters)     285.     (feet)  VERTCON   
 CQ3254  ___________________________________________________________________
 CQ3254  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CQ3254  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3254
 CQ3254  HORZ ORDER  -  SECOND
 CQ3254
 CQ3254.The horizontal coordinates were established by classical geodetic methods
 CQ3254.and adjusted by the National Geodetic Survey in January 1993..
 CQ3254
 CQ3254.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3254
 CQ3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3254
 CQ3254.The geoid height was determined by GEOID03.
 CQ3254
 CQ3254;                    North         East     Units Scale Factor Converg.
 CQ3254;SPC LA N     -   226,829.825   901,473.170   MT  0.99997385   -0 33 16.5
 CQ3254;SPC LA N     -   744,190.85  2,957,583.23   sFT  0.99997385   -0 33 16.5
 CQ3254;UTM  15      - 3,600,588.824   448,456.151   MT  0.99963276   -0 17 43.0
 CQ3254
 CQ3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3254!SPC LA N     -   0.99999045  x   0.99997385  =   0.99996430
 CQ3254!UTM  15      -   0.99999045  x   0.99963276  =   0.99962321
 CQ3254
 CQ3254:                Primary Azimuth Mark                     Grid Az
 CQ3254:SPC LA N     -  8H010                                    088 24 18.6
 CQ3254:UTM  15      -  8H010                                    088 08 45.1
 CQ3254
 CQ3254|---------------------------------------------------------------------|
 CQ3254| PID    Reference Object                     Distance      Geod. Az  |
 CQ3254|                                                           dddmmss.s |
 CQ3254| CQ3256 8H010                               APPROX. 1.1 KM 0875102.1 |
 CQ3254|---------------------------------------------------------------------|
 CQ3254
 CQ3254                          SUPERSEDED SURVEY CONTROL
 CQ3254
 CQ3254  NAD 83(1986)-  32 32 29.30054(N)    093 32 56.18310(W) AD(       ) 2
 CQ3254  NAD 27      -  32 32 28.75617(N)    093 32 55.55452(W) AD(       ) 2
 CQ3254  NGVD 29 (07/19/86)   87.0    (m)          285.     (f) VERT ANG       
 CQ3254
 CQ3254.Superseded values are not recommended for survey control.
 CQ3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3254.See file dsdata.txt to determine how the superseded data were derived.
 CQ3254
 CQ3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4845600589(NAD 83)
 CQ3254_MARKER: DD = SURVEY DISK
 CQ3254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3254+STABILITY: SURFACE MOTION
 CQ3254
 CQ3254  HISTORY     - Date     Condition        Report By
 CQ3254  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3254
 CQ3254                          STATION DESCRIPTION
 CQ3254
 CQ3254'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3254'THE STATION IS LOCATED ABOUT 7 MILES EAST OF BOSSIER CITY AND IS
 CQ3254'SET SOUTH OF INTERSTATE 20 NEAR A SERVICE ROAD.  THE MARK IS SET
 CQ3254'ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3254'
 CQ3254'TO REACH THE STATION FROM THE MACKS BAYOU ROAD AND INTERSTATE 20
 CQ3254'INTERCHANGE IN BOSSIER CITY, DRIVE EAST ALONG INTERSTATE 20 FOR
 CQ3254'7.4 MILES TO THE MARK SET ON THE RIGHT AND SOUTH OF THE HIGHWAY
 CQ3254'NEAR A RIGHT-OF-WAY FENCE AND A SERVICE ROAD.
 CQ3254'
 CQ3254'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3254'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3254'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  THE
 CQ3254'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3254'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3254'ARE STAMPED 8H009 1976.  THE MARK IS 97.5 FEET SOUTH-SOUTHEAST
 CQ3254'OF THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 20, 19.5 FEET
 CQ3254'NORTH-NORTHWEST OF THE CENTER OF A SERVICE ROAD, 2 FEET
 CQ3254'NORTH-NORTHWEST OF A RIGHT-OF-WAY FENCE AND 1.5 FEET
 CQ3254'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ3254'
 CQ3254'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3256 ***********************************************************************
 CQ3256  DESIGNATION -  8H010
 CQ3256  PID         -  CQ3256
 CQ3256  STATE/COUNTY-  LA/BOSSIER
 CQ3256  USGS QUAD   -  EASTWOOD (1975)
 CQ3256
 CQ3256                         *CURRENT SURVEY CONTROL
 CQ3256  ___________________________________________________________________
 CQ3256* NAD 83(1992)-  32 32 30.67941(N)    093 32 12.35404(W)     ADJUSTED  
 CQ3256* NAVD 88     -        87.3    (meters)     286.     (feet)  VERTCON   
 CQ3256  ___________________________________________________________________
 CQ3256  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CQ3256  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3256
 CQ3256  HORZ ORDER  -  SECOND
 CQ3256
 CQ3256.The horizontal coordinates were established by classical geodetic methods
 CQ3256.and adjusted by the National Geodetic Survey in January 1993..
 CQ3256
 CQ3256.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3256
 CQ3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3256
 CQ3256.The geoid height was determined by GEOID03.
 CQ3256
 CQ3256;                    North         East     Units Scale Factor Converg.
 CQ3256;SPC LA N     -   226,861.680   902,617.362   MT  0.99997392   -0 32 53.3
 CQ3256;SPC LA N     -   744,295.36  2,961,337.13   sFT  0.99997392   -0 32 53.3
 CQ3256;UTM  15      - 3,600,625.846   449,599.795   MT  0.99963132   -0 17 19.5
 CQ3256
 CQ3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3256!SPC LA N     -   0.99999038  x   0.99997392  =   0.99996430
 CQ3256!UTM  15      -   0.99999038  x   0.99963132  =   0.99962171
 CQ3256
 CQ3256:                Primary Azimuth Mark                     Grid Az
 CQ3256:SPC LA N     -  8H011                                    087 21 12.6
 CQ3256:UTM  15      -  8H011                                    087 05 38.8
 CQ3256
 CQ3256|---------------------------------------------------------------------|
 CQ3256| PID    Reference Object                     Distance      Geod. Az  |
 CQ3256|                                                           dddmmss.s |
 CQ3256| CQ3258 8H011                               APPROX. 0.9 KM 0864819.3 |
 CQ3256|---------------------------------------------------------------------|
 CQ3256
 CQ3256                          SUPERSEDED SURVEY CONTROL
 CQ3256
 CQ3256  NAD 83(1986)-  32 32 30.69210(N)    093 32 12.34470(W) AD(       ) 2
 CQ3256  NAD 27      -  32 32 30.14794(N)    093 32 11.71709(W) AD(       ) 2
 CQ3256  NGVD 29 (07/19/86)   87.4    (m)          287.     (f) VERT ANG       
 CQ3256
 CQ3256.Superseded values are not recommended for survey control.
 CQ3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3256.See file dsdata.txt to determine how the superseded data were derived.
 CQ3256
 CQ3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4960000626(NAD 83)
 CQ3256_MARKER: DD = SURVEY DISK
 CQ3256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3256+STABILITY: SURFACE MOTION
 CQ3256
 CQ3256  HISTORY     - Date     Condition        Report By
 CQ3256  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3256
 CQ3256                          STATION DESCRIPTION
 CQ3256
 CQ3256'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3256'THE STATION IS LOCATED ABOUT 8 MILES EAST OF BOSSIER CITY AND IS
 CQ3256'SET IN THE MEDIAN OF INTERSTATE 20 JUST EAST OF AN OVERPASS ON
 CQ3256'STATE HIGHWAY 614.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF
 CQ3256'HIGHWAYS PROPERTY.
 CQ3256'
 CQ3256'TO REACH THE STATION FROM THE MACKS BAYOU ROAD AND INTERSTATE
 CQ3256'20 INTERCHANGE IN BOSSIER CITY, DRIVE EAST ALONG INTERSTATE 20
 CQ3256'FOR 8.1 MILES TO THE MARK SET ON THE LEFT IN THE MEDIAN ABOUT
 CQ3256'188 FEET EAST OF THE STATE HIGHWAY 614 OVERPASS.
 CQ3256'
 CQ3256'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3256'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3256'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3256'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3256'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3256'ARE STAMPED 8H010 1976.  THE MARK IS 187.5 FEET EAST OF THE EAST
 CQ3256'PIER IN THE MEDIAN UNDER THE OVERPASS ON STATE HIGHWAY 614, 119
 CQ3256'FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 46.5 FEET
 CQ3256'SOUTH-SOUTHEAST OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE
 CQ3256'20, 43 FEET NORTH-NORTHWEST OF THE CENTER OF THE EAST
 CQ3256'BOUND LANE ON INTERSTATE 20 AND 1.5 FEET EAST OF A METAL WITNESS
 CQ3256'POST AND SIGN.
 CQ3256'
 CQ3256'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3258 ***********************************************************************
 CQ3258  DESIGNATION -  8H011
 CQ3258  PID         -  CQ3258
 CQ3258  STATE/COUNTY-  LA/BOSSIER
 CQ3258  USGS QUAD   -  EASTWOOD (1975)
 CQ3258
 CQ3258                         *CURRENT SURVEY CONTROL
 CQ3258  ___________________________________________________________________
 CQ3258* NAD 83(1992)-  32 32 32.23566(N)    093 31 39.41083(W)     ADJUSTED  
 CQ3258* NAVD 88     -        81.9    (meters)     269.     (feet)  VERTCON   
 CQ3258  ___________________________________________________________________
 CQ3258  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 CQ3258  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3258
 CQ3258  HORZ ORDER  -  SECOND
 CQ3258
 CQ3258.The horizontal coordinates were established by classical geodetic methods
 CQ3258.and adjusted by the National Geodetic Survey in January 1993..
 CQ3258
 CQ3258.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3258
 CQ3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3258
 CQ3258.The geoid height was determined by GEOID03.
 CQ3258
 CQ3258;                    North         East     Units Scale Factor Converg.
 CQ3258;SPC LA N     -   226,901.430   903,477.327   MT  0.99997400   -0 32 35.9
 CQ3258;SPC LA N     -   744,425.77  2,964,158.53   sFT  0.99997400   -0 32 35.9
 CQ3258;UTM  15      - 3,600,669.474   450,459.277   MT  0.99963026   -0 17 01.8
 CQ3258
 CQ3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3258!SPC LA N     -   0.99999123  x   0.99997400  =   0.99996523
 CQ3258!UTM  15      -   0.99999123  x   0.99963026  =   0.99962149
 CQ3258
 CQ3258:                Primary Azimuth Mark                     Grid Az
 CQ3258:SPC LA N     -  8H012                                    065 42 28.4
 CQ3258:UTM  15      -  8H012                                    065 26 54.3
 CQ3258
 CQ3258|---------------------------------------------------------------------|
 CQ3258| PID    Reference Object                     Distance      Geod. Az  |
 CQ3258|                                                           dddmmss.s |
 CQ3258| CQ3260 8H012                               APPROX. 0.8 KM 0650952.5 |
 CQ3258|---------------------------------------------------------------------|
 CQ3258
 CQ3258                          SUPERSEDED SURVEY CONTROL
 CQ3258
 CQ3258  NAD 83(1986)-  32 32 32.24836(N)    093 31 39.40162(W) AD(       ) 2
 CQ3258  NAD 27      -  32 32 31.70435(N)    093 31 38.77466(W) AD(       ) 2
 CQ3258  NGVD 29 (07/19/86)   82.0    (m)          269.     (f) VERT ANG       
 CQ3258
 CQ3258.Superseded values are not recommended for survey control.
 CQ3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3258.See file dsdata.txt to determine how the superseded data were derived.
 CQ3258
 CQ3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5045900669(NAD 83)
 CQ3258_MARKER: DD = SURVEY DISK
 CQ3258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3258+STABILITY: SURFACE MOTION
 CQ3258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3258+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 CQ3258
 CQ3258  HISTORY     - Date     Condition        Report By
 CQ3258  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3258  HISTORY     - 20060309 GOOD             USPSQD
 CQ3258
 CQ3258                          STATION DESCRIPTION
 CQ3258
 CQ3258'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3258'THE STATION IS LOCATED ABOUT 9 MILES EAST OF BOSSIER CITY AND IS
 CQ3258'SET SOUTH OF INTERSTATE 20 NEAR A RIGHT-OF-WAY FENCE AND A
 CQ3258'RIGHT-OF-WAY MARKER.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF
 CQ3258'HIGHWAYS PROPERTY.
 CQ3258'
 CQ3258'TO REACH THE STATION FROM THE MACKS BAYOU ROAD AND INTERSTATE 20
 CQ3258'INTERCHANGE IN BOSSIER CITY, DRIVE EAST ALONG INTERSTATE 20 FOR
 CQ3258'8.6 MILES TO THE MARK SET ON THE RIGHT AND SOUTH OF THE HIGHWAY
 CQ3258'NEAR A RIGHT-OF-WAY FENCE AND CONCRETE HIGHWAY MARKER.
 CQ3258'
 CQ3258'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3258'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3258'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3258'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3258'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3258'ARE STAMPED 8H011 1976.  THE MARK IS 74 FEET SOUTH-SOUTHEAST OF
 CQ3258'THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 20, 74 FEET
 CQ3258'SOUTH-SOUTHWEST OF THE CENTER OF A CONCRETE HEADWALL ON A
 CQ3258'CROSS-DRAIN UNDER INTERSTATE 20, 3 FEET NORTH OF A CONCRETE
 CQ3258'HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET NORTH-NORTHWEST OF A
 CQ3258'RIGHT-OF-WAY FENCE AND 1.5 FEET EAST-NORTHEAST OF A METAL WITNESS
 CQ3258'POST AND SIGN.
 CQ3258'
 CQ3258'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3258
 CQ3258                          STATION RECOVERY (2006)
 CQ3258
 CQ3258'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 CQ3258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3260 ***********************************************************************
 CQ3260  DESIGNATION -  8H012
 CQ3260  PID         -  CQ3260
 CQ3260  STATE/COUNTY-  LA/BOSSIER
 CQ3260  USGS QUAD   -  EASTWOOD (1975)
 CQ3260
 CQ3260                         *CURRENT SURVEY CONTROL
 CQ3260  ___________________________________________________________________
 CQ3260* NAD 83(1992)-  32 32 42.81043(N)    093 31 12.43277(W)     ADJUSTED  
 CQ3260* NAVD 88     -        80.7    (meters)     265.     (feet)  VERTCON   
 CQ3260  ___________________________________________________________________
 CQ3260  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 CQ3260  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3260
 CQ3260  HORZ ORDER  -  SECOND
 CQ3260
 CQ3260.The horizontal coordinates were established by classical geodetic methods
 CQ3260.and adjusted by the National Geodetic Survey in January 1993..
 CQ3260
 CQ3260.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3260
 CQ3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3260
 CQ3260.The geoid height was determined by GEOID03.
 CQ3260
 CQ3260;                    North         East     Units Scale Factor Converg.
 CQ3260;SPC LA N     -   227,220.508   904,184.267   MT  0.99997456   -0 32 21.6
 CQ3260;SPC LA N     -   745,472.62  2,966,477.88   sFT  0.99997456   -0 32 21.6
 CQ3260;UTM  15      - 3,600,991.639   451,164.522   MT  0.99962941   -0 16 47.3
 CQ3260
 CQ3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3260!SPC LA N     -   0.99999142  x   0.99997456  =   0.99996598
 CQ3260!UTM  15      -   0.99999142  x   0.99962941  =   0.99962083
 CQ3260
 CQ3260:                Primary Azimuth Mark                     Grid Az
 CQ3260:SPC LA N     -  8H013                                    050 47 54.9
 CQ3260:UTM  15      -  8H013                                    050 32 20.6
 CQ3260
 CQ3260|---------------------------------------------------------------------|
 CQ3260| PID    Reference Object                     Distance      Geod. Az  |
 CQ3260|                                                           dddmmss.s |
 CQ3260| CQ3261 8H013                               APPROX. 0.6 KM 0501533.3 |
 CQ3260|---------------------------------------------------------------------|
 CQ3260
 CQ3260                          SUPERSEDED SURVEY CONTROL
 CQ3260
 CQ3260  NAD 83(1986)-  32 32 42.82313(N)    093 31 12.42370(W) AD(       ) 2
 CQ3260  NAD 27      -  32 32 42.27955(N)    093 31 11.79724(W) AD(       ) 2
 CQ3260  NGVD 29 (07/19/86)   80.8    (m)          265.     (f) VERT ANG       
 CQ3260
 CQ3260.Superseded values are not recommended for survey control.
 CQ3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3260.See file dsdata.txt to determine how the superseded data were derived.
 CQ3260
 CQ3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5116500992(NAD 83)
 CQ3260_MARKER: DD = SURVEY DISK
 CQ3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3260+STABILITY: SURFACE MOTION
 CQ3260
 CQ3260  HISTORY     - Date     Condition        Report By
 CQ3260  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3260
 CQ3260                          STATION DESCRIPTION
 CQ3260
 CQ3260'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3260'THE STATION IS LOCATED ABOUT 9 MILES EAST OF BOSSIER CITY AND IS
 CQ3260'SET SOUTH OF INTERSTATE 20 JUST WEST OF THE STATE HIGHWAY 157 AND
 CQ3260'INTERSTATE 20 INTERCHANGE.  THE MARK IS SET ON LOUISIANA DEPARTMENT
 CQ3260'OF HIGHWAYS PROPERTY.
 CQ3260'
 CQ3260'TO REACH THE STATION FROM THE MACKS BAYOU ROAD AND INTERSTATE 20
 CQ3260'INTERCHANGE IN BOSSIER CITY, DRIVE EAST ON INTERSTATE 20 FOR 9.1
 CQ3260'MILES TO THE MARK SET ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR
 CQ3260'A RIGHT-OF-WAY FENCE AND MARKER.
 CQ3260'
 CQ3260'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3260'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3260'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3260'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3260'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3260'ARE STAMPED 8H012 1976.  THE MARK IS 105 FEET SOUTHEAST OF THE
 CQ3260'CENTER OF THE EAST BOUND LANE ON INTERSTATE 20, 3 FEET
 CQ3260'NORTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET
 CQ3260'NORTHWEST OF A RIGHT-OF-WAY FENCE AND 1.5 FEET NORTHEAST OF A
 CQ3260'METAL WITNESS POST AND SIGN.
 CQ3260'
 CQ3260'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3261 ***********************************************************************
 CQ3261  DESIGNATION -  8H013
 CQ3261  PID         -  CQ3261
 CQ3261  STATE/COUNTY-  LA/BOSSIER
 CQ3261  USGS QUAD   -  EASTWOOD (1975)
 CQ3261
 CQ3261                         *CURRENT SURVEY CONTROL
 CQ3261  ___________________________________________________________________
 CQ3261* NAD 83(1992)-  32 32 55.52661(N)    093 30 54.37429(W)     ADJUSTED  
 CQ3261* NAVD 88     -        78.7    (meters)     258.     (feet)  VERTCON   
 CQ3261  ___________________________________________________________________
 CQ3261  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 CQ3261  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3261
 CQ3261  HORZ ORDER  -  SECOND
 CQ3261
 CQ3261.The horizontal coordinates were established by classical geodetic methods
 CQ3261.and adjusted by the National Geodetic Survey in January 1993..
 CQ3261
 CQ3261.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3261
 CQ3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3261
 CQ3261.The geoid height was determined by GEOID03.
 CQ3261
 CQ3261;                    North         East     Units Scale Factor Converg.
 CQ3261;SPC LA N     -   227,607.773   904,659.078   MT  0.99997524   -0 32 12.1
 CQ3261;SPC LA N     -   746,743.17  2,968,035.66   sFT  0.99997524   -0 32 12.1
 CQ3261;UTM  15      - 3,601,380.916   451,637.410   MT  0.99962884   -0 16 37.7
 CQ3261
 CQ3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3261!SPC LA N     -   0.99999173  x   0.99997524  =   0.99996697
 CQ3261!UTM  15      -   0.99999173  x   0.99962884  =   0.99962057
 CQ3261
 CQ3261:                Primary Azimuth Mark                     Grid Az
 CQ3261:SPC LA N     -  8H014                                    047 33 09.2
 CQ3261:UTM  15      -  8H014                                    047 17 34.8
 CQ3261
 CQ3261|---------------------------------------------------------------------|
 CQ3261| PID    Reference Object                     Distance      Geod. Az  |
 CQ3261|                                                           dddmmss.s |
 CQ3261| CQ3054 8H014                               APPROX. 2.7 KM 0470057.1 |
 CQ3261|---------------------------------------------------------------------|
 CQ3261
 CQ3261                          SUPERSEDED SURVEY CONTROL
 CQ3261
 CQ3261  NAD 83(1986)-  32 32 55.53927(N)    093 30 54.36534(W) AD(       ) 2
 CQ3261  NAD 27      -  32 32 54.99614(N)    093 30 53.73929(W) AD(       ) 2
 CQ3261  NGVD 29 (07/19/86)   78.8    (m)          259.     (f) VERT ANG       
 CQ3261
 CQ3261.Superseded values are not recommended for survey control.
 CQ3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3261.See file dsdata.txt to determine how the superseded data were derived.
 CQ3261
 CQ3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5163701381(NAD 83)
 CQ3261_MARKER: DD = SURVEY DISK
 CQ3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3261+STABILITY: SURFACE MOTION
 CQ3261
 CQ3261  HISTORY     - Date     Condition        Report By
 CQ3261  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3261
 CQ3261                          STATION DESCRIPTION
 CQ3261
 CQ3261'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3261'THE STATION IS LOCATED ABOUT 10 MILES EAST OF BOSSIER CITY AND 1
 CQ3261'MILE NORTH OF HAUGHTON.  THE MARK IS SET ON LOUISIANA DEPARTMENT
 CQ3261'OF HIGHWAYS PROPERTY NEAR THE SOUTHEAST CORNER OF THE STATE HIGHWAY
 CQ3261'157 AND INTERSTATE 20 INTERCHANGE.
 CQ3261'
 CQ3261'TO REACH THE STATION FROM THE JUNCTION OF 614 AND 157 IN HAUGHTON,
 CQ3261'DRIVE NORTH ON STATE HIGHWAY 157 FOR 1.1 MILES TO THE INTERCHANGE
 CQ3261'ON INTERSTATE 20 AND THE MARK SET ON THE RIGHT AND EAST OF STATE
 CQ3261'HIGHWAY 157 NEAR THE SOUTHEAST CORNER OF AN OVERPASS.
 CQ3261'
 CQ3261'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3261'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3261'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3261'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3261'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3261'ARE STAMPED 8H013 1976.  THE MARK IS 159 FEET SOUTHWEST OF THE
 CQ3261'CENTER OF THE EAST BOUND LANE ON INTERSTATE 20, 32 FEET
 CQ3261'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE OVERPASS ON
 CQ3261'STATE HIGHWAY 157 OVER I-20, 24.5 FEET SOUTHEAST OF THE CENTER
 CQ3261'OF STATE HIGHWAY 157, 3 FEET SOUTHEAST OF THE OVERPASS
 CQ3261'ABUTMENT AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST AND
 CQ3261'SIGN.
 CQ3261'
 CQ3261'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3054 ***********************************************************************
 CQ3054  DESIGNATION -  8H014
 CQ3054  PID         -  CQ3054
 CQ3054  STATE/COUNTY-  LA/BOSSIER
 CQ3054  USGS QUAD   -  DOYLINE (1981)
 CQ3054
 CQ3054                         *CURRENT SURVEY CONTROL
 CQ3054  ___________________________________________________________________
 CQ3054* NAD 83(1992)-  32 33 56.08599(N)    093 29 37.63347(W)     ADJUSTED  
 CQ3054* NAVD 88     -        70.0    (meters)     230.     (feet)  VERTCON   
 CQ3054  ___________________________________________________________________
 CQ3054  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CQ3054  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3054
 CQ3054  HORZ ORDER  -  SECOND
 CQ3054
 CQ3054.The horizontal coordinates were established by classical geodetic methods
 CQ3054.and adjusted by the National Geodetic Survey in January 1993..
 CQ3054
 CQ3054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3054
 CQ3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3054
 CQ3054.The geoid height was determined by GEOID03.
 CQ3054
 CQ3054;                    North         East     Units Scale Factor Converg.
 CQ3054;SPC LA N     -   229,454.603   906,678.260   MT  0.99997851   -0 31 31.5
 CQ3054;SPC LA N     -   752,802.31  2,974,660.26   sFT  0.99997851   -0 31 31.5
 CQ3054;UTM  15      - 3,603,236.227   453,647.502   MT  0.99962649   -0 15 56.9
 CQ3054
 CQ3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3054!SPC LA N     -   0.99999310  x   0.99997851  =   0.99997161
 CQ3054!UTM  15      -   0.99999310  x   0.99962649  =   0.99961959
 CQ3054
 CQ3054:                Primary Azimuth Mark                     Grid Az
 CQ3054:SPC LA N     -  8H015                                    051 56 20.3
 CQ3054:UTM  15      -  8H015                                    051 40 45.7
 CQ3054
 CQ3054|---------------------------------------------------------------------|
 CQ3054| PID    Reference Object                     Distance      Geod. Az  |
 CQ3054|                                                           dddmmss.s |
 CQ3054| CQ3055 8H015                               APPROX. 1.7 KM 0512448.8 |
 CQ3054|---------------------------------------------------------------------|
 CQ3054
 CQ3054                          SUPERSEDED SURVEY CONTROL
 CQ3054
 CQ3054  NAD 83(1986)-  32 33 56.09869(N)    093 29 37.62480(W) AD(       ) 2
 CQ3054  NAD 27      -  32 33 55.55724(N)    093 29 37.00098(W) AD(       ) 2
 CQ3054  NGVD 29 (07/19/86)   70.1    (m)          230.     (f) VERT ANG       
 CQ3054
 CQ3054.Superseded values are not recommended for survey control.
 CQ3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3054.See file dsdata.txt to determine how the superseded data were derived.
 CQ3054
 CQ3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5364803236(NAD 83)
 CQ3054_MARKER: DD = SURVEY DISK
 CQ3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3054+STABILITY: SURFACE MOTION
 CQ3054
 CQ3054  HISTORY     - Date     Condition        Report By
 CQ3054  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3054
 CQ3054                          STATION DESCRIPTION
 CQ3054
 CQ3054'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3054'THE STATION IS LOCATED ABOUT 10 MILES WEST OF DIXIE INN AND 2.5
 CQ3054'MILES NORTHEAST OF HAUGHTON.  THE MARK IS SET ON LOUISIANA
 CQ3054'DEPARTMENT OF HIGHWAYS PROPERTY NORTH OF INTERSTATE 20 NEAR AN
 CQ3054'OVERPASS OVER U.S. HIGHWAY 80.
 CQ3054'
 CQ3054'TO REACH THE STATION FROM THE INTERSTATE 20 AND GOODWILL ROAD
 CQ3054'INTERCHANGE JUST NORTH OF THE LOUISIANA ORDNANCE PLANT, DRIVE WEST
 CQ3054'ALONG INTERSTATE 20 FOR 4 MILES TO THE MARK SET ON THE RIGHT AND
 CQ3054'NORTH OF THE HIGHWAY NEAR THE NORTHWEST CORNER OF THE OVERPASS ON
 CQ3054'THE WEST BOUND LANE ON INTERSTATE 20 OVER U.S. HIGHWAY 80.
 CQ3054'
 CQ3054'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3054'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3054'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  THE
 CQ3054'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3054'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3054'ARE STAMPED 8H014 1976.  THE MARK IS 61.5 FEET SOUTH-SOUTHWEST OF
 CQ3054'THE SOUTHWEST CORNER ON THE OVERPASS ON THE WEST BOUND LANE ON
 CQ3054'INTERSTATE 20, 40 FEET SOUTH OF A METAL GATE, 28 FEET
 CQ3054'NORTHWEST OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE 20,
 CQ3054'3 FEET WEST OF THE NORTHWEST CORNER ON THE OVERPASS AND 2 FEET
 CQ3054'NORTH OF A METAL WITNESS POST AND SIGN.
 CQ3054'
 CQ3054'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3055 ***********************************************************************
 CQ3055  DESIGNATION -  8H015
 CQ3055  PID         -  CQ3055
 CQ3055  STATE/COUNTY-  LA/BOSSIER
 CQ3055  USGS QUAD   -  DOYLINE (1981)
 CQ3055
 CQ3055                         *CURRENT SURVEY CONTROL
 CQ3055  ___________________________________________________________________
 CQ3055* NAD 83(1992)-  32 34 30.55575(N)    093 28 46.60821(W)     ADJUSTED  
 CQ3055* NAVD 88     -        62.7    (meters)     206.     (feet)  VERTCON   
 CQ3055  ___________________________________________________________________
 CQ3055  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 CQ3055  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3055
 CQ3055  HORZ ORDER  -  SECOND
 CQ3055
 CQ3055.The horizontal coordinates were established by classical geodetic methods
 CQ3055.and adjusted by the National Geodetic Survey in January 1993..
 CQ3055
 CQ3055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3055
 CQ3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3055
 CQ3055.The geoid height was determined by GEOID03.
 CQ3055
 CQ3055;                    North         East     Units Scale Factor Converg.
 CQ3055;SPC LA N     -   230,504.249   908,018.803   MT  0.99998041   -0 31 04.5
 CQ3055;SPC LA N     -   756,246.02  2,979,058.36   sFT  0.99998041   -0 31 04.5
 CQ3055;UTM  15      - 3,604,291.564   454,982.802   MT  0.99962499   -0 15 29.6
 CQ3055
 CQ3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3055!SPC LA N     -   0.99999424  x   0.99998041  =   0.99997465
 CQ3055!UTM  15      -   0.99999424  x   0.99962499  =   0.99961924
 CQ3055
 CQ3055:                Primary Azimuth Mark                     Grid Az
 CQ3055:SPC LA N     -  8H016                                    077 41 03.4
 CQ3055:UTM  15      -  8H016                                    077 25 28.5
 CQ3055
 CQ3055|---------------------------------------------------------------------|
 CQ3055| PID    Reference Object                     Distance      Geod. Az  |
 CQ3055|                                                           dddmmss.s |
 CQ3055| CQ3057 8H016                               APPROX. 1.1 KM 0770958.9 |
 CQ3055|---------------------------------------------------------------------|
 CQ3055
 CQ3055                          SUPERSEDED SURVEY CONTROL
 CQ3055
 CQ3055  NAD 83(1986)-  32 34 30.56844(N)    093 28 46.59972(W) AD(       ) 2
 CQ3055  NAD 27      -  32 34 30.02801(N)    093 28 45.97733(W) AD(       ) 2
 CQ3055  NGVD 29 (07/19/86)   62.8    (m)          206.     (f) VERT ANG       
 CQ3055
 CQ3055.Superseded values are not recommended for survey control.
 CQ3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3055.See file dsdata.txt to determine how the superseded data were derived.
 CQ3055
 CQ3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5498304292(NAD 83)
 CQ3055_MARKER: DD = SURVEY DISK
 CQ3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3055+STABILITY: SURFACE MOTION
 CQ3055
 CQ3055  HISTORY     - Date     Condition        Report By
 CQ3055  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3055
 CQ3055                          STATION DESCRIPTION
 CQ3055
 CQ3055'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3055'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF HAUGHTON AND
 CQ3055'8 MILES WEST OF DIXIE INN.  THE MARK IS SET IN THE MEDIAN OF
 CQ3055'INTERSTATE 20 ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3055'
 CQ3055'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 157 AND
 CQ3055'614 IN HAUGHTON, DRIVE NORTH ALONG STATE HIGHWAY 157 FOR 1 MILE TO
 CQ3055'THE INTERCHANGE ON INTERSTATE 20, TAKE THE RAMP LEADING TO THE EAST
 CQ3055'BOUND LANE ON INTERSTATE 20 AND GO EAST FOR 2.8 MILES TO THE MARK
 CQ3055'ON THE LEFT AND NORTH OF THE EAST BOUND LANE SET IN THE MEDIAN.
 CQ3055'
 CQ3055'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3055'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3055'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  THE
 CQ3055'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3055'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3055'ARE STAMPED 8H015 1976.  THE MARK IS 73.5 FEET NORTH-NORTHWEST OF
 CQ3055'THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 20, 53 FEET
 CQ3055'SOUTHWEST OF A 20 INCH PINE TREE, 42 FEET EAST OF A 12 INCH
 CQ3055'OAK TREE, 27.5 FEET SOUTH OF A 14 INCH PINE TREE AND 1.5 FEET
 CQ3055'NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CQ3055'
 CQ3055'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3057 ***********************************************************************
 CQ3057  DESIGNATION -  8H016
 CQ3057  PID         -  CQ3057
 CQ3057  STATE/COUNTY-  LA/BOSSIER
 CQ3057  USGS QUAD   -  DOYLINE (1981)
 CQ3057
 CQ3057                         *CURRENT SURVEY CONTROL
 CQ3057  ___________________________________________________________________
 CQ3057* NAD 83(1992)-  32 34 38.52152(N)    093 28 05.30102(W)     ADJUSTED  
 CQ3057* NAVD 88     -        63.8    (meters)     209.     (feet)  VERTCON   
 CQ3057  ___________________________________________________________________
 CQ3057  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CQ3057  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ3057
 CQ3057  HORZ ORDER  -  SECOND
 CQ3057
 CQ3057.The horizontal coordinates were established by classical geodetic methods
 CQ3057.and adjusted by the National Geodetic Survey in January 1993..
 CQ3057
 CQ3057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3057
 CQ3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3057
 CQ3057.The geoid height was determined by GEOID03.
 CQ3057
 CQ3057;                    North         East     Units Scale Factor Converg.
 CQ3057;SPC LA N     -   230,739.936   909,098.343   MT  0.99998086   -0 30 42.7
 CQ3057;SPC LA N     -   757,019.27  2,982,600.15   sFT  0.99998086   -0 30 42.7
 CQ3057;UTM  15      - 3,604,532.057   456,060.878   MT  0.99962381   -0 15 07.4
 CQ3057
 CQ3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3057!SPC LA N     -   0.99999407  x   0.99998086  =   0.99997493
 CQ3057!UTM  15      -   0.99999407  x   0.99962381  =   0.99961788
 CQ3057
 CQ3057:                Primary Azimuth Mark                     Grid Az
 CQ3057:SPC LA N     -  8H017                                    095 03 24.2
 CQ3057:UTM  15      -  8H017                                    094 47 48.9
 CQ3057
 CQ3057|---------------------------------------------------------------------|
 CQ3057| PID    Reference Object                     Distance      Geod. Az  |
 CQ3057|                                                           dddmmss.s |
 CQ3057| CQ3056 8H017                               APPROX. 1.0 KM 0943241.5 |
 CQ3057|---------------------------------------------------------------------|
 CQ3057
 CQ3057                          SUPERSEDED SURVEY CONTROL
 CQ3057
 CQ3057  NAD 83(1986)-  32 34 38.53421(N)    093 28 05.29267(W) AD(       ) 2
 CQ3057  NAD 27      -  32 34 37.99405(N)    093 28 04.67135(W) AD(       ) 2
 CQ3057  NGVD 29 (07/19/86)   63.9    (m)          210.     (f) VERT ANG       
 CQ3057
 CQ3057.Superseded values are not recommended for survey control.
 CQ3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3057.See file dsdata.txt to determine how the superseded data were derived.
 CQ3057
 CQ3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5606104532(NAD 83)
 CQ3057_MARKER: DD = SURVEY DISK
 CQ3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3057+STABILITY: SURFACE MOTION
 CQ3057
 CQ3057  HISTORY     - Date     Condition        Report By
 CQ3057  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3057
 CQ3057                          STATION DESCRIPTION
 CQ3057
 CQ3057'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3057'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF HAUGHTON AND 7
 CQ3057'MILES WEST OF DIXIE INN.  THE MARK IS SET NORTH OF INTERSTATE 20
 CQ3057'ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ3057'
 CQ3057'TO REACH THE STATION FROM THE INTERSTATE 20 AND GOODWILL ROAD
 CQ3057'INTERCHANGE, DRIVE WEST ALONG INTERSTATE 20 FOR 2.1 MILES TO THE
 CQ3057'MARK SET ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR A RIGHT-OF-WAY
 CQ3057'FENCE.
 CQ3057'
 CQ3057'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3057'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3057'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3057'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3057'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3057'ARE STAMPED 8H016 1976.  THE MARK IS 102.5 FEET NORTH OF THE
 CQ3057'CENTER OF THE WEST BOUND LANE ON INTERSTATE 20, 9.5 FEET
 CQ3057'EAST-SOUTHEAST OF A 6 INCH PINE TREE, 3 FEET SOUTH OF A
 CQ3057'RIGHT-OF-WAY FENCE AND 1.5 FEET WEST OF A METAL WITNESS POST
 CQ3057'AND SIGN.
 CQ3057'
 CQ3057'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3056 ***********************************************************************
 CQ3056  DESIGNATION -  8H017
 CQ3056  PID         -  CQ3056
 CQ3056  STATE/COUNTY-  LA/BOSSIER
 CQ3056  USGS QUAD   -  DOYLINE (1981)
 CQ3056
 CQ3056                         *CURRENT SURVEY CONTROL
 CQ3056  ___________________________________________________________________
 CQ3056* NAD 83(1992)-  32 34 36.04233(N)    093 27 28.48770(W)     ADJUSTED  
 CQ3056* NAVD 88     -        64.5    (meters)     212.     (feet)  VERTCON   
 CQ3056  ___________________________________________________________________
 CQ3056  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CQ3056  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ3056
 CQ3056  HORZ ORDER  -  SECOND
 CQ3056
 CQ3056.The horizontal coordinates were established by classical geodetic methods
 CQ3056.and adjusted by the National Geodetic Survey in January 1993..
 CQ3056
 CQ3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3056
 CQ3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3056
 CQ3056.The geoid height was determined by GEOID03.
 CQ3056
 CQ3056;                    North         East     Units Scale Factor Converg.
 CQ3056;SPC LA N     -   230,655.037   910,057.787   MT  0.99998072   -0 30 23.2
 CQ3056;SPC LA N     -   756,740.73  2,985,747.92   sFT  0.99998072   -0 30 23.2
 CQ3056;UTM  15      - 3,604,451.539   457,020.354   MT  0.99962278   -0 14 47.6
 CQ3056
 CQ3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3056!SPC LA N     -   0.99999396  x   0.99998072  =   0.99997468
 CQ3056!UTM  15      -   0.99999396  x   0.99962278  =   0.99961674
 CQ3056
 CQ3056:                Primary Azimuth Mark                     Grid Az
 CQ3056:SPC LA N     -  60H001                                   084 41 12.0
 CQ3056:UTM  15      -  60H001                                   084 25 36.4
 CQ3056
 CQ3056|---------------------------------------------------------------------|
 CQ3056| PID    Reference Object                     Distance      Geod. Az  |
 CQ3056|                                                           dddmmss.s |
 CQ3056| CQ3058 60H001                              APPROX. 2.5 KM 0841048.8 |
 CQ3056|---------------------------------------------------------------------|
 CQ3056
 CQ3056                          SUPERSEDED SURVEY CONTROL
 CQ3056
 CQ3056  NAD 83(1986)-  32 34 36.05503(N)    093 27 28.47948(W) AD(       ) 2
 CQ3056  NAD 27      -  32 34 35.51485(N)    093 27 27.85911(W) AD(       ) 2
 CQ3056  NGVD 29 (07/19/86)   64.6    (m)          212.     (f) VERT ANG       
 CQ3056
 CQ3056.Superseded values are not recommended for survey control.
 CQ3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3056.See file dsdata.txt to determine how the superseded data were derived.
 CQ3056
 CQ3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5702004452(NAD 83)
 CQ3056_MARKER: DD = SURVEY DISK
 CQ3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3056+STABILITY: SURFACE MOTION
 CQ3056
 CQ3056  HISTORY     - Date     Condition        Report By
 CQ3056  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3056
 CQ3056                          STATION DESCRIPTION
 CQ3056
 CQ3056'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3056'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF HAUGHTON AND 7
 CQ3056'MILES WEST OF DIXIE INN.  THE MARK IS SET SOUTH OF INTERSTATE 20
 CQ3056'ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ3056'
 CQ3056'TO REACH THE STATION FROM THE INTERSTATE 20 AND GOODWILL ROAD
 CQ3056'INTERCHANGE, DRIVE WEST ALONG INTERSTATE 20 FOR 1.5 MILES TO THE
 CQ3056'MARK SET SOUTH OF INTERSTATE 20 NEAR A RIGHT-OF-WAY FENCE.
 CQ3056'
 CQ3056'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3056'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3056'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3056'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3056'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3056'ARE STAMPED 8H017 1976.  THE MARK IS 102 FEET SOUTH-SOUTHEAST OF
 CQ3056'THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 20, 16 FEET
 CQ3056'NORTHWEST OF A 12 INCH TWIN PINE TREE, 3 FEET NORTH-NORTHWEST
 CQ3056'OF A RIGHT-OF-WAY FENCE AND 2 FEET EAST-NORTHEAST OF A METAL
 CQ3056'WITNESS POST AND SIGN.
 CQ3056'
 CQ3056'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3281 ***********************************************************************
 CQ3281  DESIGNATION -  8H018
 CQ3281  PID         -  CQ3281
 CQ3281  STATE/COUNTY-  LA/BOSSIER
 CQ3281  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3281
 CQ3281                         *CURRENT SURVEY CONTROL
 CQ3281  ___________________________________________________________________
 CQ3281* NAD 83(1992)-  32 32 26.32592(N)    093 37 30.67441(W)     ADJUSTED  
 CQ3281* NAVD 88     -        50.79   (+/-2cm)     166.6    (feet)  VERTCON   
 CQ3281  ___________________________________________________________________
 CQ3281  X           -    -340,304.196 (meters)                     COMP
 CQ3281  Y           -  -5,371,299.957 (meters)                     COMP
 CQ3281  Z           -   3,411,137.161 (meters)                     COMP
 CQ3281  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ3281  ELLIP HEIGHT-          24.68  (meters)          (02/20/02) GPS OBS
 CQ3281  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3281
 CQ3281  HORZ ORDER  -  FIRST
 CQ3281  VERT ORDER  -  THIRD ? (See Below)
 CQ3281  ELLP ORDER  -  FOURTH    CLASS I
 CQ3281
 CQ3281.The horizontal coordinates were established by GPS observations
 CQ3281.and adjusted by the National Geodetic Survey in March 1995..
 CQ3281
 CQ3281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3281.The vertical order pertains to the NGVD 29 superseded value.
 CQ3281
 CQ3281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3281
 CQ3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3281
 CQ3281.The ellipsoidal height was determined by GPS observations
 CQ3281.and is referenced to NAD 83.
 CQ3281
 CQ3281.The geoid height was determined by GEOID03.
 CQ3281
 CQ3281;                    North         East     Units Scale Factor Converg.
 CQ3281;SPC LA N     -   226,810.429   894,310.807   MT  0.99997369   -0 35 41.6
 CQ3281;SPC LA N     -   744,127.22  2,934,084.71   sFT  0.99997369   -0 35 41.6
 CQ3281;UTM  15      - 3,600,537.077   441,296.357   MT  0.99964249   -0 20 10.7
 CQ3281
 CQ3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3281!SPC LA N     -   0.99999613  x   0.99997369  =   0.99996982
 CQ3281!UTM  15      -   0.99999613  x   0.99964249  =   0.99963862
 CQ3281
 CQ3281:                Primary Azimuth Mark                     Grid Az
 CQ3281:SPC LA N     -  8H019                                    349 49 37.6
 CQ3281:UTM  15      -  8H019                                    349 34 06.7
 CQ3281
 CQ3281|---------------------------------------------------------------------|
 CQ3281| PID    Reference Object                     Distance      Geod. Az  |
 CQ3281|                                                           dddmmss.s |
 CQ3281| CQ3282 8H019                               APPROX. 1.3 KM 3491356.0 |
 CQ3281|---------------------------------------------------------------------|
 CQ3281
 CQ3281                          SUPERSEDED SURVEY CONTROL
 CQ3281
 CQ3281  ELLIP H (03/31/95)   24.79   (m)                       GP(       ) 4 1
 CQ3281  NAD 83(1992)-  32 32 26.32661(N)    093 37 30.67109(W) AD(       ) 2
 CQ3281  NAD 83(1986)-  32 32 26.33929(N)    093 37 30.66084(W) AD(       ) 2
 CQ3281  NAD 27      -  32 32 25.79392(N)    093 37 30.02492(W) AD(       ) 2
 CQ3281  NGVD 29 (03/31/95)   50.86   (m)          166.9    (f) LEVELING    3  
 CQ3281
 CQ3281.Superseded values are not recommended for survey control.
 CQ3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3281.See file dsdata.txt to determine how the superseded data were derived.
 CQ3281
 CQ3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4129600537(NAD 83)
 CQ3281_MARKER: DD = SURVEY DISK
 CQ3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3281_STAMPING: 8H018 1976
 CQ3281_MARK LOGO: LADTD 
 CQ3281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3281+STABILITY: SURFACE MOTION
 CQ3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3281+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 CQ3281
 CQ3281  HISTORY     - Date     Condition        Report By
 CQ3281  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3281  HISTORY     - 1989     GOOD             USPSQD
 CQ3281  HISTORY     - 19920609 GOOD             BCED
 CQ3281
 CQ3281                          STATION DESCRIPTION
 CQ3281
 CQ3281'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3281'THE STATION IS LOCATED ABOUT 3 MILES EAST OF BOSSIER CITY AND IS
 CQ3281'SET NEAR THE APPROACH RAMP FROM INTERSTATE 220 TO THE EAST BOUND
 CQ3281'LANE ON INTERSTATE 20.  THE MARK IS SET ON LOUISIANA DEPARTMENT
 CQ3281'OF HIGHWAYS PROPERTY.
 CQ3281'
 CQ3281'TO REACH THE STATION FROM THE MACKS BAYOU ROAD AND INTERSTATE
 CQ3281'20 INTERCHANGE, GO EAST ALONG INTERSTATE 20 FOR 3 MILES TO THE MARK
 CQ3281'SET ON THE RIGHT AND SOUTH OF INTERSTATE 20 NEAR THE END OF THE
 CQ3281'APPROACH RAMP ON INTERSTATE 220 LEADING TO THE EAST BOUND LANE
 CQ3281'ON INTERSTATE 20.
 CQ3281'
 CQ3281'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3281'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3281'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CQ3281'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3281'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3281'ARE STAMPED 8H018 1976.  THE MARK IS 100 FEET NORTHEAST OF THE
 CQ3281'CENTER OF A CONCRETE HEADWALL ON A SIDE DRAIN, 99.5 FEET
 CQ3281'NORTH-NORTHWEST OF A RIGHT-OF-WAY FENCE, 50 FEET SOUTH-SOUTHEAST
 CQ3281'OF THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 20 AND 2
 CQ3281'FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ3281'
 CQ3281'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3281
 CQ3281                          STATION RECOVERY (1989)
 CQ3281
 CQ3281'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJ)
 CQ3281'RECOVERED IN GOOD CONDITION.
 CQ3281
 CQ3281                          STATION RECOVERY (1992)
 CQ3281
 CQ3281'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ3281'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3282 ***********************************************************************
 CQ3282  DESIGNATION -  8H019
 CQ3282  PID         -  CQ3282
 CQ3282  STATE/COUNTY-  LA/BOSSIER
 CQ3282  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3282
 CQ3282                         *CURRENT SURVEY CONTROL
 CQ3282  ___________________________________________________________________
 CQ3282* NAD 83(1992)-  32 33 07.09830(N)    093 37 39.82971(W)     ADJUSTED  
 CQ3282* NAVD 88     -        50.47   (+/-2cm)     165.6    (feet)  VERTCON   
 CQ3282  ___________________________________________________________________
 CQ3282  X           -    -340,499.836 (meters)                     COMP
 CQ3282  Y           -  -5,370,610.238 (meters)                     COMP
 CQ3282  Z           -   3,412,195.725 (meters)                     COMP
 CQ3282  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ3282  ELLIP HEIGHT-          24.36  (meters)          (02/20/02) GPS OBS
 CQ3282  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3282
 CQ3282  HORZ ORDER  -  FIRST
 CQ3282  VERT ORDER  -  THIRD ? (See Below)
 CQ3282  ELLP ORDER  -  FOURTH    CLASS I
 CQ3282
 CQ3282.The horizontal coordinates were established by GPS observations
 CQ3282.and adjusted by the National Geodetic Survey in March 1995..
 CQ3282
 CQ3282.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3282.The vertical order pertains to the NGVD 29 superseded value.
 CQ3282
 CQ3282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3282
 CQ3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3282
 CQ3282.The ellipsoidal height was determined by GPS observations
 CQ3282.and is referenced to NAD 83.
 CQ3282
 CQ3282.The geoid height was determined by GEOID03.
 CQ3282
 CQ3282;                    North         East     Units Scale Factor Converg.
 CQ3282;SPC LA N     -   228,068.787   894,085.007   MT  0.99997586   -0 35 46.4
 CQ3282;SPC LA N     -   748,255.68  2,933,343.89   sFT  0.99997586   -0 35 46.4
 CQ3282;UTM  15      - 3,601,793.986   441,064.958   MT  0.99964283   -0 20 16.0
 CQ3282
 CQ3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3282!SPC LA N     -   0.99999618  x   0.99997586  =   0.99997204
 CQ3282!UTM  15      -   0.99999618  x   0.99964283  =   0.99963901
 CQ3282
 CQ3282:                Primary Azimuth Mark                     Grid Az
 CQ3282:SPC LA N     -  8H020                                    052 31 06.6
 CQ3282:UTM  15      -  8H020                                    052 15 36.2
 CQ3282
 CQ3282|---------------------------------------------------------------------|
 CQ3282| PID    Reference Object                     Distance      Geod. Az  |
 CQ3282|                                                           dddmmss.s |
 CQ3282| CQ3263 8H020                               APPROX. 0.8 KM 0515520.2 |
 CQ3282|---------------------------------------------------------------------|
 CQ3282
 CQ3282                          SUPERSEDED SURVEY CONTROL
 CQ3282
 CQ3282  ELLIP H (03/31/95)   24.48   (m)                       GP(       ) 4 1
 CQ3282  NAD 83(1992)-  32 33 07.09897(N)    093 37 39.82728(W) AD(       ) 2
 CQ3282  NAD 83(1986)-  32 33 07.11170(N)    093 37 39.81686(W) AD(       ) 2
 CQ3282  NAD 27      -  32 33 06.56724(N)    093 37 39.18086(W) AD(       ) 2
 CQ3282  NGVD 29 (03/31/95)   50.54   (m)          165.8    (f) LEVELING    3  
 CQ3282
 CQ3282.Superseded values are not recommended for survey control.
 CQ3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3282.See file dsdata.txt to determine how the superseded data were derived.
 CQ3282
 CQ3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4106501794(NAD 83)
 CQ3282_MARKER: DD = SURVEY DISK
 CQ3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3282_STAMPING: 8H019 1976
 CQ3282_MARK LOGO: LADTD 
 CQ3282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3282+STABILITY: SURFACE MOTION
 CQ3282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3282+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2002
 CQ3282
 CQ3282  HISTORY     - Date     Condition        Report By
 CQ3282  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3282  HISTORY     - 19920609 GOOD             BCED
 CQ3282  HISTORY     - 20020511 GOOD             USPS
 CQ3282
 CQ3282                          STATION DESCRIPTION
 CQ3282
 CQ3282'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3282'THE STATION IS LOCATED ABOUT 3 MILES EAST OF BOSSIER CITY AND IS
 CQ3282'SET NORTH OF U.S. HIGHWAY 80 ACROSS THE HIGHWAY FROM THE BOSSIER
 CQ3282'DOWNS RACE TRACK.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF
 CQ3282'HIGHWAYS PROPERTY.
 CQ3282'
 CQ3282'TO REACH THE STATION FROM THE INTERSTATE 20 AND MACKS BAYOU
 CQ3282'ROAD INTERCHANGE, DRIVE NORTHEAST ALONG MACKS BAYOU ROAD FOR 0.3
 CQ3282'MILES TO THE JUNCTION WITH U.S. HIGHWAY 80, TURN RIGHT AND GO EAST
 CQ3282'ALONG U.S. HIGHWAY 80 FOR 3 MILES TO THE STATION SET ON THE LEFT
 CQ3282'AND NORTH OF THE HIGHWAY.  THE MARK IS SET NEAR A POWER POLE.
 CQ3282'
 CQ3282'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3282'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3282'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CQ3282'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3282'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3282'ARE STAMPED 8H019 1976.  THE MARK IS 188 FEET SOUTH-SOUTHWEST OF
 CQ3282'A POWER POLE (NO. 41), 166.5 FEET NORTHEAST OF A POWER POLE
 CQ3282'(NO. 40), 58 FEET NORTHWEST OF THE CENTER OF THE WEST BOUND
 CQ3282'LANE ON U.S. HIGHWAY 80 AND 4 FEET EAST-NORTHEAST OF A POWER
 CQ3282'POLE WITH A WITNESS SIGN ATTACHED.
 CQ3282'
 CQ3282'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3282
 CQ3282                          STATION RECOVERY (1992)
 CQ3282
 CQ3282'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ3282'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
 CQ3282
 CQ3282                          STATION RECOVERY (2002)
 CQ3282
 CQ3282'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ3282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3263 ***********************************************************************
 CQ3263  DESIGNATION -  8H020
 CQ3263  PID         -  CQ3263
 CQ3263  STATE/COUNTY-  LA/BOSSIER
 CQ3263  USGS QUAD   -  EASTWOOD (1975)
 CQ3263
 CQ3263                         *CURRENT SURVEY CONTROL
 CQ3263  ___________________________________________________________________
 CQ3263* NAD 83(1992)-  32 33 23.22703(N)    093 37 15.52093(W)     ADJUSTED  
 CQ3263* NAVD 88     -        65.7    (meters)     216.     (feet)  VERTCON   
 CQ3263  ___________________________________________________________________
 CQ3263  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 CQ3263  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3263
 CQ3263  HORZ ORDER  -  SECOND
 CQ3263
 CQ3263.The horizontal coordinates were established by classical geodetic methods
 CQ3263.and adjusted by the National Geodetic Survey in January 1993..
 CQ3263
 CQ3263.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3263
 CQ3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3263
 CQ3263.The geoid height was determined by GEOID03.
 CQ3263
 CQ3263;                    North         East     Units Scale Factor Converg.
 CQ3263;SPC LA N     -   228,559.008   894,724.303   MT  0.99997673   -0 35 33.6
 CQ3263;SPC LA N     -   749,864.01  2,935,441.32   sFT  0.99997673   -0 35 33.6
 CQ3263;UTM  15      - 3,602,286.921   441,701.824   MT  0.99964191   -0 20 03.0
 CQ3263
 CQ3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3263!SPC LA N     -   0.99999378  x   0.99997673  =   0.99997051
 CQ3263!UTM  15      -   0.99999378  x   0.99964191  =   0.99963569
 CQ3263
 CQ3263|---------------------------------------------------------------------|
 CQ3263| PID    Reference Object                     Distance      Geod. Az  |
 CQ3263|                                                           dddmmss.s |
 CQ3263| CQ3247 HARPER 2                             94.325 METERS 14416     |
 CQ3263| CQ3262 HARPER RM 2                          81.270 METERS 15243     |
 CQ3263| CQ3282 8H019                               APPROX. 0.8 KM 2315533.3 |
 CQ3263|---------------------------------------------------------------------|
 CQ3263
 CQ3263                          SUPERSEDED SURVEY CONTROL
 CQ3263
 CQ3263  NAD 83(1986)-  32 33 23.23981(N)    093 37 15.51022(W) AD(       ) 2
 CQ3263  NAD 27      -  32 33 22.69595(N)    093 37 14.87502(W) AD(       ) 2
 CQ3263  NGVD 29 (07/19/86)   65.8    (m)          216.     (f) VERT ANG       
 CQ3263
 CQ3263.Superseded values are not recommended for survey control.
 CQ3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3263.See file dsdata.txt to determine how the superseded data were derived.
 CQ3263
 CQ3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4170202287(NAD 83)
 CQ3263_MARKER: DD = SURVEY DISK
 CQ3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3263+STABILITY: SURFACE MOTION
 CQ3263
 CQ3263  HISTORY     - Date     Condition        Report By
 CQ3263  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3263  HISTORY     - 20020511 GOOD             USPS
 CQ3263
 CQ3263                          STATION DESCRIPTION
 CQ3263
 CQ3263'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3263'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF BOSSIER CITY AND
 CQ3263'IS SET NORTH OF U.S. HIGHWAY 80 NEAR A POWER POLE AND THE HILLCREST
 CQ3263'MEMORIAL PARK.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF
 CQ3263'HIGHWAYS PROPERTY.
 CQ3263'
 CQ3263'TO REACH THE STATION FROM THE INTERSTATE 20 AND MACKS BAYOU
 CQ3263'INTERCHANGE, GO NORTH ALONG MACKS BAYOU ROAD FOR 0.3 MILES TO THE
 CQ3263'JUNCTION WITH U.S. HIGHWAY 80, TURN RIGHT ON U.S. HIGHWAY 80 AND
 CQ3263'GO EAST FOR 3.5 MILES TO THE MARK SET ON THE LEFT AND NORTH OF
 CQ3263'THE HIGHWAY NEAR THE ENTRANCE TO THE HILLCREST MEMORIAL PARK AND
 CQ3263'A POWER POLE.
 CQ3263'
 CQ3263'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3263'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3263'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3263'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3263'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3263'ARE STAMPED 8H020 1976.  THE MARK IS 70.5 FEET NORTH OF
 CQ3263'THE CENTER OF THE WEST BOUND LANE ON U.S. HIGHWAY 80, 46.5 FEET
 CQ3263'EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER ATTACHED (NO.
 CQ3263'1), 30.5 FEET SOUTH-SOUTHEAST OF THE CONCRETE BASE OF A FLAG
 CQ3263'POLE, 7.5 FEET EAST-NORTHEAST OF A POWER POLE (NO. 185) WITH
 CQ3263'WITNESS SIGN ATTACHED AND 3 FEET EAST-NORTHEAST OF A
 CQ3263'CONCRETE RIGHT-OF-WAY MARKER.
 CQ3263'
 CQ3263'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3263
 CQ3263                          STATION RECOVERY (2002)
 CQ3263
 CQ3263'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ3263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4049 ***********************************************************************
 BJ4049  DESIGNATION -  9
 BJ4049  PID         -  BJ4049
 BJ4049  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4049  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4049
 BJ4049                         *CURRENT SURVEY CONTROL
 BJ4049  ___________________________________________________________________
 BJ4049* NAD 83(1986)-  30 23 29.     (N)    091 09 39.     (W)     SCALED    
 BJ4049* NAVD 88     -        13.175  (meters)      43.23   (feet)  ADJUSTED  
 BJ4049  ___________________________________________________________________
 BJ4049  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4049  DYNAMIC HT  -          13.158 (meters)      43.17  (feet)  COMP
 BJ4049  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BJ4049
 BJ4049  VERT ORDER  -  SECOND    CLASS II
 BJ4049
 BJ4049.The horizontal coordinates were scaled from a topographic map and have
 BJ4049.an estimated accuracy of +/- 6 seconds.
 BJ4049
 BJ4049.The orthometric height was determined by differential leveling
 BJ4049.and adjusted by the National Geodetic Survey in February 1994..
 BJ4049
 BJ4049.The geoid height was determined by GEOID03.
 BJ4049
 BJ4049.The dynamic height is computed by dividing the NAVD 88
 BJ4049.geopotential number by the normal gravity value computed on the
 BJ4049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4049.degrees latitude (g = 980.6199 gals.).
 BJ4049
 BJ4049.The modeled gravity was interpolated from observed gravity values.
 BJ4049
 BJ4049;                    North         East    Units  Estimated Accuracy
 BJ4049;SPC LA S     -   209,660.    1,016,580.      MT  (+/- 180 meters Scaled)
 BJ4049
 BJ4049                          SUPERSEDED SURVEY CONTROL
 BJ4049
 BJ4049.No superseded survey control is available for this station.
 BJ4049
 BJ4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP766635(NAD 83)
 BJ4049_MARKER: DB = BENCH MARK DISK
 BJ4049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4049_SP_SET: CONCRETE POST
 BJ4049_STAMPING: 9
 BJ4049_MARK LOGO: LA-033
 BJ4049_PROJECTION: FLUSH
 BJ4049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4049+STABILITY: SURFACE MOTION
 BJ4049
 BJ4049  HISTORY     - Date     Condition        Report By
 BJ4049  HISTORY     - UNK      MONUMENTED       LA-033
 BJ4049  HISTORY     - 1987     GOOD             LA-033
 BJ4049
 BJ4049                          STATION DESCRIPTION
 BJ4049
 BJ4049'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4049'IN BATON ROUGE.
 BJ4049'ABOUT 5.3 KM (3.3 MI) SOUTH ON HIGHLAND ROAD FROM THE HIGHLAND ROAD
 BJ4049'EXIT AT INTERSTATE 10 TO HIGHLAND ROAD AND LEE DRIVE.  TURN LEFT
 BJ4049'(EAST) FOR 0.16 KM (0.1 MI) ON LEE DRIVE TO THE MARK AT GULF STATES
 BJ4049'UTILITIES SUB STATION ON THE NORTH SIDE OF LEE DRIVE, 12.8 METERS (42
 BJ4049'FT) NORTHWEST OF THE CENTERLINE OF LEE DRIVE, 4.4 METERS (14.5 FT)
 BJ4049'SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE, AND 1.37
 BJ4049'METERS (4.5 FT) SOUTHWEST OF A WOODEN CORNER FENCE POST ON A ROW
 BJ4049'FENCE LINE.
 BJ4049'THE MARK IS 1.25 M ABOVE LEE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3926 ***********************************************************************
 BJ3926  DESIGNATION -  9 87
 BJ3926  PID         -  BJ3926
 BJ3926  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3926  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3926
 BJ3926                         *CURRENT SURVEY CONTROL
 BJ3926  ___________________________________________________________________
 BJ3926* NAD 83(1986)-  30 22 41.     (N)    091 05 53.     (W)     SCALED    
 BJ3926* NAVD 88     -         9.092  (meters)      29.83   (feet)  ADJUSTED  
 BJ3926  ___________________________________________________________________
 BJ3926  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3926  DYNAMIC HT  -           9.080 (meters)      29.79  (feet)  COMP
 BJ3926  MODELED GRAV-     979,332.1   (mgal)                       NAVD 88
 BJ3926
 BJ3926  VERT ORDER  -  SECOND    CLASS II
 BJ3926
 BJ3926.The horizontal coordinates were scaled from a topographic map and have
 BJ3926.an estimated accuracy of +/- 6 seconds.
 BJ3926
 BJ3926.The orthometric height was determined by differential leveling
 BJ3926.and adjusted by the National Geodetic Survey in February 1994..
 BJ3926
 BJ3926.The geoid height was determined by GEOID03.
 BJ3926
 BJ3926.The dynamic height is computed by dividing the NAVD 88
 BJ3926.geopotential number by the normal gravity value computed on the
 BJ3926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3926.degrees latitude (g = 980.6199 gals.).
 BJ3926
 BJ3926.The modeled gravity was interpolated from observed gravity values.
 BJ3926
 BJ3926;                    North         East    Units  Estimated Accuracy
 BJ3926;SPC LA S     -   208,200.    1,022,610.      MT  (+/- 180 meters Scaled)
 BJ3926
 BJ3926                          SUPERSEDED SURVEY CONTROL
 BJ3926
 BJ3926.No superseded survey control is available for this station.
 BJ3926
 BJ3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP827622(NAD 83)
 BJ3926_MARKER: DB = BENCH MARK DISK
 BJ3926_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3926_SP_SET: BRIDGE ABUTMENT
 BJ3926_STAMPING: 9-87 1987
 BJ3926_MARK LOGO: LA-033
 BJ3926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3926+STABILITY: SURFACE MOTION
 BJ3926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3926+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 BJ3926
 BJ3926  HISTORY     - Date     Condition        Report By
 BJ3926  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3926  HISTORY     - 20050413 GOOD             AERODA
 BJ3926  HISTORY     - 20060724 GOOD             AERODA
 BJ3926
 BJ3926                          STATION DESCRIPTION
 BJ3926
 BJ3926'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3926'IN BATON ROUGE.
 BJ3926'LOCATED SOUTH OF BATON ROUGE AND NORTH OF THE INTERSECTION OF PERKINS
 BJ3926'ROAD AND BLUEBONNET ROAD AT THE SOUTHWEST CORNER OF THE SOUTHBOUND
 BJ3926'BRIDGE OVER DAWSON CREEK ON BLUEBONNET ROAD, 4.9 METERS (16 FEET)
 BJ3926'NORTH OF THE SOUTHWEST CORNER OF BRIDGE SET ON THE ROAD NEAR THE
 BJ3926'BRIDGE RAIL, AND ABOUT 0.4 KM (0.25 MI) NORTH OF PERKINS ROAD AND
 BJ3926'BLUEBONNET ROAD.
 BJ3926'THE MARK IS 4.92 METERS  NE FROM A WITNESS POST.
 BJ3926'THE MARK IS 0.18 M ABOVE ROAD.
 BJ3926
 BJ3926                          STATION RECOVERY (2005)
 BJ3926
 BJ3926'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ3926'RECOVERED IN GOOD CONDITION.
 BJ3926
 BJ3926                          STATION RECOVERY (2006)
 BJ3926
 BJ3926'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ3926'USE N30 22 55.042 W091 05 46.721 TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0047 ***********************************************************************
 BJ0047  DESIGNATION -  9 ABLDAPA
 BJ0047  PID         -  BJ0047
 BJ0047  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0047  USGS QUAD   -  MORGANZA (1994)
 BJ0047
 BJ0047                         *CURRENT SURVEY CONTROL
 BJ0047  ___________________________________________________________________
 BJ0047* NAD 83(1986)-  30 43 22.     (N)    091 34 18.     (W)     SCALED    
 BJ0047* NAVD 88     -         8.728  (meters)      28.64   (feet)  ADJUSTED  
 BJ0047  ___________________________________________________________________
 BJ0047  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0047  DYNAMIC HT  -           8.717 (meters)      28.60  (feet)  COMP
 BJ0047  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 BJ0047
 BJ0047  VERT ORDER  -  FIRST     CLASS I
 BJ0047
 BJ0047.The horizontal coordinates were scaled from a topographic map and have
 BJ0047.an estimated accuracy of +/- 6 seconds.
 BJ0047
 BJ0047.The orthometric height was determined by differential leveling
 BJ0047.and adjusted by the National Geodetic Survey in February 1994..
 BJ0047
 BJ0047.The geoid height was determined by GEOID03.
 BJ0047
 BJ0047.The dynamic height is computed by dividing the NAVD 88
 BJ0047.geopotential number by the normal gravity value computed on the
 BJ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0047.degrees latitude (g = 980.6199 gals.).
 BJ0047
 BJ0047.The modeled gravity was interpolated from observed gravity values.
 BJ0047
 BJ0047;                    North         East    Units  Estimated Accuracy
 BJ0047;SPC LA S     -   246,410.      977,170.      MT  (+/- 180 meters Scaled)
 BJ0047
 BJ0047                          SUPERSEDED SURVEY CONTROL
 BJ0047
 BJ0047  NAVD 88 (06/15/91)    8.761  (m)           28.74   (f) UNKNOWN     1 1
 BJ0047  NGVD 29 (??/??/??)    8.719  (m)           28.61   (f) ADJUSTED    1 1
 BJ0047
 BJ0047.Superseded values are not recommended for survey control.
 BJ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0047.See file dsdata.txt to determine how the superseded data were derived.
 BJ0047
 BJ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP367997(NAD 83)
 BJ0047_MARKER: Z = SEE DESCRIPTION
 BJ0047_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0047_SP_SET: 74 FT IRON PIPE
 BJ0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0047
 BJ0047  HISTORY     - Date     Condition        Report By
 BJ0047  HISTORY     - UNK      MONUMENTED       USE
 BJ0047  HISTORY     - 1976     GOOD             NGS
 BJ0047
 BJ0047                          STATION DESCRIPTION
 BJ0047
 BJ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0047'2.1 MI SE FROM MORGANZA.
 BJ0047'1.8 MI SOUTHEAST ALONG STATE HIGHWAY 1 AND 10 FROM THE CITY HALL,
 BJ0047'THENCE 0.3 MI NORTH ACROSS COUNTRY, AT THE NORTH SIDE OF A PASTURE IN
 BJ0047'BACK OF THE STEPHEN LANDRY RESIDENCE BOX 442, 191 FT SOUTH OF THE
 BJ0047'CENTER LINE OF THE LEVEE ROAD, 8 FT SOUTH OF A FENCE, A 1 INCH IRON
 BJ0047'PIPE AND CAP DRIVEN TO A DEPTH OF 74 FT ENCASED IN A 2-INCH IRON
 BJ0047'PIPE BORED TO A DEPTH OF 53 FT WITH A 3 INCH SCREW CAP FOR ACCESS, CAP
 BJ0047'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1383 ***********************************************************************
 CP1383  DESIGNATION -  9 BOLT
 CP1383  PID         -  CP1383
 CP1383  STATE/COUNTY-  LA/MADISON
 CP1383  USGS QUAD   -  TENDAL (1986)
 CP1383
 CP1383                         *CURRENT SURVEY CONTROL
 CP1383  ___________________________________________________________________
 CP1383* NAD 83(1986)-  32 25 54.     (N)    091 21 57.     (W)     SCALED    
 CP1383* NAVD 88     -        23.947  (meters)      78.57   (feet)  ADJUSTED  
 CP1383  ___________________________________________________________________
 CP1383  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1383  DYNAMIC HT  -          23.920 (meters)      78.48  (feet)  COMP
 CP1383  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 CP1383
 CP1383  VERT ORDER  -  FIRST     CLASS I
 CP1383
 CP1383.The horizontal coordinates were scaled from a topographic map and have
 CP1383.an estimated accuracy of +/- 6 seconds.
 CP1383
 CP1383.The orthometric height was determined by differential leveling
 CP1383.and adjusted by the National Geodetic Survey in June 1991..
 CP1383
 CP1383.The geoid height was determined by GEOID03.
 CP1383
 CP1383.The dynamic height is computed by dividing the NAVD 88
 CP1383.geopotential number by the normal gravity value computed on the
 CP1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1383.degrees latitude (g = 980.6199 gals.).
 CP1383
 CP1383.The modeled gravity was interpolated from observed gravity values.
 CP1383
 CP1383;                    North         East    Units  Estimated Accuracy
 CP1383;SPC LA N     -   214,740.    1,106,660.      MT  (+/- 180 meters Scaled)
 CP1383
 CP1383                          SUPERSEDED SURVEY CONTROL
 CP1383
 CP1383  NGVD 29 (??/??/??)   23.960  (m)           78.61   (f) ADJUSTED    1 1
 CP1383
 CP1383.Superseded values are not recommended for survey control.
 CP1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1383.See file dsdata.txt to determine how the superseded data were derived.
 CP1383
 CP1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR536894(NAD 83)
 CP1383_MARKER: B = BOLT
 CP1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1383_SP_SET: STONE
 CP1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1383+STABILITY: SURFACE MOTION
 CP1383
 CP1383  HISTORY     - Date     Condition        Report By
 CP1383  HISTORY     - UNK      MONUMENTED       DOD
 CP1383  HISTORY     - 1968     GOOD             NGS
 CP1383
 CP1383                          STATION DESCRIPTION
 CP1383
 CP1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1383'7.7 MI E FROM DELHI.
 CP1383'7.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1383'DELHI, AT THE EAST END OF A RAILROAD BRIDGE OVER THE TENSAS RIVER, 27
 CP1383'FEET SOUTH OF THE SOUTH RAIL, 22 FEET SOUTH OF THE SOUTH EDGE OF THE
 CP1383'FIRST ROW OF WOOD PILINGS WEST OF THE EAST END OF THE BRIDGE, 10 FEET
 CP1383'EAST OF THE CENTER LINE OF A PRIVATE TRAIL ROAD, A COPPER BOLT SET IN
 CP1383'THE TOP OF A STONE SLAB WHICH IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 CP1383'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH BEARS A U.S.
 CP1383'ENGINEERS CAP AND WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE
 CP1383'GROUND.  1/4, SEC 29, T 17N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0317 ***********************************************************************
 BJ0317  DESIGNATION -  9 BOLT
 BJ0317  PID         -  BJ0317
 BJ0317  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0317  USGS QUAD   -  LOTTIE (1994)
 BJ0317
 BJ0317                         *CURRENT SURVEY CONTROL
 BJ0317  ___________________________________________________________________
 BJ0317* NAD 83(1986)-  30 33 28.     (N)    091 41 52.     (W)     SCALED    
 BJ0317* NAVD 88     -         5.611  (meters)      18.41   (feet)  READJUSTED
 BJ0317  ___________________________________________________________________
 BJ0317  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0317  DYNAMIC HT  -           5.600 (meters)      18.37  (feet)  COMP
 BJ0317  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ0317
 BJ0317  VERT ORDER  -  ?
 BJ0317
 BJ0317.The horizontal coordinates were scaled from a topographic map and have
 BJ0317.an estimated accuracy of +/- 6 seconds.
 BJ0317
 BJ0317.The orthometric height was determined by differential leveling
 BJ0317.and adjusted by the National Geodetic Survey in June 1991..
 BJ0317.The height was derived from older observations constrained to new
 BJ0317.heights in a crustal motion area.  The height is approximate in
 BJ0317.relation to other heights in its vicinity.
 BJ0317
 BJ0317.The geoid height was determined by GEOID03.
 BJ0317
 BJ0317.The dynamic height is computed by dividing the NAVD 88
 BJ0317.geopotential number by the normal gravity value computed on the
 BJ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0317.degrees latitude (g = 980.6199 gals.).
 BJ0317
 BJ0317.The modeled gravity was interpolated from observed gravity values.
 BJ0317
 BJ0317;                    North         East    Units  Estimated Accuracy
 BJ0317;SPC LA S     -   228,150.      965,040.      MT  (+/- 180 meters Scaled)
 BJ0317
 BJ0317                          SUPERSEDED SURVEY CONTROL
 BJ0317
 BJ0317  NGVD 29 (??/??/??)    5.576  (m)           18.29   (f) ADJUSTED    1 1
 BJ0317
 BJ0317.Superseded values are not recommended for survey control.
 BJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0317.See file dsdata.txt to determine how the superseded data were derived.
 BJ0317
 BJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP248813(NAD 83)
 BJ0317_MARKER: B = BOLT
 BJ0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0317_STAMPING: PBM 9 1929
 BJ0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0317
 BJ0317  HISTORY     - Date     Condition        Report By
 BJ0317  HISTORY     - 1929     MONUMENTED       DOD
 BJ0317  HISTORY     - 1964     GOOD             CGS
 BJ0317  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ0317  HISTORY     - 1976     GOOD             NGS
 BJ0317
 BJ0317                          STATION DESCRIPTION
 BJ0317
 BJ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0317'3.05 MI W FROM LOTTIE.
 BJ0317'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE INTERSECTION OF
 BJ0317'THE HIGHWAY AND STATE ROAD 81 AT LOTTIE, THENCE 2.05 MILES WEST ALONG
 BJ0317'A PAVED ROAD, OR ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC
 BJ0317'RAILROAD FROM THE STATION AT KROTZ SPRINGS, THENCE 0.55 MILE NORTH
 BJ0317'ALONG THE LEVEE AND A GRAVELED ROAD, THENCE 3.1 MILES EAST ALONG A
 BJ0317'PAVED ROAD, 158 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE BRIDGE OVER
 BJ0317'BAYOU CLOSE, 22 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING
 BJ0317'SOUTH ALONG THE WEST SIDE OF THE BAYOU, 10 FEET SOUTH OF THE CENTER
 BJ0317'LINE OF AN OLD RAILROAD GRADE, 0.8 FOOT NORTHEAST OF A METAL WITNESS
 BJ0317'POST, A COPPER BOLT SET IN A TILE ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 BJ0317'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING
 BJ0317'A CAP WHICH PROJECTS 2 1/2 FEET ABOVE THE GROUND.
 BJ0317
 BJ0317                          STATION RECOVERY (1968)
 BJ0317
 BJ0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ0317'MARK NOT FOUND.
 BJ0317
 BJ0317                          STATION RECOVERY (1976)
 BJ0317
 BJ0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0317'1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0317'HIGHWAY 81, THENCE 2.5 MILES WEST ALONG A PAVED ROAD, 158 FT SOUTH
 BJ0317'OF THE SOUTH EDGE OF A CONCRETE BRIDGE OVER BAYOU CLOSE, 22 FT
 BJ0317'EAST OF THE CENTER OF A TRAIL LEADING SOUTH ALONG THE WEST SIDE
 BJ0317'OF THE BAYOU, 10 FT WEST OF A WOODEN PIPE PROJECTING ABOUT 6 FT.
 BJ0317'A COPPER BOLT SET IN A TILE 1.5 FT BELOW THE LEVEL OF THE GROUND
 BJ0317'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP
 BJ0317'WHICH PROJECTS 2.5 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2080 ***********************************************************************
 BJ2080  DESIGNATION -  9 C
 BJ2080  PID         -  BJ2080
 BJ2080  STATE/COUNTY-  LA/ST MARTIN
 BJ2080  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2080
 BJ2080                         *CURRENT SURVEY CONTROL
 BJ2080  ___________________________________________________________________
 BJ2080* NAD 83(1986)-  30 03 51.     (N)    091 28 41.     (W)     SCALED    
 BJ2080* NAVD 88     -         2.18   (+/-2cm)       7.2    (feet)  VERTCON   
 BJ2080  ___________________________________________________________________
 BJ2080  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BJ2080
 BJ2080  VERT ORDER  -  ? (See Below)
 BJ2080
 BJ2080.The horizontal coordinates were scaled from a topographic map and have
 BJ2080.an estimated accuracy of +/- 6 seconds.
 BJ2080
 BJ2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2080.The vertical order pertains to the NGVD 29 superseded value.
 BJ2080
 BJ2080.The geoid height was determined by GEOID03.
 BJ2080
 BJ2080;                    North         East    Units  Estimated Accuracy
 BJ2080;SPC LA S     -   173,390.      986,050.      MT  (+/- 180 meters Scaled)
 BJ2080
 BJ2080                          SUPERSEDED SURVEY CONTROL
 BJ2080
 BJ2080  NGVD 29 (??/??/??)    2.206  (m)            7.24   (f) ADJUSTED    ?  
 BJ2080
 BJ2080.Superseded values are not recommended for survey control.
 BJ2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2080.See file dsdata.txt to determine how the superseded data were derived.
 BJ2080
 BJ2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP467268(NAD 83)
 BJ2080_MARKER: S = SPIKE
 BJ2080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2080_SP_SET: TREE
 BJ2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2080
 BJ2080  HISTORY     - Date     Condition        Report By
 BJ2080  HISTORY     - UNK      MONUMENTED       DOD
 BJ2080  HISTORY     - 1936     GOOD             DOD
 BJ2080
 BJ2080                          STATION DESCRIPTION
 BJ2080
 BJ2080'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2080'6.4 MI SE FROM BAYOU CHENE.
 BJ2080'ABOUT 6.4 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2080'MARTIN PARISH, ABOUT 4 MILES SOUTH OF THE HEAD OF LAKE CHICOT, ON THE
 BJ2080'WEST BANK OF CHICOT PASS, ABOUT 1/2 MILE ABOVE AN ISLAND IN THE PASS,
 BJ2080'ABOUT 500 FEET BELOW THE MOUTH OF A BAYOU, ABOUT 200 FEET BELOW AND ON
 BJ2080'THE BANK OPPOSITE THE NICK BURNS RESIDENCE, ABOUT 200 FEET BACK OF THE
 BJ2080'BANK OF THE PASS, ABOUT 150 FEET WEST OF STATION 200+00 OF CHICOT PASS
 BJ2080'CHANNEL BASE LINE, IN A CLUMP OF SMALL SYCAMORE TREES, IN A 6-INCH
 BJ2080'SYCAMORE TREE, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1382 ***********************************************************************
 CP1382  DESIGNATION -  9 CAP
 CP1382  PID         -  CP1382
 CP1382  STATE/COUNTY-  LA/MADISON
 CP1382  USGS QUAD   -  TENDAL (1986)
 CP1382
 CP1382                         *CURRENT SURVEY CONTROL
 CP1382  ___________________________________________________________________
 CP1382* NAD 83(1986)-  32 25 53.     (N)    091 21 57.     (W)     SCALED    
 CP1382* NAVD 88     -        25.156  (meters)      82.53   (feet)  ADJUSTED  
 CP1382  ___________________________________________________________________
 CP1382  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1382  DYNAMIC HT  -          25.128 (meters)      82.44  (feet)  COMP
 CP1382  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 CP1382
 CP1382  VERT ORDER  -  FIRST     CLASS I
 CP1382
 CP1382.The horizontal coordinates were scaled from a topographic map and have
 CP1382.an estimated accuracy of +/- 6 seconds.
 CP1382
 CP1382.The orthometric height was determined by differential leveling
 CP1382.and adjusted by the National Geodetic Survey in June 1991..
 CP1382
 CP1382.The geoid height was determined by GEOID03.
 CP1382
 CP1382.The dynamic height is computed by dividing the NAVD 88
 CP1382.geopotential number by the normal gravity value computed on the
 CP1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1382.degrees latitude (g = 980.6199 gals.).
 CP1382
 CP1382.The modeled gravity was interpolated from observed gravity values.
 CP1382
 CP1382;                    North         East    Units  Estimated Accuracy
 CP1382;SPC LA N     -   214,700.    1,106,660.      MT  (+/- 180 meters Scaled)
 CP1382
 CP1382                          SUPERSEDED SURVEY CONTROL
 CP1382
 CP1382  NGVD 29 (??/??/??)   25.170  (m)           82.58   (f) ADJUSTED    1 1
 CP1382
 CP1382.Superseded values are not recommended for survey control.
 CP1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1382.See file dsdata.txt to determine how the superseded data were derived.
 CP1382
 CP1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR536894(NAD 83)
 CP1382_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1382_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1382
 CP1382  HISTORY     - Date     Condition        Report By
 CP1382  HISTORY     - UNK      MONUMENTED       DOD
 CP1382  HISTORY     - 1968     GOOD             NGS
 CP1382
 CP1382                          STATION DESCRIPTION
 CP1382
 CP1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1382'7.7 MI E FROM DELHI.
 CP1382'7.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1382'DELHI, AT THE EAST END OF A RAILROAD BRIDGE OVER THE TENSAS RIVER, 27
 CP1382'FEET SOUTH OF THE SOUTH RAIL, 22 FEET SOUTH OF THE SOUTH EDGE OF THE
 CP1382'FIRST ROW OF WOOD PILINGS WEST OF THE EAST END OF THE BRIDGE, 10 FEET
 CP1382'EAST OF THE CENTER LINE OF A PRIVATE TRAIL ROAD, AN IRON PIPE WHICH
 CP1382'BEARS A U.S. ENGINEERS CAP AND WHICH PROJECTS 12 INCHES ABOVE THE
 CP1382'SURFACE OF THE GROUND.  1/4, SEC 29, T 17N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2750 ***********************************************************************
 BJ2750  DESIGNATION -  9 CAP
 BJ2750  PID         -  BJ2750
 BJ2750  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2750  USGS QUAD   -  LOTTIE (1994)
 BJ2750
 BJ2750                         *CURRENT SURVEY CONTROL
 BJ2750  ___________________________________________________________________
 BJ2750* NAD 83(1986)-  30 33 28.     (N)    091 41 52.     (W)     SCALED    
 BJ2750* NAVD 88     -         6.769  (meters)      22.21   (feet)  ADJUSTED  
 BJ2750  ___________________________________________________________________
 BJ2750  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ2750  DYNAMIC HT  -           6.761 (meters)      22.18  (feet)  COMP
 BJ2750  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ2750
 BJ2750  VERT ORDER  -  FIRST     CLASS II
 BJ2750
 BJ2750.The horizontal coordinates were scaled from a topographic map and have
 BJ2750.an estimated accuracy of +/- 6 seconds.
 BJ2750
 BJ2750.The orthometric height was determined by differential leveling
 BJ2750.and adjusted by the National Geodetic Survey in February 1994..
 BJ2750
 BJ2750.The geoid height was determined by GEOID03.
 BJ2750
 BJ2750.The dynamic height is computed by dividing the NAVD 88
 BJ2750.geopotential number by the normal gravity value computed on the
 BJ2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2750.degrees latitude (g = 980.6199 gals.).
 BJ2750
 BJ2750.The modeled gravity was interpolated from observed gravity values.
 BJ2750
 BJ2750;                    North         East    Units  Estimated Accuracy
 BJ2750;SPC LA S     -   228,150.      965,040.      MT  (+/- 180 meters Scaled)
 BJ2750
 BJ2750                          SUPERSEDED SURVEY CONTROL
 BJ2750
 BJ2750  NGVD 29 (??/??/??)    6.811  (m)           22.35   (f) ADJUSTED    1 2
 BJ2750
 BJ2750.Superseded values are not recommended for survey control.
 BJ2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2750.See file dsdata.txt to determine how the superseded data were derived.
 BJ2750
 BJ2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP248813(NAD 83)
 BJ2750_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2750_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2750_SP_SET: SHALLOW-SET PIPE
 BJ2750_STAMPING: PBM 9 1929
 BJ2750_MARK LOGO: USE   
 BJ2750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2750
 BJ2750  HISTORY     - Date     Condition        Report By
 BJ2750  HISTORY     - 1929     MONUMENTED       DOD
 BJ2750  HISTORY     - 1964     GOOD             CGS
 BJ2750  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2750  HISTORY     - 1986     GOOD             NGS
 BJ2750
 BJ2750                          STATION DESCRIPTION
 BJ2750
 BJ2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2750'3.05 MI W FROM LOTTIE.
 BJ2750'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE INTERSECTION OF
 BJ2750'THE HIGHWAY AND STATE ROAD 81 AT LOTTIE, THENCE 2.05 MILES WEST ALONG
 BJ2750'A PAVED ROAD, OR ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC
 BJ2750'RAILROAD FROM THE STATION AT KROTZ SPRINGS, THENCE 0.55 MILE NORTH
 BJ2750'ALONG THE LEVEE AND A GRAVELED ROAD, THENCE 3.1 MILES EAST ALONG A
 BJ2750'PAVED ROAD, 158 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE BRIDGE OVER
 BJ2750'BAYOU CLOSE, 22 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING
 BJ2750'SOUTH ALONG THE WEST SIDE OF THE BAYOU, 10 FEET SOUTH OF THE CENTER
 BJ2750'LINE OF AN OLD RAILROAD GRADE, 0.8 FOOT NORTHEAST OF A METAL WITNESS
 BJ2750'POST, A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 2 1/2 FEET ABOVE
 BJ2750'THE GROUND.
 BJ2750
 BJ2750                          STATION RECOVERY (1968)
 BJ2750
 BJ2750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2750'MARK NOT FOUND.
 BJ2750
 BJ2750                          STATION RECOVERY (1986)
 BJ2750
 BJ2750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1529 ***********************************************************************
 CP1529  DESIGNATION -  9 DIETZE BOLT
 CP1529  PID         -  CP1529
 CP1529  STATE/COUNTY-  LA/TENSAS
 CP1529  USGS QUAD   -  BEDFORD (1963)
 CP1529
 CP1529                         *CURRENT SURVEY CONTROL
 CP1529  ___________________________________________________________________
 CP1529* NAD 83(1986)-  32 14 29.     (N)    091 07 29.     (W)     SCALED    
 CP1529* NAVD 88     -        25.26   (+/-2cm)      82.9    (feet)  VERTCON   
 CP1529  ___________________________________________________________________
 CP1529  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1529
 CP1529  VERT ORDER  -  ? (See Below)
 CP1529
 CP1529.The horizontal coordinates were scaled from a topographic map and have
 CP1529.an estimated accuracy of +/- 6 seconds.
 CP1529
 CP1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1529.The vertical order pertains to the NGVD 29 superseded value.
 CP1529
 CP1529.The geoid height was determined by GEOID03.
 CP1529
 CP1529;                    North         East    Units  Estimated Accuracy
 CP1529;SPC LA N     -   193,900.    1,129,600.      MT  (+/- 180 meters Scaled)
 CP1529
 CP1529                          SUPERSEDED SURVEY CONTROL
 CP1529
 CP1529  NGVD 29 (??/??/92)   25.282  (m)           82.95   (f) ADJ UNCH    ?  
 CP1529
 CP1529.Superseded values are not recommended for survey control.
 CP1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1529.See file dsdata.txt to determine how the superseded data were derived.
 CP1529
 CP1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR766687(NAD 83)
 CP1529_MARKER: B = BOLT
 CP1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1529_SP_SET: CONCRETE BLOCK
 CP1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1529
 CP1529  HISTORY     - Date     Condition        Report By
 CP1529  HISTORY     - UNK      MONUMENTED       DOD
 CP1529  HISTORY     - 1934     GOOD             DOD
 CP1529  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1529
 CP1529                          STATION DESCRIPTION
 CP1529
 CP1529'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1529'0.2 MI W FROM KING.
 CP1529'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 CP1529'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA.  ON THE DALIA PLANTATION.
 CP1529'350 METERS NORTHWEST FROM THE WEST END OF A STEEL BRIDGE ACROSS BAYOU
 CP1529'VIDAL.  35.7 METERS WEST FROM THE CENTER LINE OF A ROAD RUNNING ALONG
 CP1529'THE WEST BANK OF BAYOU VIDAL.  IN THE BACK YARD OF A DESERTED CABIN.
 CP1529'12.9 METERS NORTH OF SMALL DITCH RUNNING FROM THE ROAD TOWARDS THE
 CP1529'LEVEE.  5.0 METERS WEST FROM SOUTHWEST CORNER OF CABIN. 7.6 METERS
 CP1529'NORTH FROM THE NORTHWEST CORNER OF AN OUTHOUSE.  P.B.M. IS PAINTED
 CP1529'WHITE AND THE TOP OF CAP IS ABOUT 18 INCHES ABOVE THE GROUND.
 CP1529
 CP1529                          STATION RECOVERY (1963)
 CP1529
 CP1529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1528 ***********************************************************************
 CP1528  DESIGNATION -  9 DIETZE CAP
 CP1528  PID         -  CP1528
 CP1528  STATE/COUNTY-  LA/TENSAS
 CP1528  USGS QUAD   -  BEDFORD (1963)
 CP1528
 CP1528                         *CURRENT SURVEY CONTROL
 CP1528  ___________________________________________________________________
 CP1528* NAD 83(1986)-  32 14 29.     (N)    091 07 29.     (W)     SCALED    
 CP1528* NAVD 88     -        26.48   (+/-2cm)      86.9    (feet)  VERTCON   
 CP1528  ___________________________________________________________________
 CP1528  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1528
 CP1528  VERT ORDER  -  ? (See Below)
 CP1528
 CP1528.The horizontal coordinates were scaled from a topographic map and have
 CP1528.an estimated accuracy of +/- 6 seconds.
 CP1528
 CP1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1528.The vertical order pertains to the NGVD 29 superseded value.
 CP1528
 CP1528.The geoid height was determined by GEOID03.
 CP1528
 CP1528;                    North         East    Units  Estimated Accuracy
 CP1528;SPC LA N     -   193,900.    1,129,600.      MT  (+/- 180 meters Scaled)
 CP1528
 CP1528                          SUPERSEDED SURVEY CONTROL
 CP1528
 CP1528  NGVD 29 (??/??/92)   26.510  (m)           86.97   (f) ADJ UNCH    ?  
 CP1528
 CP1528.Superseded values are not recommended for survey control.
 CP1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1528.See file dsdata.txt to determine how the superseded data were derived.
 CP1528
 CP1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR766687(NAD 83)
 CP1528_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1528_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1528
 CP1528  HISTORY     - Date     Condition        Report By
 CP1528  HISTORY     - UNK      MONUMENTED       DOD
 CP1528  HISTORY     - 1934     GOOD             DOD
 CP1528  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1528
 CP1528                          STATION DESCRIPTION
 CP1528
 CP1528'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1528'0.2 MI W FROM KING.
 CP1528'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK
 CP1528'OF MISSISSIPPI RIVER, IN TENSAS PARISH, LA.  ON THE DALIA PLANTATION.
 CP1528'350 METERS NORTHWEST FROM THE WEST END OF A STEEL BRIDGE ACROSS BAYOU
 CP1528'VIDAL.  35.7 METERS WEST FROM THE CENTER LINE OF A ROAD RUNNING ALONG
 CP1528'THE WEST BANK OF BAYOU VIDAL.  IN THE BACK YARD OF A DESERTED CABIN.
 CP1528'12.9 METERS NORTH OF SMALL DITCH RUNNING FROM THE ROAD TOWARDS THE
 CP1528'LEVEE.  5.0 METERS WEST FROM SOUTHWEST CORNER OF CABIN. 7.6 METERS
 CP1528'NORTH FROM THE NORTHWEST CORNER OF AN OUTHOUSE.  P.B.M. IS PAINTED
 CP1528'WHITE AND THE TOP OF CAP IS ABOUT 18 INCHES ABOVE THE GROUND.
 CP1528
 CP1528                          STATION RECOVERY (1963)
 CP1528
 CP1528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2101 ***********************************************************************
 BK2101  DESIGNATION -  9 GDS USGS
 BK2101  PID         -  BK2101
 BK2101  STATE/COUNTY-  LA/ST LANDRY
 BK2101  USGS QUAD   -  WHITEVILLE (1992)
 BK2101
 BK2101                         *CURRENT SURVEY CONTROL
 BK2101  ___________________________________________________________________
 BK2101* NAD 83(1986)-  30 46 44.     (N)    092 08 01.     (W)     SCALED    
 BK2101* NAVD 88     -        11.74   (+/-2cm)      38.5    (feet)  VERTCON   
 BK2101  ___________________________________________________________________
 BK2101  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2101
 BK2101  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2101
 BK2101.The horizontal coordinates were scaled from a topographic map and have
 BK2101.an estimated accuracy of +/- 6 seconds.
 BK2101
 BK2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2101.The vertical order pertains to the NGVD 29 superseded value.
 BK2101
 BK2101.The geoid height was determined by GEOID03.
 BK2101
 BK2101;                    North         East    Units  Estimated Accuracy
 BK2101;SPC LA S     -   252,880.      923,390.      MT  (+/- 180 meters Scaled)
 BK2101
 BK2101                          SUPERSEDED SURVEY CONTROL
 BK2101
 BK2101  NGVD 29 (??/??/??)   11.711  (m)           38.42   (f) ADJUSTED    2 2
 BK2101
 BK2101.Superseded values are not recommended for survey control.
 BK2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2101.See file dsdata.txt to determine how the superseded data were derived.
 BK2101
 BK2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ829054(NAD 83)
 BK2101_MARKER: DE = TRAVERSE STATION DISK
 BK2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2101_SP_SET: CONCRETE POST
 BK2101_STAMPING: 9 GDS 1965
 BK2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2101+STABILITY: SURFACE MOTION
 BK2101
 BK2101  HISTORY     - Date     Condition        Report By
 BK2101  HISTORY     - 1965     MONUMENTED       USGS
 BK2101  HISTORY     - 1977     GOOD             LADTD
 BK2101
 BK2101                          STATION DESCRIPTION
 BK2101
 BK2101'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2101'9 MI SE FROM BEGGS.
 BK2101'ABOUT 9 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2101'HIGHWAY 10 AT BEGGS, 85 FT NE OF THE CENTERLINE OF STATE HIGHWAY 182,
 BK2101'29 FT NE OF THE EAST RAIL OF A RAILROAD TRACK, 51 FT NE OF THE
 BK2101'JUNCTION OF A GRAVELED ROAD CROSSING THE RAILROAD, ABOUT 250 FT SW
 BK2101'OF A TELEPHONE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1610 ***********************************************************************
 CQ1610  DESIGNATION -  9 SES
 CQ1610  PID         -  CQ1610
 CQ1610  STATE/COUNTY-  LA/WEBSTER
 CQ1610  USGS QUAD   -  HEFLIN (1972)
 CQ1610
 CQ1610                         *CURRENT SURVEY CONTROL
 CQ1610  ___________________________________________________________________
 CQ1610* NAD 83(1986)-  32 27 17.     (N)    093 15 49.     (W)     SCALED    
 CQ1610* NAVD 88     -        82.76   (+/-2cm)     271.5    (feet)  VERTCON   
 CQ1610  ___________________________________________________________________
 CQ1610  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1610
 CQ1610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1610
 CQ1610.The horizontal coordinates were scaled from a topographic map and have
 CQ1610.an estimated accuracy of +/- 6 seconds.
 CQ1610
 CQ1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1610.The vertical order pertains to the NGVD 29 superseded value.
 CQ1610
 CQ1610.The geoid height was determined by GEOID03.
 CQ1610
 CQ1610;                    North         East    Units  Estimated Accuracy
 CQ1610;SPC LA N     -   216,990.      928,210.      MT  (+/- 180 meters Scaled)
 CQ1610
 CQ1610                          SUPERSEDED SURVEY CONTROL
 CQ1610
 CQ1610  NGVD 29 (??/??/??)   82.824  (m)          271.73   (f) ADJUSTED    2 0
 CQ1610
 CQ1610.Superseded values are not recommended for survey control.
 CQ1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1610.See file dsdata.txt to determine how the superseded data were derived.
 CQ1610
 CQ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR752908(NAD 83)
 CQ1610_MARKER: DD = SURVEY DISK
 CQ1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1610_STAMPING: S.E.S. NO 9 1934
 CQ1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1610+STABILITY: SURFACE MOTION
 CQ1610
 CQ1610  HISTORY     - Date     Condition        Report By
 CQ1610  HISTORY     - 1934     MONUMENTED       LOCSUR
 CQ1610  HISTORY     - 1934     GOOD             CGS
 CQ1610  HISTORY     - 1938     GOOD             LOCSUR
 CQ1610  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1610
 CQ1610                          STATION DESCRIPTION
 CQ1610
 CQ1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1610'IN HEFLIN.
 CQ1610'AT HEFLIN, WEBSTER PARISH, ABOUT 20 YARDS SOUTH OF THE LOUISIANA AND
 CQ1610'ARKANSAS RAILWAY STATION, OPPOSITE MILEAGE 89.10, ABOUT 10 YARDS EAST
 CQ1610'OF THE TRACK, AND 5 FEET NORTH OF A POLE.  A SOIL EROSION SERVICE
 CQ1610'STANDARD DISK, STAMPED S.E.S. NO 9 1934 AND SET IN THE TOP OF A
 CQ1610'CONCRETE POST.
 CQ1610
 CQ1610                          STATION RECOVERY (1938)
 CQ1610
 CQ1610'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 CQ1610'RECOVERED IN GOOD CONDITION.
 CQ1610
 CQ1610                          STATION RECOVERY (1977)
 CQ1610
 CQ1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1610'A THOROUGH SEARCH WAS MADE FOR THIS MARK AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2369 ***********************************************************************
 CQ2369  DESIGNATION -  9 V 1
 CQ2369  PID         -  CQ2369
 CQ2369  STATE/COUNTY-  LA/CADDO
 CQ2369  USGS QUAD   -  KEATCHIE (1972)
 CQ2369
 CQ2369                         *CURRENT SURVEY CONTROL
 CQ2369  ___________________________________________________________________
 CQ2369* NAD 83(1986)-  32 13 49.     (N)    093 54 19.     (W)     SCALED    
 CQ2369* NAVD 88     -        83.433  (meters)     273.73   (feet)  ADJUSTED  
 CQ2369  ___________________________________________________________________
 CQ2369  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2369  DYNAMIC HT  -          83.337 (meters)     273.41  (feet)  COMP
 CQ2369  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CQ2369
 CQ2369  VERT ORDER  -  SECOND    CLASS I
 CQ2369
 CQ2369.The horizontal coordinates were scaled from a topographic map and have
 CQ2369.an estimated accuracy of +/- 6 seconds.
 CQ2369
 CQ2369.The orthometric height was determined by differential leveling
 CQ2369.and adjusted by the National Geodetic Survey in June 1991..
 CQ2369
 CQ2369.The geoid height was determined by GEOID03.
 CQ2369
 CQ2369.The dynamic height is computed by dividing the NAVD 88
 CQ2369.geopotential number by the normal gravity value computed on the
 CQ2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2369.degrees latitude (g = 980.6199 gals.).
 CQ2369
 CQ2369.The modeled gravity was interpolated from observed gravity values.
 CQ2369
 CQ2369;                    North         East    Units  Estimated Accuracy
 CQ2369;SPC LA N     -   192,700.      867,560.      MT  (+/- 180 meters Scaled)
 CQ2369
 CQ2369                          SUPERSEDED SURVEY CONTROL
 CQ2369
 CQ2369  NGVD 29 (??/??/??)   83.495  (m)          273.93   (f) ADJUSTED    2 1
 CQ2369
 CQ2369.Superseded values are not recommended for survey control.
 CQ2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2369.See file dsdata.txt to determine how the superseded data were derived.
 CQ2369
 CQ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR147663(NAD 83)
 CQ2369_MARKER: DD = SURVEY DISK
 CQ2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2369_STAMPING: 9V1 1969
 CQ2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2369+STABILITY: SURFACE MOTION
 CQ2369
 CQ2369  HISTORY     - Date     Condition        Report By
 CQ2369  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2369  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ2369  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ2369
 CQ2369                          STATION DESCRIPTION
 CQ2369
 CQ2369'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2369'3.09 MI N FROM KEATCHIE.
 CQ2369'LOCATED 3.09 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ2369'OF LOUISIANA HIGHWAY 5, LOUISIANA HIGHWAY 172 AND LOUISIANA HIGHWAY
 CQ2369'789 IN KEATCHIE AND 1.02 MILES SOUTH FROM JUNCTION OF LOUISIANA
 CQ2369'HIGHWAY 789 AND PRESTON ROAD, 267 FEET NORTH OF A FENCE CORNER LOCATED
 CQ2369'JUST NORTH FROM THE JUNCTION OF LOUISIANA HIGHWAY 789 AND KEATCHIE -
 CQ2369'KEITHVILLE ROAD, 184 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 CQ2369'HIGHWAY 789, 73 FEET NORTH OF 20 INCH OAK AND 14 FEET WEST OF 18 INCH
 CQ2369'OAK.  SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CQ2369'GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET EAST OF THE MARK.
 CQ2369'SECTION 4, T 14N, R 15W.
 CQ2369
 CQ2369                          STATION RECOVERY (1994)
 CQ2369
 CQ2369'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2369'MARK NOT FOUND.
 CQ2369
 CQ2369                          STATION RECOVERY (1999)
 CQ2369
 CQ2369'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2358 ***********************************************************************
 CQ2358  DESIGNATION -  9 V 10
 CQ2358  PID         -  CQ2358
 CQ2358  STATE/COUNTY-  LA/CADDO
 CQ2358  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2358
 CQ2358                         *CURRENT SURVEY CONTROL
 CQ2358  ___________________________________________________________________
 CQ2358* NAD 83(1986)-  32 19 37.     (N)    093 56 43.     (W)     SCALED    
 CQ2358* NAVD 88     -       102.356  (meters)     335.81   (feet)  ADJUSTED  
 CQ2358  ___________________________________________________________________
 CQ2358  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2358  DYNAMIC HT  -         102.240 (meters)     335.43  (feet)  COMP
 CQ2358  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 CQ2358
 CQ2358  VERT ORDER  -  SECOND    CLASS I
 CQ2358
 CQ2358.The horizontal coordinates were scaled from a topographic map and have
 CQ2358.an estimated accuracy of +/- 6 seconds.
 CQ2358
 CQ2358.The orthometric height was determined by differential leveling
 CQ2358.and adjusted by the National Geodetic Survey in June 1991..
 CQ2358
 CQ2358.The geoid height was determined by GEOID03.
 CQ2358
 CQ2358.The dynamic height is computed by dividing the NAVD 88
 CQ2358.geopotential number by the normal gravity value computed on the
 CQ2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2358.degrees latitude (g = 980.6199 gals.).
 CQ2358
 CQ2358.The modeled gravity was interpolated from observed gravity values.
 CQ2358
 CQ2358;                    North         East    Units  Estimated Accuracy
 CQ2358;SPC LA N     -   203,470.      863,930.      MT  (+/- 180 meters Scaled)
 CQ2358
 CQ2358                          SUPERSEDED SURVEY CONTROL
 CQ2358
 CQ2358  NGVD 29 (??/??/??)  102.421  (m)          336.03   (f) ADJUSTED    2 1
 CQ2358
 CQ2358.Superseded values are not recommended for survey control.
 CQ2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2358.See file dsdata.txt to determine how the superseded data were derived.
 CQ2358
 CQ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR110770(NAD 83)
 CQ2358_MARKER: DD = SURVEY DISK
 CQ2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2358_STAMPING: 9V10 1969
 CQ2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2358+STABILITY: SURFACE MOTION
 CQ2358
 CQ2358  HISTORY     - Date     Condition        Report By
 CQ2358  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2358  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ2358
 CQ2358                          STATION DESCRIPTION
 CQ2358
 CQ2358'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2358'0.94 MI N FROM SPRING RIDGE.
 CQ2358'LOCATED 0.94 MILES NORTH ALONG LOUISIANA HIGHWAY 169 FROM THE JUNCTION
 CQ2358'OF LOUISIANA HIGHWAY 169 AND LOUISIANA HIGHWAY 525 IN SPRING RIDGE,
 CQ2358'202 FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY 169, 178 FEET EAST OF
 CQ2358'NORTH END OF CONCRETE SIDE DRAIN ON EAST SIDE OF HIGHWAY, 160 FEET
 CQ2358'EAST OF WIRE FENCE, 112 FEET SOUTHEAST OF 30 INCH CEDAR, 80 FEET
 CQ2358'SOUTHEAST OF 24 INCH CEDAR, 69 FEET SOUTHWEST OF CONCRETE CISTERN IN
 CQ2358'THE GROUND, 53 FEET WEST OF NORTHWEST CORNER OF DAIRY BARN, 31 FEET
 CQ2358'SOUTH OF WELL AND PUMP HOUSE AND 1 FOOT NORTHWEST OF FENCE CORNER. SET
 CQ2358'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  A STEEL WITNESS
 CQ2358'POST IS SET 1.0 FOOT EAST OF THE MARK.  SECTION 6, T 15N, R 15W.
 CQ2358
 CQ2358                          STATION RECOVERY (1995)
 CQ2358
 CQ2358'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2356 ***********************************************************************
 CQ2356  DESIGNATION -  9 V 11
 CQ2356  PID         -  CQ2356
 CQ2356  STATE/COUNTY-  LA/CADDO
 CQ2356  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2356
 CQ2356                         *CURRENT SURVEY CONTROL
 CQ2356  ___________________________________________________________________
 CQ2356* NAD 83(1986)-  32 20 25.     (N)    093 56 37.     (W)     SCALED    
 CQ2356* NAVD 88     -        89.236  (meters)     292.77   (feet)  ADJUSTED  
 CQ2356  ___________________________________________________________________
 CQ2356  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2356  DYNAMIC HT  -          89.134 (meters)     292.43  (feet)  COMP
 CQ2356  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 CQ2356
 CQ2356  VERT ORDER  -  SECOND    CLASS I
 CQ2356
 CQ2356.The horizontal coordinates were scaled from a topographic map and have
 CQ2356.an estimated accuracy of +/- 6 seconds.
 CQ2356
 CQ2356.The orthometric height was determined by differential leveling
 CQ2356.and adjusted by the National Geodetic Survey in June 1991..
 CQ2356
 CQ2356.The geoid height was determined by GEOID03.
 CQ2356
 CQ2356.The dynamic height is computed by dividing the NAVD 88
 CQ2356.geopotential number by the normal gravity value computed on the
 CQ2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2356.degrees latitude (g = 980.6199 gals.).
 CQ2356
 CQ2356.The modeled gravity was interpolated from observed gravity values.
 CQ2356
 CQ2356;                    North         East    Units  Estimated Accuracy
 CQ2356;SPC LA N     -   204,950.      864,110.      MT  (+/- 180 meters Scaled)
 CQ2356
 CQ2356                          SUPERSEDED SURVEY CONTROL
 CQ2356
 CQ2356  NGVD 29 (??/??/??)   89.302  (m)          292.99   (f) ADJUSTED    2 1
 CQ2356
 CQ2356.Superseded values are not recommended for survey control.
 CQ2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2356.See file dsdata.txt to determine how the superseded data were derived.
 CQ2356
 CQ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR112785(NAD 83)
 CQ2356_MARKER: DD = SURVEY DISK
 CQ2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2356_STAMPING: 9V11 1969
 CQ2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2356+STABILITY: SURFACE MOTION
 CQ2356
 CQ2356  HISTORY     - Date     Condition        Report By
 CQ2356  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2356  HISTORY     - 19950429 GOOD             USPSQD
 CQ2356
 CQ2356                          STATION DESCRIPTION
 CQ2356
 CQ2356'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2356'1.98 MI N FROM SPRING RIDGE.
 CQ2356'LOCATED 1.98 MILES NORTH ALONG LOUISIANA HIGHWAY 169 FROM JUNCTION OF
 CQ2356'LOUISIANA HIGHWAY 169 AND LOUISIANA HIGHWAY 525 IN SPRING RIDGE, 158
 CQ2356'FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY 169, 129 FEET EAST OF 36
 CQ2356'INCH OAK, 127 FEET EAST OF SOUTHWEST CORNER OF YARD FENCE OF
 CQ2356'RESIDENCE, 120 FEET EAST OF POWER POLE 34, 80 FEET SOUTH OF 8 INCH
 CQ2356'WELL, 46 FEET SOUTHEAST OF SOUTHEAST CORNER OF FRAME RESIDENCE AND 2
 CQ2356'FEET NORTH OF YARD FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH
 CQ2356'WITH THE GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET SOUTH OF THE
 CQ2356'MARK.  SECTION 30, T 16N, R 15W.
 CQ2356
 CQ2356                          STATION RECOVERY (1995)
 CQ2356
 CQ2356'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2353 ***********************************************************************
 CQ2353  DESIGNATION -  9 V 12
 CQ2353  PID         -  CQ2353
 CQ2353  STATE/COUNTY-  LA/CADDO
 CQ2353  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2353
 CQ2353                         *CURRENT SURVEY CONTROL
 CQ2353  ___________________________________________________________________
 CQ2353* NAD 83(1986)-  32 21 19.     (N)    093 56 31.     (W)     SCALED    
 CQ2353* NAVD 88     -        66.939  (meters)     219.62   (feet)  ADJUSTED  
 CQ2353  ___________________________________________________________________
 CQ2353  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ2353  DYNAMIC HT  -          66.863 (meters)     219.37  (feet)  COMP
 CQ2353  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CQ2353
 CQ2353  VERT ORDER  -  SECOND    CLASS I
 CQ2353
 CQ2353.The horizontal coordinates were scaled from a topographic map and have
 CQ2353.an estimated accuracy of +/- 6 seconds.
 CQ2353
 CQ2353.The orthometric height was determined by differential leveling
 CQ2353.and adjusted by the National Geodetic Survey in June 1991..
 CQ2353
 CQ2353.The geoid height was determined by GEOID03.
 CQ2353
 CQ2353.The dynamic height is computed by dividing the NAVD 88
 CQ2353.geopotential number by the normal gravity value computed on the
 CQ2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2353.degrees latitude (g = 980.6199 gals.).
 CQ2353
 CQ2353.The modeled gravity was interpolated from observed gravity values.
 CQ2353
 CQ2353;                    North         East    Units  Estimated Accuracy
 CQ2353;SPC LA N     -   206,610.      864,290.      MT  (+/- 180 meters Scaled)
 CQ2353
 CQ2353                          SUPERSEDED SURVEY CONTROL
 CQ2353
 CQ2353  NGVD 29 (??/??/??)   67.007  (m)          219.84   (f) ADJUSTED    2 1
 CQ2353
 CQ2353.Superseded values are not recommended for survey control.
 CQ2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2353.See file dsdata.txt to determine how the superseded data were derived.
 CQ2353
 CQ2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR113802(NAD 83)
 CQ2353_MARKER: DD = SURVEY DISK
 CQ2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2353_STAMPING: 9V12 1969
 CQ2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2353+STABILITY: SURFACE MOTION
 CQ2353
 CQ2353  HISTORY     - Date     Condition        Report By
 CQ2353  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2353  HISTORY     - 19950429 GOOD             USPSQD
 CQ2353  HISTORY     - 19990206 GOOD             USPSQD
 CQ2353
 CQ2353                          STATION DESCRIPTION
 CQ2353
 CQ2353'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2353'3.0 MI N FROM SPRING RIDGE.
 CQ2353'LOCATED 3.0 MILES NORTH ALONG LOUISIANA HIGHWAY 169 FROM JUNCTION OF
 CQ2353'LOUISIANA HIGHWAY 169 AND LOUISIANA HIGHWAY 525 IN SPRING RIDGE, 616
 CQ2353'FEET SOUTH OF SOUTH END OF CONCRETE BRIDGE, 155 FEET SOUTHEAST OF
 CQ2353'POWER POLE 107, 152 FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY 169,
 CQ2353'82 FEET EAST OF WIRE FENCE, 33 FEET NORTH OF 16 INCH PINE, 12 FEET
 CQ2353'SOUTHWEST OF 24 INCH OAK AND 11 FEET WEST OF 24 INCH OAK.  SET IN THE
 CQ2353'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL
 CQ2353'WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.  SECTION 30, T 16N, R
 CQ2353'15W.
 CQ2353
 CQ2353                          STATION RECOVERY (1995)
 CQ2353
 CQ2353'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2353'RECOVERED IN GOOD CONDITION.
 CQ2353
 CQ2353                          STATION RECOVERY (1999)
 CQ2353
 CQ2353'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2352 ***********************************************************************
 CQ2352  DESIGNATION -  9 V 13
 CQ2352  PID         -  CQ2352
 CQ2352  STATE/COUNTY-  LA/CADDO
 CQ2352  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2352
 CQ2352                         *CURRENT SURVEY CONTROL
 CQ2352  ___________________________________________________________________
 CQ2352* NAD 83(1986)-  32 21 49.     (N)    093 57 25.     (W)     SCALED    
 CQ2352* NAVD 88     -        73.193  (meters)     240.13   (feet)  ADJUSTED  
 CQ2352  ___________________________________________________________________
 CQ2352  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2352  DYNAMIC HT  -          73.110 (meters)     239.86  (feet)  COMP
 CQ2352  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 CQ2352
 CQ2352  VERT ORDER  -  SECOND    CLASS I
 CQ2352
 CQ2352.The horizontal coordinates were scaled from a topographic map and have
 CQ2352.an estimated accuracy of +/- 6 seconds.
 CQ2352
 CQ2352.The orthometric height was determined by differential leveling
 CQ2352.and adjusted by the National Geodetic Survey in June 1991..
 CQ2352
 CQ2352.The geoid height was determined by GEOID03.
 CQ2352
 CQ2352.The dynamic height is computed by dividing the NAVD 88
 CQ2352.geopotential number by the normal gravity value computed on the
 CQ2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2352.degrees latitude (g = 980.6199 gals.).
 CQ2352
 CQ2352.The modeled gravity was interpolated from observed gravity values.
 CQ2352
 CQ2352;                    North         East    Units  Estimated Accuracy
 CQ2352;SPC LA N     -   207,550.      862,890.      MT  (+/- 180 meters Scaled)
 CQ2352
 CQ2352                          SUPERSEDED SURVEY CONTROL
 CQ2352
 CQ2352  NGVD 29 (??/??/??)   73.261  (m)          240.36   (f) ADJUSTED    2 1
 CQ2352
 CQ2352.Superseded values are not recommended for survey control.
 CQ2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2352.See file dsdata.txt to determine how the superseded data were derived.
 CQ2352
 CQ2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR099811(NAD 83)
 CQ2352_MARKER: DD = SURVEY DISK
 CQ2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2352_STAMPING: 9V13 1969
 CQ2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2352+STABILITY: SURFACE MOTION
 CQ2352
 CQ2352  HISTORY     - Date     Condition        Report By
 CQ2352  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2352  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ2352  HISTORY     - 19990206 GOOD             USPSQD
 CQ2352
 CQ2352                          STATION DESCRIPTION
 CQ2352
 CQ2352'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2352'4.10 MI N FROM SPRING RIDGE.
 CQ2352'LOCATED 4.1 MILES NORTH ALONG LOUISIANA HIGHWAY 169 FROM THE JUNCTION
 CQ2352'OF LOUISIANA HIGHWAY 169 AND LOUISIANA HIGHWAY 525 IN SPRING RIDGE,
 CQ2352'1.88 MILES SOUTH OF JUNCTION OF LOUISIANA HIGHWAY 169 AND BUNCOMB
 CQ2352'ROAD, 923 FEET EAST OF NORTHEAST CORNER OF ARKANSAS LOUISIANA GAS CO.
 CQ2352'METAL BUILDING, 888 FEET EAST OF ARKANSAS LOUISIANA GAS CO. PIPE LINE
 CQ2352'CROSSING, 619 FEET EAST OF 24 INCH CROSS DRAIN, 184 FEET NORTH OF
 CQ2352'LOUISIANA HIGHWAY 169, 161 FEET NORTHWEST OF POWER POLE 122, 146 FEET
 CQ2352'NORTH OF A WIRE FENCE, 41 FEET NORTH OF 13 INCH RED OAK AND 20 FEET
 CQ2352'SOUTHEAST OF 8 INCH ASH.  SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 CQ2352'GROUND.  A STEEL WITNESS POST IS SET 1.2 FEET NORTH OF THE MARK.
 CQ2352'SECTION 24, T 16N, R 15W.
 CQ2352
 CQ2352                          STATION RECOVERY (1995)
 CQ2352
 CQ2352'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2352'MARK NOT FOUND.
 CQ2352
 CQ2352                          STATION RECOVERY (1999)
 CQ2352
 CQ2352'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2351 ***********************************************************************
 CQ2351  DESIGNATION -  9 V 14
 CQ2351  PID         -  CQ2351
 CQ2351  STATE/COUNTY-  LA/CADDO
 CQ2351  USGS QUAD   -  GREENWOOD (1982)
 CQ2351
 CQ2351                         *CURRENT SURVEY CONTROL
 CQ2351  ___________________________________________________________________
 CQ2351* NAD 83(1986)-  32 22 31.     (N)    093 57 55.     (W)     SCALED    
 CQ2351* NAVD 88     -        87.662  (meters)     287.60   (feet)  ADJUSTED  
 CQ2351  ___________________________________________________________________
 CQ2351  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2351  DYNAMIC HT  -          87.563 (meters)     287.28  (feet)  COMP
 CQ2351  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CQ2351
 CQ2351  VERT ORDER  -  SECOND    CLASS I
 CQ2351
 CQ2351.The horizontal coordinates were scaled from a topographic map and have
 CQ2351.an estimated accuracy of +/- 6 seconds.
 CQ2351
 CQ2351.The orthometric height was determined by differential leveling
 CQ2351.and adjusted by the National Geodetic Survey in June 1991..
 CQ2351
 CQ2351.The geoid height was determined by GEOID03.
 CQ2351
 CQ2351.The dynamic height is computed by dividing the NAVD 88
 CQ2351.geopotential number by the normal gravity value computed on the
 CQ2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2351.degrees latitude (g = 980.6199 gals.).
 CQ2351
 CQ2351.The modeled gravity was interpolated from observed gravity values.
 CQ2351
 CQ2351;                    North         East    Units  Estimated Accuracy
 CQ2351;SPC LA N     -   208,860.      862,120.      MT  (+/- 180 meters Scaled)
 CQ2351
 CQ2351                          SUPERSEDED SURVEY CONTROL
 CQ2351
 CQ2351  NGVD 29 (??/??/??)   87.730  (m)          287.83   (f) ADJUSTED    2 1
 CQ2351
 CQ2351.Superseded values are not recommended for survey control.
 CQ2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2351.See file dsdata.txt to determine how the superseded data were derived.
 CQ2351
 CQ2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR091824(NAD 83)
 CQ2351_MARKER: DD = SURVEY DISK
 CQ2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2351_STAMPING: 9V14 1969
 CQ2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2351+STABILITY: SURFACE MOTION
 CQ2351
 CQ2351  HISTORY     - Date     Condition        Report By
 CQ2351  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2351  HISTORY     - 19950429 GOOD             USPSQD
 CQ2351  HISTORY     - 19990206 GOOD             USPSQD
 CQ2351
 CQ2351                          STATION DESCRIPTION
 CQ2351
 CQ2351'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2351'5.28 MI N FROM SPRING RIDGE.
 CQ2351'LOCATED 5.28 MILES NORTH ALONG LOUISIANA HIGHWAY 169 FROM JUNCTION OF
 CQ2351'LOUISIANA HIGHWAY 169 AND LOUISIANA HIGHWAY 525, 0.69 MILES SOUTH OF
 CQ2351'JUNCTION OF LOUISIANA HIGHWAY 169 AND BUNCOMB ROAD, 229 FEET NORTH OF
 CQ2351'NORTHWEST CORNER OF BRICK CHURCH BUILDING, 161 FEET WEST OF CENTERLINE
 CQ2351'OF LOUISIANA HIGHWAY 169, 71 FEET WEST OF 36 INCH RED OAK, 58 FEET
 CQ2351'NORTHEAST OF 15 INCH CHINABERRY AND 44 FEET NORTHWEST OF NORTHWEST
 CQ2351'CORNER OF FRAME BUILDING.  SET IN TOP OF A CONCRETE POST FLUSH WITH
 CQ2351'THE GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET WEST OF THE MARK.
 CQ2351'SECTION 14, T 16N, R 16W.
 CQ2351
 CQ2351                          STATION RECOVERY (1995)
 CQ2351
 CQ2351'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2351'RECOVERED IN GOOD CONDITION.
 CQ2351
 CQ2351                          STATION RECOVERY (1999)
 CQ2351
 CQ2351'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2350 ***********************************************************************
 CQ2350  DESIGNATION -  9 V 15
 CQ2350  PID         -  CQ2350
 CQ2350  STATE/COUNTY-  LA/CADDO
 CQ2350  USGS QUAD   -  GREENWOOD (1982)
 CQ2350
 CQ2350                         *CURRENT SURVEY CONTROL
 CQ2350  ___________________________________________________________________
 CQ2350* NAD 83(1986)-  32 23 17.     (N)    093 57 55.     (W)     SCALED    
 CQ2350* NAVD 88     -        77.361  (meters)     253.81   (feet)  ADJUSTED  
 CQ2350  ___________________________________________________________________
 CQ2350  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2350  DYNAMIC HT  -          77.273 (meters)     253.52  (feet)  COMP
 CQ2350  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CQ2350
 CQ2350  VERT ORDER  -  SECOND    CLASS I
 CQ2350
 CQ2350.The horizontal coordinates were scaled from a topographic map and have
 CQ2350.an estimated accuracy of +/- 6 seconds.
 CQ2350
 CQ2350.The orthometric height was determined by differential leveling
 CQ2350.and adjusted by the National Geodetic Survey in June 1991..
 CQ2350
 CQ2350.The geoid height was determined by GEOID03.
 CQ2350
 CQ2350.The dynamic height is computed by dividing the NAVD 88
 CQ2350.geopotential number by the normal gravity value computed on the
 CQ2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2350.degrees latitude (g = 980.6199 gals.).
 CQ2350
 CQ2350.The modeled gravity was interpolated from observed gravity values.
 CQ2350
 CQ2350;                    North         East    Units  Estimated Accuracy
 CQ2350;SPC LA N     -   210,270.      862,140.      MT  (+/- 180 meters Scaled)
 CQ2350
 CQ2350                          SUPERSEDED SURVEY CONTROL
 CQ2350
 CQ2350  NGVD 29 (??/??/??)   77.430  (m)          254.03   (f) ADJUSTED    2 1
 CQ2350
 CQ2350.Superseded values are not recommended for survey control.
 CQ2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2350.See file dsdata.txt to determine how the superseded data were derived.
 CQ2350
 CQ2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR092838(NAD 83)
 CQ2350_MARKER: DD = SURVEY DISK
 CQ2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2350_STAMPING: 9V15 1969
 CQ2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2350+STABILITY: SURFACE MOTION
 CQ2350
 CQ2350  HISTORY     - Date     Condition        Report By
 CQ2350  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2350  HISTORY     - 19990206 GOOD             USPSQD
 CQ2350  HISTORY     - 20010315 GOOD             USPSQD
 CQ2350
 CQ2350                          STATION DESCRIPTION
 CQ2350
 CQ2350'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2350'4.10 MI S FROM GREENWOOD.
 CQ2350'LOCATED 0.09 MILES EAST ALONG UNITED STATES HIGHWAY 79 AND 80 FROM
 CQ2350'GREENWOOD TO JUNCTION OF UNITED STATES HIGHWAY 79 AND 80 AND LOUISIANA
 CQ2350'HIGHWAY 169, THENCE 4.0 MILES SOUTH ALONG LOUISIANA HIGHWAY 169, 228
 CQ2350'FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 169, 90 FEET SOUTHWEST OF
 CQ2350'SOUTHWEST CORNER OF BRICK RESIDENCE, 88 FEET SOUTHEAST OF 20 INCH
 CQ2350'PECAN, 71 FEET SOUTHEAST OF POWER POLE AND 46 FEET SOUTHWEST OF
 CQ2350'SOUTHWEST CORNER OF BRICK WELL PUMP HOUSE.  SET IN THE TOP OF A
 CQ2350'CONCRETE POST FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 2.5
 CQ2350'FEET NORTH OF THE MARK.  SECTION 11, T 16N, R 16W.
 CQ2350
 CQ2350                          STATION RECOVERY (1999)
 CQ2350
 CQ2350'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2350'RECOVERED IN GOOD CONDITION.
 CQ2350
 CQ2350                          STATION RECOVERY (2001)
 CQ2350
 CQ2350'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ2350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2349 ***********************************************************************
 CQ2349  DESIGNATION -  9 V 16
 CQ2349  PID         -  CQ2349
 CQ2349  STATE/COUNTY-  LA/CADDO
 CQ2349  USGS QUAD   -  GREENWOOD (1982)
 CQ2349
 CQ2349                         *CURRENT SURVEY CONTROL
 CQ2349  ___________________________________________________________________
 CQ2349* NAD 83(1986)-  32 24 07.     (N)    093 57 55.     (W)     SCALED    
 CQ2349* NAVD 88     -        86.225  (meters)     282.89   (feet)  ADJUSTED  
 CQ2349  ___________________________________________________________________
 CQ2349  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2349  DYNAMIC HT  -          86.127 (meters)     282.57  (feet)  COMP
 CQ2349  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 CQ2349
 CQ2349  VERT ORDER  -  SECOND    CLASS I
 CQ2349
 CQ2349.The horizontal coordinates were scaled from a topographic map and have
 CQ2349.an estimated accuracy of +/- 6 seconds.
 CQ2349
 CQ2349.The orthometric height was determined by differential leveling
 CQ2349.and adjusted by the National Geodetic Survey in June 1991..
 CQ2349
 CQ2349.The geoid height was determined by GEOID03.
 CQ2349
 CQ2349.The dynamic height is computed by dividing the NAVD 88
 CQ2349.geopotential number by the normal gravity value computed on the
 CQ2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2349.degrees latitude (g = 980.6199 gals.).
 CQ2349
 CQ2349.The modeled gravity was interpolated from observed gravity values.
 CQ2349
 CQ2349;                    North         East    Units  Estimated Accuracy
 CQ2349;SPC LA N     -   211,810.      862,160.      MT  (+/- 180 meters Scaled)
 CQ2349
 CQ2349                          SUPERSEDED SURVEY CONTROL
 CQ2349
 CQ2349  NGVD 29 (??/??/??)   86.294  (m)          283.12   (f) ADJUSTED    2 1
 CQ2349
 CQ2349.Superseded values are not recommended for survey control.
 CQ2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2349.See file dsdata.txt to determine how the superseded data were derived.
 CQ2349
 CQ2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR092853(NAD 83)
 CQ2349_MARKER: DD = SURVEY DISK
 CQ2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2349_STAMPING: 9V16 1969
 CQ2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2349+STABILITY: SURFACE MOTION
 CQ2349
 CQ2349  HISTORY     - Date     Condition        Report By
 CQ2349  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2349  HISTORY     - 19990206 GOOD             USPSQD
 CQ2349  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CQ2349
 CQ2349                          STATION DESCRIPTION
 CQ2349
 CQ2349'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2349'3.20 MI S FROM GREENWOOD.
 CQ2349'LOCATED 0.09 MILES EAST ALONG UNITED STATES HIGHWAY 79 AND 80 FROM
 CQ2349'GREENWOOD TO JUNCTION OF UNITED STATES HIGHWAY 79 AND 80 AND LOUISIANA
 CQ2349'HIGHWAY 169, THENCE 3.1 MILES SOUTH ALONG LOUISIANA HIGHWAY 169, 167
 CQ2349'FEET NORTHWEST OF NORTHWEST CORNER OF BRICK RESIDENCE, 134 FEET
 CQ2349'NORTHEAST OF 18 INCH CEDAR.  59 FEET NORTHEAST OF 30 INCH SWEET GUM
 CQ2349'AND 1 FOOT NORTH OF FENCE LINE.  SET IN THE TOP OF A CONCRETE POST
 CQ2349'FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FEET WEST OF
 CQ2349'THE MARK.  SECTION 12, T 16N, R 16W.
 CQ2349
 CQ2349                          STATION RECOVERY (1999)
 CQ2349
 CQ2349'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2349'RECOVERED IN GOOD CONDITION.
 CQ2349
 CQ2349                          STATION RECOVERY (2001)
 CQ2349
 CQ2349'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ2349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2348 ***********************************************************************
 CQ2348  DESIGNATION -  9 V 17
 CQ2348  PID         -  CQ2348
 CQ2348  STATE/COUNTY-  LA/CADDO
 CQ2348  USGS QUAD   -  GREENWOOD (1982)
 CQ2348
 CQ2348                         *CURRENT SURVEY CONTROL
 CQ2348  ___________________________________________________________________
 CQ2348* NAD 83(1986)-  32 24 55.     (N)    093 58 07.     (W)     SCALED    
 CQ2348* NAVD 88     -        91.088  (meters)     298.84   (feet)  ADJUSTED  
 CQ2348  ___________________________________________________________________
 CQ2348  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2348  DYNAMIC HT  -          90.985 (meters)     298.51  (feet)  COMP
 CQ2348  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 CQ2348
 CQ2348  VERT ORDER  -  SECOND    CLASS I
 CQ2348
 CQ2348.The horizontal coordinates were scaled from a topographic map and have
 CQ2348.an estimated accuracy of +/- 6 seconds.
 CQ2348
 CQ2348.The orthometric height was determined by differential leveling
 CQ2348.and adjusted by the National Geodetic Survey in June 1991..
 CQ2348
 CQ2348.The geoid height was determined by GEOID03.
 CQ2348
 CQ2348.The dynamic height is computed by dividing the NAVD 88
 CQ2348.geopotential number by the normal gravity value computed on the
 CQ2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2348.degrees latitude (g = 980.6199 gals.).
 CQ2348
 CQ2348.The modeled gravity was interpolated from observed gravity values.
 CQ2348
 CQ2348;                    North         East    Units  Estimated Accuracy
 CQ2348;SPC LA N     -   213,300.      861,870.      MT  (+/- 180 meters Scaled)
 CQ2348
 CQ2348                          SUPERSEDED SURVEY CONTROL
 CQ2348
 CQ2348  NGVD 29 (??/??/??)   91.158  (m)          299.07   (f) ADJUSTED    2 1
 CQ2348
 CQ2348.Superseded values are not recommended for survey control.
 CQ2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2348.See file dsdata.txt to determine how the superseded data were derived.
 CQ2348
 CQ2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR089868(NAD 83)
 CQ2348_MARKER: DD = SURVEY DISK
 CQ2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2348_STAMPING: 9V17 1969
 CQ2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2348+STABILITY: SURFACE MOTION
 CQ2348
 CQ2348  HISTORY     - Date     Condition        Report By
 CQ2348  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2348  HISTORY     - 19990206 GOOD             USPSQD
 CQ2348  HISTORY     - 20010315 GOOD             USPSQD
 CQ2348
 CQ2348                          STATION DESCRIPTION
 CQ2348
 CQ2348'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2348'2.00 MI S FROM GREENWOOD.
 CQ2348'LOCATED 0.09 MILES EAST ALONG UNITED STATES HIGHWAY 79 AND 80 FROM
 CQ2348'GREENWOOD TO JUNCTION OF UNITED STATES HIGHWAY 79 AND 80 AND LOUISIANA
 CQ2348'HIGHWAY 169, THENCE 1.9 MILES SOUTH ALONG LOUISIANA HIGHWAY 169, 0.1
 CQ2348'MILES NORTH OF JUNCTION OF LOUISIANA HIGHWAY 169 AND SHIRLEY FRANCES
 CQ2348'ROAD, 159 FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY 169, 95 FEET
 CQ2348'NORTHEAST OF 14 INCH OAK, 29 FEET NORTHEAST OF NORTHEAST CORNER OF
 CQ2348'BRICK RESIDENCE AND 1.5 FEET NORTH OF NORTH END OF BRICK PUMP HOUSE.
 CQ2348'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. A STEEL
 CQ2348'WITNESS POST IS SET 1.4 FEET NORTH OF THE MARK.  SECTION 35, T 17N, R
 CQ2348'16W.
 CQ2348
 CQ2348                          STATION RECOVERY (1999)
 CQ2348
 CQ2348'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2348'RECOVERED IN GOOD CONDITION.
 CQ2348
 CQ2348                          STATION RECOVERY (2001)
 CQ2348
 CQ2348'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ2348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2347 ***********************************************************************
 CQ2347  DESIGNATION -  9 V 18
 CQ2347  PID         -  CQ2347
 CQ2347  STATE/COUNTY-  LA/CADDO
 CQ2347  USGS QUAD   -  GREENWOOD (1982)
 CQ2347
 CQ2347                         *CURRENT SURVEY CONTROL
 CQ2347  ___________________________________________________________________
 CQ2347* NAD 83(1986)-  32 25 43.     (N)    093 58 31.     (W)     SCALED    
 CQ2347* NAVD 88     -        89.920  (meters)     295.01   (feet)  ADJUSTED  
 CQ2347  ___________________________________________________________________
 CQ2347  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2347  DYNAMIC HT  -          89.819 (meters)     294.68  (feet)  COMP
 CQ2347  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 CQ2347
 CQ2347  VERT ORDER  -  SECOND    CLASS I
 CQ2347
 CQ2347.The horizontal coordinates were scaled from a topographic map and have
 CQ2347.an estimated accuracy of +/- 6 seconds.
 CQ2347
 CQ2347.The orthometric height was determined by differential leveling
 CQ2347.and adjusted by the National Geodetic Survey in June 1991..
 CQ2347
 CQ2347.The geoid height was determined by GEOID03.
 CQ2347
 CQ2347.The dynamic height is computed by dividing the NAVD 88
 CQ2347.geopotential number by the normal gravity value computed on the
 CQ2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2347.degrees latitude (g = 980.6199 gals.).
 CQ2347
 CQ2347.The modeled gravity was interpolated from observed gravity values.
 CQ2347
 CQ2347;                    North         East    Units  Estimated Accuracy
 CQ2347;SPC LA N     -   214,780.      861,260.      MT  (+/- 180 meters Scaled)
 CQ2347
 CQ2347                          SUPERSEDED SURVEY CONTROL
 CQ2347
 CQ2347  NGVD 29 (??/??/??)   89.990  (m)          295.24   (f) ADJUSTED    2 1
 CQ2347
 CQ2347.Superseded values are not recommended for survey control.
 CQ2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2347.See file dsdata.txt to determine how the superseded data were derived.
 CQ2347
 CQ2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR083883(NAD 83)
 CQ2347_MARKER: DD = SURVEY DISK
 CQ2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2347_STAMPING: 9V18 1969
 CQ2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2347+STABILITY: SURFACE MOTION
 CQ2347
 CQ2347  HISTORY     - Date     Condition        Report By
 CQ2347  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2347  HISTORY     - 19990206 POOR             USPSQD
 CQ2347  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CQ2347
 CQ2347                          STATION DESCRIPTION
 CQ2347
 CQ2347'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2347'1.00 MI S FROM GREENWOOD.
 CQ2347'LOCATED 0.09 MILES EAST ALONG UNITED STATES HIGHWAY 79 AND 80 FROM
 CQ2347'GREENWOOD TO THE JUNCTION OF UNITED STATES HIGHWAY 79 AND 80 AND
 CQ2347'LOUISIANA HIGHWAY 169, THENCE 0.9 MILE SOUTH ALONG LOUISIANA HIGHWAY
 CQ2347'169, 405 FEET SOUTHWEST OF LOUISIANA HIGHWAY 169, 158 FEET NORTHWEST
 CQ2347'OF THE SOUTHWEST CORNER OF A BRICK CHURCH BUILDING, 83 FEET SOUTHEAST
 CQ2347'OF A GRAVELED ROAD, 9 FEET SOUTHWEST OF A 30 INCH OAK TREE AND 8 FEET
 CQ2347'SOUTHEAST OF A 24 INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST
 CQ2347'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IN SET 1.4
 CQ2347'FEET NORTH OF THE MARK.  SECTION 35, T 17N, R 16W.
 CQ2347
 CQ2347                          STATION RECOVERY (1999)
 CQ2347
 CQ2347'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2347'MARK RECOVERED IN POOR CONDITION.
 CQ2347
 CQ2347                          STATION RECOVERY (2001)
 CQ2347
 CQ2347'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ2347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2612 ***********************************************************************
 CQ2612  DESIGNATION -  9 V 19
 CQ2612  PID         -  CQ2612
 CQ2612  STATE/COUNTY-  LA/CADDO
 CQ2612  USGS QUAD   -  WALLACE LAKE (1992)
 CQ2612
 CQ2612                         *CURRENT SURVEY CONTROL
 CQ2612  ___________________________________________________________________
 CQ2612* NAD 83(1986)-  32 17 33.     (N)    093 37 49.     (W)     SCALED    
 CQ2612* NAVD 88     -        45.495  (meters)     149.26   (feet)  ADJUSTED  
 CQ2612  ___________________________________________________________________
 CQ2612  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ2612  DYNAMIC HT  -          45.443 (meters)     149.09  (feet)  COMP
 CQ2612  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CQ2612
 CQ2612  VERT ORDER  -  SECOND    CLASS II
 CQ2612
 CQ2612.The horizontal coordinates were scaled from a topographic map and have
 CQ2612.an estimated accuracy of +/- 6 seconds.
 CQ2612
 CQ2612.The orthometric height was determined by differential leveling
 CQ2612.and adjusted by the National Geodetic Survey in February 1994..
 CQ2612
 CQ2612.The geoid height was determined by GEOID03.
 CQ2612
 CQ2612.The dynamic height is computed by dividing the NAVD 88
 CQ2612.geopotential number by the normal gravity value computed on the
 CQ2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2612.degrees latitude (g = 980.6199 gals.).
 CQ2612
 CQ2612.The modeled gravity was interpolated from observed gravity values.
 CQ2612
 CQ2612;                    North         East    Units  Estimated Accuracy
 CQ2612;SPC LA N     -   199,300.      893,550.      MT  (+/- 180 meters Scaled)
 CQ2612
 CQ2612                          SUPERSEDED SURVEY CONTROL
 CQ2612
 CQ2612.No superseded survey control is available for this station.
 CQ2612
 CQ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR406730(NAD 83)
 CQ2612_MARKER: DB = BENCH MARK DISK
 CQ2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2612_SP_SET: CONCRETE POST
 CQ2612_STAMPING: 9V19 1981
 CQ2612_MARK LOGO: LADTD 
 CQ2612_PROJECTION: FLUSH
 CQ2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2612+STABILITY: SURFACE MOTION
 CQ2612
 CQ2612  HISTORY     - Date     Condition        Report By
 CQ2612  HISTORY     - 1981     MONUMENTED       LADTD
 CQ2612  HISTORY     - 19940910 GOOD             USPSQD
 CQ2612  HISTORY     - 19990515 GOOD             USPSQD
 CQ2612
 CQ2612                          STATION DESCRIPTION
 CQ2612
 CQ2612'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2612'7.4 KM (4.6 MI) NE FROM FRIERSON.
 CQ2612'ABOUT 8.9 KM (5.56 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2612'OFFICE IN FRIERSON TO THE ST. DAVIS BAPTIST CHURCH ON THE LEFT AND THE
 CQ2612'MARK IN THE CHURCH YARD NEAR A TELEPHONE JUNCTION BOX, 23.9 METERS
 CQ2612'(78.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF CHURCH, 15.5 METERS
 CQ2612'(51 FT) WEST OF THE CENTER OF LA. 175, 9 METERS (29.5 FT) EAST OF A
 CQ2612'CLUSTER OF IRONWOOD TREES, 0.76 METERS (2.5 FT) SOUTHWEST OF A
 CQ2612'TELEPHONE JUNCTION BOX.
 CQ2612'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 CQ2612'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2612
 CQ2612                          STATION RECOVERY (1994)
 CQ2612
 CQ2612'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2612'RECOVERED IN GOOD CONDITION.
 CQ2612
 CQ2612                          STATION RECOVERY (1999)
 CQ2612
 CQ2612'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2368 ***********************************************************************
 CQ2368  DESIGNATION -  9 V 2
 CQ2368  PID         -  CQ2368
 CQ2368  STATE/COUNTY-  LA/CADDO
 CQ2368  USGS QUAD   -  KEATCHIE (1972)
 CQ2368
 CQ2368                         *CURRENT SURVEY CONTROL
 CQ2368  ___________________________________________________________________
 CQ2368* NAD 83(1986)-  32 14 43.     (N)    093 54 43.     (W)     SCALED    
 CQ2368* NAVD 88     -        91.413  (meters)     299.91   (feet)  ADJUSTED  
 CQ2368  ___________________________________________________________________
 CQ2368  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2368  DYNAMIC HT  -          91.309 (meters)     299.57  (feet)  COMP
 CQ2368  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 CQ2368
 CQ2368  VERT ORDER  -  SECOND    CLASS I
 CQ2368
 CQ2368.The horizontal coordinates were scaled from a topographic map and have
 CQ2368.an estimated accuracy of +/- 6 seconds.
 CQ2368
 CQ2368.The orthometric height was determined by differential leveling
 CQ2368.and adjusted by the National Geodetic Survey in June 1991..
 CQ2368
 CQ2368.The geoid height was determined by GEOID03.
 CQ2368
 CQ2368.The dynamic height is computed by dividing the NAVD 88
 CQ2368.geopotential number by the normal gravity value computed on the
 CQ2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2368.degrees latitude (g = 980.6199 gals.).
 CQ2368
 CQ2368.The modeled gravity was interpolated from observed gravity values.
 CQ2368
 CQ2368;                    North         East    Units  Estimated Accuracy
 CQ2368;SPC LA N     -   194,380.      866,950.      MT  (+/- 180 meters Scaled)
 CQ2368
 CQ2368                          SUPERSEDED SURVEY CONTROL
 CQ2368
 CQ2368  NGVD 29 (??/??/??)   91.476  (m)          300.12   (f) ADJUSTED    2 1
 CQ2368
 CQ2368.Superseded values are not recommended for survey control.
 CQ2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2368.See file dsdata.txt to determine how the superseded data were derived.
 CQ2368
 CQ2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR140679(NAD 83)
 CQ2368_MARKER: DD = SURVEY DISK
 CQ2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2368_STAMPING: 9V2 1969
 CQ2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2368+STABILITY: SURFACE MOTION
 CQ2368
 CQ2368  HISTORY     - Date     Condition        Report By
 CQ2368  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2368  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ2368  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ2368
 CQ2368                          STATION DESCRIPTION
 CQ2368
 CQ2368'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2368'4.23 MI N FROM KEATCHIE.
 CQ2368'LOCATED 4.23 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ2368'OF LOUISIANA HIGHWAY 5, LOUISIANA HIGHWAY 172 AND LOUISIANA HIGHWAY
 CQ2368'789 IN KEATCHIE, 0.12 MILES NORTH FROM THE JUNCTION OF LOUISIANA
 CQ2368'HIGHWAY 789 AND PRESTON ROAD ALONG LOUISIANA HIGHWAY 789, 280 FEET
 CQ2368'SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 789 AND HUMBLE OIL PIPE LINE
 CQ2368'CROSSING, 172 FEET WEST OF LOUISIANA HIGHWAY 789 ON HILL IN EDGE OF
 CQ2368'TREES, 90 FEET WEST OF POWER LINE, 84 FEET NORTH OF 36 INCH HACKBERRY
 CQ2368'AND 49 FEET NORTHWEST OF 20 INCH SWEET GUM.  SET IN THE TOP OF A
 CQ2368'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CQ2368'POST IS SET 2.0 FEET WEST OF THE MARK.  SECTION 33, T 15N, R 15W.
 CQ2368
 CQ2368                          STATION RECOVERY (1994)
 CQ2368
 CQ2368'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2368'MARK NOT FOUND.
 CQ2368
 CQ2368                          STATION RECOVERY (1999)
 CQ2368
 CQ2368'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2610 ***********************************************************************
 CQ2610  DESIGNATION -  9 V 20
 CQ2610  PID         -  CQ2610
 CQ2610  STATE/COUNTY-  LA/CADDO
 CQ2610  USGS QUAD   -  WALLACE LAKE (1992)
 CQ2610
 CQ2610                         *CURRENT SURVEY CONTROL
 CQ2610  ___________________________________________________________________
 CQ2610* NAD 83(1986)-  32 19 14.     (N)    093 37 36.     (W)     SCALED    
 CQ2610* NAVD 88     -        46.478  (meters)     152.49   (feet)  ADJUSTED  
 CQ2610  ___________________________________________________________________
 CQ2610  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2610  DYNAMIC HT  -          46.425 (meters)     152.31  (feet)  COMP
 CQ2610  MODELED GRAV-     979,500.4   (mgal)                       NAVD 88
 CQ2610
 CQ2610  VERT ORDER  -  SECOND    CLASS II
 CQ2610
 CQ2610.The horizontal coordinates were scaled from a topographic map and have
 CQ2610.an estimated accuracy of +/- 6 seconds.
 CQ2610
 CQ2610.The orthometric height was determined by differential leveling
 CQ2610.and adjusted by the National Geodetic Survey in February 1994..
 CQ2610
 CQ2610.The geoid height was determined by GEOID03.
 CQ2610
 CQ2610.The dynamic height is computed by dividing the NAVD 88
 CQ2610.geopotential number by the normal gravity value computed on the
 CQ2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2610.degrees latitude (g = 980.6199 gals.).
 CQ2610
 CQ2610.The modeled gravity was interpolated from observed gravity values.
 CQ2610
 CQ2610;                    North         East    Units  Estimated Accuracy
 CQ2610;SPC LA N     -   202,410.      893,920.      MT  (+/- 180 meters Scaled)
 CQ2610
 CQ2610                          SUPERSEDED SURVEY CONTROL
 CQ2610
 CQ2610.No superseded survey control is available for this station.
 CQ2610
 CQ2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR410761(NAD 83)
 CQ2610_MARKER: DB = BENCH MARK DISK
 CQ2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2610_SP_SET: CONCRETE POST
 CQ2610_STAMPING: 9V20 1981
 CQ2610_MARK LOGO: LADTD 
 CQ2610_PROJECTION: FLUSH
 CQ2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2610+STABILITY: SURFACE MOTION
 CQ2610
 CQ2610  HISTORY     - Date     Condition        Report By
 CQ2610  HISTORY     - 1981     MONUMENTED       LADTD
 CQ2610  HISTORY     - 19940910 GOOD             USPSQD
 CQ2610  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ2610
 CQ2610                          STATION DESCRIPTION
 CQ2610
 CQ2610'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2610'10.0 KM (6.2 MI) NE FROM FRIERSON.
 CQ2610'ABOUT 7.6 KM (12.3 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2610'OFFICE IN FRIERSON TO THE MARY EVERGREEN BAPTIST CHURCH ON THE RIGHT
 CQ2610'AND THE MARK NEAR A POWER POLE, 30 METERS (98.5 FT) NORTHEAST OF THE
 CQ2610'CENTER OF LA 175, 24.1 METERS (79 FT) NORTH NORTHWEST OF THE NORTHEAST
 CQ2610'CORNER OF THE CHURCH, 21.3 METERS (70 FT) NORTH OF A 12-INCH PINE TREE
 CQ2610'AND 0.76 METERS (2.5 FT) WEST SOUTHWEST OF A POWER POLE.
 CQ2610'THE MARK IS 0.46 METERS  SSE FROM A WITNESS POST.
 CQ2610'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2610
 CQ2610                          STATION RECOVERY (1994)
 CQ2610
 CQ2610'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2610'RECOVERED IN GOOD CONDITION.
 CQ2610
 CQ2610                          STATION RECOVERY (1999)
 CQ2610
 CQ2610'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2609 ***********************************************************************
 CQ2609  DESIGNATION -  9 V 21
 CQ2609  PID         -  CQ2609
 CQ2609  STATE/COUNTY-  LA/CADDO
 CQ2609  USGS QUAD   -  ELM GROVE (1980)
 CQ2609
 CQ2609                         *CURRENT SURVEY CONTROL
 CQ2609  ___________________________________________________________________
 CQ2609* NAD 83(1986)-  32 19 59.     (N)    093 37 29.     (W)     SCALED    
 CQ2609* NAVD 88     -        46.768  (meters)     153.44   (feet)  ADJUSTED  
 CQ2609  ___________________________________________________________________
 CQ2609  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2609  DYNAMIC HT  -          46.714 (meters)     153.26  (feet)  COMP
 CQ2609  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 CQ2609
 CQ2609  VERT ORDER  -  SECOND    CLASS II
 CQ2609
 CQ2609.The horizontal coordinates were scaled from a topographic map and have
 CQ2609.an estimated accuracy of +/- 6 seconds.
 CQ2609
 CQ2609.The orthometric height was determined by differential leveling
 CQ2609.and adjusted by the National Geodetic Survey in February 1994..
 CQ2609
 CQ2609.The geoid height was determined by GEOID03.
 CQ2609
 CQ2609.The dynamic height is computed by dividing the NAVD 88
 CQ2609.geopotential number by the normal gravity value computed on the
 CQ2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2609.degrees latitude (g = 980.6199 gals.).
 CQ2609
 CQ2609.The modeled gravity was interpolated from observed gravity values.
 CQ2609
 CQ2609;                    North         East    Units  Estimated Accuracy
 CQ2609;SPC LA N     -   203,790.      894,120.      MT  (+/- 180 meters Scaled)
 CQ2609
 CQ2609                          SUPERSEDED SURVEY CONTROL
 CQ2609
 CQ2609.No superseded survey control is available for this station.
 CQ2609
 CQ2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR412775(NAD 83)
 CQ2609_MARKER: DB = BENCH MARK DISK
 CQ2609_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ2609_SP_SET: BRIDGE ABUTMENT
 CQ2609_STAMPING: 9V21 1981
 CQ2609_MARK LOGO: LADTD 
 CQ2609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2609
 CQ2609  HISTORY     - Date     Condition        Report By
 CQ2609  HISTORY     - 1981     MONUMENTED       LADTD
 CQ2609  HISTORY     - 19940910 GOOD             USPSQD
 CQ2609  HISTORY     - 19990515 GOOD             USPSQD
 CQ2609
 CQ2609                          STATION DESCRIPTION
 CQ2609
 CQ2609'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2609'11.2 KM (8.6 MI) NE FROM FRIERSON.
 CQ2609'ABOUT 13.9 KM (8.6 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2609'OFFICE IN FRIERSON TO THE BAYOU PIERRE BRIDGE AND THE MARK SET IN THE
 CQ2609'NORTHWEST CORNER OF THE BRIDGE, 16.2 METERS (53 FT) SOUTH OF A POWER
 CQ2609'POLE, 3.8 METERS (12.5 FT) WEST NORTHWEST OF THE CENTER OF LA 175.
 CQ2609'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 175.
 CQ2609
 CQ2609                          STATION RECOVERY (1994)
 CQ2609
 CQ2609'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2609'RECOVERED IN GOOD CONDITION.
 CQ2609
 CQ2609                          STATION RECOVERY (1999)
 CQ2609
 CQ2609'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2605 ***********************************************************************
 CQ2605  DESIGNATION -  9 V 22
 CQ2605  PID         -  CQ2605
 CQ2605  STATE/COUNTY-  LA/CADDO
 CQ2605  USGS QUAD   -  ELM GROVE (1980)
 CQ2605
 CQ2605                         *CURRENT SURVEY CONTROL
 CQ2605  ___________________________________________________________________
 CQ2605* NAD 83(1986)-  32 19 56.     (N)    093 36 29.     (W)     SCALED    
 CQ2605* NAVD 88     -        45.384  (meters)     148.90   (feet)  ADJUSTED  
 CQ2605  ___________________________________________________________________
 CQ2605  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2605  DYNAMIC HT  -          45.332 (meters)     148.73  (feet)  COMP
 CQ2605  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CQ2605
 CQ2605  VERT ORDER  -  SECOND    CLASS II
 CQ2605
 CQ2605.The horizontal coordinates were scaled from a topographic map and have
 CQ2605.an estimated accuracy of +/- 6 seconds.
 CQ2605
 CQ2605.The orthometric height was determined by differential leveling
 CQ2605.and adjusted by the National Geodetic Survey in February 1994..
 CQ2605
 CQ2605.The geoid height was determined by GEOID03.
 CQ2605
 CQ2605.The dynamic height is computed by dividing the NAVD 88
 CQ2605.geopotential number by the normal gravity value computed on the
 CQ2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2605.degrees latitude (g = 980.6199 gals.).
 CQ2605
 CQ2605.The modeled gravity was interpolated from observed gravity values.
 CQ2605
 CQ2605;                    North         East    Units  Estimated Accuracy
 CQ2605;SPC LA N     -   203,680.      895,680.      MT  (+/- 180 meters Scaled)
 CQ2605
 CQ2605                          SUPERSEDED SURVEY CONTROL
 CQ2605
 CQ2605.No superseded survey control is available for this station.
 CQ2605
 CQ2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR427774(NAD 83)
 CQ2605_MARKER: DB = BENCH MARK DISK
 CQ2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2605_SP_SET: CONCRETE POST
 CQ2605_STAMPING: 9V22 1981
 CQ2605_MARK LOGO: LADTD 
 CQ2605_PROJECTION: FLUSH
 CQ2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2605+STABILITY: SURFACE MOTION
 CQ2605
 CQ2605  HISTORY     - Date     Condition        Report By
 CQ2605  HISTORY     - 1981     MONUMENTED       LADTD
 CQ2605  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ2605  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ2605
 CQ2605                          STATION DESCRIPTION
 CQ2605
 CQ2605'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2605'11.8 KM (7.3 MI) NE FROM FRIERSON.
 CQ2605'ABOUT 15.0 KM (9.35 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2605'OFFICE IN FRIERSON TO THE INTERSECTION WITH CADDO PARISH ROAD 5,
 CQ2605'THENCE ABOUT 1.6 KM (0.99 MI) SOUTH ALONG CADDO PARISH ROAD 5 TO A
 CQ2605'CHAIN LINK FENCE ON THE RIGHT AND THE MARK NEAR THE NORTHEAST CORNER
 CQ2605'OF THE FENCE, 14.3 METERS (47.0 FT) WEST OF THE CENTER OF THE ROAD,
 CQ2605'2.4 METERS (8 FT) SOUTHWEST OF THE CORNER OF THE FENCE, 0.3 METERS (1
 CQ2605'FOOT) WEST NORTHWEST OF THE CHAIN LINK FENCE.
 CQ2605'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 CQ2605'THE MARK IS 0.91 M BELOW CADDO PARISH ROAD 5.
 CQ2605
 CQ2605                          STATION RECOVERY (1994)
 CQ2605
 CQ2605'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2605'MARK NOT FOUND.
 CQ2605
 CQ2605                          STATION RECOVERY (1999)
 CQ2605
 CQ2605'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2604 ***********************************************************************
 CQ2604  DESIGNATION -  9 V 23
 CQ2604  PID         -  CQ2604
 CQ2604  STATE/COUNTY-  LA/CADDO
 CQ2604  USGS QUAD   -  ELM GROVE (1980)
 CQ2604
 CQ2604                         *CURRENT SURVEY CONTROL
 CQ2604  ___________________________________________________________________
 CQ2604* NAD 83(1986)-  32 19 31.     (N)    093 36 01.     (W)     SCALED    
 CQ2604* NAVD 88     -        45.790  (meters)     150.23   (feet)  ADJUSTED  
 CQ2604  ___________________________________________________________________
 CQ2604  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2604  DYNAMIC HT  -          45.738 (meters)     150.06  (feet)  COMP
 CQ2604  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 CQ2604
 CQ2604  VERT ORDER  -  SECOND    CLASS II
 CQ2604
 CQ2604.The horizontal coordinates were scaled from a topographic map and have
 CQ2604.an estimated accuracy of +/- 6 seconds.
 CQ2604
 CQ2604.The orthometric height was determined by differential leveling
 CQ2604.and adjusted by the National Geodetic Survey in February 1994..
 CQ2604
 CQ2604.The geoid height was determined by GEOID03.
 CQ2604
 CQ2604.The dynamic height is computed by dividing the NAVD 88
 CQ2604.geopotential number by the normal gravity value computed on the
 CQ2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2604.degrees latitude (g = 980.6199 gals.).
 CQ2604
 CQ2604.The modeled gravity was interpolated from observed gravity values.
 CQ2604
 CQ2604;                    North         East    Units  Estimated Accuracy
 CQ2604;SPC LA N     -   202,910.      896,410.      MT  (+/- 180 meters Scaled)
 CQ2604
 CQ2604                          SUPERSEDED SURVEY CONTROL
 CQ2604
 CQ2604.No superseded survey control is available for this station.
 CQ2604
 CQ2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR435766(NAD 83)
 CQ2604_MARKER: DB = BENCH MARK DISK
 CQ2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2604_SP_SET: CONCRETE POST
 CQ2604_STAMPING: 9V23 1981
 CQ2604_MARK LOGO: LADTD 
 CQ2604_PROJECTION: FLUSH
 CQ2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2604+STABILITY: SURFACE MOTION
 CQ2604
 CQ2604  HISTORY     - Date     Condition        Report By
 CQ2604  HISTORY     - 1981     MONUMENTED       LADTD
 CQ2604  HISTORY     - 19940910 GOOD             USPSQD
 CQ2604  HISTORY     - 19990515 GOOD             USPSQD
 CQ2604
 CQ2604                          STATION DESCRIPTION
 CQ2604
 CQ2604'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2604'11.8 KM (7.3 MI) NE FROM FRIERSON.
 CQ2604'15.0  KM (9.35 MI) NORTH ALONG STATE HIGHWAY 175 FROM THE POST OFFICE
 CQ2604'IN FRIERSON TO THE INTERSECTION WITH CADDO PARISH ROAD 5, THENCE ABOUT
 CQ2604'2.7 KM (1.67 MI) SOUTH ALONG CADDO PARISH ROAD 5 TO A WHITE FRAME
 CQ2604'CHURCH ON THE RIGHT AND THE BENCH MARK, 26.5 METERS (87 FT) NORTHEAST
 CQ2604'OF THE FRONT CENTER OF THE CHURCH, 12.8 METERS (42 FT) WEST OF A
 CQ2604'18-INCH PECAN TREE, 10.1 METERS (33 FT) SOUTH SOUTHWEST OF THE CENTER
 CQ2604'OF A GRAVEL ROAD, 2.3 METERS (7.5 FT) NORTHWEST OF THE MIDDLE OF A
 CQ2604'METAL GATE.
 CQ2604'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 CQ2604'THE MARK IS 0.61 M BELOW CADDO PARISH ROAD 5.
 CQ2604
 CQ2604                          STATION RECOVERY (1994)
 CQ2604
 CQ2604'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2604'RECOVERED IN GOOD CONDITION.
 CQ2604
 CQ2604                          STATION RECOVERY (1999)
 CQ2604
 CQ2604'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3451 ***********************************************************************
 CQ3451  DESIGNATION -  9 V 24
 CQ3451  PID         -  CQ3451
 CQ3451  STATE/COUNTY-  LA/CADDO
 CQ3451  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3451
 CQ3451                         *CURRENT SURVEY CONTROL
 CQ3451  ___________________________________________________________________
 CQ3451* NAD 83(1986)-  32 26 38.     (N)    093 44 07.     (W)     SCALED    
 CQ3451* NAVD 88     -        53.096  (meters)     174.20   (feet)  ADJUSTED  
 CQ3451  ___________________________________________________________________
 CQ3451  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3451  DYNAMIC HT  -          53.036 (meters)     174.00  (feet)  COMP
 CQ3451  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CQ3451
 CQ3451  VERT ORDER  -  SECOND    CLASS I
 CQ3451
 CQ3451.The horizontal coordinates were scaled from a topographic map and have
 CQ3451.an estimated accuracy of +/- 6 seconds.
 CQ3451
 CQ3451.The orthometric height was determined by differential leveling
 CQ3451.and adjusted by the National Geodetic Survey in February 1994..
 CQ3451
 CQ3451.The geoid height was determined by GEOID03.
 CQ3451
 CQ3451.The dynamic height is computed by dividing the NAVD 88
 CQ3451.geopotential number by the normal gravity value computed on the
 CQ3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3451.degrees latitude (g = 980.6199 gals.).
 CQ3451
 CQ3451.The modeled gravity was interpolated from observed gravity values.
 CQ3451
 CQ3451;                    North         East    Units  Estimated Accuracy
 CQ3451;SPC LA N     -   216,190.      883,850.      MT  (+/- 180 meters Scaled)
 CQ3451
 CQ3451                          SUPERSEDED SURVEY CONTROL
 CQ3451
 CQ3451.No superseded survey control is available for this station.
 CQ3451
 CQ3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR308898(NAD 83)
 CQ3451_MARKER: DD = SURVEY DISK
 CQ3451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3451_SP_SET: CONCRETE POST
 CQ3451_STAMPING: 9V24 1987
 CQ3451_MARK LOGO: LADTD 
 CQ3451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3451+STABILITY: SURFACE MOTION
 CQ3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3451+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ3451
 CQ3451  HISTORY     - Date     Condition        Report By
 CQ3451  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3451  HISTORY     - 19941023 GOOD             USPSQD
 CQ3451
 CQ3451                          STATION DESCRIPTION
 CQ3451
 CQ3451'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3451'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3451'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 511 AND U S
 CQ3451'HIGHWAY 171 IN THE SOUTH PART OF SHREVEPORT GO EAST FOR 4.2 KM
 CQ3451'(2.6 MI) ON HIGHWAY 511 TO THE MARK ON THE LEFT JUST EAST OF GILBERT
 CQ3451'DRIVE,  16.5 M (54.1 FT) NORTH FROM THE CENTER OF HIGHWAY 511
 CQ3451'(EAST 70TH STREET), 12.5 M (41.0 FT) EAST FROM THE CENTER OF GILBERT
 CQ3451'DRIVE, 12.8 M (42.0 FT) WEST-NORTHWEST FROM THE CENTER OF A GAS
 CQ3451'REGULATOR, 0.9 M (3.0 FT) SOUTH FROM AN IRON FENCE AND 0.6 M
 CQ3451'(2.0 FT) SOUTH FROM A WITNESS POST.  THE MARK IS RECESSED 3 CM BELOW
 CQ3451'THE GROUND AND IS ABOUT LEVEL WITH THE HIGHWAY.
 CQ3451
 CQ3451                          STATION RECOVERY (1994)
 CQ3451
 CQ3451'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3452 ***********************************************************************
 CQ3452  DESIGNATION -  9 V 25
 CQ3452  PID         -  CQ3452
 CQ3452  STATE/COUNTY-  LA/CADDO
 CQ3452  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3452
 CQ3452                         *CURRENT SURVEY CONTROL
 CQ3452  ___________________________________________________________________
 CQ3452* NAD 83(1986)-  32 26 32.     (N)    093 45 01.     (W)     SCALED    
 CQ3452* NAVD 88     -        66.037  (meters)     216.66   (feet)  ADJUSTED  
 CQ3452  ___________________________________________________________________
 CQ3452  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3452  DYNAMIC HT  -          65.963 (meters)     216.41  (feet)  COMP
 CQ3452  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 CQ3452
 CQ3452  VERT ORDER  -  SECOND    CLASS I
 CQ3452
 CQ3452.The horizontal coordinates were scaled from a topographic map and have
 CQ3452.an estimated accuracy of +/- 6 seconds.
 CQ3452
 CQ3452.The orthometric height was determined by differential leveling
 CQ3452.and adjusted by the National Geodetic Survey in February 1994..
 CQ3452
 CQ3452.The geoid height was determined by GEOID03.
 CQ3452
 CQ3452.The dynamic height is computed by dividing the NAVD 88
 CQ3452.geopotential number by the normal gravity value computed on the
 CQ3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3452.degrees latitude (g = 980.6199 gals.).
 CQ3452
 CQ3452.The modeled gravity was interpolated from observed gravity values.
 CQ3452
 CQ3452;                    North         East    Units  Estimated Accuracy
 CQ3452;SPC LA N     -   216,030.      882,440.      MT  (+/- 180 meters Scaled)
 CQ3452
 CQ3452                          SUPERSEDED SURVEY CONTROL
 CQ3452
 CQ3452.No superseded survey control is available for this station.
 CQ3452
 CQ3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR294897(NAD 83)
 CQ3452_MARKER: DD = SURVEY DISK
 CQ3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3452_SP_SET: CONCRETE POST
 CQ3452_STAMPING: 9V25 1987
 CQ3452_MARK LOGO: LADTD 
 CQ3452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3452+STABILITY: SURFACE MOTION
 CQ3452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3452+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ3452
 CQ3452  HISTORY     - Date     Condition        Report By
 CQ3452  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3452  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3452
 CQ3452                          STATION DESCRIPTION
 CQ3452
 CQ3452'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3452'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3452'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 511 AND U S
 CQ3452'HIGHWAY 171 IN SOUTHERN SHREVEPORT GO EAST FOR 2.6 KM (1.6 MI) ON
 CQ3452'STATE HIGHWAY 511 TO THE MARK ON THE LEFT JUST EAST OF HENDERSON
 CQ3452'DRIVE AND SET NEAR THE FLAG POLE IN FRONT OF THE FIRST NATIONAL BANK.
 CQ3452'THE STATION IS 18.4 M (60.4 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 CQ3452'THE BANK, 11.3 M (37.1 FT) NORTH-NORTHWEST FROM THE CENTER OF HIGHWAY
 CQ3452'511, 7.3 M (24.0 FT) EAST-NORTHEAST FROM THE CENTER OF HENDERSON
 CQ3452'AVENUE, 2.7 M (8.9 FT) NORTH FROM A FIRE HYDRANT AND 1.1 M (3.6 FT)
 CQ3452'EAST-NORTHEAST FROM THE FLAG POLE.  THE MARK IS FLUSH WITH THE GROUND
 CQ3452'AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3452
 CQ3452                          STATION RECOVERY (1999)
 CQ3452
 CQ3452'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3453 ***********************************************************************
 CQ3453  DESIGNATION -  9 V 26
 CQ3453  PID         -  CQ3453
 CQ3453  STATE/COUNTY-  LA/CADDO
 CQ3453  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3453
 CQ3453                         *CURRENT SURVEY CONTROL
 CQ3453  ___________________________________________________________________
 CQ3453* NAD 83(1986)-  32 26 32.     (N)    093 46 10.     (W)     SCALED    
 CQ3453* NAVD 88     -        60.662  (meters)     199.02   (feet)  ADJUSTED  
 CQ3453  ___________________________________________________________________
 CQ3453  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3453  DYNAMIC HT  -          60.593 (meters)     198.80  (feet)  COMP
 CQ3453  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CQ3453
 CQ3453  VERT ORDER  -  SECOND    CLASS I
 CQ3453
 CQ3453.The horizontal coordinates were scaled from a topographic map and have
 CQ3453.an estimated accuracy of +/- 6 seconds.
 CQ3453
 CQ3453.The orthometric height was determined by differential leveling
 CQ3453.and adjusted by the National Geodetic Survey in February 1994..
 CQ3453
 CQ3453.The geoid height was determined by GEOID03.
 CQ3453
 CQ3453.The dynamic height is computed by dividing the NAVD 88
 CQ3453.geopotential number by the normal gravity value computed on the
 CQ3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3453.degrees latitude (g = 980.6199 gals.).
 CQ3453
 CQ3453.The modeled gravity was interpolated from observed gravity values.
 CQ3453
 CQ3453;                    North         East    Units  Estimated Accuracy
 CQ3453;SPC LA N     -   216,050.      880,630.      MT  (+/- 180 meters Scaled)
 CQ3453
 CQ3453                          SUPERSEDED SURVEY CONTROL
 CQ3453
 CQ3453.No superseded survey control is available for this station.
 CQ3453
 CQ3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR276897(NAD 83)
 CQ3453_MARKER: DD = SURVEY DISK
 CQ3453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3453_SP_SET: CONCRETE POST
 CQ3453_STAMPING: 9V26 1987
 CQ3453_MARK LOGO: LADTD 
 CQ3453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3453+STABILITY: SURFACE MOTION
 CQ3453
 CQ3453  HISTORY     - Date     Condition        Report By
 CQ3453  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3453  HISTORY     - 19950429 GOOD             USPSQD
 CQ3453  HISTORY     - 19990515 GOOD             USPSQD
 CQ3453
 CQ3453                          STATION DESCRIPTION
 CQ3453
 CQ3453'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3453'OWNERSHIP--CITY OF SHREVEPORT.
 CQ3453'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 511 AND U S
 CQ3453'HIGHWAY 171 IN SOUTHERN SHREVEPORT GO EAST FOR 1 KM (0.6 MI) ON
 CQ3453'HIGHWAY 511 TO THE MARK ON THE LEFT AT THE JUNCTION WITH CLIFT AVENUE
 CQ3453'AND IN FRONT OF THE ANGIES FAMOUS BRAND SHOE STORE.
 CQ3453'THE STATION IS 13.6 M (44.6 FT) NORTH-NORTHWEST FROM THE CENTER OF
 CQ3453'HIGHWAY 511 (WEST 70TH STREET), 8.4 M (27.6 FT) EAST-NORTHEAST FROM
 CQ3453'THE CENTER OF CLIFT AVENUE, 3.7 M (12.1 FT) NORTHWEST FROM A POWER
 CQ3453'POLE WITH A SECURITY LIGHT ATTACHED, 2.1 M (6.9 FT) SOUTH-SOUTHWEST
 CQ3453'FROM A METAL POLE SUPPORTING THE SIGN FOR THE SHOE STORE AND 1.2 M
 CQ3453'(3.9 FT) SOUTHWEST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE
 CQ3453'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3453
 CQ3453                          STATION RECOVERY (1995)
 CQ3453
 CQ3453'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3453'RECOVERED IN GOOD CONDITION.
 CQ3453
 CQ3453                          STATION RECOVERY (1999)
 CQ3453
 CQ3453'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3459 ***********************************************************************
 CQ3459  DESIGNATION -  9 V 27
 CQ3459  PID         -  CQ3459
 CQ3459  STATE/COUNTY-  LA/CADDO
 CQ3459  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3459
 CQ3459                         *CURRENT SURVEY CONTROL
 CQ3459  ___________________________________________________________________
 CQ3459* NAD 83(1986)-  32 26 30.     (N)    093 46 54.     (W)     SCALED    
 CQ3459* NAVD 88     -        58.516  (meters)     191.98   (feet)  ADJUSTED  
 CQ3459  ___________________________________________________________________
 CQ3459  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3459  DYNAMIC HT  -          58.450 (meters)     191.76  (feet)  COMP
 CQ3459  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CQ3459
 CQ3459  VERT ORDER  -  SECOND    CLASS I
 CQ3459
 CQ3459.The horizontal coordinates were scaled from a topographic map and have
 CQ3459.an estimated accuracy of +/- 6 seconds.
 CQ3459
 CQ3459.The orthometric height was determined by differential leveling
 CQ3459.and adjusted by the National Geodetic Survey in February 1994..
 CQ3459
 CQ3459.The geoid height was determined by GEOID03.
 CQ3459
 CQ3459.The dynamic height is computed by dividing the NAVD 88
 CQ3459.geopotential number by the normal gravity value computed on the
 CQ3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3459.degrees latitude (g = 980.6199 gals.).
 CQ3459
 CQ3459.The modeled gravity was interpolated from observed gravity values.
 CQ3459
 CQ3459;                    North         East    Units  Estimated Accuracy
 CQ3459;SPC LA N     -   216,000.      879,480.      MT  (+/- 180 meters Scaled)
 CQ3459
 CQ3459                          SUPERSEDED SURVEY CONTROL
 CQ3459
 CQ3459.No superseded survey control is available for this station.
 CQ3459
 CQ3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR265896(NAD 83)
 CQ3459_MARKER: DD = SURVEY DISK
 CQ3459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3459_SP_SET: CONCRETE POST
 CQ3459_STAMPING: 9V27 1987
 CQ3459_MARK LOGO: LADTD 
 CQ3459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3459+STABILITY: SURFACE MOTION
 CQ3459
 CQ3459  HISTORY     - Date     Condition        Report By
 CQ3459  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3459  HISTORY     - 19950429 GOOD             USPSQD
 CQ3459  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3459
 CQ3459                          STATION DESCRIPTION
 CQ3459
 CQ3459'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3459'THE STATION IS LOCATED IN THE SOUTHERN PART OF SHREVEPORT AT THE
 CQ3459'JUNCTION OF U S HIGHWAY 171 AND STATE HIGHWAY 511 IN THE SOUTHWEST
 CQ3459'QUADRANT OF THE INTERSECTION. OWNERSHIP--LOUISIANA DEPARTMENT OF
 CQ3459'TRANSPORTATION AND DEVELOPMENT.
 CQ3459'THE STATION IS 12.8 M (42.0 FT) WEST FROM THE CENTER OF THE SOUTH
 CQ3459'BOUND LANES OF HIGHWAY 171, 11.1 M (36.4 FT) SOUTH FROM THE CENTER OF
 CQ3459'THE EAST BOUND LANES OF HIGHWAY 511, 7 M (23.0 FT) EAST-NORTHEAST
 CQ3459'FROM A METAL POLE WITH A MCDONALDS SIGN, 1.8 M (5.9 FT)
 CQ3459'SOUTH-SOUTHWEST FROM A POWER POLE AND 0.3 M (1.0 FT) EAST FROM A
 CQ3459'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.6 M
 CQ3459'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CQ3459
 CQ3459                          STATION RECOVERY (1995)
 CQ3459
 CQ3459'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3459'RECOVERED IN GOOD CONDITION.
 CQ3459
 CQ3459                          STATION RECOVERY (1999)
 CQ3459
 CQ3459'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3454 ***********************************************************************
 CQ3454  DESIGNATION -  9 V 28
 CQ3454  PID         -  CQ3454
 CQ3454  STATE/COUNTY-  LA/CADDO
 CQ3454  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3454
 CQ3454                         *CURRENT SURVEY CONTROL
 CQ3454  ___________________________________________________________________
 CQ3454* NAD 83(1986)-  32 25 34.     (N)    093 47 09.     (W)     SCALED    
 CQ3454* NAVD 88     -        61.728  (meters)     202.52   (feet)  ADJUSTED  
 CQ3454  ___________________________________________________________________
 CQ3454  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3454  DYNAMIC HT  -          61.658 (meters)     202.29  (feet)  COMP
 CQ3454  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 CQ3454
 CQ3454  VERT ORDER  -  SECOND    CLASS I
 CQ3454
 CQ3454.The horizontal coordinates were scaled from a topographic map and have
 CQ3454.an estimated accuracy of +/- 6 seconds.
 CQ3454
 CQ3454.The orthometric height was determined by differential leveling
 CQ3454.and adjusted by the National Geodetic Survey in February 1994..
 CQ3454
 CQ3454.The geoid height was determined by GEOID03.
 CQ3454
 CQ3454.The dynamic height is computed by dividing the NAVD 88
 CQ3454.geopotential number by the normal gravity value computed on the
 CQ3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3454.degrees latitude (g = 980.6199 gals.).
 CQ3454
 CQ3454.The modeled gravity was interpolated from observed gravity values.
 CQ3454
 CQ3454;                    North         East    Units  Estimated Accuracy
 CQ3454;SPC LA N     -   214,280.      879,070.      MT  (+/- 180 meters Scaled)
 CQ3454
 CQ3454                          SUPERSEDED SURVEY CONTROL
 CQ3454
 CQ3454.No superseded survey control is available for this station.
 CQ3454
 CQ3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR261879(NAD 83)
 CQ3454_MARKER: DD = SURVEY DISK
 CQ3454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3454_SP_SET: CONCRETE POST
 CQ3454_STAMPING: 9V28 1987
 CQ3454_MARK LOGO: LADTD 
 CQ3454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3454+STABILITY: SURFACE MOTION
 CQ3454
 CQ3454  HISTORY     - Date     Condition        Report By
 CQ3454  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3454  HISTORY     - 19950429 GOOD             USPSQD
 CQ3454  HISTORY     - 19990515 GOOD             USPSQD
 CQ3454
 CQ3454                          STATION DESCRIPTION
 CQ3454
 CQ3454'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3454'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTION AND DEVELOPMENT.
 CQ3454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 511 AND U S
 CQ3454'HIGHWAY 171 IN SOUTH SHREVEPORT GO SOUTH FOR 1.8 KM (1.1 MI) ON
 CQ3454'HIGHWAY 171 TO THE MARK SET IN THE MEDIAN OF THE HIGHWAY.
 CQ3454'THE STATION IS 12.6 M (41.3 FT) NORTH FROM THE CENTER OF A CROSSOVER
 CQ3454'BETWEEN THE LANES OF THE HIGHWAY, 10.8 M (35.4 FT) WEST FROM THE
 CQ3454'CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 9 M (29.5 FT) EAST
 CQ3454'FROM THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY, 2.3 M
 CQ3454'(7.5 FT) NORTH FROM A METAL LIGHT POLE AND 0.5 M (1.6 FT) SOUTH FROM
 CQ3454'A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND 0.3 M
 CQ3454'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CQ3454
 CQ3454                          STATION RECOVERY (1995)
 CQ3454
 CQ3454'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3454'RECOVERED IN GOOD CONDITION.
 CQ3454
 CQ3454                          STATION RECOVERY (1999)
 CQ3454
 CQ3454'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3458 ***********************************************************************
 CQ3458  DESIGNATION -  9 V 29
 CQ3458  PID         -  CQ3458
 CQ3458  STATE/COUNTY-  LA/CADDO
 CQ3458  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3458
 CQ3458                         *CURRENT SURVEY CONTROL
 CQ3458  ___________________________________________________________________
 CQ3458* NAD 83(1986)-  32 24 41.     (N)    093 47 43.     (W)     SCALED    
 CQ3458* NAVD 88     -        65.328  (meters)     214.33   (feet)  ADJUSTED  
 CQ3458  ___________________________________________________________________
 CQ3458  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ3458  DYNAMIC HT  -          65.255 (meters)     214.09  (feet)  COMP
 CQ3458  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 CQ3458
 CQ3458  VERT ORDER  -  SECOND    CLASS I
 CQ3458
 CQ3458.The horizontal coordinates were scaled from a topographic map and have
 CQ3458.an estimated accuracy of +/- 6 seconds.
 CQ3458
 CQ3458.The orthometric height was determined by differential leveling
 CQ3458.and adjusted by the National Geodetic Survey in February 1994..
 CQ3458
 CQ3458.The geoid height was determined by GEOID03.
 CQ3458
 CQ3458.The dynamic height is computed by dividing the NAVD 88
 CQ3458.geopotential number by the normal gravity value computed on the
 CQ3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3458.degrees latitude (g = 980.6199 gals.).
 CQ3458
 CQ3458.The modeled gravity was interpolated from observed gravity values.
 CQ3458
 CQ3458;                    North         East    Units  Estimated Accuracy
 CQ3458;SPC LA N     -   212,660.      878,160.      MT  (+/- 180 meters Scaled)
 CQ3458
 CQ3458                          SUPERSEDED SURVEY CONTROL
 CQ3458
 CQ3458.No superseded survey control is available for this station.
 CQ3458
 CQ3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR252863(NAD 83)
 CQ3458_MARKER: DD = SURVEY DISK
 CQ3458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3458_SP_SET: CONCRETE POST
 CQ3458_STAMPING: 9V29 1987
 CQ3458_MARK LOGO: LADTD 
 CQ3458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3458+STABILITY: SURFACE MOTION
 CQ3458
 CQ3458  HISTORY     - Date     Condition        Report By
 CQ3458  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3458  HISTORY     - 19940910 GOOD             USPSQD
 CQ3458  HISTORY     - 19990515 GOOD             USPSQD
 CQ3458
 CQ3458                          STATION DESCRIPTION
 CQ3458
 CQ3458'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3458'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3458'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3458'HIGHWAY 511 IN SOUTH SHREVEPORT, GO SOUTH FOR 3.7 KM (2.3 MI) ON
 CQ3458'HIGHWAY 171 TO THE MARK ON THE LEFT IN THE MEDIAN OF THE HIGHWAY IN
 CQ3458'FRONT OF A MCDONALDS RESTURANT.
 CQ3458'THE STATION IS 9.4 M (30.8 FT) SOUTHEAST FROM THE CEANTER OF THE SOUTH
 CQ3458'BOUND LANES OF THE HIGHWAY, 6.9 M (22.6 FT) NORTHWEST FROM THE CENTER
 CQ3458'OF THE NORTH BOUND LANES OF THE HIGHWAY, 5.9 M (19.4 FT)
 CQ3458'SOUTH-SOUTHWEST FROM THE CENTER OF A SQUARE DRAIN, 1.4 M (4.6 FT)
 CQ3458'SOUTHEAST FROM A METAL STREET LIGHT POLE AND 0.5 M (1.6 FT)
 CQ3458'SOUTH-SOUTHWEST FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE
 CQ3458'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3458
 CQ3458                          STATION RECOVERY (1994)
 CQ3458
 CQ3458'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3458'RECOVERED IN GOOD CONDITION.
 CQ3458
 CQ3458                          STATION RECOVERY (1999)
 CQ3458
 CQ3458'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2367 ***********************************************************************
 CQ2367  DESIGNATION -  9 V 3
 CQ2367  PID         -  CQ2367
 CQ2367  STATE/COUNTY-  LA/CADDO
 CQ2367  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2367
 CQ2367                         *CURRENT SURVEY CONTROL
 CQ2367  ___________________________________________________________________
 CQ2367* NAD 83(1986)-  32 15 07.     (N)    093 55 13.     (W)     SCALED    
 CQ2367* NAVD 88     -        98.428  (meters)     322.93   (feet)  ADJUSTED  
 CQ2367  ___________________________________________________________________
 CQ2367  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2367  DYNAMIC HT  -          98.316 (meters)     322.56  (feet)  COMP
 CQ2367  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 CQ2367
 CQ2367  VERT ORDER  -  SECOND    CLASS I
 CQ2367
 CQ2367.The horizontal coordinates were scaled from a topographic map and have
 CQ2367.an estimated accuracy of +/- 6 seconds.
 CQ2367
 CQ2367.The orthometric height was determined by differential leveling
 CQ2367.and adjusted by the National Geodetic Survey in June 1991..
 CQ2367
 CQ2367.The geoid height was determined by GEOID03.
 CQ2367
 CQ2367.The dynamic height is computed by dividing the NAVD 88
 CQ2367.geopotential number by the normal gravity value computed on the
 CQ2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2367.degrees latitude (g = 980.6199 gals.).
 CQ2367
 CQ2367.The modeled gravity was interpolated from observed gravity values.
 CQ2367
 CQ2367;                    North         East    Units  Estimated Accuracy
 CQ2367;SPC LA N     -   195,130.      866,180.      MT  (+/- 180 meters Scaled)
 CQ2367
 CQ2367                          SUPERSEDED SURVEY CONTROL
 CQ2367
 CQ2367  NGVD 29 (??/??/??)   98.491  (m)          323.13   (f) ADJUSTED    2 1
 CQ2367
 CQ2367.Superseded values are not recommended for survey control.
 CQ2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2367.See file dsdata.txt to determine how the superseded data were derived.
 CQ2367
 CQ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR133687(NAD 83)
 CQ2367_MARKER: DD = SURVEY DISK
 CQ2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2367_STAMPING: 9V3 1969
 CQ2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2367+STABILITY: SURFACE MOTION
 CQ2367
 CQ2367  HISTORY     - Date     Condition        Report By
 CQ2367  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2367  HISTORY     - 19940910 GOOD             USPSQD
 CQ2367  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ2367
 CQ2367                          STATION DESCRIPTION
 CQ2367
 CQ2367'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2367'5.91 MI N FROM KEATCHIE.
 CQ2367'LOCATED 5.0 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ2367'OF LOUISIANA HIGHWAY 5, LOUISIANA HIGHWAY 172 AND LOUISIANA HIGHWAY
 CQ2367'789 IN KEATCHIE, 0.89 MILES NORTH FROM THE JUNCTION OF LOUISIANA
 CQ2367'HIGHWAY 789 AND PRESTON ROAD ALONG OLD LOUISIANA HIGHWAY 789, 77 FEET
 CQ2367'NORTHEAST OF THE CENTERLINE OF THE NEW LOUISIANA HIGHWAY 789, 178 FEET
 CQ2367'EAST OF POWER POLE NO. 14  AT THE JUNCTION OF POWER LINES, 127 FEET
 CQ2367'NORTHEAST OF THE CENTERLINE OF OLD LOUISIANA HIGHWAY 789 ON A HILL,
 CQ2367'100 FEET EAST OF THE SOUTH END OF A STEEL GATE AND 5 FEET NORTH OF A
 CQ2367'36 INCH OAK TREE NEAR A FENCE RUNNING EAST AND WEST ON THE FISHER TREE
 CQ2367'FARM, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CQ2367'GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET EAST OF THE MARK.
 CQ2367'SECTION 29, T 15N, R 15W.
 CQ2367
 CQ2367                          STATION RECOVERY (1994)
 CQ2367
 CQ2367'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2367'RECOVERED IN GOOD CONDITION.
 CQ2367
 CQ2367                          STATION RECOVERY (1999)
 CQ2367
 CQ2367'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3460 ***********************************************************************
 CQ3460  DESIGNATION -  9 V 30
 CQ3460  PID         -  CQ3460
 CQ3460  STATE/COUNTY-  LA/CADDO
 CQ3460  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3460
 CQ3460                         *CURRENT SURVEY CONTROL
 CQ3460  ___________________________________________________________________
 CQ3460* NAD 83(1986)-  32 23 34.     (N)    093 48 47.     (W)     SCALED    
 CQ3460* NAVD 88     -        65.047  (meters)     213.41   (feet)  ADJUSTED  
 CQ3460  ___________________________________________________________________
 CQ3460  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ3460  DYNAMIC HT  -          64.974 (meters)     213.17  (feet)  COMP
 CQ3460  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 CQ3460
 CQ3460  VERT ORDER  -  SECOND    CLASS I
 CQ3460
 CQ3460.The horizontal coordinates were scaled from a topographic map and have
 CQ3460.an estimated accuracy of +/- 6 seconds.
 CQ3460
 CQ3460.The orthometric height was determined by differential leveling
 CQ3460.and adjusted by the National Geodetic Survey in February 1994..
 CQ3460
 CQ3460.The geoid height was determined by GEOID03.
 CQ3460
 CQ3460.The dynamic height is computed by dividing the NAVD 88
 CQ3460.geopotential number by the normal gravity value computed on the
 CQ3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3460.degrees latitude (g = 980.6199 gals.).
 CQ3460
 CQ3460.The modeled gravity was interpolated from observed gravity values.
 CQ3460
 CQ3460;                    North         East    Units  Estimated Accuracy
 CQ3460;SPC LA N     -   210,610.      876,470.      MT  (+/- 180 meters Scaled)
 CQ3460
 CQ3460                          SUPERSEDED SURVEY CONTROL
 CQ3460
 CQ3460.No superseded survey control is available for this station.
 CQ3460
 CQ3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR235842(NAD 83)
 CQ3460_MARKER: DD = SURVEY DISK
 CQ3460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3460_SP_SET: CONCRETE POST
 CQ3460_STAMPING: 9V30 1987
 CQ3460_MARK LOGO: LADTD 
 CQ3460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3460+STABILITY: SURFACE MOTION
 CQ3460
 CQ3460  HISTORY     - Date     Condition        Report By
 CQ3460  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3460  HISTORY     - 19940910 GOOD             USPSQD
 CQ3460  HISTORY     - 19990515 GOOD             USPSQD
 CQ3460
 CQ3460                          STATION DESCRIPTION
 CQ3460
 CQ3460'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3460'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3460'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3460'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 6.4 KM (4.0 MI) ON
 CQ3460'HIGHWAY 171 TO THE MARK ON THE RIGHT SET NEAR A POWER POLE.
 CQ3460'THE STATION IS 19.1 M (62.7 FT) WEST FROM THE CENTER OF THE SOUTH
 CQ3460'BOUND LANES OF HIGHWAY 171, 8.1 M (26.6 FT) NORTHWEST FROM THE CENTER
 CQ3460'OF A SEWER MANHOLE COVER, 1.2 M (3.9 FT) EAST FROM A CHAIN LINK
 CQ3460'FENCE, 0.9 M (3.0 FT) NORTH FROM POWER POLE NUMBER 58 AND 0.3 M
 CQ3460'(1.0 FT) SOUTH FROMA WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 CQ3460'AND ABOUT 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CQ3460
 CQ3460                          STATION RECOVERY (1994)
 CQ3460
 CQ3460'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3460'RECOVERED IN GOOD CONDITION.
 CQ3460
 CQ3460                          STATION RECOVERY (1999)
 CQ3460
 CQ3460'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3461 ***********************************************************************
 CQ3461  DESIGNATION -  9 V 31
 CQ3461  PID         -  CQ3461
 CQ3461  STATE/COUNTY-  LA/CADDO
 CQ3461  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3461
 CQ3461                         *CURRENT SURVEY CONTROL
 CQ3461  ___________________________________________________________________
 CQ3461* NAD 83(1986)-  32 22 35.     (N)    093 49 10.     (W)     SCALED    
 CQ3461* NAVD 88     -        52.411  (meters)     171.95   (feet)  ADJUSTED  
 CQ3461  ___________________________________________________________________
 CQ3461  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ3461  DYNAMIC HT  -          52.352 (meters)     171.76  (feet)  COMP
 CQ3461  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CQ3461
 CQ3461  VERT ORDER  -  SECOND    CLASS I
 CQ3461
 CQ3461.The horizontal coordinates were scaled from a topographic map and have
 CQ3461.an estimated accuracy of +/- 6 seconds.
 CQ3461
 CQ3461.The orthometric height was determined by differential leveling
 CQ3461.and adjusted by the National Geodetic Survey in February 1994..
 CQ3461
 CQ3461.The geoid height was determined by GEOID03.
 CQ3461
 CQ3461.The dynamic height is computed by dividing the NAVD 88
 CQ3461.geopotential number by the normal gravity value computed on the
 CQ3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3461.degrees latitude (g = 980.6199 gals.).
 CQ3461
 CQ3461.The modeled gravity was interpolated from observed gravity values.
 CQ3461
 CQ3461;                    North         East    Units  Estimated Accuracy
 CQ3461;SPC LA N     -   208,800.      875,840.      MT  (+/- 180 meters Scaled)
 CQ3461
 CQ3461                          SUPERSEDED SURVEY CONTROL
 CQ3461
 CQ3461.No superseded survey control is available for this station.
 CQ3461
 CQ3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR229824(NAD 83)
 CQ3461_MARKER: DD = SURVEY DISK
 CQ3461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ3461_SP_SET: BRIDGE WINGWALL
 CQ3461_STAMPING: 9V31 1987
 CQ3461_MARK LOGO: LADTD 
 CQ3461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ3461
 CQ3461  HISTORY     - Date     Condition        Report By
 CQ3461  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3461  HISTORY     - 19940910 GOOD             USPSQD
 CQ3461  HISTORY     - 19990515 GOOD             USPSQD
 CQ3461
 CQ3461                          STATION DESCRIPTION
 CQ3461
 CQ3461'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3461'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3461'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3461'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 8.4 KM (5.2 MI) ON
 CQ3461'HIGHWAY 171 TO A BRIDGE AND THE MARK ON THE RIGHT IN THE WINGWALL OF
 CQ3461'THE BRIDGE,  6.1 M (20.0 FT) WEST FROM THE CENTER OF THE SOUTH BOUND
 CQ3461'LANES OF THE HIGHWAY, 1.1 M (3.6 FT) EAST FROM THE WEST END OF THE
 CQ3461'WINGWALL AND 0.9 M (3.0 FT) NORTHWEST FROM THE SOUTHWEST BRIDGE
 CQ3461'ABUTMENT.  THE MARK IS ABOUT LEVEL WITH THE HIGHWAY.
 CQ3461
 CQ3461                          STATION RECOVERY (1994)
 CQ3461
 CQ3461'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3461'RECOVERED IN GOOD CONDITION.
 CQ3461
 CQ3461                          STATION RECOVERY (1999)
 CQ3461
 CQ3461'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3463 ***********************************************************************
 CQ3463  DESIGNATION -  9 V 32
 CQ3463  PID         -  CQ3463
 CQ3463  STATE/COUNTY-  LA/CADDO
 CQ3463  USGS QUAD   -  STONEWALL (1992)
 CQ3463
 CQ3463                         *CURRENT SURVEY CONTROL
 CQ3463  ___________________________________________________________________
 CQ3463* NAD 83(1986)-  32 21 31.     (N)    093 49 41.     (W)     SCALED    
 CQ3463* NAVD 88     -        52.884  (meters)     173.50   (feet)  ADJUSTED  
 CQ3463  ___________________________________________________________________
 CQ3463  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3463  DYNAMIC HT  -          52.824 (meters)     173.31  (feet)  COMP
 CQ3463  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CQ3463
 CQ3463  VERT ORDER  -  SECOND    CLASS I
 CQ3463
 CQ3463.The horizontal coordinates were scaled from a topographic map and have
 CQ3463.an estimated accuracy of +/- 6 seconds.
 CQ3463
 CQ3463.The orthometric height was determined by differential leveling
 CQ3463.and adjusted by the National Geodetic Survey in February 1994..
 CQ3463
 CQ3463.The geoid height was determined by GEOID03.
 CQ3463
 CQ3463.The dynamic height is computed by dividing the NAVD 88
 CQ3463.geopotential number by the normal gravity value computed on the
 CQ3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3463.degrees latitude (g = 980.6199 gals.).
 CQ3463
 CQ3463.The modeled gravity was interpolated from observed gravity values.
 CQ3463
 CQ3463;                    North         East    Units  Estimated Accuracy
 CQ3463;SPC LA N     -   206,840.      875,010.      MT  (+/- 180 meters Scaled)
 CQ3463
 CQ3463                          SUPERSEDED SURVEY CONTROL
 CQ3463
 CQ3463.No superseded survey control is available for this station.
 CQ3463
 CQ3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR220804(NAD 83)
 CQ3463_MARKER: DD = SURVEY DISK
 CQ3463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ3463_SP_SET: BRIDGE WINGWALL
 CQ3463_STAMPING: 9V32 1987
 CQ3463_MARK LOGO: LADTD 
 CQ3463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ3463
 CQ3463  HISTORY     - Date     Condition        Report By
 CQ3463  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3463  HISTORY     - 19940910 GOOD             USPSQD
 CQ3463
 CQ3463                          STATION DESCRIPTION
 CQ3463
 CQ3463'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3463'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3463'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3463'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 10.4 KM (6.5 MI) TO THE
 CQ3463'MARK SET IN THE NORTHWEST WINGWALL OF A BRIDGE IN THE SOUTH BOUND
 CQ3463'LANES OF THE HIGHWAY.
 CQ3463'THE STATION IS 13.9 M (45.6 FT) EAST FROM THE CENTER OF THE SOUTH
 CQ3463'BOUND LANES, 5.6 M (18.4 FT) WEST FROM THE CENTER OF THE NORTH BOUND
 CQ3463'LANES, 0.9 M (3.0 FT) SOUTH FROM THE NORTHWEST ABUTMENT AND 0.3 M
 CQ3463'(1.0 FT) EAST FROM THE WEST END OF THE WINGWALL.  THE MARK IS ABOUT
 CQ3463'LEVEL WITH THE HIGHWAY.
 CQ3463
 CQ3463                          STATION RECOVERY (1994)
 CQ3463
 CQ3463'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3464 ***********************************************************************
 CQ3464  DESIGNATION -  9 V 33
 CQ3464  PID         -  CQ3464
 CQ3464  STATE/COUNTY-  LA/CADDO
 CQ3464  USGS QUAD   -  STONEWALL (1992)
 CQ3464
 CQ3464                         *CURRENT SURVEY CONTROL
 CQ3464  ___________________________________________________________________
 CQ3464* NAD 83(1986)-  32 19 40.     (N)    093 49 48.     (W)     SCALED    
 CQ3464* NAVD 88     -        61.361  (meters)     201.32   (feet)  ADJUSTED  
 CQ3464  ___________________________________________________________________
 CQ3464  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ3464  DYNAMIC HT  -          61.292 (meters)     201.09  (feet)  COMP
 CQ3464  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 CQ3464
 CQ3464  VERT ORDER  -  SECOND    CLASS I
 CQ3464
 CQ3464.The horizontal coordinates were scaled from a topographic map and have
 CQ3464.an estimated accuracy of +/- 6 seconds.
 CQ3464
 CQ3464.The orthometric height was determined by differential leveling
 CQ3464.and adjusted by the National Geodetic Survey in February 1994..
 CQ3464
 CQ3464.The geoid height was determined by GEOID03.
 CQ3464
 CQ3464.The dynamic height is computed by dividing the NAVD 88
 CQ3464.geopotential number by the normal gravity value computed on the
 CQ3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3464.degrees latitude (g = 980.6199 gals.).
 CQ3464
 CQ3464.The modeled gravity was interpolated from observed gravity values.
 CQ3464
 CQ3464;                    North         East    Units  Estimated Accuracy
 CQ3464;SPC LA N     -   203,430.      874,780.      MT  (+/- 180 meters Scaled)
 CQ3464
 CQ3464                          SUPERSEDED SURVEY CONTROL
 CQ3464
 CQ3464.No superseded survey control is available for this station.
 CQ3464
 CQ3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR218770(NAD 83)
 CQ3464_MARKER: DD = SURVEY DISK
 CQ3464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ3464_SP_SET: HEADWALL
 CQ3464_STAMPING: 9V33 1987
 CQ3464_MARK LOGO: LADTD 
 CQ3464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3464+STABILITY: SURFACE MOTION
 CQ3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3464+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ3464
 CQ3464  HISTORY     - Date     Condition        Report By
 CQ3464  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3464  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ3464
 CQ3464                          STATION DESCRIPTION
 CQ3464
 CQ3464'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3464'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3464'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3464'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 13.6 KM (8.5 MI) ON
 CQ3464'HIGHWAY 171 TO THE MARK ON THE RIGHT SET IN A CULVERT HEADWALL.
 CQ3464'THE STAITON IS 39.2 M (128.6 FT) EAST-NORTHEAST FROM THE SOUTHEAST
 CQ3464'CORNER OF A BUILDING, 16.5 M (54.1 FT) NORTH FROM THE CENTER OF A
 CQ3464'GRAVEL DRIVE LEADING INTO ROYS APPIANCES AND TV, 6.7 M (22.0 FT)
 CQ3464'WEST FROM THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY AND 2.1 M
 CQ3464'(6.9 FT) NORTH FROM THE SOUTH END OF THE HEADWALL. THE MARK IS 0.3 M
 CQ3464'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CQ3464
 CQ3464                          STATION RECOVERY (1994)
 CQ3464
 CQ3464'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3465 ***********************************************************************
 CQ3465  DESIGNATION -  9 V 34
 CQ3465  PID         -  CQ3465
 CQ3465  STATE/COUNTY-  LA/CADDO
 CQ3465  USGS QUAD   -  STONEWALL (1992)
 CQ3465
 CQ3465                         *CURRENT SURVEY CONTROL
 CQ3465  ___________________________________________________________________
 CQ3465* NAD 83(1986)-  32 18 42.     (N)    093 49 36.     (W)     SCALED    
 CQ3465* NAVD 88     -        60.898  (meters)     199.80   (feet)  ADJUSTED  
 CQ3465  ___________________________________________________________________
 CQ3465  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3465  DYNAMIC HT  -          60.828 (meters)     199.57  (feet)  COMP
 CQ3465  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 CQ3465
 CQ3465  VERT ORDER  -  SECOND    CLASS I
 CQ3465
 CQ3465.The horizontal coordinates were scaled from a topographic map and have
 CQ3465.an estimated accuracy of +/- 6 seconds.
 CQ3465
 CQ3465.The orthometric height was determined by differential leveling
 CQ3465.and adjusted by the National Geodetic Survey in February 1994..
 CQ3465
 CQ3465.The geoid height was determined by GEOID03.
 CQ3465
 CQ3465.The dynamic height is computed by dividing the NAVD 88
 CQ3465.geopotential number by the normal gravity value computed on the
 CQ3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3465.degrees latitude (g = 980.6199 gals.).
 CQ3465
 CQ3465.The modeled gravity was interpolated from observed gravity values.
 CQ3465
 CQ3465;                    North         East    Units  Estimated Accuracy
 CQ3465;SPC LA N     -   201,640.      875,080.      MT  (+/- 180 meters Scaled)
 CQ3465
 CQ3465                          SUPERSEDED SURVEY CONTROL
 CQ3465
 CQ3465.No superseded survey control is available for this station.
 CQ3465
 CQ3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR221752(NAD 83)
 CQ3465_MARKER: DD = SURVEY DISK
 CQ3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3465_SP_SET: CONCRETE POST
 CQ3465_STAMPING: 9V34 1987
 CQ3465_MARK LOGO: LADTD 
 CQ3465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3465+STABILITY: SURFACE MOTION
 CQ3465
 CQ3465  HISTORY     - Date     Condition        Report By
 CQ3465  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3465  HISTORY     - 19940910 GOOD             USPSQD
 CQ3465
 CQ3465                          STATION DESCRIPTION
 CQ3465
 CQ3465'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3465'THE MARK IS LOCATED SOUTH OF SHREVEPORT NEAR THE GIBRALTER FENCE CO.
 CQ3465'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3465'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 511 AND U S
 CQ3465'HIGHWAY 171, GO SOUTH FOR 15.4 KM (9.6 MI) ON HIGHWAY 171 TO THE MARK
 CQ3465'ON THE RIGHT NEAR A FENCE CORNER.
 CQ3465'THE MARK IS 20.1 M (65.9 FT) WEST-SOUTHWEST FROM A CHAIN LINK FENCE
 CQ3465'CORNER, 14.9 M (48.9 FT) NORTHEAST FROM THE ENTRANCE INTO THE FENCE
 CQ3465'COMPANY, 0.5 M (1.6 FT) EAST-NORTHEAST FROM FROM A FENCE CORNER AND
 CQ3465'0.5 M (1.6 FT) SOUTHEAST FROM A WITNESS POST.  THE MARK IS 0.6 M
 CQ3465'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY AND RECESSED 10 CM BELOW THE
 CQ3465'GROUND.
 CQ3465
 CQ3465                          STATION RECOVERY (1994)
 CQ3465
 CQ3465'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3466 ***********************************************************************
 CQ3466  DESIGNATION -  9 V 35
 CQ3466  PID         -  CQ3466
 CQ3466  STATE/COUNTY-  LA/CADDO
 CQ3466  USGS QUAD   -  STONEWALL (1992)
 CQ3466
 CQ3466                         *CURRENT SURVEY CONTROL
 CQ3466  ___________________________________________________________________
 CQ3466* NAD 83(1986)-  32 18 11.     (N)    093 49 41.     (W)     SCALED    
 CQ3466* NAVD 88     -        55.392  (meters)     181.73   (feet)  ADJUSTED  
 CQ3466  ___________________________________________________________________
 CQ3466  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3466  DYNAMIC HT  -          55.329 (meters)     181.53  (feet)  COMP
 CQ3466  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 CQ3466
 CQ3466  VERT ORDER  -  SECOND    CLASS I
 CQ3466
 CQ3466.The horizontal coordinates were scaled from a topographic map and have
 CQ3466.an estimated accuracy of +/- 6 seconds.
 CQ3466
 CQ3466.The orthometric height was determined by differential leveling
 CQ3466.and adjusted by the National Geodetic Survey in February 1994..
 CQ3466
 CQ3466.The geoid height was determined by GEOID03.
 CQ3466
 CQ3466.The dynamic height is computed by dividing the NAVD 88
 CQ3466.geopotential number by the normal gravity value computed on the
 CQ3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3466.degrees latitude (g = 980.6199 gals.).
 CQ3466
 CQ3466.The modeled gravity was interpolated from observed gravity values.
 CQ3466
 CQ3466;                    North         East    Units  Estimated Accuracy
 CQ3466;SPC LA N     -   200,680.      874,930.      MT  (+/- 180 meters Scaled)
 CQ3466
 CQ3466                          SUPERSEDED SURVEY CONTROL
 CQ3466
 CQ3466.No superseded survey control is available for this station.
 CQ3466
 CQ3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR220743(NAD 83)
 CQ3466_MARKER: DD = SURVEY DISK
 CQ3466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ3466_SP_SET: BRIDGE WINGWALL
 CQ3466_STAMPING: 9V35 1987
 CQ3466_MARK LOGO: LADTD 
 CQ3466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ3466
 CQ3466  HISTORY     - Date     Condition        Report By
 CQ3466  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3466  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ3466
 CQ3466                          STATION DESCRIPTION
 CQ3466
 CQ3466'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3466'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3466'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3466'HIGHWAY 171 IN SOUTH SHREVEPORT, GO SOUTH FOR 16.7 KM (10.4 MI) ON
 CQ3466'HIGHWAY 171 TO THE MARK ON THE LEFT SET IN THE WINGWALL OF THE CENTER
 CQ3466'BRIDGE OF A SET OF THREE BRIDGES.
 CQ3466'THE MARK IS 6.2 M (20.3 FT) WEST FROM THE CENTER OF THE NORTH BOUND
 CQ3466'LANES OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST FROM THE NORTHWEST
 CQ3466'BRIDGE ABUTMENT AND 0.5 M (1.6 FT) EAST FROM THE WEST END OF THE
 CQ3466'WINGWALL.  THE MARK IS ABOUT LEVEL WITH THE HIGHWAY.
 CQ3466
 CQ3466                          STATION RECOVERY (1994)
 CQ3466
 CQ3466'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3450 ***********************************************************************
 CQ3450  DESIGNATION -  9 V 36
 CQ3450  PID         -  CQ3450
 CQ3450  STATE/COUNTY-  LA/CADDO
 CQ3450  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3450
 CQ3450                         *CURRENT SURVEY CONTROL
 CQ3450  ___________________________________________________________________
 CQ3450* NAD 83(1986)-  32 26 38.     (N)    093 43 08.     (W)     SCALED    
 CQ3450* NAVD 88     -        49.424  (meters)     162.15   (feet)  ADJUSTED  
 CQ3450  ___________________________________________________________________
 CQ3450  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3450  DYNAMIC HT  -          49.369 (meters)     161.97  (feet)  COMP
 CQ3450  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 CQ3450
 CQ3450  VERT ORDER  -  SECOND    CLASS I
 CQ3450
 CQ3450.The horizontal coordinates were scaled from a topographic map and have
 CQ3450.an estimated accuracy of +/- 6 seconds.
 CQ3450
 CQ3450.The orthometric height was determined by differential leveling
 CQ3450.and adjusted by the National Geodetic Survey in February 1994..
 CQ3450
 CQ3450.The geoid height was determined by GEOID03.
 CQ3450
 CQ3450.The dynamic height is computed by dividing the NAVD 88
 CQ3450.geopotential number by the normal gravity value computed on the
 CQ3450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3450.degrees latitude (g = 980.6199 gals.).
 CQ3450
 CQ3450.The modeled gravity was interpolated from observed gravity values.
 CQ3450
 CQ3450;                    North         East    Units  Estimated Accuracy
 CQ3450;SPC LA N     -   216,180.      885,390.      MT  (+/- 180 meters Scaled)
 CQ3450
 CQ3450                          SUPERSEDED SURVEY CONTROL
 CQ3450
 CQ3450.No superseded survey control is available for this station.
 CQ3450
 CQ3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR324898(NAD 83)
 CQ3450_MARKER: DD = SURVEY DISK
 CQ3450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3450_SP_SET: CONCRETE POST
 CQ3450_STAMPING: 9V36 1987
 CQ3450_MARK LOGO: LADTD 
 CQ3450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3450+STABILITY: SURFACE MOTION
 CQ3450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3450+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ3450
 CQ3450  HISTORY     - Date     Condition        Report By
 CQ3450  HISTORY     - 1987     MONUMENTED       LADTD
 CQ3450  HISTORY     - 19941023 GOOD             USPSQD
 CQ3450
 CQ3450                          STATION DESCRIPTION
 CQ3450
 CQ3450'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3450'THE STATION IS LOCATED IN SOUTH SHREVEPORT AT THE JUNCTION OF STATE
 CQ3450'HIGHWAYS 511 AND 1.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CQ3450'TRANSPORTATION AND DEVELOPMENT.
 CQ3450'THE STATION IS 16.9 M (55.4 FT) WEST FROM THE CENTER OF THE SOUTH
 CQ3450'BOUND LANES OF HIGHWAY 1, 11.3 M (37.1 FT) NORTH FROM THE CENTER OF
 CQ3450'THE WEST BOUND LANES OF HIGHWAY 511, 6.4 M (21.0 FT) SOUTH-SOUTHWEST
 CQ3450'FROM A FIRE HYDRANT, 0.9 M (3.0 FT) WEST-NORTHWEST FROM POWER POLE
 CQ3450'NUMBER 25 AND 0.5 M (1.6 FT) SOUTH FROM A WITNESS POST.  THE MARK IS
 CQ3450'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3450
 CQ3450                          STATION RECOVERY (1994)
 CQ3450
 CQ3450'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8327 ***********************************************************************
 AF8327  DESIGNATION -  9 V 36
 AF8327  PID         -  AF8327
 AF8327  STATE/COUNTY-  LA/CADDO
 AF8327  USGS QUAD   -  WARDVIEW (1971)
 AF8327
 AF8327                         *CURRENT SURVEY CONTROL
 AF8327  ___________________________________________________________________
 AF8327* NAD 83(1986)-  32 53 38.     (N)    093 50 15.     (W)     SCALED    
 AF8327* NAVD 88     -        60.666  (meters)     199.03   (feet)  ADJUSTED  
 AF8327  ___________________________________________________________________
 AF8327  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AF8327  DYNAMIC HT  -          60.599 (meters)     198.82  (feet)  COMP
 AF8327  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 AF8327
 AF8327  VERT ORDER  -  SECOND    CLASS I
 AF8327
 AF8327.The horizontal coordinates were scaled from a topographic map and have
 AF8327.an estimated accuracy of +/- 6 seconds.
 AF8327
 AF8327.The orthometric height was determined by differential leveling
 AF8327.and adjusted by the National Geodetic Survey in September 1998..
 AF8327
 AF8327.The geoid height was determined by GEOID03.
 AF8327
 AF8327.The dynamic height is computed by dividing the NAVD 88
 AF8327.geopotential number by the normal gravity value computed on the
 AF8327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8327.degrees latitude (g = 980.6199 gals.).
 AF8327
 AF8327.The modeled gravity was interpolated from observed gravity values.
 AF8327
 AF8327;                    North         East    Units  Estimated Accuracy
 AF8327;SPC LA N     -   266,210.      874,850.      MT  (+/- 180 meters Scaled)
 AF8327
 AF8327                          SUPERSEDED SURVEY CONTROL
 AF8327
 AF8327.No superseded survey control is available for this station.
 AF8327
 AF8327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS216398(NAD 83)
 AF8327_MARKER: DD = SURVEY DISK
 AF8327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8327_STAMPING: 9V36 1992
 AF8327_MARK LOGO: LADTD 
 AF8327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8327+STABILITY: SURFACE MOTION
 AF8327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8327+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 AF8327
 AF8327  HISTORY     - Date     Condition        Report By
 AF8327  HISTORY     - 1992     MONUMENTED       LADTD
 AF8327  HISTORY     - 20050309 GOOD             LADTD
 AF8327
 AF8327                          STATION DESCRIPTION
 AF8327
 AF8327'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8327'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF THE WEST END OF A
 AF8327'HIGHWAY BRIDGE OVER THE RED RIVER, 2.0 MI (3.2 KM) EAST OF HOSSTON AND
 AF8327'22.5 MI (36.2 KM) NORTH OF SHREVEPORT.  OWNERSHIP--LOUISIANA
 AF8327'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION
 AF8327'FROM THE WEST END OF STATE HIGHWAY 2 BRIDGE OVER THE RED RIVER, GO
 AF8327'WEST FOR 0.85 MI (1.37 KM) ON HIGHWAY 2 TO THE STATION SET ON THE LEFT
 AF8327'AT THE JUNCTION WITH GILLIAM SCOTT SLOUGH ROAD.  THE STATION IS 215.0
 AF8327'FT (65.5 M) WEST FROM THE CENTER OF GILLIAM SCOTT SOLUGH ROAD, 56.5 FT
 AF8327'(17.2 M) SOUTH FROM THE CENTER OF THE HIGHWAY, 11.5 FT (3.5 M)
 AF8327'WEST-NORTHWEST FROM A RIGHT-OF-WAY MARKER, 3.0 FT (0.9 M) NORTH FROM A
 AF8327'BARBED WIRE FENCE, 2.5 FT (0.8 M) NORTH FROM A METAL WITNESS POST WITH
 AF8327'SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M)
 AF8327'ABOVE THE LEVEL OF THE HIGHWAY.
 AF8327
 AF8327                          STATION RECOVERY (2005)
 AF8327
 AF8327'RECOVERY NOTE BY LA TRANSP AND DEV 2005 (SLC)
 AF8327'OMIT THE DESCRIPTIONS TO THE RIGHT-OF WAY MARKER AND BARBED WIRE
 AF8327'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8329 ***********************************************************************
 AF8329  DESIGNATION -  9 V 38
 AF8329  PID         -  AF8329
 AF8329  STATE/COUNTY-  LA/CADDO
 AF8329  USGS QUAD   -  VIVIAN NORTH (1971)
 AF8329
 AF8329                         *CURRENT SURVEY CONTROL
 AF8329  ___________________________________________________________________
 AF8329* NAD 83(1986)-  32 53 31.     (N)    093 52 42.     (W)     SCALED    
 AF8329* NAVD 88     -        68.280  (meters)     224.02   (feet)  ADJUSTED  
 AF8329  ___________________________________________________________________
 AF8329  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8329  DYNAMIC HT  -          68.205 (meters)     223.77  (feet)  COMP
 AF8329  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 AF8329
 AF8329  VERT ORDER  -  SECOND    CLASS I
 AF8329
 AF8329.The horizontal coordinates were scaled from a topographic map and have
 AF8329.an estimated accuracy of +/- 6 seconds.
 AF8329
 AF8329.The orthometric height was determined by differential leveling
 AF8329.and adjusted by the National Geodetic Survey in September 1998..
 AF8329
 AF8329.The geoid height was determined by GEOID03.
 AF8329
 AF8329.The dynamic height is computed by dividing the NAVD 88
 AF8329.geopotential number by the normal gravity value computed on the
 AF8329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8329.degrees latitude (g = 980.6199 gals.).
 AF8329
 AF8329.The modeled gravity was interpolated from observed gravity values.
 AF8329
 AF8329;                    North         East    Units  Estimated Accuracy
 AF8329;SPC LA N     -   266,040.      871,030.      MT  (+/- 180 meters Scaled)
 AF8329
 AF8329                          SUPERSEDED SURVEY CONTROL
 AF8329
 AF8329.No superseded survey control is available for this station.
 AF8329
 AF8329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS178396(NAD 83)
 AF8329_MARKER: DD = SURVEY DISK
 AF8329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8329_STAMPING: 9V38 1992
 AF8329_MARK LOGO: LADTD 
 AF8329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8329+STABILITY: SURFACE MOTION
 AF8329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8329+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8329
 AF8329  HISTORY     - Date     Condition        Report By
 AF8329  HISTORY     - 1992     MONUMENTED       LADTD
 AF8329
 AF8329                          STATION DESCRIPTION
 AF8329
 AF8329'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8329'THE STATION IS LOCATED IN THE NORTH PART OF HOSSTON AT THE EAST
 AF8329'JUNCTION OF U.S.  HIGHWAY 71 AND STATE HIGHWAY 2. OWNERSHIP--LOUISIANA
 AF8329'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 AF8329'FROM THE WEST END OF THE HIGHWAY 2 BRIDGE OVER THE RED RIVER, GO WEST
 AF8329'FOR 3.25 MI (5.23 KM) ON HIGHWAY 2 TO THE STATION SET IN THE NORTHEAST
 AF8329'QUADRANT OF THE JUNCTION OF HIGHWAYS 71 AND 2.  THE STATION IS 56.0 FT
 AF8329'(17.1 M) EAST-NORTHEAST FROM THE CENTER OF HIGHWAY 71, 44.5 FT (13.6
 AF8329'M) NORTH-NORTHWEST FROM THE CENTER OF HIGHWAY 2, 30.0 FT (9.1 M)
 AF8329'NORTHEAST FROM A UTILITY POLE HOLDING A CAUTION LIGHT, 14.5 FT (4.4 M)
 AF8329'NORTHEAST FROM A LOUISIANA F.A.P.  MARKER NUMBER S-147 2, 9.0 FT (2.7
 AF8329'M) EAST FROM A GUY WIRE ANCHOR, 6.5 FT (2.0 M) SOUTHWEST FROM A BLUE
 AF8329'STAR MEMORIAL HIGHWAY SIGN, RECESSED 1 INCH BELOW THE GROUND SURFACE
 AF8329'AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8330 ***********************************************************************
 AF8330  DESIGNATION -  9 V 39
 AF8330  PID         -  AF8330
 AF8330  STATE/COUNTY-  LA/CADDO
 AF8330  USGS QUAD   -  VIVIAN NORTH (1971)
 AF8330
 AF8330                         *CURRENT SURVEY CONTROL
 AF8330  ___________________________________________________________________
 AF8330* NAD 83(1986)-  32 53 01.     (N)    093 52 53.     (W)     SCALED    
 AF8330* NAVD 88     -        61.815  (meters)     202.80   (feet)  ADJUSTED  
 AF8330  ___________________________________________________________________
 AF8330  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AF8330  DYNAMIC HT  -          61.747 (meters)     202.58  (feet)  COMP
 AF8330  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 AF8330
 AF8330  VERT ORDER  -  SECOND    CLASS I
 AF8330
 AF8330.The horizontal coordinates were scaled from a topographic map and have
 AF8330.an estimated accuracy of +/- 6 seconds.
 AF8330
 AF8330.The orthometric height was determined by differential leveling
 AF8330.and adjusted by the National Geodetic Survey in September 1998..
 AF8330
 AF8330.The geoid height was determined by GEOID03.
 AF8330
 AF8330.The dynamic height is computed by dividing the NAVD 88
 AF8330.geopotential number by the normal gravity value computed on the
 AF8330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8330.degrees latitude (g = 980.6199 gals.).
 AF8330
 AF8330.The modeled gravity was interpolated from observed gravity values.
 AF8330
 AF8330;                    North         East    Units  Estimated Accuracy
 AF8330;SPC LA N     -   265,120.      870,730.      MT  (+/- 180 meters Scaled)
 AF8330
 AF8330                          SUPERSEDED SURVEY CONTROL
 AF8330
 AF8330.No superseded survey control is available for this station.
 AF8330
 AF8330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS175387(NAD 83)
 AF8330_MARKER: DD = SURVEY DISK
 AF8330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8330_STAMPING: 9V39 1992
 AF8330_MARK LOGO: LADTD 
 AF8330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8330+STABILITY: SURFACE MOTION
 AF8330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8330+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8330
 AF8330  HISTORY     - Date     Condition        Report By
 AF8330  HISTORY     - 1992     MONUMENTED       LADTD
 AF8330
 AF8330                          STATION DESCRIPTION
 AF8330
 AF8330'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8330'THE STATION IS LOCATED ABOUT 0.25 MI (0.40 KM) WEST OF HOSSTON, 6.0 MI
 AF8330'(9.7 KM) EAST OF VIVIAN AND 22.0 MI (35.4 KM) NORTH OF SHREVEPORT.
 AF8330'OWNERSHIP--SOUTHWESTERN ELECTRIC.  TO REACH THE STATION FROM THE WEST
 AF8330'END OF THE STATE HIGHWAY 2 BRIDGE OVER THE RED RIVER, GO WEST FOR 3.25
 AF8330'MI (5.23 KM) ON HIGHWAY 2 TO THE JUNCTION WITH U.S.  HIGHWAY 71, TURN
 AF8330'LEFT AND GO SOUTH FOR 0.55 MI (0.89 KM) ON HIGHWAYS 71 AND 2 TO THE
 AF8330'JUNCTION WITH HIGHWAY 2 LEADING WEST, TURN RIGHT AND GO WEST FOR 0.25
 AF8330'MI (0.40 KM) ON HIGHWAY 2 TO THE STATION SET ON THE LEFT AT A
 AF8330'SUB-STATION.  THE STATION IS 69.5 FT (21.2 M) SOUTH FROM THE CENTER OF
 AF8330'THE HIGHWAY, 46.0 FT (14.0 M) EAST FROM THE CENTER OF A SMALL ASPHALT
 AF8330'DRIVE INTO THE SUB-STATION, 44.5 FT (13.6 M) NORTH FROM THE CENTER OF
 AF8330'THE WEST GATE INTO THE SUB-STATION, 5.0 FT (1.5 M) NORTH FROM THE
 AF8330'NORTHWEST CORNER POST OF THE CHAIN LINK FENCE AROUND THE SUB-STATION,
 AF8330'5.0 FT (1.5 M) NORTH FROM A METAL WITNESS POST WITH A SIGN ATTACHED,
 AF8330'FLUSH WITH THE GROUND SURFACE AND ABOUT 6.0 FT (1.8 M) ABOVE THE LEVEL
 AF8330'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2366 ***********************************************************************
 CQ2366  DESIGNATION -  9 V 4
 CQ2366  PID         -  CQ2366
 CQ2366  STATE/COUNTY-  LA/CADDO
 CQ2366  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2366
 CQ2366                         *CURRENT SURVEY CONTROL
 CQ2366  ___________________________________________________________________
 CQ2366* NAD 83(1986)-  32 15 55.     (N)    093 55 13.     (W)     SCALED    
 CQ2366* NAVD 88     -        85.845  (meters)     281.64   (feet)  ADJUSTED  
 CQ2366  ___________________________________________________________________
 CQ2366  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2366  DYNAMIC HT  -          85.747 (meters)     281.32  (feet)  COMP
 CQ2366  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 CQ2366
 CQ2366  VERT ORDER  -  SECOND    CLASS I
 CQ2366
 CQ2366.The horizontal coordinates were scaled from a topographic map and have
 CQ2366.an estimated accuracy of +/- 6 seconds.
 CQ2366
 CQ2366.The orthometric height was determined by differential leveling
 CQ2366.and adjusted by the National Geodetic Survey in June 1991..
 CQ2366
 CQ2366.The geoid height was determined by GEOID03.
 CQ2366
 CQ2366.The dynamic height is computed by dividing the NAVD 88
 CQ2366.geopotential number by the normal gravity value computed on the
 CQ2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2366.degrees latitude (g = 980.6199 gals.).
 CQ2366
 CQ2366.The modeled gravity was interpolated from observed gravity values.
 CQ2366
 CQ2366;                    North         East    Units  Estimated Accuracy
 CQ2366;SPC LA N     -   196,600.      866,190.      MT  (+/- 180 meters Scaled)
 CQ2366
 CQ2366                          SUPERSEDED SURVEY CONTROL
 CQ2366
 CQ2366  NGVD 29 (??/??/??)   85.910  (m)          281.86   (f) ADJUSTED    2 1
 CQ2366
 CQ2366.Superseded values are not recommended for survey control.
 CQ2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2366.See file dsdata.txt to determine how the superseded data were derived.
 CQ2366
 CQ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR133702(NAD 83)
 CQ2366_MARKER: DD = SURVEY DISK
 CQ2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2366_STAMPING: 9V4 1969
 CQ2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2366+STABILITY: SURFACE MOTION
 CQ2366
 CQ2366  HISTORY     - Date     Condition        Report By
 CQ2366  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2366  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ2366  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ2366
 CQ2366                          STATION DESCRIPTION
 CQ2366
 CQ2366'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2366'5.91 MI N FROM KEATCHIE.
 CQ2366'LOCATED 5.91 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ2366'OF LOUISIANA HIGHWAY 5, LOUISIANA HIGHWAY 172 AND LOUISIANA HIGHWAY
 CQ2366'789 IN KEATCHIE, 1.88 MILES NORTH ALONG OLD LOUISIANA HIGHWAY 789 FROM
 CQ2366'THE JUNCTION OF PRESTON ROAD AND LOUISIANA HIGHWAY 789, AND THE MARK
 CQ2366'ON THE RIGHT.  IT IS 498 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 CQ2366'BRICK CHIMNEY OF A TENANTS HOUSE OWNED BY MR. CAROL FEIST, 129 FEET
 CQ2366'EAST OF THE CENTERLINE OF OLD LOUISIANA HIGHWAY 789, 100 FEET EAST OF
 CQ2366'THE INTERSECTION OF 2 FENCES, 52 FEET EAST OF POWER POLE NO. 25, 3
 CQ2366'FEET SOUTH OF A BARBED WIRE FENCE RUNNING EAST AND WEST ALONG THE
 CQ2366'NORTH EDGE OF THE FISHER TREE FARM, IT IS SET IN THE TOP OF A CONCRETE
 CQ2366'POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ2366'SET 2 FEET EAST OF THE MARK.  SECTION 29, T 15N, R 15W.
 CQ2366
 CQ2366                          STATION RECOVERY (1995)
 CQ2366
 CQ2366'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2366'MARK NOT FOUND.
 CQ2366
 CQ2366                          STATION RECOVERY (1999)
 CQ2366
 CQ2366'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8331 ***********************************************************************
 AF8331  DESIGNATION -  9 V 40
 AF8331  PID         -  AF8331
 AF8331  STATE/COUNTY-  LA/CADDO
 AF8331  USGS QUAD   -  VIVIAN NORTH (1971)
 AF8331
 AF8331                         *CURRENT SURVEY CONTROL
 AF8331  ___________________________________________________________________
 AF8331* NAD 83(1986)-  32 52 53.     (N)    093 53 58.     (W)     SCALED    
 AF8331* NAVD 88     -        58.119  (meters)     190.68   (feet)  ADJUSTED  
 AF8331  ___________________________________________________________________
 AF8331  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8331  DYNAMIC HT  -          58.055 (meters)     190.47  (feet)  COMP
 AF8331  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 AF8331
 AF8331  VERT ORDER  -  SECOND    CLASS I
 AF8331
 AF8331.The horizontal coordinates were scaled from a topographic map and have
 AF8331.an estimated accuracy of +/- 6 seconds.
 AF8331
 AF8331.The orthometric height was determined by differential leveling
 AF8331.and adjusted by the National Geodetic Survey in September 1998..
 AF8331
 AF8331.The geoid height was determined by GEOID03.
 AF8331
 AF8331.The dynamic height is computed by dividing the NAVD 88
 AF8331.geopotential number by the normal gravity value computed on the
 AF8331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8331.degrees latitude (g = 980.6199 gals.).
 AF8331
 AF8331.The modeled gravity was interpolated from observed gravity values.
 AF8331
 AF8331;                    North         East    Units  Estimated Accuracy
 AF8331;SPC LA N     -   264,900.      869,040.      MT  (+/- 180 meters Scaled)
 AF8331
 AF8331                          SUPERSEDED SURVEY CONTROL
 AF8331
 AF8331.No superseded survey control is available for this station.
 AF8331
 AF8331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS158384(NAD 83)
 AF8331_MARKER: DD = SURVEY DISK
 AF8331_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF8331_SP_SET: BRIDGE WINGWALL
 AF8331_STAMPING: 9V40 1992
 AF8331_MARK LOGO: LADTD 
 AF8331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8331+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8331
 AF8331  HISTORY     - Date     Condition        Report By
 AF8331  HISTORY     - 1992     MONUMENTED       LADTD
 AF8331
 AF8331                          STATION DESCRIPTION
 AF8331
 AF8331'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8331'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF HOSSTON, 5.0 MI
 AF8331'(8.0 KM) EAST OF VIVIAN AND 22.0 MI (35.4 KM) NORTH OF SHREVEPORT.
 AF8331'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8331'REACH THE STATION FROM THE WEST END OF THE STATE HIGHWAY 2 BRIDGE OVER
 AF8331'THE RED RIVER, GO WEST FOR 3.25 MI (5.23 KM) ON HIGHWAY 2 TO THE
 AF8331'JUNCTION WITH U.S.  HIGHWAY 71, TURN LEFT AND GO SOUTH FOR 0.55 MI
 AF8331'(0.89 KM) ON HIGHWAYS 71 AND 2 TO THE JUNCTION WITH HIGHWAY 2 LEADING
 AF8331'WEST, TURN RIGHT AND GO WEST FOR 1.2 MI (1.9 KM) ON HIGHWAY 2, OR TO
 AF8331'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 2 IN
 AF8331'VIVIAN, GO EAST FOR 5.6 MI (9.0 KM) ON HIGHWAY 2 TO THE STATION SET IN
 AF8331'THE NORTHWEST CORNER OF THE BLACK BAYOU BRIDGE.  THE STATION IS 22.0
 AF8331'FT (6.7 M) NORTH-NORTHWEST FROM THE CENTER OF THE HIGHWAY, 1.5 FT (0.5
 AF8331'M) WEST-NORTHWEST FROM THE NORTHWEST END OF THE BRIDGE, 1.0 FT (0.3 M)
 AF8331'EAST FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE
 AF8331'WINGWALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8332 ***********************************************************************
 AF8332  DESIGNATION -  9 V 41
 AF8332  PID         -  AF8332
 AF8332  STATE/COUNTY-  LA/CADDO
 AF8332  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8332
 AF8332                         *CURRENT SURVEY CONTROL
 AF8332  ___________________________________________________________________
 AF8332* NAD 83(1986)-  32 52 23.     (N)    093 54 55.     (W)     SCALED    
 AF8332* NAVD 88     -        65.528  (meters)     214.99   (feet)  ADJUSTED  
 AF8332  ___________________________________________________________________
 AF8332  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AF8332  DYNAMIC HT  -          65.456 (meters)     214.75  (feet)  COMP
 AF8332  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 AF8332
 AF8332  VERT ORDER  -  SECOND    CLASS I
 AF8332
 AF8332.The horizontal coordinates were scaled from a topographic map and have
 AF8332.an estimated accuracy of +/- 6 seconds.
 AF8332
 AF8332.The orthometric height was determined by differential leveling
 AF8332.and adjusted by the National Geodetic Survey in September 1998..
 AF8332
 AF8332.The geoid height was determined by GEOID03.
 AF8332
 AF8332.The dynamic height is computed by dividing the NAVD 88
 AF8332.geopotential number by the normal gravity value computed on the
 AF8332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8332.degrees latitude (g = 980.6199 gals.).
 AF8332
 AF8332.The modeled gravity was interpolated from observed gravity values.
 AF8332
 AF8332;                    North         East    Units  Estimated Accuracy
 AF8332;SPC LA N     -   263,990.      867,550.      MT  (+/- 180 meters Scaled)
 AF8332
 AF8332                          SUPERSEDED SURVEY CONTROL
 AF8332
 AF8332.No superseded survey control is available for this station.
 AF8332
 AF8332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS143375(NAD 83)
 AF8332_MARKER: DD = SURVEY DISK
 AF8332_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8332_SP_SET: CULVERT HEADWALL
 AF8332_STAMPING: 9V41 1992
 AF8332_MARK LOGO: LADTD 
 AF8332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8332+STABILITY: SURFACE MOTION
 AF8332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8332+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8332
 AF8332  HISTORY     - Date     Condition        Report By
 AF8332  HISTORY     - 1992     MONUMENTED       LADH
 AF8332
 AF8332                          STATION DESCRIPTION
 AF8332
 AF8332'DESCRIBED BY LA DEPT OF HIGHWAYS 1992 (TLH)
 AF8332'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF HOSSTON, 4.0 MI
 AF8332'(6.4 KM) EAST OF VIVIAN AND 22.0 MI (35.4 KM) NORTH OF SHREVEPORT.
 AF8332'OWMERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTAION AND DEVELOPMENT.  TO
 AF8332'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 2 IN
 AF8332'VIVIAN, GO EAST FOR 4.45 MI (7.16 KM) ON HIGHWAY 2 TO THE STATION SET
 AF8332'IN THE NORTHWEST CORNER OF A SINGLE BOX CULVERT HEADWALL.  THE STATION
 AF8332'IS 108.0 FT (32.9 M) WEST FROM POWER POLE NUMBER 34, 21.5 FT (6.6 M)
 AF8332'NORTHWEST FROM THE CENTER OF THE HIGHWAY, 1.0 FT (0.3 M) NORTHEAST
 AF8332'FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE
 AF8332'HEADWALL AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8333 ***********************************************************************
 AF8333  DESIGNATION -  9 V 42
 AF8333  PID         -  AF8333
 AF8333  STATE/COUNTY-  LA/CADDO
 AF8333  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8333
 AF8333                         *CURRENT SURVEY CONTROL
 AF8333  ___________________________________________________________________
 AF8333* NAD 83(1986)-  32 52 11.     (N)    093 55 45.     (W)     SCALED    
 AF8333* NAVD 88     -        68.629  (meters)     225.16   (feet)  ADJUSTED  
 AF8333  ___________________________________________________________________
 AF8333  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8333  DYNAMIC HT  -          68.554 (meters)     224.91  (feet)  COMP
 AF8333  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 AF8333
 AF8333  VERT ORDER  -  SECOND    CLASS I
 AF8333
 AF8333.The horizontal coordinates were scaled from a topographic map and have
 AF8333.an estimated accuracy of +/- 6 seconds.
 AF8333
 AF8333.The orthometric height was determined by differential leveling
 AF8333.and adjusted by the National Geodetic Survey in September 1998..
 AF8333
 AF8333.The geoid height was determined by GEOID03.
 AF8333
 AF8333.The dynamic height is computed by dividing the NAVD 88
 AF8333.geopotential number by the normal gravity value computed on the
 AF8333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8333.degrees latitude (g = 980.6199 gals.).
 AF8333
 AF8333.The modeled gravity was interpolated from observed gravity values.
 AF8333
 AF8333;                    North         East    Units  Estimated Accuracy
 AF8333;SPC LA N     -   263,640.      866,240.      MT  (+/- 180 meters Scaled)
 AF8333
 AF8333                          SUPERSEDED SURVEY CONTROL
 AF8333
 AF8333.No superseded survey control is available for this station.
 AF8333
 AF8333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS130372(NAD 83)
 AF8333_MARKER: DD = SURVEY DISK
 AF8333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8333_SP_SET: CULVERT HEADWALL
 AF8333_STAMPING: 9V42 1992
 AF8333_MARK LOGO: LADTD 
 AF8333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8333+STABILITY: SURFACE MOTION
 AF8333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8333+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8333
 AF8333  HISTORY     - Date     Condition        Report By
 AF8333  HISTORY     - 1992     MONUMENTED       LADH
 AF8333
 AF8333                          STATION DESCRIPTION
 AF8333
 AF8333'DESCRIBED BY LA DEPT OF HIGHWAYS 1992 (TLH)
 AF8333'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF HOSSTON, 3.0 MI
 AF8333'(4.8 KM) EAST OF VIVIAN AND 22.0 MI (35.4 KM) NORTH OF SHREVEPORT.
 AF8333'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8333'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 2 IN
 AF8333'VIVIAN, GO EAST FOR 3.45 MI (5.55 KM) ON HIGHWAY 2 TO THE STATION SET
 AF8333'IN THE SOUTHWEST CORNER OF A SINGLE BOX CULVERT HEADWALL.  THE STATION
 AF8333'IS 18.5 FT (5.6 M) SOUTH FROM THE CENTER OF THE HIGHWAY, 1.5 FT (0.5
 AF8333'M) EAST FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE
 AF8333'HEADWALL AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8335 ***********************************************************************
 AF8335  DESIGNATION -  9 V 43
 AF8335  PID         -  AF8335
 AF8335  STATE/COUNTY-  LA/CADDO
 AF8335  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8335
 AF8335                         *CURRENT SURVEY CONTROL
 AF8335  ___________________________________________________________________
 AF8335* NAD 83(1986)-  32 51 56.     (N)    093 58 09.     (W)     SCALED    
 AF8335* NAVD 88     -        86.096  (meters)     282.47   (feet)  ADJUSTED  
 AF8335  ___________________________________________________________________
 AF8335  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AF8335  DYNAMIC HT  -          86.002 (meters)     282.16  (feet)  COMP
 AF8335  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 AF8335
 AF8335  VERT ORDER  -  SECOND    CLASS I
 AF8335
 AF8335.The horizontal coordinates were scaled from a topographic map and have
 AF8335.an estimated accuracy of +/- 6 seconds.
 AF8335
 AF8335.The orthometric height was determined by differential leveling
 AF8335.and adjusted by the National Geodetic Survey in September 1998..
 AF8335
 AF8335.The geoid height was determined by GEOID03.
 AF8335
 AF8335.The dynamic height is computed by dividing the NAVD 88
 AF8335.geopotential number by the normal gravity value computed on the
 AF8335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8335.degrees latitude (g = 980.6199 gals.).
 AF8335
 AF8335.The modeled gravity was interpolated from observed gravity values.
 AF8335
 AF8335;                    North         East    Units  Estimated Accuracy
 AF8335;SPC LA N     -   263,230.      862,490.      MT  (+/- 180 meters Scaled)
 AF8335
 AF8335                          SUPERSEDED SURVEY CONTROL
 AF8335
 AF8335.No superseded survey control is available for this station.
 AF8335
 AF8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS093367(NAD 83)
 AF8335_MARKER: DD = SURVEY DISK
 AF8335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8335_STAMPING: 9V43 1992
 AF8335_MARK LOGO: LADTD 
 AF8335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8335+STABILITY: SURFACE MOTION
 AF8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8335+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8335
 AF8335  HISTORY     - Date     Condition        Report By
 AF8335  HISTORY     - 1992     MONUMENTED       LADTD
 AF8335
 AF8335                          STATION DESCRIPTION
 AF8335
 AF8335'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8335'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF VIVIAN, 5.0 WEST
 AF8335'OF HOSSTON AND 22.0 MI (35.4 KM) NORTH OF SHREVEPORT.
 AF8335'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8335'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 2 IN
 AF8335'VIVIAN, GO EAST FOR 1.2 MI (1.9 KM) ON HIGHWAY 2 TO THE STATION SET ON
 AF8335'THE LEFT AT THE CHILES OIL FIELD SUPPLY BUILDING.  THE STATION IS 34.0
 AF8335'FT (10.4 M) SOUTHEAST FROM THE CENTER OF THE WALK-IN DOORS TO THE
 AF8335'METAL BUILDING, 32.5 FT (9.9 M) NORTH-NORTHWEST FROM THE CENTER OF THE
 AF8335'HIGHWAY, 28.5 FT (8.7 M) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 AF8335'THE METAL BUILDING, 6.0 FT (1.8 M) EAST FROM UTILITY POLE WITH A
 AF8335'TRANSFORMER ATTACHED, 2.5 FT (0.8 M) WEST FROM A METAL WINTESS WITH A
 AF8335'SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M)
 AF8335'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8336 ***********************************************************************
 AF8336  DESIGNATION -  9 V 44
 AF8336  PID         -  AF8336
 AF8336  STATE/COUNTY-  LA/CADDO
 AF8336  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8336
 AF8336                         *CURRENT SURVEY CONTROL
 AF8336  ___________________________________________________________________
 AF8336* NAD 83(1986)-  32 51 41.     (N)    093 59 12.     (W)     SCALED    
 AF8336* NAVD 88     -        74.989  (meters)     246.03   (feet)  ADJUSTED  
 AF8336  ___________________________________________________________________
 AF8336  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AF8336  DYNAMIC HT  -          74.906 (meters)     245.75  (feet)  COMP
 AF8336  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 AF8336
 AF8336  VERT ORDER  -  SECOND    CLASS I
 AF8336
 AF8336.The horizontal coordinates were scaled from a topographic map and have
 AF8336.an estimated accuracy of +/- 6 seconds.
 AF8336
 AF8336.The orthometric height was determined by differential leveling
 AF8336.and adjusted by the National Geodetic Survey in September 1998..
 AF8336
 AF8336.The geoid height was determined by GEOID03.
 AF8336
 AF8336.The dynamic height is computed by dividing the NAVD 88
 AF8336.geopotential number by the normal gravity value computed on the
 AF8336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8336.degrees latitude (g = 980.6199 gals.).
 AF8336
 AF8336.The modeled gravity was interpolated from observed gravity values.
 AF8336
 AF8336;                    North         East    Units  Estimated Accuracy
 AF8336;SPC LA N     -   262,790.      860,850.      MT  (+/- 180 meters Scaled)
 AF8336
 AF8336                          SUPERSEDED SURVEY CONTROL
 AF8336
 AF8336.No superseded survey control is available for this station.
 AF8336
 AF8336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS076363(NAD 83)
 AF8336_MARKER: DD = SURVEY DISK
 AF8336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8336_STAMPING: 9V44 1992
 AF8336_MARK LOGO: LADTD 
 AF8336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8336+STABILITY: SURFACE MOTION
 AF8336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8336+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8336
 AF8336  HISTORY     - Date     Condition        Report By
 AF8336  HISTORY     - 1992     MONUMENTED       LADTD
 AF8336
 AF8336                          STATION DESCRIPTION
 AF8336
 AF8336'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8336'THE STATION IS LOCATED IN THE SOUTHERN PART OF VIVIAN SET BETWEEN
 AF8336'STATE HIGHWAY 1 AND THE KANSAS CITY SOUTHERN RAILROAD TRACKS.
 AF8336'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8336'REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 1 AND 2 IN
 AF8336'VIVIAN, GO SOUTH FOR 0.7 MI (1.1 KM) ON HIGHWAYS 1 AND 2 TO THE
 AF8336'STATION SET ON THE LEFT.  THE STATION IS 151.0 FT (46.0 M)
 AF8336'NORTH-NORTHWEST FROM THE CENTER OF CAMP ROAD, 37.0 FT (11.3 M)
 AF8336'EAST-NORTHEAST FROM THE CENTER OF THE HIGHWAY, 34.5 FT (10.5 M)
 AF8336'WEST-SOUTHWEST FROM THE WEST RAIL OF THE RAILROAD, 5.0 FT (1.5 M)
 AF8336'SOUTH-SOUTHEAST FROM A ROUND G.F.W.C.  LALLEGRO CLUB SIGN, FLUSH WITH
 AF8336'THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8337 ***********************************************************************
 AF8337  DESIGNATION -  9 V 45
 AF8337  PID         -  AF8337
 AF8337  STATE/COUNTY-  LA/CADDO
 AF8337  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8337
 AF8337                         *CURRENT SURVEY CONTROL
 AF8337  ___________________________________________________________________
 AF8337* NAD 83(1986)-  32 50 50.     (N)    093 58 58.     (W)     SCALED    
 AF8337* NAVD 88     -        66.206  (meters)     217.21   (feet)  ADJUSTED  
 AF8337  ___________________________________________________________________
 AF8337  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AF8337  DYNAMIC HT  -          66.133 (meters)     216.97  (feet)  COMP
 AF8337  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 AF8337
 AF8337  VERT ORDER  -  SECOND    CLASS I
 AF8337
 AF8337.The horizontal coordinates were scaled from a topographic map and have
 AF8337.an estimated accuracy of +/- 6 seconds.
 AF8337
 AF8337.The orthometric height was determined by differential leveling
 AF8337.and adjusted by the National Geodetic Survey in September 1998..
 AF8337
 AF8337.The geoid height was determined by GEOID03.
 AF8337
 AF8337.The dynamic height is computed by dividing the NAVD 88
 AF8337.geopotential number by the normal gravity value computed on the
 AF8337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8337.degrees latitude (g = 980.6199 gals.).
 AF8337
 AF8337.The modeled gravity was interpolated from observed gravity values.
 AF8337
 AF8337;                    North         East    Units  Estimated Accuracy
 AF8337;SPC LA N     -   261,210.      861,190.      MT  (+/- 180 meters Scaled)
 AF8337
 AF8337                          SUPERSEDED SURVEY CONTROL
 AF8337
 AF8337.No superseded survey control is available for this station.
 AF8337
 AF8337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS080347(NAD 83)
 AF8337_MARKER: DD = SURVEY DISK
 AF8337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8337_STAMPING: 9V45 1992
 AF8337_MARK LOGO: LADTD 
 AF8337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8337+STABILITY: SURFACE MOTION
 AF8337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8337+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8337
 AF8337  HISTORY     - Date     Condition        Report By
 AF8337  HISTORY     - 1992     MONUMENTED       LADTD
 AF8337
 AF8337                          STATION DESCRIPTION
 AF8337
 AF8337'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8337'THE STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) SOUTH OF VIVIAN, 4.5 MI
 AF8337'(7.2 KM) NORTHEAST OF TREES AND 6.0 MI (9.7 KM) NORTH OF OIL CITY.
 AF8337'OWNERSHIP--LOUISIANA DEPAARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8337'REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 1 AND 2 IN
 AF8337'VIVIAN, GO SOUTH FOR 1.7 MI (2.7 KM) ON HIGHWAYS 1 AND 2 TO THE
 AF8337'STATION SET ON THE LEFT NEAR A POWER POLE.  THE STATION IS 48.0 FT
 AF8337'(14.6 M) EAST-NORTHEAST FROM THE CENTER OF THE HIGHWAY, 31.0 FT (9.4
 AF8337'M) WEST-SOUTHWEST FROM A POWER POLE WITH TWO GUY WIRES ATTACHED, 4.0
 AF8337'FT (1.2 M) WEST FROM A GUY WIRE ANCHOR, 4.0 FT (1.2 M) WEST FROM A
 AF8337'METAL WITNESS POST WITH A METAL SIGN, FLUSH WITH THE GROUND SURFACE
 AF8337'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8338 ***********************************************************************
 AF8338  DESIGNATION -  9 V 46
 AF8338  PID         -  AF8338
 AF8338  STATE/COUNTY-  LA/CADDO
 AF8338  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8338
 AF8338                         *CURRENT SURVEY CONTROL
 AF8338  ___________________________________________________________________
 AF8338* NAD 83(1986)-  32 49 50.     (N)    093 58 57.     (W)     SCALED    
 AF8338* NAVD 88     -        62.785  (meters)     205.99   (feet)  ADJUSTED  
 AF8338  ___________________________________________________________________
 AF8338  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AF8338  DYNAMIC HT  -          62.716 (meters)     205.76  (feet)  COMP
 AF8338  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 AF8338
 AF8338  VERT ORDER  -  SECOND    CLASS I
 AF8338
 AF8338.The horizontal coordinates were scaled from a topographic map and have
 AF8338.an estimated accuracy of +/- 6 seconds.
 AF8338
 AF8338.The orthometric height was determined by differential leveling
 AF8338.and adjusted by the National Geodetic Survey in September 1998..
 AF8338
 AF8338.The geoid height was determined by GEOID03.
 AF8338
 AF8338.The dynamic height is computed by dividing the NAVD 88
 AF8338.geopotential number by the normal gravity value computed on the
 AF8338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8338.degrees latitude (g = 980.6199 gals.).
 AF8338
 AF8338.The modeled gravity was interpolated from observed gravity values.
 AF8338
 AF8338;                    North         East    Units  Estimated Accuracy
 AF8338;SPC LA N     -   259,360.      861,190.      MT  (+/- 180 meters Scaled)
 AF8338
 AF8338                          SUPERSEDED SURVEY CONTROL
 AF8338
 AF8338.No superseded survey control is available for this station.
 AF8338
 AF8338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS080329(NAD 83)
 AF8338_MARKER: DD = SURVEY DISK
 AF8338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8338_STAMPING: 9V46 1992
 AF8338_MARK LOGO: LADTD 
 AF8338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8338+STABILITY: SURFACE MOTION
 AF8338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8338+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8338
 AF8338  HISTORY     - Date     Condition        Report By
 AF8338  HISTORY     - 1992     MONUMENTED       LADTD
 AF8338
 AF8338                          STATION DESCRIPTION
 AF8338
 AF8338'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8338'THE STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTH OF VIVIAN, 4.0 MI
 AF8338'(6.4 KM) NORTHEAST OF TREES AND 5.0 NORTH OF OIL CITY.
 AF8338'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8338'REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 1 AND 2 IN
 AF8338'VIVIAN, GO SOUTH FOR 2.75 MI (4.43 KM) ON HIGHWAYS 1 AND 2 TO THE
 AF8338'STATION SET ON THE RIGHT NEAR A POWER POLE.  THE STATION IS 46.0 FT
 AF8338'(14.0 M) WEST FROM THE CENTER OF THE HIGHWAY, 3.5 FT (1.1 M) EAST FROM
 AF8338'A POWER POLE, 3.0 FT (0.9 M) SOUTH FROM A METAL WITNESS POST WITH A
 AF8338'SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M)
 AF8338'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8339 ***********************************************************************
 AF8339  DESIGNATION -  9 V 47
 AF8339  PID         -  AF8339
 AF8339  STATE/COUNTY-  LA/CADDO
 AF8339  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8339
 AF8339                         *CURRENT SURVEY CONTROL
 AF8339  ___________________________________________________________________
 AF8339* NAD 83(1986)-  32 48 43.     (N)    093 58 52.     (W)     SCALED    
 AF8339* NAVD 88     -        62.839  (meters)     206.16   (feet)  ADJUSTED  
 AF8339  ___________________________________________________________________
 AF8339  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AF8339  DYNAMIC HT  -          62.769 (meters)     205.93  (feet)  COMP
 AF8339  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 AF8339
 AF8339  VERT ORDER  -  SECOND    CLASS I
 AF8339
 AF8339.The horizontal coordinates were scaled from a topographic map and have
 AF8339.an estimated accuracy of +/- 6 seconds.
 AF8339
 AF8339.The orthometric height was determined by differential leveling
 AF8339.and adjusted by the National Geodetic Survey in September 1998..
 AF8339
 AF8339.The geoid height was determined by GEOID03.
 AF8339
 AF8339.The dynamic height is computed by dividing the NAVD 88
 AF8339.geopotential number by the normal gravity value computed on the
 AF8339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8339.degrees latitude (g = 980.6199 gals.).
 AF8339
 AF8339.The modeled gravity was interpolated from observed gravity values.
 AF8339
 AF8339;                    North         East    Units  Estimated Accuracy
 AF8339;SPC LA N     -   257,300.      861,290.      MT  (+/- 180 meters Scaled)
 AF8339
 AF8339                          SUPERSEDED SURVEY CONTROL
 AF8339
 AF8339.No superseded survey control is available for this station.
 AF8339
 AF8339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS081308(NAD 83)
 AF8339_MARKER: DD = SURVEY DISK
 AF8339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8339_STAMPING: 9V47 1992
 AF8339_MARK LOGO: LADTD 
 AF8339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8339+STABILITY: SURFACE MOTION
 AF8339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8339+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8339
 AF8339  HISTORY     - Date     Condition        Report By
 AF8339  HISTORY     - 1992     MONUMENTED       LADTD
 AF8339  HISTORY     - 19970729 GOOD             LADTD
 AF8339
 AF8339                          STATION DESCRIPTION
 AF8339
 AF8339'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8339'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST-NORTHEAST OF TREES,
 AF8339'3.7 MI (6.0 KM) NORTH OF OIL CITY AND 4.1 MI (6.6 KM) SOUTH OF VIVIAN.
 AF8339'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.  TO
 AF8339'REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 1 AND 2 IN
 AF8339'VIVIAN, GO SOUTH FOR 4.1 MI (6.6 KM) ON HIGHWAYS 1 AND 2 OR TO REACH
 AF8339'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 530 AND 538 IN THE
 AF8339'NORTH PART OF OIL CITY, GO NORTH FOR 2.25 MI (3.62 KM) ON HIGHWAY 538
 AF8339'TO THE JUNCTION WITH HIGHWAY 1, TURN RIGHT AND CONTINUE NORTH FOR 1.3
 AF8339'MI (2.1 KM) ON HIGHWAY 1 TO THE STATION SET IN THE NORTHWEST QUADRANT
 AF8339'OF THE WEST JUNCTION OF HIGHWAYS 1 AND 2.  THE STATION IS 98.5 FT
 AF8339'(30.0 M) NORTH FROM THE CENTER OF HIGHWAY 2, 58.5 FT (17.8 M) WEST
 AF8339'FROM THE CENTER OF HIGHWAYS 1 AND 2, 11.5 FT (3.5 M) SOUTH FROM
 AF8339'UTILITY BRAKER POLE 101A, 2.5 FT (0.8 M) EAST FROM A METAL WITNESS
 AF8339'POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0
 AF8339'FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
 AF8339
 AF8339                          STATION RECOVERY (1997)
 AF8339
 AF8339'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 AF8339'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1420 ***********************************************************************
 AI1420  DESIGNATION -  9 V 48 RESET
 AI1420  PID         -  AI1420
 AI1420  STATE/COUNTY-  LA/CADDO
 AI1420  USGS QUAD   -  VIVIAN SOUTH (1971)
 AI1420
 AI1420                         *CURRENT SURVEY CONTROL
 AI1420  ___________________________________________________________________
 AI1420* NAD 83(1986)-  32 47 47.     (N)    093 58 50.     (W)     SCALED    
 AI1420* NAVD 88     -        58.395  (meters)     191.58   (feet)  ADJUSTED  
 AI1420  ___________________________________________________________________
 AI1420  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AI1420  DYNAMIC HT  -          58.331 (meters)     191.37  (feet)  COMP
 AI1420  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 AI1420
 AI1420  VERT ORDER  -  SECOND    CLASS I
 AI1420
 AI1420.The horizontal coordinates were scaled from a topographic map and have
 AI1420.an estimated accuracy of +/- 6 seconds.
 AI1420
 AI1420.The orthometric height was determined by differential leveling
 AI1420.and adjusted by the National Geodetic Survey in March 2001..
 AI1420
 AI1420.The geoid height was determined by GEOID03.
 AI1420
 AI1420.The dynamic height is computed by dividing the NAVD 88
 AI1420.geopotential number by the normal gravity value computed on the
 AI1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1420.degrees latitude (g = 980.6199 gals.).
 AI1420
 AI1420.The modeled gravity was interpolated from observed gravity values.
 AI1420
 AI1420;                    North         East    Units  Estimated Accuracy
 AI1420;SPC LA N     -   255,570.      861,320.      MT  (+/- 180 meters Scaled)
 AI1420
 AI1420                          SUPERSEDED SURVEY CONTROL
 AI1420
 AI1420.No superseded survey control is available for this station.
 AI1420
 AI1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS081291(NAD 83)
 AI1420_MARKER: DD = SURVEY DISK
 AI1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1420_STAMPING: 9V48 RESET 1997
 AI1420_MARK LOGO: LADTD 
 AI1420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1420+STABILITY: SURFACE MOTION
 AI1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1420+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1420
 AI1420  HISTORY     - Date     Condition        Report By
 AI1420  HISTORY     - 1997     MONUMENTED       LADTD
 AI1420
 AI1420                          STATION DESCRIPTION
 AI1420
 AI1420'DESCRIBED BY LA TRANSP AND DEV 1997 (SLC)
 AI1420'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF TREES, 2.7 MI
 AI1420'(4.3 KM) NORTH OF OIL CITY AND 5.2 MI (8.4 KM) SOUTH OF VIVIAN.
 AI1420'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AI1420'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 530 AND 538 IN
 AI1420'THE NORTH PART OF OIL CITY, GO NORTH FOR 2.25 MI (3.62 KM) ON HIGHWAY
 AI1420'538 TO THE JUNCTION WITH STATE HIGHWAY 1, TURN RIGHT AND CONTINUE
 AI1420'NORTH FOR 0.2 MI (0.3 KM) ON HIGHWAY 1 TO THE STATION SET ON THE RIGHT
 AI1420'AT A PIPELINE CROSSING.  THE STATION IS 113.5 FT (34.6 M) WEST FROM
 AI1420'THE WEST RAIL OF THE MAIN TRACK OF THE KANSAS CITY SOUTHERN RAILROAD,
 AI1420'79.0 FT (24.1 M) SOUTH FROM THE EXTENDED CENTER OF THE ARK PUMP STA RD
 AI1420'LEADING WEST, 63.5 FT (19.4 M) EAST FROM THE CENTER OF HIGHWAY 1, 16.0
 AI1420'FT (4.9 M) SOUTH-SOUTHWEST FROM A VENT PIPE FOR PIPELINE, 1.5 FT (0.5
 AI1420'M) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH THE
 AI1420'GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE
 AI1420'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8341 ***********************************************************************
 AF8341  DESIGNATION -  9 V 49
 AF8341  PID         -  AF8341
 AF8341  STATE/COUNTY-  LA/CADDO
 AF8341  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8341
 AF8341                         *CURRENT SURVEY CONTROL
 AF8341  ___________________________________________________________________
 AF8341* NAD 83(1986)-  32 46 37.     (N)    093 58 36.     (W)     SCALED    
 AF8341* NAVD 88     -        55.634  (meters)     182.53   (feet)  ADJUSTED  
 AF8341  ___________________________________________________________________
 AF8341  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AF8341  DYNAMIC HT  -          55.573 (meters)     182.33  (feet)  COMP
 AF8341  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 AF8341
 AF8341  VERT ORDER  -  SECOND    CLASS I
 AF8341
 AF8341.The horizontal coordinates were scaled from a topographic map and have
 AF8341.an estimated accuracy of +/- 6 seconds.
 AF8341
 AF8341.The orthometric height was determined by differential leveling
 AF8341.and adjusted by the National Geodetic Survey in September 1998..
 AF8341
 AF8341.The geoid height was determined by GEOID03.
 AF8341
 AF8341.The dynamic height is computed by dividing the NAVD 88
 AF8341.geopotential number by the normal gravity value computed on the
 AF8341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8341.degrees latitude (g = 980.6199 gals.).
 AF8341
 AF8341.The modeled gravity was interpolated from observed gravity values.
 AF8341
 AF8341;                    North         East    Units  Estimated Accuracy
 AF8341;SPC LA N     -   253,410.      861,660.      MT  (+/- 180 meters Scaled)
 AF8341
 AF8341                          SUPERSEDED SURVEY CONTROL
 AF8341
 AF8341.No superseded survey control is available for this station.
 AF8341
 AF8341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS085269(NAD 83)
 AF8341_MARKER: DD = SURVEY DISK
 AF8341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8341_STAMPING: 9V49 1992
 AF8341_MARK LOGO: LADTD 
 AF8341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8341+STABILITY: SURFACE MOTION
 AF8341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8341+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8341
 AF8341  HISTORY     - Date     Condition        Report By
 AF8341  HISTORY     - 1992     MONUMENTED       LADTD
 AF8341  HISTORY     - 19970729 GOOD             LADTD
 AF8341
 AF8341                          STATION DESCRIPTION
 AF8341
 AF8341'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8341'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTH OF OIL CITY, 2.5 MI
 AF8341'(4.0 KM) EAST OF TREES AND 7.5 MI (12.1 KM) SOUTH OF VIVIAN.
 AF8341'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8341'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 530 AND 538 IN
 AF8341'THE NORTH PART OF OIL CITY, GO NORTH FOR 1.15 MI (1.85 KM) ON HIGHWAY
 AF8341'538 TO THE STATION SET ON THE RIGHT IN FRONT OF BOBBYS MUD BOG.  THE
 AF8341'STATION IS 38.0 FT (11.6 M) NORTH FROM THE CENTER OF THE DRIVE INTO
 AF8341'THE MUD BOG, 32.5 FT (9.9 M) EAST FROM THE CENTER OF THE HIGHWAY, 18.0
 AF8341'FT (5.5 M) NORTH-NORTHEAST FROM THE NORTH END OF A METAL CULVERT UNDER
 AF8341'THE DRIVE, 1.5 FT (0.5 M) WEST FROM A CABLE FENCE, 1.5 FT (0.5 M) WEST
 AF8341'FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND
 AF8341'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 AF8341
 AF8341                          STATION RECOVERY (1997)
 AF8341
 AF8341'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 AF8341'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2365 ***********************************************************************
 CQ2365  DESIGNATION -  9 V 5
 CQ2365  PID         -  CQ2365
 CQ2365  STATE/COUNTY-  LA/CADDO
 CQ2365  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2365
 CQ2365                         *CURRENT SURVEY CONTROL
 CQ2365  ___________________________________________________________________
 CQ2365* NAD 83(1986)-  32 16 19.     (N)    093 55 31.     (W)     SCALED    
 CQ2365* NAVD 88     -        67.187  (meters)     220.43   (feet)  ADJUSTED  
 CQ2365  ___________________________________________________________________
 CQ2365  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2365  DYNAMIC HT  -          67.110 (meters)     220.18  (feet)  COMP
 CQ2365  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CQ2365
 CQ2365  VERT ORDER  -  SECOND    CLASS I
 CQ2365
 CQ2365.The horizontal coordinates were scaled from a topographic map and have
 CQ2365.an estimated accuracy of +/- 6 seconds.
 CQ2365
 CQ2365.The orthometric height was determined by differential leveling
 CQ2365.and adjusted by the National Geodetic Survey in June 1991..
 CQ2365
 CQ2365.The geoid height was determined by GEOID03.
 CQ2365
 CQ2365.The dynamic height is computed by dividing the NAVD 88
 CQ2365.geopotential number by the normal gravity value computed on the
 CQ2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2365.degrees latitude (g = 980.6199 gals.).
 CQ2365
 CQ2365.The modeled gravity was interpolated from observed gravity values.
 CQ2365
 CQ2365;                    North         East    Units  Estimated Accuracy
 CQ2365;SPC LA N     -   197,350.      865,730.      MT  (+/- 180 meters Scaled)
 CQ2365
 CQ2365                          SUPERSEDED SURVEY CONTROL
 CQ2365
 CQ2365  NGVD 29 (??/??/??)   67.252  (m)          220.64   (f) ADJUSTED    2 1
 CQ2365
 CQ2365.Superseded values are not recommended for survey control.
 CQ2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2365.See file dsdata.txt to determine how the superseded data were derived.
 CQ2365
 CQ2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR128709(NAD 83)
 CQ2365_MARKER: DD = SURVEY DISK
 CQ2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2365_STAMPING: 9V5 1969
 CQ2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2365+STABILITY: SURFACE MOTION
 CQ2365
 CQ2365  HISTORY     - Date     Condition        Report By
 CQ2365  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2365  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ2365
 CQ2365                          STATION DESCRIPTION
 CQ2365
 CQ2365'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2365'6.75 MI N FROM KEATCHIE.
 CQ2365'LOCATED 6.75 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ2365'OF LOUISIANA HIGHWAY 5 AND LOUISIANA HIGHWAY 172 AND LOUISIANA HIGHWAY
 CQ2365'789 IN KEATCHIE TO THE MARK ON THE LEFT.  IT IS 147 FEET WEST OF THE
 CQ2365'CENTERLINE OF A SMALL TIMBER BRIDGE ON OLD LOUISIANA HIGHWAY 789 IN
 CQ2365'THE SOUTH EDGE OF A FIELD, 141 FEET WEST OF THE NORTH END OF A 24 INCH
 CQ2365'CONCRETE SIDEDRAIN PIPE, 104 FEET EAST OF A 20 INCH TWIN OAK TREE AND
 CQ2365'7 FEET SOUTH OF A 18 INCH TWIN HACKBERRY TREE.  IT IS SET IN THE TOP
 CQ2365'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A STEEL
 CQ2365'WITNESS POST IS SET 2 FEET WEST OF THE MARK. SECTION 29, T 15N, R 15W.
 CQ2365
 CQ2365                          STATION RECOVERY (1995)
 CQ2365
 CQ2365'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8342 ***********************************************************************
 AF8342  DESIGNATION -  9 V 50
 AF8342  PID         -  AF8342
 AF8342  STATE/COUNTY-  LA/CADDO
 AF8342  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8342
 AF8342                         *CURRENT SURVEY CONTROL
 AF8342  ___________________________________________________________________
 AF8342* NAD 83(1986)-  32 45 44.     (N)    093 58 28.     (W)     SCALED    
 AF8342* NAVD 88     -        58.924  (meters)     193.32   (feet)  ADJUSTED  
 AF8342  ___________________________________________________________________
 AF8342  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AF8342  DYNAMIC HT  -          58.859 (meters)     193.11  (feet)  COMP
 AF8342  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 AF8342
 AF8342  VERT ORDER  -  SECOND    CLASS I
 AF8342
 AF8342.The horizontal coordinates were scaled from a topographic map and have
 AF8342.an estimated accuracy of +/- 6 seconds.
 AF8342
 AF8342.The orthometric height was determined by differential leveling
 AF8342.and adjusted by the National Geodetic Survey in September 1998..
 AF8342
 AF8342.The geoid height was determined by GEOID03.
 AF8342
 AF8342.The dynamic height is computed by dividing the NAVD 88
 AF8342.geopotential number by the normal gravity value computed on the
 AF8342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8342.degrees latitude (g = 980.6199 gals.).
 AF8342
 AF8342.The modeled gravity was interpolated from observed gravity values.
 AF8342
 AF8342;                    North         East    Units  Estimated Accuracy
 AF8342;SPC LA N     -   251,770.      861,840.      MT  (+/- 180 meters Scaled)
 AF8342
 AF8342                          SUPERSEDED SURVEY CONTROL
 AF8342
 AF8342.No superseded survey control is available for this station.
 AF8342
 AF8342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS087253(NAD 83)
 AF8342_MARKER: DD = SURVEY DISK
 AF8342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8342_STAMPING: 9V50 1992
 AF8342_MARK LOGO: LADH  
 AF8342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8342+STABILITY: SURFACE MOTION
 AF8342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8342+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8342
 AF8342  HISTORY     - Date     Condition        Report By
 AF8342  HISTORY     - 1992     MONUMENTED       LADTD
 AF8342
 AF8342                          STATION DESCRIPTION
 AF8342
 AF8342'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8342'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS 530 AND 538
 AF8342'IN THE NORTH PART OF OIL CITY.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AF8342'TRANSPORTATION AND DEVELOPMENT.  THE STATION IS 53.0 FT (16.2 M) EAST
 AF8342'FROM THE CENTER OF HIGHWAY 538, 34.0 FT (10.4 M) SOUTH FROM THE CENTER
 AF8342'OF HIGHWAY 530 LEADING EAST, 3.0 FT (0.9 M) NORTH-NORTHWEST FROM A
 AF8342'PIPE FENCE, 2.5 FT (0.8 M) NORTH-NORTHWEST FROM A METAL WITNESS POST
 AF8342'WITH A SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL
 AF8342'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8343 ***********************************************************************
 AF8343  DESIGNATION -  9 V 51
 AF8343  PID         -  AF8343
 AF8343  STATE/COUNTY-  LA/CADDO
 AF8343  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8343
 AF8343                         *CURRENT SURVEY CONTROL
 AF8343  ___________________________________________________________________
 AF8343* NAD 83(1986)-  32 45 55.     (N)    093 57 28.     (W)     SCALED    
 AF8343* NAVD 88     -        53.588  (meters)     175.81   (feet)  ADJUSTED  
 AF8343  ___________________________________________________________________
 AF8343  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AF8343  DYNAMIC HT  -          53.529 (meters)     175.62  (feet)  COMP
 AF8343  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 AF8343
 AF8343  VERT ORDER  -  SECOND    CLASS I
 AF8343
 AF8343.The horizontal coordinates were scaled from a topographic map and have
 AF8343.an estimated accuracy of +/- 6 seconds.
 AF8343
 AF8343.The orthometric height was determined by differential leveling
 AF8343.and adjusted by the National Geodetic Survey in September 1998..
 AF8343
 AF8343.The geoid height was determined by GEOID03.
 AF8343
 AF8343.The dynamic height is computed by dividing the NAVD 88
 AF8343.geopotential number by the normal gravity value computed on the
 AF8343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8343.degrees latitude (g = 980.6199 gals.).
 AF8343
 AF8343.The modeled gravity was interpolated from observed gravity values.
 AF8343
 AF8343;                    North         East    Units  Estimated Accuracy
 AF8343;SPC LA N     -   252,090.      863,410.      MT  (+/- 180 meters Scaled)
 AF8343
 AF8343                          SUPERSEDED SURVEY CONTROL
 AF8343
 AF8343.No superseded survey control is available for this station.
 AF8343
 AF8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS102256(NAD 83)
 AF8343_MARKER: DD = SURVEY DISK
 AF8343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8343_STAMPING: 9V51 1992
 AF8343_MARK LOGO: LADH  
 AF8343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8343+STABILITY: SURFACE MOTION
 AF8343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8343+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8343
 AF8343  HISTORY     - Date     Condition        Report By
 AF8343  HISTORY     - 1992     MONUMENTED       LADTD
 AF8343
 AF8343                          STATION DESCRIPTION
 AF8343
 AF8343'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8343'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF OIL CITY, 7.5 MI
 AF8343'(12.1 KM) SOUTH OF VIVIAN AND 7.8 MI (12.6 KM) WEST OF BELCHER.
 AF8343'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8343'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 530 AND 538 IN
 AF8343'THE NORTH PART OF OIL CITY, GO EAST FOR 1.0 MI (1.6 KM) ON HIGHWAY 530
 AF8343'TO THE STATION SET ON THE RIGHT.  THE STATION IS 29.0 FT (8.8 M)
 AF8343'SOUTH-SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 13.0 FT (4.0 M)
 AF8343'WEST-SOUTHWEST FROM THE CENTER OF A DRIVE, 4.0 FT (1.2 M) WEST FROM
 AF8343'THE EAST CORNER POST OF A FENCE, 4.0 FT (1.2 M) NORTHEAST FROM THE
 AF8343'WEST BRACE POST IN THE FENCE, 1.5 FT (0.5 M) NORTH-NORTHWEST FROM A
 AF8343'METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE
 AF8343'AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8344 ***********************************************************************
 AF8344  DESIGNATION -  9 V 52
 AF8344  PID         -  AF8344
 AF8344  STATE/COUNTY-  LA/CADDO
 AF8344  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8344
 AF8344                         *CURRENT SURVEY CONTROL
 AF8344  ___________________________________________________________________
 AF8344* NAD 83(1986)-  32 46 07.     (N)    093 56 32.     (W)     SCALED    
 AF8344* NAVD 88     -        53.925  (meters)     176.92   (feet)  ADJUSTED  
 AF8344  ___________________________________________________________________
 AF8344  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AF8344  DYNAMIC HT  -          53.866 (meters)     176.73  (feet)  COMP
 AF8344  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 AF8344
 AF8344  VERT ORDER  -  SECOND    CLASS I
 AF8344
 AF8344.The horizontal coordinates were scaled from a topographic map and have
 AF8344.an estimated accuracy of +/- 6 seconds.
 AF8344
 AF8344.The orthometric height was determined by differential leveling
 AF8344.and adjusted by the National Geodetic Survey in September 1998..
 AF8344
 AF8344.The geoid height was determined by GEOID03.
 AF8344
 AF8344.The dynamic height is computed by dividing the NAVD 88
 AF8344.geopotential number by the normal gravity value computed on the
 AF8344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8344.degrees latitude (g = 980.6199 gals.).
 AF8344
 AF8344.The modeled gravity was interpolated from observed gravity values.
 AF8344
 AF8344;                    North         East    Units  Estimated Accuracy
 AF8344;SPC LA N     -   252,440.      864,870.      MT  (+/- 180 meters Scaled)
 AF8344
 AF8344                          SUPERSEDED SURVEY CONTROL
 AF8344
 AF8344.No superseded survey control is available for this station.
 AF8344
 AF8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS117260(NAD 83)
 AF8344_MARKER: DD = SURVEY DISK
 AF8344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8344_STAMPING: 9V52 1992
 AF8344_MARK LOGO: LADH  
 AF8344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8344+STABILITY: SURFACE MOTION
 AF8344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8344+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8344
 AF8344  HISTORY     - Date     Condition        Report By
 AF8344  HISTORY     - 1992     MONUMENTED       LADTD
 AF8344
 AF8344                          STATION DESCRIPTION
 AF8344
 AF8344'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8344'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF OIL CITY, 6.9 MI
 AF8344'(11.1 KM) WEST OF BELCHER AND 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF
 AF8344'VIVIAN.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8344'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AF8344'530 AND 538 IN THE NORTH PART OF OIL CITY, GO EAST FOR 1.95 MI (3.14
 AF8344'KM) ON HIGHWAY 530 TO THE STATION SET ON THE RIGHT NEAR A TELEPHONE
 AF8344'POLE.  THE STATION IS 72.0 FT (21.9 M) EAST-NORTHEAST FROM POWER POLE
 AF8344'NUMBER 38, 60.5 FT (18.4 M) SOUTH-SOUTHWEST FROM TELEPHONE JUNCTION
 AF8344'BOX NUMBER P 46, 42.0 FT (12.8 M) EAST-NORTHEAST FROM THE CENTER OF A
 AF8344'DRIVE INTO THE ROSS OPERATING COMPANY, 24.0 FT (7.3 M) SOUTH-SOUTHEAST
 AF8344'FROM THE CENTER OF THE HIGHWAY, 2.5 FT (0.8 M) NORTH FROM A METAL
 AF8344'WITNESS POST WITH A SIGN ATTACHED, 2.0 FT (0.6 M) NORTH-NORTHWEST FROM
 AF8344'TELEPHONE POLE NUMBER 49, FLUSH WITH THE GROUND SURFACE AND ABOUT
 AF8344'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8345 ***********************************************************************
 AF8345  DESIGNATION -  9 V 53
 AF8345  PID         -  AF8345
 AF8345  STATE/COUNTY-  LA/CADDO
 AF8345  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8345
 AF8345                         *CURRENT SURVEY CONTROL
 AF8345  ___________________________________________________________________
 AF8345* NAD 83(1986)-  32 46 18.     (N)    093 54 55.     (W)     SCALED    
 AF8345* NAVD 88     -        53.638  (meters)     175.98   (feet)  ADJUSTED  
 AF8345  ___________________________________________________________________
 AF8345  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AF8345  DYNAMIC HT  -          53.578 (meters)     175.78  (feet)  COMP
 AF8345  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 AF8345
 AF8345  VERT ORDER  -  SECOND    CLASS I
 AF8345
 AF8345.The horizontal coordinates were scaled from a topographic map and have
 AF8345.an estimated accuracy of +/- 6 seconds.
 AF8345
 AF8345.The orthometric height was determined by differential leveling
 AF8345.and adjusted by the National Geodetic Survey in September 1998..
 AF8345
 AF8345.The geoid height was determined by GEOID03.
 AF8345
 AF8345.The dynamic height is computed by dividing the NAVD 88
 AF8345.geopotential number by the normal gravity value computed on the
 AF8345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8345.degrees latitude (g = 980.6199 gals.).
 AF8345
 AF8345.The modeled gravity was interpolated from observed gravity values.
 AF8345
 AF8345;                    North         East    Units  Estimated Accuracy
 AF8345;SPC LA N     -   252,750.      867,400.      MT  (+/- 180 meters Scaled)
 AF8345
 AF8345                          SUPERSEDED SURVEY CONTROL
 AF8345
 AF8345.No superseded survey control is available for this station.
 AF8345
 AF8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS142263(NAD 83)
 AF8345_MARKER: DD = SURVEY DISK
 AF8345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8345_STAMPING: 9V53 1992
 AF8345_MARK LOGO: LADH  
 AF8345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8345+STABILITY: SURFACE MOTION
 AF8345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8345+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8345
 AF8345  HISTORY     - Date     Condition        Report By
 AF8345  HISTORY     - 1992     MONUMENTED       LADTD
 AF8345
 AF8345                          STATION DESCRIPTION
 AF8345
 AF8345'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8345'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF OIL CITY, 5.3 MI
 AF8345'(8.5 KM) WEST OF BELCHER AND 8.0 MI (12.9 KM) SOUTHEAST OF VIVIAN.
 AF8345'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8345'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 530 AND 538 IN
 AF8345'THE NORTH PART OF OIL CITY, GO EAST FOR 3.5 MI (5.6 KM) ON HIGHWAY 530
 AF8345'TO THE STATION SET ON THE LEFT IN FRONT OF A FENCED IN OIL STORAGE
 AF8345'AREA.  THE STATION IS 39.0 FT (11.9 M) NORTH FROM THE CENTER OF THE
 AF8345'HIGHWAY, 25.0 FT (7.6 M) EAST FROM THE CENTER OF THE WEST DRIVE INTO
 AF8345'THE STORAGE AREA, 1.0 FT (0.3 M) SOUTH FROM A CHAIN LINK FENCE, 1.0 FT
 AF8345'(0.3 M) SOUTH FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH
 AF8345'WITH THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 AF8345'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8346 ***********************************************************************
 AF8346  DESIGNATION -  9 V 54
 AF8346  PID         -  AF8346
 AF8346  STATE/COUNTY-  LA/CADDO
 AF8346  USGS QUAD   -  VIVIAN SOUTH (1971)
 AF8346
 AF8346                         *CURRENT SURVEY CONTROL
 AF8346  ___________________________________________________________________
 AF8346* NAD 83(1986)-  32 46 11.     (N)    093 53 35.     (W)     SCALED    
 AF8346* NAVD 88     -        54.158  (meters)     177.68   (feet)  ADJUSTED  
 AF8346  ___________________________________________________________________
 AF8346  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AF8346  DYNAMIC HT  -          54.098 (meters)     177.49  (feet)  COMP
 AF8346  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 AF8346
 AF8346  VERT ORDER  -  SECOND    CLASS I
 AF8346
 AF8346.The horizontal coordinates were scaled from a topographic map and have
 AF8346.an estimated accuracy of +/- 6 seconds.
 AF8346
 AF8346.The orthometric height was determined by differential leveling
 AF8346.and adjusted by the National Geodetic Survey in September 1998..
 AF8346
 AF8346.The geoid height was determined by GEOID03.
 AF8346
 AF8346.The dynamic height is computed by dividing the NAVD 88
 AF8346.geopotential number by the normal gravity value computed on the
 AF8346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8346.degrees latitude (g = 980.6199 gals.).
 AF8346
 AF8346.The modeled gravity was interpolated from observed gravity values.
 AF8346
 AF8346;                    North         East    Units  Estimated Accuracy
 AF8346;SPC LA N     -   252,510.      869,480.      MT  (+/- 180 meters Scaled)
 AF8346
 AF8346                          SUPERSEDED SURVEY CONTROL
 AF8346
 AF8346.No superseded survey control is available for this station.
 AF8346
 AF8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS163261(NAD 83)
 AF8346_MARKER: DD = SURVEY DISK
 AF8346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8346_STAMPING: 9V54 1992
 AF8346_MARK LOGO: LADTD 
 AF8346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8346+STABILITY: SURFACE MOTION
 AF8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8346+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8346
 AF8346  HISTORY     - Date     Condition        Report By
 AF8346  HISTORY     - 1992     MONUMENTED       LADTD
 AF8346
 AF8346                          STATION DESCRIPTION
 AF8346
 AF8346'DESCRIBED BY LA TRANSP AND DEV 1992 (TLH)
 AF8346'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF BELCHER, 4.8 MI
 AF8346'(7.7 KM) EAST OF OIL CITY AND 8.2 MI (13.2 KM) SOUTHEAST OF VIVIAN.
 AF8346'OWENERSHIP--LOUISIANA DEPARTNENT OF TRANDPORTATION AND DEVELOPMENT. TO
 AF8346'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 530 AND 538 IN
 AF8346'THE NORTH PART OF OIL CITY, GO EAST FOR 4.85 MI (7.81 KM) ON HIGHWAY
 AF8346'530 OR TO REACH THE STATION FROM THE POST OFFICE IN BELCHER GO WEST
 AF8346'FOR 0.9 MI (1.4 KM) ON HIGHWAY 530 TO THE JUNCTION WITH U.S. HIGHWAY
 AF8346'71, CONTINUE WEST FOR 3.1 MI (5.0 KM) ON HIGHWAY 530 TO THE STATION
 AF8346'SET ON THE RIGHT NEAR A METAL BUILDING.  THE STATION IS 27.5 FT (8.4
 AF8346'M) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE METAL BUILDING,
 AF8346'27.0 FT (8.2 M) NORTH FROM THE CENTER OF THE HIGHWAY, 16.0 FT (4.9 M)
 AF8346'WEST FROM THE CENTER OF DOUBLE GATES IN A PIPE FENCE, 3.0 FT (0.9 M)
 AF8346'SOUTH FROM THE PIPE FENCE, 2.5 FT (0.8 M) SOUTH FROM A METAL WITNESS
 AF8346'POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 1.0
 AF8346'FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8348 ***********************************************************************
 AF8348  DESIGNATION -  9 V 55
 AF8348  PID         -  AF8348
 AF8348  STATE/COUNTY-  LA/CADDO
 AF8348  USGS QUAD   -  GILLIAM (1971)
 AF8348
 AF8348                         *CURRENT SURVEY CONTROL
 AF8348  ___________________________________________________________________
 AF8348* NAD 83(1986)-  32 45 45.     (N)    093 51 21.     (W)     SCALED    
 AF8348* NAVD 88     -        56.475  (meters)     185.29   (feet)  ADJUSTED  
 AF8348  ___________________________________________________________________
 AF8348  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AF8348  DYNAMIC HT  -          56.412 (meters)     185.08  (feet)  COMP
 AF8348  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 AF8348
 AF8348  VERT ORDER  -  SECOND    CLASS I
 AF8348
 AF8348.The horizontal coordinates were scaled from a topographic map and have
 AF8348.an estimated accuracy of +/- 6 seconds.
 AF8348
 AF8348.The orthometric height was determined by differential leveling
 AF8348.and adjusted by the National Geodetic Survey in September 1998..
 AF8348
 AF8348.The geoid height was determined by GEOID03.
 AF8348
 AF8348.The dynamic height is computed by dividing the NAVD 88
 AF8348.geopotential number by the normal gravity value computed on the
 AF8348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8348.degrees latitude (g = 980.6199 gals.).
 AF8348
 AF8348.The modeled gravity was interpolated from observed gravity values.
 AF8348
 AF8348;                    North         East    Units  Estimated Accuracy
 AF8348;SPC LA N     -   251,660.      872,960.      MT  (+/- 180 meters Scaled)
 AF8348
 AF8348                          SUPERSEDED SURVEY CONTROL
 AF8348
 AF8348.No superseded survey control is available for this station.
 AF8348
 AF8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS198252(NAD 83)
 AF8348_MARKER: DD = SURVEY DISK
 AF8348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8348_STAMPING: 9V55 1992
 AF8348_MARK LOGO: LADTD 
 AF8348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8348+STABILITY: SURFACE MOTION
 AF8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8348+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8348
 AF8348  HISTORY     - Date     Condition        Report By
 AF8348  HISTORY     - 1992     MONUMENTED       LAGS
 AF8348
 AF8348                          STATION DESCRIPTION
 AF8348
 AF8348'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1992 (TLH)
 AF8348'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF BELCHER, 7.3 MI
 AF8348'(11.7 KM) EAST OF OIL CITY AND 9.5 MI (15.3 KM) SOUTHEAST OF VIVIAN.
 AF8348'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8348'REACH THE STATION FROM THE POST OFFICE IN BELCHER GO WEST FOR 0.9 MI
 AF8348'(1.4 KM) ON HIGHWAY 530 TO THE JUNCTION WITH U.S.  HIGHWAY 71,
 AF8348'CONTINUE WEST FOR 0.65 MI (1.05 KM) TO THE STATION SET ON THE RIGHT
 AF8348'NEAR THE ELIZABITH CHURCH.  THE STATION IS 45.0 FT (13.7 M)
 AF8348'WEST-NORTHWEST FROM THE SOUTHWEST CONRER OF THE CHURCH, 41.5 FT (12.6
 AF8348'M) NORTHEAST FROM THE CENTER OF THE HIGHWAY, 26.0 FT (7.9 M)
 AF8348'NORTH-NORTHWEST FROM THE WEST END OF A CONCRETE CULVERT, 3.0 FT (0.9
 AF8348'M) SOUTHEAST FROM A SERVICE POLE WITH A SECURITY LIGHT ATTACHED, 1.5
 AF8348'FT (0.5 M) SOUTHWEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED,
 AF8348'FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8349 ***********************************************************************
 AF8349  DESIGNATION -  9 V 56
 AF8349  PID         -  AF8349
 AF8349  STATE/COUNTY-  LA/CADDO
 AF8349  USGS QUAD   -  GILLIAM (1971)
 AF8349
 AF8349                         *CURRENT SURVEY CONTROL
 AF8349  ___________________________________________________________________
 AF8349* NAD 83(1986)-  32 45 19.     (N)    093 50 14.     (W)     SCALED    
 AF8349* NAVD 88     -        56.144  (meters)     184.20   (feet)  ADJUSTED  
 AF8349  ___________________________________________________________________
 AF8349  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AF8349  DYNAMIC HT  -          56.081 (meters)     183.99  (feet)  COMP
 AF8349  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 AF8349
 AF8349  VERT ORDER  -  SECOND    CLASS I
 AF8349
 AF8349.The horizontal coordinates were scaled from a topographic map and have
 AF8349.an estimated accuracy of +/- 6 seconds.
 AF8349
 AF8349.The orthometric height was determined by differential leveling
 AF8349.and adjusted by the National Geodetic Survey in September 1998..
 AF8349
 AF8349.The geoid height was determined by GEOID03.
 AF8349
 AF8349.The dynamic height is computed by dividing the NAVD 88
 AF8349.geopotential number by the normal gravity value computed on the
 AF8349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8349.degrees latitude (g = 980.6199 gals.).
 AF8349
 AF8349.The modeled gravity was interpolated from observed gravity values.
 AF8349
 AF8349;                    North         East    Units  Estimated Accuracy
 AF8349;SPC LA N     -   250,840.      874,690.      MT  (+/- 180 meters Scaled)
 AF8349
 AF8349                          SUPERSEDED SURVEY CONTROL
 AF8349
 AF8349.No superseded survey control is available for this station.
 AF8349
 AF8349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS215244(NAD 83)
 AF8349_MARKER: DD = SURVEY DISK
 AF8349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8349_STAMPING: 9V56 1992
 AF8349_MARK LOGO: LADTD 
 AF8349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8349+STABILITY: SURFACE MOTION
 AF8349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8349+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF8349
 AF8349  HISTORY     - Date     Condition        Report By
 AF8349  HISTORY     - 1992     MONUMENTED       LAGS
 AF8349
 AF8349                          STATION DESCRIPTION
 AF8349
 AF8349'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1992 (TLH)
 AF8349'THE STATION IS LOCATED ABOUT 0.4 MI (0.6 KM) EAST OF BELCHER, 8.5 MI
 AF8349'(13.7 KM) WEST OF OIL CITY AND 10.5 MI (16.9 KM) SOUTHEAST OF VIVIAN.
 AF8349'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.  TO
 AF8349'REACH THE STATION FROM THE POST OFFICE IN BELCHER, GO WEST FOR 0.4 MI
 AF8349'(0.6 KM) ON STATE HIGHWAY 530 TO THE STATION SET ON THE RIGHT.  THE
 AF8349'STATION IS 90.0 FT (27.4 M) WEST AND ACROSS THE HIGHWAY FROM TELEPHONE
 AF8349'JUNCTION BOX NUMBER 8000-16-LP-1, 25.5 FT (7.8 M) NORTHEAST FROM THE
 AF8349'CENTER OF THE HIGHWAY, 3.5 FT (1.1 M) SOUTHWEST FROM A BARBED WIRE
 AF8349'FENCE, 3.0 FT (0.9 M) SOUTHWEST FROM A METAL WITNESS POST WITH A SIGN
 AF8349'ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 AF8349'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2364 ***********************************************************************
 CQ2364  DESIGNATION -  9 V 6
 CQ2364  PID         -  CQ2364
 CQ2364  STATE/COUNTY-  LA/CADDO
 CQ2364  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2364
 CQ2364                         *CURRENT SURVEY CONTROL
 CQ2364  ___________________________________________________________________
 CQ2364* NAD 83(1986)-  32 17 01.     (N)    093 55 43.     (W)     SCALED    
 CQ2364* NAVD 88     -        75.369  (meters)     247.27   (feet)  ADJUSTED  
 CQ2364  ___________________________________________________________________
 CQ2364  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ2364  DYNAMIC HT  -          75.283 (meters)     246.99  (feet)  COMP
 CQ2364  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CQ2364
 CQ2364  VERT ORDER  -  SECOND    CLASS I
 CQ2364
 CQ2364.The horizontal coordinates were scaled from a topographic map and have
 CQ2364.an estimated accuracy of +/- 6 seconds.
 CQ2364
 CQ2364.The orthometric height was determined by differential leveling
 CQ2364.and adjusted by the National Geodetic Survey in June 1991..
 CQ2364
 CQ2364.The geoid height was determined by GEOID03.
 CQ2364
 CQ2364.The dynamic height is computed by dividing the NAVD 88
 CQ2364.geopotential number by the normal gravity value computed on the
 CQ2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2364.degrees latitude (g = 980.6199 gals.).
 CQ2364
 CQ2364.The modeled gravity was interpolated from observed gravity values.
 CQ2364
 CQ2364;                    North         East    Units  Estimated Accuracy
 CQ2364;SPC LA N     -   198,650.      865,440.      MT  (+/- 180 meters Scaled)
 CQ2364
 CQ2364                          SUPERSEDED SURVEY CONTROL
 CQ2364
 CQ2364  NGVD 29 (??/??/??)   75.434  (m)          247.49   (f) ADJUSTED    2 1
 CQ2364
 CQ2364.Superseded values are not recommended for survey control.
 CQ2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2364.See file dsdata.txt to determine how the superseded data were derived.
 CQ2364
 CQ2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR125722(NAD 83)
 CQ2364_MARKER: DD = SURVEY DISK
 CQ2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2364_STAMPING: 9V6 1969
 CQ2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2364+STABILITY: SURFACE MOTION
 CQ2364
 CQ2364  HISTORY     - Date     Condition        Report By
 CQ2364  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2364  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ2364
 CQ2364                          STATION DESCRIPTION
 CQ2364
 CQ2364'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2364'7.51 MI N FROM KEATCHIE.
 CQ2364'LOCATED 7.51 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ2364'OF LOUISIANA HIGHWAY 5 AND LOUISIANA HIGHWAY 172 IN KEATCHIE, AND THE
 CQ2364'MARK ON THE LEFT.  IT IS 241 FEET SOUTHWEST OF LOUISIANA HIGHWAY 789,
 CQ2364'47 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK CHIMNEY OF THE
 CQ2364'RESIDENCE OF MR. GRAHAM, 41 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 CQ2364'MR. GRAHAMS RESIDENCE, 40 FEET SOUTHWEST OF A 36 INCH OAK TREE, 38
 CQ2364'FEET SOUTHWEST OF A POWER POLE AND 25 FEET NORTHWEST OF THE NORTHWEST
 CQ2364'CORNER OF A CONCRETE BLOCK PUMP HOUSE, IT IS SET IN THE TOP OF A
 CQ2364'CONCRETE POST FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 2
 CQ2364'FEET EAST OF THE MARK.  SECTION 17, T 15N, R 15W.
 CQ2364
 CQ2364                          STATION RECOVERY (1995)
 CQ2364
 CQ2364'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2363 ***********************************************************************
 CQ2363  DESIGNATION -  9 V 7
 CQ2363  PID         -  CQ2363
 CQ2363  STATE/COUNTY-  LA/CADDO
 CQ2363  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2363
 CQ2363                         *CURRENT SURVEY CONTROL
 CQ2363  ___________________________________________________________________
 CQ2363* NAD 83(1986)-  32 17 31.     (N)    093 56 37.     (W)     SCALED    
 CQ2363* NAVD 88     -        88.110  (meters)     289.07   (feet)  ADJUSTED  
 CQ2363  ___________________________________________________________________
 CQ2363  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2363  DYNAMIC HT  -          88.009 (meters)     288.74  (feet)  COMP
 CQ2363  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CQ2363
 CQ2363  VERT ORDER  -  SECOND    CLASS I
 CQ2363
 CQ2363.The horizontal coordinates were scaled from a topographic map and have
 CQ2363.an estimated accuracy of +/- 6 seconds.
 CQ2363
 CQ2363.The orthometric height was determined by differential leveling
 CQ2363.and adjusted by the National Geodetic Survey in June 1991..
 CQ2363
 CQ2363.The geoid height was determined by GEOID03.
 CQ2363
 CQ2363.The dynamic height is computed by dividing the NAVD 88
 CQ2363.geopotential number by the normal gravity value computed on the
 CQ2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2363.degrees latitude (g = 980.6199 gals.).
 CQ2363
 CQ2363.The modeled gravity was interpolated from observed gravity values.
 CQ2363
 CQ2363;                    North         East    Units  Estimated Accuracy
 CQ2363;SPC LA N     -   199,590.      864,040.      MT  (+/- 180 meters Scaled)
 CQ2363
 CQ2363                          SUPERSEDED SURVEY CONTROL
 CQ2363
 CQ2363  NGVD 29 (??/??/??)   88.174  (m)          289.28   (f) ADJUSTED    2 1
 CQ2363
 CQ2363.Superseded values are not recommended for survey control.
 CQ2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2363.See file dsdata.txt to determine how the superseded data were derived.
 CQ2363
 CQ2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR111731(NAD 83)
 CQ2363_MARKER: DD = SURVEY DISK
 CQ2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2363_STAMPING: 9V7 1969
 CQ2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2363+STABILITY: SURFACE MOTION
 CQ2363
 CQ2363  HISTORY     - Date     Condition        Report By
 CQ2363  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2363  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ2363
 CQ2363                          STATION DESCRIPTION
 CQ2363
 CQ2363'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2363'8.66 MI N FROM KEATCHIE.
 CQ2363'LOCATED 8.66 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ2363'OF LOUISIANA HIGHWAY 5 AND LOUISIANA HIGHWAY 172 IN KEATCHIE, AND THE
 CQ2363'MARK ON THE LEFT.  IT IS 142 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CQ2363'HIGHWAY 789, 94 FEET NORTHWEST OF A 18 INCH OAK TREE, 53 FEET
 CQ2363'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK CHIMNEY AND 26 FEET NORTH
 CQ2363'OF A 14 INCH CEDAR IN A FENCE LINE.  IT IS SET IN THE TOP OF A
 CQ2363'CONCRETE POST FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 2
 CQ2363'FEET WEST OF THE MARK.  SECTION 18, T 15N, R 15W.
 CQ2363
 CQ2363                          STATION RECOVERY (1994)
 CQ2363
 CQ2363'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2362 ***********************************************************************
 CQ2362  DESIGNATION -  9 V 8
 CQ2362  PID         -  CQ2362
 CQ2362  STATE/COUNTY-  LA/CADDO
 CQ2362  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2362
 CQ2362                         *CURRENT SURVEY CONTROL
 CQ2362  ___________________________________________________________________
 CQ2362* NAD 83(1986)-  32 18 19.     (N)    093 56 43.     (W)     SCALED    
 CQ2362* NAVD 88     -        82.860  (meters)     271.85   (feet)  ADJUSTED  
 CQ2362  ___________________________________________________________________
 CQ2362  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2362  DYNAMIC HT  -          82.766 (meters)     271.54  (feet)  COMP
 CQ2362  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CQ2362
 CQ2362  VERT ORDER  -  SECOND    CLASS I
 CQ2362
 CQ2362.The horizontal coordinates were scaled from a topographic map and have
 CQ2362.an estimated accuracy of +/- 6 seconds.
 CQ2362
 CQ2362.The orthometric height was determined by differential leveling
 CQ2362.and adjusted by the National Geodetic Survey in June 1991..
 CQ2362
 CQ2362.The geoid height was determined by GEOID03.
 CQ2362
 CQ2362.The dynamic height is computed by dividing the NAVD 88
 CQ2362.geopotential number by the normal gravity value computed on the
 CQ2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2362.degrees latitude (g = 980.6199 gals.).
 CQ2362
 CQ2362.The modeled gravity was interpolated from observed gravity values.
 CQ2362
 CQ2362;                    North         East    Units  Estimated Accuracy
 CQ2362;SPC LA N     -   201,070.      863,900.      MT  (+/- 180 meters Scaled)
 CQ2362
 CQ2362                          SUPERSEDED SURVEY CONTROL
 CQ2362
 CQ2362  NGVD 29 (??/??/??)   82.925  (m)          272.06   (f) ADJUSTED    2 1
 CQ2362
 CQ2362.Superseded values are not recommended for survey control.
 CQ2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2362.See file dsdata.txt to determine how the superseded data were derived.
 CQ2362
 CQ2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR110746(NAD 83)
 CQ2362_MARKER: DD = SURVEY DISK
 CQ2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2362_STAMPING: 9V8 1969
 CQ2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2362+STABILITY: SURFACE MOTION
 CQ2362
 CQ2362  HISTORY     - Date     Condition        Report By
 CQ2362  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2362  HISTORY     - 19950429 GOOD             USPSQD
 CQ2362  HISTORY     - 19990213 GOOD             USPSQD
 CQ2362
 CQ2362                          STATION DESCRIPTION
 CQ2362
 CQ2362'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2362'9.44 MI N FROM KEATCHIE.
 CQ2362'LOCATED 9.06 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ2362'OF LOUISIANA HIGHWAY 5 AND LOUISIANA HIGHWAY 172 IN KEATCHIE TO THE
 CQ2362'JUNCTION OF LOUISIANA HIGHWAY 789 AND LOUISIANA HIGHWAY 169, THENCE
 CQ2362'NORTH ALONG LOUISIANA HIGHWAY 169 0.46 MILE TO THE MARK ON THE LEFT.
 CQ2362'MARK IS 0.57 MILE SOUTH OF THE INTERSECTION OF LOUISIANA HIGHWAY 525
 CQ2362'AND LOUISIANA HIGHWAY 169 IN SPRING RIDGE.  IT IS 146 FEET NORTHEAST
 CQ2362'OF A BRICK PUMP HOUSE, 116 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CQ2362'HIGHWAY 169, 95 FEET NORTHWEST OF POWER POLE NO. 15, 60 FEET NORTHEAST
 CQ2362'OF THE NORTHEAST CORNER OF A BRICK CHIMNEY OF TENANT HOUSE OWNED BY
 CQ2362'MR. J.B. TEER, 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TENANT
 CQ2362'HOUSE OWNED BY MR. J.B. TEER AND 33 FEET EAST OF A 30 INCH PECAN TREE
 CQ2362'IN YARD, IT IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CQ2362'GROUND.  A STEEL WITNESS POST IS SET 2 FEET WEST OF THE MARK. SECTION
 CQ2362'7, T 15N, R 15W.
 CQ2362
 CQ2362                          STATION RECOVERY (1995)
 CQ2362
 CQ2362'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2362'RECOVERED IN GOOD CONDITION.
 CQ2362
 CQ2362                          STATION RECOVERY (1999)
 CQ2362
 CQ2362'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2361 ***********************************************************************
 CQ2361  DESIGNATION -  9 V 9
 CQ2361  PID         -  CQ2361
 CQ2361  STATE/COUNTY-  LA/CADDO
 CQ2361  USGS QUAD   -  SPRING RIDGE (1982)
 CQ2361
 CQ2361                         *CURRENT SURVEY CONTROL
 CQ2361  ___________________________________________________________________
 CQ2361* NAD 83(1986)-  32 18 49.     (N)    093 56 43.     (W)     SCALED    
 CQ2361* NAVD 88     -        86.982  (meters)     285.37   (feet)  ADJUSTED  
 CQ2361  ___________________________________________________________________
 CQ2361  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ2361  DYNAMIC HT  -          86.883 (meters)     285.05  (feet)  COMP
 CQ2361  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 CQ2361
 CQ2361  VERT ORDER  -  SECOND    CLASS I
 CQ2361
 CQ2361.The horizontal coordinates were scaled from a topographic map and have
 CQ2361.an estimated accuracy of +/- 6 seconds.
 CQ2361
 CQ2361.The orthometric height was determined by differential leveling
 CQ2361.and adjusted by the National Geodetic Survey in June 1991..
 CQ2361
 CQ2361.The geoid height was determined by GEOID03.
 CQ2361
 CQ2361.The dynamic height is computed by dividing the NAVD 88
 CQ2361.geopotential number by the normal gravity value computed on the
 CQ2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2361.degrees latitude (g = 980.6199 gals.).
 CQ2361
 CQ2361.The modeled gravity was interpolated from observed gravity values.
 CQ2361
 CQ2361;                    North         East    Units  Estimated Accuracy
 CQ2361;SPC LA N     -   201,990.      863,910.      MT  (+/- 180 meters Scaled)
 CQ2361
 CQ2361                          SUPERSEDED SURVEY CONTROL
 CQ2361
 CQ2361  NGVD 29 (??/??/??)   87.047  (m)          285.59   (f) ADJUSTED    2 1
 CQ2361
 CQ2361.Superseded values are not recommended for survey control.
 CQ2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2361.See file dsdata.txt to determine how the superseded data were derived.
 CQ2361
 CQ2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR110755(NAD 83)
 CQ2361_MARKER: DD = SURVEY DISK
 CQ2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2361_STAMPING: 9V9 1969
 CQ2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2361+STABILITY: SURFACE MOTION
 CQ2361
 CQ2361  HISTORY     - Date     Condition        Report By
 CQ2361  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2361  HISTORY     - 19950429 GOOD             USPSQD
 CQ2361  HISTORY     - 19990213 GOOD             USPSQD
 CQ2361
 CQ2361                          STATION DESCRIPTION
 CQ2361
 CQ2361'DESCRIBED BY LA TRANSP AND DEV 1969
 CQ2361'0.19 MI N FROM SPRING RIDGE.
 CQ2361'LOCATED 0.19 MILES NORTH ALONG LOUISIANA HIGHWAY 169 FROM JUNCTION OF
 CQ2361'LOUISIANA HIGHWAY 525 AND LOUISIANA HIGHWAY 169 IN SPRING RIDGE, 150
 CQ2361'FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 169, 109 FEET WEST OF
 CQ2361'POWER POLE, 44 FEET WEST OF NORTHWEST CORNER OF TIN WELL HOUSE, 30
 CQ2361'FEET NORTHWEST OF NORTHWEST CORNER OF FRAME BUILDING BELONGING TO
 CQ2361'CADDO PARISH HIGHWAY DEPARTMENT, 26 FEET NORTHEAST OF A FRAME BUILDING
 CQ2361'AND 4 FEET NORTH OF A GROUP OF CHINABERRIES.  SET IN TOP OF A CONCRETE
 CQ2361'POST FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET
 CQ2361'NORTH OF THE MARK.  SECTION 6, T 15N, R 15W.
 CQ2361
 CQ2361                          STATION RECOVERY (1995)
 CQ2361
 CQ2361'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2361'RECOVERED IN GOOD CONDITION.
 CQ2361
 CQ2361                          STATION RECOVERY (1999)
 CQ2361
 CQ2361'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6480 ***********************************************************************
 AH6480  DESIGNATION -  90 EB 01
 AH6480  PID         -  AH6480
 AH6480  STATE/COUNTY-  LA/TERREBONNE
 AH6480  USGS QUAD   -  HOUMA (1980)
 AH6480
 AH6480                         *CURRENT SURVEY CONTROL
 AH6480  ___________________________________________________________________
 AH6480* NAD 83(1992)-  29 36 26.72856(N)    090 42 51.92467(W)     ADJUSTED  
 AH6480* NAVD 88     -         0.5  **(meters)       2.   **(feet)  GPS OBS   
 AH6480  **This station is located in a subsidence area (see below).
 AH6480  ___________________________________________________________________
 AH6480  X           -     -69,199.698 (meters)                     COMP
 AH6480  Y           -  -5,549,432.578 (meters)                     COMP
 AH6480  Z           -   3,132,600.652 (meters)                     COMP
 AH6480  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6480  ELLIP HEIGHT-         -24.93  (meters)          (02/21/02) GPS OBS
 AH6480  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6480
 AH6480  HORZ ORDER  -  FIRST
 AH6480  ELLP ORDER  -  FIFTH     CLASS I
 AH6480
 AH6480.The horizontal coordinates were established by GPS observations
 AH6480.and adjusted by the National Geodetic Survey in December 1998..
 AH6480
 AH6480 ** The orthometric height has not been validated since last determined
 AH6480 ** by differential leveling and should not be used for control purposes.
 AH6480 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6480 ** area with valid NAVD 88 orthometric heights.
 AH6480 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6480 ** epoch indicated which incorporates improved geoid heights for the
 AH6480 ** Southern Louisiana Subsidence area.
 AH6480 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6480.The orthometric height was determined by GPS observations and a
 AH6480.high-resolution geoid model.
 AH6480
 AH6480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6480
 AH6480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6480
 AH6480.The ellipsoidal height was determined by GPS observations
 AH6480.and is referenced to NAD 83.
 AH6480
 AH6480.The geoid height was determined by GEOID03.
 AH6480
 AH6480;                    North         East     Units Scale Factor Converg.
 AH6480;SPC LA S     -   122,914.547 1,059,946.604   MT  0.99994917   +0 18 34.1
 AH6480;SPC LA S     -   403,262.14  3,477,508.15   sFT  0.99994917   +0 18 34.1
 AH6480;UTM  15      - 3,277,467.873   721,331.281   MT  1.00020448   +1 07 46.8
 AH6480
 AH6480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6480!SPC LA S     -   1.00000392  x   0.99994917  =   0.99995309
 AH6480!UTM  15      -   1.00000392  x   1.00020448  =   1.00020840
 AH6480
 AH6480                          SUPERSEDED SURVEY CONTROL
 AH6480
 AH6480  ELLIP H (12/17/98)  -24.95   (m)                       GP(       ) 4 2
 AH6480
 AH6480.Superseded values are not recommended for survey control.
 AH6480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6480.See file dsdata.txt to determine how the superseded data were derived.
 AH6480
 AH6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2133177468(NAD 83)
 AH6480_MARKER: DD = SURVEY DISK
 AH6480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6480_STAMPING: 90 EB 01
 AH6480_MARK LOGO: LA-109
 AH6480_PROJECTION: FLUSH
 AH6480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6480+STABILITY: SURFACE MOTION
 AH6480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6480+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6480
 AH6480  HISTORY     - Date     Condition        Report By
 AH6480  HISTORY     - 1995     MONUMENTED       MPHI
 AH6480
 AH6480                          STATION DESCRIPTION
 AH6480
 AH6480'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6480'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6480'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 EAST.  TRAVEL ON HWY 90
 AH6480'EAST FOR 0.8 MI (1.3 KM) TO JUNCTION WITH SIXTH STREET AND MARK IS ON
 AH6480'THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6480'46.0 FT (14.0 M) SOUTHWEST FROM THE CENTERLINE OF HWY 90, 14.0 FT (4.3
 AH6480'M) SOUTHWEST FROM THE POWER POLE WITH TELEPHONE PED., 18.5 FT (5.6 M)
 AH6480'NORTH FROM THE CENTERLINE OF SIXTH STREET, AND 13.0 FT (4.0 M)
 AH6480'NORTHWEST FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1138 ***********************************************************************
 CP1138  DESIGNATION -  900 A BOLT
 CP1138  PID         -  CP1138
 CP1138  STATE/COUNTY-  LA/EAST CARROLL
 CP1138  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1138
 CP1138                         *CURRENT SURVEY CONTROL
 CP1138  ___________________________________________________________________
 CP1138* NAD 83(1986)-  32 48 08.     (N)    091 10 11.     (W)     SCALED    
 CP1138* NAVD 88     -        30.90   (+/-2cm)     101.4    (feet)  VERTCON   
 CP1138  ___________________________________________________________________
 CP1138  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1138
 CP1138  VERT ORDER  -  ? (See Below)
 CP1138
 CP1138.The horizontal coordinates were scaled from a topographic map and have
 CP1138.an estimated accuracy of +/- 6 seconds.
 CP1138
 CP1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1138.The vertical order pertains to the NGVD 29 superseded value.
 CP1138
 CP1138.The geoid height was determined by GEOID03.
 CP1138
 CP1138;                    North         East    Units  Estimated Accuracy
 CP1138;SPC LA N     -   256,040.    1,124,600.      MT  (+/- 180 meters Scaled)
 CP1138
 CP1138                          SUPERSEDED SURVEY CONTROL
 CP1138
 CP1138  NGVD 29 (??/??/92)   30.958  (m)          101.57   (f) ADJ UNCH    ?  
 CP1138
 CP1138.Superseded values are not recommended for survey control.
 CP1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1138.See file dsdata.txt to determine how the superseded data were derived.
 CP1138
 CP1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS713308(NAD 83)
 CP1138_MARKER: B = BOLT
 CP1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1138+STABILITY: SURFACE MOTION
 CP1138
 CP1138  HISTORY     - Date     Condition        Report By
 CP1138  HISTORY     - UNK      MONUMENTED       DOD
 CP1138  HISTORY     - 1934     GOOD             DOD
 CP1138
 CP1138                          STATION DESCRIPTION
 CP1138
 CP1138'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1138'IN LAKE PROVIDENCE.
 CP1138'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1138'MISS. RIVER, EAST CARROLL PARISH, LA., AT LAKE PROVIDENCE, LA.  125
 CP1138'FEET EAST OF CENTER LINE OF HIGHWAY NO. 65.  275 FEET SOUTHEAST OF
 CP1138'MABEN HOTEL.  20 FEET SOUTH OF WIRE FENCE.  2 FEET WEST OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1137 ***********************************************************************
 CP1137  DESIGNATION -  900 A CAP
 CP1137  PID         -  CP1137
 CP1137  STATE/COUNTY-  LA/EAST CARROLL
 CP1137  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1137
 CP1137                         *CURRENT SURVEY CONTROL
 CP1137  ___________________________________________________________________
 CP1137* NAD 83(1986)-  32 48 08.     (N)    091 10 11.     (W)     SCALED    
 CP1137* NAVD 88     -        32.13   (+/-2cm)     105.4    (feet)  VERTCON   
 CP1137  ___________________________________________________________________
 CP1137  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1137
 CP1137  VERT ORDER  -  ? (See Below)
 CP1137
 CP1137.The horizontal coordinates were scaled from a topographic map and have
 CP1137.an estimated accuracy of +/- 6 seconds.
 CP1137
 CP1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1137.The vertical order pertains to the NGVD 29 superseded value.
 CP1137
 CP1137.The geoid height was determined by GEOID03.
 CP1137
 CP1137;                    North         East    Units  Estimated Accuracy
 CP1137;SPC LA N     -   256,040.    1,124,600.      MT  (+/- 180 meters Scaled)
 CP1137
 CP1137                          SUPERSEDED SURVEY CONTROL
 CP1137
 CP1137  NGVD 29 (??/??/92)   32.186  (m)          105.60   (f) ADJ UNCH    ?  
 CP1137
 CP1137.Superseded values are not recommended for survey control.
 CP1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1137.See file dsdata.txt to determine how the superseded data were derived.
 CP1137
 CP1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS713308(NAD 83)
 CP1137_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1137
 CP1137  HISTORY     - Date     Condition        Report By
 CP1137  HISTORY     - UNK      MONUMENTED       DOD
 CP1137  HISTORY     - 1934     GOOD             DOD
 CP1137
 CP1137                          STATION DESCRIPTION
 CP1137
 CP1137'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1137'IN LAKE PROVIDENCE.
 CP1137'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1137'MISS. RIVER, EAST CARROLL PARISH, LA., AT LAKE PROVIDENCE, LA.  125
 CP1137'FEET EAST OF CENTER LINE OF HIGHWAY NO. 65.  275 FEET SOUTHEAST OF
 CP1137'MABEN HOTEL.  20 FEET SOUTH OF WIRE FENCE.  2 FEET WEST OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3912 ***********************************************************************
 BJ3912  DESIGNATION -  902
 BJ3912  PID         -  BJ3912
 BJ3912  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3912  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3912
 BJ3912                         *CURRENT SURVEY CONTROL
 BJ3912  ___________________________________________________________________
 BJ3912* NAD 83(1986)-  30 22 09.     (N)    091 07 42.     (W)     SCALED    
 BJ3912* NAVD 88     -        12.338  (meters)      40.48   (feet)  ADJUSTED  
 BJ3912  ___________________________________________________________________
 BJ3912  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3912  DYNAMIC HT  -          12.322 (meters)      40.43  (feet)  COMP
 BJ3912  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 BJ3912
 BJ3912  VERT ORDER  -  SECOND    CLASS II
 BJ3912
 BJ3912.The horizontal coordinates were scaled from a topographic map and have
 BJ3912.an estimated accuracy of +/- 6 seconds.
 BJ3912
 BJ3912.The orthometric height was determined by differential leveling
 BJ3912.and adjusted by the National Geodetic Survey in February 1994..
 BJ3912
 BJ3912.The geoid height was determined by GEOID03.
 BJ3912
 BJ3912.The dynamic height is computed by dividing the NAVD 88
 BJ3912.geopotential number by the normal gravity value computed on the
 BJ3912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3912.degrees latitude (g = 980.6199 gals.).
 BJ3912
 BJ3912.The modeled gravity was interpolated from observed gravity values.
 BJ3912
 BJ3912;                    North         East    Units  Estimated Accuracy
 BJ3912;SPC LA S     -   207,210.    1,019,710.      MT  (+/- 180 meters Scaled)
 BJ3912
 BJ3912                          SUPERSEDED SURVEY CONTROL
 BJ3912
 BJ3912.No superseded survey control is available for this station.
 BJ3912
 BJ3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP798611(NAD 83)
 BJ3912_MARKER: DB = BENCH MARK DISK
 BJ3912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3912_SP_SET: CONCRETE POST
 BJ3912_STAMPING: 902 1934
 BJ3912_MARK LOGO: LA-033
 BJ3912_PROJECTION: FLUSH
 BJ3912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3912+STABILITY: SURFACE MOTION
 BJ3912
 BJ3912  HISTORY     - Date     Condition        Report By
 BJ3912  HISTORY     - 1934     MONUMENTED       LAGS
 BJ3912  HISTORY     - 1987     GOOD             LA-033
 BJ3912
 BJ3912                          STATION DESCRIPTION
 BJ3912
 BJ3912'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3912'IN BATON ROUGE.
 BJ3912'ABOUT 9.3 KM (5.8 MI) SOUTHEAST OF THE CITY OF BATON ROUGE AND 0.16
 BJ3912'KM (0.1 MI) NORTHWEST OF THE JUNCTION OF HIGHLAND ROAD AND MAGNOLIA
 BJ3912'WOOD DRIVE, 6.7 METERS (22 FEET) NORTHEAST OF THE CENTERLINE OF
 BJ3912'HIGHLAND ROAD AND 0.61 METERS (2 FEET) SOUTHWEST OF A 6-INCH BY
 BJ3912'6-INCH STONE MONUMENT AND SET NEAR 8249 HIGHLAND ROAD.
 BJ3912'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ3912'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3990 ***********************************************************************
 BJ3990  DESIGNATION -  909
 BJ3990  PID         -  BJ3990
 BJ3990  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3990  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3990
 BJ3990                         *CURRENT SURVEY CONTROL
 BJ3990  ___________________________________________________________________
 BJ3990* NAD 83(1986)-  30 23 45.     (N)    091 10 06.     (W)     SCALED    
 BJ3990* NAVD 88     -        13.620  (meters)      44.68   (feet)  ADJUSTED  
 BJ3990  ___________________________________________________________________
 BJ3990  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3990  DYNAMIC HT  -          13.603 (meters)      44.63  (feet)  COMP
 BJ3990  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 BJ3990
 BJ3990  VERT ORDER  -  SECOND    CLASS II
 BJ3990
 BJ3990.The horizontal coordinates were scaled from a topographic map and have
 BJ3990.an estimated accuracy of +/- 6 seconds.
 BJ3990
 BJ3990.The orthometric height was determined by differential leveling
 BJ3990.and adjusted by the National Geodetic Survey in February 1994..
 BJ3990
 BJ3990.The geoid height was determined by GEOID03.
 BJ3990
 BJ3990.The dynamic height is computed by dividing the NAVD 88
 BJ3990.geopotential number by the normal gravity value computed on the
 BJ3990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3990.degrees latitude (g = 980.6199 gals.).
 BJ3990
 BJ3990.The modeled gravity was interpolated from observed gravity values.
 BJ3990
 BJ3990;                    North         East    Units  Estimated Accuracy
 BJ3990;SPC LA S     -   210,160.    1,015,860.      MT  (+/- 180 meters Scaled)
 BJ3990
 BJ3990                          SUPERSEDED SURVEY CONTROL
 BJ3990
 BJ3990.No superseded survey control is available for this station.
 BJ3990
 BJ3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP759640(NAD 83)
 BJ3990_MARKER: DB = BENCH MARK DISK
 BJ3990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3990_SP_SET: CONCRETE POST
 BJ3990_STAMPING: 909
 BJ3990_MARK LOGO: LAGS  
 BJ3990_PROJECTION: PROJECTING 31 CENTIMETERS
 BJ3990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3990+STABILITY: SURFACE MOTION
 BJ3990
 BJ3990  HISTORY     - Date     Condition        Report By
 BJ3990  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3990  HISTORY     - 1987     GOOD             LA-033
 BJ3990
 BJ3990                          STATION DESCRIPTION
 BJ3990
 BJ3990'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3990'IN BATON ROUGE.
 BJ3990'LOCATED SOUTH OF THE CITY OF BATON ROUGE ON HIGHLAND ROAD, SOUTH OF
 BJ3990'THE JUNCTION OF HIGHLAND ROAD AND CLARA DRIVE AND EAST OF HIGHLAND
 BJ3990'ROAD, ACROSS FROM 4820 HIGHLAND ROAD, 30.2 METERS (99 FT) SOUTH OF
 BJ3990'THE CENTER OF CLARA DRIVE, 5.5 METERS (18 FT) EAST OF THE CENTERLINE
 BJ3990'OF HIGHLAND ROAD, AND 3.7 METERS (12 FT) WEST OF A HURRICANE FENCE.
 BJ3990'THE MARK IS 0.31 M ABOVE .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1295 ***********************************************************************
 BW1295  DESIGNATION -  91 BOLT
 BW1295  PID         -  BW1295
 BW1295  STATE/COUNTY-  LA/POINTE COUPEE
 BW1295  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW1295
 BW1295                         *CURRENT SURVEY CONTROL
 BW1295  ___________________________________________________________________
 BW1295* NAD 83(1986)-  31 00 37.     (N)    091 44 31.     (W)     SCALED    
 BW1295* NAVD 88     -        13.35   (+/-2cm)      43.8    (feet)  VERTCON   
 BW1295  ___________________________________________________________________
 BW1295  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW1295
 BW1295  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1295
 BW1295.The horizontal coordinates were scaled from a topographic map and have
 BW1295.an estimated accuracy of +/- 6 seconds.
 BW1295
 BW1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1295.The vertical order pertains to the NGVD 29 superseded value.
 BW1295
 BW1295.The geoid height was determined by GEOID03.
 BW1295
 BW1295;                    North         East    Units  Estimated Accuracy
 BW1295;SPC LA S     -   278,330.      960,980.      MT  (+/- 180 meters Scaled)
 BW1295
 BW1295                          SUPERSEDED SURVEY CONTROL
 BW1295
 BW1295  NGVD 29 (??/??/??)   13.328  (m)           43.73   (f) ADJUSTED    1 2
 BW1295
 BW1295.Superseded values are not recommended for survey control.
 BW1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1295.See file dsdata.txt to determine how the superseded data were derived.
 BW1295
 BW1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ200314(NAD 83)
 BW1295_MARKER: B = BOLT
 BW1295_SETTING: 0 = UNSPECIFIED SETTING
 BW1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1295
 BW1295  HISTORY     - Date     Condition        Report By
 BW1295  HISTORY     - UNK      MONUMENTED       DOD
 BW1295  HISTORY     - 1964     GOOD             NGS
 BW1295  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BW1295
 BW1295                          STATION DESCRIPTION
 BW1295
 BW1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BW1295'5.1 MI NE FROM SIMMESPORT.
 BW1295'ABOUT 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL
 BW1295'AT SIMMESPORT, THENCE 4.2 MILES NORTHEAST ALONG STATE ROAD 418, IN THE
 BW1295'FRONT YARD OF AN OLD HOUSE, 56 FEET SOUTH OF THE CENTER LINE OF THE
 BW1295'ROAD, 15 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 19 FEET
 BW1295'SOUTHEAST OF THE NORTHWEST CORNER OF A YARD FENCE, 20.0 FEET SOUTH OF
 BW1295'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A COPPER BOLT SET IN
 BW1295'CONCRETE ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BW1295'IS HAD THROUGH A 4-INCH IRON PIPE WHICH PROJECTS ABOUT 8 INCHES.
 BW1295
 BW1295                          STATION RECOVERY (2005)
 BW1295
 BW1295'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2921 ***********************************************************************
 CP2921  DESIGNATION -  91 M USE 1959
 CP2921  PID         -  CP2921
 CP2921  STATE/COUNTY-  LA/MADISON
 CP2921  USGS QUAD   -  MOUND (1973)
 CP2921
 CP2921                         *CURRENT SURVEY CONTROL
 CP2921  ___________________________________________________________________
 CP2921* NAD 83(1992)-  32 21 40.37717(N)    091 01 17.57793(W)     ADJUSTED  
 CP2921* NAVD 88     -        26.99   (+/-2cm)      88.5    (feet)  VERTCON   
 CP2921  ___________________________________________________________________
 CP2921  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CP2921  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP2921
 CP2921  HORZ ORDER  -  SECOND
 CP2921  VERT ORDER  -  THIRD ? (See Below)
 CP2921
 CP2921.The horizontal coordinates were established by classical geodetic methods
 CP2921.and adjusted by the National Geodetic Survey in May 1994..
 CP2921
 CP2921.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2921.The vertical order pertains to the NGVD 29 superseded value.
 CP2921
 CP2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2921
 CP2921.The geoid height was determined by GEOID03.
 CP2921
 CP2921;                    North         East     Units Scale Factor Converg.
 CP2921;SPC LA N     -   207,313.847 1,139,140.943   MT  0.99994460   +0 46 54.0
 CP2921;SPC LA N     -   680,162.18  3,737,331.58   sFT  0.99994460   +0 46 54.0
 CP2921;SPC MS W     -   317,410.746   635,227.111   MT  1.00000172   -0 22 06.2
 CP2921;SPC MS W     - 1,041,371.76  2,084,074.28   sFT  1.00000172   -0 22 06.2
 CP2921;UTM  15      - 3,582,195.625   686,154.807   MT  1.00002735   +1 03 33.4
 CP2921
 CP2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2921!SPC LA N     -   0.99999993  x   0.99994460  =   0.99994453
 CP2921!SPC MS W     -   0.99999993  x   1.00000172  =   1.00000165
 CP2921!UTM  15      -   0.99999993  x   1.00002735  =   1.00002728
 CP2921
 CP2921                          SUPERSEDED SURVEY CONTROL
 CP2921
 CP2921  NAD 83(1992)-  32 21 40.38881(N)    091 01 17.57286(W) AD(       ) 2
 CP2921  NAD 83(1986)-  32 21 40.38952(N)    091 01 17.57336(W) AD(       ) 2
 CP2921  NAD 27      -  32 21 39.86500(N)    091 01 17.18800(W) AD(       ) 2
 CP2921  NGVD 29 (07/19/86)   26.99   (m)           88.5    (f) LEVELING    3  
 CP2921
 CP2921.Superseded values are not recommended for survey control.
 CP2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2921.See file dsdata.txt to determine how the superseded data were derived.
 CP2921
 CP2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8615582196(NAD 83)
 CP2921_MARKER: P = PIPE CAP
 CP2921_SETTING: 0 = UNSPECIFIED SETTING
 CP2921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2921
 CP2921  HISTORY     - Date     Condition        Report By
 CP2921  HISTORY     - 1959     MONUMENTED       USE
 CP2921
 CP2921                          STATION DESCRIPTION
 CP2921
 CP2921'DESCRIBED BY US ENGINEERS 1959 (OSR)
 CP2921'STATION IS ABOUT 3 MILES EAST-NORTHEAST OF THOMASTOWN AND
 CP2921'1-3/4 MILES NORTH-NORTHEAST OF MOUND.  IT IS 246 FEET WEST
 CP2921'OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 41 FEET WEST
 CP2921'OF THE SOUTHEAST CORNER OF A YARD FENCE, 23 FEET SOUTHEAST
 CP2921'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 16 FEET SOUTHWEST
 CP2921'OF THE SOUTHEAST CORNER OF THE HOUSE AND 10 FEET NORTH OF
 CP2921'THE YARD FENCE.
 CP2921'
 CP2921'THE MARK IS A STANDARD U.S. CORPS OF ENGINEERS BENCH MARK,
 CP2921'STAMPED 884 1931 91 M, BOLTED TO THE TOP OF A 3-1/2 INCH
 CP2921'IRON PIPE PROJECTING 10 INCHES.
 CP2921'
 CP2921'A TIE WAS MADE TO TRIANGULATION STATION NEBRASKA, DISTANCE
 CP2921'BEING (1,010.60 FEET) 308.033 METERS, OBTAINED BY SHORT
 CP2921'BASE METHOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3973 ***********************************************************************
 BJ3973  DESIGNATION -  919
 BJ3973  PID         -  BJ3973
 BJ3973  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3973  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3973
 BJ3973                         *CURRENT SURVEY CONTROL
 BJ3973  ___________________________________________________________________
 BJ3973* NAD 83(1986)-  30 28 10.     (N)    091 11 18.     (W)     SCALED    
 BJ3973* NAVD 88     -        17.540  (meters)      57.55   (feet)  ADJUSTED  
 BJ3973  ___________________________________________________________________
 BJ3973  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3973  DYNAMIC HT  -          17.517 (meters)      57.47  (feet)  COMP
 BJ3973  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ3973
 BJ3973  VERT ORDER  -  SECOND    CLASS II
 BJ3973
 BJ3973.The horizontal coordinates were scaled from a topographic map and have
 BJ3973.an estimated accuracy of +/- 6 seconds.
 BJ3973
 BJ3973.The orthometric height was determined by differential leveling
 BJ3973.and adjusted by the National Geodetic Survey in February 1994..
 BJ3973
 BJ3973.The geoid height was determined by GEOID03.
 BJ3973
 BJ3973.The dynamic height is computed by dividing the NAVD 88
 BJ3973.geopotential number by the normal gravity value computed on the
 BJ3973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3973.degrees latitude (g = 980.6199 gals.).
 BJ3973
 BJ3973.The modeled gravity was interpolated from observed gravity values.
 BJ3973
 BJ3973;                    North         East    Units  Estimated Accuracy
 BJ3973;SPC LA S     -   218,310.    1,013,920.      MT  (+/- 180 meters Scaled)
 BJ3973
 BJ3973                          SUPERSEDED SURVEY CONTROL
 BJ3973
 BJ3973.No superseded survey control is available for this station.
 BJ3973
 BJ3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP739722(NAD 83)
 BJ3973_STAMPING: 919
 BJ3973_PROJECTION: FLUSH
 BJ3973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3973+STABILITY: SURFACE MOTION
 BJ3973
 BJ3973  HISTORY     - Date     Condition        Report By
 BJ3973  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3973  HISTORY     - 1987     GOOD             LA-033
 BJ3973
 BJ3973                          STATION DESCRIPTION
 BJ3973
 BJ3973'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3973'IN BATON ROUGE.
 BJ3973'ABOUT 1 KM (0.6 MI) NORTH OF THE STATE CAPITOL BUILDING AT THE
 BJ3973'INTERSECTION OF CHOCTAW DRIVE AND NORTH THIRD STREET, 20.6 METERS
 BJ3973'(67.5 FT) WEST OF THE INTERSECTION, 14.6 METERS (47.8 FT) WEST-
 BJ3973'SOUTHWEST OF A FIRE HYDRANT, 3.7 METERS (12 FT) WEST OF A GRAVELED
 BJ3973'SERVICE ROAD AND 5.3 METERS (17.5 FT) NORTH OF THE CENTER OF A
 BJ3973'CONCRETE WATER METER BOX IN THE GROUND.
 BJ3973'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3973'THE MARK IS ABOVE LEVEL WITH SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3198 ***********************************************************************
 DH3198  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3198  DESIGNATION -  924+62.47=LMS170
 DH3198  PID         -  DH3198
 DH3198  STATE/COUNTY-  LA/PLAQUEMINES
 DH3198  USGS QUAD   -  LACOUR (1994)
 DH3198
 DH3198                         *CURRENT SURVEY CONTROL
 DH3198  ___________________________________________________________________
 DH3198* NAD 83(1992)-  30 50 07.12264(N)    091 36 59.44124(W)     ADJUSTED  
 DH3198* NAVD 88     -        19.57 **(meters)      64.2  **(feet)  GPS OBS(2004.65)
 DH3198  **This station is located in a subsidence area (see below).
 DH3198  ___________________________________________________________________
 DH3198  X           -    -154,627.714 (meters)                     COMP
 DH3198  Y           -  -5,479,184.544 (meters)                     COMP
 DH3198  Z           -   3,250,225.375 (meters)                     COMP
 DH3198  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DH3198  ELLIP HEIGHT-          -7.66  (meters)          (05/09/05) GPS OBS
 DH3198  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DH3198
 DH3198  HORZ ORDER  -  B
 DH3198  ELLP ORDER  -  FOURTH    CLASS II
 DH3198
 DH3198.The horizontal coordinates were established by GPS observations
 DH3198.and adjusted by the National Geodetic Survey in May 2005..
 DH3198
 DH3198 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3198 ** and geoid heights are valid at the date of observation. These heights
 DH3198 ** must always be validated when used as control.
 DH3198 ** The orthometric height was determined by GPS observations using
 DH3198 ** precise GPS observation and processing techniques and a new
 DH3198 ** realization of GEOID03. It supersedes the leveled height previously
 DH3198 ** determined for this station.
 DH3198 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3198 ** epoch indicated which incorporates improved geoid heights for the
 DH3198 ** Southern Louisiana Subsidence area.
 DH3198 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3198.The orthometric height was determined by GPS observations and a
 DH3198.high-resolution geoid model using precise GPS observation and
 DH3198.processing techniques.
 DH3198
 DH3198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3198
 DH3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3198
 DH3198.The ellipsoidal height was determined by GPS observations
 DH3198.and is referenced to NAD 83.
 DH3198
 DH3198.The geoid height was determined by GEOID03.
 DH3198
 DH3198;                    North         East     Units Scale Factor Converg.
 DH3198;SPC LA S     -   258,898.544   972,908.088   MT  1.00003158   -0 08 29.7
 DH3198;SPC LA S     -   849,402.97  3,191,949.29   sFT  1.00003158   -0 08 29.7
 DH3198;UTM  15      - 3,412,169.461   632,308.786   MT  0.99981594   +0 42 33.3
 DH3198
 DH3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3198!SPC LA S     -   1.00000120  x   1.00003158  =   1.00003278
 DH3198!UTM  15      -   1.00000120  x   0.99981594  =   0.99981714
 DH3198
 DH3198                          SUPERSEDED SURVEY CONTROL
 DH3198
 DH3198.No superseded survey control is available for this station.
 DH3198
 DH3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3230912169(NAD 83)
 DH3198_MARKER: DD = SURVEY DISK
 DH3198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3198_STAMPING: LMS 170 1977
 DH3198_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3198+STABILITY: SURFACE MOTION
 DH3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3198+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 DH3198
 DH3198  HISTORY     - Date     Condition        Report By
 DH3198  HISTORY     - UNK      MONUMENTED       USACE
 DH3198  HISTORY     - 20030128 GOOD             3001
 DH3198
 DH3198                          STATION DESCRIPTION
 DH3198
 DH3198'DESCRIBED BY 3001, INC 2003 (MH)
 DH3198'THE STATION IS LOCATED IN POINTE COUPEE PARISH ABOUT 2.7 MILES EAST
 DH3198'SOUTH EAST OF  BATCHELOR, LA 4.9 MILES SOUTH EAST OF INNIS, LA  AND
 DH3198'5.1 MILES NORTHWEST OF BRUNETTE POINT
 DH3198' 
 DH3198'OWNERSHIP- COE
 DH3198' 
 DH3198'TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 1 AND LA HWY 419
 DH3198'IN BATCHELOR, LA  GO EAST, THEN SOUTHEAST ALONG HWY 419 FOR  2.8 MILES
 DH3198'AND MARK ON LEFT ON TOP OF LEVEE.
 DH3198' 
 DH3198'THE STATION IS A 3IN COE ALUM. CAP SET IN CONCRETE IN TOP OF LEVEE AT
 DH3198'STA 924+62.47, STAMPED  LMS 170 1983, 125' EAST NORTHEAST OF HWY 419,
 DH3198'1.0' WEST OF CENTERLINE OF LEVEE, 7.0' EAST OF LSC OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0004 ***********************************************************************
 BW0004  DESIGNATION -  93 DIETZE BOLT
 BW0004  PID         -  BW0004
 BW0004  STATE/COUNTY-  LA/CONCORDIA
 BW0004  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0004
 BW0004                         *CURRENT SURVEY CONTROL
 BW0004  ___________________________________________________________________
 BW0004* NAD 83(1986)-  31 11 30.     (N)    091 37 55.     (W)     SCALED    
 BW0004* NAVD 88     -        15.895  (meters)      52.15   (feet)  ADJUSTED  
 BW0004  ___________________________________________________________________
 BW0004  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BW0004  DYNAMIC HT  -          15.875 (meters)      52.08  (feet)  COMP
 BW0004  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 BW0004
 BW0004  VERT ORDER  -  FIRST     CLASS I
 BW0004
 BW0004.The horizontal coordinates were scaled from a topographic map and have
 BW0004.an estimated accuracy of +/- 6 seconds.
 BW0004
 BW0004.The orthometric height was determined by differential leveling
 BW0004.and adjusted by the National Geodetic Survey in February 1994..
 BW0004
 BW0004.The geoid height was determined by GEOID03.
 BW0004
 BW0004.The dynamic height is computed by dividing the NAVD 88
 BW0004.geopotential number by the normal gravity value computed on the
 BW0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0004.degrees latitude (g = 980.6199 gals.).
 BW0004
 BW0004.The modeled gravity was interpolated from observed gravity values.
 BW0004
 BW0004;                    North         East    Units  Estimated Accuracy
 BW0004;SPC LA N     -    77,020.    1,082,740.      MT  (+/- 180 meters Scaled)
 BW0004
 BW0004                          SUPERSEDED SURVEY CONTROL
 BW0004
 BW0004  NAVD 88 (06/15/91)   15.918  (m)           52.22   (f) UNKNOWN     1 1
 BW0004  NGVD 29 (??/??/??)   15.870  (m)           52.07   (f) ADJUSTED    1 1
 BW0004
 BW0004.Superseded values are not recommended for survey control.
 BW0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0004.See file dsdata.txt to determine how the superseded data were derived.
 BW0004
 BW0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ303516(NAD 83)
 BW0004_MARKER: B = BOLT
 BW0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0004_SP_SET: CONCRETE SLAB
 BW0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0004
 BW0004  HISTORY     - Date     Condition        Report By
 BW0004  HISTORY     - UNK      MONUMENTED       DOD
 BW0004  HISTORY     - 1966     GOOD             NGS
 BW0004  HISTORY     - 1976     GOOD             NGS
 BW0004
 BW0004                          STATION DESCRIPTION
 BW0004
 BW0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0004'IN SHAW.
 BW0004'AT SHAW, IN SECTION 35, T 3 N, R 8 E, 298 FEET NORTHWEST OF THE
 BW0004'NORTHWEST CORNER OF A RED BRICK SCHOOLHOUSE, ABOUT 163 YARDS SOUTHWEST
 BW0004'OF THE SOUTHWEST CORNER OF A LARGE TWO-STORIED HOUSE BELONGING TO
 BW0004'ABNER MAXWELL, 510 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 407
 BW0004'FEET WEST OF A FENCE LINE ALONG THE HIGHWAY, 329 FEET WEST-SOUTHWEST
 BW0004'OF THE SOUTHWEST CORNER OF A HOUSE WITH ASBESTOS SIDING, 162 FEET
 BW0004'WEST-SOUTHWEST OF A POWER POLE WHICH BEARS A TRANSFORMER AND IS NUMBER
 BW0004'01-80, 26 1/2 FEET NORTHEAST OF A 28-INCH OAK TREE IN A FENCE LINE, 18
 BW0004'1/2 FEET EAST OF A FENCE, ABOUT 10 FEET BELOW THE LEVEL OF THE
 BW0004'HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET
 BW0004'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BW0004'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND. NOTE-- THE CAP HAS BEEN
 BW0004'REMOVED FROM THIS PIPE BUT THE BOLT IS VERY GOOD.
 BW0004
 BW0004                          STATION RECOVERY (1976)
 BW0004
 BW0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0004'0.15 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0004'HIGHWAY 190 AT SHAW, 510 FT. WEST OF THE CENTER LINE OF STATE HIGHWAY
 BW0004'15, 298 FT. NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED SCHOOL
 BW0004'HOUSE, 162 FT. WEST-NORTHWEST OF A POWER LINE POLE WITH TRANSFORMER,
 BW0004'19.3 FT. WEST OF THE NORTHWEST CORNER OF A METAL SHOP BUILDING FOR
 BW0004'THE LOUISIANA WILDLIFE AND FISHIERS COMMISSION, 7 FT. EAST OF A
 BW0004'FENCE, A COPPER BOLT SET IN TOP OF A CONCRETE SLAB ABOUT 3 FT. BELOW
 BW0004'THE GROUND, ACCESS IS HAD THROUGH A 4 INCH IRON PIPE THAT IS BROKEN
 BW0004'OFF AND PROJECTS 0.1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0005 ***********************************************************************
 BW0005  DESIGNATION -  94 DIETZE BOLT
 BW0005  PID         -  BW0005
 BW0005  STATE/COUNTY-  LA/CONCORDIA
 BW0005  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0005
 BW0005                         *CURRENT SURVEY CONTROL
 BW0005  ___________________________________________________________________
 BW0005* NAD 83(1986)-  31 10 37.     (N)    091 37 52.     (W)     SCALED    
 BW0005* NAVD 88     -        15.269  (meters)      50.09   (feet)  ADJUSTED  
 BW0005  ___________________________________________________________________
 BW0005  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BW0005  DYNAMIC HT  -          15.250 (meters)      50.03  (feet)  COMP
 BW0005  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 BW0005
 BW0005  VERT ORDER  -  FIRST     CLASS I
 BW0005
 BW0005.The horizontal coordinates were scaled from a topographic map and have
 BW0005.an estimated accuracy of +/- 6 seconds.
 BW0005
 BW0005.The orthometric height was determined by differential leveling
 BW0005.and adjusted by the National Geodetic Survey in February 1994..
 BW0005
 BW0005.The geoid height was determined by GEOID03.
 BW0005
 BW0005.The dynamic height is computed by dividing the NAVD 88
 BW0005.geopotential number by the normal gravity value computed on the
 BW0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0005.degrees latitude (g = 980.6199 gals.).
 BW0005
 BW0005.The modeled gravity was interpolated from observed gravity values.
 BW0005
 BW0005;                    North         East    Units  Estimated Accuracy
 BW0005;SPC LA N     -    75,390.    1,082,830.      MT  (+/- 180 meters Scaled)
 BW0005
 BW0005                          SUPERSEDED SURVEY CONTROL
 BW0005
 BW0005  NAVD 88 (06/15/91)   15.293  (m)           50.17   (f) UNKNOWN     1 1
 BW0005  NGVD 29 (??/??/??)   15.244  (m)           50.01   (f) ADJUSTED    1 1
 BW0005
 BW0005.Superseded values are not recommended for survey control.
 BW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0005.See file dsdata.txt to determine how the superseded data were derived.
 BW0005
 BW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ304500(NAD 83)
 BW0005_MARKER: B = BOLT
 BW0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0005_SP_SET: CONCRETE SLAB
 BW0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0005
 BW0005  HISTORY     - Date     Condition        Report By
 BW0005  HISTORY     - UNK      MONUMENTED       DOD
 BW0005  HISTORY     - 1966     GOOD             NGS
 BW0005  HISTORY     - 1976     GOOD             NGS
 BW0005
 BW0005                          STATION DESCRIPTION
 BW0005
 BW0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0005'0.95 MI S FROM SHAW.
 BW0005'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW0005'SCHOOLHOUSE AT SHAW, IN SECTION 23, T 3 N, R 8 E, BEHIND A SMALL HOUSE
 BW0005'THAT IS OCCUPIED BY A NEGRO FAMILY, 314 FEET WEST OF THE CENTER LINE
 BW0005'OF A CATTLE GUARD, 270 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BW0005'SMALL STORE, 220 FEET WEST OF A POINT IN LINE WITH A ROW OF POLES, 10
 BW0005'FEET NORTH OF THE CENTER LINE OF A NARROW LANE, 4 FEET NORTH OF A
 BW0005'FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 25 FEET BELOW THE
 BW0005'LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BW0005'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BW0005'IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
 BW0005
 BW0005                          STATION RECOVERY (1976)
 BW0005
 BW0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0005'0.8 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0005'HIGHWAY 190 AT SHAW, AT A GROUND OF BUILDINGS, DIRECTLY OPPOSITE
 BW0005'A HIGHWAY CATTLE GUARD, 314 FT. WEST OF THE CENTER LINE OF THE
 BW0005'HIGHWAY, 270 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF MCCEARLEYS
 BW0005'STORE, 33 FT. SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST,
 BW0005'37.8 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, A COPPER
 BW0005'BOLT SET IN TOP OF A CONCRETE SLAB ABOUT 3 FT. BELOW GROUND, ACCESS
 BW0005'IS HAD THROUGH A 4 INCH IRON PIPE THAT PROJECTS 1 FT. ABOVE THE
 BW0005'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1263 ***********************************************************************
 BW1263  DESIGNATION -  94 DIETZE CAP
 BW1263  PID         -  BW1263
 BW1263  STATE/COUNTY-  LA/CONCORDIA
 BW1263  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1263
 BW1263                         *CURRENT SURVEY CONTROL
 BW1263  ___________________________________________________________________
 BW1263* NAD 83(1986)-  31 10 39.     (N)    091 37 51.     (W)     SCALED    
 BW1263* NAVD 88     -        16.50   (+/-2cm)      54.1    (feet)  VERTCON   
 BW1263  ___________________________________________________________________
 BW1263  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BW1263
 BW1263  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1263
 BW1263.The horizontal coordinates were scaled from a topographic map and have
 BW1263.an estimated accuracy of +/- 6 seconds.
 BW1263
 BW1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1263.The vertical order pertains to the NGVD 29 superseded value.
 BW1263
 BW1263.The geoid height was determined by GEOID03.
 BW1263
 BW1263;                    North         East    Units  Estimated Accuracy
 BW1263;SPC LA N     -    75,450.    1,082,850.      MT  (+/- 180 meters Scaled)
 BW1263
 BW1263                          SUPERSEDED SURVEY CONTROL
 BW1263
 BW1263  NGVD 29 (??/??/92)   16.48   (m)           54.1    (f) COMPUTED    1 2
 BW1263
 BW1263.Superseded values are not recommended for survey control.
 BW1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1263.See file dsdata.txt to determine how the superseded data were derived.
 BW1263
 BW1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ304500(NAD 83)
 BW1263_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1263_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1263
 BW1263  HISTORY     - Date     Condition        Report By
 BW1263  HISTORY     - UNK      MONUMENTED       DOD
 BW1263  HISTORY     - 1966     GOOD             NGS
 BW1263
 BW1263                          STATION DESCRIPTION
 BW1263
 BW1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1263'0.95 MI S FROM SHAW.
 BW1263'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1263'SCHOOLHOUSE AT SHAW, IN SECTION 23, T 3 N, R 8 E, BEHIND A SMALL HOUSE
 BW1263'THAT IS OCCUPIED BY A NEGRO FAMILY, 314 FEET WEST OF THE CENTER LINE
 BW1263'OF A CATTLE GUARD, 270 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BW1263'SMALL STORE, 220 FEET WEST OF A POINT IN LINE WITH A ROW OF POLES, 10
 BW1263'FEET NORTH OF THE CENTER LINE OF A NARROW LANE, 4 FEET NORTH OF A
 BW1263'FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 25 FEET BELOW THE
 BW1263'LEVEL OF THE HIGHWAY, A 4-INCH IRON PIPE BEARING A BRASS CAP AND
 BW1263'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1172 ***********************************************************************
 CP1172  DESIGNATION -  94/3
 CP1172  PID         -  CP1172
 CP1172  STATE/COUNTY-  LA/EAST CARROLL
 CP1172  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1172
 CP1172                         *CURRENT SURVEY CONTROL
 CP1172  ___________________________________________________________________
 CP1172* NAD 83(1986)-  32 39 23.     (N)    091 10 26.     (W)     SCALED    
 CP1172* NAVD 88     -        30.59   (+/-2cm)     100.4    (feet)  VERTCON   
 CP1172  ___________________________________________________________________
 CP1172  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1172
 CP1172  VERT ORDER  -  ? (See Below)
 CP1172
 CP1172.The horizontal coordinates were scaled from a topographic map and have
 CP1172.an estimated accuracy of +/- 6 seconds.
 CP1172
 CP1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1172.The vertical order pertains to the NGVD 29 superseded value.
 CP1172
 CP1172.The geoid height was determined by GEOID03.
 CP1172
 CP1172;                    North         East    Units  Estimated Accuracy
 CP1172;SPC LA N     -   239,860.    1,124,400.      MT  (+/- 180 meters Scaled)
 CP1172
 CP1172                          SUPERSEDED SURVEY CONTROL
 CP1172
 CP1172  NGVD 29 (??/??/92)   30.637  (m)          100.51   (f) ADJ UNCH    ?  
 CP1172
 CP1172.Superseded values are not recommended for survey control.
 CP1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1172.See file dsdata.txt to determine how the superseded data were derived.
 CP1172
 CP1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712146(NAD 83)
 CP1172_MARKER: P = PIPE CAP
 CP1172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1172
 CP1172  HISTORY     - Date     Condition        Report By
 CP1172  HISTORY     - UNK      MONUMENTED       DOD
 CP1172  HISTORY     - 1934     GOOD             DOD
 CP1172
 CP1172                          STATION DESCRIPTION
 CP1172
 CP1172'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1172'1.6 MI S FROM TRANSYLVANIA.
 CP1172'P.B.M. IS A STONE POST ON RIGHT BANK OF MISS. RIVER, EAST CARROLL
 CP1172'PARISH, LA., BACK OF UPPER PART OF ISLAND 97.  ABOUT 1.5 MILES BELOW
 CP1172'TRANSYLVANIA LANDING AND TRANSYLVANIA RAILROAD DEPOT.  ABOUT 660
 CP1172'METERS BELOW A Z SHAPED DOUBLE ANGLE IN LEVEE.  115 METERS BACK OF
 CP1172'BANK OF CHUTE.  41 METERS BACK OF CENTER OF LEVEE AT A POINT 31 METERS
 CP1172'ABOVE ANGLE IN LEVEE AND ROAD CROSSING.  IN OPEN GROUND ON LINE
 CP1172'BETWEEN TRI. STA. WILTON AND P.B.M. 94/4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1175 ***********************************************************************
 CP1175  DESIGNATION -  94/4
 CP1175  PID         -  CP1175
 CP1175  STATE/COUNTY-  LA/EAST CARROLL
 CP1175  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1175
 CP1175                         *CURRENT SURVEY CONTROL
 CP1175  ___________________________________________________________________
 CP1175* NAD 83(1986)-  32 39 24.     (N)    091 10 52.     (W)     SCALED    
 CP1175* NAVD 88     -        28.89   (+/-2cm)      94.8    (feet)  VERTCON   
 CP1175  ___________________________________________________________________
 CP1175  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1175
 CP1175  VERT ORDER  -  ? (See Below)
 CP1175
 CP1175.The horizontal coordinates were scaled from a topographic map and have
 CP1175.an estimated accuracy of +/- 6 seconds.
 CP1175
 CP1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1175.The vertical order pertains to the NGVD 29 superseded value.
 CP1175
 CP1175.The geoid height was determined by GEOID03.
 CP1175
 CP1175;                    North         East    Units  Estimated Accuracy
 CP1175;SPC LA N     -   239,880.    1,123,730.      MT  (+/- 180 meters Scaled)
 CP1175
 CP1175                          SUPERSEDED SURVEY CONTROL
 CP1175
 CP1175  NGVD 29 (??/??/92)   28.934  (m)           94.93   (f) ADJ UNCH    ?  
 CP1175
 CP1175.Superseded values are not recommended for survey control.
 CP1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1175.See file dsdata.txt to determine how the superseded data were derived.
 CP1175
 CP1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705146(NAD 83)
 CP1175_MARKER: P = PIPE CAP
 CP1175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1175_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1175
 CP1175  HISTORY     - Date     Condition        Report By
 CP1175  HISTORY     - UNK      MONUMENTED       DOD
 CP1175  HISTORY     - 1934     GOOD             DOD
 CP1175
 CP1175                          STATION DESCRIPTION
 CP1175
 CP1175'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1175'1 MI S FROM TRANSYLVANIA.
 CP1175'P.B.M. IS A STONE POST ON RIGHT BANK OF MISS. RIVER, EAST CARROLL
 CP1175'PARISH, LA.  BACK OF UPPER END OF ISLAND 97.  3035 FEET BACK OF BANK
 CP1175'OF CHUTE.  2822 FEET BACK OF LEVEE.  32 FEET BACK OF CENTER OF MO.
 CP1175'PAC. R.R.  1 1/8 MILES BELOW TRANSYLVANIA R.R. DEPOT.  IN BORROW PIT.
 CP1175'459 FEET BELOW R.R. BRIDGE.  1280 FEET BELOW R.R. MILEPOST 377 FEET
 CP1175'ABOVE FENCE AROUND BUILDING ON WILTON PLANTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0723 ***********************************************************************
 CP0723  DESIGNATION -  95 M BOLT RESET
 CP0723  PID         -  CP0723
 CP0723  STATE/COUNTY-  LA/MADISON
 CP0723  USGS QUAD   -  YOKENA (1973)
 CP0723
 CP0723                         *CURRENT SURVEY CONTROL
 CP0723  ___________________________________________________________________
 CP0723* NAD 83(1986)-  32 14 45.     (N)    090 59 28.     (W)     SCALED    
 CP0723* NAVD 88     -        23.81   (+/-2cm)      78.1    (feet)  VERTCON   
 CP0723  ___________________________________________________________________
 CP0723  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0723
 CP0723  VERT ORDER  -  ? (See Below)
 CP0723
 CP0723.The horizontal coordinates were scaled from a topographic map and have
 CP0723.an estimated accuracy of +/- 6 seconds.
 CP0723
 CP0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0723.The vertical order pertains to the NGVD 29 superseded value.
 CP0723
 CP0723.The geoid height was determined by GEOID03.
 CP0723
 CP0723;                    North         East    Units  Estimated Accuracy
 CP0723;SPC LA N     -   194,560.    1,142,180.      MT  (+/- 180 meters Scaled)
 CP0723
 CP0723                          SUPERSEDED SURVEY CONTROL
 CP0723
 CP0723  NGVD 29 (??/??/92)   23.843  (m)           78.22   (f) ADJ UNCH    ?  
 CP0723
 CP0723.Superseded values are not recommended for survey control.
 CP0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0723.See file dsdata.txt to determine how the superseded data were derived.
 CP0723
 CP0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR892694(NAD 83)
 CP0723_MARKER: B = BOLT
 CP0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0723_SP_SET: STONE
 CP0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0723+STABILITY: SURFACE MOTION
 CP0723
 CP0723  HISTORY     - Date     Condition        Report By
 CP0723  HISTORY     - UNK      MONUMENTED       DOD
 CP0723  HISTORY     - 1934     GOOD             DOD
 CP0723
 CP0723                          STATION DESCRIPTION
 CP0723
 CP0723'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0723'7.3 MI SW FROM DELTA POINT.
 CP0723'ABOUT 7.3 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0723'DELTA), MADISON PARISH, ABOUT 3/4 MILE WEST OF BEDFORD LANDING,
 CP0723'OPPOSITE THE FOOT OF RACETRACK TOWHEAD, ABOUT 1,000 FEET SOUTHWEST OF
 CP0723'THE LEVEE STATION OF THE NEW LEVEE (BOUNDARY LINE BETWEEN VICKSBURG
 CP0723'AND SECOND NEW ORLEANS ENGINEER DISTRICTS), ABOUT 820 FEET UPSTREAM
 CP0723'FROM P.B.M. 109/D = LIMIT (U.S.E.), DESCRIBED BELOW, ABOUT 300 FEET
 CP0723'SOUTH OF THE LOWER END OF A DRAINAGE DITCH, ABOUT 250 FEET SOUTHWEST
 CP0723'OF A RAMP ON THE WEST SIDE OF THE LEVEE, ABOUT 225 FEET LANDSIDE OF
 CP0723'THE CENTER LINE OF THE LEVEE, 75 FEET BACK OF THE TOE OF THE NEW
 CP0723'LEVEE, AT THE UPSTREAM END OF A PARTIALLY CLEARED FIELD, 95 FEET
 CP0723'SOUTHEAST OF A NAIL IN A 16-INCH OAK TREE, AND 25 FEET FROM THE CENTER
 CP0723'LINE OF A DIRT ROAD.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 CP0723'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CP0723'PROJECTING ABOUT 18 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CP0723'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0724 ***********************************************************************
 CP0724  DESIGNATION -  95 M CAP RESET
 CP0724  PID         -  CP0724
 CP0724  STATE/COUNTY-  LA/MADISON
 CP0724  USGS QUAD   -  YOKENA (1973)
 CP0724
 CP0724                         *CURRENT SURVEY CONTROL
 CP0724  ___________________________________________________________________
 CP0724* NAD 83(1986)-  32 14 44.     (N)    090 59 28.     (W)     SCALED    
 CP0724* NAVD 88     -        25.04   (+/-2cm)      82.2    (feet)  VERTCON   
 CP0724  ___________________________________________________________________
 CP0724  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0724
 CP0724  VERT ORDER  -  ? (See Below)
 CP0724
 CP0724.The horizontal coordinates were scaled from a topographic map and have
 CP0724.an estimated accuracy of +/- 6 seconds.
 CP0724
 CP0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0724.The vertical order pertains to the NGVD 29 superseded value.
 CP0724
 CP0724.The geoid height was determined by GEOID03.
 CP0724
 CP0724;                    North         East    Units  Estimated Accuracy
 CP0724;SPC LA N     -   194,530.    1,142,180.      MT  (+/- 180 meters Scaled)
 CP0724
 CP0724                          SUPERSEDED SURVEY CONTROL
 CP0724
 CP0724  NGVD 29 (??/??/92)   25.068  (m)           82.24   (f) ADJ UNCH    ?  
 CP0724
 CP0724.Superseded values are not recommended for survey control.
 CP0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0724.See file dsdata.txt to determine how the superseded data were derived.
 CP0724
 CP0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR892694(NAD 83)
 CP0724_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0724_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0724
 CP0724  HISTORY     - Date     Condition        Report By
 CP0724  HISTORY     - UNK      MONUMENTED       DOD
 CP0724  HISTORY     - 1934     GOOD             DOD
 CP0724
 CP0724                          STATION DESCRIPTION
 CP0724
 CP0724'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0724'7.3 MI SW FROM DELTA POINT.
 CP0724'ABOUT 7.3 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0724'DELTA), MADISON PARISH, ABOUT 3/4 MILE WEST OF BEDFORD LANDING,
 CP0724'OPPOSITE THE FOOT OF RACETRACK TOWHEAD, ABOUT 1,000 FEET SOUTHWEST OF
 CP0724'THE LEVEE STATION OF THE NEW LEVEE (BOUNDARY LINE BETWEEN VICKSBURG
 CP0724'AND SECOND NEW ORLEANS ENGINEER DISTRICTS), ABOUT 820 FEET UPSTREAM
 CP0724'FROM P.B.M. 109/D = LIMIT (U.S.E.), DESCRIBED BELOW, ABOUT 300 FEET
 CP0724'SOUTH OF THE LOWER END OF A DRAINAGE DITCH, ABOUT 250 FEET SOUTHWEST
 CP0724'OF A RAMP ON THE WEST SIDE OF THE LEVEE, ABOUT 225 FEET LANDSIDE OF
 CP0724'THE CENTER LINE OF THE LEVEE, 75 FEET BACK OF THE TOE OF THE NEW
 CP0724'LEVEE, AT THE UPSTREAM END OF A PARTIALLY CLEARED FIELD, 95 FEET
 CP0724'SOUTHEAST OF A NAIL IN A 16-INCH OAK TREE, AND 25 FEET FROM THE CENTER
 CP0724'LINE OF A DIRT ROAD.  AN IRON PIPE PROJECTING ABOUT 18 INCHES ABOVE
 CP0724'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1400 ***********************************************************************
 BX1400  DESIGNATION -  95 USGS
 BX1400  PID         -  BX1400
 BX1400  STATE/COUNTY-  LA/GRANT
 BX1400  USGS QUAD   -  COLFAX (1985)
 BX1400
 BX1400                         *CURRENT SURVEY CONTROL
 BX1400  ___________________________________________________________________
 BX1400* NAD 83(1986)-  31 33 28.     (N)    092 44 51.     (W)     SCALED    
 BX1400* NAVD 88     -        29.11   (+/-2cm)      95.5    (feet)  VERTCON   
 BX1400  ___________________________________________________________________
 BX1400  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1400
 BX1400  VERT ORDER  -  ? (See Below)
 BX1400
 BX1400.The horizontal coordinates were scaled from a topographic map and have
 BX1400.an estimated accuracy of +/- 6 seconds.
 BX1400
 BX1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1400.The vertical order pertains to the NGVD 29 superseded value.
 BX1400
 BX1400.The geoid height was determined by GEOID03.
 BX1400
 BX1400;                    North         East    Units  Estimated Accuracy
 BX1400;SPC LA N     -   117,310.      976,500.      MT  (+/- 180 meters Scaled)
 BX1400
 BX1400                          SUPERSEDED SURVEY CONTROL
 BX1400
 BX1400  NGVD 29 (??/??/??)   29.120  (m)           95.54   (f) ADJUSTED    ?  
 BX1400
 BX1400.Superseded values are not recommended for survey control.
 BX1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1400.See file dsdata.txt to determine how the superseded data were derived.
 BX1400
 BX1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ239914(NAD 83)
 BX1400_MARKER: P = PIPE CAP
 BX1400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1400_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1400
 BX1400  HISTORY     - Date     Condition        Report By
 BX1400  HISTORY     - UNK      MONUMENTED       USGS
 BX1400  HISTORY     - 1949     MARK NOT FOUND   CGS
 BX1400
 BX1400                          STATION DESCRIPTION
 BX1400
 BX1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1400'IN PHILLIPS.
 BX1400'AT PHILLIPS, GRANT PARISH, AT THE LOUISIANA AND ARKANSAS RAILWAY
 BX1400'STATION, 50 FEET SW OF A ROAD CROSSING, 18 FT SE OF A SWEET-GUM TREE,
 BX1400'15 FEET SOUTH OF THE ROAD, AND WEST OF THE TRACK.  A UNITED STATES
 BX1400'GEOLOGICAL SURVEY STANDARD CAP STAMPED 95 AND RIVETED ON THE TOP OF A
 BX1400'3 1/2 INCH IRON PIPE.  NOTE-- A LEVEE HAS BEEN BUILT AT THE PLACE
 BX1400'WHERE THE MARK SHOULD BE AND IT IS BELIEVED TO BE UNDER A VERY DEEP
 BX1400'FILL.  NOTE-- THE PHILLIPS RAILROAD STATION HAS BEEN MOVED AND IS NOW
 BX1400'4.3 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 BX1400'STATION AT COLFAX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1142 ***********************************************************************
 CP1142  DESIGNATION -  950 A BOLT
 CP1142  PID         -  CP1142
 CP1142  STATE/COUNTY-  LA/EAST CARROLL
 CP1142  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1142
 CP1142                         *CURRENT SURVEY CONTROL
 CP1142  ___________________________________________________________________
 CP1142* NAD 83(1986)-  32 47 21.     (N)    091 10 31.     (W)     SCALED    
 CP1142* NAVD 88     -        29.39   (+/-2cm)      96.4    (feet)  VERTCON   
 CP1142  ___________________________________________________________________
 CP1142  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1142
 CP1142  VERT ORDER  -  ? (See Below)
 CP1142
 CP1142.The horizontal coordinates were scaled from a topographic map and have
 CP1142.an estimated accuracy of +/- 6 seconds.
 CP1142
 CP1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1142.The vertical order pertains to the NGVD 29 superseded value.
 CP1142
 CP1142.The geoid height was determined by GEOID03.
 CP1142
 CP1142;                    North         East    Units  Estimated Accuracy
 CP1142;SPC LA N     -   254,580.    1,124,090.      MT  (+/- 180 meters Scaled)
 CP1142
 CP1142                          SUPERSEDED SURVEY CONTROL
 CP1142
 CP1142  NGVD 29 (??/??/92)   29.439  (m)           96.58   (f) ADJ UNCH    ?  
 CP1142
 CP1142.Superseded values are not recommended for survey control.
 CP1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1142.See file dsdata.txt to determine how the superseded data were derived.
 CP1142
 CP1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS708293(NAD 83)
 CP1142_MARKER: B = BOLT
 CP1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1142_SP_SET: STONE
 CP1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1142+STABILITY: SURFACE MOTION
 CP1142
 CP1142  HISTORY     - Date     Condition        Report By
 CP1142  HISTORY     - UNK      MONUMENTED       DOD
 CP1142  HISTORY     - 1934     GOOD             DOD
 CP1142
 CP1142                          STATION DESCRIPTION
 CP1142
 CP1142'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1142'IN LAKE PROVIDENCE.
 CP1142'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1142'MISS. RIVER, EAST CARROLL PARISH, LA., ABOUT 1 MILE SOUTH OF THE
 CP1142'CENTER OF LAKE PROVIDENCE, LA.  820 FEET EAST OF CENTER LINE OF
 CP1142'HIGHWAY NO. 65.  9 FEET EAST OF 12-INCH HACKBERRY TREE.  6 FEET EAST
 CP1142'OF SMALL DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1141 ***********************************************************************
 CP1141  DESIGNATION -  950 A CAP
 CP1141  PID         -  CP1141
 CP1141  STATE/COUNTY-  LA/EAST CARROLL
 CP1141  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1141
 CP1141                         *CURRENT SURVEY CONTROL
 CP1141  ___________________________________________________________________
 CP1141* NAD 83(1986)-  32 47 21.     (N)    091 10 31.     (W)     SCALED    
 CP1141* NAVD 88     -        30.60   (+/-2cm)     100.4    (feet)  VERTCON   
 CP1141  ___________________________________________________________________
 CP1141  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1141
 CP1141  VERT ORDER  -  ? (See Below)
 CP1141
 CP1141.The horizontal coordinates were scaled from a topographic map and have
 CP1141.an estimated accuracy of +/- 6 seconds.
 CP1141
 CP1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1141.The vertical order pertains to the NGVD 29 superseded value.
 CP1141
 CP1141.The geoid height was determined by GEOID03.
 CP1141
 CP1141;                    North         East    Units  Estimated Accuracy
 CP1141;SPC LA N     -   254,580.    1,124,090.      MT  (+/- 180 meters Scaled)
 CP1141
 CP1141                          SUPERSEDED SURVEY CONTROL
 CP1141
 CP1141  NGVD 29 (??/??/92)   30.656  (m)          100.58   (f) ADJ UNCH    ?  
 CP1141
 CP1141.Superseded values are not recommended for survey control.
 CP1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1141.See file dsdata.txt to determine how the superseded data were derived.
 CP1141
 CP1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS708293(NAD 83)
 CP1141_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1141_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1141_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1141
 CP1141  HISTORY     - Date     Condition        Report By
 CP1141  HISTORY     - UNK      MONUMENTED       DOD
 CP1141  HISTORY     - 1934     GOOD             DOD
 CP1141
 CP1141                          STATION DESCRIPTION
 CP1141
 CP1141'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1141'IN LAKE PROVIDENCE.
 CP1141'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON RIGHT BANK OF
 CP1141'MISS. RIVER, EAST CARROLL PARISH, LA., ABOUT 1 MILE SOUTH OF THE
 CP1141'CENTER OF LAKE PROVIDENCE, LA.  820 FEET EAST OF CENTER LINE OF
 CP1141'HIGHWAY NO. 65.  9 FEET EAST OF 12-INCH HACKBERRY TREE.  6 FEET EAST
 CP1141'OF SMALL DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3987 ***********************************************************************
 BJ3987  DESIGNATION -  952
 BJ3987  PID         -  BJ3987
 BJ3987  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3987  USGS QUAD   -  WATSON (1980)
 BJ3987
 BJ3987                         *CURRENT SURVEY CONTROL
 BJ3987  ___________________________________________________________________
 BJ3987* NAD 83(1986)-  30 34 13.     (N)    090 59 24.     (W)     SCALED    
 BJ3987* NAVD 88     -        19.267  (meters)      63.21   (feet)  ADJUSTED  
 BJ3987  ___________________________________________________________________
 BJ3987  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3987  DYNAMIC HT  -          19.242 (meters)      63.13  (feet)  COMP
 BJ3987  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ3987
 BJ3987  VERT ORDER  -  SECOND    CLASS II
 BJ3987
 BJ3987.The horizontal coordinates were scaled from a topographic map and have
 BJ3987.an estimated accuracy of +/- 6 seconds.
 BJ3987
 BJ3987.The orthometric height was determined by differential leveling
 BJ3987.and adjusted by the National Geodetic Survey in February 1994..
 BJ3987
 BJ3987.The geoid height was determined by GEOID03.
 BJ3987
 BJ3987.The dynamic height is computed by dividing the NAVD 88
 BJ3987.geopotential number by the normal gravity value computed on the
 BJ3987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3987.degrees latitude (g = 980.6199 gals.).
 BJ3987
 BJ3987.The modeled gravity was interpolated from observed gravity values.
 BJ3987
 BJ3987;                    North         East    Units  Estimated Accuracy
 BJ3987;SPC LA S     -   229,530.    1,032,940.      MT  (+/- 180 meters Scaled)
 BJ3987
 BJ3987                          SUPERSEDED SURVEY CONTROL
 BJ3987
 BJ3987.No superseded survey control is available for this station.
 BJ3987
 BJ3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP927837(NAD 83)
 BJ3987_MARKER: DB = BENCH MARK DISK
 BJ3987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3987_SP_SET: CONCRETE POST
 BJ3987_STAMPING: 952
 BJ3987_MARK LOGO: LAGS  
 BJ3987_PROJECTION: FLUSH
 BJ3987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3987+STABILITY: SURFACE MOTION
 BJ3987
 BJ3987  HISTORY     - Date     Condition        Report By
 BJ3987  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3987  HISTORY     - 1987     GOOD             LA-033
 BJ3987
 BJ3987                          STATION DESCRIPTION
 BJ3987
 BJ3987'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3987'3.2 KM (2 MI) SOUTH FROM INDIAN MOUND.
 BJ3987'ABOUT 18.8 KM (11.7 MI) NORTHEAST ON STATE HIGHWAY 37 (GREENWELL
 BJ3987'SPRINGS ROAD) FROM THE INTERSECTION OF U.S. HIGHWAY 61 (AIRLINE
 BJ3987'HIGHWAY) AND HIGHWAY 37 TO THE MARK ON THE RIGHT, ALSO ABOUT 0.4 KM
 BJ3987'(0.25 MI) SOUTH OF THE INTERSECTION OF HOOPER ROAD AND GREENWELL
 BJ3987'SPRINGS ROAD 19.2 METERS (63 FT) SOUTH OF A 40-INCH OAK TREE, 9.8
 BJ3987'METERS (32 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METERS (3
 BJ3987'FT) NORTH OF THE NORTH EDGE OF A CONCRETE DRIVEWAY LEADING TO A LARGE
 BJ3987'BRICK HOUSE, AND 0.9 METERS (3 FT) EAST OF THE NORTH END OF A METAL
 BJ3987'CULVERT UNDER THE DRIVEWAY.
 BJ3987'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3987'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3986 ***********************************************************************
 BJ3986  DESIGNATION -  954
 BJ3986  PID         -  BJ3986
 BJ3986  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3986  USGS QUAD   -  WATSON (1980)
 BJ3986
 BJ3986                         *CURRENT SURVEY CONTROL
 BJ3986  ___________________________________________________________________
 BJ3986* NAD 83(1986)-  30 33 54.     (N)    090 59 18.     (W)     SCALED    
 BJ3986* NAVD 88     -        18.743  (meters)      61.49   (feet)  ADJUSTED  
 BJ3986  ___________________________________________________________________
 BJ3986  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3986  DYNAMIC HT  -          18.718 (meters)      61.41  (feet)  COMP
 BJ3986  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ3986
 BJ3986  VERT ORDER  -  SECOND    CLASS II
 BJ3986
 BJ3986.The horizontal coordinates were scaled from a topographic map and have
 BJ3986.an estimated accuracy of +/- 6 seconds.
 BJ3986
 BJ3986.The orthometric height was determined by differential leveling
 BJ3986.and adjusted by the National Geodetic Survey in February 1994..
 BJ3986
 BJ3986.The geoid height was determined by GEOID03.
 BJ3986
 BJ3986.The dynamic height is computed by dividing the NAVD 88
 BJ3986.geopotential number by the normal gravity value computed on the
 BJ3986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3986.degrees latitude (g = 980.6199 gals.).
 BJ3986
 BJ3986.The modeled gravity was interpolated from observed gravity values.
 BJ3986
 BJ3986;                    North         East    Units  Estimated Accuracy
 BJ3986;SPC LA S     -   228,950.    1,033,100.      MT  (+/- 180 meters Scaled)
 BJ3986
 BJ3986                          SUPERSEDED SURVEY CONTROL
 BJ3986
 BJ3986.No superseded survey control is available for this station.
 BJ3986
 BJ3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP929831(NAD 83)
 BJ3986_MARKER: DB = BENCH MARK DISK
 BJ3986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3986_SP_SET: CONCRETE POST
 BJ3986_STAMPING: 954
 BJ3986_MARK LOGO: LAGS  
 BJ3986_PROJECTION: FLUSH
 BJ3986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3986+STABILITY: SURFACE MOTION
 BJ3986
 BJ3986  HISTORY     - Date     Condition        Report By
 BJ3986  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3986  HISTORY     - 1987     GOOD             LA-033
 BJ3986
 BJ3986                          STATION DESCRIPTION
 BJ3986
 BJ3986'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3986'3.9 KM (2.4 MI) SOUTH FROM INDIAN MOUND.
 BJ3986'ABOUT 18.1 KM (11.3 MI) NORTHEAST ON STATE HIGHWAY 37 (GREENWELL
 BJ3986'SPRINGS ROAD) FROM THE INTERSECTION ON U.S. HIGHWAY 61 (AIRLINE
 BJ3986'HIGHWAY) AND STATE HIGHWAY 37 TO THE MARK ON THE RIGHT, ALSO ABOUT 1
 BJ3986'KM (0.6 MI) SOUTH OF THE INTERSECTION OF HOOPER ROAD AND GREENWELL
 BJ3986'SPRINGS ROAD, 88.4 METERS (290 FT) SOUTH OF A DRIVEWAY LEADING WEST,
 BJ3986'9.4 METERS (31 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 4.3
 BJ3986'METERS (14 FT) SOUTH OF A DRIVEWAY.
 BJ3986'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ3986'THE MARK IS 10.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3984 ***********************************************************************
 BJ3984  DESIGNATION -  956
 BJ3984  PID         -  BJ3984
 BJ3984  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3984  USGS QUAD   -  WATSON (1980)
 BJ3984
 BJ3984                         *CURRENT SURVEY CONTROL
 BJ3984  ___________________________________________________________________
 BJ3984* NAD 83(1986)-  30 33 25.     (N)    090 58 58.     (W)     SCALED    
 BJ3984* NAVD 88     -        16.670  (meters)      54.69   (feet)  ADJUSTED  
 BJ3984  ___________________________________________________________________
 BJ3984  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3984  DYNAMIC HT  -          16.648 (meters)      54.62  (feet)  COMP
 BJ3984  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3984
 BJ3984  VERT ORDER  -  SECOND    CLASS II
 BJ3984
 BJ3984.The horizontal coordinates were scaled from a topographic map and have
 BJ3984.an estimated accuracy of +/- 6 seconds.
 BJ3984
 BJ3984.The orthometric height was determined by differential leveling
 BJ3984.and adjusted by the National Geodetic Survey in February 1994..
 BJ3984
 BJ3984.The geoid height was determined by GEOID03.
 BJ3984
 BJ3984.The dynamic height is computed by dividing the NAVD 88
 BJ3984.geopotential number by the normal gravity value computed on the
 BJ3984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3984.degrees latitude (g = 980.6199 gals.).
 BJ3984
 BJ3984.The modeled gravity was interpolated from observed gravity values.
 BJ3984
 BJ3984;                    North         East    Units  Estimated Accuracy
 BJ3984;SPC LA S     -   228,060.    1,033,630.      MT  (+/- 180 meters Scaled)
 BJ3984
 BJ3984                          SUPERSEDED SURVEY CONTROL
 BJ3984
 BJ3984.No superseded survey control is available for this station.
 BJ3984
 BJ3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP934822(NAD 83)
 BJ3984_MARKER: DB = BENCH MARK DISK
 BJ3984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3984_SP_SET: CONCRETE POST
 BJ3984_STAMPING: 956
 BJ3984_MARK LOGO: LAGS  
 BJ3984_PROJECTION: FLUSH
 BJ3984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3984+STABILITY: SURFACE MOTION
 BJ3984
 BJ3984  HISTORY     - Date     Condition        Report By
 BJ3984  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3984  HISTORY     - 1987     GOOD             LA-033
 BJ3984
 BJ3984                          STATION DESCRIPTION
 BJ3984
 BJ3984'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3984'4.9 KM (3.1 MI) SOUTH FROM INDIAN MOUND.
 BJ3984'ABOUT 17.4 KM (10.8 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3984'SPRINGS ROAD) FROM THE INTERSECTION OF HIGHWAY 37 AND U.S. HIGHWAY
 BJ3984'61 (AIRLINE HIGHWAY) TO THE MARK ON THE RIGHT, ALSO 2 KM (1.25 MI)
 BJ3984'SOUTH OF THE INTERSECTION OF HOOPER ROAD AND GREENWELL SPRINGS ROAD
 BJ3984'30 METERS (98.5 FT) WEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 BJ3984'13.2 METERS (45 FT) WEST OF A CHAIN LINK FENCE, 11.3 METERS (37 FT)
 BJ3984'WEST OF THE CENTERLINE OF THE HIGHWAY, 9.1 METERS (30 FT) SOUTH OF
 BJ3984'THE SOUTH END OF A CONCRETE CULVERT UNDER THE DRIVEWAY AND 12.8
 BJ3984'METERS (42 FT) SOUTHWEST OF A 40-INCH OAK TREE.
 BJ3984'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3984'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0010 ***********************************************************************
 BW0010  DESIGNATION -  96 DIETZE BOLT
 BW0010  PID         -  BW0010
 BW0010  STATE/COUNTY-  LA/CONCORDIA
 BW0010  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0010
 BW0010                         *CURRENT SURVEY CONTROL
 BW0010  ___________________________________________________________________
 BW0010* NAD 83(1986)-  31 07 44.     (N)    091 38 26.     (W)     SCALED    
 BW0010* NAVD 88     -        14.819  (meters)      48.62   (feet)  ADJUSTED  
 BW0010  ___________________________________________________________________
 BW0010  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BW0010  DYNAMIC HT  -          14.800 (meters)      48.56  (feet)  COMP
 BW0010  MODELED GRAV-     979,401.2   (mgal)                       NAVD 88
 BW0010
 BW0010  VERT ORDER  -  FIRST     CLASS I
 BW0010
 BW0010.The horizontal coordinates were scaled from a topographic map and have
 BW0010.an estimated accuracy of +/- 6 seconds.
 BW0010
 BW0010.The orthometric height was determined by differential leveling
 BW0010.and adjusted by the National Geodetic Survey in February 1994..
 BW0010
 BW0010.The geoid height was determined by GEOID03.
 BW0010
 BW0010.The dynamic height is computed by dividing the NAVD 88
 BW0010.geopotential number by the normal gravity value computed on the
 BW0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0010.degrees latitude (g = 980.6199 gals.).
 BW0010
 BW0010.The modeled gravity was interpolated from observed gravity values.
 BW0010
 BW0010;                    North         East    Units  Estimated Accuracy
 BW0010;SPC LA N     -    70,060.    1,081,970.      MT  (+/- 180 meters Scaled)
 BW0010
 BW0010                          SUPERSEDED SURVEY CONTROL
 BW0010
 BW0010  NAVD 88 (06/15/91)   14.842  (m)           48.69   (f) UNKNOWN     1 1
 BW0010  NGVD 29 (??/??/??)   14.792  (m)           48.53   (f) ADJUSTED    1 1
 BW0010
 BW0010.Superseded values are not recommended for survey control.
 BW0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0010.See file dsdata.txt to determine how the superseded data were derived.
 BW0010
 BW0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ296446(NAD 83)
 BW0010_MARKER: B = BOLT
 BW0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0010_SP_SET: CONCRETE SLAB
 BW0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0010
 BW0010  HISTORY     - Date     Condition        Report By
 BW0010  HISTORY     - UNK      MONUMENTED       DOD
 BW0010  HISTORY     - 1966     GOOD             NGS
 BW0010  HISTORY     - 1976     GOOD             NGS
 BW0010
 BW0010                          STATION DESCRIPTION
 BW0010
 BW0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0010'4.65 MI S FROM SHAW.
 BW0010'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE BRICK
 BW0010'SCHOOLHOUSE AT SHAW, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD
 BW0010'WHICH PARALLELS THE WEST SIDE OF STATE HIGHWAY 15, IN SECTION 47, T 2
 BW0010'N, R 8 E, ABOUT 0.45 MILE SOUTH OF A GROUP OF STOCK PENS, ABOUT 0.2
 BW0010'MILE SOUTH OF 3 STORAGE TANKS, ABOUT 0.1 MILE NORTH OF AN OIL WELL,
 BW0010'ABOUT 150 YARDS SOUTHWEST OF AN ABANDONED CONCRETE FOUNDATION FOR AN
 BW0010'OIL WELL, 106 YARDS SOUTH OF A FENCE, 53 FEET EAST OF THE CENTER LINE
 BW0010'OF A GRAVELED ROAD, 2 1/2 FEET EAST OF A FENCE LINE, 1.5 FEET
 BW0010'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 BW0010'THE GRAVELED ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BW0010'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BW0010'IRON PIPE BEARING A BRASS CAP AND PROJECTING ABOUT 14 INCHES ABOVE THE
 BW0010'GROUND.
 BW0010
 BW0010                          STATION RECOVERY (1976)
 BW0010
 BW0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0010'2.7 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0010'HIGHWAY 910 AT SHAW, THENCE 2 MILES SOUTH ALONG A GRAVELED ROAD,
 BW0010'0.15 MILE SOUTH OF THE JUNCTION OF A FIELD ENTRANCE ROAD, ABOUT 150
 BW0010'YARDS SOUTHWEST OF AN ABANDONED CONCRETE FOUNDATION FOR AN OIL WELL,
 BW0010'53 FT. EAST OF THE CENTER LINE OF THE ROAD, 176 FT. EAST-NORTHEAST
 BW0010'OF A POWER LINE POLE, A COPPER BOLT SET IN TOP OF A CONCRETE SLAB
 BW0010'ABOUT 3 FT. BELOW THE GROUND, ACCESS IS HAD THROUGH A 4 INCH IRON PIPE
 BW0010'AND CAP THAT PROJECTS 14 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1273 ***********************************************************************
 BW1273  DESIGNATION -  96 DIETZE CAP
 BW1273  PID         -  BW1273
 BW1273  STATE/COUNTY-  LA/CONCORDIA
 BW1273  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1273
 BW1273                         *CURRENT SURVEY CONTROL
 BW1273  ___________________________________________________________________
 BW1273* NAD 83(1986)-  31 07 44.     (N)    091 38 26.     (W)     SCALED    
 BW1273* NAVD 88     -        16.05   (+/-2cm)      52.7    (feet)  VERTCON   
 BW1273  ___________________________________________________________________
 BW1273  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BW1273
 BW1273  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1273
 BW1273.The horizontal coordinates were scaled from a topographic map and have
 BW1273.an estimated accuracy of +/- 6 seconds.
 BW1273
 BW1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1273.The vertical order pertains to the NGVD 29 superseded value.
 BW1273
 BW1273.The geoid height was determined by GEOID03.
 BW1273
 BW1273;                    North         East    Units  Estimated Accuracy
 BW1273;SPC LA N     -    70,060.    1,081,970.      MT  (+/- 180 meters Scaled)
 BW1273
 BW1273                          SUPERSEDED SURVEY CONTROL
 BW1273
 BW1273  NGVD 29 (??/??/92)   16.02   (m)           52.6    (f) COMPUTED    1 2
 BW1273
 BW1273.Superseded values are not recommended for survey control.
 BW1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1273.See file dsdata.txt to determine how the superseded data were derived.
 BW1273
 BW1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ296446(NAD 83)
 BW1273_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1273_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1273
 BW1273  HISTORY     - Date     Condition        Report By
 BW1273  HISTORY     - UNK      MONUMENTED       DOD
 BW1273  HISTORY     - 1966     GOOD             NGS
 BW1273
 BW1273                          STATION DESCRIPTION
 BW1273
 BW1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1273'4.65 MI S FROM SHAW.
 BW1273'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE BRICK
 BW1273'SCHOOLHOUSE AT SHAW, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD
 BW1273'WHICH PARALLELS THE WEST SIDE OF STATE HIGHWAY 158 IN SECTION 47, T 2
 BW1273'N, R 8 E, ABOUT 0.45 MILE SOUTH OF A GROUP OF STOCK PENS, ABOUT 0.2
 BW1273'MILE SOUTH OF 3 STORAGE TANKS, ABOUT 0.1 MILE NORTH OF AN OIL WELL,
 BW1273'ABOUT 150 YARDS SOUTHWEST OF AN ABANDONED CONCRETE FOUNDATION FOR AN
 BW1273'OIL WELL, 106 YARDS SOUTH OF A FENCE, 53 FEET EAST OF THE CENTER LINE
 BW1273'OF A GRAVELED ROAD, 2 1/2 FEET EAST OF A FENCE LINE, 1.5 FEET
 BW1273'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 BW1273'THE GRAVELED ROAD.  A 4-INCH IRON PIPE BEARING A BRASS CAP AND
 BW1273'PROJECTING ABOUT 14 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3982 ***********************************************************************
 BJ3982  DESIGNATION -  963
 BJ3982  PID         -  BJ3982
 BJ3982  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3982  USGS QUAD   -  WATSON (1980)
 BJ3982
 BJ3982                         *CURRENT SURVEY CONTROL
 BJ3982  ___________________________________________________________________
 BJ3982* NAD 83(1986)-  30 32 08.     (N)    090 59 16.     (W)     SCALED    
 BJ3982* NAVD 88     -        14.108  (meters)      46.29   (feet)  ADJUSTED  
 BJ3982  ___________________________________________________________________
 BJ3982  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3982  DYNAMIC HT  -          14.090 (meters)      46.23  (feet)  COMP
 BJ3982  MODELED GRAV-     979,342.0   (mgal)                       NAVD 88
 BJ3982
 BJ3982  VERT ORDER  -  SECOND    CLASS II
 BJ3982
 BJ3982.The horizontal coordinates were scaled from a topographic map and have
 BJ3982.an estimated accuracy of +/- 6 seconds.
 BJ3982
 BJ3982.The orthometric height was determined by differential leveling
 BJ3982.and adjusted by the National Geodetic Survey in February 1994..
 BJ3982
 BJ3982.The geoid height was determined by GEOID03.
 BJ3982
 BJ3982.The dynamic height is computed by dividing the NAVD 88
 BJ3982.geopotential number by the normal gravity value computed on the
 BJ3982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3982.degrees latitude (g = 980.6199 gals.).
 BJ3982
 BJ3982.The modeled gravity was interpolated from observed gravity values.
 BJ3982
 BJ3982;                    North         East    Units  Estimated Accuracy
 BJ3982;SPC LA S     -   225,680.    1,033,160.      MT  (+/- 180 meters Scaled)
 BJ3982
 BJ3982                          SUPERSEDED SURVEY CONTROL
 BJ3982
 BJ3982.No superseded survey control is available for this station.
 BJ3982
 BJ3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP930798(NAD 83)
 BJ3982_MARKER: DB = BENCH MARK DISK
 BJ3982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3982_SP_SET: CONCRETE POST
 BJ3982_STAMPING: 963
 BJ3982_MARK LOGO: LAGS  
 BJ3982_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3982+STABILITY: SURFACE MOTION
 BJ3982
 BJ3982  HISTORY     - Date     Condition        Report By
 BJ3982  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3982  HISTORY     - 1987     GOOD             LA-033
 BJ3982
 BJ3982                          STATION DESCRIPTION
 BJ3982
 BJ3982'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3982'7.6 KM (4.7 MI) SOUTH FROM INDIAN MOUND.
 BJ3982'ABOUT 14.8 KM (9.2 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3982'SPRINGS ROAD) FROM THE INTERSECTION OF U.S HIGHWAY 61 (AIRLINE
 BJ3982'HIGHWAY) AND HIGHWAY 37 TO THE MARK ON THE RIGHT, 106 METERS (348 FT)
 BJ3982'NORTH OF THE CENTERLINE OF MAGNOLIA BRIDGE ROAD, 8.4 METERS (27.5 FT)
 BJ3982'EAST OF THE CENTERLINE OF THE HIGHWAY 37 AND 7 METERS (2 FT)
 BJ3982'NORTHEAST OF THE EAST END OF A CONCRETE CULVERT UNDER HIGHWAY 37.
 BJ3982'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3982'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3983 ***********************************************************************
 BJ3983  DESIGNATION -  964
 BJ3983  PID         -  BJ3983
 BJ3983  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3983  USGS QUAD   -  WATSON (1980)
 BJ3983
 BJ3983                         *CURRENT SURVEY CONTROL
 BJ3983  ___________________________________________________________________
 BJ3983* NAD 83(1986)-  30 31 55.     (N)    090 59 14.     (W)     SCALED    
 BJ3983* NAVD 88     -        16.515  (meters)      54.18   (feet)  ADJUSTED  
 BJ3983  ___________________________________________________________________
 BJ3983  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3983  DYNAMIC HT  -          16.493 (meters)      54.11  (feet)  COMP
 BJ3983  MODELED GRAV-     979,342.0   (mgal)                       NAVD 88
 BJ3983
 BJ3983  VERT ORDER  -  SECOND    CLASS II
 BJ3983
 BJ3983.The horizontal coordinates were scaled from a topographic map and have
 BJ3983.an estimated accuracy of +/- 6 seconds.
 BJ3983
 BJ3983.The orthometric height was determined by differential leveling
 BJ3983.and adjusted by the National Geodetic Survey in February 1994..
 BJ3983
 BJ3983.The geoid height was determined by GEOID03.
 BJ3983
 BJ3983.The dynamic height is computed by dividing the NAVD 88
 BJ3983.geopotential number by the normal gravity value computed on the
 BJ3983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3983.degrees latitude (g = 980.6199 gals.).
 BJ3983
 BJ3983.The modeled gravity was interpolated from observed gravity values.
 BJ3983
 BJ3983;                    North         East    Units  Estimated Accuracy
 BJ3983;SPC LA S     -   225,280.    1,033,210.      MT  (+/- 180 meters Scaled)
 BJ3983
 BJ3983                          SUPERSEDED SURVEY CONTROL
 BJ3983
 BJ3983.No superseded survey control is available for this station.
 BJ3983
 BJ3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP931794(NAD 83)
 BJ3983_MARKER: DB = BENCH MARK DISK
 BJ3983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3983_SP_SET: CONCRETE POST
 BJ3983_STAMPING: 964
 BJ3983_MARK LOGO: LAGS  
 BJ3983_PROJECTION: FLUSH
 BJ3983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3983+STABILITY: SURFACE MOTION
 BJ3983
 BJ3983  HISTORY     - Date     Condition        Report By
 BJ3983  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3983  HISTORY     - 1987     GOOD             LA-033
 BJ3983
 BJ3983                          STATION DESCRIPTION
 BJ3983
 BJ3983'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3983'7.9 KM (4.9 MI) SOUTH FROM INDIAN MOUND.
 BJ3983'ABOUT 14.5 KM (9 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3983'SPRINGS ROAD) FROM THE INTERSECTION OF U.S. HIGHWAY 61 (AIRLINE
 BJ3983'HIGHWAY) AND HIGHWAY 37 TO THE MARK ON THE RIGHT, 0.24 KM (0.15 MI)
 BJ3983'SOUTH OF MAGNOLIA BRIDGE ROAD, 70.4 METERS (231 FT) EAST OF THE
 BJ3983'SOUTHEAST CORNER OF A HOUSE, 27 METERS (91 FT) SOUTHEAST OF A LARGE
 BJ3983'LIVE OAK TREE, 21 METERS (69 FT) NORTHEAST OF CENTERLINE INTERSECTION
 BJ3983'OF HIGHWAY 37 AND THE DRIVEWAY TO THE HOUSE AND 11.3 METERS (37 FT)
 BJ3983'EAST OF THE CENTERLINE OF HIGHWAY 37.
 BJ3983'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3983'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3980 ***********************************************************************
 BJ3980  DESIGNATION -  965
 BJ3980  PID         -  BJ3980
 BJ3980  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3980  USGS QUAD   -  WATSON (1980)
 BJ3980
 BJ3980                         *CURRENT SURVEY CONTROL
 BJ3980  ___________________________________________________________________
 BJ3980* NAD 83(1986)-  30 31 32.     (N)    090 59 30.     (W)     SCALED    
 BJ3980* NAVD 88     -        15.757  (meters)      51.70   (feet)  ADJUSTED  
 BJ3980  ___________________________________________________________________
 BJ3980  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3980  DYNAMIC HT  -          15.736 (meters)      51.63  (feet)  COMP
 BJ3980  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BJ3980
 BJ3980  VERT ORDER  -  SECOND    CLASS II
 BJ3980
 BJ3980.The horizontal coordinates were scaled from a topographic map and have
 BJ3980.an estimated accuracy of +/- 6 seconds.
 BJ3980
 BJ3980.The orthometric height was determined by differential leveling
 BJ3980.and adjusted by the National Geodetic Survey in February 1994..
 BJ3980
 BJ3980.The geoid height was determined by GEOID03.
 BJ3980
 BJ3980.The dynamic height is computed by dividing the NAVD 88
 BJ3980.geopotential number by the normal gravity value computed on the
 BJ3980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3980.degrees latitude (g = 980.6199 gals.).
 BJ3980
 BJ3980.The modeled gravity was interpolated from observed gravity values.
 BJ3980
 BJ3980;                    North         East    Units  Estimated Accuracy
 BJ3980;SPC LA S     -   224,570.    1,032,790.      MT  (+/- 180 meters Scaled)
 BJ3980
 BJ3980                          SUPERSEDED SURVEY CONTROL
 BJ3980
 BJ3980.No superseded survey control is available for this station.
 BJ3980
 BJ3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP926787(NAD 83)
 BJ3980_MARKER: DB = BENCH MARK DISK
 BJ3980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3980_SP_SET: CONCRETE POST
 BJ3980_STAMPING: 965
 BJ3980_MARK LOGO: LAGS  
 BJ3980_PROJECTION: FLUSH
 BJ3980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3980+STABILITY: SURFACE MOTION
 BJ3980
 BJ3980  HISTORY     - Date     Condition        Report By
 BJ3980  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3980  HISTORY     - 1987     GOOD             LA-033
 BJ3980
 BJ3980                          STATION DESCRIPTION
 BJ3980
 BJ3980'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3980'8.7 KM (5.4 MI) SOUTH FROM INDIAN MOUND.
 BJ3980'ABOUT 13.4 KM (8.6 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3980'SPRINGS ROAD) FROM THE INTERSECTION OF STATE HIGHWAY 37 AND US
 BJ3980'HIGHWAY 61 (AIRLINE HIGHWAY) TO THE MARK ON THE LEFT, ALSO 1 KM (0.6
 BJ3980'MI) NORTH OF MORGAN ROAD, 26 METERS NORTHEAST OF THE SOUTHEAST CORNER
 BJ3980'OF A HOUSE, 10.1 METERS (33 FT) WEST OF THE CENTER OF HIGHWAY AND 9.8
 BJ3980'METERS (32 FT) NORTH OF THE CENTER OF DRIVEWAY TO HOUSE.
 BJ3980'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3980'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3981 ***********************************************************************
 BJ3981  DESIGNATION -  966
 BJ3981  PID         -  BJ3981
 BJ3981  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3981  USGS QUAD   -  WATSON (1980)
 BJ3981
 BJ3981                         *CURRENT SURVEY CONTROL
 BJ3981  ___________________________________________________________________
 BJ3981* NAD 83(1986)-  30 31 21.     (N)    090 59 37.     (W)     SCALED    
 BJ3981* NAVD 88     -        15.975  (meters)      52.41   (feet)  ADJUSTED  
 BJ3981  ___________________________________________________________________
 BJ3981  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3981  DYNAMIC HT  -          15.954 (meters)      52.34  (feet)  COMP
 BJ3981  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 BJ3981
 BJ3981  VERT ORDER  -  SECOND    CLASS II
 BJ3981
 BJ3981.The horizontal coordinates were scaled from a topographic map and have
 BJ3981.an estimated accuracy of +/- 6 seconds.
 BJ3981
 BJ3981.The orthometric height was determined by differential leveling
 BJ3981.and adjusted by the National Geodetic Survey in February 1994..
 BJ3981
 BJ3981.The geoid height was determined by GEOID03.
 BJ3981
 BJ3981.The dynamic height is computed by dividing the NAVD 88
 BJ3981.geopotential number by the normal gravity value computed on the
 BJ3981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3981.degrees latitude (g = 980.6199 gals.).
 BJ3981
 BJ3981.The modeled gravity was interpolated from observed gravity values.
 BJ3981
 BJ3981;                    North         East    Units  Estimated Accuracy
 BJ3981;SPC LA S     -   224,230.    1,032,600.      MT  (+/- 180 meters Scaled)
 BJ3981
 BJ3981                          SUPERSEDED SURVEY CONTROL
 BJ3981
 BJ3981.No superseded survey control is available for this station.
 BJ3981
 BJ3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP925783(NAD 83)
 BJ3981_MARKER: DB = BENCH MARK DISK
 BJ3981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3981_SP_SET: CONCRETE POST
 BJ3981_STAMPING: 966
 BJ3981_MARK LOGO: LAGS  
 BJ3981_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3981+STABILITY: SURFACE MOTION
 BJ3981
 BJ3981  HISTORY     - Date     Condition        Report By
 BJ3981  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3981  HISTORY     - 1987     GOOD             LA-033
 BJ3981
 BJ3981                          STATION DESCRIPTION
 BJ3981
 BJ3981'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3981'8.8 KM (5.5 MI) SOUTH FROM INDIAN MOUND.
 BJ3981'ABOUT 13.2 KM (8.2 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3981'SPRINGS ROAD) FROM THE INTERSECTION OF U.S. HIGHWAY 61 (AIRLINE
 BJ3981'HIGHWAY) AND STATE HIGHWAY 37 TO THE MARK ON THE RIGHT, 10.1 METERS
 BJ3981'(33 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 30.8 METERS (101 FT)
 BJ3981'SOUTHEAST OF A DRIVEWAY LEADING EAST, 20.7 METERS (68 FT) NORTHEAST
 BJ3981'OF A DRIVEWAY LEADING WEST AND 1.2 METERS (4 FT) WEST OF A 20-INCH
 BJ3981'PINE TREE.
 BJ3981'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3981'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3988 ***********************************************************************
 BJ3988  DESIGNATION -  968
 BJ3988  PID         -  BJ3988
 BJ3988  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3988  USGS QUAD   -  COMITE (1996)
 BJ3988
 BJ3988                         *CURRENT SURVEY CONTROL
 BJ3988  ___________________________________________________________________
 BJ3988* NAD 83(1986)-  30 31 06.     (N)    091 00 34.     (W)     SCALED    
 BJ3988* NAVD 88     -        16.888  (meters)      55.41   (feet)  ADJUSTED  
 BJ3988  ___________________________________________________________________
 BJ3988  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3988  DYNAMIC HT  -          16.866 (meters)      55.33  (feet)  COMP
 BJ3988  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BJ3988
 BJ3988  VERT ORDER  -  SECOND    CLASS II
 BJ3988
 BJ3988.The horizontal coordinates were scaled from a topographic map and have
 BJ3988.an estimated accuracy of +/- 6 seconds.
 BJ3988
 BJ3988.The orthometric height was determined by differential leveling
 BJ3988.and adjusted by the National Geodetic Survey in February 1994..
 BJ3988
 BJ3988.The geoid height was determined by GEOID03.
 BJ3988
 BJ3988.The dynamic height is computed by dividing the NAVD 88
 BJ3988.geopotential number by the normal gravity value computed on the
 BJ3988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3988.degrees latitude (g = 980.6199 gals.).
 BJ3988
 BJ3988.The modeled gravity was interpolated from observed gravity values.
 BJ3988
 BJ3988;                    North         East    Units  Estimated Accuracy
 BJ3988;SPC LA S     -   223,770.    1,031,090.      MT  (+/- 180 meters Scaled)
 BJ3988
 BJ3988                          SUPERSEDED SURVEY CONTROL
 BJ3988
 BJ3988.No superseded survey control is available for this station.
 BJ3988
 BJ3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP909779(NAD 83)
 BJ3988_MARKER: DB = BENCH MARK DISK
 BJ3988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3988_SP_SET: CONCRETE POST
 BJ3988_STAMPING: 968
 BJ3988_MARK LOGO: LAGS  
 BJ3988_PROJECTION: FLUSH
 BJ3988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3988+STABILITY: SURFACE MOTION
 BJ3988
 BJ3988  HISTORY     - Date     Condition        Report By
 BJ3988  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3988  HISTORY     - 1987     GOOD             LA-033
 BJ3988
 BJ3988                          STATION DESCRIPTION
 BJ3988
 BJ3988'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3988'9.6 KM (6 MI) SOUTH FROM INDIAN MOUND.
 BJ3988'ABOUT 11.5 KM (7.15 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3988'SPRINGS ROAD) FROM THE INTERSECTION OF U.S. HIGHWAY 61 (AIRLINE
 BJ3988'HIGHWAY) AND HIGHWAY 37 TO THE MARK ON THE LEFT, 106.1 METERS (348
 BJ3988'FT) WEST OF THE PROJECTED CENTERLINE OF OAK CLUSTER DRIVE, 25.9
 BJ3988'METERS (85 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 19.2
 BJ3988'METERS (63 FT) WEST OF THE CENTER OF DRIVEWAY TO SAME HOUSE, 6.4
 BJ3988'METERS (21 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 BJ3988'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3988'THE MARK IS 10.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3978 ***********************************************************************
 BJ3978  DESIGNATION -  970
 BJ3978  PID         -  BJ3978
 BJ3978  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3978  USGS QUAD   -  COMITE (1996)
 BJ3978
 BJ3978                         *CURRENT SURVEY CONTROL
 BJ3978  ___________________________________________________________________
 BJ3978* NAD 83(1986)-  30 31 00.     (N)    091 01 24.     (W)     SCALED    
 BJ3978* NAVD 88     -        15.286  (meters)      50.15   (feet)  ADJUSTED  
 BJ3978  ___________________________________________________________________
 BJ3978  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3978  DYNAMIC HT  -          15.266 (meters)      50.09  (feet)  COMP
 BJ3978  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 BJ3978
 BJ3978  VERT ORDER  -  SECOND    CLASS II
 BJ3978
 BJ3978.The horizontal coordinates were scaled from a topographic map and have
 BJ3978.an estimated accuracy of +/- 6 seconds.
 BJ3978
 BJ3978.The orthometric height was determined by differential leveling
 BJ3978.and adjusted by the National Geodetic Survey in February 1994..
 BJ3978
 BJ3978.The geoid height was determined by GEOID03.
 BJ3978
 BJ3978.The dynamic height is computed by dividing the NAVD 88
 BJ3978.geopotential number by the normal gravity value computed on the
 BJ3978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3978.degrees latitude (g = 980.6199 gals.).
 BJ3978
 BJ3978.The modeled gravity was interpolated from observed gravity values.
 BJ3978
 BJ3978;                    North         East    Units  Estimated Accuracy
 BJ3978;SPC LA S     -   223,580.    1,029,750.      MT  (+/- 180 meters Scaled)
 BJ3978
 BJ3978                          SUPERSEDED SURVEY CONTROL
 BJ3978
 BJ3978.No superseded survey control is available for this station.
 BJ3978
 BJ3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP896777(NAD 83)
 BJ3978_MARKER: DB = BENCH MARK DISK
 BJ3978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3978_SP_SET: CONCRETE POST
 BJ3978_STAMPING: 970
 BJ3978_MARK LOGO: LAGS  
 BJ3978_PROJECTION: FLUSH
 BJ3978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3978+STABILITY: SURFACE MOTION
 BJ3978
 BJ3978  HISTORY     - Date     Condition        Report By
 BJ3978  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3978  HISTORY     - 1987     GOOD             LA-033
 BJ3978
 BJ3978                          STATION DESCRIPTION
 BJ3978
 BJ3978'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3978'9.6 KM (6 MI) SOUTH FROM INDIAN MOUND.
 BJ3978'ABOUT 10.6 KM (6.25 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3978'SPRINGS ROAD) FROM THE INTERSECTION OF US HIGHWAY 61 (AIRLINE
 BJ3978'HIGHWAY) AND HIGHWAY 37 TO THE MARK ON THE LEFT JUST AFTER CROSSING
 BJ3978'BEAVER BAYOU BRIDGE, 62 METERS NORTHEAST OF THE NORTHEAST CORNER OF
 BJ3978'THE BRIDGE, 17.4 METERS (57 FT) WEST OF THE CENTER OF A DRIVEWAY
 BJ3978'LEADING TO A HOUSE, 14 METERS (46 FT) NORTH OF THE CENTERLINE OF
 BJ3978'HIGHWAY 37, 13 METERS (43 FT) NORTHWEST OF THE WEST END OF CONCRETE
 BJ3978'CULVERT UNDER THE DRIVEWAY AND AT THE SOUTHEAST CORNER OF PASTURE IN
 BJ3978'BRUSHY AREA.
 BJ3978'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ3978'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3979 ***********************************************************************
 BJ3979  DESIGNATION -  971 RESET
 BJ3979  PID         -  BJ3979
 BJ3979  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3979  USGS QUAD   -  COMITE (1996)
 BJ3979
 BJ3979                         *CURRENT SURVEY CONTROL
 BJ3979  ___________________________________________________________________
 BJ3979* NAD 83(1986)-  30 30 48.     (N)    091 01 42.     (W)     SCALED    
 BJ3979* NAVD 88     -        16.210  (meters)      53.18   (feet)  ADJUSTED  
 BJ3979  ___________________________________________________________________
 BJ3979  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3979  DYNAMIC HT  -          16.189 (meters)      53.11  (feet)  COMP
 BJ3979  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ3979
 BJ3979  VERT ORDER  -  SECOND    CLASS II
 BJ3979
 BJ3979.The horizontal coordinates were scaled from a topographic map and have
 BJ3979.an estimated accuracy of +/- 6 seconds.
 BJ3979
 BJ3979.The orthometric height was determined by differential leveling
 BJ3979.and adjusted by the National Geodetic Survey in February 1994..
 BJ3979
 BJ3979.The geoid height was determined by GEOID03.
 BJ3979
 BJ3979.The dynamic height is computed by dividing the NAVD 88
 BJ3979.geopotential number by the normal gravity value computed on the
 BJ3979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3979.degrees latitude (g = 980.6199 gals.).
 BJ3979
 BJ3979.The modeled gravity was interpolated from observed gravity values.
 BJ3979
 BJ3979;                    North         East    Units  Estimated Accuracy
 BJ3979;SPC LA S     -   223,210.    1,029,280.      MT  (+/- 180 meters Scaled)
 BJ3979
 BJ3979                          SUPERSEDED SURVEY CONTROL
 BJ3979
 BJ3979.No superseded survey control is available for this station.
 BJ3979
 BJ3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP891773(NAD 83)
 BJ3979_MARKER: DB = BENCH MARK DISK
 BJ3979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3979_SP_SET: CONCRETE POST
 BJ3979_STAMPING: 971 RESET 1976
 BJ3979_MARK LOGO: LAGS  
 BJ3979_PROJECTION: FLUSH
 BJ3979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3979+STABILITY: SURFACE MOTION
 BJ3979
 BJ3979  HISTORY     - Date     Condition        Report By
 BJ3979  HISTORY     - 1976     MONUMENTED       LAGS
 BJ3979  HISTORY     - 1987     GOOD             LA-033
 BJ3979
 BJ3979                          STATION DESCRIPTION
 BJ3979
 BJ3979'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3979'10.5 KM (6.5 MI) SSW FROM INDIAN MOUND.
 BJ3979'ABOUT 10 KM (6.2 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3979'SPRINGS ROAD) FROM THE INTERSECTION OF US HIGHWAY 61 (AIRLINE
 BJ3979'HIGHWAY) TO BANK OF THE SOUTH BUILDING AND THE MARK ON THE RIGHT, 9.3
 BJ3979'METERS (30.5 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 37, 8.5
 BJ3979'METERS (28 FT) EAST OF THE NORTHEAST END OF A CONCRETE CULVERT UNDER
 BJ3979'DRIVEWAY TO THE BANK BUILDING, AND 6.6 METERS (21.5 FT) NORTH OF A
 BJ3979'METAL POLE SUPPORTING BANK OF THE SOUTH SIGN.
 BJ3979'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3979'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3998 ***********************************************************************
 BJ3998  DESIGNATION -  979 RESET
 BJ3998  PID         -  BJ3998
 BJ3998  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3998  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3998
 BJ3998                         *CURRENT SURVEY CONTROL
 BJ3998  ___________________________________________________________________
 BJ3998* NAD 83(1986)-  30 29 42.     (N)    091 03 16.     (W)     SCALED    
 BJ3998* NAVD 88     -        15.853  (meters)      52.01   (feet)  ADJUSTED  
 BJ3998  ___________________________________________________________________
 BJ3998  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3998  DYNAMIC HT  -          15.832 (meters)      51.94  (feet)  COMP
 BJ3998  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ3998
 BJ3998  VERT ORDER  -  SECOND    CLASS II
 BJ3998
 BJ3998.The horizontal coordinates were scaled from a topographic map and have
 BJ3998.an estimated accuracy of +/- 6 seconds.
 BJ3998
 BJ3998.The orthometric height was determined by differential leveling
 BJ3998.and adjusted by the National Geodetic Survey in February 1994..
 BJ3998
 BJ3998.The geoid height was determined by GEOID03.
 BJ3998
 BJ3998.The dynamic height is computed by dividing the NAVD 88
 BJ3998.geopotential number by the normal gravity value computed on the
 BJ3998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3998.degrees latitude (g = 980.6199 gals.).
 BJ3998
 BJ3998.The modeled gravity was interpolated from observed gravity values.
 BJ3998
 BJ3998;                    North         East    Units  Estimated Accuracy
 BJ3998;SPC LA S     -   221,170.    1,026,770.      MT  (+/- 180 meters Scaled)
 BJ3998
 BJ3998                          SUPERSEDED SURVEY CONTROL
 BJ3998
 BJ3998.No superseded survey control is available for this station.
 BJ3998
 BJ3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP867752(NAD 83)
 BJ3998_MARKER: DB = BENCH MARK DISK
 BJ3998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3998_SP_SET: CONCRETE POST
 BJ3998_STAMPING: 979 RESET 1973
 BJ3998_MARK LOGO: LAGS  
 BJ3998_PROJECTION: RECESSED 10 CENTIMETERS
 BJ3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3998+STABILITY: SURFACE MOTION
 BJ3998
 BJ3998  HISTORY     - Date     Condition        Report By
 BJ3998  HISTORY     - 1973     MONUMENTED       LAGS
 BJ3998  HISTORY     - 1987     GOOD             LA-033
 BJ3998
 BJ3998                          STATION DESCRIPTION
 BJ3998
 BJ3998'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3998'6.4 KM (4.0 MI) EAST FROM NORTHEAST BATON ROUGE.
 BJ3998'ABOUT 6.4 KM (4 MI) EASTERLY ON GREENWELL SPRINGS ROAD FROM THE
 BJ3998'INTERSECTION OF AIRLINE HIGHWAY (U.S. HIGHWAY 61) TO CORAL DRIVE AND
 BJ3998'THE MARK ON THE RIGHT, 48.8 METERS (160 FT) WEST OF THE CENTERLINE OF
 BJ3998'CORAL DRIVE, 20.1 METERS (66 FT) SOUTH OF THE MEDIAN OF GREENWELL
 BJ3998'SPRINGS ROAD, 6.9 METERS (22.5 FT) NORTHEAST OF A POWER POLE AND 1.1
 BJ3998'METERS (3.5 FT) NORTHEAST OF A POWER POLE.
 BJ3998'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3998'THE MARK IS 0.91 M ABOVE GREENWELL SPRINGS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1099 ***********************************************************************
 CR1099  DESIGNATION -  9A003
 CR1099  PID         -  CR1099
 CR1099  STATE/COUNTY-  LA/CADDO
 CR1099  USGS QUAD   -  WASKOM (1978)
 CR1099
 CR1099                         *CURRENT SURVEY CONTROL
 CR1099  ___________________________________________________________________
 CR1099* NAD 83(1992)-  32 27 09.99410(N)    094 01 33.84837(W)     ADJUSTED  
 CR1099* NAVD 88     -        76.7    (meters)     252.     (feet)  VERTCON   
 CR1099  ___________________________________________________________________
 CR1099  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CR1099  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CR1099
 CR1099  HORZ ORDER  -  SECOND
 CR1099
 CR1099.The horizontal coordinates were established by classical geodetic methods
 CR1099.and adjusted by the National Geodetic Survey in February 1996..
 CR1099
 CR1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1099
 CR1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1099
 CR1099.The geoid height was determined by GEOID03.
 CR1099
 CR1099;                    North         East     Units Scale Factor Converg.
 CR1099;SPC LA N     -   217,527.947   856,520.821   MT  0.99995822   -0 48 24.6
 CR1099;SPC LA N     -   713,672.94  2,810,102.06   sFT  0.99995822   -0 48 24.6
 CR1099;SPC TXNC     - 2,096,127.950 1,020,507.208   MT  0.99992686   +2 26 24.2
 CR1099;SPC TXNC     - 6,877,046.45  3,348,114.06   sFT  0.99992686   +2 26 24.2
 CR1099;UTM  15      - 3,591,087.721   403,559.390   MT  0.99971469   -0 33 02.3
 CR1099
 CR1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1099!SPC LA N     -   0.99999204  x   0.99995822  =   0.99995026
 CR1099!SPC TXNC     -   0.99999204  x   0.99992686  =   0.99991890
 CR1099!UTM  15      -   0.99999204  x   0.99971469  =   0.99970673
 CR1099
 CR1099:                Primary Azimuth Mark                     Grid Az
 CR1099:SPC LA N     -  9B001                                    097 05 37.4
 CR1099:SPC TXNC     -  9B001                                    093 50 48.6
 CR1099:UTM  15      -  9B001                                    096 50 15.1
 CR1099
 CR1099|---------------------------------------------------------------------|
 CR1099| PID    Reference Object                     Distance      Geod. Az  |
 CR1099|                                                           dddmmss.s |
 CR1099| CR1101 9B001                               APPROX. 1.4 KM 0961712.8 |
 CR1099| CR1103 9A003 RESET                          18.363 METERS 20105     |
 CR1099|---------------------------------------------------------------------|
 CR1099
 CR1099                          SUPERSEDED SURVEY CONTROL
 CR1099
 CR1099  NAD 83(1992)-  32 27 09.99729(N)    094 01 33.84730(W) AD(       ) 2
 CR1099  NAD 83(1986)-  32 27 10.00449(N)    094 01 33.83845(W) AD(       ) 2
 CR1099  NAD 27      -  32 27 09.44742(N)    094 01 33.17465(W) AD(       ) 2
 CR1099  NGVD 29 (07/19/86)   76.8    (m)          252.     (f) VERT ANG       
 CR1099
 CR1099.Superseded values are not recommended for survey control.
 CR1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1099.See file dsdata.txt to determine how the superseded data were derived.
 CR1099
 CR1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0355991088(NAD 83)
 CR1099_MARKER: DD = SURVEY DISK
 CR1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1099+STABILITY: SURFACE MOTION
 CR1099
 CR1099  HISTORY     - Date     Condition        Report By
 CR1099  HISTORY     - 1966     MONUMENTED       LADH
 CR1099  HISTORY     - 1969     SEE DESCRIPTION  LADH
 CR1099  HISTORY     - 19990515 GOOD             USPSQD
 CR1099
 CR1099                          STATION DESCRIPTION
 CR1099
 CR1099'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CR1099'STATION IS LOCATED EAST ALONG I-20, 2.22 MILES FROM THE
 CR1099'TEXAS HIGHWAY NO. 9 OVERPASS AND INTERCHANGE.  STATION IS
 CR1099'SET SOUTH OF I-20 ON HIGH HILL JUST EAST OF GROUP OF BRIDGES
 CR1099'OVER CROSS BAYOU.  STATION IS 5.60 FEET NORTH OF SOUTH RIGHT
 CR1099'OF WAY FENCE, 30.00 FEET NORTHEAST OF A POWER POLE, 122.0
 CR1099'FEET WEST OF A CROSS BRACE IN SOUTH RIGHT OF WAY FENCE,
 CR1099'ABOUT 130.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CR1099'LANE ON I-20, AND ABOUT 168.0 FEET EAST ALONG I-20 FROM LAST
 CR1099'BRIDGE EAST OVER CROSS BAYOU.  STATION IS 0.88 FEET SOUTH OF
 CR1099'WITNESS POST.
 CR1099'
 CR1099'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CR1099'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 CR1099'OF THE GROUND.  STATION IS STAMPED 9A003.
 CR1099'
 CR1099'TO REACH THIS STATION FROM THE MUNICIPAL WATER TANK IN WASKOM,
 CR1099'TEXAS, FOLLOW U.S. HIGHWAY 80 EAST FOR 0.61 MILE TO THE
 CR1099'INTERSECTION WITH TEXAS STATE HIGHWAY NO. 9, THENCE SOUTH ALONG
 CR1099'STATE HIGHWAY 9 FOR 0.54 MILE TO OVERPASS AND INTERCHANGE
 CR1099'ON I-20, THENCE EAST ALONG I-20 FOR 2.22 MILES TO STATION
 CR1099'SET SOUTH OF HIGHWAY.
 CR1099'
 CR1099'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CR1099
 CR1099                          STATION RECOVERY (1969)
 CR1099
 CR1099'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (LFS)
 CR1099'THE STATION WAS VISITED 4-29-69 AND THE MARK WAS FOUND IN
 CR1099'GOOD CONDITION.  THE MARK WAS REQUESTED MOVED AT THIS DATE
 CR1099'DUE TO ROAD CONSTRUCTION.  A NEW STATION WAS ESTABLISHED
 CR1099'60.25 FEET SOUTH OF THE STATION.  THE STATION DISK WAS DESTROYED
 CR1099'AND RECLAIMED AFTER A NEW MARK WAS ESTABLISHED.
 CR1099'
 CR1099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES
 CR1099'E. OF WASKOM TEXAS
 CR1099
 CR1099                          STATION RECOVERY (1999)
 CR1099
 CR1099'RECOVERY NOTE BY US POWER SQUADRON 1999
 CR1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1103 ***********************************************************************
 CR1103  DESIGNATION -  9A003 RESET
 CR1103  PID         -  CR1103
 CR1103  STATE/COUNTY-  LA/CADDO
 CR1103  USGS QUAD   -  WASKOM (1978)
 CR1103
 CR1103                         *CURRENT SURVEY CONTROL
 CR1103  ___________________________________________________________________
 CR1103* NAD 83(1992)-  32 27 09.43789(N)    094 01 34.10133(W)     ADJUSTED  
 CR1103* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 CR1103  ___________________________________________________________________
 CR1103  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CR1103  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CR1103
 CR1103  HORZ ORDER  -  THIRD
 CR1103
 CR1103.The horizontal coordinates were established by classical geodetic methods
 CR1103.and adjusted by the National Geodetic Survey in February 1996..
 CR1103.No horizontal observational check was made to the station.
 CR1103
 CR1103.The orthometric height was scaled from a topographic map.
 CR1103
 CR1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1103
 CR1103.The geoid height was determined by GEOID03.
 CR1103
 CR1103;                    North         East     Units Scale Factor Converg.
 CR1103;SPC LA N     -   217,510.909   856,513.974   MT  0.99995820   -0 48 24.7
 CR1103;SPC LA N     -   713,617.04  2,810,079.60   sFT  0.99995820   -0 48 24.7
 CR1103;SPC TXNC     - 2,096,110.552 1,020,501.337   MT  0.99992688   +2 26 24.1
 CR1103;SPC TXNC     - 6,876,989.37  3,348,094.80   sFT  0.99992688   +2 26 24.1
 CR1103;UTM  15      - 3,591,070.656   403,552.621   MT  0.99971471   -0 33 02.4
 CR1103
 CR1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1103!SPC LA N     -   0.99999201  x   0.99995820  =   0.99995021
 CR1103!SPC TXNC     -   0.99999201  x   0.99992688  =   0.99991889
 CR1103!UTM  15      -   0.99999201  x   0.99971471  =   0.99970672
 CR1103
 CR1103|---------------------------------------------------------------------|
 CR1103| PID    Reference Object                     Distance      Geod. Az  |
 CR1103|                                                           dddmmss.s |
 CR1103| CR1099 9A003                                18.363 METERS 02105     |
 CR1103| CR1101 9B001                               APPROX. 1.4 KM 0953354.3 |
 CR1103|---------------------------------------------------------------------|
 CR1103
 CR1103                          SUPERSEDED SURVEY CONTROL
 CR1103
 CR1103  NAD 83(1992)-  32 27 09.44109(N)    094 01 34.10027(W) AD(       ) 3
 CR1103  NAD 83(1986)-  32 27 09.44805(N)    094 01 34.09152(W) AD(       ) 3
 CR1103  NAD 27      -  32 27 08.89120(N)    094 01 33.42759(W) AD(       ) 3
 CR1103
 CR1103.Superseded values are not recommended for survey control.
 CR1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1103.See file dsdata.txt to determine how the superseded data were derived.
 CR1103
 CR1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0355391071(NAD 83)
 CR1103_MARKER: DG = GRAVITY STATION DISK
 CR1103_SETTING: 0 = UNSPECIFIED SETTING
 CR1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1103
 CR1103  HISTORY     - Date     Condition        Report By
 CR1103  HISTORY     - 1969     MONUMENTED       CGS
 CR1103
 CR1103                          STATION DESCRIPTION
 CR1103
 CR1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CR1103'THE STATION IS LOCATED ABOUT 2 MILES EAST OF WASKOM, TEXAS,
 CR1103'ON A HIGH CUT BANK ON THE SOUTH SIDE OF INTERSTATE 20, 1.3
 CR1103'MILES WEST OF THE TEXAS INFORMATION CENTER, 1.4 MILES WEST OF THE
 CR1103'LOUISIANA INFROMATION CENTER 189 FEET SOUTH OF THE CENTER OF
 CR1103'THE EAST BOUND LANE OF I-20, 6 FEET SOUTH OF THE RIGHT-OF-WAY
 CR1103'FENCE, 25 FEET EAST OF STATION 70+00, 61 FEET NORTHWEST OF THE
 CR1103'CENTER OF A TRACK ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS
 CR1103'POST.  IT IS A U.S.C AND G.S. AND STATE SURVEY DISK STAMPED
 CR1103'9A003 RESET 1969.
 CR1103'
 CR1103'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN WASKOM,
 CR1103'TEXAS, GO EAST ON U.S. HIGHWAY 80 FOR 0.6 MILE TO THE INTERSECTION
 CR1103'WITH TEXAS STATE HIGHWAY 9, TURN RIGHT AND GO SOUTH ON STATE
 CR1103'HIGHWAY 9 FOR 0.5 MILE TO THE OVERPASS OVER I-20, THENCE EAST
 CR1103'ALONG I-20 FOR 2.2 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1097 ***********************************************************************
 CR1097  DESIGNATION -  9A004
 CR1097  PID         -  CR1097
 CR1097  STATE/COUNTY-  LA/CADDO
 CR1097  USGS QUAD   -  WASKOM (1978)
 CR1097
 CR1097                         *CURRENT SURVEY CONTROL
 CR1097  ___________________________________________________________________
 CR1097* NAD 83(1992)-  32 27 33.99753(N)    094 02 18.57229(W)     ADJUSTED  
 CR1097* NAVD 88     -        72.9    (meters)     239.     (feet)  VERTCON   
 CR1097  ___________________________________________________________________
 CR1097  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CR1097  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CR1097
 CR1097  HORZ ORDER  -  SECOND
 CR1097
 CR1097.The horizontal coordinates were established by classical geodetic methods
 CR1097.and adjusted by the National Geodetic Survey in February 1996..
 CR1097
 CR1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1097
 CR1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1097
 CR1097.The geoid height was determined by GEOID03.
 CR1097
 CR1097;                    North         East     Units Scale Factor Converg.
 CR1097;SPC LA N     -   218,283.762   855,363.370   MT  0.99995931   -0 48 48.2
 CR1097;SPC LA N     -   716,152.64  2,806,304.66   sFT  0.99995931   -0 48 48.2
 CR1097;SPC TXNC     - 2,096,816.975 1,019,308.848   MT  0.99992566   +2 25 59.8
 CR1097;SPC TXNC     - 6,879,307.03  3,344,182.45   sFT  0.99992566   +2 25 59.8
 CR1097;UTM  15      - 3,591,838.172   402,398.855   MT  0.99971747   -0 33 26.7
 CR1097
 CR1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1097!SPC LA N     -   0.99999264  x   0.99995931  =   0.99995195
 CR1097!SPC TXNC     -   0.99999264  x   0.99992566  =   0.99991830
 CR1097!UTM  15      -   0.99999264  x   0.99971747  =   0.99971011
 CR1097
 CR1097:                Primary Azimuth Mark                     Grid Az
 CR1097:SPC LA N     -  9A002                                    299 01 31.8
 CR1097:SPC TXNC     -  9A002                                    295 46 43.8
 CR1097:UTM  15      -  9A002                                    298 46 10.3
 CR1097
 CR1097|---------------------------------------------------------------------|
 CR1097| PID    Reference Object                     Distance      Geod. Az  |
 CR1097|                                                           dddmmss.s |
 CR1097| CR1095 9A002                               APPROX. 1.3 KM 2981243.6 |
 CR1097|---------------------------------------------------------------------|
 CR1097
 CR1097                          SUPERSEDED SURVEY CONTROL
 CR1097
 CR1097  NAD 83(1992)-  32 27 34.00101(N)    094 02 18.57124(W) AD(       ) 2
 CR1097  NAD 83(1986)-  32 27 34.00792(N)    094 02 18.56241(W) AD(       ) 2
 CR1097  NAD 27      -  32 27 33.45033(N)    094 02 17.89889(W) AD(       ) 2
 CR1097  NGVD 29 (07/19/86)   73.0    (m)          240.     (f) VERT ANG       
 CR1097
 CR1097.Superseded values are not recommended for survey control.
 CR1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1097.See file dsdata.txt to determine how the superseded data were derived.
 CR1097
 CR1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0239991838(NAD 83)
 CR1097_MARKER: DD = SURVEY DISK
 CR1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1097+STABILITY: SURFACE MOTION
 CR1097
 CR1097  HISTORY     - Date     Condition        Report By
 CR1097  HISTORY     - 1966     MONUMENTED       LADH
 CR1097  HISTORY     - 19990515 GOOD             USPSQD
 CR1097
 CR1097                          STATION DESCRIPTION
 CR1097
 CR1097'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CR1097'THE STATION IS LOCATED EAST ALONG INTERSTATE 20, 1.37 MILES
 CR1097'FROM THE TEXAS HIGHWAY NO. 9 OVERPASS AND INTERCHANGE.  STATION
 CR1097'IS NORTH OF INTERSTATE 20 IN PIPELINE RIGHT OF WAY, 25.40
 CR1097'FEET SOUTHEAST OF A HIGHWAY RIGHT OF WAY MARKER IN NORTH RIGHT
 CR1097'OF WAY FENCE, 18.80 FEET SOUTH OF RIGHT OF WAY FENCE, 82.00
 CR1097'FEET SOUTHWEST OF CROSS BRACE IN NORTH RIGHT OF WAY FENCE,
 CR1097'AND 86.60 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE
 CR1097'ON INTERSTATE 20.  21.80 FEET SOUTH OF STAND PIPE IN PIPELINE
 CR1097'RIGHT OF WAY.
 CR1097'
 CR1097'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CR1097'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 CR1097'OF THE GROUND.  STATION IS STAMPED 9A004.
 CR1097'
 CR1097'TO REACH THIS STATION FROM THE MUNCIPAL WATER TANK IN WASKOM,
 CR1097'TEXAS, FOLLOW U.S. HIGHWAY 80 EAST FOR 0.61 MILE TO THE
 CR1097'INTERSECTION WITH TEXAS HIGHWAY NO. 9 LEADING SOUTH, THENCE
 CR1097'SOUTH ALONG STATE HIGHWAY NO. 9 FOR 0.54 MILES TO OVERPASS
 CR1097'AND INTERCHANGE ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE
 CR1097'20 FOR 1.37 MILES TO STATION SET NORTH OF HIGHWAY.
 CR1097'
 CR1097'STATION IS 1.25 FEET EAST OF WITNESS POST.
 CR1097'
 CR1097'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CR1097
 CR1097                          STATION RECOVERY (1999)
 CR1097
 CR1097'RECOVERY NOTE BY US POWER SQUADRON 1999
 CR1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1098 ***********************************************************************
 CR1098  DESIGNATION -  9A005
 CR1098  PID         -  CR1098
 CR1098  STATE/COUNTY-  LA/CADDO
 CR1098  USGS QUAD   -  WASKOM (1978)
 CR1098
 CR1098                         *CURRENT SURVEY CONTROL
 CR1098  ___________________________________________________________________
 CR1098* NAD 83(1992)-  32 27 53.87067(N)    094 02 03.16131(W)     ADJUSTED  
 CR1098* NAVD 88     -        74.2    (meters)     243.     (feet)  VERTCON   
 CR1098  ___________________________________________________________________
 CR1098  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CR1098  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CR1098
 CR1098  HORZ ORDER  -  SECOND
 CR1098
 CR1098.The horizontal coordinates were established by classical geodetic methods
 CR1098.and adjusted by the National Geodetic Survey in February 1996..
 CR1098
 CR1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1098
 CR1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1098
 CR1098.The geoid height was determined by GEOID03.
 CR1098
 CR1098;                    North         East     Units Scale Factor Converg.
 CR1098;SPC LA N     -   218,890.145   855,774.458   MT  0.99996023   -0 48 40.1
 CR1098;SPC LA N     -   718,142.08  2,807,653.37   sFT  0.99996023   -0 48 40.1
 CR1098;SPC TXNC     - 2,097,445.646 1,019,684.920   MT  0.99992467   +2 26 08.2
 CR1098;SPC TXNC     - 6,881,369.59  3,345,416.28   sFT  0.99992467   +2 26 08.2
 CR1098;UTM  15      - 3,592,446.238   402,807.130   MT  0.99971649   -0 33 18.7
 CR1098
 CR1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1098!SPC LA N     -   0.99999243  x   0.99996023  =   0.99995267
 CR1098!SPC TXNC     -   0.99999243  x   0.99992467  =   0.99991711
 CR1098!UTM  15      -   0.99999243  x   0.99971649  =   0.99970893
 CR1098
 CR1098:                Primary Azimuth Mark                     Grid Az
 CR1098:SPC LA N     -  9A004                                    214 08 04.9
 CR1098:SPC TXNC     -  9A004                                    210 53 16.6
 CR1098:UTM  15      -  9A004                                    213 52 43.5
 CR1098
 CR1098|---------------------------------------------------------------------|
 CR1098| PID    Reference Object                     Distance      Geod. Az  |
 CR1098|                                                           dddmmss.s |
 CR1098| CR1097 9A004                               APPROX. 0.7 KM 2131924.8 |
 CR1098|---------------------------------------------------------------------|
 CR1098
 CR1098                          SUPERSEDED SURVEY CONTROL
 CR1098
 CR1098  NAD 83(1992)-  32 27 53.87414(N)    094 02 03.16009(W) AD(       ) 2
 CR1098  NAD 83(1986)-  32 27 53.88112(N)    094 02 03.15138(W) AD(       ) 2
 CR1098  NAD 27      -  32 27 53.32476(N)    094 02 02.48942(W) AD(       ) 2
 CR1098  NGVD 29 (07/19/86)   74.3    (m)          244.     (f) VERT ANG       
 CR1098
 CR1098.Superseded values are not recommended for survey control.
 CR1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1098.See file dsdata.txt to determine how the superseded data were derived.
 CR1098
 CR1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0280792446(NAD 83)
 CR1098_MARKER: DD = SURVEY DISK
 CR1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1098+STABILITY: SURFACE MOTION
 CR1098
 CR1098  HISTORY     - Date     Condition        Report By
 CR1098  HISTORY     - 1966     MONUMENTED       LADH
 CR1098  HISTORY     - 19990515 GOOD             USPSQD
 CR1098
 CR1098                          STATION DESCRIPTION
 CR1098
 CR1098'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CR1098'STATION IS SET EAST ALONG U.S. HIGHWAY 80, 1.90 MILES FROM
 CR1098'THE MUNICIPAL WATER TANK IN WASKOM, TEXAS.  STATION IS SET
 CR1098'SOUTH OF U.S. HIGHWAY 80 ON BACK SLOPE NEAR FENCE, 3.60
 CR1098'FEET NORTH OF SOUTH RIGHT OF WAY FENCE, 61.00 FEET WEST OF
 CR1098'POWER POLE NO. 354, 47.00 FEET SOUTH OF THE CENTERLINE OF
 CR1098'U.S. HIGHWAY 80, 202.0 FEET EAST ALONG SOUTH RIGHT OF WAY
 CR1098'FENCE FROM METAL CATTLE GUARD.  STATION IS ACROSS HIGHWAY
 CR1098'80 FROM A BRICK RESIDENCE.  STATION IS 1.48 FEET SOUTHWEST
 CR1098'OF WITNESS POST.
 CR1098'
 CR1098'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CR1098'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE SURFACE
 CR1098'OF THE GROUND.  STATION IS STAMPED 9A005.
 CR1098'
 CR1098'TO REACH THIS STATION FROM THE MUNICIPAL WATER TANK IN WASKOM,
 CR1098'TEXAS, FOLLOW U.S. HIGHWAY 80 EAST FOR 1.90 MILES TO STATION
 CR1098'SET SOUTH OF HIGHWAY.
 CR1098'
 CR1098'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CR1098
 CR1098                          STATION RECOVERY (1999)
 CR1098
 CR1098'RECOVERY NOTE BY US POWER SQUADRON 1999
 CR1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1101 ***********************************************************************
 CR1101  DESIGNATION -  9B001
 CR1101  PID         -  CR1101
 CR1101  STATE/COUNTY-  LA/CADDO
 CR1101  USGS QUAD   -  WASKOM (1978)
 CR1101
 CR1101                         *CURRENT SURVEY CONTROL
 CR1101  ___________________________________________________________________
 CR1101* NAD 83(1992)-  32 27 04.99767(N)    094 00 40.39424(W)     ADJUSTED  
 CR1101* NAVD 88     -        85.1    (meters)     279.     (feet)  VERTCON   
 CR1101  ___________________________________________________________________
 CR1101  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CR1101  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CR1101
 CR1101  HORZ ORDER  -  SECOND
 CR1101
 CR1101.The horizontal coordinates were established by classical geodetic methods
 CR1101.and adjusted by the National Geodetic Survey in February 1996..
 CR1101
 CR1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1101
 CR1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1101
 CR1101.The geoid height was determined by GEOID03.
 CR1101
 CR1101;                    North         East     Units Scale Factor Converg.
 CR1101;SPC LA N     -   217,354.495   857,914.610   MT  0.99995799   -0 47 56.3
 CR1101;SPC LA N     -   713,103.87  2,814,674.85   sFT  0.99995799   -0 47 56.3
 CR1101;SPC TXNC     - 2,096,033.725 1,021,908.540   MT  0.99992711   +2 26 53.4
 CR1101;SPC TXNC     - 6,876,737.31  3,352,711.60   sFT  0.99992711   +2 26 53.4
 CR1101;UTM  15      - 3,590,920.545   404,953.599   MT  0.99971140   -0 32 33.5
 CR1101
 CR1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1101!SPC LA N     -   0.99999072  x   0.99995799  =   0.99994871
 CR1101!SPC TXNC     -   0.99999072  x   0.99992711  =   0.99991783
 CR1101!UTM  15      -   0.99999072  x   0.99971140  =   0.99970212
 CR1101
 CR1101:                Primary Azimuth Mark                     Grid Az
 CR1101:SPC LA N     -  9A003                                    277 05 37.8
 CR1101:SPC TXNC     -  9A003                                    273 50 48.1
 CR1101:UTM  15      -  9A003                                    276 50 15.0
 CR1101
 CR1101|---------------------------------------------------------------------|
 CR1101| PID    Reference Object                     Distance      Geod. Az  |
 CR1101|                                                           dddmmss.s |
 CR1101| CR1099 9A003                               APPROX. 1.4 KM 2761741.5 |
 CR1101|---------------------------------------------------------------------|
 CR1101
 CR1101                          SUPERSEDED SURVEY CONTROL
 CR1101
 CR1101  NAD 83(1992)-  32 27 05.00062(N)    094 00 40.39300(W) AD(       ) 2
 CR1101  NAD 83(1986)-  32 27 05.00811(N)    094 00 40.38442(W) AD(       ) 2
 CR1101  NAD 27      -  32 27 04.45134(N)    094 00 39.72146(W) AD(       ) 2
 CR1101  NGVD 29 (07/19/86)   85.2    (m)          280.     (f) VERT ANG       
 CR1101
 CR1101.Superseded values are not recommended for survey control.
 CR1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1101.See file dsdata.txt to determine how the superseded data were derived.
 CR1101
 CR1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0495490921(NAD 83)
 CR1101_MARKER: DD = SURVEY DISK
 CR1101_SETTING: 0 = UNSPECIFIED SETTING
 CR1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1101
 CR1101  HISTORY     - Date     Condition        Report By
 CR1101  HISTORY     - 1966     MONUMENTED       LADH
 CR1101  HISTORY     - 1969     GOOD             LADH
 CR1101  HISTORY     - 1985     GOOD             USPSQD
 CR1101  HISTORY     - 19990515 GOOD             USPSQD
 CR1101  HISTORY     - 20010315 GOOD             USPSQD
 CR1101
 CR1101                          STATION DESCRIPTION
 CR1101
 CR1101'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CR1101'STATION IS LOCATED WEST ALONG INTERSTATE 20, 1.79 MILES FROM
 CR1101'THE LOUISIANA HIGHWAY 169 OVERPASS AND INTERCHANGE ON
 CR1101'INTERSTATE 20.  STATION IS IN THE SOUTHEAST CORNER OF OVERPASS
 CR1101'ON U.S. HIGHWAY 80 OVER I-20.  STATION IS SET IN THE ABUTMENT
 CR1101'2.90 FEET WEST OF THE EAST CURB AND 11.20 FEET EAST OF THE
 CR1101'CENTERLINE OF THE OVERPASS ROADWAY.  STATION IS MARKED BY A
 CR1101'STANDARD BRONZE DISK STAMPED 9B001.
 CR1101'
 CR1101'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CR1101'79 AND 80 IN GREENWOOD, FOLLOW U.S. 80 WEST FOR 1.90 MILES
 CR1101'TO THE STATION SET IN OVERPASS OVER I-20.
 CR1101'
 CR1101'STATION IS 7.74 FEET NORTHWEST OF WITNESS POST.
 CR1101'
 CR1101'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CR1101
 CR1101                          STATION RECOVERY (1969)
 CR1101
 CR1101'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (LFS)
 CR1101'THE STATION WAS VISITED 4-29-69 AND WAS FOUND IN GOOD CONDITION.
 CR1101'THE DESCRIPTIONIN 1966 IS ADEQUATE TO FIND THE STATION.
 CR1101'
 CR1101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILE
 CR1101'W OF GREENWOOD
 CR1101
 CR1101                          STATION RECOVERY (1985)
 CR1101
 CR1101'RECOVERY NOTE BY US POWER SQUADRON 1985 (KWF)
 CR1101'RECOVERED IN GOOD CONDITION.
 CR1101
 CR1101                          STATION RECOVERY (1999)
 CR1101
 CR1101'RECOVERY NOTE BY US POWER SQUADRON 1999
 CR1101'RECOVERED IN GOOD CONDITION.
 CR1101
 CR1101                          STATION RECOVERY (2001)
 CR1101
 CR1101'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CR1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3229 ***********************************************************************
 CQ3229  DESIGNATION -  9B002
 CQ3229  PID         -  CQ3229
 CQ3229  STATE/COUNTY-  LA/CADDO
 CQ3229  USGS QUAD   -  GREENWOOD (1982)
 CQ3229
 CQ3229                         *CURRENT SURVEY CONTROL
 CQ3229  ___________________________________________________________________
 CQ3229* NAD 83(1992)-  32 27 06.56809(N)    093 59 54.47186(W)     ADJUSTED  
 CQ3229* NAVD 88     -        80.7    (meters)     265.     (feet)  VERTCON   
 CQ3229  ___________________________________________________________________
 CQ3229  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 CQ3229  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ3229
 CQ3229  HORZ ORDER  -  SECOND
 CQ3229
 CQ3229.The horizontal coordinates were established by classical geodetic methods
 CQ3229.and adjusted by the National Geodetic Survey in February 1996..
 CQ3229
 CQ3229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3229
 CQ3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3229
 CQ3229.The geoid height was determined by GEOID03.
 CQ3229
 CQ3229;                    North         East     Units Scale Factor Converg.
 CQ3229;SPC LA N     -   217,386.210   859,114.545   MT  0.99995807   -0 47 32.1
 CQ3229;SPC LA N     -   713,207.92  2,818,611.64   sFT  0.99995807   -0 47 32.1
 CQ3229;SPC TXNC     - 2,096,133.355 1,023,104.715   MT  0.99992703   +2 27 18.4
 CQ3229;SPC TXNC     - 6,877,064.18  3,356,636.05   sFT  0.99992703   +2 27 18.4
 CQ3229;UTM  15      - 3,590,957.620   406,153.083   MT  0.99970860   -0 32 08.9
 CQ3229
 CQ3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3229!SPC LA N     -   0.99999141  x   0.99995807  =   0.99994948
 CQ3229!SPC TXNC     -   0.99999141  x   0.99992703  =   0.99991844
 CQ3229!UTM  15      -   0.99999141  x   0.99970860  =   0.99970001
 CQ3229
 CQ3229:                Primary Azimuth Mark                     Grid Az
 CQ3229:SPC LA N     -  9B001                                    268 29 09.9
 CQ3229:SPC TXNC     -  9B001                                    265 14 19.4
 CQ3229:UTM  15      -  9B001                                    268 13 46.7
 CQ3229
 CQ3229|---------------------------------------------------------------------|
 CQ3229| PID    Reference Object                     Distance      Geod. Az  |
 CQ3229|                                                           dddmmss.s |
 CQ3229| CR1101 9B001                               APPROX. 1.2 KM 2674137.8 |
 CQ3229|---------------------------------------------------------------------|
 CQ3229
 CQ3229                          SUPERSEDED SURVEY CONTROL
 CQ3229
 CQ3229  NAD 83(1992)-  32 27 06.57086(N)    093 59 54.47043(W) AD(       ) 2
 CQ3229  NAD 83(1986)-  32 27 06.57856(N)    093 59 54.46216(W) AD(       ) 2
 CQ3229  NAD 27      -  32 27 06.02146(N)    093 59 53.80040(W) AD(       ) 2
 CQ3229  NGVD 29 (07/19/86)   80.8    (m)          265.     (f) VERT ANG       
 CQ3229
 CQ3229.Superseded values are not recommended for survey control.
 CQ3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3229.See file dsdata.txt to determine how the superseded data were derived.
 CQ3229
 CQ3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0615390958(NAD 83)
 CQ3229_MARKER: DD = SURVEY DISK
 CQ3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3229_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3229+STABILITY: SURFACE MOTION
 CQ3229
 CQ3229  HISTORY     - Date     Condition        Report By
 CQ3229  HISTORY     - 1966     MONUMENTED       LADH
 CQ3229  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ3229  HISTORY     - 1987     GOOD             LADTD
 CQ3229  HISTORY     - 19990515 GOOD             USPSQD
 CQ3229
 CQ3229                          STATION DESCRIPTION
 CQ3229
 CQ3229'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3229'THIS STATION IS LOCATED WEST ALONG INTERSTATE 20, 1.06 MILES FROM
 CQ3229'THE LOUISIANA HIGHWAY 169 OVERPASS AND INTERCHANGE ON I-20.
 CQ3229'STATION IS SET NORTH OF INTERSTATE 20 ON HILL AND IN CURVE.
 CQ3229'STATION IS 17.25 FEET SOUTH OF A HIGHWAY MARKER IN NORTH RIGHT OF
 CQ3229'WAY FENCE, 88.10 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 CQ3229'LANE OF I-20, 400.0 FEET EAST OF POWER LINE CROSSING I-20.
 CQ3229'STATION IS ABOUT 0.2 MILE NORTHEAST OF LOUISIANA TOURIST CENTER
 CQ3229'SOUTH OF I-20.  STATION IS 1.02 FEET EAST OF WITNESS POST.
 CQ3229'
 CQ3229'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3229'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ3229'THE GROUND.  STATION IS STAMPED 9B002.
 CQ3229'
 CQ3229'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CQ3229'79 AND 80 IN GREENWOOD, FOLLOW U.S. HIGHWAY 80 WEST FOR 0.4 MILE
 CQ3229'TO INTERSECTION WITH LOUISIANA HIGHWAY 169, THENCE NORTH ALONG
 CQ3229'LOUISIANA HIGHWAY 169 FOR 0.2 MILE TO OVERPASS AND INTERCHANGE ON
 CQ3229'I-20, THENCE WEST ALONG I-20 FOR 1.06 MILES TO STATION NORTH
 CQ3229'OF HIGHWAY.
 CQ3229'
 CQ3229'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3229
 CQ3229                          STATION RECOVERY (1985)
 CQ3229
 CQ3229'RECOVERY NOTE BY US POWER SQUADRON 1985 (KWF)
 CQ3229'MARK NOT FOUND.
 CQ3229
 CQ3229                          STATION RECOVERY (1987)
 CQ3229
 CQ3229'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3229'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3229
 CQ3229                          STATION RECOVERY (1999)
 CQ3229
 CQ3229'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3232 ***********************************************************************
 CQ3232  DESIGNATION -  9B003
 CQ3232  PID         -  CQ3232
 CQ3232  STATE/COUNTY-  LA/CADDO
 CQ3232  USGS QUAD   -  GREENWOOD (1982)
 CQ3232
 CQ3232                         *CURRENT SURVEY CONTROL
 CQ3232  ___________________________________________________________________
 CQ3232* NAD 83(1992)-  32 26 50.24715(N)    093 58 49.79244(W)     ADJUSTED  
 CQ3232* NAVD 88     -        71.7    (meters)     235.     (feet)  VERTCON   
 CQ3232  ___________________________________________________________________
 CQ3232  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CQ3232  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3232
 CQ3232  HORZ ORDER  -  SECOND
 CQ3232
 CQ3232.The horizontal coordinates were established by classical geodetic methods
 CQ3232.and adjusted by the National Geodetic Survey in February 1996..
 CQ3232
 CQ3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3232
 CQ3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3232
 CQ3232.The geoid height was determined by GEOID03.
 CQ3232
 CQ3232;                    North         East     Units Scale Factor Converg.
 CQ3232;SPC LA N     -   216,860.309   860,796.780   MT  0.99995733   -0 46 57.9
 CQ3232;SPC LA N     -   711,482.53  2,824,130.77   sFT  0.99995733   -0 46 57.9
 CQ3232;SPC TXNC     - 2,095,703.610 1,024,813.989   MT  0.99992785   +2 27 53.7
 CQ3232;SPC TXNC     - 6,875,654.26  3,362,243.90   sFT  0.99992785   +2 27 53.7
 CQ3232;UTM  15      - 3,590,439.387   407,837.233   MT  0.99970474   -0 31 34.0
 CQ3232
 CQ3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3232!SPC LA N     -   0.99999282  x   0.99995733  =   0.99995015
 CQ3232!SPC TXNC     -   0.99999282  x   0.99992785  =   0.99992067
 CQ3232!UTM  15      -   0.99999282  x   0.99970474  =   0.99969756
 CQ3232
 CQ3232:                Primary Azimuth Mark                     Grid Az
 CQ3232:SPC LA N     -  9B002                                    287 21 37.3
 CQ3232:SPC TXNC     -  9B002                                    284 06 45.7
 CQ3232:UTM  15      -  9B002                                    287 06 13.4
 CQ3232
 CQ3232|---------------------------------------------------------------------|
 CQ3232| PID    Reference Object                     Distance      Geod. Az  |
 CQ3232|                                                           dddmmss.s |
 CQ3232| CQ3229 9B002                               APPROX. 1.8 KM 2863439.4 |
 CQ3232|---------------------------------------------------------------------|
 CQ3232
 CQ3232                          SUPERSEDED SURVEY CONTROL
 CQ3232
 CQ3232  NAD 83(1992)-  32 26 50.24957(N)    093 58 49.79079(W) AD(       ) 2
 CQ3232  NAD 83(1986)-  32 26 50.25767(N)    093 58 49.78266(W) AD(       ) 2
 CQ3232  NAD 27      -  32 26 49.69936(N)    093 58 49.12191(W) AD(       ) 2
 CQ3232  NGVD 29 (07/19/86)   71.8    (m)          236.     (f) VERT ANG       
 CQ3232
 CQ3232.Superseded values are not recommended for survey control.
 CQ3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3232.See file dsdata.txt to determine how the superseded data were derived.
 CQ3232
 CQ3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0783790439(NAD 83)
 CQ3232_MARKER: DD = SURVEY DISK
 CQ3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3232_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3232
 CQ3232  HISTORY     - Date     Condition        Report By
 CQ3232  HISTORY     - 1966     MONUMENTED       LADH
 CQ3232  HISTORY     - 1985     GOOD             USPSQD
 CQ3232  HISTORY     - 1987     GOOD             LADTD
 CQ3232  HISTORY     - 19990515 GOOD             USPSQD
 CQ3232  HISTORY     - 20010315 GOOD             USPSQD
 CQ3232
 CQ3232                          STATION DESCRIPTION
 CQ3232
 CQ3232'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3232'THIS STATION IS LOCATED IN THE NORTHWEST CORNER OF THE LOUISIANA
 CQ3232'HIGHWAY 169 OVERPASS AND INTERCHANGE OVER INTERSTATE 20.  STATION
 CQ3232'IS MARKED BY A STANDARD BRONZE DISK SET IN ROADWAY OF OVERPASS
 CQ3232'IN THE ABUTMENT 3.10 FEET EAST OF THE WEST CURB.  STATION IS
 CQ3232'10.60 FEET WEST OF THE CENTERLINE OF THE ROADWAY OF THE OVERPASS.
 CQ3232'STATION IS 7.60 FEET SOUTHEAST OF WITNESS POST.  STATION IS
 CQ3232'STAMPED 9B003.
 CQ3232'
 CQ3232'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CQ3232'79 AND 80 IN GREENWOOD, FOLLOW U.S. HIGHWAY 80 WEST FOR 0.4
 CQ3232'MILE TO INTERSECTION WITH LOUISIANA HIGHWAY 169, THENCE NORTH
 CQ3232'ALONG LOUISIANA HIGHWAY 169 FOR 0.2 MILE TO STATION SET IN
 CQ3232'NORTHWEST CORNER OF OVERPASS.
 CQ3232'
 CQ3232'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3232
 CQ3232                          STATION RECOVERY (1985)
 CQ3232
 CQ3232'RECOVERY NOTE BY US POWER SQUADRON 1985 (KWF)
 CQ3232'RECOVERED IN GOOD CONDITION.
 CQ3232
 CQ3232                          STATION RECOVERY (1987)
 CQ3232
 CQ3232'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3232'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3232
 CQ3232                          STATION RECOVERY (1999)
 CQ3232
 CQ3232'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3232'RECOVERED IN GOOD CONDITION.
 CQ3232
 CQ3232                          STATION RECOVERY (2001)
 CQ3232
 CQ3232'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ3232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3233 ***********************************************************************
 CQ3233  DESIGNATION -  9B004
 CQ3233  PID         -  CQ3233
 CQ3233  STATE/COUNTY-  LA/CADDO
 CQ3233  USGS QUAD   -  GREENWOOD (1982)
 CQ3233
 CQ3233                         *CURRENT SURVEY CONTROL
 CQ3233  ___________________________________________________________________
 CQ3233* NAD 83(1992)-  32 26 39.15244(N)    093 57 10.76439(W)     ADJUSTED  
 CQ3233* NAVD 88     -        83.3    (meters)     273.     (feet)  VERTCON   
 CQ3233  ___________________________________________________________________
 CQ3233  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CQ3233  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3233
 CQ3233  HORZ ORDER  -  SECOND
 CQ3233
 CQ3233.The horizontal coordinates were established by classical geodetic methods
 CQ3233.and adjusted by the National Geodetic Survey in February 1996..
 CQ3233
 CQ3233.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3233
 CQ3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3233
 CQ3233.The geoid height was determined by GEOID03.
 CQ3233
 CQ3233;                    North         East     Units Scale Factor Converg.
 CQ3233;SPC LA N     -   216,483.587   863,378.451   MT  0.99995684   -0 46 05.5
 CQ3233;SPC LA N     -   710,246.57  2,832,600.80   sFT  0.99995684   -0 46 05.5
 CQ3233;SPC TXNC     - 2,095,473.766 1,027,412.782   MT  0.99992842   +2 28 47.7
 CQ3233;SPC TXNC     - 6,874,900.18  3,370,770.10   sFT  0.99992842   +2 28 47.7
 CQ3233;UTM  15      - 3,590,074.331   410,419.907   MT  0.99969895   -0 30 40.7
 CQ3233
 CQ3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3233!SPC LA N     -   0.99999100  x   0.99995684  =   0.99994784
 CQ3233!SPC TXNC     -   0.99999100  x   0.99992842  =   0.99991942
 CQ3233!UTM  15      -   0.99999100  x   0.99969895  =   0.99968995
 CQ3233
 CQ3233|---------------------------------------------------------------------|
 CQ3233| PID    Reference Object                     Distance      Geod. Az  |
 CQ3233|                                                           dddmmss.s |
 CQ3233| CQ3225 9B005                               265.690 METERS 09747     |
 CQ3233| CQ1749 GREENWOOD                           470.346 METERS 1802334.8 |
 CQ3233| CQ3232 9B003                               APPROX. 2.6 KM 2773202.5 |
 CQ3233|---------------------------------------------------------------------|
 CQ3233
 CQ3233                          SUPERSEDED SURVEY CONTROL
 CQ3233
 CQ3233  NAD 83(1992)-  32 26 39.15439(N)    093 57 10.76218(W) AD(       ) 2
 CQ3233  NAD 83(1986)-  32 26 39.16303(N)    093 57 10.75438(W) AD(       ) 2
 CQ3233  NAD 27      -  32 26 38.60399(N)    093 57 10.09745(W) AD(       ) 2
 CQ3233  NGVD 29 (07/19/86)   83.4    (m)          274.     (f) VERT ANG       
 CQ3233
 CQ3233.Superseded values are not recommended for survey control.
 CQ3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3233.See file dsdata.txt to determine how the superseded data were derived.
 CQ3233
 CQ3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1042090074(NAD 83)
 CQ3233_MARKER: DD = SURVEY DISK
 CQ3233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3233_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3233+STABILITY: SURFACE MOTION
 CQ3233
 CQ3233  HISTORY     - Date     Condition        Report By
 CQ3233  HISTORY     - 1966     MONUMENTED       LADH
 CQ3233  HISTORY     - 1985     GOOD             USPSQD
 CQ3233  HISTORY     - 1987     GOOD             LADTD
 CQ3233  HISTORY     - 19990206 POOR             USPSQD
 CQ3233
 CQ3233                          STATION DESCRIPTION
 CQ3233
 CQ3233'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3233'THIS STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE
 CQ3233'U.S. HIGHWAYS 79 AND 80 OVERPASS AND INTERCHANGE JUST EAST OF
 CQ3233'GREENWOOD.  STATION 54.13 FEET SOUTH OF THE CENTERLINE OF THE
 CQ3233'EAST BOUND LANE ON INTERSTATE 20, 73.15 FEET NORTH OF EXIT
 CQ3233'ROAD TO U.S. 79 AND 80, 76.63 FEET NORTHEAST OF NORTH HEADWALL
 CQ3233'OF DRAIN UNDER EXIT, AND 1,12 FEET WEST OF A METAL WITNESS POST
 CQ3233'AND SIGN.
 CQ3233'
 CQ3233'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3233'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ3233'THE GROUND.  STATION IS STAMPED 9B004.
 CQ3233'
 CQ3233'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CQ3233'79 AND 80 IN GREENWOOD, FOLLOW U.S. HIGHWAY 79 AND 80 EAST
 CQ3233'FOR 1.20 MILES TO THE OVERPASS AND INTERCHANGE ON I-20.  STATION
 CQ3233'IS SET IN SOUTHWEST QUADRANT OF INTERCHANGE.
 CQ3233'
 CQ3233'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3233
 CQ3233                          STATION RECOVERY (1985)
 CQ3233
 CQ3233'RECOVERY NOTE BY US POWER SQUADRON 1985 (KWF)
 CQ3233'RECOVERED IN GOOD CONDITION.
 CQ3233
 CQ3233                          STATION RECOVERY (1987)
 CQ3233
 CQ3233'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3233'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3233
 CQ3233                          STATION RECOVERY (1999)
 CQ3233
 CQ3233'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3233'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3225 ***********************************************************************
 CQ3225  DESIGNATION -  9B005
 CQ3225  PID         -  CQ3225
 CQ3225  STATE/COUNTY-  LA/CADDO
 CQ3225  USGS QUAD   -  GREENWOOD (1982)
 CQ3225
 CQ3225                         *CURRENT SURVEY CONTROL
 CQ3225  ___________________________________________________________________
 CQ3225* NAD 83(1992)-  32 26 37.98504(N)    093 57 00.68642(W)     ADJUSTED  
 CQ3225* NAVD 88     -        90.8    (meters)     298.     (feet)  VERTCON   
 CQ3225  ___________________________________________________________________
 CQ3225  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CQ3225  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3225
 CQ3225  HORZ ORDER  -  SECOND
 CQ3225
 CQ3225.The horizontal coordinates were established by classical geodetic methods
 CQ3225.and adjusted by the National Geodetic Survey in February 1996..
 CQ3225
 CQ3225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3225
 CQ3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3225
 CQ3225.The geoid height was determined by GEOID03.
 CQ3225
 CQ3225;                    North         East     Units Scale Factor Converg.
 CQ3225;SPC LA N     -   216,444.105   863,641.179   MT  0.99995679   -0 46 00.2
 CQ3225;SPC LA N     -   710,117.03  2,833,462.77   sFT  0.99995679   -0 46 00.2
 CQ3225;SPC TXNC     - 2,095,449.234 1,027,677.317   MT  0.99992848   +2 28 53.2
 CQ3225;SPC TXNC     - 6,874,819.70  3,371,638.00   sFT  0.99992848   +2 28 53.2
 CQ3225;UTM  15      - 3,590,036.038   410,682.741   MT  0.99969837   -0 30 35.2
 CQ3225
 CQ3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3225!SPC LA N     -   0.99998982  x   0.99995679  =   0.99994661
 CQ3225!SPC TXNC     -   0.99998982  x   0.99992848  =   0.99991830
 CQ3225!UTM  15      -   0.99998982  x   0.99969837  =   0.99968819
 CQ3225
 CQ3225:                Primary Azimuth Mark                     Grid Az
 CQ3225:SPC LA N     -  9B003                                    278 19 29.3
 CQ3225:SPC TXNC     -  9B003                                    275 04 35.9
 CQ3225:UTM  15      -  9B003                                    278 04 04.3
 CQ3225
 CQ3225|---------------------------------------------------------------------|
 CQ3225| PID    Reference Object                     Distance      Geod. Az  |
 CQ3225|                                                           dddmmss.s |
 CQ3225| CQ3232 9B003                               APPROX. 2.9 KM 2773329.1 |
 CQ3225| CQ3233 9B004                               265.690 METERS 27747     |
 CQ3225|---------------------------------------------------------------------|
 CQ3225
 CQ3225                          SUPERSEDED SURVEY CONTROL
 CQ3225
 CQ3225  NAD 83(1992)-  32 26 37.98702(N)    093 57 00.68472(W) AD(       ) 2
 CQ3225  NAD 83(1986)-  32 26 37.99564(N)    093 57 00.67642(W) AD(       ) 2
 CQ3225  NAD 27      -  32 26 37.43666(N)    093 57 00.02025(W) AD(       ) 2
 CQ3225  NGVD 29 (07/19/86)   90.9    (m)          298.     (f) VERT ANG       
 CQ3225
 CQ3225.Superseded values are not recommended for survey control.
 CQ3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3225.See file dsdata.txt to determine how the superseded data were derived.
 CQ3225
 CQ3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1068390036(NAD 83)
 CQ3225_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CQ3225_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ3225+WITH SETTING: PAVEMENT
 CQ3225_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3225+STABILITY: SURFACE MOTION
 CQ3225
 CQ3225  HISTORY     - Date     Condition        Report By
 CQ3225  HISTORY     - 1966     MONUMENTED       LADH
 CQ3225  HISTORY     - 1985     GOOD             USPSQD
 CQ3225  HISTORY     - 1987     GOOD             LADTD
 CQ3225  HISTORY     - 19990515 GOOD             USPSQD
 CQ3225
 CQ3225                          STATION DESCRIPTION
 CQ3225
 CQ3225'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3225'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE U.S. HIGHWAY
 CQ3225'80 OVERPASS AND INTERCHANGE JUST EAST OF GREENWOOD.  STATION IS
 CQ3225'MARKED BY A STANDARD BRONZE DISK SET IN THE ROADWAY OF THE
 CQ3225'OVERPASS (IN THE ABUTMENT) 3.20 FEET WEST OF THE EAST CURB,
 CQ3225'11.00 FEET EAST OF CENTERLINE OF ROADWAY OF OVERPASS.  STATION
 CQ3225'IS 5.90 FEET NORTHWEST OF WITNESS POST.  STATION IS STAMPED
 CQ3225'9B005.
 CQ3225'
 CQ3225'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CQ3225'79 AND 80 IN GREENWOOD, FOLLOW U.S. HIGHWAY 80 EAST FOR 1.20
 CQ3225'MILES TO STATION SET IN THE SOUTHEAST CORNER OF THE OVERPASS.
 CQ3225'
 CQ3225'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3225
 CQ3225                          STATION RECOVERY (1985)
 CQ3225
 CQ3225'RECOVERY NOTE BY US POWER SQUADRON 1985 (KWF)
 CQ3225'RECOVERED IN GOOD CONDITION.
 CQ3225
 CQ3225                          STATION RECOVERY (1987)
 CQ3225
 CQ3225'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3225'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3225
 CQ3225                          STATION RECOVERY (1999)
 CQ3225
 CQ3225'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3227 ***********************************************************************
 CQ3227  DESIGNATION -  9B006
 CQ3227  PID         -  CQ3227
 CQ3227  STATE/COUNTY-  LA/CADDO
 CQ3227  USGS QUAD   -  GREENWOOD (1982)
 CQ3227
 CQ3227                         *CURRENT SURVEY CONTROL
 CQ3227  ___________________________________________________________________
 CQ3227* NAD 83(1992)-  32 26 36.94209(N)    093 56 19.05373(W)     ADJUSTED  
 CQ3227* NAVD 88     -        96.7    (meters)     317.     (feet)  VERTCON   
 CQ3227  ___________________________________________________________________
 CQ3227  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CQ3227  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3227
 CQ3227  HORZ ORDER  -  SECOND
 CQ3227
 CQ3227.The horizontal coordinates were established by classical geodetic methods
 CQ3227.and adjusted by the National Geodetic Survey in February 1996..
 CQ3227
 CQ3227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3227
 CQ3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3227
 CQ3227.The geoid height was determined by GEOID03.
 CQ3227
 CQ3227;                    North         East     Units Scale Factor Converg.
 CQ3227;SPC LA N     -   216,397.489   864,728.090   MT  0.99995674   -0 45 38.2
 CQ3227;SPC LA N     -   709,964.10  2,837,028.74   sFT  0.99995674   -0 45 38.2
 CQ3227;SPC TXNC     - 2,095,464.280 1,028,765.093   MT  0.99992853   +2 29 15.9
 CQ3227;SPC TXNC     - 6,874,869.06  3,375,206.81   sFT  0.99992853   +2 29 15.9
 CQ3227;UTM  15      - 3,589,994.308   411,769.568   MT  0.99969599   -0 30 12.9
 CQ3227
 CQ3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3227!SPC LA N     -   0.99998889  x   0.99995674  =   0.99994563
 CQ3227!SPC TXNC     -   0.99998889  x   0.99992853  =   0.99991742
 CQ3227!UTM  15      -   0.99998889  x   0.99969599  =   0.99968489
 CQ3227
 CQ3227:                Primary Azimuth Mark                     Grid Az
 CQ3227:SPC LA N     -  9B005                                    272 27 21.2
 CQ3227:SPC TXNC     -  9B005                                    269 12 27.1
 CQ3227:UTM  15      -  9B005                                    272 11 55.9
 CQ3227
 CQ3227|---------------------------------------------------------------------|
 CQ3227| PID    Reference Object                     Distance      Geod. Az  |
 CQ3227|                                                           dddmmss.s |
 CQ3227| CQ3225 9B005                               APPROX. 1.1 KM 2714143.0 |
 CQ3227|---------------------------------------------------------------------|
 CQ3227
 CQ3227                          SUPERSEDED SURVEY CONTROL
 CQ3227
 CQ3227  NAD 83(1992)-  32 26 36.94390(N)    093 56 19.05224(W) AD(       ) 2
 CQ3227  NAD 83(1986)-  32 26 36.95273(N)    093 56 19.04386(W) AD(       ) 2
 CQ3227  NAD 27      -  32 26 36.39448(N)    093 56 18.38884(W) AD(       ) 2
 CQ3227  NGVD 29 (07/19/86)   96.8    (m)          318.     (f) VERT ANG       
 CQ3227
 CQ3227.Superseded values are not recommended for survey control.
 CQ3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3227.See file dsdata.txt to determine how the superseded data were derived.
 CQ3227
 CQ3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1177089994(NAD 83)
 CQ3227_MARKER: DD = SURVEY DISK
 CQ3227_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ3227+WITH SETTING: PAVEMENT
 CQ3227_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3227
 CQ3227  HISTORY     - Date     Condition        Report By
 CQ3227  HISTORY     - 1966     MONUMENTED       LADH
 CQ3227  HISTORY     - 1985     GOOD             USPSQD
 CQ3227  HISTORY     - 1987     GOOD             LADTD
 CQ3227  HISTORY     - 19990206 GOOD             USPSQD
 CQ3227
 CQ3227                          STATION DESCRIPTION
 CQ3227
 CQ3227'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3227'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE EAST BOUND
 CQ3227'OVERPASS OVER RAILROAD ON INTERSTATE 20.  STATION IS MARKED
 CQ3227'BY A STANDARD BRONZE DISK SET IN CURB ABOUT 8 INCHES ABOVE
 CQ3227'THE SURFACE OF THE ROADWAY.  STATION IS 3.40 FEET EAST OF THE
 CQ3227'WEST END OF OVERPASS, 15.00 FEET SOUTH OF THE CENTERLINE OF
 CQ3227'THE ROADWAY OF THE OVERPASS.  STATION IS 4.07 FEET NORTHEAST
 CQ3227'OF METAL WITNESS POST AND SIGN.  STATION IS STAMPED 9B006.
 CQ3227'
 CQ3227'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CQ3227'79 AND 80 IN GREENWOOD, FOLLOW 79 AND 80 EAST FOR 1.20 MILES
 CQ3227'TO EXIT ON INTERCHANGE TO INTERSTATE 20, THENCE EAST ALONG
 CQ3227'INTERSTATE 20 FOR 0.66 MILES TO STATION SET IN SOUTHWEST
 CQ3227'CORNER OF RAILROAD OVERPASS.
 CQ3227'
 CQ3227'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3227
 CQ3227                          STATION RECOVERY (1985)
 CQ3227
 CQ3227'RECOVERY NOTE BY US POWER SQUADRON 1985 (KWF)
 CQ3227'RECOVERED IN GOOD CONDITION.
 CQ3227
 CQ3227                          STATION RECOVERY (1987)
 CQ3227
 CQ3227'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3227'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3227
 CQ3227                          STATION RECOVERY (1999)
 CQ3227
 CQ3227'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3226 ***********************************************************************
 CQ3226  DESIGNATION -  9B007
 CQ3226  PID         -  CQ3226
 CQ3226  STATE/COUNTY-  LA/CADDO
 CQ3226  USGS QUAD   -  GREENWOOD (1982)
 CQ3226
 CQ3226                         *CURRENT SURVEY CONTROL
 CQ3226  ___________________________________________________________________
 CQ3226* NAD 83(1992)-  32 26 22.88690(N)    093 56 57.88948(W)     ADJUSTED  
 CQ3226* NAVD 88     -        98.3    (meters)     323.     (feet)  VERTCON   
 CQ3226  ___________________________________________________________________
 CQ3226  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 CQ3226  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3226
 CQ3226  HORZ ORDER  -  SECOND
 CQ3226
 CQ3226.The horizontal coordinates were established by classical geodetic methods
 CQ3226.and adjusted by the National Geodetic Survey in February 1996..
 CQ3226
 CQ3226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3226
 CQ3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3226
 CQ3226.The geoid height was determined by GEOID03.
 CQ3226
 CQ3226;                    North         East     Units Scale Factor Converg.
 CQ3226;SPC LA N     -   215,978.106   863,708.008   MT  0.99995612   -0 45 58.7
 CQ3226;SPC LA N     -   708,588.17  2,833,682.02   sFT  0.99995612   -0 45 58.7
 CQ3226;SPC TXNC     - 2,094,987.783 1,027,770.440   MT  0.99992925   +2 28 54.7
 CQ3226;SPC TXNC     - 6,873,305.75  3,371,943.52   sFT  0.99992925   +2 28 54.7
 CQ3226;UTM  15      - 3,589,570.463   410,751.642   MT  0.99969822   -0 30 33.5
 CQ3226
 CQ3226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3226!SPC LA N     -   0.99998864  x   0.99995612  =   0.99994476
 CQ3226!SPC TXNC     -   0.99998864  x   0.99992925  =   0.99991789
 CQ3226!UTM  15      -   0.99998864  x   0.99969822  =   0.99968687
 CQ3226
 CQ3226:                Primary Azimuth Mark                     Grid Az
 CQ3226:SPC LA N     -  9B006                                    067 39 03.9
 CQ3226:SPC TXNC     -  9B006                                    064 24 10.5
 CQ3226:UTM  15      -  9B006                                    067 23 38.7
 CQ3226
 CQ3226|---------------------------------------------------------------------|
 CQ3226| PID    Reference Object                     Distance      Geod. Az  |
 CQ3226|                                                           dddmmss.s |
 CQ3226| CQ3227 9B006                               APPROX. 1.1 KM 0665305.2 |
 CQ3226| CQ1749 GREENWOOD                           340.931 METERS 27510     |
 CQ3226|---------------------------------------------------------------------|
 CQ3226
 CQ3226                          SUPERSEDED SURVEY CONTROL
 CQ3226
 CQ3226  NAD 83(1992)-  32 26 22.88895(N)    093 56 57.88779(W) AD(       ) 2
 CQ3226  NAD 83(1986)-  32 26 22.89752(N)    093 56 57.87957(W) AD(       ) 2
 CQ3226  NAD 27      -  32 26 22.33901(N)    093 56 57.22437(W) AD(       ) 2
 CQ3226  NGVD 29 (07/19/86)   98.4    (m)          323.     (f) VERT ANG       
 CQ3226
 CQ3226.Superseded values are not recommended for survey control.
 CQ3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3226.See file dsdata.txt to determine how the superseded data were derived.
 CQ3226
 CQ3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1075289570(NAD 83)
 CQ3226_MARKER: DD = SURVEY DISK
 CQ3226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3226+STABILITY: SURFACE MOTION
 CQ3226
 CQ3226  HISTORY     - Date     Condition        Report By
 CQ3226  HISTORY     - 1966     MONUMENTED       LADH
 CQ3226  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ3226
 CQ3226                          STATION DESCRIPTION
 CQ3226
 CQ3226'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3226'STATION IS LOCATED ON LAND OWNED BY MR. FOLSOM ABOUT 1.0 MILE
 CQ3226'EAST OF GREENWOOD.  STATION IS SET IN PASTURE ON HILL NEAR
 CQ3226'WINDMILL.  STATION IS 129.60 FEET SOUTH-SOUTHWEST OF WINDMILL,
 CQ3226'37.30 FEET SOUTH WEST OF SOUTHWEST END OF SMALL POND NEAR
 CQ3226'WINDMILL, 341.10 FEET EAST OF A 3 BARB WIRE FENCE RUNNING
 CQ3226'NORTH-SOUTH, AND 202.0 FEET SOUTHEAST OF FIRST TWIN PINE TREE
 CQ3226'IN POINT IN WOODS LINE.  STATION IS 1.05 FEET EAST OF WITNESS
 CQ3226'POST.
 CQ3226'
 CQ3226'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3226'CONCRETE POST 10 INCHES BELOW THE SURFACE OF THE GROUND.
 CQ3226'STATION IS STAMPED 9B007.
 CQ3226'
 CQ3226'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CQ3226'79 AND 80 IN GREENWOOD, FOLLOW ALONG 79 AND 80 FOR 1.20 MILES
 CQ3226'TO INTERSECTION WITH LA 511, TAKE LA 511 FOR ABOUT 200 YARDS
 CQ3226'TO WOODEN BRIDGE TO DIRT ROAD LEADING SOUTH TO WOOD FRAME
 CQ3226'HOUSE IN PASTURE, THENCE SOUTH ALONG DIRT ROAD INTO PASTURE
 CQ3226'FOR ABOUT 0.2 MILE TO STATION SET ON TOP OF HILL.
 CQ3226'
 CQ3226'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3226
 CQ3226                          STATION RECOVERY (1999)
 CQ3226
 CQ3226'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3231 ***********************************************************************
 CQ3231  DESIGNATION -  9C001
 CQ3231  PID         -  CQ3231
 CQ3231  STATE/COUNTY-  LA/CADDO
 CQ3231  USGS QUAD   -  GREENWOOD (1982)
 CQ3231
 CQ3231                         *CURRENT SURVEY CONTROL
 CQ3231  ___________________________________________________________________
 CQ3231* NAD 83(1992)-  32 26 42.20019(N)    093 55 12.36505(W)     ADJUSTED  
 CQ3231* NAVD 88     -        88.7    (meters)     291.     (feet)  VERTCON   
 CQ3231  ___________________________________________________________________
 CQ3231  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CQ3231  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3231
 CQ3231  HORZ ORDER  -  SECOND
 CQ3231
 CQ3231.The horizontal coordinates were established by classical geodetic methods
 CQ3231.and adjusted by the National Geodetic Survey in February 1996..
 CQ3231
 CQ3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3231
 CQ3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3231
 CQ3231.The geoid height was determined by GEOID03.
 CQ3231
 CQ3231;                    North         East     Units Scale Factor Converg.
 CQ3231;SPC LA N     -   216,536.464   866,471.957   MT  0.99995697   -0 45 02.9
 CQ3231;SPC LA N     -   710,420.05  2,842,750.08   sFT  0.99995697   -0 45 02.9
 CQ3231;SPC TXNC     - 2,095,701.845 1,030,498.232   MT  0.99992826   +2 29 52.3
 CQ3231;SPC TXNC     - 6,875,648.47  3,380,892.95   sFT  0.99992826   +2 29 52.3
 CQ3231;UTM  15      - 3,590,141.068   413,512.336   MT  0.99969224   -0 29 37.2
 CQ3231
 CQ3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3231!SPC LA N     -   0.99999015  x   0.99995697  =   0.99994712
 CQ3231!SPC TXNC     -   0.99999015  x   0.99992826  =   0.99991841
 CQ3231!UTM  15      -   0.99999015  x   0.99969224  =   0.99968239
 CQ3231
 CQ3231:                Primary Azimuth Mark                     Grid Az
 CQ3231:SPC LA N     -  9C002                                    084 15 53.0
 CQ3231:SPC TXNC     -  9C002                                    081 00 57.8
 CQ3231:UTM  15      -  9C002                                    084 00 27.3
 CQ3231
 CQ3231|---------------------------------------------------------------------|
 CQ3231| PID    Reference Object                     Distance      Geod. Az  |
 CQ3231|                                                           dddmmss.s |
 CQ3231| CQ3228 9C002                               APPROX. 2.0 KM 0833050.1 |
 CQ3231|---------------------------------------------------------------------|
 CQ3231
 CQ3231                          SUPERSEDED SURVEY CONTROL
 CQ3231
 CQ3231  NAD 83(1992)-  32 26 42.20175(N)    093 55 12.36360(W) AD(       ) 2
 CQ3231  NAD 83(1986)-  32 26 42.21090(N)    093 55 12.35513(W) AD(       ) 2
 CQ3231  NAD 27      -  32 26 41.65394(N)    093 55 11.70106(W) AD(       ) 2
 CQ3231  NGVD 29 (07/19/86)   88.8    (m)          291.     (f) VERT ANG       
 CQ3231
 CQ3231.Superseded values are not recommended for survey control.
 CQ3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3231.See file dsdata.txt to determine how the superseded data were derived.
 CQ3231
 CQ3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1351290141(NAD 83)
 CQ3231_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CQ3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3231_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3231+STABILITY: SURFACE MOTION
 CQ3231
 CQ3231  HISTORY     - Date     Condition        Report By
 CQ3231  HISTORY     - 1966     MONUMENTED       LADH
 CQ3231  HISTORY     - 1987     GOOD             LADTD
 CQ3231  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ3231
 CQ3231                          STATION DESCRIPTION
 CQ3231
 CQ3231'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3231'STATION IS LOCATED EAST ALONG INTERSTATE 20, 1.06 MILES FROM
 CQ3231'THE U.S. HIGHWAYS 79 AND 80 INTERCHANGE.  STATION IS 44.50 FEET
 CQ3231'NORTHEAST OF RIGHT OF WAY MARKER IN SOUTH RIGHT OF WAY FENCE,
 CQ3231'43.60 FEET NORTH OF SOUTH RIGHT OF WAY FENCE, 61.80 FEET SOUTH
 CQ3231'OF THE CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE 20,
 CQ3231'87.0 FEET NORTHWEST OF A 12 INCH PINE TREE JUST SOUTH OF RIGHT
 CQ3231'OF WAY FENCE, 58.00 FEET NORTHEAST OF A 10 INCH PINE TREE JUST
 CQ3231'INSIDE SOUTH RIGHT OF WAY FENCE, AND APPROXIMATELY 1500 FEET
 CQ3231'EAST OF POWER LINE CROSSING OVER INTERSTATE 20.  STATION IS
 CQ3231'1.70 FEET WEST OF METAL WITNESS POST AND SIGN.
 CQ3231'
 CQ3231'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3231'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ3231'THE GROUND.  STATION IS STAMPED 9C001.
 CQ3231'
 CQ3231'TO REACH THIS STATION FROM THE INTERSECTION WITH 79 AND 80
 CQ3231'IN GREENWOOD, FOLLOW U.S. 79 AND 80 FOR 1.20 MILES TO INTERCHANGE
 CQ3231'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 1.06
 CQ3231'MILES TO STATION SET SOUTH OF HIGHWAY.
 CQ3231'
 CQ3231'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3231
 CQ3231                          STATION RECOVERY (1987)
 CQ3231
 CQ3231'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3231'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3231
 CQ3231                          STATION RECOVERY (1999)
 CQ3231
 CQ3231'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3228 ***********************************************************************
 CQ3228  DESIGNATION -  9C002
 CQ3228  PID         -  CQ3228
 CQ3228  STATE/COUNTY-  LA/CADDO
 CQ3228  USGS QUAD   -  GREENWOOD (1982)
 CQ3228
 CQ3228                         *CURRENT SURVEY CONTROL
 CQ3228  ___________________________________________________________________
 CQ3228* NAD 83(1992)-  32 26 49.41791(N)    093 53 57.42950(W)     ADJUSTED  
 CQ3228* NAVD 88     -        89.9    (meters)     295.     (feet)  VERTCON   
 CQ3228  ___________________________________________________________________
 CQ3228  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CQ3228  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3228
 CQ3228  HORZ ORDER  -  SECOND
 CQ3228
 CQ3228.The horizontal coordinates were established by classical geodetic methods
 CQ3228.and adjusted by the National Geodetic Survey in February 1996..
 CQ3228
 CQ3228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3228
 CQ3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3228
 CQ3228.The geoid height was determined by GEOID03.
 CQ3228
 CQ3228;                    North         East     Units Scale Factor Converg.
 CQ3228;SPC LA N     -   216,733.312   868,431.933   MT  0.99995730   -0 44 23.3
 CQ3228;SPC LA N     -   711,065.87  2,849,180.43   sFT  0.99995730   -0 44 23.3
 CQ3228;SPC TXNC     - 2,096,009.444 1,032,443.846   MT  0.99992790   +2 30 33.1
 CQ3228;SPC TXNC     - 6,876,657.65  3,387,276.18   sFT  0.99992790   +2 30 33.1
 CQ3228;UTM  15      - 3,590,346.658   415,470.885   MT  0.99968811   -0 28 57.0
 CQ3228
 CQ3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3228!SPC LA N     -   0.99998996  x   0.99995730  =   0.99994726
 CQ3228!SPC TXNC     -   0.99998996  x   0.99992790  =   0.99991786
 CQ3228!UTM  15      -   0.99998996  x   0.99968811  =   0.99967807
 CQ3228
 CQ3228:                Primary Azimuth Mark                     Grid Az
 CQ3228:SPC LA N     -  9C001                                    264 15 53.6
 CQ3228:SPC TXNC     -  9C001                                    261 00 57.2
 CQ3228:UTM  15      -  9C001                                    264 00 27.3
 CQ3228
 CQ3228|---------------------------------------------------------------------|
 CQ3228| PID    Reference Object                     Distance      Geod. Az  |
 CQ3228|                                                           dddmmss.s |
 CQ3228| CQ3231 9C001                               APPROX. 2.0 KM 2633130.3 |
 CQ3228|---------------------------------------------------------------------|
 CQ3228
 CQ3228                          SUPERSEDED SURVEY CONTROL
 CQ3228
 CQ3228  NAD 83(1992)-  32 26 49.41920(N)    093 53 57.42806(W) AD(       ) 2
 CQ3228  NAD 83(1986)-  32 26 49.42869(N)    093 53 57.41953(W) AD(       ) 2
 CQ3228  NAD 27      -  32 26 48.87348(N)    093 53 56.76661(W) AD(       ) 2
 CQ3228  NGVD 29 (07/19/86)   90.0    (m)          295.     (f) VERT ANG       
 CQ3228
 CQ3228.Superseded values are not recommended for survey control.
 CQ3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3228.See file dsdata.txt to determine how the superseded data were derived.
 CQ3228
 CQ3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1547190347(NAD 83)
 CQ3228_MARKER: DD = SURVEY DISK
 CQ3228_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ3228+WITH SETTING: PAVEMENT
 CQ3228_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3228
 CQ3228  HISTORY     - Date     Condition        Report By
 CQ3228  HISTORY     - 1966     MONUMENTED       LADH
 CQ3228  HISTORY     - 1985     GOOD             USPSQD
 CQ3228  HISTORY     - 1987     GOOD             LADTD
 CQ3228
 CQ3228                          STATION DESCRIPTION
 CQ3228
 CQ3228'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3228'STATION IS SET IN THE SOUTHEAST CORNER OF THE LUCAS ROAD
 CQ3228'OVERPASS ON INTERSTATE 20.  STATION IS MARKED BY A STANDARD
 CQ3228'BRONZE DISK SET IN CURB, 4.00 FEET NORTH OF SOUTH END OF
 CQ3228'OVERPASS, 15.00 FEET EAST OF THE CENTERLINE OF THE ROADWAY
 CQ3228'ON OVERPASS, AND ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 CQ3228'ROADWAY.  STATION IS 4.68 FEET NORTHWEST OF METAL WITNESS
 CQ3228'POST AND SIGN.  STATION IS STAMPED 9C002.
 CQ3228'
 CQ3228'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CQ3228'79 AND 80 IN GREENWOOD, FOLLOW U.S. 79 AND 80 EAST FOR 1.20
 CQ3228'MILES TO INTERCHANGE ON INTERSTATE 20, THENCE EAST ALONG
 CQ3228'INTERSTATE 20 FOR 2.26 MILES TO STATION SET IN SOUTHEAST CORNER
 CQ3228'OF OVERPASS.
 CQ3228'
 CQ3228'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3228
 CQ3228                          STATION RECOVERY (1985)
 CQ3228
 CQ3228'RECOVERY NOTE BY US POWER SQUADRON 1985 (KWF)
 CQ3228'RECOVERED IN GOOD CONDITION.
 CQ3228
 CQ3228                          STATION RECOVERY (1987)
 CQ3228
 CQ3228'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3228'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3191 ***********************************************************************
 CQ3191  DESIGNATION -  9C003
 CQ3191  PID         -  CQ3191
 CQ3191  STATE/COUNTY-  LA/CADDO
 CQ3191  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3191
 CQ3191                         *CURRENT SURVEY CONTROL
 CQ3191  ___________________________________________________________________
 CQ3191* NAD 83(1992)-  32 26 58.14710(N)    093 52 27.47122(W)     ADJUSTED  
 CQ3191* NAVD 88     -        86.08   (+/-2cm)     282.4    (feet)  VERTCON   
 CQ3191  ___________________________________________________________________
 CQ3191  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CQ3191  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3191
 CQ3191  HORZ ORDER  -  SECOND
 CQ3191  VERT ORDER  -  THIRD ? (See Below)
 CQ3191
 CQ3191.The horizontal coordinates were established by classical geodetic methods
 CQ3191.and adjusted by the National Geodetic Survey in February 1996..
 CQ3191
 CQ3191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3191.The vertical order pertains to the NGVD 29 superseded value.
 CQ3191
 CQ3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3191
 CQ3191.The geoid height was determined by GEOID03.
 CQ3191
 CQ3191;                    North         East     Units Scale Factor Converg.
 CQ3191;SPC LA N     -   216,972.107   870,784.754   MT  0.99995769   -0 43 35.7
 CQ3191;SPC LA N     -   711,849.32  2,856,899.65   sFT  0.99995769   -0 43 35.7
 CQ3191;SPC TXNC     - 2,096,381.200 1,034,779.281   MT  0.99992745   +2 31 22.2
 CQ3191;SPC TXNC     - 6,877,877.32  3,394,938.36   sFT  0.99992745   +2 31 22.2
 CQ3191;UTM  15      - 3,590,595.952   417,821.971   MT  0.99968328   -0 28 08.9
 CQ3191
 CQ3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3191!SPC LA N     -   0.99999056  x   0.99995769  =   0.99994826
 CQ3191!SPC TXNC     -   0.99999056  x   0.99992745  =   0.99991802
 CQ3191!UTM  15      -   0.99999056  x   0.99968328  =   0.99967385
 CQ3191
 CQ3191:                Primary Azimuth Mark                     Grid Az
 CQ3191:SPC LA N     -  9C002                                    264 12 17.3
 CQ3191:SPC TXNC     -  9C002                                    260 57 19.4
 CQ3191:UTM  15      -  9C002                                    263 56 50.5
 CQ3191
 CQ3191|---------------------------------------------------------------------|
 CQ3191| PID    Reference Object                     Distance      Geod. Az  |
 CQ3191|                                                           dddmmss.s |
 CQ3191| CQ3228 9C002                               APPROX. 2.4 KM 2632841.6 |
 CQ3191|---------------------------------------------------------------------|
 CQ3191
 CQ3191                          SUPERSEDED SURVEY CONTROL
 CQ3191
 CQ3191  NAD 83(1992)-  32 26 58.14809(N)    093 52 27.46975(W) AD(       ) 2
 CQ3191  NAD 83(1986)-  32 26 58.15796(N)    093 52 27.46116(W) AD(       ) 2
 CQ3191  NAD 27      -  32 26 57.60461(N)    093 52 26.81059(W) AD(       ) 2
 CQ3191  NGVD 29 (07/19/86)   86.15   (m)          282.6    (f) LEVELING    3  
 CQ3191
 CQ3191.Superseded values are not recommended for survey control.
 CQ3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3191.See file dsdata.txt to determine how the superseded data were derived.
 CQ3191
 CQ3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1782290596(NAD 83)
 CQ3191_MARKER: DD = SURVEY DISK
 CQ3191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3191_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3191
 CQ3191  HISTORY     - Date     Condition        Report By
 CQ3191  HISTORY     - 1966     MONUMENTED       LADH
 CQ3191  HISTORY     - 1985     GOOD             USPSQD
 CQ3191  HISTORY     - 1987     GOOD             LADTD
 CQ3191  HISTORY     - 19990206 GOOD             USPSQD
 CQ3191
 CQ3191                          STATION DESCRIPTION
 CQ3191
 CQ3191'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3191'THIS STATION IS LOCATED EAST ALONG INTERSTATE 20, 1.44 MILES
 CQ3191'FROM THE FLOURNOY LUCAS ROAD OVERPASS AND INTERCHANGE.  STATION
 CQ3191'IS 44.20 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE
 CQ3191'OF INTERSTATE 20, 2.00 FEET SOUTH OF RIGHT OF WAY FENCE, 15.00
 CQ3191'FEET NORTH OF CENTERLINE OF SOUTH FRONTAGE ROAD, 31.00 FEET
 CQ3191'NORTHWEST OF ENTRANCE TO BROAD ACRES ROAD LEADING SOUTH, 55.00
 CQ3191'FEET NORTHEAST OF HIGHWAY RIGHT OF WAY MARKER, AND 71.00
 CQ3191'FEET NORTHWEST OF HIGHWAY RIGHT OF WAY MARKER.  STATION IS
 CQ3191'1.67 FEET NORTH OF WITNESS POST.
 CQ3191'
 CQ3191'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
 CQ3191'POST PROJECTING ABOUT 4 INCHES ABOVE THS SURFACE OF THE GROUND.
 CQ3191'STATION IS STAMPED 9C003.
 CQ3191'
 CQ3191'TO REACH THIS STATION FROM THE LUCAS ROAD INTERCHANGE, FOLLOW
 CQ3191'INTERSTATE 20 EAST FOR 1.44 MILES TO STATION SET SOUTH OF
 CQ3191'HIGHWAY.
 CQ3191'
 CQ3191'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3191
 CQ3191                          STATION RECOVERY (1985)
 CQ3191
 CQ3191'RECOVERY NOTE BY US POWER SQUADRON 1985 (KWF)
 CQ3191'RECOVERED IN GOOD CONDITION.
 CQ3191
 CQ3191                          STATION RECOVERY (1987)
 CQ3191
 CQ3191'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3191'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ3191'THE WITNESS POST AND SIGN IS NOW 0.5 METERS (1.5 FT) WEST OF THE
 CQ3191'STATION MARK.
 CQ3191
 CQ3191                          STATION RECOVERY (1999)
 CQ3191
 CQ3191'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3195 ***********************************************************************
 CQ3195  DESIGNATION -  9C004
 CQ3195  PID         -  CQ3195
 CQ3195  STATE/COUNTY-  LA/CADDO
 CQ3195  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3195
 CQ3195                         *CURRENT SURVEY CONTROL
 CQ3195  ___________________________________________________________________
 CQ3195* NAD 83(1992)-  32 27 00.71301(N)    093 51 56.44170(W)     ADJUSTED  
 CQ3195* NAVD 88     -        85.8    (meters)     281.     (feet)  VERTCON   
 CQ3195  ___________________________________________________________________
 CQ3195  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CQ3195  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3195
 CQ3195  HORZ ORDER  -  SECOND
 CQ3195
 CQ3195.The horizontal coordinates were established by classical geodetic methods
 CQ3195.and adjusted by the National Geodetic Survey in February 1996..
 CQ3195
 CQ3195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3195
 CQ3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3195
 CQ3195.The geoid height was determined by GEOID03.
 CQ3195
 CQ3195;                    North         East     Units Scale Factor Converg.
 CQ3195;SPC LA N     -   217,040.893   871,596.119   MT  0.99995780   -0 43 19.3
 CQ3195;SPC LA N     -   712,075.00  2,859,561.60   sFT  0.99995780   -0 43 19.3
 CQ3195;UTM  15      - 3,590,668.364   418,632.795   MT  0.99968164   -0 27 52.3
 CQ3195
 CQ3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3195!SPC LA N     -   0.99999060  x   0.99995780  =   0.99994840
 CQ3195!UTM  15      -   0.99999060  x   0.99968164  =   0.99967225
 CQ3195
 CQ3195                          SUPERSEDED SURVEY CONTROL
 CQ3195
 CQ3195  NAD 83(1992)-  32 27 00.71389(N)    093 51 56.44039(W) AD(       ) 2
 CQ3195  NAD 83(1986)-  32 27 00.72389(N)    093 51 56.43169(W) AD(       ) 2
 CQ3195  NAD 27      -  32 27 00.17088(N)    093 51 55.78223(W) AD(       ) 2
 CQ3195  NGVD 29 (07/19/86)   85.9    (m)          282.     (f) VERT ANG       
 CQ3195
 CQ3195.Superseded values are not recommended for survey control.
 CQ3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3195.See file dsdata.txt to determine how the superseded data were derived.
 CQ3195
 CQ3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1863390668(NAD 83)
 CQ3195_MARKER: DD = SURVEY DISK
 CQ3195_SETTING: 0 = UNSPECIFIED SETTING
 CQ3195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3195
 CQ3195  HISTORY     - Date     Condition        Report By
 CQ3195  HISTORY     - 1966     MONUMENTED       LADH
 CQ3195  HISTORY     - 1976     SEE DESCRIPTION  NGS
 CQ3195  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ3195  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ3195
 CQ3195                          STATION DESCRIPTION
 CQ3195
 CQ3195'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3195'THE STATION IS SET IN THE SOUTHEAST CORNER OF THE PINES ROAD
 CQ3195'OVERPASS ON INTERSTATE 20.  STATION IS MARKED BY A STANDARD
 CQ3195'BRONZE DISK SET IN THE ABUTMENT IN ROADWAY, 3.15 FEET WEST
 CQ3195'OF THE EAST CURB, AND 9.00 FEET EAST OF THE CENTERLINE OF
 CQ3195'THE ROADWAY OF THE OVERPASS.  STATION IS 7.55 FEET NORTHWEST
 CQ3195'OF METAL WITNESS POST AND SIGN.  STATION IS STAMPED 9C004.
 CQ3195'
 CQ3195'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CQ3195'79 AND 80 AND THE BUNCOMB ROAD INTERCHANGE APPROACH, GO WEST
 CQ3195'ON U.S. HIGHWAYS 79 AND 80 FOR 1.30 MILES TO INTERSECTION
 CQ3195'WITH PINES ROAD, THENCE SOUTH ON PINES ROAD FOR ABOUT 200 FEET
 CQ3195'TO STATION SET IN SOUTHEAST CORNER OF OVERPASS.
 CQ3195'
 CQ3195'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3195
 CQ3195                          STATION RECOVERY (1976)
 CQ3195
 CQ3195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 CQ3195'THE STATION WAS VISITED 5-19-76 AND FOUND IN GOOD CONDITION.  THE
 CQ3195'STATION WAS MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION BY
 CQ3195'ESTABLISHING STATION 9C004 RESET 1976 6.026 METERS EAST OF THE
 CQ3195'STATION.  THE STATION DISK WAS RECALIMED AFTER THE STATION WAS
 CQ3195'RESET.  SEE DESCRIPTION FOR 9C004 (LDH) RESET 1976.
 CQ3195'
 CQ3195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST SECTION OF
 CQ3195'SHREVESPORT.
 CQ3195
 CQ3195                          STATION RECOVERY (1985)
 CQ3195
 CQ3195'RECOVERY NOTE BY US POWER SQUADRON 1985 (TGC)
 CQ3195'MARK NOT FOUND.
 CQ3195
 CQ3195                          STATION RECOVERY (1999)
 CQ3195
 CQ3195'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3216 ***********************************************************************
 CQ3216  DESIGNATION -  9C004 RESET
 CQ3216  PID         -  CQ3216
 CQ3216  STATE/COUNTY-  LA/CADDO
 CQ3216  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3216
 CQ3216                         *CURRENT SURVEY CONTROL
 CQ3216  ___________________________________________________________________
 CQ3216* NAD 83(1992)-  32 27 00.71411(N)    093 51 56.67241(W)     ADJUSTED  
 CQ3216* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CQ3216  ___________________________________________________________________
 CQ3216  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CQ3216  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3216
 CQ3216  HORZ ORDER  -  THIRD
 CQ3216
 CQ3216.The horizontal coordinates were established by classical geodetic methods
 CQ3216.and adjusted by the National Geodetic Survey in February 1996..
 CQ3216.No horizontal observational check was made to the station.
 CQ3216
 CQ3216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3216
 CQ3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3216
 CQ3216.The geoid height was determined by GEOID03.
 CQ3216
 CQ3216;                    North         East     Units Scale Factor Converg.
 CQ3216;SPC LA N     -   217,041.003   871,590.094   MT  0.99995780   -0 43 19.4
 CQ3216;SPC LA N     -   712,075.36  2,859,541.83   sFT  0.99995780   -0 43 19.4
 CQ3216;UTM  15      - 3,590,668.446   418,626.771   MT  0.99968165   -0 27 52.4
 CQ3216
 CQ3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3216!SPC LA N     -   0.99999059  x   0.99995780  =   0.99994839
 CQ3216!UTM  15      -   0.99999059  x   0.99968165  =   0.99967224
 CQ3216
 CQ3216                          SUPERSEDED SURVEY CONTROL
 CQ3216
 CQ3216  NAD 83(1992)-  32 27 00.71500(N)    093 51 56.67110(W) AD(       ) 3
 CQ3216  NAD 83(1986)-  32 27 00.72500(N)    093 51 56.66240(W) AD(       ) 3
 CQ3216  NAD 27      -  32 27 00.17198(N)    093 51 56.01293(W) AD(       ) 3
 CQ3216  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CQ3216
 CQ3216.Superseded values are not recommended for survey control.
 CQ3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3216.See file dsdata.txt to determine how the superseded data were derived.
 CQ3216
 CQ3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1862790668(NAD 83)
 CQ3216_MARKER: DS = TRIANGULATION STATION DISK
 CQ3216_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ3216+WITH SETTING: PAVEMENT
 CQ3216_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3216
 CQ3216  HISTORY     - Date     Condition        Report By
 CQ3216  HISTORY     - 1976     MONUMENTED       LADH
 CQ3216  HISTORY     - 1987     GOOD             LADTD
 CQ3216  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ3216
 CQ3216                          STATION DESCRIPTION
 CQ3216
 CQ3216'DESCRIBED BY LA DEPT OF HIGHWAYS 1976 (AKH)
 CQ3216'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES WEST OF THE CITY
 CQ3216'LIMITS OF SHREVESPORTIN THE SOUTHEAST CORNER OF THE PINES ROAD
 CQ3216'OVERPASS ON INTERSTATE HIGHWAY 20.  IT 1.2 FEET EAST OF THE
 CQ3216'WEST CURB OF THE BRIDGE 5.6 FEET NORTHEAST OF A METAL WITNESS
 CQ3216'POST.  IT IS A U.S.C. AND G.S AND STATE HIGHWAY DISK SET IN A
 CQ3216'DRILL HOLE IN THE ABUTMENT OF THE SOUTHEAST END OF THE BRIDGE.
 CQ3216'
 CQ3216'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 79
 CQ3216'AND 80 AND THE BUNCOMB ROAD INTERCHARGE, GO WEST ON U.S. HIGHWAY 79
 CQ3216'AND 80 FOR 1.3 MILES TO THE PINES ROAD OVERPASS, THENCE SOUTH ON
 CQ3216'PINES ROAD ABOUT 300 FEET TO THE STATION IN THE SOUTHEAST
 CQ3216'ABOUTMENT.  THE DISK IS STAMPED 9C004 RESET 1976.
 CQ3216'
 CQ3216'NEAREST TOWN--SHREVESPORT.
 CQ3216
 CQ3216                          STATION RECOVERY (1987)
 CQ3216
 CQ3216'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3216'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3216
 CQ3216                          STATION RECOVERY (1999)
 CQ3216
 CQ3216'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3192 ***********************************************************************
 CQ3192  DESIGNATION -  9C005
 CQ3192  PID         -  CQ3192
 CQ3192  STATE/COUNTY-  LA/CADDO
 CQ3192  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3192
 CQ3192                         *CURRENT SURVEY CONTROL
 CQ3192  ___________________________________________________________________
 CQ3192* NAD 83(1992)-  32 27 10.49373(N)    093 51 21.72431(W)     ADJUSTED  
 CQ3192* NAVD 88     -        82.5    (meters)     271.     (feet)  VERTCON   
 CQ3192  ___________________________________________________________________
 CQ3192  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ3192  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3192
 CQ3192  HORZ ORDER  -  SECOND
 CQ3192
 CQ3192.The horizontal coordinates were established by classical geodetic methods
 CQ3192.and adjusted by the National Geodetic Survey in February 1996..
 CQ3192
 CQ3192.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3192
 CQ3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3192
 CQ3192.The geoid height was determined by GEOID03.
 CQ3192
 CQ3192;                    North         East     Units Scale Factor Converg.
 CQ3192;SPC LA N     -   217,330.757   872,506.563   MT  0.99995824   -0 43 01.0
 CQ3192;SPC LA N     -   713,025.99  2,862,548.62   sFT  0.99995824   -0 43 01.0
 CQ3192;UTM  15      - 3,590,962.235   419,541.675   MT  0.99967983   -0 27 33.8
 CQ3192
 CQ3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3192!SPC LA N     -   0.99999112  x   0.99995824  =   0.99994936
 CQ3192!UTM  15      -   0.99999112  x   0.99967983  =   0.99967096
 CQ3192
 CQ3192:                Primary Azimuth Mark                     Grid Az
 CQ3192:SPC LA N     -  9C004                                    252 20 23.3
 CQ3192:UTM  15      -  9C004                                    252 04 56.1
 CQ3192
 CQ3192|---------------------------------------------------------------------|
 CQ3192| PID    Reference Object                     Distance      Geod. Az  |
 CQ3192|                                                           dddmmss.s |
 CQ3192| CQ3195 9C004                               APPROX. 1.0 KM 2513722.3 |
 CQ3192|---------------------------------------------------------------------|
 CQ3192
 CQ3192                          SUPERSEDED SURVEY CONTROL
 CQ3192
 CQ3192  NAD 83(1992)-  32 27 10.49447(N)    093 51 21.72312(W) AD(       ) 2
 CQ3192  NAD 83(1986)-  32 27 10.50464(N)    093 51 21.71433(W) AD(       ) 2
 CQ3192  NAD 27      -  32 27 09.95230(N)    093 51 21.06635(W) AD(       ) 2
 CQ3192  NGVD 29 (07/19/86)   82.6    (m)          271.     (f) VERT ANG       
 CQ3192
 CQ3192.Superseded values are not recommended for survey control.
 CQ3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3192.See file dsdata.txt to determine how the superseded data were derived.
 CQ3192
 CQ3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1954290962(NAD 83)
 CQ3192_MARKER: DD = SURVEY DISK
 CQ3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3192_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3192+STABILITY: SURFACE MOTION
 CQ3192
 CQ3192  HISTORY     - Date     Condition        Report By
 CQ3192  HISTORY     - 1966     MONUMENTED       LADH
 CQ3192  HISTORY     - 1972     GOOD             NGS
 CQ3192  HISTORY     - 1976     SEE DESCRIPTION  NGS
 CQ3192  HISTORY     - 1985     GOOD             USPSQD
 CQ3192  HISTORY     - 1987     GOOD             LADTD
 CQ3192  HISTORY     - 19990206 GOOD             USPSQD
 CQ3192
 CQ3192                          STATION DESCRIPTION
 CQ3192
 CQ3192'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3192'THIS STATION IS LOCATED WEST ALONG INTERSTATE 20, 0.69 MILES
 CQ3192'FROM THE BUNCOMB ROAD OVERPASS AND INTERCHANGE.  THE STATION IS
 CQ3192'NORTH OF HIGHWAY NEAR NORTH RIGHT OF WAY FENCE, 80.00 FEET
 CQ3192'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE
 CQ3192'20, 69.00 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 80, 30.80
 CQ3192'FEET SOUTHWEST OF SOUTHWEST CORNER POST ON GUARD RAIL AROUND
 CQ3192'GAS METER, 72.30 FEET SOUTHWEST OF TELEPHONE POLE ALONG U.S.
 CQ3192'HIGHWAY 80, 90.70 FEET SOUTHEAST OF TELEPHONE POLE ALONG U.S.
 CQ3192'HIGHWAY 80, AND 128.70 FEET EAST OF PROJECTION OF GREENWOOD
 CQ3192'BOULEVARD.  STATION IS 1.40 FEET WEST OF METAL WITNESS POST
 CQ3192'AND SIGN.
 CQ3192'
 CQ3192'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3192'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CQ3192'THE GROUND.  STATION IS STAMPED 9C005.
 CQ3192'
 CQ3192'TO REACH THIS STATION FROM THE INTERSECTION OF BUNCOMB ROAD
 CQ3192'AND U.S. HIGHWAYS 79 AND 80, GO SOUTH ON ENTRANCE TO INTERSTATE
 CQ3192'20, THENCE WEST ON INTERSTATE 20 FOR 0.69 MILES TO STATION
 CQ3192'SET NORTH OF HIGHWAY.
 CQ3192'
 CQ3192'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3192
 CQ3192                          STATION RECOVERY (1972)
 CQ3192
 CQ3192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CQ3192'RECOVERED AS DESCRIBED.
 CQ3192'
 CQ3192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHREVEPORT,
 CQ3192'LOUISIANA
 CQ3192
 CQ3192                          STATION RECOVERY (1976)
 CQ3192
 CQ3192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 CQ3192'THE MONUMENT WAS FOUND WITH THE DISK REMOVED BUT THE SHANK OF THE
 CQ3192'DISK IN PLACE.  THE DISK WAS REPLACED WITH A NEW ONE.  THE MONUMENT
 CQ3192'WAS APPARENTLY IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CQ3192'
 CQ3192'THE STATION IS LOCATED 0.7 MILES WEST OF THE INTERSECTION OF
 CQ3192'INTERSTATE 20 AND BUNCOMB ROAD OVERPASS.  IT IS 80 FEET NORTH OF
 CQ3192'THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE I-20, 13.5 FEET
 CQ3192'SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 68.4 FEET SOUTH OF THE
 CQ3192'CENTERLINE OF U.S. HIGHWAY 79 AND 80, 126 FEET EAST OF THE
 CQ3192'PROJECTED CENTERLINE OF A NORTH-SOUTH STREET, 34 FEET SOUTHWEST
 CQ3192'OF THE CENTER OF A GAS METER BETWEEN U.S. HIGHWAY 79 AND 80 AND
 CQ3192'THE RIGHT-OF-WAY FENCE, 106 FEET SOUTHEAST OF POWER POLE NO.
 CQ3192'122, 65 FEET EAST-SOUTHEAST OF A FIRE HYDRANT, 15 FEET EAST OF THE
 CQ3192'PROJECTED PLANE OF THE WEST WALL OF A WHITE HOUSE ON THE NORTH SIDE
 CQ3192'OF U.S. HIGHWAY 80.  IT IS A USC AND GS AND STATE SURVEY DISK
 CQ3192'STAMPED 9C005 1966 1970 FLUSH WITH THE GROUND AND 1 FOOT EAST
 CQ3192'OF A METAL WITNESS POST.
 CQ3192
 CQ3192                          STATION RECOVERY (1985)
 CQ3192
 CQ3192'RECOVERY NOTE BY US POWER SQUADRON 1985 (TGC)
 CQ3192'RECOVERED IN GOOD CONDITION.
 CQ3192
 CQ3192                          STATION RECOVERY (1987)
 CQ3192
 CQ3192'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3192'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3192
 CQ3192                          STATION RECOVERY (1999)
 CQ3192
 CQ3192'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3193 ***********************************************************************
 CQ3193  DESIGNATION -  9C006
 CQ3193  PID         -  CQ3193
 CQ3193  STATE/COUNTY-  LA/CADDO
 CQ3193  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3193
 CQ3193                         *CURRENT SURVEY CONTROL
 CQ3193  ___________________________________________________________________
 CQ3193* NAD 83(1992)-  32 27 21.12802(N)    093 50 39.19322(W)     ADJUSTED  
 CQ3193* NAVD 88     -        86.7    (meters)     284.     (feet)  VERTCON   
 CQ3193  ___________________________________________________________________
 CQ3193  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CQ3193  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3193
 CQ3193  HORZ ORDER  -  SECOND
 CQ3193
 CQ3193.The horizontal coordinates were established by classical geodetic methods
 CQ3193.and adjusted by the National Geodetic Survey in February 1996..
 CQ3193
 CQ3193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3193
 CQ3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3193
 CQ3193.The geoid height was determined by GEOID03.
 CQ3193
 CQ3193;                    North         East     Units Scale Factor Converg.
 CQ3193;SPC LA N     -   217,644.460   873,621.331   MT  0.99995872   -0 42 38.5
 CQ3193;SPC LA N     -   714,055.20  2,866,205.98   sFT  0.99995872   -0 42 38.5
 CQ3193;UTM  15      - 3,591,280.857   420,654.710   MT  0.99967763   -0 27 11.1
 CQ3193
 CQ3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3193!SPC LA N     -   0.99999046  x   0.99995872  =   0.99994918
 CQ3193!UTM  15      -   0.99999046  x   0.99967763  =   0.99966810
 CQ3193
 CQ3193:                Primary Azimuth Mark                     Grid Az
 CQ3193:SPC LA N     -  9C004                                    253 24 16.7
 CQ3193:UTM  15      -  9C004                                    253 08 49.3
 CQ3193
 CQ3193|---------------------------------------------------------------------|
 CQ3193| PID    Reference Object                     Distance      Geod. Az  |
 CQ3193|                                                           dddmmss.s |
 CQ3193| CQ3195 9C004                               APPROX. 2.1 KM 2524138.2 |
 CQ3193|---------------------------------------------------------------------|
 CQ3193
 CQ3193                          SUPERSEDED SURVEY CONTROL
 CQ3193
 CQ3193  NAD 83(1992)-  32 27 21.12861(N)    093 50 39.19213(W) AD(       ) 2
 CQ3193  NAD 83(1986)-  32 27 21.13895(N)    093 50 39.18326(W) AD(       ) 2
 CQ3193  NAD 27      -  32 27 20.58701(N)    093 50 38.53691(W) AD(       ) 2
 CQ3193  NGVD 29 (07/19/86)   86.8    (m)          285.     (f) VERT ANG       
 CQ3193
 CQ3193.Superseded values are not recommended for survey control.
 CQ3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3193.See file dsdata.txt to determine how the superseded data were derived.
 CQ3193
 CQ3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2065591281(NAD 83)
 CQ3193_MARKER: DD = SURVEY DISK
 CQ3193_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ3193+WITH SETTING: PAVEMENT
 CQ3193_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3193
 CQ3193  HISTORY     - Date     Condition        Report By
 CQ3193  HISTORY     - 1966     MONUMENTED       LADH
 CQ3193  HISTORY     - 1972     GOOD             NGS
 CQ3193  HISTORY     - 1985     GOOD             USPSQD
 CQ3193  HISTORY     - 1987     MARK NOT FOUND   LADTD
 CQ3193  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ3193
 CQ3193                          STATION DESCRIPTION
 CQ3193
 CQ3193'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3193'THIS STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE NORTH
 CQ3193'BOUND OVERPASS ON THE BUNCOMB ROAD INTERCHANGE OVER INTERSTATE
 CQ3193'20.  STATION IS MARKED BY A STANDARD BRONZE DISK SET IN ROADWAY
 CQ3193'(IN ABUTMENT 3.25 FEET WEST OF EAST CURB).  STATION IS 11.20
 CQ3193'FEET EAST OF CENTERLINE OF THE ROADWAY OF THE OVERPASS.  STATION
 CQ3193'IS 7.96 FEET NORTHWEST OF METAL WITNESS POST AND SIGN.  STATION
 CQ3193'IS STAMPED 9C006.
 CQ3193'
 CQ3193'TO REACH THIS STATION FROM THE SHREVEPORT WEST CITY LIMITS
 CQ3193'ON U.S. HIGHWAYS 79 AND 80, FOLLOW U.S. 79 AND 80 WEST FOR
 CQ3193'1.10 MILES TO THE INTERSECTION WITH BUNCOMB ROAD, THENCE
 CQ3193'SOUTH ON BUNCOMB ROAD TO INTERCHANGE ON INTERSTATE 20 TO
 CQ3193'STATION SET IN NORTH BOUND OVERPASS.
 CQ3193'
 CQ3193'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3193
 CQ3193                          STATION RECOVERY (1972)
 CQ3193
 CQ3193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CQ3193'RECOVERED AS DESCRIBED.
 CQ3193'
 CQ3193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHREVEPORT,
 CQ3193'LOUISIANA.
 CQ3193
 CQ3193                          STATION RECOVERY (1985)
 CQ3193
 CQ3193'RECOVERY NOTE BY US POWER SQUADRON 1985 (TGC)
 CQ3193'RECOVERED IN GOOD CONDITION.
 CQ3193
 CQ3193                          STATION RECOVERY (1987)
 CQ3193
 CQ3193'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3193'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3193
 CQ3193                          STATION RECOVERY (1999)
 CQ3193
 CQ3193'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3189 ***********************************************************************
 CQ3189  DESIGNATION -  9C007
 CQ3189  PID         -  CQ3189
 CQ3189  STATE/COUNTY-  LA/CADDO
 CQ3189  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3189
 CQ3189                         *CURRENT SURVEY CONTROL
 CQ3189  ___________________________________________________________________
 CQ3189* NAD 83(1992)-  32 27 40.44274(N)    093 49 38.53656(W)     ADJUSTED  
 CQ3189* NAVD 88     -        80.5    (meters)     264.     (feet)  VERTCON   
 CQ3189  ___________________________________________________________________
 CQ3189  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CQ3189  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3189
 CQ3189  HORZ ORDER  -  SECOND
 CQ3189
 CQ3189.The horizontal coordinates were established by classical geodetic methods
 CQ3189.and adjusted by the National Geodetic Survey in February 1996..
 CQ3189
 CQ3189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3189
 CQ3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3189
 CQ3189.The geoid height was determined by GEOID03.
 CQ3189
 CQ3189;                    North         East     Units Scale Factor Converg.
 CQ3189;SPC LA N     -   218,219.838   875,212.626   MT  0.99995961   -0 42 06.4
 CQ3189;SPC LA N     -   715,942.92  2,871,426.76   sFT  0.99995961   -0 42 06.4
 CQ3189;UTM  15      - 3,591,863.221   422,242.952   MT  0.99967456   -0 26 38.7
 CQ3189
 CQ3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3189!SPC LA N     -   0.99999144  x   0.99995961  =   0.99995105
 CQ3189!UTM  15      -   0.99999144  x   0.99967456  =   0.99966600
 CQ3189
 CQ3189:                Primary Azimuth Mark                     Grid Az
 CQ3189:SPC LA N     -  REID 2                                   066 02 16.6
 CQ3189:UTM  15      -  REID 2                                   065 46 48.9
 CQ3189
 CQ3189|---------------------------------------------------------------------|
 CQ3189| PID    Reference Object                     Distance      Geod. Az  |
 CQ3189|                                                           dddmmss.s |
 CQ3189| CQ3201 REID 2                              APPROX. 2.8 KM 0652010.2 |
 CQ3189|---------------------------------------------------------------------|
 CQ3189
 CQ3189                          SUPERSEDED SURVEY CONTROL
 CQ3189
 CQ3189  NAD 83(1992)-  32 27 40.44321(N)    093 49 38.53538(W) AD(       ) 2
 CQ3189  NAD 83(1986)-  32 27 40.45376(N)    093 49 38.52649(W) AD(       ) 2
 CQ3189  NAD 27      -  32 27 39.90242(N)    093 49 37.88057(W) AD(       ) 2
 CQ3189  NGVD 29 (07/19/86)   80.6    (m)          264.     (f) VERT ANG       
 CQ3189
 CQ3189.Superseded values are not recommended for survey control.
 CQ3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3189.See file dsdata.txt to determine how the superseded data were derived.
 CQ3189
 CQ3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2224391863(NAD 83)
 CQ3189_MARKER: DD = SURVEY DISK
 CQ3189_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ3189+WITH SETTING: PAVEMENT
 CQ3189_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3189
 CQ3189  HISTORY     - Date     Condition        Report By
 CQ3189  HISTORY     - 1966     MONUMENTED       LADH
 CQ3189  HISTORY     - 1969     GOOD             CGS
 CQ3189  HISTORY     - 1972     GOOD             NGS
 CQ3189  HISTORY     - 1976     GOOD             NGS
 CQ3189  HISTORY     - 1985     GOOD             USPSQD
 CQ3189  HISTORY     - 1987     GOOD             LADTD
 CQ3189  HISTORY     - 19990515 GOOD             USPSQD
 CQ3189
 CQ3189                          STATION DESCRIPTION
 CQ3189
 CQ3189'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3189'THIS STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE MONKHOUSE
 CQ3189'DRIVE OVERPASS AND INTERCHANGE ON INTERSTATE 20.  STATION IS
 CQ3189'MARKED BY A STANDARD BRONZE DISK SET IN WALKWAY OF THE OVERPASS,
 CQ3189'2.30 FEET EAST OF CURB, AND 29.60 FEET EAST OF CENTERLINE
 CQ3189'DIVIDER IN CENTER OF OVERPASS (OVERPASS IS FOUR LANE).  STATION
 CQ3189'IS 6.04 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CQ3189'STATION IS STAMPED 9C007.
 CQ3189'
 CQ3189'TO REACH THIS STATION FROM THE INTERSECTION OF MONKHOUSE DRIVE
 CQ3189'AND U.S. HWY. 80, FOLLOW MONKHOUSE DRIVE 0.7 MILES SOUTH TO
 CQ3189'INTERCHANGE ON INTERSTATE 20.
 CQ3189'
 CQ3189'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3189
 CQ3189                          STATION RECOVERY (1969)
 CQ3189
 CQ3189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3189'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 CQ3189'DESCRIBED IN 1966 BY JOHN BICKMAN.
 CQ3189
 CQ3189                          STATION RECOVERY (1972)
 CQ3189
 CQ3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CQ3189'RECOVERED AS DESCRIBED.
 CQ3189'
 CQ3189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHREVEPORT,
 CQ3189'LOUISIANA.
 CQ3189
 CQ3189                          STATION RECOVERY (1976)
 CQ3189
 CQ3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 CQ3189'THE STATION WAS VISITED ON 7-13-76 AND THE MARK WAS FOUND TO BE IN
 CQ3189'GOOD CONDITION.  THE 1966 DESCRIPTION IS ADEQUATE TO FIND THE
 CQ3189'STATION.
 CQ3189'
 CQ3189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 CQ3189'OF DOWNTOWN SHREVEPORT.
 CQ3189'
 CQ3189'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ3189
 CQ3189                          STATION RECOVERY (1985)
 CQ3189
 CQ3189'RECOVERY NOTE BY US POWER SQUADRON 1985 (JSS)
 CQ3189'RECOVERED IN GOOD CONDITION.
 CQ3189
 CQ3189                          STATION RECOVERY (1987)
 CQ3189
 CQ3189'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3189'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3189
 CQ3189                          STATION RECOVERY (1999)
 CQ3189
 CQ3189'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3196 ***********************************************************************
 CQ3196  DESIGNATION -  9C008
 CQ3196  PID         -  CQ3196
 CQ3196  STATE/COUNTY-  LA/CADDO
 CQ3196  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3196
 CQ3196                         *CURRENT SURVEY CONTROL
 CQ3196  ___________________________________________________________________
 CQ3196* NAD 83(1992)-  32 28 10.09502(N)    093 48 21.77336(W)     ADJUSTED  
 CQ3196* NAVD 88     -        80.4    (meters)     264.     (feet)  VERTCON   
 CQ3196  ___________________________________________________________________
 CQ3196  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CQ3196  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3196
 CQ3196  HORZ ORDER  -  SECOND
 CQ3196
 CQ3196.The horizontal coordinates were established by classical geodetic methods
 CQ3196.and adjusted by the National Geodetic Survey in February 1996..
 CQ3196
 CQ3196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3196
 CQ3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3196
 CQ3196.The geoid height was determined by GEOID03.
 CQ3196
 CQ3196;                    North         East     Units Scale Factor Converg.
 CQ3196;SPC LA N     -   219,108.793   877,228.141   MT  0.99996098   -0 41 25.8
 CQ3196;SPC LA N     -   718,859.43  2,878,039.33   sFT  0.99996098   -0 41 25.8
 CQ3196;UTM  15      - 3,592,760.975   424,253.869   MT  0.99967075   -0 25 57.9
 CQ3196
 CQ3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3196!SPC LA N     -   0.99999146  x   0.99996098  =   0.99995244
 CQ3196!UTM  15      -   0.99999146  x   0.99967075  =   0.99966221
 CQ3196
 CQ3196:                Primary Azimuth Mark                     Grid Az
 CQ3196:SPC LA N     -  9C007                                    246 11 59.7
 CQ3196:UTM  15      -  9C007                                    245 56 31.8
 CQ3196
 CQ3196|---------------------------------------------------------------------|
 CQ3196| PID    Reference Object                     Distance      Geod. Az  |
 CQ3196|                                                           dddmmss.s |
 CQ3196| CQ3189 9C007                               APPROX. 2.2 KM 2453033.9 |
 CQ3196|---------------------------------------------------------------------|
 CQ3196
 CQ3196                          SUPERSEDED SURVEY CONTROL
 CQ3196
 CQ3196  NAD 83(1992)-  32 28 10.09538(N)    093 48 21.77194(W) AD(       ) 2
 CQ3196  NAD 83(1986)-  32 28 10.10613(N)    093 48 21.76322(W) AD(       ) 2
 CQ3196  NAD 27      -  32 28 09.55399(N)    093 48 21.12064(W) AD(       ) 2
 CQ3196  NGVD 29 (07/19/86)   80.5    (m)          264.     (f) VERT ANG       
 CQ3196
 CQ3196.Superseded values are not recommended for survey control.
 CQ3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3196.See file dsdata.txt to determine how the superseded data were derived.
 CQ3196
 CQ3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2425492761(NAD 83)
 CQ3196_MARKER: DD = SURVEY DISK
 CQ3196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3196_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3196_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3196
 CQ3196  HISTORY     - Date     Condition        Report By
 CQ3196  HISTORY     - 1966     MONUMENTED       LADH
 CQ3196  HISTORY     - 1973     GOOD             NGS
 CQ3196  HISTORY     - 1985     GOOD             USPSQD
 CQ3196  HISTORY     - 1987     GOOD             LADTD
 CQ3196  HISTORY     - 19990515 GOOD             USPSQD
 CQ3196
 CQ3196                          STATION DESCRIPTION
 CQ3196
 CQ3196'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3196'THIS STATION IS LOCATED IN THE WEST END OF DIVIDER BETWEEN
 CQ3196'TWO OVERPASSES OVER BROADWAY STREET ON INTERSTATE 20 IN
 CQ3196'SHREVEPORT.  STATION IS MARKED BY A STANDARD BRONZE DISK
 CQ3196'SET IN CURB ON SOUTH SIDE OF WEST END OF DIVIDER.  STATION IS
 CQ3196'0.55 FEET EAST OF A METAL WITNESS POST AND SIGN.  STATION IS
 CQ3196'STAMPED 9C008.
 CQ3196'
 CQ3196'TO REACH THIS STATION FROM THE INTERSECTION OF JEWELLA AVENUE
 CQ3196'AND U.S. HWY. 80, FOLLOW JEWELLA AVENUE SOUTH FOR 0.10 MILES
 CQ3196'TO INTERCHANGE ON INTERSTATE 20, THENCE WEST ALONG INTERSTATE
 CQ3196'20 FOR 0.5 MILES TO STATION SET SOUTH OF WEST BOUND LANE IN
 CQ3196'DIVIDER.
 CQ3196'
 CQ3196'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3196
 CQ3196                          STATION RECOVERY (1973)
 CQ3196
 CQ3196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CQ3196'RECOVERED AS DESCRIBED.
 CQ3196'
 CQ3196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHREVEPORT,
 CQ3196'LOUISIANA.
 CQ3196
 CQ3196                          STATION RECOVERY (1985)
 CQ3196
 CQ3196'RECOVERY NOTE BY US POWER SQUADRON 1985 (KSS)
 CQ3196'RECOVERED IN GOOD CONDITION.
 CQ3196
 CQ3196                          STATION RECOVERY (1987)
 CQ3196
 CQ3196'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3196'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3196
 CQ3196                          STATION RECOVERY (1999)
 CQ3196
 CQ3196'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3184 ***********************************************************************
 CQ3184  DESIGNATION -  9C009
 CQ3184  PID         -  CQ3184
 CQ3184  STATE/COUNTY-  LA/CADDO
 CQ3184  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3184
 CQ3184                         *CURRENT SURVEY CONTROL
 CQ3184  ___________________________________________________________________
 CQ3184* NAD 83(1992)-  32 28 19.65616(N)    093 47 51.69972(W)     ADJUSTED  
 CQ3184* NAVD 88     -        81.6    (meters)     268.     (feet)  VERTCON   
 CQ3184  ___________________________________________________________________
 CQ3184  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ3184  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3184
 CQ3184  HORZ ORDER  -  SECOND
 CQ3184
 CQ3184.The horizontal coordinates were established by classical geodetic methods
 CQ3184.and adjusted by the National Geodetic Survey in February 1996..
 CQ3184
 CQ3184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3184
 CQ3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3184
 CQ3184.The geoid height was determined by GEOID03.
 CQ3184
 CQ3184;                    North         East     Units Scale Factor Converg.
 CQ3184;SPC LA N     -   219,393.850   878,016.907   MT  0.99996143   -0 41 09.9
 CQ3184;SPC LA N     -   719,794.66  2,880,627.14   sFT  0.99996143   -0 41 09.9
 CQ3184;UTM  15      - 3,593,049.493   425,041.116   MT  0.99966929   -0 25 41.9
 CQ3184
 CQ3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3184!SPC LA N     -   0.99999127  x   0.99996143  =   0.99995270
 CQ3184!UTM  15      -   0.99999127  x   0.99966929  =   0.99966056
 CQ3184
 CQ3184:                Primary Azimuth Mark                     Grid Az
 CQ3184:SPC LA N     -  SHREVEPORT VICTORIA SASH CO TK           164 58 47.1
 CQ3184:UTM  15      -  SHREVEPORT VICTORIA SASH CO TK           164 43 19.1
 CQ3184
 CQ3184|---------------------------------------------------------------------|
 CQ3184| PID    Reference Object                     Distance      Geod. Az  |
 CQ3184|                                                           dddmmss.s |
 CQ3184| CQ3182 SHREVEPORT VICTORIA SASH CO TK      APPROX. 1.6 KM 1641737.2 |
 CQ3184| CQ3196 9C008                               APPROX. 0.8 KM 2492639.4 |
 CQ3184| CQ3201 REID 2                              281.410 METERS 25856     |
 CQ3184| CQ1764 REID                                285.940 METERS 26156     |
 CQ3184|---------------------------------------------------------------------|
 CQ3184
 CQ3184                          SUPERSEDED SURVEY CONTROL
 CQ3184
 CQ3184  NAD 83(1992)-  32 28 19.65651(N)    093 47 51.69812(W) AD(       ) 2
 CQ3184  NAD 83(1986)-  32 28 19.66722(N)    093 47 51.68969(W) AD(       ) 2
 CQ3184  NAD 27      -  32 28 19.11482(N)    093 47 51.04746(W) AD(       ) 2
 CQ3184  NGVD 29 (07/19/86)   81.7    (m)          268.     (f) VERT ANG       
 CQ3184
 CQ3184.Superseded values are not recommended for survey control.
 CQ3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3184.See file dsdata.txt to determine how the superseded data were derived.
 CQ3184
 CQ3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2504193049(NAD 83)
 CQ3184_MARKER: DD = SURVEY DISK
 CQ3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3184+STABILITY: SURFACE MOTION
 CQ3184
 CQ3184  HISTORY     - Date     Condition        Report By
 CQ3184  HISTORY     - 1966     MONUMENTED       LADH
 CQ3184  HISTORY     - 1969     GOOD             CGS
 CQ3184  HISTORY     - 1971     GOOD             NGS
 CQ3184  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ3184  HISTORY     - 1987     MARK NOT FOUND   LADTD
 CQ3184  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3184
 CQ3184                          STATION DESCRIPTION
 CQ3184
 CQ3184'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CQ3184'THIS STATION IS LOCATED IN MEDIAN JUST WEST OF THE JEWELLA
 CQ3184'AVENUE INTERCHANGE IN SHREVEPORT.  STATION IS MARKED BY A
 CQ3184'STANDARD BRONZE DISK SET IN A ROUND CONCRETE POST EVEN WITH
 CQ3184'THE SURFACE AND IS STAMPED 9C009.  STATION IS 51.60 FEET
 CQ3184'WEST OF THE WEST END OF DIVIDER BETWEEN TWIN OVERPASSES
 CQ3184'OVER JEWELLA AVENUE ON I-20, 5.60 FEET NORTH OF CURB ON EAST
 CQ3184'BOUND LANE, 9.00 FEET SOUTH OF CURB ON WEST BOUND LANE, AND
 CQ3184'1.35 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CQ3184'
 CQ3184'TO REACH THIS STATION FROM THE INTERSECTION OF JEWELLA AVENUE
 CQ3184'AND U.S. HIGHWAY 80, FOLLOW JEWELLA AVENUE SOUTH FOR 0.10 MILES
 CQ3184'TO THE JEWELLA AVENUE INTERCHANGE ON I-20, THEN ON I-20 TO
 CQ3184'STATION SET JUST WEST OF INTERCHANGE IN MEDIAN.
 CQ3184'
 CQ3184'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3184
 CQ3184                          STATION RECOVERY (1969)
 CQ3184
 CQ3184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3184'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 CQ3184'DESCRIBED IN 1966 BY JOHN BICKMAN.
 CQ3184
 CQ3184                          STATION RECOVERY (1971)
 CQ3184
 CQ3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CQ3184'THE MARK WAS VISITED 3-23-71 AND THE MARK WAS FOUND IN GOOD
 CQ3184'CONDITION AS DESCRIBED IN 1966.
 CQ3184'
 CQ3184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHREVESPORT.
 CQ3184
 CQ3184                          STATION RECOVERY (1985)
 CQ3184
 CQ3184'RECOVERY NOTE BY US POWER SQUADRON 1985 (KSS)
 CQ3184'MARK NOT FOUND.
 CQ3184
 CQ3184                          STATION RECOVERY (1987)
 CQ3184
 CQ3184'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3184'NOTE-  THIS MARK IS BELIEVED TO BE COVERED BY A CONCRETE DIVEDER
 CQ3184'BETWEEN THE EAST AND WEST BOUND LANES OF INTERSTATE HIGHWAY 20.
 CQ3184
 CQ3184                          STATION RECOVERY (1999)
 CQ3184
 CQ3184'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3215 ***********************************************************************
 CQ3215  DESIGNATION -  9H001
 CQ3215  PID         -  CQ3215
 CQ3215  STATE/COUNTY-  LA/CADDO
 CQ3215  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3215
 CQ3215                         *CURRENT SURVEY CONTROL
 CQ3215  ___________________________________________________________________
 CQ3215* NAD 83(1992)-  32 29 59.47429(N)    093 45 05.69573(W)     ADJUSTED  
 CQ3215* NAVD 88     -        78.1    (meters)     256.     (feet)  VERTCON   
 CQ3215  ___________________________________________________________________
 CQ3215  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CQ3215  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ3215
 CQ3215  HORZ ORDER  -  SECOND
 CQ3215
 CQ3215.The horizontal coordinates were established by classical geodetic methods
 CQ3215.and adjusted by the National Geodetic Survey in February 1996..
 CQ3215
 CQ3215.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3215
 CQ3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3215
 CQ3215.The geoid height was determined by GEOID03.
 CQ3215
 CQ3215;                    North         East     Units Scale Factor Converg.
 CQ3215;SPC LA N     -   222,417.376   882,386.763   MT  0.99996622   -0 39 42.2
 CQ3215;SPC LA N     -   729,714.34  2,894,963.90   sFT  0.99996622   -0 39 42.2
 CQ3215;UTM  15      - 3,596,091.744   429,396.021   MT  0.99966147   -0 24 13.8
 CQ3215
 CQ3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3215!SPC LA N     -   0.99999182  x   0.99996622  =   0.99995804
 CQ3215!UTM  15      -   0.99999182  x   0.99966147  =   0.99965329
 CQ3215
 CQ3215:                Primary Azimuth Mark                     Grid Az
 CQ3215:SPC LA N     -  9H002                                    036 59 10.4
 CQ3215:UTM  15      -  9H002                                    036 43 42.0
 CQ3215
 CQ3215|---------------------------------------------------------------------|
 CQ3215| PID    Reference Object                     Distance      Geod. Az  |
 CQ3215|                                                           dddmmss.s |
 CQ3215| CQ3275 9H002                               APPROX. 1.1 KM 0361928.2 |
 CQ3215|---------------------------------------------------------------------|
 CQ3215
 CQ3215                          SUPERSEDED SURVEY CONTROL
 CQ3215
 CQ3215  NAD 83(1992)-  32 29 59.47419(N)    093 45 05.69555(W) AD(       ) 2
 CQ3215  NAD 83(1986)-  32 29 59.48568(N)    093 45 05.68619(W) AD(       ) 2
 CQ3215  NAD 27      -  32 29 58.93717(N)    093 45 05.04212(W) AD(       ) 2
 CQ3215  NGVD 29 (07/19/86)   78.2    (m)          257.     (f) VERT ANG       
 CQ3215
 CQ3215.Superseded values are not recommended for survey control.
 CQ3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3215.See file dsdata.txt to determine how the superseded data were derived.
 CQ3215
 CQ3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2939696092(NAD 83)
 CQ3215_MARKER: DD = SURVEY DISK
 CQ3215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3215+STABILITY: SURFACE MOTION
 CQ3215
 CQ3215  HISTORY     - Date     Condition        Report By
 CQ3215  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3215  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3215
 CQ3215                          STATION DESCRIPTION
 CQ3215
 CQ3215'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3215'THE STATION IS LOCATED IN SHREVEPORT AND IS SET NEAR THE STONIER
 CQ3215'AVENUE AND FAIRFIELD STREET CROSSING OVER INTERSTATE 20.  THE MARK
 CQ3215'IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3215'
 CQ3215'TO REACH THE STATION FROM THE VETERANS HOSPITAL ON THE CORNER
 CQ3215'OF YOUREE DRIVE AND STONIER AVENUE, GO WEST ALONG STONIER AVENUE
 CQ3215'FOR 1.7 MILES TO THE INTERSECTION OF INTERSTATE 20 (EAST) APPROACH
 CQ3215'AND STONIER AVENUE.  THE MARK IS SET WEST OF THE INTERSTATE
 CQ3215'APPROACH AND SOUTH OF STONIER AVENUE NEAR A CHAIN-LINK FENCE AND
 CQ3215'THE SOUTHEAST CORNER OF AN OVERPASS.
 CQ3215'
 CQ3215'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3215'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF AN 8-INCH
 CQ3215'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE SUB-SURFACE
 CQ3215'MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 CQ3215'ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED 9H001
 CQ3215'1976.  THE MARK IS 61 FEET SOUTHWEST OF A STEEL BRACE POLE WITH
 CQ3215'A TRAFFIC CONTROL BOX ATTACHED, 42.5 FEET SOUTH OF THE CENTER OF
 CQ3215'STONIER AVENUE, 27 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 CQ3215'STEEL COVER ON A SIDE-DRAIN ON THE SOUTH SIDE OF STONIER
 CQ3215'AVENUE, 21 FEET WEST-NORTHWEST OF THE CENTER OF AN APPROACH RAMP
 CQ3215'TO INTERSTATE 20 (EAST), 3 FEET EAST-NORTHEAST OF A
 CQ3215'CHAIN-LINK FENCE AND 2 FEET NORTHEAST OF A METAL WITNESS POST
 CQ3215'AND SIGN.
 CQ3215'
 CQ3215'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3215
 CQ3215                          STATION RECOVERY (1999)
 CQ3215
 CQ3215'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3275 ***********************************************************************
 CQ3275  DESIGNATION -  9H002
 CQ3275  PID         -  CQ3275
 CQ3275  STATE/COUNTY-  LA/CADDO
 CQ3275  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3275
 CQ3275                         *CURRENT SURVEY CONTROL
 CQ3275  ___________________________________________________________________
 CQ3275* NAD 83(1992)-  32 30 27.24011(N)    093 44 41.60361(W)     ADJUSTED  
 CQ3275* NAVD 88     -        63.4    (meters)     208.     (feet)  VERTCON   
 CQ3275  ___________________________________________________________________
 CQ3275  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CQ3275  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ3275
 CQ3275  HORZ ORDER  -  SECOND
 CQ3275
 CQ3275.The horizontal coordinates were established by classical geodetic methods
 CQ3275.and adjusted by the National Geodetic Survey in September 1999..
 CQ3275
 CQ3275.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3275
 CQ3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3275
 CQ3275.The geoid height was determined by GEOID03.
 CQ3275
 CQ3275;                    North         East     Units Scale Factor Converg.
 CQ3275;SPC LA N     -   223,265.356   883,025.442   MT  0.99996759   -0 39 29.4
 CQ3275;SPC LA N     -   732,496.42  2,897,059.30   sFT  0.99996759   -0 39 29.4
 CQ3275;UTM  15      - 3,596,942.330   430,030.683   MT  0.99966037   -0 24 01.2
 CQ3275
 CQ3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3275!SPC LA N     -   0.99999413  x   0.99996759  =   0.99996172
 CQ3275!UTM  15      -   0.99999413  x   0.99966037  =   0.99965450
 CQ3275
 CQ3275:                Primary Azimuth Mark                     Grid Az
 CQ3275:SPC LA N     -  VET                                      103 25 39.8
 CQ3275:UTM  15      -  VET                                      103 10 11.6
 CQ3275
 CQ3275|---------------------------------------------------------------------|
 CQ3275| PID    Reference Object                     Distance      Geod. Az  |
 CQ3275|                                                           dddmmss.s |
 CQ3275| CQ3273 VET                                 APPROX. 2.2 KM 1024610.4 |
 CQ3275|---------------------------------------------------------------------|
 CQ3275
 CQ3275                          SUPERSEDED SURVEY CONTROL
 CQ3275
 CQ3275  NAD 83(1992)-  32 30 27.24044(N)    093 44 41.60255(W) AD(       ) 2
 CQ3275  NAD 83(1986)-  32 30 27.25198(N)    093 44 41.59324(W) AD(       ) 2
 CQ3275  NAD 27      -  32 30 26.70441(N)    093 44 40.94933(W) AD(       ) 2
 CQ3275  NGVD 29 (07/19/86)   63.5    (m)          208.     (f) VERT ANG       
 CQ3275
 CQ3275.Superseded values are not recommended for survey control.
 CQ3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3275.See file dsdata.txt to determine how the superseded data were derived.
 CQ3275
 CQ3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3003196942(NAD 83)
 CQ3275_MARKER: DD = SURVEY DISK
 CQ3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3275+STABILITY: SURFACE MOTION
 CQ3275
 CQ3275  HISTORY     - Date     Condition        Report By
 CQ3275  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3275  HISTORY     - 1981     GOOD             LOCENG
 CQ3275  HISTORY     - 1995     MARK NOT FOUND   USPSQD
 CQ3275  HISTORY     - 19990206 GOOD             USPSQD
 CQ3275
 CQ3275                          STATION DESCRIPTION
 CQ3275
 CQ3275'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3275'THE STATION IS LOCATED IN SHREVEPORT AND IS SET NEAR THE WEST END
 CQ3275'OF THE ELEVATED APPROACH TO THE INTERSTATE 20 BRIDGE OVER THE
 CQ3275'RED RIVER.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3275'PROPERTY.
 CQ3275'
 CQ3275'TO REACH THE STATION FROM THE VETERANS HOSPITAL ON THE CORNER OF
 CQ3275'YOUREE DRIVE AND STONIER AVENUE, DRIVE WEST ALONG STONIER AVENUE
 CQ3275'FOR 1.5 MILES TO THE JUNCTION WITH LOUISIANA AVENUE, TURN RIGHT
 CQ3275'AND GO NORTH AND WEST ALONG LOUISIANA AVENUE FOR 0.4 MILES TO THE
 CQ3275'INTERSTATE 20 (EAST) APPROACH RAMP, ENTER THE APPROACH RAMP AND
 CQ3275'GO 0.2 MILES TO THE MARK SET ON THE RIGHT AND SOUTHEAST OF THE
 CQ3275'RAMP NEAR THE SOUTHEAST CORNER OF THE WEST END OF THE ELEVATED
 CQ3275'APPROACH TO THE INTERSTATE 20 BRIDGE OVER THE RED RIVER.
 CQ3275'
 CQ3275'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3275'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF AN 8-INCH
 CQ3275'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE SUB-SURFACE
 CQ3275'MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 CQ3275'ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED 9H002
 CQ3275'1976.  THE MARK IS 85 FEET NORTHEAST OF A METAL LIGHT STANDARD,
 CQ3275'59.5 FEET NORTHWEST OF A POWER CABLE JUNCTION BOX, 23 FEET
 CQ3275'NORTH OF A METAL COVER ON A UTILITY ACCESS (UNDERGROUND), 17 FEET
 CQ3275'SOUTHEAST OF THE CENTER OF THE APPROACH RAMP TO INTERSTATE 20
 CQ3275'(EAST), 10 FEET EAST OF A CATCH BASIN, AND 2 FEET SOUTHEAST OF A
 CQ3275'METAL WITNESS POST AND SIGN.
 CQ3275'
 CQ3275'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3275
 CQ3275                          STATION RECOVERY (1981)
 CQ3275
 CQ3275'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (RCO)
 CQ3275'9H002 LDH 1976 RECOVERED GOOD, DESCRIPTION ADEQUATE.
 CQ3275'
 CQ3275'DISTANCE AND DIRECTION FROM NEAREST TOWN--SW 0.4 MI. FROM DOWNTOWN
 CQ3275'SHREVEPORT.
 CQ3275
 CQ3275                          STATION RECOVERY (1995)
 CQ3275
 CQ3275'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3275'MARK NOT FOUND.
 CQ3275
 CQ3275                          STATION RECOVERY (1999)
 CQ3275
 CQ3275'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3214 ***********************************************************************
 CQ3214  DESIGNATION -  9H003
 CQ3214  PID         -  CQ3214
 CQ3214  STATE/COUNTY-  LA/CADDO
 CQ3214  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3214
 CQ3214                         *CURRENT SURVEY CONTROL
 CQ3214  ___________________________________________________________________
 CQ3214* NAD 83(1992)-  32 29 30.03294(N)    093 46 14.19629(W)     ADJUSTED  
 CQ3214* NAVD 88     -        82.0    (meters)     269.     (feet)  VERTCON   
 CQ3214  ___________________________________________________________________
 CQ3214  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CQ3214  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ3214
 CQ3214  HORZ ORDER  -  SECOND
 CQ3214
 CQ3214.The horizontal coordinates were established by classical geodetic methods
 CQ3214.and adjusted by the National Geodetic Survey in February 1996..
 CQ3214
 CQ3214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3214
 CQ3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3214
 CQ3214.The geoid height was determined by GEOID03.
 CQ3214
 CQ3214;                    North         East     Units Scale Factor Converg.
 CQ3214;SPC LA N     -   221,531.357   880,588.125   MT  0.99996478   -0 40 18.4
 CQ3214;SPC LA N     -   726,807.46  2,889,062.87   sFT  0.99996478   -0 40 18.4
 CQ3214;UTM  15      - 3,595,197.911   427,601.931   MT  0.99966463   -0 24 50.3
 CQ3214
 CQ3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3214!SPC LA N     -   0.99999121  x   0.99996478  =   0.99995599
 CQ3214!UTM  15      -   0.99999121  x   0.99966463  =   0.99965584
 CQ3214
 CQ3214:                Primary Azimuth Mark                     Grid Az
 CQ3214:SPC LA N     -  SHREVEPORT RAD STA KEEL TOWER            064 58 26.0
 CQ3214:UTM  15      -  SHREVEPORT RAD STA KEEL TOWER            064 42 57.9
 CQ3214
 CQ3214|---------------------------------------------------------------------|
 CQ3214| PID    Reference Object                     Distance      Geod. Az  |
 CQ3214|                                                           dddmmss.s |
 CQ3214| CQ3202 SHREVEPORT RAD STA KEEL TOWER       APPROX. 2.0 KM 0641807.6 |
 CQ3214| CQ3212 9H004                               APPROX. 1.2 KM 2045725.7 |
 CQ3214|---------------------------------------------------------------------|
 CQ3214
 CQ3214                          SUPERSEDED SURVEY CONTROL
 CQ3214
 CQ3214  NAD 83(1992)-  32 29 30.03309(N)    093 46 14.19578(W) AD(       ) 2
 CQ3214  NAD 83(1986)-  32 29 30.04442(N)    093 46 14.18659(W) AD(       ) 2
 CQ3214  NAD 27      -  32 29 29.49458(N)    093 46 13.54224(W) AD(       ) 2
 CQ3214  NGVD 29 (07/19/86)   82.1    (m)          269.     (f) VERT ANG       
 CQ3214
 CQ3214.Superseded values are not recommended for survey control.
 CQ3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3214.See file dsdata.txt to determine how the superseded data were derived.
 CQ3214
 CQ3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2760295198(NAD 83)
 CQ3214_MARKER: DD = SURVEY DISK
 CQ3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3214+STABILITY: SURFACE MOTION
 CQ3214
 CQ3214  HISTORY     - Date     Condition        Report By
 CQ3214  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3214  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3214
 CQ3214                          STATION DESCRIPTION
 CQ3214
 CQ3214'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3214'THE STATION IS LOCATED IN SHREVEPORT AND IS SET SOUTH OF INTERSTATE
 CQ3214'20 NEAR THE SOUTHWEST CORNER OF THE OVERPASS OVER U.S. HIGHWAY
 CQ3214'79 AND 80.  THE MARK IS SET ON LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3214'PROPERTY.
 CQ3214'
 CQ3214'TO REACH THE STATION FROM THE U.S. HIGHWAY 171 AND INTERSTATE 20
 CQ3214'INTERCHANGE, DRIVE EAST ALONG INTERSTATE 20 FOR 0.7 MILES TO THE
 CQ3214'MARK SET EAST-SOUTHEAST OF THE HIGHWAY NEAR THE SOUTHWEST CORNER
 CQ3214'OF THE OVERPASS.
 CQ3214'
 CQ3214'THE STATION MARK IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3214'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3214'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3214'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3214'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3214'ARE STAMPED 9H003 1976.  THE MARK IS 76 FEET NORTHEAST OF A METAL
 CQ3214'LIGHT STANDARD (NO. 12-29), 73 FEET NORTHWEST OF A
 CQ3214'CHAIN-LINK FENCE, 21.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 CQ3214'CORNER OF AN OVERPASS, 7.5 FEET EAST-SOUTHEAST OF THE SOUTHWEST
 CQ3214'CORNER OF AN ABUTMENT AND 1.5 FEET NORTHEAST OF A METAL WITNESS
 CQ3214'POST AND SIGN.
 CQ3214'
 CQ3214'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3214
 CQ3214                          STATION RECOVERY (1999)
 CQ3214
 CQ3214'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3212 ***********************************************************************
 CQ3212  DESIGNATION -  9H004
 CQ3212  PID         -  CQ3212
 CQ3212  STATE/COUNTY-  LA/CADDO
 CQ3212  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3212
 CQ3212                         *CURRENT SURVEY CONTROL
 CQ3212  ___________________________________________________________________
 CQ3212* NAD 83(1992)-  32 28 55.41967(N)    093 46 33.20130(W)     ADJUSTED  
 CQ3212* NAVD 88     -        83.4    (meters)     274.     (feet)  VERTCON   
 CQ3212  ___________________________________________________________________
 CQ3212  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 CQ3212  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ3212
 CQ3212  HORZ ORDER  -  SECOND
 CQ3212
 CQ3212.The horizontal coordinates were established by classical geodetic methods
 CQ3212.and adjusted by the National Geodetic Survey in February 1996..
 CQ3212
 CQ3212.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3212
 CQ3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3212
 CQ3212.The geoid height was determined by GEOID03.
 CQ3212
 CQ3212;                    North         East     Units Scale Factor Converg.
 CQ3212;SPC LA N     -   220,471.062   880,079.459   MT  0.99996312   -0 40 28.4
 CQ3212;SPC LA N     -   723,328.81  2,887,394.03   sFT  0.99996312   -0 40 28.4
 CQ3212;UTM  15      - 3,594,135.655   427,098.193   MT  0.99966554   -0 25 00.1
 CQ3212
 CQ3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3212!SPC LA N     -   0.99999099  x   0.99996312  =   0.99995411
 CQ3212!UTM  15      -   0.99999099  x   0.99966554  =   0.99965653
 CQ3212
 CQ3212:                Primary Azimuth Mark                     Grid Az
 CQ3212:SPC LA N     -  SHREVEPORT SW GAS+ELEC E STK             018 41 49.2
 CQ3212:UTM  15      -  SHREVEPORT SW GAS+ELEC E STK             018 26 20.9
 CQ3212
 CQ3212|---------------------------------------------------------------------|
 CQ3212| PID    Reference Object                     Distance      Geod. Az  |
 CQ3212|                                                           dddmmss.s |
 CQ3212| CQ3293 SHREVEPORT SW GAS+ELEC E STK        APPROX. 4.2 KM 0180120.8 |
 CQ3212| CQ3213 9H004 RESET                         464.007 METERS 0230739.2 |
 CQ3212| CQ3214 9H003                               APPROX. 1.2 KM 0245715.5 |
 CQ3212|---------------------------------------------------------------------|
 CQ3212
 CQ3212                          SUPERSEDED SURVEY CONTROL
 CQ3212
 CQ3212  NAD 83(1992)-  32 28 55.41974(N)    093 46 33.20075(W) AD(       ) 2
 CQ3212  NAD 83(1986)-  32 28 55.43098(N)    093 46 33.19159(W) AD(       ) 2
 CQ3212  NAD 27      -  32 28 54.88012(N)    093 46 32.54682(W) AD(       ) 2
 CQ3212  NGVD 29 (07/19/86)   83.5    (m)          274.     (f) VERT ANG       
 CQ3212
 CQ3212.Superseded values are not recommended for survey control.
 CQ3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3212.See file dsdata.txt to determine how the superseded data were derived.
 CQ3212
 CQ3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2709894136(NAD 83)
 CQ3212_MARKER: DD = SURVEY DISK
 CQ3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3212+STABILITY: SURFACE MOTION
 CQ3212
 CQ3212  HISTORY     - Date     Condition        Report By
 CQ3212  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3212  HISTORY     - 1977     GOOD             NGS
 CQ3212  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3212
 CQ3212                          STATION DESCRIPTION
 CQ3212
 CQ3212'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3212'THE STATION IS LOCATED IN WEST SHREVEPORT AND IS SET SOUTH OF THE
 CQ3212'EAST BOUND LANE ON INTERSTATE 20 NEAR THE SOUTHEAST CORNER ON AN
 CQ3212'OVERPASS OVER U.S. HIGHWAY 171 (KINGS HIGHWAY).  THE MARK IS SET
 CQ3212'ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3212'
 CQ3212'TO REACH THE STATION FROM THE JEWELLA AVENUE AND INTERSTATE 20
 CQ3212'INTERCHANGE, DRIVE EAST ALONG INTERSTATE 20 FOR 1.5 MILES TO THE
 CQ3212'MARK SET ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR THE SOUTHEAST
 CQ3212'CORNER OF AN OVERPASS.
 CQ3212'
 CQ3212'THE STATION MARK IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3212'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3212'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3212'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3212'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE SURFACE OF THE
 CQ3212'GROUND.  THEY ARE STAMPED 9H004 1976.  THE MARK IS 110 FEET
 CQ3212'NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAY 171 (KINGS
 CQ3212'HIGHWAY), 17 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 CQ3212'OVERPASS, 2.5 FEET SOUTHEAST OF THE ABUTMENT ON THE OVERPASS
 CQ3212'AND 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CQ3212'
 CQ3212'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3212
 CQ3212                          STATION RECOVERY (1977)
 CQ3212
 CQ3212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 CQ3212'THE STATION WAS VISITED 6-1-77 AND FOUND IN GOOD CONDITION.  THE
 CQ3212'MARK WAS REQUESTED MOVE DUE TO HIGHWAY CONSTRUCTION IN WIDENING
 CQ3212'THE OVERPASS, THIS WAS DONE BY ESTABLISHING A NEW STATION 9H004
 CQ3212'RESET 1977 464.011 METERS NORTH OF THE STATION.  THE STATION WAS
 CQ3212'DESTROYED AFTER A NEW STATION WAS ESTABLISHED.  SEE DESCRIPTION
 CQ3212'FOR 9H004 RESET 1977.
 CQ3212'
 CQ3212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SHREVEPORT.
 CQ3212
 CQ3212                          STATION RECOVERY (1999)
 CQ3212
 CQ3212'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3211 ***********************************************************************
 CQ3211  DESIGNATION -  9H005
 CQ3211  PID         -  CQ3211
 CQ3211  STATE/COUNTY-  LA/CADDO
 CQ3211  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3211
 CQ3211                         *CURRENT SURVEY CONTROL
 CQ3211  ___________________________________________________________________
 CQ3211* NAD 83(1992)-  32 28 30.54410(N)    093 47 09.75632(W)     ADJUSTED  
 CQ3211* NAVD 88     -        73.7    (meters)     242.     (feet)  VERTCON   
 CQ3211  ___________________________________________________________________
 CQ3211  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ3211  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3211
 CQ3211  HORZ ORDER  -  SECOND
 CQ3211
 CQ3211.The horizontal coordinates were established by classical geodetic methods
 CQ3211.and adjusted by the National Geodetic Survey in February 1996..
 CQ3211
 CQ3211.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3211
 CQ3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3211
 CQ3211.The geoid height was determined by GEOID03.
 CQ3211
 CQ3211;                    North         East     Units Scale Factor Converg.
 CQ3211;SPC LA N     -   219,716.153   879,116.023   MT  0.99996194   -0 40 47.8
 CQ3211;SPC LA N     -   720,852.08  2,884,233.15   sFT  0.99996194   -0 40 47.8
 CQ3211;UTM  15      - 3,593,376.642   426,138.447   MT  0.99966727   -0 25 19.5
 CQ3211
 CQ3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3211!SPC LA N     -   0.99999251  x   0.99996194  =   0.99995445
 CQ3211!UTM  15      -   0.99999251  x   0.99966727  =   0.99965978
 CQ3211
 CQ3211:                Primary Azimuth Mark                     Grid Az
 CQ3211:SPC LA N     -  SHREVEPORT RAD STA KEEL TOWER            050 59 05.0
 CQ3211:UTM  15      -  SHREVEPORT RAD STA KEEL TOWER            050 43 36.7
 CQ3211
 CQ3211|---------------------------------------------------------------------|
 CQ3211| PID    Reference Object                     Distance      Geod. Az  |
 CQ3211|                                                           dddmmss.s |
 CQ3211| CQ3202 SHREVEPORT RAD STA KEEL TOWER       APPROX. 4.2 KM 0501817.2 |
 CQ3211| CQ3212 9H004                               APPROX. 1.2 KM 0511421.3 |
 CQ3211|---------------------------------------------------------------------|
 CQ3211
 CQ3211                          SUPERSEDED SURVEY CONTROL
 CQ3211
 CQ3211  NAD 83(1992)-  32 28 30.54434(N)    093 47 09.75538(W) AD(       ) 2
 CQ3211  NAD 83(1986)-  32 28 30.55540(N)    093 47 09.74636(W) AD(       ) 2
 CQ3211  NAD 27      -  32 28 30.00309(N)    093 47 09.10202(W) AD(       ) 2
 CQ3211  NGVD 29 (07/19/86)   73.8    (m)          242.     (f) VERT ANG       
 CQ3211
 CQ3211.Superseded values are not recommended for survey control.
 CQ3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3211.See file dsdata.txt to determine how the superseded data were derived.
 CQ3211
 CQ3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2613893377(NAD 83)
 CQ3211_MARKER: DD = SURVEY DISK
 CQ3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3211+STABILITY: SURFACE MOTION
 CQ3211
 CQ3211  HISTORY     - Date     Condition        Report By
 CQ3211  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3211  HISTORY     - 19990515 GOOD             USPSQD
 CQ3211
 CQ3211                          STATION DESCRIPTION
 CQ3211
 CQ3211'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CQ3211'THE STATION IS LOCATED IN WEST SHREVEPORT AND IS SET SOUTH OF
 CQ3211'INTERSTATE 20 ACROSS FROM THE STATE FAIR GROUNDS.  THE MARK IS SET
 CQ3211'ON LOUISIANA DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3211'
 CQ3211'TO REACH THE STATION FROM THE JEWELLA AVENUE AND INTERSTATE 20
 CQ3211'INTERCHANGE, DRIVE EAST ALONG INTERSTATE 20 FOR 0.75 MILES TO THE
 CQ3211'MARK SET ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR A CHAIN-LINK
 CQ3211'FENCE AND A HACKBERRY TREE.
 CQ3211'
 CQ3211'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC AND
 CQ3211'LOUISIANA DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN TOP OF A 12-INCH
 CQ3211'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  THE
 CQ3211'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 CQ3211'CONCRETE THAT IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ3211'ARE STAMPED 9H005 1976.  THE MARK IS 123 FEET SOUTH-SOUTHEAST OF
 CQ3211'THE CENTER OF THE MEDIAN ON INTERSTATE 20, 16 FEET NORTHEAST OF
 CQ3211'A FENCE CORNER, 14 FEET EAST-NORTHEAST OF A 24 INCH HACKBERRY
 CQ3211'TREE, 7.5 FEET NORTH-NORTHWEST OF A CHAIN-LINK FENCE AND 1.5
 CQ3211'FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ3211'
 CQ3211'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CQ3211
 CQ3211                          STATION RECOVERY (1999)
 CQ3211
 CQ3211'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3379 ***********************************************************************
 CP3379  DESIGNATION -  A
 CP3379  PID         -  CP3379
 CP3379  STATE/COUNTY-  LA/WEST CARROLL
 CP3379  USGS QUAD   -  BAXTER BAYOU (1988)
 CP3379
 CP3379                         *CURRENT SURVEY CONTROL
 CP3379  ___________________________________________________________________
 CP3379* NAD 83(1986)-  32 51 35.     (N)    091 21 06.     (W)     SCALED    
 CP3379* NAVD 88     -        33.291  (meters)     109.22   (feet)  ADJUSTED  
 CP3379  ___________________________________________________________________
 CP3379  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CP3379  DYNAMIC HT  -          33.255 (meters)     109.10  (feet)  COMP
 CP3379  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 CP3379
 CP3379  VERT ORDER  -  SECOND    CLASS I
 CP3379
 CP3379.The horizontal coordinates were scaled from a topographic map and have
 CP3379.an estimated accuracy of +/- 6 seconds.
 CP3379
 CP3379.The orthometric height was determined by differential leveling
 CP3379.and adjusted by the National Geodetic Survey in July 1998..
 CP3379
 CP3379.The geoid height was determined by GEOID03.
 CP3379
 CP3379.The dynamic height is computed by dividing the NAVD 88
 CP3379.geopotential number by the normal gravity value computed on the
 CP3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3379.degrees latitude (g = 980.6199 gals.).
 CP3379
 CP3379.The modeled gravity was interpolated from observed gravity values.
 CP3379
 CP3379;                    North         East    Units  Estimated Accuracy
 CP3379;SPC LA N     -   262,220.    1,107,490.      MT  (+/- 180 meters Scaled)
 CP3379
 CP3379                          SUPERSEDED SURVEY CONTROL
 CP3379
 CP3379.No superseded survey control is available for this station.
 CP3379
 CP3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS542369(NAD 83)
 CP3379_MARKER: DE = TRAVERSE STATION DISK
 CP3379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3379_SP_SET: HEADWALL
 CP3379_STAMPING: A 1980
 CP3379_MARK LOGO: LAGS  
 CP3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3379+STABILITY: SURFACE MOTION
 CP3379
 CP3379  HISTORY     - Date     Condition        Report By
 CP3379  HISTORY     - 1980     MONUMENTED       LAGS
 CP3379  HISTORY     - 1986     GOOD             LADTD
 CP3379
 CP3379                          STATION DESCRIPTION
 CP3379
 CP3379'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3379'3.5 KM (2.2 MI) EAST FROM OAK GROVE.
 CP3379'ABOUT 3.5 KM (2.2 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3379'OAK GROVE TO THE MARK SET ON THE SOUTH (LEFT) SIDE OF THE HIGHWAY IN
 CP3379'A HEADWALL ON THE EAST SIDE OF A DRIVEWAY TO A RED BRICK HOUSE, 7.8
 CP3379'METERS (25.5 FEET) SOUTH OF THE CENTER OF THE HIGHWAY, 4.3 METERS
 CP3379'(14 FEET) WEST-NORTHWEST OF A 16-INCH PINE TREE AND 3.7 METERS
 CP3379'(12 FEET) EAST OF THE CENTER OF THE DRIVEWAY.
 CP3379'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0559 ***********************************************************************
 BJ0559  DESIGNATION -  A 1
 BJ0559  PID         -  BJ0559
 BJ0559  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0559  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0559
 BJ0559                         *CURRENT SURVEY CONTROL
 BJ0559  ___________________________________________________________________
 BJ0559* NAD 83(1986)-  30 25 56.     (N)    091 12 25.     (W)     SCALED    
 BJ0559* NAVD 88     -         7.758  (meters)      25.45   (feet)  ADJUSTED  
 BJ0559  ___________________________________________________________________
 BJ0559  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0559  DYNAMIC HT  -           7.748 (meters)      25.42  (feet)  COMP
 BJ0559  MODELED GRAV-     979,337.4   (mgal)                       NAVD 88
 BJ0559
 BJ0559  VERT ORDER  -  FIRST     CLASS I
 BJ0559
 BJ0559.The horizontal coordinates were scaled from a topographic map and have
 BJ0559.an estimated accuracy of +/- 6 seconds.
 BJ0559
 BJ0559.The orthometric height was determined by differential leveling
 BJ0559.and adjusted by the National Geodetic Survey in February 1994..
 BJ0559
 BJ0559.The geoid height was determined by GEOID03.
 BJ0559
 BJ0559.The dynamic height is computed by dividing the NAVD 88
 BJ0559.geopotential number by the normal gravity value computed on the
 BJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0559.degrees latitude (g = 980.6199 gals.).
 BJ0559
 BJ0559.The modeled gravity was interpolated from observed gravity values.
 BJ0559
 BJ0559;                    North         East    Units  Estimated Accuracy
 BJ0559;SPC LA S     -   214,180.    1,012,140.      MT  (+/- 180 meters Scaled)
 BJ0559
 BJ0559                          SUPERSEDED SURVEY CONTROL
 BJ0559
 BJ0559  NGVD 29 (??/??/??)    7.750  (m)           25.43   (f) ADJUSTED    1 1
 BJ0559
 BJ0559.Superseded values are not recommended for survey control.
 BJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0559.See file dsdata.txt to determine how the superseded data were derived.
 BJ0559
 BJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP721680(NAD 83)
 BJ0559_MARKER: Z = SEE DESCRIPTION
 BJ0559_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0559_SP_SET: IRON PIPE OF UNKNOWN DEPTH
 BJ0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0559+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 BJ0559
 BJ0559  HISTORY     - Date     Condition        Report By
 BJ0559  HISTORY     - UNK      MONUMENTED       USE
 BJ0559  HISTORY     - 1976     GOOD             NGS
 BJ0559  HISTORY     - 20040120 GOOD             LADTD
 BJ0559
 BJ0559                          STATION DESCRIPTION
 BJ0559
 BJ0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0559'1.1 MI SOUTH FROM PORT ALLEN.
 BJ0559'0.9 MILE SOUTH ALONG EARNEST WILSON DRIVE FROM THE JUNCTION OF
 BJ0559'COMMERCE AND OAKS AVENUES, THENCE 0.2 MILE NORTHWEST ALONG NORTH CANAL
 BJ0559'ROAD, 0.05 MILE NORTHWEST OF THE JUNCTION OF ELEVATOR ROAD, 47 FT.
 BJ0559'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 118 FT. NORTHEAST OF THE
 BJ0559'APPROXIMATE CENTER OF A RADIO TOWER, 8.6 FT. SOUTHWEST OF THE NORTH-
 BJ0559'WEST BOUNDARY FENCE OF THE PORT ALLEN LOCK, A 2-INCH IRON PIPE CAP
 BJ0559'ENCASED IN A 3-INCH IRON PIPE WHICH IS PROTECTED BY A 4-INCH PLASTIC
 BJ0559'PIPE WITH A REMOVEABLE CAP FOR ACCESS.  THE 2-INCH PIPE IS FLUSH WITH
 BJ0559'THE GROUND.  THE 3-INCH PIPE PROJECTS 3 INCHES ABOVE GROUND.  THE
 BJ0559'DEPTH OF THE PIPES ARE UNKNOWN.
 BJ0559
 BJ0559                          STATION RECOVERY (2004)
 BJ0559
 BJ0559'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0349 ***********************************************************************
 AU0349  DESIGNATION -  A 10
 AU0349  PID         -  AU0349
 AU0349  STATE/COUNTY-  LA/JEFFERSON
 AU0349  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0349
 AU0349                         *CURRENT SURVEY CONTROL
 AU0349  ___________________________________________________________________
 AU0349* NAD 83(1992)-  29 55 28.01668(N)    090 13 35.03679(W)     ADJUSTED  
 AU0349* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU0349  **This station is located in a subsidence area (see below).
 AU0349  ___________________________________________________________________
 AU0349  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU0349  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU0349  DYNAMIC HT  -           2.1   (meters)       7.    (feet)  COMP
 AU0349  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 AU0349  OBS GRAVITY -     979,311.0   (mgal)                       GRAV_OBS
 AU0349
 AU0349  HORZ ORDER  -  THIRD
 AU0349  VERT ORDER  -  THIRD (See Below)
 AU0349
 AU0349.The horizontal coordinates were established by classical geodetic methods
 AU0349.and adjusted by the National Geodetic Survey in January 1993..
 AU0349.No horizontal observational check was made to the station.
 AU0349
 AU0349 ** The orthometric height has not been validated since last determined
 AU0349 ** by differential leveling and should not be used for control purposes.
 AU0349 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0349 ** area with valid NAVD 88 orthometric heights.
 AU0349 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0349 ** epoch indicated which incorporates improved geoid heights for the
 AU0349 ** Southern Louisiana Subsidence area.
 AU0349 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0349.The orthometric height was scaled from a topographic map.
 AU0349.WARNING-Repeat measurements at this control monument indicate possible
 AU0349.vertical movement.
 AU0349.The vertical order pertains to the first NAVD 88 superseded value.
 AU0349
 AU0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0349
 AU0349.The geoid height was determined by GEOID03.
 AU0349
 AU0349.The dynamic height is computed by dividing the NAVD 88
 AU0349.geopotential number by the normal gravity value computed on the
 AU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0349.degrees latitude (g = 980.6199 gals.).
 AU0349
 AU0349.The modeled gravity was interpolated from observed gravity values.
 AU0349.The observed gravity was obtained from relative gravimeter ties
 AU0349.to the IGSN71 gravity network.
 AU0349
 AU0349;                    North         East     Units Scale Factor Converg.
 AU0349;SPC LA S     -   158,408.291 1,106,875.270   MT  0.99992663   +0 33 12.5
 AU0349;SPC LA S     -   519,711.20  3,631,473.28   sFT  0.99992663   +0 33 12.5
 AU0349;UTM  15      - 3,313,648.436   767,762.693   MT  1.00048468   +1 23 04.0
 AU0349
 AU0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0349!SPC LA S     -   1.00000375  x   0.99992663  =   0.99993038
 AU0349!UTM  15      -   1.00000375  x   1.00048468  =   1.00048843
 AU0349
 AU0349                          SUPERSEDED SURVEY CONTROL
 AU0349
 AU0349  NAD 83(1986)-  29 55 28.03274(N)    090 13 35.03652(W) AD(       ) 3
 AU0349  NAVD 88 (06/15/91)    2.214  (m)            7.26   (f) UNKNOWN     1 1
 AU0349  NGVD 29 (??/??/??)    2.238  (m)            7.34   (f) ADJUSTED    1 1
 AU0349
 AU0349.Superseded values are not recommended for survey control.
 AU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0349.See file dsdata.txt to determine how the superseded data were derived.
 AU0349
 AU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6776313648(NAD 83)
 AU0349_MARKER: DB = BENCH MARK DISK
 AU0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0349_SP_SET: CONCRETE POST
 AU0349_STAMPING: A 10 8.196
 AU0349_MARK LOGO: CGS   
 AU0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0349+STABILITY: SURFACE MOTION
 AU0349
 AU0349  HISTORY     - Date     Condition        Report By
 AU0349  HISTORY     - UNK      MONUMENTED       CGS
 AU0349  HISTORY     - 1969     GOOD             CGS
 AU0349  HISTORY     - 1977     GOOD             NGS
 AU0349  HISTORY     - 1984     GOOD             NGS
 AU0349  HISTORY     - 1984     GOOD             LA-051
 AU0349  HISTORY     - 19941122 MARK NOT FOUND   NGS
 AU0349
 AU0349                          STATION DESCRIPTION
 AU0349
 AU0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0349'1.0 MI NW FROM WAGGAMAN.
 AU0349'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 AU0349'FROM THE CROSSING OF GEORGE STREET AT WAGGAMAN, ABOUT 58 YARDS
 AU0349'SOUTHWEST AND ACROSS THE TRACK FROM BENCH MARK 1621 (LGS) DESCRIBED,
 AU0349'80 1/2 FEET WEST-SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 AU0349'63.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 27 FEET NORTHWEST OF THE
 AU0349'CENTER LINE OF THE ROAD, 6.7 FEET NORTH OF THE NORTH CORNER OF A SMALL
 AU0349'METAL BUILDING, 0.7 FOOT SOUTHEAST OF A METAL WITNESS POST, 3 FEET
 AU0349'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AU0349'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE A 10
 AU0349'WAS STAMPED BY THIS PARTY IN 1969.
 AU0349
 AU0349                          STATION RECOVERY (1977)
 AU0349
 AU0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0349'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF GEORGE
 AU0349'STREET AT WAGGAMAN, THENCE 0.4 MILE SOUTHWEST ALONG A SHELL ROAD AND
 AU0349'ACROSS FOUR SETS OF TRACKS, 80.5 FT. WEST-SOUTHWEST OF THE CENTER OF
 AU0349'THE SOUTHERN PACIFIC RAILROAD AND THE ROAD, 63.1 FT. SOUTHWEST OF THE
 AU0349'SOUTHWEST RAIL OF THE TRACK, 27 FT. NORTHWEST OF THE CENTER LINE OF
 AU0349'THE ROAD, 6.7 FT. NORTH OF THE NORTH CORNER OF A SMALL METAL BUILDING
 AU0349
 AU0349                          STATION RECOVERY (1984)
 AU0349
 AU0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU0349'RECOVERED IN GOOD CONDITION.
 AU0349
 AU0349                          STATION RECOVERY (1984)
 AU0349
 AU0349'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU0349'RECOVERED IN GOOD CONDITION.
 AU0349
 AU0349                          STATION RECOVERY (1994)
 AU0349
 AU0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0349'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1981 ***********************************************************************
 BX1981  DESIGNATION -  A 100
 BX1981  PID         -  BX1981
 BX1981  STATE/COUNTY-  LA/VERNON
 BX1981  USGS QUAD   -  DOWDEN CREEK (1994)
 BX1981
 BX1981                         *CURRENT SURVEY CONTROL
 BX1981  ___________________________________________________________________
 BX1981* NAD 83(1986)-  31 17 17.     (N)    093 21 27.     (W)     SCALED    
 BX1981* NAVD 88     -        97.50   (+/-2cm)     319.9    (feet)  VERTCON   
 BX1981  ___________________________________________________________________
 BX1981  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BX1981
 BX1981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1981
 BX1981.The horizontal coordinates were scaled from a topographic map and have
 BX1981.an estimated accuracy of +/- 6 seconds.
 BX1981
 BX1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1981.The vertical order pertains to the NGVD 29 superseded value.
 BX1981
 BX1981.The geoid height was determined by GEOID03.
 BX1981
 BX1981;                    North         East    Units  Estimated Accuracy
 BX1981;SPC LA N     -    87,700.      918,360.      MT  (+/- 180 meters Scaled)
 BX1981
 BX1981                          SUPERSEDED SURVEY CONTROL
 BX1981
 BX1981  NGVD 29 (??/??/??)   97.582  (m)          320.15   (f) ADJUSTED    2 0
 BX1981
 BX1981.Superseded values are not recommended for survey control.
 BX1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1981.See file dsdata.txt to determine how the superseded data were derived.
 BX1981
 BX1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ659615(NAD 83)
 BX1981_MARKER: DB = BENCH MARK DISK
 BX1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1981_STAMPING: A 100 1938
 BX1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1981+STABILITY: SURFACE MOTION
 BX1981
 BX1981  HISTORY     - Date     Condition        Report By
 BX1981  HISTORY     - 1938     MONUMENTED       CGS
 BX1981  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1981
 BX1981                          STATION DESCRIPTION
 BX1981
 BX1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1981'2.6 MI N FROM ANACOCO.
 BX1981'2.6 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM ANACOCO,
 BX1981'VERNON PARISH, 0.2 MILE NORTH OF MILEPOST 656, AT THE NORTH END OF A
 BX1981'SMALL CUT, AND 40 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 BX1981'STAMPED A 100 1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX1981
 BX1981                          STATION RECOVERY (2001)
 BX1981
 BX1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1981'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2166 ***********************************************************************
 BX2166  DESIGNATION -  A 102
 BX2166  PID         -  BX2166
 BX2166  STATE/COUNTY-  LA/DE SOTO
 BX2166  USGS QUAD   -  PLEASANT HILL (1989)
 BX2166
 BX2166                         *CURRENT SURVEY CONTROL
 BX2166  ___________________________________________________________________
 BX2166* NAD 83(1986)-  31 50 59.     (N)    093 32 49.     (W)     SCALED    
 BX2166* NAVD 88     -        90.08   (+/-2cm)     295.5    (feet)  VERTCON   
 BX2166  ___________________________________________________________________
 BX2166  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2166
 BX2166  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2166
 BX2166.The horizontal coordinates were scaled from a topographic map and have
 BX2166.an estimated accuracy of +/- 6 seconds.
 BX2166
 BX2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2166.The vertical order pertains to the NGVD 29 superseded value.
 BX2166
 BX2166.The geoid height was determined by GEOID03.
 BX2166
 BX2166;                    North         East    Units  Estimated Accuracy
 BX2166;SPC LA N     -   150,130.      900,920.      MT  (+/- 180 meters Scaled)
 BX2166
 BX2166                          SUPERSEDED SURVEY CONTROL
 BX2166
 BX2166  NGVD 29 (??/??/??)   90.130  (m)          295.70   (f) ADJUSTED    1 2
 BX2166
 BX2166.Superseded values are not recommended for survey control.
 BX2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2166.See file dsdata.txt to determine how the superseded data were derived.
 BX2166
 BX2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR482239(NAD 83)
 BX2166_MARKER: DB = BENCH MARK DISK
 BX2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2166_STAMPING: A-102 1938
 BX2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2166+STABILITY: SURFACE MOTION
 BX2166
 BX2166  HISTORY     - Date     Condition        Report By
 BX2166  HISTORY     - 1938     MONUMENTED       CGS
 BX2166
 BX2166                          STATION DESCRIPTION
 BX2166
 BX2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2166'2.9 MI NW FROM PLEASANT HILL.
 BX2166'IN DE SOTO PARISH, ABOUT 2.9 MILES NORTHWEST ALONG THE TEXAS AND
 BX2166'PACIFIC RAILWAY FROM THE STATION AT PLEASANT HILL, SABINE PARISH, 475
 BX2166'FEET NORTHWEST OF THE NORTHWEST END OF TRESTLE 271.5, 17 FEET NORTH OF
 BX2166'THE FOURTH POLE WEST OF THE TRESTLE, AND 45 FEET NORTHEAST OF THE
 BX2166'CENTER LINE OF THE TRACK.  A STANDARD DISK.  STAMPED A 102 1938 AND
 BX2166'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2023 ***********************************************************************
 CQ2023  DESIGNATION -  A 103
 CQ2023  PID         -  CQ2023
 CQ2023  STATE/COUNTY-  LA/BOSSIER
 CQ2023  USGS QUAD   -  EASTWOOD (1975)
 CQ2023
 CQ2023                         *CURRENT SURVEY CONTROL
 CQ2023  ___________________________________________________________________
 CQ2023* NAD 83(1986)-  32 32 02.     (N)    093 34 18.     (W)     SCALED    
 CQ2023* NAVD 88     -        56.939  (meters)     186.81   (feet)  ADJUSTED  
 CQ2023  ___________________________________________________________________
 CQ2023  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2023  DYNAMIC HT  -          56.874 (meters)     186.59  (feet)  COMP
 CQ2023  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 CQ2023
 CQ2023  VERT ORDER  -  FIRST     CLASS II
 CQ2023
 CQ2023.The horizontal coordinates were scaled from a topographic map and have
 CQ2023.an estimated accuracy of +/- 6 seconds.
 CQ2023
 CQ2023.The orthometric height was determined by differential leveling
 CQ2023.and adjusted by the National Geodetic Survey in June 1991..
 CQ2023
 CQ2023.The geoid height was determined by GEOID03.
 CQ2023
 CQ2023.The dynamic height is computed by dividing the NAVD 88
 CQ2023.geopotential number by the normal gravity value computed on the
 CQ2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2023.degrees latitude (g = 980.6199 gals.).
 CQ2023
 CQ2023.The modeled gravity was interpolated from observed gravity values.
 CQ2023
 CQ2023;                    North         East    Units  Estimated Accuracy
 CQ2023;SPC LA N     -   226,010.      899,330.      MT  (+/- 180 meters Scaled)
 CQ2023
 CQ2023                          SUPERSEDED SURVEY CONTROL
 CQ2023
 CQ2023  NGVD 29 (??/??/??)   57.000  (m)          187.01   (f) ADJUSTED    1 2
 CQ2023
 CQ2023.Superseded values are not recommended for survey control.
 CQ2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2023.See file dsdata.txt to determine how the superseded data were derived.
 CQ2023
 CQ2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR463997(NAD 83)
 CQ2023_MARKER: DB = BENCH MARK DISK
 CQ2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2023+STABILITY: SURFACE MOTION
 CQ2023
 CQ2023  HISTORY     - Date     Condition        Report By
 CQ2023  HISTORY     - UNK      MONUMENTED       CGS
 CQ2023  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2023
 CQ2023                          STATION DESCRIPTION
 CQ2023
 CQ2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2023'1.4 MI E FROM BODCAU.
 CQ2023'1.4 MILES EAST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CQ2023'BODCAU, ABOUT 0.2 MILE EAST OF MILEPOST 158, AT THE EAST END OF A LONG
 CQ2023'FILL, AT THE WEST END OF A CUT, BETWEEN THE TRACK AND THE U.S. ARMY
 CQ2023'RESERVATION, OPPOSITE POLE 11272 N, 78 FEET SOUTH OF THE SOUTH RAIL,
 CQ2023'AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 CQ2023'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1288 ***********************************************************************
 CQ1288  DESIGNATION -  A 104
 CQ1288  PID         -  CQ1288
 CQ1288  STATE/COUNTY-  LA/BIENVILLE
 CQ1288  USGS QUAD   -  GIBSLAND (1986)
 CQ1288
 CQ1288                         *CURRENT SURVEY CONTROL
 CQ1288  ___________________________________________________________________
 CQ1288* NAD 83(1986)-  32 32 48.     (N)    093 04 03.     (W)     SCALED    
 CQ1288* NAVD 88     -        68.320  (meters)     224.15   (feet)  ADJUSTED  
 CQ1288  ___________________________________________________________________
 CQ1288  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ1288  DYNAMIC HT  -          68.244 (meters)     223.90  (feet)  COMP
 CQ1288  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 CQ1288
 CQ1288  VERT ORDER  -  FIRST     CLASS II
 CQ1288
 CQ1288.The horizontal coordinates were scaled from a topographic map and have
 CQ1288.an estimated accuracy of +/- 6 seconds.
 CQ1288
 CQ1288.The orthometric height was determined by differential leveling
 CQ1288.and adjusted by the National Geodetic Survey in June 1991..
 CQ1288
 CQ1288.The geoid height was determined by GEOID03.
 CQ1288
 CQ1288.The dynamic height is computed by dividing the NAVD 88
 CQ1288.geopotential number by the normal gravity value computed on the
 CQ1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1288.degrees latitude (g = 980.6199 gals.).
 CQ1288
 CQ1288.The modeled gravity was interpolated from observed gravity values.
 CQ1288
 CQ1288;                    North         East    Units  Estimated Accuracy
 CQ1288;SPC LA N     -   227,070.      946,700.      MT  (+/- 180 meters Scaled)
 CQ1288
 CQ1288                          SUPERSEDED SURVEY CONTROL
 CQ1288
 CQ1288  NGVD 29 (??/??/??)   68.374  (m)          224.32   (f) ADJUSTED    1 2
 CQ1288
 CQ1288.Superseded values are not recommended for survey control.
 CQ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1288.See file dsdata.txt to determine how the superseded data were derived.
 CQ1288
 CQ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS936010(NAD 83)
 CQ1288_MARKER: DB = BENCH MARK DISK
 CQ1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1288_STAMPING: A 104 1938
 CQ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1288+STABILITY: SURFACE MOTION
 CQ1288
 CQ1288  HISTORY     - Date     Condition        Report By
 CQ1288  HISTORY     - 1941     MONUMENTED       CGS
 CQ1288  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1288
 CQ1288                          STATION DESCRIPTION
 CQ1288
 CQ1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1288'1.0 MI W FROM GIBBSLAND.
 CQ1288'1.0 MILE WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM THE
 CQ1288'STATION AT GIBBSLAND, BIENVILLE PARISH, ABOUT 4 RAILS WEST OF MILEPOST
 CQ1288'128, ABOUT 5 POLES WEST OF THE WEST SWITCH STAND, ABOUT 146 FEET
 CQ1288'NORTHEAST OF THE NORTHEAST END OF A CONCRETE BRIDGE OVER A SMALL
 CQ1288'CREEK, AT THE WEST END OF A SHALLOW CUT, 54 FEET NORTH OF THE CENTER
 CQ1288'LINE OF U. S. HIGHWAY 80, 45 FEET SOUTH OF THE SOUTH RAIL, IN LINE
 CQ1288'WITH A ROW OF POLES, AND OPPOSITE POLE CYL 3.  A STANDARD DISK,
 CQ1288'STAMPED A 104 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1636 ***********************************************************************
 CQ1636  DESIGNATION -  A 105
 CQ1636  PID         -  CQ1636
 CQ1636  STATE/COUNTY-  LA/DE SOTO
 CQ1636  USGS QUAD   -  MANSFIELD (1994)
 CQ1636
 CQ1636                         *CURRENT SURVEY CONTROL
 CQ1636  ___________________________________________________________________
 CQ1636* NAD 83(1986)-  32 01 55.     (N)    093 42 18.     (W)     SCALED    
 CQ1636* NAVD 88     -       101.46   (+/-2cm)     332.9    (feet)  VERTCON   
 CQ1636  ___________________________________________________________________
 CQ1636  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ1636
 CQ1636  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1636
 CQ1636.The horizontal coordinates were scaled from a topographic map and have
 CQ1636.an estimated accuracy of +/- 6 seconds.
 CQ1636
 CQ1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1636.The vertical order pertains to the NGVD 29 superseded value.
 CQ1636
 CQ1636.The geoid height was determined by GEOID03.
 CQ1636
 CQ1636;                    North         East    Units  Estimated Accuracy
 CQ1636;SPC LA N     -   170,490.      886,190.      MT  (+/- 180 meters Scaled)
 CQ1636
 CQ1636                          SUPERSEDED SURVEY CONTROL
 CQ1636
 CQ1636  NGVD 29 (??/??/??)  101.522  (m)          333.08   (f) ADJUSTED    1 2
 CQ1636
 CQ1636.Superseded values are not recommended for survey control.
 CQ1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1636.See file dsdata.txt to determine how the superseded data were derived.
 CQ1636
 CQ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR334441(NAD 83)
 CQ1636_MARKER: DB = BENCH MARK DISK
 CQ1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1636_STAMPING: A 105 1938
 CQ1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1636+STABILITY: SURFACE MOTION
 CQ1636
 CQ1636  HISTORY     - Date     Condition        Report By
 CQ1636  HISTORY     - 1938     MONUMENTED       CGS
 CQ1636  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1636  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1636
 CQ1636                          STATION DESCRIPTION
 CQ1636
 CQ1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1636'0.8 MI SW FROM MANSFIELD.
 CQ1636'0.8 MILE SOUTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 CQ1636'STATION AT MANSFIELD, DE SOTO PARISH, 180 FEET NORTHEAST OF MILEPOST
 CQ1636'592, 126 YARDS NORTHEAST OF A ROAD CROSSING, 133 YARDS NORTHEAST OF
 CQ1636'THE EAST END OF BRIDGE A 593, AND 42 FEET NORTH OF THE NORTH RAIL.  A
 CQ1636'STANDARD DISK, STAMPED A 105 1938 AND SET IN THE TOP OF A CONCRETE
 CQ1636'POST.
 CQ1636
 CQ1636                          STATION RECOVERY (1974)
 CQ1636
 CQ1636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1636'MARK NOT FOUND.
 CQ1636
 CQ1636                          STATION RECOVERY (1996)
 CQ1636
 CQ1636'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1681 ***********************************************************************
 CP1681  DESIGNATION -  A 106
 CP1681  PID         -  CP1681
 CP1681  STATE/COUNTY-  LA/TENSAS
 CP1681  USGS QUAD   -  GRAND GULF (1963)
 CP1681
 CP1681                         *CURRENT SURVEY CONTROL
 CP1681  ___________________________________________________________________
 CP1681* NAD 83(1986)-  32 07 30.     (N)    091 06 38.     (W)     SCALED    
 CP1681* NAVD 88     -        25.34   (+/-2cm)      83.1    (feet)  VERTCON   
 CP1681  ___________________________________________________________________
 CP1681  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1681
 CP1681  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1681
 CP1681.The horizontal coordinates were scaled from a topographic map and have
 CP1681.an estimated accuracy of +/- 6 seconds.
 CP1681
 CP1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1681.The vertical order pertains to the NGVD 29 superseded value.
 CP1681
 CP1681.The geoid height was determined by GEOID03.
 CP1681
 CP1681;                    North         East    Units  Estimated Accuracy
 CP1681;SPC LA N     -   181,010.    1,131,100.      MT  (+/- 180 meters Scaled)
 CP1681
 CP1681                          SUPERSEDED SURVEY CONTROL
 CP1681
 CP1681  NGVD 29 (??/??/92)   25.364  (m)           83.22   (f) ADJ UNCH    1 2
 CP1681
 CP1681.Superseded values are not recommended for survey control.
 CP1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1681.See file dsdata.txt to determine how the superseded data were derived.
 CP1681
 CP1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR782558(NAD 83)
 CP1681_MARKER: DB = BENCH MARK DISK
 CP1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1681_STAMPING: A 106 1938
 CP1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1681+STABILITY: SURFACE MOTION
 CP1681
 CP1681  HISTORY     - Date     Condition        Report By
 CP1681  HISTORY     - 1938     MONUMENTED       CGS
 CP1681
 CP1681                          STATION DESCRIPTION
 CP1681
 CP1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CP1681'9 MI NE FROM NEWELLTON.
 CP1681'9 MILES NORTHEAST OF NEWELLTON, TENSAS PARISH, AT POINT PLEASANT, AT
 CP1681'THE CLEARING AT THE MOST PROMINENT PART OF THE POINT, 200 FEET FROM
 CP1681'THE TOP OF THE RIGHT BANK OF MISSISSIPPI RIVER, 300 FEET DOWNSTREAM
 CP1681'FROM GAGE D-10, AND 55.3 FEET EAST OF A LONE BLAZED 15-INCH SYCAMORE
 CP1681'TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 14
 CP1681'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1682 ***********************************************************************
 CP1682  DESIGNATION -  A 106 RM
 CP1682  PID         -  CP1682
 CP1682  STATE/COUNTY-  LA/TENSAS
 CP1682  USGS QUAD   -  GRAND GULF (1963)
 CP1682
 CP1682                         *CURRENT SURVEY CONTROL
 CP1682  ___________________________________________________________________
 CP1682* NAD 83(1986)-  32 07 26.     (N)    091 06 39.     (W)     SCALED    
 CP1682* NAVD 88     -        25.29   (+/-2cm)      83.0    (feet)  VERTCON   
 CP1682  ___________________________________________________________________
 CP1682  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1682
 CP1682  VERT ORDER  -  ? (See Below)
 CP1682
 CP1682.The horizontal coordinates were scaled from a topographic map and have
 CP1682.an estimated accuracy of +/- 6 seconds.
 CP1682
 CP1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1682.The vertical order pertains to the NGVD 29 superseded value.
 CP1682
 CP1682.The geoid height was determined by GEOID03.
 CP1682
 CP1682;                    North         East    Units  Estimated Accuracy
 CP1682;SPC LA N     -   180,890.    1,131,080.      MT  (+/- 180 meters Scaled)
 CP1682
 CP1682                          SUPERSEDED SURVEY CONTROL
 CP1682
 CP1682  NGVD 29 (??/??/92)   25.313  (m)           83.05   (f) ADJ UNCH    ?  
 CP1682
 CP1682.Superseded values are not recommended for survey control.
 CP1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1682.See file dsdata.txt to determine how the superseded data were derived.
 CP1682
 CP1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR782557(NAD 83)
 CP1682_MARKER: S = SPIKE
 CP1682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1682_SP_SET: TREE
 CP1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1682
 CP1682  HISTORY     - Date     Condition        Report By
 CP1682  HISTORY     - UNK      MONUMENTED       CGS
 CP1682  HISTORY     - 1938     GOOD             NGS
 CP1682
 CP1682                          STATION DESCRIPTION
 CP1682
 CP1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1682'9 MI NW FROM NEWELLTON.
 CP1682'9 MILES NORTHEAST OF NEWELLTON, TENSAS PARISH, AT POINT PLEASANT, 0.1
 CP1682'MILE FROM BENCH MARK A 106, 259 FEET LANDSIDE OF 1938 P.I. (VICKERYS)
 CP1682'CONTROL ON RANGE 280, AT THE LOWER RIVERSIDE EDGE OF A WIDE, DEEP,
 CP1682'THICKLY-WOODED SLOUGH, IN THE RIVERSIDE OF A 15-INCH SYCAMORE TREE, IN
 CP1682'THE BOTTOM OF A TRIANGULAR BLAZE, AND 5-1/2 FEET ABOVE THE GROUND. A
 CP1682'BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0008 ***********************************************************************
 CQ0008  DESIGNATION -  A 111
 CQ0008  PID         -  CQ0008
 CQ0008  STATE/COUNTY-  LA/OUACHITA
 CQ0008  USGS QUAD   -  MONROE NORTH (1994)
 CQ0008
 CQ0008                         *CURRENT SURVEY CONTROL
 CQ0008  ___________________________________________________________________
 CQ0008* NAD 83(1986)-  32 30 37.     (N)    092 02 36.     (W)     SCALED    
 CQ0008* NAVD 88     -        24.081  (meters)      79.01   (feet)  ADJUSTED  
 CQ0008  ___________________________________________________________________
 CQ0008  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0008  DYNAMIC HT  -          24.054 (meters)      78.92  (feet)  COMP
 CQ0008  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CQ0008
 CQ0008  VERT ORDER  -  FIRST     CLASS I
 CQ0008
 CQ0008.This mark is at Monroe Airport (MLU)
 CQ0008
 CQ0008.The horizontal coordinates were scaled from a topographic map and have
 CQ0008.an estimated accuracy of +/- 6 seconds.
 CQ0008
 CQ0008.The orthometric height was determined by differential leveling
 CQ0008.and adjusted by the National Geodetic Survey in June 1991..
 CQ0008
 CQ0008.The geoid height was determined by GEOID03.
 CQ0008
 CQ0008.The dynamic height is computed by dividing the NAVD 88
 CQ0008.geopotential number by the normal gravity value computed on the
 CQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0008.degrees latitude (g = 980.6199 gals.).
 CQ0008
 CQ0008.The modeled gravity was interpolated from observed gravity values.
 CQ0008
 CQ0008;                    North         East    Units  Estimated Accuracy
 CQ0008;SPC LA N     -   222,990.    1,042,910.      MT  (+/- 180 meters Scaled)
 CQ0008
 CQ0008                          SUPERSEDED SURVEY CONTROL
 CQ0008
 CQ0008  NGVD 29 (??/??/??)   24.124  (m)           79.15   (f) ADJUSTED    1 1
 CQ0008
 CQ0008.Superseded values are not recommended for survey control.
 CQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0008.See file dsdata.txt to determine how the superseded data were derived.
 CQ0008
 CQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR898974(NAD 83)
 CQ0008_MARKER: DB = BENCH MARK DISK
 CQ0008_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CQ0008_STAMPING: A 111 1945
 CQ0008_MARK LOGO: CGS   
 CQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0008+STABILITY: SURFACE MOTION
 CQ0008
 CQ0008  HISTORY     - Date     Condition        Report By
 CQ0008  HISTORY     - 1945     MONUMENTED       CGS
 CQ0008  HISTORY     - 1973     GOOD             NGS
 CQ0008  HISTORY     - 1980     GOOD             LOCSUR
 CQ0008  HISTORY     - 1983     GOOD             LADTD
 CQ0008  HISTORY     - 1990     GOOD             USPSQD
 CQ0008  HISTORY     - 19970622 GOOD             USPSQD
 CQ0008
 CQ0008                          STATION DESCRIPTION
 CQ0008
 CQ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CQ0008'IN MONROE.
 CQ0008'THE STATION IS LOCATED AT THE MONROE MUNICIPAL AIRPORT, 74.4 FT. WEST
 CQ0008'OF SOUTHWEST CORNER OF A BRICK CONTROL TOWER, 62.0 FT. SOUTHWEST OF
 CQ0008'THE SOUTHEAST CORNER OF THE SHORT TERM PARKING AREA, 144.0 FT. EAST OF
 CQ0008'THE INTERSECTION OF OPERATIONS DRIVE AND TWO DRIVES ENTERING THE RAMP
 CQ0008'AREA, THE MARK IS A STANDARD DISK SET VERTICALLY IN THE NORTHEAST
 CQ0008'CORNER OF A CONCRETE BUILDING, ABOUT 2.5 FT. ABOVE GROUND, STAMPED A
 CQ0008'111 1945.
 CQ0008
 CQ0008                          STATION RECOVERY (1980)
 CQ0008
 CQ0008'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CQ0008'RECOVERED IN GOOD CONDITION.
 CQ0008
 CQ0008                          STATION RECOVERY (1983)
 CQ0008
 CQ0008'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0008'RECOVERED IN GOOD CONDITION.
 CQ0008
 CQ0008                          STATION RECOVERY (1990)
 CQ0008
 CQ0008'RECOVERY NOTE BY US POWER SQUADRON 1990 (INJ)
 CQ0008'RECOVERED IN GOOD CONDITION.
 CQ0008
 CQ0008                          STATION RECOVERY (1997)
 CQ0008
 CQ0008'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0696 ***********************************************************************
 CQ0696  DESIGNATION -  A 115
 CQ0696  PID         -  CQ0696
 CQ0696  STATE/COUNTY-  LA/OUACHITA
 CQ0696  USGS QUAD   -  LUNA (1982)
 CQ0696
 CQ0696                         *CURRENT SURVEY CONTROL
 CQ0696  ___________________________________________________________________
 CQ0696* NAD 83(1986)-  32 21 24.     (N)    092 10 12.     (W)     SCALED    
 CQ0696* NAVD 88     -        37.68   (+/-2cm)     123.6    (feet)  VERTCON   
 CQ0696  ___________________________________________________________________
 CQ0696  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0696
 CQ0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0696
 CQ0696.The horizontal coordinates were scaled from a topographic map and have
 CQ0696.an estimated accuracy of +/- 6 seconds.
 CQ0696
 CQ0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0696.The vertical order pertains to the NGVD 29 superseded value.
 CQ0696
 CQ0696.The geoid height was determined by GEOID03.
 CQ0696
 CQ0696;                    North         East    Units  Estimated Accuracy
 CQ0696;SPC LA N     -   205,910.    1,031,060.      MT  (+/- 180 meters Scaled)
 CQ0696
 CQ0696                          SUPERSEDED SURVEY CONTROL
 CQ0696
 CQ0696  NGVD 29 (??/??/??)   37.722  (m)          123.76   (f) ADJUSTED    2 0
 CQ0696
 CQ0696.Superseded values are not recommended for survey control.
 CQ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0696.See file dsdata.txt to determine how the superseded data were derived.
 CQ0696
 CQ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR780802(NAD 83)
 CQ0696_MARKER: DB = BENCH MARK DISK
 CQ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0696_STAMPING: A 115 1949
 CQ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0696+STABILITY: SURFACE MOTION
 CQ0696
 CQ0696  HISTORY     - Date     Condition        Report By
 CQ0696  HISTORY     - 1949     MONUMENTED       CGS
 CQ0696
 CQ0696                          STATION DESCRIPTION
 CQ0696
 CQ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0696'5.7 MI NE FROM LUNA.
 CQ0696'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0696'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 1.0 MILE SOUTHEAST ALONG A
 CQ0696'PARISH ROAD.  AT THE WATSON SCHOOL, 70 FEET NORTHEAST OF THE NORTHEAST
 CQ0696'CORNER OF THE BUILDING, 31 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CQ0696'12 FEET SOUTH OF THE CENTER OF A GATE, 1.2 FEET EAST OF A FENCE, SET
 CQ0696'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CQ0696'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0586 ***********************************************************************
 CQ0586  DESIGNATION -  A 116
 CQ0586  PID         -  CQ0586
 CQ0586  STATE/COUNTY-  LA/OUACHITA
 CQ0586  USGS QUAD   -  LUNA (1982)
 CQ0586
 CQ0586                         *CURRENT SURVEY CONTROL
 CQ0586  ___________________________________________________________________
 CQ0586* NAD 83(1986)-  32 21 54.     (N)    092 10 44.     (W)     SCALED    
 CQ0586* NAVD 88     -        35.40   (+/-2cm)     116.1    (feet)  VERTCON   
 CQ0586  ___________________________________________________________________
 CQ0586  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0586
 CQ0586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0586
 CQ0586.The horizontal coordinates were scaled from a topographic map and have
 CQ0586.an estimated accuracy of +/- 6 seconds.
 CQ0586
 CQ0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0586.The vertical order pertains to the NGVD 29 superseded value.
 CQ0586
 CQ0586.The geoid height was determined by GEOID03.
 CQ0586
 CQ0586;                    North         East    Units  Estimated Accuracy
 CQ0586;SPC LA N     -   206,830.    1,030,220.      MT  (+/- 180 meters Scaled)
 CQ0586
 CQ0586                          SUPERSEDED SURVEY CONTROL
 CQ0586
 CQ0586  NGVD 29 (??/??/??)   35.433  (m)          116.25   (f) ADJUSTED    2 0
 CQ0586
 CQ0586.Superseded values are not recommended for survey control.
 CQ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0586.See file dsdata.txt to determine how the superseded data were derived.
 CQ0586
 CQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR772811(NAD 83)
 CQ0586_MARKER: DB = BENCH MARK DISK
 CQ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0586_STAMPING: A 116 1949
 CQ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0586+STABILITY: SURFACE MOTION
 CQ0586
 CQ0586  HISTORY     - Date     Condition        Report By
 CQ0586  HISTORY     - 1949     MONUMENTED       CGS
 CQ0586
 CQ0586                          STATION DESCRIPTION
 CQ0586
 CQ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0586'4.1 MI NE FROM LUNA.
 CQ0586'4.1 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0586'HIGHWAYS 200 AND 1496 AT LUNA, AT A T ROAD JUNCTION, 150 FEET
 CQ0586'NORTHEAST OF THOMAS GROCERY STORE, 119 FEET EAST OF THE EXTENDED
 CQ0586'CENTER LINE OF A ROAD LEADING SOUTH, 30 FEET NORTH OF THE CENTER LINE
 CQ0586'OF THE EAST AND WEST ROAD, 10 FEET NORTHWEST OF A FENCE CORNER, 1.2
 CQ0586'FEET SOUTHWEST OF A FENCE, 1.9 FEET SOUTHEAST OF A WITNESS POST, SET
 CQ0586'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CQ0586'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0800 ***********************************************************************
 CQ0800  DESIGNATION -  A 117
 CQ0800  PID         -  CQ0800
 CQ0800  STATE/COUNTY-  LA/CALDWELL
 CQ0800  USGS QUAD   -  BLANKSTON (1989)
 CQ0800
 CQ0800                         *CURRENT SURVEY CONTROL
 CQ0800  ___________________________________________________________________
 CQ0800* NAD 83(1986)-  32 11 01.     (N)    092 10 03.     (W)     SCALED    
 CQ0800* NAVD 88     -        58.19   (+/-2cm)     190.9    (feet)  VERTCON   
 CQ0800  ___________________________________________________________________
 CQ0800  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0800
 CQ0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0800
 CQ0800.The horizontal coordinates were scaled from a topographic map and have
 CQ0800.an estimated accuracy of +/- 6 seconds.
 CQ0800
 CQ0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0800.The vertical order pertains to the NGVD 29 superseded value.
 CQ0800
 CQ0800.The geoid height was determined by GEOID03.
 CQ0800
 CQ0800;                    North         East    Units  Estimated Accuracy
 CQ0800;SPC LA N     -   186,720.    1,031,350.      MT  (+/- 180 meters Scaled)
 CQ0800
 CQ0800                          SUPERSEDED SURVEY CONTROL
 CQ0800
 CQ0800  NGVD 29 (??/??/??)   58.217  (m)          191.00   (f) ADJUSTED    2 0
 CQ0800
 CQ0800.Superseded values are not recommended for survey control.
 CQ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0800.See file dsdata.txt to determine how the superseded data were derived.
 CQ0800
 CQ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR784610(NAD 83)
 CQ0800_MARKER: DB = BENCH MARK DISK
 CQ0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0800_STAMPING: A 117 1949
 CQ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0800+STABILITY: SURFACE MOTION
 CQ0800
 CQ0800  HISTORY     - Date     Condition        Report By
 CQ0800  HISTORY     - 1949     MONUMENTED       CGS
 CQ0800  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0800
 CQ0800                          STATION DESCRIPTION
 CQ0800
 CQ0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0800'4.9 MI NE FROM MOUNT PLEASANT.
 CQ0800'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0800'CHURCH AT MOUNT PLEASANT, THENCE 2.6 MILES NORTHWEST ALONG STATE
 CQ0800'HIGHWAY 1636, THENCE 0.2 MILE NORTH ALONG A COUNTRY ROAD.  57 FEET
 CQ0800'WEST OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTHWEST OF THE CENTER
 CQ0800'LINE OF A DIM WOODS ROAD LEADING NORTHWEST, 28 FEET NORTH OF AN 8 INCH
 CQ0800'TRIANGULAR BLAZED OAK TREE, 17 FEET SOUTHEAST OF AN 8 INCH TRIANGULAR
 CQ0800'BLAZED OAK TREE, 8 FEET SOUTH OF AN 8 INCH TRIANGULAR BLAZED OAK TREE,
 CQ0800'1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ0800'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CQ0800
 CQ0800                          STATION RECOVERY (1986)
 CQ0800
 CQ0800'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0652 ***********************************************************************
 CQ0652  DESIGNATION -  A 118
 CQ0652  PID         -  CQ0652
 CQ0652  STATE/COUNTY-  LA/OUACHITA
 CQ0652  USGS QUAD   -  CADEVILLE (1982)
 CQ0652
 CQ0652                         *CURRENT SURVEY CONTROL
 CQ0652  ___________________________________________________________________
 CQ0652* NAD 83(1986)-  32 25 42.     (N)    092 20 20.     (W)     SCALED    
 CQ0652* NAVD 88     -        48.67   (+/-2cm)     159.7    (feet)  VERTCON   
 CQ0652  ___________________________________________________________________
 CQ0652  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0652
 CQ0652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0652
 CQ0652.The horizontal coordinates were scaled from a topographic map and have
 CQ0652.an estimated accuracy of +/- 6 seconds.
 CQ0652
 CQ0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0652.The vertical order pertains to the NGVD 29 superseded value.
 CQ0652
 CQ0652.The geoid height was determined by GEOID03.
 CQ0652
 CQ0652;                    North         East    Units  Estimated Accuracy
 CQ0652;SPC LA N     -   213,820.    1,015,150.      MT  (+/- 180 meters Scaled)
 CQ0652
 CQ0652                          SUPERSEDED SURVEY CONTROL
 CQ0652
 CQ0652  NGVD 29 (??/??/??)   48.719  (m)          159.84   (f) ADJUSTED    2 0
 CQ0652
 CQ0652.Superseded values are not recommended for survey control.
 CQ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0652.See file dsdata.txt to determine how the superseded data were derived.
 CQ0652
 CQ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR621881(NAD 83)
 CQ0652_MARKER: DB = BENCH MARK DISK
 CQ0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0652_STAMPING: A 118 1949
 CQ0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0652+STABILITY: SURFACE MOTION
 CQ0652
 CQ0652  HISTORY     - Date     Condition        Report By
 CQ0652  HISTORY     - 1949     MONUMENTED       CGS
 CQ0652  HISTORY     - 1950     GOOD             CGS
 CQ0652  HISTORY     - 1974     GOOD             NGS
 CQ0652  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0652  HISTORY     - 19910423 GOOD             USPSQD
 CQ0652
 CQ0652                          STATION DESCRIPTION
 CQ0652
 CQ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0652'IN CADEVILLE.
 CQ0652'AT CADEVILLE, IN THE SOUTHWEST QUARTER OF THE CROSSING OF STATE
 CQ0652'HIGHWAY NO. 201 AND STATE HIGHWAY NO. 13, 102 FEET SOUTH OF THE
 CQ0652'SOUTHEAST CORNER OF THE JOHN H. HENRY STORE, 45 FEET SOUTH OF THE
 CQ0652'CENTER LINE OF STATE HIGHWAY NO. 13, 37 FEET WEST OF THE CENTER LINE
 CQ0652'OF STATE HIGHWAY NO. 201, 9 FEET WEST OF A CORNER FENCE POST, 2.2 FEET
 CQ0652'EAST OF A POWER LINE POLE, 2 FEET NORTH OF A FENCE, 1.4 FEET NORTHEAST
 CQ0652'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 CQ0652'FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ0652
 CQ0652                          STATION RECOVERY (1974)
 CQ0652
 CQ0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CQ0652'RECOVERED IN GOOD CONDITION.
 CQ0652
 CQ0652                          STATION RECOVERY (1990)
 CQ0652
 CQ0652'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0652'MARK NOT FOUND.
 CQ0652
 CQ0652                          STATION RECOVERY (1991)
 CQ0652
 CQ0652'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0699 ***********************************************************************
 CQ0699  DESIGNATION -  A 119
 CQ0699  PID         -  CQ0699
 CQ0699  STATE/COUNTY-  LA/JACKSON
 CQ0699  USGS QUAD   -  CHATHAM SE (1982)
 CQ0699
 CQ0699                         *CURRENT SURVEY CONTROL
 CQ0699  ___________________________________________________________________
 CQ0699* NAD 83(1986)-  32 19 47.     (N)    092 19 21.     (W)     SCALED    
 CQ0699* NAVD 88     -        73.98   (+/-2cm)     242.7    (feet)  VERTCON   
 CQ0699  ___________________________________________________________________
 CQ0699  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0699
 CQ0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0699
 CQ0699.The horizontal coordinates were scaled from a topographic map and have
 CQ0699.an estimated accuracy of +/- 6 seconds.
 CQ0699
 CQ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0699.The vertical order pertains to the NGVD 29 superseded value.
 CQ0699
 CQ0699.The geoid height was determined by GEOID03.
 CQ0699
 CQ0699;                    North         East    Units  Estimated Accuracy
 CQ0699;SPC LA N     -   202,890.    1,016,710.      MT  (+/- 180 meters Scaled)
 CQ0699
 CQ0699                          SUPERSEDED SURVEY CONTROL
 CQ0699
 CQ0699  NGVD 29 (??/??/??)   74.021  (m)          242.85   (f) ADJUSTED    2 0
 CQ0699
 CQ0699.Superseded values are not recommended for survey control.
 CQ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0699.See file dsdata.txt to determine how the superseded data were derived.
 CQ0699
 CQ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR637771(NAD 83)
 CQ0699_MARKER: DB = BENCH MARK DISK
 CQ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0699_STAMPING: A 119 1949
 CQ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0699+STABILITY: SURFACE MOTION
 CQ0699
 CQ0699  HISTORY     - Date     Condition        Report By
 CQ0699  HISTORY     - 1949     MONUMENTED       CGS
 CQ0699  HISTORY     - 1950     GOOD             CGS
 CQ0699
 CQ0699                          STATION DESCRIPTION
 CQ0699
 CQ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0699'5.0 MI SW FROM OKALOOSA.
 CQ0699'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0699'OKALOOSA, THENCE 1.4 MILES SOUTH ALONG A PARISH ROAD, THENCE 2.1 MILES
 CQ0699'SOUTHWEST ALONG STATE HIGHWAY 543.  AT A Y ROAD JUNCTION, AT THE
 CQ0699'OUACHITA-JACKSON PARISH LINE, 54 FEET WEST OF THE NORTHWEST PARISH
 CQ0699'LINE SIGNPOST, 54 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30
 CQ0699'FEET SOUTH OF THE CENTER LINE OF A SIDE ROAD LEADING WEST, 1 FOOT
 CQ0699'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0699'PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS NOW
 CQ0699'STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1716 ***********************************************************************
 CQ1716  DESIGNATION -  A 12
 CQ1716  PID         -  CQ1716
 CQ1716  STATE/COUNTY-  LA/DE SOTO
 CQ1716  USGS QUAD   -  LONGSTREET (1972)
 CQ1716
 CQ1716                         *CURRENT SURVEY CONTROL
 CQ1716  ___________________________________________________________________
 CQ1716* NAD 83(1986)-  32 05 54.     (N)    093 57 05.     (W)     SCALED    
 CQ1716* NAVD 88     -       100.629  (meters)     330.15   (feet)  ADJUSTED  
 CQ1716  ___________________________________________________________________
 CQ1716  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1716  DYNAMIC HT  -         100.513 (meters)     329.77  (feet)  COMP
 CQ1716  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CQ1716
 CQ1716  VERT ORDER  -  FIRST     CLASS II
 CQ1716
 CQ1716.The horizontal coordinates were scaled from a topographic map and have
 CQ1716.an estimated accuracy of +/- 6 seconds.
 CQ1716
 CQ1716.The orthometric height was determined by differential leveling
 CQ1716.and adjusted by the National Geodetic Survey in June 1991..
 CQ1716
 CQ1716.The geoid height was determined by GEOID03.
 CQ1716
 CQ1716.The dynamic height is computed by dividing the NAVD 88
 CQ1716.geopotential number by the normal gravity value computed on the
 CQ1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1716.degrees latitude (g = 980.6199 gals.).
 CQ1716
 CQ1716.The modeled gravity was interpolated from observed gravity values.
 CQ1716
 CQ1716;                    North         East    Units  Estimated Accuracy
 CQ1716;SPC LA N     -   178,130.      863,020.      MT  (+/- 180 meters Scaled)
 CQ1716
 CQ1716                          SUPERSEDED SURVEY CONTROL
 CQ1716
 CQ1716  NGVD 29 (??/??/??)  100.692  (m)          330.35   (f) ADJUSTED    1 2
 CQ1716
 CQ1716.Superseded values are not recommended for survey control.
 CQ1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1716.See file dsdata.txt to determine how the superseded data were derived.
 CQ1716
 CQ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR102517(NAD 83)
 CQ1716_MARKER: DB = BENCH MARK DISK
 CQ1716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1716_SP_SET: BUILDING
 CQ1716_STAMPING: A 12 1919 329.540
 CQ1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1716
 CQ1716  HISTORY     - Date     Condition        Report By
 CQ1716  HISTORY     - 1919     MONUMENTED       CGS
 CQ1716  HISTORY     - 1952     GOOD             CGS
 CQ1716  HISTORY     - 1979     GOOD             NGS
 CQ1716  HISTORY     - 1987     GOOD             USPSQD
 CQ1716  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1716
 CQ1716                          STATION DESCRIPTION
 CQ1716
 CQ1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1716'IN LONGSTREET.
 CQ1716'AT LONGSTREET, 190 FEET WEST OF THE NORTHWEST CORNER OF THE TEXAS AND
 CQ1716'NEW ORLEANS RAILROAD STATION, SET VERTICALLY IN THE EAST WALL OF THE
 CQ1716'BRICK BUILDING OCCUPIED BY THE BAGLEY GENERAL STORE, 3 FEET ABOVE THE
 CQ1716'GROUND, NEAR THE SOUTHEAST CORNER OF THE BUILDING.
 CQ1716
 CQ1716                          STATION RECOVERY (1979)
 CQ1716
 CQ1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1716'OMIT-190.0 FT. WEST OF THE NORTHWEST CORNER OF THE TEXAS AND NEW
 CQ1716'ORLEANS RAILROAD STATION.
 CQ1716'NOTE-RAILROAD STATION HAS BEEN REMOVED.
 CQ1716
 CQ1716                          STATION RECOVERY (1987)
 CQ1716
 CQ1716'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1716'RECOVERED IN GOOD CONDITION.
 CQ1716
 CQ1716                          STATION RECOVERY (1996)
 CQ1716
 CQ1716'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0606 ***********************************************************************
 CQ0606  DESIGNATION -  A 120
 CQ0606  PID         -  CQ0606
 CQ0606  STATE/COUNTY-  LA/JACKSON
 CQ0606  USGS QUAD   -  VIXEN (1989)
 CQ0606
 CQ0606                         *CURRENT SURVEY CONTROL
 CQ0606  ___________________________________________________________________
 CQ0606* NAD 83(1986)-  32 10 47.     (N)    092 21 20.     (W)     SCALED    
 CQ0606* NAVD 88     -        59.23   (+/-2cm)     194.3    (feet)  VERTCON   
 CQ0606  ___________________________________________________________________
 CQ0606  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0606
 CQ0606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0606
 CQ0606.The horizontal coordinates were scaled from a topographic map and have
 CQ0606.an estimated accuracy of +/- 6 seconds.
 CQ0606
 CQ0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0606.The vertical order pertains to the NGVD 29 superseded value.
 CQ0606
 CQ0606.The geoid height was determined by GEOID03.
 CQ0606
 CQ0606;                    North         East    Units  Estimated Accuracy
 CQ0606;SPC LA N     -   186,250.    1,013,620.      MT  (+/- 180 meters Scaled)
 CQ0606
 CQ0606                          SUPERSEDED SURVEY CONTROL
 CQ0606
 CQ0606  NGVD 29 (??/??/??)   59.264  (m)          194.44   (f) ADJUSTED    2 0
 CQ0606
 CQ0606.Superseded values are not recommended for survey control.
 CQ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0606.See file dsdata.txt to determine how the superseded data were derived.
 CQ0606
 CQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR607605(NAD 83)
 CQ0606_MARKER: DB = BENCH MARK DISK
 CQ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0606_STAMPING: A 120 1949
 CQ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0606+STABILITY: SURFACE MOTION
 CQ0606
 CQ0606  HISTORY     - Date     Condition        Report By
 CQ0606  HISTORY     - 1949     MONUMENTED       CGS
 CQ0606  HISTORY     - 1950     GOOD             CGS
 CQ0606
 CQ0606                          STATION DESCRIPTION
 CQ0606
 CQ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0606'10.55 MI SW FROM VIXEN.
 CQ0606'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CQ0606'HIGHWAYS 17 AND 200 AT VIXEN, THENCE 3.9 MILES SOUTHWEST ALONG A
 CQ0606'PARISH ROAD, THENCE 0.45 MILE NORTHWEST ALONG A PARISH ROAD, THENCE
 CQ0606'0.25 MILE SOUTH ALONG A PARISH ROAD, THENCE 4.05 MILES WEST ALONG A
 CQ0606'WOODS ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD, 28 FEET EAST OF A
 CQ0606'14 INCH TRIANGULAR BLAZED PINE TREE, 23 FEET SOUTHWEST OF AN 8 INCH
 CQ0606'TRIANGULAR BLAZED OAK TREE, 23 FEET WEST OF A 30 INCH TRIANGULAR
 CQ0606'BLAZED PINE TREE, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CQ0606'1.1 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ0606'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 CQ0606'17 IS NOW STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1483 ***********************************************************************
 BX1483  DESIGNATION -  A 121
 BX1483  PID         -  BX1483
 BX1483  STATE/COUNTY-  LA/WINN
 BX1483  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1483
 BX1483                         *CURRENT SURVEY CONTROL
 BX1483  ___________________________________________________________________
 BX1483* NAD 83(1986)-  31 55 20.     (N)    092 39 20.     (W)     SCALED    
 BX1483* NAVD 88     -        50.30   (+/-2cm)     165.0    (feet)  VERTCON   
 BX1483  ___________________________________________________________________
 BX1483  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1483
 BX1483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1483
 BX1483.The horizontal coordinates were scaled from a topographic map and have
 BX1483.an estimated accuracy of +/- 6 seconds.
 BX1483
 BX1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1483.The vertical order pertains to the NGVD 29 superseded value.
 BX1483
 BX1483.The geoid height was determined by GEOID03.
 BX1483
 BX1483;                    North         East    Units  Estimated Accuracy
 BX1483;SPC LA N     -   157,700.      985,290.      MT  (+/- 180 meters Scaled)
 BX1483
 BX1483                          SUPERSEDED SURVEY CONTROL
 BX1483
 BX1483  NGVD 29 (??/??/??)   50.332  (m)          165.13   (f) ADJUSTED    2 0
 BX1483
 BX1483.Superseded values are not recommended for survey control.
 BX1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1483.See file dsdata.txt to determine how the superseded data were derived.
 BX1483
 BX1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR325318(NAD 83)
 BX1483_MARKER: DB = BENCH MARK DISK
 BX1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1483_STAMPING: A 121 1949
 BX1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1483+STABILITY: SURFACE MOTION
 BX1483
 BX1483  HISTORY     - Date     Condition        Report By
 BX1483  HISTORY     - 1949     MONUMENTED       CGS
 BX1483  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1483  HISTORY     - 19981017 GOOD             USPSQD
 BX1483
 BX1483                          STATION DESCRIPTION
 BX1483
 BX1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1483'1.1 MI W FROM WINNFIELD.
 BX1483'1.1 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1483'64 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET NORTH OF
 BX1483'THE CENTER LINE OF A ROAD LEADING EAST, 13.0 FEET NORTHWEST OF A FIRE
 BX1483'HYDRANT, 2.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BX1483'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1483
 BX1483                          STATION RECOVERY (1981)
 BX1483
 BX1483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1483'MARK NOT FOUND.
 BX1483
 BX1483                          STATION RECOVERY (1998)
 BX1483
 BX1483'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1619 ***********************************************************************
 BX1619  DESIGNATION -  A 122
 BX1619  PID         -  BX1619
 BX1619  STATE/COUNTY-  LA/WINN
 BX1619  USGS QUAD   -  ATLANTA (1984)
 BX1619
 BX1619                         *CURRENT SURVEY CONTROL
 BX1619  ___________________________________________________________________
 BX1619* NAD 83(1986)-  31 46 35.     (N)    092 38 02.     (W)     SCALED    
 BX1619* NAVD 88     -        57.00   (+/-2cm)     187.0    (feet)  VERTCON   
 BX1619  ___________________________________________________________________
 BX1619  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1619
 BX1619  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1619
 BX1619.The horizontal coordinates were scaled from a topographic map and have
 BX1619.an estimated accuracy of +/- 6 seconds.
 BX1619
 BX1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1619.The vertical order pertains to the NGVD 29 superseded value.
 BX1619
 BX1619.The geoid height was determined by GEOID03.
 BX1619
 BX1619;                    North         East    Units  Estimated Accuracy
 BX1619;SPC LA N     -   141,530.      987,320.      MT  (+/- 180 meters Scaled)
 BX1619
 BX1619                          SUPERSEDED SURVEY CONTROL
 BX1619
 BX1619  NGVD 29 (??/??/??)   57.011  (m)          187.04   (f) ADJUSTED    2 0
 BX1619
 BX1619.Superseded values are not recommended for survey control.
 BX1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1619.See file dsdata.txt to determine how the superseded data were derived.
 BX1619
 BX1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR346157(NAD 83)
 BX1619_MARKER: DB = BENCH MARK DISK
 BX1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1619_STAMPING: A 122 1949
 BX1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1619+STABILITY: SURFACE MOTION
 BX1619
 BX1619  HISTORY     - Date     Condition        Report By
 BX1619  HISTORY     - 1949     MONUMENTED       CGS
 BX1619  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1619
 BX1619                          STATION DESCRIPTION
 BX1619
 BX1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1619'6.4 MI SW FROM PACKTON.
 BX1619'4.4 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1619'ARKANSAS RAILROAD STATION AT PACKTON, THENCE 2.0 MILES SOUTH ALONG
 BX1619'STATE HIGHWAY 786, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BX1619'15.0 FEET WEST OF A 20 INCH TRIANGULAR BLAZED OAK TREE, 13.0 FEET
 BX1619'NORTHWEST OF A 20 INCH TRIANGULAR BLAZED PINE TREE, 2.0 FEET WEST OF A
 BX1619'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BX1619'FOOT ABOVE THE GROUND.
 BX1619
 BX1619                          STATION RECOVERY (1981)
 BX1619
 BX1619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1603 ***********************************************************************
 BJ1603  DESIGNATION -  A 1222 LAGS
 BJ1603  PID         -  BJ1603
 BJ1603  STATE/COUNTY-  LA/ST TAMMANY
 BJ1603  USGS QUAD   -  COVINGTON (1994)
 BJ1603
 BJ1603                         *CURRENT SURVEY CONTROL
 BJ1603  ___________________________________________________________________
 BJ1603* NAD 83(1986)-  30 29 08.     (N)    090 05 49.     (W)     SCALED    
 BJ1603* NAVD 88     -         8.69   (+/-2cm)      28.5    (feet)  VERTCON   
 BJ1603  ___________________________________________________________________
 BJ1603  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1603
 BJ1603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1603
 BJ1603.The horizontal coordinates were scaled from a topographic map and have
 BJ1603.an estimated accuracy of +/- 6 seconds.
 BJ1603
 BJ1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1603.The vertical order pertains to the NGVD 29 superseded value.
 BJ1603
 BJ1603.The geoid height was determined by GEOID03.
 BJ1603
 BJ1603;                    North         East    Units  Estimated Accuracy
 BJ1603;SPC LA S     -   220,730.    1,118,700.      MT  (+/- 180 meters Scaled)
 BJ1603
 BJ1603                          SUPERSEDED SURVEY CONTROL
 BJ1603
 BJ1603  NGVD 29 (??/??/??)    8.714  (m)           28.59   (f) ADJUSTED    2 0
 BJ1603
 BJ1603.Superseded values are not recommended for survey control.
 BJ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1603.See file dsdata.txt to determine how the superseded data were derived.
 BJ1603
 BJ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP786761(NAD 83)
 BJ1603_MARKER: DD = SURVEY DISK
 BJ1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1603_STAMPING: A 1222
 BJ1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1603+STABILITY: SURFACE MOTION
 BJ1603
 BJ1603  HISTORY     - Date     Condition        Report By
 BJ1603  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1603  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1603
 BJ1603                          STATION DESCRIPTION
 BJ1603
 BJ1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1603'0.6 MI N FROM COVINGTON.
 BJ1603'0.6 MILE NORTH ALONG STATE HIGHWAY 34 FROM THE GULF, MOBILE AND OHIO
 BJ1603'RAILROAD STATION AT COVINGTON, ST. TAMMANY PARISH, AT NORTH COVINGTON,
 BJ1603'ONE BLOCK NORTH OF THE COCA COLA FACTORY, AT THE JUNCTION OF A ROAD
 BJ1603'LEADING EAST, 14 PACES NORTH OF THE CENTERLINE OF THE ROAD, AND 7
 BJ1603'PACES EAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD
 BJ1603'DISK, STAMPED A 1222 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1601 ***********************************************************************
 BJ1601  DESIGNATION -  A 1223 LAGS
 BJ1601  PID         -  BJ1601
 BJ1601  STATE/COUNTY-  LA/ST TAMMANY
 BJ1601  USGS QUAD   -  COVINGTON (1994)
 BJ1601
 BJ1601                         *CURRENT SURVEY CONTROL
 BJ1601  ___________________________________________________________________
 BJ1601* NAD 83(1986)-  30 29 56.     (N)    090 06 23.     (W)     SCALED    
 BJ1601* NAVD 88     -         9.62   (+/-2cm)      31.6    (feet)  VERTCON   
 BJ1601  ___________________________________________________________________
 BJ1601  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ1601
 BJ1601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1601
 BJ1601.The horizontal coordinates were scaled from a topographic map and have
 BJ1601.an estimated accuracy of +/- 6 seconds.
 BJ1601
 BJ1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1601.The vertical order pertains to the NGVD 29 superseded value.
 BJ1601
 BJ1601.The geoid height was determined by GEOID03.
 BJ1601
 BJ1601;                    North         East    Units  Estimated Accuracy
 BJ1601;SPC LA S     -   222,200.    1,117,780.      MT  (+/- 180 meters Scaled)
 BJ1601
 BJ1601                          SUPERSEDED SURVEY CONTROL
 BJ1601
 BJ1601  NGVD 29 (??/??/??)    9.647  (m)           31.65   (f) ADJUSTED    2 0
 BJ1601
 BJ1601.Superseded values are not recommended for survey control.
 BJ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1601.See file dsdata.txt to determine how the superseded data were derived.
 BJ1601
 BJ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP777776(NAD 83)
 BJ1601_MARKER: DD = SURVEY DISK
 BJ1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1601_STAMPING: A 1223
 BJ1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1601+STABILITY: SURFACE MOTION
 BJ1601
 BJ1601  HISTORY     - Date     Condition        Report By
 BJ1601  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1601  HISTORY     - 1935     GOOD             CGS
 BJ1601  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1601
 BJ1601                          STATION DESCRIPTION
 BJ1601
 BJ1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BJ1601'1.7 MI N FROM COVINGTON.
 BJ1601'1.7 MILES NORTH OF NEW ORLEANS AND GREAT NORTHERN STATION AT COVINGTON
 BJ1601'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY MARK, 33 FEET
 BJ1601'NORTHEAST OF CENTER LINE OF STATE HIGHWAY 34.
 BJ1601
 BJ1601                          STATION RECOVERY (1955)
 BJ1601
 BJ1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BJ1601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1602 ***********************************************************************
 BJ1602  DESIGNATION -  A 1223 LAGS RESET 1956
 BJ1602  PID         -  BJ1602
 BJ1602  STATE/COUNTY-  LA/ST TAMMANY
 BJ1602  USGS QUAD   -  COVINGTON (1994)
 BJ1602
 BJ1602                         *CURRENT SURVEY CONTROL
 BJ1602  ___________________________________________________________________
 BJ1602* NAD 83(1992)-  30 29 55.22392(N)    090 06 23.16324(W)     ADJUSTED  
 BJ1602* NAVD 88     -         9.375  (meters)      30.76   (feet)  ADJUSTED  
 BJ1602  ___________________________________________________________________
 BJ1602  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BJ1602  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ1602  DYNAMIC HT  -           9.363 (meters)      30.72  (feet)  COMP
 BJ1602  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 BJ1602
 BJ1602  HORZ ORDER  -  SECOND
 BJ1602  VERT ORDER  -  SECOND    CLASS I
 BJ1602
 BJ1602.The horizontal coordinates were established by classical geodetic methods
 BJ1602.and adjusted by the National Geodetic Survey in January 1993..
 BJ1602
 BJ1602.The orthometric height was determined by differential leveling
 BJ1602.and adjusted by the National Geodetic Survey in February 1994..
 BJ1602
 BJ1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1602
 BJ1602.The geoid height was determined by GEOID03.
 BJ1602
 BJ1602.The dynamic height is computed by dividing the NAVD 88
 BJ1602.geopotential number by the normal gravity value computed on the
 BJ1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1602.degrees latitude (g = 980.6199 gals.).
 BJ1602
 BJ1602.The modeled gravity was interpolated from observed gravity values.
 BJ1602
 BJ1602;                    North         East     Units Scale Factor Converg.
 BJ1602;SPC LA S     -   222,174.776 1,117,776.031   MT  0.99996337   +0 36 48.5
 BJ1602;SPC LA S     -   728,918.41  3,667,236.86   sFT  0.99996337   +0 36 48.5
 BJ1602;UTM  15      - 3,377,605.616   777,729.523   MT  1.00055167   +1 28 10.1
 BJ1602
 BJ1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1602!SPC LA S     -   1.00000277  x   0.99996337  =   0.99996614
 BJ1602!UTM  15      -   1.00000277  x   1.00055167  =   1.00055444
 BJ1602
 BJ1602                          SUPERSEDED SURVEY CONTROL
 BJ1602
 BJ1602  NAD 83(1986)-  30 29 55.23750(N)    090 06 23.16014(W) AD(       ) 2
 BJ1602  NGVD 29 (??/??/??)    9.46   (m)           31.0    (f) RESET       3  
 BJ1602
 BJ1602.Superseded values are not recommended for survey control.
 BJ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1602.See file dsdata.txt to determine how the superseded data were derived.
 BJ1602
 BJ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7773077606(NAD 83)
 BJ1602_MARKER: DB = BENCH MARK DISK
 BJ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1602_STAMPING: A 1223 RESET 1956
 BJ1602_MARK LOGO: LAGS  
 BJ1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1602+STABILITY: SURFACE MOTION
 BJ1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1602+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BJ1602
 BJ1602  HISTORY     - Date     Condition        Report By
 BJ1602  HISTORY     - 1956     MONUMENTED       LAGS
 BJ1602  HISTORY     - 1982     GOOD             LADTD
 BJ1602  HISTORY     - 20031012 GOOD             USPSQD
 BJ1602  HISTORY     - 20040629 MARK NOT FOUND   DEWDAV
 BJ1602
 BJ1602                          STATION DESCRIPTION
 BJ1602
 BJ1602'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1956
 BJ1602'1.7 MI N FROM COVINGTON.
 BJ1602'1.7 MILES NORTH ALONG STATE HIGHWAY 25 (OLD STATE HIGHWAY 34) FROM THE
 BJ1602'RAILROAD STATION ON THE GULF MOBILE AND OHIO RAILROAD IN COVINGTON,
 BJ1602'ST. TAMMANY PARISH.  AT THE INTERSECTION OF THE OLD STATE HIGHWAY 34
 BJ1602'AND THE NEW STATE HIGHWAY 25 BY-PASS, 153 FEET NORTH OF A GRAVELED
 BJ1602'ROAD LEADING WEST, 139 FEET NORTH OF POWER POLE NO. 9, 100 FEET NORTH
 BJ1602'OF THE SOUTHEAST CORNER OF A PRIVATE AIR FIELD, 76 FEET SOUTH OF POWER
 BJ1602'POLE NO. 10, 68 FEET WEST OF THE CENTERLINE OF THE BYPASS, AND 3 FEET
 BJ1602'NORTH OF THE RIGHT-OF-WAY MARKER.  A STANDARD COAST AND GEODETIC
 BJ1602'SURVEY AND STATE SURVEY DISK, STAMPED A 1223 RESET 1956 AND SET IN THE
 BJ1602'TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.
 BJ1602
 BJ1602                          STATION RECOVERY (1982)
 BJ1602
 BJ1602'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1602'RECOVERED IN GOOD CONDITION.
 BJ1602
 BJ1602                          STATION RECOVERY (2003)
 BJ1602
 BJ1602'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1602'ADD TO DESCRIPTION 57 FEET SOUTH OF A UNDERGROUND TELEPHONE PANEL
 BJ1602'NUMBER F1001
 BJ1602
 BJ1602                          STATION RECOVERY (2004)
 BJ1602
 BJ1602'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BJ1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1277 ***********************************************************************
 BJ1277  DESIGNATION -  A 1224 LAGS
 BJ1277  PID         -  BJ1277
 BJ1277  STATE/COUNTY-  LA/ST TAMMANY
 BJ1277  USGS QUAD   -  WALDHEIM (1983)
 BJ1277
 BJ1277                         *CURRENT SURVEY CONTROL
 BJ1277  ___________________________________________________________________
 BJ1277* NAD 83(1986)-  30 30 45.     (N)    090 06 58.     (W)     SCALED    
 BJ1277* NAVD 88     -        11.49   (+/-2cm)      37.7    (feet)  VERTCON   
 BJ1277  ___________________________________________________________________
 BJ1277  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ1277
 BJ1277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1277
 BJ1277.The horizontal coordinates were scaled from a topographic map and have
 BJ1277.an estimated accuracy of +/- 6 seconds.
 BJ1277
 BJ1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1277.The vertical order pertains to the NGVD 29 superseded value.
 BJ1277
 BJ1277.The geoid height was determined by GEOID03.
 BJ1277
 BJ1277;                    North         East    Units  Estimated Accuracy
 BJ1277;SPC LA S     -   223,700.    1,116,830.      MT  (+/- 180 meters Scaled)
 BJ1277
 BJ1277                          SUPERSEDED SURVEY CONTROL
 BJ1277
 BJ1277  NGVD 29 (??/??/??)   11.534  (m)           37.84   (f) ADJUSTED    2 0
 BJ1277
 BJ1277.Superseded values are not recommended for survey control.
 BJ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1277.See file dsdata.txt to determine how the superseded data were derived.
 BJ1277
 BJ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP767791(NAD 83)
 BJ1277_MARKER: DD = SURVEY DISK
 BJ1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1277_STAMPING: A 1224
 BJ1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1277+STABILITY: SURFACE MOTION
 BJ1277
 BJ1277  HISTORY     - Date     Condition        Report By
 BJ1277  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1277  HISTORY     - 1956     GOOD             CGS
 BJ1277
 BJ1277                          STATION DESCRIPTION
 BJ1277
 BJ1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BJ1277'2.8 MI N FROM COVINGTON.
 BJ1277'LOCATED 2.8 MILES NORTH ALONG OLD STATE HIGHWAY 34 FROM THE GULF,
 BJ1277'MOBILE AND OHIO RAILROAD STATION IN COVINGTON, 36 FEET SOUTHWEST OF
 BJ1277'THE HIGHWAY AND 10 FEET SOUTHWEST OF POWER POLE NO. 39 WHICH IS THE
 BJ1277'THIRD POLE NORTH OF A CONCRETE CULVERT UNDER THE HIGHWAY.  IT IS A
 BJ1277'STANDARD STATE GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 BJ1277'PROJECTING 4 INCHES.  IT IS STAMPED A 1224.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1278 ***********************************************************************
 BJ1278  DESIGNATION -  A 1224 LAGS RESET 1959
 BJ1278  PID         -  BJ1278
 BJ1278  STATE/COUNTY-  LA/ST TAMMANY
 BJ1278  USGS QUAD   -  WALDHEIM (1983)
 BJ1278
 BJ1278                         *CURRENT SURVEY CONTROL
 BJ1278  ___________________________________________________________________
 BJ1278* NAD 83(1986)-  30 30 45.     (N)    090 06 58.     (W)     SCALED    
 BJ1278* NAVD 88     -        11.469  (meters)      37.63   (feet)  ADJUSTED  
 BJ1278  ___________________________________________________________________
 BJ1278  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ1278  DYNAMIC HT  -          11.454 (meters)      37.58  (feet)  COMP
 BJ1278  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 BJ1278
 BJ1278  VERT ORDER  -  SECOND    CLASS I
 BJ1278
 BJ1278.The horizontal coordinates were scaled from a topographic map and have
 BJ1278.an estimated accuracy of +/- 6 seconds.
 BJ1278
 BJ1278.The orthometric height was determined by differential leveling
 BJ1278.and adjusted by the National Geodetic Survey in February 1994..
 BJ1278
 BJ1278.The geoid height was determined by GEOID03.
 BJ1278
 BJ1278.The dynamic height is computed by dividing the NAVD 88
 BJ1278.geopotential number by the normal gravity value computed on the
 BJ1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1278.degrees latitude (g = 980.6199 gals.).
 BJ1278
 BJ1278.The modeled gravity was interpolated from observed gravity values.
 BJ1278
 BJ1278;                    North         East    Units  Estimated Accuracy
 BJ1278;SPC LA S     -   223,700.    1,116,830.      MT  (+/- 180 meters Scaled)
 BJ1278
 BJ1278                          SUPERSEDED SURVEY CONTROL
 BJ1278
 BJ1278  NGVD 29 (??/??/??)   11.55   (m)           37.9    (f) RESET       3  
 BJ1278
 BJ1278.Superseded values are not recommended for survey control.
 BJ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1278.See file dsdata.txt to determine how the superseded data were derived.
 BJ1278
 BJ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP767791(NAD 83)
 BJ1278_MARKER: DD = SURVEY DISK
 BJ1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1278_STAMPING: A 1224 RESET 1959
 BJ1278_MARK LOGO: LAGS  
 BJ1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1278+STABILITY: SURFACE MOTION
 BJ1278
 BJ1278  HISTORY     - Date     Condition        Report By
 BJ1278  HISTORY     - 1959     MONUMENTED       CGS
 BJ1278  HISTORY     - 1982     GOOD             LADTD
 BJ1278  HISTORY     - 20031012 GOOD             USPSQD
 BJ1278
 BJ1278                          STATION DESCRIPTION
 BJ1278
 BJ1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1278'1.6 MI N FROM COVINGTON.
 BJ1278'THE MARK IS LOCATED 1.6 MILES NORTH ALONG HIGHWAY 437 FROM ITS
 BJ1278'JUNCTION WITH U. S. HIGHWAY 190 IN COVINGTON, THENCE NORTH ALONG STATE
 BJ1278'HIGHWAY 25 FOR 1.2 MILES TO THE MARK ON THE LEFT.  IT IS 448 FEET
 BJ1278'NORTH THE SOUTHWEST END OF A CONCRETE CULVERT UNDER THE HIGHWAY, 45
 BJ1278'FEET WEST OF THE CENTER OF THE HIGHWAY AT STATION 161+38, 8.5 FEET
 BJ1278'SOUTH OF A POWER POLE, 360 FEET SOUTH OF THE CENTER OF A HIGH TENSION
 BJ1278'POWER LINE CROSSING THE HIGHWAY AND 1 FOOT NORTHWEST OF A METAL
 BJ1278'WITNESS POST BEARING A WHITE SIGN, AND SET IN THE TOP OF A 12 INCH
 BJ1278'ROUND CONCRETE POST PROJECTING 6 INCHES.
 BJ1278
 BJ1278                          STATION RECOVERY (1982)
 BJ1278
 BJ1278'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1278'RECOVERED IN GOOD CONDITION.
 BJ1278
 BJ1278                          STATION RECOVERY (2003)
 BJ1278
 BJ1278'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1278'BETTER LOCATION IS 50 FEET SW OF BIMOKA ROAD AND 39 FEET WEST OF LA 25
 BJ1278'ACROSS FROM WALLACE M. POOLE FIREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1276 ***********************************************************************
 BJ1276  DESIGNATION -  A 1225 LAGS
 BJ1276  PID         -  BJ1276
 BJ1276  STATE/COUNTY-  LA/ST TAMMANY
 BJ1276  USGS QUAD   -  MARTINVILLE (1983)
 BJ1276
 BJ1276                         *CURRENT SURVEY CONTROL
 BJ1276  ___________________________________________________________________
 BJ1276* NAD 83(1986)-  30 31 36.     (N)    090 07 34.     (W)     SCALED    
 BJ1276* NAVD 88     -        14.27   (+/-2cm)      46.8    (feet)  VERTCON   
 BJ1276  ___________________________________________________________________
 BJ1276  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ1276
 BJ1276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1276
 BJ1276.The horizontal coordinates were scaled from a topographic map and have
 BJ1276.an estimated accuracy of +/- 6 seconds.
 BJ1276
 BJ1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1276.The vertical order pertains to the NGVD 29 superseded value.
 BJ1276
 BJ1276.The geoid height was determined by GEOID03.
 BJ1276
 BJ1276;                    North         East    Units  Estimated Accuracy
 BJ1276;SPC LA S     -   225,260.    1,115,860.      MT  (+/- 180 meters Scaled)
 BJ1276
 BJ1276                          SUPERSEDED SURVEY CONTROL
 BJ1276
 BJ1276  NGVD 29 (??/??/??)   14.321  (m)           46.98   (f) ADJUSTED    2 0
 BJ1276
 BJ1276.Superseded values are not recommended for survey control.
 BJ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1276.See file dsdata.txt to determine how the superseded data were derived.
 BJ1276
 BJ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP757806(NAD 83)
 BJ1276_MARKER: DD = SURVEY DISK
 BJ1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1276_STAMPING: A 1225
 BJ1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1276+STABILITY: SURFACE MOTION
 BJ1276
 BJ1276  HISTORY     - Date     Condition        Report By
 BJ1276  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1276  HISTORY     - 1959     MARK NOT FOUND   CGS
 BJ1276
 BJ1276                          STATION DESCRIPTION
 BJ1276
 BJ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1276'4.0 MI N FROM COVINGTON.
 BJ1276'4.0 MILES NORTH ALONG STATE HIGHWAY 34 FROM THE GULF, MOBILE AND OHIO
 BJ1276'RAILROAD STATION AT COVINGTON, ST. TAMMANY PARISH, 125 FEET EAST OF A
 BJ1276'HOUSE (PAINTED LIGHT BLUE IN 1935), AT THE JUNCTION OF A PRIVATE
 BJ1276'DRIVEWAY LEADING TO THE HOUSE, 50 FEET SOUTHEAST OF THE CENTERLINE OF
 BJ1276'THE DRIVEWAY, AND 30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BJ1276'A STATE SURVEY STANDARD DISK, STAMPED A 1225 AND SET IN TOP OF A
 BJ1276'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1275 ***********************************************************************
 BJ1275  DESIGNATION -  A 1226 LAGS
 BJ1275  PID         -  BJ1275
 BJ1275  STATE/COUNTY-  LA/ST TAMMANY
 BJ1275  USGS QUAD   -  MARTINVILLE (1983)
 BJ1275
 BJ1275                         *CURRENT SURVEY CONTROL
 BJ1275  ___________________________________________________________________
 BJ1275* NAD 83(1992)-  30 32 09.09799(N)    090 07 58.79938(W)     ADJUSTED  
 BJ1275* NAVD 88     -        16.060  (meters)      52.69   (feet)  ADJUSTED  
 BJ1275  ___________________________________________________________________
 BJ1275  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ1275  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ1275  DYNAMIC HT  -          16.039 (meters)      52.62  (feet)  COMP
 BJ1275  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 BJ1275
 BJ1275  HORZ ORDER  -  SECOND
 BJ1275  VERT ORDER  -  SECOND    CLASS 0
 BJ1275
 BJ1275.The horizontal coordinates were established by classical geodetic methods
 BJ1275.and adjusted by the National Geodetic Survey in January 1993..
 BJ1275
 BJ1275.The orthometric height was determined by differential leveling
 BJ1275.and adjusted by the National Geodetic Survey in February 1994..
 BJ1275
 BJ1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1275
 BJ1275.The geoid height was determined by GEOID03.
 BJ1275
 BJ1275.The dynamic height is computed by dividing the NAVD 88
 BJ1275.geopotential number by the normal gravity value computed on the
 BJ1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1275.degrees latitude (g = 980.6199 gals.).
 BJ1275
 BJ1275.The modeled gravity was interpolated from observed gravity values.
 BJ1275
 BJ1275;                    North         East     Units Scale Factor Converg.
 BJ1275;SPC LA S     -   226,270.024 1,115,182.781   MT  0.99996920   +0 36 00.7
 BJ1275;SPC LA S     -   742,354.24  3,658,728.84   sFT  0.99996920   +0 36 00.7
 BJ1275;UTM  15      - 3,381,663.970   775,073.803   MT  1.00053355   +1 27 27.3
 BJ1275
 BJ1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1275!SPC LA S     -   1.00000173  x   0.99996920  =   0.99997093
 BJ1275!UTM  15      -   1.00000173  x   1.00053355  =   1.00053528
 BJ1275
 BJ1275                          SUPERSEDED SURVEY CONTROL
 BJ1275
 BJ1275  NAD 83(1986)-  30 32 09.11189(N)    090 07 58.79612(W) AD(       ) 2
 BJ1275  NGVD 29 (??/??/??)   16.167  (m)           53.04   (f) ADJUSTED    2 0
 BJ1275
 BJ1275.Superseded values are not recommended for survey control.
 BJ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1275.See file dsdata.txt to determine how the superseded data were derived.
 BJ1275
 BJ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7507481664(NAD 83)
 BJ1275_MARKER: DD = SURVEY DISK
 BJ1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1275_STAMPING: A 1226
 BJ1275_MARK LOGO: LAGS  
 BJ1275_PROJECTION: PROJECTING 3 CENTIMETERS
 BJ1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1275+STABILITY: SURFACE MOTION
 BJ1275
 BJ1275  HISTORY     - Date     Condition        Report By
 BJ1275  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1275  HISTORY     - 1959     GOOD             CGS
 BJ1275  HISTORY     - 1982     GOOD             LADTD
 BJ1275  HISTORY     - 20031012 GOOD             USPSQD
 BJ1275
 BJ1275                          STATION DESCRIPTION
 BJ1275
 BJ1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1275'4.6 MI N FROM COVINGTON.
 BJ1275'THE MARK IS LOCATED 1.6 MILES NORTH ALONG STATE HIGHWAY 437 FROM ITS
 BJ1275'JUNCTION WITH U.S. HIGHWAY 190 AT COVINGTON, THENCE NORTH ON STATE
 BJ1275'HIGHWAY 25 FOR 3.0 MILES TO THE MARK ON THE RIGHT.  IT IS 39 FEET EAST
 BJ1275'OF THE CENTERLINE OF THE NEW ROAD AT STATION 261-60, 1.5 FEET WEST OF
 BJ1275'A FENCE LINE WITH CONCRETE POSTS AND 1 FOOT EAST A METAL WITNESS POST
 BJ1275'BEARING A WHITE SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BJ1275'CONCRETE POST PROJECTING 1 INCH.
 BJ1275
 BJ1275                          STATION RECOVERY (1982)
 BJ1275
 BJ1275'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1275'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BJ1275'INTERSECTION OF STATE HIGHWAY 25 AND U.S. 190 NORTH OF COVINGTON, GO
 BJ1275'NORTH ALONG STATE HIGHWAY 25 FOR 4.7 KM (2.9 MI) TO THE STATION ON THE
 BJ1275'RIGHT, 9.7 METERS (31.8 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY
 BJ1275'25, 3.4 METERS (11 FT) WEST-NORTHWEST OF A 16-INCH PINE TREE,
 BJ1275'2.7 METERS (9 FT) SOUTHEAST OF A 10-INCH PINE, 0.6 METER (2 FT)
 BJ1275'SOUTHWEST OF A CONCRETE FENCE POST, 106.4 METERS (349 FT)
 BJ1275'EAST-SOUTHEAST OF BENCH MARK 52H037 LADH.
 BJ1275'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ1275'THE MARK IS 0.30 M BELOW LA 25.
 BJ1275
 BJ1275                          STATION RECOVERY (2003)
 BJ1275
 BJ1275'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1273 ***********************************************************************
 BJ1273  DESIGNATION -  A 1227 LAGS
 BJ1273  PID         -  BJ1273
 BJ1273  STATE/COUNTY-  LA/ST TAMMANY
 BJ1273  USGS QUAD   -  MARTINVILLE (1983)
 BJ1273
 BJ1273                         *CURRENT SURVEY CONTROL
 BJ1273  ___________________________________________________________________
 BJ1273* NAD 83(1986)-  30 32 41.     (N)    090 08 23.     (W)     SCALED    
 BJ1273* NAVD 88     -        18.74   (+/-2cm)      61.5    (feet)  VERTCON   
 BJ1273  ___________________________________________________________________
 BJ1273  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ1273
 BJ1273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1273
 BJ1273.The horizontal coordinates were scaled from a topographic map and have
 BJ1273.an estimated accuracy of +/- 6 seconds.
 BJ1273
 BJ1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1273.The vertical order pertains to the NGVD 29 superseded value.
 BJ1273
 BJ1273.The geoid height was determined by GEOID03.
 BJ1273
 BJ1273;                    North         East    Units  Estimated Accuracy
 BJ1273;SPC LA S     -   227,250.    1,114,530.      MT  (+/- 180 meters Scaled)
 BJ1273
 BJ1273                          SUPERSEDED SURVEY CONTROL
 BJ1273
 BJ1273  NGVD 29 (??/??/??)   18.815  (m)           61.73   (f) ADJUSTED    2 0
 BJ1273
 BJ1273.Superseded values are not recommended for survey control.
 BJ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1273.See file dsdata.txt to determine how the superseded data were derived.
 BJ1273
 BJ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP744826(NAD 83)
 BJ1273_MARKER: DD = SURVEY DISK
 BJ1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1273_STAMPING: A-1227
 BJ1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1273+STABILITY: SURFACE MOTION
 BJ1273
 BJ1273  HISTORY     - Date     Condition        Report By
 BJ1273  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1273  HISTORY     - 1935     GOOD             CGS
 BJ1273  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1273
 BJ1273                          STATION DESCRIPTION
 BJ1273
 BJ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BJ1273'5.5 MI N FROM COVINGTON.
 BJ1273'5.5 MILES NORTH NEW ORLEANS AND GREAT NORTHERN DEPOT AT COVINGTON. 130
 BJ1273'FEET EAST OF HOUSE, 30 FEET WEST OF CENTER LINE OF STATE HIGHWAY 34, 3
 BJ1273'FEET SOUTH OF PATHWAY TO HOUSE.
 BJ1273
 BJ1273                          STATION RECOVERY (1955)
 BJ1273
 BJ1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BJ1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1274 ***********************************************************************
 BJ1274  DESIGNATION -  A 1227 LAGS RESET 1959
 BJ1274  PID         -  BJ1274
 BJ1274  STATE/COUNTY-  LA/ST TAMMANY
 BJ1274  USGS QUAD   -  MARTINVILLE (1983)
 BJ1274
 BJ1274                         *CURRENT SURVEY CONTROL
 BJ1274  ___________________________________________________________________
 BJ1274* NAD 83(1986)-  30 32 41.     (N)    090 08 23.     (W)     SCALED    
 BJ1274* NAVD 88     -        18.757  (meters)      61.54   (feet)  ADJUSTED  
 BJ1274  ___________________________________________________________________
 BJ1274  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ1274  DYNAMIC HT  -          18.733 (meters)      61.46  (feet)  COMP
 BJ1274  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BJ1274
 BJ1274  VERT ORDER  -  SECOND    CLASS I
 BJ1274
 BJ1274.The horizontal coordinates were scaled from a topographic map and have
 BJ1274.an estimated accuracy of +/- 6 seconds.
 BJ1274
 BJ1274.The orthometric height was determined by differential leveling
 BJ1274.and adjusted by the National Geodetic Survey in February 1994..
 BJ1274
 BJ1274.The geoid height was determined by GEOID03.
 BJ1274
 BJ1274.The dynamic height is computed by dividing the NAVD 88
 BJ1274.geopotential number by the normal gravity value computed on the
 BJ1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1274.degrees latitude (g = 980.6199 gals.).
 BJ1274
 BJ1274.The modeled gravity was interpolated from observed gravity values.
 BJ1274
 BJ1274;                    North         East    Units  Estimated Accuracy
 BJ1274;SPC LA S     -   227,250.    1,114,530.      MT  (+/- 180 meters Scaled)
 BJ1274
 BJ1274                          SUPERSEDED SURVEY CONTROL
 BJ1274
 BJ1274  NGVD 29 (??/??/??)   18.83   (m)           61.8    (f) RESET       3  
 BJ1274
 BJ1274.Superseded values are not recommended for survey control.
 BJ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1274.See file dsdata.txt to determine how the superseded data were derived.
 BJ1274
 BJ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP744826(NAD 83)
 BJ1274_MARKER: DD = SURVEY DISK
 BJ1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1274_STAMPING: A 1227 RESET 1959
 BJ1274_MARK LOGO: LAGS  
 BJ1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1274+STABILITY: SURFACE MOTION
 BJ1274
 BJ1274  HISTORY     - Date     Condition        Report By
 BJ1274  HISTORY     - 1959     MONUMENTED       CGS
 BJ1274  HISTORY     - 1982     GOOD             LADTD
 BJ1274
 BJ1274                          STATION DESCRIPTION
 BJ1274
 BJ1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1274'1.6 MI N FROM COVINGTON.
 BJ1274'THE MARK IS LOCATED 1.6 MILES NORTH ALONG STATE HIGHWAY 437 FROM ITS
 BJ1274'JUNCTION WITH U. S. HIGHWAY 190, THENCE NORTH ALONG STATE HIGHWAY 25
 BJ1274'FOR 3.7 MILES TO THE MARK ON THE LEFT.  IT IS 45 FEET SOUTHWEST OF THE
 BJ1274'CENTER OF THE HIGHWAY AT STATION 299+59, 114 FEET EAST OF THE
 BJ1274'NORTHEAST CORNER OF A SMALL WHITE HOUSE WITH A TIN ROOF, 78 FEET
 BJ1274'NORTHEAST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 1 FOOT SOUTHEAST
 BJ1274'OF A FENCE LINE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST BEARING A
 BJ1274'WHITE SIGN, AND SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BJ1274'PROJECTING 6 INCHES.
 BJ1274
 BJ1274                          STATION RECOVERY (1982)
 BJ1274
 BJ1274'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1271 ***********************************************************************
 BJ1271  DESIGNATION -  A 1228 LAGS
 BJ1271  PID         -  BJ1271
 BJ1271  STATE/COUNTY-  LA/ST TAMMANY
 BJ1271  USGS QUAD   -  MARTINVILLE (1983)
 BJ1271
 BJ1271                         *CURRENT SURVEY CONTROL
 BJ1271  ___________________________________________________________________
 BJ1271* NAD 83(1986)-  30 33 42.     (N)    090 09 05.     (W)     SCALED    
 BJ1271* NAVD 88     -        27.89   (+/-2cm)      91.5    (feet)  VERTCON   
 BJ1271  ___________________________________________________________________
 BJ1271  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ1271
 BJ1271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1271
 BJ1271.The horizontal coordinates were scaled from a topographic map and have
 BJ1271.an estimated accuracy of +/- 6 seconds.
 BJ1271
 BJ1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1271.The vertical order pertains to the NGVD 29 superseded value.
 BJ1271
 BJ1271.The geoid height was determined by GEOID03.
 BJ1271
 BJ1271;                    North         East    Units  Estimated Accuracy
 BJ1271;SPC LA S     -   229,110.    1,113,390.      MT  (+/- 180 meters Scaled)
 BJ1271
 BJ1271                          SUPERSEDED SURVEY CONTROL
 BJ1271
 BJ1271  NGVD 29 (??/??/??)   27.975  (m)           91.78   (f) ADJUSTED    2 0
 BJ1271
 BJ1271.Superseded values are not recommended for survey control.
 BJ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1271.See file dsdata.txt to determine how the superseded data were derived.
 BJ1271
 BJ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP732844(NAD 83)
 BJ1271_MARKER: DD = SURVEY DISK
 BJ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1271_STAMPING: A 1228 92
 BJ1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1271+STABILITY: SURFACE MOTION
 BJ1271
 BJ1271  HISTORY     - Date     Condition        Report By
 BJ1271  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1271  HISTORY     - 1955     GOOD             CGS
 BJ1271
 BJ1271                          STATION DESCRIPTION
 BJ1271
 BJ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1271'5.25 MI S FROM FOLSOM.
 BJ1271'LOCATED 5.25 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE MAIN
 BJ1271'CROSSROAD IN FOLSOM, AT THE ENTRANCE TO THE S ODENHEIM PROPERTY, 90
 BJ1271'FEET SOUTH OF THE SOUTHWEST END OF THE LARGE ARCHED IRON GATE, 28 FEET
 BJ1271'EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET WEST OF A METAL FENCE,
 BJ1271'8 FEET NORTHEAST OF POLE NO. 118 AND 9 FEET NORTHWEST OF THE BOTTOM OF
 BJ1271'A BRACE POLE.  IT IS A STANDARD U.S. COAST AND GEODETIC AND STATE
 BJ1271'SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 BJ1271'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1272 ***********************************************************************
 BJ1272  DESIGNATION -  A 1228 LAGS RESET 1959
 BJ1272  PID         -  BJ1272
 BJ1272  STATE/COUNTY-  LA/ST TAMMANY
 BJ1272  USGS QUAD   -  MARTINVILLE (1983)
 BJ1272
 BJ1272                         *CURRENT SURVEY CONTROL
 BJ1272  ___________________________________________________________________
 BJ1272* NAD 83(1992)-  30 33 41.28346(N)    090 09 06.18511(W)     ADJUSTED  
 BJ1272* NAVD 88     -        28.033  (meters)      91.97   (feet)  ADJUSTED  
 BJ1272  ___________________________________________________________________
 BJ1272  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BJ1272  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ1272  DYNAMIC HT  -          27.997 (meters)      91.85  (feet)  COMP
 BJ1272  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BJ1272
 BJ1272  HORZ ORDER  -  SECOND
 BJ1272  VERT ORDER  -  SECOND    CLASS I
 BJ1272
 BJ1272.The horizontal coordinates were established by classical geodetic methods
 BJ1272.and adjusted by the National Geodetic Survey in January 1993..
 BJ1272
 BJ1272.The orthometric height was determined by differential leveling
 BJ1272.and adjusted by the National Geodetic Survey in February 1994..
 BJ1272
 BJ1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1272
 BJ1272.The geoid height was determined by GEOID03.
 BJ1272
 BJ1272.The dynamic height is computed by dividing the NAVD 88
 BJ1272.geopotential number by the normal gravity value computed on the
 BJ1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1272.degrees latitude (g = 980.6199 gals.).
 BJ1272
 BJ1272.The modeled gravity was interpolated from observed gravity values.
 BJ1272
 BJ1272;                    North         East     Units Scale Factor Converg.
 BJ1272;SPC LA S     -   229,089.968 1,113,357.388   MT  0.99997347   +0 35 27.0
 BJ1272;SPC LA S     -   751,606.00  3,652,740.03   sFT  0.99997347   +0 35 27.0
 BJ1272;UTM  15      - 3,384,457.821   773,205.356   MT  1.00052090   +1 26 56.9
 BJ1272
 BJ1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1272!SPC LA S     -   0.99999986  x   0.99997347  =   0.99997333
 BJ1272!UTM  15      -   0.99999986  x   1.00052090  =   1.00052076
 BJ1272
 BJ1272                          SUPERSEDED SURVEY CONTROL
 BJ1272
 BJ1272  NAD 83(1986)-  30 33 41.29738(N)    090 09 06.18210(W) AD(       ) 2
 BJ1272  NGVD 29 (??/??/??)   28.11   (m)           92.2    (f) RESET       3  
 BJ1272
 BJ1272.Superseded values are not recommended for survey control.
 BJ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1272.See file dsdata.txt to determine how the superseded data were derived.
 BJ1272
 BJ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7320584458(NAD 83)
 BJ1272_MARKER: DD = SURVEY DISK
 BJ1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1272_STAMPING: A 1228 RESET 1959
 BJ1272_MARK LOGO: LAGS  
 BJ1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1272+STABILITY: SURFACE MOTION
 BJ1272
 BJ1272  HISTORY     - Date     Condition        Report By
 BJ1272  HISTORY     - 1959     MONUMENTED       CGS
 BJ1272  HISTORY     - 1982     GOOD             LADTD
 BJ1272
 BJ1272                          STATION DESCRIPTION
 BJ1272
 BJ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1272'1.6 MI N FROM COVINGTON.
 BJ1272'THE MARK IS LOCATED NORTH 1.6 MILES ALONG STATE HIGHWAY 437 FROM ITS
 BJ1272'JUNCTION WITH U. S. HIGHWAY 190, THENCE NORTH ALONG STATE HIGHWAY 25
 BJ1272'FOR 5.1 MILES TO THE TOP OF THE HILL AT THE ENTRANCE TO THE ODENHEIM
 BJ1272'ESTATE.  IT IS 38 FEET EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 47
 BJ1272'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE DRIVEWAY TO THE ESTATE, 63
 BJ1272'FEET SOUTHWEST OF THE SOUTHWEST POST OF THE ARCHWAY TO THE ENTRANCE, 2
 BJ1272'FEET NORTHWEST OF A 2 FOOT SQUARE BRICK PILLAR USED AS A FENCE CORNER,
 BJ1272'4 FEET SOUTHEAST OF A TWIN CEDAR TREE AND 1 FOOT NORTHEAST OF A METAL
 BJ1272'WITNESS POST BEARING A WHITE METAL SIGN, AND SET IN THE TOP OF A 12
 BJ1272'INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 BJ1272
 BJ1272                          STATION RECOVERY (1982)
 BJ1272
 BJ1272'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1272'RECOVERED IN GOOD CONDITION EXCEPT DELETE FROM DESCRIPTION (4 FEET
 BJ1272'SOUTHEAST OF A TWIN CEDAR TREE) AS CEDAR TREE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1408 ***********************************************************************
 BX1408  DESIGNATION -  A 123
 BX1408  PID         -  BX1408
 BX1408  STATE/COUNTY-  LA/GRANT
 BX1408  USGS QUAD   -  VERDA (1983)
 BX1408
 BX1408                         *CURRENT SURVEY CONTROL
 BX1408  ___________________________________________________________________
 BX1408* NAD 83(1986)-  31 42 00.     (N)    092 46 23.     (W)     SCALED    
 BX1408* NAVD 88     -        65.25   (+/-2cm)     214.1    (feet)  VERTCON   
 BX1408  ___________________________________________________________________
 BX1408  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1408
 BX1408  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1408
 BX1408.The horizontal coordinates were scaled from a topographic map and have
 BX1408.an estimated accuracy of +/- 6 seconds.
 BX1408
 BX1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1408.The vertical order pertains to the NGVD 29 superseded value.
 BX1408
 BX1408.The geoid height was determined by GEOID03.
 BX1408
 BX1408;                    North         East    Units  Estimated Accuracy
 BX1408;SPC LA N     -   133,080.      974,120.      MT  (+/- 180 meters Scaled)
 BX1408
 BX1408                          SUPERSEDED SURVEY CONTROL
 BX1408
 BX1408  NGVD 29 (??/??/??)   65.259  (m)          214.10   (f) ADJUSTED    1 2
 BX1408
 BX1408.Superseded values are not recommended for survey control.
 BX1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1408.See file dsdata.txt to determine how the superseded data were derived.
 BX1408
 BX1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR215072(NAD 83)
 BX1408_MARKER: DB = BENCH MARK DISK
 BX1408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1408_SP_SET: BUILDING
 BX1408_STAMPING: A 123 1949
 BX1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1408
 BX1408  HISTORY     - Date     Condition        Report By
 BX1408  HISTORY     - 1949     MONUMENTED       CGS
 BX1408  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1408
 BX1408                          STATION DESCRIPTION
 BX1408
 BX1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1408'IN VERDA.
 BX1408'AT VERDA, AT THE HIGH SCHOOL, SET VERTICALLY IN THE NORTH BRICK WALL
 BX1408'OF THE SCHOOL BUILDING, 29.0 FEET WEST OF THE NORTHEAST CORNER OF THE
 BX1408'BUILDING, 15.0 FEET EAST OF THE CENTER OF THE NORTH ENTRANCE, 3.0 FEET
 BX1408'ABOVE THE GROUND.
 BX1408
 BX1408                          STATION RECOVERY (2001)
 BX1408
 BX1408'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1269 ***********************************************************************
 BJ1269  DESIGNATION -  A 1230 LAGS
 BJ1269  PID         -  BJ1269
 BJ1269  STATE/COUNTY-  LA/ST TAMMANY
 BJ1269  USGS QUAD   -  MARTINVILLE (1983)
 BJ1269
 BJ1269                         *CURRENT SURVEY CONTROL
 BJ1269  ___________________________________________________________________
 BJ1269* NAD 83(1986)-  30 34 45.     (N)    090 09 49.     (W)     SCALED    
 BJ1269* NAVD 88     -        34.84   (+/-2cm)     114.3    (feet)  VERTCON   
 BJ1269  ___________________________________________________________________
 BJ1269  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ1269
 BJ1269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1269
 BJ1269.The horizontal coordinates were scaled from a topographic map and have
 BJ1269.an estimated accuracy of +/- 6 seconds.
 BJ1269
 BJ1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1269.The vertical order pertains to the NGVD 29 superseded value.
 BJ1269
 BJ1269.The geoid height was determined by GEOID03.
 BJ1269
 BJ1269;                    North         East    Units  Estimated Accuracy
 BJ1269;SPC LA S     -   231,040.    1,112,200.      MT  (+/- 180 meters Scaled)
 BJ1269
 BJ1269                          SUPERSEDED SURVEY CONTROL
 BJ1269
 BJ1269  NGVD 29 (??/??/??)   34.917  (m)          114.56   (f) ADJUSTED    2 0
 BJ1269
 BJ1269.Superseded values are not recommended for survey control.
 BJ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1269.See file dsdata.txt to determine how the superseded data were derived.
 BJ1269
 BJ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP720863(NAD 83)
 BJ1269_MARKER: DD = SURVEY DISK
 BJ1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1269_STAMPING: A 1230 115
 BJ1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1269+STABILITY: SURFACE MOTION
 BJ1269
 BJ1269  HISTORY     - Date     Condition        Report By
 BJ1269  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1269  HISTORY     - 1955     GOOD             CGS
 BJ1269
 BJ1269                          STATION DESCRIPTION
 BJ1269
 BJ1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1269'3.8 MI S FROM FOLSOM.
 BJ1269'LOCATED 3.8 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE MAIN CROSSROAD
 BJ1269'IN FOLSOM, 3 POLES NORTH OF A SIDE ROAD LEADING WEST, 27 FEET EAST OF
 BJ1269'THE CENTERLINE OF STATE HIGHWAY 34, 12 FEET NORTH OF POLE NO. 144 AND
 BJ1269'4 FEET WEST OF A NORTH-SOUTH FENCE.  IT IS A STANDARD U.S. COAST AND
 BJ1269'GEODETIC AND STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 BJ1269'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1270 ***********************************************************************
 BJ1270  DESIGNATION -  A 1230 LAGS RESET 1959
 BJ1270  PID         -  BJ1270
 BJ1270  STATE/COUNTY-  LA/ST TAMMANY
 BJ1270  USGS QUAD   -  MARTINVILLE (1983)
 BJ1270
 BJ1270                         *CURRENT SURVEY CONTROL
 BJ1270  ___________________________________________________________________
 BJ1270* NAD 83(1986)-  30 34 45.     (N)    090 09 50.     (W)     SCALED    
 BJ1270* NAVD 88     -        34.885  (meters)     114.45   (feet)  ADJUSTED  
 BJ1270  ___________________________________________________________________
 BJ1270  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ1270  DYNAMIC HT  -          34.840 (meters)     114.30  (feet)  COMP
 BJ1270  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BJ1270
 BJ1270  VERT ORDER  -  SECOND    CLASS I
 BJ1270
 BJ1270.The horizontal coordinates were scaled from a topographic map and have
 BJ1270.an estimated accuracy of +/- 6 seconds.
 BJ1270
 BJ1270.The orthometric height was determined by differential leveling
 BJ1270.and adjusted by the National Geodetic Survey in February 1994..
 BJ1270
 BJ1270.The geoid height was determined by GEOID03.
 BJ1270
 BJ1270.The dynamic height is computed by dividing the NAVD 88
 BJ1270.geopotential number by the normal gravity value computed on the
 BJ1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1270.degrees latitude (g = 980.6199 gals.).
 BJ1270
 BJ1270.The modeled gravity was interpolated from observed gravity values.
 BJ1270
 BJ1270;                    North         East    Units  Estimated Accuracy
 BJ1270;SPC LA S     -   231,040.    1,112,170.      MT  (+/- 180 meters Scaled)
 BJ1270
 BJ1270                          SUPERSEDED SURVEY CONTROL
 BJ1270
 BJ1270  NGVD 29 (??/??/??)   34.95   (m)          114.7    (f) RESET       3  
 BJ1270
 BJ1270.Superseded values are not recommended for survey control.
 BJ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1270.See file dsdata.txt to determine how the superseded data were derived.
 BJ1270
 BJ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP719863(NAD 83)
 BJ1270_MARKER: DD = SURVEY DISK
 BJ1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1270_STAMPING: A 1230 RESET 1959
 BJ1270_MARK LOGO: LAGS  
 BJ1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1270+STABILITY: SURFACE MOTION
 BJ1270
 BJ1270  HISTORY     - Date     Condition        Report By
 BJ1270  HISTORY     - 1959     MONUMENTED       CGS
 BJ1270  HISTORY     - 1982     GOOD             LADTD
 BJ1270
 BJ1270                          STATION DESCRIPTION
 BJ1270
 BJ1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1270'3.75 MI SE FROM FOLSOM.
 BJ1270'THE MARK IS LOCATED 3.75 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM
 BJ1270'THE CROSS ROAD AND TRAFFIC LIGHT AT FOLSOM.  IT IS 1.35 MILE NORTHWEST
 BJ1270'OF BM A 1228 RESET 1959.  IT IS 0.1 MILE NORTHWEST OF A SIDEROAD
 BJ1270'LEADING SOUTHWEST AND IN THE NORTHEAST ANGLE OF THE JUNCTION OF THE
 BJ1270'HIGHWAY AND A FARMROAD LEADING EAST.  IT IS 39 FEET NORTH-NORTHEAST OF
 BJ1270'THE CENTER OF THE HIGHWAY AT STATION 446+17, 74 FEET NORTHWEST OF THE
 BJ1270'DRIVEWAY LEADING TO THE RUSSEL BRUHL HOUSE WHICH IS ABOUT 0.1 MILE
 BJ1270'FROM THE HIGHWAY, 11 FEET NORTHWEST OF A POWER POLE AND 1 FOOT EAST OF
 BJ1270'A METAL WITNESS POST BEARING A WHITE SIGN, AND SET IN THE TOP OF A 12
 BJ1270'INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 BJ1270
 BJ1270                          STATION RECOVERY (1982)
 BJ1270
 BJ1270'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1268 ***********************************************************************
 BJ1268  DESIGNATION -  A 1231 LAGS
 BJ1268  PID         -  BJ1268
 BJ1268  STATE/COUNTY-  LA/ST TAMMANY
 BJ1268  USGS QUAD   -  MARTINVILLE (1983)
 BJ1268
 BJ1268                         *CURRENT SURVEY CONTROL
 BJ1268  ___________________________________________________________________
 BJ1268* NAD 83(1986)-  30 35 13.     (N)    090 10 11.     (W)     SCALED    
 BJ1268* NAVD 88     -        35.59   (+/-2cm)     116.8    (feet)  VERTCON   
 BJ1268  ___________________________________________________________________
 BJ1268  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ1268
 BJ1268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1268
 BJ1268.The horizontal coordinates were scaled from a topographic map and have
 BJ1268.an estimated accuracy of +/- 6 seconds.
 BJ1268
 BJ1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1268.The vertical order pertains to the NGVD 29 superseded value.
 BJ1268
 BJ1268.The geoid height was determined by GEOID03.
 BJ1268
 BJ1268;                    North         East    Units  Estimated Accuracy
 BJ1268;SPC LA S     -   231,900.    1,111,600.      MT  (+/- 180 meters Scaled)
 BJ1268
 BJ1268                          SUPERSEDED SURVEY CONTROL
 BJ1268
 BJ1268  NGVD 29 (??/??/??)   35.671  (m)          117.03   (f) ADJUSTED    2 0
 BJ1268
 BJ1268.Superseded values are not recommended for survey control.
 BJ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1268.See file dsdata.txt to determine how the superseded data were derived.
 BJ1268
 BJ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP714872(NAD 83)
 BJ1268_MARKER: DD = SURVEY DISK
 BJ1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1268_STAMPING: A 1231
 BJ1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1268+STABILITY: SURFACE MOTION
 BJ1268
 BJ1268  HISTORY     - Date     Condition        Report By
 BJ1268  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1268  HISTORY     - 1959     MARK NOT FOUND   CGS
 BJ1268  HISTORY     - 1980     MARK NOT FOUND   USGS
 BJ1268
 BJ1268                          STATION DESCRIPTION
 BJ1268
 BJ1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1268'3.1 MI S FROM FOLSOM.
 BJ1268'3.1 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE MAIN CROSSROADS AT
 BJ1268'FOLSOM, ST. TAMMANY PARISH, ACROSS THE HIGHWAY FROM AN OLD ROAD
 BJ1268'JUNCTION, 73 FEET NORTH OF A TELEPHONE POLE, AND 36 FEET EAST OF THE
 BJ1268'CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED A
 BJ1268'1231 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SITE DESCRIBED
 BJ1268'IS NOW ON THE WEST SIDE OF A TUNG ORCHARD.
 BJ1268
 BJ1268                          STATION RECOVERY (1980)
 BJ1268
 BJ1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BJ1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1266 ***********************************************************************
 BJ1266  DESIGNATION -  A 1232 LAGS
 BJ1266  PID         -  BJ1266
 BJ1266  STATE/COUNTY-  LA/ST TAMMANY
 BJ1266  USGS QUAD   -  MARTINVILLE (1983)
 BJ1266
 BJ1266                         *CURRENT SURVEY CONTROL
 BJ1266  ___________________________________________________________________
 BJ1266* NAD 83(1986)-  30 35 58.     (N)    090 10 45.     (W)     SCALED    
 BJ1266* NAVD 88     -        40.30   (+/-2cm)     132.2    (feet)  VERTCON   
 BJ1266  ___________________________________________________________________
 BJ1266  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1266
 BJ1266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1266
 BJ1266.The horizontal coordinates were scaled from a topographic map and have
 BJ1266.an estimated accuracy of +/- 6 seconds.
 BJ1266
 BJ1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1266.The vertical order pertains to the NGVD 29 superseded value.
 BJ1266
 BJ1266.The geoid height was determined by GEOID03.
 BJ1266
 BJ1266;                    North         East    Units  Estimated Accuracy
 BJ1266;SPC LA S     -   233,270.    1,110,680.      MT  (+/- 180 meters Scaled)
 BJ1266
 BJ1266                          SUPERSEDED SURVEY CONTROL
 BJ1266
 BJ1266  NGVD 29 (??/??/??)   40.375  (m)          132.46   (f) ADJUSTED    2 0
 BJ1266
 BJ1266.Superseded values are not recommended for survey control.
 BJ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1266.See file dsdata.txt to determine how the superseded data were derived.
 BJ1266
 BJ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP704886(NAD 83)
 BJ1266_MARKER: DD = SURVEY DISK
 BJ1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1266_STAMPING: A 1232 133
 BJ1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1266+STABILITY: SURFACE MOTION
 BJ1266
 BJ1266  HISTORY     - Date     Condition        Report By
 BJ1266  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1266  HISTORY     - 1955     GOOD             CGS
 BJ1266  HISTORY     - 20060424 MARK NOT FOUND   NGS
 BJ1266
 BJ1266                          STATION DESCRIPTION
 BJ1266
 BJ1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1266'2.15 MI S FROM FOLSOM.
 BJ1266'LOCATED 2.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE MAIN
 BJ1266'CROSSROAD IN FOLSOM, AT A CROSSROAD ON THE TOP OF A HILL AT THE MARTIN
 BJ1266'STOCK FARM, IN A FENCE CORNER AT THE NORTHWEST ANGLE OF THE CROSSROAD.
 BJ1266'IT IS 34 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 34, 41 FEET
 BJ1266'NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 31 FEET NORTH OF
 BJ1266'TELEPHONE POLE NO. 123, 6 FEET WEST OF A FENCE CORNER, 6.5 FEET
 BJ1266'SOUTHWEST OF THE SOUTH END OF A METAL GATE AND 11 FEET SOUTH OF THE
 BJ1266'CENTERLINE OF A DRIVEWAY LEADING TO A SMALL RED HOUSE.  IT IS A
 BJ1266'STANDARD U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK SET IN
 BJ1266'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BJ1266'THE ROAD.
 BJ1266
 BJ1266                          STATION RECOVERY (2006)
 BJ1266
 BJ1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ1266'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1267 ***********************************************************************
 BJ1267  DESIGNATION -  A 1232 LAGS RESET 1959
 BJ1267  PID         -  BJ1267
 BJ1267  STATE/COUNTY-  LA/ST TAMMANY
 BJ1267  USGS QUAD   -  MARTINVILLE (1983)
 BJ1267
 BJ1267                         *CURRENT SURVEY CONTROL
 BJ1267  ___________________________________________________________________
 BJ1267* NAD 83(1992)-  30 35 57.89513(N)    090 10 45.56245(W)     ADJUSTED  
 BJ1267* NAVD 88     -        40.328  (meters)     132.31   (feet)  ADJUSTED  
 BJ1267  ___________________________________________________________________
 BJ1267  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BJ1267  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1267  DYNAMIC HT  -          40.275 (meters)     132.14  (feet)  COMP
 BJ1267  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ1267
 BJ1267  HORZ ORDER  -  SECOND
 BJ1267  VERT ORDER  -  SECOND    CLASS I
 BJ1267
 BJ1267.The horizontal coordinates were established by classical geodetic methods
 BJ1267.and adjusted by the National Geodetic Survey in January 1993..
 BJ1267
 BJ1267.The orthometric height was determined by differential leveling
 BJ1267.and adjusted by the National Geodetic Survey in February 1994..
 BJ1267
 BJ1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1267
 BJ1267.The geoid height was determined by GEOID03.
 BJ1267
 BJ1267.The dynamic height is computed by dividing the NAVD 88
 BJ1267.geopotential number by the normal gravity value computed on the
 BJ1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1267.degrees latitude (g = 980.6199 gals.).
 BJ1267
 BJ1267.The modeled gravity was interpolated from observed gravity values.
 BJ1267
 BJ1267;                    North         East     Units Scale Factor Converg.
 BJ1267;SPC LA S     -   233,269.635 1,110,666.865   MT  0.99998015   +0 34 37.3
 BJ1267;SPC LA S     -   765,318.79  3,643,912.87   sFT  0.99998015   +0 34 37.3
 BJ1267;UTM  15      - 3,388,598.896   770,451.002   MT  1.00050241   +1 26 12.1
 BJ1267
 BJ1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1267!SPC LA S     -   0.99999793  x   0.99998015  =   0.99997808
 BJ1267!UTM  15      -   0.99999793  x   1.00050241  =   1.00050034
 BJ1267
 BJ1267                          SUPERSEDED SURVEY CONTROL
 BJ1267
 BJ1267  NAD 83(1986)-  30 35 57.90877(N)    090 10 45.55975(W) AD(       ) 2
 BJ1267  NGVD 29 (??/??/??)   40.41   (m)          132.6    (f) RESET       3  
 BJ1267
 BJ1267.Superseded values are not recommended for survey control.
 BJ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1267.See file dsdata.txt to determine how the superseded data were derived.
 BJ1267
 BJ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7045188599(NAD 83)
 BJ1267_MARKER: DB = BENCH MARK DISK
 BJ1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1267_STAMPING: A 1232 RESET 1959
 BJ1267_MARK LOGO: LAGS  
 BJ1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1267+STABILITY: SURFACE MOTION
 BJ1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1267+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 BJ1267
 BJ1267  HISTORY     - Date     Condition        Report By
 BJ1267  HISTORY     - 1959     MONUMENTED       CGS
 BJ1267  HISTORY     - 1979     GOOD             LADTD
 BJ1267  HISTORY     - 1982     GOOD             LADTD
 BJ1267  HISTORY     - 20060424 GOOD             NGS
 BJ1267
 BJ1267                          STATION DESCRIPTION
 BJ1267
 BJ1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1267'2.15 MI SE FROM FOLSOM.
 BJ1267'THE MARK IS LOCATED 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM
 BJ1267'THE CROSSROAD AND TRAFFIC LIGHT, OPPOSITE THE MARTIN STOCK FARM.  IT
 BJ1267'IS 1.6 MILE NORTHWEST OF BM A 1230 RESET 1959.  IT IS 39 FEET
 BJ1267'WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY AT STATION 534+94,
 BJ1267'OPPOSITE THE SIDE ROAD LEADING SOUTHEAST PAST THE MARTIN HOUSE, 56
 BJ1267'FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE MARTIN
 BJ1267'HOUSE, 6 FEET SOUTH OF THE SOUTH END OF A METAL GATE, 1 FOOT EAST OF A
 BJ1267'FENCE LINE, 13 FEET NORTH OF THE PROJECTED CENTERLINE OF THE ROAD
 BJ1267'LEADING SOUTHEAST, 72 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 BJ1267'A PUMP HOUSE, AND SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BJ1267'PROJECTING 6 INCHES.  IT IS 1 FOOT WEST OF A METAL WITNESS POST
 BJ1267'BEARING A WHITE SIGN.
 BJ1267
 BJ1267                          STATION RECOVERY (1979)
 BJ1267
 BJ1267'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ1267'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 22, T5S,
 BJ1267'R10E.  OWNERSHIP--  THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ1267'DEVELOPMENT.
 BJ1267'
 BJ1267'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 BJ1267'40 IN FOLSOM GO SOUTH ON HIGHWAY 25 FOR 3.1 KM (2 MILES) TO THE
 BJ1267'STATION ON THE RIGHT BETWEEN TWO GRAVEL DRIVES.
 BJ1267'
 BJ1267'THE STATION IS A STANDARD LGS DISK STAMPED---A 1232 RESET
 BJ1267'1959--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BJ1267'DIAMETER PROJECTING 10 CM ABOVE THE GROUND LOCATED 16.5 METERS SSE
 BJ1267'FROM A RIGHT-OF-WAY MARKER., 13.4 METERS NNW FROM THE CENTER OF A
 BJ1267'GRAVEL DRIVE., 11.9 METERS WSW FROM THE CENTER OF HIGHWAY 25., 9.0
 BJ1267'METERS N FROM A POWER POLE WITH A TRANSFORMER ATTACHED., AND 0.3
 BJ1267'METERS W FROM A METAL WITNESS POST AND SIGN.
 BJ1267
 BJ1267                          STATION RECOVERY (1982)
 BJ1267
 BJ1267'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1267'RECOVERED IN GOOD CONDITION.
 BJ1267
 BJ1267                          STATION RECOVERY (2006)
 BJ1267
 BJ1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ1267'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1264 ***********************************************************************
 BJ1264  DESIGNATION -  A 1233 LAGS
 BJ1264  PID         -  BJ1264
 BJ1264  STATE/COUNTY-  LA/ST TAMMANY
 BJ1264  USGS QUAD   -  MARTINVILLE (1983)
 BJ1264
 BJ1264                         *CURRENT SURVEY CONTROL
 BJ1264  ___________________________________________________________________
 BJ1264* NAD 83(1986)-  30 36 13.     (N)    090 10 51.     (W)     SCALED    
 BJ1264* NAVD 88     -        38.15   (+/-2cm)     125.2    (feet)  VERTCON   
 BJ1264  ___________________________________________________________________
 BJ1264  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1264
 BJ1264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1264
 BJ1264.The horizontal coordinates were scaled from a topographic map and have
 BJ1264.an estimated accuracy of +/- 6 seconds.
 BJ1264
 BJ1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1264.The vertical order pertains to the NGVD 29 superseded value.
 BJ1264
 BJ1264.The geoid height was determined by GEOID03.
 BJ1264
 BJ1264;                    North         East    Units  Estimated Accuracy
 BJ1264;SPC LA S     -   233,730.    1,110,520.      MT  (+/- 180 meters Scaled)
 BJ1264
 BJ1264                          SUPERSEDED SURVEY CONTROL
 BJ1264
 BJ1264  NGVD 29 (??/??/??)   38.229  (m)          125.42   (f) ADJUSTED    2 0
 BJ1264
 BJ1264.Superseded values are not recommended for survey control.
 BJ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1264.See file dsdata.txt to determine how the superseded data were derived.
 BJ1264
 BJ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP702890(NAD 83)
 BJ1264_MARKER: DD = SURVEY DISK
 BJ1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1264_STAMPING: A 1233 125
 BJ1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1264+STABILITY: SURFACE MOTION
 BJ1264
 BJ1264  HISTORY     - Date     Condition        Report By
 BJ1264  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1264  HISTORY     - 1955     GOOD             CGS
 BJ1264
 BJ1264                          STATION DESCRIPTION
 BJ1264
 BJ1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1264'1.85 MI S FROM FOLSOM.
 BJ1264'LOCATED 1.85 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE MAIN
 BJ1264'CROSSROAD IN FOLSOM, 0.3 MILE NORTH FROM THE TOP OF THE HILL AND
 BJ1264'MARTINS STOCK FARM, 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BJ1264'FRAME HOUSE, 23 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 34, 15
 BJ1264'FEET EAST OF A 18-INCH TREE, 50 FEET SOUTH OF POLE NO. 178 1/2, 22
 BJ1264'FEET EAST OF A T FENCE CORNER AND IN LINE WITH A ROW OF POLES.  IT IS
 BJ1264'A STANDARD U.S. COAST AND GEODETIC AND STATE SURVEY DISK SET IN THE
 BJ1264'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE
 BJ1264'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1265 ***********************************************************************
 BJ1265  DESIGNATION -  A 1233 RESET
 BJ1265  PID         -  BJ1265
 BJ1265  STATE/COUNTY-  LA/ST TAMMANY
 BJ1265  USGS QUAD   -  MARTINVILLE (1983)
 BJ1265
 BJ1265                         *CURRENT SURVEY CONTROL
 BJ1265  ___________________________________________________________________
 BJ1265* NAD 83(1992)-  30 36 12.62663(N)    090 10 51.82934(W)     ADJUSTED  
 BJ1265* NAVD 88     -        38.035  (meters)     124.79   (feet)  ADJUSTED  
 BJ1265  ___________________________________________________________________
 BJ1265  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BJ1265  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1265  DYNAMIC HT  -          37.986 (meters)     124.63  (feet)  COMP
 BJ1265  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BJ1265
 BJ1265  HORZ ORDER  -  SECOND
 BJ1265  VERT ORDER  -  SECOND    CLASS I
 BJ1265
 BJ1265.The horizontal coordinates were established by classical geodetic methods
 BJ1265.and adjusted by the National Geodetic Survey in January 1993..
 BJ1265
 BJ1265.The orthometric height was determined by differential leveling
 BJ1265.and adjusted by the National Geodetic Survey in February 1994..
 BJ1265.WARNING-Repeat measurements at this control monument indicate possible
 BJ1265.vertical movement.
 BJ1265
 BJ1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1265
 BJ1265.The geoid height was determined by GEOID03.
 BJ1265
 BJ1265.The dynamic height is computed by dividing the NAVD 88
 BJ1265.geopotential number by the normal gravity value computed on the
 BJ1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1265.degrees latitude (g = 980.6199 gals.).
 BJ1265
 BJ1265.The modeled gravity was interpolated from observed gravity values.
 BJ1265
 BJ1265;                    North         East     Units Scale Factor Converg.
 BJ1265;SPC LA S     -   233,721.582 1,110,495.370   MT  0.99998090   +0 34 34.1
 BJ1265;SPC LA S     -   766,801.56  3,643,350.23   sFT  0.99998090   +0 34 34.1
 BJ1265;UTM  15      - 3,389,048.453   770,272.652   MT  1.00050122   +1 26 09.5
 BJ1265
 BJ1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1265!SPC LA S     -   0.99999830  x   0.99998090  =   0.99997920
 BJ1265!UTM  15      -   0.99999830  x   1.00050122  =   1.00049952
 BJ1265
 BJ1265                          SUPERSEDED SURVEY CONTROL
 BJ1265
 BJ1265  NAD 83(1992)-  30 36 12.64017(N)    090 10 51.82665(W) AD(       ) 2
 BJ1265  NGVD 29 (??/??/??)   38.11   (m)          125.0    (f) RESET       3  
 BJ1265
 BJ1265.Superseded values are not recommended for survey control.
 BJ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1265.See file dsdata.txt to determine how the superseded data were derived.
 BJ1265
 BJ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7027389048(NAD 83)
 BJ1265_MARKER: DD = SURVEY DISK
 BJ1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1265_SP_SET: CONCRETE POST
 BJ1265_STAMPING: A 1233 RESET 1959
 BJ1265_MARK LOGO: LAGS  
 BJ1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1265+STABILITY: SURFACE MOTION
 BJ1265
 BJ1265  HISTORY     - Date     Condition        Report By
 BJ1265  HISTORY     - 1959     MONUMENTED       CGS
 BJ1265  HISTORY     - 1978     SEE DESCRIPTION  LADTD
 BJ1265  HISTORY     - 1982     GOOD             LADTD
 BJ1265
 BJ1265                          STATION DESCRIPTION
 BJ1265
 BJ1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1265'2.85 MI SE FROM FOLSOM.
 BJ1265'THE MARK IS LOCATED 2.85 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM
 BJ1265'THE CROSSROAD AND TRAFFIC LIGHT AT FOLSOM, ON THE NORTH SLOPE OF A
 BJ1265'HILL, 39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT STATION 550+75,
 BJ1265'5 FEET EAST OF A FENCE, 32 FEET EAST OF THE SOUTHEAST CORNER OF AN
 BJ1265'UNPAINTED HOUSE WITH A TIN ROOF, 1.5 FEET NORTH OF THE PROJECTED PLANE
 BJ1265'OF THE SOUTH WALL OF THE HOUSE, AND 1 FOOT WEST OF A METAL WITNESS
 BJ1265'POST BEARING A WHITE SIGN, AND SET IN THE TOP OF A 12 INCH ROUND
 BJ1265'CONCRETE POST PROJECTING 6 INCHES.
 BJ1265
 BJ1265                          STATION RECOVERY (1978)
 BJ1265
 BJ1265'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BJ1265'RECOVERED IN GOOD CONDITION.  NOTE-- LANDSCAPING HAS BEEN DONE IN
 BJ1265'THIS AREA LEAVING THE CONCRETE POST PROJECTING ABOUT 1 FOOT, A
 BJ1265'6 INCH PINE TREE WAS GROWING ALONG SIDE OF THE MARK, POSSIBLY
 BJ1265'DISTURBING THE MARK, THE TREE WAS DESTROYED AND THE LINE RAN
 BJ1265'THROUGH TO THE NEXT MARK, USE ADJUSTED ELEVATION.
 BJ1265
 BJ1265                          STATION RECOVERY (1982)
 BJ1265
 BJ1265'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1263 ***********************************************************************
 BJ1263  DESIGNATION -  A 1235 LAGS
 BJ1263  PID         -  BJ1263
 BJ1263  STATE/COUNTY-  LA/ST TAMMANY
 BJ1263  USGS QUAD   -  MARTINVILLE (1983)
 BJ1263
 BJ1263                         *CURRENT SURVEY CONTROL
 BJ1263  ___________________________________________________________________
 BJ1263* NAD 83(1986)-  30 37 07.     (N)    090 11 07.     (W)     SCALED    
 BJ1263* NAVD 88     -        38.09   (+/-2cm)     125.0    (feet)  VERTCON   
 BJ1263  ___________________________________________________________________
 BJ1263  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1263
 BJ1263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1263
 BJ1263.The horizontal coordinates were scaled from a topographic map and have
 BJ1263.an estimated accuracy of +/- 6 seconds.
 BJ1263
 BJ1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1263.The vertical order pertains to the NGVD 29 superseded value.
 BJ1263
 BJ1263.The geoid height was determined by GEOID03.
 BJ1263
 BJ1263;                    North         East    Units  Estimated Accuracy
 BJ1263;SPC LA S     -   235,390.    1,110,080.      MT  (+/- 180 meters Scaled)
 BJ1263
 BJ1263                          SUPERSEDED SURVEY CONTROL
 BJ1263
 BJ1263  NGVD 29 (??/??/??)   38.172  (m)          125.24   (f) ADJUSTED    2 0
 BJ1263
 BJ1263.Superseded values are not recommended for survey control.
 BJ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1263.See file dsdata.txt to determine how the superseded data were derived.
 BJ1263
 BJ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP698907(NAD 83)
 BJ1263_MARKER: DD = SURVEY DISK
 BJ1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1263_STAMPING: A 1235
 BJ1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1263+STABILITY: SURFACE MOTION
 BJ1263
 BJ1263  HISTORY     - Date     Condition        Report By
 BJ1263  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1263  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1263  HISTORY     - 1980     MARK NOT FOUND   USGS
 BJ1263
 BJ1263                          STATION DESCRIPTION
 BJ1263
 BJ1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1263'0.7 MI S FROM FOLSOM.
 BJ1263'0.7 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE MAIN CROSSROADS AT
 BJ1263'FOLSOM, ST. TAMMANY PARISH, ON THE TOP OF A KNOLL, AT THE JUNCTION OF
 BJ1263'A PRIVATE DRIVEWAY, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 24
 BJ1263'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, AND 7 FEET SOUTHEAST OF
 BJ1263'A PINE TREE.  A STATE SURVEY STANDARD DISK, STAMPED A 1235 AND SET IN
 BJ1263'TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED AT THAT TIME THAT THE
 BJ1263'AREA ON THE TOP OF THE KNOLL HAS BEEN LEVELED AND GRAVELED AS AN
 BJ1263'APPROACH TO A STORE AND SERVICE STATION. THE STORE AND SERVICE STATION
 BJ1263'HAS BEEN ABANDONED.
 BJ1263
 BJ1263                          STATION RECOVERY (1980)
 BJ1263
 BJ1263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BJ1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1261 ***********************************************************************
 BJ1261  DESIGNATION -  A 1236 LAGS
 BJ1261  PID         -  BJ1261
 BJ1261  STATE/COUNTY-  LA/ST TAMMANY
 BJ1261  USGS QUAD   -  FOLSOM (1983)
 BJ1261
 BJ1261                         *CURRENT SURVEY CONTROL
 BJ1261  ___________________________________________________________________
 BJ1261* NAD 83(1986)-  30 37 31.     (N)    090 11 10.     (W)     SCALED    
 BJ1261* NAVD 88     -        45.72   (+/-2cm)     150.0    (feet)  VERTCON   
 BJ1261  ___________________________________________________________________
 BJ1261  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1261
 BJ1261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1261
 BJ1261.The horizontal coordinates were scaled from a topographic map and have
 BJ1261.an estimated accuracy of +/- 6 seconds.
 BJ1261
 BJ1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1261.The vertical order pertains to the NGVD 29 superseded value.
 BJ1261
 BJ1261.The geoid height was determined by GEOID03.
 BJ1261
 BJ1261;                    North         East    Units  Estimated Accuracy
 BJ1261;SPC LA S     -   236,130.    1,109,990.      MT  (+/- 180 meters Scaled)
 BJ1261
 BJ1261                          SUPERSEDED SURVEY CONTROL
 BJ1261
 BJ1261  NGVD 29 (??/??/??)   45.802  (m)          150.27   (f) ADJUSTED    2 0
 BJ1261
 BJ1261.Superseded values are not recommended for survey control.
 BJ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1261.See file dsdata.txt to determine how the superseded data were derived.
 BJ1261
 BJ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP697914(NAD 83)
 BJ1261_MARKER: DD = SURVEY DISK
 BJ1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1261_STAMPING: A 1236 150
 BJ1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1261+STABILITY: SURFACE MOTION
 BJ1261
 BJ1261  HISTORY     - Date     Condition        Report By
 BJ1261  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1261  HISTORY     - 1955     GOOD             CGS
 BJ1261
 BJ1261                          STATION DESCRIPTION
 BJ1261
 BJ1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1261'0.35 MI S FROM FOLSOM.
 BJ1261'LOCATED 0.35 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE MAIN
 BJ1261'CROSSROAD IN FOLSOM, ON THE INSIDE OF THE FIRST CURVE SOUTH OF FOLSOM,
 BJ1261'ACROSS THE ROAD FROM THE FOLSOM SCHOOL, 21 FEET WEST OF THE CENTERLINE
 BJ1261'OF STATE HIGHWAY 34, 18 FEET SOUTH OF THE EXTENDED TANGENT OF THE
 BJ1261'SOUTH SIDE OF THE SIDEWALK LEADING TO THE SCHOOL, 6 FEET EAST OF A
 BJ1261'FENCE LINE AND 62 FEET NORTH OF A FENCE CORNER.  IT IS A STANDARD U.S.
 BJ1261'COAST AND GEODETIC AND STATE SURVEY DISK SET IN THE TOP OF A CONCRETE
 BJ1261'POST PROJECTING 4 INCHES AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE
 BJ1261'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1262 ***********************************************************************
 BJ1262  DESIGNATION -  A 1236 LAGS RESET 1961
 BJ1262  PID         -  BJ1262
 BJ1262  STATE/COUNTY-  LA/ST TAMMANY
 BJ1262  USGS QUAD   -  MARTINVILLE (1983)
 BJ1262
 BJ1262                         *CURRENT SURVEY CONTROL
 BJ1262  ___________________________________________________________________
 BJ1262* NAD 83(1992)-  30 37 30.22262(N)    090 11 09.49329(W)     ADJUSTED  
 BJ1262* NAVD 88     -        45.649  (meters)     149.77   (feet)  ADJUSTED  
 BJ1262  ___________________________________________________________________
 BJ1262  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BJ1262  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1262  DYNAMIC HT  -          45.590 (meters)     149.57  (feet)  COMP
 BJ1262  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ1262
 BJ1262  HORZ ORDER  -  SECOND
 BJ1262  VERT ORDER  -  SECOND    CLASS I
 BJ1262
 BJ1262.The horizontal coordinates were established by classical geodetic methods
 BJ1262.and adjusted by the National Geodetic Survey in January 1993..
 BJ1262
 BJ1262.The orthometric height was determined by differential leveling
 BJ1262.and adjusted by the National Geodetic Survey in February 1994..
 BJ1262
 BJ1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1262
 BJ1262.The geoid height was determined by GEOID03.
 BJ1262
 BJ1262.The dynamic height is computed by dividing the NAVD 88
 BJ1262.geopotential number by the normal gravity value computed on the
 BJ1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1262.degrees latitude (g = 980.6199 gals.).
 BJ1262
 BJ1262.The modeled gravity was interpolated from observed gravity values.
 BJ1262
 BJ1262;                    North         East     Units Scale Factor Converg.
 BJ1262;SPC LA S     -   236,106.287 1,110,000.943   MT  0.99998492   +0 34 25.3
 BJ1262;SPC LA S     -   774,625.38  3,641,728.09   sFT  0.99998492   +0 34 25.3
 BJ1262;UTM  15      - 3,391,426.694   769,742.203   MT  1.00049769   +1 26 03.8
 BJ1262
 BJ1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1262!SPC LA S     -   0.99999711  x   0.99998492  =   0.99998203
 BJ1262!UTM  15      -   0.99999711  x   1.00049769  =   1.00049479
 BJ1262
 BJ1262                          SUPERSEDED SURVEY CONTROL
 BJ1262
 BJ1262  NAD 83(1986)-  30 37 30.23625(N)    090 11 09.49099(W) AD(       ) 2
 BJ1262  NGVD 29 (??/??/??)   45.73   (m)          150.0    (f) RESET       3  
 BJ1262
 BJ1262.Superseded values are not recommended for survey control.
 BJ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1262.See file dsdata.txt to determine how the superseded data were derived.
 BJ1262
 BJ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6974291427(NAD 83)
 BJ1262_MARKER: DD = SURVEY DISK
 BJ1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1262_STAMPING: A 1236 (LGS) RESET 1961
 BJ1262_MARK LOGO: LAGS  
 BJ1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1262+STABILITY: SURFACE MOTION
 BJ1262
 BJ1262  HISTORY     - Date     Condition        Report By
 BJ1262  HISTORY     - 1961     MONUMENTED       CGS
 BJ1262  HISTORY     - 1982     GOOD             LADTD
 BJ1262
 BJ1262                          STATION DESCRIPTION
 BJ1262
 BJ1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BJ1262'0.4 MI S FROM FOLSOM.
 BJ1262'THIS MARK IS LOCATED 0.4 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE
 BJ1262'MAIN CROSSROAD AT FOLSOM, ON THE EAST SIDE OF THE HIGHWAY, AND IN
 BJ1262'FRONT OF THE FOLSOM SCHOOL.  IT IS 105 FEET WEST OF THE SOUTH EDGE OF
 BJ1262'THE LOWER STEP AT THE WEST ENTRANCE OF THE SCHOOL BUILDING, 41.5 FEET
 BJ1262'SOUTHWEST OF THE FLAG POLE, 16 FEET SOUTH OF THE SOUTH EDGE OF THE
 BJ1262'SIDEWALK LEADING TO THE SCHOOL, 1 FOOT EAST OF THE SIDEWALK IN FRONT
 BJ1262'OF THE SCHOOL, 1 FOOT WEST OF THE WOVEN WIRE FENCE IN FRONT OF THE
 BJ1262'SCHOOL AND 1 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD C AND GS
 BJ1262'AND STATE SURVEY DISK, STAMPED A 1236 (LGS) RESET 1961, AND SET IN THE
 BJ1262'TOP OF A 12-INCH ROUND CONCRETE POST, PROJECTING 4 INCHES ABOVE THE
 BJ1262'GROUND.
 BJ1262
 BJ1262                          STATION RECOVERY (1982)
 BJ1262
 BJ1262'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1259 ***********************************************************************
 BJ1259  DESIGNATION -  A 1237 LAGS
 BJ1259  PID         -  BJ1259
 BJ1259  STATE/COUNTY-  LA/ST TAMMANY
 BJ1259  USGS QUAD   -  FOLSOM (1983)
 BJ1259
 BJ1259                         *CURRENT SURVEY CONTROL
 BJ1259  ___________________________________________________________________
 BJ1259* NAD 83(1986)-  30 37 42.     (N)    090 11 12.     (W)     SCALED    
 BJ1259* NAVD 88     -        47.25   (+/-2cm)     155.0    (feet)  VERTCON   
 BJ1259  ___________________________________________________________________
 BJ1259  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1259
 BJ1259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1259
 BJ1259.The horizontal coordinates were scaled from a topographic map and have
 BJ1259.an estimated accuracy of +/- 6 seconds.
 BJ1259
 BJ1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1259.The vertical order pertains to the NGVD 29 superseded value.
 BJ1259
 BJ1259.The geoid height was determined by GEOID03.
 BJ1259
 BJ1259;                    North         East    Units  Estimated Accuracy
 BJ1259;SPC LA S     -   236,470.    1,109,930.      MT  (+/- 180 meters Scaled)
 BJ1259
 BJ1259                          SUPERSEDED SURVEY CONTROL
 BJ1259
 BJ1259  NGVD 29 (??/??/??)   47.333  (m)          155.29   (f) ADJUSTED    2 0
 BJ1259
 BJ1259.Superseded values are not recommended for survey control.
 BJ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1259.See file dsdata.txt to determine how the superseded data were derived.
 BJ1259
 BJ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP696917(NAD 83)
 BJ1259_MARKER: DD = SURVEY DISK
 BJ1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1259_STAMPING: A 1237 155
 BJ1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1259+STABILITY: SURFACE MOTION
 BJ1259
 BJ1259  HISTORY     - Date     Condition        Report By
 BJ1259  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1259  HISTORY     - 1955     GOOD             CGS
 BJ1259
 BJ1259                          STATION DESCRIPTION
 BJ1259
 BJ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1259'IN FOLSOM.
 BJ1259'LOCATED 0.15 MILE SOUTH ALONG STATE HIGHWAY 34 FROM THE MAIN CROSSROAD
 BJ1259'IN FOLSOM, AT THE INTERSECTION OF THE SECOND STREET SOUTH, 40 FEET
 BJ1259'EAST OF THE CENTERLINE OF STATE HIGHWAY 34, 14 FEET SOUTH OF THE
 BJ1259'CENTERLINE OF A GRAVEL STREET LEADING EAST, 14 FEET NORTH-NORTHEAST OF
 BJ1259'THE NORTHEAST CORNER OF THE END OF THE SIDEWALK, 27 FEET NORTH OF A
 BJ1259'FENCE CORNER AND WEST END OF A GATE AND 25 FEET NORTHWEST OF A LARGE
 BJ1259'HOLLOW OAK TREE.  IT IS A STANDARD  U.S. COAST AND GEODETIC AND STATE
 BJ1259'SURVEY DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 BJ1259'AND LEVEL WITH THE ROADS.  NOTE-- THE CORNERS OF THE CONCRETE POST
 BJ1259'CHIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1260 ***********************************************************************
 BJ1260  DESIGNATION -  A 1237 LAGS RESET 1959
 BJ1260  PID         -  BJ1260
 BJ1260  STATE/COUNTY-  LA/ST TAMMANY
 BJ1260  USGS QUAD   -  FOLSOM (1983)
 BJ1260
 BJ1260                         *CURRENT SURVEY CONTROL
 BJ1260  ___________________________________________________________________
 BJ1260* NAD 83(1986)-  30 37 42.     (N)    090 11 12.     (W)     SCALED    
 BJ1260* NAVD 88     -        47.164  (meters)     154.74   (feet)  ADJUSTED  
 BJ1260  ___________________________________________________________________
 BJ1260  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1260  DYNAMIC HT  -          47.103 (meters)     154.54  (feet)  COMP
 BJ1260  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ1260
 BJ1260  VERT ORDER  -  SECOND    CLASS I
 BJ1260
 BJ1260.The horizontal coordinates were scaled from a topographic map and have
 BJ1260.an estimated accuracy of +/- 6 seconds.
 BJ1260
 BJ1260.The orthometric height was determined by differential leveling
 BJ1260.and adjusted by the National Geodetic Survey in February 1994..
 BJ1260
 BJ1260.The geoid height was determined by GEOID03.
 BJ1260
 BJ1260.The dynamic height is computed by dividing the NAVD 88
 BJ1260.geopotential number by the normal gravity value computed on the
 BJ1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1260.degrees latitude (g = 980.6199 gals.).
 BJ1260
 BJ1260.The modeled gravity was interpolated from observed gravity values.
 BJ1260
 BJ1260;                    North         East    Units  Estimated Accuracy
 BJ1260;SPC LA S     -   236,470.    1,109,930.      MT  (+/- 180 meters Scaled)
 BJ1260
 BJ1260                          SUPERSEDED SURVEY CONTROL
 BJ1260
 BJ1260  NGVD 29 (??/??/??)   47.24   (m)          155.0    (f) RESET       3  
 BJ1260
 BJ1260.Superseded values are not recommended for survey control.
 BJ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1260.See file dsdata.txt to determine how the superseded data were derived.
 BJ1260
 BJ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP696917(NAD 83)
 BJ1260_MARKER: DD = SURVEY DISK
 BJ1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1260_STAMPING: A 1237 RESET 1959
 BJ1260_PROJECTION: FLUSH
 BJ1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1260+STABILITY: SURFACE MOTION
 BJ1260
 BJ1260  HISTORY     - Date     Condition        Report By
 BJ1260  HISTORY     - 1959     MONUMENTED       CGS
 BJ1260  HISTORY     - 1980     MARK NOT FOUND   USGS
 BJ1260  HISTORY     - 1982     GOOD             LADTD
 BJ1260
 BJ1260                          STATION DESCRIPTION
 BJ1260
 BJ1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1260'0.15 MI S FROM FOLSOM.
 BJ1260'THE MARK IS LOCATED 0.15 MILE SOUTH OF THE CROSSROAD AND TRAFFIC LIGHT
 BJ1260'AT FOLSOM IN THE SOUTHEAST ANGLE OF A CROSS STREET, 46 FEET SOUTHEAST
 BJ1260'OF THE CENTER OF THE INTERSECTION, 32 FEET EAST-NORTHEAST OF THE
 BJ1260'CENTERLINE OF THE HIGHWAY, 29 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 BJ1260'THE CROSS STREET, 26.3 FEET WEST OF A 4 FOOT OAK TREE AND 1 FOOT
 BJ1260'EAST-NORTHEAST OF THE NORTH EDGE OF THE SIDEWALK, AND SET IN THE TOP
 BJ1260'OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BJ1260
 BJ1260                          STATION RECOVERY (1980)
 BJ1260
 BJ1260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BJ1260'MARK NOT FOUND.
 BJ1260
 BJ1260                          STATION RECOVERY (1982)
 BJ1260
 BJ1260'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1260'RECOVERED IN GOOD CONDITION EXCEPT ADD 2.1 METERS (7 FT) SOUTH OF
 BJ1260'STATION 52H053 1979 (LDH), 1.5 METERS (5 FT) SOUTH OF A METAL WITNESS
 BJ1260'POST.
 BJ1260'THE MARK IS 1.52 METERS  N FROM A WITNESS POST.
 BJ1260'THE MARK IS ABOVE LEVEL WITH LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0394 ***********************************************************************
 BX0394  DESIGNATION -  A 124
 BX0394  PID         -  BX0394
 BX0394  STATE/COUNTY-  LA/LA SALLE
 BX0394  USGS QUAD   -  OLLA EAST (1984)
 BX0394
 BX0394                         *CURRENT SURVEY CONTROL
 BX0394  ___________________________________________________________________
 BX0394* NAD 83(1986)-  31 54 04.     (N)    092 09 13.     (W)     SCALED    
 BX0394* NAVD 88     -        45.86   (+/-2cm)     150.5    (feet)  VERTCON   
 BX0394  ___________________________________________________________________
 BX0394  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0394
 BX0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0394
 BX0394.The horizontal coordinates were scaled from a topographic map and have
 BX0394.an estimated accuracy of +/- 6 seconds.
 BX0394
 BX0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0394.The vertical order pertains to the NGVD 29 superseded value.
 BX0394
 BX0394.The geoid height was determined by GEOID03.
 BX0394
 BX0394;                    North         East    Units  Estimated Accuracy
 BX0394;SPC LA N     -   155,400.    1,032,760.      MT  (+/- 180 meters Scaled)
 BX0394
 BX0394                          SUPERSEDED SURVEY CONTROL
 BX0394
 BX0394  NGVD 29 (??/??/??)   45.872  (m)          150.50   (f) ADJUSTED    2 0
 BX0394
 BX0394.Superseded values are not recommended for survey control.
 BX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0394.See file dsdata.txt to determine how the superseded data were derived.
 BX0394
 BX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR800297(NAD 83)
 BX0394_MARKER: DB = BENCH MARK DISK
 BX0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0394_STAMPING: A 124 1949
 BX0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0394+STABILITY: SURFACE MOTION
 BX0394
 BX0394  HISTORY     - Date     Condition        Report By
 BX0394  HISTORY     - 1949     MONUMENTED       CGS
 BX0394  HISTORY     - 1950     GOOD             CGS
 BX0394
 BX0394                          STATION DESCRIPTION
 BX0394
 BX0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0394'5.7 MI SE FROM OLLA.
 BX0394'5.2 MILES EAST ALONG STATE HIGHWAY 111 FROM THE MISSOURI PACIFIC
 BX0394'RAILROAD STATION AT OLLA, THENCE 0.5 MILE SOUTHEAST ALONG A GRAVELED
 BX0394'ROAD, AT A FARMHOUSE, 78 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31
 BX0394'FEET SOUTHEAST OF A 48 INCH OAK TREE, 66 FEET NORTHEAST OF THE
 BX0394'NORTHEAST CORNER OF THE FARMHOUSE, 1 FOOT WEST OF A FENCE, 2 FEET
 BX0394'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0394'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0412 ***********************************************************************
 BX0412  DESIGNATION -  A 126
 BX0412  PID         -  BX0412
 BX0412  STATE/COUNTY-  LA/LA SALLE
 BX0412  USGS QUAD   -  NICKEL (1984)
 BX0412
 BX0412                         *CURRENT SURVEY CONTROL
 BX0412  ___________________________________________________________________
 BX0412* NAD 83(1986)-  31 46 33.     (N)    092 05 25.     (W)     SCALED    
 BX0412* NAVD 88     -        67.52   (+/-2cm)     221.5    (feet)  VERTCON   
 BX0412  ___________________________________________________________________
 BX0412  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0412
 BX0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0412
 BX0412.The horizontal coordinates were scaled from a topographic map and have
 BX0412.an estimated accuracy of +/- 6 seconds.
 BX0412
 BX0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0412.The vertical order pertains to the NGVD 29 superseded value.
 BX0412
 BX0412.The geoid height was determined by GEOID03.
 BX0412
 BX0412;                    North         East    Units  Estimated Accuracy
 BX0412;SPC LA N     -   141,530.    1,038,810.      MT  (+/- 180 meters Scaled)
 BX0412
 BX0412                          SUPERSEDED SURVEY CONTROL
 BX0412
 BX0412  NGVD 29 (??/??/??)   67.518  (m)          221.52   (f) ADJUSTED    2 0
 BX0412
 BX0412.Superseded values are not recommended for survey control.
 BX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0412.See file dsdata.txt to determine how the superseded data were derived.
 BX0412
 BX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR861159(NAD 83)
 BX0412_MARKER: DB = BENCH MARK DISK
 BX0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0412_STAMPING: A 126 1950
 BX0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0412+STABILITY: SURFACE MOTION
 BX0412
 BX0412  HISTORY     - Date     Condition        Report By
 BX0412  HISTORY     - 1950     MONUMENTED       CGS
 BX0412
 BX0412                          STATION DESCRIPTION
 BX0412
 BX0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0412'9.2 MI N FROM JENA.
 BX0412'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0412'JENA, THENCE 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 112.  98 FEET
 BX0412'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET SOUTHWEST OF THE
 BX0412'CENTER LINE OF A PRIVATE ROAD WHICH LEADS SOUTHEAST, 98.0 FEET
 BX0412'SOUTHWEST OF A POWER POLE, 2.0 FEET NORTHEAST OF A WITNESS POST, SET
 BX0412'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BX0412'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2926 ***********************************************************************
 BJ2926  DESIGNATION -  A 1266 LAGS
 BJ2926  PID         -  BJ2926
 BJ2926  STATE/COUNTY-  LA/ST TAMMANY
 BJ2926  USGS QUAD   -  WALDHEIM (1983)
 BJ2926
 BJ2926                         *CURRENT SURVEY CONTROL
 BJ2926  ___________________________________________________________________
 BJ2926* NAD 83(1992)-  30 34 17.00902(N)    090 04 32.35428(W)     ADJUSTED  
 BJ2926* NAVD 88     -        41.88   (+/-2cm)     137.4    (feet)  VERTCON   
 BJ2926  ___________________________________________________________________
 BJ2926  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BJ2926  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ2926
 BJ2926  HORZ ORDER  -  SECOND
 BJ2926  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2926
 BJ2926.The horizontal coordinates were established by classical geodetic methods
 BJ2926.and adjusted by the National Geodetic Survey in May 1994..
 BJ2926
 BJ2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2926.The vertical order pertains to the NGVD 29 superseded value.
 BJ2926
 BJ2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2926
 BJ2926.The geoid height was determined by GEOID03.
 BJ2926
 BJ2926;                    North         East     Units Scale Factor Converg.
 BJ2926;SPC LA S     -   230,267.711 1,120,642.185   MT  0.99997517   +0 37 43.9
 BJ2926;SPC LA S     -   755,469.98  3,676,640.24   sFT  0.99997517   +0 37 43.9
 BJ2926;UTM  15      - 3,385,745.366   780,475.831   MT  1.00057057   +1 29 18.0
 BJ2926;UTM  16      - 3,386,132.367   205,005.523   MT  1.00067367   -1 33 55.6
 BJ2926
 BJ2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2926!SPC LA S     -   0.99999769  x   0.99997517  =   0.99997287
 BJ2926!UTM  15      -   0.99999769  x   1.00057057  =   1.00056826
 BJ2926!UTM  16      -   0.99999769  x   1.00067367  =   1.00067136
 BJ2926
 BJ2926                          SUPERSEDED SURVEY CONTROL
 BJ2926
 BJ2926  NAD 83(1992)-  30 34 17.00980(N)    090 04 32.35450(W) AD(       ) 2
 BJ2926  NAD 83(1986)-  30 34 17.02179(N)    090 04 32.35146(W) AD(       ) 2
 BJ2926  NAD 27      -  30 34 16.33485(N)    090 04 32.07111(W) AD(       ) 2
 BJ2926  NGVD 29 (??/??/??)   41.957  (m)          137.65   (f) ADJUSTED    2 2
 BJ2926
 BJ2926.Superseded values are not recommended for survey control.
 BJ2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2926.See file dsdata.txt to determine how the superseded data were derived.
 BJ2926
 BJ2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8047685745(NAD 83)
 BJ2926_MARKER: DD = SURVEY DISK
 BJ2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2926_SP_SET: CONCRETE POST
 BJ2926_STAMPING: A 1266
 BJ2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2926+STABILITY: SURFACE MOTION
 BJ2926
 BJ2926  HISTORY     - Date     Condition        Report By
 BJ2926  HISTORY     - UNK      MONUMENTED       LAGS
 BJ2926  HISTORY     - 1970     GOOD             LADH
 BJ2926  HISTORY     - 20060424 MARK NOT FOUND   NGS
 BJ2926
 BJ2926                          STATION DESCRIPTION
 BJ2926
 BJ2926'DESCRIBED BY LOUISIANA GEODETIC SURVEY UNK
 BJ2926'6.5 MI NORTH FROM COVINGTON.
 BJ2926'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SUN, 7-3/4 MILES
 BJ2926'SOUTHEAST OF FOLSOM, 6.5 MILES NORTH AND 1 MILE EAST OF COVINGTON
 BJ2926'AND IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 34,
 BJ2926'T 5 S, R 11 E AND IN PASTURE LAND OWNED BY MR. EDWARD KUNZ. TO REACH
 BJ2926'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE HIGHWAYS
 BJ2926'25 AND 437 AT THE NORTHEAST EDGE OF COVINGTON, GO NORTHEAST ON HIGH-
 BJ2926'WAY 437 FOR 2.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 1081 ON THE
 BJ2926'RIGHT. CONTINUE NORTHERLY ON HIGHWAY 437 FOR 3.85 MILES TO A METAL
 BJ2926'GATE.
 BJ2926'THE MARK IS A CGS AND LADTD SURVEY DISK STAMPED A 1266, SET
 BJ2926'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THE PROJECTS 1 INCH
 BJ2926'ABOVE THE GOURND. IT IS 23.5 FEET WEST OF THE CENTER OF HIGHWAY
 BJ2926'437, 18 FEET NORTH OF THE NORTH GATE POST, 3 FEET EAST OF THE
 BJ2926'FENCE AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 BJ2926
 BJ2926                          STATION RECOVERY (1970)
 BJ2926
 BJ2926'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (LGB)
 BJ2926'A 1266 IS A COAST AND GEODETIC SURVEY AND LOUISIANA STATE SURVEY
 BJ2926'BENCH MARK DISK STAMPED A 1266, SET IN THE TOP OF A 6-INCH SQUARE
 BJ2926'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 BJ2926'23.5 FEET WEST OF THE CENTER OF HIGHWAY 437, 18 FEET NORTH OF THE
 BJ2926'NORTH GATE POST, 3 FEET EAST OF THE FENCE AND 1.5 FEET SOUTHEAST
 BJ2926'OF A METAL WITNESS POST.
 BJ2926'
 BJ2926'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ2926'HIGHWAYS 25 AND 437 AT THE NORTHEAST EDGE OF COVINGTON, GO NORTHEAST
 BJ2926'ON HIGHWAY 437 FOR 2.6 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BJ2926'1081 ON THE RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 437 FOR 3.85
 BJ2926'MILES TO A METAL GATE AND THE STATION ON THE LEFT, A SHELL SERVICE
 BJ2926'STATION ON THE RIGHT.
 BJ2926
 BJ2926                          STATION RECOVERY (2006)
 BJ2926
 BJ2926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ2926'NOT RECOVERED, ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0896 ***********************************************************************
 CQ0896  DESIGNATION -  A 127
 CQ0896  PID         -  CQ0896
 CQ0896  STATE/COUNTY-  LA/JACKSON
 CQ0896  USGS QUAD   -  EROS (1982)
 CQ0896
 CQ0896                         *CURRENT SURVEY CONTROL
 CQ0896  ___________________________________________________________________
 CQ0896* NAD 83(1986)-  32 23 58.     (N)    092 24 50.     (W)     SCALED    
 CQ0896* NAVD 88     -        80.33   (+/-2cm)     263.5    (feet)  VERTCON   
 CQ0896  ___________________________________________________________________
 CQ0896  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0896
 CQ0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0896
 CQ0896.The horizontal coordinates were scaled from a topographic map and have
 CQ0896.an estimated accuracy of +/- 6 seconds.
 CQ0896
 CQ0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0896.The vertical order pertains to the NGVD 29 superseded value.
 CQ0896
 CQ0896.The geoid height was determined by GEOID03.
 CQ0896
 CQ0896;                    North         East    Units  Estimated Accuracy
 CQ0896;SPC LA N     -   210,610.    1,008,100.      MT  (+/- 180 meters Scaled)
 CQ0896
 CQ0896                          SUPERSEDED SURVEY CONTROL
 CQ0896
 CQ0896  NGVD 29 (??/??/??)   80.372  (m)          263.69   (f) ADJUSTED    2 0
 CQ0896
 CQ0896.Superseded values are not recommended for survey control.
 CQ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0896.See file dsdata.txt to determine how the superseded data were derived.
 CQ0896
 CQ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR551848(NAD 83)
 CQ0896_MARKER: DB = BENCH MARK DISK
 CQ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0896_STAMPING: A 127 1950
 CQ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0896+STABILITY: SURFACE MOTION
 CQ0896
 CQ0896  HISTORY     - Date     Condition        Report By
 CQ0896  HISTORY     - 1950     MONUMENTED       CGS
 CQ0896  HISTORY     - 1990     GOOD             USPSQD
 CQ0896
 CQ0896                          STATION DESCRIPTION
 CQ0896
 CQ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0896'1.0 MI NE FROM EROS.
 CQ0896'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION AT
 CQ0896'EROS, 69 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47.5 FEET
 CQ0896'WEST OF THE WEST CORNER OF AN ABANDONED FARMHOUSE, 41 1/2 FEET EAST OF
 CQ0896'A 4-FOOT OAK TREE, 2.0 FEET NORTHWEST OF A FENCE, 1.1 FEET NORTHEAST
 CQ0896'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0896'0.2 FOOT ABOVE THE GROUND.
 CQ0896
 CQ0896                          STATION RECOVERY (1990)
 CQ0896
 CQ0896'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0286 ***********************************************************************
 BX0286  DESIGNATION -  A 128
 BX0286  PID         -  BX0286
 BX0286  STATE/COUNTY-  LA/WINN
 BX0286  USGS QUAD   -  OLLA WEST (1984)
 BX0286
 BX0286                         *CURRENT SURVEY CONTROL
 BX0286  ___________________________________________________________________
 BX0286* NAD 83(1986)-  31 53 39.     (N)    092 21 30.     (W)     SCALED    
 BX0286* NAVD 88     -        32.87   (+/-2cm)     107.8    (feet)  VERTCON   
 BX0286  ___________________________________________________________________
 BX0286  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0286
 BX0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0286
 BX0286.The horizontal coordinates were scaled from a topographic map and have
 BX0286.an estimated accuracy of +/- 6 seconds.
 BX0286
 BX0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0286.The vertical order pertains to the NGVD 29 superseded value.
 BX0286
 BX0286.The geoid height was determined by GEOID03.
 BX0286
 BX0286;                    North         East    Units  Estimated Accuracy
 BX0286;SPC LA N     -   154,590.    1,013,400.      MT  (+/- 180 meters Scaled)
 BX0286
 BX0286                          SUPERSEDED SURVEY CONTROL
 BX0286
 BX0286  NGVD 29 (??/??/??)   32.890  (m)          107.91   (f) ADJUSTED    2 0
 BX0286
 BX0286.Superseded values are not recommended for survey control.
 BX0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0286.See file dsdata.txt to determine how the superseded data were derived.
 BX0286
 BX0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR606288(NAD 83)
 BX0286_MARKER: DB = BENCH MARK DISK
 BX0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0286_STAMPING: A 128 1950
 BX0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0286+STABILITY: SURFACE MOTION
 BX0286
 BX0286  HISTORY     - Date     Condition        Report By
 BX0286  HISTORY     - 1950     MONUMENTED       CGS
 BX0286
 BX0286                          STATION DESCRIPTION
 BX0286
 BX0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0286'19.3 MI E FROM WINNFIELD.
 BX0286'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX0286'WINNFIELD, THENCE 10.8 MILES EAST ALONG STATE HIGHWAY 6, THENCE 0.2
 BX0286'MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 1.8 MILES SOUTH ALONG A DIRT
 BX0286'ROAD.  1.3 MILES SOUTHEAST ALONG A TRAIL FROM BENCH MARK Z 128, 0.2
 BX0286'MILE NORTHWEST OF A JUNCTION WITH A ROAD LEADING SOUTHWEST, AT A
 BX0286'JUNCTION WITH A TRAIL LEADING NORTHWEST, 30 FEET WEST OF THE CENTER
 BX0286'LINE OF THE ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL,
 BX0286'1.6 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BX0286'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0056 ***********************************************************************
 CQ0056  DESIGNATION -  A 129
 CQ0056  PID         -  CQ0056
 CQ0056  STATE/COUNTY-  LA/OUACHITA
 CQ0056  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0056
 CQ0056                         *CURRENT SURVEY CONTROL
 CQ0056  ___________________________________________________________________
 CQ0056* NAD 83(1986)-  32 31 16.     (N)    092 14 57.     (W)     SCALED    
 CQ0056* NAVD 88     -        47.569  (meters)     156.07   (feet)  ADJUSTED  
 CQ0056  ___________________________________________________________________
 CQ0056  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0056  DYNAMIC HT  -          47.515 (meters)     155.89  (feet)  COMP
 CQ0056  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CQ0056
 CQ0056  VERT ORDER  -  FIRST     CLASS I
 CQ0056
 CQ0056.The horizontal coordinates were scaled from a topographic map and have
 CQ0056.an estimated accuracy of +/- 6 seconds.
 CQ0056
 CQ0056.The orthometric height was determined by differential leveling
 CQ0056.and adjusted by the National Geodetic Survey in June 1991..
 CQ0056
 CQ0056.The geoid height was determined by GEOID03.
 CQ0056
 CQ0056.The dynamic height is computed by dividing the NAVD 88
 CQ0056.geopotential number by the normal gravity value computed on the
 CQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0056.degrees latitude (g = 980.6199 gals.).
 CQ0056
 CQ0056.The modeled gravity was interpolated from observed gravity values.
 CQ0056
 CQ0056;                    North         East    Units  Estimated Accuracy
 CQ0056;SPC LA N     -   224,120.    1,023,570.      MT  (+/- 180 meters Scaled)
 CQ0056
 CQ0056                          SUPERSEDED SURVEY CONTROL
 CQ0056
 CQ0056  NGVD 29 (??/??/??)   47.621  (m)          156.24   (f) ADJUSTED    1 1
 CQ0056
 CQ0056.Superseded values are not recommended for survey control.
 CQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0056.See file dsdata.txt to determine how the superseded data were derived.
 CQ0056
 CQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR705984(NAD 83)
 CQ0056_MARKER: DB = BENCH MARK DISK
 CQ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0056_STAMPING: A 129 1950
 CQ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0056+STABILITY: SURFACE MOTION
 CQ0056
 CQ0056  HISTORY     - Date     Condition        Report By
 CQ0056  HISTORY     - 1950     MONUMENTED       CGS
 CQ0056  HISTORY     - 1969     GOOD             CGS
 CQ0056  HISTORY     - 1991     GOOD             USPSQD
 CQ0056
 CQ0056                          STATION DESCRIPTION
 CQ0056
 CQ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0056'6.9 MI E FROM CALHOUN.
 CQ0056'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0056'CALHOUN, 0.3 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND STATE
 CQ0056'HIGHWAY 546, 100 YARDS WEST OF THE CREST OF A HILL, 0.1 MILE WEST OF
 CQ0056'MOONS BAR, 45 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13
 CQ0056'FEET NORTH OF A POWER POLE WHICH BEARS A LIGHT METER, 1.0 FOOT WEST OF
 CQ0056'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 CQ0056'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 CQ0056'SURFACE OF THE GROUND.  SEC 27, T 18N, R 2E.
 CQ0056
 CQ0056                          STATION RECOVERY (1991)
 CQ0056
 CQ0056'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0463 ***********************************************************************
 BX0463  DESIGNATION -  A 130
 BX0463  PID         -  BX0463
 BX0463  STATE/COUNTY-  LA/LA SALLE
 BX0463  USGS QUAD   -  HOLUM (1988)
 BX0463
 BX0463                         *CURRENT SURVEY CONTROL
 BX0463  ___________________________________________________________________
 BX0463* NAD 83(1986)-  31 52 31.     (N)    092 01 15.     (W)     SCALED    
 BX0463* NAVD 88     -        74.68   (+/-2cm)     245.0    (feet)  VERTCON   
 BX0463  ___________________________________________________________________
 BX0463  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0463
 BX0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0463
 BX0463.The horizontal coordinates were scaled from a topographic map and have
 BX0463.an estimated accuracy of +/- 6 seconds.
 BX0463
 BX0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0463.The vertical order pertains to the NGVD 29 superseded value.
 BX0463
 BX0463.The geoid height was determined by GEOID03.
 BX0463
 BX0463;                    North         East    Units  Estimated Accuracy
 BX0463;SPC LA N     -   152,580.    1,045,340.      MT  (+/- 180 meters Scaled)
 BX0463
 BX0463                          SUPERSEDED SURVEY CONTROL
 BX0463
 BX0463  NGVD 29 (??/??/??)   74.682  (m)          245.02   (f) ADJUSTED    2 0
 BX0463
 BX0463.Superseded values are not recommended for survey control.
 BX0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0463.See file dsdata.txt to determine how the superseded data were derived.
 BX0463
 BX0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR926270(NAD 83)
 BX0463_MARKER: DB = BENCH MARK DISK
 BX0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0463_STAMPING: A 130 1950
 BX0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0463+STABILITY: SURFACE MOTION
 BX0463
 BX0463  HISTORY     - Date     Condition        Report By
 BX0463  HISTORY     - 1950     MONUMENTED       CGS
 BX0463
 BX0463                          STATION DESCRIPTION
 BX0463
 BX0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0463'1.65 MI SW FROM ROSEFIELD.
 BX0463'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0463'ROSEFIELD, THENCE 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 112.  AT THE
 BX0463'FARM HOME OF Q.R. HUDSON AND OCCUPIED BY F.H. BABCOCK, 295.0 FEET WEST
 BX0463'OF THE NORTHWEST CORNER OF THE HOUSE, 185 FEET EAST OF THE CENTER LINE
 BX0463'OF THE HIGHWAY, 49 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 BX0463'DRIVEWAY, 12 FEET NORTH OF A 24 INCH OAK TREE, 2.0 FEET SOUTH OF A
 BX0463'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BX0463'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0088 ***********************************************************************
 CQ0088  DESIGNATION -  A 1301 LAGS
 CQ0088  PID         -  CQ0088
 CQ0088  STATE/COUNTY-  LA/LINCOLN
 CQ0088  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0088
 CQ0088                         *CURRENT SURVEY CONTROL
 CQ0088  ___________________________________________________________________
 CQ0088* NAD 83(1986)-  32 31 44.     (N)    092 29 57.     (W)     SCALED    
 CQ0088* NAVD 88     -        51.54   (+/-2cm)     169.1    (feet)  VERTCON   
 CQ0088  ___________________________________________________________________
 CQ0088  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0088
 CQ0088  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0088
 CQ0088.The horizontal coordinates were scaled from a topographic map and have
 CQ0088.an estimated accuracy of +/- 6 seconds.
 CQ0088
 CQ0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0088.The vertical order pertains to the NGVD 29 superseded value.
 CQ0088
 CQ0088.The geoid height was determined by GEOID03.
 CQ0088
 CQ0088;                    North         East    Units  Estimated Accuracy
 CQ0088;SPC LA N     -   224,960.    1,000,080.      MT  (+/- 180 meters Scaled)
 CQ0088
 CQ0088                          SUPERSEDED SURVEY CONTROL
 CQ0088
 CQ0088  NGVD 29 (??/??/??)   51.606  (m)          169.31   (f) ADJUSTED    1 2
 CQ0088
 CQ0088.Superseded values are not recommended for survey control.
 CQ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0088.See file dsdata.txt to determine how the superseded data were derived.
 CQ0088
 CQ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR470991(NAD 83)
 CQ0088_MARKER: DD = SURVEY DISK
 CQ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0088_STAMPING: A 1301
 CQ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0088+STABILITY: SURFACE MOTION
 CQ0088
 CQ0088  HISTORY     - Date     Condition        Report By
 CQ0088  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0088  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0088
 CQ0088                          STATION DESCRIPTION
 CQ0088
 CQ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0088'0.8 MI E FROM CHOUDRANT.
 CQ0088'0.8 MILE EAST ALONG U.S. HIGHWAY 80 FROM CHOUDRANT, LINCOLN PARISH,
 CQ0088'ABOUT 0.2 MILE FROM THE DRIVEWAY LEADING TO THE PROPERTY OF MRS. LUNAS
 CQ0088'ALLEN, ABOUT 246 FEET WEST TO THE INTERSECTION OF A COMMUNITY ROAD,
 CQ0088'ABOUT 242 FEET EAST OF A 2-BY 2-FOOT CONCRETE CULVERT, AND 31 FEET
 CQ0088'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD
 CQ0088'DISK, STAMPED A 1301 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0083 ***********************************************************************
 CQ0083  DESIGNATION -  A 1303 LAGS
 CQ0083  PID         -  CQ0083
 CQ0083  STATE/COUNTY-  LA/LINCOLN
 CQ0083  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0083
 CQ0083                         *CURRENT SURVEY CONTROL
 CQ0083  ___________________________________________________________________
 CQ0083* NAD 83(1986)-  32 31 40.     (N)    092 28 09.     (W)     SCALED    
 CQ0083* NAVD 88     -        39.36   (+/-2cm)     129.1    (feet)  VERTCON   
 CQ0083  ___________________________________________________________________
 CQ0083  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0083
 CQ0083  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0083
 CQ0083.The horizontal coordinates were scaled from a topographic map and have
 CQ0083.an estimated accuracy of +/- 6 seconds.
 CQ0083
 CQ0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0083.The vertical order pertains to the NGVD 29 superseded value.
 CQ0083
 CQ0083.The geoid height was determined by GEOID03.
 CQ0083
 CQ0083;                    North         East    Units  Estimated Accuracy
 CQ0083;SPC LA N     -   224,840.    1,002,900.      MT  (+/- 180 meters Scaled)
 CQ0083
 CQ0083                          SUPERSEDED SURVEY CONTROL
 CQ0083
 CQ0083  NGVD 29 (??/??/??)   39.424  (m)          129.34   (f) ADJUSTED    1 2
 CQ0083
 CQ0083.Superseded values are not recommended for survey control.
 CQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0083.See file dsdata.txt to determine how the superseded data were derived.
 CQ0083
 CQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR498990(NAD 83)
 CQ0083_MARKER: DD = SURVEY DISK
 CQ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0083_STAMPING: A 1303
 CQ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0083+STABILITY: SURFACE MOTION
 CQ0083
 CQ0083  HISTORY     - Date     Condition        Report By
 CQ0083  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0083  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0083
 CQ0083                          STATION DESCRIPTION
 CQ0083
 CQ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0083'2.7 MI E FROM CHOUDRANT.
 CQ0083'2.7 MILES EAST ALONG U.S. HIGHWAY 80 FROM CHOUDRANT, LINCOLN PARISH,
 CQ0083'ABOUT 500 FEET WEST OF A NEGRO CABIN NORTH OF THE HIGHWAY, ABOUT 350
 CQ0083'FEET WEST OF THE TAGENT THROUGH TREMONT BOTTOM, AND 47 FEET NORTH OF
 CQ0083'THE CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 CQ0083'STAMPED, A 1303 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0078 ***********************************************************************
 CQ0078  DESIGNATION -  A 1305 LAGS
 CQ0078  PID         -  CQ0078
 CQ0078  STATE/COUNTY-  LA/LINCOLN
 CQ0078  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0078
 CQ0078                         *CURRENT SURVEY CONTROL
 CQ0078  ___________________________________________________________________
 CQ0078* NAD 83(1986)-  32 31 05.     (N)    092 26 17.     (W)     SCALED    
 CQ0078* NAVD 88     -        51.83   (+/-2cm)     170.0    (feet)  VERTCON   
 CQ0078  ___________________________________________________________________
 CQ0078  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0078
 CQ0078  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0078
 CQ0078.The horizontal coordinates were scaled from a topographic map and have
 CQ0078.an estimated accuracy of +/- 6 seconds.
 CQ0078
 CQ0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0078.The vertical order pertains to the NGVD 29 superseded value.
 CQ0078
 CQ0078.The geoid height was determined by GEOID03.
 CQ0078
 CQ0078;                    North         East    Units  Estimated Accuracy
 CQ0078;SPC LA N     -   223,760.    1,005,820.      MT  (+/- 180 meters Scaled)
 CQ0078
 CQ0078                          SUPERSEDED SURVEY CONTROL
 CQ0078
 CQ0078  NGVD 29 (??/??/??)   51.889  (m)          170.24   (f) ADJUSTED    1 2
 CQ0078
 CQ0078.Superseded values are not recommended for survey control.
 CQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0078.See file dsdata.txt to determine how the superseded data were derived.
 CQ0078
 CQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR527980(NAD 83)
 CQ0078_MARKER: DD = SURVEY DISK
 CQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0078+STABILITY: SURFACE MOTION
 CQ0078
 CQ0078  HISTORY     - Date     Condition        Report By
 CQ0078  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0078  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0078
 CQ0078                          STATION DESCRIPTION
 CQ0078
 CQ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0078'4.6 MI E FROM CHOUDRANT.
 CQ0078'4.6 MILES EAST OF CHOUDRANT, LINCOLN COUNTY, SET IN THE TOP OF A
 CQ0078'CONCRETE POST LOCATED 35 FEET NORTH OF THE CENTERLINE OF US HWY 80,
 CQ0078'125 FEET WEST-NORTHWEST OF THE WEST END OF A GUARD RAIL, ON TOP OF THE
 CQ0078'FIRST HILL OF A HIGH BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0079 ***********************************************************************
 CQ0079  DESIGNATION -  A 1305 LAGS RESET 1947
 CQ0079  PID         -  CQ0079
 CQ0079  STATE/COUNTY-  LA/LINCOLN
 CQ0079  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0079
 CQ0079                         *CURRENT SURVEY CONTROL
 CQ0079  ___________________________________________________________________
 CQ0079* NAD 83(1986)-  32 31 07.     (N)    092 26 21.     (W)     SCALED    
 CQ0079* NAVD 88     -        50.758  (meters)     166.53   (feet)  ADJUSTED  
 CQ0079  ___________________________________________________________________
 CQ0079  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0079  DYNAMIC HT  -          50.701 (meters)     166.34  (feet)  COMP
 CQ0079  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 CQ0079
 CQ0079  VERT ORDER  -  FIRST     CLASS I
 CQ0079
 CQ0079.The horizontal coordinates were scaled from a topographic map and have
 CQ0079.an estimated accuracy of +/- 6 seconds.
 CQ0079
 CQ0079.The orthometric height was determined by differential leveling
 CQ0079.and adjusted by the National Geodetic Survey in June 1991..
 CQ0079
 CQ0079.The geoid height was determined by GEOID03.
 CQ0079
 CQ0079.The dynamic height is computed by dividing the NAVD 88
 CQ0079.geopotential number by the normal gravity value computed on the
 CQ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0079.degrees latitude (g = 980.6199 gals.).
 CQ0079
 CQ0079.The modeled gravity was interpolated from observed gravity values.
 CQ0079
 CQ0079;                    North         East    Units  Estimated Accuracy
 CQ0079;SPC LA N     -   223,820.    1,005,720.      MT  (+/- 180 meters Scaled)
 CQ0079
 CQ0079                          SUPERSEDED SURVEY CONTROL
 CQ0079
 CQ0079  NGVD 29 (??/??/??)   50.817  (m)          166.72   (f) ADJUSTED    1 1
 CQ0079
 CQ0079.Superseded values are not recommended for survey control.
 CQ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0079.See file dsdata.txt to determine how the superseded data were derived.
 CQ0079
 CQ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR526980(NAD 83)
 CQ0079_MARKER: DD = SURVEY DISK
 CQ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0079_STAMPING: A 1305 RESET 1947
 CQ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0079+STABILITY: SURFACE MOTION
 CQ0079
 CQ0079  HISTORY     - Date     Condition        Report By
 CQ0079  HISTORY     - 1947     MONUMENTED       LAGS
 CQ0079  HISTORY     - 1969     GOOD             CGS
 CQ0079
 CQ0079                          STATION DESCRIPTION
 CQ0079
 CQ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0079'4.75 MI W FROM CALHOUN.
 CQ0079'ABOUT 4.75 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0079'CALHOUN, OR ABOUT 4.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE HIGH
 CQ0079'SCHOOL AT CHOUDRANT, IN SECTION 26, T 18 N, R 1 W, 0.8 MILE EAST OF
 CQ0079'THE EAST END OF THE CONCRETE HIGHWAY BRIDGE OVER CHOUDRANT CREEK, 154
 CQ0079'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 82 FEET SOUTHEAST OF
 CQ0079'POWER POLE NUMBER 393, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT
 CQ0079'15 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CQ0079'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ0079'SEC 26, T 18N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0075 ***********************************************************************
 CQ0075  DESIGNATION -  A 1309 LAGS
 CQ0075  PID         -  CQ0075
 CQ0075  STATE/COUNTY-  LA/OUACHITA
 CQ0075  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0075
 CQ0075                         *CURRENT SURVEY CONTROL
 CQ0075  ___________________________________________________________________
 CQ0075* NAD 83(1986)-  32 30 58.     (N)    092 24 20.     (W)     SCALED    
 CQ0075* NAVD 88     -        57.80   (+/-2cm)     189.6    (feet)  VERTCON   
 CQ0075  ___________________________________________________________________
 CQ0075  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0075
 CQ0075  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0075
 CQ0075.The horizontal coordinates were scaled from a topographic map and have
 CQ0075.an estimated accuracy of +/- 6 seconds.
 CQ0075
 CQ0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0075.The vertical order pertains to the NGVD 29 superseded value.
 CQ0075
 CQ0075.The geoid height was determined by GEOID03.
 CQ0075
 CQ0075;                    North         East    Units  Estimated Accuracy
 CQ0075;SPC LA N     -   223,550.    1,008,870.      MT  (+/- 180 meters Scaled)
 CQ0075
 CQ0075                          SUPERSEDED SURVEY CONTROL
 CQ0075
 CQ0075  NGVD 29 (??/??/??)   57.862  (m)          189.84   (f) ADJUSTED    1 2
 CQ0075
 CQ0075.Superseded values are not recommended for survey control.
 CQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0075.See file dsdata.txt to determine how the superseded data were derived.
 CQ0075
 CQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR558978(NAD 83)
 CQ0075_MARKER: DD = SURVEY DISK
 CQ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0075_STAMPING: A 1309
 CQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0075+STABILITY: SURFACE MOTION
 CQ0075
 CQ0075  HISTORY     - Date     Condition        Report By
 CQ0075  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0075  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0075
 CQ0075                          STATION DESCRIPTION
 CQ0075
 CQ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0075'2.9 MI W FROM CALHOUN.
 CQ0075'2.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION OF A PARISH
 CQ0075'ROAD AT CALHOUN, OUACHITA PARISH, ABOUT 84 FEET EAST OF THE EAST END
 CQ0075'OF THE NORTH ROW OF CONCRETE GUARD-RAIL POSTS, AND ABOUT 40 FEET NORTH
 CQ0075'OF THE CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 CQ0075'STAMPED A 1309 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2789 ***********************************************************************
 BJ2789  DESIGNATION -  A 131
 BJ2789  PID         -  BJ2789
 BJ2789  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2789  USGS QUAD   -  INNIS (1994)
 BJ2789
 BJ2789                         *CURRENT SURVEY CONTROL
 BJ2789  ___________________________________________________________________
 BJ2789* NAD 83(1986)-  30 58 46.     (N)    091 38 02.     (W)     SCALED    
 BJ2789* NAVD 88     -        15.86   (+/-2cm)      52.0    (feet)  VERTCON   
 BJ2789  ___________________________________________________________________
 BJ2789  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2789
 BJ2789  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2789
 BJ2789.The horizontal coordinates were scaled from a topographic map and have
 BJ2789.an estimated accuracy of +/- 6 seconds.
 BJ2789
 BJ2789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2789.The vertical order pertains to the NGVD 29 superseded value.
 BJ2789
 BJ2789.The geoid height was determined by GEOID03.
 BJ2789
 BJ2789;                    North         East    Units  Estimated Accuracy
 BJ2789;SPC LA S     -   274,880.      971,290.      MT  (+/- 180 meters Scaled)
 BJ2789
 BJ2789                          SUPERSEDED SURVEY CONTROL
 BJ2789
 BJ2789  NGVD 29 (??/??/??)   15.836  (m)           51.96   (f) ADJUSTED    1 2
 BJ2789
 BJ2789.Superseded values are not recommended for survey control.
 BJ2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2789.See file dsdata.txt to determine how the superseded data were derived.
 BJ2789
 BJ2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ304281(NAD 83)
 BJ2789_MARKER: DB = BENCH MARK DISK
 BJ2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2789_STAMPING: A 131 1938
 BJ2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2789+STABILITY: SURFACE MOTION
 BJ2789
 BJ2789  HISTORY     - Date     Condition        Report By
 BJ2789  HISTORY     - 1938     MONUMENTED       CGS
 BJ2789  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2789
 BJ2789                          STATION DESCRIPTION
 BJ2789
 BJ2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2789'1.0 MI SW FROM ANGOLA.
 BJ2789'1.0 MILE SW ALONG A ROAD FROM THE LA. AND ARK. RAILWAY STATION AT
 BJ2789'ANGOLA, WEST FELICIANA PARISH, 1 MILE NE OF CAMP G, 40 FEET SE OF THE
 BJ2789'TOE OF THE LEVEE, 24 FEET SE OF THE CENTERLINE OF THE ROAD.  A
 BJ2789'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- PART OF THE
 BJ2789'LAND AT THE DESCRIBED LOCATION OF THIS MARK IS NOW UNDER CULTIVATION.
 BJ2789'A PRISON OFFICIAL STATED THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0073 ***********************************************************************
 CQ0073  DESIGNATION -  A 1311 LAGS
 CQ0073  PID         -  CQ0073
 CQ0073  STATE/COUNTY-  LA/OUACHITA
 CQ0073  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0073
 CQ0073                         *CURRENT SURVEY CONTROL
 CQ0073  ___________________________________________________________________
 CQ0073* NAD 83(1986)-  32 30 55.     (N)    092 23 26.     (W)     SCALED    
 CQ0073* NAVD 88     -        63.51   (+/-2cm)     208.4    (feet)  VERTCON   
 CQ0073  ___________________________________________________________________
 CQ0073  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ0073
 CQ0073  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0073
 CQ0073.The horizontal coordinates were scaled from a topographic map and have
 CQ0073.an estimated accuracy of +/- 6 seconds.
 CQ0073
 CQ0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0073.The vertical order pertains to the NGVD 29 superseded value.
 CQ0073
 CQ0073.The geoid height was determined by GEOID03.
 CQ0073
 CQ0073;                    North         East    Units  Estimated Accuracy
 CQ0073;SPC LA N     -   223,450.    1,010,280.      MT  (+/- 180 meters Scaled)
 CQ0073
 CQ0073                          SUPERSEDED SURVEY CONTROL
 CQ0073
 CQ0073  NGVD 29 (??/??/??)   63.563  (m)          208.54   (f) ADJUSTED    1 2
 CQ0073
 CQ0073.Superseded values are not recommended for survey control.
 CQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0073.See file dsdata.txt to determine how the superseded data were derived.
 CQ0073
 CQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR572977(NAD 83)
 CQ0073_MARKER: DD = SURVEY DISK
 CQ0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0073_SP_SET: TERRA COTTA PIPE
 CQ0073_STAMPING: A 1311
 CQ0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0073
 CQ0073  HISTORY     - Date     Condition        Report By
 CQ0073  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0073  HISTORY     - 1969     GOOD             CGS
 CQ0073
 CQ0073                          STATION DESCRIPTION
 CQ0073
 CQ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0073'1.9 MI W FROM CALHOUN.
 CQ0073'1.9 MILES WEST OF CALHOUN, A STANDARD DISK SET IN THE TOP OF A 6 INCH
 CQ0073'TERRA COTTA PIPE LOCATED 230 FEET NORTH-NORTHWEST OF THE CENTER LINE
 CQ0073'OF THE HIGHWAY, 28 FEET WEST-SOUTHWEST OF A BRICK PILLAR UNDER A
 CQ0073'RESIDENCE, 0.2 MILE FROM A CONCRETE BRIDGE, AT THE INTERSECTION OF
 CQ0073'HIGHWAY AND A PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0983 ***********************************************************************
 CQ0983  DESIGNATION -  A 1318 LAGS
 CQ0983  PID         -  CQ0983
 CQ0983  STATE/COUNTY-  LA/LINCOLN
 CQ0983  USGS QUAD   -  RUSTON WEST (1994)
 CQ0983
 CQ0983                         *CURRENT SURVEY CONTROL
 CQ0983  ___________________________________________________________________
 CQ0983* NAD 83(1986)-  32 30 25.     (N)    092 41 05.     (W)     SCALED    
 CQ0983* NAVD 88     -        98.276  (meters)     322.43   (feet)  ADJUSTED  
 CQ0983  ___________________________________________________________________
 CQ0983  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0983  DYNAMIC HT  -          98.166 (meters)     322.07  (feet)  COMP
 CQ0983  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 CQ0983
 CQ0983  VERT ORDER  -  FIRST     CLASS I
 CQ0983
 CQ0983.The horizontal coordinates were scaled from a topographic map and have
 CQ0983.an estimated accuracy of +/- 6 seconds.
 CQ0983
 CQ0983.The orthometric height was determined by differential leveling
 CQ0983.and adjusted by the National Geodetic Survey in June 1991..
 CQ0983
 CQ0983.The geoid height was determined by GEOID03.
 CQ0983
 CQ0983.The dynamic height is computed by dividing the NAVD 88
 CQ0983.geopotential number by the normal gravity value computed on the
 CQ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0983.degrees latitude (g = 980.6199 gals.).
 CQ0983
 CQ0983.The modeled gravity was interpolated from observed gravity values.
 CQ0983
 CQ0983;                    North         East    Units  Estimated Accuracy
 CQ0983;SPC LA N     -   222,540.      982,640.      MT  (+/- 180 meters Scaled)
 CQ0983
 CQ0983                          SUPERSEDED SURVEY CONTROL
 CQ0983
 CQ0983  NGVD 29 (??/??/??)   98.347  (m)          322.66   (f) ADJUSTED    1 1
 CQ0983
 CQ0983.Superseded values are not recommended for survey control.
 CQ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0983.See file dsdata.txt to determine how the superseded data were derived.
 CQ0983
 CQ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR296966(NAD 83)
 CQ0983_MARKER: DD = SURVEY DISK
 CQ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0983_STAMPING: 1318 A
 CQ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0983+STABILITY: SURFACE MOTION
 CQ0983
 CQ0983  HISTORY     - Date     Condition        Report By
 CQ0983  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0983  HISTORY     - 1969     GOOD             CGS
 CQ0983  HISTORY     - 1981     GOOD             LADTD
 CQ0983  HISTORY     - 1985     GOOD             LOCSUR
 CQ0983  HISTORY     - 1987     GOOD             USPSQD
 CQ0983  HISTORY     - 20040131 GOOD             USPSQD
 CQ0983
 CQ0983                          STATION DESCRIPTION
 CQ0983
 CQ0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0983'3.4 MI SW FROM RUSTON.
 CQ0983'ABOUT 0.25 MILE SOUTH ALONG SOUTH TRENTON STREET WHICH IS U.S.
 CQ0983'HIGHWAYS 80 AND 167 FROM THE COURTHOUSE AT RUSTON, THENCE 3.15 MILES
 CQ0983'SOUTHWEST ALONG U.S. HIGHWAY 80, IN SECTION 33, T 18 N, R 3 W, 32 FEET
 CQ0983'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTHWEST OF THE
 CQ0983'NORTHWEST CORNER OF A FARMHOUSE, 4 FEET EAST OF A TELEPHONE POLE, 1.2
 CQ0983'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CQ0983'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 14 INCHES ABOVE THE
 CQ0983'SURFACE OF THE GROUND.
 CQ0983
 CQ0983                          STATION RECOVERY (1981)
 CQ0983
 CQ0983'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0983'RECOVERED IN GOOD CONDITION.
 CQ0983
 CQ0983                          STATION RECOVERY (1985)
 CQ0983
 CQ0983'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CQ0983'RECOVERED IN GOOD CONDITION.
 CQ0983
 CQ0983                          STATION RECOVERY (1987)
 CQ0983
 CQ0983'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0983'RECOVERED IN GOOD CONDITION.
 CQ0983
 CQ0983                          STATION RECOVERY (2004)
 CQ0983
 CQ0983'RECOVERY NOTE BY US POWER SQUADRON 2004 (LL)
 CQ0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1741 ***********************************************************************
 BW1741  DESIGNATION -  A 132
 BW1741  PID         -  BW1741
 BW1741  STATE/COUNTY-  LA/CATAHOULA
 BW1741  USGS QUAD   -  AIMWELL (1984)
 BW1741
 BW1741                         *CURRENT SURVEY CONTROL
 BW1741  ___________________________________________________________________
 BW1741* NAD 83(1986)-  31 48 06.     (N)    091 52 56.     (W)     SCALED    
 BW1741* NAVD 88     -        41.41   (+/-2cm)     135.9    (feet)  VERTCON   
 BW1741  ___________________________________________________________________
 BW1741  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BW1741
 BW1741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1741
 BW1741.The horizontal coordinates were scaled from a topographic map and have
 BW1741.an estimated accuracy of +/- 6 seconds.
 BW1741
 BW1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1741.The vertical order pertains to the NGVD 29 superseded value.
 BW1741
 BW1741.The geoid height was determined by GEOID03.
 BW1741
 BW1741;                    North         East    Units  Estimated Accuracy
 BW1741;SPC LA N     -   144,490.    1,058,500.      MT  (+/- 180 meters Scaled)
 BW1741
 BW1741                          SUPERSEDED SURVEY CONTROL
 BW1741
 BW1741  NGVD 29 (??/??/92)   41.404  (m)          135.84   (f) ADJ UNCH    2 0
 BW1741
 BW1741.Superseded values are not recommended for survey control.
 BW1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1741.See file dsdata.txt to determine how the superseded data were derived.
 BW1741
 BW1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR058189(NAD 83)
 BW1741_MARKER: DB = BENCH MARK DISK
 BW1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1741_STAMPING: A 132 1950
 BW1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1741+STABILITY: SURFACE MOTION
 BW1741
 BW1741  HISTORY     - Date     Condition        Report By
 BW1741  HISTORY     - 1950     MONUMENTED       CGS
 BW1741
 BW1741                          STATION DESCRIPTION
 BW1741
 BW1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1741'6.0 MI NW FROM HARRISONBURG.
 BW1741'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1741'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD, THENCE
 BW1741'2.0 MILES NORTHWEST ALONG A WINDING DIRT ROAD.  125 FEET NORTHEAST OF
 BW1741'A POWER LINE, 49 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 36 FEET
 BW1741'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 1.2 FEET NORTH OF A
 BW1741'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BW1741'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0986 ***********************************************************************
 CQ0986  DESIGNATION -  A 1320 LAGS
 CQ0986  PID         -  CQ0986
 CQ0986  STATE/COUNTY-  LA/LINCOLN
 CQ0986  USGS QUAD   -  RUSTON WEST (1994)
 CQ0986
 CQ0986                         *CURRENT SURVEY CONTROL
 CQ0986  ___________________________________________________________________
 CQ0986* NAD 83(1986)-  32 30 29.     (N)    092 42 01.     (W)     SCALED    
 CQ0986* NAVD 88     -        99.16   (+/-2cm)     325.3    (feet)  VERTCON   
 CQ0986  ___________________________________________________________________
 CQ0986  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0986
 CQ0986  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0986
 CQ0986.The horizontal coordinates were scaled from a topographic map and have
 CQ0986.an estimated accuracy of +/- 6 seconds.
 CQ0986
 CQ0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0986.The vertical order pertains to the NGVD 29 superseded value.
 CQ0986
 CQ0986.The geoid height was determined by GEOID03.
 CQ0986
 CQ0986;                    North         East    Units  Estimated Accuracy
 CQ0986;SPC LA N     -   222,670.      981,180.      MT  (+/- 180 meters Scaled)
 CQ0986
 CQ0986                          SUPERSEDED SURVEY CONTROL
 CQ0986
 CQ0986  NGVD 29 (??/??/??)   99.231  (m)          325.56   (f) ADJUSTED    1 2
 CQ0986
 CQ0986.Superseded values are not recommended for survey control.
 CQ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0986.See file dsdata.txt to determine how the superseded data were derived.
 CQ0986
 CQ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR281967(NAD 83)
 CQ0986_MARKER: DD = SURVEY DISK
 CQ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0986_STAMPING: A 1320
 CQ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0986+STABILITY: SURFACE MOTION
 CQ0986
 CQ0986  HISTORY     - Date     Condition        Report By
 CQ0986  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0986  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0986
 CQ0986                          STATION DESCRIPTION
 CQ0986
 CQ0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0986'4.0 MI SW FROM RUSTON.
 CQ0986'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 80 FROM RUSTON, LINCOLN PARISH,
 CQ0986'ABOUT 150 FEET WEST OF A PARISH ROAD LEADING SOUTH, 67 FEET NORTHWEST
 CQ0986'OF THE NORTHWEST CORNER OF THE C.B. SMITH RESIDENCE, AND 26 FEET SOUTH
 CQ0986'OF THE CENTER LINE OF THE HIGHWAY.  A STATE SURVEY DISK, STAMPED A
 CQ0986'1320 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0990 ***********************************************************************
 CQ0990  DESIGNATION -  A 1323 LAGS
 CQ0990  PID         -  CQ0990
 CQ0990  STATE/COUNTY-  LA/LINCOLN
 CQ0990  USGS QUAD   -  RUSTON WEST (1994)
 CQ0990
 CQ0990                         *CURRENT SURVEY CONTROL
 CQ0990  ___________________________________________________________________
 CQ0990* NAD 83(1986)-  32 30 47.     (N)    092 43 45.     (W)     SCALED    
 CQ0990* NAVD 88     -       100.23   (+/-2cm)     328.8    (feet)  VERTCON   
 CQ0990  ___________________________________________________________________
 CQ0990  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0990
 CQ0990  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0990
 CQ0990.The horizontal coordinates were scaled from a topographic map and have
 CQ0990.an estimated accuracy of +/- 6 seconds.
 CQ0990
 CQ0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0990.The vertical order pertains to the NGVD 29 superseded value.
 CQ0990
 CQ0990.The geoid height was determined by GEOID03.
 CQ0990
 CQ0990;                    North         East    Units  Estimated Accuracy
 CQ0990;SPC LA N     -   223,230.      978,470.      MT  (+/- 180 meters Scaled)
 CQ0990
 CQ0990                          SUPERSEDED SURVEY CONTROL
 CQ0990
 CQ0990  NGVD 29 (??/??/??)  100.305  (m)          329.08   (f) ADJUSTED    1 2
 CQ0990
 CQ0990.Superseded values are not recommended for survey control.
 CQ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0990.See file dsdata.txt to determine how the superseded data were derived.
 CQ0990
 CQ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR254973(NAD 83)
 CQ0990_MARKER: DD = SURVEY DISK
 CQ0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0990_STAMPING: A 1323
 CQ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0990+STABILITY: SURFACE MOTION
 CQ0990
 CQ0990  HISTORY     - Date     Condition        Report By
 CQ0990  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0990  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0990
 CQ0990                          STATION DESCRIPTION
 CQ0990
 CQ0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0990'5.3 MI SW FROM RUSTON.
 CQ0990'4.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 80 FROM RUSTON, LINCOLN
 CQ0990'PARISH, ABOUT 345 FEET EAST OF A 24-INCH PIPE CULVERT AT THE
 CQ0990'INTERSECTION OF GRAMBLING ROAD, ABOUT 75 FEET WEST OF THE NORTHWEST
 CQ0990'CORNER OF THE W. T. WATTS RESIDENCE, AND 40 FEET SOUTH OF THE CENTER
 CQ0990'LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED A 1322 AND
 CQ0990'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0991 ***********************************************************************
 CQ0991  DESIGNATION -  A 1324 LAGS
 CQ0991  PID         -  CQ0991
 CQ0991  STATE/COUNTY-  LA/LINCOLN
 CQ0991  USGS QUAD   -  RUSTON WEST (1994)
 CQ0991
 CQ0991                         *CURRENT SURVEY CONTROL
 CQ0991  ___________________________________________________________________
 CQ0991* NAD 83(1986)-  32 30 47.     (N)    092 43 48.     (W)     SCALED    
 CQ0991* NAVD 88     -       101.528  (meters)     333.10   (feet)  ADJUSTED  
 CQ0991  ___________________________________________________________________
 CQ0991  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0991  DYNAMIC HT  -         101.414 (meters)     332.72  (feet)  COMP
 CQ0991  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 CQ0991
 CQ0991  VERT ORDER  -  FIRST     CLASS I
 CQ0991
 CQ0991.The horizontal coordinates were scaled from a topographic map and have
 CQ0991.an estimated accuracy of +/- 6 seconds.
 CQ0991
 CQ0991.The orthometric height was determined by differential leveling
 CQ0991.and adjusted by the National Geodetic Survey in June 1991..
 CQ0991
 CQ0991.The geoid height was determined by GEOID03.
 CQ0991
 CQ0991.The dynamic height is computed by dividing the NAVD 88
 CQ0991.geopotential number by the normal gravity value computed on the
 CQ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0991.degrees latitude (g = 980.6199 gals.).
 CQ0991
 CQ0991.The modeled gravity was interpolated from observed gravity values.
 CQ0991
 CQ0991;                    North         East    Units  Estimated Accuracy
 CQ0991;SPC LA N     -   223,230.      978,390.      MT  (+/- 180 meters Scaled)
 CQ0991
 CQ0991                          SUPERSEDED SURVEY CONTROL
 CQ0991
 CQ0991  NGVD 29 (??/??/??)  101.600  (m)          333.33   (f) ADJUSTED    1 1
 CQ0991
 CQ0991.Superseded values are not recommended for survey control.
 CQ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0991.See file dsdata.txt to determine how the superseded data were derived.
 CQ0991
 CQ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR253973(NAD 83)
 CQ0991_MARKER: DD = SURVEY DISK
 CQ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0991_STAMPING: 1324 A
 CQ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0991+STABILITY: SURFACE MOTION
 CQ0991
 CQ0991  HISTORY     - Date     Condition        Report By
 CQ0991  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0991  HISTORY     - 1969     GOOD             CGS
 CQ0991  HISTORY     - 1981     GOOD             LADTD
 CQ0991  HISTORY     - 1987     GOOD             USPSQD
 CQ0991
 CQ0991                          STATION DESCRIPTION
 CQ0991
 CQ0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0991'3.85 MI SE FROM SIMSBORO.
 CQ0991'ABOUT 3.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO
 CQ0991'SCHOOL AT SIMSBORO, OR ABOUT 0.25 MILE SOUTH ALONG SOUTH TRENTON
 CQ0991'STREET WHICH IS U.S. HIGHWAYS 80 AND 167 FROM THE COURTHOUSE AT
 CQ0991'RUSTON, THENCE 5.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 80, 34 FEET
 CQ0991'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE WEST
 CQ0991'CORNER OF A HOUSE, 6 1/2 FEET NORTHWEST OF POWER POLE NUMBER 102, 3
 CQ0991'1/2 FEET SOUTHWEST OF A GAS METER, 0.9 FOOT NORTHWEST OF A METAL
 CQ0991'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 CQ0991'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF
 CQ0991'THE GROUND.  SEC 25, T 18N, R 4W.
 CQ0991
 CQ0991                          STATION RECOVERY (1981)
 CQ0991
 CQ0991'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0991'RECOVERED IN GOOD CONDITION.
 CQ0991
 CQ0991                          STATION RECOVERY (1987)
 CQ0991
 CQ0991'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0992 ***********************************************************************
 CQ0992  DESIGNATION -  A 1325 LAGS
 CQ0992  PID         -  CQ0992
 CQ0992  STATE/COUNTY-  LA/LINCOLN
 CQ0992  USGS QUAD   -  RUSTON WEST (1994)
 CQ0992
 CQ0992                         *CURRENT SURVEY CONTROL
 CQ0992  ___________________________________________________________________
 CQ0992* NAD 83(1986)-  32 31 09.     (N)    092 44 38.     (W)     SCALED    
 CQ0992* NAVD 88     -       107.98   (+/-2cm)     354.3    (feet)  VERTCON   
 CQ0992  ___________________________________________________________________
 CQ0992  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0992
 CQ0992  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0992
 CQ0992.The horizontal coordinates were scaled from a topographic map and have
 CQ0992.an estimated accuracy of +/- 6 seconds.
 CQ0992
 CQ0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0992.The vertical order pertains to the NGVD 29 superseded value.
 CQ0992
 CQ0992.The geoid height was determined by GEOID03.
 CQ0992
 CQ0992;                    North         East    Units  Estimated Accuracy
 CQ0992;SPC LA N     -   223,910.      977,090.      MT  (+/- 180 meters Scaled)
 CQ0992
 CQ0992                          SUPERSEDED SURVEY CONTROL
 CQ0992
 CQ0992  NGVD 29 (??/??/??)  108.050  (m)          354.49   (f) ADJUSTED    1 2
 CQ0992
 CQ0992.Superseded values are not recommended for survey control.
 CQ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0992.See file dsdata.txt to determine how the superseded data were derived.
 CQ0992
 CQ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR240980(NAD 83)
 CQ0992_MARKER: DD = SURVEY DISK
 CQ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0992_STAMPING: A 1325
 CQ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0992+STABILITY: SURFACE MOTION
 CQ0992
 CQ0992  HISTORY     - Date     Condition        Report By
 CQ0992  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0992  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0992
 CQ0992                          STATION DESCRIPTION
 CQ0992
 CQ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0992'3.2 MI E FROM SIMSBORO.
 CQ0992'3.2 MILES EAST ALONG U. S. HIGHWAY 80 FROM SIMSBORO, LINCOLN PARISH,
 CQ0992'ABOUT 140 FEET WEST OF THE JUNCTION OF A PRIVATE DRIVEWAY, ABOUT 131
 CQ0992'FEET SOUTHWEST OF A WELL 40 FEET NORTHWEST OF A TENANT HOUSE, AND 35
 CQ0992'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STATE SURVEY
 CQ0992'STANDARD DISK, STAMPED A 1325 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1000 ***********************************************************************
 CQ1000  DESIGNATION -  A 1329 LAGS
 CQ1000  PID         -  CQ1000
 CQ1000  STATE/COUNTY-  LA/LINCOLN
 CQ1000  USGS QUAD   -  SIMSBORO (1994)
 CQ1000
 CQ1000                         *CURRENT SURVEY CONTROL
 CQ1000  ___________________________________________________________________
 CQ1000* NAD 83(1986)-  32 31 31.     (N)    092 46 13.     (W)     SCALED    
 CQ1000* NAVD 88     -       106.35   (+/-2cm)     348.9    (feet)  VERTCON   
 CQ1000  ___________________________________________________________________
 CQ1000  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1000
 CQ1000  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1000
 CQ1000.The horizontal coordinates were scaled from a topographic map and have
 CQ1000.an estimated accuracy of +/- 6 seconds.
 CQ1000
 CQ1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1000.The vertical order pertains to the NGVD 29 superseded value.
 CQ1000
 CQ1000.The geoid height was determined by GEOID03.
 CQ1000
 CQ1000;                    North         East    Units  Estimated Accuracy
 CQ1000;SPC LA N     -   224,590.      974,610.      MT  (+/- 180 meters Scaled)
 CQ1000
 CQ1000                          SUPERSEDED SURVEY CONTROL
 CQ1000
 CQ1000  NGVD 29 (??/??/??)  106.421  (m)          349.15   (f) ADJUSTED    1 2
 CQ1000
 CQ1000.Superseded values are not recommended for survey control.
 CQ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1000.See file dsdata.txt to determine how the superseded data were derived.
 CQ1000
 CQ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR215986(NAD 83)
 CQ1000_MARKER: DD = SURVEY DISK
 CQ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1000_STAMPING: A 1329
 CQ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1000+STABILITY: SURFACE MOTION
 CQ1000
 CQ1000  HISTORY     - Date     Condition        Report By
 CQ1000  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1000  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1000
 CQ1000                          STATION DESCRIPTION
 CQ1000
 CQ1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1000'1.2 MI E FROM SIMSBORO.
 CQ1000'1.2 MILES EAST ALONG U. S. HIGHWAY 80 FROM SIMSBORO, LINCOLN PARISH,
 CQ1000'ABOUT 200 FEET SOUTHWEST OF THE RESIDENCE, OF MRS. JOHN NOBLE, 136
 CQ1000'FEET SOUTHWEST OF THE SOUTH CORNER OF THE RESIDENCE, 39 FEET SOUTHWEST
 CQ1000'OF THE CENTER LINE OF THE HIGHWAY, AND 11 FEET FROM A WATER WELL SOUTH
 CQ1000'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED A 1329 AND SET
 CQ1000'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1683 ***********************************************************************
 BW1683  DESIGNATION -  A 133
 BW1683  PID         -  BW1683
 BW1683  STATE/COUNTY-  LA/CATAHOULA
 BW1683  USGS QUAD   -  MANIFEST (1983)
 BW1683
 BW1683                         *CURRENT SURVEY CONTROL
 BW1683  ___________________________________________________________________
 BW1683* NAD 83(1986)-  31 40 43.     (N)    091 53 00.     (W)     SCALED    
 BW1683* NAVD 88     -        16.73   (+/-2cm)      54.9    (feet)  VERTCON   
 BW1683  ___________________________________________________________________
 BW1683  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BW1683
 BW1683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1683
 BW1683.The horizontal coordinates were scaled from a topographic map and have
 BW1683.an estimated accuracy of +/- 6 seconds.
 BW1683
 BW1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1683.The vertical order pertains to the NGVD 29 superseded value.
 BW1683
 BW1683.The geoid height was determined by GEOID03.
 BW1683
 BW1683;                    North         East    Units  Estimated Accuracy
 BW1683;SPC LA N     -   130,850.    1,058,470.      MT  (+/- 180 meters Scaled)
 BW1683
 BW1683                          SUPERSEDED SURVEY CONTROL
 BW1683
 BW1683  NGVD 29 (??/??/92)   16.723  (m)           54.87   (f) ADJ UNCH    2 0
 BW1683
 BW1683.Superseded values are not recommended for survey control.
 BW1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1683.See file dsdata.txt to determine how the superseded data were derived.
 BW1683
 BW1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR058053(NAD 83)
 BW1683_MARKER: DB = BENCH MARK DISK
 BW1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1683_STAMPING: A 133 1950
 BW1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1683+STABILITY: SURFACE MOTION
 BW1683
 BW1683  HISTORY     - Date     Condition        Report By
 BW1683  HISTORY     - 1950     MONUMENTED       CGS
 BW1683
 BW1683                          STATION DESCRIPTION
 BW1683
 BW1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1683'4.25 MI SW FROM WALLACE RIDGE.
 BW1683'1.35 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 BW1683'WALLACE RIDGE, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 259.  AT THE
 BW1683'SANDY LAKE PENTECOSTAL CHURCH, 107 FEET SOUTH OF THE CENTER LINE OF
 BW1683'THE HIGHWAY, 73 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH,
 BW1683'67 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 1 FOOT WEST
 BW1683'OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BW1683'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0953 ***********************************************************************
 CQ0953  DESIGNATION -  A 1358 LAGS
 CQ0953  PID         -  CQ0953
 CQ0953  STATE/COUNTY-  LA/LINCOLN
 CQ0953  USGS QUAD   -  RUSTON EAST (1994)
 CQ0953
 CQ0953                         *CURRENT SURVEY CONTROL
 CQ0953  ___________________________________________________________________
 CQ0953* NAD 83(1986)-  32 31 45.     (N)    092 30 37.     (W)     SCALED    
 CQ0953* NAVD 88     -        51.03   (+/-2cm)     167.4    (feet)  VERTCON   
 CQ0953  ___________________________________________________________________
 CQ0953  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0953
 CQ0953  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0953
 CQ0953.The horizontal coordinates were scaled from a topographic map and have
 CQ0953.an estimated accuracy of +/- 6 seconds.
 CQ0953
 CQ0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0953.The vertical order pertains to the NGVD 29 superseded value.
 CQ0953
 CQ0953.The geoid height was determined by GEOID03.
 CQ0953
 CQ0953;                    North         East    Units  Estimated Accuracy
 CQ0953;SPC LA N     -   224,990.      999,030.      MT  (+/- 180 meters Scaled)
 CQ0953
 CQ0953                          SUPERSEDED SURVEY CONTROL
 CQ0953
 CQ0953  NGVD 29 (??/??/??)   51.091  (m)          167.62   (f) ADJUSTED    1 2
 CQ0953
 CQ0953.Superseded values are not recommended for survey control.
 CQ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0953.See file dsdata.txt to determine how the superseded data were derived.
 CQ0953
 CQ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR459991(NAD 83)
 CQ0953_MARKER: DD = SURVEY DISK
 CQ0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0953+STABILITY: SURFACE MOTION
 CQ0953
 CQ0953  HISTORY     - Date     Condition        Report By
 CQ0953  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0953  HISTORY     - 1969     GOOD             CGS
 CQ0953
 CQ0953                          STATION DESCRIPTION
 CQ0953
 CQ0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0953'0.2 MI E FROM CHOUDRANT.
 CQ0953'ABOUT 0.2 MILE E OF CHOUDRANT, LINCOLN COUNTY, 88 FEET SOUTH OF THE
 CQ0953'CENTER LINE OF US HWY 80, 186 FEET SE OF A CONCRETE CULVERT, IN THE SE
 CQ0953'CORNER OF A FRUIT ORCHARD, ON THE PROPERTY OF JE FORD.  A STANDARD WPA
 CQ0953'DISC SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0316 ***********************************************************************
 BX0316  DESIGNATION -  A 137
 BX0316  PID         -  BX0316
 BX0316  STATE/COUNTY-  LA/CALDWELL
 BX0316  USGS QUAD   -  OLLA EAST (1984)
 BX0316
 BX0316                         *CURRENT SURVEY CONTROL
 BX0316  ___________________________________________________________________
 BX0316* NAD 83(1986)-  31 58 55.     (N)    092 12 58.     (W)     SCALED    
 BX0316* NAVD 88     -        39.45   (+/-2cm)     129.4    (feet)  VERTCON   
 BX0316  ___________________________________________________________________
 BX0316  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BX0316
 BX0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0316
 BX0316.The horizontal coordinates were scaled from a topographic map and have
 BX0316.an estimated accuracy of +/- 6 seconds.
 BX0316
 BX0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0316.The vertical order pertains to the NGVD 29 superseded value.
 BX0316
 BX0316.The geoid height was determined by GEOID03.
 BX0316
 BX0316;                    North         East    Units  Estimated Accuracy
 BX0316;SPC LA N     -   164,350.    1,026,830.      MT  (+/- 180 meters Scaled)
 BX0316
 BX0316                          SUPERSEDED SURVEY CONTROL
 BX0316
 BX0316  NGVD 29 (??/??/??)   39.470  (m)          129.49   (f) ADJUSTED    2 0
 BX0316
 BX0316.Superseded values are not recommended for survey control.
 BX0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0316.See file dsdata.txt to determine how the superseded data were derived.
 BX0316
 BX0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR740387(NAD 83)
 BX0316_MARKER: DB = BENCH MARK DISK
 BX0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0316_STAMPING: A 137 1950
 BX0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0316+STABILITY: SURFACE MOTION
 BX0316
 BX0316  HISTORY     - Date     Condition        Report By
 BX0316  HISTORY     - 1950     MONUMENTED       CGS
 BX0316
 BX0316                          STATION DESCRIPTION
 BX0316
 BX0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0316'3.1 MI W FROM KELLY.
 BX0316'1.55 MILES WEST ALONG STATE HIGHWAY NO. 246 FROM THE POST OFFICE AT
 BX0316'KELLY, THENCE 1.55 MILES WEST ALONG A PARISH ROAD. AT A COUNTRY
 BX0316'CHURCH, ABOUT 0.15 MILE SOUTHWEST OF A SCHOOL BUILDING, 91 FEET SOUTH
 BX0316'OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 60 FEET NORTH OF THE
 BX0316'CENTER LINE OF THE ROAD, 16 FEET SOUTHEAST OF THE CENTER LINE OF A
 BX0316'ROAD LEADING NORTHEAST TO THE SCHOOL BUILDING, 7 FEET NORTH OF A
 BX0316'14-INCH OAK TREE, 6 FEET SOUTH OF A POWER LINE METER POLE, SET IN THE
 BX0316'TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.2 FOOT
 BX0316'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1165 ***********************************************************************
 CQ1165  DESIGNATION -  A 1379 LAGS
 CQ1165  PID         -  CQ1165
 CQ1165  STATE/COUNTY-  LA/LINCOLN
 CQ1165  USGS QUAD   -  RUSTON EAST (1994)
 CQ1165
 CQ1165                         *CURRENT SURVEY CONTROL
 CQ1165  ___________________________________________________________________
 CQ1165* NAD 83(1986)-  32 35 47.     (N)    092 37 27.     (W)     SCALED    
 CQ1165* NAVD 88     -        82.96   (+/-2cm)     272.2    (feet)  VERTCON   
 CQ1165  ___________________________________________________________________
 CQ1165  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1165
 CQ1165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1165
 CQ1165.The horizontal coordinates were scaled from a topographic map and have
 CQ1165.an estimated accuracy of +/- 6 seconds.
 CQ1165
 CQ1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1165.The vertical order pertains to the NGVD 29 superseded value.
 CQ1165
 CQ1165.The geoid height was determined by GEOID03.
 CQ1165
 CQ1165;                    North         East    Units  Estimated Accuracy
 CQ1165;SPC LA N     -   232,450.      988,340.      MT  (+/- 180 meters Scaled)
 CQ1165
 CQ1165                          SUPERSEDED SURVEY CONTROL
 CQ1165
 CQ1165  NGVD 29 (??/??/??)   83.035  (m)          272.42   (f) ADJUSTED    2 0
 CQ1165
 CQ1165.Superseded values are not recommended for survey control.
 CQ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1165.See file dsdata.txt to determine how the superseded data were derived.
 CQ1165
 CQ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS352066(NAD 83)
 CQ1165_MARKER: DD = SURVEY DISK
 CQ1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1165+STABILITY: SURFACE MOTION
 CQ1165
 CQ1165  HISTORY     - Date     Condition        Report By
 CQ1165  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1165  HISTORY     - 1969     GOOD             LADH
 CQ1165
 CQ1165                          STATION DESCRIPTION
 CQ1165
 CQ1165'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1165'6.3 MI N FROM RUSTON.
 CQ1165'LOCATED 4.7 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1165'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG STATE HIGHWAY LA. 3072
 CQ1165'FOR 1.6 MILES TO THE MARK ON THE LEFT.  IT IS 1.8 MILES WEST OF THE
 CQ1165'INTERSECTION OF STATE HIGHWAYS LA. 33 AND LA. 3072.  IT IS AT THE TOP
 CQ1165'OF A HILL ON HOWARD LINER PROPERTY, 67 FEET NORTH OF THE CENTERLINE OF
 CQ1165'THE HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF A WOODS ROAD, 5 FEET
 CQ1165'NORTHEAST OF A 33-INCH POST OAK TREE BLAZED WITH A TRIANGLE AND 1 FOOT
 CQ1165'NORTH OF A STEEL WITNESS POST.  IT IS A BOLT SET IN THE TOP OF A
 CQ1165'CONCRETE POST PROJECTING 3-INCHES.  NOTE-- THERE IS NO STAMPING ON
 CQ1165'THIS MONUMENT.  SECTION 36, T 19N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1768 ***********************************************************************
 BW1768  DESIGNATION -  A 138
 BW1768  PID         -  BW1768
 BW1768  STATE/COUNTY-  LA/CATAHOULA
 BW1768  USGS QUAD   -  ENTERPRISE (1984)
 BW1768
 BW1768                         *CURRENT SURVEY CONTROL
 BW1768  ___________________________________________________________________
 BW1768* NAD 83(1986)-  31 54 03.     (N)    091 54 36.     (W)     SCALED    
 BW1768* NAVD 88     -        22.51   (+/-2cm)      73.9    (feet)  VERTCON   
 BW1768  ___________________________________________________________________
 BW1768  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BW1768
 BW1768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1768
 BW1768.The horizontal coordinates were scaled from a topographic map and have
 BW1768.an estimated accuracy of +/- 6 seconds.
 BW1768
 BW1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1768.The vertical order pertains to the NGVD 29 superseded value.
 BW1768
 BW1768.The geoid height was determined by GEOID03.
 BW1768
 BW1768;                    North         East    Units  Estimated Accuracy
 BW1768;SPC LA N     -   155,470.    1,055,810.      MT  (+/- 180 meters Scaled)
 BW1768
 BW1768                          SUPERSEDED SURVEY CONTROL
 BW1768
 BW1768  NGVD 29 (??/??/92)   22.517  (m)           73.87   (f) ADJ UNCH    2 0
 BW1768
 BW1768.Superseded values are not recommended for survey control.
 BW1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1768.See file dsdata.txt to determine how the superseded data were derived.
 BW1768
 BW1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR030299(NAD 83)
 BW1768_MARKER: DB = BENCH MARK DISK
 BW1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1768_STAMPING: A 138 1950
 BW1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1768+STABILITY: SURFACE MOTION
 BW1768
 BW1768  HISTORY     - Date     Condition        Report By
 BW1768  HISTORY     - 1950     MONUMENTED       CGS
 BW1768  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1768
 BW1768                          STATION DESCRIPTION
 BW1768
 BW1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1768'1.2 MI W FROM ENTERPRISE.
 BW1768'1.2 MILES WEST ALONG STATE HIGHWAY 68 FROM THE SCHOOL AT ENTERPRISE,
 BW1768'AT A T ROAD JUNCTION, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BW1768'ON THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 82 FEET EAST OF
 BW1768'THE CENTER OF THE NORTH END OF A 2 FOOT CONCRETE PIPE CULVERT, 1.6
 BW1768'FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 BW1768'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BW1768
 BW1768                          STATION RECOVERY (1981)
 BW1768
 BW1768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2484 ***********************************************************************
 BX2484  DESIGNATION -  A 139
 BX2484  PID         -  BX2484
 BX2484  STATE/COUNTY-  LA/WINN
 BX2484  USGS QUAD   -  FLAT CREEK (1984)
 BX2484
 BX2484                         *CURRENT SURVEY CONTROL
 BX2484  ___________________________________________________________________
 BX2484* NAD 83(1986)-  31 59 37.     (N)    092 23 17.     (W)     SCALED    
 BX2484* NAVD 88     -        56.86   (+/-2cm)     186.5    (feet)  VERTCON   
 BX2484  ___________________________________________________________________
 BX2484  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BX2484
 BX2484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2484
 BX2484.The horizontal coordinates were scaled from a topographic map and have
 BX2484.an estimated accuracy of +/- 6 seconds.
 BX2484
 BX2484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2484.The vertical order pertains to the NGVD 29 superseded value.
 BX2484
 BX2484.The geoid height was determined by GEOID03.
 BX2484
 BX2484;                    North         East    Units  Estimated Accuracy
 BX2484;SPC LA N     -   165,610.    1,010,580.      MT  (+/- 180 meters Scaled)
 BX2484
 BX2484                          SUPERSEDED SURVEY CONTROL
 BX2484
 BX2484  NGVD 29 (??/??/??)   56.885  (m)          186.63   (f) ADJUSTED    2 0
 BX2484
 BX2484.Superseded values are not recommended for survey control.
 BX2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2484.See file dsdata.txt to determine how the superseded data were derived.
 BX2484
 BX2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR578398(NAD 83)
 BX2484_MARKER: DB = BENCH MARK DISK
 BX2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2484_STAMPING: A 139 1950
 BX2484
 BX2484  HISTORY     - Date     Condition        Report By
 BX2484  HISTORY     - UNK      MONUMENTED
 BX2484
 BX2484                          STATION DESCRIPTION
 BX2484
 BX2484'DESCRIBED UNK
 BX2484'15.9 MI NW FROM OLLA.
 BX2484'14.85 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 BX2484'PACIFIC RAILROAD STATION AT OLLA, THENCE 1.05 MILES SOUTH ALONG STATE
 BX2484'HIGHWAY NO. 413.  ON THE SIDE OF A HILL SLOPING DOWN TO THE NORTHEAST,
 BX2484'68 FEET NORTHEAST OF A 3-WAY  Y CORNER FENCE POST, 29 FEET NORTHWEST
 BX2484'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF A 6-INCH PINE
 BX2484'WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 11 FEET
 BX2484'SOUTHWEST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST
 BX2484'SIDE OF THE TREE, 1.4 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF
 BX2484'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BX2484'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.85 MILE
 BX2484'NORTH OF BENCH MARK B 139.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1714 ***********************************************************************
 CQ1714  DESIGNATION -  A 140
 CQ1714  PID         -  CQ1714
 CQ1714  STATE/COUNTY-  LA/DE SOTO
 CQ1714  USGS QUAD   -  LONGSTREET (1972)
 CQ1714
 CQ1714                         *CURRENT SURVEY CONTROL
 CQ1714  ___________________________________________________________________
 CQ1714* NAD 83(1986)-  32 05 13.     (N)    093 57 10.     (W)     SCALED    
 CQ1714* NAVD 88     -        94.262  (meters)     309.26   (feet)  ADJUSTED  
 CQ1714  ___________________________________________________________________
 CQ1714  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1714  DYNAMIC HT  -          94.154 (meters)     308.90  (feet)  COMP
 CQ1714  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CQ1714
 CQ1714  VERT ORDER  -  FIRST     CLASS II
 CQ1714
 CQ1714.The horizontal coordinates were scaled from a topographic map and have
 CQ1714.an estimated accuracy of +/- 6 seconds.
 CQ1714
 CQ1714.The orthometric height was determined by differential leveling
 CQ1714.and adjusted by the National Geodetic Survey in June 1991..
 CQ1714
 CQ1714.The geoid height was determined by GEOID03.
 CQ1714
 CQ1714.The dynamic height is computed by dividing the NAVD 88
 CQ1714.geopotential number by the normal gravity value computed on the
 CQ1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1714.degrees latitude (g = 980.6199 gals.).
 CQ1714
 CQ1714.The modeled gravity was interpolated from observed gravity values.
 CQ1714
 CQ1714;                    North         East    Units  Estimated Accuracy
 CQ1714;SPC LA N     -   176,870.      862,870.      MT  (+/- 180 meters Scaled)
 CQ1714
 CQ1714                          SUPERSEDED SURVEY CONTROL
 CQ1714
 CQ1714  NGVD 29 (??/??/??)   94.317  (m)          309.44   (f) ADJUSTED    1 2
 CQ1714
 CQ1714.Superseded values are not recommended for survey control.
 CQ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1714.See file dsdata.txt to determine how the superseded data were derived.
 CQ1714
 CQ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR100504(NAD 83)
 CQ1714_MARKER: DB = BENCH MARK DISK
 CQ1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1714_STAMPING: A 140 1952
 CQ1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1714+STABILITY: SURFACE MOTION
 CQ1714
 CQ1714  HISTORY     - Date     Condition        Report By
 CQ1714  HISTORY     - 1952     MONUMENTED       CGS
 CQ1714  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1714  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1714
 CQ1714                          STATION DESCRIPTION
 CQ1714
 CQ1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1714'0.85 MI SW FROM LONGSTREET.
 CQ1714'0.85 MILE SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE TEXAS AND NEW
 CQ1714'ORLEANS RAILROAD STATION AT LONGSTREET, 59 FEET SOUTHWEST OF THE
 CQ1714'CENTER OF A GRAVELED ROAD CROSSING ON THE TEXAS AND NEW ORLEANS
 CQ1714'RAILROAD, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET WEST
 CQ1714'OF THE WEST RAIL, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ1714'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CQ1714
 CQ1714                          STATION RECOVERY (1979)
 CQ1714
 CQ1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1714'MARK NOT FOUND.
 CQ1714
 CQ1714                          STATION RECOVERY (1996)
 CQ1714
 CQ1714'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1736 ***********************************************************************
 CQ1736  DESIGNATION -  A 141
 CQ1736  PID         -  CQ1736
 CQ1736  STATE/COUNTY-  LA/CADDO
 CQ1736  USGS QUAD   -  STONEWALL (1992)
 CQ1736
 CQ1736                         *CURRENT SURVEY CONTROL
 CQ1736  ___________________________________________________________________
 CQ1736* NAD 83(1986)-  32 16 43.     (N)    093 51 39.     (W)     SCALED    
 CQ1736* NAVD 88     -        62.793  (meters)     206.01   (feet)  ADJUSTED  
 CQ1736  ___________________________________________________________________
 CQ1736  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1736  DYNAMIC HT  -          62.721 (meters)     205.78  (feet)  COMP
 CQ1736  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CQ1736
 CQ1736  VERT ORDER  -  FIRST     CLASS II
 CQ1736
 CQ1736.The horizontal coordinates were scaled from a topographic map and have
 CQ1736.an estimated accuracy of +/- 6 seconds.
 CQ1736
 CQ1736.The orthometric height was determined by differential leveling
 CQ1736.and adjusted by the National Geodetic Survey in June 1991..
 CQ1736
 CQ1736.The geoid height was determined by GEOID03.
 CQ1736
 CQ1736.The dynamic height is computed by dividing the NAVD 88
 CQ1736.geopotential number by the normal gravity value computed on the
 CQ1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1736.degrees latitude (g = 980.6199 gals.).
 CQ1736
 CQ1736.The modeled gravity was interpolated from observed gravity values.
 CQ1736
 CQ1736;                    North         East    Units  Estimated Accuracy
 CQ1736;SPC LA N     -   198,010.      871,810.      MT  (+/- 180 meters Scaled)
 CQ1736
 CQ1736                          SUPERSEDED SURVEY CONTROL
 CQ1736
 CQ1736  NGVD 29 (??/??/??)   62.861  (m)          206.24   (f) ADJUSTED    1 2
 CQ1736
 CQ1736.Superseded values are not recommended for survey control.
 CQ1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1736.See file dsdata.txt to determine how the superseded data were derived.
 CQ1736
 CQ1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR189716(NAD 83)
 CQ1736_MARKER: DB = BENCH MARK DISK
 CQ1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1736_STAMPING: A 141 1952
 CQ1736_PROJECTION: PROJECTING 20 CENTIMETERS
 CQ1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1736+STABILITY: SURFACE MOTION
 CQ1736
 CQ1736  HISTORY     - Date     Condition        Report By
 CQ1736  HISTORY     - 1952     MONUMENTED       CGS
 CQ1736  HISTORY     - 1979     GOOD             NGS
 CQ1736  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ1736  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1736
 CQ1736                          STATION DESCRIPTION
 CQ1736
 CQ1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1736'4.4 MI SW FROM KEITHVILLE.
 CQ1736'1.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1736'STATION AT KEITHVILLE, THENCE 3.2 MILES SOUTHWEST ALONG AN OILED ROAD,
 CQ1736'57 FEET EAST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTH OF THE
 CQ1736'CENTER LINE OF A DIRT ROAD LEADING EAST, 3 FEET NORTHEAST OF A FENCE
 CQ1736'CORNER, 4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ1736'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CQ1736
 CQ1736                          STATION RECOVERY (1979)
 CQ1736
 CQ1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1736'OMIT-1.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CQ1736'FROM THE STATION AT KEITHVILLE, THENCE 3.2 MILES SOUTHWEST ALONG AN
 CQ1736'OILED ROAD.
 CQ1736'ADD-0.45 MILE SOUTHWEST ALONG OLD MANSFIELD ROAD (KEITHVILLE
 CQ1736'LODGE ROAD) FROM THE POST OFFICE IN KEITHVILLE, THENCE
 CQ1736'4.0 MILES SOUTHWEST ALONG KEITHVILLE-KEATCHIE ROAD, AT THE JUNCTION
 CQ1736'OF A DIRT ROAD LEADING EAST.
 CQ1736
 CQ1736                          STATION RECOVERY (1994)
 CQ1736
 CQ1736'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1736'MARK NOT FOUND.
 CQ1736
 CQ1736                          STATION RECOVERY (1999)
 CQ1736
 CQ1736'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1436 ***********************************************************************
 BX1436  DESIGNATION -  A 142
 BX1436  PID         -  BX1436
 BX1436  STATE/COUNTY-  LA/WINN
 BX1436  USGS QUAD   -  ATLANTA (1984)
 BX1436
 BX1436                         *CURRENT SURVEY CONTROL
 BX1436  ___________________________________________________________________
 BX1436* NAD 83(1986)-  31 48 29.     (N)    092 44 05.     (W)     SCALED    
 BX1436* NAVD 88     -        73.16   (+/-2cm)     240.0    (feet)  VERTCON   
 BX1436  ___________________________________________________________________
 BX1436  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX1436
 BX1436  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1436
 BX1436.The horizontal coordinates were scaled from a topographic map and have
 BX1436.an estimated accuracy of +/- 6 seconds.
 BX1436
 BX1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1436.The vertical order pertains to the NGVD 29 superseded value.
 BX1436
 BX1436.The geoid height was determined by GEOID03.
 BX1436
 BX1436;                    North         East    Units  Estimated Accuracy
 BX1436;SPC LA N     -   145,060.      977,780.      MT  (+/- 180 meters Scaled)
 BX1436
 BX1436                          SUPERSEDED SURVEY CONTROL
 BX1436
 BX1436  NGVD 29 (??/??/??)   73.177  (m)          240.08   (f) ADJUSTED    1 2
 BX1436
 BX1436.Superseded values are not recommended for survey control.
 BX1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1436.See file dsdata.txt to determine how the superseded data were derived.
 BX1436
 BX1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR251191(NAD 83)
 BX1436_MARKER: DB = BENCH MARK DISK
 BX1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1436_STAMPING: A 142 1950
 BX1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1436+STABILITY: SURFACE MOTION
 BX1436
 BX1436  HISTORY     - Date     Condition        Report By
 BX1436  HISTORY     - 1950     MONUMENTED       CGS
 BX1436  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1436
 BX1436                          STATION DESCRIPTION
 BX1436
 BX1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1436'IN ATLANTA.
 BX1436'AT ATLANTA, 0.1 MILE NORTHWEST OF AND ACROSS STATE HIGHWAY 5 FROM THE
 BX1436'HIGH SCHOOL, AT THE SOUTH EDGE OF A CEMETERY, 66.5 FEET SOUTH OF THE
 BX1436'SOUTHEAST CORNER OF THE GRANITE BASE OF THE WILLIAM LANGSFORD PHARIS
 BX1436'AND HESTER PHARIS MONUMENT, 62 FEET NORTH OF THE NORTH WALL OF THE
 BX1436'METHODIST CHURCH, 18 FEET EAST OF THE EAST END OF A GATE AT THE SOUTH
 BX1436'ENTRANCE TO THE CEMETERY, 4.0 FEET WEST OF THE EXTENDED EAST WALL OF
 BX1436'THE CHURCH, 3.0 FEET SOUTH OF A FENCE ALONG THE SOUTH BOUNDARY OF THE
 BX1436'CEMETERY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 BX1436'ABOVE THE GROUND.
 BX1436
 BX1436                          STATION RECOVERY (1981)
 BX1436
 BX1436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1958 ***********************************************************************
 CQ1958  DESIGNATION -  A 1420
 CQ1958  PID         -  CQ1958
 CQ1958  STATE/COUNTY-  LA/BOSSIER
 CQ1958  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1958
 CQ1958                         *CURRENT SURVEY CONTROL
 CQ1958  ___________________________________________________________________
 CQ1958* NAD 83(1986)-  32 32 05.     (N)    093 43 13.     (W)     SCALED    
 CQ1958* NAVD 88     -        52.112  (meters)     170.97   (feet)  ADJUSTED  
 CQ1958  ___________________________________________________________________
 CQ1958  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1958  DYNAMIC HT  -          52.053 (meters)     170.78  (feet)  COMP
 CQ1958  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 CQ1958
 CQ1958  VERT ORDER  -  FIRST     CLASS II
 CQ1958
 CQ1958.The horizontal coordinates were scaled from a topographic map and have
 CQ1958.an estimated accuracy of +/- 6 seconds.
 CQ1958
 CQ1958.The orthometric height was determined by differential leveling
 CQ1958.and adjusted by the National Geodetic Survey in June 1991..
 CQ1958
 CQ1958.The geoid height was determined by GEOID03.
 CQ1958
 CQ1958.The dynamic height is computed by dividing the NAVD 88
 CQ1958.geopotential number by the normal gravity value computed on the
 CQ1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1958.degrees latitude (g = 980.6199 gals.).
 CQ1958
 CQ1958.The modeled gravity was interpolated from observed gravity values.
 CQ1958
 CQ1958;                    North         East    Units  Estimated Accuracy
 CQ1958;SPC LA N     -   226,250.      885,370.      MT  (+/- 180 meters Scaled)
 CQ1958
 CQ1958                          SUPERSEDED SURVEY CONTROL
 CQ1958
 CQ1958  NGVD 29 (??/??/??)   52.188  (m)          171.22   (f) ADJUSTED    1 2
 CQ1958
 CQ1958.Superseded values are not recommended for survey control.
 CQ1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1958.See file dsdata.txt to determine how the superseded data were derived.
 CQ1958
 CQ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR323999(NAD 83)
 CQ1958_MARKER: DD = SURVEY DISK
 CQ1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1958_STAMPING: 1420
 CQ1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1958+STABILITY: SURFACE MOTION
 CQ1958
 CQ1958  HISTORY     - Date     Condition        Report By
 CQ1958  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1958  HISTORY     - 1960     GOOD             USGS
 CQ1958  HISTORY     - 1983     GOOD             LOCSUR
 CQ1958  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1958
 CQ1958                          STATION DESCRIPTION
 CQ1958
 CQ1958'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CQ1958'IN BOSSIER CITY.
 CQ1958'AT BOSSIER CITY, 0.45 MI. N ALONG STATE HIGHWAY 3 FROM ITS JUNCTION
 CQ1958'WITH U.S. HIGHWAY 79 AND 80.  ABOUT 775 N OF THE ILLINOIS CENTRAL RR
 CQ1958'CROSSING.  150-FT. S OF STREET EAST AND 36-FT. E OF HIGHWAY.  3-FT. NW
 CQ1958'OF A POWER POLE.  IN S EDGE OF GRAVEL DRIVEWAY.  A STATE SURVEY
 CQ1958'STANDARD DISK AND SET IN THE TOP OF A CONCRETE POST.
 CQ1958
 CQ1958                          STATION RECOVERY (1983)
 CQ1958
 CQ1958'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 CQ1958'RECOVERED IN GOOD CONDITION.
 CQ1958
 CQ1958                          STATION RECOVERY (1987)
 CQ1958
 CQ1958'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ1958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1959 ***********************************************************************
 CQ1959  DESIGNATION -  A 1420 RESET
 CQ1959  PID         -  CQ1959
 CQ1959  STATE/COUNTY-  LA/BOSSIER
 CQ1959  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1959
 CQ1959                         *CURRENT SURVEY CONTROL
 CQ1959  ___________________________________________________________________
 CQ1959* NAD 83(1986)-  32 32 05.     (N)    093 43 13.     (W)     SCALED    
 CQ1959* NAVD 88     -        52.43   (meters)     172.0    (feet)  RESET     
 CQ1959  ___________________________________________________________________
 CQ1959  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1959
 CQ1959  VERT ORDER  -  THIRD
 CQ1959
 CQ1959.The horizontal coordinates were scaled from a topographic map and have
 CQ1959.an estimated accuracy of +/- 6 seconds.
 CQ1959
 CQ1959.The orthometric height was computed from unverified reset data.
 CQ1959
 CQ1959.The geoid height was determined by GEOID03.
 CQ1959
 CQ1959;                    North         East    Units  Estimated Accuracy
 CQ1959;SPC LA N     -   226,250.      885,370.      MT  (+/- 180 meters Scaled)
 CQ1959
 CQ1959                          SUPERSEDED SURVEY CONTROL
 CQ1959
 CQ1959  NGVD 29 (??/??/??)   52.51   (m)          172.3    (f) RESET       3  
 CQ1959
 CQ1959.Superseded values are not recommended for survey control.
 CQ1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1959.See file dsdata.txt to determine how the superseded data were derived.
 CQ1959
 CQ1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR323999(NAD 83)
 CQ1959_MARKER: DD = SURVEY DISK
 CQ1959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1959_SP_SET: MONUMENT
 CQ1959_STAMPING: A 1420 RESET 1970
 CQ1959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1959
 CQ1959  HISTORY     - Date     Condition        Report By
 CQ1959  HISTORY     - 1970     MONUMENTED       LADH
 CQ1959  HISTORY     - 1970     GOOD             NGS
 CQ1959  HISTORY     - 1987     GOOD             USPSQD
 CQ1959
 CQ1959                          STATION DESCRIPTION
 CQ1959
 CQ1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CQ1959'0.5 MI N FROM BOSSIER CITY.
 CQ1959'LOCATED 1 BLOCK SOUTH ALONG WILLIAMS STREET FROM THE POST OFFICE IN
 CQ1959'BOSSIER CITY, THENCE EAST 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY
 CQ1959'3, THENCE NORTH ALONG ST. HWY. 3 FOR 0.4 MILE, OR ABOUT 800 FT. NORTH
 CQ1959'OF THE ILLINOIS CENTRAL RAILROAD CROSSING, IN THE FRONT YARD OF HOUSE
 CQ1959'NUMBER 1657, 56 FT. EAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 3
 CQ1959'FT. NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE SAME HOUSE,
 CQ1959'40 FT. WEST OF THE CENTER OF THE HIGHWAY, 38.5 FT. NORTH OF A BELL IN
 CQ1959'THE FRONT YARD OF HOUSE NUMBER 1653, 46.5 FT. SOUTH OF A FIRE HYDRANT,
 CQ1959'10 FT. NORTH OF THE NORTH EDGE OF A DRIVEWAY.  IT IS A LOUISIANA
 CQ1959'GEODETIC SURVEY DISK SET IN THE TOP OF AN 8 IN. SQUARE CONCRETE
 CQ1959'MONUMENT FLUSH WITH THE GROUND.
 CQ1959
 CQ1959                          STATION RECOVERY (1987)
 CQ1959
 CQ1959'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1577 ***********************************************************************
 BX1577  DESIGNATION -  A 143
 BX1577  PID         -  BX1577
 BX1577  STATE/COUNTY-  LA/WINN
 BX1577  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1577
 BX1577                         *CURRENT SURVEY CONTROL
 BX1577  ___________________________________________________________________
 BX1577* NAD 83(1986)-  31 53 21.     (N)    092 31 32.     (W)     SCALED    
 BX1577* NAVD 88     -        29.53   (+/-2cm)      96.9    (feet)  VERTCON   
 BX1577  ___________________________________________________________________
 BX1577  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX1577
 BX1577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1577
 BX1577.The horizontal coordinates were scaled from a topographic map and have
 BX1577.an estimated accuracy of +/- 6 seconds.
 BX1577
 BX1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1577.The vertical order pertains to the NGVD 29 superseded value.
 BX1577
 BX1577.The geoid height was determined by GEOID03.
 BX1577
 BX1577;                    North         East    Units  Estimated Accuracy
 BX1577;SPC LA N     -   154,020.      997,580.      MT  (+/- 180 meters Scaled)
 BX1577
 BX1577                          SUPERSEDED SURVEY CONTROL
 BX1577
 BX1577  NGVD 29 (??/??/??)   29.550  (m)           96.95   (f) ADJUSTED    2 0
 BX1577
 BX1577.Superseded values are not recommended for survey control.
 BX1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1577.See file dsdata.txt to determine how the superseded data were derived.
 BX1577
 BX1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR448282(NAD 83)
 BX1577_MARKER: DB = BENCH MARK DISK
 BX1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1577_STAMPING: A 143 1950
 BX1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1577+STABILITY: SURFACE MOTION
 BX1577
 BX1577  HISTORY     - Date     Condition        Report By
 BX1577  HISTORY     - 1950     MONUMENTED       CGS
 BX1577  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX1577
 BX1577                          STATION DESCRIPTION
 BX1577
 BX1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1577'8.75 MI SE FROM WINNFIELD.
 BX1577'7.65 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX1577'WINNFIELD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD.  ON TOP OF A
 BX1577'RISE, 54 FEET SOUTH OF THE CREST OF A HUMP IN THE ROAD AS YOU APPROACH
 BX1577'FROM THE NORTH, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 18.2 FEET
 BX1577'SOUTHEAST OF A 14-INCH PINE TREE WITH A TRIANGULAR BLAZE, 16.7 FEET
 BX1577'EAST OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE, 2.4 FEET EAST OF
 BX1577'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BX1577'FOOT ABOVE THE GROUND.
 BX1577
 BX1577                          STATION RECOVERY (1982)
 BX1577
 BX1577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX1577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1758 ***********************************************************************
 CQ1758  DESIGNATION -  A 1435
 CQ1758  PID         -  CQ1758
 CQ1758  STATE/COUNTY-  LA/CADDO
 CQ1758  USGS QUAD   -  GREENWOOD (1982)
 CQ1758
 CQ1758                         *CURRENT SURVEY CONTROL
 CQ1758  ___________________________________________________________________
 CQ1758* NAD 83(1986)-  32 27 12.     (N)    093 52 34.     (W)     SCALED    
 CQ1758* NAVD 88     -        79.248  (meters)     260.00   (feet)  ADJUSTED  
 CQ1758  ___________________________________________________________________
 CQ1758  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1758  DYNAMIC HT  -          79.159 (meters)     259.71  (feet)  COMP
 CQ1758  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CQ1758
 CQ1758  VERT ORDER  -  FIRST     CLASS II
 CQ1758
 CQ1758.The horizontal coordinates were scaled from a topographic map and have
 CQ1758.an estimated accuracy of +/- 6 seconds.
 CQ1758
 CQ1758.The orthometric height was determined by differential leveling
 CQ1758.and adjusted by the National Geodetic Survey in June 1991..
 CQ1758
 CQ1758.The geoid height was determined by GEOID03.
 CQ1758
 CQ1758.The dynamic height is computed by dividing the NAVD 88
 CQ1758.geopotential number by the normal gravity value computed on the
 CQ1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1758.degrees latitude (g = 980.6199 gals.).
 CQ1758
 CQ1758.The modeled gravity was interpolated from observed gravity values.
 CQ1758
 CQ1758;                    North         East    Units  Estimated Accuracy
 CQ1758;SPC LA N     -   217,400.      870,620.      MT  (+/- 180 meters Scaled)
 CQ1758
 CQ1758                          SUPERSEDED SURVEY CONTROL
 CQ1758
 CQ1758  NGVD 29 (??/??/??)   79.321  (m)          260.24   (f) ADJUSTED    1 2
 CQ1758
 CQ1758.Superseded values are not recommended for survey control.
 CQ1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1758.See file dsdata.txt to determine how the superseded data were derived.
 CQ1758
 CQ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR176910(NAD 83)
 CQ1758_MARKER: DD = SURVEY DISK
 CQ1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1758_STAMPING: A 1435
 CQ1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1758+STABILITY: SURFACE MOTION
 CQ1758
 CQ1758  HISTORY     - Date     Condition        Report By
 CQ1758  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1758  HISTORY     - 1955     GOOD             CGS
 CQ1758  HISTORY     - 1990     GOOD             USPSQD
 CQ1758  HISTORY     - 19990206 GOOD             USPSQD
 CQ1758
 CQ1758                          STATION DESCRIPTION
 CQ1758
 CQ1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1758'6.1 MI E FROM GREENWOOD.
 CQ1758'2.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1758'GREENWOOD, THENCE 1.65 MILES EAST ALONG STATE ROAD 1525, THENCE 0.75
 CQ1758'MILE NORTHEAST ALONG AN OILED ROAD, THENCE 1.6 MILES EAST ALONG U.S.
 CQ1758'HIGHWAY 80, 0.1 MILE WEST OF A JUNCTION WITH BROADACRES ROAD, 0.1 MILE
 CQ1758'EAST OF THE EPPS CEMETERY, 97 FEET WEST OF THE CENTER LINE OF A
 CQ1758'DRIVEWAY LEADING NORTH, 59.5 FEET WEST OF A POWER POLE, 43 FEET WEST
 CQ1758'OF A FENCE CORNER, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14
 CQ1758'FEET SOUTHWEST OF A 24 INCH OAK TREE, 2 FEET SOUTH OF A FENCE, 1 FOOT
 CQ1758'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1758'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CQ1758
 CQ1758                          STATION RECOVERY (1990)
 CQ1758
 CQ1758'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1758'RECOVERED IN GOOD CONDITION.
 CQ1758
 CQ1758                          STATION RECOVERY (1999)
 CQ1758
 CQ1758'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1756 ***********************************************************************
 CQ1756  DESIGNATION -  A 1436
 CQ1756  PID         -  CQ1756
 CQ1756  STATE/COUNTY-  LA/CADDO
 CQ1756  USGS QUAD   -  GREENWOOD (1982)
 CQ1756
 CQ1756                         *CURRENT SURVEY CONTROL
 CQ1756  ___________________________________________________________________
 CQ1756* NAD 83(1986)-  32 27 09.     (N)    093 52 57.     (W)     SCALED    
 CQ1756* NAVD 88     -        82.351  (meters)     270.18   (feet)  ADJUSTED  
 CQ1756  ___________________________________________________________________
 CQ1756  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1756  DYNAMIC HT  -          82.258 (meters)     269.87  (feet)  COMP
 CQ1756  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 CQ1756
 CQ1756  VERT ORDER  -  FIRST     CLASS II
 CQ1756
 CQ1756.The horizontal coordinates were scaled from a topographic map and have
 CQ1756.an estimated accuracy of +/- 6 seconds.
 CQ1756
 CQ1756.The orthometric height was determined by differential leveling
 CQ1756.and adjusted by the National Geodetic Survey in June 1991..
 CQ1756
 CQ1756.The geoid height was determined by GEOID03.
 CQ1756
 CQ1756.The dynamic height is computed by dividing the NAVD 88
 CQ1756.geopotential number by the normal gravity value computed on the
 CQ1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1756.degrees latitude (g = 980.6199 gals.).
 CQ1756
 CQ1756.The modeled gravity was interpolated from observed gravity values.
 CQ1756
 CQ1756;                    North         East    Units  Estimated Accuracy
 CQ1756;SPC LA N     -   217,320.      870,020.      MT  (+/- 180 meters Scaled)
 CQ1756
 CQ1756                          SUPERSEDED SURVEY CONTROL
 CQ1756
 CQ1756  NGVD 29 (??/??/??)   82.424  (m)          270.42   (f) ADJUSTED    1 2
 CQ1756
 CQ1756.Superseded values are not recommended for survey control.
 CQ1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1756.See file dsdata.txt to determine how the superseded data were derived.
 CQ1756
 CQ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR170909(NAD 83)
 CQ1756_MARKER: DD = SURVEY DISK
 CQ1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1756_STAMPING: A 1436
 CQ1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1756+STABILITY: SURFACE MOTION
 CQ1756
 CQ1756  HISTORY     - Date     Condition        Report By
 CQ1756  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1756  HISTORY     - 1955     GOOD             CGS
 CQ1756  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1756  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1756
 CQ1756                          STATION DESCRIPTION
 CQ1756
 CQ1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1756'5.7 MI E FROM GREENWOOD.
 CQ1756'2.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1756'GREENWOOD, THENCE 1.65 MILES EAST ALONG STATE ROAD 1525, THENCE 0.75
 CQ1756'MILE NORTHEAST ALONG AN OILED ROAD, THENCE 1.2 MILES EAST ALONG U.S.
 CQ1756'HIGHWAY 80, 39 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 CQ1756'LEADING SOUTH, 45.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11.6
 CQ1756'FEET EAST OF A 10 INCH PINE TREE, 88.5 FEET SOUTHEAST OF A TELEPHONE
 CQ1756'POLE, 85.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CQ1756'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CQ1756
 CQ1756                          STATION RECOVERY (1990)
 CQ1756
 CQ1756'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1756'MARK NOT FOUND.
 CQ1756
 CQ1756                          STATION RECOVERY (1999)
 CQ1756
 CQ1756'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1753 ***********************************************************************
 CQ1753  DESIGNATION -  A 1439
 CQ1753  PID         -  CQ1753
 CQ1753  STATE/COUNTY-  LA/CADDO
 CQ1753  USGS QUAD   -  GREENWOOD (1982)
 CQ1753
 CQ1753                         *CURRENT SURVEY CONTROL
 CQ1753  ___________________________________________________________________
 CQ1753* NAD 83(1986)-  32 26 32.     (N)    093 55 22.     (W)     SCALED    
 CQ1753* NAVD 88     -        86.600  (meters)     284.12   (feet)  ADJUSTED  
 CQ1753  ___________________________________________________________________
 CQ1753  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1753  DYNAMIC HT  -          86.503 (meters)     283.80  (feet)  COMP
 CQ1753  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 CQ1753
 CQ1753  VERT ORDER  -  FIRST     CLASS II
 CQ1753
 CQ1753.The horizontal coordinates were scaled from a topographic map and have
 CQ1753.an estimated accuracy of +/- 6 seconds.
 CQ1753
 CQ1753.The orthometric height was determined by differential leveling
 CQ1753.and adjusted by the National Geodetic Survey in June 1991..
 CQ1753
 CQ1753.The geoid height was determined by GEOID03.
 CQ1753
 CQ1753.The dynamic height is computed by dividing the NAVD 88
 CQ1753.geopotential number by the normal gravity value computed on the
 CQ1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1753.degrees latitude (g = 980.6199 gals.).
 CQ1753
 CQ1753.The modeled gravity was interpolated from observed gravity values.
 CQ1753
 CQ1753;                    North         East    Units  Estimated Accuracy
 CQ1753;SPC LA N     -   216,230.      866,220.      MT  (+/- 180 meters Scaled)
 CQ1753
 CQ1753                          SUPERSEDED SURVEY CONTROL
 CQ1753
 CQ1753  NGVD 29 (??/??/??)   86.672  (m)          284.36   (f) ADJUSTED    1 2
 CQ1753
 CQ1753.Superseded values are not recommended for survey control.
 CQ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1753.See file dsdata.txt to determine how the superseded data were derived.
 CQ1753
 CQ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR132898(NAD 83)
 CQ1753_MARKER: DD = SURVEY DISK
 CQ1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1753_STAMPING: A 1439
 CQ1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1753+STABILITY: SURFACE MOTION
 CQ1753
 CQ1753  HISTORY     - Date     Condition        Report By
 CQ1753  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1753  HISTORY     - 1955     GOOD             CGS
 CQ1753  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1753
 CQ1753                          STATION DESCRIPTION
 CQ1753
 CQ1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1753'3.0 MI E FROM GREENWOOD.
 CQ1753'2.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1753'GREENWOOD, THENCE 0.9 MILE EAST ALONG STATE ROAD 1525, 100 FEET
 CQ1753'NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 25 FEET SOUTH OF THE
 CQ1753'CENTER LINE OF THE STATE ROAD, 5 FEET NORTHEAST OF A FENCE CORNER, 3.3
 CQ1753'FEET NORTHWEST OF A POWER POLE, 2.1 FEET WEST OF A WITNESS POST, SET
 CQ1753'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CQ1753'GROUND.
 CQ1753
 CQ1753                          STATION RECOVERY (1990)
 CQ1753
 CQ1753'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0429 ***********************************************************************
 AU0429  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0429  DESIGNATION -  A 148
 AU0429  PID         -  AU0429
 AU0429  STATE/COUNTY-  LA/ORLEANS
 AU0429  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU0429
 AU0429                         *CURRENT SURVEY CONTROL
 AU0429  ___________________________________________________________________
 AU0429* NAD 83(1992)-  29 59 20.98734(N)    090 05 14.21492(W)     ADJUSTED  
 AU0429* NAVD 88     -         1.77 **(meters)       5.8  **(feet)  GPS OBS(2004.65)
 AU0429  **This station is located in a subsidence area (see below).
 AU0429  ___________________________________________________________________
 AU0429  EPOCH DATE  -        2004.65
 AU0429  X           -      -8,422.387 (meters)                     COMP
 AU0429  Y           -  -5,528,829.655 (meters)                     COMP
 AU0429  Z           -   3,169,321.145 (meters)                     COMP
 AU0429  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AU0429  ELLIP HEIGHT-         -24.38  (meters)          (06/22/05) GPS OBS
 AU0429  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU0429  DYNAMIC HT  -           1.77  (meters)       5.8   (feet)  COMP
 AU0429  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 AU0429
 AU0429  HORZ ORDER  -  B
 AU0429  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU0429  ELLP ORDER  -  FOURTH    CLASS I
 AU0429
 AU0429.The horizontal coordinates were established by GPS observations
 AU0429.and adjusted by the National Geodetic Survey in June 2005..
 AU0429.The horizontal coordinates are valid at the epoch date displayed above.
 AU0429.The epoch date for horizontal control is a decimal equivalence
 AU0429.of Year/Month/Day.
 AU0429
 AU0429 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0429 ** and geoid heights are valid at the date of observation. These heights
 AU0429 ** must always be validated when used as control.
 AU0429 ** The orthometric height was determined by GPS observations using
 AU0429 ** precise GPS observation and processing techniques and a new
 AU0429 ** realization of GEOID03. It supersedes the leveled height previously
 AU0429 ** determined for this station.
 AU0429 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0429 ** epoch indicated which incorporates improved geoid heights for the
 AU0429 ** Southern Louisiana Subsidence area.
 AU0429 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0429.The orthometric height was determined by GPS observations and a
 AU0429.high-resolution geoid model using precise GPS observation and
 AU0429.processing techniques. It supersedes the leveled height previously
 AU0429.determined for this station.
 AU0429.WARNING-GPS observations at this control monument resulted in a GPS
 AU0429.derived orthometric height which differed from the leveled height by
 AU0429.more than one decimeter (0.1 meter).
 AU0429.The vertical order pertains to the first NAVD 88 superseded value.
 AU0429
 AU0429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0429
 AU0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0429
 AU0429.The ellipsoidal height was determined by GPS observations
 AU0429.and is referenced to NAD 83.
 AU0429
 AU0429.The geoid height was determined by GEOID03.
 AU0429
 AU0429.The dynamic height is computed by dividing the NAVD 88
 AU0429.geopotential number by the normal gravity value computed on the
 AU0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0429.degrees latitude (g = 980.6199 gals.).
 AU0429
 AU0429.The modeled gravity was interpolated from observed gravity values.
 AU0429
 AU0429;                    North         East     Units Scale Factor Converg.
 AU0429;SPC LA S     -   165,718.909 1,120,228.631   MT  0.99992577   +0 37 22.9
 AU0429;SPC LA S     -   543,696.12  3,675,283.43   sFT  0.99992577   +0 37 22.9
 AU0429;UTM  15      - 3,321,156.791   781,016.433   MT  1.00057443   +1 27 24.6
 AU0429
 AU0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0429!SPC LA S     -   1.00000383  x   0.99992577  =   0.99992960
 AU0429!UTM  15      -   1.00000383  x   1.00057443  =   1.00057826
 AU0429
 AU0429                          SUPERSEDED SURVEY CONTROL
 AU0429
 AU0429  NAVD 88 (12/05/96)    1.915  (m)            6.28   (f) ADJUSTED    1 1
 AU0429  NAVD 88 (02/14/94)    1.907  (m)            6.26   (f) UNKNOWN     1 1
 AU0429  NAVD 88 (06/15/91)    1.969  (m)            6.46   (f) UNKNOWN     1 1
 AU0429  NGVD 29 (05/21/91)    1.967  (m)            6.45   (f) ADJUSTED    1 1
 AU0429
 AU0429.Superseded values are not recommended for survey control.
 AU0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0429.See file dsdata.txt to determine how the superseded data were derived.
 AU0429
 AU0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8101621157(NAD 83)
 AU0429_MARKER: DB = BENCH MARK DISK
 AU0429_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AU0429_SP_SET: SIDEWALK
 AU0429_STAMPING: A 148 1951
 AU0429_MARK LOGO: CGS   
 AU0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0429+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 AU0429
 AU0429  HISTORY     - Date     Condition        Report By
 AU0429  HISTORY     - 1951     MONUMENTED       CGS
 AU0429  HISTORY     - 1969     GOOD             CGS
 AU0429  HISTORY     - 1971     GOOD             NGS
 AU0429  HISTORY     - 1977     GOOD             NGS
 AU0429  HISTORY     - 1984     GOOD             LADTD
 AU0429  HISTORY     - 1985     GOOD             NGS
 AU0429  HISTORY     - 19901022 GOOD             NGS
 AU0429  HISTORY     - 19941024 GOOD             NGS
 AU0429  HISTORY     - 20040413 GOOD             NGS
 AU0429  HISTORY     - 20051006 GOOD             NGS
 AU0429  HISTORY     - 20060401 GOOD             NGS
 AU0429
 AU0429                          STATION DESCRIPTION
 AU0429
 AU0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0429'IN NEW ORLEANS.
 AU0429'AT NEW ORLEANS, AT THE JUNCTION OF WISNER BLVD AND DE SAIX BLVD, SET
 AU0429'ON THE TOP OF THE CONCRETE PEDESTRAIN WALK ALONG THE SOUTH SIDE OF THE
 AU0429'DE SAIX BLVD BRIDGE OVER BAYOU ST. JOHN, 32 FEET WEST OF THE EAST END
 AU0429'OF THE BRIDGE, DIRECTLY OVER THE SOUTH END OF THE EAST ONE OF TWO
 AU0429'PIERS UNDER THE BRIDGE, 4 FEET SOUTH OF THE SOUTH CURB LINE OF THE
 AU0429'BRIDGE AND 1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AU0429
 AU0429                          STATION RECOVERY (1971)
 AU0429
 AU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AU0429'RECOVERED IN GOOD CONDITION.
 AU0429
 AU0429                          STATION RECOVERY (1977)
 AU0429
 AU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0429'RECOVERED IN GOOD CONDITION.
 AU0429
 AU0429                          STATION RECOVERY (1984)
 AU0429
 AU0429'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 AU0429'THE BENCH MARK WAS RECOVERED IN JULY 1984 AND FOUND IN GOOD CONDITION.
 AU0429'THE 1969 DESCRIPTION IS ADEQUATE TO RECOVER THE BENCH MARK.
 AU0429
 AU0429                          STATION RECOVERY (1985)
 AU0429
 AU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AU0429'RECOVERED IN GOOD CONDITION.
 AU0429
 AU0429                          STATION RECOVERY (1990)
 AU0429
 AU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU0429'IN NEW ORLEANS, AT THE INTERSECTION OF WISNER AND DE SAIX BOULEVARDS,
 AU0429'IN TOP OF AND 9.8 M (32.2 FT) WEST OF THE EAST END OF THE SOUTH
 AU0429'CONCRETE PEDESTRIAN WALKWAY OF THE DE SAIX BOULEVARD OVERPASS OF
 AU0429'BAYOU SAINT JOHN, DIRECTLY OVER THE SOUTH END OF THE MOST EASTERLY OF
 AU0429'TWO BRIDGE PIERS, 1.2 M (3.9 FT) SOUTH OF THE SOUTH BRIDGE CURB, AND
 AU0429'0.15 M (0.49 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AU0429
 AU0429                          STATION RECOVERY (1994)
 AU0429
 AU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0429'IN NEW ORLEANS, AT THE INTERSECTION OF WISNER AND DE SAIX BOULEVARDS,
 AU0429'IN TOP OF AND 9.8 M (32.2 FT) WEST OF THE EAST END OF THE SOUTH
 AU0429'CONCRETE SIDEWALK OF THE DE SAIX BOULEVARD BRIDGE SPANNING BAYOU SAINT
 AU0429'JOHN, DIRECTLY OVER THE SOUTH END OF THE MOST EASTERLY OF 2 PIERS
 AU0429'UNDER THE BRIDGE, 50.0 M (164.0 FT) EAST OF THE CENTERLINE OF THE
 AU0429'NORTHBOUND LANES OF WISNER BOULEVARD, 1.2 M (3.9 FT) SOUTH OF THE
 AU0429'SOUTH CURB OF DE SAIX BOULEVARD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 AU0429'DE SAIX BOULEVARD.
 AU0429
 AU0429                          STATION RECOVERY (2004)
 AU0429
 AU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU0429'RECOVERED AS DESCRIBED
 AU0429
 AU0429                          STATION RECOVERY (2005)
 AU0429
 AU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU0429'RECOVERED AS DESCRIBED
 AU0429
 AU0429                          STATION RECOVERY (2006)
 AU0429
 AU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DB)
 AU0429'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0407 ***********************************************************************
 AT0407  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0407  DESIGNATION -  A 152
 AT0407  PID         -  AT0407
 AT0407  STATE/COUNTY-  LA/PLAQUEMINES
 AT0407  USGS QUAD   -  LAKE LAURIER (1992)
 AT0407
 AT0407                         *CURRENT SURVEY CONTROL
 AT0407  ___________________________________________________________________
 AT0407* NAD 83(1992)-  29 37 28.58854(N)    089 54 10.66914(W)     ADJUSTED  
 AT0407* NAVD 88     -         0.67 **(meters)       2.2  **(feet)  GPS OBS(2004.65)
 AT0407  **This station is located in a subsidence area (see below).
 AT0407  ___________________________________________________________________
 AT0407  EPOCH DATE  -        2004.65
 AT0407  X           -       9,397.673 (meters)                     COMP
 AT0407  Y           -  -5,548,915.372 (meters)                     COMP
 AT0407  Z           -   3,134,256.848 (meters)                     COMP
 AT0407  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AT0407  ELLIP HEIGHT-         -24.25  (meters)          (06/22/05) GPS OBS
 AT0407  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AT0407  DYNAMIC HT  -           0.67  (meters)       2.2   (feet)  COMP
 AT0407  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 AT0407
 AT0407  HORZ ORDER  -  B
 AT0407  VERT ORDER  -  THIRD (See Below)
 AT0407  ELLP ORDER  -  FOURTH    CLASS I
 AT0407
 AT0407.The horizontal coordinates were established by GPS observations
 AT0407.and adjusted by the National Geodetic Survey in June 2005..
 AT0407.The horizontal coordinates are valid at the epoch date displayed above.
 AT0407.The epoch date for horizontal control is a decimal equivalence
 AT0407.of Year/Month/Day.
 AT0407
 AT0407 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0407 ** and geoid heights are valid at the date of observation. These heights
 AT0407 ** must always be validated when used as control.
 AT0407 ** The orthometric height was determined by GPS observations using
 AT0407 ** precise GPS observation and processing techniques and a new
 AT0407 ** realization of GEOID03. It supersedes the leveled height previously
 AT0407 ** determined for this station.
 AT0407 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0407 ** epoch indicated which incorporates improved geoid heights for the
 AT0407 ** Southern Louisiana Subsidence area.
 AT0407 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0407.The orthometric height was determined by GPS observations and a
 AT0407.high-resolution geoid model using precise GPS observation and
 AT0407.processing techniques. It supersedes the leveled height previously
 AT0407.determined for this station.
 AT0407.WARNING-GPS observations at this control monument resulted in a GPS
 AT0407.derived orthometric height which differed from the leveled height by
 AT0407.more than one decimeter (0.1 meter).
 AT0407.The vertical order pertains to the first NAVD 88 superseded value.
 AT0407
 AT0407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0407
 AT0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0407
 AT0407.The ellipsoidal height was determined by GPS observations
 AT0407.and is referenced to NAD 83.
 AT0407
 AT0407.The geoid height was determined by GEOID03.
 AT0407
 AT0407.The dynamic height is computed by dividing the NAVD 88
 AT0407.geopotential number by the normal gravity value computed on the
 AT0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0407.degrees latitude (g = 980.6199 gals.).
 AT0407
 AT0407.The modeled gravity was interpolated from observed gravity values.
 AT0407
 AT0407;                    North         East     Units Scale Factor Converg.
 AT0407;SPC LA S     -   125,521.799 1,138,516.597   MT  0.99994717   +0 42 54.7
 AT0407;SPC LA S     -   411,816.10  3,735,283.20   sFT  0.99994717   +0 42 54.7
 AT0407;UTM  16      - 3,280,711.979   218,906.187   MT  1.00057504   -1 26 09.3
 AT0407
 AT0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0407!SPC LA S     -   1.00000381  x   0.99994717  =   0.99995098
 AT0407!UTM  16      -   1.00000381  x   1.00057504  =   1.00057885
 AT0407
 AT0407                          SUPERSEDED SURVEY CONTROL
 AT0407
 AT0407  NAVD 88 (02/14/94)    0.870  (m)            2.85   (f) READJUSTED  3  
 AT0407  NAVD 88 (06/15/91)    0.924  (m)            3.03   (f) UNKNOWN     1 1
 AT0407  NGVD 29 (??/??/??)    0.962  (m)            3.16   (f) ADJUSTED    1 1
 AT0407
 AT0407.Superseded values are not recommended for survey control.
 AT0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0407.See file dsdata.txt to determine how the superseded data were derived.
 AT0407
 AT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1890680712(NAD 83)
 AT0407_MARKER: DB = BENCH MARK DISK
 AT0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0407_STAMPING: A 152 1951
 AT0407_MARK LOGO: CGS   
 AT0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0407+STABILITY: SURFACE MOTION
 AT0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0407+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 AT0407
 AT0407  HISTORY     - Date     Condition        Report By
 AT0407  HISTORY     - 1951     MONUMENTED       CGS
 AT0407  HISTORY     - 1971     GOOD             NGS
 AT0407  HISTORY     - 1984     GOOD             NGS
 AT0407  HISTORY     - 20030608 GOOD             NGS
 AT0407  HISTORY     - 20040419 GOOD             NGS
 AT0407  HISTORY     - 20051006 GOOD             NGS
 AT0407  HISTORY     - 20060124 GOOD             3001
 AT0407
 AT0407                          STATION DESCRIPTION
 AT0407
 AT0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0407'7.2 MI NW FROM POINTE A LA HACHE.
 AT0407'ABOUT 7.2 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE COURTHOUSE
 AT0407'AT POINTE A LA HACHE, 2.15 MILES SOUTHEAST OF THE PHOENIX HIGH SCHOOL,
 AT0407'33 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 54.0 FEET WEST OF
 AT0407'THE WEST CORNER OF A TWO-STORY FRAME HOUSE, 36 FEET NORTHWEST OF THE
 AT0407'CENTER LINE OF A DRIVEWAY, 24 FEET SOUTHEAST OF THE CENTER LINE OF A
 AT0407'DRIVEWAY, 6 FEET EAST OF A POWER POLE, 5.5 FEET EAST OF A METAL
 AT0407'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 AT0407'CONCRETE POST WHICH PROJECTS 2 INCHES.  SEC 44, T 16S, R 13E.
 AT0407
 AT0407                          STATION RECOVERY (1984)
 AT0407
 AT0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0407'RECOVERED IN GOOD CONDITION.
 AT0407
 AT0407                          STATION RECOVERY (2003)
 AT0407
 AT0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 AT0407'NOW 1 FT SE OF STEEL POST (NO SIGN), AND ABOUT 3 FT SE OF NEW POLE
 AT0407'WITH LIGHT AND TRANSFORMER.  OLD POLE WAS CUT OFF ABOUT 15 FEET UP.
 AT0407
 AT0407                          STATION RECOVERY (2004)
 AT0407
 AT0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0407'THE STATION IS LOCATED ABOUT 2.0 MI SOUTH OF PHOENIX ON PRIVATE
 AT0407'PROPERTY.
 AT0407' 
 AT0407'TO REACH THE STATION FROM THE PHOENIX HIGH SCHOOL, IN PHOENIX, GO
 AT0407'SOUTHERLY FOR 2.1 MI ON PARISH  ROAD 15 TO THE STATION ON THE RIGHT
 AT0407'JUST BEFORE REACHING A LARGE RAISED WOOD FRAME HOUSE ON  THE LEFT.
 AT0407' 
 AT0407'THE STATION IS LOCATED 16.5 M WEST OF THE WEST CORNER OF THE FRONT
 AT0407'PORCH OF THE HOUSE, 10.6 M  SOUTHEAST OF THE CENTER OF THE ROAD, 1.2 M
 AT0407'SOUHT-SOUTHEST OF  A WOODEN UTILITY POLE WITH  METER, 0.4 M SOUTHWEST
 AT0407'OF A METAL POST, AND 0.3 M BELOW THE LEVEL OF THE ROAD.
 AT0407
 AT0407                          STATION RECOVERY (2005)
 AT0407
 AT0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0407'RECOVERED AS DESCRIBED
 AT0407
 AT0407                          STATION RECOVERY (2006)
 AT0407
 AT0407'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 AT0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1060 ***********************************************************************
 BK1060  DESIGNATION -  A 16
 BK1060  PID         -  BK1060
 BK1060  STATE/COUNTY-  LA/ALLEN
 BK1060  USGS QUAD   -  OAKDALE (1993)
 BK1060
 BK1060                         *CURRENT SURVEY CONTROL
 BK1060  ___________________________________________________________________
 BK1060* NAD 83(1986)-  30 48 58.     (N)    092 39 46.     (W)     SCALED    
 BK1060* NAVD 88     -        35.694  (meters)     117.11   (feet)  ADJUSTED  
 BK1060  ___________________________________________________________________
 BK1060  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK1060  DYNAMIC HT  -          35.649 (meters)     116.96  (feet)  COMP
 BK1060  MODELED GRAV-     979,365.1   (mgal)                       NAVD 88
 BK1060
 BK1060  VERT ORDER  -  FIRST     CLASS I
 BK1060
 BK1060.The horizontal coordinates were scaled from a topographic map and have
 BK1060.an estimated accuracy of +/- 6 seconds.
 BK1060
 BK1060.The orthometric height was determined by differential leveling
 BK1060.and adjusted by the National Geodetic Survey in February 1994..
 BK1060
 BK1060.The geoid height was determined by GEOID03.
 BK1060
 BK1060.The dynamic height is computed by dividing the NAVD 88
 BK1060.geopotential number by the normal gravity value computed on the
 BK1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1060.degrees latitude (g = 980.6199 gals.).
 BK1060
 BK1060.The modeled gravity was interpolated from observed gravity values.
 BK1060
 BK1060;                    North         East    Units  Estimated Accuracy
 BK1060;SPC LA S     -   257,470.      872,790.      MT  (+/- 180 meters Scaled)
 BK1060
 BK1060                          SUPERSEDED SURVEY CONTROL
 BK1060
 BK1060  NAVD 88 (06/15/91)   35.686  (m)          117.08   (f) UNKNOWN     1 1
 BK1060  NGVD 29 (??/??/??)   35.669  (m)          117.02   (f) ADJUSTED    1 1
 BK1060
 BK1060.Superseded values are not recommended for survey control.
 BK1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1060.See file dsdata.txt to determine how the superseded data were derived.
 BK1060
 BK1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ322092(NAD 83)
 BK1060_MARKER: DB = BENCH MARK DISK
 BK1060_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BK1060_SP_SET: WATER TANK FOUNDATION
 BK1060_STAMPING: A 16 1934
 BK1060_MARK LOGO: CGS   
 BK1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1060+STABILITY: SURFACE MOTION
 BK1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1060+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2006
 BK1060
 BK1060  HISTORY     - Date     Condition        Report By
 BK1060  HISTORY     - 1934     MONUMENTED       CGS
 BK1060  HISTORY     - 1977     GOOD             LADTD
 BK1060  HISTORY     - 1982     GOOD             LADTD
 BK1060  HISTORY     - 19880320 GOOD             LADTD
 BK1060  HISTORY     - 20060728 GOOD             NGS
 BK1060
 BK1060                          STATION DESCRIPTION
 BK1060
 BK1060'DESCRIBED BY LA TRANSP AND DEV 1977
 BK1060'IN OAKDALE.
 BK1060'ABOUT 286 FEET E OF THE E WALL OF THE MISSOURI PACIFIC RAILROAD
 BK1060'STATION AT LAKDALE, 242 FT E OF THE E RAIL OF THE MAIN TRACK, 140 FT E
 BK1060'OF THE CENTER LINE OF NORTH 9TH ST., 84.0 FT NE OF THE MINI SHOP, SET
 BK1060'IN THE TOP OF THE WEST CORNER OF THE NORTHWEST CONCRETE FOUNDATION OF
 BK1060'THE CITY WATER TOWER, AND ABOUT FLUSH WITH THE GROUND. SECTION 10,
 BK1060'T3S, R3W.
 BK1060
 BK1060                          STATION RECOVERY (1982)
 BK1060
 BK1060'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1060'RECOVERED IN GOOD CONDITION.
 BK1060
 BK1060                          STATION RECOVERY (1988)
 BK1060
 BK1060'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BK1060'THE WATER TANK HAS BEEN TORN DOWN BUT THE FOOTING IN WHICH THE MARK
 BK1060'WAS SET WAS LEFT INTACT.
 BK1060'THE STATION IS LOCATED IN OAKDALE.  OWNERSHIP--CITY OF OAKDALE.
 BK1060'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10, NORTH MAIN
 BK1060'STREET AND THE MISSOURI PACIFIC RAILROAD JUST EAST OF U. S. HIGHWAY
 BK1060'165 GO NORTH FOR 0.08 KM (0.05 MI) ON NORTH MAIN STREET TO THE MARK ON
 BK1060'THE RIGHT SET IN AN OLD LEG FOUNDATION FOR A WATER TOWER THAT IS NOW
 BK1060'IN THE BACK DRIVEWAY FOR THE OAKDALE FIRE DEPARTMENT FIREHOUSE.
 BK1060'THE MARK IS 73.8 M (242.1 FT) EAST FROM THE EAST RAIL OF THE MAIN
 BK1060'LINE, 42.7 M (140.1 FT) EAST FROM THE CENTER OF NORTH MAIN STREET,
 BK1060'18.6 M (61.0 FT) NORTHEAST FROM A POWER POLE WITH THREE TRANSFORMERS
 BK1060'ATTACHED, 17.4 M (57.1 FT) WEST FROM THE WEST WALL OF THE ENGINE
 BK1060'HOUSE, 16.6 M (54.5 FT) EAST-SOUTHEAST FROM THE EAST LEG OF A
 BK1060'COMMUNICATIONS TOWER, 14.9 M (48.9 FT) NORTH-NORTHEAST FROM THE
 BK1060'NORTHEAST CORNER OF DUCKS TV AND FURNITURE SHOP AND 8.84 M (29.0 FT)
 BK1060'NORTHWEST FROM A FIRE HYDRANT.
 BK1060
 BK1060                          STATION RECOVERY (2006)
 BK1060
 BK1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BK1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1730 ***********************************************************************
 BK1730  DESIGNATION -  A 161
 BK1730  PID         -  BK1730
 BK1730  STATE/COUNTY-  LA/CALCASIEU
 BK1730  USGS QUAD   -  ECHO (1994)
 BK1730
 BK1730                         *CURRENT SURVEY CONTROL
 BK1730  ___________________________________________________________________
 BK1730* NAD 83(1986)-  30 08 59.     (N)    093 40 28.     (W)     SCALED    
 BK1730* NAVD 88     -         4.39   (+/-2cm)      14.4    (feet)  VERTCON   
 BK1730  ___________________________________________________________________
 BK1730  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1730
 BK1730  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1730
 BK1730.The horizontal coordinates were scaled from a topographic map and have
 BK1730.an estimated accuracy of +/- 6 seconds.
 BK1730
 BK1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1730.The vertical order pertains to the NGVD 29 superseded value.
 BK1730
 BK1730.The geoid height was determined by GEOID03.
 BK1730
 BK1730;                    North         East    Units  Estimated Accuracy
 BK1730;SPC LA S     -   185,170.      774,490.      MT  (+/- 180 meters Scaled)
 BK1730
 BK1730                          SUPERSEDED SURVEY CONTROL
 BK1730
 BK1730  NGVD 29 (??/??/??)    4.341  (m)           14.24   (f) ADJUSTED    1 1
 BK1730
 BK1730.Superseded values are not recommended for survey control.
 BK1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1730.See file dsdata.txt to determine how the superseded data were derived.
 BK1730
 BK1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP350355(NAD 83)
 BK1730_MARKER: DB = BENCH MARK DISK
 BK1730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1730_SP_SET: STRUCTURE
 BK1730_STAMPING: A 161 1955
 BK1730_MARK LOGO: CGS   
 BK1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1730
 BK1730  HISTORY     - Date     Condition        Report By
 BK1730  HISTORY     - 1955     MONUMENTED       CGS
 BK1730  HISTORY     - 1972     GOOD             NGS
 BK1730  HISTORY     - 1981     MARK NOT FOUND   NGS
 BK1730  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 BK1730
 BK1730                          STATION DESCRIPTION
 BK1730
 BK1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1730'6.35 MI SW FROM VINTON.
 BK1730'ABOUT 6.35 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BK1730'THE MUNICIPAL BUILDING AT VINTON, 1 1/2 POLES WEST OF MILEPOST 248, 8
 BK1730'FEET NORTH OF THE NORTH RAIL, 16 FEET SOUTH OF A TELEPHONE POLE, SET
 BK1730'IN THE TOP AND IN THE CENTER OF A CONCRETE STRUCTURE WHICH FORMERLY
 BK1730'SUPPORTED A RAILROAD SEMAPHORE, FLUSH WITH THE GROUND AND ABOUT 1 FOOT
 BK1730'BELOW THE LEVEL OF THE TRACK.  SEC 34, T 10 S, R 13 W.
 BK1730
 BK1730                          STATION RECOVERY (1981)
 BK1730
 BK1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1730'CONSIDER DESTROYED, NEW TRACKS WERE INSTALLED, THE CONCRETE BASE HAS
 BK1730'BEEN DESTROYED.
 BK1730
 BK1730                          STATION RECOVERY (1998)
 BK1730
 BK1730'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0546 ***********************************************************************
 CQ0546  DESIGNATION -  A 1778 LAGS
 CQ0546  PID         -  CQ0546
 CQ0546  STATE/COUNTY-  LA/JACKSON
 CQ0546  USGS QUAD   -  CHATHAM (1982)
 CQ0546
 CQ0546                         *CURRENT SURVEY CONTROL
 CQ0546  ___________________________________________________________________
 CQ0546* NAD 83(1986)-  32 16 57.     (N)    092 28 06.     (W)     SCALED    
 CQ0546* NAVD 88     -        84.40   (+/-2cm)     276.9    (feet)  VERTCON   
 CQ0546  ___________________________________________________________________
 CQ0546  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0546
 CQ0546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0546
 CQ0546.The horizontal coordinates were scaled from a topographic map and have
 CQ0546.an estimated accuracy of +/- 6 seconds.
 CQ0546
 CQ0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0546.The vertical order pertains to the NGVD 29 superseded value.
 CQ0546
 CQ0546.The geoid height was determined by GEOID03.
 CQ0546
 CQ0546;                    North         East    Units  Estimated Accuracy
 CQ0546;SPC LA N     -   197,640.    1,002,980.      MT  (+/- 180 meters Scaled)
 CQ0546
 CQ0546                          SUPERSEDED SURVEY CONTROL
 CQ0546
 CQ0546  NGVD 29 (??/??/??)   84.442  (m)          277.04   (f) ADJUSTED    2 0
 CQ0546
 CQ0546.Superseded values are not recommended for survey control.
 CQ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0546.See file dsdata.txt to determine how the superseded data were derived.
 CQ0546
 CQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR500718(NAD 83)
 CQ0546_MARKER: DD = SURVEY DISK
 CQ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0546_STAMPING: A 1778
 CQ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0546+STABILITY: SURFACE MOTION
 CQ0546
 CQ0546  HISTORY     - Date     Condition        Report By
 CQ0546  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0546  HISTORY     - 1950     GOOD             CGS
 CQ0546
 CQ0546                          STATION DESCRIPTION
 CQ0546
 CQ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0546'2.1 MI SW FROM CHATHAM.
 CQ0546'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 164 FROM THE PEOPLES BANK AT
 CQ0546'CHATHAM, AT A Y ROAD JUNCTION, AT THE SUMMIT OF A HILL, 28 FEET
 CQ0546'SOUTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND A
 CQ0546'SIDE ROAD LEADING SOUTHEAST, 26 FEET WEST OF THE CENTER LINE OF THE
 CQ0546'HIGHWAY, 1.1 FEET EAST OF A WITNESS POST, 2 FEET ABOVE ROAD LEVEL, SET
 CQ0546'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CQ0546'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0540 ***********************************************************************
 CQ0540  DESIGNATION -  A 1788 LAGS
 CQ0540  PID         -  CQ0540
 CQ0540  STATE/COUNTY-  LA/JACKSON
 CQ0540  USGS QUAD   -  CHATHAM (1982)
 CQ0540
 CQ0540                         *CURRENT SURVEY CONTROL
 CQ0540  ___________________________________________________________________
 CQ0540* NAD 83(1986)-  32 21 34.     (N)    092 26 08.     (W)     SCALED    
 CQ0540* NAVD 88     -        78.75   (+/-2cm)     258.4    (feet)  VERTCON   
 CQ0540  ___________________________________________________________________
 CQ0540  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0540
 CQ0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0540
 CQ0540.The horizontal coordinates were scaled from a topographic map and have
 CQ0540.an estimated accuracy of +/- 6 seconds.
 CQ0540
 CQ0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0540.The vertical order pertains to the NGVD 29 superseded value.
 CQ0540
 CQ0540.The geoid height was determined by GEOID03.
 CQ0540
 CQ0540;                    North         East    Units  Estimated Accuracy
 CQ0540;SPC LA N     -   206,170.    1,006,070.      MT  (+/- 180 meters Scaled)
 CQ0540
 CQ0540                          SUPERSEDED SURVEY CONTROL
 CQ0540
 CQ0540  NGVD 29 (??/??/??)   78.790  (m)          258.50   (f) ADJUSTED    2 0
 CQ0540
 CQ0540.Superseded values are not recommended for survey control.
 CQ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0540.See file dsdata.txt to determine how the superseded data were derived.
 CQ0540
 CQ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR531804(NAD 83)
 CQ0540_MARKER: DD = SURVEY DISK
 CQ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0540_STAMPING: A 1788
 CQ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0540+STABILITY: SURFACE MOTION
 CQ0540
 CQ0540  HISTORY     - Date     Condition        Report By
 CQ0540  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0540  HISTORY     - 1950     GOOD             CGS
 CQ0540  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0540
 CQ0540                          STATION DESCRIPTION
 CQ0540
 CQ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0540'2.7 MI S FROM EROS.
 CQ0540'2.7 MILES SOUTH ALONG STATE HIGHWAY NO. 13 FROM THE EROS PUBLIC SCHOOL
 CQ0540'AT EROS, AT A T-JUNCTION OF ROADS AT THE SUMMIT OF A HILL, 92 FEET
 CQ0540'NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND A
 CQ0540'SIDE ROAD LEADING EAST, 48 FEET WEST OF THE CENTER LINE OF THE
 CQ0540'HIGHWAY, 46 FEET SOUTH OF POWER LINE POLE NO. 195, 20 FEET SOUTH OF
 CQ0540'THE CENTER LINE OF A SIDE ROAD LEADING WEST, 0.8 FOOT NORTH OF A
 CQ0540'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 CQ0540'GROUND.
 CQ0540
 CQ0540                          STATION RECOVERY (1977)
 CQ0540
 CQ0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0539 ***********************************************************************
 CQ0539  DESIGNATION -  A 1789 LAGS
 CQ0539  PID         -  CQ0539
 CQ0539  STATE/COUNTY-  LA/JACKSON
 CQ0539  USGS QUAD   -  CHATHAM (1982)
 CQ0539
 CQ0539                         *CURRENT SURVEY CONTROL
 CQ0539  ___________________________________________________________________
 CQ0539* NAD 83(1986)-  32 21 53.     (N)    092 26 13.     (W)     SCALED    
 CQ0539* NAVD 88     -        71.50   (+/-2cm)     234.6    (feet)  VERTCON   
 CQ0539  ___________________________________________________________________
 CQ0539  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0539
 CQ0539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0539
 CQ0539.The horizontal coordinates were scaled from a topographic map and have
 CQ0539.an estimated accuracy of +/- 6 seconds.
 CQ0539
 CQ0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0539.The vertical order pertains to the NGVD 29 superseded value.
 CQ0539
 CQ0539.The geoid height was determined by GEOID03.
 CQ0539
 CQ0539;                    North         East    Units  Estimated Accuracy
 CQ0539;SPC LA N     -   206,760.    1,005,930.      MT  (+/- 180 meters Scaled)
 CQ0539
 CQ0539                          SUPERSEDED SURVEY CONTROL
 CQ0539
 CQ0539  NGVD 29 (??/??/??)   71.546  (m)          234.73   (f) ADJUSTED    2 0
 CQ0539
 CQ0539.Superseded values are not recommended for survey control.
 CQ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0539.See file dsdata.txt to determine how the superseded data were derived.
 CQ0539
 CQ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR529810(NAD 83)
 CQ0539_MARKER: DD = SURVEY DISK
 CQ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0539_STAMPING: A 1789
 CQ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0539+STABILITY: SURFACE MOTION
 CQ0539
 CQ0539  HISTORY     - Date     Condition        Report By
 CQ0539  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0539  HISTORY     - 1950     GOOD             CGS
 CQ0539  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0539
 CQ0539                          STATION DESCRIPTION
 CQ0539
 CQ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0539'2.3 MI S FROM EROS.
 CQ0539'2.3 MILES SOUTH ALONG STATE HIGHWAY NO. 13 FROM THE EROS PUBLIC SCHOOL
 CQ0539'AT EROS, AT THE SUMMIT OF A HILL, ON THE OUTSIDE OF A CURVE WITH
 CQ0539'TANGENTS LEADING NORTH AND SOUTHEAST, 77 FEET EAST SOUTHEAST OF THE
 CQ0539'NORTHEAST CORNER OF A FARMHOUSE AND 79 FEET EAST NORTHEAST OF THE
 CQ0539'SOUTHEAST CORNER OF THE FARMHOUSE, ON TOP OF A BANK, 28 FEET WEST OF
 CQ0539'THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF A REFERENCE POST, SET
 CQ0539'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ0539
 CQ0539                          STATION RECOVERY (1977)
 CQ0539
 CQ0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1213 ***********************************************************************
 BJ1213  DESIGNATION -  A 179
 BJ1213  PID         -  BJ1213
 BJ1213  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1213  USGS QUAD   -  HAMMOND (1994)
 BJ1213
 BJ1213                         *CURRENT SURVEY CONTROL
 BJ1213  ___________________________________________________________________
 BJ1213* NAD 83(1992)-  30 31 09.35429(N)    090 25 18.02450(W)     ADJUSTED  
 BJ1213* NAVD 88     -        12.42   (+/-2cm)      40.7    (feet)  VERTCON   
 BJ1213  ___________________________________________________________________
 BJ1213  X           -     -40,471.763 (meters)                     COMP
 BJ1213  Y           -  -5,499,087.609 (meters)                     COMP
 BJ1213  Z           -   3,220,087.187 (meters)                     COMP
 BJ1213  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ1213  ELLIP HEIGHT-         -14.57  (meters)          (11/16/93) GPS OBS
 BJ1213  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1213  OBS GRAVITY -     979,352.0   (mgal)                       GRAV_OBS
 BJ1213
 BJ1213  HORZ ORDER  -  SECOND
 BJ1213  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1213  ELLP ORDER  -  FOURTH    CLASS II
 BJ1213
 BJ1213.This mark is at Hammond Airport (0R9)
 BJ1213
 BJ1213.The horizontal coordinates were established by GPS observations
 BJ1213.and adjusted by the National Geodetic Survey in November 1993..
 BJ1213
 BJ1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1213.The vertical order pertains to the NGVD 29 superseded value.
 BJ1213
 BJ1213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1213
 BJ1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1213
 BJ1213.The ellipsoidal height was determined by GPS observations
 BJ1213.and is referenced to NAD 83.
 BJ1213
 BJ1213.The geoid height was determined by GEOID03.
 BJ1213.The observed gravity was obtained from relative gravimeter ties
 BJ1213.to the IGSN71 gravity network.
 BJ1213
 BJ1213;                    North         East     Units Scale Factor Converg.
 BJ1213;SPC LA S     -   224,175.065 1,087,497.266   MT  0.99996654   +0 27 21.0
 BJ1213;SPC LA S     -   735,481.03  3,567,897.28   sFT  0.99996654   +0 27 21.0
 BJ1213;UTM  15      - 3,379,154.559   747,409.532   MT  1.00035519   +1 18 36.0
 BJ1213
 BJ1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1213!SPC LA S     -   1.00000229  x   0.99996654  =   0.99996883
 BJ1213!UTM  15      -   1.00000229  x   1.00035519  =   1.00035748
 BJ1213
 BJ1213                          SUPERSEDED SURVEY CONTROL
 BJ1213
 BJ1213  NGVD 29 (??/??/??)   12.422  (m)           40.75   (f) ADJUSTED    1 2
 BJ1213
 BJ1213.Superseded values are not recommended for survey control.
 BJ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1213.See file dsdata.txt to determine how the superseded data were derived.
 BJ1213
 BJ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4741079155(NAD 83)
 BJ1213_MARKER: DB = BENCH MARK DISK
 BJ1213_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ1213_SP_SET: RAMP
 BJ1213_STAMPING: A 179
 BJ1213_MARK LOGO: CGS   
 BJ1213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1213+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 BJ1213
 BJ1213  HISTORY     - Date     Condition        Report By
 BJ1213  HISTORY     - 1959     MONUMENTED       CGS
 BJ1213  HISTORY     - 1969     GOOD             CGS
 BJ1213  HISTORY     - 1983     GOOD             USGS
 BJ1213  HISTORY     - 1984     GOOD             LA-051
 BJ1213  HISTORY     - 19920615 GOOD             NGS
 BJ1213  HISTORY     - 19920820 GOOD             NOS
 BJ1213  HISTORY     - 20060522 GOOD             LANDSO
 BJ1213
 BJ1213                          STATION DESCRIPTION
 BJ1213
 BJ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1213'3.0 MI E FROM HAMMOND.
 BJ1213'ABOUT 2.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1213'STATION AT HAMMOND, THENCE 0.6 MILE NORTH ALONG A BLACK TOPPED ROAD,
 BJ1213'AT THE HAMMOND AIRPORT, SET ON THE TOP OF THE CONCRETE APRON AT THE
 BJ1213'SOUTHEAST CORNER OF THE HAMMOND AIRPORT OFFICE BUILDING (OCCUPIED BY
 BJ1213'THE CIVIL AIR PATROL AND COVINGTON FLITE LTD), 0.8 FOOT EAST OF THE
 BJ1213'SOUTHEAST CORNER OF THE BUILDING AND LEVEL WITH THE TOP OF THE
 BJ1213'CONCRETE APRON.  SEC 17, T 6S, R 8E.
 BJ1213
 BJ1213                          STATION RECOVERY (1983)
 BJ1213
 BJ1213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BJ1213'RECOVERED IN GOOD CONDITION.
 BJ1213
 BJ1213                          STATION RECOVERY (1984)
 BJ1213
 BJ1213'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BJ1213'RECOVERED IN GOOD CONDITION.
 BJ1213
 BJ1213                          STATION RECOVERY (1992)
 BJ1213
 BJ1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1213'AT THE HAMMOND MUNI AIRPORT AT THE SOUTHEAST CORNER OF THE OLD AIRPORT
 BJ1213'OFFICE BLDG.  0.8 FT (24.4 CM) EAST OF THE CORNER OF BLDG.  MARK IS A
 BJ1213'STANDARD BM DISK SET IN THE RAMP AND STAMPED A 179.
 BJ1213
 BJ1213                          STATION RECOVERY (1992)
 BJ1213
 BJ1213'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ1213'RECOVERED IN GOOD CONDITION.
 BJ1213
 BJ1213                          STATION RECOVERY (2006)
 BJ1213
 BJ1213'RECOVERY NOTE BY LANDSOURCE INC 2006 (MCP)
 BJ1213'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0537 ***********************************************************************
 CQ0537  DESIGNATION -  A 1790 LAGS
 CQ0537  PID         -  CQ0537
 CQ0537  STATE/COUNTY-  LA/JACKSON
 CQ0537  USGS QUAD   -  CHATHAM (1982)
 CQ0537
 CQ0537                         *CURRENT SURVEY CONTROL
 CQ0537  ___________________________________________________________________
 CQ0537* NAD 83(1986)-  32 22 27.     (N)    092 26 04.     (W)     SCALED    
 CQ0537* NAVD 88     -        67.69   (+/-2cm)     222.1    (feet)  VERTCON   
 CQ0537  ___________________________________________________________________
 CQ0537  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0537
 CQ0537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0537
 CQ0537.The horizontal coordinates were scaled from a topographic map and have
 CQ0537.an estimated accuracy of +/- 6 seconds.
 CQ0537
 CQ0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0537.The vertical order pertains to the NGVD 29 superseded value.
 CQ0537
 CQ0537.The geoid height was determined by GEOID03.
 CQ0537
 CQ0537;                    North         East    Units  Estimated Accuracy
 CQ0537;SPC LA N     -   207,800.    1,006,170.      MT  (+/- 180 meters Scaled)
 CQ0537
 CQ0537                          SUPERSEDED SURVEY CONTROL
 CQ0537
 CQ0537  NGVD 29 (??/??/??)   67.734  (m)          222.22   (f) ADJUSTED    2 0
 CQ0537
 CQ0537.Superseded values are not recommended for survey control.
 CQ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0537.See file dsdata.txt to determine how the superseded data were derived.
 CQ0537
 CQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR532820(NAD 83)
 CQ0537_MARKER: DD = SURVEY DISK
 CQ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0537_STAMPING: A 1790
 CQ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0537+STABILITY: SURFACE MOTION
 CQ0537
 CQ0537  HISTORY     - Date     Condition        Report By
 CQ0537  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0537  HISTORY     - 1950     GOOD             CGS
 CQ0537  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0537
 CQ0537                          STATION DESCRIPTION
 CQ0537
 CQ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0537'1.65 MI S FROM EROS.
 CQ0537'1.65 MILES SOUTH ALONG STATE HIGHWAY NO. 13 FROM THE EROS PUBLIC
 CQ0537'SCHOOL AT EROS, AT THE SUMMIT OF A HILL, 123 FEET NORTHEAST OF THE
 CQ0537'NORTHEAST CORNER OF A FARMHOUSE, AT THE SOUTH END OF A FILL, 29 FEET
 CQ0537'EAST OF THE CENTER LINE OF THE HIGHWAY, 3.3 FEET WEST OF A FENCE,
 CQ0537'ABOUT 3 FEET BELOW HIGHWAY LEVEL, 2 FEET WEST OF A REFERENCE POST, SET
 CQ0537'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ0537
 CQ0537                          STATION RECOVERY (1977)
 CQ0537
 CQ0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0536 ***********************************************************************
 CQ0536  DESIGNATION -  A 1791 LAGS
 CQ0536  PID         -  CQ0536
 CQ0536  STATE/COUNTY-  LA/JACKSON
 CQ0536  USGS QUAD   -  EROS (1982)
 CQ0536
 CQ0536                         *CURRENT SURVEY CONTROL
 CQ0536  ___________________________________________________________________
 CQ0536* NAD 83(1986)-  32 22 40.     (N)    092 26 04.     (W)     SCALED    
 CQ0536* NAVD 88     -        71.02   (+/-2cm)     233.0    (feet)  VERTCON   
 CQ0536  ___________________________________________________________________
 CQ0536  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0536
 CQ0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0536
 CQ0536.The horizontal coordinates were scaled from a topographic map and have
 CQ0536.an estimated accuracy of +/- 6 seconds.
 CQ0536
 CQ0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0536.The vertical order pertains to the NGVD 29 superseded value.
 CQ0536
 CQ0536.The geoid height was determined by GEOID03.
 CQ0536
 CQ0536;                    North         East    Units  Estimated Accuracy
 CQ0536;SPC LA N     -   208,200.    1,006,170.      MT  (+/- 180 meters Scaled)
 CQ0536
 CQ0536                          SUPERSEDED SURVEY CONTROL
 CQ0536
 CQ0536  NGVD 29 (??/??/??)   71.066  (m)          233.16   (f) ADJUSTED    2 0
 CQ0536
 CQ0536.Superseded values are not recommended for survey control.
 CQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0536.See file dsdata.txt to determine how the superseded data were derived.
 CQ0536
 CQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR532824(NAD 83)
 CQ0536_MARKER: DD = SURVEY DISK
 CQ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0536_STAMPING: A 1791
 CQ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0536+STABILITY: SURFACE MOTION
 CQ0536
 CQ0536  HISTORY     - Date     Condition        Report By
 CQ0536  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0536  HISTORY     - 1950     GOOD             CGS
 CQ0536  HISTORY     - 1977     GOOD             USGS
 CQ0536
 CQ0536                          STATION DESCRIPTION
 CQ0536
 CQ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0536'1.4 MI S FROM EROS.
 CQ0536'1.4 MILES SOUTH ALONG STATE HIGHWAY NO. 13 FROM THE EROS PUBLIC SCHOOL
 CQ0536'AT EROS, ABOUT 100 FEET NORTH OF THE SUMMIT OF A HILL, 127 FEET
 CQ0536'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, ON THE TOP OF A CUT
 CQ0536'BANK, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET WEST OF
 CQ0536'A FENCE, 2.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 CQ0536'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0536
 CQ0536                          STATION RECOVERY (1977)
 CQ0536
 CQ0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0535 ***********************************************************************
 CQ0535  DESIGNATION -  A 1792 LAGS
 CQ0535  PID         -  CQ0535
 CQ0535  STATE/COUNTY-  LA/JACKSON
 CQ0535  USGS QUAD   -  EROS (1982)
 CQ0535
 CQ0535                         *CURRENT SURVEY CONTROL
 CQ0535  ___________________________________________________________________
 CQ0535* NAD 83(1986)-  32 23 00.     (N)    092 25 56.     (W)     SCALED    
 CQ0535* NAVD 88     -        59.04   (+/-2cm)     193.7    (feet)  VERTCON   
 CQ0535  ___________________________________________________________________
 CQ0535  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0535
 CQ0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0535
 CQ0535.The horizontal coordinates were scaled from a topographic map and have
 CQ0535.an estimated accuracy of +/- 6 seconds.
 CQ0535
 CQ0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0535.The vertical order pertains to the NGVD 29 superseded value.
 CQ0535
 CQ0535.The geoid height was determined by GEOID03.
 CQ0535
 CQ0535;                    North         East    Units  Estimated Accuracy
 CQ0535;SPC LA N     -   208,820.    1,006,380.      MT  (+/- 180 meters Scaled)
 CQ0535
 CQ0535                          SUPERSEDED SURVEY CONTROL
 CQ0535
 CQ0535  NGVD 29 (??/??/??)   59.089  (m)          193.86   (f) ADJUSTED    2 0
 CQ0535
 CQ0535.Superseded values are not recommended for survey control.
 CQ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0535.See file dsdata.txt to determine how the superseded data were derived.
 CQ0535
 CQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR534830(NAD 83)
 CQ0535_MARKER: DD = SURVEY DISK
 CQ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0535_STAMPING: A 1792
 CQ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0535+STABILITY: SURFACE MOTION
 CQ0535
 CQ0535  HISTORY     - Date     Condition        Report By
 CQ0535  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0535  HISTORY     - 1950     GOOD             CGS
 CQ0535  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0535
 CQ0535                          STATION DESCRIPTION
 CQ0535
 CQ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0535'0.95 MI S FROM EROS.
 CQ0535'0.95 MILE SOUTH ALONG STATE HIGHWAY NO. 13 FROM THE EROS PUBLIC SCHOOL
 CQ0535'AT EROS, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING SOUTH AND
 CQ0535'NORTHEAST, 125 FEET SOUTH OF THE SOUTH CORNER OF A FARMHOUSE, 33 FEET
 CQ0535'SOUTHWEST OF A 3-FOOT LONE PINE TREE, 29 FEET NORTHWEST OF THE CENTER
 CQ0535'LINE OF THE HIGHWAY, 6.4 FEET SOUTHEAST OF A FENCE, 1 FOOT SOUTHEAST
 CQ0535'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CQ0535'FOOT ABOVE THE GROUND.
 CQ0535
 CQ0535                          STATION RECOVERY (1977)
 CQ0535
 CQ0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0534 ***********************************************************************
 CQ0534  DESIGNATION -  A 1794 LAGS
 CQ0534  PID         -  CQ0534
 CQ0534  STATE/COUNTY-  LA/JACKSON
 CQ0534  USGS QUAD   -  EROS (1982)
 CQ0534
 CQ0534                         *CURRENT SURVEY CONTROL
 CQ0534  ___________________________________________________________________
 CQ0534* NAD 83(1986)-  32 23 24.     (N)    092 25 36.     (W)     SCALED    
 CQ0534* NAVD 88     -        58.63   (+/-2cm)     192.4    (feet)  VERTCON   
 CQ0534  ___________________________________________________________________
 CQ0534  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0534
 CQ0534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0534
 CQ0534.The horizontal coordinates were scaled from a topographic map and have
 CQ0534.an estimated accuracy of +/- 6 seconds.
 CQ0534
 CQ0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0534.The vertical order pertains to the NGVD 29 superseded value.
 CQ0534
 CQ0534.The geoid height was determined by GEOID03.
 CQ0534
 CQ0534;                    North         East    Units  Estimated Accuracy
 CQ0534;SPC LA N     -   209,560.    1,006,900.      MT  (+/- 180 meters Scaled)
 CQ0534
 CQ0534                          SUPERSEDED SURVEY CONTROL
 CQ0534
 CQ0534  NGVD 29 (??/??/??)   58.675  (m)          192.50   (f) ADJUSTED    2 0
 CQ0534
 CQ0534.Superseded values are not recommended for survey control.
 CQ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0534.See file dsdata.txt to determine how the superseded data were derived.
 CQ0534
 CQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR539838(NAD 83)
 CQ0534_MARKER: DD = SURVEY DISK
 CQ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0534_STAMPING: A 1794
 CQ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0534+STABILITY: SURFACE MOTION
 CQ0534
 CQ0534  HISTORY     - Date     Condition        Report By
 CQ0534  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0534  HISTORY     - 1950     GOOD             CGS
 CQ0534  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0534
 CQ0534                          STATION DESCRIPTION
 CQ0534
 CQ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0534'IN EROS.
 CQ0534'AT EROS, AT THE CROSSING OF THE TREMONT AND GULF RAILWAY AND STATE
 CQ0534'HIGHWAY NO. 13, 79 FEET WEST-NORTHWEST OF THE WEST CORNER FENCE POST
 CQ0534'OF THE FENCE AROUND THE CITIES SERVICE BULK PLANT, 29 FEET NORTHWEST
 CQ0534'OF THE CENTER LINE OF THE HIGHWAY, 12.4 FEET SOUTHWEST OF THE
 CQ0534'SOUTHWEST RAIL OF THE MAIN TRACK, 10 FEET NORTHEAST OF THE NORTHEAST
 CQ0534'RAIL OF A SIDE TRACK, 4 FEET EAST OF A TELEPHONE POLE, 3.5 FEET EAST
 CQ0534'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CQ0534'FOOT ABOVE THE GROUND.
 CQ0534
 CQ0534                          STATION RECOVERY (1977)
 CQ0534
 CQ0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2288 ***********************************************************************
 BJ2288  DESIGNATION -  A 18
 BJ2288  PID         -  BJ2288
 BJ2288  STATE/COUNTY-  LA/IBERVILLE
 BJ2288  USGS QUAD   -  MARINGOUIN (1992)
 BJ2288
 BJ2288                         *CURRENT SURVEY CONTROL
 BJ2288  ___________________________________________________________________
 BJ2288* NAD 83(1986)-  30 23 03.     (N)    091 34 38.     (W)     SCALED    
 BJ2288* NAVD 88     -         4.97   (+/-2cm)      16.3    (feet)  VERTCON   
 BJ2288  ___________________________________________________________________
 BJ2288  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2288
 BJ2288  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2288
 BJ2288.The horizontal coordinates were scaled from a topographic map and have
 BJ2288.an estimated accuracy of +/- 6 seconds.
 BJ2288
 BJ2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2288.The vertical order pertains to the NGVD 29 superseded value.
 BJ2288
 BJ2288.The geoid height was determined by GEOID03.
 BJ2288
 BJ2288;                    North         East    Units  Estimated Accuracy
 BJ2288;SPC LA S     -   208,880.      976,560.      MT  (+/- 180 meters Scaled)
 BJ2288
 BJ2288                          SUPERSEDED SURVEY CONTROL
 BJ2288
 BJ2288  NGVD 29 (??/??/??)    4.990  (m)           16.37   (f) ADJUSTED    1 2
 BJ2288
 BJ2288.Superseded values are not recommended for survey control.
 BJ2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2288.See file dsdata.txt to determine how the superseded data were derived.
 BJ2288
 BJ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP366622(NAD 83)
 BJ2288_MARKER: DB = BENCH MARK DISK
 BJ2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2288_STAMPING: A 18 1934
 BJ2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2288+STABILITY: SURFACE MOTION
 BJ2288
 BJ2288  HISTORY     - Date     Condition        Report By
 BJ2288  HISTORY     - 1934     MONUMENTED       CGS
 BJ2288  HISTORY     - 1965     GOOD             CGS
 BJ2288
 BJ2288                          STATION DESCRIPTION
 BJ2288
 BJ2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2288'4.35 MI W FROM RAMAH.
 BJ2288'ABOUT 4.35 MILES WEST ALONG A SHELL ROAD AND A DOUBLE ROW OF POWER
 BJ2288'POLES FROM DISOTELLS GROCERY STORE AT RAMAH, IN FRACTIONAL SECTION 70,
 BJ2288'T 8 S, R 9 E, 7 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET
 BJ2288'EAST OF THE SOUTH-EAST CORNER OF A LONG WOODEN BRIDGE, 1.5 FEET WEST
 BJ2288'OF A CREOSOTED WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 BJ2288'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1234 ***********************************************************************
 BJ1234  DESIGNATION -  A 180
 BJ1234  PID         -  BJ1234
 BJ1234  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1234  USGS QUAD   -  SPRING CREEK (1983)
 BJ1234
 BJ1234                         *CURRENT SURVEY CONTROL
 BJ1234  ___________________________________________________________________
 BJ1234* NAD 83(1986)-  30 57 47.     (N)    090 29 33.     (W)     SCALED    
 BJ1234* NAVD 88     -        65.418  (meters)     214.63   (feet)  ADJUSTED  
 BJ1234  ___________________________________________________________________
 BJ1234  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ1234  DYNAMIC HT  -          65.334 (meters)     214.35  (feet)  COMP
 BJ1234  MODELED GRAV-     979,360.3   (mgal)                       NAVD 88
 BJ1234
 BJ1234  VERT ORDER  -  FIRST     CLASS I
 BJ1234
 BJ1234.The horizontal coordinates were scaled from a topographic map and have
 BJ1234.an estimated accuracy of +/- 6 seconds.
 BJ1234
 BJ1234.The orthometric height was determined by differential leveling
 BJ1234.and adjusted by the National Geodetic Survey in February 1994..
 BJ1234
 BJ1234.The geoid height was determined by GEOID03.
 BJ1234
 BJ1234.The dynamic height is computed by dividing the NAVD 88
 BJ1234.geopotential number by the normal gravity value computed on the
 BJ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1234.degrees latitude (g = 980.6199 gals.).
 BJ1234
 BJ1234.The modeled gravity was interpolated from observed gravity values.
 BJ1234
 BJ1234;                    North         East    Units  Estimated Accuracy
 BJ1234;SPC LA S     -   273,320.    1,080,340.      MT  (+/- 180 meters Scaled)
 BJ1234
 BJ1234                          SUPERSEDED SURVEY CONTROL
 BJ1234
 BJ1234  NAVD 88 (06/15/91)   65.433  (m)          214.67   (f) UNKNOWN     1 1
 BJ1234  NGVD 29 (??/??/??)   65.418  (m)          214.63   (f) ADJUSTED    1 1
 BJ1234
 BJ1234.Superseded values are not recommended for survey control.
 BJ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1234.See file dsdata.txt to determine how the superseded data were derived.
 BJ1234
 BJ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ395282(NAD 83)
 BJ1234_MARKER: DB = BENCH MARK DISK
 BJ1234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1234_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BJ1234_STAMPING: A 180 1959
 BJ1234_MARK LOGO: CGS   
 BJ1234_MAGNETIC: P = MARKER IS A STEEL PIPE
 BJ1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1234+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1992
 BJ1234
 BJ1234  HISTORY     - Date     Condition        Report By
 BJ1234  HISTORY     - 1959     MONUMENTED       CGS
 BJ1234  HISTORY     - 1969     GOOD             CGS
 BJ1234  HISTORY     - 19920712 GOOD             NGS
 BJ1234
 BJ1234                          STATION DESCRIPTION
 BJ1234
 BJ1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1234'1.9 MI NE FROM KENTWOOD.
 BJ1234'ABOUT 1.9 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1234'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, NEAR MILEPOST 827, 56.0 FEET
 BJ1234'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR SIGNAL NO.
 BJ1234'826.9, 34 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF
 BJ1234'TRACK, 32.6 FEET NORTH-NORTHWEST OF MILEPOST 827, 14 FEET NORTHEAST OF
 BJ1234'A 16-INCH PINE TREE, 1.3 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT
 BJ1234'SOUTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK
 BJ1234'AND IS A DISK BRAZED ON THE TOP OF A 3-INCH IRON PIPE WHICH IS FLUSH
 BJ1234'WITH THE GROUND.
 BJ1234
 BJ1234                          STATION RECOVERY (1992)
 BJ1234
 BJ1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1234'3.3 KM (2.05 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1234'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, 11.6 M (38.1 FT) NORTH
 BJ1234'OF MILEPOST 827, 10.0 M (32.8 FT) NORTHWEST OF THE NEAR RAIL, 0.8 M
 BJ1234'(2.6 FT) ABOVE THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) SOUTHEAST
 BJ1234'OF A WITNESS POST AND FENCE.  NOTE--THE DISK IS WELDED TO A 3-INCH
 BJ1234'METAL PIPE AND PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  THE
 BJ1234'PIPE DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1317 ***********************************************************************
 CP1317  DESIGNATION -  A 1801
 CP1317  PID         -  CP1317
 CP1317  STATE/COUNTY-  LA/MADISON
 CP1317  USGS QUAD   -  MOUND (1973)
 CP1317
 CP1317                         *CURRENT SURVEY CONTROL
 CP1317  ___________________________________________________________________
 CP1317* NAD 83(1986)-  32 20 11.     (N)    091 00 35.     (W)     SCALED    
 CP1317* NAVD 88     -        25.138  (meters)      82.47   (feet)  ADJUSTED  
 CP1317  ___________________________________________________________________
 CP1317  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP1317  DYNAMIC HT  -          25.109 (meters)      82.38  (feet)  COMP
 CP1317  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CP1317
 CP1317  VERT ORDER  -  FIRST     CLASS I
 CP1317
 CP1317.The horizontal coordinates were scaled from a topographic map and have
 CP1317.an estimated accuracy of +/- 6 seconds.
 CP1317
 CP1317.The orthometric height was determined by differential leveling
 CP1317.and adjusted by the National Geodetic Survey in June 1991..
 CP1317
 CP1317.The geoid height was determined by GEOID03.
 CP1317
 CP1317.The dynamic height is computed by dividing the NAVD 88
 CP1317.geopotential number by the normal gravity value computed on the
 CP1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1317.degrees latitude (g = 980.6199 gals.).
 CP1317
 CP1317.The modeled gravity was interpolated from observed gravity values.
 CP1317
 CP1317;                    North         East    Units  Estimated Accuracy
 CP1317;SPC LA N     -   204,580.    1,140,290.      MT  (+/- 180 meters Scaled)
 CP1317
 CP1317                          SUPERSEDED SURVEY CONTROL
 CP1317
 CP1317  NGVD 29 (??/??/??)   25.134  (m)           82.46   (f) ADJUSTED    1 1
 CP1317
 CP1317.Superseded values are not recommended for survey control.
 CP1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1317.See file dsdata.txt to determine how the superseded data were derived.
 CP1317
 CP1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR873794(NAD 83)
 CP1317_MARKER: DD = SURVEY DISK
 CP1317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1317_SP_SET: CULVERT
 CP1317_STAMPING: A 1801
 CP1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1317
 CP1317  HISTORY     - Date     Condition        Report By
 CP1317  HISTORY     - UNK      MONUMENTED       LAGS
 CP1317  HISTORY     - 1968     GOOD             NGS
 CP1317
 CP1317                          STATION DESCRIPTION
 CP1317
 CP1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1317'5.0 MI W FROM DELTA.
 CP1317'5.0 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP1317'OFFICE AT DELTA, IN SECTION 52, T 16 N, R 14 E, 0.9 MILE WEST OF THE
 CP1317'CROSSING OF THE RAILROAD AND STATE HIGHWAY 602, 7 POLES EAST OF A
 CP1317'WOODEN TRESTLE FOR THE RAILROAD, 121 FEET NORTH AND ACROSS U.S.
 CP1317'HIGHWAY 80 FROM THE NORTH RAIL, 20 FEET NORTH OF THE CENTER LINE OF
 CP1317'THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 CP1317'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 1.0 FOOT WEST OF A
 CP1317'METAL WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0592 ***********************************************************************
 CP0592  DESIGNATION -  A 1803
 CP0592  PID         -  CP0592
 CP0592  STATE/COUNTY-  LA/MADISON
 CP0592  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0592
 CP0592                         *CURRENT SURVEY CONTROL
 CP0592  ___________________________________________________________________
 CP0592* NAD 83(1986)-  32 20 01.     (N)    090 59 52.     (W)     SCALED    
 CP0592* NAVD 88     -        26.041  (meters)      85.44   (feet)  ADJUSTED  
 CP0592  ___________________________________________________________________
 CP0592  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0592  DYNAMIC HT  -          26.011 (meters)      85.34  (feet)  COMP
 CP0592  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CP0592
 CP0592  VERT ORDER  -  FIRST     CLASS I
 CP0592
 CP0592.The horizontal coordinates were scaled from a topographic map and have
 CP0592.an estimated accuracy of +/- 6 seconds.
 CP0592
 CP0592.The orthometric height was determined by differential leveling
 CP0592.and adjusted by the National Geodetic Survey in June 1991..
 CP0592
 CP0592.The geoid height was determined by GEOID03.
 CP0592
 CP0592.The dynamic height is computed by dividing the NAVD 88
 CP0592.geopotential number by the normal gravity value computed on the
 CP0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0592.degrees latitude (g = 980.6199 gals.).
 CP0592
 CP0592.The modeled gravity was interpolated from observed gravity values.
 CP0592
 CP0592;                    North         East    Units  Estimated Accuracy
 CP0592;SPC LA N     -   204,280.    1,141,420.      MT  (+/- 180 meters Scaled)
 CP0592
 CP0592                          SUPERSEDED SURVEY CONTROL
 CP0592
 CP0592  NGVD 29 (??/??/??)   26.037  (m)           85.42   (f) ADJUSTED    1 1
 CP0592
 CP0592.Superseded values are not recommended for survey control.
 CP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0592.See file dsdata.txt to determine how the superseded data were derived.
 CP0592
 CP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR884791(NAD 83)
 CP0592_MARKER: DD = SURVEY DISK
 CP0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0592_SP_SET: CULVERT
 CP0592_STAMPING: A 1803
 CP0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0592
 CP0592  HISTORY     - Date     Condition        Report By
 CP0592  HISTORY     - UNK      MONUMENTED       LAGS
 CP0592  HISTORY     - 1968     GOOD             NGS
 CP0592
 CP0592                          STATION DESCRIPTION
 CP0592
 CP0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0592'4.4 MI W FROM DELTA.
 CP0592'4.4 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP0592'OFFICE AT DELTA, IN SECTION 52, T 16 N, R 14 E, AT THE CROSSING OF THE
 CP0592'RAILROAD AND A GRAVELED ROAD, 0.15 MILE EAST OF MILEPOST 5, 117 FEET
 CP0592'NORTH AND ACROSS U.S. HIGHWAY 80 FROM THE NORTH RAIL, 17 FEET NORTH OF
 CP0592'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 CP0592'NORTH CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 15
 CP0592'FEET WEST OF THE CENTER LINE OF A TRAIL ROAD, AND ABOUT LEVEL WITH THE
 CP0592'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0593 ***********************************************************************
 CP0593  DESIGNATION -  A 1805
 CP0593  PID         -  CP0593
 CP0593  STATE/COUNTY-  LA/MADISON
 CP0593  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0593
 CP0593                         *CURRENT SURVEY CONTROL
 CP0593  ___________________________________________________________________
 CP0593* NAD 83(1986)-  32 19 48.     (N)    090 58 54.     (W)     SCALED    
 CP0593* NAVD 88     -        26.890  (meters)      88.22   (feet)  ADJUSTED  
 CP0593  ___________________________________________________________________
 CP0593  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0593  DYNAMIC HT  -          26.859 (meters)      88.12  (feet)  COMP
 CP0593  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CP0593
 CP0593  VERT ORDER  -  FIRST     CLASS I
 CP0593
 CP0593.The horizontal coordinates were scaled from a topographic map and have
 CP0593.an estimated accuracy of +/- 6 seconds.
 CP0593
 CP0593.The orthometric height was determined by differential leveling
 CP0593.and adjusted by the National Geodetic Survey in June 1991..
 CP0593
 CP0593.The geoid height was determined by GEOID03.
 CP0593
 CP0593.The dynamic height is computed by dividing the NAVD 88
 CP0593.geopotential number by the normal gravity value computed on the
 CP0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0593.degrees latitude (g = 980.6199 gals.).
 CP0593
 CP0593.The modeled gravity was interpolated from observed gravity values.
 CP0593
 CP0593;                    North         East    Units  Estimated Accuracy
 CP0593;SPC LA N     -   203,910.    1,142,940.      MT  (+/- 180 meters Scaled)
 CP0593
 CP0593                          SUPERSEDED SURVEY CONTROL
 CP0593
 CP0593  NGVD 29 (??/??/??)   26.884  (m)           88.20   (f) ADJUSTED    1 1
 CP0593
 CP0593.Superseded values are not recommended for survey control.
 CP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0593.See file dsdata.txt to determine how the superseded data were derived.
 CP0593
 CP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR899788(NAD 83)
 CP0593_MARKER: DD = SURVEY DISK
 CP0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0593_SP_SET: CULVERT
 CP0593_STAMPING: A 1805
 CP0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0593
 CP0593  HISTORY     - Date     Condition        Report By
 CP0593  HISTORY     - UNK      MONUMENTED       LAGS
 CP0593  HISTORY     - 1968     GOOD             NGS
 CP0593
 CP0593                          STATION DESCRIPTION
 CP0593
 CP0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0593'3.45 MI W FROM DELTA.
 CP0593'3.45 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP0593'OFFICE AT DELTA, IN SECTION 26, T 16 N, R 14 E, AT THE CROSSING OF THE
 CP0593'RAILROAD AND A PRIVATE ROAD, 0.1 MILE EAST OF MILEPOST 4, 121 FEET
 CP0593'NORTH AND ACROSS U.S. HIGHWAY 80 FROM THE NORTH RAIL, 17 1/2 FEET
 CP0593'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST
 CP0593'END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE
 CP0593'HIGHWAY, 22 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 1.0 FOOT
 CP0593'WEST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0594 ***********************************************************************
 CP0594  DESIGNATION -  A 1806
 CP0594  PID         -  CP0594
 CP0594  STATE/COUNTY-  LA/MADISON
 CP0594  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0594
 CP0594                         *CURRENT SURVEY CONTROL
 CP0594  ___________________________________________________________________
 CP0594* NAD 83(1986)-  32 19 39.     (N)    090 58 24.     (W)     SCALED    
 CP0594* NAVD 88     -        26.776  (meters)      87.85   (feet)  ADJUSTED  
 CP0594  ___________________________________________________________________
 CP0594  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0594  DYNAMIC HT  -          26.745 (meters)      87.75  (feet)  COMP
 CP0594  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 CP0594
 CP0594  VERT ORDER  -  FIRST     CLASS I
 CP0594
 CP0594.The horizontal coordinates were scaled from a topographic map and have
 CP0594.an estimated accuracy of +/- 6 seconds.
 CP0594
 CP0594.The orthometric height was determined by differential leveling
 CP0594.and adjusted by the National Geodetic Survey in June 1991..
 CP0594
 CP0594.The geoid height was determined by GEOID03.
 CP0594
 CP0594.The dynamic height is computed by dividing the NAVD 88
 CP0594.geopotential number by the normal gravity value computed on the
 CP0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0594.degrees latitude (g = 980.6199 gals.).
 CP0594
 CP0594.The modeled gravity was interpolated from observed gravity values.
 CP0594
 CP0594;                    North         East    Units  Estimated Accuracy
 CP0594;SPC LA N     -   203,640.    1,143,730.      MT  (+/- 180 meters Scaled)
 CP0594
 CP0594                          SUPERSEDED SURVEY CONTROL
 CP0594
 CP0594  NGVD 29 (??/??/??)   26.770  (m)           87.83   (f) ADJUSTED    1 1
 CP0594
 CP0594.Superseded values are not recommended for survey control.
 CP0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0594.See file dsdata.txt to determine how the superseded data were derived.
 CP0594
 CP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR907785(NAD 83)
 CP0594_MARKER: DD = SURVEY DISK
 CP0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0594_SP_SET: CULVERT
 CP0594_STAMPING: A 1806
 CP0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0594
 CP0594  HISTORY     - Date     Condition        Report By
 CP0594  HISTORY     - UNK      MONUMENTED       LAGS
 CP0594  HISTORY     - 1968     GOOD             NGS
 CP0594
 CP0594                          STATION DESCRIPTION
 CP0594
 CP0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0594'2.9 MI W FROM DELTA.
 CP0594'2.9 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP0594'OFFICE AT DELTA, IN SECTION 20, T 16 N, R 15 E, 0.25 MILE WEST OF A
 CP0594'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 87 FEET NORTH OF THE
 CP0594'NORTH RAIL, 17 1/2 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CP0594'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A
 CP0594'CONCRETE CULVERT UNDER THE HIGHWAY, 0.7 FOOT EAST OF A METAL WITNESS
 CP0594'POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0590 ***********************************************************************
 CP0590  DESIGNATION -  A 1809
 CP0590  PID         -  CP0590
 CP0590  STATE/COUNTY-  LA/MADISON
 CP0590  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0590
 CP0590                         *CURRENT SURVEY CONTROL
 CP0590  ___________________________________________________________________
 CP0590* NAD 83(1986)-  32 19 25.     (N)    090 57 20.     (W)     SCALED    
 CP0590* NAVD 88     -        26.545  (meters)      87.09   (feet)  ADJUSTED  
 CP0590  ___________________________________________________________________
 CP0590  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0590  DYNAMIC HT  -          26.514 (meters)      86.99  (feet)  COMP
 CP0590  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CP0590
 CP0590  VERT ORDER  -  FIRST     CLASS I
 CP0590
 CP0590.The horizontal coordinates were scaled from a topographic map and have
 CP0590.an estimated accuracy of +/- 6 seconds.
 CP0590
 CP0590.The orthometric height was determined by differential leveling
 CP0590.and adjusted by the National Geodetic Survey in June 1991..
 CP0590
 CP0590.The geoid height was determined by GEOID03.
 CP0590
 CP0590.The dynamic height is computed by dividing the NAVD 88
 CP0590.geopotential number by the normal gravity value computed on the
 CP0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0590.degrees latitude (g = 980.6199 gals.).
 CP0590
 CP0590.The modeled gravity was interpolated from observed gravity values.
 CP0590
 CP0590;                    North         East    Units  Estimated Accuracy
 CP0590;SPC LA N     -   203,230.    1,145,410.      MT  (+/- 180 meters Scaled)
 CP0590
 CP0590                          SUPERSEDED SURVEY CONTROL
 CP0590
 CP0590  NGVD 29 (??/??/??)   26.538  (m)           87.07   (f) ADJUSTED    1 1
 CP0590
 CP0590.Superseded values are not recommended for survey control.
 CP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0590.See file dsdata.txt to determine how the superseded data were derived.
 CP0590
 CP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR924781(NAD 83)
 CP0590_MARKER: DD = SURVEY DISK
 CP0590_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP0590_SP_SET: CULVERT HEADWALL
 CP0590_STAMPING: A 1809
 CP0590_MARK LOGO: LAGS  
 CP0590_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0590+STABILITY: SURFACE MOTION
 CP0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0590+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1996
 CP0590
 CP0590  HISTORY     - Date     Condition        Report By
 CP0590  HISTORY     - UNK      MONUMENTED       LAGS
 CP0590  HISTORY     - 1968     GOOD             NGS
 CP0590  HISTORY     - 19960301 GOOD             NGS
 CP0590
 CP0590                          STATION DESCRIPTION
 CP0590
 CP0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0590'1.8 MI W FROM DELTA.
 CP0590'1.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP0590'OFFICE AT DELTA, AT A CROSSING OF THE RAILROAD AND A PRIVATE GRAVELED
 CP0590'ROAD, 0.25 MILE WEST OF MILEPOST 2, 96 FEET NORTH AND ACROSS U.S.
 CP0590'HIGHWAY 80 FROM THE NORTH RAIL, 18 1/2 FEET NORTH OF THE CENTER LINE
 CP0590'OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 CP0590'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 24 FEET EAST OF THE
 CP0590'CENTER LINE OF THE GRAVELED ROAD, 0.7 FOOT WEST OF A METAL WITNESS
 CP0590'POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SEC 7, T 16N,
 CP0590'R 15E.
 CP0590
 CP0590                          STATION RECOVERY (1996)
 CP0590
 CP0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 CP0590'LOCATED 1.8 MI (2.9 KM) WEST ALONG OLD U.S.  HIGHWAY 80 (NOW LA ROUTE
 CP0590'3218) FROM THE FOOT OF THE OLD MISSISSIPPI RIVER BRIDGE IN THE
 CP0590'VICINITY OF A GRAVEL PRIVATE DRIVE CROSSING THE TRACKS, JUST EAST OF
 CP0590'THE ENTRANCE OF WILLOW GROVE PLANTATION ABOUT 0.25 MI (0.40 KM) WEST
 CP0590'OF RAILROAD MILEPOST 2, 96 FT (29.3 M) NORTH OF AND ACROSS LA ROUTE
 CP0590'3218 FROM THE NORTH RAIL OF THE TRACKS, 18.5 FT (5.6 M) NORTH OF THE
 CP0590'CENTERLINE OF LA ROUTE 3218, SET IN THE TOP OF THE EAST END OF THE
 CP0590'NORTH CONCRETE HEADWALL OF A 3 FT (0.9 M) BY 3 FT (0.9 M) BOX CULVERT
 CP0590'UNDER THE HIGHWAY ABOUT 1 FT (0.3 M) BELOW LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1062 ***********************************************************************
 BK1062  DESIGNATION -  A 181
 BK1062  PID         -  BK1062
 BK1062  STATE/COUNTY-  LA/ALLEN
 BK1062  USGS QUAD   -  OAKDALE (1993)
 BK1062
 BK1062                         *CURRENT SURVEY CONTROL
 BK1062  ___________________________________________________________________
 BK1062* NAD 83(1986)-  30 48 30.     (N)    092 40 03.     (W)     SCALED    
 BK1062* NAVD 88     -        32.147  (meters)     105.47   (feet)  ADJUSTED  
 BK1062  ___________________________________________________________________
 BK1062  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK1062  DYNAMIC HT  -          32.106 (meters)     105.33  (feet)  COMP
 BK1062  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 BK1062
 BK1062  VERT ORDER  -  FIRST     CLASS I
 BK1062
 BK1062.The horizontal coordinates were scaled from a topographic map and have
 BK1062.an estimated accuracy of +/- 6 seconds.
 BK1062
 BK1062.The orthometric height was determined by differential leveling
 BK1062.and adjusted by the National Geodetic Survey in February 1994..
 BK1062
 BK1062.The geoid height was determined by GEOID03.
 BK1062
 BK1062.The dynamic height is computed by dividing the NAVD 88
 BK1062.geopotential number by the normal gravity value computed on the
 BK1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1062.degrees latitude (g = 980.6199 gals.).
 BK1062
 BK1062.The modeled gravity was interpolated from observed gravity values.
 BK1062
 BK1062;                    North         East    Units  Estimated Accuracy
 BK1062;SPC LA S     -   256,620.      872,330.      MT  (+/- 180 meters Scaled)
 BK1062
 BK1062                          SUPERSEDED SURVEY CONTROL
 BK1062
 BK1062  NAVD 88 (06/15/91)   32.138  (m)          105.44   (f) UNKNOWN     1 1
 BK1062  NGVD 29 (??/??/??)   32.122  (m)          105.39   (f) ADJUSTED    1 1
 BK1062
 BK1062.Superseded values are not recommended for survey control.
 BK1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1062.See file dsdata.txt to determine how the superseded data were derived.
 BK1062
 BK1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ318084(NAD 83)
 BK1062_MARKER: DB = BENCH MARK DISK
 BK1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1062_SP_SET: CULVERT
 BK1062_STAMPING: A 181 1961
 BK1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1062
 BK1062  HISTORY     - Date     Condition        Report By
 BK1062  HISTORY     - 1961     MONUMENTED       CGS
 BK1062  HISTORY     - 1977     GOOD             LADTD
 BK1062  HISTORY     - 1982     GOOD             LADTD
 BK1062  HISTORY     - 20050422 MARK NOT FOUND   USPSQD
 BK1062
 BK1062                          STATION DESCRIPTION
 BK1062
 BK1062'DESCRIBED BY LA TRANSP AND DEV 1977
 BK1062'0.5 MI S FROM OAKDALE.
 BK1062'ABOUT 0.5 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1062'STATION AT OAKDALE, IN SECTION 10, T3S, R3W, 109.5 FT W OF THE W RAIL
 BK1062'OF THE MAIN TRACK, SET IN THE CENTER OF THE EAST CONCRETE HEADWALL OF
 BK1062'A CONCRETE TRIPLE CHANNEL CULVERT UNDER US HWY 165, 25.5 FT E OF THE
 BK1062'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FT BELOW THE LEVEL OF THE
 BK1062'HIGHWAY.
 BK1062
 BK1062                          STATION RECOVERY (1982)
 BK1062
 BK1062'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1062'RECOVERED IN GOOD CONDITION.
 BK1062
 BK1062                          STATION RECOVERY (2005)
 BK1062
 BK1062'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2150 ***********************************************************************
 BK2150  DESIGNATION -  A 181 RESET 1982
 BK2150  PID         -  BK2150
 BK2150  STATE/COUNTY-  LA/ALLEN
 BK2150  USGS QUAD   -  OAKDALE (1993)
 BK2150
 BK2150                         *CURRENT SURVEY CONTROL
 BK2150  ___________________________________________________________________
 BK2150* NAD 83(1986)-  30 48 30.     (N)    092 40 03.     (W)     SCALED    
 BK2150* NAVD 88     -        32.18   (+/-2cm)     105.6    (feet)  VERTCON   
 BK2150  ___________________________________________________________________
 BK2150  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK2150
 BK2150  VERT ORDER  -  THIRD (See Below)
 BK2150
 BK2150.The horizontal coordinates were scaled from a topographic map and have
 BK2150.an estimated accuracy of +/- 6 seconds.
 BK2150
 BK2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2150.The vertical order pertains to the NGVD 29 superseded value.
 BK2150
 BK2150.The geoid height was determined by GEOID03.
 BK2150
 BK2150;                    North         East    Units  Estimated Accuracy
 BK2150;SPC LA S     -   256,620.      872,330.      MT  (+/- 180 meters Scaled)
 BK2150
 BK2150                          SUPERSEDED SURVEY CONTROL
 BK2150
 BK2150  NGVD 29 (??/??/??)   32.16   (m)          105.5    (f) RESET       3  
 BK2150
 BK2150.Superseded values are not recommended for survey control.
 BK2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2150.See file dsdata.txt to determine how the superseded data were derived.
 BK2150
 BK2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ318084(NAD 83)
 BK2150_MARKER: DB = BENCH MARK DISK
 BK2150_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2150_SP_SET: 12 FEET
 BK2150_STAMPING: A 181 RESET 1982
 BK2150_PROJECTION: FLUSH
 BK2150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2150+STABILITY: POSITION/ELEVATION WELL
 BK2150_ROD/PIPE-DEPTH: 3.66 meters
 BK2150
 BK2150  HISTORY     - Date     Condition        Report By
 BK2150  HISTORY     - 1982     MONUMENTED       LADTD
 BK2150
 BK2150                          STATION DESCRIPTION
 BK2150
 BK2150'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2150'0.80 KM (0.5 MI) SOUTH FROM OAKDALE.
 BK2150'0.80 KM (0.5 MI) SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK2150'STATION IN OAKDALE, 23.8 METERS (78.0 FT) EAST OF THE CENTER OF U.S.
 BK2150'HIGHWAY 165, 21.6 METERS (71.0 FT) EAST OF SURVEY LINE 123+88,
 BK2150'17.2 METERS (56.5 FT) WEST OF THE WEST RAIL OF THE MAIN RAIL OF
 BK2150'RAILROAD TRACKS, AND 14.5 METERS (47.5 FT) SOUTHWEST OF A
 BK2150'TELEGRAPH POLE.
 BK2150'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0591 ***********************************************************************
 CP0591  DESIGNATION -  A 1811
 CP0591  PID         -  CP0591
 CP0591  STATE/COUNTY-  LA/MADISON
 CP0591  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0591
 CP0591                         *CURRENT SURVEY CONTROL
 CP0591  ___________________________________________________________________
 CP0591* NAD 83(1986)-  32 19 12.     (N)    090 56 21.     (W)     SCALED    
 CP0591* NAVD 88     -        26.630  (meters)      87.37   (feet)  ADJUSTED  
 CP0591  ___________________________________________________________________
 CP0591  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0591  DYNAMIC HT  -          26.599 (meters)      87.27  (feet)  COMP
 CP0591  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CP0591
 CP0591  VERT ORDER  -  FIRST     CLASS I
 CP0591
 CP0591.The horizontal coordinates were scaled from a topographic map and have
 CP0591.an estimated accuracy of +/- 6 seconds.
 CP0591
 CP0591.The orthometric height was determined by differential leveling
 CP0591.and adjusted by the National Geodetic Survey in June 1991..
 CP0591
 CP0591.The geoid height was determined by GEOID03.
 CP0591
 CP0591.The dynamic height is computed by dividing the NAVD 88
 CP0591.geopotential number by the normal gravity value computed on the
 CP0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0591.degrees latitude (g = 980.6199 gals.).
 CP0591
 CP0591.The modeled gravity was interpolated from observed gravity values.
 CP0591
 CP0591;                    North         East    Units  Estimated Accuracy
 CP0591;SPC LA N     -   202,850.    1,146,960.      MT  (+/- 180 meters Scaled)
 CP0591
 CP0591                          SUPERSEDED SURVEY CONTROL
 CP0591
 CP0591  NGVD 29 (??/??/??)   26.623  (m)           87.35   (f) ADJUSTED    1 1
 CP0591
 CP0591.Superseded values are not recommended for survey control.
 CP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0591.See file dsdata.txt to determine how the superseded data were derived.
 CP0591
 CP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR939777(NAD 83)
 CP0591_MARKER: DD = SURVEY DISK
 CP0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0591_SP_SET: CULVERT
 CP0591_STAMPING: A 1811
 CP0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0591
 CP0591  HISTORY     - Date     Condition        Report By
 CP0591  HISTORY     - UNK      MONUMENTED       LAGS
 CP0591  HISTORY     - 1968     GOOD             NGS
 CP0591
 CP0591                          STATION DESCRIPTION
 CP0591
 CP0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0591'0.85 MI W FROM DELTA.
 CP0591'0.85 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP0591'OFFICE AT DELTA, 85 FEET NORTH AND ACROSS U.S. HIGHWAY 80 FROM THE
 CP0591'NORTH RAIL, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CP0591'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE
 CP0591'CULVERT UNDER THE HIGHWAY, 1.0 FOOT WEST OF A METAL WITNESS POST, AND
 CP0591'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SEC 17, T 16N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1175 ***********************************************************************
 BX1175  DESIGNATION -  A 182
 BX1175  PID         -  BX1175
 BX1175  STATE/COUNTY-  LA/RAPIDES
 BX1175  USGS QUAD   -  SIEPER (1978)
 BX1175
 BX1175                         *CURRENT SURVEY CONTROL
 BX1175  ___________________________________________________________________
 BX1175* NAD 83(1986)-  31 07 35.     (N)    092 46 00.     (W)     SCALED    
 BX1175* NAVD 88     -        46.90   (+/-2cm)     153.9    (feet)  VERTCON   
 BX1175  ___________________________________________________________________
 BX1175  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX1175
 BX1175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1175
 BX1175.The horizontal coordinates were scaled from a topographic map and have
 BX1175.an estimated accuracy of +/- 6 seconds.
 BX1175
 BX1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1175.The vertical order pertains to the NGVD 29 superseded value.
 BX1175
 BX1175.The geoid height was determined by GEOID03.
 BX1175
 BX1175;                    North         East    Units  Estimated Accuracy
 BX1175;SPC LA N     -    69,480.      974,570.      MT  (+/- 180 meters Scaled)
 BX1175
 BX1175                          SUPERSEDED SURVEY CONTROL
 BX1175
 BX1175  NGVD 29 (??/??/??)   46.907  (m)          153.89   (f) ADJUSTED    2 0
 BX1175
 BX1175.Superseded values are not recommended for survey control.
 BX1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1175.See file dsdata.txt to determine how the superseded data were derived.
 BX1175
 BX1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ222436(NAD 83)
 BX1175_MARKER: DB = BENCH MARK DISK
 BX1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1175_STAMPING: A 182 1961
 BX1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1175+STABILITY: SURFACE MOTION
 BX1175
 BX1175  HISTORY     - Date     Condition        Report By
 BX1175  HISTORY     - 1961     MONUMENTED       CGS
 BX1175  HISTORY     - 1969     GOOD             LADTD
 BX1175  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1175
 BX1175                          STATION DESCRIPTION
 BX1175
 BX1175'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1175'1.10 MI W FROM HINESTON.
 BX1175'ABOUT 1.15 MILES WEST ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1175'AT HINESTON.  147 FEET SOUTH SOUTHEAST OF THE CENTER OF THE BRIDGE
 BX1175'OVER CALCASIEU RIVER.  2 FEET WEST OF A BARB WIRE FENCE.  233 FEET
 BX1175'EAST OF LOUISIANA HIGHWAY 112.  1.10 MILES NORTH ALONG LOUISIANA
 BX1175'HIGHWAY 112 FROM BENCH MARK 40V35.  DISK SET IN TOP OF CONCRETE POST
 BX1175'PROJECTING 4 INCHES.
 BX1175
 BX1175                          STATION RECOVERY (1999)
 BX1175
 BX1175'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1191 ***********************************************************************
 BX1191  DESIGNATION -  A 183
 BX1191  PID         -  BX1191
 BX1191  STATE/COUNTY-  LA/RAPIDES
 BX1191  USGS QUAD   -  AFEMAN (1978)
 BX1191
 BX1191                         *CURRENT SURVEY CONTROL
 BX1191  ___________________________________________________________________
 BX1191* NAD 83(1986)-  31 07 01.     (N)    092 47 36.     (W)     SCALED    
 BX1191* NAVD 88     -        51.84   (+/-2cm)     170.1    (feet)  VERTCON   
 BX1191  ___________________________________________________________________
 BX1191  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX1191
 BX1191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1191
 BX1191.The horizontal coordinates were scaled from a topographic map and have
 BX1191.an estimated accuracy of +/- 6 seconds.
 BX1191
 BX1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1191.The vertical order pertains to the NGVD 29 superseded value.
 BX1191
 BX1191.The geoid height was determined by GEOID03.
 BX1191
 BX1191;                    North         East    Units  Estimated Accuracy
 BX1191;SPC LA N     -    68,440.      972,020.      MT  (+/- 180 meters Scaled)
 BX1191
 BX1191                          SUPERSEDED SURVEY CONTROL
 BX1191
 BX1191  NGVD 29 (??/??/??)   51.860  (m)          170.14   (f) ADJUSTED    2 0
 BX1191
 BX1191.Superseded values are not recommended for survey control.
 BX1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1191.See file dsdata.txt to determine how the superseded data were derived.
 BX1191
 BX1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ197425(NAD 83)
 BX1191_MARKER: DB = BENCH MARK DISK
 BX1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1191_STAMPING: A 183 1961
 BX1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1191+STABILITY: SURFACE MOTION
 BX1191
 BX1191  HISTORY     - Date     Condition        Report By
 BX1191  HISTORY     - 1961     MONUMENTED       CGS
 BX1191  HISTORY     - 1976     MARK NOT FOUND   USGS
 BX1191  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1191
 BX1191                          STATION DESCRIPTION
 BX1191
 BX1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1191'3.65 MI SW FROM HINESTON.
 BX1191'ABOUT 2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 BX1191'STATE HIGHWAYS 112 AND 28 AT HINESTON, THENCE 1.1 MILES SOUTHWEST
 BX1191'ALONG STATE HIGHWAY 463, IN SECTION 28, T 2 N, R 4 W, 91 FEET
 BX1191'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 93 FEET WEST OF A 24-INCH
 BX1191'OAK TREE, 86 FEET NORTH OF A BRACED POWER POLE BEARING A TRANSFORMER,
 BX1191'79 1/2 FEET SOUTHWEST OF THE SOUTH CORNER OF A SMALL HOUSE, 3 1/2 FEET
 BX1191'SOUTHEAST OF A POWER POLE, 1 1/2 FEET SOUTHWEST OF A FENCE, ABOUT
 BX1191'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BX1191'WITH THE GROUND.
 BX1191
 BX1191                          STATION RECOVERY (1976)
 BX1191
 BX1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BX1191'MARK NOT FOUND.
 BX1191
 BX1191                          STATION RECOVERY (1999)
 BX1191
 BX1191'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1365 ***********************************************************************
 CP1365  DESIGNATION -  A 1887
 CP1365  PID         -  CP1365
 CP1365  STATE/COUNTY-  LA/MADISON
 CP1365  USGS QUAD   -  TENDAL (1986)
 CP1365
 CP1365                         *CURRENT SURVEY CONTROL
 CP1365  ___________________________________________________________________
 CP1365* NAD 83(1986)-  32 26 11.     (N)    091 15 42.     (W)     SCALED    
 CP1365* NAVD 88     -        24.776  (meters)      81.29   (feet)  ADJUSTED  
 CP1365  ___________________________________________________________________
 CP1365  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1365  DYNAMIC HT  -          24.748 (meters)      81.19  (feet)  COMP
 CP1365  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CP1365
 CP1365  VERT ORDER  -  FIRST     CLASS I
 CP1365
 CP1365.The horizontal coordinates were scaled from a topographic map and have
 CP1365.an estimated accuracy of +/- 6 seconds.
 CP1365
 CP1365.The orthometric height was determined by differential leveling
 CP1365.and adjusted by the National Geodetic Survey in June 1991..
 CP1365
 CP1365.The geoid height was determined by GEOID03.
 CP1365
 CP1365.The dynamic height is computed by dividing the NAVD 88
 CP1365.geopotential number by the normal gravity value computed on the
 CP1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1365.degrees latitude (g = 980.6199 gals.).
 CP1365
 CP1365.The modeled gravity was interpolated from observed gravity values.
 CP1365
 CP1365;                    North         East    Units  Estimated Accuracy
 CP1365;SPC LA N     -   215,370.    1,116,450.      MT  (+/- 180 meters Scaled)
 CP1365
 CP1365                          SUPERSEDED SURVEY CONTROL
 CP1365
 CP1365  NGVD 29 (??/??/??)   24.785  (m)           81.32   (f) ADJUSTED    1 1
 CP1365
 CP1365.Superseded values are not recommended for survey control.
 CP1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1365.See file dsdata.txt to determine how the superseded data were derived.
 CP1365
 CP1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR634901(NAD 83)
 CP1365_MARKER: DB = BENCH MARK DISK
 CP1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1365_SP_SET: CULVERT
 CP1365_STAMPING: A 1887
 CP1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1365
 CP1365  HISTORY     - Date     Condition        Report By
 CP1365  HISTORY     - UNK      MONUMENTED       LAGS
 CP1365  HISTORY     - 1968     GOOD             NGS
 CP1365
 CP1365                          STATION DESCRIPTION
 CP1365
 CP1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1365'5.15 MI W FROM TALLULAH.
 CP1365'5.15 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT TALLULAH,
 CP1365'IN SECTION 29, T 17 N, R 12 E, AT THE JUNCTION OF THE HIGHWAY AND A
 CP1365'GRAVELED ROAD WHICH LEADS SOUTH, 17 1/2 FEET SOUTH OF THE CENTER LINE
 CP1365'OF THE HIGHWAY, 69 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 CP1365'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A
 CP1365'CONCRETE CULVERT UNDER THE HIGHWAY, 51 FEET NORTHWEST OF A POWER POLE,
 CP1365'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1369 ***********************************************************************
 CP1369  DESIGNATION -  A 1888
 CP1369  PID         -  CP1369
 CP1369  STATE/COUNTY-  LA/MADISON
 CP1369  USGS QUAD   -  TENDAL (1986)
 CP1369
 CP1369                         *CURRENT SURVEY CONTROL
 CP1369  ___________________________________________________________________
 CP1369* NAD 83(1986)-  32 26 12.     (N)    091 16 16.     (W)     SCALED    
 CP1369* NAVD 88     -        23.588  (meters)      77.39   (feet)  ADJUSTED  
 CP1369  ___________________________________________________________________
 CP1369  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1369  DYNAMIC HT  -          23.561 (meters)      77.30  (feet)  COMP
 CP1369  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 CP1369
 CP1369  VERT ORDER  -  FIRST     CLASS I
 CP1369
 CP1369.The horizontal coordinates were scaled from a topographic map and have
 CP1369.an estimated accuracy of +/- 6 seconds.
 CP1369
 CP1369.The orthometric height was determined by differential leveling
 CP1369.and adjusted by the National Geodetic Survey in June 1991..
 CP1369
 CP1369.The geoid height was determined by GEOID03.
 CP1369
 CP1369.The dynamic height is computed by dividing the NAVD 88
 CP1369.geopotential number by the normal gravity value computed on the
 CP1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1369.degrees latitude (g = 980.6199 gals.).
 CP1369
 CP1369.The modeled gravity was interpolated from observed gravity values.
 CP1369
 CP1369;                    North         East    Units  Estimated Accuracy
 CP1369;SPC LA N     -   215,390.    1,115,560.      MT  (+/- 180 meters Scaled)
 CP1369
 CP1369                          SUPERSEDED SURVEY CONTROL
 CP1369
 CP1369  NGVD 29 (??/??/??)   23.597  (m)           77.42   (f) ADJUSTED    1 1
 CP1369
 CP1369.Superseded values are not recommended for survey control.
 CP1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1369.See file dsdata.txt to determine how the superseded data were derived.
 CP1369
 CP1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR625901(NAD 83)
 CP1369_MARKER: DD = SURVEY DISK
 CP1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1369_SP_SET: CULVERT
 CP1369_STAMPING: A 1888
 CP1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1369
 CP1369  HISTORY     - Date     Condition        Report By
 CP1369  HISTORY     - UNK      MONUMENTED       LAGS
 CP1369  HISTORY     - 1968     GOOD             NGS
 CP1369
 CP1369                          STATION DESCRIPTION
 CP1369
 CP1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1369'5.85 MI W FROM TALLULAH.
 CP1369'5.85 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT TALLULAH,
 CP1369'IN SECTION 19, T 17 N, R 12 E, 17 1/2 FEET NORTH OF THE CENTER LINE OF
 CP1369'THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 CP1369'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT 1 FOOT
 CP1369'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1379 ***********************************************************************
 CP1379  DESIGNATION -  A 1893
 CP1379  PID         -  CP1379
 CP1379  STATE/COUNTY-  LA/MADISON
 CP1379  USGS QUAD   -  TENDAL (1986)
 CP1379
 CP1379                         *CURRENT SURVEY CONTROL
 CP1379  ___________________________________________________________________
 CP1379* NAD 83(1986)-  32 25 43.     (N)    091 19 17.     (W)     SCALED    
 CP1379* NAVD 88     -        24.492  (meters)      80.35   (feet)  ADJUSTED  
 CP1379  ___________________________________________________________________
 CP1379  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1379  DYNAMIC HT  -          24.464 (meters)      80.26  (feet)  COMP
 CP1379  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 CP1379
 CP1379  VERT ORDER  -  FIRST     CLASS I
 CP1379
 CP1379.The horizontal coordinates were scaled from a topographic map and have
 CP1379.an estimated accuracy of +/- 6 seconds.
 CP1379
 CP1379.The orthometric height was determined by differential leveling
 CP1379.and adjusted by the National Geodetic Survey in June 1991..
 CP1379
 CP1379.The geoid height was determined by GEOID03.
 CP1379
 CP1379.The dynamic height is computed by dividing the NAVD 88
 CP1379.geopotential number by the normal gravity value computed on the
 CP1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1379.degrees latitude (g = 980.6199 gals.).
 CP1379
 CP1379.The modeled gravity was interpolated from observed gravity values.
 CP1379
 CP1379;                    North         East    Units  Estimated Accuracy
 CP1379;SPC LA N     -   214,440.    1,110,840.      MT  (+/- 180 meters Scaled)
 CP1379
 CP1379                          SUPERSEDED SURVEY CONTROL
 CP1379
 CP1379  NGVD 29 (??/??/??)   24.504  (m)           80.39   (f) ADJUSTED    1 1
 CP1379
 CP1379.Superseded values are not recommended for survey control.
 CP1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1379.See file dsdata.txt to determine how the superseded data were derived.
 CP1379
 CP1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR578891(NAD 83)
 CP1379_MARKER: DD = SURVEY DISK
 CP1379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1379_SP_SET: CULVERT
 CP1379_STAMPING: A 1893
 CP1379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1379
 CP1379  HISTORY     - Date     Condition        Report By
 CP1379  HISTORY     - UNK      MONUMENTED       LAGS
 CP1379  HISTORY     - 1968     GOOD             NGS
 CP1379
 CP1379                          STATION DESCRIPTION
 CP1379
 CP1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1379'9.1 MI W FROM TALLULAH.
 CP1379'9.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT TALLULAH,
 CP1379'OR ABOUT 10.35 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1379'STATION AT DELHI, IN SECTION 27, T 17 N, R 11 E, 16 FEET NORTH OF THE
 CP1379'CENTER LINE OF THE HIGHWAY, 119 FEET NORTH AND ACROSS THE HIGHWAY FROM
 CP1379'THE NORTH RAIL, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 CP1379'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 121 FEET NORTHWEST
 CP1379'AND ACROSS THE HIGHWAY FROM MILEPOST 25, 73 FEET WEST OF THE CENTER
 CP1379'LINE OF A TRAIL AND THE CENTER LINE OF A GRAVELED ROAD, AND ABOUT 1/2
 CP1379'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1381 ***********************************************************************
 CP1381  DESIGNATION -  A 1896
 CP1381  PID         -  CP1381
 CP1381  STATE/COUNTY-  LA/MADISON
 CP1381  USGS QUAD   -  TENDAL (1986)
 CP1381
 CP1381                         *CURRENT SURVEY CONTROL
 CP1381  ___________________________________________________________________
 CP1381* NAD 83(1986)-  32 25 51.     (N)    091 21 09.     (W)     SCALED    
 CP1381* NAVD 88     -        23.650  (meters)      77.59   (feet)  ADJUSTED  
 CP1381  ___________________________________________________________________
 CP1381  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1381  DYNAMIC HT  -          23.623 (meters)      77.50  (feet)  COMP
 CP1381  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 CP1381
 CP1381  VERT ORDER  -  FIRST     CLASS I
 CP1381
 CP1381.The horizontal coordinates were scaled from a topographic map and have
 CP1381.an estimated accuracy of +/- 6 seconds.
 CP1381
 CP1381.The orthometric height was determined by differential leveling
 CP1381.and adjusted by the National Geodetic Survey in June 1991..
 CP1381
 CP1381.The geoid height was determined by GEOID03.
 CP1381
 CP1381.The dynamic height is computed by dividing the NAVD 88
 CP1381.geopotential number by the normal gravity value computed on the
 CP1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1381.degrees latitude (g = 980.6199 gals.).
 CP1381
 CP1381.The modeled gravity was interpolated from observed gravity values.
 CP1381
 CP1381;                    North         East    Units  Estimated Accuracy
 CP1381;SPC LA N     -   214,660.    1,107,910.      MT  (+/- 180 meters Scaled)
 CP1381
 CP1381                          SUPERSEDED SURVEY CONTROL
 CP1381
 CP1381  NGVD 29 (??/??/??)   23.663  (m)           77.63   (f) ADJUSTED    1 1
 CP1381
 CP1381.Superseded values are not recommended for survey control.
 CP1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1381.See file dsdata.txt to determine how the superseded data were derived.
 CP1381
 CP1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR548893(NAD 83)
 CP1381_MARKER: DD = SURVEY DISK
 CP1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1381_SP_SET: CULVERT
 CP1381_STAMPING: A 1896
 CP1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1381
 CP1381  HISTORY     - Date     Condition        Report By
 CP1381  HISTORY     - 1896     MONUMENTED       LAGS
 CP1381  HISTORY     - 1968     GOOD             NGS
 CP1381
 CP1381                          STATION DESCRIPTION
 CP1381
 CP1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1381'8.55 MI E FROM DELHI.
 CP1381'8.55 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1381'AT DELHI, IN SECTION 28, T 17 N, R 11 E, 0.2 MILE EAST OF MILEPOST 27,
 CP1381'0.2 MILE SOUTHWEST OF A MICROWAVE TOWER, 77 FEET NORTH OF THE NORTH
 CP1381'RAIL, 18 1/2 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, SET IN
 CP1381'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE
 CP1381'BOX CULVERT UNDER THE HIGHWAY, ABOUT 8 FEET BELOW THE LEVEL OF THE
 CP1381'TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1212 ***********************************************************************
 BH1212  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BH1212  DESIGNATION -  A 193
 BH1212  PID         -  BH1212
 BH1212  STATE/COUNTY-  LA/ST TAMMANY
 BH1212  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 BH1212
 BH1212                         *CURRENT SURVEY CONTROL
 BH1212  ___________________________________________________________________
 BH1212* NAD 83(1992)-  30 14 19.40273(N)    089 37 10.40720(W)     ADJUSTED  
 BH1212* NAVD 88     -         0.81 **(meters)       2.7  **(feet)  GPS OBS(2004.65)
 BH1212  **This station is located in a subsidence area (see below).
 BH1212  **This station is included in the VTDP model (see below).
 BH1212  ___________________________________________________________________
 BH1212  EPOCH DATE  -        2004.65
 BH1212  X           -      36,618.883 (meters)                     COMP
 BH1212  Y           -  -5,514,833.117 (meters)                     COMP
 BH1212  Z           -   3,193,251.064 (meters)                     COMP
 BH1212  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BH1212  ELLIP HEIGHT-         -26.03  (meters)          (06/22/05) GPS OBS
 BH1212  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BH1212  DYNAMIC HT  -           0.81  (meters)       2.7   (feet)  COMP
 BH1212  MODELED GRAV-     979,336.4   (mgal)                       NAVD 88
 BH1212
 BH1212  HORZ ORDER  -  B
 BH1212  VERT ORDER  -  THIRD (See Below)
 BH1212  ELLP ORDER  -  FOURTH    CLASS I
 BH1212
 BH1212.The horizontal coordinates were established by GPS observations
 BH1212.and adjusted by the National Geodetic Survey in June 2005..
 BH1212.The horizontal coordinates are valid at the epoch date displayed above.
 BH1212.The epoch date for horizontal control is a decimal equivalence
 BH1212.of Year/Month/Day.
 BH1212
 BH1212 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1212 ** and geoid heights are valid at the date of observation. These heights
 BH1212 ** must always be validated when used as control.
 BH1212 ** The orthometric height was determined with a Vertical Time-dependent
 BH1212 ** Positioning (VTDP) model and has been validated through GPS observations
 BH1212 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BH1212 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1212 ** epoch indicated which incorporates improved geoid heights for the
 BH1212 ** Southern Louisiana Subsidence area
 BH1212 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1212.The orthometric height was determined by GPS observations and a
 BH1212.high-resolution geoid model using precise GPS observation and
 BH1212.processing techniques. It supersedes the leveled height previously
 BH1212.determined for this station.
 BH1212.The vertical order pertains to the first NAVD 88 superseded value.
 BH1212
 BH1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1212
 BH1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1212
 BH1212.The ellipsoidal height was determined by GPS observations
 BH1212.and is referenced to NAD 83.
 BH1212
 BH1212.The geoid height was determined by GEOID03.
 BH1212
 BH1212.The dynamic height is computed by dividing the NAVD 88
 BH1212.geopotential number by the normal gravity value computed on the
 BH1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1212.degrees latitude (g = 980.6199 gals.).
 BH1212
 BH1212.The modeled gravity was interpolated from observed gravity values.
 BH1212
 BH1212;                    North         East     Units Scale Factor Converg.
 BH1212;SPC LA S     -   193,961.478 1,164,941.665   MT  0.99993433   +0 51 24.9
 BH1212;SPC LA S     -   636,355.28  3,821,979.45   sFT  0.99993433   +0 51 24.9
 BH1212;UTM  16      - 3,348,141.664   247,913.036   MT  1.00038407   -1 19 11.7
 BH1212
 BH1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1212!SPC LA S     -   1.00000409  x   0.99993433  =   0.99993842
 BH1212!UTM  16      -   1.00000409  x   1.00038407  =   1.00038816
 BH1212
 BH1212                          SUPERSEDED SURVEY CONTROL
 BH1212
 BH1212  NAVD 88 (02/14/94)    0.879  (m)            2.88   (f) ADJUSTED    1 1
 BH1212  NAVD 88 (06/15/91)    0.879  (m)            2.88   (f) UNKNOWN     1 1
 BH1212  NGVD 29 (??/??/??)    0.837  (m)            2.75   (f) ADJUSTED    1 1
 BH1212
 BH1212.Superseded values are not recommended for survey control.
 BH1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1212.See file dsdata.txt to determine how the superseded data were derived.
 BH1212
 BH1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4791348142(NAD 83)
 BH1212_MARKER: DB = BENCH MARK DISK
 BH1212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH1212_SP_SET: COPPER-CLAD STEEL ROD
 BH1212_STAMPING: A 193 1963
 BH1212_MARK LOGO: CGS   
 BH1212_PROJECTION: RECESSED 5 CENTIMETERS
 BH1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1212+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 BH1212_ROD/PIPE-DEPTH: 29.3 meters
 BH1212
 BH1212  HISTORY     - Date     Condition        Report By
 BH1212  HISTORY     - 1963     MONUMENTED       CGS
 BH1212  HISTORY     - 1970     GOOD             NGS
 BH1212  HISTORY     - 1977     GOOD             NGS
 BH1212  HISTORY     - 19930317 GOOD             NGS
 BH1212  HISTORY     - 20040413 GOOD             NGS
 BH1212  HISTORY     - 20060306 GOOD             3001
 BH1212
 BH1212                          STATION DESCRIPTION
 BH1212
 BH1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH1212'0.35 MI W FROM PEARLINGTON.
 BH1212'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE EAST END OF THE
 BH1212'HIGHWAY BRIDGE OVER THE PEARL RIVER AT PEARLINGTON, 130 FEET NORTH OF
 BH1212'THE CENTER LINE OF THE HIGHWAY, 29 FEET WEST OF A POWER POLE WITH A
 BH1212'TRANSFORMER, 11 1/2 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 1.5
 BH1212'FEET WEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 BH1212'HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO A
 BH1212'DEPTH OF 96 FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH IS 1 FOOT
 BH1212'BELOW THE SURFACE OF THE GROUND.  SEC 30 ,T 9S,R 16W.
 BH1212
 BH1212                          STATION RECOVERY (1977)
 BH1212
 BH1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1212'RECOVERED IN GOOD CONDITION.
 BH1212
 BH1212                          STATION RECOVERY (1993)
 BH1212
 BH1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1212'0.9 KM (0.55 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BH1212'STATE HIGHWAY 604 IN PEARLINGTON, MISSISSIPPI, 39.7 M (130.2 FT)
 BH1212'NORTH OF THE HIGHWAY CENTERLINE, 8.8 M (28.9 FT) WEST OF A UTILITY
 BH1212'LIGHT POLE WITH 2 GUY CABLES AND A TRANSFORMER ATTACHED, 4.2 M (13.8
 BH1212'FT) EAST OF THE CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) BELOW THE LEVEL
 BH1212'OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0
 BH1212'FT) SOUTHEAST OF A UTILITY POLE STUB.  NOTE--THE DISK IS ENCASED IN A
 BH1212'4-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ORIGINAL
 BH1212'DESCRIPTION STATES THAT THE MARK IS IN MISSISSIPPI, BUT IT IS IN
 BH1212'LOUISIANA.
 BH1212
 BH1212                          STATION RECOVERY (2004)
 BH1212
 BH1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BH1212'FROM EXIT 246, I 10 AND I 510 GO S ON I 510 FOR 2 MI. TO EXIT 2C, US
 BH1212'HWY 90 AND GO GO TO THE  TRAFFIC LIGHT.  TURN LEFT, EASTERLY ON US 90,
 BH1212'CHEF MENTEUR HWY, FOR 6.25 MI TO THE  JUNCTION WITH US 11. CONTINUE ON
 BH1212'US 90 FOR 18.8 MI. TO THE JUNCTION OF US 190, CONTINUE  EASTERLY FOR
 BH1212'3.7 MI. TO THE MARK ON THE LEFT. IT IS 0.35 MI WESTERLY FROM THE EAST
 BH1212'END OF  THE BRIDGE OVER THE PEARL RIVER, 1 FT ENE OF A 4 FT POWER POLE
 BH1212'STUB, 11.5 FT E OF A SHELL  DRIVE, 29 FT  W OF A POWER POLE WITH A
 BH1212'TRANSFORMER,  AND 1 FOOT BELOW THE HIGHWAY.
 BH1212
 BH1212                          STATION RECOVERY (2006)
 BH1212
 BH1212'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 BH1212'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1751 ***********************************************************************
 BJ1751  DESIGNATION -  A 197
 BJ1751  PID         -  BJ1751
 BJ1751  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1751  USGS QUAD   -  AMITE (1974)
 BJ1751
 BJ1751                         *CURRENT SURVEY CONTROL
 BJ1751  ___________________________________________________________________
 BJ1751* NAD 83(1986)-  30 42 41.     (N)    090 30 30.     (W)     SCALED    
 BJ1751* NAVD 88     -        33.544  (meters)     110.05   (feet)  ADJUSTED  
 BJ1751  ___________________________________________________________________
 BJ1751  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1751  DYNAMIC HT  -          33.500 (meters)     109.91  (feet)  COMP
 BJ1751  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1751
 BJ1751  VERT ORDER  -  FIRST     CLASS I
 BJ1751
 BJ1751.The horizontal coordinates were scaled from a topographic map and have
 BJ1751.an estimated accuracy of +/- 6 seconds.
 BJ1751
 BJ1751.The orthometric height was determined by differential leveling
 BJ1751.and adjusted by the National Geodetic Survey in February 1994..
 BJ1751
 BJ1751.The geoid height was determined by GEOID03.
 BJ1751
 BJ1751.The dynamic height is computed by dividing the NAVD 88
 BJ1751.geopotential number by the normal gravity value computed on the
 BJ1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1751.degrees latitude (g = 980.6199 gals.).
 BJ1751
 BJ1751.The modeled gravity was interpolated from observed gravity values.
 BJ1751
 BJ1751;                    North         East    Units  Estimated Accuracy
 BJ1751;SPC LA S     -   245,410.    1,079,030.      MT  (+/- 180 meters Scaled)
 BJ1751
 BJ1751                          SUPERSEDED SURVEY CONTROL
 BJ1751
 BJ1751  NAVD 88 (06/15/91)   33.600  (m)          110.24   (f) UNKNOWN     1 1
 BJ1751  NGVD 29 (??/??/??)   33.582  (m)          110.18   (f) ADJUSTED    1 1
 BJ1751
 BJ1751.Superseded values are not recommended for survey control.
 BJ1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1751.See file dsdata.txt to determine how the superseded data were derived.
 BJ1751
 BJ1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ386002(NAD 83)
 BJ1751_MARKER: DB = BENCH MARK DISK
 BJ1751_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1751_SP_SET: FOOTING
 BJ1751_STAMPING: A 197 1964
 BJ1751_MARK LOGO: CGS   
 BJ1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1751+STABILITY: SURFACE MOTION
 BJ1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1751+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1751
 BJ1751  HISTORY     - Date     Condition        Report By
 BJ1751  HISTORY     - 1964     MONUMENTED       CGS
 BJ1751  HISTORY     - 1969     GOOD             CGS
 BJ1751  HISTORY     - 19920611 GOOD             NGS
 BJ1751
 BJ1751                          STATION DESCRIPTION
 BJ1751
 BJ1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1751'1.0 MI S FROM AMITE.
 BJ1751'ABOUT 1.0 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1751'STATION AT AMITE, 0.2 MILE SOUTH OF THE CROSSING OF FACTORY STREET,
 BJ1751'0.5 MILE SOUTH OF MILEPOST 844, SET ON THE TOP OF THE SOUTHEAST CORNER
 BJ1751'OF THE FOUNDATION FOR AN ABANDONED SIGNAL BASE, 42.8 FEET NORTHEAST OF
 BJ1751'THE SOUTHEAST CORNER OF THE STEEL FENCE AROUND GULLET GIN COMPANY
 BJ1751'PROPERTY, 27.5 FEET EAST OF THE NORTH-SOUTH FENCE LINE, 5.5 FEET WEST
 BJ1751'OF THE WEST RAIL, 69 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE
 BJ1751'8TH TELEGRAPH POLE SOUTH OF THE CROSSING OF FACTORY STREET, 1/2 FOOT
 BJ1751'BELOW THE LEVEL OF THE TRACK.
 BJ1751
 BJ1751                          STATION RECOVERY (1992)
 BJ1751
 BJ1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1751'0.2 KM (0.10 MI) WESTERLY ALONG MULBERRY STREET FROM THE POST OFFICE
 BJ1751'IN AMITE, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 51,
 BJ1751'THENCE 0.2 KM (0.10 MI) EASTERLY ALONG EAST FACTORY STREET, THENCE
 BJ1751'0.3 KM (0.20 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD, NEAR
 BJ1751'THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL
 BJ1751'(SIGNAL REMOVED), 130.0 M (426.5 FT) SOUTH OF A SWITCH STAND, 13.1 M
 BJ1751'(43.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE
 BJ1751'ENCLOSING A JUNK YARD, 8.4 M (27.6 FT) EAST OF THE FENCE, 6.0 M
 BJ1751'(19.7 FT) WEST OF THE NEAR RAIL, 0.7 M (2.3 FT) EAST OF A WITNESS
 BJ1751'POST, AND THE FOOTING IS 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1006 ***********************************************************************
 BJ1006  DESIGNATION -  A 198
 BJ1006  PID         -  BJ1006
 BJ1006  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1006  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1006
 BJ1006                         *CURRENT SURVEY CONTROL
 BJ1006  ___________________________________________________________________
 BJ1006* NAD 83(1986)-  30 20 35.     (N)    091 08 43.     (W)     SCALED    
 BJ1006* NAVD 88     -         8.049  (meters)      26.41   (feet)  ADJUSTED  
 BJ1006  ___________________________________________________________________
 BJ1006  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ1006  DYNAMIC HT  -           8.038 (meters)      26.37  (feet)  COMP
 BJ1006  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 BJ1006
 BJ1006  VERT ORDER  -  FIRST     CLASS I
 BJ1006
 BJ1006.The horizontal coordinates were scaled from a topographic map and have
 BJ1006.an estimated accuracy of +/- 6 seconds.
 BJ1006
 BJ1006.The orthometric height was determined by differential leveling
 BJ1006.and adjusted by the National Geodetic Survey in February 1994..
 BJ1006
 BJ1006.The geoid height was determined by GEOID03.
 BJ1006
 BJ1006.The dynamic height is computed by dividing the NAVD 88
 BJ1006.geopotential number by the normal gravity value computed on the
 BJ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1006.degrees latitude (g = 980.6199 gals.).
 BJ1006
 BJ1006.The modeled gravity was interpolated from observed gravity values.
 BJ1006
 BJ1006;                    North         East    Units  Estimated Accuracy
 BJ1006;SPC LA S     -   204,310.    1,018,080.      MT  (+/- 180 meters Scaled)
 BJ1006
 BJ1006                          SUPERSEDED SURVEY CONTROL
 BJ1006
 BJ1006  NGVD 29 (??/??/??)    8.093  (m)           26.55   (f) ADJUSTED    1 1
 BJ1006
 BJ1006.Superseded values are not recommended for survey control.
 BJ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1006.See file dsdata.txt to determine how the superseded data were derived.
 BJ1006
 BJ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP782582(NAD 83)
 BJ1006_MARKER: DB = BENCH MARK DISK
 BJ1006_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1006_SP_SET: COPPER-CLAD STEEL ROD
 BJ1006_STAMPING: A 198 1964
 BJ1006_MARK LOGO: CGS   
 BJ1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1006
 BJ1006  HISTORY     - Date     Condition        Report By
 BJ1006  HISTORY     - 1964     MONUMENTED       CGS
 BJ1006  HISTORY     - 1969     GOOD             LADTD
 BJ1006  HISTORY     - 1976     GOOD             NGS
 BJ1006  HISTORY     - 1986     GOOD             NGS
 BJ1006
 BJ1006                          STATION DESCRIPTION
 BJ1006
 BJ1006'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ1006'IN BURTVILLE.
 BJ1006'IN BURTVILLE AT THE JUNCTION OF NEW STATE HIGHWAY 30 AND STATE HIGHWAY
 BJ1006'327, ABOUT 0.25 MILE SOUTHWEST OF THE INTERSECTION OF THE ILLINOIS
 BJ1006'CENTRAL RAILROAD AND STATE HIGHWAY 30, AT THE SOUTHEAST CORNER OF A
 BJ1006'SMALL PASTURE.  IT IS 158 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 BJ1006'OF HIGHWAY, 34 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 327,
 BJ1006'1.5 FEET NORTHEAST OF A POWER LINE POLE, 42 FEET SOUTH OF A 36 INCH
 BJ1006'PECAN TREE, 79.5 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 BJ1006'BUILDING, 8 FEET NORTHEAST OF A METAL WITNESS POST, 0.5 FOOT ABOVE THE
 BJ1006'LEVEL OF THE HIGHWAY.  DISK SET ON THE TOP OF A COPPER COATED STEEL
 BJ1006'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH TILE WHICH IS
 BJ1006'FLUSH WITH THE GROUND.  THE ROD DRIVEN TO A DEPTH OF 80 FEET.
 BJ1006
 BJ1006                          STATION RECOVERY (1976)
 BJ1006
 BJ1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1006'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1006'STATE HIGHWAY 30 AT BURTVILLE, 35 MILE SOUTHWEST OF THE INTERSECTION
 BJ1006'OF THE ILLINOIS CENTRAL RAILROAD AND STATE HIGHWAY 327, AT THE Y
 BJ1006'JUNCTION OF WHERE STATE HIGHWAY 327 BREAKS OFF AND LEADS NORTHWEST AND
 BJ1006'SOUTHEAST, 163 FT NORTHWEST OF THE CENTER LINE OF THE Y JUNCTION, 35
 BJ1006'FT NORTHEAST OF THE CENTER LINE OF THE ROAD, 40 FT NORTHWEST OF A
 BJ1006'FENCE CORNER, 19 FT NORTHWEST OF A POWER POLE WITH GUY WIRE, NOTE LAST
 BJ1006'POLE IN ROW, 5.5 FT SOUTHWEST OF A FENCE LINE, 78.5 FT SOUTHEAST OF
 BJ1006'THE CENTER LINE OF A METAL GATE, 81 FT SOUTH SOUTHWEST OF THE
 BJ1006'SOUTHWEST CORNER OF A SMALL WOODEN HOUSE, SURROUNDED BY 3 WITNESS POST
 BJ1006
 BJ1006                          STATION RECOVERY (1986)
 BJ1006
 BJ1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3202 ***********************************************************************
 CP3202  DESIGNATION -  A 1993
 CP3202  PID         -  CP3202
 CP3202  STATE/COUNTY-  LA/WEST CARROLL
 CP3202  USGS QUAD   -  KILBOURNE (1988)
 CP3202
 CP3202                         *CURRENT SURVEY CONTROL
 CP3202  ___________________________________________________________________
 CP3202* NAD 83(1986)-  32 55 38.     (N)    091 20 59.     (W)     SCALED    
 CP3202* NAVD 88     -        34.529  (meters)     113.28   (feet)  ADJUSTED  
 CP3202  ___________________________________________________________________
 CP3202  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3202  DYNAMIC HT  -          34.491 (meters)     113.16  (feet)  COMP
 CP3202  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 CP3202
 CP3202  VERT ORDER  -  SECOND    CLASS II
 CP3202
 CP3202.The horizontal coordinates were scaled from a topographic map and have
 CP3202.an estimated accuracy of +/- 6 seconds.
 CP3202
 CP3202.The orthometric height was determined by differential leveling
 CP3202.and adjusted by the National Geodetic Survey in June 1991..
 CP3202
 CP3202.The geoid height was determined by GEOID03.
 CP3202
 CP3202.The dynamic height is computed by dividing the NAVD 88
 CP3202.geopotential number by the normal gravity value computed on the
 CP3202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3202.degrees latitude (g = 980.6199 gals.).
 CP3202
 CP3202.The modeled gravity was interpolated from observed gravity values.
 CP3202
 CP3202;                    North         East    Units  Estimated Accuracy
 CP3202;SPC LA N     -   269,710.    1,107,590.      MT  (+/- 180 meters Scaled)
 CP3202
 CP3202                          SUPERSEDED SURVEY CONTROL
 CP3202
 CP3202.No superseded survey control is available for this station.
 CP3202
 CP3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS542444(NAD 83)
 CP3202_MARKER: DD = SURVEY DISK
 CP3202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3202_SP_SET: HEADWALL
 CP3202_STAMPING: A 1993
 CP3202_MARK LOGO: LADTD 
 CP3202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3202+STABILITY: SURFACE MOTION
 CP3202
 CP3202  HISTORY     - Date     Condition        Report By
 CP3202  HISTORY     - UNK      MONUMENTED       LAGS
 CP3202  HISTORY     - 1985     GOOD             LADTD
 CP3202
 CP3202                          STATION DESCRIPTION
 CP3202
 CP3202'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3202'8.8 KM (5.5 MI) NORTH FROM OAK GROVE.
 CP3202'8.8 KM (5.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3202'GROVE TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY SET IN A
 CP3202'THREE CHANNEL CONCRETE HEADWALL, 16.8 METERS (55 FEET) NORTH OF A
 CP3202'TELEPHONE JUNCTION BOX NUMBERED 12W-LPS, 4.9 METERS (16 FEET) WEST OF
 CP3202'THE CENTERLINE OF STATE HIGHWAY 17 AND 4.4 METERS (14.5 FEET) SOUTH
 CP3202'OF THE NORTH END OF A THREE CHANNEL CONCRETE HEADWALL.
 CP3202'THE MARK IS 0.02 METERS  N FROM  SOUTH END OF HEADWALL
 CP3202'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3204 ***********************************************************************
 CP3204  DESIGNATION -  A 1994
 CP3204  PID         -  CP3204
 CP3204  STATE/COUNTY-  LA/WEST CARROLL
 CP3204  USGS QUAD   -  KILBOURNE (1988)
 CP3204
 CP3204                         *CURRENT SURVEY CONTROL
 CP3204  ___________________________________________________________________
 CP3204* NAD 83(1986)-  32 56 26.     (N)    091 20 25.     (W)     SCALED    
 CP3204* NAVD 88     -        34.418  (meters)     112.92   (feet)  ADJUSTED  
 CP3204  ___________________________________________________________________
 CP3204  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP3204  DYNAMIC HT  -          34.381 (meters)     112.80  (feet)  COMP
 CP3204  MODELED GRAV-     979,557.3   (mgal)                       NAVD 88
 CP3204
 CP3204  VERT ORDER  -  SECOND    CLASS II
 CP3204
 CP3204.The horizontal coordinates were scaled from a topographic map and have
 CP3204.an estimated accuracy of +/- 6 seconds.
 CP3204
 CP3204.The orthometric height was determined by differential leveling
 CP3204.and adjusted by the National Geodetic Survey in June 1991..
 CP3204
 CP3204.The geoid height was determined by GEOID03.
 CP3204
 CP3204.The dynamic height is computed by dividing the NAVD 88
 CP3204.geopotential number by the normal gravity value computed on the
 CP3204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3204.degrees latitude (g = 980.6199 gals.).
 CP3204
 CP3204.The modeled gravity was interpolated from observed gravity values.
 CP3204
 CP3204;                    North         East    Units  Estimated Accuracy
 CP3204;SPC LA N     -   271,190.    1,108,460.      MT  (+/- 180 meters Scaled)
 CP3204
 CP3204                          SUPERSEDED SURVEY CONTROL
 CP3204
 CP3204.No superseded survey control is available for this station.
 CP3204
 CP3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS551459(NAD 83)
 CP3204_MARKER: DD = SURVEY DISK
 CP3204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3204_SP_SET: HEADWALL
 CP3204_STAMPING: A 1994
 CP3204_MARK LOGO: LAGS  
 CP3204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3204+STABILITY: SURFACE MOTION
 CP3204
 CP3204  HISTORY     - Date     Condition        Report By
 CP3204  HISTORY     - UNK      MONUMENTED       LAGS
 CP3204  HISTORY     - 1985     GOOD             LADTD
 CP3204
 CP3204                          STATION DESCRIPTION
 CP3204
 CP3204'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3204'10.5 KM (6.5 MI) NORTH FROM OAK GROVE.
 CP3204'10.5 KM (6.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE
 CP3204'IN OAK GROVE TO THE BENCH MARK SET ON THE EAST SIDE OF STATE HIGHWAY
 CP3204'17 IN A CONCRETE HEADWALL, 18 METERS (59 FEET) SOUTH-SOUTHWEST OF A
 CP3204'GRAVEL DRIVE, 5 METERS (16.5 FEET) SOUTHEAST OF THE CENTERLINE OF
 CP3204'STATE HIGHWAY 17 AND 1.2 METERS (4 FEET) SOUTH OF THE NORTH END OF
 CP3204'THE HEADWALL.
 CP3204'THE MARK IS 0.02 METERS  N FROM  SOUTH END OF HEADWALL
 CP3204'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3205 ***********************************************************************
 CP3205  DESIGNATION -  A 1995
 CP3205  PID         -  CP3205
 CP3205  STATE/COUNTY-  LA/WEST CARROLL
 CP3205  USGS QUAD   -  KILBOURNE (1988)
 CP3205
 CP3205                         *CURRENT SURVEY CONTROL
 CP3205  ___________________________________________________________________
 CP3205* NAD 83(1986)-  32 56 40.     (N)    091 20 18.     (W)     SCALED    
 CP3205* NAVD 88     -        34.196  (meters)     112.19   (feet)  ADJUSTED  
 CP3205  ___________________________________________________________________
 CP3205  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3205  DYNAMIC HT  -          34.159 (meters)     112.07  (feet)  COMP
 CP3205  MODELED GRAV-     979,557.6   (mgal)                       NAVD 88
 CP3205
 CP3205  VERT ORDER  -  SECOND    CLASS II
 CP3205
 CP3205.The horizontal coordinates were scaled from a topographic map and have
 CP3205.an estimated accuracy of +/- 6 seconds.
 CP3205
 CP3205.The orthometric height was determined by differential leveling
 CP3205.and adjusted by the National Geodetic Survey in June 1991..
 CP3205
 CP3205.The geoid height was determined by GEOID03.
 CP3205
 CP3205.The dynamic height is computed by dividing the NAVD 88
 CP3205.geopotential number by the normal gravity value computed on the
 CP3205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3205.degrees latitude (g = 980.6199 gals.).
 CP3205
 CP3205.The modeled gravity was interpolated from observed gravity values.
 CP3205
 CP3205;                    North         East    Units  Estimated Accuracy
 CP3205;SPC LA N     -   271,630.    1,108,640.      MT  (+/- 180 meters Scaled)
 CP3205
 CP3205                          SUPERSEDED SURVEY CONTROL
 CP3205
 CP3205.No superseded survey control is available for this station.
 CP3205
 CP3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS553463(NAD 83)
 CP3205_MARKER: DD = SURVEY DISK
 CP3205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3205_SP_SET: HEADWALL
 CP3205_STAMPING: A 1995
 CP3205_MARK LOGO: LAGS  
 CP3205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3205+STABILITY: SURFACE MOTION
 CP3205
 CP3205  HISTORY     - Date     Condition        Report By
 CP3205  HISTORY     - UNK      MONUMENTED       LAGS
 CP3205  HISTORY     - 1985     GOOD             LADTD
 CP3205
 CP3205                          STATION DESCRIPTION
 CP3205
 CP3205'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3205'11 KM (6.8 MI) NORTH FROM OAK GROVE.
 CP3205'11 KM (6.8 MI) NORTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3205'GROVE TO THE BENCH MARK ON THE WEST SIDE OF STATE HIGHWAY 17 SET IN A
 CP3205'CONCRETE HEADWALL, 5.2 METERS (17 FEET) WEST OF THE CENTERLINE OF
 CP3205'STATE HIGHWAY 17 AND 1.2 METERS (4 FEET) SOUTH OF THE NORTH END OF
 CP3205'THE HEADWALL.
 CP3205'THE MARK IS 0.02 METERS  N FROM  SOUTH END OF HEADWALL
 CP3205'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3207 ***********************************************************************
 CP3207  DESIGNATION -  A 1997
 CP3207  PID         -  CP3207
 CP3207  STATE/COUNTY-  LA/WEST CARROLL
 CP3207  USGS QUAD   -  KILBOURNE (1988)
 CP3207
 CP3207                         *CURRENT SURVEY CONTROL
 CP3207  ___________________________________________________________________
 CP3207* NAD 83(1986)-  32 57 32.     (N)    091 19 56.     (W)     SCALED    
 CP3207* NAVD 88     -        35.306  (meters)     115.83   (feet)  ADJUSTED  
 CP3207  ___________________________________________________________________
 CP3207  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3207  DYNAMIC HT  -          35.268 (meters)     115.71  (feet)  COMP
 CP3207  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 CP3207
 CP3207  VERT ORDER  -  SECOND    CLASS II
 CP3207
 CP3207.The horizontal coordinates were scaled from a topographic map and have
 CP3207.an estimated accuracy of +/- 6 seconds.
 CP3207
 CP3207.The orthometric height was determined by differential leveling
 CP3207.and adjusted by the National Geodetic Survey in June 1991..
 CP3207
 CP3207.The geoid height was determined by GEOID03.
 CP3207
 CP3207.The dynamic height is computed by dividing the NAVD 88
 CP3207.geopotential number by the normal gravity value computed on the
 CP3207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3207.degrees latitude (g = 980.6199 gals.).
 CP3207
 CP3207.The modeled gravity was interpolated from observed gravity values.
 CP3207
 CP3207;                    North         East    Units  Estimated Accuracy
 CP3207;SPC LA N     -   273,230.    1,109,190.      MT  (+/- 180 meters Scaled)
 CP3207
 CP3207                          SUPERSEDED SURVEY CONTROL
 CP3207
 CP3207.No superseded survey control is available for this station.
 CP3207
 CP3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS558479(NAD 83)
 CP3207_MARKER: DD = SURVEY DISK
 CP3207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3207_SP_SET: HEADWALL
 CP3207_STAMPING: A 1997
 CP3207_MARK LOGO: LAGS  
 CP3207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3207+STABILITY: SURFACE MOTION
 CP3207
 CP3207  HISTORY     - Date     Condition        Report By
 CP3207  HISTORY     - UNK      MONUMENTED       LAGS
 CP3207  HISTORY     - 1985     GOOD             LADTD
 CP3207
 CP3207                          STATION DESCRIPTION
 CP3207
 CP3207'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3207'12.7 KM (7.9 MI) NORTH FROM OAK GROVE.
 CP3207'12.7 KM (7.9 MI) NORTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE
 CP3207'IN OAK GROVE TO THE BENCH MARK SET ON THE WEST SIDE OF THE HIGHWAY IN
 CP3207'A THREE CHANNEL CONCRETE HEADWALL, 5.3 METERS (17 FEET) WEST OF THE
 CP3207'CENTERLINE OF STATE HIGHWAY 17 AND 4.6 METERS (15 FEET) SOUTH OF THE
 CP3207'NORTH END OF THE HEADWALL.
 CP3207'THE MARK IS 0.02 METERS  S FROM  NORTH END OF HEADWALL
 CP3207'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3210 ***********************************************************************
 CP3210  DESIGNATION -  A 1999
 CP3210  PID         -  CP3210
 CP3210  STATE/COUNTY-  LA/WEST CARROLL
 CP3210  USGS QUAD   -  KILBOURNE (1988)
 CP3210
 CP3210                         *CURRENT SURVEY CONTROL
 CP3210  ___________________________________________________________________
 CP3210* NAD 83(1986)-  32 58 04.     (N)    091 19 40.     (W)     SCALED    
 CP3210* NAVD 88     -        34.891  (meters)     114.47   (feet)  ADJUSTED  
 CP3210  ___________________________________________________________________
 CP3210  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3210  DYNAMIC HT  -          34.853 (meters)     114.35  (feet)  COMP
 CP3210  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 CP3210
 CP3210  VERT ORDER  -  SECOND    CLASS II
 CP3210
 CP3210.The horizontal coordinates were scaled from a topographic map and have
 CP3210.an estimated accuracy of +/- 6 seconds.
 CP3210
 CP3210.The orthometric height was determined by differential leveling
 CP3210.and adjusted by the National Geodetic Survey in June 1991..
 CP3210
 CP3210.The geoid height was determined by GEOID03.
 CP3210
 CP3210.The dynamic height is computed by dividing the NAVD 88
 CP3210.geopotential number by the normal gravity value computed on the
 CP3210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3210.degrees latitude (g = 980.6199 gals.).
 CP3210
 CP3210.The modeled gravity was interpolated from observed gravity values.
 CP3210
 CP3210;                    North         East    Units  Estimated Accuracy
 CP3210;SPC LA N     -   274,230.    1,109,600.      MT  (+/- 180 meters Scaled)
 CP3210
 CP3210                          SUPERSEDED SURVEY CONTROL
 CP3210
 CP3210.No superseded survey control is available for this station.
 CP3210
 CP3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS562489(NAD 83)
 CP3210_MARKER: DD = SURVEY DISK
 CP3210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3210_SP_SET: HEADWALL
 CP3210_STAMPING: A 1999
 CP3210_MARK LOGO: LAGS  
 CP3210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3210+STABILITY: SURFACE MOTION
 CP3210
 CP3210  HISTORY     - Date     Condition        Report By
 CP3210  HISTORY     - UNK      MONUMENTED       LAGS
 CP3210  HISTORY     - 1985     GOOD             LADTD
 CP3210
 CP3210                          STATION DESCRIPTION
 CP3210
 CP3210'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3210'14.1 KM (8.7 MI) NORTH FROM OAK GROVE.
 CP3210'14.1 KM (8.7 MI) NORTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3210'GROVE TO THE BENCH MARK ON THE EAST SIDE OF THE HIGHWAY SET IN A
 CP3210'CONCRETE HEADWALL, 18.4 METERS (60.5 FEET) NORTH-NORTHWEST OF A POWER
 CP3210'POLE, 6.1 METERS (20 FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY 17
 CP3210'AND 1.2 METERS (4 FEET) SOUTH OF THE NORTH END OF THE HEADWALL.
 CP3210'THE MARK IS 0.31 METERS  N FROM  SOUTH END OF HEADWALL
 CP3210'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0746 ***********************************************************************
 DL0746  DESIGNATION -  A 20 6 BOLT
 DL0746  PID         -  DL0746
 DL0746  STATE/COUNTY-  LA/CADDO
 DL0746  USGS QUAD   -  DODDRIDGE SE (1975)
 DL0746
 DL0746                         *CURRENT SURVEY CONTROL
 DL0746  ___________________________________________________________________
 DL0746* NAD 83(1986)-  33 00 18.     (N)    093 47 52.     (W)     SCALED    
 DL0746* NAVD 88     -        60.48   (+/-2cm)     198.4    (feet)  VERTCON   
 DL0746  ___________________________________________________________________
 DL0746  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DL0746
 DL0746  VERT ORDER  -  ? (See Below)
 DL0746
 DL0746.The horizontal coordinates were scaled from a topographic map and have
 DL0746.an estimated accuracy of +/- 6 seconds.
 DL0746
 DL0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL0746.The vertical order pertains to the NGVD 29 superseded value.
 DL0746
 DL0746.The geoid height was determined by GEOID03.
 DL0746
 DL0746;                    North         East    Units  Estimated Accuracy
 DL0746;SPC LA N     -   278,490.      878,720.      MT  (+/- 180 meters Scaled)
 DL0746
 DL0746                          SUPERSEDED SURVEY CONTROL
 DL0746
 DL0746  NGVD 29 (??/??/92)   60.531  (m)          198.59   (f) ADJ UNCH    ?  
 DL0746
 DL0746.Superseded values are not recommended for survey control.
 DL0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0746.See file dsdata.txt to determine how the superseded data were derived.
 DL0746
 DL0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS254521(NAD 83)
 DL0746_MARKER: B = BOLT
 DL0746_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0746_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DL0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0746
 DL0746  HISTORY     - Date     Condition        Report By
 DL0746  HISTORY     - UNK      MONUMENTED       USE
 DL0746  HISTORY     - 1935     GOOD             NGS
 DL0746
 DL0746                          STATION DESCRIPTION
 DL0746
 DL0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DL0746'3.6 MI NW FROM WARDVIEW.
 DL0746'IN CADDO PARISH, ABOUT 3.6 MILES NORTHWEST ALONG THE MISSIONARY
 DL0746'FERRY-WARDVIEW ROAD FROM WARDVIEW, BOSSIER PARISH, IN SEC 10, T 23 N,
 DL0746'R 14 W, ABOUT 880 FEET EAST OF THE JOHN NEALY RESIDENCE, AND NORTH OF
 DL0746'THE ROAD.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 DL0746'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A C OF E,
 DL0746'US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3211 ***********************************************************************
 CP3211  DESIGNATION -  A 2000
 CP3211  PID         -  CP3211
 CP3211  STATE/COUNTY-  LA/WEST CARROLL
 CP3211  USGS QUAD   -  KILBOURNE (1988)
 CP3211
 CP3211                         *CURRENT SURVEY CONTROL
 CP3211  ___________________________________________________________________
 CP3211* NAD 83(1986)-  32 58 38.     (N)    091 19 30.     (W)     SCALED    
 CP3211* NAVD 88     -        34.760  (meters)     114.04   (feet)  ADJUSTED  
 CP3211  ___________________________________________________________________
 CP3211  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3211  DYNAMIC HT  -          34.722 (meters)     113.92  (feet)  COMP
 CP3211  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 CP3211
 CP3211  VERT ORDER  -  SECOND    CLASS II
 CP3211
 CP3211.The horizontal coordinates were scaled from a topographic map and have
 CP3211.an estimated accuracy of +/- 6 seconds.
 CP3211
 CP3211.The orthometric height was determined by differential leveling
 CP3211.and adjusted by the National Geodetic Survey in June 1991..
 CP3211
 CP3211.The geoid height was determined by GEOID03.
 CP3211
 CP3211.The dynamic height is computed by dividing the NAVD 88
 CP3211.geopotential number by the normal gravity value computed on the
 CP3211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3211.degrees latitude (g = 980.6199 gals.).
 CP3211
 CP3211.The modeled gravity was interpolated from observed gravity values.
 CP3211
 CP3211;                    North         East    Units  Estimated Accuracy
 CP3211;SPC LA N     -   275,280.    1,109,840.      MT  (+/- 180 meters Scaled)
 CP3211
 CP3211                          SUPERSEDED SURVEY CONTROL
 CP3211
 CP3211.No superseded survey control is available for this station.
 CP3211
 CP3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS565500(NAD 83)
 CP3211_MARKER: DD = SURVEY DISK
 CP3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3211_SP_SET: CONCRETE POST
 CP3211_STAMPING: A 2000
 CP3211_MARK LOGO: LAGS  
 CP3211_PROJECTION: PROJECTING 31 CENTIMETERS
 CP3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3211+STABILITY: SURFACE MOTION
 CP3211
 CP3211  HISTORY     - Date     Condition        Report By
 CP3211  HISTORY     - UNK      MONUMENTED       LAGS
 CP3211  HISTORY     - 1985     GOOD             LADTD
 CP3211
 CP3211                          STATION DESCRIPTION
 CP3211
 CP3211'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3211'15.2 KM (9.4 MI) NORTH FROM OAK GROVE.
 CP3211'15.2 KM (9.4 MI) NORTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3211'GROVE TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY WEST OF THE
 CP3211'JUNCTION OF STATE HIGHWAYS 17 AND 880, 17.7 METERS (58 FEET) EAST OF
 CP3211'A GRAVEL DRIVE LEADING TO THE RESIDENCE OF JOHN FOWLER, 16.6 METERS
 CP3211'(54.5 FEET) SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBERED 25W, 13.4
 CP3211'METERS (44 FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 11.6
 CP3211'METERS (38 FEET) NORTH OF A GRAVEL ROAD LEADING WEST.
 CP3211'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2320 ***********************************************************************
 BJ2320  DESIGNATION -  A 202
 BJ2320  PID         -  BJ2320
 BJ2320  STATE/COUNTY-  LA/ST MARTIN
 BJ2320  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2320
 BJ2320                         *CURRENT SURVEY CONTROL
 BJ2320  ___________________________________________________________________
 BJ2320* NAD 83(1986)-  30 28 14.     (N)    091 44 09.     (W)     SCALED    
 BJ2320* NAVD 88     -         7.47   (+/-2cm)      24.5    (feet)  VERTCON   
 BJ2320  ___________________________________________________________________
 BJ2320  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2320
 BJ2320  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2320
 BJ2320.The horizontal coordinates were scaled from a topographic map and have
 BJ2320.an estimated accuracy of +/- 6 seconds.
 BJ2320
 BJ2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2320.The vertical order pertains to the NGVD 29 superseded value.
 BJ2320
 BJ2320.The geoid height was determined by GEOID03.
 BJ2320
 BJ2320;                    North         East    Units  Estimated Accuracy
 BJ2320;SPC LA S     -   218,500.      961,350.      MT  (+/- 180 meters Scaled)
 BJ2320
 BJ2320                          SUPERSEDED SURVEY CONTROL
 BJ2320
 BJ2320  NGVD 29 (??/??/??)    7.482  (m)           24.55   (f) ADJUSTED    1 2
 BJ2320
 BJ2320.Superseded values are not recommended for survey control.
 BJ2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2320.See file dsdata.txt to determine how the superseded data were derived.
 BJ2320
 BJ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP213716(NAD 83)
 BJ2320_MARKER: DB = BENCH MARK DISK
 BJ2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2320_STAMPING: A 202 1964
 BJ2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2320+STABILITY: SURFACE MOTION
 BJ2320
 BJ2320  HISTORY     - Date     Condition        Report By
 BJ2320  HISTORY     - 1964     MONUMENTED       CGS
 BJ2320  HISTORY     - 1965     GOOD             CGS
 BJ2320
 BJ2320                          STATION DESCRIPTION
 BJ2320
 BJ2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2320'7.9 MI S FROM KROTZ SPRINGS.
 BJ2320'1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BJ2320'KROTZ SPRINGS, THENCE 6.8 MILES SOUTH ALONG STATE ROAD 975, ABOUT 200
 BJ2320'FEET NORTH OF A CURVE IN A LEVEE, 48 FEET EAST OF THE CENTER LINE OF
 BJ2320'THE ROAD, 34 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD LEADING
 BJ2320'EAST INTO A WOODS, 20 FEET WEST OF THE WEST END OF A WIRE FENCE, IN
 BJ2320'LINE WITH THE FENCE, 2.0 FEET EAST OF A CREOSOTED WITNESS POST, ABOUT
 BJ2320'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BJ2320'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0113 ***********************************************************************
 BJ0113  DESIGNATION -  A 204
 BJ0113  PID         -  BJ0113
 BJ0113  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0113  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0113
 BJ0113                         *CURRENT SURVEY CONTROL
 BJ0113  ___________________________________________________________________
 BJ0113* NAD 83(1986)-  30 27 50.     (N)    091 12 12.     (W)     SCALED    
 BJ0113* NAVD 88     -         7.970  (meters)      26.15   (feet)  ADJUSTED  
 BJ0113  ___________________________________________________________________
 BJ0113  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0113  DYNAMIC HT  -           7.959 (meters)      26.11  (feet)  COMP
 BJ0113  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 BJ0113
 BJ0113  VERT ORDER  -  FIRST     CLASS I
 BJ0113
 BJ0113.The horizontal coordinates were scaled from a topographic map and have
 BJ0113.an estimated accuracy of +/- 6 seconds.
 BJ0113
 BJ0113.The orthometric height was determined by differential leveling
 BJ0113.and adjusted by the National Geodetic Survey in February 1994..
 BJ0113
 BJ0113.The geoid height was determined by GEOID03.
 BJ0113
 BJ0113.The dynamic height is computed by dividing the NAVD 88
 BJ0113.geopotential number by the normal gravity value computed on the
 BJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0113.degrees latitude (g = 980.6199 gals.).
 BJ0113
 BJ0113.The modeled gravity was interpolated from observed gravity values.
 BJ0113
 BJ0113;                    North         East    Units  Estimated Accuracy
 BJ0113;SPC LA S     -   217,700.    1,012,480.      MT  (+/- 180 meters Scaled)
 BJ0113
 BJ0113                          SUPERSEDED SURVEY CONTROL
 BJ0113
 BJ0113  NAVD 88 (06/15/91)    7.991  (m)           26.22   (f) UNKNOWN     1 1
 BJ0113  NGVD 29 (??/??/??)    7.957  (m)           26.11   (f) ADJUSTED    1 1
 BJ0113
 BJ0113.Superseded values are not recommended for survey control.
 BJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0113.See file dsdata.txt to determine how the superseded data were derived.
 BJ0113
 BJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP724715(NAD 83)
 BJ0113_MARKER: DB = BENCH MARK DISK
 BJ0113_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0113_SP_SET: COPPER-CLAD STEEL ROD
 BJ0113_STAMPING: A 204 1964
 BJ0113_MARK LOGO: CGS   
 BJ0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0113
 BJ0113  HISTORY     - Date     Condition        Report By
 BJ0113  HISTORY     - 1964     MONUMENTED       CGS
 BJ0113  HISTORY     - 1965     GOOD             CGS
 BJ0113  HISTORY     - 1976     GOOD             NGS
 BJ0113  HISTORY     - 1986     GOOD             NGS
 BJ0113
 BJ0113                          STATION DESCRIPTION
 BJ0113
 BJ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0113'0.8 MI N FROM PORT ALLEN.
 BJ0113'ABOUT 0.8 MILE NORTH ALONG THE TOP OF THE LEVEE FROM THE FERRY LANDING
 BJ0113'AT PORT ALLEN, 151 FEET WEST OF THE CENTER LINE OF THE LEVEE, 101 FEET
 BJ0113'EAST OF THE CENTER LINE OF STATE HIGHWAY 986, 27 FEET NORTH OF THE
 BJ0113'EXTENDED CENTER LINE OF ROSEDALE AVENUE, 39 FEET SOUTHEAST OF A STEEL
 BJ0113'WATER TANK, 4 1/2 FEET EAST OF A POWER POLE, 1 1/2 FEET NORTH OF A
 BJ0113'FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BJ0113'ROAD, ABOUT 15 FEET BELOW THE LEVEL OF THE LEVEE, AND ON THE TOP OF A
 BJ0113'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS
 BJ0113'ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 BJ0113
 BJ0113                          STATION RECOVERY (1965)
 BJ0113
 BJ0113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0113'RECOVERED IN GOOD CONDITION.
 BJ0113
 BJ0113                          STATION RECOVERY (1976)
 BJ0113
 BJ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0113'AT THE JUNCTION OF STATE HIGHWAY 986(ROSEDALE ROAD) AND THIRD
 BJ0113'STREET AT PORT ALLEN, 151 FT WEST OF THE WEST LEVEE ROAD OF THE
 BJ0113'MISSISSIPPI RIVER, 101 FT SOUTHEAST OF THE CENTER LINE OF THE
 BJ0113'HIGHWAY LEADING NORTH, 21 FT EAST OF THE EXTENDED CENTER LINE
 BJ0113'OF THIRD STREET LEADING SOUTH, 56.5 FT NORTHEAST OF A POWER LINE
 BJ0113'POLE 8 WITH GUY WIRES, 27 FT NORTH OF THE EXTENDED CENTER LINE OF
 BJ0113'ROSEDALE ROAD LEADING WEST.
 BJ0113
 BJ0113                          STATION RECOVERY (1986)
 BJ0113
 BJ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0748 ***********************************************************************
 BJ0748  DESIGNATION -  A 205
 BJ0748  PID         -  BJ0748
 BJ0748  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0748  USGS QUAD   -  FORDOCHE (1969)
 BJ0748
 BJ0748                         *CURRENT SURVEY CONTROL
 BJ0748  ___________________________________________________________________
 BJ0748* NAD 83(1986)-  30 33 17.     (N)    091 33 05.     (W)     SCALED    
 BJ0748* NAVD 88     -         7.872  (meters)      25.83   (feet)  READJUSTED
 BJ0748  ___________________________________________________________________
 BJ0748  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ0748  DYNAMIC HT  -           7.860 (meters)      25.79  (feet)  COMP
 BJ0748  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ0748
 BJ0748  VERT ORDER  -  ?
 BJ0748
 BJ0748.The horizontal coordinates were scaled from a topographic map and have
 BJ0748.an estimated accuracy of +/- 6 seconds.
 BJ0748
 BJ0748.The orthometric height was determined by differential leveling
 BJ0748.and adjusted by the National Geodetic Survey in June 1991..
 BJ0748.The height was derived from older observations constrained to new
 BJ0748.heights in a crustal motion area.  The height is approximate in
 BJ0748.relation to other heights in its vicinity.
 BJ0748
 BJ0748.The geoid height was determined by GEOID03.
 BJ0748
 BJ0748.The dynamic height is computed by dividing the NAVD 88
 BJ0748.geopotential number by the normal gravity value computed on the
 BJ0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0748.degrees latitude (g = 980.6199 gals.).
 BJ0748
 BJ0748.The modeled gravity was interpolated from observed gravity values.
 BJ0748
 BJ0748;                    North         East    Units  Estimated Accuracy
 BJ0748;SPC LA S     -   227,780.      979,080.      MT  (+/- 180 meters Scaled)
 BJ0748
 BJ0748                          SUPERSEDED SURVEY CONTROL
 BJ0748
 BJ0748  NGVD 29 (??/??/??)    7.834  (m)           25.70   (f) ADJUSTED    1 1
 BJ0748
 BJ0748.Superseded values are not recommended for survey control.
 BJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0748.See file dsdata.txt to determine how the superseded data were derived.
 BJ0748
 BJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP389811(NAD 83)
 BJ0748_MARKER: DB = BENCH MARK DISK
 BJ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0748_STAMPING: A 205 1964
 BJ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0748+STABILITY: SURFACE MOTION
 BJ0748
 BJ0748  HISTORY     - Date     Condition        Report By
 BJ0748  HISTORY     - 1964     MONUMENTED       CGS
 BJ0748  HISTORY     - 1976     GOOD             NGS
 BJ0748  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0748
 BJ0748                          STATION DESCRIPTION
 BJ0748
 BJ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0748'0.4 MI E FROM LIVONIA.
 BJ0748'ABOUT 0.4 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE EAST
 BJ0748'END OF THE RAILROAD TRESTLE OVER BAYOU GROSSE TETE AT LIVONIA, 275
 BJ0748'FEET NORTH ACROSS U.S. HIGHWAY 190 FROM THE NORTH RAIL, 109 FEET NORTH
 BJ0748'OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF THE HIGHWAY, 20 FEET
 BJ0748'EAST OF THE CENTER LINE OF A PRIVATE GRAVELED ROAD LEADING NORTH, 12
 BJ0748'FEET EAST OF THE EAST END OF A CATTLE GUARD, 1 FOOT SOUTH OF A FENCE,
 BJ0748'1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 BJ0748'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BJ0748'INCHES.
 BJ0748
 BJ0748                          STATION RECOVERY (1976)
 BJ0748
 BJ0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0748'0.4 MILE EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0748'HIGHWAY 77, AT THE JUNCTION OF A PRIVATE GRAVELED ROAD LEADING NORTH,
 BJ0748'109 FT. NORTH OF THE CENTER LINE OF THE NORTH HIGHWAY LANES, 20 FT.
 BJ0748'EAST OF THE CENTER LINE OF THE ROAD, 12 FT. EAST OF THE EAST END OF
 BJ0748'A STEEL RAIL CATTLEGUARD, 1.0 FT. SOUTH OF A FENCE.
 BJ0748
 BJ0748                          STATION RECOVERY (1986)
 BJ0748
 BJ0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0748'NOT RECOVERED, MARK ASSUMED DESTROYED BY NEW CONSTRUCTION AT MARK
 BJ0748'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2770 ***********************************************************************
 BJ2770  DESIGNATION -  A 206
 BJ2770  PID         -  BJ2770
 BJ2770  STATE/COUNTY-  LA/ST LANDRY
 BJ2770  USGS QUAD   -  PORT BARRE (1994)
 BJ2770
 BJ2770                         *CURRENT SURVEY CONTROL
 BJ2770  ___________________________________________________________________
 BJ2770* NAD 83(1986)-  30 32 43.     (N)    091 57 14.     (W)     SCALED    
 BJ2770* NAVD 88     -         7.82   (+/-2cm)      25.7    (feet)  VERTCON   
 BJ2770  ___________________________________________________________________
 BJ2770  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2770
 BJ2770  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2770
 BJ2770.The horizontal coordinates were scaled from a topographic map and have
 BJ2770.an estimated accuracy of +/- 6 seconds.
 BJ2770
 BJ2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2770.The vertical order pertains to the NGVD 29 superseded value.
 BJ2770
 BJ2770.The geoid height was determined by GEOID03.
 BJ2770
 BJ2770;                    North         East    Units  Estimated Accuracy
 BJ2770;SPC LA S     -   226,870.      940,460.      MT  (+/- 180 meters Scaled)
 BJ2770
 BJ2770                          SUPERSEDED SURVEY CONTROL
 BJ2770
 BJ2770  NGVD 29 (??/??/??)    7.798  (m)           25.58   (f) ADJUSTED    1 2
 BJ2770
 BJ2770.Superseded values are not recommended for survey control.
 BJ2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2770.See file dsdata.txt to determine how the superseded data were derived.
 BJ2770
 BJ2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP003796(NAD 83)
 BJ2770_MARKER: DB = BENCH MARK DISK
 BJ2770_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2770_SP_SET: 72 FEET
 BJ2770_STAMPING: A - 206 1964
 BJ2770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2770
 BJ2770  HISTORY     - Date     Condition        Report By
 BJ2770  HISTORY     - 1964     MONUMENTED       CGS
 BJ2770  HISTORY     - 1973     GOOD             LADTD
 BJ2770  HISTORY     - 1975     GOOD             LADTD
 BJ2770
 BJ2770                          STATION DESCRIPTION
 BJ2770
 BJ2770'DESCRIBED BY LA TRANSP AND DEV 1973
 BJ2770'0.6 MI E FROM PORT BARRE.
 BJ2770'FROM THE MISSOURI PACIFIC R.R. STATION IN PORT BARRE, THENCE ABOUT 0.6
 BJ2770'MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION OF
 BJ2770'PORT BARRE, 2 POLES WEST OF MILE POST 598-10, NEAR THE NORTHEAST POINT
 BJ2770'OF THE Y-JUNCTION OF A TRACK LEADING SOUTH, 102 FEET SOUTH OF THE
 BJ2770'SOUTH RAIL OF MAIN TRACK, 73 FEET SOUTHWEST OF A TELEGRAPH POLE, 31
 BJ2770'FEET SOUTHEAST OF THE RAIL SOUTHEAST RAIL OF THE Y, 1.4 FEET EAST OF A
 BJ2770'STEEL WITNESS POST.  DISK ON TOP OF A COPPER COATED STEEL ROD DRIVEN
 BJ2770'72 FEET.  1/4, SEC 4, T 6S, R 5E.
 BJ2770
 BJ2770                          STATION RECOVERY (1975)
 BJ2770
 BJ2770'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0070 ***********************************************************************
 BJ0070  DESIGNATION -  A 207
 BJ0070  PID         -  BJ0070
 BJ0070  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0070  USGS QUAD   -  PORT HUDSON (1994)
 BJ0070
 BJ0070                         *CURRENT SURVEY CONTROL
 BJ0070  ___________________________________________________________________
 BJ0070* NAD 83(1986)-  30 43 34.     (N)    091 21 44.     (W)     SCALED    
 BJ0070* NAVD 88     -        10.922  (meters)      35.83   (feet)  ADJUSTED  
 BJ0070  ___________________________________________________________________
 BJ0070  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0070  DYNAMIC HT  -          10.908 (meters)      35.79  (feet)  COMP
 BJ0070  MODELED GRAV-     979,358.6   (mgal)                       NAVD 88
 BJ0070
 BJ0070  VERT ORDER  -  FIRST     CLASS I
 BJ0070
 BJ0070.The horizontal coordinates were scaled from a topographic map and have
 BJ0070.an estimated accuracy of +/- 6 seconds.
 BJ0070
 BJ0070.The orthometric height was determined by differential leveling
 BJ0070.and adjusted by the National Geodetic Survey in February 1994..
 BJ0070
 BJ0070.The geoid height was determined by GEOID03.
 BJ0070
 BJ0070.The dynamic height is computed by dividing the NAVD 88
 BJ0070.geopotential number by the normal gravity value computed on the
 BJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0070.degrees latitude (g = 980.6199 gals.).
 BJ0070
 BJ0070.The modeled gravity was interpolated from observed gravity values.
 BJ0070
 BJ0070;                    North         East    Units  Estimated Accuracy
 BJ0070;SPC LA S     -   246,760.      997,230.      MT  (+/- 180 meters Scaled)
 BJ0070
 BJ0070                          SUPERSEDED SURVEY CONTROL
 BJ0070
 BJ0070  NAVD 88 (06/15/91)   10.956  (m)           35.94   (f) UNKNOWN     1 1
 BJ0070  NGVD 29 (??/??/??)   10.915  (m)           35.81   (f) ADJUSTED    1 1
 BJ0070
 BJ0070.Superseded values are not recommended for survey control.
 BJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0070.See file dsdata.txt to determine how the superseded data were derived.
 BJ0070
 BJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ568003(NAD 83)
 BJ0070_MARKER: DB = BENCH MARK DISK
 BJ0070_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0070_SP_SET: COPPER-CLAD STEEL ROD
 BJ0070_STAMPING: A 207 1964
 BJ0070_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ0070_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0070_ROD/PIPE-DEPTH: 34.1 meters
 BJ0070
 BJ0070  HISTORY     - Date     Condition        Report By
 BJ0070  HISTORY     - 1964     MONUMENTED       CGS
 BJ0070  HISTORY     - 1976     GOOD             NGS
 BJ0070
 BJ0070                          STATION DESCRIPTION
 BJ0070
 BJ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0070'7.85 MI NE FROM NEW ROADS.
 BJ0070'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0070'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ0070'STATE HIGHWAY 10, THENCE 2.95 MILES SOUTHEAST ALONG STATE ROAD 981,
 BJ0070'ABOUT 0.1 MILE NORTHWEST OF A CATTLE GUARD IN THE ROAD, 84 FEET
 BJ0070'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 185 FEET NORTHWEST OF A
 BJ0070'48-INCH PECAN TREE, 6 FEET NORTHWEST OF A POWER POLE, 1 FOOT NORTHEAST
 BJ0070'OF A FENCE, 1.5 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT 2 1/2
 BJ0070'FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 BJ0070'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 112 FEET AND IS ENCASED
 BJ0070'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES.
 BJ0070
 BJ0070                          STATION RECOVERY (1976)
 BJ0070
 BJ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0070'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0070'HIGHWAY 420 AT POINTE COUPEE, THENCE 3.0 MILES SOUTHEAST ALONG STATE
 BJ0070'HIGHWAY 981, 0.10 MILE NORTHWEST OF A CATTLEGUARD, 84.5 FT SOUTHWEST
 BJ0070'OF THE CENTER LINE OF THE HIGHWAY, 9 FT NORTHWEST OF POWER LINE POLE
 BJ0070'NO. 31, 59 FT SOUTHWEST OF THE CENTER OF THE SOUTHWEST END OF AN
 BJ0070'18-INCH METAL PIPE CULVERT, DISK PROJECTS 0.2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0005 ***********************************************************************
 BJ0005  DESIGNATION -  A 208
 BJ0005  PID         -  BJ0005
 BJ0005  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0005  USGS QUAD   -  INNIS (1994)
 BJ0005
 BJ0005                         *CURRENT SURVEY CONTROL
 BJ0005  ___________________________________________________________________
 BJ0005* NAD 83(1986)-  30 58 35.     (N)    091 40 30.     (W)     SCALED    
 BJ0005* NAVD 88     -        13.232  (meters)      43.41   (feet)  ADJUSTED  
 BJ0005  ___________________________________________________________________
 BJ0005  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0005  DYNAMIC HT  -          13.216 (meters)      43.36  (feet)  COMP
 BJ0005  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 BJ0005
 BJ0005  VERT ORDER  -  FIRST     CLASS I
 BJ0005
 BJ0005.The horizontal coordinates were scaled from a topographic map and have
 BJ0005.an estimated accuracy of +/- 6 seconds.
 BJ0005
 BJ0005.The orthometric height was determined by differential leveling
 BJ0005.and adjusted by the National Geodetic Survey in February 1994..
 BJ0005
 BJ0005.The geoid height was determined by GEOID03.
 BJ0005
 BJ0005.The dynamic height is computed by dividing the NAVD 88
 BJ0005.geopotential number by the normal gravity value computed on the
 BJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0005.degrees latitude (g = 980.6199 gals.).
 BJ0005
 BJ0005.The modeled gravity was interpolated from observed gravity values.
 BJ0005
 BJ0005;                    North         East    Units  Estimated Accuracy
 BJ0005;SPC LA S     -   274,560.      967,360.      MT  (+/- 180 meters Scaled)
 BJ0005
 BJ0005                          SUPERSEDED SURVEY CONTROL
 BJ0005
 BJ0005  NAVD 88 (06/15/91)   13.259  (m)           43.50   (f) UNKNOWN     1 1
 BJ0005  NGVD 29 (??/??/??)   13.215  (m)           43.36   (f) ADJUSTED    1 1
 BJ0005
 BJ0005.Superseded values are not recommended for survey control.
 BJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0005.See file dsdata.txt to determine how the superseded data were derived.
 BJ0005
 BJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ265277(NAD 83)
 BJ0005_MARKER: DB = BENCH MARK DISK
 BJ0005_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0005_SP_SET: 112 FEET
 BJ0005_STAMPING: A 208 1964
 BJ0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0005
 BJ0005  HISTORY     - Date     Condition        Report By
 BJ0005  HISTORY     - 1964     MONUMENTED       CGS
 BJ0005  HISTORY     - 1976     GOOD             NGS
 BJ0005  HISTORY     - 1980     GOOD             LADTD
 BJ0005
 BJ0005                          STATION DESCRIPTION
 BJ0005
 BJ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0005'1.2 MI S FROM TORRAS.
 BJ0005'ABOUT 1.2 MILES SOUTH ALONG STATE ROAD 418 FROM THE MT. CARMEL CHURCH
 BJ0005'AT TORRAS, ABOUT 0.1 MILE NORTH OF A POINT WHERE AN OLD RAILROAD
 BJ0005'CROSSES THE ROAD, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 133
 BJ0005'FEET WEST OF THE CENTER LINE OF THE LEVEE, 1 FOOT EAST OF A FENCE, 1.4
 BJ0005'FEET EAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK
 BJ0005'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 BJ0005'OF 112 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6
 BJ0005'INCHES.
 BJ0005
 BJ0005                          STATION RECOVERY (1976)
 BJ0005
 BJ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0005'1.4 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF STATE
 BJ0005'HIGHWAY 15 AT TORRAS, 0.1 MILE NORTH OF A JUNCTION OF A GRAVELED ROAD
 BJ0005'LEADING SOUTHEAST TO TORRAS LANDING, 108 FT NORTH OF THE EAST END OF A
 BJ0005'12 INCH CONCRETE PIPE CULVERT, 36 FT EAST OF THE CENTER LINE FO THE
 BJ0005'12 INCH CONCRETE PIPE CULVERT, 36 FT EAST OF THE CENTER LINE OF THE
 BJ0005'HIGHWAY, 1.5 FT EAST OF A FENCE.
 BJ0005
 BJ0005                          STATION RECOVERY (1980)
 BJ0005
 BJ0005'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0529 ***********************************************************************
 BJ0529  DESIGNATION -  A 208 RESET 1980
 BJ0529  PID         -  BJ0529
 BJ0529  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0529  USGS QUAD   -  INNIS (1994)
 BJ0529
 BJ0529                         *CURRENT SURVEY CONTROL
 BJ0529  ___________________________________________________________________
 BJ0529* NAD 83(1986)-  30 58 35.     (N)    091 40 30.     (W)     SCALED    
 BJ0529* NAVD 88     -        13.09   (+/-2cm)      42.9    (feet)  VERTCON   
 BJ0529  ___________________________________________________________________
 BJ0529  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0529
 BJ0529  VERT ORDER  -  THIRD (See Below)
 BJ0529
 BJ0529.The horizontal coordinates were scaled from a topographic map and have
 BJ0529.an estimated accuracy of +/- 6 seconds.
 BJ0529
 BJ0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0529.The vertical order pertains to the NGVD 29 superseded value.
 BJ0529
 BJ0529.The geoid height was determined by GEOID03.
 BJ0529
 BJ0529;                    North         East    Units  Estimated Accuracy
 BJ0529;SPC LA S     -   274,560.      967,360.      MT  (+/- 180 meters Scaled)
 BJ0529
 BJ0529                          SUPERSEDED SURVEY CONTROL
 BJ0529
 BJ0529  NGVD 29 (??/??/??)   13.07   (m)           42.9    (f) RESET       3  
 BJ0529
 BJ0529.Superseded values are not recommended for survey control.
 BJ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0529.See file dsdata.txt to determine how the superseded data were derived.
 BJ0529
 BJ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ265277(NAD 83)
 BJ0529_MARKER: DB = BENCH MARK DISK
 BJ0529_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ0529_SP_SET: 20 FEET
 BJ0529_STAMPING: A 208 RESET 1980
 BJ0529_PROJECTION: FLUSH
 BJ0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ0529+STABILITY: POSITION/ELEVATION WELL
 BJ0529_ROD/PIPE-DEPTH: 6.10 meters
 BJ0529
 BJ0529  HISTORY     - Date     Condition        Report By
 BJ0529  HISTORY     - 1980     MONUMENTED       NGS
 BJ0529
 BJ0529                          STATION DESCRIPTION
 BJ0529
 BJ0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BJ0529'1.2 MI SOUTH FROM TORRAS.
 BJ0529'1.2 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE MT CARMEL CHURCH
 BJ0529'IN TORRAS, AT A POINT WHERE THE OLD RAILROAD BED MEETS THE ROAD,
 BJ0529'86.7 FEET WEST OF THE CENTER OF THE HIGHWAY, 36.1 FEET OF A
 BJ0529'PROJECTED LINE WEST FROM THE WEST END OF A CULVERT UNDER THE
 BJ0529'HIGHWAY, 15.1 FEET SOUTH OF THE CENTER OF THE OLD RAILROAD BED,
 BJ0529'AND 2.9 FEET NORTH OF AN OLD FENCE LINE.
 BJ0529'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0824 ***********************************************************************
 BJ0824  DESIGNATION -  A 209
 BJ0824  PID         -  BJ0824
 BJ0824  STATE/COUNTY-  LA/IBERVILLE
 BJ0824  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0824
 BJ0824                         *CURRENT SURVEY CONTROL
 BJ0824  ___________________________________________________________________
 BJ0824* NAD 83(1986)-  30 10 26.     (N)    091 19 27.     (W)     SCALED    
 BJ0824* NAVD 88     -         2.520  (meters)       8.27   (feet)  ADJUSTED  
 BJ0824  ___________________________________________________________________
 BJ0824  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ0824  DYNAMIC HT  -           2.517 (meters)       8.26  (feet)  COMP
 BJ0824  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 BJ0824
 BJ0824  VERT ORDER  -  FIRST     CLASS I
 BJ0824
 BJ0824.The horizontal coordinates were scaled from a topographic map and have
 BJ0824.an estimated accuracy of +/- 6 seconds.
 BJ0824
 BJ0824.The orthometric height was determined by differential leveling
 BJ0824.and adjusted by the National Geodetic Survey in February 1994..
 BJ0824
 BJ0824.The geoid height was determined by GEOID03.
 BJ0824
 BJ0824.The dynamic height is computed by dividing the NAVD 88
 BJ0824.geopotential number by the normal gravity value computed on the
 BJ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0824.degrees latitude (g = 980.6199 gals.).
 BJ0824
 BJ0824.The modeled gravity was interpolated from observed gravity values.
 BJ0824
 BJ0824;                    North         East    Units  Estimated Accuracy
 BJ0824;SPC LA S     -   185,540.    1,000,880.      MT  (+/- 180 meters Scaled)
 BJ0824
 BJ0824                          SUPERSEDED SURVEY CONTROL
 BJ0824
 BJ0824  NGVD 29 (??/??/??)    2.550  (m)            8.37   (f) ADJUSTED    1 1
 BJ0824
 BJ0824.Superseded values are not recommended for survey control.
 BJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0824.See file dsdata.txt to determine how the superseded data were derived.
 BJ0824
 BJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP613392(NAD 83)
 BJ0824_MARKER: DB = BENCH MARK DISK
 BJ0824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0824_SP_SET: 72 FT.
 BJ0824_STAMPING: A 209 1964
 BJ0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0824
 BJ0824  HISTORY     - Date     Condition        Report By
 BJ0824  HISTORY     - 1964     MONUMENTED       CGS
 BJ0824  HISTORY     - 1965     GOOD             CGS
 BJ0824  HISTORY     - 1976     GOOD             NGS
 BJ0824  HISTORY     - 1980     GOOD             LADTD
 BJ0824
 BJ0824                          STATION DESCRIPTION
 BJ0824
 BJ0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0824'1.45 MI N FROM BAYOU SORREL.
 BJ0824'ABOUT 1.45 MILES NORTH ALONG STATE ROAD 75 FROM THE FERRY LANDING AT
 BJ0824'BAYOU SORREL, AT A JOG IN A RIGHT-OF-WAY FENCE, 42 FEET SOUTH OF THE
 BJ0824'CENTER LINE OF ROAD, 6 FEET EAST OF A FENCE CORNER, 52 FEET NORTHWEST
 BJ0824'OF A 16-INCH PECAN TREE, 1.5 FEET NORTH OF A CREOSOTED WITNESS POST,
 BJ0824'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 BJ0824'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED
 BJ0824'IN A 5-INCH CAST IRON PIPE PROJECTING 6 INCHES.
 BJ0824
 BJ0824                          STATION RECOVERY (1976)
 BJ0824
 BJ0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0824'2.0 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE GRAND RIVER BRIDGE, AT
 BJ0824'THE JUNCTION OF THE WEST ENTRANCE ROAD TO A TRAILER COURT, 42 FT
 BJ0824'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28 FT SOUTHWEST OF THE CENTER
 BJ0824'LINE OF THE ENTRANCE ROAD, 88 FT WEST OF POWER LINE POLE NUMBER 112
 BJ0824'WITH A TRANSFORMER, 5 FT SOUTH OF A TELEPHONE CABLE SPLICE BOX, 52 FT
 BJ0824'NORTHWEST OF A PECAN TREE.  THE DISK IS 0.3 FT BELOW THE LEVEL OF THE
 BJ0824'GROUND.
 BJ0824
 BJ0824                          STATION RECOVERY (1980)
 BJ0824
 BJ0824'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0824'K
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1261 ***********************************************************************
 BH1261  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1261  DESIGNATION -  A 21
 BH1261  PID         -  BH1261
 BH1261  STATE/COUNTY-  LA/ST TAMMANY
 BH1261  USGS QUAD   -  LACOMBE (1994)
 BH1261
 BH1261                         *CURRENT SURVEY CONTROL
 BH1261  ___________________________________________________________________
 BH1261* NAD 83(1986)-  30 18 13.     (N)    089 55 10.     (W)     SCALED    
 BH1261* NAVD 88     -         3.834  (meters)      12.58   (feet)  ADJUSTED  
 BH1261  ___________________________________________________________________
 BH1261  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BH1261  DYNAMIC HT  -           3.829 (meters)      12.56  (feet)  COMP
 BH1261  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BH1261
 BH1261  VERT ORDER  -  FIRST     CLASS II
 BH1261
 BH1261.The horizontal coordinates were scaled from a topographic map and have
 BH1261.an estimated accuracy of +/- 6 seconds.
 BH1261
 BH1261.The orthometric height was determined by differential leveling
 BH1261.and adjusted by the National Geodetic Survey in February 1994..
 BH1261
 BH1261.This Tidal Bench Mark is designated as VM 15144
 BH1261.by the Center for Operational Oceanographic Products and Services.
 BH1261
 BH1261.The geoid height was determined by GEOID03.
 BH1261
 BH1261.The dynamic height is computed by dividing the NAVD 88
 BH1261.geopotential number by the normal gravity value computed on the
 BH1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1261.degrees latitude (g = 980.6199 gals.).
 BH1261
 BH1261.The modeled gravity was interpolated from observed gravity values.
 BH1261
 BH1261;                    North         East    Units  Estimated Accuracy
 BH1261;SPC LA S     -   200,760.    1,135,990.      MT  (+/- 180 meters Scaled)
 BH1261
 BH1261                          SUPERSEDED SURVEY CONTROL
 BH1261
 BH1261  NGVD 29 (??/??/??)    3.830  (m)           12.57   (f) ADJUSTED    1 2
 BH1261
 BH1261.Superseded values are not recommended for survey control.
 BH1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1261.See file dsdata.txt to determine how the superseded data were derived.
 BH1261
 BH1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU192560(NAD 83)
 BH1261_MARKER: DB = BENCH MARK DISK
 BH1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1261_SP_SET: CONCRETE POST
 BH1261_STAMPING: A 21 1934 (13)
 BH1261_MARK LOGO: CGS   
 BH1261_PROJECTION: PROJECTING 15 CENTIMETERS
 BH1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1261+STABILITY: SURFACE MOTION
 BH1261
 BH1261  HISTORY     - Date     Condition        Report By
 BH1261  HISTORY     - 1934     MONUMENTED       CGS
 BH1261  HISTORY     - 1955     GOOD             CGS
 BH1261  HISTORY     - 1978     GOOD             USE
 BH1261  HISTORY     - 1982     GOOD             LADTD
 BH1261  HISTORY     - 1983     GOOD             LADTD
 BH1261  HISTORY     - 1986     GOOD             NGS
 BH1261
 BH1261                          STATION DESCRIPTION
 BH1261
 BH1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1261'1.2 MI E FROM LACOMBE.
 BH1261'LOCATED 1.2 MILES EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BH1261'THE STATION IN LACOMBE, AT THE EAST ONE OF TWO ROAD CROSSINGS IN OAK
 BH1261'LAWN, 31 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 6 FEET EAST OF THE
 BH1261'FIRST POLE EAST OF THE CROSSING, 140 FEET WEST OF THE CENTERLINE OF A
 BH1261'NORTH-SOUTH ROAD AND IN LINE WITH A ROW OF POLES.  IT IS A STANDARD
 BH1261'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 1
 BH1261'FOOT BELOW THE LEVEL OF THE TRACK.
 BH1261
 BH1261                          STATION RECOVERY (1978)
 BH1261
 BH1261'RECOVERY NOTE BY US ENGINEERS 1978
 BH1261'RECOVERED IN GOOD CONDITION.
 BH1261
 BH1261                          STATION RECOVERY (1982)
 BH1261
 BH1261'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BH1261'RECOVERED IN GOOD CONDITION.
 BH1261
 BH1261                          STATION RECOVERY (1983)
 BH1261
 BH1261'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BH1261'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BH1261'JUNCTION OF LA 434 NORTH AND US 190 0.3 KM (0.2 MI) NORTHEAST OF
 BH1261'BAYOU LACOMBE BRIDGE, GO EAST ALONG US 190, FOR 1.6 KM (1 MI) TO
 BH1261'OAKLAWN DRIVE, THEN SOUTH ALONG OAKLAWN DRIVE FOR 1 KM (0.6 MI) TO
 BH1261'JUNCTION OF LACOMBE HARBOR ROAD, THEN SOUTHEAST ALONG LACOMBE HARBOR
 BH1261'ROAD FOR 0.3 KM (0.2 MI) TO MARKER IN NORTHWEST ANGLE OF RAILROAD
 BH1261'CROSSING, 9.4 METERS (31 FT) NORTH-NORTHEAST OF NORTH RAIL, 45.4
 BH1261'METERS (149 FT) NORTHWEST OF CENTER OF RAILROAD CROSSING ON LACOMBE
 BH1261'HARBOR ROAD, 49.1 METERS (161 FT) WEST-NORTHWEST OF A TWO-DOOR
 BH1261'TELEPHONE JUNCTION BOX, 68.9 METERS (226 FT) EAST OF A POWER POLE,
 BH1261'1.8 METERS (6 FT) EAST-SOUTHEAST OF TELEPHONE POST WITH WITNESS SIGN.
 BH1261'THE MARK IS 1.83 METERS  ESE FROM  TELEPHONE POST
 BH1261'THE MARK IS 0.30 M BELOW TRACKS.
 BH1261
 BH1261                          STATION RECOVERY (1986)
 BH1261
 BH1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1261'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.2 KM (1.45
 BH1261'MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE FIRST NATIONAL BANK IN
 BH1261'LACOMBE, THENCE 1.0 KM (0.6 MILES) SOUTH ALONG OAKLAWN DRIVE, THENCE
 BH1261'0.3 KM (0.2 MILES) SOUTHEAST ALONG LACOMBE HARBOR ROAD TO THE MARK ON
 BH1261'THE RIGHT IN THE NORTHWEST ANGLE OF RAILROAD CROSSING.  IT IS 45.4
 BH1261'METERS (149.0 FT) NORTHWEST OF CENTER OF RAILROAD CROSSING, 9.4 METERS
 BH1261'(31.0 FT) NORTH-NORTHEAST OF THE NORTH RAIL AND 1.8 METERS (6.0 FT)
 BH1261'EAST OF A TELEPHONE POLE WITH WITNESS SIGN.
 BH1261'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 BH1261'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1984 ***********************************************************************
 CQ1984  DESIGNATION -  A 21 1 BOLT
 CQ1984  PID         -  CQ1984
 CQ1984  STATE/COUNTY-  LA/CADDO
 CQ1984  USGS QUAD   -  GILLIAM (1971)
 CQ1984
 CQ1984                         *CURRENT SURVEY CONTROL
 CQ1984  ___________________________________________________________________
 CQ1984* NAD 83(1986)-  32 50 35.     (N)    093 48 22.     (W)     SCALED    
 CQ1984* NAVD 88     -        58.44   (+/-2cm)     191.7    (feet)  VERTCON   
 CQ1984  ___________________________________________________________________
 CQ1984  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ1984
 CQ1984  VERT ORDER  -  ? (See Below)
 CQ1984
 CQ1984.The horizontal coordinates were scaled from a topographic map and have
 CQ1984.an estimated accuracy of +/- 6 seconds.
 CQ1984
 CQ1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1984.The vertical order pertains to the NGVD 29 superseded value.
 CQ1984
 CQ1984.The geoid height was determined by GEOID03.
 CQ1984
 CQ1984;                    North         East    Units  Estimated Accuracy
 CQ1984;SPC LA N     -   260,540.      877,720.      MT  (+/- 180 meters Scaled)
 CQ1984
 CQ1984                          SUPERSEDED SURVEY CONTROL
 CQ1984
 CQ1984  NGVD 29 (??/??/??)   58.496  (m)          191.92   (f) ADJUSTED    ?  
 CQ1984
 CQ1984.Superseded values are not recommended for survey control.
 CQ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1984.See file dsdata.txt to determine how the superseded data were derived.
 CQ1984
 CQ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS245341(NAD 83)
 CQ1984_MARKER: B = BOLT
 CQ1984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1984_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1984
 CQ1984  HISTORY     - Date     Condition        Report By
 CQ1984  HISTORY     - UNK      MONUMENTED       DOD
 CQ1984  HISTORY     - 1938     GOOD             CGS
 CQ1984  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1984
 CQ1984                          STATION DESCRIPTION
 CQ1984
 CQ1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1984'3 MI N FROM GILLIAM.
 CQ1984'ABOUT 3 MILES NORTH AND EAST ALONG ROADS FROM GILLIAM, CADDO PARISH,
 CQ1984'ABOUT 1-1/4 MILES NORTH OF GILLIAM FERRY, ON THE W.E. NOLE PLANTATION,
 CQ1984'903.4 FEET SOUTH OF P.B.M. NOLE (U.S.E.), DESCRIBED BELOW, ABOUT 500
 CQ1984'FEET SOUTH OF THE LEVEE, ABOUT 450 FEET SOUTHWEST OF THREE 20-INCH
 CQ1984'SYCAMORE TREES, ABOUT 250 FEET NORTHWEST OF A STONE SILO, 40 FEET WEST
 CQ1984'OF A BARN, 25 FEET NORTH OF A GATE IN A FENCE AROUND A CULTIVATED
 CQ1984'FIELD, AND 10 FEET WEST OF A DIRT ROAD LEADING SOUTH FROM THE LEVEE. A
 CQ1984'COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 CQ1984'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ1984'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1984
 CQ1984                          STATION RECOVERY (1956)
 CQ1984
 CQ1984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CQ1984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1983 ***********************************************************************
 CQ1983  DESIGNATION -  A 21 1 CAP
 CQ1983  PID         -  CQ1983
 CQ1983  STATE/COUNTY-  LA/CADDO
 CQ1983  USGS QUAD   -  GILLIAM (1971)
 CQ1983
 CQ1983                         *CURRENT SURVEY CONTROL
 CQ1983  ___________________________________________________________________
 CQ1983* NAD 83(1986)-  32 50 35.     (N)    093 48 22.     (W)     SCALED    
 CQ1983* NAVD 88     -        59.67   (+/-2cm)     195.8    (feet)  VERTCON   
 CQ1983  ___________________________________________________________________
 CQ1983  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ1983
 CQ1983  VERT ORDER  -  ? (See Below)
 CQ1983
 CQ1983.The horizontal coordinates were scaled from a topographic map and have
 CQ1983.an estimated accuracy of +/- 6 seconds.
 CQ1983
 CQ1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1983.The vertical order pertains to the NGVD 29 superseded value.
 CQ1983
 CQ1983.The geoid height was determined by GEOID03.
 CQ1983
 CQ1983;                    North         East    Units  Estimated Accuracy
 CQ1983;SPC LA N     -   260,540.      877,720.      MT  (+/- 180 meters Scaled)
 CQ1983
 CQ1983                          SUPERSEDED SURVEY CONTROL
 CQ1983
 CQ1983  NGVD 29 (??/??/??)   59.720  (m)          195.93   (f) ADJUSTED    ?  
 CQ1983
 CQ1983.Superseded values are not recommended for survey control.
 CQ1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1983.See file dsdata.txt to determine how the superseded data were derived.
 CQ1983
 CQ1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS245341(NAD 83)
 CQ1983_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1983_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1983_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1983
 CQ1983  HISTORY     - Date     Condition        Report By
 CQ1983  HISTORY     - UNK      MONUMENTED       DOD
 CQ1983  HISTORY     - 1938     GOOD             CGS
 CQ1983  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1983
 CQ1983                          STATION DESCRIPTION
 CQ1983
 CQ1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1983'3 MI N FROM GILLIAM.
 CQ1983'ABOUT 3 MILES NORTH AND EAST ALONG ROADS FROM GILLIAM, CADDO PARISH,
 CQ1983'ABOUT 1-1/4 MILES NORTH OF GILLIAM FERRY, ON THE W.E. NOLE PLANTATION,
 CQ1983'903.4 FEET SOUTH OF P.B.M. NOLE (U.S.E.), DESCRIBED BELOW, ABOUT 500
 CQ1983'FEET SOUTH OF THE LEVEE, ABOUT 450 FEET SOUTHWEST OF THREE 20-INCH
 CQ1983'SYCAMORE TREES, ABOUT 250 FEET NORTHWEST OF A STONE SILO, 40 FEET WEST
 CQ1983'OF A BARN, 25 FEET NORTH OF A GATE IN A FENCE AROUND A CULTIVATED
 CQ1983'FIELD, AND 10 FEET WEST OF A DIRT ROAD LEADING SOUTH FROM THE LEVEE.
 CQ1983'AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1983
 CQ1983                          STATION RECOVERY (1956)
 CQ1983
 CQ1983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CQ1983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1993 ***********************************************************************
 CQ1993  DESIGNATION -  A 21 3 BOLT
 CQ1993  PID         -  CQ1993
 CQ1993  STATE/COUNTY-  LA/CADDO
 CQ1993  USGS QUAD   -  WARDVIEW (1971)
 CQ1993
 CQ1993                         *CURRENT SURVEY CONTROL
 CQ1993  ___________________________________________________________________
 CQ1993* NAD 83(1986)-  32 53 13.     (N)    093 49 39.     (W)     SCALED    
 CQ1993* NAVD 88     -        59.75   (+/-2cm)     196.0    (feet)  VERTCON   
 CQ1993  ___________________________________________________________________
 CQ1993  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ1993
 CQ1993  VERT ORDER  -  ? (See Below)
 CQ1993
 CQ1993.The horizontal coordinates were scaled from a topographic map and have
 CQ1993.an estimated accuracy of +/- 6 seconds.
 CQ1993
 CQ1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1993.The vertical order pertains to the NGVD 29 superseded value.
 CQ1993
 CQ1993.The geoid height was determined by GEOID03.
 CQ1993
 CQ1993;                    North         East    Units  Estimated Accuracy
 CQ1993;SPC LA N     -   265,430.      875,780.      MT  (+/- 180 meters Scaled)
 CQ1993
 CQ1993                          SUPERSEDED SURVEY CONTROL
 CQ1993
 CQ1993  NGVD 29 (??/??/??)   59.798  (m)          196.19   (f) ADJUSTED    ?  
 CQ1993
 CQ1993.Superseded values are not recommended for survey control.
 CQ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1993.See file dsdata.txt to determine how the superseded data were derived.
 CQ1993
 CQ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS225390(NAD 83)
 CQ1993_MARKER: B = BOLT
 CQ1993_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1993_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1993
 CQ1993  HISTORY     - Date     Condition        Report By
 CQ1993  HISTORY     - UNK      MONUMENTED       DOD
 CQ1993  HISTORY     - 1938     GOOD             CGS
 CQ1993
 CQ1993                          STATION DESCRIPTION
 CQ1993
 CQ1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1993'3 MI E FROM HOSSTON.
 CQ1993'ABOUT 3 MILES EAST ALONG A ROAD FROM HOSSTON, CADDO PARISH, ABOUT 850
 CQ1993'FEET WEST OF THE LEVEE, ABOUT 800 FEET EAST OF THE MARVEL MINOR
 CQ1993'RESIDENCE, ABOUT 250 FEET NORTHEAST OF A 14-INCH PECAN TREE IN A
 CQ1993'COTTON FIELD, ON THE WILL THOMAS PROPERTY, AND AT THE INTERSECTION OF
 CQ1993'A ROAD LEADING WEST FROM THE JOSH MADDOX RESIDENCE AND NORTH FROM THE
 CQ1993'ED ALLEN RESIDENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 CQ1993'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 CQ1993'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1992 ***********************************************************************
 CQ1992  DESIGNATION -  A 21 3 CAP
 CQ1992  PID         -  CQ1992
 CQ1992  STATE/COUNTY-  LA/CADDO
 CQ1992  USGS QUAD   -  WARDVIEW (1971)
 CQ1992
 CQ1992                         *CURRENT SURVEY CONTROL
 CQ1992  ___________________________________________________________________
 CQ1992* NAD 83(1986)-  32 53 13.     (N)    093 49 39.     (W)     SCALED    
 CQ1992* NAVD 88     -        60.97   (+/-2cm)     200.0    (feet)  VERTCON   
 CQ1992  ___________________________________________________________________
 CQ1992  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ1992
 CQ1992  VERT ORDER  -  ? (See Below)
 CQ1992
 CQ1992.The horizontal coordinates were scaled from a topographic map and have
 CQ1992.an estimated accuracy of +/- 6 seconds.
 CQ1992
 CQ1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1992.The vertical order pertains to the NGVD 29 superseded value.
 CQ1992
 CQ1992.The geoid height was determined by GEOID03.
 CQ1992
 CQ1992;                    North         East    Units  Estimated Accuracy
 CQ1992;SPC LA N     -   265,430.      875,780.      MT  (+/- 180 meters Scaled)
 CQ1992
 CQ1992                          SUPERSEDED SURVEY CONTROL
 CQ1992
 CQ1992  NGVD 29 (??/??/??)   61.019  (m)          200.19   (f) ADJUSTED    ?  
 CQ1992
 CQ1992.Superseded values are not recommended for survey control.
 CQ1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1992.See file dsdata.txt to determine how the superseded data were derived.
 CQ1992
 CQ1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS225390(NAD 83)
 CQ1992_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1992_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1992_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1992
 CQ1992  HISTORY     - Date     Condition        Report By
 CQ1992  HISTORY     - UNK      MONUMENTED       DOD
 CQ1992  HISTORY     - 1938     GOOD             CGS
 CQ1992
 CQ1992                          STATION DESCRIPTION
 CQ1992
 CQ1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1992'3 MI E FROM HOSSTON.
 CQ1992'ABOUT 3 MILES EAST ALONG A ROAD FROM HOSSTON, CADDO PARISH, ABOUT 850
 CQ1992'FEET WEST OF THE LEVEE, ABOUT 800 FEET EAST OF THE MARVEL MINOR
 CQ1992'RESIDENCE, ABOUT 250 FEET NORTHEAST OF A 14-INCH PECAN TREE IN A
 CQ1992'COTTON FIELD, ON THE WILL THOMAS PROPERTY, AND AT THE INTERSECTION OF
 CQ1992'A ROAD LEADING WEST FROM THE JOSH MADDOX RESIDENCE AND NORTH FROM THE
 CQ1992'ED ALLEN RESIDENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 CQ1992'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1990 ***********************************************************************
 CQ1990  DESIGNATION -  A 21 4 BOLT
 CQ1990  PID         -  CQ1990
 CQ1990  STATE/COUNTY-  LA/CADDO
 CQ1990  USGS QUAD   -  WARDVIEW (1971)
 CQ1990
 CQ1990                         *CURRENT SURVEY CONTROL
 CQ1990  ___________________________________________________________________
 CQ1990* NAD 83(1986)-  32 53 14.     (N)    093 49 29.     (W)     SCALED    
 CQ1990* NAVD 88     -        60.12   (+/-2cm)     197.2    (feet)  VERTCON   
 CQ1990  ___________________________________________________________________
 CQ1990  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ1990
 CQ1990  VERT ORDER  -  ? (See Below)
 CQ1990
 CQ1990.The horizontal coordinates were scaled from a topographic map and have
 CQ1990.an estimated accuracy of +/- 6 seconds.
 CQ1990
 CQ1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1990.The vertical order pertains to the NGVD 29 superseded value.
 CQ1990
 CQ1990.The geoid height was determined by GEOID03.
 CQ1990
 CQ1990;                    North         East    Units  Estimated Accuracy
 CQ1990;SPC LA N     -   265,460.      876,040.      MT  (+/- 180 meters Scaled)
 CQ1990
 CQ1990                          SUPERSEDED SURVEY CONTROL
 CQ1990
 CQ1990  NGVD 29 (??/??/??)   60.171  (m)          197.41   (f) ADJUSTED    ?  
 CQ1990
 CQ1990.Superseded values are not recommended for survey control.
 CQ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1990.See file dsdata.txt to determine how the superseded data were derived.
 CQ1990
 CQ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS228390(NAD 83)
 CQ1990_MARKER: B = BOLT
 CQ1990_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1990_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1990
 CQ1990  HISTORY     - Date     Condition        Report By
 CQ1990  HISTORY     - UNK      MONUMENTED       DOD
 CQ1990  HISTORY     - 1938     GOOD             CGS
 CQ1990
 CQ1990                          STATION DESCRIPTION
 CQ1990
 CQ1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1990'3 MI E FROM HOSSTON.
 CQ1990'ABOUT 3 MILES EAST ALONG A ROAD FROM HOSSTON, CADDO PARISH, ON THE
 CQ1990'WEST SIDE OF RED RIVER, 920.5 FEET EAST OF P.B.M. A 21-3 (U.S.E.),
 CQ1990'DESCRIBED BELOW, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE JOSH
 CQ1990'MADDOX LOT, AND 10 FEET FROM THE TOE OF THE LEVEE.  A COPPER BOLT, SET
 CQ1990'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 CQ1990'HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1990'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1989 ***********************************************************************
 CQ1989  DESIGNATION -  A 21 4 CAP
 CQ1989  PID         -  CQ1989
 CQ1989  STATE/COUNTY-  LA/CADDO
 CQ1989  USGS QUAD   -  WARDVIEW (1971)
 CQ1989
 CQ1989                         *CURRENT SURVEY CONTROL
 CQ1989  ___________________________________________________________________
 CQ1989* NAD 83(1986)-  32 53 13.     (N)    093 49 29.     (W)     SCALED    
 CQ1989* NAVD 88     -        61.34   (+/-2cm)     201.2    (feet)  VERTCON   
 CQ1989  ___________________________________________________________________
 CQ1989  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ1989
 CQ1989  VERT ORDER  -  ? (See Below)
 CQ1989
 CQ1989.The horizontal coordinates were scaled from a topographic map and have
 CQ1989.an estimated accuracy of +/- 6 seconds.
 CQ1989
 CQ1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1989.The vertical order pertains to the NGVD 29 superseded value.
 CQ1989
 CQ1989.The geoid height was determined by GEOID03.
 CQ1989
 CQ1989;                    North         East    Units  Estimated Accuracy
 CQ1989;SPC LA N     -   265,420.      876,040.      MT  (+/- 180 meters Scaled)
 CQ1989
 CQ1989                          SUPERSEDED SURVEY CONTROL
 CQ1989
 CQ1989  NGVD 29 (??/??/??)   61.393  (m)          201.42   (f) ADJUSTED    ?  
 CQ1989
 CQ1989.Superseded values are not recommended for survey control.
 CQ1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1989.See file dsdata.txt to determine how the superseded data were derived.
 CQ1989
 CQ1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS228390(NAD 83)
 CQ1989_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1989_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1989_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1989
 CQ1989  HISTORY     - Date     Condition        Report By
 CQ1989  HISTORY     - UNK      MONUMENTED       DOD
 CQ1989  HISTORY     - 1938     GOOD             CGS
 CQ1989
 CQ1989                          STATION DESCRIPTION
 CQ1989
 CQ1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1989'3 MI E FROM HOSSTON.
 CQ1989'ABOUT 3 MILES EAST ALONG A ROAD FROM HOSSTON, CADDO PARISH, ON THE
 CQ1989'WEST SIDE OF RED RIVER, 920.5 FEET EAST OF P.B.M. A 21-3 (U.S.E.),
 CQ1989'DESCRIBED BELOW, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE JOSH
 CQ1989'MADDOX LOT, AND 10 FEET FROM THE TOE OF THE LEVEE.  AN IRON PIPE
 CQ1989'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1996 ***********************************************************************
 CQ1996  DESIGNATION -  A 21 5 BOLT
 CQ1996  PID         -  CQ1996
 CQ1996  STATE/COUNTY-  LA/CADDO
 CQ1996  USGS QUAD   -  WARDVIEW (1971)
 CQ1996
 CQ1996                         *CURRENT SURVEY CONTROL
 CQ1996  ___________________________________________________________________
 CQ1996* NAD 83(1986)-  32 55 09.     (N)    093 49 20.     (W)     SCALED    
 CQ1996* NAVD 88     -        60.04   (+/-2cm)     197.0    (feet)  VERTCON   
 CQ1996  ___________________________________________________________________
 CQ1996  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CQ1996
 CQ1996  VERT ORDER  -  ? (See Below)
 CQ1996
 CQ1996.The horizontal coordinates were scaled from a topographic map and have
 CQ1996.an estimated accuracy of +/- 6 seconds.
 CQ1996
 CQ1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1996.The vertical order pertains to the NGVD 29 superseded value.
 CQ1996
 CQ1996.The geoid height was determined by GEOID03.
 CQ1996
 CQ1996;                    North         East    Units  Estimated Accuracy
 CQ1996;SPC LA N     -   269,000.      876,320.      MT  (+/- 180 meters Scaled)
 CQ1996
 CQ1996                          SUPERSEDED SURVEY CONTROL
 CQ1996
 CQ1996  NGVD 29 (??/??/??)   60.093  (m)          197.16   (f) ADJUSTED    ?  
 CQ1996
 CQ1996.Superseded values are not recommended for survey control.
 CQ1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1996.See file dsdata.txt to determine how the superseded data were derived.
 CQ1996
 CQ1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS231426(NAD 83)
 CQ1996_MARKER: B = BOLT
 CQ1996_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1996_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1996
 CQ1996  HISTORY     - Date     Condition        Report By
 CQ1996  HISTORY     - UNK      MONUMENTED       DOD
 CQ1996  HISTORY     - 1938     GOOD             CGS
 CQ1996
 CQ1996                          STATION DESCRIPTION
 CQ1996
 CQ1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1996'4 MI NE FROM HOSSTON.
 CQ1996'ABOUT 4 MILES NORTHEAST ALONG ROADS FROM HOSSTON, CADDO PARISH, 485.1
 CQ1996'FEET SOUTH OF P.B.M. A 21-6 (U.S.E.), DESCRIBED BELOW, 25 FEET WEST OF
 CQ1996'THE CENTER LINE OF THE ROAD, AND 2 FEET NORTH OF THE GEORGE DANNIELS
 CQ1996'RESIDENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CQ1996'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 CQ1996'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1995 ***********************************************************************
 CQ1995  DESIGNATION -  A 21 5 CAP
 CQ1995  PID         -  CQ1995
 CQ1995  STATE/COUNTY-  LA/CADDO
 CQ1995  USGS QUAD   -  WARDVIEW (1971)
 CQ1995
 CQ1995                         *CURRENT SURVEY CONTROL
 CQ1995  ___________________________________________________________________
 CQ1995* NAD 83(1986)-  32 55 09.     (N)    093 49 20.     (W)     SCALED    
 CQ1995* NAVD 88     -        61.26   (+/-2cm)     201.0    (feet)  VERTCON   
 CQ1995  ___________________________________________________________________
 CQ1995  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CQ1995
 CQ1995  VERT ORDER  -  ? (See Below)
 CQ1995
 CQ1995.The horizontal coordinates were scaled from a topographic map and have
 CQ1995.an estimated accuracy of +/- 6 seconds.
 CQ1995
 CQ1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1995.The vertical order pertains to the NGVD 29 superseded value.
 CQ1995
 CQ1995.The geoid height was determined by GEOID03.
 CQ1995
 CQ1995;                    North         East    Units  Estimated Accuracy
 CQ1995;SPC LA N     -   269,000.      876,320.      MT  (+/- 180 meters Scaled)
 CQ1995
 CQ1995                          SUPERSEDED SURVEY CONTROL
 CQ1995
 CQ1995  NGVD 29 (??/??/??)   61.311  (m)          201.15   (f) ADJUSTED    ?  
 CQ1995
 CQ1995.Superseded values are not recommended for survey control.
 CQ1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1995.See file dsdata.txt to determine how the superseded data were derived.
 CQ1995
 CQ1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS231426(NAD 83)
 CQ1995_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1995_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1995_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1995
 CQ1995  HISTORY     - Date     Condition        Report By
 CQ1995  HISTORY     - UNK      MONUMENTED       DOD
 CQ1995  HISTORY     - 1938     GOOD             CGS
 CQ1995
 CQ1995                          STATION DESCRIPTION
 CQ1995
 CQ1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1995'4 MI NE FROM HOSSTON.
 CQ1995'ABOUT 4 MILES NORTHEAST ALONG ROADS FROM HOSSTON, CADDO PARISH, 485.1
 CQ1995'FEET SOUTH OF P.B.M. A 21-6 (U.S.E.), DESCRIBED BELOW, 25 FEET WEST OF
 CQ1995'THE CENTER LINE OF THE ROAD, AND 2 FEET NORTH OF THE GEORGE DANNIELS
 CQ1995'RESIDENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1995'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1999 ***********************************************************************
 CQ1999  DESIGNATION -  A 21 6 BOLT
 CQ1999  PID         -  CQ1999
 CQ1999  STATE/COUNTY-  LA/CADDO
 CQ1999  USGS QUAD   -  WARDVIEW (1971)
 CQ1999
 CQ1999                         *CURRENT SURVEY CONTROL
 CQ1999  ___________________________________________________________________
 CQ1999* NAD 83(1986)-  32 55 13.     (N)    093 49 19.     (W)     SCALED    
 CQ1999* NAVD 88     -        59.87   (+/-2cm)     196.4    (feet)  VERTCON   
 CQ1999  ___________________________________________________________________
 CQ1999  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CQ1999
 CQ1999  VERT ORDER  -  ? (See Below)
 CQ1999
 CQ1999.The horizontal coordinates were scaled from a topographic map and have
 CQ1999.an estimated accuracy of +/- 6 seconds.
 CQ1999
 CQ1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1999.The vertical order pertains to the NGVD 29 superseded value.
 CQ1999
 CQ1999.The geoid height was determined by GEOID03.
 CQ1999
 CQ1999;                    North         East    Units  Estimated Accuracy
 CQ1999;SPC LA N     -   269,120.      876,340.      MT  (+/- 180 meters Scaled)
 CQ1999
 CQ1999                          SUPERSEDED SURVEY CONTROL
 CQ1999
 CQ1999  NGVD 29 (??/??/??)   59.924  (m)          196.60   (f) ADJUSTED    ?  
 CQ1999
 CQ1999.Superseded values are not recommended for survey control.
 CQ1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1999.See file dsdata.txt to determine how the superseded data were derived.
 CQ1999
 CQ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS231427(NAD 83)
 CQ1999_MARKER: B = BOLT
 CQ1999_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1999_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1999
 CQ1999  HISTORY     - Date     Condition        Report By
 CQ1999  HISTORY     - UNK      MONUMENTED       DOD
 CQ1999  HISTORY     - 1938     GOOD             CGS
 CQ1999
 CQ1999                          STATION DESCRIPTION
 CQ1999
 CQ1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1999'4 MI NE FROM HOSSTON.
 CQ1999'ABOUT 4 MILES NORTHEAST ALONG ROADS FROM HOSSTON, CADDO PARISH, ON THE
 CQ1999'T.N. KEAUNS PROPERTY, 485.1 FEET NORTH OF P.B.M. A 21-5 (U.S.E.),
 CQ1999'DESCRIBED ABOVE, ABOUT 400 FEET WEST OF THE LEVEE, ABOUT 200 FEET
 CQ1999'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRED FESTAVAN RESIDENCE, 75
 CQ1999'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 15 FEET WEST OF THE
 CQ1999'ROAD, AND 2 FEET SOUTH OF THE SOUTHEAST CORNER OF A COTTON HOUSE.  A
 CQ1999'COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 CQ1999'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ1999'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1998 ***********************************************************************
 CQ1998  DESIGNATION -  A 21 6 CAP
 CQ1998  PID         -  CQ1998
 CQ1998  STATE/COUNTY-  LA/CADDO
 CQ1998  USGS QUAD   -  WARDVIEW (1971)
 CQ1998
 CQ1998                         *CURRENT SURVEY CONTROL
 CQ1998  ___________________________________________________________________
 CQ1998* NAD 83(1986)-  32 55 14.     (N)    093 49 19.     (W)     SCALED    
 CQ1998* NAVD 88     -        61.10   (+/-2cm)     200.5    (feet)  VERTCON   
 CQ1998  ___________________________________________________________________
 CQ1998  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CQ1998
 CQ1998  VERT ORDER  -  ? (See Below)
 CQ1998
 CQ1998.The horizontal coordinates were scaled from a topographic map and have
 CQ1998.an estimated accuracy of +/- 6 seconds.
 CQ1998
 CQ1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1998.The vertical order pertains to the NGVD 29 superseded value.
 CQ1998
 CQ1998.The geoid height was determined by GEOID03.
 CQ1998
 CQ1998;                    North         East    Units  Estimated Accuracy
 CQ1998;SPC LA N     -   269,150.      876,340.      MT  (+/- 180 meters Scaled)
 CQ1998
 CQ1998                          SUPERSEDED SURVEY CONTROL
 CQ1998
 CQ1998  NGVD 29 (??/??/??)   61.148  (m)          200.62   (f) ADJUSTED    ?  
 CQ1998
 CQ1998.Superseded values are not recommended for survey control.
 CQ1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1998.See file dsdata.txt to determine how the superseded data were derived.
 CQ1998
 CQ1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS231427(NAD 83)
 CQ1998_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1998_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1998_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1998
 CQ1998  HISTORY     - Date     Condition        Report By
 CQ1998  HISTORY     - UNK      MONUMENTED       DOD
 CQ1998  HISTORY     - 1938     GOOD             CGS
 CQ1998
 CQ1998                          STATION DESCRIPTION
 CQ1998
 CQ1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1998'4 MI NE FROM HOSSTON.
 CQ1998'ABOUT 4 MILES NORTHEAST ALONG ROADS FROM HOSSTON, CADDO PARISH, ON THE
 CQ1998'T.N. KEAUNS PROPERTY, 485.1 FEET NORTH OF P.B.M. A 21-5 (U.S.E.),
 CQ1998'DESCRIBED ABOVE, ABOUT 400 FEET WEST OF THE LEVEE, ABOUT 200 FEET
 CQ1998'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRED FESTAVAN RESIDENCE, 75
 CQ1998'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 15 FEET WEST OF THE
 CQ1998'ROAD, AND 2 FEET SOUTH OF THE SOUTHEAST CORNER OF A COTTON HOUSE.  AN
 CQ1998'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2003 ***********************************************************************
 CQ2003  DESIGNATION -  A 21 7 BOLT
 CQ2003  PID         -  CQ2003
 CQ2003  STATE/COUNTY-  LA/CADDO
 CQ2003  USGS QUAD   -  WARDVIEW (1971)
 CQ2003
 CQ2003                         *CURRENT SURVEY CONTROL
 CQ2003  ___________________________________________________________________
 CQ2003* NAD 83(1986)-  32 59 43.     (N)    093 50 11.     (W)     SCALED    
 CQ2003* NAVD 88     -        61.54   (+/-2cm)     201.9    (feet)  VERTCON   
 CQ2003  ___________________________________________________________________
 CQ2003  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CQ2003
 CQ2003  VERT ORDER  -  ? (See Below)
 CQ2003
 CQ2003.The horizontal coordinates were scaled from a topographic map and have
 CQ2003.an estimated accuracy of +/- 6 seconds.
 CQ2003
 CQ2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2003.The vertical order pertains to the NGVD 29 superseded value.
 CQ2003
 CQ2003.The geoid height was determined by GEOID03.
 CQ2003
 CQ2003;                    North         East    Units  Estimated Accuracy
 CQ2003;SPC LA N     -   277,450.      875,100.      MT  (+/- 180 meters Scaled)
 CQ2003
 CQ2003                          SUPERSEDED SURVEY CONTROL
 CQ2003
 CQ2003  NGVD 29 (??/??/??)   61.581  (m)          202.04   (f) ADJUSTED    ?  
 CQ2003
 CQ2003.Superseded values are not recommended for survey control.
 CQ2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2003.See file dsdata.txt to determine how the superseded data were derived.
 CQ2003
 CQ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218510(NAD 83)
 CQ2003_MARKER: B = BOLT
 CQ2003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2003
 CQ2003  HISTORY     - Date     Condition        Report By
 CQ2003  HISTORY     - UNK      MONUMENTED       DOD
 CQ2003  HISTORY     - 1938     GOOD             CGS
 CQ2003
 CQ2003                          STATION DESCRIPTION
 CQ2003
 CQ2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2003'4 MI E FROM IDA.
 CQ2003'ABOUT 4 MILES EAST OF IDA, CADDO PARISH, ABOUT 0.7 MILE SOUTHWEST OF
 CQ2003'MISSIONARY, AND 532.1 FEET NORTH OF T.T.S. 118 LS (U.S.G.S.),
 CQ2003'DESCRIBED ABOVE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 CQ2003'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 CQ2003'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2002 ***********************************************************************
 CQ2002  DESIGNATION -  A 21 7 CAP
 CQ2002  PID         -  CQ2002
 CQ2002  STATE/COUNTY-  LA/CADDO
 CQ2002  USGS QUAD   -  WARDVIEW (1971)
 CQ2002
 CQ2002                         *CURRENT SURVEY CONTROL
 CQ2002  ___________________________________________________________________
 CQ2002* NAD 83(1986)-  32 59 44.     (N)    093 50 12.     (W)     SCALED    
 CQ2002* NAVD 88     -        62.76   (+/-2cm)     205.9    (feet)  VERTCON   
 CQ2002  ___________________________________________________________________
 CQ2002  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CQ2002
 CQ2002  VERT ORDER  -  ? (See Below)
 CQ2002
 CQ2002.The horizontal coordinates were scaled from a topographic map and have
 CQ2002.an estimated accuracy of +/- 6 seconds.
 CQ2002
 CQ2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2002.The vertical order pertains to the NGVD 29 superseded value.
 CQ2002
 CQ2002.The geoid height was determined by GEOID03.
 CQ2002
 CQ2002;                    North         East    Units  Estimated Accuracy
 CQ2002;SPC LA N     -   277,480.      875,070.      MT  (+/- 180 meters Scaled)
 CQ2002
 CQ2002                          SUPERSEDED SURVEY CONTROL
 CQ2002
 CQ2002  NGVD 29 (??/??/??)   62.803  (m)          206.05   (f) ADJUSTED    ?  
 CQ2002
 CQ2002.Superseded values are not recommended for survey control.
 CQ2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2002.See file dsdata.txt to determine how the superseded data were derived.
 CQ2002
 CQ2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218511(NAD 83)
 CQ2002_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ2002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2002
 CQ2002  HISTORY     - Date     Condition        Report By
 CQ2002  HISTORY     - UNK      MONUMENTED       DOD
 CQ2002  HISTORY     - 1938     GOOD             CGS
 CQ2002
 CQ2002                          STATION DESCRIPTION
 CQ2002
 CQ2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2002'4 MI E FROM IDA.
 CQ2002'ABOUT 4 MILES EAST OF IDA, CADDO PARISH, ABOUT 0.7 MILE SOUTHWEST OF
 CQ2002'MISSIONARY, AND 532.1 FEET NORTH OF T.T.S. 118 LS (U.S.G.S.),
 CQ2002'DESCRIBED ABOVE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 CQ2002'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0074 ***********************************************************************
 AU0074  DESIGNATION -  A 210
 AU0074  PID         -  AU0074
 AU0074  STATE/COUNTY-  LA/ST MARTIN
 AU0074  USGS QUAD   -  PIERRE PART (1980)
 AU0074
 AU0074                         *CURRENT SURVEY CONTROL
 AU0074  ___________________________________________________________________
 AU0074* NAD 83(1986)-  29 55 48.     (N)    091 14 46.     (W)     SCALED    
 AU0074* NAVD 88     -         1.440  (meters)       4.72   (feet)  ADJUSTED  
 AU0074  ___________________________________________________________________
 AU0074  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AU0074  DYNAMIC HT  -           1.438 (meters)       4.72  (feet)  COMP
 AU0074  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AU0074
 AU0074  VERT ORDER  -  FIRST     CLASS I
 AU0074
 AU0074.The horizontal coordinates were scaled from a topographic map and have
 AU0074.an estimated accuracy of +/- 6 seconds.
 AU0074
 AU0074.The orthometric height was determined by differential leveling
 AU0074.and adjusted by the National Geodetic Survey in February 1994..
 AU0074
 AU0074.The geoid height was determined by GEOID03.
 AU0074
 AU0074.The dynamic height is computed by dividing the NAVD 88
 AU0074.geopotential number by the normal gravity value computed on the
 AU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0074.degrees latitude (g = 980.6199 gals.).
 AU0074
 AU0074.The modeled gravity was interpolated from observed gravity values.
 AU0074
 AU0074;                    North         East    Units  Estimated Accuracy
 AU0074;SPC LA S     -   158,510.    1,008,420.      MT  (+/- 180 meters Scaled)
 AU0074
 AU0074                          SUPERSEDED SURVEY CONTROL
 AU0074
 AU0074  NGVD 29 (??/??/??)    1.498  (m)            4.91   (f) ADJUSTED    1 1
 AU0074
 AU0074.Superseded values are not recommended for survey control.
 AU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0074.See file dsdata.txt to determine how the superseded data were derived.
 AU0074
 AU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP692123(NAD 83)
 AU0074_MARKER: DB = BENCH MARK DISK
 AU0074_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU0074_SP_SET: 104 FT
 AU0074_STAMPING: A 210 1964
 AU0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0074
 AU0074  HISTORY     - Date     Condition        Report By
 AU0074  HISTORY     - 1964     MONUMENTED       CGS
 AU0074  HISTORY     - 1965     GOOD             CGS
 AU0074  HISTORY     - 1976     GOOD             NGS
 AU0074  HISTORY     - 1985     GOOD             LOCSUR
 AU0074
 AU0074                          STATION DESCRIPTION
 AU0074
 AU0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0074'2.4 MI NW FROM BELLE RIVER.
 AU0074'ABOUT 2.4 MILES NORTHWEST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 AU0074'SOUTH END OF THE DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, ABOUT 500
 AU0074'FEET NORTHEAST OF THE CENTER LINE OF LEVEE, 84 FEET SOUTHWEST OF THE
 AU0074'SOUTHWEST BANK OF BELLE RIVER, 66 FEET NORTHEAST OF THE CENTER LINE OF
 AU0074'ROAD, 61 FEET SOUTHWEST OF A 24-INCH OAK TREE, 23 FEET SOUTHEAST OF A
 AU0074'24-INCH TWIN OAK TREE, 5.5 FEET NORTHEAST OF A 3-INCH TREE WITH A
 AU0074'WITNESS SHIELD NAILED TO THE TRUNK, ABOUT 3 FEET BELOW THE LEVEL OF
 AU0074'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 AU0074'A DEPTH OF 104 FEET AND ENCASED IN A CAST IRON PIPE PROJECTING 30
 AU0074'INCHES.
 AU0074
 AU0074                          STATION RECOVERY (1976)
 AU0074
 AU0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0074'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE
 AU0074'SOUTH END OF A DRAWBRIDGE OVER THE BELLE RIVER, AT THE JUNCTION OF A
 AU0074'DRIVEWAY LEADING NORTHEAST, 67 FT NORTHEAST OF THE CENTER LINE OF THE
 AU0074'HIGHWAY, 20.5 FT NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 82.2
 AU0074'FT WEST OF THE WEST CORNER OF A PERMANENT TRAILER HOUSE, 28.5 FT
 AU0074'NORTH OF THE NORTHWEST END OF A GATE, 61 FT SOUTHWEST OF A 30-INCH
 AU0074'OAK TREE.  THE DISK IS 0.3 FT BELOW THE TOP OF THE IRON PIPE.
 AU0074
 AU0074                          STATION RECOVERY (1985)
 AU0074
 AU0074'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AU0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0524 ***********************************************************************
 BJ0524  DESIGNATION -  A 216
 BJ0524  PID         -  BJ0524
 BJ0524  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0524  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0524
 BJ0524                         *CURRENT SURVEY CONTROL
 BJ0524  ___________________________________________________________________
 BJ0524* NAD 83(1986)-  30 29 05.     (N)    091 11 11.     (W)     SCALED    
 BJ0524* NAVD 88     -        19.701  (meters)      64.64   (feet)  ADJUSTED  
 BJ0524  ___________________________________________________________________
 BJ0524  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0524  DYNAMIC HT  -          19.675 (meters)      64.55  (feet)  COMP
 BJ0524  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ0524
 BJ0524  VERT ORDER  -  FIRST     CLASS I
 BJ0524
 BJ0524.The horizontal coordinates were scaled from a topographic map and have
 BJ0524.an estimated accuracy of +/- 6 seconds.
 BJ0524
 BJ0524.The orthometric height was determined by differential leveling
 BJ0524.and adjusted by the National Geodetic Survey in February 1994..
 BJ0524
 BJ0524.The geoid height was determined by GEOID03.
 BJ0524
 BJ0524.The dynamic height is computed by dividing the NAVD 88
 BJ0524.geopotential number by the normal gravity value computed on the
 BJ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0524.degrees latitude (g = 980.6199 gals.).
 BJ0524
 BJ0524.The modeled gravity was interpolated from observed gravity values.
 BJ0524
 BJ0524;                    North         East    Units  Estimated Accuracy
 BJ0524;SPC LA S     -   220,010.    1,014,110.      MT  (+/- 180 meters Scaled)
 BJ0524
 BJ0524                          SUPERSEDED SURVEY CONTROL
 BJ0524
 BJ0524  NGVD 29 (??/??/??)   19.686  (m)           64.59   (f) ADJUSTED    1 1
 BJ0524
 BJ0524.Superseded values are not recommended for survey control.
 BJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0524.See file dsdata.txt to determine how the superseded data were derived.
 BJ0524
 BJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740738(NAD 83)
 BJ0524_MARKER: DB = BENCH MARK DISK
 BJ0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0524_SP_SET: ABUTMENT
 BJ0524_STAMPING: A 216 1965
 BJ0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0524
 BJ0524  HISTORY     - Date     Condition        Report By
 BJ0524  HISTORY     - 1965     MONUMENTED       CGS
 BJ0524  HISTORY     - 1976     GOOD             NGS
 BJ0524
 BJ0524                          STATION DESCRIPTION
 BJ0524
 BJ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0524'0.05 MI S FROM NORTH BATON ROUGE.
 BJ0524'ABOUT 0.05 MILE OR 8 RAILS SOUTH OF THE YAZOO AND MISSISSIPPI VALLEY
 BJ0524'RAILROAD STATION AT NORTH BATON ROUGE, 14 FEET EAST OF THE EAST RAIL
 BJ0524'OF THE MAIN TRACK, 12 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 BJ0524'UNDERPASS, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 BJ0524'ABUTMENT OF THE UNDERPASS, 1 1/2 FEET SOUTHEAST OF A PIPE FENCE CORNER
 BJ0524'IN A WIRE MESH FENCE, 1 FOOT SOUTH OF THE WIRE MESH FENCE, AND ABOUT 6
 BJ0524'INCHES BELOW THE LEVEL OF THE TRACK.
 BJ0524
 BJ0524                          STATION RECOVERY (1976)
 BJ0524
 BJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0524'2.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD LINE FROM THE
 BJ0524'WEST END OF FLORIDA BOULEVARD AT BATON ROUGE, 0.05 MILE SOUTH OF
 BJ0524'THE RAILROAD YARD OFFICE BUILDING, 59.2 FT SOUTH OF THE SOUTHWEST
 BJ0524'CORNER OF THE TRAIN MASTERS OFFICE BUILDING, 14.1 FT EAST OF THE
 BJ0524'EAST RAIL OF THE MAIN TRACK, SET IN TOP OF THE EAST END OF THE
 BJ0524'NORTH CONCRETE ABUTMENT OF A PRIVATE CONCRETE UNDERPASS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0778 ***********************************************************************
 BJ0778  DESIGNATION -  A 217
 BJ0778  PID         -  BJ0778
 BJ0778  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0778  USGS QUAD   -  LOBDELL (1992)
 BJ0778
 BJ0778                         *CURRENT SURVEY CONTROL
 BJ0778  ___________________________________________________________________
 BJ0778* NAD 83(1986)-  30 27 39.     (N)    091 16 47.     (W)     SCALED    
 BJ0778* NAVD 88     -         5.001  (meters)      16.41   (feet)  ADJUSTED  
 BJ0778  ___________________________________________________________________
 BJ0778  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0778  DYNAMIC HT  -           4.995 (meters)      16.39  (feet)  COMP
 BJ0778  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BJ0778
 BJ0778  VERT ORDER  -  FIRST     CLASS I
 BJ0778
 BJ0778.The horizontal coordinates were scaled from a topographic map and have
 BJ0778.an estimated accuracy of +/- 6 seconds.
 BJ0778
 BJ0778.The orthometric height was determined by differential leveling
 BJ0778.and adjusted by the National Geodetic Survey in February 1994..
 BJ0778
 BJ0778.The geoid height was determined by GEOID03.
 BJ0778
 BJ0778.The dynamic height is computed by dividing the NAVD 88
 BJ0778.geopotential number by the normal gravity value computed on the
 BJ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0778.degrees latitude (g = 980.6199 gals.).
 BJ0778
 BJ0778.The modeled gravity was interpolated from observed gravity values.
 BJ0778
 BJ0778;                    North         East    Units  Estimated Accuracy
 BJ0778;SPC LA S     -   217,350.    1,005,150.      MT  (+/- 180 meters Scaled)
 BJ0778
 BJ0778                          SUPERSEDED SURVEY CONTROL
 BJ0778
 BJ0778  NGVD 29 (??/??/??)    4.994  (m)           16.38   (f) ADJUSTED    1 1
 BJ0778
 BJ0778.Superseded values are not recommended for survey control.
 BJ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0778.See file dsdata.txt to determine how the superseded data were derived.
 BJ0778
 BJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP651711(NAD 83)
 BJ0778_MARKER: DB = BENCH MARK DISK
 BJ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0778_STAMPING: A 217 1965
 BJ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0778+STABILITY: SURFACE MOTION
 BJ0778
 BJ0778  HISTORY     - Date     Condition        Report By
 BJ0778  HISTORY     - 1965     MONUMENTED       CGS
 BJ0778  HISTORY     - 1976     GOOD             NGS
 BJ0778
 BJ0778                          STATION DESCRIPTION
 BJ0778
 BJ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0778'4.95 MI NW FROM PORT ALLEN.
 BJ0778'ABOUT 3.95 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE
 BJ0778'AT PORT ALLEN, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN
 BJ0778'FRACTIONAL SECTION 18, T 7 S, R 12 E, 211 FEET WEST OF THE CENTER OF A
 BJ0778'ROAD INTERSECTION, 116 FEET EAST OF AND ACROSS THE ROAD FROM A POWER
 BJ0778'POLE NUMBERED 100, 16 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 BJ0778'GRAVELED ROAD LEADING WEST, 2.0 FEET SOUTHEAST OF A FENCE CORNER POST,
 BJ0778'2.0 FEET SOUTH OF A CREOSOTED WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BJ0778'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. NOTE-- THIS
 BJ0778'MARK IS 0.4 MILE EAST OF AN OLD RAILROAD GRADE LEADING WEST.
 BJ0778
 BJ0778                          STATION RECOVERY (1976)
 BJ0778
 BJ0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0778'3.9 MILES WEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE, THENCE
 BJ0778'1.0 MILE WEST ALONG AN ASPHALT ROAD, 212 FT WEST OF THE CENTER OF THE
 BJ0778'JUNCTION OF A NORTH-SOUTH ASPHALT ROAD, 20 FT SOUTH OF THE CENTER
 BJ0778'LINE OF THE ROAD, 164 FT EAST SOUTHEAST ACROSS THE ROAD FROM
 BJ0778'A POWER LINE POLE WITH A TRANSFORMER, 2 FT SOUTHEAST OF A FENCE
 BJ0778'CORNER, 28 FT EAST OF THE CENTER LINE OF A FIELD ENTRANCE ROAD
 BJ0778'LEADING SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1233 ***********************************************************************
 AU1233  DESIGNATION -  A 221
 AU1233  PID         -  AU1233
 AU1233  STATE/COUNTY-  LA/LAFOURCHE
 AU1233  USGS QUAD   -  MINK BAYOU (1994)
 AU1233
 AU1233                         *CURRENT SURVEY CONTROL
 AU1233  ___________________________________________________________________
 AU1233* NAD 83(1992)-  29 19 18.75831(N)    090 14 23.14466(W)     ADJUSTED  
 AU1233* NAVD 88     -         0.45   (+/-2cm)       1.5  **(feet)  VERTCON   
 AU1233  **This station is located in a subsidence area (see below).
 AU1233  ___________________________________________________________________
 AU1233  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AU1233  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AU1233
 AU1233  HORZ ORDER  -  THIRD
 AU1233  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1233
 AU1233.The horizontal coordinates were established by classical geodetic methods
 AU1233.and adjusted by the National Geodetic Survey in January 1993..
 AU1233.No horizontal observational check was made to the station.
 AU1233
 AU1233 ** The orthometric height has not been validated since last determined
 AU1233 ** by differential leveling and should not be used for control purposes.
 AU1233 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1233 ** area with valid NAVD 88 orthometric heights.
 AU1233 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1233 ** epoch indicated which incorporates improved geoid heights for the
 AU1233 ** Southern Louisiana Subsidence area.
 AU1233 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1233.The vertical order pertains to the NGVD 29 superseded value.
 AU1233
 AU1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1233
 AU1233.The geoid height was determined by GEOID03.
 AU1233
 AU1233;                    North         East     Units Scale Factor Converg.
 AU1233;SPC LA S     -    91,609.413 1,106,222.466   MT  0.99999544   +0 32 48.5
 AU1233;SPC LA S     -   300,555.22  3,629,331.54   sFT  0.99999544   +0 32 48.5
 AU1233;UTM  15      - 3,246,811.384   768,064.166   MT  1.00048678   +1 21 09.1
 AU1233
 AU1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1233!SPC LA S     -   1.00000376  x   0.99999544  =   0.99999920
 AU1233!UTM  15      -   1.00000376  x   1.00048678  =   1.00049054
 AU1233
 AU1233                          SUPERSEDED SURVEY CONTROL
 AU1233
 AU1233  NAD 83(1986)-  29 19 18.77371(N)    090 14 23.15388(W) AD(       ) 3
 AU1233  NGVD 29 (??/??/??)    0.462  (m)            1.52   (f) ADJUSTED    1 2
 AU1233
 AU1233.Superseded values are not recommended for survey control.
 AU1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1233.See file dsdata.txt to determine how the superseded data were derived.
 AU1233
 AU1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6806446811(NAD 83)
 AU1233_MARKER: DB = BENCH MARK DISK
 AU1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1233_STAMPING: A 221 1965
 AU1233_MARK LOGO: CGS   
 AU1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1233+STABILITY: SURFACE MOTION
 AU1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1233+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2003
 AU1233
 AU1233  HISTORY     - Date     Condition        Report By
 AU1233  HISTORY     - 1965     MONUMENTED       CGS
 AU1233  HISTORY     - 1979     GOOD             NGS
 AU1233  HISTORY     - 1982     MARK NOT FOUND   NGS
 AU1233  HISTORY     - 20030325 GOOD             LADTD
 AU1233
 AU1233                          STATION DESCRIPTION
 AU1233
 AU1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1233'4.95 MI S FROM GOLDEN MEADOW.
 AU1233'4.95 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE GOLDEN MEADOW HIGH
 AU1233'SCHOOL AT GOLDEN MEADOW, IN FRACTIONAL SECTION 28, T 20 S, R 22 E, 0.5
 AU1233'MILE SOUTH OF THE UNITED GAS LINE PASSING UNDER THE HIGHWAY, 52 FEET
 AU1233'WEST OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET WEST OF A
 AU1233'TELEPHONE POLE, 11.3 FEET EAST OF A 15-INCH GUM TREE BEARING A
 AU1233'TRIANGULAR BLAZE ON THE EAST SIDE, 1.4 FEET WEST OF A WOODEN WITNESS
 AU1233'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 AU1233'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 AU1233
 AU1233                          STATION RECOVERY (1979)
 AU1233
 AU1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AU1233'THIS BENCH MARK WAS TIED TO TRIANGULATION ICE 1934,BEING 192.70 FEET
 AU1233'WEST OF TRIANGULATION STATION MARK ICE 1934.
 AU1233
 AU1233                          STATION RECOVERY (1982)
 AU1233
 AU1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1233'AT THIS DATE THE TELEPHONE POLE AND GUM TREE HAVE BEEN
 AU1233'REMOVED AND THERE IS VERY DENSE UNDERGROWTH.
 AU1233
 AU1233                          STATION RECOVERY (2003)
 AU1233
 AU1233'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 AU1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0272 ***********************************************************************
 BK0272  DESIGNATION -  A 224
 BK0272  PID         -  BK0272
 BK0272  STATE/COUNTY-  LA/ACADIA
 BK0272  USGS QUAD   -  CROWLEY WEST (1987)
 BK0272
 BK0272                         *CURRENT SURVEY CONTROL
 BK0272  ___________________________________________________________________
 BK0272* NAD 83(1992)-  30 09 55.57781(N)    092 28 54.32076(W)     ADJUSTED  
 BK0272* NAVD 88     -         4.13   (+/-2cm)      13.5  **(feet)  VERTCON   
 BK0272  **This station is located in a subsidence area (see below).
 BK0272  ___________________________________________________________________
 BK0272  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK0272  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0272
 BK0272  HORZ ORDER  -  SECOND
 BK0272  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0272
 BK0272.This mark is at Crowley/le Gros Mem Airport (3R2)
 BK0272
 BK0272.The horizontal coordinates were established by classical geodetic methods
 BK0272.and adjusted by the National Geodetic Survey in January 1993..
 BK0272
 BK0272 ** The orthometric height has not been validated since last determined
 BK0272 ** by differential leveling and should not be used for control purposes.
 BK0272 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0272 ** area with valid NAVD 88 orthometric heights.
 BK0272 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0272 ** epoch indicated which incorporates improved geoid heights for the
 BK0272 ** Southern Louisiana Subsidence area.
 BK0272 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0272.The vertical order pertains to the NGVD 29 superseded value.
 BK0272
 BK0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0272
 BK0272.The geoid height was determined by GEOID03.
 BK0272
 BK0272;                    North         East     Units Scale Factor Converg.
 BK0272;SPC LA S     -   185,158.839   889,386.858   MT  0.99992985   -0 34 27.2
 BK0272;SPC LA S     -   607,475.29  2,917,930.05   sFT  0.99992985   -0 34 27.2
 BK0272;UTM  15      - 3,337,230.890   549,900.681   MT  0.99963072   +0 15 37.5
 BK0272
 BK0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0272!SPC LA S     -   1.00000364  x   0.99992985  =   0.99993349
 BK0272!UTM  15      -   1.00000364  x   0.99963072  =   0.99963435
 BK0272
 BK0272|---------------------------------------------------------------------|
 BK0272| PID    Reference Object                     Distance      Geod. Az  |
 BK0272|                                                           dddmmss.s |
 BK0272| BK2823 LEGROS APT                            8.442 METERS 11250     |
 BK0272| BK0784 WILD RESET                          APPROX. 2.3 KM 2383944.1 |
 BK0272|---------------------------------------------------------------------|
 BK0272
 BK0272                          SUPERSEDED SURVEY CONTROL
 BK0272
 BK0272  NAD 83(1986)-  30 09 55.59756(N)    092 28 54.31522(W) AD(       ) 2
 BK0272  NAD 27      -  30 09 54.85503(N)    092 28 53.82605(W) AD(       ) 2
 BK0272  NGVD 29 (??/??/??)    4.123  (m)           13.53   (f) ADJUSTED    1 2
 BK0272
 BK0272.Superseded values are not recommended for survey control.
 BK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0272.See file dsdata.txt to determine how the superseded data were derived.
 BK0272
 BK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4990137231(NAD 83)
 BK0272_MARKER: DB = BENCH MARK DISK
 BK0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0272_STAMPING: A 224 1965
 BK0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0272+STABILITY: SURFACE MOTION
 BK0272
 BK0272  HISTORY     - Date     Condition        Report By
 BK0272  HISTORY     - 1965     MONUMENTED       CGS
 BK0272  HISTORY     - 1974     GOOD             NGS
 BK0272  HISTORY     - 1974     GOOD             NGS
 BK0272  HISTORY     - 19910905 GOOD             USPSQD
 BK0272  HISTORY     - 19971017 GOOD             USPSQD
 BK0272  HISTORY     - 20041231 MARK NOT FOUND   USPSQD
 BK0272
 BK0272                          STATION DESCRIPTION
 BK0272
 BK0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BK0272'2.1 MI SE FROM MIDLAND.
 BK0272'ABOUT 0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0272'RAILROAD STATION AT MIDLAND, THENCE 1.05 MILE EAST ALONG A GRAVELED
 BK0272'ROAD, THENCE 0.25 MILE SOUTH ALONG A GRAVELED ROAD, IN FRACTIONAL
 BK0272'SECTION 20, T 10 S, R 1 W, 167 YARDS NORTH OF THE CENTER LINE OF AN
 BK0272'EAST-WEST CONCRETE RUNWAY AT THE LEGRAS MEMORIAL AIRPORT, 97 FEET
 BK0272'SOUTH OF AN EAST-WEST FENCE, 60 FEET WEST OF THE CENTER LINE OF A
 BK0272'NORTH-SOUTH GRAVELED ROAD, 25 FEET SOUTH OF THE CENTER LINE OF AN
 BK0272'EAST-WEST GRAVELED ROAD, 2.7 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 BK0272'BEACON TOWER, 14.4 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 BK0272'CONCRETE BUILDING, 1.0 FOOT WEST OF A WOODEN WITNESS POST, ABOUT LEVEL
 BK0272'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BK0272'NOTE-- A PORTION OF THE EAST SIDE OF THE MONUMENT HAS BEEN CHIPPED
 BK0272'AWAY.
 BK0272
 BK0272                          STATION RECOVERY (1974)
 BK0272
 BK0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK0272'THE STATION IS ABOUT 8 MILES SOUTHWEST OF CROWLEY, 2-1/2 MILES
 BK0272'SOUTHWEST OF ESTHERWOOD, 2 MILES SOUTH-SOUTHEAST OF MIDLAND, IN THE
 BK0272'NORTHEAST CORNER OF LEGROS MEMORIAL AIRPORT AND ON PROPERTY OWNED
 BK0272'BY ACADIA PARISH AND THE POLICE JURY.
 BK0272'
 BK0272'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK0272'HIGHWAY 91 IN MIDLAND, GO SOUTH ON HIGHWAY 91 FOR 0.9 MILE TO A
 BK0272'GRAVELED SIDE ROAD LEFT (JUST NORTH OF A SCHOOL).  TURN LEFT AND GO
 BK0272'EAST ON THE GRAVELED ROAD FOR 1.05 MILES TO A CROSSROAD AND BM A
 BK0272'163 AS DESCRIBED.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR
 BK0272'0.2 MILE TO A BEACON AND THE STATION AS DESCRIBED.
 BK0272'
 BK0272'BM A 224, STAMPED A 224 1965, IS A STANDARD BENCH MARK DISK SET IN
 BK0272'A ROUND CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS 59 FEET WEST
 BK0272'OF CENTER OF THE GRAVELED ROAD, 27.5 FEET SOUTH OF CENTER OF THE
 BK0272'PAVED ROAD, 14.5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BK0272'BUILDING, 3 FEET SOUTH OF TEH SOUTHEAST LEG OF THE BEACON AND 1
 BK0272'FOOT WEST OF A WOODEN WITNESS POST.
 BK0272'
 BK0272'NEAREST TOWN--MIDLAND.
 BK0272
 BK0272                          STATION RECOVERY (1974)
 BK0272
 BK0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0272'RECOVERED IN GOOD CONDITION.
 BK0272
 BK0272                          STATION RECOVERY (1991)
 BK0272
 BK0272'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0272'RECOVERED IN GOOD CONDITION.
 BK0272
 BK0272                          STATION RECOVERY (1997)
 BK0272
 BK0272'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK0272'RECOVERED IN GOOD CONDITION.
 BK0272
 BK0272                          STATION RECOVERY (2004)
 BK0272
 BK0272'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1424 ***********************************************************************
 BH1424  DESIGNATION -  A 23
 BH1424  PID         -  BH1424
 BH1424  STATE/COUNTY-  LA/WASHINGTON
 BH1424  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1424
 BH1424                         *CURRENT SURVEY CONTROL
 BH1424  ___________________________________________________________________
 BH1424* NAD 83(1986)-  30 46 37.     (N)    089 51 55.     (W)     SCALED    
 BH1424* NAVD 88     -        31.812  (meters)     104.37   (feet)  ADJUSTED  
 BH1424  ___________________________________________________________________
 BH1424  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BH1424  DYNAMIC HT  -          31.770 (meters)     104.23  (feet)  COMP
 BH1424  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 BH1424
 BH1424  VERT ORDER  -  SECOND    CLASS 0
 BH1424
 BH1424.The horizontal coordinates were scaled from a topographic map and have
 BH1424.an estimated accuracy of +/- 6 seconds.
 BH1424
 BH1424.The orthometric height was determined by differential leveling
 BH1424.and adjusted by the National Geodetic Survey in February 1994..
 BH1424
 BH1424.The geoid height was determined by GEOID03.
 BH1424
 BH1424.The dynamic height is computed by dividing the NAVD 88
 BH1424.geopotential number by the normal gravity value computed on the
 BH1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1424.degrees latitude (g = 980.6199 gals.).
 BH1424
 BH1424.The modeled gravity was interpolated from observed gravity values.
 BH1424
 BH1424;                    North         East    Units  Estimated Accuracy
 BH1424;SPC LA S     -   253,290.    1,140,530.      MT  (+/- 180 meters Scaled)
 BH1424
 BH1424                          SUPERSEDED SURVEY CONTROL
 BH1424
 BH1424  NGVD 29 (??/??/??)   31.893  (m)          104.64   (f) ADJUSTED    2 0
 BH1424
 BH1424.Superseded values are not recommended for survey control.
 BH1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1424.See file dsdata.txt to determine how the superseded data were derived.
 BH1424
 BH1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV257083(NAD 83)
 BH1424_MARKER: DB = BENCH MARK DISK
 BH1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1424_STAMPING: A 23 1934
 BH1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1424+STABILITY: SURFACE MOTION
 BH1424
 BH1424  HISTORY     - Date     Condition        Report By
 BH1424  HISTORY     - 1934     MONUMENTED       CGS
 BH1424  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH1424  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH1424
 BH1424                          STATION DESCRIPTION
 BH1424
 BH1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1424'IN BOGALUSA.
 BH1424'AT BOGALUSA, WASHINGTON PARISH, ON THE GULF, MOBILE AND OHIO RAILROAD,
 BH1424'210 FEET SOUTH OF THE CROSSING OF A PRIVATE ROAD LEADING TO THE GREAT
 BH1424'SOUTHERN LUMBER CO. PROPERTY, AND 30 FEET WEST OF THE CENTERLINE OF
 BH1424'THE MAIN TRACK.  A STANDARD DISK, STAMPED A 23 1934 AND SET IN THE TOP
 BH1424'OF A CONCRETE POST.
 BH1424
 BH1424                          STATION RECOVERY (1979)
 BH1424
 BH1424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH1424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0613 ***********************************************************************
 BX0613  DESIGNATION -  A 230
 BX0613  PID         -  BX0613
 BX0613  STATE/COUNTY-  LA/RAPIDES
 BX0613  USGS QUAD   -  ALEXANDRIA (1992)
 BX0613
 BX0613                         *CURRENT SURVEY CONTROL
 BX0613  ___________________________________________________________________
 BX0613* NAD 83(1986)-  31 19 44.     (N)    092 25 43.     (W)     SCALED    
 BX0613* NAVD 88     -        34.06   (+/-2cm)     111.7    (feet)  VERTCON   
 BX0613  ___________________________________________________________________
 BX0613  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX0613  OBS GRAVITY -     979,415.5   (mgal)                       GRAV_OBS
 BX0613
 BX0613  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0613
 BX0613.The horizontal coordinates were scaled from a topographic map and have
 BX0613.an estimated accuracy of +/- 6 seconds.
 BX0613
 BX0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0613.The vertical order pertains to the NGVD 29 superseded value.
 BX0613
 BX0613.The geoid height was determined by GEOID03.
 BX0613.The observed gravity was obtained from relative gravimeter ties
 BX0613.to the IGSN71 gravity network.
 BX0613
 BX0613;                    North         East    Units  Estimated Accuracy
 BX0613;SPC LA N     -    91,910.    1,006,790.      MT  (+/- 180 meters Scaled)
 BX0613
 BX0613                          SUPERSEDED SURVEY CONTROL
 BX0613
 BX0613  NGVD 29 (??/??/??)   34.045  (m)          111.70   (f) ADJUSTED    1 2
 BX0613
 BX0613.Superseded values are not recommended for survey control.
 BX0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0613.See file dsdata.txt to determine how the superseded data were derived.
 BX0613
 BX0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ543661(NAD 83)
 BX0613_MARKER: DB = BENCH MARK DISK
 BX0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0613_SP_SET: FOUNDATION
 BX0613_STAMPING: A 230 1965
 BX0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0613
 BX0613  HISTORY     - Date     Condition        Report By
 BX0613  HISTORY     - 1965     MONUMENTED       CGS
 BX0613  HISTORY     - 1966     GOOD             CGS
 BX0613  HISTORY     - 1977     GOOD             NGS
 BX0613  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 BX0613
 BX0613                          STATION DESCRIPTION
 BX0613
 BX0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0613'0.55 MI NE FROM PINEVILLE.
 BX0613'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165 (BUSINESS ROUTE) FROM
 BX0613'THE POST OFFICE AT PINEVILLE, IN SECTION 18, T 4 N, R 1 W, AT THE
 BX0613'JUNCTION OF STATE HIGHWAY 28, 27 FEET NORTHWEST OF THE CENTER LINE OF
 BX0613'THE STATE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF THE U.S.
 BX0613'HIGHWAY, 120.0 FEET SOUTHWEST OF THE SOUTH CORNER OF A CITIES SERVICE
 BX0613'STATION IN THE NORTHEAST SIDE OF A SMALL TRIANGULAR ISLAND DIVIDING
 BX0613'HIGHWAYS AND SERVICE STATION DRIVE, SET IN THE TOP OF THE EAST CORNER
 BX0613'OF THE CONCRETE FOUNDATION OF A NEON LIGHT PROJECTING 5 INCHES ABOVE
 BX0613'THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAYS.
 BX0613
 BX0613                          STATION RECOVERY (1977)
 BX0613
 BX0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0613'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE
 BX0613'FROM THE POST OFFICE AT PINEVILLE, AT THE JUNCTION OF STATE
 BX0613'HIGHWAY 3100, 27 FEET NORTHWEST OF THE CENTER LINE OF STATE
 BX0613'HIGHWAY 3100, 33 FEET EAST OF THE CENTER LINE OF THE U.S.
 BX0613'HIGHWAY, 120 FEET SOUTHWEST OF THE SOUTH CORNER OF A CITIES SER-
 BX0613'VICE GAS STATION, IN THE NORTHEAST SIDE OF A SMALL TRIANGULAR
 BX0613'ISLAND DIVIDING HIGHWAYS AND SERVICE STATION DRIVE, IN TOP OF
 BX0613'THE EAST CORNER OF THE FOUNDATION FOR A NEON LIGHT.
 BX0613
 BX0613                          STATION RECOVERY (1993)
 BX0613
 BX0613'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0066 ***********************************************************************
 BX0066  DESIGNATION -  A 232
 BX0066  PID         -  BX0066
 BX0066  STATE/COUNTY-  LA/GRANT
 BX0066  USGS QUAD   -  TULLOS (1984)
 BX0066
 BX0066                         *CURRENT SURVEY CONTROL
 BX0066  ___________________________________________________________________
 BX0066* NAD 83(1986)-  31 47 11.     (N)    092 22 26.     (W)     SCALED    
 BX0066* NAVD 88     -        24.02   (+/-2cm)      78.8    (feet)  VERTCON   
 BX0066  ___________________________________________________________________
 BX0066  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0066
 BX0066  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0066
 BX0066.The horizontal coordinates were scaled from a topographic map and have
 BX0066.an estimated accuracy of +/- 6 seconds.
 BX0066
 BX0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0066.The vertical order pertains to the NGVD 29 superseded value.
 BX0066
 BX0066.The geoid height was determined by GEOID03.
 BX0066
 BX0066;                    North         East    Units  Estimated Accuracy
 BX0066;SPC LA N     -   142,640.    1,011,940.      MT  (+/- 180 meters Scaled)
 BX0066
 BX0066                          SUPERSEDED SURVEY CONTROL
 BX0066
 BX0066  NGVD 29 (??/??/??)   24.037  (m)           78.86   (f) ADJUSTED    1 2
 BX0066
 BX0066.Superseded values are not recommended for survey control.
 BX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0066.See file dsdata.txt to determine how the superseded data were derived.
 BX0066
 BX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR592169(NAD 83)
 BX0066_MARKER: DB = BENCH MARK DISK
 BX0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0066_STAMPING: A 232 1965
 BX0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0066+STABILITY: SURFACE MOTION
 BX0066
 BX0066  HISTORY     - Date     Condition        Report By
 BX0066  HISTORY     - 1965     MONUMENTED       CGS
 BX0066
 BX0066                          STATION DESCRIPTION
 BX0066
 BX0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0066'1.65 MI N FROM GEORGETOWN.
 BX0066'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0066'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 4, T 9 N, R 1 E,
 BX0066'ABOUT 250 FEET WEST OF AND ACROSS THE TRACK FROM MILEPOST 560, 96 FEET
 BX0066'WEST OF THE CENTER OF THE CROSSING OF A NARROW GRAVELED ROAD, 82 1/2
 BX0066'FEET NORTHWEST OF THE NORTHWEST RAIL, 48 FEET SOUTHEAST OF THE CENTER
 BX0066'LINE OF A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 165, 59 FEET
 BX0066'SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 68 FEET
 BX0066'NORTH-NORTHEAST OF A TELEPHONE POLE BRACED BY 3 GUY WIRES, 1.0 FOOT
 BX0066'SOUTH OF A METAL WITNESS POST, ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE
 BX0066'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1504 ***********************************************************************
 AU1504  DESIGNATION -  A 233
 AU1504  PID         -  AU1504
 AU1504  STATE/COUNTY-  LA/TERREBONNE
 AU1504  USGS QUAD   -  HOUMA (1980)
 AU1504
 AU1504                         *CURRENT SURVEY CONTROL
 AU1504  ___________________________________________________________________
 AU1504* NAD 83(1992)-  29 33 12.78718(N)    090 38 19.77979(W)     ADJUSTED  
 AU1504* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1504  **This station is located in a subsidence area (see below).
 AU1504  ___________________________________________________________________
 AU1504  X           -     -61,910.627 (meters)                     COMP
 AU1504  Y           -  -5,552,468.293 (meters)                     COMP
 AU1504  Z           -   3,127,408.370 (meters)                     COMP
 AU1504  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU1504  ELLIP HEIGHT-         -23.07  (meters)          (02/21/02) GPS OBS
 AU1504  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU1504  DYNAMIC HT  -           2.2   (meters)       7.    (feet)  COMP
 AU1504  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 AU1504
 AU1504  HORZ ORDER  -  FIRST
 AU1504  VERT ORDER  -  THIRD (See Below)
 AU1504  ELLP ORDER  -  FIFTH     CLASS I
 AU1504
 AU1504.The horizontal coordinates were established by GPS observations
 AU1504.and adjusted by the National Geodetic Survey in December 1998..
 AU1504
 AU1504 ** The orthometric height has not been validated since last determined
 AU1504 ** by differential leveling and should not be used for control purposes.
 AU1504 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1504 ** area with valid NAVD 88 orthometric heights.
 AU1504 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1504 ** epoch indicated which incorporates improved geoid heights for the
 AU1504 ** Southern Louisiana Subsidence area.
 AU1504 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1504.The orthometric height was scaled from a topographic map.
 AU1504.The vertical order pertains to the first NAVD 88 superseded value.
 AU1504
 AU1504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1504
 AU1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1504
 AU1504.The ellipsoidal height was determined by GPS observations
 AU1504.and is referenced to NAD 83.
 AU1504
 AU1504.The geoid height was determined by GEOID03.
 AU1504
 AU1504.The dynamic height is computed by dividing the NAVD 88
 AU1504.geopotential number by the normal gravity value computed on the
 AU1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1504.degrees latitude (g = 980.6199 gals.).
 AU1504
 AU1504.The modeled gravity was interpolated from observed gravity values.
 AU1504
 AU1504;                    North         East     Units Scale Factor Converg.
 AU1504;SPC LA S     -   116,985.373 1,067,304.797   MT  0.99995602   +0 20 50.1
 AU1504;SPC LA S     -   383,809.51  3,501,649.15   sFT  0.99995602   +0 20 50.1
 AU1504;UTM  15      - 3,271,642.898   728,775.505   MT  1.00024584   +1 09 54.4
 AU1504
 AU1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1504!SPC LA S     -   1.00000362  x   0.99995602  =   0.99995964
 AU1504!UTM  15      -   1.00000362  x   1.00024584  =   1.00024946
 AU1504
 AU1504:                Primary Azimuth Mark                     Grid Az
 AU1504:SPC LA S     -  A 233 AZ MK                              135 51 27.1
 AU1504:UTM  15      -  A 233 AZ MK                              135 02 22.8
 AU1504
 AU1504|---------------------------------------------------------------------|
 AU1504| PID    Reference Object                     Distance      Geod. Az  |
 AU1504|                                                           dddmmss.s |
 AU1504| AH6389 A 233 AZ MK                         APPROX. 0.6 KM 1361217.2 |
 AU1504|---------------------------------------------------------------------|
 AU1504
 AU1504                          SUPERSEDED SURVEY CONTROL
 AU1504
 AU1504  ELLIP H (12/17/98)  -23.02   (m)                       GP(       ) 4 2
 AU1504  NAVD 88 (12/17/98)    2.24   (m)            7.3    (f) LEVELING    3  
 AU1504  NGVD 29 (??/??/??)    2.152  (m)            7.06   (f) ADJUSTED    1 2
 AU1504
 AU1504.Superseded values are not recommended for survey control.
 AU1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1504.See file dsdata.txt to determine how the superseded data were derived.
 AU1504
 AU1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2877671643(NAD 83)
 AU1504_MARKER: DB = BENCH MARK DISK
 AU1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1504_SP_SET: CONCRETE POST
 AU1504_STAMPING: A 233 1965
 AU1504_MARK LOGO: CGS   
 AU1504_PROJECTION: FLUSH
 AU1504_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1504+STABILITY: SURFACE MOTION
 AU1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1504+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1995
 AU1504
 AU1504  HISTORY     - Date     Condition        Report By
 AU1504  HISTORY     - 1965     MONUMENTED       CGS
 AU1504  HISTORY     - 1966     GOOD             CGS
 AU1504  HISTORY     - 1982     GOOD             LADTD
 AU1504  HISTORY     - 19930608 GOOD             LADTD
 AU1504  HISTORY     - 19950107 GOOD             MPHI
 AU1504
 AU1504                          STATION DESCRIPTION
 AU1504
 AU1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1504'6.65 MI E FROM HOUMA.
 AU1504'5.7 MILES EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1504'THENCE 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 56, AT A UNITED GAS
 AU1504'LINE CROSSING UNDER THE HIGHWAY, IN SECTION 17, T 17 S, R 18 E, 0.15
 AU1504'MILE SOUTHEAST OF THE JUNCTION OF THE HIGHWAY WITH WOODLAWN RANCH
 AU1504'ROAD, 54 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9.6
 AU1504'FEET SOUTH OF THE SOUTH PIPE FENCE CORNER IN A MESH FENCE AROUND A
 AU1504'MEASURING AND REGULATING STATION, 32 FEET SOUTHEAST OF A POWER POLE,
 AU1504'1.2 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 AU1504'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AU1504'8 INCHES.
 AU1504
 AU1504                          STATION RECOVERY (1982)
 AU1504
 AU1504'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 AU1504'RECOVERED IN GOOD CONDITION.
 AU1504
 AU1504                          STATION RECOVERY (1993)
 AU1504
 AU1504'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1504'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF
 AU1504'CHAUVIN AND 3.7 MI (6.0 KM) SOUTHEAST OF HOUMA.  OWNERSHIP--LOUISIANA
 AU1504'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION
 AU1504'FROM THE POST OFFICE IN HOUMA, GO EAST FOR 5.7 MI (9.2 KM) ON STATE
 AU1504'HIGHWAY 24 TO THE JUNCTION OF STATE HGIHWAY 56.  CONTINUE SOUTHEAST
 AU1504'FOR 0.95 MI (1.53 KM) ON HIGHWAY 56 TO THE STATION ON THE LEFT SET
 AU1504'NEAR A UNITED GAS REGULATOR STATION.  THE STATION IS 54.5 FT (16.6 M)
 AU1504'NORTHEAST FROM THE CENTER OF THE HIGHWAY, 28.0 FT (8.5 M) EAST FROM A
 AU1504'VENT PIPE FOR THE GAS LINE, 9.5 FT (2.9 M) SOUTH-SOUTHEAST FROM THE
 AU1504'SOUTHWEST CORNER OF THE CHAIN LINK FENCE AROUND THE REGULATOR
 AU1504'STATION, 0.5 FT (15.2 CM) SOUTHWEST FROM A FIBERGLASS WITNESS POST,
 AU1504'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M)
 AU1504'BELOW THE LEVEL OF THE HIGHWAY.
 AU1504
 AU1504                          STATION RECOVERY (1995)
 AU1504
 AU1504'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1504'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6389 ***********************************************************************
 AH6389  DESIGNATION -  A 233 AZ MK
 AH6389  PID         -  AH6389
 AH6389  STATE/COUNTY-  LA/TERREBONNE
 AH6389  USGS QUAD   -  HOUMA (1980)
 AH6389
 AH6389                         *CURRENT SURVEY CONTROL
 AH6389  ___________________________________________________________________
 AH6389* NAD 83(1992)-  29 32 59.09584(N)    090 38 04.76648(W)     ADJUSTED  
 AH6389* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6389  **This station is located in a subsidence area (see below).
 AH6389  ___________________________________________________________________
 AH6389  X           -     -61,508.784 (meters)                     COMP
 AH6389  Y           -  -5,552,680.627 (meters)                     COMP
 AH6389  Z           -   3,127,041.617 (meters)                     COMP
 AH6389  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6389  ELLIP HEIGHT-         -23.14  (meters)          (02/21/02) GPS OBS
 AH6389  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH6389
 AH6389  HORZ ORDER  -  FIRST
 AH6389  ELLP ORDER  -  FIFTH     CLASS I
 AH6389
 AH6389.The horizontal coordinates were established by GPS observations
 AH6389.and adjusted by the National Geodetic Survey in December 1998..
 AH6389
 AH6389 ** The orthometric height has not been validated since last determined
 AH6389 ** by differential leveling and should not be used for control purposes.
 AH6389 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6389 ** area with valid NAVD 88 orthometric heights.
 AH6389 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6389 ** epoch indicated which incorporates improved geoid heights for the
 AH6389 ** Southern Louisiana Subsidence area.
 AH6389 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6389.The orthometric height was determined by GPS observations and a
 AH6389.high-resolution geoid model.
 AH6389
 AH6389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6389
 AH6389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6389
 AH6389.The ellipsoidal height was determined by GPS observations
 AH6389.and is referenced to NAD 83.
 AH6389
 AH6389.The geoid height was determined by GEOID03.
 AH6389
 AH6389;                    North         East     Units Scale Factor Converg.
 AH6389;SPC LA S     -   116,566.296 1,067,711.514   MT  0.99995653   +0 20 57.6
 AH6389;SPC LA S     -   382,434.59  3,502,983.53   sFT  0.99995653   +0 20 57.6
 AH6389;UTM  15      - 3,271,229.549   729,188.282   MT  1.00024817   +1 10 01.4
 AH6389
 AH6389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6389!SPC LA S     -   1.00000363  x   0.99995653  =   0.99996016
 AH6389!UTM  15      -   1.00000363  x   1.00024817  =   1.00025181
 AH6389
 AH6389:                Primary Azimuth Mark                     Grid Az
 AH6389:SPC LA S     -  A 233                                    315 51 27.0
 AH6389:UTM  15      -  A 233                                    315 02 23.2
 AH6389
 AH6389|---------------------------------------------------------------------|
 AH6389| PID    Reference Object                     Distance      Geod. Az  |
 AH6389|                                                           dddmmss.s |
 AH6389| AU1504 A 233                               APPROX. 0.6 KM 3161224.6 |
 AH6389|---------------------------------------------------------------------|
 AH6389
 AH6389                          SUPERSEDED SURVEY CONTROL
 AH6389
 AH6389  ELLIP H (12/17/98)  -23.09   (m)                       GP(       ) 4 2
 AH6389
 AH6389.Superseded values are not recommended for survey control.
 AH6389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6389.See file dsdata.txt to determine how the superseded data were derived.
 AH6389
 AH6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2918871230(NAD 83)
 AH6389_MARKER: DD = SURVEY DISK
 AH6389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6389_STAMPING: A 233 AZ MK 1989
 AH6389_MARK LOGO: GSENG 
 AH6389_PROJECTION: FLUSH
 AH6389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6389+STABILITY: SURFACE MOTION
 AH6389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6389+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6389
 AH6389  HISTORY     - Date     Condition        Report By
 AH6389  HISTORY     - 1990     MONUMENTED       GSENG
 AH6389
 AH6389                          STATION DESCRIPTION
 AH6389
 AH6389'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6389'MONUMENT IS LOCATED EAST OF THE CITY OF HOUMA ALONG THE WESTERLY
 AH6389'RIGHT-OF-WAY OF HIGHWAY 56 APPROXIMATELY 0.5 MI (0.8 KM) SOUTHEAST OF
 AH6389'THE INTERSECTION OF HIGHWAY 56 AND WOODLAWN RANCH ROAD. TOWNSHIP 17
 AH6389'SOUTH RANGE 18 EAST SECTION 17. MONUMENT IS LOCATED IN A TURN AROUND
 AH6389'AREA IMMEDIATELY SOUTHEAST OF A DRAINAGE DITCH THAT TURNS TO A
 AH6389'SOUTHERLY DIRECTION ALONG THE HIGHWAY. MONUMENT IS A TERREBONNE PARISH
 AH6389'L.I.S. BRASS DISK SET IN CONCRETE AND IS RECESSED 0.35 FT (10.67 CM)
 AH6389'BELOW THE SURFACE OF THE GROUND. MONUMENT IS STAMPED A 233 AZ MK 1989.
 AH6389'MONUMENT IS 0.3 MI (0.5 KM) SOUTHEAST OF MONUMENT A 233, 30.22 FT
 AH6389'(9.21 M) SOUTHWEST OF A NAIL/SHINER SET IN THE CENTERLINE OF THE
 AH6389'HIGHWAY, 21.15 FT (6.45 M) SOUTH, AND 22.05 FT (6.72 M) NORTHWESTERLY
 AH6389'OF NAILS/SHINERS ALONG THE EDGE OF THE ROAD, APPROXIMATELY 18.0 FT
 AH6389'(5.5 M) SOUTHEAST OF THE DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2057 ***********************************************************************
 BJ2057  DESIGNATION -  A 234
 BJ2057  PID         -  BJ2057
 BJ2057  STATE/COUNTY-  LA/IBERIA
 BJ2057  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2057
 BJ2057                         *CURRENT SURVEY CONTROL
 BJ2057  ___________________________________________________________________
 BJ2057* NAD 83(1986)-  30 02 12.     (N)    091 27 29.     (W)     SCALED    
 BJ2057* NAVD 88     -         2.97   (+/-2cm)       9.7    (feet)  VERTCON   
 BJ2057  ___________________________________________________________________
 BJ2057  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ2057
 BJ2057  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2057
 BJ2057.The horizontal coordinates were scaled from a topographic map and have
 BJ2057.an estimated accuracy of +/- 6 seconds.
 BJ2057
 BJ2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2057.The vertical order pertains to the NGVD 29 superseded value.
 BJ2057
 BJ2057.The geoid height was determined by GEOID03.
 BJ2057
 BJ2057;                    North         East    Units  Estimated Accuracy
 BJ2057;SPC LA S     -   170,340.      987,970.      MT  (+/- 180 meters Scaled)
 BJ2057
 BJ2057                          SUPERSEDED SURVEY CONTROL
 BJ2057
 BJ2057  NGVD 29 (??/??/??)    3.007  (m)            9.87   (f) ADJUSTED    1 2
 BJ2057
 BJ2057.Superseded values are not recommended for survey control.
 BJ2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2057.See file dsdata.txt to determine how the superseded data were derived.
 BJ2057
 BJ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP486238(NAD 83)
 BJ2057_MARKER: DB = BENCH MARK DISK
 BJ2057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2057_STAMPING: A 234 1965
 BJ2057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2057
 BJ2057  HISTORY     - Date     Condition        Report By
 BJ2057  HISTORY     - 1965     MONUMENTED       CGS
 BJ2057  HISTORY     - 1966     GOOD             CGS
 BJ2057
 BJ2057                          STATION DESCRIPTION
 BJ2057
 BJ2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2057'19.5 MI NE FROM CHARENTON.
 BJ2057'ABOUT 0.2 MILE NORTHWEST ALONG STATE ROAD 326 FROM THE POST OFFICE AT
 BJ2057'CHARENTON, THENCE 0.2 MILE NORTHEAST ALONG STATE ROAD 324, THENCE 0.1
 BJ2057'MILE NORTHWEST ALONG STATE ROAD 87, THENCE 0.9 MILE NORTHEAST ALONG
 BJ2057'THE CHARENTON FLOOD GATE ROAD, THENCE 4.8 MILES SOUTHEAST ALONG A
 BJ2057'GRAVELED ROAD ON THE TOP OF A LEVEE, THENCE 1.2 MILES NORTHEAST ACROSS
 BJ2057'GRAND LAKE TO THE NORTHEAST BANK OF THE ATCHAFALAYA RIVER, THENCE 8.4
 BJ2057'MILES NORTH ALONG THE RIVER BANK, THENCE 2.4 MILES NORTHEAST THROUGH
 BJ2057'TIMBER AND ALONG A SMALL CANAL TO THE NORTHEAST POINT OF TURKEY
 BJ2057'ISLAND, THENCE 0.6 MILE SOUTHEAST ACROSS HOG ISLAND PASS TO THE SOUTH
 BJ2057'POINT OF HOG ISLAND, THENCE 0.7 MILE NORTHEAST ALONG THE BANK OF
 BJ2057'KEELBOAT PASS, IN SECTION 9, T 12 S, R 9 E, ABOUT 0.1 MILE WEST AND
 BJ2057'ACROSS A CANAL FROM A GREEN CORRUGATED METAL HUNTING CABIN, 75 FEET
 BJ2057'NORTHWEST OF THE NORTHWEST BANK OF THE CANAL, 1.4 FEET NORTHWEST OF A
 BJ2057'METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE WATER, A DISK
 BJ2057'SET IN THE TOP OF A 5-INCH CAST IRON PIPE THAT IS FILLED WITH CONCRETE
 BJ2057'AND WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2683 ***********************************************************************
 BJ2683  DESIGNATION -  A 235
 BJ2683  PID         -  BJ2683
 BJ2683  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2683  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2683
 BJ2683                         *CURRENT SURVEY CONTROL
 BJ2683  ___________________________________________________________________
 BJ2683* NAD 83(1986)-  30 45 56.     (N)    091 45 01.     (W)     SCALED    
 BJ2683* NAVD 88     -         9.94   (+/-2cm)      32.6    (feet)  VERTCON   
 BJ2683  ___________________________________________________________________
 BJ2683  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ2683
 BJ2683  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2683
 BJ2683.The horizontal coordinates were scaled from a topographic map and have
 BJ2683.an estimated accuracy of +/- 6 seconds.
 BJ2683
 BJ2683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2683.The vertical order pertains to the NGVD 29 superseded value.
 BJ2683
 BJ2683.The geoid height was determined by GEOID03.
 BJ2683
 BJ2683;                    North         East    Units  Estimated Accuracy
 BJ2683;SPC LA S     -   251,200.      960,080.      MT  (+/- 180 meters Scaled)
 BJ2683
 BJ2683                          SUPERSEDED SURVEY CONTROL
 BJ2683
 BJ2683  NGVD 29 (??/??/??)    9.936  (m)           32.60   (f) ADJUSTED    1 2
 BJ2683
 BJ2683.Superseded values are not recommended for survey control.
 BJ2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2683.See file dsdata.txt to determine how the superseded data were derived.
 BJ2683
 BJ2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ196042(NAD 83)
 BJ2683_MARKER: DB = BENCH MARK DISK
 BJ2683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ2683_SP_SET: ABUTMENT
 BJ2683_STAMPING: A 235 1966
 BJ2683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2683
 BJ2683  HISTORY     - Date     Condition        Report By
 BJ2683  HISTORY     - 1966     MONUMENTED       CGS
 BJ2683
 BJ2683                          STATION DESCRIPTION
 BJ2683
 BJ2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2683'6.35 MI NE FROM MELVILLE.
 BJ2683'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2683'STATION AT MELVILLE, THENCE 5.75 MILES NORTH ALONG A LEVEE AND STATE
 BJ2683'ROAD 417, THENCE 0.1 MILE EAST ALONG STATE ROAD 417, SET IN THE TOP OF
 BJ2683'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER
 BJ2683'JOHNSON CANAL, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 BJ2683'LEVEL WITH THE ROAD.  NOTE-- IN SECTION 29, T 3 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0562 ***********************************************************************
 BX0562  DESIGNATION -  A 236
 BX0562  PID         -  BX0562
 BX0562  STATE/COUNTY-  LA/RAPIDES
 BX0562  USGS QUAD   -  HOLLOWAY (1994)
 BX0562
 BX0562                         *CURRENT SURVEY CONTROL
 BX0562  ___________________________________________________________________
 BX0562* NAD 83(1986)-  31 24 51.     (N)    092 11 55.     (W)     SCALED    
 BX0562* NAVD 88     -        24.00   (+/-2cm)      78.7    (feet)  VERTCON   
 BX0562  ___________________________________________________________________
 BX0562  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BX0562
 BX0562  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0562
 BX0562.The horizontal coordinates were scaled from a topographic map and have
 BX0562.an estimated accuracy of +/- 6 seconds.
 BX0562
 BX0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0562.The vertical order pertains to the NGVD 29 superseded value.
 BX0562
 BX0562.The geoid height was determined by GEOID03.
 BX0562
 BX0562;                    North         East    Units  Estimated Accuracy
 BX0562;SPC LA N     -   101,400.    1,028,660.      MT  (+/- 180 meters Scaled)
 BX0562
 BX0562                          SUPERSEDED SURVEY CONTROL
 BX0562
 BX0562  NGVD 29 (12/01/98)   23.984  (m)           78.69   (f) ADJUSTED    1 2
 BX0562
 BX0562.Superseded values are not recommended for survey control.
 BX0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0562.See file dsdata.txt to determine how the superseded data were derived.
 BX0562
 BX0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ761757(NAD 83)
 BX0562_MARKER: DB = BENCH MARK DISK
 BX0562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX0562_SP_SET: CULVERT HEADWALL
 BX0562_STAMPING: A 236 1966
 BX0562_MARK LOGO: CGS   
 BX0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0562+STABILITY: SURFACE MOTION
 BX0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0562+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1993
 BX0562
 BX0562  HISTORY     - Date     Condition        Report By
 BX0562  HISTORY     - 1966     MONUMENTED       CGS
 BX0562  HISTORY     - 19930818 GOOD             LADTD
 BX0562  HISTORY     - 19990424 GOOD             USPSQD
 BX0562
 BX0562                          STATION DESCRIPTION
 BX0562
 BX0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0562'9.55 MI NE FROM LIBUSE.
 BX0562'ABOUT 9.55 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0562'AT LIBUSE, IN SECTION 19, T 5 N, R 3 E, 28 FEET SOUTHEAST OF THE
 BX0562'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 BX0562'SOUTHEAST CONCRETE HEAD WALL OF A DOUBLE-CHANNELED CONCRETE CULVERT
 BX0562'THAT WAS BUILT IN 1964, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BX0562'HIGHWAY.
 BX0562
 BX0562                          STATION RECOVERY (1993)
 BX0562
 BX0562'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0562'THE STATION IS LOCATED ABOUT 20.8 MI (33.5 KM) SOUTHWEST OF
 BX0562'JONESVILLE, 9.7 MI (15.6 KM) NORTHEAST OF LIBUSE AND 3.1 MI (5.0 KM)
 BX0562'NORTHEAST OF HOLLOWAY IN SECTION 19, T 5 N, R 3 E.
 BX0562'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BX0562'REACH THE STATION FROM THE POST OFFICE IN LIBUSE, GO EAST FOR 9.7 MI
 BX0562'(15.6 KM) ON STATE HIGHWAY 28 TO THE STATION ON THE RIGHT SET IN
 BX0562'CENTER OF A DOUBLE-CHANNELED HEADWALL.  THE STATION IS 28.0 FT (8.5 M)
 BX0562'SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 11.5 FT (3.5 M)
 BX0562'EAST-NORTHEAST FROM THE SOUTHWEST END OF THE HEADWALL, FLUSH WITH THE
 BX0562'SURFACE OF THE HEADWALL AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 BX0562'THE HIGHWAY.
 BX0562
 BX0562                          STATION RECOVERY (1999)
 BX0562
 BX0562'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1043 ***********************************************************************
 BX1043  DESIGNATION -  A 238
 BX1043  PID         -  BX1043
 BX1043  STATE/COUNTY-  LA/RAPIDES
 BX1043  USGS QUAD   -  RAPIDES (1992)
 BX1043
 BX1043                         *CURRENT SURVEY CONTROL
 BX1043  ___________________________________________________________________
 BX1043* NAD 83(1986)-  31 19 40.     (N)    092 31 32.     (W)     SCALED    
 BX1043* NAVD 88     -        26.157  (meters)      85.82   (feet)  ADJUSTED  
 BX1043  ___________________________________________________________________
 BX1043  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX1043  DYNAMIC HT  -          26.125 (meters)      85.71  (feet)  COMP
 BX1043  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 BX1043
 BX1043  VERT ORDER  -  FIRST     CLASS I
 BX1043
 BX1043.This mark is at Alexandra Intl Airport (AEX)
 BX1043
 BX1043.The horizontal coordinates were scaled from a topographic map and have
 BX1043.an estimated accuracy of +/- 6 seconds.
 BX1043
 BX1043.The orthometric height was determined by differential leveling
 BX1043.and adjusted by the National Geodetic Survey in February 1994..
 BX1043
 BX1043.The geoid height was determined by GEOID03.
 BX1043
 BX1043.The dynamic height is computed by dividing the NAVD 88
 BX1043.geopotential number by the normal gravity value computed on the
 BX1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1043.degrees latitude (g = 980.6199 gals.).
 BX1043
 BX1043.The modeled gravity was interpolated from observed gravity values.
 BX1043
 BX1043;                    North         East    Units  Estimated Accuracy
 BX1043;SPC LA N     -    91,780.      997,570.      MT  (+/- 180 meters Scaled)
 BX1043
 BX1043                          SUPERSEDED SURVEY CONTROL
 BX1043
 BX1043  NAVD 88 (06/15/91)   26.156  (m)           85.81   (f) UNKNOWN     1 1
 BX1043  NGVD 29 (??/??/??)   26.151  (m)           85.80   (f) ADJUSTED    1 1
 BX1043
 BX1043.Superseded values are not recommended for survey control.
 BX1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1043.See file dsdata.txt to determine how the superseded data were derived.
 BX1043
 BX1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ451660(NAD 83)
 BX1043_MARKER: DB = BENCH MARK DISK
 BX1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1043_STAMPING: A 238 1966
 BX1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1043+STABILITY: SURFACE MOTION
 BX1043
 BX1043  HISTORY     - Date     Condition        Report By
 BX1043  HISTORY     - 1966     MONUMENTED       CGS
 BX1043  HISTORY     - 1970     GOOD             NGS
 BX1043  HISTORY     - 1977     GOOD             NGS
 BX1043  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1043
 BX1043                          STATION DESCRIPTION
 BX1043
 BX1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX1043'6.8 MI NW FROM ALEXANDRIA.
 BX1043'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1043'ALEXANDRIA, THENCE 5.15 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1043'RAILROAD, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 498, AT THE MAIN
 BX1043'AND NORTHEAST ENTRANCE TO THE ENGLAND AIR FORCE BASE, 48 FEET
 BX1043'NORTHWEST OF THE WEST CORNER OF THE GUARD HOUSE, 141 1/2 FEET
 BX1043'NORTHEAST OF A LONE 28-INCH PECAN TREE, 29 FEET WEST OF A LIGHT POLE,
 BX1043'20 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE,
 BX1043'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ENTRANCE, AND SET IN THE TOP
 BX1043'OF A CONCRETE POST PROJECTING 7-INCHES.
 BX1043
 BX1043                          STATION RECOVERY (1970)
 BX1043
 BX1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX1043'RECOVERED IN GOOD CONDITION.
 BX1043
 BX1043                          STATION RECOVERY (1977)
 BX1043
 BX1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1043'RECOVERED IN GOOD CONDITION.
 BX1043
 BX1043                          STATION RECOVERY (1999)
 BX1043
 BX1043'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0811 ***********************************************************************
 BX0811  DESIGNATION -  A 239
 BX0811  PID         -  BX0811
 BX0811  STATE/COUNTY-  LA/AVOYELLES
 BX0811  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0811
 BX0811                         *CURRENT SURVEY CONTROL
 BX0811  ___________________________________________________________________
 BX0811* NAD 83(1986)-  31 10 15.     (N)    092 03 50.     (W)     SCALED    
 BX0811* NAVD 88     -        23.54   (+/-2cm)      77.2    (feet)  VERTCON   
 BX0811  ___________________________________________________________________
 BX0811  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX0811
 BX0811  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0811
 BX0811.The horizontal coordinates were scaled from a topographic map and have
 BX0811.an estimated accuracy of +/- 6 seconds.
 BX0811
 BX0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0811.The vertical order pertains to the NGVD 29 superseded value.
 BX0811
 BX0811.The geoid height was determined by GEOID03.
 BX0811
 BX0811;                    North         East    Units  Estimated Accuracy
 BX0811;SPC LA N     -    74,460.    1,041,580.      MT  (+/- 180 meters Scaled)
 BX0811
 BX0811                          SUPERSEDED SURVEY CONTROL
 BX0811
 BX0811  NGVD 29 (??/??/??)   23.502  (m)           77.11   (f) ADJUSTED    1 2
 BX0811
 BX0811.Superseded values are not recommended for survey control.
 BX0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0811.See file dsdata.txt to determine how the superseded data were derived.
 BX0811
 BX0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ892489(NAD 83)
 BX0811_MARKER: DB = BENCH MARK DISK
 BX0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0811_STAMPING: A 239 1966
 BX0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0811+STABILITY: SURFACE MOTION
 BX0811
 BX0811  HISTORY     - Date     Condition        Report By
 BX0811  HISTORY     - 1966     MONUMENTED       CGS
 BX0811  HISTORY     - 1976     MARK NOT FOUND   USGS
 BX0811
 BX0811                          STATION DESCRIPTION
 BX0811
 BX0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0811'2.95 MI N FROM MARKSVILLE.
 BX0811'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0811'COURTHOUSE AT MARKSVILLE, THENCE 1.95 MILES NORTH ALONG STATE HIGHWAY
 BX0811'1192, IN SECTION 56, T 2 N, R 4 E, ABOUT 110 YARDS NORTH OF THE
 BX0811'JUNCTION OF A PAVED ROAD LEADING NORTHEAST, ON PROPERTY BELONGING TO
 BX0811'STROMIN MITCHES 109 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED
 BX0811'ROAD, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 BX0811'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL CONOCO SERVICE STATION,
 BX0811'40 FEET NORTH OF A POWER POLE BEARING A LIGHT AND A TRANSFORMER, 8 1/2
 BX0811'FEET NORTH OF A CORNER FENCE POST, 6 FEET NORTH OF A 3-INCH PINE TREE,
 BX0811'1 FOOT EAST OF A FENCE, ABOUT 1 1/2 FEET BELOW THE LEVEL  OF THE
 BX0811'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX0811
 BX0811                          STATION RECOVERY (1976)
 BX0811
 BX0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BX0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2183 ***********************************************************************
 CP2183  DESIGNATION -  A 24
 CP2183  PID         -  CP2183
 CP2183  STATE/COUNTY-  LA/MOREHOUSE
 CP2183  USGS QUAD   -  BONITA SW (1988)
 CP2183
 CP2183                         *CURRENT SURVEY CONTROL
 CP2183  ___________________________________________________________________
 CP2183* NAD 83(1986)-  32 46 17.     (N)    091 39 03.     (W)     SCALED    
 CP2183* NAVD 88     -        27.783  (meters)      91.15   (feet)  ADJUSTED  
 CP2183  ___________________________________________________________________
 CP2183  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CP2183  DYNAMIC HT  -          27.752 (meters)      91.05  (feet)  COMP
 CP2183  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 CP2183
 CP2183  VERT ORDER  -  SECOND    CLASS 0
 CP2183
 CP2183.The horizontal coordinates were scaled from a topographic map and have
 CP2183.an estimated accuracy of +/- 6 seconds.
 CP2183
 CP2183.The orthometric height was determined by differential leveling
 CP2183.and adjusted by the National Geodetic Survey in June 1991..
 CP2183
 CP2183.The geoid height was determined by GEOID03.
 CP2183
 CP2183.The dynamic height is computed by dividing the NAVD 88
 CP2183.geopotential number by the normal gravity value computed on the
 CP2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2183.degrees latitude (g = 980.6199 gals.).
 CP2183
 CP2183.The modeled gravity was interpolated from observed gravity values.
 CP2183
 CP2183;                    North         East    Units  Estimated Accuracy
 CP2183;SPC LA N     -   252,160.    1,079,560.      MT  (+/- 180 meters Scaled)
 CP2183
 CP2183                          SUPERSEDED SURVEY CONTROL
 CP2183
 CP2183  NGVD 29 (??/??/92)   27.859  (m)           91.40   (f) ADJ UNCH    2 0
 CP2183
 CP2183.Superseded values are not recommended for survey control.
 CP2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2183.See file dsdata.txt to determine how the superseded data were derived.
 CP2183
 CP2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS263267(NAD 83)
 CP2183_MARKER: DB = BENCH MARK DISK
 CP2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2183_STAMPING: A 24 1934
 CP2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2183+STABILITY: SURFACE MOTION
 CP2183
 CP2183  HISTORY     - Date     Condition        Report By
 CP2183  HISTORY     - 1934     MONUMENTED       CGS
 CP2183  HISTORY     - 1944     GOOD             DOD
 CP2183  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2183
 CP2183                          STATION DESCRIPTION
 CP2183
 CP2183'DESCRIBED BY US DEPARTMENT OF DEFENSE 1944
 CP2183'8.2 MI E FROM MER ROUGE.
 CP2183'MARKER IS A STANDARD DISK, STAMPED A 24 1934 AND SET IN THE TOP OF A
 CP2183'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. LOCATED ABOUT 8.2
 CP2183'MILES EAST OF THE CATHOLIC CHURCH AT MER ROUGE, MOREHOUSE PARISH, LA.,
 CP2183'ALONG STATE HIGHWAY NO. 11, ABOUT 0.2 MILE EAST OF WAGON ROAD CROSSING
 CP2183'AND A SMALL WOODEN BRIDGE ON EACH SIDE OF THE HIGHWAY, AND ABOUT 0.5
 CP2183'MILE EAST OF BRIDGE OVER CYPRESS BAYOU, 76 FEET SOUTH CENTERLINE OF
 CP2183'THE HIGHWAY, 18 FEET SOUTHEAST OF A 3-FOOT CYPRESS STUMP PROJECTING
 CP2183'2.8 FEET ABOVE THE GROUND, 13 FEET SOUTH OF SOUTH BANK OF A BORROW
 CP2183'PIT, AND 9.6 FEET NORTHWEST OF A 36-INCH ELM TREE.
 CP2183
 CP2183                          STATION RECOVERY (1982)
 CP2183
 CP2183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0469 ***********************************************************************
 CQ0469  DESIGNATION -  A 242
 CQ0469  PID         -  CQ0469
 CQ0469  STATE/COUNTY-  LA/OUACHITA
 CQ0469  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0469
 CQ0469                         *CURRENT SURVEY CONTROL
 CQ0469  ___________________________________________________________________
 CQ0469* NAD 83(1986)-  32 24 20.     (N)    092 06 28.     (W)     SCALED    
 CQ0469* NAVD 88     -        21.39   (+/-2cm)      70.2    (feet)  VERTCON   
 CQ0469  ___________________________________________________________________
 CQ0469  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0469
 CQ0469  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0469
 CQ0469.The horizontal coordinates were scaled from a topographic map and have
 CQ0469.an estimated accuracy of +/- 6 seconds.
 CQ0469
 CQ0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0469.The vertical order pertains to the NGVD 29 superseded value.
 CQ0469
 CQ0469.The geoid height was determined by GEOID03.
 CQ0469
 CQ0469;                    North         East    Units  Estimated Accuracy
 CQ0469;SPC LA N     -   211,350.    1,036,900.      MT  (+/- 180 meters Scaled)
 CQ0469
 CQ0469                          SUPERSEDED SURVEY CONTROL
 CQ0469
 CQ0469  NGVD 29 (??/??/??)   21.429  (m)           70.31   (f) ADJUSTED    1 2
 CQ0469
 CQ0469.Superseded values are not recommended for survey control.
 CQ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0469.See file dsdata.txt to determine how the superseded data were derived.
 CQ0469
 CQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR839857(NAD 83)
 CQ0469_MARKER: DB = BENCH MARK DISK
 CQ0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0469_SP_SET: CULVERT
 CQ0469_STAMPING: A 242 1966
 CQ0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0469
 CQ0469  HISTORY     - Date     Condition        Report By
 CQ0469  HISTORY     - 1966     MONUMENTED       CGS
 CQ0469  HISTORY     - 1990     GOOD             USPSQD
 CQ0469  HISTORY     - 1991     GOOD             USPSQD
 CQ0469
 CQ0469                          STATION DESCRIPTION
 CQ0469
 CQ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0469'7.7 MI S FROM MONROE.
 CQ0469'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0469'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0469'THENCE 3.05 MILES SOUTH ALONG U.S. HIGHWAY 165, IN SECTION 1, T 16 N,
 CQ0469'R 3 E, ABOUT 0.1 MILE SOUTHEAST OF A LARGE GROUP OF TRANSFORMERS,
 CQ0469'ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF THE CHARMINGDALE HOUSING
 CQ0469'PROJECT ROAD, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET
 CQ0469'WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, SET IN THE TOP
 CQ0469'OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A CONCRETE CULVERT
 CQ0469'UNDER THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ0469
 CQ0469                          STATION RECOVERY (1990)
 CQ0469
 CQ0469'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0469'RECOVERED IN GOOD CONDITION.
 CQ0469
 CQ0469                          STATION RECOVERY (1991)
 CQ0469
 CQ0469'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0502 ***********************************************************************
 CQ0502  DESIGNATION -  A 243 RESET 1971
 CQ0502  PID         -  CQ0502
 CQ0502  STATE/COUNTY-  LA/CALDWELL
 CQ0502  USGS QUAD   -  COLUMBIA (1989)
 CQ0502
 CQ0502                         *CURRENT SURVEY CONTROL
 CQ0502  ___________________________________________________________________
 CQ0502* NAD 83(1986)-  32 06 47.     (N)    092 02 59.     (W)     SCALED    
 CQ0502* NAVD 88     -        20.70   (+/-2cm)      67.9    (feet)  VERTCON   
 CQ0502  ___________________________________________________________________
 CQ0502  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0502
 CQ0502  VERT ORDER  -  THIRD (See Below)
 CQ0502
 CQ0502.The horizontal coordinates were scaled from a topographic map and have
 CQ0502.an estimated accuracy of +/- 6 seconds.
 CQ0502
 CQ0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0502.The vertical order pertains to the NGVD 29 superseded value.
 CQ0502
 CQ0502.The geoid height was determined by GEOID03.
 CQ0502
 CQ0502;                    North         East    Units  Estimated Accuracy
 CQ0502;SPC LA N     -   178,940.    1,042,490.      MT  (+/- 180 meters Scaled)
 CQ0502
 CQ0502                          SUPERSEDED SURVEY CONTROL
 CQ0502
 CQ0502  NGVD 29 (??/??/??)   20.73   (m)           68.0    (f) RESET       3  
 CQ0502
 CQ0502.Superseded values are not recommended for survey control.
 CQ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0502.See file dsdata.txt to determine how the superseded data were derived.
 CQ0502
 CQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR896533(NAD 83)
 CQ0502_MARKER: DB = BENCH MARK DISK
 CQ0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0502_SP_SET: FOUNDATION
 CQ0502_STAMPING: A 243 RESET 1971
 CQ0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0502
 CQ0502  HISTORY     - Date     Condition        Report By
 CQ0502  HISTORY     - 1971     MONUMENTED       NGS
 CQ0502
 CQ0502                          STATION DESCRIPTION
 CQ0502
 CQ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0502'1.85 MI E FROM COLUMBIA.
 CQ0502'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTH END OF THE
 CQ0502'BRIDGE OVER THE OUACHITA RIVER AT COLUMBIA, THENCE 1.2 MILES SOUTH
 CQ0502'EAST ALONG STATE HIGHWAY 4, IN SEC. 15, T 13 N, R 4 E, IN THE
 CQ0502'NORTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 4 AND 133.  IT
 CQ0502'IS 40 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 4, 150 FEET WEST
 CQ0502'OF STATE HIGHWAY 133, 63 FEET SW OF THE SW CORNER OF A WHITE HOUSE, 29
 CQ0502'FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 35
 CQ0502'FEET SOUTHWEST OF A GAS METER 95 FEET WEST OF A RIGHT-OF-WAY MARKER
 CQ0502'AND 0.5 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A BENCH MARK
 CQ0502'DISK CRIMPED ON THE TOP OF A 4 FOOT SECTION OF 5/8 INCH COPPER WELD
 CQ0502'ROD FASTENED TO A 10-INCH SQUARE IRON PLATE, ENCASED IN A 4-INCH
 CQ0502'ORANGEBURG PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1894 ***********************************************************************
 CP1894  DESIGNATION -  A 244
 CP1894  PID         -  CP1894
 CP1894  STATE/COUNTY-  LA/FRANKLIN
 CP1894  USGS QUAD   -  WINNSBORO (1983)
 CP1894
 CP1894                         *CURRENT SURVEY CONTROL
 CP1894  ___________________________________________________________________
 CP1894* NAD 83(1986)-  32 09 54.     (N)    091 43 13.     (W)     SCALED    
 CP1894* NAVD 88     -        22.47   (+/-2cm)      73.7    (feet)  VERTCON   
 CP1894  ___________________________________________________________________
 CP1894  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP1894
 CP1894  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1894
 CP1894.The horizontal coordinates were scaled from a topographic map and have
 CP1894.an estimated accuracy of +/- 6 seconds.
 CP1894
 CP1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1894.The vertical order pertains to the NGVD 29 superseded value.
 CP1894
 CP1894.The geoid height was determined by GEOID03.
 CP1894
 CP1894;                    North         East    Units  Estimated Accuracy
 CP1894;SPC LA N     -   184,870.    1,073,540.      MT  (+/- 180 meters Scaled)
 CP1894
 CP1894                          SUPERSEDED SURVEY CONTROL
 CP1894
 CP1894  NGVD 29 (??/??/92)   22.489  (m)           73.78   (f) ADJ UNCH    1 2
 CP1894
 CP1894.Superseded values are not recommended for survey control.
 CP1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1894.See file dsdata.txt to determine how the superseded data were derived.
 CP1894
 CP1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR206594(NAD 83)
 CP1894_MARKER: DB = BENCH MARK DISK
 CP1894_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CP1894+WITH SETTING: INTO GROUND
 CP1894_SP_SET: METAL ROD WITH BASE PLATE
 CP1894_STAMPING: A 244 - 1966
 CP1894_MARK LOGO: CGS   
 CP1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1894+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1987
 CP1894
 CP1894  HISTORY     - Date     Condition        Report By
 CP1894  HISTORY     - 1966     MONUMENTED       CGS
 CP1894  HISTORY     - 1970     GOOD             LADTD
 CP1894  HISTORY     - 1975     GOOD
 CP1894  HISTORY     - 19871105 MARK NOT FOUND   LADTD
 CP1894
 CP1894                          STATION DESCRIPTION
 CP1894
 CP1894'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1894'0.9 MI SW FROM WINNSBORO.
 CP1894'ABOUT 0.9 MILE SOUTHWEST OF THE COURT HOUSE IN WINNSBORO ALONG
 CP1894'LOUISIANA HIGHWAYS 4 AND 15.  THENCE WEST ALONG LOUISIANA HIGHWAY 4,
 CP1894'0.6 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 15, THENCE SOUTHEAST
 CP1894'0.30 MILE ALONG LOUISIANA HIGHWAY 15 TO THE MARK.  IT IS 112.0 FEET
 CP1894'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 15, 39.0 FEET EAST OF THE
 CP1894'EAST RAIL OF THE MAIN TRACT OF THE MISSOURI PACIFIC RAILROAD, 47.5
 CP1894'FEET NORTHWEST OF A POWER POLE, 123.0 FEET SOUTHEAST OF THE SOUTHWEST
 CP1894'CORNER OF THE MISSOURI PACIFIC RAILROAD DEPOT.  SET ON TOP OF A 5/8
 CP1894'INCH COPPER ROD ENCASED IN A 5 INCH CAST IRON PIPE, WHICH PROJECTS 8
 CP1894'INCHES.
 CP1894
 CP1894                          STATION RECOVERY (1975)
 CP1894
 CP1894'RECOVERED 1975
 CP1894'RECOVERED IN GOOD CONDITION.
 CP1894
 CP1894                          STATION RECOVERY (1987)
 CP1894
 CP1894'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1760 ***********************************************************************
 CP1760  DESIGNATION -  A 245
 CP1760  PID         -  CP1760
 CP1760  STATE/COUNTY-  LA/RICHLAND
 CP1760  USGS QUAD   -  RAYVILLE (1982)
 CP1760
 CP1760                         *CURRENT SURVEY CONTROL
 CP1760  ___________________________________________________________________
 CP1760* NAD 83(1986)-  32 28 46.     (N)    091 46 48.     (W)     SCALED    
 CP1760* NAVD 88     -        25.397  (meters)      83.32   (feet)  ADJUSTED  
 CP1760  ___________________________________________________________________
 CP1760  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP1760  DYNAMIC HT  -          25.369 (meters)      83.23  (feet)  COMP
 CP1760  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 CP1760
 CP1760  VERT ORDER  -  FIRST     CLASS I
 CP1760
 CP1760.The horizontal coordinates were scaled from a topographic map and have
 CP1760.an estimated accuracy of +/- 6 seconds.
 CP1760
 CP1760.The orthometric height was determined by differential leveling
 CP1760.and adjusted by the National Geodetic Survey in June 1991..
 CP1760
 CP1760.The geoid height was determined by GEOID03.
 CP1760
 CP1760.The dynamic height is computed by dividing the NAVD 88
 CP1760.geopotential number by the normal gravity value computed on the
 CP1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1760.degrees latitude (g = 980.6199 gals.).
 CP1760
 CP1760.The modeled gravity was interpolated from observed gravity values.
 CP1760
 CP1760;                    North         East    Units  Estimated Accuracy
 CP1760;SPC LA N     -   219,700.    1,067,680.      MT  (+/- 180 meters Scaled)
 CP1760
 CP1760                          SUPERSEDED SURVEY CONTROL
 CP1760
 CP1760  NGVD 29 (??/??/??)   25.428  (m)           83.42   (f) ADJUSTED    1 1
 CP1760
 CP1760.Superseded values are not recommended for survey control.
 CP1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1760.See file dsdata.txt to determine how the superseded data were derived.
 CP1760
 CP1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR146942(NAD 83)
 CP1760_MARKER: DB = BENCH MARK DISK
 CP1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1760_STAMPING: A 245 1966
 CP1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1760+STABILITY: SURFACE MOTION
 CP1760
 CP1760  HISTORY     - Date     Condition        Report By
 CP1760  HISTORY     - 1966     MONUMENTED       CGS
 CP1760  HISTORY     - 1969     GOOD             NGS
 CP1760  HISTORY     - 1978     MARK NOT FOUND   USGS
 CP1760  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CP1760
 CP1760                          STATION DESCRIPTION
 CP1760
 CP1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1760'1.25 MI W FROM RAYVILLE.
 CP1760'1.25 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1760'COURTHOUSE AT RAYVILLE, IN SECTION 5, T 17 N, R 7 E, 4 POLES WEST OF
 CP1760'MILEPOST 52, 41 FEET NORTH OF THE NORTH RAIL, 56 FEET SOUTH OF THE
 CP1760'CENTER LINE OF U.S. HIGHWAY 80, 43 FEET SOUTHEAST OF A 24-INCH OAK
 CP1760'TREE, 2 1/2 FEET WEST OF A TELEGRAPH POLE, 1.1 FEET SOUTH OF A METAL
 CP1760'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL
 CP1760'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CP1760'INCHES.
 CP1760
 CP1760                          STATION RECOVERY (1969)
 CP1760
 CP1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1760'RECOVERED IN GOOD CONDITION.
 CP1760
 CP1760                          STATION RECOVERY (1978)
 CP1760
 CP1760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CP1760'MARK NOT FOUND.
 CP1760
 CP1760                          STATION RECOVERY (1991)
 CP1760
 CP1760'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1377 ***********************************************************************
 BX1377  DESIGNATION -  A 2456 LAGS
 BX1377  PID         -  BX1377
 BX1377  STATE/COUNTY-  LA/GRANT
 BX1377  USGS QUAD   -  COLFAX (1985)
 BX1377
 BX1377                         *CURRENT SURVEY CONTROL
 BX1377  ___________________________________________________________________
 BX1377* NAD 83(1986)-  31 33 28.     (N)    092 43 36.     (W)     SCALED    
 BX1377* NAVD 88     -        36.66   (+/-2cm)     120.3    (feet)  VERTCON   
 BX1377  ___________________________________________________________________
 BX1377  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1377
 BX1377  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1377
 BX1377.The horizontal coordinates were scaled from a topographic map and have
 BX1377.an estimated accuracy of +/- 6 seconds.
 BX1377
 BX1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1377.The vertical order pertains to the NGVD 29 superseded value.
 BX1377
 BX1377.The geoid height was determined by GEOID03.
 BX1377
 BX1377;                    North         East    Units  Estimated Accuracy
 BX1377;SPC LA N     -   117,300.      978,480.      MT  (+/- 180 meters Scaled)
 BX1377
 BX1377                          SUPERSEDED SURVEY CONTROL
 BX1377
 BX1377  NGVD 29 (??/??/??)   36.665  (m)          120.29   (f) ADJUSTED    1 1
 BX1377
 BX1377.Superseded values are not recommended for survey control.
 BX1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1377.See file dsdata.txt to determine how the superseded data were derived.
 BX1377
 BX1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ259914(NAD 83)
 BX1377_MARKER: DD = SURVEY DISK
 BX1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1377_STAMPING: A 2456
 BX1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1377+STABILITY: SURFACE MOTION
 BX1377
 BX1377  HISTORY     - Date     Condition        Report By
 BX1377  HISTORY     - UNK      MONUMENTED       LAGS
 BX1377  HISTORY     - 1969     GOOD             CGS
 BX1377  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1377
 BX1377                          STATION DESCRIPTION
 BX1377
 BX1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1377'3.85 MI N FROM COLFAX.
 BX1377'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1377'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1377'THENCE 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 71, 33 FEET NORTHEAST OF
 BX1377'THE CENTER LINE OF THE HIGHWAY, 56 FEET SOUTHEAST OF A TELEPHONE POLE,
 BX1377'2 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS
 BX1377'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 BX1377'ABOVE THE SURFACE OF THE GROUND.  SECTION 25, T 7 N, R 4 W.
 BX1377
 BX1377                          STATION RECOVERY (1987)
 BX1377
 BX1377'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1368 ***********************************************************************
 BX1368  DESIGNATION -  A 2458 LAGS
 BX1368  PID         -  BX1368
 BX1368  STATE/COUNTY-  LA/GRANT
 BX1368  USGS QUAD   -  COLFAX (1985)
 BX1368
 BX1368                         *CURRENT SURVEY CONTROL
 BX1368  ___________________________________________________________________
 BX1368* NAD 83(1986)-  31 33 52.     (N)    092 43 55.     (W)     SCALED    
 BX1368* NAVD 88     -        36.27   (+/-2cm)     119.0    (feet)  VERTCON   
 BX1368  ___________________________________________________________________
 BX1368  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1368
 BX1368  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1368
 BX1368.The horizontal coordinates were scaled from a topographic map and have
 BX1368.an estimated accuracy of +/- 6 seconds.
 BX1368
 BX1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1368.The vertical order pertains to the NGVD 29 superseded value.
 BX1368
 BX1368.The geoid height was determined by GEOID03.
 BX1368
 BX1368;                    North         East    Units  Estimated Accuracy
 BX1368;SPC LA N     -   118,040.      977,980.      MT  (+/- 180 meters Scaled)
 BX1368
 BX1368                          SUPERSEDED SURVEY CONTROL
 BX1368
 BX1368  NGVD 29 (??/??/??)   36.275  (m)          119.01   (f) ADJUSTED    1 1
 BX1368
 BX1368.Superseded values are not recommended for survey control.
 BX1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1368.See file dsdata.txt to determine how the superseded data were derived.
 BX1368
 BX1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ254921(NAD 83)
 BX1368_MARKER: DD = SURVEY DISK
 BX1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1368_STAMPING: A 2458
 BX1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1368+STABILITY: SURFACE MOTION
 BX1368
 BX1368  HISTORY     - Date     Condition        Report By
 BX1368  HISTORY     - UNK      MONUMENTED       LAGS
 BX1368  HISTORY     - 1969     GOOD             CGS
 BX1368  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1368  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1368
 BX1368                          STATION DESCRIPTION
 BX1368
 BX1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1368'4.45 MI NW FROM COLFAX.
 BX1368'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1368'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1368'THENCE 1.55 MILES NORTHWEST ALONG U.S. HIGHWAY 71, IN SECTION 24, T 7
 BX1368'N, R 4 W, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET
 BX1368'NORTHWEST OF A CONCRETE TUBULAR CULVERT, 1 FOOT NORTHEAST OF A FENCE,
 BX1368'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE
 BX1368'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX1368'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  SECTION 24, T 7 N,
 BX1368'R 4 W.  NOTE-- A CORNER OF THE CONCRETE POST IN WHICH THE MARK IS SET
 BX1368'HAS BEEN BROKEN OFF.
 BX1368
 BX1368                          STATION RECOVERY (1981)
 BX1368
 BX1368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1368'MARK NOT FOUND.
 BX1368
 BX1368                          STATION RECOVERY (1987)
 BX1368
 BX1368'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2592 ***********************************************************************
 CQ2592  DESIGNATION -  A 246
 CQ2592  PID         -  CQ2592
 CQ2592  STATE/COUNTY-  LA/OUACHITA
 CQ2592  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2592
 CQ2592                         *CURRENT SURVEY CONTROL
 CQ2592  ___________________________________________________________________
 CQ2592* NAD 83(1986)-  32 29 16.     (N)    092 04 19.     (W)     SCALED    
 CQ2592* NAVD 88     -        20.048  (meters)      65.77   (feet)  ADJUSTED  
 CQ2592  ___________________________________________________________________
 CQ2592  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2592  DYNAMIC HT  -          20.026 (meters)      65.70  (feet)  COMP
 CQ2592  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 CQ2592
 CQ2592  VERT ORDER  -  SECOND    CLASS I
 CQ2592
 CQ2592.The horizontal coordinates were scaled from a topographic map and have
 CQ2592.an estimated accuracy of +/- 6 seconds.
 CQ2592
 CQ2592.The orthometric height was determined by differential leveling
 CQ2592.and adjusted by the National Geodetic Survey in May 1997..
 CQ2592
 CQ2592.The geoid height was determined by GEOID03.
 CQ2592
 CQ2592.The dynamic height is computed by dividing the NAVD 88
 CQ2592.geopotential number by the normal gravity value computed on the
 CQ2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2592.degrees latitude (g = 980.6199 gals.).
 CQ2592
 CQ2592.The modeled gravity was interpolated from observed gravity values.
 CQ2592
 CQ2592;                    North         East    Units  Estimated Accuracy
 CQ2592;SPC LA N     -   220,480.    1,040,230.      MT  (+/- 180 meters Scaled)
 CQ2592
 CQ2592                          SUPERSEDED SURVEY CONTROL
 CQ2592
 CQ2592.No superseded survey control is available for this station.
 CQ2592
 CQ2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR871948(NAD 83)
 CQ2592_MARKER: DB = BENCH MARK DISK
 CQ2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2592_SP_SET: CONCRETE POST
 CQ2592_STAMPING: A 246 1966
 CQ2592_MARK LOGO: CGS   
 CQ2592_PROJECTION: PROJECTING 10 CENTIMETERS
 CQ2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2592+STABILITY: SURFACE MOTION
 CQ2592
 CQ2592  HISTORY     - Date     Condition        Report By
 CQ2592  HISTORY     - 1966     MONUMENTED       CGS
 CQ2592  HISTORY     - 1983     GOOD             LADTD
 CQ2592  HISTORY     - 1990     GOOD             USPSQD
 CQ2592  HISTORY     - 1991     GOOD             USPSQD
 CQ2592  HISTORY     - 19910423 GOOD             USPSQD
 CQ2592
 CQ2592                          STATION DESCRIPTION
 CQ2592
 CQ2592'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2592'4.8 KM (3 MI) SE FROM MONROE.
 CQ2592'ABOUT 3.2 KM (2.0 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2592'THE STATION AT MONROE, THENCE 1.6 KM (1.0 MILES) SOUTH ALONG NUTLAND
 CQ2592'ROAD, IN SECTION 4, T 17 N, R 4 E, ABOUT 0.3 KM (0.2 MILE) NORTH OF
 CQ2592'THE JUNCTION OF A ROAD LEADING WEST, 18.3 KM (60 FEET) EAST OF THE
 CQ2592'CENTER LINE OF THE ROAD, 5.2 METERS (17 FEET) EAST OF A POWER POLE
 CQ2592'BRACED BY 2 GUY WIRES AND BEARING A TRANSFORMER, 0.2 METER (0.5 FT)
 CQ2592'NORTH OF THE ANCHOR FOR THE EAST GUY WIRE.
 CQ2592'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 CQ2592'THE MARK IS 0.30 M BELOW HIGHWAY.
 CQ2592
 CQ2592                          STATION RECOVERY (1990)
 CQ2592
 CQ2592'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2592'RECOVERED IN GOOD CONDITION.
 CQ2592
 CQ2592                          STATION RECOVERY (1991)
 CQ2592
 CQ2592'RECOVERY NOTE BY US POWER SQUADRON 1991 (GW)
 CQ2592'RECOVERED IN GOOD CONDITION.
 CQ2592
 CQ2592                          STATION RECOVERY (1991)
 CQ2592
 CQ2592'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1906 ***********************************************************************
 CP1906  DESIGNATION -  A 247
 CP1906  PID         -  CP1906
 CP1906  STATE/COUNTY-  LA/FRANKLIN
 CP1906  USGS QUAD   -  WINNSBORO (1983)
 CP1906
 CP1906                         *CURRENT SURVEY CONTROL
 CP1906  ___________________________________________________________________
 CP1906* NAD 83(1986)-  32 09 46.     (N)    091 40 55.     (W)     SCALED    
 CP1906* NAVD 88     -        24.02   (+/-2cm)      78.8    (feet)  VERTCON   
 CP1906  ___________________________________________________________________
 CP1906  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1906
 CP1906  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1906
 CP1906.The horizontal coordinates were scaled from a topographic map and have
 CP1906.an estimated accuracy of +/- 6 seconds.
 CP1906
 CP1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1906.The vertical order pertains to the NGVD 29 superseded value.
 CP1906
 CP1906.The geoid height was determined by GEOID03.
 CP1906
 CP1906;                    North         East    Units  Estimated Accuracy
 CP1906;SPC LA N     -   184,650.    1,077,160.      MT  (+/- 180 meters Scaled)
 CP1906
 CP1906                          SUPERSEDED SURVEY CONTROL
 CP1906
 CP1906  NGVD 29 (??/??/92)   24.039  (m)           78.87   (f) ADJ UNCH    1 2
 CP1906
 CP1906.Superseded values are not recommended for survey control.
 CP1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1906.See file dsdata.txt to determine how the superseded data were derived.
 CP1906
 CP1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR242592(NAD 83)
 CP1906_MARKER: DB = BENCH MARK DISK
 CP1906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1906_SP_SET: CULVERT
 CP1906_STAMPING: A 247 1966
 CP1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1906+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP1906
 CP1906  HISTORY     - Date     Condition        Report By
 CP1906  HISTORY     - 1966     MONUMENTED       CGS
 CP1906  HISTORY     - 20050318 GOOD             USPSQD
 CP1906
 CP1906                          STATION DESCRIPTION
 CP1906
 CP1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1906'1.85 MI E FROM WINNSBORO.
 CP1906'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1906'WINNSBORO, THENCE 1.45 MILES EAST ALONG STATE HIGHWAY 4, IN SECTION
 CP1906'30, T 14 N, R 8 E, ABOUT 0.85 MILE EAST OF THE JUNCTION OF THE HIGHWAY
 CP1906'AND STATE HIGHWAY 17, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CP1906'SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A
 CP1906'CONCRETE BOX CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 CP1906
 CP1906                          STATION RECOVERY (2005)
 CP1906
 CP1906'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1455 ***********************************************************************
 BW1455  DESIGNATION -  A 248
 BW1455  PID         -  BW1455
 BW1455  STATE/COUNTY-  LA/CATAHOULA
 BW1455  USGS QUAD   -  FOULES (1983)
 BW1455
 BW1455                         *CURRENT SURVEY CONTROL
 BW1455  ___________________________________________________________________
 BW1455* NAD 83(1986)-  31 48 46.     (N)    091 35 20.     (W)     SCALED    
 BW1455* NAVD 88     -        18.18   (+/-2cm)      59.6    (feet)  VERTCON   
 BW1455  ___________________________________________________________________
 BW1455  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1455
 BW1455  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1455
 BW1455.The horizontal coordinates were scaled from a topographic map and have
 BW1455.an estimated accuracy of +/- 6 seconds.
 BW1455
 BW1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1455.The vertical order pertains to the NGVD 29 superseded value.
 BW1455
 BW1455.The geoid height was determined by GEOID03.
 BW1455
 BW1455;                    North         East    Units  Estimated Accuracy
 BW1455;SPC LA N     -   145,920.    1,086,260.      MT  (+/- 180 meters Scaled)
 BW1455
 BW1455                          SUPERSEDED SURVEY CONTROL
 BW1455
 BW1455  NGVD 29 (??/??/92)   18.190  (m)           59.68   (f) ADJ UNCH    1 2
 BW1455
 BW1455.Superseded values are not recommended for survey control.
 BW1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1455.See file dsdata.txt to determine how the superseded data were derived.
 BW1455
 BW1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR335205(NAD 83)
 BW1455_MARKER: DB = BENCH MARK DISK
 BW1455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1455_SP_SET: CULVERT
 BW1455_STAMPING: A 248 1966
 BW1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1455
 BW1455  HISTORY     - Date     Condition        Report By
 BW1455  HISTORY     - 1966     MONUMENTED       CGS
 BW1455
 BW1455                          STATION DESCRIPTION
 BW1455
 BW1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1455'5.25 MI SE FROM SICILY ISLAND.
 BW1455'ABOUT 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1455'POST OFFICE AT SICILY ISLAND, THENCE 5.15 MILES SOUTHEAST ALONG STATE
 BW1455'HIGHWAY 15, IN SECTION 30, T 10 N, R 9 E, 27 FEET SOUTHWEST OF THE
 BW1455'CENTER LINE OF THE HIGHWAY, 53 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 BW1455'THE MISSOURI PACIFIC RAILROAD, SET IN THE TOP OF THE SOUTHEAST END OF
 BW1455'THE SOUTHWEST CONCRETE HEAD WALL OF A LARGE CONCRETE CULVERT, AND
 BW1455'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1636 ***********************************************************************
 BX1636  DESIGNATION -  A 2485 LAGS
 BX1636  PID         -  BX1636
 BX1636  STATE/COUNTY-  LA/GRANT
 BX1636  USGS QUAD   -  SAVAGE CREEK (1985)
 BX1636
 BX1636                         *CURRENT SURVEY CONTROL
 BX1636  ___________________________________________________________________
 BX1636* NAD 83(1986)-  31 41 10.     (N)    092 44 44.     (W)     SCALED    
 BX1636* NAVD 88     -        61.27   (+/-2cm)     201.0    (feet)  VERTCON   
 BX1636  ___________________________________________________________________
 BX1636  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1636
 BX1636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1636
 BX1636.The horizontal coordinates were scaled from a topographic map and have
 BX1636.an estimated accuracy of +/- 6 seconds.
 BX1636
 BX1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1636.The vertical order pertains to the NGVD 29 superseded value.
 BX1636
 BX1636.The geoid height was determined by GEOID03.
 BX1636
 BX1636;                    North         East    Units  Estimated Accuracy
 BX1636;SPC LA N     -   131,540.      976,720.      MT  (+/- 180 meters Scaled)
 BX1636
 BX1636                          SUPERSEDED SURVEY CONTROL
 BX1636
 BX1636  NGVD 29 (??/??/??)   61.283  (m)          201.06   (f) ADJUSTED    2 0
 BX1636
 BX1636.Superseded values are not recommended for survey control.
 BX1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1636.See file dsdata.txt to determine how the superseded data were derived.
 BX1636
 BX1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR241056(NAD 83)
 BX1636_MARKER: DD = SURVEY DISK
 BX1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1636_STAMPING: A 2485 201.059
 BX1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1636+STABILITY: SURFACE MOTION
 BX1636
 BX1636  HISTORY     - Date     Condition        Report By
 BX1636  HISTORY     - UNK      MONUMENTED       LAGS
 BX1636  HISTORY     - 1956     GOOD             CGS
 BX1636  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1636
 BX1636                          STATION DESCRIPTION
 BX1636
 BX1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1636'IN NEW VERDA.
 BX1636'LOCATED 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 BX1636'IN NEW VERDA, AT THE JUNCTION OF STATE HIGHWAYS 5, 162 AND 475, IN A
 BX1636'TRIANGLE FORMED BY ROADS, ON THE EXTENDED CENTER LINE OF STATE HIGHWAY
 BX1636'162 AND 475, 30 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 5,
 BX1636'46 FEET SOUTHEAST OF THE CENTER OF THE ROAD ON THE NORTH SIDE OF THE
 BX1636'TRIANGLE, 13 FEET NORTH OF THE CENTER OF THE ROAD ON THE SOUTH SIDE OF
 BX1636'THE TRIANGLE AND 37 FEET NORTH OF POLE NO. 162. IT IS A LOUISIANA
 BX1636'GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX1636'INCHES AND IS LEVEL WITH THE ROADS.
 BX1636
 BX1636                          STATION RECOVERY (1981)
 BX1636
 BX1636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1635 ***********************************************************************
 BX1635  DESIGNATION -  A 2486 RESET
 BX1635  PID         -  BX1635
 BX1635  STATE/COUNTY-  LA/GRANT
 BX1635  USGS QUAD   -  SAVAGE CREEK (1985)
 BX1635
 BX1635                         *CURRENT SURVEY CONTROL
 BX1635  ___________________________________________________________________
 BX1635* NAD 83(1986)-  31 41 02.     (N)    092 43 53.     (W)     SCALED    
 BX1635* NAVD 88     -        64.30   (+/-2cm)     211.0    (feet)  VERTCON   
 BX1635  ___________________________________________________________________
 BX1635  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1635
 BX1635  VERT ORDER  -  THIRD (See Below)
 BX1635
 BX1635.The horizontal coordinates were scaled from a topographic map and have
 BX1635.an estimated accuracy of +/- 6 seconds.
 BX1635
 BX1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1635.The vertical order pertains to the NGVD 29 superseded value.
 BX1635
 BX1635.The geoid height was determined by GEOID03.
 BX1635
 BX1635;                    North         East    Units  Estimated Accuracy
 BX1635;SPC LA N     -   131,290.      978,060.      MT  (+/- 180 meters Scaled)
 BX1635
 BX1635                          SUPERSEDED SURVEY CONTROL
 BX1635
 BX1635  NGVD 29 (??/??/??)   64.32   (m)          211.0    (f) RESET       3  
 BX1635
 BX1635.Superseded values are not recommended for survey control.
 BX1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1635.See file dsdata.txt to determine how the superseded data were derived.
 BX1635
 BX1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR254054(NAD 83)
 BX1635_MARKER: DD = SURVEY DISK
 BX1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1635_SP_SET: CONCRETE POST
 BX1635_STAMPING: A 2486 RESET 1956
 BX1635_MARK LOGO: LAGS  
 BX1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1635+STABILITY: SURFACE MOTION
 BX1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1635+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1988
 BX1635
 BX1635  HISTORY     - Date     Condition        Report By
 BX1635  HISTORY     - 1956     MONUMENTED       CGS
 BX1635  HISTORY     - 19880224 MARK NOT FOUND   LADTD
 BX1635
 BX1635                          STATION DESCRIPTION
 BX1635
 BX1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1635'2 MI SE FROM NEW VERDA.
 BX1635'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1635'VERDA, GRANT PARISH, THENCE 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 162
 BX1635'AND 475.  AT THE OUTSIDE OF A CURVE, 100 FEET SOUTHEAST OF THE CENTER
 BX1635'LINE OF A TRACK ROAD LEADING NORTHEAST, 73 FEET EAST OF A POWER POLE
 BX1635'SOUTH OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BX1635'AND FEET WEST OF WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 BX1635'DISK, STAMPED A 2486 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST
 BX1635'PROJECTING 4 INCHES ABOVE GROUND, AND 2 FEET HIGHER THAN THE HIGHWAY.
 BX1635
 BX1635                          STATION RECOVERY (1988)
 BX1635
 BX1635'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1633 ***********************************************************************
 BX1633  DESIGNATION -  A 2487 RESET
 BX1633  PID         -  BX1633
 BX1633  STATE/COUNTY-  LA/GRANT
 BX1633  USGS QUAD   -  SAVAGE CREEK (1985)
 BX1633
 BX1633                         *CURRENT SURVEY CONTROL
 BX1633  ___________________________________________________________________
 BX1633* NAD 83(1986)-  31 40 55.     (N)    092 43 23.     (W)     SCALED    
 BX1633* NAVD 88     -        57.61   (+/-2cm)     189.0    (feet)  VERTCON   
 BX1633  ___________________________________________________________________
 BX1633  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1633
 BX1633  VERT ORDER  -  THIRD (See Below)
 BX1633
 BX1633.The horizontal coordinates were scaled from a topographic map and have
 BX1633.an estimated accuracy of +/- 6 seconds.
 BX1633
 BX1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1633.The vertical order pertains to the NGVD 29 superseded value.
 BX1633
 BX1633.The geoid height was determined by GEOID03.
 BX1633
 BX1633;                    North         East    Units  Estimated Accuracy
 BX1633;SPC LA N     -   131,070.      978,850.      MT  (+/- 180 meters Scaled)
 BX1633
 BX1633                          SUPERSEDED SURVEY CONTROL
 BX1633
 BX1633  NGVD 29 (??/??/??)   57.62   (m)          189.0    (f) RESET       3  
 BX1633
 BX1633.Superseded values are not recommended for survey control.
 BX1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1633.See file dsdata.txt to determine how the superseded data were derived.
 BX1633
 BX1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR262052(NAD 83)
 BX1633_MARKER: DD = SURVEY DISK
 BX1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1633_SP_SET: CONCRETE POST
 BX1633_STAMPING: A 2487 RESET 1956
 BX1633_MARK LOGO: LAGS  
 BX1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1633+STABILITY: SURFACE MOTION
 BX1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1633+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1988
 BX1633
 BX1633  HISTORY     - Date     Condition        Report By
 BX1633  HISTORY     - 1956     MONUMENTED       CGS
 BX1633  HISTORY     - 19880224 MARK NOT FOUND   LADTD
 BX1633
 BX1633                          STATION DESCRIPTION
 BX1633
 BX1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1633'2.4 MI SE FROM NEW VERDA.
 BX1633'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1633'VERDA, GRANT PARISH, THENCE 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY
 BX1633'162 AND 475, 108 FEET EAST OF A POWER POLE, IN LINE WITH THE ROW OF
 BX1633'POLES, 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF
 BX1633'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 BX1633'A STATE SURVEY STANDARD DISK, STAMPED A 2487 RESET 1956 AND SET IN
 BX1633'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 BX1633
 BX1633                          STATION RECOVERY (1988)
 BX1633
 BX1633'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX1633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1631 ***********************************************************************
 BX1631  DESIGNATION -  A 2489
 BX1631  PID         -  BX1631
 BX1631  STATE/COUNTY-  LA/GRANT
 BX1631  USGS QUAD   -  SAVAGE CREEK (1985)
 BX1631
 BX1631                         *CURRENT SURVEY CONTROL
 BX1631  ___________________________________________________________________
 BX1631* NAD 83(1986)-  31 40 50.     (N)    092 42 52.     (W)     SCALED    
 BX1631* NAVD 88     -        47.56   (+/-2cm)     156.0    (feet)  VERTCON   
 BX1631  ___________________________________________________________________
 BX1631  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1631
 BX1631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1631
 BX1631.The horizontal coordinates were scaled from a topographic map and have
 BX1631.an estimated accuracy of +/- 6 seconds.
 BX1631
 BX1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1631.The vertical order pertains to the NGVD 29 superseded value.
 BX1631
 BX1631.The geoid height was determined by GEOID03.
 BX1631
 BX1631;                    North         East    Units  Estimated Accuracy
 BX1631;SPC LA N     -   130,910.      979,670.      MT  (+/- 180 meters Scaled)
 BX1631
 BX1631                          SUPERSEDED SURVEY CONTROL
 BX1631
 BX1631  NGVD 29 (??/??/??)   47.570  (m)          156.07   (f) ADJUSTED    2 0
 BX1631
 BX1631.Superseded values are not recommended for survey control.
 BX1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1631.See file dsdata.txt to determine how the superseded data were derived.
 BX1631
 BX1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR270050(NAD 83)
 BX1631_MARKER: DD = SURVEY DISK
 BX1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1631_SP_SET: CONCRETE POST
 BX1631_STAMPING: A 2489 156.069
 BX1631_MARK LOGO: LAGS  
 BX1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1631+STABILITY: SURFACE MOTION
 BX1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1631+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1988
 BX1631
 BX1631  HISTORY     - Date     Condition        Report By
 BX1631  HISTORY     - UNK      MONUMENTED       LAGS
 BX1631  HISTORY     - 1956     GOOD             CGS
 BX1631  HISTORY     - 1981     GOOD             LADTD
 BX1631  HISTORY     - 19880224 GOOD             LADTD
 BX1631
 BX1631                          STATION DESCRIPTION
 BX1631
 BX1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1631'2.95 MI SE FROM NEW VERDA.
 BX1631'LOCATED 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 BX1631'IN NEW VERDA, THENCE 1.75 MILE SOUTHEAST  ALONG STATE HIGHWAYS 162 AND
 BX1631'475, AT THE TOP OF A HILL, AND ABOUT 0.2 MILE WEST OF A WOODEN BRIDGE,
 BX1631'32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 39 FEET WEST OF A
 BX1631'FENCE CORNER AND 3 FEET SOUTH OF A WITNESS POST.  IT IS A LOUISIANA
 BX1631'GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BX1631'INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 BX1631
 BX1631                          STATION RECOVERY (1981)
 BX1631
 BX1631'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BX1631'TO REACH THE MONUMENT FROM THE GROCERY IN VERDA GO 1.2 MILES S.E.
 BX1631'ALONG STATE HWY 471, THENCE 1.75 MILES S.E. ALONG STATE HWY 1229 AT
 BX1631'THIS POINT MONUMENT IS LOCATED 31.0' FT N OF HWY, 37.7' FT. W OF
 BX1631'FENCE CORNER, AND 4' FT S OF USBM MARKER.
 BX1631
 BX1631                          STATION RECOVERY (1988)
 BX1631
 BX1631'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX1631'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) SOUTHEAST OF VERDA.
 BX1631'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX1631'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 122 AND
 BX1631'471 IN VERDA GO SOUTHEAST ON THE TWO HIGHWAYS FOR 2.25 KM (1.40 MI) TO
 BX1631'WHERE HIGHWAY 122 TURNS EAST.  TURN LEFT AND GO EAST FOR 3.15 KM
 BX1631'(1.95 MI) ON HIGHWAY 122 TO THE MARK ON THE LEFT.
 BX1631'THE MARK IS 22.7 M (74.5 FT) EAST FROM THE CENTER OF A GAS LINE, 12.5
 BX1631'M (41.0 FT) WEST FROM A FENCE CORNER, 9.1 M (29.9 FT) NORTH FROM THE
 BX1631'CENTER OF THE HIGHWAY AND 0.5 M (1.6 FT) SOUTH FROM A WITNESS POST.
 BX1631'THE MARK IS PROJECTING 10 CM ABOVE THE GROUND AND 0.3 M (1.0 FT) BELOW
 BX1631'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1630 ***********************************************************************
 BX1630  DESIGNATION -  A 2490
 BX1630  PID         -  BX1630
 BX1630  STATE/COUNTY-  LA/GRANT
 BX1630  USGS QUAD   -  SAVAGE CREEK (1985)
 BX1630
 BX1630                         *CURRENT SURVEY CONTROL
 BX1630  ___________________________________________________________________
 BX1630* NAD 83(1986)-  31 40 48.     (N)    092 42 31.     (W)     SCALED    
 BX1630* NAVD 88     -        39.75   (+/-2cm)     130.4    (feet)  VERTCON   
 BX1630  ___________________________________________________________________
 BX1630  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1630
 BX1630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1630
 BX1630.The horizontal coordinates were scaled from a topographic map and have
 BX1630.an estimated accuracy of +/- 6 seconds.
 BX1630
 BX1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1630.The vertical order pertains to the NGVD 29 superseded value.
 BX1630
 BX1630.The geoid height was determined by GEOID03.
 BX1630
 BX1630;                    North         East    Units  Estimated Accuracy
 BX1630;SPC LA N     -   130,850.      980,220.      MT  (+/- 180 meters Scaled)
 BX1630
 BX1630                          SUPERSEDED SURVEY CONTROL
 BX1630
 BX1630  NGVD 29 (??/??/??)   39.758  (m)          130.44   (f) ADJUSTED    2 0
 BX1630
 BX1630.Superseded values are not recommended for survey control.
 BX1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1630.See file dsdata.txt to determine how the superseded data were derived.
 BX1630
 BX1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR276050(NAD 83)
 BX1630_MARKER: DD = SURVEY DISK
 BX1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1630_SP_SET: CONCRETE POST
 BX1630_STAMPING: A 2490
 BX1630_MARK LOGO: LAGS  
 BX1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1630+STABILITY: SURFACE MOTION
 BX1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1630+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1988
 BX1630
 BX1630  HISTORY     - Date     Condition        Report By
 BX1630  HISTORY     - UNK      MONUMENTED       LAGS
 BX1630  HISTORY     - 1949     GOOD             CGS
 BX1630  HISTORY     - 1956     GOOD             CGS
 BX1630  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1630  HISTORY     - 19880224 GOOD             LADTD
 BX1630
 BX1630                          STATION DESCRIPTION
 BX1630
 BX1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1630'3.35 MI SE FROM NEW VERDA.
 BX1630'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1630'VERDA, THENCE 2.15 MILES SOUTHEAST ALONG STATE HIGHWAYS 162 AND 475,
 BX1630'ON THE OUTSIDE OF A CURVE, 29 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX1630'HIGHWAY, 18.0 FEET WEST OF A 16 INCH TRIANGULAR BLAZED PINE TREE, 6.5
 BX1630'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX1630'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BX1630
 BX1630                          STATION RECOVERY (1956)
 BX1630
 BX1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BX1630'RECOVERED IN GOOD CONDITION.
 BX1630
 BX1630                          STATION RECOVERY (1981)
 BX1630
 BX1630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1630'MARK NOT FOUND.
 BX1630
 BX1630                          STATION RECOVERY (1988)
 BX1630
 BX1630'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX1630'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTHEAST OF VERDA.
 BX1630'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX1630'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 122 AND
 BX1630'471 IN VERDA GO SOUTHEAST ON THE TWO HIGHWAYS FOR 2.25 KM (1.40 MI) TO
 BX1630'WHERE HIGHWAY 122 TURNS EAST.  TURN LEFT AND GO EAST FOR 3.7 KM
 BX1630'(2.30 MI) ON HIGHWAY 122 TO THE MARK ON THE LEFT ABOUT 0.2 KM
 BX1630'(0.10 MI) EAST OF A BRIDGE.
 BX1630'THE MARK IS 31.7 M (104.0 FT) NORTHEAST FROM A TELEPHONE JUNCTION BOX
 BX1630'ACROSS THE HIGHWAY, 8.8 M (28.9 FT) NORTH FROM THE CENTER OF THE
 BX1630'HIGHWAY AND 0.5 M (1.6 FT) WEST FROM A WITNESS POST. THE MARK IS
 BX1630'PROJECTING 10 CM ABOVE THE GROUND AND 0.30 M (1.0 FT) ABOVE THE LEVEL
 BX1630'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1629 ***********************************************************************
 BX1629  DESIGNATION -  A 2491
 BX1629  PID         -  BX1629
 BX1629  STATE/COUNTY-  LA/GRANT
 BX1629  USGS QUAD   -  SAVAGE CREEK (1985)
 BX1629
 BX1629                         *CURRENT SURVEY CONTROL
 BX1629  ___________________________________________________________________
 BX1629* NAD 83(1986)-  31 40 42.     (N)    092 42 25.     (W)     SCALED    
 BX1629* NAVD 88     -        48.14   (+/-2cm)     157.9    (feet)  VERTCON   
 BX1629  ___________________________________________________________________
 BX1629  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1629
 BX1629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1629
 BX1629.The horizontal coordinates were scaled from a topographic map and have
 BX1629.an estimated accuracy of +/- 6 seconds.
 BX1629
 BX1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1629.The vertical order pertains to the NGVD 29 superseded value.
 BX1629
 BX1629.The geoid height was determined by GEOID03.
 BX1629
 BX1629;                    North         East    Units  Estimated Accuracy
 BX1629;SPC LA N     -   130,670.      980,380.      MT  (+/- 180 meters Scaled)
 BX1629
 BX1629                          SUPERSEDED SURVEY CONTROL
 BX1629
 BX1629  NGVD 29 (??/??/??)   48.154  (m)          157.99   (f) ADJUSTED    2 0
 BX1629
 BX1629.Superseded values are not recommended for survey control.
 BX1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1629.See file dsdata.txt to determine how the superseded data were derived.
 BX1629
 BX1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR277048(NAD 83)
 BX1629_MARKER: DD = SURVEY DISK
 BX1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1629_SP_SET: CONCRETE POST
 BX1629_STAMPING: A 2491 157.985
 BX1629_MARK LOGO: LAGS  
 BX1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1629+STABILITY: SURFACE MOTION
 BX1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1629+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1988
 BX1629
 BX1629  HISTORY     - Date     Condition        Report By
 BX1629  HISTORY     - UNK      MONUMENTED       LAGS
 BX1629  HISTORY     - 1956     GOOD             CGS
 BX1629  HISTORY     - 1981     GOOD             LADTD
 BX1629  HISTORY     - 19880224 GOOD             LADTD
 BX1629
 BX1629                          STATION DESCRIPTION
 BX1629
 BX1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1629'3.5 MI SE FROM NEW VERDA.
 BX1629'LOCATED 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 BX1629'IN NEW VERDA, THENCE 2.3 MILES SOUTHEAST ALONG STATE HIGHWAYS 162 AND
 BX1629'475 AT THE TOP OF A HILL AND A SIDE ROAD LEADING NORTHEAST, 31 FEET
 BX1629'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 62 FEET NORTHWEST OF THE
 BX1629'CENTER OF THE SIDEROAD LEADING NORTHEAST TO THE IATT BAPTIST CHURCH
 BX1629'AND 1 FOOT NORTHWEST OF A WITNESS POST.  IT IS A LOUISIANA GEODETIC
 BX1629'SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND
 BX1629'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BX1629
 BX1629                          STATION RECOVERY (1981)
 BX1629
 BX1629'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BX1629'TO REACH THE MONUMENT FROM THE GROCERY IN VERDA GO 1.2 MILES S.E.
 BX1629'ALONG STATE HWY 471, THENCE 2.3 MILES S.E. ALONG STATE HWY 122. AT
 BX1629'THIS POINT MONUMENT IS LOCATED 29.4' FT. N. OF THE HWY, 59.2 FT. W.
 BX1629'OF IATT BAPTIST CHURCH BLACK TOP RD, AND 7 FT. N. OF USBM MARKER.
 BX1629
 BX1629                          STATION RECOVERY (1988)
 BX1629
 BX1629'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX1629'THE STATION IS LOCATED ABOUT 6.2 KM (3.85 MI) SOUTHEAST OF VERDA.
 BX1629'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX1629'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 122 AND
 BX1629'471 IN VERDA GO SOUTHEAST ON THE HIGHWAYS FOR 2.25 KM (1.40 MI) TO
 BX1629'WHERE HIGHWAY 122 TURNS EAST.  TURN LEFT AND GO EAST FOR 4 KM
 BX1629'(2.50 MI) ON HIGHWAY 122 TO THE MARK ON THE LEFT AT A BLACKTOP ROAD
 BX1629'LEADING NORTH.
 BX1629'THE MARK IS 18.6 M (61.0 FT) NORTHWEST FROM THE CENTER OF THE IATT
 BX1629'BATIST CHURCH ROAD, 8.8 M (28.9 FT) WEST FROM A TELEPHONE JUNCTION
 BX1629'BOX, 8.8 M (28.9 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY AND 0.2
 BX1629'M (0.7 FT) NORTHWEST FROM A WITNESS POST.  THE MARK IS PROJECTING 15
 BX1629'CM ABOVE THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1069 ***********************************************************************
 CP1069  DESIGNATION -  A 25
 CP1069  PID         -  CP1069
 CP1069  STATE/COUNTY-  LA/WEST CARROLL
 CP1069  USGS QUAD   -  OAK GROVE (1988)
 CP1069
 CP1069                         *CURRENT SURVEY CONTROL
 CP1069  ___________________________________________________________________
 CP1069* NAD 83(1986)-  32 50 01.     (N)    091 24 00.     (W)     SCALED    
 CP1069* NAVD 88     -        35.203  (meters)     115.50   (feet)  ADJUSTED  
 CP1069  ___________________________________________________________________
 CP1069  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1069  DYNAMIC HT  -          35.164 (meters)     115.37  (feet)  COMP
 CP1069  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CP1069
 CP1069  VERT ORDER  -  SECOND    CLASS 0
 CP1069
 CP1069.The horizontal coordinates were scaled from a topographic map and have
 CP1069.an estimated accuracy of +/- 6 seconds.
 CP1069
 CP1069.The orthometric height was determined by differential leveling
 CP1069.and adjusted by the National Geodetic Survey in June 1991..
 CP1069
 CP1069.The geoid height was determined by GEOID03.
 CP1069
 CP1069.The dynamic height is computed by dividing the NAVD 88
 CP1069.geopotential number by the normal gravity value computed on the
 CP1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1069.degrees latitude (g = 980.6199 gals.).
 CP1069
 CP1069.The modeled gravity was interpolated from observed gravity values.
 CP1069
 CP1069;                    North         East    Units  Estimated Accuracy
 CP1069;SPC LA N     -   259,270.    1,102,990.      MT  (+/- 180 meters Scaled)
 CP1069
 CP1069                          SUPERSEDED SURVEY CONTROL
 CP1069
 CP1069  NGVD 29 (??/??/92)   35.258  (m)          115.68   (f) ADJ UNCH    2 0
 CP1069
 CP1069.Superseded values are not recommended for survey control.
 CP1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1069.See file dsdata.txt to determine how the superseded data were derived.
 CP1069
 CP1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS497339(NAD 83)
 CP1069_MARKER: DB = BENCH MARK DISK
 CP1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1069_SP_SET: CONCRETE POST
 CP1069_STAMPING: A 25 1935
 CP1069_MARK LOGO: CGS   
 CP1069_PROJECTION: FLUSH
 CP1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1069+STABILITY: SURFACE MOTION
 CP1069
 CP1069  HISTORY     - Date     Condition        Report By
 CP1069  HISTORY     - 1935     MONUMENTED       CGS
 CP1069  HISTORY     - 1985     GOOD             LADTD
 CP1069
 CP1069                          STATION DESCRIPTION
 CP1069
 CP1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1069'2.1 MI S FROM OAK GROVE.
 CP1069'2.1 MILES SOUTH OF, ALONG M.P. RY., FROM SCHOOL 71 FEET NORTH OF 5TH
 CP1069'TELEGRAPH POLE SOUTH OF M.P. 467-10.  49.5 FEET WEST OF CENTERLINE OF
 CP1069'MISSOURI PACIFIC R.R. TRACK.  28.6 FEET EAST OF WHITE OAK TREE, 4.5
 CP1069'FT, IN DIAMETER AT BASE IN FRONT OF E.C. HOUGH FARM HOUSE.  21 FEET
 CP1069'SOUTH OF CENTERLINE OF CROSS ROAD TO HOUGH FARM.  2.8 FEET WEST OF
 CP1069'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 CP1069
 CP1069                          STATION RECOVERY (1985)
 CP1069
 CP1069'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP1069'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  4.1 KM
 CP1069'(2.5 MI) SOUTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK GROVE
 CP1069'TO THE BENCH MARK SET ON THE WEST (RIGHT) SIDE OF THE HIGHWAY IN A
 CP1069'SHELL DRIVE TO A BRICK HOUSE, 39 METERS (128 FEET) WEST OF THE
 CP1069'CENTERLINE OF STATE HIGHWAY 17, 23.2 METERS (76 FEET) EAST OF A 48
 CP1069'INCH OAK TREE, 17.4 METERS (57 FEET) NORTH OF A POWER POLE WITH A
 CP1069'TRANSFORMER AND A LIGHT ATTACHED AND 9.1 METERS (30 FEET) SOUTHEAST
 CP1069'OF THE SOUTHEAST CORNER OF THE BRICK HOUSE.
 CP1069'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0068 ***********************************************************************
 BW0068  DESIGNATION -  A 250
 BW0068  PID         -  BW0068
 BW0068  STATE/COUNTY-  LA/AVOYELLES
 BW0068  USGS QUAD   -  MOREAUVILLE (1996)
 BW0068
 BW0068                         *CURRENT SURVEY CONTROL
 BW0068  ___________________________________________________________________
 BW0068* NAD 83(1986)-  31 02 04.     (N)    091 58 40.     (W)     SCALED    
 BW0068* NAVD 88     -        16.980  (meters)      55.71   (feet)  ADJUSTED  
 BW0068  ___________________________________________________________________
 BW0068  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0068  DYNAMIC HT  -          16.959 (meters)      55.64  (feet)  COMP
 BW0068  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 BW0068
 BW0068  VERT ORDER  -  FIRST     CLASS I
 BW0068
 BW0068.The horizontal coordinates were scaled from a topographic map and have
 BW0068.an estimated accuracy of +/- 6 seconds.
 BW0068
 BW0068.The orthometric height was determined by differential leveling
 BW0068.and adjusted by the National Geodetic Survey in February 1994..
 BW0068
 BW0068.The geoid height was determined by GEOID03.
 BW0068
 BW0068.The dynamic height is computed by dividing the NAVD 88
 BW0068.geopotential number by the normal gravity value computed on the
 BW0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0068.degrees latitude (g = 980.6199 gals.).
 BW0068
 BW0068.The modeled gravity was interpolated from observed gravity values.
 BW0068
 BW0068;                    North         East    Units  Estimated Accuracy
 BW0068;SPC LA N     -    59,380.    1,049,860.      MT  (+/- 180 meters Scaled)
 BW0068
 BW0068                          SUPERSEDED SURVEY CONTROL
 BW0068
 BW0068  NAVD 88 (06/15/91)   17.002  (m)           55.78   (f) UNKNOWN     1 1
 BW0068  NGVD 29 (??/??/??)   16.962  (m)           55.65   (f) ADJUSTED    1 1
 BW0068
 BW0068.Superseded values are not recommended for survey control.
 BW0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0068.See file dsdata.txt to determine how the superseded data were derived.
 BW0068
 BW0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ975338(NAD 83)
 BW0068_MARKER: DB = BENCH MARK DISK
 BW0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0068_SP_SET: CATTLE GUARD
 BW0068_STAMPING: A 250 1966
 BW0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0068+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BW0068
 BW0068  HISTORY     - Date     Condition        Report By
 BW0068  HISTORY     - 1966     MONUMENTED       CGS
 BW0068  HISTORY     - 1977     GOOD             NGS
 BW0068  HISTORY     - 20060315 GOOD             USPSQD
 BW0068
 BW0068                          STATION DESCRIPTION
 BW0068
 BW0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0068'0.2 MI W FROM MOREAUVILLE.
 BW0068'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 114 FROM THE POST OFFICE AT
 BW0068'MOREAUVILLE, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 100 FEET
 BW0068'EAST OF THE CENTER LINE OF STATE HIGHWAY 451, 82 FEET WEST OF THE
 BW0068'CENTER LINE OF A LANE WHICH IS THE ENTRANCE TO THE LEON F. BERIDON
 BW0068'AIRPORT, 27 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 BW0068'TWO-STORIED HOUSE WHICH PRESENTLY HOUSES THE BERIDON CLINIC, SET IN
 BW0068'THE TOP OF THE NORTHWEST CORNER OF A CONCRETE RETAINING WALL AROUND A
 BW0068'PIPE CATTLE GUARD AND ENTRANCE TO THE CLINIC, 5 INCHES SOUTH OF THE
 BW0068'SOUTH EDGE OF A SIDEWALK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BW0068'HIGHWAY.
 BW0068
 BW0068                          STATION RECOVERY (1977)
 BW0068
 BW0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0068'RECOVERED IN GOOD CONDITION.
 BW0068
 BW0068                          STATION RECOVERY (2006)
 BW0068
 BW0068'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BW0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2865 ***********************************************************************
 BK2865  DESIGNATION -  A 2503 LGS 1974
 BK2865  PID         -  BK2865
 BK2865  STATE/COUNTY-  LA/ACADIA
 BK2865  USGS QUAD   -  BASILE (1985)
 BK2865
 BK2865                         *CURRENT SURVEY CONTROL
 BK2865  ___________________________________________________________________
 BK2865* NAD 83(1992)-  30 23 34.11890(N)    092 34 26.94790(W)     ADJUSTED  
 BK2865* NAVD 88     -        12.   **(meters)      39.   **(feet)  SCALED    
 BK2865  **This station is located in a subsidence area (see below).
 BK2865  ___________________________________________________________________
 BK2865  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2865  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2865
 BK2865  HORZ ORDER  -  SECOND
 BK2865
 BK2865.The horizontal coordinates were established by classical geodetic methods
 BK2865.and adjusted by the National Geodetic Survey in January 1993..
 BK2865
 BK2865 ** The orthometric height has not been validated since last determined
 BK2865 ** by differential leveling and should not be used for control purposes.
 BK2865 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2865 ** area with valid NAVD 88 orthometric heights.
 BK2865 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2865 ** epoch indicated which incorporates improved geoid heights for the
 BK2865 ** Southern Louisiana Subsidence area.
 BK2865 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2865.The orthometric height was scaled from a topographic map.
 BK2865
 BK2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2865
 BK2865.The geoid height was determined by GEOID03.
 BK2865
 BK2865;                    North         East     Units Scale Factor Converg.
 BK2865;SPC LA S     -   210,454.453   880,760.722   MT  0.99994906   -0 37 13.5
 BK2865;SPC LA S     -   690,465.98  2,889,629.14   sFT  0.99994906   -0 37 13.5
 BK2865;UTM  15      - 3,362,390.191   540,909.502   MT  0.99962065   +0 12 55.6
 BK2865
 BK2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2865!SPC LA S     -   1.00000241  x   0.99994906  =   0.99995147
 BK2865!UTM  15      -   1.00000241  x   0.99962065  =   0.99962306
 BK2865
 BK2865                          SUPERSEDED SURVEY CONTROL
 BK2865
 BK2865  NAD 83(1986)-  30 23 34.13878(N)    092 34 26.94179(W) AD(       ) 2
 BK2865  NAD 27      -  30 23 33.41065(N)    092 34 26.44423(W) AD(       ) 2
 BK2865
 BK2865.Superseded values are not recommended for survey control.
 BK2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2865.See file dsdata.txt to determine how the superseded data were derived.
 BK2865
 BK2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4091062390(NAD 83)
 BK2865_MARKER: DD = SURVEY DISK
 BK2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2865+STABILITY: SURFACE MOTION
 BK2865
 BK2865  HISTORY     - Date     Condition        Report By
 BK2865  HISTORY     - 1974     MONUMENTED       LAGS
 BK2865
 BK2865                          STATION DESCRIPTION
 BK2865
 BK2865'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1974 (HRR)
 BK2865'THE STATION IS LOCATED 8-1/2 MILES SOUTHEAST OF ELTON, 7-3/4 MILES
 BK2865'NORTH OF EVANGELINE, 5-1/2 MILES SOUTH OF BASILE AND ON ROAD
 BK2865'RIGHT-OF-WAY.
 BK2865'
 BK2865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 97 AND 100
 BK2865'IN EVANGELINE, GO NORTH ON STATE HIGHWAY 97 FOR 4.5 MILES TO THE
 BK2865'JUNCTION OF STATE HIGHWAYS 1123 AND 98.  CONTINUE NORTH ON STATE
 BK2865'HIGHWAY 97 FOR 4.05 MILES TO THE MARK ON THE RIGHT.
 BK2865'
 BK2865'A2503 (LDH) IS A LOUISIANA GEODETIC SURVEY AND STATE CONTROL SURVEY
 BK2865'DISK STAMPED A2503, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 BK2865'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BK2865'40 FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 97, 16 FEET
 BK2865'WEST-NORTHWEST OF THE WEST EDGE OF A CANAL AND 1.2 FEET
 BK2865'EAST-SOUTHEAST OF A METAL WITNESS POST.
 BK2865'
 BK2865'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARDOIN
 BK2865'1974, THE DISTANCE BEING (338.65 FT.) OR 103.2218 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0672 ***********************************************************************
 BW0672  DESIGNATION -  A 251
 BW0672  PID         -  BW0672
 BW0672  STATE/COUNTY-  LA/CONCORDIA
 BW0672  USGS QUAD   -  NATCHEZ (1976)
 BW0672
 BW0672                         *CURRENT SURVEY CONTROL
 BW0672  ___________________________________________________________________
 BW0672* NAD 83(1986)-  31 33 28.     (N)    091 29 05.     (W)     SCALED    
 BW0672* NAVD 88     -        17.06   (+/-2cm)      56.0    (feet)  VERTCON   
 BW0672  ___________________________________________________________________
 BW0672  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0672
 BW0672  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0672
 BW0672.The horizontal coordinates were scaled from a topographic map and have
 BW0672.an estimated accuracy of +/- 6 seconds.
 BW0672
 BW0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0672.The vertical order pertains to the NGVD 29 superseded value.
 BW0672
 BW0672.The geoid height was determined by GEOID03.
 BW0672
 BW0672;                    North         East    Units  Estimated Accuracy
 BW0672;SPC LA N     -   117,730.    1,096,390.      MT  (+/- 180 meters Scaled)
 BW0672
 BW0672                          SUPERSEDED SURVEY CONTROL
 BW0672
 BW0672  NGVD 29 (??/??/92)   17.06   (m)           56.0    (f) COMPUTED    1 2
 BW0672
 BW0672.Superseded values are not recommended for survey control.
 BW0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0672.See file dsdata.txt to determine how the superseded data were derived.
 BW0672
 BW0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ438924(NAD 83)
 BW0672_MARKER: DB = BENCH MARK DISK
 BW0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0672_STAMPING: A 251 1966
 BW0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0672+STABILITY: SURFACE MOTION
 BW0672
 BW0672  HISTORY     - Date     Condition        Report By
 BW0672  HISTORY     - 1966     MONUMENTED       CGS
 BW0672
 BW0672                          STATION DESCRIPTION
 BW0672
 BW0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0672'4.8 MI SW FROM VIDALIA.
 BW0672'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0672'AT VIDALIA, THENCE 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 131, THENCE
 BW0672'0.85 MILE NORTHWEST ALONG A GRADED DIRT ROAD TO THE WHITEHALL
 BW0672'PLANTATION AIRSTRIP, IN SECTION 21, T 7 N, R 4 W, ABOUT 0.5 MILE
 BW0672'NORTHWEST OF A CATTLE GUARD, ABOUT 0.4 MILE NORTHWEST OF SOME STOCK
 BW0672'PENS AND A BARN, 0.2 MILE SOUTHEAST OF A WOODED AREA, 69 1/2 FEET
 BW0672'NORTHEAST OF THE CENTER LINE OF THE ROAD, 70 FEET NORTHWEST OF THE
 BW0672'CENTER LINE OF THE SOUTHWEST END OF THE AIRSTRIP, 5 1/2 FEET NORTHWEST
 BW0672'OF A POWER POLE, ABOUT IN LINE WITH A ROW OF POLES, 1.6 FEET SOUTHEAST
 BW0672'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND THE AIRSTRIP,
 BW0672'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0692 ***********************************************************************
 BX0692  DESIGNATION -  A 252
 BX0692  PID         -  BX0692
 BX0692  STATE/COUNTY-  LA/GRANT
 BX0692  USGS QUAD   -  BALL (1993)
 BX0692
 BX0692                         *CURRENT SURVEY CONTROL
 BX0692  ___________________________________________________________________
 BX0692* NAD 83(1986)-  31 27 40.     (N)    092 25 23.     (W)     SCALED    
 BX0692* NAVD 88     -        56.63   (+/-2cm)     185.8    (feet)  VERTCON   
 BX0692  ___________________________________________________________________
 BX0692  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX0692
 BX0692  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0692
 BX0692.The horizontal coordinates were scaled from a topographic map and have
 BX0692.an estimated accuracy of +/- 6 seconds.
 BX0692
 BX0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0692.The vertical order pertains to the NGVD 29 superseded value.
 BX0692
 BX0692.The geoid height was determined by GEOID03.
 BX0692
 BX0692;                    North         East    Units  Estimated Accuracy
 BX0692;SPC LA N     -   106,570.    1,007,310.      MT  (+/- 180 meters Scaled)
 BX0692
 BX0692                          SUPERSEDED SURVEY CONTROL
 BX0692
 BX0692  NGVD 29 (??/??/??)   56.619  (m)          185.76   (f) ADJUSTED    1 2
 BX0692
 BX0692.Superseded values are not recommended for survey control.
 BX0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0692.See file dsdata.txt to determine how the superseded data were derived.
 BX0692
 BX0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ548808(NAD 83)
 BX0692_MARKER: DB = BENCH MARK DISK
 BX0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0692_STAMPING: A 252 1966
 BX0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0692+STABILITY: SURFACE MOTION
 BX0692
 BX0692  HISTORY     - Date     Condition        Report By
 BX0692  HISTORY     - 1966     MONUMENTED       CGS
 BX0692
 BX0692                          STATION DESCRIPTION
 BX0692
 BX0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0692'IN SIMMS.
 BX0692'AT SIMMS, IN SECTION 25, T 6 N, R 1 W, 68 FEET SOUTHWEST AND ACROSS
 BX0692'THE MISSOURI PACIFIC RAILROAD FROM THE STATION SIGN, 200 FEET
 BX0692'SOUTHWEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 768, 58 FEET
 BX0692'WEST OF THE WEST RAIL OF THE MAIN TRACK, 43 FEET SOUTH OF THE CENTER
 BX0692'LINE OF THE HIGHWAY AND THE CENTER OF A CATTLE GUARD, 9 FEET NORTHWEST
 BX0692'OF TELEPHONE POLE NUMBER 69 WHICH IS BRACED BY 2 GUY WIRES, 21 FEET
 BX0692'WEST OF A BRACE POLE FOR A TELEPHONE LINE WHICH CROSSES OVER THE
 BX0692'RAILROAD, 1 1/2 FEET EAST OF A FENCE, 1.4 FEET SOUTHWEST OF A METAL
 BX0692'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, ABOUT
 BX0692'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0692'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1167 ***********************************************************************
 BW1167  DESIGNATION -  A 253
 BW1167  PID         -  BW1167
 BW1167  STATE/COUNTY-  LA/CONCORDIA
 BW1167  USGS QUAD   -  DEER PARK (1983)
 BW1167
 BW1167                         *CURRENT SURVEY CONTROL
 BW1167  ___________________________________________________________________
 BW1167* NAD 83(1992)-  31 28 23.40693(N)    091 32 06.32918(W)     ADJUSTED  
 BW1167* NAVD 88     -        23.779  (meters)      78.01   (feet)  ADJUSTED  
 BW1167  ___________________________________________________________________
 BW1167  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BW1167  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BW1167  DYNAMIC HT  -          23.750 (meters)      77.92  (feet)  COMP
 BW1167  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 BW1167
 BW1167  HORZ ORDER  -  SECOND
 BW1167  VERT ORDER  -  FIRST     CLASS II
 BW1167
 BW1167.The horizontal coordinates were established by classical geodetic methods
 BW1167.and adjusted by the National Geodetic Survey in May 1994..
 BW1167
 BW1167.The orthometric height was determined by differential leveling
 BW1167.and adjusted by the National Geodetic Survey in February 1994..
 BW1167
 BW1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1167
 BW1167.The geoid height was determined by GEOID03.
 BW1167
 BW1167.The dynamic height is computed by dividing the NAVD 88
 BW1167.geopotential number by the normal gravity value computed on the
 BW1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1167.degrees latitude (g = 980.6199 gals.).
 BW1167
 BW1167.The modeled gravity was interpolated from observed gravity values.
 BW1167
 BW1167;                    North         East     Units Scale Factor Converg.
 BW1167;SPC LA N     -   108,308.866 1,091,688.434   MT  0.99994464   +0 30 36.5
 BW1167;SPC LA N     -   355,343.34  3,581,647.80   sFT  0.99994464   +0 30 36.5
 BW1167;SPC MS W     -   219,361.341   585,799.471   MT  1.00011080   -0 37 39.0
 BW1167;SPC MS W     -   719,688.00  1,921,910.43   sFT  1.00011080   -0 37 39.0
 BW1167;UTM  15      - 3,482,971.764   639,160.707   MT  0.99983886   +0 45 53.8
 BW1167
 BW1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1167!SPC LA N     -   1.00000042  x   0.99994464  =   0.99994506
 BW1167!SPC MS W     -   1.00000042  x   1.00011080  =   1.00011122
 BW1167!UTM  15      -   1.00000042  x   0.99983886  =   0.99983928
 BW1167
 BW1167:                Primary Azimuth Mark                     Grid Az
 BW1167:SPC LA N     -  J 27 25 USE                              029 39 39.2
 BW1167:SPC MS W     -  J 27 25 USE                              030 47 54.7
 BW1167:UTM  15      -  J 27 25 USE                              029 24 21.9
 BW1167
 BW1167|---------------------------------------------------------------------|
 BW1167| PID    Reference Object                     Distance      Geod. Az  |
 BW1167|                                                           dddmmss.s |
 BW1167| BW2479 J 27 25 USE                         APPROX. 1.4 KM 0301015.7 |
 BW1167|---------------------------------------------------------------------|
 BW1167
 BW1167                          SUPERSEDED SURVEY CONTROL
 BW1167
 BW1167  NAD 83(1992)-  31 28 23.42150(N)    091 32 06.32735(W) AD(       ) 2
 BW1167  NAD 83(1986)-  31 28 23.42146(N)    091 32 06.32551(W) AD(       ) 2
 BW1167  NAD 27      -  31 28 22.81690(N)    091 32 05.89397(W) AD(       ) 2
 BW1167  NAVD 88 (06/15/91)   23.799  (m)           78.08   (f) UNKNOWN     1 2
 BW1167  NGVD 29 (??/??/??)   23.770  (m)           77.99   (f) ADJUSTED    1 2
 BW1167
 BW1167.Superseded values are not recommended for survey control.
 BW1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1167.See file dsdata.txt to determine how the superseded data were derived.
 BW1167
 BW1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3916182972(NAD 83)
 BW1167_MARKER: DB = BENCH MARK DISK
 BW1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1167_SP_SET: CATTLE GUARD
 BW1167_STAMPING: A 253 1966
 BW1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1167
 BW1167  HISTORY     - Date     Condition        Report By
 BW1167  HISTORY     - 1966     MONUMENTED       CGS
 BW1167  HISTORY     - 1977     GOOD             NGS
 BW1167  HISTORY     - 1979     GOOD             NGS
 BW1167
 BW1167                          STATION DESCRIPTION
 BW1167
 BW1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1167'10.95 MI SW FROM VIDALIA.
 BW1167'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1167'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1167'THENCE 3.95 MILES SOUTHWEST ALONG STATE HIGHWAY 15, IN SECTION 10, T 6
 BW1167'N, R 9 E, ABOUT 0.15 MILE EAST OF THE RESIDENCE OF FRANK JUNKIE, 287
 BW1167'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 BW1167'GRAVELED ROAD, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BW1167'150 FEET SOUTHEAST OF A WIRE MESH FENCE AROUND A SMALL TRANSFORMER
 BW1167'STATION, SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE RETAINING
 BW1167'WALL AROUND A CATTLE GUARD IN THE HIGHWAY, AND ABOUT LEVEL WITH THE
 BW1167'HIGHWAY.
 BW1167
 BW1167                          STATION RECOVERY (1977)
 BW1167
 BW1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW1167'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF FERRIDAY,
 BW1167'9 MILES SOUTHWEST OF VIDALIA, 1/2 MILE WEST OF THE
 BW1167'MISSISSIPPI RIVER.  PERMISSION WAS GRANTED BY THE BOARD OF
 BW1167'COMMISSIONERS, 5TH LOUISIANA DISTRICT COURTHOUSE,TALLULAH,
 BW1167'LOUISIANA 71282.
 BW1167'
 BW1167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 BW1167'131 WHICH IS ABOUT 7 MILES WEST OF VIDALIA, GO SOUTH ON STATE
 BW1167'HIGHWAY 15 FOR 3.6 MILES TO BENCH MARK A 253 ON THE LEFT
 BW1167'AT A CATTLE GUARD.
 BW1167'
 BW1167'STATION MARK, STAMPED---A 253 1966---, IS A STANDARD BENCH
 BW1167'MARK DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 BW1167'CATTLE GUARD ABUTMENT.  IT IS ABOUT 290 FEET NORTHEAST OF
 BW1167'THE CENTER OF THE JUNCTION OF A GRAVELED ROAD AND HIGHWAY 15,
 BW1167'AND 15 FEET EAST OF THE CENTER OF HIGHWAY 15.
 BW1167'
 BW1167'AN ELECTRONIC DISTANCE MEASURMENT WAS MADE TO TRIANGULATION
 BW1167'STATION WILLETTS 2.  THIS STATION WAS USED AS AN AZIMUTH
 BW1167'MARK FOR TRIANGULATION STATION WILLETTS 2.
 BW1167'
 BW1167'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 BW1167
 BW1167                          STATION RECOVERY (1979)
 BW1167
 BW1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1167'NOTE-MARK IS NOW ABOUT 1 FOOT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0003 ***********************************************************************
 BW0003  DESIGNATION -  A 254
 BW0003  PID         -  BW0003
 BW0003  STATE/COUNTY-  LA/CONCORDIA
 BW0003  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0003
 BW0003                         *CURRENT SURVEY CONTROL
 BW0003  ___________________________________________________________________
 BW0003* NAD 83(1986)-  31 11 28.     (N)    091 37 53.     (W)     SCALED    
 BW0003* NAVD 88     -        17.140  (meters)      56.23   (feet)  ADJUSTED  
 BW0003  ___________________________________________________________________
 BW0003  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BW0003  DYNAMIC HT  -          17.119 (meters)      56.16  (feet)  COMP
 BW0003  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 BW0003
 BW0003  VERT ORDER  -  FIRST     CLASS I
 BW0003
 BW0003.The horizontal coordinates were scaled from a topographic map and have
 BW0003.an estimated accuracy of +/- 6 seconds.
 BW0003
 BW0003.The orthometric height was determined by differential leveling
 BW0003.and adjusted by the National Geodetic Survey in February 1994..
 BW0003
 BW0003.The geoid height was determined by GEOID03.
 BW0003
 BW0003.The dynamic height is computed by dividing the NAVD 88
 BW0003.geopotential number by the normal gravity value computed on the
 BW0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0003.degrees latitude (g = 980.6199 gals.).
 BW0003
 BW0003.The modeled gravity was interpolated from observed gravity values.
 BW0003
 BW0003;                    North         East    Units  Estimated Accuracy
 BW0003;SPC LA N     -    76,960.    1,082,790.      MT  (+/- 180 meters Scaled)
 BW0003
 BW0003                          SUPERSEDED SURVEY CONTROL
 BW0003
 BW0003  NAVD 88 (06/15/91)   17.164  (m)           56.31   (f) UNKNOWN     1 1
 BW0003  NGVD 29 (??/??/??)   17.115  (m)           56.15   (f) ADJUSTED    1 1
 BW0003
 BW0003.Superseded values are not recommended for survey control.
 BW0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0003.See file dsdata.txt to determine how the superseded data were derived.
 BW0003
 BW0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ304515(NAD 83)
 BW0003_MARKER: DB = BENCH MARK DISK
 BW0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0003_STAMPING: A 254 1966
 BW0003_MARK LOGO: CGS   
 BW0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0003+STABILITY: SURFACE MOTION
 BW0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0003+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1991
 BW0003
 BW0003  HISTORY     - Date     Condition        Report By
 BW0003  HISTORY     - 1966     MONUMENTED       CGS
 BW0003  HISTORY     - 1976     GOOD             NGS
 BW0003  HISTORY     - 19910710 GOOD             LADTD
 BW0003
 BW0003                          STATION DESCRIPTION
 BW0003
 BW0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0003'IN SHAW.
 BW0003'AT SHAW, IN SECTION 35, T 3 N, R 8 E, 108 FEET SOUTH OF THE SOUTHEAST
 BW0003'CORNER OF A RED BRICK SCHOOLHOUSE, 146 FEET WEST OF THE CENTER LINE OF
 BW0003'THE TOP OF A LEVEE, 41 FEET WEST OF THE CENTER LINE OF A PAVED ROAD IN
 BW0003'FRONT OF THE SCHOOLHOUSE, 111 FEET WEST OF THE CENTER LINE OF STATE
 BW0003'HIGHWAY 15, 103 FEET NORTH OF A 12-INCH CEDAR TREE, 94 1/2 FEET NORTH
 BW0003'OF A METAL GATE IN A WIRE MESH FENCE, 1.5 FEET SOUTH OF A METAL
 BW0003'WITNESS POST, ABOUT LEVEL WITH THE PAVED ROAD, AND SET IN THE TOP OF A
 BW0003'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 BW0003
 BW0003                          STATION RECOVERY (1976)
 BW0003
 BW0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0003'0.15 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0003'HIGHWAY 190, 111 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 108
 BW0003'FT. SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED BRICK SCHOOL HOUSE,
 BW0003'103 FT. NORTH OF A 12 INCH CEDAR TREE, 1.3 FT. EAST OF A FENCE.
 BW0003
 BW0003                          STATION RECOVERY (1991)
 BW0003
 BW0003'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BW0003'THE STATION IS LOCATED IN SHAW.  OWNERSHIP--UNKNOWN. TO REACH THE
 BW0003'STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 910 IN SHAW, GO
 BW0003'NORTH FOR 0.15 MI (0.24 KM) ON HIGHWAY 15 TO THE STATION ON THE LEFT
 BW0003'IN FRONT OF AN OLD SCHOOL BUILDING. THE STATION IS 107.0 FT (32.6 M)
 BW0003'WEST-NORTHWEST FROM THE CENTER OF THE HIGHWAY, 107.0 SOUTH FROM THE
 BW0003'SOUTHEAST CORNER OF A RED BRICK BUILDING, 38.0 FT (11.6 M)
 BW0003'WEST-NORTHWEST FROM A PAVED ROAD, 14.0 FT (4.3 M) NORTHEAST FROM A
 BW0003'24-INCH PINE TREE, 1.0 FT (0.3 M) EAST FROM A CHAIN LINK FENCE AND 1.0
 BW0003'FT (0.3 M) SOUTH-SOUTHWEST FROM A METAL WITNESS POST WITH SIGN
 BW0003'ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 BW0003'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1362 ***********************************************************************
 CP1362  DESIGNATION -  A 255
 CP1362  PID         -  CP1362
 CP1362  STATE/COUNTY-  LA/MADISON
 CP1362  USGS QUAD   -  TALLULAH (1994)
 CP1362
 CP1362                         *CURRENT SURVEY CONTROL
 CP1362  ___________________________________________________________________
 CP1362* NAD 83(1986)-  32 25 50.     (N)    091 13 00.     (W)     SCALED    
 CP1362* NAVD 88     -        24.336  (meters)      79.84   (feet)  ADJUSTED  
 CP1362  ___________________________________________________________________
 CP1362  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP1362  DYNAMIC HT  -          24.309 (meters)      79.75  (feet)  COMP
 CP1362  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 CP1362
 CP1362  VERT ORDER  -  FIRST     CLASS I
 CP1362
 CP1362.The horizontal coordinates were scaled from a topographic map and have
 CP1362.an estimated accuracy of +/- 6 seconds.
 CP1362
 CP1362.The orthometric height was determined by differential leveling
 CP1362.and adjusted by the National Geodetic Survey in June 1991..
 CP1362
 CP1362.The geoid height was determined by GEOID03.
 CP1362
 CP1362.The dynamic height is computed by dividing the NAVD 88
 CP1362.geopotential number by the normal gravity value computed on the
 CP1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1362.degrees latitude (g = 980.6199 gals.).
 CP1362
 CP1362.The modeled gravity was interpolated from observed gravity values.
 CP1362
 CP1362;                    North         East    Units  Estimated Accuracy
 CP1362;SPC LA N     -   214,770.    1,120,690.      MT  (+/- 180 meters Scaled)
 CP1362
 CP1362                          SUPERSEDED SURVEY CONTROL
 CP1362
 CP1362  NGVD 29 (??/??/??)   24.343  (m)           79.87   (f) ADJUSTED    1 1
 CP1362
 CP1362.Superseded values are not recommended for survey control.
 CP1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1362.See file dsdata.txt to determine how the superseded data were derived.
 CP1362
 CP1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR676895(NAD 83)
 CP1362_MARKER: DB = BENCH MARK DISK
 CP1362_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1362_SP_SET: 110 FT
 CP1362_STAMPING: A 255 1968
 CP1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1362
 CP1362  HISTORY     - Date     Condition        Report By
 CP1362  HISTORY     - 1968     MONUMENTED       CGS
 CP1362
 CP1362                          STATION DESCRIPTION
 CP1362
 CP1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1362'2.4 MI NW FROM TALLULAH.
 CP1362'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CP1362'TALLULAH, IN SECTION 27, T 17 N, R 12 E, ON THE INSIDE OF A CURVE IN
 CP1362'THE HIGHWAY, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56
 CP1362'FEET EAST OF THE EAST CORNER OF THE SECOND HOUSE SOUTHEAST OF THE MOST
 CP1362'NORTHWESTERLY OF 5 HOUSES, 59 FEET NORTH OF THE NORTH CORNER OF THE
 CP1362'MIDDLE HOUSE, 12 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 CP1362'DRIVEWAY, 1 FOOT NORTHWEST OF A FENCE, 1.3 FEET SOUTHWEST OF A METAL
 CP1362'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 CP1362'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 110
 CP1362'FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH IS LEVEL WITH THE
 CP1362'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2826 ***********************************************************************
 BK2826  DESIGNATION -  A 2550 LGS 1969
 BK2826  PID         -  BK2826
 BK2826  STATE/COUNTY-  LA/ACADIA
 BK2826  USGS QUAD   -  RICHARD (1983)
 BK2826
 BK2826                         *CURRENT SURVEY CONTROL
 BK2826  ___________________________________________________________________
 BK2826* NAD 83(1992)-  30 25 18.78496(N)    092 17 06.87152(W)     ADJUSTED  
 BK2826* NAVD 88     -        13.76   (+/-2cm)      45.1  **(feet)  VERTCON   
 BK2826  **This station is located in a subsidence area (see below).
 BK2826  ___________________________________________________________________
 BK2826  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BK2826  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2826
 BK2826  HORZ ORDER  -  SECOND
 BK2826  VERT ORDER  -  THIRD ? (See Below)
 BK2826
 BK2826.The horizontal coordinates were established by classical geodetic methods
 BK2826.and adjusted by the National Geodetic Survey in January 1993..
 BK2826
 BK2826 ** The orthometric height has not been validated since last determined
 BK2826 ** by differential leveling and should not be used for control purposes.
 BK2826 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2826 ** area with valid NAVD 88 orthometric heights.
 BK2826 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2826 ** epoch indicated which incorporates improved geoid heights for the
 BK2826 ** Southern Louisiana Subsidence area.
 BK2826 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2826.The vertical order pertains to the NGVD 29 superseded value.
 BK2826
 BK2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2826
 BK2826.The geoid height was determined by GEOID03.
 BK2826
 BK2826;                    North         East     Units Scale Factor Converg.
 BK2826;SPC LA S     -   213,411.660   908,550.226   MT  0.99995265   -0 28 33.5
 BK2826;SPC LA S     -   700,168.09  2,980,801.87   sFT  0.99995265   -0 28 33.5
 BK2826;UTM  15      - 3,365,751.913   568,644.165   MT  0.99965813   +0 21 43.0
 BK2826
 BK2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2826!SPC LA S     -   1.00000215  x   0.99995265  =   0.99995480
 BK2826!UTM  15      -   1.00000215  x   0.99965813  =   0.99966028
 BK2826
 BK2826                          SUPERSEDED SURVEY CONTROL
 BK2826
 BK2826  NAD 83(1986)-  30 25 18.80478(N)    092 17 06.86583(W) AD(       ) 2
 BK2826  NAD 27      -  30 25 18.07769(N)    092 17 06.41475(W) AD(       ) 2
 BK2826  NGVD 29 (07/19/86)   13.72   (m)           45.0    (f) LEVELING    3  
 BK2826
 BK2826.Superseded values are not recommended for survey control.
 BK2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2826.See file dsdata.txt to determine how the superseded data were derived.
 BK2826
 BK2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6864465752(NAD 83)
 BK2826_MARKER: DD = SURVEY DISK
 BK2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2826+STABILITY: SURFACE MOTION
 BK2826
 BK2826  HISTORY     - Date     Condition        Report By
 BK2826  HISTORY     - 1969     MONUMENTED       LAGS
 BK2826
 BK2826                          STATION DESCRIPTION
 BK2826
 BK2826'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1969 (LGB)
 BK2826'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF EUNICE, 5-1/2
 BK2826'MILES WEST-NORTHWEST OF CHURCH POINT AND ON LAND OWNED BY THE
 BK2826'DAIGLES BROTHERS OF CHURCH POINT.
 BK2826'
 BK2826'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH POINT, GO
 BK2826'NORTHWEST ON MAIN STREET (STATE HIGHWAY 95) FOR 0.15 MILE TO A CROSS
 BK2826'STREET (JUNCTION WITH STATE HIGHWAY 95 AND 35).  CONTINUE AHEAD
 BK2826'NORTHWEST ON MAIN STREET (STATE HIGHWAY 95) FOR 3.1 MILES TO A
 BK2826'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD
 BK2826'FOR 0.25 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 BK2826'NORTH, WEST AND SOUTHWESTERLY ON GRAVELED ROAD FOR 1.55 MILE TO A
 BK2826'T ROAD.  TURN RIGHT AND GO NORTHWEST AND SOUTHWEST ON GRAVELED
 BK2826'ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT WHERE THE ROAD TURNS
 BK2826'SHARP RIGHT.
 BK2826'
 BK2826'MARK IS A STANDARD LOUISIANA GEODETIC SURVEY AND STATE CONTROL
 BK2826'STATION MARK DISK, STAMPED A 2550, SET IN THE TOP OF A 6-INCH
 BK2826'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 39 FEET
 BK2826'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 20 FEET EAST OF CENTER
 BK2826'OF A TRACK ROAD, 8.5 FEET NORTHEAST OF A POWERLINE POLE AND 1
 BK2826'FOOT NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0072 ***********************************************************************
 CQ0072  DESIGNATION -  A 256
 CQ0072  PID         -  CQ0072
 CQ0072  STATE/COUNTY-  LA/OUACHITA
 CQ0072  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0072
 CQ0072                         *CURRENT SURVEY CONTROL
 CQ0072  ___________________________________________________________________
 CQ0072* NAD 83(1986)-  32 30 40.     (N)    092 22 31.     (W)     SCALED    
 CQ0072* NAVD 88     -        68.835  (meters)     225.84   (feet)  ADJUSTED  
 CQ0072  ___________________________________________________________________
 CQ0072  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ0072  DYNAMIC HT  -          68.758 (meters)     225.58  (feet)  COMP
 CQ0072  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CQ0072
 CQ0072  VERT ORDER  -  FIRST     CLASS I
 CQ0072
 CQ0072.The horizontal coordinates were scaled from a topographic map and have
 CQ0072.an estimated accuracy of +/- 6 seconds.
 CQ0072
 CQ0072.The orthometric height was determined by differential leveling
 CQ0072.and adjusted by the National Geodetic Survey in June 1991..
 CQ0072
 CQ0072.The geoid height was determined by GEOID03.
 CQ0072
 CQ0072.The dynamic height is computed by dividing the NAVD 88
 CQ0072.geopotential number by the normal gravity value computed on the
 CQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0072.degrees latitude (g = 980.6199 gals.).
 CQ0072
 CQ0072.The modeled gravity was interpolated from observed gravity values.
 CQ0072
 CQ0072;                    North         East    Units  Estimated Accuracy
 CQ0072;SPC LA N     -   222,990.    1,011,720.      MT  (+/- 180 meters Scaled)
 CQ0072
 CQ0072                          SUPERSEDED SURVEY CONTROL
 CQ0072
 CQ0072  NGVD 29 (??/??/??)   68.892  (m)          226.02   (f) ADJUSTED    1 1
 CQ0072
 CQ0072.Superseded values are not recommended for survey control.
 CQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0072.See file dsdata.txt to determine how the superseded data were derived.
 CQ0072
 CQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR586972(NAD 83)
 CQ0072_MARKER: DB = BENCH MARK DISK
 CQ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0072_STAMPING: A 256 1968
 CQ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0072+STABILITY: SURFACE MOTION
 CQ0072
 CQ0072  HISTORY     - Date     Condition        Report By
 CQ0072  HISTORY     - 1968     MONUMENTED       CGS
 CQ0072  HISTORY     - 1969     GOOD             CGS
 CQ0072
 CQ0072                          STATION DESCRIPTION
 CQ0072
 CQ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0072'1.0 MI W FROM CALHOUN.
 CQ0072'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0072'CALHOUN, IN SECTION 28, T 18 N, R 1 E, 89 FEET SOUTH OF THE CENTER
 CQ0072'LINE OF THE HIGHWAY, 36 FEET SOUTH OF A FENCE, 52 1/2 FEET NORTHEAST
 CQ0072'OF POWER POLE NUMBER 236, 6 FEET EAST OF THE MOST SOUTHERLY OF 4 PINE
 CQ0072'TREES, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 CQ0072'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0072'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1661 ***********************************************************************
 CQ1661  DESIGNATION -  A 257
 CQ1661  PID         -  CQ1661
 CQ1661  STATE/COUNTY-  LA/CADDO
 CQ1661  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1661
 CQ1661                         *CURRENT SURVEY CONTROL
 CQ1661  ___________________________________________________________________
 CQ1661* NAD 83(1986)-  32 29 38.     (N)    093 45 33.     (W)     SCALED    
 CQ1661* NAVD 88     -        73.070  (meters)     239.73   (feet)  ADJUSTED  
 CQ1661  ___________________________________________________________________
 CQ1661  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1661  DYNAMIC HT  -          72.987 (meters)     239.46  (feet)  COMP
 CQ1661  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CQ1661
 CQ1661  VERT ORDER  -  FIRST     CLASS I
 CQ1661
 CQ1661.The horizontal coordinates were scaled from a topographic map and have
 CQ1661.an estimated accuracy of +/- 6 seconds.
 CQ1661
 CQ1661.The orthometric height was determined by differential leveling
 CQ1661.and adjusted by the National Geodetic Survey in June 1991..
 CQ1661
 CQ1661.The geoid height was determined by GEOID03.
 CQ1661
 CQ1661.The dynamic height is computed by dividing the NAVD 88
 CQ1661.geopotential number by the normal gravity value computed on the
 CQ1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1661.degrees latitude (g = 980.6199 gals.).
 CQ1661
 CQ1661.The modeled gravity was interpolated from observed gravity values.
 CQ1661
 CQ1661;                    North         East    Units  Estimated Accuracy
 CQ1661;SPC LA N     -   221,760.      881,670.      MT  (+/- 180 meters Scaled)
 CQ1661
 CQ1661                          SUPERSEDED SURVEY CONTROL
 CQ1661
 CQ1661  NGVD 29 (??/??/??)   73.141  (m)          239.96   (f) ADJUSTED    1 1
 CQ1661
 CQ1661.Superseded values are not recommended for survey control.
 CQ1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1661.See file dsdata.txt to determine how the superseded data were derived.
 CQ1661
 CQ1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR286954(NAD 83)
 CQ1661_MARKER: DB = BENCH MARK DISK
 CQ1661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1661_SP_SET: 24 FEET
 CQ1661_STAMPING: A 257 1968
 CQ1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1661
 CQ1661  HISTORY     - Date     Condition        Report By
 CQ1661  HISTORY     - 1968     MONUMENTED       CGS
 CQ1661  HISTORY     - 1969     GOOD             CGS
 CQ1661  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CQ1661  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1661
 CQ1661                          STATION DESCRIPTION
 CQ1661
 CQ1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1661'1.25 MI SW FROM SHREVEPORT.
 CQ1661'ABOUT 1.25 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ1661'THE UNION STATION AT SHREVEPORT, IN SECTION 1, T 17 N, R 14 W, 0.1
 CQ1661'MILE NORTHEAST OF THE RAILROAD UNDERPASS FOR LINWOOD AVENUE, 27 FEET
 CQ1661'NORTHWEST OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AND THE
 CQ1661'TEXAS AND PACIFIC RAILWAY, 21 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 CQ1661'THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, 129 FEET NORTH AND
 CQ1661'ACROSS THE TRACKS FROM THE WEST CORNER OF THE WESTERN PAPER COMPANY
 CQ1661'BUILDING, 82 FEET SOUTHWEST OF THE CENTER LINE OF VAN LOAN STREET, 19
 CQ1661'FEET SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE BUILDING, 4 1/2 FEET
 CQ1661'SOUTHEAST OF A POWER POLE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 CQ1661'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 CQ1661'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS
 CQ1661'ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE
 CQ1661'SURFACE OF THE GROUND.
 CQ1661
 CQ1661                          STATION RECOVERY (1989)
 CQ1661
 CQ1661'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 CQ1661'MARK NOT FOUND.
 CQ1661
 CQ1661                          STATION RECOVERY (1999)
 CQ1661
 CQ1661'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1245 ***********************************************************************
 CQ1245  DESIGNATION -  A 258
 CQ1245  PID         -  CQ1245
 CQ1245  STATE/COUNTY-  LA/WEBSTER
 CQ1245  USGS QUAD   -  DOYLINE (1981)
 CQ1245
 CQ1245                         *CURRENT SURVEY CONTROL
 CQ1245  ___________________________________________________________________
 CQ1245* NAD 83(1986)-  32 32 19.     (N)    093 23 33.     (W)     SCALED    
 CQ1245* NAVD 88     -        62.975  (meters)     206.61   (feet)  ADJUSTED  
 CQ1245  ___________________________________________________________________
 CQ1245  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ1245  DYNAMIC HT  -          62.904 (meters)     206.38  (feet)  COMP
 CQ1245  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 CQ1245
 CQ1245  VERT ORDER  -  FIRST     CLASS I
 CQ1245
 CQ1245.The horizontal coordinates were scaled from a topographic map and have
 CQ1245.an estimated accuracy of +/- 6 seconds.
 CQ1245
 CQ1245.The orthometric height was determined by differential leveling
 CQ1245.and adjusted by the National Geodetic Survey in June 1991..
 CQ1245
 CQ1245.The geoid height was determined by GEOID03.
 CQ1245
 CQ1245.The dynamic height is computed by dividing the NAVD 88
 CQ1245.geopotential number by the normal gravity value computed on the
 CQ1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1245.degrees latitude (g = 980.6199 gals.).
 CQ1245
 CQ1245.The modeled gravity was interpolated from observed gravity values.
 CQ1245
 CQ1245;                    North         East    Units  Estimated Accuracy
 CQ1245;SPC LA N     -   226,380.      916,170.      MT  (+/- 180 meters Scaled)
 CQ1245
 CQ1245                          SUPERSEDED SURVEY CONTROL
 CQ1245
 CQ1245  NGVD 29 (??/??/??)   63.052  (m)          206.86   (f) ADJUSTED    1 1
 CQ1245
 CQ1245.Superseded values are not recommended for survey control.
 CQ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1245.See file dsdata.txt to determine how the superseded data were derived.
 CQ1245
 CQ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS631002(NAD 83)
 CQ1245_MARKER: DB = BENCH MARK DISK
 CQ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1245_STAMPING: A 258 1969
 CQ1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1245+STABILITY: SURFACE MOTION
 CQ1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1245+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 CQ1245
 CQ1245  HISTORY     - Date     Condition        Report By
 CQ1245  HISTORY     - 1969     MONUMENTED       CGS
 CQ1245  HISTORY     - 20021107 GOOD             USPSQD
 CQ1245
 CQ1245                          STATION DESCRIPTION
 CQ1245
 CQ1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1245'0.85 MI E FROM DOYLINE.
 CQ1245'ABOUT 0.85 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1245'HIGH SCHOOL AT DOYLINE, IN SECTION 22, T 18 N, R 10W, 0.3 MILE WEST
 CQ1245'OF MILEPOST 147, 128 1/2 FEET NORTH OF THE NORTH RAIL, 133 1/2 FEET
 CQ1245'NORTHEAST AND ACROSS STATE HIGHWAY 164 FROM TELEPHONE POLE NUMBER
 CQ1245'10890, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 70 1/2 FEET
 CQ1245'SOUTH OF A FENCE, 55 FEET EAST OF THE EXTENDED CENTER LINE OF A DIRT
 CQ1245'ROAD WHICH LEADS SOUTH, 8 1/2 FT NORTHEAST OF A 12-INCH PINE TREE, 5
 CQ1245'FEET NORTHWEST OF A FORKED PINE TREE, 2.0 FEET NORTH OF A METAL
 CQ1245'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL
 CQ1245'WITH THE HWY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CQ1245'5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1245
 CQ1245                          STATION RECOVERY (2002)
 CQ1245
 CQ1245'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1020 ***********************************************************************
 CQ1020  DESIGNATION -  A 259
 CQ1020  PID         -  CQ1020
 CQ1020  STATE/COUNTY-  LA/BIENVILLE
 CQ1020  USGS QUAD   -  ARCADIA (1994)
 CQ1020
 CQ1020                         *CURRENT SURVEY CONTROL
 CQ1020  ___________________________________________________________________
 CQ1020* NAD 83(1986)-  32 32 39.     (N)    092 54 27.     (W)     SCALED    
 CQ1020* NAVD 88     -       100.991  (meters)     331.33   (feet)  ADJUSTED  
 CQ1020  ___________________________________________________________________
 CQ1020  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1020  DYNAMIC HT  -         100.877 (meters)     330.96  (feet)  COMP
 CQ1020  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 CQ1020
 CQ1020  VERT ORDER  -  FIRST     CLASS I
 CQ1020
 CQ1020.The horizontal coordinates were scaled from a topographic map and have
 CQ1020.an estimated accuracy of +/- 6 seconds.
 CQ1020
 CQ1020.The orthometric height was determined by differential leveling
 CQ1020.and adjusted by the National Geodetic Survey in June 1991..
 CQ1020
 CQ1020.The geoid height was determined by GEOID03.
 CQ1020
 CQ1020.The dynamic height is computed by dividing the NAVD 88
 CQ1020.geopotential number by the normal gravity value computed on the
 CQ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1020.degrees latitude (g = 980.6199 gals.).
 CQ1020
 CQ1020.The modeled gravity was interpolated from observed gravity values.
 CQ1020
 CQ1020;                    North         East    Units  Estimated Accuracy
 CQ1020;SPC LA N     -   226,720.      961,720.      MT  (+/- 180 meters Scaled)
 CQ1020
 CQ1020                          SUPERSEDED SURVEY CONTROL
 CQ1020
 CQ1020  NGVD 29 (??/??/??)  101.064  (m)          331.57   (f) ADJUSTED    1 1
 CQ1020
 CQ1020.Superseded values are not recommended for survey control.
 CQ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1020.See file dsdata.txt to determine how the superseded data were derived.
 CQ1020
 CQ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS086007(NAD 83)
 CQ1020_MARKER: DB = BENCH MARK DISK
 CQ1020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1020_SP_SET: COPPER-CLAD STEEL ROD
 CQ1020_STAMPING: A 259 1968
 CQ1020_MARK LOGO: CGS   
 CQ1020_PROJECTION: PROJECTING 5 CENTIMETERS
 CQ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1020+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1989
 CQ1020_ROD/PIPE-DEPTH: 5.5  meters
 CQ1020
 CQ1020  HISTORY     - Date     Condition        Report By
 CQ1020  HISTORY     - 1968     MONUMENTED       CGS
 CQ1020  HISTORY     - 1969     GOOD             CGS
 CQ1020  HISTORY     - 1976     GOOD             LADTD
 CQ1020  HISTORY     - 19890130 GOOD             LADTD
 CQ1020  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 CQ1020
 CQ1020                          STATION DESCRIPTION
 CQ1020
 CQ1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1020'0.8 MI E FROM ARCADIA.
 CQ1020'ABOUT 0.8 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1020'STATION AT ARCADIA, IN SECTION 17, T 18 N, R 5 W, AT THE NORTHWEST
 CQ1020'CORNER OF THE AMERICAL OIL COMPANY BULK PLANT, 25 FEET SOUTH OF THE
 CQ1020'SOUTH RAIL OF THE MAIN TRACK, 69 FEET EAST OF THE CENTER LINE OF A
 CQ1020'DRIVEWAY, 8 FEET EAST OF THE NORTHWEST CORNER FENCE POST IN A FENCE
 CQ1020'AROUND THE BULK PLANT, 2 FEET SOUTH OF A TELEGRAPH POLE, 2 1/2 FEET
 CQ1020'NORTH OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CQ1020'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 CQ1020'COATED ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A
 CQ1020'6-INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CQ1020'GROUND.
 CQ1020
 CQ1020                          STATION RECOVERY (1976)
 CQ1020
 CQ1020'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CQ1020'RECOVERED IN GOOD CONDITION.
 CQ1020
 CQ1020                          STATION RECOVERY (1989)
 CQ1020
 CQ1020'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ1020'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) EAST OF ARCADIA, IN
 CQ1020'SECTION 17,T18N,R5W, AND AT THE NORTHWEST CORNER OF THE AMERICAL OIL
 CQ1020'COMPANY BULK PLANT.  OWNERSHIP--ILLINOIS CENTRAL RAILROAD.
 CQ1020'TO REACH THE STATION FROM THE RAILROAD STATION IN ARCADIA GO EAST FOR
 CQ1020'1.3 KM (0.80 MI) ALONG THE ILLINOIS CENTRAL RAILROAD TO THE MARK ON
 CQ1020'THE RIGHT,  21.0 M (68.9 FT) EAST OF THE CENTER OF A DRIVEWAY, 7.6
 CQ1020'M (24.9 FT) SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2.4 M (7.9 FT)
 CQ1020'EAST OF THE NORTHWEST CORNER FENCE POST IN A FENCE AROUND THE BULK
 CQ1020'PLANT, 0.6 M (2.0 FT) SOUTH OF A TELEGRAPH POLE, 0.8 M (2.6 FT) NORTH
 CQ1020'OF A FENCE, AND 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST. THE MARK
 CQ1020'IS ABOUT 0.3 METER BELOW THE LEVEL OF THE TRACK.
 CQ1020
 CQ1020                          STATION RECOVERY (2004)
 CQ1020
 CQ1020'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 CQ1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1811 ***********************************************************************
 CQ1811  DESIGNATION -  A 260
 CQ1811  PID         -  CQ1811
 CQ1811  STATE/COUNTY-  LA/CADDO
 CQ1811  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1811
 CQ1811                         *CURRENT SURVEY CONTROL
 CQ1811  ___________________________________________________________________
 CQ1811* NAD 83(1986)-  32 22 25.     (N)    093 39 25.     (W)     SCALED    
 CQ1811* NAVD 88     -        47.673  (meters)     156.41   (feet)  ADJUSTED  
 CQ1811  ___________________________________________________________________
 CQ1811  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ1811  DYNAMIC HT  -          47.619 (meters)     156.23  (feet)  COMP
 CQ1811  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CQ1811
 CQ1811  VERT ORDER  -  FIRST     CLASS I
 CQ1811
 CQ1811.The horizontal coordinates were scaled from a topographic map and have
 CQ1811.an estimated accuracy of +/- 6 seconds.
 CQ1811
 CQ1811.The orthometric height was determined by differential leveling
 CQ1811.and adjusted by the National Geodetic Survey in February 1994..
 CQ1811
 CQ1811.The geoid height was determined by GEOID03.
 CQ1811
 CQ1811.The dynamic height is computed by dividing the NAVD 88
 CQ1811.geopotential number by the normal gravity value computed on the
 CQ1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1811.degrees latitude (g = 980.6199 gals.).
 CQ1811
 CQ1811.The modeled gravity was interpolated from observed gravity values.
 CQ1811
 CQ1811;                    North         East    Units  Estimated Accuracy
 CQ1811;SPC LA N     -   208,320.      891,130.      MT  (+/- 180 meters Scaled)
 CQ1811
 CQ1811                          SUPERSEDED SURVEY CONTROL
 CQ1811
 CQ1811  NAVD 88 (06/15/91)   47.676  (m)          156.42   (f) UNKNOWN     1 1
 CQ1811  NGVD 29 (??/??/??)   47.737  (m)          156.62   (f) ADJUSTED    1 1
 CQ1811
 CQ1811.Superseded values are not recommended for survey control.
 CQ1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1811.See file dsdata.txt to determine how the superseded data were derived.
 CQ1811
 CQ1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR382820(NAD 83)
 CQ1811_MARKER: DB = BENCH MARK DISK
 CQ1811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1811_SP_SET: 48 FEET
 CQ1811_STAMPING: A 260 1969
 CQ1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1811
 CQ1811  HISTORY     - Date     Condition        Report By
 CQ1811  HISTORY     - 1969     MONUMENTED       CGS
 CQ1811  HISTORY     - 1977     GOOD             NGS
 CQ1811  HISTORY     - 1989     GOOD             USPSQD
 CQ1811  HISTORY     - 20000205 GOOD             USPSQD
 CQ1811
 CQ1811                          STATION DESCRIPTION
 CQ1811
 CQ1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1811'6.9 MI SE FROM SHREVEPORT.
 CQ1811'ABOUT 6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1811'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 38,
 CQ1811'T 16 N, R 13 W, 131 1/2 FEET SOUTHWEST AND ACROSS THE TEXAS AND
 CQ1811'PACIFIC RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 304 FEET
 CQ1811'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE WHICH LEADS SOUTHWEST
 CQ1811'TO A BRICK HOUSE, 48 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CQ1811'RAILROAD, 18 1/2 FEET WEST OF A TELEPHONE POLE, 10 FEET NORTHWEST OF A
 CQ1811'CORNER FENCE POST, 1 1/2 FEET NORTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST
 CQ1811'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 CQ1811'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 CQ1811'DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 5
 CQ1811'INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1811
 CQ1811                          STATION RECOVERY (1977)
 CQ1811
 CQ1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1811'RECOVERED IN GOOD CONDITION.
 CQ1811
 CQ1811                          STATION RECOVERY (1989)
 CQ1811
 CQ1811'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1811'RECOVERED IN GOOD CONDITION.
 CQ1811
 CQ1811                          STATION RECOVERY (2000)
 CQ1811
 CQ1811'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1472 ***********************************************************************
 CQ1472  DESIGNATION -  A 261
 CQ1472  PID         -  CQ1472
 CQ1472  STATE/COUNTY-  LA/RED RIVER
 CQ1472  USGS QUAD   -  EAST POINT (1979)
 CQ1472
 CQ1472                         *CURRENT SURVEY CONTROL
 CQ1472  ___________________________________________________________________
 CQ1472* NAD 83(1986)-  32 09 52.     (N)    093 28 49.     (W)     SCALED    
 CQ1472* NAVD 88     -        42.109  (meters)     138.15   (feet)  ADJUSTED  
 CQ1472  ___________________________________________________________________
 CQ1472  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1472  DYNAMIC HT  -          42.060 (meters)     137.99  (feet)  COMP
 CQ1472  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CQ1472
 CQ1472  VERT ORDER  -  FIRST     CLASS I
 CQ1472
 CQ1472.The horizontal coordinates were scaled from a topographic map and have
 CQ1472.an estimated accuracy of +/- 6 seconds.
 CQ1472
 CQ1472.The orthometric height was determined by differential leveling
 CQ1472.and adjusted by the National Geodetic Survey in February 1994..
 CQ1472
 CQ1472.The geoid height was determined by GEOID03.
 CQ1472
 CQ1472.The dynamic height is computed by dividing the NAVD 88
 CQ1472.geopotential number by the normal gravity value computed on the
 CQ1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1472.degrees latitude (g = 980.6199 gals.).
 CQ1472
 CQ1472.The modeled gravity was interpolated from observed gravity values.
 CQ1472
 CQ1472;                    North         East    Units  Estimated Accuracy
 CQ1472;SPC LA N     -   184,960.      907,540.      MT  (+/- 180 meters Scaled)
 CQ1472
 CQ1472                          SUPERSEDED SURVEY CONTROL
 CQ1472
 CQ1472  NAVD 88 (06/15/91)   42.108  (m)          138.15   (f) UNKNOWN     1 1
 CQ1472  NGVD 29 (??/??/??)   42.163  (m)          138.33   (f) ADJUSTED    1 1
 CQ1472
 CQ1472.Superseded values are not recommended for survey control.
 CQ1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1472.See file dsdata.txt to determine how the superseded data were derived.
 CQ1472
 CQ1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR547587(NAD 83)
 CQ1472_MARKER: DB = BENCH MARK DISK
 CQ1472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1472_SP_SET: RETAINING WALL
 CQ1472_STAMPING: A 261 1969
 CQ1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1472
 CQ1472  HISTORY     - Date     Condition        Report By
 CQ1472  HISTORY     - 1969     MONUMENTED       CGS
 CQ1472  HISTORY     - 1977     GOOD             NGS
 CQ1472  HISTORY     - 19970621 GOOD             USPSQD
 CQ1472
 CQ1472                          STATION DESCRIPTION
 CQ1472
 CQ1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1472'15.95 MI NW FROM COUSHATTA.
 CQ1472'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1472'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1472'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 5.4 MILES NORTH
 CQ1472'ALONG STATE HIGHWAY 1, IN SECTION 34, T 14 N, R 11 W, 0.05 MILE SOUTH
 CQ1472'OF THE CROSSING OF THE TEXAS AND PACIFIC RAILROAD AND A ROAD, 130 FEET
 CQ1472'WEST OF THE CENTER LINE OF THE HIGHWAY, 73 FEET EAST OF THE EAST RAIL
 CQ1472'OF THE MAIN TRACK, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 CQ1472'RETAINING WALL WHICH SURROUNDS AN ELEVATOR, 12 1/2 FEET NORTHEAST OF
 CQ1472'THE SOUTHEAST CORNER OF A METAL BUILDING, 6 FEET NORTHWEST OF THE MOST
 CQ1472'SOUTHERLY BIN IN A GROUP OF BINS, 5 1/2 FEET BELOW THE LEVEL OF THE
 CQ1472'TRACK, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ1472
 CQ1472                          STATION RECOVERY (1977)
 CQ1472
 CQ1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1472'RECOVERED IN GOOD CONDITION.
 CQ1472
 CQ1472                          STATION RECOVERY (1997)
 CQ1472
 CQ1472'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0111 ***********************************************************************
 BK0111  DESIGNATION -  A 2619
 BK0111  PID         -  BK0111
 BK0111  STATE/COUNTY-  LA/ST LANDRY
 BK0111  USGS QUAD   -  OPELOUSAS (1992)
 BK0111
 BK0111                         *CURRENT SURVEY CONTROL
 BK0111  ___________________________________________________________________
 BK0111* NAD 83(1986)-  30 32 18.     (N)    092 04 49.     (W)     SCALED    
 BK0111* NAVD 88     -        21.397  (meters)      70.20   (feet)  ADJUSTED  
 BK0111  ___________________________________________________________________
 BK0111  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0111  DYNAMIC HT  -          21.369 (meters)      70.11  (feet)  COMP
 BK0111  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 BK0111
 BK0111  VERT ORDER  -  FIRST     CLASS II
 BK0111
 BK0111.The horizontal coordinates were scaled from a topographic map and have
 BK0111.an estimated accuracy of +/- 6 seconds.
 BK0111
 BK0111.The orthometric height was determined by differential leveling
 BK0111.and adjusted by the National Geodetic Survey in February 1994..
 BK0111
 BK0111.The geoid height was determined by GEOID03.
 BK0111
 BK0111.The dynamic height is computed by dividing the NAVD 88
 BK0111.geopotential number by the normal gravity value computed on the
 BK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0111.degrees latitude (g = 980.6199 gals.).
 BK0111
 BK0111.The modeled gravity was interpolated from observed gravity values.
 BK0111
 BK0111;                    North         East    Units  Estimated Accuracy
 BK0111;SPC LA S     -   226,170.      928,330.      MT  (+/- 180 meters Scaled)
 BK0111
 BK0111                          SUPERSEDED SURVEY CONTROL
 BK0111
 BK0111  NGVD 29 (??/??/??)   21.345  (m)           70.03   (f) ADJUSTED    1 2
 BK0111
 BK0111.Superseded values are not recommended for survey control.
 BK0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0111.See file dsdata.txt to determine how the superseded data were derived.
 BK0111
 BK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP882787(NAD 83)
 BK0111_MARKER: DD = SURVEY DISK
 BK0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0111_SP_SET: CONCRETE POST
 BK0111_STAMPING: A 2619
 BK0111_MARK LOGO: LAGS  
 BK0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0111+STABILITY: SURFACE MOTION
 BK0111
 BK0111  HISTORY     - Date     Condition        Report By
 BK0111  HISTORY     - UNK      MONUMENTED       LAGS
 BK0111  HISTORY     - 1973     GOOD             LADTD
 BK0111  HISTORY     - 1986     GOOD             NGS
 BK0111
 BK0111                          STATION DESCRIPTION
 BK0111
 BK0111'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0111'0.5 MI N FROM OPELOUSAS.
 BK0111'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.5 MILES NORTH ALONG
 BK0111'US HIGHWAY 167 AT THE INTERSECTION OF MAIN ST. AND THE MISSOURI
 BK0111'PACIFIC R/R.  28.0 FEET EAST OF THE CENTERLINE OF MAIN STREET.  7.0
 BK0111'FEET NORTH OF THE EXTREME NORTHRAIL OF THE TRACK.  8.0 FEET WEST OF
 BK0111'THE SOUTHWEST CORNER OF A BRICK STORE.  12.0 FEET WEST OF A STEEL
 BK0111'WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 BK0111'ABOVE THE GROUND.  SECTION 74, T 6 S, R 4 E.
 BK0111
 BK0111                          STATION RECOVERY (1986)
 BK0111
 BK0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1056 ***********************************************************************
 BX1056  DESIGNATION -  A 262
 BX1056  PID         -  BX1056
 BX1056  STATE/COUNTY-  LA/GRANT
 BX1056  USGS QUAD   -  COLFAX (1985)
 BX1056
 BX1056                         *CURRENT SURVEY CONTROL
 BX1056  ___________________________________________________________________
 BX1056* NAD 83(1986)-  31 30 08.     (N)    092 40 59.     (W)     SCALED    
 BX1056* NAVD 88     -        29.350  (meters)      96.29   (feet)  ADJUSTED  
 BX1056  ___________________________________________________________________
 BX1056  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1056  DYNAMIC HT  -          29.315 (meters)      96.18  (feet)  COMP
 BX1056  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 BX1056
 BX1056  VERT ORDER  -  FIRST     CLASS I
 BX1056
 BX1056.The horizontal coordinates were scaled from a topographic map and have
 BX1056.an estimated accuracy of +/- 6 seconds.
 BX1056
 BX1056.The orthometric height was determined by differential leveling
 BX1056.and adjusted by the National Geodetic Survey in February 1994..
 BX1056
 BX1056.The geoid height was determined by GEOID03.
 BX1056
 BX1056.The dynamic height is computed by dividing the NAVD 88
 BX1056.geopotential number by the normal gravity value computed on the
 BX1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1056.degrees latitude (g = 980.6199 gals.).
 BX1056
 BX1056.The modeled gravity was interpolated from observed gravity values.
 BX1056
 BX1056;                    North         East    Units  Estimated Accuracy
 BX1056;SPC LA N     -   111,140.      982,610.      MT  (+/- 180 meters Scaled)
 BX1056
 BX1056                          SUPERSEDED SURVEY CONTROL
 BX1056
 BX1056  NAVD 88 (06/15/91)   29.350  (m)           96.29   (f) UNKNOWN     1 1
 BX1056  NGVD 29 (??/??/??)   29.356  (m)           96.31   (f) ADJUSTED    1 1
 BX1056
 BX1056.Superseded values are not recommended for survey control.
 BX1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1056.See file dsdata.txt to determine how the superseded data were derived.
 BX1056
 BX1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ300853(NAD 83)
 BX1056_MARKER: DB = BENCH MARK DISK
 BX1056_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1056_SP_SET: 115 FT.
 BX1056_STAMPING: A 262 1969
 BX1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1056
 BX1056  HISTORY     - Date     Condition        Report By
 BX1056  HISTORY     - 1969     MONUMENTED       CGS
 BX1056  HISTORY     - 1977     GOOD             NGS
 BX1056  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BX1056
 BX1056                          STATION DESCRIPTION
 BX1056
 BX1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1056'2.3 MI SE FROM COLFAX.
 BX1056'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1056'COURTHOUSE AT COLFAX, 107 FEET NORTHEAST AND ACROSS THE KANSAS CITY
 BX1056'SOUTHERN RAILWAY FROM THE CENTER LINE OF THE HIGHWAY, 72 FEET
 BX1056'SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE
 BX1056'ROAD, 19 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET NORTHEAST OF
 BX1056'A TELEGRAPH POLE, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 BX1056'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 BX1056'COATED ROD THAT IS DRIVEN TO A DEPTH OF 115 FEET AND IS ENCASED IN A
 BX1056'6-INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BX1056'GROUND.
 BX1056
 BX1056                          STATION RECOVERY (1977)
 BX1056
 BX1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1056'RECOVERED IN GOOD CONDITION.
 BX1056
 BX1056                          STATION RECOVERY (1988)
 BX1056
 BX1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0113 ***********************************************************************
 BK0113  DESIGNATION -  A 2621
 BK0113  PID         -  BK0113
 BK0113  STATE/COUNTY-  LA/ST LANDRY
 BK0113  USGS QUAD   -  OPELOUSAS (1992)
 BK0113
 BK0113                         *CURRENT SURVEY CONTROL
 BK0113  ___________________________________________________________________
 BK0113* NAD 83(1986)-  30 32 48.     (N)    092 04 47.     (W)     SCALED    
 BK0113* NAVD 88     -        20.466  (meters)      67.15   (feet)  ADJUSTED  
 BK0113  ___________________________________________________________________
 BK0113  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0113  DYNAMIC HT  -          20.440 (meters)      67.06  (feet)  COMP
 BK0113  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 BK0113
 BK0113  VERT ORDER  -  FIRST     CLASS II
 BK0113
 BK0113.The horizontal coordinates were scaled from a topographic map and have
 BK0113.an estimated accuracy of +/- 6 seconds.
 BK0113
 BK0113.The orthometric height was determined by differential leveling
 BK0113.and adjusted by the National Geodetic Survey in February 1994..
 BK0113
 BK0113.The geoid height was determined by GEOID03.
 BK0113
 BK0113.The dynamic height is computed by dividing the NAVD 88
 BK0113.geopotential number by the normal gravity value computed on the
 BK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0113.degrees latitude (g = 980.6199 gals.).
 BK0113
 BK0113.The modeled gravity was interpolated from observed gravity values.
 BK0113
 BK0113;                    North         East    Units  Estimated Accuracy
 BK0113;SPC LA S     -   227,100.      928,380.      MT  (+/- 180 meters Scaled)
 BK0113
 BK0113                          SUPERSEDED SURVEY CONTROL
 BK0113
 BK0113  NGVD 29 (??/??/??)   20.413  (m)           66.97   (f) ADJUSTED    1 2
 BK0113
 BK0113.Superseded values are not recommended for survey control.
 BK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0113.See file dsdata.txt to determine how the superseded data were derived.
 BK0113
 BK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP882797(NAD 83)
 BK0113_MARKER: DD = SURVEY DISK
 BK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0113_SP_SET: CONCRETE POST
 BK0113_STAMPING: A 2621
 BK0113_MARK LOGO: LAGS  
 BK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0113+STABILITY: SURFACE MOTION
 BK0113
 BK0113  HISTORY     - Date     Condition        Report By
 BK0113  HISTORY     - UNK      MONUMENTED       LAGS
 BK0113  HISTORY     - 1973     GOOD             LADTD
 BK0113  HISTORY     - 1986     GOOD             NGS
 BK0113
 BK0113                          STATION DESCRIPTION
 BK0113
 BK0113'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0113'1.1 MI N FROM OPELOUSAS.
 BK0113'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 1.1 MILES NORTH ALONG
 BK0113'US HIGHWAY 167.  43.0 FEET WEST OF THE CENTERLINE OF US HIGHWAY 167.
 BK0113'49.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME RESIDENCE.
 BK0113'13.0 FEET EAST OF A 40 INCH PECAN TREE.  1.0 FOOT EAST OF A STEEL
 BK0113'WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 BK0113'ABOVE THE GROUND.  SECTION 70, T 6 S, R 4 E.
 BK0113
 BK0113                          STATION RECOVERY (1986)
 BK0113
 BK0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0114 ***********************************************************************
 BK0114  DESIGNATION -  A 2622 LAGS
 BK0114  PID         -  BK0114
 BK0114  STATE/COUNTY-  LA/ST LANDRY
 BK0114  USGS QUAD   -  OPELOUSAS (1992)
 BK0114
 BK0114                         *CURRENT SURVEY CONTROL
 BK0114  ___________________________________________________________________
 BK0114* NAD 83(1986)-  30 33 11.     (N)    092 04 27.     (W)     SCALED    
 BK0114* NAVD 88     -        21.09   (+/-2cm)      69.2    (feet)  VERTCON   
 BK0114  ___________________________________________________________________
 BK0114  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0114
 BK0114  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0114
 BK0114.The horizontal coordinates were scaled from a topographic map and have
 BK0114.an estimated accuracy of +/- 6 seconds.
 BK0114
 BK0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0114.The vertical order pertains to the NGVD 29 superseded value.
 BK0114
 BK0114.The geoid height was determined by GEOID03.
 BK0114
 BK0114;                    North         East    Units  Estimated Accuracy
 BK0114;SPC LA S     -   227,800.      928,920.      MT  (+/- 180 meters Scaled)
 BK0114
 BK0114                          SUPERSEDED SURVEY CONTROL
 BK0114
 BK0114  NGVD 29 (??/??/??)   21.053  (m)           69.07   (f) ADJUSTED    2 1
 BK0114
 BK0114.Superseded values are not recommended for survey control.
 BK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0114.See file dsdata.txt to determine how the superseded data were derived.
 BK0114
 BK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP887804(NAD 83)
 BK0114_MARKER: DD = SURVEY DISK
 BK0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0114_STAMPING: A 2622
 BK0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0114+STABILITY: SURFACE MOTION
 BK0114
 BK0114  HISTORY     - Date     Condition        Report By
 BK0114  HISTORY     - UNK      MONUMENTED       LAGS
 BK0114  HISTORY     - 1973     GOOD             LADTD
 BK0114
 BK0114                          STATION DESCRIPTION
 BK0114
 BK0114'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0114'1.7 MI N FROM OPELOUSAS.
 BK0114'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 1.7 MILES NORTH ALONG
 BK0114'US HIGHWAY 167 NEAR THE INTERSECTION OF US HIGHWAY 167 AND MAGNOLIA
 BK0114'STREET.  40.0 FEET EAST OF THE CENTERLINE OF US HIGHWAY 167.  11.0
 BK0114'FEET NORTH OF TELEPHONE POLE NO. 13.  98.0 FEET WEST OF THE SOUTHWEST
 BK0114'CORNER OF A BRICK RESIDENCE.  1.0 FOOT WEST OF A STEEL WITNESS POST.
 BK0114'DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 50,
 BK0114'T 6 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0117 ***********************************************************************
 BK0117  DESIGNATION -  A 2625 LADTD
 BK0117  PID         -  BK0117
 BK0117  STATE/COUNTY-  LA/ST LANDRY
 BK0117  USGS QUAD   -  OPELOUSAS (1992)
 BK0117
 BK0117                         *CURRENT SURVEY CONTROL
 BK0117  ___________________________________________________________________
 BK0117* NAD 83(1986)-  30 34 36.     (N)    092 04 12.     (W)     SCALED    
 BK0117* NAVD 88     -        21.30   (+/-2cm)      69.9    (feet)  VERTCON   
 BK0117  ___________________________________________________________________
 BK0117  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0117
 BK0117  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0117
 BK0117.The horizontal coordinates were scaled from a topographic map and have
 BK0117.an estimated accuracy of +/- 6 seconds.
 BK0117
 BK0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0117.The vertical order pertains to the NGVD 29 superseded value.
 BK0117
 BK0117.The geoid height was determined by GEOID03.
 BK0117
 BK0117;                    North         East    Units  Estimated Accuracy
 BK0117;SPC LA S     -   230,420.      929,340.      MT  (+/- 180 meters Scaled)
 BK0117
 BK0117                          SUPERSEDED SURVEY CONTROL
 BK0117
 BK0117  NGVD 29 (??/??/??)   21.264  (m)           69.76   (f) ADJUSTED    2 1
 BK0117
 BK0117.Superseded values are not recommended for survey control.
 BK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0117.See file dsdata.txt to determine how the superseded data were derived.
 BK0117
 BK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP891830(NAD 83)
 BK0117_MARKER: DD = SURVEY DISK
 BK0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0117_STAMPING: A 2625
 BK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0117+STABILITY: SURFACE MOTION
 BK0117
 BK0117  HISTORY     - Date     Condition        Report By
 BK0117  HISTORY     - UNK      MONUMENTED       LADTD
 BK0117  HISTORY     - 1973     GOOD             LADTD
 BK0117  HISTORY     - 1975     GOOD             LADTD
 BK0117
 BK0117                          STATION DESCRIPTION
 BK0117
 BK0117'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0117'3.4 MI N FROM OPELOUSAS.
 BK0117'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 3.4 MILES NORTH ALONG
 BK0117'US HIGHWAY 167.  41.0 FEET EAST OF THE CENTERLINE OF US HIGHWAY 167.
 BK0117'ABOUT 500.0 FEET NORTH OF THE INTERSECTION OF US HIGHWAY 167 AND
 BK0117'LOUISIANA HIGHWAY 744.  54.0 FEET NORTH OF P.P. NO. 59.  1.1 FEET WEST
 BK0117'OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH
 BK0117'WITH THE GROUND.  SECTION 54, T 5 S, R 4 E.
 BK0117
 BK0117                          STATION RECOVERY (1975)
 BK0117
 BK0117'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK0117'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 3.4 MILES NORTH
 BK0117'ALONG US HIGHWAY 167, 41 FEET EAST OF THE CENTERLINE OF US HIGH-
 BK0117'WAY 167, ABOUT 500 FEET NORTH OF THE INTERSECTION OF US HIGHWAY
 BK0117'167 AND LOUISIANA HIGHWAY 744, 54 FEET NORTH OF POWER POLE NO. 59
 BK0117'1.1 FEET WEST OF A STEEL WITNESS POST, SET IN THE TOP OF A CON-
 BK0117'CRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1039 ***********************************************************************
 BK1039  DESIGNATION -  A 263
 BK1039  PID         -  BK1039
 BK1039  STATE/COUNTY-  LA/RAPIDES
 BK1039  USGS QUAD   -  GLENMORA (1972)
 BK1039
 BK1039                         *CURRENT SURVEY CONTROL
 BK1039  ___________________________________________________________________
 BK1039* NAD 83(1986)-  30 58 09.     (N)    092 35 18.     (W)     SCALED    
 BK1039* NAVD 88     -        44.574  (meters)     146.24   (feet)  ADJUSTED  
 BK1039  ___________________________________________________________________
 BK1039  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BK1039  DYNAMIC HT  -          44.518 (meters)     146.06  (feet)  COMP
 BK1039  MODELED GRAV-     979,380.3   (mgal)                       NAVD 88
 BK1039
 BK1039  VERT ORDER  -  FIRST     CLASS I
 BK1039
 BK1039.The horizontal coordinates were scaled from a topographic map and have
 BK1039.an estimated accuracy of +/- 6 seconds.
 BK1039
 BK1039.The orthometric height was determined by differential leveling
 BK1039.and adjusted by the National Geodetic Survey in February 1994..
 BK1039
 BK1039.The geoid height was determined by GEOID03.
 BK1039
 BK1039.The dynamic height is computed by dividing the NAVD 88
 BK1039.geopotential number by the normal gravity value computed on the
 BK1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1039.degrees latitude (g = 980.6199 gals.).
 BK1039
 BK1039.The modeled gravity was interpolated from observed gravity values.
 BK1039
 BK1039;                    North         East    Units  Estimated Accuracy
 BK1039;SPC LA N     -    52,020.      991,560.      MT  (+/- 180 meters Scaled)
 BK1039
 BK1039                          SUPERSEDED SURVEY CONTROL
 BK1039
 BK1039  NAVD 88 (06/15/91)   44.568  (m)          146.22   (f) UNKNOWN     1 1
 BK1039  NGVD 29 (??/??/??)   44.553  (m)          146.17   (f) ADJUSTED    1 1
 BK1039
 BK1039.Superseded values are not recommended for survey control.
 BK1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1039.See file dsdata.txt to determine how the superseded data were derived.
 BK1039
 BK1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ393262(NAD 83)
 BK1039_MARKER: DB = BENCH MARK DISK
 BK1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1039_STAMPING: A 263 1969
 BK1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1039+STABILITY: SURFACE MOTION
 BK1039
 BK1039  HISTORY     - Date     Condition        Report By
 BK1039  HISTORY     - 1969     MONUMENTED       CGS
 BK1039  HISTORY     - 1970     GOOD             NGS
 BK1039  HISTORY     - 19990424 GOOD             USPSQD
 BK1039
 BK1039                          STATION DESCRIPTION
 BK1039
 BK1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1039'0.5 MI SW FROM GLENMORA.
 BK1039'ABOUT 0.5 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1039'TOWN HALL AT GLENMORA, IN SECTION 17, T 1 S, R 2 W, 36 1/2 FEET
 BK1039'NORTHWEST OF THE NORTHWEST RAIL, 84 FEET NORTH OF THE CENTER OF A
 BK1039'CROSSING OF THE RAILROAD AND A ROAD, 49 FEET SOUTHEAST OF THE CENTER
 BK1039'LINE OF U.S. HIGHWAY 165, 2 FEET SOUTHEAST OF A POWER POLE WHICH BEARS
 BK1039'A TRANSFORMER, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 BK1039'WITH THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET
 BK1039'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 BK1039'SURFACE OF THE GROUND.
 BK1039
 BK1039                          STATION RECOVERY (1999)
 BK1039
 BK1039'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2066 ***********************************************************************
 BK2066  DESIGNATION -  A 2630 LAGS
 BK2066  PID         -  BK2066
 BK2066  STATE/COUNTY-  LA/ST LANDRY
 BK2066  USGS QUAD   -  OPELOUSAS (1992)
 BK2066
 BK2066                         *CURRENT SURVEY CONTROL
 BK2066  ___________________________________________________________________
 BK2066* NAD 83(1986)-  30 36 49.     (N)    092 03 30.     (W)     SCALED    
 BK2066* NAVD 88     -        19.17   (+/-2cm)      62.9    (feet)  VERTCON   
 BK2066  ___________________________________________________________________
 BK2066  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2066
 BK2066  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK2066
 BK2066.The horizontal coordinates were scaled from a topographic map and have
 BK2066.an estimated accuracy of +/- 6 seconds.
 BK2066
 BK2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2066.The vertical order pertains to the NGVD 29 superseded value.
 BK2066
 BK2066.The geoid height was determined by GEOID03.
 BK2066
 BK2066;                    North         East    Units  Estimated Accuracy
 BK2066;SPC LA S     -   234,510.      930,480.      MT  (+/- 180 meters Scaled)
 BK2066
 BK2066                          SUPERSEDED SURVEY CONTROL
 BK2066
 BK2066  NGVD 29 (??/??/??)   19.141  (m)           62.80   (f) ADJUSTED    2 1
 BK2066
 BK2066.Superseded values are not recommended for survey control.
 BK2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2066.See file dsdata.txt to determine how the superseded data were derived.
 BK2066
 BK2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP902871(NAD 83)
 BK2066_MARKER: DD = SURVEY DISK
 BK2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2066_SP_SET: CONCRETE POST
 BK2066_STAMPING: A 2630
 BK2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2066+STABILITY: SURFACE MOTION
 BK2066
 BK2066  HISTORY     - Date     Condition        Report By
 BK2066  HISTORY     - UNK      MONUMENTED       LAGS
 BK2066  HISTORY     - 1975     GOOD             LADTD
 BK2066  HISTORY     - 1975     GOOD             LADTD
 BK2066
 BK2066                          STATION DESCRIPTION
 BK2066
 BK2066'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2066'9.59 MI EAST FROM WASHINGTON.
 BK2066'A STANDARD DISK SET IN A CONCRETE POST WHICH PROJECT THROUGH THE
 BK2066'SIDEWALK IN THE TOWN OF WASHINGTON, 66 FT SW OF THE SW CORNER OF THE
 BK2066'WASHINGTON STATE BANK, 22 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2066'10, 18 FT NORTH OF THE CENTERLINE OF MOUNDVILLE STREET.
 BK2066
 BK2066                          STATION RECOVERY (1975)
 BK2066
 BK2066'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2066'A STANDARD DISK SET IN A CONCRETE POST WHICH PROJECT THROUGH THE
 BK2066'SIDEWALK IN THE TOWN OF WASHINGTON, 66 FT SW OF THE SW CORNER OF THE
 BK2066'WASHINGTON STATE BANK, 22 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2066'10, 18 FT NORTH OF THE CENTERLINE OF MOUNDVILLE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2871 ***********************************************************************
 BJ2871  DESIGNATION -  A 2634 LAGS RESET 1965
 BJ2871  PID         -  BJ2871
 BJ2871  STATE/COUNTY-  LA/ST LANDRY
 BJ2871  USGS QUAD   -  PORT BARRE (1994)
 BJ2871
 BJ2871                         *CURRENT SURVEY CONTROL
 BJ2871  ___________________________________________________________________
 BJ2871* NAD 83(1986)-  30 37 11.     (N)    091 57 05.     (W)     SCALED    
 BJ2871* NAVD 88     -         9.59   (+/-2cm)      31.5    (feet)  VERTCON   
 BJ2871  ___________________________________________________________________
 BJ2871  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ2871
 BJ2871  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2871
 BJ2871.The horizontal coordinates were scaled from a topographic map and have
 BJ2871.an estimated accuracy of +/- 6 seconds.
 BJ2871
 BJ2871.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2871.The vertical order pertains to the NGVD 29 superseded value.
 BJ2871
 BJ2871.The geoid height was determined by GEOID03.
 BJ2871
 BJ2871;                    North         East    Units  Estimated Accuracy
 BJ2871;SPC LA S     -   235,120.      940,740.      MT  (+/- 180 meters Scaled)
 BJ2871
 BJ2871                          SUPERSEDED SURVEY CONTROL
 BJ2871
 BJ2871  NGVD 29 (??/??/??)    9.572  (m)           31.40   (f) ADJUSTED    2 2
 BJ2871
 BJ2871.Superseded values are not recommended for survey control.
 BJ2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2871.See file dsdata.txt to determine how the superseded data were derived.
 BJ2871
 BJ2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP005879(NAD 83)
 BJ2871_MARKER: DD = SURVEY DISK
 BJ2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2871_SP_SET: CONCRETE POST
 BJ2871_STAMPING: A 2634 RESET 1965
 BJ2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2871+STABILITY: SURFACE MOTION
 BJ2871
 BJ2871  HISTORY     - Date     Condition        Report By
 BJ2871  HISTORY     - 1965     MONUMENTED       LAGS
 BJ2871  HISTORY     - 1975     GOOD             LADTD
 BJ2871
 BJ2871                          STATION DESCRIPTION
 BJ2871
 BJ2871'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2871'5.8 MI NE FROM PORT BARRE.
 BJ2871'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2871'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359. THENCE ABOUT 1 MI
 BJ2871'NE ALONG STATE HIGHWAY 359. 40 FT WEST OF THE CENTERLINE OF STATE
 BJ2871'HIGHWAY 359. 24 FT NORTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY
 BJ2871'LEADING WEST. 3 FT SW OF A CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1551 ***********************************************************************
 CQ1551  DESIGNATION -  A 264
 CQ1551  PID         -  CQ1551
 CQ1551  STATE/COUNTY-  LA/RED RIVER
 CQ1551  USGS QUAD   -  COUSHATTA (1979)
 CQ1551
 CQ1551                         *CURRENT SURVEY CONTROL
 CQ1551  ___________________________________________________________________
 CQ1551* NAD 83(1986)-  32 00 59.     (N)    093 19 08.     (W)     SCALED    
 CQ1551* NAVD 88     -        56.56   (+/-2cm)     185.6    (feet)  VERTCON   
 CQ1551  ___________________________________________________________________
 CQ1551  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1551
 CQ1551  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1551
 CQ1551.The horizontal coordinates were scaled from a topographic map and have
 CQ1551.an estimated accuracy of +/- 6 seconds.
 CQ1551
 CQ1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1551.The vertical order pertains to the NGVD 29 superseded value.
 CQ1551
 CQ1551.The geoid height was determined by GEOID03.
 CQ1551
 CQ1551;                    North         East    Units  Estimated Accuracy
 CQ1551;SPC LA N     -   168,420.      922,640.      MT  (+/- 180 meters Scaled)
 CQ1551
 CQ1551                          SUPERSEDED SURVEY CONTROL
 CQ1551
 CQ1551  NGVD 29 (??/??/??)   56.613  (m)          185.74   (f) ADJUSTED    1 1
 CQ1551
 CQ1551.Superseded values are not recommended for survey control.
 CQ1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1551.See file dsdata.txt to determine how the superseded data were derived.
 CQ1551
 CQ1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR698422(NAD 83)
 CQ1551_MARKER: DB = BENCH MARK DISK
 CQ1551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1551_SP_SET: COPPER-CLAD STEEL ROD
 CQ1551_STAMPING: A 264 1969
 CQ1551_MARK LOGO: CGS   
 CQ1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1551
 CQ1551  HISTORY     - Date     Condition        Report By
 CQ1551  HISTORY     - 1969     MONUMENTED       CGS
 CQ1551  HISTORY     - 1985     GOOD             LADTD
 CQ1551
 CQ1551                          STATION DESCRIPTION
 CQ1551
 CQ1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1551'1.55 MI SE FROM COUSHATTA.
 CQ1551'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 CQ1551'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 CQ1551'THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 CQ1551'20, T 12 N, R 9 W, 43 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CQ1551'HIGHWAY, 102 YARDS SOUTHEAST OF THE SOUTH CORNER OF THE UNITED
 CQ1551'PENTECOSTAL CHURCH, 40 FEET SOUTHEAST OF POWER POLE NUMBER 49 WHICH IS
 CQ1551'BRACED BY 3 GUY WIRES, 2 FEET NORTHEAST OF A FENCE, 0.8 FOOT SOUTHWEST
 CQ1551'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 CQ1551'AND ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 59
 CQ1551'FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 5 INCHES
 CQ1551'ABOVE THE SURFACE OF THE GROUND.
 CQ1551
 CQ1551                          STATION RECOVERY (1985)
 CQ1551
 CQ1551'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ1551'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CQ1551'2 KM (1.25 MI) EAST ALONE U S HIGHWAY 84 FROM THE RED RIVER PARISH
 CQ1551'COURTHOUSE IN COUSHATTA TO THE MARK ON THE RIGHT IN SECETION 20, T 12
 CQ1551'N, R 9 W, ABOUT 102 YARDS SOUTHEAST OF THE SOUTH CORNER OF THE UNITED
 CQ1551'PENTECOSTAL CHURCH, 30.8 METERS (101 FEET) SOUTH OF A FENCE CORNER,
 CQ1551'12.3 METERS (40.5 FEET) EAST OF A POWERPOLE, AND 13.1 METERS (43
 CQ1551'FEET) SOUTH OF CENTERLINE OF U S HIGHWAY 84.
 CQ1551'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 CQ1551'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2879 ***********************************************************************
 BJ2879  DESIGNATION -  A 2642 LAGS
 BJ2879  PID         -  BJ2879
 BJ2879  STATE/COUNTY-  LA/ST LANDRY
 BJ2879  USGS QUAD   -  PALMETTO (1994)
 BJ2879
 BJ2879                         *CURRENT SURVEY CONTROL
 BJ2879  ___________________________________________________________________
 BJ2879* NAD 83(1986)-  30 40 22.     (N)    091 57 56.     (W)     SCALED    
 BJ2879* NAVD 88     -        10.24   (+/-2cm)      33.6    (feet)  VERTCON   
 BJ2879  ___________________________________________________________________
 BJ2879  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2879
 BJ2879  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2879
 BJ2879.The horizontal coordinates were scaled from a topographic map and have
 BJ2879.an estimated accuracy of +/- 6 seconds.
 BJ2879
 BJ2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2879.The vertical order pertains to the NGVD 29 superseded value.
 BJ2879
 BJ2879.The geoid height was determined by GEOID03.
 BJ2879
 BJ2879;                    North         East    Units  Estimated Accuracy
 BJ2879;SPC LA S     -   241,010.      939,420.      MT  (+/- 180 meters Scaled)
 BJ2879
 BJ2879                          SUPERSEDED SURVEY CONTROL
 BJ2879
 BJ2879  NGVD 29 (??/??/??)   10.228  (m)           33.56   (f) ADJUSTED    2 2
 BJ2879
 BJ2879.Superseded values are not recommended for survey control.
 BJ2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2879.See file dsdata.txt to determine how the superseded data were derived.
 BJ2879
 BJ2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP990937(NAD 83)
 BJ2879_MARKER: DD = SURVEY DISK
 BJ2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2879_SP_SET: CONCRETE POST
 BJ2879_STAMPING: A 2642
 BJ2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2879+STABILITY: SURFACE MOTION
 BJ2879
 BJ2879  HISTORY     - Date     Condition        Report By
 BJ2879  HISTORY     - UNK      MONUMENTED       LAGS
 BJ2879  HISTORY     - 1975     GOOD             LADTD
 BJ2879
 BJ2879                          STATION DESCRIPTION
 BJ2879
 BJ2879'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2879'10.2 MI NE FROM PORT BARRE.
 BJ2879'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2879'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359. THENCE ABOUT 5.4 MI
 BJ2879'NE ALONG STATE HIGHWAY 359, 47 FT EAST OF THE CENTERLINE OF STATE
 BJ2879'HIGHWAY 359, 39 FT SOUTH OF POWER POLE NO 93 WITH A TRANSFORMER, 3 F
 BJ2879'SW OF A WOOD FRAME BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2880 ***********************************************************************
 BJ2880  DESIGNATION -  A 2644 LAGS RESET 1971
 BJ2880  PID         -  BJ2880
 BJ2880  STATE/COUNTY-  LA/ST LANDRY
 BJ2880  USGS QUAD   -  PALMETTO (1994)
 BJ2880
 BJ2880                         *CURRENT SURVEY CONTROL
 BJ2880  ___________________________________________________________________
 BJ2880* NAD 83(1986)-  30 40 48.     (N)    091 58 31.     (W)     SCALED    
 BJ2880* NAVD 88     -         9.85   (+/-2cm)      32.3    (feet)  VERTCON   
 BJ2880  ___________________________________________________________________
 BJ2880  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2880
 BJ2880  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2880
 BJ2880.The horizontal coordinates were scaled from a topographic map and have
 BJ2880.an estimated accuracy of +/- 6 seconds.
 BJ2880
 BJ2880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2880.The vertical order pertains to the NGVD 29 superseded value.
 BJ2880
 BJ2880.The geoid height was determined by GEOID03.
 BJ2880
 BJ2880;                    North         East    Units  Estimated Accuracy
 BJ2880;SPC LA S     -   241,820.      938,490.      MT  (+/- 180 meters Scaled)
 BJ2880
 BJ2880                          SUPERSEDED SURVEY CONTROL
 BJ2880
 BJ2880  NGVD 29 (??/??/??)    9.832  (m)           32.26   (f) ADJUSTED    2 2
 BJ2880
 BJ2880.Superseded values are not recommended for survey control.
 BJ2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2880.See file dsdata.txt to determine how the superseded data were derived.
 BJ2880
 BJ2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP981945(NAD 83)
 BJ2880_MARKER: DD = SURVEY DISK
 BJ2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2880_SP_SET: CONCRETE POST
 BJ2880_STAMPING: A 2644 RESET 1971
 BJ2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2880+STABILITY: SURFACE MOTION
 BJ2880
 BJ2880  HISTORY     - Date     Condition        Report By
 BJ2880  HISTORY     - 1971     MONUMENTED       LAGS
 BJ2880  HISTORY     - 1975     GOOD             LADTD
 BJ2880
 BJ2880                          STATION DESCRIPTION
 BJ2880
 BJ2880'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2880'10.9 MI NE FROM PORT BARRE.
 BJ2880'FROM THE WATER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2880'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359. THENCE ABOUT 5.4 MI
 BJ2880'NE ALONG STATE HIGHWAY 359. 40 FT WEST OF THE CENTERLINE OF STATE
 BJ2880'HIGHWAY 359. 5 FT SE OF POWER POLE NO 48. 2 FT EAST OF A MESH AND
 BJ2880'BARBED WIRE FENCE. 27 FT NORTH OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2881 ***********************************************************************
 BJ2881  DESIGNATION -  A 2645 LAGS RESET 1971
 BJ2881  PID         -  BJ2881
 BJ2881  STATE/COUNTY-  LA/ST LANDRY
 BJ2881  USGS QUAD   -  PALMETTO (1994)
 BJ2881
 BJ2881                         *CURRENT SURVEY CONTROL
 BJ2881  ___________________________________________________________________
 BJ2881* NAD 83(1986)-  30 40 59.     (N)    091 58 49.     (W)     SCALED    
 BJ2881* NAVD 88     -        10.11   (+/-2cm)      33.2    (feet)  VERTCON   
 BJ2881  ___________________________________________________________________
 BJ2881  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2881
 BJ2881  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2881
 BJ2881.The horizontal coordinates were scaled from a topographic map and have
 BJ2881.an estimated accuracy of +/- 6 seconds.
 BJ2881
 BJ2881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2881.The vertical order pertains to the NGVD 29 superseded value.
 BJ2881
 BJ2881.The geoid height was determined by GEOID03.
 BJ2881
 BJ2881;                    North         East    Units  Estimated Accuracy
 BJ2881;SPC LA S     -   242,160.      938,010.      MT  (+/- 180 meters Scaled)
 BJ2881
 BJ2881                          SUPERSEDED SURVEY CONTROL
 BJ2881
 BJ2881  NGVD 29 (??/??/??)   10.091  (m)           33.11   (f) ADJUSTED    2 2
 BJ2881
 BJ2881.Superseded values are not recommended for survey control.
 BJ2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2881.See file dsdata.txt to determine how the superseded data were derived.
 BJ2881
 BJ2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP976949(NAD 83)
 BJ2881_MARKER: DD = SURVEY DISK
 BJ2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2881_SP_SET: CONCRETE POST
 BJ2881_STAMPING: A 2645 RESET 1971
 BJ2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2881+STABILITY: SURFACE MOTION
 BJ2881
 BJ2881  HISTORY     - Date     Condition        Report By
 BJ2881  HISTORY     - 1971     MONUMENTED       LAGS
 BJ2881  HISTORY     - 1975     GOOD             LADTD
 BJ2881
 BJ2881                          STATION DESCRIPTION
 BJ2881
 BJ2881'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2881'11.1 MI NE FROM PORT BARRE.
 BJ2881'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2881'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359, THENCE ABOUT 6.4 MI
 BJ2881'NE ALONG STATE HIGHWAY 359, 40 FT WEST OF THE CENTERLINE OF STATE
 BJ2881'HIGHWAY 359, 41 FT NORTH OF A POWER POLE, 1 FT WEST OF A FENCE AND
 BJ2881'ABOUT 250 FT SE OF A WOOD FRAME CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2884 ***********************************************************************
 BJ2884  DESIGNATION -  A 2649 LAGS
 BJ2884  PID         -  BJ2884
 BJ2884  STATE/COUNTY-  LA/ST LANDRY
 BJ2884  USGS QUAD   -  PALMETTO (1994)
 BJ2884
 BJ2884                         *CURRENT SURVEY CONTROL
 BJ2884  ___________________________________________________________________
 BJ2884* NAD 83(1986)-  30 41 48.     (N)    091 58 55.     (W)     SCALED    
 BJ2884* NAVD 88     -         9.54   (+/-2cm)      31.3    (feet)  VERTCON   
 BJ2884  ___________________________________________________________________
 BJ2884  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2884
 BJ2884  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2884
 BJ2884.The horizontal coordinates were scaled from a topographic map and have
 BJ2884.an estimated accuracy of +/- 6 seconds.
 BJ2884
 BJ2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2884.The vertical order pertains to the NGVD 29 superseded value.
 BJ2884
 BJ2884.The geoid height was determined by GEOID03.
 BJ2884
 BJ2884;                    North         East    Units  Estimated Accuracy
 BJ2884;SPC LA S     -   243,670.      937,860.      MT  (+/- 180 meters Scaled)
 BJ2884
 BJ2884                          SUPERSEDED SURVEY CONTROL
 BJ2884
 BJ2884  NGVD 29 (??/??/??)    9.524  (m)           31.25   (f) ADJUSTED    2 2
 BJ2884
 BJ2884.Superseded values are not recommended for survey control.
 BJ2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2884.See file dsdata.txt to determine how the superseded data were derived.
 BJ2884
 BJ2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP974964(NAD 83)
 BJ2884_MARKER: DD = SURVEY DISK
 BJ2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2884_SP_SET: CONCRETE POST
 BJ2884_STAMPING: A 2649
 BJ2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2884+STABILITY: SURFACE MOTION
 BJ2884
 BJ2884  HISTORY     - Date     Condition        Report By
 BJ2884  HISTORY     - 1971     MONUMENTED       LAGS
 BJ2884  HISTORY     - 1975     GOOD             LADTD
 BJ2884
 BJ2884                          STATION DESCRIPTION
 BJ2884
 BJ2884'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2884'4.9 MI SOUTH FROM LEBEAU.
 BJ2884'FROM THE POST OFFICE IN LEBEAU, ABOUT 2.6 MI SE ALONNG US HIGHWAY 71,
 BJ2884'TO THE JUNCTION OF A PARISH ROAD LEADING SW. THENCE ABOUT 2.3 MI SW
 BJ2884'ALONG THE PARISH ROAD, 500 FT NE OF A SHELL DRIVEWAY, 21 FT SOUTH OF
 BJ2884'THE CENTERLINE OF A PARISH ROAD, 3 FT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1838 ***********************************************************************
 BX1838  DESIGNATION -  A 265
 BX1838  PID         -  BX1838
 BX1838  STATE/COUNTY-  LA/NATCHITOCHES
 BX1838  USGS QUAD   -  CAMPTI (1996)
 BX1838
 BX1838                         *CURRENT SURVEY CONTROL
 BX1838  ___________________________________________________________________
 BX1838* NAD 83(1986)-  31 53 18.     (N)    093 06 35.     (W)     SCALED    
 BX1838* NAVD 88     -        37.66   (+/-2cm)     123.6    (feet)  VERTCON   
 BX1838  ___________________________________________________________________
 BX1838  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1838
 BX1838  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1838
 BX1838.The horizontal coordinates were scaled from a topographic map and have
 BX1838.an estimated accuracy of +/- 6 seconds.
 BX1838
 BX1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1838.The vertical order pertains to the NGVD 29 superseded value.
 BX1838
 BX1838.The geoid height was determined by GEOID03.
 BX1838
 BX1838;                    North         East    Units  Estimated Accuracy
 BX1838;SPC LA N     -   154,090.      942,320.      MT  (+/- 180 meters Scaled)
 BX1838
 BX1838                          SUPERSEDED SURVEY CONTROL
 BX1838
 BX1838  NGVD 29 (??/??/??)   37.706  (m)          123.71   (f) ADJUSTED    1 1
 BX1838
 BX1838.Superseded values are not recommended for survey control.
 BX1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1838.See file dsdata.txt to determine how the superseded data were derived.
 BX1838
 BX1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR896280(NAD 83)
 BX1838_MARKER: DB = BENCH MARK DISK
 BX1838_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1838_SP_SET: 72 FEET
 BX1838_STAMPING: A 265 1969
 BX1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1838
 BX1838  HISTORY     - Date     Condition        Report By
 BX1838  HISTORY     - 1969     MONUMENTED       CGS
 BX1838  HISTORY     - 1969     GOOD             CGS
 BX1838  HISTORY     - 1986     POOR             USPSQD
 BX1838  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1838  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1838
 BX1838                          STATION DESCRIPTION
 BX1838
 BX1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1838'0.5 MI E FROM CAMPTI.
 BX1838'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1838'AT CAMPTI, THENCE 0.25 MILE SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1838'75 YARDS SOUTHEAST OF THE CROSSING OF THE KANSAS CITY SOUTHERN RAILWAY
 BX1838'AND STATE HIGHWAY 480 WHICH IS BORDELON STREET, 61 FEET SOUTHWEST OF
 BX1838'THE CENTER LINE OF THE HIGHWAY, 37 1/2 FEET NORTHEAST OF THE NORTHEAST
 BX1838'RAIL OF THE MAIN TRACK, 99 1/2 FEET NORTHWEST OF A POWER POLE, 2 1/2
 BX1838'FEET SOUTHEAST OF TELEPHONE POLE NUMBER 8963 1/2, 1.3 FEET NORTHWEST
 BX1838'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BX1838'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 BX1838'TO A DEPTH OF 72 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH
 BX1838'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1838
 BX1838                          STATION RECOVERY (1969)
 BX1838
 BX1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1838'RECOVERED IN GOOD CONDITION.
 BX1838
 BX1838                          STATION RECOVERY (1986)
 BX1838
 BX1838'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1838'MARK RECOVERED IN POOR CONDITION.
 BX1838
 BX1838                          STATION RECOVERY (1995)
 BX1838
 BX1838'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1838'MARK NOT FOUND.
 BX1838
 BX1838                          STATION RECOVERY (2001)
 BX1838
 BX1838'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2886 ***********************************************************************
 BJ2886  DESIGNATION -  A 2651 LAGS
 BJ2886  PID         -  BJ2886
 BJ2886  STATE/COUNTY-  LA/ST LANDRY
 BJ2886  USGS QUAD   -  PALMETTO (1994)
 BJ2886
 BJ2886                         *CURRENT SURVEY CONTROL
 BJ2886  ___________________________________________________________________
 BJ2886* NAD 83(1986)-  30 41 40.     (N)    091 58 00.     (W)     SCALED    
 BJ2886* NAVD 88     -        10.12   (+/-2cm)      33.2    (feet)  VERTCON   
 BJ2886  ___________________________________________________________________
 BJ2886  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2886
 BJ2886  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2886
 BJ2886.The horizontal coordinates were scaled from a topographic map and have
 BJ2886.an estimated accuracy of +/- 6 seconds.
 BJ2886
 BJ2886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2886.The vertical order pertains to the NGVD 29 superseded value.
 BJ2886
 BJ2886.The geoid height was determined by GEOID03.
 BJ2886
 BJ2886;                    North         East    Units  Estimated Accuracy
 BJ2886;SPC LA S     -   243,420.      939,320.      MT  (+/- 180 meters Scaled)
 BJ2886
 BJ2886                          SUPERSEDED SURVEY CONTROL
 BJ2886
 BJ2886  NGVD 29 (??/??/??)   10.103  (m)           33.15   (f) ADJUSTED    2 2
 BJ2886
 BJ2886.Superseded values are not recommended for survey control.
 BJ2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2886.See file dsdata.txt to determine how the superseded data were derived.
 BJ2886
 BJ2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP989961(NAD 83)
 BJ2886_MARKER: DD = SURVEY DISK
 BJ2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2886_SP_SET: CONCRETE POST
 BJ2886_STAMPING: A 2651
 BJ2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2886+STABILITY: SURFACE MOTION
 BJ2886
 BJ2886  HISTORY     - Date     Condition        Report By
 BJ2886  HISTORY     - UNK      MONUMENTED       LAGS
 BJ2886  HISTORY     - 1975     GOOD             LADTD
 BJ2886
 BJ2886                          STATION DESCRIPTION
 BJ2886
 BJ2886'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2886'3.8 MI SOUTH FROM LEBEAU.
 BJ2886'FROM THE POST OFFICE IN LEBEAU, ABOUT 2.6 MI SE ALONG US HIGHWAY 71,
 BJ2886'TO THE JUNCTION OF A PARISH ROAD LEADING SW, THENCE ABOUT 1.2 MI SW
 BJ2886'ALONG THE PARISH ROAD, 28 FT NORTH OF THE CENTERLINE OF A PARIH ROAD,
 BJ2886'99 FT NE OF POWER POLE NO 43 WITH TRANSFORMER. 5 FT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2887 ***********************************************************************
 BJ2887  DESIGNATION -  A 2652 LAGS
 BJ2887  PID         -  BJ2887
 BJ2887  STATE/COUNTY-  LA/ST LANDRY
 BJ2887  USGS QUAD   -  PALMETTO (1994)
 BJ2887
 BJ2887                         *CURRENT SURVEY CONTROL
 BJ2887  ___________________________________________________________________
 BJ2887* NAD 83(1986)-  30 41 43.     (N)    091 57 20.     (W)     SCALED    
 BJ2887* NAVD 88     -         9.94   (+/-2cm)      32.6    (feet)  VERTCON   
 BJ2887  ___________________________________________________________________
 BJ2887  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2887
 BJ2887  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2887
 BJ2887.The horizontal coordinates were scaled from a topographic map and have
 BJ2887.an estimated accuracy of +/- 6 seconds.
 BJ2887
 BJ2887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2887.The vertical order pertains to the NGVD 29 superseded value.
 BJ2887
 BJ2887.The geoid height was determined by GEOID03.
 BJ2887
 BJ2887;                    North         East    Units  Estimated Accuracy
 BJ2887;SPC LA S     -   243,500.      940,390.      MT  (+/- 180 meters Scaled)
 BJ2887
 BJ2887                          SUPERSEDED SURVEY CONTROL
 BJ2887
 BJ2887  NGVD 29 (??/??/??)    9.923  (m)           32.56   (f) ADJUSTED    2 2
 BJ2887
 BJ2887.Superseded values are not recommended for survey control.
 BJ2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2887.See file dsdata.txt to determine how the superseded data were derived.
 BJ2887
 BJ2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP000962(NAD 83)
 BJ2887_MARKER: DD = SURVEY DISK
 BJ2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2887_SP_SET: CONCRETE POST
 BJ2887_STAMPING: A 2652
 BJ2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2887+STABILITY: SURFACE MOTION
 BJ2887
 BJ2887  HISTORY     - Date     Condition        Report By
 BJ2887  HISTORY     - UNK      MONUMENTED       LAGS
 BJ2887  HISTORY     - 1975     GOOD             LADTD
 BJ2887
 BJ2887                          STATION DESCRIPTION
 BJ2887
 BJ2887'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2887'3.3 MI SOUTH FROM LEBEAU.
 BJ2887'FROM THE POST OFFICE IN LEBEAU, ABOUT 2.6 MI SE ALONG US HIGHWAY 71,
 BJ2887'TO THE JUNCTION OF A PARISH ROAD LEADING SW, THENCE ABOUT .7 MI SW
 BJ2887'ALONG THE PARISH ROAD, 23 FT SOUTH THE CENTERLINE OF A PARISH ROAD,
 BJ2887'142 FT NE OF A 10 INCH CEDER TREE, 3 FT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2888 ***********************************************************************
 BJ2888  DESIGNATION -  A 2653 LAGS
 BJ2888  PID         -  BJ2888
 BJ2888  STATE/COUNTY-  LA/ST LANDRY
 BJ2888  USGS QUAD   -  PALMETTO (1994)
 BJ2888
 BJ2888                         *CURRENT SURVEY CONTROL
 BJ2888  ___________________________________________________________________
 BJ2888* NAD 83(1986)-  30 41 47.     (N)    091 57 06.     (W)     SCALED    
 BJ2888* NAVD 88     -        10.44   (+/-2cm)      34.3    (feet)  VERTCON   
 BJ2888  ___________________________________________________________________
 BJ2888  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2888
 BJ2888  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2888
 BJ2888.The horizontal coordinates were scaled from a topographic map and have
 BJ2888.an estimated accuracy of +/- 6 seconds.
 BJ2888
 BJ2888.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2888.The vertical order pertains to the NGVD 29 superseded value.
 BJ2888
 BJ2888.The geoid height was determined by GEOID03.
 BJ2888
 BJ2888;                    North         East    Units  Estimated Accuracy
 BJ2888;SPC LA S     -   243,620.      940,760.      MT  (+/- 180 meters Scaled)
 BJ2888
 BJ2888                          SUPERSEDED SURVEY CONTROL
 BJ2888
 BJ2888  NGVD 29 (??/??/??)   10.427  (m)           34.21   (f) ADJUSTED    2 2
 BJ2888
 BJ2888.Superseded values are not recommended for survey control.
 BJ2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2888.See file dsdata.txt to determine how the superseded data were derived.
 BJ2888
 BJ2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP003964(NAD 83)
 BJ2888_MARKER: DD = SURVEY DISK
 BJ2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2888_SP_SET: CONCRETE POST
 BJ2888_STAMPING: A 2653
 BJ2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2888+STABILITY: SURFACE MOTION
 BJ2888
 BJ2888  HISTORY     - Date     Condition        Report By
 BJ2888  HISTORY     - UNK      MONUMENTED       LAGS
 BJ2888  HISTORY     - 1975     GOOD             LADTD
 BJ2888
 BJ2888                          STATION DESCRIPTION
 BJ2888
 BJ2888'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2888'3.0 MI SOUTH FROM LEBEAU.
 BJ2888'FROM THE POST OFFICE IN LEBEAU, ABOUT 2.6 MI SE ALONG US HIGHWAY 71,
 BJ2888'TO THE JUNCTION OF A PARISH ROAD LEADING SW, THENCE ABOUT .4 MI SW
 BJ2888'ALONG THE PARISH ROAD, 23 FT NORTH OF THE CENTERLINE OF A PARISH ROAD,
 BJ2888'108 FT WEST OF POWER POLE NO 41 WITH TRANSFORMER, 90 FT EAST OF A
 BJ2888'SECTION LINE FENCE LEADING NORTH, 2 FT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1106 ***********************************************************************
 BK1106  DESIGNATION -  A 266
 BK1106  PID         -  BK1106
 BK1106  STATE/COUNTY-  LA/ALLEN
 BK1106  USGS QUAD   -  OBERLIN (1994)
 BK1106
 BK1106                         *CURRENT SURVEY CONTROL
 BK1106  ___________________________________________________________________
 BK1106* NAD 83(1986)-  30 34 00.     (N)    092 47 46.     (W)     SCALED    
 BK1106* NAVD 88     -        16.751  (meters)      54.96   (feet)  ADJUSTED  
 BK1106  ___________________________________________________________________
 BK1106  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK1106  DYNAMIC HT  -          16.729 (meters)      54.89  (feet)  COMP
 BK1106  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BK1106
 BK1106  VERT ORDER  -  FIRST     CLASS I
 BK1106
 BK1106.The horizontal coordinates were scaled from a topographic map and have
 BK1106.an estimated accuracy of +/- 6 seconds.
 BK1106
 BK1106.The orthometric height was determined by differential leveling
 BK1106.and adjusted by the National Geodetic Survey in February 1994..
 BK1106
 BK1106.The geoid height was determined by GEOID03.
 BK1106
 BK1106.The dynamic height is computed by dividing the NAVD 88
 BK1106.geopotential number by the normal gravity value computed on the
 BK1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1106.degrees latitude (g = 980.6199 gals.).
 BK1106
 BK1106.The modeled gravity was interpolated from observed gravity values.
 BK1106
 BK1106;                    North         East    Units  Estimated Accuracy
 BK1106;SPC LA S     -   229,980.      859,680.      MT  (+/- 180 meters Scaled)
 BK1106
 BK1106                          SUPERSEDED SURVEY CONTROL
 BK1106
 BK1106  NAVD 88 (06/15/91)   16.738  (m)           54.91   (f) UNKNOWN     1 1
 BK1106  NGVD 29 (??/??/??)   16.721  (m)           54.86   (f) ADJUSTED    1 1
 BK1106
 BK1106.Superseded values are not recommended for survey control.
 BK1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1106.See file dsdata.txt to determine how the superseded data were derived.
 BK1106
 BK1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP195815(NAD 83)
 BK1106_MARKER: DB = BENCH MARK DISK
 BK1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1106_STAMPING: A 266 1969
 BK1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1106+STABILITY: SURFACE MOTION
 BK1106
 BK1106  HISTORY     - Date     Condition        Report By
 BK1106  HISTORY     - 1969     MONUMENTED       CGS
 BK1106  HISTORY     - 1970     GOOD             NGS
 BK1106  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 BK1106
 BK1106                          STATION DESCRIPTION
 BK1106
 BK1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1106'4.2 MI SW FROM OBERLIN.
 BK1106'ABOUT 4.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1106'STATION AT OBERLIN, 75 YARDS SOUTHEAST OF A CROSSING OF THE RAILROAD
 BK1106'AND A PAVED ROAD, 202 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL,
 BK1106'32.2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME BUILDING WHICH
 BK1106'IS AN OFFICE FOR THE INTERNATIONAL PAPER COMPANY, 71 FEET SOUTH OF A
 BK1106'FENCE, 21 FEET NORTHEAST OF A 10-INCH TREE, 2 FEET NORTH OF A METAL
 BK1106'RADIO TOWER, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 BK1106'THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 BK1106'GROUND.
 BK1106
 BK1106                          STATION RECOVERY (2004)
 BK1106
 BK1106'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2006 ***********************************************************************
 BK2006  DESIGNATION -  A 2682 LAGS
 BK2006  PID         -  BK2006
 BK2006  STATE/COUNTY-  LA/ST LANDRY
 BK2006  USGS QUAD   -  OPELOUSAS (1992)
 BK2006
 BK2006                         *CURRENT SURVEY CONTROL
 BK2006  ___________________________________________________________________
 BK2006* NAD 83(1986)-  30 30 55.     (N)    092 02 38.     (W)     SCALED    
 BK2006* NAVD 88     -        17.80   (+/-2cm)      58.4    (feet)  VERTCON   
 BK2006  ___________________________________________________________________
 BK2006  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2006
 BK2006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2006
 BK2006.The horizontal coordinates were scaled from a topographic map and have
 BK2006.an estimated accuracy of +/- 6 seconds.
 BK2006
 BK2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2006.The vertical order pertains to the NGVD 29 superseded value.
 BK2006
 BK2006.The geoid height was determined by GEOID03.
 BK2006
 BK2006;                    North         East    Units  Estimated Accuracy
 BK2006;SPC LA S     -   223,600.      931,800.      MT  (+/- 180 meters Scaled)
 BK2006
 BK2006                          SUPERSEDED SURVEY CONTROL
 BK2006
 BK2006  NGVD 29 (??/??/??)   17.760  (m)           58.27   (f) ADJUSTED    2 0
 BK2006
 BK2006.Superseded values are not recommended for survey control.
 BK2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2006.See file dsdata.txt to determine how the superseded data were derived.
 BK2006
 BK2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP917762(NAD 83)
 BK2006_MARKER: DD = SURVEY DISK
 BK2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2006_STAMPING: A-2682
 BK2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2006+STABILITY: SURFACE MOTION
 BK2006
 BK2006  HISTORY     - Date     Condition        Report By
 BK2006  HISTORY     - UNK      MONUMENTED       LAGS
 BK2006  HISTORY     - 1973     GOOD             LADTD
 BK2006
 BK2006                          STATION DESCRIPTION
 BK2006
 BK2006'DESCRIBED BY LA TRANSP AND DEV 1973
 BK2006'7.0 MI NW FROM LEONVILLE.
 BK2006'FROM THE BRIDGE IN LEONVILLE OVER BAYOU TECHE, THENCE ABOUT 7.0 MILES
 BK2006'NORTHWEST ALONG LOUISIANA HIGHWAY 31, 49 FEET EAST OF THE CENTERLINE
 BK2006'OF LOUISIANA HIGHWAY 31, 63 FEET NORTHEAST FROM THE NORTHEAST CORNER
 BK2006'OF A WOOD FRAME RESIDENCE BELONGING TO THOMAS MOORE, 11 FEET NORTHWEST
 BK2006'OF THE CORNER OF A CHAIN LINK FENCE, 11 FEET NORTHWEST OF A STEEL
 BK2006'WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BK2006'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2005 ***********************************************************************
 BK2005  DESIGNATION -  A 2683 LAGS
 BK2005  PID         -  BK2005
 BK2005  STATE/COUNTY-  LA/ST LANDRY
 BK2005  USGS QUAD   -  OPELOUSAS (1992)
 BK2005
 BK2005                         *CURRENT SURVEY CONTROL
 BK2005  ___________________________________________________________________
 BK2005* NAD 83(1986)-  30 30 43.     (N)    092 02 36.     (W)     SCALED    
 BK2005* NAVD 88     -        18.29   (+/-2cm)      60.0    (feet)  VERTCON   
 BK2005  ___________________________________________________________________
 BK2005  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2005
 BK2005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2005
 BK2005.The horizontal coordinates were scaled from a topographic map and have
 BK2005.an estimated accuracy of +/- 6 seconds.
 BK2005
 BK2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2005.The vertical order pertains to the NGVD 29 superseded value.
 BK2005
 BK2005.The geoid height was determined by GEOID03.
 BK2005
 BK2005;                    North         East    Units  Estimated Accuracy
 BK2005;SPC LA S     -   223,230.      931,850.      MT  (+/- 180 meters Scaled)
 BK2005
 BK2005                          SUPERSEDED SURVEY CONTROL
 BK2005
 BK2005  NGVD 29 (??/??/??)   18.256  (m)           59.89   (f) ADJUSTED    2 0
 BK2005
 BK2005.Superseded values are not recommended for survey control.
 BK2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2005.See file dsdata.txt to determine how the superseded data were derived.
 BK2005
 BK2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP917759(NAD 83)
 BK2005_MARKER: DD = SURVEY DISK
 BK2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2005_STAMPING: A-2683
 BK2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2005+STABILITY: SURFACE MOTION
 BK2005
 BK2005  HISTORY     - Date     Condition        Report By
 BK2005  HISTORY     - UNK      MONUMENTED       LAGS
 BK2005  HISTORY     - 1973     GOOD             LADTD
 BK2005
 BK2005                          STATION DESCRIPTION
 BK2005
 BK2005'DESCRIBED BY LA TRANSP AND DEV 1973
 BK2005'6.70 MI NW FROM LEONVILLE.
 BK2005'FROM THE BRIDGE IN LEONVILLE OVER BAYOU TECHE, THENCE ABOUT 6.70 MILES
 BK2005'NORTHWEST, ALONG LOUISIANA HIGHWAY 31, 45.8 FEET EAST OF THE
 BK2005'CENTERLINE OF LOUISIANA HIGHWAY 31, 22.2 FEET SOUTHWEST OF A 36 INCH
 BK2005'RED OAK TREE, 66.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD
 BK2005'FRAME RESIDENCE, 3.3 FEET EAST OF A STEEL WITNESS POST.  DISK IN THE
 BK2005'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2585 ***********************************************************************
 BJ2585  DESIGNATION -  A 2697 LAGS
 BJ2585  PID         -  BJ2585
 BJ2585  STATE/COUNTY-  LA/ST LANDRY
 BJ2585  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2585
 BJ2585                         *CURRENT SURVEY CONTROL
 BJ2585  ___________________________________________________________________
 BJ2585* NAD 83(1986)-  30 28 27.     (N)    091 58 47.     (W)     SCALED    
 BJ2585* NAVD 88     -         8.78   (+/-2cm)      28.8    (feet)  VERTCON   
 BJ2585  ___________________________________________________________________
 BJ2585  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2585
 BJ2585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2585
 BJ2585.The horizontal coordinates were scaled from a topographic map and have
 BJ2585.an estimated accuracy of +/- 6 seconds.
 BJ2585
 BJ2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2585.The vertical order pertains to the NGVD 29 superseded value.
 BJ2585
 BJ2585.The geoid height was determined by GEOID03.
 BJ2585
 BJ2585;                    North         East    Units  Estimated Accuracy
 BJ2585;SPC LA S     -   219,000.      937,930.      MT  (+/- 180 meters Scaled)
 BJ2585
 BJ2585                          SUPERSEDED SURVEY CONTROL
 BJ2585
 BJ2585  NGVD 29 (??/??/??)    8.751  (m)           28.71   (f) ADJUSTED    2 0
 BJ2585
 BJ2585.Superseded values are not recommended for survey control.
 BJ2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2585.See file dsdata.txt to determine how the superseded data were derived.
 BJ2585
 BJ2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP979717(NAD 83)
 BJ2585_MARKER: DD = SURVEY DISK
 BJ2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2585_STAMPING: A-2697
 BJ2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2585+STABILITY: SURFACE MOTION
 BJ2585
 BJ2585  HISTORY     - Date     Condition        Report By
 BJ2585  HISTORY     - UNK      MONUMENTED       LAGS
 BJ2585  HISTORY     - 1973     GOOD             LADTD
 BJ2585
 BJ2585                          STATION DESCRIPTION
 BJ2585
 BJ2585'DESCRIBED BY LA TRANSP AND DEV 1973
 BJ2585'0.05 MI SE FROM LEONVILLE.
 BJ2585'ABOUT 0.05 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 31, FROM THE BRIDGE
 BJ2585'OVER BAYOU TECHE AT LEONVILLE, 48.2 FEET NORTH OF THE CENTERLINE OF
 BJ2585'LOUISIANA HIGHWAY 31, 23.8 FEET EAST OF A WOOD FRAME STORE, 42.6 FEET
 BJ2585'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME RESIDENCE, 1.0 FOOT
 BJ2585'SOUTH OF A CHAIN LINK FENCE, 1.0 FOOT SOUTH OF A STEEL WITNESS POST.
 BJ2585'DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2583 ***********************************************************************
 BJ2583  DESIGNATION -  A 2698 LAGS
 BJ2583  PID         -  BJ2583
 BJ2583  STATE/COUNTY-  LA/ST LANDRY
 BJ2583  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2583
 BJ2583                         *CURRENT SURVEY CONTROL
 BJ2583  ___________________________________________________________________
 BJ2583* NAD 83(1986)-  30 28 34.     (N)    091 58 33.     (W)     SCALED    
 BJ2583* NAVD 88     -         9.00   (+/-2cm)      29.5    (feet)  VERTCON   
 BJ2583  ___________________________________________________________________
 BJ2583  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2583
 BJ2583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2583
 BJ2583.The horizontal coordinates were scaled from a topographic map and have
 BJ2583.an estimated accuracy of +/- 6 seconds.
 BJ2583
 BJ2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2583.The vertical order pertains to the NGVD 29 superseded value.
 BJ2583
 BJ2583.The geoid height was determined by GEOID03.
 BJ2583
 BJ2583;                    North         East    Units  Estimated Accuracy
 BJ2583;SPC LA S     -   219,220.      938,310.      MT  (+/- 180 meters Scaled)
 BJ2583
 BJ2583                          SUPERSEDED SURVEY CONTROL
 BJ2583
 BJ2583  NGVD 29 (??/??/??)    8.973  (m)           29.44   (f) ADJUSTED    2 0
 BJ2583
 BJ2583.Superseded values are not recommended for survey control.
 BJ2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2583.See file dsdata.txt to determine how the superseded data were derived.
 BJ2583
 BJ2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP983719(NAD 83)
 BJ2583_MARKER: DD = SURVEY DISK
 BJ2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2583_STAMPING: A-2698
 BJ2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2583+STABILITY: SURFACE MOTION
 BJ2583
 BJ2583  HISTORY     - Date     Condition        Report By
 BJ2583  HISTORY     - UNK      MONUMENTED       LAGS
 BJ2583  HISTORY     - 1973     GOOD             LADTD
 BJ2583
 BJ2583                          STATION DESCRIPTION
 BJ2583
 BJ2583'DESCRIBED BY LA TRANSP AND DEV 1973
 BJ2583'0.25 MI SE FROM LEONVILLE.
 BJ2583'ABOUT 0.25 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 31, FROM THE BRIDGE
 BJ2583'OVER BAYOU TECHE AT LEONVILLE, 26 FEET NORTH OF THE CENTERLINE OF
 BJ2583'LOUISIANA HIGHWAY 31, 59.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BJ2583'WOOD FRAME RESIDENCE, 9.6 FEET SOUTH OF A 6 INCH TREE, 1.1 FEET NORTH
 BJ2583'OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BJ2583'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2110 ***********************************************************************
 BX2110  DESIGNATION -  A 27
 BX2110  PID         -  BX2110
 BX2110  STATE/COUNTY-  LA/SABINE
 BX2110  USGS QUAD   -  SALTER CREEK (1985)
 BX2110
 BX2110                         *CURRENT SURVEY CONTROL
 BX2110  ___________________________________________________________________
 BX2110* NAD 83(1986)-  31 28 25.     (N)    093 44 02.     (W)     SCALED    
 BX2110* NAVD 88     -        42.49   (+/-2cm)     139.4    (feet)  VERTCON   
 BX2110  ___________________________________________________________________
 BX2110  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX2110
 BX2110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2110
 BX2110.The horizontal coordinates were scaled from a topographic map and have
 BX2110.an estimated accuracy of +/- 6 seconds.
 BX2110
 BX2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2110.The vertical order pertains to the NGVD 29 superseded value.
 BX2110
 BX2110.The geoid height was determined by GEOID03.
 BX2110
 BX2110;                    North         East    Units  Estimated Accuracy
 BX2110;SPC LA N     -   108,620.      882,750.      MT  (+/- 180 meters Scaled)
 BX2110
 BX2110                          SUPERSEDED SURVEY CONTROL
 BX2110
 BX2110  NGVD 29 (??/??/??)   42.568  (m)          139.66   (f) ADJUSTED    2 0
 BX2110
 BX2110.Superseded values are not recommended for survey control.
 BX2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2110.See file dsdata.txt to determine how the superseded data were derived.
 BX2110
 BX2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ302823(NAD 83)
 BX2110_MARKER: DB = BENCH MARK DISK
 BX2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2110_STAMPING: A 27 1934
 BX2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2110+STABILITY: SURFACE MOTION
 BX2110
 BX2110  HISTORY     - Date     Condition        Report By
 BX2110  HISTORY     - 1934     MONUMENTED       CGS
 BX2110  HISTORY     - 1943     GOOD             BGCO
 BX2110
 BX2110                          STATION DESCRIPTION
 BX2110
 BX2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2110'8.6 MI NE FROM MILAM, TX.
 BX2110'8.6 MILES NE OF AND ALONG STATE HIGHWAY NO.6 42 FEET N OF THE CENTER
 BX2110'OF THE HIGHWAY.  ABOUT 0.3 MILE E OF A FARM HOUSE ON N SIDE OF
 BX2110'HIGHWAY.  IN HEAVILY WOODED COUNTRY.  NOTE-- 15 MI. W. OF A LARGE
 BX2110'CEMENT CULVERT.  1.1 MI. E. OF ST. LINE.
 BX2110
 BX2110                          STATION RECOVERY (1943)
 BX2110
 BX2110'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1943
 BX2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2202 ***********************************************************************
 CQ2202  DESIGNATION -  A 270
 CQ2202  PID         -  CQ2202
 CQ2202  STATE/COUNTY-  LA/CADDO
 CQ2202  USGS QUAD   -  STONEWALL (1992)
 CQ2202
 CQ2202                         *CURRENT SURVEY CONTROL
 CQ2202  ___________________________________________________________________
 CQ2202* NAD 83(1986)-  32 20 05.     (N)    093 50 03.     (W)     SCALED    
 CQ2202* NAVD 88     -        59.571  (meters)     195.44   (feet)  ADJUSTED  
 CQ2202  ___________________________________________________________________
 CQ2202  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ2202  DYNAMIC HT  -          59.503 (meters)     195.22  (feet)  COMP
 CQ2202  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CQ2202
 CQ2202  VERT ORDER  -  FIRST     CLASS II
 CQ2202
 CQ2202.The horizontal coordinates were scaled from a topographic map and have
 CQ2202.an estimated accuracy of +/- 6 seconds.
 CQ2202
 CQ2202.The orthometric height was determined by differential leveling
 CQ2202.and adjusted by the National Geodetic Survey in June 1991..
 CQ2202
 CQ2202.The geoid height was determined by GEOID03.
 CQ2202
 CQ2202.The dynamic height is computed by dividing the NAVD 88
 CQ2202.geopotential number by the normal gravity value computed on the
 CQ2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2202.degrees latitude (g = 980.6199 gals.).
 CQ2202
 CQ2202.The modeled gravity was interpolated from observed gravity values.
 CQ2202
 CQ2202;                    North         East    Units  Estimated Accuracy
 CQ2202;SPC LA N     -   204,200.      874,400.      MT  (+/- 180 meters Scaled)
 CQ2202
 CQ2202                          SUPERSEDED SURVEY CONTROL
 CQ2202
 CQ2202  NGVD 29 (??/??/??)   59.640  (m)          195.67   (f) ADJUSTED    1 2
 CQ2202
 CQ2202.Superseded values are not recommended for survey control.
 CQ2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2202.See file dsdata.txt to determine how the superseded data were derived.
 CQ2202
 CQ2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR214778(NAD 83)
 CQ2202_MARKER: DB = BENCH MARK DISK
 CQ2202_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2202_SP_SET: STAINLESS STEEL ROD
 CQ2202_STAMPING: A 270 1979
 CQ2202_PROJECTION: FLUSH
 CQ2202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2202+STABILITY: POSITION/ELEVATION WELL
 CQ2202_ROD/PIPE-DEPTH: 6.10 meters
 CQ2202
 CQ2202  HISTORY     - Date     Condition        Report By
 CQ2202  HISTORY     - 1979     MONUMENTED       NGS
 CQ2202  HISTORY     - 1987     GOOD             USPSQD
 CQ2202  HISTORY     - 1990     GOOD             USPSQD
 CQ2202  HISTORY     - 19990206 GOOD             USPSQD
 CQ2202
 CQ2202                          STATION DESCRIPTION
 CQ2202
 CQ2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2202'IN KEITHVILLE.
 CQ2202'IN KEITHVILLE, AT THE POST OFFICE, 200.0 FT. NORTHEAST OF THE JUNCTION
 CQ2202'OF MANSFIELD ROAD AND COUNTY ROAD 22, 48.0 FT. EAST OF THE CENTERLINE
 CQ2202'OF MANSFIELD ROAD, 47.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE
 CQ2202'POST OFFICE, 10.0 FT. NORTH OF THE NORTH EDGE OF THE CONCRETE PARKING
 CQ2202'LOT FOR THE POST OFFICE, 3.3 FT. NORTH OF POWERLINE POLE NUMBER
 CQ2202'34737 WITH GUY WIRE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 CQ2202'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2202'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CQ2202
 CQ2202                          STATION RECOVERY (1987)
 CQ2202
 CQ2202'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ2202'RECOVERED IN GOOD CONDITION.
 CQ2202
 CQ2202                          STATION RECOVERY (1990)
 CQ2202
 CQ2202'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2202'RECOVERED IN GOOD CONDITION.
 CQ2202
 CQ2202                          STATION RECOVERY (1999)
 CQ2202
 CQ2202'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0029 ***********************************************************************
 BK0029  DESIGNATION -  A 2742 LAGS
 BK0029  PID         -  BK0029
 BK0029  STATE/COUNTY-  LA/EVANGELINE
 BK0029  USGS QUAD   -  VILLE PLATTE (1983)
 BK0029
 BK0029                         *CURRENT SURVEY CONTROL
 BK0029  ___________________________________________________________________
 BK0029* NAD 83(1986)-  30 41 41.     (N)    092 15 39.     (W)     SCALED    
 BK0029* NAVD 88     -        23.41   (+/-2cm)      76.8    (feet)  VERTCON   
 BK0029  ___________________________________________________________________
 BK0029  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK0029
 BK0029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0029
 BK0029.The horizontal coordinates were scaled from a topographic map and have
 BK0029.an estimated accuracy of +/- 6 seconds.
 BK0029
 BK0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0029.The vertical order pertains to the NGVD 29 superseded value.
 BK0029
 BK0029.The geoid height was determined by GEOID03.
 BK0029
 BK0029;                    North         East    Units  Estimated Accuracy
 BK0029;SPC LA S     -   243,640.      911,140.      MT  (+/- 180 meters Scaled)
 BK0029
 BK0029                          SUPERSEDED SURVEY CONTROL
 BK0029
 BK0029  NGVD 29 (??/??/??)   23.382  (m)           76.71   (f) ADJUSTED    2 0
 BK0029
 BK0029.Superseded values are not recommended for survey control.
 BK0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0029.See file dsdata.txt to determine how the superseded data were derived.
 BK0029
 BK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP707960(NAD 83)
 BK0029_MARKER: DD = SURVEY DISK
 BK0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0029_STAMPING: A 2742 1936
 BK0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0029+STABILITY: SURFACE MOTION
 BK0029
 BK0029  HISTORY     - Date     Condition        Report By
 BK0029  HISTORY     - 1936     MONUMENTED       LAGS
 BK0029  HISTORY     - 1961     GOOD             CGS
 BK0029  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0029
 BK0029                          STATION DESCRIPTION
 BK0029
 BK0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0029'1.2 MI N FROM VILLE PLATTE.
 BK0029'ABOUT 0.5 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0029'STATION AT VILLE PLATTE, THENCE 0.5 MILE EAST ALONG EAST LINCOLN
 BK0029'STREET, THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY 29, 67 FEET EAST OF
 BK0029'THE CENTER LINE OF THE HIGHWAY, 59 FEET SOUTHEAST OF A BRACED POWER
 BK0029'POLE, 24 1/2 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE GROUND, AND
 BK0029'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK0029
 BK0029                          STATION RECOVERY (1980)
 BK0029
 BK0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0025 ***********************************************************************
 BK0025  DESIGNATION -  A 2746 LAGS
 BK0025  PID         -  BK0025
 BK0025  STATE/COUNTY-  LA/EVANGELINE
 BK0025  USGS QUAD   -  VILLE PLATTE (1983)
 BK0025
 BK0025                         *CURRENT SURVEY CONTROL
 BK0025  ___________________________________________________________________
 BK0025* NAD 83(1986)-  30 43 32.     (N)    092 15 28.     (W)     SCALED    
 BK0025* NAVD 88     -        22.69   (+/-2cm)      74.4    (feet)  VERTCON   
 BK0025  ___________________________________________________________________
 BK0025  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0025
 BK0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0025
 BK0025.The horizontal coordinates were scaled from a topographic map and have
 BK0025.an estimated accuracy of +/- 6 seconds.
 BK0025
 BK0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0025.The vertical order pertains to the NGVD 29 superseded value.
 BK0025
 BK0025.The geoid height was determined by GEOID03.
 BK0025
 BK0025;                    North         East    Units  Estimated Accuracy
 BK0025;SPC LA S     -   247,050.      911,460.      MT  (+/- 180 meters Scaled)
 BK0025
 BK0025                          SUPERSEDED SURVEY CONTROL
 BK0025
 BK0025  NGVD 29 (??/??/??)   22.660  (m)           74.34   (f) ADJUSTED    2 0
 BK0025
 BK0025.Superseded values are not recommended for survey control.
 BK0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0025.See file dsdata.txt to determine how the superseded data were derived.
 BK0025
 BK0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP710994(NAD 83)
 BK0025_MARKER: DD = SURVEY DISK
 BK0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0025_STAMPING: A 2746
 BK0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0025+STABILITY: SURFACE MOTION
 BK0025
 BK0025  HISTORY     - Date     Condition        Report By
 BK0025  HISTORY     - UNK      MONUMENTED       LAGS
 BK0025  HISTORY     - 1961     GOOD             CGS
 BK0025  HISTORY     - 1978     GOOD             NGS
 BK0025
 BK0025                          STATION DESCRIPTION
 BK0025
 BK0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0025'3.4 MI N FROM VILLE PLATTE.
 BK0025'ABOUT 0.5 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0025'STATION AT VILLE PLATTE, THENCE 0.5 MILE EAST ALONG EAST LINCOLN
 BK0025'STREET, THENCE 2.4 MILES NORTH ALONG STATE HIGHWAY 29, 26 FEET WEST OF
 BK0025'THE CENTER LINE OF THE HIGHWAY, 40 FEET EAST OF THE EAST RAIL OF THE
 BK0025'TEXAS AND PACIFIC RAILROAD, 44 FEET NORTHEAST OF A CONCRETE PIPE UNDER
 BK0025'THE RAILROAD, AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 BK0025'THE TOP OF A CONCRETE POST PROJECTING 4 FEET.
 BK0025
 BK0025                          STATION RECOVERY (1978)
 BK0025
 BK0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BK0025'DUE TO ROAD CONSTRUCTION, THIS MARK WILL BE DESTROYED. THIS DATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8373 ***********************************************************************
 AF8373  DESIGNATION -  A 2746 RESET
 AF8373  PID         -  AF8373
 AF8373  STATE/COUNTY-  LA/EVANGELINE
 AF8373  USGS QUAD   -  VILLE PLATTE (1983)
 AF8373
 AF8373                         *CURRENT SURVEY CONTROL
 AF8373  ___________________________________________________________________
 AF8373* NAD 83(1986)-  30 43 32.     (N)    092 15 28.     (W)     SCALED    
 AF8373* NAVD 88     -        22.54   (+/-2cm)      74.0    (feet)  VERTCON   
 AF8373  ___________________________________________________________________
 AF8373  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AF8373
 AF8373  VERT ORDER  -  SECOND    CLASS I (See Below)
 AF8373
 AF8373.The horizontal coordinates were scaled from a topographic map and have
 AF8373.an estimated accuracy of +/- 6 seconds.
 AF8373
 AF8373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8373.The vertical order pertains to the NGVD 29 superseded value.
 AF8373
 AF8373.The geoid height was determined by GEOID03.
 AF8373
 AF8373;                    North         East    Units  Estimated Accuracy
 AF8373;SPC LA S     -   247,050.      911,460.      MT  (+/- 180 meters Scaled)
 AF8373
 AF8373                          SUPERSEDED SURVEY CONTROL
 AF8373
 AF8373  NGVD 29 (12/01/98)   22.508  (m)           73.84   (f) ADJUSTED    2 1
 AF8373
 AF8373.Superseded values are not recommended for survey control.
 AF8373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8373.See file dsdata.txt to determine how the superseded data were derived.
 AF8373
 AF8373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP710994(NAD 83)
 AF8373_MARKER: DD = SURVEY DISK
 AF8373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8373_STAMPING: A 2746 RESET 1978
 AF8373_MARK LOGO: LAGS  
 AF8373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8373+STABILITY: SURFACE MOTION
 AF8373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8373+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1996
 AF8373
 AF8373  HISTORY     - Date     Condition        Report By
 AF8373  HISTORY     - 1978     MONUMENTED       LADH
 AF8373  HISTORY     - 19960305 GOOD             LADTD
 AF8373
 AF8373                          STATION DESCRIPTION
 AF8373
 AF8373'DESCRIBED BY LA TRANSP AND DEV 1996 (TLH)
 AF8373'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF VILLE PLATTE,
 AF8373'11.0 MI (17.7 KM) SOUTHEAST OF TURKEY CREEK AND 14.0 MI (22.5 KM)
 AF8373'NORTHWEST OF OPELOUSAS.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AF8373'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AF8373'OF STATE HIGHWAYS 29 AND 1171 JUST NORTH OF VILLE PLATTE, GO NORTH FOR
 AF8373'1.8 MI (2.9 KM) ON HIGHWAY 1171 TO THE STATION SET ON THE LEFT. THE
 AF8373'STATION IS 51.5 FT (15.7 M) WEST FROM THE CENTER OF THE HIGHWAY, 46.0
 AF8373'FT (14.0 M) NORTH FROM THE CENTER OF A GRAVEL DRIVE LEADING WEST, 31.0
 AF8373'FT (9.4 M) EAST FROM THE EAST RAIL OF THE A.K.D.N. RAILROAD, 1.0 FT
 AF8373'(0.3 M) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH
 AF8373'THE GROUND SURFACE AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF THE
 AF8373'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2209 ***********************************************************************
 BX2209  DESIGNATION -  A 28
 BX2209  PID         -  BX2209
 BX2209  STATE/COUNTY-  LA/SABINE
 BX2209  USGS QUAD   -  ZWOLLE (1995)
 BX2209
 BX2209                         *CURRENT SURVEY CONTROL
 BX2209  ___________________________________________________________________
 BX2209* NAD 83(1992)-  31 37 54.65665(N)    093 38 57.89315(W)     ADJUSTED  
 BX2209* NAVD 88     -        60.187  (meters)     197.46   (feet)  ADJUSTED  
 BX2209  ___________________________________________________________________
 BX2209  X           -    -345,983.205 (meters)                     COMP
 BX2209  Y           -  -5,424,585.557 (meters)                     COMP
 BX2209  Z           -   3,325,760.921 (meters)                     COMP
 BX2209  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 BX2209  ELLIP HEIGHT-          33.71  (meters)          (01/02/04) GPS OBS
 BX2209  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BX2209  DYNAMIC HT  -          60.114 (meters)     197.22  (feet)  COMP
 BX2209  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 BX2209
 BX2209  HORZ ORDER  -  THIRD
 BX2209  VERT ORDER  -  SECOND    CLASS 0
 BX2209  ELLP ORDER  -  FOURTH    CLASS II
 BX2209
 BX2209.The horizontal coordinates were established by GPS observations
 BX2209.and adjusted by the National Geodetic Survey in January 1993..
 BX2209
 BX2209.The orthometric height was determined by differential leveling
 BX2209.and adjusted by the National Geodetic Survey in February 1994..
 BX2209
 BX2209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX2209
 BX2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2209
 BX2209.The ellipsoidal height was determined by GPS observations
 BX2209.and is referenced to NAD 83.
 BX2209
 BX2209.The geoid height was determined by GEOID03.
 BX2209
 BX2209.The dynamic height is computed by dividing the NAVD 88
 BX2209.geopotential number by the normal gravity value computed on the
 BX2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2209.degrees latitude (g = 980.6199 gals.).
 BX2209
 BX2209.The modeled gravity was interpolated from observed gravity values.
 BX2209
 BX2209;                    North         East     Units Scale Factor Converg.
 BX2209;SPC LA N     -   126,072.100   890,966.447   MT  0.99992711   -0 36 27.7
 BX2209;SPC LA N     -   413,621.55  2,923,112.42   sFT  0.99992711   -0 36 27.7
 BX2209;UTM  15      - 3,499,813.173   438,414.877   MT  0.99964678   -0 20 26.2
 BX2209
 BX2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2209!SPC LA N     -   0.99999471  x   0.99992711  =   0.99992182
 BX2209!UTM  15      -   0.99999471  x   0.99964678  =   0.99964149
 BX2209
 BX2209                          SUPERSEDED SURVEY CONTROL
 BX2209
 BX2209  ELLIP H (01/21/93)   33.81   (m)                       GP(       ) 4 2
 BX2209  NAD 83(1986)-  31 37 54.67281(N)    093 38 57.88317(W) AD(       ) 3
 BX2209  NAD 27      -  31 37 54.04817(N)    093 38 57.23398(W) AD(       ) 3
 BX2209  NGVD 29 (??/??/??)   60.292  (m)          197.81   (f) ADJUSTED    2 0
 BX2209
 BX2209.Superseded values are not recommended for survey control.
 BX2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2209.See file dsdata.txt to determine how the superseded data were derived.
 BX2209
 BX2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3841599813(NAD 83)
 BX2209_MARKER: DB = BENCH MARK DISK
 BX2209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX2209_SP_SET: HEADWALL
 BX2209_STAMPING: A 28 1935
 BX2209_MARK LOGO: CGS   
 BX2209_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2209+STABILITY: SURFACE MOTION
 BX2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2209+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 BX2209
 BX2209  HISTORY     - Date     Condition        Report By
 BX2209  HISTORY     - 1987     MONUMENTED       NGS
 BX2209  HISTORY     - 1962     GOOD             CGS
 BX2209  HISTORY     - 19880405 GOOD
 BX2209  HISTORY     - 19890516 GOOD             LADTD
 BX2209  HISTORY     - 20010331 GOOD             NGS
 BX2209
 BX2209                          STATION DESCRIPTION
 BX2209
 BX2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BX2209'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BX2209'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BX2209'OBSERVATIONS.
 BX2209'
 BX2209'THE STATION IS LOCATED
 BX2209'IN THE TOWN OF ZWOLLE.
 BX2209'OWNERSHIP--KANSAS CITY SOUTHERN RAILROAD RIGHT OF WAY.
 BX2209'
 BX2209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND
 BX2209'STATE HIGHWAY 475 IN ZWOLLE, GO SOUTH ON HIGHWAY 475 FOR 0.1 KM
 BX2209'(0.05 MI) TO THE JUNCTION OF STATE HIGHWAY 482. TURN RIGHT, ON
 BX2209'HIGHWAY 482 FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT, SET
 BX2209'IN THE NORTH HEADWALL OF A BOX CULVERT AND ACROSS THE RAILROAD
 BX2209'TRACKS.
 BX2209'
 BX2209'THE STATION IS A STANDARD CGS DISK
 BX2209'STAMPED---A 28 1935---,
 BX2209'SET INTO A DRILL HOLE IN THE NORTH HEADWALL OF A BOX CULVERT.
 BX2209'LOCATED
 BX2209'55.8 METERS (183 FT) EAST FROM THE CENTER OF A BLACKTOP ROAD,
 BX2209'28.9 METERS (95 FT) NORTH FROM THE CENTER OF HIGHWAY 482,
 BX2209'9.7 METERS (32 FT) NORTHWEST FROM THE BASE OF A TRACK SWITCH,
 BX2209'3.0 METERS (10 FT) NORTH FROM THE NORTH RAIL AND
 BX2209'0.6 METER (2 FT) NORTH FROM A WITNESS POST.
 BX2209'
 BX2209'DESCRIBED BY R.D. BALL.
 BX2209
 BX2209                          STATION RECOVERY (1962)
 BX2209
 BX2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 BX2209'0.4 MI N FROM ZWOLLE.
 BX2209'0.4 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM ZWOLLE,
 BX2209'SABINE PARISH, 140 FEET EAST OF A ROAD CROSSING, 35 FEET EAST OF THE
 BX2209'MAIN YARD SWITCH, IN THE TOP OF THE NORTH CONCRETE HEAD WALL OF A
 BX2209'CULVERT, AND 8 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 BX2209'DISK, STAMPED A 28 1935.
 BX2209
 BX2209                          STATION RECOVERY (1988)
 BX2209
 BX2209'RECOVERED 1988
 BX2209'RECOVERED IN GOOD CONDITION.
 BX2209
 BX2209                          STATION RECOVERY (1989)
 BX2209
 BX2209'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX2209'THE STATION IS LOCATED IN ZWOLLE ALONG THE KANSAS CITY SOUTHERN
 BX2209'RAILROAD TRACKS.  OWNERSHIP--KANSAS CITY SOUTHERN RAILROAD.
 BX2209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX2209'HIGHWAY 475 IN ZWOLLE, GO WEST FOR 0.48 KM (0.30 MI) ON HIGHWAY 475
 BX2209'TO THE STATION ON THE RIGHT AND NORTH OF THE RAILROAD TRACKS SET IN
 BX2209'THE HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE RAILROAD TRACKS.
 BX2209'THE STATION IS 55.8 M (183.1 FT) EAST FROM THE CENTER OF A BLACKTOP
 BX2209'ROAD LEADING NORTH TO A SCHOOL AND CHURCH, 3.1 M (10.2 FT) NORTH FROM
 BX2209'THE NORTH RAIL OF THE RAILROAD TRACKS AND 0.15 M (0.49 FT) NORTH FROM
 BX2209'A CRESOTE RENFORCEMENT HEADWALL BUILT OVER THE CONCRETE CULVERT.  THE
 BX2209'STATION IS ABOUT 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACKS.
 BX2209
 BX2209                          STATION RECOVERY (2001)
 BX2209
 BX2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2209'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0177 ***********************************************************************
 AT0177  DESIGNATION -  A 280
 AT0177  PID         -  AT0177
 AT0177  STATE/COUNTY-  LA/PLAQUEMINES
 AT0177  USGS QUAD   -  SOUTH PASS (1971)
 AT0177
 AT0177                         *CURRENT SURVEY CONTROL
 AT0177  ___________________________________________________________________
 AT0177* NAD 83(1986)-  29 07 26.     (N)    089 14 42.     (W)     SCALED    
 AT0177* NAVD 88     -         0.350  (meters)       1.15   (feet)  READJUSTED
 AT0177  ___________________________________________________________________
 AT0177  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AT0177  DYNAMIC HT  -           0.350 (meters)       1.15  (feet)  COMP
 AT0177  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 AT0177
 AT0177  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0177
 AT0177.The horizontal coordinates were scaled from a topographic map and have
 AT0177.an estimated accuracy of +/- 6 seconds.
 AT0177
 AT0177.The orthometric height was determined by differential leveling
 AT0177.and adjusted by the National Geodetic Survey in February 1994..
 AT0177.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0177.distribution rate of 0.0 thru 1.0 mm/km.
 AT0177.The height was derived from older observations constrained to new
 AT0177.heights in a crustal motion area.  The height is approximate in
 AT0177.relation to other heights in its vicinity.
 AT0177
 AT0177.The geoid height was determined by GEOID03.
 AT0177
 AT0177.The dynamic height is computed by dividing the NAVD 88
 AT0177.geopotential number by the normal gravity value computed on the
 AT0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0177.degrees latitude (g = 980.6199 gals.).
 AT0177
 AT0177.The modeled gravity was interpolated from observed gravity values.
 AT0177
 AT0177;                    North         East    Units  Estimated Accuracy
 AT0177;SPC LA S     -    71,010.    1,203,240.      MT  (+/- 180 meters Scaled)
 AT0177
 AT0177                          SUPERSEDED SURVEY CONTROL
 AT0177
 AT0177  NGVD 29 (??/??/??)    0.430  (m)            1.41   (f) ADJUSTED    1 1
 AT0177
 AT0177.Superseded values are not recommended for survey control.
 AT0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0177.See file dsdata.txt to determine how the superseded data were derived.
 AT0177
 AT0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT815237(NAD 83)
 AT0177_MARKER: DB = BENCH MARK DISK
 AT0177_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0177_SP_SET: 72 FEET
 AT0177_STAMPING: A 280 1971
 AT0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0177
 AT0177  HISTORY     - Date     Condition        Report By
 AT0177  HISTORY     - 1971     MONUMENTED       NGS
 AT0177
 AT0177                          STATION DESCRIPTION
 AT0177
 AT0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0177'3.9 MI S FROM PILOTTOWN.
 AT0177'ABOUT 2.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0177'LOOKOUT TOWER AT PILOTTOWN, THENCE 1.7 MILES SOUTH ALONG THE WEST BANK
 AT0177'OF SOUTH PASS, ABOUT 0.3 MILE NORTH OF A CHANNEL LIGHT BEARING A
 AT0177'NUMBER 11, ABOUT 0.2 MILE WEST AND ACROSS THE PASS FROM MILEPOST 2, 27
 AT0177'YARDS WEST OF THE WEST BANK OF THE PASS, AND IS A DISK ON THE TOP OF A
 AT0177'COPPER COATED STEEL ROD PROTECTED BY 4 CREOSOTED WOODEN POST (THE EAST
 AT0177'ONE OF THE 4 BEARING A WITNESS SIGN) AND PROJECTING 12 INCHES ABOVE
 AT0177'THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH PLASTIC PIPE WHICH
 AT0177'PROJECTS 12 INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN
 AT0177'TO A DEPTH OF 72 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0530 ***********************************************************************
 AT0530  DESIGNATION -  A 280 USE RESET 1977
 AT0530  PID         -  AT0530
 AT0530  STATE/COUNTY-  LA/PLAQUEMINES
 AT0530  USGS QUAD   -  SOUTH PASS (1971)
 AT0530
 AT0530                         *CURRENT SURVEY CONTROL
 AT0530  ___________________________________________________________________
 AT0530* NAD 83(1986)-  29 07 26.     (N)    089 14 42.     (W)     SCALED    
 AT0530* NAVD 88     -         1.29   (+/-2cm)       4.2    (feet)  VERTCON   
 AT0530  ___________________________________________________________________
 AT0530  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AT0530
 AT0530  VERT ORDER  -  THIRD (See Below)
 AT0530
 AT0530.The horizontal coordinates were scaled from a topographic map and have
 AT0530.an estimated accuracy of +/- 6 seconds.
 AT0530
 AT0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0530.The vertical order pertains to the NGVD 29 superseded value.
 AT0530
 AT0530.The geoid height was determined by GEOID03.
 AT0530
 AT0530;                    North         East    Units  Estimated Accuracy
 AT0530;SPC LA S     -    71,010.    1,203,240.      MT  (+/- 180 meters Scaled)
 AT0530
 AT0530                          SUPERSEDED SURVEY CONTROL
 AT0530
 AT0530  NGVD 29 (??/??/??)    1.37   (m)            4.5    (f) RESET       3  
 AT0530
 AT0530.Superseded values are not recommended for survey control.
 AT0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0530.See file dsdata.txt to determine how the superseded data were derived.
 AT0530
 AT0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT815237(NAD 83)
 AT0530_MARKER: DB = BENCH MARK DISK
 AT0530_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0530_STAMPING: A 280 RESET 1977
 AT0530_PROJECTION: PROJECTING 8 CENTIMETERS
 AT0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0530_ROD/PIPE-DEPTH: 15.8 meters
 AT0530
 AT0530  HISTORY     - Date     Condition        Report By
 AT0530  HISTORY     - 1977     MONUMENTED       USE
 AT0530
 AT0530                          STATION DESCRIPTION
 AT0530
 AT0530'DESCRIBED BY US ENGINEERS 1977
 AT0530'3.9 MI SOUTH FROM PILOTTOWN.
 AT0530'2.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0530'LOOKOUT TOWER IN PILOTTOWN, THENCE 1.7 MILES SOUTH ALONG THE WEST
 AT0530'BANK OF SOUTH PASS, ABOUT 0.3 MILE NORTH OF THE CHANNEL LIGHT BEARING
 AT0530'THE NUMBERS 11, UNDER THE CENTER OF TOWER 2-S, ABOUT 70.0 FEET
 AT0530'WEST OF THE SHORELINE AT BASELINE STATION NO 68+26.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0054 ***********************************************************************
 BJ0054  DESIGNATION -  A 282
 BJ0054  PID         -  BJ0054
 BJ0054  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0054  USGS QUAD   -  MORGANZA (1994)
 BJ0054
 BJ0054                         *CURRENT SURVEY CONTROL
 BJ0054  ___________________________________________________________________
 BJ0054* NAD 83(1986)-  30 43 58.     (N)    091 30 59.     (W)     SCALED    
 BJ0054* NAVD 88     -        12.691  (meters)      41.64   (feet)  ADJUSTED  
 BJ0054  ___________________________________________________________________
 BJ0054  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0054  DYNAMIC HT  -          12.675 (meters)      41.58  (feet)  COMP
 BJ0054  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 BJ0054
 BJ0054  VERT ORDER  -  FIRST     CLASS I
 BJ0054
 BJ0054.The horizontal coordinates were scaled from a topographic map and have
 BJ0054.an estimated accuracy of +/- 6 seconds.
 BJ0054
 BJ0054.The orthometric height was determined by differential leveling
 BJ0054.and adjusted by the National Geodetic Survey in February 1994..
 BJ0054
 BJ0054.The geoid height was determined by GEOID03.
 BJ0054
 BJ0054.The dynamic height is computed by dividing the NAVD 88
 BJ0054.geopotential number by the normal gravity value computed on the
 BJ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0054.degrees latitude (g = 980.6199 gals.).
 BJ0054
 BJ0054.The modeled gravity was interpolated from observed gravity values.
 BJ0054
 BJ0054;                    North         East    Units  Estimated Accuracy
 BJ0054;SPC LA S     -   247,510.      982,470.      MT  (+/- 180 meters Scaled)
 BJ0054
 BJ0054                          SUPERSEDED SURVEY CONTROL
 BJ0054
 BJ0054  NAVD 88 (06/15/91)   12.723  (m)           41.74   (f) UNKNOWN     1 1
 BJ0054  NGVD 29 (??/??/??)   12.679  (m)           41.60   (f) ADJUSTED    1 1
 BJ0054
 BJ0054.Superseded values are not recommended for survey control.
 BJ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0054.See file dsdata.txt to determine how the superseded data were derived.
 BJ0054
 BJ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ420009(NAD 83)
 BJ0054_MARKER: DB = BENCH MARK DISK
 BJ0054_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0054+WITH SETTING: INTO GROUND
 BJ0054_SP_SET: METAL ROD WITH BASE PLATE
 BJ0054_STAMPING: A 282 1976
 BJ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0054+STABILITY: SURFACE MOTION
 BJ0054
 BJ0054  HISTORY     - Date     Condition        Report By
 BJ0054  HISTORY     - 1976     MONUMENTED       NGS
 BJ0054
 BJ0054                          STATION DESCRIPTION
 BJ0054
 BJ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0054'6 MI EAST FROM MORGANZA.
 BJ0054'3.8 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 10 FROM THE CITY HALL,
 BJ0054'THENCE 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 420, 5.2 MILES WEST OF
 BJ0054'POINTE COUPEE, ON THE OUTSIDE OF A CURVE, 57 FT NORTH OF THE CENTER
 BJ0054'LINE OF THE HIGHWAY, 44 FT EAST OF THE CENTER LINE OF A GRAVELED ROAD
 BJ0054'LEADING NORTHWEST TO THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0025 ***********************************************************************
 BW0025  DESIGNATION -  A 283
 BW0025  PID         -  BW0025
 BW0025  STATE/COUNTY-  LA/CONCORDIA
 BW0025  USGS QUAD   -  FORT ADAMS (1965)
 BW0025
 BW0025                         *CURRENT SURVEY CONTROL
 BW0025  ___________________________________________________________________
 BW0025* NAD 83(1986)-  31 00 58.     (N)    091 37 16.     (W)     SCALED    
 BW0025* NAVD 88     -        17.390  (meters)      57.05   (feet)  ADJUSTED  
 BW0025  ___________________________________________________________________
 BW0025  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW0025  DYNAMIC HT  -          17.368 (meters)      56.98  (feet)  COMP
 BW0025  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 BW0025
 BW0025  VERT ORDER  -  FIRST     CLASS I
 BW0025
 BW0025.The horizontal coordinates were scaled from a topographic map and have
 BW0025.an estimated accuracy of +/- 6 seconds.
 BW0025
 BW0025.The orthometric height was determined by differential leveling
 BW0025.and adjusted by the National Geodetic Survey in February 1994..
 BW0025
 BW0025.The geoid height was determined by GEOID03.
 BW0025
 BW0025.The dynamic height is computed by dividing the NAVD 88
 BW0025.geopotential number by the normal gravity value computed on the
 BW0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0025.degrees latitude (g = 980.6199 gals.).
 BW0025
 BW0025.The modeled gravity was interpolated from observed gravity values.
 BW0025
 BW0025;                    North         East    Units  Estimated Accuracy
 BW0025;SPC LA N     -    57,570.    1,083,930.      MT  (+/- 180 meters Scaled)
 BW0025
 BW0025                          SUPERSEDED SURVEY CONTROL
 BW0025
 BW0025  NAVD 88 (06/15/91)   17.415  (m)           57.14   (f) UNKNOWN     1 1
 BW0025  NGVD 29 (??/??/??)   17.369  (m)           56.98   (f) ADJUSTED    1 1
 BW0025
 BW0025.Superseded values are not recommended for survey control.
 BW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0025.See file dsdata.txt to determine how the superseded data were derived.
 BW0025
 BW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ316322(NAD 83)
 BW0025_MARKER: DB = BENCH MARK DISK
 BW0025_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW0025+WITH SETTING: INTO GROUND
 BW0025_SP_SET: METAL ROD WITH BASE PLATE
 BW0025_STAMPING: A 283 1976
 BW0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0025+STABILITY: SURFACE MOTION
 BW0025
 BW0025  HISTORY     - Date     Condition        Report By
 BW0025  HISTORY     - 1976     MONUMENTED       NGS
 BW0025  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BW0025
 BW0025                          STATION DESCRIPTION
 BW0025
 BW0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0025'4.5 MI NE FROM TORRAS.
 BW0025'4.5 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0025'HIGHWAY 418 AT TORRAS, AT THE SOUTHWEST END OF A CURVE, 76 FT.
 BW0025'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 BW0025
 BW0025                          STATION RECOVERY (2005)
 BW0025
 BW0025'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0450 ***********************************************************************
 BJ0450  DESIGNATION -  A 284
 BJ0450  PID         -  BJ0450
 BJ0450  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0450  USGS QUAD   -  ELM PARK (1994)
 BJ0450
 BJ0450                         *CURRENT SURVEY CONTROL
 BJ0450  ___________________________________________________________________
 BJ0450* NAD 83(1986)-  30 45 48.     (N)    091 18 43.     (W)     SCALED    
 BJ0450* NAVD 88     -        32.146  (meters)     105.47   (feet)  ADJUSTED  
 BJ0450  ___________________________________________________________________
 BJ0450  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0450  DYNAMIC HT  -          32.104 (meters)     105.33  (feet)  COMP
 BJ0450  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ0450
 BJ0450  VERT ORDER  -  FIRST     CLASS I
 BJ0450
 BJ0450.The horizontal coordinates were scaled from a topographic map and have
 BJ0450.an estimated accuracy of +/- 6 seconds.
 BJ0450
 BJ0450.The orthometric height was determined by differential leveling
 BJ0450.and adjusted by the National Geodetic Survey in February 1994..
 BJ0450
 BJ0450.The geoid height was determined by GEOID03.
 BJ0450
 BJ0450.The dynamic height is computed by dividing the NAVD 88
 BJ0450.geopotential number by the normal gravity value computed on the
 BJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0450.degrees latitude (g = 980.6199 gals.).
 BJ0450
 BJ0450.The modeled gravity was interpolated from observed gravity values.
 BJ0450
 BJ0450;                    North         East    Units  Estimated Accuracy
 BJ0450;SPC LA S     -   250,890.    1,002,050.      MT  (+/- 180 meters Scaled)
 BJ0450
 BJ0450                          SUPERSEDED SURVEY CONTROL
 BJ0450
 BJ0450  NGVD 29 (??/??/??)   32.131  (m)          105.42   (f) ADJUSTED    1 1
 BJ0450
 BJ0450.Superseded values are not recommended for survey control.
 BJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0450.See file dsdata.txt to determine how the superseded data were derived.
 BJ0450
 BJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ615045(NAD 83)
 BJ0450_MARKER: DB = BENCH MARK DISK
 BJ0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0450_SP_SET: BRIDGE
 BJ0450_STAMPING: A 284 1976
 BJ0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0450
 BJ0450  HISTORY     - Date     Condition        Report By
 BJ0450  HISTORY     - 1976     MONUMENTED       NGS
 BJ0450
 BJ0450                          STATION DESCRIPTION
 BJ0450
 BJ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0450'4.35 MI EAST FROM ST FRANCISVILLE.
 BJ0450'4.35 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0450'HIGHWAY 10 AT ST. FRANCISVILLE, 19 FT NORTH OF THE CENTER LINE OF
 BJ0450'THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 BJ0450'ABUTMENT OF THE CONCRETE BRIDGE OVER GRANTS BAYOU EAST FORK, 2.0 FT
 BJ0450'NORTH OF THE SOUTH END OF THE ABUTMENT, 0.35 MILE SOUTHEAST OF THE
 BJ0450'JUNCTION OF STATE HIGHWAY 966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0203 ***********************************************************************
 BJ0203  DESIGNATION -  A 284 X
 BJ0203  PID         -  BJ0203
 BJ0203  STATE/COUNTY-  LA/ST LANDRY
 BJ0203  USGS QUAD   -  MELVILLE (1994)
 BJ0203
 BJ0203                         *CURRENT SURVEY CONTROL
 BJ0203  ___________________________________________________________________
 BJ0203* NAD 83(1986)-  30 43 03.     (N)    091 44 52.     (W)     SCALED    
 BJ0203* NAVD 88     -         9.267  (meters)      30.40   (feet)  ADJUSTED  
 BJ0203  ___________________________________________________________________
 BJ0203  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0203  DYNAMIC HT  -           9.255 (meters)      30.36  (feet)  COMP
 BJ0203  MODELED GRAV-     979,361.5   (mgal)                       NAVD 88
 BJ0203
 BJ0203  VERT ORDER  -  FIRST     CLASS I
 BJ0203
 BJ0203.The horizontal coordinates were scaled from a topographic map and have
 BJ0203.an estimated accuracy of +/- 6 seconds.
 BJ0203
 BJ0203.The orthometric height was determined by differential leveling
 BJ0203.and adjusted by the National Geodetic Survey in February 1994..
 BJ0203
 BJ0203.The geoid height was determined by GEOID03.
 BJ0203
 BJ0203.The dynamic height is computed by dividing the NAVD 88
 BJ0203.geopotential number by the normal gravity value computed on the
 BJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0203.degrees latitude (g = 980.6199 gals.).
 BJ0203
 BJ0203.The modeled gravity was interpolated from observed gravity values.
 BJ0203
 BJ0203;                    North         East    Units  Estimated Accuracy
 BJ0203;SPC LA S     -   245,880.      960,300.      MT  (+/- 180 meters Scaled)
 BJ0203
 BJ0203                          SUPERSEDED SURVEY CONTROL
 BJ0203
 BJ0203  NAVD 88 (06/15/91)    9.306  (m)           30.53   (f) UNKNOWN     1 1
 BJ0203  NGVD 29 (??/??/??)    9.269  (m)           30.41   (f) ADJUSTED    1 1
 BJ0203
 BJ0203.Superseded values are not recommended for survey control.
 BJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0203.See file dsdata.txt to determine how the superseded data were derived.
 BJ0203
 BJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP199989(NAD 83)
 BJ0203_MARKER: DB = BENCH MARK DISK
 BJ0203_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0203+WITH SETTING: INTO GROUND
 BJ0203_SP_SET: METAL ROD WITH BASE PLATE
 BJ0203_STAMPING: A 284 X 1976
 BJ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0203+STABILITY: SURFACE MOTION
 BJ0203
 BJ0203  HISTORY     - Date     Condition        Report By
 BJ0203  HISTORY     - 1976     MONUMENTED       NGS
 BJ0203  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 BJ0203
 BJ0203                          STATION DESCRIPTION
 BJ0203
 BJ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0203'2.0 MI NORTH FROM MELVILLE.
 BJ0203'2.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0203'RAILROAD OVERPASS AT MELVILLE, 182.5 FT SOUTHEAST OF THE CENTER LINE
 BJ0203'OF A PRIVATE DRIVEWAY, 82.5 FT SOUTHWEST OF THE CENTER LINE OF STATE
 BJ0203'HIGHWAY 105, 71.2 FT NORTHWEST OF A FENCE LINE, 2.2 FT SOUTHEAST OF A
 BJ0203'POWER POLE NUMBER 112691 WITH TRANSFORMER AND GUY WIRE
 BJ0203
 BJ0203                          STATION RECOVERY (2005)
 BJ0203
 BJ0203'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0588 ***********************************************************************
 BJ0588  DESIGNATION -  A 285
 BJ0588  PID         -  BJ0588
 BJ0588  STATE/COUNTY-  LA/IBERVILLE
 BJ0588  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0588
 BJ0588                         *CURRENT SURVEY CONTROL
 BJ0588  ___________________________________________________________________
 BJ0588* NAD 83(1986)-  30 16 25.     (N)    091 09 39.     (W)     SCALED    
 BJ0588* NAVD 88     -         9.064  (meters)      29.74   (feet)  ADJUSTED  
 BJ0588  ___________________________________________________________________
 BJ0588  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ0588  DYNAMIC HT  -           9.052 (meters)      29.70  (feet)  COMP
 BJ0588  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 BJ0588
 BJ0588  VERT ORDER  -  FIRST     CLASS I
 BJ0588
 BJ0588.The horizontal coordinates were scaled from a topographic map and have
 BJ0588.an estimated accuracy of +/- 6 seconds.
 BJ0588
 BJ0588.The orthometric height was determined by differential leveling
 BJ0588.and adjusted by the National Geodetic Survey in February 1994..
 BJ0588
 BJ0588.The geoid height was determined by GEOID03.
 BJ0588
 BJ0588.The dynamic height is computed by dividing the NAVD 88
 BJ0588.geopotential number by the normal gravity value computed on the
 BJ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0588.degrees latitude (g = 980.6199 gals.).
 BJ0588
 BJ0588.The modeled gravity was interpolated from observed gravity values.
 BJ0588
 BJ0588;                    North         East    Units  Estimated Accuracy
 BJ0588;SPC LA S     -   196,610.    1,016,600.      MT  (+/- 180 meters Scaled)
 BJ0588
 BJ0588                          SUPERSEDED SURVEY CONTROL
 BJ0588
 BJ0588  NGVD 29 (??/??/??)    9.076  (m)           29.78   (f) ADJUSTED    1 1
 BJ0588
 BJ0588.Superseded values are not recommended for survey control.
 BJ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0588.See file dsdata.txt to determine how the superseded data were derived.
 BJ0588
 BJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP769505(NAD 83)
 BJ0588_MARKER: DB = BENCH MARK DISK
 BJ0588_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0588+WITH SETTING: INTO GROUND
 BJ0588_SP_SET: METAL ROD WITH BASE PLATE
 BJ0588_STAMPING: A 285 1976
 BJ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0588+STABILITY: SURFACE MOTION
 BJ0588
 BJ0588  HISTORY     - Date     Condition        Report By
 BJ0588  HISTORY     - 1976     MONUMENTED       NGS
 BJ0588
 BJ0588                          STATION DESCRIPTION
 BJ0588
 BJ0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0588'4.0 MI EAST FROM PLAQUEMINE.
 BJ0588'4.0 MILES EAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0588'HIGHWAY 75, AT THE JUNCTION OF A DRIVEWAY LEADING SOUTH, 45 FT SOUTH
 BJ0588'OF THE CENTER LINE OF THE HIGHWAY, 18 FT WEST OF THE CENTER LINE OF
 BJ0588'THE DRIVEWAY, 3 FT SOUTHWEST OF A T JUNCTION POWER LINE POLE, THE
 BJ0588'DISK IS 0.3 FT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0509 ***********************************************************************
 BJ0509  DESIGNATION -  A 287
 BJ0509  PID         -  BJ0509
 BJ0509  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0509  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0509
 BJ0509                         *CURRENT SURVEY CONTROL
 BJ0509  ___________________________________________________________________
 BJ0509* NAD 83(1986)-  30 31 27.     (N)    091 09 39.     (W)     SCALED    
 BJ0509* NAVD 88     -        18.702  (meters)      61.36   (feet)  ADJUSTED  
 BJ0509  ___________________________________________________________________
 BJ0509  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0509  DYNAMIC HT  -          18.678 (meters)      61.28  (feet)  COMP
 BJ0509  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ0509
 BJ0509  VERT ORDER  -  FIRST     CLASS I
 BJ0509
 BJ0509.The horizontal coordinates were scaled from a topographic map and have
 BJ0509.an estimated accuracy of +/- 6 seconds.
 BJ0509
 BJ0509.The orthometric height was determined by differential leveling
 BJ0509.and adjusted by the National Geodetic Survey in February 1994..
 BJ0509
 BJ0509.The geoid height was determined by GEOID03.
 BJ0509
 BJ0509.The dynamic height is computed by dividing the NAVD 88
 BJ0509.geopotential number by the normal gravity value computed on the
 BJ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0509.degrees latitude (g = 980.6199 gals.).
 BJ0509
 BJ0509.The modeled gravity was interpolated from observed gravity values.
 BJ0509
 BJ0509;                    North         East    Units  Estimated Accuracy
 BJ0509;SPC LA S     -   224,380.    1,016,560.      MT  (+/- 180 meters Scaled)
 BJ0509
 BJ0509                          SUPERSEDED SURVEY CONTROL
 BJ0509
 BJ0509  NGVD 29 (??/??/??)   18.690  (m)           61.32   (f) ADJUSTED    1 1
 BJ0509
 BJ0509.Superseded values are not recommended for survey control.
 BJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0509.See file dsdata.txt to determine how the superseded data were derived.
 BJ0509
 BJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP764783(NAD 83)
 BJ0509_MARKER: DB = BENCH MARK DISK
 BJ0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0509_SP_SET: CULVERT
 BJ0509_STAMPING: A 287 1976
 BJ0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0509
 BJ0509  HISTORY     - Date     Condition        Report By
 BJ0509  HISTORY     - 1976     MONUMENTED       NGS
 BJ0509
 BJ0509                          STATION DESCRIPTION
 BJ0509
 BJ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0509'IN SCOTLANDVILLE.
 BJ0509'0.2 MILE NORTH ALONG AIRBASE AVENUE FROM THE JUNCTION OF STATE
 BJ0509'HIGHWAY 408 (HARDING BOULEVARD) AT THE ENTRANCE TO RYAN AIRPORT,
 BJ0509'41 FT NORTH OF THE EXTENDED CENTER LINE OF BADLEY ROAD, 25 FT EAST
 BJ0509'OF THE CENTER LINE OF AIRBASE AVENUE, IN THE TOP NORTH END OF EAST
 BJ0509'CONCRETE HEADWALL OF A CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0531 ***********************************************************************
 BJ0531  DESIGNATION -  A 287 RESET 1978
 BJ0531  PID         -  BJ0531
 BJ0531  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0531  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0531
 BJ0531                         *CURRENT SURVEY CONTROL
 BJ0531  ___________________________________________________________________
 BJ0531* NAD 83(1986)-  30 31 27.     (N)    091 09 39.     (W)     SCALED    
 BJ0531* NAVD 88     -        19.088  (meters)      62.62   (feet)  ADJUSTED  
 BJ0531  ___________________________________________________________________
 BJ0531  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0531  DYNAMIC HT  -          19.063 (meters)      62.54  (feet)  COMP
 BJ0531  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ0531
 BJ0531  VERT ORDER  -  SECOND    CLASS I
 BJ0531
 BJ0531.The horizontal coordinates were scaled from a topographic map and have
 BJ0531.an estimated accuracy of +/- 6 seconds.
 BJ0531
 BJ0531.The orthometric height was determined by differential leveling
 BJ0531.and adjusted by the National Geodetic Survey in February 1994..
 BJ0531
 BJ0531.The geoid height was determined by GEOID03.
 BJ0531
 BJ0531.The dynamic height is computed by dividing the NAVD 88
 BJ0531.geopotential number by the normal gravity value computed on the
 BJ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0531.degrees latitude (g = 980.6199 gals.).
 BJ0531
 BJ0531.The modeled gravity was interpolated from observed gravity values.
 BJ0531
 BJ0531;                    North         East    Units  Estimated Accuracy
 BJ0531;SPC LA S     -   224,380.    1,016,560.      MT  (+/- 180 meters Scaled)
 BJ0531
 BJ0531                          SUPERSEDED SURVEY CONTROL
 BJ0531
 BJ0531  NGVD 29 (??/??/??)   19.08   (m)           62.6    (f) RESET       3  
 BJ0531
 BJ0531.Superseded values are not recommended for survey control.
 BJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0531.See file dsdata.txt to determine how the superseded data were derived.
 BJ0531
 BJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP764783(NAD 83)
 BJ0531_MARKER: DB = BENCH MARK DISK
 BJ0531_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0531+WITH SETTING: INTO GROUND
 BJ0531_STAMPING: A 287 RESET 1978
 BJ0531_MARK LOGO: NGS   
 BJ0531_PROJECTION: FLUSH
 BJ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0531+STABILITY: SURFACE MOTION
 BJ0531_ROD/PIPE-DEPTH: 1.22 meters
 BJ0531
 BJ0531  HISTORY     - Date     Condition        Report By
 BJ0531  HISTORY     - 1978     MONUMENTED       NGS
 BJ0531  HISTORY     - 1983     GOOD             USGS
 BJ0531  HISTORY     - 1983     GOOD             LADTD
 BJ0531
 BJ0531                          STATION DESCRIPTION
 BJ0531
 BJ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BJ0531'0.2 MI NORTH FROM SCOTLANDVILLE.
 BJ0531'0.2 MILE NORTH ALONG AIRBASE AVENUE FROM THE JUNCTION OF STATE
 BJ0531'HIGHWAY 408 (HARDING BOULEVARD) AT THE ENTRANCE TO RYAN AIRPORT,
 BJ0531'89.0 FEET NORTH-NORTHWEST OF A WATER HYDRANT, 48.0 FEET WEST
 BJ0531'OF THE CENTER OF AIRBASE AVENUE, 37.0 FEET NORTH-NORTHWEST OF
 BJ0531'A TELEPHONE JUNCTION BOX THAT PROJECTS 3 FEET, AND 22.5 FEET
 BJ0531'NORTHWEST OF A POWER POLE.
 BJ0531
 BJ0531                          STATION RECOVERY (1983)
 BJ0531
 BJ0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BJ0531'RECOVERED IN GOOD CONDITION.
 BJ0531
 BJ0531                          STATION RECOVERY (1983)
 BJ0531
 BJ0531'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0156 ***********************************************************************
 BJ0156  DESIGNATION -  A 288
 BJ0156  PID         -  BJ0156
 BJ0156  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0156  USGS QUAD   -  SIMMESPORT (1969)
 BJ0156
 BJ0156                         *CURRENT SURVEY CONTROL
 BJ0156  ___________________________________________________________________
 BJ0156* NAD 83(1986)-  30 58 31.     (N)    091 47 54.     (W)     SCALED    
 BJ0156* NAVD 88     -        14.705  (meters)      48.24   (feet)  ADJUSTED  
 BJ0156  ___________________________________________________________________
 BJ0156  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0156  DYNAMIC HT  -          14.687 (meters)      48.19  (feet)  COMP
 BJ0156  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 BJ0156
 BJ0156  VERT ORDER  -  FIRST     CLASS I
 BJ0156
 BJ0156.The horizontal coordinates were scaled from a topographic map and have
 BJ0156.an estimated accuracy of +/- 6 seconds.
 BJ0156
 BJ0156.The orthometric height was determined by differential leveling
 BJ0156.and adjusted by the National Geodetic Survey in February 1994..
 BJ0156
 BJ0156.The geoid height was determined by GEOID03.
 BJ0156
 BJ0156.The dynamic height is computed by dividing the NAVD 88
 BJ0156.geopotential number by the normal gravity value computed on the
 BJ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0156.degrees latitude (g = 980.6199 gals.).
 BJ0156
 BJ0156.The modeled gravity was interpolated from observed gravity values.
 BJ0156
 BJ0156;                    North         East    Units  Estimated Accuracy
 BJ0156;SPC LA S     -   274,470.      955,580.      MT  (+/- 180 meters Scaled)
 BJ0156
 BJ0156                          SUPERSEDED SURVEY CONTROL
 BJ0156
 BJ0156  NAVD 88 (06/15/91)   14.731  (m)           48.33   (f) UNKNOWN     1 1
 BJ0156  NGVD 29 (??/??/??)   14.684  (m)           48.18   (f) ADJUSTED    1 1
 BJ0156
 BJ0156.Superseded values are not recommended for survey control.
 BJ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0156.See file dsdata.txt to determine how the superseded data were derived.
 BJ0156
 BJ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ147274(NAD 83)
 BJ0156_MARKER: DB = BENCH MARK DISK
 BJ0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0156_SP_SET: BRIDGE
 BJ0156_STAMPING: A 288 1976
 BJ0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0156+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BJ0156
 BJ0156  HISTORY     - Date     Condition        Report By
 BJ0156  HISTORY     - 1976     MONUMENTED       NGS
 BJ0156  HISTORY     - 20040515 GOOD             USPSQD
 BJ0156  HISTORY     - 20050629 GOOD             USPSQD
 BJ0156
 BJ0156                          STATION DESCRIPTION
 BJ0156
 BJ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0156'0.3 MI SW FROM SIMMESPORT.
 BJ0156'0.3 MILES SOUTHWEST ALONG STATE HIGHWAY 417 FROM ITS JUNCTION WITH
 BJ0156'STATE HIGHWAY 418 AT SIMMESPORT, AT THE SOUTHEAST END OF THE STATE
 BJ0156'HIGHWAY 1 BRIDGE OVER THE ATCHAFALAYA RIVER, SET VERTICALLY IN THE
 BJ0156'NORTHWEST FACE OF THE FIRST PILLAR IN THE SOUTHWEST ROW OF PILLARS
 BJ0156'FROM THE SOUTHEAST END OF THE BRIDGE, 41 FT SOUTHEAST OF THE CENTER
 BJ0156'LINE OF HIGHWAY 417, 4 FT ABOVE THE GROUND
 BJ0156
 BJ0156                          STATION RECOVERY (2004)
 BJ0156
 BJ0156'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0156'RECOVERED AS DESCRIBED.
 BJ0156
 BJ0156                          STATION RECOVERY (2005)
 BJ0156
 BJ0156'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2005 ***********************************************************************
 BX2005  DESIGNATION -  A 29
 BX2005  PID         -  BX2005
 BX2005  STATE/COUNTY-  LA/VERNON
 BX2005  USGS QUAD   -  NEW LLANO (1994)
 BX2005
 BX2005                         *CURRENT SURVEY CONTROL
 BX2005  ___________________________________________________________________
 BX2005* NAD 83(1986)-  31 03 17.     (N)    093 16 25.     (W)     SCALED    
 BX2005* NAVD 88     -        71.74   (+/-2cm)     235.4    (feet)  VERTCON   
 BX2005  ___________________________________________________________________
 BX2005  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BX2005
 BX2005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2005
 BX2005.The horizontal coordinates were scaled from a topographic map and have
 BX2005.an estimated accuracy of +/- 6 seconds.
 BX2005
 BX2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2005.The vertical order pertains to the NGVD 29 superseded value.
 BX2005
 BX2005.The geoid height was determined by GEOID03.
 BX2005
 BX2005;                    North         East    Units  Estimated Accuracy
 BX2005;SPC LA N     -    61,770.      926,160.      MT  (+/- 180 meters Scaled)
 BX2005
 BX2005                          SUPERSEDED SURVEY CONTROL
 BX2005
 BX2005  NGVD 29 (??/??/??)   71.861  (m)          235.76   (f) ADJUSTED    2 0
 BX2005
 BX2005.Superseded values are not recommended for survey control.
 BX2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2005.See file dsdata.txt to determine how the superseded data were derived.
 BX2005
 BX2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ738356(NAD 83)
 BX2005_MARKER: DB = BENCH MARK DISK
 BX2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2005_STAMPING: A 29 1935
 BX2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2005+STABILITY: SURFACE MOTION
 BX2005
 BX2005  HISTORY     - Date     Condition        Report By
 BX2005  HISTORY     - 1935     MONUMENTED       CGS
 BX2005  HISTORY     - 1954     GOOD             CGS
 BX2005  HISTORY     - 20010331 GOOD             NGS
 BX2005
 BX2005                          STATION DESCRIPTION
 BX2005
 BX2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BX2005'5.8 MI S FROM LEESVILLE.
 BX2005'5.8 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2005'STATION AT LEESVILLE, VERNON PARISH, 0.3 MILE NORTH OF THE STATION AT
 BX2005'COOPER, 33 FEET SOUTH OF THE FOURTH POLE SOUTH OF MILEPOST 674, 41
 BX2005'FEET WEST OF THE CENTERLINE OF THE TRACK, IN LINE WITH A ROW OF POLES,
 BX2005'AND 5 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED A 29 1935 AND
 BX2005'SET IN THE TOP OF A CONCRETE POST.
 BX2005
 BX2005                          STATION RECOVERY (2001)
 BX2005
 BX2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2005'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0896 ***********************************************************************
 BJ0896  DESIGNATION -  A 290
 BJ0896  PID         -  BJ0896
 BJ0896  STATE/COUNTY-  LA/LIVINGSTON
 BJ0896  USGS QUAD   -  SATSUMA (1980)
 BJ0896
 BJ0896                         *CURRENT SURVEY CONTROL
 BJ0896  ___________________________________________________________________
 BJ0896* NAD 83(1986)-  30 30 10.     (N)    090 46 59.     (W)     SCALED    
 BJ0896* NAVD 88     -        12.838  (meters)      42.12   (feet)  ADJUSTED  
 BJ0896  ___________________________________________________________________
 BJ0896  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ0896  DYNAMIC HT  -          12.822 (meters)      42.07  (feet)  COMP
 BJ0896  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ0896
 BJ0896  VERT ORDER  -  FIRST     CLASS I
 BJ0896
 BJ0896.The horizontal coordinates were scaled from a topographic map and have
 BJ0896.an estimated accuracy of +/- 6 seconds.
 BJ0896
 BJ0896.The orthometric height was determined by differential leveling
 BJ0896.and adjusted by the National Geodetic Survey in February 1994..
 BJ0896
 BJ0896.The geoid height was determined by GEOID03.
 BJ0896
 BJ0896.The dynamic height is computed by dividing the NAVD 88
 BJ0896.geopotential number by the normal gravity value computed on the
 BJ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0896.degrees latitude (g = 980.6199 gals.).
 BJ0896
 BJ0896.The modeled gravity was interpolated from observed gravity values.
 BJ0896
 BJ0896;                    North         East    Units  Estimated Accuracy
 BJ0896;SPC LA S     -   222,130.    1,052,820.      MT  (+/- 180 meters Scaled)
 BJ0896
 BJ0896                          SUPERSEDED SURVEY CONTROL
 BJ0896
 BJ0896  NAVD 88 (06/15/91)   12.885  (m)           42.27   (f) UNKNOWN     1 1
 BJ0896  NGVD 29 (??/??/??)   12.858  (m)           42.19   (f) ADJUSTED    1 1
 BJ0896
 BJ0896.Superseded values are not recommended for survey control.
 BJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0896.See file dsdata.txt to determine how the superseded data were derived.
 BJ0896
 BJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP127765(NAD 83)
 BJ0896_MARKER: DB = BENCH MARK DISK
 BJ0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0896_SP_SET: CULVERT
 BJ0896_STAMPING: A 290 1976
 BJ0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0896
 BJ0896  HISTORY     - Date     Condition        Report By
 BJ0896  HISTORY     - 1976     MONUMENTED       NGS
 BJ0896
 BJ0896                          STATION DESCRIPTION
 BJ0896
 BJ0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0896'2.1 MI WEST FROM LIVINGSTON.
 BJ0896'2.1 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0896'HIGHWAY 63 (FROST ROAD,) 0.05 MILE WEST OF THE JUNCTION OF A DRIVE
 BJ0896'LEADING SOUTH TO A BRICK HOUSE, 22.5 FT SOUTH OF THE CENTER LINE
 BJ0896'OF THE HIGHWAY, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 BJ0896'HEAD WALL OF A CONCRETE BOX CULVERT, 0.6 FT EAST OF THE WEST END OF
 BJ0896'THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0241 ***********************************************************************
 BJ0241  DESIGNATION -  A 291
 BJ0241  PID         -  BJ0241
 BJ0241  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0241  USGS QUAD   -  MELVILLE (1994)
 BJ0241
 BJ0241                         *CURRENT SURVEY CONTROL
 BJ0241  ___________________________________________________________________
 BJ0241* NAD 83(1986)-  30 44 16.     (N)    091 38 50.     (W)     SCALED    
 BJ0241* NAVD 88     -         9.078  (meters)      29.78   (feet)  ADJUSTED  
 BJ0241  ___________________________________________________________________
 BJ0241  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0241  DYNAMIC HT  -           9.066 (meters)      29.74  (feet)  COMP
 BJ0241  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 BJ0241
 BJ0241  VERT ORDER  -  FIRST     CLASS I
 BJ0241
 BJ0241.The horizontal coordinates were scaled from a topographic map and have
 BJ0241.an estimated accuracy of +/- 6 seconds.
 BJ0241
 BJ0241.The orthometric height was determined by differential leveling
 BJ0241.and adjusted by the National Geodetic Survey in February 1994..
 BJ0241
 BJ0241.The geoid height was determined by GEOID03.
 BJ0241
 BJ0241.The dynamic height is computed by dividing the NAVD 88
 BJ0241.geopotential number by the normal gravity value computed on the
 BJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0241.degrees latitude (g = 980.6199 gals.).
 BJ0241
 BJ0241.The modeled gravity was interpolated from observed gravity values.
 BJ0241
 BJ0241;                    North         East    Units  Estimated Accuracy
 BJ0241;SPC LA S     -   248,090.      969,940.      MT  (+/- 180 meters Scaled)
 BJ0241
 BJ0241                          SUPERSEDED SURVEY CONTROL
 BJ0241
 BJ0241  NGVD 29 (??/??/??)    9.073  (m)           29.77   (f) ADJUSTED    1 1
 BJ0241
 BJ0241.Superseded values are not recommended for survey control.
 BJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0241.See file dsdata.txt to determine how the superseded data were derived.
 BJ0241
 BJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ295013(NAD 83)
 BJ0241_MARKER: DB = BENCH MARK DISK
 BJ0241_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0241+WITH SETTING: INTO GROUND
 BJ0241_SP_SET: METAL ROD WITH BASE PLATE
 BJ0241_STAMPING: A 291 1976
 BJ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0241+STABILITY: SURFACE MOTION
 BJ0241
 BJ0241  HISTORY     - Date     Condition        Report By
 BJ0241  HISTORY     - 1976     MONUMENTED       NGS
 BJ0241
 BJ0241                          STATION DESCRIPTION
 BJ0241
 BJ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0241'3.8 MI WEST FROM MORGANZA.
 BJ0241'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0241'HIGHWAY 10, THENCE 3.0 MILES WEST ALONG A LEVEE ROAD, AT THE JUNCTION
 BJ0241'OF A GRAVELED ROAD LEADING SOUTHEAST, 186 FT SOUTHEAST OF THE CENTER
 BJ0241'LINE OF THE LEVEE ROAD, 181.3 FT SOUTHEAST OF THE EAST CORNER OF A
 BJ0241'STEEL CATTLEGUARD, 98 FT SOUTHWEST OF THE CENTER LINE OF THE GRAVELED
 BJ0241'ROAD, 15 FT SOUTHEAST OF THE SOUTHEAST END OF A GATE, 2 FT SOUTHEAST
 BJ0241'OF POWER LINE POLE NUMBER 33 R6, THE DISK IS 0.6 FT BELOW THE LEVEL
 BJ0241'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BJ0241'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0269 ***********************************************************************
 BJ0269  DESIGNATION -  A 292
 BJ0269  PID         -  BJ0269
 BJ0269  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0269  USGS QUAD   -  MARINGOUIN (1992)
 BJ0269
 BJ0269                         *CURRENT SURVEY CONTROL
 BJ0269  ___________________________________________________________________
 BJ0269* NAD 83(1986)-  30 29 51.     (N)    091 34 02.     (W)     SCALED    
 BJ0269* NAVD 88     -         5.750  (meters)      18.86   (feet)  ADJUSTED  
 BJ0269  ___________________________________________________________________
 BJ0269  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0269  DYNAMIC HT  -           5.742 (meters)      18.84  (feet)  COMP
 BJ0269  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BJ0269
 BJ0269  VERT ORDER  -  FIRST     CLASS I
 BJ0269
 BJ0269.The horizontal coordinates were scaled from a topographic map and have
 BJ0269.an estimated accuracy of +/- 6 seconds.
 BJ0269
 BJ0269.The orthometric height was determined by differential leveling
 BJ0269.and adjusted by the National Geodetic Survey in February 1994..
 BJ0269
 BJ0269.The geoid height was determined by GEOID03.
 BJ0269
 BJ0269.The dynamic height is computed by dividing the NAVD 88
 BJ0269.geopotential number by the normal gravity value computed on the
 BJ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0269.degrees latitude (g = 980.6199 gals.).
 BJ0269
 BJ0269.The modeled gravity was interpolated from observed gravity values.
 BJ0269
 BJ0269;                    North         East    Units  Estimated Accuracy
 BJ0269;SPC LA S     -   221,440.      977,550.      MT  (+/- 180 meters Scaled)
 BJ0269
 BJ0269                          SUPERSEDED SURVEY CONTROL
 BJ0269
 BJ0269  NGVD 29 (??/??/??)    5.766  (m)           18.92   (f) ADJUSTED    1 1
 BJ0269
 BJ0269.Superseded values are not recommended for survey control.
 BJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0269.See file dsdata.txt to determine how the superseded data were derived.
 BJ0269
 BJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP375747(NAD 83)
 BJ0269_MARKER: DB = BENCH MARK DISK
 BJ0269_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0269+WITH SETTING: INTO GROUND
 BJ0269_SP_SET: METAL ROD WITH BASE PLATE
 BJ0269_STAMPING: A 292 1976
 BJ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0269+STABILITY: SURFACE MOTION
 BJ0269
 BJ0269  HISTORY     - Date     Condition        Report By
 BJ0269  HISTORY     - 1976     MONUMENTED       NGS
 BJ0269
 BJ0269                          STATION DESCRIPTION
 BJ0269
 BJ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0269'2.9 MI WEST FROM MARINGOUIN.
 BJ0269'2.0 MILES SOUTHWEST ALONG BELMONT LANE FROM THE JUNCTION OF STATE
 BJ0269'HIGHWAY 77, THENCE 0.9 MILES NORTHWEST ALONG A LEVEE ROAD, 0.15 MILE
 BJ0269'NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, 100 FT
 BJ0269'NORTHEAST OF THE CENTER LINE OF THE ROAD, 91.5 FT NORTHEAST OF
 BJ0269'THE SOUTH CORNER OF A CATTLEGUARD, 1.5 FT SOUTHEAST OF A FENCE.
 BJ0269'THE DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BJ0269'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0162 ***********************************************************************
 BJ0162  DESIGNATION -  A 293
 BJ0162  PID         -  BJ0162
 BJ0162  STATE/COUNTY-  LA/AVOYELLES
 BJ0162  USGS QUAD   -  SIMMESPORT (1969)
 BJ0162
 BJ0162                         *CURRENT SURVEY CONTROL
 BJ0162  ___________________________________________________________________
 BJ0162* NAD 83(1986)-  30 59 09.     (N)    091 48 19.     (W)     SCALED    
 BJ0162* NAVD 88     -        13.966  (meters)      45.82   (feet)  ADJUSTED  
 BJ0162  ___________________________________________________________________
 BJ0162  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0162  DYNAMIC HT  -          13.949 (meters)      45.76  (feet)  COMP
 BJ0162  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BJ0162
 BJ0162  VERT ORDER  -  FIRST     CLASS I
 BJ0162
 BJ0162.The horizontal coordinates were scaled from a topographic map and have
 BJ0162.an estimated accuracy of +/- 6 seconds.
 BJ0162
 BJ0162.The orthometric height was determined by differential leveling
 BJ0162.and adjusted by the National Geodetic Survey in February 1994..
 BJ0162.WARNING-Repeat measurements at this control monument indicate possible
 BJ0162.vertical movement.
 BJ0162
 BJ0162.The geoid height was determined by GEOID03.
 BJ0162
 BJ0162.The dynamic height is computed by dividing the NAVD 88
 BJ0162.geopotential number by the normal gravity value computed on the
 BJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0162.degrees latitude (g = 980.6199 gals.).
 BJ0162
 BJ0162.The modeled gravity was interpolated from observed gravity values.
 BJ0162
 BJ0162;                    North         East    Units  Estimated Accuracy
 BJ0162;SPC LA N     -    54,080.    1,066,360.      MT  (+/- 180 meters Scaled)
 BJ0162
 BJ0162                          SUPERSEDED SURVEY CONTROL
 BJ0162
 BJ0162  NAVD 88 (06/15/91)   13.992  (m)           45.91   (f) UNKNOWN     1 1
 BJ0162  NGVD 29 (??/??/??)   13.944  (m)           45.75   (f) ADJUSTED    1 1
 BJ0162
 BJ0162.Superseded values are not recommended for survey control.
 BJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0162.See file dsdata.txt to determine how the superseded data were derived.
 BJ0162
 BJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ140286(NAD 83)
 BJ0162_MARKER: DB = BENCH MARK DISK
 BJ0162_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0162_SP_SET: COPPER-CLAD STEEL ROD
 BJ0162_STAMPING: A 293 1976
 BJ0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0162
 BJ0162  HISTORY     - Date     Condition        Report By
 BJ0162  HISTORY     - 1976     MONUMENTED       NGS
 BJ0162  HISTORY     - 1977     GOOD             NGS
 BJ0162  HISTORY     - 20040212 MARK NOT FOUND   USPSQD
 BJ0162
 BJ0162                          STATION DESCRIPTION
 BJ0162
 BJ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0162'IN SIMMESPORT.
 BJ0162'AT SIMMESPORT, AT THE SIMMESPORT HIGH SCHOOL, 90 FT WEST OF THE
 BJ0162'CENTER LINE OF SOUTH MAIN STREET, 118.0 FT EAST OF THE NORTHEAST
 BJ0162'CORNER OF THE SOUTH ONE OF THREE SCHOOL BUILDING, 15.6 FT SOUTHWEST
 BJ0162'OF THE SOUTHEAST CORNER OF THE TENNIS COURT PAD, 3.5 FT EAST OF THE
 BJ0162'FLAGPOLE, 1.5 FT SOUTH OF A FENCE, THE DISK IS 10 INCHES BELOW THE
 BJ0162'SURFACE OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0162'SCREW PLUG.
 BJ0162
 BJ0162                          STATION RECOVERY (1977)
 BJ0162
 BJ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0162'RECOVERED IN GOOD CONDITION.
 BJ0162
 BJ0162                          STATION RECOVERY (2004)
 BJ0162
 BJ0162'RECOVERY NOTE BY US POWER SQUADRON 2004 (CL)
 BJ0162'IN THE EARLY 80'S, THE HIGH SCHOOL WAS CLOSED AND A NEW ELEMENTARY
 BJ0162'SCHOOL WAS BUILT ON THIS SITE.  THE LOCATION OF THIS MARKER IS UNDER
 BJ0162'THE ELEMENTARY SCHOOL AND COULD BE PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0754 ***********************************************************************
 BJ0754  DESIGNATION -  A 294
 BJ0754  PID         -  BJ0754
 BJ0754  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0754  USGS QUAD   -  FORDOCHE (1969)
 BJ0754
 BJ0754                         *CURRENT SURVEY CONTROL
 BJ0754  ___________________________________________________________________
 BJ0754* NAD 83(1986)-  30 33 21.     (N)    091 36 45.     (W)     SCALED    
 BJ0754* NAVD 88     -         7.838  (meters)      25.72   (feet)  ADJUSTED  
 BJ0754  ___________________________________________________________________
 BJ0754  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0754  DYNAMIC HT  -           7.828 (meters)      25.68  (feet)  COMP
 BJ0754  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ0754
 BJ0754  VERT ORDER  -  FIRST     CLASS I
 BJ0754
 BJ0754.The horizontal coordinates were scaled from a topographic map and have
 BJ0754.an estimated accuracy of +/- 6 seconds.
 BJ0754
 BJ0754.The orthometric height was determined by differential leveling
 BJ0754.and adjusted by the National Geodetic Survey in February 1994..
 BJ0754
 BJ0754.The geoid height was determined by GEOID03.
 BJ0754
 BJ0754.The dynamic height is computed by dividing the NAVD 88
 BJ0754.geopotential number by the normal gravity value computed on the
 BJ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0754.degrees latitude (g = 980.6199 gals.).
 BJ0754
 BJ0754.The modeled gravity was interpolated from observed gravity values.
 BJ0754
 BJ0754;                    North         East    Units  Estimated Accuracy
 BJ0754;SPC LA S     -   227,910.      973,220.      MT  (+/- 180 meters Scaled)
 BJ0754
 BJ0754                          SUPERSEDED SURVEY CONTROL
 BJ0754
 BJ0754  NAVD 88 (06/15/91)    7.889  (m)           25.88   (f) UNKNOWN     1 1
 BJ0754  NGVD 29 (??/??/??)    7.853  (m)           25.76   (f) ADJUSTED    1 1
 BJ0754
 BJ0754.Superseded values are not recommended for survey control.
 BJ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0754.See file dsdata.txt to determine how the superseded data were derived.
 BJ0754
 BJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP330811(NAD 83)
 BJ0754_MARKER: DB = BENCH MARK DISK
 BJ0754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0754_SP_SET: HEADWALL
 BJ0754_STAMPING: A 294 1976
 BJ0754_MARK LOGO: NGS   
 BJ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0754+STABILITY: SURFACE MOTION
 BJ0754
 BJ0754  HISTORY     - Date     Condition        Report By
 BJ0754  HISTORY     - 1976     MONUMENTED       NGS
 BJ0754  HISTORY     - 1986     GOOD             NGS
 BJ0754
 BJ0754                          STATION DESCRIPTION
 BJ0754
 BJ0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0754'1.8 MI EAST FROM LOTTIE.
 BJ0754'1.8 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0754'HIGHWAY 81, 0.2 MILE EAST OF A POWER LINE CROSSING, DIRECTLY
 BJ0754'OPPOSITE A RAILROAD TRESTLE, 26 FT. SOUTH OF THE CENTER LINE OF THE
 BJ0754'SOUTH HIGHWAY LANES, IN THE TOP OF THE WEST END OF THE SOUTH
 BJ0754'CONCRETE HEAD WALL OF A LARGE CULVERT. 0.6 FT. EAST OF THE WEST
 BJ0754'END OF THE HEAD WALL.
 BJ0754
 BJ0754                          STATION RECOVERY (1986)
 BJ0754
 BJ0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0940 ***********************************************************************
 BJ0940  DESIGNATION -  A 295
 BJ0940  PID         -  BJ0940
 BJ0940  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0940  USGS QUAD   -  HAMMOND (1994)
 BJ0940
 BJ0940                         *CURRENT SURVEY CONTROL
 BJ0940  ___________________________________________________________________
 BJ0940* NAD 83(1986)-  30 30 31.     (N)    090 27 28.     (W)     SCALED    
 BJ0940* NAVD 88     -        12.340  (meters)      40.49   (feet)  ADJUSTED  
 BJ0940  ___________________________________________________________________
 BJ0940  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0940  DYNAMIC HT  -          12.324 (meters)      40.43  (feet)  COMP
 BJ0940  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ0940
 BJ0940  VERT ORDER  -  FIRST     CLASS I
 BJ0940
 BJ0940.The horizontal coordinates were scaled from a topographic map and have
 BJ0940.an estimated accuracy of +/- 6 seconds.
 BJ0940
 BJ0940.The orthometric height was determined by differential leveling
 BJ0940.and adjusted by the National Geodetic Survey in February 1994..
 BJ0940
 BJ0940.The geoid height was determined by GEOID03.
 BJ0940
 BJ0940.The dynamic height is computed by dividing the NAVD 88
 BJ0940.geopotential number by the normal gravity value computed on the
 BJ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0940.degrees latitude (g = 980.6199 gals.).
 BJ0940
 BJ0940.The modeled gravity was interpolated from observed gravity values.
 BJ0940
 BJ0940;                    North         East    Units  Estimated Accuracy
 BJ0940;SPC LA S     -   222,970.    1,084,040.      MT  (+/- 180 meters Scaled)
 BJ0940
 BJ0940                          SUPERSEDED SURVEY CONTROL
 BJ0940
 BJ0940  NAVD 88 (06/15/91)   12.376  (m)           40.60   (f) UNKNOWN     1 1
 BJ0940  NGVD 29 (??/??/??)   12.355  (m)           40.53   (f) ADJUSTED    1 1
 BJ0940
 BJ0940.Superseded values are not recommended for survey control.
 BJ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0940.See file dsdata.txt to determine how the superseded data were derived.
 BJ0940
 BJ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP439778(NAD 83)
 BJ0940_MARKER: DB = BENCH MARK DISK
 BJ0940_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0940_SP_SET: COPPER-CLAD STEEL ROD
 BJ0940_STAMPING: A 295 1976
 BJ0940_MARK LOGO: NGS   
 BJ0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0940
 BJ0940  HISTORY     - Date     Condition        Report By
 BJ0940  HISTORY     - 1976     MONUMENTED       NGS
 BJ0940  HISTORY     - 1986     GOOD             NGS
 BJ0940  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ0940
 BJ0940                          STATION DESCRIPTION
 BJ0940
 BJ0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0940'IN HAMMOND.
 BJ0940'AT HAMMOND, 0.3 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD
 BJ0940'FROM THE RAILROAD STATION, AT THE JUNCTION OF NORTH HOLLY STREET
 BJ0940'AND EAST ROBINSON STREET, 23.5 FT EAST OF THE CENTER LINE OF NORTH
 BJ0940'HOLLY STREET, 32.6 FT SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 BJ0940'51 FT SOUTH OF THE CENTER LINE OF EAST ROBINSON STREET, 16 FT NORTH
 BJ0940'OF THE CENTER LINE OF AN ENTRANCE DRIVE TO A FEED MILL, 1 FT NORTH
 BJ0940'OF A POWER LINE POLE.  THE DISK IS 0.4 FT BELOW THE LEVEL OF THE
 BJ0940'GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0940
 BJ0940                          STATION RECOVERY (1986)
 BJ0940
 BJ0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0940'RECOVERED IN GOOD CONDITION.
 BJ0940
 BJ0940                          STATION RECOVERY (1992)
 BJ0940
 BJ0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ0940'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1596 ***********************************************************************
 BJ1596  DESIGNATION -  A 2977 LAGS
 BJ1596  PID         -  BJ1596
 BJ1596  STATE/COUNTY-  LA/ST TAMMANY
 BJ1596  USGS QUAD   -  MADISONVILLE (1979)
 BJ1596
 BJ1596                         *CURRENT SURVEY CONTROL
 BJ1596  ___________________________________________________________________
 BJ1596* NAD 83(1986)-  30 29 49.     (N)    090 12 58.     (W)     SCALED    
 BJ1596* NAVD 88     -        11.36   (+/-2cm)      37.3    (feet)  VERTCON   
 BJ1596  ___________________________________________________________________
 BJ1596  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1596
 BJ1596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1596
 BJ1596.The horizontal coordinates were scaled from a topographic map and have
 BJ1596.an estimated accuracy of +/- 6 seconds.
 BJ1596
 BJ1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1596.The vertical order pertains to the NGVD 29 superseded value.
 BJ1596
 BJ1596.The geoid height was determined by GEOID03.
 BJ1596
 BJ1596;                    North         East    Units  Estimated Accuracy
 BJ1596;SPC LA S     -   221,880.    1,107,250.      MT  (+/- 180 meters Scaled)
 BJ1596
 BJ1596                          SUPERSEDED SURVEY CONTROL
 BJ1596
 BJ1596  NGVD 29 (??/??/??)   11.384  (m)           37.35   (f) ADJUSTED    2 0
 BJ1596
 BJ1596.Superseded values are not recommended for survey control.
 BJ1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1596.See file dsdata.txt to determine how the superseded data were derived.
 BJ1596
 BJ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP672771(NAD 83)
 BJ1596_MARKER: DD = SURVEY DISK
 BJ1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1596_STAMPING: A 2977 37.753
 BJ1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1596+STABILITY: SURFACE MOTION
 BJ1596
 BJ1596  HISTORY     - Date     Condition        Report By
 BJ1596  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1596  HISTORY     - 1955     GOOD             CGS
 BJ1596
 BJ1596                          STATION DESCRIPTION
 BJ1596
 BJ1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1596'7.6 MI W FROM COVINGTON.
 BJ1596'LOCATED 6.7 MILES WEST ALONG THE GAYLORD CONTAINER CORP. RAILROAD FROM
 BJ1596'THE STATION IN COVINGTON, 7 POLES EAST OF MILEPOST C 7, 21.5 FEET
 BJ1596'SOUTH OF THE SOUTH RAIL AND 24 FEET NORTHWEST OF POLE NO. 1120. IT IS
 BJ1596'A STANDARD LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE
 BJ1596'POST PROJECTING 8 INCHES AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BJ1596'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1600 ***********************************************************************
 BJ1600  DESIGNATION -  A 2980 LAGS
 BJ1600  PID         -  BJ1600
 BJ1600  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1600  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ1600
 BJ1600                         *CURRENT SURVEY CONTROL
 BJ1600  ___________________________________________________________________
 BJ1600* NAD 83(1986)-  30 29 59.     (N)    090 15 27.     (W)     SCALED    
 BJ1600* NAVD 88     -        10.76   (+/-2cm)      35.3    (feet)  VERTCON   
 BJ1600  ___________________________________________________________________
 BJ1600  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ1600
 BJ1600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1600
 BJ1600.The horizontal coordinates were scaled from a topographic map and have
 BJ1600.an estimated accuracy of +/- 6 seconds.
 BJ1600
 BJ1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1600.The vertical order pertains to the NGVD 29 superseded value.
 BJ1600
 BJ1600.The geoid height was determined by GEOID03.
 BJ1600
 BJ1600;                    North         East    Units  Estimated Accuracy
 BJ1600;SPC LA S     -   222,150.    1,103,270.      MT  (+/- 180 meters Scaled)
 BJ1600
 BJ1600                          SUPERSEDED SURVEY CONTROL
 BJ1600
 BJ1600  NGVD 29 (??/??/??)   10.783  (m)           35.38   (f) ADJUSTED    2 0
 BJ1600
 BJ1600.Superseded values are not recommended for survey control.
 BJ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1600.See file dsdata.txt to determine how the superseded data were derived.
 BJ1600
 BJ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP632773(NAD 83)
 BJ1600_MARKER: DD = SURVEY DISK
 BJ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1600_STAMPING: A 2980 36
 BJ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1600+STABILITY: SURFACE MOTION
 BJ1600
 BJ1600  HISTORY     - Date     Condition        Report By
 BJ1600  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1600  HISTORY     - 1955     GOOD             CGS
 BJ1600
 BJ1600                          STATION DESCRIPTION
 BJ1600
 BJ1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1600'3.2 MI W FROM GOODBEE.
 BJ1600'LOCATED 3.2 MILES WEST ALONG THE GAYLORD CONTAINER CORP. RAILROAD FROM
 BJ1600'GOODBEE, 3 POLES WEST OF MILEPOST C 9 OR 9.1 MILES WEST OF COVINGTON,
 BJ1600'4.2 FEET NORTH OF THE NORTH RAIL OF THE TRACK AND 39 FEET NORTH OF
 BJ1600'POLE NO. 1171.  IT IS A STANDARD USC AND GS AND STATE SURVEY DISK, SET
 BJ1600'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1294 ***********************************************************************
 BJ1294  DESIGNATION -  A 2994 LAGS
 BJ1294  PID         -  BJ1294
 BJ1294  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1294  USGS QUAD   -  HAMMOND (1994)
 BJ1294
 BJ1294                         *CURRENT SURVEY CONTROL
 BJ1294  ___________________________________________________________________
 BJ1294* NAD 83(1986)-  30 30 44.     (N)    090 25 52.     (W)     SCALED    
 BJ1294* NAVD 88     -        12.31   (+/-2cm)      40.4    (feet)  VERTCON   
 BJ1294  ___________________________________________________________________
 BJ1294  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ1294
 BJ1294  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1294
 BJ1294.The horizontal coordinates were scaled from a topographic map and have
 BJ1294.an estimated accuracy of +/- 6 seconds.
 BJ1294
 BJ1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1294.The vertical order pertains to the NGVD 29 superseded value.
 BJ1294
 BJ1294.The geoid height was determined by GEOID03.
 BJ1294
 BJ1294;                    North         East    Units  Estimated Accuracy
 BJ1294;SPC LA S     -   223,390.    1,086,600.      MT  (+/- 180 meters Scaled)
 BJ1294
 BJ1294                          SUPERSEDED SURVEY CONTROL
 BJ1294
 BJ1294  NGVD 29 (??/??/??)   12.309  (m)           40.38   (f) ADJUSTED    2 0
 BJ1294
 BJ1294.Superseded values are not recommended for survey control.
 BJ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1294.See file dsdata.txt to determine how the superseded data were derived.
 BJ1294
 BJ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP465783(NAD 83)
 BJ1294_MARKER: Z = SEE DESCRIPTION
 BJ1294_SETTING: 0 = UNSPECIFIED SETTING
 BJ1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1294
 BJ1294  HISTORY     - Date     Condition        Report By
 BJ1294  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1294  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1294  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1294
 BJ1294                          STATION DESCRIPTION
 BJ1294
 BJ1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1294'2.2 MI E FROM HAMMOND.
 BJ1294'2.2 MILES EAST ALONG YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 BJ1294'HAMMOND, TANGIPAHOA PARISH.  NOTE-- NO FURTHER DESCRIPTION FOR THIS
 BJ1294'MARK IS AVAILABLE.
 BJ1294
 BJ1294                          STATION RECOVERY (1964)
 BJ1294
 BJ1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1295 ***********************************************************************
 BJ1295  DESIGNATION -  A 2995 LAGS
 BJ1295  PID         -  BJ1295
 BJ1295  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1295  USGS QUAD   -  HAMMOND (1994)
 BJ1295
 BJ1295                         *CURRENT SURVEY CONTROL
 BJ1295  ___________________________________________________________________
 BJ1295* NAD 83(1986)-  30 30 46.     (N)    090 26 28.     (W)     SCALED    
 BJ1295* NAVD 88     -        12.03   (+/-2cm)      39.5    (feet)  VERTCON   
 BJ1295  ___________________________________________________________________
 BJ1295  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1295
 BJ1295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1295
 BJ1295.The horizontal coordinates were scaled from a topographic map and have
 BJ1295.an estimated accuracy of +/- 6 seconds.
 BJ1295
 BJ1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1295.The vertical order pertains to the NGVD 29 superseded value.
 BJ1295
 BJ1295.The geoid height was determined by GEOID03.
 BJ1295
 BJ1295;                    North         East    Units  Estimated Accuracy
 BJ1295;SPC LA S     -   223,440.    1,085,640.      MT  (+/- 180 meters Scaled)
 BJ1295
 BJ1295                          SUPERSEDED SURVEY CONTROL
 BJ1295
 BJ1295  NGVD 29 (??/??/??)   12.029  (m)           39.47   (f) ADJUSTED    2 0
 BJ1295
 BJ1295.Superseded values are not recommended for survey control.
 BJ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1295.See file dsdata.txt to determine how the superseded data were derived.
 BJ1295
 BJ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP455783(NAD 83)
 BJ1295_MARKER: DD = SURVEY DISK
 BJ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1295_STAMPING: A 2995
 BJ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1295+STABILITY: SURFACE MOTION
 BJ1295
 BJ1295  HISTORY     - Date     Condition        Report By
 BJ1295  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1295  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ1295
 BJ1295                          STATION DESCRIPTION
 BJ1295
 BJ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1295'1.3 MI E FROM HAMMOND.
 BJ1295'1.3 MILES EAST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 BJ1295'THE STATION AT HAMMOND, TANGIPAHOA PARISH, 0.1 MILE EAST OF A
 BJ1295'GRAVEL-ROAD CROSSING LEADING TO THE Y INN NIGHT CLUB, 40 FEET NORTH OF
 BJ1295'THE NORTH RAIL, 6 FEET FROM A WIRE FENCE, AND ON THE OUTSIDE OF A
 BJ1295'CURVE.  A STATE SURVEY SANDARD DISK, STAMPED A 2995 AND SET IN THE TOP
 BJ1295'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2762 ***********************************************************************
 BJ2762  DESIGNATION -  A 30
 BJ2762  PID         -  BJ2762
 BJ2762  STATE/COUNTY-  LA/ST LANDRY
 BJ2762  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2762
 BJ2762                         *CURRENT SURVEY CONTROL
 BJ2762  ___________________________________________________________________
 BJ2762* NAD 83(1986)-  30 32 49.     (N)    091 52 29.     (W)     SCALED    
 BJ2762* NAVD 88     -         5.95   (+/-2cm)      19.5    (feet)  VERTCON   
 BJ2762  ___________________________________________________________________
 BJ2762  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ2762
 BJ2762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2762
 BJ2762.The horizontal coordinates were scaled from a topographic map and have
 BJ2762.an estimated accuracy of +/- 6 seconds.
 BJ2762
 BJ2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2762.The vertical order pertains to the NGVD 29 superseded value.
 BJ2762
 BJ2762.The geoid height was determined by GEOID03.
 BJ2762
 BJ2762;                    North         East    Units  Estimated Accuracy
 BJ2762;SPC LA S     -   227,020.      948,050.      MT  (+/- 180 meters Scaled)
 BJ2762
 BJ2762                          SUPERSEDED SURVEY CONTROL
 BJ2762
 BJ2762  NGVD 29 (??/??/??)    5.946  (m)           19.51   (f) ADJUSTED    2 0
 BJ2762
 BJ2762.Superseded values are not recommended for survey control.
 BJ2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2762.See file dsdata.txt to determine how the superseded data were derived.
 BJ2762
 BJ2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP079799(NAD 83)
 BJ2762_MARKER: DB = BENCH MARK DISK
 BJ2762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ2762_SP_SET: PIER
 BJ2762_STAMPING: A-30 1935
 BJ2762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2762
 BJ2762  HISTORY     - Date     Condition        Report By
 BJ2762  HISTORY     - 1935     MONUMENTED       CGS
 BJ2762  HISTORY     - 1936     GOOD             LAGS
 BJ2762  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2762
 BJ2762                          STATION DESCRIPTION
 BJ2762
 BJ2762'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1936
 BJ2762'4.6 MI ESE FROM PORT BARRE.
 BJ2762'MARK IS 4.6 MILES ESE OF PORT BARRE.  MARK IS STANDARD U.S.C. AND G.S.
 BJ2762'BRONZE TABLET, EMBEDDED FLUSH WITH TOP OF SECOND CONCRETE PIER FROM
 BJ2762'WEST END, OF THE MO. PAC. RR BRIDGE OVER BAYOU COURTABLEAU. MARK IS
 BJ2762'0.8 FEET SOUTH OF SW CORNER OF STEEL BRIDGE FOOTING AND 2.5 FT. NORTH
 BJ2762'OF SOUTH EDGE OF PIER.  TO REACH FROM INTERSECTION OF U.S. HWY.
 BJ2762'NO.190, (LA.HWY.NO.7) AND LA. HWY NO. 214, JUST SOUTH OF PORT BARRE,
 BJ2762'FOLLOW U.S. HWY NO. 190 (LA HWY. NO.7) EAST FOR 5.1 MI. TO WEST END OF
 BJ2762'BRIDGE.  CONTINUE EAST ON TRAIL TO NORTH OF BRIDGE FOR 0.1 MI. TO
 BJ2762'BAYOU, THENCE, SW FOR ABOUT 320 FT. TO MARK ON BRIDGE PIER.
 BJ2762
 BJ2762                          STATION RECOVERY (1964)
 BJ2762
 BJ2762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2228 ***********************************************************************
 BX2228  DESIGNATION -  A 301
 BX2228  PID         -  BX2228
 BX2228  STATE/COUNTY-  LA/AVOYELLES
 BX2228  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2228
 BX2228                         *CURRENT SURVEY CONTROL
 BX2228  ___________________________________________________________________
 BX2228* NAD 83(1986)-  31 09 24.     (N)    092 05 30.     (W)     SCALED    
 BX2228* NAVD 88     -        23.377  (meters)      76.70   (feet)  ADJUSTED  
 BX2228  ___________________________________________________________________
 BX2228  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX2228  DYNAMIC HT  -          23.348 (meters)      76.60  (feet)  COMP
 BX2228  MODELED GRAV-     979,397.0   (mgal)                       NAVD 88
 BX2228
 BX2228  VERT ORDER  -  FIRST     CLASS I
 BX2228
 BX2228.The horizontal coordinates were scaled from a topographic map and have
 BX2228.an estimated accuracy of +/- 6 seconds.
 BX2228
 BX2228.The orthometric height was determined by differential leveling
 BX2228.and adjusted by the National Geodetic Survey in February 1994..
 BX2228
 BX2228.The geoid height was determined by GEOID03.
 BX2228
 BX2228.The dynamic height is computed by dividing the NAVD 88
 BX2228.geopotential number by the normal gravity value computed on the
 BX2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2228.degrees latitude (g = 980.6199 gals.).
 BX2228
 BX2228.The modeled gravity was interpolated from observed gravity values.
 BX2228
 BX2228;                    North         East    Units  Estimated Accuracy
 BX2228;SPC LA N     -    72,880.    1,038,930.      MT  (+/- 180 meters Scaled)
 BX2228
 BX2228                          SUPERSEDED SURVEY CONTROL
 BX2228
 BX2228  NAVD 88 (06/15/91)   23.389  (m)           76.74   (f) UNKNOWN     1 1
 BX2228  NGVD 29 (??/??/??)   23.345  (m)           76.59   (f) ADJUSTED    1 1
 BX2228
 BX2228.Superseded values are not recommended for survey control.
 BX2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2228.See file dsdata.txt to determine how the superseded data were derived.
 BX2228
 BX2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ865473(NAD 83)
 BX2228_MARKER: DB = BENCH MARK DISK
 BX2228_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2228_SP_SET: COPPER-CLAD STEEL ROD
 BX2228_STAMPING: A 301 1977
 BX2228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2228
 BX2228  HISTORY     - Date     Condition        Report By
 BX2228  HISTORY     - 1977     MONUMENTED       NGS
 BX2228  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BX2228
 BX2228                          STATION DESCRIPTION
 BX2228
 BX2228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2228'3.2 MI NW FROM MARKSVILLE.
 BX2228'3.0 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX2228'COURTHOUSE AT MARKSVILLE TO THE INTERSECTIONS OF STATE HIGHWAYS
 BX2228'115, 107, AND 1192, THENCE 0.15 MILE NORTHWEST ON 1192 TO THE
 BX2228'ST. MARYS CONGREGATIONAL BAPIST CHURCH, 105 FEET NORTHWEST
 BX2228'OF THE MOST NORTHWESTERLY CORNER OF CHURCH, 37 FEET SOUTH
 BX2228'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF
 BX2228'POWER POLE WITH TRANSFORMER AND LIGHT, 4 FEET EAST OF A NORTH
 BX2228'-SOUTH FENCE.
 BX2228
 BX2228                          STATION RECOVERY (2004)
 BX2228
 BX2228'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX2228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2229 ***********************************************************************
 BX2229  DESIGNATION -  A 302
 BX2229  PID         -  BX2229
 BX2229  STATE/COUNTY-  LA/AVOYELLES
 BX2229  USGS QUAD   -  EFFIE (1983)
 BX2229
 BX2229                         *CURRENT SURVEY CONTROL
 BX2229  ___________________________________________________________________
 BX2229* NAD 83(1986)-  31 12 29.     (N)    092 08 54.     (W)     SCALED    
 BX2229* NAVD 88     -        18.024  (meters)      59.13   (feet)  ADJUSTED  
 BX2229  ___________________________________________________________________
 BX2229  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX2229  DYNAMIC HT  -          18.001 (meters)      59.06  (feet)  COMP
 BX2229  MODELED GRAV-     979,401.3   (mgal)                       NAVD 88
 BX2229
 BX2229  VERT ORDER  -  FIRST     CLASS I
 BX2229
 BX2229.The horizontal coordinates were scaled from a topographic map and have
 BX2229.an estimated accuracy of +/- 6 seconds.
 BX2229
 BX2229.The orthometric height was determined by differential leveling
 BX2229.and adjusted by the National Geodetic Survey in February 1994..
 BX2229
 BX2229.The geoid height was determined by GEOID03.
 BX2229
 BX2229.The dynamic height is computed by dividing the NAVD 88
 BX2229.geopotential number by the normal gravity value computed on the
 BX2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2229.degrees latitude (g = 980.6199 gals.).
 BX2229
 BX2229.The modeled gravity was interpolated from observed gravity values.
 BX2229
 BX2229;                    North         East    Units  Estimated Accuracy
 BX2229;SPC LA N     -    78,560.    1,033,510.      MT  (+/- 180 meters Scaled)
 BX2229
 BX2229                          SUPERSEDED SURVEY CONTROL
 BX2229
 BX2229  NAVD 88 (06/15/91)   18.032  (m)           59.16   (f) UNKNOWN     1 1
 BX2229  NGVD 29 (??/??/??)   17.987  (m)           59.01   (f) ADJUSTED    1 1
 BX2229
 BX2229.Superseded values are not recommended for survey control.
 BX2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2229.See file dsdata.txt to determine how the superseded data were derived.
 BX2229
 BX2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ811529(NAD 83)
 BX2229_MARKER: DB = BENCH MARK DISK
 BX2229_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2229+WITH SETTING: INTO GROUND
 BX2229_SP_SET: METAL ROD WITH BASE PLATE
 BX2229_STAMPING: A 302 1977
 BX2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2229+STABILITY: SURFACE MOTION
 BX2229
 BX2229  HISTORY     - Date     Condition        Report By
 BX2229  HISTORY     - 1977     MONUMENTED       NGS
 BX2229
 BX2229                          STATION DESCRIPTION
 BX2229
 BX2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2229'IN EFFIE.
 BX2229'AT THE JUNCTION OF STATE HIGHWAYS 107 AND 115 WITH STATE
 BX2229'HIGHWAY 1196, CAN ALSO BE REACHED BY GOING 8.4 MILES NORTHWEST
 BX2229'ALONG HIGHWAYS 107 AND 115 FROM THE COURTHOUSE IN MARKSVILLE,
 BX2229'101 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 1196, 49 FEET
 BX2229'SOUTHEAST OF THE CENTER LINE OF HIGHWAYS 107 AND 115, 2 FEET
 BX2229'NORTHWEST OF A WOODEN FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2333 ***********************************************************************
 BX2333  DESIGNATION -  A 303
 BX2333  PID         -  BX2333
 BX2333  STATE/COUNTY-  LA/NATCHITOCHES
 BX2333  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2333
 BX2333                         *CURRENT SURVEY CONTROL
 BX2333  ___________________________________________________________________
 BX2333* NAD 83(1986)-  31 47 51.     (N)    093 04 28.     (W)     SCALED    
 BX2333* NAVD 88     -        36.990  (meters)     121.36   (feet)  ADJUSTED  
 BX2333  ___________________________________________________________________
 BX2333  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2333  DYNAMIC HT  -          36.946 (meters)     121.21  (feet)  COMP
 BX2333  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 BX2333  OBS GRAVITY -     979,460.6   (mgal)                       GRAV_OBS
 BX2333
 BX2333  VERT ORDER  -  FIRST     CLASS I
 BX2333
 BX2333.The horizontal coordinates were scaled from a topographic map and have
 BX2333.an estimated accuracy of +/- 6 seconds.
 BX2333
 BX2333.The orthometric height was determined by differential leveling
 BX2333.and adjusted by the National Geodetic Survey in February 1994..
 BX2333
 BX2333.The geoid height was determined by GEOID03.
 BX2333
 BX2333.The dynamic height is computed by dividing the NAVD 88
 BX2333.geopotential number by the normal gravity value computed on the
 BX2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2333.degrees latitude (g = 980.6199 gals.).
 BX2333
 BX2333.The modeled gravity was interpolated from observed gravity values.
 BX2333.The observed gravity was obtained from relative gravimeter ties
 BX2333.to the IGSN71 gravity network.
 BX2333
 BX2333;                    North         East    Units  Estimated Accuracy
 BX2333;SPC LA N     -   144,000.      945,610.      MT  (+/- 180 meters Scaled)
 BX2333
 BX2333                          SUPERSEDED SURVEY CONTROL
 BX2333
 BX2333  NAVD 88 (06/15/91)   36.989  (m)          121.35   (f) UNKNOWN     1 1
 BX2333  NGVD 29 (??/??/??)   37.032  (m)          121.50   (f) ADJUSTED    1 1
 BX2333
 BX2333.Superseded values are not recommended for survey control.
 BX2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2333.See file dsdata.txt to determine how the superseded data were derived.
 BX2333
 BX2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR929179(NAD 83)
 BX2333_MARKER: DB = BENCH MARK DISK
 BX2333_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2333+WITH SETTING: INTO GROUND
 BX2333_SP_SET: METAL ROD WITH BASE PLATE
 BX2333_STAMPING: A 303 1977
 BX2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2333+STABILITY: SURFACE MOTION
 BX2333
 BX2333  HISTORY     - Date     Condition        Report By
 BX2333  HISTORY     - 1977     MONUMENTED       NGS
 BX2333  HISTORY     - 19950506 GOOD             USPSQD
 BX2333  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2333
 BX2333                          STATION DESCRIPTION
 BX2333
 BX2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2333'3.4 MI NE FROM NATCHITOCHES.
 BX2333'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE
 BX2333'AT NATCHITOCHES, THENCE 0.8 MILE NORTHEAST ON A BLACKTOP ROAD
 BX2333'TO LEVEE, 92 FEET SOUTHEAST OF CENTER OF ROAD, 65 FEET SOUTH OF
 BX2333'A POWER POLE WITH LIGHT AND TRANSFORMER, 53 FEET SOUTH OF THE
 BX2333'CENTER OF CATTLE GUARD LEADING TO LEVEE, 20 FEET SOUTHWEST OF
 BX2333'CENTER OF TOP OF LEVEE, AND 1 FOOT NORTHEAST OF A FENCE, SET
 BX2333'BETWEEN 2 LARGE OAK TREES.
 BX2333
 BX2333                          STATION RECOVERY (1995)
 BX2333
 BX2333'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2333'RECOVERED IN GOOD CONDITION.
 BX2333
 BX2333                          STATION RECOVERY (2001)
 BX2333
 BX2333'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX2333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2302 ***********************************************************************
 BX2302  DESIGNATION -  A 304
 BX2302  PID         -  BX2302
 BX2302  STATE/COUNTY-  LA/NATCHITOCHES
 BX2302  USGS QUAD   -  ALOHA (1992)
 BX2302
 BX2302                         *CURRENT SURVEY CONTROL
 BX2302  ___________________________________________________________________
 BX2302* NAD 83(1986)-  31 35 06.     (N)    092 47 59.     (W)     SCALED    
 BX2302* NAVD 88     -        28.991  (meters)      95.11   (feet)  ADJUSTED  
 BX2302  ___________________________________________________________________
 BX2302  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2302  DYNAMIC HT  -          28.956 (meters)      95.00  (feet)  COMP
 BX2302  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 BX2302
 BX2302  VERT ORDER  -  FIRST     CLASS I
 BX2302
 BX2302.The horizontal coordinates were scaled from a topographic map and have
 BX2302.an estimated accuracy of +/- 6 seconds.
 BX2302
 BX2302.The orthometric height was determined by differential leveling
 BX2302.and adjusted by the National Geodetic Survey in February 1994..
 BX2302
 BX2302.The geoid height was determined by GEOID03.
 BX2302
 BX2302.The dynamic height is computed by dividing the NAVD 88
 BX2302.geopotential number by the normal gravity value computed on the
 BX2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2302.degrees latitude (g = 980.6199 gals.).
 BX2302
 BX2302.The modeled gravity was interpolated from observed gravity values.
 BX2302
 BX2302;                    North         East    Units  Estimated Accuracy
 BX2302;SPC LA N     -   120,340.      971,550.      MT  (+/- 180 meters Scaled)
 BX2302
 BX2302                          SUPERSEDED SURVEY CONTROL
 BX2302
 BX2302  NAVD 88 (06/15/91)   28.990  (m)           95.11   (f) UNKNOWN     1 1
 BX2302  NGVD 29 (??/??/??)   29.006  (m)           95.16   (f) ADJUSTED    1 1
 BX2302
 BX2302.Superseded values are not recommended for survey control.
 BX2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2302.See file dsdata.txt to determine how the superseded data were derived.
 BX2302
 BX2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ190944(NAD 83)
 BX2302_MARKER: DB = BENCH MARK DISK
 BX2302_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2302+WITH SETTING: INTO GROUND
 BX2302_SP_SET: METAL ROD WITH BASE PLATE
 BX2302_STAMPING: A 304 1977
 BX2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2302+STABILITY: SURFACE MOTION
 BX2302
 BX2302  HISTORY     - Date     Condition        Report By
 BX2302  HISTORY     - 1977     MONUMENTED       NGS
 BX2302
 BX2302                          STATION DESCRIPTION
 BX2302
 BX2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2302'10.7 MI NE FROM CLOUTIERVILLE.
 BX2302'7.85 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2302'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 2.95 MILES
 BX2302'SOUTHEAST ALONG THE LEVEE, 103 FEET SOUTH OF MILEPOST 31, 79 FEET
 BX2302'SOUTHWEST OF THE CENTER OF THE LEVEE, AND 6 FEET NORTHWEST OF A
 BX2302'POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2097 ***********************************************************************
 BJ2097  DESIGNATION -  A 3042 LAGS
 BJ2097  PID         -  BJ2097
 BJ2097  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2097  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2097
 BJ2097                         *CURRENT SURVEY CONTROL
 BJ2097  ___________________________________________________________________
 BJ2097* NAD 83(1986)-  30 24 25.     (N)    091 11 55.     (W)     SCALED    
 BJ2097* NAVD 88     -         7.84   (+/-2cm)      25.7    (feet)  VERTCON   
 BJ2097  ___________________________________________________________________
 BJ2097  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ2097
 BJ2097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2097
 BJ2097.The horizontal coordinates were scaled from a topographic map and have
 BJ2097.an estimated accuracy of +/- 6 seconds.
 BJ2097
 BJ2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2097.The vertical order pertains to the NGVD 29 superseded value.
 BJ2097
 BJ2097.The geoid height was determined by GEOID03.
 BJ2097
 BJ2097;                    North         East    Units  Estimated Accuracy
 BJ2097;SPC LA S     -   211,380.    1,012,950.      MT  (+/- 180 meters Scaled)
 BJ2097
 BJ2097                          SUPERSEDED SURVEY CONTROL
 BJ2097
 BJ2097  NGVD 29 (??/??/??)    7.858  (m)           25.78   (f) ADJUSTED    2 0
 BJ2097
 BJ2097.Superseded values are not recommended for survey control.
 BJ2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2097.See file dsdata.txt to determine how the superseded data were derived.
 BJ2097
 BJ2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP730652(NAD 83)
 BJ2097_MARKER: DD = SURVEY DISK
 BJ2097_SETTING: 0 = UNSPECIFIED SETTING
 BJ2097_STAMPING: A 3042
 BJ2097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2097
 BJ2097  HISTORY     - Date     Condition        Report By
 BJ2097  HISTORY     - UNK      MONUMENTED       LAGS
 BJ2097  HISTORY     - 1969     POOR             LADTD
 BJ2097
 BJ2097                          STATION DESCRIPTION
 BJ2097
 BJ2097'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ2097'2.75 MI S FROM BATON ROUGE.
 BJ2097'ABOUT 2.75 MILES SOUTH ALONG STATE HIGHWAY 327 AND THE RIVER ROAD FROM
 BJ2097'THE ILLINOIS CENTRAL RAILROAD STATION IN BATON ROUGE.  IT IS 42 FEET
 BJ2097'WEST OF CENTERLINE OF STATE HIGHWAY 327 AT JUNCTION OF GOURRIER
 BJ2097'AVENUE, 25 FEET SOUTH OF AN ALUMINIUM GATE, 109.5 FEET SOUTHWEST OF
 BJ2097'POWER POLE NO. 68, 95 FEET NORTHWEST OF CONCRETE RIGHT-OF-WAY MARKER
 BJ2097'AT JUNCTION OF STATE HIGHWAY 327 AND GOURRIER AVENUE, 2.5 FEET WEST OF
 BJ2097'A STEEL WITNESS POST, 1 FOOT BELOW THE SURFACE OF ROAD, ABOUT 2 INCHES
 BJ2097'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0985 ***********************************************************************
 BJ0985  DESIGNATION -  A 3045 A
 BJ0985  PID         -  BJ0985
 BJ0985  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0985  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0985
 BJ0985                         *CURRENT SURVEY CONTROL
 BJ0985  ___________________________________________________________________
 BJ0985* NAD 83(1992)-  30 27 03.67860(N)    091 06 09.31766(W)     ADJUSTED  
 BJ0985* NAVD 88     -        14.777  (meters)      48.48   (feet)  ADJUSTED  
 BJ0985  ___________________________________________________________________
 BJ0985  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ0985  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0985  DYNAMIC HT  -          14.757 (meters)      48.42  (feet)  COMP
 BJ0985  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BJ0985
 BJ0985  HORZ ORDER  -  THIRD
 BJ0985  VERT ORDER  -  FIRST     CLASS I
 BJ0985
 BJ0985.The horizontal coordinates were established by classical geodetic methods
 BJ0985.and adjusted by the National Geodetic Survey in January 1993..
 BJ0985
 BJ0985.The orthometric height was determined by differential leveling
 BJ0985.and adjusted by the National Geodetic Survey in February 1994..
 BJ0985
 BJ0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0985
 BJ0985.The geoid height was determined by GEOID03.
 BJ0985
 BJ0985.The dynamic height is computed by dividing the NAVD 88
 BJ0985.geopotential number by the normal gravity value computed on the
 BJ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0985.degrees latitude (g = 980.6199 gals.).
 BJ0985
 BJ0985.The modeled gravity was interpolated from observed gravity values.
 BJ0985
 BJ0985;                    North         East     Units Scale Factor Converg.
 BJ0985;SPC LA S     -   216,284.116 1,022,161.393   MT  0.99995650   +0 06 55.4
 BJ0985;SPC LA S     -   709,592.14  3,353,541.17   sFT  0.99995650   +0 06 55.4
 BJ0985;UTM  15      - 3,370,293.119   682,184.108   MT  1.00000948   +0 57 42.8
 BJ0985
 BJ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0985!SPC LA S     -   1.00000195  x   0.99995650  =   0.99995845
 BJ0985!UTM  15      -   1.00000195  x   1.00000948  =   1.00001143
 BJ0985
 BJ0985                          SUPERSEDED SURVEY CONTROL
 BJ0985
 BJ0985  NAD 83(1986)-  30 27 03.69650(N)    091 06 09.31574(W) AD(       ) 3
 BJ0985  NAD 27      -  30 27 03.01182(N)    091 06 08.93530(W) AD(       ) 3
 BJ0985  NGVD 29 (??/??/??)   14.792  (m)           48.53   (f) ADJUSTED    1 1
 BJ0985
 BJ0985.Superseded values are not recommended for survey control.
 BJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0985.See file dsdata.txt to determine how the superseded data were derived.
 BJ0985
 BJ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8218470293(NAD 83)
 BJ0985_MARKER: DD = SURVEY DISK
 BJ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0985_SP_SET: CONCRETE POST
 BJ0985_STAMPING: A3045A
 BJ0985_MARK LOGO: LAGS  
 BJ0985_PROJECTION: PROJECTING 2 CENTIMETERS
 BJ0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0985+STABILITY: SURFACE MOTION
 BJ0985
 BJ0985  HISTORY     - Date     Condition        Report By
 BJ0985  HISTORY     - 1934     MONUMENTED       USGS
 BJ0985  HISTORY     - 1969     GOOD             LAGS
 BJ0985  HISTORY     - 1976     GOOD             NGS
 BJ0985  HISTORY     - 1987     GOOD             LA-033
 BJ0985  HISTORY     - 1988     GOOD             USPSQD
 BJ0985
 BJ0985                          STATION DESCRIPTION
 BJ0985
 BJ0985'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 BJ0985'BATON ROUGE, 5.0 MI E. OF, IN EXTREME NE. CORNER OF THE DOWNTOWN
 BJ0985'AIRPORT.  10 FT S. OF E. - W. BOUNDARY FENCE.  10 FT W. OF E. BOUNDARY
 BJ0985'FENCE.  APPROXIMATELY 3085 FT NE. OF THE NE. CORNER OF HANGER
 BJ0985'BUILDING.  IN CONCRETE POST, STANDARD LA. GEODETIC SURVEY TABLET
 BJ0985'STAMPED---A 3045A WPA---.  AZIMUTH TO SPIRE WITH LIGHT ON AIRPORT
 BJ0985'SCHOOL.
 BJ0985
 BJ0985                          STATION RECOVERY (1969)
 BJ0985
 BJ0985'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1969
 BJ0985'IN BATON ROUGE.
 BJ0985'AT THE NORTHEAST CORNER OF THE OLD DOWNTOWN AIRPORT, 61.6 FEET SOUTH
 BJ0985'OF THE CENTER LINE OF A SERVICE ROAD LEADING TO SHONEYS BIG BOY
 BJ0985'RESTAURANT, 59.5 FEET WEST OF THE CENTER LINE OF EAST AIRPORT AVE,
 BJ0985'12 FEET SOUTH-WEST OF A FENCE CORNER. A DISK SET IN THE TOP OF A
 BJ0985'CONCRETE POST , AND ABOUT LEVEL WITH EAST AIRPORT AVE.
 BJ0985
 BJ0985                          STATION RECOVERY (1976)
 BJ0985
 BJ0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0985'RECOVERED IN GOOD CONDITION.
 BJ0985
 BJ0985                          STATION RECOVERY (1987)
 BJ0985
 BJ0985'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0985'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.16 KM
 BJ0985'(0.1 MI) SOUTH OF THE INTERSECTION OF FLORIDA BOULEVARD AND WOODDALE
 BJ0985'BOULEVARD TO A SMALL SERVICE ROAD ON LEFT, TURN LEFT (EAST) ON
 BJ0985'SERVICE ROAD TO ITS END AT AIRPORT AVENUE AND MARK SET ON THE RIGHT,
 BJ0985'18.8 METERS (61.6 FT) SOUTH OF THE CENTERLINE OF THE SERVICE ROAD,
 BJ0985'18.1 METERS (59.5 FT) WEST OF THE CENTERLINE OF EAST AIRPORT AVENUE,
 BJ0985'SET NEAR A POWER POLE AND TELEPHONE REPAIR BOX.
 BJ0985'THE MARK IS ABOVE LEVEL WITH EAST AIRPORT AVENUE.
 BJ0985
 BJ0985                          STATION RECOVERY (1988)
 BJ0985
 BJ0985'RECOVERY NOTE BY US POWER SQUADRON 1988 (JL)
 BJ0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2336 ***********************************************************************
 BX2336  DESIGNATION -  A 305
 BX2336  PID         -  BX2336
 BX2336  STATE/COUNTY-  LA/NATCHITOCHES
 BX2336  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2336
 BX2336                         *CURRENT SURVEY CONTROL
 BX2336  ___________________________________________________________________
 BX2336* NAD 83(1986)-  31 48 51.     (N)    093 05 07.     (W)     SCALED    
 BX2336* NAVD 88     -        42.011  (meters)     137.83   (feet)  ADJUSTED  
 BX2336  ___________________________________________________________________
 BX2336  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2336  DYNAMIC HT  -          41.961 (meters)     137.67  (feet)  COMP
 BX2336  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 BX2336
 BX2336  VERT ORDER  -  FIRST     CLASS I
 BX2336
 BX2336.The horizontal coordinates were scaled from a topographic map and have
 BX2336.an estimated accuracy of +/- 6 seconds.
 BX2336
 BX2336.The orthometric height was determined by differential leveling
 BX2336.and adjusted by the National Geodetic Survey in February 1994..
 BX2336
 BX2336.The geoid height was determined by GEOID03.
 BX2336
 BX2336.The dynamic height is computed by dividing the NAVD 88
 BX2336.geopotential number by the normal gravity value computed on the
 BX2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2336.degrees latitude (g = 980.6199 gals.).
 BX2336
 BX2336.The modeled gravity was interpolated from observed gravity values.
 BX2336
 BX2336;                    North         East    Units  Estimated Accuracy
 BX2336;SPC LA N     -   145,860.      944,590.      MT  (+/- 180 meters Scaled)
 BX2336
 BX2336                          SUPERSEDED SURVEY CONTROL
 BX2336
 BX2336  NAVD 88 (06/15/91)   42.010  (m)          137.83   (f) UNKNOWN     1 1
 BX2336  NGVD 29 (??/??/??)   42.056  (m)          137.98   (f) ADJUSTED    1 1
 BX2336
 BX2336.Superseded values are not recommended for survey control.
 BX2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2336.See file dsdata.txt to determine how the superseded data were derived.
 BX2336
 BX2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR919198(NAD 83)
 BX2336_MARKER: DB = BENCH MARK DISK
 BX2336_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2336+WITH SETTING: INTO GROUND
 BX2336_SP_SET: METAL ROD WITH BASE PLATE
 BX2336_STAMPING: A 305 1977
 BX2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2336+STABILITY: SURFACE MOTION
 BX2336
 BX2336  HISTORY     - Date     Condition        Report By
 BX2336  HISTORY     - 1977     MONUMENTED       NGS
 BX2336  HISTORY     - 19950506 GOOD             USPSQD
 BX2336  HISTORY     - 19970816 GOOD             USPSQD
 BX2336  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2336
 BX2336                          STATION DESCRIPTION
 BX2336
 BX2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2336'4.1 MI NORTH FROM NATCHITOCHES.
 BX2336'4.1 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE
 BX2336'AT NATCHITOCHES, TO A PAVED ROAD LEADING NORTHWEST, ABOUT 0.15
 BX2336'MILE SOUTH OF THE RED RIVER BRIDGE, AT THE SOUTH END OF A ROAD-
 BX2336'SIDE PARK, 182 FEET SOUTHEAST OF A LARGE POWER POLE SET AT THE
 BX2336'JUNCTION, 120 FEET EAST OF THE CENTER LINE OF HIGHWAY, 93 FEET
 BX2336'NORTHEAST OF THE CENTER OF THE TOP OF A CONCRETE CULVERT UNDER
 BX2336'HIGHWAY, 101 FEET SOUTHWEST OF A TELEPHONE JUNCTION BOX SET BY
 BX2336'THE OLD HIGHWAY,43 FEET NORTHEAST OF A 24 INCH PINE TREE WITH
 BX2336'A TRIANGLE BLAZE ON THE NORTH SIDE, AND 12 FEET SOUTH OF A
 BX2336'MAGONILA TREE.
 BX2336
 BX2336                          STATION RECOVERY (1995)
 BX2336
 BX2336'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2336'RECOVERED IN GOOD CONDITION.
 BX2336
 BX2336                          STATION RECOVERY (1997)
 BX2336
 BX2336'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2336'RECOVERED IN GOOD CONDITION.
 BX2336
 BX2336                          STATION RECOVERY (2001)
 BX2336
 BX2336'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX2336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2283 ***********************************************************************
 BX2283  DESIGNATION -  A 306
 BX2283  PID         -  BX2283
 BX2283  STATE/COUNTY-  LA/GRANT
 BX2283  USGS QUAD   -  BOYCE (1992)
 BX2283
 BX2283                         *CURRENT SURVEY CONTROL
 BX2283  ___________________________________________________________________
 BX2283* NAD 83(1986)-  31 28 05.     (N)    092 41 32.     (W)     SCALED    
 BX2283* NAVD 88     -        28.473  (meters)      93.42   (feet)  ADJUSTED  
 BX2283  ___________________________________________________________________
 BX2283  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX2283  DYNAMIC HT  -          28.438 (meters)      93.30  (feet)  COMP
 BX2283  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BX2283
 BX2283  VERT ORDER  -  FIRST     CLASS I
 BX2283
 BX2283.The horizontal coordinates were scaled from a topographic map and have
 BX2283.an estimated accuracy of +/- 6 seconds.
 BX2283
 BX2283.The orthometric height was determined by differential leveling
 BX2283.and adjusted by the National Geodetic Survey in February 1994..
 BX2283
 BX2283.The geoid height was determined by GEOID03.
 BX2283
 BX2283.The dynamic height is computed by dividing the NAVD 88
 BX2283.geopotential number by the normal gravity value computed on the
 BX2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2283.degrees latitude (g = 980.6199 gals.).
 BX2283
 BX2283.The modeled gravity was interpolated from observed gravity values.
 BX2283
 BX2283;                    North         East    Units  Estimated Accuracy
 BX2283;SPC LA N     -   107,350.      981,730.      MT  (+/- 180 meters Scaled)
 BX2283
 BX2283                          SUPERSEDED SURVEY CONTROL
 BX2283
 BX2283  NAVD 88 (06/15/91)   28.472  (m)           93.41   (f) UNKNOWN     1 1
 BX2283  NGVD 29 (??/??/??)   28.477  (m)           93.43   (f) ADJUSTED    1 1
 BX2283
 BX2283.Superseded values are not recommended for survey control.
 BX2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2283.See file dsdata.txt to determine how the superseded data were derived.
 BX2283
 BX2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ292815(NAD 83)
 BX2283_MARKER: DB = BENCH MARK DISK
 BX2283_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2283+WITH SETTING: INTO GROUND
 BX2283_SP_SET: METAL ROD WITH BASE PLATE
 BX2283_STAMPING: A 306 1977
 BX2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2283+STABILITY: SURFACE MOTION
 BX2283
 BX2283  HISTORY     - Date     Condition        Report By
 BX2283  HISTORY     - 1977     MONUMENTED       NGS
 BX2283
 BX2283                          STATION DESCRIPTION
 BX2283
 BX2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2283'5.2 MI SOUTH FROM COLFAX.
 BX2283'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 BX2283'COLFAX, THENCE 1.9 MILES SOUTHWEST ALONG A PAVED ROAD, 32 FEET
 BX2283'SOUTH-SOUTHEAST OF THE CENTER LINE OF LEVEE ROAD, 20 FEET NORTH-
 BX2283'NORTHWEST OF THE CENTER LINE OF PAVED ROAD, 23 FEET WEST OF A
 BX2283'FENCE JUNCTION, 2 FEET NORTH-NORTHWEST OF A BARBED WIRE FENCE,
 BX2283'AND 18 FEET WEST-SOUTHWEST OF A FENCE THAT CROSSES THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2163 ***********************************************************************
 CQ2163  DESIGNATION -  A 307
 CQ2163  PID         -  CQ2163
 CQ2163  STATE/COUNTY-  LA/CADDO
 CQ2163  USGS QUAD   -  GILLIAM (1971)
 CQ2163
 CQ2163                         *CURRENT SURVEY CONTROL
 CQ2163  ___________________________________________________________________
 CQ2163* NAD 83(1986)-  32 47 27.     (N)    093 49 44.     (W)     SCALED    
 CQ2163* NAVD 88     -        58.989  (meters)     193.53   (feet)  ADJUSTED  
 CQ2163  ___________________________________________________________________
 CQ2163  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CQ2163  DYNAMIC HT  -          58.923 (meters)     193.32  (feet)  COMP
 CQ2163  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CQ2163
 CQ2163  VERT ORDER  -  FIRST     CLASS I
 CQ2163
 CQ2163.The horizontal coordinates were scaled from a topographic map and have
 CQ2163.an estimated accuracy of +/- 6 seconds.
 CQ2163
 CQ2163.The orthometric height was determined by differential leveling
 CQ2163.and adjusted by the National Geodetic Survey in June 1991..
 CQ2163
 CQ2163.The geoid height was determined by GEOID03.
 CQ2163
 CQ2163.The dynamic height is computed by dividing the NAVD 88
 CQ2163.geopotential number by the normal gravity value computed on the
 CQ2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2163.degrees latitude (g = 980.6199 gals.).
 CQ2163
 CQ2163.The modeled gravity was interpolated from observed gravity values.
 CQ2163
 CQ2163;                    North         East    Units  Estimated Accuracy
 CQ2163;SPC LA N     -   254,770.      875,520.      MT  (+/- 180 meters Scaled)
 CQ2163
 CQ2163                          SUPERSEDED SURVEY CONTROL
 CQ2163
 CQ2163  NGVD 29 (??/??/??)   59.047  (m)          193.72   (f) ADJUSTED    1 1
 CQ2163
 CQ2163.Superseded values are not recommended for survey control.
 CQ2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2163.See file dsdata.txt to determine how the superseded data were derived.
 CQ2163
 CQ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS223284(NAD 83)
 CQ2163_MARKER: DB = BENCH MARK DISK
 CQ2163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2163_SP_SET: COPPER-CLAD STEEL ROD
 CQ2163_STAMPING: A 307 1977
 CQ2163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2163
 CQ2163  HISTORY     - Date     Condition        Report By
 CQ2163  HISTORY     - 1977     MONUMENTED       NGS
 CQ2163  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2163
 CQ2163                          STATION DESCRIPTION
 CQ2163
 CQ2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2163'7.7 MI NORTH FROM BELCHER.
 CQ2163'0.6 MILE NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2163'BELCHER, THENCE 2.7 MILES EAST ALONG BELCHER RIVER ROAD, THENCE
 CQ2163'4.4 MILES NORTH ALONG LEVEE, 35 FEET WEST OF THE CENTER OF THE
 CQ2163'LEVEE, 2 FEET EAST OF A BARBED WIRE FENCE, AND BETWEEN TWO ORANGE
 CQ2163'WITNESS POSTS. ALSO CAN BE REACHED BY GOING 0.1 MILE SOUTH ALONG
 CQ2163'STATE HIGHWAY 3049 FROM THE TEXAS AND PACIFIC RAILROAD CROSSING
 CQ2163'AT GILLIAN, THENCE 3.1 MILES EAST ALONG SARTOR ROAD, THENCE 3.5
 CQ2163'MILES SOUTHWEST ALONG THE LEVEE.
 CQ2163
 CQ2163                          STATION RECOVERY (1999)
 CQ2163
 CQ2163'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2143 ***********************************************************************
 CQ2143  DESIGNATION -  A 308
 CQ2143  PID         -  CQ2143
 CQ2143  STATE/COUNTY-  LA/CADDO
 CQ2143  USGS QUAD   -  DIXIE (1982)
 CQ2143
 CQ2143                         *CURRENT SURVEY CONTROL
 CQ2143  ___________________________________________________________________
 CQ2143* NAD 83(1986)-  32 40 19.     (N)    093 47 28.     (W)     SCALED    
 CQ2143* NAVD 88     -        55.813  (meters)     183.11   (feet)  ADJUSTED  
 CQ2143  ___________________________________________________________________
 CQ2143  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2143  DYNAMIC HT  -          55.751 (meters)     182.91  (feet)  COMP
 CQ2143  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CQ2143
 CQ2143  VERT ORDER  -  FIRST     CLASS I
 CQ2143
 CQ2143.The horizontal coordinates were scaled from a topographic map and have
 CQ2143.an estimated accuracy of +/- 6 seconds.
 CQ2143
 CQ2143.The orthometric height was determined by differential leveling
 CQ2143.and adjusted by the National Geodetic Survey in June 1991..
 CQ2143
 CQ2143.The geoid height was determined by GEOID03.
 CQ2143
 CQ2143.The dynamic height is computed by dividing the NAVD 88
 CQ2143.geopotential number by the normal gravity value computed on the
 CQ2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2143.degrees latitude (g = 980.6199 gals.).
 CQ2143
 CQ2143.The modeled gravity was interpolated from observed gravity values.
 CQ2143
 CQ2143;                    North         East    Units  Estimated Accuracy
 CQ2143;SPC LA N     -   241,540.      878,900.      MT  (+/- 180 meters Scaled)
 CQ2143
 CQ2143                          SUPERSEDED SURVEY CONTROL
 CQ2143
 CQ2143  NGVD 29 (??/??/??)   55.866  (m)          183.29   (f) ADJUSTED    1 1
 CQ2143
 CQ2143.Superseded values are not recommended for survey control.
 CQ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2143.See file dsdata.txt to determine how the superseded data were derived.
 CQ2143
 CQ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS258151(NAD 83)
 CQ2143_MARKER: DB = BENCH MARK DISK
 CQ2143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ2143_SP_SET: POWER POLE FOUNDATION
 CQ2143_STAMPING: A 308 1977
 CQ2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2143
 CQ2143  HISTORY     - Date     Condition        Report By
 CQ2143  HISTORY     - 1977     MONUMENTED       NGS
 CQ2143  HISTORY     - 1989     GOOD             USPSQD
 CQ2143  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2143
 CQ2143                          STATION DESCRIPTION
 CQ2143
 CQ2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2143'5.8 MI SE FROM DIXIE.
 CQ2143'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE
 CQ2143'AT DIXIE, THENCE 1.8 MILES NORTHEAST ALONG SENTELL ROAD, ALSO 3.6
 CQ2143'MILES SOUTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2143'BELCHER, THENCE 5.1 MILES SOUTHEAST ALONG SENTELL ROAD, 133 FEET
 CQ2143'NORTHEAST OF THE CENTERLINE OF THE ROAD, 81 FEET NORTHEAST OF THE
 CQ2143'CENTERLINE OF THE LEVEE, AND SET IN THE TOP OF THE WEST CORNER OF
 CQ2143'THE WEST CONCRETE FOUNDATION OF A STEEL POWERLINE TOWER.
 CQ2143
 CQ2143                          STATION RECOVERY (1989)
 CQ2143
 CQ2143'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 CQ2143'RECOVERED IN GOOD CONDITION.
 CQ2143
 CQ2143                          STATION RECOVERY (1999)
 CQ2143
 CQ2143'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0774 ***********************************************************************
 BK0774  DESIGNATION -  A 31
 BK0774  PID         -  BK0774
 BK0774  STATE/COUNTY-  LA/ALLEN
 BK0774  USGS QUAD   -  KINDER (1994)
 BK0774
 BK0774                         *CURRENT SURVEY CONTROL
 BK0774  ___________________________________________________________________
 BK0774* NAD 83(1986)-  30 29 22.     (N)    092 48 28.     (W)     SCALED    
 BK0774* NAVD 88     -        14.12   (+/-2cm)      46.3    (feet)  VERTCON   
 BK0774  ___________________________________________________________________
 BK0774  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0774
 BK0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0774
 BK0774.The horizontal coordinates were scaled from a topographic map and have
 BK0774.an estimated accuracy of +/- 6 seconds.
 BK0774
 BK0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0774.The vertical order pertains to the NGVD 29 superseded value.
 BK0774
 BK0774.The geoid height was determined by GEOID03.
 BK0774
 BK0774;                    North         East    Units  Estimated Accuracy
 BK0774;SPC LA S     -   221,430.      858,450.      MT  (+/- 180 meters Scaled)
 BK0774
 BK0774                          SUPERSEDED SURVEY CONTROL
 BK0774
 BK0774  NGVD 29 (??/??/??)   14.073  (m)           46.17   (f) ADJUSTED    2 0
 BK0774
 BK0774.Superseded values are not recommended for survey control.
 BK0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0774.See file dsdata.txt to determine how the superseded data were derived.
 BK0774
 BK0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP184730(NAD 83)
 BK0774_MARKER: DB = BENCH MARK DISK
 BK0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0774_STAMPING: A 31 1935
 BK0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0774+STABILITY: SURFACE MOTION
 BK0774
 BK0774  HISTORY     - Date     Condition        Report By
 BK0774  HISTORY     - 1935     MONUMENTED       CGS
 BK0774  HISTORY     - 20031105 MARK NOT FOUND   USPSQD
 BK0774
 BK0774                          STATION DESCRIPTION
 BK0774
 BK0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0774'2.0 MI E FROM KINDER.
 BK0774'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BK0774'KINDER, ALLEN PARISH, 250 FEET EAST OF MILEPOST 546+20, AT A ROAD
 BK0774'CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 38 FEET
 BK0774'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 31
 BK0774'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK0774
 BK0774                          STATION RECOVERY (2003)
 BK0774
 BK0774'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1127 ***********************************************************************
 BH1127  DESIGNATION -  A 3121
 BH1127  PID         -  BH1127
 BH1127  STATE/COUNTY-  LA/ORLEANS
 BH1127  USGS QUAD   -  CHEF MENTEUR (1994)
 BH1127
 BH1127                         *CURRENT SURVEY CONTROL
 BH1127  ___________________________________________________________________
 BH1127* NAD 83(1992)-  30 03 51.50006(N)    089 48 33.67093(W)     ADJUSTED  
 BH1127* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BH1127  **This station is located in a subsidence area (see below).
 BH1127  ___________________________________________________________________
 BH1127  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH1127  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BH1127  DYNAMIC HT  -           1.6   (meters)       5.    (feet)  COMP
 BH1127  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BH1127
 BH1127  HORZ ORDER  -  SECOND
 BH1127  VERT ORDER  -  THIRD (See Below)
 BH1127
 BH1127.The horizontal coordinates were established by classical geodetic methods
 BH1127.and adjusted by the National Geodetic Survey in May 1994..
 BH1127
 BH1127 ** The orthometric height has not been validated since last determined
 BH1127 ** by differential leveling and should not be used for control purposes.
 BH1127 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1127 ** area with valid NAVD 88 orthometric heights.
 BH1127 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1127 ** epoch indicated which incorporates improved geoid heights for the
 BH1127 ** Southern Louisiana Subsidence area.
 BH1127 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1127.The orthometric height was scaled from a topographic map.
 BH1127.The vertical order pertains to the first NAVD 88 superseded value.
 BH1127
 BH1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1127
 BH1127.The geoid height was determined by GEOID03.
 BH1127
 BH1127.The dynamic height is computed by dividing the NAVD 88
 BH1127.geopotential number by the normal gravity value computed on the
 BH1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1127.degrees latitude (g = 980.6199 gals.).
 BH1127
 BH1127.The modeled gravity was interpolated from observed gravity values.
 BH1127
 BH1127;                    North         East     Units Scale Factor Converg.
 BH1127;SPC LA S     -   174,371.438 1,146,933.141   MT  0.99992636   +0 45 43.2
 BH1127;SPC LA S     -   572,083.63  3,762,896.48   sFT  0.99992636   +0 45 43.2
 BH1127;UTM  16      - 3,329,239.030   229,164.821   MT  1.00050508   -1 24 29.8
 BH1127
 BH1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1127!SPC LA S     -   1.00000388  x   0.99992636  =   0.99993024
 BH1127!UTM  16      -   1.00000388  x   1.00050508  =   1.00050896
 BH1127
 BH1127                          SUPERSEDED SURVEY CONTROL
 BH1127
 BH1127  NAD 83(1992)-  30 03 51.50027(N)    089 48 33.67062(W) AD(       ) 2
 BH1127  NAD 83(1986)-  30 03 51.51337(N)    089 48 33.66651(W) AD(       ) 2
 BH1127  NAD 27      -  30 03 50.79469(N)    089 48 33.43715(W) AD(       ) 2
 BH1127  NAVD 88 (06/15/91)    1.641  (m)            5.38   (f) UNKNOWN     1 1
 BH1127  NGVD 29 (??/??/??)    1.697  (m)            5.57   (f) ADJUSTED    1 1
 BH1127
 BH1127.Superseded values are not recommended for survey control.
 BH1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1127.See file dsdata.txt to determine how the superseded data were derived.
 BH1127
 BH1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2916529239(NAD 83)
 BH1127_MARKER: DD = SURVEY DISK
 BH1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1127_STAMPING: A 3121
 BH1127_MARK LOGO: LAGS  
 BH1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1127+STABILITY: SURFACE MOTION
 BH1127
 BH1127  HISTORY     - Date     Condition        Report By
 BH1127  HISTORY     - 1972     MONUMENTED       LAGS
 BH1127  HISTORY     - 1969     GOOD             CGS
 BH1127  HISTORY     - 1971     GOOD             NGS
 BH1127  HISTORY     - 1977     GOOD             NGS
 BH1127  HISTORY     - 1978     GOOD             USE
 BH1127  HISTORY     - 1978     GOOD             LADTD
 BH1127  HISTORY     - 1985     GOOD             NGS
 BH1127  HISTORY     - 1986     MARK NOT FOUND   NGS
 BH1127  HISTORY     - 19901101 MARK NOT FOUND   NGS
 BH1127
 BH1127                          STATION DESCRIPTION
 BH1127
 BH1127'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1972 (JCA)
 BH1127'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11 AND 90,
 BH1127'ABOUT 11.5 MILES NORTHEAST OF CHALMETTE, GO NORTHEAST ON U.S.
 BH1127'HIGHWAY 90 FOR 3.4 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BH1127'NORTHEAST ON U.S. HIGHWAY 90 FOR 0.2 MILE TO THE VENETIAN ISLE
 BH1127'INCORPORATION SIGN ON THE LEFT AND STATION VENETIAN.
 BH1127'
 BH1127'AN ELECTRONIC TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BH1127'VENETIAN, DISTANCE BEING 319.890 METERS OR (1049.51 FEET) SOUTHWEST
 BH1127'OF STATION VENETIAN.  THE MARK IS A STANDARD LOUISIANA GEODETIC
 BH1127'SURVEY DISK STAMPED W.P.A. A 3121, SET IN THE TOP OF A 10-INCH
 BH1127'CYLINDRICAL CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND
 BH1127'SURFACE.  IT IS 54 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 90 AND 1
 BH1127'FOOT WEST OF A METAL WITNESS POST.
 BH1127
 BH1127                          STATION RECOVERY (1969)
 BH1127
 BH1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH1127'14.2 MI E FROM NEW ORLEANS.
 BH1127'ABOUT 14.2 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE I 10 OVERPASS
 BH1127'OVER U. S. HIGHWAY 90 AT NEW ORLEANS, ABOUT 0.25 MILE SOUTHWEST OF THE
 BH1127'SOUTHWEST END OF THE BRIDGE OVER CHEF MENTEUR PASS, AT THE OUTSIDE OF
 BH1127'A CURVE, 9 FEET NORTHWEST OF THE NORTHWEST STEEL LEG SUPPORTING A
 BH1127'LARGE BILLBOARD SIGN, 44 FEET SOUTH OF THE CENTER LINE OF THE
 BH1127'EASTBOUND LANE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A SMALL CEDAR TREE,
 BH1127'0.8 FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 BH1127'POST 6 INCHES UNDERGROUND.
 BH1127
 BH1127                          STATION RECOVERY (1971)
 BH1127
 BH1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH1127'RECOVERED IN GOOD CONDITION.
 BH1127
 BH1127                          STATION RECOVERY (1977)
 BH1127
 BH1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1127'RECOVERED IN GOOD CONDITION.
 BH1127
 BH1127                          STATION RECOVERY (1978)
 BH1127
 BH1127'RECOVERY NOTE BY US ENGINEERS 1978
 BH1127'RECOVERED IN GOOD CONDITION.
 BH1127
 BH1127                          STATION RECOVERY (1978)
 BH1127
 BH1127'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BH1127'ABOUT 14.2 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE I-10 OVER PASS
 BH1127'OVER U.S. HIGHWAY 90 AT NEW ORLEANS, ABOUT 0.25 MILE SOUTH WEST OF
 BH1127'THE SOUTHWEST END OF THE BRIDGE OVER CHEF MEN TEUR PASS, AT THE
 BH1127'OUTSIDE OF A CURVE, 9 FEET NORTHWEST OF THE NORTHWEST STEEL LEG
 BH1127'SUPPORTING A LARGE BILLBOARD SIGN, 44 FEET SOUTH OF THE CENTER LINE
 BH1127'OF THE EAST BOUND LANE OF THE HIGHWAY, 54.0 SOUTH OF THE CENTER LINE
 BH1127'OF U.S. 90, 1 1/2 FEET NORTH OF A SMALL CEDAR TREE, 0.8 FOOT WEST OF
 BH1127'A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST 6 INCHES
 BH1127'UNDERGROUND.
 BH1127
 BH1127                          STATION RECOVERY (1985)
 BH1127
 BH1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1127'RECOVERED IN GOOD CONDITION, THE 1978 RECOVERY NOTE IS ADEQUATE WITH
 BH1127'THE FOLLOWING CHANGES, OMIT--9 FEET NORTHWEST OF THE NORTHWEST STEEL
 BH1127'LEG SUPPORTING A LARGE BILLBOARD SIGN, OMIT--1-1/2 FEET NORTH OF A
 BH1127'SMALL CEDAR TREE.
 BH1127
 BH1127                          STATION RECOVERY (1986)
 BH1127
 BH1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1127'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 BH1127'FOUND.
 BH1127
 BH1127                          STATION RECOVERY (1990)
 BH1127
 BH1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1127'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2603 ***********************************************************************
 CQ2603  DESIGNATION -  A 3204 LAGS RESET 1983
 CQ2603  PID         -  CQ2603
 CQ2603  STATE/COUNTY-  LA/OUACHITA
 CQ2603  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2603
 CQ2603                         *CURRENT SURVEY CONTROL
 CQ2603  ___________________________________________________________________
 CQ2603* NAD 83(1986)-  32 24 13.     (N)    092 00 35.     (W)     SCALED    
 CQ2603* NAVD 88     -        19.811  (meters)      65.00   (feet)  ADJUSTED  
 CQ2603  ___________________________________________________________________
 CQ2603  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2603  DYNAMIC HT  -          19.789 (meters)      64.92  (feet)  COMP
 CQ2603  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 CQ2603
 CQ2603  VERT ORDER  -  SECOND    CLASS I
 CQ2603
 CQ2603.The horizontal coordinates were scaled from a topographic map and have
 CQ2603.an estimated accuracy of +/- 6 seconds.
 CQ2603
 CQ2603.The orthometric height was determined by differential leveling
 CQ2603.and adjusted by the National Geodetic Survey in May 1997..
 CQ2603
 CQ2603.The geoid height was determined by GEOID03.
 CQ2603
 CQ2603.The dynamic height is computed by dividing the NAVD 88
 CQ2603.geopotential number by the normal gravity value computed on the
 CQ2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2603.degrees latitude (g = 980.6199 gals.).
 CQ2603
 CQ2603.The modeled gravity was interpolated from observed gravity values.
 CQ2603
 CQ2603;                    North         East    Units  Estimated Accuracy
 CQ2603;SPC LA N     -   211,170.    1,046,120.      MT  (+/- 180 meters Scaled)
 CQ2603
 CQ2603                          SUPERSEDED SURVEY CONTROL
 CQ2603
 CQ2603.No superseded survey control is available for this station.
 CQ2603
 CQ2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR931856(NAD 83)
 CQ2603_MARKER: DB = BENCH MARK DISK
 CQ2603_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ2603_SP_SET: BRIDGE ABUTMENT
 CQ2603_STAMPING: A 3204 RESET 1983
 CQ2603_MARK LOGO: NGS   
 CQ2603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2603
 CQ2603  HISTORY     - Date     Condition        Report By
 CQ2603  HISTORY     - 1983     MONUMENTED       LADTD
 CQ2603  HISTORY     - 1990     GOOD             USPSQD
 CQ2603  HISTORY     - 19910423 GOOD             USPSQD
 CQ2603
 CQ2603                          STATION DESCRIPTION
 CQ2603
 CQ2603'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2603'16.1 KM (10 MI) SE FROM MONROE.
 CQ2603'ABOUT 3.2 KM (2 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2603'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG NUTLAND
 CQ2603'ROAD, THENCE 9.7 KM (6 MILES) SOUTHEAST ALONG STATE HIGHWAY 15 IN
 CQ2603'SECTION 1, T 16 N, R 4 E, IN THE TOP OF THE EAST END OF THE NORTH
 CQ2603'CONCRETE ABUTMENT OF THE BRIDGE OVER BAYOU LAFOURCHE, 4.6 METERS (15
 CQ2603'FEET) NORHTEAST OF THE CENTER OF THE HIGHWAY.
 CQ2603'THE MARK IS 0.30 METERS  S FROM  BRIDGE ABUTMENT
 CQ2603'THE MARK IS 0.30 M ABOVE HIGHWAY 15.
 CQ2603
 CQ2603                          STATION RECOVERY (1990)
 CQ2603
 CQ2603'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2603'RECOVERED IN GOOD CONDITION.
 CQ2603
 CQ2603                          STATION RECOVERY (1991)
 CQ2603
 CQ2603'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2405 ***********************************************************************
 CQ2405  DESIGNATION -  A 329
 CQ2405  PID         -  CQ2405
 CQ2405  STATE/COUNTY-  LA/WEBSTER
 CQ2405  USGS QUAD   -  ADA (1986)
 CQ2405
 CQ2405                         *CURRENT SURVEY CONTROL
 CQ2405  ___________________________________________________________________
 CQ2405* NAD 83(1986)-  32 32 11.     (N)    093 14 32.     (W)     SCALED    
 CQ2405* NAVD 88     -        75.08   (+/-2cm)     246.3    (feet)  VERTCON   
 CQ2405  ___________________________________________________________________
 CQ2405  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2405
 CQ2405  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2405
 CQ2405.The horizontal coordinates were scaled from a topographic map and have
 CQ2405.an estimated accuracy of +/- 6 seconds.
 CQ2405
 CQ2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2405.The vertical order pertains to the NGVD 29 superseded value.
 CQ2405
 CQ2405.The geoid height was determined by GEOID03.
 CQ2405
 CQ2405;                    North         East    Units  Estimated Accuracy
 CQ2405;SPC LA N     -   226,030.      930,280.      MT  (+/- 180 meters Scaled)
 CQ2405
 CQ2405                          SUPERSEDED SURVEY CONTROL
 CQ2405
 CQ2405  NGVD 29 (??/??/??)   75.152  (m)          246.56   (f) ADJUSTED    1 1
 CQ2405
 CQ2405.Superseded values are not recommended for survey control.
 CQ2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2405.See file dsdata.txt to determine how the superseded data were derived.
 CQ2405
 CQ2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR772999(NAD 83)
 CQ2405_MARKER: DB = BENCH MARK DISK
 CQ2405_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2405_SP_SET: 25
 CQ2405_STAMPING: A 329 1977
 CQ2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2405
 CQ2405  HISTORY     - Date     Condition        Report By
 CQ2405  HISTORY     - 1977     MONUMENTED       NGS
 CQ2405  HISTORY     - 20000205 GOOD             USPSQD
 CQ2405
 CQ2405                          STATION DESCRIPTION
 CQ2405
 CQ2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2405'AT DUBBERLY.
 CQ2405'AT DUBBERLY, 181 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CQ2405'POST OFFICE, 114 FEET SOUTH OF THE SOUTH RAIL OF THE ILLINOIS
 CQ2405'CENTRAL RAILROAD, 63 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 CQ2405'531, 51 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 531 AND 532,
 CQ2405'15 FEET EAST OF A BRACE POWERLINE POLE AND 15 FEET NORTH OF A
 CQ2405'POWERLINE POLE WITH A STREET LAMP.
 CQ2405
 CQ2405                          STATION RECOVERY (2000)
 CQ2405
 CQ2405'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2422 ***********************************************************************
 CQ2422  DESIGNATION -  A 330
 CQ2422  PID         -  CQ2422
 CQ2422  STATE/COUNTY-  LA/BIENVILLE
 CQ2422  USGS QUAD   -  FRYEBURG (1986)
 CQ2422
 CQ2422                         *CURRENT SURVEY CONTROL
 CQ2422  ___________________________________________________________________
 CQ2422* NAD 83(1986)-  32 27 04.     (N)    093 10 03.     (W)     SCALED    
 CQ2422* NAVD 88     -        62.99   (+/-2cm)     206.7    (feet)  VERTCON   
 CQ2422  ___________________________________________________________________
 CQ2422  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2422
 CQ2422  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2422
 CQ2422.The horizontal coordinates were scaled from a topographic map and have
 CQ2422.an estimated accuracy of +/- 6 seconds.
 CQ2422
 CQ2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2422.The vertical order pertains to the NGVD 29 superseded value.
 CQ2422
 CQ2422.The geoid height was determined by GEOID03.
 CQ2422
 CQ2422;                    North         East    Units  Estimated Accuracy
 CQ2422;SPC LA N     -   216,530.      937,240.      MT  (+/- 180 meters Scaled)
 CQ2422
 CQ2422                          SUPERSEDED SURVEY CONTROL
 CQ2422
 CQ2422  NGVD 29 (??/??/??)   63.065  (m)          206.91   (f) ADJUSTED    1 1
 CQ2422
 CQ2422.Superseded values are not recommended for survey control.
 CQ2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2422.See file dsdata.txt to determine how the superseded data were derived.
 CQ2422
 CQ2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR842904(NAD 83)
 CQ2422_MARKER: DB = BENCH MARK DISK
 CQ2422_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2422+WITH SETTING: INTO GROUND
 CQ2422_SP_SET: 4 FT 5/8 IN ROD
 CQ2422_STAMPING: A 330 1977
 CQ2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2422+STABILITY: SURFACE MOTION
 CQ2422
 CQ2422  HISTORY     - Date     Condition        Report By
 CQ2422  HISTORY     - 1977     MONUMENTED       NGS
 CQ2422
 CQ2422                          STATION DESCRIPTION
 CQ2422
 CQ2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2422'9.4 MI SE FROM DUBBERLY.
 CQ2422'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2422'ERLY, 109 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH PARISH RD
 CQ2422'171, 80 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTHEAST
 CQ2422'OF A JUNCTION POWERLINE POLE WITH A GUY WIRE, 64 FT SOUTH OF THE
 CQ2422'CENTER LINE OF THE ROAD, SOUTH OF AND ACROSS THE ROAD FR THE CENTRAL
 CQ2422'JUNIOR HIGH SCHOOL, DRIVEN TO GRADUAL REFUSAL AT 50 FEET.
 CQ2422'THE BENCH MARK IS ALSO 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 531
 CQ2422'FROM THE POSTOFFICE AT HEFLIN.
 CQ2422'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 50 FT ENCASED
 CQ2422'IN A PIPE PROJECTING +1 INCHES.
 CQ2422'2 FEET ABOVE ROAD
 CQ2422'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1594 ***********************************************************************
 BH1594  DESIGNATION -  A 331
 BH1594  PID         -  BH1594
 BH1594  STATE/COUNTY-  LA/WASHINGTON
 BH1594  USGS QUAD   -  SUN (1983)
 BH1594
 BH1594                         *CURRENT SURVEY CONTROL
 BH1594  ___________________________________________________________________
 BH1594* NAD 83(1986)-  30 41 23.     (N)    089 58 27.     (W)     SCALED    
 BH1594* NAVD 88     -        31.60   (+/-2cm)     103.7    (feet)  VERTCON   
 BH1594  ___________________________________________________________________
 BH1594  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BH1594
 BH1594  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH1594
 BH1594.The horizontal coordinates were scaled from a topographic map and have
 BH1594.an estimated accuracy of +/- 6 seconds.
 BH1594
 BH1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1594.The vertical order pertains to the NGVD 29 superseded value.
 BH1594
 BH1594.The geoid height was determined by GEOID03.
 BH1594
 BH1594;                    North         East    Units  Estimated Accuracy
 BH1594;SPC LA S     -   243,500.    1,130,220.      MT  (+/- 180 meters Scaled)
 BH1594
 BH1594                          SUPERSEDED SURVEY CONTROL
 BH1594
 BH1594  NGVD 29 (??/??/??)   31.684  (m)          103.95   (f) ADJUSTED    2 2
 BH1594
 BH1594.Superseded values are not recommended for survey control.
 BH1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1594.See file dsdata.txt to determine how the superseded data were derived.
 BH1594
 BH1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU150989(NAD 83)
 BH1594_MARKER: DB = BENCH MARK DISK
 BH1594_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BH1594+WITH SETTING: INTO GROUND
 BH1594_SP_SET: COPPER ROD
 BH1594_STAMPING: A 331 1977
 BH1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1594+STABILITY: SURFACE MOTION
 BH1594
 BH1594  HISTORY     - Date     Condition        Report By
 BH1594  HISTORY     - 1977     MONUMENTED       NGS
 BH1594
 BH1594                          STATION DESCRIPTION
 BH1594
 BH1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BH1594'5.1 MI WEST FROM RIO.
 BH1594'1.6 MILES NORTH ALONG CHOCTAW ROAD FROM THE JUNCTION WITH LA. 16,
 BH1594'THENCE EAST ALONG THE GULF MOBILE AND OHIO RAILROAD FOR ONE MILE,
 BH1594'414 FEET EAST OF TRESTLE BRIDGE B-70-00, 29 FEET SOUTH OF SOUTH RAIL
 BH1594'OF TRACK, 9 FEET NORTH OF A 20 INCH PINE, 5.1 MILE WEST OF RIO ALONG
 BH1594'THE GULF, MOBILE AND OHIO RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2466 ***********************************************************************
 CQ2466  DESIGNATION -  A 333
 CQ2466  PID         -  CQ2466
 CQ2466  STATE/COUNTY-  LA/BIENVILLE
 CQ2466  USGS QUAD   -  SALINE (1986)
 CQ2466
 CQ2466                         *CURRENT SURVEY CONTROL
 CQ2466  ___________________________________________________________________
 CQ2466* NAD 83(1986)-  32 13 40.     (N)    092 55 36.     (W)     SCALED    
 CQ2466* NAVD 88     -        58.16   (+/-2cm)     190.8    (feet)  VERTCON   
 CQ2466  ___________________________________________________________________
 CQ2466  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2466
 CQ2466  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2466
 CQ2466.The horizontal coordinates were scaled from a topographic map and have
 CQ2466.an estimated accuracy of +/- 6 seconds.
 CQ2466
 CQ2466.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2466.The vertical order pertains to the NGVD 29 superseded value.
 CQ2466
 CQ2466.The geoid height was determined by GEOID03.
 CQ2466
 CQ2466;                    North         East    Units  Estimated Accuracy
 CQ2466;SPC LA N     -   191,650.      959,790.      MT  (+/- 180 meters Scaled)
 CQ2466
 CQ2466                          SUPERSEDED SURVEY CONTROL
 CQ2466
 CQ2466  NGVD 29 (??/??/??)   58.212  (m)          190.98   (f) ADJUSTED    1 1
 CQ2466
 CQ2466.Superseded values are not recommended for survey control.
 CQ2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2466.See file dsdata.txt to determine how the superseded data were derived.
 CQ2466
 CQ2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR069656(NAD 83)
 CQ2466_MARKER: DB = BENCH MARK DISK
 CQ2466_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2466+WITH SETTING: INTO GROUND
 CQ2466_STAMPING: A 333 1977
 CQ2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2466+STABILITY: SURFACE MOTION
 CQ2466
 CQ2466  HISTORY     - Date     Condition        Report By
 CQ2466  HISTORY     - 1977     MONUMENTED       NGS
 CQ2466
 CQ2466                          STATION DESCRIPTION
 CQ2466
 CQ2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2466'2.8 MI SW FROM FRIENDSHIP.
 CQ2466'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF
 CQ2466'STATE HIGHWAY 501 AT FRIENDLY, 33 FEET NORTHWEST OF THE CENTER LINE
 CQ2466'OF THE HIGHWAY, 5 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2161 ***********************************************************************
 BX2161  DESIGNATION -  A 3358 LAGS
 BX2161  PID         -  BX2161
 BX2161  STATE/COUNTY-  LA/SABINE
 BX2161  USGS QUAD   -  PLEASANT HILL (1989)
 BX2161
 BX2161                         *CURRENT SURVEY CONTROL
 BX2161  ___________________________________________________________________
 BX2161* NAD 83(1986)-  31 48 28.     (N)    093 30 16.     (W)     SCALED    
 BX2161* NAVD 88     -        97.75   (+/-2cm)     320.7    (feet)  VERTCON   
 BX2161  ___________________________________________________________________
 BX2161  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX2161
 BX2161  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2161
 BX2161.The horizontal coordinates were scaled from a topographic map and have
 BX2161.an estimated accuracy of +/- 6 seconds.
 BX2161
 BX2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2161.The vertical order pertains to the NGVD 29 superseded value.
 BX2161
 BX2161.The geoid height was determined by GEOID03.
 BX2161
 BX2161;                    North         East    Units  Estimated Accuracy
 BX2161;SPC LA N     -   145,440.      904,900.      MT  (+/- 180 meters Scaled)
 BX2161
 BX2161                          SUPERSEDED SURVEY CONTROL
 BX2161
 BX2161  NGVD 29 (??/??/??)   97.799  (m)          320.86   (f) ADJUSTED    1 2
 BX2161
 BX2161.Superseded values are not recommended for survey control.
 BX2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2161.See file dsdata.txt to determine how the superseded data were derived.
 BX2161
 BX2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR522192(NAD 83)
 BX2161_MARKER: DD = SURVEY DISK
 BX2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2161_STAMPING: A 3358
 BX2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2161+STABILITY: SURFACE MOTION
 BX2161
 BX2161  HISTORY     - Date     Condition        Report By
 BX2161  HISTORY     - UNK      MONUMENTED       LAGS
 BX2161  HISTORY     - 1938     GOOD             CGS
 BX2161
 BX2161                          STATION DESCRIPTION
 BX2161
 BX2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2161'0.9 MI SE FROM PLEASANT HILL.
 BX2161'ABOUT 0.9 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2161'STATION AT PLEASANT HILL, SABINE PARISH, 16 FEET NORTHWEST OF THE
 BX2161'THIRD POLE SOUTHEAST OF MILEPOST 268, 30 FEET NORTHEAST OF THE CENTER
 BX2161'LINE OF THE MAIN TRACK, AND ABOUT 10 FEET HIGHER THAN THE TRACK.  A
 BX2161'STATE SURVEY STANDARD DISK, STAMPED A 3358 AND SET IN THE TOP OF A
 BX2161'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1801 ***********************************************************************
 BW1801  DESIGNATION -  A 336
 BW1801  PID         -  BW1801
 BW1801  STATE/COUNTY-  LA/CONCORDIA
 BW1801  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1801
 BW1801                         *CURRENT SURVEY CONTROL
 BW1801  ___________________________________________________________________
 BW1801* NAD 83(1986)-  31 09 19.     (N)    091 38 06.     (W)     SCALED    
 BW1801* NAVD 88     -        16.177  (meters)      53.07   (feet)  ADJUSTED  
 BW1801  ___________________________________________________________________
 BW1801  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW1801  DYNAMIC HT  -          16.156 (meters)      53.01  (feet)  COMP
 BW1801  MODELED GRAV-     979,403.4   (mgal)                       NAVD 88
 BW1801  OBS GRAVITY -     979,401.2   (mgal)                       GRAV_OBS
 BW1801
 BW1801  VERT ORDER  -  FIRST     CLASS II
 BW1801
 BW1801.The horizontal coordinates were scaled from a topographic map and have
 BW1801.an estimated accuracy of +/- 6 seconds.
 BW1801
 BW1801.The orthometric height was determined by differential leveling
 BW1801.and adjusted by the National Geodetic Survey in February 1994..
 BW1801
 BW1801.The geoid height was determined by GEOID03.
 BW1801
 BW1801.The dynamic height is computed by dividing the NAVD 88
 BW1801.geopotential number by the normal gravity value computed on the
 BW1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1801.degrees latitude (g = 980.6199 gals.).
 BW1801
 BW1801.The modeled gravity was interpolated from observed gravity values.
 BW1801.The observed gravity was obtained from relative gravimeter ties
 BW1801.to the IGSN71 gravity network.
 BW1801
 BW1801;                    North         East    Units  Estimated Accuracy
 BW1801;SPC LA N     -    72,990.    1,082,480.      MT  (+/- 180 meters Scaled)
 BW1801
 BW1801                          SUPERSEDED SURVEY CONTROL
 BW1801
 BW1801  NAVD 88 (06/15/91)   16.200  (m)           53.15   (f) UNKNOWN     1 2
 BW1801  NGVD 29 (??/??/??)   16.150  (m)           52.99   (f) ADJUSTED    1 2
 BW1801
 BW1801.Superseded values are not recommended for survey control.
 BW1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1801.See file dsdata.txt to determine how the superseded data were derived.
 BW1801
 BW1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ301476(NAD 83)
 BW1801_MARKER: I = METAL ROD
 BW1801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BW1801_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BW1801_STAMPING: A 336 1979
 BW1801_PROJECTION: FLUSH
 BW1801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1801+STABILITY: POSITION/ELEVATION WELL
 BW1801_ROD/PIPE-DEPTH: 10.7 meters
 BW1801_SLEEVE-DEPTH  : 6.10 meters
 BW1801
 BW1801  HISTORY     - Date     Condition        Report By
 BW1801  HISTORY     - 1979     MONUMENTED       NGS
 BW1801
 BW1801                          STATION DESCRIPTION
 BW1801
 BW1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1801'IN BLACK HAWK.
 BW1801'IN BLACK HAWK, 0.1 MILE NORTHWEST ALONG A GRAVEL ROAD LEADING TO THE
 BW1801'BLACK HAWK HUNTING LODGE FROM THE JUNCTION OF STATE HIGHWAY 15, SET
 BW1801'AT THE SOUTH CORNER OF THE HUNTING LODGE FLUSH WITH THE GROUND,
 BW1801'83 FEET NORTH OF POWER POLE 71 WITH A TRANSFORMER, A SECURITY LIGHT,
 BW1801'AND A GUY WIRE, 44 FEET NORTHEAST OF THE CENTER OF THE GRAVEL ROAD,
 BW1801'28 FEET SOUTHEAST OF THE CENTER OF THE FRONT ENTRANCE DOOR TO THE
 BW1801'LODGE, 2.4 FEET SOUTH OF THE SOUTH CORNER OF THE LODGE, THIS MARK
 BW1801'IS A CLASS A JUNCTION MARK.
 BW1801'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1727 ***********************************************************************
 BX1727  DESIGNATION -  A 3360 LAGS
 BX1727  PID         -  BX1727
 BX1727  STATE/COUNTY-  LA/SABINE
 BX1727  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1727
 BX1727                         *CURRENT SURVEY CONTROL
 BX1727  ___________________________________________________________________
 BX1727* NAD 83(1986)-  31 47 12.     (N)    093 29 14.     (W)     SCALED    
 BX1727* NAVD 88     -       115.33   (+/-2cm)     378.4    (feet)  VERTCON   
 BX1727  ___________________________________________________________________
 BX1727  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1727
 BX1727  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1727
 BX1727.The horizontal coordinates were scaled from a topographic map and have
 BX1727.an estimated accuracy of +/- 6 seconds.
 BX1727
 BX1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1727.The vertical order pertains to the NGVD 29 superseded value.
 BX1727
 BX1727.The geoid height was determined by GEOID03.
 BX1727
 BX1727;                    North         East    Units  Estimated Accuracy
 BX1727;SPC LA N     -   143,090.      906,510.      MT  (+/- 180 meters Scaled)
 BX1727
 BX1727                          SUPERSEDED SURVEY CONTROL
 BX1727
 BX1727  NGVD 29 (??/??/??)  115.387  (m)          378.57   (f) ADJUSTED    1 2
 BX1727
 BX1727.Superseded values are not recommended for survey control.
 BX1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1727.See file dsdata.txt to determine how the superseded data were derived.
 BX1727
 BX1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR538168(NAD 83)
 BX1727_MARKER: DD = SURVEY DISK
 BX1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1727_STAMPING: A 3360
 BX1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1727+STABILITY: SURFACE MOTION
 BX1727
 BX1727  HISTORY     - Date     Condition        Report By
 BX1727  HISTORY     - UNK      MONUMENTED       LAGS
 BX1727  HISTORY     - 1936     GOOD             CGS
 BX1727  HISTORY     - 1938     GOOD             CGS
 BX1727  HISTORY     - 19860314 MARK NOT FOUND   USPSQD
 BX1727
 BX1727                          STATION DESCRIPTION
 BX1727
 BX1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1727'2.8 MI SE FROM PLEASANT HILL.
 BX1727'ABOUT 2.8 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1727'STATION AT PLEASANT HILL, SABINE PARISH, ON A HIGH HILL, 58 FEET
 BX1727'EAST-SOUTHEAST OF THE SECOND POLE NORTHWEST OF MILEPOST 266, AND 64
 BX1727'FEET NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK.  A STATE SURVEY
 BX1727'STANDARD DISK, STAMPED A 3360 AND SET IN THE TOP OF A CONCRETE POST.
 BX1727
 BX1727                          STATION RECOVERY (1938)
 BX1727
 BX1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 BX1727'RECOVERED IN GOOD CONDITION.
 BX1727
 BX1727                          STATION RECOVERY (1986)
 BX1727
 BX1727'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1726 ***********************************************************************
 BX1726  DESIGNATION -  A 3362 LAGS
 BX1726  PID         -  BX1726
 BX1726  STATE/COUNTY-  LA/SABINE
 BX1726  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1726
 BX1726                         *CURRENT SURVEY CONTROL
 BX1726  ___________________________________________________________________
 BX1726* NAD 83(1986)-  31 46 27.     (N)    093 28 39.     (W)     SCALED    
 BX1726* NAVD 88     -       106.50   (+/-2cm)     349.4    (feet)  VERTCON   
 BX1726  ___________________________________________________________________
 BX1726  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1726
 BX1726  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1726
 BX1726.The horizontal coordinates were scaled from a topographic map and have
 BX1726.an estimated accuracy of +/- 6 seconds.
 BX1726
 BX1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1726.The vertical order pertains to the NGVD 29 superseded value.
 BX1726
 BX1726.The geoid height was determined by GEOID03.
 BX1726
 BX1726;                    North         East    Units  Estimated Accuracy
 BX1726;SPC LA N     -   141,690.      907,420.      MT  (+/- 180 meters Scaled)
 BX1726
 BX1726                          SUPERSEDED SURVEY CONTROL
 BX1726
 BX1726  NGVD 29 (??/??/??)  106.563  (m)          349.62   (f) ADJUSTED    1 2
 BX1726
 BX1726.Superseded values are not recommended for survey control.
 BX1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1726.See file dsdata.txt to determine how the superseded data were derived.
 BX1726
 BX1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR547155(NAD 83)
 BX1726_MARKER: DD = SURVEY DISK
 BX1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1726_STAMPING: A 3362
 BX1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1726+STABILITY: SURFACE MOTION
 BX1726
 BX1726  HISTORY     - Date     Condition        Report By
 BX1726  HISTORY     - UNK      MONUMENTED       LAGS
 BX1726  HISTORY     - 1936     GOOD             CGS
 BX1726  HISTORY     - 1943     GOOD             CGS
 BX1726  HISTORY     - 19860314 MARK NOT FOUND   USPSQD
 BX1726  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1726  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1726
 BX1726                          STATION DESCRIPTION
 BX1726
 BX1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1726'3.7 MI SE FROM PLEASANT HILL.
 BX1726'ABOUT 3.7 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1726'STATION AT PLEASANT HILL, SABINE PARISH, 106 FEET WEST-NORTHWEST OF
 BX1726'MILEPOST 265, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK,
 BX1726'39 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE
 BX1726'TRACK, AND 25 FEET NORTH OF A CEMENT MARKER POST.  A STATE SURVEY
 BX1726'STANDARD DISK, STAMPED A 3362 AND SET IN THE TOP OF A CONCRETE POST.
 BX1726
 BX1726                          STATION RECOVERY (1943)
 BX1726
 BX1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BX1726'RECOVERED IN GOOD CONDITION.
 BX1726
 BX1726                          STATION RECOVERY (1986)
 BX1726
 BX1726'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX1726'MARK NOT FOUND.
 BX1726
 BX1726                          STATION RECOVERY (2001)
 BX1726
 BX1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1726'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1726
 BX1726                          STATION RECOVERY (2001)
 BX1726
 BX1726'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX1726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1725 ***********************************************************************
 BX1725  DESIGNATION -  A 3364 LAGS
 BX1725  PID         -  BX1725
 BX1725  STATE/COUNTY-  LA/SABINE
 BX1725  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1725
 BX1725                         *CURRENT SURVEY CONTROL
 BX1725  ___________________________________________________________________
 BX1725* NAD 83(1986)-  31 45 58.     (N)    093 28 00.     (W)     SCALED    
 BX1725* NAVD 88     -       107.64   (+/-2cm)     353.1    (feet)  VERTCON   
 BX1725  ___________________________________________________________________
 BX1725  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1725
 BX1725  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1725
 BX1725.The horizontal coordinates were scaled from a topographic map and have
 BX1725.an estimated accuracy of +/- 6 seconds.
 BX1725
 BX1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1725.The vertical order pertains to the NGVD 29 superseded value.
 BX1725
 BX1725.The geoid height was determined by GEOID03.
 BX1725
 BX1725;                    North         East    Units  Estimated Accuracy
 BX1725;SPC LA N     -   140,790.      908,430.      MT  (+/- 180 meters Scaled)
 BX1725
 BX1725                          SUPERSEDED SURVEY CONTROL
 BX1725
 BX1725  NGVD 29 (??/??/??)  107.701  (m)          353.35   (f) ADJUSTED    1 2
 BX1725
 BX1725.Superseded values are not recommended for survey control.
 BX1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1725.See file dsdata.txt to determine how the superseded data were derived.
 BX1725
 BX1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR558146(NAD 83)
 BX1725_MARKER: DD = SURVEY DISK
 BX1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1725_STAMPING: A 3364
 BX1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1725+STABILITY: SURFACE MOTION
 BX1725
 BX1725  HISTORY     - Date     Condition        Report By
 BX1725  HISTORY     - UNK      MONUMENTED       LAGS
 BX1725  HISTORY     - 1936     GOOD             CGS
 BX1725  HISTORY     - 1938     GOOD             CGS
 BX1725  HISTORY     - 19860314 MARK NOT FOUND   USPSQD
 BX1725  HISTORY     - 19860414 MARK NOT FOUND   USPSQD
 BX1725  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1725
 BX1725                          STATION DESCRIPTION
 BX1725
 BX1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1725'4.6 MI SE FROM PLEASANT HILL.
 BX1725'ABOUT 4.6 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1725'STATION AT PLEASANT HILL, SABINE PARISH, 124 FEET SOUTHEAST OF THE
 BX1725'FIFTH POLE NORTHWEST OF MILEPOST 264, 32 FEET NORTHWEST OF THE FOURTH
 BX1725'POLE NORTHWEST OF THE MILEPOST, AND 52 FEET NORTHEAST OF THE CENTER
 BX1725'LINE OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED A 3364
 BX1725'AND SET IN THE TOP OF A CONCRETE POST.
 BX1725
 BX1725                          STATION RECOVERY (1938)
 BX1725
 BX1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 BX1725'RECOVERED IN GOOD CONDITION.
 BX1725
 BX1725                          STATION RECOVERY (1986)
 BX1725
 BX1725'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX1725'MARK NOT FOUND.
 BX1725
 BX1725                          STATION RECOVERY (1986)
 BX1725
 BX1725'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX1725'MARK NOT FOUND.
 BX1725
 BX1725                          STATION RECOVERY (2001)
 BX1725
 BX1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1725'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1841 ***********************************************************************
 BW1841  DESIGNATION -  A 337
 BW1841  PID         -  BW1841
 BW1841  STATE/COUNTY-  LA/CONCORDIA
 BW1841  USGS QUAD   -  NATCHEZ (1976)
 BW1841
 BW1841                         *CURRENT SURVEY CONTROL
 BW1841  ___________________________________________________________________
 BW1841* NAD 83(1986)-  31 32 53.     (N)    091 27 47.     (W)     SCALED    
 BW1841* NAVD 88     -        19.130  (meters)      62.76   (feet)  ADJUSTED  
 BW1841  ___________________________________________________________________
 BW1841  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW1841  DYNAMIC HT  -          19.107 (meters)      62.69  (feet)  COMP
 BW1841  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 BW1841
 BW1841  VERT ORDER  -  FIRST     CLASS II
 BW1841
 BW1841.The horizontal coordinates were scaled from a topographic map and have
 BW1841.an estimated accuracy of +/- 6 seconds.
 BW1841
 BW1841.The orthometric height was determined by differential leveling
 BW1841.and adjusted by the National Geodetic Survey in February 1994..
 BW1841
 BW1841.The geoid height was determined by GEOID03.
 BW1841
 BW1841.The dynamic height is computed by dividing the NAVD 88
 BW1841.geopotential number by the normal gravity value computed on the
 BW1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1841.degrees latitude (g = 980.6199 gals.).
 BW1841
 BW1841.The modeled gravity was interpolated from observed gravity values.
 BW1841
 BW1841;                    North         East    Units  Estimated Accuracy
 BW1841;SPC LA N     -   116,680.    1,098,450.      MT  (+/- 180 meters Scaled)
 BW1841
 BW1841                          SUPERSEDED SURVEY CONTROL
 BW1841
 BW1841  NAVD 88 (06/15/91)   19.148  (m)           62.82   (f) UNKNOWN     1 2
 BW1841  NGVD 29 (??/??/??)   19.126  (m)           62.75   (f) ADJUSTED    1 2
 BW1841
 BW1841.Superseded values are not recommended for survey control.
 BW1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1841.See file dsdata.txt to determine how the superseded data were derived.
 BW1841
 BW1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ458913(NAD 83)
 BW1841_MARKER: DD = SURVEY DISK
 BW1841_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1841_SP_SET: COPPER-CLAD STEEL ROD
 BW1841_STAMPING: A 337 1979
 BW1841_PROJECTION: PROJECTING 8 CENTIMETERS
 BW1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1841_ROD/PIPE-DEPTH: 19.5 meters
 BW1841
 BW1841  HISTORY     - Date     Condition        Report By
 BW1841  HISTORY     - 1979     MONUMENTED       NGS
 BW1841
 BW1841                          STATION DESCRIPTION
 BW1841
 BW1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1841'2.55 MI SW FROM VIDALIA.
 BW1841'2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF
 BW1841'US HIGHWAY 65 AND 84 IN VIDILIA TO THE MARK ON THE RIGHT, SET ON
 BW1841'THE WEST OF A 48-INCH PECAN TREE, 0.05 MILE SOUTHWEST OF THE AFTER
 BW1841'SUNDOWN NIGHT CLUB, 73.3 FEET SOUTH OF A POWER POLE WITH A SECURITY
 BW1841'LIGHT AND 2 TRANSFORMERS, 68 FEET SOUTHEAST OF A SOUTH CORNER OF A
 BW1841'HOUSE TRAILER, 42 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 131.
 BW1841'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 BW1841'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2276 ***********************************************************************
 CP2276  DESIGNATION -  A 338
 CP2276  PID         -  CP2276
 CP2276  STATE/COUNTY-  LA/TENSAS
 CP2276  USGS QUAD   -  NEWELLTON (1994)
 CP2276
 CP2276                         *CURRENT SURVEY CONTROL
 CP2276  ___________________________________________________________________
 CP2276* NAD 83(1986)-  32 00 17.     (N)    091 09 54.     (W)     SCALED    
 CP2276* NAVD 88     -        29.881  (meters)      98.03   (feet)  ADJUSTED  
 CP2276  ___________________________________________________________________
 CP2276  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2276  DYNAMIC HT  -          29.846 (meters)      97.92  (feet)  COMP
 CP2276  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 CP2276
 CP2276  VERT ORDER  -  FIRST     CLASS II
 CP2276
 CP2276.The horizontal coordinates were scaled from a topographic map and have
 CP2276.an estimated accuracy of +/- 6 seconds.
 CP2276
 CP2276.The orthometric height was determined by differential leveling
 CP2276.and adjusted by the National Geodetic Survey in February 1994..
 CP2276
 CP2276.The geoid height was determined by GEOID03.
 CP2276
 CP2276.The dynamic height is computed by dividing the NAVD 88
 CP2276.geopotential number by the normal gravity value computed on the
 CP2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2276.degrees latitude (g = 980.6199 gals.).
 CP2276
 CP2276.The modeled gravity was interpolated from observed gravity values.
 CP2276
 CP2276;                    North         East    Units  Estimated Accuracy
 CP2276;SPC LA N     -   167,610.    1,126,130.      MT  (+/- 180 meters Scaled)
 CP2276
 CP2276                          SUPERSEDED SURVEY CONTROL
 CP2276
 CP2276  NAVD 88 (06/15/91)   29.889  (m)           98.06   (f) UNKNOWN     1 2
 CP2276  NGVD 29 (??/??/??)   29.899  (m)           98.09   (f) ADJUSTED    1 2
 CP2276
 CP2276.Superseded values are not recommended for survey control.
 CP2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2276.See file dsdata.txt to determine how the superseded data were derived.
 CP2276
 CP2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR733424(NAD 83)
 CP2276_MARKER: DB = BENCH MARK DISK
 CP2276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2276_SP_SET: STAINLESS STEEL ROD
 CP2276_STAMPING: A 338 1979
 CP2276_PROJECTION: RECESSED 5 CENTIMETERS
 CP2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2276_ROD/PIPE-DEPTH: 9.14 meters
 CP2276
 CP2276  HISTORY     - Date     Condition        Report By
 CP2276  HISTORY     - 1979     MONUMENTED       NGS
 CP2276
 CP2276                          STATION DESCRIPTION
 CP2276
 CP2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2276'9.55 MI NE FROM ST JOSEPH.
 CP2276'9.55 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE
 CP2276'FROM THE JUNCTION OF WHASHINGTON STREET IN ST JOSEPH, TO THE MARK
 CP2276'ON THE LEFT SET ON THE SOUTHWEST SIDE OF LEVEE STATION MARKER 5500,
 CP2276'0.1 MILE NORTHEAST OF THE CENTER OF A Y-JUNCTION A ROAD LEADING
 CP2276'SOUTHEAST AND SEPARATING TWO SMALL LAKES, 21 FEET NORTHWEST
 CP2276'OF THE CENTER OF THE ROAD, AND 1 FOOT SOUTHWEST OF LEVEE
 CP2276'STATION MARKER 5000.
 CP2276'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CP2276'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1846 ***********************************************************************
 BW1846  DESIGNATION -  A 339
 BW1846  PID         -  BW1846
 BW1846  STATE/COUNTY-  LA/CONCORDIA
 BW1846  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1846
 BW1846                         *CURRENT SURVEY CONTROL
 BW1846  ___________________________________________________________________
 BW1846* NAD 83(1986)-  31 37 47.     (N)    091 33 10.     (W)     SCALED    
 BW1846* NAVD 88     -        17.989  (meters)      59.02   (feet)  ADJUSTED  
 BW1846  ___________________________________________________________________
 BW1846  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1846  DYNAMIC HT  -          17.968 (meters)      58.95  (feet)  COMP
 BW1846  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 BW1846
 BW1846  VERT ORDER  -  FIRST     CLASS II
 BW1846
 BW1846.The horizontal coordinates were scaled from a topographic map and have
 BW1846.an estimated accuracy of +/- 6 seconds.
 BW1846
 BW1846.The orthometric height was determined by differential leveling
 BW1846.and adjusted by the National Geodetic Survey in February 1994..
 BW1846
 BW1846.The geoid height was determined by GEOID03.
 BW1846
 BW1846.The dynamic height is computed by dividing the NAVD 88
 BW1846.geopotential number by the normal gravity value computed on the
 BW1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1846.degrees latitude (g = 980.6199 gals.).
 BW1846
 BW1846.The modeled gravity was interpolated from observed gravity values.
 BW1846
 BW1846;                    North         East    Units  Estimated Accuracy
 BW1846;SPC LA N     -   125,650.    1,089,860.      MT  (+/- 180 meters Scaled)
 BW1846
 BW1846                          SUPERSEDED SURVEY CONTROL
 BW1846
 BW1846  NAVD 88 (06/15/91)   18.006  (m)           59.07   (f) UNKNOWN     1 2
 BW1846  NGVD 29 (??/??/??)   17.990  (m)           59.02   (f) ADJUSTED    1 2
 BW1846
 BW1846.Superseded values are not recommended for survey control.
 BW1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1846.See file dsdata.txt to determine how the superseded data were derived.
 BW1846
 BW1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR372003(NAD 83)
 BW1846_MARKER: I = METAL ROD
 BW1846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BW1846_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BW1846_STAMPING: A 339 1980
 BW1846_PROJECTION: RECESSED 5 CENTIMETERS
 BW1846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1846+STABILITY: POSITION/ELEVATION WELL
 BW1846_ROD/PIPE-DEPTH: 8.84 meters
 BW1846_SLEEVE-DEPTH  : 6.10 meters
 BW1846
 BW1846  HISTORY     - Date     Condition        Report By
 BW1846  HISTORY     - 1979     MONUMENTED       NGS
 BW1846  HISTORY     - 1981     GOOD             LADTD
 BW1846
 BW1846                          STATION DESCRIPTION
 BW1846
 BW1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1846'000
 BW1846'IN FERRIDAY, AT THE POST OFFICE, 218 LOUISIANA AVE, 24 FEET EAST OF
 BW1846'THE CENTER OF THE STEPS LEADING TO THE MAIN ENTRANCE TO THE POST
 BW1846'OFFICE, 19 FEET SOUTH OF THE SOUTH CURB OF LOUISIANA AVE, 10.5 FEET
 BW1846'NORTHWEST OF THE NORTHEAST CORNER OF THE POST OFFICE, AND 9.4 FEET
 BW1846'WEST OF A METAL FLAG POLE.
 BW1846'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 BW1846
 BW1846                          STATION RECOVERY (1981)
 BW1846
 BW1846'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1846'IN FERRIDAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1650 ***********************************************************************
 BX1650  DESIGNATION -  A 3405 LAGS
 BX1650  PID         -  BX1650
 BX1650  STATE/COUNTY-  LA/GRANT
 BX1650  USGS QUAD   -  WILLIANA (1985)
 BX1650
 BX1650                         *CURRENT SURVEY CONTROL
 BX1650  ___________________________________________________________________
 BX1650* NAD 83(1986)-  31 44 24.     (N)    092 34 27.     (W)     SCALED    
 BX1650* NAVD 88     -        55.48   (+/-2cm)     182.0    (feet)  VERTCON   
 BX1650  ___________________________________________________________________
 BX1650  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1650
 BX1650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1650
 BX1650.The horizontal coordinates were scaled from a topographic map and have
 BX1650.an estimated accuracy of +/- 6 seconds.
 BX1650
 BX1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1650.The vertical order pertains to the NGVD 29 superseded value.
 BX1650
 BX1650.The geoid height was determined by GEOID03.
 BX1650
 BX1650;                    North         East    Units  Estimated Accuracy
 BX1650;SPC LA N     -   137,490.      992,970.      MT  (+/- 180 meters Scaled)
 BX1650
 BX1650                          SUPERSEDED SURVEY CONTROL
 BX1650
 BX1650  NGVD 29 (??/??/??)   55.486  (m)          182.04   (f) ADJUSTED    2 0
 BX1650
 BX1650.Superseded values are not recommended for survey control.
 BX1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1650.See file dsdata.txt to determine how the superseded data were derived.
 BX1650
 BX1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR403116(NAD 83)
 BX1650_MARKER: DD = SURVEY DISK
 BX1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1650_STAMPING: A 3405
 BX1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1650+STABILITY: SURFACE MOTION
 BX1650
 BX1650  HISTORY     - Date     Condition        Report By
 BX1650  HISTORY     - UNK      MONUMENTED       LAGS
 BX1650  HISTORY     - 1949     GOOD             CGS
 BX1650
 BX1650                          STATION DESCRIPTION
 BX1650
 BX1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1650'3.9 MI SW FROM PACKTON.
 BX1650'0.15 MILE WEST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1650'RAILROAD STATION AT PACKTON, THENCE 3.75 MILES SOUTH ALONG U.S.
 BX1650'HIGHWAY 167, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET
 BX1650'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 14.0 FEET SOUTHEAST
 BX1650'OF A TELEPHONE POLE, 2.0 FEET WEST OF A WITNESS POST, SET IN THE TOP
 BX1650'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1496 ***********************************************************************
 BX1496  DESIGNATION -  A 3414 LAGS
 BX1496  PID         -  BX1496
 BX1496  STATE/COUNTY-  LA/WINN
 BX1496  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1496
 BX1496                         *CURRENT SURVEY CONTROL
 BX1496  ___________________________________________________________________
 BX1496* NAD 83(1986)-  31 55 36.     (N)    092 39 11.     (W)     SCALED    
 BX1496* NAVD 88     -        52.40   (+/-2cm)     171.9    (feet)  VERTCON   
 BX1496  ___________________________________________________________________
 BX1496  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1496
 BX1496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1496
 BX1496.The horizontal coordinates were scaled from a topographic map and have
 BX1496.an estimated accuracy of +/- 6 seconds.
 BX1496
 BX1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1496.The vertical order pertains to the NGVD 29 superseded value.
 BX1496
 BX1496.The geoid height was determined by GEOID03.
 BX1496
 BX1496;                    North         East    Units  Estimated Accuracy
 BX1496;SPC LA N     -   158,190.      985,530.      MT  (+/- 180 meters Scaled)
 BX1496
 BX1496                          SUPERSEDED SURVEY CONTROL
 BX1496
 BX1496  NGVD 29 (??/??/??)   52.432  (m)          172.02   (f) ADJUSTED    2 0
 BX1496
 BX1496.Superseded values are not recommended for survey control.
 BX1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1496.See file dsdata.txt to determine how the superseded data were derived.
 BX1496
 BX1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR327323(NAD 83)
 BX1496_MARKER: DD = SURVEY DISK
 BX1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1496_STAMPING: A 3414
 BX1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1496+STABILITY: SURFACE MOTION
 BX1496
 BX1496  HISTORY     - Date     Condition        Report By
 BX1496  HISTORY     - UNK      MONUMENTED       LAGS
 BX1496  HISTORY     - 1949     GOOD             CGS
 BX1496  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1496
 BX1496                          STATION DESCRIPTION
 BX1496
 BX1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1496'0.95 MI NW FROM WINNFIELD.
 BX1496'0.85 MILE WEST ALONG U.S. HIGHWAYS 84 AND 167 FROM THE POST OFFICE AT
 BX1496'WINNFIELD, THENCE 0.1 MILE NORTH ALONG U.S. HIGHWAY 167, IN THE
 BX1496'SOUTHEAST PART OF A PRIVATE LAWN, 19 FEET SOUTH OF THE CENTER LINE OF
 BX1496'A PRIVATE DRIVE, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5.5
 BX1496'FEET SOUTHWEST OF A POWER POLE, 3.8 FEET NORTHEAST OF A WITNESS POST,
 BX1496'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 BX1496'GROUND.
 BX1496
 BX1496                          STATION RECOVERY (1981)
 BX1496
 BX1496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1497 ***********************************************************************
 BX1497  DESIGNATION -  A 3415 LAGS
 BX1497  PID         -  BX1497
 BX1497  STATE/COUNTY-  LA/WINN
 BX1497  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1497
 BX1497                         *CURRENT SURVEY CONTROL
 BX1497  ___________________________________________________________________
 BX1497* NAD 83(1986)-  31 56 02.     (N)    092 39 11.     (W)     SCALED    
 BX1497* NAVD 88     -        45.53   (+/-2cm)     149.4    (feet)  VERTCON   
 BX1497  ___________________________________________________________________
 BX1497  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1497
 BX1497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1497
 BX1497.The horizontal coordinates were scaled from a topographic map and have
 BX1497.an estimated accuracy of +/- 6 seconds.
 BX1497
 BX1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1497.The vertical order pertains to the NGVD 29 superseded value.
 BX1497
 BX1497.The geoid height was determined by GEOID03.
 BX1497
 BX1497;                    North         East    Units  Estimated Accuracy
 BX1497;SPC LA N     -   158,990.      985,530.      MT  (+/- 180 meters Scaled)
 BX1497
 BX1497                          SUPERSEDED SURVEY CONTROL
 BX1497
 BX1497  NGVD 29 (??/??/??)   45.561  (m)          149.48   (f) ADJUSTED    2 0
 BX1497
 BX1497.Superseded values are not recommended for survey control.
 BX1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1497.See file dsdata.txt to determine how the superseded data were derived.
 BX1497
 BX1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR327331(NAD 83)
 BX1497_MARKER: DD = SURVEY DISK
 BX1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1497_STAMPING: A 3415
 BX1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1497+STABILITY: SURFACE MOTION
 BX1497
 BX1497  HISTORY     - Date     Condition        Report By
 BX1497  HISTORY     - UNK      MONUMENTED       LAGS
 BX1497  HISTORY     - 1949     GOOD             CGS
 BX1497  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1497
 BX1497                          STATION DESCRIPTION
 BX1497
 BX1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1497'1.5 MI NW FROM WINNFIELD.
 BX1497'0.85 MILE WEST ALONG U.S. HIGHWAYS 84 AND 167 FROM THE POST OFFICE AT
 BX1497'WINNFIELD, THENCE 0.65 MILE NORTH ALONG U.S. HIGHWAY 167, IN THE YARD
 BX1497'OF A PRIVATE DWELLING, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BX1497'81 FEET NORTH OF THE CENTER OF A CATTLE GUARD WHICH IS IN A PRIVATE
 BX1497'DRIVEWAY, 10 FEET SOUTHWEST OF THE MOST SOUTHWESTERLY ONE OF FOUR
 BX1497'LARGE OAK TREES WHICH ARE IN THE YARD, 2 FEET EAST OF A WHITE WOODEN
 BX1497'FENCE, 4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1497'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 BX1497
 BX1497                          STATION RECOVERY (1981)
 BX1497
 BX1497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1498 ***********************************************************************
 BX1498  DESIGNATION -  A 3417 LAGS
 BX1498  PID         -  BX1498
 BX1498  STATE/COUNTY-  LA/WINN
 BX1498  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1498
 BX1498                         *CURRENT SURVEY CONTROL
 BX1498  ___________________________________________________________________
 BX1498* NAD 83(1986)-  31 56 42.     (N)    092 39 12.     (W)     SCALED    
 BX1498* NAVD 88     -        34.28   (+/-2cm)     112.5    (feet)  VERTCON   
 BX1498  ___________________________________________________________________
 BX1498  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX1498
 BX1498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1498
 BX1498.The horizontal coordinates were scaled from a topographic map and have
 BX1498.an estimated accuracy of +/- 6 seconds.
 BX1498
 BX1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1498.The vertical order pertains to the NGVD 29 superseded value.
 BX1498
 BX1498.The geoid height was determined by GEOID03.
 BX1498
 BX1498;                    North         East    Units  Estimated Accuracy
 BX1498;SPC LA N     -   160,220.      985,500.      MT  (+/- 180 meters Scaled)
 BX1498
 BX1498                          SUPERSEDED SURVEY CONTROL
 BX1498
 BX1498  NGVD 29 (??/??/??)   34.311  (m)          112.57   (f) ADJUSTED    2 0
 BX1498
 BX1498.Superseded values are not recommended for survey control.
 BX1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1498.See file dsdata.txt to determine how the superseded data were derived.
 BX1498
 BX1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR327343(NAD 83)
 BX1498_MARKER: DD = SURVEY DISK
 BX1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1498_STAMPING: A 3417
 BX1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1498+STABILITY: SURFACE MOTION
 BX1498
 BX1498  HISTORY     - Date     Condition        Report By
 BX1498  HISTORY     - UNK      MONUMENTED       LAGS
 BX1498  HISTORY     - 1949     GOOD             CGS
 BX1498  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1498
 BX1498                          STATION DESCRIPTION
 BX1498
 BX1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1498'2.2 MI NW FROM WINNFIELD.
 BX1498'0.85 MILE WEST ALONG STATE HIGHWAYS 84 AND 167 FROM THE POST OFFICE AT
 BX1498'WINNFIELD, THENCE 1.35 MILES NORTH ALONG U.S. HIGHWAY 167, 43 FEET
 BX1498'EAST OF THE CENTER LINE OF THE HIGHWAY, 80.5 FEET SOUTH OF A POWER
 BX1498'POLE, 85 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD WHICH LEADS TO
 BX1498'A GARBAGE DUMP, 5.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BX1498'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 BX1498
 BX1498                          STATION RECOVERY (1981)
 BX1498
 BX1498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1465 ***********************************************************************
 BX1465  DESIGNATION -  A 3466 LAGS
 BX1465  PID         -  BX1465
 BX1465  STATE/COUNTY-  LA/WINN
 BX1465  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1465
 BX1465                         *CURRENT SURVEY CONTROL
 BX1465  ___________________________________________________________________
 BX1465* NAD 83(1986)-  31 54 50.     (N)    092 38 31.     (W)     SCALED    
 BX1465* NAVD 88     -        41.70   (+/-2cm)     136.8    (feet)  VERTCON   
 BX1465  ___________________________________________________________________
 BX1465  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1465
 BX1465  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1465
 BX1465.The horizontal coordinates were scaled from a topographic map and have
 BX1465.an estimated accuracy of +/- 6 seconds.
 BX1465
 BX1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1465.The vertical order pertains to the NGVD 29 superseded value.
 BX1465
 BX1465.The geoid height was determined by GEOID03.
 BX1465
 BX1465;                    North         East    Units  Estimated Accuracy
 BX1465;SPC LA N     -   156,770.      986,580.      MT  (+/- 180 meters Scaled)
 BX1465
 BX1465                          SUPERSEDED SURVEY CONTROL
 BX1465
 BX1465  NGVD 29 (??/??/??)   41.723  (m)          136.89   (f) ADJUSTED    1 2
 BX1465
 BX1465.Superseded values are not recommended for survey control.
 BX1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1465.See file dsdata.txt to determine how the superseded data were derived.
 BX1465
 BX1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR338309(NAD 83)
 BX1465_MARKER: DD = SURVEY DISK
 BX1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1465_STAMPING: A 3466
 BX1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1465+STABILITY: SURFACE MOTION
 BX1465
 BX1465  HISTORY     - Date     Condition        Report By
 BX1465  HISTORY     - UNK      MONUMENTED       LAGS
 BX1465  HISTORY     - 1949     GOOD             CGS
 BX1465
 BX1465                          STATION DESCRIPTION
 BX1465
 BX1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1465'0.4 MI SW FROM WINNFIELD.
 BX1465'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE LOUISIANA AND
 BX1465'ARKANSAS RAILROAD STATION AT WINNFIELD, 61 FEET EAST OF THE CENTER
 BX1465'LINE OF THE HIGHWAY, 29.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BX1465'HOUSE BELONGING TO C.L. VARLENS, 22 FEET NORTH OF THE CENTER LINE OF A
 BX1465'PRIVATE DRIVEWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BX1465'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1461 ***********************************************************************
 BX1461  DESIGNATION -  A 3470 LAGS
 BX1461  PID         -  BX1461
 BX1461  STATE/COUNTY-  LA/WINN
 BX1461  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1461
 BX1461                         *CURRENT SURVEY CONTROL
 BX1461  ___________________________________________________________________
 BX1461* NAD 83(1986)-  31 54 01.     (N)    092 39 31.     (W)     SCALED    
 BX1461* NAVD 88     -        59.89   (+/-2cm)     196.5    (feet)  VERTCON   
 BX1461  ___________________________________________________________________
 BX1461  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1461
 BX1461  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1461
 BX1461.The horizontal coordinates were scaled from a topographic map and have
 BX1461.an estimated accuracy of +/- 6 seconds.
 BX1461
 BX1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1461.The vertical order pertains to the NGVD 29 superseded value.
 BX1461
 BX1461.The geoid height was determined by GEOID03.
 BX1461
 BX1461;                    North         East    Units  Estimated Accuracy
 BX1461;SPC LA N     -   155,270.      985,000.      MT  (+/- 180 meters Scaled)
 BX1461
 BX1461                          SUPERSEDED SURVEY CONTROL
 BX1461
 BX1461  NGVD 29 (??/??/??)   59.917  (m)          196.58   (f) ADJUSTED    1 2
 BX1461
 BX1461.Superseded values are not recommended for survey control.
 BX1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1461.See file dsdata.txt to determine how the superseded data were derived.
 BX1461
 BX1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR322294(NAD 83)
 BX1461_MARKER: DD = SURVEY DISK
 BX1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1461_STAMPING: A 3470
 BX1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1461+STABILITY: SURFACE MOTION
 BX1461
 BX1461  HISTORY     - Date     Condition        Report By
 BX1461  HISTORY     - UNK      MONUMENTED       LAGS
 BX1461  HISTORY     - 1949     GOOD             CGS
 BX1461
 BX1461                          STATION DESCRIPTION
 BX1461
 BX1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1461'1.75 MI SW FROM WINNFIELD.
 BX1461'1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE LOUISIANA AND
 BX1461'ARKANSAS RAILROAD STATION AT WINNFIELD, 52 FEET NORTHWEST OF THE
 BX1461'CENTER LINE OF THE HIGHWAY, 50.0 FEET SOUTHWEST OF A POWER POLE, 2.3
 BX1461'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX1461'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1462 ***********************************************************************
 BX1462  DESIGNATION -  A 3470 LAGS RESET 1974
 BX1462  PID         -  BX1462
 BX1462  STATE/COUNTY-  LA/WINN
 BX1462  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1462
 BX1462                         *CURRENT SURVEY CONTROL
 BX1462  ___________________________________________________________________
 BX1462* NAD 83(1986)-  31 54 00.     (N)    092 39 31.     (W)     SCALED    
 BX1462* NAVD 88     -        60.15   (+/-2cm)     197.3    (feet)  VERTCON   
 BX1462  ___________________________________________________________________
 BX1462  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1462
 BX1462  VERT ORDER  -  THIRD (See Below)
 BX1462
 BX1462.The horizontal coordinates were scaled from a topographic map and have
 BX1462.an estimated accuracy of +/- 6 seconds.
 BX1462
 BX1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1462.The vertical order pertains to the NGVD 29 superseded value.
 BX1462
 BX1462.The geoid height was determined by GEOID03.
 BX1462
 BX1462;                    North         East    Units  Estimated Accuracy
 BX1462;SPC LA N     -   155,240.      985,000.      MT  (+/- 180 meters Scaled)
 BX1462
 BX1462                          SUPERSEDED SURVEY CONTROL
 BX1462
 BX1462  NGVD 29 (??/??/??)   60.18   (m)          197.4    (f) RESET       3  
 BX1462
 BX1462.Superseded values are not recommended for survey control.
 BX1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1462.See file dsdata.txt to determine how the superseded data were derived.
 BX1462
 BX1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR322294(NAD 83)
 BX1462_MARKER: DD = SURVEY DISK
 BX1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1462_STAMPING: A 3470 RESET 1974
 BX1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1462+STABILITY: SURFACE MOTION
 BX1462
 BX1462  HISTORY     - Date     Condition        Report By
 BX1462  HISTORY     - 1974     MONUMENTED       NGS
 BX1462
 BX1462                          STATION DESCRIPTION
 BX1462
 BX1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BX1462'1.75 MI SW FROM WINNFIELD.
 BX1462'LOCATED ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE
 BX1462'LOUISIANA AND ARKANSAS STATION IN WINNFIELD, IN THE SOUTHWEST ANGLE OF
 BX1462'A ROAD LEADING NORTHWEST, 56 FEET WEST OF THE CENTER OF THE HIGHWAY,
 BX1462'106 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE METAL BUILDING,
 BX1462'106 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE TIN BUILDING,
 BX1462'145 FEET SOUTH OF THE CENTER OF THE ROAD LEADING NORTHWEST AND 1 FOOT
 BX1462'WEST OF A METAL WITNESS POST.  IT IS A LOUISIANA GEODETIC SURVEY DISK
 BX1462'STAMPED A 3470 RESET 1974 PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1458 ***********************************************************************
 BX1458  DESIGNATION -  A 3476 LAGS
 BX1458  PID         -  BX1458
 BX1458  STATE/COUNTY-  LA/WINN
 BX1458  USGS QUAD   -  ATLANTA (1984)
 BX1458
 BX1458                         *CURRENT SURVEY CONTROL
 BX1458  ___________________________________________________________________
 BX1458* NAD 83(1986)-  31 52 29.     (N)    092 40 33.     (W)     SCALED    
 BX1458* NAVD 88     -        72.40   (+/-2cm)     237.5    (feet)  VERTCON   
 BX1458  ___________________________________________________________________
 BX1458  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1458
 BX1458  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1458
 BX1458.The horizontal coordinates were scaled from a topographic map and have
 BX1458.an estimated accuracy of +/- 6 seconds.
 BX1458
 BX1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1458.The vertical order pertains to the NGVD 29 superseded value.
 BX1458
 BX1458.The geoid height was determined by GEOID03.
 BX1458
 BX1458;                    North         East    Units  Estimated Accuracy
 BX1458;SPC LA N     -   152,440.      983,360.      MT  (+/- 180 meters Scaled)
 BX1458
 BX1458                          SUPERSEDED SURVEY CONTROL
 BX1458
 BX1458  NGVD 29 (??/??/??)   72.420  (m)          237.60   (f) ADJUSTED    1 2
 BX1458
 BX1458.Superseded values are not recommended for survey control.
 BX1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1458.See file dsdata.txt to determine how the superseded data were derived.
 BX1458
 BX1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR306265(NAD 83)
 BX1458_MARKER: DD = SURVEY DISK
 BX1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1458_STAMPING: A 3476
 BX1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1458+STABILITY: SURFACE MOTION
 BX1458
 BX1458  HISTORY     - Date     Condition        Report By
 BX1458  HISTORY     - UNK      MONUMENTED       LAGS
 BX1458  HISTORY     - 1974     GOOD             NGS
 BX1458  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1458
 BX1458                          STATION DESCRIPTION
 BX1458
 BX1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BX1458'3.8 MI SW FROM WINNFIELD.
 BX1458'LOCATED 3.8 MILES SOUTHWEST ALONG LOUISIANA STATE HIGHWAY 34 FROM THE
 BX1458'LOUISIANA AND ARKANSAS RAILROAD STATION AT WINNFIELD, IN A PINE
 BX1458'THICKET IN THE SOUTHWEST ANGLE OF THE HIGHWAY AND A ROAD LEADING
 BX1458'NORTH.  IT IS 116 FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 87
 BX1458'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 34, 10 FEET SOUTHWEST OF
 BX1458'A CONCRETE LGS WITNESS POST AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BX1458'POST.  IT IS A LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A
 BX1458'CONCRETE POST FLUSH WITH THE GROUND.
 BX1458
 BX1458                          STATION RECOVERY (1981)
 BX1458
 BX1458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1456 ***********************************************************************
 BX1456  DESIGNATION -  A 3477 LAGS
 BX1456  PID         -  BX1456
 BX1456  STATE/COUNTY-  LA/WINN
 BX1456  USGS QUAD   -  ATLANTA (1984)
 BX1456
 BX1456                         *CURRENT SURVEY CONTROL
 BX1456  ___________________________________________________________________
 BX1456* NAD 83(1986)-  31 52 13.     (N)    092 40 48.     (W)     SCALED    
 BX1456* NAVD 88     -        72.08   (+/-2cm)     236.5    (feet)  VERTCON   
 BX1456  ___________________________________________________________________
 BX1456  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1456
 BX1456  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1456
 BX1456.The horizontal coordinates were scaled from a topographic map and have
 BX1456.an estimated accuracy of +/- 6 seconds.
 BX1456
 BX1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1456.The vertical order pertains to the NGVD 29 superseded value.
 BX1456
 BX1456.The geoid height was determined by GEOID03.
 BX1456
 BX1456;                    North         East    Units  Estimated Accuracy
 BX1456;SPC LA N     -   151,940.      982,970.      MT  (+/- 180 meters Scaled)
 BX1456
 BX1456                          SUPERSEDED SURVEY CONTROL
 BX1456
 BX1456  NGVD 29 (??/??/??)   72.103  (m)          236.56   (f) ADJUSTED    1 2
 BX1456
 BX1456.Superseded values are not recommended for survey control.
 BX1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1456.See file dsdata.txt to determine how the superseded data were derived.
 BX1456
 BX1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR302261(NAD 83)
 BX1456_MARKER: DD = SURVEY DISK
 BX1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1456_STAMPING: A 3477
 BX1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1456+STABILITY: SURFACE MOTION
 BX1456
 BX1456  HISTORY     - Date     Condition        Report By
 BX1456  HISTORY     - UNK      MONUMENTED       LAGS
 BX1456  HISTORY     - 1949     GOOD             CGS
 BX1456
 BX1456                          STATION DESCRIPTION
 BX1456
 BX1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1456'4.1 MI SW FROM WINNFIELD.
 BX1456'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE LOUISIANA AND
 BX1456'ARKANSAS RAILROAD STATION AT WINNFIELD, 73 FEET NORTHWEST OF THE
 BX1456'CENTER LINE OF THE HIGHWAY, 51 FEET SOUTHWEST OF THE CENTER LINE OF A
 BX1456'ROAD LEADING NORTHWEST, 7.0 FEET NORTHWEST OF A WITNESS POST, SET IN
 BX1456'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1455 ***********************************************************************
 BX1455  DESIGNATION -  A 3480 LAGS
 BX1455  PID         -  BX1455
 BX1455  STATE/COUNTY-  LA/WINN
 BX1455  USGS QUAD   -  ATLANTA (1984)
 BX1455
 BX1455                         *CURRENT SURVEY CONTROL
 BX1455  ___________________________________________________________________
 BX1455* NAD 83(1986)-  31 51 51.     (N)    092 41 25.     (W)     SCALED    
 BX1455* NAVD 88     -        70.71   (+/-2cm)     232.0    (feet)  VERTCON   
 BX1455  ___________________________________________________________________
 BX1455  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1455
 BX1455  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1455
 BX1455.The horizontal coordinates were scaled from a topographic map and have
 BX1455.an estimated accuracy of +/- 6 seconds.
 BX1455
 BX1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1455.The vertical order pertains to the NGVD 29 superseded value.
 BX1455
 BX1455.The geoid height was determined by GEOID03.
 BX1455
 BX1455;                    North         East    Units  Estimated Accuracy
 BX1455;SPC LA N     -   151,270.      982,000.      MT  (+/- 180 meters Scaled)
 BX1455
 BX1455                          SUPERSEDED SURVEY CONTROL
 BX1455
 BX1455  NGVD 29 (??/??/??)   70.729  (m)          232.05   (f) ADJUSTED    1 2
 BX1455
 BX1455.Superseded values are not recommended for survey control.
 BX1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1455.See file dsdata.txt to determine how the superseded data were derived.
 BX1455
 BX1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR292254(NAD 83)
 BX1455_MARKER: DD = SURVEY DISK
 BX1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1455_STAMPING: A 3480
 BX1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1455+STABILITY: SURFACE MOTION
 BX1455
 BX1455  HISTORY     - Date     Condition        Report By
 BX1455  HISTORY     - UNK      MONUMENTED       LAGS
 BX1455  HISTORY     - 1974     GOOD             NGS
 BX1455  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1455  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1455
 BX1455                          STATION DESCRIPTION
 BX1455
 BX1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BX1455'4.9 MI SW FROM WINNFIELD.
 BX1455'LOCATED 4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE LOUISIANA
 BX1455'AND ARKANSAS RAILROAD STATION IN WINNFIELD.  IT IS 63 FEET NORTHWEST
 BX1455'OF THE CENTER OF THE HIGHWAY, 12.7 FEET SOUTH-SOUTHWEST OF AN 8-INCH
 BX1455'HICKORY TREE, 12.5 FEET SOUTHWEST OF A CONCRETE LGS WITNESS MARKER. IT
 BX1455'IS AN LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 BX1455'FLUSH WITH THE GROUND.  NOTE-- THE MARK IS ALSO 4.9 MILES NORTHEAST
 BX1455'ALONG STATE HIGHWAY 34 FROM THE ATLANTA BAPTIST CHURCH IN ATLANTA.
 BX1455
 BX1455                          STATION RECOVERY (1981)
 BX1455
 BX1455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1455'MARK NOT FOUND.
 BX1455
 BX1455                          STATION RECOVERY (1998)
 BX1455
 BX1455'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1449 ***********************************************************************
 BX1449  DESIGNATION -  A 3483 LAGS
 BX1449  PID         -  BX1449
 BX1449  STATE/COUNTY-  LA/WINN
 BX1449  USGS QUAD   -  ATLANTA (1984)
 BX1449
 BX1449                         *CURRENT SURVEY CONTROL
 BX1449  ___________________________________________________________________
 BX1449* NAD 83(1986)-  31 51 20.     (N)    092 42 18.     (W)     SCALED    
 BX1449* NAVD 88     -        85.80   (+/-2cm)     281.5    (feet)  VERTCON   
 BX1449  ___________________________________________________________________
 BX1449  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1449
 BX1449  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1449
 BX1449.The horizontal coordinates were scaled from a topographic map and have
 BX1449.an estimated accuracy of +/- 6 seconds.
 BX1449
 BX1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1449.The vertical order pertains to the NGVD 29 superseded value.
 BX1449
 BX1449.The geoid height was determined by GEOID03.
 BX1449
 BX1449;                    North         East    Units  Estimated Accuracy
 BX1449;SPC LA N     -   150,320.      980,600.      MT  (+/- 180 meters Scaled)
 BX1449
 BX1449                          SUPERSEDED SURVEY CONTROL
 BX1449
 BX1449  NGVD 29 (??/??/??)   85.815  (m)          281.54   (f) ADJUSTED    1 2
 BX1449
 BX1449.Superseded values are not recommended for survey control.
 BX1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1449.See file dsdata.txt to determine how the superseded data were derived.
 BX1449
 BX1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR279244(NAD 83)
 BX1449_MARKER: DD = SURVEY DISK
 BX1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1449_STAMPING: A 3483
 BX1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1449+STABILITY: SURFACE MOTION
 BX1449
 BX1449  HISTORY     - Date     Condition        Report By
 BX1449  HISTORY     - UNK      MONUMENTED       LAGS
 BX1449  HISTORY     - 1949     GOOD             CGS
 BX1449
 BX1449                          STATION DESCRIPTION
 BX1449
 BX1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1449'3.95 MI NE FROM ATLANTA.
 BX1449'3.95 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1449'ATLANTA, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 150.0 FEET
 BX1449'SOUTH OF A POWER POLE, 5.0 FEET NORTH OF A WITNESS POST, SET IN THE
 BX1449'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1450 ***********************************************************************
 BX1450  DESIGNATION -  A 3483 LAGS RESET 1974
 BX1450  PID         -  BX1450
 BX1450  STATE/COUNTY-  LA/WINN
 BX1450  USGS QUAD   -  ATLANTA (1984)
 BX1450
 BX1450                         *CURRENT SURVEY CONTROL
 BX1450  ___________________________________________________________________
 BX1450* NAD 83(1986)-  31 51 20.     (N)    092 42 19.     (W)     SCALED    
 BX1450* NAVD 88     -        84.26   (+/-2cm)     276.4    (feet)  VERTCON   
 BX1450  ___________________________________________________________________
 BX1450  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1450
 BX1450  VERT ORDER  -  THIRD (See Below)
 BX1450
 BX1450.The horizontal coordinates were scaled from a topographic map and have
 BX1450.an estimated accuracy of +/- 6 seconds.
 BX1450
 BX1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1450.The vertical order pertains to the NGVD 29 superseded value.
 BX1450
 BX1450.The geoid height was determined by GEOID03.
 BX1450
 BX1450;                    North         East    Units  Estimated Accuracy
 BX1450;SPC LA N     -   150,320.      980,570.      MT  (+/- 180 meters Scaled)
 BX1450
 BX1450                          SUPERSEDED SURVEY CONTROL
 BX1450
 BX1450  NGVD 29 (??/??/??)   84.28   (m)          276.5    (f) RESET       3  
 BX1450
 BX1450.Superseded values are not recommended for survey control.
 BX1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1450.See file dsdata.txt to determine how the superseded data were derived.
 BX1450
 BX1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR278244(NAD 83)
 BX1450_MARKER: DD = SURVEY DISK
 BX1450_SETTING: 0 = UNSPECIFIED SETTING
 BX1450_STAMPING: A 3483 RESET 1974
 BX1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1450
 BX1450  HISTORY     - Date     Condition        Report By
 BX1450  HISTORY     - 1974     MONUMENTED       NGS
 BX1450  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1450
 BX1450                          STATION DESCRIPTION
 BX1450
 BX1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BX1450'3.95 MI NE FROM ATLANTA.
 BX1450'LOCATED 3.95 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE HIGH
 BX1450'SCHOOL IN ATLANTA, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 BX1450'THE HIGHWAY AND A ROAD LEADING NORTHWEST, 155 FEET SOUTHWEST OF THE
 BX1450'INTERSECTIONS OF THE CENTERLINES OF THE TWO ROADS, 90 FEET WEST OF THE
 BX1450'CENTERLINE OF STATE HIGHWAY 34, 45 FEET NORTH OF THE PROJECTED PLANE
 BX1450'OF THE NORTH WALL OF THE HOUSE PAINTED GREEN ON THE EAST SIDE OF THE
 BX1450'HIGHWAY, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A
 BX1450'LOUISIANA GEODETIC SURVEY DISK STAMPED A 3883 RESET 1974, PROJECTING 4
 BX1450'INCHES.
 BX1450
 BX1450                          STATION RECOVERY (1998)
 BX1450
 BX1450'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1444 ***********************************************************************
 BX1444  DESIGNATION -  A 3486 LAGS
 BX1444  PID         -  BX1444
 BX1444  STATE/COUNTY-  LA/WINN
 BX1444  USGS QUAD   -  ATLANTA (1984)
 BX1444
 BX1444                         *CURRENT SURVEY CONTROL
 BX1444  ___________________________________________________________________
 BX1444* NAD 83(1986)-  31 50 32.     (N)    092 42 30.     (W)     SCALED    
 BX1444* NAVD 88     -        83.79   (+/-2cm)     274.9    (feet)  VERTCON   
 BX1444  ___________________________________________________________________
 BX1444  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1444
 BX1444  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1444
 BX1444.The horizontal coordinates were scaled from a topographic map and have
 BX1444.an estimated accuracy of +/- 6 seconds.
 BX1444
 BX1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1444.The vertical order pertains to the NGVD 29 superseded value.
 BX1444
 BX1444.The geoid height was determined by GEOID03.
 BX1444
 BX1444;                    North         East    Units  Estimated Accuracy
 BX1444;SPC LA N     -   148,840.      980,280.      MT  (+/- 180 meters Scaled)
 BX1444
 BX1444                          SUPERSEDED SURVEY CONTROL
 BX1444
 BX1444  NGVD 29 (??/??/??)   83.810  (m)          274.97   (f) ADJUSTED    1 2
 BX1444
 BX1444.Superseded values are not recommended for survey control.
 BX1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1444.See file dsdata.txt to determine how the superseded data were derived.
 BX1444
 BX1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR275229(NAD 83)
 BX1444_MARKER: DD = SURVEY DISK
 BX1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1444_STAMPING: A 3486
 BX1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1444+STABILITY: SURFACE MOTION
 BX1444
 BX1444  HISTORY     - Date     Condition        Report By
 BX1444  HISTORY     - UNK      MONUMENTED       LAGS
 BX1444  HISTORY     - 1949     GOOD             CGS
 BX1444  HISTORY     - 20050610 MARK NOT FOUND   USPSQD
 BX1444
 BX1444                          STATION DESCRIPTION
 BX1444
 BX1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1444'3.0 MI NE FROM ATLANTA.
 BX1444'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1444'ATLANTA, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 32.0 FEET
 BX1444'SOUTHEAST OF A 16 INCH TRIANGULAR BLAZED PINE TREE, 33.0 FEET
 BX1444'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX1444'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BX1444
 BX1444                          STATION RECOVERY (2005)
 BX1444
 BX1444'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJH)
 BX1444'EXTENSIVE ROAD AND SHOULDER WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1443 ***********************************************************************
 BX1443  DESIGNATION -  A 3487 LAGS
 BX1443  PID         -  BX1443
 BX1443  STATE/COUNTY-  LA/WINN
 BX1443  USGS QUAD   -  ATLANTA (1984)
 BX1443
 BX1443                         *CURRENT SURVEY CONTROL
 BX1443  ___________________________________________________________________
 BX1443* NAD 83(1986)-  31 50 21.     (N)    092 42 38.     (W)     SCALED    
 BX1443* NAVD 88     -        84.52   (+/-2cm)     277.3    (feet)  VERTCON   
 BX1443  ___________________________________________________________________
 BX1443  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1443
 BX1443  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1443
 BX1443.The horizontal coordinates were scaled from a topographic map and have
 BX1443.an estimated accuracy of +/- 6 seconds.
 BX1443
 BX1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1443.The vertical order pertains to the NGVD 29 superseded value.
 BX1443
 BX1443.The geoid height was determined by GEOID03.
 BX1443
 BX1443;                    North         East    Units  Estimated Accuracy
 BX1443;SPC LA N     -   148,500.      980,070.      MT  (+/- 180 meters Scaled)
 BX1443
 BX1443                          SUPERSEDED SURVEY CONTROL
 BX1443
 BX1443  NGVD 29 (??/??/??)   84.540  (m)          277.36   (f) ADJUSTED    1 2
 BX1443
 BX1443.Superseded values are not recommended for survey control.
 BX1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1443.See file dsdata.txt to determine how the superseded data were derived.
 BX1443
 BX1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR273226(NAD 83)
 BX1443_MARKER: DD = SURVEY DISK
 BX1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1443_STAMPING: A 3487
 BX1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1443+STABILITY: SURFACE MOTION
 BX1443
 BX1443  HISTORY     - Date     Condition        Report By
 BX1443  HISTORY     - UNK      MONUMENTED       LAGS
 BX1443  HISTORY     - 1949     GOOD             CGS
 BX1443  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1443
 BX1443                          STATION DESCRIPTION
 BX1443
 BX1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1443'2.75 MI NE FROM ATLANTA.
 BX1443'2.75 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1443'ATLANTA, 35 FEET NORTHWEST FROM THE CENTER LINE OF HIGHWAY 5, 25 FEET
 BX1443'NORTH OF A 14-INCH PINE TREE WITH A BLAZE ON THE SOUTHEAST SIDE OF THE
 BX1443'TREE AND FACING THE ROAD, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 BX1443'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BX1443'GROUND.
 BX1443
 BX1443                          STATION RECOVERY (1981)
 BX1443
 BX1443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1442 ***********************************************************************
 BX1442  DESIGNATION -  A 3488 LAGS
 BX1442  PID         -  BX1442
 BX1442  STATE/COUNTY-  LA/WINN
 BX1442  USGS QUAD   -  ATLANTA (1984)
 BX1442
 BX1442                         *CURRENT SURVEY CONTROL
 BX1442  ___________________________________________________________________
 BX1442* NAD 83(1986)-  31 50 07.     (N)    092 42 48.     (W)     SCALED    
 BX1442* NAVD 88     -        80.13   (+/-2cm)     262.9    (feet)  VERTCON   
 BX1442  ___________________________________________________________________
 BX1442  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1442
 BX1442  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1442
 BX1442.The horizontal coordinates were scaled from a topographic map and have
 BX1442.an estimated accuracy of +/- 6 seconds.
 BX1442
 BX1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1442.The vertical order pertains to the NGVD 29 superseded value.
 BX1442
 BX1442.The geoid height was determined by GEOID03.
 BX1442
 BX1442;                    North         East    Units  Estimated Accuracy
 BX1442;SPC LA N     -   148,070.      979,810.      MT  (+/- 180 meters Scaled)
 BX1442
 BX1442                          SUPERSEDED SURVEY CONTROL
 BX1442
 BX1442  NGVD 29 (??/??/??)   80.150  (m)          262.96   (f) ADJUSTED    1 2
 BX1442
 BX1442.Superseded values are not recommended for survey control.
 BX1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1442.See file dsdata.txt to determine how the superseded data were derived.
 BX1442
 BX1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR271222(NAD 83)
 BX1442_MARKER: DD = SURVEY DISK
 BX1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1442_STAMPING: A 3488
 BX1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1442+STABILITY: SURFACE MOTION
 BX1442
 BX1442  HISTORY     - Date     Condition        Report By
 BX1442  HISTORY     - UNK      MONUMENTED       LAGS
 BX1442  HISTORY     - 1949     GOOD             CGS
 BX1442  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1442
 BX1442                          STATION DESCRIPTION
 BX1442
 BX1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1442'2.5 MI NE FROM ATLANTA.
 BX1442'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1442'ATLANTA, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11.0 FEET
 BX1442'SOUTHEAST OF A 16 INCH TRIANGULAR BLAZED PINE TREE, 17.0 FEET
 BX1442'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX1442'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BX1442
 BX1442                          STATION RECOVERY (1981)
 BX1442
 BX1442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1441 ***********************************************************************
 BX1441  DESIGNATION -  A 3490 LAGS
 BX1441  PID         -  BX1441
 BX1441  STATE/COUNTY-  LA/WINN
 BX1441  USGS QUAD   -  ATLANTA (1984)
 BX1441
 BX1441                         *CURRENT SURVEY CONTROL
 BX1441  ___________________________________________________________________
 BX1441* NAD 83(1986)-  31 49 29.     (N)    092 42 59.     (W)     SCALED    
 BX1441* NAVD 88     -        80.91   (+/-2cm)     265.5    (feet)  VERTCON   
 BX1441  ___________________________________________________________________
 BX1441  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BX1441
 BX1441  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1441
 BX1441.The horizontal coordinates were scaled from a topographic map and have
 BX1441.an estimated accuracy of +/- 6 seconds.
 BX1441
 BX1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1441.The vertical order pertains to the NGVD 29 superseded value.
 BX1441
 BX1441.The geoid height was determined by GEOID03.
 BX1441
 BX1441;                    North         East    Units  Estimated Accuracy
 BX1441;SPC LA N     -   146,900.      979,520.      MT  (+/- 180 meters Scaled)
 BX1441
 BX1441                          SUPERSEDED SURVEY CONTROL
 BX1441
 BX1441  NGVD 29 (??/??/??)   80.929  (m)          265.51   (f) ADJUSTED    1 2
 BX1441
 BX1441.Superseded values are not recommended for survey control.
 BX1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1441.See file dsdata.txt to determine how the superseded data were derived.
 BX1441
 BX1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR268210(NAD 83)
 BX1441_MARKER: DD = SURVEY DISK
 BX1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1441_STAMPING: A 3490
 BX1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1441+STABILITY: SURFACE MOTION
 BX1441
 BX1441  HISTORY     - Date     Condition        Report By
 BX1441  HISTORY     - UNK      MONUMENTED       LAGS
 BX1441  HISTORY     - 1949     GOOD             CGS
 BX1441  HISTORY     - 20050610 MARK NOT FOUND   USPSQD
 BX1441
 BX1441                          STATION DESCRIPTION
 BX1441
 BX1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1441'1.75 MI NE FROM ATLANTA.
 BX1441'1.75 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1441'ATLANTA, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 161 FEET
 BX1441'SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 8.0 FEET SOUTH OF
 BX1441'A TELEPHONE POLE, 9.0 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 BX1441'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1441
 BX1441                          STATION RECOVERY (2005)
 BX1441
 BX1441'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJH)
 BX1441'EXTENSIVE ROAD AND SHOULDER WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1440 ***********************************************************************
 BX1440  DESIGNATION -  A 3491 LAGS
 BX1440  PID         -  BX1440
 BX1440  STATE/COUNTY-  LA/WINN
 BX1440  USGS QUAD   -  ATLANTA (1984)
 BX1440
 BX1440                         *CURRENT SURVEY CONTROL
 BX1440  ___________________________________________________________________
 BX1440* NAD 83(1986)-  31 49 21.     (N)    092 43 13.     (W)     SCALED    
 BX1440* NAVD 88     -        84.06   (+/-2cm)     275.8    (feet)  VERTCON   
 BX1440  ___________________________________________________________________
 BX1440  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BX1440
 BX1440  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1440
 BX1440.The horizontal coordinates were scaled from a topographic map and have
 BX1440.an estimated accuracy of +/- 6 seconds.
 BX1440
 BX1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1440.The vertical order pertains to the NGVD 29 superseded value.
 BX1440
 BX1440.The geoid height was determined by GEOID03.
 BX1440
 BX1440;                    North         East    Units  Estimated Accuracy
 BX1440;SPC LA N     -   146,650.      979,150.      MT  (+/- 180 meters Scaled)
 BX1440
 BX1440                          SUPERSEDED SURVEY CONTROL
 BX1440
 BX1440  NGVD 29 (??/??/??)   84.079  (m)          275.85   (f) ADJUSTED    1 2
 BX1440
 BX1440.Superseded values are not recommended for survey control.
 BX1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1440.See file dsdata.txt to determine how the superseded data were derived.
 BX1440
 BX1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR264207(NAD 83)
 BX1440_MARKER: DD = SURVEY DISK
 BX1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1440_STAMPING: A 3491
 BX1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1440+STABILITY: SURFACE MOTION
 BX1440
 BX1440  HISTORY     - Date     Condition        Report By
 BX1440  HISTORY     - UNK      MONUMENTED       LAGS
 BX1440  HISTORY     - 1949     GOOD             CGS
 BX1440  HISTORY     - 20050610 MARK NOT FOUND   USPSQD
 BX1440
 BX1440                          STATION DESCRIPTION
 BX1440
 BX1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1440'1.45 MI NE FROM ATLANTA.
 BX1440'1.45 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1440'ATLANTA, 300 FEET NORTHEAST OF A FARMHOUSE, 38 FEET SOUTHEAST OF THE
 BX1440'CENTER LINE OF THE HIGHWAY, 17.0 FEET NORTHWEST OF A FENCE, 5.0 FEET
 BX1440'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX1440'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1440
 BX1440                          STATION RECOVERY (2005)
 BX1440
 BX1440'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJH)
 BX1440'EXTENSIVE ROAD AND SHOULDER WORK IN AREA. ALL LANDMARKS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1439 ***********************************************************************
 BX1439  DESIGNATION -  A 3493 LAGS
 BX1439  PID         -  BX1439
 BX1439  STATE/COUNTY-  LA/WINN
 BX1439  USGS QUAD   -  ATLANTA (1984)
 BX1439
 BX1439                         *CURRENT SURVEY CONTROL
 BX1439  ___________________________________________________________________
 BX1439* NAD 83(1986)-  31 49 01.     (N)    092 43 39.     (W)     SCALED    
 BX1439* NAVD 88     -        80.74   (+/-2cm)     264.9    (feet)  VERTCON   
 BX1439  ___________________________________________________________________
 BX1439  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX1439
 BX1439  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1439
 BX1439.The horizontal coordinates were scaled from a topographic map and have
 BX1439.an estimated accuracy of +/- 6 seconds.
 BX1439
 BX1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1439.The vertical order pertains to the NGVD 29 superseded value.
 BX1439
 BX1439.The geoid height was determined by GEOID03.
 BX1439
 BX1439;                    North         East    Units  Estimated Accuracy
 BX1439;SPC LA N     -   146,040.      978,460.      MT  (+/- 180 meters Scaled)
 BX1439
 BX1439                          SUPERSEDED SURVEY CONTROL
 BX1439
 BX1439  NGVD 29 (??/??/??)   80.757  (m)          264.95   (f) ADJUSTED    1 2
 BX1439
 BX1439.Superseded values are not recommended for survey control.
 BX1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1439.See file dsdata.txt to determine how the superseded data were derived.
 BX1439
 BX1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR257201(NAD 83)
 BX1439_MARKER: DD = SURVEY DISK
 BX1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1439_STAMPING: A 3493
 BX1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1439+STABILITY: SURFACE MOTION
 BX1439
 BX1439  HISTORY     - Date     Condition        Report By
 BX1439  HISTORY     - UNK      MONUMENTED       LAGS
 BX1439  HISTORY     - 1949     GOOD             CGS
 BX1439  HISTORY     - 20050610 MARK NOT FOUND   USPSQD
 BX1439
 BX1439                          STATION DESCRIPTION
 BX1439
 BX1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1439'0.85 MI NE FROM ATLANTA.
 BX1439'0.85 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1439'ATLANTA, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29.0 FEET
 BX1439'EAST OF THE NORTHEAST CORNER OF AN OLD BARN, 2.0 FEET EAST OF A BOARD
 BX1439'FENCE, 10.0 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1439'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BX1439
 BX1439                          STATION RECOVERY (2005)
 BX1439
 BX1439'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJH)
 BX1439'BARN GONE.  EXTENSIVE ROAD AND SHOULDER WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1438 ***********************************************************************
 BX1438  DESIGNATION -  A 3494 LAGS
 BX1438  PID         -  BX1438
 BX1438  STATE/COUNTY-  LA/WINN
 BX1438  USGS QUAD   -  ATLANTA (1984)
 BX1438
 BX1438                         *CURRENT SURVEY CONTROL
 BX1438  ___________________________________________________________________
 BX1438* NAD 83(1986)-  31 48 41.     (N)    092 43 42.     (W)     SCALED    
 BX1438* NAVD 88     -        77.45   (+/-2cm)     254.1    (feet)  VERTCON   
 BX1438  ___________________________________________________________________
 BX1438  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX1438
 BX1438  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1438
 BX1438.The horizontal coordinates were scaled from a topographic map and have
 BX1438.an estimated accuracy of +/- 6 seconds.
 BX1438
 BX1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1438.The vertical order pertains to the NGVD 29 superseded value.
 BX1438
 BX1438.The geoid height was determined by GEOID03.
 BX1438
 BX1438;                    North         East    Units  Estimated Accuracy
 BX1438;SPC LA N     -   145,420.      978,380.      MT  (+/- 180 meters Scaled)
 BX1438
 BX1438                          SUPERSEDED SURVEY CONTROL
 BX1438
 BX1438  NGVD 29 (??/??/??)   77.470  (m)          254.17   (f) ADJUSTED    1 2
 BX1438
 BX1438.Superseded values are not recommended for survey control.
 BX1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1438.See file dsdata.txt to determine how the superseded data were derived.
 BX1438
 BX1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR257195(NAD 83)
 BX1438_MARKER: DD = SURVEY DISK
 BX1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1438_STAMPING: A 3494
 BX1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1438+STABILITY: SURFACE MOTION
 BX1438
 BX1438  HISTORY     - Date     Condition        Report By
 BX1438  HISTORY     - UNK      MONUMENTED       LAGS
 BX1438  HISTORY     - 1949     GOOD             CGS
 BX1438  HISTORY     - 20050610 POOR             USPSQD
 BX1438
 BX1438                          STATION DESCRIPTION
 BX1438
 BX1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1438'0.45 MI NE FROM ATLANTA.
 BX1438'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1438'ATLANTA, 41 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 5, 29
 BX1438'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1199, 49.0 FEET
 BX1438'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 4.0 FEET SOUTH OF A
 BX1438'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BX1438'FOOT ABOVE THE GROUND.
 BX1438
 BX1438                          STATION RECOVERY (2005)
 BX1438
 BX1438'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJH)
 BX1438'CONCRETE POST STILL EXISTS.  MARKER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1612 ***********************************************************************
 BX1612  DESIGNATION -  A 3499 LAGS
 BX1612  PID         -  BX1612
 BX1612  STATE/COUNTY-  LA/WINN
 BX1612  USGS QUAD   -  ATLANTA (1984)
 BX1612
 BX1612                         *CURRENT SURVEY CONTROL
 BX1612  ___________________________________________________________________
 BX1612* NAD 83(1986)-  31 48 43.     (N)    092 41 51.     (W)     SCALED    
 BX1612* NAVD 88     -        67.35   (+/-2cm)     221.0    (feet)  VERTCON   
 BX1612  ___________________________________________________________________
 BX1612  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BX1612
 BX1612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1612
 BX1612.The horizontal coordinates were scaled from a topographic map and have
 BX1612.an estimated accuracy of +/- 6 seconds.
 BX1612
 BX1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1612.The vertical order pertains to the NGVD 29 superseded value.
 BX1612
 BX1612.The geoid height was determined by GEOID03.
 BX1612
 BX1612;                    North         East    Units  Estimated Accuracy
 BX1612;SPC LA N     -   145,480.      981,300.      MT  (+/- 180 meters Scaled)
 BX1612
 BX1612                          SUPERSEDED SURVEY CONTROL
 BX1612
 BX1612  NGVD 29 (??/??/??)   67.369  (m)          221.03   (f) ADJUSTED    2 0
 BX1612
 BX1612.Superseded values are not recommended for survey control.
 BX1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1612.See file dsdata.txt to determine how the superseded data were derived.
 BX1612
 BX1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR286196(NAD 83)
 BX1612_MARKER: DD = SURVEY DISK
 BX1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1612_STAMPING: A 3499
 BX1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1612+STABILITY: SURFACE MOTION
 BX1612
 BX1612  HISTORY     - Date     Condition        Report By
 BX1612  HISTORY     - UNK      MONUMENTED       LAGS
 BX1612  HISTORY     - 1949     GOOD             CGS
 BX1612  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1612
 BX1612                          STATION DESCRIPTION
 BX1612
 BX1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1612'2.25 MI NE FROM ATLANTA.
 BX1612'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1612'ATLANTA, THENCE 1.8 MILES EAST ALONG STATE HIGHWAY 1199, 27 FEET NORTH
 BX1612'OF THE CENTER LINE OF THE HIGHWAY, 21.0 FEET NORTHWEST OF A 12 INCH
 BX1612'TRIANGULAR BLAZED PINE TREE, 9.0 FEET NORTHEAST OF A 12 INCH
 BX1612'TRIANGULAR BLAZED PINE TREE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN
 BX1612'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1612
 BX1612                          STATION RECOVERY (1981)
 BX1612
 BX1612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2573 ***********************************************************************
 CQ2573  DESIGNATION -  A 3548 RESET
 CQ2573  PID         -  CQ2573
 CQ2573  STATE/COUNTY-  LA/BOSSIER
 CQ2573  USGS QUAD   -  BENTON (1975)
 CQ2573
 CQ2573                         *CURRENT SURVEY CONTROL
 CQ2573  ___________________________________________________________________
 CQ2573* NAD 83(1986)-  32 37 52.     (N)    093 44 37.     (W)     SCALED    
 CQ2573* NAVD 88     -        53.80   (+/-2cm)     176.5    (feet)  VERTCON   
 CQ2573  ___________________________________________________________________
 CQ2573  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2573
 CQ2573  VERT ORDER  -  THIRD (See Below)
 CQ2573
 CQ2573.The horizontal coordinates were scaled from a topographic map and have
 CQ2573.an estimated accuracy of +/- 6 seconds.
 CQ2573
 CQ2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2573.The vertical order pertains to the NGVD 29 superseded value.
 CQ2573
 CQ2573.The geoid height was determined by GEOID03.
 CQ2573
 CQ2573;                    North         East    Units  Estimated Accuracy
 CQ2573;SPC LA N     -   236,960.      883,300.      MT  (+/- 180 meters Scaled)
 CQ2573
 CQ2573                          SUPERSEDED SURVEY CONTROL
 CQ2573
 CQ2573  NGVD 29 (??/??/??)   53.87   (m)          176.7    (f) RESET       3  
 CQ2573
 CQ2573.Superseded values are not recommended for survey control.
 CQ2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2573.See file dsdata.txt to determine how the superseded data were derived.
 CQ2573
 CQ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS302106(NAD 83)
 CQ2573_MARKER: DD = SURVEY DISK
 CQ2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2573_STAMPING: A 3548 RESET 1982
 CQ2573_PROJECTION: RECESSED 5 CENTIMETERS
 CQ2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2573+STABILITY: SURFACE MOTION
 CQ2573
 CQ2573  HISTORY     - Date     Condition        Report By
 CQ2573  HISTORY     - 1982     MONUMENTED       LADTD
 CQ2573  HISTORY     - 1987     GOOD             USPSQD
 CQ2573  HISTORY     - 20020116 GOOD             NGS
 CQ2573
 CQ2573                          STATION DESCRIPTION
 CQ2573
 CQ2573'DESCRIBED BY LA TRANSP AND DEV 1982
 CQ2573'8.2 KM (5.1 MI) NORTH FROM BOSSIER CITY.
 CQ2573'8.2 KM (5.1 MI) NORTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 CQ2573'INTERSTATE 220, 49.1 METERS (161.0 FT) EAST OF THE CENTERLINE OF
 CQ2573'STATE HIGHWAY 3, 27.5 METERS (90.5 FT) SOUTH-SOUTHWEST OF THE
 CQ2573'SOUTHWEST CORNER OF THE WIMPLE HOUSE (FRAME), AND 13.4 METERS
 CQ2573'(44.0 FT) SOUTH-SOUTHWEST OF AN 18-INCH CHINA BERRY TREE.
 CQ2573'THE MARK IS 2.0 FT  N FROM A WITNESS POST.
 CQ2573
 CQ2573                          STATION RECOVERY (1987)
 CQ2573
 CQ2573'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CQ2573'RECOVERED IN GOOD CONDITION.
 CQ2573
 CQ2573                          STATION RECOVERY (2002)
 CQ2573
 CQ2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RZ)
 CQ2573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2256 ***********************************************************************
 BK2256  DESIGNATION -  A 356
 BK2256  PID         -  BK2256
 BK2256  STATE/COUNTY-  LA/CALCASIEU
 BK2256  USGS QUAD   -  ECHO (1994)
 BK2256
 BK2256                         *CURRENT SURVEY CONTROL
 BK2256  ___________________________________________________________________
 BK2256* NAD 83(1986)-  30 07 54.     (N)    093 41 28.     (W)     SCALED    
 BK2256* NAVD 88     -         2.122  (meters)       6.96   (feet)  ADJUSTED  
 BK2256  ___________________________________________________________________
 BK2256  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2256  DYNAMIC HT  -           2.119 (meters)       6.95  (feet)  COMP
 BK2256  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 BK2256
 BK2256  VERT ORDER  -  FIRST     CLASS II
 BK2256
 BK2256.The horizontal coordinates were scaled from a topographic map and have
 BK2256.an estimated accuracy of +/- 6 seconds.
 BK2256
 BK2256.The orthometric height was determined by differential leveling
 BK2256.and adjusted by the National Geodetic Survey in February 1994..
 BK2256
 BK2256.The geoid height was determined by GEOID03.
 BK2256
 BK2256.The dynamic height is computed by dividing the NAVD 88
 BK2256.geopotential number by the normal gravity value computed on the
 BK2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2256.degrees latitude (g = 980.6199 gals.).
 BK2256
 BK2256.The modeled gravity was interpolated from observed gravity values.
 BK2256
 BK2256;                    North         East    Units  Estimated Accuracy
 BK2256;SPC LA S     -   183,200.      772,840.      MT  (+/- 180 meters Scaled)
 BK2256
 BK2256                          SUPERSEDED SURVEY CONTROL
 BK2256
 BK2256  NAVD 88 (06/15/91)    2.122  (m)            6.96   (f) UNKNOWN     1 2
 BK2256  NGVD 29 (??/??/??)    2.080  (m)            6.82   (f) ADJUSTED    1 2
 BK2256
 BK2256.Superseded values are not recommended for survey control.
 BK2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2256.See file dsdata.txt to determine how the superseded data were derived.
 BK2256
 BK2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP334335(NAD 83)
 BK2256_MARKER: I = METAL ROD
 BK2256_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2256_STAMPING: A 356 1981
 BK2256_MARK LOGO: NGS   
 BK2256_PROJECTION: FLUSH
 BK2256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2256+STABILITY: POSITION/ELEVATION WELL
 BK2256_ROD/PIPE-DEPTH: 26.8 meters
 BK2256
 BK2256  HISTORY     - Date     Condition        Report By
 BK2256  HISTORY     - 1981     MONUMENTED       NGS
 BK2256  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK2256  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2256
 BK2256                          STATION DESCRIPTION
 BK2256
 BK2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2256'9.05 KM (5.65 MI) NE FROM ORANGE TX.
 BK2256'2.95 KILOMETERS (1.85 MILES) NORTH ALONG 16TH STREET FROM THE JUNCTION
 BK2256'OF WEST GREEN AVENUE IN ORANGE, TEXAS, THENCE 6.1 KILOMETERS (3.8
 BK2256'MILES) EAST ALONG INTERSTATE 10 (INCLUDING THE RAMP MILEAGE) TO THE
 BK2256'MARK ON THE RIGHT, 13.42 METERS (44.0 FEET) SOUTHEAST OF THE
 BK2256'CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY, 0.52 METER (1.7 FEET)
 BK2256'NORTHWEST OF THE NORTHWEST ONE OF THREE SUPPORTS FOR A TOURIST AND
 BK2256'REST AREA SIGN.
 BK2256'THE MARK IS 1.5 M BELOW HIGHWAY.
 BK2256
 BK2256                          STATION RECOVERY (2002)
 BK2256
 BK2256'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK2256'TOURIST AND REST AREA SIGN NO LONGER EXIST AT THIS LOCATION DUE TO
 BK2256'I-10 BEING REROUTED TO THE SOUTH OF WHERE IT ORIGINALLY WAS.  MARKER
 BK2256'PROBABLY NO LONGER EXISTS.
 BK2256
 BK2256                          STATION RECOVERY (2004)
 BK2256
 BK2256'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0618 ***********************************************************************
 DL0618  DESIGNATION -  A 37
 DL0618  PID         -  DL0618
 DL0618  STATE/COUNTY-  LA/WEBSTER
 DL0618  USGS QUAD   -  TAYLOR (1978)
 DL0618
 DL0618                         *CURRENT SURVEY CONTROL
 DL0618  ___________________________________________________________________
 DL0618* NAD 83(1986)-  33 00 17.     (N)    093 27 43.     (W)     SCALED    
 DL0618* NAVD 88     -        75.325  (meters)     247.13   (feet)  ADJUSTED  
 DL0618  ___________________________________________________________________
 DL0618  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0618  DYNAMIC HT  -          75.243 (meters)     246.86  (feet)  COMP
 DL0618  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 DL0618
 DL0618  VERT ORDER  -  SECOND    CLASS 0
 DL0618
 DL0618.The horizontal coordinates were scaled from a topographic map and have
 DL0618.an estimated accuracy of +/- 6 seconds.
 DL0618
 DL0618.The orthometric height was determined by differential leveling
 DL0618.and adjusted by the National Geodetic Survey in June 1991..
 DL0618
 DL0618.The geoid height was determined by GEOID03.
 DL0618
 DL0618.The dynamic height is computed by dividing the NAVD 88
 DL0618.geopotential number by the normal gravity value computed on the
 DL0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0618.degrees latitude (g = 980.6199 gals.).
 DL0618
 DL0618.The modeled gravity was interpolated from observed gravity values.
 DL0618
 DL0618;                    North         East    Units  Estimated Accuracy
 DL0618;SPC LA N     -   278,130.      910,100.      MT  (+/- 180 meters Scaled)
 DL0618
 DL0618                          SUPERSEDED SURVEY CONTROL
 DL0618
 DL0618  NGVD 29 (??/??/92)   75.381  (m)          247.31   (f) ADJ UNCH    2 0
 DL0618
 DL0618.Superseded values are not recommended for survey control.
 DL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0618.See file dsdata.txt to determine how the superseded data were derived.
 DL0618
 DL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS568519(NAD 83)
 DL0618_MARKER: DB = BENCH MARK DISK
 DL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0618_STAMPING: A 37 1934
 DL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0618+STABILITY: SURFACE MOTION
 DL0618
 DL0618  HISTORY     - Date     Condition        Report By
 DL0618  HISTORY     - 1934     MONUMENTED       CGS
 DL0618  HISTORY     - 1956     POOR             USGS
 DL0618
 DL0618                          STATION DESCRIPTION
 DL0618
 DL0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DL0618'IN SPRINGHILL.
 DL0618'AT SPRING HILL, WEBSTER PARISH, ABOUT 20 YARDS SOUTH OF THE LOUISIANA
 DL0618'AND ARKANSAS RAILWAY STATION, AND ABOUT 9 YARDS WEST OF THE TRACK.  A
 DL0618'STANDARD DISK, STAMPED A 37 1934 AND SET IN THE TOP OF A CONCRETE
 DL0618'POST.
 DL0618
 DL0618                          STATION RECOVERY (1956)
 DL0618
 DL0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DL0618'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0693 ***********************************************************************
 BX0693  DESIGNATION -  A 3705 LAGS
 BX0693  PID         -  BX0693
 BX0693  STATE/COUNTY-  LA/GRANT
 BX0693  USGS QUAD   -  BALL (1993)
 BX0693
 BX0693                         *CURRENT SURVEY CONTROL
 BX0693  ___________________________________________________________________
 BX0693* NAD 83(1986)-  31 27 51.     (N)    092 25 35.     (W)     SCALED    
 BX0693* NAVD 88     -        64.90   (+/-2cm)     212.9    (feet)  VERTCON   
 BX0693  ___________________________________________________________________
 BX0693  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX0693
 BX0693  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0693
 BX0693.The horizontal coordinates were scaled from a topographic map and have
 BX0693.an estimated accuracy of +/- 6 seconds.
 BX0693
 BX0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0693.The vertical order pertains to the NGVD 29 superseded value.
 BX0693
 BX0693.The geoid height was determined by GEOID03.
 BX0693
 BX0693;                    North         East    Units  Estimated Accuracy
 BX0693;SPC LA N     -   106,910.    1,007,000.      MT  (+/- 180 meters Scaled)
 BX0693
 BX0693                          SUPERSEDED SURVEY CONTROL
 BX0693
 BX0693  NGVD 29 (??/??/??)   64.884  (m)          212.87   (f) ADJUSTED    1 2
 BX0693
 BX0693.Superseded values are not recommended for survey control.
 BX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0693.See file dsdata.txt to determine how the superseded data were derived.
 BX0693
 BX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ544811(NAD 83)
 BX0693_MARKER: DD = SURVEY DISK
 BX0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0693_STAMPING: A 3705
 BX0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0693+STABILITY: SURFACE MOTION
 BX0693
 BX0693  HISTORY     - Date     Condition        Report By
 BX0693  HISTORY     - UNK      MONUMENTED       LAGS
 BX0693  HISTORY     - 1966     GOOD             CGS
 BX0693
 BX0693                          STATION DESCRIPTION
 BX0693
 BX0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0693'0.4 MI NW FROM SIMMS.
 BX0693'ABOUT 0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE STATION SIGN
 BX0693'AT SIMMS SIDING ALONG THE MISSOURI PACIFIC RAILROAD, IN SECTION 25, T
 BX0693'6 N, R 1 W, ABOUT 0.2 MILE EAST OF THE JUNCTION OF THE ROAD AND STATE
 BX0693'HIGHWAY 768, ABOUT 0.1 MILE WEST OF THE BRICK RESIDENCE OF W.S. PARKS
 BX0693'WHICH IS ON THE NORTH SIDE OF A GRAVELED ROAD, 19 FEET SOUTH OF THE
 BX0693'CENTER LINE OF THE GRAVELED ROAD, 199 FEET WEST OF A POWER LINE
 BX0693'CROSSING OVER THE ROAD, 55.0 FEET WEST OF A 10-INCH PINE TREE BEARING
 BX0693'A WITNESS SHIELD, 37 1/2 FEET SOUTH OF A FENCE ON THE NORTH SIDE OF A
 BX0693'GRAVELED ROAD, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN
 BX0693'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0738 ***********************************************************************
 AT0738  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0738  DESIGNATION -  A 371
 AT0738  PID         -  AT0738
 AT0738  STATE/COUNTY-  LA/PLAQUEMINES
 AT0738  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT0738
 AT0738                         *CURRENT SURVEY CONTROL
 AT0738  ___________________________________________________________________
 AT0738* NAD 83(1992)-  29 34 32.81426(N)    089 47 33.75600(W)     ADJUSTED  
 AT0738* NAVD 88     -         3.89 **(meters)      12.8  **(feet)  GPS OBS(2004.65)
 AT0738  **This station is located in a subsidence area (see below).
 AT0738  ___________________________________________________________________
 AT0738  X           -      20,085.050 (meters)                     COMP
 AT0738  Y           -  -5,551,563.285 (meters)                     COMP
 AT0738  Z           -   3,129,552.710 (meters)                     COMP
 AT0738  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AT0738  ELLIP HEIGHT-         -20.82  (meters)          (05/09/05) GPS OBS
 AT0738  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AT0738  DYNAMIC HT  -           3.89  (meters)      12.8   (feet)  COMP
 AT0738  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 AT0738
 AT0738  HORZ ORDER  -  B
 AT0738  VERT ORDER  -  THIRD (See Below)
 AT0738  ELLP ORDER  -  FOURTH    CLASS II
 AT0738
 AT0738.The horizontal coordinates were established by GPS observations
 AT0738.and adjusted by the National Geodetic Survey in May 2005..
 AT0738
 AT0738 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0738 ** and geoid heights are valid at the date of observation. These heights
 AT0738 ** must always be validated when used as control.
 AT0738 ** The orthometric height was determined by GPS observations using
 AT0738 ** precise GPS observation and processing techniques and a new
 AT0738 ** realization of GEOID03. It supersedes the leveled height previously
 AT0738 ** determined for this station.
 AT0738 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0738 ** epoch indicated which incorporates improved geoid heights for the
 AT0738 ** Southern Louisiana Subsidence area.
 AT0738 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0738.The orthometric height was determined by GPS observations and a
 AT0738.high-resolution geoid model using precise GPS observation and
 AT0738.processing techniques. It supersedes the leveled height previously
 AT0738.determined for this station.
 AT0738.WARNING-GPS observations at this control monument resulted in a GPS
 AT0738.derived orthometric height which differed from the leveled height by
 AT0738.more than one decimeter (0.1 meter).
 AT0738.The vertical order pertains to the first NAVD 88 superseded value.
 AT0738
 AT0738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0738
 AT0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0738
 AT0738.The ellipsoidal height was determined by GPS observations
 AT0738.and is referenced to NAD 83.
 AT0738
 AT0738.The geoid height was determined by GEOID03.
 AT0738
 AT0738.The dynamic height is computed by dividing the NAVD 88
 AT0738.geopotential number by the normal gravity value computed on the
 AT0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0738.degrees latitude (g = 980.6199 gals.).
 AT0738
 AT0738.The modeled gravity was interpolated from observed gravity values.
 AT0738
 AT0738;                    North         East     Units Scale Factor Converg.
 AT0738;SPC LA S     -   120,248.796 1,149,265.669   MT  0.99995308   +0 46 13.2
 AT0738;SPC LA S     -   394,516.26  3,770,549.12   sFT  0.99995308   +0 46 13.2
 AT0738;UTM  16      - 3,275,036.026   229,456.046   MT  1.00050322   -1 22 45.3
 AT0738
 AT0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0738!SPC LA S     -   1.00000327  x   0.99995308  =   0.99995635
 AT0738!UTM  16      -   1.00000327  x   1.00050322  =   1.00050649
 AT0738
 AT0738                          SUPERSEDED SURVEY CONTROL
 AT0738
 AT0738  NAVD 88 (02/14/94)    4.126  (m)           13.54   (f) READJUSTED  3  
 AT0738  NAVD 88 (06/15/91)    4.182  (m)           13.72   (f) UNKNOWN     1 2
 AT0738  NGVD 29 (??/??/??)    4.216  (m)           13.83   (f) ADJUSTED    1 2
 AT0738
 AT0738.Superseded values are not recommended for survey control.
 AT0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0738.See file dsdata.txt to determine how the superseded data were derived.
 AT0738
 AT0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2945675036(NAD 83)
 AT0738_MARKER: I = METAL ROD
 AT0738_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0738+WITH SETTING: INFORMATION.
 AT0738_SP_SET: STAINLESS STEEL ROD
 AT0738_STAMPING: A 371
 AT0738_MARK LOGO: NGS   
 AT0738_PROJECTION: FLUSH
 AT0738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AT0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0738+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002
 AT0738_ROD/PIPE-DEPTH: 32.9 meters
 AT0738
 AT0738  HISTORY     - Date     Condition        Report By
 AT0738  HISTORY     - 1984     MONUMENTED       NGS
 AT0738  HISTORY     - 20021203 GOOD             3001
 AT0738
 AT0738                          STATION DESCRIPTION
 AT0738
 AT0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0738'0.3 KM (0.2 MI) SE FROM POINTE A LA HACHE.
 AT0738'0.3 KM (0.2 MI) SOUTHEAST ALONG OLD STATE HIGHWAY 39 FROM THE COURT
 AT0738'HOUSE AT POINTE A LA HACHE, AT EAST BANK FERRY LANDING, 17.4 METERS
 AT0738'(57.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 70.0 METERS
 AT0738'(230.0 FT) SOUTHEAST OF SOUTHEAST END FERRY RAMP FROM LEVEE TOP AND
 AT0738'1.2 METERS (4.0 FT) NORTHEAST OF NORTHEAST EDGE AND 2 FEET LOWER THAN
 AT0738'LEVEE TOP.
 AT0738'THE MARK IS 4 METERS  W FROM A WITNESS POST.
 AT0738'THE MARK IS 4.15 M ABOVE HIGHWAY.
 AT0738
 AT0738                          STATION RECOVERY (2002)
 AT0738
 AT0738'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AT0738'THE STATION IS LOCATED IN POINT A LA HACHE, 0.2 MILES FROM COURTH
 AT0738'HOUSE IN POINT A LA  HACHE, 5.2 MILES NORTHWEST OF HAPPY JACK, 22
 AT0738'MILES SOUTHEAST OF BELLE CHASSE.
 AT0738' 
 AT0738'OWNERSHIP- COE
 AT0738' 
 AT0738'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND POINT A LA
 AT0738'HACHE COURT HOUSE,  GO SOUTHEAST ON HEY 39 FOR 0.2 MILES AND STATION
 AT0738'ON LEFT NEAR THE L/S CROWN OF LEVEE.
 AT0738' 
 AT0738'THE STATION IS 57.5' SOUTHWEST OF THE CENTERLINE OF HWY 39, 230'
 AT0738'SOUTHEAST OF THE  INTERSECTION OF CENTERLINE OF LEVEE AND THE MOST
 AT0738'SOUTHERN EDGE OF ASPHALT RAMP LEADING TO FERRY LANDING, 4' NORTHEAST
 AT0738'OF THE L/S CROWN OF LEVEE, 41.9 SOTHWEST OF A  POWER POLE, 48' SOUTH
 AT0738'OF A ANCHOR FOR GUYWIRE, 82 SOUTH SOUTHWEST OF A FIRE HYDRANT, 78'
 AT0738'SOUTH SOUTHWEST OF A WATER  VALVE WHICH FIRE HYDRANT AND WATER VAVLE
 AT0738'IS ACROSS HWY. STATION IS A STAINLESS ROD W/O SLEEVE STAMPED A371
 AT0738'1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1036 ***********************************************************************
 BX1036  DESIGNATION -  A 3720 LAGS
 BX1036  PID         -  BX1036
 BX1036  STATE/COUNTY-  LA/NATCHITOCHES
 BX1036  USGS QUAD   -  LENA (1992)
 BX1036
 BX1036                         *CURRENT SURVEY CONTROL
 BX1036  ___________________________________________________________________
 BX1036* NAD 83(1986)-  31 28 32.     (N)    092 47 52.     (W)     SCALED    
 BX1036* NAVD 88     -        42.36   (+/-2cm)     139.0    (feet)  VERTCON   
 BX1036  ___________________________________________________________________
 BX1036  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1036
 BX1036  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1036
 BX1036.The horizontal coordinates were scaled from a topographic map and have
 BX1036.an estimated accuracy of +/- 6 seconds.
 BX1036
 BX1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1036.The vertical order pertains to the NGVD 29 superseded value.
 BX1036
 BX1036.The geoid height was determined by GEOID03.
 BX1036
 BX1036;                    North         East    Units  Estimated Accuracy
 BX1036;SPC LA N     -   108,200.      971,710.      MT  (+/- 180 meters Scaled)
 BX1036
 BX1036                          SUPERSEDED SURVEY CONTROL
 BX1036
 BX1036  NGVD 29 (??/??/??)   42.370  (m)          139.01   (f) ADJUSTED    1 2
 BX1036
 BX1036.Superseded values are not recommended for survey control.
 BX1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1036.See file dsdata.txt to determine how the superseded data were derived.
 BX1036
 BX1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ192823(NAD 83)
 BX1036_MARKER: DD = SURVEY DISK
 BX1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1036_STAMPING: A 3720
 BX1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1036+STABILITY: SURFACE MOTION
 BX1036
 BX1036  HISTORY     - Date     Condition        Report By
 BX1036  HISTORY     - UNK      MONUMENTED       LAGS
 BX1036  HISTORY     - 1938     GOOD             CGS
 BX1036
 BX1036                          STATION DESCRIPTION
 BX1036
 BX1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1036'4.0 MI E FROM CHOPIN.
 BX1036'ABOUT 4.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1036'STATION AT CHOPIN, NATCHITOCHES PARISH, ABOUT 0.8 MILE EAST OF THE
 BX1036'STATION AT GALBRAITH, AT THE TOP OF A CUT, 60 FEET NORTH OF THE NORTH
 BX1036'RAIL, ABOUT 22 PACES SOUTH OF A BLAZED PINE TREE, ABOUT 16 PACES
 BX1036'SOUTHEAST OF A BLAZED GUMWOOD TREE, AND 10 FEET OUTSIDE THE
 BX1036'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK STAMPED A 3720 AND
 BX1036'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1811 ***********************************************************************
 BH1811  DESIGNATION -  A 374
 BH1811  PID         -  BH1811
 BH1811  STATE/COUNTY-  LA/ORLEANS
 BH1811  USGS QUAD   -  LITTLE WOODS (1994)
 BH1811
 BH1811                         *CURRENT SURVEY CONTROL
 BH1811  ___________________________________________________________________
 BH1811* NAD 83(1992)-  30 04 31.34970(N)    089 56 38.31698(W)     ADJUSTED  
 BH1811* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BH1811  **This station is located in a subsidence area (see below).
 BH1811  ___________________________________________________________________
 BH1811  X           -       5,401.344 (meters)                     COMP
 BH1811  Y           -  -5,524,048.381 (meters)                     COMP
 BH1811  Z           -   3,177,593.726 (meters)                     COMP
 BH1811  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH1811  ELLIP HEIGHT-         -26.68  (meters)          (09/30/02) GPS OBS
 BH1811  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH1811  DYNAMIC HT  -          -0.2   (meters)      -1.    (feet)  COMP
 BH1811  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BH1811  OBS GRAVITY -     979,322.0   (mgal)                       GRAV_OBS
 BH1811
 BH1811  HORZ ORDER  -  FIRST
 BH1811  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1811  ELLP ORDER  -  FOURTH    CLASS II
 BH1811
 BH1811.The horizontal coordinates were established by GPS observations
 BH1811.and adjusted by the National Geodetic Survey in May 1994..
 BH1811
 BH1811 ** The orthometric height has not been validated since last determined
 BH1811 ** by differential leveling and should not be used for control purposes.
 BH1811 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1811 ** area with valid NAVD 88 orthometric heights.
 BH1811 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1811 ** epoch indicated which incorporates improved geoid heights for the
 BH1811 ** Southern Louisiana Subsidence area.
 BH1811 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1811.The orthometric height was scaled from a topographic map.
 BH1811.The vertical order pertains to the first NAVD 88 superseded value.
 BH1811
 BH1811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1811
 BH1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1811
 BH1811.The ellipsoidal height was determined by GPS observations
 BH1811.and is referenced to NAD 83.
 BH1811
 BH1811.The geoid height was determined by GEOID03.
 BH1811
 BH1811.The dynamic height is computed by dividing the NAVD 88
 BH1811.geopotential number by the normal gravity value computed on the
 BH1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1811.degrees latitude (g = 980.6199 gals.).
 BH1811
 BH1811.The modeled gravity was interpolated from observed gravity values.
 BH1811.The observed gravity was obtained from relative gravimeter ties
 BH1811.to the IGSN71 gravity network.
 BH1811
 BH1811;                    North         East     Units Scale Factor Converg.
 BH1811;SPC LA S     -   175,433.335 1,133,939.293   MT  0.99992659   +0 41 40.9
 BH1811;SPC LA S     -   575,567.53  3,720,265.83   sFT  0.99992659   +0 41 40.9
 BH1811;UTM  16      - 3,330,793.285   216,212.458   MT  1.00059373   -1 28 34.8
 BH1811;UTM  15      - 3,331,077.088   794,593.378   MT  1.00067086   +1 31 57.3
 BH1811
 BH1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1811!SPC LA S     -   1.00000419  x   0.99992659  =   0.99993078
 BH1811!UTM  16      -   1.00000419  x   1.00059373  =   1.00059792
 BH1811!UTM  15      -   1.00000419  x   1.00067086  =   1.00067505
 BH1811
 BH1811                          SUPERSEDED SURVEY CONTROL
 BH1811
 BH1811  NAD 83(1992)-  30 04 31.34972(N)    089 56 38.31698(W) AD(       ) 1
 BH1811  ELLIP H (01/21/93)  -26.65   (m)                       GP(       ) 4 2
 BH1811  NAD 83(1986)-  30 04 31.36571(N)    089 56 38.31431(W) AD(       ) 1
 BH1811  NAD 83(1986)-  30 04 31.36659(N)    089 56 38.31274(W) AD(       ) 1
 BH1811  NAD 27      -  30 04 30.64342(N)    089 56 38.06913(W) AD(       ) 1
 BH1811  NAVD 88 (02/14/94)   -0.203  (m)           -0.67   (f) UNKNOWN     1 2
 BH1811  NGVD 29 (05/21/91)   -0.143  (m)           -0.47   (f) ADJUSTED    1 2
 BH1811
 BH1811.Superseded values are not recommended for survey control.
 BH1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1811.See file dsdata.txt to determine how the superseded data were derived.
 BH1811
 BH1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1621230793(NAD 83)
 BH1811_MARKER: I = METAL ROD
 BH1811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH1811_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BH1811_STAMPING: A 374 1985
 BH1811_MARK LOGO: NGS   
 BH1811_PROJECTION: RECESSED 5 CENTIMETERS
 BH1811_MAGNETIC: I = MARKER IS A STEEL ROD
 BH1811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1811+STABILITY: POSITION/ELEVATION WELL
 BH1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1811+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2005
 BH1811_ROD/PIPE-DEPTH: 23.2 meters
 BH1811_SLEEVE-DEPTH  : 17.4 meters
 BH1811
 BH1811  HISTORY     - Date     Condition        Report By
 BH1811  HISTORY     - 1985     MONUMENTED       NGS
 BH1811  HISTORY     - 1984     GOOD             LA-051
 BH1811  HISTORY     - 1987     GOOD             LADTD
 BH1811  HISTORY     - 19880920 GOOD             LADTD
 BH1811  HISTORY     - 19890112 GOOD
 BH1811  HISTORY     - 19901025 GOOD             NGS
 BH1811  HISTORY     - 19941114 GOOD             NGS
 BH1811  HISTORY     - 20050910 GOOD             JCLS
 BH1811
 BH1811                          STATION DESCRIPTION
 BH1811
 BH1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BH1811'IN LITTLE WOODS.
 BH1811'THE MARK IS 0.2 M ABOVE ROAD.
 BH1811'IN LITTLE WOODS, AT THE JUNCTION OF PARIS ROAD AND HAYNE BOULEVARD,
 BH1811'NEAR THE NORTHWEST END OF THE MEDIAN OF PARIS ROAD, 12.50 METERS
 BH1811'(41.0 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF THE BOULEVARD,
 BH1811'7.53 METERS (24.7 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTH BOUND
 BH1811'LANE OF THE ROAD, 4.27 METERS (14.0 FT) SOUTHEAST OF THE NORTHWEST END
 BH1811'OF THE MEDIAN.  NOTE--ACCESS TO THE MARK IS THROUGH A 5 INCH LOGO CAP.
 BH1811'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 BH1811
 BH1811                          STATION RECOVERY (1984)
 BH1811
 BH1811'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BH1811'RECOVERED IN GOOD CONDITION.
 BH1811
 BH1811                          STATION RECOVERY (1987)
 BH1811
 BH1811'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BH1811'THE STATION IS LOCATED ABOUT 1.79 KM (1.1 MI) NORTH FROM THE
 BH1811'JUNCTION OF STATE HIGHWAY 47 AND INTERSTATE HIGHWAY 10 JUST
 BH1811'SOUTHEAST OF LITTLE WOODS.
 BH1811'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH1811'
 BH1811'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND STATE
 BH1811'HIGHWAY 47 (EXIT 246) JUST SOUTHEAST OF LITTLE WOODS, GO
 BH1811'NORTH FOR 1.79 KM (1.1 MI) ON HIGHWAY 47 TO A SHARP TURN  ON THE
 BH1811'LEFT AT A LEVEE AND THE STATION ON THE LEFT IN THE MEDIAN.
 BH1811'
 BH1811'THE STATION IS A STANDARD NGS DATUM POINT ATTACHED TO A STEEL ROD
 BH1811'ACCESSED THROUGH A STANDARD LOGO CAP.
 BH1811'STAMPED---A 374 1985---,
 BH1811'12.8 METERS (42 FT) SOUTHEAST FROM THE EXTENDED CENTER OF HAYNE
 BH1811'BOULEVARD,
 BH1811'4.2 METERS (13.8 FT) SOUTHEAST FROM THE NORTHEAST CURB OF THE
 BH1811'MEDIAN,
 BH1811'3.4 METERS (11.2 FT) NORTHEAST FROM THE SOUTHWEST MEDIAN CURB, AND
 BH1811'2.4 METERS (7.9 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST AT A
 BH1811'HIGHWAY SIGN POST.
 BH1811
 BH1811                          STATION RECOVERY (1988)
 BH1811
 BH1811'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1811'THE STATION IS LOCATED ABOUT 1.79 KM (1.10 MI) NORTH FROM THE JUNCTION
 BH1811'OF STATE HIGHWAY 47 AND INTERSTATE HIGHWAY 10 JUST SOUTHEAST OF LITTLE
 BH1811'WOODS.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH1811'DEVELOPMENT.
 BH1811'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND STATE
 BH1811'HIGHWAY 47 (EXIT 246) JUST SOUTHEAST OF LITTLE WOODS, GO NORTH FOR
 BH1811'1.79 KM (1.10 MI) ON HIGHWAY 47 TO A SHARP TURN TO THE LEFT AT A LEVEE
 BH1811'AND THE STATION ON THE LEFT IN THE MEDIAN, 12.8 M (42.0 FT) SOUTHEAST
 BH1811'FROM THE EXTENDED CENTER OF HAYNE BOULEVARD, 4.2 M (13.8 FT) SOUTHEAST
 BH1811'FROM THE NORTHEAST CURB OF THE MEDIAN, 3.4 M (11.2 FT) NORTHEAST FROM
 BH1811'THE SOUTHWEST MEDIAN CURB AND 2.4 M (7.9 FT) SOUTHEAST FROM A
 BH1811'FIBERGLASS WITNESS POST AT A HIGHWAY SIGN POST.
 BH1811
 BH1811                          STATION RECOVERY (1989)
 BH1811
 BH1811'RECOVERED 1989
 BH1811'RECOVERED IN GOOD CONDITION.
 BH1811
 BH1811                          STATION RECOVERY (1990)
 BH1811
 BH1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1811'IN NEW ORLEANS, AT THE INTERSECTION OF PARIS ROAD AND HAYNE
 BH1811'BOULEVARD, IN THE MEDIAN OF PARIS ROAD, 12.5 M (41.0 FT) SOUTHEAST OF
 BH1811'THE EXTENDED CENTERLINE OF THE BOULEVARD, 7.5 M (24.6 FT) NORTHEAST
 BH1811'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE ROAD, 4.3 M (14.1
 BH1811'FT) SOUTHEAST OF THE NORTHWEST END OF THE MEDIAN, AND 0.3 M (1.0 FT)
 BH1811'ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 BH1811'THROUGH A 5-INCH LOGO CAP.
 BH1811
 BH1811                          STATION RECOVERY (1994)
 BH1811
 BH1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1811'IN NEW ORLEANS, AT THE INTERSECTION OF STATE HIGHWAY 47 AND HAYNE
 BH1811'BOULEVARD, 12.5 M (41.0 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE
 BH1811'BOULEVARD, 7.6 M (24.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 BH1811'SOUTHBOUND LANES OF THE HIGHWAY, 7.4 M (24.3 FT) SOUTHWEST OF THE
 BH1811'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT)
 BH1811'ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 BH1811'THROUGH A 5-INCH LOGO CAP.
 BH1811
 BH1811                          STATION RECOVERY (2005)
 BH1811
 BH1811'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 BH1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3700 ***********************************************************************
 BJ3700  DESIGNATION -  A 378
 BJ3700  PID         -  BJ3700
 BJ3700  STATE/COUNTY-  LA/ST LANDRY
 BJ3700  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ3700
 BJ3700                         *CURRENT SURVEY CONTROL
 BJ3700  ___________________________________________________________________
 BJ3700* NAD 83(1986)-  30 32 38.     (N)    091 45 15.     (W)     SCALED    
 BJ3700* NAVD 88     -        11.998  (meters)      39.36   (feet)  ADJUSTED  
 BJ3700  ___________________________________________________________________
 BJ3700  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3700  DYNAMIC HT  -          11.982 (meters)      39.31  (feet)  COMP
 BJ3700  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ3700
 BJ3700  VERT ORDER  -  FIRST     CLASS II
 BJ3700
 BJ3700.The horizontal coordinates were scaled from a topographic map and have
 BJ3700.an estimated accuracy of +/- 6 seconds.
 BJ3700
 BJ3700.The orthometric height was determined by differential leveling
 BJ3700.and adjusted by the National Geodetic Survey in February 1994..
 BJ3700
 BJ3700.The geoid height was determined by GEOID03.
 BJ3700
 BJ3700.The dynamic height is computed by dividing the NAVD 88
 BJ3700.geopotential number by the normal gravity value computed on the
 BJ3700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3700.degrees latitude (g = 980.6199 gals.).
 BJ3700
 BJ3700.The modeled gravity was interpolated from observed gravity values.
 BJ3700
 BJ3700;                    North         East    Units  Estimated Accuracy
 BJ3700;SPC LA S     -   226,630.      959,620.      MT  (+/- 180 meters Scaled)
 BJ3700
 BJ3700                          SUPERSEDED SURVEY CONTROL
 BJ3700
 BJ3700.No superseded survey control is available for this station.
 BJ3700
 BJ3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP195797(NAD 83)
 BJ3700_MARKER: DB = BENCH MARK DISK
 BJ3700_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3700_SP_SET: BRIDGE ABUTMENT
 BJ3700_STAMPING: A 378 1986
 BJ3700_MARK LOGO: NGS   
 BJ3700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3700
 BJ3700  HISTORY     - Date     Condition        Report By
 BJ3700  HISTORY     - 1986     MONUMENTED       NGS
 BJ3700
 BJ3700                          STATION DESCRIPTION
 BJ3700
 BJ3700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3700'IN KROTZ SPRINGS.
 BJ3700'IN KROTZ SPRINGS, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 BJ3700'ABUTMENT OF THE WEST BOUND U.S. HIGHWAY 190 BRIDGE OVER THE
 BJ3700'ATCHAFALAYA RIVER.  IT IS 5.18 METERS (17.0 FT) SOUTHEAST OF THE
 BJ3700'CENTERLINE OF THE HIGHWAY AND 0.21 METERS (0.7 FT) NORTHWEST OF THE
 BJ3700'SOUTHEAST END OF THE ABUTMENT.
 BJ3700'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2409 ***********************************************************************
 BK2409  DESIGNATION -  A 379
 BK2409  PID         -  BK2409
 BK2409  STATE/COUNTY-  LA/ST LANDRY
 BK2409  USGS QUAD   -  SUNSET (1983)
 BK2409
 BK2409                         *CURRENT SURVEY CONTROL
 BK2409  ___________________________________________________________________
 BK2409* NAD 83(1986)-  30 29 59.     (N)    092 04 19.     (W)     SCALED    
 BK2409* NAVD 88     -        15.460  (meters)      50.72   (feet)  ADJUSTED  
 BK2409  ___________________________________________________________________
 BK2409  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2409  DYNAMIC HT  -          15.440 (meters)      50.66  (feet)  COMP
 BK2409  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 BK2409
 BK2409  VERT ORDER  -  FIRST     CLASS II
 BK2409
 BK2409.The horizontal coordinates were scaled from a topographic map and have
 BK2409.an estimated accuracy of +/- 6 seconds.
 BK2409
 BK2409.The orthometric height was determined by differential leveling
 BK2409.and adjusted by the National Geodetic Survey in February 1994..
 BK2409
 BK2409.The geoid height was determined by GEOID03.
 BK2409
 BK2409.The dynamic height is computed by dividing the NAVD 88
 BK2409.geopotential number by the normal gravity value computed on the
 BK2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2409.degrees latitude (g = 980.6199 gals.).
 BK2409
 BK2409.The modeled gravity was interpolated from observed gravity values.
 BK2409
 BK2409;                    North         East    Units  Estimated Accuracy
 BK2409;SPC LA S     -   221,890.      929,100.      MT  (+/- 180 meters Scaled)
 BK2409
 BK2409                          SUPERSEDED SURVEY CONTROL
 BK2409
 BK2409.No superseded survey control is available for this station.
 BK2409
 BK2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP890745(NAD 83)
 BK2409_MARKER: DB = BENCH MARK DISK
 BK2409_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2409_SP_SET: BRIDGE PIER
 BK2409_STAMPING: A 379 1986
 BK2409_MARK LOGO: NGS   
 BK2409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2409
 BK2409  HISTORY     - Date     Condition        Report By
 BK2409  HISTORY     - 1986     MONUMENTED       NGS
 BK2409
 BK2409                          STATION DESCRIPTION
 BK2409
 BK2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2409'5.1 KM (3.15 MI) SOUTH FROM OPELOUSAS.
 BK2409'1.5 KM (0.95 MI) EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE IN
 BK2409'OPELOUSAS, THENCE 3.5 KM (2.2 MILES) SOUTH ALONG U.S. HIGHWAY 167 TO
 BK2409'THE OVERPASS OVER JUDSON WALSH DRIVE AND THE MARK IN THE WEST FACE OF
 BK2409'THE NORTHWEST PIER OF THE OVERPASS.  IT IS 9.63 METERS (31.6 FT)
 BK2409'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF JUDSON
 BK2409'WALSH DRIVE, 7.62 METERS (25.0 FT) EAST-NORTHEAST OF THE CENTER OF
 BK2409'EXIT RAMP AND 2.35 METERS (7.7 FT) NORTH OF A STOP SIGN.
 BK2409'THE MARK IS 1.15 M ABOVE JUDSON WALSH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0923 ***********************************************************************
 BX0923  DESIGNATION -  A 3795 LAGS
 BX0923  PID         -  BX0923
 BX0923  STATE/COUNTY-  LA/RAPIDES
 BX0923  USGS QUAD   -  ALEXANDRIA (1992)
 BX0923
 BX0923                         *CURRENT SURVEY CONTROL
 BX0923  ___________________________________________________________________
 BX0923* NAD 83(1986)-  31 15 29.     (N)    092 27 07.     (W)     SCALED    
 BX0923* NAVD 88     -        24.549  (meters)      80.54   (feet)  ADJUSTED  
 BX0923  ___________________________________________________________________
 BX0923  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BX0923  DYNAMIC HT  -          24.519 (meters)      80.44  (feet)  COMP
 BX0923  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 BX0923
 BX0923  VERT ORDER  -  FIRST     CLASS I
 BX0923
 BX0923.The horizontal coordinates were scaled from a topographic map and have
 BX0923.an estimated accuracy of +/- 6 seconds.
 BX0923
 BX0923.The orthometric height was determined by differential leveling
 BX0923.and adjusted by the National Geodetic Survey in February 1994..
 BX0923
 BX0923.The geoid height was determined by GEOID03.
 BX0923
 BX0923.The dynamic height is computed by dividing the NAVD 88
 BX0923.geopotential number by the normal gravity value computed on the
 BX0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0923.degrees latitude (g = 980.6199 gals.).
 BX0923
 BX0923.The modeled gravity was interpolated from observed gravity values.
 BX0923
 BX0923;                    North         East    Units  Estimated Accuracy
 BX0923;SPC LA N     -    84,050.    1,004,580.      MT  (+/- 180 meters Scaled)
 BX0923
 BX0923                          SUPERSEDED SURVEY CONTROL
 BX0923
 BX0923  NAVD 88 (06/15/91)   24.548  (m)           80.54   (f) UNKNOWN     1 1
 BX0923  NGVD 29 (??/??/??)   24.536  (m)           80.50   (f) ADJUSTED    1 1
 BX0923
 BX0923.Superseded values are not recommended for survey control.
 BX0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0923.See file dsdata.txt to determine how the superseded data were derived.
 BX0923
 BX0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ521583(NAD 83)
 BX0923_MARKER: DD = SURVEY DISK
 BX0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0923_STAMPING: A 3795
 BX0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0923+STABILITY: SURFACE MOTION
 BX0923
 BX0923  HISTORY     - Date     Condition        Report By
 BX0923  HISTORY     - UNK      MONUMENTED       LAGS
 BX0923  HISTORY     - 1970     GOOD             NGS
 BX0923  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0923  HISTORY     - 19880115 GOOD             USPSQD
 BX0923  HISTORY     - 19990424 GOOD             USPSQD
 BX0923
 BX0923                          STATION DESCRIPTION
 BX0923
 BX0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0923'4.25 MI S FROM ALEXANDRIA.
 BX0923'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0923'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0923'RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.35 MILE
 BX0923'SOUTHWEST ALONG HORSESHOE DRIVE WHICH IS STATE HIGHWAY 488, 38 FEET
 BX0923'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF THE
 BX0923'CENTER LINE OF GROVE LANE WHICH LEADS SOUTHWEST, 30 FEET SOUTH OF THE
 BX0923'CENTER LINE OF RANDOM ROAD, 9 FEET WEST OF THE CENTER LINE OF A
 BX0923'PRIVATE DRIVEWAY, 6 FEET SOUTH OF THE MORE WESTERLY OF 2 CONCRETE
 BX0923'PILLARS, 11.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BX0923'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 2 INCHES
 BX0923'BELOW THE SURFACE OF THE GROUND.
 BX0923
 BX0923                          STATION RECOVERY (1977)
 BX0923
 BX0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0923'A SEARCH WAS MADE FOR MARK, BUT WAS NEVER FOUND.
 BX0923
 BX0923                          STATION RECOVERY (1988)
 BX0923
 BX0923'RECOVERY NOTE BY US POWER SQUADRON 1988 (JJ)
 BX0923'RECOVERED IN GOOD CONDITION.
 BX0923
 BX0923                          STATION RECOVERY (1999)
 BX0923
 BX0923'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1304 ***********************************************************************
 CQ1304  DESIGNATION -  A 38
 CQ1304  PID         -  CQ1304
 CQ1304  STATE/COUNTY-  LA/CLAIBORNE
 CQ1304  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ1304
 CQ1304                         *CURRENT SURVEY CONTROL
 CQ1304  ___________________________________________________________________
 CQ1304* NAD 83(1986)-  32 57 04.     (N)    093 11 44.     (W)     SCALED    
 CQ1304* NAVD 88     -       108.083  (meters)     354.60   (feet)  ADJUSTED  
 CQ1304  ___________________________________________________________________
 CQ1304  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1304  DYNAMIC HT  -         107.964 (meters)     354.21  (feet)  COMP
 CQ1304  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CQ1304
 CQ1304  VERT ORDER  -  SECOND    CLASS 0
 CQ1304
 CQ1304.The horizontal coordinates were scaled from a topographic map and have
 CQ1304.an estimated accuracy of +/- 6 seconds.
 CQ1304
 CQ1304.The orthometric height was determined by differential leveling
 CQ1304.and adjusted by the National Geodetic Survey in June 1991..
 CQ1304
 CQ1304.The geoid height was determined by GEOID03.
 CQ1304
 CQ1304.The dynamic height is computed by dividing the NAVD 88
 CQ1304.geopotential number by the normal gravity value computed on the
 CQ1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1304.degrees latitude (g = 980.6199 gals.).
 CQ1304
 CQ1304.The modeled gravity was interpolated from observed gravity values.
 CQ1304
 CQ1304;                    North         East    Units  Estimated Accuracy
 CQ1304;SPC LA N     -   271,990.      934,960.      MT  (+/- 180 meters Scaled)
 CQ1304
 CQ1304                          SUPERSEDED SURVEY CONTROL
 CQ1304
 CQ1304  NGVD 29 (??/??/??)  108.151  (m)          354.83   (f) ADJUSTED    2 0
 CQ1304
 CQ1304.Superseded values are not recommended for survey control.
 CQ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1304.See file dsdata.txt to determine how the superseded data were derived.
 CQ1304
 CQ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS817458(NAD 83)
 CQ1304_MARKER: DB = BENCH MARK DISK
 CQ1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1304_STAMPING: A 38 1934
 CQ1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1304+STABILITY: SURFACE MOTION
 CQ1304
 CQ1304  HISTORY     - Date     Condition        Report By
 CQ1304  HISTORY     - 1934     MONUMENTED       CGS
 CQ1304  HISTORY     - 1951     MARK NOT FOUND   CGS
 CQ1304
 CQ1304                          STATION DESCRIPTION
 CQ1304
 CQ1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CQ1304'3.6 MI W FROM HAYNESVILLE.
 CQ1304'3.6 MILES WEST OF AND ALONG STATE HWY 70. 14 YARDS NORTH OF ROAD. IN
 CQ1304'FENCE CORNER.  14 FEET EAST OF ROAD LEADING TO J. L. LOUIS FARMHOUSE.
 CQ1304'52 YARDS SOUTH OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2465 ***********************************************************************
 BK2465  DESIGNATION -  A 381
 BK2465  PID         -  BK2465
 BK2465  STATE/COUNTY-  LA/BEAUREGARD
 BK2465  USGS QUAD   -  DE QUINCY (1994)
 BK2465
 BK2465                         *CURRENT SURVEY CONTROL
 BK2465  ___________________________________________________________________
 BK2465* NAD 83(1986)-  30 27 38.     (N)    093 23 03.     (W)     SCALED    
 BK2465* NAVD 88     -        22.083  (meters)      72.45   (feet)  ADJUSTED  
 BK2465  ___________________________________________________________________
 BK2465  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2465  DYNAMIC HT  -          22.054 (meters)      72.36  (feet)  COMP
 BK2465  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BK2465
 BK2465  VERT ORDER  -  FIRST     CLASS II
 BK2465
 BK2465.The horizontal coordinates were scaled from a topographic map and have
 BK2465.an estimated accuracy of +/- 6 seconds.
 BK2465
 BK2465.The orthometric height was determined by differential leveling
 BK2465.and adjusted by the National Geodetic Survey in February 1994..
 BK2465
 BK2465.The geoid height was determined by GEOID03.
 BK2465
 BK2465.The dynamic height is computed by dividing the NAVD 88
 BK2465.geopotential number by the normal gravity value computed on the
 BK2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2465.degrees latitude (g = 980.6199 gals.).
 BK2465
 BK2465.The modeled gravity was interpolated from observed gravity values.
 BK2465
 BK2465;                    North         East    Units  Estimated Accuracy
 BK2465;SPC LA S     -   219,080.      803,060.      MT  (+/- 180 meters Scaled)
 BK2465
 BK2465                          SUPERSEDED SURVEY CONTROL
 BK2465
 BK2465.No superseded survey control is available for this station.
 BK2465
 BK2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP631698(NAD 83)
 BK2465_MARKER: I = METAL ROD
 BK2465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2465_SP_SET: STAINLESS STEEL ROD
 BK2465_STAMPING: A 381 1986
 BK2465_MARK LOGO: NGS   
 BK2465_PROJECTION: FLUSH
 BK2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2465_ROD/PIPE-DEPTH: 7.0  meters
 BK2465
 BK2465  HISTORY     - Date     Condition        Report By
 BK2465  HISTORY     - 1986     MONUMENTED       NGS
 BK2465  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2465
 BK2465                          STATION DESCRIPTION
 BK2465
 BK2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2465'4.5 KM (2.8 MI) EAST FROM DE QUINCY.
 BK2465'4.5 KM (2.8 MI) EAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF STATE
 BK2465'HIGHWAY 27 SOUTH IN DE QUINCY TO THE MARK ON THE RIGHT, AT THE
 BK2465'BEAUREGARD-CALCASIEU PARISH LINE, 7.77 METERS (25.5 FT)
 BK2465'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26.82 METERS (88.0
 BK2465'FT) NORTHEAST OF THE EXTENDED CENTER OF COOPER ROAD, 26.73 METERS
 BK2465'(87.7 FT) NORTHEAST OF A HIGHWAY SIGN (NO PASSING ZONE), 0.82 METER
 BK2465'(2.7 FT) NORTHEAST OF A HIGHWAY SIGN (ENTER BEAUREGARD PARISH).
 BK2465'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BK2465'THE MARK IS 0.34 METERS  NNW FROM  A WITNESS POST
 BK2465'THE MARK IS 0.18 M BELOW HIGHWAY.
 BK2465
 BK2465                          STATION RECOVERY (2002)
 BK2465
 BK2465'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1882 ***********************************************************************
 BH1882  DESIGNATION -  A 383
 BH1882  PID         -  BH1882
 BH1882  STATE/COUNTY-  LA/ST TAMMANY
 BH1882  USGS QUAD   -  ST TAMMANY (1994)
 BH1882
 BH1882                         *CURRENT SURVEY CONTROL
 BH1882  ___________________________________________________________________
 BH1882* NAD 83(1986)-  30 27 16.     (N)    089 59 47.     (W)     SCALED    
 BH1882* NAVD 88     -        11.417  (meters)      37.46   (feet)  ADJUSTED  
 BH1882  ___________________________________________________________________
 BH1882  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BH1882  DYNAMIC HT  -          11.402 (meters)      37.41  (feet)  COMP
 BH1882  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 BH1882
 BH1882  VERT ORDER  -  FIRST     CLASS II
 BH1882
 BH1882.The horizontal coordinates were scaled from a topographic map and have
 BH1882.an estimated accuracy of +/- 6 seconds.
 BH1882
 BH1882.The orthometric height was determined by differential leveling
 BH1882.and adjusted by the National Geodetic Survey in February 1994..
 BH1882
 BH1882.The geoid height was determined by GEOID03.
 BH1882
 BH1882.The dynamic height is computed by dividing the NAVD 88
 BH1882.geopotential number by the normal gravity value computed on the
 BH1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1882.degrees latitude (g = 980.6199 gals.).
 BH1882
 BH1882.The modeled gravity was interpolated from observed gravity values.
 BH1882
 BH1882;                    North         East    Units  Estimated Accuracy
 BH1882;SPC LA S     -   217,390.    1,128,400.      MT  (+/- 180 meters Scaled)
 BH1882
 BH1882                          SUPERSEDED SURVEY CONTROL
 BH1882
 BH1882.No superseded survey control is available for this station.
 BH1882
 BH1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU122729(NAD 83)
 BH1882_MARKER: I = METAL ROD
 BH1882_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH1882_SP_SET: STAINLESS STEEL ROD
 BH1882_STAMPING: A 383 1986
 BH1882_MARK LOGO: NGS   
 BH1882_PROJECTION: FLUSH
 BH1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1882_ROD/PIPE-DEPTH: 19.5 meters
 BH1882
 BH1882  HISTORY     - Date     Condition        Report By
 BH1882  HISTORY     - 1986     MONUMENTED       NGS
 BH1882
 BH1882                          STATION DESCRIPTION
 BH1882
 BH1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BH1882'4.8 KM (3.0 MI) SE FROM ABITA SPRINGS.
 BH1882'4.8 KM (3.0 MI) SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 BH1882'STATE HIGHWAY 59 IN ABITA SPRINGS TO THE MARK ON THE LEFT, 21.9 METERS
 BH1882'(72.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.9 METERS (42.5
 BH1882'FT) WEST OF THE CENTER OF A GRAVEL ROAD, 6.8 METERS (22.5 FT) WEST OF
 BH1882'TELEPHONE BOX OUTLET NUMBER 20, 0.30 METER (1.0 FT) SOUTH OF A FENCE.
 BH1882'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BH1882'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 BH1882'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5357 ***********************************************************************
 BJ5357  DESIGNATION -  A 388
 BJ5357  PID         -  BJ5357
 BJ5357  STATE/COUNTY-  LA/TANGIPAHOA
 BJ5357  USGS QUAD   -  HAMMOND (1994)
 BJ5357
 BJ5357                         *CURRENT SURVEY CONTROL
 BJ5357  ___________________________________________________________________
 BJ5357* NAD 83(1986)-  30 31 09.     (N)    090 28 02.     (W)     SCALED    
 BJ5357* NAVD 88     -        12.660  (meters)      41.54   (feet)  ADJUSTED  
 BJ5357  ___________________________________________________________________
 BJ5357  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ5357  DYNAMIC HT  -          12.643 (meters)      41.48  (feet)  COMP
 BJ5357  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ5357
 BJ5357  VERT ORDER  -  FIRST     CLASS II
 BJ5357
 BJ5357.The horizontal coordinates were scaled from a topographic map and have
 BJ5357.an estimated accuracy of +/- 6 seconds.
 BJ5357
 BJ5357.The orthometric height was determined by differential leveling
 BJ5357.and adjusted by the National Geodetic Survey in February 1994..
 BJ5357
 BJ5357.The geoid height was determined by GEOID03.
 BJ5357
 BJ5357.The dynamic height is computed by dividing the NAVD 88
 BJ5357.geopotential number by the normal gravity value computed on the
 BJ5357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5357.degrees latitude (g = 980.6199 gals.).
 BJ5357
 BJ5357.The modeled gravity was interpolated from observed gravity values.
 BJ5357
 BJ5357;                    North         East    Units  Estimated Accuracy
 BJ5357;SPC LA S     -   224,130.    1,083,130.      MT  (+/- 180 meters Scaled)
 BJ5357
 BJ5357                          SUPERSEDED SURVEY CONTROL
 BJ5357
 BJ5357.No superseded survey control is available for this station.
 BJ5357
 BJ5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP430790(NAD 83)
 BJ5357_MARKER: I = METAL ROD
 BJ5357_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ5357_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ5357_STAMPING: A 388 1992
 BJ5357_MARK LOGO: NGS   
 BJ5357_PROJECTION: FLUSH
 BJ5357_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ5357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5357+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BJ5357_ROD/PIPE-DEPTH: 15.4 meters
 BJ5357_SLEEVE-DEPTH  : 9.0 meters
 BJ5357
 BJ5357  HISTORY     - Date     Condition        Report By
 BJ5357  HISTORY     - 1992     MONUMENTED       NGS
 BJ5357  HISTORY     - 20060419 MARK NOT FOUND   NGS
 BJ5357
 BJ5357                          STATION DESCRIPTION
 BJ5357
 BJ5357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BJ5357'IN HAMMOND, AT THE INTERSECTION OF NORTH OAK STREET AND COLUMBUS
 BJ5357'DRIVE, 46.5 M (152.6 FT) WEST OF THE CENTER OF THE STREET, 12.3 M
 BJ5357'(40.4 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A STORM DRAIN,
 BJ5357'8.8 M (28.9 FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE DRIVE, AND
 BJ5357'1.4 M (4.6 FT) WEST OF UTILITY POLE NUMBER 21.  NOTE--ACCESS TO THE
 BJ5357'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BJ5357
 BJ5357                          STATION RECOVERY (2006)
 BJ5357
 BJ5357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ5357'NOT RECOVERED, AREA HAS BEEN REDONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0916 ***********************************************************************
 CQ0916  DESIGNATION -  A 39
 CQ0916  PID         -  CQ0916
 CQ0916  STATE/COUNTY-  LA/BIENVILLE
 CQ0916  USGS QUAD   -  BRYCELAND (1986)
 CQ0916
 CQ0916                         *CURRENT SURVEY CONTROL
 CQ0916  ___________________________________________________________________
 CQ0916* NAD 83(1986)-  32 23 48.     (N)    092 57 39.     (W)     SCALED    
 CQ0916* NAVD 88     -        67.72   (+/-2cm)     222.2    (feet)  VERTCON   
 CQ0916  ___________________________________________________________________
 CQ0916  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0916
 CQ0916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0916
 CQ0916.The horizontal coordinates were scaled from a topographic map and have
 CQ0916.an estimated accuracy of +/- 6 seconds.
 CQ0916
 CQ0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0916.The vertical order pertains to the NGVD 29 superseded value.
 CQ0916
 CQ0916.The geoid height was determined by GEOID03.
 CQ0916
 CQ0916;                    North         East    Units  Estimated Accuracy
 CQ0916;SPC LA N     -   210,390.      956,650.      MT  (+/- 180 meters Scaled)
 CQ0916
 CQ0916                          SUPERSEDED SURVEY CONTROL
 CQ0916
 CQ0916  NGVD 29 (??/??/??)   67.785  (m)          222.39   (f) ADJUSTED    2 0
 CQ0916
 CQ0916.Superseded values are not recommended for survey control.
 CQ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0916.See file dsdata.txt to determine how the superseded data were derived.
 CQ0916
 CQ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR036844(NAD 83)
 CQ0916_MARKER: DB = BENCH MARK DISK
 CQ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0916_STAMPING: A 39 1934
 CQ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0916+STABILITY: SURFACE MOTION
 CQ0916
 CQ0916  HISTORY     - Date     Condition        Report By
 CQ0916  HISTORY     - 1934     MONUMENTED       CGS
 CQ0916
 CQ0916                          STATION DESCRIPTION
 CQ0916
 CQ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0916'2.9 MI N FROM BIENVILLE.
 CQ0916'2.9 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ0916'BIENVILLE, BIENVILLE PARISH, 246 YARDS SOUTH OF MILEPOST 74, 59 FEET
 CQ0916'WEST OF THE CENTERLINE OF THE TRACK, AND IN THE EDGE OF THE PINE
 CQ0916'TIMBER A STANDARD DISK, STAMPED A 39 1934 AND SET IN THE TOP OF A
 CQ0916'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3557 ***********************************************************************
 AU3557  DESIGNATION -  A 391
 AU3557  PID         -  AU3557
 AU3557  STATE/COUNTY-  LA/TERREBONNE
 AU3557  USGS QUAD   -  LAKE TAMBOUR (1994)
 AU3557
 AU3557                         *CURRENT SURVEY CONTROL
 AU3557  ___________________________________________________________________
 AU3557* NAD 83(1992)-  29 22 16.57474(N)    090 37 26.58373(W)     ADJUSTED  
 AU3557* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3557  **This station is located in a subsidence area (see below).
 AU3557  ___________________________________________________________________
 AU3557  X           -     -60,586.857 (meters)                     COMP
 AU3557  Y           -  -5,562,419.937 (meters)                     COMP
 AU3557  Z           -   3,109,815.970 (meters)                     COMP
 AU3557  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU3557  ELLIP HEIGHT-         -24.48  (meters)          (02/21/02) GPS OBS
 AU3557  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AU3557  DYNAMIC HT  -           0.4   (meters)       1.    (feet)  COMP
 AU3557  MODELED GRAV-     979,282.2   (mgal)                       NAVD 88
 AU3557
 AU3557  HORZ ORDER  -  FIRST
 AU3557  VERT ORDER  -  THIRD (See Below)
 AU3557  ELLP ORDER  -  FIFTH     CLASS I
 AU3557
 AU3557.The horizontal coordinates were established by GPS observations
 AU3557.and adjusted by the National Geodetic Survey in December 1998..
 AU3557
 AU3557 ** The orthometric height has not been validated since last determined
 AU3557 ** by differential leveling and should not be used for control purposes.
 AU3557 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3557 ** area with valid NAVD 88 orthometric heights.
 AU3557 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3557 ** epoch indicated which incorporates improved geoid heights for the
 AU3557 ** Southern Louisiana Subsidence area.
 AU3557 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3557.The orthometric height was scaled from a topographic map.
 AU3557.The vertical order pertains to the first NAVD 88 superseded value.
 AU3557
 AU3557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3557
 AU3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3557
 AU3557.The ellipsoidal height was determined by GPS observations
 AU3557.and is referenced to NAD 83.
 AU3557
 AU3557.The geoid height was determined by GEOID03.
 AU3557
 AU3557.The dynamic height is computed by dividing the NAVD 88
 AU3557.geopotential number by the normal gravity value computed on the
 AU3557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3557.degrees latitude (g = 980.6199 gals.).
 AU3557
 AU3557.The modeled gravity was interpolated from observed gravity values.
 AU3557
 AU3557;                    North         East     Units Scale Factor Converg.
 AU3557;SPC LA S     -    96,790.459 1,068,861.851   MT  0.99998568   +0 21 16.7
 AU3557;SPC LA S     -   317,553.36  3,506,757.59   sFT  0.99998568   +0 21 16.7
 AU3557;UTM  15      - 3,251,466.491   730,620.008   MT  1.00025632   +1 09 57.0
 AU3557
 AU3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3557!SPC LA S     -   1.00000384  x   0.99998568  =   0.99998952
 AU3557!UTM  15      -   1.00000384  x   1.00025632  =   1.00026017
 AU3557
 AU3557                          SUPERSEDED SURVEY CONTROL
 AU3557
 AU3557  ELLIP H (12/17/98)  -24.46   (m)                       GP(       ) 4 2
 AU3557  NAVD 88 (12/17/98)    0.37   (m)            1.2    (f) LEVELING    3  
 AU3557
 AU3557.Superseded values are not recommended for survey control.
 AU3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3557.See file dsdata.txt to determine how the superseded data were derived.
 AU3557
 AU3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3062051466(NAD 83)
 AU3557_MARKER: I = METAL ROD
 AU3557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU3557_SP_SET: STAINLESS STEEL ROD
 AU3557_STAMPING: A 391 1993
 AU3557_MARK LOGO: LADTD 
 AU3557_PROJECTION: FLUSH
 AU3557_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3557+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1995
 AU3557_ROD/PIPE-DEPTH: 19.8 meters
 AU3557
 AU3557  HISTORY     - Date     Condition        Report By
 AU3557  HISTORY     - 1993     MONUMENTED       LADTD
 AU3557  HISTORY     - 19950107 GOOD             MPHI
 AU3557
 AU3557                          STATION DESCRIPTION
 AU3557
 AU3557'DESCRIBED BY LA TRANSP AND DEV 1993
 AU3557'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) SOUTH-SOUTHEAST OF
 AU3557'HOUMA, 9.5 MI (15.3 KM) NORTH-NORTHEAST OF COCODRIE AND 4.5 MI (7.2
 AU3557'KM) SOUTHWEST OF CHAUVIN.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AU3557'TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION FROM THE
 AU3557'JUNCTION OF STATE HIGHWAYS 56 AND 57 ABOUT 5.0 MI (8.0 KM) NORTH OF
 AU3557'COCODRIE, GO NORTH FOR 4.2 MI (6.8 KM) ON HIGHWAY 56 TO THE STATION
 AU3557'SET ON THE RIGHT.  THE STATION IS 44.0 FT (13.4 M) SOUTH FROM THE
 AU3557'CENTER OF A GRAVEL ROAD LEADING EAST, 39.5 FT (12.0 M) EAST FROM THE
 AU3557'CENTER OF THE HIGHWAY, 23.0 FT (7.0 M) SOUTH FROM A TELEPHONE
 AU3557'JUNCTION BOX, 21.5 FT (6.6 M) SOUTH FROM TELEPHONE POLE NUMBER 193,
 AU3557'2.5 FT (0.8 M) SOUTH-SOUTHEAST FROM AN GUY WIRE ANCHOR, 1.5 FT (0.5
 AU3557'M) NORTH FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND
 AU3557'SURFACE AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF THE HIGHWAY,
 AU3557'ACCESSED THROUGH A STANDARD LOGO CAP.
 AU3557
 AU3557                          STATION RECOVERY (1995)
 AU3557
 AU3557'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3557'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1175 ***********************************************************************
 BK1175  DESIGNATION -  A 3924 LAGS
 BK1175  PID         -  BK1175
 BK1175  STATE/COUNTY-  LA/EVANGELINE
 BK1175  USGS QUAD   -  BEAVER (1968)
 BK1175
 BK1175                         *CURRENT SURVEY CONTROL
 BK1175  ___________________________________________________________________
 BK1175* NAD 83(1986)-  30 47 33.     (N)    092 34 09.     (W)     SCALED    
 BK1175* NAVD 88     -        28.85   (+/-2cm)      94.7    (feet)  VERTCON   
 BK1175  ___________________________________________________________________
 BK1175  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1175
 BK1175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1175
 BK1175.The horizontal coordinates were scaled from a topographic map and have
 BK1175.an estimated accuracy of +/- 6 seconds.
 BK1175
 BK1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1175.The vertical order pertains to the NGVD 29 superseded value.
 BK1175
 BK1175.The geoid height was determined by GEOID03.
 BK1175
 BK1175;                    North         East    Units  Estimated Accuracy
 BK1175;SPC LA S     -   254,760.      881,720.      MT  (+/- 180 meters Scaled)
 BK1175
 BK1175                          SUPERSEDED SURVEY CONTROL
 BK1175
 BK1175  NGVD 29 (??/??/??)   28.822  (m)           94.56   (f) ADJUSTED    2 0
 BK1175
 BK1175.Superseded values are not recommended for survey control.
 BK1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1175.See file dsdata.txt to determine how the superseded data were derived.
 BK1175
 BK1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ412066(NAD 83)
 BK1175_MARKER: DD = SURVEY DISK
 BK1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1175_STAMPING: A 3924
 BK1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1175+STABILITY: SURFACE MOTION
 BK1175
 BK1175  HISTORY     - Date     Condition        Report By
 BK1175  HISTORY     - UNK      MONUMENTED       LAGS
 BK1175  HISTORY     - 1961     GOOD             CGS
 BK1175
 BK1175                          STATION DESCRIPTION
 BK1175
 BK1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1175'6.45 MI SE FROM OAKDALE.
 BK1175'ABOUT 6.45 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1175'PACIFIC RAILROAD STATION AT OAKDALE, 0.3 MILE SOUTHEAST OF THE
 BK1175'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 106, IN SECTION 15, T 3 S, R
 BK1175'2 W, 0.1 MILE NORTHWEST OF A CONCRETE HIGHWAY BRIDGE, 47 FEET
 BK1175'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF A BRACE
 BK1175'POLE, 8 1/2 FEET NORTH OF A 14-INCH GUM TREE MARKED WITH A WHITE
 BK1175'TRIANGULAR BLAZE, ABOUT 3 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP
 BK1175'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1176 ***********************************************************************
 BK1176  DESIGNATION -  A 3925 LAGS
 BK1176  PID         -  BK1176
 BK1176  STATE/COUNTY-  LA/EVANGELINE
 BK1176  USGS QUAD   -  BEAVER (1968)
 BK1176
 BK1176                         *CURRENT SURVEY CONTROL
 BK1176  ___________________________________________________________________
 BK1176* NAD 83(1986)-  30 47 15.     (N)    092 34 04.     (W)     SCALED    
 BK1176* NAVD 88     -        31.48   (+/-2cm)     103.3    (feet)  VERTCON   
 BK1176  ___________________________________________________________________
 BK1176  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1176
 BK1176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1176
 BK1176.The horizontal coordinates were scaled from a topographic map and have
 BK1176.an estimated accuracy of +/- 6 seconds.
 BK1176
 BK1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1176.The vertical order pertains to the NGVD 29 superseded value.
 BK1176
 BK1176.The geoid height was determined by GEOID03.
 BK1176
 BK1176;                    North         East    Units  Estimated Accuracy
 BK1176;SPC LA S     -   254,200.      881,850.      MT  (+/- 180 meters Scaled)
 BK1176
 BK1176                          SUPERSEDED SURVEY CONTROL
 BK1176
 BK1176  NGVD 29 (??/??/??)   31.447  (m)          103.17   (f) ADJUSTED    2 0
 BK1176
 BK1176.Superseded values are not recommended for survey control.
 BK1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1176.See file dsdata.txt to determine how the superseded data were derived.
 BK1176
 BK1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ413061(NAD 83)
 BK1176_MARKER: DD = SURVEY DISK
 BK1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1176_STAMPING: A 3925
 BK1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1176+STABILITY: SURFACE MOTION
 BK1176
 BK1176  HISTORY     - Date     Condition        Report By
 BK1176  HISTORY     - UNK      MONUMENTED       LAGS
 BK1176  HISTORY     - 1961     GOOD             CGS
 BK1176  HISTORY     - 1968     MARK NOT FOUND   USGS
 BK1176
 BK1176                          STATION DESCRIPTION
 BK1176
 BK1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1176'6.8 MI SE FROM OAKDALE.
 BK1176'ABOUT 6.8 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1176'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 22, T 3 S, R 2 W, WEST
 BK1176'OF AND ACROSS THE HIGHWAY FROM A FARMHOUSE, 118 YARDS SOUTHEAST OF THE
 BK1176'CENTER LINE OF A GRADED DIRT ROAD, 31 FEET SOUTHWEST OF THE CENTER
 BK1176'LINE OF THE HIGHWAY, 5 1/2 FEET NORTH OF A FORKED OAK TREE, 5 1/2 FEET
 BK1176'NORTHEAST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 BK1176'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1176
 BK1176                          STATION RECOVERY (1968)
 BK1176
 BK1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BK1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1177 ***********************************************************************
 BK1177  DESIGNATION -  A 3926 LAGS
 BK1177  PID         -  BK1177
 BK1177  STATE/COUNTY-  LA/EVANGELINE
 BK1177  USGS QUAD   -  BEAVER (1968)
 BK1177
 BK1177                         *CURRENT SURVEY CONTROL
 BK1177  ___________________________________________________________________
 BK1177* NAD 83(1986)-  30 47 00.     (N)    092 33 43.     (W)     SCALED    
 BK1177* NAVD 88     -        29.03   (+/-2cm)      95.2    (feet)  VERTCON   
 BK1177  ___________________________________________________________________
 BK1177  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK1177
 BK1177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1177
 BK1177.The horizontal coordinates were scaled from a topographic map and have
 BK1177.an estimated accuracy of +/- 6 seconds.
 BK1177
 BK1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1177.The vertical order pertains to the NGVD 29 superseded value.
 BK1177
 BK1177.The geoid height was determined by GEOID03.
 BK1177
 BK1177;                    North         East    Units  Estimated Accuracy
 BK1177;SPC LA S     -   253,730.      882,400.      MT  (+/- 180 meters Scaled)
 BK1177
 BK1177                          SUPERSEDED SURVEY CONTROL
 BK1177
 BK1177  NGVD 29 (??/??/??)   28.996  (m)           95.13   (f) ADJUSTED    2 0
 BK1177
 BK1177.Superseded values are not recommended for survey control.
 BK1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1177.See file dsdata.txt to determine how the superseded data were derived.
 BK1177
 BK1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ419056(NAD 83)
 BK1177_MARKER: DD = SURVEY DISK
 BK1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1177_STAMPING: A 3926
 BK1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1177+STABILITY: SURFACE MOTION
 BK1177
 BK1177  HISTORY     - Date     Condition        Report By
 BK1177  HISTORY     - UNK      MONUMENTED       LAGS
 BK1177  HISTORY     - 1961     GOOD             CGS
 BK1177
 BK1177                          STATION DESCRIPTION
 BK1177
 BK1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1177'7.25 MI SE FROM OAKDALE.
 BK1177'ABOUT 7.25 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1177'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 22, T 3 S, R 2 W, 0.3
 BK1177'MILE NORTHWEST OF THE BEAVER FIRE TOWER, ABOUT 450 FEET NORTHWEST OF A
 BK1177'CURVE IN THE HIGHWAY, 28 FEET NORTHEAST OF THE CENTER LINE OF THE
 BK1177'HIGHWAY, 2 FEET SOUTHEAST OF A BRACED POWER POLE NUMBERED 78, ABOUT 1
 BK1177'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BK1177'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1179 ***********************************************************************
 BK1179  DESIGNATION -  A 3930 LAGS
 BK1179  PID         -  BK1179
 BK1179  STATE/COUNTY-  LA/EVANGELINE
 BK1179  USGS QUAD   -  BEAVER (1968)
 BK1179
 BK1179                         *CURRENT SURVEY CONTROL
 BK1179  ___________________________________________________________________
 BK1179* NAD 83(1986)-  30 46 06.     (N)    092 31 59.     (W)     SCALED    
 BK1179* NAVD 88     -        26.18   (+/-2cm)      85.9    (feet)  VERTCON   
 BK1179  ___________________________________________________________________
 BK1179  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1179
 BK1179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1179
 BK1179.The horizontal coordinates were scaled from a topographic map and have
 BK1179.an estimated accuracy of +/- 6 seconds.
 BK1179
 BK1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1179.The vertical order pertains to the NGVD 29 superseded value.
 BK1179
 BK1179.The geoid height was determined by GEOID03.
 BK1179
 BK1179;                    North         East    Units  Estimated Accuracy
 BK1179;SPC LA S     -   252,040.      885,150.      MT  (+/- 180 meters Scaled)
 BK1179
 BK1179                          SUPERSEDED SURVEY CONTROL
 BK1179
 BK1179  NGVD 29 (??/??/??)   26.145  (m)           85.78   (f) ADJUSTED    2 0
 BK1179
 BK1179.Superseded values are not recommended for survey control.
 BK1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1179.See file dsdata.txt to determine how the superseded data were derived.
 BK1179
 BK1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ446040(NAD 83)
 BK1179_MARKER: DD = SURVEY DISK
 BK1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1179_STAMPING: A 3930
 BK1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1179+STABILITY: SURFACE MOTION
 BK1179
 BK1179  HISTORY     - Date     Condition        Report By
 BK1179  HISTORY     - UNK      MONUMENTED       LAGS
 BK1179  HISTORY     - 1961     GOOD             CGS
 BK1179  HISTORY     - 1968     MARK NOT FOUND   USGS
 BK1179
 BK1179                          STATION DESCRIPTION
 BK1179
 BK1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1179'9.3 MI SE FROM OAKDALE.
 BK1179'ABOUT 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1179'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 25, T 3 S, R 2 W, 0.1
 BK1179'MILE EAST OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, ON THE
 BK1179'OUTSIDE OF A CURVE AND 32 FEET NORTH OF THE CENTER LINE OF THE
 BK1179'HIGHWAY, 85 FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE
 BK1179'DRIVEWAY LEADING SOUTH, 84 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 BK1179'FROM A BRACED POWER POLE, 14 1/2 FEET EAST OF A 10-INCH OAK TREE, 3
 BK1179'FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 BK1179'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BK1179
 BK1179                          STATION RECOVERY (1968)
 BK1179
 BK1179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BK1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1180 ***********************************************************************
 BK1180  DESIGNATION -  A 3931 LAGS
 BK1180  PID         -  BK1180
 BK1180  STATE/COUNTY-  LA/EVANGELINE
 BK1180  USGS QUAD   -  BEAVER (1968)
 BK1180
 BK1180                         *CURRENT SURVEY CONTROL
 BK1180  ___________________________________________________________________
 BK1180* NAD 83(1986)-  30 45 52.     (N)    092 31 26.     (W)     SCALED    
 BK1180* NAVD 88     -        30.82   (+/-2cm)     101.1    (feet)  VERTCON   
 BK1180  ___________________________________________________________________
 BK1180  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK1180
 BK1180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1180
 BK1180.The horizontal coordinates were scaled from a topographic map and have
 BK1180.an estimated accuracy of +/- 6 seconds.
 BK1180
 BK1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1180.The vertical order pertains to the NGVD 29 superseded value.
 BK1180
 BK1180.The geoid height was determined by GEOID03.
 BK1180
 BK1180;                    North         East    Units  Estimated Accuracy
 BK1180;SPC LA S     -   251,600.      886,020.      MT  (+/- 180 meters Scaled)
 BK1180
 BK1180                          SUPERSEDED SURVEY CONTROL
 BK1180
 BK1180  NGVD 29 (??/??/??)   30.784  (m)          101.00   (f) ADJUSTED    2 0
 BK1180
 BK1180.Superseded values are not recommended for survey control.
 BK1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1180.See file dsdata.txt to determine how the superseded data were derived.
 BK1180
 BK1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ455035(NAD 83)
 BK1180_MARKER: DD = SURVEY DISK
 BK1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1180_STAMPING: A 3931
 BK1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1180+STABILITY: SURFACE MOTION
 BK1180
 BK1180  HISTORY     - Date     Condition        Report By
 BK1180  HISTORY     - UNK      MONUMENTED       LAGS
 BK1180  HISTORY     - 1961     GOOD             CGS
 BK1180
 BK1180                          STATION DESCRIPTION
 BK1180
 BK1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1180'9.9 MI SE FROM OAKDALE.
 BK1180'ABOUT 9.9 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1180'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 25, T 3 S, R 2 W, 0.2
 BK1180'MILE NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 146
 BK1180'YARDS SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, ON THE
 BK1180'OUTSIDE OF A CURVE AND 36 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 BK1180'HIGHWAY, 85 FEET SOUTHEAST OF A BRACED POWER POLE, ABOUT 1 1/2 FEET
 BK1180'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BK1180'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1182 ***********************************************************************
 BK1182  DESIGNATION -  A 3932 LAGS
 BK1182  PID         -  BK1182
 BK1182  STATE/COUNTY-  LA/EVANGELINE
 BK1182  USGS QUAD   -  BEAVER (1968)
 BK1182
 BK1182                         *CURRENT SURVEY CONTROL
 BK1182  ___________________________________________________________________
 BK1182* NAD 83(1986)-  30 45 33.     (N)    092 31 08.     (W)     SCALED    
 BK1182* NAVD 88     -        33.14   (+/-2cm)     108.7    (feet)  VERTCON   
 BK1182  ___________________________________________________________________
 BK1182  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK1182
 BK1182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1182
 BK1182.The horizontal coordinates were scaled from a topographic map and have
 BK1182.an estimated accuracy of +/- 6 seconds.
 BK1182
 BK1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1182.The vertical order pertains to the NGVD 29 superseded value.
 BK1182
 BK1182.The geoid height was determined by GEOID03.
 BK1182
 BK1182;                    North         East    Units  Estimated Accuracy
 BK1182;SPC LA S     -   251,010.      886,490.      MT  (+/- 180 meters Scaled)
 BK1182
 BK1182                          SUPERSEDED SURVEY CONTROL
 BK1182
 BK1182  NGVD 29 (??/??/??)   33.107  (m)          108.62   (f) ADJUSTED    2 0
 BK1182
 BK1182.Superseded values are not recommended for survey control.
 BK1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1182.See file dsdata.txt to determine how the superseded data were derived.
 BK1182
 BK1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ460030(NAD 83)
 BK1182_MARKER: DD = SURVEY DISK
 BK1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1182_STAMPING: A 3932
 BK1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1182+STABILITY: SURFACE MOTION
 BK1182
 BK1182  HISTORY     - Date     Condition        Report By
 BK1182  HISTORY     - UNK      MONUMENTED       LAGS
 BK1182  HISTORY     - 1961     GOOD             CGS
 BK1182
 BK1182                          STATION DESCRIPTION
 BK1182
 BK1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1182'10.35 MI SE FROM OAKDALE.
 BK1182'ABOUT 10.35 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1182'PACIFIC RAILROAD STATION AT OAKDALE, OR 10.75 MILES NORTHWESTG ALONG
 BK1182'STATE HIGHWAY 10 FROM THE HIGH SCHOOL BUILDING AT VIDRINE, IN SECTION
 BK1182'30, T 3 S, R 1 W, 0.3 MILE SOUTHEAST OF THE JUNCTION OF THE HIGHWAY
 BK1182'AND A GRADED DIRT ROAD, 33 FEET NORTHEAST OF THE CENTER LINE OF THE
 BK1182'HIGHWAY, 182 FEET NORTHWEST OF THE CENTER LINE OF THE JUNCTION OF THE
 BK1182'HIGHWAY AND A GRAVELED ROAD LEADING SOUTHWEST TO A HOUSE COVERED WITH
 BK1182'IMITATION BRICK SIDING, 131 FEET NORTHWEST OF A POWER POLE WITH A LINE
 BK1182'CROSSING OVER THE HIGHWAY, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 BK1182'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1183 ***********************************************************************
 BK1183  DESIGNATION -  A 3933 LAGS
 BK1183  PID         -  BK1183
 BK1183  STATE/COUNTY-  LA/EVANGELINE
 BK1183  USGS QUAD   -  BEAVER (1968)
 BK1183
 BK1183                         *CURRENT SURVEY CONTROL
 BK1183  ___________________________________________________________________
 BK1183* NAD 83(1986)-  30 45 03.     (N)    092 30 41.     (W)     SCALED    
 BK1183* NAVD 88     -        30.80   (+/-2cm)     101.0    (feet)  VERTCON   
 BK1183  ___________________________________________________________________
 BK1183  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK1183
 BK1183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1183
 BK1183.The horizontal coordinates were scaled from a topographic map and have
 BK1183.an estimated accuracy of +/- 6 seconds.
 BK1183
 BK1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1183.The vertical order pertains to the NGVD 29 superseded value.
 BK1183
 BK1183.The geoid height was determined by GEOID03.
 BK1183
 BK1183;                    North         East    Units  Estimated Accuracy
 BK1183;SPC LA S     -   250,080.      887,200.      MT  (+/- 180 meters Scaled)
 BK1183
 BK1183                          SUPERSEDED SURVEY CONTROL
 BK1183
 BK1183  NGVD 29 (??/??/??)   30.769  (m)          100.95   (f) ADJUSTED    2 0
 BK1183
 BK1183.Superseded values are not recommended for survey control.
 BK1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1183.See file dsdata.txt to determine how the superseded data were derived.
 BK1183
 BK1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ467020(NAD 83)
 BK1183_MARKER: DD = SURVEY DISK
 BK1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1183_STAMPING: A 3933
 BK1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1183+STABILITY: SURFACE MOTION
 BK1183
 BK1183  HISTORY     - Date     Condition        Report By
 BK1183  HISTORY     - UNK      MONUMENTED       LAGS
 BK1183  HISTORY     - 1961     GOOD             CGS
 BK1183  HISTORY     - 1980     GOOD             USGS
 BK1183
 BK1183                          STATION DESCRIPTION
 BK1183
 BK1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1183'10.0 MI NW FROM VIDRINE.
 BK1183'ABOUT 10.0 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK1183'BUILDING AT VIDRINE, OR 11.1 MILES SOUTHEAST ALONG STATE HIGHWAY 10
 BK1183'FROM THE MISSOURI PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 31,
 BK1183'T 3 S, R 1 W, 27 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 264
 BK1183'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 139 FEET NORTH OF
 BK1183'AND ACROSS THE HIGHWAY FROM A BRACED POWER POLE, 75 1/2 FEET SOUTH OF
 BK1183'A LONE 14-INCH PINE TREE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 BK1183'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BK1183
 BK1183                          STATION RECOVERY (1980)
 BK1183
 BK1183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0056 ***********************************************************************
 BK0056  DESIGNATION -  A 3937 LAGS
 BK0056  PID         -  BK0056
 BK0056  STATE/COUNTY-  LA/EVANGELINE
 BK0056  USGS QUAD   -  BOND (1986)
 BK0056
 BK0056                         *CURRENT SURVEY CONTROL
 BK0056  ___________________________________________________________________
 BK0056* NAD 83(1986)-  30 42 20.     (N)    092 30 02.     (W)     SCALED    
 BK0056* NAVD 88     -        17.88   (+/-2cm)      58.7    (feet)  VERTCON   
 BK0056  ___________________________________________________________________
 BK0056  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK0056
 BK0056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0056
 BK0056.The horizontal coordinates were scaled from a topographic map and have
 BK0056.an estimated accuracy of +/- 6 seconds.
 BK0056
 BK0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0056.The vertical order pertains to the NGVD 29 superseded value.
 BK0056
 BK0056.The geoid height was determined by GEOID03.
 BK0056
 BK0056;                    North         East    Units  Estimated Accuracy
 BK0056;SPC LA S     -   245,050.      888,190.      MT  (+/- 180 meters Scaled)
 BK0056
 BK0056                          SUPERSEDED SURVEY CONTROL
 BK0056
 BK0056  NGVD 29 (??/??/??)   17.843  (m)           58.54   (f) ADJUSTED    2 0
 BK0056
 BK0056.Superseded values are not recommended for survey control.
 BK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0056.See file dsdata.txt to determine how the superseded data were derived.
 BK0056
 BK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP478970(NAD 83)
 BK0056_MARKER: DD = SURVEY DISK
 BK0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0056_STAMPING: A 3937
 BK0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0056+STABILITY: SURFACE MOTION
 BK0056
 BK0056  HISTORY     - Date     Condition        Report By
 BK0056  HISTORY     - UNK      MONUMENTED       LAGS
 BK0056  HISTORY     - 1961     GOOD             CGS
 BK0056
 BK0056                          STATION DESCRIPTION
 BK0056
 BK0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0056'6.8 MI NW FROM VIDRINE.
 BK0056'ABOUT 6.8 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0056'BUILDING AT VIDRINE, IN SECTION 18, T 3 S, R 1 W, ABOUT 400 YARDS
 BK0056'SOUTH OF THE MIDWAY NITE CLUB LOCATED ON THE WEST SIDE OF THE HIGHWAY,
 BK0056'30 FEET WEST OF THE CENTER LINE OF A CURVE IN THE HIGHWAY, 275 FEET
 BK0056'SOUTH OF A BRACED POWER POLE, 125 FEET SOUTH OF THE CENTER LINE OF A
 BK0056'GRAVELED ROAD LEADING WEST, 28 FEET NORTHEAST OF A 22-INCH OAK TREE,
 BK0056'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BK0056'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0057 ***********************************************************************
 BK0057  DESIGNATION -  A 3938 LAGS
 BK0057  PID         -  BK0057
 BK0057  STATE/COUNTY-  LA/EVANGELINE
 BK0057  USGS QUAD   -  MAMOU (1983)
 BK0057
 BK0057                         *CURRENT SURVEY CONTROL
 BK0057  ___________________________________________________________________
 BK0057* NAD 83(1986)-  30 41 58.     (N)    092 29 53.     (W)     SCALED    
 BK0057* NAVD 88     -        17.81   (+/-2cm)      58.4    (feet)  VERTCON   
 BK0057  ___________________________________________________________________
 BK0057  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK0057
 BK0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0057
 BK0057.The horizontal coordinates were scaled from a topographic map and have
 BK0057.an estimated accuracy of +/- 6 seconds.
 BK0057
 BK0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0057.The vertical order pertains to the NGVD 29 superseded value.
 BK0057
 BK0057.The geoid height was determined by GEOID03.
 BK0057
 BK0057;                    North         East    Units  Estimated Accuracy
 BK0057;SPC LA S     -   244,370.      888,420.      MT  (+/- 180 meters Scaled)
 BK0057
 BK0057                          SUPERSEDED SURVEY CONTROL
 BK0057
 BK0057  NGVD 29 (??/??/??)   17.772  (m)           58.31   (f) ADJUSTED    2 0
 BK0057
 BK0057.Superseded values are not recommended for survey control.
 BK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0057.See file dsdata.txt to determine how the superseded data were derived.
 BK0057
 BK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP480964(NAD 83)
 BK0057_MARKER: DD = SURVEY DISK
 BK0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0057_STAMPING: A 3938
 BK0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0057+STABILITY: SURFACE MOTION
 BK0057
 BK0057  HISTORY     - Date     Condition        Report By
 BK0057  HISTORY     - UNK      MONUMENTED       LAGS
 BK0057  HISTORY     - 1961     GOOD             CGS
 BK0057  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0057
 BK0057                          STATION DESCRIPTION
 BK0057
 BK0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0057'6.35 MI NW FROM VIDRINE.
 BK0057'ABOUT 6.35 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0057'BUILDING AT VIDRINE, IN SECTION 21, T 4 S, R 1 W, 0.4 MILE WEST OF A
 BK0057'CONCRETE BRIDGE OVER BAY NEZPIQUE, 480 FEET NORTHWEST OF THE NORTHWEST
 BK0057'END OF A DOUBLE CHANNEL CULVERT, NEAR THE NORTHWEST END OF A CURVE AND
 BK0057'29 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF
 BK0057'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 BK0057'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK0057
 BK0057                          STATION RECOVERY (1980)
 BK0057
 BK0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0059 ***********************************************************************
 BK0059  DESIGNATION -  A 3941 LAGS
 BK0059  PID         -  BK0059
 BK0059  STATE/COUNTY-  LA/EVANGELINE
 BK0059  USGS QUAD   -  MAMOU (1983)
 BK0059
 BK0059                         *CURRENT SURVEY CONTROL
 BK0059  ___________________________________________________________________
 BK0059* NAD 83(1986)-  30 41 32.     (N)    092 28 23.     (W)     SCALED    
 BK0059* NAVD 88     -        18.77   (+/-2cm)      61.6    (feet)  VERTCON   
 BK0059  ___________________________________________________________________
 BK0059  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0059
 BK0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0059
 BK0059.The horizontal coordinates were scaled from a topographic map and have
 BK0059.an estimated accuracy of +/- 6 seconds.
 BK0059
 BK0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0059.The vertical order pertains to the NGVD 29 superseded value.
 BK0059
 BK0059.The geoid height was determined by GEOID03.
 BK0059
 BK0059;                    North         East    Units  Estimated Accuracy
 BK0059;SPC LA S     -   243,540.      890,810.      MT  (+/- 180 meters Scaled)
 BK0059
 BK0059                          SUPERSEDED SURVEY CONTROL
 BK0059
 BK0059  NGVD 29 (??/??/??)   18.736  (m)           61.47   (f) ADJUSTED    2 0
 BK0059
 BK0059.Superseded values are not recommended for survey control.
 BK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0059.See file dsdata.txt to determine how the superseded data were derived.
 BK0059
 BK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP504956(NAD 83)
 BK0059_MARKER: DD = SURVEY DISK
 BK0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0059_STAMPING: A 3941
 BK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0059+STABILITY: SURFACE MOTION
 BK0059
 BK0059  HISTORY     - Date     Condition        Report By
 BK0059  HISTORY     - UNK      MONUMENTED       LAGS
 BK0059  HISTORY     - 1961     GOOD             CGS
 BK0059
 BK0059                          STATION DESCRIPTION
 BK0059
 BK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0059'4.65 MI NW FROM VIDRINE.
 BK0059'ABOUT 4.65 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0059'BUILDING AT VIDRINE, IN SECTION 23, T 4 S, R 1 W, 0.15 MILE WEST OF A
 BK0059'SMALL STORE ON THE NORTH SIDE OF THE HIGHWAY, 105 FEET SOUTHEAST OF
 BK0059'AND ACROSS THE HIGHWAY FROM A CHURCH, 27 1/2 FEET SOUTH OF THE CENTER
 BK0059'LINE OF THE HIGHWAY, 56 1/2 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM
 BK0059'A POWER POLE, 14 1/2 FEET EAST OF A TELEPHONE POLE, 4 INCHES NORTH OF
 BK0059'A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BK0059'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0061 ***********************************************************************
 BK0061  DESIGNATION -  A 3945 LAGS
 BK0061  PID         -  BK0061
 BK0061  STATE/COUNTY-  LA/EVANGELINE
 BK0061  USGS QUAD   -  MAMOU (1983)
 BK0061
 BK0061                         *CURRENT SURVEY CONTROL
 BK0061  ___________________________________________________________________
 BK0061* NAD 83(1986)-  30 41 20.     (N)    092 26 02.     (W)     SCALED    
 BK0061* NAVD 88     -        19.22   (+/-2cm)      63.1    (feet)  VERTCON   
 BK0061  ___________________________________________________________________
 BK0061  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK0061
 BK0061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0061
 BK0061.The horizontal coordinates were scaled from a topographic map and have
 BK0061.an estimated accuracy of +/- 6 seconds.
 BK0061
 BK0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0061.The vertical order pertains to the NGVD 29 superseded value.
 BK0061
 BK0061.The geoid height was determined by GEOID03.
 BK0061
 BK0061;                    North         East    Units  Estimated Accuracy
 BK0061;SPC LA S     -   243,140.      894,550.      MT  (+/- 180 meters Scaled)
 BK0061
 BK0061                          SUPERSEDED SURVEY CONTROL
 BK0061
 BK0061  NGVD 29 (??/??/??)   19.187  (m)           62.95   (f) ADJUSTED    2 0
 BK0061
 BK0061.Superseded values are not recommended for survey control.
 BK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0061.See file dsdata.txt to determine how the superseded data were derived.
 BK0061
 BK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP542952(NAD 83)
 BK0061_MARKER: DD = SURVEY DISK
 BK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0061_STAMPING: A 3945
 BK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0061+STABILITY: SURFACE MOTION
 BK0061
 BK0061  HISTORY     - Date     Condition        Report By
 BK0061  HISTORY     - UNK      MONUMENTED       LAGS
 BK0061  HISTORY     - 1961     GOOD             CGS
 BK0061  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0061
 BK0061                          STATION DESCRIPTION
 BK0061
 BK0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0061'2.25 MI NW FROM VIDRINE.
 BK0061'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0061'BUILDING AT VIDRINE, IN SECTION 25, T 4 S, R 1 W, 0.1 MILE WEST OF A
 BK0061'DIRT ROAD INTERSECTION, 40 FEET SOUTH OF THE CENTER LINE OF THE
 BK0061'HIGHWAY, 380 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE THAT IS
 BK0061'SURROUNDED BY TREES, 134 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BK0061'FARMHOUSE, 70 FEET EAST OF A YARD FENCE, 16 FEET SOUTH OF A FENCE,
 BK0061'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BK0061'PROJECTING 6 INCHES.
 BK0061
 BK0061                          STATION RECOVERY (1980)
 BK0061
 BK0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1509 ***********************************************************************
 BX1509  DESIGNATION -  A 41
 BX1509  PID         -  BX1509
 BX1509  STATE/COUNTY-  LA/WINN
 BX1509  USGS QUAD   -  CALVIN (1983)
 BX1509
 BX1509                         *CURRENT SURVEY CONTROL
 BX1509  ___________________________________________________________________
 BX1509* NAD 83(1986)-  31 58 08.     (N)    092 49 39.     (W)     SCALED    
 BX1509* NAVD 88     -        52.02   (+/-2cm)     170.7    (feet)  VERTCON   
 BX1509  ___________________________________________________________________
 BX1509  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX1509
 BX1509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1509
 BX1509.The horizontal coordinates were scaled from a topographic map and have
 BX1509.an estimated accuracy of +/- 6 seconds.
 BX1509
 BX1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1509.The vertical order pertains to the NGVD 29 superseded value.
 BX1509
 BX1509.The geoid height was determined by GEOID03.
 BX1509
 BX1509;                    North         East    Units  Estimated Accuracy
 BX1509;SPC LA N     -   162,910.      969,050.      MT  (+/- 180 meters Scaled)
 BX1509
 BX1509                          SUPERSEDED SURVEY CONTROL
 BX1509
 BX1509  NGVD 29 (??/??/??)   52.053  (m)          170.78   (f) ADJUSTED    2 0
 BX1509
 BX1509.Superseded values are not recommended for survey control.
 BX1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1509.See file dsdata.txt to determine how the superseded data were derived.
 BX1509
 BX1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR162370(NAD 83)
 BX1509_MARKER: DB = BENCH MARK DISK
 BX1509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1509_SP_SET: FOUNDATION
 BX1509_STAMPING: A 41 1934
 BX1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1509
 BX1509  HISTORY     - Date     Condition        Report By
 BX1509  HISTORY     - 1934     MONUMENTED       CGS
 BX1509
 BX1509                          STATION DESCRIPTION
 BX1509
 BX1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1509'3.2 MI W FROM CALVIN.
 BX1509'ABOUT 3.2 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1509'STATION AT CALVIN, WINN PARISH, ABOUT 220 YARDS WEST OF MILEPOST 136,
 BX1509'ABOUT 450 YARDS EAST OF A CURVE, ABOUT 155 YARDS WEST OF ANOTHER
 BX1509'CURVE, IN THE CENTER OF THE TOP OF THE NORTH FOUNDATION OF A CONCRETE
 BX1509'BRIDGE, AND 22 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 BX1509'DISK, STAMPED A 41 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1708 ***********************************************************************
 AU1708  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1708  DESIGNATION -  A 4100 LAGS
 AU1708  PID         -  AU1708
 AU1708  STATE/COUNTY-  LA/IBERIA
 AU1708  USGS QUAD   -  JEANERETTE (1994)
 AU1708
 AU1708                         *CURRENT SURVEY CONTROL
 AU1708  ___________________________________________________________________
 AU1708* NAD 83(1992)-  29 54 33.19364(N)    091 39 54.98279(W)     ADJUSTED  
 AU1708* NAVD 88     -         4.47 **(meters)      14.7  **(feet)  GPS OBS(2004.65)
 AU1708  **This station is located in a subsidence area (see below).
 AU1708  ___________________________________________________________________
 AU1708  EPOCH DATE  -        2004.65
 AU1708  X           -    -160,798.841 (meters)                     COMP
 AU1708  Y           -  -5,530,925.289 (meters)                     COMP
 AU1708  Z           -   3,161,643.928 (meters)                     COMP
 AU1708  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU1708  ELLIP HEIGHT-         -21.97  (meters)          (06/22/05) GPS OBS
 AU1708  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AU1708
 AU1708  HORZ ORDER  -  B
 AU1708  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU1708  ELLP ORDER  -  FOURTH    CLASS I
 AU1708
 AU1708.The horizontal coordinates were established by GPS observations
 AU1708.and adjusted by the National Geodetic Survey in June 2005..
 AU1708.The horizontal coordinates are valid at the epoch date displayed above.
 AU1708.The epoch date for horizontal control is a decimal equivalence
 AU1708.of Year/Month/Day.
 AU1708
 AU1708 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1708 ** and geoid heights are valid at the date of observation. These heights
 AU1708 ** must always be validated when used as control.
 AU1708 ** The orthometric height was determined by GPS observations using
 AU1708 ** precise GPS observation and processing techniques and a new
 AU1708 ** realization of GEOID03. It supersedes the leveled height previously
 AU1708 ** determined for this station.
 AU1708 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1708 ** epoch indicated which incorporates improved geoid heights for the
 AU1708 ** Southern Louisiana Subsidence area.
 AU1708 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1708.The orthometric height was determined by GPS observations and a
 AU1708.high-resolution geoid model using precise GPS observation and
 AU1708.processing techniques.
 AU1708.The vertical order pertains to the NGVD 29 superseded value.
 AU1708
 AU1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1708
 AU1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1708
 AU1708.The ellipsoidal height was determined by GPS observations
 AU1708.and is referenced to NAD 83.
 AU1708
 AU1708.The geoid height was determined by GEOID03.
 AU1708
 AU1708;                    North         East     Units Scale Factor Converg.
 AU1708;SPC LA S     -   156,250.518   967,945.651   MT  0.99992702   -0 09 57.5
 AU1708;SPC LA S     -   512,631.91  3,175,668.36   sFT  0.99992702   -0 09 57.5
 AU1708;UTM  15      - 3,309,474.765   628,854.237   MT  0.99980485   +0 39 56.2
 AU1708
 AU1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1708!SPC LA S     -   1.00000345  x   0.99992702  =   0.99993047
 AU1708!UTM  15      -   1.00000345  x   0.99980485  =   0.99980830
 AU1708
 AU1708                          SUPERSEDED SURVEY CONTROL
 AU1708
 AU1708  NGVD 29 (??/??/??)    4.580  (m)           15.03   (f) ADJUSTED    1 1
 AU1708
 AU1708.Superseded values are not recommended for survey control.
 AU1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1708.See file dsdata.txt to determine how the superseded data were derived.
 AU1708
 AU1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2885409475(NAD 83)
 AU1708_MARKER: DD = SURVEY DISK
 AU1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1708_STAMPING: 4100
 AU1708_MARK LOGO: LAGS  
 AU1708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1708+STABILITY: SURFACE MOTION
 AU1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1708+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AU1708
 AU1708  HISTORY     - Date     Condition        Report By
 AU1708  HISTORY     - UNK      MONUMENTED       LAGS
 AU1708  HISTORY     - 1969     GOOD             CGS
 AU1708  HISTORY     - 20040426 GOOD             NGS
 AU1708  HISTORY     - 20051014 GOOD             NGS
 AU1708
 AU1708                          STATION DESCRIPTION
 AU1708
 AU1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU1708'IN JEANERETTE.
 AU1708'AT JEANERETTE, ABOUT 0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC
 AU1708'COMPANY RAILROAD FROM THE STATION, 83 1/2 FEET SOUTHWEST OF THE CENTER
 AU1708'OF THE CROSSING OF CANAL STREET, (STATE HIGHWAY 671), IN THE LAWN FOR
 AU1708'A ONE STORY FRAME HOUSE, 78 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 36.1
 AU1708'FEET EAST OF THE SOUTH CORNER OF A RESIDENCE, 36.2 FEET SOUTH OF THE
 AU1708'EAST CORNER OF A RESIDENCE, 21.7 FEET NORTHWEST OF THE CENTER LINE OF
 AU1708'THE STREET, 28.2 FEET SOUTHEAST OF THE SOUTH CORNER OF THE CONCRETE
 AU1708'STEP AT ENTRANCE DOOR TO HOUSE, 1 FOOT BELOW THE LEVEL OF THE STREET
 AU1708'AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE
 AU1708'GROUND.
 AU1708
 AU1708                          STATION RECOVERY (2004)
 AU1708
 AU1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1708'THE STATION IS LOCATED AT 501 CANAL STREET IN JEANERETTE.
 AU1708' 
 AU1708'TO REACH THE STATION FROM THE INTERSECTION OF THE CENTER OF THE US
 AU1708'HIGHWAY 90 AND STATE  HIGHWAY 668 ABOUT 1.0 MI SOUTHWEST OF
 AU1708'JEANERETTE, GO NORTHEAST FOR 1.6 MI  ON HIGHWAY 668,  BECOMING CANAL
 AU1708'STREET,  TO THE STATION ON THE LEFT IN THE YARD OF A PRIVATE RESIDENCE
 AU1708'AT 501  CANAL STREET JUST BEFORE CROSSING RAILROAD TRACKS.
 AU1708' 
 AU1708'THE STATION IS LOCATED 11.1 M EAST OF THE SOUTH CORNER OF HOUSE NUMBER
 AU1708'501, 7.4 M SOUTHWEST OF  THE CENTER OF A GRAVEL DRIVE LEADING TO HOUSE
 AU1708'NUMBER 501, 7.0 M NORTHWEST OF THE CENTER OF  CANAL STREET, AND THE
 AU1708'MONUMENT IS 0.1 M BELOW THE LEVEL OF THE GROUND SURFACE.  NOTE--THE
 AU1708'MONUMENT HAS BEEN HIT BUT APPEARS TO BE SOLID.
 AU1708
 AU1708                          STATION RECOVERY (2005)
 AU1708
 AU1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AU1708'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  11.6 M SOUTHWEST
 AU1708'OF A UTILITY POLE, 1.2 M NORTHWEST OF THE CENTER OF A GRAVEL WALKWAY,
 AU1708'AND RECESSED 0.1 M BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1711 ***********************************************************************
 BK1711  DESIGNATION -  A 4123
 BK1711  PID         -  BK1711
 BK1711  STATE/COUNTY-  LA/CALCASIEU
 BK1711  USGS QUAD   -  VINTON (1994)
 BK1711
 BK1711                         *CURRENT SURVEY CONTROL
 BK1711  ___________________________________________________________________
 BK1711* NAD 83(1986)-  30 12 05.     (N)    093 33 43.     (W)     SCALED    
 BK1711* NAVD 88     -         3.874  (meters)      12.71   (feet)  ADJUSTED  
 BK1711  ___________________________________________________________________
 BK1711  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1711  DYNAMIC HT  -           3.868 (meters)      12.69  (feet)  COMP
 BK1711  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 BK1711
 BK1711  VERT ORDER  -  FIRST     CLASS I
 BK1711
 BK1711.The horizontal coordinates were scaled from a topographic map and have
 BK1711.an estimated accuracy of +/- 6 seconds.
 BK1711
 BK1711.The orthometric height was determined by differential leveling
 BK1711.and adjusted by the National Geodetic Survey in February 1994..
 BK1711.WARNING-Repeat measurements at this control monument indicate possible
 BK1711.vertical movement.
 BK1711
 BK1711.The geoid height was determined by GEOID03.
 BK1711
 BK1711.The dynamic height is computed by dividing the NAVD 88
 BK1711.geopotential number by the normal gravity value computed on the
 BK1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1711.degrees latitude (g = 980.6199 gals.).
 BK1711
 BK1711.The modeled gravity was interpolated from observed gravity values.
 BK1711
 BK1711;                    North         East    Units  Estimated Accuracy
 BK1711;SPC LA S     -   190,680.      785,430.      MT  (+/- 180 meters Scaled)
 BK1711
 BK1711                          SUPERSEDED SURVEY CONTROL
 BK1711
 BK1711  NAVD 88 (06/15/91)    3.869  (m)           12.69   (f) UNKNOWN     1 1
 BK1711  NGVD 29 (??/??/??)    3.817  (m)           12.52   (f) ADJUSTED    1 1
 BK1711
 BK1711.Superseded values are not recommended for survey control.
 BK1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1711.See file dsdata.txt to determine how the superseded data were derived.
 BK1711
 BK1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP459412(NAD 83)
 BK1711_MARKER: DD = SURVEY DISK
 BK1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1711_SP_SET: CONCRETE POST
 BK1711_STAMPING: A 4123
 BK1711_MARK LOGO: LAGS  
 BK1711_PROJECTION: FLUSH
 BK1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1711+STABILITY: SURFACE MOTION
 BK1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1711+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 BK1711
 BK1711  HISTORY     - Date     Condition        Report By
 BK1711  HISTORY     - UNK      MONUMENTED       LAGS
 BK1711  HISTORY     - 1972     GOOD             NGS
 BK1711  HISTORY     - 1981     GOOD             NGS
 BK1711  HISTORY     - 1986     GOOD             NGS
 BK1711  HISTORY     - 1988     GOOD             USPSQD
 BK1711  HISTORY     - 1988     GOOD             USPSQD
 BK1711  HISTORY     - 1989     GOOD             USPSQD
 BK1711  HISTORY     - 19961019 GOOD             USPSQD
 BK1711  HISTORY     - 20030103 GOOD             USPSQD
 BK1711  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1711  HISTORY     - 20050627 GOOD             USPSQD
 BK1711
 BK1711                          STATION DESCRIPTION
 BK1711
 BK1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1711'1.4 MI NE FROM VINTON.
 BK1711'ABOUT 1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE MUNICIPAL
 BK1711'BUILDING AT VINTON, 0.1 MILE SOUTHWEST OF A CONCRETE BRIDGE OVER COONE
 BK1711'GULLY, AT A UNITED GAS CO. REGULATION STATION, 174 FEET SOUTHEAST OF
 BK1711'AND ACROSS THE U.S. HIGHWAY 90 FROM THE SOUTHEAST RAIL OF THE SOUTHERN
 BK1711'PACIFIC RAILROAD, 48.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BK1711'HIGHWAY, 13.5 FEET NORTHEAST OF A IRON CORNER POST IN FENCE AROUND THE
 BK1711'REGULATION STATION, 1.6 FEET NORTHWEST OF THE FENCE, 1.6 FEET
 BK1711'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BK1711'HIGHWAY, SET IN THE OF A CONCRETE POST FLUSH WITH THE GROUND. SEC 11,
 BK1711'T 10 S, R 12 W.
 BK1711
 BK1711                          STATION RECOVERY (1981)
 BK1711
 BK1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1711'2.2 KILOMETERS (1.4 MILES) NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE
 BK1711'CITY MUNICIPAL BUILDING IN VINTON TO THE MARK ON THE RIGHT, 0.2
 BK1711'KILOMETER (0.1 MILE) SOUTHWEST OF THE SOUTHWEST END OF THE HIGHWAY 90
 BK1711'BRIDGE OVER COONE GULLY, NEAR A UNITED GAS COMPANY REGULATION STATION,
 BK1711'14.78 METERS (48.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BK1711'4.11 METERS (13.5 FEET) NORTHEAST OF THE NORTH CORNER POST
 BK1711'OF A CHAIN LINK FENCE SURROUNDING THE REGULATION
 BK1711'STATION.
 BK1711'THE MARK IS 0.48 METERS  SE FROM A WITNESS POST.
 BK1711'THE MARK IS 0.91 M BELOW HIGHWAY.
 BK1711
 BK1711                          STATION RECOVERY (1986)
 BK1711
 BK1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1711'RECOVERED IN GOOD CONDITION.
 BK1711
 BK1711                          STATION RECOVERY (1988)
 BK1711
 BK1711'RECOVERY NOTE BY US POWER SQUADRON 1988 (TS)
 BK1711'RECOVERED IN GOOD CONDITION.
 BK1711
 BK1711                          STATION RECOVERY (1988)
 BK1711
 BK1711'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1711'RECOVERED IN GOOD CONDITION.
 BK1711
 BK1711                          STATION RECOVERY (1989)
 BK1711
 BK1711'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1711'RECOVERED IN GOOD CONDITION.
 BK1711
 BK1711                          STATION RECOVERY (1996)
 BK1711
 BK1711'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1711'RECOVERED IN GOOD CONDITION.
 BK1711
 BK1711                          STATION RECOVERY (2003)
 BK1711
 BK1711'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BK1711'RECOVERED IN GOOD CONDITION.
 BK1711
 BK1711                          STATION RECOVERY (2004)
 BK1711
 BK1711'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK1711'LOCATIN WAS UNDER WATER. COULD NOT CONFIRM MARK
 BK1711
 BK1711                          STATION RECOVERY (2005)
 BK1711
 BK1711'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2778 ***********************************************************************
 BK2778  DESIGNATION -  A 415 LGS 1969
 BK2778  PID         -  BK2778
 BK2778  STATE/COUNTY-  LA/ACADIA
 BK2778  USGS QUAD   -  DUSON (1983)
 BK2778
 BK2778                         *CURRENT SURVEY CONTROL
 BK2778  ___________________________________________________________________
 BK2778* NAD 83(1992)-  30 14 32.52469(N)    092 13 53.59593(W)     ADJUSTED  
 BK2778* NAVD 88     -        10.0  **(meters)      33.   **(feet)  VERTCON   
 BK2778  **This station is located in a subsidence area (see below).
 BK2778  ___________________________________________________________________
 BK2778  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK2778  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2778
 BK2778  HORZ ORDER  -  SECOND
 BK2778
 BK2778.The horizontal coordinates were established by classical geodetic methods
 BK2778.and adjusted by the National Geodetic Survey in January 1993..
 BK2778
 BK2778 ** The orthometric height has not been validated since last determined
 BK2778 ** by differential leveling and should not be used for control purposes.
 BK2778 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2778 ** area with valid NAVD 88 orthometric heights.
 BK2778 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2778 ** epoch indicated which incorporates improved geoid heights for the
 BK2778 ** Southern Louisiana Subsidence area.
 BK2778 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2778
 BK2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2778
 BK2778.The geoid height was determined by GEOID03.
 BK2778
 BK2778;                    North         East     Units Scale Factor Converg.
 BK2778;SPC LA S     -   193,470.894   913,551.899   MT  0.99993459   -0 26 56.8
 BK2778;SPC LA S     -   634,745.76  2,997,211.52   sFT  0.99993459   -0 26 56.8
 BK2778;UTM  15      - 3,345,891.909   573,935.138   MT  0.99966744   +0 23 13.4
 BK2778
 BK2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2778!SPC LA S     -   1.00000272  x   0.99993459  =   0.99993731
 BK2778!UTM  15      -   1.00000272  x   0.99966744  =   0.99967016
 BK2778
 BK2778                          SUPERSEDED SURVEY CONTROL
 BK2778
 BK2778  NAD 83(1986)-  30 14 32.54280(N)    092 13 53.59049(W) AD(       ) 2
 BK2778  NAD 27      -  30 14 31.81355(N)    092 13 53.13224(W) AD(       ) 2
 BK2778  NGVD 29 (07/19/86)   10.0    (m)           33.     (f) VERT ANG       
 BK2778
 BK2778.Superseded values are not recommended for survey control.
 BK2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2778.See file dsdata.txt to determine how the superseded data were derived.
 BK2778
 BK2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7393545892(NAD 83)
 BK2778_MARKER: DB = BENCH MARK DISK
 BK2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2778+STABILITY: SURFACE MOTION
 BK2778
 BK2778  HISTORY     - Date     Condition        Report By
 BK2778  HISTORY     - 1969     MONUMENTED       CGS
 BK2778  HISTORY     - 19970604 POOR             USPSQD
 BK2778
 BK2778                          STATION DESCRIPTION
 BK2778
 BK2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2778'THE STATION IS ABOUT 9 MILES NORTHEAST OF CROWLEY, 3 MILES NORTHWEST
 BK2778'OF DUSON, 2 MILES EAST OF RAYNE, ON LAND OWNED BY
 BK2778'SARA BRYSON.
 BK2778'
 BK2778'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK2778'HIGHWAY 95 IN DUSON, GO NORTH THEN WEST ON HIGHWAY 95 FOR 0.9 MILE
 BK2778'TO THE JUNCTION OF STATE HIGHWAY 722.  GO WEST ON HIGHWAY 722,
 BK2778'GRAVELLED ROAD, FOR 1.0 MILE TO A FORK, TAKE THE RIGHT FORK AND
 BK2778'CONTINUE NORTH THEN WEST ON HIGHWAY 722 FOR 1.4 MILES TO THE
 BK2778'STATION AT THE RESIDENCE OF SARA BRYSON.
 BK2778'
 BK2778'A 415 (LGS) IS A BENCH MARK DISK OF THE LOUISIANA GEODETIC SURVEY,
 BK2778'STAMPED A 415 LA. GEOD. S., SET IN THE TOP OF A 6 INCH SQUARE
 BK2778'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 24 FEET
 BK2778'SOUTH OF THE CENTERLINE OF THE GRAVELLED HIGHWAY 722, 18 FEET
 BK2778'NORTH OF THE CENTER OF THE BOARD GATE AND 14.2 FEET WEST OF A FENCE
 BK2778'CORNER POST.
 BK2778
 BK2778                          STATION RECOVERY (1997)
 BK2778
 BK2778'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2778'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1435 ***********************************************************************
 BK1435  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK1435  DESIGNATION -  A 4172
 BK1435  PID         -  BK1435
 BK1435  STATE/COUNTY-  LA/CALCASIEU
 BK1435  USGS QUAD   -  IOWA (1994)
 BK1435
 BK1435                         *CURRENT SURVEY CONTROL
 BK1435  ___________________________________________________________________
 BK1435* NAD 83(1992)-  30 13 52.57806(N)    093 01 16.80979(W)     ADJUSTED  
 BK1435* NAVD 88     -         5.81 **(meters)      19.1  **(feet)  LEVELING(2004.65)
 BK1435  **This station is located in a subsidence area (see below).
 BK1435  **This station is included in the VTDP model (see below).
 BK1435  ___________________________________________________________________
 BK1435  EPOCH DATE  -        2004.65
 BK1435  X           -    -290,703.409 (meters)                     COMP
 BK1435  Y           -  -5,507,708.106 (meters)                     COMP
 BK1435  Z           -   3,192,539.725 (meters)                     COMP
 BK1435  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BK1435  ELLIP HEIGHT-         -21.43  (meters)          (06/22/05) GPS OBS
 BK1435  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK1435  DYNAMIC HT  -           5.81  (meters)      19.1   (feet)  COMP
 BK1435  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BK1435
 BK1435  HORZ ORDER  -  B
 BK1435  VERT ORDER  -  THIRD
 BK1435  ELLP ORDER  -  FOURTH    CLASS I
 BK1435
 BK1435.The horizontal coordinates were established by GPS observations
 BK1435.and adjusted by the National Geodetic Survey in June 2005..
 BK1435.The horizontal coordinates are valid at the epoch date displayed above.
 BK1435.The epoch date for horizontal control is a decimal equivalence
 BK1435.of Year/Month/Day.
 BK1435
 BK1435 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1435 ** and geoid heights are valid at the date of observation. These heights
 BK1435 ** must always be validated when used as control.
 BK1435 ** The orthometric height was determined with a Vertical Time-dependent
 BK1435 ** Positioning (VTDP) model and has been validated through GPS observations
 BK1435 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BK1435 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1435 ** epoch indicated which incorporates improved geoid heights for the
 BK1435 ** Southern Louisiana Subsidence area
 BK1435 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1435.The orthometric height was determined by differential leveling.
 BK1435.The vertical network tie was performed by a horz. field party for horz.
 BK1435.obs reductions. Reset procedures were used to establish the elevation.
 BK1435.WARNING-Repeat measurements at this control monument indicate possible
 BK1435.vertical movement.
 BK1435
 BK1435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1435
 BK1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1435
 BK1435.The ellipsoidal height was determined by GPS observations
 BK1435.and is referenced to NAD 83.
 BK1435
 BK1435.The geoid height was determined by GEOID03.
 BK1435
 BK1435.The dynamic height is computed by dividing the NAVD 88
 BK1435.geopotential number by the normal gravity value computed on the
 BK1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1435.degrees latitude (g = 980.6199 gals.).
 BK1435
 BK1435.The modeled gravity was interpolated from observed gravity values.
 BK1435
 BK1435;                    North         East     Units Scale Factor Converg.
 BK1435;SPC LA S     -   193,098.778   837,526.505   MT  0.99993380   -0 50 38.5
 BK1435;SPC LA S     -   633,524.91  2,747,784.88   sFT  0.99993380   -0 50 38.5
 BK1435;UTM  15      - 3,344,412.772   497,946.975   MT  0.99960005   -0 00 38.7
 BK1435
 BK1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1435!SPC LA S     -   1.00000337  x   0.99993380  =   0.99993717
 BK1435!UTM  15      -   1.00000337  x   0.99960005  =   0.99960341
 BK1435
 BK1435                          SUPERSEDED SURVEY CONTROL
 BK1435
 BK1435  NAVD 88 (02/14/94)    6.038  (m)           19.81   (f) ADJUSTED    1 1
 BK1435  NAVD 88 (06/15/91)    6.041  (m)           19.82   (f) UNKNOWN     1 1
 BK1435  NGVD 29 (??/??/??)    6.001  (m)           19.69   (f) ADJUSTED    1 1
 BK1435
 BK1435.Superseded values are not recommended for survey control.
 BK1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1435.See file dsdata.txt to determine how the superseded data were derived.
 BK1435
 BK1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9794744413(NAD 83)
 BK1435_MARKER: DD = SURVEY DISK
 BK1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1435_SP_SET: CONCRETE POST
 BK1435_STAMPING: A 4172
 BK1435_MARK LOGO: LAGS  
 BK1435_PROJECTION: PROJECTING 6 CENTIMETERS
 BK1435_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1435+STABILITY: SURFACE MOTION
 BK1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1435+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 BK1435
 BK1435  HISTORY     - Date     Condition        Report By
 BK1435  HISTORY     - UNK      MONUMENTED       LAGS
 BK1435  HISTORY     - 1970     GOOD             NGS
 BK1435  HISTORY     - 1972     GOOD             NGS
 BK1435  HISTORY     - 1981     GOOD             NGS
 BK1435  HISTORY     - 1981     GOOD             LADTD
 BK1435  HISTORY     - 1986     GOOD             NGS
 BK1435  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 BK1435  HISTORY     - 20040624 GOOD             JCLS
 BK1435  HISTORY     - 20050501 GOOD             NGS
 BK1435
 BK1435                          STATION DESCRIPTION
 BK1435
 BK1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1435'0.45 MI W FROM IOWA.
 BK1435'ABOUT 0.45 MILE WEST ALONG U. S. HIGHWAY 90 FROM THE JUNCTION OF U.
 BK1435'S. HIGHWAY 90 AND STATE HIGHWAY 383 AT IOWA, ON THE OUTSIDE AND NEAR
 BK1435'THE EAST END OF A CURVE IN THE HIGHWAY, 215 FEET SOUTHEAST OF THE
 BK1435'CENTER OF THE JUNCTION OF THE HIGHWAY AND SOUTH LAMBERT STREET, 42
 BK1435'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ON THE EXTENDED CENTER
 BK1435'LINE OF A PRIVATE DRIVEWAY WHICH LEADS NORTH FROM THE HIGHWAY, 6 1/2
 BK1435'FEET NORTH OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2
 BK1435'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  AND SET IN THE TOP OF A
 BK1435'CONCRETE POST WHICH PROJECTS 4 INCHES.  SEC 31, T 9S, R 6W.
 BK1435
 BK1435                          STATION RECOVERY (1972)
 BK1435
 BK1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1435'RECOVERED IN GOOD CONDITION.
 BK1435
 BK1435                          STATION RECOVERY (1981)
 BK1435
 BK1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1435'0.7 KILOMETER (0.45 MILE) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 BK1435'OF STATE HIGHWAY 383 IN IOWA, TO THE MARK ON THE LEFT, 0.08 KILOMETER
 BK1435'(0.05 MILE) WEST OF THE JUNCTION OF LAMBERT STREET, ON THE SOUTH BANK
 BK1435'OF A DRAINAGE DITCH, 12.80 METERS (42.0 FEET) SOUTH OF THE CENTER LINE
 BK1435'OF THE HIGHWAY, 40.23 METERS (132.0 FEET) EAST OF DOUBLE POWER POLE
 BK1435'NUMNER 12-13-116-145, 1.98 METERS (6.5 FEET) NORTH OF A BARBED WIRE
 BK1435'FENCE.
 BK1435'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BK1435'THE MARK IS 0.30 M BELOW HIGHWAY.
 BK1435
 BK1435                          STATION RECOVERY (1981)
 BK1435
 BK1435'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1435'RECOVERED IN GOOD CONDITION.
 BK1435
 BK1435                          STATION RECOVERY (1986)
 BK1435
 BK1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1435'RECOVERED IN GOOD CONDITION.
 BK1435
 BK1435                          STATION RECOVERY (2002)
 BK1435
 BK1435'RECOVERY NOTE BY US POWER SQUADRON 2002 (MH)
 BK1435'MARK NOT FOUND.
 BK1435
 BK1435                          STATION RECOVERY (2004)
 BK1435
 BK1435'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (DCG)
 BK1435'DESCRIPTION SHOULD BE READ EAST OF THE JUNCTION OF SOUTH LAMBERT AVE,
 BK1435'NOT WEST AS SPECIFIED IN THE 1981 RECOVERY.  THE MARK IS NOW FLUSH
 BK1435'WITH THHE GROUND.
 BK1435
 BK1435                          STATION RECOVERY (2005)
 BK1435
 BK1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 BK1435'THE STATION IS LOCATED ON THE WEST SIDE OF IOWA ON US HIGHWAY RIGHT OF
 BK1435'WAY.
 BK1435' 
 BK1435'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 BK1435'HIGHWAY 383 IN IOWA GO  WEST FOR 0.45 MI ALONG THE HIGHWAY 90 TO THE
 BK1435'STATION ON THE LEFT JUST HAVING PASSED S BOWERS  AVENUE ON THE RIGHT.
 BK1435' 
 BK1435'THE STATION IS LOCATED 12.9 M SOUTH OF THE CENTER OF THE HIGHWAY, 0.8
 BK1435'M NORTH OF A METAL POST  WITH A WITNESS SIGN ATTACHED, AND IN LINE
 BK1435'WITH THE EXTENDED CENTER OF A GRAVEL DRIVE LEADING TO  HOUSE NUMBER
 BK1435'606A, AND THE MONUMENT IS FLUSH WITH THE SURROUNDING GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0215 ***********************************************************************
 BX0215  DESIGNATION -  A 42
 BX0215  PID         -  BX0215
 BX0215  STATE/COUNTY-  LA/LA SALLE
 BX0215  USGS QUAD   -  JENA WEST (1985)
 BX0215
 BX0215                         *CURRENT SURVEY CONTROL
 BX0215  ___________________________________________________________________
 BX0215* NAD 83(1986)-  31 41 31.     (N)    092 09 19.     (W)     SCALED    
 BX0215* NAVD 88     -        63.83   (+/-2cm)     209.4    (feet)  VERTCON   
 BX0215  ___________________________________________________________________
 BX0215  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX0215
 BX0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0215
 BX0215.The horizontal coordinates were scaled from a topographic map and have
 BX0215.an estimated accuracy of +/- 6 seconds.
 BX0215
 BX0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0215.The vertical order pertains to the NGVD 29 superseded value.
 BX0215
 BX0215.The geoid height was determined by GEOID03.
 BX0215
 BX0215;                    North         East    Units  Estimated Accuracy
 BX0215;SPC LA N     -   132,210.    1,032,680.      MT  (+/- 180 meters Scaled)
 BX0215
 BX0215                          SUPERSEDED SURVEY CONTROL
 BX0215
 BX0215  NGVD 29 (??/??/??)   63.825  (m)          209.40   (f) ADJUSTED    2 0
 BX0215
 BX0215.Superseded values are not recommended for survey control.
 BX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0215.See file dsdata.txt to determine how the superseded data were derived.
 BX0215
 BX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR800066(NAD 83)
 BX0215_MARKER: DB = BENCH MARK DISK
 BX0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0215_STAMPING: A 42 1935
 BX0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0215+STABILITY: SURFACE MOTION
 BX0215
 BX0215  HISTORY     - Date     Condition        Report By
 BX0215  HISTORY     - 1935     MONUMENTED       CGS
 BX0215  HISTORY     - 1943     GOOD             CGS
 BX0215
 BX0215                          STATION DESCRIPTION
 BX0215
 BX0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0215'1.3 MI E FROM TROUT.
 BX0215'1.3 MI E OF AND ALONG THE L AND A R R 70 FEET N OF CENTER OF TRACK. 30
 BX0215'FEET N OF MILEPOST 185.  90 FEET S OF CONCRETE HIGHWAY.  360 YARDS W
 BX0215'OF A COUNTRY STORE.
 BX0215
 BX0215                          STATION RECOVERY (1943)
 BX0215
 BX0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BX0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2536 ***********************************************************************
 BK2536  DESIGNATION -  A 4263
 BK2536  PID         -  BK2536
 BK2536  STATE/COUNTY-  LA/BEAUREGARD
 BK2536  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2536
 BK2536                         *CURRENT SURVEY CONTROL
 BK2536  ___________________________________________________________________
 BK2536* NAD 83(1986)-  30 50 25.     (N)    093 30 07.     (W)     SCALED    
 BK2536* NAVD 88     -        31.197  (meters)     102.35   (feet)  ADJUSTED  
 BK2536  ___________________________________________________________________
 BK2536  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2536  DYNAMIC HT  -          31.157 (meters)     102.22  (feet)  COMP
 BK2536  MODELED GRAV-     979,374.9   (mgal)                       NAVD 88
 BK2536
 BK2536  VERT ORDER  -  SECOND    CLASS I
 BK2536
 BK2536.The horizontal coordinates were scaled from a topographic map and have
 BK2536.an estimated accuracy of +/- 6 seconds.
 BK2536
 BK2536.The orthometric height was determined by differential leveling
 BK2536.and adjusted by the National Geodetic Survey in February 1994..
 BK2536
 BK2536.The geoid height was determined by GEOID03.
 BK2536
 BK2536.The dynamic height is computed by dividing the NAVD 88
 BK2536.geopotential number by the normal gravity value computed on the
 BK2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2536.degrees latitude (g = 980.6199 gals.).
 BK2536
 BK2536.The modeled gravity was interpolated from observed gravity values.
 BK2536
 BK2536;                    North         East    Units  Estimated Accuracy
 BK2536;SPC LA S     -   261,380.      792,550.      MT  (+/- 180 meters Scaled)
 BK2536
 BK2536                          SUPERSEDED SURVEY CONTROL
 BK2536
 BK2536.No superseded survey control is available for this station.
 BK2536
 BK2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ520120(NAD 83)
 BK2536_MARKER: DB = BENCH MARK DISK
 BK2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2536_SP_SET: CONCRETE POST
 BK2536_STAMPING: A 4263
 BK2536_MARK LOGO: LAGS  
 BK2536_PROJECTION: FLUSH
 BK2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2536+STABILITY: SURFACE MOTION
 BK2536
 BK2536  HISTORY     - Date     Condition        Report By
 BK2536  HISTORY     - UNK      MONUMENTED       LAGS
 BK2536  HISTORY     - 1984     GOOD             LADTD
 BK2536
 BK2536                          STATION DESCRIPTION
 BK2536
 BK2536'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2536'0.79 KM (0.49 MI) EAST FROM JUNCTION.
 BK2536'0.79 KM (0.49 MILES) EAST ALONG US 190 FROM THE JUNCTION OF LA 111 AND
 BK2536'US 190 TO THE MARK ON THE LEFT, 20.3 METERS (66.5 FEET) NORTH OF THE
 BK2536'CENTERLINE OF US 190, 12.43 METERS (40.8 FEET) SOUTHWEST OF A POWER
 BK2536'POLE, 21.7 METERS (71.3 FEET) WEST NORTHEST OF HE WEST END OF A 24
 BK2536'INCH BY 19 FOOT REINFORCED CONCRETE PIPE SIDEDRAIN.
 BK2536'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BK2536'THE MARK IS 1.22 M BELOW US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2533 ***********************************************************************
 BK2533  DESIGNATION -  A 4265 RESET
 BK2533  PID         -  BK2533
 BK2533  STATE/COUNTY-  LA/BEAUREGARD
 BK2533  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2533
 BK2533                         *CURRENT SURVEY CONTROL
 BK2533  ___________________________________________________________________
 BK2533* NAD 83(1986)-  30 50 13.     (N)    093 30 34.     (W)     SCALED    
 BK2533* NAVD 88     -        30.543  (meters)     100.21   (feet)  ADJUSTED  
 BK2533  ___________________________________________________________________
 BK2533  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2533  DYNAMIC HT  -          30.504 (meters)     100.08  (feet)  COMP
 BK2533  MODELED GRAV-     979,374.8   (mgal)                       NAVD 88
 BK2533
 BK2533  VERT ORDER  -  SECOND    CLASS I
 BK2533
 BK2533.The horizontal coordinates were scaled from a topographic map and have
 BK2533.an estimated accuracy of +/- 6 seconds.
 BK2533
 BK2533.The orthometric height was determined by differential leveling
 BK2533.and adjusted by the National Geodetic Survey in February 1994..
 BK2533
 BK2533.The geoid height was determined by GEOID03.
 BK2533
 BK2533.The dynamic height is computed by dividing the NAVD 88
 BK2533.geopotential number by the normal gravity value computed on the
 BK2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2533.degrees latitude (g = 980.6199 gals.).
 BK2533
 BK2533.The modeled gravity was interpolated from observed gravity values.
 BK2533
 BK2533;                    North         East    Units  Estimated Accuracy
 BK2533;SPC LA S     -   261,020.      791,830.      MT  (+/- 180 meters Scaled)
 BK2533
 BK2533                          SUPERSEDED SURVEY CONTROL
 BK2533
 BK2533.No superseded survey control is available for this station.
 BK2533
 BK2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ512116(NAD 83)
 BK2533_MARKER: DB = BENCH MARK DISK
 BK2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2533_SP_SET: CONCRETE POST
 BK2533_STAMPING: A 4265 RESET 1965
 BK2533_MARK LOGO: LAGS  
 BK2533_PROJECTION: FLUSH
 BK2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2533+STABILITY: SURFACE MOTION
 BK2533
 BK2533  HISTORY     - Date     Condition        Report By
 BK2533  HISTORY     - 1965     MONUMENTED       LAGS
 BK2533  HISTORY     - 1984     GOOD             LADTD
 BK2533
 BK2533                          STATION DESCRIPTION
 BK2533
 BK2533'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2533'IN JUNCTION.
 BK2533'1.75 KM (1.09 MILES) NORTH FROM BENCH MARK A 4267 RESET 1965 TO THE
 BK2533'MARK ON THE RIGHT AT THE JUNCTION OF US 190 AND LA 111, 17.8 METERS
 BK2533'(58.5 FEET) EAST SOUTHEAST OF THE CENTERLINE OF US 190, 4.7 METERS
 BK2533'(15.6 FEET) SOUTH-SOUTHWEST OF A RIGHT OF WAY MARKER, 24.0 METERS
 BK2533'(78.8 FEET) SOUTHWEST OF A 30 INCH PINE TREE WITH OLD BLAZE, 40.9
 BK2533'METERS, (139.2 FEET) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE C.
 BK2533'HARE HOUSE.
 BK2533'THE MARK IS 0.52 M BELOW US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2532 ***********************************************************************
 BK2532  DESIGNATION -  A 4267 RESET
 BK2532  PID         -  BK2532
 BK2532  STATE/COUNTY-  LA/BEAUREGARD
 BK2532  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2532
 BK2532                         *CURRENT SURVEY CONTROL
 BK2532  ___________________________________________________________________
 BK2532* NAD 83(1986)-  30 49 21.     (N)    093 30 57.     (W)     SCALED    
 BK2532* NAVD 88     -        29.228  (meters)      95.89   (feet)  ADJUSTED  
 BK2532  ___________________________________________________________________
 BK2532  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2532  DYNAMIC HT  -          29.191 (meters)      95.77  (feet)  COMP
 BK2532  MODELED GRAV-     979,373.9   (mgal)                       NAVD 88
 BK2532
 BK2532  VERT ORDER  -  SECOND    CLASS I
 BK2532
 BK2532.The horizontal coordinates were scaled from a topographic map and have
 BK2532.an estimated accuracy of +/- 6 seconds.
 BK2532
 BK2532.The orthometric height was determined by differential leveling
 BK2532.and adjusted by the National Geodetic Survey in February 1994..
 BK2532
 BK2532.The geoid height was determined by GEOID03.
 BK2532
 BK2532.The dynamic height is computed by dividing the NAVD 88
 BK2532.geopotential number by the normal gravity value computed on the
 BK2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2532.degrees latitude (g = 980.6199 gals.).
 BK2532
 BK2532.The modeled gravity was interpolated from observed gravity values.
 BK2532
 BK2532;                    North         East    Units  Estimated Accuracy
 BK2532;SPC LA S     -   259,430.      791,180.      MT  (+/- 180 meters Scaled)
 BK2532
 BK2532                          SUPERSEDED SURVEY CONTROL
 BK2532
 BK2532.No superseded survey control is available for this station.
 BK2532
 BK2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ506100(NAD 83)
 BK2532_MARKER: DB = BENCH MARK DISK
 BK2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2532_SP_SET: CONCRETE POST
 BK2532_STAMPING: A4267 RESET 1965
 BK2532_MARK LOGO: LAGS  
 BK2532_PROJECTION: FLUSH
 BK2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2532+STABILITY: SURFACE MOTION
 BK2532
 BK2532  HISTORY     - Date     Condition        Report By
 BK2532  HISTORY     - 1965     MONUMENTED       LAGS
 BK2532  HISTORY     - 1984     GOOD             LADTD
 BK2532
 BK2532                          STATION DESCRIPTION
 BK2532
 BK2532'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2532'6.45 KM (4.01 MI) NORTH FROM MERRYVILLE.
 BK2532'1.75 KM (1.09MILES) SOUTH FROM THE INTERSECTION OF LA.111 AND US 190
 BK2532'TO THE MARK ON THE LEFT, 18.8 METER (61.8 FEET) EAST SOUTHEAST OF
 BK2532'CENTERLINE OF US 190, 1.8 METERS (6.0 FEET) WEST NORTHWEST OF A 5
 BK2532'STRAND BARBED WIRE FENCE, 44.2 METERS (145.0 FEET) SOUTHWEST OF THE
 BK2532'NORTH-NORTHEAST RIGHT OF WAY MARKER, 18.13 METERS (59.5 FEET) NORTH OF
 BK2532'THE SOUTH RIGHT OF WAY MARKER.
 BK2532'THE MARK IS 0.43 METERS  ESE FROM A WITNESS POST.
 BK2532'THE MARK IS 1.31 M BELOW US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2529 ***********************************************************************
 BK2529  DESIGNATION -  A 4270
 BK2529  PID         -  BK2529
 BK2529  STATE/COUNTY-  LA/BEAUREGARD
 BK2529  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2529
 BK2529                         *CURRENT SURVEY CONTROL
 BK2529  ___________________________________________________________________
 BK2529* NAD 83(1986)-  30 47 49.     (N)    093 31 39.     (W)     SCALED    
 BK2529* NAVD 88     -        28.589  (meters)      93.80   (feet)  ADJUSTED  
 BK2529  ___________________________________________________________________
 BK2529  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2529  DYNAMIC HT  -          28.553 (meters)      93.68  (feet)  COMP
 BK2529  MODELED GRAV-     979,371.9   (mgal)                       NAVD 88
 BK2529
 BK2529  VERT ORDER  -  SECOND    CLASS I
 BK2529
 BK2529.The horizontal coordinates were scaled from a topographic map and have
 BK2529.an estimated accuracy of +/- 6 seconds.
 BK2529
 BK2529.The orthometric height was determined by differential leveling
 BK2529.and adjusted by the National Geodetic Survey in February 1994..
 BK2529
 BK2529.The geoid height was determined by GEOID03.
 BK2529
 BK2529.The dynamic height is computed by dividing the NAVD 88
 BK2529.geopotential number by the normal gravity value computed on the
 BK2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2529.degrees latitude (g = 980.6199 gals.).
 BK2529
 BK2529.The modeled gravity was interpolated from observed gravity values.
 BK2529
 BK2529;                    North         East    Units  Estimated Accuracy
 BK2529;SPC LA S     -   256,620.      790,010.      MT  (+/- 180 meters Scaled)
 BK2529
 BK2529                          SUPERSEDED SURVEY CONTROL
 BK2529
 BK2529.No superseded survey control is available for this station.
 BK2529
 BK2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ495072(NAD 83)
 BK2529_MARKER: DB = BENCH MARK DISK
 BK2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2529_SP_SET: CONCRETE POST
 BK2529_STAMPING: A 4270
 BK2529_MARK LOGO: LAGS  
 BK2529_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2529+STABILITY: SURFACE MOTION
 BK2529
 BK2529  HISTORY     - Date     Condition        Report By
 BK2529  HISTORY     - UNK      MONUMENTED       LAGS
 BK2529  HISTORY     - 1984     GOOD             LADTD
 BK2529
 BK2529                          STATION DESCRIPTION
 BK2529
 BK2529'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2529'3.85 KM (2.39 MI) SOUTH FROM MERRYVILLE.
 BK2529'3.85 KM (2.39 MILES) NORTH FROM THE INTERSECTION OF LA.110 AND US 190
 BK2529'TO THE MARK ON THE LEFT, 38.7 METERS (126.9 FEET) WEST NORTHWEST OF
 BK2529'THE CENTERLINE OF US 190, 25.6 METERS (84.0 FEET) NORTHWEST OF THE
 BK2529'NORTH END OF A 24 INCH BY 37 FOOT REINFORCED CONCRETE PIPE SIDE DRAIN
 BK2529'LEADING NORTHWEST, 23.26 METERS (6.3 FEET) WEST NORTHWEST OF THE SOUTH
 BK2529'END OF A 24 INCH BY 37 FOOT REINFORCED CONCRETE PIPE SIDEDRAIN LEADING
 BK2529'NORTHWEST.
 BK2529'THE MARK IS 0.46 METERS  WNW FROM A WITNESS POST.
 BK2529'THE MARK IS 0.61 M BELOW US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2528 ***********************************************************************
 BK2528  DESIGNATION -  A 4271
 BK2528  PID         -  BK2528
 BK2528  STATE/COUNTY-  LA/BEAUREGARD
 BK2528  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK2528
 BK2528                         *CURRENT SURVEY CONTROL
 BK2528  ___________________________________________________________________
 BK2528* NAD 83(1986)-  30 47 27.     (N)    093 31 51.     (W)     SCALED    
 BK2528* NAVD 88     -        27.098  (meters)      88.90   (feet)  ADJUSTED  
 BK2528  ___________________________________________________________________
 BK2528  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2528  DYNAMIC HT  -          27.063 (meters)      88.79  (feet)  COMP
 BK2528  MODELED GRAV-     979,371.5   (mgal)                       NAVD 88
 BK2528
 BK2528  VERT ORDER  -  SECOND    CLASS I
 BK2528
 BK2528.The horizontal coordinates were scaled from a topographic map and have
 BK2528.an estimated accuracy of +/- 6 seconds.
 BK2528
 BK2528.The orthometric height was determined by differential leveling
 BK2528.and adjusted by the National Geodetic Survey in February 1994..
 BK2528
 BK2528.The geoid height was determined by GEOID03.
 BK2528
 BK2528.The dynamic height is computed by dividing the NAVD 88
 BK2528.geopotential number by the normal gravity value computed on the
 BK2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2528.degrees latitude (g = 980.6199 gals.).
 BK2528
 BK2528.The modeled gravity was interpolated from observed gravity values.
 BK2528
 BK2528;                    North         East    Units  Estimated Accuracy
 BK2528;SPC LA S     -   255,950.      789,680.      MT  (+/- 180 meters Scaled)
 BK2528
 BK2528                          SUPERSEDED SURVEY CONTROL
 BK2528
 BK2528.No superseded survey control is available for this station.
 BK2528
 BK2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ492065(NAD 83)
 BK2528_MARKER: DB = BENCH MARK DISK
 BK2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2528_SP_SET: CONCRETE POST
 BK2528_STAMPING: A 4271
 BK2528_MARK LOGO: LAGS  
 BK2528_PROJECTION: FLUSH
 BK2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2528+STABILITY: SURFACE MOTION
 BK2528
 BK2528  HISTORY     - Date     Condition        Report By
 BK2528  HISTORY     - UNK      MONUMENTED       LAGS
 BK2528  HISTORY     - 1984     GOOD             LADTD
 BK2528
 BK2528                          STATION DESCRIPTION
 BK2528
 BK2528'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2528'3.33 KM (2.07 MI) NORTH FROM MERRYVILLE.
 BK2528'3.33 KM (2.0M MILES) NORTH FROM THE INTERSECTION OF LA.110 AND US 190
 BK2528'TO THE MARK ON THE LEFT, 18.4 METERS (60.3 FEET) WEST OF THE
 BK2528'CENTERLINE OF US 190, 5.36 METER (17.6 FEET) EAST SOUTHEAST OF A POWER
 BK2528'POLE, 21.6 METERS (70.9 FEET) EAST NORTH EAST OF THE NORTHEAST CORNER
 BK2528'OF A WOOD FRAME HOUSE, 3.26 METERS (10.7 FEET) NORTHWEST OF THE NORTH
 BK2528'END OF A 18 INCH BY 29 FEET REINFORCED CONCRETE PIPE SIDE DRAIN.
 BK2528'THE MARK IS 0.33 METERS  W FROM A WITNESS POST.
 BK2528'THE MARK IS 1.74 M BELOW US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1568 ***********************************************************************
 BW1568  DESIGNATION -  A 43
 BW1568  PID         -  BW1568
 BW1568  STATE/COUNTY-  LA/CATAHOULA
 BW1568  USGS QUAD   -  HARRISONBURG (1984)
 BW1568
 BW1568                         *CURRENT SURVEY CONTROL
 BW1568  ___________________________________________________________________
 BW1568* NAD 83(1986)-  31 46 18.     (N)    091 49 13.     (W)     SCALED    
 BW1568* NAVD 88     -        23.67   (+/-2cm)      77.7    (feet)  VERTCON   
 BW1568  ___________________________________________________________________
 BW1568  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BW1568
 BW1568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1568
 BW1568.The horizontal coordinates were scaled from a topographic map and have
 BW1568.an estimated accuracy of +/- 6 seconds.
 BW1568
 BW1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1568.The vertical order pertains to the NGVD 29 superseded value.
 BW1568
 BW1568.The geoid height was determined by GEOID03.
 BW1568
 BW1568;                    North         East    Units  Estimated Accuracy
 BW1568;SPC LA N     -   141,200.    1,064,380.      MT  (+/- 180 meters Scaled)
 BW1568
 BW1568                          SUPERSEDED SURVEY CONTROL
 BW1568
 BW1568  NGVD 29 (??/??/92)   23.668  (m)           77.65   (f) ADJ UNCH    2 0
 BW1568
 BW1568.Superseded values are not recommended for survey control.
 BW1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1568.See file dsdata.txt to determine how the superseded data were derived.
 BW1568
 BW1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR117157(NAD 83)
 BW1568_MARKER: DB = BENCH MARK DISK
 BW1568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1568_SP_SET: WALL
 BW1568_STAMPING: A 43 1935
 BW1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1568
 BW1568  HISTORY     - Date     Condition        Report By
 BW1568  HISTORY     - 1935     MONUMENTED       CGS
 BW1568  HISTORY     - 1992     GOOD             USPSQD
 BW1568
 BW1568                          STATION DESCRIPTION
 BW1568
 BW1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BW1568'IN HARRISONBURG.
 BW1568'DISK IS SET VERTICALLY IN NW CORNER OF COURTHOUSE BUILDING.  3 1/2
 BW1568'FEET ABOVE GROUND LEVEL.  IN CORNER STONE OF WALL.
 BW1568
 BW1568                          STATION RECOVERY (1992)
 BW1568
 BW1568'RECOVERY NOTE BY US POWER SQUADRON 1992 (KRM)
 BW1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1256 ***********************************************************************
 BK1256  DESIGNATION -  A 44
 BK1256  PID         -  BK1256
 BK1256  STATE/COUNTY-  LA/VERNON
 BK1256  USGS QUAD   -  SUGRUE (1986)
 BK1256
 BK1256                         *CURRENT SURVEY CONTROL
 BK1256  ___________________________________________________________________
 BK1256* NAD 83(1986)-  30 57 36.     (N)    093 02 55.     (W)     SCALED    
 BK1256* NAVD 88     -        60.71   (+/-2cm)     199.2    (feet)  VERTCON   
 BK1256  ___________________________________________________________________
 BK1256  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BK1256
 BK1256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1256
 BK1256.The horizontal coordinates were scaled from a topographic map and have
 BK1256.an estimated accuracy of +/- 6 seconds.
 BK1256
 BK1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1256.The vertical order pertains to the NGVD 29 superseded value.
 BK1256
 BK1256.The geoid height was determined by GEOID03.
 BK1256
 BK1256;                    North         East    Units  Estimated Accuracy
 BK1256;SPC LA N     -    51,140.      947,580.      MT  (+/- 180 meters Scaled)
 BK1256
 BK1256                          SUPERSEDED SURVEY CONTROL
 BK1256
 BK1256  NGVD 29 (??/??/??)   60.789  (m)          199.44   (f) ADJUSTED    2 0
 BK1256
 BK1256.Superseded values are not recommended for survey control.
 BK1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1256.See file dsdata.txt to determine how the superseded data were derived.
 BK1256
 BK1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ953251(NAD 83)
 BK1256_MARKER: DB = BENCH MARK DISK
 BK1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1256_STAMPING: A 44 1935
 BK1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1256+STABILITY: SURFACE MOTION
 BK1256
 BK1256  HISTORY     - Date     Condition        Report By
 BK1256  HISTORY     - 1935     MONUMENTED       CGS
 BK1256  HISTORY     - 1958     MARK NOT FOUND   USGS
 BK1256  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1256  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1256
 BK1256                          STATION DESCRIPTION
 BK1256
 BK1256'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BK1256'7.4 MI W FROM PITKIN.
 BK1256'7.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1256'STATION AT PITKIN, VERNON PARISH, 76 YARDS WEST OF MILEPOST 55, 116
 BK1256'YARDS WEST OF A W SIGN, AT A ROAD CROSSING, 63 YARDS EAST OF THE
 BK1256'CENTERLINE OF THE ROAD, 46 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 BK1256'AND 6 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED A 44 1935 AND
 BK1256'SET IN THE TOP OF A CONCRETE POST.
 BK1256
 BK1256                          STATION RECOVERY (1994)
 BK1256
 BK1256'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1256'MARK NOT FOUND.
 BK1256
 BK1256                          STATION RECOVERY (2001)
 BK1256
 BK1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1256'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2045 ***********************************************************************
 BK2045  DESIGNATION -  A 4517 LAGS
 BK2045  PID         -  BK2045
 BK2045  STATE/COUNTY-  LA/AVOYELLES
 BK2045  USGS QUAD   -  BUNKIE (1992)
 BK2045
 BK2045                         *CURRENT SURVEY CONTROL
 BK2045  ___________________________________________________________________
 BK2045* NAD 83(1986)-  30 57 42.     (N)    092 11 30.     (W)     SCALED    
 BK2045* NAVD 88     -        20.25   (+/-2cm)      66.4    (feet)  VERTCON   
 BK2045  ___________________________________________________________________
 BK2045  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2045
 BK2045  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2045
 BK2045.The horizontal coordinates were scaled from a topographic map and have
 BK2045.an estimated accuracy of +/- 6 seconds.
 BK2045
 BK2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2045.The vertical order pertains to the NGVD 29 superseded value.
 BK2045
 BK2045.The geoid height was determined by GEOID03.
 BK2045
 BK2045;                    North         East    Units  Estimated Accuracy
 BK2045;SPC LA N     -    51,230.    1,029,460.      MT  (+/- 180 meters Scaled)
 BK2045
 BK2045                          SUPERSEDED SURVEY CONTROL
 BK2045
 BK2045  NGVD 29 (??/??/??)   20.230  (m)           66.37   (f) ADJUSTED    2 2
 BK2045
 BK2045.Superseded values are not recommended for survey control.
 BK2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2045.See file dsdata.txt to determine how the superseded data were derived.
 BK2045
 BK2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ772256(NAD 83)
 BK2045_MARKER: DD = SURVEY DISK
 BK2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2045_SP_SET: CONCRETE POST
 BK2045_STAMPING: A 4517
 BK2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2045+STABILITY: SURFACE MOTION
 BK2045
 BK2045  HISTORY     - Date     Condition        Report By
 BK2045  HISTORY     - UNK      MONUMENTED       LAGS
 BK2045  HISTORY     - 1975     GOOD             LADTD
 BK2045
 BK2045                          STATION DESCRIPTION
 BK2045
 BK2045'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2045'.80 MI NW FROM BUNKIE.
 BK2045'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT .80 MILES NW ALONG US HIGHWAY
 BK2045'71, TURN RIGHT ON GRAVELED ROAD LEADING EAST AND CROSSES THE TEXAS
 BK2045'AND PACIFIC RAILROAD TRACK, 434 FT SE OF THE CROSSING, 8 FT EAST OF
 BK2045'THE EAST RAIL OF A SIDE TRACK, 21 FT EAST OF THE EAST RAIL OF THE
 BK2045'MAIN LINE TRACK, 53 FT EAST OF A DIAGONAL RAILROAD SIGN WITH NO 20 ON
 BK2045'IT, 63 FT EAST OF TELEGRAPH POLE NO U2J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5277 ***********************************************************************
 BJ5277  DESIGNATION -  A 4596 LAGS 1941
 BJ5277  PID         -  BJ5277
 BJ5277  STATE/COUNTY-  LA/ST LANDRY
 BJ5277  USGS QUAD   -  BAYOU JACK (1994)
 BJ5277
 BJ5277                         *CURRENT SURVEY CONTROL
 BJ5277  ___________________________________________________________________
 BJ5277* NAD 83(1992)-  30 50 18.89313(N)    091 57 58.20953(W)     ADJUSTED  
 BJ5277* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 BJ5277  ___________________________________________________________________
 BJ5277  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BJ5277  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5277
 BJ5277  HORZ ORDER  -  SECOND
 BJ5277
 BJ5277.The horizontal coordinates were established by classical geodetic methods
 BJ5277.and adjusted by the National Geodetic Survey in January 1993..
 BJ5277
 BJ5277.The orthometric height was scaled from a topographic map.
 BJ5277
 BJ5277.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5277
 BJ5277.The geoid height was determined by GEOID03.
 BJ5277
 BJ5277;                    North         East     Units Scale Factor Converg.
 BJ5277;SPC LA S     -   259,394.744   939,458.246   MT  1.00003241   -0 18 59.1
 BJ5277;SPC LA S     -   851,030.92  3,082,205.93   sFT  1.00003241   -0 18 59.1
 BJ5277;SPC LA N     -    37,667.897 1,051,073.200   MT  1.00009056   +0 16 56.1
 BJ5277;SPC LA N     -   123,582.09  3,448,395.99   sFT  1.00009056   +0 16 56.1
 BJ5277;UTM  15      - 3,412,170.183   598,864.164   MT  0.99972057   +0 31 48.0
 BJ5277
 BJ5277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5277!SPC LA S     -   1.00000239  x   1.00003241  =   1.00003480
 BJ5277!SPC LA N     -   1.00000239  x   1.00009056  =   1.00009295
 BJ5277!UTM  15      -   1.00000239  x   0.99972057  =   0.99972296
 BJ5277
 BJ5277|---------------------------------------------------------------------|
 BJ5277| PID    Reference Object                     Distance      Geod. Az  |
 BJ5277|                                                           dddmmss.s |
 BJ5277| BJ5278 NUGENT                              247.858 METERS 09804     |
 BJ5277| BJ5279 A 4596 RESET 1971                     4.078 METERS 19415     |
 BJ5277|---------------------------------------------------------------------|
 BJ5277
 BJ5277                          SUPERSEDED SURVEY CONTROL
 BJ5277
 BJ5277  NAD 83(1986)-  30 50 18.91314(N)    091 57 58.20480(W) AD(       ) 2
 BJ5277  NAD 27      -  30 50 18.20669(N)    091 57 57.78145(W) AD(       ) 2
 BJ5277
 BJ5277.Superseded values are not recommended for survey control.
 BJ5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5277.See file dsdata.txt to determine how the superseded data were derived.
 BJ5277
 BJ5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9886412170(NAD 83)
 BJ5277_MARKER: DD = SURVEY DISK
 BJ5277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5277+STABILITY: SURFACE MOTION
 BJ5277
 BJ5277  HISTORY     - Date     Condition        Report By
 BJ5277  HISTORY     - 1941     MONUMENTED       LAGS
 BJ5277  HISTORY     - 1959     GOOD             CGS
 BJ5277
 BJ5277                          STATION DESCRIPTION
 BJ5277
 BJ5277'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1941 (HJH)
 BJ5277'STATION IS ABOUT 3 MILES NE OF THE VILLAGE OF BIG CANE, IN
 BJ5277'SECTION 33, T. 2 S., R. 5 E., ON THE S SIDE AND ADJACENT TO
 BJ5277'LOUISIANA HIGHWAY 92, 21 FEET S OF THE CENTER OF THE HIGHWAY,
 BJ5277'ABOUT 50 YARDS S OF A SMALL STORE AND 3 FEET N OF A FENCE.
 BJ5277'
 BJ5277'STATION MARK IS A STANDARD LOUISIANA GEODETIC SURVEY DISK,
 BJ5277'STAMPED A 4596 SET IN A 6-INCH SQUARE CONCRETE POST SET FLUSH
 BJ5277'WITH THE GROUND, LOCATED BY TRAVERSE FROM NUGENT.
 BJ5277'
 BJ5277'A DIRECTION WAS MEASURED TO STATION A 4595 (LOUISIANA GEODETIC
 BJ5277'SURVEY).  IT IS ABOUT 0.5 MILE N OF THE STATION, ON THE E
 BJ5277'SIDE OF A GRAVEL ROAD, 25 FEET E OF THE CENTER OF THE ROAD,
 BJ5277'AND 2 FEET W OF A FENCE.  IT IS A STANDARD LOUISIANA GEODETIC
 BJ5277'SURVEY DISK STAMPED A 4595 SET IN A 6-INCH SQUARE CONCRETE
 BJ5277'POST PROJECTING ABOUT 3 INCHES.
 BJ5277
 BJ5277                          STATION RECOVERY (1959)
 BJ5277
 BJ5277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BJ5277'THIS STATION WAS VISITED 10-23-59 AND WAS FOUND IN GOOD
 BJ5277'CONDITION.  A 4595 (LA.GEOD.S.) USED AS THE AZIMUTH MARK FOR
 BJ5277'THIS STATION IN 1941 WAS NOT FOUND AT THIS DATE.
 BJ5277'
 BJ5277'THE STATION IS LOCATED ABOUT 7 MILES EAST OF MORROW, 2.5
 BJ5277'MILES NORTHEAST OF BIG CANE, 0.5 MILE SOUTH OF THE AVOYELLES-
 BJ5277'ST. LANDRY PARISH LINE, IN THE WEST CENTRAL PART OF SEC. 33,
 BJ5277'T 2 S, R 5 E, AT THE INTERSECTION OF AN EAST-WEST GRAVELED
 BJ5277'ROAD AND A ROAD LEADING NORTH.  IT IS 813.18 FEET WEST OF
 BJ5277'TRIANGULATION STATION NUGENT 1941, ON THE PROJECTED CENTERLINE
 BJ5277'OF THE GRAVELED ROAD LEADING NORTH, ABOUT 50 YARDS SOUTHEAST
 BJ5277'OF A SMALL STORE, 3 FEET NORTH OF A FENCE LINE, 21 FEET
 BJ5277'SOUTH OF THE CENTER OF A GRAVELED ROAD, 22.5 FEET EAST OF
 BJ5277'A POWER POLE, 56.5 FEET SOUTHWEST OF A POWER POLE IN THE
 BJ5277'NORTHWEST ANGLE OF THE ROAD, 114 FEET SOUTH-SOUTHWEST OF
 BJ5277'THE SOUTHWEST CORNER OF MR. R.M. GUILLOTTS HOUSE, AND 1
 BJ5277'FOOT SOUTH OF A METAL WITNESS POST BEARING AWHITE SIGN.
 BJ5277'IT IS A STANDARD LOUISIANA GEODETIC SURVEY DISK,
 BJ5277'STAMPED A 4596 SET IN THE TOP OF A CONCRETE POST FLUSH
 BJ5277'WITH THE GROUND.
 BJ5277'
 BJ5277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ5277'107 AND 361 IN BIG CANE WHICH IS ABOUT 7.0 MILES NORTH-NORTHEAST
 BJ5277'OF LEBEAU, GO NORTH ON STATE HIGHWAYS 107 AND 361 FOR 0.65
 BJ5277'MILE, TURN RIGHT AND GO EAST FOR 2.65 MILE TO A SIDE ROAD
 BJ5277'LEFT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5279 ***********************************************************************
 BJ5279  DESIGNATION -  A 4596 RESET 1971
 BJ5279  PID         -  BJ5279
 BJ5279  STATE/COUNTY-  LA/ST LANDRY
 BJ5279  USGS QUAD   -  BAYOU JACK (1994)
 BJ5279
 BJ5279                         *CURRENT SURVEY CONTROL
 BJ5279  ___________________________________________________________________
 BJ5279* NAD 83(1992)-  30 50 18.76479(N)    091 57 58.24732(W)     ADJUSTED  
 BJ5279* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 BJ5279  ___________________________________________________________________
 BJ5279  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BJ5279  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5279
 BJ5279  HORZ ORDER  -  SECOND
 BJ5279
 BJ5279.The horizontal coordinates were established by classical geodetic methods
 BJ5279.and adjusted by the National Geodetic Survey in January 1993..
 BJ5279
 BJ5279.The orthometric height was scaled from a topographic map.
 BJ5279
 BJ5279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5279
 BJ5279.The geoid height was determined by GEOID03.
 BJ5279
 BJ5279;                    North         East     Units Scale Factor Converg.
 BJ5279;SPC LA S     -   259,390.797   939,457.220   MT  1.00003240   -0 18 59.2
 BJ5279;SPC LA S     -   851,017.97  3,082,202.56   sFT  1.00003240   -0 18 59.2
 BJ5279;SPC LA N     -    37,663.939 1,051,072.216   MT  1.00009057   +0 16 56.0
 BJ5279;SPC LA N     -   123,569.11  3,448,392.76   sFT  1.00009057   +0 16 56.0
 BJ5279;UTM  15      - 3,412,166.223   598,863.197   MT  0.99972057   +0 31 48.0
 BJ5279
 BJ5279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5279!SPC LA S     -   1.00000239  x   1.00003240  =   1.00003479
 BJ5279!SPC LA N     -   1.00000239  x   1.00009057  =   1.00009296
 BJ5279!UTM  15      -   1.00000239  x   0.99972057  =   0.99972296
 BJ5279
 BJ5279                          SUPERSEDED SURVEY CONTROL
 BJ5279
 BJ5279  NAD 83(1986)-  30 50 18.78481(N)    091 57 58.24260(W) AD(       ) 2
 BJ5279  NAD 27      -  30 50 18.07835(N)    091 57 57.81925(W) AD(       ) 2
 BJ5279
 BJ5279.Superseded values are not recommended for survey control.
 BJ5279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5279.See file dsdata.txt to determine how the superseded data were derived.
 BJ5279
 BJ5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9886312166(NAD 83)
 BJ5279_MARKER: DD = SURVEY DISK
 BJ5279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5279+STABILITY: SURFACE MOTION
 BJ5279
 BJ5279  HISTORY     - Date     Condition        Report By
 BJ5279  HISTORY     - 1971     MONUMENTED       LAGS
 BJ5279
 BJ5279                          STATION DESCRIPTION
 BJ5279
 BJ5279'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1971 (LFS)
 BJ5279'LOCATED ABOUT 7 MILES EAST OF MARROW, 2.5 MILES EAST OF BIG CANE,
 BJ5279'AND 0.5 MILES SOUTH OF THE AVOYELLES- ST. LANDRY PARISH LINE, AT THE
 BJ5279'INTERSECTION OF STATE HIGHWAY 107 AND A BLACK TOP ROAD LEADING
 BJ5279'NORTH, 34 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 107, 2 FEET
 BJ5279'WEST OF THE PROJECTED CENTERLINE OF THE ROAD LEADING NORTH, 2 FEET
 BJ5279'NORTH OF A FENCE LINE, 38.4 FEET EAST OF A POWER POLE, 126 FEET
 BJ5279'WEST-SOUTHWEST OF A 4-FOOT OAK TREE AND 1 FOOT SOUTH OF A
 BJ5279'METAL WITNESS.  IT IS A LOUISIANA GEODETIC SURVEY DISK STAMPED
 BJ5279'A 4596 RESET 1971, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BJ5279'POST PROJECTING 6 INCHES.
 BJ5279'
 BJ5279'NEAREST TOWN--BIG CANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0945 ***********************************************************************
 CQ0945  DESIGNATION -  A 49
 CQ0945  PID         -  CQ0945
 CQ0945  STATE/COUNTY-  LA/WINN
 CQ0945  USGS QUAD   -  DODSON (1985)
 CQ0945
 CQ0945                         *CURRENT SURVEY CONTROL
 CQ0945  ___________________________________________________________________
 CQ0945* NAD 83(1986)-  32 03 24.     (N)    092 39 35.     (W)     SCALED    
 CQ0945* NAVD 88     -        63.11   (+/-2cm)     207.1    (feet)  VERTCON   
 CQ0945  ___________________________________________________________________
 CQ0945  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0945
 CQ0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0945
 CQ0945.The horizontal coordinates were scaled from a topographic map and have
 CQ0945.an estimated accuracy of +/- 6 seconds.
 CQ0945
 CQ0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0945.The vertical order pertains to the NGVD 29 superseded value.
 CQ0945
 CQ0945.The geoid height was determined by GEOID03.
 CQ0945
 CQ0945;                    North         East    Units  Estimated Accuracy
 CQ0945;SPC LA N     -   172,610.      984,920.      MT  (+/- 180 meters Scaled)
 CQ0945
 CQ0945                          SUPERSEDED SURVEY CONTROL
 CQ0945
 CQ0945  NGVD 29 (??/??/??)   63.141  (m)          207.16   (f) ADJUSTED    2 0
 CQ0945
 CQ0945.Superseded values are not recommended for survey control.
 CQ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0945.See file dsdata.txt to determine how the superseded data were derived.
 CQ0945
 CQ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR321467(NAD 83)
 CQ0945_MARKER: DB = BENCH MARK DISK
 CQ0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0945_SP_SET: CULVERT
 CQ0945_STAMPING: A 49 1934
 CQ0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0945
 CQ0945  HISTORY     - Date     Condition        Report By
 CQ0945  HISTORY     - 1934     MONUMENTED       CGS
 CQ0945  HISTORY     - 1935     GOOD             CGS
 CQ0945  HISTORY     - 1943     GOOD             CGS
 CQ0945
 CQ0945                          STATION DESCRIPTION
 CQ0945
 CQ0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0945'1.8 MI S FROM DODSON.
 CQ0945'1.8 MILES SOUTH OF AND ALONG THE C. R.I. AND P. R.R. SET HORIZONTAL ON
 CQ0945'THE NORTH END OF THE HEADWALL OF A CONCRETE CULVERT.  100 YARDS NORTH
 CQ0945'OF MILE POLE 180/10.  AND 12 FEET EAST OF CENTER OF TRACK.
 CQ0945
 CQ0945                          STATION RECOVERY (1943)
 CQ0945
 CQ0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CQ0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1782 ***********************************************************************
 BH1782  DESIGNATION -  A 5004 LAGS RESET 1972
 BH1782  PID         -  BH1782
 BH1782  STATE/COUNTY-  LA/WASHINGTON
 BH1782  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1782
 BH1782                         *CURRENT SURVEY CONTROL
 BH1782  ___________________________________________________________________
 BH1782* NAD 83(1986)-  30 49 30.     (N)    089 55 03.     (W)     SCALED    
 BH1782* NAVD 88     -        65.192  (meters)     213.88   (feet)  ADJUSTED  
 BH1782  ___________________________________________________________________
 BH1782  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1782  DYNAMIC HT  -          65.107 (meters)     213.61  (feet)  COMP
 BH1782  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 BH1782
 BH1782  VERT ORDER  -  SECOND    CLASS I
 BH1782
 BH1782.The horizontal coordinates were scaled from a topographic map and have
 BH1782.an estimated accuracy of +/- 6 seconds.
 BH1782
 BH1782.The orthometric height was determined by differential leveling
 BH1782.and adjusted by the National Geodetic Survey in February 1994..
 BH1782
 BH1782.The geoid height was determined by GEOID03.
 BH1782
 BH1782.The dynamic height is computed by dividing the NAVD 88
 BH1782.geopotential number by the normal gravity value computed on the
 BH1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1782.degrees latitude (g = 980.6199 gals.).
 BH1782
 BH1782.The modeled gravity was interpolated from observed gravity values.
 BH1782
 BH1782;                    North         East    Units  Estimated Accuracy
 BH1782;SPC LA S     -   258,560.    1,135,470.      MT  (+/- 180 meters Scaled)
 BH1782
 BH1782                          SUPERSEDED SURVEY CONTROL
 BH1782
 BH1782.No superseded survey control is available for this station.
 BH1782
 BH1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV209138(NAD 83)
 BH1782_MARKER: DB = BENCH MARK DISK
 BH1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1782_SP_SET: CONCRETE POST
 BH1782_STAMPING: A 5004 RESET 1972
 BH1782_MARK LOGO: LAGS  
 BH1782_PROJECTION: FLUSH
 BH1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1782+STABILITY: SURFACE MOTION
 BH1782
 BH1782  HISTORY     - Date     Condition        Report By
 BH1782  HISTORY     - 1972     MONUMENTED       LAGS
 BH1782  HISTORY     - 1984     GOOD             LADTD
 BH1782
 BH1782                          STATION DESCRIPTION
 BH1782
 BH1782'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1782'8.2 KM (5.1 MI) NW FROM BOGALUSA.
 BH1782'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1782'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1782'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1782'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1782'FOR 6.9 KM (4.3 MI) TO THE BENCH MARK ON THE RIGHT, 41.9 METERS
 BH1782'(137.5 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 15.8 METERS (52 FT)
 BH1782'NORTH OF THE CENTER OF HIGHWAY 10, 6.1 METERS (20 FT) WEST OF POWER
 BH1782'POLE NUMBER 183.
 BH1782'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1782'THE MARK IS 0.91 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1781 ***********************************************************************
 BH1781  DESIGNATION -  A 5006 LAGS RESET 1972
 BH1781  PID         -  BH1781
 BH1781  STATE/COUNTY-  LA/WASHINGTON
 BH1781  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1781
 BH1781                         *CURRENT SURVEY CONTROL
 BH1781  ___________________________________________________________________
 BH1781* NAD 83(1986)-  30 49 09.     (N)    089 54 36.     (W)     SCALED    
 BH1781* NAVD 88     -        52.455  (meters)     172.10   (feet)  ADJUSTED  
 BH1781  ___________________________________________________________________
 BH1781  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BH1781  DYNAMIC HT  -          52.386 (meters)     171.87  (feet)  COMP
 BH1781  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 BH1781
 BH1781  VERT ORDER  -  SECOND    CLASS I
 BH1781
 BH1781.The horizontal coordinates were scaled from a topographic map and have
 BH1781.an estimated accuracy of +/- 6 seconds.
 BH1781
 BH1781.The orthometric height was determined by differential leveling
 BH1781.and adjusted by the National Geodetic Survey in February 1994..
 BH1781
 BH1781.The geoid height was determined by GEOID03.
 BH1781
 BH1781.The dynamic height is computed by dividing the NAVD 88
 BH1781.geopotential number by the normal gravity value computed on the
 BH1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1781.degrees latitude (g = 980.6199 gals.).
 BH1781
 BH1781.The modeled gravity was interpolated from observed gravity values.
 BH1781
 BH1781;                    North         East    Units  Estimated Accuracy
 BH1781;SPC LA S     -   257,920.    1,136,190.      MT  (+/- 180 meters Scaled)
 BH1781
 BH1781                          SUPERSEDED SURVEY CONTROL
 BH1781
 BH1781.No superseded survey control is available for this station.
 BH1781
 BH1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV216131(NAD 83)
 BH1781_MARKER: DB = BENCH MARK DISK
 BH1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1781_SP_SET: CONCRETE POST
 BH1781_STAMPING: A 5006 RESET 1972
 BH1781_MARK LOGO: LAGS  
 BH1781_PROJECTION: FLUSH
 BH1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1781+STABILITY: SURFACE MOTION
 BH1781
 BH1781  HISTORY     - Date     Condition        Report By
 BH1781  HISTORY     - 1972     MONUMENTED       LAGS
 BH1781  HISTORY     - 1984     GOOD             LADTD
 BH1781
 BH1781                          STATION DESCRIPTION
 BH1781
 BH1781'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1781'7.2 KM (4.5 MI) NW FROM BOGALUSA.
 BH1781'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1781'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1781'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1781'THE JUNCTION STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10 FOR
 BH1781'6 KM (0.7 MI) TO THE BENCH MARK ON THE RIGHT, 32.3 METERS (106 FT)
 BH1781'NORTHWEST OF A TELEPHONE TERMINAL POST ON SOUTH SIDE OF HIGHWAY,
 BH1781'15.8 METERS (52 FT) NORTH OF THE CENTER OF HIGHWAY 10, 6.9 METERS
 BH1781'(22.5 FT) WEST OF POWER POLE NUMBER 172.
 BH1781'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1781'THE MARK IS 1.22 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1778 ***********************************************************************
 BH1778  DESIGNATION -  A 5019 LAGS
 BH1778  PID         -  BH1778
 BH1778  STATE/COUNTY-  LA/WASHINGTON
 BH1778  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1778
 BH1778                         *CURRENT SURVEY CONTROL
 BH1778  ___________________________________________________________________
 BH1778* NAD 83(1986)-  30 47 37.     (N)    089 52 54.     (W)     SCALED    
 BH1778* NAVD 88     -        34.196  (meters)     112.19   (feet)  ADJUSTED  
 BH1778  ___________________________________________________________________
 BH1778  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BH1778  DYNAMIC HT  -          34.151 (meters)     112.04  (feet)  COMP
 BH1778  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BH1778
 BH1778  VERT ORDER  -  SECOND    CLASS I
 BH1778
 BH1778.The horizontal coordinates were scaled from a topographic map and have
 BH1778.an estimated accuracy of +/- 6 seconds.
 BH1778
 BH1778.The orthometric height was determined by differential leveling
 BH1778.and adjusted by the National Geodetic Survey in February 1994..
 BH1778
 BH1778.The geoid height was determined by GEOID03.
 BH1778
 BH1778.The dynamic height is computed by dividing the NAVD 88
 BH1778.geopotential number by the normal gravity value computed on the
 BH1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1778.degrees latitude (g = 980.6199 gals.).
 BH1778
 BH1778.The modeled gravity was interpolated from observed gravity values.
 BH1778
 BH1778;                    North         East    Units  Estimated Accuracy
 BH1778;SPC LA S     -   255,120.    1,138,940.      MT  (+/- 180 meters Scaled)
 BH1778
 BH1778                          SUPERSEDED SURVEY CONTROL
 BH1778
 BH1778.No superseded survey control is available for this station.
 BH1778
 BH1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV242102(NAD 83)
 BH1778_MARKER: DB = BENCH MARK DISK
 BH1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1778_SP_SET: CONCRETE POST
 BH1778_STAMPING: A 5019
 BH1778_MARK LOGO: LAGS  
 BH1778_PROJECTION: FLUSH
 BH1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1778+STABILITY: SURFACE MOTION
 BH1778
 BH1778  HISTORY     - Date     Condition        Report By
 BH1778  HISTORY     - UNK      MONUMENTED       LAGS
 BH1778  HISTORY     - 1984     GOOD             LADTD
 BH1778
 BH1778                          STATION DESCRIPTION
 BH1778
 BH1778'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1778'IN BOGALUSA.
 BH1778'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1778'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1778'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1778'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1778'FOR 2.1 KMI (1.3 MI) TO THE BENCH MARK ON THE LEFT, 38.6 METERS
 BH1778'(126.5 FT) EAST OF THE CENTER OF PEARL STREET, 25.1 METERS (82.5 FT)
 BH1778'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FRAME HOUSE,
 BH1778'10.7 METERS (35 FT) SOUTH OF THE CENTER OF HIGHWAY 10, 7.9 METERS
 BH1778'(26 FT) SOUTHWEST OF A SEWER PUMP MANHOLE, AND 1.8 METERS (6 FT) SOUTH
 BH1778'OF AN OLD LOUISIANA CONTROL SURVEY SIGN.
 BH1778'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 BH1778'THE MARK IS 0.61 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1777 ***********************************************************************
 BH1777  DESIGNATION -  A 5020 LAGS
 BH1777  PID         -  BH1777
 BH1777  STATE/COUNTY-  LA/WASHINGTON
 BH1777  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1777
 BH1777                         *CURRENT SURVEY CONTROL
 BH1777  ___________________________________________________________________
 BH1777* NAD 83(1986)-  30 47 28.     (N)    089 52 26.     (W)     SCALED    
 BH1777* NAVD 88     -        33.306  (meters)     109.27   (feet)  ADJUSTED  
 BH1777  ___________________________________________________________________
 BH1777  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BH1777  DYNAMIC HT  -          33.263 (meters)     109.13  (feet)  COMP
 BH1777  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BH1777
 BH1777  VERT ORDER  -  SECOND    CLASS I
 BH1777
 BH1777.The horizontal coordinates were scaled from a topographic map and have
 BH1777.an estimated accuracy of +/- 6 seconds.
 BH1777
 BH1777.The orthometric height was determined by differential leveling
 BH1777.and adjusted by the National Geodetic Survey in February 1994..
 BH1777
 BH1777.The geoid height was determined by GEOID03.
 BH1777
 BH1777.The dynamic height is computed by dividing the NAVD 88
 BH1777.geopotential number by the normal gravity value computed on the
 BH1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1777.degrees latitude (g = 980.6199 gals.).
 BH1777
 BH1777.The modeled gravity was interpolated from observed gravity values.
 BH1777
 BH1777;                    North         East    Units  Estimated Accuracy
 BH1777;SPC LA S     -   254,850.    1,139,690.      MT  (+/- 180 meters Scaled)
 BH1777
 BH1777                          SUPERSEDED SURVEY CONTROL
 BH1777
 BH1777.No superseded survey control is available for this station.
 BH1777
 BH1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV249099(NAD 83)
 BH1777_MARKER: DB = BENCH MARK DISK
 BH1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1777_SP_SET: CONCRETE POST
 BH1777_STAMPING: A 5020
 BH1777_MARK LOGO: LAGS  
 BH1777_PROJECTION: FLUSH
 BH1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1777+STABILITY: SURFACE MOTION
 BH1777
 BH1777  HISTORY     - Date     Condition        Report By
 BH1777  HISTORY     - UNK      MONUMENTED       LAGS
 BH1777  HISTORY     - 1984     GOOD             LADTD
 BH1777
 BH1777                          STATION DESCRIPTION
 BH1777
 BH1777'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1777'IN BOGALUSA.
 BH1777'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1777'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1777'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1777'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1777'FOR 1.6 KM (1 MI) TO THE BENCH MARK ON THE RIGHT AT THE JUNCTION OF
 BH1777'HIGHWAY 10 AND ONTARIO AVE, 12.5 METERS (41 FT) EAST OF THE CENTER OF
 BH1777'HIGHWAY 10, 11 METERS (36 FT) SOUTH OF THE CENTER OF ONTARIO AVE,
 BH1777'10.8 METERS (35.5 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 BH1777'BRICK HOUSE, AND 7.5 METERS (24.5 FT) WEST OF A 28-INCH WATER OAK
 BH1777'TREE.
 BH1777'THE MARK IS 1.52 METERS  E FROM A WITNESS POST.
 BH1777'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1793 ***********************************************************************
 BH1793  DESIGNATION -  A 5034 LAGS RESET 1973
 BH1793  PID         -  BH1793
 BH1793  STATE/COUNTY-  LA/WASHINGTON
 BH1793  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1793
 BH1793                         *CURRENT SURVEY CONTROL
 BH1793  ___________________________________________________________________
 BH1793* NAD 83(1986)-  30 52 03.     (N)    089 59 41.     (W)     SCALED    
 BH1793* NAVD 88     -        84.325  (meters)     276.66   (feet)  ADJUSTED  
 BH1793  ___________________________________________________________________
 BH1793  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BH1793  DYNAMIC HT  -          84.215 (meters)     276.30  (feet)  COMP
 BH1793  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BH1793
 BH1793  VERT ORDER  -  SECOND    CLASS I
 BH1793
 BH1793.The horizontal coordinates were scaled from a topographic map and have
 BH1793.an estimated accuracy of +/- 6 seconds.
 BH1793
 BH1793.The orthometric height was determined by differential leveling
 BH1793.and adjusted by the National Geodetic Survey in February 1994..
 BH1793
 BH1793.The geoid height was determined by GEOID03.
 BH1793
 BH1793.The dynamic height is computed by dividing the NAVD 88
 BH1793.geopotential number by the normal gravity value computed on the
 BH1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1793.degrees latitude (g = 980.6199 gals.).
 BH1793
 BH1793.The modeled gravity was interpolated from observed gravity values.
 BH1793
 BH1793;                    North         East    Units  Estimated Accuracy
 BH1793;SPC LA S     -   263,180.    1,128,020.      MT  (+/- 180 meters Scaled)
 BH1793
 BH1793                          SUPERSEDED SURVEY CONTROL
 BH1793
 BH1793.No superseded survey control is available for this station.
 BH1793
 BH1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV136187(NAD 83)
 BH1793_MARKER: DB = BENCH MARK DISK
 BH1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1793_SP_SET: CONCRETE POST
 BH1793_STAMPING: A 5034 RESET 1973
 BH1793_MARK LOGO: LAGS  
 BH1793_PROJECTION: FLUSH
 BH1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1793+STABILITY: SURFACE MOTION
 BH1793
 BH1793  HISTORY     - Date     Condition        Report By
 BH1793  HISTORY     - 1973     MONUMENTED       LAGS
 BH1793  HISTORY     - 1984     GOOD             LADTD
 BH1793
 BH1793                          STATION DESCRIPTION
 BH1793
 BH1793'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1793'17.4 KM (10.8 MI) NW FROM BOGALUSA.
 BH1793'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1793'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1793'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1793'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1793'FOR 16.1 KM (10 MI) TO THE BENCH MARK ON THE RIGHT NEAR THE JUNCTION
 BH1793'WITH DOLLAR ROAD, 97.8 METERS (321 FT) EAST OF THE CENTER OF DOLLAR
 BH1793'ROAD, 23.3 METERS (76.5 FT) NORTH OF THE CENTER OF HIGHWAY 10,
 BH1793'11.6 METERS (38 FT) EAST OF A POWER POLE, AND 2.1 METERS (7 FT) NORTH
 BH1793'OF A RIGHT-OF-WAY FENCE.
 BH1793'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1793'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1779 ***********************************************************************
 BH1779  DESIGNATION -  A 5036 LAGS
 BH1779  PID         -  BH1779
 BH1779  STATE/COUNTY-  LA/WASHINGTON
 BH1779  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1779
 BH1779                         *CURRENT SURVEY CONTROL
 BH1779  ___________________________________________________________________
 BH1779* NAD 83(1986)-  30 48 20.     (N)    089 53 41.     (W)     SCALED    
 BH1779* NAVD 88     -        48.825  (meters)     160.19   (feet)  ADJUSTED  
 BH1779  ___________________________________________________________________
 BH1779  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BH1779  DYNAMIC HT  -          48.761 (meters)     159.98  (feet)  COMP
 BH1779  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BH1779
 BH1779  VERT ORDER  -  SECOND    CLASS I
 BH1779
 BH1779.The horizontal coordinates were scaled from a topographic map and have
 BH1779.an estimated accuracy of +/- 6 seconds.
 BH1779
 BH1779.The orthometric height was determined by differential leveling
 BH1779.and adjusted by the National Geodetic Survey in February 1994..
 BH1779
 BH1779.The geoid height was determined by GEOID03.
 BH1779
 BH1779.The dynamic height is computed by dividing the NAVD 88
 BH1779.geopotential number by the normal gravity value computed on the
 BH1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1779.degrees latitude (g = 980.6199 gals.).
 BH1779
 BH1779.The modeled gravity was interpolated from observed gravity values.
 BH1779
 BH1779;                    North         East    Units  Estimated Accuracy
 BH1779;SPC LA S     -   256,430.    1,137,670.      MT  (+/- 180 meters Scaled)
 BH1779
 BH1779                          SUPERSEDED SURVEY CONTROL
 BH1779
 BH1779.No superseded survey control is available for this station.
 BH1779
 BH1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV230116(NAD 83)
 BH1779_MARKER: DB = BENCH MARK DISK
 BH1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1779_SP_SET: CONCRETE POST
 BH1779_STAMPING: A 5036
 BH1779_MARK LOGO: LAGS  
 BH1779_PROJECTION: FLUSH
 BH1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1779+STABILITY: SURFACE MOTION
 BH1779
 BH1779  HISTORY     - Date     Condition        Report By
 BH1779  HISTORY     - UNK      MONUMENTED       LAGS
 BH1779  HISTORY     - 1984     GOOD             LADTD
 BH1779
 BH1779                          STATION DESCRIPTION
 BH1779
 BH1779'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1779'IN BOGALUSA.
 BH1779'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1779'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1779'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1779'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1779'FOR 3.9 KM (2.4 MI) TO THE BENCH MARK ON THE RIGHT SET IN A FLOWER
 BH1779'BED, 77.4 METERS (254 FT) WEST OF A UNITED GAS PIPELINE VENT,
 BH1779'27.4 METERS (90 FT) WEST OF POWER POLE NUMBER 16 WITH TRANSFORMER, AND
 BH1779'16.3 METERS (53.5 FT) SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF BRICK
 BH1779'CHIMNEY TO A WHITE ASBESTOS SIDING HOUSE.
 BH1779'THE MARK IS 7.32 METERS  N FROM  THE CENTER OF HIGHWAY 10
 BH1779'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1776 ***********************************************************************
 BH1776  DESIGNATION -  A 5038 LAGS
 BH1776  PID         -  BH1776
 BH1776  STATE/COUNTY-  LA/WASHINGTON
 BH1776  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1776
 BH1776                         *CURRENT SURVEY CONTROL
 BH1776  ___________________________________________________________________
 BH1776* NAD 83(1986)-  30 47 22.     (N)    089 52 26.     (W)     SCALED    
 BH1776* NAVD 88     -        32.802  (meters)     107.62   (feet)  ADJUSTED  
 BH1776  ___________________________________________________________________
 BH1776  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BH1776  DYNAMIC HT  -          32.759 (meters)     107.48  (feet)  COMP
 BH1776  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BH1776
 BH1776  VERT ORDER  -  SECOND    CLASS I
 BH1776
 BH1776.The horizontal coordinates were scaled from a topographic map and have
 BH1776.an estimated accuracy of +/- 6 seconds.
 BH1776
 BH1776.The orthometric height was determined by differential leveling
 BH1776.and adjusted by the National Geodetic Survey in February 1994..
 BH1776
 BH1776.The geoid height was determined by GEOID03.
 BH1776
 BH1776.The dynamic height is computed by dividing the NAVD 88
 BH1776.geopotential number by the normal gravity value computed on the
 BH1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1776.degrees latitude (g = 980.6199 gals.).
 BH1776
 BH1776.The modeled gravity was interpolated from observed gravity values.
 BH1776
 BH1776;                    North         East    Units  Estimated Accuracy
 BH1776;SPC LA S     -   254,670.    1,139,690.      MT  (+/- 180 meters Scaled)
 BH1776
 BH1776                          SUPERSEDED SURVEY CONTROL
 BH1776
 BH1776.No superseded survey control is available for this station.
 BH1776
 BH1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV249098(NAD 83)
 BH1776_MARKER: DB = BENCH MARK DISK
 BH1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1776_SP_SET: CONCRETE POST
 BH1776_STAMPING: A 5038
 BH1776_MARK LOGO: LAGS  
 BH1776_PROJECTION: FLUSH
 BH1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1776+STABILITY: SURFACE MOTION
 BH1776
 BH1776  HISTORY     - Date     Condition        Report By
 BH1776  HISTORY     - UNK      MONUMENTED       LAGS
 BH1776  HISTORY     - 1984     GOOD             LADTD
 BH1776
 BH1776                          STATION DESCRIPTION
 BH1776
 BH1776'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1776'IN BOGALUSA.
 BH1776'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1776'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1776'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.6 KM (0.35 MI) TO
 BH1776'ONTARIO STREET, THENCE WEST (LEFT) ON ONTARIO STREET FOR 1KM (0.65MI)
 BH1776'TO THE BENCH MARK ON THE RIGHT NEAR A DRIVE, 141.7 METERS (465 FT)
 BH1776'EAST OF THE CENTER OF JAMES STREET, 65.2 METERS (214 FT) WEST OF THE
 BH1776'CENTER OF SWANEE STREET, 7 METERS (23 FT) NORTH OF THE CENTER OF
 BH1776'ONTARIO AVENUE, 5.3 METERS (17.5 FT) NORTHEAST OF A POWER POLE WITH
 BH1776'SECURITY LIGHT, AND 2.1 METERS (7 FT) NORTH OF A CEMENT CULVERT UNDER
 BH1776'DRIVE.
 BH1776'THE MARK IS 1.37 METERS  S FROM A WITNESS POST.
 BH1776'THE MARK IS ABOVE LEVEL WITH ONTARIO AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1332 ***********************************************************************
 BH1332  DESIGNATION -  A 5043 LAGS
 BH1332  PID         -  BH1332
 BH1332  STATE/COUNTY-  LA/WASHINGTON
 BH1332  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1332
 BH1332                         *CURRENT SURVEY CONTROL
 BH1332  ___________________________________________________________________
 BH1332* NAD 83(1986)-  30 47 23.     (N)    089 51 09.     (W)     SCALED    
 BH1332* NAVD 88     -        30.702  (meters)     100.73   (feet)  ADJUSTED  
 BH1332  ___________________________________________________________________
 BH1332  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH1332  DYNAMIC HT  -          30.662 (meters)     100.60  (feet)  COMP
 BH1332  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 BH1332
 BH1332  VERT ORDER  -  SECOND    CLASS 0
 BH1332
 BH1332.The horizontal coordinates were scaled from a topographic map and have
 BH1332.an estimated accuracy of +/- 6 seconds.
 BH1332
 BH1332.The orthometric height was determined by differential leveling
 BH1332.and adjusted by the National Geodetic Survey in February 1994..
 BH1332
 BH1332.The geoid height was determined by GEOID03.
 BH1332
 BH1332.The dynamic height is computed by dividing the NAVD 88
 BH1332.geopotential number by the normal gravity value computed on the
 BH1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1332.degrees latitude (g = 980.6199 gals.).
 BH1332
 BH1332.The modeled gravity was interpolated from observed gravity values.
 BH1332
 BH1332;                    North         East    Units  Estimated Accuracy
 BH1332;SPC LA S     -   254,730.    1,141,730.      MT  (+/- 180 meters Scaled)
 BH1332
 BH1332                          SUPERSEDED SURVEY CONTROL
 BH1332
 BH1332  NGVD 29 (??/??/??)   30.793  (m)          101.03   (f) ADJUSTED    2 0
 BH1332
 BH1332.Superseded values are not recommended for survey control.
 BH1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1332.See file dsdata.txt to determine how the superseded data were derived.
 BH1332
 BH1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV270097(NAD 83)
 BH1332_MARKER: DD = SURVEY DISK
 BH1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1332_STAMPING: A 5043 (ELEV 101 FT)
 BH1332_MARK LOGO: LAGS  
 BH1332_PROJECTION: FLUSH
 BH1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1332+STABILITY: SURFACE MOTION
 BH1332
 BH1332  HISTORY     - Date     Condition        Report By
 BH1332  HISTORY     - UNK      MONUMENTED       LAGS
 BH1332  HISTORY     - 1958     GOOD             CGS
 BH1332  HISTORY     - 1984     GOOD             LADTD
 BH1332
 BH1332                          STATION DESCRIPTION
 BH1332
 BH1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH1332'IN BOGALUSA.
 BH1332'LOCATED AT BOGALUSA, NORTH OF THE HIGH SCHOOL BUILDING, AT THE
 BH1332'INTERSECTION OF LOUISIANA AVENUE AND ATLANTIC STREET.  IT IS IN THE
 BH1332'WEST END OF THE NEUTRAL GROUND OF THE PARKWAY, 2.6 FEET EAST OF THE
 BH1332'WEST END OF THE PARKWAY, AND 3.6 FEET SOUTH OF A CONCRETE WITNESS
 BH1332'POST.  IT IS A STANDARD LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP
 BH1332'OF A 6-INCH SQUARE CONCRETE POST ABOUT 6 INCHES BELOW THE SURFACE OF
 BH1332'THE GROUND.
 BH1332
 BH1332                          STATION RECOVERY (1984)
 BH1332
 BH1332'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BH1332'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 BH1332'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1332'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND ST, THENCE EAST
 BH1332'(RIGHT) ON OKECAHOBEE AVE FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF
 BH1332'AUSTIN ST, THENCE NORTH (LEFT) ON AUSTIN ST FOR 0.5 KM (0.3 MI) TO THE
 BH1332'JUNCTION OF LOUISIANA AVE, THENCE EAST (RIGHT) ON LOUISIANA AVE FOR
 BH1332'0.5 KM (0.3 MI) TO THE BENCH MARK SET IN THE NEUTRAL GROUNDS EAST OF
 BH1332'THE JUNCTIONS OF LOUISIANA AVE AND ATLANTA ST, 21.3 METERS (70 FT)
 BH1332'EAST-SOUTHEAST OF A FIREPLUG, 15.5 METERS (51 FT) EAST OF A MANHOLE,
 BH1332'0.9 METER (3 FT) WEST-NORTHWEST OF POWER POLE NUMBER 5 WITH 2 STREET
 BH1332'LIGHTS, AND 0.3 METER (1 FT) WEST-SOUTHWEST OF LOUISIANA AVE AND
 BH1332'ATLANTA ST ROAD SIGN.
 BH1332'THE MARK IS 1.07 METERS  S FROM A WITNESS POST.
 BH1332'THE MARK IS ABOVE LEVEL WITH LOUISIANA AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1231 ***********************************************************************
 BK1231  DESIGNATION -  A 51
 BK1231  PID         -  BK1231
 BK1231  STATE/COUNTY-  LA/ALLEN
 BK1231  USGS QUAD   -  LE BLANC (1994)
 BK1231
 BK1231                         *CURRENT SURVEY CONTROL
 BK1231  ___________________________________________________________________
 BK1231* NAD 83(1986)-  30 30 53.     (N)    092 58 44.     (W)     SCALED    
 BK1231* NAVD 88     -        14.05   (+/-2cm)      46.1    (feet)  VERTCON   
 BK1231  ___________________________________________________________________
 BK1231  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK1231
 BK1231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1231
 BK1231.The horizontal coordinates were scaled from a topographic map and have
 BK1231.an estimated accuracy of +/- 6 seconds.
 BK1231
 BK1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1231.The vertical order pertains to the NGVD 29 superseded value.
 BK1231
 BK1231.The geoid height was determined by GEOID03.
 BK1231
 BK1231;                    North         East    Units  Estimated Accuracy
 BK1231;SPC LA S     -   224,460.      842,060.      MT  (+/- 180 meters Scaled)
 BK1231
 BK1231                          SUPERSEDED SURVEY CONTROL
 BK1231
 BK1231  NGVD 29 (??/??/??)   14.016  (m)           45.98   (f) ADJUSTED    2 0
 BK1231
 BK1231.Superseded values are not recommended for survey control.
 BK1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1231.See file dsdata.txt to determine how the superseded data were derived.
 BK1231
 BK1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP020758(NAD 83)
 BK1231_MARKER: DB = BENCH MARK DISK
 BK1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1231_SP_SET: FOOTING
 BK1231_STAMPING: A 51 1935
 BK1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1231
 BK1231  HISTORY     - Date     Condition        Report By
 BK1231  HISTORY     - 1935     MONUMENTED       CGS
 BK1231
 BK1231                          STATION DESCRIPTION
 BK1231
 BK1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1231'4.1 MI E FROM REEVES.
 BK1231'4.1 MI E OF AND ALONG THE M P R R 0.4 MILE E OF MILEPOST 536.  IN
 BK1231'RAILWAY SIGNAL TOWER 536.5.  9 FEET N OF CENTER OF TRACK.  DISK IS SET
 BK1231'HORIZONTALLY IN SE CORNER OF FOOTING OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0963 ***********************************************************************
 BX0963  DESIGNATION -  A 526 LAGS
 BX0963  PID         -  BX0963
 BX0963  STATE/COUNTY-  LA/RAPIDES
 BX0963  USGS QUAD   -  LECOMPTE (1992)
 BX0963
 BX0963                         *CURRENT SURVEY CONTROL
 BX0963  ___________________________________________________________________
 BX0963* NAD 83(1986)-  31 04 59.     (N)    092 23 40.     (W)     SCALED    
 BX0963* NAVD 88     -        22.89   (+/-2cm)      75.1    (feet)  VERTCON   
 BX0963  ___________________________________________________________________
 BX0963  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0963
 BX0963  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0963
 BX0963.The horizontal coordinates were scaled from a topographic map and have
 BX0963.an estimated accuracy of +/- 6 seconds.
 BX0963
 BX0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0963.The vertical order pertains to the NGVD 29 superseded value.
 BX0963
 BX0963.The geoid height was determined by GEOID03.
 BX0963
 BX0963;                    North         East    Units  Estimated Accuracy
 BX0963;SPC LA N     -    64,650.    1,010,070.      MT  (+/- 180 meters Scaled)
 BX0963
 BX0963                          SUPERSEDED SURVEY CONTROL
 BX0963
 BX0963  NGVD 29 (??/??/??)   22.874  (m)           75.05   (f) ADJUSTED    2 0
 BX0963
 BX0963.Superseded values are not recommended for survey control.
 BX0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0963.See file dsdata.txt to determine how the superseded data were derived.
 BX0963
 BX0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ577389(NAD 83)
 BX0963_MARKER: DD = SURVEY DISK
 BX0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0963_STAMPING: A 526
 BX0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0963+STABILITY: SURFACE MOTION
 BX0963
 BX0963  HISTORY     - Date     Condition        Report By
 BX0963  HISTORY     - UNK      MONUMENTED       LAGS
 BX0963  HISTORY     - 1968     GOOD             LADTD
 BX0963  HISTORY     - 1972     MARK NOT FOUND   LADH
 BX0963  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0963
 BX0963                          STATION DESCRIPTION
 BX0963
 BX0963'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0963'IN LECOMPTE.
 BX0963'LOCATED AT LECOMPTE, IN THE SOUTH SECTION OF TOWN NEAR COTTON GROWERS
 BX0963'GIN COMPANY, INC. BETWEEN UNITED STATES HIGHWAY 71 AND THE TEXAS
 BX0963'PACIFIC-MISSOURI PACIFIC RAILROAD.  240 FEET NORTHWEST OF NORTHWEST
 BX0963'CORNER OF MAIN PART OF GIN BUILDING (NOT SHED).  104 FEET NORTHWEST OF
 BX0963'NORTHWEST CORNER OF COTTON GROWERS GIN COMPANY, INC. OFFICE.  51.3
 BX0963'FEET WEST OF 24 INCH PECAN TREE.  56.3 FEET SOUTHWEST OF TELEPHONE
 BX0963'POLE IN THE NORTHEAST JUNCTION OF GRAVEL STREET RUNNING NORTH AND
 BX0963'BLACKTOP STREET RUNNING EAST.  254 FEET SOUTHEAST OF CONCRETE BASE OF
 BX0963'SIGNAL BOX AT RAILROAD CROSSING.  49 FEET EAST OF SWITCH BOX.  21.5
 BX0963'FEET EAST OF EAST RAIL ON MAIN TRACK.  SET IN CONCRETE POST FLUSH WITH
 BX0963'GROUND.  1/4, SEC 6, T 1 N, R 1 E.
 BX0963
 BX0963                          STATION RECOVERY (1972)
 BX0963
 BX0963'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 BX0963'MARK NOT FOUND.
 BX0963
 BX0963                          STATION RECOVERY (1999)
 BX0963
 BX0963'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1494 ***********************************************************************
 BX1494  DESIGNATION -  A 5474 LAGS
 BX1494  PID         -  BX1494
 BX1494  STATE/COUNTY-  LA/WINN
 BX1494  USGS QUAD   -  CALVIN (1983)
 BX1494
 BX1494                         *CURRENT SURVEY CONTROL
 BX1494  ___________________________________________________________________
 BX1494* NAD 83(1986)-  31 53 59.     (N)    092 47 00.     (W)     SCALED    
 BX1494* NAVD 88     -        98.12   (+/-2cm)     321.9    (feet)  VERTCON   
 BX1494  ___________________________________________________________________
 BX1494  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1494
 BX1494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1494
 BX1494.The horizontal coordinates were scaled from a topographic map and have
 BX1494.an estimated accuracy of +/- 6 seconds.
 BX1494
 BX1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1494.The vertical order pertains to the NGVD 29 superseded value.
 BX1494
 BX1494.The geoid height was determined by GEOID03.
 BX1494
 BX1494;                    North         East    Units  Estimated Accuracy
 BX1494;SPC LA N     -   155,230.      973,200.      MT  (+/- 180 meters Scaled)
 BX1494
 BX1494                          SUPERSEDED SURVEY CONTROL
 BX1494
 BX1494  NGVD 29 (??/??/??)   98.144  (m)          321.99   (f) ADJUSTED    2 0
 BX1494
 BX1494.Superseded values are not recommended for survey control.
 BX1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1494.See file dsdata.txt to determine how the superseded data were derived.
 BX1494
 BX1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR204293(NAD 83)
 BX1494_MARKER: DD = SURVEY DISK
 BX1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1494_STAMPING: A 5474
 BX1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1494+STABILITY: SURFACE MOTION
 BX1494
 BX1494  HISTORY     - Date     Condition        Report By
 BX1494  HISTORY     - UNK      MONUMENTED       LAGS
 BX1494  HISTORY     - 1949     GOOD             CGS
 BX1494  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1494
 BX1494                          STATION DESCRIPTION
 BX1494
 BX1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1494'8.6 MI W FROM WINNFIELD.
 BX1494'8.6 MILES WEST ALONG U.S. HIGHWY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1494'218.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE NORTH CORNER OF
 BX1494'THE HOUSE AT THE GUM SPRINGS FIRE TOWER, 42 FEET NORTHWEST OF THE
 BX1494'CENTER LINE OF THE HIGHWAY, 47.0 FEET SOUTHWEST OF A POWER POLE, 5.0
 BX1494'FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, 4.0 FEET SOUTHEAST OF A
 BX1494'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 BX1494'FOOT ABOVE THE GROUND.
 BX1494
 BX1494                          STATION RECOVERY (1998)
 BX1494
 BX1494'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1493 ***********************************************************************
 BX1493  DESIGNATION -  A 5476 LAGS
 BX1493  PID         -  BX1493
 BX1493  STATE/COUNTY-  LA/WINN
 BX1493  USGS QUAD   -  CALVIN (1983)
 BX1493
 BX1493                         *CURRENT SURVEY CONTROL
 BX1493  ___________________________________________________________________
 BX1493* NAD 83(1986)-  31 54 08.     (N)    092 46 32.     (W)     SCALED    
 BX1493* NAVD 88     -        83.34   (+/-2cm)     273.4    (feet)  VERTCON   
 BX1493  ___________________________________________________________________
 BX1493  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1493
 BX1493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1493
 BX1493.The horizontal coordinates were scaled from a topographic map and have
 BX1493.an estimated accuracy of +/- 6 seconds.
 BX1493
 BX1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1493.The vertical order pertains to the NGVD 29 superseded value.
 BX1493
 BX1493.The geoid height was determined by GEOID03.
 BX1493
 BX1493;                    North         East    Units  Estimated Accuracy
 BX1493;SPC LA N     -   155,500.      973,940.      MT  (+/- 180 meters Scaled)
 BX1493
 BX1493                          SUPERSEDED SURVEY CONTROL
 BX1493
 BX1493  NGVD 29 (??/??/??)   83.370  (m)          273.52   (f) ADJUSTED    2 0
 BX1493
 BX1493.Superseded values are not recommended for survey control.
 BX1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1493.See file dsdata.txt to determine how the superseded data were derived.
 BX1493
 BX1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR212296(NAD 83)
 BX1493_MARKER: DD = SURVEY DISK
 BX1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1493_STAMPING: A 5476
 BX1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1493+STABILITY: SURFACE MOTION
 BX1493
 BX1493  HISTORY     - Date     Condition        Report By
 BX1493  HISTORY     - UNK      MONUMENTED       LAGS
 BX1493  HISTORY     - 1949     GOOD             CGS
 BX1493  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1493
 BX1493                          STATION DESCRIPTION
 BX1493
 BX1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1493'8.2 MI W FROM WINNFIELD.
 BX1493'8.2 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1493'AT THE TOP OF A HILL, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BX1493'14.0 FEET SOUTH OF THE RIGHT OF WAY FENCE, 17.6 FEET WEST OF A
 BX1493'TELEPHONE POLE, 13.0 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BX1493'CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 BX1493
 BX1493                          STATION RECOVERY (2001)
 BX1493
 BX1493'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1492 ***********************************************************************
 BX1492  DESIGNATION -  A 5477 LAGS
 BX1492  PID         -  BX1492
 BX1492  STATE/COUNTY-  LA/WINN
 BX1492  USGS QUAD   -  CALVIN (1983)
 BX1492
 BX1492                         *CURRENT SURVEY CONTROL
 BX1492  ___________________________________________________________________
 BX1492* NAD 83(1986)-  31 54 11.     (N)    092 46 05.     (W)     SCALED    
 BX1492* NAVD 88     -        74.77   (+/-2cm)     245.3    (feet)  VERTCON   
 BX1492  ___________________________________________________________________
 BX1492  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1492
 BX1492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1492
 BX1492.The horizontal coordinates were scaled from a topographic map and have
 BX1492.an estimated accuracy of +/- 6 seconds.
 BX1492
 BX1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1492.The vertical order pertains to the NGVD 29 superseded value.
 BX1492
 BX1492.The geoid height was determined by GEOID03.
 BX1492
 BX1492;                    North         East    Units  Estimated Accuracy
 BX1492;SPC LA N     -   155,600.      974,650.      MT  (+/- 180 meters Scaled)
 BX1492
 BX1492                          SUPERSEDED SURVEY CONTROL
 BX1492
 BX1492  NGVD 29 (??/??/??)   74.798  (m)          245.40   (f) ADJUSTED    2 0
 BX1492
 BX1492.Superseded values are not recommended for survey control.
 BX1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1492.See file dsdata.txt to determine how the superseded data were derived.
 BX1492
 BX1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR219297(NAD 83)
 BX1492_MARKER: DD = SURVEY DISK
 BX1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1492_STAMPING: A 5477
 BX1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1492+STABILITY: SURFACE MOTION
 BX1492
 BX1492  HISTORY     - Date     Condition        Report By
 BX1492  HISTORY     - UNK      MONUMENTED       LAGS
 BX1492  HISTORY     - 1949     GOOD             CGS
 BX1492
 BX1492                          STATION DESCRIPTION
 BX1492
 BX1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1492'7.75 MI W FROM WINNFIELD.
 BX1492'7.75 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX1492'WINNFIELD, 50.0 FEET EAST OF A POWER POLE, 41 FEET SOUTH OF THE CENTER
 BX1492'LINE OF THE HIGHWAY, 8.6 FEET NORTH OF THE RIGHT OF WAY FENCE, 7.6
 BX1492'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX1492'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1491 ***********************************************************************
 BX1491  DESIGNATION -  A 5478 LAGS
 BX1491  PID         -  BX1491
 BX1491  STATE/COUNTY-  LA/WINN
 BX1491  USGS QUAD   -  CALVIN (1983)
 BX1491
 BX1491                         *CURRENT SURVEY CONTROL
 BX1491  ___________________________________________________________________
 BX1491* NAD 83(1986)-  31 54 18.     (N)    092 45 27.     (W)     SCALED    
 BX1491* NAVD 88     -        57.46   (+/-2cm)     188.5    (feet)  VERTCON   
 BX1491  ___________________________________________________________________
 BX1491  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1491
 BX1491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1491
 BX1491.The horizontal coordinates were scaled from a topographic map and have
 BX1491.an estimated accuracy of +/- 6 seconds.
 BX1491
 BX1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1491.The vertical order pertains to the NGVD 29 superseded value.
 BX1491
 BX1491.The geoid height was determined by GEOID03.
 BX1491
 BX1491;                    North         East    Units  Estimated Accuracy
 BX1491;SPC LA N     -   155,810.      975,650.      MT  (+/- 180 meters Scaled)
 BX1491
 BX1491                          SUPERSEDED SURVEY CONTROL
 BX1491
 BX1491  NGVD 29 (??/??/??)   57.482  (m)          188.59   (f) ADJUSTED    2 0
 BX1491
 BX1491.Superseded values are not recommended for survey control.
 BX1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1491.See file dsdata.txt to determine how the superseded data were derived.
 BX1491
 BX1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR229299(NAD 83)
 BX1491_MARKER: DD = SURVEY DISK
 BX1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1491_STAMPING: A 5478
 BX1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1491+STABILITY: SURFACE MOTION
 BX1491
 BX1491  HISTORY     - Date     Condition        Report By
 BX1491  HISTORY     - UNK      MONUMENTED       LAGS
 BX1491  HISTORY     - 1949     GOOD             CGS
 BX1491  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1491
 BX1491                          STATION DESCRIPTION
 BX1491
 BX1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1491'7.05 MI W FROM WINNFIELD.
 BX1491'7.05 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX1491'WINNFIELD, 390 FEET WEST OF THE NORTHWEST CORNER OF A BRIDGE, 46 FEET
 BX1491'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET SOUTH OF THE RIGHT
 BX1491'OF WAY FENCE, 5.0 FEET SOUTH OF A WITNESS POST, 207.0 FEET WEST OF THE
 BX1491'CENTER OF A WOODEN GATE, SET IN THE TOP OF A CONCRETE POST WHICH
 BX1491'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BX1491
 BX1491                          STATION RECOVERY (1980)
 BX1491
 BX1491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1490 ***********************************************************************
 BX1490  DESIGNATION -  A 5480 LAGS
 BX1490  PID         -  BX1490
 BX1490  STATE/COUNTY-  LA/WINN
 BX1490  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1490
 BX1490                         *CURRENT SURVEY CONTROL
 BX1490  ___________________________________________________________________
 BX1490* NAD 83(1986)-  31 54 27.     (N)    092 44 32.     (W)     SCALED    
 BX1490* NAVD 88     -        63.23   (+/-2cm)     207.4    (feet)  VERTCON   
 BX1490  ___________________________________________________________________
 BX1490  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1490
 BX1490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1490
 BX1490.The horizontal coordinates were scaled from a topographic map and have
 BX1490.an estimated accuracy of +/- 6 seconds.
 BX1490
 BX1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1490.The vertical order pertains to the NGVD 29 superseded value.
 BX1490
 BX1490.The geoid height was determined by GEOID03.
 BX1490
 BX1490;                    North         East    Units  Estimated Accuracy
 BX1490;SPC LA N     -   156,080.      977,090.      MT  (+/- 180 meters Scaled)
 BX1490
 BX1490                          SUPERSEDED SURVEY CONTROL
 BX1490
 BX1490  NGVD 29 (??/??/??)   63.258  (m)          207.54   (f) ADJUSTED    2 0
 BX1490
 BX1490.Superseded values are not recommended for survey control.
 BX1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1490.See file dsdata.txt to determine how the superseded data were derived.
 BX1490
 BX1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR243302(NAD 83)
 BX1490_MARKER: DD = SURVEY DISK
 BX1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1490_STAMPING: A 5480
 BX1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1490+STABILITY: SURFACE MOTION
 BX1490
 BX1490  HISTORY     - Date     Condition        Report By
 BX1490  HISTORY     - UNK      MONUMENTED       LAGS
 BX1490  HISTORY     - 1949     GOOD             CGS
 BX1490  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1490
 BX1490                          STATION DESCRIPTION
 BX1490
 BX1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1490'6.3 MI W FROM WINNFIELD.
 BX1490'6.3 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1490'AT THE TOP OF A HILL, 45 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BX1490'8.0 FEET SOUTH OF THE RIGHT OF WAY FENCE, 7.0 FEET SOUTH OF A WITNESS
 BX1490'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 BX1490'THE GROUND.
 BX1490
 BX1490                          STATION RECOVERY (1981)
 BX1490
 BX1490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1487 ***********************************************************************
 BX1487  DESIGNATION -  A 5482 LAGS
 BX1487  PID         -  BX1487
 BX1487  STATE/COUNTY-  LA/WINN
 BX1487  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1487
 BX1487                         *CURRENT SURVEY CONTROL
 BX1487  ___________________________________________________________________
 BX1487* NAD 83(1986)-  31 54 51.     (N)    092 42 17.     (W)     SCALED    
 BX1487* NAVD 88     -        60.01   (+/-2cm)     196.9    (feet)  VERTCON   
 BX1487  ___________________________________________________________________
 BX1487  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1487
 BX1487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1487
 BX1487.The horizontal coordinates were scaled from a topographic map and have
 BX1487.an estimated accuracy of +/- 6 seconds.
 BX1487
 BX1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1487.The vertical order pertains to the NGVD 29 superseded value.
 BX1487
 BX1487.The geoid height was determined by GEOID03.
 BX1487
 BX1487;                    North         East    Units  Estimated Accuracy
 BX1487;SPC LA N     -   156,810.      980,640.      MT  (+/- 180 meters Scaled)
 BX1487
 BX1487                          SUPERSEDED SURVEY CONTROL
 BX1487
 BX1487  NGVD 29 (??/??/??)   60.032  (m)          196.96   (f) ADJUSTED    2 0
 BX1487
 BX1487.Superseded values are not recommended for survey control.
 BX1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1487.See file dsdata.txt to determine how the superseded data were derived.
 BX1487
 BX1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR279309(NAD 83)
 BX1487_MARKER: DD = SURVEY DISK
 BX1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1487_STAMPING: A 5482
 BX1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1487+STABILITY: SURFACE MOTION
 BX1487
 BX1487  HISTORY     - Date     Condition        Report By
 BX1487  HISTORY     - UNK      MONUMENTED       LAGS
 BX1487  HISTORY     - 1949     GOOD             CGS
 BX1487  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1487
 BX1487                          STATION DESCRIPTION
 BX1487
 BX1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1487'4.1 MI W FROM WINNFIELD.
 BX1487'4.1 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1487'40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF
 BX1487'THE CENTER LINE OF A T ROAD LEADING NORTH, 7.0 FEET SOUTHEAST OF A
 BX1487'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BX1487'FOOT ABOVE THE GROUND.
 BX1487
 BX1487                          STATION RECOVERY (1981)
 BX1487
 BX1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1486 ***********************************************************************
 BX1486  DESIGNATION -  A 5483 LAGS
 BX1486  PID         -  BX1486
 BX1486  STATE/COUNTY-  LA/WINN
 BX1486  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1486
 BX1486                         *CURRENT SURVEY CONTROL
 BX1486  ___________________________________________________________________
 BX1486* NAD 83(1986)-  31 55 01.     (N)    092 41 37.     (W)     SCALED    
 BX1486* NAVD 88     -        60.27   (+/-2cm)     197.7    (feet)  VERTCON   
 BX1486  ___________________________________________________________________
 BX1486  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1486
 BX1486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1486
 BX1486.The horizontal coordinates were scaled from a topographic map and have
 BX1486.an estimated accuracy of +/- 6 seconds.
 BX1486
 BX1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1486.The vertical order pertains to the NGVD 29 superseded value.
 BX1486
 BX1486.The geoid height was determined by GEOID03.
 BX1486
 BX1486;                    North         East    Units  Estimated Accuracy
 BX1486;SPC LA N     -   157,120.      981,690.      MT  (+/- 180 meters Scaled)
 BX1486
 BX1486                          SUPERSEDED SURVEY CONTROL
 BX1486
 BX1486  NGVD 29 (??/??/??)   60.298  (m)          197.83   (f) ADJUSTED    2 0
 BX1486
 BX1486.Superseded values are not recommended for survey control.
 BX1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1486.See file dsdata.txt to determine how the superseded data were derived.
 BX1486
 BX1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR289312(NAD 83)
 BX1486_MARKER: DD = SURVEY DISK
 BX1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1486_STAMPING: A 5483
 BX1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1486+STABILITY: SURFACE MOTION
 BX1486
 BX1486  HISTORY     - Date     Condition        Report By
 BX1486  HISTORY     - UNK      MONUMENTED       LAGS
 BX1486  HISTORY     - 1949     GOOD             CGS
 BX1486  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1486
 BX1486                          STATION DESCRIPTION
 BX1486
 BX1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1486'3.3 MI W FROM WINNFIELD.
 BX1486'3.3 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1486'51 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 147 FEET EAST OF THE
 BX1486'CENTER LINE OF A TRACK ROAD LEADING SOUTH, 51.0 FEET SOUTHWEST OF A
 BX1486'TELEPHONE POLE, 7.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BX1486'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1486
 BX1486                          STATION RECOVERY (1981)
 BX1486
 BX1486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1485 ***********************************************************************
 BX1485  DESIGNATION -  A 5484 LAGS
 BX1485  PID         -  BX1485
 BX1485  STATE/COUNTY-  LA/WINN
 BX1485  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1485
 BX1485                         *CURRENT SURVEY CONTROL
 BX1485  ___________________________________________________________________
 BX1485* NAD 83(1992)-  31 55 12.71013(N)    092 41 04.69649(W)     ADJUSTED  
 BX1485* NAVD 88     -        58.41   (+/-2cm)     191.6    (feet)  VERTCON   
 BX1485  ___________________________________________________________________
 BX1485  X           -    -253,807.750 (meters)                     COMP
 BX1485  Y           -  -5,412,822.727 (meters)                     COMP
 BX1485  Z           -   3,352,941.059 (meters)                     COMP
 BX1485  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BX1485  ELLIP HEIGHT-          32.68  (meters)          (01/02/04) GPS OBS
 BX1485  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX1485
 BX1485  HORZ ORDER  -  THIRD
 BX1485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1485  ELLP ORDER  -  FOURTH    CLASS II
 BX1485
 BX1485.The horizontal coordinates were established by GPS observations
 BX1485.and adjusted by the National Geodetic Survey in January 1993..
 BX1485
 BX1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1485.The vertical order pertains to the NGVD 29 superseded value.
 BX1485
 BX1485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX1485
 BX1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1485
 BX1485.The ellipsoidal height was determined by GPS observations
 BX1485.and is referenced to NAD 83.
 BX1485
 BX1485.The geoid height was determined by GEOID03.
 BX1485
 BX1485;                    North         East     Units Scale Factor Converg.
 BX1485;SPC LA N     -   157,479.035   982,539.386   MT  0.99991474   -0 05 51.4
 BX1485;SPC LA N     -   516,662.47  3,223,547.97   sFT  0.99991474   -0 05 51.4
 BX1485;UTM  15      - 3,531,633.599   529,813.473   MT  0.99961096   +0 10 00.3
 BX1485
 BX1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1485!SPC LA N     -   0.99999487  x   0.99991474  =   0.99990961
 BX1485!UTM  15      -   0.99999487  x   0.99961096  =   0.99960583
 BX1485
 BX1485                          SUPERSEDED SURVEY CONTROL
 BX1485
 BX1485  ELLIP H (01/21/93)   32.77   (m)                       GP(       ) 4 2
 BX1485  NAD 83(1986)-  31 55 12.72497(N)    092 41 04.68548(W) AD(       ) 3
 BX1485  NAD 27      -  31 55 12.13685(N)    092 41 04.13564(W) AD(       ) 3
 BX1485  NGVD 29 (??/??/??)   58.436  (m)          191.72   (f) ADJUSTED    2 0
 BX1485
 BX1485.Superseded values are not recommended for survey control.
 BX1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1485.See file dsdata.txt to determine how the superseded data were derived.
 BX1485
 BX1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2981331634(NAD 83)
 BX1485_MARKER: DS = TRIANGULATION STATION DISK
 BX1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX1485_STAMPING: A 5484
 BX1485_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1485+STABILITY: SURFACE MOTION
 BX1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1485+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX1485
 BX1485  HISTORY     - Date     Condition        Report By
 BX1485  HISTORY     - 1987     MONUMENTED       LAGS
 BX1485  HISTORY     - 1949     GOOD             CGS
 BX1485  HISTORY     - 1981     GOOD             USGS
 BX1485
 BX1485                          STATION DESCRIPTION
 BX1485
 BX1485'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1987 (EDW)
 BX1485'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BX1485'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BX1485'OBSERVATIONS.
 BX1485'
 BX1485'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) WEST OF WINNFIELD.
 BX1485'OWNERSHIP--TOWN OF WINNFIELD
 BX1485'
 BX1485'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 167
 BX1485'IN WINNFIELD, GO WEST ON HIGHWAY 167 FOR 3.4 KM (2.1 MI) TO THE
 BX1485'STATION ON THE RIGHT SET NEAR THE GATE TO THE GARDENS OF MEMORIES
 BX1485'CEMETERY.
 BX1485'
 BX1485'THE STATION IS A STANDARD LAGS DISK
 BX1485'STAMPED---A 5484---,
 BX1485'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BX1485'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 BX1485'18.3 METERS (48 FT) NORTH FROM THE CENTER LINE OF HIGHWAY 167,
 BX1485'14.6 METERS (48 FT) NORTHEAST FROM A POWER POLE,
 BX1485'10.1 METERS (33 FT) NORTHEAST FROM THE CENTER OF A GRAVELED DRIVE
 BX1485'LEADING INTO THE CEMETERY,
 BX1485'0.30 METER (1 FT) NORTH FROM A METAL WITNESS POST AND
 BX1485'0.15 METER (0.5 FT) NORTH FROM A CHAIN LINK FENCE.
 BX1485'
 BX1485'DESCRIBED BY R.D. BALL.
 BX1485
 BX1485                          STATION RECOVERY (1949)
 BX1485
 BX1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BX1485'2.7 MI W FROM WINNFIELD.
 BX1485'2.7 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1485'60 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 40.0 FEET SOUTHEAST
 BX1485'OF A 20 INCH TRIANGULAR BLAZED PINE TREE, 48.0 FEET NORTHEAST OF A
 BX1485'POWER POLE, 4.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BX1485'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1485
 BX1485                          STATION RECOVERY (1981)
 BX1485
 BX1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1485'2.7 MI W ALONG US HWY. 84 FROM THE CENTERLINE AT WINNFIELD, AT THE
 BX1485'SOUTH ENTRANCE TO GARDEND MEMORIES CEM, 48' NE OF A POWER POLE, 33 FT
 BX1485'NE OF THE CENTERLINE OF THE DRIVEWAY INTO THE CEM., 60 FT. N. OF THE
 BX1485'CENTERLINE OF THE HIGHWAY, 1 FT. N. OF A METAL POST WITH A WITNESS
 BX1485'SIGN SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0292 ***********************************************************************
 DL0292  DESIGNATION -  A 57
 DL0292  PID         -  DL0292
 DL0292  STATE/COUNTY-  LA/UNION
 DL0292  USGS QUAD   -  JUNCTION CITY (1981)
 DL0292
 DL0292                         *CURRENT SURVEY CONTROL
 DL0292  ___________________________________________________________________
 DL0292* NAD 83(1986)-  33 00 32.     (N)    092 42 44.     (W)     SCALED    
 DL0292* NAVD 88     -        45.714  (meters)     149.98   (feet)  ADJUSTED  
 DL0292  ___________________________________________________________________
 DL0292  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL0292  DYNAMIC HT  -          45.664 (meters)     149.82  (feet)  COMP
 DL0292  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 DL0292
 DL0292  VERT ORDER  -  SECOND    CLASS 0
 DL0292
 DL0292.The horizontal coordinates were scaled from a topographic map and have
 DL0292.an estimated accuracy of +/- 6 seconds.
 DL0292
 DL0292.The orthometric height was determined by differential leveling
 DL0292.and adjusted by the National Geodetic Survey in June 1991..
 DL0292
 DL0292.The geoid height was determined by GEOID03.
 DL0292
 DL0292.The dynamic height is computed by dividing the NAVD 88
 DL0292.geopotential number by the normal gravity value computed on the
 DL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0292.degrees latitude (g = 980.6199 gals.).
 DL0292
 DL0292.The modeled gravity was interpolated from observed gravity values.
 DL0292
 DL0292;                    North         East    Units  Estimated Accuracy
 DL0292;SPC LA N     -   278,210.      980,170.      MT  (+/- 180 meters Scaled)
 DL0292
 DL0292                          SUPERSEDED SURVEY CONTROL
 DL0292
 DL0292  NGVD 29 (??/??/92)   45.824  (m)          150.34   (f) ADJ UNCH    2 0
 DL0292
 DL0292.Superseded values are not recommended for survey control.
 DL0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0292.See file dsdata.txt to determine how the superseded data were derived.
 DL0292
 DL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS268523(NAD 83)
 DL0292_MARKER: DB = BENCH MARK DISK
 DL0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0292_STAMPING: A57 1934
 DL0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0292+STABILITY: SURFACE MOTION
 DL0292
 DL0292  HISTORY     - Date     Condition        Report By
 DL0292  HISTORY     - 1934     MONUMENTED       CGS
 DL0292  HISTORY     - 1968     MARK NOT FOUND   LADH
 DL0292
 DL0292                          STATION DESCRIPTION
 DL0292
 DL0292'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 DL0292'0.5 MI S FROM JUNCTION CITY.
 DL0292'0.5 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 DL0292'JUNCTION CITY, UNION COUNTY, ARKANSAS, ABOUT 119 YARDS NORTH OF THE
 DL0292'TENTH POLE SOUTH OF MILEPOST 117, AND 30 FEET EAST OF THE CENTER LINE
 DL0292'OF THE TRACK.  SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1126 ***********************************************************************
 CQ1126  DESIGNATION -  A 58 RESET 1972
 CQ1126  PID         -  CQ1126
 CQ1126  STATE/COUNTY-  LA/UNION
 CQ1126  USGS QUAD   -  SHILOH (1985)
 CQ1126
 CQ1126                         *CURRENT SURVEY CONTROL
 CQ1126  ___________________________________________________________________
 CQ1126* NAD 83(1986)-  32 48 48.     (N)    092 36 56.     (W)     SCALED    
 CQ1126* NAVD 88     -        63.90   (meters)     209.6    (feet)  RESET     
 CQ1126  ___________________________________________________________________
 CQ1126  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1126
 CQ1126  VERT ORDER  -  THIRD
 CQ1126
 CQ1126.The horizontal coordinates were scaled from a topographic map and have
 CQ1126.an estimated accuracy of +/- 6 seconds.
 CQ1126
 CQ1126.The orthometric height was computed from unverified reset data.
 CQ1126.No vertical observational check was made to the station.
 CQ1126
 CQ1126.The geoid height was determined by GEOID03.
 CQ1126
 CQ1126;                    North         East    Units  Estimated Accuracy
 CQ1126;SPC LA N     -   256,510.      989,180.      MT  (+/- 180 meters Scaled)
 CQ1126
 CQ1126                          SUPERSEDED SURVEY CONTROL
 CQ1126
 CQ1126  NGVD 29 (??/??/??)   64.00   (m)          210.0    (f) RESET       3  
 CQ1126
 CQ1126.Superseded values are not recommended for survey control.
 CQ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1126.See file dsdata.txt to determine how the superseded data were derived.
 CQ1126
 CQ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS359306(NAD 83)
 CQ1126_MARKER: DB = BENCH MARK DISK
 CQ1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1126_STAMPING: A 58 RESET 1972
 CQ1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1126+STABILITY: SURFACE MOTION
 CQ1126
 CQ1126  HISTORY     - Date     Condition        Report By
 CQ1126  HISTORY     - 1972     MONUMENTED       NGS
 CQ1126
 CQ1126                          STATION DESCRIPTION
 CQ1126
 CQ1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CQ1126'2.5 MI E FROM BERNICE.
 CQ1126'LOCATED 2.5 MILES EAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE IN
 CQ1126'BERNICE, 63 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 68 FEET EAST OF
 CQ1126'THE NORTHEAST CORNER OF A HOUSE OWNED BY KERMIT PILGREEN, 27 FEET EAST
 CQ1126'OF THE CENTER OF THE DRIVEWAY, 51.5 FEET EAST OF THE PROJECTED PLANE
 CQ1126'OF THE EAST WALL OF THE PILGREEN HOUSE, 40 FEET NORTHEAST OF A POWER
 CQ1126'POLE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A BENCH
 CQ1126'MARK DISK CRIMPED ON A 3 1/2 FOOT SECTION OF COPPER WEL ROD FASTENED
 CQ1126'TO A 10-INCH STEEL PLATE, ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING
 CQ1126'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0036 ***********************************************************************
 BK0036  DESIGNATION -  A 60
 BK0036  PID         -  BK0036
 BK0036  STATE/COUNTY-  LA/EVANGELINE
 BK0036  USGS QUAD   -  VILLE PLATTE (1983)
 BK0036
 BK0036                         *CURRENT SURVEY CONTROL
 BK0036  ___________________________________________________________________
 BK0036* NAD 83(1986)-  30 39 45.     (N)    092 17 12.     (W)     SCALED    
 BK0036* NAVD 88     -        21.80   (+/-2cm)      71.5    (feet)  VERTCON   
 BK0036  ___________________________________________________________________
 BK0036  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK0036
 BK0036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0036
 BK0036.The horizontal coordinates were scaled from a topographic map and have
 BK0036.an estimated accuracy of +/- 6 seconds.
 BK0036
 BK0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0036.The vertical order pertains to the NGVD 29 superseded value.
 BK0036
 BK0036.The geoid height was determined by GEOID03.
 BK0036
 BK0036;                    North         East    Units  Estimated Accuracy
 BK0036;SPC LA S     -   240,090.      908,640.      MT  (+/- 180 meters Scaled)
 BK0036
 BK0036                          SUPERSEDED SURVEY CONTROL
 BK0036
 BK0036  NGVD 29 (??/??/??)   21.760  (m)           71.39   (f) ADJUSTED    2 0
 BK0036
 BK0036.Superseded values are not recommended for survey control.
 BK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0036.See file dsdata.txt to determine how the superseded data were derived.
 BK0036
 BK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP683924(NAD 83)
 BK0036_MARKER: DB = BENCH MARK DISK
 BK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0036_STAMPING: A 60 1935
 BK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0036+STABILITY: SURFACE MOTION
 BK0036
 BK0036  HISTORY     - Date     Condition        Report By
 BK0036  HISTORY     - 1935     MONUMENTED       CGS
 BK0036  HISTORY     - 1961     GOOD             CGS
 BK0036  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0036
 BK0036                          STATION DESCRIPTION
 BK0036
 BK0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0036'2.55 MI S FROM VILLE PLATTE.
 BK0036'ABOUT 0.25 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0036'STATION AT VILLE PLATTE, THENCE 0.15 MILE EAST ALONG COTTON STREET,
 BK0036'THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 29, THENCE 0.4 MILE WEST
 BK0036'ALONG A GRADED DIRT ROAD, 16 1/2 FEET NORTH OF THE CENTER LINE OF THE
 BK0036'ROAD, 155 FEET EAST OF THE NORTHEAST CORNER OF AN OLD HOUSE, 145 FEET
 BK0036'EAST OF A 14-INCH TREE AT THE NORTHEAST CORNER OF THE HOUSE, 109 FEET
 BK0036'NORTHEAST OF AND ACROSS THE ROAD FROM A BRACED POWER POLE, 2 FEET
 BK0036'NORTH OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, AND SET IN
 BK0036'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK0036
 BK0036                          STATION RECOVERY (1980)
 BK0036
 BK0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0064 ***********************************************************************
 CQ0064  DESIGNATION -  A 607 LAGS
 CQ0064  PID         -  CQ0064
 CQ0064  STATE/COUNTY-  LA/OUACHITA
 CQ0064  USGS QUAD   -  CALHOUN (1994)
 CQ0064
 CQ0064                         *CURRENT SURVEY CONTROL
 CQ0064  ___________________________________________________________________
 CQ0064* NAD 83(1986)-  32 31 13.     (N)    092 19 40.     (W)     SCALED    
 CQ0064* NAVD 88     -        44.59   (+/-2cm)     146.3    (feet)  VERTCON   
 CQ0064  ___________________________________________________________________
 CQ0064  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ0064
 CQ0064  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0064
 CQ0064.The horizontal coordinates were scaled from a topographic map and have
 CQ0064.an estimated accuracy of +/- 6 seconds.
 CQ0064
 CQ0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0064.The vertical order pertains to the NGVD 29 superseded value.
 CQ0064
 CQ0064.The geoid height was determined by GEOID03.
 CQ0064
 CQ0064;                    North         East    Units  Estimated Accuracy
 CQ0064;SPC LA N     -   224,020.    1,016,180.      MT  (+/- 180 meters Scaled)
 CQ0064
 CQ0064                          SUPERSEDED SURVEY CONTROL
 CQ0064
 CQ0064  NGVD 29 (??/??/??)   44.644  (m)          146.47   (f) ADJUSTED    1 2
 CQ0064
 CQ0064.Superseded values are not recommended for survey control.
 CQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0064.See file dsdata.txt to determine how the superseded data were derived.
 CQ0064
 CQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR631983(NAD 83)
 CQ0064_MARKER: DD = SURVEY DISK
 CQ0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0064_SP_SET: CONCRETE TERRA PIPE
 CQ0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0064+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 CQ0064
 CQ0064  HISTORY     - Date     Condition        Report By
 CQ0064  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0064  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0064  HISTORY     - 20050609 GOOD             GEOCAC
 CQ0064
 CQ0064                          STATION DESCRIPTION
 CQ0064
 CQ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0064'2.1 MI E FROM CALHOUN.
 CQ0064'2.1 MILES EAST OF CALHOUN, SET IN THE TOP OF A CONCRETE FILLED TERRA
 CQ0064'COTTA PIPE LOCATED 34 FEET NORTH OF THE CENTER LINE OF HWY 80 AND 2.05
 CQ0064'MILES EAST OF BOYDS STORE, 42 FEET EAST OF THE CENTER LINE OF
 CQ0064'CLAIBORNE ROAD, 7 FEET SOUTH OF A WIRE FENCE, 234 FEET SE OF THE SE
 CQ0064'CORNER OF THE HOME OF R.W. WATSON.
 CQ0064
 CQ0064                          STATION RECOVERY (2005)
 CQ0064
 CQ0064'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0065 ***********************************************************************
 CQ0065  DESIGNATION -  A 607 LAGS RESET 1940
 CQ0065  PID         -  CQ0065
 CQ0065  STATE/COUNTY-  LA/OUACHITA
 CQ0065  USGS QUAD   -  CALHOUN (1994)
 CQ0065
 CQ0065                         *CURRENT SURVEY CONTROL
 CQ0065  ___________________________________________________________________
 CQ0065* NAD 83(1986)-  32 31 13.     (N)    092 19 41.     (W)     SCALED    
 CQ0065* NAVD 88     -        44.78   (+/-2cm)     146.9    (feet)  VERTCON   
 CQ0065  ___________________________________________________________________
 CQ0065  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ0065
 CQ0065  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0065
 CQ0065.The horizontal coordinates were scaled from a topographic map and have
 CQ0065.an estimated accuracy of +/- 6 seconds.
 CQ0065
 CQ0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0065.The vertical order pertains to the NGVD 29 superseded value.
 CQ0065
 CQ0065.The geoid height was determined by GEOID03.
 CQ0065
 CQ0065;                    North         East    Units  Estimated Accuracy
 CQ0065;SPC LA N     -   224,020.    1,016,160.      MT  (+/- 180 meters Scaled)
 CQ0065
 CQ0065                          SUPERSEDED SURVEY CONTROL
 CQ0065
 CQ0065  NGVD 29 (??/??/??)   44.832  (m)          147.09   (f) ADJUSTED    1 2
 CQ0065
 CQ0065.Superseded values are not recommended for survey control.
 CQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0065.See file dsdata.txt to determine how the superseded data were derived.
 CQ0065
 CQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR631983(NAD 83)
 CQ0065_MARKER: DB = BENCH MARK DISK
 CQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0065_STAMPING: 607 RESET 1940
 CQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0065+STABILITY: SURFACE MOTION
 CQ0065
 CQ0065  HISTORY     - Date     Condition        Report By
 CQ0065  HISTORY     - 1940     MONUMENTED       LAGS
 CQ0065  HISTORY     - 1950     GOOD             CGS
 CQ0065  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0065
 CQ0065                          STATION DESCRIPTION
 CQ0065
 CQ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0065'1.9 MI E FROM CALHOUN.
 CQ0065'1.9 MILES EAST ALONG U. S. HIGHWAY NO. 80 FROM THE JUNCTION OF U. S.
 CQ0065'HIGHWAY NO. 80 WITH STATE HIGHWAY NO. 201 AT CALHOUN, AT A T-JUNCTION
 CQ0065'OF ROADS, ABOUT 250 FEET EAST OF R. W. WATSON FARMHOUSE, ON THE TOP OF
 CQ0065'A CUT, 49 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 CQ0065'SOUTHWEST OF THE CENTER LINE OF THE SIDE ROAD LEADING NORTHWEST, 17
 CQ0065'FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER POST, 1.1 FEET
 CQ0065'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST LEVEL
 CQ0065'WITH THE GROUND AND ABOUT 3 FEET ABOVE THE HIGHWAY.
 CQ0065
 CQ0065                          STATION RECOVERY (1969)
 CQ0065
 CQ0065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0069 ***********************************************************************
 CQ0069  DESIGNATION -  A 609 LAGS
 CQ0069  PID         -  CQ0069
 CQ0069  STATE/COUNTY-  LA/OUACHITA
 CQ0069  USGS QUAD   -  CALHOUN (1994)
 CQ0069
 CQ0069                         *CURRENT SURVEY CONTROL
 CQ0069  ___________________________________________________________________
 CQ0069* NAD 83(1986)-  32 30 45.     (N)    092 21 13.     (W)     SCALED    
 CQ0069* NAVD 88     -        58.66   (+/-2cm)     192.5    (feet)  VERTCON   
 CQ0069  ___________________________________________________________________
 CQ0069  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0069
 CQ0069  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0069
 CQ0069.The horizontal coordinates were scaled from a topographic map and have
 CQ0069.an estimated accuracy of +/- 6 seconds.
 CQ0069
 CQ0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0069.The vertical order pertains to the NGVD 29 superseded value.
 CQ0069
 CQ0069.The geoid height was determined by GEOID03.
 CQ0069
 CQ0069;                    North         East    Units  Estimated Accuracy
 CQ0069;SPC LA N     -   223,150.    1,013,760.      MT  (+/- 180 meters Scaled)
 CQ0069
 CQ0069                          SUPERSEDED SURVEY CONTROL
 CQ0069
 CQ0069  NGVD 29 (??/??/??)   58.721  (m)          192.65   (f) ADJUSTED    1 2
 CQ0069
 CQ0069.Superseded values are not recommended for survey control.
 CQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0069.See file dsdata.txt to determine how the superseded data were derived.
 CQ0069
 CQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR607974(NAD 83)
 CQ0069_MARKER: DD = SURVEY DISK
 CQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0069_STAMPING: A 690
 CQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0069+STABILITY: SURFACE MOTION
 CQ0069
 CQ0069  HISTORY     - Date     Condition        Report By
 CQ0069  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0069  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0069
 CQ0069                          STATION DESCRIPTION
 CQ0069
 CQ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0069'0.8 MI E FROM CALHOUN.
 CQ0069'9.6 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE NEW HIGHWAY BRIDGE OVER
 CQ0069'OUACHITA RIVER AT MONROE, OUACHITA PARISH, ABOUT 168 FEET SOUTHWEST OF
 CQ0069'THE SOUTHWEST CORNER OF THE RESIDENCE OF MRS. B. CHATMAN, 44 FEET
 CQ0069'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 27 FEET EAST OF A 12-INCH
 CQ0069'PINE TREE.  A STATE SURVEY STANDARD DISK, STAMPED A 690 AND SET IN THE
 CQ0069'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0280 ***********************************************************************
 CQ0280  DESIGNATION -  A 619
 CQ0280  PID         -  CQ0280
 CQ0280  STATE/COUNTY-  LA/OUACHITA
 CQ0280  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0280
 CQ0280                         *CURRENT SURVEY CONTROL
 CQ0280  ___________________________________________________________________
 CQ0280* NAD 83(1986)-  32 33 24.     (N)    092 09 29.     (W)     SCALED    
 CQ0280* NAVD 88     -        44.832  (meters)     147.09   (feet)  ADJUSTED  
 CQ0280  ___________________________________________________________________
 CQ0280  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0280  DYNAMIC HT  -          44.782 (meters)     146.92  (feet)  COMP
 CQ0280  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 CQ0280
 CQ0280  VERT ORDER  -  SECOND    CLASS 0
 CQ0280
 CQ0280.The horizontal coordinates were scaled from a topographic map and have
 CQ0280.an estimated accuracy of +/- 6 seconds.
 CQ0280
 CQ0280.The orthometric height was determined by differential leveling
 CQ0280.and adjusted by the National Geodetic Survey in June 1991..
 CQ0280
 CQ0280.The geoid height was determined by GEOID03.
 CQ0280
 CQ0280.The dynamic height is computed by dividing the NAVD 88
 CQ0280.geopotential number by the normal gravity value computed on the
 CQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0280.degrees latitude (g = 980.6199 gals.).
 CQ0280
 CQ0280.The modeled gravity was interpolated from observed gravity values.
 CQ0280
 CQ0280;                    North         East    Units  Estimated Accuracy
 CQ0280;SPC LA N     -   228,090.    1,032,110.      MT  (+/- 180 meters Scaled)
 CQ0280
 CQ0280                          SUPERSEDED SURVEY CONTROL
 CQ0280
 CQ0280  NGVD 29 (??/??/??)   44.903  (m)          147.32   (f) ADJUSTED    2 0
 CQ0280
 CQ0280.Superseded values are not recommended for survey control.
 CQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0280.See file dsdata.txt to determine how the superseded data were derived.
 CQ0280
 CQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS790024(NAD 83)
 CQ0280_MARKER: DB = BENCH MARK DISK
 CQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0280_STAMPING: A 619
 CQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0280+STABILITY: SURFACE MOTION
 CQ0280
 CQ0280  HISTORY     - Date     Condition        Report By
 CQ0280  HISTORY     - UNK      MONUMENTED       CGS
 CQ0280  HISTORY     - 1968     GOOD             LADH
 CQ0280
 CQ0280                          STATION DESCRIPTION
 CQ0280
 CQ0280'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0280'4.4 MI NW FROM WEST MONROE.
 CQ0280'LOCATED 1.7 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE U.S. HIGHWAY 80
 CQ0280'OUACHITA RIVER BRIDGE, THENCE NORTH ALONG STATE HIGHWAY 143 FOR 2.7
 CQ0280'MILES TO THE MARK ON THE LEFT.  IT IS 97 FEET WEST OF THE CENTERLINE
 CQ0280'OF THE HIGHWAY, 80 FEET SOUTH OF THE CENTERLINE OF WALL WILLIAMS ROAD,
 CQ0280'15 FEET NORTH OF A 14-INCH PECAN TREE AND 35 FEET WEST OF A STEEL
 CQ0280'WITNESS POST.  IT IS A C AND GS BENCH MARK DISK SET IN THE TOP OF A
 CQ0280'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0240 ***********************************************************************
 CQ0240  DESIGNATION -  A 644 LADH
 CQ0240  PID         -  CQ0240
 CQ0240  STATE/COUNTY-  LA/LINCOLN
 CQ0240  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0240
 CQ0240                         *CURRENT SURVEY CONTROL
 CQ0240  ___________________________________________________________________
 CQ0240* NAD 83(1986)-  32 37 16.     (N)    092 25 10.     (W)     SCALED    
 CQ0240* NAVD 88     -        72.512  (meters)     237.90   (feet)  ADJUSTED  
 CQ0240  ___________________________________________________________________
 CQ0240  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ0240  DYNAMIC HT  -          72.431 (meters)     237.63  (feet)  COMP
 CQ0240  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CQ0240
 CQ0240  VERT ORDER  -  SECOND    CLASS 0
 CQ0240
 CQ0240.The horizontal coordinates were scaled from a topographic map and have
 CQ0240.an estimated accuracy of +/- 6 seconds.
 CQ0240
 CQ0240.The orthometric height was determined by differential leveling
 CQ0240.and adjusted by the National Geodetic Survey in June 1991..
 CQ0240
 CQ0240.The geoid height was determined by GEOID03.
 CQ0240
 CQ0240.The dynamic height is computed by dividing the NAVD 88
 CQ0240.geopotential number by the normal gravity value computed on the
 CQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0240.degrees latitude (g = 980.6199 gals.).
 CQ0240
 CQ0240.The modeled gravity was interpolated from observed gravity values.
 CQ0240
 CQ0240;                    North         East    Units  Estimated Accuracy
 CQ0240;SPC LA N     -   235,190.    1,007,560.      MT  (+/- 180 meters Scaled)
 CQ0240
 CQ0240                          SUPERSEDED SURVEY CONTROL
 CQ0240
 CQ0240  NGVD 29 (??/??/??)   72.591  (m)          238.16   (f) ADJUSTED    2 0
 CQ0240
 CQ0240.Superseded values are not recommended for survey control.
 CQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0240.See file dsdata.txt to determine how the superseded data were derived.
 CQ0240
 CQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS544094(NAD 83)
 CQ0240_MARKER: DE = TRAVERSE STATION DISK
 CQ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0240_STAMPING: A 644
 CQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0240+STABILITY: SURFACE MOTION
 CQ0240
 CQ0240  HISTORY     - Date     Condition        Report By
 CQ0240  HISTORY     - UNK      MONUMENTED       LADH
 CQ0240  HISTORY     - 1968     GOOD             LADH
 CQ0240  HISTORY     - 1983     GOOD             LADTD
 CQ0240  HISTORY     - 1987     GOOD             USPSQD
 CQ0240  HISTORY     - 1990     GOOD             USPSQD
 CQ0240  HISTORY     - 19970211 GOOD             USPSQD
 CQ0240
 CQ0240                          STATION DESCRIPTION
 CQ0240
 CQ0240'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0240'15.9 MI NE FROM RUSTON.
 CQ0240'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ0240'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ0240'7.0 MILES TO THE INTERSECTION OF U. S. HIGHWAY 80 AND STATE HIGHWAY
 CQ0240'145 IN CHOUDRANT, THENCE NORTHEAST ALONG STATE HIGHWAY 145 FOR 8.6
 CQ0240'MILES TO THE MARK ON THE RIGHT.  IT IS 0.5 MILES SOUTH OF DOWNSVILLE,
 CQ0240'AT THE INTERSECTION OF STATE HIGHWAY 822.  IT IS 119 FEET EAST OF THE
 CQ0240'CENTERLINE OF THE HIGHWAY, 83 FEET WEST OF THE SOUTHWEST HOUSE CORNER
 CQ0240'OF MRS. NORRIS ESTATE, 80 FEET EAST OF A FENCE, AND 81 FEET EAST OF A
 CQ0240'STEEL WITNESS POST.  IT IS A LDH AND C AND GS TRAVERSE DISK STAMPED A
 CQ0240'644, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  NOTE-- IT
 CQ0240'IS 0.5 MILES SOUTHWEST OF BM 56V12.
 CQ0240
 CQ0240                          STATION RECOVERY (1983)
 CQ0240
 CQ0240'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0240'RECOVERED IN GOOD CONDITION.
 CQ0240
 CQ0240                          STATION RECOVERY (1987)
 CQ0240
 CQ0240'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0240'RECOVERED IN GOOD CONDITION.
 CQ0240
 CQ0240                          STATION RECOVERY (1990)
 CQ0240
 CQ0240'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0240'RECOVERED IN GOOD CONDITION.
 CQ0240
 CQ0240                          STATION RECOVERY (1997)
 CQ0240
 CQ0240'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0038 ***********************************************************************
 CQ0038  DESIGNATION -  A 669 LAGS
 CQ0038  PID         -  CQ0038
 CQ0038  STATE/COUNTY-  LA/OUACHITA
 CQ0038  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0038
 CQ0038                         *CURRENT SURVEY CONTROL
 CQ0038  ___________________________________________________________________
 CQ0038* NAD 83(1986)-  32 31 02.     (N)    092 08 21.     (W)     SCALED    
 CQ0038* NAVD 88     -        23.73   (+/-2cm)      77.9    (feet)  VERTCON   
 CQ0038  ___________________________________________________________________
 CQ0038  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0038
 CQ0038  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0038
 CQ0038.The horizontal coordinates were scaled from a topographic map and have
 CQ0038.an estimated accuracy of +/- 6 seconds.
 CQ0038
 CQ0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0038.The vertical order pertains to the NGVD 29 superseded value.
 CQ0038
 CQ0038.The geoid height was determined by GEOID03.
 CQ0038
 CQ0038;                    North         East    Units  Estimated Accuracy
 CQ0038;SPC LA N     -   223,720.    1,033,900.      MT  (+/- 180 meters Scaled)
 CQ0038
 CQ0038                          SUPERSEDED SURVEY CONTROL
 CQ0038
 CQ0038  NGVD 29 (??/??/??)   23.781  (m)           78.02   (f) ADJUSTED    1 2
 CQ0038
 CQ0038.Superseded values are not recommended for survey control.
 CQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0038.See file dsdata.txt to determine how the superseded data were derived.
 CQ0038
 CQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR808980(NAD 83)
 CQ0038_MARKER: R = RIVET
 CQ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0038+STABILITY: SURFACE MOTION
 CQ0038
 CQ0038  HISTORY     - Date     Condition        Report By
 CQ0038  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0038  HISTORY     - 1949     GOOD             CGS
 CQ0038  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0038  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ0038
 CQ0038                          STATION DESCRIPTION
 CQ0038
 CQ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0038'1.2 MI W FROM WEST MONROE.
 CQ0038'1.2 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM THE SOUTHWEST END OF
 CQ0038'THE CONCRETE BRIDGE OVER THE OUACHITA RIVER AT WEST MONROE, AT THE
 CQ0038'Y-JUNCTION OF U. S. HIGHWAY NO. 80 (CYPRESS STREET) AND CLABURNE
 CQ0038'STREET, 252 FEET NORTHWEST OF THE NORTHWEST PILLAR OF THE TRIANGLE
 CQ0038'SERVICE STATION GROCERY, 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 CQ0038'HIGHWAY, 30 FEET NORTH OF THE CENTER LINE OF CLABURNE STREET, 18.4
 CQ0038'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NO. 2104, 1.8 FEET
 CQ0038'NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, SET IN THE TOP OF A
 CQ0038'CONCRETE POST AND LEVEL WITH THE GROUND.  NOTE-- A NEW HOUSE HAS BEEN
 CQ0038'CONSTRUCTED AT THE LOCATION OF THE MARK.
 CQ0038
 CQ0038                          STATION RECOVERY (1969)
 CQ0038
 CQ0038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0038'MARK NOT FOUND.
 CQ0038
 CQ0038                          STATION RECOVERY (2003)
 CQ0038
 CQ0038'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEG)
 CQ0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0041 ***********************************************************************
 CQ0041  DESIGNATION -  A 671 LAGS
 CQ0041  PID         -  CQ0041
 CQ0041  STATE/COUNTY-  LA/OUACHITA
 CQ0041  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0041
 CQ0041                         *CURRENT SURVEY CONTROL
 CQ0041  ___________________________________________________________________
 CQ0041* NAD 83(1986)-  32 31 02.     (N)    092 09 07.     (W)     SCALED    
 CQ0041* NAVD 88     -        27.04   (+/-2cm)      88.7    (feet)  VERTCON   
 CQ0041  ___________________________________________________________________
 CQ0041  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0041
 CQ0041  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0041
 CQ0041.The horizontal coordinates were scaled from a topographic map and have
 CQ0041.an estimated accuracy of +/- 6 seconds.
 CQ0041
 CQ0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0041.The vertical order pertains to the NGVD 29 superseded value.
 CQ0041
 CQ0041.The geoid height was determined by GEOID03.
 CQ0041
 CQ0041;                    North         East    Units  Estimated Accuracy
 CQ0041;SPC LA N     -   223,720.    1,032,700.      MT  (+/- 180 meters Scaled)
 CQ0041
 CQ0041                          SUPERSEDED SURVEY CONTROL
 CQ0041
 CQ0041  NGVD 29 (??/??/??)   27.096  (m)           88.90   (f) ADJUSTED    1 2
 CQ0041
 CQ0041.Superseded values are not recommended for survey control.
 CQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0041.See file dsdata.txt to determine how the superseded data were derived.
 CQ0041
 CQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR796980(NAD 83)
 CQ0041_MARKER: R = RIVET
 CQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0041+STABILITY: SURFACE MOTION
 CQ0041
 CQ0041  HISTORY     - Date     Condition        Report By
 CQ0041  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0041  HISTORY     - 1949     GOOD             CGS
 CQ0041  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0041
 CQ0041                          STATION DESCRIPTION
 CQ0041
 CQ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0041'2.0 MI W FROM MONROE.
 CQ0041'2.0 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM THE SOUTHWEST END OF
 CQ0041'THE NEW CONCRETE BRIDGE OVER THE OUACHITA RIVER AT MONROE, 120 FEET
 CQ0041'SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEDD NIGHT CLUB AND BEER
 CQ0041'GARDEN, ABOUT ON THE PROJECTED CENTER LINE OF THE EAST DRIVE LEADING
 CQ0041'NORTH INTO THE CANARY TOURIST COURT, 44 FEET SOUTH OF THE CENTER LINE
 CQ0041'OF THE HIGHWAY, 38.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE DR.
 CQ0041'R. W. EINHORN ANIMAL HOSPITAL BUILDING, 28 FEET NORTHWEST OF THE
 CQ0041'NORTHEAST CORNER OF THE BUILDING, IN A GRAVEL PARKING LOT, A MONEL
 CQ0041'RIVET SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 CQ0041'GROUND.  NOTE-- A PARKING AREA HAS BEEN CONSTRUCTED AT THE LOCATION OF
 CQ0041'THE MARK.
 CQ0041
 CQ0041                          STATION RECOVERY (1969)
 CQ0041
 CQ0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0045 ***********************************************************************
 CQ0045  DESIGNATION -  A 673 LAGS
 CQ0045  PID         -  CQ0045
 CQ0045  STATE/COUNTY-  LA/OUACHITA
 CQ0045  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0045
 CQ0045                         *CURRENT SURVEY CONTROL
 CQ0045  ___________________________________________________________________
 CQ0045* NAD 83(1986)-  32 31 04.     (N)    092 10 12.     (W)     SCALED    
 CQ0045* NAVD 88     -        37.712  (meters)     123.73   (feet)  ADJUSTED  
 CQ0045  ___________________________________________________________________
 CQ0045  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0045  DYNAMIC HT  -          37.670 (meters)     123.59  (feet)  COMP
 CQ0045  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CQ0045
 CQ0045  VERT ORDER  -  FIRST     CLASS I
 CQ0045
 CQ0045.The horizontal coordinates were scaled from a topographic map and have
 CQ0045.an estimated accuracy of +/- 6 seconds.
 CQ0045
 CQ0045.The orthometric height was determined by differential leveling
 CQ0045.and adjusted by the National Geodetic Survey in June 1991..
 CQ0045
 CQ0045.The geoid height was determined by GEOID03.
 CQ0045
 CQ0045.The dynamic height is computed by dividing the NAVD 88
 CQ0045.geopotential number by the normal gravity value computed on the
 CQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0045.degrees latitude (g = 980.6199 gals.).
 CQ0045
 CQ0045.The modeled gravity was interpolated from observed gravity values.
 CQ0045
 CQ0045;                    North         East    Units  Estimated Accuracy
 CQ0045;SPC LA N     -   223,770.    1,031,010.      MT  (+/- 180 meters Scaled)
 CQ0045
 CQ0045                          SUPERSEDED SURVEY CONTROL
 CQ0045
 CQ0045  NGVD 29 (??/??/??)   37.761  (m)          123.89   (f) ADJUSTED    1 1
 CQ0045
 CQ0045.Superseded values are not recommended for survey control.
 CQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0045.See file dsdata.txt to determine how the superseded data were derived.
 CQ0045
 CQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR779981(NAD 83)
 CQ0045_MARKER: R = RIVET
 CQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0045+STABILITY: SURFACE MOTION
 CQ0045
 CQ0045  HISTORY     - Date     Condition        Report By
 CQ0045  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0045  HISTORY     - 1969     GOOD             CGS
 CQ0045  HISTORY     - 1980     GOOD             LADTD
 CQ0045
 CQ0045                          STATION DESCRIPTION
 CQ0045
 CQ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0045'4.4 MI NW FROM MONROE.
 CQ0045'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0045'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0045'THENCE 3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 80, 37 FEET NORTH OF THE
 CQ0045'CENTER LINE OF THE HIGHWAY, 53 1/2 FEET SOUTHEAST OF THE EAST CORNER
 CQ0045'OF THE SHADY OAKS MOTEL OFFICE BUILDING, 19 FEET EAST OF A POWER POLE
 CQ0045'WHICH BEARS A STREET LIGHT, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 CQ0045'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ0045'WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND. SEC 28, T
 CQ0045'18N, R 3E.
 CQ0045
 CQ0045                          STATION RECOVERY (1980)
 CQ0045
 CQ0045'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0045'TO REACH THE STATION IN WEST MONROE FROM THE INTERSECTION OF HWY 80
 CQ0045'AND THOMAS ROAD , GO .6 OF A MILE WEST ALONG HWY 80 STATION IS
 CQ0045'LOCATED ON NORTH SIDE OF HWY 36.52 ' FROM CENTERLINE, 18.20' EAST OF
 CQ0045'A P.P., AND 32.27' WEST OF A R/W MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0049 ***********************************************************************
 CQ0049  DESIGNATION -  A 678 LAGS
 CQ0049  PID         -  CQ0049
 CQ0049  STATE/COUNTY-  LA/OUACHITA
 CQ0049  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0049
 CQ0049                         *CURRENT SURVEY CONTROL
 CQ0049  ___________________________________________________________________
 CQ0049* NAD 83(1986)-  32 30 58.     (N)    092 11 57.     (W)     SCALED    
 CQ0049* NAVD 88     -        39.199  (meters)     128.61   (feet)  ADJUSTED  
 CQ0049  ___________________________________________________________________
 CQ0049  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0049  DYNAMIC HT  -          39.155 (meters)     128.46  (feet)  COMP
 CQ0049  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CQ0049
 CQ0049  VERT ORDER  -  FIRST     CLASS I
 CQ0049
 CQ0049.The horizontal coordinates were scaled from a topographic map and have
 CQ0049.an estimated accuracy of +/- 6 seconds.
 CQ0049
 CQ0049.The orthometric height was determined by differential leveling
 CQ0049.and adjusted by the National Geodetic Survey in June 1991..
 CQ0049
 CQ0049.The geoid height was determined by GEOID03.
 CQ0049
 CQ0049.The dynamic height is computed by dividing the NAVD 88
 CQ0049.geopotential number by the normal gravity value computed on the
 CQ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0049.degrees latitude (g = 980.6199 gals.).
 CQ0049
 CQ0049.The modeled gravity was interpolated from observed gravity values.
 CQ0049
 CQ0049;                    North         East    Units  Estimated Accuracy
 CQ0049;SPC LA N     -   223,580.    1,028,270.      MT  (+/- 180 meters Scaled)
 CQ0049
 CQ0049                          SUPERSEDED SURVEY CONTROL
 CQ0049
 CQ0049  NGVD 29 (??/??/??)   39.249  (m)          128.77   (f) ADJUSTED    1 1
 CQ0049
 CQ0049.Superseded values are not recommended for survey control.
 CQ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0049.See file dsdata.txt to determine how the superseded data were derived.
 CQ0049
 CQ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR752979(NAD 83)
 CQ0049_MARKER: R = RIVET
 CQ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0049+STABILITY: SURFACE MOTION
 CQ0049
 CQ0049  HISTORY     - Date     Condition        Report By
 CQ0049  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0049  HISTORY     - 1969     GOOD             CGS
 CQ0049  HISTORY     - 1991     GOOD             USPSQD
 CQ0049
 CQ0049                          STATION DESCRIPTION
 CQ0049
 CQ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0049'6.4 MI W FROM MONROE.
 CQ0049'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0049'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0049'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAY 80, 0.5 MILE WEST OF THE
 CQ0049'CLAIRBORNE METHODIST CHURCH, 182 FEET EAST OF THE SOUTHEAST CORNER OF
 CQ0049'A BRICK CHURCH BUILDING, 70 FEET NORTH OF THE CENTER LINE OF THE
 CQ0049'HIGHWAY, 100 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 90 FEET
 CQ0049'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 200 FEET NORTHEAST AND
 CQ0049'ACROSS THE HIGHWAY FROM A BRICK BUILDING WHICH BEARS THE SIGN CASA
 CQ0049'LINDA ON THE EAST SIDE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 CQ0049'3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CQ0049'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 CQ0049'SEC 30, T 18N, R 3E.
 CQ0049
 CQ0049                          STATION RECOVERY (1991)
 CQ0049
 CQ0049'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1946 ***********************************************************************
 BX1946  DESIGNATION -  A 68
 BX1946  PID         -  BX1946
 BX1946  STATE/COUNTY-  LA/VERNON
 BX1946  USGS QUAD   -  SLAGLE (1974)
 BX1946
 BX1946                         *CURRENT SURVEY CONTROL
 BX1946  ___________________________________________________________________
 BX1946* NAD 83(1986)-  31 08 21.     (N)    093 13 23.     (W)     SCALED    
 BX1946* NAVD 88     -        78.22   (+/-2cm)     256.6    (feet)  VERTCON   
 BX1946  ___________________________________________________________________
 BX1946  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX1946
 BX1946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1946
 BX1946.The horizontal coordinates were scaled from a topographic map and have
 BX1946.an estimated accuracy of +/- 6 seconds.
 BX1946
 BX1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1946.The vertical order pertains to the NGVD 29 superseded value.
 BX1946
 BX1946.The geoid height was determined by GEOID03.
 BX1946
 BX1946;                    North         East    Units  Estimated Accuracy
 BX1946;SPC LA N     -    71,100.      931,050.      MT  (+/- 180 meters Scaled)
 BX1946
 BX1946                          SUPERSEDED SURVEY CONTROL
 BX1946
 BX1946  NGVD 29 (??/??/??)   78.317  (m)          256.94   (f) ADJUSTED    2 0
 BX1946
 BX1946.Superseded values are not recommended for survey control.
 BX1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1946.See file dsdata.txt to determine how the superseded data were derived.
 BX1946
 BX1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ787450(NAD 83)
 BX1946_MARKER: DB = BENCH MARK DISK
 BX1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1946_STAMPING: A 68 1935
 BX1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1946+STABILITY: SURFACE MOTION
 BX1946
 BX1946  HISTORY     - Date     Condition        Report By
 BX1946  HISTORY     - 1935     MONUMENTED       CGS
 BX1946  HISTORY     - 1943     GOOD             CGS
 BX1946  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1946  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1946
 BX1946                          STATION DESCRIPTION
 BX1946
 BX1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1946'2.5 MI E FROM LEESVILLE.
 BX1946'2.5 MILES EAST ALONG STATE HIGHWAY 21 FROM THE PARISH COURTHOUSE AT
 BX1946'LEESVILLE, VERNON PARISH, 45 FEET NORTHEAST OF THE NORTHEAST CORNER
 BX1946'POST OF A FARMHOUSE LOT, 36 FEET SOUTH OF THE CENTERLINE OF THE
 BX1946'HIGHWAY, AND 15 FEET WEST OF A 20-INCH GUM TREE.  A STANDARD DISK,
 BX1946'STAMPED A 68 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX1946
 BX1946                          STATION RECOVERY (1994)
 BX1946
 BX1946'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1946'MARK NOT FOUND.
 BX1946
 BX1946                          STATION RECOVERY (2001)
 BX1946
 BX1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0054 ***********************************************************************
 CQ0054  DESIGNATION -  A 683 LAGS
 CQ0054  PID         -  CQ0054
 CQ0054  STATE/COUNTY-  LA/OUACHITA
 CQ0054  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0054
 CQ0054                         *CURRENT SURVEY CONTROL
 CQ0054  ___________________________________________________________________
 CQ0054* NAD 83(1986)-  32 30 59.     (N)    092 13 57.     (W)     SCALED    
 CQ0054* NAVD 88     -        48.322  (meters)     158.54   (feet)  ADJUSTED  
 CQ0054  ___________________________________________________________________
 CQ0054  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0054  DYNAMIC HT  -          48.268 (meters)     158.36  (feet)  COMP
 CQ0054  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 CQ0054
 CQ0054  VERT ORDER  -  FIRST     CLASS I
 CQ0054
 CQ0054.The horizontal coordinates were scaled from a topographic map and have
 CQ0054.an estimated accuracy of +/- 6 seconds.
 CQ0054
 CQ0054.The orthometric height was determined by differential leveling
 CQ0054.and adjusted by the National Geodetic Survey in June 1991..
 CQ0054
 CQ0054.The geoid height was determined by GEOID03.
 CQ0054
 CQ0054.The dynamic height is computed by dividing the NAVD 88
 CQ0054.geopotential number by the normal gravity value computed on the
 CQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0054.degrees latitude (g = 980.6199 gals.).
 CQ0054
 CQ0054.The modeled gravity was interpolated from observed gravity values.
 CQ0054
 CQ0054;                    North         East    Units  Estimated Accuracy
 CQ0054;SPC LA N     -   223,600.    1,025,130.      MT  (+/- 180 meters Scaled)
 CQ0054
 CQ0054                          SUPERSEDED SURVEY CONTROL
 CQ0054
 CQ0054  NGVD 29 (??/??/??)   48.374  (m)          158.71   (f) ADJUSTED    1 1
 CQ0054
 CQ0054.Superseded values are not recommended for survey control.
 CQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0054.See file dsdata.txt to determine how the superseded data were derived.
 CQ0054
 CQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR720979(NAD 83)
 CQ0054_MARKER: R = RIVET
 CQ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0054+STABILITY: SURFACE MOTION
 CQ0054
 CQ0054  HISTORY     - Date     Condition        Report By
 CQ0054  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0054  HISTORY     - 1969     GOOD             CGS
 CQ0054
 CQ0054                          STATION DESCRIPTION
 CQ0054
 CQ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0054'7.95 MI E FROM CALHOUN.
 CQ0054'ABOUT 7.95 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0054'CALHOUN, OR ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD
 CQ0054'FROM THE STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT
 CQ0054'STREET, THENCE 7.35 MILES WEST ALONG U.S. HIGHWAY 80, 0.2 MILE WEST OF
 CQ0054'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 15, 82 FEET SOUTH OF THE
 CQ0054'CENTER LINE OF THE HIGHWAY, 39 1/2 FEET NORTHEAST OF THE SOUTHEAST
 CQ0054'CORNER OF A FRAME HOUSE, 18 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CQ0054'THE HOUSE, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 CQ0054'TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE
 CQ0054'GROUND.  SEC 26, T 18N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0057 ***********************************************************************
 CQ0057  DESIGNATION -  A 687 LAGS
 CQ0057  PID         -  CQ0057
 CQ0057  STATE/COUNTY-  LA/OUACHITA
 CQ0057  USGS QUAD   -  CALHOUN (1994)
 CQ0057
 CQ0057                         *CURRENT SURVEY CONTROL
 CQ0057  ___________________________________________________________________
 CQ0057* NAD 83(1986)-  32 31 18.     (N)    092 15 36.     (W)     SCALED    
 CQ0057* NAVD 88     -        44.04   (+/-2cm)     144.5    (feet)  VERTCON   
 CQ0057  ___________________________________________________________________
 CQ0057  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0057
 CQ0057  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0057
 CQ0057.The horizontal coordinates were scaled from a topographic map and have
 CQ0057.an estimated accuracy of +/- 6 seconds.
 CQ0057
 CQ0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0057.The vertical order pertains to the NGVD 29 superseded value.
 CQ0057
 CQ0057.The geoid height was determined by GEOID03.
 CQ0057
 CQ0057;                    North         East    Units  Estimated Accuracy
 CQ0057;SPC LA N     -   224,180.    1,022,550.      MT  (+/- 180 meters Scaled)
 CQ0057
 CQ0057                          SUPERSEDED SURVEY CONTROL
 CQ0057
 CQ0057  NGVD 29 (??/??/??)   44.093  (m)          144.66   (f) ADJUSTED    1 2
 CQ0057
 CQ0057.Superseded values are not recommended for survey control.
 CQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0057.See file dsdata.txt to determine how the superseded data were derived.
 CQ0057
 CQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR694985(NAD 83)
 CQ0057_MARKER: R = RIVET
 CQ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0057+STABILITY: SURFACE MOTION
 CQ0057
 CQ0057  HISTORY     - Date     Condition        Report By
 CQ0057  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0057  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0057
 CQ0057                          STATION DESCRIPTION
 CQ0057
 CQ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0057'8.3 MI W FROM MONROE.
 CQ0057'8.3 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE NEW HIGHWAY BRIDGE OVER
 CQ0057'OUACHITA RIVER AT MONROE, OUACHITA PARISH, ABOUT 227 FEET NORTHEAST OF
 CQ0057'THE NORTHEAST CORNER OF THE CLAUD FROST RESIDENCE, 39 FEET SOUTH OF
 CQ0057'THE CENTER OF THE CENTER LINE OF THE HIGHWAY, AND 7.5 FEET EAST OF A
 CQ0057'16-INCH PINE TREE.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CQ0057'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0048 ***********************************************************************
 BK0048  DESIGNATION -  A 69
 BK0048  PID         -  BK0048
 BK0048  STATE/COUNTY-  LA/AVOYELLES
 BK0048  USGS QUAD   -  BUNKIE (1992)
 BK0048
 BK0048                         *CURRENT SURVEY CONTROL
 BK0048  ___________________________________________________________________
 BK0048* NAD 83(1986)-  30 53 32.     (N)    092 08 01.     (W)     SCALED    
 BK0048* NAVD 88     -        15.08   (+/-2cm)      49.5    (feet)  VERTCON   
 BK0048  ___________________________________________________________________
 BK0048  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK0048
 BK0048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0048
 BK0048.The horizontal coordinates were scaled from a topographic map and have
 BK0048.an estimated accuracy of +/- 6 seconds.
 BK0048
 BK0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0048.The vertical order pertains to the NGVD 29 superseded value.
 BK0048
 BK0048.The geoid height was determined by GEOID03.
 BK0048
 BK0048;                    North         East    Units  Estimated Accuracy
 BK0048;SPC LA N     -    43,550.    1,035,030.      MT  (+/- 180 meters Scaled)
 BK0048
 BK0048                          SUPERSEDED SURVEY CONTROL
 BK0048
 BK0048  NGVD 29 (??/??/??)   15.056  (m)           49.40   (f) ADJUSTED    2 0
 BK0048
 BK0048.Superseded values are not recommended for survey control.
 BK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0048.See file dsdata.txt to determine how the superseded data were derived.
 BK0048
 BK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ828179(NAD 83)
 BK0048_MARKER: DB = BENCH MARK DISK
 BK0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK0048_SP_SET: FOUNDATION
 BK0048_STAMPING: A 69 1935
 BK0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0048
 BK0048  HISTORY     - Date     Condition        Report By
 BK0048  HISTORY     - 1935     MONUMENTED       CGS
 BK0048  HISTORY     - 1960     GOOD             CGS
 BK0048  HISTORY     - 1975     GOOD             LADTD
 BK0048
 BK0048                          STATION DESCRIPTION
 BK0048
 BK0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BK0048'5.3 MI SE FROM BUNKIE.
 BK0048'LOCATED 5.3 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BK0048'THE STATION AT BUNKIE, 5 POLES SOUTH OF MILESPOST 158, 81 FEET SOUTH
 BK0048'OF THE SOUTH END OF RAILROAD BRIDGE NO. 157.9, 9 FEET WEST OF THE WEST
 BK0048'RAIL, 59 FEET SOUTHEAST OF THE 5TH POLE SOUTH OF MILEPOST 158, AND 61
 BK0048'FEET SOUTH-SOUTHWEST OF TELEGRAPH POLE 3317.  IT IS A STANDARD DISK,
 BK0048'STAMPED A 69 1935, SET IN THE SOUTHWEST CORNER OF THE CONCRETE
 BK0048'FOUNDATION OF THE WEST ONE OF TWO SIGNALS NO. 1579.
 BK0048
 BK0048                          STATION RECOVERY (1975)
 BK0048
 BK0048'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK0048'ABOUT 5.3 MILES NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE
 BK0048'HIGHWAY 107 AT MORROW, 81 FT SOUTH OF THE SOUTH END OF RAILROAD BRIDGE
 BK0048'NO 157.9, 9 FT EAST OF THE EAST RAIL OF THE TEXAS AND PACIFIC
 BK0048'RAILROAD TRACK, 59 FT SOUTH OF THE FIFTH POLE SOUTH OF MILE POST NO
 BK0048'158, A 69 1935 IS LOCATED IN THE SW CORNER OF A CONCRETE FOUNDATION
 BK0048'OF THE EAST ONE OF TWO SIGNALS NO 1579.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1882 ***********************************************************************
 BJ1882  DESIGNATION -  A 75
 BJ1882  PID         -  BJ1882
 BJ1882  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1882  USGS QUAD   -  JACKSON (1994)
 BJ1882
 BJ1882                         *CURRENT SURVEY CONTROL
 BJ1882  ___________________________________________________________________
 BJ1882* NAD 83(1986)-  30 47 25.     (N)    091 07 51.     (W)     SCALED    
 BJ1882* NAVD 88     -        51.36   (+/-2cm)     168.5    (feet)  VERTCON   
 BJ1882  ___________________________________________________________________
 BJ1882  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1882
 BJ1882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1882
 BJ1882.The horizontal coordinates were scaled from a topographic map and have
 BJ1882.an estimated accuracy of +/- 6 seconds.
 BJ1882
 BJ1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1882.The vertical order pertains to the NGVD 29 superseded value.
 BJ1882
 BJ1882.The geoid height was determined by GEOID03.
 BJ1882
 BJ1882;                    North         East    Units  Estimated Accuracy
 BJ1882;SPC LA S     -   253,890.    1,019,380.      MT  (+/- 180 meters Scaled)
 BJ1882
 BJ1882                          SUPERSEDED SURVEY CONTROL
 BJ1882
 BJ1882  NGVD 29 (??/??/??)   51.318  (m)          168.37   (f) ADJUSTED    2 0
 BJ1882
 BJ1882.Superseded values are not recommended for survey control.
 BJ1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1882.See file dsdata.txt to determine how the superseded data were derived.
 BJ1882
 BJ1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ788078(NAD 83)
 BJ1882_MARKER: DB = BENCH MARK DISK
 BJ1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1882_STAMPING: A 75 1935
 BJ1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1882+STABILITY: SURFACE MOTION
 BJ1882
 BJ1882  HISTORY     - Date     Condition        Report By
 BJ1882  HISTORY     - 1935     MONUMENTED       CGS
 BJ1882  HISTORY     - 1954     MARK NOT FOUND   CGS
 BJ1882  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ1882
 BJ1882                          STATION DESCRIPTION
 BJ1882
 BJ1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1882'IN ETHEL.
 BJ1882'AT ETHEL, EAST FELICIANA PARISH, 126 FEET NORTH OF THE NORTHEAST
 BJ1882'CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION, 33 FEET EAST OF THE
 BJ1882'CENTERLINE OF THE TRACK, 87 FEET WEST OF THE CENTERLINE OF STATE
 BJ1882'HIGHWAY 91.  A STANDARD DISK, STAMPED A 75 1935 AND SET IN THE TOP OF
 BJ1882'A CONCRETE POST.  NOTE-- THE AREA HAS BEEN FILLED IN SO THE MARK COULD
 BJ1882'WELL BE BURIED BENEATH THE GROUND.
 BJ1882
 BJ1882                          STATION RECOVERY (1965)
 BJ1882
 BJ1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ1882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1891 ***********************************************************************
 BJ1891  DESIGNATION -  A 76
 BJ1891  PID         -  BJ1891
 BJ1891  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1891  USGS QUAD   -  WILSON (1985)
 BJ1891
 BJ1891                         *CURRENT SURVEY CONTROL
 BJ1891  ___________________________________________________________________
 BJ1891* NAD 83(1986)-  30 59 49.     (N)    091 06 31.     (W)     SCALED    
 BJ1891* NAVD 88     -        87.11   (+/-2cm)     285.8    (feet)  VERTCON   
 BJ1891  ___________________________________________________________________
 BJ1891  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ1891
 BJ1891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1891
 BJ1891.The horizontal coordinates were scaled from a topographic map and have
 BJ1891.an estimated accuracy of +/- 6 seconds.
 BJ1891
 BJ1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1891.The vertical order pertains to the NGVD 29 superseded value.
 BJ1891
 BJ1891.The geoid height was determined by GEOID03.
 BJ1891
 BJ1891;                    North         East    Units  Estimated Accuracy
 BJ1891;SPC LA S     -   276,810.    1,021,460.      MT  (+/- 180 meters Scaled)
 BJ1891
 BJ1891                          SUPERSEDED SURVEY CONTROL
 BJ1891
 BJ1891  NGVD 29 (??/??/??)   87.064  (m)          285.64   (f) ADJUSTED    2 0
 BJ1891
 BJ1891.Superseded values are not recommended for survey control.
 BJ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1891.See file dsdata.txt to determine how the superseded data were derived.
 BJ1891
 BJ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ805307(NAD 83)
 BJ1891_MARKER: DB = BENCH MARK DISK
 BJ1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1891_STAMPING: A 76 1935
 BJ1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1891+STABILITY: SURFACE MOTION
 BJ1891
 BJ1891  HISTORY     - Date     Condition        Report By
 BJ1891  HISTORY     - 1935     MONUMENTED       CGS
 BJ1891  HISTORY     - 1954     GOOD             CGS
 BJ1891
 BJ1891                          STATION DESCRIPTION
 BJ1891
 BJ1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1891'2.4 MI N FROM NORWOOD.
 BJ1891'2.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 BJ1891'IN NORWOOD, 860 FEET SOUTH OF THE MISSISSIPPI-LOUISIANA STATE LINE, IN
 BJ1891'LINE WITH A ROW OF POLES, 24 FEET EAST OF A FENCE LINE, 16 FEET SOUTH
 BJ1891'OF POLE NO. 12878, 27 FEET WEST OF THE WEST RAIL, 32 FEET SOUTH OF THE
 BJ1891'CENTERLINE OF A DIM ROAD, 38 FEET SOUTHWEST OF THE CENTERLINE OF A
 BJ1891'ROAD CROSSING AND 17 POLES NORTH OF MILEPOST M 328.  A STANDARD DISK,
 BJ1891'STAMPED A 76 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BJ1891'INCHES AND 1 FOOT BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2026 ***********************************************************************
 BK2026  DESIGNATION -  A 840 AZ MK
 BK2026  PID         -  BK2026
 BK2026  STATE/COUNTY-  LA/ST LANDRY
 BK2026  USGS QUAD   -  MORROW (1972)
 BK2026
 BK2026                         *CURRENT SURVEY CONTROL
 BK2026  ___________________________________________________________________
 BK2026* NAD 83(1986)-  30 50 38.     (N)    092 05 48.     (W)     SCALED    
 BK2026* NAVD 88     -        13.37   (+/-2cm)      43.9    (feet)  VERTCON   
 BK2026  ___________________________________________________________________
 BK2026  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK2026
 BK2026  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2026
 BK2026.The horizontal coordinates were scaled from a topographic map and have
 BK2026.an estimated accuracy of +/- 6 seconds.
 BK2026
 BK2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2026.The vertical order pertains to the NGVD 29 superseded value.
 BK2026
 BK2026.The geoid height was determined by GEOID03.
 BK2026
 BK2026;                    North         East    Units  Estimated Accuracy
 BK2026;SPC LA S     -   260,060.      926,980.      MT  (+/- 180 meters Scaled)
 BK2026
 BK2026                          SUPERSEDED SURVEY CONTROL
 BK2026
 BK2026  NGVD 29 (??/??/??)   13.353  (m)           43.81   (f) ADJUSTED    2 2
 BK2026
 BK2026.Superseded values are not recommended for survey control.
 BK2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2026.See file dsdata.txt to determine how the superseded data were derived.
 BK2026
 BK2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ863126(NAD 83)
 BK2026_MARKER: DZ = AZIMUTH MARK DISK
 BK2026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK2026_SP_SET: STRUCTURE HEADWALL
 BK2026_STAMPING: A 840 LGS 1941 1960
 BK2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2026
 BK2026  HISTORY     - Date     Condition        Report By
 BK2026  HISTORY     - 1969     MONUMENTED       CGS
 BK2026  HISTORY     - 1975     GOOD             LADTD
 BK2026
 BK2026                          STATION DESCRIPTION
 BK2026
 BK2026'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2026'1.2 MI NW FROM MORROW.
 BK2026'ABOUT 1.2 MI NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE HIGHWAY
 BK2026'107 AT MORROW, 21 FT SW OF THE CENTERLINE OF US HIGHWAY 71,
 BK2026'24 FT NE OF A MESH AND BARBED WIRE FENCE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2024 ***********************************************************************
 BK2024  DESIGNATION -  A 840 RESET
 BK2024  PID         -  BK2024
 BK2024  STATE/COUNTY-  LA/ST LANDRY
 BK2024  USGS QUAD   -  MORROW (1972)
 BK2024
 BK2024                         *CURRENT SURVEY CONTROL
 BK2024  ___________________________________________________________________
 BK2024* NAD 83(1992)-  30 50 16.36364(N)    092 05 28.77115(W)     ADJUSTED  
 BK2024* NAVD 88     -        12.84   (+/-2cm)      42.1    (feet)  VERTCON   
 BK2024  ___________________________________________________________________
 BK2024  X           -    -200,022.712 (meters)                     COMP
 BK2024  Y           -  -5,477,563.495 (meters)                     COMP
 BK2024  Z           -   3,250,466.308 (meters)                     COMP
 BK2024  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2024  ELLIP HEIGHT-         -14.34  (meters)          (06/26/02) GPS OBS
 BK2024  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2024
 BK2024  HORZ ORDER  -  FIRST
 BK2024  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2024  ELLP ORDER  -  FOURTH    CLASS II
 BK2024
 BK2024.The horizontal coordinates were established by classical geodetic methods
 BK2024.and adjusted by the National Geodetic Survey in January 1993..
 BK2024
 BK2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2024.The vertical order pertains to the NGVD 29 superseded value.
 BK2024
 BK2024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2024
 BK2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2024
 BK2024.The ellipsoidal height was determined by GPS observations
 BK2024.and is referenced to NAD 83.
 BK2024
 BK2024.The geoid height was determined by GEOID03.
 BK2024
 BK2024;                    North         East     Units Scale Factor Converg.
 BK2024;SPC LA S     -   259,389.508   927,484.545   MT  1.00003223   -0 22 44.4
 BK2024;SPC LA S     -   851,013.74  3,042,922.21   sFT  1.00003223   -0 22 44.4
 BK2024;SPC LA N     -    37,537.922 1,039,099.505   MT  1.00009079   +0 12 57.8
 BK2024;SPC LA N     -   123,155.67  3,409,112.29   sFT  1.00009079   +0 12 57.8
 BK2024;UTM  15      - 3,411,988.293   586,895.745   MT  0.99969314   +0 27 57.0
 BK2024
 BK2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2024!SPC LA S     -   1.00000225  x   1.00003223  =   1.00003448
 BK2024!SPC LA N     -   1.00000225  x   1.00009079  =   1.00009304
 BK2024!UTM  15      -   1.00000225  x   0.99969314  =   0.99969539
 BK2024
 BK2024:                Primary Azimuth Mark                     Grid Az
 BK2024:SPC LA S     -  COTTONPORT MUNICIPAL TANK                013 33 49.5
 BK2024:SPC LA N     -  COTTONPORT MUNICIPAL TANK                012 58 07.3
 BK2024:UTM  15      -  COTTONPORT MUNICIPAL TANK                012 43 08.1
 BK2024
 BK2024|---------------------------------------------------------------------|
 BK2024| PID    Reference Object                     Distance      Geod. Az  |
 BK2024|                                                           dddmmss.s |
 BK2024| BK2607 COTTONPORT MUNICIPAL TANK           APPROX.16.7 KM 0131105.1 |
 BK2024| BK0051 D 69                                               1451651.7 |
 BK2024| CV9563 A 840 RM 1                           44.931 METERS 18602     |
 BK2024| BK2617 WHITEVILLE UN GAS RAD KDQ MAST      APPROX. 7.6 KM 2115528.5 |
 BK2024| BK2622 ST LANDRY D HASS TANK               APPROX.10.4 KM 2643220.4 |
 BK2024| BK2674 ST LANDRY CENLA MW KKC 693          APPROX.16.1 KM 2722122.6 |
 BK2024| BK2025 A 840 RM 2                           45.272 METERS 28550     |
 BK2024| CV9562 A 840 AZ MK 2                                      3242342.9 |
 BK2024| BK2623 BUNKIE LA ICE AND ELEC CO TANK      APPROX.15.2 KM 3253922.7 |
 BK2024| BK0050 C 69                                               3254320.1 |
 BK2024|---------------------------------------------------------------------|
 BK2024
 BK2024                          SUPERSEDED SURVEY CONTROL
 BK2024
 BK2024  ELLIP H (01/21/93)  -14.23   (m)                       GP(       ) 4 2
 BK2024  NAD 83(1986)-  30 50 16.38380(N)    092 05 28.76682(W) AD(       ) 1
 BK2024  NAD 27      -  30 50 15.68170(N)    092 05 28.32857(W) AD(       ) 3
 BK2024  NGVD 29 (??/??/??)   12.821  (m)           42.06   (f) ADJUSTED    2 2
 BK2024
 BK2024.Superseded values are not recommended for survey control.
 BK2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2024.See file dsdata.txt to determine how the superseded data were derived.
 BK2024
 BK2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8689611988(NAD 83)
 BK2024_MARKER: DS = TRIANGULATION STATION DISK
 BK2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2024_SP_SET: SQUARE CONCRETE MONUMENT
 BK2024_STAMPING: A840 LGS 1941 1960
 BK2024_MARK LOGO: CGS   
 BK2024_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2024+STABILITY: SURFACE MOTION
 BK2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2024+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1989
 BK2024
 BK2024  HISTORY     - Date     Condition        Report By
 BK2024  HISTORY     - 1960     MONUMENTED       CGS
 BK2024  HISTORY     - 1941     GOOD             CGS
 BK2024  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BK2024  HISTORY     - 1969     GOOD             CGS
 BK2024  HISTORY     - 1975     GOOD             LADTD
 BK2024  HISTORY     - 1987     GOOD             LAGS
 BK2024  HISTORY     - 19881116 GOOD             LADTD
 BK2024  HISTORY     - 19890308 GOOD
 BK2024
 BK2024                          STATION DESCRIPTION
 BK2024
 BK2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2024'STATION IS IN THE W SIDE OF SECTION 33, T. 2 S., R. 4 E.,
 BK2024'ABOUT 0.65 MILE NW OF MORROW RAILROAD DEPOT, NEAR THE RIGHT-OF-WAY
 BK2024'LINE BETWEEN THE TEXAS AND PACIFIC RAILROAD AND U.S. HIGHWAY
 BK2024'71.  55 FEET W OF THE CENTER LINE OF THE RAILROAD TRACKS.
 BK2024'47 FEET E OF THE CENTER LINE OF THE HIGHWAY.  24 FEET W
 BK2024'OF A TELEGRAPH POLE, AND 5 FEET N OF A REFERENCE POST.
 BK2024'
 BK2024'STATION IS A COAST AND GEODETIC AND STATE SURVEY DISK SET
 BK2024'IN AN 8-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 BK2024'SURFACE OF THE GROUND.  IT IS STAMPED A-840.
 BK2024'
 BK2024'REFERENCE MARKS ARE STANDARD BRONZE DISK SET IN CONCRETE.
 BK2024'
 BK2024'REFERENCE MARK NO. 1 IS 49 FEET W OF THE CENTER LINE OF THE
 BK2024'HIGHWAY AND 1 FOOT E OF FENCE LINE.  IT IS STAMPED A-840
 BK2024'NO. 1 1941, AND PROJECTS 8 INCHES.
 BK2024'
 BK2024'REFERENCE MARK NO. 2 IS 49 FEET W OF THE CENTER LINE OF THE
 BK2024'HIGHWAY AND 1 FOOT E OF FENCE LINE.  IT IS STAMPED A-840
 BK2024'NO. 2 1941, AND PROJECTS 4 INCHES.
 BK2024'
 BK2024'C-69 IS USED FOR THE AZIMUTH MARK AND IS ABOUT 0.7 MILE
 BK2024'NNW OF THE STATION, 52 FEET W OF THE CENTER LINE OF THE
 BK2024'RAILROAD TRACKS, 48 FEET E OF THE CENTER LINE OF U.S. HIGHWAY
 BK2024'71.  49 FEET S OF A CROSS ROAD, 14 FEET W OF TELEGRAPH POLE
 BK2024'NO. 154 AND 2 FEET S OF REFERENCE POST.  IT IS A STANDARD
 BK2024'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN A 6-INCH
 BK2024'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS STAMPED
 BK2024'C-69 1935.
 BK2024'
 BK2024'A DIRECTION WAS TAKEN TO A-839 (LOUISIANA GEODETIC SURVEY)
 BK2024'WHICH IS ABOUT 0.55 MILE SE OF THE STATION, 0.1 MILE N OF
 BK2024'THE TOWN OF MORROW, 240 FEET N OF THE NE CORNER OF RAILROAD
 BK2024'DEPOT, 63 FEET N OF NW CORNER OF RAILROAD SIGNAL BASE, 26
 BK2024'FEET N OF THE CENTER LINE OF E-W GRAVEL ROAD AND 17 FEET
 BK2024'NE OF THE CENTER LINE OF RAILROAD TRACKS.  IT IS A COAST
 BK2024'AND GEODETIC AND STATE SURVEY DISK SET IN A 6-INCH SQUARE
 BK2024'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 BK2024'IT IS STAMPED A-839.
 BK2024'
 BK2024'A DIRECTION WAS ALSO TAKEN TO A-841 (LOUISIANA GEODETIC
 BK2024'SURVEY) WHICH IS ABOUT 1.3 MILES NW OF THE STATION, 18 FEET
 BK2024'SW OF THE 6TH TELEGRAPH POLE SE OF A SMALL CONCRETE BRIDGE
 BK2024'ON HIGHWAY 71, 55 FEET SW OF THE CENTER LINE OF THE RAILROAD
 BK2024'TRACKS AND 44 FEET NE OF THE CENTER LINE OF THE HIGHWAY.
 BK2024'IT IS A COAST AND GEODETIC AND STATE SURVEY DISK SET IN A
 BK2024'6-INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 BK2024'IS STAMPED A-841.
 BK2024'
 BK2024'A 116-FOOT TOWER AT 865 (LOUISIANA GEODETIC SURVEY) IS VISIBLE
 BK2024'AT THE GROUND.
 BK2024'
 BK2024'A 116-FOOT TOWER AT 4508 (LOUISIANA GEODETIC SURVEY) IS
 BK2024'VISIBLE AT 45 FEET.
 BK2024'
 BK2024'A 103-FOOT TOWER AT GOUDEAU IS VISIBLE AT 45 FEET.
 BK2024'
 BK2024'A 126-FOOT TOWER AT NUGENT IS VISIBLE AT 45 FEET.
 BK2024'
 BK2024'A 116-FOOT TOWER AT LEBEAU IS VISIBLE AT 55 FEET.
 BK2024'
 BK2024'A 116-FOOT TOWER AT WHIPP IS VISIBLE AT 80 FEET.
 BK2024'
 BK2024'HEIGHT OF LIGHT ABOVE STATION MARK - 39 METERS.
 BK2024
 BK2024                          STATION RECOVERY (1960)
 BK2024
 BK2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2024'THE STATION WAS VISITED 2-11-60 AND REFERENCE MARKS NO. 1
 BK2024'AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE STATION SURFACE
 BK2024'MARK WAS FOUND DESTROYED AND BEING A LOUISIANA GEODETIC
 BK2024'SURVEY STATION NO UNDERGROUND MARK HAD BEEN ESTABLISHED.
 BK2024'THE STATION WAS REESTABLISHED BY DETERMINING THE ORIGINAL
 BK2024'POSITION OF THE STATION BY THE DISTANCES AND DIRECTIONS
 BK2024'FROM THE REFERENCE MARKS.  AN UNDERGROUND DISK WAS SET AND
 BK2024'A NEW SURFACE MARK ESTABLISHED.  B.M. C 69 USED AS THE AZIMUTH
 BK2024'MARK IN 1941 WAS FOUND DESTROYED WITH THE TOP OF THE MARK
 BK2024'BROKEN OFF.  A 841 (LA.GEOD.S.) WAS DESTROYED PRIOR TO THIS
 BK2024'DATE.  A 839 (LA.GEOD.S.) WAS FOUND DESTROYED WITH THE TOP
 BK2024'OF THE MARK BROKEN OFF.  A NEW DESCRIPTION FOLLOWS.
 BK2024'
 BK2024'THE STATION IS LOCATED 0.7 MILE NORTH ALONG U.S. HIGHWAY
 BK2024'71 FROM THE RAILROAD STATION IN MORROW, ON THE WEST SIDE
 BK2024'OF SEC. 33 T 2 S., R 4 E., BETWEEN U.S. HIGHWAY 71 AND THE
 BK2024'RAILROAD TRACKS, ON THE RIGHT-OF-WAY OF THE HIGHWAY.  IT
 BK2024'IS 51.3 FEET WEST OF THE WEST RAIL OF THE TRACK, 43.6 FEET
 BK2024'EAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF THE
 BK2024'7TH TELEGRAPH POLE SOUTH OF A CONCRETE CULVERT UNDER THE
 BK2024'HIGHWAY, 18 FEET WEST OF A FENCE LINE AND 1 FOOT SOUTH
 BK2024'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK2024'A 840 1941 1960, FLUSH WITH THE GROUND.
 BK2024'
 BK2024'REFERENCE MARK NO. 1 IS 147.39 FEET SOUTHWEST OF THE STATION,
 BK2024'49 FEET WEST OF THE CENTER OF THE HIGHWAY, 68.5 FEET SOUTH
 BK2024'OF A POWER POLE, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT
 BK2024'WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK2024'A 840 NO 1 1941, PROJECTING 3 INCHES.
 BK2024'
 BK2024'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 49
 BK2024'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET NORTH
 BK2024'OF THE NORTH ONE OF TWO LARGE BRACE POSTS IN A FENCE LINE,
 BK2024'1 FOOT WEST OF A METAL WITNESS POST AND IN A NORTH-SOUTH
 BK2024'RIGHT-OF-WAY FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 BK2024'A 840 NO 2 1941, PROJECTING 4 INCHES.
 BK2024'
 BK2024'TO REACH THE STATION FROM THE RAILROAD STATION IN MORROW
 BK2024'GO NORTH ALONG THE WEST SIDE OF THE TRACKS ON U.S. HIGHWAY
 BK2024'71 FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 BK2024
 BK2024                          STATION RECOVERY (1969)
 BK2024
 BK2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2024'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF FENCE ON
 BK2024'LINE.
 BK2024'
 BK2024'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BK2024'FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED
 BK2024'AT THIS TIME AND BENCH MARK D 69 1935 WAS RECOVERED AND FOUND
 BK2024'TO BE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS CHECKED
 BK2024'FAVORABLE.  A NEW DESCRIPTION FOLLOWS.
 BK2024'
 BK2024'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF EVERGREEN AND 10
 BK2024'MILES SOUTH-SOUTHEAST OF BUNKIE ON U.S. HIGHWAY 71 RIGHT-OF-WAY.
 BK2024'
 BK2024'TO REACH THE STATION FROM JUNCTION U.S. HIGHWAY 71 AND STATE
 BK2024'HIGHWAY 107 IN MORROW, GO NORTHWEST ON U.S. HIGHWAY 71 FOR 0.6
 BK2024'MILE TO THE STATION ON THE RIGHT.  CONTINUE AHEAD NORTHWEST ON
 BK2024'U.S. HIGHWAY 71 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BK2024'
 BK2024'THE STATION MARK IS A STANDARD DISK, STAMPED A 840 LGS 1941
 BK2024'1960, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BK2024'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 51.1 FEET
 BK2024'SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACKS, 44 FEET
 BK2024'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 71.  15.5 FEET SOUTHWEST
 BK2024'OF A POWERLINE POLE AND 1 FOOT EAST-SOUTHEAST OF A METAL
 BK2024'WITNESS POST WITH A SIGN ATTACHED.
 BK2024'
 BK2024'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED A 840 LGS NO 1
 BK2024'1941, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BK2024'PROJECTS 4 INCHES.  IT IS 69 FEET SOUTHEAST OF A POWERLINE
 BK2024'POLE, 52 FEET SOUTH WEST OF THE CENTER OF U.S. HIGHWAY 71 AND
 BK2024'0.5 FOOT NORTHEAST OF A FENCE LINE.
 BK2024'
 BK2024'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED A 840 LGS NO 2
 BK2024'1941, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BK2024'PROJECTS 1 INCH.  IT IS 157 FEET NORTHWEST OF A POWERLINE POLE,
 BK2024'51.5 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 71 AND 0.5
 BK2024'FOOT NORTHEAST OF A FENCE.
 BK2024'
 BK2024'BENCH MARK D 69 1935 IS A STANDARD DISK, STAMPED D 69 1935,
 BK2024'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 8
 BK2024'INCHES.  IT IS 72 FEET SOUTH OF STATE HIGHWAY 107, 67 FEET EAST
 BK2024'OF THE CENTER OF U.S. HIGHWAY 71, 27 FEET WEST OF THE WEST RAIL
 BK2024'OF RAILROAD TRACKS, 7 FEET NORTH OF A TELEGRAPH POLE AND 0.7
 BK2024'FOOT EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK2024'
 BK2024'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED A 840 LGS 1941
 BK2024'1969, CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT
 BK2024'HEADWALL.  IT IS 24 FEET NORTH-NORTHEAST OF A FENCE, 20.6 FEET
 BK2024'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 71 AND 1.8 FEET SOUTHEAST
 BK2024'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK2024'
 BK2024'HEIGHT OF LIGHT ABOVE STATION MARK 126.47 FEET.
 BK2024'
 BK2024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BK2024'0.6 MILE NORTHWEST OF MORROW.
 BK2024
 BK2024                          STATION RECOVERY (1975)
 BK2024
 BK2024'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2024'.60 MI NW FROM MORROW.
 BK2024'ABOUT .60 MI NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE HIGHWAY
 BK2024'107 AT MORROW, 44 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 51 FT SW
 BK2024'OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACK, 16 FT WEST
 BK2024'OF A TELEPHONE POLE, ABOUT 400 FT SE OF A WINDMILL LOCATED ON
 BK2024'TOOTHACHE RANCHE.
 BK2024
 BK2024                          STATION RECOVERY (1987)
 BK2024
 BK2024'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1987 (EDW)
 BK2024'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK2024'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR
 BK2024'GPS OBSERVATIONS.
 BK2024'
 BK2024'THE STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTH-SOUTHEAST OF
 BK2024'BUNKIE, 12 KM (7.5 MI) SOUTH OF EVERGREEN AND 1 KM (0.6 MI)
 BK2024'NORTHWEST OF MORROW.
 BK2024'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 BK2024'
 BK2024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY AND U.S.
 BK2024'HIGHWAY 71 IN MORROW, GO NORTH ON HIGHWAY 71 FOR 1 KM (0.6 MI) TO
 BK2024'STATION ON RIGHT, 0.2 KM (0.1 MI) NORTH OF MILE POST 26.
 BK2024'
 BK2024'THE STATION IS A STANDARD LGS DISK
 BK2024'STAMPED---A 840 LGS 1941 1960---,
 BK2024'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BK2024'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 BK2024'15.5 METERS (51.0 FT) SOUTHWEST FROM THE SOUTHWEST RAIL OF RAILROAD
 BK2024'TRACKS,
 BK2024'13.4 METERS (44.0 FT) NORTHEAST FROM THE CENTER OF HIGHWAY 71 AND
 BK2024'0.3 METER (1.0 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 BK2024'
 BK2024'DESCRIBED BY K.R. WALLACE, TYPED BY DEW.
 BK2024
 BK2024                          STATION RECOVERY (1988)
 BK2024
 BK2024'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BK2024'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) SOUTH OF EVERGREEN AND
 BK2024'16.1 KM (10.00 MI) SOUTH-SOUTHEAST OF BUNKIE.  OWNERSHIP--LOUISIANA
 BK2024'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK2024'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 71 AND STATE
 BK2024'HIGHWAY 107 IN MORROW GO NORTHWEST FOR 1 KM (0.60 MI) ON HIGHWAY 71 TO
 BK2024'THE STATION ON THE RIGHT.
 BK2024'THE STATION IS FLUSH WITH THE GROUND, 43.3 M (142.1 FT) NORTH FROM A
 BK2024'POWER POLE ACROSS THE HIGHWAY NEAR REFERENCE MARK 1, 15.5 M (50.9 FT)
 BK2024'SOUTHWEST FROM THE SOUTHWEST RAIL OF THE RAILROAD TRACKS, 13.4 M
 BK2024'(44.0 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY AND 0.3 M (1.0 FT)
 BK2024'SOUTHWEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK2024
 BK2024                          STATION RECOVERY (1989)
 BK2024
 BK2024'RECOVERED 1989
 BK2024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2023 ***********************************************************************
 BK2023  DESIGNATION -  A 840 RM 1
 BK2023  PID         -  BK2023
 BK2023  STATE/COUNTY-  LA/ST LANDRY
 BK2023  USGS QUAD   -  MORROW (1972)
 BK2023
 BK2023                         *CURRENT SURVEY CONTROL
 BK2023  ___________________________________________________________________
 BK2023* NAD 83(1986)-  30 50 15.     (N)    092 05 27.     (W)     SCALED    
 BK2023* NAVD 88     -        13.44   (+/-2cm)      44.1    (feet)  VERTCON   
 BK2023  ___________________________________________________________________
 BK2023  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2023
 BK2023  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2023
 BK2023.The horizontal coordinates were scaled from a topographic map and have
 BK2023.an estimated accuracy of +/- 6 seconds.
 BK2023
 BK2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2023.The vertical order pertains to the NGVD 29 superseded value.
 BK2023
 BK2023.The geoid height was determined by GEOID03.
 BK2023
 BK2023;                    North         East    Units  Estimated Accuracy
 BK2023;SPC LA S     -   259,350.      927,530.      MT  (+/- 180 meters Scaled)
 BK2023
 BK2023                          SUPERSEDED SURVEY CONTROL
 BK2023
 BK2023  NGVD 29 (??/??/??)   13.418  (m)           44.02   (f) ADJUSTED    2 2
 BK2023
 BK2023.Superseded values are not recommended for survey control.
 BK2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2023.See file dsdata.txt to determine how the superseded data were derived.
 BK2023
 BK2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ869119(NAD 83)
 BK2023_MARKER: DR = REFERENCE MARK DISK
 BK2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2023_SP_SET: CONCRETE POST
 BK2023_STAMPING: A 840 NO 1 1941
 BK2023_MARK LOGO: LAGS  
 BK2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2023+STABILITY: SURFACE MOTION
 BK2023
 BK2023  HISTORY     - Date     Condition        Report By
 BK2023  HISTORY     - 1941     MONUMENTED       LAGS
 BK2023  HISTORY     - 1975     GOOD             LADTD
 BK2023
 BK2023                          STATION DESCRIPTION
 BK2023
 BK2023'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2023'0.6 MI NW FROM MORROW.
 BK2023'ABOUT .60 MI NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE HIGHWAY
 BK2023'107 AT MORROW, 52 FT SW OF THE CENTERLINE OF US HIGHWAY 71, 6 FT SE OF
 BK2023'A NEW POWER POLE, 148 FT SOUTH OF A 840 TRIANGULATION STATION AND
 BK2023'NEXT TO A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2025 ***********************************************************************
 BK2025  DESIGNATION -  A 840 RM 2
 BK2025  PID         -  BK2025
 BK2025  STATE/COUNTY-  LA/ST LANDRY
 BK2025  USGS QUAD   -  MORROW (1972)
 BK2025
 BK2025                         *CURRENT SURVEY CONTROL
 BK2025  ___________________________________________________________________
 BK2025* NAD 83(1986)-  30 50 15.     (N)    092 05 22.     (W)     SCALED    
 BK2025* NAVD 88     -        13.49   (+/-2cm)      44.3    (feet)  VERTCON   
 BK2025  ___________________________________________________________________
 BK2025  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2025
 BK2025  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2025
 BK2025.The horizontal coordinates were scaled from a topographic map and have
 BK2025.an estimated accuracy of +/- 6 seconds.
 BK2025
 BK2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2025.The vertical order pertains to the NGVD 29 superseded value.
 BK2025
 BK2025.The geoid height was determined by GEOID03.
 BK2025
 BK2025;                    North         East    Units  Estimated Accuracy
 BK2025;SPC LA S     -   259,350.      927,660.      MT  (+/- 180 meters Scaled)
 BK2025
 BK2025                          SUPERSEDED SURVEY CONTROL
 BK2025
 BK2025  NGVD 29 (??/??/??)   13.470  (m)           44.19   (f) ADJUSTED    2 2
 BK2025
 BK2025.Superseded values are not recommended for survey control.
 BK2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2025.See file dsdata.txt to determine how the superseded data were derived.
 BK2025
 BK2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ870119(NAD 83)
 BK2025_MARKER: DR = REFERENCE MARK DISK
 BK2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2025_SP_SET: CONCRETE POST
 BK2025_STAMPING: A 840 NO 2 1941
 BK2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2025+STABILITY: SURFACE MOTION
 BK2025
 BK2025  HISTORY     - Date     Condition        Report By
 BK2025  HISTORY     - 1941     MONUMENTED       CGS
 BK2025  HISTORY     - 1975     GOOD             LADTD
 BK2025
 BK2025                          STATION DESCRIPTION
 BK2025
 BK2025'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2025'.60 MI NW FROM MORROW.
 BK2025'ABOUT .60 MI NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE HIGHWAY
 BK2025'107 AT MORROW, 52 FT SW OF THE CENTERLINE OF US HIGHWAY 71, 93 FT SE
 BK2025'OF A NEW POWER POLE, 148 FT WEST OF A 840 TRIANGULATION AND NEXT TO A
 BK2025'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0734 ***********************************************************************
 BX0734  DESIGNATION -  A 866 LAGS
 BX0734  PID         -  BX0734
 BX0734  STATE/COUNTY-  LA/AVOYELLES
 BX0734  USGS QUAD   -  BELLE D'EAU (1983)
 BX0734
 BX0734                         *CURRENT SURVEY CONTROL
 BX0734  ___________________________________________________________________
 BX0734* NAD 83(1986)-  31 04 25.     (N)    092 10 23.     (W)     SCALED    
 BX0734* NAVD 88     -        20.93   (+/-2cm)      68.7    (feet)  VERTCON   
 BX0734  ___________________________________________________________________
 BX0734  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BX0734
 BX0734  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0734
 BX0734.The horizontal coordinates were scaled from a topographic map and have
 BX0734.an estimated accuracy of +/- 6 seconds.
 BX0734
 BX0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0734.The vertical order pertains to the NGVD 29 superseded value.
 BX0734
 BX0734.The geoid height was determined by GEOID03.
 BX0734
 BX0734;                    North         East    Units  Estimated Accuracy
 BX0734;SPC LA N     -    63,650.    1,031,200.      MT  (+/- 180 meters Scaled)
 BX0734
 BX0734                          SUPERSEDED SURVEY CONTROL
 BX0734
 BX0734  NGVD 29 (??/??/??)   20.904  (m)           68.58   (f) ADJUSTED    1 2
 BX0734
 BX0734.Superseded values are not recommended for survey control.
 BX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0734.See file dsdata.txt to determine how the superseded data were derived.
 BX0734
 BX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ788380(NAD 83)
 BX0734_MARKER: DD = SURVEY DISK
 BX0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0734_STAMPING: A 866
 BX0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0734+STABILITY: SURFACE MOTION
 BX0734
 BX0734  HISTORY     - Date     Condition        Report By
 BX0734  HISTORY     - UNK      MONUMENTED       LAGS
 BX0734  HISTORY     - 1962     POOR             CGS
 BX0734  HISTORY     - 1976     MARK NOT FOUND   USGS
 BX0734
 BX0734                          STATION DESCRIPTION
 BX0734
 BX0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0734'3.3 MI W FROM HESSMER.
 BX0734'LOCATED 3.3 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 BX0734'THE STATION AT HESSMER, 8 POLES EAST OF MILEPOST KC 705, 5 FEET NORTH
 BX0734'OF A ROW OF POLES, 34 FEET NORTH OF THE NORTH RAIL, 12 FEET SOUTH OF A
 BX0734'FENCE LINE, 9.5 FEET EAST OF THE FIRST TELEGRAPH POLE WEST OF AN
 BX0734'ABANDONDED CROSSING, 104 FEET WEST OF AN ABANDONDED CROSSING, 100 FEET
 BX0734'WEST OF METAL GATE NORTH OF THE TRACKS, 41 FEET SOUTHEAST OF A 12-INCH
 BX0734'SWEET GUM TREE AND 2 POLES EAST OF A SMALL BAYOU.  IT IS A STANDARD
 BX0734'LOUISIANA GEODETIC SURVEY DISK, SET IN THE TOP OF A CONCRETE POST.
 BX0734'NOTE-- THIS MARK SHOULD BE USED WITH CAUTION SINCE THE POST WAS LOOSE
 BX0734'AT THIS DATE.
 BX0734
 BX0734                          STATION RECOVERY (1976)
 BX0734
 BX0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BX0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0731 ***********************************************************************
 BX0731  DESIGNATION -  A 869 LAGS
 BX0731  PID         -  BX0731
 BX0731  STATE/COUNTY-  LA/AVOYELLES
 BX0731  USGS QUAD   -  BELLE D'EAU (1983)
 BX0731
 BX0731                         *CURRENT SURVEY CONTROL
 BX0731  ___________________________________________________________________
 BX0731* NAD 83(1986)-  31 03 37.     (N)    092 09 02.     (W)     SCALED    
 BX0731* NAVD 88     -        19.57   (+/-2cm)      64.2    (feet)  VERTCON   
 BX0731  ___________________________________________________________________
 BX0731  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BX0731
 BX0731  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0731
 BX0731.The horizontal coordinates were scaled from a topographic map and have
 BX0731.an estimated accuracy of +/- 6 seconds.
 BX0731
 BX0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0731.The vertical order pertains to the NGVD 29 superseded value.
 BX0731
 BX0731.The geoid height was determined by GEOID03.
 BX0731
 BX0731;                    North         East    Units  Estimated Accuracy
 BX0731;SPC LA N     -    62,180.    1,033,350.      MT  (+/- 180 meters Scaled)
 BX0731
 BX0731                          SUPERSEDED SURVEY CONTROL
 BX0731
 BX0731  NGVD 29 (??/??/??)   19.546  (m)           64.13   (f) ADJUSTED    1 2
 BX0731
 BX0731.Superseded values are not recommended for survey control.
 BX0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0731.See file dsdata.txt to determine how the superseded data were derived.
 BX0731
 BX0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ810365(NAD 83)
 BX0731_MARKER: DD = SURVEY DISK
 BX0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0731_STAMPING: A 869
 BX0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0731+STABILITY: SURFACE MOTION
 BX0731
 BX0731  HISTORY     - Date     Condition        Report By
 BX0731  HISTORY     - UNK      MONUMENTED       LAGS
 BX0731  HISTORY     - 1962     GOOD             CGS
 BX0731
 BX0731                          STATION DESCRIPTION
 BX0731
 BX0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0731'1.7 MI W FROM HESSMER.
 BX0731'LOCATED 1.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD
 BX0731'TRACKS FROM THE STATION AT HESSMER, BETWEEN THE HIGHWAY AND THE
 BX0731'TRACKS, 563 FEET WEST OF MILEPOST KC 707, MIDWAY BETWEEN TWO POWER
 BX0731'POLES ON THE NORTH SIDE OF THE TRACKS THE EAST ONE HAVING A
 BX0731'TRANSFORMER, 457 FEET EAST OF THE EAST END OF A SMALL TRESTLE, 45 FEET
 BX0731'SOUTH OF THE SOUTH RAIL OF THE TRACKS, 54 FEET WEST OF THE PROJECTED
 BX0731'CENTERLINE OF A FIELD ROAD LEADING SOUTH AND TWO OAK TREES ON THE EAST
 BX0731'SIDE, 8 FEET NORTH OF THE CENTER OF THE POWER LINE, ON A NARROW BANK
 BX0731'BETWEEN THE TRACK AND THE ROAD.  IT IS 1 FOOT NORTH OF A METAL WITNESS
 BX0731'POST, AND 3 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD STATE
 BX0731'SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0492 ***********************************************************************
 BJ0492  DESIGNATION -  A 910 LAGS
 BJ0492  PID         -  BJ0492
 BJ0492  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0492  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0492
 BJ0492                         *CURRENT SURVEY CONTROL
 BJ0492  ___________________________________________________________________
 BJ0492* NAD 83(1986)-  30 36 18.     (N)    091 09 55.     (W)     SCALED    
 BJ0492* NAVD 88     -        25.60   (+/-2cm)      84.0    (feet)  VERTCON   
 BJ0492  ___________________________________________________________________
 BJ0492  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0492
 BJ0492  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0492
 BJ0492.The horizontal coordinates were scaled from a topographic map and have
 BJ0492.an estimated accuracy of +/- 6 seconds.
 BJ0492
 BJ0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0492.The vertical order pertains to the NGVD 29 superseded value.
 BJ0492
 BJ0492.The geoid height was determined by GEOID03.
 BJ0492
 BJ0492;                    North         East    Units  Estimated Accuracy
 BJ0492;SPC LA S     -   233,340.    1,016,120.      MT  (+/- 180 meters Scaled)
 BJ0492
 BJ0492                          SUPERSEDED SURVEY CONTROL
 BJ0492
 BJ0492  NGVD 29 (??/??/??)   25.601  (m)           83.99   (f) ADJUSTED    1 1
 BJ0492
 BJ0492.Superseded values are not recommended for survey control.
 BJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0492.See file dsdata.txt to determine how the superseded data were derived.
 BJ0492
 BJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP758872(NAD 83)
 BJ0492_MARKER: DB = BENCH MARK DISK
 BJ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0492_STAMPING: A 910
 BJ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0492+STABILITY: SURFACE MOTION
 BJ0492
 BJ0492  HISTORY     - Date     Condition        Report By
 BJ0492  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0492  HISTORY     - 1955     GOOD             CGS
 BJ0492  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0492  HISTORY     - 1976     GOOD             NGS
 BJ0492
 BJ0492                          STATION DESCRIPTION
 BJ0492
 BJ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0492'1.2 MI N FROM BAKER.
 BJ0492'1.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 BJ0492'IN BAKER IN THE SOUTHWEST ANGLE OF A PRIVATE ROAD CROSSING, 0.15 MILE
 BJ0492'SOUTH OF MILEPOST 355, 8 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 115
 BJ0492'FEET WEST OF THE WEST RAIL OF THE TRACKS, 74 FEET WEST OF POWER POLE
 BJ0492'NO. 332/135, 89 FEET EAST OF POWER POLE NO. 136, 20 FEET SOUTHEAST OF
 BJ0492'THE INTERSECTION OF THE POWERLINE AND THE TELEGRAPH LINE AND 7 FEET
 BJ0492'EAST OF THE SOUTH END OF A CULVERT UNDER THE PRIVATE ROAD. A STANDARD
 BJ0492'DISK, STAMPED A 910 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BJ0492'THE GROUND AND 1.5 FEET BELOW THE LEVEL OF THE TRACKS.
 BJ0492
 BJ0492                          STATION RECOVERY (1965)
 BJ0492
 BJ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0492'MARK NOT FOUND.
 BJ0492
 BJ0492                          STATION RECOVERY (1976)
 BJ0492
 BJ0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0492'1.15 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BJ0492'GROOM ROAD AT BAKER, AT AN ABANDONED RAILROAD CROSSING, 156 FT
 BJ0492'WEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 19 AND BEN
 BJ0492'WILLIAMS LANE, 11.0 FT WEST OF THE WEST RAIL OF THE ILLINOIS
 BJ0492'CENTRAL RAILROAD TRACK, 7 FT EAST OF THE SOUTH END OF A PIPE
 BJ0492'CULVERT, 6.5 FT SOUTH OF THE CENTER LINE OF THE OLD ROAD BED,
 BJ0492'A C+GS-LAGS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0535 ***********************************************************************
 BJ0535  DESIGNATION -  A 911 LAGS
 BJ0535  PID         -  BJ0535
 BJ0535  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0535  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0535
 BJ0535                         *CURRENT SURVEY CONTROL
 BJ0535  ___________________________________________________________________
 BJ0535* NAD 83(1986)-  30 37 26.     (N)    091 09 40.     (W)     SCALED    
 BJ0535* NAVD 88     -        24.26   (+/-2cm)      79.6    (feet)  VERTCON   
 BJ0535  ___________________________________________________________________
 BJ0535  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0535
 BJ0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0535
 BJ0535.The horizontal coordinates were scaled from a topographic map and have
 BJ0535.an estimated accuracy of +/- 6 seconds.
 BJ0535
 BJ0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0535.The vertical order pertains to the NGVD 29 superseded value.
 BJ0535
 BJ0535.The geoid height was determined by GEOID03.
 BJ0535
 BJ0535;                    North         East    Units  Estimated Accuracy
 BJ0535;SPC LA S     -   235,440.    1,016,510.      MT  (+/- 180 meters Scaled)
 BJ0535
 BJ0535                          SUPERSEDED SURVEY CONTROL
 BJ0535
 BJ0535  NGVD 29 (??/??/??)   24.256  (m)           79.58   (f) ADJUSTED    2 0
 BJ0535
 BJ0535.Superseded values are not recommended for survey control.
 BJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0535.See file dsdata.txt to determine how the superseded data were derived.
 BJ0535
 BJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP762893(NAD 83)
 BJ0535_MARKER: DB = BENCH MARK DISK
 BJ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0535_STAMPING: A 911
 BJ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0535+STABILITY: SURFACE MOTION
 BJ0535
 BJ0535  HISTORY     - Date     Condition        Report By
 BJ0535  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0535  HISTORY     - 1955     GOOD             CGS
 BJ0535  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0535  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0535
 BJ0535                          STATION DESCRIPTION
 BJ0535
 BJ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0535'1.7 MI S FROM ZACHARY.
 BJ0535'1.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 BJ0535'AT ZACHARY, EAST BATON ROUGE PARISH, IN THE SOUTHEAST CORNER OF
 BJ0535'SECTION 74-5-1W, 12 FEET NORTH OF A LANE LEADING TO SPUR, AND 10 FEET
 BJ0535'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 911
 BJ0535'AND SET IN THE TOP OF A CONCRETE POST.
 BJ0535
 BJ0535                          STATION RECOVERY (1965)
 BJ0535
 BJ0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0535'MARK NOT FOUND.
 BJ0535
 BJ0535                          STATION RECOVERY (1976)
 BJ0535
 BJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0483 ***********************************************************************
 BJ0483  DESIGNATION -  A 912
 BJ0483  PID         -  BJ0483
 BJ0483  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0483  USGS QUAD   -  ZACHARY (1980)
 BJ0483
 BJ0483                         *CURRENT SURVEY CONTROL
 BJ0483  ___________________________________________________________________
 BJ0483* NAD 83(1986)-  30 39 00.     (N)    091 09 23.     (W)     SCALED    
 BJ0483* NAVD 88     -        31.357  (meters)     102.88   (feet)  ADJUSTED  
 BJ0483  ___________________________________________________________________
 BJ0483  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0483  DYNAMIC HT  -          31.316 (meters)     102.74  (feet)  COMP
 BJ0483  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0483
 BJ0483  VERT ORDER  -  FIRST     CLASS I
 BJ0483
 BJ0483.The horizontal coordinates were scaled from a topographic map and have
 BJ0483.an estimated accuracy of +/- 6 seconds.
 BJ0483
 BJ0483.The orthometric height was determined by differential leveling
 BJ0483.and adjusted by the National Geodetic Survey in February 1994..
 BJ0483
 BJ0483.The geoid height was determined by GEOID03.
 BJ0483
 BJ0483.The dynamic height is computed by dividing the NAVD 88
 BJ0483.geopotential number by the normal gravity value computed on the
 BJ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0483.degrees latitude (g = 980.6199 gals.).
 BJ0483
 BJ0483.The modeled gravity was interpolated from observed gravity values.
 BJ0483
 BJ0483;                    North         East    Units  Estimated Accuracy
 BJ0483;SPC LA S     -   238,330.    1,016,960.      MT  (+/- 180 meters Scaled)
 BJ0483
 BJ0483                          SUPERSEDED SURVEY CONTROL
 BJ0483
 BJ0483  NGVD 29 (??/??/??)   31.356  (m)          102.87   (f) ADJUSTED    1 1
 BJ0483
 BJ0483.Superseded values are not recommended for survey control.
 BJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0483.See file dsdata.txt to determine how the superseded data were derived.
 BJ0483
 BJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP766922(NAD 83)
 BJ0483_MARKER: DB = BENCH MARK DISK
 BJ0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0483_SP_SET: CONCRETE POST
 BJ0483_STAMPING: A 912 1935
 BJ0483_MARK LOGO: LAGS  
 BJ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0483+STABILITY: SURFACE MOTION
 BJ0483
 BJ0483  HISTORY     - Date     Condition        Report By
 BJ0483  HISTORY     - 1935     MONUMENTED       LAGS
 BJ0483  HISTORY     - 1955     GOOD             CGS
 BJ0483  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0483  HISTORY     - 1976     GOOD             NGS
 BJ0483  HISTORY     - 1983     GOOD             LADTD
 BJ0483  HISTORY     - 1987     GOOD             LA-033
 BJ0483
 BJ0483                          STATION DESCRIPTION
 BJ0483
 BJ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0483'IN ZACHARY.
 BJ0483'AT ZACHARY, ALONG THE ILLINOIS CENTRAL RAILROAD, 1 BLOCK NORTH OF THE
 BJ0483'RAILROAD STATION, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF E
 BJ0483'CENTRAL AVE. AND CHURCH STREET, BETWEEN E CENTRAL AVE. AND THE TRACKS,
 BJ0483'6 FEET EAST OF THE EAST RAIL OF THE TRACKS, 13 FEET SOUTH OF THE
 BJ0483'CENTERLINE OF CHURCH STREET, 37 FEET WEST-SOUTHWEST OF THE
 BJ0483'INTERSECTION OF CHURCH STREET AND CENTRAL AVE., 103 FEET
 BJ0483'SOUTH-SOUTHEAST OF MILEPOST M 352, 33 FEET EAST OF THE SOUTHEAST
 BJ0483'CORNER OF THE CONCRETE FOUNDATION OF A RAILROAD CROSSING SIGN AND 32.3
 BJ0483'FEET SOUTH OF THE SOUTHWEST CORNER OF THE RAILROAD CROSSING SIGN ON
 BJ0483'THE EAST SIDE OF THE TRACKS.  A STANDARD DISK, STAMPED A 912 1935 AND
 BJ0483'SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE LEVEL OF THE
 BJ0483'GROUND AND 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 BJ0483
 BJ0483                          STATION RECOVERY (1965)
 BJ0483
 BJ0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0483'MARK NOT FOUND.
 BJ0483
 BJ0483                          STATION RECOVERY (1976)
 BJ0483
 BJ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0483'0.1 MILE NORTH ALONG STATE HIGHWAY 1209 (EAST CENTRAL AVENUE)
 BJ0483'FROM THE JUNCTION OF STATE HIGHWAY 64 AT ZACHARY, AT THE SOUTHWEST
 BJ0483'CORNER OF THE JUNCTION OF EAST CENTRAL AVENUE AND CHURCH
 BJ0483'STREET, 32.3 FT SOUTH OF AND ACROSS THE STREET FROM THE SOUTHWEST
 BJ0483'CORNER OF THE CONCRETE FOUNDATION OF THE CROSSING SIGNAL,
 BJ0483'30 FT WEST OF THE CENTER LINE OF THE AVENUE, 16 FT SOUTH OF THE
 BJ0483'CENTER LINE OF THE STREET, A C+GS-LAGS D1SK.
 BJ0483
 BJ0483                          STATION RECOVERY (1983)
 BJ0483
 BJ0483'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0483'RECOVERED IN GOOD CONDITION.
 BJ0483
 BJ0483                          STATION RECOVERY (1987)
 BJ0483
 BJ0483'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0483'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ0483'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3995 ***********************************************************************
 BJ3995  DESIGNATION -  A 919
 BJ3995  PID         -  BJ3995
 BJ3995  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3995  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3995
 BJ3995                         *CURRENT SURVEY CONTROL
 BJ3995  ___________________________________________________________________
 BJ3995* NAD 83(1986)-  30 29 04.     (N)    091 05 09.     (W)     SCALED    
 BJ3995* NAVD 88     -        16.458  (meters)      54.00   (feet)  ADJUSTED  
 BJ3995  ___________________________________________________________________
 BJ3995  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ3995  DYNAMIC HT  -          16.436 (meters)      53.92  (feet)  COMP
 BJ3995  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ3995
 BJ3995  VERT ORDER  -  SECOND    CLASS II
 BJ3995
 BJ3995.The horizontal coordinates were scaled from a topographic map and have
 BJ3995.an estimated accuracy of +/- 6 seconds.
 BJ3995
 BJ3995.The orthometric height was determined by differential leveling
 BJ3995.and adjusted by the National Geodetic Survey in February 1994..
 BJ3995
 BJ3995.The geoid height was determined by GEOID03.
 BJ3995
 BJ3995.The dynamic height is computed by dividing the NAVD 88
 BJ3995.geopotential number by the normal gravity value computed on the
 BJ3995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3995.degrees latitude (g = 980.6199 gals.).
 BJ3995
 BJ3995.The modeled gravity was interpolated from observed gravity values.
 BJ3995
 BJ3995;                    North         East    Units  Estimated Accuracy
 BJ3995;SPC LA S     -   219,990.    1,023,760.      MT  (+/- 180 meters Scaled)
 BJ3995
 BJ3995                          SUPERSEDED SURVEY CONTROL
 BJ3995
 BJ3995.No superseded survey control is available for this station.
 BJ3995
 BJ3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP837740(NAD 83)
 BJ3995_MARKER: DB = BENCH MARK DISK
 BJ3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3995_SP_SET: CONCRETE POST
 BJ3995_STAMPING: A 919 1961
 BJ3995_MARK LOGO: LAGS  
 BJ3995_PROJECTION: FLUSH
 BJ3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3995+STABILITY: SURFACE MOTION
 BJ3995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3995+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 BJ3995
 BJ3995  HISTORY     - Date     Condition        Report By
 BJ3995  HISTORY     - 1961     MONUMENTED       LAGS
 BJ3995  HISTORY     - 1987     GOOD             LA-033
 BJ3995  HISTORY     - 20060221 GOOD             SJB
 BJ3995
 BJ3995                          STATION DESCRIPTION
 BJ3995
 BJ3995'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3995'3.1 KM (1.9 MI) NE FROM NORTHEAST BATON ROUGE.
 BJ3995'ABOUT 3.1 KM (1.9 MI) NORTHEAST ALONG GREENWELL SPRINGS ROAD (STATE
 BJ3995'HIGHWAY 37) FROM THE INTERSECTION OF GREENWELL SPRINGS ROAD AND
 BJ3995'AIRLINE HIGHWAY (U.S HIGHWAY 61) TO COURTLAND DRIVE, BURGER KING AND
 BJ3995'THE MARK ON THE RIGHT, 33.5 METERS (110 FT) EAST OF COURTLAND DRIVE,
 BJ3995'13.6 METERS (44.5 FT) SOUTH OF THE CENTERLINE OF GREENWELL SPRINGS
 BJ3995'ROAD, 3.7 METERS (12 FT) NORTH OF A FLAG POLE AND IN THE MEDIAN
 BJ3995'BETWEEN TWO DRIVEWAYS LEADING TO THE BURGER KING BUILDING.
 BJ3995'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3995'THE MARK IS 0.30 M ABOVE GREENWELL SPRINGS ROAD.
 BJ3995
 BJ3995                          STATION RECOVERY (2006)
 BJ3995
 BJ3995'RECOVERY NOTE BY SJB GROUP INCORPORATED 2006 (MLB)
 BJ3995'THE BURGER KING IS NOW A PO-BOY SHOP.ALL OTHER REFERENCE TIES ARE
 BJ3995'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1271 ***********************************************************************
 BX1271  DESIGNATION -  A 97
 BX1271  PID         -  BX1271
 BX1271  STATE/COUNTY-  LA/NATCHITOCHES
 BX1271  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1271
 BX1271                         *CURRENT SURVEY CONTROL
 BX1271  ___________________________________________________________________
 BX1271* NAD 83(1986)-  31 30 18.     (N)    092 52 50.     (W)     SCALED    
 BX1271* NAVD 88     -        27.98   (+/-2cm)      91.8    (feet)  VERTCON   
 BX1271  ___________________________________________________________________
 BX1271  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1271
 BX1271  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1271
 BX1271.The horizontal coordinates were scaled from a topographic map and have
 BX1271.an estimated accuracy of +/- 6 seconds.
 BX1271
 BX1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1271.The vertical order pertains to the NGVD 29 superseded value.
 BX1271
 BX1271.The geoid height was determined by GEOID03.
 BX1271
 BX1271;                    North         East    Units  Estimated Accuracy
 BX1271;SPC LA N     -   111,490.      963,850.      MT  (+/- 180 meters Scaled)
 BX1271
 BX1271                          SUPERSEDED SURVEY CONTROL
 BX1271
 BX1271  NGVD 29 (??/??/??)   27.999  (m)           91.86   (f) ADJUSTED    1 2
 BX1271
 BX1271.Superseded values are not recommended for survey control.
 BX1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1271.See file dsdata.txt to determine how the superseded data were derived.
 BX1271
 BX1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ113855(NAD 83)
 BX1271_MARKER: DB = BENCH MARK DISK
 BX1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1271_STAMPING: A-97 1938
 BX1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1271+STABILITY: SURFACE MOTION
 BX1271
 BX1271  HISTORY     - Date     Condition        Report By
 BX1271  HISTORY     - 1938     MONUMENTED       CGS
 BX1271  HISTORY     - 1981     POOR             USGS
 BX1271
 BX1271                          STATION DESCRIPTION
 BX1271
 BX1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1271'1.3 MI W FROM CHOPIN.
 BX1271'15 FEET WEST OF MILE POST NO. 224 75 FEET SOUTH OF CENTER LINE OF THE
 BX1271'T. AND P. R. R. MAIN LINE.  8 POLES WEST OF SIGN CHOPIN ONE MILE.
 BX1271
 BX1271                          STATION RECOVERY (1981)
 BX1271
 BX1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1271'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2728 ***********************************************************************
 BJ2728  DESIGNATION -  A CHIS SQ
 BJ2728  PID         -  BJ2728
 BJ2728  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2728  USGS QUAD   -  SIMMESPORT (1969)
 BJ2728
 BJ2728                         *CURRENT SURVEY CONTROL
 BJ2728  ___________________________________________________________________
 BJ2728* NAD 83(1986)-  30 58 49.     (N)    091 47 48.     (W)     SCALED    
 BJ2728* NAVD 88     -        18.73   (+/-2cm)      61.5    (feet)  VERTCON   
 BJ2728  ___________________________________________________________________
 BJ2728  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ2728
 BJ2728  VERT ORDER  -  ? (See Below)
 BJ2728
 BJ2728.The horizontal coordinates were scaled from a topographic map and have
 BJ2728.an estimated accuracy of +/- 6 seconds.
 BJ2728
 BJ2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2728.The vertical order pertains to the NGVD 29 superseded value.
 BJ2728
 BJ2728.The geoid height was determined by GEOID03.
 BJ2728
 BJ2728;                    North         East    Units  Estimated Accuracy
 BJ2728;SPC LA S     -   275,030.      955,740.      MT  (+/- 180 meters Scaled)
 BJ2728
 BJ2728                          SUPERSEDED SURVEY CONTROL
 BJ2728
 BJ2728  NGVD 29 (??/??/??)   18.710  (m)           61.38   (f) ADJUSTED    ?  
 BJ2728
 BJ2728.Superseded values are not recommended for survey control.
 BJ2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2728.See file dsdata.txt to determine how the superseded data were derived.
 BJ2728
 BJ2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ149280(NAD 83)
 BJ2728_MARKER: Q = CHISELED SQUARE
 BJ2728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ2728_SP_SET: PIER
 BJ2728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2728+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 BJ2728
 BJ2728  HISTORY     - Date     Condition        Report By
 BJ2728  HISTORY     - UNK      MONUMENTED       DOD
 BJ2728  HISTORY     - 1966     GOOD             CGS
 BJ2728  HISTORY     - 20040720 GOOD             USPSQD
 BJ2728
 BJ2728                          STATION DESCRIPTION
 BJ2728
 BJ2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2728'0.7 MI SE FROM SIMMESPORT.
 BJ2728'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2728'SIMMESPORT, AT THE COMBINATION HIGHWAY AND RAILROD BRIDGE OVER THE
 BJ2728'ATCHAFALAYA RIVER, ABOUT 1/2 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF
 BJ2728'THE SECOND CONCRETE PIER EAST OF THE EAST BANK OF THE RIVER, A
 BJ2728'CHISELED SQUARE ON THE CENTER OF THE TOP OF THE PIER, AND ABOUT 10
 BJ2728'FEET BELOW THE LEVEL OF THE HIGHWAY.
 BJ2728
 BJ2728                          STATION RECOVERY (2004)
 BJ2728
 BJ2728'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ2728'THE BRIDGE IS NOW A RAILROAD BRIDGE ONLY AND NOT ACCESSIBLE BY FOOT.
 BJ2728'THE PIER WAS OBSERVED FROM THE HIGHWAY I BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0846 ***********************************************************************
 BJ0846  DESIGNATION -  A EWENS
 BJ0846  PID         -  BJ0846
 BJ0846  STATE/COUNTY-  LA/IBERVILLE
 BJ0846  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0846
 BJ0846                         *CURRENT SURVEY CONTROL
 BJ0846  ___________________________________________________________________
 BJ0846* NAD 83(1986)-  30 17 32.     (N)    091 14 02.     (W)     SCALED    
 BJ0846* NAVD 88     -         8.38   (+/-2cm)      27.5    (feet)  VERTCON   
 BJ0846  ___________________________________________________________________
 BJ0846  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0846
 BJ0846  VERT ORDER  -  ? (See Below)
 BJ0846
 BJ0846.The horizontal coordinates were scaled from a topographic map and have
 BJ0846.an estimated accuracy of +/- 6 seconds.
 BJ0846
 BJ0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0846.The vertical order pertains to the NGVD 29 superseded value.
 BJ0846
 BJ0846.The geoid height was determined by GEOID03.
 BJ0846
 BJ0846;                    North         East    Units  Estimated Accuracy
 BJ0846;SPC LA S     -   198,660.    1,009,570.      MT  (+/- 180 meters Scaled)
 BJ0846
 BJ0846                          SUPERSEDED SURVEY CONTROL
 BJ0846
 BJ0846  NGVD 29 (??/??/??)    8.395  (m)           27.54   (f) ADJUSTED    ?  
 BJ0846
 BJ0846.Superseded values are not recommended for survey control.
 BJ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0846.See file dsdata.txt to determine how the superseded data were derived.
 BJ0846
 BJ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP698524(NAD 83)
 BJ0846_MARKER: Z = SEE DESCRIPTION
 BJ0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0846_SP_SET: DOORSILL
 BJ0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0846
 BJ0846  HISTORY     - Date     Condition        Report By
 BJ0846  HISTORY     - UNK      MONUMENTED       DOD
 BJ0846  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0846  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0846
 BJ0846                          STATION DESCRIPTION
 BJ0846
 BJ0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0846'IN PLAQUEMINE.
 BJ0846'AT PLAQUEMINE, IBERVILLE PARISH, JUST BELOW THE LOCK, AT THE ROTH AND
 BJ0846'MCWILLIAMS OLD STORE BUILDING (NOW USED AS A STEAMBOAT WAREHOUSE), AT
 BJ0846'THE SOUTH DOOR, AND NEAR THE CORNER OF THE IRON DOORSILL.  THE LETTER
 BJ0846'A MARKED WITH TACKS IN THE WOODWORK.  NOTE-- THE WOODWORK AT THE
 BJ0846'DESCRIBED LOCATION OF THIS MARK IS BELIEVED TO HAVE BEEN CHANGED AND
 BJ0846'THE MARK DESTROYED.
 BJ0846
 BJ0846                          STATION RECOVERY (1976)
 BJ0846
 BJ0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0846'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 BJ0846'THIS MARK NOT RECOVERED IN 1964. DESCRIPTION NOT ADEQUATE
 BJ0846'ENOUGH FOR PLOTTING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2295 ***********************************************************************
 BJ2295  DESIGNATION -  A R 11 M BOLT
 BJ2295  PID         -  BJ2295
 BJ2295  STATE/COUNTY-  LA/ST MARTIN
 BJ2295  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2295
 BJ2295                         *CURRENT SURVEY CONTROL
 BJ2295  ___________________________________________________________________
 BJ2295* NAD 83(1986)-  30 14 45.     (N)    091 35 44.     (W)     SCALED    
 BJ2295* NAVD 88     -         3.33   (+/-2cm)      10.9    (feet)  VERTCON   
 BJ2295  ___________________________________________________________________
 BJ2295  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ2295
 BJ2295  VERT ORDER  -  ? (See Below)
 BJ2295
 BJ2295.The horizontal coordinates were scaled from a topographic map and have
 BJ2295.an estimated accuracy of +/- 6 seconds.
 BJ2295
 BJ2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2295.The vertical order pertains to the NGVD 29 superseded value.
 BJ2295
 BJ2295.The geoid height was determined by GEOID03.
 BJ2295
 BJ2295;                    North         East    Units  Estimated Accuracy
 BJ2295;SPC LA S     -   193,550.      974,760.      MT  (+/- 180 meters Scaled)
 BJ2295
 BJ2295                          SUPERSEDED SURVEY CONTROL
 BJ2295
 BJ2295  NGVD 29 (??/??/??)    3.347  (m)           10.98   (f) ADJUSTED    ?  
 BJ2295
 BJ2295.Superseded values are not recommended for survey control.
 BJ2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2295.See file dsdata.txt to determine how the superseded data were derived.
 BJ2295
 BJ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP351468(NAD 83)
 BJ2295_MARKER: B = BOLT
 BJ2295_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2295_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2295
 BJ2295  HISTORY     - Date     Condition        Report By
 BJ2295  HISTORY     - UNK      MONUMENTED       DOD
 BJ2295  HISTORY     - 1933     GOOD             CGS
 BJ2295  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ2295
 BJ2295                          STATION DESCRIPTION
 BJ2295
 BJ2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BJ2295'9.7 MI N FROM BAYOU CHENE.
 BJ2295'9.7 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2295'ABOUT 1-1/2 MILES NORTH OF THE CONFLUENCE OF BAYOU LA ROMPE AND LAKE
 BJ2295'LONG, ABOUT 1.0 MILE SOUTH OF THE RYCADE OIL FIELD, ABOUT 2,000 FEET
 BJ2295'BELOW RYCADECADE CANAL, ON THE RIGHT BANK OF BAYOU LA ROMPE, 30 FEET
 BJ2295'LANDWARD FROM THE TOP OF THE BANK, 58 FEET NORTHEAST OF AN 8-INCH ASH
 BJ2295'TREE, 53 FEET EAST OF A 10-INCH CYPRESS TREE, AND 42 FEET EAST OF A
 BJ2295'5-INCH CYPRESS TREE.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB
 BJ2295'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BJ2295'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2295
 BJ2295                          STATION RECOVERY (1973)
 BJ2295
 BJ2295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BJ2295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2343 ***********************************************************************
 BJ2343  DESIGNATION -  A R 6 M BOLT
 BJ2343  PID         -  BJ2343
 BJ2343  STATE/COUNTY-  LA/ST MARTIN
 BJ2343  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2343
 BJ2343                         *CURRENT SURVEY CONTROL
 BJ2343  ___________________________________________________________________
 BJ2343* NAD 83(1986)-  30 23 40.     (N)    091 40 34.     (W)     SCALED    
 BJ2343* NAVD 88     -         5.67   (+/-2cm)      18.6    (feet)  VERTCON   
 BJ2343  ___________________________________________________________________
 BJ2343  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2343
 BJ2343  VERT ORDER  -  ? (See Below)
 BJ2343
 BJ2343.The horizontal coordinates were scaled from a topographic map and have
 BJ2343.an estimated accuracy of +/- 6 seconds.
 BJ2343
 BJ2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2343.The vertical order pertains to the NGVD 29 superseded value.
 BJ2343
 BJ2343.The geoid height was determined by GEOID03.
 BJ2343
 BJ2343;                    North         East    Units  Estimated Accuracy
 BJ2343;SPC LA S     -   210,040.      967,060.      MT  (+/- 180 meters Scaled)
 BJ2343
 BJ2343                          SUPERSEDED SURVEY CONTROL
 BJ2343
 BJ2343  NGVD 29 (??/??/??)    5.680  (m)           18.64   (f) ADJUSTED    ?  
 BJ2343
 BJ2343.Superseded values are not recommended for survey control.
 BJ2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2343.See file dsdata.txt to determine how the superseded data were derived.
 BJ2343
 BJ2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP271632(NAD 83)
 BJ2343_MARKER: B = BOLT
 BJ2343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2343
 BJ2343  HISTORY     - Date     Condition        Report By
 BJ2343  HISTORY     - UNK      MONUMENTED       DOD
 BJ2343  HISTORY     - 1933     GOOD             DOD
 BJ2343
 BJ2343                          STATION DESCRIPTION
 BJ2343
 BJ2343'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2343'4 MI NE FROM ATCHAFALAYA.
 BJ2343'4.3 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2343'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2343'SAINT MARTIN PARISH, ABOUT 1/4 MILE SOUTH OF THE MOUTH OF ALABAMA
 BJ2343'BAYOU, IN THE NORTHWEST END OF IRREGULAR SEC. 10, T. 8 S., R. 8 E., AT
 BJ2343'BASE LINE SURVEY STATION 2889+03.27, ON THE NORTH SLOPE OF A DRY
 BJ2343'SLOUGH, ABOUT 650 FEET DUE EAST OF THE RIVER, 32 FEET NORTHWEST OF A
 BJ2343'15-INCH WILLOW TREE, 25 FEET SOUTHEAST OF A 6-INCH SYCAMORE TREE, AND
 BJ2343'18 FEET NORTHWEST OF A 20-INCH WILLOW TREE.  A COPPER BOLT, SET IN THE
 BJ2343'TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 BJ2343'HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2343'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2342 ***********************************************************************
 BJ2342  DESIGNATION -  A R 6 M CAP
 BJ2342  PID         -  BJ2342
 BJ2342  STATE/COUNTY-  LA/ST MARTIN
 BJ2342  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2342
 BJ2342                         *CURRENT SURVEY CONTROL
 BJ2342  ___________________________________________________________________
 BJ2342* NAD 83(1986)-  30 23 40.     (N)    091 40 34.     (W)     SCALED    
 BJ2342* NAVD 88     -         6.89   (+/-2cm)      22.6    (feet)  VERTCON   
 BJ2342  ___________________________________________________________________
 BJ2342  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2342
 BJ2342  VERT ORDER  -  ? (See Below)
 BJ2342
 BJ2342.The horizontal coordinates were scaled from a topographic map and have
 BJ2342.an estimated accuracy of +/- 6 seconds.
 BJ2342
 BJ2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2342.The vertical order pertains to the NGVD 29 superseded value.
 BJ2342
 BJ2342.The geoid height was determined by GEOID03.
 BJ2342
 BJ2342;                    North         East    Units  Estimated Accuracy
 BJ2342;SPC LA S     -   210,040.      967,060.      MT  (+/- 180 meters Scaled)
 BJ2342
 BJ2342                          SUPERSEDED SURVEY CONTROL
 BJ2342
 BJ2342  NGVD 29 (??/??/??)    6.906  (m)           22.66   (f) ADJUSTED    ?  
 BJ2342
 BJ2342.Superseded values are not recommended for survey control.
 BJ2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2342.See file dsdata.txt to determine how the superseded data were derived.
 BJ2342
 BJ2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP271632(NAD 83)
 BJ2342_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2342_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2342
 BJ2342  HISTORY     - Date     Condition        Report By
 BJ2342  HISTORY     - UNK      MONUMENTED       DOD
 BJ2342  HISTORY     - 1933     GOOD             DOD
 BJ2342
 BJ2342                          STATION DESCRIPTION
 BJ2342
 BJ2342'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2342'4 MI NE FROM ATCHAFALAYA.
 BJ2342'4.3 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2342'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2342'SAINT MARTIN PARISH, ABOUT 1/4 MILE SOUTH OF THE MOUTH OF ALABAMA
 BJ2342'BAYOU, IN THE NORTHWEST END OF IRREGULAR SEC. 10, T. 8 S., R. 8 E., AT
 BJ2342'BASE LINE SURVEY STATION 2889+03.27, ON THE NORTH SLOPE OF A DRY
 BJ2342'SLOUGH, ABOUT 650 FEET DUE EAST OF THE RIVER, 32 FEET NORTHWEST OF A
 BJ2342'15-INCH WILLOW TREE, 25 FEET SOUTHEAST OF A 6-INCH SYCAMORE TREE, AND
 BJ2342'18 FEET NORTHWEST OF A 20-INCH WILLOW TREE.  AN IRON PIPE BEARING A
 BJ2342'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2361 ***********************************************************************
 BJ2361  DESIGNATION -  A R 8 M BOLT
 BJ2361  PID         -  BJ2361
 BJ2361  STATE/COUNTY-  LA/ST MARTIN
 BJ2361  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2361
 BJ2361                         *CURRENT SURVEY CONTROL
 BJ2361  ___________________________________________________________________
 BJ2361* NAD 83(1986)-  30 20 10.     (N)    091 42 09.     (W)     SCALED    
 BJ2361* NAVD 88     -         4.12   (+/-2cm)      13.5    (feet)  VERTCON   
 BJ2361  ___________________________________________________________________
 BJ2361  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2361
 BJ2361  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2361
 BJ2361.The horizontal coordinates were scaled from a topographic map and have
 BJ2361.an estimated accuracy of +/- 6 seconds.
 BJ2361
 BJ2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2361.The vertical order pertains to the NGVD 29 superseded value.
 BJ2361
 BJ2361.The geoid height was determined by GEOID03.
 BJ2361
 BJ2361;                    North         East    Units  Estimated Accuracy
 BJ2361;SPC LA S     -   203,580.      964,500.      MT  (+/- 180 meters Scaled)
 BJ2361
 BJ2361                          SUPERSEDED SURVEY CONTROL
 BJ2361
 BJ2361  NGVD 29 (??/??/??)    4.121  (m)           13.52   (f) ADJUSTED    1 2
 BJ2361
 BJ2361.Superseded values are not recommended for survey control.
 BJ2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2361.See file dsdata.txt to determine how the superseded data were derived.
 BJ2361
 BJ2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP247567(NAD 83)
 BJ2361_MARKER: B = BOLT
 BJ2361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2361_STAMPING: PRE. B.M. A R 8 M
 BJ2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2361
 BJ2361  HISTORY     - Date     Condition        Report By
 BJ2361  HISTORY     - UNK      MONUMENTED       DOD
 BJ2361  HISTORY     - 1933     GOOD             DOD
 BJ2361  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2361
 BJ2361                          STATION DESCRIPTION
 BJ2361
 BJ2361'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2361'1.2 MI SE FROM EAST ATCHAFALAYA.
 BJ2361'ABOUT 1.2 MILES SOUTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER
 BJ2361'FROM THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST
 BJ2361'ATCHAFALAYA, SAINT MARTIN PARISH, IN THE SOUTHERN END OF IRREGULAR
 BJ2361'SEC. 6, T. 8 S., R. 7 E., AT SURVEY STATION 3179+95.99, 250 FEET EAST
 BJ2361'OF THE RIVER BANK, 150 FEET SOUTH OF THE MOUTH OF BAYOU MAL BOEUF,
 BJ2361'ABOUT 100 FEET TO THE REAR OF THE EDWIN DUPUIS RESIDENCE, 44 FEET
 BJ2361'SOUTHWEST OF A 12-INCH COTTONWOOD TREE, 44 FEET SOUTHWEST OF AN
 BJ2361'18-INCH WILLOW TREE, AND 26 FEET WEST OF A 14-INCH WILLOW TREE.  A
 BJ2361'COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER
 BJ2361'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BJ2361'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2361
 BJ2361                          STATION RECOVERY (1968)
 BJ2361
 BJ2361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2360 ***********************************************************************
 BJ2360  DESIGNATION -  A R 8 M CAP
 BJ2360  PID         -  BJ2360
 BJ2360  STATE/COUNTY-  LA/ST MARTIN
 BJ2360  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2360
 BJ2360                         *CURRENT SURVEY CONTROL
 BJ2360  ___________________________________________________________________
 BJ2360* NAD 83(1986)-  30 20 10.     (N)    091 42 09.     (W)     SCALED    
 BJ2360* NAVD 88     -         5.35   (+/-2cm)      17.6    (feet)  VERTCON   
 BJ2360  ___________________________________________________________________
 BJ2360  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2360
 BJ2360  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2360
 BJ2360.The horizontal coordinates were scaled from a topographic map and have
 BJ2360.an estimated accuracy of +/- 6 seconds.
 BJ2360
 BJ2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2360.The vertical order pertains to the NGVD 29 superseded value.
 BJ2360
 BJ2360.The geoid height was determined by GEOID03.
 BJ2360
 BJ2360;                    North         East    Units  Estimated Accuracy
 BJ2360;SPC LA S     -   203,580.      964,500.      MT  (+/- 180 meters Scaled)
 BJ2360
 BJ2360                          SUPERSEDED SURVEY CONTROL
 BJ2360
 BJ2360  NGVD 29 (??/??/??)    5.352  (m)           17.56   (f) ADJUSTED    1 2
 BJ2360
 BJ2360.Superseded values are not recommended for survey control.
 BJ2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2360.See file dsdata.txt to determine how the superseded data were derived.
 BJ2360
 BJ2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP247567(NAD 83)
 BJ2360_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2360_STAMPING: PRE. B.M. A R 8 M
 BJ2360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2360
 BJ2360  HISTORY     - Date     Condition        Report By
 BJ2360  HISTORY     - UNK      MONUMENTED       DOD
 BJ2360  HISTORY     - 1933     GOOD             DOD
 BJ2360  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2360
 BJ2360                          STATION DESCRIPTION
 BJ2360
 BJ2360'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2360'1.2 MI SE FROM EAST ATCHAFALAYA.
 BJ2360'ABOUT 1.2 MILES SOUTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER
 BJ2360'FROM THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST
 BJ2360'ATCHAFALAYA, SAINT MARTIN PARISH, IN THE SOUTHERN END OF IRREGULAR
 BJ2360'SEC. 6, T. 8 S., R. 7 E., AT SURVEY STATION 3179+95.99, 250 FEET EAST
 BJ2360'OF THE RIVER BANK, 150 FEET SOUTH OF THE MOUTH OF BAYOU MAL BOEUF,
 BJ2360'ABOUT 100 FEET TO THE REAR OF THE EDWIN DUPUIS RESIDENCE, 44 FEET
 BJ2360'SOUTHWEST OF A 12-INCH COTTONWOOD TREE, 44 FEET SOUTHWEST OF AN
 BJ2360'18-INCH WILLOW TREE, AND 26 FEET WEST OF A 14-INCH WILLOW TREE.  AN
 BJ2360'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2360
 BJ2360                          STATION RECOVERY (1968)
 BJ2360
 BJ2360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1937 ***********************************************************************
 CQ1937  DESIGNATION -  AA
 CQ1937  PID         -  CQ1937
 CQ1937  STATE/COUNTY-  LA/BOSSIER
 CQ1937  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1937
 CQ1937                         *CURRENT SURVEY CONTROL
 CQ1937  ___________________________________________________________________
 CQ1937* NAD 83(1986)-  32 36 10.     (N)    093 44 07.     (W)     SCALED    
 CQ1937* NAVD 88     -        54.161  (meters)     177.69   (feet)  ADJUSTED  
 CQ1937  ___________________________________________________________________
 CQ1937  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1937  DYNAMIC HT  -          54.100 (meters)     177.49  (feet)  COMP
 CQ1937  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CQ1937
 CQ1937  VERT ORDER  -  FIRST     CLASS II
 CQ1937
 CQ1937.The horizontal coordinates were scaled from a topographic map and have
 CQ1937.an estimated accuracy of +/- 6 seconds.
 CQ1937
 CQ1937.The orthometric height was determined by differential leveling
 CQ1937.and adjusted by the National Geodetic Survey in June 1991..
 CQ1937
 CQ1937.The geoid height was determined by GEOID03.
 CQ1937
 CQ1937.The dynamic height is computed by dividing the NAVD 88
 CQ1937.geopotential number by the normal gravity value computed on the
 CQ1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1937.degrees latitude (g = 980.6199 gals.).
 CQ1937
 CQ1937.The modeled gravity was interpolated from observed gravity values.
 CQ1937
 CQ1937;                    North         East    Units  Estimated Accuracy
 CQ1937;SPC LA N     -   233,810.      884,050.      MT  (+/- 180 meters Scaled)
 CQ1937
 CQ1937                          SUPERSEDED SURVEY CONTROL
 CQ1937
 CQ1937  NGVD 29 (??/??/??)   54.240  (m)          177.95   (f) ADJUSTED    1 2
 CQ1937
 CQ1937.Superseded values are not recommended for survey control.
 CQ1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1937.See file dsdata.txt to determine how the superseded data were derived.
 CQ1937
 CQ1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS310074(NAD 83)
 CQ1937_MARKER: N = NAIL
 CQ1937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1937_SP_SET: TREE
 CQ1937_STAMPING: AA
 CQ1937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1937
 CQ1937  HISTORY     - Date     Condition        Report By
 CQ1937  HISTORY     - UNK      MONUMENTED       USGS
 CQ1937  HISTORY     - 1961     GOOD             CGS
 CQ1937
 CQ1937                          STATION DESCRIPTION
 CQ1937
 CQ1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1937'6.8 MI N FROM BOSSIER CITY.
 CQ1937'1 BLOCK SOUTH ALONG WILLIAM STREET FROM THE POST OFFICE AT BOSSIER
 CQ1937'CITY, THENCE 0.4 MILE EAST ALONG US HIGHWAY 71, THENCE 0.1 MILE EAST
 CQ1937'AND 6.3 MILES NORTH ALONG STATE HIGHWAY 3, AT VANCEVILLE, 81 FEET
 CQ1937'SOUTH OF PTS 1 (USGS), 72 FEET WEST OF THE WEST RAIL, IN THE EAST ROOT
 CQ1937'OF THE MORE SOUTHERLY 16-INCH PECAN TREE, A COPPER NAIL AND WASHER
 CQ1937'STAMPED AA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1930 ***********************************************************************
 CQ1930  DESIGNATION -  AB
 CQ1930  PID         -  CQ1930
 CQ1930  STATE/COUNTY-  LA/BOSSIER
 CQ1930  USGS QUAD   -  BENTON (1975)
 CQ1930
 CQ1930                         *CURRENT SURVEY CONTROL
 CQ1930  ___________________________________________________________________
 CQ1930* NAD 83(1986)-  32 40 56.     (N)    093 44 43.     (W)     SCALED    
 CQ1930* NAVD 88     -        61.009  (meters)     200.16   (feet)  ADJUSTED  
 CQ1930  ___________________________________________________________________
 CQ1930  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1930  DYNAMIC HT  -          60.941 (meters)     199.94  (feet)  COMP
 CQ1930  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CQ1930
 CQ1930  VERT ORDER  -  FIRST     CLASS II
 CQ1930
 CQ1930.The horizontal coordinates were scaled from a topographic map and have
 CQ1930.an estimated accuracy of +/- 6 seconds.
 CQ1930
 CQ1930.The orthometric height was determined by differential leveling
 CQ1930.and adjusted by the National Geodetic Survey in June 1991..
 CQ1930
 CQ1930.The geoid height was determined by GEOID03.
 CQ1930
 CQ1930.The dynamic height is computed by dividing the NAVD 88
 CQ1930.geopotential number by the normal gravity value computed on the
 CQ1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1930.degrees latitude (g = 980.6199 gals.).
 CQ1930
 CQ1930.The modeled gravity was interpolated from observed gravity values.
 CQ1930
 CQ1930;                    North         East    Units  Estimated Accuracy
 CQ1930;SPC LA N     -   242,630.      883,210.      MT  (+/- 180 meters Scaled)
 CQ1930
 CQ1930                          SUPERSEDED SURVEY CONTROL
 CQ1930
 CQ1930  NGVD 29 (??/??/??)   61.078  (m)          200.39   (f) ADJUSTED    1 2
 CQ1930
 CQ1930.Superseded values are not recommended for survey control.
 CQ1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1930.See file dsdata.txt to determine how the superseded data were derived.
 CQ1930
 CQ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS301163(NAD 83)
 CQ1930_MARKER: N = NAIL
 CQ1930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1930_SP_SET: TREE
 CQ1930_STAMPING: AB
 CQ1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1930
 CQ1930  HISTORY     - Date     Condition        Report By
 CQ1930  HISTORY     - UNK      MONUMENTED       CGS
 CQ1930  HISTORY     - 1960     GOOD             CGS
 CQ1930  HISTORY     - 1976     MARK NOT FOUND   USGS
 CQ1930  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1930
 CQ1930                          STATION DESCRIPTION
 CQ1930
 CQ1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1930'1.0 MI S FROM BENTON.
 CQ1930'1.0 MILE SOUTH ALONG STATE HIGHWAY 3 FROM ST. LOUIS SOUTHWESTERN
 CQ1930'RAILROAD STATION AT BENTON, 68 FEET EAST OF CENTER LINE OF STATE
 CQ1930'HIGHWAY 3, 98 FEET NORTHWEST OF NORTHWEST CORNER OF ESSO SERVICE
 CQ1930'STATION, SET IN THE TOP OF SOUTH ROOT OF A 40 INCH SWEET GUM TREE, AND
 CQ1930'ABOUT FLUSH WITH THE GROUND.
 CQ1930
 CQ1930                          STATION RECOVERY (1976)
 CQ1930
 CQ1930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1930'MARK NOT FOUND.
 CQ1930
 CQ1930                          STATION RECOVERY (1987)
 CQ1930
 CQ1930'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CQ1930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2673 ***********************************************************************
 BJ2673  DESIGNATION -  AB
 BJ2673  PID         -  BJ2673
 BJ2673  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2673  USGS QUAD   -  MELVILLE (1994)
 BJ2673
 BJ2673                         *CURRENT SURVEY CONTROL
 BJ2673  ___________________________________________________________________
 BJ2673* NAD 83(1986)-  30 41 54.     (N)    091 43 40.     (W)     SCALED    
 BJ2673* NAVD 88     -         8.66   (+/-2cm)      28.4    (feet)  VERTCON   
 BJ2673  ___________________________________________________________________
 BJ2673  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2673
 BJ2673  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2673
 BJ2673.The horizontal coordinates were scaled from a topographic map and have
 BJ2673.an estimated accuracy of +/- 6 seconds.
 BJ2673
 BJ2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2673.The vertical order pertains to the NGVD 29 superseded value.
 BJ2673
 BJ2673.The geoid height was determined by GEOID03.
 BJ2673
 BJ2673;                    North         East    Units  Estimated Accuracy
 BJ2673;SPC LA S     -   243,740.      962,210.      MT  (+/- 180 meters Scaled)
 BJ2673
 BJ2673                          SUPERSEDED SURVEY CONTROL
 BJ2673
 BJ2673  NGVD 29 (??/??/??)    8.667  (m)           28.43   (f) ADJUSTED    1 2
 BJ2673
 BJ2673.Superseded values are not recommended for survey control.
 BJ2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2673.See file dsdata.txt to determine how the superseded data were derived.
 BJ2673
 BJ2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP218968(NAD 83)
 BJ2673_MARKER: N = NAIL
 BJ2673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2673_SP_SET: TREE
 BJ2673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2673
 BJ2673  HISTORY     - Date     Condition        Report By
 BJ2673  HISTORY     - UNK      MONUMENTED       CGS
 BJ2673  HISTORY     - 1966     GOOD             CGS
 BJ2673
 BJ2673                          STATION DESCRIPTION
 BJ2673
 BJ2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2673'1.15 MI NE FROM MELVILLE.
 BJ2673'58.8 FEET SOUTH OF BENCH MARK N 234, A COPPER NAIL AND WASHER STAMPED
 BJ2673'AB AND SET IN THE SOUTH ROOT OF A 30-INCH SYCAMORE TREE.  ONLY DESC.
 BJ2673'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0590 ***********************************************************************
 AV0590  DESIGNATION -  ABBEVILLE
 AV0590  PID         -  AV0590
 AV0590  STATE/COUNTY-  LA/VERMILION
 AV0590  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0590
 AV0590                         *CURRENT SURVEY CONTROL
 AV0590  ___________________________________________________________________
 AV0590* NAD 83(1992)-  29 58 28.45228(N)    092 07 20.52784(W)     ADJUSTED  
 AV0590* NAVD 88     -         3.82   (+/-2cm)      12.5  **(feet)  VERTCON   
 AV0590  **This station is located in a subsidence area (see below).
 AV0590  ___________________________________________________________________
 AV0590  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0590  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AV0590
 AV0590  HORZ ORDER  -  FIRST
 AV0590  VERT ORDER  -  THIRD ? (See Below)
 AV0590
 AV0590.The horizontal coordinates were established by classical geodetic methods
 AV0590.and adjusted by the National Geodetic Survey in January 1993..
 AV0590
 AV0590 ** The orthometric height has not been validated since last determined
 AV0590 ** by differential leveling and should not be used for control purposes.
 AV0590 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0590 ** area with valid NAVD 88 orthometric heights.
 AV0590 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0590 ** epoch indicated which incorporates improved geoid heights for the
 AV0590 ** Southern Louisiana Subsidence area.
 AV0590 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0590.The vertical order pertains to the NGVD 29 superseded value.
 AV0590
 AV0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0590
 AV0590.The geoid height was determined by GEOID03.
 AV0590
 AV0590;                    North         East     Units Scale Factor Converg.
 AV0590;SPC LA S     -   163,709.817   923,855.744   MT  0.99992585   -0 23 40.3
 AV0590;SPC LA S     -   537,104.62  3,031,016.72   sFT  0.99992585   -0 23 40.3
 AV0590;UTM  15      - 3,316,291.513   584,668.737   MT  0.99968844   +0 26 18.6
 AV0590
 AV0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0590!SPC LA S     -   1.00000361  x   0.99992585  =   0.99992946
 AV0590!UTM  15      -   1.00000361  x   0.99968844  =   0.99969205
 AV0590
 AV0590|---------------------------------------------------------------------|
 AV0590| PID    Reference Object                     Distance      Geod. Az  |
 AV0590|                                                           dddmmss.s |
 AV0590| CV8690 ABBEVILLE RM 3                       30.126 METERS 02259     |
 AV0590| CV8693 ABBEVILLE RM 6                       17.828 METERS 03513     |
 AV0590| AV0594 ERATH MUN WATER TANK                APPROX. 8.7 KM 1025333.0 |
 AV0590| AV0589 ERATH CATHOLIC CHURCH STEEPLE       APPROX. 8.7 KM 1053004.2 |
 AV0590| AV0595 ERATH RM 3                          APPROX. 8.7 KM 1061831.4 |
 AV0590| AV0604 ABBEVILLE MUNICIPAL TANK            143.925 METERS 16928     |
 AV0590| CV8692 ABBEVILLE RM 5                                     1855011.6 |
 AV0590| CV8688 ABBEVILLE RM 1                       30.331 METERS 20329     |
 AV0590| CV8691 ABBEVILLE RM 4                       30.160 METERS 26749     |
 AV0590| AV0621 ABBEVILLE ST MARY MAGD CATH CH      APPROX. 1.5 KM 2704407.2 |
 AV0590| AV0622 ABBEVILLE POWER PLANT TANK          APPROX. 1.5 KM 2725535.6 |
 AV0590| AV0673 KAPLAN RICE MILL STACK              APPROX.16.5 KM 2785438.9 |
 AV0590| AV0672 KAPLAN LIBERTY RICE TANK            APPROX.16.2 KM 2785923.4 |
 AV0590| BK2809 KAPLAN MUNICIPAL TANK 1974          APPROX.17.4 KM 2814430.4 |
 AV0590| BK2806 KAPLAN CABLE TV MAST                APPROX.17.1 KM 2901437.0 |
 AV0590| CV8689 ABBEVILLE RM 2                      116.739 METERS 30639     |
 AV0590|---------------------------------------------------------------------|
 AV0590
 AV0590                          SUPERSEDED SURVEY CONTROL
 AV0590
 AV0590  NAD 83(1986)-  29 58 28.47162(N)    092 07 20.52176(W) AD(       ) 1
 AV0590  NAD 27      -  29 58 27.73040(N)    092 07 20.07113(W) AD(       ) 1
 AV0590  NGVD 29 (07/19/86)    3.83   (m)           12.6    (f) LEVELING    3  
 AV0590
 AV0590.Superseded values are not recommended for survey control.
 AV0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0590.See file dsdata.txt to determine how the superseded data were derived.
 AV0590
 AV0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8466916292(NAD 83)
 AV0590_MARKER: DS = TRIANGULATION STATION DISK
 AV0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0590+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 AV0590
 AV0590  HISTORY     - Date     Condition        Report By
 AV0590  HISTORY     - 1931     MONUMENTED       CGS
 AV0590  HISTORY     - 1936     GOOD             LAGS
 AV0590  HISTORY     - 1948     GOOD             CGS
 AV0590  HISTORY     - 1974     GOOD             NGS
 AV0590  HISTORY     - 19910909 GOOD             USPSQD
 AV0590  HISTORY     - 20040207 GOOD             USPSQD
 AV0590  HISTORY     - 20050601 GOOD             USPSQD
 AV0590
 AV0590                          STATION DESCRIPTION
 AV0590
 AV0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AV0590'STATION IS IN THE NE OUTSKIRTS OF THE TOWN OF ABBEVILLE, IN
 AV0590'SE CORNER OF NEW HIGH SCHOOL GROUNDS, 375 FEET S OF E OF SE
 AV0590'CORNER OF MAIN BRICK SCHOOL BUILDING, 71 FEET N OF CENTER
 AV0590'LINE OF STATE GRAVEL ROAD (ROUTE 144), 33.5 FEET N OF N
 AV0590'EDGE OF CONCRETE SIDEWALK ON N SIDE OF ROAD, AND 75 FEET
 AV0590'W OF CENTER OF A DITCH WHICH IS THE E BOUNDARY OF SCHOOL
 AV0590'GROUNDS.
 AV0590'
 AV0590'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD
 AV0590'BRONZE DISKS SET IN CONCRETE.
 AV0590'
 AV0590'UPPER MARK IS FLUSH WITH THE SURFACE.
 AV0590'
 AV0590'REFERENCE MARK NO. 1 PROJECTS 3 INCHES ABOVE THE SURFACE.
 AV0590'IT IS ON THE S SIDE OF ROAD (ROUTE 144), IN A WIRE FENCE
 AV0590'LINE WHICH MARKS THE RIGHT-OF-WAY OF HIGHWAY ON THE S, 96
 AV0590'FEET W OF CENTER OF A LARGE DRAINAGE DITCH, 26 FEET S OF
 AV0590'CENTER LINE OF ROAD, AND 99.59 FEET FROM STATION S 23 DEG 22 MIN W.
 AV0590'
 AV0590'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN CONCRETE
 AV0590'IN THE TOP OF SEAT RAIL ON S SIDE OF STEPS TO E ENTRANCE
 AV0590'OF MAIN SCHOOL BUILDING, 7 FEET E OF WALL OF BUILDING, 5.3
 AV0590'FEET S OF CENTER OF ENTRANCE, AND 383.0 FEET FROM STATION
 AV0590'N 53 DEG 21 MIN W.
 AV0590'
 AV0590'THE FOLLOWING AZIMUTHS ARE FROM THE STATION--ABBEVILLE,
 AV0590'MADALINE CATHOLIC CHURCH STEEPLE, N 89 DEG 16 MIN W.
 AV0590'ABBEVILLE, POWER PLANT TANK, N 87 DEG 05 MIN W.
 AV0590
 AV0590                          STATION RECOVERY (1936)
 AV0590
 AV0590'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AV0590'STATION RECOVERED.  ORIGINAL DESCRIPTION IS CORRECT.
 AV0590
 AV0590                          STATION RECOVERY (1948)
 AV0590
 AV0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0590'STATION AND BOTH REFERENCE MARKS RECOVERED.  COMPLETE NEW
 AV0590'DESCRIPTION FOLLOWS--
 AV0590'
 AV0590'STATION IS LOCATED IN THE NE PART OF THE CITY OF ABBEVILLE,
 AV0590'IN THE SE CORNER OF THE PUBLIC SCHOOL GROUNDS, 116 FEET
 AV0590'SE OF THE SE CORNER OF THE SE SCHOOL BUILDING, 33.5 FEET
 AV0590'N OF THE N EDGE OF THE N SIDEWALK ALONG PRAIRIE AVENUE,
 AV0590'52 FEET W OF THE CENTER LINE OF A N-S STREET, AND 15 FEET
 AV0590'NE OF THE NE EDGE OF A SIDEWALK LEADING TO THE SCHOOL BUILDING.
 AV0590'
 AV0590'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT
 AV0590'IS STAMPED ABBEVILLE 1931 AND PROJECTS 6 INCHES ABOVE GROUND.
 AV0590'
 AV0590'REFERENCE MARK 1 WAS RECOVERED.  A CONCRETE WALK HAS BEEN
 AV0590'BUILT AROUND THE MARK AND IT WAS REPORTED NOT TO HAVE BEEN
 AV0590'MOVED DURING THE CONSTRUCTION OF THE WALK.  THE MARK IS
 AV0590'ON THE S SIDE OF PRAIRIE AVENUE, IN THE CONCRETE WALK IN
 AV0590'FRONT OF SCHEXNAIDERS STORE.  IT IS A BRONZE REFERENCE DISK
 AV0590'SET IN CONCRETE.  IT IS STAMPED ABBEVILLE NO 1 1931 AND
 AV0590'PROJECTS 1 INCH ABOVE THE WALK.
 AV0590'
 AV0590'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED IN 1931.  THE
 AV0590'SE SCHOOL BUILDING, BUILT IN 1939, IS BETWEEN THE STATION
 AV0590'AND THIS REFERENCE MARK.
 AV0590'
 AV0590'TWO NEW REFERENCE MARKS, NOS. 3 AND 4, WERE SET.
 AV0590'
 AV0590'REFERENCE MARK 3 IS N OF THE STATION, 121 FEET E OF THE
 AV0590'E SIDE OF THE SE SCHOOL BUILDING, 36 FEET N OF THE EXTENSION
 AV0590'OF THE S SIDE OF THE BUILDING, 32 FEET W OF THE CENTER LINE
 AV0590'OF THE STREET, AND 3 FEET W OF THE EXTENSION OF A FENCE LINE.
 AV0590'IT IS A BRONZE REFERENCE DISK, SET IN CONCRETE, STAMPED
 AV0590'ABBEVILLE NO 3 1931, AND PROJECTS 3 INCHES.
 AV0590'
 AV0590'REFERENCE MARK 4 IS W OF THE STATION, 81.5 FEET S OF THE
 AV0590'SE CORNER OF THE SE SCHOOL BUILDING, 3 FEET E OF THE EXTENSION
 AV0590'OF THE E SIDE OF THE BUILDING, AND 12.7 FEET N OF THE N
 AV0590'EDGE OF THE SIDEWALK.  IT IS A BRONZE REFERENCE DISK, SET
 AV0590'IN CONCRETE, STAMPED ABBEVILLE NO 4 1931, AND PROJECTS 2 INCHES.
 AV0590'
 AV0590'THE CATHOLIC CHURCH SPIRE AND POWER PLANT TANK ARE NOT VISIBLE
 AV0590'FROM THE STATION.
 AV0590
 AV0590                          STATION RECOVERY (1974)
 AV0590
 AV0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0590'THE STATION, REFERENCE MARKS 1, 2 AND 4 WERE RECOVERED IN
 AV0590'GOOD CONDITION.  THE REFERENCE MARK 3 MONUMENT WAS RECOVERED
 AV0590'BUT THE TOP HAS BEEN KNOCKED OFF AND THE DISK WAS NOT RECLAIMED
 AV0590'AT THIS TIME.  THE OBSERVED DIRECTION TO REFERENCE MARK 2
 AV0590'USING 2 INTERSECTION STATIONS CHECKED THE 1931 LIST OF
 AV0590'DIRECTIONS.  NO MEASUREMENT COULD BE MADE TO IT DUE TO A SCHOOL
 AV0590'BUILDING ON LINE.  THE OBSERVED DIRECTION BETWEEN
 AV0590'REFERENCE MARKS 1 AND 4 CHECKED THE BOXSCORE OF A 1948
 AV0590'DESCRIPTION (NO 1948 LIST OF DIRECTION WAS AVALIABLE AT
 AV0590'THIS TIME).  THE DISTANCE TO REFERENCE MARK 4 CHECKED THE
 AV0590'1948 MEASUREMENT BUT THE DISTANCE TO REFERENCE MARK 1
 AV0590'WAS FOUND SHORTER BY 0.024 METERS.  A REFERENCE MARK 5
 AV0590'WAS ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 AV0590'FOLLOWS.
 AV0590'
 AV0590'THE STATION IS IN THE NORTHEAST SECTION OF ABBEVILLE, ABOUT
 AV0590'1/10 MILE NORTH OF THE ABBEVILLE MUNICIPAL WATER TANK, IN
 AV0590'THE NORTHWEST ANGLE OF THE INTERSECTION OF NORTH GERTRUDE
 AV0590'STREET AND PRAIRIE AVENUE, IN THE SOUTHWEST CORNER OF THE
 AV0590'ABBEVILLE JUNIOR HIGH SCHOOL GROUNDS AND ON PROPERTY OWNED
 AV0590'BY THE VERMILION PARISH SCHOOL BOARD.
 AV0590'
 AV0590'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE
 AV0590'SQUARE IN ABBEVILLE, GO EAST ON CHARITY STREET (BUSINESS
 AV0590'STATE HIGHWAY 14) FOR 0.75 MILE TO THE JUNCTION OF NORTH
 AV0590'GERTRUDE STREET AND REFERENCE MARK 5 IN THE SOUTHEAST ANGLE
 AV0590'OF THE INTERSECTION AS DESCRIBED.  TURN LEFT AND GO NORTH
 AV0590'ON NORTH GERTRUDE STREET FOR 0.15 MILE TO THE JUNCTION OF
 AV0590'PRAIRIE AVENUE AND THE STATION IN THE NORTHWEST ANGLE OF
 AV0590'THE INTERSECTION AS DESCRIBED.
 AV0590'
 AV0590'STATION MARK, STAMPED ABBEVILLE 1931, IS A STANDARD DISK
 AV0590'SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.
 AV0590'IT IS 116 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOL
 AV0590'BUILDING, 89 FEET NORTHWEST OF A MANHOLE COVER IN THE APPROXIMATE
 AV0590'CENTER OF THE INTERSECTION OF NORTH GERTRUDE STREET AND
 AV0590'PRAIRIE AVENUE, 69.5 FEET NORTH OF CENTER OF PRAIRIE AVENUE,
 AV0590'54 FEET WEST OF CENTER OF NORTH GERTRUDE STREET AND 36.5
 AV0590'FEET NORTHWEST OF A FIRE HYDRANT.  (THE 1931 DESCRIPTION
 AV0590'STATES THAT AN UNDERGROUND MARK WAS SET).
 AV0590'
 AV0590'REFERENCE MARK 1, STAMPED ABBEVILLE 1931 NO 1, IS A STANDARD
 AV0590'DISK SET IN A SQUARE CONCRETE POST WHICH IS SURROUNDED BY
 AV0590'A CONCRETE SIDEWALK.  THE MARK PROJECTS ABOUT 2 INCHES ABOVE
 AV0590'THE SIDEWALK.  IT IS 72.5 FEET WEST OF CENTER OF NORTH GERTRUDE
 AV0590'STREET, 27 FEET SOUTH OF CENTER OF PRAIRIE AVENUE AND 5.5
 AV0590'FEET NORTHWEST OF THE NORTHEAST CORNER OF HOUSE NUMBER 1312.
 AV0590'
 AV0590'REFERENCE MARK 2, STAMPED ABBEVILLE 1931 NO 2, IS A STANDARD
 AV0590'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE LEDGE OF A
 AV0590'STAIRWAY ON THE EAST SIDE OF THE MAIN SCHOOL BUILDING.  IT
 AV0590'IS 41.2 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF
 AV0590'THE MAIN SCHOOL BUILDING, 30.2 FEET NORTH-NORTHEAST OF
 AV0590'THE SOUTHEAST CORNER OF THE MAIN SCHOOL BUILDING AND 5.8
 AV0590'FEET SOUTH OF CENTER OF THE STAIRS.
 AV0590'
 AV0590'REFERENCE MARK 4, STAMPED ABBEVILLE NO 4 1931, IS A STANDARD
 AV0590'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 AV0590'1-INCH.  IT IS 82 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 AV0590'SCHOOL BUILDING, 49 FEET NORTH OF CENTER OF PRAIRIE AVENUE,
 AV0590'13.5 FEET WEST OF A 30-INCH OAK TREE AND 2 FEET EAST OF
 AV0590'THE EXTENDED LINE OF THE EAST SIDE OF A SCHOOL BUILDING.
 AV0590'
 AV0590'REFERENCE MARK 5, STAMPED ABBEVILLE 1931 NO 5 1973, IS A
 AV0590'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTH EDGE
 AV0590'OF A CONCRETE SIDEWALK ALONG THE SOUTH SIDE OF CHARITY STREET.
 AV0590'IT IS 31.5 FEET SOUTH OF CENTER OF CHARITY STREET, 23.5
 AV0590'FEET EAST OF CENTER NORTH GERTRUDE STREET AND 4 FEET SOUTHWEST
 AV0590'OF A POWER POLE.
 AV0590'
 AV0590'HEIGHT OF LIGHT ABOVE STATION MARK 126 FEET.
 AV0590'
 AV0590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 AV0590'NORTHEAST SECTION OF ABBEVILLE.
 AV0590
 AV0590                          STATION RECOVERY (1991)
 AV0590
 AV0590'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0590'RECOVERED IN GOOD CONDITION.
 AV0590
 AV0590                          STATION RECOVERY (2004)
 AV0590
 AV0590'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0590'RECOVERED IN GOOD CONDITION.
 AV0590
 AV0590                          STATION RECOVERY (2005)
 AV0590
 AV0590'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0605 ***********************************************************************
 AV0605  DESIGNATION -  ABBEVILLE AIRPORT
 AV0605  PID         -  AV0605
 AV0605  STATE/COUNTY-  LA/VERMILION
 AV0605  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0605
 AV0605                         *CURRENT SURVEY CONTROL
 AV0605  ___________________________________________________________________
 AV0605* NAD 83(1992)-  29 58 20.06765(N)    092 05 01.81583(W)     ADJUSTED  
 AV0605* NAVD 88     -         4.3  **(meters)      14.   **(feet)  VERTCON   
 AV0605  **This station is located in a subsidence area (see below).
 AV0605  ___________________________________________________________________
 AV0605  X           -    -201,072.625 (meters)                     COMP
 AV0605  Y           -  -5,526,117.733 (meters)                     COMP
 AV0605  Z           -   3,167,696.977 (meters)                     COMP
 AV0605  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0605  ELLIP HEIGHT-         -23.02  (meters)          (01/02/04) GPS OBS
 AV0605  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AV0605
 AV0605  HORZ ORDER  -  SECOND
 AV0605  ELLP ORDER  -  FOURTH    CLASS II
 AV0605
 AV0605.This mark is at Abbeville Municipal Airport (0R3)
 AV0605
 AV0605.The horizontal coordinates were established by classical geodetic methods
 AV0605.and adjusted by the National Geodetic Survey in January 1993..
 AV0605
 AV0605 ** The orthometric height has not been validated since last determined
 AV0605 ** by differential leveling and should not be used for control purposes.
 AV0605 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0605 ** area with valid NAVD 88 orthometric heights.
 AV0605 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0605 ** epoch indicated which incorporates improved geoid heights for the
 AV0605 ** Southern Louisiana Subsidence area.
 AV0605 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0605
 AV0605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0605
 AV0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0605
 AV0605.The ellipsoidal height was determined by GPS observations
 AV0605.and is referenced to NAD 83.
 AV0605
 AV0605.The geoid height was determined by GEOID03.
 AV0605
 AV0605;                    North         East     Units Scale Factor Converg.
 AV0605;SPC LA S     -   163,426.681   927,572.365   MT  0.99992587   -0 22 30.9
 AV0605;SPC LA S     -   536,175.70  3,043,210.33   sFT  0.99992587   -0 22 30.9
 AV0605;UTM  15      - 3,316,062.494   588,388.213   MT  0.99969639   +0 27 27.8
 AV0605
 AV0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0605!SPC LA S     -   1.00000362  x   0.99992587  =   0.99992949
 AV0605!UTM  15      -   1.00000362  x   0.99969639  =   0.99970000
 AV0605
 AV0605|---------------------------------------------------------------------|
 AV0605| PID    Reference Object                     Distance      Geod. Az  |
 AV0605|                                                           dddmmss.s |
 AV0605| AV0603 ABBEVILLE AIRPORT RM 3              201.293 METERS 19112     |
 AV0605| AA3628 ABBEVILLE AIRPORT RM 1                6.805 METERS 19841     |
 AV0605| AV0604 ABBEVILLE MUNICIPAL TANK            APPROX. 3.7 KM 2714910.1 |
 AV0605| AV0590 ABBEVILLE                           APPROX. 3.7 KM 2735852.2 |
 AV0605| AV0606 ABBEVILLE AIRPORT RM 2                7.534 METERS 31553     |
 AV0605| AV0977 ABBEVILLE AIRPORT AZ MK             APPROX. 0.5 KM 3330325.8 |
 AV0605|---------------------------------------------------------------------|
 AV0605
 AV0605                          SUPERSEDED SURVEY CONTROL
 AV0605
 AV0605  ELLIP H (01/21/93)  -22.96   (m)                       GP(       ) 4 2
 AV0605  NAD 83(1986)-  29 58 20.08862(N)    092 05 01.80919(W) AD(       ) 2
 AV0605  NAD 27      -  29 58 19.34828(N)    092 05 01.36210(W) AD(       ) 3
 AV0605  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 AV0605
 AV0605.Superseded values are not recommended for survey control.
 AV0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0605.See file dsdata.txt to determine how the superseded data were derived.
 AV0605
 AV0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8838816062(NAD 83)
 AV0605_MARKER: DS = TRIANGULATION STATION DISK
 AV0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0605_SP_SET: CONCRETE POST
 AV0605_STAMPING: ABBEVILLE AIRPORT 1974
 AV0605_MARK LOGO: NGS   
 AV0605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AV0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0605+STABILITY: SURFACE MOTION
 AV0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0605+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AV0605
 AV0605  HISTORY     - Date     Condition        Report By
 AV0605  HISTORY     - 1974     MONUMENTED       NGS
 AV0605  HISTORY     - 19861230 GOOD             LADTD
 AV0605  HISTORY     - 1987     GOOD             NGS
 AV0605
 AV0605                          STATION DESCRIPTION
 AV0605
 AV0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0605'THE STATION IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF ERATH, 2
 AV0605'MILES EAST OF THE CENTER OF ABBEVILLE AND ON THE PROPERTY OF THE
 AV0605'ABBEVILLE AIRPORT.  IT IS LOCATED BETWEEN THE TWO NORTH-SOUTH
 AV0605'RUNWAYS.
 AV0605'
 AV0605'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 BY-PASS
 AV0605'AND STATE HIGHWAY 167 IN ABBEVILLE, GO EASTERLY ON STATE HIGHWAY 14
 AV0605'BY-PASS FOR 3.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 AV0605'NORTHERLY ON A PAVED ROAD FOR 0.2 MILE TO THE MAIN HANGER AT THE
 AV0605'ABBEVILLE MUNICIPAL AIRPORT ON THE RIGHT.  TURN RIGHT AND GO
 AV0605'EASTERLY ON A PAVED ROAD FOR 0.1 MILE TO A RUNWAY.  TURN LEFT
 AV0605'AND GO NORTHERLY ON THE RUNWAY FOR 0.1 MILE TO THE STATION ON THE
 AV0605'RIGHT AS DESCRIBED.  TO REACH THE REFERENCE MARK 3 FROM THIS POINT
 AV0605'GO SOUTHWESTERLY ACROSS THE RUNWAY FOR 0.2 MILE TO THE MARK
 AV0605'SET IN THE CENTER OF A BEACON TOWER.
 AV0605'
 AV0605'STATION MARKS ARE STANDARD DISKS STAMPED ABBEVILLE AIRPORT 1974.
 AV0605'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 AV0605'INCHES BELOW THE GROUND.  THE SURFACE MARK IS SET IN THE TOP OF A
 AV0605'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 82 FEET EAST
 AV0605'OF THE EAST EDGE OF THE RUNWAY AND 23 FEET WEST OF THE CENTER OF A
 AV0605'DRAINAGE DITCH.
 AV0605'
 AV0605'REFERENCE MARK 1, STAMPED ABBEVILLE AIRPORT NO 1 1974, IS A STANDARD
 AV0605'DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 AV0605'IT IS 67 FEET EAST OF THE EAST EDGE OF THE RUNWAY AND 38 FEET WEST
 AV0605'OF THE CENTER OF A DRAINAGE DITCH.
 AV0605'
 AV0605'REFERENCE MARK 2, STAMPED ABBEVILLE AIRPORT NO 2 1974, IS A STANDARD
 AV0605'DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 AV0605'IT IS 73 FEET EAST OF THE EAST EDGE OF THE RUNWAY AND 31 FEET WEST
 AV0605'OF THE CENTER OF THE DRAINAGE DITCH.
 AV0605'
 AV0605'REFERENCE MARK 3, STAMPED ABBEVILLE AIRPORT NO 3 1974, IS A STANDARD
 AV0605'DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 AV0605'IT IS 249 FEET EAST OF THE SOUTHEAST CORNER OF THE MAIN HANGER, 262
 AV0605'FEET EAST OF A POWER POLE WITH TWO TRANSFORMERS ON THE NORTHWEST
 AV0605'SIDE AND SET IN THE CENTER OF A BEACON TOWER PAINTED RED ABOUT 40
 AV0605'FEET IN HEIGHT.
 AV0605'
 AV0605'NOTE--THERE ARE NO OTHER OBJECTS TO MEASURE TO.
 AV0605'
 AV0605'NEAREST TOWN--ABBEVILLE.
 AV0605'
 AV0605'HEIGHT OF LIGHT ABOVE STATION MARK 1.63 METERS.
 AV0605
 AV0605                          STATION RECOVERY (1986)
 AV0605
 AV0605'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 AV0605'ABOUT 5.2 KM (3.25 MI) EASTERLY FROM THE JUNCTION OF US HIGHWAY 167
 AV0605'AND STATE HIGHWAY 14 BYPASS IN ABBEVILLE TO A SIDE ROAD, THENCE NORTH
 AV0605'(LEFT ON PAVED ROAD FOR 0.3 KM (0.20 MI) TO THE MAIN HANGAR AT THE
 AV0605'ABBEVILLE MUNICIPAL AIRPORT ON THE RIGHT, THENCE EAST (RIGHT) ON A
 AV0605'PAVED ROAD THROUGH A GATE FOR 0.2 KM (0.10 MI) TO A NORTH-SOUTH
 AV0605'TAXIWAY THENCE NORTH ON THE TAXIWAY FOR 0.1 KM (0.05 MI) TO THE
 AV0605'STATION ON THE RIGHT BETWEEN THE TAXIWAY AND RUNWAY, 75 METERS (246.1
 AV0605'FT) NORTH-NORTHWEST OF THE CENTER OF THE APPROACH TO THE RUNWAY, 59.7
 AV0605'METERS (195.9 FT) NORTHWEST OF THE CENTER ONE OF THREE METAL CULVERTS
 AV0605'UNDER THE APPROACH AND 36.9 METERS (121.1 FT) EAST-NORTHEAST OF THE
 AV0605'CENTER OF THE TAXIWAY.
 AV0605
 AV0605                          STATION RECOVERY (1987)
 AV0605
 AV0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 AV0605'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AV0605'THE STATION WAS RECOVERED IN GOOD CONDITION USED FOR GPS
 AV0605'OBSERVATIONS.
 AV0605'
 AV0605'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) WEST-NORTHWEST OF ERATH,
 AV0605'3.2 KM (2 MI) EAST OF THE CENTER OF ABBEVILLE ON A PROJECTED LINE
 AV0605'EAST-NORTHEAST FROM A METAL HANGAR BUILDING WITH DOOR FACING RUNWAY.
 AV0605'OWNERSHIP--ABBEVILLE MUNICIPAL AIRPORT.
 AV0605'
 AV0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 AV0605'STATE HIGHWAY 14 BY-PASS IN ABBEVILLE, GO EASTERLY ON HIGHWAY 14 BY
 AV0605'-PASS FOR 5.2 KM (3.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT, NORTH,
 AV0605'ON PAVED ROAD FOR 0.3 KM (0.2 MI) TO THE MAIN HANGAR AT THE
 AV0605'ABBEVILLE MUNICIPAL AIRPORT ON THE RIGHT.  TURN RIGHT, EAST, ON A
 AV0605'PAVED ROAD THROUGH A GATE FOR 0.2 KM (0.1 MI) TO A NORTH-SOUTH
 AV0605'TAXIWAY.  TURN LEFT, NORTH, ON THE TAXIWAY FOR 0.1 KM (0.05 MI) TO
 AV0605'THE STATION ON THE RIGHT BETWEEN THE TAXIWAY AND RUNWAY.
 AV0605'
 AV0605'THE STATION IS A STANDARD NGS DISK
 AV0605'STAMPED---ABBEVILLE AIRPORT 1974---,
 AV0605'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0605'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0605'75 METERS (246 FT) NORTH-NORTHWEST FROM THE CENTER OF APPROACH TO
 AV0605'RUNWAY,
 AV0605'59.7 METERS (196 FT) NORTHWEST FROM THE CENTER ONE OF THREE METAL
 AV0605'CULVERTS UNDER APPROACH,
 AV0605'36.9 METERS (121 FT) EAST-NORTHEAST FROM THE CENTER OF THE TAXIWAY
 AV0605'AND
 AV0605'0.3 METER (1 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 AV0605'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AV0605'STAMPED---ABBEVILLE AIRPORT 1974---,
 AV0605'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AV0605'
 AV0605'DESCRIBED BY LADTD, TYPED BY DEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0977 ***********************************************************************
 AV0977  DESIGNATION -  ABBEVILLE AIRPORT AZ MK
 AV0977  PID         -  AV0977
 AV0977  STATE/COUNTY-  LA/VERMILION
 AV0977  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0977
 AV0977                         *CURRENT SURVEY CONTROL
 AV0977  ___________________________________________________________________
 AV0977* NAD 83(1992)-  29 58 34.97587(N)    092 05 10.51940(W)     ADJUSTED  
 AV0977* NAVD 88     -         4.9  **(meters)      16.   **(feet)  VERTCON   
 AV0977  **This station is located in a subsidence area (see below).
 AV0977  ___________________________________________________________________
 AV0977  X           -    -201,297.476 (meters)                     COMP
 AV0977  Y           -  -5,525,880.600 (meters)                     COMP
 AV0977  Z           -   3,168,094.953 (meters)                     COMP
 AV0977  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0977  ELLIP HEIGHT-         -22.38  (meters)          (01/02/04) GPS OBS
 AV0977  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AV0977
 AV0977  HORZ ORDER  -  THIRD
 AV0977  ELLP ORDER  -  FOURTH    CLASS II
 AV0977
 AV0977.This mark is at Abbeville Municipal Airport (0R3)
 AV0977
 AV0977.The horizontal coordinates were established by GPS observations
 AV0977.and adjusted by the National Geodetic Survey in January 1993..
 AV0977
 AV0977 ** The orthometric height has not been validated since last determined
 AV0977 ** by differential leveling and should not be used for control purposes.
 AV0977 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0977 ** area with valid NAVD 88 orthometric heights.
 AV0977 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0977 ** epoch indicated which incorporates improved geoid heights for the
 AV0977 ** Southern Louisiana Subsidence area.
 AV0977 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0977
 AV0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0977
 AV0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0977
 AV0977.The ellipsoidal height was determined by GPS observations
 AV0977.and is referenced to NAD 83.
 AV0977
 AV0977.The geoid height was determined by GEOID03.
 AV0977
 AV0977;                    North         East     Units Scale Factor Converg.
 AV0977;SPC LA S     -   163,887.225   927,342.067   MT  0.99992584   -0 22 35.3
 AV0977;SPC LA S     -   537,686.67  3,042,454.76   sFT  0.99992584   -0 22 35.3
 AV0977;UTM  15      - 3,316,519.536   588,151.299   MT  0.99969587   +0 27 23.7
 AV0977
 AV0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0977!SPC LA S     -   1.00000351  x   0.99992584  =   0.99992935
 AV0977!UTM  15      -   1.00000351  x   0.99969587  =   0.99969938
 AV0977
 AV0977:                Primary Azimuth Mark                     Grid Az
 AV0977:SPC LA S     -  ABBEVILLE AIRPORT                        153 25 56.7
 AV0977:UTM  15      -  ABBEVILLE AIRPORT                        152 35 57.7
 AV0977
 AV0977|---------------------------------------------------------------------|
 AV0977| PID    Reference Object                     Distance      Geod. Az  |
 AV0977|                                                           dddmmss.s |
 AV0977| AV0605 ABBEVILLE AIRPORT                   APPROX. 0.5 KM 1530321.4 |
 AV0977|---------------------------------------------------------------------|
 AV0977
 AV0977                          SUPERSEDED SURVEY CONTROL
 AV0977
 AV0977  ELLIP H (01/21/93)  -22.32   (m)                       GP(       ) 4 2
 AV0977  NAD 83(1986)-  29 58 34.99622(N)    092 05 10.51324(W) AD(       ) 3
 AV0977  NAD 27      -  29 58 34.25599(N)    092 05 10.06592(W) AD(       ) 3
 AV0977  NGVD 29 (11/20/87)    4.9    (m)           16.     (f) GPS OBS        
 AV0977
 AV0977.Superseded values are not recommended for survey control.
 AV0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0977.See file dsdata.txt to determine how the superseded data were derived.
 AV0977
 AV0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8815116520(NAD 83)
 AV0977_MARKER: DZ = AZIMUTH MARK DISK
 AV0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0977_SP_SET: CONCRETE POST
 AV0977_STAMPING: ABBEVILLE AIRPORT 1974 1986
 AV0977_MARK LOGO: NGS   
 AV0977_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AV0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0977+STABILITY: SURFACE MOTION
 AV0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0977+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1987
 AV0977
 AV0977  HISTORY     - Date     Condition        Report By
 AV0977  HISTORY     - 1986     MONUMENTED       LADTD
 AV0977  HISTORY     - 19861231 GOOD             LADTD
 AV0977  HISTORY     - 19870226 GOOD
 AV0977  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0977
 AV0977                          STATION DESCRIPTION
 AV0977
 AV0977'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 AV0977'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) WEST-NORTHWEST OF ERATH,
 AV0977'3.2 KM (2 MI) EAST OF THE CENTER OF ABBEVILLE AND AT THE ABBVILLE
 AV0977'MUNICIPAL AIRPORT.
 AV0977'OWNERSHIP--ABBEVILLE MUNICIPAL AIRPORT.
 AV0977'
 AV0977'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 AV0977'STATE HIGHWAY 14 BY-PASS IN ABBEVILLE, GO EASTERLY ON HIGHWAY 14
 AV0977'BY-PASS FOR 5.2 KM (3.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT,
 AV0977'NORTH, ON PAVED ROAD FOR 0.3 KM (0.2 MI) TO THE MAIN HANGAR AT THE
 AV0977'ABBEVILLE MUNICIPAL AIRPORT ON THE RIGHT.  TURN RIGHT, EAST, ON A
 AV0977'PAVED ROAD THROUGH A GATE FOR 0.2 KM (0.1 MI) TO A NORTH-SOUTH
 AV0977'TAXIWAY.  TURN LEFT, NORTH, ON THE TAXIWAY FOR 0.6 KM (0.4 MI) TO
 AV0977'THE MARK ON THE LEFT.
 AV0977'
 AV0977'THE STATION IS A STANDARD NGS DISK
 AV0977'STAMPED---ABBEVILLE AIRPORT 1974 1986---,
 AV0977'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0977'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0977'14.5 METERS (47.5 FT) WEST-NORTHWEST FROM THE CENTER OF THE TAXIWAY,
 AV0977'9.9 METERS (32.5 FT) SOUTH FROM A BOUNDARY LIGHT,
 AV0977'5 METERS (16.5 FT) WEST FROM A BOUNDARY LIGHT AND
 AV0977'0.6 METER (2 FT) NORTHEAST FROM A WITNESS POST.
 AV0977'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AV0977'STAMPED---ABBEVILLE AIRPORT 1974 1986---,
 AV0977'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AV0977'
 AV0977'DESCRIBED BY SLC AND TYPED DEW.
 AV0977
 AV0977                          STATION RECOVERY (1986)
 AV0977
 AV0977'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 AV0977'ABOUT 5.2 KM (3.25 MI) EASTERLY FROM THE JUNCTION OF US HIGHWAY 167
 AV0977'AND STATE HIGHWAY 14 BYPASS IN ABBEVILLE TO A SIDE ROAD, THENCE NORTH
 AV0977'ON A PAVED ROAD FOR 0.3 KM (0.20 MI) TO THE MAIN HANGAR AT THE
 AV0977'ABBEVILLE MUNICIPAL AIRPORT ON THE RIGHT, THENCE EAST (RIGHT) ON A
 AV0977'PAVED ROAD THROUGH A GATE FOR 0.2 KM (0.10 MI) TO A NORTH-SOUTH
 AV0977'TAXIWAY THENCE NORTH ON THE TAXIWAY FOR 0.6 KM (0.35 MI) TO THE MARK
 AV0977'ON THE LEFT, 47.5 METERS (155.8 FT) WEST-NORTHWEST OF THE CENTER OF
 AV0977'THE TAXIWAY, 32.5 METERS (106.6 FT) SOUTH OF A BOUNDRY LIGHT AND 1.5
 AV0977'METERS (4.9 FT) WEST OF A BOUNDRY LIGHT.
 AV0977
 AV0977                          STATION RECOVERY (1987)
 AV0977
 AV0977'RECOVERED 1987
 AV0977'RECOVERED IN GOOD CONDITION.
 AV0977
 AV0977                          STATION RECOVERY (2001)
 AV0977
 AV0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0977'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0603 ***********************************************************************
 AV0603  DESIGNATION -  ABBEVILLE AIRPORT RM 3
 AV0603  PID         -  AV0603
 AV0603  STATE/COUNTY-  LA/VERMILION
 AV0603  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0603
 AV0603                         *CURRENT SURVEY CONTROL
 AV0603  ___________________________________________________________________
 AV0603* NAD 83(1992)-  29 58 13.65504(N)    092 05 03.27438(W)     ADJUSTED  
 AV0603* NAVD 88     -         5.   **(meters)      16.   **(feet)  VERTCON   
 AV0603  **This station is located in a subsidence area (see below).
 AV0603  ___________________________________________________________________
 AV0603  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0603  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AV0603
 AV0603  HORZ ORDER  -  SECOND
 AV0603
 AV0603.This mark is at Abbeville Municipal Airport (0R3)
 AV0603
 AV0603.The horizontal coordinates were established by classical geodetic methods
 AV0603.and adjusted by the National Geodetic Survey in January 1993..
 AV0603
 AV0603 ** The orthometric height has not been validated since last determined
 AV0603 ** by differential leveling and should not be used for control purposes.
 AV0603 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0603 ** area with valid NAVD 88 orthometric heights.
 AV0603 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0603 ** epoch indicated which incorporates improved geoid heights for the
 AV0603 ** Southern Louisiana Subsidence area.
 AV0603 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0603
 AV0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0603
 AV0603.The geoid height was determined by GEOID03.
 AV0603
 AV0603;                    North         East     Units Scale Factor Converg.
 AV0603;SPC LA S     -   163,229.498   927,531.972   MT  0.99992588   -0 22 31.7
 AV0603;SPC LA S     -   535,528.78  3,043,077.81   sFT  0.99992588   -0 22 31.7
 AV0603;UTM  15      - 3,315,864.789   588,350.700   MT  0.99969630   +0 27 27.0
 AV0603
 AV0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0603!SPC LA S     -   1.00000343  x   0.99992588  =   0.99992931
 AV0603!UTM  15      -   1.00000343  x   0.99969630  =   0.99969973
 AV0603
 AV0603                          SUPERSEDED SURVEY CONTROL
 AV0603
 AV0603  NAD 83(1986)-  29 58 13.67590(N)    092 05 03.26766(W) AD(       ) 2
 AV0603  NAD 27      -  29 58 12.93534(N)    092 05 02.82045(W) AD(       ) 2
 AV0603  NGVD 29 (07/19/86)    5.     (m)           16.     (f) VERT ANG       
 AV0603
 AV0603.Superseded values are not recommended for survey control.
 AV0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0603.See file dsdata.txt to determine how the superseded data were derived.
 AV0603
 AV0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8835115865(NAD 83)
 AV0603_MARKER: DR = REFERENCE MARK DISK
 AV0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0603_SP_SET: CONCRETE POST
 AV0603_STAMPING: ABBEVILLE AIRPORT NO 3 1974
 AV0603_MARK LOGO: NGS   
 AV0603_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AV0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0603+STABILITY: SURFACE MOTION
 AV0603
 AV0603  HISTORY     - Date     Condition        Report By
 AV0603  HISTORY     - 1974     MONUMENTED       NGS
 AV0603  HISTORY     - 19861231 GOOD             LADTD
 AV0603
 AV0603                          STATION DESCRIPTION
 AV0603
 AV0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0603'THE STATION IS THE CENTER OF THE BASE OF THE ABBEVILLE AIRPORT
 AV0603'BEACON, LOCATED AT THE ABBEVILLE MUNICIPAL AIRPORT ABOUT 3 MILES
 AV0603'EAST OF THE CENTER OF ABBEVILLE.  THE BEACON IS A REVOLVING GREEN
 AV0603'AND WHITE LIGHT SET ATOP A 4 LEGGED STEEL STRUCTURE WHICH IS
 AV0603'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS AN OVER-ALL
 AV0603'HEIGHT OF 50 FEET.
 AV0603'
 AV0603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 14
 AV0603'BY-PASS IN THE EAST EDGE OF ABBEVILLE, GO EAST ON STATE HIGHWAY 14
 AV0603'FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED
 AV0603'ROAD FOR 1.0 MILE TO THE AIRPORT AND THE BEACON.
 AV0603'
 AV0603'A ELECTRONIC DISTANCE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 AV0603'ABBEVILLE AIRPORT 1974, THE DISTANCE BEING (660.40 FEET) OR 201.291
 AV0603'METERS.
 AV0603'
 AV0603'NOTE--ABBEVILLE AIRPORT RM 3 WAS SET IN THE CENTER OF THE BASE OF
 AV0603'THE BEACON AND THE ELECTRONIC DISTANCE MEASUREMENT WAS MADE TO THIS
 AV0603'POINT.
 AV0603
 AV0603                          STATION RECOVERY (1986)
 AV0603
 AV0603'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 AV0603'ABOUT 5.2 KM (3.25 MI) EASTERLY FROM THE JUNCTION OF US HIGHWAY 167
 AV0603'AND STATE HIGHWAY 14 BYPASS IN ABBEVILLE TO A SIDE ROAD, THENCE NORTH
 AV0603'ON PAVED ROAD FOR 0.3 KM (0.20 MI) TO THE MAIN HANGAR AT THE ABBEVILLE
 AV0603'MUMICIPAL AIRPORT WITH THE MARK EAST OF THE HANGAR SET UNDER THE
 AV0603'CENTER OF A BEACON TOWER PAINTED RED ABOUT 40 FEET (12.2 M) IN HIGHT,
 AV0603'79.9 METERS (262.1 FT) EAST OF A POWER POLE WITH TWO TRANSFORMERS AND
 AV0603'75.9 METERS (249.0 FT) EAST OF THE SOUTHEAST CORNER OF THE MAIN
 AV0603'HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0604 ***********************************************************************
 AV0604  DESIGNATION -  ABBEVILLE MUNICIPAL TANK
 AV0604  PID         -  AV0604
 AV0604  STATE/COUNTY-  LA/VERMILION
 AV0604  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0604
 AV0604                         *CURRENT SURVEY CONTROL
 AV0604  ___________________________________________________________________
 AV0604* NAD 83(1992)-  29 58 23.85692(N)    092 07 19.54676(W)     ADJUSTED  
 AV0604* NAVD 88     -                                                        
 AV0604  **This station is located in a subsidence area (see below).
 AV0604  ___________________________________________________________________
 AV0604  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0604  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AV0604
 AV0604  HORZ ORDER  -  THIRD
 AV0604
 AV0604.The horizontal coordinates were established by classical geodetic methods
 AV0604.and adjusted by the National Geodetic Survey in January 1993..
 AV0604
 AV0604 ** The orthometric height has not been validated since last determined
 AV0604 ** by differential leveling and should not be used for control purposes.
 AV0604 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0604 ** area with valid NAVD 88 orthometric heights.
 AV0604 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0604 ** epoch indicated which incorporates improved geoid heights for the
 AV0604 ** Southern Louisiana Subsidence area.
 AV0604 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0604
 AV0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0604
 AV0604.The geoid height was determined by GEOID03.
 AV0604
 AV0604;                    North         East     Units Scale Factor Converg.
 AV0604;SPC LA S     -   163,568.148   923,881.069   MT  0.99992586   -0 23 39.8
 AV0604;SPC LA S     -   536,639.83  3,031,099.81   sFT  0.99992586   -0 23 39.8
 AV0604;UTM  15      - 3,316,150.261   584,696.113   MT  0.99968850   +0 26 19.0
 AV0604
 AV0604                          SUPERSEDED SURVEY CONTROL
 AV0604
 AV0604  NAD 83(1986)-  29 58 23.87630(N)    092 07 19.54061(W) AD(       ) 4
 AV0604  NAD 27      -  29 58 23.13427(N)    092 07 19.09103(W) AD(       ) 3
 AV0604
 AV0604.Superseded values are not recommended for survey control.
 AV0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0604.See file dsdata.txt to determine how the superseded data were derived.
 AV0604
 AV0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8469616150(NAD 83)
 AV0604_MARKER: 53 = ELEVATED TANK
 AV0604
 AV0604  HISTORY     - Date     Condition        Report By
 AV0604  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0604  HISTORY     - 19950912 GOOD             USPSQD
 AV0604
 AV0604                          STATION DESCRIPTION
 AV0604
 AV0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0604'THE STATION IS THE CENTER OF THE VENT ATOP THE ABBEVILLE MUNICIPAL
 AV0604'WATER TANK, LOCATED IN THE EAST EDGE OF ABBEVILLE, IN THE NORTHEAST
 AV0604'ANGLE OF THE INTERSECTION OF N. GERTRUDE AND ST. VICTOR STREETS AND
 AV0604'OWNED BY THE CITY OF ABBEVILLE.  THE TANK IS AN OVAL SHAPED STEEL
 AV0604'STRUCTURE, GREEN IN COLOR, SUPPORTED BY 6 TUBULAR LEGS, HAS THE
 AV0604'LEGEND ABBEVILLE IN BLACK ON THE EAST AND WEST SIDES AND HAS AN
 AV0604'OVER-ALL HEIGHT OF 175 FEET.
 AV0604
 AV0604                          STATION RECOVERY (1995)
 AV0604
 AV0604'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0622 ***********************************************************************
 AV0622  DESIGNATION -  ABBEVILLE POWER PLANT TANK
 AV0622  PID         -  AV0622
 AV0622  STATE/COUNTY-  LA/VERMILION
 AV0622  USGS QUAD   -  ABBEVILLE WEST (1994)
 AV0622
 AV0622                         *CURRENT SURVEY CONTROL
 AV0622  ___________________________________________________________________
 AV0622* NAD 83(1992)-  29 58 30.99992(N)    092 08 17.84526(W)     ADJUSTED  
 AV0622* NAVD 88     -                                                        
 AV0622  **This station is located in a subsidence area (see below).
 AV0622  ___________________________________________________________________
 AV0622  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0622  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AV0622
 AV0622  HORZ ORDER  -  THIRD
 AV0622
 AV0622.The horizontal coordinates were established by classical geodetic methods
 AV0622.and adjusted by the National Geodetic Survey in January 1993..
 AV0622
 AV0622 ** The orthometric height has not been validated since last determined
 AV0622 ** by differential leveling and should not be used for control purposes.
 AV0622 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0622 ** area with valid NAVD 88 orthometric heights.
 AV0622 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0622 ** epoch indicated which incorporates improved geoid heights for the
 AV0622 ** Southern Louisiana Subsidence area.
 AV0622 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0622
 AV0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0622
 AV0622.The geoid height was determined by GEOID03.
 AV0622
 AV0622;                    North         East     Units Scale Factor Converg.
 AV0622;SPC LA S     -   163,798.943   922,319.848   MT  0.99992584   -0 24 09.0
 AV0622;SPC LA S     -   537,397.03  3,025,977.70   sFT  0.99992584   -0 24 09.0
 AV0622;UTM  15      - 3,316,358.284   583,132.075   MT  0.99968526   +0 25 50.0
 AV0622
 AV0622                          SUPERSEDED SURVEY CONTROL
 AV0622
 AV0622  NAD 83(1986)-  29 58 31.01932(N)    092 08 17.83904(W) AD(       ) 4
 AV0622  NAD 27      -  29 58 30.27562(N)    092 08 17.38372(W) AD(       ) 3
 AV0622
 AV0622.Superseded values are not recommended for survey control.
 AV0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0622.See file dsdata.txt to determine how the superseded data were derived.
 AV0622
 AV0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8313216358(NAD 83)
 AV0622_MARKER: 53 = ELEVATED TANK
 AV0622
 AV0622  HISTORY     - Date     Condition        Report By
 AV0622  HISTORY     - 1931     FIRST OBSERVED   CGS
 AV0622  HISTORY     - 1948     GOOD             CGS
 AV0622  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AV0622  HISTORY     - 20050601 MARK NOT FOUND   USPSQD
 AV0622
 AV0622                          STATION DESCRIPTION
 AV0622
 AV0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0622'RECOVERED.  THE STATION IS THE CENTER OF THE ABBEVILLE MUNICIPAL
 AV0622'WATER TANK.  IT IS A CONVENTIONAL ELEVATED WATER TANK SUPPORTED
 AV0622'BY FOUR LEGS WITH A CONICAL TOP AND A BALL AT THE TIP, ABOUT
 AV0622'125 FEET HIGH, AND PAINTED A DULL GRAY COLOR.  THE TANK IS
 AV0622'ABOUT 300 FEET E OF VERMILION RIVER, ABOUT 200 FEET NE OF
 AV0622'PORT STREET (STATE HIGHWAY 25), ABOUT 100 FEET NW OF NORTH
 AV0622'MAIN STREET (FIRST STREET E OF RIVER), AND BEHIND THE ABBEVILLE
 AV0622'POWER PLANT.  THE TANK WAS ERECTED PRIOR TO 1931 BUT THE
 AV0622'EXACT DATE IS NOT KNOWN.  THE POWER PLANT WAS ERECTED IN 1922
 AV0622'AND THE TANK PROBABLY ABOUT THE SAME TIME.
 AV0622
 AV0622                          STATION RECOVERY (2004)
 AV0622
 AV0622'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0622'MARK NOT FOUND.
 AV0622
 AV0622                          STATION RECOVERY (2005)
 AV0622
 AV0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0621 ***********************************************************************
 AV0621  DESIGNATION -  ABBEVILLE ST MARY MAGD CATH CH
 AV0621  PID         -  AV0621
 AV0621  STATE/COUNTY-  LA/VERMILION
 AV0621  USGS QUAD   -  ABBEVILLE WEST (1994)
 AV0621
 AV0621                         *CURRENT SURVEY CONTROL
 AV0621  ___________________________________________________________________
 AV0621* NAD 83(1992)-  29 58 29.06921(N)    092 08 16.02806(W)     ADJUSTED  
 AV0621* NAVD 88     -                                                        
 AV0621  **This station is located in a subsidence area (see below).
 AV0621  ___________________________________________________________________
 AV0621  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0621  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AV0621
 AV0621  HORZ ORDER  -  THIRD
 AV0621
 AV0621.The horizontal coordinates were established by classical geodetic methods
 AV0621.and adjusted by the National Geodetic Survey in January 1993..
 AV0621
 AV0621 ** The orthometric height has not been validated since last determined
 AV0621 ** by differential leveling and should not be used for control purposes.
 AV0621 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0621 ** area with valid NAVD 88 orthometric heights.
 AV0621 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0621 ** epoch indicated which incorporates improved geoid heights for the
 AV0621 ** Southern Louisiana Subsidence area.
 AV0621 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0621
 AV0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0621
 AV0621.The geoid height was determined by GEOID03.
 AV0621
 AV0621;                    North         East     Units Scale Factor Converg.
 AV0621;SPC LA S     -   163,739.156   922,368.142   MT  0.99992585   -0 24 08.1
 AV0621;SPC LA S     -   537,200.88  3,026,136.15   sFT  0.99992585   -0 24 08.1
 AV0621;UTM  15      - 3,316,299.219   583,181.221   MT  0.99968536   +0 25 50.9
 AV0621
 AV0621                          SUPERSEDED SURVEY CONTROL
 AV0621
 AV0621  NAD 83(1986)-  29 58 29.08854(N)    092 08 16.02193(W) AD(       ) 4
 AV0621  NAD 27      -  29 58 28.34677(N)    092 08 15.56943(W) AD(       ) 3
 AV0621
 AV0621.Superseded values are not recommended for survey control.
 AV0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0621.See file dsdata.txt to determine how the superseded data were derived.
 AV0621
 AV0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8318116299(NAD 83)
 AV0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0621+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 AV0621
 AV0621  HISTORY     - Date     Condition        Report By
 AV0621  HISTORY     - 1931     FIRST OBSERVED   CGS
 AV0621  HISTORY     - 1948     GOOD             CGS
 AV0621  HISTORY     - 1974     GOOD             NGS
 AV0621  HISTORY     - 19950912 GOOD             USPSQD
 AV0621  HISTORY     - 20040203 GOOD             USPSQD
 AV0621  HISTORY     - 20050525 GOOD             USPSQD
 AV0621
 AV0621                          STATION DESCRIPTION
 AV0621
 AV0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0621'THE CORRECT NAME OF THIS CHURCH IS ST. MARY MAGDALENE CATHOLIC
 AV0621'CHURCH, NOT MADALINE CATHOLIC CHURCH.  DESCRIPTION OF STATION
 AV0621'FOLLOWS--
 AV0621'
 AV0621'STATION IS AT ABBEVILLE, ABOUT 400 FEET E OF THE STATE HIGHWAY
 AV0621'25 BRIDGE ACROSS THE VERMILION RIVER, ABOUT 100 FEET NE OF
 AV0621'PORT STREET (STATE HIGHWAY 25), ABOUT 125 FEET SE OF NORTH
 AV0621'MAIN STREET (FIRST STREET E OF RIVER).  THE CHURCH IS A LARGE
 AV0621'RED BRICK BUILDING FACING SW TOWARD PORT STREET, WITH A
 AV0621'BELL AND CLOCK TOWER AT THE FRONT CENTER.  THE SQUARE BRICK
 AV0621'TOWER HAS A LOUVERED BELFRY WITH A CLOCK ABOVE ON EACH SIDE.
 AV0621'IT IS ABOUT 75 FEET HIGH AND IS SURMOUNTED BY AN OCTAGONAL
 AV0621'GRAY SLATE SPIRE WITH A BALL AND A CROSS AT THE TIP.  THE
 AV0621'CROSS IS ABOUT 150 FEET ABOVE THE GROUND.  THE STATION IS
 AV0621'PROBABLY THE BASE OF THE CROSS.  THE CHURCH WAS ERECTED
 AV0621'ABOUT 1911.
 AV0621
 AV0621                          STATION RECOVERY (1974)
 AV0621
 AV0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0621'ABBEVILLE MADALINE CATHOLIC CHURCH STEEPLE WAS RECOVERED
 AV0621'AS DESCRIBED IN 1948.
 AV0621
 AV0621                          STATION RECOVERY (1995)
 AV0621
 AV0621'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0621'RECOVERED IN GOOD CONDITION.
 AV0621
 AV0621                          STATION RECOVERY (2004)
 AV0621
 AV0621'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0621'RECOVERED IN GOOD CONDITION.
 AV0621
 AV0621                          STATION RECOVERY (2005)
 AV0621
 AV0621'RECOVERY NOTE BY US POWER SQUADRON 2005 (KMV)
 AV0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1200 ***********************************************************************
 AT1200  DESIGNATION -  ABEL
 AT1200  PID         -  AT1200
 AT1200  STATE/COUNTY-  LA/PLAQUEMINES
 AT1200  USGS QUAD   -  BARATARIA PASS (1993)
 AT1200
 AT1200                         *CURRENT SURVEY CONTROL
 AT1200  ___________________________________________________________________
 AT1200* NAD 83(1992)-  29 17 32.86925(N)    089 54 09.86185(W)     ADJUSTED  
 AT1200* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AT1200  **This station is located in a subsidence area (see below).
 AT1200  ___________________________________________________________________
 AT1200  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AT1200  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AT1200
 AT1200  HORZ ORDER  -  SECOND
 AT1200
 AT1200.The horizontal coordinates were established by classical geodetic methods
 AT1200.and adjusted by the National Geodetic Survey in January 1993..
 AT1200
 AT1200 ** The orthometric height has not been validated since last determined
 AT1200 ** by differential leveling and should not be used for control purposes.
 AT1200 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1200 ** area with valid NAVD 88 orthometric heights.
 AT1200 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1200 ** epoch indicated which incorporates improved geoid heights for the
 AT1200 ** Southern Louisiana Subsidence area.
 AT1200 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1200.The orthometric height was scaled from a topographic map.
 AT1200
 AT1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1200
 AT1200.The geoid height was determined by GEOID03.
 AT1200
 AT1200;                    North         East     Units Scale Factor Converg.
 AT1200;SPC LA S     -    88,709.997 1,138,997.920   MT  1.00000160   +0 42 55.1
 AT1200;SPC LA S     -   291,042.72  3,736,862.34   sFT  1.00000160   +0 42 55.1
 AT1200;UTM  16      - 3,243,885.612   218,009.585   MT  1.00058134   -1 25 16.2
 AT1200
 AT1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1200!SPC LA S     -   1.00000377  x   1.00000160  =   1.00000537
 AT1200!UTM  16      -   1.00000377  x   1.00058134  =   1.00058511
 AT1200
 AT1200:                Primary Azimuth Mark                     Grid Az
 AT1200:SPC LA S     -  CAT BAY LIGHT                            028 04 18.3
 AT1200:UTM  16      -  CAT BAY LIGHT                            030 12 29.6
 AT1200
 AT1200|---------------------------------------------------------------------|
 AT1200| PID    Reference Object                     Distance      Geod. Az  |
 AT1200|                                                           dddmmss.s |
 AT1200| AT1222 CAT BAY LIGHT                       APPROX. 5.4 KM 0284713.4 |
 AT1200| DD7092 ABEL RM 1                            25.500 METERS 06311     |
 AT1200| DD7093 ABEL RM 2                            47.830 METERS 17827     |
 AT1200| AT1173 GRAND ISLE NORTHEAST BASE 2         APPROX. 8.0 KM 2320239.7 |
 AT1200| AT1210 SUGAR CENTRAL CHIMNEY               APPROX. 2.4 KM 2402811.4 |
 AT1200| AT1216 INDEPENDENCE ISLAND HOUSE           APPROX. 3.8 KM 3000620.2 |
 AT1200| AT1226 SHELL ISLAND LIGHT                  APPROX. 6.8 KM 3272034.2 |
 AT1200|---------------------------------------------------------------------|
 AT1200
 AT1200                          SUPERSEDED SURVEY CONTROL
 AT1200
 AT1200  NAD 83(1986)-  29 17 32.88164(N)    089 54 09.87112(W) AD(       ) 2
 AT1200  NAD 27      -  29 17 32.07200(N)    089 54 09.62100(W) AD(       ) 2
 AT1200
 AT1200.Superseded values are not recommended for survey control.
 AT1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1200.See file dsdata.txt to determine how the superseded data were derived.
 AT1200
 AT1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1801043886(NAD 83)
 AT1200_MARKER: DD = SURVEY DISK
 AT1200_SETTING: 0 = UNSPECIFIED SETTING
 AT1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1200
 AT1200  HISTORY     - Date     Condition        Report By
 AT1200  HISTORY     - 1927     MONUMENTED       CGS
 AT1200  HISTORY     - 1934     GOOD             CGS
 AT1200
 AT1200                          STATION DESCRIPTION
 AT1200
 AT1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1200'ON THE WESTERN SHORE OF THE
 AT1200'CHANNEL BETWEEN BARATARIA PASS AND QUATRE BAYOU PASS
 AT1200'KNOWN AS PASS ABEL AND ABOUT ABFAM OF THE INSIDE OF THE CURVE
 AT1200'WHICH FORMS THE WESTERN SHORE.  THE STATION IS MARKED BY A STANDARD
 AT1200'BRONZE DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE
 AT1200'
 AT1200'REFERENCE MARK NO. 1 IS A STANDARD BRONZE SET IN CONCRETE
 AT1200'AT THE TOP OF A
 AT1200'TILE.  IT IS ON AN EXTENSION OF THE LINE BARATARIA
 AT1200'LIGHTHOUSE TO ABEL, ABOUT 20
 AT1200'METERS (66 FEET) FROM THE WESTERN
 AT1200'SHORE OF THE PASS AND 25.50 METERS (83.7 FEET)
 AT1200'FROM THE STATION N 26 DEG 48 MIN E.
 AT1200'
 AT1200'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 AT1200'AT THE TOP OF A
 AT1200'TILE, IS TOWARD THE GULF 47.83 METERS (156.9 FEET)
 AT1200'FROM THE STATION S 1 DEG 33 MIN E. THE MARK PROJECTS ABOUT
 AT1200'10 INCHES ABOVE THE SURFACE OF THE GROUND.  IN 1934 IT WAS
 AT1200'REPORTED THAT THIS STATION HAD BEEN DESTROYED WHEN PASS ABEL WAS
 AT1200'CUT THROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1213 ***********************************************************************
 AT1213  DESIGNATION -  ABEL 2
 AT1213  PID         -  AT1213
 AT1213  STATE/COUNTY-  LA/PLAQUEMINES
 AT1213  USGS QUAD   -  BARATARIA PASS (1993)
 AT1213
 AT1213                         *CURRENT SURVEY CONTROL
 AT1213  ___________________________________________________________________
 AT1213* NAD 83(1992)-  29 17 45.96421(N)    089 54 00.60878(W)     ADJUSTED  
 AT1213* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AT1213  **This station is located in a subsidence area (see below).
 AT1213  ___________________________________________________________________
 AT1213  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AT1213  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AT1213
 AT1213  HORZ ORDER  -  SECOND
 AT1213
 AT1213.The horizontal coordinates were established by classical geodetic methods
 AT1213.and adjusted by the National Geodetic Survey in January 1993..
 AT1213
 AT1213 ** The orthometric height has not been validated since last determined
 AT1213 ** by differential leveling and should not be used for control purposes.
 AT1213 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1213 ** area with valid NAVD 88 orthometric heights.
 AT1213 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1213 ** epoch indicated which incorporates improved geoid heights for the
 AT1213 ** Southern Louisiana Subsidence area.
 AT1213 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1213.The orthometric height was scaled from a topographic map.
 AT1213
 AT1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1213
 AT1213.The geoid height was determined by GEOID03.
 AT1213
 AT1213;                    North         East     Units Scale Factor Converg.
 AT1213;SPC LA S     -    89,116.268 1,139,242.597   MT  1.00000083   +0 42 59.8
 AT1213;SPC LA S     -   292,375.62  3,737,665.09   sFT  1.00000083   +0 42 59.8
 AT1213;UTM  16      - 3,244,282.708   218,269.389   MT  1.00057953   -1 25 12.2
 AT1213
 AT1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1213!SPC LA S     -   1.00000377  x   1.00000083  =   1.00000460
 AT1213!UTM  16      -   1.00000377  x   1.00057953  =   1.00058331
 AT1213
 AT1213                          SUPERSEDED SURVEY CONTROL
 AT1213
 AT1213  NAD 83(1986)-  29 17 45.97651(N)    089 54 00.61797(W) AD(       ) 2
 AT1213  NAD 27      -  29 17 45.16900(N)    089 54 00.36300(W) AD(       ) 2
 AT1213
 AT1213.Superseded values are not recommended for survey control.
 AT1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1213.See file dsdata.txt to determine how the superseded data were derived.
 AT1213
 AT1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1826944283(NAD 83)
 AT1213_MARKER: DD = SURVEY DISK
 AT1213_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1213_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1213
 AT1213  HISTORY     - Date     Condition        Report By
 AT1213  HISTORY     - 1934     MONUMENTED       CGS
 AT1213  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AT1213
 AT1213                          STATION DESCRIPTION
 AT1213
 AT1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1213'ABOUT 2-3/4 MILES NE OF THE
 AT1213'BARATARIA LIGHT, ON A SMALL ISLAND ON THE COAST OF THE GULF
 AT1213'OF MEXICO, 325 METERS (1,066
 AT1213'FEET) W OF PASS JUSTIN, 180 METERS (591 FEET)
 AT1213'E OF PASS ABEL, AND 91 METERS (299 FEET) FROM
 AT1213'THE HIGH WATER LINE OF THE GULF.
 AT1213'
 AT1213'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN TOP
 AT1213'OF TILES WHICH ARE
 AT1213'FASTENED BY MEANS OF CONCRETE TO THE UPPER ENDS OF MARSH.
 AT1213'
 AT1213'REFERENCE MARK NO. 1 IS 19.030 METERS (62.43 FEET) FROM THE STATION
 AT1213'N 71 DEG 09 MIN W.
 AT1213'REFERENCE MARK NO. 2 IS 21.365 METERS (70.10 FEET)
 AT1213'FROM THE STATION N 26 DEG 14 MIN E.
 AT1213'
 AT1213'SURVEYS IN 1955 INDICATE THIS POINT HAS SHIFTED.
 AT1213
 AT1213                          STATION RECOVERY (1955)
 AT1213
 AT1213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1213'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED.  THE
 AT1213'STATION MARK IS NOW ABOUT 10 FEET OFFSHORE AND NO LONGER SOLID.
 AT1213'REFERENCE MARK NO. 2 IS ON THE EDGE OF THE WATER AND IN REASON-
 AT1213'ABLY GOOD CONDITION AT THE PRESENT TIME.  REFERENCE MARK NO. 1
 AT1213'WAS NOT RECOVERED BUT COULD BE BURIED AT THE PRESENT TIME.
 AT1213'
 AT1213'A NEW STATION, ABEL 3 HAS BEEN ESTABLISHED 105.82 FEET (32.238
 AT1213'METERS) NORTH OF ABEL 2.
 AT1213'
 AT1213'ABEL 2 WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1202 ***********************************************************************
 AT1202  DESIGNATION -  ABEL 3
 AT1202  PID         -  AT1202
 AT1202  STATE/COUNTY-  LA/PLAQUEMINES
 AT1202  USGS QUAD   -  BARATARIA PASS (1993)
 AT1202
 AT1202                         *CURRENT SURVEY CONTROL
 AT1202  ___________________________________________________________________
 AT1202* NAD 83(1992)-  29 17 47.01088(N)    089 54 00.56236(W)     ADJUSTED  
 AT1202* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AT1202  **This station is located in a subsidence area (see below).
 AT1202  ___________________________________________________________________
 AT1202  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AT1202  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AT1202
 AT1202  HORZ ORDER  -  SECOND
 AT1202
 AT1202.The horizontal coordinates were established by classical geodetic methods
 AT1202.and adjusted by the National Geodetic Survey in January 1993..
 AT1202
 AT1202 ** The orthometric height has not been validated since last determined
 AT1202 ** by differential leveling and should not be used for control purposes.
 AT1202 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1202 ** area with valid NAVD 88 orthometric heights.
 AT1202 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1202 ** epoch indicated which incorporates improved geoid heights for the
 AT1202 ** Southern Louisiana Subsidence area.
 AT1202 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1202.The orthometric height was scaled from a topographic map.
 AT1202
 AT1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1202
 AT1202.The geoid height was determined by GEOID03.
 AT1202
 AT1202;                    North         East     Units Scale Factor Converg.
 AT1202;SPC LA S     -    89,148.507 1,139,243.447   MT  1.00000077   +0 42 59.8
 AT1202;SPC LA S     -   292,481.39  3,737,667.88   sFT  1.00000077   +0 42 59.8
 AT1202;UTM  16      - 3,244,314.912   218,271.441   MT  1.00057952   -1 25 12.2
 AT1202
 AT1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1202!SPC LA S     -   1.00000377  x   1.00000077  =   1.00000454
 AT1202!UTM  16      -   1.00000377  x   1.00057952  =   1.00058330
 AT1202
 AT1202|---------------------------------------------------------------------|
 AT1202| PID    Reference Object                     Distance      Geod. Az  |
 AT1202|                                                           dddmmss.s |
 AT1202| DD7097 ABEL 3 RM 4                          23.152 METERS 03354     |
 AT1202| DD7094 ABEL 2 RM 2                          28.590 METERS 14150     |
 AT1202| AT1213 ABEL 2                               32.250 METERS 18214     |
 AT1202| DD7095 ABEL 3 AZ MK                                       2602501.1 |
 AT1202| DD7096 ABEL 3 RM 3                          21.931 METERS 30827     |
 AT1202|---------------------------------------------------------------------|
 AT1202
 AT1202                          SUPERSEDED SURVEY CONTROL
 AT1202
 AT1202  NAD 83(1986)-  29 17 47.02326(N)    089 54 00.57153(W) AD(       ) 2
 AT1202  NAD 27      -  29 17 46.21600(N)    089 54 00.31700(W) AD(       ) 2
 AT1202
 AT1202.Superseded values are not recommended for survey control.
 AT1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1202.See file dsdata.txt to determine how the superseded data were derived.
 AT1202
 AT1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1827144315(NAD 83)
 AT1202_MARKER: DS = TRIANGULATION STATION DISK
 AT1202_SETTING: 0 = UNSPECIFIED SETTING
 AT1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1202
 AT1202  HISTORY     - Date     Condition        Report By
 AT1202  HISTORY     - 1955     MONUMENTED       CGS
 AT1202  HISTORY     - 1958     SEE DESCRIPTION  CGS
 AT1202  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AT1202  HISTORY     - 1960     SEE DESCRIPTION  LOCSUR
 AT1202  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1202
 AT1202                          STATION DESCRIPTION
 AT1202
 AT1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1202'THE STATION IS ON THE GRAND TERRE ISLANDS ON THE GULF COAST, ABOUT 7
 AT1202'MILES NORTHEAST OF THE VILLAGE OF
 AT1202'GRAND ISLE AND ABOUT 150 YARDS NORTHEAST OF THE POINT OF LAND
 AT1202'AT THE NORTHEAST SIDE OF PASS ABEL.
 AT1202'
 AT1202'THE STATION MARK, STAMPED ABEL 3 1955, IS A STANDARD DISK SET IN THE
 AT1202'TOP OF AN 8-FOOT LENGTH OF
 AT1202'4-INCH SEWER PIPE THAT PROJECTS 2-1/2 FEET.  IT IS 93 FEET NORTHWEST
 AT1202'OF MEAN HIGH WATER LINE, 3 FEET
 AT1202'NORTH OF A WHITE WITNESS POST 1 FOOT HIGH AND 5 FEET
 AT1202'ABOVE THE WATER.
 AT1202'
 AT1202'REFERENCE MARK NO. 3, STAMPED ABEL 3 NO 3 1955, IS A STANDARD DISK
 AT1202'SET IN THE TOP OF AN
 AT1202'8-FOOT LENGTH OF 4-INCH SEWER PIPE THAT PROJECTS 3 FEET.  IT IS 140
 AT1202'FEET NORTHEAST OF MEAN HIGH WATER, 4 FEET NORTH OF THE SOUTH EDGE
 AT1202'OF THE MANGROVE BUSHES AND 3 FEET ABOVE WATER.
 AT1202'
 AT1202'REFERENCE MARK NO. 4, STAMPED ABEL 3 NO 4 1955, IS A STANDARD
 AT1202'DISK SET IN THE TOP OF AN 8-FOOT LENGTH OF 4-INCH SEWER PIPE THAT
 AT1202'PROJECTS 2-1/2 FEET.  IT IS 4 FEET SOUTH OF THE SOUTH EDGE OF THE
 AT1202'MANGROVE BUSHES AND 4 FEET ABOVE THE WATER.
 AT1202'
 AT1202'ABEL 2 1934 AND REFERENCE MARK NO. 2 1934 ARE IN THE WATER AND IN
 AT1202'DANGER OF BEING LOST IN
 AT1202'THE NEAR FUTURE BUT ARE GIVEN HERE AS ADDITIONAL REFERENCE MARKS.
 AT1202'
 AT1202'ABEL 2 1934 IS THE OLD STATION MARK STAMPED ABEL 2 1934.  IT IS A
 AT1202'STANDARD DISK SET IN THE TOP
 AT1202'OF AN 8-INCH TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE TOP
 AT1202'OF A WOODEN PILE DRIVEN INTO THE
 AT1202'MARSH.  THE MARK IS 10 FEET OFF SHORE, PROJECTS 2
 AT1202'FEET ABOVE THE WATER AND IS A LITTLE LOOSE AT THE PRESENT TIME.
 AT1202'
 AT1202'REFERENCE MARK NO. 2 1934, STAMPED ABEL 2 1934 NO 2, IS A STANDARD
 AT1202'DISK SET IN THE TOP OF AN
 AT1202'8-INCH TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE TOP OF A
 AT1202'WOODEN PIPE DRIVEN INTO THE
 AT1202'MARSH.  IT IS ON THE MEAN HIGH WATER LINE AND PROJECTS 1-1/2 FEET.
 AT1202'
 AT1202'THE AZIMUTH MARK, STAMPED ABEL 3 1955, IS A STANDARD DISK SET IN THE
 AT1202'TOP OF AN 8-FOOT LENGTH
 AT1202'OF 4-INCH SEWER PIPE THAT PROJECTS 2-1/2 FEET.  IT IS ON THE
 AT1202'SOUTHWEST SIDE OF PASS ABEL, 100
 AT1202'FEET EAST-NORTHEAST OF THE MOUTH OF A NARROW CANAL,
 AT1202'50 FEET NORTHWEST OF A SHACK, 35 FEET SOUTH OF THE
 AT1202'SHORELINE AND 3 FEET NORTH OF
 AT1202'A BLACK WITNESS POST THAT PROJECTS 3 FEET.  A BOAT IS NEEDED TO REACH
 AT1202'THE AZIMUTH MARK FROM THE STATION.
 AT1202'
 AT1202'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 AT1202
 AT1202                          STATION RECOVERY (1958)
 AT1202
 AT1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FPM)
 AT1202'THE STATION MARK, STAMPED ABEL 3 1955 WAS FOUND IN A FIVE (5) FOOT
 AT1202'LENGTH OF 4-INCH SEWER PIPE LYING ON
 AT1202'THE BEACH ABOUT 75-FEET SOUTHEAST OF THE MEAN HIGH WATER MARK.  NO
 AT1202'ATTEMPT WAS MADE TO LOCATE THE
 AT1202'REMAINING 3 FEET OF PIPE SINCE THE 5 FOOT PIPE WAS FOUND UNDER-WATER.
 AT1202'A 2 INCH BY 2 INCH BY 10 FOOT STAKE WAS
 AT1202'FOUND AT THE APPARENT LOCATION OF THE BASE.
 AT1202'
 AT1202'REFERENCE MARK NO. 3, STAMPED ABEL 3 NO. 3 1955 WAS FOUND SET IN
 AT1202'4-INCH SEWER PIPE THAT PROJECTED 1
 AT1202'1/2 FEET.  THE STATION WAS AT MEAN HIGH WATER MARK.  THE REFERENCE
 AT1202'MARK IS A LITTLE LOOSE AND HAD BEEN
 AT1202'DISTURBED.  A 16 FOOT HIGH WOODEN PLATFORM WAS CONSTRUCTED
 AT1202'OVER THIS REFERENCE MARK.
 AT1202'
 AT1202'REFERENCE MARK NO. 4, STAMPED ABEL 3 NO. 4 1955 WAS FOUND IN A 5
 AT1202'FOOT LENGTH OF 4-INCH SEWER PIPE
 AT1202'BURIED UNDER 1-1/2 FEET OF SAND.  THE BASE OF THE PIPE WAS FOUND AND
 AT1202'A 1-INCH BY 2-INCH BY 5-FOOT WOODEN
 AT1202'STAKE WAS PLACED AT THIS LOCATION.  THE BASE WAS AT THE
 AT1202'MEAN HIGH WATER MARK.
 AT1202'
 AT1202'THE AZIMUTH MARK FOR THIS STATION WAS NOT FOUND.
 AT1202'
 AT1202'ABEL 2 1934 AND REFERENCE MARK NO. 2 1934 WERE NOT FOUND.
 AT1202
 AT1202                          STATION RECOVERY (1959)
 AT1202
 AT1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (EHP)
 AT1202'STATION DISTURBED.  THE 4-INCH SEWER PIPE IN WHICH STATION IS SET NOW
 AT1202'LEANS ABOUT 6
 AT1202'INCHES TO NORTH.  STATION PROJECTS ABOUT 3 FEET AND IS
 AT1202'NOW BETWEEN HIGH AND LOW WATER LINES.
 AT1202'
 AT1202'A CANAL (NOW SILTED-IN) WAS DREDGED ALONG THE
 AT1202'ISLAND FROM WEST TO EAST
 AT1202'AND DESTROYED REFERENCE MARKERS NOS. 3 AND 4. REFERENCE
 AT1202'
 AT1202'MARK NO. 2, 1934, WAS RECOVERED BUT AS IT WAS BELOW WATER SURFACE,
 AT1202'WAS NOT POSITIVELY
 AT1202'IDENTIFIED.  IT IS MARKED WITH A FLAG TIED TO THE MONUMENT.
 AT1202'
 AT1202'A 20-FOOT WOOD TOWER WHICH COULD BE
 AT1202'EASILY REPAIRED, LIES ON ITS SIDE NEAR THE STATION.
 AT1202
 AT1202                          STATION RECOVERY (1960)
 AT1202
 AT1202'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 (JEB)
 AT1202'R.M. 3 WAS FOUND
 AT1202'IN EDGE OF GULF.  ALL OTHER MARKERS ARE IN THE GULF.
 AT1202
 AT1202                          STATION RECOVERY (1965)
 AT1202
 AT1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1202'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE AREA HAS ERODED
 AT1202'BADLY AND IT IS
 AT1202'DOUBTFUL IF ANY OF THE MARKS STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4208 ***********************************************************************
 BJ4208  DESIGNATION -  ABITA LOT
 BJ4208  PID         -  BJ4208
 BJ4208  STATE/COUNTY-  LA/ST TAMMANY
 BJ4208  USGS QUAD   -  COVINGTON (1994)
 BJ4208
 BJ4208                         *CURRENT SURVEY CONTROL
 BJ4208  ___________________________________________________________________
 BJ4208* NAD 83(1992)-  30 26 14.43293(N)    090 02 44.37281(W)     ADJUSTED  
 BJ4208* NAVD 88     -                                                        
 BJ4208  ___________________________________________________________________
 BJ4208  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BJ4208  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ4208
 BJ4208  HORZ ORDER  -  THIRD
 BJ4208
 BJ4208.The horizontal coordinates were established by classical geodetic methods
 BJ4208.and adjusted by the National Geodetic Survey in May 1994..
 BJ4208
 BJ4208
 BJ4208.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4208
 BJ4208.The geoid height was determined by GEOID03.
 BJ4208
 BJ4208;                    North         East     Units Scale Factor Converg.
 BJ4208;SPC LA S     -   215,440.339 1,123,686.291   MT  0.99995466   +0 38 37.9
 BJ4208;SPC LA S     -   706,823.85  3,686,627.44   sFT  0.99995466   +0 38 37.9
 BJ4208;SPC MS W     -   103,936.168   727,632.776   MT  0.99995942   +0 08 44.6
 BJ4208;SPC MS W     -   340,997.24  2,387,241.87   sFT  0.99995942   +0 08 44.6
 BJ4208;UTM  15      - 3,370,956.036   783,743.295   MT  1.00059335   +1 29 51.6
 BJ4208;UTM  16      - 3,371,188.996   207,482.254   MT  1.00065574   -1 32 38.5
 BJ4208
 BJ4208                          SUPERSEDED SURVEY CONTROL
 BJ4208
 BJ4208  NAD 83(1992)-  30 26 14.43330(N)    090 02 44.37240(W) AD(       ) 4
 BJ4208  NAD 83(1986)-  30 26 14.44433(N)    090 02 44.37026(W) AD(       ) 4
 BJ4208  NAD 27      -  30 26 13.74641(N)    090 02 44.09880(W) AD(       ) 3
 BJ4208
 BJ4208.Superseded values are not recommended for survey control.
 BJ4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4208.See file dsdata.txt to determine how the superseded data were derived.
 BJ4208
 BJ4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8374370956(NAD 83)
 BJ4208_MARKER: 57 = LOOKOUT TOWER
 BJ4208
 BJ4208  HISTORY     - Date     Condition        Report By
 BJ4208  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4208
 BJ4208                          STATION DESCRIPTION
 BJ4208
 BJ4208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4208'ABITA LOOKOUT TOWER IS LOCATED ABOUT 3 MILES SOUTH OF ABITA SPRINGS,
 BJ4208'0.2 MILE WEST OF STATE HIGHWAY 59 AND ABOUT 150 FEET NORTH OF AN
 BJ4208'EAST-WEST GRADED ROAD WHICH IS KNOWN LOCALLY AS MORGAN ROAD.
 BJ4208'
 BJ4208'A SQUARE METAL CAB, CONICAL SHAPED ROOF, WINDOWS ON ALL SIDES,
 BJ4208'SUPPORTED BY 4-STEEL CHANNEL LEGS.
 BJ4208'
 BJ4208'CAB IS GREY IN COLOR AND 100 FEET IN HEIGHT.
 BJ4208'
 BJ4208'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1884 ***********************************************************************
 BH1884  DESIGNATION -  ABITA SPRINGS CBL 150
 BH1884  PID         -  BH1884
 BH1884  STATE/COUNTY-  LA/ST TAMMANY
 BH1884  USGS QUAD   -  ST TAMMANY (1994)
 BH1884
 BH1884                         *CURRENT SURVEY CONTROL
 BH1884  ___________________________________________________________________
 BH1884* NAD 83(1986)-  30 27 02.     (N)    089 59 19.     (W)     SCALED    
 BH1884* NAVD 88     -        11.064  (meters)      36.30   (feet)  ADJUSTED  
 BH1884  ___________________________________________________________________
 BH1884  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BH1884  DYNAMIC HT  -          11.050 (meters)      36.25  (feet)  COMP
 BH1884  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BH1884
 BH1884  VERT ORDER  -  FIRST     CLASS II
 BH1884
 BH1884.This mark is at Greater St Tammany Airport (LA08)
 BH1884
 BH1884.The horizontal coordinates were scaled from a topographic map and have
 BH1884.an estimated accuracy of +/- 6 seconds.
 BH1884
 BH1884.The orthometric height was determined by differential leveling
 BH1884.and adjusted by the National Geodetic Survey in February 1994..
 BH1884
 BH1884.The geoid height was determined by GEOID03.
 BH1884
 BH1884.The dynamic height is computed by dividing the NAVD 88
 BH1884.geopotential number by the normal gravity value computed on the
 BH1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1884.degrees latitude (g = 980.6199 gals.).
 BH1884
 BH1884.The modeled gravity was interpolated from observed gravity values.
 BH1884
 BH1884;                    North         East    Units  Estimated Accuracy
 BH1884;SPC LA S     -   216,970.    1,129,150.      MT  (+/- 180 meters Scaled)
 BH1884
 BH1884                          SUPERSEDED SURVEY CONTROL
 BH1884
 BH1884.No superseded survey control is available for this station.
 BH1884
 BH1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU130725(NAD 83)
 BH1884_MARKER: DH = HORIZONTAL CONTROL DISK
 BH1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1884_SP_SET: CONCRETE POST
 BH1884_STAMPING: 150 1986
 BH1884_MARK LOGO: NGS   
 BH1884_PROJECTION: FLUSH
 BH1884_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1884+STABILITY: SURFACE MOTION
 BH1884
 BH1884  HISTORY     - Date     Condition        Report By
 BH1884  HISTORY     - 1986     MONUMENTED       NGS
 BH1884  HISTORY     - 1986     GOOD             NGS
 BH1884  HISTORY     - 19870808 GOOD             NGS
 BH1884
 BH1884                          STATION DESCRIPTION
 BH1884
 BH1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BH1884'5.6 KM (3.5 MI) SE FROM ABITA SPRINGS.
 BH1884'5.6 KM (3.5 MI) SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 BH1884'STATE HIGHWAY 59 IN ABITA SPRINGS, THENCE 0.2 KM (0.1 MI) SOUTH ALONG
 BH1884'THE EAST SIDE OF THE RUNWAY TO THE MARK, 39.3 METERS (129.0 FT) WEST
 BH1884'OF THE CENTER OF A ROAD LEADING TO THE AIRPORT OFFICE, 15.2 METERS
 BH1884'(50.0 FT) EAST OF THE EXTENDED EAST SIDE OF THE RUNWAY.
 BH1884'THE MARK IS 0.45 METERS  E FROM  A WITNESS POST
 BH1884'THE MARK IS 0.91 M BELOW RUNWAY.
 BH1884
 BH1884                          STATION RECOVERY (1987)
 BH1884
 BH1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 BH1884'THIS BASE LINE IS LOCATED ABOUT 56.0 KM (35.0 MI) NORTH OF NEW
 BH1884'ORLEANS, 43.2 KM (27.0 MI) EAST OF HAMMOND AND 38.4 KM (24.0 MI)
 BH1884'NORTHWEST OF SLIDELL AT THE RICHARD PRIVETTE SR. AIRPORT, AT ABITA
 BH1884'SPRINGS.
 BH1884' 
 BH1884'TO REACH THIS BASE LINE FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 59
 BH1884'IN ABITA SPRINGS, GO EAST ON HIGHWAY 36 FOR 5.6 KM (3.5 MI) TO THE
 BH1884'ENTRANCE OF THE AIRPORT AND THE 0 METER POINT ON THE RIGHT. THIS IS A
 BH1884'NORTH-NORTHWEST TO SOUTH-SOUTHEAST BASELINE WITH MARKS AT THE 0, 150,
 BH1884'430 AND 1400 METER POINTS.  ALL MARKS ARE STANDARD TRIANGULATION MARKS
 BH1884'WITH THE EXCEPTION OF THE 1400 METER POINT, WHICH IS A AZIMUTH MARK.
 BH1884'ALL MARKS ARE IN LINE AND RUN PARALLEL TO THE AIRPORT RUNWAY.
 BH1884' 
 BH1884'THE 150 METER POINT IS STAMPED--150 1986--, AND IS LOCATED 59.4 M
 BH1884'(195.0 FT) SOUTHWEST OF A POWER POLE, 39.3 M (129.0 FT) WEST OF THE
 BH1884'THE CENTERLINE OF A GRAVEL ROAD AND 0.6 M (2.0 FT) EAST OF A WITNESS
 BH1884'POST. THE MARK IS FLUSH WITH THE GROUND.
 BH1884' 
 BH1884'FOR ACCESS TO THE BASE LINE AND THE AIRPORT, CONTACT MR. HARVEY HAYDON
 BH1884'(AIRPORT MANAGER), P.O. BOX 616, ABITA SPRINGS, LA  90420, TELEPHONE
 BH1884'504-892-9120.
 BH1884' 
 BH1884'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LOUISIANA STATE
 BH1884'HIGHWAY DEPARTMENT.  FOR FURTHER INFORMATION PLEASE CONTACT MR. BOB
 BH1884'ZURFLUGH, STATE GEODETIC ADVISOR, NGS, LA STATE HWY DEPT., LOCATION
 BH1884'AND SURVEY DIVISION, P.O. BOX 44245 CAPITOL STATION, BATON ROUGE, LA.,
 BH1884'70804, TELEPHONE 504-379-1134
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1885 ***********************************************************************
 BH1885  DESIGNATION -  ABITA SPRINGS CBL 430
 BH1885  PID         -  BH1885
 BH1885  STATE/COUNTY-  LA/ST TAMMANY
 BH1885  USGS QUAD   -  ST TAMMANY (1994)
 BH1885
 BH1885                         *CURRENT SURVEY CONTROL
 BH1885  ___________________________________________________________________
 BH1885* NAD 83(1986)-  30 26 55.     (N)    089 59 19.     (W)     SCALED    
 BH1885* NAVD 88     -        10.632  (meters)      34.88   (feet)  ADJUSTED  
 BH1885  ___________________________________________________________________
 BH1885  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BH1885  DYNAMIC HT  -          10.619 (meters)      34.84  (feet)  COMP
 BH1885  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BH1885
 BH1885  VERT ORDER  -  FIRST     CLASS II
 BH1885
 BH1885.This mark is at Greater St Tammany Airport (LA08)
 BH1885
 BH1885.The horizontal coordinates were scaled from a topographic map and have
 BH1885.an estimated accuracy of +/- 6 seconds.
 BH1885
 BH1885.The orthometric height was determined by differential leveling
 BH1885.and adjusted by the National Geodetic Survey in February 1994..
 BH1885
 BH1885.The geoid height was determined by GEOID03.
 BH1885
 BH1885.The dynamic height is computed by dividing the NAVD 88
 BH1885.geopotential number by the normal gravity value computed on the
 BH1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1885.degrees latitude (g = 980.6199 gals.).
 BH1885
 BH1885.The modeled gravity was interpolated from observed gravity values.
 BH1885
 BH1885;                    North         East    Units  Estimated Accuracy
 BH1885;SPC LA S     -   216,750.    1,129,150.      MT  (+/- 180 meters Scaled)
 BH1885
 BH1885                          SUPERSEDED SURVEY CONTROL
 BH1885
 BH1885.No superseded survey control is available for this station.
 BH1885
 BH1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU129722(NAD 83)
 BH1885_MARKER: DH = HORIZONTAL CONTROL DISK
 BH1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1885_SP_SET: CONCRETE POST
 BH1885_STAMPING: 430 1986
 BH1885_MARK LOGO: NGS   
 BH1885_PROJECTION: FLUSH
 BH1885_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1885+STABILITY: SURFACE MOTION
 BH1885
 BH1885  HISTORY     - Date     Condition        Report By
 BH1885  HISTORY     - 1986     MONUMENTED       NGS
 BH1885  HISTORY     - 1986     GOOD             NGS
 BH1885  HISTORY     - 19870808 GOOD             NGS
 BH1885
 BH1885                          STATION DESCRIPTION
 BH1885
 BH1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BH1885'6.0 KM (3.75 MI) SE FROM ABITA SPRINGS.
 BH1885'5.6 KM (3.5 MI) SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 BH1885'STATE HIGHWAY 59 IN ABITA SPRINGS, THENCE 0.4 KM (0.25 MI) SOUTH ALONG
 BH1885'THE EAST SIDE OF THE RUNWAY TO THE MARK, 15.2 METERS (50.0 FT) EAST OF
 BH1885'THE EAST EDGE OF THE RUNWAY, 38.4 METERS (126.0 FT) WEST OF THE CENTER
 BH1885'OF A ROAD LEADING TO THE AIRPORT OFFICE, 31.3 METERS (103.0 FT)
 BH1885'NORTHEAST OF A VASI LIGHT.
 BH1885'THE MARK IS 0.45 METERS  E FROM  A WITNESS POST
 BH1885'THE MARK IS 0.91 M BELOW RUNWAY.
 BH1885
 BH1885                          STATION RECOVERY (1987)
 BH1885
 BH1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 BH1885'THIS BASE LINE IS LOCATED ABOUT 56.0 KM (35.0 MI) NORTH OF NEW
 BH1885'ORLEANS, 43.2 KM (27.0 MI) EAST OF HAMMOND AND 38.4 KM (24.0 MI)
 BH1885'NORTHWEST OF SLIDELL AT THE RICHARD PRIVETTE SR. AIRPORT, AT ABITA
 BH1885'SPRINGS.
 BH1885' 
 BH1885'TO REACH THIS BASE LINE FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 59
 BH1885'IN ABITA SPRINGS, GO EAST ON HIGHWAY 36 FOR 5.6 KM (3.5 MI) TO THE
 BH1885'ENTRANCE OF THE AIRPORT AND THE 0 METER POINT ON THE RIGHT. THIS IS A
 BH1885'NORTH-NORTHWEST TO SOUTH-SOUTHEAST BASELINE WITH MARKS AT THE 0, 150,
 BH1885'430 AND 1400 METER POINTS.  ALL MARKS ARE STANDARD TRIANGULATION MARKS
 BH1885'WITH THE EXCEPTION OF THE 1400 METER POINT, WHICH IS A AZIMUTH MARK.
 BH1885'ALL MARKS ARE IN LINE AND RUN PARALLEL TO THE AIRPORT RUNWAY.
 BH1885' 
 BH1885'THE 430 METER POINT IS STAMPED--430 1986--, AND IS LOCATED 38.4 M
 BH1885'(126.0 FT) WEST OF THE CENTERLINE OF A GRAVEL ROAD, 33.1 M (108.5 FT)
 BH1885'WEST-SOUTHWEST OF THE WEST END OF A CULVERT, 31.5 M (103.5 FT)
 BH1885'NORTH-NORTHEAST OF THE SOUTH VASI AND 0.5 M (1.5 FT) EAST OF THE
 BH1885'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 BH1885' 
 BH1885'FOR ACCESS TO THE BASE LINE AND THE AIRPORT, CONTACT MR. HARVEY HAYDON
 BH1885'(AIRPORT MANAGER), P.O. BOX 616, ABITA SPRINGS, LA  90420, TELEPHONE
 BH1885'504-892-9120.
 BH1885' 
 BH1885'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LOUISIANA STATE
 BH1885'HIGHWAY DEPARTMENT.  FOR FURTHER INFORMATION PLEASE CONTACT MR. BOB
 BH1885'ZURFLUGH, STATE GEODETIC ADVISOR, NGS, LA STATE HWY DEPT., LOCATION
 BH1885'AND SURVEY DIVISION, P.O. BOX 44245 CAPITOL STATION, BATON ROUGE, LA.,
 BH1885'70804, TELEPHONE 504-379-1134
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3217 ***********************************************************************
 DH3217  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3217  DESIGNATION -  ABLD13 LMS45
 DH3217  PID         -  DH3217
 DH3217  STATE/COUNTY-  LA/POINTE COUPEE
 DH3217  USGS QUAD   -  INNIS (1994)
 DH3217
 DH3217                         *CURRENT SURVEY CONTROL
 DH3217  ___________________________________________________________________
 DH3217* NAD 83(1992)-  30 58 32.33651(N)    091 40 29.04041(W)     ADJUSTED  
 DH3217* NAVD 88     -        21.13 **(meters)      69.3  **(feet)  GPS OBS(2004.65)
 DH3217  **This station is located in a subsidence area (see below).
 DH3217  ___________________________________________________________________
 DH3217  X           -    -159,961.881 (meters)                     COMP
 DH3217  Y           -  -5,471,038.031 (meters)                     COMP
 DH3217  Z           -   3,263,575.975 (meters)                     COMP
 DH3217  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DH3217  ELLIP HEIGHT-          -6.00  (meters)          (05/09/05) GPS OBS
 DH3217  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DH3217
 DH3217  HORZ ORDER  -  B
 DH3217  ELLP ORDER  -  FOURTH    CLASS II
 DH3217
 DH3217.The horizontal coordinates were established by GPS observations
 DH3217.and adjusted by the National Geodetic Survey in May 2005..
 DH3217
 DH3217 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3217 ** and geoid heights are valid at the date of observation. These heights
 DH3217 ** must always be validated when used as control.
 DH3217 ** The orthometric height was determined by GPS observations using
 DH3217 ** precise GPS observation and processing techniques and a new
 DH3217 ** realization of GEOID03. It supersedes the leveled height previously
 DH3217 ** determined for this station.
 DH3217 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3217 ** epoch indicated which incorporates improved geoid heights for the
 DH3217 ** Southern Louisiana Subsidence area.
 DH3217 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3217.The orthometric height was determined by GPS observations and a
 DH3217.high-resolution geoid model using precise GPS observation and
 DH3217.processing techniques.
 DH3217
 DH3217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3217
 DH3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3217
 DH3217.The ellipsoidal height was determined by GPS observations
 DH3217.and is referenced to NAD 83.
 DH3217
 DH3217.The geoid height was determined by GEOID03.
 DH3217
 DH3217;                    North         East     Units Scale Factor Converg.
 DH3217;SPC LA S     -   274,473.320   967,384.309   MT  1.00007024   -0 10 14.5
 DH3217;SPC LA S     -   900,501.22  3,173,826.69   sFT  1.00007024   -0 10 14.5
 DH3217;UTM  15      - 3,427,656.616   626,555.462   MT  0.99979756   +0 40 55.8
 DH3217
 DH3217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3217!SPC LA S     -   1.00000094  x   1.00007024  =   1.00007118
 DH3217!UTM  15      -   1.00000094  x   0.99979756  =   0.99979850
 DH3217
 DH3217                          SUPERSEDED SURVEY CONTROL
 DH3217
 DH3217.No superseded survey control is available for this station.
 DH3217
 DH3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2655527657(NAD 83)
 DH3217_MARKER: DD = SURVEY DISK
 DH3217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3217_STAMPING: ABLD 13
 DH3217_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3217+STABILITY: SURFACE MOTION
 DH3217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3217+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 DH3217
 DH3217  HISTORY     - Date     Condition        Report By
 DH3217  HISTORY     - UNK      MONUMENTED       USACE
 DH3217  HISTORY     - 20030602 GOOD             3001
 DH3217
 DH3217                          STATION DESCRIPTION
 DH3217
 DH3217'DESCRIBED BY 3001, INC 2003 (MH)
 DH3217'THE STATION IS LOCATED INPOINT COUPEE PARISH, 3.4 MILES NORTHEAST OF
 DH3217'LETTSWORTH, LA 1.9  MILES SOUTH OF OLD RIVER LOCKS, AND 6.7 MILES
 DH3217'NORTH OF INNIS, LA
 DH3217' 
 DH3217'OWNERSHIP- COE
 DH3217' 
 DH3217'TO REACH THE STATION FROM THE INTERSECTION OF HWY 15 AND HWY 418 AT
 DH3217'TORRAS, LA GO 1.47  MILES SOUTHEAST ALONG TOOP OF MISSISSIPPI RIVER
 DH3217'LEVEE AND MARK ON TOP CENTERLINE OF  LEVEE AT STATION 283+40.39
 DH3217' 
 DH3217'THE STATION IS AN COE ALUMN. CAP SET IN CONCRETE, 0.6IN BELOW GROUND,
 DH3217'STAMPED ABLD 13=  LMS 45 1983, SET IN CENTERLINE OF LEVEE, ABOUT 150'
 DH3217'EAST OF CENTERLINE OF HWY 418, 111' EAST  OF FENCELINE, 350'  NORTH OF
 DH3217'RAMP OVER LEVEE LEADING TO RED RIVER LANDING GAGE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5102 ***********************************************************************
 BJ5102  DESIGNATION -  ABLE
 BJ5102  PID         -  BJ5102
 BJ5102  STATE/COUNTY-  LA/IBERVILLE
 BJ5102  USGS QUAD   -  BAYOU SORREL (1992)
 BJ5102
 BJ5102                         *CURRENT SURVEY CONTROL
 BJ5102  ___________________________________________________________________
 BJ5102* NAD 83(1992)-  30 08 23.63675(N)    091 18 28.28494(W)     ADJUSTED  
 BJ5102* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 BJ5102  ___________________________________________________________________
 BJ5102  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ5102  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ5102
 BJ5102  HORZ ORDER  -  FIRST
 BJ5102  VERT ORDER  -  THIRD ? (See Below)
 BJ5102
 BJ5102.The horizontal coordinates were established by classical geodetic methods
 BJ5102.and adjusted by the National Geodetic Survey in January 1993..
 BJ5102
 BJ5102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5102.The vertical order pertains to the NGVD 29 superseded value.
 BJ5102
 BJ5102.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5102
 BJ5102.The geoid height was determined by GEOID03.
 BJ5102
 BJ5102;                    North         East     Units Scale Factor Converg.
 BJ5102;SPC LA S     -   181,773.871 1,002,454.493   MT  0.99992868   +0 00 45.9
 BJ5102;SPC LA S     -   596,369.78  3,288,886.12   sFT  0.99992868   +0 00 45.9
 BJ5102;UTM  15      - 3,335,496.162   662,985.718   MT  0.99992774   +0 50 59.4
 BJ5102
 BJ5102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5102!SPC LA S     -   1.00000392  x   0.99992868  =   0.99993260
 BJ5102!UTM  15      -   1.00000392  x   0.99992774  =   0.99993166
 BJ5102
 BJ5102:                Primary Azimuth Mark                     Grid Az
 BJ5102:SPC LA S     -  WHITECASTLE WATER TANK                   078 08 58.4
 BJ5102:UTM  15      -  WHITECASTLE WATER TANK                   077 18 44.9
 BJ5102
 BJ5102|---------------------------------------------------------------------|
 BJ5102| PID    Reference Object                     Distance      Geod. Az  |
 BJ5102|                                                           dddmmss.s |
 BJ5102| BJ5097 WHITECASTLE WATER TANK              APPROX.15.9 KM 0780944.3 |
 BJ5102| CV9565 ABLE RM 1                            31.065 METERS 12413     |
 BJ5102| CV9566 ABLE RM 2                            36.805 METERS 22145     |
 BJ5102| CV9564 ABLE AZ MK                                         2481517.0 |
 BJ5102|---------------------------------------------------------------------|
 BJ5102
 BJ5102                          SUPERSEDED SURVEY CONTROL
 BJ5102
 BJ5102  NAD 83(1986)-  30 08 23.65609(N)    091 18 28.28231(W) AD(       ) 1
 BJ5102  NAD 27      -  30 08 22.94153(N)    091 18 27.89473(W) AD(       ) 1
 BJ5102  NGVD 29 (07/19/86)    2.03   (m)            6.7    (f) LEVELING    3  
 BJ5102
 BJ5102.Superseded values are not recommended for survey control.
 BJ5102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5102.See file dsdata.txt to determine how the superseded data were derived.
 BJ5102
 BJ5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6298635496(NAD 83)
 BJ5102_MARKER: P = PIPE CAP
 BJ5102_SETTING: 0 = UNSPECIFIED SETTING
 BJ5102
 BJ5102  HISTORY     - Date     Condition        Report By
 BJ5102  HISTORY     - 1935     MONUMENTED       USE
 BJ5102  HISTORY     - 1946     GOOD             BAKER
 BJ5102  HISTORY     - 1947     GOOD             CGS
 BJ5102  HISTORY     - 1968     MARK NOT FOUND   CGS
 BJ5102
 BJ5102                          STATION DESCRIPTION
 BJ5102
 BJ5102'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BJ5102'ABOUT 11 MILES SW OF PLAQUEMINE, ABOUT 6 MILES ABOVE LITTLE BAYOU
 BJ5102'PIGEON, 2.6 MILES BY ROAD BELOW BAYOU SORREL, ON THE LEFT
 BJ5102'BANK OF THE LOWER GRAND RIVER, APPROXIMATELY 1/2 MILE W OF
 BJ5102'A PROMINENT BEND IN THE LEVEE, 25 YARDS N OF THE LEVEE, 56
 BJ5102'FEET E OF A 4-FOOT TRIANGULAR BLAZED SYCAMORE TREE, 19 FEET
 BJ5102'N OF A 1 1/2-FOOT TRIANGULAR BLAZED SWEET GUM TREE, AND 19
 BJ5102'FEET WSW OF A 3-FOOT OAK TREE WITH TWO TRIANGULAR BLAZES.
 BJ5102'THE STATION IS MARKED BY A BOLT SET IN THE CENTER OF AN
 BJ5102'18-INCH SQUARE CONCRETE SLAB, 4 INCHES THICK, SET 3 FEET
 BJ5102'UNDERGROUND, WHICH IS SURMOUNTED BY A 5-INCH IRON PIPE WITH
 BJ5102'A NEW ORLEANS RIVER DISTRICT (UNSTAMPED) BRONZE CAP.  THE
 BJ5102'MARK PROJECTS 18 INCHES ABOVE THE SURFACE.  REFERENCE MARK
 BJ5102'NO. 1, A STANDARD BRONZE REFERENCE DISK SET AT THE TOP OF
 BJ5102'A SQUARE BLOCK OR POST OF CONCRETE, PROJECTS 2 INCHES,
 BJ5102'IS AT THE BOTTOM OF THE N SLOPE OF THE LEVEE, 167.89
 BJ5102'FEET (51.17 METERS) E OF REFERENCE MARK NO. 2, AND
 BJ5102'101.92 FEET (31.06 METERS) FROM THE STATION
 BJ5102'S 55 DEG 47 MIN E. REFERENCE MARK NO. 2, A STANDARD BRONZE
 BJ5102'REFERENCE DISK SET IN THE TOP OF A SQUARE BLOCK OR POST
 BJ5102'OF CONCRETE, PROJECTS 1 INCH AND IS SET AT THE BOTTOM OF
 BJ5102'THE N SLOPE OF THE LEVEE 120.75 FEET (36.80 METERS) FROM
 BJ5102'THE STATION S 41 DEG 45 MIN W. THE AZIMUTH MARK, A
 BJ5102'STANDARD BRONZE DISK SET IN THE TOP OF A SQUARE BLOCK OR
 BJ5102'POST OF CONCRETE, IS FLUSH WITH THE SURFACE OF THE GROUND
 BJ5102'AND ON THE N SLOPE OF THE LEVEE APPROXIMATELY 0.15 MILE FROM THE
 BJ5102'STATION S 68 DEG 15 MIN W.
 BJ5102
 BJ5102                          STATION RECOVERY (1946)
 BJ5102
 BJ5102'RECOVERY NOTE BY M BAKER JR INCORPORATED 1946 (PJM)
 BJ5102'FOUND WITHOUT DIFFICULTY FROM ORIGINAL DESCRIPTION.
 BJ5102'
 BJ5102'AZIMUTH MARK ALSO FOUND IN GOOD CONDITION AND WITHOUT TROUBLE.
 BJ5102
 BJ5102                          STATION RECOVERY (1947)
 BJ5102
 BJ5102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ5102'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION AND
 BJ5102'REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THIS STATION
 BJ5102'IS THE SAME AS PBM 40 (U.S.E.).
 BJ5102
 BJ5102                          STATION RECOVERY (1968)
 BJ5102
 BJ5102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JFS)
 BJ5102'STATION NOT FOUND.  NONE OF MARKS FOUND.  STATE HIGHWAY 75,
 BJ5102'A PAVED ROAD, NOW PASSES BY THE VICINITY OF THE STATION AND
 BJ5102'MAY HAVE DESTROYED THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3157 ***********************************************************************
 AU3157  DESIGNATION -  ABLE
 AU3157  PID         -  AU3157
 AU3157  STATE/COUNTY-  LA/TERREBONNE
 AU3157  USGS QUAD   -  HOUMA (1980)
 AU3157
 AU3157                         *CURRENT SURVEY CONTROL
 AU3157  ___________________________________________________________________
 AU3157* NAD 83(1992)-  29 33 52.62006(N)    090 44 22.51645(W)     ADJUSTED  
 AU3157* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU3157  **This station is located in a subsidence area (see below).
 AU3157  ___________________________________________________________________
 AU3157  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3157  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU3157
 AU3157  HORZ ORDER  -  FIRST
 AU3157
 AU3157.The horizontal coordinates were established by classical geodetic methods
 AU3157.and adjusted by the National Geodetic Survey in January 1993..
 AU3157
 AU3157 ** The orthometric height has not been validated since last determined
 AU3157 ** by differential leveling and should not be used for control purposes.
 AU3157 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3157 ** area with valid NAVD 88 orthometric heights.
 AU3157 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3157 ** epoch indicated which incorporates improved geoid heights for the
 AU3157 ** Southern Louisiana Subsidence area.
 AU3157 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3157.The orthometric height was scaled from a topographic map.
 AU3157
 AU3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3157
 AU3157.The geoid height was determined by GEOID03.
 AU3157
 AU3157;                    North         East     Units Scale Factor Converg.
 AU3157;SPC LA S     -   118,156.878 1,057,533.830   MT  0.99995454   +0 17 48.8
 AU3157;SPC LA S     -   387,653.02  3,469,592.24   sFT  0.99995454   +0 17 48.8
 AU3157;UTM  15      - 3,272,675.000   718,986.226   MT  1.00019174   +1 06 56.7
 AU3157
 AU3157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3157!SPC LA S     -   1.00000335  x   0.99995454  =   0.99995789
 AU3157!UTM  15      -   1.00000335  x   1.00019174  =   1.00019509
 AU3157
 AU3157:                Primary Azimuth Mark                     Grid Az
 AU3157:SPC LA S     -  HOUMA DUPONT WHOLESALE CO TANK           018 23 11.4
 AU3157:UTM  15      -  HOUMA DUPONT WHOLESALE CO TANK           017 34 03.5
 AU3157
 AU3157|---------------------------------------------------------------------|
 AU3157| PID    Reference Object                     Distance      Geod. Az  |
 AU3157|                                                           dddmmss.s |
 AU3157| AU3159 HOUMA DUPONT WHOLESALE CO TANK      APPROX. 3.8 KM 0184100.2 |
 AU3157| AU3169 HOUMA COURTHOUSE TIP FLAGPOLE       APPROX. 3.9 KM 0253151.2 |
 AU3157| AU3168 HOUMA DUPONT MERCANTILE CO TK       APPROX. 4.1 KM 0280554.9 |
 AU3157| AU1434 ABLE AZ MK                                         0385410.6 |
 AU3157| AU3020 MONTEGUT WATER TANK                 APPROX.20.1 KM 1181615.4 |
 AU3157| AU3163 ASHLAND SUGAR MILL FLAT TOP TK      APPROX. 7.4 KM 1194119.1 |
 AU3157| DD7098 ABLE RM 1                            44.850 METERS 20142     |
 AU3157| DD7099 ABLE RM 2                            34.775 METERS 29649     |
 AU3157|---------------------------------------------------------------------|
 AU3157
 AU3157                          SUPERSEDED SURVEY CONTROL
 AU3157
 AU3157  NAD 83(1986)-  29 33 52.64331(N)    090 44 22.51709(W) AD(       ) 1
 AU3157  NAD 27      -  29 33 51.87109(N)    090 44 22.19067(W) AD(       ) 1
 AU3157
 AU3157.Superseded values are not recommended for survey control.
 AU3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3157.See file dsdata.txt to determine how the superseded data were derived.
 AU3157
 AU3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1898672675(NAD 83)
 AU3157_MARKER: DS = TRIANGULATION STATION DISK
 AU3157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3157
 AU3157  HISTORY     - Date     Condition        Report By
 AU3157  HISTORY     - 1934     MONUMENTED       CGS
 AU3157  HISTORY     - 1938     GOOD             LAGS
 AU3157  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU3157
 AU3157                          STATION DESCRIPTION
 AU3157
 AU3157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3157'ABOUT 2 MILES S OF HOUMA ON THE N BANK OF THE INTRACOASTAL
 AU3157'WATERWAYS CANAL, ON TOP OF A LARGE FILLED-IN AREA WHICH
 AU3157'IS ABOUT 13 FEET HIGHER THAN THE REST OF THE LAND IN THAT
 AU3157'VICINITY, 64 FEET N OF THE N FENCE OF A CATTLE SALTING PEN,
 AU3157'67 FEET E OF A 12-FOOT BANK, AND 140 FEET E OF THE CENTER
 AU3157'LINE OF A ROAD LEADING TO THE STATION.
 AU3157'
 AU3157'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 AU3157'CONCRETE.
 AU3157'
 AU3157'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3157'IS 29 FEET E OF THE CENTER LINE
 AU3157'OF THE ROAD LEADING TO THE STATION, 29 FEET N OF THE BULKHEAD
 AU3157'ON THE N BANK OF THE CANAL, 50 FEET W OF THE ENTRANCE TO
 AU3157'THE CATTLE SALTING PEN, AND 44.850 METERS (147.15 FEET) FROM
 AU3157'THE STATION S 21 DEG 42 MIN W.
 AU3157'
 AU3157'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3157'IS 63 FEET E OF THE CENTER LINE
 AU3157'OF THE ROAD LEADING TO THE STATION, IN THE FILLED-IN AREA,
 AU3157'6 FEET E OF A 4-FOOT BANK, AND 34.775 METERS (114.09 FEET)
 AU3157'FROM THE STATION N 63 DEG 11 MIN W.
 AU3157'
 AU3157'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3157'IS ABOUT 1.0 MILE FROM THE STATION N 38 DEG 54 MIN E.
 AU3157
 AU3157                          STATION RECOVERY (1938)
 AU3157
 AU3157'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1938
 AU3157'ORIGINAL DESCRIPTION IS COMPLETE.  UNABLE TO LOCATE AZIMUTH
 AU3157'MARK.  THERE IS EVIDENCE OF A LARGE LAND-SLIDE IN DESCRIBED
 AU3157'LOCATION, WHICH APPARENTLY UNSEATED MONUMENT AND DROPPED IT
 AU3157'INTO DEEP CANAL.
 AU3157
 AU3157                          STATION RECOVERY (1947)
 AU3157
 AU3157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU3157'STATION NOT RECOVERED.  STATION HAS BEEN DESTROYED BY WORKERS
 AU3157'CULTIVATING AREA.  MONUMENTS WERE FOUND MOVED FROM POSITIONS.
 AU3157'
 AU3157'RECOMMEND STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0152 ***********************************************************************
 AV0152  DESIGNATION -  ABLE=TOPO ABLE
 AV0152  PID         -  AV0152
 AV0152  STATE/COUNTY-  LA/VERMILION
 AV0152  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0152
 AV0152                         *CURRENT SURVEY CONTROL
 AV0152  ___________________________________________________________________
 AV0152* NAD 83(1986)-  29 34 54.     (N)    092 03 26.     (W)     SCALED    
 AV0152* NAVD 88     -         1.23   (+/-2cm)       4.0    (feet)  VERTCON   
 AV0152  ___________________________________________________________________
 AV0152  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AV0152
 AV0152  VERT ORDER  -  THIRD (See Below)
 AV0152
 AV0152.The horizontal coordinates were scaled from a topographic map and have
 AV0152.an estimated accuracy of +/- 6 seconds.
 AV0152
 AV0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0152.The vertical order pertains to the NGVD 29 superseded value.
 AV0152
 AV0152.The geoid height was determined by GEOID03.
 AV0152
 AV0152;                    North         East    Units  Estimated Accuracy
 AV0152;SPC LA S     -   120,120.      929,870.      MT  (+/- 180 meters Scaled)
 AV0152
 AV0152                          SUPERSEDED SURVEY CONTROL
 AV0152
 AV0152  NGVD 29 (??/??/??)    1.242  (m)            4.07   (f) ADJUSTED    3 0
 AV0152
 AV0152.Superseded values are not recommended for survey control.
 AV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0152.See file dsdata.txt to determine how the superseded data were derived.
 AV0152
 AV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN913728(NAD 83)
 AV0152_MARKER: DT = TOPOGRAPHIC STATION DISK
 AV0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0152_STAMPING: ABLE 1948
 AV0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0152+STABILITY: SURFACE MOTION
 AV0152
 AV0152  HISTORY     - Date     Condition        Report By
 AV0152  HISTORY     - 1948     MONUMENTED       CGS
 AV0152  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0152
 AV0152                          STATION DESCRIPTION
 AV0152
 AV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AV0152'9.0 MI E FROM CHENIERE AU TIGRE.
 AV0152'MARK IS ALONG THE GULF COAST 0.7 MILES WEST OF SOUTHWEST PASS, SSE OF
 AV0152'THE SMALL CLUMP OF TREES (LANDMARK), AND ON A SMALL PROMINENT POINT.
 AV0152'MARK IS ON THE SHELL BEACH, 50 FT. NORTH OF THE MHWL OF THE POINT, 13
 AV0152'FT. WEST OF THE MHWL, AND 17 FT. EAST OF THE MHWL.  TOPOGRAPHIC
 AV0152'STATION DISK SET IN TOP OF A 3-FOOT LENGTH OF 8-INCH CONCRETE PIPE
 AV0152'FILLED WITH CONCRETE.  THE MARK PROJECTS 1.6 FT.
 AV0152
 AV0152                          STATION RECOVERY (1966)
 AV0152
 AV0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3192 ***********************************************************************
 DH3192  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3192  DESIGNATION -  ABLMS 434
 DH3192  PID         -  DH3192
 DH3192  STATE/COUNTY-  LA/WEST BATON ROUGE
 DH3192  USGS QUAD   -  BATON ROUGE WEST (1995)
 DH3192
 DH3192                         *CURRENT SURVEY CONTROL
 DH3192  ___________________________________________________________________
 DH3192* NAD 83(1992)-  30 25 46.08517(N)    091 12 25.67677(W)     ADJUSTED  
 DH3192* NAVD 88     -        15.07 **(meters)      49.4  **(feet)  GPS OBS(2004.65)
 DH3192  **This station is located in a subsidence area (see below).
 DH3192  ___________________________________________________________________
 DH3192  X           -    -115,958.143 (meters)                     COMP
 DH3192  Y           -  -5,503,065.713 (meters)                     COMP
 DH3192  Z           -   3,211,508.710 (meters)                     COMP
 DH3192  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DH3192  ELLIP HEIGHT-         -12.15  (meters)          (05/09/05) GPS OBS
 DH3192  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DH3192
 DH3192  HORZ ORDER  -  B
 DH3192  ELLP ORDER  -  FOURTH    CLASS II
 DH3192
 DH3192.The horizontal coordinates were established by GPS observations
 DH3192.and adjusted by the National Geodetic Survey in May 2005..
 DH3192
 DH3192 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3192 ** and geoid heights are valid at the date of observation. These heights
 DH3192 ** must always be validated when used as control.
 DH3192 ** The orthometric height was determined by GPS observations using
 DH3192 ** precise GPS observation and processing techniques and a new
 DH3192 ** realization of GEOID03. It supersedes the leveled height previously
 DH3192 ** determined for this station.
 DH3192 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3192 ** epoch indicated which incorporates improved geoid heights for the
 DH3192 ** Southern Louisiana Subsidence area.
 DH3192 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3192.The orthometric height was determined by GPS observations and a
 DH3192.high-resolution geoid model using precise GPS observation and
 DH3192.processing techniques.
 DH3192
 DH3192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3192
 DH3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3192
 DH3192.The ellipsoidal height was determined by GPS observations
 DH3192.and is referenced to NAD 83.
 DH3192
 DH3192.The geoid height was determined by GEOID03.
 DH3192
 DH3192;                    North         East     Units Scale Factor Converg.
 DH3192;SPC LA S     -   213,879.142 1,012,123.318   MT  0.99995363   +0 03 47.2
 DH3192;SPC LA S     -   701,701.82  3,320,607.92   sFT  0.99995363   +0 03 47.2
 DH3192;UTM  15      - 3,367,740.143   672,182.305   MT  0.99996575   +0 54 29.8
 DH3192
 DH3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3192!SPC LA S     -   1.00000191  x   0.99995363  =   0.99995554
 DH3192!UTM  15      -   1.00000191  x   0.99996575  =   0.99996766
 DH3192
 DH3192                          SUPERSEDED SURVEY CONTROL
 DH3192
 DH3192.No superseded survey control is available for this station.
 DH3192
 DH3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7218267740(NAD 83)
 DH3192_MARKER: DD = SURVEY DISK
 DH3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3192_STAMPING: ABLMS 434
 DH3192_PROJECTION: RECESSED 10 CENTIMETERS
 DH3192_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3192+STABILITY: SURFACE MOTION
 DH3192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3192+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 DH3192
 DH3192  HISTORY     - Date     Condition        Report By
 DH3192  HISTORY     - UNK      MONUMENTED       USACE
 DH3192  HISTORY     - 20030703 GOOD             3001
 DH3192
 DH3192                          STATION DESCRIPTION
 DH3192
 DH3192'DESCRIBED BY 3001, INC 2003 (MH)
 DH3192'THE STATION IS LOCATED IN WEST BATON ROUGE PARISH, PORT ALLEN, LA
 DH3192'ABOUT 4.0 MILES  SOUTH WEST OF BATON ROUGE, LA AND 9.8 MILES NORTH
 DH3192'NORTHEAST OF PLAQUEMINES, LA
 DH3192' 
 DH3192'OWNERSHIP- COE
 DH3192' 
 DH3192'TO REACH THE STATION FROM THE INSIDE OF THE PORT ALLEN LOCKS, GET KEY
 DH3192'FROM LOCK MASTER  AND GO OUT TO HWY 1 AND CROSS OVER BRIDGE (HWY1) AND
 DH3192'GO TO SOUTH SIDE OF LOCKS AND GO  TO GATE ON SOUTHSIDE OF LOCKS AND
 DH3192'PROCEED THEN TO TOP OF LEVEE AND MARK ON TOP OF  CENTERLINE OF LEVEE.
 DH3192' 
 DH3192'THE STATION IS A 3.5' COE BRASS CAP SET IN CONCRETE, 0.3' RECESSED
 DH3192'BELOW GROUND SURFACE, 7'  SOUTHWEST OF END OF CONCRETE ABUTMENT ON TOP
 DH3192'OF CENTERLINE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2511 ***********************************************************************
 CQ2511  DESIGNATION -  ABO RM 1
 CQ2511  PID         -  CQ2511
 CQ2511  STATE/COUNTY-  LA/DE SOTO
 CQ2511  USGS QUAD   -  MANSFIELD (1994)
 CQ2511
 CQ2511                         *CURRENT SURVEY CONTROL
 CQ2511  ___________________________________________________________________
 CQ2511* NAD 83(1986)-  32 00 33.     (N)    093 42 30.     (W)     SCALED    
 CQ2511* NAVD 88     -        94.42   (+/-2cm)     309.8    (feet)  VERTCON   
 CQ2511  ___________________________________________________________________
 CQ2511  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ2511
 CQ2511  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2511
 CQ2511.The horizontal coordinates were scaled from a topographic map and have
 CQ2511.an estimated accuracy of +/- 6 seconds.
 CQ2511
 CQ2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2511.The vertical order pertains to the NGVD 29 superseded value.
 CQ2511
 CQ2511.The geoid height was determined by GEOID03.
 CQ2511
 CQ2511;                    North         East    Units  Estimated Accuracy
 CQ2511;SPC LA N     -   167,970.      885,840.      MT  (+/- 180 meters Scaled)
 CQ2511
 CQ2511                          SUPERSEDED SURVEY CONTROL
 CQ2511
 CQ2511  NGVD 29 (??/??/??)   94.478  (m)          309.97   (f) ADJUSTED    1 2
 CQ2511
 CQ2511.Superseded values are not recommended for survey control.
 CQ2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2511.See file dsdata.txt to determine how the superseded data were derived.
 CQ2511
 CQ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR331416(NAD 83)
 CQ2511_MARKER: DR = REFERENCE MARK DISK
 CQ2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2511_STAMPING: ABO NO 1 1919
 CQ2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2511+STABILITY: SURFACE MOTION
 CQ2511
 CQ2511  HISTORY     - Date     Condition        Report By
 CQ2511  HISTORY     - 1919     MONUMENTED       CGS
 CQ2511
 CQ2511                          STATION DESCRIPTION
 CQ2511
 CQ2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 CQ2511'1 MI E FROM SOUTH MANSFIELD.
 CQ2511'ABOUT 1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CQ2511'STATION AT SOUTH MANSFIELD, DE SOTO PARISH, 7 FEET NORTH OF THE
 CQ2511'FOURTEENTH POLE WEST OF MILEPOST 286, 66.6 FEET EAST OF TRIANGULATION
 CQ2511'STATION ABO, DESCRIBED BELOW, 39 FEET NORTH OF THE NORTH RAIL, AND 15
 CQ2511'FEET EAST OF A WELL-BEATEN PATH ON THE EAST SIDE OF A CREEK.  A
 CQ2511'STANDARD REFERENCE-MARK DISK, STAMPED ABO NO 1 1919 AND SET IN THE TOP
 CQ2511'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2509 ***********************************************************************
 CQ2509  DESIGNATION -  ABO RM 2
 CQ2509  PID         -  CQ2509
 CQ2509  STATE/COUNTY-  LA/DE SOTO
 CQ2509  USGS QUAD   -  MANSFIELD (1994)
 CQ2509
 CQ2509                         *CURRENT SURVEY CONTROL
 CQ2509  ___________________________________________________________________
 CQ2509* NAD 83(1986)-  32 00 33.     (N)    093 42 30.     (W)     SCALED    
 CQ2509* NAVD 88     -        94.62   (+/-2cm)     310.4    (feet)  VERTCON   
 CQ2509  ___________________________________________________________________
 CQ2509  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ2509
 CQ2509  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2509
 CQ2509.The horizontal coordinates were scaled from a topographic map and have
 CQ2509.an estimated accuracy of +/- 6 seconds.
 CQ2509
 CQ2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2509.The vertical order pertains to the NGVD 29 superseded value.
 CQ2509
 CQ2509.The geoid height was determined by GEOID03.
 CQ2509
 CQ2509;                    North         East    Units  Estimated Accuracy
 CQ2509;SPC LA N     -   167,970.      885,840.      MT  (+/- 180 meters Scaled)
 CQ2509
 CQ2509                          SUPERSEDED SURVEY CONTROL
 CQ2509
 CQ2509  NGVD 29 (??/??/??)   94.685  (m)          310.65   (f) ADJUSTED    1 2
 CQ2509
 CQ2509.Superseded values are not recommended for survey control.
 CQ2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2509.See file dsdata.txt to determine how the superseded data were derived.
 CQ2509
 CQ2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR331416(NAD 83)
 CQ2509_MARKER: DR = REFERENCE MARK DISK
 CQ2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2509_STAMPING: ABO NO 2 1919
 CQ2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2509+STABILITY: SURFACE MOTION
 CQ2509
 CQ2509  HISTORY     - Date     Condition        Report By
 CQ2509  HISTORY     - 1919     MONUMENTED       CGS
 CQ2509  HISTORY     - 1941     GOOD             CGS
 CQ2509  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 CQ2509
 CQ2509                          STATION DESCRIPTION
 CQ2509
 CQ2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CQ2509'1.0 MI E FROM SOUTH MANSFIELD.
 CQ2509'ABOUT 1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CQ2509'STATION AT SOUTH MANSFIELD, DE SOTO PARISH, 61 FEET SOUTH-SOUTHWEST OF
 CQ2509'TRIANGULATION STATION ABO, DESCRIBED BELOW, 30.2 FEET SOUTHEAST OF THE
 CQ2509'SOUTHEAST CORNER OF TRESTLE 286.4, AND 33 FEET SOUTH OF THE SOUTH
 CQ2509'RAIL.  A STANDARD REFERENCE-MARK DISK, STAMPED ABO NO 2 1919 AND SET
 CQ2509'IN THE TOP OF A CONCRETE POST.
 CQ2509
 CQ2509                          STATION RECOVERY (1997)
 CQ2509
 CQ2509'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2510 ***********************************************************************
 CQ2510  DESIGNATION -  ABO=U 10
 CQ2510  PID         -  CQ2510
 CQ2510  STATE/COUNTY-  LA/DE SOTO
 CQ2510  USGS QUAD   -  MANSFIELD (1994)
 CQ2510
 CQ2510                         *CURRENT SURVEY CONTROL
 CQ2510  ___________________________________________________________________
 CQ2510* NAD 83(1992)-  32 00 33.44981(N)    093 42 29.13494(W)     ADJUSTED  
 CQ2510* NAVD 88     -        94.56   (+/-2cm)     310.2    (feet)  VERTCON   
 CQ2510  ___________________________________________________________________
 CQ2510  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CQ2510  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ2510
 CQ2510  HORZ ORDER  -  FIRST
 CQ2510  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2510
 CQ2510.The horizontal coordinates were established by classical geodetic methods
 CQ2510.and adjusted by the National Geodetic Survey in January 1993..
 CQ2510
 CQ2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2510.The vertical order pertains to the NGVD 29 superseded value.
 CQ2510
 CQ2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2510
 CQ2510.The geoid height was determined by GEOID03.
 CQ2510
 CQ2510;                    North         East     Units Scale Factor Converg.
 CQ2510;SPC LA N     -   167,978.827   885,866.958   MT  0.99991601   -0 38 19.4
 CQ2510;SPC LA N     -   551,110.53  2,906,381.84   sFT  0.99991601   -0 38 19.4
 CQ2510;UTM  15      - 3,541,684.653   433,122.822   MT  0.99965516   -0 22 31.2
 CQ2510
 CQ2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2510!SPC LA N     -   0.99998920  x   0.99991601  =   0.99990521
 CQ2510!UTM  15      -   0.99998920  x   0.99965516  =   0.99964436
 CQ2510
 CQ2510|---------------------------------------------------------------------|
 CQ2510| PID    Reference Object                     Distance      Geod. Az  |
 CQ2510|                                                           dddmmss.s |
 CQ2510| CX4880 ABO RM                               20.292 METERS 10207     |
 CQ2510| CQ3157 SOUTH                               APPROX. 1.6 KM 2902723.6 |
 CQ2510|---------------------------------------------------------------------|
 CQ2510
 CQ2510                          SUPERSEDED SURVEY CONTROL
 CQ2510
 CQ2510  NAD 83(1986)-  32 00 33.45882(N)    093 42 29.13195(W) AD(       ) 1
 CQ2510  NAD 27      -  32 00 32.87200(N)    093 42 28.47400(W) AD(       ) 1
 CQ2510  NGVD 29 (??/??/??)   94.628  (m)          310.46   (f) ADJUSTED    1 2
 CQ2510
 CQ2510.Superseded values are not recommended for survey control.
 CQ2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2510.See file dsdata.txt to determine how the superseded data were derived.
 CQ2510
 CQ2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3312341685(NAD 83)
 CQ2510_MARKER: DS = TRIANGULATION STATION DISK
 CQ2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2510_STAMPING: 310.380 ABO U 10 1919
 CQ2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2510+STABILITY: SURFACE MOTION
 CQ2510
 CQ2510  HISTORY     - Date     Condition        Report By
 CQ2510  HISTORY     - 1919     MONUMENTED       CGS
 CQ2510  HISTORY     - 1935     GOOD             CGS
 CQ2510  HISTORY     - 1938     GOOD             CGS
 CQ2510  HISTORY     - 1949     GOOD             CGS
 CQ2510  HISTORY     - 1969     GOOD             CGS
 CQ2510
 CQ2510                          STATION DESCRIPTION
 CQ2510
 CQ2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 CQ2510'STATION IS ABOUT 1 MILE S OF MANSFIELD, 1/2 MILE SE OF SOUTH
 CQ2510'MANSFIELD RAILWAY STATION, 1/4 MILE E OF POINT WHERE
 CQ2510'MANSFIELD-BENSON ROAD CROSSES TEXAS AND PACIFIC RAILWAY,
 CQ2510'AND 7.7 METERS (25 FEET) N OF CENTER OF TRACKS, OPPOSITE
 CQ2510'E END OF TRESTLE NO. 286.4.
 CQ2510'
 CQ2510'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2510'DISKS SET IN CONCRETE.
 CQ2510'
 CQ2510'REFERENCE MARK IS 20.290 METERS (66.57 FEET) FROM STATION
 CQ2510'S 77 DEG 53 MIN E.
 CQ2510
 CQ2510                          STATION RECOVERY (1935)
 CQ2510
 CQ2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 CQ2510'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 CQ2510'CONDITION.  THE STATION IS 22.75 FEET N OF N RAIL OF TEXAS
 CQ2510'AND PACIFIC RAILWAY.
 CQ2510'
 CQ2510'REFERENCE MARK NO. 1 (1919) IS 7 FEET N OF 14TH TELEGRAPH POLE
 CQ2510'W OF MILEPOST 286 AND 39 FEET N OF N RAIL AND 15 FEET E OF A
 CQ2510'WELL-BEATEN PATH ON E SIDE OF CREEK.
 CQ2510'
 CQ2510'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 CQ2510'A 14- BY 14 BY 30-INCH CONCRETE PIER, 30.2 FEET SE OF SE CORNER
 CQ2510'OF RAILROAD TRESTLE NO. 286.4, 33 FEET S OF S RAIL AND 18.59
 CQ2510'METERS (60.99 FEET) FROM STATION S 24 DEG 02 MIN W.
 CQ2510'
 CQ2510'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 30.965 METERS
 CQ2510'(101.59 FEET) N 66 DEG 08 MIN E.
 CQ2510'
 CQ2510'TO REACH GO S FROM MANSFIELD ON MANSFIELD-BENSON HIGHWAY
 CQ2510'42, ABOUT 1 MILE TO CROSSING OF TEXAS AND PACIFIC RAILROAD,
 CQ2510'THENCE E DOWN RAILROAD RIGHT-OF-WAY 1/4 MILE TO STATION AT E
 CQ2510'SIDE OF RAILROAD TRESTLE NO. 286.4.
 CQ2510
 CQ2510                          STATION RECOVERY (1938)
 CQ2510
 CQ2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 CQ2510'1.0 MI E FROM SOUTH MANSFIELD.
 CQ2510'ABOUT 1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CQ2510'STATION AT SOUTH MANSFIELD, DE SOTO PARISH, ABOUT 1/4 MILE EAST OF THE
 CQ2510'CROSSING OF U.S. HIGHWAY 171, OPPOSITE THE EAST END OF TRESTLE 286.4,
 CQ2510'AND 25 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 CQ2510'TRIANGULATION-STATION DISK, STAMPED 310.380 ABO U 10 1919 AND SET IN
 CQ2510'THE TOP OF A CONCRETE POST.
 CQ2510
 CQ2510                          STATION RECOVERY (1949)
 CQ2510
 CQ2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 CQ2510'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 CQ2510'IN GOOD CONDITION.  THIS IS A TRAVERSE STATION.
 CQ2510
 CQ2510                          STATION RECOVERY (1969)
 CQ2510
 CQ2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 CQ2510'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CQ2510'
 CQ2510'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 CQ2510'AND 84 AT THE SOUTH EDGE OF MANSFIELD, GO SOUTH ON U.S. 171
 CQ2510'FOR 1.4 MILES TO POINT WHERE OLD RAILROAD CROSSES HIGHWAY,
 CQ2510'TURN LEFT AND DRIVE EAST-SOUTHEAST ON OLD RAILROAD GRADE
 CQ2510'(TRACKS HAVE BEEN REMOVED) FOR 0.1 MILE TO DUMP SITE AND
 CQ2510'END OF ROAD.  WALK EAST-SOUTHEAST ABOUT 0.2 MILE ALONG THE
 CQ2510'OLD GRADE TO THE SITE OF THE SECOND TRESTLE AND THE STATION.
 CQ2510'
 CQ2510'THE STATION MARK, A STANDARD DISK STAMPED ABO 1919 U10 310.380
 CQ2510'IN 12 INCH POST AND FLUSH WITH THE GROUND, IS 27 FEET NORTH
 CQ2510'OF CENTER OF OLD GRADE, 21 FEET EAST OF THE CENTER OF THE CREEK
 CQ2510'AND 15 FEET NORTH-NORTHEAST OF THE NORTH END OF THE EAST
 CQ2510'WOOD HEADWALL OF THE TRESTLE.
 CQ2510'
 CQ2510'R.M. 1, A STANDARD DISK STAMPED ABO R.M. 1 1919 IN 10 INCH
 CQ2510'POST FLUSH WITH THE GROUND, IS 43 FEET NORTH OF THE CENTER
 CQ2510'OF GRADE, 13 FEET EAST DIM NORTH-SOUTH TRAIL, AND 9.8 FEET
 CQ2510'WEST-SOUTHWEST OF 3 FOOT LIVE OAK TREE.  R.M. 2, A STANDARD
 CQ2510'DISK STAMPED ABO R.M. 2 1919 IN 14 INCH POST PROJECTING 1
 CQ2510'INCH, IS 36 FEET SOUTH OF CENTER OF GRADE, 16.4 FEET NORTH
 CQ2510'OF FENCE AND 8 FEET NORTH-NORTHWEST OF 12 INCH PINE WITH
 CQ2510'TRIANGLE BLAZE ON NORTH SIDE.
 CQ2510'
 CQ2510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4
 CQ2510'MILES SOUTH OF MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1928 ***********************************************************************
 CQ1928  DESIGNATION -  AC
 CQ1928  PID         -  CQ1928
 CQ1928  STATE/COUNTY-  LA/BOSSIER
 CQ1928  USGS QUAD   -  BENTON (1975)
 CQ1928
 CQ1928                         *CURRENT SURVEY CONTROL
 CQ1928  ___________________________________________________________________
 CQ1928* NAD 83(1986)-  32 41 28.     (N)    093 44 39.     (W)     SCALED    
 CQ1928* NAVD 88     -        65.108  (meters)     213.61   (feet)  ADJUSTED  
 CQ1928  ___________________________________________________________________
 CQ1928  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1928  DYNAMIC HT  -          65.035 (meters)     213.37  (feet)  COMP
 CQ1928  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CQ1928
 CQ1928  VERT ORDER  -  FIRST     CLASS II
 CQ1928
 CQ1928.The horizontal coordinates were scaled from a topographic map and have
 CQ1928.an estimated accuracy of +/- 6 seconds.
 CQ1928
 CQ1928.The orthometric height was determined by differential leveling
 CQ1928.and adjusted by the National Geodetic Survey in June 1991..
 CQ1928
 CQ1928.The geoid height was determined by GEOID03.
 CQ1928
 CQ1928.The dynamic height is computed by dividing the NAVD 88
 CQ1928.geopotential number by the normal gravity value computed on the
 CQ1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1928.degrees latitude (g = 980.6199 gals.).
 CQ1928
 CQ1928.The modeled gravity was interpolated from observed gravity values.
 CQ1928
 CQ1928;                    North         East    Units  Estimated Accuracy
 CQ1928;SPC LA N     -   243,620.      883,330.      MT  (+/- 180 meters Scaled)
 CQ1928
 CQ1928                          SUPERSEDED SURVEY CONTROL
 CQ1928
 CQ1928  NGVD 29 (??/??/??)   65.178  (m)          213.84   (f) ADJUSTED    1 2
 CQ1928
 CQ1928.Superseded values are not recommended for survey control.
 CQ1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1928.See file dsdata.txt to determine how the superseded data were derived.
 CQ1928
 CQ1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS302172(NAD 83)
 CQ1928_MARKER: N = NAIL
 CQ1928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1928_SP_SET: TREE
 CQ1928_STAMPING: AC
 CQ1928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1928
 CQ1928  HISTORY     - Date     Condition        Report By
 CQ1928  HISTORY     - UNK      MONUMENTED       CGS
 CQ1928  HISTORY     - 1961     GOOD             CGS
 CQ1928  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1928  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1928  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1928
 CQ1928                          STATION DESCRIPTION
 CQ1928
 CQ1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1928'IN BENTON.
 CQ1928'0.5 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE ST LOUIS SOUTHWESTERN
 CQ1928'RAILROAD STATION AT BENTON, 76 FEET SOUTHWEST AND ACROSS OAK RIDGE
 CQ1928'DRIVE FROM BENCH MARK D 177, 10 FEET WEST OF THE CENTER LINE OF OAK
 CQ1928'RIDGE DRIVE, IN THE NORTHEAST ROOT OF A 24-INCH OAK TREE, A COPPER
 CQ1928'NAIL AND WASHER STAMPED AC.
 CQ1928
 CQ1928                          STATION RECOVERY (1987)
 CQ1928
 CQ1928'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ1928'MARK NOT FOUND.
 CQ1928
 CQ1928                          STATION RECOVERY (1990)
 CQ1928
 CQ1928'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1928'MARK NOT FOUND.
 CQ1928
 CQ1928                          STATION RECOVERY (2002)
 CQ1928
 CQ1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1928'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3033 ***********************************************************************
 BX3033  DESIGNATION -  ACADIA
 BX3033  PID         -  BX3033
 BX3033  STATE/COUNTY-  LA/SABINE
 BX3033  USGS QUAD   -  BEECH BAYOU (1984)
 BX3033
 BX3033                         *CURRENT SURVEY CONTROL
 BX3033  ___________________________________________________________________
 BX3033* NAD 83(1992)-  31 32 14.38198(N)    093 42 32.82709(W)     ADJUSTED  
 BX3033* NAVD 88     -        72.5    (meters)     238.     (feet)  VERTCON   
 BX3033  ___________________________________________________________________
 BX3033  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 BX3033  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX3033
 BX3033  HORZ ORDER  -  SECOND
 BX3033
 BX3033.The horizontal coordinates were established by classical geodetic methods
 BX3033.and adjusted by the National Geodetic Survey in February 1996..
 BX3033
 BX3033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3033
 BX3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3033
 BX3033.The geoid height was determined by GEOID03.
 BX3033
 BX3033;                    North         East     Units Scale Factor Converg.
 BX3033;SPC LA N     -   115,654.678   885,186.241   MT  0.99993664   -0 38 21.3
 BX3033;SPC LA N     -   379,443.72  2,904,148.53   sFT  0.99993664   -0 38 21.3
 BX3033;UTM  15      - 3,489,371.787   432,685.015   MT  0.99965589   -0 22 15.3
 BX3033
 BX3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3033!SPC LA N     -   0.99999283  x   0.99993664  =   0.99992947
 BX3033!UTM  15      -   0.99999283  x   0.99965589  =   0.99964872
 BX3033
 BX3033|---------------------------------------------------------------------|
 BX3033| PID    Reference Object                     Distance      Geod. Az  |
 BX3033|                                                           dddmmss.s |
 BX3033| CV7973 ACADIA RM 1                          20.951 METERS 02749     |
 BX3033| CV7972 ACADIA AZ MK                                       1151714.8 |
 BX3033| CV7974 ACADIA RM 2                          15.395 METERS 29604     |
 BX3033| BX3034 ACADIA LDH 1971 A PT                 12.116 METERS 32930     |
 BX3033|---------------------------------------------------------------------|
 BX3033
 BX3033                          SUPERSEDED SURVEY CONTROL
 BX3033
 BX3033  NAD 83(1992)-  31 32 14.38405(N)    093 42 32.82567(W) AD(       ) 2
 BX3033  NAD 83(1986)-  31 32 14.38992(N)    093 42 32.82255(W) AD(       ) 2
 BX3033  NAD 27      -  31 32 13.75327(N)    093 42 32.16495(W) AD(       ) 2
 BX3033  NGVD 29 (07/19/86)   72.6    (m)          238.     (f) VERT ANG       
 BX3033
 BX3033.Superseded values are not recommended for survey control.
 BX3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3033.See file dsdata.txt to determine how the superseded data were derived.
 BX3033
 BX3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3268589372(NAD 83)
 BX3033_MARKER: DD = SURVEY DISK
 BX3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3033+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 BX3033
 BX3033  HISTORY     - Date     Condition        Report By
 BX3033  HISTORY     - 1971     MONUMENTED       LADH
 BX3033  HISTORY     - 20060801 GOOD             GEOCAC
 BX3033
 BX3033                          STATION DESCRIPTION
 BX3033
 BX3033'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX3033'THE STATION IS LOCATED 7 MILES SOUTHWEST OF ZWOLLE, 14 MILES WEST OF
 BX3033'MANY AND 16 MILES NORTHWEST OF FLORIEN, IN THE NORTHWEST 1/4 OF
 BX3033'SECTION 4, T6N, R13W, AND ON THE PROPERTY OWNED BY LOUISIANA
 BX3033'DEPARTMENT OF HIGHWAYS.
 BX3033'
 BX3033'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE
 BX3033'HIGHWAY 6 IN MANY JUST WEST OF THE POST OFFICE, GO SOUTHWEST ALONG
 BX3033'STATE HIGHWAY 6 FOR 12.45 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BX3033'475 ON THE RIGHT, TURN RIGHT ON STATE HIGHWAY 475 AND GO NORTH FOR
 BX3033'3.5 MILES TO JUNCTION WITH STATE HIGHWAY 1215 ON THE LEFT, TURN
 BX3033'LEFT ON STATE HIGHWAY 1215 AND GO WEST FOR 3.4 MILES TO THE STATION
 BX3033'WHICH IS SET ON THE LEFT AND SOUTH OF THE HIGHWAY NEAR A PINE TREE.
 BX3033'
 BX3033'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG STATE
 BX3033'HIGHWAY 1215 FOR APPROXIMATELY 0.3 MILE.  THE MARK IS SET ON THE
 BX3033'LEFT AND NORTH OF THE HIGHWAY NEAR A POWER POLE AND A PINE TREE.
 BX3033'
 BX3033'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3033'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3033'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3033'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3033'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3033'STAMPED ACADIA 1971.  THE MARK IS 38 FEET WEST OF THE CENTER OF A
 BX3033'DIRT ROAD, 35 FEET SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 BX3033'1215, 32 FEET EAST OF THE CENTER OF A DIRT ROAD, 7 FEET
 BX3033'NORTH-NORTHEAST OF A 14 INCH PINE TREE, AND 5.5 FEET
 BX3033'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX3033'
 BX3033'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3033'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3033'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3033'STAMPED ACADIA R. M. 1 1971.  IT IS 94 FEET EAST-SOUTHEAST OF A
 BX3033'POWER POLE WITH A TRANSFORMER, 43 FEET WEST-NORTHWEST OF A TELEPHONE
 BX3033'CABLE JUNCTION BOX, 34 FEET NORTH-NORTHEAST OF THE CENTER OF STATE
 BX3033'HIGHWAY 1215 AND 2 FEET SOUTH-SOUTHWEST OF A FENCE.
 BX3033'
 BX3033'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3033'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3033'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3033'STAMPED ACADIA R. M. 2 1971.  IT IS 84 FEET SOUTH OF A POWER POLE
 BX3033'WITH A TRANSFORMER, 36 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 BX3033'STATE HIGHWAY 1215, 16 FEET NORTH-NORTHWEST OF A 16 INCH PINE
 BX3033'TREE, AND 8 FEET EAST-SOUTHEAST OF A POWER POLE.
 BX3033'
 BX3033'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3033'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3033'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3033'STAMPED ACADIA AZ. MK. 1971.  IT IS 49 FEET NORTHEAST OF THE
 BX3033'CENTER OF STATE HIGHWAY 1215, 15 FEET EAST OF A POWER POLE, 15 FEET
 BX3033'NORTH-WEST OF AN 8 INCH PINE TREE AND 2.5 FEET SOUTHEAST OF A METAL
 BX3033'WITNESS POST AND SIGN.
 BX3033'
 BX3033'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BX3033
 BX3033                          STATION RECOVERY (2006)
 BX3033
 BX3033'RECOVERY NOTE BY GEOCACHING 2006 (LAD)
 BX3033'MARKER WAS IN VERY GOOD SHAPE, AND WAS MARKED WITH A WITNESS MARKER OF
 BX3033'WHILE MEDAL WITH BLACK LETTERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0918 ***********************************************************************
 AT0918  DESIGNATION -  ACHE
 AT0918  PID         -  AT0918
 AT0918  STATE/COUNTY-  LA/ST BERNARD
 AT0918  USGS QUAD   -  FREEMASON ISLAND (1951)
 AT0918
 AT0918                         *CURRENT SURVEY CONTROL
 AT0918  ___________________________________________________________________
 AT0918* NAD 83(1992)-  29 48 47.90311(N)    088 58 47.28099(W)     ADJUSTED  
 AT0918* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0918  ___________________________________________________________________
 AT0918  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0918  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AT0918
 AT0918  HORZ ORDER  -  SECOND
 AT0918
 AT0918.The horizontal coordinates were established by classical geodetic methods
 AT0918.and adjusted by the National Geodetic Survey in May 1994..
 AT0918
 AT0918.The orthometric height was scaled from a topographic map.
 AT0918
 AT0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0918
 AT0918.The geoid height was determined by GEOID03.
 AT0918
 AT0918;                    North         East     Units Scale Factor Converg.
 AT0918;SPC LA S     -   147,908.908 1,227,475.820   MT  0.99993107   +1 10 36.5
 AT0918;SPC LA S     -   485,264.48  4,027,143.59   sFT  0.99993107   +1 10 36.5
 AT0918;UTM  16      - 3,299,742.307   308,677.054   MT  1.00005165   -0 59 04.6
 AT0918
 AT0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0918!SPC LA S     -   1.00000408  x   0.99993107  =   0.99993515
 AT0918!UTM  16      -   1.00000408  x   1.00005165  =   1.00005573
 AT0918
 AT0918:                Primary Azimuth Mark                     Grid Az
 AT0918:SPC LA S     -  ACHE AZ MK                               179 51 17.6
 AT0918:UTM  16      -  ACHE AZ MK                               182 00 58.7
 AT0918
 AT0918|---------------------------------------------------------------------|
 AT0918| PID    Reference Object                     Distance      Geod. Az  |
 AT0918|                                                           dddmmss.s |
 AT0918| DD7100 ACHE AZ MK                                         1810154.1 |
 AT0918| DD7101 ACHE RM 1                            31.931 METERS 19739     |
 AT0918| DD7102 ACHE RM 2                            36.606 METERS 32710     |
 AT0918|---------------------------------------------------------------------|
 AT0918
 AT0918                          SUPERSEDED SURVEY CONTROL
 AT0918
 AT0918  NAD 83(1992)-  29 48 47.90984(N)    088 58 47.27214(W) AD(       ) 2
 AT0918  NAD 83(1986)-  29 48 47.90984(N)    088 58 47.27283(W) AD(       ) 2
 AT0918  NAD 27      -  29 48 47.18400(N)    088 58 47.15000(W) AD(       ) 2
 AT0918
 AT0918.Superseded values are not recommended for survey control.
 AT0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0918.See file dsdata.txt to determine how the superseded data were derived.
 AT0918
 AT0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT0867799742(NAD 83)
 AT0918_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT0918_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AT0918_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0918
 AT0918  HISTORY     - Date     Condition        Report By
 AT0918  HISTORY     - 1950     MONUMENTED       CGS
 AT0918  HISTORY     - 1955     GOOD             CGS
 AT0918  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT0918
 AT0918                          STATION DESCRIPTION
 AT0918
 AT0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0918'LOCATED ON THE W. SIDE OF FREEMASON ISLAND, APPROX.  2500 FT.  E.  OF
 AT0918'THE N.  END, 252
 AT0918'FT.  SW.  OF U. S.  ENGINEERS WARNING SIGN, 96 FT.
 AT0918'E.  OF THE E.  SIDE OF A POND AND
 AT0918'42 FT.  W.  OF THE E.  SIDE OF A
 AT0918'SHELL DEPOSIT.
 AT0918'
 AT0918'A STANDARD DISK STAMPED ACHE 1950 IN TOP OF A 6 INCH ROUND CONCRETE
 AT0918'MONUMENT
 AT0918'PROJECTING 1 FT.
 AT0918
 AT0918                          STATION RECOVERY (1955)
 AT0918
 AT0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0918'THE STATION IS LOCATED ALONG THE WESTERN SIDE OF FREEMASON ISLAND,
 AT0918'APPROXIMATELY 2500
 AT0918'FEET SOUTH OF THE NORTH END OF THE ISLAND, 250
 AT0918'FEET SOUTHWEST OF A U.S.  ENGINEERS
 AT0918'WARNING SIGNAL, AND 95 FEET EAST
 AT0918'OF A SMALL POND.  THE MARK IS A STANDARD USC AND GS
 AT0918'TOPOGRAPIC DISK
 AT0918'SET IN AN 8-INCH CONCRETE FILLED TILE PIPE PROJECTING 10 INCHES.  THE
 AT0918'DISK IS STAMPED
 AT0918'ACHE 1950.
 AT0918'
 AT0918'REFERENCE MARK NO. 1 IS 60 FEET SOUTHEAST OF THE ABOVE MENTIONED
 AT0918'SMALL POND.  THE
 AT0918'MARK PROJECTS 2 FEET, AND THE DISK IS STAMPED ACHE NO 1
 AT0918'1950.
 AT0918'
 AT0918'REFERENCE MARK NO. 2 IS 90 FEET EAST OF THE SMALL POND.  THE MARK
 AT0918'PROJECTS 2 FEET,
 AT0918'AND THE DISK IS STAMPED ACHE NO 2 1950.
 AT0918'
 AT0918'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTH OF THE STATION AT A
 AT0918'CURVE IN THE SHORE
 AT0918'LINE AND 42 FEET EAST OF THE SHORE LINE.  THE MARK
 AT0918'PROJECTS 3 FEET, AND THE DISK IS
 AT0918'STAMPED ACHE 1950 1955.
 AT0918'
 AT0918'THE AZIMUTH MARK AND BOTH REFERENCE MARKS ARE STANDARD DISKS
 AT0918'SET IN THE TOPS OF
 AT0918'CONCRETE FILLED 8-FOOT LENGTH OF 4-INCH ORANGEBURG
 AT0918'BLACK SOIL PIPE.
 AT0918'
 AT0918'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AT0918
 AT0918                          STATION RECOVERY (1965)
 AT0918
 AT0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0918'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK WAS
 AT0918'FOUND WITH THE
 AT0918'ARROW POINTING IN THE WRONG DIRECTION AND MUST HAVE
 AT0918'BEEN RESET.  MR.  EUSTIS VEAZEY
 AT0918'WHO LEASES THE ISLAND REPORTS THAT
 AT0918'THE STATION AND REFERENCE MARKS WERE AT THE EDGE
 AT0918'OF THE WATER BEFORE
 AT0918'THE STORM AND THAT THEY ARE WASHED AWAY NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4024 ***********************************************************************
 BJ4024  DESIGNATION -  ACME
 BJ4024  PID         -  BJ4024
 BJ4024  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4024  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4024
 BJ4024                         *CURRENT SURVEY CONTROL
 BJ4024  ___________________________________________________________________
 BJ4024* NAD 83(1992)-  30 35 03.44220(N)    091 12 49.00177(W)     ADJUSTED  
 BJ4024* NAVD 88     -        26.859  (meters)      88.12   (feet)  ADJUSTED  
 BJ4024  ___________________________________________________________________
 BJ4024  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BJ4024  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4024  DYNAMIC HT  -          26.825 (meters)      88.01  (feet)  COMP
 BJ4024  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ4024
 BJ4024  HORZ ORDER  -  SECOND
 BJ4024  VERT ORDER  -  SECOND    CLASS II
 BJ4024
 BJ4024.The horizontal coordinates were established by classical geodetic methods
 BJ4024.and adjusted by the National Geodetic Survey in January 1993..
 BJ4024
 BJ4024.The orthometric height was determined by differential leveling
 BJ4024.and adjusted by the National Geodetic Survey in February 1994..
 BJ4024
 BJ4024.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4024
 BJ4024.The geoid height was determined by GEOID03.
 BJ4024
 BJ4024.The dynamic height is computed by dividing the NAVD 88
 BJ4024.geopotential number by the normal gravity value computed on the
 BJ4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4024.degrees latitude (g = 980.6199 gals.).
 BJ4024
 BJ4024.The modeled gravity was interpolated from observed gravity values.
 BJ4024
 BJ4024;                    North         East     Units Scale Factor Converg.
 BJ4024;SPC LA S     -   231,041.522 1,011,482.974   MT  0.99997743   +0 03 35.5
 BJ4024;SPC LA S     -   758,008.73  3,318,507.06   sFT  0.99997743   +0 03 35.5
 BJ4024;UTM  15      - 3,384,891.160   671,288.262   MT  0.99996195   +0 54 32.9
 BJ4024
 BJ4024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4024!SPC LA S     -   1.00000006  x   0.99997743  =   0.99997749
 BJ4024!UTM  15      -   1.00000006  x   0.99996195  =   0.99996201
 BJ4024
 BJ4024:                Primary Azimuth Mark                     Grid Az
 BJ4024:SPC LA S     -  BAKER STATE IND SCH TANK                 085 53 31.3
 BJ4024:UTM  15      -  BAKER STATE IND SCH TANK                 085 02 33.9
 BJ4024
 BJ4024|---------------------------------------------------------------------|
 BJ4024| PID    Reference Object                     Distance      Geod. Az  |
 BJ4024|                                                           dddmmss.s |
 BJ4024| BJ4765 BAKER STATE IND SCH TANK            APPROX. 1.0 KM 0855706.8 |
 BJ4024| BJ4774 ACME LDH 1970 POINT A                 6.385 METERS 09949     |
 BJ4024| CV9568 ACME RM 2                            13.827 METERS 12331     |
 BJ4024| CV9567 ACME RM 1                            15.112 METERS 32444     |
 BJ4024| BJ4775 ACME LDH 1970 AZ MK                 APPROX. 1.0 KM 3265040.1 |
 BJ4024|---------------------------------------------------------------------|
 BJ4024
 BJ4024                          SUPERSEDED SURVEY CONTROL
 BJ4024
 BJ4024  NAD 83(1986)-  30 35 03.46057(N)    091 12 48.99885(W) AD(       ) 2
 BJ4024  NAD 27      -  30 35 02.78581(N)    091 12 48.60637(W) AD(       ) 2
 BJ4024  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 BJ4024
 BJ4024.Superseded values are not recommended for survey control.
 BJ4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4024.See file dsdata.txt to determine how the superseded data were derived.
 BJ4024
 BJ4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7128884891(NAD 83)
 BJ4024_MARKER: DS = TRIANGULATION STATION DISK
 BJ4024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4024_SP_SET: CONCRETE POST
 BJ4024_STAMPING: ACME 1970
 BJ4024_MARK LOGO: LADH  
 BJ4024_PROJECTION: FLUSH
 BJ4024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4024+STABILITY: SURFACE MOTION
 BJ4024
 BJ4024  HISTORY     - Date     Condition        Report By
 BJ4024  HISTORY     - 1970     MONUMENTED       LADH
 BJ4024  HISTORY     - 1976     GOOD             NGS
 BJ4024  HISTORY     - 1987     GOOD             LA-033
 BJ4024
 BJ4024                          STATION DESCRIPTION
 BJ4024
 BJ4024'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4024'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF BAKER, 4.5 MILES
 BJ4024'NORTH-NORTHWEST OF SCOTLANDVILLE AND IN THE NORTH QUADRANT OF THE
 BJ4024'STATE HIGHWAY 964 - U.S. HIGHWAY 61 INTERCHANGE, IN THE NORTHEAST
 BJ4024'QUARTER OF SECTION 44, T5S-R1W AND ON THE PROPERTY OF THE
 BJ4024'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4024'
 BJ4024'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN BAKER, DRIVE
 BJ4024'WEST ALONG GROOM ROAD FOR 2.2 MILES TO THE JUNCTION WITH STATE
 BJ4024'HIGHWAY 964, THENCE LEFT AND SOUTH ALONG STATE HIGHWAY 964 FOR 0.8
 BJ4024'MILE TO THE STATE HIGHWAY 964 - U.S. HIGHWAY 61 INTERCHANGE.  THE
 BJ4024'STATION IS IN THE NORTH QUADRANT OF THE INTERCHANGE NEAR THE U.S.
 BJ4024'HIGHWAY 61 NORTH BOUND OVERPASS.
 BJ4024'
 BJ4024'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG U.S.
 BJ4024'HIGHWAY 61 FOR 0.6 MILE TO THE MARK WHICH IS ON THE LEFT AND WEST OF
 BJ4024'THE HIGHWAY NEAR THE RAILROAD.
 BJ4024'
 BJ4024'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4024'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4024'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4024'STAMPED ACME 1970.  IT IS 104 FEET NORTH OF THE NORTHEAST CORNER OF
 BJ4024'THE U.S.  HIGHWAY 61 OVERPASS OF THE U.S. HIGHWAY 61 - STATE
 BJ4024'HIGHWAY 964 INTER-CHANGE, 23 FEET EAST OF THE CENTER OF THE NORTH
 BJ4024'BOUND LANE OF U.S.  HIGHWAY 61, 12 FEET SOUTH OF THE NORTH END OF
 BJ4024'A GUARD RAIL AND 2 FEET WEST OF A METAL WITNESS POST.
 BJ4024'
 BJ4024'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4024'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4024'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4024'STAMPED ACME RM 1 1970.  IT IS 153 FEET NORTH OF THE NORTHEAST END
 BJ4024'OF THE U.S.  HIGHWAY 61 OVERPASS, 49 FEET NORTH OF THE METAL
 BJ4024'WITNESS POST AT THE STATION, 39 FEET NORTHEAST OF THE NORTHEAST
 BJ4024'END OF A GUARD RAIL AND 35 FEET EAST OF THE CENTER OF THE NORTH
 BJ4024'BOUND LANE OF U.S. HIGHWAY 61.
 BJ4024'
 BJ4024'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4024'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4024'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4024'STAMPED ACME RM 2 1970.  IT IS 61 FEET NORTHEAST OF THE NORTHEAST
 BJ4024'END OF THE U.S.  HIGHWAY 61 OVERPASS, 57 FEET SOUTH OF THE NORTH END
 BJ4024'OF A GUARD RAIL, 45 FEET SOUTH OF THE METAL WITNESS POST AT THE
 BJ4024'STATION AND 30 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF
 BJ4024'U.S. HIGHWAY 61.
 BJ4024'
 BJ4024'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4024'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4024'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4024'ACME AZ MK 1970.  IT IS 67 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 BJ4024'61, 48.5 FEET EAST OF THE EAST RAIL OF THE LOUISIANA AND
 BJ4024'ARKANSAS RAILROAD, 41 FEET SOUTH OF A POWER POLE AND 2 FEET WEST
 BJ4024'OF A METAL WITNESS POST.
 BJ4024'
 BJ4024'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4024
 BJ4024                          STATION RECOVERY (1976)
 BJ4024
 BJ4024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 BJ4024'THE STATION WAS VISITED 2-9-76 AND THE STATION, RM 1, RM 2 AND THE
 BJ4024'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE 1970
 BJ4024'DESCRIPTION IS ADEQUATE TO FIND THE STATION.
 BJ4024'
 BJ4024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 BJ4024'OF BAKER.
 BJ4024
 BJ4024                          STATION RECOVERY (1987)
 BJ4024
 BJ4024'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4024'4.5 KM (2.8 MI) WSW FROM BAKER.
 BJ4024'1.5 KM (0.95 MI) NORTH ON U.S. HIGHWAY 61 FROM THE JUNCTION WITH OLD
 BJ4024'RAFE MEYER ROAD ABOUT 4.4 KM (2.75 MI) SOUTHWEST OF BAKER TO TOP OF
 BJ4024'OVERPASS ON HIGHWAY 61 AND THE MARK ON THE RIGHT, 1.1 KM (0.7 MI)
 BJ4024'NORTHWEST OF THE JUNCTION OF U.S HIGHWAY 61 AND STATE HIGHWAY 964, 32
 BJ4024'METERS (105 FT) NORTH OF THE NORTHEAST CORNER OF THE OVERPASS
 BJ4024'CONCRETE GUARD RAIL AND 7.2 METERS (23.5 FT) EAST OF THE CENTER OF
 BJ4024'HIGHWAY 61.
 BJ4024'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ4024'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4775 ***********************************************************************
 BJ4775  DESIGNATION -  ACME LDH 1970 AZ MK
 BJ4775  PID         -  BJ4775
 BJ4775  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4775  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4775
 BJ4775                         *CURRENT SURVEY CONTROL
 BJ4775  ___________________________________________________________________
 BJ4775* NAD 83(1992)-  30 35 29.72295(N)    091 13 08.84743(W)     ADJUSTED  
 BJ4775* NAVD 88     -        20.6    (meters)      68.     (feet)  VERTCON   
 BJ4775  ___________________________________________________________________
 BJ4775  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4775  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4775
 BJ4775  HORZ ORDER  -  SECOND
 BJ4775
 BJ4775.The horizontal coordinates were established by classical geodetic methods
 BJ4775.and adjusted by the National Geodetic Survey in January 1993..
 BJ4775
 BJ4775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4775
 BJ4775.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4775
 BJ4775.The geoid height was determined by GEOID03.
 BJ4775
 BJ4775;                    North         East     Units Scale Factor Converg.
 BJ4775;SPC LA S     -   231,850.283 1,010,953.425   MT  0.99997874   +0 03 25.6
 BJ4775;SPC LA S     -   760,662.14  3,316,769.70   sFT  0.99997874   +0 03 25.6
 BJ4775;UTM  15      - 3,385,691.968   670,746.792   MT  0.99995966   +0 54 23.5
 BJ4775
 BJ4775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4775!SPC LA S     -   1.00000105  x   0.99997874  =   0.99997979
 BJ4775!UTM  15      -   1.00000105  x   0.99995966  =   0.99996071
 BJ4775
 BJ4775:                Primary Azimuth Mark                     Grid Az
 BJ4775:SPC LA S     -  ACME                                     146 47 04.4
 BJ4775:UTM  15      -  ACME                                     145 56 06.5
 BJ4775
 BJ4775|---------------------------------------------------------------------|
 BJ4775| PID    Reference Object                     Distance      Geod. Az  |
 BJ4775|                                                           dddmmss.s |
 BJ4775| BJ4024 ACME                                APPROX. 1.0 KM 1465030.0 |
 BJ4775|---------------------------------------------------------------------|
 BJ4775
 BJ4775                          SUPERSEDED SURVEY CONTROL
 BJ4775
 BJ4775  NAD 83(1986)-  30 35 29.74133(N)    091 13 08.84446(W) AD(       ) 2
 BJ4775  NAD 27      -  30 35 29.06747(N)    091 13 08.45120(W) AD(       ) 2
 BJ4775  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 BJ4775
 BJ4775.Superseded values are not recommended for survey control.
 BJ4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4775.See file dsdata.txt to determine how the superseded data were derived.
 BJ4775
 BJ4775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7074785692(NAD 83)
 BJ4775_MARKER: DD = SURVEY DISK
 BJ4775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4775+STABILITY: SURFACE MOTION
 BJ4775
 BJ4775  HISTORY     - Date     Condition        Report By
 BJ4775  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4775
 BJ4775                          STATION DESCRIPTION
 BJ4775
 BJ4775'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4775'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF BAKER, 4.5 MILES
 BJ4775'NORTH-NORTHWEST OF SCOTLANDVILLE ON PROPERTY OWNED BY THE OFFICE
 BJ4775'OF HIGHWAYS.
 BJ4775'
 BJ4775'TO REACH FROM THE FIRST BAPTIST CHURCH IN BAKER 90 WEST ALONG
 BJ4775'GROOM ROAD FOR 2.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 964,
 BJ4775'THENCE LEFT AND SOUTH ALONG STATE HIGHWAY 964 FOR 0.8 MILE TO ITS
 BJ4775'JUNCTION WITH U.S. HIGHWAY 61, THENCE NORTH ALONG U.S. HIGHWAY 61
 BJ4775'FOR 0.6 MILE TO THE MARK ON THE LEFT.
 BJ4775'
 BJ4775'THE STATION IS A LOUISIANA OFFICE OF HIGHWAYS AND COAST AND
 BJ4775'GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BJ4775'MONUMENT PROJECTING TWO INCHES, STAMPED ACME AZ MK 1970.  IT IS 67
 BJ4775'FEET WEST OF THE CENTER OF U.S. HIGHWAY 61, 48.5 FEET EAST OF THE
 BJ4775'EAST RAIL OF THE LOUISIANA AND ARKANSAS RAILROAD TRACK, 41 FEET
 BJ4775'SOUTH OF A POWER POLE AND TWO FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1926 ***********************************************************************
 CQ1926  DESIGNATION -  AD
 CQ1926  PID         -  CQ1926
 CQ1926  STATE/COUNTY-  LA/BOSSIER
 CQ1926  USGS QUAD   -  DIXIE (1982)
 CQ1926
 CQ1926                         *CURRENT SURVEY CONTROL
 CQ1926  ___________________________________________________________________
 CQ1926* NAD 83(1986)-  32 43 38.     (N)    093 46 51.     (W)     SCALED    
 CQ1926* NAVD 88     -        70.209  (meters)     230.34   (feet)  ADJUSTED  
 CQ1926  ___________________________________________________________________
 CQ1926  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1926  DYNAMIC HT  -          70.131 (meters)     230.09  (feet)  COMP
 CQ1926  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 CQ1926
 CQ1926  VERT ORDER  -  FIRST     CLASS II
 CQ1926
 CQ1926.The horizontal coordinates were scaled from a topographic map and have
 CQ1926.an estimated accuracy of +/- 6 seconds.
 CQ1926
 CQ1926.The orthometric height was determined by differential leveling
 CQ1926.and adjusted by the National Geodetic Survey in June 1991..
 CQ1926
 CQ1926.The geoid height was determined by GEOID03.
 CQ1926
 CQ1926.The dynamic height is computed by dividing the NAVD 88
 CQ1926.geopotential number by the normal gravity value computed on the
 CQ1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1926.degrees latitude (g = 980.6199 gals.).
 CQ1926
 CQ1926.The modeled gravity was interpolated from observed gravity values.
 CQ1926
 CQ1926;                    North         East    Units  Estimated Accuracy
 CQ1926;SPC LA N     -   247,660.      879,940.      MT  (+/- 180 meters Scaled)
 CQ1926
 CQ1926                          SUPERSEDED SURVEY CONTROL
 CQ1926
 CQ1926  NGVD 29 (??/??/??)   70.281  (m)          230.58   (f) ADJUSTED    1 2
 CQ1926
 CQ1926.Superseded values are not recommended for survey control.
 CQ1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1926.See file dsdata.txt to determine how the superseded data were derived.
 CQ1926
 CQ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS268213(NAD 83)
 CQ1926_MARKER: N = NAIL
 CQ1926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1926_SP_SET: TREE
 CQ1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1926
 CQ1926  HISTORY     - Date     Condition        Report By
 CQ1926  HISTORY     - UNK      MONUMENTED       DOD
 CQ1926  HISTORY     - 1961     GOOD             CGS
 CQ1926  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1926
 CQ1926                          STATION DESCRIPTION
 CQ1926
 CQ1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1926'4.75 MI NW FROM BENTON.
 CQ1926'3.55 MILES NORTHWEST ALONG AN OILED ROAD FROM ST LOUIS SOUTHWESTERN
 CQ1926'RAILROAD STATION AT BENTON, THENCE 0.55 MILE WEST ALONG A DIRT ROAD,
 CQ1926'THENCE 0.65 MILE SOUTH ALONG A TRAIL ROAD THROUGH MR. J.P. JONES
 CQ1926'PASTURE, A TREE MARK, COPPER NAIL AND WASHER, 246 FEET EAST OF PRP 30
 CQ1926'C (RED RIVER SURVEY), SET IN THE WEST ROOT OF A 48-INCH OAK TREE.
 CQ1926
 CQ1926                          STATION RECOVERY (2002)
 CQ1926
 CQ1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1926'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2933 ***********************************************************************
 BK2933  DESIGNATION -  ADAM
 BK2933  PID         -  BK2933
 BK2933  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2933  USGS QUAD   -  WELSH SOUTH (1985)
 BK2933
 BK2933                         *CURRENT SURVEY CONTROL
 BK2933  ___________________________________________________________________
 BK2933* NAD 83(1992)-  30 11 09.51846(N)    092 49 02.15487(W)     ADJUSTED  
 BK2933* NAVD 88     -         3.96   (+/-2cm)      13.0  **(feet)  VERTCON   
 BK2933  **This station is located in a subsidence area (see below).
 BK2933  ___________________________________________________________________
 BK2933  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2933  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2933
 BK2933  HORZ ORDER  -  SECOND
 BK2933  VERT ORDER  -  THIRD ? (See Below)
 BK2933
 BK2933.The horizontal coordinates were established by classical geodetic methods
 BK2933.and adjusted by the National Geodetic Survey in January 1993..
 BK2933
 BK2933 ** The orthometric height has not been validated since last determined
 BK2933 ** by differential leveling and should not be used for control purposes.
 BK2933 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2933 ** area with valid NAVD 88 orthometric heights.
 BK2933 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2933 ** epoch indicated which incorporates improved geoid heights for the
 BK2933 ** Southern Louisiana Subsidence area.
 BK2933 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2933.The vertical order pertains to the NGVD 29 superseded value.
 BK2933
 BK2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2933
 BK2933.The geoid height was determined by GEOID03.
 BK2933
 BK2933;                    North         East     Units Scale Factor Converg.
 BK2933;SPC LA S     -   187,806.532   857,102.520   MT  0.99993094   -0 44 31.1
 BK2933;SPC LA S     -   616,161.93  2,812,010.52   sFT  0.99993094   -0 44 31.1
 BK2933;UTM  15      - 3,339,407.546   517,591.404   MT  0.99960382   +0 05 30.8
 BK2933
 BK2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2933!SPC LA S     -   1.00000366  x   0.99993094  =   0.99993460
 BK2933!UTM  15      -   1.00000366  x   0.99960382  =   0.99960748
 BK2933
 BK2933|---------------------------------------------------------------------|
 BK2933| PID    Reference Object                     Distance      Geod. Az  |
 BK2933|                                                           dddmmss.s |
 BK2933| CV9569 ADAM RM 1                            14.419 METERS 00027     |
 BK2933| BK2919 ROANOKE RICE CO OP TANK             APPROX. 8.6 KM 0492714.7 |
 BK2933| CV9647 27 V 33                                            1773238.8 |
 BK2933| BK0842 27 V 62 LADTD                        10.744 METERS 23741     |
 BK2933|---------------------------------------------------------------------|
 BK2933
 BK2933                          SUPERSEDED SURVEY CONTROL
 BK2933
 BK2933  NAD 83(1986)-  30 11 09.53917(N)    092 49 02.14945(W) AD(       ) 2
 BK2933  NAD 27      -  30 11 08.78745(N)    092 49 01.62492(W) AD(       ) 2
 BK2933  NGVD 29 (07/19/86)    3.91   (m)           12.8    (f) LEVELING    3  
 BK2933
 BK2933.Superseded values are not recommended for survey control.
 BK2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2933.See file dsdata.txt to determine how the superseded data were derived.
 BK2933
 BK2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1759139408(NAD 83)
 BK2933_MARKER: DD = SURVEY DISK
 BK2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2933
 BK2933  HISTORY     - Date     Condition        Report By
 BK2933  HISTORY     - 1974     MONUMENTED       LADH
 BK2933
 BK2933                          STATION DESCRIPTION
 BK2933
 BK2933'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2933'THE STATION IS LOCATED 3 MILES SOUTH OF WELSH, 9 MILES SOUTHWEST OF
 BK2933'JENNINGS AND 6 MILES SOUTHEAST OF LACASSINE, IN THE NORTHWEST
 BK2933'QUARTER OF SECTION 18, T10S, R4W AND ON PROPERTY OWNED BY THE
 BK2933'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK2933'
 BK2933'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BK2933'STATE HIGHWAY 99 IN WELSH, GO SOUTH ON STATE HIGHWAY 99 FOR 2.6
 BK2933'MILES TO THE STATION SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR A
 BK2933'GATE AND A CONCRETE CULVERT.
 BK2933'
 BK2933'TO REACH THE AZIMUTH MARK FORM THE STATION, GO SOUTH ON STATE
 BK2933'HIGHWAY 99 FOR 0.5 MILE TO THE MARK SET ON THE LEFT AND EAST OF THE
 BK2933'HIGHWAY NEAR A FENCE AND A POWER POLE.
 BK2933'
 BK2933'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2933'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2933'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK2933'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2933'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2933'STAMPED ADAM 1974.  IT IS 39 FEET WEST OF THE CENTER OF STATE
 BK2933'HIGHWAY 99, 11 FEET WEST OF THE NORTH END OF A CONCRETE CULVERT, 11
 BK2933'FEET NORTH OF THE CENTER OF A GATE, 2 FEET SOUTH OF A METAL
 BK2933'WITNESS POST AND SIGN AND 1.5 FEET EAST OF A FENCE.
 BK2933'
 BK2933'BM 27V62 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U. S.
 BK2933'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 BK2933'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 BK2933'STAMPED 27V62 1969.  IT IS 68 FEET WEST OF THE CENTER OF STATE
 BK2933'HIGHWAY 99, 45 FEET SOUTHWEST OF THE NORTH END OF A CONCRETE
 BK2933'CULVERT, 40 FEET WEST OF THE SOUTH END OF A CONCRETE CULVERT, 2
 BK2933'FEET WEST OF A METAL WITNESS POST AND SIGN AND 1.5 FEET NORTH OF A
 BK2933'FENCE.
 BK2933'
 BK2933'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2933'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2933'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2933'STAMPED ADAM RM 1 1974.  IT IS 59 FEET NORTH OF THE CENTER OF A
 BK2933'METAL GATE, 49 FEET NORTH-NORTHWEST OF THE NORTH END OF A CONCRETE
 BK2933'CULVERT, 38.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 99 AND 2
 BK2933'FEET EAST OF A FENCE.
 BK2933'
 BK2933'BM 27V33 (AZIMUTH MARK) IS A STANDARD LOUISIANA DEPARTMENT OF
 BK2933'HIGHWAYS AND U. S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN
 BK2933'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BK2933'INCHES.  IT IS STAMPED 27V33 1969.  IT IS 56.5 FEET EAST OF THE
 BK2933'CENTER OF STATE HIGHWAY 99, 26.5 FEET EAST-SOUTHEAST OF A POWER
 BK2933'POLE, 15 FEET EAST OF A FENCE, 2 FEET EAST OF A METAL WITNESS
 BK2933'POST AND SIGN 1 FOOT NORTH OF A FENCE.
 BK2933'
 BK2933'NEAREST TOWN--WELSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2839 ***********************************************************************
 BJ2839  DESIGNATION -  ADAMS
 BJ2839  PID         -  BJ2839
 BJ2839  STATE/COUNTY-  LA/ST TAMMANY
 BJ2839  USGS QUAD   -  COVINGTON (1994)
 BJ2839
 BJ2839                         *CURRENT SURVEY CONTROL
 BJ2839  ___________________________________________________________________
 BJ2839* NAD 83(1992)-  30 25 53.87158(N)    090 04 44.70588(W)     ADJUSTED  
 BJ2839* NAVD 88     -         8.533  (meters)      28.00   (feet)  ADJUSTED  
 BJ2839  ___________________________________________________________________
 BJ2839  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BJ2839  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2839  DYNAMIC HT  -           8.522 (meters)      27.96  (feet)  COMP
 BJ2839  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ2839
 BJ2839  HORZ ORDER  -  FIRST
 BJ2839  VERT ORDER  -  SECOND    CLASS I
 BJ2839
 BJ2839.The horizontal coordinates were established by classical geodetic methods
 BJ2839.and adjusted by the National Geodetic Survey in May 1994..
 BJ2839
 BJ2839.The orthometric height was determined by differential leveling
 BJ2839.and adjusted by the National Geodetic Survey in February 1994..
 BJ2839
 BJ2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2839
 BJ2839.The geoid height was determined by GEOID03.
 BJ2839
 BJ2839.The dynamic height is computed by dividing the NAVD 88
 BJ2839.geopotential number by the normal gravity value computed on the
 BJ2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2839.degrees latitude (g = 980.6199 gals.).
 BJ2839
 BJ2839.The modeled gravity was interpolated from observed gravity values.
 BJ2839
 BJ2839;                    North         East     Units Scale Factor Converg.
 BJ2839;SPC LA S     -   214,771.620 1,120,482.663   MT  0.99995391   +0 37 37.7
 BJ2839;SPC LA S     -   704,629.89  3,676,116.87   sFT  0.99995391   +0 37 37.7
 BJ2839;UTM  15      - 3,370,239.218   780,547.979   MT  1.00057110   +1 28 49.6
 BJ2839;UTM  16      - 3,370,642.678   204,253.132   MT  1.00067919   -1 33 38.6
 BJ2839
 BJ2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2839!SPC LA S     -   1.00000288  x   0.99995391  =   0.99995679
 BJ2839!UTM  15      -   1.00000288  x   1.00057110  =   1.00057399
 BJ2839!UTM  16      -   1.00000288  x   1.00067919  =   1.00068208
 BJ2839
 BJ2839|---------------------------------------------------------------------|
 BJ2839| PID    Reference Object                     Distance      Geod. Az  |
 BJ2839|                                                           dddmmss.s |
 BJ2839| BJ2840 ADAMS RM 1                           31.445 METERS 00220     |
 BJ2839| BJ4208 ABITA LOT                           APPROX. 3.3 KM 0785011.5 |
 BJ2839| BJ4217 MANDEVILLE MUNICIPAL TANK           APPROX. 8.6 KM 1712509.9 |
 BJ2839| BJ4209 MANDEVILLE ST POLICE RAD TWR        APPROX. 3.3 KM 1930740.5 |
 BJ2839| BJ2838 ADAMS RM 2                           28.444 METERS 24845     |
 BJ2839| BJ2866 ADAMS AZ MK LADTD                   APPROX. 0.6 KM 2672207.5 |
 BJ2839| BJ4229 COVINGTON RAD STA WARB MAST         APPROX. 9.2 KM 3175721.6 |
 BJ2839| BJ4211 COVINGTON W MUN TANK                APPROX. 5.9 KM 3262333.7 |
 BJ2839| BJ4210 COVINGTON S BELL MICROWAVE          APPROX. 5.1 KM 3392308.5 |
 BJ2839|---------------------------------------------------------------------|
 BJ2839
 BJ2839                          SUPERSEDED SURVEY CONTROL
 BJ2839
 BJ2839  NAD 83(1992)-  30 25 53.87178(N)    090 04 44.70591(W) AD(       ) 1
 BJ2839  NAD 83(1986)-  30 25 53.88335(N)    090 04 44.70341(W) AD(       ) 1
 BJ2839  NAD 27      -  30 25 53.18550(N)    090 04 44.42771(W) AD(       ) 1
 BJ2839  NGVD 29 (??/??/??)    8.522  (m)           27.96   (f) ADJUSTED    2 1
 BJ2839
 BJ2839.Superseded values are not recommended for survey control.
 BJ2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2839.See file dsdata.txt to determine how the superseded data were derived.
 BJ2839
 BJ2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8054870239(NAD 83)
 BJ2839_MARKER: DS = TRIANGULATION STATION DISK
 BJ2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2839_SP_SET: CONCRETE POST
 BJ2839_STAMPING: ADAMS 1970
 BJ2839_MARK LOGO: NGS   
 BJ2839_PROJECTION: FLUSH
 BJ2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2839+STABILITY: SURFACE MOTION
 BJ2839
 BJ2839  HISTORY     - Date     Condition        Report By
 BJ2839  HISTORY     - 1970     MONUMENTED       NGS
 BJ2839  HISTORY     - 1970     GOOD             NGS
 BJ2839  HISTORY     - 1976     GOOD             NGS
 BJ2839  HISTORY     - 1982     GOOD             LADTD
 BJ2839
 BJ2839                          STATION DESCRIPTION
 BJ2839
 BJ2839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ2839'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF MANDEVILLE, 2.5 MILES
 BJ2839'SOUTHEAST OF COVINGTON AND ON LAND OWNED BY MRS. AUSTIN ADAMS.
 BJ2839'
 BJ2839'TO REACH THE STATION FROM COVINGTON, FROM THE JUNCTION OF U.S.
 BJ2839'HWY 190, BUSINESS ROUTE 190 AND STATE HIGHWAY 21 AT THE EAST SIDE
 BJ2839'OF COVINGTON, GO SOUTH ON U.S. HIGHWAY 190 FOR 2.9 MILES TO A SIDE
 BJ2839'ROAD LEFT AT A DRIVE-IN THEATER.  TURN LEFT AND GO EAST ON A PAVED
 BJ2839'ROAD FOR 0.3 MILE TO THE DRIVEWAY TO MRS. AUSTIN ADAMS HOUSE AND
 BJ2839'THE STATION ON THE LEFT.
 BJ2839'
 BJ2839'THE STATION MARK IS A STANDARD DISK, STAMPED ADAMS 1970, SET IN THE
 BJ2839'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ2839'THE GROUND SURFACE.  IT IS 57 FEET NORTH OF THE PAVED ROAD, 53 FEET
 BJ2839'WEST OF THE DRIVEWAY, 49.5 FEET SOUTHWEST OF A 16-INCH PINE TREE
 BJ2839'AND 41 FEET NORTH OF A FENCE.
 BJ2839'
 BJ2839'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADAMS NO 1 1970, SET IN
 BJ2839'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ2839'WITH THE GROUND SURFACE.  IT IS 33 FEET WEST OF THE DRIVEWAY AND 21
 BJ2839'FEET NORTHWEST OF A 18-INCH PINE TREE.
 BJ2839'
 BJ2839'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADAMS NO 2 1970, SET IN
 BJ2839'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ2839'WITH THE GROUND SURFACE.  IT IS 17 FEET NORTH OF THE PAVED ROAD, 10
 BJ2839'FEET SOUTHWEST OF A 18-INCH PINE TREE, 3 FEET EAST OF A METAL
 BJ2839'WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 BJ2839'
 BJ2839'NO PLACE SUITABLE FOR AN AZIMUTH MARK.  NO MEASUREMENT BETWEEN RM 1
 BJ2839'AND RM 2 DUE TO HIGH BRUSH AND TREES.
 BJ2839'
 BJ2839'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 BJ2839
 BJ2839                          STATION RECOVERY (1970)
 BJ2839
 BJ2839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2839'3.4 MI SOUTH FROM COVINGTON.
 BJ2839'2.9 MILES SOUTH ALONG U.S. 190 FROM THE JUNCTION OF U.S. 190 AND LA.
 BJ2839'21 AT CLAIBORNE HILL AT COVINGTON TO HELENBERG ROAD, EAST ALONG
 BJ2839'HELENBERG ROAD FOR 0.3 MILE, 57 FEET NORTH OF HELENBERG ROAD, 53 FEET
 BJ2839'WEST OF DRIVEWAY OF MRS. AUSTIN ADAMS, 93 FEET NORTHEAST OF ADAMS NO 2
 BJ2839'AND 103 FEET SOUTH OF ADAMS NO 1
 BJ2839
 BJ2839                          STATION RECOVERY (1976)
 BJ2839
 BJ2839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RJT)
 BJ2839'THE STATION WAS VISITED 11-4-76 AND ALL MARKS WERE FOUND TO BE IN
 BJ2839'GOOD CONDITION.
 BJ2839'
 BJ2839'WHEN THE MARK WAS ESTABLISHED ROAD CONSTRUCTION PREVENTED THE
 BJ2839'ESTABLISHING OF AN AZIMUTH MARK, BUT WITH CONSTRUCTION FINISHED WE
 BJ2839'SET A MARK.  THE AZIMUTH MARK IS ON A TRAVERSE ALONG INTERSTATE 12.
 BJ2839'
 BJ2839'THE 1970 DESCRIPTION IS ADEQUATE TO RECOVER MARKS.
 BJ2839'
 BJ2839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTHEAST
 BJ2839'OF COVINGTON.
 BJ2839
 BJ2839                          STATION RECOVERY (1982)
 BJ2839
 BJ2839'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2839'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BJ2839'INTERSECTION OF INTERSTATE 12 AND U.S. 190 SOUTH OF COVINGTON, GO
 BJ2839'NORTH ALONG U.S. 190 FOR 0.8 KM (0.5 MI) TO THE FRONTAGE ROAD ON THE
 BJ2839'RIGHT, THEN GO SOUTH ALONG FRONTAGE ROAD FOR 0.6 KM (0.35 MI) TO
 BJ2839'HELENBURG ROAD ON THE LEFT, THEN GO EAST ALONG HELENBURG ROAD FOR
 BJ2839'0.5 KM (0.28 MI) TO THE STATION ON THE LEFT, 17.4 METERS (57 FT) NORTH
 BJ2839'OF PAVED ROAD, 16.2 METERS (53 FT) WEST OF DRIVEWAY OF MRS. AUSTIN
 BJ2839'ADAMS, 15.1 METERS (49.5 FT) SOUTHWEST OF A 16-INCH PINE TREE,
 BJ2839'12.5 METERS (41 FT) NORTH OF A FENCE, 31.4 METERS (103 FT) SOUTH OF
 BJ2839'ADAMS RM 1, AND 28.4 METERS (93 FT) NORTHEAST OF ADAMS RM 2.
 BJ2839'THE MARK IS ABOVE LEVEL WITH HELENBURG ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3018 ***********************************************************************
 BX3018  DESIGNATION -  ADAMS
 BX3018  PID         -  BX3018
 BX3018  STATE/COUNTY-  LA/DE SOTO
 BX3018  USGS QUAD   -  TRENTON (1995)
 BX3018
 BX3018                         *CURRENT SURVEY CONTROL
 BX3018  ___________________________________________________________________
 BX3018* NAD 83(1992)-  31 59 31.65055(N)    093 43 36.10724(W)     ADJUSTED  
 BX3018* NAVD 88     -       110.62   (+/-2cm)     362.9    (feet)  VERTCON   
 BX3018  ___________________________________________________________________
 BX3018  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BX3018  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX3018
 BX3018  HORZ ORDER  -  FIRST
 BX3018  VERT ORDER  -  THIRD ? (See Below)
 BX3018
 BX3018.The horizontal coordinates were established by classical geodetic methods
 BX3018.and adjusted by the National Geodetic Survey in January 1993..
 BX3018
 BX3018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3018.The vertical order pertains to the NGVD 29 superseded value.
 BX3018
 BX3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3018
 BX3018.The geoid height was determined by GEOID03.
 BX3018
 BX3018;                    North         East     Units Scale Factor Converg.
 BX3018;SPC LA N     -   166,095.318   884,087.953   MT  0.99991558   -0 38 54.8
 BX3018;SPC LA N     -   544,931.06  2,900,545.23   sFT  0.99991558   -0 38 54.8
 BX3018;UTM  15      - 3,539,793.475   431,352.956   MT  0.99965811   -0 23 06.1
 BX3018
 BX3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3018!SPC LA N     -   0.99998667  x   0.99991558  =   0.99990226
 BX3018!UTM  15      -   0.99998667  x   0.99965811  =   0.99964479
 BX3018
 BX3018|---------------------------------------------------------------------|
 BX3018| PID    Reference Object                     Distance      Geod. Az  |
 BX3018|                                                           dddmmss.s |
 BX3018| CV7979 ADAMS RM 1                           27.798 METERS 16609     |
 BX3018| CV7980 ADAMS RM 2                           27.063 METERS 26514     |
 BX3018| CQ1657 OIL=R 10                            APPROX. 1.4 KM 3542824.4 |
 BX3018|---------------------------------------------------------------------|
 BX3018
 BX3018                          SUPERSEDED SURVEY CONTROL
 BX3018
 BX3018  NAD 83(1986)-  31 59 31.65947(N)    093 43 36.10424(W) AD(       ) 1
 BX3018  NAD 27      -  31 59 31.06900(N)    093 43 35.44400(W) AD(       ) 1
 BX3018  NGVD 29 (07/19/86)  110.68   (m)          363.1    (f) LEVELING    3  
 BX3018
 BX3018.Superseded values are not recommended for survey control.
 BX3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3018.See file dsdata.txt to determine how the superseded data were derived.
 BX3018
 BX3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3135339793(NAD 83)
 BX3018_MARKER: DS = TRIANGULATION STATION DISK
 BX3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3018
 BX3018  HISTORY     - Date     Condition        Report By
 BX3018  HISTORY     - 1919     MONUMENTED       CGS
 BX3018  HISTORY     - 1935     GOOD             CGS
 BX3018  HISTORY     - 1943     GOOD             USE
 BX3018  HISTORY     - 1949     GOOD             CGS
 BX3018  HISTORY     - 1964     GOOD             CGS
 BX3018  HISTORY     - 1969     GOOD             CGS
 BX3018  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX3018
 BX3018                          STATION DESCRIPTION
 BX3018
 BX3018'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX3018'STATION IS ABOUT 1-1/2 MILES S OF SOUTH MANSFIELD, 12.5 METERS
 BX3018'(41 FEET) E OF CENTER OF KANSAS CITY SOUTHERN RAILWAY, 130 METERS
 BX3018'(427 FEET) N OF ROAD CROSSING, AND 153 METERS (502 FEET)
 BX3018'S OF MILEPOST NO. 595.
 BX3018'
 BX3018'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX3018'DISKS SET IN CONCRETE.
 BX3018'
 BX3018'REFERENCE MARK IS 27.90 METERS (91.5 FEET) FROM STATION
 BX3018'S 13 DEG 51 MIN E.
 BX3018
 BX3018                          STATION RECOVERY (1935)
 BX3018
 BX3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX3018'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BX3018'CONDITION.
 BX3018'
 BX3018'STATION MARK IS 38.3 FEET E OF E RAIL AND 8.6 FEET W OF E
 BX3018'FENCE LINE.
 BX3018'
 BX3018'REFERENCE MARK NO. 1 (1919) IS 1 FOOT W OF E FENCE LINE OF
 BX3018'RAILROAD RIGHT-OF-WAY.
 BX3018'
 BX3018'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX3018'A 14-BY 14-BY 30-INCH CONCRETE PIER, JUST E OF W FENCE LINE,
 BX3018'45.2 FEET W OF W RAIL, 15.8 FEET NW OF 4TH TELEGRAPH POLE S
 BX3018'OF MILEPOST NO. 595 AND 27.05 METERS (88.79 FEET) FROM STATION
 BX3018'S 85 DEG 21 MIN W.
 BX3018'
 BX3018'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 41.795 METERS
 BX3018'(137.13 FEET) IN S 53 DEG 36 MIN E.
 BX3018'
 BX3018'TO REACH GO TO HOME OF MR. H.A. ENLOE, 2-1/2 MILES S OF
 BX3018'MANSFIELD, ON PAVED HIGHWAY 42, FROM THERE GO W BY FARM ROAD FOR
 BX3018'ABOUT 3/4 MILE TO KANSAS CITY SOUTHERN RAILROAD STATION 130
 BX3018'METERS (427 FEET) N OF ROAD CROSSING ON E SIDE OF TRACK.
 BX3018
 BX3018                          STATION RECOVERY (1943)
 BX3018
 BX3018'RECOVERY NOTE BY US ENGINEERS 1943
 BX3018'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 BX3018'CONDITION AS DESCRIBED.
 BX3018
 BX3018                          STATION RECOVERY (1949)
 BX3018
 BX3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 BX3018'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 BX3018'IN GOOD CONDITION.  THIS IS A TRAVERSE STATION.
 BX3018
 BX3018                          STATION RECOVERY (1964)
 BX3018
 BX3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 BX3018'THE STATION WAS VISITED 10-22-64 AND THE STATION UNDERGROUND
 BX3018'MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 BX3018'CONDITION.  THE STATION SURFACE MARK WAS FOUND UPROOTED AND LYING
 BX3018'ON THE GROUND.  THE DISK WAS REMOVED AT THIS DATE.  A NEW SURFACE
 BX3018'MARK WAS SET AT THE STATION (PLUMB BOB) METHOD OVER THE
 BX3018'UNDERGROUND MARK.  A NEW DESCRIPTION FOLLOWS--
 BX3018'
 BX3018'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF MANSFIELD, 1.5
 BX3018'MILES SOUTH OF SOUTH MANSFIELD, ALONG THE KANSAS CITY SOUTHERN
 BX3018'RAILROAD TRACKS, 171 PACES SOUTH OF MILEPOST 595, 206 PACES
 BX3018'SOUTH OF A PRIVATE UNDERPASS UNDER THE RAILROAD, 38.3 FEET
 BX3018'EAST OF THE EAST RAIL OF THE TRACKS, 9 FEET WEST OF THE EAST
 BX3018'RIGHT-OF-WAY FENCE LINE, 35 FEET SOUTH OF AN 18-INCH OAK TREE,
 BX3018'78.8 FEET EAST OF THE FOURTH TELEGRAPH POLE SOUTH OF MILEPOST
 BX3018'595, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAIL AND 6 FEET WEST
 BX3018'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BX3018'ADAMS 1919 1964, PROJECTING 2 INCHES.
 BX3018'
 BX3018'REFERENCE MARK NO. 1 IS 91.20 FEET SOUTH OF THE STATION, 46 FEET
 BX3018'EAST OF THE EAST RAIL OF THE TRACK, AND 1 FOOT WEST OF THE
 BX3018'RIGHT-OF-WAY FENCE LINE.  IT IS A STANDARD DISK, STAMPED ADAMS
 BX3018'NO 1 1919, FLUSH WITH THE GROUND.
 BX3018'
 BX3018'REFERENCE MARK NO. 2 IS 88.79 FEET WEST OF THE STATION, 46
 BX3018'FEET WEST OF THE WEST RAIL OF THE TRACK, 1 FOOT EAST OF THE
 BX3018'RIGHT-OF-WAY FENCE LINE AND 15.5 FEET NNW OF THE 4TH POLE SOUTH
 BX3018'OF MILEPOST 595.  IT IS A STANDARD DISK, STAMPED ADAMS NO 2
 BX3018'1919, PROJECTING 2 INCHES.
 BX3018'
 BX3018'THE DISTANCE BETWEEN R.M. NO. 1 AND NO. 2 IS 137.13 FEET.
 BX3018'
 BX3018'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 84
 BX3018'AND U.S. HIGHWAY 171 AT THE SOUTH EDGE OF MANSFIELD, GO SOUTH,
 BX3018'ACROSS TRACKS, FOR 2.5 MILES ON U.S. HIGHWAY 171 TO A DRIVEWAY
 BX3018'RIGHT, TURN RIGHT CROSSING CATTLE GUARD AND PASSING TO THE
 BX3018'RIGHT OF THE HOUSE AND SHEDS FOR 0.15 MILE TO A GATE IN THE
 BX3018'PASTURE FENCE, PASS THROUGH GATE AND CONTINUE WEST ALONG TRACK
 BX3018'ROAD ACROSS PASTURE FOR 0.7 MILE TO THE RAILROAD TRACK FOLLOW
 BX3018'ALONG THE EAST RIGHT-OF-WAY FENCE LINE FOR 0.1 MILE TO THE
 BX3018'STATION ON THE RIGHT BETWEEN THE FENCE AND THE TRACKS.
 BX3018
 BX3018                          STATION RECOVERY (1969)
 BX3018
 BX3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BX3018'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED AND FOUND
 BX3018'IN GOOD CONDITION AS DESCRIBED BY A.K.H. IN 1964.
 BX3018'
 BX3018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 BX3018'SOUTH OF MANSFIELD.
 BX3018
 BX3018                          STATION RECOVERY (1997)
 BX3018
 BX3018'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3095 ***********************************************************************
 CQ3095  DESIGNATION -  ADAMS
 CQ3095  PID         -  CQ3095
 CQ3095  STATE/COUNTY-  LA/RED RIVER
 CQ3095  USGS QUAD   -  MARTIN (1986)
 CQ3095
 CQ3095                         *CURRENT SURVEY CONTROL
 CQ3095  ___________________________________________________________________
 CQ3095* NAD 83(1992)-  32 05 35.83492(N)    093 10 24.76532(W)     ADJUSTED  
 CQ3095* NAVD 88     -        49.31   (+/-2cm)     161.8    (feet)  VERTCON   
 CQ3095  ___________________________________________________________________
 CQ3095  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CQ3095  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ3095
 CQ3095  HORZ ORDER  -  FIRST
 CQ3095  VERT ORDER  -  THIRD ? (See Below)
 CQ3095
 CQ3095.The horizontal coordinates were established by classical geodetic methods
 CQ3095.and adjusted by the National Geodetic Survey in January 1993..
 CQ3095
 CQ3095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3095.The vertical order pertains to the NGVD 29 superseded value.
 CQ3095
 CQ3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3095
 CQ3095.The geoid height was determined by GEOID03.
 CQ3095
 CQ3095;                    North         East     Units Scale Factor Converg.
 CQ3095;SPC LA N     -   176,853.564   936,424.587   MT  0.99991942   -0 21 22.0
 CQ3095;SPC LA N     -   580,227.07  3,072,253.00   sFT  0.99991942   -0 21 22.0
 CQ3095;UTM  15      - 3,550,789.159   483,624.268   MT  0.99960331   -0 05 31.9
 CQ3095
 CQ3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3095!SPC LA N     -   0.99999632  x   0.99991942  =   0.99991574
 CQ3095!UTM  15      -   0.99999632  x   0.99960331  =   0.99959963
 CQ3095
 CQ3095|---------------------------------------------------------------------|
 CQ3095| PID    Reference Object                     Distance      Geod. Az  |
 CQ3095|                                                           dddmmss.s |
 CQ3095| CX4888 ADAMS RM 1                           28.758 METERS 26701     |
 CQ3095| CX4887 ADAMS AZ MK                                        2683148.0 |
 CQ3095| CX4889 ADAMS RM 2                           23.669 METERS 35302     |
 CQ3095|---------------------------------------------------------------------|
 CQ3095
 CQ3095                          SUPERSEDED SURVEY CONTROL
 CQ3095
 CQ3095  NAD 83(1986)-  32 05 35.84903(N)    093 10 24.75732(W) AD(       ) 1
 CQ3095  NAD 27      -  32 05 35.27377(N)    093 10 24.17003(W) AD(       ) 1
 CQ3095  NGVD 29 (07/19/86)   49.36   (m)          161.9    (f) LEVELING    3  
 CQ3095
 CQ3095.Superseded values are not recommended for survey control.
 CQ3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3095.See file dsdata.txt to determine how the superseded data were derived.
 CQ3095
 CQ3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8362450789(NAD 83)
 CQ3095_MARKER: DS = TRIANGULATION STATION DISK
 CQ3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3095
 CQ3095  HISTORY     - Date     Condition        Report By
 CQ3095  HISTORY     - 1965     MONUMENTED       CGS
 CQ3095  HISTORY     - 1966     GOOD             CGS
 CQ3095  HISTORY     - 1969     GOOD             CGS
 CQ3095
 CQ3095                          STATION DESCRIPTION
 CQ3095
 CQ3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3095'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF HALL SUMMIT, ABOUT
 CQ3095'5 MILES SOUTHWEST OF ASHLAND, ABOUT 3/4 MILE WEST OF BRIDGE OVER
 CQ3095'BLACK LAKE BAYOU AT THE RED RIVER-NATCHITOCHES PARISH LINE, IN
 CQ3095'PASTURE LAND AT THE SOUTH SIDE OF STATE HIGHWAY 155 AND 0.2 MILE
 CQ3095'EAST OF THE JUNCTION OF STATE HIGHWAY 155 AND 787.  IT IS IN THE
 CQ3095'SE 1/4 OF SEC. 22, T 13 N., R 8 W.  IT IS 27 FEET SOUTHEAST OF
 CQ3095'CENTER OF GATE AND 17-1/2 FEET SOUTH OF FENCELINE.  STATION IS
 CQ3095'MARKED BY A STANDARD TRIANGULATION DISK SET IN THE TOP OF A 10
 CQ3095'INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 1 INCH ABOVE
 CQ3095'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED ADAMS 1965.
 CQ3095'
 CQ3095'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 153 AND 155, AT THE
 CQ3095'SCHOOL HOUSE IN ASHLAND.  GO WEST AND SOUTHWEST ON STATE HIGHWAY
 CQ3095'155 FOR 4.9 MILES TO A BRIDGE OVER THE BLACK LAKE BAYOU, CONTINUE
 CQ3095'WESTERLY ON STATE HIGHWAY 155 FOR 0.7 MILE TO A GATE INTO PASTURE
 CQ3095'ON SOUTH SIDE OF ROAD AND STATION AS DESCRIBED.  CONTINUE
 CQ3095'WESTERLY ON STATE HIGHWAY 155 FOR 0.5 MILE TO AZIMUTH MARK ON THE
 CQ3095'SOUTH SIDE OF ROAD.
 CQ3095'
 CQ3095'AZIMUTH MARK, IS 35 FEET SOUTH OF CENTER OF HIGHWAY, 2.8 FEET
 CQ3095'EAST OF METAL WITNESS POST WITH SIGN ATTACHED, 2-1/2 FEET NORTH
 CQ3095'OF FENCELINE AND IS DIRECTLY ACROSS HIGHWAY FROM THE HOME OF
 CQ3095'MR. O.E. HESTER AND AT THE NORTH EDGE OF A CULTIVATED FIELD.  IT
 CQ3095'IS MARKED BY A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 CQ3095'10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 7 INCHES ABOVE
 CQ3095'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED ADAMS 1965.
 CQ3095'
 CQ3095'REFERENCE MARK NO. 1, IS 35-1/2 FEET SOUTH OF CENTER OF HIGHWAY,
 CQ3095'7 FEET WEST OF CENTER OF POWERLINE AND 1-1/2 FEET SOUTH OF
 CQ3095'FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK SET
 CQ3095'IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 CQ3095'4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 CQ3095'ADAMS NO. 1 1965.
 CQ3095'
 CQ3095'REFERENCE MARK NO. 2, IS 62 FEET SOUTHEAST OF A 14 INCH PINE
 CQ3095'TREE, 28 FEET NORTH OF CENTER OF HIGHWAY, 7 FEET SOUTH OF A CREPE
 CQ3095'MYRTLE BUSH AND 2 FEET NORTH OF FENCELINE.  IT IS MARKED BY A
 CQ3095'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE
 CQ3095'CYLINDER MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF
 CQ3095'THE GROUND.  THE DISK IS STAMPED ADAMS NO. 2 1965.
 CQ3095'
 CQ3095'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 30.55 METERS.
 CQ3095
 CQ3095                          STATION RECOVERY (1966)
 CQ3095
 CQ3095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 CQ3095'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CQ3095
 CQ3095                          STATION RECOVERY (1969)
 CQ3095
 CQ3095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 CQ3095'THIS MARK WAS RECOVERED AND STATION AND REFERENCE MARKS FOUND
 CQ3095'IN GOOD CONDITION.  THE DESCRIPTION WAS NOT AVAILABLE AT TIME
 CQ3095'OF RECOVERY SO THE AZIMUTH MARK WAS NOT RECOVERED.  THE
 CQ3095'DESCRIPTION WAS READ AT A LATER DATE AND THERE APPEARS TO BE NO
 CQ3095'REASON FOR THE AZIMUTH MARK TO HAVE BEEN DESTROYED.
 CQ3095'
 CQ3095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3095'5 MILES SOUTHWEST OF ASHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2866 ***********************************************************************
 BJ2866  DESIGNATION -  ADAMS AZ MK LADTD
 BJ2866  PID         -  BJ2866
 BJ2866  STATE/COUNTY-  LA/ST TAMMANY
 BJ2866  USGS QUAD   -  COVINGTON (1994)
 BJ2866
 BJ2866                         *CURRENT SURVEY CONTROL
 BJ2866  ___________________________________________________________________
 BJ2866* NAD 83(1992)-  30 25 52.91003(N)    090 05 08.83550(W)     ADJUSTED  
 BJ2866* NAVD 88     -         7.148  (meters)      23.45   (feet)  ADJUSTED  
 BJ2866  ___________________________________________________________________
 BJ2866  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BJ2866  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2866  DYNAMIC HT  -           7.139 (meters)      23.42  (feet)  COMP
 BJ2866  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ2866
 BJ2866  HORZ ORDER  -  SECOND
 BJ2866  VERT ORDER  -  SECOND    CLASS I
 BJ2866
 BJ2866.The horizontal coordinates were established by classical geodetic methods
 BJ2866.and adjusted by the National Geodetic Survey in January 1993..
 BJ2866
 BJ2866.The orthometric height was determined by differential leveling
 BJ2866.and adjusted by the National Geodetic Survey in February 1994..
 BJ2866
 BJ2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2866
 BJ2866.The geoid height was determined by GEOID03.
 BJ2866
 BJ2866.The dynamic height is computed by dividing the NAVD 88
 BJ2866.geopotential number by the normal gravity value computed on the
 BJ2866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2866.degrees latitude (g = 980.6199 gals.).
 BJ2866
 BJ2866.The modeled gravity was interpolated from observed gravity values.
 BJ2866
 BJ2866;                    North         East     Units Scale Factor Converg.
 BJ2866;SPC LA S     -   214,734.984 1,119,839.155   MT  0.99995387   +0 37 25.6
 BJ2866;SPC LA S     -   704,509.69  3,674,005.63   sFT  0.99995387   +0 37 25.6
 BJ2866;UTM  15      - 3,370,192.974   779,904.692   MT  1.00056665   +1 28 37.3
 BJ2866
 BJ2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2866!SPC LA S     -   1.00000310  x   0.99995387  =   0.99995697
 BJ2866!UTM  15      -   1.00000310  x   1.00056665  =   1.00056975
 BJ2866
 BJ2866:                Primary Azimuth Mark                     Grid Az
 BJ2866:SPC LA S     -  ADAMS                                    086 44 29.7
 BJ2866:UTM  15      -  ADAMS                                    085 53 18.0
 BJ2866
 BJ2866|---------------------------------------------------------------------|
 BJ2866| PID    Reference Object                     Distance      Geod. Az  |
 BJ2866|                                                           dddmmss.s |
 BJ2866| BJ2839 ADAMS                               APPROX. 0.6 KM 0872155.3 |
 BJ2866| BJ2841 52 H 009                            400.869 METERS 1371407.9 |
 BJ2866|---------------------------------------------------------------------|
 BJ2866
 BJ2866                          SUPERSEDED SURVEY CONTROL
 BJ2866
 BJ2866  NAD 83(1986)-  30 25 52.92199(N)    090 05 08.83287(W) AD(       ) 2
 BJ2866  NAD 27      -  30 25 52.22421(N)    090 05 08.55639(W) AD(       ) 2
 BJ2866  NGVD 29 (??/??/??)    7.127  (m)           23.38   (f) ADJUSTED    2 1
 BJ2866
 BJ2866.Superseded values are not recommended for survey control.
 BJ2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2866.See file dsdata.txt to determine how the superseded data were derived.
 BJ2866
 BJ2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7990570193(NAD 83)
 BJ2866_MARKER: DZ = AZIMUTH MARK DISK
 BJ2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2866_SP_SET: CONCRETE POST
 BJ2866_STAMPING: ADAMS AZIMUTH 1977
 BJ2866_MARK LOGO: LADTD 
 BJ2866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2866+STABILITY: SURFACE MOTION
 BJ2866
 BJ2866  HISTORY     - Date     Condition        Report By
 BJ2866  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2866  HISTORY     - 1977     GOOD             LADTD
 BJ2866  HISTORY     - 1979     GOOD             LADTD
 BJ2866  HISTORY     - 1982     GOOD             LADTD
 BJ2866
 BJ2866                          STATION DESCRIPTION
 BJ2866
 BJ2866'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BJ2866'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF COVINGTON.  THE
 BJ2866'MARK IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NEAR THE APPROACH
 BJ2866'RAMP TO THE WEST ON INTERSTATE HIGHWAY 12 FROM THE NORTH BOUND
 BJ2866'LANE ON U.S. HIGHWAY 190.
 BJ2866'
 BJ2866'TO REACH THE STATION FROM THE INTERSECTION AT STATE HIGHWAY 21
 BJ2866'AND U.S. HIGHWAY 190 IN SOUTH COVINGTON, DRIVE SOUTH ON
 BJ2866'U.S. HIGHWAY 190 FOR 3.2 MILES TO THE APPROACH RAMP WEST ON
 BJ2866'INTERSTATE HIGHWAY 12, TAKE RAMP AND GO 0.2 MILES TO MARK ON THE
 BJ2866'LEFT AND SOUTH OF THE RAMP NEAR THE RAMP FROM THE NORTH BOUND
 BJ2866'LANE ON U.S. HIGHWAY 190.
 BJ2866'
 BJ2866'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 BJ2866'DISK (AZIMUTH) SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ2866'THAT IS FLUSH WITH THE GROUND.  THE SUB-SURFACE DISK MARK IS SET
 BJ2866'IN TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW
 BJ2866'THE GROUND SURFACE.  THEY ARE STAMPED ADAMS 1977.  THE MARK IS
 BJ2866'119 FEET SOUTH OF THE CENTER OF THE APPROACH RAMP FROM THE SOUTH
 BJ2866'BOUND LANE ON U.S. HIGHWAY 190 TO THE WEST BOUND LANE ON
 BJ2866'INTERSTATE HIGHWAY 12, 87 FEET SOUTHWEST OF THE SOUTH END OF
 BJ2866'A CULVERT UNDER THE RAMP LEADING TO THE WEST BOUND LANE ON
 BJ2866'INTERSTATE HIGHWAY 12, 37.5 FEET NORTH OF THE CENTER OF THE
 BJ2866'APPROACH RAMP LEADING TO THE WEST BOUND LANE ON INTERSTATE
 BJ2866'HIGHWAY 12 FROM THE NORTH BOUND LANE ON U.S. HIGHWAY 190
 BJ2866'AND 1.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ2866
 BJ2866                          STATION RECOVERY (1977)
 BJ2866
 BJ2866'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ2866'2.2 MI SE FROM COVINGTON.
 BJ2866'3.4 MILES ALONG U S. 190 FROM ITS JUNCTION WITH LA. 21 AT CLAIBORNE
 BJ2866'HILL COVINGTON. LOCATED ON RAMP COMING FROM NORTH BOUND U.S. 190 GOING
 BJ2866'TO WEST BOUND LANE OF I-12. 263 WEST OF NORTHWEST END OF OVERPASS OVER
 BJ2866'U.S.190 AND 37 FEET NORTH OF CENTERLINE OF RAMP
 BJ2866
 BJ2866                          STATION RECOVERY (1979)
 BJ2866
 BJ2866'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ2866'THE STATION WAS VISITED IN NOVEMBER 1979 AND FOUND IN GOOD CONDITION.
 BJ2866'THE 1977 DESCRIPTION IS ADEQUATE TO RECOVER THE MARK. NO OBSERVATION
 BJ2866'WAS MADE TO STATION ADAMS 1970.  THE LINE WAS BLOCKED BY A 36 INCH
 BJ2866'PINE TREE WHICH COULD NOT BE CUT.
 BJ2866
 BJ2866                          STATION RECOVERY (1982)
 BJ2866
 BJ2866'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1121 ***********************************************************************
 AT1121  DESIGNATION -  ADAMS BAY OIL DERRICK
 AT1121  PID         -  AT1121
 AT1121  STATE/COUNTY-  LA/PLAQUEMINES
 AT1121  USGS QUAD   -  BURAS (1993)
 AT1121
 AT1121                         *CURRENT SURVEY CONTROL
 AT1121  ___________________________________________________________________
 AT1121* NAD 83(1992)-  29 21 16.22340(N)    089 36 51.23760(W)     ADJUSTED  
 AT1121* NAVD 88     -                                                        
 AT1121  **This station is located in a subsidence area (see below).
 AT1121  ___________________________________________________________________
 AT1121  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1121  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AT1121
 AT1121  HORZ ORDER  -  THIRD
 AT1121
 AT1121.The horizontal coordinates were established by classical geodetic methods
 AT1121.and adjusted by the National Geodetic Survey in January 1993..
 AT1121
 AT1121 ** The orthometric height has not been validated since last determined
 AT1121 ** by differential leveling and should not be used for control purposes.
 AT1121 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1121 ** area with valid NAVD 88 orthometric heights.
 AT1121 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1121 ** epoch indicated which incorporates improved geoid heights for the
 AT1121 ** Southern Louisiana Subsidence area.
 AT1121 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1121
 AT1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1121
 AT1121.The geoid height was determined by GEOID03.
 AT1121
 AT1121;                    North         East     Units Scale Factor Converg.
 AT1121;SPC LA S     -    95,971.335 1,166,924.428   MT  0.99998891   +0 51 34.5
 AT1121;SPC LA S     -   314,865.95  3,828,484.56   sFT  0.99998891   +0 51 34.5
 AT1121;UTM  16      - 3,250,102.532   246,201.519   MT  1.00039489   -1 16 56.0
 AT1121
 AT1121                          SUPERSEDED SURVEY CONTROL
 AT1121
 AT1121  NAD 83(1986)-  29 21 16.23215(N)    089 36 51.24588(W) AD(       ) 4
 AT1121  NAD 27      -  29 21 15.43800(N)    089 36 51.02300(W) AD(       ) 3
 AT1121
 AT1121.Superseded values are not recommended for survey control.
 AT1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1121.See file dsdata.txt to determine how the superseded data were derived.
 AT1121
 AT1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4620250103(NAD 83)
 AT1121_MARKER: 67 = OIL DERRICK
 AT1121
 AT1121  HISTORY     - Date     Condition        Report By
 AT1121  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1121
 AT1121                          STATION DESCRIPTION
 AT1121
 AT1121'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1120 ***********************************************************************
 AT1120  DESIGNATION -  ADAMS BAY SHORT WATER TANK
 AT1120  PID         -  AT1120
 AT1120  STATE/COUNTY-  LA/PLAQUEMINES
 AT1120  USGS QUAD   -  BURAS (1993)
 AT1120
 AT1120                         *CURRENT SURVEY CONTROL
 AT1120  ___________________________________________________________________
 AT1120* NAD 83(1992)-  29 21 16.64652(N)    089 36 53.61003(W)     ADJUSTED  
 AT1120* NAVD 88     -                                                        
 AT1120  **This station is located in a subsidence area (see below).
 AT1120  ___________________________________________________________________
 AT1120  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1120  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AT1120
 AT1120  HORZ ORDER  -  THIRD
 AT1120
 AT1120.The horizontal coordinates were established by classical geodetic methods
 AT1120.and adjusted by the National Geodetic Survey in January 1993..
 AT1120
 AT1120 ** The orthometric height has not been validated since last determined
 AT1120 ** by differential leveling and should not be used for control purposes.
 AT1120 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1120 ** area with valid NAVD 88 orthometric heights.
 AT1120 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1120 ** epoch indicated which incorporates improved geoid heights for the
 AT1120 ** Southern Louisiana Subsidence area.
 AT1120 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1120
 AT1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1120
 AT1120.The geoid height was determined by GEOID03.
 AT1120
 AT1120;                    North         East     Units Scale Factor Converg.
 AT1120;SPC LA S     -    95,983.401 1,166,860.248   MT  0.99998889   +0 51 33.3
 AT1120;SPC LA S     -   314,905.54  3,828,274.00   sFT  0.99998889   +0 51 33.3
 AT1120;UTM  16      - 3,250,116.994   246,137.809   MT  1.00039529   -1 16 57.2
 AT1120
 AT1120                          SUPERSEDED SURVEY CONTROL
 AT1120
 AT1120  NAD 83(1986)-  29 21 16.65531(N)    089 36 53.61836(W) AD(       ) 4
 AT1120  NAD 27      -  29 21 15.86000(N)    089 36 53.39000(W) AD(       ) 3
 AT1120
 AT1120.Superseded values are not recommended for survey control.
 AT1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1120.See file dsdata.txt to determine how the superseded data were derived.
 AT1120
 AT1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4613850117(NAD 83)
 AT1120_MARKER: 51 = TANK
 AT1120
 AT1120  HISTORY     - Date     Condition        Report By
 AT1120  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1120
 AT1120                          STATION DESCRIPTION
 AT1120
 AT1120'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2840 ***********************************************************************
 BJ2840  DESIGNATION -  ADAMS RM 1
 BJ2840  PID         -  BJ2840
 BJ2840  STATE/COUNTY-  LA/ST TAMMANY
 BJ2840  USGS QUAD   -  COVINGTON (1994)
 BJ2840
 BJ2840                         *CURRENT SURVEY CONTROL
 BJ2840  ___________________________________________________________________
 BJ2840* NAD 83(1986)-  30 25 55.     (N)    090 04 44.     (W)     SCALED    
 BJ2840* NAVD 88     -         8.581  (meters)      28.15   (feet)  ADJUSTED  
 BJ2840  ___________________________________________________________________
 BJ2840  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2840  DYNAMIC HT  -           8.570 (meters)      28.12  (feet)  COMP
 BJ2840  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ2840
 BJ2840  VERT ORDER  -  SECOND    CLASS I
 BJ2840
 BJ2840.The horizontal coordinates were scaled from a topographic map and have
 BJ2840.an estimated accuracy of +/- 6 seconds.
 BJ2840
 BJ2840.The orthometric height was determined by differential leveling
 BJ2840.and adjusted by the National Geodetic Survey in February 1994..
 BJ2840
 BJ2840.The geoid height was determined by GEOID03.
 BJ2840
 BJ2840.The dynamic height is computed by dividing the NAVD 88
 BJ2840.geopotential number by the normal gravity value computed on the
 BJ2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2840.degrees latitude (g = 980.6199 gals.).
 BJ2840
 BJ2840.The modeled gravity was interpolated from observed gravity values.
 BJ2840
 BJ2840;                    North         East    Units  Estimated Accuracy
 BJ2840;SPC LA S     -   214,810.    1,120,500.      MT  (+/- 180 meters Scaled)
 BJ2840
 BJ2840                          SUPERSEDED SURVEY CONTROL
 BJ2840
 BJ2840  NGVD 29 (??/??/??)    8.571  (m)           28.12   (f) ADJUSTED    2 1
 BJ2840
 BJ2840.Superseded values are not recommended for survey control.
 BJ2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2840.See file dsdata.txt to determine how the superseded data were derived.
 BJ2840
 BJ2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP805702(NAD 83)
 BJ2840_MARKER: DR = REFERENCE MARK DISK
 BJ2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2840_SP_SET: CONCRETE POST
 BJ2840_STAMPING: ADAMS NO 1 1970
 BJ2840_MARK LOGO: NGS   
 BJ2840_PROJECTION: FLUSH
 BJ2840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2840+STABILITY: SURFACE MOTION
 BJ2840
 BJ2840  HISTORY     - Date     Condition        Report By
 BJ2840  HISTORY     - 1970     MONUMENTED       NGS
 BJ2840  HISTORY     - 1982     GOOD             LADTD
 BJ2840
 BJ2840                          STATION DESCRIPTION
 BJ2840
 BJ2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BJ2840'3.4 MI SOUTH FROM COVINGTON.
 BJ2840'2.9 MILES SOUTH ALONG U.S. 190 FROM THE JUNCTION OF U S 190 AND LA
 BJ2840'21 AT CLAIBORNE HILL AT COVINGTON TO HELENBERG ROAD, EAST ALONG
 BJ2840'HELENBERG ROAD 0.3 MILE, 33 FEET WEST OF AUSTIN ADAMS DRIVEWAY AND 21
 BJ2840'FEET NORTHWEST OF A 20 INCH PINE TREE AND 103 FEET NORTH OF ADAMS
 BJ2840
 BJ2840                          STATION RECOVERY (1982)
 BJ2840
 BJ2840'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2840'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BJ2840'INTERSECTION OF INTERSTATE 12 AND U.S. 190 SOUTH OF COVINGTON, GO
 BJ2840'NORTH ALONG U.S. 190 FOR 0.8 KM (0.5 MI) TO THE FRONTAGE ROAD ON THE
 BJ2840'RIGHT, THEN GO SOUTH ALONG FRONTAGE ROAD FOR 0.6 KM (0.35 MI) TO
 BJ2840'HELENBURG ROAD ON THE LEFT, THEN GO EAST ALONG HELENBURG ROAD FOR
 BJ2840'0.5 KM (0.28 MI) TO THE STATION ON THE LEFT, 10.1 METERS (33 FT) WEST
 BJ2840'OF DRIVEWAY, 6.4 METERS (21 FT) NORTHWEST OF A 18-INCH PINE TREE, AND
 BJ2840'31.4 METERS (103 FT) NORTH OF ADAMS 1970.
 BJ2840'THE MARK IS ABOVE LEVEL WITH HELENBURG ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2838 ***********************************************************************
 BJ2838  DESIGNATION -  ADAMS RM 2
 BJ2838  PID         -  BJ2838
 BJ2838  STATE/COUNTY-  LA/ST TAMMANY
 BJ2838  USGS QUAD   -  COVINGTON (1994)
 BJ2838
 BJ2838                         *CURRENT SURVEY CONTROL
 BJ2838  ___________________________________________________________________
 BJ2838* NAD 83(1986)-  30 25 55.     (N)    090 04 44.     (W)     SCALED    
 BJ2838* NAVD 88     -         8.221  (meters)      26.97   (feet)  ADJUSTED  
 BJ2838  ___________________________________________________________________
 BJ2838  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2838  DYNAMIC HT  -           8.210 (meters)      26.94  (feet)  COMP
 BJ2838  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ2838
 BJ2838  VERT ORDER  -  SECOND    CLASS I
 BJ2838
 BJ2838.The horizontal coordinates were scaled from a topographic map and have
 BJ2838.an estimated accuracy of +/- 6 seconds.
 BJ2838
 BJ2838.The orthometric height was determined by differential leveling
 BJ2838.and adjusted by the National Geodetic Survey in February 1994..
 BJ2838
 BJ2838.The geoid height was determined by GEOID03.
 BJ2838
 BJ2838.The dynamic height is computed by dividing the NAVD 88
 BJ2838.geopotential number by the normal gravity value computed on the
 BJ2838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2838.degrees latitude (g = 980.6199 gals.).
 BJ2838
 BJ2838.The modeled gravity was interpolated from observed gravity values.
 BJ2838
 BJ2838;                    North         East    Units  Estimated Accuracy
 BJ2838;SPC LA S     -   214,810.    1,120,500.      MT  (+/- 180 meters Scaled)
 BJ2838
 BJ2838                          SUPERSEDED SURVEY CONTROL
 BJ2838
 BJ2838  NGVD 29 (??/??/??)    8.210  (m)           26.94   (f) ADJUSTED    2 1
 BJ2838
 BJ2838.Superseded values are not recommended for survey control.
 BJ2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2838.See file dsdata.txt to determine how the superseded data were derived.
 BJ2838
 BJ2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP805702(NAD 83)
 BJ2838_MARKER: DR = REFERENCE MARK DISK
 BJ2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2838_SP_SET: CONCRETE POST
 BJ2838_STAMPING: ADAMS NO 2 1970
 BJ2838_MARK LOGO: NGS   
 BJ2838_PROJECTION: FLUSH
 BJ2838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2838+STABILITY: SURFACE MOTION
 BJ2838
 BJ2838  HISTORY     - Date     Condition        Report By
 BJ2838  HISTORY     - 1970     MONUMENTED       NGS
 BJ2838  HISTORY     - 1982     GOOD             LADTD
 BJ2838
 BJ2838                          STATION DESCRIPTION
 BJ2838
 BJ2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BJ2838'3.4 MI SOUTH FROM COVINGTON.
 BJ2838'2.9 MILES SOUTH ALONG U.S. 190 FROM THE JUNCTION OF U.S. 190 AND LA.
 BJ2838'21 AT CLAIBORNE HILL COVINGTON TO HELENBERG ROAD, EAST ALONG HELENBERG
 BJ2838'ROAD FOR 0.3 MILE, 17 FEET NORTH OF HELENBERG ROAD, 10 FEET SOUTHWEST
 BJ2838'OF A 20 INCH PINE, 1 FOOT NORTH OF A FENCE, 93 FEET SOUTHWEST OF ADAMS
 BJ2838
 BJ2838                          STATION RECOVERY (1982)
 BJ2838
 BJ2838'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2838'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BJ2838'INTERSECTION OF INTERSTATE 12 AND U.S. 190 SOUTH OF COVINGTON, GO
 BJ2838'NORTH ALONG U.S. 190 FOR 0.8 KM (0.5 MI) TO THE FRONTAGE ROAD ON
 BJ2838'RIGHT, THEN GO SOUTH ALONG FRONTAGE ROAD FOR 0.6 KM (0.35 MI) TO
 BJ2838'HELENBURG ROAD ON LEFT, THEN GO EAST ALONG HELENBURG ROAD FOR 0.5 KM
 BJ2838'(0.28 MI) TO THE MARKER ON THE LEFT, 5.2 METERS (17 FT) NORTH OF
 BJ2838'HELENBURG ROAD, 3 METERS (10 FT) SOUTHWEST OF A 18-INCH PINE TREE,
 BJ2838'0.3 METER (1 FT) NORTH OF A FENCE, 28.4 METERS (93 FT) SOUTHWEST OF
 BJ2838'STATION ADAMS 1970.
 BJ2838'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 BJ2838'THE MARK IS ABOVE LEVEL WITH HELENBURG ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2522 ***********************************************************************
 AU2522  DESIGNATION -  ADELINE PLANTATION MILL STACK
 AU2522  PID         -  AU2522
 AU2522  STATE/COUNTY-  LA/ST MARY
 AU2522  USGS QUAD   -  CHARENTON (1980)
 AU2522
 AU2522                         *CURRENT SURVEY CONTROL
 AU2522  ___________________________________________________________________
 AU2522* NAD 83(1992)-  29 52 36.89642(N)    091 35 02.88574(W)     ADJUSTED  
 AU2522* NAVD 88     -                                                        
 AU2522  **This station is located in a subsidence area (see below).
 AU2522  ___________________________________________________________________
 AU2522  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2522  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AU2522
 AU2522  HORZ ORDER  -  THIRD
 AU2522
 AU2522.The horizontal coordinates were established by classical geodetic methods
 AU2522.and adjusted by the National Geodetic Survey in January 1993..
 AU2522
 AU2522 ** The orthometric height has not been validated since last determined
 AU2522 ** by differential leveling and should not be used for control purposes.
 AU2522 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2522 ** area with valid NAVD 88 orthometric heights.
 AU2522 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2522 ** epoch indicated which incorporates improved geoid heights for the
 AU2522 ** Southern Louisiana Subsidence area.
 AU2522 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2522
 AU2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2522
 AU2522.The geoid height was determined by GEOID03.
 AU2522
 AU2522;                    North         East     Units Scale Factor Converg.
 AU2522;SPC LA S     -   152,649.857   975,773.043   MT  0.99992807   -0 07 31.5
 AU2522;SPC LA S     -   500,818.74  3,201,348.73   sFT  0.99992807   -0 07 31.5
 AU2522;UTM  15      - 3,305,988.417   636,732.173   MT  0.99983067   +0 42 19.5
 AU2522
 AU2522                          SUPERSEDED SURVEY CONTROL
 AU2522
 AU2522  NAD 83(1986)-  29 52 36.91636(N)    091 35 02.87816(W) AD(       ) 4
 AU2522  NAD 27      -  29 52 36.17985(N)    091 35 02.47404(W) AD(       ) 3
 AU2522
 AU2522.Superseded values are not recommended for survey control.
 AU2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2522.See file dsdata.txt to determine how the superseded data were derived.
 AU2522
 AU2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3673205988(NAD 83)
 AU2522_MARKER: 63 = STACK
 AU2522
 AU2522  HISTORY     - Date     Condition        Report By
 AU2522  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2522  HISTORY     - 1948     GOOD             CGS
 AU2522  HISTORY     - 1957     GOOD             CGS
 AU2522
 AU2522                          STATION DESCRIPTION
 AU2522
 AU2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2522'RECOVERED.  STATION IS ABOUT 3.6
 AU2522'MILES NW OF BALDWIN OR 5.5 MILES SE ALONG U.S. HIGHWAY 90
 AU2522'FROM JEANERETTE, BETWEEN THE HIGHWAY AND BAYOU TECHE, AT THE SITE
 AU2522'OF THE ABANDONED ADELINE PLANTATION SUGAR MILL.  THE STATION
 AU2522'IS THE LONE WHITE CONCRETE STACK ABOUT 175 FEET HIGH.  STACK
 AU2522'SHOWS SOME WEATHERING ON TOP.
 AU2522
 AU2522                          STATION RECOVERY (1957)
 AU2522
 AU2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2522'STATION RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY NOTE
 AU2522'BY C.W.C. IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0681 ***********************************************************************
 AV0681  DESIGNATION -  ADLAR
 AV0681  PID         -  AV0681
 AV0681  STATE/COUNTY-  LA/VERMILION
 AV0681  USGS QUAD   -  FORKED ISLAND (1979)
 AV0681
 AV0681                         *CURRENT SURVEY CONTROL
 AV0681  ___________________________________________________________________
 AV0681* NAD 83(1992)-  29 46 58.61393(N)    092 20 01.03129(W)     ADJUSTED  
 AV0681* NAVD 88     -         1.8  **(meters)       6.   **(feet)  VERTCON   
 AV0681  **This station is located in a subsidence area (see below).
 AV0681  ___________________________________________________________________
 AV0681  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AV0681  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AV0681
 AV0681  HORZ ORDER  -  SECOND
 AV0681
 AV0681.The horizontal coordinates were established by classical geodetic methods
 AV0681.and adjusted by the National Geodetic Survey in January 1993..
 AV0681
 AV0681 ** The orthometric height has not been validated since last determined
 AV0681 ** by differential leveling and should not be used for control purposes.
 AV0681 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0681 ** area with valid NAVD 88 orthometric heights.
 AV0681 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0681 ** epoch indicated which incorporates improved geoid heights for the
 AV0681 ** Southern Louisiana Subsidence area.
 AV0681 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0681
 AV0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0681
 AV0681.The geoid height was determined by GEOID03.
 AV0681
 AV0681;                    North         East     Units Scale Factor Converg.
 AV0681;SPC LA S     -   142,629.964   903,284.458   MT  0.99993293   -0 30 00.6
 AV0681;SPC LA S     -   467,945.14  2,963,525.76   sFT  0.99993293   -0 30 00.6
 AV0681;UTM  15      - 3,294,920.722   564,410.971   MT  0.99965119   +0 19 51.6
 AV0681
 AV0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0681!SPC LA S     -   1.00000384  x   0.99993293  =   0.99993677
 AV0681!UTM  15      -   1.00000384  x   0.99965119  =   0.99965503
 AV0681
 AV0681:                Primary Azimuth Mark                     Grid Az
 AV0681:SPC LA S     -  COW ISLAND MOBILE OIL MAST               026 23 19.5
 AV0681:UTM  15      -  COW ISLAND MOBILE OIL MAST               025 33 27.3
 AV0681
 AV0681|---------------------------------------------------------------------|
 AV0681| PID    Reference Object                     Distance      Geod. Az  |
 AV0681|                                                           dddmmss.s |
 AV0681| AV0668 COW ISLAND MOBILE OIL MAST          APPROX.12.6 KM 0255318.9 |
 AV0681| CV8694 ADLAR RM 1                            7.225 METERS 10737     |
 AV0681| AV0682 ADLAR LDH 1974 RM 2                  13.803 METERS 22348     |
 AV0681| AV0173 N 223                                              2701547.5 |
 AV0681|---------------------------------------------------------------------|
 AV0681
 AV0681                          SUPERSEDED SURVEY CONTROL
 AV0681
 AV0681  NAD 83(1986)-  29 46 58.63303(N)    092 20 01.02446(W) AD(       ) 2
 AV0681  NAD 27      -  29 46 57.86928(N)    092 20 00.54640(W) AD(       ) 2
 AV0681  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 AV0681
 AV0681.Superseded values are not recommended for survey control.
 AV0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0681.See file dsdata.txt to determine how the superseded data were derived.
 AV0681
 AV0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6441194921(NAD 83)
 AV0681_MARKER: DD = SURVEY DISK
 AV0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0681
 AV0681  HISTORY     - Date     Condition        Report By
 AV0681  HISTORY     - 1974     MONUMENTED       LADH
 AV0681
 AV0681                          STATION DESCRIPTION
 AV0681
 AV0681'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AV0681'THE STATION IS LOCATED 17 MILES SOUTHWEST OF ABBEVILLE, 15 MILES
 AV0681'SOUTH-SOUTHWEST OF KAPLAN, AND 4 MILES SOUTHWEST OF FORKED ISLAND,
 AV0681'IN THE SOUTHEAST QUARTER OF SECTION 26, T14S, R1E, AND ON THE
 AV0681'PROPERTY OWNED BY MR. ADLAR STELLY, BOX 15, PECAN ISLAND,
 AV0681'LOUISIANA.
 AV0681'
 AV0681'TO REACH THE STATION FROM THE INTRACOASTAL CANAL PONTOON BRIDGE AT
 AV0681'FORKED ISLAND, DRIVE SOUTH ALONG STATE HIGHWAY 82 FOR 5 MILES TO A
 AV0681'GATE ON THE LEFT AND A LANE LEADING TO A BARN.  TURN LEFT AND GO
 AV0681'THROUGH GATE AND GO EAST ALONG THE LANE 0.3 MILE TO A BARN.  THE
 AV0681'STATION IS SET JUST NORTHWEST OF THE BARN NEAR A RICE CANAL.
 AV0681'
 AV0681'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE LANE
 AV0681'FOR 0.3 MILE TO THE MARK SET TO THE SOUTH OF THE LANE NEAR A FENCE
 AV0681'AND GATE BY STATE HIGHWAY 82.
 AV0681'
 AV0681'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0681'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0681'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 AV0681'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0681'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED
 AV0681'ADLAR 1974.  THE MARK IS 86 FEET NORTHWEST OF THE NORTHWEST CORNER
 AV0681'OF A BARN, 21 FEET NORTH OF THE CENTER OF A SHELL ROAD, 13 FEET
 AV0681'WEST OF THE CENTER OF A FIELD ROAD ON A LEVEE, 12 FEET EAST OF A
 AV0681'CANAL BANK, 3 FEET NORTH OF A FENCE AND 2 FEET EAST-NORTHEAST OF A
 AV0681'METAL WITNESS POST AND SIGN.
 AV0681'
 AV0681'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0681'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0681'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0681'STAMPED ADLAR RM 1 1974.  IT IS 70 FEET NORTH-NORTHWEST OF THE
 AV0681'NORTHWEST CORNER OF A BARN, 34 FEET EAST OF A CANAL, 13 FEET WEST
 AV0681'OF A FIELD ROAD, AND 2.5 FEET NORTHWEST OF A FENCE CORNER.
 AV0681'
 AV0681'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0681'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0681'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0681'STAMPED ADLAR RM 2 1974.  IT IS 88 FEET WEST-NORTHWEST OF THE
 AV0681'NORTHWEST CORNER OF A BARN, 13 FEET SOUTH OF THE CENTER OF A
 AV0681'SHELL ROAD, 12 FEET NORTHWEST OF A FENCE CORNER AND 11 FEET NORTH
 AV0681'OF A FENCE.
 AV0681'
 AV0681'THE AZIMUTH MARK IS A STANDARD U. S. COAST AND GEODETIC B. M. DISK
 AV0681'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AV0681'6 INCHES.  IT IS STAMPED BM N223 1965.  IT IS 120 FEET EAST OF THE
 AV0681'CENTER OF STATE HIGHWAY 82, 16 FEET SOUTH OF THE CENTER OF A FIELD
 AV0681'ROAD, 3 FEET NORTH OF A FENCE AND 1.5 FEET WEST OF A WOODEN POST
 AV0681'WITH A WITNESS SIGN ATTACHED.
 AV0681'
 AV0681'NEAREST TOWN--ABBEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1903 ***********************************************************************
 CQ1903  DESIGNATION -  AE
 CQ1903  PID         -  CQ1903
 CQ1903  STATE/COUNTY-  LA/BOSSIER
 CQ1903  USGS QUAD   -  BENTON (1975)
 CQ1903
 CQ1903                         *CURRENT SURVEY CONTROL
 CQ1903  ___________________________________________________________________
 CQ1903* NAD 83(1986)-  32 44 43.     (N)    093 43 39.     (W)     SCALED    
 CQ1903* NAVD 88     -        64.901  (meters)     212.93   (feet)  ADJUSTED  
 CQ1903  ___________________________________________________________________
 CQ1903  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ1903  DYNAMIC HT  -          64.828 (meters)     212.69  (feet)  COMP
 CQ1903  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 CQ1903
 CQ1903  VERT ORDER  -  FIRST     CLASS II
 CQ1903
 CQ1903.The horizontal coordinates were scaled from a topographic map and have
 CQ1903.an estimated accuracy of +/- 6 seconds.
 CQ1903
 CQ1903.The orthometric height was determined by differential leveling
 CQ1903.and adjusted by the National Geodetic Survey in June 1991..
 CQ1903
 CQ1903.The geoid height was determined by GEOID03.
 CQ1903
 CQ1903.The dynamic height is computed by dividing the NAVD 88
 CQ1903.geopotential number by the normal gravity value computed on the
 CQ1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1903.degrees latitude (g = 980.6199 gals.).
 CQ1903
 CQ1903.The modeled gravity was interpolated from observed gravity values.
 CQ1903
 CQ1903;                    North         East    Units  Estimated Accuracy
 CQ1903;SPC LA N     -   249,610.      884,960.      MT  (+/- 180 meters Scaled)
 CQ1903
 CQ1903                          SUPERSEDED SURVEY CONTROL
 CQ1903
 CQ1903  NGVD 29 (??/??/??)   64.971  (m)          213.16   (f) ADJUSTED    1 2
 CQ1903
 CQ1903.Superseded values are not recommended for survey control.
 CQ1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1903.See file dsdata.txt to determine how the superseded data were derived.
 CQ1903
 CQ1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS318232(NAD 83)
 CQ1903_MARKER: N = NAIL
 CQ1903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1903_SP_SET: OAK TREE
 CQ1903_STAMPING: AE
 CQ1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1903
 CQ1903  HISTORY     - Date     Condition        Report By
 CQ1903  HISTORY     - UNK      MONUMENTED       CGS
 CQ1903  HISTORY     - 1961     GOOD             CGS
 CQ1903  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1903
 CQ1903                          STATION DESCRIPTION
 CQ1903
 CQ1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1903'3.3 MI N FROM BENTON.
 CQ1903'3.3 MILES NORTH ALONG ST LOUIS SOUTHWESTERN RAILROAD FROM THE STATION
 CQ1903'AT BENTON, A TREE MARK, COPPER NAIL AND WASHER, 114 FEET NORTHWEST OF
 CQ1903'N 177, 112 FEET NORTHWEST OF A TELEPHONE POLE, 106 FEET WEST OF THE
 CQ1903'WEST RAIL OF THE WEST SET OF SIDETRACKS, AND SET IN THE TOP OF THE
 CQ1903'EAST ROOT OF A 20-INCH OAK TREE, STAMPED AE.
 CQ1903
 CQ1903                          STATION RECOVERY (2002)
 CQ1903
 CQ1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3657 ***********************************************************************
 AA3657  SACS        -  This is a Secondary Airport Control Station.
 AA3657  DESIGNATION -  AEX A
 AA3657  PID         -  AA3657
 AA3657  STATE/COUNTY-  LA/RAPIDES
 AA3657  USGS QUAD   -  RAPIDES (1992)
 AA3657
 AA3657                         *CURRENT SURVEY CONTROL
 AA3657  ___________________________________________________________________
 AA3657* NAD 83(1992)-  31 20 15.61450(N)    092 33 35.29718(W)     ADJUSTED  
 AA3657* NAVD 88     -        24.68   (meters)      81.0    (feet)  GPS OBS   
 AA3657  ___________________________________________________________________
 AA3657  X           -    -243,525.478 (meters)                     COMP
 AA3657  Y           -  -5,447,172.169 (meters)                     COMP
 AA3657  Z           -   3,297,926.552 (meters)                     COMP
 AA3657  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AA3657  ELLIP HEIGHT-          -1.71  (meters)          (04/16/02) GPS OBS
 AA3657  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AA3657
 AA3657  HORZ ORDER  -  FIRST
 AA3657  ELLP ORDER  -  FIFTH     CLASS II
 AA3657
 AA3657.This mark is at Alexandra Intl Airport (AEX)
 AA3657
 AA3657.The horizontal coordinates were established by GPS observations
 AA3657.and adjusted by the National Geodetic Survey in June 2001..
 AA3657
 AA3657.The orthometric height was determined by GPS observations and a
 AA3657.high-resolution geoid model.
 AA3657
 AA3657.GPS derived orthometric heights for airport stations designated as
 AA3657.PACS or SACS are published to 2 decimal places.  This maintains
 AA3657.centimeter relative accuracy between the PACS and SACS.  It does
 AA3657.not indicate centimeter accuracy relative to other marks which are
 AA3657.part of the NAVD 88 network.
 AA3657
 AA3657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3657
 AA3657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3657
 AA3657.The ellipsoidal height was determined by GPS observations
 AA3657.and is referenced to NAD 83.
 AA3657
 AA3657.The geoid height was determined by GEOID03.
 AA3657
 AA3657;                    North         East     Units Scale Factor Converg.
 AA3657;SPC LA N     -    92,879.402   994,308.810   MT  0.99996563   -0 01 53.8
 AA3657;SPC LA N     -   304,721.84  3,262,161.49   sFT  0.99996563   -0 01 53.8
 AA3657;UTM  15      - 3,467,108.971   541,875.087   MT  0.99962163   +0 13 44.2
 AA3657
 AA3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3657!SPC LA N     -   1.00000027  x   0.99996563  =   0.99996590
 AA3657!UTM  15      -   1.00000027  x   0.99962163  =   0.99962190
 AA3657
 AA3657                          SUPERSEDED SURVEY CONTROL
 AA3657
 AA3657  ELLIP H (02/14/02)   -1.76   (m)                       GP(       ) 5 2
 AA3657  ELLIP H (06/21/01)   -1.62   (m)                       GP(       ) 4 2
 AA3657  NAD 83(1992)-  31 20 15.61477(N)    092 33 35.29697(W) AD(       ) 1
 AA3657  ELLIP H (12/30/94)   -1.67   (m)                       GP(       ) 4 1
 AA3657  NGVD 29 (12/30/94)   24.7    (m)           81.     (f) GPS OBS        
 AA3657
 AA3657.Superseded values are not recommended for survey control.
 AA3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3657.See file dsdata.txt to determine how the superseded data were derived.
 AA3657
 AA3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4187567109(NAD 83)
 AA3657_MARKER: DS = TRIANGULATION STATION DISK
 AA3657_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA3657_SP_SET: TOP CONCRETE ELECTRICAL VAULT
 AA3657_STAMPING: AEX A 1994
 AA3657_MARK LOGO: NOS   
 AA3657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3657+STABILITY: SURFACE MOTION
 AA3657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3657+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2001
 AA3657
 AA3657  HISTORY     - Date     Condition        Report By
 AA3657  HISTORY     - 1994     MONUMENTED       NOS
 AA3657  HISTORY     - 19940615 GOOD             NGS
 AA3657  HISTORY     - 19990424 GOOD             USPSQD
 AA3657  HISTORY     - 20010228 GOOD             NGS
 AA3657
 AA3657                          STATION DESCRIPTION
 AA3657
 AA3657'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3657'LOCATED AT THE ALEXANDRIA INTERNATIONAL AIRPORT, WEST OF THE CITY OF
 AA3657'ALEXANDRIA, LA WHICH IS 7 MI (11.3 KM) WEST OF U.S. 165, 2 MI (3.2 KM)
 AA3657'NORTH OF S.R. 28, AND 1.5 MI (2.4 KM) SOUTH OF S.R. 1. MARK IS LOCATED
 AA3657'IN THE NORTHWEST SECTION OF THE AIRPORT SOUTHWEST OF THE END OF RUNWAY
 AA3657'14. TO REACH FROM THE BASE OF THE AIR TRAFFIC CONTROL TOWER, PROCEED
 AA3657'NORTHWEST ACCROSS THE RAMP TO TAXIWAY A. CONTINUE NORTHWEST ON TAXIWAY
 AA3657'A FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH RUNWAY 18-36. CROSS
 AA3657'RUNWAY CONTINUING ALONG TAXIWAY A FOR 0.9 MI. TURN SOUTHWEST ON
 AA3657'TAXIWAY A FOR 0.1 MI (0.2 KM) AND ACROSS RUNWAY END 14 TO THE STATION
 AA3657'ON THE RIGHT. IT IS 420 FT (128.0 M) EAST OF THE SOUTHEAST CORNER OF A
 AA3657'CONCRETE BASE OF A TRANSMISSOMETER, 262.0 FT (79.9 M) WEST OF THE
 AA3657'FIRST RUNWAY LIGHT ON THE SOUTH SIDE OF THE RUNWAY, 195.0 FT (59.4 M)
 AA3657'WEST OF THE CENTERLINE END OF RUNWAY 14, AND IS ON THE SOUTHEAST
 AA3657'CORNER OF A 9 X 18 CONCRETE FOUNDATION FOR AN ELECTRICAL VAULT WITH A
 AA3657'STEEL TRAP DOOR. STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE IN
 AA3657'TOP OF THE FOUNDATION OF A CONCRETE ELECTRICAL VAULT AND FLUSH WITH
 AA3657'THE GROUND. DISK IS STAMPED - AEX A 1994.
 AA3657
 AA3657                          STATION RECOVERY (1994)
 AA3657
 AA3657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3657'STATION IS LOCATED AT THE END OF THE AIRFIELD 419.4 FT (127.8 M) NE
 AA3657'FROM THE SE CORNER OF THE CONCRETE FOUNDATION FOR THE WESTERLY OF TWO
 AA3657'TMOMS, 262.0 FT (79.9 M) WEST OF THE FIRST RUNWAY LIGHT EAST OF RWY
 AA3657'END 14 AND, 195.5 FT (59.6 M) SW OF THE C/L END OF RWY 14.  STATION IS
 AA3657'A STANDARD NOS DISK SET IN A DRILLHOLE IN THE SW CORNER OF AN
 AA3657'ELECTRICAL VAULT.  THE DISK IS STAMPED AEX A 1994.
 AA3657
 AA3657                          STATION RECOVERY (1999)
 AA3657
 AA3657'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3657'RECOVERED IN GOOD CONDITION.
 AA3657
 AA3657                          STATION RECOVERY (2001)
 AA3657
 AA3657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLA)
 AA3657'RECOVERED IN GOOD CONDITION
 AA3657'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3658 ***********************************************************************
 AA3658  SACS        -  This is a Secondary Airport Control Station.
 AA3658  DESIGNATION -  AEX B
 AA3658  PID         -  AA3658
 AA3658  STATE/COUNTY-  LA/RAPIDES
 AA3658  USGS QUAD   -  RAPIDES (1992)
 AA3658
 AA3658                         *CURRENT SURVEY CONTROL
 AA3658  ___________________________________________________________________
 AA3658* NAD 83(1992)-  31 19 37.56845(N)    092 32 54.35724(W)     ADJUSTED  
 AA3658* NAVD 88     -        25.36   (meters)      83.2    (feet)  GPS OBS   
 AA3658  ___________________________________________________________________
 AA3658  X           -    -242,471.423 (meters)                     COMP
 AA3658  Y           -  -5,447,829.670 (meters)                     COMP
 AA3658  Z           -   3,296,926.007 (meters)                     COMP
 AA3658  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AA3658  ELLIP HEIGHT-          -1.06  (meters)          (04/16/02) GPS OBS
 AA3658  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AA3658
 AA3658  HORZ ORDER  -  FIRST
 AA3658  ELLP ORDER  -  FIFTH     CLASS II
 AA3658
 AA3658.This mark is at Alexandra Intl Airport (AEX)
 AA3658
 AA3658.The horizontal coordinates were established by GPS observations
 AA3658.and adjusted by the National Geodetic Survey in June 2001..
 AA3658
 AA3658.The orthometric height was determined by GPS observations and a
 AA3658.high-resolution geoid model.
 AA3658
 AA3658.GPS derived orthometric heights for airport stations designated as
 AA3658.PACS or SACS are published to 2 decimal places.  This maintains
 AA3658.centimeter relative accuracy between the PACS and SACS.  It does
 AA3658.not indicate centimeter accuracy relative to other marks which are
 AA3658.part of the NAVD 88 network.
 AA3658
 AA3658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3658
 AA3658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3658
 AA3658.The ellipsoidal height was determined by GPS observations
 AA3658.and is referenced to NAD 83.
 AA3658
 AA3658.The geoid height was determined by GEOID03.
 AA3658
 AA3658;                    North         East     Units Scale Factor Converg.
 AA3658;SPC LA N     -    91,707.134   995,390.498   MT  0.99996749   -0 01 32.2
 AA3658;SPC LA N     -   300,875.82  3,265,710.33   sFT  0.99996749   -0 01 32.2
 AA3658;UTM  15      - 3,465,942.033   542,961.718   MT  0.99962276   +0 14 05.2
 AA3658
 AA3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3658!SPC LA N     -   1.00000017  x   0.99996749  =   0.99996766
 AA3658!UTM  15      -   1.00000017  x   0.99962276  =   0.99962293
 AA3658
 AA3658                          SUPERSEDED SURVEY CONTROL
 AA3658
 AA3658  ELLIP H (02/14/02)   -1.11   (m)                       GP(       ) 5 2
 AA3658  ELLIP H (06/21/01)   -0.98   (m)                       GP(       ) 4 2
 AA3658  NAD 83(1992)-  31 19 37.56861(N)    092 32 54.35698(W) AD(       ) 1
 AA3658  ELLIP H (12/30/94)   -1.01   (m)                       GP(       ) 4 1
 AA3658  NGVD 29 (12/30/94)   25.4    (m)           83.     (f) GPS OBS        
 AA3658
 AA3658.Superseded values are not recommended for survey control.
 AA3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3658.See file dsdata.txt to determine how the superseded data were derived.
 AA3658
 AA3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4296265942(NAD 83)
 AA3658_MARKER: DS = TRIANGULATION STATION DISK
 AA3658_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA3658_SP_SET: TOP CONCRETE FOUNDATION MANHOLE
 AA3658_STAMPING: AEX B 1994
 AA3658_MARK LOGO: NOS   
 AA3658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3658+STABILITY: SURFACE MOTION
 AA3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3658+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2001
 AA3658
 AA3658  HISTORY     - Date     Condition        Report By
 AA3658  HISTORY     - 1994     MONUMENTED       NOS
 AA3658  HISTORY     - 19940615 GOOD             NGS
 AA3658  HISTORY     - 19990424 GOOD             USPSQD
 AA3658  HISTORY     - 20010228 GOOD             NGS
 AA3658
 AA3658                          STATION DESCRIPTION
 AA3658
 AA3658'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3658'LOCATED AT THE ALEXANDRIA INTERNATIONAL AIRPORT, WEST OF THE CITY OF
 AA3658'ALEXANDRIA, LA WHICH IS 7 MI (11.3 KM) WEST OF U.S. 165, 2 MI (3.2 KM)
 AA3658'NORTH OF S.R. 28, AND 1.5 MI (2.4 KM) SOUTH OF S.R. 1. MARK IS LOCATED
 AA3658'IN THE MIDDLE OF THE AIRPORT NORTHEAST OF RUNWAY 14-32 AND SOUTHWEST
 AA3658'OF TAXIWAY A. TO REACH FROM THE BASE OF THE AIR TRAFFIC CONTROL TOWER,
 AA3658'PROCEED NORTHWEST ACCROSS THE RAMP TO TAXIWAY A. CONTINUE NORTHWEST ON
 AA3658'TAXIWAY A FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH RUNWAY 18-36.
 AA3658'CROSS RUNWAY CONTINUING ALONG TAXIWAY A FOR 0.1 MI (0.2 KM) AND THE
 AA3658'STATION ON THE LEFT. STATION IS IN THE GRASS AREA BETWEEN THE RUNWAY
 AA3658'AND THE TAXIWAY. IT IS 345 FT (105.2 M) NORTHWEST OF THE EDGE OF
 AA3658'RUNWAY 14-32, 342.5 FT (104.4 M) SOUTHWEST OF THE EDGE OF TAXIWAY A,
 AA3658'AND IS IN THE EASTERN MOST CORNER OF AN IRREGULAR SHAPED CONCRETE
 AA3658'FOUNDATION FOR A MANHOLE. STATION IS A STANDARD NOS DISK SET IN A
 AA3658'DRILL HOLE IN TOP OF CONCRETE FOUNDATION FOR A MANHOLE THAT IS FLUSH
 AA3658'WITH THE GROUND. DISK IS STAMPED - AEX B 1994.
 AA3658
 AA3658                          STATION RECOVERY (1994)
 AA3658
 AA3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3658'STATION IS LOCATED NEAR MID-FIELD 345.0 FT (105.2 M) NE OF THE
 AA3658'NORTHERN EDGE OF RWY 14-32, 342.5 FT (104.4 M) SW OF THE SOUTHERN EDGE
 AA3658'OF TAXIWAY A, AND ABOUT 0.1 MILE (0.2 KM) WEST OF THE INTERSECTION OF
 AA3658'TAXIWAY A AND RWY 18-36.  STATION IS A STANDARD NOS DISK SET IN A
 AA3658'DRILLHOLE IN THE NE CORNER OF TWO CONNECTING MANHOLE FOUNDATIONS.  THE
 AA3658'DISK IS STAMPED AEX B 1994.
 AA3658
 AA3658                          STATION RECOVERY (1999)
 AA3658
 AA3658'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3658'RECOVERED IN GOOD CONDITION.
 AA3658
 AA3658                          STATION RECOVERY (2001)
 AA3658
 AA3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLA)
 AA3658'RECOVERED IN GOOD CONDITION
 AA3658'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1895 ***********************************************************************
 CQ1895  DESIGNATION -  AF
 CQ1895  PID         -  CQ1895
 CQ1895  STATE/COUNTY-  LA/BOSSIER
 CQ1895  USGS QUAD   -  HUGHES (1981)
 CQ1895
 CQ1895                         *CURRENT SURVEY CONTROL
 CQ1895  ___________________________________________________________________
 CQ1895* NAD 83(1986)-  32 48 28.     (N)    093 41 55.     (W)     SCALED    
 CQ1895* NAVD 88     -        71.168  (meters)     233.49   (feet)  ADJUSTED  
 CQ1895  ___________________________________________________________________
 CQ1895  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1895  DYNAMIC HT  -          71.088 (meters)     233.23  (feet)  COMP
 CQ1895  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CQ1895
 CQ1895  VERT ORDER  -  FIRST     CLASS II
 CQ1895
 CQ1895.The horizontal coordinates were scaled from a topographic map and have
 CQ1895.an estimated accuracy of +/- 6 seconds.
 CQ1895
 CQ1895.The orthometric height was determined by differential leveling
 CQ1895.and adjusted by the National Geodetic Survey in June 1991..
 CQ1895
 CQ1895.The geoid height was determined by GEOID03.
 CQ1895
 CQ1895.The dynamic height is computed by dividing the NAVD 88
 CQ1895.geopotential number by the normal gravity value computed on the
 CQ1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1895.degrees latitude (g = 980.6199 gals.).
 CQ1895
 CQ1895.The modeled gravity was interpolated from observed gravity values.
 CQ1895
 CQ1895;                    North         East    Units  Estimated Accuracy
 CQ1895;SPC LA N     -   256,510.      887,740.      MT  (+/- 180 meters Scaled)
 CQ1895
 CQ1895                          SUPERSEDED SURVEY CONTROL
 CQ1895
 CQ1895  NGVD 29 (??/??/??)   71.239  (m)          233.72   (f) ADJUSTED    1 2
 CQ1895
 CQ1895.Superseded values are not recommended for survey control.
 CQ1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1895.See file dsdata.txt to determine how the superseded data were derived.
 CQ1895
 CQ1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS345301(NAD 83)
 CQ1895_MARKER: N = NAIL
 CQ1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1895_SP_SET: OAK TREE
 CQ1895_STAMPING: AF
 CQ1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1895
 CQ1895  HISTORY     - Date     Condition        Report By
 CQ1895  HISTORY     - UNK      MONUMENTED       CGS
 CQ1895  HISTORY     - 1961     GOOD             CGS
 CQ1895
 CQ1895                          STATION DESCRIPTION
 CQ1895
 CQ1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1895'6.8 MI S FROM PLAIN DEALING.
 CQ1895'6.8 MILES SOUTH ALONG ST LOUIS SOUTHWESTERN RAILROAD FROM STATION AT
 CQ1895'PLAIN DEALING, A TREE MARK, COPPER NAIL AND WASHER, 11.5 FEET
 CQ1895'SOUTHEAST OF R 177, 53 FEET WEST OF WEST RAIL, AND SET IN THE TOP OF
 CQ1895'THE SOUTHEAST ROOT OF A 16-INCH OAK TREE, STAMPED AF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1870 ***********************************************************************
 CQ1870  DESIGNATION -  AG
 CQ1870  PID         -  CQ1870
 CQ1870  STATE/COUNTY-  LA/BOSSIER
 CQ1870  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1870
 CQ1870                         *CURRENT SURVEY CONTROL
 CQ1870  ___________________________________________________________________
 CQ1870* NAD 83(1986)-  32 54 29.     (N)    093 44 27.     (W)     SCALED    
 CQ1870* NAVD 88     -       120.892  (meters)     396.63   (feet)  ADJUSTED  
 CQ1870  ___________________________________________________________________
 CQ1870  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CQ1870  DYNAMIC HT  -         120.758 (meters)     396.19  (feet)  COMP
 CQ1870  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CQ1870
 CQ1870  VERT ORDER  -  FIRST     CLASS II
 CQ1870
 CQ1870.The horizontal coordinates were scaled from a topographic map and have
 CQ1870.an estimated accuracy of +/- 6 seconds.
 CQ1870
 CQ1870.The orthometric height was determined by differential leveling
 CQ1870.and adjusted by the National Geodetic Survey in June 1991..
 CQ1870
 CQ1870.The geoid height was determined by GEOID03.
 CQ1870
 CQ1870.The dynamic height is computed by dividing the NAVD 88
 CQ1870.geopotential number by the normal gravity value computed on the
 CQ1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1870.degrees latitude (g = 980.6199 gals.).
 CQ1870
 CQ1870.The modeled gravity was interpolated from observed gravity values.
 CQ1870
 CQ1870;                    North         East    Units  Estimated Accuracy
 CQ1870;SPC LA N     -   267,670.      883,920.      MT  (+/- 180 meters Scaled)
 CQ1870
 CQ1870                          SUPERSEDED SURVEY CONTROL
 CQ1870
 CQ1870  NGVD 29 (??/??/??)  120.955  (m)          396.83   (f) ADJUSTED    1 2
 CQ1870
 CQ1870.Superseded values are not recommended for survey control.
 CQ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1870.See file dsdata.txt to determine how the superseded data were derived.
 CQ1870
 CQ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS307413(NAD 83)
 CQ1870_MARKER: N = NAIL
 CQ1870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1870_SP_SET: OAK TREE
 CQ1870_STAMPING: AG
 CQ1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1870
 CQ1870  HISTORY     - Date     Condition        Report By
 CQ1870  HISTORY     - UNK      MONUMENTED       CGS
 CQ1870  HISTORY     - 1961     GOOD             CGS
 CQ1870  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1870
 CQ1870                          STATION DESCRIPTION
 CQ1870
 CQ1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1870'2.35 MI W FROM PLAIN DEALING.
 CQ1870'1 BLOCK NORTH ALONG ST LOUIS SOUTHWESTERN RAILWAY FROM THE STATION AT
 CQ1870'PLAIN DEALING, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 2, THENCE
 CQ1870'0.25 MILE WEST ALONG A GRADED DIRT ROAD, A TREE MARK, COPPER NAIL AND
 CQ1870'WASHER 20 FEET SOUTHEAST OF P 42, 58 FEET SOUTH OF CENTER LINE OF
 CQ1870'ROAD, SET IN THE TOP OF NORTHWEST ROOT OF A 8-INCH OAK TREE, AND
 CQ1870'STAMPED AG.
 CQ1870
 CQ1870                          STATION RECOVERY (1987)
 CQ1870
 CQ1870'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2734 ***********************************************************************
 AU2734  DESIGNATION -  AGNES
 AU2734  PID         -  AU2734
 AU2734  STATE/COUNTY-  LA/JEFFERSON
 AU2734  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2734
 AU2734                         *CURRENT SURVEY CONTROL
 AU2734  ___________________________________________________________________
 AU2734* NAD 83(1992)-  29 54 37.46199(N)    090 03 18.85610(W)     ADJUSTED  
 AU2734* NAVD 88     -         0.0  **(meters)       0.   **(feet)  VERTCON   
 AU2734  **This station is located in a subsidence area (see below).
 AU2734  ___________________________________________________________________
 AU2734  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2734  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2734
 AU2734  HORZ ORDER  -  SECOND
 AU2734
 AU2734.The horizontal coordinates were established by classical geodetic methods
 AU2734.and adjusted by the National Geodetic Survey in January 1993..
 AU2734
 AU2734 ** The orthometric height has not been validated since last determined
 AU2734 ** by differential leveling and should not be used for control purposes.
 AU2734 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2734 ** area with valid NAVD 88 orthometric heights.
 AU2734 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2734 ** epoch indicated which incorporates improved geoid heights for the
 AU2734 ** Southern Louisiana Subsidence area.
 AU2734 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2734
 AU2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2734
 AU2734.The geoid height was determined by GEOID03.
 AU2734
 AU2734;                    North         East     Units Scale Factor Converg.
 AU2734;SPC LA S     -   157,023.806 1,123,417.734   MT  0.99992698   +0 38 20.6
 AU2734;SPC LA S     -   515,168.94  3,685,746.35   sFT  0.99992698   +0 38 20.6
 AU2734;UTM  15      - 3,312,503.210   784,333.655   MT  1.00059759   +1 28 09.8
 AU2734;UTM  16      - 3,312,782.106   204,994.266   MT  1.00067390   -1 31 28.5
 AU2734
 AU2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2734!SPC LA S     -   1.00000407  x   0.99992698  =   0.99993105
 AU2734!UTM  15      -   1.00000407  x   1.00059759  =   1.00060166
 AU2734!UTM  16      -   1.00000407  x   1.00067390  =   1.00067797
 AU2734
 AU2734:                Primary Azimuth Mark                     Grid Az
 AU2734:SPC LA S     -  AGNES AZ MK                              054 20 23.2
 AU2734:UTM  15      -  AGNES AZ MK                              053 30 34.0
 AU2734:UTM  16      -  AGNES AZ MK                              056 30 12.3
 AU2734
 AU2734|---------------------------------------------------------------------|
 AU2734| PID    Reference Object                     Distance      Geod. Az  |
 AU2734|                                                           dddmmss.s |
 AU2734| DD7103 AGNES AZ MK                                        0545843.8 |
 AU2734| AU2692 GRETNA TV STA WWL MAST              APPROX. 1.6 KM 1062122.0 |
 AU2734| AU2735 AGNES LDH 1972 RM 1                   8.251 METERS 25652     |
 AU2734| DD7104 AGNES RM 2                            4.032 METERS 35512     |
 AU2734|---------------------------------------------------------------------|
 AU2734
 AU2734                          SUPERSEDED SURVEY CONTROL
 AU2734
 AU2734  NAD 83(1986)-  29 54 37.47640(N)    090 03 18.85615(W) AD(       ) 2
 AU2734  NAD 27      -  29 54 36.73818(N)    090 03 18.59830(W) AD(       ) 2
 AU2734  NGVD 29 (07/19/86)    0.1    (m)            0.     (f) VERT ANG       
 AU2734
 AU2734.Superseded values are not recommended for survey control.
 AU2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2734.See file dsdata.txt to determine how the superseded data were derived.
 AU2734
 AU2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8433412503(NAD 83)
 AU2734_MARKER: DD = SURVEY DISK
 AU2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2734
 AU2734  HISTORY     - Date     Condition        Report By
 AU2734  HISTORY     - 1972     MONUMENTED       LADH
 AU2734
 AU2734                          STATION DESCRIPTION
 AU2734
 AU2734'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RJT)
 AU2734'THE STATION IS LOCATED 5 MILES NORTHWEST OF BELLE CHASSE, 3 MILES
 AU2734'SOUTHEAST OF NEW ORLEANS AND 5.5 MILES EAST-NORTHEAST OF WESTWEGO,
 AU2734'IN THE SOUTHEAST QUARTER OF SECTION 8, T13S, R24E, AND ON THE
 AU2734'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2734'
 AU2734'TO REACH THIS STATION FROM THE TOLL HOUSE ON THE WEST END OF THE
 AU2734'GREATER NEW ORLEANS BRIDGE, GO SOUTH ALONG THE WEST BANK EXPRESSWAY
 AU2734'FOR 2 MILES.  THE STATION IS SET ON THE LEFT AND SOUTH OF THE WEST
 AU2734'BOUND LANE IN THE MEDIAN OF THE EXPRESSWAY IN A ROUND WATER METER
 AU2734'BOX.
 AU2734'
 AU2734'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG THE
 AU2734'WEST BANK EXPRESSWAY FOR 0.26 MILES.  THE MARK IS SET ON THE LEFT
 AU2734'AND NORTH OF THE EAST BOUND LANE IN THE MEDIAN NEAR A LIGHT
 AU2734'STANDARD.
 AU2734'
 AU2734'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2734'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2734'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND.
 AU2734'THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2734'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU2734'STAMPED AGNES 1972.  THE MARK IS 36 FEET SOUTH OF THE CENTER OF THE
 AU2734'WEST BOUND LANE ON THE WEST BANK EXPRESSWAY, 27 FEET NORTH OF
 AU2734'THE CENTER OF THE EAST BOUND LANE ON THE WEST BANK EXPRESSWAY, 14
 AU2734'FEET SOUTH-SOUTHWEST OF LIGHT STANDARD NO. 213, 7 FEET
 AU2734'NORTHWEST OF LIGHT STANDARD NO. 212, AND 4.5 FEET
 AU2734'NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 AU2734'
 AU2734'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2734'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2734'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2734'STAMPED AGNES R.M. 1 1972.  IT IS 36 FEET SOUTH OF THE WEST BOUND
 AU2734'LANE ON THE WEST BANK EXPRESSWAY, 34 FEET NORTHWEST OF LIGHT
 AU2734'STANDARD NO. 213, 32 FEET WEST OF LIGHT STANDARD NO. 212, AND 27
 AU2734'FEET NORTH OF THE EAST BOUND LANE OF THE WEST BANK EXPRESSWAY.
 AU2734'
 AU2734'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2734'U.S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE BASE
 AU2734'OF LIGHT STANDARD NO. 212.  IT IS 12 INCHES ABOVE THE GROUND.  IT
 AU2734'IS STAMPED AGNES R.M. 2 1972.  IT IS 38 FEET NORTH OF THE CENTER OF
 AU2734'THE EAST BOUND LANE ON THE WEST BANK EXPRESSWAY, 25 FEET SOUTH OF
 AU2734'THE CENTER OF THE WEST BOUND LANE OF THE EXPRESSWAY, AND 15 FEET
 AU2734'NORTH OF LIGHT STANDARD NO. 213.
 AU2734'
 AU2734'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2734'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2734'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2734'STAMPED AGNES AZ. MK. 1972.  IT IS 37 FEET NORTH OF THE CENTER OF
 AU2734'THE EAST BOUND LANE ON THE WEST BANK EXPRESSWAY, 28 FEET SOUTH OF
 AU2734'THE CENTER OF THE WEST BOUND LANE OF THE EXPRESSWAY, 22 FEET
 AU2734'WEST-NORTHWEST OF LIGHT STANDARD NO. 195, 18 FEET SOUTH-SOUTHWEST OF
 AU2734'LIGHT STANDARD NO. 194, AND 2 FEET WEST OF A METAL WITNESS POST AND
 AU2734'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2998 ***********************************************************************
 CP2998  DESIGNATION -  AGUSTA
 CP2998  PID         -  CP2998
 CP2998  STATE/COUNTY-  LA/FRANKLIN
 CP2998  USGS QUAD   -  CROWVILLE (1983)
 CP2998
 CP2998                         *CURRENT SURVEY CONTROL
 CP2998  ___________________________________________________________________
 CP2998* NAD 83(1992)-  32 08 59.34569(N)    091 36 14.40568(W)     ADJUSTED  
 CP2998* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 CP2998  ___________________________________________________________________
 CP2998  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CP2998  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2998
 CP2998  HORZ ORDER  -  FIRST
 CP2998
 CP2998.The horizontal coordinates were established by classical geodetic methods
 CP2998.and adjusted by the National Geodetic Survey in May 1994..
 CP2998
 CP2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2998
 CP2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2998
 CP2998.The geoid height was determined by GEOID03.
 CP2998
 CP2998;                    North         East     Units Scale Factor Converg.
 CP2998;SPC LA N     -   183,273.543 1,084,520.268   MT  0.99992291   +0 28 25.4
 CP2998;SPC LA N     -   601,289.95  3,558,130.25   sFT  0.99992291   +0 28 25.4
 CP2998;UTM  15      - 3,557,895.662   631,650.345   MT  0.99981374   +0 44 34.7
 CP2998
 CP2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2998!SPC LA N     -   0.99999984  x   0.99992291  =   0.99992275
 CP2998!UTM  15      -   0.99999984  x   0.99981374  =   0.99981358
 CP2998
 CP2998:                Primary Azimuth Mark                     Grid Az
 CP2998:SPC LA N     -  AGUSTA AZ MK                             000 28 12.9
 CP2998:UTM  15      -  AGUSTA AZ MK                             000 12 03.6
 CP2998
 CP2998|---------------------------------------------------------------------|
 CP2998| PID    Reference Object                     Distance      Geod. Az  |
 CP2998|                                                           dddmmss.s |
 CP2998| CY3242 AGUSTA AZ MK                                       0005638.3 |
 CP2998| CY3243 AGUSTA RM 1                          29.260 METERS 23124     |
 CP2998| CY3244 AGUSTA RM 2                          29.028 METERS 33125     |
 CP2998|---------------------------------------------------------------------|
 CP2998
 CP2998                          SUPERSEDED SURVEY CONTROL
 CP2998
 CP2998  NAD 83(1992)-  32 08 59.34733(N)    091 36 14.40522(W) AD(       ) 1
 CP2998  NAD 83(1986)-  32 08 59.35869(N)    091 36 14.40039(W) AD(       ) 1
 CP2998  NAD 27      -  32 08 58.81042(N)    091 36 13.96006(W) AD(       ) 1
 CP2998  NGVD 29 (07/19/86)   27.3    (m)           90.     (f) VERT ANG       
 CP2998
 CP2998.Superseded values are not recommended for survey control.
 CP2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2998.See file dsdata.txt to determine how the superseded data were derived.
 CP2998
 CP2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3165057896(NAD 83)
 CP2998_MARKER: DS = TRIANGULATION STATION DISK
 CP2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2998
 CP2998  HISTORY     - Date     Condition        Report By
 CP2998  HISTORY     - 1971     MONUMENTED       NGS
 CP2998
 CP2998                          STATION DESCRIPTION
 CP2998
 CP2998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2998'THE STATION IS ABOUT 7-1/2 MILES EAST-SOUTHEAST OF WINNSBORO,
 CP2998'7-1/2 MILES NORTH-NORTHEAST OF GILBERT, 6-1/2 MILES SOUTH OF
 CP2998'CROWVILLE, 4-3/4 MILES SOUTH OF BUSHES AND 3-1/2 MILES
 CP2998'SOUTH-SOUTHWEST OF SWAMPERS.  IT IS IN SECTION 36, T 13 N, R 9 E,
 CP2998'ON LAND OWNED MR. J.L. DONNELL, ROUTE 1 BOX 390, WINNSBORO,
 CP2998'LOUISIANA 71295.
 CP2998'
 CP2998'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CP2998'4, 15 AND 17 IN THE NORTH EDGE OF WINNSBORO, GO EAST ON HIGHWAYS
 CP2998'4 AND 17 FOR 0.55 MILE TO THE FRANKLIN PARISH COURT HOUSE ON
 CP2998'THE LEFT.  CONTINUE EASTERLY ON HIGHWAYS 4 AND 17 FOR 0.95
 CP2998'MILE TO THE JUNCTION OF 4 AND 17, CONTINUE EAST ON STATE
 CP2998'HIGHWAY 4 FOR 3.4 MILES TO THE JUNCTION WITH 863 AT FORKS,
 CP2998'TAKE LEFT FORK AND GO NORTHEAST ON STATE HIGHWAY 863 FOR
 CP2998'2.35 MILES TO JUNCTION WITH STATE HIGHWAY 578.  THE AZIMUTH
 CP2998'MARK IS ON THE LEFT, NORTHWEST ANGLE OF THE INTERSECTION, AS
 CP2998'DESCRIBED.  TURN RIGHT AND GO SOUTHERLY ON STATE HIGHWAY
 CP2998'578 FOR 0.2 MILE TO THE STATION ON THE LEFT, EAST SIDE OF ROAD,
 CP2998'AS DESCRIBED.  CONTINUE SOUTHERLY ON STATE HIGHWAY 578
 CP2998'FOR FOR 0.65 MILE TO BENCH MARK 21 V 52 USC AND GS (LDH) ON THE
 CP2998'RIGHT, WEST SIDE OF ROAD. AS DESCRIBED.
 CP2998'
 CP2998'STATION MARKS ARE STANDARD DISKS STAMPED AGUSTA 1971.  THE SURFACE
 CP2998'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2998'MONUMENT THAT IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 CP2998'IS 97 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 578, 58
 CP2998'FEET EAST-NORTHEAST OF OF A 10 INCH WILD CHERRY TREE AND 31 FEET
 CP2998'SOUTH OF THE APPROXIMATE CENTER OF FIELD ROAD.  THE UNDERGROUND
 CP2998'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CP2998'THE GROUND SURFACE.
 CP2998'
 CP2998'REFERENCE MARK 1, A STANDARD DISK STAMPED AGUSTA NO 1 1971,
 CP2998'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2998'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CP2998'101 FEET SOUTH OF THE APPROXIMATE CENTER OF FIELD ROAD, 34 FEET
 CP2998'EAST OF THE CENTERLINE OF STATE HIGHWAY 578 AND 2 FEET NORTH
 CP2998'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2998'
 CP2998'REFERENCE MARK 2, A STANDARD DISK STAMPED AGUSTA NO 2 1971, IS
 CP2998'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2998'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 CP2998'NORTH OF THE APPROXIMATE CENTER OF FIELD ROAD, 36 FEET EAST
 CP2998'OF THE CENTERLINE OF STATE HIGHWAY 578, 8 FEET SOUTHWEST OF
 CP2998'A 6 INCH ELM TREE AND 1.9 FEET SOUTH OF METAL WITNESS POST
 CP2998'WITH SIGN ATTACHED.
 CP2998'
 CP2998'THE AZIMUTH MARK, A STANDARD DISK STAMPED AGUSTA 1971, IS SET
 CP2998'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2998'IS FLUSH WITH THE GROUND SURFACE.  IT IS 84 FEET NORTH OF THE
 CP2998'JUNCTION OF STATE HIGHWAYS 578 AND 863, 78 FEET NORTH OF THE
 CP2998'CENTERLINE OF STATE HIGHWAY 863, 28 FEET WEST OF THE CENTERLINE
 CP2998'OF STATE HIGHWAY 578 AND 2.5 FEET SOUTH OF A METAL WITNESS
 CP2998'POST WITH SIGN ATTACHED.
 CP2998'
 CP2998'BENCH MARK 21 V 52 USC AND GS (LDH), A LOUISIANA DEPARTMENT OF
 CP2998'HIGHWAYS STATION MARK DISK STAMPED 21 V 52 1969, IS SET IN
 CP2998'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP2998'4 INCHES ABOVE GROUND SURFACE.  IT IS 69.5 FEET WEST OF THE
 CP2998'CENTERLINE OF STATE HIGHWAY 578, 50 FEET SOUTHEAST OF THE
 CP2998'SOUTHEAST CORNER OF SMALL HOUSE AND 1.2 FEET WEST OF METAL
 CP2998'WITNESS POST WITH SIGN ATTACHED.
 CP2998'
 CP2998'HEIGHT OF LIGHT ABOVE STATION MARK 39.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1866 ***********************************************************************
 CQ1866  DESIGNATION -  AH
 CQ1866  PID         -  CQ1866
 CQ1866  STATE/COUNTY-  LA/BOSSIER
 CQ1866  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1866
 CQ1866                         *CURRENT SURVEY CONTROL
 CQ1866  ___________________________________________________________________
 CQ1866* NAD 83(1986)-  32 55 13.     (N)    093 41 57.     (W)     SCALED    
 CQ1866* NAVD 88     -        96.680  (meters)     317.19   (feet)  ADJUSTED  
 CQ1866  ___________________________________________________________________
 CQ1866  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ1866  DYNAMIC HT  -          96.573 (meters)     316.84  (feet)  COMP
 CQ1866  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 CQ1866
 CQ1866  VERT ORDER  -  FIRST     CLASS II
 CQ1866
 CQ1866.The horizontal coordinates were scaled from a topographic map and have
 CQ1866.an estimated accuracy of +/- 6 seconds.
 CQ1866
 CQ1866.The orthometric height was determined by differential leveling
 CQ1866.and adjusted by the National Geodetic Survey in June 1991..
 CQ1866
 CQ1866.The geoid height was determined by GEOID03.
 CQ1866
 CQ1866.The dynamic height is computed by dividing the NAVD 88
 CQ1866.geopotential number by the normal gravity value computed on the
 CQ1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1866.degrees latitude (g = 980.6199 gals.).
 CQ1866
 CQ1866.The modeled gravity was interpolated from observed gravity values.
 CQ1866
 CQ1866;                    North         East    Units  Estimated Accuracy
 CQ1866;SPC LA N     -   268,980.      887,830.      MT  (+/- 180 meters Scaled)
 CQ1866
 CQ1866                          SUPERSEDED SURVEY CONTROL
 CQ1866
 CQ1866  NGVD 29 (??/??/??)   96.743  (m)          317.40   (f) ADJUSTED    1 2
 CQ1866
 CQ1866.Superseded values are not recommended for survey control.
 CQ1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1866.See file dsdata.txt to determine how the superseded data were derived.
 CQ1866
 CQ1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS346426(NAD 83)
 CQ1866_MARKER: N = NAIL
 CQ1866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1866_SP_SET: GUM TREE
 CQ1866_STAMPING: AH
 CQ1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1866
 CQ1866  HISTORY     - Date     Condition        Report By
 CQ1866  HISTORY     - UNK      MONUMENTED       CGS
 CQ1866  HISTORY     - 1961     GOOD             CGS
 CQ1866
 CQ1866                          STATION DESCRIPTION
 CQ1866
 CQ1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1866'1.1 MI N FROM PLAIN DEALING.
 CQ1866'ABOUT 1.1 MILES NORTH ALONG ST LOUIS SOUTHWESTERN RAILWAY FROM STATION
 CQ1866'AT PLAIN DEALING, A TREE MARK, COPPER NAIL AND WASHER, 48 FEET WEST OF
 CQ1866'WEST RAIL, 2 FEET WEST OF A FENCE, 55 FEET NORTH OF Z 177, SET IN THE
 CQ1866'TOP OF WEST ROOT OF A 16-INCH SWEET GUM TREE, AND STAMPED AH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3032 ***********************************************************************
 BX3032  DESIGNATION -  AIMWELL
 BX3032  PID         -  BX3032
 BX3032  STATE/COUNTY-  LA/SABINE
 BX3032  USGS QUAD   -  BEECH BAYOU (1984)
 BX3032
 BX3032                         *CURRENT SURVEY CONTROL
 BX3032  ___________________________________________________________________
 BX3032* NAD 83(1992)-  31 32 58.38251(N)    093 42 25.43453(W)     ADJUSTED  
 BX3032* NAVD 88     -        88.2    (meters)     289.     (feet)  VERTCON   
 BX3032  ___________________________________________________________________
 BX3032  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 BX3032  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BX3032
 BX3032  HORZ ORDER  -  FIRST
 BX3032
 BX3032.The horizontal coordinates were established by classical geodetic methods
 BX3032.and adjusted by the National Geodetic Survey in February 1996..
 BX3032
 BX3032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3032
 BX3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3032
 BX3032.The geoid height was determined by GEOID03.
 BX3032
 BX3032;                    North         East     Units Scale Factor Converg.
 BX3032;SPC LA N     -   117,007.536   885,396.319   MT  0.99993526   -0 38 17.4
 BX3032;SPC LA N     -   383,882.22  2,904,837.76   sFT  0.99993526   -0 38 17.4
 BX3032;SPC TXNC     - 1,997,393.806 1,055,038.549   MT  1.00021274   +2 36 50.5
 BX3032;SPC TXNC     - 6,553,116.18  3,461,405.64   sFT  1.00021274   +2 36 50.5
 BX3032;UTM  15      - 3,490,725.234   432,888.698   MT  0.99965555   -0 22 11.9
 BX3032
 BX3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3032!SPC LA N     -   0.99999036  x   0.99993526  =   0.99992562
 BX3032!SPC TXNC     -   0.99999036  x   1.00021274  =   1.00020310
 BX3032!UTM  15      -   0.99999036  x   0.99965555  =   0.99964591
 BX3032
 BX3032:                Primary Azimuth Mark                     Grid Az
 BX3032:SPC LA N     -  ZWOLLE CABLE TV MAST                     031 32 29.1
 BX3032:SPC TXNC     -  ZWOLLE CABLE TV MAST                     028 17 21.2
 BX3032:UTM  15      -  ZWOLLE CABLE TV MAST                     031 16 23.6
 BX3032
 BX3032|---------------------------------------------------------------------|
 BX3032| PID    Reference Object                     Distance      Geod. Az  |
 BX3032|                                                           dddmmss.s |
 BX3032| BX3035 ZWOLLE CABLE TV MAST                APPROX.12.6 KM 0305411.7 |
 BX3032| CV7984 AIMWELL RM 1                         28.271 METERS 03231     |
 BX3032| CV7985 AIMWELL RM 2                         29.309 METERS 12850     |
 BX3032| BX2989 MILAM SABINE R AUTH KHT 89          APPROX.15.3 KM 2305805.3 |
 BX3032| BX2990 CHAMBERS HILL LOT                   APPROX.15.3 KM 2333602.6 |
 BX3032| BX3047 BRITTAIN RESET                      APPROX.19.3 KM 2973118.0 |
 BX3032|---------------------------------------------------------------------|
 BX3032
 BX3032                          SUPERSEDED SURVEY CONTROL
 BX3032
 BX3032  NAD 83(1992)-  31 32 58.38458(N)    093 42 25.43301(W) AD(       ) 1
 BX3032  NAD 83(1986)-  31 32 58.39047(N)    093 42 25.43004(W) AD(       ) 1
 BX3032  NAD 27      -  31 32 57.75510(N)    093 42 24.77264(W) AD(       ) 1
 BX3032  NGVD 29 (07/19/86)   88.3    (m)          290.     (f) VERT ANG       
 BX3032
 BX3032.Superseded values are not recommended for survey control.
 BX3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3032.See file dsdata.txt to determine how the superseded data were derived.
 BX3032
 BX3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3288990725(NAD 83)
 BX3032_MARKER: DS = TRIANGULATION STATION DISK
 BX3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3032
 BX3032  HISTORY     - Date     Condition        Report By
 BX3032  HISTORY     - 1971     MONUMENTED       NGS
 BX3032
 BX3032                          STATION DESCRIPTION
 BX3032
 BX3032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3032'THE STATION IS LOCATED ABOUT 13 MILES WEST AND 1-1/2 MILES SOUTH OF
 BX3032'MANY AND 6 MILES SOUTH AND 3-1/2 MILES WEST OF ZWOLLE, IN THE
 BX3032'NORTHWEST QUARTER OF SECTION 33, T 7 N, R 13 W, OWNED BY THE
 BX3032'CONTINENTAL CAN COMPANY OF HODGE, LOUISIANA.
 BX3032'
 BX3032'TO REACH THE STATION FROM THE POST OFFICE IN MANY, GO WESTERLY ON
 BX3032'STATE HIGHWAY 6 FOR 5.5 MILES TO THE JUNCTION OF STATE HIGHWAY 476
 BX3032'ON THE LEFT.  CONTINUE WESTERLY ON HIGHWAY 6 FOR 6.95 MILE TO THE
 BX3032'JUNCTION OF STATE HIGHWAY 475 ON THE RIGHT.  TURN RIGHT AND GO
 BX3032'NORTHERLY ON HIGHWAY 475 FOR 3.5 MILES TO THE JUNCTION OF STATE
 BX3032'HIGHWAY 1215 ON THE LEFT.  TURN LEFT AND GO WESTERLY ON HIGHWAY
 BX3032'1215 FOR 1.95 MILES TO THE AIMWELL BAPTIST CHURCH ON THE ON THE
 BX3032'RIGHT.  CONTINUE WESTERLY ON HIGHWAY 1215 FOR 1.75 MILES TO
 BX3032'GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTHERLY ON THE
 BX3032'GRAVELED ROAD FOR 1.0 MILE TO A WOODS ROAD ON THE LEFT.  TURN LEFT
 BX3032'AND FOLLOW THE MAIN WOODS ROAD WESTERLY FOR 0.3 MILE TO THE TOP OF A
 BX3032'RIDGE AND THE STATION.
 BX3032'
 BX3032'THE STATION MARKS ARE STANDARD DISKS STAMPED AIMWELL 1971.  THE
 BX3032'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 BX3032'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 32
 BX3032'FEET NORTH OF A 24-INCH OAK TREE, 24.5 FEET NORTHEAST OF A 12-INCH
 BX3032'PINE TREE AND 5 FEET EAST-NORTHEAST OF A METAL WITNESS POST.  THE
 BX3032'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 BX3032'INCHES BELOW THE GROUND SURFACE.
 BX3032'
 BX3032'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AIMWELL NO 1 1971, SET
 BX3032'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3032'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET NORTHEAST OF A
 BX3032'14-INCH PINE TREE, 8.5 FEET NORTHWEST OF A 10-INCH OAK TREE, 2.2
 BX3032'FEET SOUTHEAST OF A METAL WITNESS POST AND ABOUT 3 FEET LOWER IN
 BX3032'ELEVATION THAN THE STATION.
 BX3032'
 BX3032'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AIMWELL NO 2 1971, SET
 BX3032'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3032'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 16 FEET SOUTHWEST OF THE
 BX3032'CENTER OF THE WOODS ROAD, 14 FEET WEST OF A 16-INCH OAK TREE AND
 BX3032'2 FEET NORTH OF A METAL WITNESS POST AND ABOUT 6 FEET LOWER IN
 BX3032'ELEVATION THAN THE STATION.
 BX3032'
 BX3032'NOTE--NO SUITABLE PLACE TO SET AN AZIMUTH MARK.  NO MEASUREMENT
 BX3032'BETWEEN THE REFERENCE MARKS DUE TO TREES.  REFERENCE MARKS MEASURED
 BX3032'USING 5 KG. TAPE TENSION.
 BX3032'
 BX3032'NEAREST TOWN--ZWOLLE.
 BX3032'
 BX3032'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2549 ***********************************************************************
 BW2549  DESIGNATION -  AIMWELL LOT 1889 LADC
 BW2549  PID         -  BW2549
 BW2549  STATE/COUNTY-  LA/CATAHOULA
 BW2549  USGS QUAD   -  AIMWELL (1984)
 BW2549
 BW2549                         *CURRENT SURVEY CONTROL
 BW2549  ___________________________________________________________________
 BW2549* NAD 83(1992)-  31 47 47.72895(N)    091 58 46.86056(W)     ADJUSTED  
 BW2549* NAVD 88     -                                                        
 BW2549  ___________________________________________________________________
 BW2549  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BW2549  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BW2549
 BW2549  HORZ ORDER  -  THIRD
 BW2549
 BW2549.The horizontal coordinates were established by classical geodetic methods
 BW2549.and adjusted by the National Geodetic Survey in May 1994..
 BW2549
 BW2549
 BW2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2549
 BW2549.The geoid height was determined by GEOID03.
 BW2549
 BW2549;                    North         East     Units Scale Factor Converg.
 BW2549;SPC LA N     -   143,877.643 1,049,270.294   MT  0.99991696   +0 16 30.3
 BW2549;SPC LA N     -   472,038.57  3,442,480.96   sFT  0.99991696   +0 16 30.3
 BW2549;UTM  15      - 3,518,342.922   596,588.791   MT  0.99971506   +0 32 15.5
 BW2549
 BW2549                          SUPERSEDED SURVEY CONTROL
 BW2549
 BW2549  NAD 83(1992)-  31 47 47.72895(N)    091 58 46.86103(W) AD(       ) 4
 BW2549  NAD 83(1986)-  31 47 47.74514(N)    091 58 46.85708(W) AD(       ) 4
 BW2549  NAD 27      -  31 47 47.13830(N)    091 58 46.37678(W) AD(       ) 3
 BW2549
 BW2549.Superseded values are not recommended for survey control.
 BW2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2549.See file dsdata.txt to determine how the superseded data were derived.
 BW2549
 BW2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR9658918343(NAD 83)
 BW2549_MARKER: 57 = LOOKOUT TOWER
 BW2549
 BW2549  HISTORY     - Date     Condition        Report By
 BW2549  HISTORY     - 1941     FIRST OBSERVED   CGS
 BW2549
 BW2549                          STATION DESCRIPTION
 BW2549
 BW2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2549'STATION IS 8-3/4 MILES SSE OF THE TOWN OF ROSEFIELD, AIR LINE
 BW2549'DISTANCE, IN THE CENTER OF THE S EDGE OF SEC. 32, T. 10 N.,
 BW2549'R. 5 E.  IT IS A 90-FOOT STEEL TOWER OF STANDARD LOOKOUT TOWER
 BW2549'CONSTRUCTION, AND WAS BUILT IN 1929.  IT IS OWNED BY THE
 BW2549'SOUTHERN KRAFT CORPORATION AND OPERATED BY THE STATE OF LOUISIANA
 BW2549'(LOUISIANA DEPARTMENT OF CONSERVATION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3210 ***********************************************************************
 CQ3210  DESIGNATION -  AIR
 CQ3210  PID         -  CQ3210
 CQ3210  STATE/COUNTY-  LA/CADDO
 CQ3210  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3210
 CQ3210                         *CURRENT SURVEY CONTROL
 CQ3210  ___________________________________________________________________
 CQ3210* NAD 83(1992)-  32 27 08.46119(N)    093 49 34.58224(W)     ADJUSTED  
 CQ3210* NAVD 88     -        75.9    (meters)     249.     (feet)  VERTCON   
 CQ3210  ___________________________________________________________________
 CQ3210  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ3210  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3210
 CQ3210  HORZ ORDER  -  SECOND
 CQ3210
 CQ3210.This mark is at Shreveport Regional Airport (SHV)
 CQ3210
 CQ3210.The horizontal coordinates were established by classical geodetic methods
 CQ3210.and adjusted by the National Geodetic Survey in February 1996..
 CQ3210
 CQ3210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3210
 CQ3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3210
 CQ3210.The geoid height was determined by GEOID03.
 CQ3210
 CQ3210;                    North         East     Units Scale Factor Converg.
 CQ3210;SPC LA N     -   217,233.525   875,303.829   MT  0.99995815   -0 42 04.3
 CQ3210;SPC LA N     -   712,706.99  2,871,725.98   sFT  0.99995815   -0 42 04.3
 CQ3210;UTM  15      - 3,590,877.608   422,338.563   MT  0.99967437   -0 26 36.2
 CQ3210
 CQ3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3210!SPC LA N     -   0.99999216  x   0.99995815  =   0.99995031
 CQ3210!UTM  15      -   0.99999216  x   0.99967437  =   0.99966653
 CQ3210
 CQ3210:                Primary Azimuth Mark                     Grid Az
 CQ3210:SPC LA N     -  AIR AZ MK                                040 32 29.2
 CQ3210:UTM  15      -  AIR AZ MK                                040 17 01.1
 CQ3210
 CQ3210|---------------------------------------------------------------------|
 CQ3210| PID    Reference Object                     Distance      Geod. Az  |
 CQ3210|                                                           dddmmss.s |
 CQ3210| CX4893 AIR AZ MK                                          0395024.9 |
 CQ3210| CQ3208 SHREVEPORT LOF N STACK              APPROX. 3.3 KM 0530535.3 |
 CQ3210| CQ3209 AIR RM 1                             15.130 METERS 09209     |
 CQ3210| CX4894 AIR RM 2                             21.270 METERS 30315     |
 CQ3210|---------------------------------------------------------------------|
 CQ3210
 CQ3210                          SUPERSEDED SURVEY CONTROL
 CQ3210
 CQ3210  NAD 83(1992)-  32 27 08.46169(N)    093 49 34.58097(W) AD(       ) 2
 CQ3210  NAD 83(1986)-  32 27 08.47228(N)    093 49 34.57191(W) AD(       ) 2
 CQ3210  NAD 27      -  32 27 07.91796(N)    093 49 33.92470(W) AD(       ) 2
 CQ3210  NGVD 29 (07/19/86)   76.0    (m)          249.     (f) VERT ANG       
 CQ3210
 CQ3210.Superseded values are not recommended for survey control.
 CQ3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3210.See file dsdata.txt to determine how the superseded data were derived.
 CQ3210
 CQ3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2233990878(NAD 83)
 CQ3210_MARKER: DS = TRIANGULATION STATION DISK
 CQ3210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3210
 CQ3210  HISTORY     - Date     Condition        Report By
 CQ3210  HISTORY     - 1969     MONUMENTED       CGS
 CQ3210  HISTORY     - 1972     GOOD             NGS
 CQ3210  HISTORY     - 1981     GOOD             NGS
 CQ3210  HISTORY     - 20010315 GOOD             USPSQD
 CQ3210
 CQ3210                          STATION DESCRIPTION
 CQ3210
 CQ3210'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3210'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF FENCE ON
 CQ3210'LINE.
 CQ3210'
 CQ3210'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF SHREVEPORT
 CQ3210'AND AT THE SHREVEPORT MUNICIPAL AIRPORT.
 CQ3210'
 CQ3210'TO REACH THE STATION FROM THE JUNCTION WITH HOLLYWOOD STREET
 CQ3210'AND U.S. HIGHWAY 171 (HEARNE AVENUE), GO WEST ON HOLLYWOOD
 CQ3210'STREET FOR 0.8 MILE TO A RAILROAD OVERPASS.  CONTINUE AHEAD WEST
 CQ3210'ON HOLLYWOOD STREET FOR 1.75 MILE TO A PAVED ROAD LEFT (AIRPORT
 CQ3210'SERVICE ROAD).  TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 0.1
 CQ3210'MILE TO A REVERSE Y AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CQ3210'AHEAD SOUTH AND SOUTHWESTERLY ON SERVICE ROAD FOR 0.3 MILE TO
 CQ3210'SERVICE ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.05
 CQ3210'MILE TO A METAL GATE.  PASS THROUGH GATE TO STATION ON THE
 CQ3210'LEFT.
 CQ3210'
 CQ3210'THE STATION MARK IS A STANDARD DISK, STAMPED AIR 1969, SET IN
 CQ3210'THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH WITH
 CQ3210'THE SURFACE OF THE GROUND.  IT IS 112 FEET SOUTHEAST OF THE
 CQ3210'SOUTHEAST CORNER OF THE TERMINAL BUILDING, 21.1 FEET EAST OF
 CQ3210'THE CENTER OF A METAL GATE AND 13.8 FEET SOUTH OF A CHAIN-LINK
 CQ3210'FENCE.
 CQ3210'
 CQ3210'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIR NO 1 1969,
 CQ3210'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH
 CQ3210'WITH THE SURFACE OF THE GROUND.  IT IS 157 FEET SOUTHEAST OF
 CQ3210'THE SOUTHEAST CORNER OF THE TERMINAL BUILDING, 68.4 FEET
 CQ3210'EAST-SOUTHEAST OF THE CENTER OF THE METAL GATE AND 16.7 FEET
 CQ3210'SOUTH OF A CHAIN-LINK FENCE.
 CQ3210'
 CQ3210'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIR NO 2 1969,
 CQ3210'CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB AT THE BASE OF A
 CQ3210'FLAGPOLE.  IT IS 48.3 FEET NORTHWEST OF THE METAL GATE, 44.2
 CQ3210'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE TERMINAL
 CQ3210'BUILDING, 24.5 FEET NORTH OF AN IRON FENCE AND 4.2 FEET
 CQ3210'SOUTHEAST OF THE APPROXIMATE CENTER OF THE BASE OF THE
 CQ3210'FLAGPOLE.
 CQ3210'
 CQ3210'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AIR 1969, SET IN
 CQ3210'THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT PROJECTS 1
 CQ3210'INCH.  IT IS 105 FEET NORTHEAST OF THE CENTER OF A METAL GATE,
 CQ3210'42.8 FEET SOUTHEAST OF THE CENTER OF THE SERVICE ROAD, 2 FEET
 CQ3210'SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3210'
 CQ3210'HEIGHT OF LIGHT ABOVE STATION MARK 1.69 METERS.
 CQ3210
 CQ3210                          STATION RECOVERY (1972)
 CQ3210
 CQ3210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CQ3210'RECOVERED AS DESCRIBED.
 CQ3210'
 CQ3210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3210'AT GREATER SHREVEPORT AIRPORT (NEAR CONTROL TOWER).
 CQ3210
 CQ3210                          STATION RECOVERY (1981)
 CQ3210
 CQ3210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 CQ3210'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 CQ3210'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 CQ3210'
 CQ3210'TO REACH THE STATION FROM THE INTERSECTION OF HOLLYWOOD AVENUE
 CQ3210'AND MONKHOUSE DRIVE (THE MAIN ENTRANCE TO THE SHREVEPORT REGIONAL
 CQ3210'AIRPORT), GO EAST ON HOLLYWOOD AVENUE FOR 0.2 MILE TO A CROSS
 CQ3210'STREET.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO A PAVED CROSS
 CQ3210'ROAD.  TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND
 CQ3210'GO NORTHEAST FOR 0.1 MILE TO THE MARK ON THE RIGHT.  TO GO TO
 CQ3210'THE STATION, CONTINUE SOUTH, SOUTHWEST, AND WEST FOR 0.3 MILE TO
 CQ3210'STOP SIGN AT THE ENTRANCE TO THE GENERAL AVIATION PARKING
 CQ3210'LOT.  TURN LEFT AT THE SECOND DRIVEWAY AND GO SOUTH FOR ABOUT
 CQ3210'175 FEET TO A GATE.  GO THROUGH THE GATE TO THE STATION ON THE
 CQ3210'LEFT.
 CQ3210'
 CQ3210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHREVEPORT
 CQ3210'REGIONAL AIRPORT, 7 MILES WEST OF SHREVEPORT.
 CQ3210
 CQ3210                          STATION RECOVERY (2001)
 CQ3210
 CQ3210'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ3210'RM 2 ONLY MARK FOUND AND WAS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3209 ***********************************************************************
 CQ3209  DESIGNATION -  AIR RM 1
 CQ3209  PID         -  CQ3209
 CQ3209  STATE/COUNTY-  LA/CADDO
 CQ3209  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3209
 CQ3209                         *CURRENT SURVEY CONTROL
 CQ3209  ___________________________________________________________________
 CQ3209* NAD 83(1992)-  32 27 08.44280(N)    093 49 34.00337(W)     ADJUSTED  
 CQ3209* NAVD 88     -        75.7    (meters)     248.     (feet)  VERTCON   
 CQ3209  ___________________________________________________________________
 CQ3209  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ3209  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3209
 CQ3209  HORZ ORDER  -  SECOND
 CQ3209
 CQ3209.This mark is at Shreveport Regional Airport (SHV)
 CQ3209
 CQ3209.The horizontal coordinates were established by classical geodetic methods
 CQ3209.and adjusted by the National Geodetic Survey in February 1996..
 CQ3209
 CQ3209.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3209
 CQ3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3209
 CQ3209.The geoid height was determined by GEOID03.
 CQ3209
 CQ3209;                    North         East     Units Scale Factor Converg.
 CQ3209;SPC LA N     -   217,232.773   875,318.940   MT  0.99995815   -0 42 04.0
 CQ3209;SPC LA N     -   712,704.52  2,871,775.56   sFT  0.99995815   -0 42 04.0
 CQ3209;UTM  15      - 3,590,876.925   422,353.673   MT  0.99967434   -0 26 35.9
 CQ3209
 CQ3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3209!SPC LA N     -   0.99999219  x   0.99995815  =   0.99995034
 CQ3209!UTM  15      -   0.99999219  x   0.99967434  =   0.99966653
 CQ3209
 CQ3209:                Primary Azimuth Mark                     Grid Az
 CQ3209:SPC LA N     -  REID                                     048 39 22.8
 CQ3209:UTM  15      -  REID                                     048 23 54.7
 CQ3209
 CQ3209|---------------------------------------------------------------------|
 CQ3209| PID    Reference Object                     Distance      Geod. Az  |
 CQ3209|                                                           dddmmss.s |
 CQ3209| CQ1764 REID                                APPROX. 3.2 KM 0475718.8 |
 CQ3209| CQ3210 AIR                                  15.130 METERS 27209     |
 CQ3209|---------------------------------------------------------------------|
 CQ3209
 CQ3209                          SUPERSEDED SURVEY CONTROL
 CQ3209
 CQ3209  NAD 83(1992)-  32 27 08.44330(N)    093 49 34.00210(W) AD(       ) 2
 CQ3209  NAD 83(1986)-  32 27 08.45389(N)    093 49 33.99304(W) AD(       ) 2
 CQ3209  NAD 27      -  32 27 07.89958(N)    093 49 33.34585(W) AD(       ) 2
 CQ3209  NGVD 29 (07/19/86)   75.8    (m)          249.     (f) VERT ANG       
 CQ3209
 CQ3209.Superseded values are not recommended for survey control.
 CQ3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3209.See file dsdata.txt to determine how the superseded data were derived.
 CQ3209
 CQ3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2235490877(NAD 83)
 CQ3209_MARKER: DS = TRIANGULATION STATION DISK
 CQ3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3209+STABILITY: SURFACE MOTION
 CQ3209
 CQ3209  HISTORY     - Date     Condition        Report By
 CQ3209  HISTORY     - 1969     MONUMENTED       CGS
 CQ3209  HISTORY     - 20010315 GOOD             USPSQD
 CQ3209
 CQ3209                          STATION DESCRIPTION
 CQ3209
 CQ3209'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3209'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF FENCE ON
 CQ3209'LINE.
 CQ3209'
 CQ3209'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF SHREVEPORT
 CQ3209'AND AT THE SHREVEPORT MUNICIPAL AIRPORT.
 CQ3209'
 CQ3209'TO REACH THE STATION FROM THE JUNCTION WITH HOLLYWOOD STREET
 CQ3209'AND U.S. HIGHWAY 171 (HEARNE AVENUE), GO WEST ON HOLLYWOOD
 CQ3209'STREET FOR 0.8 MILE TO A RAILROAD OVERPASS.  CONTINUE AHEAD
 CQ3209'WEST ON HOLLYWOOD STREET FOR 1.75 MILE TO A PAVED ROAD LEFT
 CQ3209'(AIRPORT SERVICE ROAD).  TURN LEFT AND GO SOUTH ON PAVED ROAD
 CQ3209'FOR 0.1 MILE TO A REVERSE Y AND THE AZIMUTH MARK ON THE
 CQ3209'LEFT.  CONTINUE AHEAD SOUTH AND SOUTHWESTERLY ON SERVICE ROAD
 CQ3209'FOR 0.3 MILE TO SERVICE ENTRANCE ON THE LEFT.  TURN LEFT AND
 CQ3209'GO SOUTH FOR 0.05 MILE TO A METAL GATE.
 CQ3209'
 CQ3209'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIR NO 1 1969,
 CQ3209'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH
 CQ3209'WITH THE SURFACE OF THE GROUND.  IT IS 157 FEET SOUTHEAST OF
 CQ3209'THE SOUTHEAST CORNER OF THE TERMINAL BUILDING, 68.4 FEET
 CQ3209'EAST-SOUTHEAST OF THE CENTER OF THE METAL GATE AND 16.7 FEET
 CQ3209'SOUTH OF A CHAIN-LINK FENCE.
 CQ3209'
 CQ3209'HEIGHT OF LIGHT ABOVE STATION MARK 1.69 METERS.
 CQ3209
 CQ3209                          STATION RECOVERY (2001)
 CQ3209
 CQ3209'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ3209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1400 ***********************************************************************
 BJ1400  PACS        -  This is a Primary Airport Control Station.
 BJ1400  DESIGNATION -  AIRPORT
 BJ1400  PID         -  BJ1400
 BJ1400  STATE/COUNTY-  LA/ORLEANS
 BJ1400  USGS QUAD   -  SPANISH FORT (1992)
 BJ1400
 BJ1400                         *CURRENT SURVEY CONTROL
 BJ1400  ___________________________________________________________________
 BJ1400* NAD 83(1992)-  30 02 29.15680(N)    090 01 53.69222(W)     ADJUSTED  
 BJ1400* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BJ1400  **This station is located in a subsidence area (see below).
 BJ1400  ___________________________________________________________________
 BJ1400  X           -      -3,045.872 (meters)                     COMP
 BJ1400  Y           -  -5,525,937.594 (meters)                     COMP
 BJ1400  Z           -   3,174,338.725 (meters)                     COMP
 BJ1400  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ1400  ELLIP HEIGHT-         -23.47  (meters)          (01/10/02) GPS OBS
 BJ1400  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ1400  DYNAMIC HT  -           2.9   (meters)      10.    (feet)  COMP
 BJ1400  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BJ1400
 BJ1400  HORZ ORDER  -  B
 BJ1400  VERT ORDER  -  THIRD (See Below)
 BJ1400  ELLP ORDER  -  SECOND    CLASS I
 BJ1400
 BJ1400.This mark is at Lakefront Airport (NEW)
 BJ1400
 BJ1400.The horizontal coordinates were established by GPS observations
 BJ1400.and adjusted by the National Geodetic Survey in January 2002..
 BJ1400
 BJ1400 ** The orthometric height has not been validated since last determined
 BJ1400 ** by differential leveling and should not be used for control purposes.
 BJ1400 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1400 ** area with valid NAVD 88 orthometric heights.
 BJ1400 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1400 ** epoch indicated which incorporates improved geoid heights for the
 BJ1400 ** Southern Louisiana Subsidence area.
 BJ1400 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1400.The orthometric height was scaled from a topographic map.
 BJ1400
 BJ1400.GPS derived orthometric heights for airport stations designated as
 BJ1400.PACS or SACS are published to 2 decimal places.  This maintains
 BJ1400.centimeter relative accuracy between the PACS and SACS.  It does
 BJ1400.not indicate centimeter accuracy relative to other marks which are
 BJ1400.part of the NAVD 88 network.
 BJ1400.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1400
 BJ1400.Photographs are available for this station.
 BJ1400
 BJ1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1400
 BJ1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1400
 BJ1400.The ellipsoidal height was determined by GPS observations
 BJ1400.and is referenced to NAD 83.
 BJ1400
 BJ1400.The geoid height was determined by GEOID03.
 BJ1400
 BJ1400.The dynamic height is computed by dividing the NAVD 88
 BJ1400.geopotential number by the normal gravity value computed on the
 BJ1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1400.degrees latitude (g = 980.6199 gals.).
 BJ1400
 BJ1400.The modeled gravity was interpolated from observed gravity values.
 BJ1400
 BJ1400;                    North         East     Units Scale Factor Converg.
 BJ1400;SPC LA S     -   171,572.046 1,125,537.025   MT  0.99992599   +0 39 03.2
 BJ1400;SPC LA S     -   562,899.29  3,692,699.39   sFT  0.99992599   +0 39 03.2
 BJ1400;UTM  15      - 3,327,090.619   786,242.450   MT  1.00061101   +1 29 13.5
 BJ1400;UTM  16      - 3,327,250.495   207,664.026   MT  1.00065452   -1 31 07.6
 BJ1400
 BJ1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1400!SPC LA S     -   1.00000369  x   0.99992599  =   0.99992968
 BJ1400!UTM  15      -   1.00000369  x   1.00061101  =   1.00061470
 BJ1400!UTM  16      -   1.00000369  x   1.00065452  =   1.00065821
 BJ1400
 BJ1400:                Primary Azimuth Mark                     Grid Az
 BJ1400:SPC LA S     -  SHUSHAN AIRPORT AIRWAY BEACON            130 58 57.4
 BJ1400:UTM  15      -  SHUSHAN AIRPORT AIRWAY BEACON            130 08 47.1
 BJ1400:UTM  16      -  SHUSHAN AIRPORT AIRWAY BEACON            133 09 08.2
 BJ1400
 BJ1400|---------------------------------------------------------------------|
 BJ1400| PID    Reference Object                     Distance      Geod. Az  |
 BJ1400|                                                           dddmmss.s |
 BJ1400| BJ4266 SHUSHAN AIRPORT AIRWAY BEACON       APPROX. 0.9 KM 1313800.6 |
 BJ1400| BJ4274 LAKEFRONT APT AP STA B              APPROX. 0.6 KM 1563431.3 |
 BJ1400| BJ1401 AIRPORT RM                           31.523 METERS 17909     |
 BJ1400| BJ4256 INDUSTRIAL CANAL BRIDGE NE COR      APPROX. 1.2 KM 1944303.8 |
 BJ1400| BJ1328 INDIAN                              APPROX.10.9 KM 2564759.9 |
 BJ1400| BJ4255 INDUSTRIAL CANAL LIGHT              APPROX. 0.5 KM 2705028.5 |
 BJ1400|---------------------------------------------------------------------|
 BJ1400
 BJ1400                          SUPERSEDED SURVEY CONTROL
 BJ1400
 BJ1400  NAD 83(1992)-  30 02 29.15516(N)    090 01 53.68766(W) AD(       ) 2
 BJ1400  NAD 83(1992)-  30 02 29.15465(N)    090 01 53.68737(W) AD(       ) 2
 BJ1400  NAD 83(1986)-  30 02 29.16956(N)    090 01 53.68627(W) AD(       ) 2
 BJ1400  NAD 27      -  30 02 28.44559(N)    090 01 53.43408(W) AD(       ) 2
 BJ1400  NAVD 88 (02/14/94)    2.887  (m)            9.47   (f) UNKNOWN     1 2
 BJ1400  NGVD 29 (05/21/91)    2.945  (m)            9.66   (f) ADJUSTED    1 2
 BJ1400
 BJ1400.Superseded values are not recommended for survey control.
 BJ1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1400.See file dsdata.txt to determine how the superseded data were derived.
 BJ1400
 BJ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8624227091(NAD 83)
 BJ1400_MARKER: DS = TRIANGULATION STATION DISK
 BJ1400_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1400_SP_SET: SEAWALL
 BJ1400_STAMPING: AIRPORT 1932
 BJ1400_MARK LOGO: CGS   
 BJ1400_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1400+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 BJ1400
 BJ1400  HISTORY     - Date     Condition        Report By
 BJ1400  HISTORY     - 1932     MONUMENTED       CGS
 BJ1400  HISTORY     - 1935     GOOD             LAGS
 BJ1400  HISTORY     - 1946     GOOD             CGS
 BJ1400  HISTORY     - 1951     GOOD             CGS
 BJ1400  HISTORY     - 1953     GOOD             CGS
 BJ1400  HISTORY     - 1953     GOOD             CGS
 BJ1400  HISTORY     - 1954     GOOD             CGS
 BJ1400  HISTORY     - 1966     GOOD             CGS
 BJ1400  HISTORY     - 1972     GOOD             NGS
 BJ1400  HISTORY     - 1976     GOOD             NGS
 BJ1400  HISTORY     - 1976     GOOD             NGS
 BJ1400  HISTORY     - 1979     GOOD             NGS
 BJ1400  HISTORY     - 1979     GOOD             LOCSUR
 BJ1400  HISTORY     - 1985     GOOD             NGS
 BJ1400  HISTORY     - 19901118 GOOD             NGS
 BJ1400  HISTORY     - 19941114 GOOD             NGS
 BJ1400  HISTORY     - 20010502 GOOD             NGS
 BJ1400  HISTORY     - 20031121 GOOD             NGS
 BJ1400
 BJ1400                          STATION DESCRIPTION
 BJ1400
 BJ1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RLS)
 BJ1400'ON THE TOP OF THE HEAVY SEA-WALL ON THE WESTERN SIDE OF THE
 BJ1400'SHUSHAN AIRPORT, NEAR THE NORTHERN END OF THE STRAIGHT WALL,
 BJ1400'AND JUST S OF THE POINT WHERE THE CURVE AROUND THE NORTHERN
 BJ1400'SIDE OF THE AIRPORT BEGINS.
 BJ1400'
 BJ1400'THE STATION IS MARKED BY A STANDARD BRONZE DISK WHICH IS SET
 BJ1400'FLUSH WITH THE TOP OF THE CONCRETE.
 BJ1400'
 BJ1400'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK, IS APPROXIMATELY
 BJ1400'20 METERS (66 FEET) FROM THE STATION S 0 DEG 46 MIN E.
 BJ1400
 BJ1400                          STATION RECOVERY (1935)
 BJ1400
 BJ1400'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1400'RECOVERED AS DESCRIBED.
 BJ1400
 BJ1400                          STATION RECOVERY (1946)
 BJ1400
 BJ1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ1400'RECOVERED IN EXCELLENT CONDITION AS DESCRIBED.  HOWEVER, SHUSHAN
 BJ1400'AIRPORT IS NOW NEW ORLEANS AIRPORT.  STATION IS APPROXIMATELY
 BJ1400'8 MILES NE OF NEW ORLEANS.
 BJ1400
 BJ1400                          STATION RECOVERY (1951)
 BJ1400
 BJ1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 BJ1400'IN NEW ORLEANS.
 BJ1400'AT NEW ORLEANS, AT THE NEW ORLEANS AIRPORT, SET IN THE TOP OF THE SEA
 BJ1400'WALL ALONG THE SHORE OF LAKE PONTCHARTRAIN, 48 FEET SOUTH OF THE NORTH
 BJ1400'END OF A NORTH-SOUTH TANGENT IN SEA WALL AND A SLIGHT TURN IN WALL
 BJ1400'EXTENDING NORTH-NORTHEAST, 37 FEET NORTHWEST OF FIRT HYDRANT NO. 80,
 BJ1400'167 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF BUILDING NO. 236,
 BJ1400'AND ABOUT 6 FEET ABOVE THE FIELD.
 BJ1400
 BJ1400                          STATION RECOVERY (1953)
 BJ1400
 BJ1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ALP)
 BJ1400'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.
 BJ1400'ORIGINAL DESCRIPTION AND 1946 RECOVERY NOTE BY H.J.B. ARE
 BJ1400'ADEQUATE AND COMPLETE.
 BJ1400
 BJ1400                          STATION RECOVERY (1953)
 BJ1400
 BJ1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1400'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AND FOUND IN
 BJ1400'GOOD CONDITION.
 BJ1400'
 BJ1400'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BJ1400'
 BJ1400'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE NEW
 BJ1400'ORLEANS AIRPORT ON TOP OF THE SEA-WALL.  IT IS 177 FEET NORTH OF
 BJ1400'A CHIMNEY THAT IS AT THE NORTH END OF BUILDING NO. 236.  THE
 BJ1400'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE
 BJ1400'IN THE TOP OF THE CONCRETE SEA-WALL AND IT IS STAMPED AIRPORT
 BJ1400'1932.
 BJ1400'
 BJ1400'REFERENCE MARK NO. 1 IS 74 FEET NORTH NORTHWEST OF THE CHIMNEY AT
 BJ1400'THE NORTH END OF BUILDING NO. 236.  IT IS A STANDARD BRONZE DISK
 BJ1400'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE SEA-WALL
 BJ1400'AND IT IS STAMPED AIRPORT 1932.
 BJ1400'
 BJ1400'THE INDUSTRIAL CANAL LIGHT WILL SERVE AS AN AZIMUTH TO THIS
 BJ1400'STATION.
 BJ1400'
 BJ1400'TO REACH THE STATION FROM THE GENTILLY POST OFFICE GO NORTHEAST
 BJ1400'ON U.S. HIGHWAY 90 FOR 2.6 MILES TO THE JUNCTION WITH DOWNMAN
 BJ1400'ROAD, TURN LEFT AND GO NORTH ON DOWNMAN ROAD FOR 1.7 MILES TO
 BJ1400'SOUTHLINE DRIVE, TURN LEFT ON SOUTHLINE DRIVE AND GO WEST FOR
 BJ1400'0.3 MILE TO A LARGE GATE ON THE RIGHT, TURN RIGHT THROUGH GATE
 BJ1400'AND GO NORTHERLY ALONG EAST SIDE OF SEA-WALL FOR 0.55 MILE TO
 BJ1400'THE STATION ON THE LEFT AS DESCRIBED.
 BJ1400
 BJ1400                          STATION RECOVERY (1954)
 BJ1400
 BJ1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1400'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BJ1400'CONDITION.  THE BUILDING NO. 236 MENTIONED IN THE 1953 RECOVERY
 BJ1400'NOTE BY R.L.E. HAS BEEN TORN DOWN.
 BJ1400'
 BJ1400'A NEW DESCRIPTION FOLLOWS--
 BJ1400'
 BJ1400'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF NEW ORLEANS,
 BJ1400'ON THE SOUTH SHORE OF LAKE PONCHARTRAIN AND ON THE WEST EDGE
 BJ1400'OF THE NEW ORLEANS AIRPORT.  IT IS ON THE TOP OF THE SEA WALL,
 BJ1400'NEAR THE NORTHERN END OF THE STRAIGHT WALL, JUST SOUTH OF THE
 BJ1400'POINT WHERE THE CURVE AROUND THE NORTH EDGE OF THE AIRPORT
 BJ1400'BEGANS.  IT IS 37 FEET NORTHWEST OF THE THIRD FIRE PLUG SOUTH OF
 BJ1400'THE NORTH END OF THE WEST RUNWAY.  IT IS A STANDARD DISK,
 BJ1400'STAMPED AIRPORT 1932, AND IS SET IN A DRILL HOLE FLUSH WITH
 BJ1400'THE TOP OF THE SEA WALL.
 BJ1400'
 BJ1400'THE REFERENCE MARK IS 103.42 FEET SOUTH OF THE STATION.  IT
 BJ1400'IS 77 FEET SOUTHWEST OF THE FIRE PLUG MENTIONED ABOVE.  IT IS A
 BJ1400'STANDARD DISK STAMPED, AIRPORT 1932, SET IN A DRILL HOLE FLUSH
 BJ1400'WITH THE TOP OF THE SEA WALL.
 BJ1400'
 BJ1400'TO REACH THE STATION FROM THE GENTILLY POST OFFICE, GO WEST ON
 BJ1400'U.S. HIGHWAY 90 FOR 2.6 MILE TO THE JUNCTION WITH DOWNMAN ROAD,
 BJ1400'TURN LEFT AND GO NORTH ON DOWNMAN ROAD FOR 1.7 MILES TO SOUTHLINE
 BJ1400'DRIVE, TURN LEFT ON SOUTHLINE DRIVE AND GO WEST FOR 0.3 MILE
 BJ1400'TO A GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO NORTH
 BJ1400'ALONG THE EAST SIDE OF THE WEST SEA WALL FOR 0.55 MILE TO THE
 BJ1400'MARK ON THE LEFT AS DESCRIBED.
 BJ1400
 BJ1400                          STATION RECOVERY (1966)
 BJ1400
 BJ1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ1400'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ1400
 BJ1400                          STATION RECOVERY (1972)
 BJ1400
 BJ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ1400'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED AND FOUND
 BJ1400'IN GOOD CONDITION.
 BJ1400'
 BJ1400'THE STATION IS LOCATED ON THE TOP OF THE SEA WALL AT THE
 BJ1400'NORTHWEST EDGE OF THE NEW ORLEANS, LAKEFRONT AIRPORT.
 BJ1400'
 BJ1400'TO REACH THE STATION, SEE MR. PAT BECNEL, OPERATIONS MANAGER,
 BJ1400'OFFICE IN THE MAIN ADMINISTRATION BUILDING, TELEPHONE NUMBER
 BJ1400'241-2161.
 BJ1400'
 BJ1400'NO OBSERVATIONS WERE TAKEN AT THIS DATE.
 BJ1400'
 BJ1400'A GEODIMETER DISTANCE WAS MADE FROM STATION ARP 1966, SEE
 BJ1400'BOX SCORE FOR DISTANCE.
 BJ1400'
 BJ1400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NEW ORLEANS,
 BJ1400'LAKEFRONT AIRPORT.
 BJ1400
 BJ1400                          STATION RECOVERY (1976)
 BJ1400
 BJ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 BJ1400'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BJ1400
 BJ1400                          STATION RECOVERY (1976)
 BJ1400
 BJ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1400'RECOVERED IN GOOD CONDITION.
 BJ1400
 BJ1400                          STATION RECOVERY (1979)
 BJ1400
 BJ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTD)
 BJ1400'STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED.
 BJ1400'
 BJ1400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEW ORLEANS
 BJ1400'LAKEFRONT AIRPORT.
 BJ1400
 BJ1400                          STATION RECOVERY (1979)
 BJ1400
 BJ1400'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 BJ1400'RECOVERED IN GOOD CONDITION.
 BJ1400
 BJ1400                          STATION RECOVERY (1985)
 BJ1400
 BJ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1400'RECOVERED IN GOOD CONDITION.
 BJ1400
 BJ1400                          STATION RECOVERY (1990)
 BJ1400
 BJ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1400'IN NEW ORLEANS, AT THE NEW ORLEANS LAKEFRONT AIRPORT, IN THE WEST
 BJ1400'CONCRETE RETAINING WALL ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN,
 BJ1400'0.9 KM (0.6 MI) NORTHWEST OF THE AIRPORT TERMINAL, 44.7 M (146.7 FT)
 BJ1400'SOUTH OF A POINT WHERE THE RETAINING WALL MAKES A SLIGHT TURN FROM
 BJ1400'NORTH-SOUTH TO NORTH-NORTHEAST, AND 1.9 M (6.2 FT) ABOVE THE GROUND
 BJ1400'SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE ORLEANS LEVEE
 BJ1400'BOARD.  FOR PERMISSION TO VISIT THE STATION, CONTACT--RANDOLPH W.
 BJ1400'TAYLOR, NEW ORLEANS LAKEFRONT AIRPORT, SUITE 101, TERMINAL BUILDING,
 BJ1400'NEW ORLEANS, LA 70126, TELEPHONE NUMBER (504) 243-4010.
 BJ1400
 BJ1400                          STATION RECOVERY (1994)
 BJ1400
 BJ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1400'IN NEW ORLEANS, AT THE NEW ORLEANS LAKEFRONT AIRPORT, IN A CONCRETE
 BJ1400'RETAINING WALL ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 147.0 M
 BJ1400'(482.3 FT) NORTH OF REFERENCE MARK 3 A, 29.0 M (95.1 FT) SOUTH OF THE
 BJ1400'EXTENDED CENTER OF TAXIWAY NUMBER 18R-36L A, 22.1 M (72.5 FT) NORTH OF
 BJ1400'THE EXTENDED CENTER OF TAXIWAY NUMBER 18R-36L A1, AND 1.9 M (6.2 FT)
 BJ1400'ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE
 BJ1400'ORLEANS LEVEE BOARD.  FOR AN ESCORT ACROSS AIRPORT PROPERTY TO THE
 BJ1400'MARK CONTACT--RANDOLPH TAYLOR--AIRPORT MANAGER, NEW ORLEANS LAKEFRONT
 BJ1400'AIRPORT, SUITE 101, TERMINAL BUILDING, NEW ORLEANS, LA 7O126,
 BJ1400'TELEPHONE NUMBER (504) 243-4010.
 BJ1400
 BJ1400                          STATION RECOVERY (2001)
 BJ1400
 BJ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 BJ1400'THIS STATION IS LOCATED ON THE NORTH SIDE OF NEW ORLEANS, LA AT THE
 BJ1400'LAKEFRONT AIRPORT IN
 BJ1400'THE WEST CONCRETE RETAINING WALL ALONG THE SOUTH SHORE OF LAKE
 BJ1400'PONCHATRAIN.
 BJ1400'LAKEFRONT AIRPORT OWNERSHIP IS THE CITY OF NEW ORLEANS, LA . ACCESSING
 BJ1400'AIRPORT AND
 BJ1400'AIRCRAFT MOVEMENT AREAS MUST BE OBTAINED FROM RANDOLOPH W. TAYLOR,
 BJ1400'DIRECTOR OF
 BJ1400'AVIATION, SUITE 101 TERMINAL BUILDING, 6001 STARS AND STRIPES
 BJ1400'BOULEVARD, NEW ORLEANS, LA
 BJ1400'70126-8008  PHONE AT 504 243-4020 . FAX 504 243-9151.
 BJ1400' 
 BJ1400'TO REACH THIS STATION FROM I 10 TAKE EXIT 240, DOWNMAN ROAD , PROCEED
 BJ1400'NORTH ON
 BJ1400'DOWNMAN ROAD FOR 1.9 MI TO STARS AND STRIPES BOULEVARD. LEFT AND WEST
 BJ1400'ON STARS AND
 BJ1400'STRIPES BOULEVARD FOR 0.1 MI TO STOP SIGN AND CROSS STREET. RIGTH ON
 BJ1400'CROSS STREET AND
 BJ1400'CONTINUE NORTH GOR 0.05 MI TO GATE ENTRANCE RIGHT TO WEST RAMP HANGAR
 BJ1400'AREA. CONTINUE
 BJ1400'EAST THROUGH GATE FOR 0.1 MI TO SECOND GATE TO WEST RAMP AREA. LEFT
 BJ1400'AND NORTHERLY ON
 BJ1400'WEST RAMP AREA FOR 0.6 MI TO STATION ON LEFT. PERMISSION TO CROSS
 BJ1400'RUNWAY 9 APPROACH
 BJ1400'MUST BE OBTAINED FROM GROUND.
 BJ1400' 
 BJ1400'THE STATION IS 95.1 FT SOUTH OF THE EXTENDED CENTER OF TAXIWAY A ,
 BJ1400'72.5 FT NORTH OF THE
 BJ1400'EXTENDED CENTER OF TAXIWAY A1, 482.3 FT NORTH OF REFERNCE MARK A3, 6.2
 BJ1400'FT ABOVE GROUND
 BJ1400'SURFACE. MARK IS A CGS TRIANGULATION STATION DISK STAMPED -- AIRPORT
 BJ1400'1932.
 BJ1400' 
 BJ1400'THIS STATION HAS BEEN DESIGNATED AS THE PRIMARY CONTROL STATION.
 BJ1400' 
 BJ1400' 
 BJ1400'
 BJ1400
 BJ1400                          STATION RECOVERY (2003)
 BJ1400
 BJ1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (LJL)
 BJ1400'RECOVERED AS DESCRIBED.
 BJ1400'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3271 ***********************************************************************
 CQ3271  DESIGNATION -  AIRPORT BCN BARKSDALE AFB
 CQ3271  PID         -  CQ3271
 CQ3271  STATE/COUNTY-  LA/BOSSIER
 CQ3271  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3271
 CQ3271                         *CURRENT SURVEY CONTROL
 CQ3271  ___________________________________________________________________
 CQ3271* NAD 83(1992)-  32 30 14.37118(N)    093 40 41.27930(W)     ADJUSTED  
 CQ3271* NAVD 88     -                                                        
 CQ3271  ___________________________________________________________________
 CQ3271  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CQ3271  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3271
 CQ3271  HORZ ORDER  -  THIRD
 CQ3271
 CQ3271.The horizontal coordinates were established by classical geodetic methods
 CQ3271.and adjusted by the National Geodetic Survey in January 1993..
 CQ3271
 CQ3271
 CQ3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3271
 CQ3271.The geoid height was determined by GEOID03.
 CQ3271
 CQ3271;                    North         East     Units Scale Factor Converg.
 CQ3271;SPC LA N     -   222,798.848   889,293.595   MT  0.99996695   -0 37 22.4
 CQ3271;SPC LA N     -   730,965.89  2,917,624.07   sFT  0.99996695   -0 37 22.4
 CQ3271;UTM  15      - 3,596,504.206   436,298.917   MT  0.99965004   -0 21 51.9
 CQ3271
 CQ3271                          SUPERSEDED SURVEY CONTROL
 CQ3271
 CQ3271  NAD 83(1986)-  32 30 14.38287(N)    093 40 41.26909(W) AD(       ) 4
 CQ3271  NAD 27      -  32 30 13.83400(N)    093 40 40.63000(W) AD(       ) 3
 CQ3271
 CQ3271.Superseded values are not recommended for survey control.
 CQ3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3271.See file dsdata.txt to determine how the superseded data were derived.
 CQ3271
 CQ3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3629996504(NAD 83)
 CQ3271_MARKER: 21 = AIRPORT BEACON
 CQ3271
 CQ3271  HISTORY     - Date     Condition        Report By
 CQ3271  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3271
 CQ3271                          STATION DESCRIPTION
 CQ3271
 CQ3271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3271'THE STATION IS THE ROTATING LIGHT ON THE ROOF OF THE ENCLOSED
 CQ3271'WATER TANK WHICH IS LOCATED ON THE AIR FORCE BASE AT DAVIS
 CQ3271'AVENUE AND BETWEEN BARKSDALE BLVD. EAST AND BARKSDALE BLVD.
 CQ3271'WEST.  THE STRUCTURE IS OF CONCRETE AND IS ABOUT 125 FEET
 CQ3271'HIGH.  THE LIGHT WAS POINT OBSERVED.
 CQ3271'
 CQ3271'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BARKS,
 CQ3271'THE DISTANCE BEING 4.144 METERS (13.60 FEET) SOUTHEAST OF STATION
 CQ3271'BARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2916 ***********************************************************************
 BK2916  DESIGNATION -  AIRPORT BCN JENNINGS APT
 BK2916  PID         -  BK2916
 BK2916  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2916  USGS QUAD   -  JENNINGS (1993)
 BK2916
 BK2916                         *CURRENT SURVEY CONTROL
 BK2916  ___________________________________________________________________
 BK2916* NAD 83(1992)-  30 14 19.62782(N)    092 40 10.91801(W)     ADJUSTED  
 BK2916* NAVD 88     -                                                        
 BK2916  **This station is located in a subsidence area (see below).
 BK2916  ___________________________________________________________________
 BK2916  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2916  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2916
 BK2916  HORZ ORDER  -  THIRD
 BK2916
 BK2916.This mark is at Jennings Airport (3R7)
 BK2916
 BK2916.The horizontal coordinates were established by classical geodetic methods
 BK2916.and adjusted by the National Geodetic Survey in January 1993..
 BK2916
 BK2916 ** The orthometric height has not been validated since last determined
 BK2916 ** by differential leveling and should not be used for control purposes.
 BK2916 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2916 ** area with valid NAVD 88 orthometric heights.
 BK2916 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2916 ** epoch indicated which incorporates improved geoid heights for the
 BK2916 ** Southern Louisiana Subsidence area.
 BK2916 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2916
 BK2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2916
 BK2916.The geoid height was determined by GEOID03.
 BK2916
 BK2916;                    North         East     Units Scale Factor Converg.
 BK2916;SPC LA S     -   193,484.970   871,380.179   MT  0.99993433   -0 40 05.5
 BK2916;SPC LA S     -   634,791.94  2,858,853.14   sFT  0.99993433   -0 40 05.5
 BK2916;UTM  15      - 3,345,291.335   531,780.268   MT  0.99961246   +0 09 58.8
 BK2916
 BK2916                          SUPERSEDED SURVEY CONTROL
 BK2916
 BK2916  NAD 83(1986)-  30 14 19.64803(N)    092 40 10.91222(W) AD(       ) 4
 BK2916  NAD 27      -  30 14 18.90503(N)    092 40 10.40461(W) AD(       ) 3
 BK2916
 BK2916.Superseded values are not recommended for survey control.
 BK2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2916.See file dsdata.txt to determine how the superseded data were derived.
 BK2916
 BK2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3178045291(NAD 83)
 BK2916_MARKER: 21 = AIRPORT BEACON
 BK2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2916+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 BK2916
 BK2916  HISTORY     - Date     Condition        Report By
 BK2916  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2916  HISTORY     - 19981017 GOOD             USPSQD
 BK2916  HISTORY     - 20040427 GOOD             USPSQD
 BK2916
 BK2916                          STATION DESCRIPTION
 BK2916
 BK2916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2916'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ATOP THE JENNINGS
 BK2916'MUNICIPAL AIRPORT BEACON, LOCATED AT THE NORTHWEST EDGE OF JENNINGS.
 BK2916'IT IS A 4-LEGGED GRAY STEEL STRUCTURE, ABOUT 70 FEET HIGH, AND HAS
 BK2916'A REVOLVING GREEN AND RED LIGHT ON TOP.
 BK2916'
 BK2916'TO REACH FROM WHERE STATE HIGHWAY 26 PASSES UNDER INTERSTATE HIGHWAY
 BK2916'10, AT THE NORTH EDGE OF JENNINGS, GO SOUTH ON HIGHWAY 26 FOR 0.6
 BK2916'MILE TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, 0.35 MILE TO BEACON
 BK2916'ON THE RIGHT.
 BK2916
 BK2916                          STATION RECOVERY (1998)
 BK2916
 BK2916'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2916'RECOVERED IN GOOD CONDITION.
 BK2916
 BK2916                          STATION RECOVERY (2004)
 BK2916
 BK2916'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3138 ***********************************************************************
 BK3138  DESIGNATION -  AIRPORT BCN LAKE CHARLES AFB
 BK3138  PID         -  BK3138
 BK3138  STATE/COUNTY-  LA/CALCASIEU
 BK3138  USGS QUAD   -  LAKE CHARLES (1994)
 BK3138
 BK3138                         *CURRENT SURVEY CONTROL
 BK3138  ___________________________________________________________________
 BK3138* NAD 83(1992)-  30 13 13.25884(N)    093 09 43.30683(W)     ADJUSTED  
 BK3138* NAVD 88     -                                                        
 BK3138  **This station is located in a subsidence area (see below).
 BK3138  ___________________________________________________________________
 BK3138  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BK3138  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK3138
 BK3138  HORZ ORDER  -  THIRD
 BK3138
 BK3138.The horizontal coordinates were established by classical geodetic methods
 BK3138.and adjusted by the National Geodetic Survey in January 1993..
 BK3138
 BK3138 ** The orthometric height has not been validated since last determined
 BK3138 ** by differential leveling and should not be used for control purposes.
 BK3138 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3138 ** area with valid NAVD 88 orthometric heights.
 BK3138 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3138 ** epoch indicated which incorporates improved geoid heights for the
 BK3138 ** Southern Louisiana Subsidence area.
 BK3138 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3138
 BK3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3138
 BK3138.The geoid height was determined by GEOID03.
 BK3138
 BK3138;                    North         East     Units Scale Factor Converg.
 BK3138;SPC LA S     -   192,096.040   823,966.259   MT  0.99993305   -0 54 51.7
 BK3138;SPC LA S     -   630,235.09  2,703,295.97   sFT  0.99993305   -0 54 51.7
 BK3138;UTM  15      - 3,343,213.389   484,407.242   MT  0.99960300   -0 04 53.6
 BK3138
 BK3138                          SUPERSEDED SURVEY CONTROL
 BK3138
 BK3138  NAD 83(1986)-  30 13 13.28081(N)    093 09 43.29960(W) AD(       ) 4
 BK3138  NAD 27      -  30 13 12.53610(N)    093 09 42.74925(W) AD(       ) 3
 BK3138
 BK3138.Superseded values are not recommended for survey control.
 BK3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3138.See file dsdata.txt to determine how the superseded data were derived.
 BK3138
 BK3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8440743213(NAD 83)
 BK3138_MARKER: 21 = AIRPORT BEACON
 BK3138
 BK3138  HISTORY     - Date     Condition        Report By
 BK3138  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3138  HISTORY     - 1958     GOOD             CGS
 BK3138  HISTORY     - 1963     GOOD             CGS
 BK3138  HISTORY     - 1963     GOOD             CGS
 BK3138  HISTORY     - 1963     GOOD             CGS
 BK3138  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK3138
 BK3138                          STATION DESCRIPTION
 BK3138
 BK3138'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3138'THE STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE AIRPORT
 BK3138'BEACON WHICH IS MOUNTED ON THE TOP OF AN ELEVATED STEEL WATER
 BK3138'TANK ON THE GROUNDS OF THE LAKE CHARLES AIR FORCE BASE.  IT LIES
 BK3138'JUST SOUTH OF HEADQUARTERS BUILDING NUMBER S-1.
 BK3138'
 BK3138'THE TOP OF THE BEACON IS 190 FEET ABOVE THE SURFACE OF THE GROUND.
 BK3138
 BK3138                          STATION RECOVERY (1958)
 BK3138
 BK3138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3138'THE STATION WAS VISITED 6-2-58 AND THE STATION WAS FOUND IN
 BK3138'GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE.
 BK3138
 BK3138                          STATION RECOVERY (1963)
 BK3138
 BK3138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 BK3138'STATION WAS RECOVERED AS DESCRIBED.
 BK3138
 BK3138                          STATION RECOVERY (1963)
 BK3138
 BK3138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3138'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 BK3138'CONDITION.
 BK3138'
 BK3138'OFFICE NOTE--1955 OBSERVATIONS GIVE A FINAL POSITION WHICH
 BK3138'DIFFERS BY APPROXIMATELY 0.5 METERS FROM THE POSITION DETERMINED
 BK3138'USING ONLY 1963 OBSERVATIONS.  THE BEACON MUST HAVE BEEN REBUILT
 BK3138'BETWEEN 1955 AND 1963 ALTHOUGH THERE IS NO RECORD. OF THE CHANGE.
 BK3138
 BK3138                          STATION RECOVERY (1963)
 BK3138
 BK3138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3138'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 BK3138'BY R.A.G. 1955, IS ADEQUATE FOR RECOVERY.
 BK3138
 BK3138                          STATION RECOVERY (1988)
 BK3138
 BK3138'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK3138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2824 ***********************************************************************
 BK2824  DESIGNATION -  AIRPORT BCN LEGROS MEM APT
 BK2824  PID         -  BK2824
 BK2824  STATE/COUNTY-  LA/ACADIA
 BK2824  USGS QUAD   -  CROWLEY WEST (1987)
 BK2824
 BK2824                         *CURRENT SURVEY CONTROL
 BK2824  ___________________________________________________________________
 BK2824* NAD 83(1992)-  30 09 55.65442(N)    092 28 54.38100(W)     ADJUSTED  
 BK2824* NAVD 88     -                                                        
 BK2824  **This station is located in a subsidence area (see below).
 BK2824  ___________________________________________________________________
 BK2824  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK2824  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2824
 BK2824  HORZ ORDER  -  THIRD
 BK2824
 BK2824.This mark is at Crowley/le Gros Mem Airport (3R2)
 BK2824
 BK2824.The horizontal coordinates were established by classical geodetic methods
 BK2824.and adjusted by the National Geodetic Survey in January 1993..
 BK2824
 BK2824 ** The orthometric height has not been validated since last determined
 BK2824 ** by differential leveling and should not be used for control purposes.
 BK2824 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2824 ** area with valid NAVD 88 orthometric heights.
 BK2824 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2824 ** epoch indicated which incorporates improved geoid heights for the
 BK2824 ** Southern Louisiana Subsidence area.
 BK2824 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2824
 BK2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2824
 BK2824.The geoid height was determined by GEOID03.
 BK2824
 BK2824;                    North         East     Units Scale Factor Converg.
 BK2824;SPC LA S     -   185,161.213   889,385.270   MT  0.99992985   -0 34 27.2
 BK2824;SPC LA S     -   607,483.08  2,917,924.84   sFT  0.99992985   -0 34 27.2
 BK2824;UTM  15      - 3,337,233.241   549,899.059   MT  0.99963072   +0 15 37.5
 BK2824
 BK2824                          SUPERSEDED SURVEY CONTROL
 BK2824
 BK2824  NAD 83(1986)-  30 09 55.67481(N)    092 28 54.37490(W) AD(       ) 4
 BK2824  NAD 27      -  30 09 54.93163(N)    092 28 53.88629(W) AD(       ) 3
 BK2824
 BK2824.Superseded values are not recommended for survey control.
 BK2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2824.See file dsdata.txt to determine how the superseded data were derived.
 BK2824
 BK2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4989937233(NAD 83)
 BK2824_MARKER: 21 = AIRPORT BEACON
 BK2824_MARK LOGO: NGS   
 BK2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2824+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 BK2824
 BK2824  HISTORY     - Date     Condition        Report By
 BK2824  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2824  HISTORY     - 19910813 GOOD             LADTD
 BK2824  HISTORY     - 19910905 GOOD             USPSQD
 BK2824  HISTORY     - 19971017 GOOD             USPSQD
 BK2824  HISTORY     - 20041231 GOOD             USPSQD
 BK2824
 BK2824                          STATION DESCRIPTION
 BK2824
 BK2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2824'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ATOP THE LEGROS
 BK2824'MEMORIAL AIRPORT BEACON, LOCATED ABOUT 1.5 MILES SOUTHEAST OF
 BK2824'THE SMALL COMMUNITY OF MIDLAND.  IT IS A 4-LEGGED STEEL STRUCTURE,
 BK2824'PAINTED RED AND GREEN, WITH A REVOLVING GREEN AND WHITE LIGHT ON
 BK2824'TOP, AND IS ABOUT 60 FEET HIGH.
 BK2824'
 BK2824'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY 91
 BK2824'IN MIDLAND, GO SOUTH ON HIGHWAY 91 FOR 0.9 MILE TO A GRAVELED SIDE
 BK2824'ROAD LEFT.  TURN LEFT, EAST, FOR 1.0 MILE, THENCE RIGHT, SOUTH, FOR
 BK2824'0.2 MILE TO THE STATION.
 BK2824
 BK2824                          STATION RECOVERY (1991)
 BK2824
 BK2824'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BK2824'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF MIDLAND, 1.5
 BK2824'MI (2.4 KM) NORTHEAST OF MORSE AND 1.0 FT (0.3 M) SOUTHWEST OF
 BK2824'ESTERWOOD.  OWNERSHIP--AIRPORT. TO REACH THE STATION FROM THE JUNCTION
 BK2824'OF U.S.  HIGHWAY 90 AND STATE HIGHWAY 91 SOUTH IN MIDLAND, GO SOUTH
 BK2824'FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A GRAVELED SIDE ROAD LEFT.
 BK2824'TURN LEFT AND GO EAST FOR 1.0 MI (1.6 KM) ON THE GRAVELED ROAD TO THE
 BK2824'ENTRANCE WITH THE AIRPORT. TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM)
 BK2824'TO THE STATION. THE STATION IS THE CENTER OF THE REVOLING LIGHT ATOP
 BK2824'THE LEGROS MEMORIAL AIRPORT BEACON.  IT IS A 4-LEGGED STEEL STRUCTURE,
 BK2824'PAINTED RED AND GREEN, WITH A REVOLVING GREEN AND WHITE LIGHT ON TOP
 BK2824'AND IS ABOUT 60 FT (18.3 M) HIGH.
 BK2824
 BK2824                          STATION RECOVERY (1991)
 BK2824
 BK2824'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2824'RECOVERED IN GOOD CONDITION.
 BK2824
 BK2824                          STATION RECOVERY (1997)
 BK2824
 BK2824'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2824'RECOVERED IN GOOD CONDITION.
 BK2824
 BK2824                          STATION RECOVERY (2004)
 BK2824
 BK2824'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1863 ***********************************************************************
 CQ1863  DESIGNATION -  AJ
 CQ1863  PID         -  CQ1863
 CQ1863  STATE/COUNTY-  LA/BOSSIER
 CQ1863  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1863
 CQ1863                         *CURRENT SURVEY CONTROL
 CQ1863  ___________________________________________________________________
 CQ1863* NAD 83(1986)-  32 56 40.     (N)    093 41 26.     (W)     SCALED    
 CQ1863* NAVD 88     -        97.537  (meters)     320.00   (feet)  ADJUSTED  
 CQ1863  ___________________________________________________________________
 CQ1863  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CQ1863  DYNAMIC HT  -          97.429 (meters)     319.65  (feet)  COMP
 CQ1863  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CQ1863
 CQ1863  VERT ORDER  -  FIRST     CLASS II
 CQ1863
 CQ1863.The horizontal coordinates were scaled from a topographic map and have
 CQ1863.an estimated accuracy of +/- 6 seconds.
 CQ1863
 CQ1863.The orthometric height was determined by differential leveling
 CQ1863.and adjusted by the National Geodetic Survey in June 1991..
 CQ1863
 CQ1863.The geoid height was determined by GEOID03.
 CQ1863
 CQ1863.The dynamic height is computed by dividing the NAVD 88
 CQ1863.geopotential number by the normal gravity value computed on the
 CQ1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1863.degrees latitude (g = 980.6199 gals.).
 CQ1863
 CQ1863.The modeled gravity was interpolated from observed gravity values.
 CQ1863
 CQ1863;                    North         East    Units  Estimated Accuracy
 CQ1863;SPC LA N     -   271,660.      888,660.      MT  (+/- 180 meters Scaled)
 CQ1863
 CQ1863                          SUPERSEDED SURVEY CONTROL
 CQ1863
 CQ1863  NGVD 29 (??/??/??)   97.599  (m)          320.21   (f) ADJUSTED    1 2
 CQ1863
 CQ1863.Superseded values are not recommended for survey control.
 CQ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1863.See file dsdata.txt to determine how the superseded data were derived.
 CQ1863
 CQ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS354453(NAD 83)
 CQ1863_MARKER: N = NAIL
 CQ1863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1863_SP_SET: TREE
 CQ1863_STAMPING: AJ
 CQ1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1863
 CQ1863  HISTORY     - Date     Condition        Report By
 CQ1863  HISTORY     - UNK      MONUMENTED       CGS
 CQ1863  HISTORY     - 1961     GOOD             CGS
 CQ1863  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ1863  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ1863
 CQ1863                          STATION DESCRIPTION
 CQ1863
 CQ1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1863'2.9 MI N FROM PLAIN DEALING.
 CQ1863'2.9 MILES NORTH ALONG ST LOUIS SOUTHWESTERN RAILWAY FROM THE STATION
 CQ1863'AT PLAIN DEALING, 18 FEET WEST OF THE CENTER LINE OF THE ROAD
 CQ1863'PARALLELING THE TRACKS, 48 FEET NORTH OF PTS 19 F (USGS), AND IN THE
 CQ1863'TOP OF THE SOUTHEAST ROOT OF A 40-INCH COTTONWOOD TREE.  A COPPER NAIL
 CQ1863'AND WASHER STAMPED AJ.  A TREE MARK.
 CQ1863
 CQ1863                          STATION RECOVERY (2001)
 CQ1863
 CQ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ1863'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ1863
 CQ1863                          STATION RECOVERY (2002)
 CQ1863
 CQ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1863'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2880 ***********************************************************************
 BX2880  DESIGNATION -  AJAX
 BX2880  PID         -  BX2880
 BX2880  STATE/COUNTY-  LA/DE SOTO
 BX2880  USGS QUAD   -  EVELYN (1992)
 BX2880
 BX2880                         *CURRENT SURVEY CONTROL
 BX2880  ___________________________________________________________________
 BX2880* NAD 83(1992)-  31 55 36.00500(N)    093 27 03.21629(W)     ADJUSTED  
 BX2880* NAVD 88     -        80.3    (meters)     263.     (feet)  VERTCON   
 BX2880  ___________________________________________________________________
 BX2880  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BX2880  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX2880
 BX2880  HORZ ORDER  -  SECOND
 BX2880
 BX2880.The horizontal coordinates were established by classical geodetic methods
 BX2880.and adjusted by the National Geodetic Survey in January 1993..
 BX2880
 BX2880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2880
 BX2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2880
 BX2880.The geoid height was determined by GEOID03.
 BX2880
 BX2880;                    North         East     Units Scale Factor Converg.
 BX2880;SPC LA N     -   158,576.098   910,084.473   MT  0.99991475   -0 30 09.9
 BX2880;SPC LA N     -   520,261.75  2,985,835.48   sFT  0.99991475   -0 30 09.9
 BX2880;UTM  15      - 3,532,396.141   457,376.650   MT  0.99962240   -0 14 18.4
 BX2880
 BX2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2880!SPC LA N     -   0.99999146  x   0.99991475  =   0.99990621
 BX2880!UTM  15      -   0.99999146  x   0.99962240  =   0.99961386
 BX2880
 BX2880|---------------------------------------------------------------------|
 BX2880| PID    Reference Object                     Distance      Geod. Az  |
 BX2880|                                                           dddmmss.s |
 BX2880| CV7987 AJAX RM 1                            18.196 METERS 07135     |
 BX2880| BX2881 AJAX LDH 1971 RM 2                    7.764 METERS 18446     |
 BX2880| BX3002 DESOTO LOT                          APPROX.12.0 KM 2914510.9 |
 BX2880| CV7986 AJAX AZ MK                                         3473805.0 |
 BX2880|---------------------------------------------------------------------|
 BX2880
 BX2880                          SUPERSEDED SURVEY CONTROL
 BX2880
 BX2880  NAD 83(1986)-  31 55 36.01768(N)    093 27 03.21031(W) AD(       ) 2
 BX2880  NAD 27      -  31 55 35.43175(N)    093 27 02.57847(W) AD(       ) 2
 BX2880  NGVD 29 (07/19/86)   80.4    (m)          264.     (f) VERT ANG       
 BX2880
 BX2880.Superseded values are not recommended for survey control.
 BX2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2880.See file dsdata.txt to determine how the superseded data were derived.
 BX2880
 BX2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5737732396(NAD 83)
 BX2880_MARKER: DD = SURVEY DISK
 BX2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2880
 BX2880  HISTORY     - Date     Condition        Report By
 BX2880  HISTORY     - 1971     MONUMENTED       LADH
 BX2880
 BX2880                          STATION DESCRIPTION
 BX2880
 BX2880'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2880'THE STATION IS LOCATED 17 MILES SOUTHEAST OF MANSFIELD, 8 MILES
 BX2880'NORTHEAST OF PELICAN AND 4 MILES SOUTH OF EVELYN, IN THE NORTHWEST
 BX2880'1/4 OF SECTION 24, T11N, R11W AND ON THE PROPERTY OWNED BY
 BX2880'INTERNATIONAL PAPER COMPANY ADDRESS ZWOLLE, LOUISIANA (SAM SCOTT),
 BX2880'TELEPHONE 645-8776.
 BX2880'
 BX2880'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 510 AND 177
 BX2880'IN EVELYN, GO SOUTH ALONG STATE HIGHWAY 177 FOR 4.4 MILES TO A
 BX2880'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND GO 0.3
 BX2880'MILE TO ANOTHER GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL
 BX2880'ROAD AND GO 0.1 MILE TO THE TOP OF A HILL.  THE STATION IS SET ON
 BX2880'THE LEFT AND NORTH OF THE ROAD ON A KNOLL.
 BX2880'
 BX2880'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE BACK TO STATE
 BX2880'HIGHWAY 177, TURN RIGHT ON HIGHWAY 177 AND GO NORTH FOR 0.2 MILE TO
 BX2880'THE MARK WHICH IS SET ON THE RIGHT AND SOUTHEAST OF THE HIGHWAY
 BX2880'NEAR A RIGHT-OF-WAY MARKER.
 BX2880'
 BX2880'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2880'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2880'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2880'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2880'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2880'STAMPED AJAX 1971.  THE MARK IS 158 FEET WEST-NORTHWEST OF THE
 BX2880'CENTER OF A GRAVEL ROAD, 151 FEET SOUTHWEST OF AN 18 INCH OAK
 BX2880'TREE, AND 5 FEET EAST OF A WITNESS POST AND SIGN.
 BX2880'
 BX2880'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2880'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2880'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2880'STAMPED AZAX R. M. 1 1971.  IT IS 126 FEET WEST-NORTHWEST OF THE
 BX2880'CENTER OF A GRAVEL ROAD, 93 FEET SOUTHWEST OF AN 18 INCH OAK
 BX2880'TREE.
 BX2880'
 BX2880'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2880'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2880'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2880'STAMPED AJAX R. M. 2 1971.  IT IS 146 FEET WEST-NORTHWEST OF THE
 BX2880'CENTER OF A GRAVEL ROAD, 167 FEET SOUTH-SOUTHWEST OF AN 18 INCH
 BX2880'OAK TREE.
 BX2880'
 BX2880'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2880'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2880'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2880'STAMPED AJAX AZ. MK. 1971.  IT IS 90 FEET EAST OF A 12 INCH PINE
 BX2880'TREE, 70 FEET SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 39
 BX2880'FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 177, 29 FEET
 BX2880'SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, AND 2 FEET NORTHWEST OF
 BX2880'A WITNESS POST AND SIGN.
 BX2880'
 BX2880'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1968 ***********************************************************************
 CQ1968  DESIGNATION -  AK
 CQ1968  PID         -  CQ1968
 CQ1968  STATE/COUNTY-  LA/CADDO
 CQ1968  USGS QUAD   -  DIXIE (1982)
 CQ1968
 CQ1968                         *CURRENT SURVEY CONTROL
 CQ1968  ___________________________________________________________________
 CQ1968* NAD 83(1986)-  32 41 52.     (N)    093 47 19.     (W)     SCALED    
 CQ1968* NAVD 88     -        55.732  (meters)     182.85   (feet)  ADJUSTED  
 CQ1968  ___________________________________________________________________
 CQ1968  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1968  DYNAMIC HT  -          55.670 (meters)     182.64  (feet)  COMP
 CQ1968  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CQ1968
 CQ1968  VERT ORDER  -  FIRST     CLASS II
 CQ1968
 CQ1968.The horizontal coordinates were scaled from a topographic map and have
 CQ1968.an estimated accuracy of +/- 6 seconds.
 CQ1968
 CQ1968.The orthometric height was determined by differential leveling
 CQ1968.and adjusted by the National Geodetic Survey in June 1991..
 CQ1968
 CQ1968.The geoid height was determined by GEOID03.
 CQ1968
 CQ1968.The dynamic height is computed by dividing the NAVD 88
 CQ1968.geopotential number by the normal gravity value computed on the
 CQ1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1968.degrees latitude (g = 980.6199 gals.).
 CQ1968
 CQ1968.The modeled gravity was interpolated from observed gravity values.
 CQ1968
 CQ1968;                    North         East    Units  Estimated Accuracy
 CQ1968;SPC LA N     -   244,410.      879,170.      MT  (+/- 180 meters Scaled)
 CQ1968
 CQ1968                          SUPERSEDED SURVEY CONTROL
 CQ1968
 CQ1968  NGVD 29 (??/??/??)   55.809  (m)          183.10   (f) ADJUSTED    1 2
 CQ1968
 CQ1968.Superseded values are not recommended for survey control.
 CQ1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1968.See file dsdata.txt to determine how the superseded data were derived.
 CQ1968
 CQ1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS260180(NAD 83)
 CQ1968_MARKER: N = NAIL
 CQ1968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1968_SP_SET: TREE
 CQ1968_STAMPING: AK
 CQ1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1968
 CQ1968  HISTORY     - Date     Condition        Report By
 CQ1968  HISTORY     - UNK      MONUMENTED       CGS
 CQ1968  HISTORY     - 1961     GOOD             CGS
 CQ1968  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CQ1968  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ1968
 CQ1968                          STATION DESCRIPTION
 CQ1968
 CQ1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1968'7.05 MI SE FROM BELCHER.
 CQ1968'3.6 MILES SOUTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ1968'BELCHER, THENCE 3.45 MILES SOUTHEAST ALONG THE DIXIESENTELL ROAD, AT
 CQ1968'THE A. L. SENTELL PLANTATION HEADQUARTERS, 31 FEET EAST OF THE CENTER
 CQ1968'LINE OF THE DIXIE-SENTELL ROAD, 15 FEET NORTHWEST OF THE SOUTHWEST
 CQ1968'CORNER OF A METAL MACHINE SHOP, 117 FEET WEST OF THE CENTER OF LEVEE,
 CQ1968'SET IN SOUTHEAST ROOT OF A 30-INCH SYCAMORE TREE, AND ABOUT LEVEL WITH
 CQ1968'THE GROUND.
 CQ1968
 CQ1968                          STATION RECOVERY (1989)
 CQ1968
 CQ1968'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 CQ1968'MARK NOT FOUND.
 CQ1968
 CQ1968                          STATION RECOVERY (1999)
 CQ1968
 CQ1968'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1860 ***********************************************************************
 CQ1860  DESIGNATION -  AL
 CQ1860  PID         -  CQ1860
 CQ1860  STATE/COUNTY-  LA/BOSSIER
 CQ1860  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1860
 CQ1860                         *CURRENT SURVEY CONTROL
 CQ1860  ___________________________________________________________________
 CQ1860* NAD 83(1986)-  32 58 28.     (N)    093 40 54.     (W)     SCALED    
 CQ1860* NAVD 88     -        98.211  (meters)     322.21   (feet)  ADJUSTED  
 CQ1860  ___________________________________________________________________
 CQ1860  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ1860  DYNAMIC HT  -          98.103 (meters)     321.86  (feet)  COMP
 CQ1860  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 CQ1860
 CQ1860  VERT ORDER  -  FIRST     CLASS II
 CQ1860
 CQ1860.The horizontal coordinates were scaled from a topographic map and have
 CQ1860.an estimated accuracy of +/- 6 seconds.
 CQ1860
 CQ1860.The orthometric height was determined by differential leveling
 CQ1860.and adjusted by the National Geodetic Survey in June 1991..
 CQ1860
 CQ1860.The geoid height was determined by GEOID03.
 CQ1860
 CQ1860.The dynamic height is computed by dividing the NAVD 88
 CQ1860.geopotential number by the normal gravity value computed on the
 CQ1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1860.degrees latitude (g = 980.6199 gals.).
 CQ1860
 CQ1860.The modeled gravity was interpolated from observed gravity values.
 CQ1860
 CQ1860;                    North         East    Units  Estimated Accuracy
 CQ1860;SPC LA N     -   274,970.      889,530.      MT  (+/- 180 meters Scaled)
 CQ1860
 CQ1860                          SUPERSEDED SURVEY CONTROL
 CQ1860
 CQ1860  NGVD 29 (??/??/??)   98.272  (m)          322.41   (f) ADJUSTED    1 2
 CQ1860
 CQ1860.Superseded values are not recommended for survey control.
 CQ1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1860.See file dsdata.txt to determine how the superseded data were derived.
 CQ1860
 CQ1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS363486(NAD 83)
 CQ1860_MARKER: N = NAIL
 CQ1860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1860_SP_SET: TREE
 CQ1860_STAMPING: AL
 CQ1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1860
 CQ1860  HISTORY     - Date     Condition        Report By
 CQ1860  HISTORY     - UNK      MONUMENTED       CGS
 CQ1860  HISTORY     - 1961     GOOD             CGS
 CQ1860  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ1860  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ1860
 CQ1860                          STATION DESCRIPTION
 CQ1860
 CQ1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1860'5.0 MI N FROM PLAIN DEALING.
 CQ1860'TREE MARK, COPPER NAIL AND WASHER, 61 FEET WEST OF THE WEST RAIL, 55
 CQ1860'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 118 FEET WEST AND ACROSS
 CQ1860'THE TRACKS FROM E 180, 91 FEET SOUTHWEST OF THE CENTER OF THE
 CQ1860'CROSSING, AND IN THE TOP OF THE NORTH ROOT OF A 30-INCH OAK TREE.
 CQ1860
 CQ1860                          STATION RECOVERY (2001)
 CQ1860
 CQ1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ1860'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ1860
 CQ1860                          STATION RECOVERY (2002)
 CQ1860
 CQ1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1860'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2232 ***********************************************************************
 BK2232  DESIGNATION -  AL LAGS
 BK2232  PID         -  BK2232
 BK2232  STATE/COUNTY-  LA/EVANGELINE
 BK2232  USGS QUAD   -  BOND (1986)
 BK2232
 BK2232                         *CURRENT SURVEY CONTROL
 BK2232  ___________________________________________________________________
 BK2232* NAD 83(1986)-  30 42 20.     (N)    092 30 02.     (W)     SCALED    
 BK2232* NAVD 88     -        17.88   (+/-2cm)      58.7    (feet)  VERTCON   
 BK2232  ___________________________________________________________________
 BK2232  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2232
 BK2232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2232
 BK2232.The horizontal coordinates were scaled from a topographic map and have
 BK2232.an estimated accuracy of +/- 6 seconds.
 BK2232
 BK2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2232.The vertical order pertains to the NGVD 29 superseded value.
 BK2232
 BK2232.The geoid height was determined by GEOID03.
 BK2232
 BK2232;                    North         East    Units  Estimated Accuracy
 BK2232;SPC LA S     -   245,050.      888,190.      MT  (+/- 180 meters Scaled)
 BK2232
 BK2232                          SUPERSEDED SURVEY CONTROL
 BK2232
 BK2232  NGVD 29 (??/??/??)   17.850  (m)           58.56   (f) ADJUSTED    2 0
 BK2232
 BK2232.Superseded values are not recommended for survey control.
 BK2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2232.See file dsdata.txt to determine how the superseded data were derived.
 BK2232
 BK2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP478970(NAD 83)
 BK2232_MARKER: N = NAIL
 BK2232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK2232_SP_SET: TREE ROOT
 BK2232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2232
 BK2232  HISTORY     - Date     Condition        Report By
 BK2232  HISTORY     - UNK      MONUMENTED       LAGS
 BK2232  HISTORY     - 1961     GOOD             CGS
 BK2232
 BK2232                          STATION DESCRIPTION
 BK2232
 BK2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK2232'6.8 MI NW FROM VIDRINE.
 BK2232'ABOUT 6.8 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK2232'BUILDING AT VIDRINE, IN SECTION 18, T 3 S, R 1 W, ABOUT 400 YARDS
 BK2232'SOUTH OF THE MIDWAY NITE CLUB LOCATED ON THE WEST SIDE OF THE HIGHWAY,
 BK2232'30 FEET WEST OF THE CENTER LINE OF A CURVE IN THE HIGHWAY, 275 FEET
 BK2232'SOUTH OF A BRACED POWER POLE, 125 FEET SOUTH OF THE CENTER LINE OF A
 BK2232'GRAVELED ROAD LEADING WEST, A COPPER NAIL AND WASHER SET IN THE WEST
 BK2232'ROOT OF A 22-INCH OAK TREE,29.8 FEET NORTHEAST OF BENCHMARK A 3937
 BK2232'(LOUISIANA GEODETIC SURVEY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5120 ***********************************************************************
 BJ5120  DESIGNATION -  ALABAMA
 BJ5120  PID         -  BJ5120
 BJ5120  STATE/COUNTY-  LA/IBERVILLE
 BJ5120  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ5120
 BJ5120                         *CURRENT SURVEY CONTROL
 BJ5120  ___________________________________________________________________
 BJ5120* NAD 83(1992)-  30 27 52.91299(N)    091 38 55.05690(W)     ADJUSTED  
 BJ5120* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BJ5120  ___________________________________________________________________
 BJ5120  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ5120  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ5120
 BJ5120  HORZ ORDER  -  FIRST
 BJ5120
 BJ5120.The horizontal coordinates were established by classical geodetic methods
 BJ5120.and adjusted by the National Geodetic Survey in January 1993..
 BJ5120
 BJ5120.The orthometric height was scaled from a topographic map.
 BJ5120
 BJ5120.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5120
 BJ5120.The geoid height was determined by GEOID03.
 BJ5120
 BJ5120;                    North         East     Units Scale Factor Converg.
 BJ5120;SPC LA S     -   217,819.541   969,722.527   MT  0.99995840   -0 09 27.5
 BJ5120;SPC LA S     -   714,629.61  3,181,497.99   sFT  0.99995840   -0 09 27.5
 BJ5120;UTM  15      - 3,371,055.254   629,731.168   MT  0.99980763   +0 41 06.9
 BJ5120
 BJ5120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5120!SPC LA S     -   1.00000353  x   0.99995840  =   0.99996193
 BJ5120!UTM  15      -   1.00000353  x   0.99980763  =   0.99981116
 BJ5120
 BJ5120:                Primary Azimuth Mark                     Grid Az
 BJ5120:SPC LA S     -  MARINGOUIN MUNICIPAL TANK                077 50 21.5
 BJ5120:UTM  15      -  MARINGOUIN MUNICIPAL TANK                076 59 47.1
 BJ5120
 BJ5120|---------------------------------------------------------------------|
 BJ5120| PID    Reference Object                     Distance      Geod. Az  |
 BJ5120|                                                           dddmmss.s |
 BJ5120| BJ5112 MARINGOUIN MUNICIPAL TANK           APPROX.12.6 KM 0774054.0 |
 BJ5120| BJ5020 BATON ROUGE STATE CAPITOL CUP       APPROX.44.3 KM 0905840.5 |
 BJ5120| CV9571 ALABAMA RM 1                         25.198 METERS 11600     |
 BJ5120| BJ5116 GULF STATES UTILITIES E TOWER       APPROX.14.6 KM 2072359.0 |
 BJ5120| BJ5115 GULF STATES UTILITIES W TOWER       APPROX.14.9 KM 2081856.8 |
 BJ5120| CV9572 ALABAMA RM 2                         27.057 METERS 21513     |
 BJ5120| BJ5177 LONE OIL DERRICK                    APPROX.14.9 KM 2253946.0 |
 BJ5120| CV9570 ALABAMA AZ MK                                      3021524.2 |
 BJ5120|---------------------------------------------------------------------|
 BJ5120
 BJ5120                          SUPERSEDED SURVEY CONTROL
 BJ5120
 BJ5120  NAD 83(1986)-  30 27 52.93228(N)    091 38 55.05244(W) AD(       ) 1
 BJ5120  NAD 27      -  30 27 52.22587(N)    091 38 54.63927(W) AD(       ) 1
 BJ5120
 BJ5120.Superseded values are not recommended for survey control.
 BJ5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5120.See file dsdata.txt to determine how the superseded data were derived.
 BJ5120
 BJ5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2973171055(NAD 83)
 BJ5120_MARKER: DS = TRIANGULATION STATION DISK
 BJ5120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5120
 BJ5120  HISTORY     - Date     Condition        Report By
 BJ5120  HISTORY     - 1935     MONUMENTED       CGS
 BJ5120  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5120
 BJ5120                          STATION DESCRIPTION
 BJ5120
 BJ5120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5120'STATION IS ABOUT 5-1/2 MILES BY AIR LINE SE OF THE VILLAGE
 BJ5120'OF SHERBURNE, ON THE S BANK OF ALABAMA BAYOU AND ON THE E BANK
 BJ5120'OF BAYOU DES CURSES, ON THE POINT OF LAND AT THE JUNCTION
 BJ5120'OF BAYOUS, ACROSS BAYOU DES CURSES FROM A GROUP OF HOUSE BOATS,
 BJ5120'AND ABOUT 70 FEET SE OF A 15-INCH SYCAMORE TREE MARKED K 40.
 BJ5120'
 BJ5120'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE
 BJ5120'THE MARK PROJECTS 12 INCHES.
 BJ5120'
 BJ5120'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5120'PROJECTS 8 INCHES AND IS 82.67 FEET
 BJ5120'(25.20 METERS) FROM THE STATION S 64 DEG 00 MIN E.
 BJ5120'
 BJ5120'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5120'PROJECTS 12 INCHES AND IS 130.67
 BJ5120'FEET (39.83 METERS) FROM REFERENCE MARK NO. 1, AND 88.77 FEET
 BJ5120'(27.06 METERS) FROM THE STATION S 35 DEG 13 MIN W.
 BJ5120'
 BJ5120'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5120'PROJECTS 10 INCHES AND IS AT THE W SIDE
 BJ5120'OF ALABAMA BAYOU WHERE THE BAYOU TURNS N, ABOUT 30 YARDS N OF
 BJ5120'THE NORTHERNMOST AND WESTERNMOST ONE OF A GROUP OF HOUSE BOATS,
 BJ5120'AND APPROXIMATELY 0.2 MILE FROM THE STATION N 57 DEG 45 MIN W.
 BJ5120
 BJ5120                          STATION RECOVERY (1957)
 BJ5120
 BJ5120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5120'STATION MARK AND REFERENCE MARKS NOT RECOVERED AFTER A THOROUGH
 BJ5120'SEARCH.  THE 15 INCH SYCAMORE TREE IS NO LONGER IN EXISTENCE.
 BJ5120'THE STATION IS COVERED WITH SILT TO SUCH A DEPTH THAT IT IS
 BJ5120'IMPOSSIBLE TO RECOVER FROM THE PUBLISHED DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2546 ***********************************************************************
 AU2546  DESIGNATION -  ALBA
 AU2546  PID         -  AU2546
 AU2546  STATE/COUNTY-  LA/IBERIA
 AU2546  USGS QUAD   -  JEANERETTE (1994)
 AU2546
 AU2546                         *CURRENT SURVEY CONTROL
 AU2546  ___________________________________________________________________
 AU2546* NAD 83(1992)-  29 57 20.29273(N)    091 43 15.85297(W)     ADJUSTED  
 AU2546* NAVD 88     -         6.7  **(meters)      22.   **(feet)  VERTCON   
 AU2546  **This station is located in a subsidence area (see below).
 AU2546  ___________________________________________________________________
 AU2546  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2546  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AU2546
 AU2546  HORZ ORDER  -  SECOND
 AU2546
 AU2546.The horizontal coordinates were established by classical geodetic methods
 AU2546.and adjusted by the National Geodetic Survey in January 1993..
 AU2546
 AU2546 ** The orthometric height has not been validated since last determined
 AU2546 ** by differential leveling and should not be used for control purposes.
 AU2546 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2546 ** area with valid NAVD 88 orthometric heights.
 AU2546 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2546 ** epoch indicated which incorporates improved geoid heights for the
 AU2546 ** Southern Louisiana Subsidence area.
 AU2546 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2546
 AU2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2546
 AU2546.The geoid height was determined by GEOID03.
 AU2546
 AU2546;                    North         East     Units Scale Factor Converg.
 AU2546;SPC LA S     -   161,412.351   962,574.916   MT  0.99992605   -0 11 37.9
 AU2546;SPC LA S     -   529,567.02  3,158,047.87   sFT  0.99992605   -0 11 37.9
 AU2546;UTM  15      - 3,314,557.397   623,409.816   MT  0.99978790   +0 38 19.3
 AU2546
 AU2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2546!SPC LA S     -   1.00000314  x   0.99992605  =   0.99992919
 AU2546!UTM  15      -   1.00000314  x   0.99978790  =   0.99979104
 AU2546
 AU2546:                Primary Azimuth Mark                     Grid Az
 AU2546:SPC LA S     -  ALBA AZ MK                               124 41 24.6
 AU2546:UTM  15      -  ALBA AZ MK                               123 51 27.4
 AU2546
 AU2546|---------------------------------------------------------------------|
 AU2546| PID    Reference Object                     Distance      Geod. Az  |
 AU2546|                                                           dddmmss.s |
 AU2546| AU2062 ALBA AZ MK                                         1242946.7 |
 AU2546| AU2545 ALBA RM 1                            19.749 METERS 12617     |
 AU2546| AU2539 JEANERETTE MUN TANK 1969            APPROX. 6.5 KM 1374155.2 |
 AU2546| CV8695 ALBA RM 2                            13.257 METERS 22033     |
 AU2546|---------------------------------------------------------------------|
 AU2546
 AU2546                          SUPERSEDED SURVEY CONTROL
 AU2546
 AU2546  NAD 83(1986)-  29 57 20.31404(N)    091 43 15.84729(W) AD(       ) 2
 AU2546  NAD 27      -  29 57 19.58093(N)    091 43 15.43286(W) AD(       ) 2
 AU2546  NGVD 29 (07/19/86)    6.7    (m)           22.     (f) VERT ANG       
 AU2546
 AU2546.Superseded values are not recommended for survey control.
 AU2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2546.See file dsdata.txt to determine how the superseded data were derived.
 AU2546
 AU2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2341014557(NAD 83)
 AU2546_MARKER: DD = SURVEY DISK
 AU2546_SETTING: 0 = UNSPECIFIED SETTING
 AU2546
 AU2546  HISTORY     - Date     Condition        Report By
 AU2546  HISTORY     - 1969     MONUMENTED       LADH
 AU2546
 AU2546                          STATION DESCRIPTION
 AU2546
 AU2546'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 AU2546'THE STATION IS LOCATED 6.9 MILES SOUTHEAST OF THE JUNCTION OF STATE
 AU2546'HIGHWAY 182 AND STATE HIGHWAY 14 IN NEW IBERIA, 4.2 MILES NORTHWEST
 AU2546'OF JEANERETTE ON PROPERTY OWNED BY THE MISSOURI PACIFIC RAILROAD.  IT
 AU2546'IS APPROXIMATELY 250.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AU2546'STATE HIGHWAY 182, 84.0 FEET WEST-NORTHWEST OF THE CENTER OF A
 AU2546'FIELD ROAD, 39.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 AU2546'RAILROAD TRESTLE, 7.60 FEET SOUTH-SOUTHWEST OF THE WEST RAIL
 AU2546'OF THE RAILROAD, AND 3.00 FEET EAST-SOUTHEAST OF A METAL WITNESS
 AU2546'POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 AU2546'AND GEODETIC SURVEY DISK, STAMPED ALBA 1969 AND IS FLUSH WITH
 AU2546'THE GROUND.
 AU2546'
 AU2546'REFERENCE MARK NO. 1 IS 64.80 FEET SOUTHEAST OF THE STATION.  IT IS
 AU2546'APPROXIMATELY 250.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE
 AU2546'HIGHWAY 182, 103.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 AU2546'RAILROAD TRESTLE, 68.0 FEET EAST-SOUTHEAST OF A METAL WITNESS POST
 AU2546'AT THE STATION, 19.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF A
 AU2546'FIELD ROAD CROSSING THE RAILROAD, AND 7.00 FEET SOUTH-SOUTHWEST OF
 AU2546'THE WEST RAIL OF THE RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF
 AU2546'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED ALBA R. M. 1
 AU2546'1969, AND IS FLUSH WITH THE GROUND.
 AU2546'
 AU2546'REFERENCE MARK NO. 2 IS 43.60 FEET SOUTHWEST OF THE STATION.  IT IS
 AU2546'APPROXIMATELY 300.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE
 AU2546'HIGHWAY 182, 86.0 FEET NORTH-NORTHWEST OF THE CENTER OF A FIELD
 AU2546'ROAD CROSSING THE RAILROAD, 60.0 FEET SOUTH OF THE SOUTHWEST CORNER
 AU2546'OF RAILROAD TRESTLE, 51.0 FEET SOUTH SOUTHWEST OF THE WEST RAIL
 AU2546'OF THE RAILROAD, AND 43.50 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 AU2546'POST AND SIGN AT THE STATION.  IT IS A LOUISIANA DEPARTMENT OF
 AU2546'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED ALBA R. M. 2
 AU2546'1969, PROJECTING 2 INCHES.
 AU2546'
 AU2546'THE AZIMUTH MARK IS 0.50 MILE SOUTHEAST OF THE STATION.  IT IS 105.0
 AU2546'FEET NORTHEAST OF THE EAST RAIL OF THE RAILROAD, 36.0 FEET
 AU2546'SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 182, 2.80 FEET WEST
 AU2546'OF A POWER POLE, AND 1.50 FEET WEST OF A METAL WITNESS POST AND
 AU2546'SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 AU2546'GEODETIC SURVEY DISK, STAMPED ALBA AZ. MK. 1969, PROJECTING 2 INCHES.
 AU2546'
 AU2546'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST ALONG
 AU2546'STATE HIGHWAY 182 FOR 0.50 MILE TO MARK SET ON THE WEST SIDE OF THE
 AU2546'ROAD NEAR A POWER POLE.
 AU2546'
 AU2546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 182 AND
 AU2546'STATE HIGHWAY 14 IN NEW IBERIA, FOLLOW STATE HIGHWAY 182 SOUTHEAST
 AU2546'FOR 6.9 MILES TO THE STATION ON THE WEST SIDE OF THE HIGHWAY NEAR
 AU2546'THE RAILROAD AND A TRESTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2534 ***********************************************************************
 AU2534  DESIGNATION -  ALBANIA SUGAR TANK
 AU2534  PID         -  AU2534
 AU2534  STATE/COUNTY-  LA/ST MARY
 AU2534  USGS QUAD   -  JEANERETTE (1994)
 AU2534
 AU2534                         *CURRENT SURVEY CONTROL
 AU2534  ___________________________________________________________________
 AU2534* NAD 83(1992)-  29 54 14.30437(N)    091 39 08.63063(W)     ADJUSTED  
 AU2534* NAVD 88     -                                                        
 AU2534  **This station is located in a subsidence area (see below).
 AU2534  ___________________________________________________________________
 AU2534  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU2534  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AU2534
 AU2534  HORZ ORDER  -  THIRD
 AU2534
 AU2534.The horizontal coordinates were established by classical geodetic methods
 AU2534.and adjusted by the National Geodetic Survey in January 1993..
 AU2534
 AU2534 ** The orthometric height has not been validated since last determined
 AU2534 ** by differential leveling and should not be used for control purposes.
 AU2534 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2534 ** area with valid NAVD 88 orthometric heights.
 AU2534 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2534 ** epoch indicated which incorporates improved geoid heights for the
 AU2534 ** Southern Louisiana Subsidence area.
 AU2534 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2534
 AU2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2534
 AU2534.The geoid height was determined by GEOID03.
 AU2534
 AU2534;                    North         East     Units Scale Factor Converg.
 AU2534;SPC LA S     -   155,665.394   969,187.384   MT  0.99992717   -0 09 34.3
 AU2534;SPC LA S     -   510,712.21  3,179,742.28   sFT  0.99992717   -0 09 34.3
 AU2534;UTM  15      - 3,308,907.792   630,104.181   MT  0.99980884   +0 40 19.0
 AU2534
 AU2534                          SUPERSEDED SURVEY CONTROL
 AU2534
 AU2534  NAD 83(1986)-  29 54 14.32567(N)    091 39 08.62480(W) AD(       ) 4
 AU2534  NAD 27      -  29 54 13.58873(N)    091 39 08.21530(W) AD(       ) 3
 AU2534
 AU2534.Superseded values are not recommended for survey control.
 AU2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2534.See file dsdata.txt to determine how the superseded data were derived.
 AU2534
 AU2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3010408908(NAD 83)
 AU2534_MARKER: 53 = ELEVATED TANK
 AU2534
 AU2534  HISTORY     - Date     Condition        Report By
 AU2534  HISTORY     - 1969     FIRST OBSERVED   CGS
 AU2534
 AU2534                          STATION DESCRIPTION
 AU2534
 AU2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2534'THE STATION IS A ROD PROJECTING ABOUT THREE FEET FROM THE TOP CENTER
 AU2534'OF THE TANK OWNED BY THE ALBANIA SUGAR FACTORY.  THE TANK IS PAINTED
 AU2534'SILVER, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE THAT IS PAINTED
 AU2534'BLACK AND THE OVER-ALL HEIGHT IS ABOUT 110 FEET.
 AU2534'
 AU2534'IT IS LOCATED IN THE SMALL VILLAGE OF ALBANIA, 1 MILE SOUTHEAST OF
 AU2534'JEANERETTE AND ON THE NORTHEAST SIDE OF U. S. HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7654 ***********************************************************************
 AB7654  DESIGNATION -  ALBANY
 AB7654  PID         -  AB7654
 AB7654  STATE/COUNTY-  LA/LIVINGSTON
 AB7654  USGS QUAD   -  SPRINGFIELD (1994)
 AB7654
 AB7654                         *CURRENT SURVEY CONTROL
 AB7654  ___________________________________________________________________
 AB7654* NAD 83(1992)-  30 28 28.89668(N)    090 34 42.03305(W)     ADJUSTED  
 AB7654* NAVD 88     -        10.9    (meters)      36.     (feet)  GPS OBS   
 AB7654  ___________________________________________________________________
 AB7654  X           -     -55,533.544 (meters)                     COMP
 AB7654  Y           -  -5,501,462.415 (meters)                     COMP
 AB7654  Z           -   3,215,828.674 (meters)                     COMP
 AB7654  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AB7654  ELLIP HEIGHT-         -16.29  (meters)          (02/21/02) GPS OBS
 AB7654  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AB7654
 AB7654  HORZ ORDER  -  FIRST
 AB7654  ELLP ORDER  -  FOURTH    CLASS I
 AB7654
 AB7654.The horizontal coordinates were established by GPS observations
 AB7654.and adjusted by the National Geodetic Survey in October 1996..
 AB7654
 AB7654.The orthometric height was determined by GPS observations and a
 AB7654.high-resolution geoid model.
 AB7654
 AB7654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7654
 AB7654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7654
 AB7654.The ellipsoidal height was determined by GPS observations
 AB7654.and is referenced to NAD 83.
 AB7654
 AB7654.The geoid height was determined by GEOID03.
 AB7654
 AB7654;                    North         East     Units Scale Factor Converg.
 AB7654;SPC LA S     -   219,124.763 1,072,493.627   MT  0.99995983   +0 22 39.0
 AB7654;SPC LA S     -   718,911.83  3,518,672.84   sFT  0.99995983   +0 22 39.0
 AB7654;UTM  15      - 3,373,879.710   732,477.525   MT  1.00026678   +1 13 43.4
 AB7654
 AB7654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7654!SPC LA S     -   1.00000256  x   0.99995983  =   0.99996239
 AB7654!UTM  15      -   1.00000256  x   1.00026678  =   1.00026934
 AB7654
 AB7654                          SUPERSEDED SURVEY CONTROL
 AB7654
 AB7654  ELLIP H (10/29/96)  -16.30   (m)                       GP(       ) 4 1
 AB7654
 AB7654.Superseded values are not recommended for survey control.
 AB7654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7654.See file dsdata.txt to determine how the superseded data were derived.
 AB7654
 AB7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3247873880(NAD 83)
 AB7654_MARKER: DD = SURVEY DISK
 AB7654_SETTING: 0 = UNSPECIFIED SETTING
 AB7654_STAMPING: ALBANY 1996
 AB7654_MARK LOGO: NOS   
 AB7654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB7654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7654+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 AB7654
 AB7654  HISTORY     - Date     Condition        Report By
 AB7654  HISTORY     - 1996     MONUMENTED       NGS
 AB7654  HISTORY     - 20060201 GOOD             AERODA
 AB7654
 AB7654                          STATION DESCRIPTION
 AB7654
 AB7654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AB7654'THE STATION IS LOCATED 7.2 MI (11.6 KM) WEST OF HAMMOND AND 1.6 MI
 AB7654'(2.6 KM) SOUTH OF ALBANY.  TO REACH THE STATION FROM HIGHWAY 12 AND
 AB7654'STATE ROUTE 43 OVERPASS, GO SOUTH ON SR43 FOR 0.25 MI (0.40 KM) TO THE
 AB7654'STATION ON THE RIGHT.  THE STATION IS AN ALUMINUM DISK ON A 42 IN
 AB7654'ALUMINUM ROD DRIVEN INTO THE GROUND AND SURROUNDED BY CONCRETE.  IT IS
 AB7654'IN THE SOUTHWEST GRASSY AREA BETWEEN THE OFFRAMP OF HWY 12 EAST AND
 AB7654'CATHOLIC HALL ROAD.  THE STATION IS 58.6 FT (17.9 M) SSW OF A YIELD
 AB7654'SIGN FOR THE OFFRAMP, 72.3 FT (22.0 M) WEST OF THE WEST CURB OF THE
 AB7654'TRAFFIC ISLAND ON SOUTH 43 AND 120.3 FT (36.7 M) SE OF THE WEST END OF
 AB7654'THE CURB FOR THE TRAFFIC ISLAND FOR HWY 12 EAST OFFRAMP.  THE STATION
 AB7654'IS FLUSH WITH THE GROUND IN THE HWY RIGHT OF WAY.
 AB7654
 AB7654                          STATION RECOVERY (2006)
 AB7654
 AB7654'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 AB7654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3235 ***********************************************************************
 AU3235  DESIGNATION -  ALBE
 AU3235  PID         -  AU3235
 AU3235  STATE/COUNTY-  LA/ASSUMPTION
 AU3235  USGS QUAD   -  MADEWOOD (1980)
 AU3235
 AU3235                         *CURRENT SURVEY CONTROL
 AU3235  ___________________________________________________________________
 AU3235* NAD 83(1992)-  29 52 57.22751(N)    090 58 29.59278(W)     ADJUSTED  
 AU3235* NAVD 88     -         4.3  **(meters)      14.   **(feet)  VERTCON   
 AU3235  **This station is located in a subsidence area (see below).
 AU3235  ___________________________________________________________________
 AU3235  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU3235  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU3235
 AU3235  HORZ ORDER  -  SECOND
 AU3235
 AU3235.The horizontal coordinates were established by classical geodetic methods
 AU3235.and adjusted by the National Geodetic Survey in January 1993..
 AU3235
 AU3235 ** The orthometric height has not been validated since last determined
 AU3235 ** by differential leveling and should not be used for control purposes.
 AU3235 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3235 ** area with valid NAVD 88 orthometric heights.
 AU3235 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3235 ** epoch indicated which incorporates improved geoid heights for the
 AU3235 ** Southern Louisiana Subsidence area.
 AU3235 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3235
 AU3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3235
 AU3235.The geoid height was determined by GEOID03.
 AU3235
 AU3235;                    North         East     Units Scale Factor Converg.
 AU3235;SPC LA S     -   153,303.483 1,034,623.259   MT  0.99992786   +0 10 45.2
 AU3235;SPC LA S     -   502,963.18  3,394,426.48   sFT  0.99992786   +0 10 45.2
 AU3235;UTM  15      - 3,307,494.914   695,567.689   MT  1.00007191   +1 00 33.4
 AU3235
 AU3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3235!SPC LA S     -   1.00000341  x   0.99992786  =   0.99993127
 AU3235!UTM  15      -   1.00000341  x   1.00007191  =   1.00007532
 AU3235
 AU3235|---------------------------------------------------------------------|
 AU3235| PID    Reference Object                     Distance      Geod. Az  |
 AU3235|                                                           dddmmss.s |
 AU3235| DD7106 ALBE RM 1                             9.676 METERS 02805     |
 AU3235| AU3234 ALBE LDH 1972 RM 2                   10.550 METERS 14348     |
 AU3235| AU3228 SUPREME WATER TANK                  APPROX. 1.7 KM 2224400.6 |
 AU3235| DD7105 ALBE AZ MK                                         3541709.6 |
 AU3235|---------------------------------------------------------------------|
 AU3235
 AU3235                          SUPERSEDED SURVEY CONTROL
 AU3235
 AU3235  NAD 83(1986)-  29 52 57.24747(N)    090 58 29.59386(W) AD(       ) 2
 AU3235  NAD 27      -  29 52 56.50964(N)    090 58 29.24272(W) AD(       ) 2
 AU3235  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 AU3235
 AU3235.Superseded values are not recommended for survey control.
 AU3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3235.See file dsdata.txt to determine how the superseded data were derived.
 AU3235
 AU3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9556807495(NAD 83)
 AU3235_MARKER: DD = SURVEY DISK
 AU3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3235
 AU3235  HISTORY     - Date     Condition        Report By
 AU3235  HISTORY     - 1972     MONUMENTED       LADH
 AU3235  HISTORY     - 1982     GOOD             NGS
 AU3235
 AU3235                          STATION DESCRIPTION
 AU3235
 AU3235'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU3235'THE STATION IS LOCATED 3.5 MILES NORTH-NORTHWEST OF LABADIEVILLE,
 AU3235'4.5 MILES SOUTHEAST OF NAPOLEONVILLE IN THE NORTHWEST 1/4 OF SECTION
 AU3235'33, T13S, R15E, AND ON THE PROPERTY OWNED BY TEXAS AND PACIFIC
 AU3235'RAILROAD.
 AU3235'
 AU3235'TO REACH THE STATION FROM THE NAPOLEONVILLE CITY LIMITS, DRIVE SOUTH
 AU3235'ALONG STATE HIGHWAY 308 FOR 5 MILES TO THE ALBEMARLE PLANTATION ROAD
 AU3235'ON THE LEFT, TURN LEFT ON THE ALBEMARLE ROAD AND GO EAST FOR 0.5
 AU3235'MILE TO THE RAILROAD CROSSING.  GO SOUTH ALONG A FIELD ROAD NEXT TO
 AU3235'THE RAILROAD FOR 0.2 MILE TO STATION WHICH IS SET NEXT TO
 AU3235'RAILROAD.
 AU3235'
 AU3235'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG
 AU3235'RAILROAD FOR 0.4 MILE.  THE MARK IS SET WEST OF THE TRACKS NEAR A
 AU3235'CROSSING.
 AU3235'
 AU3235'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3235'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3235'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU3235'SUB- SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU3235'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU3235'STAMPED ALBE 1972. THE MARK IS 30 FEET EAST OF THE CENTER OF A GRAVEL
 AU3235'ROAD, 12 FEET EAST OF THE SOUTH END OF A METAL CULVERT, 12 FEET
 AU3235'SOUTH OF THE CENTER OF A RAILROAD CROSSING, 6 FEET WEST OF THE WEST
 AU3235'RAIL ON THE TEXAS AND PACIFIC RAILROAD, AND 2 FEET NORTH OF A
 AU3235'METAL WITNESS POST AND SIGN.
 AU3235'
 AU3235'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3235'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3235'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3235'STAMPED ALBE R.M. 1 1972.  IT IS 48 FEET EAST OF THE CENTER OF A
 AU3235'GRAVEL ROAD, 42 FEET NORTH OF A RAILROAD TRACK SWITCH, 30 FEET
 AU3235'EAST OF THE NORTH END OF A METAL CULVERT, 15 FEET NORTH OF THE CENTER
 AU3235'OF A RAILROAD CROSSING, AND 6 FEET EAST OF THE EAST RAIL ON THE
 AU3235'RAILROAD.
 AU3235'
 AU3235'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3235'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3235'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3235'STAMPED ALBE R.M. 2 1972.  IT IS 48 FEET EAST OF THE CENTER OF A
 AU3235'GRAVEL ROAD, 43 FEET SOUTHEAST OF THE SOUTH END OF A METAL
 AU3235'CULVERT, 42 FEET SOUTH OF THE CENTER OF A RAILROAD CROSSING, 14
 AU3235'FEET SOUTH OF A RAILROAD TRACK SWITCH, AND 6 FEET EAST OF THE EAST
 AU3235'RAIL ON THE RAILROAD.
 AU3235'
 AU3235'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3235'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3235'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3235'STAMPED ALBE AZ. MK. 1972.  IT IS 31 FEET EAST OF THE CENTER OF A
 AU3235'GRAVEL ROAD, 18 FEET SOUTH OF THE CENTER OF A RAILROAD CROSSING,
 AU3235'18 FEET EAST-SOUTHEAST OF THE SOUTH END OF A METAL CULVERT, 6.5
 AU3235'FEET WEST OF THE WEST RAIL ON THE RAILROAD, AND 1.5 FEET EAST OF A
 AU3235'METAL WITNESS POST AND SIGN.
 AU3235'
 AU3235'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU3235
 AU3235                          STATION RECOVERY (1982)
 AU3235
 AU3235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (LLA)
 AU3235'ALBE 1972, ALBE R.M. 1 1972, ALBE AZ. MK. 1972, ALBE R.M. 2 1972, ALL
 AU3235'REPORTED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2490 ***********************************************************************
 BJ2490  DESIGNATION -  ALBERT CAP
 BJ2490  PID         -  BJ2490
 BJ2490  STATE/COUNTY-  LA/ST LANDRY
 BJ2490  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2490
 BJ2490                         *CURRENT SURVEY CONTROL
 BJ2490  ___________________________________________________________________
 BJ2490* NAD 83(1986)-  30 24 57.     (N)    091 42 55.     (W)     SCALED    
 BJ2490* NAVD 88     -         7.19   (+/-2cm)      23.6    (feet)  VERTCON   
 BJ2490  ___________________________________________________________________
 BJ2490  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ2490
 BJ2490  VERT ORDER  -  ? (See Below)
 BJ2490
 BJ2490.The horizontal coordinates were scaled from a topographic map and have
 BJ2490.an estimated accuracy of +/- 6 seconds.
 BJ2490
 BJ2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2490.The vertical order pertains to the NGVD 29 superseded value.
 BJ2490
 BJ2490.The geoid height was determined by GEOID03.
 BJ2490
 BJ2490;                    North         East    Units  Estimated Accuracy
 BJ2490;SPC LA S     -   212,420.      963,300.      MT  (+/- 180 meters Scaled)
 BJ2490
 BJ2490                          SUPERSEDED SURVEY CONTROL
 BJ2490
 BJ2490  NGVD 29 (??/??/??)    7.198  (m)           23.62   (f) ADJUSTED    ?  
 BJ2490
 BJ2490.Superseded values are not recommended for survey control.
 BJ2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2490.See file dsdata.txt to determine how the superseded data were derived.
 BJ2490
 BJ2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP233655(NAD 83)
 BJ2490_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2490_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2490
 BJ2490  HISTORY     - Date     Condition        Report By
 BJ2490  HISTORY     - UNK      MONUMENTED       DOD
 BJ2490  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2490
 BJ2490                          STATION DESCRIPTION
 BJ2490
 BJ2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2490'10.5 MI SE FROM KROTZ SPRINGS.
 BJ2490'10.5 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2490'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 2.6 MILES
 BJ2490'SOUTHEAST OF A POINT WHERE THE LEVEE CROSSES BIG OFFA BAYOU, ABOUT 0.8
 BJ2490'MILE NORTH OF THE NORTH BANK OF INDIAN BAYOU, IN THE SW1/4 SEC. 25, T.
 BJ2490'7 S., R. 7 E., 630 FEET SOUTHWEST OF LEVEE STATION 2940+00.98, ON THE
 BJ2490'WEST BANK OF ATCHAFALAYA RIVER, IN A WILLOW THICKET, 1,075 FEET
 BJ2490'SOUTHEAST OF P.B.M. MEAD (U.S.E.), DESCRIBED ABOVE, 25 FEET NORTHWEST
 BJ2490'OF A 10-INCH WILLOW TREE, 13 FEET SOUTHEAST OF A 6-INCH WILLOW TREE,
 BJ2490'AND 12 FEET SOUTHEAST OF A 12-INCH WILLOW TREE. AN IRON PIPE
 BJ2490'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3089 ***********************************************************************
 CQ3089  DESIGNATION -  ALBERTA
 CQ3089  PID         -  CQ3089
 CQ3089  STATE/COUNTY-  LA/BIENVILLE
 CQ3089  USGS QUAD   -  ASHLAND (1986)
 CQ3089
 CQ3089                         *CURRENT SURVEY CONTROL
 CQ3089  ___________________________________________________________________
 CQ3089* NAD 83(1992)-  32 13 54.40466(N)    093 05 36.21820(W)     ADJUSTED  
 CQ3089* NAVD 88     -       127.5    (meters)     418.     (feet)  VERTCON   
 CQ3089  ___________________________________________________________________
 CQ3089  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CQ3089  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ3089
 CQ3089  HORZ ORDER  -  FIRST
 CQ3089
 CQ3089.The horizontal coordinates were established by classical geodetic methods
 CQ3089.and adjusted by the National Geodetic Survey in January 1993..
 CQ3089
 CQ3089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3089
 CQ3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3089
 CQ3089.The geoid height was determined by GEOID03.
 CQ3089
 CQ3089;                    North         East     Units Scale Factor Converg.
 CQ3089;SPC LA N     -   192,165.231   944,074.065   MT  0.99992971   -0 18 49.4
 CQ3089;SPC LA N     -   630,462.10  3,097,349.66   sFT  0.99992971   -0 18 49.4
 CQ3089;UTM  15      - 3,566,130.950   491,200.705   MT  0.99960095   -0 02 59.3
 CQ3089
 CQ3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3089!SPC LA N     -   0.99998402  x   0.99992971  =   0.99991373
 CQ3089!UTM  15      -   0.99998402  x   0.99960095  =   0.99958497
 CQ3089
 CQ3089|---------------------------------------------------------------------|
 CQ3089| PID    Reference Object                     Distance      Geod. Az  |
 CQ3089|                                                           dddmmss.s |
 CQ3089| CX4901 ALBERTA RM 3                         76.002 METERS 01240     |
 CQ3089| CX4899 ALBERTA RM 1                         59.808 METERS 03359     |
 CQ3089| CX4898 ALBERTA AZ MK                                      0352737.6 |
 CQ3089| CQ3124 RINGGOLD LA P L MAST KKE 259        APPROX.21.1 KM 3005017.8 |
 CQ3089| CQ3122 RINGGOLD MUNICIPAL TANK             APPROX.21.1 KM 3005307.4 |
 CQ3089| CX4900 ALBERTA RM 2                         57.485 METERS 34609     |
 CQ3089| CQ3078 CASTOR                              APPROX. 8.2 KM 3540338.7 |
 CQ3089|---------------------------------------------------------------------|
 CQ3089
 CQ3089                          SUPERSEDED SURVEY CONTROL
 CQ3089
 CQ3089  NAD 83(1986)-  32 13 54.41851(N)    093 05 36.20998(W) AD(       ) 1
 CQ3089  NAD 27      -  32 13 53.85000(N)    093 05 35.62500(W) AD(       ) 1
 CQ3089  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG       
 CQ3089
 CQ3089.Superseded values are not recommended for survey control.
 CQ3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3089.See file dsdata.txt to determine how the superseded data were derived.
 CQ3089
 CQ3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9120166131(NAD 83)
 CQ3089_MARKER: DS = TRIANGULATION STATION DISK
 CQ3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3089
 CQ3089  HISTORY     - Date     Condition        Report By
 CQ3089  HISTORY     - 1941     MONUMENTED       CGS
 CQ3089  HISTORY     - 1965     GOOD             CGS
 CQ3089  HISTORY     - 1971     GOOD             NGS
 CQ3089
 CQ3089                          STATION DESCRIPTION
 CQ3089
 CQ3089'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3089'STATION IS ABOUT 4 MILES E OF ALBERTA, 4-1/2 MILES ESE OF
 CQ3089'CASTOR IN SECTION 4, T 14 N, R 7 W, ON A HIGH RIDGE IN A
 CQ3089'CULTIVATED FIELD OWNED BY ADDRAN WOOD.  IT IS 160 FEET S OF
 CQ3089'A CROSSROADS, 9 FEET E OF THE CENTER OF A FARM ROAD AND 200
 CQ3089'FEET S OF A NEGRO SHACK.  IT IS STAMPED ALBERTA 1941 AND PROJECTS
 CQ3089'3 INCHES.
 CQ3089'
 CQ3089'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ3089'BRONZE DISKS SET IN CONCRETE.
 CQ3089'
 CQ3089'REFERENCE MARK NO. 1 IS STAMPED ALBERTA NO. 1 1941 AND PROJECTS
 CQ3089'4 INCHES.  IT IS 9 FEET S OF THE CENTER OF A ROAD, 2.5 FEET
 CQ3089'S OF A FENCE LINE AND 60 FEET E OF A CROSSROADS.
 CQ3089'
 CQ3089'REFERENCE MARK NO. 2 IS STAMPED ALBERTA NO. 2 1941 AND PROJECTS
 CQ3089'6 INCHES.  IT IS 2 FEET N OF A FENCE LINE, 8 FEET N OF THE
 CQ3089'CENTER OF A ROAD AND 78 FEET W OF A CROSSROADS.
 CQ3089'
 CQ3089'THE AZIMUTH MARK IS STAMPED ALBERTA 1941 AND PROJECTS 4
 CQ3089'INCHES.  IT IS 2 FEET W OF A WHITE REFERENCE POST, 29 FEET
 CQ3089'W OF A FARM ROAD FORK AND 8 FEET S OF THE CENTER OF THE
 CQ3089'FARM ROAD.
 CQ3089'
 CQ3089'TO REACH THE STATION FROM THE DEPOT IN CASTOR GO SE ON A
 CQ3089'GRAVEL ROAD ALONG THE LEFT SIDE OF THE RAILROAD TRACKS FOR
 CQ3089'0.2 MILE, TURN LEFT AND GO EASTERLY ON A GRADED DIRT ROAD
 CQ3089'FOR ABOUT 3.8 MILES TO A TRAIL ROAD FORK TO THE RIGHT WHERE
 CQ3089'MAIN GRADED ROAD MAKES A LEFT TURN, KEEP LEFT ON MAIN GRADED
 CQ3089'ROAD, NE AND E FOR 0.7 MILE TO A CROSS ROAD, TURN RIGHT
 CQ3089'AND GO S ON A PARTLY GRADED DIRT ROAD FOR 0.7 MILE TO THE
 CQ3089'HOUSE OF T.J. WOOD ON THE RIGHT, CONTINUE S FOR 0.2 MILE
 CQ3089'TO THE HIGHEST PART OF CULTIVATED FIELD AND STATION.  TO
 CQ3089'REACH THE AZIMUTH MARK FROM THE STATION GO N ON DIRT ROAD FOR
 CQ3089'0.4 MILE TO A FARM ROAD RIGHT, TURN RIGHT AND GO FOR 0.15
 CQ3089'MILE TO AZIMUTH MARK ON THE RIGHT.
 CQ3089'
 CQ3089'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 CQ3089
 CQ3089                          STATION RECOVERY (1965)
 CQ3089
 CQ3089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3089'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 CQ3089'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND IN DANGER
 CQ3089'OF BEING DESTROYED BY SOIL EROSION.  THEREFORE REFERENCE
 CQ3089'MARK NO. 3 WAS ESTABLISHED.  A SEARCH WAS MADE FOR THE AZIMUTH
 CQ3089'MARK BUT IT WAS NOT FOUND AND DUE TO HEAVY GROWTH OF TIMBER
 CQ3089'AND UNDERBRUSH IT IS NO LONGER VISIBLE FROM THE STATION.  NO
 CQ3089'SUITABLE PLACE WAS FOUND TO ESTABLISH A NEW AZIMUTH MARK.
 CQ3089'A CHECK WAS MADE TO THE REFERENCE MARKS FOR DISTANCE AND
 CQ3089'DIRECTION, A DIFFERENCE WAS FOUND IN DISTANCE TO REFERENCE
 CQ3089'MARK NO. 2.  A NEW DESCRIPTION FOLLOWS.
 CQ3089'
 CQ3089'STATION IS LOCATED ABOUT 7 MILES NORTH OF ASHLAND AND ABOUT
 CQ3089'4-1/2 MILES EAST-SOUTHEAST OF CASTER, ON A SMALL HILL THAT
 CQ3089'IS NOW A PINE TREE FARM.
 CQ3089'
 CQ3089'TO REACH FROM THE RAILROAD DEPOT IN THE VILLAGE OF CASTOR, GO
 CQ3089'SOUTHEAST ON A SURFACED ROAD AND ALONG THE EAST SIDE OF THE
 CQ3089'RAILROAD TRACKS FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 CQ3089'AND GO EASTERLY ON SURFACED ROAD AND GRAVEL ROAD FOR 2.7
 CQ3089'MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST ON GRAVEL AND
 CQ3089'DIRT ROAD FOR 1.9 MILE TO A SIDE ROAD LEFT.  CONTINUE EASTERLY
 CQ3089'ON A DIRT ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT NEAR A
 CQ3089'LARGE TREE WITH A TRIANGLE BLAZE.  TURN RIGHT AND GO SOUTH
 CQ3089'AND EASTERLY FOR 0.65 MILE TO A CROSS ROAD.  CONTINUE
 CQ3089'EASTERLY FOR 0.05 MILE TO STATION AS DESCRIBED.
 CQ3089'
 CQ3089'STATION, A STANDARD STATION DISK SET IN THE TOP OF A SQUARE
 CQ3089'CONCRETE MONUMENT AND STAMPED ALBERTA 1941, IS 9 FEET
 CQ3089'EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF DIM TRACK ROAD
 CQ3089'AND 4.1 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CQ3089'THE MARK PROJECTS 3 INCHES.
 CQ3089'
 CQ3089'REFERENCE MARK NO. 1, IS A STANDARD REFERENCE DISK, SET IN
 CQ3089'THE TOP OF A SQUARE CONCRETE MONUMENT AND STAMPED ALBERTA
 CQ3089'NO 1 1941, IS 78 FEET SOUTH OF THE INTERSECTION OF TWO TRACK
 CQ3089'ROADS.  THE MARK IS FLUSH WITH THE GROUND.
 CQ3089'
 CQ3089'REFERENCE MARK NO. 2, A STANDARD REFERENCE DISK, SET IN
 CQ3089'THE TOP OF A SQUARE CONCRETE MONUMENT AND STAMPED ALBERTA
 CQ3089'NO 2 1941, IS 87-1/2 FEET WEST-NORTHWEST OF THE JUNCTION OF
 CQ3089'TWO TRACK ROADS AND 13 FEET EAST OF THE APPROXIMATE CENTER
 CQ3089'OF A NORTH-SOUTH TRACK ROAD.  THE MARK PROJECTS 18 INCHES
 CQ3089'ON THE WEST SIDE AND 4 INCHES ON THE OTHER THREE SIDES.
 CQ3089'
 CQ3089'REFERENCE MARK NO. 3, IS A STANDARD REFERENCE DISK, SET IN THE TOP
 CQ3089'OF A ROUND CONCRETE MONUMENT AND STAMPED ALBERTA NO 3 1941.
 CQ3089'IT IS 70 FEET EAST OF THE JUNCTION OF TRACK ROADS, AND FLUSH
 CQ3089'WITH GROUND.
 CQ3089'
 CQ3089'HEIGHT OF LIGHT ABOVE STATION MARK 30.34 METERS.
 CQ3089
 CQ3089                          STATION RECOVERY (1971)
 CQ3089
 CQ3089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ3089'RMS MEASURED WITH A 300 FOOT TAPE 5 KGS. TENSION.  NO
 CQ3089'MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH AND TREES ON
 CQ3089'LINE.  NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK AT THIS
 CQ3089'DATE.
 CQ3089'
 CQ3089'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND
 CQ3089'FOUND IN GOOD CONDITION.  THE 1941 AZIMUTH MARK HAS BEEN
 CQ3089'DESTROYED.  THE DISTANCE AND HORIZONTAL DIRECTION TO THE
 CQ3089'REFERENCE MARKS CHECKED THE 1941 AND 1965 DATA ADEQUATELY.  A
 CQ3089'COMPLETE NEW DESCRIPTION FOLLOWS.
 CQ3089'
 CQ3089'THE STATION IS ABOUT 10.5 MILES SOUTHWEST OF BIENVILLE, 8
 CQ3089'MILES NORTHWEST OF SALINE, 7 MILES NORTH OF ASHLAND, 4.5
 CQ3089'MILES EAST-SOUTHEAST OF CASTOR, IN THE NORTHEAST 1/4 SECTION
 CQ3089'4, T 14 N, R 7 W, AND ON LAND OWNED BY MR. LESTER BRAZZEL, 228
 CQ3089'STEPHENSON STREET, SHREVEPORT, LOUISIANA, 71104.
 CQ3089'
 CQ3089'TO REACH THE STATION FROM THE POST OFFICE IN CASTOR,
 CQ3089'GO SOUTH ON STATE HIGHWAY 4 FOR 0.05 MILE TO A PAVED SIDE
 CQ3089'ROAD LEFT, JUST BEFORE REACHING RAILROAD TRACKS,.  TURN LEFT
 CQ3089'AND GO SOUTHEAST ON THE PAVED ROAD FOR 0.2 MILE TO A PAVED
 CQ3089'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND EAST ON THE
 CQ3089'PAVED ROAD FOR 2.65 MILES TO A SIDE ROAD RIGHT AND END OF
 CQ3089'PAVED ROAD, CONTINUE EASTERLY ON A GRAVELED ROAD FOR 1.85
 CQ3089'MILES TO A SIDE ROAD LEFT, CONTINUE EASTERLY ON THE GRAVELED
 CQ3089'ROAD FOR 0.7 MILE TO A WOODS ROAD AND A TRIANGLE-BLAZED OAK
 CQ3089'TREE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE WOODS ROAD
 CQ3089'FOR 0.65 MILE TO A CROSSROAD, CONTINUE SOUTH ON A DIM TRACK
 CQ3089'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CQ3089'
 CQ3089'STATION MARKS ARE STANDARD DISKS STAMPED ALBERTA
 CQ3089'1941.  THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE
 CQ3089'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 CQ3089'SURFACE.  IT IS 21 FEET NORTHWEST OF A 10-INCH PINE TREE,
 CQ3089'12 FEET EAST OF THE CENTER OF THE DIM TRACK ROAD AND 6 FEET
 CQ3089'NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 CQ3089'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CQ3089'BELOW THE GROUND SURFACE.
 CQ3089'
 CQ3089'REFERENCE MARK 1, A STANDARD DISK STAMPED ALBERTA NO 1 1941,
 CQ3089'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 CQ3089'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 14 FEET SOUTH
 CQ3089'OF THE CENTER OF A TRACK ROAD AND 2 FEET NORTHWEST OF A METAL
 CQ3089'WITNESS POST.
 CQ3089'
 CQ3089'REFERENCE MARK 2, A STANDARD DISK STAMPED ALBERTA NO 2 1941,
 CQ3089'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 CQ3089'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET
 CQ3089'NORTH OF THE CENTER OF A TRACK ROAD AND 2 FEET SOUTH OF A
 CQ3089'METAL WITNESS POST.
 CQ3089'
 CQ3089'REFERENCE MARK 3, A STANDARD DISK STAMPED ALBERTA NO 3 1941,
 CQ3089'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3089'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 18
 CQ3089'FEET WEST OF THE CENTER OF THE TRACK ROAD AND 2 FEET SOUTH OF A
 CQ3089'METAL WITNESS POST.
 CQ3089'
 CQ3089'HEIGHT OF LIGHT ABOVE STATION MARK 86.4 FEET.
 CQ3089'
 CQ3089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3089'4.5 MILES EAST-SOUTHEAST OF CASTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1113 ***********************************************************************
 AT1113  DESIGNATION -  ALBERTA LIGHT
 AT1113  PID         -  AT1113
 AT1113  STATE/COUNTY-  LA/PLAQUEMINES
 AT1113  USGS QUAD   -  BURAS (1993)
 AT1113
 AT1113                         *CURRENT SURVEY CONTROL
 AT1113  ___________________________________________________________________
 AT1113* NAD 83(1992)-  29 22 23.99151(N)    089 34 25.63088(W)     ADJUSTED  
 AT1113* NAVD 88     -                                                        
 AT1113  **This station is located in a subsidence area (see below).
 AT1113  ___________________________________________________________________
 AT1113  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AT1113  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AT1113
 AT1113  HORZ ORDER  -  THIRD
 AT1113
 AT1113.The horizontal coordinates were established by classical geodetic methods
 AT1113.and adjusted by the National Geodetic Survey in January 1993..
 AT1113
 AT1113 ** The orthometric height has not been validated since last determined
 AT1113 ** by differential leveling and should not be used for control purposes.
 AT1113 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1113 ** area with valid NAVD 88 orthometric heights.
 AT1113 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1113 ** epoch indicated which incorporates improved geoid heights for the
 AT1113 ** Southern Louisiana Subsidence area.
 AT1113 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1113
 AT1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1113
 AT1113.The geoid height was determined by GEOID03.
 AT1113
 AT1113;                    North         East     Units Scale Factor Converg.
 AT1113;SPC LA S     -    98,117.213 1,170,819.416   MT  0.99998529   +0 52 47.3
 AT1113;SPC LA S     -   321,906.22  3,841,263.37   sFT  0.99998529   +0 52 47.3
 AT1113;UTM  16      - 3,252,102.097   250,175.573   MT  1.00037019   -1 15 47.1
 AT1113
 AT1113                          SUPERSEDED SURVEY CONTROL
 AT1113
 AT1113  NAD 83(1986)-  29 22 23.99976(N)    089 34 25.63900(W) AD(       ) 4
 AT1113  NAD 27      -  29 22 23.20800(N)    089 34 25.42000(W) AD(       ) 3
 AT1113
 AT1113.Superseded values are not recommended for survey control.
 AT1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1113.See file dsdata.txt to determine how the superseded data were derived.
 AT1113
 AT1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5017652102(NAD 83)
 AT1113_MARKER: 14 = NAVIGATION LIGHT
 AT1113
 AT1113  HISTORY     - Date     Condition        Report By
 AT1113  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1113
 AT1113                          STATION DESCRIPTION
 AT1113
 AT1113'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1342 ***********************************************************************
 BJ1342  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ1342  FBN         -  This is a Federal Base Network Control Station.
 BJ1342  TIDAL BM    -  This is a Tidal Bench Mark.
 BJ1342  DESIGNATION -  ALCO
 BJ1342  PID         -  BJ1342
 BJ1342  STATE/COUNTY-  LA/ORLEANS
 BJ1342  USGS QUAD   -  SPANISH FORT (1992)
 BJ1342
 BJ1342                         *CURRENT SURVEY CONTROL
 BJ1342  ___________________________________________________________________
 BJ1342* NAD 83(1992)-  30 01 36.52293(N)    090 06 46.21053(W)     ADJUSTED  
 BJ1342* NAVD 88     -         1.87 **(meters)       6.1  **(feet)  LEVELING(2004.65)
 BJ1342  **This station is located in a subsidence area (see below).
 BJ1342  **This station is included in the VTDP model (see below).
 BJ1342  ___________________________________________________________________
 BJ1342  EPOCH DATE  -        2004.65
 BJ1342  X           -     -10,884.174 (meters)                     COMP
 BJ1342  Y           -  -5,526,738.134 (meters)                     COMP
 BJ1342  Z           -   3,172,935.170 (meters)                     COMP
 BJ1342  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ1342  ELLIP HEIGHT-         -24.37  (meters)          (06/22/05) GPS OBS
 BJ1342  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ1342  DYNAMIC HT  -           1.87  (meters)       6.1   (feet)  COMP
 BJ1342  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 BJ1342
 BJ1342  HORZ ORDER  -  B
 BJ1342  VERT ORDER  -  THIRD
 BJ1342  ELLP ORDER  -  FOURTH    CLASS I
 BJ1342
 BJ1342.The horizontal coordinates were established by GPS observations
 BJ1342.and adjusted by the National Geodetic Survey in June 2005..
 BJ1342.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1342.The epoch date for horizontal control is a decimal equivalence
 BJ1342.of Year/Month/Day.
 BJ1342
 BJ1342 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1342 ** and geoid heights are valid at the date of observation. These heights
 BJ1342 ** must always be validated when used as control.
 BJ1342 ** The orthometric height was determined with a Vertical Time-dependent
 BJ1342 ** Positioning (VTDP) model and has been validated through GPS observations
 BJ1342 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BJ1342 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1342 ** epoch indicated which incorporates improved geoid heights for the
 BJ1342 ** Southern Louisiana Subsidence area
 BJ1342 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1342.The orthometric height was determined by differential leveling.
 BJ1342.The vertical network tie was performed by a horz. field party for horz.
 BJ1342.obs reductions. Reset procedures were used to establish the elevation.
 BJ1342
 BJ1342.This Tidal Bench Mark is designated as VM 832
 BJ1342.by the Center for Operational Oceanographic Products and Services.
 BJ1342
 BJ1342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1342
 BJ1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1342
 BJ1342.The ellipsoidal height was determined by GPS observations
 BJ1342.and is referenced to NAD 83.
 BJ1342
 BJ1342.The geoid height was determined by GEOID03.
 BJ1342
 BJ1342.The dynamic height is computed by dividing the NAVD 88
 BJ1342.geopotential number by the normal gravity value computed on the
 BJ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1342.degrees latitude (g = 980.6199 gals.).
 BJ1342
 BJ1342.The modeled gravity was interpolated from observed gravity values.
 BJ1342
 BJ1342;                    North         East     Units Scale Factor Converg.
 BJ1342;SPC LA S     -   169,865.289 1,117,718.598   MT  0.99992585   +0 36 37.0
 BJ1342;SPC LA S     -   557,299.70  3,667,048.43   sFT  0.99992585   +0 36 37.0
 BJ1342;UTM  15      - 3,325,268.799   778,444.625   MT  1.00055667   +1 26 44.5
 BJ1342
 BJ1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1342!SPC LA S     -   1.00000383  x   0.99992585  =   0.99992968
 BJ1342!UTM  15      -   1.00000383  x   1.00055667  =   1.00056050
 BJ1342
 BJ1342:                Primary Azimuth Mark                     Grid Az
 BJ1342:SPC LA S     -  BUICK                                    082 43 27.0
 BJ1342:UTM  15      -  BUICK                                    081 53 19.5
 BJ1342
 BJ1342|---------------------------------------------------------------------|
 BJ1342| PID    Reference Object                     Distance      Geod. Az  |
 BJ1342|                                                           dddmmss.s |
 BJ1342| BJ1346 BUICK                               APPROX. 0.7 KM 0832004.0 |
 BJ1342| BJ4248 MT CARMEL CONVENT CROSS             APPROX. 0.9 KM 1600326.3 |
 BJ1342| BJ1344 ALCO RM                                            25738     |
 BJ1342|---------------------------------------------------------------------|
 BJ1342
 BJ1342                          SUPERSEDED SURVEY CONTROL
 BJ1342
 BJ1342  NAD 83(1992)-  30 01 36.52299(N)    090 06 46.21029(W) AD(       ) B
 BJ1342  ELLIP H (12/29/04)  -24.36   (m)                       GP(       ) 4 1
 BJ1342  ELLIP H (06/20/00)  -24.36   (m)                       GP(       ) 3 1
 BJ1342  ELLIP H (01/21/93)  -24.33   (m)                       GP(       ) 4 2
 BJ1342  NAD 83(1992)-  30 01 36.52269(N)    090 06 46.20939(W) AD(       ) A
 BJ1342  ELLIP H (09/04/92)  -24.33   (m)                       GP(       ) 3 1
 BJ1342  NAD 83(1986)-  30 01 36.53967(N)    090 06 46.20687(W) AD(       ) 1
 BJ1342  NAD 83(1986)-  30 01 36.54071(N)    090 06 46.20093(W) AD(       ) 3
 BJ1342  NAD 27      -  30 01 35.81240(N)    090 06 45.94411(W) AD(       ) 3
 BJ1342  NAVD 88 (12/05/96)    2.008  (m)            6.59   (f) ADJUSTED    1 2
 BJ1342  NAVD 88 (02/14/94)    2.002  (m)            6.57   (f) UNKNOWN     1 2
 BJ1342  NGVD 29 (05/21/91)    2.061  (m)            6.76   (f) ADJUSTED    1 2
 BJ1342
 BJ1342.Superseded values are not recommended for survey control.
 BJ1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1342.See file dsdata.txt to determine how the superseded data were derived.
 BJ1342
 BJ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7844525269(NAD 83)
 BJ1342_MARKER: DS = TRIANGULATION STATION DISK
 BJ1342_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1342_SP_SET: SEA WALL
 BJ1342_STAMPING: ALCO 1931
 BJ1342_MARK LOGO: CGS   
 BJ1342_PROJECTION: FLUSH
 BJ1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1342+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 BJ1342
 BJ1342  HISTORY     - Date     Condition        Report By
 BJ1342  HISTORY     - 1931     MONUMENTED       CGS
 BJ1342  HISTORY     - 1935     GOOD             LAGS
 BJ1342  HISTORY     - 1942     GOOD             CGS
 BJ1342  HISTORY     - 1953     GOOD             CGS
 BJ1342  HISTORY     - 1954     GOOD             CGS
 BJ1342  HISTORY     - 1963     GOOD             CGS
 BJ1342  HISTORY     - 1964     GOOD             CGS
 BJ1342  HISTORY     - 1981     MARK NOT FOUND   USGS
 BJ1342  HISTORY     - 1985     GOOD             USPSQD
 BJ1342  HISTORY     - 1985     GOOD             NGS
 BJ1342  HISTORY     - 1987     GOOD             LADTD
 BJ1342  HISTORY     - 1988     GOOD             USPSQD
 BJ1342  HISTORY     - 19880920 GOOD             LADTD
 BJ1342  HISTORY     - 19890117 GOOD
 BJ1342  HISTORY     - 19901108 GOOD             NGS
 BJ1342  HISTORY     - 19911016 GOOD             LADTD
 BJ1342  HISTORY     - 19921124 GOOD             NOS
 BJ1342  HISTORY     - 19930303 GOOD             NOS
 BJ1342  HISTORY     - 19941117 GOOD             NGS
 BJ1342  HISTORY     - 19960130 GOOD             NGS
 BJ1342  HISTORY     - 19960218 GOOD             NGS
 BJ1342  HISTORY     - 19980213 GOOD             NGS
 BJ1342  HISTORY     - 19980309 GOOD             NGS
 BJ1342  HISTORY     - 20010505 GOOD             NGS
 BJ1342  HISTORY     - 20030402 GOOD             3001
 BJ1342  HISTORY     - 20040601 GOOD             NGS
 BJ1342  HISTORY     - 20040922 GOOD             LADTD
 BJ1342  HISTORY     - 20051008 GOOD             NGS
 BJ1342  HISTORY     - 20060220 GOOD             3001
 BJ1342
 BJ1342                          STATION DESCRIPTION
 BJ1342
 BJ1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLS)
 BJ1342'NEAR THE WEST END LIGHTHOUSE, ON THE LAKE PONTCHARTRAIN
 BJ1342'SEA-WALL IN ZONE 1, WHICH LIES BETWEEN THE ORLEANS CANAL AND THE
 BJ1342'NEW BASIN CANAL, AND IN THE 132ND BAY COUNTING FROM THE ORLEANS
 BJ1342'CANAL.
 BJ1342'
 BJ1342'THE STATION IS MARKED BY A STANDARD BRONZE DISK WHICH IS SET
 BJ1342'FLUSH WITH THE TOP SURFACE OF THE TOP COPING.
 BJ1342'
 BJ1342'THE REFERENCE MARK, A STANDARD BRONZE DISK, IS
 BJ1342'S 77 DEG 38 MIN E.
 BJ1342'
 BJ1342'THE CROSS ON THE MOUNT CARMEL CONVENT IS S 19 DEG 56 MIN E.
 BJ1342
 BJ1342                          STATION RECOVERY (1935)
 BJ1342
 BJ1342'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1342'STATION RECOVERED AS DESCRIBED.
 BJ1342
 BJ1342                          STATION RECOVERY (1942)
 BJ1342
 BJ1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCW)
 BJ1342'STATION WAS RECOVERED AS DESCRIBED IN EVERY DETAIL.  THE
 BJ1342'DISTANCES AND DIRECTIONS TO AZIMUTH MARKS WERE NOT CHECKED.
 BJ1342'
 BJ1342'NEAR THE WEST END LIGHTHOUSE, ON THE LAKE PONTCHARTRAIN
 BJ1342'SEA-WALL IN ZONE 1, WHICH LIES BETWEEN THE ORLEANS CANAL AND
 BJ1342'THE NEW BASIN CANAL, AND IN THE 132ND BAY COUNTING FROM THE
 BJ1342'ORLEANS CANAL.
 BJ1342'
 BJ1342'THE STATION IS MARKED BY A STANDARD BRONZE DISK WHICH IS SET
 BJ1342'FLUSH WITH THE TOP FURFACE OF THE TOP COPING.
 BJ1342'
 BJ1342'THE REFERENCE MARK, A STANDARD BRONZE DISK, IS
 BJ1342'S 77 DEG 38 MIN E.
 BJ1342'
 BJ1342'THE CROSS ON THE MOUNT CARMEL CONVENT IS S 19 DEG 56 MIN E.
 BJ1342
 BJ1342                          STATION RECOVERY (1953)
 BJ1342
 BJ1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1342'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 BJ1342'A NEW DESCRIPTION FOLLOWS--
 BJ1342'
 BJ1342'STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEAWALL, JUST E
 BJ1342'OF A U.S. COAST GUARD STATION.  IT IS A STANDARD BRONZE DISK,
 BJ1342'STAMPED ALCO 1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A
 BJ1342'CONCRETE SEAWALL.
 BJ1342'
 BJ1342'THE REFERENCE MARK IS A STANDARD BRONZE DISK, STAMPED ALCO 1931
 BJ1342'AND CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL.
 BJ1342'
 BJ1342'TO REACH THE STATION FROM THE INTERSECTION OF LAKESHORE DRIVE
 BJ1342'AND CANAL BOULEVARD, GO W ON LAKESHORE DRIVE ALONG THE SEAWALL
 BJ1342'FOR 0.4 MI. TO THE STATION ON THE RIGHT AS DESCRIBED JUST E OF
 BJ1342'THE COAST GUARD STATION.
 BJ1342
 BJ1342                          STATION RECOVERY (1954)
 BJ1342
 BJ1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1342'THE STATION IS LOCATED IN THE NW SECTION OF NEW ORLEANS, NEAR THE
 BJ1342'MOUTH OF NEW CANAL, 150 FT. SE OF NEW CANAL LIGHTHOUSE, AND ON
 BJ1342'THE S SHORE OF LAKE PONCHARTRAIN.  IT IS 46 PACES E OF THE W END
 BJ1342'OF THE SEAWALL, AND 132 BAYS W OF ORLEANS CANAL.  IT IS A
 BJ1342'STANDARD DISK, SET IN A DRILL HOLE IN THE TOP OF THE SEAWALL.  IT
 BJ1342'IS STAMPED ALCO 1931.
 BJ1342'
 BJ1342'THE REFERENCE MARK IS W OF THE STATION S 77 DEG 38 MIN W.
 BJ1342'IT IS 13 PACES E OF THE W END OF THE SEAWALL.  IT IS A STANDARD
 BJ1342'DISK, SET IN A DRILL HOLE IN THE TOP OF THE SEAWALL, AND STAMPED
 BJ1342'ALCO 1931.
 BJ1342
 BJ1342                          STATION RECOVERY (1963)
 BJ1342
 BJ1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1342'IN NEW ORLEANS.
 BJ1342'AT NEW ORLEANS, AT WEST END, NEAR THE NORTH END OF WEST END BOULEVARD,
 BJ1342'NEAR THE COAST GUARD STATION, SET IN THE TOP OF THE SEA WALL ALONG
 BJ1342'SHORE OF LAKE PONTCHARTRAIN, 112 FEET NORTHWEST OF THE CENTER LINE OF
 BJ1342'LAKESHORE DRIVE, 115 FEET EAST OF THE WEST END OF THE SEA WALL, 70
 BJ1342'FEET EAST OF A STEEL FENCE CORNER POST ON TOP OF THE SEA WALL AND IS
 BJ1342'ABOUT 2 FEET ABOVE THE DRIVE.
 BJ1342
 BJ1342                          STATION RECOVERY (1964)
 BJ1342
 BJ1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1342'THE STATION AND ONE REFERENCE MARK WAS FOUND AND IN GOOD
 BJ1342'CONDITION.
 BJ1342'
 BJ1342'THE STATION IS LOCATED ALONG THE SEA WALL ALONG THE SHORE OF LAKE
 BJ1342'PONTCHARTRAIN, NEAR THE COAST GUARD STATION, 112 FEET NORTHWEST
 BJ1342'OF THE CENTER LINE OF LAKESHORE DRIVE, 115 FEET EAST OF THE WEST
 BJ1342'END OF THE SEA WALL, 70 FEET EAST OF A STEEL FENCE POST IN
 BJ1342'SEA WALL AND ABOUT 2 FEET ABOVE THE LEVEL OF THE DRIVE.
 BJ1342'
 BJ1342'THE REFERENCE MARK IS 87 FEET WEST OF THE STATION AND SET ON
 BJ1342'TOP OF THE SEA WALL.  23 FEET EAST OF THE WEST END OF THE WALL
 BJ1342'AND 2 FEET ABOVE THE LEVEL OF THE DRIVE,
 BJ1342
 BJ1342                          STATION RECOVERY (1981)
 BJ1342
 BJ1342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BJ1342'MARK NOT FOUND.
 BJ1342
 BJ1342                          STATION RECOVERY (1985)
 BJ1342
 BJ1342'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 BJ1342'ALCO--1931 FOUND GOOD.
 BJ1342'
 BJ1342'DESCRIPTION ADEQUATE.
 BJ1342'
 BJ1342'REFERENCE MARK FOUND GOOD.
 BJ1342'LOCATED ON TOP SURFACE OF SEA WALL 87 FEET WEST OF STATION, APPROX.
 BJ1342'TWO FEET WEST OF US COAST GUARD DRIVEWAY GATE, UNDER CYCLONE FENCE.
 BJ1342
 BJ1342                          STATION RECOVERY (1985)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1342'RECOVERED IN GOOD CONDITION, THE 1963 RECOVERY IS ADEQUATE WITH THE
 BJ1342'FOLLOWING ADDITION, ADD--7.07 METERS (23.2 FT) NORTH-NORTHEAST OF
 BJ1342'STEEL LAMP POST 500.
 BJ1342
 BJ1342                          STATION RECOVERY (1987)
 BJ1342
 BJ1342'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BJ1342'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ1342'A COMPLETE NEW DESCRIPTION WAS MADE THIS DATE.
 BJ1342'
 BJ1342'THE STATION IS LOCATED ABOUT 7 KM (4.4 MI) NORTH OF INTERSTATE
 BJ1342'HIGHWAY 10, NEAR THE U.S. COAST GUARD STATION AT LAKE PONCHATRAIN.
 BJ1342'OWNERSHIP--ORLEANS PARISH LEVEE BOARD, SUITE 202, ADMINISTRATION
 BJ1342'BUILDING, LAKEFRONT AIRPORT, NEW ORLEANS, LA. PHONE 504-246-4000.
 BJ1342'
 BJ1342'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ1342'CAUSEWAY BOULEVARD, GO NORTH FOR 0.55 KM (0.35 MI) ON CAUSEWAY
 BJ1342'BOULEVARD TO VETERANS MEMORIAL HIGHWAY.
 BJ1342'TURN RIGHT AND GO EAST FOR 3.89 KM (2.4 MI) ON VETERANS MEMORIAL
 BJ1342'BOULEVARD TO PONCHATRAIN BOULEVARD.
 BJ1342'TURN LEFT AND GO NORTH FOR 1.85 KM (1.15 MI) ON PONCHATRAIN
 BJ1342'BOULEVARD TO ROBERT E LEE BOULEVARD.
 BJ1342'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.72 KM (0.45 MI) ON
 BJ1342'ROBERT E LEE BOULEVARD TO THE COAST GUARD STATION ENTRANCE ON THE
 BJ1342'LEFT AT THE EAST END OF A CURVE IN THE ROAD.  TURN LEFT ONTO A
 BJ1342'NARROW LANE FOR 30 METERS (100 FT) TO THE STATION ON THE RIGHT.
 BJ1342'
 BJ1342'THE STATION IS A STANDARD CGS DISK
 BJ1342'STAMPED---ALCO 1931---,
 BJ1342'SET INTO A DRILL HOLE IN THE TOP STEP OF THE SEAWALL.
 BJ1342'21.2 METERS (69.5 FT) EAST FROM THE EAST GATE POST AT THE ENTRANCE
 BJ1342'TO THE COAST GUARD STATION,
 BJ1342'7.2 METERS (23.6 FT) NORTHEAST FROM A METAL LIGHT POLE, AND
 BJ1342'4.6 METERS (15.1 FT) WEST FROM A SEAM IN THE SEAWALL.
 BJ1342
 BJ1342                          STATION RECOVERY (1988)
 BJ1342
 BJ1342'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 BJ1342'RECOVERED IN GOOD CONDITION.
 BJ1342
 BJ1342                          STATION RECOVERY (1988)
 BJ1342
 BJ1342'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ1342'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTH OF INTERSTATE
 BJ1342'HIGHWAY 10, NEAR THE U.S. COAST GUARD STATION AT LAKE PONTCHATRAIN.
 BJ1342'OWNERSHIP--ORLEANS PARISH LEVEE BOARD, SUITE 202, ADMINISTRATION
 BJ1342'BUILDING, LAKEFRONT AIRPORT, NEW ORLEANS, LA.  PHONE 504-246-4000.
 BJ1342'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ1342'CAUSEWAY BOULEVARD, GO NORTH FOR 0.55 KM (0.35 MI) ON CAUSEWAY
 BJ1342'BOULEVARD TO VETERANS MEMORIAL HIGHWAY, TURN RIGHT AND GO EAST FOR
 BJ1342'3.89 KM (2.40 MI) ON VETERANS MEMORIAL BOULEVARD TO WEST END BLVD,
 BJ1342'TURN LEFT AND GO NORTH ON WEST END BLVD FOR 2.57 KM (1.60 MI) TO THE
 BJ1342'COAST GUARD STATION ENTRANCE ON THE LEFT AT THE EAST END OF A CURVE IN
 BJ1342'THE ROAD.  TURN LEFT ONTO A NARROW LANE FOR 30 METERS (98.4 FT) TO THE
 BJ1342'STATION ON THE RIGHT, 21.2 M (69.6 FT) EAST FROM THE EAST GATE POST AT
 BJ1342'THE ENTRANCE TO THE COAST GUARD STATION, 7.2 M (23.6 FT) NORTHEAST
 BJ1342'FROM A METAL LIGHT POLE, AND 4.6 M (15.1 FT) WEST FROM A SEAM IN THE
 BJ1342'SEAWALL.
 BJ1342
 BJ1342                          STATION RECOVERY (1989)
 BJ1342
 BJ1342'RECOVERED 1989
 BJ1342'RECOVERED IN GOOD CONDITION.
 BJ1342
 BJ1342                          STATION RECOVERY (1990)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1342'IN NEW ORLEANS, AT 800 LAKESHORE DRIVE, IN A CONCRETE RETAINING WALL
 BJ1342'ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 38.8 M (127.3 FT)
 BJ1342'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A LIGHTHOUSE AT 800
 BJ1342'LAKESHORE DRIVE, 35.0 M (114.8 FT) EAST OF THE WEST END OF THE
 BJ1342'RETAINING WALL, 34.1 M (111.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 BJ1342'DRIVE, 23.9 M (78.4 FT) EAST OF THE CENTER OF A DRIVEWAY, 21.3 M
 BJ1342'(69.9 FT) EAST OF A STEEL FENCE CORNER POST ON TOP OF THE SEA WALL,
 BJ1342'7.1 M (23.3 FT) NORTH-NORTHEAST OF UTILITY LIGHT POLE NUMBER 500, AND
 BJ1342'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 BJ1342
 BJ1342                          STATION RECOVERY (1991)
 BJ1342
 BJ1342'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BJ1342'THE STATION IS LOCATED IN NORTHWEST NEW ORLEANS, NEAR THE U.S. COAST
 BJ1342'GUARD STATION ON THE SOUTH SHORE OF LAKE PONCHATRAIN.
 BJ1342'OWNERSHIP--ORLEANS PARISH LEVEE BOARD, SUITE 202, ADMINISTRATION
 BJ1342'BUILDING, LAKEFRONT AIRPORT, NEW ORLEANS, LA. PHONE 504-246-4000.
 BJ1342'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ1342'CAUSEWAY BOULEVARD, GO NORTH FOR 0.35 MI (0.56 KM) ON CAUSEWAY
 BJ1342'BOULEVARD TO THE JUNCTION WITH VETERANS MEMORIAL BOULVARD, TURN RIGHT
 BJ1342'AND GO EAST FOR 2.4 MI (3.9 KM) ON VETERANS BOULEVARD TO THE JUNCTION
 BJ1342'WITH WEST END BOULEVARD, TURN LEFT AND GO NORTH FOR 1.6 MI (2.6 KM)
 BJ1342'ON WEST END BOULEVARD WHICH TURNS INTO LAKESHORE DRIVE TO THE COAST
 BJ1342'GUARD STATION ON THE LEFT AND STATION MARK ON THE LEFT SET IN THE
 BJ1342'SEAWALL.
 BJ1342'THE STATION IS 123.0 FT (37.5 M) NORTH-NORTHWEST FROM THE CENTER OF
 BJ1342'LAKESHORE DRIVE,  69.5 FT (21.2 M) EAST-NORTHEAST FROM THE EAST GATE
 BJ1342'POST AT THE ENTRANCE OF THE COAST GUARD STATION, 23.5 FT (7.2 M)
 BJ1342'NORTHEAST FROM A METAL LIGHT POLE, 32.5 FT (9.9 M) NORTH FROM THE
 BJ1342'CENTER OF THE DRIVE INTO THE COAST GUARD STATION, 15.0 FT (4.6 M)
 BJ1342'WEST-SOUTHWEST FROM A SEAM IN THE SEA WALL, FLUSH WITH THE TOP OF THE
 BJ1342'SEAWALL AND ABOUT LEVEL WITH THE ROAD.
 BJ1342
 BJ1342                          STATION RECOVERY (1992)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ1342'RECOVERED IN GOOD CONDITION.
 BJ1342
 BJ1342                          STATION RECOVERY (1993)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 BJ1342'RECOVERED IN GOOD CONDITION.
 BJ1342
 BJ1342                          STATION RECOVERY (1994)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1342'IN NEW ORLEANS, AT 8001 LAKESHORE DRIVE, IN A CONCRETE RETAINING WALL
 BJ1342'ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 36.7 M (120.4 FT)
 BJ1342'SOUTHEAST OF THE SOUTHEAST CORNER OF THE U.S. COAST GUARD LIGHT HOUSE
 BJ1342'AT 8001 LAKESHORE DRIVE, 27.3 M (89.6 FT) EAST OF ALCO REFERENCE MARK,
 BJ1342'9.9 M (32.5 FT) NORTH-NORTHEAST OF AND LEVEL WITH THE CENTER OF THE
 BJ1342'LIGHTHOUSE ENTRANCE DRIVE, AND 7.2 M (23.6 FT) NORTHEAST OF A UTILITY
 BJ1342'LIGHT POLE.
 BJ1342
 BJ1342                          STATION RECOVERY (1996)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 BJ1342'RECOVERED AS DESCRIBED.
 BJ1342
 BJ1342                          STATION RECOVERY (1996)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 BJ1342'RECOVERED AS DESCRIBED.
 BJ1342
 BJ1342                          STATION RECOVERY (1998)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BJ1342'RECOVERED AS DESCRIBED.
 BJ1342
 BJ1342                          STATION RECOVERY (1998)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BJ1342'RECOVERED AS DESCRIBED.
 BJ1342
 BJ1342                          STATION RECOVERY (2001)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 BJ1342'THIS STATION IS LOCATED IN NORTH NEW ORLEANS, LOUISIANA.  IN A
 BJ1342'CONCRETE
 BJ1342'RETAINING WALL ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN.
 BJ1342'OWNERSHIP IS THE ORLEANS PARISH LEVEE BOARD, SUITE 202, ADMINISTRATION
 BJ1342'BUILDING, LAKEFRONT AIRPORT, STARS AND STRIPES BOULEVARD, NEW ORLEANS,
 BJ1342'LA. PHONE  504 246-4000.
 BJ1342' 
 BJ1342'TO REACH THIS STATION FROM THE JUNCTION OF INTERSTATE 10 AND CAUSEWAY
 BJ1342'BOULEVARD, GO NORTH FOR 0.35 MILES ON CAUSEWAY BOULEVARD TO THE
 BJ1342'JUNCTION WITH VETERANS BOULEVARD.  RIGHT AND GO EAST FOR 2.4 MILES ON
 BJ1342'VETERANS BOULEVARD TO THE JUNCTION WITH WEST END BOULEVARD, TURN
 BJ1342'LEFT AND GO NORTH FOR 1.6 MILES ON WEST END BOULEVARD WHICH TURNS INTO
 BJ1342'LAKESHORE DRIVE TO THE COAST GUARD
 BJ1342' 
 BJ1342'STATION ON LEFT AND STATION ON THE LEFT. .   STATION IS SET IN THE
 BJ1342'SEAWALL.  IT
 BJ1342'IS 217.0 FEET NORTH-NORTHWEST FROM THE CENTER OF LAKESHORE DRIVE, 69.5
 BJ1342'FEET EAST-NORTHEAST FROM TH EAST GATE POST AT THE ENTRANCE OF THE
 BJ1342'COAST GUARD STATION, 23.5 FEET NORTH FROM THE CENTER OF THE DRIVE INTO
 BJ1342'COAST GUARD STATION, 15.0 FEET WEST-SOUTHWEST FROM THE SEAM IN THE SEA
 BJ1342'WALL, 89.6 FEET EAST OF ALCO REFERENCE MARK, 23.6 FEET NORTHEAST OF A
 BJ1342'UTILITY LIGHT POLE, AND FLUSH WITH TOP OF THE SEAWALL AND ABOUT LEVEL
 BJ1342'WITH ROAD.
 BJ1342' 
 BJ1342'
 BJ1342
 BJ1342                          STATION RECOVERY (2003)
 BJ1342
 BJ1342'RECOVERY NOTE BY 3001, INC 2003 (KD)
 BJ1342'THE STATION IS LOCATED IN NEW ORLEANS ON A SEA WALL BESIDE JOES
 BJ1342'RESTURANT AT THE LAKE  SHORE. ITI IS NEXT TO A GREEN AND WHITE LIGHT
 BJ1342'HOUSE. THE STATION IS 3.8 MILES FROM METAIRIE,  8.0 MILES FROM KENNER,
 BJ1342'AND 10.7 MILES FROM CHALMETTE.
 BJ1342' 
 BJ1342'OWNERSHIP- UNKNOWN
 BJ1342' 
 BJ1342'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND I-610 DRIVE
 BJ1342'NORTH ON WEST END  BLVD. FOR 1.7 MILES. THE ROAD BECOMES LAKE FRONT
 BJ1342'DRIVE. KEEP GOING FOR 0.4 MILES TO A  CURVE IN THE ROAD. TURN INTO
 BJ1342'JOE'S RESTURANT PARKING LOT ON THE LEFT SIDE OF THE ROAD.  THE STATION
 BJ1342'IS LOCATED NORTH OF THE PARKING AREA IN THE SEAWALL.
 BJ1342' 
 BJ1342'THE STATION IS A TRIANGULATION STATION DISK SET FLUSH IN A SEAWALL. IT
 BJ1342'IS LOCATED 68.7 FT.  EAST FROM THE CORNER OF THE SEAWALL, 23.5 FT.
 BJ1342'NORTHEAST FROM A LIGHT POLE, AND 54 FEET  NORTHWEST OF A STORM DRAIN.
 BJ1342
 BJ1342                          STATION RECOVERY (2004)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BJ1342'RECOVERED AS DESCRIBED.
 BJ1342
 BJ1342                          STATION RECOVERY (2004)
 BJ1342
 BJ1342'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ1342'RECOVERED IN GOOD CONDITION.
 BJ1342
 BJ1342                          STATION RECOVERY (2005)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 BJ1342'RECOVERED AS DESCRIBED.
 BJ1342
 BJ1342                          STATION RECOVERY (2006)
 BJ1342
 BJ1342'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 BJ1342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2887 ***********************************************************************
 BX2887  DESIGNATION -  ALCO
 BX2887  PID         -  BX2887
 BX2887  STATE/COUNTY-  LA/VERNON
 BX2887  USGS QUAD   -  KURTHWOOD (1972)
 BX2887
 BX2887                         *CURRENT SURVEY CONTROL
 BX2887  ___________________________________________________________________
 BX2887* NAD 83(1992)-  31 18 00.46335(N)    093 07 48.07232(W)     ADJUSTED  
 BX2887* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 BX2887  ___________________________________________________________________
 BX2887  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 BX2887  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX2887
 BX2887  HORZ ORDER  -  FIRST
 BX2887
 BX2887.The horizontal coordinates were established by classical geodetic methods
 BX2887.and adjusted by the National Geodetic Survey in January 1993..
 BX2887
 BX2887.The orthometric height was scaled from a topographic map.
 BX2887
 BX2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2887
 BX2887.The geoid height was determined by GEOID03.
 BX2887
 BX2887;                    North         East     Units Scale Factor Converg.
 BX2887;SPC LA N     -    88,889.839   940,021.661   MT  0.99997242   -0 19 59.1
 BX2887;SPC LA N     -   291,632.75  3,084,054.40   sFT  0.99997242   -0 19 59.1
 BX2887;UTM  15      - 3,462,871.802   487,626.535   MT  0.99960189   -0 04 03.2
 BX2887
 BX2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2887!SPC LA N     -   0.99998529  x   0.99997242  =   0.99995771
 BX2887!UTM  15      -   0.99998529  x   0.99960189  =   0.99958719
 BX2887
 BX2887:                Primary Azimuth Mark                     Grid Az
 BX2887:SPC LA N     -  ALCO MERIDAN LUMBER CO TANK              024 46 43.7
 BX2887:UTM  15      -  ALCO MERIDAN LUMBER CO TANK              024 30 47.8
 BX2887
 BX2887|---------------------------------------------------------------------|
 BX2887| PID    Reference Object                     Distance      Geod. Az  |
 BX2887|                                                           dddmmss.s |
 BX2887| BX2885 ALCO MERIDAN LUMBER CO TANK         APPROX. 3.7 KM 0242644.6 |
 BX2887| CV7989 ALCO RM 1                            32.754 METERS 14606     |
 BX2887| CV7988 ALCO AZ MK                                         2884857.2 |
 BX2887| BX2890 KURTHWOOD ANDERSON LUMBER TK        APPROX. 5.2 KM 3152228.2 |
 BX2887| CV7990 ALCO RM 2                            28.325 METERS 34742     |
 BX2887|---------------------------------------------------------------------|
 BX2887
 BX2887                          SUPERSEDED SURVEY CONTROL
 BX2887
 BX2887  NAD 83(1986)-  31 18 00.47761(N)    093 07 48.06507(W) AD(       ) 1
 BX2887  NAD 27      -  31 17 59.81801(N)    093 07 47.47732(W) AD(       ) 1
 BX2887
 BX2887.Superseded values are not recommended for survey control.
 BX2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2887.See file dsdata.txt to determine how the superseded data were derived.
 BX2887
 BX2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8762762872(NAD 83)
 BX2887_MARKER: DS = TRIANGULATION STATION DISK
 BX2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2887
 BX2887  HISTORY     - Date     Condition        Report By
 BX2887  HISTORY     - 1941     MONUMENTED       CGS
 BX2887  HISTORY     - 1952     GOOD             AMS
 BX2887  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2887
 BX2887                          STATION DESCRIPTION
 BX2887
 BX2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2887'STATION IS ABOUT 3-1/2 MILES SE OF THE VILLAGE OF KURTHWOOD,
 BX2887'ON A LOW HILL, WHICH IS ABOUT THE HIGHEST POINT ON A LARGE
 BX2887'TRACT OF CUT-OVER TIMBER LAND, ABOUT 60 YARDS N OF A DIRT
 BX2887'ROAD, AND 7 FEET E OF A WHITE REFERENCE POST.  IT IS STAMPED
 BX2887'ALCO 1941 AND PROJECTS ABOUT 8 INCHES.
 BX2887'
 BX2887'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2887'BRONZE DISKS SET IN CONCRETE.
 BX2887'
 BX2887'REFERENCE MARK NO. 1 IS STAMPED ALCO NO. 1 1941 AND PROJECTS
 BX2887'ABOUT 6 INCHES.  REFERENCE MARK NO. 2 IS STAMPED ALCO NO. 2
 BX2887'1941 AND PROJECTS ABOUT 6 INCHES.
 BX2887'
 BX2887'THE AZIMUTH MARK IS 11 FEET N OF THE CENTER OF A DIRT ROAD AND
 BX2887'3 FEET SW OF A WHITE REFERENCE POST.  IT IS STAMPED ALCO
 BX2887'1941 AND PROJECTS ABOUT 6 INCHES.
 BX2887'
 BX2887'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39
 BX2887'AND STATE HIGHWAY 504, AT THE W EDGE OF KURTHWOOD, GO S ON
 BX2887'STATE HIGHWAY 39 FOR 1.85 MILES TO A DIRT SIDE ROAD LEFT, TURN
 BX2887'LEFT, AND FOLLOW MAIN DIRT ROAD 2.9 MILES TO THE AZIMUTH MARK
 BX2887'ON THE LEFT, CONTINUE ON MAIN ROAD 0.5 MILE TO THE TOP OF
 BX2887'A GRADE, LEAVE ROAD AND TURN LEFT UPHILL ABOUT 60 YARDS TO
 BX2887'THE HIGHEST POINT AND STATION.
 BX2887'
 BX2887'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2887
 BX2887                          STATION RECOVERY (1952)
 BX2887
 BX2887'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BX2887'STATION RECOVERED IN GOOD CONDITION 0.4 FEET ABOVE GROUND.
 BX2887'INTERSECTION OF ROADS IS 106 FEET SW OF STATION.  243 FEET
 BX2887'SE OF STATION.  307.4 FEET NE OF STATION.
 BX2887'
 BX2887'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BX2887
 BX2887                          STATION RECOVERY (1994)
 BX2887
 BX2887'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2885 ***********************************************************************
 BX2885  DESIGNATION -  ALCO MERIDAN LUMBER CO TANK
 BX2885  PID         -  BX2885
 BX2885  STATE/COUNTY-  LA/VERNON
 BX2885  USGS QUAD   -  SIMPSON NORTH (1954)
 BX2885
 BX2885                         *CURRENT SURVEY CONTROL
 BX2885  ___________________________________________________________________
 BX2885* NAD 83(1992)-  31 19 50.67020(N)    093 06 49.70696(W)     ADJUSTED  
 BX2885* NAVD 88     -                                                        
 BX2885  ___________________________________________________________________
 BX2885  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BX2885  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX2885
 BX2885  HORZ ORDER  -  THIRD
 BX2885
 BX2885.The horizontal coordinates were established by classical geodetic methods
 BX2885.and adjusted by the National Geodetic Survey in January 1993..
 BX2885
 BX2885
 BX2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2885
 BX2885.The geoid height was determined by GEOID03.
 BX2885
 BX2885;                    North         East     Units Scale Factor Converg.
 BX2885;SPC LA N     -    92,275.039   941,584.319   MT  0.99996685   -0 19 28.3
 BX2885;SPC LA N     -   302,739.02  3,089,181.22   sFT  0.99996685   -0 19 28.3
 BX2885;UTM  15      - 3,466,262.957   489,172.924   MT  0.99960145   -0 03 33.0
 BX2885
 BX2885                          SUPERSEDED SURVEY CONTROL
 BX2885
 BX2885  NAD 83(1986)-  31 19 50.68456(N)    093 06 49.69919(W) AD(       ) 4
 BX2885  NAD 27      -  31 19 50.02758(N)    093 06 49.11017(W) AD(       ) 3
 BX2885
 BX2885.Superseded values are not recommended for survey control.
 BX2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2885.See file dsdata.txt to determine how the superseded data were derived.
 BX2885
 BX2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8917366263(NAD 83)
 BX2885_MARKER: 53 = ELEVATED TANK
 BX2885
 BX2885  HISTORY     - Date     Condition        Report By
 BX2885  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2885  HISTORY     - 1943     GOOD             USE
 BX2885  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2885
 BX2885                          STATION DESCRIPTION
 BX2885
 BX2885'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2885'THIS INTERSECTION STATION IS ABOUT 3-1/2 MILES SE OF THE VILLAGE
 BX2885'OF KURTHWOOD IN THE SETTLEMENT OF ALCO, ABOUT 0.25 MILE E OF
 BX2885'THE ALCO POST OFFICE ON THE MILL PROPERTY OF THE MERIDAN
 BX2885'LUMBER COMPANY.  IT IS THE APEX OF THE CONICAL ROOF OF THE
 BX2885'BLACK STEEL WATER TANK ATOP THE 115 FOOT FOUR-LEGGED STEEL
 BX2885'TRUSSWORK.
 BX2885
 BX2885                          STATION RECOVERY (1943)
 BX2885
 BX2885'RECOVERY NOTE BY US ENGINEERS 1943
 BX2885'$
 BX2885'THE WATER TANK IS STILL STANDING AND APPEARS TO BE IN GOOD
 BX2885'CONDITION.
 BX2885
 BX2885                          STATION RECOVERY (1994)
 BX2885
 BX2885'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1899 ***********************************************************************
 CQ1899  DESIGNATION -  ALDEN BRIDGE BOLT
 CQ1899  PID         -  CQ1899
 CQ1899  STATE/COUNTY-  LA/BOSSIER
 CQ1899  USGS QUAD   -  HUGHES (1981)
 CQ1899
 CQ1899                         *CURRENT SURVEY CONTROL
 CQ1899  ___________________________________________________________________
 CQ1899* NAD 83(1986)-  32 46 27.     (N)    093 43 06.     (W)     SCALED    
 CQ1899* NAVD 88     -        65.824  (meters)     215.96   (feet)  ADJUSTED  
 CQ1899  ___________________________________________________________________
 CQ1899  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ1899  DYNAMIC HT  -          65.750 (meters)     215.71  (feet)  COMP
 CQ1899  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CQ1899
 CQ1899  VERT ORDER  -  FIRST     CLASS II
 CQ1899
 CQ1899.The horizontal coordinates were scaled from a topographic map and have
 CQ1899.an estimated accuracy of +/- 6 seconds.
 CQ1899
 CQ1899.The orthometric height was determined by differential leveling
 CQ1899.and adjusted by the National Geodetic Survey in June 1991..
 CQ1899.WARNING-Repeat measurements at this control monument indicate possible
 CQ1899.vertical movement.
 CQ1899
 CQ1899.The geoid height was determined by GEOID03.
 CQ1899
 CQ1899.The dynamic height is computed by dividing the NAVD 88
 CQ1899.geopotential number by the normal gravity value computed on the
 CQ1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1899.degrees latitude (g = 980.6199 gals.).
 CQ1899
 CQ1899.The modeled gravity was interpolated from observed gravity values.
 CQ1899
 CQ1899;                    North         East    Units  Estimated Accuracy
 CQ1899;SPC LA N     -   252,800.      885,850.      MT  (+/- 180 meters Scaled)
 CQ1899
 CQ1899                          SUPERSEDED SURVEY CONTROL
 CQ1899
 CQ1899  NGVD 29 (??/??/??)   65.893  (m)          216.18   (f) ADJUSTED    1 2
 CQ1899
 CQ1899.Superseded values are not recommended for survey control.
 CQ1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1899.See file dsdata.txt to determine how the superseded data were derived.
 CQ1899
 CQ1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS327264(NAD 83)
 CQ1899_MARKER: B = BOLT
 CQ1899_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1899_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1899
 CQ1899  HISTORY     - Date     Condition        Report By
 CQ1899  HISTORY     - UNK      MONUMENTED       DOD
 CQ1899  HISTORY     - 1969     GOOD             LADH
 CQ1899
 CQ1899                          STATION DESCRIPTION
 CQ1899
 CQ1899'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1899'5.3 MI N FROM BENTON.
 CQ1899'5.3 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILROAD FROM THE STATION
 CQ1899'AT BENTON, AT THE ALDEN BRIDGE SIDING, 10 POLES NORTH OF MILEPOST 432,
 CQ1899'THE TOP OF A ROUND HEADED COPPER BOLT SET IN A BLOCK OF LIMESTONE
 CQ1899'ABOUT 3 FEET BELOW THE GROUND, 266 FEET WEST OF WEST RAIL OF MAIN
 CQ1899'TRACK, 292 FEET WEST AND ACROSS MAIN TRACK FROM A SWITCH STAND, AT THE
 CQ1899'NORTH EDGE OF THE THICK TIMBER AND HEAVY UNDERGROWTH, ACCESS TO THE
 CQ1899'MARK IS HAD THROUGH AN IRON PIPE, ON THE TOP OF WHICH IS BOLTED AN
 CQ1899'IRON CAP, AND 0.6 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1898 ***********************************************************************
 CQ1898  DESIGNATION -  ALDEN BRIDGE CAP
 CQ1898  PID         -  CQ1898
 CQ1898  STATE/COUNTY-  LA/BOSSIER
 CQ1898  USGS QUAD   -  HUGHES (1981)
 CQ1898
 CQ1898                         *CURRENT SURVEY CONTROL
 CQ1898  ___________________________________________________________________
 CQ1898* NAD 83(1986)-  32 46 27.     (N)    093 43 06.     (W)     SCALED    
 CQ1898* NAVD 88     -        67.042  (meters)     219.95   (feet)  ADJUSTED  
 CQ1898  ___________________________________________________________________
 CQ1898  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ1898  DYNAMIC HT  -          66.968 (meters)     219.71  (feet)  COMP
 CQ1898  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CQ1898
 CQ1898  VERT ORDER  -  FIRST     CLASS II
 CQ1898
 CQ1898.The horizontal coordinates were scaled from a topographic map and have
 CQ1898.an estimated accuracy of +/- 6 seconds.
 CQ1898
 CQ1898.The orthometric height was determined by differential leveling
 CQ1898.and adjusted by the National Geodetic Survey in June 1991..
 CQ1898.WARNING-Repeat measurements at this control monument indicate possible
 CQ1898.vertical movement.
 CQ1898
 CQ1898.The geoid height was determined by GEOID03.
 CQ1898
 CQ1898.The dynamic height is computed by dividing the NAVD 88
 CQ1898.geopotential number by the normal gravity value computed on the
 CQ1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1898.degrees latitude (g = 980.6199 gals.).
 CQ1898
 CQ1898.The modeled gravity was interpolated from observed gravity values.
 CQ1898
 CQ1898;                    North         East    Units  Estimated Accuracy
 CQ1898;SPC LA N     -   252,800.      885,850.      MT  (+/- 180 meters Scaled)
 CQ1898
 CQ1898                          SUPERSEDED SURVEY CONTROL
 CQ1898
 CQ1898  NGVD 29 (??/??/??)   67.112  (m)          220.18   (f) ADJUSTED    1 2
 CQ1898
 CQ1898.Superseded values are not recommended for survey control.
 CQ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1898.See file dsdata.txt to determine how the superseded data were derived.
 CQ1898
 CQ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS327264(NAD 83)
 CQ1898_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1898_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1898_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1898
 CQ1898  HISTORY     - Date     Condition        Report By
 CQ1898  HISTORY     - UNK      MONUMENTED       DOD
 CQ1898  HISTORY     - 1969     GOOD             LADH
 CQ1898
 CQ1898                          STATION DESCRIPTION
 CQ1898
 CQ1898'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1898'5.3 MI N FROM BENTON.
 CQ1898'5.3 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILROAD FROM THE STATION
 CQ1898'AT BENTON, AT THE ALDEN BRIDGE SIDING, 10 POLES NORTH OF MILEPOST 432,
 CQ1898'266 FEET WEST OF WEST RAIL OF MAIN TRACK, 292 FEET WEST AND ACROSS
 CQ1898'MAIN TRACK FROM A SWITCH STAND, AT THE NORTH EDGE OF THE THICK TIMBER
 CQ1898'AND HEAVY UNDER GROWTH, 0.6 FOOT NORTH OF A METAL WITNESS POST, AN
 CQ1898'IRON CAP BOLTED ON AN IRON PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2639 ***********************************************************************
 BX2639  DESIGNATION -  ALEXANDRIA
 BX2639  PID         -  BX2639
 BX2639  STATE/COUNTY-  LA/RAPIDES
 BX2639  USGS QUAD   -  ALEXANDRIA (1992)
 BX2639
 BX2639                         *CURRENT SURVEY CONTROL
 BX2639  ___________________________________________________________________
 BX2639* NAD 83(1992)-  31 19 32.53416(N)    092 28 26.76401(W)     ADJUSTED  
 BX2639* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 BX2639  ___________________________________________________________________
 BX2639  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BX2639  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX2639
 BX2639  HORZ ORDER  -  FIRST
 BX2639
 BX2639.The horizontal coordinates were established by classical geodetic methods
 BX2639.and adjusted by the National Geodetic Survey in January 1993..
 BX2639
 BX2639.The orthometric height was scaled from a topographic map.
 BX2639
 BX2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2639
 BX2639.The geoid height was determined by GEOID03.
 BX2639
 BX2639;                    North         East     Units Scale Factor Converg.
 BX2639;SPC LA N     -    91,551.354 1,002,464.928   MT  0.99996774   +0 00 49.3
 BX2639;SPC LA N     -   300,364.73  3,288,920.35   sFT  0.99996774   +0 00 49.3
 BX2639;UTM  15      - 3,465,818.408   550,034.370   MT  0.99963088   +0 16 24.3
 BX2639
 BX2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2639!SPC LA N     -   1.00000039  x   0.99996774  =   0.99996813
 BX2639!UTM  15      -   1.00000039  x   0.99963088  =   0.99963127
 BX2639
 BX2639:                Primary Azimuth Mark                     Grid Az
 BX2639:SPC LA N     -  FLINT=I 13 RESET                         294 22 24.6
 BX2639:UTM  15      -  FLINT=I 13 RESET                         294 06 49.6
 BX2639
 BX2639|---------------------------------------------------------------------|
 BX2639| PID    Reference Object                     Distance      Geod. Az  |
 BX2639|                                                           dddmmss.s |
 BX2639| AA7626 FLINT=I 13 RESET                    APPROX. 5.2 KM 2942313.9 |
 BX2639| CY3248 ALEXANDRIA RM                        15.597 METERS 32024     |
 BX2639|---------------------------------------------------------------------|
 BX2639
 BX2639                          SUPERSEDED SURVEY CONTROL
 BX2639
 BX2639  NAD 83(1986)-  31 19 32.55310(N)    092 28 26.76043(W) AD(       ) 1
 BX2639  NAD 27      -  31 19 31.89980(N)    092 28 26.26182(W) AD(       ) 1
 BX2639
 BX2639.Superseded values are not recommended for survey control.
 BX2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2639.See file dsdata.txt to determine how the superseded data were derived.
 BX2639
 BX2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5003465818(NAD 83)
 BX2639_MARKER: DS = TRIANGULATION STATION DISK
 BX2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2639
 BX2639  HISTORY     - Date     Condition        Report By
 BX2639  HISTORY     - 1919     MONUMENTED       CGS
 BX2639  HISTORY     - 1935     GOOD             CGS
 BX2639  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX2639  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2639
 BX2639                          STATION DESCRIPTION
 BX2639
 BX2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2639'STATION IS ABOUT 1-1/8 MILES W OF UNION STATION AT ALEXANDRIA,
 BX2639'ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, 16 TELEGRAPH
 BX2639'POLES W OF MILEPOST NO. 196, 10 TELEGRAPH POLES W OF SIGNBOARD
 BX2639'RAILROAD CROSSING 2,000 FEET AND 7 METERS (23 FEET) N OF
 BX2639'CENTER LINE OF MAIN TRACK.
 BX2639'
 BX2639'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2639'DISKS SET IN CONCRETE.
 BX2639'
 BX2639'REFERENCE MARK IS 15.597 METERS (51.17 FEET) FROM STATION
 BX2639'N 39 DEG 37 MIN SEC W.
 BX2639
 BX2639                          STATION RECOVERY (1935)
 BX2639
 BX2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2639'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 BX2639'MARK WAS FOUND IN MUD AND APPARENTLY OUT OF ORIGINAL LOCATION.
 BX2639'
 BX2639'ADDITIONAL DESCRIPTION FOLLOWS--IT IS 116.5 FEET N OF 12TH
 BX2639'TELEGRAPH POLE NW OF MILEPOST NO. 196, 85.0 FEET NE OF 13TH
 BX2639'TELEGRAPH POLE NW OF MILEPOST NO. 196, 503 FEET NW OF AUTOMATIC
 BX2639'SIGNAL NO. 1962, 13.2 FEET SE OF TELEGRAPH POLE NO. 6810.
 BX2639'THIS POLE HAS A TRIANGLE FORMED BY 3 COCA COLA CAPS NAILED
 BX2639'TO SIDE FACING STATION.  ALL MARKS ARE STAMPED ALEXANDRIA 1919.
 BX2639'
 BX2639'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET
 BX2639'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, 4.3 FEET SW OF N FENCE
 BX2639'OF RIGHT-OF-WAY, 42.5 FEET NE OF N RAIL.  38.1 FEET NE OF
 BX2639'TELEGRAPH POLE NO. 6810, 15.52 METERS (50.92 FEET) FROM
 BX2639'STATION N 39 DEG 31 MIN 52 SEC W.
 BX2639'
 BX2639'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BX2639'IN A 14-BY 14-BY 30-INCH CONCRETE PIER ON RAILROAD RIGHT-OF-WAY,
 BX2639'1.3 FEET S OF N FENCE LINE, 45 FEET NE OF NE RAIL, 47.8 FEET
 BX2639'SE OF CROSS CUT ON N END OF CONCRETE CULVERT AND 40.430 METERS
 BX2639'(132.62 FEET) FROM STATION S 75 DEG 20 MIN 09
 BX2639'SEC E. TO REFERENCE MARK NO. 1 IT IS 53.790 METERS (176.37 FEET)
 BX2639'N 65 DEG 67 MIN 15 SEC W.
 BX2639'
 BX2639'TO REACH STATION GO W ON PAVED HIGHWAY 71, TO FILLING STATION
 BX2639'ON W SIDE OF OVAL AND JUST W OF NEW HIGHWAY, TAKE GRAVEL
 BX2639'ROAD NE TO RAILROAD, THEN W DOWN TRACKS, 503 FEET W OF AUTOMATIC
 BX2639'TRAIN SIGNAL NO. 1962.
 BX2639
 BX2639                          STATION RECOVERY (1977)
 BX2639
 BX2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRG)
 BX2639'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE
 BX2639
 BX2639                          STATION RECOVERY (1999)
 BX2639
 BX2639'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2647 ***********************************************************************
 BX2647  DESIGNATION -  ALEXANDRIA COMPRESS CO TANK
 BX2647  PID         -  BX2647
 BX2647  STATE/COUNTY-  LA/RAPIDES
 BX2647  USGS QUAD   -  ALEXANDRIA (1992)
 BX2647
 BX2647                         *CURRENT SURVEY CONTROL
 BX2647  ___________________________________________________________________
 BX2647* NAD 83(1992)-  31 18 14.96571(N)    092 26 30.30050(W)     ADJUSTED  
 BX2647* NAVD 88     -                                                        
 BX2647  ___________________________________________________________________
 BX2647  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BX2647  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX2647
 BX2647  HORZ ORDER  -  THIRD
 BX2647
 BX2647.The horizontal coordinates were established by classical geodetic methods
 BX2647.and adjusted by the National Geodetic Survey in January 1993..
 BX2647
 BX2647
 BX2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2647
 BX2647.The geoid height was determined by GEOID03.
 BX2647
 BX2647;                    North         East     Units Scale Factor Converg.
 BX2647;SPC LA N     -    89,163.624 1,005,545.217   MT  0.99997167   +0 01 50.9
 BX2647;SPC LA N     -   292,530.99  3,299,026.27   sFT  0.99997167   +0 01 50.9
 BX2647;UTM  15      - 3,463,445.453   553,124.401   MT  0.99963481   +0 17 24.2
 BX2647
 BX2647                          SUPERSEDED SURVEY CONTROL
 BX2647
 BX2647  NAD 83(1986)-  31 18 14.98487(N)    092 26 30.29620(W) AD(       ) 4
 BX2647  NAD 27      -  31 18 14.32621(N)    092 26 29.80354(W) AD(       ) 3
 BX2647
 BX2647.Superseded values are not recommended for survey control.
 BX2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2647.See file dsdata.txt to determine how the superseded data were derived.
 BX2647
 BX2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5312463445(NAD 83)
 BX2647_MARKER: 53 = ELEVATED TANK
 BX2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2647+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BX2647
 BX2647  HISTORY     - Date     Condition        Report By
 BX2647  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2647  HISTORY     - 1959     GOOD             CGS
 BX2647  HISTORY     - 19930612 GOOD             USPSQD
 BX2647  HISTORY     - 19990424 GOOD             USPSQD
 BX2647  HISTORY     - 20050204 GOOD             USPSQD
 BX2647
 BX2647                          STATION DESCRIPTION
 BX2647
 BX2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2647'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BX2647'VISITED 10-13-59 AND WAS FOUND IN GOOD CONDITION.  THE TANK
 BX2647'IS NOW THE WEST ONE AND TALLER OF THE TWO COMPRESS CO. WATER
 BX2647'TANKS.  THE TANK HAS THE LETTERS AMERICAN COMPRESS CO PAINTED
 BX2647'IN BLACK LETTERS ON A SILVER TANK, THE OTHER TANK HAS NO
 BX2647'PRINTING ON IT.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING
 BX2647'A TANK ON ITS TOP.  IT IS 0.25 MILE OR THREE BLOCKS SOUTH
 BX2647'ON XAVIER STREET FROM ITS JUNCTION WITH THIRD AVE. ABOUT
 BX2647'300 FEET EAST OF THE SOUTHERN RAILROAD TRACKS AT THE
 BX2647'NORTHWEST END OF A LARGE WAREHOUSE.  IT IS ABOUT 120 FEET
 BX2647'HIGH.
 BX2647
 BX2647                          STATION RECOVERY (1993)
 BX2647
 BX2647'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2647'RECOVERED IN GOOD CONDITION.
 BX2647
 BX2647                          STATION RECOVERY (1999)
 BX2647
 BX2647'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2647'RECOVERED IN GOOD CONDITION.
 BX2647
 BX2647                          STATION RECOVERY (2005)
 BX2647
 BX2647'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX2647'TANK NOW IS LABELED WITH THE NEW COMPANY NAME, COTTON STORAGE INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2666 ***********************************************************************
 BX2666  DESIGNATION -  ALEXANDRIA E MUN TANK
 BX2666  PID         -  BX2666
 BX2666  STATE/COUNTY-  LA/RAPIDES
 BX2666  USGS QUAD   -  ALEXANDRIA (1992)
 BX2666
 BX2666                         *CURRENT SURVEY CONTROL
 BX2666  ___________________________________________________________________
 BX2666* NAD 83(1992)-  31 17 14.14267(N)    092 25 26.29681(W)     ADJUSTED  
 BX2666* NAVD 88     -                                                        
 BX2666  ___________________________________________________________________
 BX2666  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BX2666  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2666
 BX2666  HORZ ORDER  -  THIRD
 BX2666
 BX2666.The horizontal coordinates were established by classical geodetic methods
 BX2666.and adjusted by the National Geodetic Survey in January 1993..
 BX2666
 BX2666
 BX2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2666
 BX2666.The geoid height was determined by GEOID03.
 BX2666
 BX2666;                    North         East     Units Scale Factor Converg.
 BX2666;SPC LA N     -    87,291.465 1,007,239.021   MT  0.99997484   +0 02 24.7
 BX2666;SPC LA N     -   286,388.75  3,304,583.35   sFT  0.99997484   +0 02 24.7
 BX2666;UTM  15      - 3,461,581.602   554,826.080   MT  0.99963707   +0 17 57.0
 BX2666
 BX2666                          SUPERSEDED SURVEY CONTROL
 BX2666
 BX2666  NAD 83(1986)-  31 17 14.16188(N)    092 25 26.29236(W) AD(       ) 4
 BX2666  NAD 27      -  31 17 13.50108(N)    092 25 25.80209(W) AD(       ) 3
 BX2666
 BX2666.Superseded values are not recommended for survey control.
 BX2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2666.See file dsdata.txt to determine how the superseded data were derived.
 BX2666
 BX2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5482661582(NAD 83)
 BX2666_MARKER: 53 = ELEVATED TANK
 BX2666
 BX2666  HISTORY     - Date     Condition        Report By
 BX2666  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2666
 BX2666                          STATION DESCRIPTION
 BX2666
 BX2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2666'THE STATION IS THE FINIAL AT THE APEX OF THE TANK.  THE TANK IS
 BX2666'A RELATIVELY FLAT STRUCTURE, PAINTED WHITE, SUPPORTED BY
 BX2666'ELEVEN STRUCTURAL STEEL LEGS, PAINTED LIGHT BROWN WITH AN
 BX2666'OVERALL HEIGHT OF ABOUT 150 FEET.
 BX2666'
 BX2666'IT IS LOCATED IN A FENCED AREA IN THE SOUTH PART OF ALEXANDRIA
 BX2666'ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF WILLOW GLEN ROAD
 BX2666'AND 10 ST.
 BX2666'
 BX2666'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 1208-1 IN
 BX2666'THE SOUTH PART OF ALEXANDRIA GO WEST ON STATE HIGHWAY 1208-1
 BX2666'FOR 0.5 MILE TO THE INTERSECTION OF 10TH STREET ON THE RIGHT
 BX2666'AND DRIVEWAY LEADING TO THE TANK ON THE LEFT.  TURN LEFT FOR 0.1
 BX2666'MILE TO THE FENCE AND TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2701 ***********************************************************************
 BX2701  DESIGNATION -  ALEXANDRIA ENGLAND AFB NW TANK
 BX2701  PID         -  BX2701
 BX2701  STATE/COUNTY-  LA/RAPIDES
 BX2701  USGS QUAD   -  RAPIDES (1992)
 BX2701
 BX2701                         *CURRENT SURVEY CONTROL
 BX2701  ___________________________________________________________________
 BX2701* NAD 83(1992)-  31 19 32.24868(N)    092 32 09.78208(W)     ADJUSTED  
 BX2701* NAVD 88     -                                                        
 BX2701  ___________________________________________________________________
 BX2701  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BX2701  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX2701
 BX2701  HORZ ORDER  -  THIRD
 BX2701
 BX2701.The horizontal coordinates were established by classical geodetic methods
 BX2701.and adjusted by the National Geodetic Survey in January 1993..
 BX2701
 BX2701
 BX2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2701
 BX2701.The geoid height was determined by GEOID03.
 BX2701
 BX2701;                    North         East     Units Scale Factor Converg.
 BX2701;SPC LA N     -    91,542.838   996,568.882   MT  0.99996776   -0 01 08.6
 BX2701;SPC LA N     -   300,336.79  3,269,576.41   sFT  0.99996776   -0 01 08.6
 BX2701;UTM  15      - 3,465,783.148   544,140.430   MT  0.99962403   +0 14 28.4
 BX2701
 BX2701                          SUPERSEDED SURVEY CONTROL
 BX2701
 BX2701  NAD 83(1986)-  31 19 32.26802(N)    092 32 09.77859(W) AD(       ) 4
 BX2701  NAD 27      -  31 19 31.60977(N)    092 32 09.27331(W) AD(       ) 3
 BX2701
 BX2701.Superseded values are not recommended for survey control.
 BX2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2701.See file dsdata.txt to determine how the superseded data were derived.
 BX2701
 BX2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4414065783(NAD 83)
 BX2701_MARKER: 51 = TANK
 BX2701
 BX2701  HISTORY     - Date     Condition        Report By
 BX2701  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2701
 BX2701                          STATION DESCRIPTION
 BX2701
 BX2701'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2702 ***********************************************************************
 BX2702  DESIGNATION -  ALEXANDRIA ENGLAND AFB CON TWR
 BX2702  PID         -  BX2702
 BX2702  STATE/COUNTY-  LA/RAPIDES
 BX2702  USGS QUAD   -  RAPIDES (1992)
 BX2702
 BX2702                         *CURRENT SURVEY CONTROL
 BX2702  ___________________________________________________________________
 BX2702* NAD 83(1992)-  31 19 25.70159(N)    092 32 37.20646(W)     ADJUSTED  
 BX2702* NAVD 88     -                                                        
 BX2702  ___________________________________________________________________
 BX2702  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BX2702  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX2702
 BX2702  HORZ ORDER  -  THIRD
 BX2702
 BX2702.The horizontal coordinates were established by classical geodetic methods
 BX2702.and adjusted by the National Geodetic Survey in January 1993..
 BX2702
 BX2702
 BX2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2702
 BX2702.The geoid height was determined by GEOID03.
 BX2702
 BX2702;                    North         East     Units Scale Factor Converg.
 BX2702;SPC LA N     -    91,341.470   995,843.767   MT  0.99996808   -0 01 23.1
 BX2702;SPC LA N     -   299,676.14  3,267,197.43   sFT  0.99996808   -0 01 23.1
 BX2702;UTM  15      - 3,465,578.558   543,416.487   MT  0.99962325   +0 14 14.1
 BX2702
 BX2702                          SUPERSEDED SURVEY CONTROL
 BX2702
 BX2702  NAD 83(1986)-  31 19 25.72089(N)    092 32 37.20275(W) AD(       ) 4
 BX2702  NAD 27      -  31 19 25.06255(N)    092 32 36.69466(W) AD(       ) 3
 BX2702
 BX2702.Superseded values are not recommended for survey control.
 BX2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2702.See file dsdata.txt to determine how the superseded data were derived.
 BX2702
 BX2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4341665579(NAD 83)
 BX2702_MARKER: 55 = TOWER
 BX2702
 BX2702  HISTORY     - Date     Condition        Report By
 BX2702  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2702
 BX2702                          STATION DESCRIPTION
 BX2702
 BX2702'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2655 ***********************************************************************
 BX2655  DESIGNATION -  ALEXANDRIA KELLOGG LMBR CO TK
 BX2655  PID         -  BX2655
 BX2655  STATE/COUNTY-  LA/RAPIDES
 BX2655  USGS QUAD   -  ALEXANDRIA (1992)
 BX2655
 BX2655                         *CURRENT SURVEY CONTROL
 BX2655  ___________________________________________________________________
 BX2655* NAD 83(1992)-  31 17 03.87074(N)    092 26 43.48910(W)     ADJUSTED  
 BX2655* NAVD 88     -                                                        
 BX2655  ___________________________________________________________________
 BX2655  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BX2655  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BX2655
 BX2655  HORZ ORDER  -  THIRD
 BX2655
 BX2655.The horizontal coordinates were established by classical geodetic methods
 BX2655.and adjusted by the National Geodetic Survey in January 1993..
 BX2655
 BX2655
 BX2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2655
 BX2655.The geoid height was determined by GEOID03.
 BX2655
 BX2655;                    North         East     Units Scale Factor Converg.
 BX2655;SPC LA N     -    86,973.883 1,005,197.565   MT  0.99997539   +0 01 43.9
 BX2655;SPC LA N     -   285,346.81  3,297,885.68   sFT  0.99997539   +0 01 43.9
 BX2655;UTM  15      - 3,461,254.904   552,786.773   MT  0.99963437   +0 17 16.8
 BX2655
 BX2655                          SUPERSEDED SURVEY CONTROL
 BX2655
 BX2655  NAD 83(1986)-  31 17 03.88996(N)    092 26 43.48473(W) AD(       ) 4
 BX2655  NAD 27      -  31 17 03.22962(N)    092 26 42.99198(W) AD(       ) 3
 BX2655
 BX2655.Superseded values are not recommended for survey control.
 BX2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2655.See file dsdata.txt to determine how the superseded data were derived.
 BX2655
 BX2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5278761255(NAD 83)
 BX2655_MARKER: 53 = ELEVATED TANK
 BX2655
 BX2655  HISTORY     - Date     Condition        Report By
 BX2655  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2655  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BX2655
 BX2655                          STATION DESCRIPTION
 BX2655
 BX2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2655'THE ALEXANDRIA, KELLOGG LUMBER CO. WATER TANK LOCATED IN
 BX2655'1934 IS BELIEVED TO BE THE ARKANSAS OAK FLOORING CO. WATER
 BX2655'TANK.  THE OFFICIALS OF THE ARKANSAS OAK FLOORING CO. STATE
 BX2655'THAT THEIR TANK IS IN THE SAME POSITION AS IN 1934 AND WAS
 BX2655'THEN PAINTED BLACK WITH A FINIAL ON THE TOP.  THE OLD 1934
 BX2655'WATER TANK OF THE KELLOGG LUMBER CO. WAS SITUATED ABOUT 300
 BX2655'YARDS SOUTHEAST OF THIS TANK AND HAD A FLAT TOP WITH NO
 BX2655'FINIAL.  THIS TANK IS NOW DESTROYED.  A NEW KELLOGG LUMBER
 BX2655'CO. TANK HAS BEEN BUILT ABOUT 0.25 MILE NORTH-NORTHEAST OF
 BX2655'THE ARKANSAS OAK FLOORING CO. WATER TANK BUT IT ALSO HAS A
 BX2655'FLAT TOP WITH NO FINIAL.  THIS INDICATES THAT THE TANK CUT
 BX2655'IN IN 1934 WAS THE ARKANSAS OAK FLOORING CO. WATER TANK.
 BX2655'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON
 BX2655'ITS TOP.  IT IS ABOUT 125 FEET HIGH AND HAS A BALL ON
 BX2655'THE TOP.
 BX2655'
 BX2655'TO REACH THIS TANK FROM THE NORTHEAST CORNER OF THE TRAFFIC
 BX2655'CIRCLE AT THE SOUTHEAST EDGE OF ALEXANDRIA, GO NORTHEAST
 BX2655'ON MASONIC DRIVE FOR 0.6 MILE TO ITS JUNCTION WITH TEXAS
 BX2655'AVE. TURN RIGHT AND GO EAST ON TEXAS AVE. FOR 0.55 TO THE
 BX2655'JUNCTION WITH LEE STREET (TEXAS AVE CHANGES TO DALLAS STREET
 BX2655'AT LEE STREET).  CONTINUE EAST ON DALLAS STREET FOR 0.3
 BX2655'MILE TO THE RAILROAD TRACK AND THE WATER TANK ON THE RIGH,
 BX2655'260 FEET SOUTH OF DALLAS STREET AND 80 FEET EAST OF THE
 BX2655'CENTER OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2674 ***********************************************************************
 BX2674  DESIGNATION -  ALEXANDRIA LDH RAD KKW 474 MST
 BX2674  PID         -  BX2674
 BX2674  STATE/COUNTY-  LA/RAPIDES
 BX2674  USGS QUAD   -  ALEXANDRIA (1992)
 BX2674
 BX2674                         *CURRENT SURVEY CONTROL
 BX2674  ___________________________________________________________________
 BX2674* NAD 83(1992)-  31 15 38.70105(N)    092 27 21.49384(W)     ADJUSTED  
 BX2674* NAVD 88     -                                                        
 BX2674  ___________________________________________________________________
 BX2674  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BX2674  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BX2674
 BX2674  HORZ ORDER  -  THIRD
 BX2674
 BX2674.The horizontal coordinates were established by classical geodetic methods
 BX2674.and adjusted by the National Geodetic Survey in January 1993..
 BX2674
 BX2674
 BX2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2674
 BX2674.The geoid height was determined by GEOID03.
 BX2674
 BX2674;                    North         East     Units Scale Factor Converg.
 BX2674;SPC LA N     -    84,350.396 1,004,193.434   MT  0.99998000   +0 01 23.8
 BX2674;SPC LA N     -   276,739.59  3,294,591.29   sFT  0.99998000   +0 01 23.8
 BX2674;UTM  15      - 3,458,627.808   551,794.857   MT  0.99963309   +0 16 56.4
 BX2674
 BX2674                          SUPERSEDED SURVEY CONTROL
 BX2674
 BX2674  NAD 83(1986)-  31 15 38.72028(N)    092 27 21.48954(W) AD(       ) 4
 BX2674  NAD 27      -  31 15 38.05722(N)    092 27 20.99460(W) AD(       ) 3
 BX2674
 BX2674.Superseded values are not recommended for survey control.
 BX2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2674.See file dsdata.txt to determine how the superseded data were derived.
 BX2674
 BX2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5179558628(NAD 83)
 BX2674_MARKER: 42 = RADIO/TV MAST
 BX2674
 BX2674  HISTORY     - Date     Condition        Report By
 BX2674  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2674
 BX2674                          STATION DESCRIPTION
 BX2674
 BX2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX2674'THE STATION IS THE TOP-CENTER OF THE MAST.  THE MAST IS A
 BX2674'TRIANGULAR SHAPED, STRUCTURAL STEEL STRUCTURE, PAINTED
 BX2674'ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 330 FEET.
 BX2674'
 BX2674'IT IS LOCATED IN THE SOUTH EDGE OF ALEXANDRIA, IN THE SOUTH EDGE
 BX2674'OF LOUISIANA HIGHWAY DEPARTMENT DIVISION YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2624 ***********************************************************************
 BX2624  DESIGNATION -  ALEXANDRIA LSU TANK
 BX2624  PID         -  BX2624
 BX2624  STATE/COUNTY-  LA/RAPIDES
 BX2624  USGS QUAD   -  WOODWORTH EAST (1992)
 BX2624
 BX2624                         *CURRENT SURVEY CONTROL
 BX2624  ___________________________________________________________________
 BX2624* NAD 83(1992)-  31 10 34.84694(N)    092 24 51.67202(W)     ADJUSTED  
 BX2624* NAVD 88     -                                                        
 BX2624  ___________________________________________________________________
 BX2624  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BX2624  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BX2624
 BX2624  HORZ ORDER  -  THIRD
 BX2624
 BX2624.The horizontal coordinates were established by classical geodetic methods
 BX2624.and adjusted by the National Geodetic Survey in January 1993..
 BX2624
 BX2624
 BX2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2624
 BX2624.The geoid height was determined by GEOID03.
 BX2624
 BX2624;                    North         East     Units Scale Factor Converg.
 BX2624;SPC LA N     -    74,994.741 1,008,164.511   MT  0.99999782   +0 02 43.0
 BX2624;SPC LA N     -   246,045.25  3,307,619.73   sFT  0.99999782   +0 02 43.0
 BX2624;UTM  15      - 3,449,293.459   555,806.683   MT  0.99963841   +0 18 11.5
 BX2624
 BX2624                          SUPERSEDED SURVEY CONTROL
 BX2624
 BX2624  NAD 83(1986)-  31 10 34.86635(N)    092 24 51.66698(W) AD(       ) 4
 BX2624  NAD 27      -  31 10 34.19470(N)    092 24 51.17989(W) AD(       ) 3
 BX2624
 BX2624.Superseded values are not recommended for survey control.
 BX2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2624.See file dsdata.txt to determine how the superseded data were derived.
 BX2624
 BX2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5580749293(NAD 83)
 BX2624_MARKER: 53 = ELEVATED TANK
 BX2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2624+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2006
 BX2624
 BX2624  HISTORY     - Date     Condition        Report By
 BX2624  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2624  HISTORY     - 19990424 GOOD             USPSQD
 BX2624  HISTORY     - 20050318 GOOD             USPSQD
 BX2624  HISTORY     - 20060728 GOOD             NGS
 BX2624
 BX2624                          STATION DESCRIPTION
 BX2624
 BX2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2624'THE STATION IS THE BALL AT THE APEX OF THE TANK.  IT IS
 BX2624'AN ELEVATED TANK, SUPPORTED BY FOUR STEEL LEGS, PAINTED GREEN
 BX2624'WITH AN OVERALL HEIGHT OF 125 FEET.
 BX2624'
 BX2624'IT IS LOCATED IN THE SOUTH PART OF THE CAMPUS OF LOUISIANA STATE
 BX2624'UNIVERSITY, SCHOOL OF AGRICULTURE, ABOUT 5-1/2 MILES SOUTH OF
 BX2624'ALEXANDRIA AND 0.2 MILE EAST OF U.S. HIGHWAY 71.
 BX2624
 BX2624                          STATION RECOVERY (1999)
 BX2624
 BX2624'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2624'RECOVERED IN GOOD CONDITION.
 BX2624
 BX2624                          STATION RECOVERY (2005)
 BX2624
 BX2624'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BX2624'RECOVERED IN GOOD CONDITION.
 BX2624
 BX2624                          STATION RECOVERY (2006)
 BX2624
 BX2624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BX2624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2654 ***********************************************************************
 BX2654  DESIGNATION -  ALEXANDRIA MUNICIPAL STANDPIPE
 BX2654  PID         -  BX2654
 BX2654  STATE/COUNTY-  LA/RAPIDES
 BX2654  USGS QUAD   -  ALEXANDRIA (1992)
 BX2654
 BX2654                         *CURRENT SURVEY CONTROL
 BX2654  ___________________________________________________________________
 BX2654* NAD 83(1992)-  31 18 31.65277(N)    092 26 39.57506(W)     ADJUSTED  
 BX2654* NAVD 88     -                                                        
 BX2654  ___________________________________________________________________
 BX2654  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BX2654  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX2654
 BX2654  HORZ ORDER  -  THIRD
 BX2654
 BX2654.The horizontal coordinates were established by classical geodetic methods
 BX2654.and adjusted by the National Geodetic Survey in January 1993..
 BX2654
 BX2654
 BX2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2654
 BX2654.The geoid height was determined by GEOID03.
 BX2654
 BX2654;                    North         East     Units Scale Factor Converg.
 BX2654;SPC LA N     -    89,677.417 1,005,299.700   MT  0.99997081   +0 01 46.0
 BX2654;SPC LA N     -   294,216.66  3,298,220.77   sFT  0.99997081   +0 01 46.0
 BX2654;UTM  15      - 3,463,957.957   552,876.644   MT  0.99963449   +0 17 19.5
 BX2654
 BX2654                          SUPERSEDED SURVEY CONTROL
 BX2654
 BX2654  NAD 83(1986)-  31 18 31.67185(N)    092 26 39.57073(W) AD(       ) 4
 BX2654  NAD 27      -  31 18 31.01269(N)    092 26 39.07782(W) AD(       ) 3
 BX2654
 BX2654.Superseded values are not recommended for survey control.
 BX2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2654.See file dsdata.txt to determine how the superseded data were derived.
 BX2654
 BX2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5287763958(NAD 83)
 BX2654_MARKER: 82 = FINIAL
 BX2654
 BX2654  HISTORY     - Date     Condition        Report By
 BX2654  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2654  HISTORY     - 1959     GOOD             CGS
 BX2654  HISTORY     - 19930612 GOOD             USPSQD
 BX2654  HISTORY     - 19990424 GOOD             USPSQD
 BX2654
 BX2654                          STATION DESCRIPTION
 BX2654
 BX2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2654'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BX2654'VISITED 10-13-59 AND WAS FOUND IN GOOD CONDITION.  THE STANDPIPE
 BX2654'IS LOCATED IN DOWNTOWN ALEXANDRIA, IN THE SOUTHWEST ANGLE
 BX2654'OF THE INTERSECTION OF FIFTH AND LEE STREETS.  IT IS AN
 BX2654'ALL METAL STANDPIPE ABOUT 120 FEET HIGH.
 BX2654
 BX2654                          STATION RECOVERY (1993)
 BX2654
 BX2654'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2654'RECOVERED IN GOOD CONDITION.
 BX2654
 BX2654                          STATION RECOVERY (1999)
 BX2654
 BX2654'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0928 ***********************************************************************
 BX0928  DESIGNATION -  ALEXANDRIA N BASE
 BX0928  PID         -  BX0928
 BX0928  STATE/COUNTY-  LA/RAPIDES
 BX0928  USGS QUAD   -  ALEXANDRIA (1992)
 BX0928
 BX0928                         *CURRENT SURVEY CONTROL
 BX0928  ___________________________________________________________________
 BX0928* NAD 83(1992)-  31 15 04.61630(N)    092 26 05.21301(W)     ADJUSTED  
 BX0928* NAVD 88     -        24.296  (meters)      79.71   (feet)  ADJUSTED  
 BX0928  ___________________________________________________________________
 BX0928  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BX0928  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX0928  DYNAMIC HT  -          24.266 (meters)      79.61  (feet)  COMP
 BX0928  MODELED GRAV-     979,404.7   (mgal)                       NAVD 88
 BX0928
 BX0928  HORZ ORDER  -  FIRST
 BX0928  VERT ORDER  -  FIRST     CLASS I
 BX0928
 BX0928.The horizontal coordinates were established by classical geodetic methods
 BX0928.and adjusted by the National Geodetic Survey in January 1993..
 BX0928
 BX0928.The orthometric height was determined by differential leveling
 BX0928.and adjusted by the National Geodetic Survey in February 1994..
 BX0928
 BX0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0928
 BX0928.The geoid height was determined by GEOID03.
 BX0928
 BX0928.The dynamic height is computed by dividing the NAVD 88
 BX0928.geopotential number by the normal gravity value computed on the
 BX0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0928.degrees latitude (g = 980.6199 gals.).
 BX0928
 BX0928.The modeled gravity was interpolated from observed gravity values.
 BX0928
 BX0928;                    North         East     Units Scale Factor Converg.
 BX0928;SPC LA N     -    83,301.681 1,006,212.149   MT  0.99998189   +0 02 04.1
 BX0928;SPC LA N     -   273,298.93  3,301,214.36   sFT  0.99998189   +0 02 04.1
 BX0928;UTM  15      - 3,457,588.586   553,817.589   MT  0.99963572   +0 17 35.7
 BX0928
 BX0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0928!SPC LA N     -   1.00000037  x   0.99998189  =   0.99998226
 BX0928!UTM  15      -   1.00000037  x   0.99963572  =   0.99963609
 BX0928
 BX0928|---------------------------------------------------------------------|
 BX0928| PID    Reference Object                     Distance      Geod. Az  |
 BX0928|                                                           dddmmss.s |
 BX0928| BX0927 ALEXANDRIA N BASE RM 3               36.018 METERS 03311     |
 BX0928| BX0929 ALEXANDRIA N BASE RM 4               36.509 METERS 12227     |
 BX0928| BX2611 LECOMPTE MUNICIPAL TANK             APPROX.18.5 KM 1694058.2 |
 BX0928| BX0931 ALEXANDRIA N BASE RM 1               46.948 METERS 21657     |
 BX0928| BX2716 LONE OIL DERRICK NW GARDNER TR      APPROX.17.6 KM 2555711.4 |
 BX0928| BX0930 ALEXANDRIA N BASE RM 2               47.262 METERS 31051     |
 BX0928| BX0926 ALEXANRIDA N BASE AZ MK                            3453459.8 |
 BX0928| BX2656 GUARANTY                            APPROX. 6.7 KM 3514718.8 |
 BX0928| CY3249 ALEXANDRIA N BASE AZ MK 2                          3524159.2 |
 BX0928|---------------------------------------------------------------------|
 BX0928
 BX0928                          SUPERSEDED SURVEY CONTROL
 BX0928
 BX0928  NAD 83(1986)-  31 15 04.63549(N)    092 26 05.20843(W) AD(       ) 1
 BX0928  NAD 27      -  31 15 03.97217(N)    092 26 04.71759(W) AD(       ) 1
 BX0928  NAVD 88 (06/15/91)   24.294  (m)           79.70   (f) UNKNOWN     1 1
 BX0928  NGVD 29 (??/??/??)   24.282  (m)           79.67   (f) ADJUSTED    1 1
 BX0928
 BX0928.Superseded values are not recommended for survey control.
 BX0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0928.See file dsdata.txt to determine how the superseded data were derived.
 BX0928
 BX0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5381857589(NAD 83)
 BX0928_MARKER: DS = TRIANGULATION STATION DISK
 BX0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0928_STAMPING: ALEXANDRIA N. BASE 1934
 BX0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0928+STABILITY: SURFACE MOTION
 BX0928
 BX0928  HISTORY     - Date     Condition        Report By
 BX0928  HISTORY     - 1934     MONUMENTED       CGS
 BX0928  HISTORY     - 1934     GOOD             LAGS
 BX0928  HISTORY     - 1959     GOOD             CGS
 BX0928  HISTORY     - 1966     GOOD             CGS
 BX0928  HISTORY     - 1969     GOOD             CGS
 BX0928  HISTORY     - 1970     GOOD             NGS
 BX0928  HISTORY     - 1970     GOOD             NGS
 BX0928
 BX0928                          STATION DESCRIPTION
 BX0928
 BX0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX0928'STATION IS LOCATED ABOUT 4 MILES E OF S OF ALEXANDRIA AND 1.25
 BX0928'MILES E OF ANADAL IN W EDGE OF RIGHT-OF-WAY OF TEXAS AND
 BX0928'PACIFIC RAILROAD.
 BX0928'
 BX0928'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BX0928'SET IN ROUND CONCRETE MONUMENTS.
 BX0928'
 BX0928'THE STATION IS ABOUT 300 YARDS N OF OVERPASS, 160 FEET SE OF
 BX0928'NEAREST CORNER OF GIN MILL 26.5 FEET W OF CENTER LINE OF
 BX0928'NEAREST OF 3 TRACKS OF TEXAS AND PACIFIC RAILROAD AND IN LINE
 BX0928'WITH RIGHT-OF-WAY.
 BX0928'
 BX0928'REFERENCE MARK NO. 2 IS (155.06 FEET) 47.262 METERS W OF STATION,
 BX0928'4 FEET SE OF CORNER OF GIN MILL.
 BX0928'
 BX0928'REFERENCE MARK NO. 1 IS (154.03 FEET) 46.948 METERS W OF
 BX0928'STATION AND 13 FEET E OF CENTER LINE OF DIM TRAIL.
 BX0928'
 BX0928'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 BX0928'MONUMENT, 0.3 MILE FROM STATION.  TO REACH FOLLOW RAILROAD
 BX0928'TRACK N ABOUT 0.2 MILE TO DIRT ROAD, MARK IS ON W SIDE OF
 BX0928'ROAD 18 FEET FROM CENTER LINE OF ROAD IN FENCE LINE AND 150
 BX0928'FEET W OF W RAIL OF RAILROAD.
 BX0928'
 BX0928'REACHED FROM ALEXANDRIA BY U.S. HIGHWAY 71, S ABOUT 4.75 MILES
 BX0928'TO THE UNFINISHED UNDERPASS AT RAILROAD TRACK.  AT NW END OF
 BX0928'FILL, TURN LEFT, NE, ON DIRT ROAD LEADING ACROSS RAILROAD, JUST
 BX0928'E OF H.O. WELLS COTTON GIN.  FOLLOW THIS ROAD ABOUT 0.1 MILE
 BX0928'TO STATION.
 BX0928'
 BX0928'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BX0928
 BX0928                          STATION RECOVERY (1934)
 BX0928
 BX0928'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BX0928'STATION MARK IS A STANDARD BRONZE DISK IN A CONCRETE POST 1
 BX0928'FOOT IN DIAMETER PROJECTING 6 INCHES LOCATED 94.9 FEET N OF
 BX0928'CENTER LINE E-W OF DIRT ROAD AND 49.8 FEET W OF W RAIL OF
 BX0928'THE TEXAS AND PACIFIC RAILROAD.
 BX0928'
 BX0928'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN A CONCRETE
 BX0928'POST 1 FOOT IN DIAMETER PROJECTING 8 INCHES LOCATED 225.9
 BX0928'FEET SSW OF REFERENCE MARK NO. 2, 23.0 FEET N OF CENTER LINE
 BX0928'E-W DIRT ROAD, AND 12 FEET OF CENTER LINE N-S DIRT ROAD.
 BX0928'
 BX0928'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN A CONCRETE
 BX0928'POST 1 FOOT IN DIAMETER PROJECTING 8 INCHES WHICH IS 146.6
 BX0928'FEET W OF W RAIL OF THE TEXAS AND PACIFIC RAILROAD.  CONDITION
 BX0928'OF CONCRETE IS POROUS.
 BX0928'
 BX0928'AZIMUTH MARK IS A STANDARD BRONZE DISK IN A 0.9-FOOT SQUARE
 BX0928'CONCRETE POST PROJECTING 0.6 FOOT LOCATED 32.5 FEET S OF
 BX0928'CORNER OF FENCE LINES AND 2.1 FEET E OF N-S FENCE LINE.
 BX0928'CONDITION GOOD.
 BX0928
 BX0928                          STATION RECOVERY (1959)
 BX0928
 BX0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX0928'THE STATION WAS VISITED 10-12-59 AND STATION MARK, REFERENCE
 BX0928'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BX0928'MARK WAS NOT FOUND AT THIS DATE, NOR WAS THE ROAD ALONG WHICH IT
 BX0928'WAS SET FOUND, THE AREA AT THE SITE OF THE AZIMUTH MARK IS NOW
 BX0928'A CULTIVATED FIELD.  TWO HOUSES HAVE BEEN BUILT BETWEEN THE
 BX0928'STATION MARK AND REFERENCE MARK NO. 1.  THE RUINS OF THE GIN
 BX0928'MILL MENTIONED IN THE 1934 DESCRIPTION WAS FOUND.  A NEW
 BX0928'DESCRIPTION FOLLOWS--
 BX0928'
 BX0928'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHEAST OF
 BX0928'ALEXANDRIA, AT WILLOW GLEN SIDING ON THE TEXAS AND PACIFIC
 BX0928'RAILROAD, ABOUT 300 YARDS NORTH OF THE OVERPASS ON U.S. HIGHWAY
 BX0928'71, IN THE NORTHWEST ANGLE OF THE FIRST ROAD CROSSING NORTH
 BX0928'OF THE OVERPASS, ON RAILROAD PROPERTY AND AT THE NORTHEAST CORNER
 BX0928'OF THE BACK YARD OF THE HOUSE NEAREST THE TRACK.  IT IS 49.5
 BX0928'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 94 FEET NORTH
 BX0928'OF THE CENTERLINE OF THE DIRT ROAD, 88 FEET NORTH-NORTHWEST
 BX0928'OF THE CENTER OF THE ROAD CROSSING (MAIN LINE), 41 FEET
 BX0928'SOUTHWEST OF A SWITCH STAND, 19 FEET SOUTH OF A FENCE LINE, 104
 BX0928'FEET WEST-SOUTHWEST OF POLE NO. L 21 M WHICH IS THE FIRST
 BX0928'POLE NORTH OF THE ROAD CROSSING, 11 FEET NORTH OF THE
 BX0928'PROJECTED PLANE OF THE NORTH WALL OF THE WHITE HOUSE WEST
 BX0928'OF THE STATION AND 1 FOOT WEST OF A METAL WITNESS POST
 BX0928'BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED
 BX0928'ALEXANDRIA N BASE 1934, PROJECTING 4 INCHES.
 BX0928'
 BX0928'REFERENCE MARK NO. 1 IS 154.03 FEET WEST-SOUTHWEST OF THE
 BX0928'STATION, 43 FEET NORTH OF A POWER POLE, 56 FEET NORTH OF THE
 BX0928'CENTER OF THE ROAD, AND 2 FEET WEST OF HOUSE NO. 5014.  IT
 BX0928'IS A STANDARD DISK, STAMPED ALEXANDRIA N BASE NO 1 1934,
 BX0928'PROJECTING 10 INCHES.
 BX0928'
 BX0928'REFERENCE MARK NO. 2 IS 155.06 FEET NORTHWEST OF THE STATION,
 BX0928'150 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 29 FEET
 BX0928'NORTHWEST OF A LONE SYCAMORE TREE, 63 FEET EAST OF THE PROJECTED
 BX0928'PLANE OF THE EAST WALL OF THE WHITE BUILDING WEST OF THE
 BX0928'STATION MARK.  IT IS A STANDARD DISK, STAMPED ALEXANDRIA N BASE
 BX0928'NO 2 1934, PROJECTING 10 INCHES.
 BX0928
 BX0928                          STATION RECOVERY (1966)
 BX0928
 BX0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 BX0928'THE STATION MARK, STAMPED ALEXANDRIA N. BASE 1934, IS ABOUT
 BX0928'0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL
 BX0928'AT ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND
 BX0928'PACIFIC RAILROAD TO THE CROSSING OF LEE STREET, THENCE 3.2 MILES
 BX0928'SOUTH ALONG LEE STREET, THENCE 1.35 MILES SOUTHEAST ALONG
 BX0928'U.S. HIGHWAY 71 AND 167 BYPASS, THENCE 0.25 MILE NORTH ALONG
 BX0928'THE TEXAS AND PACIFIC RAILROAD AND THE MISSOURI PACIFIC
 BX0928'RAILROAD, 88 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 BX0928'COTTON GIN ROAD, 50 FEET WEST OF THE WEST RAIL OF THE MAIN
 BX0928'TRACK, 61 FEET NORTHEAST OF A 15-INCH SYCAMORE TREE, 33 FEET
 BX0928'SOUTH OF A CORNER FENCE POST, 22-1/2 FEET WEST OF THE
 BX0928'WEST RAIL OF A SIDE TRACK, 1.5 FEET WEST OF A METAL WITNESS
 BX0928'POST, ABOUT 2-1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 BX0928'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX0928'
 BX0928'R.M. 1, STAMPED ALEXANDRIA N. BASE NO 1 1934, IS 154.03 FEET
 BX0928'SOUTHWEST OF THE STATION MARK, 57 FEET NORTH OF THE CENTER LINE
 BX0928'OF COTTON GIN ROAD, 53 FEET SOUTHWEST OF THE NORTHWEST CORNER
 BX0928'OF A SMALL HOUSE ON PROPERTY BELONGING TO MR. NELSON ELLIOTT,
 BX0928'43-1/2 FEET NORTH OF A LIGHT POLE, 28-1/2 FEET SOUTH OF A 26-INCH
 BX0928'FORKED PECAN TREE, 4 FEET EAST OF A 10-INCH CHINABERRY TREE,
 BX0928'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 BX0928'A CONCRETE POST PROJECTING 1 FOOT.
 BX0928'
 BX0928'R.M. 2, STAMPED ALEXANDRIA N. BASE NO 2 1934, IS 155.06 FEET
 BX0928'NORTH-NORTHWEST OF THE STATION MARK, 148 FEET WEST OF THE WEST
 BX0928'RAIL OF THE MAIN TRACK OF THE TEXAS AND PACIFIC RAILROAD,
 BX0928'194 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THE
 BX0928'RAILROAD AND COTTON GIN ROAD, 96 FEET WEST OF THE WEST RAILROAD
 BX0928'RIGHT-OF-WAY FENCE, 29 FEET NORTHWEST OF AN 18-INCH SYCAMORE
 BX0928'TREE, 22 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED
 BX0928'3 X 12-FOOT CONCRETE FOUNDATION, ABOUT 3-1/2 FEET BELOW THE
 BX0928'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BX0928'PROJECTING 1 FOOT.
 BX0928
 BX0928                          STATION RECOVERY (1969)
 BX0928
 BX0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX0928'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 BX0928'FOUND IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE
 BX0928'MARK NO. 2 WAS RECOVERED, BUT THE DISK WAS GONE.  THE AZIMUTH
 BX0928'MARK WAS REPORTED DESTROYED IN 1959.  BY REQUEST OF THE PROPERTY
 BX0928'OWNERS, REFERENCE MARK NO. 1 AND THE REMAINS OF REFERENCE MARK
 BX0928'NO. 2 WERE REMOVED.  REFERENCE MARKS NO. 3 AND NO. 4 AND A
 BX0928'NEW AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 BX0928'
 BX0928'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 BX0928'
 BX0928'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF ALEXANDRIA,
 BX0928'AT THE WILLOW GLEN SIDING ON THE PROPERTY OWNED BY THE TEXAS AND
 BX0928'PACIFIC RAILROAD, AND ABOUT 0.2 MILE NORTH OF THE OVERPASS ON
 BX0928'U.S. HIGHWAY 71.
 BX0928'
 BX0928'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71, 165
 BX0928'AND 167 AT THE LARGE TRAFFIC CIRCLE AT THE SOUTH EDGE OF
 BX0928'ALEXANDRIA, GO SOUTHEASTERLY ON HIGHWAY 71 AND 165 FOR 2.35
 BX0928'MILES TO A SIDE ROAD LEFT AT THE NORTH EDGE OF RAMP OF
 BX0928'OVERPASS.  TURN LEFT AND GO NORTHEASTERLY ON A GRAVELED ROAD FOR
 BX0928'0.15 MILE TO THE STATION ON THE LEFT, JUST BEFORE CROSSING THE
 BX0928'RAILROAD TRACKS.
 BX0928'
 BX0928'THE STATION MARK IS A STANDARD DISK STAMPED ALEXANDRIA N BASE
 BX0928'1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX0928'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BX0928'97 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 90.5 FEET
 BX0928'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 24 FEET
 BX0928'SOUTH OF A CORNER FENCE POST, 22 FEET WEST OF THE WEST RAIL OF
 BX0928'THE RAILROAD TRACKS AND 1 FOOT EAST OF A METAL WITNESS POST.
 BX0928'
 BX0928'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ALEXANDRIA N
 BX0928'BASE NO 3 1934 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX0928'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 BX0928'IS 136 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 36 FEET
 BX0928'WEST OF A TELEGRAPH POLE AND 27 FEET EAST OF THE EAST RAIL OF
 BX0928'THE RAILROAD TRACKS.
 BX0928'
 BX0928'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ALEXANDRIA N
 BX0928'BASE NO 4 1934 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX0928'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 BX0928'IS 33.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 30
 BX0928'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 16 FEET NORTH
 BX0928'OF A TELEGRAPH POLE.
 BX0928'
 BX0928'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALEXANDRIA N BASE
 BX0928'1934 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX0928'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX0928'IT IS 155 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 BX0928'RAILROAD AVE AND SUGAR HOUSE RD, 33 FEET EAST OF THE EAST RAIL OF
 BX0928'THE RAILROAD TRACKS, 4 FEET SOUTH OF A TELEGRAPH POLE AND 2
 BX0928'FEET SOUTHEAST OF A METAL WITNESS POST.
 BX0928'
 BX0928'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 BX0928'RAILROAD AVE FOR 0.35 MILE TO A CROSSROAD, SUGAR HOUSE RD.  TURN
 BX0928'LEFT AND GO WESTERLY ABOUT 100 FEET TO THE RAILROAD TRACKS AND
 BX0928'THE AZIMUTH MARK ON THE RIGHT.
 BX0928'
 BX0928'HEIGHT OF LIGHT ABOVE STATION MARK 124.7 FEET.
 BX0928'
 BX0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX0928'4.0 MILES SOUTH OF ALEXANDRIA.
 BX0928
 BX0928                          STATION RECOVERY (1970)
 BX0928
 BX0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (ORG)
 BX0928'THE STATION MARK, STAMPED ALEXANDRIA N. BASE 1934, IS ABOUT
 BX0928'0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL
 BX0928'AT ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND
 BX0928'PACIFIC RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET,
 BX0928'THENCE 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 167
 BX0928'BYPASS, THENCE 0.2 MILE NORTHEAST ALONG SUGAR HOUSE ROAD,
 BX0928'THENCE 0.3 MILE SOUTH ALONG A RAILROAD WHICH IS USED BY THE
 BX0928'MISSOURI PACIFIC AND THE CHICAGO, ROCK ISLAND AND PACIFIC
 BX0928'RAILROADS AND THE TEXAS AND PACIFIC RAILWAY, 88 FEET NORTHWEST OF
 BX0928'THE CENTER OF A CROSSING OF THE RAILROAD AND COTTON GIN ROAD, 50
 BX0928'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 22-1/2 FEET
 BX0928'WEST OF THE WEST RAIL OF THE MOST WESTERLY SET OF FOUR
 BX0928'TRACKS, 61 FEET NORTHEAST OF A 20-INCH SYCAMORE TREE, 33
 BX0928'FEET SOUTH OF A CORNER FENCE POST, 1.5 FEET WEST OF A
 BX0928'METAL WITNESS POST, ABOUT 2-1/2 FEET BELOW THE LEVEL OF THE
 BX0928'TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX0928'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX0928'
 BX0928'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 BX0928'THE MARK HAS BEEN DESTROYED.
 BX0928'
 BX0928'R.M. 2 WAS FOUND TO HAVE BEEN DESTROYED.
 BX0928'
 BX0928'R.M. 3, STAMPED ALEXANDRIA N. BASE NO 3 1934 1969, IS 118.46
 BX0928'FEET NORTHEAST OF THE STATION MARK, 172-1/2 FEET NORTH OF
 BX0928'THE CENTER OF A CROSSING OF THE RAILROAD AND COTTON GIN ROAD,
 BX0928'27-1/2 FEET EAST OF THE EAST RAIL OF THE MOST EASTERLY SET
 BX0928'OF FOUR TRACKS, 139-1/2 FEET NORTH-NORTHWEST OF THE CENTER
 BX0928'LINE OF COTTON GIN ROAD, 141 FEET WEST OF THE CENTER LINE
 BX0928'OF RAILROAD AVENUE, 36 FEET NORTHWEST OF A TELEPHONE POLE,
 BX0928'ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 BX0928'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 BX0928'SURFACE OF THE GROUND.
 BX0928'
 BX0928'R.M. 4, STAMPED ALEXANDRIA N. BASE NO 4 1934 1969, IS 119.9
 BX0928'FEET EAST OF THE STATION MARK, 54 FEET EAST OF THE CENTER
 BX0928'OF A CROSSING OF THE RAILROAD AND COTTON GIN ROAD, 33 FEET
 BX0928'EAST OF THE EAST RAIL OF THE MOST EASTERLY SET OF FOUR TRACKS,
 BX0928'26 FEET SOUTH OF THE CENTER LINE OF COTTON GIN ROAD, 170 FEET
 BX0928'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF COTTON GIN
 BX0928'ROAD AND RAILROAD AVENUE, 244 FEET NORTH OF A RAILROAD SIGN
 BX0928'WHICH READS WILLOW GLEN, 204 FEET NORTHEAST OF THE NORTHEAST
 BX0928'CORNER OF A RAILROAD STORAGE BUILDING, 16 FEET NORTH OF A
 BX0928'TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 BX0928'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 BX0928'INCHES.
 BX0928'
 BX0928'THE AZIMUTH MARK, STAMPED ALEXANDRIA N. BASE 1934 1969, IS
 BX0928'0.3 MILE NORTH ALONG A RAILROAD WHICH IS USED BY THE MISSOURI
 BX0928'PACIFIC AND THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROADS
 BX0928'AND THE TEXAS AND PACIFIC RAILWAY FROM THE STATION MARK,
 BX0928'198 FEET NORTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 BX0928'AND SUGAR HOUSE ROAD, 34 FEET EAST OF THE EAST RAIL OF THE MOST
 BX0928'EASTERLY SET OF SEVEN TRACKS, 133 FEET WEST OF THE CENTER LINE
 BX0928'OF RAILROAD AVENUE, 3-1/2 FEET SOUTH OF TELEPHONE POLE NUMBER
 BX0928'L 26 M, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 BX0928'2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF
 BX0928'A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF
 BX0928'THE GROUND.
 BX0928'
 BX0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.35 MILES
 BX0928'SOUTH
 BX0928
 BX0928                          STATION RECOVERY (1970)
 BX0928
 BX0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0928'5.35 MI S FROM ALEXANDRIA.
 BX0928'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0928'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0928'RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.95 MILE
 BX0928'SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 167 BYPASS, THENCE 0.2 MILE
 BX0928'NORTHEAST ALONG SUGAR HOUSE ROAD, THENCE 0.3 MILE SOUTH ALONG A
 BX0928'RAILROAD WHICH IS USED BY THE MISSOURI PACIFIC AND THE CHICAGO, ROCK
 BX0928'ISLAND AND PACIFIC RAILROADS AND THE TEXAS AND PACIFIC RAILWAY, 88
 BX0928'FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND COTTON
 BX0928'GIN ROAD, 50 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 22 1/2 FEET
 BX0928'WEST OF THE WEST RAIL OF THE MOST WESTERLY SET OF FOUR TRACKS, 61 FEET
 BX0928'NORTHEAST OF A 20-INCH SYCAMORE TREE, 33 FEET SOUTH OF A CORNER FENCE
 BX0928'POST, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 BX0928'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX0928'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0927 ***********************************************************************
 BX0927  DESIGNATION -  ALEXANDRIA N BASE RM 3
 BX0927  PID         -  BX0927
 BX0927  STATE/COUNTY-  LA/RAPIDES
 BX0927  USGS QUAD   -  ALEXANDRIA (1992)
 BX0927
 BX0927                         *CURRENT SURVEY CONTROL
 BX0927  ___________________________________________________________________
 BX0927* NAD 83(1986)-  31 15 06.     (N)    092 26 03.     (W)     SCALED    
 BX0927* NAVD 88     -        24.555  (meters)      80.56   (feet)  ADJUSTED  
 BX0927  ___________________________________________________________________
 BX0927  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX0927  DYNAMIC HT  -          24.525 (meters)      80.46  (feet)  COMP
 BX0927  MODELED GRAV-     979,404.7   (mgal)                       NAVD 88
 BX0927
 BX0927  VERT ORDER  -  FIRST     CLASS I
 BX0927
 BX0927.The horizontal coordinates were scaled from a topographic map and have
 BX0927.an estimated accuracy of +/- 6 seconds.
 BX0927
 BX0927.The orthometric height was determined by differential leveling
 BX0927.and adjusted by the National Geodetic Survey in February 1994..
 BX0927
 BX0927.The geoid height was determined by GEOID03.
 BX0927
 BX0927.The dynamic height is computed by dividing the NAVD 88
 BX0927.geopotential number by the normal gravity value computed on the
 BX0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0927.degrees latitude (g = 980.6199 gals.).
 BX0927
 BX0927.The modeled gravity was interpolated from observed gravity values.
 BX0927
 BX0927;                    North         East    Units  Estimated Accuracy
 BX0927;SPC LA N     -    83,340.    1,006,270.      MT  (+/- 180 meters Scaled)
 BX0927
 BX0927                          SUPERSEDED SURVEY CONTROL
 BX0927
 BX0927  NAVD 88 (06/15/91)   24.554  (m)           80.56   (f) UNKNOWN     1 1
 BX0927  NGVD 29 (??/??/??)   24.541  (m)           80.51   (f) ADJUSTED    1 1
 BX0927
 BX0927.Superseded values are not recommended for survey control.
 BX0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0927.See file dsdata.txt to determine how the superseded data were derived.
 BX0927
 BX0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ538576(NAD 83)
 BX0927_MARKER: DR = REFERENCE MARK DISK
 BX0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0927_STAMPING: ALEXANDRIA N. BASE NO. 3 1934 1969
 BX0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0927+STABILITY: SURFACE MOTION
 BX0927
 BX0927  HISTORY     - Date     Condition        Report By
 BX0927  HISTORY     - 1969     MONUMENTED       CGS
 BX0927  HISTORY     - 1970     GOOD             NGS
 BX0927
 BX0927                          STATION DESCRIPTION
 BX0927
 BX0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0927'5.35 MI S FROM ALEXANDRIA.
 BX0927'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL OF
 BX0927'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0927'RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.95 MILES
 BX0927'SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 167 BYPASS, THENCE 0.2 MILE
 BX0927'NORTHEAST ALONG SUGAR HOUSE ROAD, THENCE 0.3 MILE SOUTH ALONG A
 BX0927'RAILROAD WHICH IS USED BY THE MISSOURI PACIFIC AND THE CHICAGO, ROCK
 BX0927'ISLAND AND PACIFIC RAILROADS AND THE TEXAS AND PACIFIC RAILWAY, 172
 BX0927'1/2 FEET NORTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND COTTON
 BX0927'GIN ROAD, 27 1/2 FEET EAST OF THE EAST RAIL OF THE MOST EASTERLY SET
 BX0927'OF FOUR TRACKS, 139 1/2 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 BX0927'COTTON GIN ROAD, 141 FEET WEST OF THE CENTER LINE OF RAILROAD AVENUE,
 BX0927'36 FEET NORTHWEST OF A TELEPHONE POLE, 118.46 FEET NORTHEAST OF
 BX0927'TRIANGULATION STATION ALEXANDRIA N BASE, ABOUT 1 1/2 FEET BELOW THE
 BX0927'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX0927'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0929 ***********************************************************************
 BX0929  DESIGNATION -  ALEXANDRIA N BASE RM 4
 BX0929  PID         -  BX0929
 BX0929  STATE/COUNTY-  LA/RAPIDES
 BX0929  USGS QUAD   -  ALEXANDRIA (1992)
 BX0929
 BX0929                         *CURRENT SURVEY CONTROL
 BX0929  ___________________________________________________________________
 BX0929* NAD 83(1986)-  31 15 04.     (N)    092 26 03.     (W)     SCALED    
 BX0929* NAVD 88     -        24.636  (meters)      80.83   (feet)  ADJUSTED  
 BX0929  ___________________________________________________________________
 BX0929  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX0929  DYNAMIC HT  -          24.605 (meters)      80.72  (feet)  COMP
 BX0929  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 BX0929
 BX0929  VERT ORDER  -  FIRST     CLASS I
 BX0929
 BX0929.The horizontal coordinates were scaled from a topographic map and have
 BX0929.an estimated accuracy of +/- 6 seconds.
 BX0929
 BX0929.The orthometric height was determined by differential leveling
 BX0929.and adjusted by the National Geodetic Survey in February 1994..
 BX0929
 BX0929.The geoid height was determined by GEOID03.
 BX0929
 BX0929.The dynamic height is computed by dividing the NAVD 88
 BX0929.geopotential number by the normal gravity value computed on the
 BX0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0929.degrees latitude (g = 980.6199 gals.).
 BX0929
 BX0929.The modeled gravity was interpolated from observed gravity values.
 BX0929
 BX0929;                    North         East    Units  Estimated Accuracy
 BX0929;SPC LA N     -    83,280.    1,006,270.      MT  (+/- 180 meters Scaled)
 BX0929
 BX0929                          SUPERSEDED SURVEY CONTROL
 BX0929
 BX0929  NAVD 88 (06/15/91)   24.634  (m)           80.82   (f) UNKNOWN     1 1
 BX0929  NGVD 29 (??/??/??)   24.622  (m)           80.78   (f) ADJUSTED    1 1
 BX0929
 BX0929.Superseded values are not recommended for survey control.
 BX0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0929.See file dsdata.txt to determine how the superseded data were derived.
 BX0929
 BX0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ538575(NAD 83)
 BX0929_MARKER: DR = REFERENCE MARK DISK
 BX0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0929_STAMPING: ALEXANDRIA N. BASE NO. 4 1934 1969
 BX0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0929+STABILITY: SURFACE MOTION
 BX0929
 BX0929  HISTORY     - Date     Condition        Report By
 BX0929  HISTORY     - 1969     MONUMENTED       CGS
 BX0929  HISTORY     - 1970     GOOD             NGS
 BX0929
 BX0929                          STATION DESCRIPTION
 BX0929
 BX0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0929'5.35 MI S FROM ALEXANDRIA.
 BX0929'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0929'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0929'RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.95 MILE
 BX0929'SOUTHEAST ALONG US HIGHWAY 71 AND 167 BYPASS, THENCE 0.2 MILE
 BX0929'NORTHEAST ALONG SUGAR HOUSE ROAD, THENCE 0.3 MILE SOUTH ALONG A
 BX0929'RAILROAD WHICH IS USED BY THE MISSOURI PACIFIC AND THE CHICAGO, ROCK
 BX0929'ISLAND AND PACIFIC RAILROADS AND THE TEXAS AND PACIFIC RAILWAY, 54
 BX0929'FEET EAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND COTTON GIN
 BX0929'ROAD, 33 FEET EAST OF THE EAST RAIL OF THE MOST EASTERLY SET OF FOUR
 BX0929'TRACKS, 26 FEET SOUTH OF THE CENTER LINE OF COTTON GIN ROAD, 170 FEET
 BX0929'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF COTTON GIN ROAD AND
 BX0929'RAILROAD AVENUE, 244 FEET NORTH OF A RAILROAD SIGN WHICH READS WILLOW
 BX0929'GLEN, 204 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RAILROAD STORAGE
 BX0929'BUILDING, 16 FEET NORTH OF A TELEPHONE POLE, 119.9 FEET EAST OF
 BX0929'TRIANGULATION STATION ALEXANDRIA N BASE, ABOUT 1 FOOT BELOW THE LEVEL
 BX0929'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJETS 6
 BX0929'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2676 ***********************************************************************
 BX2676  DESIGNATION -  ALEXANDRIA POLICE KKC 593 TWR
 BX2676  PID         -  BX2676
 BX2676  STATE/COUNTY-  LA/RAPIDES
 BX2676  USGS QUAD   -  ALEXANDRIA (1992)
 BX2676
 BX2676                         *CURRENT SURVEY CONTROL
 BX2676  ___________________________________________________________________
 BX2676* NAD 83(1992)-  31 18 57.14279(N)    092 28 11.87603(W)     ADJUSTED  
 BX2676* NAVD 88     -                                                        
 BX2676  ___________________________________________________________________
 BX2676  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BX2676  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2676
 BX2676  HORZ ORDER  -  THIRD
 BX2676
 BX2676.The horizontal coordinates were established by classical geodetic methods
 BX2676.and adjusted by the National Geodetic Survey in January 1993..
 BX2676
 BX2676
 BX2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2676
 BX2676.The geoid height was determined by GEOID03.
 BX2676
 BX2676;                    North         East     Units Scale Factor Converg.
 BX2676;SPC LA N     -    90,461.485 1,002,858.831   MT  0.99996952   +0 00 57.2
 BX2676;SPC LA N     -   296,789.06  3,290,212.68   sFT  0.99996952   +0 00 57.2
 BX2676;UTM  15      - 3,464,730.702   550,433.074   MT  0.99963137   +0 16 31.8
 BX2676
 BX2676                          SUPERSEDED SURVEY CONTROL
 BX2676
 BX2676  NAD 83(1986)-  31 18 57.16222(N)    092 28 11.87158(W) AD(       ) 4
 BX2676  NAD 27      -  31 18 56.50287(N)    092 28 11.37602(W) AD(       ) 3
 BX2676
 BX2676.Superseded values are not recommended for survey control.
 BX2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2676.See file dsdata.txt to determine how the superseded data were derived.
 BX2676
 BX2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5043364731(NAD 83)
 BX2676_MARKER: 43 = RADIO/TV TOWER
 BX2676
 BX2676  HISTORY     - Date     Condition        Report By
 BX2676  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2676  HISTORY     - 19990424 GOOD             USPSQD
 BX2676  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 BX2676
 BX2676                          STATION DESCRIPTION
 BX2676
 BX2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2676'THE RED LIGHT ON THE TOP OF THE LOUISIANA STATE POLICE
 BX2676'RADIO TOWER KKC 593.  IT IS A STRUCTURAL STEEL FOUR-LEGGED TOWER,
 BX2676'PAINTED ALTERNATELY RED AND WHITE AND IS ABOUT 250 FEET HIGH.  IT
 BX2676'IS LOCATED AT THE FORT WAGNER POLICE HEADQUARTERS AT THE
 BX2676'SOUTHEAST EDGE OF THE TRAFFIC CIRCLE AT THE NORTH EDGE OF
 BX2676'ALEXANDRIA.
 BX2676
 BX2676                          STATION RECOVERY (1999)
 BX2676
 BX2676'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2676'RECOVERED IN GOOD CONDITION.
 BX2676
 BX2676                          STATION RECOVERY (2005)
 BX2676
 BX2676'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX2676'FORT WAGNER STATE POLICE HEADQUARTERS IS CLOSED AND NEW STATE POLICE
 BX2676'HEADQUARTERS IS LOCATED ON THE EAST SIDE OF THE HIGHWAY.  A THREE
 BX2676'LEGGED RED AND WHITE TOWER STILL EXISTS IN APPROXIMATELY THE SAME
 BX2676'POSITION AS DESCRIBED ABOVE, BUT IS NOT A FOUR LEGGED TOWER.  THE NEW
 BX2676'STATE POLICE HEADQUARTERS HAS A TALLER, BUT SIMILAR THREE LEGGED TOWER
 BX2676'WHICH MEANS IT WAS NOT RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2685 ***********************************************************************
 BX2685  DESIGNATION -  ALEXANDRIA RAD STA KSYL MAST
 BX2685  PID         -  BX2685
 BX2685  STATE/COUNTY-  LA/RAPIDES
 BX2685  USGS QUAD   -  ALEXANDRIA (1992)
 BX2685
 BX2685                         *CURRENT SURVEY CONTROL
 BX2685  ___________________________________________________________________
 BX2685* NAD 83(1992)-  31 19 35.94033(N)    092 29 22.69388(W)     ADJUSTED  
 BX2685* NAVD 88     -                                                        
 BX2685  ___________________________________________________________________
 BX2685  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BX2685  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX2685
 BX2685  HORZ ORDER  -  THIRD
 BX2685
 BX2685.The horizontal coordinates were established by classical geodetic methods
 BX2685.and adjusted by the National Geodetic Survey in January 1993..
 BX2685
 BX2685
 BX2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2685
 BX2685.The geoid height was determined by GEOID03.
 BX2685
 BX2685;                    North         East     Units Scale Factor Converg.
 BX2685;SPC LA N     -    91,656.008 1,000,986.271   MT  0.99996758   +0 00 19.7
 BX2685;SPC LA N     -   300,708.09  3,284,069.12   sFT  0.99996758   +0 00 19.7
 BX2685;UTM  15      - 3,465,916.323   548,555.753   MT  0.99962908   +0 15 55.3
 BX2685
 BX2685                          SUPERSEDED SURVEY CONTROL
 BX2685
 BX2685  NAD 83(1986)-  31 19 35.95998(N)    092 29 22.68970(W) AD(       ) 4
 BX2685  NAD 27      -  31 19 35.30336(N)    092 29 22.18710(W) AD(       ) 3
 BX2685
 BX2685.Superseded values are not recommended for survey control.
 BX2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2685.See file dsdata.txt to determine how the superseded data were derived.
 BX2685
 BX2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4855665916(NAD 83)
 BX2685_MARKER: 42 = RADIO/TV MAST
 BX2685
 BX2685  HISTORY     - Date     Condition        Report By
 BX2685  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2685
 BX2685                          STATION DESCRIPTION
 BX2685
 BX2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2685'THE STATION IS THE FLASHING RED LIGHT ATOP THE MAST.  THE MAST
 BX2685'IS A TRIANGULAR STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 BX2685'WHITE, SUPPORTING A LARGE ROUND FINIAL WITH AN OVERALL HEIGHT
 BX2685'OF 260 FEET.
 BX2685'
 BX2685'IT IS LOCATED IN THE NORTH EDGE OF ALEXANDRIA ON PROPERTY OWNED
 BX2685'BY KSYL BROADCASTING COMPANY.
 BX2685'
 BX2685'TO REACH FROM THE NORTH TRAFFIC CIRCLE IN ALEXANDRIA GO
 BX2685'NORTHWESTERLY ON STATE HIGHWAY 1 FOR 1.35 MILE TO THE
 BX2685'INTERSECTION OF HENRY STREET ON THE LEFT.  TURN LEFT ON HENRY
 BX2685'STREET FOR 0.25 MILE TO THE END OF THE STREET AND THE MAST ABOUT
 BX2685'200 FEET STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2622 ***********************************************************************
 BX2622  DESIGNATION -  ALEXANDRIA S BASE
 BX2622  PID         -  BX2622
 BX2622  STATE/COUNTY-  LA/RAPIDES
 BX2622  USGS QUAD   -  WOODWORTH EAST (1992)
 BX2622
 BX2622                         *CURRENT SURVEY CONTROL
 BX2622  ___________________________________________________________________
 BX2622* NAD 83(1992)-  31 10 33.10951(N)    092 25 06.52879(W)     ADJUSTED  
 BX2622* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 BX2622  ___________________________________________________________________
 BX2622  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BX2622  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX2622
 BX2622  HORZ ORDER  -  FIRST
 BX2622
 BX2622.The horizontal coordinates were established by classical geodetic methods
 BX2622.and adjusted by the National Geodetic Survey in January 1993..
 BX2622
 BX2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2622
 BX2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2622
 BX2622.The geoid height was determined by GEOID03.
 BX2622
 BX2622;                    North         East     Units Scale Factor Converg.
 BX2622;SPC LA N     -    74,940.929 1,007,771.145   MT  0.99999793   +0 02 35.2
 BX2622;SPC LA N     -   245,868.70  3,306,329.16   sFT  0.99999793   +0 02 35.2
 BX2622;UTM  15      - 3,449,237.896   555,413.705   MT  0.99963787   +0 18 03.7
 BX2622
 BX2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2622!SPC LA N     -   1.00000050  x   0.99999793  =   0.99999843
 BX2622!UTM  15      -   1.00000050  x   0.99963787  =   0.99963837
 BX2622
 BX2622|---------------------------------------------------------------------|
 BX2622| PID    Reference Object                     Distance      Geod. Az  |
 BX2622|                                                           dddmmss.s |
 BX2622| CY3253 ALEXANDRIA S BASE RM 3               30.843 METERS 02614     |
 BX2622| BX2624 ALEXANDRIA LSU TANK                 397.031 METERS 08215     |
 BX2622| BX2611 LECOMPTE MUNICIPAL TANK             APPROX.10.0 KM 1695214.1 |
 BX2622| CY3250 ALEXANDRIA S BASE AZ MK                            1965015.8 |
 BX2622| CY3254 ALEXANDRIA S BASE AZ MK 2                          2241732.6 |
 BX2622| BX2625 WOODWORTH SE STATE FIRE TOWER       APPROX. 6.6 KM 2313649.5 |
 BX2622| CY3252 ALEXANDRIA S BASE RM 2               91.687 METERS 23704     |
 BX2622| CY3251 ALEXANDRIA S BASE RM 1               42.373 METERS 31646     |
 BX2622|---------------------------------------------------------------------|
 BX2622
 BX2622                          SUPERSEDED SURVEY CONTROL
 BX2622
 BX2622  NAD 83(1986)-  31 10 33.12890(N)    092 25 06.52371(W) AD(       ) 1
 BX2622  NAD 27      -  31 10 32.45766(N)    092 25 06.03625(W) AD(       ) 1
 BX2622  NGVD 29 (07/19/86)   23.6    (m)           77.     (f) VERT ANG       
 BX2622
 BX2622.Superseded values are not recommended for survey control.
 BX2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2622.See file dsdata.txt to determine how the superseded data were derived.
 BX2622
 BX2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5541449238(NAD 83)
 BX2622_MARKER: DS = TRIANGULATION STATION DISK
 BX2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2622+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 BX2622
 BX2622  HISTORY     - Date     Condition        Report By
 BX2622  HISTORY     - 1934     MONUMENTED       CGS
 BX2622  HISTORY     - 1935     GOOD             LAGS
 BX2622  HISTORY     - 1959     GOOD             CGS
 BX2622  HISTORY     - 1969     GOOD             CGS
 BX2622  HISTORY     - 20060726 GOOD             NGS
 BX2622
 BX2622                          STATION DESCRIPTION
 BX2622
 BX2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2622'STATION IS LOCATED ABOUT 9 MILES S OF ALEXANDRIA.  AT CHAMBERS
 BX2622'STATION ON TEXAS AND PACIFIC RAILROAD IN L AND GRANT AREA
 BX2622'IN NE CORNER OF T 2 N, R 1 W, ON RIGHT-OF-WAY OF TEXAS AND
 BX2622'PACIFIC RAILROAD.  MARK SET 85 FEET W OF W RAIL OF TEXAS
 BX2622'AND PACIFIC RAILROAD, 164 FEET S OF CENTER LINE OF WOODWORTH
 BX2622'ROAD AND STARTING POINT OF DIM ROAD TO STATION.  182 FEET
 BX2622'NNW OF NW CORNER OF CHAMBERS LOADING PLATFORM.  MARK IS
 BX2622'FLUSH WITH THE GROUND.
 BX2622'
 BX2622'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2622'BRONZE DISKS SET IN CONCRETE.
 BX2622'
 BX2622'REFERENCE MARK NO. 1 IS 42.375 METERS (139.01 FEET) NNW OF
 BX2622'STATION 33 FEET NW OF CENTER LINE OF GRAVEL ROAD, 34 FEET
 BX2622'SE OF WATER LINE OF BAYOU, MARK PROJECTS ABOUT 12 INCHES.
 BX2622'
 BX2622'REFERENCE MARK NO. 2 IS 300.8 FEET W OF STATION ON OPPOSITE
 BX2622'SIDE OF GRAVEL ROAD, SET BETWEEN BAYOU AND ROAD, 42 FEET
 BX2622'FROM CENTER LINE OF ROAD, MARK PROJECTS ABOUT 12 INCHES.
 BX2622'
 BX2622'LA PLACE AZIMUTH MARK IS LOCATED 2.1 MILES SSW OF STATION.
 BX2622'TO REACH FROM TRIANGULATION STATION ALEXANDRIA SOUTH BASE
 BX2622'GO SW ON WOODWORTH GRAVEL ROAD FROM STATION FOR 1.8 MILES
 BX2622'TO FORK IN ROAD, CONTINUE ON LEFT FORK WHICH IS MAIN ROAD
 BX2622'FOR 0.3 MILE TO AZIMUTH MARK ON LEFT SIDE OF ROAD.
 BX2622'
 BX2622'MARK IS SET IN FENCE LINE, 20 FEET NE OF CENTER LINE OF
 BX2622'GRAVEL ROAD.
 BX2622'
 BX2622'THIS MARK WAS CONNECTED TO TRIANGULATION STATION ALEXANDRIA
 BX2622'SOUTH BASE WITH FIRST-ORDER ACCURACY AND CAN BE USED FOR
 BX2622'ASTRONOMICAL WORK.
 BX2622'
 BX2622'REACHED FROM ALEXANDRIA POST OFFICE BY U.S. HIGHWAY 71, 4.7
 BX2622'MILES TO NEW OVERPASS OVER RAILWAYS, THENCE S ON U.S. HIGHWAY
 BX2622'71, 5.6 MILES TO WOODWORTH GRAVEL ROAD ON RIGHT, OR W.  FOLLOW
 BX2622'THIS ROAD ACROSS TRACKS FOR 0.1 MILE TO DIM ROAD ON LEFT LEADING
 BX2622'TO CHAMBERS LOADING PLATFORM AND STATION.
 BX2622'
 BX2622'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BX2622
 BX2622                          STATION RECOVERY (1935)
 BX2622
 BX2622'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BX2622'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BX2622'
 BX2622'ALL MARKS ARE SET IN 1-FOOT DIAMETER, CONCRETE POSTS.
 BX2622'
 BX2622'STATION MARK IS 17.2 FEET E OF N-S FENCE LINE FLUSH WITH
 BX2622'GROUND.
 BX2622'
 BX2622'AZIMUTH MARK IS 0.8 FOOT W OF N-S FENCE LINE AND PROJECTS 1 FOOT.
 BX2622'
 BX2622'NO OTHER MEASUREMENTS AVAILABLE.
 BX2622
 BX2622                          STATION RECOVERY (1959)
 BX2622
 BX2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2622'THE STATION WAS VISITED 9-24-59 AND THE STATION AND REFERENCE
 BX2622'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BX2622'LA PLACE AZIMUTH MARK HAD BEEN DESTROYED PRIOR TO THIS DATE
 BX2622'DUE TO ROAD CONSTRUCTION.  A LARGE STORAGE AND WAREHOUSE
 BX2622'SHED HAS BEEN BUILT SOUTH OF THE STATION BY THE MID-STATE
 BX2622'MILLING COMPANY.  A NEW DESCRIPTION FOLLOWS--
 BX2622'
 BX2622'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF ALEXANDRIA, 6
 BX2622'MILES NORTH OF LE COMPTE, AT CHAMBERS SIDING ON THE TEXAS
 BX2622'AND PACIFIC RAILROAD, IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 BX2622'OF THE TEXAS AND PACIFIC RAILROAD AND STATE HIGHWAY 470
 BX2622'LEADING SOUTHWEST TO WOODWORTH, ACROSS THE TRACKS AND U.S.
 BX2622'HIGHWAY 71 FROM THE LOUISIANA UNIVERSITY EXPERIMENT FARM,
 BX2622'IN A SMALL PASTURE LOT NORTH OF AND OWNED BY THE MID-STATE
 BX2622'MILLING CO.  IT IS 85.5 FEET SOUTHWEST OF THE WEST RAIL OF
 BX2622'THE TRACK, 185 FEET NORTH OF THE NORTHWEST CORNER OF THE
 BX2622'LARGE TIN STORAGE SHED, 97.5 FEET EAST OF THE CENTER OF
 BX2622'STATE HIGHWAY 470, 50 FEET SOUTHWEST OF A FENCE LINE, 75
 BX2622'FEET EAST OF A FENCE LINE, 85 FEET NORTHWEST OF THE THIRD
 BX2622'TELEGRAPH POLE SOUTH OF THE ROAD CROSSING, 103 FEET SOUTH OF
 BX2622'THE SECOND TELEGRAPH POLE SOUTH OF THE ROAD CROSSING,
 BX2622'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST BEARING A WHITE
 BX2622'METAL SIGN.  IT IS A STANDARD DISK, STAMPED ALEXANDRIA S
 BX2622'BASE 1934, FLUSH WITH THE GROUND.
 BX2622'
 BX2622'REFERENCE MARK NO. 1 IS 139.03 FEET WEST OF THE STATION,
 BX2622'271 FEET SOUTHWEST OF THE INTERSECTIONS OF THE CENTERLINES
 BX2622'OF STATE HIGHWAY 470 AND THE RAILROAD TRACK, 198 FEET SOUTHWEST
 BX2622'OF SIGNAL 1852, 30.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 BX2622'10 FEET NORTHWEST OF THE FIRST TELEPHONE POLE SOUTHWEST OF THE
 BX2622'TRACKS, AND 3 FEET WEST OF A FENCE LINE.  IT IS A STANDARD
 BX2622'DISK, STAMPED ALEXANDRIA S BASE NO 1 1934, PROJECTING 10
 BX2622'INCHES.
 BX2622'
 BX2622'REFERENCE MARK NO. 2 IS 300.2 FEET SOUTHWEST OF THE STATION,
 BX2622'40 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET
 BX2622'WEST OF TELEPHONE POLE NO. 5 (SECOND POLE SOUTHWEST OF THE
 BX2622'ROAD CROSSING, 15 FEET NORTHWEST OF A FENCE LINE, AND 30 FEET
 BX2622'NORTHEAST OF THE PROJECTED CENTERLINE OF THE DRIVEWAY TO THE
 BX2622'MID-STATE MILLING CO. OFFICE.  IT IS ON THE TOP OF A SMALL
 BX2622'LEVEE LIKE BANK BETWEEN THE HIGHWAY AND THE BAYOU.  IT IS
 BX2622'A STANDARD DISK, STAMPED ALEXANDRIA S BASE NO 2 1934,
 BX2622'PROJECTING 10 INCHES.
 BX2622'
 BX2622'TO REACH THE MARK FROM THE STOP LIGHT AND JUNCTION OF STATE
 BX2622'HIGHWAY 112 AND U.S. HIGHWAY 71 IN LE COMPTE (ABOUT 0.3 MILE
 BX2622'NORTH OF THE RAILROAD STATION), GO NORTH ON U.S. HIGHWAY
 BX2622'71 FOR 6.1 MILES TO THE JUNCTION WITH STATE HIGHWAY 470,
 BX2622'ACROSS THE ROAD FROM THE LSU EXPERIMENT FARM, TURN LEFT AND
 BX2622'GO SOUTHWEST ACROSS THE TRACK FOR ABOUT 100 YARDS TO THE
 BX2622'STATION ON THE LEFT.
 BX2622
 BX2622                          STATION RECOVERY (1969)
 BX2622
 BX2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2622'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED
 BX2622'AND FOUND IN GOOD CONDITION.  THE LA PLACE AZIMUTH MARK WAS
 BX2622'REPORTED DESTROYED IN 1959.  THE DISTANCES AND THE DIRECTIONS
 BX2622'TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 BX2622'1934 DATA.  A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE
 BX2622'ESTABLISHED BY THIS PARTY.
 BX2622'
 BX2622'A COMPLETE DESCRIPTION FOLLOWS--
 BX2622'
 BX2622'THE STATION IS LOCATED 9 MILES SOUTH AND 6 MILES NORTH OF
 BX2622'LECOMPTE, AT CHAMBERS SIDING AND IN THE SOUTHWEST ANGLE OF
 BX2622'THE INTERSECTION BY THE TEXAS AND PACIFIC RAILROAD AND
 BX2622'STATE HIGHWAY 470, ON PROPERTY OWNED BY THE BAYOU
 BX2622'ROBERT CORPORATION.
 BX2622'
 BX2622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 BX2622'AND STATE HIGHWAY 112 IN LECOMPTE, GO NORTH ON HIGHWAY 71 FOR
 BX2622'2.9 MILES TO THE JUNCTION OF HIGHWAY 470 ON THE LEFT.  CONTINUE
 BX2622'NORTHERLY ON HIGHWAY 71 FOR 3.2 MILES TO THE SECOND JUNCTION
 BX2622'OF STATE HIGHWAY 470 ON THE LEFT AND ALEXANDRIA LSU CAMPUS
 BX2622'ON THE RIGHT.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY 470
 BX2622'FOR 100 YARDS TO THE STATION ON THE LEFT.
 BX2622'
 BX2622'THE STATION MARK IS A STANDARD DISK STAMPED ALEXANDRIA S
 BX2622'BASE 1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2622'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 BX2622'102.5 FEET SOUTH OF A TELEPHONE POLE, 100 FEET SOUTHEAST OF
 BX2622'THE CENTER OF HIGHWAY 470, 85 FEET WEST-SOUTHWEST OF THE
 BX2622'WEST RAIL OF THE RAILROAD TRACKS, 84 FEET WEST-NORTHWEST OF
 BX2622'A TELEPHONE POLE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 BX2622'
 BX2622'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ALEXANDRIA
 BX2622'S BASE NO 1 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BX2622'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 30
 BX2622'FEET WEST-NORTHWEST OF THE CENTER OF HIGHWAY 470, 8 FEET
 BX2622'NORTH-NORTHWEST OF A CORNER FENCE POST AND 7.5 FEET NORTH
 BX2622'OF A FENCE.
 BX2622'
 BX2622'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED ALEXANDRIA S
 BX2622'BASE NO 2 1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX2622'CONCRETE MONUMENT THAT PROJECTS 18 INCHES ABOVE
 BX2622'THE GROUND.  IT IS 40 FEET WEST-NORTHWEST OF THE CENTER OF
 BX2622'HIGHWAY 470, 24 FEET WEST OF A TELEPHONE POLE, 15 FEET
 BX2622'WEST-NORTHWEST OF A FENCE AND 14 FEET EAST OF A 3-FOOT TREE.
 BX2622'
 BX2622'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ALEXANDRIA S
 BX2622'BASE NO 3 1934 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX2622'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT
 BX2622'IS 33 FEET EAST-NORTHEAST OF THE CENTER OF A TRACK ROAD, 25 FEET
 BX2622'WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 3.5
 BX2622'FEET WEST OF A TELEPHONE POLE.
 BX2622'
 BX2622'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALEXANDRIA S BASE
 BX2622'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2622'IS FLUSH WITH THE GROUND.  IT IS 155 FEET SOUTHEAST OF A METAL
 BX2622'FENCE CORNER POST, 16 FEET SOUTH OF A TWIN-TRUNKED TREE, 2 FEET
 BX2622'SOUTHEAST OF A METAL WITNESS POST AND 6 INCHES NORTHEAST OF A
 BX2622'FENCE.
 BX2622'
 BX2622'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 BX2622'HIGHWAY 470 FOR 0.3 MILE TO A HOUSE AND THE AZIMUTH MARK ON THE
 BX2622'LEFT.
 BX2622'
 BX2622'HEIGHT OF LIGHT ABOVE STATION MARK 125.7 FEET.
 BX2622'
 BX2622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2622'6 MILES NORTH OF LECOMPTE.
 BX2622
 BX2622                          STATION RECOVERY (2006)
 BX2622
 BX2622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BX2622'RAILROAD IS NOW OWNED BY UNION PACIFIC RR.  US 71 IS ALSO US 167.
 BX2622'MARK IS 0.2 M BELOW GRASS LEVEL.  WITNESS POST IS NOW FIBERGLASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2671 ***********************************************************************
 BX2671  DESIGNATION -  ALEXANDRIA S CEN BELL MW MAST
 BX2671  PID         -  BX2671
 BX2671  STATE/COUNTY-  LA/RAPIDES
 BX2671  USGS QUAD   -  ALEXANDRIA (1992)
 BX2671
 BX2671                         *CURRENT SURVEY CONTROL
 BX2671  ___________________________________________________________________
 BX2671* NAD 83(1992)-  31 18 29.21818(N)    092 26 52.24165(W)     ADJUSTED  
 BX2671* NAVD 88     -                                                        
 BX2671  ___________________________________________________________________
 BX2671  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BX2671  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX2671
 BX2671  HORZ ORDER  -  THIRD
 BX2671
 BX2671.The horizontal coordinates were established by classical geodetic methods
 BX2671.and adjusted by the National Geodetic Survey in January 1993..
 BX2671
 BX2671
 BX2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2671
 BX2671.The geoid height was determined by GEOID03.
 BX2671
 BX2671;                    North         East     Units Scale Factor Converg.
 BX2671;SPC LA N     -    89,602.271 1,004,964.802   MT  0.99997094   +0 01 39.3
 BX2671;SPC LA N     -   293,970.12  3,297,122.02   sFT  0.99997094   +0 01 39.3
 BX2671;UTM  15      - 3,463,881.321   552,542.203   MT  0.99963405   +0 17 12.9
 BX2671
 BX2671                          SUPERSEDED SURVEY CONTROL
 BX2671
 BX2671  NAD 83(1986)-  31 18 29.23718(N)    092 26 52.23752(W) AD(       ) 4
 BX2671  NAD 27      -  31 18 28.57785(N)    092 26 51.74411(W) AD(       ) 3
 BX2671
 BX2671.Superseded values are not recommended for survey control.
 BX2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2671.See file dsdata.txt to determine how the superseded data were derived.
 BX2671
 BX2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5254263881(NAD 83)
 BX2671_MARKER: 45 = MICROWAVE TOWER
 BX2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2671+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BX2671
 BX2671  HISTORY     - Date     Condition        Report By
 BX2671  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2671  HISTORY     - 19930612 GOOD             USPSQD
 BX2671  HISTORY     - 19990424 GOOD             USPSQD
 BX2671  HISTORY     - 20050204 GOOD             USPSQD
 BX2671
 BX2671                          STATION DESCRIPTION
 BX2671
 BX2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2671'THE RED LIGHT ON THE TOP OF THE SOUTH CENTRAL BELL TELEPHONE AND
 BX2671'TELEGRAPH COMPANY MICROWAVE TOWER KLM 91.  IT IS A STRUCTURAL
 BX2671'STEEL TOWER, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, HAS LARGE
 BX2671'REFLECTORS AT THE TOP AND THE OVERALL HEIGHT IF 250 FEET.  IT IS
 BX2671'LOCATED ON THE TOP OF THE SOUTH CENTRAL BELL TELEPHONE AND
 BX2671'TELEGRAPH COMPANY AT 825 MURRAY STREET IN ALEXANDRIA.
 BX2671
 BX2671                          STATION RECOVERY (1993)
 BX2671
 BX2671'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2671'RECOVERED IN GOOD CONDITION.
 BX2671
 BX2671                          STATION RECOVERY (1999)
 BX2671
 BX2671'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2671'RECOVERED IN GOOD CONDITION.
 BX2671
 BX2671                          STATION RECOVERY (2005)
 BX2671
 BX2671'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX2671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2673 ***********************************************************************
 BX2673  DESIGNATION -  ALEXANDRIA S MUN TANK
 BX2673  PID         -  BX2673
 BX2673  STATE/COUNTY-  LA/RAPIDES
 BX2673  USGS QUAD   -  ALEXANDRIA (1992)
 BX2673
 BX2673                         *CURRENT SURVEY CONTROL
 BX2673  ___________________________________________________________________
 BX2673* NAD 83(1992)-  31 16 12.13343(N)    092 27 04.78876(W)     ADJUSTED  
 BX2673* NAVD 88     -                                                        
 BX2673  ___________________________________________________________________
 BX2673  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BX2673  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2673
 BX2673  HORZ ORDER  -  THIRD
 BX2673
 BX2673.The horizontal coordinates were established by classical geodetic methods
 BX2673.and adjusted by the National Geodetic Survey in January 1993..
 BX2673
 BX2673
 BX2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2673
 BX2673.The geoid height was determined by GEOID03.
 BX2673
 BX2673;                    North         East     Units Scale Factor Converg.
 BX2673;SPC LA N     -    85,380.226 1,004,634.921   MT  0.99997817   +0 01 32.6
 BX2673;SPC LA N     -   280,118.29  3,296,039.74   sFT  0.99997817   +0 01 32.6
 BX2673;UTM  15      - 3,459,659.266   552,231.532   MT  0.99963365   +0 17 05.3
 BX2673
 BX2673                          SUPERSEDED SURVEY CONTROL
 BX2673
 BX2673  NAD 83(1986)-  31 16 12.15272(N)    092 27 04.78435(W) AD(       ) 4
 BX2673  NAD 27      -  31 16 11.49051(N)    092 27 04.29069(W) AD(       ) 3
 BX2673
 BX2673.Superseded values are not recommended for survey control.
 BX2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2673.See file dsdata.txt to determine how the superseded data were derived.
 BX2673
 BX2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5223259659(NAD 83)
 BX2673_MARKER: 53 = ELEVATED TANK
 BX2673
 BX2673  HISTORY     - Date     Condition        Report By
 BX2673  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2673  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2673
 BX2673                          STATION DESCRIPTION
 BX2673
 BX2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2673'THE STATION IS THE BALL AT THE APEX OF THE TANK.  IT IS LOCATED
 BX2673'IN THE SOUTH EDGE OF ALEXANDRIA ON LAND OWNED BY THE ALEXANDRIA
 BX2673'MUNICIPAL WATER SYSTEM, 1 BLOCK NORTH OF THE INTERSECTION OF
 BX2673'STERX ROAD AND OLCUTT STREET.
 BX2673'
 BX2673'IT IS AN ELEVATED TANK, SUPPORTED BY 6 LEGS, PAINTED WHITE WITH
 BX2673'AN OVERALL HEIGHT OF 130 FEET.
 BX2673
 BX2673                          STATION RECOVERY (1999)
 BX2673
 BX2673'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2649 ***********************************************************************
 BX2649  DESIGNATION -  ALEXANDRIA SIMON BROS WATER TK
 BX2649  PID         -  BX2649
 BX2649  STATE/COUNTY-  LA/RAPIDES
 BX2649  USGS QUAD   -  ALEXANDRIA (1992)
 BX2649
 BX2649                         *CURRENT SURVEY CONTROL
 BX2649  ___________________________________________________________________
 BX2649* NAD 83(1992)-  31 18 35.45860(N)    092 26 37.08943(W)     ADJUSTED  
 BX2649* NAVD 88     -                                                        
 BX2649  ___________________________________________________________________
 BX2649  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BX2649  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX2649
 BX2649  HORZ ORDER  -  THIRD
 BX2649
 BX2649.The horizontal coordinates were established by classical geodetic methods
 BX2649.and adjusted by the National Geodetic Survey in January 1993..
 BX2649
 BX2649
 BX2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2649
 BX2649.The geoid height was determined by GEOID03.
 BX2649
 BX2649;                    North         East     Units Scale Factor Converg.
 BX2649;SPC LA N     -    89,794.662 1,005,365.365   MT  0.99997062   +0 01 47.3
 BX2649;SPC LA N     -   294,601.32  3,298,436.20   sFT  0.99997062   +0 01 47.3
 BX2649;UTM  15      - 3,464,075.458   552,941.756   MT  0.99963457   +0 17 20.9
 BX2649
 BX2649                          SUPERSEDED SURVEY CONTROL
 BX2649
 BX2649  NAD 83(1986)-  31 18 35.47779(N)    092 26 37.08516(W) AD(       ) 4
 BX2649  NAD 27      -  31 18 34.81962(N)    092 26 36.59220(W) AD(       ) 3
 BX2649
 BX2649.Superseded values are not recommended for survey control.
 BX2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2649.See file dsdata.txt to determine how the superseded data were derived.
 BX2649
 BX2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5294264075(NAD 83)
 BX2649_MARKER: 53 = ELEVATED TANK
 BX2649
 BX2649  HISTORY     - Date     Condition        Report By
 BX2649  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2649  HISTORY     - 1959     GOOD             CGS
 BX2649  HISTORY     - 19930612 GOOD             USPSQD
 BX2649  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2649
 BX2649                          STATION DESCRIPTION
 BX2649
 BX2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2649'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BX2649'VISITED 10-13-59 AND THE WATER TANK WAS FOUND IN GOOD CONDITION.
 BX2649'THE TANK IS NOW OWNED BY THE WELLAN BROS DEPARTMENT STORE
 BX2649'AND HAS WELLANS PAINTED ON THE TANK.  IT IS LOCATED IN THE
 BX2649'SOUTHWEST CORNER OF THE TOP OF WELLANS STORE AT THE INTERSECTION
 BX2649'OF THIRD STREET AND WASHINGTON AVE.
 BX2649
 BX2649                          STATION RECOVERY (1993)
 BX2649
 BX2649'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2649'RECOVERED IN GOOD CONDITION.
 BX2649
 BX2649                          STATION RECOVERY (1999)
 BX2649
 BX2649'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2681 ***********************************************************************
 BX2681  DESIGNATION -  ALEXANDRIA W MUN TANK
 BX2681  PID         -  BX2681
 BX2681  STATE/COUNTY-  LA/RAPIDES
 BX2681  USGS QUAD   -  ALEXANDRIA (1992)
 BX2681
 BX2681                         *CURRENT SURVEY CONTROL
 BX2681  ___________________________________________________________________
 BX2681* NAD 83(1992)-  31 17 23.70704(N)    092 28 28.73635(W)     ADJUSTED  
 BX2681* NAVD 88     -                                                        
 BX2681  ___________________________________________________________________
 BX2681  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BX2681  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX2681
 BX2681  HORZ ORDER  -  THIRD
 BX2681
 BX2681.The horizontal coordinates were established by classical geodetic methods
 BX2681.and adjusted by the National Geodetic Survey in January 1993..
 BX2681
 BX2681
 BX2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2681
 BX2681.The geoid height was determined by GEOID03.
 BX2681
 BX2681;                    North         East     Units Scale Factor Converg.
 BX2681;SPC LA N     -    87,583.768 1,002,413.712   MT  0.99997434   +0 00 48.3
 BX2681;SPC LA N     -   287,347.75  3,288,752.32   sFT  0.99997434   +0 00 48.3
 BX2681;UTM  15      - 3,461,851.981   550,001.142   MT  0.99963084   +0 16 22.3
 BX2681
 BX2681                          SUPERSEDED SURVEY CONTROL
 BX2681
 BX2681  NAD 83(1986)-  31 17 23.72623(N)    092 28 28.73221(W) AD(       ) 4
 BX2681  NAD 27      -  31 17 23.06541(N)    092 28 28.23612(W) AD(       ) 3
 BX2681
 BX2681.Superseded values are not recommended for survey control.
 BX2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2681.See file dsdata.txt to determine how the superseded data were derived.
 BX2681
 BX2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5000161852(NAD 83)
 BX2681_MARKER: 53 = ELEVATED TANK
 BX2681
 BX2681  HISTORY     - Date     Condition        Report By
 BX2681  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2681  HISTORY     - 19990424 GOOD             USPSQD
 BX2681
 BX2681                          STATION DESCRIPTION
 BX2681
 BX2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2681'THE STATION IS THE BALL AT THE APEX OF THE TANK.  IT IS LOCATED
 BX2681'IN THE SOUTHWEST EDGE OF ALEXANDRIA 1 BLOCK EAST OF THE INTERSECTION
 BX2681'OF MC ARTHUR BLVD. AND ROSALINA STREET ON PROPERTY OWNED BY THE
 BX2681'ALEXANDRIA MUNICIPAL WATER SYSTEM.
 BX2681'
 BX2681'IT IS AN ELEVATED TANK OF LARGE CAPACITY, SUPPORTED BY 10 LEGS,
 BX2681'PAINTED WHITE WITH AN OVERALL HEIGHT OF 150 FEET.
 BX2681
 BX2681                          STATION RECOVERY (1999)
 BX2681
 BX2681'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0926 ***********************************************************************
 BX0926  DESIGNATION -  ALEXANRIDA N BASE AZ MK
 BX0926  PID         -  BX0926
 BX0926  STATE/COUNTY-  LA/RAPIDES
 BX0926  USGS QUAD   -  ALEXANDRIA (1992)
 BX0926
 BX0926                         *CURRENT SURVEY CONTROL
 BX0926  ___________________________________________________________________
 BX0926* NAD 83(1986)-  31 15 19.     (N)    092 26 06.     (W)     SCALED    
 BX0926* NAVD 88     -        24.059  (meters)      78.93   (feet)  ADJUSTED  
 BX0926  ___________________________________________________________________
 BX0926  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX0926  DYNAMIC HT  -          24.029 (meters)      78.84  (feet)  COMP
 BX0926  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 BX0926
 BX0926  VERT ORDER  -  FIRST     CLASS I
 BX0926
 BX0926.The horizontal coordinates were scaled from a topographic map and have
 BX0926.an estimated accuracy of +/- 6 seconds.
 BX0926
 BX0926.The orthometric height was determined by differential leveling
 BX0926.and adjusted by the National Geodetic Survey in February 1994..
 BX0926
 BX0926.The geoid height was determined by GEOID03.
 BX0926
 BX0926.The dynamic height is computed by dividing the NAVD 88
 BX0926.geopotential number by the normal gravity value computed on the
 BX0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0926.degrees latitude (g = 980.6199 gals.).
 BX0926
 BX0926.The modeled gravity was interpolated from observed gravity values.
 BX0926
 BX0926;                    North         East    Units  Estimated Accuracy
 BX0926;SPC LA N     -    83,750.    1,006,190.      MT  (+/- 180 meters Scaled)
 BX0926
 BX0926                          SUPERSEDED SURVEY CONTROL
 BX0926
 BX0926  NAVD 88 (06/15/91)   24.057  (m)           78.93   (f) UNKNOWN     1 1
 BX0926  NGVD 29 (??/??/??)   24.045  (m)           78.89   (f) ADJUSTED    1 1
 BX0926
 BX0926.Superseded values are not recommended for survey control.
 BX0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0926.See file dsdata.txt to determine how the superseded data were derived.
 BX0926
 BX0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ537580(NAD 83)
 BX0926_MARKER: DZ = AZIMUTH MARK DISK
 BX0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0926_STAMPING: ALEXANDRIA N. BASE 1934 1969
 BX0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0926+STABILITY: SURFACE MOTION
 BX0926
 BX0926  HISTORY     - Date     Condition        Report By
 BX0926  HISTORY     - 1969     MONUMENTED       CGS
 BX0926  HISTORY     - 1970     GOOD             NGS
 BX0926
 BX0926                          STATION DESCRIPTION
 BX0926
 BX0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0926'5.05 MI S FROM ALEXANDRIA.
 BX0926'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0926'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0926'RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.95 MILE
 BX0926'SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 167 BYPASS, THENCE 0.2 MILE
 BX0926'NORTHEAST ALONG SUGAR HOUSE ROAD, 198 FEET NORTH OF THE CENTER OF A
 BX0926'CROSSING OF THE ROAD AND A RAILROAD WHICH IS USED BY THE MISSOURI
 BX0926'PACIFIC AND THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROADS, AND THE
 BX0926'TEXAS AND PACIFIC RAILWAY, 34 FEET EAST OF THE EAST RAIL OF THE MOST
 BX0926'EASTERLY SET OF SEVEN TRACKS, 133 FEET WEST OF THE CENTER LINE OF
 BX0926'RAILROAD AVENUE, 3 1/2 FEET SOUTH OF TELEPHONE POLE NUMBER L 26 M, 2.0
 BX0926'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 BX0926'OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 BX0926'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3080 ***********************************************************************
 BX3080  DESIGNATION -  ALFALFA
 BX3080  PID         -  BX3080
 BX3080  STATE/COUNTY-  LA/RAPIDES
 BX3080  USGS QUAD   -  GARDNER (1992)
 BX3080
 BX3080                         *CURRENT SURVEY CONTROL
 BX3080  ___________________________________________________________________
 BX3080* NAD 83(1992)-  31 22 16.96000(N)    092 37 40.39565(W)     ADJUSTED  
 BX3080* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 BX3080  ___________________________________________________________________
 BX3080  X           -    -249,908.896 (meters)                     COMP
 BX3080  Y           -  -5,444,937.112 (meters)                     COMP
 BX3080  Z           -   3,301,118.522 (meters)                     COMP
 BX3080  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BX3080  ELLIP HEIGHT-          -0.83  (meters)          (06/26/02) GPS OBS
 BX3080  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX3080
 BX3080  HORZ ORDER  -  FIRST
 BX3080  ELLP ORDER  -  FOURTH    CLASS II
 BX3080
 BX3080.The horizontal coordinates were established by GPS observations
 BX3080.and adjusted by the National Geodetic Survey in January 1993..
 BX3080
 BX3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3080
 BX3080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3080
 BX3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3080
 BX3080.The ellipsoidal height was determined by GPS observations
 BX3080.and is referenced to NAD 83.
 BX3080
 BX3080.The geoid height was determined by GEOID03.
 BX3080
 BX3080;                    North         East     Units Scale Factor Converg.
 BX3080;SPC LA N     -    96,622.163   987,834.263   MT  0.99995989   -0 04 03.4
 BX3080;SPC LA N     -   317,001.21  3,240,919.58   sFT  0.99995989   -0 04 03.4
 BX3080;UTM  15      - 3,470,820.926   535,385.795   MT  0.99961544   +0 11 37.4
 BX3080
 BX3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3080!SPC LA N     -   1.00000013  x   0.99995989  =   0.99996002
 BX3080!UTM  15      -   1.00000013  x   0.99961544  =   0.99961557
 BX3080
 BX3080                          SUPERSEDED SURVEY CONTROL
 BX3080
 BX3080  ELLIP H (01/21/93)   -0.74   (m)                       GP(       ) 4 2
 BX3080  NAD 83(1986)-  31 22 16.98053(N)    092 37 40.39078(W) AD(       ) 1
 BX3080  NGVD 29 (08/25/89)   25.5    (m)           84.     (f) GPS OBS        
 BX3080
 BX3080.Superseded values are not recommended for survey control.
 BX3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3080.See file dsdata.txt to determine how the superseded data were derived.
 BX3080
 BX3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3538670821(NAD 83)
 BX3080_MARKER: DE = TRAVERSE STATION DISK
 BX3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3080_SP_SET: CONCRETE POST
 BX3080_STAMPING: ALFALFA 1988
 BX3080_MARK LOGO: LADTD 
 BX3080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3080+STABILITY: SURFACE MOTION
 BX3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3080+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1989
 BX3080
 BX3080  HISTORY     - Date     Condition        Report By
 BX3080  HISTORY     - 1988     MONUMENTED       LADTD
 BX3080  HISTORY     - 19890227 GOOD
 BX3080
 BX3080                          STATION DESCRIPTION
 BX3080
 BX3080'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3080'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF ALEXANDRIA, 8
 BX3080'KM (4.95 MI) EAST OF HOTWELLS AND 3.2 KM (2.00 MI) SOUTH OF BOYCE, IN
 BX3080'SECTION 15, T 4 N, R 2 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3080'TRANSPORTATION AND DEVELOPMENT.
 BX3080'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3080'STATE HIGHWAY 1 IN SOUTH BOYCE, GO SOUTH FOR 2.4 KM (1.50 MI) ON
 BX3080'HIGHWAY 1 TO THE MARK ON THE RIGHT JUST PAST A RED BARN.
 BX3080'THE STATION IS FLUSH WITH THE GROUND 36.9 M (121.1 FT) WEST FROM THE
 BX3080'CENTER OF A GRAVEL DRIVE WITH A CATTLE GUARD, 18.9 M (62.0 FT)
 BX3080'EAST-NORTHEAST FROM THE CORNER OF THE BARN, 11.9 M (39.0 FT) SOUTH
 BX3080'FROM THE CENTER OF HIGHWAY 1, 6.1 M (20.0 FT) EAST FROM THE CENTER OF
 BX3080'A PIPE GATE, 0.6 M (2.0 FT) NORTH FROM A PIPE AND WIRE FENCE AND 0.46
 BX3080'M (1.5 FT) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BX3080
 BX3080                          STATION RECOVERY (1989)
 BX3080
 BX3080'RECOVERED 1989
 BX3080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4739 ***********************************************************************
 BJ4739  DESIGNATION -  ALFORD
 BJ4739  PID         -  BJ4739
 BJ4739  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4739  USGS QUAD   -  COMITE (1996)
 BJ4739
 BJ4739                         *CURRENT SURVEY CONTROL
 BJ4739  ___________________________________________________________________
 BJ4739* NAD 83(1992)-  30 31 19.22866(N)    091 00 35.18042(W)     ADJUSTED  
 BJ4739* NAVD 88     -        16.9    (meters)      55.     (feet)  VERTCON   
 BJ4739  ___________________________________________________________________
 BJ4739  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BJ4739  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4739
 BJ4739  HORZ ORDER  -  FIRST
 BJ4739
 BJ4739.The horizontal coordinates were established by classical geodetic methods
 BJ4739.and adjusted by the National Geodetic Survey in January 1993..
 BJ4739
 BJ4739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4739
 BJ4739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4739
 BJ4739.The geoid height was determined by GEOID03.
 BJ4739
 BJ4739;                    North         East     Units Scale Factor Converg.
 BJ4739;SPC LA S     -   224,174.914 1,031,053.446   MT  0.99996698   +0 09 42.4
 BJ4739;SPC LA S     -   735,480.53  3,382,714.51   sFT  0.99996698   +0 09 42.4
 BJ4739;UTM  15      - 3,378,315.181   690,959.017   MT  1.00004987   +1 00 39.9
 BJ4739
 BJ4739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4739!SPC LA S     -   1.00000161  x   0.99996698  =   0.99996859
 BJ4739!UTM  15      -   1.00000161  x   1.00004987  =   1.00005148
 BJ4739
 BJ4739:                Primary Azimuth Mark                     Grid Az
 BJ4739:SPC LA S     -  GREENWELL SPRINGS TB HOSP MW             016 15 33.8
 BJ4739:UTM  15      -  GREENWELL SPRINGS TB HOSP MW             015 24 36.3
 BJ4739
 BJ4739|---------------------------------------------------------------------|
 BJ4739| PID    Reference Object                     Distance      Geod. Az  |
 BJ4739|                                                           dddmmss.s |
 BJ4739| BJ4646 GREENWELL SPRINGS TB HOSP MW        APPROX. 6.4 KM 0162516.2 |
 BJ4739| BJ4645 GREENWELL SPRINGS TB HOSP TANK      APPROX. 6.5 KM 0163045.6 |
 BJ4739| CV9574 ALFORD RM 1                          39.319 METERS 03624     |
 BJ4739| CV9573 ALFORD AZ MK                                       0915454.0 |
 BJ4739| CV9575 ALFORD RM 2                          47.695 METERS 13054     |
 BJ4739|---------------------------------------------------------------------|
 BJ4739
 BJ4739                          SUPERSEDED SURVEY CONTROL
 BJ4739
 BJ4739  NAD 83(1986)-  30 31 19.24628(N)    091 00 35.17794(W) AD(       ) 1
 BJ4739  NAD 27      -  30 31 18.56742(N)    091 00 34.80696(W) AD(       ) 1
 BJ4739  NGVD 29 (07/19/86)   16.9    (m)           55.     (f) VERT ANG       
 BJ4739
 BJ4739.Superseded values are not recommended for survey control.
 BJ4739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4739.See file dsdata.txt to determine how the superseded data were derived.
 BJ4739
 BJ4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9095978315(NAD 83)
 BJ4739_MARKER: DS = TRIANGULATION STATION DISK
 BJ4739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4739
 BJ4739  HISTORY     - Date     Condition        Report By
 BJ4739  HISTORY     - 1970     MONUMENTED       NGS
 BJ4739
 BJ4739                          STATION DESCRIPTION
 BJ4739
 BJ4739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4739'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF DENHAM SPRINGS,
 BJ4739'3 MILES SOUTHEAST OF CENTRAL, 1.5 MILES NORTHEAST OF COMITE, IN
 BJ4739'SECTION 16, T6S, R2E AND ON LAND OWNED BY THE EAST BATON ROUGE
 BJ4739'PARISH SCHOOL BOARD.  ADDRESS EAST BATON ROUGE PARISH SCHOOL
 BJ4739'BOARD, 1050 SOUTH FOSTER DRIVE, BATON ROUGE, LOUISIANA.  TELEPHONE
 BJ4739'NUMBER 926-2790.
 BJ4739'
 BJ4739'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND 3035
 BJ4739'IN COMITE, GO NORTHEAST AND EAST ON STATE HIGHWAY 37 FOR 1.2 MILES
 BJ4739'TO SHADY PARK DRIVE.  TURN LEFT AND GO NORTH AND NORTHEAST ON SHADY
 BJ4739'PARK DRIVE FOR 0.3 MILE TO A FORK AND THE STATION AS DESCRIBED.
 BJ4739'
 BJ4739'THE STATION MARK IS A STANDARD DISK, STAMPED ALFORD 1970, SET IN THE
 BJ4739'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4739'THE SURFACE OF THE GROUND.  IT IS 131 FEET SOUTH-SOUTHWEST OF A
 BJ4739'METAL WIT- NESS POST, 90 FEET NORTH-NORTHEAST OF THE INTERSECTION OF
 BJ4739'THE FORK, 54 FEET NORTH-NORTHWEST OF THE CENTER OF A PAVED ROAD
 BJ4739'AND 48 FEET EAST OF SHADY PARK DRIVE.
 BJ4739'
 BJ4739'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALFORD NO 1 1970, SET
 BJ4739'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4739'WITH THE GROUND SURFACE.  IT IS 129 FEET NORTH OF THE CENTER OF THE
 BJ4739'PAVED ROAD, 13 FEET EAST OF A POWER POLE, 5 FEET SOUTH OF A
 BJ4739'DRAINAGE DITCH AND 2.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 BJ4739'
 BJ4739'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALFORD NO 2 1970, SET
 BJ4739'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4739'WITH THE GROUND SURFACE.  IT IS 82 FEET SOUTH OF THE CENTER OF THE
 BJ4739'PAVED ROAD, AND 5 FEET NORTHEAST OF A POWER POLE WITH A
 BJ4739'TRANSFORMER.
 BJ4739'
 BJ4739'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALFORD 1970, SET IN THE TOP
 BJ4739'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 BJ4739'ABOVE THE GROUND SURFACE.  IT IS 116 FEET NORTH OF A PARK ROAD, 36
 BJ4739'FEET NORTHEAST OF AN 20-INCH PINE TREE, 5 FEET SOUTH OF A
 BJ4739'DRAINAGE DITCH AND 2.4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BJ4739'POST.
 BJ4739'
 BJ4739'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A PARK ROAD
 BJ4739'FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BJ4739'
 BJ4739'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2691 ***********************************************************************
 AU2691  DESIGNATION -  ALGIERS 1874
 AU2691  PID         -  AU2691
 AU2691  STATE/COUNTY-  LA/ORLEANS
 AU2691  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2691
 AU2691                         *CURRENT SURVEY CONTROL
 AU2691  ___________________________________________________________________
 AU2691* NAD 83(1992)-  29 56 20.55602(N)    090 02 26.63821(W)     ADJUSTED  
 AU2691* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2691  **This station is located in a subsidence area (see below).
 AU2691  ___________________________________________________________________
 AU2691  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU2691  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AU2691
 AU2691  HORZ ORDER  -  SECOND
 AU2691
 AU2691.The horizontal coordinates were established by classical geodetic methods
 AU2691.and adjusted by the National Geodetic Survey in January 1993..
 AU2691
 AU2691 ** The orthometric height has not been validated since last determined
 AU2691 ** by differential leveling and should not be used for control purposes.
 AU2691 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2691 ** area with valid NAVD 88 orthometric heights.
 AU2691 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2691 ** epoch indicated which incorporates improved geoid heights for the
 AU2691 ** Southern Louisiana Subsidence area.
 AU2691 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2691.The orthometric height was scaled from a topographic map.
 AU2691
 AU2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2691
 AU2691.The geoid height was determined by GEOID03.
 AU2691
 AU2691;                    North         East     Units Scale Factor Converg.
 AU2691;SPC LA S     -   160,213.553 1,124,782.524   MT  0.99992632   +0 38 46.7
 AU2691;SPC LA S     -   525,633.97  3,690,224.00   sFT  0.99992632   +0 38 46.7
 AU2691;UTM  15      - 3,315,714.583   785,652.934   MT  1.00060687   +1 28 40.5
 AU2691;UTM  16      - 3,315,920.362   206,479.645   MT  1.00066310   -1 31 07.1
 AU2691
 AU2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2691!SPC LA S     -   1.00000394  x   0.99992632  =   0.99993026
 AU2691!UTM  15      -   1.00000394  x   1.00060687  =   1.00061081
 AU2691!UTM  16      -   1.00000394  x   1.00066310  =   1.00066704
 AU2691
 AU2691:                Primary Azimuth Mark                     Grid Az
 AU2691:SPC LA S     -  AMERICAN 1929                            296 10 33.3
 AU2691:UTM  15      -  AMERICAN 1929                            295 20 39.5
 AU2691:UTM  16      -  AMERICAN 1929                            298 20 27.1
 AU2691
 AU2691|---------------------------------------------------------------------|
 AU2691| PID    Reference Object                     Distance      Geod. Az  |
 AU2691|                                                           dddmmss.s |
 AU2691| AU2646 AMERICAN 1929                       APPROX. 3.3 KM 2964920.0 |
 AU2691|---------------------------------------------------------------------|
 AU2691
 AU2691                          SUPERSEDED SURVEY CONTROL
 AU2691
 AU2691  NAD 83(1986)-  29 56 20.57090(N)    090 02 26.63814(W) AD(       ) 2
 AU2691  NAD 27      -  29 56 19.83576(N)    090 02 26.38508(W) AD(       ) 2
 AU2691
 AU2691.Superseded values are not recommended for survey control.
 AU2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2691.See file dsdata.txt to determine how the superseded data were derived.
 AU2691
 AU2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8565315715(NAD 83)
 AU2691_MARKER: X = CHISELED CROSS
 AU2691_SETTING: 0 = UNSPECIFIED SETTING
 AU2691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2691
 AU2691  HISTORY     - Date     Condition        Report By
 AU2691  HISTORY     - 1874     MONUMENTED       MRC
 AU2691  HISTORY     - 1952     GOOD             CGS
 AU2691  HISTORY     - 1964     MARK NOT FOUND   USGS
 AU2691  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU2691
 AU2691                          STATION DESCRIPTION
 AU2691
 AU2691'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1874 (CHB)
 AU2691'ON THE WESTERN BANK OF THE MISSISSIPPI RIVER TO THE E OF ALGIERS,
 AU2691'ON THE EASTERN BANK OF THE ALGIERS OUTPOUR CANAL, ABOUT 0.4 MILE
 AU2691'S OF NEWTON STREET WHICH IS THE HIGHWAY LEADING FROM ALGIERS TO
 AU2691'THE NAVAL STATION, ABOUT 45 PACES E OF A ROAD, 65 PACES SE OF A
 AU2691'PUMPING PLANT, ABOUT 60 PACES SE OF A SOUTHERN PACIFIC RAILWAY
 AU2691'SPUR LINE LEADING TO SOME OIL STORAGE TANKS, AND 10 PACES SW OF
 AU2691'THE SOUTHWESTERNMOST ONE OF THE STORAGE TANKS.
 AU2691'
 AU2691'THE STATION IS MARKED WITH A CAST IRON SCREWPILE WITH A CROSS CUT
 AU2691'ON THE TOP OF AN 8-INCH CAST IRON CAP.  THE MARK PROJECTS 4 INCHES
 AU2691'ABOVE THE SURFACE OF THE GROUND.
 AU2691'
 AU2691'A 2-INCH IRON PIPE DRIVEN INTO THE GROUND 3 INCHES S OF THE
 AU2691'STATION PROJECTS 15 INCHES ABOVE THE GROUND AND CAN BE PLAINLY
 AU2691'SEEN FROM THE ROAD.  ELEVATION--GULF LEVEL, CROSS ON CAP, 2.64
 AU2691'FEET.
 AU2691
 AU2691                          STATION RECOVERY (1952)
 AU2691
 AU2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2691'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2691'IS INADEQUATE.  A REVISED DESCRIPTION FOLLOWS--
 AU2691'
 AU2691'STATION IS LOCATED IN ALGIERS, ON WHITNEY AVENUE, 0.4 MI. S OF THE
 AU2691'INTERSECTION OF WHITNEY AVENUE AND NEWTON STREET, AT THE
 AU2691'INTERSECTION OF WHITNEY AVENUE AND A SPUR TRACK OF THE SOUTHERN
 AU2691'PACIFIC RAILROAD, IN A SMALL PASTURE, 175 FT. SE OF THE SE CORNER
 AU2691'OF A PUMPING STATION, 152 FT. SW OF A LARGE BLACK STORAGE TANK,
 AU2691'65 FT. N OF A SMALL RED BARN, AND 30 FT. SW OF A SMALL POND.
 AU2691'STATION IS MARKED BY A 4-IN. PIPE WITH A CAP, AND A CROSS CUT
 AU2691'IN THE CENTER OF THE CAP.
 AU2691'
 AU2691'THE 8-IN. CAP, REFERRED TO IN 1934, HAS BROKEN OFF AROUND THE
 AU2691'EDGES AND IS NOW SMALLER ON THE TOP THAN THE 4 IN.
 AU2691
 AU2691                          STATION RECOVERY (1964)
 AU2691
 AU2691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 AU2691'STATION HAS NOT BEEN FOUND.  GROUND HAS BEEN TORN UP.
 AU2691
 AU2691                          STATION RECOVERY (1965)
 AU2691
 AU2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU2691'STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2696 ***********************************************************************
 AU2696  DESIGNATION -  ALGIERS NAVAL STA EAST RAD TWR
 AU2696  PID         -  AU2696
 AU2696  STATE/COUNTY-  LA/ORLEANS
 AU2696  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2696
 AU2696                         *CURRENT SURVEY CONTROL
 AU2696  ___________________________________________________________________
 AU2696* NAD 83(1992)-  29 56 51.36530(N)    090 01 51.63958(W)     ADJUSTED  
 AU2696* NAVD 88     -                                                        
 AU2696  **This station is located in a subsidence area (see below).
 AU2696  ___________________________________________________________________
 AU2696  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2696  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AU2696
 AU2696  HORZ ORDER  -  THIRD
 AU2696
 AU2696.The horizontal coordinates were established by classical geodetic methods
 AU2696.and adjusted by the National Geodetic Survey in January 1993..
 AU2696
 AU2696 ** The orthometric height has not been validated since last determined
 AU2696 ** by differential leveling and should not be used for control purposes.
 AU2696 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2696 ** area with valid NAVD 88 orthometric heights.
 AU2696 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2696 ** epoch indicated which incorporates improved geoid heights for the
 AU2696 ** Southern Louisiana Subsidence area.
 AU2696 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2696
 AU2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2696
 AU2696.The geoid height was determined by GEOID03.
 AU2696
 AU2696;                    North         East     Units Scale Factor Converg.
 AU2696;SPC LA S     -   161,172.730 1,125,710.211   MT  0.99992617   +0 39 04.2
 AU2696;SPC LA S     -   528,780.87  3,693,267.58   sFT  0.99992617   +0 39 04.2
 AU2696;UTM  15      - 3,316,687.791   786,567.223   MT  1.00061332   +1 28 59.4
 AU2696;UTM  16      - 3,316,844.483   207,443.614   MT  1.00065613   -1 30 51.1
 AU2696
 AU2696                          SUPERSEDED SURVEY CONTROL
 AU2696
 AU2696  NAD 83(1986)-  29 56 51.38015(N)    090 01 51.63935(W) AD(       ) 4
 AU2696  NAD 27      -  29 56 50.64652(N)    090 01 51.38840(W) AD(       ) 3
 AU2696
 AU2696.Superseded values are not recommended for survey control.
 AU2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2696.See file dsdata.txt to determine how the superseded data were derived.
 AU2696
 AU2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8656716688(NAD 83)
 AU2696_MARKER: 43 = RADIO/TV TOWER
 AU2696
 AU2696  HISTORY     - Date     Condition        Report By
 AU2696  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2696  HISTORY     - 1952     GOOD             CGS
 AU2696  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AU2696
 AU2696                          STATION DESCRIPTION
 AU2696
 AU2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2696'ON THE NAVAL BASE RESERVATION APPROXIMATELY 3/4 MILE E OF
 AU2696'THE CITY OF ALGIERS.  THE POINT OF OBSERVATION WAS THE RED
 AU2696'LIGHT IN THE CENTER OF THE TOP OF THE MAST WHICH IS 165 FEET
 AU2696'HIGH.  AN IDENTICAL TOWER IS 600 FEET W OF THIS ONE.
 AU2696
 AU2696                          STATION RECOVERY (1952)
 AU2696
 AU2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2696'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2696'IS ADEQUATE AND COMPLETE.
 AU2696
 AU2696                          STATION RECOVERY (1988)
 AU2696
 AU2696'RECOVERY NOTE BY US POWER SQUADRON 1988 (HL)
 AU2696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2695 ***********************************************************************
 AU2695  DESIGNATION -  ALGIERS NAVAL STA WEST RAD TWR
 AU2695  PID         -  AU2695
 AU2695  STATE/COUNTY-  LA/ORLEANS
 AU2695  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2695
 AU2695                         *CURRENT SURVEY CONTROL
 AU2695  ___________________________________________________________________
 AU2695* NAD 83(1992)-  29 56 51.71936(N)    090 01 58.33166(W)     ADJUSTED  
 AU2695* NAVD 88     -                                                        
 AU2695  **This station is located in a subsidence area (see below).
 AU2695  ___________________________________________________________________
 AU2695  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2695  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2695
 AU2695  HORZ ORDER  -  THIRD
 AU2695
 AU2695.The horizontal coordinates were established by classical geodetic methods
 AU2695.and adjusted by the National Geodetic Survey in January 1993..
 AU2695
 AU2695 ** The orthometric height has not been validated since last determined
 AU2695 ** by differential leveling and should not be used for control purposes.
 AU2695 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2695 ** area with valid NAVD 88 orthometric heights.
 AU2695 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2695 ** epoch indicated which incorporates improved geoid heights for the
 AU2695 ** Southern Louisiana Subsidence area.
 AU2695 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2695
 AU2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2695
 AU2695.The geoid height was determined by GEOID03.
 AU2695
 AU2695;                    North         East     Units Scale Factor Converg.
 AU2695;SPC LA S     -   161,181.593 1,125,530.658   MT  0.99992617   +0 39 00.9
 AU2695;SPC LA S     -   528,809.94  3,692,678.50   sFT  0.99992617   +0 39 00.9
 AU2695;UTM  15      - 3,316,694.050   786,387.438   MT  1.00061205   +1 28 56.0
 AU2695;UTM  16      - 3,316,860.136   207,264.394   MT  1.00065742   -1 30 54.4
 AU2695
 AU2695                          SUPERSEDED SURVEY CONTROL
 AU2695
 AU2695  NAD 83(1986)-  29 56 51.73424(N)    090 01 58.33145(W) AD(       ) 4
 AU2695  NAD 27      -  29 56 51.00058(N)    090 01 58.08039(W) AD(       ) 3
 AU2695
 AU2695.Superseded values are not recommended for survey control.
 AU2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2695.See file dsdata.txt to determine how the superseded data were derived.
 AU2695
 AU2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8638716694(NAD 83)
 AU2695_MARKER: 43 = RADIO/TV TOWER
 AU2695
 AU2695  HISTORY     - Date     Condition        Report By
 AU2695  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2695  HISTORY     - 1946     GOOD             CGS
 AU2695  HISTORY     - 1952     GOOD             CGS
 AU2695  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AU2695
 AU2695                          STATION DESCRIPTION
 AU2695
 AU2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2695'ON THE NAVAL BASE RESERVATION APPROXIMATELY 3/4 MILE E OF THE
 AU2695'CITY OF ALGIERS.  THE POINT OF OBSERVATION WAS THE RED
 AU2695'LIGHT IN THE CENTER OF THE TOP OF THE MAST WHICH IS 165 FEET
 AU2695'HIGH.  AN IDENTICAL TOWER IS 600 FEET E OF THIS ONE.
 AU2695
 AU2695                          STATION RECOVERY (1946)
 AU2695
 AU2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 AU2695'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO INFORMATION
 AU2695'OBTAINED OF THE NAVAL STATION AND FROM LOCAL RESIDENTS NEARBY
 AU2695'THE TOWER HAS NOT BEEN CHANGED ANY SINCE IT WAS BUILT.  THE
 AU2695'DESCRIPTION IS ADEQUATE.
 AU2695
 AU2695                          STATION RECOVERY (1952)
 AU2695
 AU2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2695'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2695'IS ADEQUATE AND COMPLETE.
 AU2695
 AU2695                          STATION RECOVERY (1988)
 AU2695
 AU2695'RECOVERY NOTE BY US POWER SQUADRON 1988 (HL)
 AU2695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2693 ***********************************************************************
 AU2693  DESIGNATION -  ALGIERS USN WATER TANK
 AU2693  PID         -  AU2693
 AU2693  STATE/COUNTY-  LA/ORLEANS
 AU2693  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2693
 AU2693                         *CURRENT SURVEY CONTROL
 AU2693  ___________________________________________________________________
 AU2693* NAD 83(1992)-  29 56 53.39132(N)    090 02 01.90026(W)     ADJUSTED  
 AU2693* NAVD 88     -                                                        
 AU2693  **This station is located in a subsidence area (see below).
 AU2693  ___________________________________________________________________
 AU2693  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2693  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2693
 AU2693  HORZ ORDER  -  THIRD
 AU2693
 AU2693.The horizontal coordinates were established by classical geodetic methods
 AU2693.and adjusted by the National Geodetic Survey in January 1993..
 AU2693
 AU2693 ** The orthometric height has not been validated since last determined
 AU2693 ** by differential leveling and should not be used for control purposes.
 AU2693 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2693 ** area with valid NAVD 88 orthometric heights.
 AU2693 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2693 ** epoch indicated which incorporates improved geoid heights for the
 AU2693 ** Southern Louisiana Subsidence area.
 AU2693 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2693
 AU2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2693
 AU2693.The geoid height was determined by GEOID03.
 AU2693
 AU2693;                    North         East     Units Scale Factor Converg.
 AU2693;SPC LA S     -   161,231.983 1,125,434.393   MT  0.99992616   +0 38 59.1
 AU2693;SPC LA S     -   528,975.26  3,692,362.67   sFT  0.99992616   +0 38 59.1
 AU2693;UTM  15      - 3,316,743.071   786,290.384   MT  1.00061137   +1 28 54.3
 AU2693;UTM  16      - 3,316,914.167   207,170.032   MT  1.00065811   -1 30 56.3
 AU2693
 AU2693                          SUPERSEDED SURVEY CONTROL
 AU2693
 AU2693  NAD 83(1986)-  29 56 53.40586(N)    090 02 01.89932(W) AD(       ) 4
 AU2693  NAD 27      -  29 56 52.67175(N)    090 02 01.64349(W) AD(       ) 3
 AU2693
 AU2693.Superseded values are not recommended for survey control.
 AU2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2693.See file dsdata.txt to determine how the superseded data were derived.
 AU2693
 AU2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8629016743(NAD 83)
 AU2693_MARKER: 53 = ELEVATED TANK
 AU2693
 AU2693  HISTORY     - Date     Condition        Report By
 AU2693  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2693  HISTORY     - 1972     GOOD             NGS
 AU2693  HISTORY     - 20030507 GOOD             USPSQD
 AU2693
 AU2693                          STATION DESCRIPTION
 AU2693
 AU2693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2693'THE ALGIERS UNITED STATES NAVY WATER TANK IS LOCATED AT THE
 AU2693'ALGIERS NAVAL STATION.
 AU2693'
 AU2693'IT IS A SIX-LEGGED, SELF SUPPORTED STEEL STRUCTURE, PAINTED
 AU2693'RED AND WHITE STRIPED SIDES, A BLUE TOP WITH WHITE STARS, AND
 AU2693'IS APPROXIMATELY 150 FEET IN HEIGHT.
 AU2693'
 AU2693'POINT OF INTERSECTION WAS THE RED LIGHT AT THE TOP.
 AU2693
 AU2693                          STATION RECOVERY (2003)
 AU2693
 AU2693'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AU2693'RECOVERED IN GOOD CONDITION.  ADD-- THE WORD NAVY IS WRITTEN ON THE
 AU2693'SIDES OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2409 ***********************************************************************
 AU2409  DESIGNATION -  ALICE J W FOSTER SUGAR MILL TK
 AU2409  PID         -  AU2409
 AU2409  STATE/COUNTY-  LA/ST MARY
 AU2409  USGS QUAD   -  CENTERVILLE (1994)
 AU2409
 AU2409                         *CURRENT SURVEY CONTROL
 AU2409  ___________________________________________________________________
 AU2409* NAD 83(1992)-  29 46 10.47441(N)    091 28 44.72457(W)     ADJUSTED  
 AU2409* NAVD 88     -                                                        
 AU2409  **This station is located in a subsidence area (see below).
 AU2409  ___________________________________________________________________
 AU2409  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2409  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AU2409
 AU2409  HORZ ORDER  -  THIRD
 AU2409
 AU2409.The horizontal coordinates were established by classical geodetic methods
 AU2409.and adjusted by the National Geodetic Survey in January 1993..
 AU2409
 AU2409 ** The orthometric height has not been validated since last determined
 AU2409 ** by differential leveling and should not be used for control purposes.
 AU2409 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2409 ** area with valid NAVD 88 orthometric heights.
 AU2409 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2409 ** epoch indicated which incorporates improved geoid heights for the
 AU2409 ** Southern Louisiana Subsidence area.
 AU2409 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2409
 AU2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2409
 AU2409.The geoid height was determined by GEOID03.
 AU2409
 AU2409;                    North         East     Units Scale Factor Converg.
 AU2409;SPC LA S     -   140,734.613   985,905.026   MT  0.99993384   -0 04 22.4
 AU2409;SPC LA S     -   461,726.81  3,234,590.07   sFT  0.99993384   -0 04 22.4
 AU2409;UTM  15      - 3,294,222.073   647,034.749   MT  0.99986675   +0 45 19.0
 AU2409
 AU2409                          SUPERSEDED SURVEY CONTROL
 AU2409
 AU2409  NAD 83(1986)-  29 46 10.49476(N)    091 28 44.71881(W) AD(       ) 4
 AU2409  NAD 27      -  29 46 09.74881(N)    091 28 44.32399(W) AD(       ) 3
 AU2409
 AU2409.Superseded values are not recommended for survey control.
 AU2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2409.See file dsdata.txt to determine how the superseded data were derived.
 AU2409
 AU2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4703594222(NAD 83)
 AU2409_MARKER: 53 = ELEVATED TANK
 AU2409
 AU2409  HISTORY     - Date     Condition        Report By
 AU2409  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2409  HISTORY     - 1947     GOOD             CGS
 AU2409  HISTORY     - 1957     GOOD             CGS
 AU2409
 AU2409                          STATION DESCRIPTION
 AU2409
 AU2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CWC)
 AU2409'RECOVERED.  STATION IS LOCATED 1 MILE W OF GARDEN CITY ALONG
 AU2409'U.S. HIGHWAY 90, AT THE ALICE (C) SUGAR MILL.  THE STATION
 AU2409'IS A METAL TANK PAINTED DULL RED AND 140 FEET HIGH.  THE
 AU2409'TANK IS 45 FEET SW OF THE CENTER LINE OF U.S. 90, 72 FEET
 AU2409'NW OF NW CORNER OF A LARGE SHED, AND 110 FEET SE OF A RAILROAD
 AU2409'SPUR CROSSING U.S. 90.
 AU2409
 AU2409                          STATION RECOVERY (1957)
 AU2409
 AU2409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2409'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY
 AU2409'NOTE BY C.W.C. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4860 ***********************************************************************
 BJ4860  DESIGNATION -  ALLAIN
 BJ4860  PID         -  BJ4860
 BJ4860  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4860  USGS QUAD   -  LAUREL HILL (1972)
 BJ4860
 BJ4860                         *CURRENT SURVEY CONTROL
 BJ4860  ___________________________________________________________________
 BJ4860* NAD 83(1992)-  30 53 20.55997(N)    091 21 09.18875(W)     ADJUSTED  
 BJ4860* NAVD 88     -        86.45   (+/-2cm)     283.6    (feet)  VERTCON   
 BJ4860  ___________________________________________________________________
 BJ4860  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4860  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4860
 BJ4860  HORZ ORDER  -  FIRST
 BJ4860  VERT ORDER  -  THIRD ? (See Below)
 BJ4860
 BJ4860.The horizontal coordinates were established by classical geodetic methods
 BJ4860.and adjusted by the National Geodetic Survey in May 1994..
 BJ4860
 BJ4860.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4860.The vertical order pertains to the NGVD 29 superseded value.
 BJ4860
 BJ4860.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4860
 BJ4860.The geoid height was determined by GEOID03.
 BJ4860
 BJ4860;                    North         East     Units Scale Factor Converg.
 BJ4860;SPC LA S     -   264,822.629   998,162.289   MT  1.00004567   -0 00 34.6
 BJ4860;SPC LA S     -   868,838.91  3,274,804.11   sFT  1.00004567   -0 00 34.6
 BJ4860;SPC MS W     -   154,420.871   602,550.133   MT  1.00006710   -0 31 23.8
 BJ4860;SPC MS W     -   506,629.14  1,976,866.56   sFT  1.00006710   -0 31 23.8
 BJ4860;UTM  15      - 3,418,467.791   657,467.475   MT  0.99990587   +0 50 45.4
 BJ4860
 BJ4860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4860!SPC LA S     -   0.99999070  x   1.00004567  =   1.00003637
 BJ4860!SPC MS W     -   0.99999070  x   1.00006710  =   1.00005780
 BJ4860!UTM  15      -   0.99999070  x   0.99990587  =   0.99989657
 BJ4860
 BJ4860|---------------------------------------------------------------------|
 BJ4860| PID    Reference Object                     Distance      Geod. Az  |
 BJ4860|                                                           dddmmss.s |
 BJ4860| BJ4864 ALLAIN RM 3                          17.416 METERS 00931     |
 BJ4860| BW2463 WOODVILLE MUNICIPAL TANK            APPROX.24.4 KM 0120843.3 |
 BJ4860| BJ4694 JACKSON EAST LA ST HOSP TANK        APPROX.14.8 KM 1145909.7 |
 BJ4860| CV9577 ALLAIN RM 1                          73.490 METERS 12653     |
 BJ4860| CV9576 ALLAIN AZ MK                                       1962755.9 |
 BJ4860| BJ4916 HARDWOOD KING LUMBER IND TANK       APPROX. 9.6 KM 1980635.6 |
 BJ4860| CV9578 ALLAIN RM 2                          32.751 METERS 22231     |
 BJ4860|---------------------------------------------------------------------|
 BJ4860
 BJ4860                          SUPERSEDED SURVEY CONTROL
 BJ4860
 BJ4860  NAD 83(1992)-  30 53 20.56164(N)    091 21 09.19033(W) AD(       ) 1
 BJ4860  NAD 83(1986)-  30 53 20.57646(N)    091 21 09.18357(W) AD(       ) 1
 BJ4860  NAD 27      -  30 53 19.92950(N)    091 21 08.77918(W) AD(       ) 1
 BJ4860  NGVD 29 (07/19/86)   86.42   (m)          283.5    (f) LEVELING    3  
 BJ4860
 BJ4860.Superseded values are not recommended for survey control.
 BJ4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4860.See file dsdata.txt to determine how the superseded data were derived.
 BJ4860
 BJ4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5746718468(NAD 83)
 BJ4860_MARKER: DS = TRIANGULATION STATION DISK
 BJ4860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4860_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BJ4860
 BJ4860  HISTORY     - Date     Condition        Report By
 BJ4860  HISTORY     - 1929     MONUMENTED       CGS
 BJ4860  HISTORY     - 1929     GOOD             NGS
 BJ4860  HISTORY     - 1939     GOOD             CGS
 BJ4860  HISTORY     - 1955     GOOD             CGS
 BJ4860  HISTORY     - 1970     GOOD             NGS
 BJ4860  HISTORY     - 1977     GOOD             NGS
 BJ4860  HISTORY     - 1980     GOOD             NGS
 BJ4860  HISTORY     - 1980     GOOD             NGS
 BJ4860
 BJ4860                          STATION DESCRIPTION
 BJ4860
 BJ4860'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4860'ABOUT 5 MILES S OF LAUREL HILL, AND 8 MILES N OF ST.
 BJ4860'FRANCISVILLE, ON OLD WAKEFIELD PLANTATION NOW OWNED BY MRS. HELEN
 BJ4860'ALLAIN ABOUT 200 YARDS SW OF BROTHERS RAILROAD STATION, ON
 BJ4860'SMALL BARE HILL ON N SIDE OF ROAD FROM U.S. HIGHWAY 61 TO
 BJ4860'PLANTATION HOUSE, 75 FEET N OF SECOND TELEPHONE POLE W OF
 BJ4860'HIGHWAY, AND ABOUT 50 YARDS W OF 2-FOOT PINE TREE.
 BJ4860'
 BJ4860'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4860'DISKS SET IN CONCRETE.
 BJ4860'
 BJ4860'REFERENCE MARK NO. 1 BESIDE PLANTATION ROAD, NEAR NORTHERNMOST
 BJ4860'OF TWO LARGE PINE TREES ON OPPOSITE SIDES OF ROAD,
 BJ4860'S 53 DEG 07 MIN E, FROM STATION.
 BJ4860'
 BJ4860'REFERENCE MARK NO. 2 IS ON S SIDE OF PLANTATION ROAD,
 BJ4860'S 42 DEG 31 MIN W FROM STATION.  DISTANCE TO REFERENCE
 BJ4860'MARKS WERE NOT RECORDED.
 BJ4860'
 BJ4860'STATION IS REACHED BY U.S. HIGHWAY 61.
 BJ4860
 BJ4860                          STATION RECOVERY (1929)
 BJ4860
 BJ4860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1929
 BJ4860'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4860
 BJ4860                          STATION RECOVERY (1939)
 BJ4860
 BJ4860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4860'STATION WAS RECOVERED AS DESCRIBED.  ADDITIONAL MEASUREMENTS
 BJ4860'WERE TAKEN AND AN AZIMUTH MARK ESTABLISHED.  THE DIRECTIONS
 BJ4860'TO REFERENCE MARKS WERE CHECKED IN THE FIELD.
 BJ4860'
 BJ4860'STATION IS ABOUT 5 MILES S OF LAUREL HILL AND 8 MILES N OF
 BJ4860'ST. FRANCISVILLE, ON THE OLD WAKEFIELD PLANTATION NOW OWNED
 BJ4860'BY MRS. HELEN ALLAIN.  IT IS APPROXIMATELY 200 YARDS SW OF
 BJ4860'BROTHERS RAILROAD STATION, ON THE SMALL BARE HILL AT THE
 BJ4860'N END OF THE CLEARED FIELD LYING BETWEEN U.S. HIGHWAY 61 AND
 BJ4860'THE PLANTATION HOUSE.  94 FEET N OF THE CENTER LINE OF
 BJ4860'THE NORTHERNMOST TRAIL ROAD LEADING FROM HIGHWAY 61 TO THE
 BJ4860'PLANTATION HOUSE.  140-1/2 FEET N OF A TELEPHONE LINE TO THE
 BJ4860'HOUSE.  APPROXIMATELY 300 YARDS NE OF THE HOUSE.  AND 162
 BJ4860'FEET SSE OF A 30-INCH PINE TREE SCARRED 5 FEET ABOVE GROUND.
 BJ4860'THE STATION MARK PROJECTS 3 INCHES ABOVE GROUND AND IS
 BJ4860'STAMPED ALLAIN 1929.
 BJ4860'
 BJ4860'REFERENCE MARK NO. 1 IS 241.11 FEET, (73.492 METERS) ESE OF
 BJ4860'THE STATION.  162 FEET W OF THE GATE AT U.S. HIGHWAY 61.  7
 BJ4860'FEET N OF THE CENTER LINE OF THE TRAIL ROAD.  15 FEET W OF A
 BJ4860'30-INCH PINE TREE.  AND 26-1/2 FEET NW OF A 36-INCH PINE
 BJ4860'TREE.  THE MARK PROJECTS 5 INCHES ABOVE GROUND AND IS STAMPED
 BJ4860'ALLAIN NO. 1 1929.
 BJ4860'
 BJ4860'REFERENCE MARK NO. 2 IS 107.42 FEET, (32.742 METERS) S OF
 BJ4860'THE STATION.  10 FEET S OF THE CENTER LINE OF THE TRAIL ROAD.
 BJ4860'49 FEET NNW OF A TELEPHONE LINE.  AND 60.1 FEET NW OF A
 BJ4860'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES ABOVE GROUND AND
 BJ4860'IS STAMPED ALLAIN NO. 2 1929.
 BJ4860'
 BJ4860'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S OF THE STATION AT
 BJ4860'THE SE CORNER OF THE OPEN FIELD BETWEEN U.S. HIGHWAY 61 AND
 BJ4860'THE PLANTATION HOUSE.  0.1 MILE S OF THE SIGN ON HIGHWAY 61
 BJ4860'WAKEFIELD ADMISSION 25 CENTS EACH.  69 FEET W OF THE CENTER LINE
 BJ4860'OF HIGHWAY 61.  44 FEET SW OF A TWIN 20-INCH TREE.  36-1/4 FEET W
 BJ4860'OF THE SE FENCE CORNER.  AND 1 FOOT N OF THE FENCE LINE.
 BJ4860'THE MARK, A STANDARD DISK SET IN A BLOCK OF CONCRETE, PROJECTS
 BJ4860'4 INCHES ABOVE GROUND AND IS STAMPED ALLAIN 1939.
 BJ4860'
 BJ4860'A 90-FOOT TOWER SAW A 90-FOOT LIGHT STAND AT STATION BROWN.
 BJ4860'
 BJ4860'A 90-FOOT TOWER SAW A 113-FOOT LIGHT STAND AT STATION WALKER.
 BJ4860'
 BJ4860'A 90-FOOT TOWER SAW 100-FOOT LIGHT STANDS AT STATIONS STOCKERT
 BJ4860'AND GREEN.
 BJ4860
 BJ4860                          STATION RECOVERY (1955)
 BJ4860
 BJ4860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4860'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4860'CONDITION.  THE BROTHERS RAILROAD STATION HAS BEEN DISMANTLED,
 BJ4860'AND THE PROPERTY ON WHICH THE STATION WAS SET, IS NOW OWNED
 BJ4860'BY MR. J.E. SINCLAIR.  A NEW DESCRIPTION FOLLOWS--
 BJ4860'
 BJ4860'THE STATION IS LOCATED 5 MI. S OF LAUREL HILL, 8 MI. N OF ST.
 BJ4860'FRANCISVILLE, ON THE OLD WAKEFIELD PLANTATION NOW OWNED BY
 BJ4860'J.E. SINCLAIR, 0.1 MI. NE OF SINCLAIR HOUSE, AND ON THE HIGHEST
 BJ4860'POINT OF A SMALL BARE HILL IN THE NE CORNER OF A FIELD.  IT
 BJ4860'IS 94 FT. N OF AN OLD ROAD LEADING TO THE SINCLAIR HOUSE
 BJ4860'FROM THE HIGHWAY, 8 FT. N OF THE SECOND POWER POLE NE OF THE
 BJ4860'HOUSE, 170 FT. N OF THE TELEPHONE LINE LEADING TO THE HOUSE,
 BJ4860'AND ABOUT 400 FT. W OF THE CENTERLINE OF U.S. HIGHWAY 61.
 BJ4860'IT IS A STANDARD DISK, STAMPED ALLAIN 1929 AND PROJECTING
 BJ4860'2 IN.
 BJ4860'
 BJ4860'REFERENCE MARK 1 IS 241.11 FT. E-SE OF THE STATION, 7 FT.
 BJ4860'N OF THE CENTERLINE OF THE OLD ROAD, 15 FT. W OF A LARGE PINE
 BJ4860'TREE, 26 FT. NW OF A LARGE PINE TREE, AND ABOUT 200 FT. W OF
 BJ4860'THE CENTERLINE OF THE HIGHWAY.  IT IS A STANDARD DISK, STAMPED
 BJ4860'ALLAIN NO 1 1929 AND PROJECTING 4 IN.
 BJ4860'
 BJ4860'REFERENCE MARK 2 IS 107.42 FT. S OF THE STATION, 79 FT. NW
 BJ4860'OF A TELEPHONE POLE, 10 FT. S OF THE CENTER OF THE OLD ROAD,
 BJ4860'AND ABOUT 100 FT. NE OF THE N END OF A SMALL POND.  IT IS A
 BJ4860'STANDARD DISK, STAMPED ALLAIN NO 2 1929 AND PROJECTING 4 IN.
 BJ4860'
 BJ4860'THE AZIMUTH MARK IS 0.3 MI. S OF THE STATION, AT THE SE CORNER
 BJ4860'OF AN OPEN FIELD, 69 FT. W OF THE CENTERLINE OF STATE HIGHWAY
 BJ4860'61, 34 FT. W OF A FENCE CORNER, AND 1 FT. N OF A FENCE LINE.
 BJ4860'IT IS A STANDARD DISK, STAMPED ALLAIN 1929 AND PROJECTING 4
 BJ4860'IN.
 BJ4860'
 BJ4860'TO REACH FROM THE POST OFFICE IN ST. FRANCISVILLE, GO E
 BJ4860'ON STATE HIGHWAY 35 FOR 0.35 MI. TO ITS JUNCTION WITH U.S.
 BJ4860'HIGHWAY 61, TURN LEFT AND GO N FOR 0.45 MI. TO A FORK, TAKE
 BJ4860'THE LEFT FORK AND GO N ON U.S. HIGHWAY 61 FOR 7.4 MI. TO THE
 BJ4860'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.15 MI. TO THE ENTRANCE
 BJ4860'TO THE SINCLAIR HOME (A CATTLE GUARD AND TWO WHITE POSTS
 BJ4860'AT THE ENTRANCE), TURN LEFT AND GO 0.2 MI. TO THE LARGE
 BJ4860'PLANTATION HOUSE, TURN SHARP RIGHT IN FRONT OF THE HOUSE AND
 BJ4860'GO NE FOR 0.1 MI. ON THE OLD ROAD TO THE MARK ON THE LEFT
 BJ4860'AS DESCRIBED.
 BJ4860
 BJ4860                          STATION RECOVERY (1970)
 BJ4860
 BJ4860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4860'STATION MARK AND REFERENCE MARK NUMBER 1 AND 2 WERE RECOVERD AND ARE
 BJ4860'IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A NEW
 BJ4860'AZIMUTH MARK AND A REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME.
 BJ4860'TIMBER IS OBSTRUCTING LINE TO REFERENCE MARK 1, THEREFORE A
 BJ4860'DISTANCE AND DIRECTION CHECK COULD NOT BE MADE TO THE MARK.
 BJ4860'DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED THE 1929
 BJ4860'DATE ADEQUATELY.
 BJ4860'
 BJ4860'A POWERLINE IS TOO CLOSE TO THE STATION MARK TO ERRECT A TOWER,
 BJ4860'THERE- FORE THE TOWER WAS ERRECTED OVER REFERENCE MARK 3 AND DISTANT
 BJ4860'ANGLES OBSERVED.
 BJ4860'
 BJ4860'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 3.
 BJ4860'
 BJ4860'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ALLAIN 1929 NO 3 1970,
 BJ4860'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4860'FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET NORTH OF A POWERLINE
 BJ4860'POLE WITH A TRANSFORMER, 64 FEET NORTH OF A METAL WITNESS POST, 54
 BJ4860'FEET SOUTHEAST OF AN 16-INCH HACKBERRY TREE AND 51 FEET SOUTHWEST
 BJ4860'OF AN 20-INCH TWIN STUMP OAK TREE.
 BJ4860'
 BJ4860'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALLAIN 1929 1970, SET IN THE
 BJ4860'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 BJ4860'INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET SOUTHEAST OF THE
 BJ4860'CENTERLINE OF U.S. HIGHWAY 61, 46 FEET EAST OF THE SOUTHEAST END OF
 BJ4860'A CULVERT AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 BJ4860'
 BJ4860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.1 MILE NORTHWEST
 BJ4860'OF WAKEFIELD.
 BJ4860'
 BJ4860'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 BJ4860
 BJ4860                          STATION RECOVERY (1977)
 BJ4860
 BJ4860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ4860'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 BJ4860'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND BROKEN OFF.
 BJ4860'TIMBER IS OBSTRUCTING THE LINE TO REFERENCE MARK 1,
 BJ4860'THEREFORE, A DISTANCE AND DIRECTION CHECK COULD NOT BE
 BJ4860'MADE.  A DIFFERENCE OF 0.009 METER LONGER IN DISTANCE TO
 BJ4860'REFERENCE MARK 3 AND 0.02 FEET LONGER TO REFERENCE MARK 2
 BJ4860'WAS NOTED AND VERIFIED.  THE DIRECTION BETWEEN REFERENCE
 BJ4860'MARKS 2 AND 3 CHECKED THE OLD DATA.  FOLLOWING IS A NEW
 BJ4860'DESCRIPTION.
 BJ4860'
 BJ4860'THE STATION IS ABOUT 9 MILES NORTHWEST OF JACKSON, 7-1/2 MILES
 BJ4860'NORTH-NORTHWEST OF ST FRANCISVILLE, AND ON PROPERTY OWNED
 BJ4860'BY J.E. SINCLAIR, WAKEFIELD, LOUISIANA, TELEPHONE NUMBER
 BJ4860'635-3988.
 BJ4860'
 BJ4860'TO REACH THE STATION FROM THE WAKEFIELD POST OFFICE, WHICH IS
 BJ4860'ABOUT ABOUT 7 MILES NORTHWEST OF ST FRANCISVILLE, GO SOUTH ON
 BJ4860'STATE HIGHWAY 61 FOR 0.1 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT
 BJ4860'LEADING TO MR. SINCLAIRS HOME.  TURN RIGHT AND GO WEST ON THE
 BJ4860'DRIVEWAY FOR 0.15 MILE TO A GATE ON THE RIGHT, JUST BEFORE
 BJ4860'REACHING THE SINCLAIR HOME.  TURN RIGHT, PASSING THROUGH GATE
 BJ4860'AND GO NORTHERLY ON A DIM TRACK ROAD ACROSS A PASTURE FOR 0.15
 BJ4860'MILE TO A POWERLINE POLE AND THE STATION.
 BJ4860'
 BJ4860'STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 BJ4860'STAMPED---ALLAIN 1929---, SET IN THE TOP OF A
 BJ4860'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4860'GROUND.  IT IS 7.5 FEET NORTH-NORTHWEST OF THE WITNESS
 BJ4860'POST NEAR THE POWERLINE POLE.
 BJ4860'
 BJ4860'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---ALLAIN
 BJ4860'NO 1 1929---, SET IN THE TOP
 BJ4860'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4860'4 INCHES ABOVE THE GROUND.  IT IS 53 FEET NORTHEAST OF THE
 BJ4860'NORTHWEST CORNER OF THE POST OFFICE AND 14 FEET EAST OF THE
 BJ4860'NORTH GATE POST OF A WIRE GATE.
 BJ4860'
 BJ4860'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ALLAIN
 BJ4860'NO 2 1929---, SET IN THE TOP
 BJ4860'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4860'11 INCHES ABOVE THE GROUND.  IT IS 100 FEET NORTHEAST OF A
 BJ4860'30-INCH OAK TREE AND 11 FEET SOUTH OF THE CENTER OF A TRACK
 BJ4860'ROAD.
 BJ4860'
 BJ4860'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK
 BJ4860'STAMPED---ALLAIN 1929 NO 3 1970---,
 BJ4860'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BJ4860'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 375 FEET
 BJ4860'NORTHWEST OF THE WAKEFIELD POST OFFICE, 64 FEET
 BJ4860'NORTH OF A METAL WITNESS POST NEAR A POWERLINE POLE, 51 FEET
 BJ4860'SOUTHEAST OF A 16-INCH HACKBERRY TREE AND 51 FEET SOUTHWEST
 BJ4860'OF A TWIN TRUNKED LIVE OAK TREE.
 BJ4860'
 BJ4860'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 BJ4860'THERE WAS NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 BJ4860
 BJ4860                          STATION RECOVERY (1980)
 BJ4860
 BJ4860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BJ4860'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 BJ4860'CONDITION THIS DATE.  THE 1980 RECOVERY DESCRIPTION SUBMITTED BY RSC
 BJ4860'IS ADEQUATE WITH THE EXCEPTION THAT REFERENCE MARK 3 WAS FOUND.  A
 BJ4860'METAL WITNESS POST WAS SET 1.0 FEET EAST OF REFERENCE MARK 3 AND A
 BJ4860'WITNESS POST WAS SET 1.0 WEST OF REFERENCE MARK 2 THIS DATE BY
 BJ4860'REQUEST OF THE PROPERTY OWNER.  NO AZIMUTH MARK SET THIS DATE.
 BJ4860
 BJ4860                          STATION RECOVERY (1980)
 BJ4860
 BJ4860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RSC)
 BJ4860'THE STATION MARK, RM 1, AND RM 2 WERE RECOVERED AND WERE FOUND TO BE
 BJ4860'IN GOOD CONDITION.  THE NEW AZIMUTH MARK, SET IN 1970, WAS FOUND TO BE
 BJ4860'DESTROYED.  RM 3 WAS LOOKED FOR, BUT NOT FOUND.  A NEW TO REACH AND
 BJ4860'MARK DESCRIPTIONS FOLLOW.
 BJ4860'
 BJ4860'BEGINING AT THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 10,
 BJ4860'AT THE NORTH EDGE OF ST. FRANCISVILLE, GO NORTH ON U.S. 61 FOR 3.15
 BJ4860'MILES (5.0 KM) TO AN INTERSECTION WITH STATE HIGHWAY 66 (TURN-OFF
 BJ4860'FOR ANGOLA).  CONTINUE NORTH ON U.S. 61 FOR 4.65 MILES (7.4 KM) TO THE
 BJ4860'DRIVEWAY OF J.E. SINCLAIR ON THE LEFT, 0.1 MILE (1.6 KM) SOUTH OF
 BJ4860'THE WAKEFIELD POST OFFICE.  TURN LEFT PASSING OVER A CATTLE GUARD, AND
 BJ4860'GO NORTHWEST FOR 0.2 MILE (0.3 KM) TO AN UNLOCKED GATE ON THE
 BJ4860'RIGHT.  TURN RIGHT, PASSING THRU THE GATE, AND GO SOUTH EAST ON THE
 BJ4860'FIELD ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION SITE NEAR A CLUMP OF
 BJ4860'TREES ON THE LEFT, NORTH.
 BJ4860'
 BJ4860'THE STATION MARK IS A STANDARD DISK STAMPED---ALLAIN 1929---SET IN
 BJ4860'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 BJ4860'THE GROUND.  IT IS 2.35 M (7.7 FT) NORTH OF POWER POLE NO. BN59-1 WITH
 BJ4860'A TRASFORMER AND A METAL WITNESS POST NEXT TO IT, AND 28.55 M (93.7
 BJ4860'FT) NORTHNORTHEAST OF THE CENTER OF THE FIELD ROAD.
 BJ4860'
 BJ4860'RM 1 IS A STANDARD DISK STAMPED---ALLAIN NO 1 1929---SET IN THE TOP
 BJ4860'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 BJ4860'GROUND.  IT IS 61.0 M (200 FT) NORTHWEST OF CENTER OF U.S. 61, 16.6 M
 BJ4860'(54.5 FT) NORTH OF THE NORTHEAST FRONT PORCH CORNER OF THE POST
 BJ4860'OFFICE, 16.0 M (52.6 FT) NORTHEAST OF THE NORTHWEST BACK PORCH CORNER
 BJ4860'OF THE POST OFFICE, 2.1 M (7.0 FT) NORTH OF THE CENTER OF THE OLD
 BJ4860'ROAD BED, AND 0.3 M (1.0 FT) NORTH OF A METAL WITNESS POST.
 BJ4860'
 BJ4860'RM 2 IS A STANDARD DISK STAMPED---ALLAIN NO 2 1929---SET IN THE TOP
 BJ4860'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 BJ4860'GROUND.  IT IS 30.9 M (101.5 FT) EAST OF A 2.5 FT DIAMETER TREE ON
 BJ4860'THE EAST BANK OF THE POND, AND 2.8 M (9.3 FT) SOUTHWEST OF THE CENTER
 BJ4860'OF THE FIELD ROAD.
 BJ4860'
 BJ4860'AN IRON ROD WAS DRIVEN NEXT TO EACH MARK.
 BJ4860'
 BJ4860'THE PROPERTY OWNER IS J.E. SINCLAIR, PHONE NO. 504-635-3988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4864 ***********************************************************************
 BJ4864  DESIGNATION -  ALLAIN RM 3
 BJ4864  PID         -  BJ4864
 BJ4864  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4864  USGS QUAD   -  LAUREL HILL (1972)
 BJ4864
 BJ4864                         *CURRENT SURVEY CONTROL
 BJ4864  ___________________________________________________________________
 BJ4864* NAD 83(1992)-  30 53 21.11771(N)    091 21 09.08032(W)     ADJUSTED  
 BJ4864* NAVD 88     -        86.10   (+/-2cm)     282.5    (feet)  VERTCON   
 BJ4864  ___________________________________________________________________
 BJ4864  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4864  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4864
 BJ4864  HORZ ORDER  -  FIRST
 BJ4864  VERT ORDER  -  THIRD ? (See Below)
 BJ4864
 BJ4864.The horizontal coordinates were established by classical geodetic methods
 BJ4864.and adjusted by the National Geodetic Survey in May 1994..
 BJ4864
 BJ4864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4864.The vertical order pertains to the NGVD 29 superseded value.
 BJ4864
 BJ4864.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4864
 BJ4864.The geoid height was determined by GEOID03.
 BJ4864
 BJ4864;                    North         East     Units Scale Factor Converg.
 BJ4864;SPC LA S     -   264,839.805   998,165.171   MT  1.00004571   -0 00 34.5
 BJ4864;SPC LA S     -   868,895.26  3,274,813.57   sFT  1.00004571   -0 00 34.5
 BJ4864;SPC MS W     -   154,438.022   602,553.169   MT  1.00006709   -0 31 23.8
 BJ4864;SPC MS W     -   506,685.41  1,976,876.52   sFT  1.00006709   -0 31 23.8
 BJ4864;UTM  15      - 3,418,485.006   657,470.101   MT  0.99990588   +0 50 45.4
 BJ4864
 BJ4864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4864!SPC LA S     -   0.99999075  x   1.00004571  =   1.00003646
 BJ4864!SPC MS W     -   0.99999075  x   1.00006709  =   1.00005784
 BJ4864!UTM  15      -   0.99999075  x   0.99990588  =   0.99989663
 BJ4864
 BJ4864:                Primary Azimuth Mark                     Grid Az
 BJ4864:SPC LA S     -  WAKEFIELD LOT                            015 35 27.0
 BJ4864:SPC MS W     -  WAKEFIELD LOT                            016 06 16.3
 BJ4864:UTM  15      -  WAKEFIELD LOT                            014 44 07.1
 BJ4864
 BJ4864|---------------------------------------------------------------------|
 BJ4864| PID    Reference Object                     Distance      Geod. Az  |
 BJ4864|                                                           dddmmss.s |
 BJ4864| BJ4865 WAKEFIELD LOT                       APPROX. 4.4 KM 0153452.5 |
 BJ4864| BJ4860 ALLAIN                               17.416 METERS 18931     |
 BJ4864| BJ4915 ST FRANCISVILLE TANK 1970           APPROX.11.9 KM 1915659.0 |
 BJ4864| CV9576 ALLAIN AZ MK                                       1960710.1 |
 BJ4864| BJ4916 HARDWOOD KING LUMBER IND TANK       APPROX. 9.6 KM 1980539.7 |
 BJ4864| CV9578 ALLAIN RM 2                          48.274 METERS 21111     |
 BJ4864|---------------------------------------------------------------------|
 BJ4864
 BJ4864                          SUPERSEDED SURVEY CONTROL
 BJ4864
 BJ4864  NAD 83(1992)-  30 53 21.11938(N)    091 21 09.08190(W) AD(       ) 1
 BJ4864  NAD 83(1986)-  30 53 21.13419(N)    091 21 09.07515(W) AD(       ) 1
 BJ4864  NAD 27      -  30 53 20.48709(N)    091 21 08.67074(W) AD(       ) 1
 BJ4864  NGVD 29 (07/19/86)   86.07   (m)          282.4    (f) LEVELING    3  
 BJ4864
 BJ4864.Superseded values are not recommended for survey control.
 BJ4864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4864.See file dsdata.txt to determine how the superseded data were derived.
 BJ4864
 BJ4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5747018485(NAD 83)
 BJ4864_MARKER: DR = REFERENCE MARK DISK
 BJ4864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4864
 BJ4864  HISTORY     - Date     Condition        Report By
 BJ4864  HISTORY     - 1970     MONUMENTED       NGS
 BJ4864  HISTORY     - 1977     GOOD             NGS
 BJ4864  HISTORY     - 1980     GOOD             NGS
 BJ4864
 BJ4864                          STATION DESCRIPTION
 BJ4864
 BJ4864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4864'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF JACKSON, 7.5 MILES
 BJ4864'NORTH-NORTHEAST OF ST. FRANCISVILLE, ABOUT 375 FEET NORTHWEST OF THE
 BJ4864'WAKEFIELD POST OFFICE AND ON LAND OWNED BY MR. J.E. SINCLAIR,
 BJ4864'WAKEFIELD, LOUISIANA, TELEPHONE NUMBER 635-3988.
 BJ4864'
 BJ4864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 BJ4864'HIGHWAY 10 AT THE NORTH EDGE OF ST. FRANCISVILLE, GO NORTH ON U.S.
 BJ4864'HIGHWAY 61 FOR 6.4 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BJ4864'NORTH ON U.S. HIGHWAY 61 FOR 0.2 MILE TO THE DRIVEWAY LEADING TO
 BJ4864'MR.  J.E. SINCLAIR HOUSE.  TURN LEFT AND GO WEST ON THE DRIVEWAY FOR
 BJ4864'0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND GO NORTHWEST ON A
 BJ4864'GRAVELED ROAD FOR 0.05 MILE TO A GATE ON THE RIGHT.  PASS THROUGH
 BJ4864'THE GATE AND GO NORTHERLY ON A TRACK ROAD FOR 0.15 MILE TO THE
 BJ4864'STATION ON THE LEFT.
 BJ4864'
 BJ4864'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED ALLAIN
 BJ4864'1929 NO 3 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4864'MON- UMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET
 BJ4864'NORTH OF A POWERLINE POLE WITH A TRANSFORMER, 64 FEET NORTH OF A
 BJ4864'METAL WITNESS POST, 54 FEET SOUTHEAST OF AN 16-INCH HACKBERRY TREE
 BJ4864'AND 51 FEET SOUTHWEST OF AN 20-INCH TWIN STUMP OAK TREE.
 BJ4864'
 BJ4864'ALLAIN 1929 IS A STANDARD DISK, STAMPED ALLAIN 1929, SET IN THE TOP
 BJ4864'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES ABOVE
 BJ4864'THE GROUND SURFACE.  IT IS 41 FEET EAST OF AN 18-INCH CEDAR TREE, 7
 BJ4864'FEET NORTH OF THE POWERLINE POLE WITH A TRANSFORMER AND 7 FEET
 BJ4864'NORTH OF A METAL WITNESS POST.
 BJ4864'
 BJ4864'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALLAIN NO 1 1929, SET IN
 BJ4864'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES
 BJ4864'ABOVE THE GROUND SURFACE.  IT IS 53 FEET NORTHEAST OF THE NORTHWEST
 BJ4864'CORNER OF THE WAKEFIELD POST OFFICE AND 14 FEET EAST OF THE NORTH
 BJ4864'GATE POST OF A WIRE GATE.
 BJ4864'
 BJ4864'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALLAIN NO 2 1929, SET
 BJ4864'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 11
 BJ4864'INCHES ABOVE THE GROUND SURFACE.  IT IS 100 FEET NORTHEAST OF A 30-
 BJ4864'INCH OAK TREE, 75 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 72
 BJ4864'FEET SOUTHWEST OF AN 16-INCH CEDAR TREE AND 12 FEET
 BJ4864'SOUTH-SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 BJ4864'
 BJ4864'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALLAIN 1929 1970, SET IN THE
 BJ4864'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4864'8-INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET SOUTHEAST OF THE
 BJ4864'CENTERLINE OF U.S. HIGHWAY 61, 46 FEET EAST OF THE SOUTHEAST END OF
 BJ4864'A CULVERT AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 BJ4864'
 BJ4864'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 BJ4864
 BJ4864                          STATION RECOVERY (1977)
 BJ4864
 BJ4864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ4864'THE STATION MARK, REFERENCE MARKS 1, 2, AND ALLAIN 1929 WERE
 BJ4864'RECOVERED.  THE AZIMUTH MARK WAS FOUND BROKEN OFF.  TIMBER IS
 BJ4864'OBSTRUCTING THE LINE TO REFERENCE MARK 1, THEREFORE A DISTANCE
 BJ4864'AND DIRECTION CHECK COULD NOT BE MADE.  A DIFFERENCE OF
 BJ4864'0.009 METER LONGER IN THE DISTANCE TO ALLAIN 1929 AND
 BJ4864'1.11 FEET LONGER IN THE DISTANCE TO REFERENCE MARK 2
 BJ4864'WAS NOTED AND VERIFIED.  THE DIRECTION BETWEEN ALLAIN 1929
 BJ4864'AND REFERENCE MARK 2 CHECKED THE OLD DATA.  FOLLOWING IS A NEW
 BJ4864'DESCRIPTION.
 BJ4864'
 BJ4864'THE STATION IS ABOUT 9 MILES NORTHWEST OF JACKSON, 7-1/2 MILES
 BJ4864'NORTH-NORTHWEST OF ST FRANCISVILLE, 375 FEET NORTHWEST OF THE
 BJ4864'WAKEFIELD POST OFFICE AND ON PROPERTY OWNED BY J.E. SINCLAIR,
 BJ4864'WAKEFIELD, LOUISIANA, TELEPHONE NUMBER 635-3988.
 BJ4864'
 BJ4864'TO REACH THE STATION FROM THE WAKEFIELD POST OFFICE, WHICH IS
 BJ4864'ABOUT ABOUT 7 MILES NORTHWEST OF ST FRANCISVILLE, GO SOUTH ON
 BJ4864'STATE HIGHWAY 61 FOR 0.1 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT
 BJ4864'LEADING TO MR. SINCLAIRS HOME.  TURN RIGHT AND GO WEST ON THE
 BJ4864'DRIVEWAY FOR 0.15 MILE TO A GATE ON THE RIGHT, JUST BEFORE
 BJ4864'REACHING THE SINCLAIR HOME.  TURN RIGHT, PASSING THROUGH GATE
 BJ4864'AND GO NORTHERLY ON A DIM TRACK ROAD ACROSS A PASTURE FOR 0.15
 BJ4864'MILE TO A POWERLINE POLE AND THE STATION.
 BJ4864'
 BJ4864'STATION MARK IS A STANDARD REFERENCE MARK DISK
 BJ4864'STAMPED---ALLAIN 1929 NO 3 1970---,
 BJ4864'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BJ4864'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 64 FEET
 BJ4864'NORTH OF A METAL WITNESS POST NEAR A POWERLINE POLE, 51 FEET
 BJ4864'SOUTHEAST OF A 16-INCH HACKBERRY TREE AND 51 FEET SOUTHWEST
 BJ4864'OF A TWIN TRUNKED LIVE OAK TREE.
 BJ4864'
 BJ4864'ALLAIN 1929 IS A STANDARD TRIANGULATION STATION DISK
 BJ4864'STAMPED---ALLAIN 1929---, SET IN THE TOP OF A
 BJ4864'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4864'GROUND.  IT IS 7.5 FEET NORTH-NORTHWEST OF THE WITNESS
 BJ4864'POST NEAR THE POWERLINE POLE.
 BJ4864'
 BJ4864'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---ALLAIN
 BJ4864'NO 1 1929---, SET IN THE TOP
 BJ4864'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4864'4 INCHES ABOVE THE GROUND.  IT IS 53 FEET NORTHEAST OF THE
 BJ4864'NORTHWEST CORNER OF THE POST OFFICE AND 14 FEET EAST OF THE
 BJ4864'NORTH GATE POST OF A WIRE GATE.
 BJ4864'
 BJ4864'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ALLAIN
 BJ4864'NO 2 1929---, SET IN THE TOP
 BJ4864'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4864'11 INCHES ABOVE THE GROUND.  IT IS 100 FEET NORTHEAST OF A
 BJ4864'30-INCH OAK TREE AND 11 FEET SOUTH OF THE CENTER OF A TRACK
 BJ4864'ROAD.
 BJ4864'
 BJ4864'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
 BJ4864'THERE WAS NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 BJ4864
 BJ4864                          STATION RECOVERY (1980)
 BJ4864
 BJ4864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BJ4864'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, JUNE 1980.  A
 BJ4864'METAL WITNESS WAS SET 1.0 EAST OF THE MARK THIS DATE.  FOR AN UPDATED
 BJ4864'DESCRIPTION FOR ROUTE TO REACH THIS MARK AND TRIANGULATION STATION
 BJ4864'ALLAIN 1929, SEE THE RECOVERY DESCRIPTION FOR TRIANGULATION STATION
 BJ4864'ALLAIN SUBMITTED BY RSC IN 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4656 ***********************************************************************
 BJ4656  DESIGNATION -  ALLEN
 BJ4656  PID         -  BJ4656
 BJ4656  STATE/COUNTY-  LA/ST HELENA
 BJ4656  USGS QUAD   -  CHIPOLA (1984)
 BJ4656
 BJ4656                         *CURRENT SURVEY CONTROL
 BJ4656  ___________________________________________________________________
 BJ4656* NAD 83(1992)-  30 53 26.98343(N)    090 46 12.31249(W)     ADJUSTED  
 BJ4656* NAVD 88     -        87.59   (+/-2cm)     287.4    (feet)  VERTCON   
 BJ4656  ___________________________________________________________________
 BJ4656  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BJ4656  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4656
 BJ4656  HORZ ORDER  -  FIRST
 BJ4656  VERT ORDER  -  THIRD ? (See Below)
 BJ4656
 BJ4656.The horizontal coordinates were established by classical geodetic methods
 BJ4656.and adjusted by the National Geodetic Survey in May 1994..
 BJ4656
 BJ4656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4656.The vertical order pertains to the NGVD 29 superseded value.
 BJ4656
 BJ4656.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4656
 BJ4656.The geoid height was determined by GEOID03.
 BJ4656
 BJ4656;                    North         East     Units Scale Factor Converg.
 BJ4656;SPC LA S     -   265,152.665 1,053,855.898   MT  1.00004615   +0 16 53.9
 BJ4656;SPC LA S     -   869,921.70  3,457,525.56   sFT  1.00004615   +0 16 53.9
 BJ4656;SPC MS W     -   154,255.392   658,242.633   MT  0.99997150   -0 13 27.2
 BJ4656;SPC MS W     -   506,086.23  2,159,584.37   sFT  0.99997150   -0 13 27.2
 BJ4656;UTM  15      - 3,419,633.288   713,148.798   MT  1.00016046   +1 08 43.0
 BJ4656
 BJ4656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4656!SPC LA S     -   0.99999051  x   1.00004615  =   1.00003666
 BJ4656!SPC MS W     -   0.99999051  x   0.99997150  =   0.99996202
 BJ4656!UTM  15      -   0.99999051  x   1.00016046  =   1.00015097
 BJ4656
 BJ4656:                Primary Azimuth Mark                     Grid Az
 BJ4656:SPC LA S     -  ALLEN AZ MK 2                            020 59 44.6
 BJ4656:SPC MS W     -  ALLEN AZ MK 2                            021 30 05.7
 BJ4656:UTM  15      -  ALLEN AZ MK 2                            020 07 55.5
 BJ4656
 BJ4656|---------------------------------------------------------------------|
 BJ4656| PID    Reference Object                     Distance      Geod. Az  |
 BJ4656|                                                           dddmmss.s |
 BJ4656| CV9580 ALLEN AZ MK 2                                      0211638.5 |
 BJ4656| CV9583 ALLEN RM 3                           18.018 METERS 02325     |
 BJ4656| CV9579 ALLEN AZ MK                                        0261342.7 |
 BJ4656| BJ4654 TT 106 TX USGS 1939                  21.626 METERS 12031     |
 BJ4656| CV9581 ALLEN RM 1                           32.104 METERS 15236     |
 BJ4656| CV9582 ALLEN RM 2                           36.964 METERS 23431     |
 BJ4656| CV9584 ALLEN RM 4                           37.122 METERS 23456     |
 BJ4656|---------------------------------------------------------------------|
 BJ4656
 BJ4656                          SUPERSEDED SURVEY CONTROL
 BJ4656
 BJ4656  NAD 83(1992)-  30 53 26.98536(N)    090 46 12.31349(W) AD(       ) 1
 BJ4656  NAD 83(1986)-  30 53 27.00061(N)    090 46 12.30834(W) AD(       ) 1
 BJ4656  NAD 27      -  30 53 26.34927(N)    090 46 11.94588(W) AD(       ) 1
 BJ4656  NGVD 29 (07/19/86)   87.60   (m)          287.4    (f) LEVELING    3  
 BJ4656
 BJ4656.Superseded values are not recommended for survey control.
 BJ4656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4656.See file dsdata.txt to determine how the superseded data were derived.
 BJ4656
 BJ4656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1314919633(NAD 83)
 BJ4656_MARKER: DS = TRIANGULATION STATION DISK
 BJ4656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4656
 BJ4656  HISTORY     - Date     Condition        Report By
 BJ4656  HISTORY     - 1939     MONUMENTED       CGS
 BJ4656  HISTORY     - 1943     GOOD             USE
 BJ4656  HISTORY     - 1954     GOOD             CGS
 BJ4656  HISTORY     - 1969     GOOD             CGS
 BJ4656  HISTORY     - 1970     GOOD             NGS
 BJ4656
 BJ4656                          STATION DESCRIPTION
 BJ4656
 BJ4656'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4656'STATION IS LOCATED 1.25 MILES NE OF DARLINGTON, AND 2.25 MILES E
 BJ4656'AND 1.75 MILES S OF CHIPOLA.
 BJ4656'
 BJ4656'THE STATION IS 32.5 FEET W OF THE CENTER LINE OF THE GRAVEL
 BJ4656'ROAD, AND 35 FEET NE OF THE CENTER LINE OF THE GRADED ROAD, MARK
 BJ4656'PROJECTS 5 INCHES ABOVE THE GROUND AND IS
 BJ4656'STAMPED ALLEN 1939.
 BJ4656'
 BJ4656'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILES N OF THE STATION
 BJ4656'IN THE FENCE LINE ON THE LEFT SIDE OF THE ROAD, 20.5 FEET W
 BJ4656'OF THE CENTER LINE OF THE ROAD, AND 144 FEET N OF THE CENTER LINE
 BJ4656'OF AN E AND W LANE.  MARK, PROJECTS 4 INCHES ABOVE
 BJ4656'THE GROUND AND IS STAMPED ALLEN 1939.
 BJ4656'
 BJ4656'REFERENCE MARK NO. 1 IS 32.104 METERS (105.35 FEET) SE OF THE
 BJ4656'STATION IN AN E RIGHT-OF-WAY FENCE LINE, AND 26 FEET E OF THE
 BJ4656'CENTER LINE OF THE ROAD.  MARK, PROJECTS 6 INCHES ABOVE
 BJ4656'THE GROUND AND IS STAMPED ALLEN NO. 1 1939.  REFERENCE MARK NO. 2
 BJ4656'IS 36.964 METERS (121.27 FEET) SW OF THE STATION IN A FENCE
 BJ4656'LINE, 123 FEET W OF THE CENTER LINE OF THE ROAD, 52.5 FEET NW
 BJ4656'OF A FENCE CORNER, 52.5 FEET SE OF THE SE CORNER OF THE YARD,
 BJ4656'AND 69 FEET WNW OF A RAIL FENCE CORNER.  MARK, PROJECTS
 BJ4656'6 INCHES AND IS STAMPED ALLEN NO. 2 1939.
 BJ4656'
 BJ4656'B.M. TT 106 TX-1939 (U.S.G.S.) IS 21.626 METERS (70.96 FEET)
 BJ4656'ESE OF THE STATION, 34 FEET E OF THE CENTER LINE OF THE ROAD,
 BJ4656'AND 11 FEET E OF THE FENCE LINE.  MARK IS A STANDARD U.S.
 BJ4656'GEOLOGICAL SURVEY BENCH MARK DISK SET IN A 7-INCH SQUARE CONCRETE
 BJ4656'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED
 BJ4656'TT 106 TX 1939.
 BJ4656'
 BJ4656'A 116-FOOT TOWER AT ALLEN IS NEEDED TO SEE A 103-FOOT TOWER
 BJ4656'AT WALL.
 BJ4656'
 BJ4656'A 77-FOOT TOWER AT ALLEN IS NEEDED TO SEE A 103-FOOT TOWER AT
 BJ4656'PEN.
 BJ4656'
 BJ4656'A 77-FOOT TOWER AT ALLEN IS NEEDED TO SEE A 103-FOOT TOWER
 BJ4656'AT DELEE.
 BJ4656'
 BJ4656'A 77-FOOT TOWER AT ALLEN IS NEEDED TO SEE A 103-FOOT TOWER AT
 BJ4656'HURST.
 BJ4656'
 BJ4656'A 77-FOOT TOWER AT ALLEN IS NEEDED TO SEE A 103-FOOT TOWER AT
 BJ4656'VENABLE.
 BJ4656'
 BJ4656'A 77-FOOT TOWER AT ALLEN IS NEEDED TO SEE A 90-FOOT TOWER
 BJ4656'AT OAKLAND.
 BJ4656'
 BJ4656'TO REACH THE STATION FROM THE POST OFFICE IN DARLINGTON, WHICH
 BJ4656'IS 14 MILES E OF THE COURTHOUSE IN CLINTON, GO E ON THE BLACK
 BJ4656'TOP ROAD (LOUISIANA STATE ROUTE 35) FOR 1.35 MILES TO A T-ROAD
 BJ4656'ON THE LEFT (N) TURN LEFT AND GO N ON THIS ROAD FOR 1.5 MILES TO
 BJ4656'THE TOP OF A GRADE AND THE STATION ON THE LEFT IN A Y FORMED
 BJ4656'BY THE ROAD INTERSECTION.
 BJ4656'
 BJ4656'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ4656
 BJ4656                          STATION RECOVERY (1943)
 BJ4656
 BJ4656'RECOVERY NOTE BY US ENGINEERS 1943
 BJ4656'SURFACE MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4656
 BJ4656                          STATION RECOVERY (1954)
 BJ4656
 BJ4656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4656'THE STATION WAS VISITED, AND ALL THE MARKS WERE RECOVERED IN GOOD
 BJ4656'CONDITION.  THE STATION MARK IS NOW DIRECTLY UNDER A HIGH
 BJ4656'LINE.  A NEW DESCRIPTION FOLLOWS--
 BJ4656'
 BJ4656'THE STATION IS LOCATED ABOUT 1.75 MI. NE OF DARLINGTON, ABOUT
 BJ4656'3 MI. SE OF CHIPOLA, ON STATE HIGHWAY PROPERTY JUST E OF MR.
 BJ4656'J.P. STRICKLANDS HOUSE.  IT IS 36 FT. W OF THE CENTERLINE OF
 BJ4656'A GRAVEL ROAD, 41 FT. N OF THE CENTERLINE OF THE DRIVEWAY AND
 BJ4656'CATTLE GUARD TO THE STRICKLAND HOUSE, 14 FT. SE OF POWER POLE
 BJ4656'WITH A TRANSFORMER, AND 3 FT. E OF A CONCRETE WITNESS POST.
 BJ4656'IT IS A STANDARD DISK, STAMPED ALLEN 1939 AND PROJECTING 2 IN.
 BJ4656'
 BJ4656'REFERENCE MARK 1 IS 105.35 FT. SE OF THE STATION, 26 FT. E OF
 BJ4656'THE CENTERLINE OF THE GRAVEL ROAD, 48 FT. S OF THE PROJECTED
 BJ4656'CENTERLINE OF THE DRIVEWAY, AND 6 FT. W OF A FENCE LINE.  IT
 BJ4656'IS A STANDARD DISK, STAMPED ALLEN NO 1 1939 AND PROJECTING 6
 BJ4656'IN.
 BJ4656'
 BJ4656'REFERENCE MARK 2 IS 121.27 FT. SW OF THE STATION, IN THE FRONT
 BJ4656'LAWN OF THE STRICKLAND HOUSE, 39 FT. S OF THE CENTERLINE OF
 BJ4656'THE DRIVEWAY, 123 FT. W OF THE CENTERLINE OF A GRAVEL ROAD,
 BJ4656'66.5 FT. E OF THE SE CORNER OF THE HOUSE, AND 22 FT. N OF THE
 BJ4656'CENTERLINE OF AN E-W FENCE.  IT IS A STANDARD DISK, STAMPED ALLEN
 BJ4656'NO 2 1939 AND PROJECTING 4 IN.
 BJ4656'
 BJ4656'TT 106 TX (U.S.G.S.) IS 70.96 FT. E-SE OF THE STATION, 34 FT.
 BJ4656'E OF THE CENTERLINE OF A GRAVEL ROAD, 6 FT. E OF A FENCE LINE,
 BJ4656'AND 10 FT. N OF THE CENTER OF A GATE IN THE FENCE LINE.  IT IS A
 BJ4656'U.S. GEOLOGICAL SURVEY STANDARD BENCH-MARK DISK, STAMPED
 BJ4656'TT 106 TX 1939 AND SET IN THE TOP OF AN 8-IN. SQUARE CONCRETE
 BJ4656'POST PROJECTING 2 IN.
 BJ4656'
 BJ4656'THE AZIMUTH MARK IS 0.25 MI. N OF THE STATION, 144 FT. N OF
 BJ4656'AN E-W ROAD, 25 FT. W OF A N-S ROAD, AND 15 FT. S OF A TWIN PINE
 BJ4656'TREE.  IT IS A STANDARD DISK, STAMPED ALLEN 1939 AND PROJECTING
 BJ4656'4 IN.
 BJ4656'
 BJ4656'TO REACH THE STATION FROM DARLINGTON, GO E ON STATE ROAD 35
 BJ4656'FOR 1.35 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.5 MI. TO
 BJ4656'THE TOP OF THE GRADE AND THE STATION ON THE LEFT.  CONTINUE
 BJ4656'FOR 0.25 MI. TO THE AZIMUTH MARK ON THE LEFT.
 BJ4656
 BJ4656                          STATION RECOVERY (1969)
 BJ4656
 BJ4656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BJ4656'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARKS
 BJ4656'1 AND 2 AND B.M. TT 106 TX USGS WERE RECOVERED AS DESCRIBED BY
 BJ4656'R.A.E. IN 1954 AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 BJ4656'ALSO FOUND IN GOOD CONDITION, HOWEVER THE FOLLOWING NOTES WILL
 BJ4656'AID IN FUTURE RECOVERY OF THIS MARK.  A NEW DESCRIPTION OF
 BJ4656'THE ROUTE TO THE STATION FOLLOWS--
 BJ4656'
 BJ4656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10
 BJ4656'AND 448 IN DARLINGTON, GO EAST ON STATE HIGHWAY 10 FOR 1.25 MILES
 BJ4656'TO SIDE ROAD ON THE LEFT AND SAW MILL ON THE RIGHT, TURN LEFT
 BJ4656'AND GO NORTH ON STATE HIGHWAY 1043, A GRAVEL ROAD, FOR 0.3 MILE
 BJ4656'TO A SIDE ROAD RIGHT.  CONTINUE AHEAD, NORTH-NORTHWEST, ON
 BJ4656'S.H. 1043 FOR 1.25 MILES TO THE STATION ON THE LEFT AT THE TOP
 BJ4656'OF A HILL AND IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 BJ4656'S.H. 1043 AND A DRIVEWAY TO THE LEFT.
 BJ4656'
 BJ4656'THE AZIMUTH MARK, SET IN 12 INCH SQUARE CONCRETE POST PROJECTING
 BJ4656'2 INCHES, IS 221 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD
 BJ4656'LEADING WEST FROM NORTH-SOUTH ROAD, 22 FEET WEST OF THE
 BJ4656'CENTERLINE OF NORTH-SOUTH ROAD (S.H. 1043), 12.7 FEET NORTH OF
 BJ4656'THE CENTER OF THE STUMP OF THE TWIN PINE MENTIONED IN THE 1954
 BJ4656'DESCRIPTION, 2.5 FEET SOUTH OF AN 8 INCH OAK WITH TRIANGLE
 BJ4656'BLAZE, 2 FEET EAST OF 4-BY 4-INCH CONCRETE POST WITH LETTERS
 BJ4656'USBM ON ITS SIDE, 2 FEET WEST OF EDGE OF CUT BANK AND 1 FOOT
 BJ4656'WEST OF RIGHT-OF-WAY FENCE LINE.
 BJ4656'
 BJ4656'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ON S.H.
 BJ4656'1043 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 BJ4656'
 BJ4656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MILES
 BJ4656'NE OF DARLINGTON
 BJ4656
 BJ4656                          STATION RECOVERY (1970)
 BJ4656
 BJ4656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4656'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 BJ4656'IN GOOD CONDITION.  REFERENCE MARK ONE, REFERENCE MARK TWO AND
 BJ4656'BENCH MARK TT 106 TX WERE DESTROYED BY ROAD CONSTRUCTION IN
 BJ4656'THE AREA AND THE AZIMUTH MARK WILL ALSO BE DESTROYED BEFORE
 BJ4656'THE CONSTRUCTION IS COMPLETED.  A NEW AZIMUTH MARK AND REFERENCE
 BJ4656'MARKS THREE AND FOUR WERE ESTABLISHED.
 BJ4656'
 BJ4656'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 BJ4656'
 BJ4656'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF CHIPOLA AND
 BJ4656'1-1/4 MILES NORTHEAST OF DARLINGTON AND ON THE WEST RIGHT-OF-WAY
 BJ4656'OF A STATE ROAD.
 BJ4656'
 BJ4656'TO REACH THE STATION FROM THE POST OFFICE IN DARLINGTON, GO
 BJ4656'SOUTHEASTERLY ON STATE HIGHWAY 10 FOR 0.1 MILE TO THE JUNCTION
 BJ4656'WITH STATE HIGHWAY 448.  CONTINUE SOUTHEASTERLY ON HIGHWAY 10
 BJ4656'FOR 1.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 BJ4656'A SURFACED ROAD FOR 0.25 MILE TO A ROAD FORK.  TAKE THE LEFT
 BJ4656'FORK AND CONTINUE NORTHERLY ON A GRAVELED ROAD FOR 1.35 MILES TO
 BJ4656'THE STATION ON THE LEFT.  (THIS ROAD PROBABLY WILL BE SURFACED
 BJ4656'WHEN THE CONSTRUCTION IS COMPLETED).
 BJ4656'
 BJ4656'THE STATION MARK IS A STANDARD DISK STAMPED ALLEN 1939, SET
 BJ4656'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 BJ4656'1 INCH ABOVE THE GROUND SURFACE.  IT IS 171 FEET EAST-NORTHEAST
 BJ4656'OF THE NORTHEAST CORNER OF A GARAGE ATTACHED TO A FRAME HOUSE
 BJ4656'PAINTED WHITE, 56 FEET WEST OF THE APPROXIMATE CENTER OF THE
 BJ4656'ROAD, 41 FEET NORTH OF THE CENTER OF DRIVEWAY LEADING TO THE
 BJ4656'FRAME HOUSE, 14 FEET SOUTH OF A POWER POLE AND 2.3 FEET WEST
 BJ4656'OF A METAL WITNESS POST.
 BJ4656'
 BJ4656'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ALLEN 1939 NO 3
 BJ4656'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4656'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 BJ4656'WEST OF THE APPROXIMATE CENTER OF THE ROAD, 46 FEET NORTHEAST OF
 BJ4656'THE POWER POLE, 9 FEET SOUTH-SOUTHWEST OF A T-FENCE POST, 1.7
 BJ4656'FEET EAST-SOUTHEAST OF A FENCE AND 1.6 FEET NORTHEAST OF A
 BJ4656'METAL WITNESS POST.
 BJ4656'
 BJ4656'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ALLEN 1939 NO 4 1970,
 BJ4656'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH
 BJ4656'WITH THE GROUND SURFACE.  IT IS 65 FEET EAST OF THE SOUTHEAST
 BJ4656'CORNER OF THE FRAME HOUSE, 47 FEET SOUTH OF THE CENTER OF THE
 BJ4656'DRIVEWAY AND 22 FEET NORTH OF A FENCE.
 BJ4656'
 BJ4656'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALLEN 1939 1970, SET
 BJ4656'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4656'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 BJ4656'
 BJ4656'THE AZIMUTH MARK IS 39 FEET NORTH-NORTHEAST OF THE CENTER OF
 BJ4656'A DIRT ROAD, 25 FEET NORTH-NORTHEAST OF A CORNER FENCE POST, 4
 BJ4656'FEET SOUTH-SOUTHWEST OF A POWER POLE, 3 FEET NORTHEAST OF A
 BJ4656'METAL WITNESS POST AND 1 FOOT EAST-SOUTHEAST OF A FENCE.
 BJ4656'
 BJ4656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 BJ4656'THE GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT AND THE
 BJ4656'AZIMUTH MARK ON THE LEFT, IN THE NORTHWEST ANGLE OF THE
 BJ4656'INTERSECTION.
 BJ4656'
 BJ4656'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO BRUSH AND TREES
 BJ4656'ON LINE.
 BJ4656'
 BJ4656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 BJ4656'NORTHEAST OF DARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5067 ***********************************************************************
 BJ5067  DESIGNATION -  ALLEN
 BJ5067  PID         -  BJ5067
 BJ5067  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5067  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5067
 BJ5067                         *CURRENT SURVEY CONTROL
 BJ5067  ___________________________________________________________________
 BJ5067* NAD 83(1992)-  30 26 33.09660(N)    091 12 34.83784(W)     ADJUSTED  
 BJ5067* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 BJ5067  ___________________________________________________________________
 BJ5067  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ5067  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5067
 BJ5067  HORZ ORDER  -  SECOND
 BJ5067
 BJ5067.The horizontal coordinates were established by classical geodetic methods
 BJ5067.and adjusted by the National Geodetic Survey in January 1993..
 BJ5067
 BJ5067.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5067
 BJ5067.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5067
 BJ5067.The geoid height was determined by GEOID03.
 BJ5067
 BJ5067;                    North         East     Units Scale Factor Converg.
 BJ5067;SPC LA S     -   215,326.497 1,011,877.299   MT  0.99995535   +0 03 42.6
 BJ5067;SPC LA S     -   706,450.35  3,319,800.77   sFT  0.99995535   +0 03 42.6
 BJ5067;UTM  15      - 3,369,183.727   671,914.957   MT  0.99996461   +0 54 26.4
 BJ5067
 BJ5067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5067!SPC LA S     -   1.00000305  x   0.99995535  =   0.99995840
 BJ5067!UTM  15      -   1.00000305  x   0.99996461  =   0.99996766
 BJ5067
 BJ5067|---------------------------------------------------------------------|
 BJ5067| PID    Reference Object                     Distance      Geod. Az  |
 BJ5067|                                                           dddmmss.s |
 BJ5067| BJ5066 ALLEN RM 1                           15.084 METERS 00035     |
 BJ5067| CV9586 ALLEN AZ MK                                        1690050.5 |
 BJ5067| CV9587 ALLEN RM 2                           14.571 METERS 18356     |
 BJ5067| BJ5073 PORT ALLEN NORTH MUN TANK           APPROX. 2.0 KM 3434042.3 |
 BJ5067|---------------------------------------------------------------------|
 BJ5067
 BJ5067                          SUPERSEDED SURVEY CONTROL
 BJ5067
 BJ5067  NAD 83(1986)-  30 26 33.11493(N)    091 12 34.83573(W) AD(       ) 2
 BJ5067  NAD 27      -  30 26 32.43063(N)    091 12 34.44416(W) AD(       ) 2
 BJ5067  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 BJ5067
 BJ5067.Superseded values are not recommended for survey control.
 BJ5067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5067.See file dsdata.txt to determine how the superseded data were derived.
 BJ5067
 BJ5067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7191569184(NAD 83)
 BJ5067_MARKER: DD = SURVEY DISK
 BJ5067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5067+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 BJ5067
 BJ5067  HISTORY     - Date     Condition        Report By
 BJ5067  HISTORY     - 1970     MONUMENTED       LADH
 BJ5067  HISTORY     - 20060313 GOOD             AERODA
 BJ5067
 BJ5067                          STATION DESCRIPTION
 BJ5067
 BJ5067'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ5067'THE STATION IS LOCATED ABOUT 1.2 MILES WEST OF BATON ROUGE AND NEAR
 BJ5067'THE SOUTH CITY LIMITS OF PORT ALLEN AT THE INTERSTATE 10 - STATE
 BJ5067'HIGHWAY 1 INTERCHANGE IN THE SOUTHEAST QUARTER OF SECTION 69, T7S-
 BJ5067'R12E AND ON THE PROPERTY OF THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5067'
 BJ5067'TO REACH THE STATION FROM THE COURTHOUSE IN PORT ALLEN, DRIVE SOUTH
 BJ5067'ALONG STATE HIGHWAY 1 FOR 1.2 MILES TO THE BATON ROUGE APPROACH RAMP
 BJ5067'TO THE INTERSTATE 10 MISSISSIPPI RIVER BRIDGE.  THE STATION IS SET
 BJ5067'IN THE MEDIAN BETWEEN THE BATON ROUGE RAMP AND THE PLAQUEMINE RAMP
 BJ5067'NEAR 2 LAMP POLES.
 BJ5067'
 BJ5067'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ5067'HIGHWAY 1 FOR 0.35 MILE TO THE MARK WHICH IS SET ON THE LEFT AND
 BJ5067'EAST OF THE HIGHWAY NEAR A CULVERT.
 BJ5067'
 BJ5067'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5067'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5067'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5067'STAMPED ALLEN 1970.  IT IS SET ON THE WEST SIDE OF THE INTERSTATE 10
 BJ5067'BRIDGE OVER THE MISSISSIPPI RIVER, 112 FEET SOUTH-SOUTHWEST OF A
 BJ5067'POWER POLE WITH A LIGHT, 94 FEET NORTH-NORTHWEST OF ANOTHER POWER
 BJ5067'POLE WITH A LIGHT, 70 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 BJ5067'PLAQUEMINE APPROACH LANE TO THE BRIDGE, 53 FEET EAST-SOUTHEAST OF
 BJ5067'THE CENTER OF THE BATON ROUGE APPROACH LANE TO THE BRIDGE AND 2 FEET
 BJ5067'SOUTH OF A METAL WITNESS POST.
 BJ5067'
 BJ5067'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5067'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5067'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5067'STAMPED ALLEN RM 1 1970.  IT IS 132 FEET NORTH-NORTHWEST OF A POWER
 BJ5067'POLE WITH A LIGHT, 73 FEET SOUTH-SOUTHWEST OF ANOTHER POWER POLE
 BJ5067'WITH A LIGHT, 51 FEET WEST-SOUTHWEST OF THE CENTER OF THE PLAQUEMINE
 BJ5067'DOWN RAMP ON THE INTERSTATE 10 MISSISSIPPI RIVER BRIDGE, 51 FEET
 BJ5067'EAST-SOUTHEAST OF THE CENTER OF THE BATON ROUGE RAMP AND 47 FEET
 BJ5067'NORTH OF A METAL WITNESS POST.
 BJ5067'
 BJ5067'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5067'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH CYLIN-
 BJ5067'DRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5067'STAMPED ALLEN RM 2 1970.  IT IS 170 FEET SOUTH OF A POWER POLE WITH A
 BJ5067'LIGHT, 88 FEET WEST-SOUTHWEST OF THE CENTER OF THE PLAQUEMINE DOWN
 BJ5067'RAMP OF THE INTERSTATE 10 MISSISSIPPI RIVER BRIDGE, 74 FEET WEST
 BJ5067'OF ANOTHER POWER POLE WITH A LIGHT, 55 FEET EAST-SOUTHEAST OF THE
 BJ5067'CENTER OF THE UP RAMP TO THE INTERSTATE 10 MISSISSIPPI RIVER BRIDGE
 BJ5067'AND 50 FEET SOUTH OF A METAL WITNESS POST.
 BJ5067'
 BJ5067'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5067'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5067'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5067'ALLEN AZ MK 1970.  IT IS 86 FEET WEST OF THE CENTER OF A SERVICE
 BJ5067'ROAD, 82 FEET SOUTHWEST OF THE CENTER OF A DOUBLE DRAIN, 76 FEET
 BJ5067'EAST OF THE CENTER OF THE NORTH BOUND LANE OF STATE HIGHWAY 1, 66
 BJ5067'FEET SOUTHEAST OF THE CENTER OF A TRIPLE DRAIN CULVERT AND 2 FEET
 BJ5067'SOUTH OF A METAL WITNESS POST.
 BJ5067'
 BJ5067'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5067
 BJ5067                          STATION RECOVERY (2006)
 BJ5067
 BJ5067'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ5067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2869 ***********************************************************************
 BX2869  DESIGNATION -  ALLEN
 BX2869  PID         -  BX2869
 BX2869  STATE/COUNTY-  LA/NATCHITOCHES
 BX2869  USGS QUAD   -  ALLEN (1992)
 BX2869
 BX2869                         *CURRENT SURVEY CONTROL
 BX2869  ___________________________________________________________________
 BX2869* NAD 83(1992)-  31 50 10.80240(N)    093 17 18.10706(W)     ADJUSTED  
 BX2869* NAVD 88     -        52.43   (+/-2cm)     172.0    (feet)  VERTCON   
 BX2869  ___________________________________________________________________
 BX2869  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BX2869  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2869
 BX2869  HORZ ORDER  -  FIRST
 BX2869  VERT ORDER  -  THIRD ? (See Below)
 BX2869
 BX2869.The horizontal coordinates were established by classical geodetic methods
 BX2869.and adjusted by the National Geodetic Survey in January 1993..
 BX2869
 BX2869.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2869.The vertical order pertains to the NGVD 29 superseded value.
 BX2869
 BX2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2869
 BX2869.The geoid height was determined by GEOID03.
 BX2869
 BX2869;                    North         East     Units Scale Factor Converg.
 BX2869;SPC LA N     -   148,437.219   925,380.019   MT  0.99991574   -0 25 00.5
 BX2869;SPC LA N     -   486,997.78  3,036,017.61   sFT  0.99991574   -0 25 00.5
 BX2869;UTM  15      - 3,522,331.006   472,714.244   MT  0.99960918   -0 09 07.6
 BX2869
 BX2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2869!SPC LA N     -   0.99999586  x   0.99991574  =   0.99991160
 BX2869!UTM  15      -   0.99999586  x   0.99960918  =   0.99960504
 BX2869
 BX2869:                Primary Azimuth Mark                     Grid Az
 BX2869:SPC LA N     -  ALLEN AZ MK                              094 58 05.7
 BX2869:UTM  15      -  ALLEN AZ MK                              094 42 12.8
 BX2869
 BX2869|---------------------------------------------------------------------|
 BX2869| PID    Reference Object                     Distance      Geod. Az  |
 BX2869|                                                           dddmmss.s |
 BX2869| CV7994 ALLEN AZ MK                                        0943305.2 |
 BX2869| CV7995 ALLEN RM 1                           17.225 METERS 12824     |
 BX2869| CV7996 ALLEN RM 2                           14.895 METERS 22407     |
 BX2869| CQ3105 COUSHATTA MUNICIPAL TANK            APPROX.20.7 KM 3451147.6 |
 BX2869|---------------------------------------------------------------------|
 BX2869
 BX2869                          SUPERSEDED SURVEY CONTROL
 BX2869
 BX2869  NAD 83(1986)-  31 50 10.81732(N)    093 17 18.09900(W) AD(       ) 1
 BX2869  NAD 27      -  31 50 10.23100(N)    093 17 17.48200(W) AD(       ) 1
 BX2869  NGVD 29 (07/19/86)   52.49   (m)          172.2    (f) LEVELING    3  
 BX2869
 BX2869.Superseded values are not recommended for survey control.
 BX2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2869.See file dsdata.txt to determine how the superseded data were derived.
 BX2869
 BX2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7271422331(NAD 83)
 BX2869_MARKER: DS = TRIANGULATION STATION DISK
 BX2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2869+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX2869
 BX2869  HISTORY     - Date     Condition        Report By
 BX2869  HISTORY     - 1941     MONUMENTED       CGS
 BX2869  HISTORY     - 1943     GOOD             USE
 BX2869  HISTORY     - 20060610 GOOD             USPSQD
 BX2869
 BX2869                          STATION DESCRIPTION
 BX2869
 BX2869'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2869'STATION IS IN THE SETTLEMENT OF ALLEN, ON THE ALLEN PLANTATION
 BX2869'IN THE W SIDE OF SECTION 22, T 10 N, R 9 W.  IT IS 0.05 MILE
 BX2869'S OF A RIGHT ANGLE TURN IN STATE HIGHWAY 428, 97 FEET E OF
 BX2869'THE CENTER LINE OF THE HIGHWAY, 35 FEET N OF FENCE LINE AND
 BX2869'WHITE REFERENCE POST.  IT IS STAMPED ALLEN 1941 AND PROJECTS
 BX2869'6 INCHES.
 BX2869'
 BX2869'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2869'BRONZE DISKS SET IN CONCRETE.
 BX2869'
 BX2869'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1 FOOT S OF FENCE
 BX2869'LINE.  IT IS STAMPED ALLEN NO. 1 1941 AND PROJECTS 6 INCHES.
 BX2869'
 BX2869'REFERENCE MARK NO. 2 IS SE OF THE STATION, 64 FEET E OF THE
 BX2869'CENTER LINE OF THE HIGHWAY, 1 FOOT N OF FENCE CORNER.  IT
 BX2869'IS STAMPED ALLEN NO. 2 1941 AND PROJECTS 4 INCHES.
 BX2869'
 BX2869'THE AZIMUTH MARK IS 0.7 MILE E OF THE STATION, 24 FEET S OF
 BX2869'THE CENTER LINE OF STATE HIGHWAY 428 OPPOSITE A SMALL GREEN
 BX2869'HOUSE, 5 FEET E BY S OF WHITE REFERENCE POST.  IT IS STAMPED
 BX2869'ALLEN 1941 AND PROJECTS 4 INCHES.
 BX2869'
 BX2869'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX2869
 BX2869                          STATION RECOVERY (1943)
 BX2869
 BX2869'RECOVERY NOTE BY US ENGINEERS 1943 (RCN)
 BX2869'$
 BX2869'SURFACE MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2869
 BX2869                          STATION RECOVERY (2006)
 BX2869
 BX2869'RECOVERY NOTE BY US POWER SQUADRON 2006 (TJ)
 BX2869'FOUND,CONDITION GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2419 ***********************************************************************
 BX2419  DESIGNATION -  ALLEN 2
 BX2419  PID         -  BX2419
 BX2419  STATE/COUNTY-  LA/NATCHITOCHES
 BX2419  USGS QUAD   -  ALLEN (1992)
 BX2419
 BX2419                         *CURRENT SURVEY CONTROL
 BX2419  ___________________________________________________________________
 BX2419* NAD 83(1992)-  31 50 10.02229(N)    093 17 17.80618(W)     ADJUSTED  
 BX2419* NAVD 88     -        51.76   (+/-2cm)     169.8    (feet)  VERTCON   
 BX2419  ___________________________________________________________________
 BX2419  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BX2419  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2419
 BX2419  HORZ ORDER  -  FIRST
 BX2419  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2419
 BX2419.The horizontal coordinates were established by classical geodetic methods
 BX2419.and adjusted by the National Geodetic Survey in January 1993..
 BX2419
 BX2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2419.The vertical order pertains to the NGVD 29 superseded value.
 BX2419
 BX2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2419
 BX2419.The geoid height was determined by GEOID03.
 BX2419
 BX2419;                    North         East     Units Scale Factor Converg.
 BX2419;SPC LA N     -   148,413.136   925,387.755   MT  0.99991575   -0 25 00.3
 BX2419;SPC LA N     -   486,918.76  3,036,042.99   sFT  0.99991575   -0 25 00.3
 BX2419;UTM  15      - 3,522,306.966   472,722.088   MT  0.99960918   -0 09 07.4
 BX2419
 BX2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2419!SPC LA N     -   0.99999596  x   0.99991575  =   0.99991171
 BX2419!UTM  15      -   0.99999596  x   0.99960918  =   0.99960515
 BX2419
 BX2419:                Primary Azimuth Mark                     Grid Az
 BX2419:SPC LA N     -  ALLEN 2 AZ MK                            080 15 20.1
 BX2419:UTM  15      -  ALLEN 2 AZ MK                            079 59 27.2
 BX2419
 BX2419|---------------------------------------------------------------------|
 BX2419| PID    Reference Object                     Distance      Geod. Az  |
 BX2419|                                                           dddmmss.s |
 BX2419| BX2420 ALLEN 2 AZ MK                                      0795019.8 |
 BX2419| CV7997 ALLEN 2 RM 3                         40.862 METERS 21721     |
 BX2419| BX2418 ALLEN 2 RM 5                         95.943 METERS 28151     |
 BX2419| BX2417 ALLEN 2 RM 4                         25.845 METERS 29220     |
 BX2419| BX2869 ALLEN                                25.297 METERS 34147     |
 BX2419|---------------------------------------------------------------------|
 BX2419
 BX2419                          SUPERSEDED SURVEY CONTROL
 BX2419
 BX2419  NAD 83(1986)-  31 50 10.03725(N)    093 17 17.79814(W) AD(       ) 1
 BX2419  NAD 27      -  31 50 09.44902(N)    093 17 17.18043(W) AD(       ) 1
 BX2419  NGVD 29 (??/??/??)   51.812  (m)          169.99   (f) ADJUSTED    2 2
 BX2419
 BX2419.Superseded values are not recommended for survey control.
 BX2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2419.See file dsdata.txt to determine how the superseded data were derived.
 BX2419
 BX2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7272222307(NAD 83)
 BX2419_MARKER: DS = TRIANGULATION STATION DISK
 BX2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2419_SP_SET: CONCRETE POST
 BX2419_STAMPING: ALLEN 2 1969
 BX2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2419+STABILITY: SURFACE MOTION
 BX2419
 BX2419  HISTORY     - Date     Condition        Report By
 BX2419  HISTORY     - 1969     MONUMENTED       CGS
 BX2419  HISTORY     - 1971     GOOD             NGS
 BX2419  HISTORY     - 1977     GOOD             LADTD
 BX2419  HISTORY     - 19860213 MARK NOT FOUND   USPSQD
 BX2419  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2419
 BX2419                          STATION DESCRIPTION
 BX2419
 BX2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2419'(NO MEASUREMENT BETWEEN RMS DUE TO BUSHES ON LINE.)
 BX2419'
 BX2419'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF POWHATAN IN
 BX2419'THE SMALL COMMUNITY OF ALLEN ON PROPERTY OWNED BY MR PAUL
 BX2419'MESSENGER AND MR. LEROY ANDERSON.
 BX2419'
 BX2419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BX2419'485 IN POWHATAN, GO SOUTH AND WEST ON STATE HIGHWAY 485 FOR 6.6
 BX2419'MILES TO THE AZIMUTH MARK ON THE LEFT, SOUTH, SIDE OF THE
 BX2419'HIGHWAY.  CONTINUE AHEAD, WEST, ON STATE HIGHWAY 485 FOR 0.3
 BX2419'MILE TO WHERE THE HIGHWAY MAKES A SHARP LEFT TURN.  TURN LEFT
 BX2419'AND GO SOUTH FOR 0.05 MILE TO THE STATION ON THE LEFT, EAST,
 BX2419'SIDE OF THE HIGHWAY.
 BX2419'
 BX2419'STATION MARK IS A STANDARD DISK, STAMPED ALLEN 2 1969, SET IN
 BX2419'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 BX2419'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 78.6 FEET EAST OF
 BX2419'A WHITE BOARD FENCE AND 41 FEET NORTHWEST OF A DRIVEWAY.
 BX2419'
 BX2419'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ALLEN 2 NO 3
 BX2419'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2419'THAT PROJECTS 2 INCHES.  IT IS 48 FEET EAST OF THE CENTER OF
 BX2419'STATE HIGHWAY 485 AND 0.6 FOOT WEST OF A WHITE BOARD FENCE.
 BX2419'
 BX2419'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ALLEN 2 NO 4
 BX2419'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2419'THAT PROJECTS 1 INCH.  IT IS 45 FEET EAST OF THE CENTER OF
 BX2419'STATE HIGHWAY 485 AND 1.1 FOOT WEST OF A WHITE BOARD FENCE.
 BX2419'
 BX2419'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALLEN 2 1969, SET IN
 BX2419'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2419'PROJECTS 3 INCHES.  IT IS 50 FEET SOUTH OF THE CENTER OF STATE
 BX2419'HIGHWAY 485, 36.3 FEET NORTH-NORTHWEST OF TELEPHONE POLE 97,
 BX2419'2.6 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 BX2419'1 FOOT NORTH OF A FENCE.
 BX2419
 BX2419                          STATION RECOVERY (1971)
 BX2419
 BX2419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2419'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 BX2419'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE
 BX2419'DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE.  DUE TO
 BX2419'THE LAND OWNERS REFUSAL OF PERMISSION TO ERECT A STEEL TOWER OVER THE
 BX2419'STATION MARK, REFERENCE MARK 5 WAS ESTABLISHED AND A TRAVERSE
 BX2419'CONNECTION WAS MADE.
 BX2419'
 BX2419'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK 5.
 BX2419'
 BX2419'REFERENCE MARK 5 IS A STANDARD DISK STAMPED ALLEN 2 1969 NO 5 1971,
 BX2419'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BX2419'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 88 FEET SOUTHEAST OF A
 BX2419'40-INCH OAK TREE, 69.5 FEET WEST OF A FENCE CORNER AND 28.5 FEET
 BX2419'NORTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BX2419'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2419'
 BX2419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHWEST
 BX2419'OF POWHATAN.
 BX2419
 BX2419                          STATION RECOVERY (1977)
 BX2419
 BX2419'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BX2419'.2 MI SOUTH FROM ALLEN.
 BX2419'ABOUT .2 MI SOUTH ALONG STATE HIGHWAY 485 FROM THE STORE IN ALLEN,124
 BX2419'FEET EAST OF THE CENTER OF HIGHWAY 485, 76.5 FEET NORTHWEST OF A 30
 BX2419'INCH OAK TREE AND 47 FEET SOUTHEAST OF A 20 INCH PINE TREE.
 BX2419
 BX2419                          STATION RECOVERY (1986)
 BX2419
 BX2419'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX2419'MARK NOT FOUND.
 BX2419
 BX2419                          STATION RECOVERY (2001)
 BX2419
 BX2419'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2420 ***********************************************************************
 BX2420  DESIGNATION -  ALLEN 2 AZ MK
 BX2420  PID         -  BX2420
 BX2420  STATE/COUNTY-  LA/NATCHITOCHES
 BX2420  USGS QUAD   -  ALLEN (1992)
 BX2420
 BX2420                         *CURRENT SURVEY CONTROL
 BX2420  ___________________________________________________________________
 BX2420* NAD 83(1986)-  31 50 10.     (N)    093 16 55.     (W)     SCALED    
 BX2420* NAVD 88     -        43.71   (+/-2cm)     143.4    (feet)  VERTCON   
 BX2420  ___________________________________________________________________
 BX2420  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2420
 BX2420  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2420
 BX2420.The horizontal coordinates were scaled from a topographic map and have
 BX2420.an estimated accuracy of +/- 6 seconds.
 BX2420
 BX2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2420.The vertical order pertains to the NGVD 29 superseded value.
 BX2420
 BX2420.The geoid height was determined by GEOID03.
 BX2420
 BX2420;                    North         East    Units  Estimated Accuracy
 BX2420;SPC LA N     -   148,410.      925,990.      MT  (+/- 180 meters Scaled)
 BX2420
 BX2420                          SUPERSEDED SURVEY CONTROL
 BX2420
 BX2420  NGVD 29 (??/??/??)   43.765  (m)          143.59   (f) ADJUSTED    2 2
 BX2420
 BX2420.Superseded values are not recommended for survey control.
 BX2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2420.See file dsdata.txt to determine how the superseded data were derived.
 BX2420
 BX2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR733223(NAD 83)
 BX2420_MARKER: DZ = AZIMUTH MARK DISK
 BX2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2420_SP_SET: CONCRETE POST
 BX2420_STAMPING: ALLEN 2 AZIMUTH 1969
 BX2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2420+STABILITY: SURFACE MOTION
 BX2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2420+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX2420
 BX2420  HISTORY     - Date     Condition        Report By
 BX2420  HISTORY     - 1969     MONUMENTED       LADTD
 BX2420  HISTORY     - 1977     GOOD             LADTD
 BX2420  HISTORY     - 19860213 MARK NOT FOUND   USPSQD
 BX2420  HISTORY     - 19950506 GOOD             USPSQD
 BX2420  HISTORY     - 20010922 GOOD             USPSQD
 BX2420  HISTORY     - 20060610 GOOD             USPSQD
 BX2420
 BX2420                          STATION DESCRIPTION
 BX2420
 BX2420'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2420'.25 MI EAST FROM ALLEN.
 BX2420'ABOUT .25 MI EAST ALONG STATE HIGHWAY 485 FROM THE STORE IN THE SMALL
 BX2420'TOWN OF ALLEN, 6.6 MI WEST ALONG STATE HIGHWAY 485 FROM THE POST
 BX2420'OFFICE AT POWHATAN, 50 FT SOUTH OF CENTERLINE OF STATE HIGHWAY 485,
 BX2420'75.5 FT SOUTH OF BARB WIRE FENCE ACROSS HIGHWAY, 1 FT NORTH OF BARB
 BX2420'WIRE FENCE, .1 MI WEST OF BRIDGE NO 115.02.0054.1.
 BX2420
 BX2420                          STATION RECOVERY (1986)
 BX2420
 BX2420'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX2420'MARK NOT FOUND.
 BX2420
 BX2420                          STATION RECOVERY (1995)
 BX2420
 BX2420'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2420'RECOVERED IN GOOD CONDITION.
 BX2420
 BX2420                          STATION RECOVERY (2001)
 BX2420
 BX2420'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2420'RECOVERED IN GOOD CONDITION.
 BX2420
 BX2420                          STATION RECOVERY (2006)
 BX2420
 BX2420'RECOVERY NOTE BY US POWER SQUADRON 2006 (TJ)
 BX2420'FOUND,CONDITION GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2417 ***********************************************************************
 BX2417  DESIGNATION -  ALLEN 2 RM 4
 BX2417  PID         -  BX2417
 BX2417  STATE/COUNTY-  LA/NATCHITOCHES
 BX2417  USGS QUAD   -  ALLEN (1992)
 BX2417
 BX2417                         *CURRENT SURVEY CONTROL
 BX2417  ___________________________________________________________________
 BX2417* NAD 83(1986)-  31 50 10.     (N)    093 17 18.     (W)     SCALED    
 BX2417* NAVD 88     -        51.27   (+/-2cm)     168.2    (feet)  VERTCON   
 BX2417  ___________________________________________________________________
 BX2417  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2417
 BX2417  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2417
 BX2417.The horizontal coordinates were scaled from a topographic map and have
 BX2417.an estimated accuracy of +/- 6 seconds.
 BX2417
 BX2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2417.The vertical order pertains to the NGVD 29 superseded value.
 BX2417
 BX2417.The geoid height was determined by GEOID03.
 BX2417
 BX2417;                    North         East    Units  Estimated Accuracy
 BX2417;SPC LA N     -   148,410.      925,380.      MT  (+/- 180 meters Scaled)
 BX2417
 BX2417                          SUPERSEDED SURVEY CONTROL
 BX2417
 BX2417  NGVD 29 (??/??/??)   51.321  (m)          168.38   (f) ADJUSTED    2 2
 BX2417
 BX2417.Superseded values are not recommended for survey control.
 BX2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2417.See file dsdata.txt to determine how the superseded data were derived.
 BX2417
 BX2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR727223(NAD 83)
 BX2417_MARKER: DR = REFERENCE MARK DISK
 BX2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2417_SP_SET: CONCRETE POST
 BX2417_STAMPING: ALLEN 2 RM 4 1969
 BX2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2417+STABILITY: SURFACE MOTION
 BX2417
 BX2417  HISTORY     - Date     Condition        Report By
 BX2417  HISTORY     - 1969     MONUMENTED       LADTD
 BX2417  HISTORY     - 1977     GOOD             LADTD
 BX2417  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2417  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2417
 BX2417                          STATION DESCRIPTION
 BX2417
 BX2417'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2417'.2 MI SOUTH FROM ALLEN.
 BX2417'ABOUT .2 MI SOUTH ALONG STATE HIGHWAY 485 FROM THE STORE IN ALLEN,
 BX2417'44 FT EAST OF THE CENTERLINE OF STATE HIGHWAY 485, 41 FT SOUTH OF
 BX2417'UNDERGROUND TELEPHONE WARNING AND SIGN, 49 FT WEST OF A 38 IN.
 BX2417'PINE, MARKER IS LOCATED IN OLD FENCE LINE AND HEDGE ROW.
 BX2417
 BX2417                          STATION RECOVERY (1995)
 BX2417
 BX2417'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2417'MARK NOT FOUND.
 BX2417
 BX2417                          STATION RECOVERY (2001)
 BX2417
 BX2417'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2418 ***********************************************************************
 BX2418  DESIGNATION -  ALLEN 2 RM 5
 BX2418  PID         -  BX2418
 BX2418  STATE/COUNTY-  LA/NATCHITOCHES
 BX2418  USGS QUAD   -  ALLEN (1992)
 BX2418
 BX2418                         *CURRENT SURVEY CONTROL
 BX2418  ___________________________________________________________________
 BX2418* NAD 83(1992)-  31 50 10.66183(N)    093 17 21.37722(W)     ADJUSTED  
 BX2418* NAVD 88     -        51.02   (+/-2cm)     167.4    (feet)  VERTCON   
 BX2418  ___________________________________________________________________
 BX2418  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BX2418  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2418
 BX2418  HORZ ORDER  -  FIRST
 BX2418  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2418
 BX2418.The horizontal coordinates were established by classical geodetic methods
 BX2418.and adjusted by the National Geodetic Survey in January 1993..
 BX2418
 BX2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2418.The vertical order pertains to the NGVD 29 superseded value.
 BX2418
 BX2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2418
 BX2418.The geoid height was determined by GEOID03.
 BX2418
 BX2418;                    North         East     Units Scale Factor Converg.
 BX2418;SPC LA N     -   148,433.515   925,294.009   MT  0.99991575   -0 25 02.2
 BX2418;SPC LA N     -   486,985.62  3,035,735.43   sFT  0.99991575   -0 25 02.2
 BX2418;UTM  15      - 3,522,326.906   472,628.278   MT  0.99960924   -0 09 09.3
 BX2418
 BX2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2418!SPC LA N     -   0.99999608  x   0.99991575  =   0.99991183
 BX2418!UTM  15      -   0.99999608  x   0.99960924  =   0.99960532
 BX2418
 BX2418:                Primary Azimuth Mark                     Grid Az
 BX2418:SPC LA N     -  ALLEN 2 AZ MK                            083 43 07.6
 BX2418:UTM  15      -  ALLEN 2 AZ MK                            083 27 14.7
 BX2418
 BX2418|---------------------------------------------------------------------|
 BX2418| PID    Reference Object                     Distance      Geod. Az  |
 BX2418|                                                           dddmmss.s |
 BX2418| BX2420 ALLEN 2 AZ MK                                      0831805.4 |
 BX2418| BX2419 ALLEN 2                              95.943 METERS 10151     |
 BX2418| BX2832 HAGEWOOD USE RADIO RELAY MAST       APPROX.16.1 KM 1662229.4 |
 BX2418| BX2837 ROBELINE KCS MICROWAVE KDV 582      APPROX.16.3 KM 1670246.3 |
 BX2418| BX2838 ROBELINE L F C RAD KKN 709          APPROX.16.5 KM 1683332.6 |
 BX2418| BX2841 BIG HILL LOT                        APPROX.16.5 KM 1684445.1 |
 BX2418| BX2874 PLEASANT HILL RAD STA KOB 756       APPROX.18.2 KM 2540046.1 |
 BX2418|---------------------------------------------------------------------|
 BX2418
 BX2418                          SUPERSEDED SURVEY CONTROL
 BX2418
 BX2418  NAD 83(1986)-  31 50 10.67684(N)    093 17 21.36950(W) AD(       ) 1
 BX2418  NAD 27      -  31 50 10.08856(N)    093 17 20.75142(W) AD(       ) 1
 BX2418  NGVD 29 (??/??/??)   51.081  (m)          167.59   (f) ADJUSTED    2 2
 BX2418
 BX2418.Superseded values are not recommended for survey control.
 BX2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2418.See file dsdata.txt to determine how the superseded data were derived.
 BX2418
 BX2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7262822327(NAD 83)
 BX2418_MARKER: DR = REFERENCE MARK DISK
 BX2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2418_SP_SET: CONCRETE POST
 BX2418_STAMPING: ALLEN 2 RM 5 1977
 BX2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2418+STABILITY: SURFACE MOTION
 BX2418
 BX2418  HISTORY     - Date     Condition        Report By
 BX2418  HISTORY     - 1971     MONUMENTED       NGS
 BX2418  HISTORY     - 1977     GOOD             LADTD
 BX2418  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2418  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2418
 BX2418                          STATION DESCRIPTION
 BX2418
 BX2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2418'THE STATION IS LOCATED ABOUT 13 MILES EAST AND 1-1/2 MILES NORTH OF
 BX2418'PLEASANT HILL, 3/4 MILE EAST AND 10 MILES NORTH OF ROBELINE AND IN
 BX2418'THE SOUTHEAST CORNER OF THE SCHOOL YARD OF THE ALLEN HIGH SCHOOL,
 BX2418'IN THE SMALL COMMUNITY OF ALLEN.
 BX2418'
 BX2418'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 120,
 BX2418'0.1 MILE WEST OF THE POST OFFIC IN ROBELINE, GO NORTHEAST OF
 BX2418'HIGHWAY 6 FOR 1.05 MILES TO STATE HIGHWAY 485 ON THE LEFT.  TURN
 BX2418'LEFT AND GO NORTH ON HIGHWAY 485 FOR 9.8 MILES TO WHERE THE
 BX2418'HIGHWAY CURVES TO THE RIGHT, A SMALL STORE AND A ROAD ON THE LEFT.
 BX2418'TURN LEFT AND GO 0.05 MILE TO THE SCHOOL YARD.  THENCE TURN
 BX2418'LEFT AND GO SOUTH FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 BX2418'
 BX2418'THE STATION MARKS ARE STANDARD REFERENCE MARKS DISKS STAMPED ALLEN 2
 BX2418'1969 NO 5 1971.  THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH
 BX2418'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 BX2418'SURFACE.  IT IS 88 FEET SOUTHEAST OF A 40-INCH OAK TREE, 69.5 FEET
 BX2418'WEST OF A FENCE CORNER AND 28.5 FEET NORTH OF A FENCE.  THE
 BX2418'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 BX2418'INCHES BELOW THE GROUND SURFACE.
 BX2418'
 BX2418'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALLEN 2 1969, SET IN THE
 BX2418'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BX2418'THE GROUND SURFACE.  IT IS 49 FEET SOUTH OF THE CENTER OF HIGHWAY
 BX2418'485, 36 FEET NORTH-NORTHWEST OF A TELEPHONE POLE NUMBERED 97, 3
 BX2418'FEET WEST OF A METAL WITNESS POST AND 2 FEET NORTH OF A FENCE.
 BX2418'
 BX2418'ALLEN 2 1969 IS A TRIANGULATION STATION MARK DISK SET IN THE TOP OF
 BX2418'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 BX2418'GROUND SURFACE.  IT IS 124 FEET EAST OF THE CENTER OF HIGHWAY 485,
 BX2418'76.5 FEET NORTHWEST OF A 30-INCH OAK TREE AND 47 FEET SOUTHEAST OF
 BX2418'A 20-INCH PINE TREE.
 BX2418'
 BX2418'NEAREST TOWN--BOWHATAN.
 BX2418'
 BX2418'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 BX2418
 BX2418                          STATION RECOVERY (1977)
 BX2418
 BX2418'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BX2418'.2 MI SOUTH FROM ALLEN.
 BX2418'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND 120,0.1
 BX2418'MILE WEST OF THE POST OFFICE IN ROBELINE,GO NORTHEAST ON HIGHWAY 6 FOR
 BX2418'1.05MILES TO STATE HIGHWAY 485 ON THE LEFT.TURN LEFT AND GO NORTH ON
 BX2418'HIGHWAY 485 FOR 9.8MILES TO WHERE THE HIGHWAY CURVES TO THE RIGHT, A
 BX2418'SMALL STORE AND A ROAD ON THE LEFT. TURN LEFT AND GO 0.05 MILE TO THE
 BX2418'ALLEN HIGH SCHOOL YARD,THENCE TURN LEFT AND GO SOUTH FOR 0.05 MILE TO
 BX2418'THE STATION AS DESCRIBED. IT IS 88 FEET SOUTHEAST OF A 40 INCH SWEET
 BX2418'GUM TREE,69.5FEET WEST OF A FENCE CORNER AND 28.5FEET NORTH OF A FENCE
 BX2418
 BX2418                          STATION RECOVERY (1995)
 BX2418
 BX2418'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2418'MARK NOT FOUND.
 BX2418
 BX2418                          STATION RECOVERY (2001)
 BX2418
 BX2418'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0911 ***********************************************************************
 BJ0911  DESIGNATION -  ALLEN RESET
 BJ0911  PID         -  BJ0911
 BJ0911  STATE/COUNTY-  LA/LIVINGSTON
 BJ0911  USGS QUAD   -  HOLDEN (1974)
 BJ0911
 BJ0911                         *CURRENT SURVEY CONTROL
 BJ0911  ___________________________________________________________________
 BJ0911* NAD 83(1986)-  30 30 15.     (N)    090 38 26.     (W)     SCALED    
 BJ0911* NAVD 88     -        12.785  (meters)      41.95   (feet)  ADJUSTED  
 BJ0911  ___________________________________________________________________
 BJ0911  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0911  DYNAMIC HT  -          12.768 (meters)      41.89  (feet)  COMP
 BJ0911  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ0911
 BJ0911  VERT ORDER  -  FIRST     CLASS I
 BJ0911
 BJ0911.The horizontal coordinates were scaled from a topographic map and have
 BJ0911.an estimated accuracy of +/- 6 seconds.
 BJ0911
 BJ0911.The orthometric height was determined by differential leveling
 BJ0911.and adjusted by the National Geodetic Survey in February 1994..
 BJ0911
 BJ0911.The geoid height was determined by GEOID03.
 BJ0911
 BJ0911.The dynamic height is computed by dividing the NAVD 88
 BJ0911.geopotential number by the normal gravity value computed on the
 BJ0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0911.degrees latitude (g = 980.6199 gals.).
 BJ0911
 BJ0911.The modeled gravity was interpolated from observed gravity values.
 BJ0911
 BJ0911;                    North         East    Units  Estimated Accuracy
 BJ0911;SPC LA S     -   222,350.    1,066,500.      MT  (+/- 180 meters Scaled)
 BJ0911
 BJ0911                          SUPERSEDED SURVEY CONTROL
 BJ0911
 BJ0911  NAVD 88 (06/15/91)   12.826  (m)           42.08   (f) UNKNOWN     1 1
 BJ0911  NGVD 29 (??/??/??)   12.802  (m)           42.00   (f) ADJUSTED    1 1
 BJ0911
 BJ0911.Superseded values are not recommended for survey control.
 BJ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0911.See file dsdata.txt to determine how the superseded data were derived.
 BJ0911
 BJ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP264770(NAD 83)
 BJ0911_MARKER: DS = TRIANGULATION STATION DISK
 BJ0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0911_SP_SET: CONCRETE POST
 BJ0911_STAMPING: ALLEN 1956 1967
 BJ0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0911+STABILITY: SURFACE MOTION
 BJ0911
 BJ0911  HISTORY     - Date     Condition        Report By
 BJ0911  HISTORY     - 1967     MONUMENTED       LAGS
 BJ0911  HISTORY     - 1969     GOOD             CGS
 BJ0911  HISTORY     - 1976     GOOD             NGS
 BJ0911
 BJ0911                          STATION DESCRIPTION
 BJ0911
 BJ0911'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1967 (LFS)
 BJ0911'THE STATION WAS VISITED 6-2-67 AND THE STATION MARK WAS FOUND
 BJ0911'DISTURBED AND REFERENCE MARK NO. 2 WAS DESTROYED BY LAYING OF
 BJ0911'A PIPE LINE ALONG HIGHWAY.  THE STATION UNDERGROUND MARK SET
 BJ0911'IN 1956 WAS FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS SET
 BJ0911'OVER THE UNDERGROUND MARK IN ITS ORIGINAL POSITION.  REFERENCE
 BJ0911'MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK
 BJ0911'WAS DESTROYED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BJ0911'
 BJ0911'THE STATION IS LOCATED 3.5 MILES WEST ALONG U.S. HIGHWAY 190
 BJ0911'FROM THE TRAFFIC LIGHT IN ALBANY, 1.8 MILES EAST OF HOLDEN
 BJ0911'BETWEEN U.S. HIGHWAY 190 AND THE ILLINOIS CENTRAL RAILROAD
 BJ0911'TRACKS, 35 FT. NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190,
 BJ0911'42.5 FT. SOUTH OF SOUTH RAIL OF TRACKS, 38 FT. ESE OF TELEGRAPH
 BJ0911'POLE NO. 1831, 19 FT. SOUTH OF A ROW OF TELEGRAPH POLES, 2 FT.
 BJ0911'NORTH OF A ROW OF POWER POLES, 94 FT. WEST OF THE PROJECTED
 BJ0911'CENTERLINE OF A ROAD LEADING SOUTH, 1 FOOT EAST OF METAL
 BJ0911'WITNESS POST.  IT IS A STATE OF LOUISIANA GEODETIC SURVEY
 BJ0911'DISK STAMPED ALLEN 1956 1967, PROJECTING 3-INCHES.
 BJ0911'
 BJ0911'REFERENCE MARK NO. 1 IS 118.70 FT. SOUTH OF STATION, 85 FT.
 BJ0911'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 18 FT. SOUTHWEST
 BJ0911'OF WIRE GATE, 10 FT. WEST OF A 2 FOOT OAK TREE, 89 FT. WEST OF
 BJ0911'THE CENTERLINE OF ROAD LEADING SOUTH, 10 FT. SOUTH OF A FENCE
 BJ0911'LINE.  IT IS A STANDARD REFERENCE DISK STAMPED ALLEN NO 1 1939,
 BJ0911'PROJECTING 4-INCHES.
 BJ0911'
 BJ0911'REFERENCE MARK NO. 3 IS 72.90 FT. WEST OF STATION, 41 FT. NORTH
 BJ0911'OF THE CENTERLINE OF U.S. HIGHWAY 190, 41.5 FT. SOUTHWEST OF
 BJ0911'TELEGRAPH POLE NO. 1831, 37 FT. SOUTH OF SOUTH RAIL, 58 FT. ENE
 BJ0911'OF POWER POLE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ0911'ALLEN 1939 NO 3 1967.
 BJ0911'
 BJ0911'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ0911'
 BJ0911'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BJ0911'WEST
 BJ0911
 BJ0911                          STATION RECOVERY (1969)
 BJ0911
 BJ0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BJ0911'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 BJ0911'MARKS 1 AND 3 WERE RECOVERED AS DESCRIBED BY L.F.S. IN 1967
 BJ0911'AND FOUND IN GOOD CONDITION.
 BJ0911'
 BJ0911'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BJ0911'WEST OF ALBANY
 BJ0911
 BJ0911                          STATION RECOVERY (1976)
 BJ0911
 BJ0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0911'1.8 MI EAST FROM HOLDEN.
 BJ0911'1.8 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0911'HIGHWAY 441, 0.2 MILE EAST OF JUNCTION OF A ROAD LEADING NORTH,
 BJ0911'2 POWER LINE POLES EAST OF 2 POWER LINE POLES SUPPORTING TRANS-
 BJ0911'FORMERS, 95 FT WEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING
 BJ0911'SOUTH, 36 FT NORTH OF THE  CENTER LINE OF THE HIGHWAY, 72.70 FT EAST
 BJ0911'OF REFERENCE MARK ALLEN RM 3 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0909 ***********************************************************************
 BJ0909  DESIGNATION -  ALLEN RM 2
 BJ0909  PID         -  BJ0909
 BJ0909  STATE/COUNTY-  LA/LIVINGSTON
 BJ0909  USGS QUAD   -  HOLDEN (1974)
 BJ0909
 BJ0909                         *CURRENT SURVEY CONTROL
 BJ0909  ___________________________________________________________________
 BJ0909* NAD 83(1986)-  30 30 15.     (N)    090 38 27.     (W)     SCALED    
 BJ0909* NAVD 88     -        12.661  (meters)      41.54   (feet)  ADJUSTED  
 BJ0909  ___________________________________________________________________
 BJ0909  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0909  DYNAMIC HT  -          12.645 (meters)      41.49  (feet)  COMP
 BJ0909  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ0909
 BJ0909  VERT ORDER  -  FIRST     CLASS I
 BJ0909
 BJ0909.The horizontal coordinates were scaled from a topographic map and have
 BJ0909.an estimated accuracy of +/- 6 seconds.
 BJ0909
 BJ0909.The orthometric height was determined by differential leveling
 BJ0909.and adjusted by the National Geodetic Survey in February 1994..
 BJ0909
 BJ0909.The geoid height was determined by GEOID03.
 BJ0909
 BJ0909.The dynamic height is computed by dividing the NAVD 88
 BJ0909.geopotential number by the normal gravity value computed on the
 BJ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0909.degrees latitude (g = 980.6199 gals.).
 BJ0909
 BJ0909.The modeled gravity was interpolated from observed gravity values.
 BJ0909
 BJ0909;                    North         East    Units  Estimated Accuracy
 BJ0909;SPC LA S     -   222,350.    1,066,470.      MT  (+/- 180 meters Scaled)
 BJ0909
 BJ0909                          SUPERSEDED SURVEY CONTROL
 BJ0909
 BJ0909  NAVD 88 (06/15/91)   12.703  (m)           41.68   (f) UNKNOWN     1 1
 BJ0909  NGVD 29 (??/??/??)   12.679  (m)           41.60   (f) ADJUSTED    1 1
 BJ0909
 BJ0909.Superseded values are not recommended for survey control.
 BJ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0909.See file dsdata.txt to determine how the superseded data were derived.
 BJ0909
 BJ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP264770(NAD 83)
 BJ0909_MARKER: DR = REFERENCE MARK DISK
 BJ0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0909_SP_SET: CONCRETE POST
 BJ0909_STAMPING: ALLEN LGS NO 2 1939
 BJ0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0909+STABILITY: SURFACE MOTION
 BJ0909
 BJ0909  HISTORY     - Date     Condition        Report By
 BJ0909  HISTORY     - 1939     MONUMENTED       LAGS
 BJ0909  HISTORY     - 1976     GOOD             NGS
 BJ0909  HISTORY     - 1979     GOOD             LADTD
 BJ0909
 BJ0909                          STATION DESCRIPTION
 BJ0909
 BJ0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0909'1.8 MI EAST FROM HOLDEN.
 BJ0909'1.8 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0909'HIGHWAY 441, 0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTH,
 BJ0909'2 POWER LINE POLES EAST OF 2 POWER LINE POLES SUPPORTING TRANSFORMERS,
 BJ0909'226 FT WEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 BJ0909'58.89 FT WEST OF REFERENCE MARK ALLEN RM 3 RESET 1967, 42 FT NORTH
 BJ0909'OF THE CENTER LINE OF THE HIGHWAY, 7 FT NORTH OF A POWER LINE POLE.
 BJ0909
 BJ0909                          STATION RECOVERY (1979)
 BJ0909
 BJ0909'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0910 ***********************************************************************
 BJ0910  DESIGNATION -  ALLEN RM 3
 BJ0910  PID         -  BJ0910
 BJ0910  STATE/COUNTY-  LA/LIVINGSTON
 BJ0910  USGS QUAD   -  HOLDEN (1974)
 BJ0910
 BJ0910                         *CURRENT SURVEY CONTROL
 BJ0910  ___________________________________________________________________
 BJ0910* NAD 83(1986)-  30 30 15.     (N)    090 38 27.     (W)     SCALED    
 BJ0910* NAVD 88     -        12.699  (meters)      41.66   (feet)  ADJUSTED  
 BJ0910  ___________________________________________________________________
 BJ0910  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0910  DYNAMIC HT  -          12.682 (meters)      41.61  (feet)  COMP
 BJ0910  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ0910
 BJ0910  VERT ORDER  -  FIRST     CLASS I
 BJ0910
 BJ0910.The horizontal coordinates were scaled from a topographic map and have
 BJ0910.an estimated accuracy of +/- 6 seconds.
 BJ0910
 BJ0910.The orthometric height was determined by differential leveling
 BJ0910.and adjusted by the National Geodetic Survey in February 1994..
 BJ0910
 BJ0910.The geoid height was determined by GEOID03.
 BJ0910
 BJ0910.The dynamic height is computed by dividing the NAVD 88
 BJ0910.geopotential number by the normal gravity value computed on the
 BJ0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0910.degrees latitude (g = 980.6199 gals.).
 BJ0910
 BJ0910.The modeled gravity was interpolated from observed gravity values.
 BJ0910
 BJ0910;                    North         East    Units  Estimated Accuracy
 BJ0910;SPC LA S     -   222,350.    1,066,470.      MT  (+/- 180 meters Scaled)
 BJ0910
 BJ0910                          SUPERSEDED SURVEY CONTROL
 BJ0910
 BJ0910  NAVD 88 (06/15/91)   12.740  (m)           41.80   (f) UNKNOWN     1 1
 BJ0910  NGVD 29 (??/??/??)   12.716  (m)           41.72   (f) ADJUSTED    1 1
 BJ0910
 BJ0910.Superseded values are not recommended for survey control.
 BJ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0910.See file dsdata.txt to determine how the superseded data were derived.
 BJ0910
 BJ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP264770(NAD 83)
 BJ0910_MARKER: DR = REFERENCE MARK DISK
 BJ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0910_SP_SET: CONCRETE POST
 BJ0910_STAMPING: ALLEN 1939 NO 3 1967
 BJ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0910+STABILITY: SURFACE MOTION
 BJ0910
 BJ0910  HISTORY     - Date     Condition        Report By
 BJ0910  HISTORY     - 1967     MONUMENTED       LAGS
 BJ0910  HISTORY     - 1976     GOOD             NGS
 BJ0910  HISTORY     - 1979     GOOD             LADTD
 BJ0910
 BJ0910                          STATION DESCRIPTION
 BJ0910
 BJ0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0910'1.8 MI EAST FROM HOLDEN.
 BJ0910'1.8 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0910'HIGHWAY 441, 0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTH,
 BJ0910'2 POWER LINE POLES EAST OF 2 POWER LINE POLES SUPPORTING TRANSFORMERS,
 BJ0910'167 FT WEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 BJ0910'41.5 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 72.70 FT WEST OF
 BJ0910'TRIANGULATION STATION ALLEN RESET 1967, 58 FT EAST OF A POWER LINE
 BJ0910'POLE.
 BJ0910
 BJ0910                          STATION RECOVERY (1979)
 BJ0910
 BJ0910'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2776 ***********************************************************************
 BH2776  DESIGNATION -  ALLIGATOR
 BH2776  PID         -  BH2776
 BH2776  STATE/COUNTY-  LA/ORLEANS
 BH2776  USGS QUAD   -  ALLIGATOR POINT (1994)
 BH2776
 BH2776                         *CURRENT SURVEY CONTROL
 BH2776  ___________________________________________________________________
 BH2776* NAD 83(1992)-  30 01 57.16658(N)    089 43 12.36673(W)     ADJUSTED  
 BH2776* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BH2776  **This station is located in a subsidence area (see below).
 BH2776  ___________________________________________________________________
 BH2776  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BH2776  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BH2776
 BH2776  HORZ ORDER  -  SECOND
 BH2776
 BH2776.The horizontal coordinates were established by classical geodetic methods
 BH2776.and adjusted by the National Geodetic Survey in May 1994..
 BH2776
 BH2776 ** The orthometric height has not been validated since last determined
 BH2776 ** by differential leveling and should not be used for control purposes.
 BH2776 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2776 ** area with valid NAVD 88 orthometric heights.
 BH2776 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2776 ** epoch indicated which incorporates improved geoid heights for the
 BH2776 ** Southern Louisiana Subsidence area.
 BH2776 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2776.The orthometric height was scaled from a topographic map.
 BH2776
 BH2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2776
 BH2776.The geoid height was determined by GEOID03.
 BH2776
 BH2776;                    North         East     Units Scale Factor Converg.
 BH2776;SPC LA S     -   170,969.220 1,155,587.216   MT  0.99992590   +0 48 23.9
 BH2776;SPC LA S     -   560,921.52  3,791,289.06   sFT  0.99992590   +0 48 23.9
 BH2776;UTM  16      - 3,325,509.585   237,688.590   MT  1.00044900   -1 21 43.8
 BH2776
 BH2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2776!SPC LA S     -   1.00000413  x   0.99992590  =   0.99993003
 BH2776!UTM  16      -   1.00000413  x   1.00044900  =   1.00045313
 BH2776
 BH2776|---------------------------------------------------------------------|
 BH2776| PID    Reference Object                     Distance      Geod. Az  |
 BH2776|                                                           dddmmss.s |
 BH2776| DD8283 ALLIGATOR RM 1                       22.480 METERS 01425     |
 BH2776| BH2773 DACE                                APPROX. 6.0 KM 0351255.8 |
 BH2776| BH2770 TEXAS CO WELL 1                     APPROX. 7.2 KM 0650127.7 |
 BH2776| DD8285 ALLIGATOR RM 3                       25.220 METERS 18919     |
 BH2776| DD8284 ALLIGATOR RM 2                       21.385 METERS 28511     |
 BH2776|---------------------------------------------------------------------|
 BH2776
 BH2776                          SUPERSEDED SURVEY CONTROL
 BH2776
 BH2776  NAD 83(1992)-  30 01 57.16923(N)    089 43 12.36501(W) AD(       ) 2
 BH2776  NAD 83(1986)-  30 01 57.17933(N)    089 43 12.36399(W) AD(       ) 2
 BH2776  NAD 27      -  30 01 56.46200(N)    089 43 12.15500(W) AD(       ) 2
 BH2776
 BH2776.Superseded values are not recommended for survey control.
 BH2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2776.See file dsdata.txt to determine how the superseded data were derived.
 BH2776
 BH2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3768925510(NAD 83)
 BH2776_MARKER: DS = TRIANGULATION STATION DISK
 BH2776_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2776_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2776
 BH2776  HISTORY     - Date     Condition        Report By
 BH2776  HISTORY     - 1934     MONUMENTED       CGS
 BH2776  HISTORY     - 1946     MARK NOT FOUND   CGS
 BH2776  HISTORY     - 1952     GOOD             CGS
 BH2776  HISTORY     - 1966     MARK NOT FOUND   CGS
 BH2776  HISTORY     - 1973     MARK NOT FOUND   NGS
 BH2776
 BH2776                          STATION DESCRIPTION
 BH2776
 BH2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2776'ON THE NW SHORE OF LAKE BORGNE, AT THE SE POINT OF ALLIGATOR POINT,
 BH2776'N OF THE BAYOU RUNNING E AND W, 214 METERS (702 FEET) W FROM THE
 BH2776'POINT OF LAND AT THE N SIDE OF THE MOUTH OF THE BAYOU, 29 METERS
 BH2776'(95 FEET) N OF THE BANK OF THE BAYOU, AND 56.4 METERS (185 FEET)
 BH2776'FROM THE LAKE SHORE LINE. THE STATION IS MARKED BY A STANDARD
 BH2776'BRONZE DISK SET IN CONCRETE AT THE TOP OF A TILE.
 BH2776'
 BH2776'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 BH2776'CONCRETE AT THE TOP OF A TILE, IS 22.490
 BH2776'METERS (73.80 FEET) FROM THE STATION N 14 DEG 27 MIN E.
 BH2776'
 BH2776'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 BH2776'CONCRETE AT THE TOP OF A TILE, IS 21.385
 BH2776'METERS (70.18 FEET) FROM THE STATION N 74 DEG 45 MIN W.
 BH2776'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 30.816
 BH2776'METERS (101.123 FEET). THE MARKS PROJECT ABOUT ONE FOOT ABOVE THE
 BH2776'SURFACE OF THE GROUND. ALLIGATOR POINT LIGHT IS S 10 DEG 25 MIN E.
 BH2776
 BH2776                          STATION RECOVERY (1946)
 BH2776
 BH2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2776'NEITHER THE STATION NOR REFERENCE MARKS COULD BE FOUND.
 BH2776'
 BH2776'THE AREA IS COVERED WITH A DENSE GROWTH OF MARSH GRASS AND WILD
 BH2776'CANE. AFTER BURNING AND SEARCHING FOR ABOUT THREE HOURS, THE SEARCH
 BH2776'WAS GIVEN UP, ALTHOUGH IT IS PROBABLE THAT THE MARKS ARE STILL
 BH2776'THERE.
 BH2776
 BH2776                          STATION RECOVERY (1952)
 BH2776
 BH2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2776'STATION AND R.M.S 1 AND 2 WERE RECOVERED. STATION AND R.M. 1 ARE NOW
 BH2776'FLUSH WITH THE SURFACE AND R.M. 2 IS 1 FOOT BELOW THE SURFACE. THE
 BH2776'DISTANCE TO R.M. 1 WAS MEASURED AND IS NOW 22.48 METERS (73.75
 BH2776'FEET) AND THE DISTANCE TO R.M. 2 IS 21.36 METERS (70.08 FEET).
 BH2776'THE DISTANCE BETWEEN THE REFERENCE MARKS IS NOW 30.822
 BH2776'METERS (101.137 FEET). THE BEARING TO R.M. 1 IS NOW N 14 DEG
 BH2776'25 MIN E AND THE BEARING TO R.M. 2 IS NOW 74 DEG 49 MIN W.
 BH2776'A NEW REFERENCE MARK, ALLIGATOR NO. 3 1952, WAS
 BH2776'SET.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BH2776'
 BH2776'LOCATED ON THE W SHORE OF LAKE BORGNE, ON ALLIGATOR POINT,
 BH2776'APPROXIMATELY 0.5 MILE NW OF THE MOST E POINT OF ALLIGATOR POINT,
 BH2776'264 FEET NW OF THE TIP OF MARSH ON N SIDE OF THE MOUTH OF A BAYOU,
 BH2776'90.0 FEET N OF N BANK OF THE SAME BAYOU. EDGE OF MARSH IS 59 FEET
 BH2776'N 69 DEG 35 MIN E.
 BH2776'
 BH2776'STATION MARK IS A STANDARD DISK, STAMPED ALLIGATOR 1934, SET IN
 BH2776'THE TOP OF A CONCRETE-FILLED 10-INCH TERRA-COTTA TILE WHICH IS FLUSH
 BH2776'WITH THE GROUND SURFACE.
 BH2776'
 BH2776'R.M. 1 IS A STANDARD DISK, STAMPED ALLIGATOR NO 1 1934, SET IN THE
 BH2776'TOP OF A CONCRETE-FILLED 10-INCH TERRA-COTTA TILE WHICH IS FLUSH
 BH2776'WITH THE GROUND. IT IS 22.480 METERS (73.75 FEET) FROM THE STATION
 BH2776'AND N 14 DEG 25 MIN E AND 16 FEET (4.9 METERS)
 BH2776'SW OF EDGE OF MARSH.
 BH2776'
 BH2776'R.M. 2 IS A STANDARD DISK, STAMPED ALLIGATOR NO 2 1934, SET IN THE
 BH2776'TOP OF 10-INCH TERRA-COTTA TILE FILLED WITH CONCRETE. IT IS 21.36
 BH2776'METERS (70.08 FEET) FROM THE STATION N 74 DEG 49 MIN W.
 BH2776'
 BH2776'R.M. 3 IS A STANDARD DISK, STAMPED ALLIGATOR NO 3 1952, SET IN THE
 BH2776'TOP OF A CONCRETE-FILLED 7-INCH STOVEPIPE RESTING ON A 2X4 INCH X 8
 BH2776'FT DRIVEN INTO THE MARSH. IT IS 10 FEET N OF THE N BANK OF THE BAYOU,
 BH2776'66.5 FEET N OF THE S BANK OF THE BAYOU, 155 FEET NNE OF POINT ON
 BH2776'NW SIDE AT THE MOUTH OF A SMALL DRAIN ENTERING THE BAYOU ON THE S,
 BH2776'AND IN A PILE OF DISCARDED CORE CASING USED BY GEOPHYSICAL CREWS.
 BH2776'MONUMENT PROJECTS 8 INCHES. IT IS 25.22 METERS (82.75 FEET)
 BH2776'FROM THE STATION S 9 DEG 20 MIN W.
 BH2776
 BH2776                          STATION RECOVERY (1966)
 BH2776
 BH2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2776'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT
 BH2776'COULD NOT BE FOUND. A COMPLETE NEW STATION ALLIGATOR 2 WAS
 BH2776'ESTABLISHED AT THIS TIME.
 BH2776
 BH2776                          STATION RECOVERY (1973)
 BH2776
 BH2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 BH2776'STATION MARK AND R.M. 1 AND R.M. 3 WERE SEARCHED FOR BUT NOT
 BH2776'FOUND AND PRESUMED LOST.  R.M. 2 WAS FOUND ENCASED IN A 10 IN
 BH2776'DIAMETER TILE PIPE FILLED WITH CONCRETE, STAMPED RM 2.  THE RM IS
 BH2776'LOCATED 6 METERS FROM THE MHWL AND 14 METERS NORTH OF THE NORTH
 BH2776'POINT OF LAND AT THE MOUTH A LARGE BAYOU.  R M IS COVERED AT HIGH
 BH2776'WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2775 ***********************************************************************
 BH2775  DESIGNATION -  ALLIGATOR 2
 BH2775  PID         -  BH2775
 BH2775  STATE/COUNTY-  LA/ORLEANS
 BH2775  USGS QUAD   -  ALLIGATOR POINT (1994)
 BH2775
 BH2775                         *CURRENT SURVEY CONTROL
 BH2775  ___________________________________________________________________
 BH2775* NAD 83(1992)-  30 01 59.55617(N)    089 43 19.47764(W)     ADJUSTED  
 BH2775* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 BH2775  **This station is located in a subsidence area (see below).
 BH2775  ___________________________________________________________________
 BH2775  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BH2775  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BH2775
 BH2775  HORZ ORDER  -  SECOND
 BH2775
 BH2775.The horizontal coordinates were established by classical geodetic methods
 BH2775.and adjusted by the National Geodetic Survey in May 1994..
 BH2775
 BH2775 ** The orthometric height has not been validated since last determined
 BH2775 ** by differential leveling and should not be used for control purposes.
 BH2775 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2775 ** area with valid NAVD 88 orthometric heights.
 BH2775 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2775 ** epoch indicated which incorporates improved geoid heights for the
 BH2775 ** Southern Louisiana Subsidence area.
 BH2775 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2775
 BH2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2775
 BH2775.The geoid height was determined by GEOID03.
 BH2775
 BH2775;                    North         East     Units Scale Factor Converg.
 BH2775;SPC LA S     -   171,040.108 1,155,395.692   MT  0.99992590   +0 48 20.3
 BH2775;SPC LA S     -   561,154.09  3,790,660.70   sFT  0.99992590   +0 48 20.3
 BH2775;UTM  16      - 3,325,587.711   237,499.787   MT  1.00045023   -1 21 47.5
 BH2775
 BH2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2775!SPC LA S     -   1.00000397  x   0.99992590  =   0.99992987
 BH2775!UTM  16      -   1.00000397  x   1.00045023  =   1.00045421
 BH2775
 BH2775|---------------------------------------------------------------------|
 BH2775| PID    Reference Object                     Distance      Geod. Az  |
 BH2775|                                                           dddmmss.s |
 BH2775| DD8287 ALLIGATOR 2 RM 4                     13.093 METERS 03732     |
 BH2775| DD8288 ALLIGATOR 2 RM 5                     15.071 METERS 15218     |
 BH2775| DD8286 ALLIGATOR 2 AZ MK                                  2364228.1 |
 BH2775| BH2813 VENETIAN ISLES WATER TANK           APPROX. 9.5 KM 2950345.3 |
 BH2775| BH2809 VENETIAN ISLES MICROWAVE TOWER      APPROX. 8.8 KM 2972203.4 |
 BH2775| BH2810 VENETIAN ISLES AWY COMM MAST        APPROX. 8.4 KM 3023629.7 |
 BH2775|---------------------------------------------------------------------|
 BH2775
 BH2775                          SUPERSEDED SURVEY CONTROL
 BH2775
 BH2775  NAD 83(1992)-  30 01 59.55738(N)    089 43 19.47387(W) AD(       ) 2
 BH2775  NAD 83(1986)-  30 01 59.56897(N)    089 43 19.47428(W) AD(       ) 2
 BH2775  NAD 27      -  30 01 58.85329(N)    089 43 19.26543(W) AD(       ) 2
 BH2775  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 BH2775
 BH2775.Superseded values are not recommended for survey control.
 BH2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2775.See file dsdata.txt to determine how the superseded data were derived.
 BH2775
 BH2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3750025588(NAD 83)
 BH2775_MARKER: DS = TRIANGULATION STATION DISK
 BH2775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2775+WITH SETTING: INFORMATION.
 BH2775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2775
 BH2775  HISTORY     - Date     Condition        Report By
 BH2775  HISTORY     - 1966     MONUMENTED       CGS
 BH2775  HISTORY     - 1972     GOOD             NGS
 BH2775  HISTORY     - 1972     GOOD             NGS
 BH2775
 BH2775                          STATION DESCRIPTION
 BH2775
 BH2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2775'STATION IS ABOUT 12-1/2 MILES NORTHEAST OF THE MARTELLO CASTLE,
 BH2775'7-1/2 MILES SOUTHEAST OF FT. MACOMB, ON THE NORTH SHORE OF LAKE
 BH2775'BORGNE AND IN MARSHLAND ON THE NORTH EDGE OF ALLIGATOR PT.
 BH2775'
 BH2775'STATION MARK, A STANDARD DISK STAMPED ALLIGATOR 2 1966, IS CRIMPED
 BH2775'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG. IT IS
 BH2775'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET. IT IS
 BH2775'ABOUT 300 FEET SOUTHWEST OF THE WATERS EDGE AND 3 FEET EAST OF A
 BH2775'METAL WITNESS POST.
 BH2775'
 BH2775'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ALLIGATOR 2 NO 4 1966,
 BH2775'IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2775'LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2
 BH2775'FEET. IT IS ABOUT 275 FEET SOUTHWEST OF THE WATERS EDGE AND 43
 BH2775'FEET NORTH OF THE METAL WITNESS POST.
 BH2775'
 BH2775'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED ALLIGATOR 2 NO 5 1966,
 BH2775'IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2775'LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2
 BH2775'FEET. IT IS ABOUT 290 FEET SOUTHWEST OF THE WATERS EDGE AND 49.9
 BH2775'FEET SOUTHEAST OF THE METAL WITNESS POST.
 BH2775'
 BH2775'AZIMUTH MARK, A STANDARD DISK STAMPED ALLIGATOR 2 1966. IT IS
 BH2775'LOCATED ABOUT 0.3 MILE SOUTHWEST OF THE STATION IN AN OPEN MARSH
 BH2775'AREA. IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32
 BH2775'FEET LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 BH2775'PROJECTS 3.2 FEET. IT IS 0.8 FEET NORTH OF A METAL WITNESS POST.
 BH2775'
 BH2775'NOTE--THE STATION CAN BE REACHED BY AIRCRAFT OR BOAT.
 BH2775
 BH2775                          STATION RECOVERY (1972)
 BH2775
 BH2775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 BH2775'ALL MARKS WERE RECOVERED AND FOUND TO BE ROD MARKS PROJECTING
 BH2775'ABOUT 3 FEET.  SOME OF THE PLASTIC PIPE THAT WAS USED AROUND
 BH2775'THE ROD MARKS HAS BEEN BURNT OFF.  ALSO IT WAS NOTICED THE RODS
 BH2775'ARE LOOSE IN THE THREAD COUPLINGS AND THE RODS CAN BE UNSCREWED
 BH2775'VERY EASY.
 BH2775'
 BH2775'THE 1966 DESCRIPTION IS STILL ADEQUATE.
 BH2775'
 BH2775'A HELICOPTER WAS USED TO VISIT THIS STATION.
 BH2775
 BH2775                          STATION RECOVERY (1972)
 BH2775
 BH2775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2775'STATION, R M 4, R M 5 AND AZIMUTH MARK WERE RECOVERED AS
 BH2775'DESCRIBED IN GOOD CONDITION, EXCEPT STATION IS 440 FEET SOUTHWEST
 BH2775'OF SHORELINE AND 225 FEET NORTH OF THE NORTH EDGE OF A LARGE BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1272 ***********************************************************************
 AT1272  DESIGNATION -  ALLIGATOR POINT LIGHT
 AT1272  PID         -  AT1272
 AT1272  STATE/COUNTY-  LA/ST BERNARD
 AT1272  USGS QUAD   -  PROCTOR POINT (1994)
 AT1272
 AT1272                         *CURRENT SURVEY CONTROL
 AT1272  ___________________________________________________________________
 AT1272* NAD 83(1992)-  29 59 17.74338(N)    089 42 42.75512(W)     ADJUSTED  
 AT1272* NAVD 88     -                                                        
 AT1272  **This station is located in a subsidence area (see below).
 AT1272  ___________________________________________________________________
 AT1272  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AT1272  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AT1272
 AT1272  HORZ ORDER  -  THIRD
 AT1272
 AT1272.The horizontal coordinates were established by classical geodetic methods
 AT1272.and adjusted by the National Geodetic Survey in May 1994..
 AT1272.No horizontal observational check was made to the station.
 AT1272
 AT1272 ** The orthometric height has not been validated since last determined
 AT1272 ** by differential leveling and should not be used for control purposes.
 AT1272 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1272 ** area with valid NAVD 88 orthometric heights.
 AT1272 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1272 ** epoch indicated which incorporates improved geoid heights for the
 AT1272 ** Southern Louisiana Subsidence area.
 AT1272 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1272
 AT1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1272
 AT1272.The geoid height was determined by GEOID03.
 AT1272
 AT1272;                    North         East     Units Scale Factor Converg.
 AT1272;SPC LA S     -   166,072.250 1,156,449.918   MT  0.99992577   +0 48 38.7
 AT1272;SPC LA S     -   544,855.37  3,794,119.44   sFT  0.99992577   +0 48 38.7
 AT1272;UTM  16      - 3,320,580.919   238,365.786   MT  1.00044463   -1 21 22.4
 AT1272
 AT1272                          SUPERSEDED SURVEY CONTROL
 AT1272
 AT1272  NAD 83(1992)-  29 59 17.74158(N)    089 42 42.75447(W) AD(       ) 4
 AT1272  NAD 83(1986)-  29 59 17.75455(N)    089 42 42.75301(W) AD(       ) 4
 AT1272  NAD 27      -  29 59 16.98769(N)    089 42 42.56871(W) AD(       ) 3
 AT1272
 AT1272.Superseded values are not recommended for survey control.
 AT1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1272.See file dsdata.txt to determine how the superseded data were derived.
 AT1272
 AT1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3836620581(NAD 83)
 AT1272_MARKER: 14 = NAVIGATION LIGHT
 AT1272
 AT1272  HISTORY     - Date     Condition        Report By
 AT1272  HISTORY     - 1957     FIRST OBSERVED   CGS
 AT1272  HISTORY     - 1971     MARK NOT FOUND   NGS
 AT1272
 AT1272                          STATION DESCRIPTION
 AT1272
 AT1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JEW)
 AT1272'ABOUT 2.2 MILES SOUTH OF ALLIGATOR POINT IN LAKE BORGNE.  LIGHT
 AT1272'IS ON A BLACK AND
 AT1272'WHITE SLATTED TRIANGULAR STRUCTURE ON PILES.
 AT1272
 AT1272                          STATION RECOVERY (1971)
 AT1272
 AT1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1272'STATION LOST.
 AT1272'
 AT1272'THERE IS NO EVIDENCE OF ANY LIGHT OR ANY OTHER STRUCTURE IN THE
 AT1272'PLOTTED POSITION OF THE STATION.  THE 1971 LIGHT LIST DOES NOT
 AT1272'CONTAIN SUCH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6236 ***********************************************************************
 AH6236  DESIGNATION -  ALMAB 01
 AH6236  PID         -  AH6236
 AH6236  STATE/COUNTY-  LA/TERREBONNE
 AH6236  USGS QUAD   -  HOUMA (1980)
 AH6236
 AH6236                         *CURRENT SURVEY CONTROL
 AH6236  ___________________________________________________________________
 AH6236* NAD 83(1992)-  29 36 33.81067(N)    090 44 08.69561(W)     ADJUSTED  
 AH6236* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6236  **This station is located in a subsidence area (see below).
 AH6236  ___________________________________________________________________
 AH6236  X           -     -71,263.799 (meters)                     COMP
 AH6236  Y           -  -5,549,299.718 (meters)                     COMP
 AH6236  Z           -   3,132,790.812 (meters)                     COMP
 AH6236  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6236  ELLIP HEIGHT-         -23.77  (meters)          (02/21/02) GPS OBS
 AH6236  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6236
 AH6236  HORZ ORDER  -  FIRST
 AH6236  ELLP ORDER  -  FIFTH     CLASS I
 AH6236
 AH6236.The horizontal coordinates were established by GPS observations
 AH6236.and adjusted by the National Geodetic Survey in December 1998..
 AH6236
 AH6236 ** The orthometric height has not been validated since last determined
 AH6236 ** by differential leveling and should not be used for control purposes.
 AH6236 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6236 ** area with valid NAVD 88 orthometric heights.
 AH6236 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6236 ** epoch indicated which incorporates improved geoid heights for the
 AH6236 ** Southern Louisiana Subsidence area.
 AH6236 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6236.The orthometric height was determined by GPS observations and a
 AH6236.high-resolution geoid model.
 AH6236
 AH6236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6236
 AH6236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6236
 AH6236.The ellipsoidal height was determined by GPS observations
 AH6236.and is referenced to NAD 83.
 AH6236
 AH6236.The geoid height was determined by GEOID03.
 AH6236
 AH6236;                    North         East     Units Scale Factor Converg.
 AH6236;SPC LA S     -   123,121.631 1,057,879.956   MT  0.99994893   +0 17 55.7
 AH6236;SPC LA S     -   403,941.55  3,470,727.82   sFT  0.99994893   +0 17 55.7
 AH6236;UTM  15      - 3,277,645.393   719,261.363   MT  1.00019322   +1 07 09.0
 AH6236
 AH6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6236!SPC LA S     -   1.00000373  x   0.99994893  =   0.99995266
 AH6236!UTM  15      -   1.00000373  x   1.00019322  =   1.00019695
 AH6236
 AH6236:                Primary Azimuth Mark                     Grid Az
 AH6236:SPC LA S     -  ALMAB 02                                 335 42 43.5
 AH6236:UTM  15      -  ALMAB 02                                 334 53 30.2
 AH6236
 AH6236|---------------------------------------------------------------------|
 AH6236| PID    Reference Object                     Distance      Geod. Az  |
 AH6236|                                                           dddmmss.s |
 AH6236| AH6481 ALMAB 02                            APPROX. 0.7 KM 3360039.2 |
 AH6236|---------------------------------------------------------------------|
 AH6236
 AH6236                          SUPERSEDED SURVEY CONTROL
 AH6236
 AH6236  ELLIP H (12/17/98)  -23.73   (m)                       GP(       ) 4 2
 AH6236
 AH6236.Superseded values are not recommended for survey control.
 AH6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6236.See file dsdata.txt to determine how the superseded data were derived.
 AH6236
 AH6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1926177645(NAD 83)
 AH6236_MARKER: DD = SURVEY DISK
 AH6236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6236_STAMPING: ALMAB 01
 AH6236_MARK LOGO: LA-109
 AH6236_PROJECTION: FLUSH
 AH6236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6236+STABILITY: SURFACE MOTION
 AH6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6236+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6236
 AH6236  HISTORY     - Date     Condition        Report By
 AH6236  HISTORY     - 1995     MONUMENTED       MPHI
 AH6236
 AH6236                          STATION DESCRIPTION
 AH6236
 AH6236'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6236'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA,TAKE CHURCH ST.
 AH6236'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH. TURN LEFT ON HWY 24 AND
 AH6236'TRAVEL NORTH FOR 1.5 MI (2.4 KM) TO JUNCTION WITH HOLLYWOOD ROAD. TURN
 AH6236'RIGHT ON HOLLYWOOD ROAD AND TRAVEL NORTHEAST FOR 0.45 MI (0.72 KM) TO
 AH6236'JUNCTION WITH ALMA ST. AND STATION ON THE LEFT. THE STATION IS A 2
 AH6236'INCH DISK IN CONCRETE. THE STATION IS 26.4 FT (8.0 M) SOUTHWEST OF THE
 AH6236'CENTER OF ALMA ST., 77.6 FT (23.7 M) NORTHWEST OF THE CENTER OF
 AH6236'HOLLYWOOD ROAD, 26.5 FT (8.1 M) NORTHWEST OF A PIPELINE CASING VENT,
 AH6236'99.0 FT (30.2 M) EAST OF THE NORTHEAST CORNER OF A CHURCH, 11.4 FT
 AH6236'(3.5 M) SOUTHEAST OF A CONCRETE PARKING LOT, AND 42.4 FT (12.9 M)
 AH6236'NORTHWEST OF A POWER POLE WITH A TRAFFIC CONTROLLER BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6481 ***********************************************************************
 AH6481  DESIGNATION -  ALMAB 02
 AH6481  PID         -  AH6481
 AH6481  STATE/COUNTY-  LA/TERREBONNE
 AH6481  USGS QUAD   -  HOUMA (1980)
 AH6481
 AH6481                         *CURRENT SURVEY CONTROL
 AH6481  ___________________________________________________________________
 AH6481* NAD 83(1992)-  29 36 54.00151(N)    090 44 18.97834(W)     ADJUSTED  
 AH6481* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6481  **This station is located in a subsidence area (see below).
 AH6481  ___________________________________________________________________
 AH6481  X           -     -71,536.482 (meters)                     COMP
 AH6481  Y           -  -5,548,988.906 (meters)                     COMP
 AH6481  Z           -   3,133,331.249 (meters)                     COMP
 AH6481  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6481  ELLIP HEIGHT-         -23.87  (meters)          (02/21/02) GPS OBS
 AH6481  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6481
 AH6481  HORZ ORDER  -  FIRST
 AH6481  ELLP ORDER  -  FIFTH     CLASS I
 AH6481
 AH6481.The horizontal coordinates were established by GPS observations
 AH6481.and adjusted by the National Geodetic Survey in December 1998..
 AH6481
 AH6481 ** The orthometric height has not been validated since last determined
 AH6481 ** by differential leveling and should not be used for control purposes.
 AH6481 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6481 ** area with valid NAVD 88 orthometric heights.
 AH6481 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6481 ** epoch indicated which incorporates improved geoid heights for the
 AH6481 ** Southern Louisiana Subsidence area.
 AH6481 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6481.The orthometric height was determined by GPS observations and a
 AH6481.high-resolution geoid model.
 AH6481
 AH6481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6481
 AH6481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6481
 AH6481.The ellipsoidal height was determined by GPS observations
 AH6481.and is referenced to NAD 83.
 AH6481
 AH6481.The geoid height was determined by GEOID03.
 AH6481
 AH6481;                    North         East     Units Scale Factor Converg.
 AH6481;SPC LA S     -   123,741.838 1,057,600.079   MT  0.99994827   +0 17 50.5
 AH6481;SPC LA S     -   405,976.35  3,469,809.59   sFT  0.99994827   +0 17 50.5
 AH6481;UTM  15      - 3,278,261.679   718,972.564   MT  1.00019166   +1 07 04.6
 AH6481
 AH6481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6481!SPC LA S     -   1.00000375  x   0.99994827  =   0.99995202
 AH6481!UTM  15      -   1.00000375  x   1.00019166  =   1.00019541
 AH6481
 AH6481:                Primary Azimuth Mark                     Grid Az
 AH6481:SPC LA S     -  ALMAB 03                                 334 17 10.3
 AH6481:UTM  15      -  ALMAB 03                                 333 27 56.2
 AH6481
 AH6481|---------------------------------------------------------------------|
 AH6481| PID    Reference Object                     Distance      Geod. Az  |
 AH6481|                                                           dddmmss.s |
 AH6481| AH6482 ALMAB 03                            APPROX. 0.9 KM 3343500.8 |
 AH6481| AH6487 ALMAB 04                            APPROX. 1.7 KM 3374342.4 |
 AH6481|---------------------------------------------------------------------|
 AH6481
 AH6481                          SUPERSEDED SURVEY CONTROL
 AH6481
 AH6481  ELLIP H (12/17/98)  -23.82   (m)                       GP(       ) 4 2
 AH6481
 AH6481.Superseded values are not recommended for survey control.
 AH6481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6481.See file dsdata.txt to determine how the superseded data were derived.
 AH6481
 AH6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1897378262(NAD 83)
 AH6481_MARKER: DD = SURVEY DISK
 AH6481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6481_STAMPING: ALMAB 02
 AH6481_MARK LOGO: LA-109
 AH6481_PROJECTION: FLUSH
 AH6481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6481+STABILITY: SURFACE MOTION
 AH6481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6481+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6481
 AH6481  HISTORY     - Date     Condition        Report By
 AH6481  HISTORY     - 1995     MONUMENTED       MPHI
 AH6481
 AH6481                          STATION DESCRIPTION
 AH6481
 AH6481'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6481'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH ST.
 AH6481'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH. TURN LEFT ON HWY 24 AND
 AH6481'TRAVEL NORTH FOR 1.5 MI (2.4 KM) TO JUNCTION WITH HOLLYWOOD ROAD. TURN
 AH6481'RIGHT ON HOLLYWOOD ROAD AND TRAVEL NORTHEAST FOR 0.45 MI (0.72 KM) TO
 AH6481'JUNCTION WITH ALMA ST. TURN LEFT ON ALMA ST. AND TRAVEL NORTH FOR 0.4
 AH6481'MI (0.6 KM) TO STATION ON RIGHT. THE STATION IS A 2 INCH DISK IN
 AH6481'CONCRETE. THE STATION IS 196.0 FT (59.7 M) NORTHWEST OF THE CENTER OF
 AH6481'CASCADE DR.,15.6 FT NORTHEAST OF THE CENTER OF ALMA ST., 62.4 FT (19.0
 AH6481'M) NORTHWEST OF A POWER POLE, 48.8 FT (14.9 M) NORTHEAST OF THE CORNER
 AH6481'OF A 6 FT (1.8 M) WOODEN FENCE, AND 63.0 FT (19.2 M) SOUTHEAST OF A
 AH6481'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6482 ***********************************************************************
 AH6482  DESIGNATION -  ALMAB 03
 AH6482  PID         -  AH6482
 AH6482  STATE/COUNTY-  LA/TERREBONNE
 AH6482  USGS QUAD   -  HOUMA (1980)
 AH6482
 AH6482                         *CURRENT SURVEY CONTROL
 AH6482  ___________________________________________________________________
 AH6482* NAD 83(1992)-  29 37 19.83381(N)    090 44 33.02758(W)     ADJUSTED  
 AH6482* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6482  **This station is located in a subsidence area (see below).
 AH6482  ___________________________________________________________________
 AH6482  X           -     -71,909.345 (meters)                     COMP
 AH6482  Y           -  -5,548,591.040 (meters)                     COMP
 AH6482  Z           -   3,134,022.757 (meters)                     COMP
 AH6482  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6482  ELLIP HEIGHT-         -23.77  (meters)          (02/21/02) GPS OBS
 AH6482  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH6482
 AH6482  HORZ ORDER  -  FIRST
 AH6482  ELLP ORDER  -  FIFTH     CLASS I
 AH6482
 AH6482.The horizontal coordinates were established by GPS observations
 AH6482.and adjusted by the National Geodetic Survey in December 1998..
 AH6482
 AH6482 ** The orthometric height has not been validated since last determined
 AH6482 ** by differential leveling and should not be used for control purposes.
 AH6482 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6482 ** area with valid NAVD 88 orthometric heights.
 AH6482 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6482 ** epoch indicated which incorporates improved geoid heights for the
 AH6482 ** Southern Louisiana Subsidence area.
 AH6482 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6482.The orthometric height was determined by GPS observations and a
 AH6482.high-resolution geoid model.
 AH6482
 AH6482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6482
 AH6482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6482
 AH6482.The ellipsoidal height was determined by GPS observations
 AH6482.and is referenced to NAD 83.
 AH6482
 AH6482.The geoid height was determined by GEOID03.
 AH6482
 AH6482;                    North         East     Units Scale Factor Converg.
 AH6482;SPC LA S     -   124,535.222 1,057,218.014   MT  0.99994744   +0 17 43.5
 AH6482;SPC LA S     -   408,579.31  3,468,556.10   sFT  0.99994744   +0 17 43.5
 AH6482;UTM  15      - 3,279,049.700   718,579.078   MT  1.00018954   +1 06 58.6
 AH6482
 AH6482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6482!SPC LA S     -   1.00000373  x   0.99994744  =   0.99995117
 AH6482!UTM  15      -   1.00000373  x   1.00018954  =   1.00019327
 AH6482
 AH6482:                Primary Azimuth Mark                     Grid Az
 AH6482:SPC LA S     -  ALMAB 02                                 154 17 10.3
 AH6482:UTM  15      -  ALMAB 02                                 153 27 55.2
 AH6482
 AH6482|---------------------------------------------------------------------|
 AH6482| PID    Reference Object                     Distance      Geod. Az  |
 AH6482|                                                           dddmmss.s |
 AH6482| AH6481 ALMAB 02                            APPROX. 0.9 KM 1543453.8 |
 AH6482| AH6487 ALMAB 04                            APPROX. 0.8 KM 3410434.8 |
 AH6482|---------------------------------------------------------------------|
 AH6482
 AH6482                          SUPERSEDED SURVEY CONTROL
 AH6482
 AH6482  ELLIP H (12/17/98)  -23.73   (m)                       GP(       ) 4 2
 AH6482
 AH6482.Superseded values are not recommended for survey control.
 AH6482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6482.See file dsdata.txt to determine how the superseded data were derived.
 AH6482
 AH6482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1857979050(NAD 83)
 AH6482_MARKER: DD = SURVEY DISK
 AH6482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6482_STAMPING: ALMAB 03
 AH6482_MARK LOGO: LA-109
 AH6482_PROJECTION: FLUSH
 AH6482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6482+STABILITY: SURFACE MOTION
 AH6482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6482+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6482
 AH6482  HISTORY     - Date     Condition        Report By
 AH6482  HISTORY     - 1995     MONUMENTED       MPHI
 AH6482
 AH6482                          STATION DESCRIPTION
 AH6482
 AH6482'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6482'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA,TAKE CHURCH ST.
 AH6482'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH. TURN LEFT ON HWY 24 AND
 AH6482'TRAVEL NORTH FOR 1.5 MI (2.4 KM) TO JUNCTION WITH HOLLYWOOD ROAD. TURN
 AH6482'RIGHT ON HOLLYWOOD ROAD AND TRAVEL NORTHEAST FOR 0.45 MI (0.72 KM) TO
 AH6482'JUNCTION WITH ALMA ST. TURN LEFT ON ALMA ST. AND TRAVEL NORTH FOR 0.95
 AH6482'MI (1.53 KM) TO THE STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK
 AH6482'IN CONCRETE. THE STATION IS 13.1 FT (4.0 M) NORTHEAST OF THE CENTER OF
 AH6482'ALMA ST.,154.3 FT SOUTHEAST OF THE CENTER OF LOUIS DR.,18.6 FT
 AH6482'SOUTHWEST OF A TELEPHONE PEDESTAL,45.1 FT SOUTHWEST OF THE SOUTHEAST
 AH6482'CORNER OF A GARAGE FOR 300 LOUIS DR., AND 27.3 FT (8.3 M) NORTHWEST OF
 AH6482'A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6487 ***********************************************************************
 AH6487  DESIGNATION -  ALMAB 04
 AH6487  PID         -  AH6487
 AH6487  STATE/COUNTY-  LA/TERREBONNE
 AH6487  USGS QUAD   -  SAVOIE (1980)
 AH6487
 AH6487                         *CURRENT SURVEY CONTROL
 AH6487  ___________________________________________________________________
 AH6487* NAD 83(1992)-  29 37 45.23521(N)    090 44 42.99543(W)     ADJUSTED  
 AH6487* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6487  **This station is located in a subsidence area (see below).
 AH6487  ___________________________________________________________________
 AH6487  X           -     -72,172.453 (meters)                     COMP
 AH6487  Y           -  -5,548,200.781 (meters)                     COMP
 AH6487  Z           -   3,134,702.530 (meters)                     COMP
 AH6487  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6487  ELLIP HEIGHT-         -23.98  (meters)          (02/21/02) GPS OBS
 AH6487  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH6487
 AH6487  HORZ ORDER  -  FIRST
 AH6487  ELLP ORDER  -  FIFTH     CLASS I
 AH6487
 AH6487.The horizontal coordinates were established by GPS observations
 AH6487.and adjusted by the National Geodetic Survey in December 1998..
 AH6487
 AH6487 ** The orthometric height has not been validated since last determined
 AH6487 ** by differential leveling and should not be used for control purposes.
 AH6487 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6487 ** area with valid NAVD 88 orthometric heights.
 AH6487 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6487 ** epoch indicated which incorporates improved geoid heights for the
 AH6487 ** Southern Louisiana Subsidence area.
 AH6487 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6487.The orthometric height was determined by GPS observations and a
 AH6487.high-resolution geoid model.
 AH6487
 AH6487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6487
 AH6487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6487
 AH6487.The ellipsoidal height was determined by GPS observations
 AH6487.and is referenced to NAD 83.
 AH6487
 AH6487.The geoid height was determined by GEOID03.
 AH6487
 AH6487;                    North         East     Units Scale Factor Converg.
 AH6487;SPC LA S     -   125,315.915 1,056,945.856   MT  0.99994664   +0 17 38.5
 AH6487;SPC LA S     -   411,140.63  3,467,663.20   sFT  0.99994664   +0 17 38.5
 AH6487;UTM  15      - 3,279,826.602   718,295.694   MT  1.00018801   +1 06 54.5
 AH6487
 AH6487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6487!SPC LA S     -   1.00000377  x   0.99994664  =   0.99995041
 AH6487!UTM  15      -   1.00000377  x   1.00018801  =   1.00019178
 AH6487
 AH6487:                Primary Azimuth Mark                     Grid Az
 AH6487:SPC LA S     -  ALMAB 03                                 160 46 51.3
 AH6487:UTM  15      -  ALMAB 03                                 159 57 35.3
 AH6487
 AH6487|---------------------------------------------------------------------|
 AH6487| PID    Reference Object                     Distance      Geod. Az  |
 AH6487|                                                           dddmmss.s |
 AH6487| AH6482 ALMAB 03                            APPROX. 0.8 KM 1610429.8 |
 AH6487|---------------------------------------------------------------------|
 AH6487
 AH6487                          SUPERSEDED SURVEY CONTROL
 AH6487
 AH6487  ELLIP H (12/17/98)  -23.93   (m)                       GP(       ) 4 2
 AH6487
 AH6487.Superseded values are not recommended for survey control.
 AH6487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6487.See file dsdata.txt to determine how the superseded data were derived.
 AH6487
 AH6487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1829679827(NAD 83)
 AH6487_MARKER: DD = SURVEY DISK
 AH6487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6487_STAMPING: ALMAB 04
 AH6487_MARK LOGO: LA-109
 AH6487_PROJECTION: FLUSH
 AH6487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6487+STABILITY: SURFACE MOTION
 AH6487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6487+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6487
 AH6487  HISTORY     - Date     Condition        Report By
 AH6487  HISTORY     - 1995     MONUMENTED       MPHI
 AH6487
 AH6487                          STATION DESCRIPTION
 AH6487
 AH6487'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6487'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA,TAKE CHURCH ST.
 AH6487'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH. TURN LEFT ON HWY 24 AND
 AH6487'TRAVEL NORTH FOR 1.5 MI (2.4 KM) TO JUNCTION WITH HOLLYWOOD ROAD. TURN
 AH6487'RIGHT ON HOLLYWOOD ROAD AND TRAVEL NORTHEAST FOR 0.45 MI (0.72 KM) TO
 AH6487'JUNCTION WITH ALMA ST. TURN LEFT ON ALMA ST. AND TRAVEL NORTH FOR 1.45
 AH6487'MI (2.33 KM) TO THE STATION ON THE LEFT. THE STATION IS A 2 INCH DISK
 AH6487'IN CONCRETE. THE STATION IS 16.3 FT (5.0 M) SOUTHEAST OF THE CENTER OF
 AH6487'F ST., 89.9 FT (27.4 M) NORTHWEST OF THE CENTER OF PREVOST DR.,13.4 FT
 AH6487'NORTHEAST OF A 6 FT (1.8 M) WOODEN FENCE, 51.0 FT (15.5 M) NORTHWEST
 AH6487'OF A POWER POLE, 65.8 FT (20.1 M) NORTHWEST OF A FIRE HYDRANT, AND
 AH6487'37.5 FT (11.4 M) SOUTHWEST OF THE CENTER OF A DRAINAGE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6486 ***********************************************************************
 AH6486  DESIGNATION -  ALMAB 05
 AH6486  PID         -  AH6486
 AH6486  STATE/COUNTY-  LA/TERREBONNE
 AH6486  USGS QUAD   -  SAVOIE (1980)
 AH6486
 AH6486                         *CURRENT SURVEY CONTROL
 AH6486  ___________________________________________________________________
 AH6486* NAD 83(1992)-  29 38 08.73939(N)    090 44 56.45743(W)     ADJUSTED  
 AH6486* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6486  **This station is located in a subsidence area (see below).
 AH6486  ___________________________________________________________________
 AH6486  X           -     -72,529.879 (meters)                     COMP
 AH6486  Y           -  -5,547,838.090 (meters)                     COMP
 AH6486  Z           -   3,135,331.487 (meters)                     COMP
 AH6486  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6486  ELLIP HEIGHT-         -24.18  (meters)          (02/21/02) GPS OBS
 AH6486  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH6486
 AH6486  HORZ ORDER  -  FIRST
 AH6486  ELLP ORDER  -  FIFTH     CLASS I
 AH6486
 AH6486.The horizontal coordinates were established by GPS observations
 AH6486.and adjusted by the National Geodetic Survey in December 1998..
 AH6486
 AH6486 ** The orthometric height has not been validated since last determined
 AH6486 ** by differential leveling and should not be used for control purposes.
 AH6486 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6486 ** area with valid NAVD 88 orthometric heights.
 AH6486 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6486 ** epoch indicated which incorporates improved geoid heights for the
 AH6486 ** Southern Louisiana Subsidence area.
 AH6486 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6486.The orthometric height was determined by GPS observations and a
 AH6486.high-resolution geoid model.
 AH6486
 AH6486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6486
 AH6486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6486
 AH6486.The ellipsoidal height was determined by GPS observations
 AH6486.and is referenced to NAD 83.
 AH6486
 AH6486.The geoid height was determined by GEOID03.
 AH6486
 AH6486;                    North         East     Units Scale Factor Converg.
 AH6486;SPC LA S     -   126,037.723 1,056,580.051   MT  0.99994592   +0 17 31.8
 AH6486;SPC LA S     -   413,508.76  3,466,463.05   sFT  0.99994592   +0 17 31.8
 AH6486;UTM  15      - 3,280,543.265   717,919.490   MT  1.00018598   +1 06 48.7
 AH6486
 AH6486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6486!SPC LA S     -   1.00000380  x   0.99994592  =   0.99994972
 AH6486!UTM  15      -   1.00000380  x   1.00018598  =   1.00018978
 AH6486
 AH6486:                Primary Azimuth Mark                     Grid Az
 AH6486:SPC LA S     -  ALMAB 04                                 153 07 28.5
 AH6486:UTM  15      -  ALMAB 04                                 152 18 11.6
 AH6486
 AH6486|---------------------------------------------------------------------|
 AH6486| PID    Reference Object                     Distance      Geod. Az  |
 AH6486|                                                           dddmmss.s |
 AH6486| AH6487 ALMAB 04                            APPROX. 0.8 KM 1532500.3 |
 AH6486| AH6488 ALMAB 06                            APPROX. 0.9 KM 3430639.5 |
 AH6486|---------------------------------------------------------------------|
 AH6486
 AH6486                          SUPERSEDED SURVEY CONTROL
 AH6486
 AH6486  ELLIP H (12/17/98)  -24.14   (m)                       GP(       ) 4 2
 AH6486
 AH6486.Superseded values are not recommended for survey control.
 AH6486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6486.See file dsdata.txt to determine how the superseded data were derived.
 AH6486
 AH6486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1791980543(NAD 83)
 AH6486_MARKER: DD = SURVEY DISK
 AH6486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6486_STAMPING: ALMAB 05
 AH6486_MARK LOGO: LA-109
 AH6486_PROJECTION: FLUSH
 AH6486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6486+STABILITY: SURFACE MOTION
 AH6486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6486+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6486
 AH6486  HISTORY     - Date     Condition        Report By
 AH6486  HISTORY     - 1995     MONUMENTED       MPHI
 AH6486
 AH6486                          STATION DESCRIPTION
 AH6486
 AH6486'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6486'TO REACH STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6486'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT ON HWY 24 AND
 AH6486'TRAVEL NORTH FOR 1.5 MI (2.4 KM) TO JUNCTION WITH HOLLYWOOD ROAD. TURN
 AH6486'RIGHT ON HOLLYWOOD ROAD AND TRAVEL NORTHEAST FOR 0.45 MI (0.72 KM) TO
 AH6486'JUNCTION WITH ALMA STREET.  TURN LEFT ON ALMA ST. AND TRAVEL NORTH FOR
 AH6486'2.0 MI (3.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A 2 INCH
 AH6486'DISK IN CONCRETE. THE STATION IS 24.6 FT (7.5 M) SOUTH OF A CATCH
 AH6486'BASIN, 53.3 FT (16.2 M) NORTHWEST OF A CORNER OF 6 FT  WOODEN FENCE,
 AH6486'22.6 FT (6.9 M) WEST OF THE CENTERLINE OF F STREET, 30.0 FT (9.1 M)
 AH6486'NORTHWEST OF THE CENTER OF A SEWER MANHOLE, AND 28.2 FT (8.6 M) NORTH
 AH6486'OF THE CENTERLINE OF SOUTHLAND CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6488 ***********************************************************************
 AH6488  DESIGNATION -  ALMAB 06
 AH6488  PID         -  AH6488
 AH6488  STATE/COUNTY-  LA/TERREBONNE
 AH6488  USGS QUAD   -  GRAY (1980)
 AH6488
 AH6488                         *CURRENT SURVEY CONTROL
 AH6488  ___________________________________________________________________
 AH6488* NAD 83(1992)-  29 38 35.21761(N)    090 45 05.66034(W)     ADJUSTED  
 AH6488* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6488  **This station is located in a subsidence area (see below).
 AH6488  ___________________________________________________________________
 AH6488  X           -     -72,772.117 (meters)                     COMP
 AH6488  Y           -  -5,547,431.608 (meters)                     COMP
 AH6488  Z           -   3,136,040.041 (meters)                     COMP
 AH6488  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6488  ELLIP HEIGHT-         -24.28  (meters)          (02/21/02) GPS OBS
 AH6488  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6488
 AH6488  HORZ ORDER  -  FIRST
 AH6488  ELLP ORDER  -  FIFTH     CLASS I
 AH6488
 AH6488.The horizontal coordinates were established by GPS observations
 AH6488.and adjusted by the National Geodetic Survey in December 1998..
 AH6488
 AH6488 ** The orthometric height has not been validated since last determined
 AH6488 ** by differential leveling and should not be used for control purposes.
 AH6488 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6488 ** area with valid NAVD 88 orthometric heights.
 AH6488 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6488 ** epoch indicated which incorporates improved geoid heights for the
 AH6488 ** Southern Louisiana Subsidence area.
 AH6488 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6488.The orthometric height was determined by GPS observations and a
 AH6488.high-resolution geoid model.
 AH6488
 AH6488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6488
 AH6488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6488
 AH6488.The ellipsoidal height was determined by GPS observations
 AH6488.and is referenced to NAD 83.
 AH6488
 AH6488.The geoid height was determined by GEOID03.
 AH6488
 AH6488;                    North         East     Units Scale Factor Converg.
 AH6488;SPC LA S     -   126,851.691 1,056,328.379   MT  0.99994511   +0 17 27.2
 AH6488;SPC LA S     -   416,179.26  3,465,637.36   sFT  0.99994511   +0 17 27.2
 AH6488;UTM  15      - 3,281,353.735   717,656.111   MT  1.00018457   +1 06 45.0
 AH6488
 AH6488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6488!SPC LA S     -   1.00000381  x   0.99994511  =   0.99994892
 AH6488!UTM  15      -   1.00000381  x   1.00018457  =   1.00018838
 AH6488
 AH6488:                Primary Azimuth Mark                     Grid Az
 AH6488:SPC LA S     -  ALMAB 07                                 336 21 38.2
 AH6488:UTM  15      -  ALMAB 07                                 335 32 20.4
 AH6488
 AH6488|---------------------------------------------------------------------|
 AH6488| PID    Reference Object                     Distance      Geod. Az  |
 AH6488|                                                           dddmmss.s |
 AH6488| AH6489 ALMAB 07                            APPROX. 0.9 KM 3363905.4 |
 AH6488|---------------------------------------------------------------------|
 AH6488
 AH6488                          SUPERSEDED SURVEY CONTROL
 AH6488
 AH6488  ELLIP H (12/17/98)  -24.20   (m)                       GP(       ) 4 2
 AH6488
 AH6488.Superseded values are not recommended for survey control.
 AH6488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6488.See file dsdata.txt to determine how the superseded data were derived.
 AH6488
 AH6488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1765681354(NAD 83)
 AH6488_MARKER: DD = SURVEY DISK
 AH6488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6488_STAMPING: ALMAB 06
 AH6488_MARK LOGO: LA-109
 AH6488_PROJECTION: FLUSH
 AH6488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6488+STABILITY: SURFACE MOTION
 AH6488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6488+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6488
 AH6488  HISTORY     - Date     Condition        Report By
 AH6488  HISTORY     - 1995     MONUMENTED       MPHI
 AH6488
 AH6488                          STATION DESCRIPTION
 AH6488
 AH6488'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6488'TO REACH STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6488'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT ON HWY 24 AND
 AH6488'TRAVEL NORTH FOR 1.5 MI (2.4 KM) TO JUNCTION WITH HOLLYWOOD ROAD. TURN
 AH6488'RIGHT ON HOLLYWOOD ROAD AND TRAVEL NORTHEAST FOR 0.45 MI (0.72 KM) TO
 AH6488'JUNCTION IWTH ALMA STREET AND TURN LEFT ON ALMA STREET AND TRAVEL
 AH6488'NORTH FOR 2.5 MI (4.0 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 AH6488'A 2 INCH DISK IN CONCRETE. THE STATION IS 14.5 FT (4.4 M) WEST OF THE
 AH6488'CENTERLINE OF VICARI STREET, 49.2 FT (15.0 M) WEST OF THE TV CABLE
 AH6488'BOX, 53.8 FT (16.4 M) NORTHWEST OF THE POWER POLE WITH A LIGHT, 119.8
 AH6488'SOUTHWEST OF THE PROJECTED CENTERLINE OF  THE MEDIAN OF WOODFIELD
 AH6488'BLVD, AND 99.7 FT (30.4 M) SOUTHWEST OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6489 ***********************************************************************
 AH6489  DESIGNATION -  ALMAB 07
 AH6489  PID         -  AH6489
 AH6489  STATE/COUNTY-  LA/TERREBONNE
 AH6489  USGS QUAD   -  GRAY (1980)
 AH6489
 AH6489                         *CURRENT SURVEY CONTROL
 AH6489  ___________________________________________________________________
 AH6489* NAD 83(1992)-  29 39 00.62652(N)    090 45 18.21736(W)     ADJUSTED  
 AH6489* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6489  **This station is located in a subsidence area (see below).
 AH6489  ___________________________________________________________________
 AH6489  X           -     -73,104.740 (meters)                     COMP
 AH6489  Y           -  -5,547,040.627 (meters)                     COMP
 AH6489  Z           -   3,136,720.217 (meters)                     COMP
 AH6489  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6489  ELLIP HEIGHT-         -23.80  (meters)          (02/21/02) GPS OBS
 AH6489  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6489
 AH6489  HORZ ORDER  -  FIRST
 AH6489  ELLP ORDER  -  FIFTH     CLASS I
 AH6489
 AH6489.The horizontal coordinates were established by GPS observations
 AH6489.and adjusted by the National Geodetic Survey in December 1998..
 AH6489
 AH6489 ** The orthometric height has not been validated since last determined
 AH6489 ** by differential leveling and should not be used for control purposes.
 AH6489 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6489 ** area with valid NAVD 88 orthometric heights.
 AH6489 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6489 ** epoch indicated which incorporates improved geoid heights for the
 AH6489 ** Southern Louisiana Subsidence area.
 AH6489 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6489.The orthometric height was determined by GPS observations and a
 AH6489.high-resolution geoid model.
 AH6489
 AH6489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6489
 AH6489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6489
 AH6489.The ellipsoidal height was determined by GPS observations
 AH6489.and is referenced to NAD 83.
 AH6489
 AH6489.The geoid height was determined by GEOID03.
 AH6489
 AH6489;                    North         East     Units Scale Factor Converg.
 AH6489;SPC LA S     -   127,632.286 1,055,986.706   MT  0.99994436   +0 17 20.9
 AH6489;SPC LA S     -   418,740.26  3,464,516.38   sFT  0.99994436   +0 17 20.9
 AH6489;UTM  15      - 3,282,129.535   717,303.194   MT  1.00018267   +1 06 39.7
 AH6489
 AH6489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6489!SPC LA S     -   1.00000374  x   0.99994436  =   0.99994810
 AH6489!UTM  15      -   1.00000374  x   1.00018267  =   1.00018641
 AH6489
 AH6489:                Primary Azimuth Mark                     Grid Az
 AH6489:SPC LA S     -  ALMAB 06                                 156 21 38.3
 AH6489:UTM  15      -  ALMAB 06                                 155 32 19.5
 AH6489
 AH6489|---------------------------------------------------------------------|
 AH6489| PID    Reference Object                     Distance      Geod. Az  |
 AH6489|                                                           dddmmss.s |
 AH6489| AH6488 ALMAB 06                            APPROX. 0.9 KM 1563859.2 |
 AH6489|---------------------------------------------------------------------|
 AH6489
 AH6489                          SUPERSEDED SURVEY CONTROL
 AH6489
 AH6489  ELLIP H (12/17/98)  -23.69   (m)                       GP(       ) 4 2
 AH6489
 AH6489.Superseded values are not recommended for survey control.
 AH6489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6489.See file dsdata.txt to determine how the superseded data were derived.
 AH6489
 AH6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1730382130(NAD 83)
 AH6489_MARKER: DD = SURVEY DISK
 AH6489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6489_STAMPING: ALMAB 07
 AH6489_MARK LOGO: LA-109
 AH6489_PROJECTION: FLUSH
 AH6489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6489+STABILITY: SURFACE MOTION
 AH6489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6489+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6489
 AH6489  HISTORY     - Date     Condition        Report By
 AH6489  HISTORY     - 1995     MONUMENTED       MPHI
 AH6489
 AH6489                          STATION DESCRIPTION
 AH6489
 AH6489'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6489'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6489'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT ON HWY 24 AND
 AH6489'TRAVEL NORTH FOR 1.5 MI (2.4 KM) TO JUNCTION WITH HOLLYWOOD ROAD. TURN
 AH6489'RIGHT ON HOLLYWOOD ROAD AND TRAVEL NORTHWEST FOR 0.45 MI (0.72 KM) TO
 AH6489'JUNCTION WITH ALMA STREET.  TURN LEFT ON ALMA STREET AND TRAVEL NORTH
 AH6489'FOR 3.0 MI (4.8 KM) TO THE STATION ON THE RIGHT CORNER OF VICARI
 AH6489'STREET AND HAMPTION STREET.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6489'THE STATION IS 22.0 FT (6.7 M) SOUTHEAST OF THE CENTERLINE OF HAMPTON
 AH6489'STREET, 19.0 FT (5.8 M) EAST OF THE CENTERLINE OF VICARI, 45.0 FT
 AH6489'(13.7 M) NORTHEAST OF THE LIGHT POLE, 69.9 FT (21.3 M) SOUTHEAST OF
 AH6489'THE FIRE HYDRANT, 8.0 FT (2.4 M) SOUTHWEST OF THE EDGE SIDEWALK, AND
 AH6489'116.3 FT (35.4 M) NORTHWEST OF THE FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0499 ***********************************************************************
 AU0499  DESIGNATION -  ALMEDIA
 AU0499  PID         -  AU0499
 AU0499  STATE/COUNTY-  LA/ST CHARLES
 AU0499  USGS QUAD   -  LULING (1992)
 AU0499
 AU0499                         *CURRENT SURVEY CONTROL
 AU0499  ___________________________________________________________________
 AU0499* NAD 83(1992)-  29 58 16.25353(N)    090 18 24.40627(W)     ADJUSTED  
 AU0499* NAVD 88     -         0.74   (+/-2cm)       2.4  **(feet)  VERTCON   
 AU0499  **This station is located in a subsidence area (see below).
 AU0499  ___________________________________________________________________
 AU0499  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU0499  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU0499
 AU0499  HORZ ORDER  -  FIRST
 AU0499  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0499
 AU0499.The horizontal coordinates were established by classical geodetic methods
 AU0499.and adjusted by the National Geodetic Survey in January 1993..
 AU0499
 AU0499 ** The orthometric height has not been validated since last determined
 AU0499 ** by differential leveling and should not be used for control purposes.
 AU0499 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0499 ** area with valid NAVD 88 orthometric heights.
 AU0499 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0499 ** epoch indicated which incorporates improved geoid heights for the
 AU0499 ** Southern Louisiana Subsidence area.
 AU0499 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0499.The vertical order pertains to the NGVD 29 superseded value.
 AU0499
 AU0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0499
 AU0499.The geoid height was determined by GEOID03.
 AU0499
 AU0499;                    North         East     Units Scale Factor Converg.
 AU0499;SPC LA S     -   163,515.819 1,099,068.296   MT  0.99992588   +0 30 47.8
 AU0499;SPC LA S     -   536,468.15  3,605,859.90   sFT  0.99992588   +0 30 47.8
 AU0499;UTM  15      - 3,318,644.730   759,878.184   MT  1.00043333   +1 20 46.3
 AU0499
 AU0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0499!SPC LA S     -   1.00000399  x   0.99992588  =   0.99992987
 AU0499!UTM  15      -   1.00000399  x   1.00043333  =   1.00043732
 AU0499
 AU0499|---------------------------------------------------------------------|
 AU0499| PID    Reference Object                     Distance      Geod. Az  |
 AU0499|                                                           dddmmss.s |
 AU0499| DD7107 ALMEDIA RM 1                         26.440 METERS 02941     |
 AU0499| AU2787 NEW ORLEANS W BASE                  APPROX. 6.5 KM 0820254.0 |
 AU0499| DD7108 ALMEDIA RM 2                         49.270 METERS 14209     |
 AU0499| AU2856 CITIES SERVICE CO CONCRETE STK      APPROX. 3.7 KM 2103054.5 |
 AU0499|---------------------------------------------------------------------|
 AU0499
 AU0499                          SUPERSEDED SURVEY CONTROL
 AU0499
 AU0499  NAD 83(1986)-  29 58 16.26997(N)    090 18 24.40581(W) AD(       ) 1
 AU0499  NAD 27      -  29 58 15.53550(N)    090 18 24.12240(W) AD(       ) 1
 AU0499  NGVD 29 (??/??/??)    0.820  (m)            2.69   (f) ADJUSTED    1 2
 AU0499
 AU0499.Superseded values are not recommended for survey control.
 AU0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0499.See file dsdata.txt to determine how the superseded data were derived.
 AU0499
 AU0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5987818645(NAD 83)
 AU0499_MARKER: DS = TRIANGULATION STATION DISK
 AU0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0499_STAMPING: ALMEDIA 1929
 AU0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0499+STABILITY: SURFACE MOTION
 AU0499
 AU0499  HISTORY     - Date     Condition        Report By
 AU0499  HISTORY     - 1929     MONUMENTED       CGS
 AU0499  HISTORY     - 1935     GOOD             LAGS
 AU0499  HISTORY     - 1936     GOOD             LAGS
 AU0499  HISTORY     - 1951     GOOD             CGS
 AU0499  HISTORY     - 1953     GOOD             CGS
 AU0499  HISTORY     - 1954     GOOD             CGS
 AU0499  HISTORY     - 1955     GOOD             CGS
 AU0499  HISTORY     - 1959     GOOD             CGS
 AU0499  HISTORY     - 1963     GOOD             CGS
 AU0499  HISTORY     - 1963     GOOD             CGS
 AU0499  HISTORY     - 1970     GOOD             NGS
 AU0499  HISTORY     - 1972     GOOD             NGS
 AU0499
 AU0499                          STATION DESCRIPTION
 AU0499
 AU0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 AU0499'STATION IS ABOUT 3 MILES WNW OF KENNER, ON AND OWNED BY J.W.
 AU0499'SHELDON OF NEW ORLEANS.
 AU0499'
 AU0499'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU0499'SET IN CONCRETE.
 AU0499'
 AU0499'REFERENCE MARK NO. 1 IS ON E SIDE OF ALMEDIA ROAD, 26.44 METERS
 AU0499'(86.7 FEET) FROM STATION N 29 DEG 41 MIN E.
 AU0499'
 AU0499'REFERENCE MARK NO. 2 IS ON E SIDE OF ALMEDIA ROAD, 49.72 METERS
 AU0499'(163.1 FEET) FROM STATION S 37 DEG 51 MIN E.
 AU0499'
 AU0499'TO REACH FROM SHELL SERVICE STATION AT KENNER, GO 3.8 MILES W
 AU0499'ON U.S. HIGHWAY 61 TO ALMEDIA ROAD WITH SIGN ALMEDIA ON E GATE POST
 AU0499'AND THREE TIMES-PICAYUNE PAPER BOXES ON THE W POST.  TURN N ON
 AU0499'THIS ROAD AND GO 0.7 MILE TO STATION, ABOUT 50 FEET W OF ROAD
 AU0499'AND 40 YARDS N OF DWELLING HOUSE OF A. CROFT WHICH IS ON N SIDE
 AU0499'OF LOUISIANA AND ARKANSAS RAILWAY.
 AU0499
 AU0499                          STATION RECOVERY (1935)
 AU0499
 AU0499'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 AU0499'STATION IS 3.9 MILES W OF KENNER, LOUISIANA ON LAND OWNED BY
 AU0499'J.W. SHELDON, ABOUT 350 FEET S OF THE AIRLINE HIGHWAY AND 50 FEET
 AU0499'W OF THE ALMEDIA ROAD IN THE FRONT YARD OF A. CROFT.
 AU0499'
 AU0499'STATION AND REFERENCE MARKS FOUND TO BE IN GOOD CONDITION AND
 AU0499'ARE AS DESCRIBED.
 AU0499'
 AU0499'STATION CAN BEST BE REACHED FROM KENNER, LOUISIANA, BY GOING
 AU0499'W ON THE AIRLINE HIGHWAY 3.9 MILES FROM LOUISIANA AND ARKANSAS
 AU0499'RAILROAD DEPOT TO THE ALMEDIA ROAD, SAID ALMEDIA ROAD INTERSECTS
 AU0499'THE AIRLINE HIGHWAY AT THE FIRST CURVE W OF THE ILLINOIS CENTRAL
 AU0499'RAILROAD CONCRETE OVERHEAD HIGHWAY BRIDGE.  TURN S ON THE ALMEDIA
 AU0499'ROAD AND GO ABOUT 350 FEET TO THE STATION.  STATION IS ABOUT
 AU0499'150 FEET S OF MR. CROFTS HOUSE AND JUST BEHIND GARAGE ON FACING
 AU0499'ALMEDIA ROAD.
 AU0499
 AU0499                          STATION RECOVERY (1936)
 AU0499
 AU0499'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AU0499'RECOVERED AS DESCRIBED.
 AU0499
 AU0499                          STATION RECOVERY (1951)
 AU0499
 AU0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 AU0499'STATION MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  R.M. S 1 AND
 AU0499'2 WERE FOUND PULLED OUT OF GROUND AND IN DITCH.
 AU0499'
 AU0499'STATION IS REACHED FROM THE SCHOOL AT ST. ROSE, ST. CHARLES PARISH,
 AU0499'BY GOING ABOUT 1.7 MILES NE ALONG STATE HIGHWAY 1, THENCE ABOUT
 AU0499'0.8 MILE N ALONG A BLACK-TOP ROAD.  IT IS ABOUT 128 YARDS S
 AU0499'OF THE CENTER LINE OF THE S LANE OF THE AIRLINE HIGHWAY (U.S.
 AU0499'HIGHWAY 51, 61, AND 65), ABOUT 101 YARDS N OF THE CROSSING OF
 AU0499'THE LOUISIANA AND ARKANSAS RAILROAD, IN A SMALL MULE LOT, 45
 AU0499'FEET W OF THE CENTER LINE OF THE BLACK-TOP ROAD, 74 FEET W AND
 AU0499'ACROSS ROAD FROM A POWER POLE WITH A STREET LIGHT, 16.8 FEET W
 AU0499'OF A FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.  IT IS A
 AU0499'STANDARD DISK SET IN CONCRETE PROJECTING 6 INCHES AND IS
 AU0499'STAMPED ALMEDIA 1929.
 AU0499
 AU0499                          STATION RECOVERY (1953)
 AU0499
 AU0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU0499'STATION WAS RECOVERED IN GOOD CONDITION.  THE PROPERTY OWNER
 AU0499'STATES THAT BOTH REFERENCE MARKS WERE DESTROYED DUE TO WIDENING
 AU0499'OF THE ROAD.  THE 1935 DESCRIPTION OF THE LA. GEOD. S. IS
 AU0499'ADEQUATE IN REACHING THE STATION.
 AU0499
 AU0499                          STATION RECOVERY (1954)
 AU0499
 AU0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 AU0499'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 AU0499'EXCEPTION--
 AU0499'
 AU0499'MR. CROFTS GARAGE HAS BEEN REMOVED FROM THE SITE.  THE STATION MARK
 AU0499'WAS IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE DESTROYED
 AU0499'WHEN THE DITCH ON THE E SIDE OF ALMEDIA ROAD WAS WIDENED.
 AU0499
 AU0499                          STATION RECOVERY (1955)
 AU0499
 AU0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU0499'THE STATION WAS VISITED, AND THE STATION MARK WAS FOUND IN GOOD
 AU0499'CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED DUE TO
 AU0499'THE WIDENING OF THE ROAD.  THE DISK FOR REFERENCE MARK 1 WAS
 AU0499'RECLAIMED, THE DISK FOR REFERENCE MARK 2 WAS NOT FOUND.
 AU0499'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION.  REFERENCE MARKS
 AU0499'3 AND 4 WERE ESTABLISHED, AND THE ANGLE OBSERVED BETWEEN THE
 AU0499'TWO MARKS.  THE LAND IS NOW OWNED BY MR. A. CROFT.  A NEW
 AU0499'DESCRIPTION FOLLOWS--
 AU0499'
 AU0499'THE STATION IS LOCATED ABOUT 3.5 MI. W OF KENNER, ON A VACANT
 AU0499'LOT OWNED BY MR. A. CROFT, AND BETWEEN U.S. HIGHWAY 61 AND THE
 AU0499'LOUISIANA AND ARKANSAS RAILWAY TRACKS.  IT IS 135 PACES S OF THE
 AU0499'INTERSECTION OF ALMEDIA ROAD AND U.S. HIGHWAY 61, 106 PACES
 AU0499'NORTH OF THE RAILWAY TRACKS, 47 FT. W OF THE CENTERLINE OF
 AU0499'ALMEDIA ROAD, 61 FT. SW OF THE CENTER OF THE DRIVEWAY TO THE
 AU0499'VACANT LOT, 28 FT. NW OF A FENCE CORNER, 36.5 FT. N OF THE
 AU0499'NE CORNER, AND 74 FT. W OF A POWER POLE E OF THE ROAD
 AU0499'SUPPORTING A STREET LIGHT.  IT IS A STANDARD DISK, STAMPED
 AU0499'ALMEDIA 1929 AND PROJECTING 4 IN.
 AU0499'
 AU0499'REFERENCE MARK 3 IS 38.15 FT. N-NE OF THE STATION, 35 FT. W
 AU0499'OF ALMEDIA ROAD, 20 FT. SW OF THE CENTER OF THE DRIVEWAY TO THE
 AU0499'VACANT LOT, AND 6 FT. W OF A FENCE LINE.  IT IS A STANDARD DISK,
 AU0499'STAMPED ALMEDIA NO 3 1929 AND PROJECTING 6 IN.
 AU0499'
 AU0499'REFERENCE MARK 4 IS 40.05 FT. W-SW OF THE STATION, AND 35 FT.
 AU0499'N-NW OF THE NW CORNER OF A SMALL WHITE HOUSE.  IT IS A STANDARD
 AU0499'DISK, STAMPED ALMEDIA NO 4 1929 AND PROJECTING 6 IN.
 AU0499'
 AU0499'TO REACH THE STATION FROM THE POST OFFICE IN KENNER WHICH IS
 AU0499'AT THE EXTREME S END OF WILLIAMS BOULEVARD AT THE INTERSECTION
 AU0499'WITH THIRD STREET, GO W ON THIRD STREET (RIVER ROAD) FOR 3.7 MI.
 AU0499'TO A SIDE ROAD RIGHT.  TURN RIGHT (N) AND GO 0.55 MI. TO A
 AU0499'RAILROAD CROSSING, CONTINUE FOR 0.15 MI. TO THE SECOND RAILROAD
 AU0499'CROSSING, CONTINUE FOR 100 YD. TO THE STATION ON THE LEFT.
 AU0499
 AU0499                          STATION RECOVERY (1959)
 AU0499
 AU0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 AU0499'THE STATION WAS RECOVERED AS DESCRIBED.  R.M. 3 AND R.M. 4 WERE
 AU0499'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A HOUSE HAS BEEN
 AU0499'BUILT BETWEEN THE STATION AND R.M. 4, OBSTRUCTING THE LINE
 AU0499'OF SIGHT BETWEEN THESE TWO MARKS.
 AU0499
 AU0499                          STATION RECOVERY (1963)
 AU0499
 AU0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RG)
 AU0499'R.M. 4 IS ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 48 FROM
 AU0499'THE ST. ROSE SCHOOL AT ST. ROSE, THENCE 0.8 MILES NORTH ALONG A
 AU0499'BLACK TOP ROAD, ABOUT 130 YARDS SOUTH OF THE CENTER LINE OF
 AU0499'THE SOUTH-BOUND LANE OF THE HIGHWAY, 88 FEET WEST OF THE CENTER
 AU0499'LINE OF THE ROAD, 43 FEET WEST OF THE STATION, 5 FEET WEST OF
 AU0499'THE SOUTHWEST CORNER OF A WHITE HOUSE, ABOUT 2 FEET BELOW THE
 AU0499'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AU0499'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND AND STAMPED
 AU0499'ALAMEDIA NO 4 1929.
 AU0499
 AU0499                          STATION RECOVERY (1963)
 AU0499
 AU0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 AU0499'2.5 MI NE FROM ST ROSE.
 AU0499'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 48 FROM THE ST. ROSE
 AU0499'SCHOOL AT ST. ROSE, THENCE 0.8 MILE NORTH ALONG A BLACK TOP ROAD,
 AU0499'ABOUT 128 YARDS SOUTH OF THE CENTER LINE OF THE SOUTH-BOUND LANE OF
 AU0499'THE AIRLINE HIGHWAY, ABOUT 101 YARDS NORTH OF THE CROSSING OF THE
 AU0499'LOUISIANA AND ARKANSAS RAILROAD, 45 FEET WEST OF THE CENTER LINE OF
 AU0499'THE ROAD, 6 1/2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 20
 AU0499'FEET SOUTHWEST OF A GAS METER, 38 FEET SOUTH OF RM NO. 3, ABOUT LEVEL
 AU0499'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 AU0499'ABOVE THE LEVEL OF THE GROUND.
 AU0499
 AU0499                          STATION RECOVERY (1970)
 AU0499
 AU0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 AU0499'STATION MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED
 AU0499'IN GOOD CONDITION.
 AU0499'
 AU0499'RECOVERY NOTE BY R.A.E. IN 1955 IS ADEQUATE FOR RECOVERY WITH THE
 AU0499'FOLLOWING ADDITION--A SMALL WHITE HOUSE NOW EXISTS ON THE LOT.
 AU0499'THE STATION MARK IS UNDER THE SE CORNER OF THE FRONT PORCH.
 AU0499'REFERENCE MARK NO. 3 IS 30.6 FT. N OF THE NE CORNER OF THE
 AU0499'FRONT PORCH.  AND REFERENCE MARK NO. 4 IS 5 FT. W OF THE SW
 AU0499'CORNER OF THE HOUSE.
 AU0499
 AU0499                          STATION RECOVERY (1972)
 AU0499
 AU0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU0499'STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND FOUND IN
 AU0499'GOOD CONDITION.  THE STATION MARK IS NOW UNDER THE FRONT PORCH
 AU0499'OF HOUSE AND COULD NOT BE OCCUPIED AT THIS TIME.  REFERENCE MARK 5
 AU0499'WAS ESTABLISHED AND OCCUPIED.  AN ELECTRONIC DISTANCE WAS MADE
 AU0499'TO ALMEDIA RM 5 THE DISTANCE BEING (153.67) FEET OR 46.840
 AU0499'METERS.  REFERENCE MARK 4 WAS OBSERVED FROM ALMEDIA R.M. 5.
 AU0499'REFERENCE MARK 3 COULD NOT BE OBSERVED AT THIS TIME DUE TO
 AU0499'BEING OBSTRUCTED.  REFERENCE MARK 6 WAS ESTABLISHED AT THIS TIME
 AU0499'AS AN AZIMUTH MARK.
 AU0499'
 AU0499'FOR MORE DETAIL SEE DESCRIPTION FOR ALMEDIA R.M. 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2867 ***********************************************************************
 AU2867  DESIGNATION -  ALMEDIA RM 5
 AU2867  PID         -  AU2867
 AU2867  STATE/COUNTY-  LA/ST CHARLES
 AU2867  USGS QUAD   -  LULING (1992)
 AU2867
 AU2867                         *CURRENT SURVEY CONTROL
 AU2867  ___________________________________________________________________
 AU2867* NAD 83(1992)-  29 58 15.80516(N)    090 18 26.07476(W)     ADJUSTED  
 AU2867* NAVD 88     -         0.63   (+/-2cm)       2.1  **(feet)  VERTCON   
 AU2867  **This station is located in a subsidence area (see below).
 AU2867  ___________________________________________________________________
 AU2867  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2867  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU2867
 AU2867  HORZ ORDER  -  FIRST
 AU2867  VERT ORDER  -  THIRD ? (See Below)
 AU2867
 AU2867.The horizontal coordinates were established by classical geodetic methods
 AU2867.and adjusted by the National Geodetic Survey in January 1993..
 AU2867
 AU2867 ** The orthometric height has not been validated since last determined
 AU2867 ** by differential leveling and should not be used for control purposes.
 AU2867 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2867 ** area with valid NAVD 88 orthometric heights.
 AU2867 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2867 ** epoch indicated which incorporates improved geoid heights for the
 AU2867 ** Southern Louisiana Subsidence area.
 AU2867 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2867.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2867.The vertical order pertains to the NGVD 29 superseded value.
 AU2867
 AU2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2867
 AU2867.The geoid height was determined by GEOID03.
 AU2867
 AU2867;                    North         East     Units Scale Factor Converg.
 AU2867;SPC LA S     -   163,501.614 1,099,023.693   MT  0.99992588   +0 30 47.0
 AU2867;SPC LA S     -   536,421.55  3,605,713.57   sFT  0.99992588   +0 30 47.0
 AU2867;UTM  15      - 3,318,629.871   759,833.770   MT  1.00043305   +1 20 45.4
 AU2867
 AU2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2867!SPC LA S     -   1.00000400  x   0.99992588  =   0.99992988
 AU2867!UTM  15      -   1.00000400  x   1.00043305  =   1.00043706
 AU2867
 AU2867:                Primary Azimuth Mark                     Grid Az
 AU2867:SPC LA S     -  LEVEE 3                                  040 08 18.8
 AU2867:UTM  15      -  LEVEE 3                                  039 18 20.4
 AU2867
 AU2867|---------------------------------------------------------------------|
 AU2867| PID    Reference Object                     Distance      Geod. Az  |
 AU2867|                                                           dddmmss.s |
 AU2867| BJ2828 LEVEE 3                             APPROX.10.1 KM 0403905.8 |
 AU2867| AU0499 ALMEDIA                              46.814 METERS 07251     |
 AU2867| DD7109 ALMEDIA RM 4                         33.619 METERS 07412     |
 AU2867| DD7110 ALMEDIA RM 6                                       3274502.2 |
 AU2867|---------------------------------------------------------------------|
 AU2867
 AU2867                          SUPERSEDED SURVEY CONTROL
 AU2867
 AU2867  NAD 83(1986)-  29 58 15.82161(N)    090 18 26.07426(W) AD(       ) 1
 AU2867  NAD 27      -  29 58 15.08700(N)    090 18 25.79128(W) AD(       ) 1
 AU2867  NGVD 29 (07/19/86)    0.71   (m)            2.3    (f) LEVELING    3  
 AU2867
 AU2867.Superseded values are not recommended for survey control.
 AU2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2867.See file dsdata.txt to determine how the superseded data were derived.
 AU2867
 AU2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5983418630(NAD 83)
 AU2867_MARKER: DR = REFERENCE MARK DISK
 AU2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2867
 AU2867  HISTORY     - Date     Condition        Report By
 AU2867  HISTORY     - 1972     MONUMENTED       NGS
 AU2867  HISTORY     - 1974     GOOD             NGS
 AU2867
 AU2867                          STATION DESCRIPTION
 AU2867
 AU2867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2867'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF THE SOUTH BANK OF LAKE
 AU2867'PONTCHARTRAIN, 5-1/2 MILES NORTHWEST OF HARAHAN, 5 MILES EAST OF NEW
 AU2867'SARPY, 4-1/2 MILES NORTHEAST OF DESTREHAN, 3-1/2 MILES WEST OF
 AU2867'KENNER, 1 MILE NORTH OF THE NORTH BANK OF THE MISSISSIPPI RIVER AND
 AU2867'ON LAND THAT IS BETWEEN THE U.S. HIGHWAY 61 (AIRLINE HIGHWAY) AND
 AU2867'THE ILLINOIS CENTRAL RAILROAD.  IT IS ON PROPERTY THAT IS OWNED BY
 AU2867'MRS. R.J. BROWN, ROUTE 1 BOX 1113, KENNER, LOUISIANA.  PHONE NUMBER
 AU2867'729-8731.
 AU2867'
 AU2867'TO REACH THE STATION FROM THE POST OFFICE IN KENNER, GO SOUTH ON
 AU2867'WILLIAMS BOULEVARD FOR 1.0 MILE TO JUNCTION OF U.S. HIGHWAY 61 (AIR-
 AU2867'LINE HIGHWAY).  TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 61 FOR
 AU2867'3.8 MILES TO THE JUNCTION OF STATE HIGHWAY 50 ON THE LEFT.
 AU2867'(CONTINUE WEST ON U.S. HIGHWAY 61 FOR 0.1 MILE TO REFERENCE MARK 6
 AU2867'(AZIMUTH MARK) ON THE RIGHT AS DESCRIBED.) TURN LEFT AND GO SOUTH
 AU2867'ON STATE HIGHWAY 50 FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT,
 AU2867'TURN RIGHT AND GO WESTERLY FOR 0.05 MILE TO THE STATION ON THE LEFT
 AU2867'AS DESCRIBED.
 AU2867'
 AU2867'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED ALMEDIA
 AU2867'NO 5 1929 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AU2867'CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND
 AU2867'SUR- FACE.  IT IS 79.5 FEET EAST OF A UTILITY POLE, 74 FEET NORTH
 AU2867'OF A 22 INCH ELM TREE, 34.5 FEET NORTHWEST OF A 10 INCH PECAN TREE
 AU2867'AND 25 FEET SOUTH-SOUTHEAST OF THE SOUTH SIDE OF A SMALL DRAINAGE
 AU2867'DITCH.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 AU2867'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AU2867'
 AU2867'ALMEDIA 1929, A STANDARD DISK STAMPED ALMEDIA 1929 THAT PROJECTS 4
 AU2867'INCHES ABOVE THE GROUND SURFACE.  THIS MARK IS UNDER
 AU2867'PORCH OF HOUSE AS DESCRIBED IN THE RECOVERY NOTE OF ALMEDIA 1929
 AU2867'STATION.  AN ELECTRONIC DISTANCE WAS MADE TO ALMEDIA RM 5 THE
 AU2867'DISTANCE IS SHOWN ABOVE.
 AU2867'
 AU2867'REFERENCE MARK 4, A STANDARD DISK STAMPED ALMEDIA NO 4 1929, IS SET
 AU2867'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2867'WITH THE GROUND SURFACE.  IT IS 68 FEET SOUTH-SOUTHEAST OF THE
 AU2867'APPROXIMATE CENTER OF SHELL DRIVE WAY, 35 FEET NORTHWEST OF THE
 AU2867'NORTHWEST CORNER OF HOUSE AND 5.2 FEET WEST-SOUTHWEST OF THE
 AU2867'SOUTHWEST CORNER OF HOUSE.
 AU2867'
 AU2867'REFERENCE MARK 6 (AZIMUTH MARK), A STANDARD DISK STAMPED ALMEDIA NO 6
 AU2867'1929 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU2867'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 35.5 FEET
 AU2867'NORTH OF THE CENTER LINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 61
 AU2867'AND 1.5 FEET NORTHEAST OF METAL WITNESS POST WITH SIGN ATTACHED.
 AU2867'
 AU2867'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 AU2867
 AU2867                          STATION RECOVERY (1974)
 AU2867
 AU2867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 AU2867'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 AU2867'DESCRIBED AND IN GOOD CONDITION.
 AU2867'
 AU2867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES WEST OF
 AU2867'KENNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1360 ***********************************************************************
 BX1360  DESIGNATION -  ALOHA
 BX1360  PID         -  BX1360
 BX1360  STATE/COUNTY-  LA/GRANT
 BX1360  USGS QUAD   -  ALOHA (1992)
 BX1360
 BX1360                         *CURRENT SURVEY CONTROL
 BX1360  ___________________________________________________________________
 BX1360* NAD 83(1992)-  31 36 10.54754(N)    092 46 57.04553(W)     ADJUSTED  
 BX1360* NAVD 88     -        41.52   (+/-2cm)     136.2    (feet)  VERTCON   
 BX1360  ___________________________________________________________________
 BX1360  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BX1360  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1360
 BX1360  HORZ ORDER  -  FIRST
 BX1360  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1360
 BX1360.The horizontal coordinates were established by classical geodetic methods
 BX1360.and adjusted by the National Geodetic Survey in January 1993..
 BX1360
 BX1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1360.The vertical order pertains to the NGVD 29 superseded value.
 BX1360
 BX1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1360
 BX1360.The geoid height was determined by GEOID03.
 BX1360
 BX1360;                    North         East     Units Scale Factor Converg.
 BX1360;SPC LA N     -   122,322.481   973,192.003   MT  0.99992974   -0 08 57.7
 BX1360;SPC LA N     -   401,319.67  3,192,880.76   sFT  0.99992974   -0 08 57.7
 BX1360;UTM  15      - 3,496,445.360   520,630.902   MT  0.99960525   +0 06 50.3
 BX1360
 BX1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1360!SPC LA N     -   0.99999756  x   0.99992974  =   0.99992730
 BX1360!UTM  15      -   0.99999756  x   0.99960525  =   0.99960281
 BX1360
 BX1360|---------------------------------------------------------------------|
 BX1360| PID    Reference Object                     Distance      Geod. Az  |
 BX1360|                                                           dddmmss.s |
 BX1360| BX1361 ALOHA RM 1                           46.671 METERS 05810     |
 BX1360| BX2759 IATT                                APPROX. 7.3 KM 1193005.9 |
 BX1360| BX1359 ALOHA RM 2                           51.691 METERS 15038     |
 BX1360| BX1358 S 122                                              2011236.7 |
 BX1360| BX2773 MONTGOMERY MUN TANK                 APPROX.12.4 KM 3043453.3 |
 BX1360| BX2760 MONTGOMERY ATT MW KGP 69            APPROX.14.2 KM 3233022.3 |
 BX1360|---------------------------------------------------------------------|
 BX1360
 BX1360                          SUPERSEDED SURVEY CONTROL
 BX1360
 BX1360  NAD 83(1986)-  31 36 10.56842(N)    092 46 57.03921(W) AD(       ) 1
 BX1360  NAD 27      -  31 36 09.95503(N)    092 46 56.48275(W) AD(       ) 1
 BX1360  NGVD 29 (??/??/??)   41.536  (m)          136.27   (f) ADJUSTED    1 1
 BX1360
 BX1360.Superseded values are not recommended for survey control.
 BX1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1360.See file dsdata.txt to determine how the superseded data were derived.
 BX1360
 BX1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2063196445(NAD 83)
 BX1360_MARKER: DS = TRIANGULATION STATION DISK
 BX1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1360_STAMPING: ALOHA 1969
 BX1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1360+STABILITY: SURFACE MOTION
 BX1360
 BX1360  HISTORY     - Date     Condition        Report By
 BX1360  HISTORY     - 1969     MONUMENTED       CGS
 BX1360  HISTORY     - 1969     GOOD             CGS
 BX1360  HISTORY     - 1969     GOOD             CGS
 BX1360  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1360
 BX1360                          STATION DESCRIPTION
 BX1360
 BX1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1360'THE STATION IS LOCATED 7-3/4 MILES SOUTHEAST OF MONTGOMERY,
 BX1360'6-1/2 MILES NORTHWEST OF COLFAX ON PROPERTY OWNED BY MRS. VERGA
 BX1360'DU BUDOYS.
 BX1360'
 BX1360'TO REACH THE STATION FROM THE POST OFFICE IN COLFAX, GO NORTHEAST
 BX1360'ON STATE HIGHWAY 8 FOR 0.05 MILE TO JUNCTION WITH STATE HIGHWAY 158
 BX1360'AND STATE HIGHWAY 8.  TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY
 BX1360'158 FOR 0.25 MILE TO CLOFAX RAIL ROAD DEPOT.  CONTINUE AHEAD ON
 BX1360'STATE HIGHWAY 158 FOR 1 MILE TO A RAIL ROAD CROSSING.  CONTINUE
 BX1360'AHEAD FOR 1.45 MILE TO JUNCTION WITH U.S. HIGHWAY 71 AND STATE
 BX1360'HIGHWAY 158.  TURN LEFT AND GO NORTHWESTERLY ON U.S. HIGHWAY 71
 BX1360'FOR 1.8 MILE TO A SIDE ROAD RIGHT (STATE HIGHWAY 471).  CONTINUE
 BX1360'ON U.S. HIGHWAY 71 FOR 4.25 MILES TO THE AZIMUTH MARK ON THE
 BX1360'RIGHT.  CONTINUE ON U.S. HIGHWAY 71 FOR 0.05 MILE TO A
 BX1360'SIDE ROAD RIGHT (STATE HIGHWAY 1240).  TURN RIGHT AND GO
 BX1360'NORTHEAST ON STATE HIGHWAY 1240 FOR 0.2 MILE TO A GRAVELED
 BX1360'DRIVEWAY AND CATTLE GUARD ON THE LEFT.  TURN LEFT AND GO
 BX1360'NORTHERLY ON GRAVELED DRIVEWAY CROSSING CATTLE GUARD FOR
 BX1360'0.05 MILE TO THE STATION ON THE RIGHT.
 BX1360'
 BX1360'THE STATION IS A STANDARD DISK, STAMPED ALOHA 1969, SET IN THE
 BX1360'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BX1360'GROUND.  IT IS 20.5 FEET NORTHWEST OF A METAL WITNESS POST SET
 BX1360'IN A FENCE LINE AND 44 FEET NORTHEAST OF THE CENTER LINE OF A
 BX1360'GRAVELED DRIVEWAY.
 BX1360'
 BX1360'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALOHA NO 1 1969,
 BX1360'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 BX1360'WITH THE GROUND.  IT IS 1 FOOT NORTHWEST OF A FENCE LINE AND 29
 BX1360'FEET SOUTH SOUTHWEST OF AN 8 INCH CEDAR TREE.
 BX1360'
 BX1360'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALOHA NO 2 1969, SET
 BX1360'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 BX1360'INCHES.  IT IS 38 FEET NORTH NORTHWEST OF THE CENTER LINE OF
 BX1360'STATE HIGHWAY 1240 AND 27 FEET NORTHEAST OF THE CENTER LINE OF A
 BX1360'GRAVELED DRIVEWAY.
 BX1360'
 BX1360'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED S 122
 BX1360'1949, SET IN THE TOP OF A CONCRETE CULVERT HEAD WALL FLUSH WITH
 BX1360'THE TOP.  IT IS 2.7 FEET EAST SOUTHEAST OF THE NORTH WEST END OF
 BX1360'CULVERT HEAD WALL, 24 FEET SOUTHWEST OF A FENCE LINE, 23 FEET
 BX1360'SOUTH SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 BX1360'33 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 71.
 BX1360'
 BX1360'HEIGHT OF LIGHT ABOVE STATION MARK 30.33 METERS.
 BX1360
 BX1360                          STATION RECOVERY (1969)
 BX1360
 BX1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 BX1360'THE STATION MARK, STAMPED ALOHA 1969, IS ABOUT 0.4 MILE NORTHEAST
 BX1360'ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE AT COLFAX, THENCE
 BX1360'2.5 MILES NORTH ALONG STATE HIGHWAY 158, THENCE 5.7 MILES
 BX1360'NORTHWEST ALONG U.S. HIGHWAY 71, THENCE 0.2 MILE NORTHEAST ALONG
 BX1360'STATE HIGHWAY 1240, IN SECTION 9, T 7 N, R 4 W, ON THE CREST OF
 BX1360'A HILL, ABOUT 0.1 MILE SOUTH OF A LARGE BRICK HOUSE, 68 FEET
 BX1360'SOUTHEAST OF THE CENTER OF THE JUNCTION OF TWO GRAVELED ROADS,
 BX1360'205 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 1240,
 BX1360'44 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 20.6
 BX1360'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BX1360'GRAVELED ROADS, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 BX1360'LEVEL WITH THE SURFACE OF THE GROUND.
 BX1360'
 BX1360'RM 1, STAMPED ALOHA NO 1 1969, IS 153.2 FEET NORTHEAST OF THE
 BX1360'STATION MARK, AT THE NORTHWEST EDGE OF A CULTIVATED FIELD, IN A
 BX1360'NORTHEAST-SOUTHWEST FENCE LINE, ABOUT 4 FEET BELOW THE LEVEL OF
 BX1360'THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX1360'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1360'
 BX1360'RM 2, STAMPED, ALOHA NO 2 1969, IS 169.6 FEET SOUTHEAST OF THE
 BX1360'STATION MARK, 37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX1360'28 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, ABOUT 5
 BX1360'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX1360'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 BX1360'GROUND.
 BX1360'
 BX1360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1360'8.8 MILES NORTHWEST.
 BX1360
 BX1360                          STATION RECOVERY (1969)
 BX1360
 BX1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1360'8.8 MI NW FROM COLFAX.
 BX1360'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1360'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1360'THENCE 5.7 MILES NORTHWEST ALONG U. S. HIGHWAY 71, THENCE 0.2 MILE
 BX1360'NORTHEAST ALONG STATE HIGHWAY 1240, IN SECTION 9, T 7 N, R 4 W, ON THE
 BX1360'CREST OF A HILL, ABOUT 0.1 MILE SOUTH OF A LARGE BRICK HOUSE, 68 FEET
 BX1360'SOUTHEAST OF THE CENTER OF THE JUNCTION OF TWO GRAVELED ROADS, 205
 BX1360'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 1240, 44 FEET
 BX1360'NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 153.2 FEET SOUTHWEST
 BX1360'OF ALOHA RM 1, 169.6 FEET NORTHWEST OF ALOHA RM 2, 20.6 FEET NORTHWEST
 BX1360'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GRAVELED ROADS, AND SET
 BX1360'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE
 BX1360'GROUND.
 BX1360
 BX1360                          STATION RECOVERY (2001)
 BX1360
 BX1360'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1361 ***********************************************************************
 BX1361  DESIGNATION -  ALOHA RM 1
 BX1361  PID         -  BX1361
 BX1361  STATE/COUNTY-  LA/GRANT
 BX1361  USGS QUAD   -  ALOHA (1992)
 BX1361
 BX1361                         *CURRENT SURVEY CONTROL
 BX1361  ___________________________________________________________________
 BX1361* NAD 83(1986)-  31 36 10.     (N)    092 46 55.     (W)     SCALED    
 BX1361* NAVD 88     -        39.81   (+/-2cm)     130.6    (feet)  VERTCON   
 BX1361  ___________________________________________________________________
 BX1361  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1361
 BX1361  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1361
 BX1361.The horizontal coordinates were scaled from a topographic map and have
 BX1361.an estimated accuracy of +/- 6 seconds.
 BX1361
 BX1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1361.The vertical order pertains to the NGVD 29 superseded value.
 BX1361
 BX1361.The geoid height was determined by GEOID03.
 BX1361
 BX1361;                    North         East    Units  Estimated Accuracy
 BX1361;SPC LA N     -   122,310.      973,250.      MT  (+/- 180 meters Scaled)
 BX1361
 BX1361                          SUPERSEDED SURVEY CONTROL
 BX1361
 BX1361  NGVD 29 (??/??/??)   39.821  (m)          130.65   (f) ADJUSTED    1 1
 BX1361
 BX1361.Superseded values are not recommended for survey control.
 BX1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1361.See file dsdata.txt to determine how the superseded data were derived.
 BX1361
 BX1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ206964(NAD 83)
 BX1361_MARKER: DR = REFERENCE MARK DISK
 BX1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1361_STAMPING: ALOHA NO 1 1969
 BX1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1361+STABILITY: SURFACE MOTION
 BX1361
 BX1361  HISTORY     - Date     Condition        Report By
 BX1361  HISTORY     - 1969     MONUMENTED       CGS
 BX1361  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1361
 BX1361                          STATION DESCRIPTION
 BX1361
 BX1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1361'8.8 MI NW FROM COLFAX.
 BX1361'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1361'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1361'THENCE 5.7 MILES NORTHWEST ALONG U. S. HIGHWAY 71, THENCE 0.2 MILE
 BX1361'NORTHEAST ALONG STATE HIGHWAY 1240, IN SECTION 9, T 7 N, R 4 W, AT THE
 BX1361'NORTHWEST EDGE OF A CULTIVATED FIELD, IN A NORTHEAST-SOUTHWEST FENCE
 BX1361'LINE, 153.2 FEET NORTHEAST OF TRIANGULATION STATION ALOHA 1969, ABOUT
 BX1361'4 FEET BELOW THE LEVEL OF THE STATION MARK, AND SET IN THE TOP OF A
 BX1361'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 BX1361'GROUND.
 BX1361
 BX1361                          STATION RECOVERY (2001)
 BX1361
 BX1361'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1359 ***********************************************************************
 BX1359  DESIGNATION -  ALOHA RM 2
 BX1359  PID         -  BX1359
 BX1359  STATE/COUNTY-  LA/GRANT
 BX1359  USGS QUAD   -  ALOHA (1992)
 BX1359
 BX1359                         *CURRENT SURVEY CONTROL
 BX1359  ___________________________________________________________________
 BX1359* NAD 83(1986)-  31 36 07.     (N)    092 46 58.     (W)     SCALED    
 BX1359* NAVD 88     -        39.43   (+/-2cm)     129.4    (feet)  VERTCON   
 BX1359  ___________________________________________________________________
 BX1359  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1359
 BX1359  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1359
 BX1359.The horizontal coordinates were scaled from a topographic map and have
 BX1359.an estimated accuracy of +/- 6 seconds.
 BX1359
 BX1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1359.The vertical order pertains to the NGVD 29 superseded value.
 BX1359
 BX1359.The geoid height was determined by GEOID03.
 BX1359
 BX1359;                    North         East    Units  Estimated Accuracy
 BX1359;SPC LA N     -   122,210.      973,170.      MT  (+/- 180 meters Scaled)
 BX1359
 BX1359                          SUPERSEDED SURVEY CONTROL
 BX1359
 BX1359  NGVD 29 (??/??/??)   39.445  (m)          129.41   (f) ADJUSTED    1 1
 BX1359
 BX1359.Superseded values are not recommended for survey control.
 BX1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1359.See file dsdata.txt to determine how the superseded data were derived.
 BX1359
 BX1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ206963(NAD 83)
 BX1359_MARKER: DR = REFERENCE MARK DISK
 BX1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1359_STAMPING: ALOHA NO 2 1969
 BX1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1359+STABILITY: SURFACE MOTION
 BX1359
 BX1359  HISTORY     - Date     Condition        Report By
 BX1359  HISTORY     - 1969     MONUMENTED       CGS
 BX1359  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1359
 BX1359                          STATION DESCRIPTION
 BX1359
 BX1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1359'8.8 MI NW FROM COLFAX.
 BX1359'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1359'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1359'THENCE 5.7 MILES NORTHWEST ALONG U. S. HIGHWAY 71, THENCE 0.2 MILE
 BX1359'NORTHEAST ALONG STATE HIGHWAY 1240, IN SECTION 9, T 7 N, R 4 W, 37
 BX1359'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHEAST OF
 BX1359'THE CENTER LINE OF A PRIVATE ROAD, 169.6 FEET SOUTHEAST OF
 BX1359'TRIANGULATION STATION ALOHA 1969, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 BX1359'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BX1359'ABOVE THE SURFACE OF THE GROUND.
 BX1359
 BX1359                          STATION RECOVERY (2001)
 BX1359
 BX1359'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1815 ***********************************************************************
 BX1815  DESIGNATION -  ALPHA
 BX1815  PID         -  BX1815
 BX1815  STATE/COUNTY-  LA/RED RIVER
 BX1815  USGS QUAD   -  HANNA (1992)
 BX1815
 BX1815                         *CURRENT SURVEY CONTROL
 BX1815  ___________________________________________________________________
 BX1815* NAD 83(1992)-  31 59 04.93436(N)    093 15 18.03206(W)     ADJUSTED  
 BX1815* NAVD 88     -        60.87   (+/-2cm)     199.7    (feet)  VERTCON   
 BX1815  ___________________________________________________________________
 BX1815  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BX1815  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1815
 BX1815  HORZ ORDER  -  FIRST
 BX1815  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1815
 BX1815.The horizontal coordinates were established by classical geodetic methods
 BX1815.and adjusted by the National Geodetic Survey in January 1993..
 BX1815
 BX1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1815.The vertical order pertains to the NGVD 29 superseded value.
 BX1815
 BX1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1815
 BX1815.The geoid height was determined by GEOID03.
 BX1815
 BX1815;                    North         East     Units Scale Factor Converg.
 BX1815;SPC LA N     -   164,864.984   928,651.607   MT  0.99991542   -0 23 57.0
 BX1815;SPC LA N     -   540,894.54  3,046,751.15   sFT  0.99991542   -0 23 57.0
 BX1815;UTM  15      - 3,538,768.646   475,909.013   MT  0.99960716   -0 08 06.3
 BX1815
 BX1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1815!SPC LA N     -   0.99999451  x   0.99991542  =   0.99990993
 BX1815!UTM  15      -   0.99999451  x   0.99960716  =   0.99960167
 BX1815
 BX1815:                Primary Azimuth Mark                     Grid Az
 BX1815:SPC LA N     -  MARTIN LOT                               007 44 39.0
 BX1815:UTM  15      -  MARTIN LOT                               007 28 48.3
 BX1815
 BX1815|---------------------------------------------------------------------|
 BX1815| PID    Reference Object                     Distance      Geod. Az  |
 BX1815|                                                           dddmmss.s |
 BX1815| CQ3098 MARTIN LOT                          APPROX.13.4 KM 0072042.0 |
 BX1815| CQ3097 MARTIN ATT MICROWAVE KLW 26         APPROX.10.6 KM 0175626.4 |
 BX1815| BX1816 ALPHA RM 1                           33.705 METERS 07850     |
 BX1815| CV7998 ALPHA AZ MK                                        1053153.5 |
 BX1815| CV7999 ALPHA AZ MK 2                                      1064712.2 |
 BX1815| BX1817 ALPHA RM 2                           45.827 METERS 12254     |
 BX1815| CQ3105 COUSHATTA MUNICIPAL TANK            APPROX. 9.1 KM 2924307.1 |
 BX1815|---------------------------------------------------------------------|
 BX1815
 BX1815                          SUPERSEDED SURVEY CONTROL
 BX1815
 BX1815  NAD 83(1986)-  31 59 04.94851(N)    093 15 18.02447(W) AD(       ) 1
 BX1815  NAD 27      -  31 59 04.36900(N)    093 15 17.41400(W) AD(       ) 1
 BX1815  NGVD 29 (??/??/??)   60.923  (m)          199.88   (f) ADJUSTED    1 1
 BX1815
 BX1815.Superseded values are not recommended for survey control.
 BX1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1815.See file dsdata.txt to determine how the superseded data were derived.
 BX1815
 BX1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7590938769(NAD 83)
 BX1815_MARKER: DS = TRIANGULATION STATION DISK
 BX1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1815_STAMPING: ALPHA 1941
 BX1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1815+STABILITY: SURFACE MOTION
 BX1815
 BX1815  HISTORY     - Date     Condition        Report By
 BX1815  HISTORY     - 1941     MONUMENTED       CGS
 BX1815  HISTORY     - 1969     GOOD             CGS
 BX1815  HISTORY     - 1969     GOOD             CGS
 BX1815  HISTORY     - 1969     GOOD             CGS
 BX1815  HISTORY     - 20010922 GOOD             USPSQD
 BX1815  HISTORY     - 20060610 GOOD             USPSQD
 BX1815
 BX1815                          STATION DESCRIPTION
 BX1815
 BX1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX1815'STATION IS ABOUT 3.8 MILES W OF THE VILLAGE OF ALPHA IN SECTION
 BX1815'36, T 12 N, R 9 W ON PROPERTY OWNED AND OCCUPIED BY J.S. JACKSON
 BX1815'THAT LIES ADJACENT AND S OF U.S. HIGHWAYS 84 AND 71.  IT IS
 BX1815'ABOUT 200 FEET E OF THE JACKSON HOUSE, 26 FEET S OF A GATE,
 BX1815'25 FEET N OF A BARN AND 10 FEET E OF A FENCE.  IT IS STAMPED
 BX1815'ALPHA 1941 AND PROJECTS ABOUT 6 INCHES.
 BX1815'
 BX1815'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX1815'BRONZE DISKS SET IN CONCRETE.
 BX1815'
 BX1815'REFERENCE MARK NO. 1 IS 15 FEET E OF A SMALL BARN, IS STAMPED
 BX1815'ALPHA NO. 1 1941 AND PROJECTS 8 INCHES.
 BX1815'
 BX1815'REFERENCE MARK NO. 2 IS 50 FEET W OF A FENCE CORNER, 2 FEET
 BX1815'N OF A FENCE, IS STAMPED ALPHA NO. 2 1941 AND PROJECTS 8
 BX1815'INCHES.
 BX1815'
 BX1815'THE AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, 138 FEET
 BX1815'S OF THE CENTER OF U.S. HIGHWAYS 84 AND 71 AND 15 FEET W OF
 BX1815'THE CENTER OF A DIRT ROAD.  IT IS STAMPED ALPHA 1941 AND PROJECTS
 BX1815'ABOUT 6 INCHES.
 BX1815'
 BX1815'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX1815
 BX1815                          STATION RECOVERY (1969)
 BX1815
 BX1815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX1815'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BX1815'FOUND IN GOOD CONDITION, HOWEVER A NEW AZIMUTH MARK WAS
 BX1815'ESTABLISHED ON THIS DATE.
 BX1815'
 BX1815'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY FOR 0.3
 BX1815'MILE TO THE MARK ON THE RIGHT.
 BX1815'
 BX1815'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALPHA 1941 NO 2
 BX1815'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 BX1815'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 80 FEET
 BX1815'SOUTH-SOUTHEAST OF A UTILITY POLE WITH TRANSFORMER, 36.5 SOUTH
 BX1815'OF THE CENTERLINE OF U.S. HIGHWAYS 71 AND 84, 1.5 FEET WEST OF
 BX1815'A METAL WITNESS POST AND 1 FOOT NORTH OF THE SOUTH RIGHT OF WAY
 BX1815'FENCE.
 BX1815
 BX1815                          STATION RECOVERY (1969)
 BX1815
 BX1815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 BX1815'THE STATION MARK, STAMPED ALPHA 1941, IS ABOUT 0.2 MILE SOUTHEAST
 BX1815'ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE STATION AT
 BX1815'COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84, THENCE 5.0
 BX1815'MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 BX1815'36, T 12 N, R 9 W, 0.25 MILE SOUTHEAST OF THE UNION HALL BAPTIST
 BX1815'CHURCH, 206 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 81
 BX1815'YARDS SOUTHEAST OF A BRICK HOUSE, 63-1/2 FEET SOUTHEAST OF A
 BX1815'40-INCH GUM TREE, 151.37 FEET NORTHWEST OF RM 2, 110.60 FEET
 BX1815'SOUTHWEST OF RM 1, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 BX1815'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE
 BX1815'SURFACE OF THE GROUND.
 BX1815'
 BX1815'RM 1, STAMPED ALPHA NO 1 1941, IS 110.60 FEET NORTHEAST OF THE
 BX1815'STATION MARK, 126 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX1815'61-1/2 FEET SOUTHWEST OF A 28-INCH OAK TREE, 105.2 FEET NORTHWEST
 BX1815'OF RM 2, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX1815'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 BX1815'SURFACE OF THE GROUND.
 BX1815'
 BX1815'RM 2, STAMPED ALPHA NO 2 1941, IS 151.37 FEET SOUTHEAST OF THE
 BX1815'STATION MARK, 204 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX1815'83-1/2 FEET NORTHEAST OF THE NORTH CORNER OF A BUILDING, 60-1/2
 BX1815'FEET NORTHWEST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BX1815'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 BX1815'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1815'
 BX1815'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.05 MILES
 BX1815'SOUTHEAST.
 BX1815
 BX1815                          STATION RECOVERY (1969)
 BX1815
 BX1815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1815'6.05 MI SE FROM COUSHATTA.
 BX1815'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1815'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 BX1815'THENCE 5.0 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 BX1815'36, T 12 N, R 9 W, 0.25 MILE SOUTHEAST OF THE UNION HALL BAPTIST
 BX1815'CHURCH, 206 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 81 YARDS
 BX1815'SOUTHEAST OF A BRICK HOUSE, 63 1/2 FEET SOUTHEAST OF A 40-INCH GUM
 BX1815'TREE, 162 FEET SOUTHWEST OF A FENCE, 151.37 FEET NORTHWEST OF ALPHA RM
 BX1815'2, 110.60 FEET SOUTHWEST OF ALPHA RM 1, ABOUT 8 FEET ABOVE THE LEVEL
 BX1815'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 BX1815'WITH THE SURFACE OF THE GROUND.
 BX1815
 BX1815                          STATION RECOVERY (2001)
 BX1815
 BX1815'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1815'RECOVERED IN GOOD CONDITION.
 BX1815
 BX1815                          STATION RECOVERY (2006)
 BX1815
 BX1815'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1816 ***********************************************************************
 BX1816  DESIGNATION -  ALPHA RM 1
 BX1816  PID         -  BX1816
 BX1816  STATE/COUNTY-  LA/RED RIVER
 BX1816  USGS QUAD   -  HANNA (1992)
 BX1816
 BX1816                         *CURRENT SURVEY CONTROL
 BX1816  ___________________________________________________________________
 BX1816* NAD 83(1986)-  31 59 06.     (N)    093 15 16.     (W)     SCALED    
 BX1816* NAVD 88     -        59.33   (+/-2cm)     194.7    (feet)  VERTCON   
 BX1816  ___________________________________________________________________
 BX1816  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1816
 BX1816  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1816
 BX1816.The horizontal coordinates were scaled from a topographic map and have
 BX1816.an estimated accuracy of +/- 6 seconds.
 BX1816
 BX1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1816.The vertical order pertains to the NGVD 29 superseded value.
 BX1816
 BX1816.The geoid height was determined by GEOID03.
 BX1816
 BX1816;                    North         East    Units  Estimated Accuracy
 BX1816;SPC LA N     -   164,900.      928,710.      MT  (+/- 180 meters Scaled)
 BX1816
 BX1816                          SUPERSEDED SURVEY CONTROL
 BX1816
 BX1816  NGVD 29 (??/??/??)   59.378  (m)          194.81   (f) ADJUSTED    1 1
 BX1816
 BX1816.Superseded values are not recommended for survey control.
 BX1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1816.See file dsdata.txt to determine how the superseded data were derived.
 BX1816
 BX1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR759388(NAD 83)
 BX1816_MARKER: DR = REFERENCE MARK DISK
 BX1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1816_STAMPING: ALPHA NO 1 1941
 BX1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1816+STABILITY: SURFACE MOTION
 BX1816
 BX1816  HISTORY     - Date     Condition        Report By
 BX1816  HISTORY     - 1941     MONUMENTED       CGS
 BX1816  HISTORY     - 1969     GOOD             CGS
 BX1816  HISTORY     - 20010922 GOOD             USPSQD
 BX1816  HISTORY     - 20060610 GOOD             USPSQD
 BX1816
 BX1816                          STATION DESCRIPTION
 BX1816
 BX1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1816'6.05 MI SE FROM COUSHATTA.
 BX1816'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1816'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 BX1816'THENCE 5.0 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 BX1816'36, T 12 N, R 9 W, 126 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX1816'HIGHWAY, 61 1/2 FEET SOUTHWEST OF A 28-INCH OAK TREE, 110.60 FEET
 BX1816'NORTHEAST OF TRIANGULATION STATION ALPHA 1941, 105.2 FEET NORTHWEST OF
 BX1816'ALPHA RM 2, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX1816'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 BX1816'OF THE GROUND.
 BX1816
 BX1816                          STATION RECOVERY (2001)
 BX1816
 BX1816'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1816'RECOVERED IN GOOD CONDITION.
 BX1816
 BX1816                          STATION RECOVERY (2006)
 BX1816
 BX1816'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1817 ***********************************************************************
 BX1817  DESIGNATION -  ALPHA RM 2
 BX1817  PID         -  BX1817
 BX1817  STATE/COUNTY-  LA/RED RIVER
 BX1817  USGS QUAD   -  HANNA (1992)
 BX1817
 BX1817                         *CURRENT SURVEY CONTROL
 BX1817  ___________________________________________________________________
 BX1817* NAD 83(1986)-  31 59 04.     (N)    093 15 16.     (W)     SCALED    
 BX1817* NAVD 88     -        59.50   (+/-2cm)     195.2    (feet)  VERTCON   
 BX1817  ___________________________________________________________________
 BX1817  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1817
 BX1817  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1817
 BX1817.The horizontal coordinates were scaled from a topographic map and have
 BX1817.an estimated accuracy of +/- 6 seconds.
 BX1817
 BX1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1817.The vertical order pertains to the NGVD 29 superseded value.
 BX1817
 BX1817.The geoid height was determined by GEOID03.
 BX1817
 BX1817;                    North         East    Units  Estimated Accuracy
 BX1817;SPC LA N     -   164,840.      928,710.      MT  (+/- 180 meters Scaled)
 BX1817
 BX1817                          SUPERSEDED SURVEY CONTROL
 BX1817
 BX1817  NGVD 29 (??/??/??)   59.551  (m)          195.38   (f) ADJUSTED    1 1
 BX1817
 BX1817.Superseded values are not recommended for survey control.
 BX1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1817.See file dsdata.txt to determine how the superseded data were derived.
 BX1817
 BX1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR759387(NAD 83)
 BX1817_MARKER: DR = REFERENCE MARK DISK
 BX1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1817_STAMPING: ALPHA NO 2 1941
 BX1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1817+STABILITY: SURFACE MOTION
 BX1817
 BX1817  HISTORY     - Date     Condition        Report By
 BX1817  HISTORY     - 1941     MONUMENTED       CGS
 BX1817  HISTORY     - 1969     GOOD             CGS
 BX1817  HISTORY     - 20010922 GOOD             USPSQD
 BX1817  HISTORY     - 20060610 GOOD             USPSQD
 BX1817
 BX1817                          STATION DESCRIPTION
 BX1817
 BX1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1817'6.05 MI SE FROM COUSHATTA.
 BX1817'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1817'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 BX1817'THENCE 5.0 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 BX1817'36, T 12 N, R 9 W, 0.25 MILE SOUTHEAST OF THE UNION HALL BAPTIST
 BX1817'CHURCH, 204 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 83 1/2
 BX1817'FEET NORTHEAST OF THE NORTH CORNER OF A BUILDING, 60 1/2 FEET
 BX1817'NORTHWEST OF A FENCE, 151.37 FEET SOUTHEAST OF TRIANGULATION STATION
 BX1817'ALPHA 1941, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX1817'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 BX1817'OF THE GROUND.
 BX1817
 BX1817                          STATION RECOVERY (2001)
 BX1817
 BX1817'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1817'RECOVERED IN GOOD CONDITION.
 BX1817
 BX1817                          STATION RECOVERY (2006)
 BX1817
 BX1817'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2854 ***********************************************************************
 AA2854  DESIGNATION -  ALSATIA AZ MK
 AA2854  PID         -  AA2854
 AA2854  STATE/COUNTY-  LA/EAST CARROLL
 AA2854  USGS QUAD   -  SONDHEIMER (1994)
 AA2854
 AA2854                         *CURRENT SURVEY CONTROL
 AA2854  ___________________________________________________________________
 AA2854* NAD 83(1986)-  32 36 34.     (N)    091 13 02.     (W)     SCALED    
 AA2854* NAVD 88     -        26.713  (meters)      87.64   (feet)  ADJUSTED  
 AA2854  ___________________________________________________________________
 AA2854  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AA2854  DYNAMIC HT  -          26.683 (meters)      87.54  (feet)  COMP
 AA2854  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 AA2854
 AA2854  VERT ORDER  -  SECOND    CLASS I
 AA2854
 AA2854.The horizontal coordinates were scaled from a topographic map and have
 AA2854.an estimated accuracy of +/- 6 seconds.
 AA2854
 AA2854.The orthometric height was determined by differential leveling
 AA2854.and adjusted by the National Geodetic Survey in May 1997..
 AA2854
 AA2854.The geoid height was determined by GEOID03.
 AA2854
 AA2854.The dynamic height is computed by dividing the NAVD 88
 AA2854.geopotential number by the normal gravity value computed on the
 AA2854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2854.degrees latitude (g = 980.6199 gals.).
 AA2854
 AA2854.The modeled gravity was interpolated from observed gravity values.
 AA2854
 AA2854;                    North         East    Units  Estimated Accuracy
 AA2854;SPC LA N     -   234,600.    1,120,400.      MT  (+/- 180 meters Scaled)
 AA2854
 AA2854                          SUPERSEDED SURVEY CONTROL
 AA2854
 AA2854.No superseded survey control is available for this station.
 AA2854
 AA2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672093(NAD 83)
 AA2854_MARKER: DZ = AZIMUTH MARK DISK
 AA2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2854_STAMPING: ALSATIA 1929
 AA2854_MARK LOGO: CGS   
 AA2854_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2854+STABILITY: SURFACE MOTION
 AA2854
 AA2854  HISTORY     - Date     Condition        Report By
 AA2854  HISTORY     - 1929     MONUMENTED       CGS
 AA2854  HISTORY     - 19870115 GOOD             LADTD
 AA2854
 AA2854                          STATION DESCRIPTION
 AA2854
 AA2854'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2854'ABOUT 21.4 KM (13.30 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE
 AA2854'IN LAKE PROVIDENCE TO THE JUNCTION WITH STATE HIGHWAY 580, THENCE 3.2
 AA2854'KM (2.00 MI) WEST ON HIGHWAY 580 TO THE JUNCTION WITH A BLACK TOP ROAD
 AA2854'LEADING SOUTH, THENCE 0.3 KM (0.20 MI) SOUTH ON THE BLACK TOP ROAD TO
 AA2854'THE MARK ON THE LEFT, 9.4 M (30.8 FT) EAST OF THE CENTER OF THE ROAD
 AA2854'AND 0.7 M (2.3 FT) NORTH-NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2855 ***********************************************************************
 CP2855  DESIGNATION -  ALSATIA RESET
 CP2855  PID         -  CP2855
 CP2855  STATE/COUNTY-  LA/EAST CARROLL
 CP2855  USGS QUAD   -  SONDHEIMER (1994)
 CP2855
 CP2855                         *CURRENT SURVEY CONTROL
 CP2855  ___________________________________________________________________
 CP2855* NAD 83(1992)-  32 36 45.51545(N)    091 12 46.94256(W)     ADJUSTED  
 CP2855* NAVD 88     -        26.388  (meters)      86.57   (feet)  ADJUSTED  
 CP2855  ___________________________________________________________________
 CP2855  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 CP2855  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2855  DYNAMIC HT  -          26.358 (meters)      86.48  (feet)  COMP
 CP2855  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 CP2855
 CP2855  HORZ ORDER  -  FIRST
 CP2855  VERT ORDER  -  SECOND    CLASS I
 CP2855
 CP2855.The horizontal coordinates were established by classical geodetic methods
 CP2855.and adjusted by the National Geodetic Survey in May 1994..
 CP2855
 CP2855.The orthometric height was determined by differential leveling
 CP2855.and adjusted by the National Geodetic Survey in May 1997..
 CP2855
 CP2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2855
 CP2855.The geoid height was determined by GEOID03.
 CP2855
 CP2855.The dynamic height is computed by dividing the NAVD 88
 CP2855.geopotential number by the normal gravity value computed on the
 CP2855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2855.degrees latitude (g = 980.6199 gals.).
 CP2855
 CP2855.The modeled gravity was interpolated from observed gravity values.
 CP2855
 CP2855;                    North         East     Units Scale Factor Converg.
 CP2855;SPC LA N     -   234,963.081 1,120,789.105   MT  0.99998813   +0 40 49.5
 CP2855;SPC LA N     -   770,874.71  3,677,122.26   sFT  0.99998813   +0 40 49.5
 CP2855;SPC MS W     -   345,424.880   617,434.024   MT  1.00003403   -0 28 26.9
 CP2855;SPC MS W     - 1,133,281.46  2,025,698.13   sFT  1.00003403   -0 28 26.9
 CP2855;UTM  15      - 3,609,755.316   667,667.487   MT  0.99994666   +0 57 47.9
 CP2855
 CP2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2855!SPC LA N     -   0.99999998  x   0.99998813  =   0.99998811
 CP2855!SPC MS W     -   0.99999998  x   1.00003403  =   1.00003401
 CP2855!UTM  15      -   0.99999998  x   0.99994666  =   0.99994664
 CP2855
 CP2855|---------------------------------------------------------------------|
 CP2855| PID    Reference Object                     Distance      Geod. Az  |
 CP2855|                                                           dddmmss.s |
 CP2855| CY3266 ALSATIA RM 1                         29.931 METERS 08927     |
 CP2855| CY3268 ALSATIA RM 3                         21.436 METERS 20333     |
 CP2855| CY3267 ALSATIA RM 2                                       2115143.2 |
 CP2855| AA2854 ALSATIA AZ MK                                      2310841.5 |
 CP2855| CP2857 ALSATIA RM 4                         42.517 METERS 24152     |
 CP2855|---------------------------------------------------------------------|
 CP2855
 CP2855                          SUPERSEDED SURVEY CONTROL
 CP2855
 CP2855  NAD 83(1992)-  32 36 45.52299(N)    091 12 46.93895(W) AD(       ) 1
 CP2855  NAD 83(1986)-  32 36 45.52793(N)    091 12 46.93678(W) AD(       ) 1
 CP2855  NAD 27      -  32 36 45.03800(N)    091 12 46.53800(W) AD(       ) 1
 CP2855  NGVD 29 (07/19/86)   26.45   (m)           86.8    (f) LEVELING    3  
 CP2855
 CP2855.Superseded values are not recommended for survey control.
 CP2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2855.See file dsdata.txt to determine how the superseded data were derived.
 CP2855
 CP2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6766709755(NAD 83)
 CP2855_MARKER: DS = TRIANGULATION STATION DISK
 CP2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2855_STAMPING: ALSATIA 1929 1967
 CP2855_MARK LOGO: CGS   
 CP2855_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2855+STABILITY: SURFACE MOTION
 CP2855
 CP2855  HISTORY     - Date     Condition        Report By
 CP2855  HISTORY     - 1967     MONUMENTED       CGS
 CP2855  HISTORY     - 1971     GOOD             NGS
 CP2855  HISTORY     - 19870115 GOOD             LADTD
 CP2855
 CP2855                          STATION DESCRIPTION
 CP2855
 CP2855'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (AKH)
 CP2855'THE STATION WAS VISITED 5-11-67 AND R.M. NO. 3, R.M. NO. 1, AND
 CP2855'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION SURFACE
 CP2855'MARK WAS FOUND UPROOTED AND UNDERGROUND MARK FOUND DISTURBED.
 CP2855'A NEW STATION UNDERGROUND AND SURFACE MARK WAS ESTABLISHED FROM
 CP2855'THE ANGLES AND MEASUREMENTS FROM THE REFERENCE MARKS AND THE
 CP2855'AZIMUTH MARK.  R.M. NO. 3 WAS OBSTRUCTED FROM THE STATION BY A
 CP2855'POWER POLE.  A NEW DESCRIPTION FOLLOWS--
 CP2855'
 CP2855'THE STATION IS LOCATED ABOUT 5 MILES SSW OF TRANSYLVANIA, 5
 CP2855'MILES NNW OF SANDHEIMER ON THE SOUTH RIGHT OF WAY OF STATE HIGHWAY
 CP2855'580.  THE STATION IS 77.5 FT. NW OF THE HOME OF MR. HARRY MURRAY,
 CP2855'104 FT. W OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 89 FT.
 CP2855'E OF A POWER LINE POLE, 65 FT. W OF A PECAN TREE, 35.5 FT NNW OF
 CP2855'A POWER LINE POLE, 19 FT. W OF A FENCE CORNER, 34 FT. S OF THE
 CP2855'CENTER OF STATE HIGHWAY 580, 6 FT. N OF RIGHT OF WAY OF FENCE
 CP2855'LINE, 1.4 FT. E OF A METAL WITNESS POST.  IT IS A STANDARD
 CP2855'DISK STAMPED ALSATIA 1929 1967, FLUSH WITH GROUND.
 CP2855'
 CP2855'REFERENCE MARK NO. 1 IS 98.20 FT E OF STATION IN DRIVEWAY
 CP2855'LEADING TO FARM HOUSE, 119 FT ENE OF POWER SERVICE POLE, 57 FT.
 CP2855'N OF NORTHEAST CORNER OF A FARM HOUSE, 90 FT. E OF A FENCE
 CP2855'CORNER, 37 FT. SE OF A 3 FOOT PECAN TREE, 33 FT. S OF THE
 CP2855'CENTERLINE OF HIGHWAY.  IT IS A STANDARD DISK STAMPED ALSATIA NO.
 CP2855'1 1929, 2 INCHES BELOW GROUND.
 CP2855'
 CP2855'REFERENCE MARK NO. 3 IS 70.33 FT. S OF STATION, 122 FT. SW OF A
 CP2855'PECAN TREE, 102 FT. S OF THE CENTERLINE OF HIGHWAY, 77 FT. W OF
 CP2855'THE NORTHWEST CORNER OF THE HOUSE, 57 FT. S OF THE RIGHT OF
 CP2855'WAY FENCE, 82 FT. SW OF A POWER LINE POLE.  IT IS A STANDARD
 CP2855'REFERENCE MARK DISK STAMPED ALSATIA NO. 3 1929, FLUSH WITH
 CP2855'THE GROUND.
 CP2855'
 CP2855'THE AZIMUTH MARK IS 0.3 MILE SW OF THE STATION, 102 FT. N
 CP2855'OF THE PROJECTED CENTERLINE OF A FIELD ROAD WEST, 90 FT. N
 CP2855'OF A FENCE CORNER, 32 FT. E OF THE CENTERLINE OF A BLACKTOP
 CP2855'ROAD, 2 FT. N OF A POWER POLE, 2 FT. S OF A METAL WITNESS
 CP2855'POST.  IT IS A STANDARD AZIMUTH MARK DISK STAMPED ALSATIA 1929,
 CP2855'PROJECTING 6 INCHES.
 CP2855'
 CP2855'TO REACH THE STATION FROM THE POST OFFICE IN TRANSYLVANIA,
 CP2855'GO SOUTH ON U.S. HIGHWAY 65 FOR 3.95 MILES TO A SIDE ROAD RIGHT
 CP2855'JUST AFTER PASSING CRAMERS GROCERY IN THE NORTHWEST ANGLE OF
 CP2855'THE INTERSECTION, CONTINUE SOUTH FOR 0.4 MILES TO THE JUNCTION
 CP2855'WITH STATE HIGHWAY 580, TURN RIGHT AND GO 1.7 MILES TO THE
 CP2855'STATION ON THE RIGHT.
 CP2855'
 CP2855'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.25 MILES
 CP2855'TO A SIDE ROAD LEFT TURN LEFT AND GO 0.2 MILES TO THE AZIMUTH MARK
 CP2855'ON THE LEFT.
 CP2855'
 CP2855'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2855'
 CP2855'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CP2855'SW OF TRANSYLVANIA
 CP2855
 CP2855                          STATION RECOVERY (1971)
 CP2855
 CP2855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2855'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 CP2855'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARKS 1
 CP2855'AND 2 WERE SEARCH FOR AND NOT FOUND.  A REFERENCE MARK 4 WAS
 CP2855'ESTABLISHED AT THIS TIME.  REFERENCE MARK 3 IS OBSTRUCTED BY
 CP2855'A POWERLINE POLE.
 CP2855'
 CP2855'THE 1967 DESCRIPTION IS ADEQUATE.
 CP2855
 CP2855                          STATION RECOVERY (1987)
 CP2855
 CP2855'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP2855'ABOUT 21.4 KM (13.30 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE
 CP2855'IN LAKE PROVIDENCE TO THE JUNCTION WITH STATE HIGHWAY 580, THENCE 2.7
 CP2855'KM (1.70 MI) WEST ON HIGHWAY 580 TO THE MARK ON THE LEFT, 21.9 M (71.9
 CP2855'FT) NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FRAME HOUSE, 19.8 M
 CP2855'(65.0 FT) WEST-NORTHWEST OF A 50-INCH PECAN TREE, 10.4 M (34.1 FT)
 CP2855'SOUTH OF THE CENTER OF THE HIGHWAY AND 10.8 M (35.4 FT)
 CP2855'NORTH-NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2857 ***********************************************************************
 CP2857  DESIGNATION -  ALSATIA RM 4
 CP2857  PID         -  CP2857
 CP2857  STATE/COUNTY-  LA/EAST CARROLL
 CP2857  USGS QUAD   -  SONDHEIMER (1994)
 CP2857
 CP2857                         *CURRENT SURVEY CONTROL
 CP2857  ___________________________________________________________________
 CP2857* NAD 83(1992)-  32 36 44.86450(N)    091 12 48.38055(W)     ADJUSTED  
 CP2857* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 CP2857  ___________________________________________________________________
 CP2857  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 CP2857  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2857
 CP2857  HORZ ORDER  -  SECOND
 CP2857
 CP2857.The horizontal coordinates were established by classical geodetic methods
 CP2857.and adjusted by the National Geodetic Survey in May 1994..
 CP2857
 CP2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2857
 CP2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2857
 CP2857.The geoid height was determined by GEOID03.
 CP2857
 CP2857;                    North         East     Units Scale Factor Converg.
 CP2857;SPC LA N     -   234,942.585 1,120,751.854   MT  0.99998809   +0 40 48.7
 CP2857;SPC LA N     -   770,807.46  3,677,000.04   sFT  0.99998809   +0 40 48.7
 CP2857;UTM  15      - 3,609,734.637   667,630.340   MT  0.99994651   +0 57 47.2
 CP2857
 CP2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2857!SPC LA N     -   1.00000005  x   0.99998809  =   0.99998814
 CP2857!UTM  15      -   1.00000005  x   0.99994651  =   0.99994656
 CP2857
 CP2857:                Primary Azimuth Mark                     Grid Az
 CP2857:SPC LA N     -  TRANSYLVANIA ATT MICROWAVE               000 55 08.3
 CP2857:UTM  15      -  TRANSYLVANIA ATT MICROWAVE               000 38 09.8
 CP2857
 CP2857|---------------------------------------------------------------------|
 CP2857| PID    Reference Object                     Distance      Geod. Az  |
 CP2857|                                                           dddmmss.s |
 CP2857| CP2865 TRANSYLVANIA ATT MICROWAVE          APPROX. 8.3 KM 0013557.0 |
 CP2857| CP2855 ALSATIA RESET                        42.517 METERS 06152     |
 CP2857| CY3268 ALSATIA RM 3                         28.940 METERS 08910     |
 CP2857| AA2854 ALSATIA AZ MK                                      2301639.6 |
 CP2857|---------------------------------------------------------------------|
 CP2857
 CP2857                          SUPERSEDED SURVEY CONTROL
 CP2857
 CP2857  NAD 83(1992)-  32 36 44.87203(N)    091 12 48.37694(W) AD(       ) 2
 CP2857  NAD 83(1986)-  32 36 44.87702(N)    091 12 48.37469(W) AD(       ) 2
 CP2857  NAD 27      -  32 36 44.38705(N)    091 12 47.97595(W) AD(       ) 2
 CP2857  NGVD 29 (07/19/86)   26.0    (m)           85.     (f) VERT ANG       
 CP2857
 CP2857.Superseded values are not recommended for survey control.
 CP2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2857.See file dsdata.txt to determine how the superseded data were derived.
 CP2857
 CP2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6763009735(NAD 83)
 CP2857_MARKER: DR = REFERENCE MARK DISK
 CP2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2857
 CP2857  HISTORY     - Date     Condition        Report By
 CP2857  HISTORY     - 1970     MONUMENTED       NGS
 CP2857
 CP2857                          STATION DESCRIPTION
 CP2857
 CP2857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2857'NO MEASUREMENT BETWEEN REFERENCE MARK 3 AND ALSATIA 1929 1967
 CP2857'BECAUSE OF A POWERLINE POLE.
 CP2857'
 CP2857'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF
 CP2857'SONDHEIMER, 5-1/4 MILES SOUTHWEST OF TRANSYLVANIA IN THE
 CP2857'NORTHWEST PART OF SECTION 26, T 19 N, R 12 E AND ON THE PROPERTY
 CP2857'OF MR. HARRY MURRY, TELEPHONE NUMBER 2127 LAKE PROVIDENCE.
 CP2857'
 CP2857'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 CP2857'STATE HIGHWAY 580 ABOUT 4-1/2 MILES NORTH OF SONDHEIMER AND 4
 CP2857'MILES SOUTH OF TRANSYLVANIA, GO WEST ON STATE HIGHWAY 580 FOR
 CP2857'1.7 MILES TO THE STATION ON THE LEFT.
 CP2857'
 CP2857'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 CP2857'STATE HIGHWAY 580 FOR 0.2 MILE TO A PAVED ROAD LEFT.  TURN
 CP2857'LEFT AND GO SOUTH ON PAVED ROAD FOR 0.25 MILE TO THE AZIMUTH
 CP2857'MARK ON THE LEFT AS DESCRIBED.
 CP2857'
 CP2857'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS
 CP2857'STAMPED ALSATIA NO 4 1929 1970.  THE SURFACE DISK IS SET IN THE
 CP2857'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 20 INCHES
 CP2857'BELOW THE GROUND SURFACE.  IT IS 101 FEET SOUTH OF THE CENTER OF
 CP2857'STATE HIGHWAY 580, 66.7 FEET SOUTH-SOUTHWEST OF A POWERLINE
 CP2857'POLE AND 25 FEET EAST OF A FENCE LINE.  THE UNDERGROUND DISK
 CP2857'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CP2857'BELOW THE GROUND SURFACE.
 CP2857'
 CP2857'ALSATIA 1929 1967, A STANDARD STATION MARK DISK STAMPED ALSATIA
 CP2857'1929 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2857'MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 77.5
 CP2857'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 64.5
 CP2857'FEET WEST-SOUTHWEST OF A 36-INCH PECAN TREE, 32 FEET SOUTH OF THE
 CP2857'CENTER OF STATE HIGHWAY 580, 19 FEET WEST-NORTHWEST OF A FENCE
 CP2857'CORNER AND 1.2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 CP2857'
 CP2857'REFERENCE MARK 3, A STANDARD DISK STAMPED ALSATIA NO 3 1929,
 CP2857'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 CP2857'FLUSH WITH THE GROUND SURFACE.  IT IS 101 FEET SOUTH OF THE
 CP2857'CENTER OF STATE HIGHWAY 580, 45 FEET WEST OF A DRIVEWAY, 35
 CP2857'FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, AND 27 FEET NORTH
 CP2857'OF THE NORTHWEST CORNER OF A SMALL BARN.
 CP2857'
 CP2857'THE AZIMUTH MARK, A STANDARD DISK STAMPED ALSATIA 1929, IS
 CP2857'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CP2857'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET EAST OF THE
 CP2857'CENTER LINE OF A PAVED ROAD, 2.3 FEET NORTH-NORTHWEST OF A
 CP2857'POWERLINE POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST
 CP2857'WITH SIGN.
 CP2857'
 CP2857'HEIGHT OF LIGHT ABOVE STATION MARK 38.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2892 ***********************************************************************
 AA2892  DESIGNATION -  ALSATIA RM 6
 AA2892  PID         -  AA2892
 AA2892  STATE/COUNTY-  LA/EAST CARROLL
 AA2892  USGS QUAD   -  SONDHEIMER (1994)
 AA2892
 AA2892                         *CURRENT SURVEY CONTROL
 AA2892  ___________________________________________________________________
 AA2892* NAD 83(1986)-  32 36 45.     (N)    091 12 46.     (W)     SCALED    
 AA2892* NAVD 88     -        26.302  (meters)      86.29   (feet)  ADJUSTED  
 AA2892  ___________________________________________________________________
 AA2892  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AA2892  DYNAMIC HT  -          26.273 (meters)      86.20  (feet)  COMP
 AA2892  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 AA2892
 AA2892  VERT ORDER  -  SECOND    CLASS I
 AA2892
 AA2892.The horizontal coordinates were scaled from a topographic map and have
 AA2892.an estimated accuracy of +/- 6 seconds.
 AA2892
 AA2892.The orthometric height was determined by differential leveling
 AA2892.and adjusted by the National Geodetic Survey in May 1997..
 AA2892
 AA2892.The geoid height was determined by GEOID03.
 AA2892
 AA2892.The dynamic height is computed by dividing the NAVD 88
 AA2892.geopotential number by the normal gravity value computed on the
 AA2892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2892.degrees latitude (g = 980.6199 gals.).
 AA2892
 AA2892.The modeled gravity was interpolated from observed gravity values.
 AA2892
 AA2892;                    North         East    Units  Estimated Accuracy
 AA2892;SPC LA N     -   234,950.    1,120,810.      MT  (+/- 180 meters Scaled)
 AA2892
 AA2892                          SUPERSEDED SURVEY CONTROL
 AA2892
 AA2892.No superseded survey control is available for this station.
 AA2892
 AA2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS676097(NAD 83)
 AA2892_MARKER: DR = REFERENCE MARK DISK
 AA2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2892_STAMPING: ALSATIA 1929 NO 6 1984
 AA2892_MARK LOGO: NGS   
 AA2892_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2892+STABILITY: SURFACE MOTION
 AA2892
 AA2892  HISTORY     - Date     Condition        Report By
 AA2892  HISTORY     - 1984     MONUMENTED       NGS
 AA2892  HISTORY     - 19870115 GOOD             LADTD
 AA2892
 AA2892                          STATION DESCRIPTION
 AA2892
 AA2892'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2892'ABOUT 21.4 KM (13.30 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE
 AA2892'IN LAKE PROVIDENCE TO THE JUNCTION WITH STATE HIGHWAY 580, THENCE 2.7
 AA2892'KM (1.70 MI) WEST ON HIGHWAY 580 TO THE MARK ON THE LEFT, 31.1 M
 AA2892'(102.0 FT) EAST OF A 50-INCH PECAN TREE, 13 M (42.7 FT) SOUTH OF THE
 AA2892'CENTER OF THE HIGHWAY AND 9.9 M (32.5 FT) SOUTHWEST OF THE SOUTH END
 AA2892'OF A METAL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4028 ***********************************************************************
 BJ4028  DESIGNATION -  ALSEN
 BJ4028  PID         -  BJ4028
 BJ4028  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4028  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4028
 BJ4028                         *CURRENT SURVEY CONTROL
 BJ4028  ___________________________________________________________________
 BJ4028* NAD 83(1992)-  30 34 16.26327(N)    091 11 56.72312(W)     ADJUSTED  
 BJ4028* NAVD 88     -        21.263  (meters)      69.76   (feet)  ADJUSTED  
 BJ4028  ___________________________________________________________________
 BJ4028  X           -    -115,018.917 (meters)                     COMP
 BJ4028  Y           -  -5,495,115.195 (meters)                     COMP
 BJ4028  Z           -   3,225,048.692 (meters)                     COMP
 BJ4028  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BJ4028  ELLIP HEIGHT-          -5.88  (meters)          (11/16/93) GPS OBS
 BJ4028  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4028  DYNAMIC HT  -          21.236 (meters)      69.67  (feet)  COMP
 BJ4028  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ4028
 BJ4028  HORZ ORDER  -  FIRST
 BJ4028  VERT ORDER  -  SECOND    CLASS II
 BJ4028  ELLP ORDER  -  FOURTH    CLASS II
 BJ4028
 BJ4028.The horizontal coordinates were established by classical geodetic methods
 BJ4028.and adjusted by the National Geodetic Survey in January 1993..
 BJ4028
 BJ4028.The orthometric height was determined by differential leveling
 BJ4028.and adjusted by the National Geodetic Survey in February 1994..
 BJ4028
 BJ4028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4028
 BJ4028.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4028
 BJ4028.The ellipsoidal height was determined by GPS observations
 BJ4028.and is referenced to NAD 83.
 BJ4028
 BJ4028.The geoid height was determined by GEOID03.
 BJ4028
 BJ4028.The dynamic height is computed by dividing the NAVD 88
 BJ4028.geopotential number by the normal gravity value computed on the
 BJ4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4028.degrees latitude (g = 980.6199 gals.).
 BJ4028
 BJ4028.The modeled gravity was interpolated from observed gravity values.
 BJ4028
 BJ4028;                    North         East     Units Scale Factor Converg.
 BJ4028;SPC LA S     -   229,590.223 1,012,877.522   MT  0.99997514   +0 04 01.6
 BJ4028;SPC LA S     -   753,247.26  3,323,082.34   sFT  0.99997514   +0 04 01.6
 BJ4028;UTM  15      - 3,383,460.704   672,704.150   MT  0.99996796   +0 54 58.3
 BJ4028
 BJ4028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4028!SPC LA S     -   1.00000092  x   0.99997514  =   0.99997606
 BJ4028!UTM  15      -   1.00000092  x   0.99996796  =   0.99996888
 BJ4028
 BJ4028:                Primary Azimuth Mark                     Grid Az
 BJ4028:SPC LA S     -  ALSEN AZ MK                              076 42 07.8
 BJ4028:UTM  15      -  ALSEN AZ MK                              075 51 11.1
 BJ4028
 BJ4028|---------------------------------------------------------------------|
 BJ4028| PID    Reference Object                     Distance      Geod. Az  |
 BJ4028|                                                           dddmmss.s |
 BJ4028| CV9588 ALSEN AZ MK                                        0764609.4 |
 BJ4028| BJ4029 ALSEN RM 1                           40.271 METERS 12650     |
 BJ4028| CV9589 ALSEN RM 2                           41.401 METERS 25004     |
 BJ4028|---------------------------------------------------------------------|
 BJ4028
 BJ4028                          SUPERSEDED SURVEY CONTROL
 BJ4028
 BJ4028  NAD 83(1986)-  30 34 16.28161(N)    091 11 56.72030(W) AD(       ) 1
 BJ4028  NAD 27      -  30 34 15.60535(N)    091 11 56.32904(W) AD(       ) 1
 BJ4028  NGVD 29 (11/16/93)   21.2    (m)           70.     (f) GPS OBS        
 BJ4028
 BJ4028.Superseded values are not recommended for survey control.
 BJ4028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4028.See file dsdata.txt to determine how the superseded data were derived.
 BJ4028
 BJ4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7270483461(NAD 83)
 BJ4028_MARKER: DS = TRIANGULATION STATION DISK
 BJ4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4028_SP_SET: CONCRETE POST
 BJ4028_STAMPING: ALSEN 1970
 BJ4028_MARK LOGO: NGS   
 BJ4028_PROJECTION: RECESSED 10 CENTIMETERS
 BJ4028_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4028+STABILITY: SURFACE MOTION
 BJ4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4028+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1992
 BJ4028
 BJ4028  HISTORY     - Date     Condition        Report By
 BJ4028  HISTORY     - 1970     MONUMENTED       NGS
 BJ4028  HISTORY     - 1987     GOOD             LA-033
 BJ4028  HISTORY     - 19921114 GOOD             NOS
 BJ4028  HISTORY     - 20031001 POOR             SJB
 BJ4028
 BJ4028                          STATION DESCRIPTION
 BJ4028
 BJ4028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4028'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY BRUSH AND A
 BJ4028'FENCE LINE.
 BJ4028'
 BJ4028'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH AND 2 MILES WEST OF
 BJ4028'BAKER, 1/2 MILE NORTHEAST OF US HIGHWAY 61 IN THE SOUTH CENTRAL PART
 BJ4028'OF SECTION 51, T 5 S, R 1 W, AND ON PROPERTY OF THE EAST BATON
 BJ4028'ROUGE PARK AND RECREATION DEPARTMENT, BOX 458, BATON ROUGE,
 BJ4028'LOUISIANA, 70802.
 BJ4028'
 BJ4028'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND GROOM
 BJ4028'ROAD IN BAKER, GO SOUTH ON STATE HIGHWAY 19 FOR 0.95 MILE TO THE
 BJ4028'JUNCTION WITH STATE HIGHWAY 3006.  CONTINUE SOUTH ON STATE HIGHWAY
 BJ4028'19 FOR 0.6 MILE TO A CROSS ROAD (GREENWOOD PARK ENTRANCE ON THE
 BJ4028'LEFT AND RAFE MEYER ROAD ON THE RIGHT).  TURN RIGHT AND GO WEST ON
 BJ4028'RAFE MEYER ROAD FOR 1.4 MILES TO A PAVED ROAD RIGHT (OLD RAFE
 BJ4028'MEYER ROAD).  TURN RIGHT AND GO NORTH AND WEST ON OLD RAFE MEYER ROAD
 BJ4028'FOR 0.5 MILE TO THE ENTRANCE TO ALSEN RECREATION PARK ON THE RIGHT
 BJ4028'AND THE STATION ON THE RIGHT JUST INSIDE PARK.
 BJ4028'
 BJ4028'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED
 BJ4028'PARK ROAD FOR 0.05 MILE TO A CURVE.  TURN RIGHT AND GO EAST ON
 BJ4028'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK IN THE EDGE OF A
 BJ4028'WOODED AREA.
 BJ4028'
 BJ4028'THE STATION MARKS ARE STANDARD DISKS STAMPED ALSEN 1970.  THE SURFACE
 BJ4028'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4028'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 135 FEET NORTHWEST OF
 BJ4028'A METAL WITNESS POST WITH SIGN, 100 FEET NORTH OF THE CENTER OF OLD
 BJ4028'RAFE MEYER ROAD, 65 FEET NORTH OF A CHAIN-LINK FENCE AND 36 FEET
 BJ4028'EAST OF THE CENTER OF THE GRAVELED PARK ROAD.  THE UNDERGROUND MARK
 BJ4028'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 BJ4028'THE GROUND SURFACE.
 BJ4028'
 BJ4028'REFERENCE MARK 1, A STANDARD DISK STAMPED ALSEN NO 1 1970, IS SET IN
 BJ4028'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4028'WITH THE GROUND SURFACE.  IT IS 154 FEET EAST OF THE CENTER OF THE
 BJ4028'GRAVELED PARK ROAD, 35 FEET NORTH OF THE CENTER OF OLD RAFE MEYER
 BJ4028'ROAD, 2.5 FEET WEST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT
 BJ4028'NORTH OF A FENCE.
 BJ4028'
 BJ4028'REFERENCE MARK 2, A STANDARD DISK STAMPED ALSEN NO 2 1970, IS SET
 BJ4028'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4028'WITH THE GROUND SURFACE.  IT IS 84 FEET WEST OF THE CENTER OF THE
 BJ4028'PARK ROAD, 51.5 FEET EAST OF A CHAIN-LINK FENCE CORNER, 36 FEET NORTH
 BJ4028'OF OLD RAFE MEYER ROAD AND 1 FOOT NORTH OF A CHAIN-LINK FENCE.
 BJ4028'
 BJ4028'THE AZIMUTH MARK, A STANDARD DISK STAMPED ALSEN 1970, IS SET IN THE
 BJ4028'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4028'THE GROUND SURFACE.  IT IS 62 FEET EAST OF AN 18-INCH OAK TREE,
 BJ4028'54.5 FEET WEST OF A CHAIN-LINK FENCE, 30 FEET SOUTH OF AN 18-INCH
 BJ4028'OAK TREE AND 0.8 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH A
 BJ4028'SIGN.
 BJ4028'
 BJ4028'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ4028
 BJ4028                          STATION RECOVERY (1987)
 BJ4028
 BJ4028'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4028'3.2 KM (2 MI) SW FROM BAKER.
 BJ4028'ABOUT 2.25 KM (1.4 MI) WEST ON NEW RAFE MEYER ROAD TO OLD RAFE MEYER
 BJ4028'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH AND WEST ON OLD RAFE MEYER
 BJ4028'ROAD FOR 0.73 KM (0.45 MI) TO ALSEN PARK AND THE MARK ON THE RIGHT ON
 BJ4028'THE PARK GROUNDS, FROM THE JUNCTION WITH STATE HIGHWAY 19 AT THE
 BJ4028'SOUTH EDGE OF BAKER, 34 METERS (112 FT) WEST-NORTHWEST OF A LIGHT
 BJ4028'POLE, 29.9 METERS (98 FT) NORTH OF THE CENTER OF OLD RAFE MEYER ROAD,
 BJ4028'19.8 METERS (65 FT) NORTH OF A CHAIN LINK FENCE AND 10.4 METERS (34
 BJ4028'FT) EAST OF THE CENTER OF THE GRAVELED ROAD INTO THE PARK.
 BJ4028'THE MARK IS 41.3 METERS  NW FROM A WITNESS POST.
 BJ4028'THE MARK IS 0.12 M BELOW GRAVELED ROAD.
 BJ4028
 BJ4028                          STATION RECOVERY (1992)
 BJ4028
 BJ4028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ4028'RECOVERED IN GOOD CONDITION.
 BJ4028
 BJ4028                          STATION RECOVERY (2003)
 BJ4028
 BJ4028'RECOVERY NOTE BY SJB GROUP INCORPORATED 2003 (MB)
 BJ4028'SURFACE MONUMENT FOUND DISTURBED. CONCRETE BASE OF DISK WAS FOUND
 BJ4028'LEANING AND IS EASLIY SHIFTED.  SUBSURFACE MONUMENT MAY BE USED IF
 BJ4028'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4029 ***********************************************************************
 BJ4029  DESIGNATION -  ALSEN RM 1
 BJ4029  PID         -  BJ4029
 BJ4029  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4029  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4029
 BJ4029                         *CURRENT SURVEY CONTROL
 BJ4029  ___________________________________________________________________
 BJ4029* NAD 83(1986)-  30 34 17.     (N)    091 11 56.     (W)     SCALED    
 BJ4029* NAVD 88     -        21.278  (meters)      69.81   (feet)  ADJUSTED  
 BJ4029  ___________________________________________________________________
 BJ4029  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4029  DYNAMIC HT  -          21.251 (meters)      69.72  (feet)  COMP
 BJ4029  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ4029
 BJ4029  VERT ORDER  -  SECOND    CLASS II
 BJ4029
 BJ4029.The horizontal coordinates were scaled from a topographic map and have
 BJ4029.an estimated accuracy of +/- 6 seconds.
 BJ4029
 BJ4029.The orthometric height was determined by differential leveling
 BJ4029.and adjusted by the National Geodetic Survey in February 1994..
 BJ4029
 BJ4029.The geoid height was determined by GEOID03.
 BJ4029
 BJ4029.The dynamic height is computed by dividing the NAVD 88
 BJ4029.geopotential number by the normal gravity value computed on the
 BJ4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4029.degrees latitude (g = 980.6199 gals.).
 BJ4029
 BJ4029.The modeled gravity was interpolated from observed gravity values.
 BJ4029
 BJ4029;                    North         East    Units  Estimated Accuracy
 BJ4029;SPC LA S     -   229,610.    1,012,900.      MT  (+/- 180 meters Scaled)
 BJ4029
 BJ4029                          SUPERSEDED SURVEY CONTROL
 BJ4029
 BJ4029.No superseded survey control is available for this station.
 BJ4029
 BJ4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP727834(NAD 83)
 BJ4029_MARKER: DR = REFERENCE MARK DISK
 BJ4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4029_SP_SET: CONCRETE POST
 BJ4029_STAMPING: ALSEN NO 1 1970
 BJ4029_MARK LOGO: NGS   
 BJ4029_PROJECTION: FLUSH
 BJ4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4029+STABILITY: SURFACE MOTION
 BJ4029
 BJ4029  HISTORY     - Date     Condition        Report By
 BJ4029  HISTORY     - 1970     MONUMENTED       NGS
 BJ4029  HISTORY     - 1987     GOOD             LA-033
 BJ4029
 BJ4029                          STATION DESCRIPTION
 BJ4029
 BJ4029'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4029'3.2 KM (2 MI) SW FROM BAKER.
 BJ4029'ABOUT 2.25 KM (1.4 MI) WEST ON NEW RAFE MEYER ROAD TO OLD RAFE MEYER
 BJ4029'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH AND WEST ON OLD RAFE MEYER
 BJ4029'ROAD FOR 0.73 KM (0.45 MI) TO THE ALSEN PARK AND THE MARK ON THE
 BJ4029'RIGHT 45.7 METERS (150 FT) EAST OF THE CENTER OF THE GRAVELED ROAD
 BJ4029'LEADING INTO THE PARK, 40.2 METERS (132 FT) SOUTHEAST OF
 BJ4029'TRIANGULATION STATION ALSEN, 10.7 METERS (35 FT) EAST-NORTHEAST OF A
 BJ4029'POWER POLE, 8.5 METERS (28 FT) SOUTH-SOUTHEAST OF A POWER POLE ON THE
 BJ4029'PARK GROUNDS, 10.4 METERS (34 FT) NORTH OF THE CENTER OF OLD RAFE
 BJ4029'MEYER ROAD AND 0.31 METERS (1 FT) NORTH OF A HIGH CHAIN LINK FENCE.
 BJ4029'THE MARK IS 0.76 METERS  NW FROM A WITNESS POST.
 BJ4029'THE MARK IS ABOVE LEVEL WITH OLD RAFE MEYER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2752 ***********************************************************************
 AU2752  DESIGNATION -  ALTERNATE
 AU2752  PID         -  AU2752
 AU2752  STATE/COUNTY-  LA/PLAQUEMINES
 AU2752  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2752
 AU2752                         *CURRENT SURVEY CONTROL
 AU2752  ___________________________________________________________________
 AU2752* NAD 83(1992)-  29 52 17.16617(N)    090 00 30.43323(W)     ADJUSTED  
 AU2752* NAVD 88     -        14.2  **(meters)      47.   **(feet)  VERTCON   
 AU2752  **This station is located in a subsidence area (see below).
 AU2752  ___________________________________________________________________
 AU2752  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU2752  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AU2752
 AU2752  HORZ ORDER  -  FIRST
 AU2752
 AU2752.The horizontal coordinates were established by classical geodetic methods
 AU2752.and adjusted by the National Geodetic Survey in January 1993..
 AU2752
 AU2752 ** The orthometric height has not been validated since last determined
 AU2752 ** by differential leveling and should not be used for control purposes.
 AU2752 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2752 ** area with valid NAVD 88 orthometric heights.
 AU2752 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2752 ** epoch indicated which incorporates improved geoid heights for the
 AU2752 ** Southern Louisiana Subsidence area.
 AU2752 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2752
 AU2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2752
 AU2752.The geoid height was determined by GEOID03.
 AU2752
 AU2752;                    North         East     Units Scale Factor Converg.
 AU2752;SPC LA S     -   152,755.752 1,127,985.132   MT  0.99992828   +0 39 44.8
 AU2752;SPC LA S     -   501,166.16  3,700,731.22   sFT  0.99992828   +0 39 44.8
 AU2752;UTM  15      - 3,308,298.837   788,965.535   MT  1.00063037   +1 29 27.6
 AU2752;UTM  16      - 3,308,341.486   209,400.556   MT  1.00064206   -1 29 57.9
 AU2752
 AU2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2752!SPC LA S     -   1.00000182  x   0.99992828  =   0.99993010
 AU2752!UTM  15      -   1.00000182  x   1.00063037  =   1.00063219
 AU2752!UTM  16      -   1.00000182  x   1.00064206  =   1.00064388
 AU2752
 AU2752|---------------------------------------------------------------------|
 AU2752| PID    Reference Object                     Distance      Geod. Az  |
 AU2752|                                                           dddmmss.s |
 AU2752| DD7111 ALTERNATE RM 1                        7.328 METERS 11323     |
 AU2752| AU1191 R 200                                              1282635.6 |
 AU2752| DD7112 ALTERNATE RM 2                       13.800 METERS 32111     |
 AU2752|---------------------------------------------------------------------|
 AU2752
 AU2752                          SUPERSEDED SURVEY CONTROL
 AU2752
 AU2752  NAD 83(1986)-  29 52 17.18016(N)    090 00 30.43343(W) AD(       ) 1
 AU2752  NAD 27      -  29 52 16.43767(N)    090 00 30.18151(W) AD(       ) 1
 AU2752  NGVD 29 (07/19/86)   14.3    (m)           47.     (f) VERT ANG       
 AU2752
 AU2752.Superseded values are not recommended for survey control.
 AU2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2752.See file dsdata.txt to determine how the superseded data were derived.
 AU2752
 AU2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8896608299(NAD 83)
 AU2752_MARKER: DS = TRIANGULATION STATION DISK
 AU2752_SETTING: 0 = UNSPECIFIED SETTING
 AU2752
 AU2752  HISTORY     - Date     Condition        Report By
 AU2752  HISTORY     - 1972     MONUMENTED       NGS
 AU2752
 AU2752                          STATION DESCRIPTION
 AU2752
 AU2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2752'NO MEASUREMENT BETWEEN RMS DUE TO RAILING OF BRIDGE.
 AU2752'
 AU2752'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF GRETNA, 1.7 MILES
 AU2752'NORTHWEST OF BELLE CHASSE AND 1.5 MILES NORTH OF THE MISSISSIPPI
 AU2752'RIVER.  THE STATION IS ON THE NEAR HIGHEST PART OF BRIDGE OVER THE
 AU2752'INTERCOASTAL WATERWAY, GULF SECTION ALTERNATE ROUTE AND ON THE
 AU2752'SOUTH- WEST PLATFORM AT THE TOP OF THE STAIRS AT NORTHWEST PART OF
 AU2752'THE NEAR HIGHEST PART OF BRIDGE.  PERMISSION WAS GRANTED BY
 AU2752'ACY MARCHAND, FOR THE STATE ROAD DEPARTMENT, ADDRESS LOUISIANA
 AU2752'HIGHWAY DEPARTMENT, POST OFFICE BOX 44245 CAPITOL STATION, BATON
 AU2752'ROUGE, LOUISIANA.
 AU2752'
 AU2752'TO REACH THE STATION FROM THE JUNCTION US HIGHWAY 90 AND STATE HIGH-
 AU2752'WAY 23 IN GRETNA, GO SOUTHEAST ON STATE HIGHWAY 23 FOR 4 MILES TO
 AU2752'THE STATION AS DESCRIBED.  TO REACH BENCH MARK R 200 1964 (AZI. MK.)
 AU2752'CONTINUE SOUTHEAST FOR 0.4 MILE AND STATION ON THE LEFT AS
 AU2752'DESCRIBED.  THIS AREA IS KNOWN AS BELLE CHASSE.
 AU2752'
 AU2752'THE STATION IS MARKED BY A STANDARD DISK STAMPED ALTERNATE 1972.  THE
 AU2752'DISK IS SET FLUSH IN DRILL HOLE AND CEMENTED IN THE TOP LANDING OF
 AU2752'STAIRWAY OF BRIDGE.  IT IS 23 FEET SOUTH OF THE CENTERLINE OF
 AU2752'HIGHWAY. IT IS 23 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.
 AU2752'
 AU2752'REFERENCE MARK 1, A STANDARD DISK STAMPED ALTERNATE NO 1 1972, IS
 AU2752'CEMENTED DRILL HOLE AND SET FLUSH IN THE RAILING OF BRIDGE.  IT IS
 AU2752'51.7 FEET WEST OF LIGHTPOLE ON BRIDGE AND 16.3 FEET SOUTH OF THE
 AU2752'CENTERLINE OF HIGHWAY.
 AU2752'
 AU2752'REFERENCE MARK 2, A STANDARD DISK STAMPED ALTERNATE NO 2 1972, IS
 AU2752'CEMENTED IN DRILL HOLE AND SET FLUSH IN THE WALKWAY OF BRIDGE.  IT
 AU2752'IS 37.5 FEET SOUTHEAST OF ELECTRIC DONT WALK SIGN, 14.7 FEET SOUTH
 AU2752'OF CENTERLINE OF HIGHWAY AND 4.3 FEET NORTH OF RAILING OF BRIDGE.
 AU2752'
 AU2752'BENCH MARK R 200 1964 (AZI. MK.) IS A STANDARD U.S. COAST AND
 AU2752'GEODETIC SURVEY BENCH MARK THAT IS STAMPED R 200 1964.  THE DISK IS
 AU2752'CEMENTED FLUSH IN DRILL HOLE IN THE NORTHWEST END OF ABUTMENT OF
 AU2752'BRIDGE.  IT IS 37 FEET SOUTH OF THE MOST SOUTH RAIL OF RAILROAD, 18.5
 AU2752'FEET NORTH OF THE WEST BOUND TRAFFIC LANE AND 16 FEET EAST OF THE
 AU2752'CENTER OF MAN- HOLE COVER.
 AU2752'
 AU2752'HEIGHT OF LIGHT ABOVE STATION MARK 1.69 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0936 ***********************************************************************
 AT0936  DESIGNATION -  ALTO
 AT0936  PID         -  AT0936
 AT0936  STATE/COUNTY-  LA/PLAQUEMINES
 AT0936  USGS QUAD   -  GRAND GOSIER ISLAND (1951)
 AT0936
 AT0936                         *CURRENT SURVEY CONTROL
 AT0936  ___________________________________________________________________
 AT0936* NAD 83(1992)-  29 33 45.53193(N)    089 03 00.71128(W)     ADJUSTED  
 AT0936* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0936  ___________________________________________________________________
 AT0936  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AT0936  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AT0936
 AT0936  HORZ ORDER  -  SECOND
 AT0936
 AT0936.The horizontal coordinates were established by classical geodetic methods
 AT0936.and adjusted by the National Geodetic Survey in January 1993..
 AT0936
 AT0936.The orthometric height was scaled from a topographic map.
 AT0936
 AT0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0936
 AT0936.The geoid height was determined by GEOID03.
 AT0936
 AT0936;                    North         East     Units Scale Factor Converg.
 AT0936;SPC LA S     -   119,993.582 1,221,226.163   MT  0.99995480   +1 08 29.7
 AT0936;SPC LA S     -   393,678.94  4,006,639.50   sFT  0.99995480   +1 08 29.7
 AT0936;UTM  16      - 3,272,078.510   301,379.993   MT  1.00008678   -1 00 42.7
 AT0936
 AT0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0936!SPC LA S     -   1.00000393  x   0.99995480  =   0.99995873
 AT0936!UTM  16      -   1.00000393  x   1.00008678  =   1.00009071
 AT0936
 AT0936:                Primary Azimuth Mark                     Grid Az
 AT0936:SPC LA S     -  USE SURVEY TOWER 6                       195 24 03.6
 AT0936:UTM  16      -  USE SURVEY TOWER 6                       197 33 16.0
 AT0936
 AT0936|---------------------------------------------------------------------|
 AT0936| PID    Reference Object                     Distance      Geod. Az  |
 AT0936|                                                           dddmmss.s |
 AT0936| AT1005 USE SURVEY TOWER 6                  APPROX.10.7 KM 1963233.3 |
 AT0936| DD7115 ALTO RM 2                            26.997 METERS 19805     |
 AT0936| DD7113 ALTO AZ MK                                         2315026.5 |
 AT0936| DD7114 ALTO RM 1                            25.565 METERS 34102     |
 AT0936|---------------------------------------------------------------------|
 AT0936
 AT0936                          SUPERSEDED SURVEY CONTROL
 AT0936
 AT0936  NAD 83(1986)-  29 33 45.53298(N)    089 03 00.71631(W) AD(       ) 2
 AT0936  NAD 27      -  29 33 44.79100(N)    089 03 00.57000(W) AD(       ) 2
 AT0936
 AT0936.Superseded values are not recommended for survey control.
 AT0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0936.See file dsdata.txt to determine how the superseded data were derived.
 AT0936
 AT0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT0138072079(NAD 83)
 AT0936_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0936
 AT0936  HISTORY     - Date     Condition        Report By
 AT0936  HISTORY     - 1950     MONUMENTED       CGS
 AT0936  HISTORY     - 1955     GOOD             CGS
 AT0936  HISTORY     - 1963     GOOD             CGS
 AT0936  HISTORY     - 1965     GOOD             CGS
 AT0936
 AT0936                          STATION DESCRIPTION
 AT0936
 AT0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0936'LOCATED ON GRAND GOSIER ISLAND, APPROX.  1500 FT.  SW.  OF THE NE.
 AT0936'END OF THE ISLAND
 AT0936'ON THE HIGHEST GROUND IN THE VICINITY, 105 FT.  W.
 AT0936'OF THE DUNE LINE, 90 FT.  NE.  OF A
 AT0936'SMALL POND AND 3 FT.  E.  OF A
 AT0936'WITNESS POST.  A STANDARD DISK STAMPED ALTO 1950 IN
 AT0936'TOP OF A 6 INCH
 AT0936'CONCRETE TILE FILLED WITH CEMENT PROJECTING 0.5 FT.
 AT0936
 AT0936                          STATION RECOVERY (1955)
 AT0936
 AT0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0936'THE STATION IS ON THE NORTHERN END OF GRAND GOSIER ISLAND,
 AT0936'APPROXIMATELY 2.5 MILES
 AT0936'NORTHEAST OF AN ABANDOND HOUSE, 0.25 MILE SOUTHWEST OF THE
 AT0936'NORTHEAST END OF THE
 AT0936'ISLAND, 300 FEET SOUTH-SOUTHEAST OF A CLUMP OF
 AT0936'BRUSH WHICH IS THE HIGHEST AND MOST
 AT0936'PROMINENT IN THE VICINITY, 120
 AT0936'FEET NORTHWEST OF THE TOP OF AN 8 FOOT BANK WHICH IS
 AT0936'THE DIVIDING
 AT0936'LINE BETWEEN A DRIFTING SAND BEACH AND THE VEGETATED PART OF THE
 AT0936'ISLAND, 78 FEET
 AT0936'SOUTHEAST OF A SMALL WATER HOLE.
 AT0936'
 AT0936'THE STATION MARK IS A TOPOGRAPHIC STATION MARK SET IN THE TOP OF A
 AT0936'CONCRETE FILLED CONCRETE
 AT0936'TILE 8 INCHES IN DIAMETER.  THE MARK IS 1 FOOT WEST
 AT0936'OF A 4 FOOT POST, PROJECTS 6
 AT0936'INCHES AND THE DISK IS STAMPED ALTO
 AT0936'1950.
 AT0936'
 AT0936'REFERENCE MARK NO. 1, SOUTH OF THE STATION, 75 FEET NORTHWEST OF THE
 AT0936'TOP OF AN 8 FOOT BANK, 100
 AT0936'FEET SOUTHEAST OF A WATER HOLE, PROJECTS 18 INCHES
 AT0936'AND THE DISK IS STAMPED ALTO 1950.
 AT0936'
 AT0936'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, 10 FEET SOUTHEAST OF
 AT0936'THE APPARENT BRUSH
 AT0936'LINE, PROJECTS 2 FEET AND THE DISK IS STAMPED ALTO
 AT0936'1950.
 AT0936'
 AT0936'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE SOUTHWEST OF THE STATION,
 AT0936'180 FEET SOUTHEAST OF
 AT0936'AND 4 FEET ABOVE THE MEAN HIGH TIDE LINE OF THE
 AT0936'NORTHWEST SHORE, 120 FEET
 AT0936'NORTHWEST OF THE SOUTHEAST BEACH LINE,
 AT0936'PROJECTS 4 FEET AND THE DISK IS STAMPED OLTO
 AT0936'1955.
 AT0936'
 AT0936'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AT0936
 AT0936                          STATION RECOVERY (1963)
 AT0936
 AT0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT0936'THE STATION IS LOCATED ON THE NORTH ONE OF TWO ISLANDS WHICH
 AT0936'APPARENTLY FORMED A
 AT0936'SINGLE ISLAND AT THE TIME OF THE 1955 OBSERVATIONS.  THE
 AT0936'GROUP IS CALLED GRAND
 AT0936'GOSIER ISLAND.  THE STATION AND REFERENCE MARKS
 AT0936'ARE NOW IN A CLEAR AREA AT THE HIGHEST
 AT0936'POINT OF THE ISLAND.  THE
 AT0936'AZIMUTH MARK WAS NOT FOUND, BUT THE DESCRIBED LOCATION
 AT0936'WOULD PUT IT
 AT0936'BETWEEN THE TWO ISLANDS AT THIS TIME.  THE HOUSE MENTIONED IS NOW
 AT0936'COLLAPSED.
 AT0936'CHANGES IN MEASUREMENTS AND DIRECTIONS TO REFERENCE MARKS
 AT0936'WERE NOTED.
 AT0936'
 AT0936'STATION IS A TOPOGRAPHIC STATION MARK DISK SET IN AN 8 INCH ROUND
 AT0936'CONCRETE MONUMENT WHICH
 AT0936'PROJECTS ABOUT 6 INCHES.  IT IS 4 FEET WEST OF A WOOD
 AT0936'WITNESS POST AND ABOUT THE SAME
 AT0936'DISTANCE FROM THE NORTH AND SOUTH
 AT0936'SHORE LINES.
 AT0936
 AT0936                          STATION RECOVERY (1965)
 AT0936
 AT0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0936'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AT0936'CONDITION.  THE
 AT0936'ISLAND WHERE THE STATION IS SEPARATED FROM THE MAIN
 AT0936'PART OF GRAND GOSIER ISLAND NOW
 AT0936'AND IS A SMALL ISLAND OF ITS OWN.  A
 AT0936'METAL WITNESS POST WAS SET AT THE STATION.
 AT0936'
 AT0936'THE AZIMUTH MARK WAS NOT RECOVERED AND WAS PROBABLY WASHED AWAY WHEN
 AT0936'THE ISLANDS WERE
 AT0936'SEPARATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2920 ***********************************************************************
 BX2920  DESIGNATION -  AMANDA
 BX2920  PID         -  BX2920
 BX2920  STATE/COUNTY-  LA/VERNON
 BX2920  USGS QUAD   -  NEW LLANO (1994)
 BX2920
 BX2920                         *CURRENT SURVEY CONTROL
 BX2920  ___________________________________________________________________
 BX2920* NAD 83(1992)-  31 04 08.10116(N)    093 16 28.68199(W)     ADJUSTED  
 BX2920* NAVD 88     -        73.999  (meters)     242.78   (feet)  ADJUSTED  
 BX2920  ___________________________________________________________________
 BX2920  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 BX2920  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BX2920  DYNAMIC HT  -          73.906 (meters)     242.47  (feet)  COMP
 BX2920  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 BX2920
 BX2920  HORZ ORDER  -  SECOND
 BX2920  VERT ORDER  -  SECOND    CLASS I
 BX2920
 BX2920.The horizontal coordinates were established by classical geodetic methods
 BX2920.and adjusted by the National Geodetic Survey in January 1993..
 BX2920
 BX2920.The orthometric height was determined by differential leveling
 BX2920.and adjusted by the National Geodetic Survey in February 1994..
 BX2920
 BX2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2920
 BX2920.The geoid height was determined by GEOID03.
 BX2920
 BX2920.The dynamic height is computed by dividing the NAVD 88
 BX2920.geopotential number by the normal gravity value computed on the
 BX2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2920.degrees latitude (g = 980.6199 gals.).
 BX2920
 BX2920.The modeled gravity was interpolated from observed gravity values.
 BX2920
 BX2920;                    North         East     Units Scale Factor Converg.
 BX2920;SPC LA N     -    63,344.748   926,071.305   MT  1.00002360   -0 24 34.4
 BX2920;SPC LA N     -   207,823.56  3,038,285.61   sFT  1.00002360   -0 24 34.4
 BX2920;UTM  15      - 3,437,272.112   473,800.612   MT  0.99960847   -0 08 30.2
 BX2920
 BX2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2920!SPC LA N     -   0.99999257  x   1.00002360  =   1.00001617
 BX2920!UTM  15      -   0.99999257  x   0.99960847  =   0.99960105
 BX2920
 BX2920|---------------------------------------------------------------------|
 BX2920| PID    Reference Object                     Distance      Geod. Az  |
 BX2920|                                                           dddmmss.s |
 BX2920| BX2919 AMANDA LDH 1972 A PT                 16.406 METERS 14101     |
 BX2920| CV8002 AMANDA AZ MK                                       1615041.5 |
 BX2920| BX3179 AMANDA RM 1                          11.737 METERS 17604     |
 BX2920| CV8003 AMANDA RM 2                          17.131 METERS 27307     |
 BX2920|---------------------------------------------------------------------|
 BX2920
 BX2920                          SUPERSEDED SURVEY CONTROL
 BX2920
 BX2920  NAD 83(1986)-  31 04 08.11442(N)    093 16 28.67566(W) AD(       ) 2
 BX2920  NAD 27      -  31 04 07.43590(N)    093 16 28.08661(W) AD(       ) 2
 BX2920  NGVD 29 (07/19/86)   74.5    (m)          244.     (f) VERT ANG       
 BX2920
 BX2920.Superseded values are not recommended for survey control.
 BX2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2920.See file dsdata.txt to determine how the superseded data were derived.
 BX2920
 BX2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7380137272(NAD 83)
 BX2920_MARKER: DE = TRAVERSE STATION DISK
 BX2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2920_SP_SET: CONCRETE POST
 BX2920_STAMPING: AMANDA 1972
 BX2920_MARK LOGO: LADH  
 BX2920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2920+STABILITY: SURFACE MOTION
 BX2920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2920+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1989
 BX2920
 BX2920  HISTORY     - Date     Condition        Report By
 BX2920  HISTORY     - 1972     MONUMENTED       LADH
 BX2920  HISTORY     - 1972     GOOD             LADH
 BX2920  HISTORY     - 19890830 GOOD             LADTD
 BX2920  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2920  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2920
 BX2920                          STATION DESCRIPTION
 BX2920
 BX2920'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BX2920'THE STATION IS LOCATED 5 MILES SOUTH OF LEESVILLE, 14 MILES NORTH OF
 BX2920'DERIDDER AND 22 MILES NORTHWEST OF PITKIN, IN THE NORTHEAST 1/4 OF
 BX2920'SECTION 15, T1N, R9W, AND ON THE PROPERTY OWNED BY LOUISIANA
 BX2920'DEPARTMENT OF HIGHWAYS.
 BX2920'
 BX2920'TO REACH THE STATION FROM THE POST OFFICE IN LEESVILLE, GO WEST FOR
 BX2920'2 BLOCKS ON STATE HIGHWAY 8 TO U. S. HIGHWAY 171, TURN LEFT ON U. S.
 BX2920'HIGHWAY 171 AND GO SOUTH FOR 5.1 MILES TO THE STATION WHICH IS SET
 BX2920'ON THE RIGHT AND WEST OF THE HIGHWAY NEAR A LARGE OAK TREE AND A
 BX2920'FENCE.
 BX2920'
 BX2920'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG U. S.
 BX2920'HIGHWAY 171 FOR 0.6 MILE.  THE MARK IS SET ON THE LEFT AND EAST OF
 BX2920'THE HIGHWAY NEAR A GRAVEL ROAD AND A POWER POLE.
 BX2920'
 BX2920'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2920'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2920'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2920'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2920'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2920'STAMPED AMANDA 1972.  THE MARK IS 266 FEET WEST OF THE CENTER OF U.
 BX2920'S.  HIGHWAY 171, 29 FEET NORTHEAST OF A 36 INCH RED OAK TREE,
 BX2920'18 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, 2 FEET EAST
 BX2920'OF A NORTH-SOUTH FENCE, AND 2.5 FEET SOUTH OF AN EAST-WEST
 BX2920'FENCE.
 BX2920'
 BX2920'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2920'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2920'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2920'STAMPED AMANDA R. M. 1 1972.  IT IS 266 FEET WEST OF THE CENTER OF
 BX2920'U. S. HIGHWAY 171, 44 FEET SOUTH-SOUTHEAST OF A 36 INCH OAK TREE,
 BX2920'8.00 FEET NORTH OF A GATE, AND 1.5 FEET EAST OF A NORTH-SOUTH
 BX2920'FENCE.
 BX2920'
 BX2920'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2920'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2920'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2920'STAMPED AMANDA R. M. 2 1972.  IT IS 305 FEET WEST OF THE CENTER OF
 BX2920'U. S. HIGHWAY 171, 30 FEET EAST-NORTHEAST OF A 24 INCH OAK TREE,
 BX2920'29 FEET NORTHWEST OF A 36 INCH OAK TREE, AND 2.00 FEET SOUTH OF AN
 BX2920'EAST-WEST FENCE.
 BX2920'
 BX2920'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2920'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2920'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2920'STAMPED AMANDA AZ. MK. 1972.  IT IS 160 FEET EAST OF THE CENTER OF
 BX2920'U. S. HIGHWAY 171, 90 FEET NORTH OF A TELEPHONE CABLE JUNCTION
 BX2920'BOX, 65 FEET NORTH OF A GRAVEL DRIVE LEADING TO THE S AND M
 BX2920'PRODUCE COMPANY, 40 FEET NORTH OF A POWER POLE, AND 4 FEET
 BX2920'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2920'
 BX2920'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX2920
 BX2920                          STATION RECOVERY (1972)
 BX2920
 BX2920'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 BX2920'RECOVERED IN GOOD CONDITION.
 BX2920
 BX2920                          STATION RECOVERY (1989)
 BX2920
 BX2920'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX2920'THE STATION IS LOCATED ABOUT 25.4 KM (15.8 MI) NORTH OF DERIDDER AND
 BX2920'10.5 KM (6.5 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX2920'OF TRANSPORTATION AND DEVELOPMENT.
 BX2920'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX2920'HIGHWAY 8, IN NORTH PART OF LEESVILLE, GO SOUTH FOR 10.5 KM (6.5 MI)
 BX2920'ON HIGHWAY 171 TO THE STATION ON THE RIGHT SET NEAR THE RIGHT-OF-WAY
 BX2920'FENCE,  81.1 M (266.1 FT) WEST FROM THE CENTER OF THE SOUTH
 BX2920'BOUND LANES OF THE HIGHWAY, 8.9 M (29.2 FT) NORTHEAST FROM A 40 INCH
 BX2920'OAK TREE, 5.5 M (18.0 FT) SOUTHWEST FROM A WITNESS POST, 0.8 M
 BX2920'(2.6 FT) SOUTH FROM AN EAST-WEST FENCE AND 0.6 M (2.0 FT) EAST FROM
 BX2920'THE RIGHT-OF-WAY FENCE.  THE STATION IS FLUSH WITH THE GROUND AND
 BX2920'ABOUT 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX2920
 BX2920                          STATION RECOVERY (1994)
 BX2920
 BX2920'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2920'MARK NOT FOUND.
 BX2920
 BX2920                          STATION RECOVERY (2001)
 BX2920
 BX2920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2920'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3179 ***********************************************************************
 BX3179  DESIGNATION -  AMANDA RM 1
 BX3179  PID         -  BX3179
 BX3179  STATE/COUNTY-  LA/VERNON
 BX3179  USGS QUAD   -  NEW LLANO (1994)
 BX3179
 BX3179                         *CURRENT SURVEY CONTROL
 BX3179  ___________________________________________________________________
 BX3179* NAD 83(1986)-  31 04 08.     (N)    093 16 29.     (W)     SCALED    
 BX3179* NAVD 88     -        73.632  (meters)     241.57   (feet)  ADJUSTED  
 BX3179  ___________________________________________________________________
 BX3179  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BX3179  DYNAMIC HT  -          73.540 (meters)     241.27  (feet)  COMP
 BX3179  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 BX3179
 BX3179  VERT ORDER  -  SECOND    CLASS I
 BX3179
 BX3179.The horizontal coordinates were scaled from a topographic map and have
 BX3179.an estimated accuracy of +/- 6 seconds.
 BX3179
 BX3179.The orthometric height was determined by differential leveling
 BX3179.and adjusted by the National Geodetic Survey in February 1994..
 BX3179
 BX3179.The geoid height was determined by GEOID03.
 BX3179
 BX3179.The dynamic height is computed by dividing the NAVD 88
 BX3179.geopotential number by the normal gravity value computed on the
 BX3179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3179.degrees latitude (g = 980.6199 gals.).
 BX3179
 BX3179.The modeled gravity was interpolated from observed gravity values.
 BX3179
 BX3179;                    North         East    Units  Estimated Accuracy
 BX3179;SPC LA N     -    63,340.      926,060.      MT  (+/- 180 meters Scaled)
 BX3179
 BX3179                          SUPERSEDED SURVEY CONTROL
 BX3179
 BX3179.No superseded survey control is available for this station.
 BX3179
 BX3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ737372(NAD 83)
 BX3179_MARKER: DR = REFERENCE MARK DISK
 BX3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3179_SP_SET: CONCRETE POST
 BX3179_STAMPING: AMANDA RM 1 1972
 BX3179_MARK LOGO: LADH  
 BX3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3179+STABILITY: SURFACE MOTION
 BX3179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3179+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1989
 BX3179
 BX3179  HISTORY     - Date     Condition        Report By
 BX3179  HISTORY     - 1972     MONUMENTED       LADH
 BX3179  HISTORY     - 19890830 GOOD             LADTD
 BX3179  HISTORY     - 20010331 GOOD             NGS
 BX3179
 BX3179                          STATION DESCRIPTION
 BX3179
 BX3179'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3179'THE STATION IS LOCATED ABOUT 25.4 KM (15.8 MI) NORTH OF DERIDDER AND
 BX3179'10.5 KM (6.5 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3179'OF TRANSPORTATION AND DEVELOPMENT.
 BX3179'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3179'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO SOUTH FOR 10.5 KM
 BX3179'(6.5 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT, NEAR THE
 BX3179'RIGHT-OF-WAY FENCE,  81.1 M (266.1 FT) WEST OF CENTER OF THE HIGHWAY,
 BX3179'13.4 M (44.0 FT) SOUTH-SOUTHEAST FROM A 40-INCH OAK TREE, 2.4 M
 BX3179'(7.9 FT) NORTH FROM A GATE AND 0.5 M (1.6 FT) EAST FROM THE
 BX3179'RIGHT-OF-WAY FENCE.  THE STATION IS FLUSH WITH THE GROUND AND 1.8 M
 BX3179'(5.9 FT) ABOVE THE HIGHWAY.
 BX3179
 BX3179                          STATION RECOVERY (2001)
 BX3179
 BX3179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3179'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3238 ***********************************************************************
 AU3238  DESIGNATION -  AMELIA BOREHOLE 6
 AU3238  PID         -  AU3238
 AU3238  STATE/COUNTY-  LA/ASSUMPTION
 AU3238  USGS QUAD   -  AMELIA (1994)
 AU3238
 AU3238                         *CURRENT SURVEY CONTROL
 AU3238  ___________________________________________________________________
 AU3238* NAD 83(1992)-  29 41 18.93622(N)    091 05 35.96570(W)     ADJUSTED  
 AU3238* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 AU3238  **This station is located in a subsidence area (see below).
 AU3238  ___________________________________________________________________
 AU3238  X           -    -105,811.726 (meters)                     COMP
 AU3238  Y           -  -5,544,404.521 (meters)                     COMP
 AU3238  Z           -   3,140,420.418 (meters)                     COMP
 AU3238  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AU3238  ELLIP HEIGHT-         -24.05  (meters)          (07/18/02) GPS OBS
 AU3238  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU3238
 AU3238  HORZ ORDER  -  FIRST
 AU3238  ELLP ORDER  -  FOURTH    CLASS II
 AU3238
 AU3238.The horizontal coordinates were established by GPS observations
 AU3238.and adjusted by the National Geodetic Survey in January 1993..
 AU3238
 AU3238 ** The orthometric height has not been validated since last determined
 AU3238 ** by differential leveling and should not be used for control purposes.
 AU3238 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3238 ** area with valid NAVD 88 orthometric heights.
 AU3238 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3238 ** epoch indicated which incorporates improved geoid heights for the
 AU3238 ** Southern Louisiana Subsidence area.
 AU3238 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3238
 AU3238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3238
 AU3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3238
 AU3238.The ellipsoidal height was determined by GPS observations
 AU3238.and is referenced to NAD 83.
 AU3238
 AU3238.The geoid height was determined by GEOID03.
 AU3238
 AU3238;                    North         East     Units Scale Factor Converg.
 AU3238;SPC LA S     -   131,773.764 1,023,228.187   MT  0.99994050   +0 07 12.0
 AU3238;SPC LA S     -   432,327.76  3,357,041.14   sFT  0.99994050   +0 07 12.0
 AU3238;UTM  15      - 3,285,800.477   684,483.408   MT  1.00001994   +0 56 40.6
 AU3238
 AU3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3238!SPC LA S     -   1.00000378  x   0.99994050  =   0.99994428
 AU3238!UTM  15      -   1.00000378  x   1.00001994  =   1.00002372
 AU3238
 AU3238                          SUPERSEDED SURVEY CONTROL
 AU3238
 AU3238  ELLIP H (01/21/93)  -24.04   (m)                       GP(       ) 4 2
 AU3238  NAD 83(1986)-  29 41 18.95695(N)    091 05 35.96486(W) AD(       ) 1
 AU3238  NGVD 29 (04/21/89)    1.8    (m)            6.     (f) GPS OBS        
 AU3238
 AU3238.Superseded values are not recommended for survey control.
 AU3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3238.See file dsdata.txt to determine how the superseded data were derived.
 AU3238
 AU3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8448385800(NAD 83)
 AU3238_MARKER: I = METAL ROD
 AU3238_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3238_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3238+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3238
 AU3238  HISTORY     - Date     Condition        Report By
 AU3238  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3238
 AU3238                          STATION DESCRIPTION
 AU3238
 AU3238'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3238'THE STATION IS LOCATED ABOUT 37 MILES WEST ON HOUMA LOUISIANA AND 20
 AU3238'MILES WEST OF GIBSON LOUISIANA, ON THE WESTERN SHOULDER OF STATE ROUTE
 AU3238'662 NORTH.
 AU3238'
 AU3238'TO REACH THE STATION FROM STATE ROUTE 315 AND US ROUTE 90 IN HOUMA
 AU3238'LOUISIANA.  GO WEST ON ROUTE 90 FOR 23.3 MILES TO A STOP SIGN AT THE
 AU3238'JUNCTION OF US 90 AND STATE ROUTE 20.  CONTINUE ON US 90 WEST FOR 6.6
 AU3238'MILES TO STATE ROUTE 662 NORTH.  GO NORTH OR RIGHT ON ROUTE 662 FOR
 AU3238'2.0 MILES TO THE STATION ON THE RIGHT SHOULDER OF THE ROAD.
 AU3238'
 AU3238'THE STATION IS A 9/16 INCH DIAMETER STEEL ROD, DRIVEN INTO THE GROUND
 AU3238'WITH A PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND IT.  THE PVC
 AU3238'PIPE IS SET IN AN IRREGULAR MASS OF CONCRETE, AND IS PROJECTING 4
 AU3238'INCHES ABOVE GROUND WHILE THE STEEL ROD IS SET NEARLY FLUSH WITH THE
 AU3238'GROUND.  THERE IS ANOTHER ROD SET IN THE GROUND 2 FEET WEST OF THE
 AU3238'STATION AND THE STATION IS LOCATED ABOUT 24 FEET EAST OF THE CENTER OF
 AU3238'HIGHWAY 662.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3239 ***********************************************************************
 AU3239  DESIGNATION -  AMELIA RAILROAD
 AU3239  PID         -  AU3239
 AU3239  STATE/COUNTY-  LA/ASSUMPTION
 AU3239  USGS QUAD   -  AMELIA (1994)
 AU3239
 AU3239                         *CURRENT SURVEY CONTROL
 AU3239  ___________________________________________________________________
 AU3239* NAD 83(1992)-  29 40 06.20844(N)    091 05 51.91459(W)     ADJUSTED  
 AU3239* NAVD 88     -         3.9  **(meters)      13.   **(feet)  VERTCON   
 AU3239  **This station is located in a subsidence area (see below).
 AU3239  ___________________________________________________________________
 AU3239  X           -    -106,261.711 (meters)                     COMP
 AU3239  Y           -  -5,545,506.792 (meters)                     COMP
 AU3239  Z           -   3,138,475.924 (meters)                     COMP
 AU3239  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU3239  ELLIP HEIGHT-         -21.86  (meters)          (07/18/02) GPS OBS
 AU3239  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU3239
 AU3239  HORZ ORDER  -  FIRST
 AU3239  ELLP ORDER  -  FOURTH    CLASS II
 AU3239
 AU3239.The horizontal coordinates were established by GPS observations
 AU3239.and adjusted by the National Geodetic Survey in January 1993..
 AU3239
 AU3239 ** The orthometric height has not been validated since last determined
 AU3239 ** by differential leveling and should not be used for control purposes.
 AU3239 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3239 ** area with valid NAVD 88 orthometric heights.
 AU3239 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3239 ** epoch indicated which incorporates improved geoid heights for the
 AU3239 ** Southern Louisiana Subsidence area.
 AU3239 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3239
 AU3239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3239
 AU3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3239
 AU3239.The ellipsoidal height was determined by GPS observations
 AU3239.and is referenced to NAD 83.
 AU3239
 AU3239.The geoid height was determined by GEOID03.
 AU3239
 AU3239;                    North         East     Units Scale Factor Converg.
 AU3239;SPC LA S     -   129,533.660 1,022,804.031   MT  0.99994247   +0 07 04.1
 AU3239;SPC LA S     -   424,978.35  3,355,649.56   sFT  0.99994247   +0 07 04.1
 AU3239;UTM  15      - 3,283,554.329   684,091.493   MT  1.00001816   +0 56 30.6
 AU3239
 AU3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3239!SPC LA S     -   1.00000343  x   0.99994247  =   0.99994590
 AU3239!UTM  15      -   1.00000343  x   1.00001816  =   1.00002159
 AU3239
 AU3239                          SUPERSEDED SURVEY CONTROL
 AU3239
 AU3239  ELLIP H (01/21/93)  -21.84   (m)                       GP(       ) 4 2
 AU3239  NAD 83(1986)-  29 40 06.22934(N)    091 05 51.91372(W) AD(       ) 1
 AU3239  NGVD 29 (04/21/89)    4.0    (m)           13.     (f) GPS OBS        
 AU3239
 AU3239.Superseded values are not recommended for survey control.
 AU3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3239.See file dsdata.txt to determine how the superseded data were derived.
 AU3239
 AU3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8409183554(NAD 83)
 AU3239_MARKER: I = METAL ROD
 AU3239_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3239_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3239+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3239
 AU3239  HISTORY     - Date     Condition        Report By
 AU3239  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3239
 AU3239                          STATION DESCRIPTION
 AU3239
 AU3239'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3239'THE STATION IS LOCATED ABOUT 10 MILES EAST OF MORGAN CITY LOUISIANA.
 AU3239'ABOUT 30 MILES WEST OF HOUMA LOUISIANA, IN AMELIA LOUISIANA.  THE
 AU3239'STATION IS SET ON THE SOUTH SIDE OF A SET OF RAILROAD TRACKS.
 AU3239'
 AU3239'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 90 AND STATE
 AU3239'ROUTE 662 NORTH TURN LEFT OFF OF 662 ONTO THE FIRST SIDE ROAD THAT
 AU3239'PARALELLS US 90 AND PROCEED WEST TO THE END AT BAYOU BEOUF TURN RIGHT.
 AU3239'NORTH ON THE ROAD ALONG BAYOU BEOUF UNTIL YOU REACH A RAILROAD OVER
 AU3239'PASS, TURN RIGHT ON SOUTH SIDE OF TRACKS ONTO RIGHT OF WAY TO STATION
 AU3239'ON THE LEFT.
 AU3239'
 AU3239'THE STATION IS A 9/16 INCH STEEL ROD DRIVEN INTO THE GROUND, WITH A
 AU3239'PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND IT. THE STATION IS
 AU3239'LOCATED 18.5 FEED SOUTH OF THE SOUTH EDGE OF THE RAILROAD TRACKS, 44.9
 AU3239'FEET WEST OF THE WEST EDGE OF A GRAY SHED, 40 FEET EAST OF A RAILROAD
 AU3239'OVERPASS, 25 FEET NORTH OF A POWER POLE THAT IS SOUTHEAST OF THE
 AU3239'RAILROAD OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2335 ***********************************************************************
 AU2335  DESIGNATION -  AMELIA ST ANDREWS CH CROSS
 AU2335  PID         -  AU2335
 AU2335  STATE/COUNTY-  LA/ST MARY
 AU2335  USGS QUAD   -  AMELIA (1994)
 AU2335
 AU2335                         *CURRENT SURVEY CONTROL
 AU2335  ___________________________________________________________________
 AU2335* NAD 83(1992)-  29 41 11.58147(N)    091 06 01.23197(W)     ADJUSTED  
 AU2335* NAVD 88     -                                                        
 AU2335  **This station is located in a subsidence area (see below).
 AU2335  ___________________________________________________________________
 AU2335  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU2335  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU2335
 AU2335  HORZ ORDER  -  THIRD
 AU2335
 AU2335.The horizontal coordinates were established by classical geodetic methods
 AU2335.and adjusted by the National Geodetic Survey in January 1993..
 AU2335
 AU2335 ** The orthometric height has not been validated since last determined
 AU2335 ** by differential leveling and should not be used for control purposes.
 AU2335 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2335 ** area with valid NAVD 88 orthometric heights.
 AU2335 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2335 ** epoch indicated which incorporates improved geoid heights for the
 AU2335 ** Southern Louisiana Subsidence area.
 AU2335 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2335
 AU2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2335
 AU2335.The geoid height was determined by GEOID03.
 AU2335
 AU2335;                    North         East     Units Scale Factor Converg.
 AU2335;SPC LA S     -   131,545.917 1,022,549.405   MT  0.99994070   +0 06 59.4
 AU2335;SPC LA S     -   431,580.23  3,354,814.17   sFT  0.99994070   +0 06 59.4
 AU2335;UTM  15      - 3,285,562.867   683,807.923   MT  1.00001687   +0 56 27.9
 AU2335
 AU2335                          SUPERSEDED SURVEY CONTROL
 AU2335
 AU2335  NAD 83(1986)-  29 41 11.60382(N)    091 06 01.23176(W) AD(       ) 4
 AU2335  NAD 27      -  29 41 10.85000(N)    091 06 00.87000(W) AD(       ) 3
 AU2335
 AU2335.Superseded values are not recommended for survey control.
 AU2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2335.See file dsdata.txt to determine how the superseded data were derived.
 AU2335
 AU2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8380885563(NAD 83)
 AU2335_MARKER: 91 = CHURCH CROSS
 AU2335
 AU2335  HISTORY     - Date     Condition        Report By
 AU2335  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2335  HISTORY     - 1947     GOOD             CGS
 AU2335  HISTORY     - 1948     GOOD             CGS
 AU2335
 AU2335                          STATION DESCRIPTION
 AU2335
 AU2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2335'STATION WAS RECOVERED.  STATION IS TOP OF SILVER SPIRE OF ST.
 AU2335'ANDREWS CHURCH ON THE W SIDE OF BAYOU BOEUF IN THE SETTLEMENT
 AU2335'OF AMELIA.
 AU2335
 AU2335                          STATION RECOVERY (1948)
 AU2335
 AU2335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2335'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1947
 AU2335'RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1100 ***********************************************************************
 AT1100  DESIGNATION -  AMERICAN
 AT1100  PID         -  AT1100
 AT1100  STATE/COUNTY-  LA/PLAQUEMINES
 AT1100  USGS QUAD   -  EMPIRE (1992)
 AT1100
 AT1100                         *CURRENT SURVEY CONTROL
 AT1100  ___________________________________________________________________
 AT1100* NAD 83(1992)-  29 29 30.03088(N)    089 37 00.51925(W)     ADJUSTED  
 AT1100* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1100  **This station is located in a subsidence area (see below).
 AT1100  ___________________________________________________________________
 AT1100  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AT1100  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AT1100
 AT1100  HORZ ORDER  -  SECOND
 AT1100
 AT1100.The horizontal coordinates were established by classical geodetic methods
 AT1100.and adjusted by the National Geodetic Survey in January 1993..
 AT1100
 AT1100 ** The orthometric height has not been validated since last determined
 AT1100 ** by differential leveling and should not be used for control purposes.
 AT1100 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1100 ** area with valid NAVD 88 orthometric heights.
 AT1100 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1100 ** epoch indicated which incorporates improved geoid heights for the
 AT1100 ** Southern Louisiana Subsidence area.
 AT1100 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1100.The orthometric height was scaled from a topographic map.
 AT1100
 AT1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1100
 AT1100.The geoid height was determined by GEOID03.
 AT1100
 AT1100;                    North         East     Units Scale Factor Converg.
 AT1100;SPC LA S     -   111,169.683 1,166,446.358   MT  0.99996496   +0 51 29.8
 AT1100;SPC LA S     -   364,729.20  3,826,916.09   sFT  0.99996496   +0 51 29.8
 AT1100;UTM  16      - 3,265,314.483   246,292.543   MT  1.00039430   -1 17 20.2
 AT1100
 AT1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1100!SPC LA S     -   1.00000385  x   0.99996496  =   0.99996881
 AT1100!UTM  16      -   1.00000385  x   1.00039430  =   1.00039815
 AT1100
 AT1100:                Primary Azimuth Mark                     Grid Az
 AT1100:SPC LA S     -  NAIRN MICROWAVE MAST                     176 31 57.7
 AT1100:UTM  16      -  NAIRN MICROWAVE MAST                     178 40 47.7
 AT1100
 AT1100|---------------------------------------------------------------------|
 AT1100| PID    Reference Object                     Distance      Geod. Az  |
 AT1100|                                                           dddmmss.s |
 AT1100| AT1105 NAIRN MICROWAVE MAST                APPROX. 8.1 KM 1772327.5 |
 AT1100| DD6250 AMERICAN RM 2                        11.133 METERS 20114     |
 AT1100| AT1151 PORT SULPHUR FREEPORT CO STACK      APPROX. 7.5 KM 2474338.2 |
 AT1100| AT1156 PORT SULPHUR FREEPORT CO TANK       APPROX. 7.4 KM 2523829.8 |
 AT1100| AT1153 PORT SULPHUR FREEPORT CO TOWER      APPROX. 7.8 KM 2565023.5 |
 AT1100| AT1295 PORT SULPHUR RAD KBJ 861 MAST       APPROX.11.3 KM 2830837.3 |
 AT1100| DD6249 AMERICAN RM 1                        19.563 METERS 29529     |
 AT1100|---------------------------------------------------------------------|
 AT1100
 AT1100                          SUPERSEDED SURVEY CONTROL
 AT1100
 AT1100  NAD 83(1986)-  29 29 30.03958(N)    089 37 00.52530(W) AD(       ) 2
 AT1100  NAD 27      -  29 29 29.26100(N)    089 37 00.30900(W) AD(       ) 2
 AT1100
 AT1100.Superseded values are not recommended for survey control.
 AT1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1100.See file dsdata.txt to determine how the superseded data were derived.
 AT1100
 AT1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4629365314(NAD 83)
 AT1100_MARKER: DS = TRIANGULATION STATION DISK
 AT1100_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1100_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1100
 AT1100  HISTORY     - Date     Condition        Report By
 AT1100  HISTORY     - 1934     MONUMENTED       CGS
 AT1100  HISTORY     - 1966     GOOD             CGS
 AT1100  HISTORY     - 1969     GOOD             CGS
 AT1100
 AT1100                          STATION DESCRIPTION
 AT1100
 AT1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1100'ON THE S SHORE OF AMERICAN
 AT1100'BAY, 0.5 MILE W OF ITS ENTRANCE TO COX BAY,
 AT1100'AMONG SMALL MANGROVE BUSHES ON THE E
 AT1100'SHORE OF A SMALL COVE, 44
 AT1100'METERS (144 FEET) INSHORE FROM THE BAY, AND 52 METERS (171 FEET)
 AT1100'INSHORE FROM THE COVE.  THE STATION IS MARKED BY A STANDARD BRONZE
 AT1100'DISK SET IN
 AT1100'CONCRETE AT THE TOP OF A TILE
 AT1100'REFERENCE MARK NO. 1 IS A
 AT1100'STANDARD BRONZE REFERENCE DISK SET IN CONCRETE IN
 AT1100'HARD MARSH GROUND AMONG
 AT1100'MANGROVE BUSHES, 25 METERS (82 FEET) FROM THE BAY, AND 19.555
 AT1100'METERS (64.16 FEET) FROM THE STATION
 AT1100'REFERENCE MARK
 AT1100'NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 AT1100'CONCRETE.
 AT1100'IS IN HARD MARSH GROUND AMONG
 AT1100'MANGROVE BUSHES 11.136 METERS (36.54 FEET) FROM
 AT1100'THE STATION.
 AT1100'THE DISTANCE BETWEEN THE REFERENCE
 AT1100'MARKS IS 23.215 METERS (76.16 FEET).
 AT1100
 AT1100                          STATION RECOVERY (1966)
 AT1100
 AT1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1100'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 AT1100'IN GOOD CONDITION.
 AT1100'THE DISTANCE TO REFERENCE MARKS CHECKED BUT A
 AT1100'DIFFERENCE OF 3 MINUTES AND 24.0
 AT1100'SECONDS BETWEEN THE REFERENCE MARKS
 AT1100'WAS FOUND.  THE FOLLOWING IS A COMPLETE NEW DESCRIPION.
 AT1100'
 AT1100'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF BURAS, ABOUT 6
 AT1100'MILES NORTH OF
 AT1100'EMPIRE, ABOUT 4 MILES NORTHEAST OF PORT SULHPUR, ABOUT
 AT1100'2-1/2 MILES NORTH OF THE
 AT1100'MISSISSIPPI RIVER AND ABOUT 1 MILE NORTH OF COX BAY.
 AT1100'
 AT1100'STATION MARK, A STANDARD DISK STAMPED AMERICAN 1934, IS SET IN THE
 AT1100'TOP OF A SQUARE
 AT1100'CONCRETE POST WHICH IS SET ABOUT 6 INCHES BELOW THE
 AT1100'SURFACE OF THE GROUND.  THE MARK
 AT1100'IS 132 FEET EAST OF THE WEST WATER
 AT1100'EDGE, 60 FEET SOUTH OF NORTH WATER EDGE, 1 FOOT
 AT1100'SOUTH OF WITNESS POST
 AT1100'AND 1 FOOT EAST OF OLD IRON PIPE WHICH PROJECTS ABOUT 4 INCHES.
 AT1100'
 AT1100'REFERENCE MARK 1, A STANDARD DISK STAMPED AMERICAN NO 1 1934 IS
 AT1100'SET IN THE TOP OF
 AT1100'A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 AT1100'THE MARK IS 63.7 FEET NORTHEAST OF
 AT1100'WITNESS POST, 27 FEET EAST OF WEST
 AT1100'WATER EDGE AND 25 FEET SOUTH OF NORTH WATER EDGE.
 AT1100'
 AT1100'REFERENCE MARK 2, A STANDARD DISK STAMPED AMERICAN NO 2 1934, IS
 AT1100'SET IN THE TOP OF
 AT1100'A SQUARE CONCRETE POST WHICH IS SET ABOUT 6 INCHES
 AT1100'BELOW THE SURFACE OF THE GROUND.
 AT1100'THE MARK IS 92 FEET EAST OF THE WEST
 AT1100'WATER EDGE, 91 FEET SOUTH OF NORTH WATER EDGE AND 37
 AT1100'FEET SOUTHEAST OF WITNESS POST.
 AT1100'
 AT1100'NO AZIMUTH MARK WAS SET.
 AT1100'
 AT1100'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 METERS.
 AT1100
 AT1100                          STATION RECOVERY (1969)
 AT1100
 AT1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1100'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1100'AFTER HURRICANE CAMILLE.  THE RMS WERE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2646 ***********************************************************************
 AU2646  DESIGNATION -  AMERICAN 1929
 AU2646  PID         -  AU2646
 AU2646  STATE/COUNTY-  LA/ORLEANS
 AU2646  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2646
 AU2646                         *CURRENT SURVEY CONTROL
 AU2646  ___________________________________________________________________
 AU2646* NAD 83(1992)-  29 57 08.21420(N)    090 04 14.90409(W)     ADJUSTED  
 AU2646* NAVD 88     -        85.   **(meters)     279.   **(feet)  SCALED    
 AU2646  **This station is located in a subsidence area (see below).
 AU2646  ___________________________________________________________________
 AU2646  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AU2646  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU2646
 AU2646  HORZ ORDER  -  FIRST
 AU2646
 AU2646.The horizontal coordinates were established by classical geodetic methods
 AU2646.and adjusted by the National Geodetic Survey in January 1993..
 AU2646
 AU2646 ** The orthometric height has not been validated since last determined
 AU2646 ** by differential leveling and should not be used for control purposes.
 AU2646 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2646 ** area with valid NAVD 88 orthometric heights.
 AU2646 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2646 ** epoch indicated which incorporates improved geoid heights for the
 AU2646 ** Southern Louisiana Subsidence area.
 AU2646 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2646.The orthometric height was scaled from a topographic map.
 AU2646
 AU2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2646
 AU2646.The geoid height was determined by GEOID03.
 AU2646
 AU2646;                    North         East     Units Scale Factor Converg.
 AU2646;SPC LA S     -   161,648.482 1,121,863.265   MT  0.99992610   +0 37 52.6
 AU2646;SPC LA S     -   530,341.73  3,680,646.40   sFT  0.99992610   +0 37 52.6
 AU2646;UTM  15      - 3,317,107.911   782,711.178   MT  1.00058623   +1 27 48.4
 AU2646;UTM  16      - 3,317,465.717   203,614.545   MT  1.00068396   -1 32 03.5
 AU2646
 AU2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2646!SPC LA S     -   0.99999067  x   0.99992610  =   0.99991678
 AU2646!UTM  15      -   0.99999067  x   1.00058623  =   1.00057690
 AU2646!UTM  16      -   0.99999067  x   1.00068396  =   1.00067463
 AU2646
 AU2646:                Primary Azimuth Mark                     Grid Az
 AU2646:SPC LA S     -  ALGIERS NAVAL STA EAST RAD TWR           097 03 00.0
 AU2646:UTM  15      -  ALGIERS NAVAL STA EAST RAD TWR           096 13 04.2
 AU2646:UTM  16      -  ALGIERS NAVAL STA EAST RAD TWR           099 12 56.1
 AU2646
 AU2646|---------------------------------------------------------------------|
 AU2646| PID    Reference Object                     Distance      Geod. Az  |
 AU2646|                                                           dddmmss.s |
 AU2646| AU2696 ALGIERS NAVAL STA EAST RAD TWR      APPROX. 3.9 KM 0974052.6 |
 AU2646| AU2695 ALGIERS NAVAL STA WEST RAD TWR      APPROX. 3.7 KM 0975311.4 |
 AU2646| AU2698 LEE                                 APPROX. 5.5 KM 1123732.9 |
 AU2646| AU2736 NEW ORLEANS MARKET ST PP S STK      APPROX. 2.5 KM 1650926.6 |
 AU2646| AU2713 NEW ORLEANS MARKET ST PP N STK      APPROX. 2.5 KM 1653719.1 |
 AU2646| AU2746 PUMPHOUSE STACK                     APPROX.12.8 KM 1734828.9 |
 AU2646| AU2679 EAST HIGH LINE CROSSING N POLE      APPROX. 7.6 KM 1820732.8 |
 AU2646| AU2680 HARVEY WATER TANK                   APPROX. 4.8 KM 1825724.1 |
 AU2646| AU2677 WEST HIGH LINE CROSSING N POLE      APPROX. 7.7 KM 1825811.8 |
 AU2646| AU2672 HARVEY E HIGH LINE TWR SW UPRT      APPROX. 5.0 KM 1925507.1 |
 AU2646| AU2671 HARVEY W HIGH LINE TWR SW UPRT      APPROX. 5.1 KM 1935918.6 |
 AU2646| AU2728 HARVEY SWIFT AND CO TANK            APPROX. 5.1 KM 1975636.9 |
 AU2646| AU2658 JEFFERSON DIST NO 2 BLACK TANK      APPROX. 6.4 KM 2020805.6 |
 AU2646| AU2656 HOPE HAVEN CONVENT BLACK TANK       APPROX. 7.4 KM 2033021.0 |
 AU2646|---------------------------------------------------------------------|
 AU2646
 AU2646                          SUPERSEDED SURVEY CONTROL
 AU2646
 AU2646  NAD 83(1986)-  29 57 08.22942(N)    090 04 14.90397(W) AD(       ) 1
 AU2646  NAD 27      -  29 57 07.49470(N)    090 04 14.64762(W) AD(       ) 1
 AU2646
 AU2646.Superseded values are not recommended for survey control.
 AU2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2646.See file dsdata.txt to determine how the superseded data were derived.
 AU2646
 AU2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8271117108(NAD 83)
 AU2646_MARKER: Z = SEE DESCRIPTION
 AU2646_SETTING: 0 = UNSPECIFIED SETTING
 AU2646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2646
 AU2646  HISTORY     - Date     Condition        Report By
 AU2646  HISTORY     - 1929     MONUMENTED       CGS
 AU2646  HISTORY     - 1952     GOOD             CGS
 AU2646  HISTORY     - 1954     GOOD             CGS
 AU2646  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AU2646  HISTORY     - 1972     GOOD             CGS
 AU2646
 AU2646                          STATION DESCRIPTION
 AU2646
 AU2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 AU2646'ON TOP OF THE AMERICAN BANK BUILDING, 210 CARONDELET STREET,
 AU2646'NEW ORLEANS, IN THE TOPING AT THE SE CORNER OF THE HIGHEST
 AU2646'PART OF THE WALL WHICH IS JUST E OF THE DOME, AND 0.762 METER
 AU2646'(2.50 FEET) W OF THE SE CORNER OF THE TOP OF THE BUILDING.
 AU2646
 AU2646                          STATION RECOVERY (1952)
 AU2646
 AU2646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2646'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AU2646'DESCRIPTION IS ADEQUATE AND COMPLETE.
 AU2646
 AU2646                          STATION RECOVERY (1954)
 AU2646
 AU2646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU2646'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 AU2646'IS ADEQUATE.
 AU2646
 AU2646                          STATION RECOVERY (1966)
 AU2646
 AU2646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2646'STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU2646'THE STAMPING WAS FOUND TO BE AMERICA INSTEAD OF AMERICAN
 AU2646'AS SHOWN ON THE OLD DATA.  REFERENCE MARK NO. 1 WAS ESTABLISHED
 AU2646'AT THIS TIME.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 AU2646'
 AU2646'NOTE--AN ECCENTRIC SET UP WAS MADE TO OBSERVE STATION WESTWEGO
 AU2646'2 1953 DUE TO BEING BLOCKED BY A BUILDING.  PERMISSION MUST
 AU2646'BE OBTAINED BEFORE VISITING THE STATION.  A PASS IS NEEDED
 AU2646'TO STAY ON THE BUILDING AFTER 4 P.M., CONTACT MR. ARCEANU ON
 AU2646'THE 10 TH. FLOOR WHO IS BUILDING MANAGER.  THE PHONE NUMBER
 AU2646'IS 525-7761.
 AU2646
 AU2646                          STATION RECOVERY (1972)
 AU2646
 AU2646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972 (JCA)
 AU2646'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 AU2646'CONDITION AS DESCRIBED IN 1966.  THE STAMPING WAS FOUND TO
 AU2646'BE AMERICA INSTEAD OF AMERICAN AS SHOWN ON THE OLD DATA.
 AU2646'
 AU2646'THE STATION WAS NOT OCCUPIED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2648 ***********************************************************************
 AU2648  DESIGNATION -  AMERICAN 1929 RM 1 1966
 AU2648  PID         -  AU2648
 AU2648  STATE/COUNTY-  LA/ORLEANS
 AU2648  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2648
 AU2648                         *CURRENT SURVEY CONTROL
 AU2648  ___________________________________________________________________
 AU2648* NAD 83(1992)-  29 57 08.25381(N)    090 04 14.92841(W)     ADJUSTED  
 AU2648* NAVD 88     -        85.4  **(meters)     280.   **(feet)  VERTCON   
 AU2648  **This station is located in a subsidence area (see below).
 AU2648  ___________________________________________________________________
 AU2648  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AU2648  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU2648
 AU2648  HORZ ORDER  -  FIRST
 AU2648
 AU2648.The horizontal coordinates were established by classical geodetic methods
 AU2648.and adjusted by the National Geodetic Survey in January 1993..
 AU2648
 AU2648 ** The orthometric height has not been validated since last determined
 AU2648 ** by differential leveling and should not be used for control purposes.
 AU2648 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2648 ** area with valid NAVD 88 orthometric heights.
 AU2648 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2648 ** epoch indicated which incorporates improved geoid heights for the
 AU2648 ** Southern Louisiana Subsidence area.
 AU2648 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2648
 AU2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2648
 AU2648.The geoid height was determined by GEOID03.
 AU2648
 AU2648;                    North         East     Units Scale Factor Converg.
 AU2648;SPC LA S     -   161,649.694 1,121,862.599   MT  0.99992610   +0 37 52.6
 AU2648;SPC LA S     -   530,345.70  3,680,644.21   sFT  0.99992610   +0 37 52.6
 AU2648;UTM  15      - 3,317,109.114   782,710.495   MT  1.00058623   +1 27 48.4
 AU2648;UTM  16      - 3,317,466.955   203,613.926   MT  1.00068396   -1 32 03.5
 AU2648
 AU2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2648!SPC LA S     -   0.99999067  x   0.99992610  =   0.99991678
 AU2648!UTM  15      -   0.99999067  x   1.00058623  =   1.00057690
 AU2648!UTM  16      -   0.99999067  x   1.00068396  =   1.00067463
 AU2648
 AU2648:                Primary Azimuth Mark                     Grid Az
 AU2648:SPC LA S     -  NEW ORLEANS TV STA WGNO TOWER            117 08 40.5
 AU2648:UTM  15      -  NEW ORLEANS TV STA WGNO TOWER            116 18 44.7
 AU2648:UTM  16      -  NEW ORLEANS TV STA WGNO TOWER            119 18 36.6
 AU2648
 AU2648|---------------------------------------------------------------------|
 AU2648| PID    Reference Object                     Distance      Geod. Az  |
 AU2648|                                                           dddmmss.s |
 AU2648| AU2712 NEW ORLEANS TV STA WGNO TOWER       APPROX. 0.8 KM 1174633.1 |
 AU2648| AU2670 HARVEY RM 4                         APPROX. 5.1 KM 1943828.7 |
 AU2648|---------------------------------------------------------------------|
 AU2648
 AU2648                          SUPERSEDED SURVEY CONTROL
 AU2648
 AU2648  NAD 83(1986)-  29 57 08.26967(N)    090 04 14.92769(W) AD(       ) 1
 AU2648  NAD 27      -  29 57 07.53572(N)    090 04 14.66866(W) AD(       ) 1
 AU2648  NGVD 29 (07/19/86)   85.5    (m)          281.     (f) VERT ANG       
 AU2648
 AU2648.Superseded values are not recommended for survey control.
 AU2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2648.See file dsdata.txt to determine how the superseded data were derived.
 AU2648
 AU2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8271017109(NAD 83)
 AU2648_MARKER: DR = REFERENCE MARK DISK
 AU2648_SETTING: 0 = UNSPECIFIED SETTING
 AU2648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2648
 AU2648  HISTORY     - Date     Condition        Report By
 AU2648  HISTORY     - 1966     MONUMENTED       CGS
 AU2648  HISTORY     - 1972     GOOD             NGS
 AU2648
 AU2648                          STATION DESCRIPTION
 AU2648
 AU2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2648'STATION IS LOCATED IN DOWNTOWN NEW ORLEANS ATOP THE AMERICAN
 AU2648'BANK BUILDING.
 AU2648'
 AU2648'STATION MARK, A STANDARD DISK STAMPED AMERICA 1929, IS CEMENTED
 AU2648'IN A DRILL HOLE IN CONCRETE IN THE SOUTHEAST WALL AND FLUSH
 AU2648'WITH THE SURFACE.
 AU2648'
 AU2648'REFERENCE MARK NO.1, A STANDARD DISK STAMPED AMERICA NO 1 1929,
 AU2648'IS CEMENTED IN A DRILL HOLE IN THE ROOF OF THE BUILDING AND
 AU2648'SURROUNDED BY CONCRETE.  IT IS 12 FEET SOUTH OF A ROOF VENT,
 AU2648'6 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING AND
 AU2648'3 FEET NORTH OF THE SOUTH WALL OF THE BUILDING.
 AU2648'
 AU2648'NOTE--PERMISSION MUST BE OBTAINED BEFORE VISITING THIS STATION.
 AU2648
 AU2648                          STATION RECOVERY (1972)
 AU2648
 AU2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2648'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AU2648'IN 1966.  THE STAMPING WAS FOUND TO BE AMERICA NO 1 1929
 AU2648'INSTEAD OF AMERICAN 1966 AS WOULD BE INDICATED.
 AU2648'
 AU2648'THIS STATION WAS OCCUPIED AT THIS TIME TO MAKE A TIE TO
 AU2648'STATION ONE SHELL SQUARE, ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2740 ***********************************************************************
 AU2740  DESIGNATION -  AMES
 AU2740  PID         -  AU2740
 AU2740  STATE/COUNTY-  LA/JEFFERSON
 AU2740  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2740
 AU2740                         *CURRENT SURVEY CONTROL
 AU2740  ___________________________________________________________________
 AU2740* NAD 83(1992)-  29 52 39.07236(N)    090 06 51.09529(W)     ADJUSTED  
 AU2740* NAVD 88     -         0.53   (+/-2cm)       1.7  **(feet)  VERTCON   
 AU2740  **This station is located in a subsidence area (see below).
 AU2740  ___________________________________________________________________
 AU2740  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2740  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AU2740
 AU2740  HORZ ORDER  -  SECOND
 AU2740  VERT ORDER  -  THIRD ? (See Below)
 AU2740
 AU2740.The horizontal coordinates were established by classical geodetic methods
 AU2740.and adjusted by the National Geodetic Survey in January 1993..
 AU2740
 AU2740 ** The orthometric height has not been validated since last determined
 AU2740 ** by differential leveling and should not be used for control purposes.
 AU2740 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2740 ** area with valid NAVD 88 orthometric heights.
 AU2740 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2740 ** epoch indicated which incorporates improved geoid heights for the
 AU2740 ** Southern Louisiana Subsidence area.
 AU2740 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2740.The vertical order pertains to the NGVD 29 superseded value.
 AU2740
 AU2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2740
 AU2740.The geoid height was determined by GEOID03.
 AU2740
 AU2740;                    North         East     Units Scale Factor Converg.
 AU2740;SPC LA S     -   153,316.807 1,117,763.786   MT  0.99992805   +0 36 34.5
 AU2740;SPC LA S     -   503,006.89  3,667,196.69   sFT  0.99992805   +0 36 34.5
 AU2740;UTM  15      - 3,308,712.273   778,730.329   MT  1.00055866   +1 26 18.6
 AU2740
 AU2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2740!SPC LA S     -   1.00000398  x   0.99992805  =   0.99993203
 AU2740!UTM  15      -   1.00000398  x   1.00055866  =   1.00056264
 AU2740
 AU2740|---------------------------------------------------------------------|
 AU2740| PID    Reference Object                     Distance      Geod. Az  |
 AU2740|                                                           dddmmss.s |
 AU2740| DD6252 AMES RM 2                            16.551 METERS 14335     |
 AU2740| DD6251 AMES AZ MK                                         1602006.8 |
 AU2740| AU2757 BELLE CHASSE COMM CO RAD MAST       APPROX. 5.1 KM 1674416.6 |
 AU2740| AU2124 AMES RM 1                             6.909 METERS 31320     |
 AU2740|---------------------------------------------------------------------|
 AU2740
 AU2740                          SUPERSEDED SURVEY CONTROL
 AU2740
 AU2740  NAD 83(1986)-  29 52 39.08757(N)    090 06 51.09547(W) AD(       ) 2
 AU2740  NAD 27      -  29 52 38.34558(N)    090 06 50.83155(W) AD(       ) 2
 AU2740  NGVD 29 (07/19/86)    0.61   (m)            2.0    (f) LEVELING    3  
 AU2740
 AU2740.Superseded values are not recommended for survey control.
 AU2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2740.See file dsdata.txt to determine how the superseded data were derived.
 AU2740
 AU2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7873008712(NAD 83)
 AU2740_MARKER: DD = SURVEY DISK
 AU2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2740
 AU2740  HISTORY     - Date     Condition        Report By
 AU2740  HISTORY     - 1972     MONUMENTED       LADH
 AU2740
 AU2740                          STATION DESCRIPTION
 AU2740
 AU2740'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2740'THE STATION IS LOCATED 2 MILES SOUTH OF MARRERO, 6 MILES NORTHWEST
 AU2740'OF BELLE CHASSE AND 4 MILES SOUTHWEST OF GRETNA, IN THE NORTHWEST
 AU2740'QUARTER OF SECTION 7, T14S, R28E, AND ON THE PROPERTY OWNED BY THE
 AU2740'LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2740'
 AU2740'TO REACH THE STATION FROM THE JUNCTION OF THE WEST BANK EXPRESSWAY
 AU2740'AND AMES BOULEVARD IN WALKERTOWN, DRIVE SOUTHEAST ALONG AMES
 AU2740'BOULEVARD FOR 1.2 MILES TO THE AMES OUTFLOW PUMPING STATION.  THE
 AU2740'STATION IS SET ON THE WEST SIDE OF THE ROAD NEAR THE GATE TO THE
 AU2740'ENTRANCE TO THE PUMPING STATION.
 AU2740'
 AU2740'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG AMES
 AU2740'BOULEVARD FOR 0.54 MILE.  THE MARK IS SET ON THE EAST SIDE OF AMES
 AU2740'BOULEVARD AND NORTH OF CHARLESTON DRIVE NEAR A POWER POLE WITH A
 AU2740'TRANSFORMER.
 AU2740'
 AU2740'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2740'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2740'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER BOX.  IT IS 12
 AU2740'INCHES BELOW THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE
 AU2740'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 AU2740'GROUND SURFACE.  THEY ARE STAMPED AMES 1972.
 AU2740'THE MARK IS 35 FEET WEST OF THE CENTER OF AMES
 AU2740'BOULEVARD, 33 FEET EAST-SOUTHEAST OF THE CENTER OF A DOUBLE
 AU2740'SWING GATE BY THE AMES BOULEVARD PUMPING STATION ON AN OUTFALL
 AU2740'CANAL, 17 FEET NORTH-NORTHWEST OF A POWER POLE, 1.5 FEET EAST OF A
 AU2740'FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.
 AU2740'
 AU2740'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2740'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2740'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2740'STAMPED AMES R.M. 1 1972.  IT IS 83 FEET NORTH-NORTHEAST OF A
 AU2740'POWER POLE, 57 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 AU2740'AMES BOULEVARD PUMPING STATION, 9 FEET EAST-SOUTHEAST OF THE
 AU2740'CENTER OF A SHELL DRIVE, AND 2 FEET WEST-SOUTHWEST OF A FENCE.
 AU2740'
 AU2740'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2740'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2740'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2740'STAMPED AMES R.M. 2 1972.  IT IS 86 FEET SOUTH OF THE CENTER OF A
 AU2740'SHELL ROAD, 45 FEET SOUTHEAST OF A POWER POLE, 27 FEET WEST OF
 AU2740'THE CENTER OF AMES BOULEVARD, AND 4 FEET EAST OF A FENCE.
 AU2740'
 AU2740'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2740'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2740'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2740'STAMPED AMES AZ. MK. 1972.  IT IS 30 FEET NORTH OF THE CENTER OF
 AU2740'CHARLESTON DRIVE, 21 FEET EAST OF THE CENTER OF AMES BOULEVARD,
 AU2740'19 FEET NORTH OF A POWER POLE WITH TRANSFORMER, AND 2 FEET NORTH
 AU2740'OF A METAL WITNESS POST AND SIGN.
 AU2740'
 AU2740'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2124 ***********************************************************************
 AU2124  DESIGNATION -  AMES RM 1
 AU2124  PID         -  AU2124
 AU2124  STATE/COUNTY-  LA/JEFFERSON
 AU2124  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2124
 AU2124                         *CURRENT SURVEY CONTROL
 AU2124  ___________________________________________________________________
 AU2124* NAD 83(1992)-  29 52 39.22636(N)    090 06 51.28255(W)     ADJUSTED  
 AU2124* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2124  **This station is located in a subsidence area (see below).
 AU2124  ___________________________________________________________________
 AU2124  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2124  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AU2124  DYNAMIC HT  -           0.9   (meters)       3.    (feet)  COMP
 AU2124  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 AU2124  OBS GRAVITY -     979,308.4   (mgal)                       GRAV_OBS
 AU2124
 AU2124  HORZ ORDER  -  SECOND
 AU2124  VERT ORDER  -  THIRD (See Below)
 AU2124
 AU2124.The horizontal coordinates were established by classical geodetic methods
 AU2124.and adjusted by the National Geodetic Survey in January 1993..
 AU2124
 AU2124 ** The orthometric height has not been validated since last determined
 AU2124 ** by differential leveling and should not be used for control purposes.
 AU2124 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2124 ** area with valid NAVD 88 orthometric heights.
 AU2124 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2124 ** epoch indicated which incorporates improved geoid heights for the
 AU2124 ** Southern Louisiana Subsidence area.
 AU2124 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2124.The orthometric height was scaled from a topographic map.
 AU2124.The vertical order pertains to the first NAVD 88 superseded value.
 AU2124
 AU2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2124
 AU2124.The geoid height was determined by GEOID03.
 AU2124
 AU2124.The dynamic height is computed by dividing the NAVD 88
 AU2124.geopotential number by the normal gravity value computed on the
 AU2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2124.degrees latitude (g = 980.6199 gals.).
 AU2124
 AU2124.The modeled gravity was interpolated from observed gravity values.
 AU2124.The observed gravity was obtained from relative gravimeter ties
 AU2124.to the IGSN71 gravity network.
 AU2124
 AU2124;                    North         East     Units Scale Factor Converg.
 AU2124;SPC LA S     -   153,321.495 1,117,758.711   MT  0.99992805   +0 36 34.4
 AU2124;SPC LA S     -   503,022.27  3,667,180.04   sFT  0.99992805   +0 36 34.4
 AU2124;UTM  15      - 3,308,716.890   778,725.184   MT  1.00055863   +1 26 18.5
 AU2124
 AU2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2124!SPC LA S     -   1.00000392  x   0.99992805  =   0.99993197
 AU2124!UTM  15      -   1.00000392  x   1.00055863  =   1.00056255
 AU2124
 AU2124|---------------------------------------------------------------------|
 AU2124| PID    Reference Object                     Distance      Geod. Az  |
 AU2124|                                                           dddmmss.s |
 AU2124| AU2740 AMES                                  6.909 METERS 13320     |
 AU2124| AU2758 VISITATION                          APPROX. 2.6 KM 1704635.8 |
 AU2124|---------------------------------------------------------------------|
 AU2124
 AU2124                          SUPERSEDED SURVEY CONTROL
 AU2124
 AU2124  NAD 83(1986)-  29 52 39.24169(N)    090 06 51.28287(W) AD(       ) 2
 AU2124  NAD 27      -  29 52 38.49958(N)    090 06 51.01881(W) AD(       ) 2
 AU2124  NAVD 88 (06/15/91)    0.971  (m)            3.19   (f) UNKNOWN     1 2
 AU2124  NGVD 29 (??/??/??)    1.006  (m)            3.30   (f) ADJUSTED    1 2
 AU2124
 AU2124.Superseded values are not recommended for survey control.
 AU2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2124.See file dsdata.txt to determine how the superseded data were derived.
 AU2124
 AU2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7872508717(NAD 83)
 AU2124_MARKER: DR = REFERENCE MARK DISK
 AU2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2124_SP_SET: CONCRETE POST
 AU2124_STAMPING: AMES NO 1 1972
 AU2124_MARK LOGO: NGS   
 AU2124_PROJECTION: PROJECTING 2 CENTIMETERS
 AU2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2124+STABILITY: SURFACE MOTION
 AU2124
 AU2124  HISTORY     - Date     Condition        Report By
 AU2124  HISTORY     - 1972     MONUMENTED       NGS
 AU2124  HISTORY     - 1984     GOOD             NGS
 AU2124  HISTORY     - 1984     GOOD             LA-051
 AU2124  HISTORY     - 19941128 MARK NOT FOUND   NGS
 AU2124
 AU2124                          STATION DESCRIPTION
 AU2124
 AU2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2124'1.8 KM (1.1 MI) SOUTH FROM MARRERO.
 AU2124'1.8 KM (1.1 MI) SOUTH ALONG AMES BOULEVARD FROM THE JUNCTION OF WEST
 AU2124'BANK EXPRESSWAY IN MARRERO, AT THE AMES PUMPING STATION, AND SET IN
 AU2124'THE MIDDLE OF A SHELL ROAD LEADING TO THE PUMPING STATION, 13.1 METERS
 AU2124'(42.9 FT) WEST OF CENTERLINE OF AMES BOULEVARD, 10.8 METERS (35.4 FT)
 AU2124'NORTH-NORTHWEST OF A GUYED POWER LINE POLE, 29.8 METERS (97.8 FT)
 AU2124'EAST-NOTHEAST OF BENCH MARK U 190 AND 8.2 METERS (26.9 FT) EAST OF
 AU2124'EAST END OF A RETAINING WALL.  NOTE, MONUMENT HAS BEEN CLIPPED BY A
 AU2124'ROAD GRADER BUT WAS FOUND TO BE STABLE.
 AU2124'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 AU2124
 AU2124                          STATION RECOVERY (1984)
 AU2124
 AU2124'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2124'RECOVERED IN GOOD CONDITION.
 AU2124
 AU2124                          STATION RECOVERY (1994)
 AU2124
 AU2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2124'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1758 ***********************************************************************
 BJ1758  DESIGNATION -  AMITE
 BJ1758  PID         -  BJ1758
 BJ1758  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1758  USGS QUAD   -  AMITE (1974)
 BJ1758
 BJ1758                         *CURRENT SURVEY CONTROL
 BJ1758  ___________________________________________________________________
 BJ1758* NAD 83(1992)-  30 43 36.91717(N)    090 30 14.00292(W)     ADJUSTED  
 BJ1758* NAVD 88     -        33.734  (meters)     110.68   (feet)  ADJUSTED  
 BJ1758  ___________________________________________________________________
 BJ1758  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ1758  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1758  DYNAMIC HT  -          33.690 (meters)     110.53  (feet)  COMP
 BJ1758  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1758
 BJ1758  HORZ ORDER  -  SECOND
 BJ1758  VERT ORDER  -  FIRST     CLASS I
 BJ1758
 BJ1758.The horizontal coordinates were established by classical geodetic methods
 BJ1758.and adjusted by the National Geodetic Survey in January 1993..
 BJ1758
 BJ1758.The orthometric height was determined by differential leveling
 BJ1758.and adjusted by the National Geodetic Survey in February 1994..
 BJ1758
 BJ1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1758
 BJ1758.The geoid height was determined by GEOID03.
 BJ1758
 BJ1758.The dynamic height is computed by dividing the NAVD 88
 BJ1758.geopotential number by the normal gravity value computed on the
 BJ1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1758.degrees latitude (g = 980.6199 gals.).
 BJ1758
 BJ1758.The modeled gravity was interpolated from observed gravity values.
 BJ1758
 BJ1758;                    North         East     Units Scale Factor Converg.
 BJ1758;SPC LA S     -   247,135.580 1,079,440.009   MT  1.00000584   +0 24 53.0
 BJ1758;SPC LA S     -   810,810.65  3,541,462.76   sFT  1.00000584   +0 24 53.0
 BJ1758;UTM  15      - 3,401,999.756   739,006.560   MT  1.00030473   +1 16 33.5
 BJ1758
 BJ1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1758!SPC LA S     -   0.99999898  x   1.00000584  =   1.00000482
 BJ1758!UTM  15      -   0.99999898  x   1.00030473  =   1.00030371
 BJ1758
 BJ1758|---------------------------------------------------------------------|
 BJ1758| PID    Reference Object                     Distance      Geod. Az  |
 BJ1758|                                                           dddmmss.s |
 BJ1758| BJ1757 AMITE RM 3                           42.971 METERS 00103     |
 BJ1758| BJ1752 AMITE AZ MK                                        1771341.8 |
 BJ1758| BJ4190 INDEPENDENCE MUNICIPAL TANK         APPROX.10.2 KM 1774806.4 |
 BJ1758| BJ1759 AMITE RM 2                           34.912 METERS 25858     |
 BJ1758| BJ4560 ROSELAND LUMBER MILL TANK           APPROX. 4.2 KM 3502417.5 |
 BJ1758| CV9590 AMITE RM 1                           49.990 METERS 35143     |
 BJ1758|---------------------------------------------------------------------|
 BJ1758
 BJ1758                          SUPERSEDED SURVEY CONTROL
 BJ1758
 BJ1758  NAD 83(1986)-  30 43 36.93102(N)    090 30 13.99952(W) AD(       ) 2
 BJ1758  NAD 27      -  30 43 36.26191(N)    090 30 13.66612(W) AD(       ) 2
 BJ1758  NAVD 88 (06/15/91)   33.783  (m)          110.84   (f) UNKNOWN     1 1
 BJ1758  NGVD 29 (??/??/??)   33.765  (m)          110.78   (f) ADJUSTED    1 1
 BJ1758
 BJ1758.Superseded values are not recommended for survey control.
 BJ1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1758.See file dsdata.txt to determine how the superseded data were derived.
 BJ1758
 BJ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3900702000(NAD 83)
 BJ1758_MARKER: DS = TRIANGULATION STATION DISK
 BJ1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1758_SP_SET: CONCRETE POST
 BJ1758_STAMPING: AMITE 1939
 BJ1758_MARK LOGO: CGS   
 BJ1758_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1758+STABILITY: SURFACE MOTION
 BJ1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1758+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 BJ1758
 BJ1758  HISTORY     - Date     Condition        Report By
 BJ1758  HISTORY     - 1939     MONUMENTED       CGS
 BJ1758  HISTORY     - 1954     GOOD             CGS
 BJ1758  HISTORY     - 1955     MARK NOT FOUND   USGS
 BJ1758  HISTORY     - 1964     GOOD             CGS
 BJ1758  HISTORY     - 1969     GOOD             CGS
 BJ1758  HISTORY     - 1969     GOOD             CGS
 BJ1758  HISTORY     - 1969     GOOD             CGS
 BJ1758  HISTORY     - 19920611 GOOD             NGS
 BJ1758  HISTORY     - 20060110 GOOD             FRELAN
 BJ1758
 BJ1758                          STATION DESCRIPTION
 BJ1758
 BJ1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ1758'THE STATION IS LOCATED IN THE SE CORNER OF THE TANGIPAHOA
 BJ1758'PARISH COURTHOUSE SQUARE IN AMITE, LOUISIANA.  ABOUT THREE
 BJ1758'BLOCKS E OF THE ILLINOIS CENTRAL RAILROAD AND U.S. HIGHWAY
 BJ1758'51.  40 FEET W OF THE CENTER LINE OF MYRTLE STREET (A N
 BJ1758'AND S PAVED STREET).  70-1/2 FEET N OF THE CENTER LINE OF
 BJ1758'OAK STREET (AN E AND W PAVED STREET).  ON THE INSIDE EDGE
 BJ1758'OF THE SIDEWALK LINES.  THE MARK IS FLUSH
 BJ1758'WITH THE SURFACE OF THE GROUND.  AND IS STAMPED AMITE 1939.
 BJ1758'
 BJ1758'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ1758'DISKS SET IN CONCRETE.
 BJ1758'
 BJ1758'REFERENCE MARK NO. 1 IS LOCATED 164.01 FEET, (49.990 METERS),
 BJ1758'N OF THE STATION.  20 FEET S OF THE CENTER LINE OF A GRAVELED
 BJ1758'E AND W COURTHOUSE DRIVE.  AND 61 FEET W OF THE CENTER LINE
 BJ1758'OF MYRTLE STREET.  THE MARK IS FLUSH WITH THE
 BJ1758'SURFACE OF THE GROUND, AND STAMPED AMITE NO. 1 1939.
 BJ1758'
 BJ1758'REFERENCE MARK NO. 2 IS LOCATED 114.54 FEET, (34.912 METERS),
 BJ1758'WSW OF THE STATION.  50 FEET N OF THE CENTER LINE OF OAK STREET.
 BJ1758'29 FEET ENE OF A HIGH LINE POLE.  AND AT THE N EDGE OF AN
 BJ1758'E AND W SIDEWALK.  THE MARK IS FLUSH WITH THE
 BJ1758'SURFACE OF THE GROUND, AND IS STAMPED AMITE NO. 2 1939.
 BJ1758'
 BJ1758'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE S OF THE STATION.
 BJ1758'IN THE SE CORNER OF THE INTERSECTION OF PALMETTO AND MYRTLE
 BJ1758'STREETS.  29 FEET S OF THE CENTER LINE OF PALMETTO STREET.
 BJ1758'36 FEET E OF THE CENTER LINE OF MYRTLE STREET.  AND AT THE
 BJ1758'S EDGE OF AN E AND W SIDEWALK.  THE MARK IS FLUSH
 BJ1758'WITH SURFACE OF THE GROUND, AND IS STAMPED AMITE 1939.
 BJ1758'
 BJ1758'A 90-FOOT TOWER IS NEEDED AT AMITE TO SEE A 90-FOOT TOWER
 BJ1758'AT COSTANZA.
 BJ1758'
 BJ1758'A 64-FOOT TOWER IS NEEDED AT AMITE TO SEE A 90-FOOT TOWER
 BJ1758'AT HOLY HILL.
 BJ1758'
 BJ1758'A 64-FOOT TOWER IS NEEDED AT AMITE TO SEE A 103-FOOT TOWER
 BJ1758'AT CLEVELAND.
 BJ1758'
 BJ1758'A 123-FOOT TOWER IS NEEDED AT AMITE TO SEE A 90-FOOT TOWER
 BJ1758'AT MC COY.
 BJ1758'
 BJ1758'HEIGHT OF LIGHT ABOVE STATION MARK - 40 METERS.
 BJ1758
 BJ1758                          STATION RECOVERY (1954)
 BJ1758
 BJ1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1758'THE STATION WAS VISITED, AND THE STATION MARK, REFERENCE
 BJ1758'MARK 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BJ1758'REFERENCE MARK 1 WAS DESTROYED WHEN THE DRIVEWAY TO THE
 BJ1758'COURTHOUSE WAS WIDENED.  REFERENCE MARK 3 WAS ESTABLISHED.
 BJ1758'THE AZIMUTH MARK IS IN GOOD CONDITION BUT IS OBSTRUCTED
 BJ1758'FROM THE STATION BY THE HIGH SCHOOL FOOTBALL STADIUM.  THE
 BJ1758'STATION MARK IS NOW 8 IN. BELOW THE SURFACE OF THE GROUND
 BJ1758'ON PROPERTY OWNED BY THE SCHOOL BOARD.  THE J.H. NEWTON, JR.,
 BJ1758'MEMORIAL BUILDING, OWNED BY THE TANGIPAHOA PARISH SCHOOL
 BJ1758'BOARD, HAS BEEN BUILT ON THE CORNER LOT.  A NEW DESCRIPTION
 BJ1758'FOLLOWS--
 BJ1758'
 BJ1758'THE STATION IS LOCATED AT THE NW CORNER OF THE INTERSECTION
 BJ1758'OF MYRTLE AND OAK STREETS IN AMITE.  IT IS 3 BLOCKS E OF
 BJ1758'THE RAILROAD STATION, 70.5 FT. N OF THE CENTERLINE OF OAK
 BJ1758'STREET, 40 FT. W OF THE CENTERLINE OF MYRTLE STREET, 1.5
 BJ1758'FT. E OF THE E SIDEWALK TO THE BUILDING, AND 13 FT. SE OF
 BJ1758'THE SE CORNER OF THE BUILDING.  IT IS A STANDARD DISK, STAMPED
 BJ1758'AMITE 1939 AND IS 8 IN. BELOW THE SURFACE OF THE GROUND.
 BJ1758'
 BJ1758'REFERENCE MARK 2 IS 114.54 FT. W-SW OF THE STATION, 50 FT.
 BJ1758'N OF THE CENTERLINE OF OAK STREET, 29 FT. E-NE OF A HIGH
 BJ1758'LINE POLE WITH A TRANSFORMER, AND AT THE N EDGE OF THE E-W
 BJ1758'SIDEWALK.  IT IS A STANDARD DISK, STAMPED AMITE NO 2 1939
 BJ1758'AND IS FLUSH WITH THE GROUND.
 BJ1758'
 BJ1758'REFERENCE MARK 3 IS 140.98 FT. N OF THE STATION, 36 FT. W
 BJ1758'OF THE CENTERLINE OF MYRTLE STREET, AND 47 FT. NE OF THE NE
 BJ1758'CORNER OF THE BUILDING.  IT IS A STANDARD DISK, STAMPED
 BJ1758'AMITE NO 3 1939 AND IS FLUSH WITH THE GROUND.
 BJ1758'
 BJ1758'THE AZIMUTH MARK IS 0.4 MI. S OF THE STATION, IN THE SE
 BJ1758'CORNER OF THE INTERSECTION OF PALMETTO AND MYRTLE STREETS,
 BJ1758'29 FT. S OF THE CENTERLINE OF PALMETTO STREET, 36 FT. E
 BJ1758'OF THE CENTERLINE OF MYRTLE STREET, AND AT THE S EDGE
 BJ1758'OF AN E-W SIDEWALK IT IS A STANDARD DISK, STAMPED AMITE 1939
 BJ1758'AND IS FLUSH WITH THE GROUND.
 BJ1758
 BJ1758                          STATION RECOVERY (1955)
 BJ1758
 BJ1758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BJ1758'NEW BUILDINGS HAVE BEEN PUT UP SINCE 1939.  THE POST MAY BE
 BJ1758'COVERED WITH DIRT IN THE COURTHOUSE LAWN.  NO DIGGING WAS
 BJ1758'DONE TO RECOVER THE POST.
 BJ1758
 BJ1758                          STATION RECOVERY (1964)
 BJ1758
 BJ1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1758'THE STATION MARK, REFERENCE MARKS NO. 2 AND 3 AND THE AZIMUTH
 BJ1758'MARK WERE ALL RECOVERED IN GOOD CONDITION.  THE STATION
 BJ1758'MAY BE REACHED BY GOING 0.25 MILE EAST ALONG MULBERRY STREET
 BJ1758'FROM THE ILLINOIS CENTRAL RAILROAD STATION AT AMITE, THENCE
 BJ1758'0.05 MILE SOUTH ALONG MYRTLE STREET, LOCATED AT THE NORTHWEST
 BJ1758'CORNER OF THE INTERSECTION OF MYRTLE AND OAK STREET, NEAR
 BJ1758'THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE, 40 FEET WEST
 BJ1758'OF THE CENTER LINE OF MYRTLE STREET, 70-1/2 FEET NORTHOF THE
 BJ1758'CENTER LINE OF OAK STREET, 13 FEET SOUTHEAST OF THE SOUTHEAST
 BJ1758'CORNER OF THE J.H. NEWTON MEMORIAL BUILDING, 1.4 FEET EAST
 BJ1758'OF THE EAST EDGE OF A SIDEWALK LEADING FROM STREET TO MEMORIAL
 BJ1758'BLDG, SET IN THE TOP
 BJ1758'OF A CONCRETE POST 8 INCHES BELOW THE LEVEL OF THE
 BJ1758'GROUND.  REFERENCE MARK NO. 2 IS 114.5 FEET WEST-SOUTHWEST
 BJ1758'OF THE STATION, 50 FEET NORTH OF THE CENTER LINE OF OAK STREET,
 BJ1758'0.5 FOOT NORTH OF NORTH EDGE OF A SIDEWALK, SET IN
 BJ1758'CONCRETE POST FLUSH WITH GROUND, REFERENCE MARK NO. 3
 BJ1758'IS 141.1 FEET NORTH OF THE STATION, 47 FEET NORTHEAST OF
 BJ1758'NORTHEAST CORNER OF MEMORIAL BUILDING.  THE AZIMUTH
 BJ1758'MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, NEAR THE
 BJ1758'SOUTHEAST CORNER OF INTERSECTION OF PALMETTO AND MYRTLE
 BJ1758'STREET, 31 FEET SE OF CENTER LINE OF PALMETTO ST AND
 BJ1758'SET IN CONCRETE POST FLUSH WITH GROUND.
 BJ1758
 BJ1758                          STATION RECOVERY (1969)
 BJ1758
 BJ1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RJT)
 BJ1758'THE STATION WAS VISITED 9/5/69 AND THE STATION MARK, NO. 2,
 BJ1758'NO. 3, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A
 BJ1758'NEW DESCRIPTION FOLLOWS--
 BJ1758'
 BJ1758'THE STATION IS LOCATED 0.25 MILES EAST OF ILLINOIS CENTRAL
 BJ1758'CROSSING AND AT THE CORNER OF MYRTLE STREET AND OAK STREET
 BJ1758'ON THE PROPERTY OWNED BY TANGIPAHOA PARISH.  IT IS 3 BLOCKS
 BJ1758'EAST OF THE RAILROAD STATION, 70.5 FEET NORTH OF THE CENTERLINE
 BJ1758'OF OAK STREET, 40.0 FEET WEST OF THE CENTERLINE OF MYRTLE
 BJ1758'STREET, 1.5 FEET EAST OF THE EAST EDGE OF SIDE WALK TO A
 BJ1758'BUILDING, AND 13 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BJ1758'OF THE BUILDING.  THE BUILDING IS THE TANGIPAHOA PARISH
 BJ1758'SCHOOL BOARD OFFICE.
 BJ1758'
 BJ1758'IT IS A STANDARD TRIANGULATION DISK, STAMPED AMITE 1939,
 BJ1758'8 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ1758'
 BJ1758'REFERENCE MARK NO. 2 IS 114.55 FEET WEST OF THE STATION.
 BJ1758'IT IS 50.0 FEET NORTH OF THE CENTERLINE OF OAK STREET, 30.50
 BJ1758'FEET SOUTH OF THE SOUTHWEST CORNER OF THE TANGIPAHOA SCHOOL
 BJ1758'BOARD OFFICE BUILDING 25.70 FEET EAST-NORTHEAST OF A POWER
 BJ1758'POLE WITH TRANSFORMER, 1.00 FOOT NORTH OF SIDEWALK.  IT IS
 BJ1758'A STANDARD DISK, STAMPED R.M. 2 AMITE 1939 6 INCHES BELOW
 BJ1758'THE SURFACE OF THE GROUND.
 BJ1758'
 BJ1758'REFERENCE MARK NO. 3 IS 140.58 FEET NORTH OF THE STATION.
 BJ1758'IT IS 13.0 FEET NORTH OF THE NORTH EDGE OF A DRIVE TO THE
 BJ1758'SCHOOL BOARD OFFICE, 36.0 FEET WEST OF THE CENTERLINE OF
 BJ1758'MYRTLE STREET, 24.0 FEET SOUTH OF THE CENTER OF A DRIVE
 BJ1758'TO THE COURTHOUSE PARKING AREA, AND 15.0 FEET EAST-NORTHEAST
 BJ1758'OF THE NORTHEAST CORNER OF THE SCHOOL BOARD OFFICE.
 BJ1758'
 BJ1758'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION.  IT IS
 BJ1758'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF PALMETTO AND
 BJ1758'MYRTLE STREETS, 29.0 FEET SOUTH OF THE CENTERLINE OF PALMETTO
 BJ1758'STREET, 36.0 FEET EAST OF THE CENTERLINE OF MYRTLE STREET,
 BJ1758'AND AT THE SOUTH EDGE OF A EAST-WEST SIDEWALK.  CANNOT OBSERVE
 BJ1758'FROM STATION OBSTRUCTION.  IT IS A STANDARD AZIMUTH MARK
 BJ1758'DISK, STAMPED AMITE 1939 FLUSH WITH THE SURFACE OF THE GROUND.
 BJ1758'
 BJ1758'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD
 BJ1758'STATION NORTH OF THE CROSSING ON OAK STREET, DRIVE EAST ON
 BJ1758'OAK STREET FOR 0.25 MILE (OR 3 BLOCKS) TO THE CORNER OF
 BJ1758'OAK STREET AND MYRTLE STEET.  STATION IS SET IN THE NORTHWEST
 BJ1758'QUADRANT OF THE INTERSECTION OF OAK AND MYRTLE STREETS NEAR
 BJ1758'THE SCHOOL BOARD OFFICE.
 BJ1758'
 BJ1758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN AMITE
 BJ1758
 BJ1758                          STATION RECOVERY (1969)
 BJ1758
 BJ1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BJ1758'STATION MARK, RM NO.2, RM NO. 3, AND AZ MARK RECOVERED IN GOOD
 BJ1758'CONDITION AS DESCRIBED.
 BJ1758'
 BJ1758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AMITE.
 BJ1758
 BJ1758                          STATION RECOVERY (1969)
 BJ1758
 BJ1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BJ1758'IN AMITE.
 BJ1758'AT AMITE, 0.25 MILE EAST ALONG EAST MULBERRY STREET FROM THE CROSSING
 BJ1758'OF THE ILLINOIS CENTRAL RAILROAD, THENCE 0.05 MILE SOUTH ALONG NORTH
 BJ1758'MYRTLE STREET, AT THE INTERSECTION OF NORTH MYRTLE STREET AND EAST OAK
 BJ1758'STREET, 70.5 FEET NORTH OF THE CENTER LINE OF EAST OAK STREET, 22.5
 BJ1758'FEET WEST OF THE WEST CURB OF NORTH MYRTLE STREET, 13 FEET SOUTHEAST
 BJ1758'OF THE SOUTHEAST CORNER OF THE J.H. NEWTON JR MEMORIAL BLDG, 21 FEET
 BJ1758'NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, 1.4 FEET EAST OF THE
 BJ1758'EAST EDGE OF ANOTHER SIDEWALK, SET IN THE TOP OF A CONCRETE POST 8
 BJ1758'INCHES BELOW THE LEVEL OF THE GROUND.  SEC 4, T 4S, R 7E.
 BJ1758
 BJ1758                          STATION RECOVERY (1992)
 BJ1758
 BJ1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1758'IN AMITE, AT THE INTERSECTION OF EAST OAK AND NORTH MYRTLE STREETS,
 BJ1758'42.8 M (140.4 FT) SOUTH OF REFERENCE MARK 3, 35.0 M (114.8 FT) EAST
 BJ1758'OF REFERENCE MARK 2, 21.5 M (70.5 FT) NORTH OF THE CENTERLINE OF EAST
 BJ1758'OAK STREET, 12.2 M (40.0 FT) EAST OF AND LEVEL WITH THE CENTER OF
 BJ1758'NORTH MYRTLE STREET, 4.1 M (13.5 FT) SOUTHEAST OF THE SOUTHEAST
 BJ1758'CORNER OF THE J H NEWTON JUNIOR MEMORIAL BUILDING, 0.4 M (1.3 FT)
 BJ1758'EAST OF THE EAST EDGE OF A SIDEWALK, AND THE MONUMENT IS RECESSED 0.2
 BJ1758'M (0.7 FT) BELOW THE GROUND SURFACE.
 BJ1758
 BJ1758                          STATION RECOVERY (2006)
 BJ1758
 BJ1758'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 BJ1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1752 ***********************************************************************
 BJ1752  DESIGNATION -  AMITE AZ MK
 BJ1752  PID         -  BJ1752
 BJ1752  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1752  USGS QUAD   -  AMITE (1974)
 BJ1752
 BJ1752                         *CURRENT SURVEY CONTROL
 BJ1752  ___________________________________________________________________
 BJ1752* NAD 83(1986)-  30 43 16.     (N)    090 30 10.     (W)     SCALED    
 BJ1752* NAVD 88     -        33.129  (meters)     108.69   (feet)  ADJUSTED  
 BJ1752  ___________________________________________________________________
 BJ1752  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1752  DYNAMIC HT  -          33.086 (meters)     108.55  (feet)  COMP
 BJ1752  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1752
 BJ1752  VERT ORDER  -  FIRST     CLASS I
 BJ1752
 BJ1752.The horizontal coordinates were scaled from a topographic map and have
 BJ1752.an estimated accuracy of +/- 6 seconds.
 BJ1752
 BJ1752.The orthometric height was determined by differential leveling
 BJ1752.and adjusted by the National Geodetic Survey in February 1994..
 BJ1752
 BJ1752.The geoid height was determined by GEOID03.
 BJ1752
 BJ1752.The dynamic height is computed by dividing the NAVD 88
 BJ1752.geopotential number by the normal gravity value computed on the
 BJ1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1752.degrees latitude (g = 980.6199 gals.).
 BJ1752
 BJ1752.The modeled gravity was interpolated from observed gravity values.
 BJ1752
 BJ1752;                    North         East    Units  Estimated Accuracy
 BJ1752;SPC LA S     -   246,490.    1,079,550.      MT  (+/- 180 meters Scaled)
 BJ1752
 BJ1752                          SUPERSEDED SURVEY CONTROL
 BJ1752
 BJ1752  NAVD 88 (06/15/91)   33.163  (m)          108.80   (f) UNKNOWN     1 1
 BJ1752  NGVD 29 (??/??/??)   33.145  (m)          108.74   (f) ADJUSTED    1 1
 BJ1752
 BJ1752.Superseded values are not recommended for survey control.
 BJ1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1752.See file dsdata.txt to determine how the superseded data were derived.
 BJ1752
 BJ1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ391013(NAD 83)
 BJ1752_MARKER: DZ = AZIMUTH MARK DISK
 BJ1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1752_SP_SET: CONCRETE POST
 BJ1752_STAMPING: AMITE 1939
 BJ1752_MARK LOGO: CGS   
 BJ1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1752+STABILITY: SURFACE MOTION
 BJ1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1752+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1752
 BJ1752  HISTORY     - Date     Condition        Report By
 BJ1752  HISTORY     - 1939     MONUMENTED       CGS
 BJ1752  HISTORY     - 1969     GOOD             CGS
 BJ1752  HISTORY     - 19920611 GOOD             NGS
 BJ1752
 BJ1752                          STATION DESCRIPTION
 BJ1752
 BJ1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1752'IN AMITE.
 BJ1752'AT AMITE, ABOUT 0.45 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 BJ1752'FROM THE STATION AT AMITE, THENCE 0.3 MILE EAST ALONG EAST PALMETTO
 BJ1752'STREET, AT THE JUNCTION OF EAST PALMETTO STREET AND SOUTH MYRTLE
 BJ1752'STREET, 36.5 FEET EAST OF THE CENTER LINE OF SOUTH MYRTLE STREET, 31.5
 BJ1752'FEET SOUTH OF THE CENTER LINE OF EAST PALMETTO STREET, 0.8 FOOT SOUTH
 BJ1752'OF THE SOUTH EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND SET
 BJ1752'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SEC 9, T 4S, R
 BJ1752'7E.
 BJ1752
 BJ1752                          STATION RECOVERY (1992)
 BJ1752
 BJ1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1752'IN AMITE, AT THE INTERSECTION OF SOUTH MYRTLE AND EAST PALMETO
 BJ1752'STREETS, 11.3 M (37.1 FT) EAST OF AND LEVEL WITH THE CENTER OF SOUTH
 BJ1752'MYRTLE STREET, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF EAST PALMETO
 BJ1752'STREET, 0.2 M (0.7 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND THE
 BJ1752'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4588 ***********************************************************************
 BJ4588  DESIGNATION -  AMITE CENTRAL MUN TANK
 BJ4588  PID         -  BJ4588
 BJ4588  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4588  USGS QUAD   -  AMITE (1974)
 BJ4588
 BJ4588                         *CURRENT SURVEY CONTROL
 BJ4588  ___________________________________________________________________
 BJ4588* NAD 83(1992)-  30 44 03.58387(N)    090 30 29.25185(W)     ADJUSTED  
 BJ4588* NAVD 88     -                                                        
 BJ4588  ___________________________________________________________________
 BJ4588  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ4588  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4588
 BJ4588  HORZ ORDER  -  THIRD
 BJ4588
 BJ4588.The horizontal coordinates were established by classical geodetic methods
 BJ4588.and adjusted by the National Geodetic Survey in May 1994..
 BJ4588
 BJ4588
 BJ4588.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4588
 BJ4588.The geoid height was determined by GEOID03.
 BJ4588
 BJ4588;                    North         East     Units Scale Factor Converg.
 BJ4588;SPC LA S     -   247,953.857 1,079,028.416   MT  1.00000748   +0 24 45.4
 BJ4588;SPC LA S     -   813,495.28  3,540,112.39   sFT  1.00000748   +0 24 45.4
 BJ4588;SPC MS W     -   136,837.042   683,261.326   MT  0.99995345   -0 05 21.6
 BJ4588;SPC MS W     -   448,939.53  2,241,666.53   sFT  0.99995345   -0 05 21.6
 BJ4588;UTM  15      - 3,402,811.994   738,582.588   MT  1.00030223   +1 16 26.7
 BJ4588
 BJ4588                          SUPERSEDED SURVEY CONTROL
 BJ4588
 BJ4588  NAD 83(1992)-  30 44 03.58528(N)    090 30 29.25206(W) AD(       ) 4
 BJ4588  NAD 83(1986)-  30 44 03.59834(N)    090 30 29.24890(W) AD(       ) 4
 BJ4588  NAD 27      -  30 44 02.93003(N)    090 30 28.91461(W) AD(       ) 3
 BJ4588
 BJ4588.Superseded values are not recommended for survey control.
 BJ4588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4588.See file dsdata.txt to determine how the superseded data were derived.
 BJ4588
 BJ4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3858302812(NAD 83)
 BJ4588_MARKER: 53 = ELEVATED TANK
 BJ4588
 BJ4588  HISTORY     - Date     Condition        Report By
 BJ4588  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4588
 BJ4588                          STATION DESCRIPTION
 BJ4588
 BJ4588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4588'CENTRAL MUNICIPAL WATER TANK IS LOCATED IN THE NORTH SECTION OF TOWN,
 BJ4588'ON CITY PROPERTY, AT THE SOUTH END OF THE CITY STREET DEPARTMENT
 BJ4588'EQUIPMENT YARD WHICH IS ABOUT 1/2 MILE NORTH OF THE CENTRAL SECTION
 BJ4588'OF TOWN AND 0.05 MILE EAST OF U.S. HIGHWAY 51.
 BJ4588'
 BJ4588'A STEEL TANK, OVAL SHAPED ROOF, SILVER IN COLOR, AMITE PRINTED ON THE
 BJ4588'SIDE, SUPPORTED BY 6 STEEL TUBULAR TYPE LEGS.
 BJ4588'
 BJ4588'TANK IS 130 FEET IN HEIGHT.
 BJ4588'
 BJ4588'POINT INTERSECTED, WAS THE TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4589 ***********************************************************************
 BJ4589  DESIGNATION -  AMITE FREILER IND RAD STA MAST
 BJ4589  PID         -  BJ4589
 BJ4589  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4589  USGS QUAD   -  AMITE (1974)
 BJ4589
 BJ4589                         *CURRENT SURVEY CONTROL
 BJ4589  ___________________________________________________________________
 BJ4589* NAD 83(1992)-  30 40 28.75002(N)    090 30 31.69736(W)     ADJUSTED  
 BJ4589* NAVD 88     -                                                        
 BJ4589  ___________________________________________________________________
 BJ4589  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4589  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4589
 BJ4589  HORZ ORDER  -  THIRD
 BJ4589
 BJ4589.The horizontal coordinates were established by classical geodetic methods
 BJ4589.and adjusted by the National Geodetic Survey in January 1993..
 BJ4589
 BJ4589
 BJ4589.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4589
 BJ4589.The geoid height was determined by GEOID03.
 BJ4589
 BJ4589;                    North         East     Units Scale Factor Converg.
 BJ4589;SPC LA S     -   241,337.602 1,079,010.967   MT  0.99999471   +0 24 44.2
 BJ4589;SPC LA S     -   791,788.45  3,540,055.15   sFT  0.99999471   +0 24 44.2
 BJ4589;UTM  15      - 3,396,194.228   738,664.511   MT  1.00030272   +1 16 17.5
 BJ4589
 BJ4589                          SUPERSEDED SURVEY CONTROL
 BJ4589
 BJ4589  NAD 83(1986)-  30 40 28.76449(N)    090 30 31.69392(W) AD(       ) 4
 BJ4589  NAD 27      -  30 40 28.09183(N)    090 30 31.36034(W) AD(       ) 3
 BJ4589
 BJ4589.Superseded values are not recommended for survey control.
 BJ4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4589.See file dsdata.txt to determine how the superseded data were derived.
 BJ4589
 BJ4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3866596194(NAD 83)
 BJ4589_MARKER: 42 = RADIO/TV MAST
 BJ4589
 BJ4589  HISTORY     - Date     Condition        Report By
 BJ4589  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4589
 BJ4589                          STATION DESCRIPTION
 BJ4589
 BJ4589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4589'FREILER INDUSTRIES RADIO STATION MAST IS LOCATED ABOUT 3 MILES SOUTH
 BJ4589'OF AMITE, 250 FEET WEST OF U.S. HIGHWAY 51 AND AT THE NORTH EDGE OF
 BJ4589'THE FREILER PROPERTY.
 BJ4589'
 BJ4589'A STEEL SLENDER, TRIANGULAR, PEDESTAL TYPE MAST, 400 FEET IN HEIGHT,
 BJ4589'PAINTED ORANGE-WHITE IN COLOR AND HAS A RED LIGHT AT TOP.
 BJ4589'
 BJ4589'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4563 ***********************************************************************
 BJ4563  DESIGNATION -  AMITE LA P AND L MICROWAVE
 BJ4563  PID         -  BJ4563
 BJ4563  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4563  USGS QUAD   -  ROSELAND (1981)
 BJ4563
 BJ4563                         *CURRENT SURVEY CONTROL
 BJ4563  ___________________________________________________________________
 BJ4563* NAD 83(1992)-  30 45 11.52643(N)    090 30 26.49900(W)     ADJUSTED  
 BJ4563* NAVD 88     -                                                        
 BJ4563  ___________________________________________________________________
 BJ4563  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4563  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4563
 BJ4563  HORZ ORDER  -  THIRD
 BJ4563
 BJ4563.The horizontal coordinates were established by classical geodetic methods
 BJ4563.and adjusted by the National Geodetic Survey in May 1994..
 BJ4563
 BJ4563
 BJ4563.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4563
 BJ4563.The geoid height was determined by GEOID03.
 BJ4563
 BJ4563;                    North         East     Units Scale Factor Converg.
 BJ4563;SPC LA S     -   250,046.700 1,079,086.565   MT  1.00001175   +0 24 46.8
 BJ4563;SPC LA S     -   820,361.55  3,540,303.17   sFT  1.00001175   +0 24 46.8
 BJ4563;UTM  15      - 3,404,906.087   738,609.258   MT  1.00030239   +1 16 30.7
 BJ4563
 BJ4563                          SUPERSEDED SURVEY CONTROL
 BJ4563
 BJ4563  NAD 83(1992)-  30 45 11.52832(N)    090 30 26.49914(W) AD(       ) 4
 BJ4563  NAD 83(1986)-  30 45 11.54108(N)    090 30 26.49602(W) AD(       ) 4
 BJ4563  NAD 27      -  30 45 10.87507(N)    090 30 26.16111(W) AD(       ) 3
 BJ4563
 BJ4563.Superseded values are not recommended for survey control.
 BJ4563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4563.See file dsdata.txt to determine how the superseded data were derived.
 BJ4563
 BJ4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3860904906(NAD 83)
 BJ4563_MARKER: 44 = MICROWAVE MAST
 BJ4563
 BJ4563  HISTORY     - Date     Condition        Report By
 BJ4563  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4563
 BJ4563                          STATION DESCRIPTION
 BJ4563
 BJ4563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4563'LOUISIANA POWER AND LIGHT COMPANY MICROWAVE KKA 323 IS LOCATED INSIDE
 BJ4563'A FENCED AREA, ON THE COMPANY LAND, ABOUT 1-1/2 MILES NORTH OF
 BJ4563'AMITE, 0.1 MILE EAST OF U.S. HIGHWAY 51, 0.1 MILE NORTH OF FOULKES
 BJ4563'ROAD AND ABOUT 500 FEET NORTH OF THE AMITE NORTH MUNICIPAL WATER
 BJ4563'TANK.
 BJ4563'
 BJ4563'A STEEL TRIANGULAR, PEDESTAL TYPE MAST, 170 FEET IN HEIGHT, PAINTED
 BJ4563'ORANGE-WHITE ALTERNATE SECTIONS, HAS A RED LIGHT AND 4 DISH TYPE
 BJ4563'ANTENNAS MOUNTED AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4586 ***********************************************************************
 BJ4586  DESIGNATION -  AMITE MUNICIPAL WATER TANK
 BJ4586  PID         -  BJ4586
 BJ4586  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4586  USGS QUAD   -  AMITE (1974)
 BJ4586
 BJ4586                         *CURRENT SURVEY CONTROL
 BJ4586  ___________________________________________________________________
 BJ4586* NAD 83(1992)-  30 43 28.90126(N)    090 30 33.74934(W)     ADJUSTED  
 BJ4586* NAVD 88     -                                                        
 BJ4586  ___________________________________________________________________
 BJ4586  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ4586  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4586
 BJ4586  HORZ ORDER  -  THIRD
 BJ4586
 BJ4586.The horizontal coordinates were established by classical geodetic methods
 BJ4586.and adjusted by the National Geodetic Survey in January 1993..
 BJ4586
 BJ4586
 BJ4586.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4586
 BJ4586.The geoid height was determined by GEOID03.
 BJ4586
 BJ4586;                    North         East     Units Scale Factor Converg.
 BJ4586;SPC LA S     -   246,884.939 1,078,916.455   MT  1.00000535   +0 24 43.2
 BJ4586;SPC LA S     -   809,988.34  3,539,745.07   sFT  1.00000535   +0 24 43.2
 BJ4586;UTM  15      - 3,401,741.197   738,486.679   MT  1.00030167   +1 16 23.1
 BJ4586
 BJ4586                          SUPERSEDED SURVEY CONTROL
 BJ4586
 BJ4586  NAD 83(1986)-  30 43 28.91506(N)    090 30 33.74594(W) AD(       ) 4
 BJ4586  NAD 27      -  30 43 28.24609(N)    090 30 33.41221(W) AD(       ) 3
 BJ4586
 BJ4586.Superseded values are not recommended for survey control.
 BJ4586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4586.See file dsdata.txt to determine how the superseded data were derived.
 BJ4586
 BJ4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3848701741(NAD 83)
 BJ4586_MARKER: 53 = ELEVATED TANK
 BJ4586
 BJ4586  HISTORY     - Date     Condition        Report By
 BJ4586  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4586  HISTORY     - 1954     GOOD             CGS
 BJ4586  HISTORY     - 1970     GOOD             NGS
 BJ4586
 BJ4586                          STATION DESCRIPTION
 BJ4586
 BJ4586'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4586'OBSERVED UPON THE FINIAL OF THE STEEL, ALUMINUM-PAINTED
 BJ4586'MUNICIPAL WATER TANK, APPROXIMATELY 125 FEET HIGH, LOCATED IN
 BJ4586'THE APPROXIMATE CENTER OF TOWN, 2 BLOCKS S OF THE ILLINOIS
 BJ4586'CENTRAL DEPOT.
 BJ4586'
 BJ4586'OBSERVED UPON FROM TRIANGULATION STATIONS YOUNG, TANGI,
 BJ4586'CLEVELAND, MC COY, HOLY HILL AND AMITE.
 BJ4586'
 BJ4586'INTERSECTION STATION.
 BJ4586
 BJ4586                          STATION RECOVERY (1954)
 BJ4586
 BJ4586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4586'THE STATION WAS VISITED AND RECOVERED IN GOOD CONDITION.
 BJ4586'
 BJ4586'THIS IS AN INTERSECTION STATION.
 BJ4586
 BJ4586                          STATION RECOVERY (1970)
 BJ4586
 BJ4586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4586'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4562 ***********************************************************************
 BJ4562  DESIGNATION -  AMITE N MUN TANK
 BJ4562  PID         -  BJ4562
 BJ4562  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4562  USGS QUAD   -  ROSELAND (1981)
 BJ4562
 BJ4562                         *CURRENT SURVEY CONTROL
 BJ4562  ___________________________________________________________________
 BJ4562* NAD 83(1992)-  30 45 08.06219(N)    090 30 26.03361(W)     ADJUSTED  
 BJ4562* NAVD 88     -                                                        
 BJ4562  ___________________________________________________________________
 BJ4562  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4562  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4562
 BJ4562  HORZ ORDER  -  THIRD
 BJ4562
 BJ4562.The horizontal coordinates were established by classical geodetic methods
 BJ4562.and adjusted by the National Geodetic Survey in May 1994..
 BJ4562
 BJ4562
 BJ4562.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4562
 BJ4562.The geoid height was determined by GEOID03.
 BJ4562
 BJ4562;                    North         East     Units Scale Factor Converg.
 BJ4562;SPC LA S     -   249,940.106 1,079,099.712   MT  1.00001153   +0 24 47.0
 BJ4562;SPC LA S     -   820,011.83  3,540,346.31   sFT  1.00001153   +0 24 47.0
 BJ4562;UTM  15      - 3,404,799.672   738,624.012   MT  1.00030247   +1 16 30.8
 BJ4562
 BJ4562                          SUPERSEDED SURVEY CONTROL
 BJ4562
 BJ4562  NAD 83(1992)-  30 45 08.06404(N)    090 30 26.03342(W) AD(       ) 4
 BJ4562  NAD 83(1986)-  30 45 08.07670(N)    090 30 26.03072(W) AD(       ) 4
 BJ4562  NAD 27      -  30 45 07.41059(N)    090 30 25.69702(W) AD(       ) 3
 BJ4562
 BJ4562.Superseded values are not recommended for survey control.
 BJ4562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4562.See file dsdata.txt to determine how the superseded data were derived.
 BJ4562
 BJ4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3862404800(NAD 83)
 BJ4562_MARKER: 53 = ELEVATED TANK
 BJ4562
 BJ4562  HISTORY     - Date     Condition        Report By
 BJ4562  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4562
 BJ4562                          STATION DESCRIPTION
 BJ4562
 BJ4562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4562'NORTH MUNICIPAL WATER TANK IS LOCATED AT THE NORTH EDGE OF TOWN,
 BJ4562'ABOUT 1-1/2 MILES NORTH OF THE CENTRAL SECTION OF TOWN, 0.1 MILE
 BJ4562'EAST OF U.S. HIGHWAY 51, 0.05 MILE NORTH OF FOUKES ROAD AND ABOUT
 BJ4562'500 FEET SOUTH OF THE LOUISIANA POWER AND LIGHT COMPANY MICROWAVE
 BJ4562'KKA323.
 BJ4562'
 BJ4562'A LARGE STEEL TANK, OVAL SHAPED ROOF, SILVER IN COLOR, AMITE, LA.
 BJ4562'PRINTED ON THE SIDE, SUPPORTED BY 6 STEEL TUBULAR TYPE LEGS.
 BJ4562'
 BJ4562'TANK IS 130 FEET IN HEIGHT.
 BJ4562'
 BJ4562'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1756 ***********************************************************************
 BJ1756  DESIGNATION -  AMITE RESET
 BJ1756  PID         -  BJ1756
 BJ1756  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1756  USGS QUAD   -  AMITE (1974)
 BJ1756
 BJ1756                         *CURRENT SURVEY CONTROL
 BJ1756  ___________________________________________________________________
 BJ1756* NAD 83(1986)-  30 43 41.     (N)    090 30 13.     (W)     SCALED    
 BJ1756* NAVD 88     -        34.431  (meters)     112.96   (feet)  ADJUSTED  
 BJ1756  ___________________________________________________________________
 BJ1756  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1756  DYNAMIC HT  -          34.386 (meters)     112.81  (feet)  COMP
 BJ1756  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1756
 BJ1756  VERT ORDER  -  FIRST     CLASS I
 BJ1756
 BJ1756.The horizontal coordinates were scaled from a topographic map and have
 BJ1756.an estimated accuracy of +/- 6 seconds.
 BJ1756
 BJ1756.The orthometric height was determined by differential leveling
 BJ1756.and adjusted by the National Geodetic Survey in February 1994..
 BJ1756
 BJ1756.The geoid height was determined by GEOID03.
 BJ1756
 BJ1756.The dynamic height is computed by dividing the NAVD 88
 BJ1756.geopotential number by the normal gravity value computed on the
 BJ1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1756.degrees latitude (g = 980.6199 gals.).
 BJ1756
 BJ1756.The modeled gravity was interpolated from observed gravity values.
 BJ1756
 BJ1756;                    North         East    Units  Estimated Accuracy
 BJ1756;SPC LA S     -   247,260.    1,079,470.      MT  (+/- 180 meters Scaled)
 BJ1756
 BJ1756                          SUPERSEDED SURVEY CONTROL
 BJ1756
 BJ1756  NAVD 88 (06/15/91)   34.482  (m)          113.13   (f) UNKNOWN     1 1
 BJ1756  NGVD 29 (??/??/??)   34.464  (m)          113.07   (f) ADJUSTED    1 1
 BJ1756
 BJ1756.Superseded values are not recommended for survey control.
 BJ1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1756.See file dsdata.txt to determine how the superseded data were derived.
 BJ1756
 BJ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ390021(NAD 83)
 BJ1756_MARKER: DB = BENCH MARK DISK
 BJ1756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1756_SP_SET: BUILDING
 BJ1756_STAMPING: AMITE 1934 RESET 1968
 BJ1756_MARK LOGO: CGS   
 BJ1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1756+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1756
 BJ1756  HISTORY     - Date     Condition        Report By
 BJ1756  HISTORY     - 1968     MONUMENTED       CGS
 BJ1756  HISTORY     - 1969     GOOD             CGS
 BJ1756  HISTORY     - 19920611 GOOD             NGS
 BJ1756
 BJ1756                          STATION DESCRIPTION
 BJ1756
 BJ1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1756'IN AMITE.
 BJ1756'AT AMITE, ABOUT 0.25 MILE EAST ALONG EAST MULBERRY STREET FROM THE
 BJ1756'CROSSING OF THE ILLINOIS CENTRAL RAILROAD, AT THE COUNTY (PARISH)
 BJ1756'COURTHOUSE, AT THE INTERSECTION OF EAST MULBERRY STREET AND NORTH
 BJ1756'MYRTLE STREET, SET ON THE TOP OF THE CONCRETE FOUNDATION EXTENDED OUT
 BJ1756'FROM THE NORTH SIDE OF THE COURTHOUSE BUILDING, 109 FEET WEST OF THE
 BJ1756'NORTHEAST CORNER OF THE BUILDING, 63 FEET EAST OF THE NORTHWEST CORNER
 BJ1756'OF THE BUILDING, 0.6 FOOT NORTH OF THE NORTH WALL OF THE BUILDING AND
 BJ1756'1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  SEC 4, T 4S, R 7E.
 BJ1756
 BJ1756                          STATION RECOVERY (1992)
 BJ1756
 BJ1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1756'IN AMITE, AT THE INTERSECTION OF NORTH MYRTLE AND EAST MULBERRY
 BJ1756'STREETS, NEAR THE CENTER OF A CONCRETE LEDGE ALONG THE NORTH SIDE OF
 BJ1756'THE COURTHOUSE, 44.2 M (145.0 FT) WEST OF THE CENTER OF MYRTLE
 BJ1756'STREET, 24.1 M (79.1 FT) SOUTH OF THE CENTER OF MULBERRY STREET, 19.3
 BJ1756'M (63.3 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 0.3 M
 BJ1756'(1.0 FT) ABOVE THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1759 ***********************************************************************
 BJ1759  DESIGNATION -  AMITE RM 2
 BJ1759  PID         -  BJ1759
 BJ1759  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1759  USGS QUAD   -  AMITE (1974)
 BJ1759
 BJ1759                         *CURRENT SURVEY CONTROL
 BJ1759  ___________________________________________________________________
 BJ1759* NAD 83(1986)-  30 43 37.     (N)    090 30 13.     (W)     SCALED    
 BJ1759* NAVD 88     -        33.828  (meters)     110.98   (feet)  ADJUSTED  
 BJ1759  ___________________________________________________________________
 BJ1759  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1759  DYNAMIC HT  -          33.785 (meters)     110.84  (feet)  COMP
 BJ1759  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1759
 BJ1759  VERT ORDER  -  FIRST     CLASS I
 BJ1759
 BJ1759.The horizontal coordinates were scaled from a topographic map and have
 BJ1759.an estimated accuracy of +/- 6 seconds.
 BJ1759
 BJ1759.The orthometric height was determined by differential leveling
 BJ1759.and adjusted by the National Geodetic Survey in February 1994..
 BJ1759
 BJ1759.The geoid height was determined by GEOID03.
 BJ1759
 BJ1759.The dynamic height is computed by dividing the NAVD 88
 BJ1759.geopotential number by the normal gravity value computed on the
 BJ1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1759.degrees latitude (g = 980.6199 gals.).
 BJ1759
 BJ1759.The modeled gravity was interpolated from observed gravity values.
 BJ1759
 BJ1759;                    North         East    Units  Estimated Accuracy
 BJ1759;SPC LA S     -   247,140.    1,079,470.      MT  (+/- 180 meters Scaled)
 BJ1759
 BJ1759                          SUPERSEDED SURVEY CONTROL
 BJ1759
 BJ1759  NAVD 88 (06/15/91)   33.875  (m)          111.14   (f) UNKNOWN     1 1
 BJ1759  NGVD 29 (??/??/??)   33.858  (m)          111.08   (f) ADJUSTED    1 1
 BJ1759
 BJ1759.Superseded values are not recommended for survey control.
 BJ1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1759.See file dsdata.txt to determine how the superseded data were derived.
 BJ1759
 BJ1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ390020(NAD 83)
 BJ1759_MARKER: DR = REFERENCE MARK DISK
 BJ1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1759_SP_SET: CONCRETE POST
 BJ1759_STAMPING: AMITE NO 2 1939
 BJ1759_MARK LOGO: CGS   
 BJ1759_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1759+STABILITY: SURFACE MOTION
 BJ1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1759+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1759
 BJ1759  HISTORY     - Date     Condition        Report By
 BJ1759  HISTORY     - 1939     MONUMENTED       CGS
 BJ1759  HISTORY     - 1969     GOOD             CGS
 BJ1759  HISTORY     - 19920611 GOOD             NGS
 BJ1759
 BJ1759                          STATION DESCRIPTION
 BJ1759
 BJ1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1759'IN AMITE.
 BJ1759'AT AMITE, ABOUT 0.25 MILE EAST ALONG EAST MULBERRY STREET FROM THE
 BJ1759'CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT AMITE, THENCE 0.05 MILE
 BJ1759'SOUTH ALONG NORTH MYRTLE STREET, 114.5 FEET WEST OF THE STATION MARK
 BJ1759'DESCRIBED, 135 FEET WEST OF THE WEST CURB OF NORTH MYRTLE STREET, 50
 BJ1759'FEET NORTH OF THE CENTER LINE OF EAST OAK STREET, 30 FEET SOUTHEAST OF
 BJ1759'THE SOUTHEAST CORNER OF THE J.H. NEWTON MEMORIAL BLDG, 12.2 FEET EAST
 BJ1759'OF THE EAST EDGE OF A SIDEWALK ALONG THE WEST SIDE OF THE BLDG, 0.5
 BJ1759'FOOT NORTH OF THE NORTH EDGE OF A SIDEWALK AND 1/2 FOOT BELOW THE
 BJ1759'LEVEL OF THE GROUND.  SEC 4, T 4S, R 7E.
 BJ1759
 BJ1759                          STATION RECOVERY (1992)
 BJ1759
 BJ1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1759'IN AMITE, AT THE INTERSECTION OF EAST OAK AND NORTH MYRTLE STREETS,
 BJ1759'46.6 M (152.9 FT) WEST OF THE CENTER OF MYRTLE STREET, 35.0 M
 BJ1759'(114.8 FT) WEST OF TRIANGULATION STATION AMITE, 15.2 M (49.9 FT)
 BJ1759'NORTH OF AND LEVEL WITH THE CENTERLINE OF OAK STREET, 12.9 M
 BJ1759'(42.3 FT) WEST OF THE EXTENDED CENTER OF THE SOUTH ENTRANCE TO J H
 BJ1759'NEWTON JUNIOR MEMORIAL BUILDING, 9.2 M (30.2 FT) SOUTH-SOUTHEAST OF
 BJ1759'THE SOUTHWEST CORNER OF THE BUILDING, 3.8 M (12.5 FT) EAST OF THE
 BJ1759'EAST EDGE OF A PAVED DRIVEWAY, 0.2 M (0.7 FT) NORTH OF THE NORTH EDGE
 BJ1759'OF A SIDEWALK, AND THE MONUMENT IS RECESSED 0.15 M (0.49 FT) BELOW
 BJ1759'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1757 ***********************************************************************
 BJ1757  DESIGNATION -  AMITE RM 3
 BJ1757  PID         -  BJ1757
 BJ1757  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1757  USGS QUAD   -  AMITE (1974)
 BJ1757
 BJ1757                         *CURRENT SURVEY CONTROL
 BJ1757  ___________________________________________________________________
 BJ1757* NAD 83(1986)-  30 43 37.     (N)    090 30 13.     (W)     SCALED    
 BJ1757* NAVD 88     -        34.040  (meters)     111.68   (feet)  ADJUSTED  
 BJ1757  ___________________________________________________________________
 BJ1757  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1757  DYNAMIC HT  -          33.995 (meters)     111.53  (feet)  COMP
 BJ1757  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1757
 BJ1757  VERT ORDER  -  FIRST     CLASS I
 BJ1757
 BJ1757.The horizontal coordinates were scaled from a topographic map and have
 BJ1757.an estimated accuracy of +/- 6 seconds.
 BJ1757
 BJ1757.The orthometric height was determined by differential leveling
 BJ1757.and adjusted by the National Geodetic Survey in February 1994..
 BJ1757
 BJ1757.The geoid height was determined by GEOID03.
 BJ1757
 BJ1757.The dynamic height is computed by dividing the NAVD 88
 BJ1757.geopotential number by the normal gravity value computed on the
 BJ1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1757.degrees latitude (g = 980.6199 gals.).
 BJ1757
 BJ1757.The modeled gravity was interpolated from observed gravity values.
 BJ1757
 BJ1757;                    North         East    Units  Estimated Accuracy
 BJ1757;SPC LA S     -   247,140.    1,079,470.      MT  (+/- 180 meters Scaled)
 BJ1757
 BJ1757                          SUPERSEDED SURVEY CONTROL
 BJ1757
 BJ1757  NAVD 88 (06/15/91)   34.086  (m)          111.83   (f) UNKNOWN     1 1
 BJ1757  NGVD 29 (??/??/??)   34.069  (m)          111.77   (f) ADJUSTED    1 1
 BJ1757
 BJ1757.Superseded values are not recommended for survey control.
 BJ1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1757.See file dsdata.txt to determine how the superseded data were derived.
 BJ1757
 BJ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ390020(NAD 83)
 BJ1757_MARKER: DR = REFERENCE MARK DISK
 BJ1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1757_SP_SET: CONCRETE POST
 BJ1757_STAMPING: AMITE NO 3 1939
 BJ1757_MARK LOGO: CGS   
 BJ1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1757+STABILITY: SURFACE MOTION
 BJ1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1757+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1757
 BJ1757  HISTORY     - Date     Condition        Report By
 BJ1757  HISTORY     - 1939     MONUMENTED       CGS
 BJ1757  HISTORY     - 1969     GOOD             CGS
 BJ1757  HISTORY     - 19920611 GOOD             NGS
 BJ1757
 BJ1757                          STATION DESCRIPTION
 BJ1757
 BJ1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1757'IN AMITE.
 BJ1757'AT AMITE, ABOUT 0.25 MILE EAST ALONG EAST MULBERRY STREET FROM THE
 BJ1757'CROSSING OF THE ILLINOIS CENTRAL RAILROAD, THENCE 0.05 MILE SOUTH
 BJ1757'ALONG NORTH MYRTLE STREET, 82 FEET SOUTH OF AND ACROSS A DRIVEWAY FROM
 BJ1757'THE SOUTHEAST CORNER OF THE COURTHOUSE BUILDING, 47 FEET NORTHEAST OF
 BJ1757'THE NORTHEAST CORNER OF THE J.H. NEWTON JR MEMORIAL BLDG, 35 FEET WEST
 BJ1757'OF THE CENTER LINE OF NORTH MYRTLE STREET, 14.1 FEET EAST OF THE
 BJ1757'NORTHEAST CORNER OF A WING OF THE MEMORIAL BLDG, 8 FEET SOUTH OF THE
 BJ1757'SOUTH EDGE OF A CONCRETE SIDEWALK ALONG THE NORTH SIDE OF THE MEMORIAL
 BJ1757'BLDG, 114.1 FEET NORTH OF THE STATION MARK DESCRIBED, IN LINE WITH THE
 BJ1757'EXTENDED EAST FACE OF THE COURTHOUSE BLDG, SET IN THE TOP OF A
 BJ1757'CONCRETE POST FLUSH WITH THE GROUND.  SEC 4, T 4S, R 7E.
 BJ1757
 BJ1757                          STATION RECOVERY (1992)
 BJ1757
 BJ1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1757'IN AMITE, AT THE INTERSECTION OF EAST OAK AND NORTH MYRTLE STREETS,
 BJ1757'64.3 M (211.0 FT) NORTH OF THE CENTERLINE OF OAK STREET, 42.8 M
 BJ1757'(140.4 FT) NORTH OF TRIANGULATION STATION AMITE, 25.1 M (82.3 FT)
 BJ1757'SOUTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 10.9 M (35.8 FT) EAST
 BJ1757'OF AND LEVEL WITH THE CENTER OF MYRTLE STREET, 4.4 M (14.4 FT) EAST
 BJ1757'OF THE NORTHEAST CORNER OF THE J H NEWTON JUNIOR MEMORIAL BUILDING,
 BJ1757'2.5 M (8.2 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND THE
 BJ1757'MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0724 ***********************************************************************
 BX0724  DESIGNATION -  AMOND=G 14
 BX0724  PID         -  BX0724
 BX0724  STATE/COUNTY-  LA/AVOYELLES
 BX0724  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0724
 BX0724                         *CURRENT SURVEY CONTROL
 BX0724  ___________________________________________________________________
 BX0724* NAD 83(1992)-  31 03 29.58871(N)    092 04 38.29101(W)     ADJUSTED  
 BX0724* NAVD 88     -        23.70   (+/-2cm)      77.8    (feet)  VERTCON   
 BX0724  ___________________________________________________________________
 BX0724  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BX0724  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BX0724
 BX0724  HORZ ORDER  -  FIRST
 BX0724  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0724
 BX0724.The horizontal coordinates were established by classical geodetic methods
 BX0724.and adjusted by the National Geodetic Survey in January 1993..
 BX0724
 BX0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0724.The vertical order pertains to the NGVD 29 superseded value.
 BX0724
 BX0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0724
 BX0724.The geoid height was determined by GEOID03.
 BX0724
 BX0724;                    North         East     Units Scale Factor Converg.
 BX0724;SPC LA N     -    61,973.098 1,040,345.774   MT  1.00002636   +0 13 24.5
 BX0724;SPC LA N     -   203,323.41  3,413,201.09   sFT  1.00002636   +0 13 24.5
 BX0724;UTM  15      - 3,436,419.826   588,034.475   MT  0.99969560   +0 28 33.8
 BX0724
 BX0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0724!SPC LA N     -   1.00000053  x   1.00002636  =   1.00002689
 BX0724!UTM  15      -   1.00000053  x   0.99969560  =   0.99969613
 BX0724
 BX0724:                Primary Azimuth Mark                     Grid Az
 BX0724:SPC LA N     -  MANSURA SCHOOL BELFRY                    083 15 22.4
 BX0724:UTM  15      -  MANSURA SCHOOL BELFRY                    083 00 13.1
 BX0724
 BX0724|---------------------------------------------------------------------|
 BX0724| PID    Reference Object                     Distance      Geod. Az  |
 BX0724|                                                           dddmmss.s |
 BX0724| BX2580 MANSURA SCHOOL BELFRY               APPROX. 2.6 KM 0832846.9 |
 BX0724| CY3272 AMOND RM                             12.106 METERS 18825     |
 BX0724| BX0728 HESSMER=F 14                        APPROX. 4.3 KM 2720242.2 |
 BX0724|---------------------------------------------------------------------|
 BX0724
 BX0724                          SUPERSEDED SURVEY CONTROL
 BX0724
 BX0724  NAD 83(1986)-  31 03 29.60806(N)    092 04 38.28618(W) AD(       ) 1
 BX0724  NAD 27      -  31 03 28.92906(N)    092 04 37.84063(W) AD(       ) 1
 BX0724  NGVD 29 (??/??/??)   23.681  (m)           77.69   (f) ADJUSTED    1 2
 BX0724
 BX0724.Superseded values are not recommended for survey control.
 BX0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0724.See file dsdata.txt to determine how the superseded data were derived.
 BX0724
 BX0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8803436420(NAD 83)
 BX0724_MARKER: DS = TRIANGULATION STATION DISK
 BX0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0724_STAMPING: 77.769 AMOND G 14 1919
 BX0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0724+STABILITY: SURFACE MOTION
 BX0724
 BX0724  HISTORY     - Date     Condition        Report By
 BX0724  HISTORY     - 1919     MONUMENTED       CGS
 BX0724  HISTORY     - 1935     GOOD             CGS
 BX0724  HISTORY     - 1941     GOOD             CGS
 BX0724  HISTORY     - 1959     GOOD             CGS
 BX0724  HISTORY     - 1962     GOOD             CGS
 BX0724
 BX0724                          STATION DESCRIPTION
 BX0724
 BX0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX0724'STATION IS ABOUT 1-1/2 MILES W OF MANSURA, 3.8 METERS (12
 BX0724'FEET) S OF CENTER LINE OF LOUISIANA RAILWAY AND NAVIGATION
 BX0724'COMPANY TRACK, AND 20-1/2 POLES E OF MILEPOST 151.
 BX0724'
 BX0724'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 BX0724'SET IN CONCRETE.
 BX0724'
 BX0724'REFERENCE MARK IS 12.106 METERS (39.72 FEET) FROM STATION,
 BX0724'S 8 DEG 24 MIN W.
 BX0724
 BX0724                          STATION RECOVERY (1935)
 BX0724
 BX0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX0724'STATION RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  REFERENCE
 BX0724'MARK OF 1919 DESTROYED.
 BX0724'
 BX0724'STATION IS ABOUT 1-1/2 MILES W OF MANSURA, 3.8 METERS (12
 BX0724'FEET) S OF CENTER LINE OF LOUISIANA AND ARKANSAS RAILWAY
 BX0724'AT GROUND SURFACE, 9.75 FEET S OF S RAIL AND 41.2 FEET SE OF THE
 BX0724'10TH TELEPHONE POLE E OF MILEPOST NO. 151 AND 31 FEET E OF
 BX0724'N-S FARM ROAD CROSSING RAILWAY TO FARMHOUSE ON S SIDE OF
 BX0724'RAILWAY.
 BX0724'
 BX0724'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET
 BX0724'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 1.5 FEET N OF FRONT
 BX0724'YARD FENCE BETWEEN RAILWAY PROPERTY AND PRIVATELY OWNED
 BX0724'PROPERTY, 11 FEET W OF FRONT GATE, 81 FEET SW OF THE 10TH
 BX0724'TELEPHONE POLE E OF MILEPOST NO. 151, 46.6 FEET S OF S RAILWAY
 BX0724'RAIL.  DISTANT FROM STATION, 20.720 METERS (67.96 FEET)
 BX0724'S 59 DEG 44 MIN 46.0 SEC W.
 BX0724'
 BX0724'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN A
 BX0724'14- BY 14- BY 30-INCH CONCRETE PIER ON N FENCE LINE OF RAILWAY
 BX0724'PROPERTY, 5 FEET W OF W SIDE OF LANE AND ON S SIDE OF E-W
 BX0724'COUNTY ROAD, 24.5 FEET N OF N RAILWAY RAIL AND 18.5 FEET NW
 BX0724'OF THE 10TH TELEPHONE POLE E OF MILEPOST NO. 151.  DISTANT
 BX0724'FROM STATION 17.12 METERS (56.16 FEET) N 43 DEG
 BX0724'02 MIN 03 SEC W.
 BX0724'
 BX0724'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 BX0724'IS 23.76 METERS (77.97 FEET) S 5 DEG 11 MIN W.
 BX0724'
 BX0724'TO REACH THIS POINT, GO E FROM HESSMER ON MANSURA GRAVEL HIGHWAY
 BX0724'FOR ABOUT 1-1/2 MILES TO STORE ON S SIDE OF HIGHWAY, OR
 BX0724'W 1-1/2 MILES W FROM MANSURA, TURN N ON LANE AND GO TO RAILWAY,
 BX0724'CROSS THEN E TO POINT, WHERE ROAD TURNS N.
 BX0724
 BX0724                          STATION RECOVERY (1941)
 BX0724
 BX0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX0724'STATION RECOVERED AS DESCRIBED IN 1935, EXCEPT THAT IS IS
 BX0724'LOCATED 2.7 MILES E OF HESSMER INSTEAD OF 1 1/2.  A DIRECTION
 BX0724'WAS TAKEN TO THE STATION FROM HESSMER IN 1941.  STATION WAS
 BX0724'NOT OCCUPIED.
 BX0724'
 BX0724'TO REACH THE STATION GO E FROM HESSMER ON MANSURA GRAVEL
 BX0724'HIGHWAY FOR ABOUT 2.7 MILES TO LANE LEADING N (THIS IS 1-1/2
 BX0724'MILES W OF MANSURA) TURN N AND GO TO RAILROAD THEN E TO
 BX0724'STATION.
 BX0724
 BX0724                          STATION RECOVERY (1959)
 BX0724
 BX0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX0724'THE STATION WAS VISITED 10-21-59 AND THE STATION WAS FOUND
 BX0724'IN GOOD CONDITION BUT IS NOW 18 INCHES BELOW THE SURFACE
 BX0724'OF THE GROUND.  REFERENCE MARKS NO. 1 AND NO. 2 SET IN 1935
 BX0724'WERE FOUND IN GOOD CONDITION.  THE FARM HOUSE ON THE SOUTH
 BX0724'SIDE OF THE TRACKS AND THE ROAD CROSSING THE TRACKS HAVE
 BX0724'BEEN ABANDONDED.
 BX0724'
 BX0724'THE STATION IS LOCATED 2.7 MILES EAST OF HESSMER, 1.5 MILES
 BX0724'WEST OF MANSURA, ON THE PROPERTY OF THE LOUISIANA AND ARKANSAS
 BX0724'RAILROAD AND 0.1 MILE SOUTHEAST OF A PUBLIC ROAD CROSSING.
 BX0724'IT IS 9.9 FEET SOUTH OF THE SOUTH RAIL, 10 FEET SOUTHEAST
 BX0724'OF THE SOUTHEAST CORNER OF A RAILROAD CATTLE GUARD, 42 FEET
 BX0724'NORTHWEST OF A T FENCE CORNER WHICH IS THE NORTHWEST CORNER
 BX0724'OF A SMALL FENCED LOT, 100 FEET NORTH OF A HAND PUMP OVER A
 BX0724'WELL, 93 FEET NORTH-NORTHEAST OF A 2-FOOT CHINABERRY TREE,
 BX0724'AND 38 FEET EAST OF THE PROJECTED CENTERLINE OF THE PUBLIC
 BX0724'ROAD LEADING NORTH FROM THE TRACKS.  IT IS A STANDARD DISK,
 BX0724'STAMPED AMOND 1919 Q 14 77.769 18 INCHES BELOW THE SURFACE
 BX0724'OF THE FROUND.
 BX0724'
 BX0724'REFERENCE MARK NO. 1 IS 67.96 FEET SOUTHWEST OF THE STATION,
 BX0724'1 FOOT NORTH OF A FENCE LINE, 46 FEET SOUTH OF THE SOUTH
 BX0724'RAIL OF THE TRACK, 84 FEET NORTHWEST OF THE HAND PUMP OVER
 BX0724'THE WELL, 51 FEET NORTH-NORTHWEST OF A 2-FOOT CHINABERRY
 BX0724'TREE IN THE PASTURE, AND 1 FOOT EAST OF A METAL WITNESS
 BX0724'POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED
 BX0724'AMOND R.M. 1 1919, PROJECTING 2 INCHES.
 BX0724'
 BX0724'REFERENCE MARK NO. 2 IS 56.16 FEET NORTHWEST OF THE STATION,
 BX0724'AT THE OUTSIDE OF A GRAVELED ROAD WHERE IT TURNS NORTH AWAY
 BX0724'FROM THE TRACKS, 32.5 FEET WEST OF A TELEGRAPH POLE, 2 FEET
 BX0724'SOUTH OF A ROW OF POLES, 25 FEET NORTH OF THE NORTH RAIL
 BX0724'OF THE TRACK, 31.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 BX0724'OF A CATTLE GUARD ON THE TRACK AND 1 FOOT SOUTH OF A METAL
 BX0724'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK,
 BX0724'STAMPED AMOND R.M. 2 1919 PROJECTING 2 INCHES.
 BX0724'
 BX0724'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 78.0
 BX0724'FEET.
 BX0724'
 BX0724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BX0724'114 AND 115, 0.3 MILE SOUTH OF THE SCHOOL HOUSE IN HESSMER GO
 BX0724'EAST ON STATE HIGHWAY 114 FOT 2.6 MILES TO A SIDE ROAD LEFT
 BX0724'(THIS IS 0.1 MILE WEST OF THE JUNCTION WITH STATE HIGHWAY
 BX0724'1187) TURN LEFT AND GO NORTH FOR 0.4 MILE TO THE TRACK, CROSS
 BX0724'TRACK AND TURN RIGHT AND PARALLEL TRACKS FOR 0.1 MILE TO
 BX0724'WHERE THE ROAD TURNS NORTH AWAY FROM TRACKS AND THE STATION ON
 BX0724'THE RIGHT.
 BX0724
 BX0724                          STATION RECOVERY (1962)
 BX0724
 BX0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 BX0724'1.4 MI W FROM MANSURA.
 BX0724'LOCATED 1.4 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 BX0724'THE STATION AT MANSURA, 0.1 MILE SOUTHEAST OF A ROAD CROSSING, 9.9
 BX0724'FEET SOUTH OF THE SOUTH RAIL, 12 FEET SOUTHEAST OF THE SOUTHEAST
 BX0724'CORNER OF A METAL CATTLE GUARD, 42 FEET SOUTH OF A TELEGRAPH POLE ON
 BX0724'THE NORTH SIDE OF THE TRACKS AND AT THE OUTSIDE OF A CURVE IN THE
 BX0724'GRAVELED ROAD, 38 FEET EAST OF THE PROJECTED CENTERLINE OF THE
 BX0724'GRAVELED ROAD LEADING NORTH, 42 FEET NORTHWEST OF A T FENCE CORNER,
 BX0724'100 FEET NORTH OF A HAND PUMP OVER A WELL AND 93 FEET NORTH-NORTHEAST
 BX0724'OF A 2 FOOT CHINA BERRY TREE.  IT IS A STANDARD DISK SET IN THE TOP OF
 BX0724'A CONCRETE POST 18 INCHE BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2426 ***********************************************************************
 AU2426  DESIGNATION -  AMOS
 AU2426  PID         -  AU2426
 AU2426  STATE/COUNTY-  LA/TERREBONNE
 AU2426  USGS QUAD   -  FOURLEAGUE BAY (1974)
 AU2426
 AU2426                         *CURRENT SURVEY CONTROL
 AU2426  ___________________________________________________________________
 AU2426* NAD 83(1992)-  29 16 58.62838(N)    091 12 09.09827(W)     ADJUSTED  
 AU2426* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2426  ___________________________________________________________________
 AU2426  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2426  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AU2426
 AU2426  HORZ ORDER  -  SECOND
 AU2426
 AU2426.The horizontal coordinates were established by classical geodetic methods
 AU2426.and adjusted by the National Geodetic Survey in January 1993..
 AU2426
 AU2426.The orthometric height was scaled from a topographic map.
 AU2426
 AU2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2426
 AU2426.The geoid height was determined by GEOID03.
 AU2426
 AU2426;                    North         East     Units Scale Factor Converg.
 AU2426;SPC LA S     -    86,795.327 1,012,710.775   MT  1.00000365   +0 03 55.5
 AU2426;SPC LA S     -   284,761.00  3,322,535.27   sFT  1.00000365   +0 03 55.5
 AU2426;UTM  15      - 3,240,674.917   674,609.842   MT  0.99997622   +0 52 45.9
 AU2426
 AU2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2426!SPC LA S     -   1.00000388  x   1.00000365  =   1.00000753
 AU2426!UTM  15      -   1.00000388  x   0.99997622  =   0.99998010
 AU2426
 AU2426:                Primary Azimuth Mark                     Grid Az
 AU2426:SPC LA S     -  HAMMOCK                                  087 11 44.5
 AU2426:UTM  15      -  HAMMOCK                                  086 22 54.1
 AU2426
 AU2426|---------------------------------------------------------------------|
 AU2426| PID    Reference Object                     Distance      Geod. Az  |
 AU2426|                                                           dddmmss.s |
 AU2426| AU2429 HAMMOCK                             APPROX. 7.3 KM 0871540.0 |
 AU2426| CV8696 AMOS RM 1                            15.135 METERS 17604     |
 AU2426| CV8697 AMOS RM 2                            18.368 METERS 23944     |
 AU2426|---------------------------------------------------------------------|
 AU2426
 AU2426                          SUPERSEDED SURVEY CONTROL
 AU2426
 AU2426  NAD 83(1986)-  29 16 58.65382(N)    091 12 09.10135(W) AD(       ) 2
 AU2426  NAD 27      -  29 16 57.86500(N)    091 12 08.72300(W) AD(       ) 2
 AU2426
 AU2426.Superseded values are not recommended for survey control.
 AU2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2426.See file dsdata.txt to determine how the superseded data were derived.
 AU2426
 AU2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7461040675(NAD 83)
 AU2426_MARKER: DS = TRIANGULATION STATION DISK
 AU2426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2426_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2426
 AU2426  HISTORY     - Date     Condition        Report By
 AU2426  HISTORY     - 1928     MONUMENTED       CGS
 AU2426  HISTORY     - 1948     GOOD             SUNOCO
 AU2426  HISTORY     - 1953     GOOD             CGS
 AU2426  HISTORY     - 1966     GOOD             CGS
 AU2426  HISTORY     - 1979     GOOD             NGS
 AU2426
 AU2426                          STATION DESCRIPTION
 AU2426
 AU2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2426'STATION IS ABOUT 3 MILES UP MOSQUITO BAYOU FROM ITS MOUTH,
 AU2426'ON THE LOWER END OF FOUR LEAGUE BAY, AT THE NW CORNER OF A
 AU2426'LAKE WHICH IS ON AN EXTENSION OF MOSQUITO BAYOU, ON THE S BANK
 AU2426'OF A COVE TO THE WESTWARD OF THE END OF A DEEP CHANNEL, 29
 AU2426'METERS (95 FEET) FROM THE SHORE LINE TO THE NE, ABOUT 360
 AU2426'METERS (1,180 FEET) FROM THE END OF THE POINT TO THE SE AND
 AU2426'ABOUT 145 METERS (480 FEET) FROM THE SHORE LINE TO THE S.
 AU2426'
 AU2426'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU2426'IN CONCRETE AT THE CENTER OF THE TOP OF TILES WHICH ARE
 AU2426'FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF LONG WOODEN
 AU2426'PILES DRIVEN INTO THE MARSH.
 AU2426'
 AU2426'REFERENCE MARK NO. 1 IS 15.14 METERS (49.7 FEET) FROM THE
 AU2426'STATION S 3 DEG 56 MIN E.
 AU2426'
 AU2426'REFERENCE MARK NO. 2 IS 18.37 METERS (60.3 FEET) FROM THE
 AU2426'STATION S 59 DEG 44 MIN W.
 AU2426
 AU2426                          STATION RECOVERY (1948)
 AU2426
 AU2426'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2426'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 AU2426
 AU2426                          STATION RECOVERY (1953)
 AU2426
 AU2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2426'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2426'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT THAT
 AU2426'THE DISTANCE TO THE SHORELINE TO THE NE IS NOW 15.2 M. INSTEAD
 AU2426'OF 29 M.  OTHER SHORELINE DISTANCES GIVEN WERE NOT MEASURED FOR
 AU2426'CHECK PURPOSES.
 AU2426
 AU2426                          STATION RECOVERY (1966)
 AU2426
 AU2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2426'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2426'STATION MARK PROJECTS 2 INCHES AND BOTH REFERENCE MARKS ARE
 AU2426'2 INCHES BELOW THE SURFACE OF THE MARSH IN HEAVY GRASS.  METAL
 AU2426'WITNESS POSTS WERE SET AT THE STATION AND REFERENCE MARK 2.
 AU2426'THERE IS A TALL RED AND WHITE TOWER ABOUT 1-1/2 MILES TO THE
 AU2426'EAST-SOUTHEAST.
 AU2426'
 AU2426'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION
 AU2426'IS NOW ONLY 12 METERS SOUTHWEST OF THE SHORELINE.
 AU2426
 AU2426                          STATION RECOVERY (1979)
 AU2426
 AU2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2426'RECOVERED IN GOOD CONDITION, REFERENCE MARKS 1 AND 2 NOT
 AU2426'RECOVERED.  REFERENCE MARKS 3 AND 4 ESTABLISED.
 AU2426'
 AU2426'THE STATION IS LOCATED 3 MILES NORTH OF THE MOUTH OF MOSQUITO
 AU2426'BAY, ON LOWER END OF FOUR LEAGUE BAY NEAR THE NORTHWEST CORNER OF
 AU2426'A LAKE WHICH IS AN EXTENTION OF MOSQUITO LAKE.
 AU2426'
 AU2426'THE DISTANCE TO REFERENCE MARK 3 IS 129.05 FEET, TO REFERENCE
 AU2426'MARK 4 IS 95.08 FEET, AND BETWEEN REFERENCE MARKS 3 AND 4 IS
 AU2426'161.81 FEET.  THE ANGLE BETWEEN THE REFERENCE MARKS IS 91 DEGREES
 AU2426'08 MINUTES 30.92 SECONDS.
 AU2426'
 AU2426'THE STATION WAS REACHED
 AU2426'BY HELICOPTER.
 AU2426'
 AU2426'THE STATION IS A STANDARD CGS DISK
 AU2426'STAMPED---AMOS 1928---,
 AU2426'SET INTO CONCRETE IN AN 8-INCH ROUND TILE FLUSH WITH GROUND SURFACE.
 AU2426'IT IS LOCATED
 AU2426'1000 FEET WEST-NORTHWEST FROM THE SHORELINE OF THE MOST EASTERLY
 AU2426'POINT OF LAND EAST FROM STATION AND
 AU2426'50 FEET SOUTHWEST FROM THE SHORELINE.
 AU2426'
 AU2426'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AU2426'STAMPED---AMOS 1928 NO 3 1979---,
 AU2426'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 AU2426'DRIVEN INTO GROUND 15 FEET, PROJECTING 60 CM ABOVE
 AU2426'THE GROUND, AND ENCASED BY A 5-INCH WHITE PVC PIPE.
 AU2426'IT IS LOCATED
 AU2426'1095 FEET WEST FROM THE MOST EASTERLY POINT OF LAND EAST FROM
 AU2426'STATION AND
 AU2426'180 FEET WEST-SOUTHWEST FROM THE SHORELINE.
 AU2426'MARK IS LEVEL WITH STATION.
 AU2426'
 AU2426'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 AU2426'STAMPED---AMOS 1928 NO 4 1979---,
 AU2426'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 AU2426'DRIVEN INTO THE GROUND 15 FEET, PROJECTING 60 CM ABOVE
 AU2426'THE GROUND, AND ENCASED BY A 5-INCH WHITE PVC PIPE.
 AU2426'IT IS LOCATED
 AU2426'1050 FEET WEST-NORTHWEST FROM THE MOST EASTERLY POINT OF LAND
 AU2426'EAST FROM THE STATION AND
 AU2426'100 FEET WEST FROM THE SHORELINE.
 AU2426'MARK IS LEVEL WITH STATION.
 AU2426'
 AU2426'THE STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL SURVEY
 AU2426'SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2935 ***********************************************************************
 BX2935  DESIGNATION -  AMY
 BX2935  PID         -  BX2935
 BX2935  STATE/COUNTY-  LA/SABINE
 BX2935  USGS QUAD   -  PEASON (1954)
 BX2935
 BX2935                         *CURRENT SURVEY CONTROL
 BX2935  ___________________________________________________________________
 BX2935* NAD 83(1992)-  31 25 00.52120(N)    093 22 02.94498(W)     ADJUSTED  
 BX2935* NAVD 88     -       102.4    (meters)     336.     (feet)  VERTCON   
 BX2935  ___________________________________________________________________
 BX2935  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 BX2935  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2935
 BX2935  HORZ ORDER  -  SECOND
 BX2935
 BX2935.The horizontal coordinates were established by classical geodetic methods
 BX2935.and adjusted by the National Geodetic Survey in January 1993..
 BX2935
 BX2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2935
 BX2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2935
 BX2935.The geoid height was determined by GEOID03.
 BX2935
 BX2935;                    North         East     Units Scale Factor Converg.
 BX2935;SPC LA N     -   101,982.403   917,518.839   MT  0.99995270   -0 27 31.1
 BX2935;SPC LA N     -   334,587.27  3,010,226.39   sFT  0.99995270   -0 27 31.1
 BX2935;UTM  15      - 3,475,854.996   465,071.092   MT  0.99961505   -0 11 29.6
 BX2935
 BX2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2935!SPC LA N     -   0.99998810  x   0.99995270  =   0.99994080
 BX2935!UTM  15      -   0.99998810  x   0.99961505  =   0.99960315
 BX2935
 BX2935:                Primary Azimuth Mark                     Grid Az
 BX2935:SPC LA N     -  PEASON LOT                               055 34 56.3
 BX2935:UTM  15      -  PEASON LOT                               055 18 54.8
 BX2935
 BX2935|---------------------------------------------------------------------|
 BX2935| PID    Reference Object                     Distance      Geod. Az  |
 BX2935|                                                           dddmmss.s |
 BX2935| BX2932 PEASON LOT                          APPROX. 6.1 KM 0550725.2 |
 BX2935| BX2934 AMY LDH 1971 RM 2                    18.125 METERS 08255     |
 BX2935| CV8006 AMY AZ MK                                          1993116.8 |
 BX2935| CV8007 AMY RM 1                             17.899 METERS 33735     |
 BX2935|---------------------------------------------------------------------|
 BX2935
 BX2935                          SUPERSEDED SURVEY CONTROL
 BX2935
 BX2935  NAD 83(1986)-  31 25 00.53567(N)    093 22 02.93774(W) AD(       ) 2
 BX2935  NAD 27      -  31 24 59.89473(N)    093 22 02.32024(W) AD(       ) 2
 BX2935  NGVD 29 (07/19/86)  102.5    (m)          336.     (f) VERT ANG       
 BX2935
 BX2935.Superseded values are not recommended for survey control.
 BX2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2935.See file dsdata.txt to determine how the superseded data were derived.
 BX2935
 BX2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6507175855(NAD 83)
 BX2935_MARKER: DD = SURVEY DISK
 BX2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2935_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2935
 BX2935  HISTORY     - Date     Condition        Report By
 BX2935  HISTORY     - 1971     MONUMENTED       LADH
 BX2935
 BX2935                          STATION DESCRIPTION
 BX2935
 BX2935'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2935'THE STATION IS LOCATED 6 MILES SOUTHEAST OF FLORIEN, 6.5 MILES
 BX2935'NORTH-NORTHEAST OF HORNBECK AND 12 MILES WEST OF KISATCHIE, IN THE
 BX2935'NORTHWEST 1/4 OF SECTION 14, T5N, R10W, AND ON THE PROPERTY OWNED
 BX2935'BY SABINE PARISH.
 BX2935'
 BX2935'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE
 BX2935'HIGHWAY 118 ABOUT 1 MILE NORTH OF FLORIEN, GO NORTHEAST AND EAST ON
 BX2935'STATE HIGHWAY 118 FOR 5.25 MILES TO THE MT. CARMEL CEMETERY ON THE
 BX2935'RIGHT, CONTINUE AHEAD FOR 1.7 MILES TO A PAVED ROAD ON THE RIGHT,
 BX2935'TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 3.9 MILES TO THE
 BX2935'STATION SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR A CEDAR
 BX2935'TREE AND A FENCE.
 BX2935'
 BX2935'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG THE
 BX2935'PAVED ROAD FOR 0.5 MILE.  THE MARK IS SET ON THE RIGHT AND WEST OF
 BX2935'THE ROAD NEAR A CULVERT.
 BX2935'
 BX2935'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2935'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2935'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2935'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2935'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2935'STAMPED AMY 1971.  THE MARK IS 63 FEET NORTH OF A POWER POLE, 46
 BX2935'FEET SOUTHEAST OF A 10 INCH CEDAR TREE, 29 FEET
 BX2935'WEST-SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 3 FEET
 BX2935'NORTHEAST OF A FENCE, AND 2 FEET SOUTH-SOUTHEAST OF A METAL
 BX2935'WITNESS POST AND SIGN.
 BX2935'
 BX2935'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2935'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2935'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2935'STAMPED AMY R. M. 1 1971.  IT IS 48 FEET SOUTHEAST OF THE CENTER
 BX2935'OF A CATTLE GUARD, 27 FEET WEST-SOUTHWEST OF THE CENTER OF A
 BX2935'BLACKTOP ROAD, 14 FEET NORTH OF AN 8 INCH CEDAR TREE, AND 2.5
 BX2935'FEET EAST-NORTHEAST OF A FENCE.
 BX2935'
 BX2935'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2935'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2935'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2935'STAMPED AMY R. M. 2 1971.  IT IS 62 FEET NORTHWEST OF A POWER
 BX2935'POLE, 29 FEET NORTHEAST OF THE CENTER OF A BLACKTOP ROAD, AND 2
 BX2935'FEET SOUTHWEST OF A FENCE.
 BX2935'
 BX2935'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2935'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2935'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2935'STAMPED AMY AZ. MK. 1971.  IT IS 60 FEET NORTH-NORTHEAST OF A 14
 BX2935'INCH PINE TREE, 28 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 23.5
 BX2935'FEET SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT, 14 FEET EAST
 BX2935'OF A 12 INCH PINE TREE, AND 2.5 FEET SOUTHWEST OF A METAL WITNESS
 BX2935'POST AND SIGN.
 BX2935'
 BX2935'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2990 ***********************************************************************
 BK2990  DESIGNATION -  ANA
 BK2990  PID         -  BK2990
 BK2990  STATE/COUNTY-  LA/ALLEN
 BK2990  USGS QUAD   -  GUY (1993)
 BK2990
 BK2990                         *CURRENT SURVEY CONTROL
 BK2990  ___________________________________________________________________
 BK2990* NAD 83(1992)-  30 39 37.78796(N)    092 44 32.14668(W)     ADJUSTED  
 BK2990* NAVD 88     -        26.2    (meters)      86.     (feet)  VERTCON   
 BK2990  ___________________________________________________________________
 BK2990  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK2990  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2990
 BK2990  HORZ ORDER  -  SECOND
 BK2990
 BK2990.The horizontal coordinates were established by classical geodetic methods
 BK2990.and adjusted by the National Geodetic Survey in January 1993..
 BK2990
 BK2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2990
 BK2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2990
 BK2990.The geoid height was determined by GEOID03.
 BK2990
 BK2990;                    North         East     Units Scale Factor Converg.
 BK2990;SPC LA S     -   240,314.081   864,971.367   MT  0.99999184   -0 42 16.1
 BK2990;SPC LA S     -   788,430.45  2,837,826.89   sFT  0.99999184   -0 42 16.1
 BK2990;UTM  15      - 3,392,005.745   524,691.919   MT  0.99960752   +0 07 53.2
 BK2990
 BK2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2990!SPC LA S     -   1.00000015  x   0.99999184  =   0.99999199
 BK2990!UTM  15      -   1.00000015  x   0.99960752  =   0.99960767
 BK2990
 BK2990|---------------------------------------------------------------------|
 BK2990| PID    Reference Object                     Distance      Geod. Az  |
 BK2990|                                                           dddmmss.s |
 BK2990| CV9591 ANA RM 2                             12.787 METERS 01751     |
 BK2990| BK1090 L 16                                               0234852.6 |
 BK2990| BK2989 ANA LDH 1974 RM 1                     9.647 METERS 16837     |
 BK2990| BK2997 OBERLIN MUNICIPAL TANK              APPROX. 4.9 KM 2040041.9 |
 BK2990|---------------------------------------------------------------------|
 BK2990
 BK2990                          SUPERSEDED SURVEY CONTROL
 BK2990
 BK2990  NAD 83(1986)-  30 39 37.80790(N)    092 44 32.13990(W) AD(       ) 2
 BK2990  NAD 27      -  30 39 37.09892(N)    092 44 31.61494(W) AD(       ) 2
 BK2990  NGVD 29 (07/19/86)   26.2    (m)           86.     (f) VERT ANG       
 BK2990
 BK2990.Superseded values are not recommended for survey control.
 BK2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2990.See file dsdata.txt to determine how the superseded data were derived.
 BK2990
 BK2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2469292006(NAD 83)
 BK2990_MARKER: DD = SURVEY DISK
 BK2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2990
 BK2990  HISTORY     - Date     Condition        Report By
 BK2990  HISTORY     - 1974     MONUMENTED       LADH
 BK2990
 BK2990                          STATION DESCRIPTION
 BK2990
 BK2990'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2990'THE STATION IS LOCATED 3 MILES NORTHEAST OF OBERLIN, 11 MILES
 BK2990'SOUTHWEST OF OAKDALE, AND 14 MILES SOUTHEAST OF ELIZABETH, IN THE
 BK2990'SOUTHEAST QUARTER OF SECTION 35, T4S, R4W, AND ON THE PROPERTY
 BK2990'OWNED BY THE MISSOURI PACIFIC RAILROAD CO.
 BK2990'
 BK2990'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 165 AND
 BK2990'STATE HIGHWAY 26 IN OBERLIN, DRIVE NORTHEAST ALONG U. S. HIGHWAY 165
 BK2990'FOR 3 MILES TO THE MARK SET ON THE RIGHT AND SOUTHEAST OF THE
 BK2990'HIGHWAY NEAR A TELEGRAPH POLE AND THE MISSOURI PACIFIC RAILROAD.
 BK2990'
 BK2990'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 BK2990'U. S. HIGHWAY 165 FOR 0.25 MILE.  THE MARK IS SET ON THE RIGHT AND
 BK2990'SOUTHEAST OF THE HIGHWAY IN A DRILL HOLE IN THE HEADWALL OF A
 BK2990'CROSS-DRAIN UNDER THE MISSOURI PACIFIC RAILROAD.
 BK2990'
 BK2990'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2990'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2990'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2990'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BK2990'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2990'STAMPED ANA 1974.  THE MARK IS 112 FEET WEST-SOUTHWEST OF A
 BK2990'METAL SHED, 67 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 50
 BK2990'FEET SOUTHEAST OF THE CENTER OF U. S. HIGHWAY 165, 34.5 FEET
 BK2990'WEST-NORTHWEST OF THE WEST RAIL ON THE MAIN LINE OF THE MISSOURI
 BK2990'PACIFIC RAILROAD, 2.5 FEET SOUTHEAST OF A TELEGRAPH POLE, AND 2
 BK2990'FEET NORTHEAST OF A METAL WTINESS POST AND SIGN.
 BK2990'
 BK2990'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2990'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2990'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2990'STAMPED ANA RM 1 1974.  IT IS 118 FEET SOUTHWEST OF THE SOUTHWEST
 BK2990'CORNER OF A METAL SHED, 94 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 BK2990'A GRAVEL ROAD, 69 FEET SOUTHEAST OF THE CENTER OF U. S. HIGHWAY
 BK2990'165, 33 FEET SOUTH OF A TELEGRAPH POLE, 17 FEET NORTHWEST OF THE
 BK2990'WEST RAIL ON THE MAIN LINE OF THE MISSOURI PACIFIC RAILROAD.
 BK2990'
 BK2990'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2990'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2990'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2990'STAMPED ANA RM 2 1974.  IT IS 99.5 FEET WEST OF THE SOUTHWEST
 BK2990'CORNER OF A METAL SHED, 46.5 FEET SOUTHEAST OF THE CENTER OF U. S.
 BK2990'HIGHWAY 165, 42 FEET NORTH-NORTHEAST OF A TELEGRAPH POLE, AND 25
 BK2990'FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD.
 BK2990'
 BK2990'THE AZIMUTH MARK IS A STANDARD U. S. COAST AND GEODETIC SURVEY BENCH
 BK2990'MARK DISK SET IN A DRILL HOLE IN THE HEADWALL OF A CONCRETE BOX
 BK2990'DRAIN UNDER THE MISSOURI PACIFIC RAILROAD.  IT IS STAMPED L16 1934.
 BK2990'IT IS 71.5 FEET EAST-NORTHEAST OF THE CENTER OF U. S. HIGHWAY 165,
 BK2990'50 FEET EAST-NORTHEAST OF THE CENTER OF A BOX DRAIN UNDER THE
 BK2990'HIGHWAY, 35 FEET SOUTH OF A TELEGRAPH POLE, AND 10 FEET
 BK2990'WEST-NORTHWEST OF THE WEST RAIL ON THE MAIN LINE ON THE
 BK2990'MISSOURI PACIFIC RAILROAD.
 BK2990'
 BK2990'NEAREST TOWN--OBERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2810 ***********************************************************************
 CQ2810  DESIGNATION -  ANA
 CQ2810  PID         -  CQ2810
 CQ2810  STATE/COUNTY-  LA/OUACHITA
 CQ2810  USGS QUAD   -  CADEVILLE (1982)
 CQ2810
 CQ2810                         *CURRENT SURVEY CONTROL
 CQ2810  ___________________________________________________________________
 CQ2810* NAD 83(1992)-  32 24 53.98242(N)    092 20 42.99758(W)     ADJUSTED  
 CQ2810* NAVD 88     -        54.2    (meters)     178.     (feet)  VERTCON   
 CQ2810  ___________________________________________________________________
 CQ2810  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CQ2810  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2810
 CQ2810  HORZ ORDER  -  SECOND
 CQ2810
 CQ2810.The horizontal coordinates were established by classical geodetic methods
 CQ2810.and adjusted by the National Geodetic Survey in January 1993..
 CQ2810
 CQ2810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2810
 CQ2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2810
 CQ2810.The geoid height was determined by GEOID03.
 CQ2810
 CQ2810;                    North         East     Units Scale Factor Converg.
 CQ2810;SPC LA N     -   212,338.572 1,014,553.319   MT  0.99995229   +0 04 54.5
 CQ2810;SPC LA N     -   696,647.46  3,328,580.35   sFT  0.99995229   +0 04 54.5
 CQ2810;UTM  15      - 3,586,624.835   561,562.486   MT  0.99964673   +0 21 03.5
 CQ2810
 CQ2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2810!SPC LA N     -   0.99999554  x   0.99995229  =   0.99994783
 CQ2810!UTM  15      -   0.99999554  x   0.99964673  =   0.99964227
 CQ2810
 CQ2810:                Primary Azimuth Mark                     Grid Az
 CQ2810:SPC LA N     -  ANA AZ MK 2                              030 14 41.9
 CQ2810:UTM  15      -  ANA AZ MK 2                              029 58 32.9
 CQ2810
 CQ2810|---------------------------------------------------------------------|
 CQ2810| PID    Reference Object                     Distance      Geod. Az  |
 CQ2810|                                                           dddmmss.s |
 CQ2810| CY3274 ANA AZ MK 2                                        0301936.4 |
 CQ2810| CY3275 ANA RM 1                             18.134 METERS 04302     |
 CQ2810| CQ2809 ANA LADH A PT 1971                   15.247 METERS 15631     |
 CQ2810| CY3273 ANA AZ MK                                          2633801.6 |
 CQ2810| CY3276 ANA RM 2                             13.632 METERS 30728     |
 CQ2810|---------------------------------------------------------------------|
 CQ2810
 CQ2810                          SUPERSEDED SURVEY CONTROL
 CQ2810
 CQ2810  NAD 83(1986)-  32 24 53.99587(N)    092 20 42.98921(W) AD(       ) 2
 CQ2810  NAD 27      -  32 24 53.45852(N)    092 20 42.48082(W) AD(       ) 2
 CQ2810  NGVD 29 (07/19/86)   54.2    (m)          178.     (f) VERT ANG       
 CQ2810
 CQ2810.Superseded values are not recommended for survey control.
 CQ2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2810.See file dsdata.txt to determine how the superseded data were derived.
 CQ2810
 CQ2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6156286625(NAD 83)
 CQ2810_MARKER: DH = HORIZONTAL CONTROL DISK
 CQ2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2810_STAMPING: ANA 1971
 CQ2810_MARK LOGO: LADH  
 CQ2810_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2810+STABILITY: SURFACE MOTION
 CQ2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2810+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 CQ2810
 CQ2810  HISTORY     - Date     Condition        Report By
 CQ2810  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2810  HISTORY     - 19900618 GOOD             LADTD
 CQ2810
 CQ2810                          STATION DESCRIPTION
 CQ2810
 CQ2810'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2810'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF EROS, 6.5 MILES
 CQ2810'SOUTHEAST OF CALHOUN AND 15 MILES SOUTHWEST OF WEST MONROE,
 CQ2810'IN THE NORTHWEST 1/4 OF SECTION 35, T17N, R1E, AND ON THE
 CQ2810'PROPERTY OWNED BY TENNESSEE GAS TRANSMISSION COMPANY, ADDRESS
 CQ2810'TONY JABBIA, MONROE, LOUISIANA, TELEPHONE 387-4143.
 CQ2810'
 CQ2810'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 20 AND
 CQ2810'STATE HIGHWAY 617 IN WEST MONROE, GO SOUTH ALONG STATE HIGHWAY
 CQ2810'617 FOR 1.4 MILES TO THE INTERSECTION WITH STATE HIGHWAY 34, THENCE
 CQ2810'SOUTH AND WEST ALONG STATE HIGHWAY 34 FOR 15 MILES TO THE
 CQ2810'TENNESSEE GAS COMPANY PIPELINE CROSSING.  THE STATION IS SET TO
 CQ2810'THE RIGHT AND NORTHEAST OF THE HIGHWAY NEAR THE SOUTHEAST EDGE
 CQ2810'OF THE PIPELINE RIGHT-OF-WAY.
 CQ2810'
 CQ2810'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ALONG
 CQ2810'STATE HIGHWAY 34 FOR 0.2 MILE TO THE MARK WHICH IS SET ON THE
 CQ2810'RIGHT AND NORTH OF THE HIGHWAY IN A CURVE NEAR SOME PINE TREES.
 CQ2810'
 CQ2810'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE EAST ALONG STATE
 CQ2810'HIGHWAY 34 FOR 0.1 MILE TO THE CADEVILLE LODGE ROAD LEADING NORTH,
 CQ2810'DRIVE NORTH ALONG THE CADEVILLE ROAD FOR 0.2 MILE TO THE
 CQ2810'TENNESSEE GAS LINE CROSSING.  THE MARK IS SET ON THE RIGHT AND
 CQ2810'NORTHEAST OF THE ROAD.
 CQ2810'
 CQ2810'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2810'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2810'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2810'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2810'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2810'SURFACE.  THEY ARE STAMPED ANA 1971.  THE MARK IS 100 FEET
 CQ2810'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 34, 100 FEET
 CQ2810'EAST-SOUTHEAST OF THE CENTER OF THE PIPELINE RIGHT-OF-WAY, 81
 CQ2810'FEET NORTHEAST OF A VENT PIPE ON THE EAST TRUNKLINE, 4 FEET
 CQ2810'NORTHEAST OF THE EAST TRUNKLINE, AND 2.50 FEET NORTH OF A
 CQ2810'METAL WITNESS POST.
 CQ2810'
 CQ2810'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2810'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2810'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2810'GROUND.  IT IS STAMPED ANA R.M. 1 1971.  IT IS 160 FEET
 CQ2810'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 34, 139 FEET
 CQ2810'NORTHEAST OF A PIPELINE VENT, 3 FEET NORTHWEST OF THE EAST
 CQ2810'TRUNKLINE.
 CQ2810'
 CQ2810'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2810'AND U.S. COAST GUARD AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CQ2810'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2810'GROUND.  IT IS STAMPED ANA R.M. 2 1971.  IT IS 115 FEET
 CQ2810'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 34, 79 FEET NORTH
 CQ2810'OF A PIPELINE VENT, 60 FEET EAST SOUTHEAST OF THE CENTER OF THE
 CQ2810'PIPELINE RIGHT-OF-WAY, 50 FEET NORTHEAST OF THE EAST TRUNKLINE.
 CQ2810'
 CQ2810'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2810'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2810'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2810'GROUND.  IT IS STAMPED ANA AZ MK. 1971.  IT IS 87 FEET NORTHEAST
 CQ2810'OF A 36 INCH PINE TREE, 30 FEET NORTHWEST OF THE CENTER OF STATE
 CQ2810'HIGHWAY 34, 19 FEET SOUTHWEST OF A 10 INCH GUM TREE, 11 FEET
 CQ2810'EAST OF A 12 INCH PINE TREE AND 1.50 FEET NORTHWEST OF A METAL
 CQ2810'WITNESS POST AND SIGN.
 CQ2810'
 CQ2810'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2810'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2810'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 12 INCHES.  IT
 CQ2810'IS STAMPED ANA AZ.MK.2 1971.  IT IS 48.5 FEET NORTH OF A PIPELINE
 CQ2810'VENT, 35 FEET EAST-NORTHEAST OF THE CENTER OF THE CADEVILLE LODGE
 CQ2810'ROAD, 16 FEET EAST-NORTHEAST OF A 40 INCH PINE TREE, AND 11 FEET
 CQ2810'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ2810'
 CQ2810'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ2810
 CQ2810                          STATION RECOVERY (1990)
 CQ2810
 CQ2810'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ2810'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTHWEST OF WEST MONROE,
 CQ2810'6.5 MI (10.5 KM) SOUTHEAST OF CALHOUN, AND 4.8 MI (7.7 KM) NORTHEAST
 CQ2810'OF EROS, IN THE NORTHWEST QUARTER OF SECTION 35, T 17 N, R 1 E.
 CQ2810'OWNERSHIP--TENNESSEE GAS TRANSMISSION COMPANY, MONROE, LOUISIANA,
 CQ2810'TELEPHONE NUMBER 318-387-4143. TO REACH THE STATION FROM THE POST
 CQ2810'OFFICE IN EROS, GO EAST FOR 4.8 MI (7.7 KM) ON STATE HIGHWAY 34 TO THE
 CQ2810'STATION ON THE LEFT AT A PIPE LINE CROSSING,  100.0 FT (30.5 M)
 CQ2810'NORTH-NORTHEAST FROM THE CENTER OF THE HIGHWAY, 100.0 FT (30.5 M)
 CQ2810'EAST-SOUTHEAST FROM THE CENTER OF THE PIPELINE RIGHT-OF-WAY, 44.0 FT
 CQ2810'(13.4 M) WEST FROM A POWER POLE, 18.0 FT (5.5 M) EAST FROM A VENT PIPE
 CQ2810'AND 2.5 FT (0.8 M) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CQ2810'THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3072 ***********************************************************************
 BK3072  DESIGNATION -  ANACOCO
 BK3072  PID         -  BK3072
 BK3072  STATE/COUNTY-  LA/VERNON
 BK3072  USGS QUAD   -  KNIGHT (1986)
 BK3072
 BK3072                         *CURRENT SURVEY CONTROL
 BK3072  ___________________________________________________________________
 BK3072* NAD 83(1992)-  30 53 14.77800(N)    093 29 35.91494(W)     ADJUSTED  
 BK3072* NAVD 88     -        40.86   (+/-2cm)     134.1    (feet)  VERTCON   
 BK3072  ___________________________________________________________________
 BK3072  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 BK3072  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3072
 BK3072  HORZ ORDER  -  FIRST
 BK3072  VERT ORDER  -  THIRD ? (See Below)
 BK3072
 BK3072.The horizontal coordinates were established by classical geodetic methods
 BK3072.and adjusted by the National Geodetic Survey in February 1996..
 BK3072
 BK3072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3072.The vertical order pertains to the NGVD 29 superseded value.
 BK3072
 BK3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3072
 BK3072.The geoid height was determined by GEOID03.
 BK3072
 BK3072;                    North         East     Units Scale Factor Converg.
 BK3072;SPC LA N     -    43,394.476   905,017.646   MT  1.00007503   -0 31 30.6
 BK3072;SPC LA N     -   142,370.04  2,969,212.06   sFT  1.00007503   -0 31 30.6
 BK3072;SPC TX C     - 3,155,427.030 1,353,529.422   MT  0.99988371   +3 31 22.9
 BK3072;SPC TX C     -10,352,430.18  4,440,704.45   sFT  0.99988371   +3 31 22.9
 BK3072;SPC LA S     -   266,590.949   793,474.029   MT  1.00004523   -1 04 48.1
 BK3072;SPC LA S     -   874,640.47  2,603,256.04   sFT  1.00004523   -1 04 48.1
 BK3072;UTM  15      - 3,417,231.583   452,850.161   MT  0.99962742   -0 15 11.7
 BK3072
 BK3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3072!SPC LA N     -   0.99999786  x   1.00007503  =   1.00007289
 BK3072!SPC TX C     -   0.99999786  x   0.99988371  =   0.99988157
 BK3072!SPC LA S     -   0.99999786  x   1.00004523  =   1.00004309
 BK3072!UTM  15      -   0.99999786  x   0.99962742  =   0.99962528
 BK3072
 BK3072:                Primary Azimuth Mark                     Grid Az
 BK3072:SPC LA N     -  ANACOCO AZ MK                            061 32 52.4
 BK3072:SPC TX C     -  ANACOCO AZ MK                            057 29 58.9
 BK3072:SPC LA S     -  ANACOCO AZ MK                            062 06 09.9
 BK3072:UTM  15      -  ANACOCO AZ MK                            061 16 33.5
 BK3072
 BK3072|---------------------------------------------------------------------|
 BK3072| PID    Reference Object                     Distance      Geod. Az  |
 BK3072|                                                           dddmmss.s |
 BK3072| CV8008 ANACOCO AZ MK                                      0610121.8 |
 BK3072| CV8013 ANACOCO RM 3                         50.268 METERS 09618     |
 BK3072| CV8011 ANACOCO RM 1                         67.282 METERS 09810     |
 BK3072| CV8014 ANACOCO RM 4                         57.302 METERS 17339     |
 BK3072| CV8012 ANACOCO RM 2                         63.304 METERS 17836     |
 BK3072| CV8010 ANACOCO AZ MK 2                                    2172413.8 |
 BK3072| CV8009 ANACOCO AZ MK RESET                                2200228.1 |
 BK3072|---------------------------------------------------------------------|
 BK3072
 BK3072                          SUPERSEDED SURVEY CONTROL
 BK3072
 BK3072  NAD 83(1992)-  30 53 14.78087(N)    093 29 35.91348(W) AD(       ) 1
 BK3072  NAD 83(1986)-  30 53 14.78850(N)    093 29 35.91056(W) AD(       ) 1
 BK3072  NAD 27      -  30 53 14.07500(N)    093 29 35.30100(W) AD(       ) 1
 BK3072  NGVD 29 (07/19/86)   40.97   (m)          134.4    (f) LEVELING    3  
 BK3072
 BK3072.Superseded values are not recommended for survey control.
 BK3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3072.See file dsdata.txt to determine how the superseded data were derived.
 BK3072
 BK3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5285017232(NAD 83)
 BK3072_MARKER: DS = TRIANGULATION STATION DISK
 BK3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3072
 BK3072  HISTORY     - Date     Condition        Report By
 BK3072  HISTORY     - 1935     MONUMENTED       CGS
 BK3072  HISTORY     - 1935     GOOD             TSI
 BK3072  HISTORY     - 1937     GOOD             TXHD
 BK3072  HISTORY     - 1937     GOOD             LAGS
 BK3072  HISTORY     - 1943     GOOD             USE
 BK3072  HISTORY     - 1963     GOOD             CGS
 BK3072  HISTORY     - 1966     GOOD             CGS
 BK3072
 BK3072                          STATION DESCRIPTION
 BK3072
 BK3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3072'THIS STATION IS IN SEC. 16 T 2 S, R 11 W.  ABOUT 9 1/2 MILES NNE OF
 BK3072'MERRYVILLE AND 16 MILES WNW OF DERIDDER, ON SLIGHT RISE OF CUT OVER
 BK3072'AREA OWNED BY LUTCHER, MOORE LUMBER COMPANY OF ORANGE, TEXAS, 55 FEET
 BK3072'W OF DIM SAND TRAIL, 192 FEET W OF CENTER LINE OF GRAVELED ROAD, 156
 BK3072'FEET SSE OF 10 INCH BLAZED PINE TREE.  THE MARK PROJECTS 10 INCHES.
 BK3072'
 BK3072'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BK3072'DISKS SET IN CONCRETE AS DESCRIBED.
 BK3072'
 BK3072'REFERENCE MARK NO. 1 IS 220.74 FEET E OF STATION , 23 FEET W OF CENTER
 BK3072'LINE OF GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES, THE DISTANCE
 BK3072'BETWEEN THE REFERENCE MARKS IS 277 FEET.
 BK3072'
 BK3072'REFERENCE MARK NO. 2 IS IN W LINE OF RIGHT OF WAY OF GRAVELED ROAD,
 BK3072'207.69 FEET S OF STATION , 6 FEET W OF ROAD BANK, 80 FEET E OF SAND
 BK3072'TRAIL.  THE MARK PROJECTS 5 INCHES.
 BK3072'
 BK3072'THE AZIMUTH MARK IS NE OF THE STATION IN NW LINE OF RIGHT OF WAY OF
 BK3072'GRAVEL ROAD, 20 FEET NW OF CENTER LINE OF ROAD, 2 FEET NW OF ROAD
 BK3072'BANK, 0.1 MILE SSE OF SMALL FARM BUILDING.  THE MARK PROJECTS 3 IN.
 BK3072'
 BK3072'REACH STATION FROM MERRYVILLE BY GOING N ON STATE HIGHWAY 22, 6.1
 BK3072'MILES TO ROAD JUNCTION.  LEAVE HIGHWAY 22 AND GO N ON GRAVELED ROAD
 BK3072'3.8 MILES TO SAND TRAIL LEAVING HIGHWAY TO LEFT AND THEN RUNNING
 BK3072'PARALLEL TO IT.  LEAVE THE HIGHWAY HERE AND FOLLOW SAND TRAIL
 BK3072'NORTHEASTERLY 0.2 MILE TO STATION ON LEFT.
 BK3072'
 BK3072'LIGHTS 126 FEET ABOVE STATION LUDINGTON COME INTO VIEW 90 FEET ABOVE
 BK3072'THIS STATION, LIGHTS 136 FEET ABOVE STATION SABINE COME INTO VIEW
 BK3072'77 FEET ABOVE THIS STATION, LIGHTS 126 FEET ABOVE STATION MERRYVILLE
 BK3072'COME INTO VIEW 64 FEET ABOVE THIS STATION, AND LIGHTS 126 FEET ABOVE
 BK3072'STATION TROUT COME INTO VIEW 37 FEET ABOVE THIS STATION.
 BK3072'
 BK3072'NOTE--THIS STATION CAN BE REACHED FROM DERIDDER BY GOING W ON STATE
 BK3072'HIGHWAY 22, 13.3 MILES TO JUNCTION, THENCE AS DESCRIBED ABOVE.
 BK3072
 BK3072                          STATION RECOVERY (1935)
 BK3072
 BK3072'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1935 (ET)
 BK3072'ORIGINAL STATION AND DESCRIPTION GOOD.
 BK3072
 BK3072                          STATION RECOVERY (1937)
 BK3072
 BK3072'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BK3072'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AND FOUND TO BE
 BK3072'IN GOOD CONDITION.
 BK3072'
 BK3072'STATION WAS REACHED FROM LEESVILLE, LOUISIANA BY GOING SW ON STATE
 BK3072'HIGHWAY 21 TO CAMEY, THERE LEAVING STATE HIGHWAY 21 AND GOING S AND
 BK3072'SE ON GRAVEL ROAD 19.03 MILES, FROM WHICH POINT THE STATION IS 48 DEG
 BK3072'E, 200 FEET.
 BK3072
 BK3072                          STATION RECOVERY (1937)
 BK3072
 BK3072'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK3072'RECOVERED AS DESCRIBED.
 BK3072
 BK3072                          STATION RECOVERY (1943)
 BK3072
 BK3072'RECOVERY NOTE BY US ENGINEERS 1943
 BK3072'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 BK3072
 BK3072                          STATION RECOVERY (1963)
 BK3072
 BK3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BK3072'THE STATION WAS VISITED 12-3-63 AND THE STATION, R.M. NO. 2 AND THE
 BK3072'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 BK3072'FOUND DISTURBED.  DUE TO ROAD CONSTRUCTION, R.M. NO. 1 AND 2 AND THE
 BK3072'AZIMUTH MARK WERE REQUESTED MOVED TO A NEW LOCATION.  THEREFORE R.M.
 BK3072'NO. 3 AND 4 WERE ESTABLISHED AND THE AZIMUTH MARK RESET AT THIS DATE.
 BK3072'THE DISKS FOR R.M. NO. 1 AND 2 AND THE OLD AZIMUTH MARK WERE
 BK3072'RECLAIMED.  A NEW DESCRIPTION FOLLOWS.
 BK3072'
 BK3072'THE STATION IS LOCATED ABOUT 9.5 MILES NNE OF MERRYVILLE, ABOUT 16
 BK3072'MILES WNW OF DERIDDER, IN SEC 16, T2S, R11W ON LAND OWNED BY THE
 BK3072'LUTCHER MOORE LUMBER CO. FROM ORANGE TX., AND ON A LOW RIDGE SPARSELY
 BK3072'COVERED WITH PINE TREES.  IT IS 192 FEET W. OF A POWER POLE, 137 FEET
 BK3072'NW OF THE R.O.W. FENCE LINE, 192 FEET NW OF THE CENTERLINE OF STATE
 BK3072'HIGHWAY 464, 242 FEET NE OF A POWER POLE, 93 FEET NW OF THE CENTERLIE
 BK3072'OF THE POWER LINE, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 BK3072'STANDARD DISK, STAMPED ANACOCO 1935, PROJECTING 10 INCHES.
 BK3072'
 BK3072'REFERENCE MARK NO. 3 IS 164.82 FEET EAST OF THE STATION, 54 FEET
 BK3072'WNW OF THE CENTERLINE OF THE HIGHWAY, 60 FEET SW OF POWER POLE NO. 40,
 BK3072'AND 1 FOOT ESE OF A FENCE LINE, AND 1 FOOT WEST OF A METAL WITNESS
 BK3072'POST.  IT IS A STANDARD DISK, STAMPED ANACOCO NO 3 1935, PROJECTING
 BK3072'4 INCHES.
 BK3072'
 BK3072'REFERENCE MARK NO. 4 IS 187.93 FEET S. OF THE STATION, 266 FEET
 BK3072'SSW OF POWER POLE NO. 40, 144 FEET ENE OF POWER POLE NO. 41, 54 FEET
 BK3072'WNW OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT ESE OF A FENCE LINE AND
 BK3072'1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK3072'ANACOCO NO 4 1935, PROJECTING 4 INCHES.
 BK3072'
 BK3072'THE DISTANCE BETWEEN R.M. NO. 3 AND NO. 4 IS 221.12 FEET.
 BK3072'
 BK3072'THE AZIMUTH MARK IS 0.3 MILE SW OF THE STATION AT THE TOP OF THE
 BK3072'FIRST CUT IN THE HIGHWAY SW OF THE STATION, ABOUT 0.15 MILE NORTHEAST
 BK3072'OF A HIGHWAY BRIDGE, 1 FOOT NW OF A FENCE LINE, 50 FEET SE OF THE
 BK3072'CENTER LINE OF THE HIGHWAY 206 FEET SW OF A POWER POLE, 217 FEET NE OF
 BK3072'A POWER POLE, 1 FOOT N OF A WITNESS POST (METAL), IT IS A STANDARD
 BK3072'DISK, STAMPED ANACOCO 1935 RESET 1963, PROJECTING 4 INCHES.
 BK3072'
 BK3072'TO REACH THE STATION FROM MERRYVILLE, GO NORTH ON U.S. HIGHWAY 190
 BK3072'FOR 6.1 MILE TO THE JUNCTION WITH STATE HIGHWAY 11, TAKE LEFT FORK
 BK3072'AND GO NORTH ON STATE HIGHWAY 111 FOR 2.75 MILES TO THE JUNCTION WITH
 BK3072'STATE HIGHWAY 464, TAKE RIGHT FORK AND GO NE ON STATE HIGHWAY 464 FOR
 BK3072'0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NE FOR 0.3 MILE
 BK3072'TO THE STATION ON THE LEFT.
 BK3072
 BK3072                          STATION RECOVERY (1966)
 BK3072
 BK3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3072'THE STATION MARK, REFERENCE MARKS NO. 3 AND 4 AND AN AZIMUTH MARK WERE
 BK3072'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO.2
 BK3072'AND THE 1935 AZIMUTH MARK WERE NOT RECOVERED.  DUE TO LACK OF
 BK3072'INFORMATION FURNISHED AT THIS TIME PERTAINING TO THIS STATION, IT IS
 BK3072'BELIEVED THAT REFERENCE MARKS NO. 1 AND NO. 2 AND THE 1935 AZIMUTH
 BK3072'MARK WERE DESTROYED BY ROAD CONSTRUCTION IN 1963 AND A NEW SET OF
 BK3072'MARKS WERE ESTABLISHED AT THAT TIME, ALSO ANOTHER AZIMUTH MARK WAS
 BK3072'ESTABLISHED BY THIS PARTY.
 BK3072'
 BK3072'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 BK3072'
 BK3072'THE STATION IS LOCATED ABOUT 15 1/2 MILES WEST NORHTWEST OF DERIDDER
 BK3072'AND 10 MILES NORTH NORTHEAST OF MERRYVILLE, IN THE NORTHWEST CORNER OF
 BK3072'THE SOUTHEAST QUARTER OF SECTION 16, T 2 S, R 11 W, AND IN A TIMBERED
 BK3072'AREA OWNED BY THE LUTCHER MOORE LUMBER COMPANY AND GAME MANAGEMENT.
 BK3072'
 BK3072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BK3072'HIGHWAY 111 ABOUT 6.0 MILES NORTH OF MERRYVILLE, GO NORTH ON HIGHWAY
 BK3072'111 FOR 3.0 MILES TO A ROAD FORK.  BEAR RIGHT AND GO NORTHEAST ON
 BK3072'PARISH ROUTE 464 FOR 0.8 MILE TO THE 1963 AZIMUTH MARK ON THE RIGHT,
 BK3072'CONTINUE NORTHEAST FOR 0.05 MILE TO THE 1966 AZIMUTH MARK ON THE RIGHT
 BK3072'CONTINUE NORTHEAST FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BK3072'
 BK3072'THE STATION MARK IS A STANDARD DISK STAMPED ANACOCO 1935, SET IN THE
 BK3072'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES ABOVE
 BK3072'THE SURFACE OF THE GROUND.  IT IS 193 FEET NORTHWEST OF THE CENTER OF
 BK3072'ROUTE 464, 136 FEET NORTHWEST OF A FENCE, 21 FEET NORHTEAST OF AN 8
 BK3072'INCH PINE TREE, 18.5 FEET SOUTHWEST OF A 6 INCH PINE TREE AND 2 FEET
 BK3072'NORHTWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BK3072'
 BK3072'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ANACOCO NO 3 1935,
 BK3072'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH
 BK3072'WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET NORHTWEST OF THE CENTER
 BK3072'OF ROUTE 464, 1 FOOT SOUTHEAST OF THE FENCE AND 1 FOOT WEST OF A METAL
 BK3072'WITNESS POST.
 BK3072'
 BK3072'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ANACOCO NO 4 1935,
 BK3072'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH
 BK3072'WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET NORHTWEST OF THE CENTER
 BK3072'OF ROUTE 464, 1 FOOT SOUTHEAST OF THE FENCE AND 1 FOOT WEST OF A METAL
 BK3072'WITNESS POST.
 BK3072'
 BK3072'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANACOCO 1935 RESET 1963,
 BK3072'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 BK3072'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 48 FEET SE OF THE
 BK3072'CENTER OF ROUTE 464, 1.5 FEET NW OF A FENCE AND 1.5 FEET EAST OF A
 BK3072'METAL WITNESS POST.
 BK3072'
 BK3072'AZ 2 IS A STANDARD AZIMUTH MARK DISK STAMPED ANACOCO 1935 AZ 2 1966,
 BK3072'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 BK3072'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43.5 FEET
 BK3072'SOUTHEAST OF THE CENTER OF ROUTE 464, 9 FEET EAST OF A HIGHWAY RIGHT
 BK3072'OF WAY MARKER AND 1 FOOT NORTHWEST OF A METAL WITNESS POST IN A
 BK3072'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1188 ***********************************************************************
 AT1188  DESIGNATION -  AND 1934
 AT1188  PID         -  AT1188
 AT1188  STATE/COUNTY-  LA/PLAQUEMINES
 AT1188  USGS QUAD   -  BAY BATISTE (1993)
 AT1188
 AT1188                         *CURRENT SURVEY CONTROL
 AT1188  ___________________________________________________________________
 AT1188* NAD 83(1992)-  29 23 41.35961(N)    089 47 15.17020(W)     ADJUSTED  
 AT1188* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1188  **This station is located in a subsidence area (see below).
 AT1188  ___________________________________________________________________
 AT1188  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AT1188  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AT1188
 AT1188  HORZ ORDER  -  THIRD
 AT1188
 AT1188.The horizontal coordinates were established by classical geodetic methods
 AT1188.and adjusted by the National Geodetic Survey in January 1993..
 AT1188
 AT1188 ** The orthometric height has not been validated since last determined
 AT1188 ** by differential leveling and should not be used for control purposes.
 AT1188 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1188 ** area with valid NAVD 88 orthometric heights.
 AT1188 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1188 ** epoch indicated which incorporates improved geoid heights for the
 AT1188 ** Southern Louisiana Subsidence area.
 AT1188 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1188.The orthometric height was scaled from a topographic map.
 AT1188
 AT1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1188
 AT1188.The geoid height was determined by GEOID03.
 AT1188
 AT1188;                    North         East     Units Scale Factor Converg.
 AT1188;SPC LA S     -   100,199.777 1,150,036.403   MT  0.99998128   +0 46 22.5
 AT1188;SPC LA S     -   328,738.77  3,773,077.77   sFT  0.99998128   +0 46 22.5
 AT1188;UTM  16      - 3,254,961.437   229,475.578   MT  1.00050313   -1 22 08.5
 AT1188
 AT1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1188!SPC LA S     -   1.00000382  x   0.99998128  =   0.99998510
 AT1188!UTM  16      -   1.00000382  x   1.00050313  =   1.00050695
 AT1188
 AT1188                          SUPERSEDED SURVEY CONTROL
 AT1188
 AT1188  NAD 83(1986)-  29 23 41.37058(N)    089 47 15.17780(W) AD(       ) 3
 AT1188  NAD 27      -  29 23 40.57600(N)    089 47 14.93800(W) AD(       ) 3
 AT1188
 AT1188.Superseded values are not recommended for survey control.
 AT1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1188.See file dsdata.txt to determine how the superseded data were derived.
 AT1188
 AT1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2947654961(NAD 83)
 AT1188_MARKER: I = METAL ROD
 AT1188_SETTING: 0 = UNSPECIFIED SETTING
 AT1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1188
 AT1188  HISTORY     - Date     Condition        Report By
 AT1188  HISTORY     - 1934     MONUMENTED       LOCSUR
 AT1188  HISTORY     - 19730212 MARK NOT FOUND   NGS
 AT1188
 AT1188                          STATION DESCRIPTION
 AT1188
 AT1188'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934 (TBR)
 AT1188'ON THE EASTERN
 AT1188'SHORE OF LAKE
 AT1188'WASHINGTON ABOUT 1/2 MILE NW OF THE FREEPORT SULPHUR
 AT1188'COMPANY PLANT, ON A STRAIGHT
 AT1188'SHORE LINE, AND ABOUT 3 METERS
 AT1188'(10 FEET) FROM THE HIGH-WATER MARK.  THE
 AT1188'STATION A LOCAL SURVEY
 AT1188'STATION, IS MARKED BY AN IRON PIPE SET IN A BLOCK OF CEMENT
 AT1188'AND MARKED ECAILLE.
 AT1188
 AT1188                          STATION RECOVERY (1973)
 AT1188
 AT1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3119 ***********************************************************************
 CP3119  DESIGNATION -  ANDERSON
 CP3119  PID         -  CP3119
 CP3119  STATE/COUNTY-  LA/WEST CARROLL
 CP3119  USGS QUAD   -  CONGO CREEK (1986)
 CP3119
 CP3119                         *CURRENT SURVEY CONTROL
 CP3119  ___________________________________________________________________
 CP3119* NAD 83(1992)-  32 34 56.35234(N)    091 34 34.43154(W)     ADJUSTED  
 CP3119* NAVD 88     -        28.8    (meters)      94.     (feet)  VERTCON   
 CP3119  ___________________________________________________________________
 CP3119  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CP3119  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP3119
 CP3119  HORZ ORDER  -  SECOND
 CP3119
 CP3119.The horizontal coordinates were established by classical geodetic methods
 CP3119.and adjusted by the National Geodetic Survey in January 1993..
 CP3119
 CP3119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3119
 CP3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3119
 CP3119.The geoid height was determined by GEOID03.
 CP3119
 CP3119;                    North         East     Units Scale Factor Converg.
 CP3119;SPC LA N     -   231,252.814 1,086,731.024   MT  0.99998186   +0 29 18.2
 CP3119;SPC LA N     -   758,701.94  3,565,383.37   sFT  0.99998186   +0 29 18.2
 CP3119;UTM  15      - 3,605,878.679   633,631.526   MT  0.99982020   +0 46 00.6
 CP3119
 CP3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3119!SPC LA N     -   0.99999956  x   0.99998186  =   0.99998142
 CP3119!UTM  15      -   0.99999956  x   0.99982020  =   0.99981976
 CP3119
 CP3119|---------------------------------------------------------------------|
 CP3119| PID    Reference Object                     Distance      Geod. Az  |
 CP3119|                                                           dddmmss.s |
 CP3119| CY3278 ANDERSON RM 1                        37.009 METERS 11115     |
 CP3119| CY3277 ANDERSON AZ MK                                     3052517.0 |
 CP3119| CY3279 ANDERSON RM 2                        43.708 METERS 33205     |
 CP3119|---------------------------------------------------------------------|
 CP3119
 CP3119                          SUPERSEDED SURVEY CONTROL
 CP3119
 CP3119  NAD 83(1986)-  32 34 56.36379(N)    091 34 34.42449(W) AD(       ) 2
 CP3119  NAD 27      -  32 34 55.86455(N)    091 34 33.99136(W) AD(       ) 2
 CP3119  NGVD 29 (07/19/86)   28.9    (m)           95.     (f) VERT ANG       
 CP3119
 CP3119.Superseded values are not recommended for survey control.
 CP3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3119.See file dsdata.txt to determine how the superseded data were derived.
 CP3119
 CP3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3363205879(NAD 83)
 CP3119_MARKER: DS = TRIANGULATION STATION DISK
 CP3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3119
 CP3119  HISTORY     - Date     Condition        Report By
 CP3119  HISTORY     - 1970     MONUMENTED       NGS
 CP3119
 CP3119                          STATION DESCRIPTION
 CP3119
 CP3119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3119'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTHEAST OF RAYVILLE,
 CP3119'10 MILES NORTHWEST OF DELHI, 6 MILES SOUTHWEST OF THE SMALL
 CP3119'SETTLEMENT OF EPPS AND IN THE SOUTHWEST 1/4 OF SECTION 32, T 19 N,
 CP3119'R 9 E ON PROPERTY OF MR. RALPH ANDERSON.  ADDRESS--EPPS,
 CP3119'LOUISIANA.  PHONE--926-5168.
 CP3119'
 CP3119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP3119'STATE HIGHWAY 183 AT THE STOP LIGHT AND THE HOLLY RIDGE SCHOOL
 CP3119'IN HOLLY RIDGE, GO NORTH ON STATE HIGHWAY 183 FOR 7.85 MILES
 CP3119'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 2.8
 CP3119'MILES TO A GRAVELED CROSSROAD.  CONTINUE EAST ON PAVED ROAD FOR
 CP3119'0.2 MILE TO THE STATION ON THE LEFT JUST EAST OF A GRADED
 CP3119'DRIVEWAY ON THE LEFT.
 CP3119'
 CP3119'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED
 CP3119'ROAD FOR 0.2 MILE TO THE GRAVELED CROSSROAD.  TURN RIGHT AND
 CP3119'GO NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 CP3119'ON THE RIGHT.
 CP3119'
 CP3119'THE STATION MARKS ARE STANDARD DISKS STAMPED ANDERSON 1970.  THE
 CP3119'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3119'MONUMENT THAT IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 84
 CP3119'FEET NORTH OF THE CENTER OF A PAVED ROAD, 80 FEET EAST OF THE
 CP3119'CENTER OF THE GRADED DRIVEWAY, 74 FEET NORTHEAST OF A FENCE
 CP3119'CORNER AND 61 FEET EAST OF A NORTH-SOUTH FENCE AND 45 FEET NORTH
 CP3119'OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS
 CP3119'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CP3119'THE GROUND SURFACE.
 CP3119'
 CP3119'REFERENCE MARK 1, A STANDARD DISK STAMPED ANDERSON NO 1 1970,
 CP3119'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3119'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 172 FEET EAST OF A
 CP3119'FENCE CORNER, 110 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 CP3119'39 FEET NORTH OF THE CENTER OF THE PAVED ROAD AND 1.2 FEET NORTH
 CP3119'OF A FENCE.
 CP3119'
 CP3119'REFERENCE MARK 2, A STANDARD DISK STAMPED ANDERSON NO 2 1970,
 CP3119'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3119'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 94 FEET SOUTH OF
 CP3119'A POWERLINE POLE, 20 FEET EAST OF THE GRADED DRIVEWAY AND 1 FOOT
 CP3119'EAST OF A FENCE.
 CP3119'
 CP3119'THE AZIMUTH MARK, A STANDARD DISK STAMPED ANDERSON 1970, IS SET
 CP3119'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3119'FLUSH WITH THE GROUND SURFACE.  IT IS 84 FEET NORTH OF A POWERLINE
 CP3119'POLE, 32 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 16 FEET
 CP3119'SOUTH OF THE CENTER OF A FIELD ROAD, 10 FEET EAST OF A FENCE
 CP3119'CORNER AND 2 FEET NORTH OF A FENCE.
 CP3119'
 CP3119'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2753 ***********************************************************************
 CQ2753  DESIGNATION -  ANDERSON
 CQ2753  PID         -  CQ2753
 CQ2753  STATE/COUNTY-  LA/OUACHITA
 CQ2753  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2753
 CQ2753                         *CURRENT SURVEY CONTROL
 CQ2753  ___________________________________________________________________
 CQ2753* NAD 83(1992)-  32 23 37.14562(N)    092 09 36.94113(W)     ADJUSTED  
 CQ2753* NAVD 88     -        30.2    (meters)      99.     (feet)  VERTCON   
 CQ2753  ___________________________________________________________________
 CQ2753  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CQ2753  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2753
 CQ2753  HORZ ORDER  -  FIRST
 CQ2753
 CQ2753.The horizontal coordinates were established by classical geodetic methods
 CQ2753.and adjusted by the National Geodetic Survey in January 1993..
 CQ2753
 CQ2753.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2753
 CQ2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2753
 CQ2753.The geoid height was determined by GEOID03.
 CQ2753
 CQ2753;                    North         East     Units Scale Factor Converg.
 CQ2753;SPC LA N     -   210,011.531 1,031,963.371   MT  0.99994913   +0 10 46.6
 CQ2753;SPC LA N     -   689,012.83  3,385,699.83   sFT  0.99994913   +0 10 46.6
 CQ2753;UTM  15      - 3,584,380.432   578,978.257   MT  0.99967692   +0 26 59.6
 CQ2753
 CQ2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2753!SPC LA N     -   0.99999933  x   0.99994913  =   0.99994846
 CQ2753!UTM  15      -   0.99999933  x   0.99967692  =   0.99967625
 CQ2753
 CQ2753|---------------------------------------------------------------------|
 CQ2753| PID    Reference Object                     Distance      Geod. Az  |
 CQ2753|                                                           dddmmss.s |
 CQ2753| CY3281 ANDERSON RM 1                        19.670 METERS 03759     |
 CQ2753| CY3282 ANDERSON RM 2                                      11553     |
 CQ2753| CQ2742 LUNA LOOKOUT TOWER                  APPROX. 7.3 KM 2382325.3 |
 CQ2753| CY3280 ANDERSON AZ MK                                     3331235.8 |
 CQ2753|---------------------------------------------------------------------|
 CQ2753
 CQ2753                          SUPERSEDED SURVEY CONTROL
 CQ2753
 CQ2753  NAD 83(1986)-  32 23 37.15933(N)    092 09 36.93335(W) AD(       ) 1
 CQ2753  NAD 27      -  32 23 36.62560(N)    092 09 36.44240(W) AD(       ) 1
 CQ2753  NGVD 29 (07/19/86)   30.2    (m)           99.     (f) VERT ANG       
 CQ2753
 CQ2753.Superseded values are not recommended for survey control.
 CQ2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2753.See file dsdata.txt to determine how the superseded data were derived.
 CQ2753
 CQ2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7897884380(NAD 83)
 CQ2753_MARKER: DS = TRIANGULATION STATION DISK
 CQ2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2753
 CQ2753  HISTORY     - Date     Condition        Report By
 CQ2753  HISTORY     - 1971     MONUMENTED       NGS
 CQ2753
 CQ2753                          STATION DESCRIPTION
 CQ2753
 CQ2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2753'THE STATION IS ABOUT 9 MILES SOUTH OF WEST MONROE, IN SECTION
 CQ2753'9, T 16 N, R 3 E, AND ON LAND OWNED BY MR. AUBREY ANDERSON,
 CQ2753'ROUTE 3, BOX 124, WEST MONROE, LOUISIANA, 71291.
 CQ2753'
 CQ2753'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 CQ2753'INTERSTATE 20 IN WEST MONROE, GO SOUTH ON STATE HIGHWAY 34 FOR
 CQ2753'5.7 MILES TO PHILPOT ROAD.  TURN LEFT AND GO SOUTH-SOUTHEAST ON
 CQ2753'PHILPOT ROAD FOR 2.1 MILES TO THE AZIMUTH MARK ON THE
 CQ2753'RIGHT.  CONTINUE SOUTH-SOUTHEAST ON PHILPOT ROAD FOR 0.5 MILE TO
 CQ2753'THE DRIVEWAY LEADING TO MR. AUBREY ANDERSONS HOUSE AND THE
 CQ2753'STATION ON THE RIGHT.
 CQ2753'
 CQ2753'STATION MARKS ARE STANDARD DISKS STAMPED ANDERSON 1970.  THE
 CQ2753'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2753'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 105
 CQ2753'FEET SOUTHWEST OF THE CENTER OF PHILPOT ROAD, 102 FEET NORTHWEST
 CQ2753'OF THE CENTER OF THE DRIVEWAY, 61 FEET SOUTHWEST OF A NORTH-SOUTH
 CQ2753'FENCELINE AND 57 FEET SOUTH OF AN EAST-WEST FENCELINE.  THE
 CQ2753'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2753'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2753'
 CQ2753'REFERENCE MARK 1, A STANDARD DISK STAMPED ANDERSON NO 1 1970, IS
 CQ2753'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2753'FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET SOUTHWEST OF THE
 CQ2753'CENTER OF PHILPOT ROAD, 14 FEET NORTHWEST OF A METAL WITNESS POST,
 CQ2753'5 FEET SOUTHEAST OF A FENCE CORNER AND 1 FOOT SOUTHWEST OF THE
 CQ2753'NORTH-SOUTH FENCELINE.
 CQ2753'
 CQ2753'REFERENCE MARK 2, A STANDARD DISK STAMPED ANDERSON NO 2 1970,
 CQ2753'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2753'IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET SOUTHWEST OF THE
 CQ2753'CENTER OF PHILPOT ROAD, 12 FEET NORTHWEST OF THE CENTER OF THE
 CQ2753'DRIVEWAY AND 1 FOOT SOUTHWEST OF THE NORTH-SOUTH FENCELINE.
 CQ2753'
 CQ2753'THE AZIMUTH MARK, A STANDARD DISK STAMPED ANDERSON 1970, IS SET
 CQ2753'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2753'FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET SOUTHWEST OF THE
 CQ2753'CENTER OF PHILPOT ROAD, 6.5 FEET SOUTHEAST OF A METAL WITNESS
 CQ2753'POST AND 1 FOOT NORTHEAST OF A NORTH-SOUTH FENCELINE.
 CQ2753'
 CQ2753'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0739 ***********************************************************************
 AV0739  DESIGNATION -  ANDRE 1955
 AV0739  PID         -  AV0739
 AV0739  STATE/COUNTY-  LA/CAMERON
 AV0739  USGS QUAD   -  DEEP LAKE (1979)
 AV0739
 AV0739                         *CURRENT SURVEY CONTROL
 AV0739  ___________________________________________________________________
 AV0739* NAD 83(1992)-  29 39 14.75807(N)    092 40 11.58965(W)     ADJUSTED  
 AV0739* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0739  **This station is located in a subsidence area (see below).
 AV0739  ___________________________________________________________________
 AV0739  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AV0739  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AV0739
 AV0739  HORZ ORDER  -  THIRD
 AV0739
 AV0739.The horizontal coordinates were established by classical geodetic methods
 AV0739.and adjusted by the National Geodetic Survey in January 1993..
 AV0739
 AV0739 ** The orthometric height has not been validated since last determined
 AV0739 ** by differential leveling and should not be used for control purposes.
 AV0739 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0739 ** area with valid NAVD 88 orthometric heights.
 AV0739 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0739 ** epoch indicated which incorporates improved geoid heights for the
 AV0739 ** Southern Louisiana Subsidence area.
 AV0739 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0739.The orthometric height was scaled from a topographic map.
 AV0739
 AV0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0739
 AV0739.The geoid height was determined by GEOID03.
 AV0739
 AV0739;                    North         East     Units Scale Factor Converg.
 AV0739;SPC LA S     -   128,680.740   870,606.315   MT  0.99994394   -0 40 05.9
 AV0739;SPC LA S     -   422,180.06  2,856,314.22   sFT  0.99994394   -0 40 05.9
 AV0739;UTM  15      - 3,280,503.313   531,948.657   MT  0.99961259   +0 09 48.0
 AV0739
 AV0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0739!SPC LA S     -   1.00000406  x   0.99994394  =   0.99994800
 AV0739!UTM  15      -   1.00000406  x   0.99961259  =   0.99961665
 AV0739
 AV0739:                Primary Azimuth Mark                     Grid Az
 AV0739:SPC LA S     -  DOLAND                                   316 38 45.1
 AV0739:UTM  15      -  DOLAND                                   315 48 51.2
 AV0739
 AV0739|---------------------------------------------------------------------|
 AV0739| PID    Reference Object                     Distance      Geod. Az  |
 AV0739|                                                           dddmmss.s |
 AV0739| AV0296 DOLAND                              APPROX. 9.0 KM 3155839.2 |
 AV0739|---------------------------------------------------------------------|
 AV0739
 AV0739                          SUPERSEDED SURVEY CONTROL
 AV0739
 AV0739  NAD 83(1986)-  29 39 14.77524(N)    092 40 11.56220(W) AD(       ) 3
 AV0739  NAD 27      -  29 39 13.98000(N)    092 40 11.05000(W) AD(       ) 3
 AV0739
 AV0739.Superseded values are not recommended for survey control.
 AV0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0739.See file dsdata.txt to determine how the superseded data were derived.
 AV0739
 AV0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3194980503(NAD 83)
 AV0739_MARKER: DS = TRIANGULATION STATION DISK
 AV0739_SETTING: 0 = UNSPECIFIED SETTING
 AV0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0739
 AV0739  HISTORY     - Date     Condition        Report By
 AV0739  HISTORY     - 1955     MONUMENTED       CGS
 AV0739
 AV0739                          STATION DESCRIPTION
 AV0739
 AV0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0739'THE STATION IS LOCATED 20 MILES, EAST- SOUTHEAST OF GRAND
 AV0739'CHENIER AND 6 MILES NORTH OF THE COAST LINE.
 AV0739'
 AV0739'IT MAY BE REACHED FROM THE HIGHWAY LEADING FROM GRAND CHENIER
 AV0739'TO PECAN ISLAND BY GOING SOUTH ON THE NORTH ISLAND CANAL
 AV0739'2.1 MILES TO A CROSS CANAL AT A LONE CABIN.  GO SOUTHEASTERLY
 AV0739'ON CROSS CANAL AND ALONG MAIN BAYOU BEYOND END OF CANAL
 AV0739'3.7 MILES TO A LAKE.  THE STATION IS ON THE SOUTHWEST SHORE
 AV0739'OF THE LAKE, 1800 FEET SOUTHEAST OF THE NORTHWEST END OF
 AV0739'THE LAKE AND 850 FEET NORTHWEST OF THE SOUTHEAST END OF
 AV0739'THE LAKE, 45 FEET SOUTHWEST OF THE SOUTHWEST SHORE AND 53
 AV0739'FEET SOUTHEAST OF THE INNER TIP OF A SMALL COVE.  IT IS
 AV0739'A STANDARD DISK, STAMPED ANDRE 1955, IN THE TOP OF A 2
 AV0739'1/2 INCH IRON PIPE, PROJECTING 8 INCHES.
 AV0739'
 AV0739'WATERWAYS LEADING TO THE STATION ARE TOO SHALLOW FOR AN
 AV0739'OUTBOARD MOTOR.  IT IS NECESSARY TO USE A MUD BOAT, WHICH
 AV0739'MAY BE HIRED LOCALLY.
 AV0739'
 AV0739'THE LOCATION OF THE STATION IS DIFFICULT TO DESCRIBE BECAUSE
 AV0739'OF THE MANY UNNAMED BAYOUS IN THE VICINITY.  IT IS SUGGESTED
 AV0739'THAT POSITION OF STATION BE PLOTTED ON A LARGE SCALE MAP
 AV0739'TO AID IN RECOVERY.
 AV0739'
 AV0739'LOCATED BY 3 POINT FIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3610 ***********************************************************************
 BJ3610  DESIGNATION -  ANDY
 BJ3610  PID         -  BJ3610
 BJ3610  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3610  USGS QUAD   -  CHIPOLA (1984)
 BJ3610
 BJ3610                         *CURRENT SURVEY CONTROL
 BJ3610  ___________________________________________________________________
 BJ3610* NAD 83(1992)-  30 57 57.41551(N)    090 51 41.06451(W)     ADJUSTED  
 BJ3610* NAVD 88     -        57.220  (meters)     187.73   (feet)  ADJUSTED  
 BJ3610  ___________________________________________________________________
 BJ3610  X           -     -82,294.528 (meters)                     COMP
 BJ3610  Y           -  -5,473,341.770 (meters)                     COMP
 BJ3610  Z           -   3,262,672.425 (meters)                     COMP
 BJ3610  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ3610  ELLIP HEIGHT-          30.11  (meters)          (02/21/02) GPS OBS
 BJ3610  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3610  DYNAMIC HT  -          57.146 (meters)     187.49  (feet)  COMP
 BJ3610  MODELED GRAV-     979,360.2   (mgal)                       NAVD 88
 BJ3610
 BJ3610  HORZ ORDER  -  FIRST
 BJ3610  VERT ORDER  -  SECOND    CLASS I
 BJ3610  ELLP ORDER  -  FOURTH    CLASS I
 BJ3610
 BJ3610.The horizontal coordinates were established by GPS observations
 BJ3610.and adjusted by the National Geodetic Survey in May 1994..
 BJ3610
 BJ3610.The orthometric height was determined by differential leveling
 BJ3610.and adjusted by the National Geodetic Survey in February 1994..
 BJ3610
 BJ3610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3610
 BJ3610.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3610
 BJ3610.The ellipsoidal height was determined by GPS observations
 BJ3610.and is referenced to NAD 83.
 BJ3610
 BJ3610.The geoid height was determined by GEOID03.
 BJ3610
 BJ3610.The dynamic height is computed by dividing the NAVD 88
 BJ3610.geopotential number by the normal gravity value computed on the
 BJ3610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3610.degrees latitude (g = 980.6199 gals.).
 BJ3610
 BJ3610.The modeled gravity was interpolated from observed gravity values.
 BJ3610
 BJ3610;                    North         East     Units Scale Factor Converg.
 BJ3610;SPC LA S     -   273,442.050 1,045,089.912   MT  1.00006737   +0 14 09.5
 BJ3610;SPC LA S     -   897,117.79  3,428,765.82   sFT  1.00006737   +0 14 09.5
 BJ3610;UTM  15      - 3,427,790.170   704,258.062   MT  1.00011467   +1 06 02.7
 BJ3610
 BJ3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3610!SPC LA S     -   0.99999527  x   1.00006737  =   1.00006264
 BJ3610!UTM  15      -   0.99999527  x   1.00011467  =   1.00010994
 BJ3610
 BJ3610|---------------------------------------------------------------------|
 BJ3610| PID    Reference Object                     Distance      Geod. Az  |
 BJ3610|                                                           dddmmss.s |
 BJ3610| BJ3608 ANDY AZ MK                          338.707 METERS 21104     |
 BJ3610| BJ3609 ANDY RM 1                            46.082 METERS 22632     |
 BJ3610| BJ3611 ANDY RM 2                            38.968 METERS 29732     |
 BJ3610|---------------------------------------------------------------------|
 BJ3610
 BJ3610                          SUPERSEDED SURVEY CONTROL
 BJ3610
 BJ3610  ELLIP H (05/13/94)   30.18   (m)                       GP(       ) 4 1
 BJ3610  NAD 83(1992)-  30 57 57.41599(N)    090 51 41.06451(W) AD(       ) 1
 BJ3610  ELLIP H (01/21/93)   30.19   (m)                       GP(       ) 4 2
 BJ3610  NAD 83(1986)-  30 57 57.43297(N)    090 51 41.05973(W) AD(       ) 1
 BJ3610  NGVD 29 (06/20/87)   57.25   (m)          187.8    (f) LEVELING    3  
 BJ3610
 BJ3610.Superseded values are not recommended for survey control.
 BJ3610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3610.See file dsdata.txt to determine how the superseded data were derived.
 BJ3610
 BJ3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0425827790(NAD 83)
 BJ3610_MARKER: DS = TRIANGULATION STATION DISK
 BJ3610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3610_SP_SET: CONCRETE POST
 BJ3610_STAMPING: ANDY 1984
 BJ3610_MARK LOGO: LADH  
 BJ3610_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3610_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3610+STABILITY: SURFACE MOTION
 BJ3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3610+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1985
 BJ3610
 BJ3610  HISTORY     - Date     Condition        Report By
 BJ3610  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3610  HISTORY     - 1984     GOOD             LADTD
 BJ3610  HISTORY     - 19850611 GOOD
 BJ3610
 BJ3610                          STATION DESCRIPTION
 BJ3610
 BJ3610'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3610'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 59, T1S,
 BJ3610'R3E.  OWNERSHIP-- MR. FRED ANDERSON OF LIBERTY, MISSISSIPPI.
 BJ3610'
 BJ3610'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ON STATE
 BJ3610'HIGHWAY 10 FOR ABOUT 14.7 KM (9.15 MI) TO THE JUNCTION WITH FOLLEY
 BJ3610'BROWN ROAD, THENCE 6 KM (3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD
 BJ3610'TO THE JUNCTION WITH STATE HIGHWAY 961, THENCE EAST (RIGHT) ON
 BJ3610'HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO THE JUNCTION WITH STATE HIGHWAY
 BJ3610'432, THENCE EAST (RIGHT) ON HIGHWAY 432 FOR 1.4 KM (0.9 MI) TO A
 BJ3610'GRAVEL ROAD (BEAVER CREEK ROAD), THENCE NORTH (LEFT) ON THE GRAVEL
 BJ3610'ROAD FOR 2.6 KM (1.6 MI) TO THE STATION MARK ON THE RIGHT AT AN OLD
 BJ3610'SYRUP MILL.
 BJ3610'
 BJ3610'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3610'DISK STAMPED---ANDY 1984---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3610'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 5 CM (2 INCHES) BELOW
 BJ3610'THE GROUND LOCATED 44.8 METERS (147 FEET) E FROM THE CENTER OF THE
 BJ3610'GRAVEL ROAD, 44.3 METERS (142 FEET) NE FROM A POWER POLE WITH
 BJ3610'TRANSFORMER, 25 METERS (82 FEET) S FROM THE SOUTHEAST CORNER OF A
 BJ3610'SYRUP MILL, AND 46.6 METERS (153 FEET) ENE FROM A WITNESS POST AT RM
 BJ3610'1.
 BJ3610'
 BJ3610'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3610'DEVELOPMENT DISK STAMPED---ANDY 1984---SET INTO AN IRREGULAR MASS
 BJ3610'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3610'
 BJ3610'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3610'DEVELOPMENT DISK STAMPED---ANDY RM 1 1984---SET INTO THE TOP OF A
 BJ3610'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3610'GROUND LOCATED 51.8 METERS (170 FEET) S FROM A WITNESS POST AT
 BJ3610'REFERENCE MARK 2, 13.4 METERS (44 FEET) W FROM A POWER POLE WITH
 BJ3610'TRANSFORMER, 0.6 METER (2 FEET) NNE FROM A FENCE CORNER, AND 0.6
 BJ3610'METER (2 FEET) N FROM A WITNESS POST AND SIGN.
 BJ3610'
 BJ3610'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3610'DEVELOPMENT DISK STAMPED---ANDY RM 2 1984---SET INTO THE TOP OF A
 BJ3610'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3610'GROUND LOCATED 57.3 METERS (188 FEET) N FROM A POWER POLE WITH
 BJ3610'TRANSFORMER, 51.8 METERS (170 FEET) N FROM A WITNESS POST AT
 BJ3610'REFERENCE MARK 1, 5.8 METERS (19 FEET) E FROM THE GRAVEL ROAD, AND
 BJ3610'0.6 METER (2 FEET) SE FROM A WITNESS POST AND SIGN.
 BJ3610'
 BJ3610'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3610'DISK STAMPED---ANDY AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3610'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3610'LOCATED 7.6 METERS (25 FEET) W FROM THE CENTER OF THE GRAVEL ROAD,
 BJ3610'5.8 METERS (19 FEET) NW FROM THE NORTHWEST CORNER OF A WOODEN BRIDGE,
 BJ3610'3.8 METERS (12.5 FEET) E FROM A POWER POLE, AND 0.8 METER (2.5 FEET)
 BJ3610'N FROM A METAL WITNESS POST AND SIGN.
 BJ3610'
 BJ3610'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG GRAVEL
 BJ3610'ROAD (BEAVER CREEK ROAD) FOR 0.24 KM (0.15 MI) TO THE AZIMUTH MARK ON
 BJ3610'THE RIGHT NEAR THE NORTHWEST CORNER OF AN OLD WOODEN BRIDGE.
 BJ3610
 BJ3610                          STATION RECOVERY (1984)
 BJ3610
 BJ3610'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3610'26.7 KM (16.6 MI) NE FROM CLINTON.
 BJ3610'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3610'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3610'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3610'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO
 BJ3610'THE JUNCTION WITH STATE HIGHWAY 432, THENCE EAST (RIGHT) ON HIGHWAY
 BJ3610'432 FOR 1.4 KM (0.9 MI) TO A GRAVEL ROAD (BEAVER CREEK ROAD), THENCE
 BJ3610'NORTH (LEFT) ON THE GRAVEL ROAD FOR 2.6KM (1.6MI) TO THE STATION MARK
 BJ3610'ON THE RIGHT AT AN OLD SYRUP MILL, 46.6 METERS (153 FT) EAST-NORTHEAST
 BJ3610'OF A WITNESS POST AT RM 1, 44.8 METERS (147 FT) EAST OF THE CENTER OF
 BJ3610'THE GRAVEL ROAD, 44.3 METERS (142 FT) NORTHEAST OF A POWER POLE WITH
 BJ3610'TRANSFORMER, AND 25 METERS (82 FT) SOUTH OF THE SOUTHEAST CORNER OF
 BJ3610'SYRUP MILL.
 BJ3610'THE MARK IS 39.6 METERS  E FROM A WITNESS POST.
 BJ3610'THE MARK IS ABOVE LEVEL WITH BEAVER CREEK ROAD.
 BJ3610
 BJ3610                          STATION RECOVERY (1985)
 BJ3610
 BJ3610'RECOVERED 1985
 BJ3610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3608 ***********************************************************************
 BJ3608  DESIGNATION -  ANDY AZ MK
 BJ3608  PID         -  BJ3608
 BJ3608  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3608  USGS QUAD   -  CHIPOLA (1984)
 BJ3608
 BJ3608                         *CURRENT SURVEY CONTROL
 BJ3608  ___________________________________________________________________
 BJ3608* NAD 83(1992)-  30 57 47.99516(N)    090 51 47.65102(W)     ADJUSTED  
 BJ3608* NAVD 88     -        57.160  (meters)     187.53   (feet)  ADJUSTED  
 BJ3608  ___________________________________________________________________
 BJ3608  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ3608  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3608  DYNAMIC HT  -          57.087 (meters)     187.29  (feet)  COMP
 BJ3608  MODELED GRAV-     979,359.7   (mgal)                       NAVD 88
 BJ3608
 BJ3608  HORZ ORDER  -  SECOND
 BJ3608  VERT ORDER  -  SECOND    CLASS I
 BJ3608
 BJ3608.The horizontal coordinates were established by classical geodetic methods
 BJ3608.and adjusted by the National Geodetic Survey in May 1994..
 BJ3608.No horizontal observational check was made to the station.
 BJ3608
 BJ3608.The orthometric height was determined by differential leveling
 BJ3608.and adjusted by the National Geodetic Survey in February 1994..
 BJ3608
 BJ3608.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3608
 BJ3608.The geoid height was determined by GEOID03.
 BJ3608
 BJ3608.The dynamic height is computed by dividing the NAVD 88
 BJ3608.geopotential number by the normal gravity value computed on the
 BJ3608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3608.degrees latitude (g = 980.6199 gals.).
 BJ3608
 BJ3608.The modeled gravity was interpolated from observed gravity values.
 BJ3608
 BJ3608;                    North         East     Units Scale Factor Converg.
 BJ3608;SPC LA S     -   273,151.197 1,044,916.297   MT  1.00006661   +0 14 06.2
 BJ3608;SPC LA S     -   896,163.55  3,428,196.22   sFT  1.00006661   +0 14 06.2
 BJ3608;UTM  15      - 3,427,496.716   704,088.848   MT  1.00011382   +1 05 59.0
 BJ3608
 BJ3608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3608!SPC LA S     -   0.99999528  x   1.00006661  =   1.00006189
 BJ3608!UTM  15      -   0.99999528  x   1.00011382  =   1.00010910
 BJ3608
 BJ3608                          SUPERSEDED SURVEY CONTROL
 BJ3608
 BJ3608  NAD 83(1992)-  30 57 47.99563(N)    090 51 47.65103(W) AD(       ) 2
 BJ3608  NAD 83(1986)-  30 57 48.01262(N)    090 51 47.64625(W) AD(       ) 2
 BJ3608  NGVD 29 (06/20/87)   57.19   (m)          187.6    (f) LEVELING    3  
 BJ3608
 BJ3608.Superseded values are not recommended for survey control.
 BJ3608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3608.See file dsdata.txt to determine how the superseded data were derived.
 BJ3608
 BJ3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0408927497(NAD 83)
 BJ3608_MARKER: DZ = AZIMUTH MARK DISK
 BJ3608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3608_SP_SET: CONCRETE POST
 BJ3608_STAMPING: ANDY AZ MK 1984
 BJ3608_MARK LOGO: LADH  
 BJ3608_PROJECTION: FLUSH
 BJ3608_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3608+STABILITY: SURFACE MOTION
 BJ3608
 BJ3608  HISTORY     - Date     Condition        Report By
 BJ3608  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3608  HISTORY     - 1984     GOOD             LADTD
 BJ3608
 BJ3608                          STATION DESCRIPTION
 BJ3608
 BJ3608'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3608'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 59, T1S,
 BJ3608'R3E.  OWNERSHIP-- MR. FRED ANDERSON OF LIBERTY, MISSISSIPPI.
 BJ3608'
 BJ3608'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ON STATE
 BJ3608'HIGHWAY 10 FOR ABOUT 14.7 KM (9.15 MI) TO THE JUNCTION WITH FOLLEY
 BJ3608'BROWN ROAD, THENCE NORTH (LEFT) FOR 6.0 KM (3.75 MI) ON FOLLEY BROWN
 BJ3608'ROAD TO THE JUNCTION WITH STATE HIGHWAY 961, THENCE EAST (RIGHT) ON
 BJ3608'HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO THE JUNCTION WITH STATE HIGHWAY
 BJ3608'432, THENCE EAST (RIGHT ON HIGHWAY 432 FOR 1.4 KM (0.9 MI) TO A
 BJ3608'GRAVEL ROAD (BEAVER CREEK ROAD), THENCE NORTH (LEFT) ON THE GRAVEL
 BJ3608'ROAD FOR 2.5 KM (1.45 MI) TO THE STATION ON THE RIGHT NEAR A WOOD
 BJ3608'BRIDGE.
 BJ3608'
 BJ3608'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3608'DISK STAMPED---ANDY AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3608'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3608'LOCATED 7.6 METERS (25 FEET) W FROM THE CENTER OF A GRAVEL ROAD, 5.8
 BJ3608'METERS (19 FEET) NW FROM THE NORTHWEST CORNER OF A WOODEN BRIDGE, 3.8
 BJ3608'METERS (12.5 FEET) E FROM A POWER POLE, AND 0.8 METER (2.5 FEET) N
 BJ3608'FROM A METAL WITNESS POST AND SIGN.
 BJ3608
 BJ3608                          STATION RECOVERY (1984)
 BJ3608
 BJ3608'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3608'26.5 KM (16.5 MI) NE FROM CLINTON.
 BJ3608'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3608'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3608'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3608'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO
 BJ3608'THE JUNCTION WITH STATE HIGHWAY 432, THENCE EAST (RIGHT) ON HIGHWAY
 BJ3608'432 FOR 1.4 KM (0.9 MI) TO A GRAVEL ROAD (BEAVER CREEK ROAD), THENCE
 BJ3608'NORTH (LEFT) ON THE GRAVEL ROAD FOR 2.3KM (1.45MI) TO AN OLD WOODEN
 BJ3608'BRIDGE OVER BEAVER CREEK WITH THE BENCH MARK ON THE LEFT NEAR THE
 BJ3608'NORTHWEST CORNER OF THE BRIDGE, 7.6 METERS (25 FT) WEST OF THE CENTER
 BJ3608'OF THE GRAVEL ROAD, 5.8 METERS (19 FT) NORTHWEST OF THE NORTHWEST
 BJ3608'CORNER OF WOODEN BRIDGE, AND 3.8 METERS (12.5 FT) EAST OF A POWER
 BJ3608'POLE.
 BJ3608'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 BJ3608'THE MARK IS ABOVE LEVEL WITH BEAVER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3609 ***********************************************************************
 BJ3609  DESIGNATION -  ANDY RM 1
 BJ3609  PID         -  BJ3609
 BJ3609  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3609  USGS QUAD   -  CHIPOLA (1984)
 BJ3609
 BJ3609                         *CURRENT SURVEY CONTROL
 BJ3609  ___________________________________________________________________
 BJ3609* NAD 83(1986)-  30 58 00.     (N)    090 51 40.     (W)     SCALED    
 BJ3609* NAVD 88     -        57.538  (meters)     188.77   (feet)  ADJUSTED  
 BJ3609  ___________________________________________________________________
 BJ3609  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3609  DYNAMIC HT  -          57.464 (meters)     188.53  (feet)  COMP
 BJ3609  MODELED GRAV-     979,360.2   (mgal)                       NAVD 88
 BJ3609
 BJ3609  VERT ORDER  -  SECOND    CLASS I
 BJ3609
 BJ3609.The horizontal coordinates were scaled from a topographic map and have
 BJ3609.an estimated accuracy of +/- 6 seconds.
 BJ3609
 BJ3609.The orthometric height was determined by differential leveling
 BJ3609.and adjusted by the National Geodetic Survey in February 1994..
 BJ3609
 BJ3609.The geoid height was determined by GEOID03.
 BJ3609
 BJ3609.The dynamic height is computed by dividing the NAVD 88
 BJ3609.geopotential number by the normal gravity value computed on the
 BJ3609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3609.degrees latitude (g = 980.6199 gals.).
 BJ3609
 BJ3609.The modeled gravity was interpolated from observed gravity values.
 BJ3609
 BJ3609;                    North         East    Units  Estimated Accuracy
 BJ3609;SPC LA S     -   273,520.    1,045,120.      MT  (+/- 180 meters Scaled)
 BJ3609
 BJ3609                          SUPERSEDED SURVEY CONTROL
 BJ3609
 BJ3609.No superseded survey control is available for this station.
 BJ3609
 BJ3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ042278(NAD 83)
 BJ3609_MARKER: DR = REFERENCE MARK DISK
 BJ3609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3609_SP_SET: CONCRETE POST
 BJ3609_STAMPING: ANDY RM 1 1984
 BJ3609_MARK LOGO: LADH  
 BJ3609_PROJECTION: FLUSH
 BJ3609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3609+STABILITY: SURFACE MOTION
 BJ3609
 BJ3609  HISTORY     - Date     Condition        Report By
 BJ3609  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3609  HISTORY     - 1984     GOOD             LADTD
 BJ3609
 BJ3609                          STATION DESCRIPTION
 BJ3609
 BJ3609'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3609'26.6 KM (16.6 MI) NE FROM CLINTON.
 BJ3609'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3609'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3609'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3609'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO
 BJ3609'THE JUNCTION WITH STATE HIGHWAY 432, THENCE EAST (RIGHT) ON HIGHWAY
 BJ3609'432 FOR 1.4 KM (0.9 MI) TO A GRAVEL ROAD (BEAVER CREEK ROAD), THENCE
 BJ3609'NORTH (LEFT) ON THE GRAVEL ROAD FOR 2.6KM (1.6MI) TO THE REFERENCE
 BJ3609'MARK ON THE RIGHT AT AN OLD SYRUP MILL SET NEAR A FENCE CORNER,
 BJ3609'51.8 METERS (170 FT) SOUTH OF A WITNESS POST AT REFERENCE MARK 2,
 BJ3609'13.4 METERS (44 FT) WEST OF A POWER POLE WITH TRANSFORMER, AND
 BJ3609'0.6 METER (2 FT) NORTH-NORTHEAST OF A FENCE CORNER.
 BJ3609'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3609'THE MARK IS 0.61 M ABOVE BEAVER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3611 ***********************************************************************
 BJ3611  DESIGNATION -  ANDY RM 2
 BJ3611  PID         -  BJ3611
 BJ3611  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3611  USGS QUAD   -  CHIPOLA (1984)
 BJ3611
 BJ3611                         *CURRENT SURVEY CONTROL
 BJ3611  ___________________________________________________________________
 BJ3611* NAD 83(1986)-  30 58 00.     (N)    090 51 40.     (W)     SCALED    
 BJ3611* NAVD 88     -        57.490  (meters)     188.62   (feet)  ADJUSTED  
 BJ3611  ___________________________________________________________________
 BJ3611  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3611  DYNAMIC HT  -          57.417 (meters)     188.38  (feet)  COMP
 BJ3611  MODELED GRAV-     979,360.2   (mgal)                       NAVD 88
 BJ3611
 BJ3611  VERT ORDER  -  SECOND    CLASS I
 BJ3611
 BJ3611.The horizontal coordinates were scaled from a topographic map and have
 BJ3611.an estimated accuracy of +/- 6 seconds.
 BJ3611
 BJ3611.The orthometric height was determined by differential leveling
 BJ3611.and adjusted by the National Geodetic Survey in February 1994..
 BJ3611
 BJ3611.The geoid height was determined by GEOID03.
 BJ3611
 BJ3611.The dynamic height is computed by dividing the NAVD 88
 BJ3611.geopotential number by the normal gravity value computed on the
 BJ3611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3611.degrees latitude (g = 980.6199 gals.).
 BJ3611
 BJ3611.The modeled gravity was interpolated from observed gravity values.
 BJ3611
 BJ3611;                    North         East    Units  Estimated Accuracy
 BJ3611;SPC LA S     -   273,520.    1,045,120.      MT  (+/- 180 meters Scaled)
 BJ3611
 BJ3611                          SUPERSEDED SURVEY CONTROL
 BJ3611
 BJ3611.No superseded survey control is available for this station.
 BJ3611
 BJ3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ042278(NAD 83)
 BJ3611_MARKER: DR = REFERENCE MARK DISK
 BJ3611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3611_SP_SET: CONCRETE POST
 BJ3611_STAMPING: ANDY RM 2 1984
 BJ3611_MARK LOGO: LADH  
 BJ3611_PROJECTION: FLUSH
 BJ3611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3611+STABILITY: SURFACE MOTION
 BJ3611
 BJ3611  HISTORY     - Date     Condition        Report By
 BJ3611  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3611  HISTORY     - 1984     GOOD             LADTD
 BJ3611
 BJ3611                          STATION DESCRIPTION
 BJ3611
 BJ3611'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3611'26.7 KM (16.6 MI) NE FROM CLINTON.
 BJ3611'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3611'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3611'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3611'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO
 BJ3611'THE JUNCTION WITH STATE HIGHWAY 432, THENCE EAST (RIGHT) ON HIGHWAY
 BJ3611'432 FOR 1.4 KM (0.9 MI) TO A GRAVEL ROAD (BEAVER CREEK ROAD), THENCE
 BJ3611'NORTH (LEFT) ON THE GRAVEL ROAD FOR 2.6KM (1.6MI) TO THE REFERENCE
 BJ3611'MARK ON THE RIGHT AT AN OLD SYRUP MILL, 57.3 METERS (188 FT) NORTH OF
 BJ3611'A POWER POLE WITH TRANSFORMER, 51.8 METERS (170 FT) NORTH OF A WITNESS
 BJ3611'POST AT REFERENCE MARK 1, AND 5.8 METERS (19 FT) EAST OF THE GRAVEL
 BJ3611'ROAD.
 BJ3611'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3611'THE MARK IS 0.61 M ABOVE BEAVER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5134 ***********************************************************************
 BJ5134  DESIGNATION -  ANGELLE
 BJ5134  PID         -  BJ5134
 BJ5134  STATE/COUNTY-  LA/ST MARTIN
 BJ5134  USGS QUAD   -  PARKS (1983)
 BJ5134
 BJ5134                         *CURRENT SURVEY CONTROL
 BJ5134  ___________________________________________________________________
 BJ5134* NAD 83(1992)-  30 13 12.55836(N)    091 52 10.74080(W)     ADJUSTED  
 BJ5134* NAVD 88     -         6.8  **(meters)      22.   **(feet)  VERTCON   
 BJ5134  **This station is located in a subsidence area (see below).
 BJ5134  ___________________________________________________________________
 BJ5134  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5134  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ5134
 BJ5134  HORZ ORDER  -  FIRST
 BJ5134
 BJ5134.The horizontal coordinates were established by classical geodetic methods
 BJ5134.and adjusted by the National Geodetic Survey in January 1993..
 BJ5134
 BJ5134 ** The orthometric height has not been validated since last determined
 BJ5134 ** by differential leveling and should not be used for control purposes.
 BJ5134 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5134 ** area with valid NAVD 88 orthometric heights.
 BJ5134 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5134 ** epoch indicated which incorporates improved geoid heights for the
 BJ5134 ** Southern Louisiana Subsidence area.
 BJ5134 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5134
 BJ5134.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5134
 BJ5134.The geoid height was determined by GEOID03.
 BJ5134
 BJ5134;                    North         East     Units Scale Factor Converg.
 BJ5134;SPC LA S     -   190,790.621   948,371.026   MT  0.99993304   -0 16 05.4
 BJ5134;SPC LA S     -   625,952.23  3,111,447.27   sFT  0.99993304   -0 16 05.4
 BJ5134;UTM  15      - 3,343,720.861   608,781.687   MT  0.99974599   +0 34 08.4
 BJ5134
 BJ5134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5134!SPC LA S     -   1.00000323  x   0.99993304  =   0.99993627
 BJ5134!UTM  15      -   1.00000323  x   0.99974599  =   0.99974921
 BJ5134
 BJ5134|---------------------------------------------------------------------|
 BJ5134| PID    Reference Object                     Distance      Geod. Az  |
 BJ5134|                                                           dddmmss.s |
 BJ5134| CV9594 ANGELLE RM 2                         31.836 METERS 12319     |
 BJ5134| BJ5132 ST JOHN SUGAR TANK                  APPROX. 8.9 KM 1410326.5 |
 BJ5134| BJ5164 BROUSSARDVILLE BEOS SUGAR TANK      APPROX.12.0 KM 2183628.8 |
 BJ5134| BJ5165 BROUSSARDVILLE MUNICIPAL TANK       APPROX.11.9 KM 2273542.8 |
 BJ5134| CV9592 ANGELLE AZ MK                                      2384329.1 |
 BJ5134| BJ5172 LAFAYETTE MUN ARP RADAR MAST        APPROX.11.8 KM 2642535.8 |
 BJ5134| BJ5203 LAFAYETTE GOVT RADIO MAST           APPROX.14.4 KM 2992751.8 |
 BJ5134| BJ5194 BREAUX BRIDGE NW MUN TANK           APPROX. 6.9 KM 3274838.2 |
 BJ5134| BJ5192 BREAUX BRIDGE SUGAR MILL STK        APPROX. 7.3 KM 3335607.2 |
 BJ5134| BJ5191 BREAUX BRIDGE S MUN TANK            APPROX. 6.5 KM 3365832.4 |
 BJ5134| CV9593 ANGELLE RM 1                         46.342 METERS 34813     |
 BJ5134|---------------------------------------------------------------------|
 BJ5134
 BJ5134                          SUPERSEDED SURVEY CONTROL
 BJ5134
 BJ5134  NAD 83(1986)-  30 13 12.57858(N)    091 52 10.73513(W) AD(       ) 1
 BJ5134  NAD 27      -  30 13 11.86025(N)    091 52 10.31688(W) AD(       ) 1
 BJ5134  NGVD 29 (07/19/86)    6.8    (m)           22.     (f) VERT ANG       
 BJ5134
 BJ5134.Superseded values are not recommended for survey control.
 BJ5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5134.See file dsdata.txt to determine how the superseded data were derived.
 BJ5134
 BJ5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0878243721(NAD 83)
 BJ5134_MARKER: DS = TRIANGULATION STATION DISK
 BJ5134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5134
 BJ5134  HISTORY     - Date     Condition        Report By
 BJ5134  HISTORY     - 1969     MONUMENTED       CGS
 BJ5134  HISTORY     - 1979     MARK NOT FOUND   NGS
 BJ5134  HISTORY     - 20010730 GOOD             NGS
 BJ5134
 BJ5134                          STATION DESCRIPTION
 BJ5134
 BJ5134'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5134'THE STATION IS LOCATED ABOUT 8 MILES EAST OF LAFAYETTE, 7 MILES
 BJ5134'NORTH-NORTHWEST OF ST. MARTINVILLE AND 4 MILES SOUTH-SOUTHEAST OF
 BJ5134'BREAUX BRIDGE.
 BJ5134'
 BJ5134'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 336-I AND
 BJ5134'31 IN BREAUX BRIDGE, GO SOUTH ON STATE HIGHWAY 31 FOR 2.9 MILES TO
 BJ5134'STATE HIGHWAY 351.  CONTINUE SOUTH ON HIGHWAY 31 FOR 1.05 MILES TO
 BJ5134'THE JUNCTION OF STATE HIGHWAY 314 AND THE STATION AS DESCRIBED.
 BJ5134'
 BJ5134'STATION MARK IS A STANDARD DISK, STAMPED ANGELLE 1969, SET IN THE
 BJ5134'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES
 BJ5134'BELOW THE GROUND SURFACE.  IT IS 94 FEET WEST OF THE CENTER LINE OF
 BJ5134'STATE HIGHWAY 31, 86.2 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO.
 BJ5134'3111, 63.6 FEET NORTHWEST OF A METAL GATE, 53 FEET NORTH OF THE
 BJ5134'CENTER OF A DRIVEWAY AND 48.3 FEET WEST OF A FENCE.
 BJ5134'
 BJ5134'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANGELLE NO 1 1969, SET
 BJ5134'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ5134'WITH THE GROUND SURFACE.  IT IS 75 FEET NORTH OF TELEPHONE POLE
 BJ5134'3111, 45 FEET WEST OF THE CENTERLINE OF HIGHWAY 31 AND 1 FOOT
 BJ5134'SOUTH-SOUTHWEST OF A FENCE CORNER.
 BJ5134'
 BJ5134'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANGELLE NO 2 1969, SET
 BJ5134'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ5134'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 106 FEET SOUTH OF
 BJ5134'TELEPHONE POLE 3111, 50 FEET SOUTH OF A METAL GATE, 47 FEET WEST OF
 BJ5134'THE CENTERLINE OF HIGHWAY 31 AND 1 FOOT WEST OF A FENCE.
 BJ5134'
 BJ5134'AZIMUTH MARK IS A STANDARD DISK, STAMPED ANGELLE 1969, SET IN THE TOP
 BJ5134'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 BJ5134'ABOVE THE GROUND SURFACE.  IT IS 25 FEET SOUTH OF THE CENTERLINE OF
 BJ5134'HIGHWAY 314, 4.6 FEET EAST OF A POWERLINE POLE, 4 FEET EAST OF A
 BJ5134'METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET NORTH OF A FENCE.
 BJ5134'
 BJ5134'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE
 BJ5134'HIGHWAY 314 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 BJ5134'
 BJ5134'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO A FENCE
 BJ5134'BEING ON LINE.
 BJ5134'
 BJ5134'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 BJ5134
 BJ5134                          STATION RECOVERY (1979)
 BJ5134
 BJ5134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 BJ5134'STATION MARK AND RM 2 SEARCHED FOR BUT NOT FOUND.
 BJ5134'
 BJ5134'RM 1 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BJ5134'
 BJ5134'AZIMUTH MARK NOT SEARCHED FOR.
 BJ5134'
 BJ5134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI E OF
 BJ5134'LAFAYETTE.
 BJ5134
 BJ5134                          STATION RECOVERY (2001)
 BJ5134
 BJ5134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5134'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1025 ***********************************************************************
 BJ1025  DESIGNATION -  ANGER RESET
 BJ1025  PID         -  BJ1025
 BJ1025  STATE/COUNTY-  LA/IBERVILLE
 BJ1025  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1025
 BJ1025                         *CURRENT SURVEY CONTROL
 BJ1025  ___________________________________________________________________
 BJ1025* NAD 83(1986)-  30 17 24.     (N)    091 10 04.     (W)     SCALED    
 BJ1025* NAVD 88     -         7.695  (meters)      25.25   (feet)  ADJUSTED  
 BJ1025  ___________________________________________________________________
 BJ1025  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ1025  DYNAMIC HT  -           7.685 (meters)      25.21  (feet)  COMP
 BJ1025  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 BJ1025
 BJ1025  VERT ORDER  -  FIRST     CLASS I
 BJ1025
 BJ1025.The horizontal coordinates were scaled from a topographic map and have
 BJ1025.an estimated accuracy of +/- 6 seconds.
 BJ1025
 BJ1025.The orthometric height was determined by differential leveling
 BJ1025.and adjusted by the National Geodetic Survey in February 1994..
 BJ1025
 BJ1025.The geoid height was determined by GEOID03.
 BJ1025
 BJ1025.The dynamic height is computed by dividing the NAVD 88
 BJ1025.geopotential number by the normal gravity value computed on the
 BJ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1025.degrees latitude (g = 980.6199 gals.).
 BJ1025
 BJ1025.The modeled gravity was interpolated from observed gravity values.
 BJ1025
 BJ1025;                    North         East    Units  Estimated Accuracy
 BJ1025;SPC LA S     -   198,420.    1,015,930.      MT  (+/- 180 meters Scaled)
 BJ1025
 BJ1025                          SUPERSEDED SURVEY CONTROL
 BJ1025
 BJ1025  NGVD 29 (??/??/??)    7.749  (m)           25.42   (f) ADJUSTED    1 1
 BJ1025
 BJ1025.Superseded values are not recommended for survey control.
 BJ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1025.See file dsdata.txt to determine how the superseded data were derived.
 BJ1025
 BJ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP762523(NAD 83)
 BJ1025_MARKER: P = PIPE CAP
 BJ1025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1025_SP_SET: SHALLOW-SET PIPE
 BJ1025_STAMPING: ANGER 1910
 BJ1025_MARK LOGO: USE   
 BJ1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1025
 BJ1025  HISTORY     - Date     Condition        Report By
 BJ1025  HISTORY     - 1910     MONUMENTED       DOD
 BJ1025  HISTORY     - 1964     GOOD             CGS
 BJ1025  HISTORY     - 1976     GOOD             NGS
 BJ1025  HISTORY     - 1986     GOOD             NGS
 BJ1025
 BJ1025                          STATION DESCRIPTION
 BJ1025
 BJ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1025'4.45 MI NW FROM SAINT GABRIEL.
 BJ1025'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1025'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 0.75 MILE NORTHWEST ALONG
 BJ1025'STATE HIGHWAY 75, ABOUT 90 YARDS EAST OF THE CENTER LINE OF A PRIVATE
 BJ1025'ROAD LEADING NORTH TO A GAS WELL, 39 FEET NORTH OF THE CENTER LINE OF
 BJ1025'THE HIGHWAY, 11 1/2 FEET NORTHWEST OF POWER LINE POLE NO. 13, 18 FEET
 BJ1025'SOUTHEAST OF AN 18-INCH HACKBERRY TREE, 1.5 FEET SOUTH OF A WIRE FENCE
 BJ1025'LINE, 1 1/2 FEET EAST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL
 BJ1025'OF THE HIGHWAY, A CAP ON THE TOP OF AN IRON PIPE PROJECTING 2 FEET
 BJ1025'ABOVE THE LEVEL OF THE GROUND.
 BJ1025
 BJ1025                          STATION RECOVERY (1976)
 BJ1025
 BJ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1025'4.65 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH
 BJ1025'STATE HIGHWAY 74, 84 PACES EAST OF THE CENTER LINE OF A PRIVATE ROAD
 BJ1025'LEADING NORTH TO A GAS WELL, 40 FT NORTH OF THE CENTER LINE OF THE
 BJ1025'HIGHWAY, 12.5 FT NORTHWEST OF A POWER POLE, 26 FT EAST OF THE CENTER
 BJ1025'LINE OF A NORTH-SOUTH DITCH, 97.5 FT NORTHWEST OF THE NORTH END OF AN
 BJ1025'18 INCH METAL PIPE CULVERT UNDER HIGHWAY, 1 FT SOUTH OF A FENCE LINE,
 BJ1025'A CAP ON TOP OF AN IRON PIPE PROJECTING 2 FT ABOVE GROUND.
 BJ1025
 BJ1025                          STATION RECOVERY (1986)
 BJ1025
 BJ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2962 ***********************************************************************
 BH2962  DESIGNATION -  ANGIE
 BH2962  PID         -  BH2962
 BH2962  STATE/COUNTY-  LA/WASHINGTON
 BH2962  USGS QUAD   -  ANGIE (1982)
 BH2962
 BH2962                         *CURRENT SURVEY CONTROL
 BH2962  ___________________________________________________________________
 BH2962* NAD 83(1992)-  30 57 53.54948(N)    089 51 20.53995(W)     ADJUSTED  
 BH2962* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 BH2962  ___________________________________________________________________
 BH2962  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BH2962  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH2962
 BH2962  HORZ ORDER  -  FIRST
 BH2962
 BH2962.The horizontal coordinates were established by classical geodetic methods
 BH2962.and adjusted by the National Geodetic Survey in May 1994..
 BH2962
 BH2962.The orthometric height was scaled from a topographic map.
 BH2962
 BH2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2962
 BH2962.The geoid height was determined by GEOID03.
 BH2962
 BH2962;                    North         East     Units Scale Factor Converg.
 BH2962;SPC LA S     -   274,140.386 1,141,177.006   MT  1.00006706   +0 44 19.8
 BH2962;SPC LA S     -   899,408.92  3,744,011.56   sFT  1.00006706   +0 44 19.8
 BH2962;SPC MS W     -   162,480.489   745,630.170   MT  0.99997567   +0 14 44.7
 BH2962;SPC MS W     -   533,071.40  2,446,288.32   sFT  0.99997567   +0 14 44.7
 BH2962;SPC MS E     -   162,831.028   202,325.751   MT  1.00006764   -0 31 33.8
 BH2962;SPC MS E     -   534,221.46    663,797.07   sFT  1.00006764   -0 31 33.8
 BH2962;UTM  16      - 3,429,208.551   227,223.631   MT  1.00051793   -1 28 12.7
 BH2962
 BH2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2962!SPC LA S     -   0.99998960  x   1.00006706  =   1.00005666
 BH2962!SPC MS W     -   0.99998960  x   0.99997567  =   0.99996528
 BH2962!SPC MS E     -   0.99998960  x   1.00006764  =   1.00005724
 BH2962!UTM  16      -   0.99998960  x   1.00051793  =   1.00050753
 BH2962
 BH2962:                Primary Azimuth Mark                     Grid Az
 BH2962:SPC LA S     -  ANGIE AZ MK                              031 18 16.5
 BH2962:SPC MS W     -  ANGIE AZ MK                              031 47 51.6
 BH2962:SPC MS E     -  ANGIE AZ MK                              032 34 10.1
 BH2962:UTM  16      -  ANGIE AZ MK                              033 30 49.0
 BH2962
 BH2962|---------------------------------------------------------------------|
 BH2962| PID    Reference Object                     Distance      Geod. Az  |
 BH2962|                                                           dddmmss.s |
 BH2962| BH3180 ANGIE AZ MK                         432.721 METERS 0320236.3 |
 BH2962| CS7231 ANGIE RM 2                           21.810 METERS 07247     |
 BH2962| DD8289 ANGIE RM 1                           25.753 METERS 08624     |
 BH2962| CS7232 ANGIE RM 3                           26.665 METERS 34917     |
 BH2962| BH2963 TT 1 TX USGS 1939                    16.432 METERS 35444     |
 BH2962|---------------------------------------------------------------------|
 BH2962
 BH2962                          SUPERSEDED SURVEY CONTROL
 BH2962
 BH2962  NAD 83(1992)-  30 57 53.56100(N)    089 51 20.53655(W) AD(       ) 1
 BH2962  NAD 83(1986)-  30 57 53.56389(N)    089 51 20.53694(W) AD(       ) 1
 BH2962  NAD 27      -  30 57 52.90214(N)    089 51 20.25623(W) AD(       ) 1
 BH2962
 BH2962.Superseded values are not recommended for survey control.
 BH2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2962.See file dsdata.txt to determine how the superseded data were derived.
 BH2962
 BH2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2722429209(NAD 83)
 BH2962_MARKER: DS = TRIANGULATION STATION DISK
 BH2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2962_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2962_STAMPING: ANGIE 1939
 BH2962_MARK LOGO: CGS   
 BH2962_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2962+STABILITY: SURFACE MOTION
 BH2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2962+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1984
 BH2962
 BH2962  HISTORY     - Date     Condition        Report By
 BH2962  HISTORY     - 1939     MONUMENTED       CGS
 BH2962  HISTORY     - 1955     GOOD             CGS
 BH2962  HISTORY     - 19841107 GOOD             NGS
 BH2962  HISTORY     - 20060412 MARK NOT FOUND   NGS
 BH2962
 BH2962                          STATION DESCRIPTION
 BH2962
 BH2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BH2962'STATION IS ON STATE LAND JUST S OF A LOUISIANA FOREST SERVICE LOOKOUT
 BH2962'TOWER, ANGIE, IN THE SE 1/4 OF THE NE 1/4 OF SEC. 14, T 1 S, R 13 E.
 BH2962'THE STATION IS 256 FEET N OF THE CENTER OF LOUISIANA HIGHWAY 262
 BH2962'(AN UNMARKED GRAVEL ROAD), 143 FEET W OF THE NW CORNER OF AN OLD
 BH2962'NEGRO CHRUCH, 133 FEET W OF THE FENCE ON THE W SIDE OF THE CHURCH
 BH2962'YARD AND 54 FEET S OF THE CENTER OF THE ANGIE LOOKOUT TOWER. THE
 BH2962'MARK PROJECTS 6 INCHES AND IS STAMPED ANGIE
 BH2962'1939.
 BH2962'
 BH2962'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BH2962'DISKS SET IN CONCRETE.
 BH2962'
 BH2962'REFERENCE MARK NO.1 IS 84.49 FEET E OF THE STATION. THE MARK
 BH2962'PROJECTS 8 INCHES AND IS STAMPED ANGIE NO.1 1939.
 BH2962'
 BH2962'BM-TT1TX-1938 IS A U.S. GEOLOGICAL SURVEY BENCH MARK AND IS 53.91
 BH2962'FEET N OF THE STATION. THE MARK IS A STANDARD BRONZE DISK SET IN THE
 BH2962'TOP OF AN 8-INCH CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND
 BH2962'AND IS STAMPED TT1TX 1938. THIS MARK IS APPROXIMATELY IN THE
 BH2962'CENTER OF THE LOUISIANA STATE FORESTRY SERVICE LOOKOUT TOWER
 BH2962'ANGIE. THIS LOOKOUT TOWER IS ABOUT 80 FEET HIGH AND IS A
 BH2962'FOUR-LEGGED STEEL TOWER, PAINTED ORANGE, WITH A GLASSED-IN LOOKOUT
 BH2962'ON THE TOP.
 BH2962'
 BH2962'THE AZIMUTH MARK IS ABOUT 0.3 MILE ENE OF THE STATION ON LAND OWNED
 BH2962'BY GATLIN MORIS, 134 FEET SW OF THE SW CORNER OF HIS HOUSE, 72 FEET
 BH2962'S OF THE CENTER OF THE DIRT ROAD. THE MARK PROJECTS 5
 BH2962'INCHES AND IS STAMPED ANGIE 1939.
 BH2962'
 BH2962'TO REACH THE STATION FROM ANGIE, GO W FROM DEWEYS TEXACO STATION AT
 BH2962'THE MAIN INTERSECTION, ON LOUISIANA HIGHWAY 262 (AN UNMARKED GRAVEL
 BH2962'ROAD) FOR 2.7 MILES TO THE CHURCH, LOOKOUT TOWER AND STATION ON THE
 BH2962'TOP OF THE HILL.
 BH2962'
 BH2962'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE N FOR 0.25 MILE TO
 BH2962'THE SECOND HOUSE, THEN TURN RIGHT, (E) AND GO 0.1 MILE TO A HOUSE
 BH2962'AND THE AZIMUTH MARK ON THE S SIDE OF THE ROAD.
 BH2962'
 BH2962'A 67-FOOT TOWER IS NEEDED TO SEE 100-FOOT LIGHT AT STATION
 BH2962'SOUTHERN 1934.
 BH2962'
 BH2962'A 67-FOOT TOWER IS NEEDED TO SEE 113-FOOT LIGHT AT STATION
 BH2962'DUNN 1935.
 BH2962'
 BH2962'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2962'
 BH2962'BM-TTIXT-1938--SAME POSITION AS LOUISIANA FOREST SERVICE LOOKOUT
 BH2962'TOWER ANGIE.
 BH2962
 BH2962                          STATION RECOVERY (1955)
 BH2962
 BH2962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2962'THE STATION WAS VISITED, AND THE STATION MARK, REFERENCE MARK 1, AND
 BH2962'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. TT 1 TX (U.S.G.S.)
 BH2962'WAS FOUND WITH THE DISK REMOVED, A DRILL HOLE IN THE CENTER OF THE
 BH2962'CONCRETE POST MARKS THE STATION. THE HOUSE NEAR THE AZIMUTH MARK
 BH2962'HAS BEEN TORN DOWN, AND THE AZIMUTH MARK IS NOW AT THE E EDGE OF A
 BH2962'FIELD.  A NEW DESCRIPTION FOLLOWS--
 BH2962'
 BH2962'THE STATION IS LOCATED 2.7 MI. W ALONG STATE HIGHWAY 262 FROM ANGIE,
 BH2962'NEAR THE SITE OF THE ANGIE LOOKOUT TOWER. IT IS 256 FT. N OF THE
 BH2962'CENTERLINE OF STATE HIGHWAY 262, 143 FT. W OF THE NW CORNER OF AN
 BH2962'OLD COLORED CHURCH, 54 FT. S OF THE CENTER OF THE ANGIE LOOKOUT
 BH2962'TOWER, AND 4 FT. S OF A CONCRETE WITNESS POST. IT IS A STANDARD
 BH2962'DISK, STAMPED ANGIE 1939 AND PROJECTING 6 IN.
 BH2962'
 BH2962'REFERENCE MARK 1 IS 84 FT. E OF THE STATION, 51 FT. W OF THE NW
 BH2962'CORNER OF THE NEGRO CHURCH, 30 FT. W OF THE CENTERLINE OF A N-S
 BH2962'ROAD, AND 101 FT. SE OF THE CENTER OF THE LOOKOUT TOWER. IT IS A
 BH2962'STANDARD DISK, STAMPED ANGIE NO 1 1939 AND PROJECTING 6 IN.
 BH2962'
 BH2962'TT 1 TX (U.S.G.S.) IS 53.9 FT. N OF THE STATION, UNDER THE
 BH2962'APPROXIMATE CENTER OF THE ANGIE LOOKOUT TOWER. IT IS A CONCRETE POST
 BH2962'8 IN. SQUARE WITH A DRILL HOLE IN THE CENTER, THE DISK HAVING BEEN
 BH2962'REMOVED. IT PROJECTS 2 IN. ABOVE THE GROUND.
 BH2962'
 BH2962'THE AZIMUTH MARK IS 0.3 MI. NE OF THE STATION, ON THE TOP OF A KNOLL
 BH2962'AT THE W EDGE OF A CULTIVATED FIELD, 10 FT. W OF A N-S FENCE LINE,
 BH2962'AND 123 FT. S OF A T-FENCE CORNER. IT IS A STANDARD DISK, STAMPED
 BH2962'ANGIE 1939 AND PROJECTING 10 IN.
 BH2962'
 BH2962'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON A GRAVELED ROAD
 BH2962'FOR 0.25 MI. TO A SIDE ROAD RIGHT JUST BEFORE REACHING THE SECOND
 BH2962'HOUSE ON THE RIGHT, TURN AND GO 0.15 MI. TO A T-FENCE CORNER BY A
 BH2962'LARGE LONE OAK TREE. THE MARK IS 41 PACES S OF THE FENCE CORNER.
 BH2962'
 BH2962'TO REACH THE STATION FROM THE MAIN CROSSROAD IN ANGIE, GO W ON STATE
 BH2962'HIGHWAY 262 FOR 2.7 MI. TO THE TOP OF A GRADE AND THE STATION ON THE
 BH2962'RIGHT.
 BH2962
 BH2962                          STATION RECOVERY (1984)
 BH2962
 BH2962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 BH2962'THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 BH2962'IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS FOUND TILTED OUT OF
 BH2962'POSITION.  BENCH MARK TT1TX-1938 WAS NOT FOUND AND IS BELIEVED TO HAVE
 BH2962'BEEN DESTROYED DUE TO THE CONSTRUCTION OF A NEW LOOKOUT TOWER.
 BH2962'REFERENCE MARKS NO 2 AND 3 WERE ESTABLISHED AT THIS DATE.  MEASUREMENT
 BH2962'BETWEEN THE REFERENCE MARKS COULD NOT BE MADE BECAUSE OF A PINE TREE
 BH2962'ON LINE.  DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 BH2962'FOLLOWS.
 BH2962' 
 BH2962'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MILES) WEST ALONG STATE
 BH2962'HIGHWAY 438 FROM THE TOWN OF ANGIE, IN THE SOUTHEAST QUARTER OF THE
 BH2962'NORTHEAST QUARTER OF SECTION 14 T1S, R13E.  OWNERSHIP--LOUISIANA
 BH2962'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH2962' 
 BH2962'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 438 AND
 BH2962'STATE HIGHWAY 21 GO WEST FOR 4.3 KM (2.7 MILES) TO THE STATION ON THE
 BH2962'RIGHT NEAR THE LOUISIANA STATE FORESTRY SERVICE LOOKOUT TOWER ANGIE ON
 BH2962'STATE HIGHWAY 438.
 BH2962' 
 BH2962'THE STATION IS A STANDARD NGS DISK STAMPED--ANGIE 1939--, SET INTO THE
 BH2962'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30.5 CM ON SIDE
 BH2962'PROJECTING 6 INCHES OR 15 CM ABOVE THE GROUND LOCATED 99 FT (30.2 M) W
 BH2962'FROM THE CENTER OF THE FIRE TOWER ROAD, 98 FT (29.9 M) S FROM THE
 BH2962'CENTER OF THE LOOKOUT TOWER, 78 FT (23.8 M) W FROM A POWER POLE WITH A
 BH2962'TRANSFORMER ATTACHED, 24 FT (7.3 M) S FROM A COMBINATION NET AND
 BH2962'BARBED WIRE FENCE, AND 24 FT (7.3 M) S FROM A METAL WITNESS POST WITH
 BH2962'SIGN ATTACHED.
 BH2962' 
 BH2962'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS DATE.
 BH2962' 
 BH2962'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--ANGIE 1939 NO 2
 BH2962'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES OR
 BH2962'25.4 CM IN DIAMETER FLUSH WITH GROUND LOCATED 49 FT (14.9 M) ESE FROM
 BH2962'A POWER POLE WITH SECURITY LIGHT ATTACHED, 31 FT (9.4 M) W FROM THE
 BH2962'CENTER OF THE FIRE TOWER ROAD, 15 FT (4.6 M) NW FROM A POWER POLE WITH
 BH2962'TRANSFORMER ATTACHED, AND 1 FT (0.3 M) S FROM A COMBINATION NET AND
 BH2962'BARBED WIRE FENCE.
 BH2962' 
 BH2962'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--ANGIE 1939 NO 3
 BH2962'1984--, SET INTO THE TOP OF THE SOUTHWEST CONCRETE BASE OF THE ANGIE
 BH2962'LOOKOUT TOWER.  IT IS LOCATED 64 FT (19.5 M) N FROM A COMBINATION
 BH2962'BARBED AND NET WIRE FENCE, 60 FT (18.3 M) NW FROM A POWER POLE WITH A
 BH2962'SECURITY LIGHT ATTACHED, 28 FT (8.5 M) E FROM A METER LOOP AND POLE
 BH2962'ATTACHED TO A WOODEN SHED, AND 19 FT (5.8 M) ESE FROM THE SOUTHEAST
 BH2962'CORNER OF A WOODEN SHED.
 BH2962' 
 BH2962'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--ANGIE 1939--, SET INTO
 BH2962'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30.5 CM ON SIDE
 BH2962'PROJECTING 6 INCHES OR 15 CM ABOVE THE GROUND LOCATED 197 FT (60.0 M)
 BH2962'N FROM THE CENTER OF A GATE BETWEEN TWO FIELDS, 152 FT (46.3 M) SSE
 BH2962'FROM A 14 INCH PIN OAK TREE, 125 FT (38.1 M) S FROM THE CORNER OF A T
 BH2962'FENCE, AND 11 FT (3.4 M) E FROM A FENCE RUNNING NORTH AND SOUTH.
 BH2962' 
 BH2962'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FIRE TOWER
 BH2962'ROAD FOR 0.4 KM (0.25 MILES) TO A SIDE ROAD RIGHT JUST BEFORE REACHING
 BH2962'THE SECOND HOUSE ON THE RIGHT, THENCE RIGHT AND GO 0.24 KM (0.15 MILE)
 BH2962'TO A CURVE TO THE LEFT AND THE MARK IS TO THE RIGHT ALONG A FENCE
 BH2962'RUNNING NORTH AND SOUTH ABOUT 49.7 METERS (163 FEET) SOUTH OF THE
 BH2962'GRAVEL ROAD.
 BH2962
 BH2962                          STATION RECOVERY (2006)
 BH2962
 BH2962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH2962'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5211 ***********************************************************************
 BJ5211  DESIGNATION -  ANGOLA
 BJ5211  PID         -  BJ5211
 BJ5211  STATE/COUNTY-  LA/WEST FELICIANA
 BJ5211  USGS QUAD   -  ANGOLA (1996)
 BJ5211
 BJ5211                         *CURRENT SURVEY CONTROL
 BJ5211  ___________________________________________________________________
 BJ5211* NAD 83(1992)-  30 59 52.10785(N)    091 32 48.94078(W)     ADJUSTED  
 BJ5211* NAVD 88     -       107.3    (meters)     352.     (feet)  VERTCON   
 BJ5211  ___________________________________________________________________
 BJ5211  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ5211  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ5211
 BJ5211  HORZ ORDER  -  FIRST
 BJ5211
 BJ5211.The horizontal coordinates were established by classical geodetic methods
 BJ5211.and adjusted by the National Geodetic Survey in May 1994..
 BJ5211
 BJ5211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5211
 BJ5211.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5211
 BJ5211.The geoid height was determined by GEOID03.
 BJ5211
 BJ5211;                    North         East     Units Scale Factor Converg.
 BJ5211;SPC LA S     -   276,900.647   979,598.776   MT  1.00007690   -0 06 24.5
 BJ5211;SPC LA S     -   908,464.87  3,213,900.32   sFT  1.00007690   -0 06 24.5
 BJ5211;UTM  15      - 3,430,265.068   638,729.270   MT  0.99983740   +0 44 54.5
 BJ5211
 BJ5211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5211!SPC LA S     -   0.99998741  x   1.00007690  =   1.00006430
 BJ5211!UTM  15      -   0.99998741  x   0.99983740  =   0.99982481
 BJ5211
 BJ5211|---------------------------------------------------------------------|
 BJ5211| PID    Reference Object                     Distance      Geod. Az  |
 BJ5211|                                                           dddmmss.s |
 BJ5211| CV9595 ANGOLA RM 1                          20.390 METERS 13146     |
 BJ5211| CV9596 ANGOLA RM 2                          24.968 METERS 18908     |
 BJ5211| BJ5238 CARMEL                              APPROX.12.7 KM 2660021.7 |
 BJ5211|---------------------------------------------------------------------|
 BJ5211
 BJ5211                          SUPERSEDED SURVEY CONTROL
 BJ5211
 BJ5211  NAD 83(1992)-  30 59 52.10855(N)    091 32 48.94290(W) AD(       ) 1
 BJ5211  NAD 83(1986)-  30 59 52.12474(N)    091 32 48.93507(W) AD(       ) 1
 BJ5211  NAD 27      -  30 59 51.48784(N)    091 32 48.51252(W) AD(       ) 1
 BJ5211  NGVD 29 (07/19/86)  107.3    (m)          352.     (f) VERT ANG       
 BJ5211
 BJ5211.Superseded values are not recommended for survey control.
 BJ5211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5211.See file dsdata.txt to determine how the superseded data were derived.
 BJ5211
 BJ5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3872930265(NAD 83)
 BJ5211_MARKER: DS = TRIANGULATION STATION DISK
 BJ5211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5211+STABILITY: SURFACE MOTION
 BJ5211
 BJ5211  HISTORY     - Date     Condition        Report By
 BJ5211  HISTORY     - 1977     MONUMENTED       NGS
 BJ5211
 BJ5211                          STATION DESCRIPTION
 BJ5211
 BJ5211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5211'STATION IS ABOUT 10-1/2 MILES EAST-NORTHEAST OF LETTSWORTH, 5
 BJ5211'MILES NORTHWEST OF WEYANOKE, 1/2 MILE SOUTH OF THE LOUISIANA-
 BJ5211'MISSISSIPPI STATE LINE AND ON PROPERTY OF THE LOUISIANA STATE
 BJ5211'PENAL FARM, PERMISSION GRANTED BY THE PRISON WARDON, ROSS
 BJ5211'MAGGIO WHO LIVES IN ANGOLA.
 BJ5211'
 BJ5211'TO REACH THE STATION FROM THE POST OFFICE IN WEYANOKE, WHICH IS
 BJ5211'ABOUT 11 MILES NORTH-NORTHWEST OF ST FRANCISVILLE, GO NORTHWEST
 BJ5211'ON STATE HIGHWAY 66 FOR 2.9 MILES TO THE JUNCTION WITH STATE
 BJ5211'HIGHWAY 969 ON THE RIGHT.  CONTINUE NORTHWEST ON HIGHWAY 66
 BJ5211'FOR 2.8 MILES TO FARRAR DAVIS ROAD ON THE RIGHT AT THE WEST
 BJ5211'END OF A CONCRETE BRIDGE.  TURN SHARP RIGHT AND GO NORTHERLY ON
 BJ5211'FARRAR DAVIS ROAD (GRAVELED) FOR 3.05 MILES TO A CUTBANK
 BJ5211'AND THE STATION ON THE RIGHT.
 BJ5211'
 BJ5211'STATION MARKS ARE STANDARD DISKS, STAMPED---ANGOLA 1977---.
 BJ5211'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BJ5211'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 86 FEET EAST OF
 BJ5211'THE CENTER OF A GRAVELED ROAD, 38 FEET EAST OF A METAL WITNESS
 BJ5211'POST AND ABOUT 10 FEET HIGHER THAN THE ROAD.  THE UNDERGROUND
 BJ5211'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW
 BJ5211'THE GROUND SURFACE.
 BJ5211'
 BJ5211'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---ANGOLA NO 1
 BJ5211'1977---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ5211'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1.3 FEET
 BJ5211'NORTHWEST OF A METAL WITNESS POST AND ABOUT 3 FEET LOWER THAN
 BJ5211'THE STATION.
 BJ5211'
 BJ5211'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ANGOLA NO 2
 BJ5211'1977---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ5211'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 57 FEET EAST OF
 BJ5211'THE CENTER OF THE GRAVELED ROAD, 2 FEET NORTHEAST OF A WITNESS
 BJ5211'POST AND ABOUT 4 FEET LOWER THAN THE STATION.
 BJ5211'
 BJ5211'HEIGHT OF LIGHT ABOVE THE STATION WAS 30.3 METERS.
 BJ5211'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 BJ5211'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2793 ***********************************************************************
 BJ2793  DESIGNATION -  ANGOLA BOLT USE
 BJ2793  PID         -  BJ2793
 BJ2793  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2793  USGS QUAD   -  INNIS (1994)
 BJ2793
 BJ2793                         *CURRENT SURVEY CONTROL
 BJ2793  ___________________________________________________________________
 BJ2793* NAD 83(1986)-  30 58 15.     (N)    091 38 40.     (W)     SCALED    
 BJ2793* NAVD 88     -        14.27   (+/-2cm)      46.8    (feet)  VERTCON   
 BJ2793  ___________________________________________________________________
 BJ2793  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2793
 BJ2793  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2793
 BJ2793.The horizontal coordinates were scaled from a topographic map and have
 BJ2793.an estimated accuracy of +/- 6 seconds.
 BJ2793
 BJ2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2793.The vertical order pertains to the NGVD 29 superseded value.
 BJ2793
 BJ2793.The geoid height was determined by GEOID03.
 BJ2793
 BJ2793;                    North         East    Units  Estimated Accuracy
 BJ2793;SPC LA S     -   273,930.      970,280.      MT  (+/- 180 meters Scaled)
 BJ2793
 BJ2793                          SUPERSEDED SURVEY CONTROL
 BJ2793
 BJ2793  NGVD 29 (??/??/??)   14.250  (m)           46.75   (f) ADJUSTED    1 2
 BJ2793
 BJ2793.Superseded values are not recommended for survey control.
 BJ2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2793.See file dsdata.txt to determine how the superseded data were derived.
 BJ2793
 BJ2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ294271(NAD 83)
 BJ2793_MARKER: B = BOLT
 BJ2793_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2793_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2793
 BJ2793  HISTORY     - Date     Condition        Report By
 BJ2793  HISTORY     - UNK      MONUMENTED       DOD
 BJ2793  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2793
 BJ2793                          STATION DESCRIPTION
 BJ2793
 BJ2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2793'2.0 MI SW FROM ANGOLA.
 BJ2793'2 MILES SW OF ANGOLA, WEST FELICIANA PARISH, NEAR THE ANGOLA FERRY, AT
 BJ2793'THE LA. STATE PENAL FARM, 50 YARDS EAST OF THE GRAVEL ROAD PARALLELING
 BJ2793'THE LEVEE, NORTH SIDE OF A GRAVEL ROAD LEADING TO A GROUP OF BARNS, 4
 BJ2793'FEET FROM A POLE, AND AT THE SE CORNER OF AN IRON PIPE FENCE. A COPPER
 BJ2793'BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ2793'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 BJ2793'STANDARD CAP.  NOTE-- THE AREA AT THE DESCRIBED LOCATION OF THIS MARK
 BJ2793'HAS UNDERGONE SEVERAL CHANGES AND THE MARK IS BELIEVED TO HAVE BEEN
 BJ2793'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2792 ***********************************************************************
 BJ2792  DESIGNATION -  ANGOLA CAP USE
 BJ2792  PID         -  BJ2792
 BJ2792  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2792  USGS QUAD   -  INNIS (1994)
 BJ2792
 BJ2792                         *CURRENT SURVEY CONTROL
 BJ2792  ___________________________________________________________________
 BJ2792* NAD 83(1986)-  30 58 15.     (N)    091 38 40.     (W)     SCALED    
 BJ2792* NAVD 88     -        15.49   (+/-2cm)      50.8    (feet)  VERTCON   
 BJ2792  ___________________________________________________________________
 BJ2792  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2792
 BJ2792  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2792
 BJ2792.The horizontal coordinates were scaled from a topographic map and have
 BJ2792.an estimated accuracy of +/- 6 seconds.
 BJ2792
 BJ2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2792.The vertical order pertains to the NGVD 29 superseded value.
 BJ2792
 BJ2792.The geoid height was determined by GEOID03.
 BJ2792
 BJ2792;                    North         East    Units  Estimated Accuracy
 BJ2792;SPC LA S     -   273,930.      970,280.      MT  (+/- 180 meters Scaled)
 BJ2792
 BJ2792                          SUPERSEDED SURVEY CONTROL
 BJ2792
 BJ2792  NGVD 29 (??/??/??)   15.472  (m)           50.76   (f) ADJUSTED    1 2
 BJ2792
 BJ2792.Superseded values are not recommended for survey control.
 BJ2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2792.See file dsdata.txt to determine how the superseded data were derived.
 BJ2792
 BJ2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ294271(NAD 83)
 BJ2792_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2792
 BJ2792  HISTORY     - Date     Condition        Report By
 BJ2792  HISTORY     - UNK      MONUMENTED       DOD
 BJ2792  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2792
 BJ2792                          STATION DESCRIPTION
 BJ2792
 BJ2792'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2792'2.0 MI SW FROM ANGOLA.
 BJ2792'2 MILES SW OF ANGOLA, WEST FELICIANA PARISH, NEAR THE ANGOLA FERRY, AT
 BJ2792'THE LA. STATE PENAL FARM, 50 YARDS EAST OF THE GRAVEL ROAD PARALLELING
 BJ2792'THE LEVEE, NORTH SIDE OF A GRAVEL ROAD LEADING TO A GROUP OF BARNS, 4
 BJ2792'FEET FROM A POLE, AND AT THE SE CORNER OF AN IRON PIPE FENCE. AN IRON
 BJ2792'PIPE BEARING A CORPS OF ENGINEERS, STANDARD CAP. NOTE-- THE AREA AT
 BJ2792'THE DESCRIBED LOCATION OF THIS MARK HAS UNDERGONE SEVERAL CHANGES AND
 BJ2792'THE MARK IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4924 ***********************************************************************
 BJ4924  DESIGNATION -  ANTIOCH
 BJ4924  PID         -  BJ4924
 BJ4924  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4924  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4924
 BJ4924                         *CURRENT SURVEY CONTROL
 BJ4924  ___________________________________________________________________
 BJ4924* NAD 83(1992)-  30 22 33.78407(N)    091 00 26.96150(W)     ADJUSTED  
 BJ4924* NAVD 88     -         8.8    (meters)      29.     (feet)  VERTCON   
 BJ4924  ___________________________________________________________________
 BJ4924  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ4924  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ4924
 BJ4924  HORZ ORDER  -  SECOND
 BJ4924
 BJ4924.The horizontal coordinates were established by classical geodetic methods
 BJ4924.and adjusted by the National Geodetic Survey in January 1993..
 BJ4924
 BJ4924.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4924
 BJ4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4924
 BJ4924.The geoid height was determined by GEOID03.
 BJ4924
 BJ4924;                    North         East     Units Scale Factor Converg.
 BJ4924;SPC LA S     -   207,995.523 1,031,318.567   MT  0.99994711   +0 09 46.5
 BJ4924;SPC LA S     -   682,398.65  3,383,584.33   sFT  0.99994711   +0 09 46.5
 BJ4924;UTM  15      - 3,362,139.949   691,463.361   MT  1.00005226   +1 00 28.3
 BJ4924
 BJ4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4924!SPC LA S     -   1.00000288  x   0.99994711  =   0.99994999
 BJ4924!UTM  15      -   1.00000288  x   1.00005226  =   1.00005514
 BJ4924
 BJ4924|---------------------------------------------------------------------|
 BJ4924| PID    Reference Object                     Distance      Geod. Az  |
 BJ4924|                                                           dddmmss.s |
 BJ4924| BJ4923 ANTIOCH LDH 1973 RM 1                13.130 METERS 00025     |
 BJ4924| CV9597 ANTIOCH AZ MK                                      0012624.7 |
 BJ4924| CV9598 ANTIOCH RM 2                         23.421 METERS 10958     |
 BJ4924| BJ4993 TEMP 5                              403.624 METERS 1774618.6 |
 BJ4924|---------------------------------------------------------------------|
 BJ4924
 BJ4924                          SUPERSEDED SURVEY CONTROL
 BJ4924
 BJ4924  NAD 83(1986)-  30 22 33.80174(N)    091 00 26.95980(W) AD(       ) 2
 BJ4924  NAD 27      -  30 22 33.10985(N)    091 00 26.59283(W) AD(       ) 2
 BJ4924  NGVD 29 (07/19/86)    8.8    (m)           29.     (f) VERT ANG       
 BJ4924
 BJ4924.Superseded values are not recommended for survey control.
 BJ4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4924.See file dsdata.txt to determine how the superseded data were derived.
 BJ4924
 BJ4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9146362140(NAD 83)
 BJ4924_MARKER: DD = SURVEY DISK
 BJ4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4924
 BJ4924  HISTORY     - Date     Condition        Report By
 BJ4924  HISTORY     - 1973     MONUMENTED       LADH
 BJ4924  HISTORY     - 1975     GOOD             NGS
 BJ4924
 BJ4924                          STATION DESCRIPTION
 BJ4924
 BJ4924'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ4924'THE STATION IS LOCATED 12 MILES SOUTHEAST OF DOWNTOWN BATON ROUGE, 7
 BJ4924'MILES SOUTHWEST OF DENHAM SPRINGS AND 17 MILES SOUTHEAST OF BAKER,
 BJ4924'IN THE NORTHEAST 1/4 SECTION 52, T8S, R2E, AND ON PROPERTY OWNED BY
 BJ4924'EAST BATON ROUGE PARISH.
 BJ4924'
 BJ4924'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 BJ4924'STATE HIGHWAY 73 IN SOUTH BATON ROUGE, DRIVE SOUTHEAST ALONG STATE
 BJ4924'HIGHWAY 73 FOR 3.9 MILES TO A BLACKTOP ROAD ON THE LEFT (ANTIOCH
 BJ4924'ROAD) TURN LEFT ON ANTIOCH ROAD AND GO NORTH FOR 0.4 MILE TO THE
 BJ4924'STATION WHICH IS SET ON THE LEFT AND WEST OF THE ROAD NEAR A
 BJ4924'POWER POLE AND A PIPE GATE.
 BJ4924'
 BJ4924'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG ANTIOCH
 BJ4924'ROAD FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF THE
 BJ4924'ROAD NEAR A PINE TREE AND A POWER POLE.
 BJ4924'
 BJ4924'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4924'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4924'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4924'SUB- SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4924'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4924'STAMPED ANTIOCH 1973.  THE MARK IS 38 FEET WEST OF THE CENTER OF
 BJ4924'ANTIOCH ROAD, 22.5 FEET NORTH OF A POWER POLE, 10 FEET NORTH OF
 BJ4924'THE CENTER OF A PIPE GATE, 7 FEET WEST OF THE NORTH END OF A
 BJ4924'CULVERT, 3 FEET EAST OF A FENCE, AND 2 FEET WEST OF A METAL
 BJ4924'WITNESS POST AND SIGN.
 BJ4924'
 BJ4924'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4924'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4924'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4924'STAMPED ANTIOCH R.M. 1 1973.  IT IS 37 FEET WEST OF THE CENTER OF
 BJ4924'ANTIOCH ROAD, 65 FEET NORTH OF A POWER POLE, 50 FEET SOUTH OF A
 BJ4924'TELE- PHONE CABLE JUNCTION BOX, 43 FEET NORTH-NORTHWEST OF THE NORTH
 BJ4924'END OF A CULVERT AND 3 FEET EAST OF A FENCE.
 BJ4924'
 BJ4924'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4924'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4924'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4924'STAMPED ANTIOCH R.M. 2 1973.  IT IS 74 FEET EAST OF A POWER POLE,
 BJ4924'35 FEET EAST OF THE CENTER OF ANTIOCH ROAD, 16 FEET SOUTH OF THE
 BJ4924'CENTER OF A GRAVEL DRIVE, AND 6 FEET EAST-SOUTHEAST OF THE SOUTH
 BJ4924'END OF A CULVERT.
 BJ4924'
 BJ4924'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4924'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4924'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4924'STAMPED ANTIOCH AZ. MK. 1973.  IT IS 43 FEET EAST OF THE CENTER OF
 BJ4924'ANTIOCH ROAD, 40 FEET WEST-NORTHWEST OF A 24 INCH PINE TREE, 31
 BJ4924'FEET NORTH OF THE CENTER OF A GRAVEL DRIVE, 21 FEET EAST-NORTHEAST
 BJ4924'OF THE NORTH END OF A CULVERT, 13 FEET SOUTH-SOUTHEAST OF A POWER
 BJ4924'POLE, AND 2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ4924'
 BJ4924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4924
 BJ4924                          STATION RECOVERY (1975)
 BJ4924
 BJ4924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RT)
 BJ4924'THE STATION WAS VISITED 2-17-75 AND THE STATION, REFERENCE MARK 1,
 BJ4924'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 BJ4924'CONDI- TION.  THE 1973 DESCRIPTION IS ADEQUATE.
 BJ4924'
 BJ4924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SOUTHEAST
 BJ4924'OF DOWNTOWN B. ROUGE.
 BJ4924'
 BJ4924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2963 ***********************************************************************
 CQ2963  DESIGNATION -  ANTIOCH
 CQ2963  PID         -  CQ2963
 CQ2963  STATE/COUNTY-  LA/CLAIBORNE
 CQ2963  USGS QUAD   -  ARIZONA (1986)
 CQ2963
 CQ2963                         *CURRENT SURVEY CONTROL
 CQ2963  ___________________________________________________________________
 CQ2963* NAD 83(1992)-  32 51 27.75846(N)    092 56 34.59747(W)     ADJUSTED  
 CQ2963* NAVD 88     -       103.81   (+/-2cm)     340.6    (feet)  VERTCON   
 CQ2963  ___________________________________________________________________
 CQ2963  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CQ2963  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ2963
 CQ2963  HORZ ORDER  -  FIRST
 CQ2963  VERT ORDER  -  THIRD ? (See Below)
 CQ2963
 CQ2963.The horizontal coordinates were established by classical geodetic methods
 CQ2963.and adjusted by the National Geodetic Survey in September 1999..
 CQ2963
 CQ2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2963.The vertical order pertains to the NGVD 29 superseded value.
 CQ2963
 CQ2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2963
 CQ2963.The geoid height was determined by GEOID03.
 CQ2963
 CQ2963;                    North         East     Units Scale Factor Converg.
 CQ2963;SPC LA N     -   261,508.983   958,537.245   MT  1.00004914   -0 14 03.1
 CQ2963;SPC LA N     -   857,967.39  3,144,800.94   sFT  1.00004914   -0 14 03.1
 CQ2963;UTM  15      - 3,635,514.359   505,338.497   MT  0.99960035   +0 01 51.4
 CQ2963
 CQ2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2963!SPC LA N     -   0.99998779  x   1.00004914  =   1.00003693
 CQ2963!UTM  15      -   0.99998779  x   0.99960035  =   0.99958814
 CQ2963
 CQ2963:                Primary Azimuth Mark                     Grid Az
 CQ2963:SPC LA N     -  JUNCTION CITY MUNICIPAL TANK             049 32 58.3
 CQ2963:UTM  15      -  JUNCTION CITY MUNICIPAL TANK             049 17 03.8
 CQ2963
 CQ2963|---------------------------------------------------------------------|
 CQ2963| PID    Reference Object                     Distance      Geod. Az  |
 CQ2963|                                                           dddmmss.s |
 CQ2963| DL1352 JUNCTION CITY MUNICIPAL TANK        APPROX.27.0 KM 0491855.2 |
 CQ2963| CY3288 ANTIOCH AZ MK                                      0550946.8 |
 CQ2963| CY3289 ANTIOCH RM 1                         26.662 METERS 08935     |
 CQ2963| CY3290 ANTIOCH RM 2                         20.968 METERS 18455     |
 CQ2963| CQ2968 CLAIBORNE PARISH LOT 2 LADC         APPROX. 6.6 KM 2910316.8 |
 CQ2963|---------------------------------------------------------------------|
 CQ2963
 CQ2963                          SUPERSEDED SURVEY CONTROL
 CQ2963
 CQ2963  NAD 83(1992)-  32 51 27.76199(N)    092 56 34.59606(W) AD(       ) 1
 CQ2963  NAD 83(1986)-  32 51 27.77109(N)    092 56 34.58794(W) AD(       ) 1
 CQ2963  NAD 27      -  32 51 27.24100(N)    092 56 34.01400(W) AD(       ) 1
 CQ2963  NGVD 29 (07/19/86)  103.89   (m)          340.8    (f) LEVELING    3  
 CQ2963
 CQ2963.Superseded values are not recommended for survey control.
 CQ2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2963.See file dsdata.txt to determine how the superseded data were derived.
 CQ2963
 CQ2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0533835514(NAD 83)
 CQ2963_MARKER: DS = TRIANGULATION STATION DISK
 CQ2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2963
 CQ2963  HISTORY     - Date     Condition        Report By
 CQ2963  HISTORY     - 1941     MONUMENTED       CGS
 CQ2963  HISTORY     - 1954     GOOD             LOCENG
 CQ2963
 CQ2963                          STATION DESCRIPTION
 CQ2963
 CQ2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2963'STATION IS 8-1/2 MILES NE OF HOMER ON THE N SIDE OF STATE
 CQ2963'HIGHWAY 115, IN THE NW 1/4 OF SECTION 36, T 22 N, R 6 W.
 CQ2963'
 CQ2963'STATION MARK IS 35 FEET NW OF THE CENTER LINE OF THE HIGHWAY,
 CQ2963'88 FEET NE OF THE CENTER LINE OF A T ROAD, S, 5 FEET N OF
 CQ2963'WHITE REFERENCE POST, IS STAMPED ANTIOCH 1941, AND PROJECTS
 CQ2963'8 INCHES.
 CQ2963'
 CQ2963'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ2963'BRONZE DISKS SET IN CONCRETE.
 CQ2963'
 CQ2963'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION,
 CQ2963'LEVEL WITH THE STATION, ABOUT 19 FEET SE OF THE CENTER LINE
 CQ2963'OF THE HIGHWAY, IS STAMPED ANTIOCH NO. 1 1941, AND PROJECTS
 CQ2963'6 INCHES.
 CQ2963'
 CQ2963'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION,
 CQ2963'ABOUT LEVEL WITH THE STATION, 19 FEET SE OF THE CENTER LINE
 CQ2963'OF THE HIGHWAY, IS STAMPED ANTIOCH NO. 2 1941, AND PROJECTS
 CQ2963'6 INCHES.
 CQ2963'
 CQ2963'AZIMUTH MARK IS 0.2 MILE NE OF THE STATION, 22 FEET SE OF
 CQ2963'THE CENTER LINE OF THE HIGHWAY, 40 FEET SW OF A TELEPHONE
 CQ2963'POLE, 3 FEET SW OF WHITE REFERENCE POST, IS STAMPED ANTIOCH
 CQ2963'1941, AND PROJECTS 4 INCHES.
 CQ2963'
 CQ2963'TO REACH FROM HOMER, GO E ON STATE HIGHWAYS 11 AND 115 FOR
 CQ2963'2.0 MILES AND TURN LEFT ON 115, AS PER SIGN EL DORADO, GO
 CQ2963'6.7 MILES TO THE STATION ON THE LEFT SIDE OF THE ROAD, JUST
 CQ2963'E OF A NEGRO SHANTY.  TO REACH THE AZIMUTH MARK, CONTINUE
 CQ2963'NE ON THE HIGHWAY FOR 0.2 MILE.
 CQ2963'
 CQ2963'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CQ2963
 CQ2963                          STATION RECOVERY (1954)
 CQ2963
 CQ2963'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (CWV)
 CQ2963'RECOVERED BY STANOLIND O AND G CO.
 CQ2963'
 CQ2963'STATION AND AZIMUTH MARKS REPORTED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2562 ***********************************************************************
 BX2562  DESIGNATION -  ANTONIA
 BX2562  PID         -  BX2562
 BX2562  STATE/COUNTY-  LA/GRANT
 BX2562  USGS QUAD   -  POLLOCK (1985)
 BX2562
 BX2562                         *CURRENT SURVEY CONTROL
 BX2562  ___________________________________________________________________
 BX2562* NAD 83(1992)-  31 35 13.88239(N)    092 26 41.42672(W)     ADJUSTED  
 BX2562* NAVD 88     -        68.69   (+/-2cm)     225.4    (feet)  VERTCON   
 BX2562  ___________________________________________________________________
 BX2562  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BX2562  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX2562
 BX2562  HORZ ORDER  -  FIRST
 BX2562  VERT ORDER  -  THIRD ? (See Below)
 BX2562
 BX2562.The horizontal coordinates were established by classical geodetic methods
 BX2562.and adjusted by the National Geodetic Survey in January 1993..
 BX2562
 BX2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2562.The vertical order pertains to the NGVD 29 superseded value.
 BX2562
 BX2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2562
 BX2562.The geoid height was determined by GEOID03.
 BX2562
 BX2562;                    North         East     Units Scale Factor Converg.
 BX2562;SPC LA N     -   120,543.709 1,005,235.027   MT  0.99993128   +0 01 45.0
 BX2562;SPC LA N     -   395,483.82  3,298,008.58   sFT  0.99993128   +0 01 45.0
 BX2562;UTM  15      - 3,494,813.920   552,671.711   MT  0.99963422   +0 17 26.9
 BX2562
 BX2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2562!SPC LA N     -   0.99999329  x   0.99993128  =   0.99992457
 BX2562!UTM  15      -   0.99999329  x   0.99963422  =   0.99962751
 BX2562
 BX2562|---------------------------------------------------------------------|
 BX2562| PID    Reference Object                     Distance      Geod. Az  |
 BX2562|                                                           dddmmss.s |
 BX2562| CY3292 ANTONIA RM 1                         57.200 METERS 00743     |
 BX2562| CY3291 ANTONIA AZ MK                                      0163852.9 |
 BX2562| BX2627 EAST FEDERAL FIRE TOWER             APPROX.16.2 KM 1500620.4 |
 BX2562| BX2691 SIMMS                               APPROX.11.9 KM 1794358.3 |
 BX2562| BX2560 CATAHOULA FEDERAL FIRE TOWER        APPROX. 8.2 KM 1960139.5 |
 BX2562| CY3293 ANTONIA RM 2                         65.265 METERS 27508     |
 BX2562| BX2752 NORTH FEDERAL FIRE TOWER            APPROX. 8.3 KM 3080146.1 |
 BX2562|---------------------------------------------------------------------|
 BX2562
 BX2562                          SUPERSEDED SURVEY CONTROL
 BX2562
 BX2562  NAD 83(1986)-  31 35 13.90020(N)    092 26 41.42097(W) AD(       ) 1
 BX2562  NAD 27      -  31 35 13.26965(N)    092 26 40.91952(W) AD(       ) 1
 BX2562  NGVD 29 (07/19/86)   68.68   (m)          225.3    (f) LEVELING    3  
 BX2562
 BX2562.Superseded values are not recommended for survey control.
 BX2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2562.See file dsdata.txt to determine how the superseded data were derived.
 BX2562
 BX2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5267294814(NAD 83)
 BX2562_MARKER: DS = TRIANGULATION STATION DISK
 BX2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2562
 BX2562  HISTORY     - Date     Condition        Report By
 BX2562  HISTORY     - 1934     MONUMENTED       CGS
 BX2562  HISTORY     - 1979     SEE DESCRIPTION  NGS
 BX2562
 BX2562                          STATION DESCRIPTION
 BX2562
 BX2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2562'STATION IS LOCATED ABOUT 9-1/2 MILES SW OF SELMA, 6 MILES
 BX2562'NE OF BENTLEY AND 6 MILES NW OF ANTONIA STATION.  STATION
 BX2562'MARK IS AT TOP OF HILL IN SMALL CLEARING AND IS HIGHEST POINT
 BX2562'IN VICINITY.
 BX2562'
 BX2562'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2562'BRONZE DISKS SET IN CONCRETE.
 BX2562'
 BX2562'REFERENCE MARK NO. 1 IS N OF STATION 57.200 METERS (187.66
 BX2562'FEET).
 BX2562'
 BX2562'REFERENCE MARK NO. 2 IS W OF STATION 65.265 METERS (214.12
 BX2562'FEET).
 BX2562'
 BX2562'AZIMUTH MARK IS E OF N OF STATION 0.5 MILE ON W SIDE OF DIRT
 BX2562'ROAD LEADING TO STATION.
 BX2562'
 BX2562'TO REACH FROM ALEXANDRIA, GO N ON U.S. HIGHWAY 165 FOR 18.65
 BX2562'MILES FROM S END OF BRIDGE OVER RED RIVER TO STATION HOUSE
 BX2562'ON MISSOURI PACIFIC RAILROAD AT ANTONIA.  CONTINUE N 3.45 MILES
 BX2562'TO DIRT ROAD W.  GO W ON THIS ROAD FOR 1.6 MILES TO A FIRE
 BX2562'LINE TRAIL LEADING S.  GO S ON THIS ROAD FOR 1.0 MILE TO A
 BX2562'TURN-OUT W UP A HILL.  GO W 0.15 MILE UPHILL TO STATION.
 BX2562'
 BX2562
 BX2562                          STATION RECOVERY (1979)
 BX2562
 BX2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BX2562'THE SURFACE STATION MARK WAS FOUND PUSHED OUT OF POSITION.  THE
 BX2562'UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 BX2562'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE LINE OF SIGHT
 BX2562'FROM THE STATION MARK TO THE AZIMUTH MARK IS OBSTRUCTED BY PINE TREES
 BX2562'THIS DATE.  A NEW SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE
 BX2562'UNDERGROUND MARK THIS DATE.  THE ANGLE BETWEEN THE REFERENCE MARKS
 BX2562'COMPARED FAVORABLY WITH THE PREVIOUS ANGLE.  THE DISTANCE TO THE
 BX2562'REFERENCE MARK WAS MEASURED SLOPE THIS DATE AND A LONGER DISTANCE WAS
 BX2562'MEASURED TO BOTH REFERENCE MARKS.
 BX2562'
 BX2562'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 BX2562'
 BX2562'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHWEST OF SELMA, 6.0 MILES
 BX2562'NORTHEAST OF BENTLY AND ABOUT 5.5 MILES NORTH OF POLLOCK, ON TOP OF A
 BX2562'HILL IN A SMALL CLEARING AND ON THE HIGHEST POINT IN THE VICINITY.
 BX2562'
 BX2562'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN POLLOCK, GO
 BX2562'NORTH ON U.S. HIGHWAY 165 FOR 5.3 MILES TO A SURFACED ROAD ON THE
 BX2562'LEFT, JUST SOUTH OF THE ANTONIA FIRE TOWER, TURN LEFT, CROSS A CATTLE
 BX2562'GUARD AND GO WESTERLY ON A SURFACED ROAD FOR 0.5 MILE TO END OF
 BX2562'SURFACED ROAD AND TRUNKLINE GAS ON THE RIGHT, CONTINUE WEST ON
 BX2562'GRAVELED ROAD FOR 0.8 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BX2562'SOUTHWESTERLY ON A GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON
 BX2562'THE LEFT.  CONTINUE SOUTHWESTERLY ON THE GRAVELED ROAD FOR 0.3 MILE
 BX2562'TO A PIPELINE ROAD ON THE RIGHT LEADING UPHILL, TURN RIGHT AND FOLLOW
 BX2562'PIPELINE ROAD UPHILL FOR 0.1 MILE TO TOP OF HILL AND A TRACK ROAD ON
 BX2562'THE LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD SOUTHERLY FOR 0.05 MILE
 BX2562'TO TOP OF HILL AND THE STATION ON THE LEFT.
 BX2562'
 BX2562'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BX2562'---ANTONIA 1934 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX2562'41 CM (16 INCHES) IN DIAMETER PROJECTING 20 CM (8 INCHES) ABOVE THE
 BX2562'GROUND LOCATED 1.83 METERS (6.0 FEET) NE FROM THE CENTER OF THE TRACK
 BX2562'ROAD AND 0.61 METER (2.0 FEET) SE FROM A METAL WITNESS POST WITH SIGN
 BX2562'ATTACHED.
 BX2562'
 BX2562'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2562'STAMPED---ANTONIA 1934---SET INTO AN IRREGULAR MASS OF CONCRETE
 BX2562'1.22 METERS (4.0 FEET) BELOW THE SURFACE.
 BX2562'
 BX2562'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2562'STAMPED---ANTONIA NO 1 1934---SET INTO THE TOP OF A ROUND CONCRETE
 BX2562'MONUMENT 41 CM (16 INCHES) IN DIAMETER PROJECTING 15 CM (6 INCHES)
 BX2562'ABOVE THE GROUND LOCATED 57.0 METERS (187 FEET) N FROM THE METAL
 BX2562'WITNESS POST AT STATION MARK.
 BX2562'
 BX2562'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2562'STAMPED---ANTONIA NO 2 1934---SET INTO THE TOP OF A ROUND CONCRETE
 BX2562'MONUMENT 41 CM (16 INCHES) IN DIAMETER PROJECTING 15 CM (6 INCHES)
 BX2562'ABOVE THE GROUND LOCATED 65.2 METERS (214 FEET) W FROM THE METAL
 BX2562'WITNESS POST AT THE STATION MARK.
 BX2562'
 BX2562'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BX2562'---ANTONIA 1934---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 36
 BX2562'CM (14 INCHES) ON SIDE PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND
 BX2562'LOCATED 9.1 METERS (30 FEET) E FROM THE CENTER OF THE GRAVELED ROAD
 BX2562'AND 0.76 METER (2.5 FEET) S FROM A METAL WITNESS POST WITH SIGN
 BX2562'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2670 ***********************************************************************
 CQ2670  DESIGNATION -  AP 1955 STA B
 CQ2670  PID         -  CQ2670
 CQ2670  STATE/COUNTY-  LA/OUACHITA
 CQ2670  USGS QUAD   -  MONROE NORTH (1994)
 CQ2670
 CQ2670                         *CURRENT SURVEY CONTROL
 CQ2670  ___________________________________________________________________
 CQ2670* NAD 83(1992)-  32 30 13.34761(N)    092 02 43.71257(W)     ADJUSTED  
 CQ2670* NAVD 88     -        22.68   (+/-2cm)      74.4    (feet)  VERTCON   
 CQ2670  ___________________________________________________________________
 CQ2670  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ2670  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2670
 CQ2670  HORZ ORDER  -  SECOND
 CQ2670  VERT ORDER  -  THIRD ? (See Below)
 CQ2670
 CQ2670.This mark is at Monroe Airport (MLU)
 CQ2670
 CQ2670.The horizontal coordinates were established by classical geodetic methods
 CQ2670.and adjusted by the National Geodetic Survey in January 1993..
 CQ2670
 CQ2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2670.The vertical order pertains to the NGVD 29 superseded value.
 CQ2670
 CQ2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2670
 CQ2670.The geoid height was determined by GEOID03.
 CQ2670
 CQ2670;                    North         East     Units Scale Factor Converg.
 CQ2670;SPC LA N     -   222,255.121 1,042,711.428   MT  0.99996690   +0 14 25.1
 CQ2670;SPC LA N     -   729,182.01  3,420,962.41   sFT  0.99996690   +0 14 25.1
 CQ2670;UTM  15      - 3,596,671.482   589,665.306   MT  0.99969914   +0 30 46.6
 CQ2670
 CQ2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2670!SPC LA N     -   1.00000051  x   0.99996690  =   0.99996741
 CQ2670!UTM  15      -   1.00000051  x   0.99969914  =   0.99969965
 CQ2670
 CQ2670:                Primary Azimuth Mark                     Grid Az
 CQ2670:SPC LA N     -  MLU ARP 1955                             052 25 43.7
 CQ2670:UTM  15      -  MLU ARP 1955                             052 09 22.2
 CQ2670
 CQ2670|---------------------------------------------------------------------|
 CQ2670| PID    Reference Object                     Distance      Geod. Az  |
 CQ2670|                                                           dddmmss.s |
 CQ2670| CQ2669 MLU ARP 1955                        APPROX. 0.8 KM 0524008.8 |
 CQ2670| CQ0009 AP STA B 2                           16.183 METERS 13459     |
 CQ2670|---------------------------------------------------------------------|
 CQ2670
 CQ2670                          SUPERSEDED SURVEY CONTROL
 CQ2670
 CQ2670  NAD 83(1986)-  32 30 13.36125(N)    092 02 43.70571(W) AD(       ) 2
 CQ2670  NAD 27      -  32 30 12.84415(N)    092 02 43.22885(W) AD(       ) 2
 CQ2670  NGVD 29 (07/19/86)   22.72   (m)           74.5    (f) LEVELING    3  
 CQ2670
 CQ2670.Superseded values are not recommended for survey control.
 CQ2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2670.See file dsdata.txt to determine how the superseded data were derived.
 CQ2670
 CQ2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8966596671(NAD 83)
 CQ2670_MARKER: DT = TOPOGRAPHIC STATION DISK
 CQ2670_SETTING: 0 = UNSPECIFIED SETTING
 CQ2670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2670
 CQ2670  HISTORY     - Date     Condition        Report By
 CQ2670  HISTORY     - 1955     MONUMENTED       CGS
 CQ2670  HISTORY     - 1968     GOOD             CGS
 CQ2670  HISTORY     - 1971     GOOD             NGS
 CQ2670
 CQ2670                          STATION DESCRIPTION
 CQ2670
 CQ2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 CQ2670'LOCATED AT THE SW END (END NO. 4) OF THE NE-SW RUNWAY (RUNWAY
 CQ2670'4-22).  A STANDARD TOPOGRAPHIC STATION DISK, STAMPED AP 1955
 CQ2670'STA B, CEMENTED IN A DRILL-HOLE AT THE EASTERLY CORNER OF THE
 CQ2670'CONCRETE RUNWAY.
 CQ2670
 CQ2670                          STATION RECOVERY (1968)
 CQ2670
 CQ2670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 CQ2670'RECOVERED AS DESCRIBED.
 CQ2670
 CQ2670                          STATION RECOVERY (1971)
 CQ2670
 CQ2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2670'RECOVERED AS PREVIOUSLY DESCRIBED IN THE AIRPORT SURVEY CONTROL
 CQ2670'DATA OF 1955.  A GEODIMETER TRAVERSE WAS MADE FROM TRIANGULATION
 CQ2670'STATION MONROE W BASE 1931 1962 AND FROM ARP 1955, ALSO A TAPE
 CQ2670'TRAVERSE WAS MADE TO AP 1964 STA B2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3139 ***********************************************************************
 BK3139  DESIGNATION -  AP 1963 STA A
 BK3139  PID         -  BK3139
 BK3139  STATE/COUNTY-  LA/CALCASIEU
 BK3139  USGS QUAD   -  LAKE CHARLES (1994)
 BK3139
 BK3139                         *CURRENT SURVEY CONTROL
 BK3139  ___________________________________________________________________
 BK3139* NAD 83(1992)-  30 07 42.57850(N)    093 13 42.49631(W)     ADJUSTED  
 BK3139* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BK3139  **This station is located in a subsidence area (see below).
 BK3139  ___________________________________________________________________
 BK3139  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK3139  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK3139
 BK3139  HORZ ORDER  -  SECOND
 BK3139
 BK3139.This mark is at Lake Charles Regional Airport (LCH)
 BK3139
 BK3139.The horizontal coordinates were established by classical geodetic methods
 BK3139.and adjusted by the National Geodetic Survey in January 1993..
 BK3139
 BK3139 ** The orthometric height has not been validated since last determined
 BK3139 ** by differential leveling and should not be used for control purposes.
 BK3139 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3139 ** area with valid NAVD 88 orthometric heights.
 BK3139 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3139 ** epoch indicated which incorporates improved geoid heights for the
 BK3139 ** Southern Louisiana Subsidence area.
 BK3139 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3139.The orthometric height was scaled from a topographic map.
 BK3139
 BK3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3139
 BK3139.The geoid height was determined by GEOID03.
 BK3139
 BK3139;                    North         East     Units Scale Factor Converg.
 BK3139;SPC LA S     -   182,019.371   817,402.658   MT  0.99992821   -0 56 51.3
 BK3139;SPC LA S     -   597,175.22  2,681,761.89   sFT  0.99992821   -0 56 51.3
 BK3139;UTM  15      - 3,333,045.695   477,992.896   MT  0.99960597   -0 06 52.8
 BK3139
 BK3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3139!SPC LA S     -   1.00000380  x   0.99992821  =   0.99993201
 BK3139!UTM  15      -   1.00000380  x   0.99960597  =   0.99960977
 BK3139
 BK3139:                Primary Azimuth Mark                     Grid Az
 BK3139:SPC LA S     -  PORT                                     051 46 30.9
 BK3139:UTM  15      -  PORT                                     050 56 32.4
 BK3139
 BK3139|---------------------------------------------------------------------|
 BK3139| PID    Reference Object                     Distance      Geod. Az  |
 BK3139|                                                           dddmmss.s |
 BK3139| BK1641 PORT                                APPROX. 1.7 KM 0504939.6 |
 BK3139| BK1646 DAVIES 2                            APPROX. 1.3 KM 3432311.6 |
 BK3139|---------------------------------------------------------------------|
 BK3139
 BK3139                          SUPERSEDED SURVEY CONTROL
 BK3139
 BK3139  NAD 83(1986)-  30 07 42.60112(N)    093 13 42.48771(W) AD(       ) 2
 BK3139  NAD 27      -  30 07 41.84819(N)    093 13 41.94526(W) AD(       ) 2
 BK3139
 BK3139.Superseded values are not recommended for survey control.
 BK3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3139.See file dsdata.txt to determine how the superseded data were derived.
 BK3139
 BK3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7799333046(NAD 83)
 BK3139_MARKER: DT = TOPOGRAPHIC STATION DISK
 BK3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3139_STAMPING: AP 1963 STA A
 BK3139_MARK LOGO: CGS   
 BK3139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3139
 BK3139  HISTORY     - Date     Condition        Report By
 BK3139  HISTORY     - 1963     MONUMENTED       CGS
 BK3139  HISTORY     - 1972     GOOD             NGS
 BK3139  HISTORY     - 19910615 GOOD             NGS
 BK3139
 BK3139                          STATION DESCRIPTION
 BK3139
 BK3139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK3139'RECOVERED IN GOOD CONDITION.
 BK3139
 BK3139                          STATION RECOVERY (1991)
 BK3139
 BK3139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BK3139'THE STATION IS LOCATED ON THE LAKE CHARLES MUNI AIRPORT, 117.75 FEET
 BK3139'(35.89 M) SOUTHWEST OF THE NORTHWEST CORNER OF RUNWAY 15, AND IN
 BK3139'DIRECT LINE WITH THE END OF THE RUNWAY.  A STANDARD TOPOGRAPHIC DISK
 BK3139'SET IN A 10 INCH CONCRETE POST, IT IS FLUSH WITH THE GROUND.  IT IS
 BK3139'STAMPED AP 1963 STA A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3534 ***********************************************************************
 AA3534  SACS        -  This is a Secondary Airport Control Station.
 AA3534  DESIGNATION -  AP 1968 STA A3 MLU
 AA3534  PID         -  AA3534
 AA3534  STATE/COUNTY-  LA/OUACHITA
 AA3534  USGS QUAD   -  MONROE NORTH (1994)
 AA3534
 AA3534                         *CURRENT SURVEY CONTROL
 AA3534  ___________________________________________________________________
 AA3534* NAD 83(1992)-  32 30 54.94253(N)    092 01 53.69030(W)     ADJUSTED  
 AA3534* NAVD 88     -        22.50   (meters)      73.8    (feet)  GPS OBS   
 AA3534  ___________________________________________________________________
 AA3534  X           -    -190,849.012 (meters)                     COMP
 AA3534  Y           -  -5,380,175.267 (meters)                     COMP
 AA3534  Z           -   3,408,748.538 (meters)                     COMP
 AA3534  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA3534  ELLIP HEIGHT-          -3.58  (meters)          (02/14/02) GPS OBS
 AA3534  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AA3534
 AA3534  HORZ ORDER  -  FIRST
 AA3534  ELLP ORDER  -  FIFTH     CLASS II
 AA3534
 AA3534.This mark is at Monroe Airport (MLU)
 AA3534
 AA3534.The horizontal coordinates were established by GPS observations
 AA3534.and adjusted by the National Geodetic Survey in January 1995..
 AA3534.No horizontal observational check was made to the station.
 AA3534
 AA3534.The orthometric height was determined by GPS observations and a
 AA3534.high-resolution geoid model.
 AA3534
 AA3534.GPS derived orthometric heights for airport stations designated as
 AA3534.PACS or SACS are published to 2 decimal places.  This maintains
 AA3534.centimeter relative accuracy between the PACS and SACS.  It does
 AA3534.not indicate centimeter accuracy relative to other marks which are
 AA3534.part of the NAVD 88 network.
 AA3534
 AA3534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3534
 AA3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3534
 AA3534.The ellipsoidal height was determined by GPS observations
 AA3534.and is referenced to NAD 83.
 AA3534
 AA3534.The geoid height was determined by GEOID03.
 AA3534
 AA3534;                    North         East     Units Scale Factor Converg.
 AA3534;SPC LA N     -   223,541.933 1,044,011.596   MT  0.99996898   +0 14 51.6
 AA3534;SPC LA N     -   733,403.83  3,425,228.04   sFT  0.99996898   +0 14 51.6
 AA3534;UTM  15      - 3,597,964.125   590,958.986   MT  0.99970202   +0 31 14.1
 AA3534
 AA3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3534!SPC LA N     -   1.00000056  x   0.99996898  =   0.99996954
 AA3534!UTM  15      -   1.00000056  x   0.99970202  =   0.99970258
 AA3534
 AA3534                          SUPERSEDED SURVEY CONTROL
 AA3534
 AA3534  ELLIP H (01/24/95)   -3.50   (m)                       GP(       ) 4 1
 AA3534  NGVD 29 (01/24/95)   22.52   (m)           73.9    (f) LEVELING    3  
 AA3534
 AA3534.Superseded values are not recommended for survey control.
 AA3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3534.See file dsdata.txt to determine how the superseded data were derived.
 AA3534
 AA3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9095997964(NAD 83)
 AA3534_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3534_SP_SET: CONCRETE POST
 AA3534_STAMPING: AP 1968 STA A3 MLU
 AA3534_MARK LOGO: CGS   
 AA3534_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3534+STABILITY: SURFACE MOTION
 AA3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3534+SATELLITE: SATELLITE OBSERVATIONS - 1968
 AA3534
 AA3534  HISTORY     - Date     Condition        Report By
 AA3534  HISTORY     - 1968     MONUMENTED       CGS
 AA3534  HISTORY     - 19900615 GOOD             NGS
 AA3534
 AA3534                          STATION DESCRIPTION
 AA3534
 AA3534'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (BMR)
 AA3534'THE STATION IS LOCATED ON THE MONROE REGIONAL AIRPORT. TO REACH THE
 AA3534'STATION FROM THE POST OFFICE IN MONROE PROCEED NORTH ON WOOD STREET
 AA3534'FOR 0.35 MI (0.56 KM) TO THE INTERSECTION OF LEA JOYNER MEMORIAL
 AA3534'EXPRESSWAY AND TURN RIGHT.  PROCEED ON LEA JOYNER MEMORIAL EXPRESSWAY
 AA3534'FOR 0.2 MI (0.3 KM) TO THE ON RAMP FOR INTERSTATE HIGHWAY 20 EAST,
 AA3534'PROCEED EASTERLY ON INTERSTATE HIGHWAY 20 FOR 2.7 MI (4.3 KM) TO EXIT
 AA3534'120 (GARRETT ROAD/MONROE AIRPORT).  EXIT AND FOLLOW RAMP FOR 0.55 MI
 AA3534'(0.89 KM) TO THE INTERSECTION OF GARRETT ROAD.  TURN LEFT AND PROCEED
 AA3534'NORTHERLY ON GARRETT ROAD FOR 0.5 MI (0.8 KM) TO AN T INTERSECTION,
 AA3534'TURN LEFT AND GO 0.15 MI (0.24 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT
 AA3534'ONTO KANSAS LANE AND PROCEED FOR 0.45 MI (0.72 KM) TO A TRAFFIC LIGHT
 AA3534'AT A RAILROAD CROSSSING AND ROAD ON THE RIGHT. TURN RIGHT ONTO
 AA3534'OPERATIONS ROAD AND PROCEED FOR 0.45 MI (0.72 KM) TO MCMAHAN AVIATION
 AA3534'AND AN AIRPORT ENTRANCE GATE ON THE RIGHT.  PASS THROUGH THE GATE AND
 AA3534'PROCEED SOUTH-EAST FOR 0.1 MI (0.2 KM) TO THE RAMP TAXIWAY.  PROCEED
 AA3534'FOR 0.6 MI (1.0 KM) TO TAXIWAY -C-.  TURN ONTO TAXIWAY -C- AND PROCEED
 AA3534'0.65 MI (1.05 KM) TO TAXIWAY -C-2-, TURN ONTO TAXIWAY -C-2- AND
 AA3534'PROCEED FOR 0.1 TO THE STATION ON THE SOUTHEAST SIDE OF THE RUNWAY.
 AA3534'THE STATION IS LOCATED 1500 FT (457.2 M) SOUTHWEST OF RUNWAY END 22,
 AA3534'147.4 FT (44.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 AA3534'BASE OF THE MOST SOUTHERLY VASI AND 52.96 FT (16.14 M) SOUTHEAST OF
 AA3534'THE RUNWAY EDGE. ACCESS TO THE AIRFIELD MAY BE OBTAINED BY CONTACTING
 AA3534'MR CLEVE NORRELL, AIRPORT DIRECTOR, 5400 OPERATIONS ROAD, MONROE, LA
 AA3534'71203. PHONE (318) 329-2460, 2461 OR 2462.
 AA3534
 AA3534                          STATION RECOVERY (1990)
 AA3534
 AA3534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA3534'THE STATION IS LOCATED ON THE NORTHEAST PART OF THE AIRPORT NEAR OLD
 AA3534'RUNWAY END 22, ABOUT 1500 FT (457.2 M) SOUTHWEST OF RUNWAY END 22,
 AA3534'205.6 FT (62.7 M) EAST OF THE FIRST RUNWAY LIGHT WEST OF THE OLD
 AA3534'RUNWAY END, 147.1 FT (44.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA3534'CONCRETE BASE OF MOST SOUTHERLY VASI LIGHT AND 52.96 FT (16.14 M)
 AA3534'SOUTHEAST OF THE RUNWAY EDGE.  A STANDARD TOPOGRAPHIC DISK SET IN A
 AA3534'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP 1968 STA A3
 AA3534'MLU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0009 ***********************************************************************
 CQ0009  DESIGNATION -  AP STA B 2
 CQ0009  PID         -  CQ0009
 CQ0009  STATE/COUNTY-  LA/OUACHITA
 CQ0009  USGS QUAD   -  MONROE NORTH (1994)
 CQ0009
 CQ0009                         *CURRENT SURVEY CONTROL
 CQ0009  ___________________________________________________________________
 CQ0009* NAD 83(1992)-  32 30 12.97619(N)    092 02 43.27413(W)     ADJUSTED  
 CQ0009* NAVD 88     -        22.505  (meters)      73.84   (feet)  ADJUSTED  
 CQ0009  ___________________________________________________________________
 CQ0009  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ0009  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0009  DYNAMIC HT  -          22.479 (meters)      73.75  (feet)  COMP
 CQ0009  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CQ0009
 CQ0009  HORZ ORDER  -  SECOND
 CQ0009  VERT ORDER  -  FIRST     CLASS I
 CQ0009
 CQ0009.This mark is at Monroe Airport (MLU)
 CQ0009
 CQ0009.The horizontal coordinates were established by classical geodetic methods
 CQ0009.and adjusted by the National Geodetic Survey in January 1993..
 CQ0009
 CQ0009.The orthometric height was determined by differential leveling
 CQ0009.and adjusted by the National Geodetic Survey in June 1991..
 CQ0009
 CQ0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0009
 CQ0009.The geoid height was determined by GEOID03.
 CQ0009
 CQ0009.The dynamic height is computed by dividing the NAVD 88
 CQ0009.geopotential number by the normal gravity value computed on the
 CQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0009.degrees latitude (g = 980.6199 gals.).
 CQ0009
 CQ0009.The modeled gravity was interpolated from observed gravity values.
 CQ0009
 CQ0009;                    North         East     Units Scale Factor Converg.
 CQ0009;SPC LA N     -   222,243.728 1,042,722.921   MT  0.99996688   +0 14 25.3
 CQ0009;SPC LA N     -   729,144.63  3,421,000.12   sFT  0.99996688   +0 14 25.3
 CQ0009;UTM  15      - 3,596,660.147   589,676.849   MT  0.99969917   +0 30 46.9
 CQ0009
 CQ0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0009!SPC LA N     -   1.00000054  x   0.99996688  =   0.99996742
 CQ0009!UTM  15      -   1.00000054  x   0.99969917  =   0.99969971
 CQ0009
 CQ0009:                Primary Azimuth Mark                     Grid Az
 CQ0009:SPC LA N     -  MLU ARP 1955                             051 12 32.7
 CQ0009:UTM  15      -  MLU ARP 1955                             050 56 11.1
 CQ0009
 CQ0009|---------------------------------------------------------------------|
 CQ0009| PID    Reference Object                     Distance      Geod. Az  |
 CQ0009|                                                           dddmmss.s |
 CQ0009| CQ2669 MLU ARP 1955                        APPROX. 0.8 KM 0512658.0 |
 CQ0009| CQ2670 AP 1955 STA B                        16.183 METERS 31459     |
 CQ0009|---------------------------------------------------------------------|
 CQ0009
 CQ0009                          SUPERSEDED SURVEY CONTROL
 CQ0009
 CQ0009  NAD 83(1986)-  32 30 12.98984(N)    092 02 43.26727(W) AD(       ) 2
 CQ0009  NAD 27      -  32 30 12.47273(N)    092 02 42.79041(W) AD(       ) 2
 CQ0009  NGVD 29 (??/??/??)   22.548  (m)           73.98   (f) ADJUSTED    1 1
 CQ0009
 CQ0009.Superseded values are not recommended for survey control.
 CQ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0009.See file dsdata.txt to determine how the superseded data were derived.
 CQ0009
 CQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8967796660(NAD 83)
 CQ0009_MARKER: DT = TOPOGRAPHIC STATION DISK
 CQ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0009_STAMPING: AP STA B 2 1964
 CQ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0009+STABILITY: SURFACE MOTION
 CQ0009
 CQ0009  HISTORY     - Date     Condition        Report By
 CQ0009  HISTORY     - 1964     MONUMENTED       CGS
 CQ0009  HISTORY     - 1966     GOOD             CGS
 CQ0009  HISTORY     - 1968     GOOD             CGS
 CQ0009  HISTORY     - 1969     GOOD             CGS
 CQ0009  HISTORY     - 1971     GOOD             NGS
 CQ0009  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0009  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 CQ0009
 CQ0009                          STATION DESCRIPTION
 CQ0009
 CQ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 CQ0009'STATION IS LOCATED AT THE SOUTHWEST END OF RUNWAY 4-22.  127.96
 CQ0009'FT. EAST OF THE CENTERLINE, 53.11 FT. EAST OF STA B, AND 8.7
 CQ0009'FT. NORTH-EAST OF THE THRESHOLD LIGHT BAR.  A STANDARD DISK SET IN
 CQ0009'CONCRETE FLUSH WITH THE GROUND AND STAMPED AP 1964 STA B2.
 CQ0009
 CQ0009                          STATION RECOVERY (1966)
 CQ0009
 CQ0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CQ0009'5.2 MI E FROM MONROE.
 CQ0009'ABOUT 3.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0009'STATION AT MONROE, THENCE 0.8 MILE NORTH ALONG A PAVED ROAD, THENCE
 CQ0009'0.7 MILE EAST ALONG AN ACCESS ROAD TO THE MONROE MUNICIPAL AIRPORT
 CQ0009'WHICH WAS FORMERLY SELMAN FIELD, THENCE ABOUT 0.4 MILE SOUTHWEST ALONG
 CQ0009'A TAXI-STRIP FROM THE CONTROL TOWER, THENCE ABOUT 0.2 MILE SOUTHEAST
 CQ0009'ACROSS A TAXI-STRIP, 53 FEET SOUTHEAST OF THE SOUTH CORNER OF RUNWAY
 CQ0009'4, 10.2 FEET NORTHEAST OF THE MOST SOUTHEASTERLY ONE OF A ROW OF
 CQ0009'RUNWAY LIGHTS ACROSS THE SOUTHWEST END OF RUNWAY 4, ABOUT LEVEL WITH
 CQ0009'THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CQ0009'GROUND.
 CQ0009
 CQ0009                          STATION RECOVERY (1968)
 CQ0009
 CQ0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 CQ0009'RECOVERED AS DESCRIBED.
 CQ0009
 CQ0009                          STATION RECOVERY (1969)
 CQ0009
 CQ0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0009'RECOVERED IN GOOD CONDITION.
 CQ0009
 CQ0009                          STATION RECOVERY (1971)
 CQ0009
 CQ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ0009'RECOVERED AS PREVIOUSLY DESCRIBED IN THE AIRPORT SURVEY
 CQ0009'CONTROL DATA OF 1964.  A GEODIMETER TRAVERSE WAS MADE FROM
 CQ0009'TRIANGULATION STATION MONROE W BASE 1931 1962 AND FROM ARP
 CQ0009'1955, ALSO A TAPE TRAVERSE WAS MADE TO AP 1955 STA B.
 CQ0009
 CQ0009                          STATION RECOVERY (1990)
 CQ0009
 CQ0009'RECOVERY NOTE BY US POWER SQUADRON 1990 (IMJ)
 CQ0009'MARK NOT FOUND.
 CQ0009
 CQ0009                          STATION RECOVERY (1991)
 CQ0009
 CQ0009'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2086 ***********************************************************************
 BX2086  DESIGNATION -  APRIL
 BX2086  PID         -  BX2086
 BX2086  STATE/COUNTY-  LA/VERNON
 BX2086  USGS QUAD   -  LEESVILLE (1994)
 BX2086
 BX2086                         *CURRENT SURVEY CONTROL
 BX2086  ___________________________________________________________________
 BX2086* NAD 83(1992)-  31 10 21.53493(N)    093 16 46.51081(W)     ADJUSTED  
 BX2086* NAVD 88     -        79.79   (+/-2cm)     261.8    (feet)  VERTCON   
 BX2086  ___________________________________________________________________
 BX2086  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 BX2086  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2086
 BX2086  HORZ ORDER  -  SECOND
 BX2086  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2086
 BX2086.The horizontal coordinates were established by classical geodetic methods
 BX2086.and adjusted by the National Geodetic Survey in January 1993..
 BX2086
 BX2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2086.The vertical order pertains to the NGVD 29 superseded value.
 BX2086
 BX2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2086
 BX2086.The geoid height was determined by GEOID03.
 BX2086
 BX2086;                    North         East     Units Scale Factor Converg.
 BX2086;SPC LA N     -    74,848.847   925,681.401   MT  0.99999865   -0 24 43.8
 BX2086;SPC LA N     -   245,566.59  3,037,006.40   sFT  0.99999865   -0 24 43.8
 BX2086;UTM  15      - 3,448,769.638   473,357.153   MT  0.99960876   -0 08 41.0
 BX2086
 BX2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2086!SPC LA N     -   0.99999165  x   0.99999865  =   0.99999030
 BX2086!UTM  15      -   0.99999165  x   0.99960876  =   0.99960041
 BX2086
 BX2086:                Primary Azimuth Mark                     Grid Az
 BX2086:SPC LA N     -  APRIL AZ MK                              127 53 10.1
 BX2086:UTM  15      -  APRIL AZ MK                              127 37 07.3
 BX2086
 BX2086|---------------------------------------------------------------------|
 BX2086| PID    Reference Object                     Distance      Geod. Az  |
 BX2086|                                                           dddmmss.s |
 BX2086| BX2084 APRIL AZ MK                                        1272826.3 |
 BX2086| BX2085 APRIL RM 2                           17.191 METERS 13630     |
 BX2086| BX2087 APRIL RM 1                           11.823 METERS 31633     |
 BX2086| BX2910 APRIL LDH 1972 A PT                  14.349 METERS 35200     |
 BX2086|---------------------------------------------------------------------|
 BX2086
 BX2086                          SUPERSEDED SURVEY CONTROL
 BX2086
 BX2086  NAD 83(1986)-  31 10 21.54773(N)    093 16 46.50502(W) AD(       ) 2
 BX2086  NAD 27      -  31 10 20.87904(N)    093 16 45.90976(W) AD(       ) 2
 BX2086  NGVD 29 (??/??/??)   79.886  (m)          262.09   (f) ADJUSTED    2 1
 BX2086
 BX2086.Superseded values are not recommended for survey control.
 BX2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2086.See file dsdata.txt to determine how the superseded data were derived.
 BX2086
 BX2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7335748770(NAD 83)
 BX2086_MARKER: DS = TRIANGULATION STATION DISK
 BX2086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2086_SP_SET: CONCRETE BLOCK
 BX2086_STAMPING: APRIL 1972
 BX2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2086
 BX2086  HISTORY     - Date     Condition        Report By
 BX2086  HISTORY     - 1972     MONUMENTED       LADH
 BX2086  HISTORY     - 1974     GOOD             NGS
 BX2086  HISTORY     - 1975     GOOD             LADTD
 BX2086  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2086  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2086
 BX2086                          STATION DESCRIPTION
 BX2086
 BX2086'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BX2086'THE STATION IS LOCATED 2 MILES NORTH OF LEESVILLE, 12.5 MILES
 BX2086'SOUTHEAST OF HORNBECK AND 16 MILES SOUTHWESET OF SIMPSON, IN THE
 BX2086'NORTHWEST 1/4 OF SECTION 10, T2N, R9W, AND ON THE PROPERTY OWNED BY
 BX2086'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BX2086'
 BX2086'TO REACH THE STATION FROM LEESVILLE FROM THE JUNCTION OF U. S.
 BX2086'HIGHWAY 171 AND STATE HIGHWAY 8 JUST NORTH OF THE STATE POLICE
 BX2086'OFFICE, GO NORTH ALONG U. S. HIGHWAY 171 FOR 1 MILE TO THE STATION
 BX2086'WHICH IS SET ON THE LEFT AND WEST OF THE ROAD NEAR THE
 BX2086'RAILROAD.
 BX2086'
 BX2086'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U. S. 171
 BX2086'FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND EAST OF THE HIGHWAY
 BX2086'NEAR A FENCE.
 BX2086'
 BX2086'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2086'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2086'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2086'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2086'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2086'STAMPED APRIL 1972.  THE MARK IS 58 FEET NORTH-NORTHWEST OF A
 BX2086'TELEPHONE POLE, 54 FEET NORTHEAST OF THE EAST RAIL ON THE
 BX2086'KANSAS CITY SOUTHERN RAILROAD, 47 FEET SOUTHWEST OF THE CENTER OF
 BX2086'U. S. HIGHWAY 171, 17 FEET SOUTHEAST OF A TELEPHONE POLE, AND 3
 BX2086'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2086'
 BX2086'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2086'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2086'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2086'STAMPED APRIL R. M. 1 1972.  IT IS 65 FEET SOUTH-SOUTHEAST OF A
 BX2086'TELEPHONE JUNCTION BOX, 54 FEET NORTHEAST OF THE EAST RAIL ON THE
 BX2086'KANSAS CITY SOUTHERN RAILROAD, 48 FEET SOUTHWEST OF THE CENTER
 BX2086'OF U. S. HIGHWAY 171, AND 23 FEET NORTH OF A TELEPHONE POLE.
 BX2086'
 BX2086'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2086'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2086'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2086'STAMPED APRIL R. M. 2 1972.  IT IS 53 FEET NORTHEAST OF THE EAST
 BX2086'RAIL ON THE KANSAS CITY SOUTHERN RAILROAD, 48 FEET SOUTHWEST OF
 BX2086'THE CENTER OF U. S. HIGHWAY 171, AND 1.5 FEET NORTH OF A TELEPHONE
 BX2086'POLE.
 BX2086'
 BX2086'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2086'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2086'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2086'STAMPED APRIL AZ. MK. 1972.  IT IS 51 FEET NORTHEAST OF THE CENTER
 BX2086'OF U. S. HIGHWAY 171, 48 FEET SOUTH-SOUTHEAST OF A 36 INCH PINE
 BX2086'TREE, 2.5 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, AND 2
 BX2086'FEET SOUTHWEST OF A FENCE.
 BX2086'
 BX2086'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX2086
 BX2086                          STATION RECOVERY (1974)
 BX2086
 BX2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWH)
 BX2086'THE STATION IS LOCATED ABOUT 2.65 MILES NORTH OF THE LEESVILLE
 BX2086'COURTHOUSE ALONG UNITED STATES HIGHWAY 171.  1.15 MILES NORTH OF THE
 BX2086'INTERSECTION OF UNITED STATES HIGHWAY 171 AND LOUISIANA HIGHWAY 8.
 BX2086'
 BX2086'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON UNITED STATES
 BX2086'HIGHWAY 171 FOR 0.4 MILES.  THE MARK IS SET ON THE LEFT AND EAST OF
 BX2086'THE HIGHWAY NEAR THE FENCE.
 BX2086'
 BX2086'THE STATION IS 58 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.  54 FEET
 BX2086'NORTHEAST OF THE EAST RAIL ON THE KANSAS CITY RAILROAD.  47 FEET
 BX2086'SOUTHWEST OF THE CENTER OF UNITED STATES HIGHWAY 171.  17 FEET
 BX2086'SOUTHEAST OF A TELEPHONE POLE.  DISK IS SET IN THE TOP OF A 10
 BX2086'INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  A METAL
 BX2086'WITNESS POST IS SET 3 FEET NORTH-NORTHEAST OF THE MARK.
 BX2086'
 BX2086'REFERENCE MARK NO. 1 IS 65 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 BX2086'JUNCTION BOX.  54 FEET NORTHEAST OF THE EAST RAIL ON THE KANSAS CITY
 BX2086'SOUTHERN RAILROAD.  48 FEET SOUTHWEST OF THE CENTER OF UNITED
 BX2086'STATES HIGHWAY 171.  23 FEET NORTH OF A TELEPHONE POLE.  SET IN THE
 BX2086'TOP OF A 10 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  A
 BX2086'METAL WITNESS POST IS SET 1 FOOT NORTHEAST OF THE MARK.
 BX2086'
 BX2086'REFERENCE MARK NO. 2 IS 53 FEET NORTHEAST OF THE EAST RAIL ON THE
 BX2086'KANSAS CITY SOUTHERN RAILROAD.  48 FEET SOUTHWEST OF THE CENTER OF
 BX2086'UNITED STATES HIGHWAY 171.  1.5 FEET NORTH OF A TELEPHONE POLE.
 BX2086'SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BX2086'THE GROUND.  A METAL WITNESS POST IS SET 1 FOOT NORTHEAST OF
 BX2086'THE MARK.
 BX2086'
 BX2086'THE AZIMUTH MARK IS 51 FEET NORTHEAST OF THE CENTER OF UNITED STATES
 BX2086'HIGHWAY 171.  48 FEET SOUTH-SOUTHEAST OF A 36 INCH PINE TREE.  2
 BX2086'FEET SOUTHEAST OF A BARB WIRE FENCE.  SET IN THE TOP OF A 10 INCH
 BX2086'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  A METAL WITNESS
 BX2086'POST IS SET 2.5 FEET SOUTHEAST OF THE MARK.
 BX2086'
 BX2086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.65 MILES NORTH
 BX2086'OF LEESVILLE COURTHOUSE.
 BX2086
 BX2086                          STATION RECOVERY (1975)
 BX2086
 BX2086'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BX2086'2.65 MI N FROM LEESVILLE.
 BX2086'LOCATED ABOUT 2.65 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2086'THE COURTHOUSE IN LEESVILLE.  1.15 MILES NORTH OF THE INTERSECTION OF
 BX2086'UNITED STATES HIGHWAY 171 AND LOUISIANA HIGHWAY 8.  0.45 MILES NORTH
 BX2086'OF B.M. APRIL AZIMUTH.  58 FEET NORTH NORTHWEST OF A TELEPHONE POLE.
 BX2086'54 FEET NORTHEAST OF THE EAST RAIL ON THE KANSAS CITY SOUTHERN
 BX2086'RAILROAD.  47 FEET SOUTHWEST OF THE CENTER OF UNITED STATES HIGHWAY
 BX2086'171.  17 FEET SOUTHEAST OF A TELEPHONE POLE. SET IN THE TOP OF A 10
 BX2086'INCH CONCRETE BLOCK FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS
 BX2086'SET 1 FOOT EAST OF THE MARK.
 BX2086
 BX2086                          STATION RECOVERY (1994)
 BX2086
 BX2086'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2086'MARK NOT FOUND.
 BX2086
 BX2086                          STATION RECOVERY (2001)
 BX2086
 BX2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2086'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2982 ***********************************************************************
 BK2982  DESIGNATION -  APRIL
 BK2982  PID         -  BK2982
 BK2982  STATE/COUNTY-  LA/ALLEN
 BK2982  USGS QUAD   -  BOND (1986)
 BK2982
 BK2982                         *CURRENT SURVEY CONTROL
 BK2982  ___________________________________________________________________
 BK2982* NAD 83(1992)-  30 43 37.14311(N)    092 37 10.73494(W)     ADJUSTED  
 BK2982* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 BK2982  ___________________________________________________________________
 BK2982  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK2982  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2982
 BK2982  HORZ ORDER  -  SECOND
 BK2982
 BK2982.The horizontal coordinates were established by classical geodetic methods
 BK2982.and adjusted by the National Geodetic Survey in January 1993..
 BK2982
 BK2982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2982
 BK2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2982
 BK2982.The geoid height was determined by GEOID03.
 BK2982
 BK2982;                    North         East     Units Scale Factor Converg.
 BK2982;SPC LA S     -   247,546.498   876,804.676   MT  1.00000585   -0 38 35.4
 BK2982;SPC LA S     -   812,158.80  2,876,650.01   sFT  1.00000585   -0 38 35.4
 BK2982;UTM  15      - 3,399,407.321   536,413.816   MT  0.99961636   +0 11 39.6
 BK2982
 BK2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2982!SPC LA S     -   0.99999932  x   1.00000585  =   1.00000517
 BK2982!UTM  15      -   0.99999932  x   0.99961636  =   0.99961568
 BK2982
 BK2982|---------------------------------------------------------------------|
 BK2982| PID    Reference Object                     Distance      Geod. Az  |
 BK2982|                                                           dddmmss.s |
 BK2982| CV9600 APRIL RM 1                            9.594 METERS 17645     |
 BK2982| BK2983 APRIL LDH 1974 A POINT                9.366 METERS 22355     |
 BK2982| CV9601 APRIL RM 2                           22.535 METERS 25802     |
 BK2982| CV9599 APRIL AZ MK                                        3585158.0 |
 BK2982|---------------------------------------------------------------------|
 BK2982
 BK2982                          SUPERSEDED SURVEY CONTROL
 BK2982
 BK2982  NAD 83(1986)-  30 43 37.16316(N)    092 37 10.72851(W) AD(       ) 2
 BK2982  NAD 27      -  30 43 36.45700(N)    092 37 10.22045(W) AD(       ) 2
 BK2982  NGVD 29 (07/19/86)   31.5    (m)          103.     (f) VERT ANG       
 BK2982
 BK2982.Superseded values are not recommended for survey control.
 BK2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2982.See file dsdata.txt to determine how the superseded data were derived.
 BK2982
 BK2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3641499407(NAD 83)
 BK2982_MARKER: DD = SURVEY DISK
 BK2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2982
 BK2982  HISTORY     - Date     Condition        Report By
 BK2982  HISTORY     - 1974     MONUMENTED       LADH
 BK2982
 BK2982                          STATION DESCRIPTION
 BK2982
 BK2982'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2982'THE STATION IS LOCATED 5 MILES SOUTHEAST OF OAKDALE, 11 MILES
 BK2982'NORTHEAST OF OBERLIN AND 9 MILES NORTHWEST OF REDDELL, IN THE NORTH
 BK2982'WEST QUARTER OF SECTION 6, T4S, R2W, AND ON THE PROPERTY OWNED BY
 BK2982'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK2982'
 BK2982'TO REACH THE STATION FROM THE POST OFFICE IN OAKDALE, GO NORTH AND
 BK2982'EAST ON STATE HIGHWAY 10 FOR 1.15 MILES TO THE JUNCTION WITH STATE
 BK2982'HIGHWAY 372.  BEAR RIGHT, GO SOUTHEAST ON STATE HIGHWAY 372 FOR 5.9
 BK2982'MILES TO THE MARK SET ON THE LEFT AND EAST OF THE HIGHWAY NEAR A
 BK2982'POWER POLE.
 BK2982'
 BK2982'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 BK2982'HIGHWAY 372 FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND WEST OF
 BK2982'THE HIGHWAY NEAR A POWER POLE AND A HIGHWAY RIGHT-OF-WAY MARKER.
 BK2982'
 BK2982'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2982'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12 INCH
 BK2982'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK2982'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 BK2982'ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED
 BK2982'APRIL 1974.  IT IS 38 FEET EAST OF THE CENTER OF STATE HIGHWAY 372,
 BK2982'19.5 FEET NORTH-NORTHEAST OF A HIGHWAY RIGHT-OF-WAY
 BK2982'MARKER, 5 FEET SOUTH-SOUTHEAST OF A POWER POLE, 3 FEET
 BK2982'WEST OF A FENCE, AND 1.5 FEET NORTH OF A METAL WITNESS POST AND
 BK2982'SIGN.
 BK2982'
 BK2982'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2982'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2982'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2982'STAMPED APRIL RM 1 1974.  IT IS 39 FEET SOUTH-SOUTHEAST OF A POWER
 BK2982'POLE, 39 FEET EAST OF THE CENTER OF STATE HIGHWAY 372, 13 FEET
 BK2982'SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, AND 1.5 FEET WEST OF
 BK2982'A FENCE.
 BK2982'
 BK2982'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2982'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2982'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2982'STAMPED APRIL RM 2 1974.  IT IS 84.5 FEET NORTH OF A 30 INCH OAK
 BK2982'TREE, 53.5 FEET NORTH-NORTHEAST OF THE NORTH END OF A CULVERT, 35
 BK2982'FEET WEST OF THE CENTER OF STATE HIGHWAY 372, AND 2.5 FEET NORTH
 BK2982'OF A HIGHWAY RIGHT-OF-WAY MARKER.
 BK2982'
 BK2982'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2982'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2982'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2982'STAMPED APRIL AZ. MK. 1974.  IT IS 96 FEET NORTH OF A HIGHWAY
 BK2982'RIGHT-OF-WAY MARKER, 38.5 FEET WEST OF THE CENTER OF STATE
 BK2982'HIGHWAY 372, 5.5 FEET SOUTH OF A POWER POLE, AND 2 FEET SOUTH OF A
 BK2982'METAL WITNESS POST AND SIGN.
 BK2982'
 BK2982'NEAREST TOWN--OBERLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2084 ***********************************************************************
 BX2084  DESIGNATION -  APRIL AZ MK
 BX2084  PID         -  BX2084
 BX2084  STATE/COUNTY-  LA/VERNON
 BX2084  USGS QUAD   -  LEESVILLE (1994)
 BX2084
 BX2084                         *CURRENT SURVEY CONTROL
 BX2084  ___________________________________________________________________
 BX2084* NAD 83(1986)-  31 10 08.     (N)    093 16 25.     (W)     SCALED    
 BX2084* NAVD 88     -        82.63   (+/-2cm)     271.1    (feet)  VERTCON   
 BX2084  ___________________________________________________________________
 BX2084  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2084
 BX2084  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2084
 BX2084.The horizontal coordinates were scaled from a topographic map and have
 BX2084.an estimated accuracy of +/- 6 seconds.
 BX2084
 BX2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2084.The vertical order pertains to the NGVD 29 superseded value.
 BX2084
 BX2084.The geoid height was determined by GEOID03.
 BX2084
 BX2084;                    North         East    Units  Estimated Accuracy
 BX2084;SPC LA N     -    74,430.      926,250.      MT  (+/- 180 meters Scaled)
 BX2084
 BX2084                          SUPERSEDED SURVEY CONTROL
 BX2084
 BX2084  NGVD 29 (??/??/??)   82.733  (m)          271.43   (f) ADJUSTED    2 1
 BX2084
 BX2084.Superseded values are not recommended for survey control.
 BX2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2084.See file dsdata.txt to determine how the superseded data were derived.
 BX2084
 BX2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ739483(NAD 83)
 BX2084_MARKER: DZ = AZIMUTH MARK DISK
 BX2084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2084_SP_SET: CONCRETE BLOCK
 BX2084_STAMPING: APRIL AZIMUTH 1972
 BX2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2084
 BX2084  HISTORY     - Date     Condition        Report By
 BX2084  HISTORY     - 1972     MONUMENTED       LADH
 BX2084  HISTORY     - 1975     GOOD             LADTD
 BX2084  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2084  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2084
 BX2084                          STATION DESCRIPTION
 BX2084
 BX2084'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2084'2.2 MI N FROM LEESVILLE.
 BX2084'LOCATED ABOUT 2.2 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM THE
 BX2084'COURTHOUSE IN LEESVILLE.  0.7 MILES NORTH OF THE INTERSECTION OF
 BX2084'UNITED STATES HIGHWAY 171 AND LOUISIANA HIGHWAY 8.  0.66 MILES
 BX2084'NORTHEAST OF B.M. G 100.  51 FEET NORTHEAST OF THE CENTER OF UNITED
 BX2084'STATES HIGHWAY 171.  48 FEET SOUTH SOUTHEAST OF A 36 INCH PINE TREE. 2
 BX2084'FEET SOUTHWEST OF A CYCLONE FENCE.  SET IN THE TOP OF A 10 INCH
 BX2084'CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 BX2084'POST IS SET 2.5 FEET SOUTHEAST OF THE MARK.
 BX2084
 BX2084                          STATION RECOVERY (1994)
 BX2084
 BX2084'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2084'MARK NOT FOUND.
 BX2084
 BX2084                          STATION RECOVERY (2001)
 BX2084
 BX2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2087 ***********************************************************************
 BX2087  DESIGNATION -  APRIL RM 1
 BX2087  PID         -  BX2087
 BX2087  STATE/COUNTY-  LA/VERNON
 BX2087  USGS QUAD   -  LEESVILLE (1994)
 BX2087
 BX2087                         *CURRENT SURVEY CONTROL
 BX2087  ___________________________________________________________________
 BX2087* NAD 83(1986)-  31 10 23.     (N)    093 16 48.     (W)     SCALED    
 BX2087* NAVD 88     -        79.63   (+/-2cm)     261.3    (feet)  VERTCON   
 BX2087  ___________________________________________________________________
 BX2087  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX2087
 BX2087  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2087
 BX2087.The horizontal coordinates were scaled from a topographic map and have
 BX2087.an estimated accuracy of +/- 6 seconds.
 BX2087
 BX2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2087.The vertical order pertains to the NGVD 29 superseded value.
 BX2087
 BX2087.The geoid height was determined by GEOID03.
 BX2087
 BX2087;                    North         East    Units  Estimated Accuracy
 BX2087;SPC LA N     -    74,890.      925,640.      MT  (+/- 180 meters Scaled)
 BX2087
 BX2087                          SUPERSEDED SURVEY CONTROL
 BX2087
 BX2087  NGVD 29 (??/??/??)   79.727  (m)          261.57   (f) ADJUSTED    2 1
 BX2087
 BX2087.Superseded values are not recommended for survey control.
 BX2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2087.See file dsdata.txt to determine how the superseded data were derived.
 BX2087
 BX2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ733488(NAD 83)
 BX2087_MARKER: DR = REFERENCE MARK DISK
 BX2087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2087_SP_SET: CONCRETE BLODK
 BX2087_STAMPING: APRIL NO. 1 1972
 BX2087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2087
 BX2087  HISTORY     - Date     Condition        Report By
 BX2087  HISTORY     - 1972     MONUMENTED       LADH
 BX2087  HISTORY     - 1975     GOOD             LADTD
 BX2087  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2087  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2087
 BX2087                          STATION DESCRIPTION
 BX2087
 BX2087'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2087'2.65 MI N FROM LEESVILLE.
 BX2087'LOCATED ABOUT 2.65 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2087'THE COURTHOUSE IN LEESVILLE.  1.15 MILES NORTH OF THE INTERSECTION OF
 BX2087'UNITED STATES HIGHWAY 171 AND LOUISIANA HIGHWAY 8.  0.45 MILES NORTH
 BX2087'OF B.M. APRIL AZIMUTH.  65 FEET SOUTH SOUTHEAST OF A TELEPHONE
 BX2087'JUNCTION BOX.  54 FEET NORTHEAST OF THE EAST RAIL ON THE KANSAS CITY
 BX2087'SOUTHERN RAILROAD.  48 FEET SOUTHWEST OF THE CENTER OF UNITED STATES
 BX2087'HIGHWAY 171.  23 FEET NORTH OF A TELEPHONE POLE.  SET IN THE TOP OF A
 BX2087'10 INCH CONCRETE BLOCK FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS
 BX2087'SET 1 FOOT NORTHEAST OF THE MARK.
 BX2087
 BX2087                          STATION RECOVERY (1994)
 BX2087
 BX2087'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2087'MARK NOT FOUND.
 BX2087
 BX2087                          STATION RECOVERY (2001)
 BX2087
 BX2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2087'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2085 ***********************************************************************
 BX2085  DESIGNATION -  APRIL RM 2
 BX2085  PID         -  BX2085
 BX2085  STATE/COUNTY-  LA/VERNON
 BX2085  USGS QUAD   -  LEESVILLE (1994)
 BX2085
 BX2085                         *CURRENT SURVEY CONTROL
 BX2085  ___________________________________________________________________
 BX2085* NAD 83(1986)-  31 10 22.     (N)    093 16 46.     (W)     SCALED    
 BX2085* NAVD 88     -        79.64   (+/-2cm)     261.3    (feet)  VERTCON   
 BX2085  ___________________________________________________________________
 BX2085  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2085
 BX2085  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2085
 BX2085.The horizontal coordinates were scaled from a topographic map and have
 BX2085.an estimated accuracy of +/- 6 seconds.
 BX2085
 BX2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2085.The vertical order pertains to the NGVD 29 superseded value.
 BX2085
 BX2085.The geoid height was determined by GEOID03.
 BX2085
 BX2085;                    North         East    Units  Estimated Accuracy
 BX2085;SPC LA N     -    74,860.      925,700.      MT  (+/- 180 meters Scaled)
 BX2085
 BX2085                          SUPERSEDED SURVEY CONTROL
 BX2085
 BX2085  NGVD 29 (??/??/??)   79.741  (m)          261.62   (f) ADJUSTED    2 1
 BX2085
 BX2085.Superseded values are not recommended for survey control.
 BX2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2085.See file dsdata.txt to determine how the superseded data were derived.
 BX2085
 BX2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ733487(NAD 83)
 BX2085_MARKER: DR = REFERENCE MARK DISK
 BX2085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2085_SP_SET: CONCRETE BLOCK
 BX2085_STAMPING: APRIL NO. 2 1972
 BX2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2085
 BX2085  HISTORY     - Date     Condition        Report By
 BX2085  HISTORY     - 1972     MONUMENTED       LADH
 BX2085  HISTORY     - 1975     GOOD             LADTD
 BX2085  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2085  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2085
 BX2085                          STATION DESCRIPTION
 BX2085
 BX2085'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2085'2.65 MI N FROM LEESVILLE.
 BX2085'LOCATED ABOUT 2.65 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2085'THE COURTHOUSE IN LEESVLLE.  1.15 MILES NORTH OF THE INTERSECTION OF
 BX2085'UNITED STATES HIGHWAY 171 AND LOUISIANA HIGHWAY 8.  0.45 MILES NORTH
 BX2085'OF B.M. APRIL AZIMUTH 1972.  53 FEET NORTHEAST OF THE EAST RAIL ON THE
 BX2085'KANSAS CITY SOUTHERN RAILROAD.  48 FEET SOUTHWEST OF THE CENTER OF
 BX2085'UNITED STATES HIGHWAY 171.  1.5 FEET NORTH OF A TELEPHONE POLE. SET IN
 BX2085'THE TOP OF A 10 INCH CONCRETE BLOCK FLUSH WITH THE GROUND.  A STEEL
 BX2085'WITNESS POST IS SET 1 FOOT NORTHEAST OF THE MARK.
 BX2085
 BX2085                          STATION RECOVERY (1994)
 BX2085
 BX2085'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2085'MARK NOT FOUND.
 BX2085
 BX2085                          STATION RECOVERY (2001)
 BX2085
 BX2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2085'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3278 ***********************************************************************
 BK3278  DESIGNATION -  APT BCN LAKE CHARLES MUN APT
 BK3278  PID         -  BK3278
 BK3278  STATE/COUNTY-  LA/CALCASIEU
 BK3278  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK3278
 BK3278                         *CURRENT SURVEY CONTROL
 BK3278  ___________________________________________________________________
 BK3278* NAD 83(1992)-  30 07 29.32363(N)    093 13 17.74923(W)     ADJUSTED  
 BK3278* NAVD 88     -                                                        
 BK3278  **This station is located in a subsidence area (see below).
 BK3278  ___________________________________________________________________
 BK3278  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BK3278  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK3278
 BK3278  HORZ ORDER  -  THIRD
 BK3278
 BK3278.This mark is at Lake Charles Regional Airport (LCH)
 BK3278
 BK3278.The horizontal coordinates were established by classical geodetic methods
 BK3278.and adjusted by the National Geodetic Survey in January 1993..
 BK3278.No horizontal observational check was made to the station.
 BK3278
 BK3278 ** The orthometric height has not been validated since last determined
 BK3278 ** by differential leveling and should not be used for control purposes.
 BK3278 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3278 ** area with valid NAVD 88 orthometric heights.
 BK3278 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3278 ** epoch indicated which incorporates improved geoid heights for the
 BK3278 ** Southern Louisiana Subsidence area.
 BK3278 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3278
 BK3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3278
 BK3278.The geoid height was determined by GEOID03.
 BK3278
 BK3278;                    North         East     Units Scale Factor Converg.
 BK3278;SPC LA S     -   181,600.365   818,058.204   MT  0.99992807   -0 56 39.0
 BK3278;SPC LA S     -   595,800.53  2,683,912.62   sFT  0.99992807   -0 56 39.0
 BK3278;UTM  15      - 3,332,636.395   478,654.250   MT  0.99960562   -0 06 40.4
 BK3278
 BK3278                          SUPERSEDED SURVEY CONTROL
 BK3278
 BK3278  NAD 83(1986)-  30 07 29.34534(N)    093 13 17.74144(W) AD(       ) 4
 BK3278
 BK3278.Superseded values are not recommended for survey control.
 BK3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3278.See file dsdata.txt to determine how the superseded data were derived.
 BK3278
 BK3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7865432636(NAD 83)
 BK3278_MARKER: 21 = AIRPORT BEACON
 BK3278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3278+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2002
 BK3278
 BK3278  HISTORY     - Date     Condition        Report By
 BK3278  HISTORY     - 1963     FIRST OBSERVED   LADTD
 BK3278  HISTORY     - 19910115 GOOD             NGS
 BK3278  HISTORY     - 19970208 GOOD             USPSQD
 BK3278  HISTORY     - 20021102 GOOD             USPSQD
 BK3278
 BK3278                          STATION DESCRIPTION
 BK3278
 BK3278'DESCRIBED BY LA TRANSP AND DEV 1963 (TLH)
 BK3278'THE STATION IS A GREEN AND WHITE ROTATING BECON LIGHT 29.5 METERS
 BK3278'(97 FT) ABOVE THE GROUND MOUNTED ON TOP OF THE CONTROL TOWER AT
 BK3278'THE LAKE CHARLES MUNICIPAL AIRPORT.
 BK3278
 BK3278                          STATION RECOVERY (1991)
 BK3278
 BK3278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (SWA)
 BK3278'THE STATION IS LOCATED AT THE LAKE CHARLES MUNI AIRPORT, AT THE CENTER
 BK3278'OF THE ROOF OF THE OCTOGONAL SHAPED CONTROL TOWER.  THE STATION IS AT
 BK3278'THE EXACT GEOMETRIC CENTER OF THE OCTOGONAL SHAPED ROOF.
 BK3278
 BK3278                          STATION RECOVERY (1997)
 BK3278
 BK3278'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3278'RECOVERED IN GOOD CONDITION.
 BK3278
 BK3278                          STATION RECOVERY (2002)
 BK3278
 BK3278'RECOVERY NOTE BY US POWER SQUADRON 2002 (AB)
 BK3278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2322 ***********************************************************************
 BJ2322  DESIGNATION -  AR 2 E CAP
 BJ2322  PID         -  BJ2322
 BJ2322  STATE/COUNTY-  LA/ST MARTIN
 BJ2322  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2322
 BJ2322                         *CURRENT SURVEY CONTROL
 BJ2322  ___________________________________________________________________
 BJ2322* NAD 83(1986)-  30 28 03.     (N)    091 44 27.     (W)     SCALED    
 BJ2322* NAVD 88     -         8.83   (+/-2cm)      29.0    (feet)  VERTCON   
 BJ2322  ___________________________________________________________________
 BJ2322  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2322
 BJ2322  VERT ORDER  -  ? (See Below)
 BJ2322
 BJ2322.The horizontal coordinates were scaled from a topographic map and have
 BJ2322.an estimated accuracy of +/- 6 seconds.
 BJ2322
 BJ2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2322.The vertical order pertains to the NGVD 29 superseded value.
 BJ2322
 BJ2322.The geoid height was determined by GEOID03.
 BJ2322
 BJ2322;                    North         East    Units  Estimated Accuracy
 BJ2322;SPC LA S     -   218,160.      960,870.      MT  (+/- 180 meters Scaled)
 BJ2322
 BJ2322                          SUPERSEDED SURVEY CONTROL
 BJ2322
 BJ2322  NGVD 29 (??/??/??)    8.847  (m)           29.03   (f) ADJUSTED    ?  
 BJ2322
 BJ2322.Superseded values are not recommended for survey control.
 BJ2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2322.See file dsdata.txt to determine how the superseded data were derived.
 BJ2322
 BJ2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP208712(NAD 83)
 BJ2322_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2322_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2322_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2322
 BJ2322  HISTORY     - Date     Condition        Report By
 BJ2322  HISTORY     - UNK      MONUMENTED       DOD
 BJ2322  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2322
 BJ2322                          STATION DESCRIPTION
 BJ2322
 BJ2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2322'5 MI SW FROM SHERBURNE.
 BJ2322'IN SAINT MARTIN PARISH, ABOUT 5 MILES SOUTH ALONG THE LEVEE FROM THE
 BJ2322'STORE AT SHERBURNE, POINTE COUPEE PARISH, ABOUT 1,000 FEET SOUTH OF
 BJ2322'LEVEE MILEPOST 50, 80 FEET LANDSIDE OF LEVEE STATION 2513+03, ON THE
 BJ2322'EAST BANK OF ATCHAFALAYA RIVER, IN SEC. 24, T. 7 S., R. 7 E., ABOUT
 BJ2322'400 FEET BELOW AN ANGLE IN THE LEVEE, AND ON THE BACK SLOPE OF A
 BJ2322'LANDSIDE DITCH OF A DIRT ROAD PARALLELING THE LEVEE.  AN IRON PIPE
 BJ2322'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5346 ***********************************************************************
 BJ5346  SACS        -  This is a Secondary Airport Control Station.
 BJ5346  DESIGNATION -  ARA A
 BJ5346  PID         -  BJ5346
 BJ5346  STATE/COUNTY-  LA/IBERIA
 BJ5346  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5346
 BJ5346                         *CURRENT SURVEY CONTROL
 BJ5346  ___________________________________________________________________
 BJ5346* NAD 83(1992)-  30 02 52.92494(N)    091 53 06.11592(W)     ADJUSTED  
 BJ5346* NAVD 88     -         7.13 **(meters)      23.4  **(feet)  GPS OBS   
 BJ5346  **This station is located in a subsidence area (see below).
 BJ5346  ___________________________________________________________________
 BJ5346  X           -    -181,758.729 (meters)                     COMP
 BJ5346  Y           -  -5,522,584.913 (meters)                     COMP
 BJ5346  Z           -   3,174,974.067 (meters)                     COMP
 BJ5346  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5346  ELLIP HEIGHT-         -19.87  (meters)          (05/24/02) GPS OBS
 BJ5346  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ5346
 BJ5346  HORZ ORDER  -  FIRST
 BJ5346  ELLP ORDER  -  FOURTH    CLASS I
 BJ5346
 BJ5346.This mark is at Acadiana Regional Airport (ARA)
 BJ5346
 BJ5346.The horizontal coordinates were established by GPS observations
 BJ5346.and adjusted by the National Geodetic Survey in January 2000..
 BJ5346
 BJ5346 ** The orthometric height has not been validated since last determined
 BJ5346 ** by differential leveling and should not be used for control purposes.
 BJ5346 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5346 ** area with valid NAVD 88 orthometric heights.
 BJ5346 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5346 ** epoch indicated which incorporates improved geoid heights for the
 BJ5346 ** Southern Louisiana Subsidence area.
 BJ5346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5346.The orthometric height was determined by GPS observations and a
 BJ5346.high-resolution geoid model.
 BJ5346
 BJ5346.GPS derived orthometric heights for airport stations designated as
 BJ5346.PACS or SACS are published to 2 decimal places.  This maintains
 BJ5346.centimeter relative accuracy between the PACS and SACS.  It does
 BJ5346.not indicate centimeter accuracy relative to other marks which are
 BJ5346.part of the NAVD 88 network.
 BJ5346
 BJ5346.Photographs are available for this station.
 BJ5346
 BJ5346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5346
 BJ5346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5346
 BJ5346.The ellipsoidal height was determined by GPS observations
 BJ5346.and is referenced to NAD 83.
 BJ5346
 BJ5346.The geoid height was determined by GEOID03.
 BJ5346
 BJ5346;                    North         East     Units Scale Factor Converg.
 BJ5346;SPC LA S     -   171,718.874   946,798.422   MT  0.99992608   -0 16 33.1
 BJ5346;SPC LA S     -   563,381.01  3,106,287.82   sFT  0.99992608   -0 16 33.1
 BJ5346;UTM  15      - 3,324,631.731   607,487.645   MT  0.99974254   +0 33 30.0
 BJ5346
 BJ5346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5346!SPC LA S     -   1.00000312  x   0.99992608  =   0.99992920
 BJ5346!UTM  15      -   1.00000312  x   0.99974254  =   0.99974566
 BJ5346
 BJ5346                          SUPERSEDED SURVEY CONTROL
 BJ5346
 BJ5346  ELLIP H (01/07/00)  -19.85   (m)                       GP(       ) 4 1
 BJ5346  NAD 83(1992)-  30 02 52.92543(N)    091 53 06.11391(W) AD(       ) 2
 BJ5346  NGVD 29 (05/31/93)    7.06   (m)           23.2    (f) LEVELING    3  
 BJ5346
 BJ5346.Superseded values are not recommended for survey control.
 BJ5346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5346.See file dsdata.txt to determine how the superseded data were derived.
 BJ5346
 BJ5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0748824632(NAD 83)
 BJ5346_MARKER: DD = SURVEY DISK
 BJ5346_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ5346_SP_SET: CONCRETE TURN AROUND/RAMP
 BJ5346_STAMPING: ARA A 1978
 BJ5346_MARK LOGO: NOS   
 BJ5346_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5346+STABILITY: SURFACE MOTION
 BJ5346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5346+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2000
 BJ5346
 BJ5346  HISTORY     - Date     Condition        Report By
 BJ5346  HISTORY     - 1978     MONUMENTED       NOS
 BJ5346  HISTORY     - 19880615 GOOD             NGS
 BJ5346  HISTORY     - 19921101 GOOD
 BJ5346  HISTORY     - 19990420 GOOD             NGS
 BJ5346  HISTORY     - 20001208 GOOD             NGS
 BJ5346
 BJ5346                          STATION DESCRIPTION
 BJ5346
 BJ5346'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 BJ5346'THE STATION IS LOCATED ON THE ACADIANA REGIONAL AIRPORT, NEAR THE 16
 BJ5346'RUNWAY END, WHICH IS APPROXIMATELY 3.5 MI (5.6 KM) NORTHWEST OF NEW
 BJ5346'IBERIA, LA.
 BJ5346'TO REACH THE STATION CONTACT THE CONTROL TOWER FROM PELICAN AVIATION
 BJ5346'TERMINAL FOR PERMISSION AND INSTRUCTION FOR ACCESSING THE CONTROLLED
 BJ5346'MOVEMENT AREAS OF THE AIRFIELD.
 BJ5346'THE STATION IS A STANDARD NOS SURVEY DISK STAMPED---ARA A 1978--- SET
 BJ5346'FLUSH IN A CONCRETE TURN OFF NEAR RUNWAY END 16. IT IS 197.3 FT
 BJ5346'(60.1 M) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY LEADING TO RUNWAY
 BJ5346'16, 73.7 FT (22.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE TURN
 BJ5346'OFF, 2.6 FT (0.8 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE TURN OFF,
 BJ5346'AND 1.4 FT (0.4 M) NORTHEAST OF THE CENTERLINE OF THE TURN OFF.
 BJ5346
 BJ5346                          STATION RECOVERY (1988)
 BJ5346
 BJ5346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BJ5346'STATION (ARA A1978) IS A STANDARD NOS SURVEY DISK STAMPED ARA A 1978,
 BJ5346'SET FLUSH IN A CONCRETE TURN-OFF NEAR RUNWAY END 16, AT THE ACADIANA
 BJ5346'REGIONAL AIRPORT.  THE MARK IS LOCATED 197.3 FT (60.1 M) SOUTH EAST OF
 BJ5346'THE CENTERLINE OF THE TAXIWAY LEADING TO RUNWAY END 16, 73.7 FT (22.5
 BJ5346'M) SOUTH WEST OF THE SOUTHEAST CORNER OF THE TURNOFF, 2.6 FT (0.8 M)
 BJ5346'NORTHWEST OF THE SOUTHEAST EDGE OF THE TURN-OFF, 1.4 FT (0.4 M)
 BJ5346'NORTHEAST OF THE CENTERLINE OF THE TURN-OFF.
 BJ5346
 BJ5346                          STATION RECOVERY (1992)
 BJ5346
 BJ5346'RECOVERED 1992
 BJ5346'RECOVERED IN GOOD CONDITION.
 BJ5346
 BJ5346                          STATION RECOVERY (1999)
 BJ5346
 BJ5346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ5346'THE STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHEAST OF LAFAYETTE,
 BJ5346'5 KM (3.10 MI) NORTHWEST OF NEW IBERIA AT THE ACADIANA REGIONAL
 BJ5346'AIRPORT, IN THE NORTH PART OF THE AIRFIELD, ADJACENT TO A WINDSOCK,
 BJ5346'NEAR THE CENTER OF SOUTH SIDE OF A TURN AROUND/RUNUP RAMP ALONG THE
 BJ5346'SOUTH SIDE OF THE CONNECTOR TAXI FOR RUNWAY END 16. OWNERSHIP--IBERIA
 BJ5346'PARISH AIRPORT AUTHORITY, ACADIANA REGIONAL AIRPORT, 5217 NORTH-SOUTH
 BJ5346'TAXI ROAD, NEW IBERIA, LA 70560.  AIRPORT DIRECTOR IS ROCK H.
 BJ5346'LASERRE, JR.  PHONE 318-365-7202.  FAX 318-365-7203.  CONTACT HIM IN
 BJ5346'ADVANCE FOR PERMISSION AND ACCESS TO OCCUPY THIS STATION.  TO REACH
 BJ5346'FROM THE T-JUNCTION OF U.S HIGHWAY 90 AND STATE HIGHWAY 88 ABOUT 6 KM
 BJ5346'(3.70 MI) NORTHWEST OF NEW IBERIA, GO EASTERLY ON HIGHWAY 88 FOR 5.64
 BJ5346'KM (3.50 MI) TO THE T-JUNCTION OF STATE HIGHWAY 182.  TURN RIGHT,
 BJ5346'SOUTH-SOUTHEAST ON THE HIGHWAY FOR 0.97 KM (0.60 MI) TO THE JUNCTION
 BJ5346'OF AIRPORT BOULEVARD ON THE RIGHT. TURN RIGHT, SOUTHWEST, ON THE ROAD
 BJ5346'FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF INDUSTRIAL BOULEVARD.  TURN
 BJ5346'LEFT, SOUTH, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A PAVED TAXI ON THE
 BJ5346'RIGHT.  TURN RIGHT, NORTHWEST, ALONG THE TAXI FOR 0.1 KM (0.05 MI) TO
 BJ5346'A PAVED TAXI ON THE LEFT.  TURN LEFT, SOUTHWEST, ALONG THE TAXI FOR
 BJ5346'0.22 KM (0.15 MI) TO THE JUNCTION OF THE PARALLEL TAXI FOR THE RUNWAY
 BJ5346'(TAXI A) ON THE LEFT AND THE CONNECTOR TAXI TO RUNWAY END 16 ON THE
 BJ5346'RIGHT.  TURN RIGHT, WEST-SOUTHWEST, ALONG THE CONNECTOR TAXI FOR 0.08
 BJ5346'KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET FLUSH IN
 BJ5346'THE TOP OF A CONCRETE PAD FOR THE RUNUP RAMP.  IT IS 103.8 M (340.6
 BJ5346'FT) NORTHWEST OF THE WINDSOCK POLE, 60.3 M (197.8 FT) SOUTH-SOUTHEAST
 BJ5346'OF THE TAXI CENTER, WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 BJ5346'RAMP, 0.5 M (1.6 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE RAMP, AND
 BJ5346'0.5 M (1.6 FT) NORTHEAST OF THE NORTH-SOUTH CENTER OF THE RAMP.
 BJ5346'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 BJ5346
 BJ5346                          STATION RECOVERY (2000)
 BJ5346
 BJ5346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KLF)
 BJ5346'RECOVERED AS DESCRIBED.
 BJ5346'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5347 ***********************************************************************
 BJ5347  SACS        -  This is a Secondary Airport Control Station.
 BJ5347  DESIGNATION -  ARA B
 BJ5347  PID         -  BJ5347
 BJ5347  STATE/COUNTY-  LA/IBERIA
 BJ5347  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5347
 BJ5347                         *CURRENT SURVEY CONTROL
 BJ5347  ___________________________________________________________________
 BJ5347* NAD 83(1992)-  30 01 40.86105(N)    091 52 47.80454(W)     ADJUSTED  
 BJ5347* NAVD 88     -         5.31 **(meters)      17.4  **(feet)  GPS OBS   
 BJ5347  **This station is located in a subsidence area (see below).
 BJ5347  ___________________________________________________________________
 BJ5347  X           -    -181,304.844 (meters)                     COMP
 BJ5347  Y           -  -5,523,709.666 (meters)                     COMP
 BJ5347  Z           -   3,173,052.179 (meters)                     COMP
 BJ5347  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5347  ELLIP HEIGHT-         -21.66  (meters)          (05/24/02) GPS OBS
 BJ5347  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ5347
 BJ5347  HORZ ORDER  -  FIRST
 BJ5347  ELLP ORDER  -  FOURTH    CLASS I
 BJ5347
 BJ5347.This mark is at Acadiana Regional Airport (ARA)
 BJ5347
 BJ5347.The horizontal coordinates were established by GPS observations
 BJ5347.and adjusted by the National Geodetic Survey in January 2000..
 BJ5347
 BJ5347 ** The orthometric height has not been validated since last determined
 BJ5347 ** by differential leveling and should not be used for control purposes.
 BJ5347 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5347 ** area with valid NAVD 88 orthometric heights.
 BJ5347 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5347 ** epoch indicated which incorporates improved geoid heights for the
 BJ5347 ** Southern Louisiana Subsidence area.
 BJ5347 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5347.The orthometric height was determined by GPS observations and a
 BJ5347.high-resolution geoid model.
 BJ5347
 BJ5347.GPS derived orthometric heights for airport stations designated as
 BJ5347.PACS or SACS are published to 2 decimal places.  This maintains
 BJ5347.centimeter relative accuracy between the PACS and SACS.  It does
 BJ5347.not indicate centimeter accuracy relative to other marks which are
 BJ5347.part of the NAVD 88 network.
 BJ5347
 BJ5347.Photographs are available for this station.
 BJ5347
 BJ5347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5347
 BJ5347.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5347
 BJ5347.The ellipsoidal height was determined by GPS observations
 BJ5347.and is referenced to NAD 83.
 BJ5347
 BJ5347.The geoid height was determined by GEOID03.
 BJ5347
 BJ5347;                    North         East     Units Scale Factor Converg.
 BJ5347;SPC LA S     -   169,497.684   947,278.336   MT  0.99992586   -0 16 23.9
 BJ5347;SPC LA S     -   556,093.65  3,107,862.34   sFT  0.99992586   -0 16 23.9
 BJ5347;UTM  15      - 3,322,418.166   607,999.747   MT  0.99974390   +0 33 38.0
 BJ5347
 BJ5347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5347!SPC LA S     -   1.00000340  x   0.99992586  =   0.99992926
 BJ5347!UTM  15      -   1.00000340  x   0.99974390  =   0.99974730
 BJ5347
 BJ5347                          SUPERSEDED SURVEY CONTROL
 BJ5347
 BJ5347  ELLIP H (01/07/00)  -21.64   (m)                       GP(       ) 4 1
 BJ5347  NAD 83(1992)-  30 01 40.86143(N)    091 52 47.80300(W) AD(       ) 2
 BJ5347  NGVD 29 (05/31/93)    5.20   (m)           17.1    (f) LEVELING    3  
 BJ5347
 BJ5347.Superseded values are not recommended for survey control.
 BJ5347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5347.See file dsdata.txt to determine how the superseded data were derived.
 BJ5347
 BJ5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0800022418(NAD 83)
 BJ5347_MARKER: DD = SURVEY DISK
 BJ5347_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ5347_SP_SET: CONCRETE TURN AROUND
 BJ5347_STAMPING: ARA B 1978
 BJ5347_MARK LOGO: NOS   
 BJ5347_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5347+STABILITY: SURFACE MOTION
 BJ5347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5347+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2000
 BJ5347
 BJ5347  HISTORY     - Date     Condition        Report By
 BJ5347  HISTORY     - 1978     MONUMENTED       NOS
 BJ5347  HISTORY     - 19880615 GOOD             NGS
 BJ5347  HISTORY     - 19921101 GOOD
 BJ5347  HISTORY     - 19990420 GOOD             NGS
 BJ5347  HISTORY     - 20001208 GOOD             NGS
 BJ5347
 BJ5347                          STATION DESCRIPTION
 BJ5347
 BJ5347'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 BJ5347'THE STATION IS LOCATED ON THE ACADIANA REGIONAL AIRPORT, NEAR THE 34
 BJ5347'RUNWAY END, WHICH IS APPROXIMATELY 3.5 MI (5.6 KM) NORTHWEST OF NEW
 BJ5347'IBERIA, LA.
 BJ5347'TO REACH THE STATION CONTACT THE CONTROL TOWER FROM PELICAN AVIATION
 BJ5347'TERMINAL FOR PERMISSION AND INSTRUCTION FOR ACCESSING THE CONTROLLED
 BJ5347'MOVEMENT AREAS OF THE AIRFIELD.
 BJ5347'THE STATION IS A STANDARD NOS SURVEY DISK STAMPED---ARA B 1978--- SET
 BJ5347'FLUSH IN A CONCRETE TURN OFF NEAR RUNWAY END 34. IT IS 198.2 FT
 BJ5347'(60.4 M) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY LEADING TO RUNWAY
 BJ5347'34, 87.6 FT (26.7 M) NORTHEAST OF THE SOUTHWAST CORNER OF THE TURN
 BJ5347'OFF, 1.8 FT (0.5 M) SOUTHWEST OF THE NORTHWEST EDGE OF THE TURN OFF,
 BJ5347'AND 1.8 FT (0.5 M) SOUTHWEST OF THE CENTERLINE OF THE TURN OFF.
 BJ5347
 BJ5347                          STATION RECOVERY (1988)
 BJ5347
 BJ5347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BJ5347'STATION (ARA B 1978) IS A STANDARD NOS SURVEY DISK STAMPED ARA B 1978,
 BJ5347'SET FLUSH IN A CONCRETE TURN-OFF NEAR RUNWAY END 34, AT THE ACADIANA
 BJ5347'REGIONAL AIRPORT.  THE MARK IS LOCATED 198.2 FT (60.4 M) NORTHWEST OF
 BJ5347'THE CENTER LINE OF THE TAXIWAY TO RUNWAY END 34, 87.6 FT (26.7 M)
 BJ5347'NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE TURN-OFF, 1.8 FT
 BJ5347'(0.5 M) SOUTHEAST OF THE NORTHWEST EDGE OF THE TURN-OFF, 1.8 FT (0.5
 BJ5347'M) SOUTHWEST OF THE CENTERLINE OF THE TURN-OFF.
 BJ5347
 BJ5347                          STATION RECOVERY (1992)
 BJ5347
 BJ5347'RECOVERED 1992
 BJ5347'RECOVERED IN GOOD CONDITION.
 BJ5347
 BJ5347                          STATION RECOVERY (1999)
 BJ5347
 BJ5347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ5347'THE STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHEAST OF LAFAYETTE,
 BJ5347'5 KM (3.10 MI) NORTHWEST OF NEW IBERIA AT THE ACADIANA REGIONAL
 BJ5347'AIRPORT, IN THE SOUTH PART OF THE AIRFIELD, ADJACENT TO A WINDSOCK,
 BJ5347'NEAR THE CENTER OF NORTH SIDE OF A TURN AROUND/RUNUP RAMP ALONG THE
 BJ5347'NORTH SIDE OF THE CONNECTOR TAXI FOR RUNWAY END 34. OWNERSHIP--IBERIA
 BJ5347'PARISH AIRPORT AUTHORITY, ACADIANA REGIONAL AIRPORT, 5217 NORTH-SOUTH
 BJ5347'TAXI ROAD, NEW IBERIA, LA 70560.  AIRPORT DIRECTOR IS ROCK H.
 BJ5347'LASERRE, JR.  PHONE 318-365-7202.  FAX 318-365-7203.  CONTACT HIM IN
 BJ5347'ADVANCE FOR PERMISSION AND ACCESS TO OCCUPY THIS STATION.  TO REACH
 BJ5347'FROM THE T-JUNCTION OF U.S HIGHWAY 90 AND STATE HIGHWAY 88 ABOUT 6 KM
 BJ5347'(3.70 MI) NORTHWEST OF NEW IBERIA, GO EASTERLY ON HIGHWAY 88 FOR 5.64
 BJ5347'KM (3.50 MI) TO THE T-JUNCTION OF STATE HIGHWAY 182.  TURN RIGHT,
 BJ5347'SOUTH-SOUTHEAST ON THE HIGHWAY FOR 0.97 KM (0.60 MI) TO THE JUNCTION
 BJ5347'OF AIRPORT BOULEVARD ON THE RIGHT. TURN RIGHT, SOUTHWEST, ON THE ROAD
 BJ5347'FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF INDUSTRIAL BOULEVARD.  TURN
 BJ5347'LEFT, SOUTH, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A PAVED TAXI ON THE
 BJ5347'RIGHT.  TURN RIGHT, NORTHWEST, ALONG THE TAXI FOR 0.1 KM (0.05 MI) TO
 BJ5347'A PAVED TAXI ON THE LEFT.  TURN LEFT, SOUTHWEST, ALONG THE TAXI FOR
 BJ5347'0.22 KM (0.15 MI) TO THE JUNCTION OF THE PARALLEL TAXI FOR THE RUNWAY
 BJ5347'(TAXI A) ON THE LEFT AND THE CONNECTOR TAXI TO RUNWAY END 16 ON THE
 BJ5347'RIGHT.  TURN LEFT, SOUTH-SOUTHEAST, ALONG THE TAXI FOR 1.85 KM (1.15
 BJ5347'MI) TO THE JUNCTION OF THE CONNECTOR TAXI TO RUNWAY END 34 ON THE
 BJ5347'RIGHT.  TURN RIGHT, WEST-SOUTHWEST, ALONG THE TAXI FOR 0.08 KM (0.05
 BJ5347'MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET FLUSH IN THE TOP
 BJ5347'OF A CONCRETE PAD FOR THE RUNUP RAMP.  IT IS 35.9 M (117.8 FT)
 BJ5347'SOUTH-SOUTHEAST OF THE CENTER OF A STEEL DRAIN, 60.5 M (198.5 FT)
 BJ5347'NORTH-NORTHWEST OF THE TAXI CENTER, 22.3 M (73.2 FT) EAST-NORTHEAST OF
 BJ5347'THE NORTHWEST CORNER OF THE RAMP, 0.5 M (1.6 FT) SOUTHEAST OF THE
 BJ5347'NORTHWEST EDGE OF THE RAMP, AND 0.5 M (1.6 FT) SOUTHWEST OF THE
 BJ5347'NORTH-SOUTH CENTER OF THE RAMP.  NOTE--THIS IS A SECONDARY AIRPORT
 BJ5347'CONTROL STATION (SACS) .
 BJ5347
 BJ5347                          STATION RECOVERY (2000)
 BJ5347
 BJ5347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KLF)
 BJ5347'RECVOVERED AS DESCRIBED.
 BJ5347'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5348 ***********************************************************************
 BJ5348  DESIGNATION -  ARA C
 BJ5348  PID         -  BJ5348
 BJ5348  STATE/COUNTY-  LA/IBERIA
 BJ5348  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5348
 BJ5348                         *CURRENT SURVEY CONTROL
 BJ5348  ___________________________________________________________________
 BJ5348* NAD 83(1992)-  30 01 53.75436(N)    091 52 41.50122(W)     ADJUSTED  
 BJ5348* NAVD 88     -         6.9  **(meters)      23.   **(feet)  VERTCON   
 BJ5348  **This station is located in a subsidence area (see below).
 BJ5348  ___________________________________________________________________
 BJ5348  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5348  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ5348
 BJ5348  HORZ ORDER  -  SECOND
 BJ5348
 BJ5348.This mark is at Acadiana Regional Airport (ARA)
 BJ5348
 BJ5348.The horizontal coordinates were established by classical geodetic methods
 BJ5348.and adjusted by the National Geodetic Survey in May 1993..
 BJ5348
 BJ5348 ** The orthometric height has not been validated since last determined
 BJ5348 ** by differential leveling and should not be used for control purposes.
 BJ5348 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5348 ** area with valid NAVD 88 orthometric heights.
 BJ5348 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5348 ** epoch indicated which incorporates improved geoid heights for the
 BJ5348 ** Southern Louisiana Subsidence area.
 BJ5348 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5348
 BJ5348.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5348
 BJ5348.The geoid height was determined by GEOID03.
 BJ5348
 BJ5348;                    North         East     Units Scale Factor Converg.
 BJ5348;SPC LA S     -   169,893.863   947,449.101   MT  0.99992589   -0 16 20.8
 BJ5348;SPC LA S     -   557,393.45  3,108,422.59   sFT  0.99992589   -0 16 20.8
 BJ5348;UTM  15      - 3,322,816.716   608,164.698   MT  0.99974434   +0 33 41.4
 BJ5348
 BJ5348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5348!SPC LA S     -   1.00000315  x   0.99992589  =   0.99992904
 BJ5348!UTM  15      -   1.00000315  x   0.99974434  =   0.99974749
 BJ5348
 BJ5348                          SUPERSEDED SURVEY CONTROL
 BJ5348
 BJ5348  NGVD 29 (05/31/93)    6.9    (m)           23.     (f) GPS OBS        
 BJ5348
 BJ5348.Superseded values are not recommended for survey control.
 BJ5348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5348.See file dsdata.txt to determine how the superseded data were derived.
 BJ5348
 BJ5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0816522817(NAD 83)
 BJ5348_MARKER: A = ALUMINUM MARKER
 BJ5348_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ5348_SP_SET: CONCRETE RAMP
 BJ5348_STAMPING: ARA C 1992
 BJ5348_MARK LOGO: NOS   
 BJ5348_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ5348+STABILITY: POSITION/ELEVATION WELL
 BJ5348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5348+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BJ5348
 BJ5348  HISTORY     - Date     Condition        Report By
 BJ5348  HISTORY     - 1992     MONUMENTED       NOS
 BJ5348
 BJ5348                          STATION DESCRIPTION
 BJ5348
 BJ5348'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 BJ5348'THE STATION IS LOCATED ON THE ACADIANA REGIONAL AIRPORT, ON THE
 BJ5348'RAMP/TIE DOWN AREA, WHICH IS APPROXIMATELY 3.5 MI (5.6 KM) NORTHWEST
 BJ5348'OF NEW IBERIA, LA.
 BJ5348'TO REACH THE STATION CONTACT THE CONTROL TOWER FROM PELICAN AVIATION
 BJ5348'TERMINAL FOR PERMISSION AND INSTRUCTION FOR ACCESSING THE CONTROLLED
 BJ5348'MOVEMENT AREAS OF THE AIRFIELD.
 BJ5348'THE STATION IS A STANDARD NOS BRONZE DISK STAMPED---ARA C 1992--- SET
 BJ5348'FLUSH IN A DRILL HOLE IN THE CONCRETE TIE DOWN AREA. THE STATION IS
 BJ5348'WEST OF PELICAN AVIATION BUILDING AND JUST NORTH OF THE SECOND TO THE
 BJ5348'LAST TIE DOWN ON THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5349 ***********************************************************************
 BJ5349  DESIGNATION -  ARA D
 BJ5349  PID         -  BJ5349
 BJ5349  STATE/COUNTY-  LA/IBERIA
 BJ5349  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5349
 BJ5349                         *CURRENT SURVEY CONTROL
 BJ5349  ___________________________________________________________________
 BJ5349* NAD 83(1992)-  30 01 54.88969(N)    091 52 45.03735(W)     ADJUSTED  
 BJ5349* NAVD 88     -         6.4  **(meters)      21.   **(feet)  VERTCON   
 BJ5349  **This station is located in a subsidence area (see below).
 BJ5349  ___________________________________________________________________
 BJ5349  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5349  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ5349
 BJ5349  HORZ ORDER  -  SECOND
 BJ5349
 BJ5349.This mark is at Acadiana Regional Airport (ARA)
 BJ5349
 BJ5349.The horizontal coordinates were established by classical geodetic methods
 BJ5349.and adjusted by the National Geodetic Survey in May 1993..
 BJ5349
 BJ5349 ** The orthometric height has not been validated since last determined
 BJ5349 ** by differential leveling and should not be used for control purposes.
 BJ5349 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5349 ** area with valid NAVD 88 orthometric heights.
 BJ5349 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5349 ** epoch indicated which incorporates improved geoid heights for the
 BJ5349 ** Southern Louisiana Subsidence area.
 BJ5349 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5349
 BJ5349.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5349
 BJ5349.The geoid height was determined by GEOID03.
 BJ5349
 BJ5349;                    North         East     Units Scale Factor Converg.
 BJ5349;SPC LA S     -   169,929.270   947,354.532   MT  0.99992589   -0 16 22.5
 BJ5349;SPC LA S     -   557,509.61  3,108,112.33   sFT  0.99992589   -0 16 22.5
 BJ5349;UTM  15      - 3,322,850.737   608,069.641   MT  0.99974409   +0 33 39.6
 BJ5349
 BJ5349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5349!SPC LA S     -   1.00000322  x   0.99992589  =   0.99992911
 BJ5349!UTM  15      -   1.00000322  x   0.99974409  =   0.99974731
 BJ5349
 BJ5349                          SUPERSEDED SURVEY CONTROL
 BJ5349
 BJ5349  NGVD 29 (05/31/93)    6.5    (m)           21.     (f) GPS OBS        
 BJ5349
 BJ5349.Superseded values are not recommended for survey control.
 BJ5349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5349.See file dsdata.txt to determine how the superseded data were derived.
 BJ5349
 BJ5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0807022851(NAD 83)
 BJ5349_MARKER: A = ALUMINUM MARKER
 BJ5349_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BJ5349_SP_SET: SURROUNDED BY MASS OF CONCRETE
 BJ5349_STAMPING: ARA D 1992
 BJ5349_MARK LOGO: NOS   
 BJ5349_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BJ5349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ5349+STABILITY: POSITION/ELEVATION WELL
 BJ5349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5349+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BJ5349
 BJ5349  HISTORY     - Date     Condition        Report By
 BJ5349  HISTORY     - 1992     MONUMENTED       NOS
 BJ5349
 BJ5349                          STATION DESCRIPTION
 BJ5349
 BJ5349'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 BJ5349'THE STATION IS LOCATED ON THE ACADIANA REGIONAL AIRPORT,JUST WEST OF
 BJ5349'THE RAMP/TIE DOWN AREA, WHICH IS APPROXIMATELY 3.5 MI (5.6 KM)
 BJ5349'NORTHWEST OF NEW IBERIA, LA.
 BJ5349'TO REACH THE STATION CONTACT THE CONTROL TOWER FROM PELICAN AVIATION
 BJ5349'TERMINAL FOR PERMISSION AND INSTRUCTION FOR ACCESSING THE CONTROLLED
 BJ5349'MOVEMENT AREAS OF THE AIRFIELD.
 BJ5349'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---ARA D 1992---
 BJ5349'SET FLUSH SURROUNDED BY A MASS OF CONCRETE WHICH IS FLUSH WITH THE
 BJ5349'GROUND.  IT IS ABOUT MIDWAY BETWEEN THE NORTH AND SOUTH TAXIWAY RAMP,
 BJ5349'5.64 M (18.50 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 BJ5349'SLAB FOR THE 34-16 SIGN OFF OF THE WEST SIDE OF THE APRON, AND 0.93 M
 BJ5349'(3.05 FT) WEST OF THE EDGE OF THE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3104 ***********************************************************************
 AI3104  PACS        -  This is a Primary Airport Control Station.
 AI3104  DESIGNATION -  ARA E
 AI3104  PID         -  AI3104
 AI3104  STATE/COUNTY-  LA/IBERIA
 AI3104  USGS QUAD   -  YOUNGSVILLE (1983)
 AI3104
 AI3104                         *CURRENT SURVEY CONTROL
 AI3104  ___________________________________________________________________
 AI3104* NAD 83(1992)-  30 02 11.16155(N)    091 52 53.92477(W)     ADJUSTED  
 AI3104* NAVD 88     -         5.56 **(meters)      18.2  **(feet)  GPS OBS   
 AI3104  **This station is located in a subsidence area (see below).
 AI3104  ___________________________________________________________________
 AI3104  X           -    -181,453.416 (meters)                     COMP
 AI3104  Y           -  -5,523,237.785 (meters)                     COMP
 AI3104  Z           -   3,173,860.065 (meters)                     COMP
 AI3104  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AI3104  ELLIP HEIGHT-         -21.41  (meters)          (03/19/02) GPS OBS
 AI3104  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AI3104
 AI3104  HORZ ORDER  -  B
 AI3104  ELLP ORDER  -  FIRST     CLASS I
 AI3104
 AI3104.This mark is at Acadiana Regional Airport (ARA)
 AI3104
 AI3104.The horizontal coordinates were established by GPS observations
 AI3104.and adjusted by the National Geodetic Survey in January 2000..
 AI3104
 AI3104 ** The orthometric height has not been validated since last determined
 AI3104 ** by differential leveling and should not be used for control purposes.
 AI3104 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI3104 ** area with valid NAVD 88 orthometric heights.
 AI3104 ** The geoid height was determined by a new realization of GEOID03 for the
 AI3104 ** epoch indicated which incorporates improved geoid heights for the
 AI3104 ** Southern Louisiana Subsidence area.
 AI3104 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI3104.The orthometric height was determined by GPS observations and a
 AI3104.high-resolution geoid model.
 AI3104
 AI3104.GPS derived orthometric heights for airport stations designated as
 AI3104.PACS or SACS are published to 2 decimal places.  This maintains
 AI3104.centimeter relative accuracy between the PACS and SACS.  It does
 AI3104.not indicate centimeter accuracy relative to other marks which are
 AI3104.part of the NAVD 88 network.
 AI3104
 AI3104.Photographs are available for this station.
 AI3104
 AI3104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3104
 AI3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3104
 AI3104.The ellipsoidal height was determined by GPS observations
 AI3104.and is referenced to NAD 83.
 AI3104
 AI3104.The geoid height was determined by GEOID03.
 AI3104
 AI3104;                    North         East     Units Scale Factor Converg.
 AI3104;SPC LA S     -   170,431.416   947,118.827   MT  0.99992594   -0 16 27.0
 AI3104;SPC LA S     -   559,157.07  3,107,339.02   sFT  0.99992594   -0 16 27.0
 AI3104;UTM  15      - 3,323,349.308   607,826.697   MT  0.99974344   +0 33 35.4
 AI3104
 AI3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3104!SPC LA S     -   1.00000336  x   0.99992594  =   0.99992930
 AI3104!UTM  15      -   1.00000336  x   0.99974344  =   0.99974680
 AI3104
 AI3104                          SUPERSEDED SURVEY CONTROL
 AI3104
 AI3104  ELLIP H (01/07/00)  -21.39   (m)                       GP(       ) 1 1
 AI3104
 AI3104.Superseded values are not recommended for survey control.
 AI3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3104.See file dsdata.txt to determine how the superseded data were derived.
 AI3104
 AI3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0782723349(NAD 83)
 AI3104_MARKER: I = METAL ROD
 AI3104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3104_STAMPING: ARA E 1999
 AI3104_MARK LOGO: NGS   
 AI3104_PROJECTION: RECESSED 3 CENTIMETERS
 AI3104_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3104+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 AI3104_ROD/PIPE-DEPTH: 10.8 meters
 AI3104_SLEEVE-DEPTH  : 0.90 meters
 AI3104
 AI3104  HISTORY     - Date     Condition        Report By
 AI3104  HISTORY     - 1999     MONUMENTED       NGS
 AI3104  HISTORY     - 20001208 GOOD             NGS
 AI3104  HISTORY     - 20050817 GOOD             JCLS
 AI3104
 AI3104                          STATION DESCRIPTION
 AI3104
 AI3104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI3104'THE STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHEAST OF LAFAYETTE,
 AI3104'5 KM (3.10 MI) NORTHWEST OF NEW IBERIA AT THE ACADIANA REGIONAL
 AI3104'AIRPORT, NEAR MIDFIELD BETWEEN PAVED RUNWAY 16-34 AND ITS PARALLEL, ON
 AI3104'THE EXTENDED CENTER OF THE NORTH-SOUTH PORTION OF A SERVICE ROAD IN
 AI3104'THE MEDIAN, AND ADJACENT TO A CURVE IN THE ROAD LEADING TO THE RUNWAY.
 AI3104'OWNERSHIP--IBERIA PARISH AIRPORT AUTHORITY, ACADIANA REGIONAL AIRPORT,
 AI3104'5217 NORTH-SOUTH TAXI ROAD, NEW IBERIA, LA 70560. AIRPORT DIRECTOR IS
 AI3104'ROCK H.  LASERRE, JR.  PHONE 318-365-7202.  FAX 318-365-7203.  CONTACT
 AI3104'HIM IN ADVANCE FOR PERMISSION AND ACCESS TO OCCUPY THIS STATION.  TO
 AI3104'REACH FROM THE T-JUNCTION OF U.S HIGHWAY 90 AND STATE HIGHWAY 88 ABOUT
 AI3104'6 KM (3.70 MI) NORTHWEST OF NEW IBERIA, GO EASTERLY ON HIGHWAY 88 FOR
 AI3104'5.64 KM (3.50 MI) TO THE T-JUNCTION OF STATE HIGHWAY 182.  TURN RIGHT,
 AI3104'SOUTH-SOUTHEAST ON THE HIGHWAY FOR 0.97 KM (0.60 MI) TO THE JUNCTION
 AI3104'OF AIRPORT BOULEVARD ON THE RIGHT. TURN RIGHT, SOUTHWEST, ON THE ROAD
 AI3104'FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF INDUSTRIAL BOULEVARD.  TURN
 AI3104'LEFT, SOUTH, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A PAVED TAXI ON THE
 AI3104'RIGHT.  TURN RIGHT, NORTHWEST, ALONG THE TAXI FOR 0.1 KM (0.05 MI) TO
 AI3104'A PAVED TAXI ON THE LEFT.  TURN LEFT, SOUTHWEST, ALONG THE TAXI FOR
 AI3104'0.22 KM (0.15 MI) TO THE JUNCTION OF THE PARALLEL TAXI FOR THE RUNWAY
 AI3104'(TAXI A) ON THE LEFT AND THE CONNECTOR TAXI TO RUNWAY END 16 ON THE
 AI3104'RIGHT.  TURN LEFT, SOUTH-SOUTHEAST, ALONG THE TAXI FOR 1.77 KM (1.10
 AI3104'MI) TO THE JUNCTION OF CONNECTOR TAXI B ON THE RIGHT.  TURN RIGHT,
 AI3104'WEST-SOUTHWEST, ALONG THE TAXI FOR 0.32 KM (0.20 MI) TO THE RUNWAY
 AI3104'JUNCTION.  TURN RIGHT, NORTH-NORTHWEST, ALONG THE RUNWAY FOR 0.19 KM
 AI3104'(0.10 MI) TO A CONCRETE SERVICE ROAD ON THE RIGHT.  TURN RIGHT,
 AI3104'EAST-NORTHEAST, THEN NORTH-NORTHWEST, ON THE ROAD FOR 0.24 KM (0.15
 AI3104'MI) TO A CURVE IN THE ROAD TO THE LEFT AND THE STATION AHEAD.  THE
 AI3104'STATION IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 AI3104'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 AI3104'A LOGO CAP SURROUNDED BY CONCRETE RECESSED 3 CM BELOW THE GROUND.  IT
 AI3104'IS 67.8 M (222.4 FT) NORTHEAST OF THE CENTER OF A STEEL DRAIN LOCATED
 AI3104'IN THE CENTER OF THE ISLAND CREATED BY THE SERVICE ROAD AND RUNWAY,
 AI3104'60.7 M (199.1 FT) NORTHWEST OF THE 8TH TAXI LIGHT NORTH-NORTHWEST OF
 AI3104'THE NORTH 1 OF 2 CONNECTOR TAXIS FROM THE APRON TO TAXI A, 37.6 M
 AI3104'(123.4 FT) SOUTHWEST OF THE 9TH TAXI LIGHT, 48.8 M (160.1 FT)
 AI3104'WEST-SOUTHWEST OF THE TAXI CENTER, AND 8.7 M (28.5 FT) NORTHEAST OF
 AI3104'THE CENTER OF THE CURVE IN THE SERVICE ROAD.  THE ROD WAS ANCHORED AT
 AI3104'A DEPTH OF 10.8 M. (35.4 FT) NOTE--THIS IS THE PRIMARY AIRPORT CONTROL
 AI3104'STATION (PACS) .
 AI3104
 AI3104                          STATION RECOVERY (2000)
 AI3104
 AI3104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KLF)
 AI3104'RECOVERED AS DESCRIBED.
 AI3104'
 AI3104
 AI3104                          STATION RECOVERY (2005)
 AI3104
 AI3104'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AI3104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2700 ***********************************************************************
 AU2700  DESIGNATION -  ARABI WATER TANK
 AU2700  PID         -  AU2700
 AU2700  STATE/COUNTY-  LA/ST BERNARD
 AU2700  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2700
 AU2700                         *CURRENT SURVEY CONTROL
 AU2700  ___________________________________________________________________
 AU2700* NAD 83(1992)-  29 57 33.64264(N)    090 00 12.04909(W)     ADJUSTED  
 AU2700* NAVD 88     -                                                        
 AU2700  **This station is located in a subsidence area (see below).
 AU2700  ___________________________________________________________________
 AU2700  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2700  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AU2700
 AU2700  HORZ ORDER  -  THIRD
 AU2700
 AU2700.The horizontal coordinates were established by classical geodetic methods
 AU2700.and adjusted by the National Geodetic Survey in January 1993..
 AU2700
 AU2700 ** The orthometric height has not been validated since last determined
 AU2700 ** by differential leveling and should not be used for control purposes.
 AU2700 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2700 ** area with valid NAVD 88 orthometric heights.
 AU2700 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2700 ** epoch indicated which incorporates improved geoid heights for the
 AU2700 ** Southern Louisiana Subsidence area.
 AU2700 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2700
 AU2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2700
 AU2700.The geoid height was determined by GEOID03.
 AU2700
 AU2700;                    North         East     Units Scale Factor Converg.
 AU2700;SPC LA S     -   162,505.026 1,128,365.329   MT  0.99992601   +0 39 54.0
 AU2700;SPC LA S     -   533,151.91  3,701,978.58   sFT  0.99992601   +0 39 54.0
 AU2700;UTM  15      - 3,318,059.467   789,204.546   MT  1.00063206   +1 29 51.1
 AU2700;UTM  16      - 3,318,076.383   210,149.129   MT  1.00063668   -1 30 03.2
 AU2700
 AU2700                          SUPERSEDED SURVEY CONTROL
 AU2700
 AU2700  NAD 83(1986)-  29 57 33.65617(N)    090 00 12.04775(W) AD(       ) 4
 AU2700  NAD 27      -  29 57 32.92419(N)    090 00 11.79503(W) AD(       ) 3
 AU2700
 AU2700.Superseded values are not recommended for survey control.
 AU2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2700.See file dsdata.txt to determine how the superseded data were derived.
 AU2700
 AU2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8920518059(NAD 83)
 AU2700_MARKER: 53 = ELEVATED TANK
 AU2700
 AU2700  HISTORY     - Date     Condition        Report By
 AU2700  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2700
 AU2700                          STATION DESCRIPTION
 AU2700
 AU2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2700'THE ARABI WATER TANK IS LOCATED 0.35 MILE SOUTHWEST OF STATE HIGHWAY
 AU2700'39, AT THE INTERSECTION OF URQUHART STREET AND MEHLES AVENUE.
 AU2700'
 AU2700'IT IS A STEEL TANK, SILVER IN COLOR, WITH A RED LIGHT ON THE TOP, AND
 AU2700'SUPPORTED BY 12 TUBULAR LEGS.  IT IS 150 FEET IN HEIGHT.
 AU2700'
 AU2700'THE POINT INTERSECTED IS THE LIGHT AT THE TOP AND APPROXIMATE CENTER
 AU2700'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4848 ***********************************************************************
 BJ4848  DESIGNATION -  ARBROTH
 BJ4848  PID         -  BJ4848
 BJ4848  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ4848  USGS QUAD   -  WALLS (1994)
 BJ4848
 BJ4848                         *CURRENT SURVEY CONTROL
 BJ4848  ___________________________________________________________________
 BJ4848* NAD 83(1992)-  30 36 34.46225(N)    091 18 58.34668(W)     ADJUSTED  
 BJ4848* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BJ4848  ___________________________________________________________________
 BJ4848  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4848  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4848
 BJ4848  HORZ ORDER  -  SECOND
 BJ4848
 BJ4848.The horizontal coordinates were established by classical geodetic methods
 BJ4848.and adjusted by the National Geodetic Survey in January 1993..
 BJ4848.No horizontal observational check was made to the station.
 BJ4848
 BJ4848.The orthometric height was scaled from a topographic map.
 BJ4848
 BJ4848.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4848
 BJ4848.The geoid height was determined by GEOID03.
 BJ4848
 BJ4848;                    North         East     Units Scale Factor Converg.
 BJ4848;SPC LA S     -   233,838.566 1,001,642.195   MT  0.99998202   +0 00 30.8
 BJ4848;SPC LA S     -   767,185.36  3,286,221.10   sFT  0.99998202   +0 00 30.8
 BJ4848;UTM  15      - 3,387,541.957   661,407.490   MT  0.99992139   +0 51 27.2
 BJ4848
 BJ4848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4848!SPC LA S     -   1.00000350  x   0.99998202  =   0.99998552
 BJ4848!UTM  15      -   1.00000350  x   0.99992139  =   0.99992489
 BJ4848
 BJ4848                          SUPERSEDED SURVEY CONTROL
 BJ4848
 BJ4848  NAD 83(1986)-  30 36 34.48085(N)    091 18 58.34323(W) AD(       ) 2
 BJ4848  NAD 27      -  30 36 33.80595(N)    091 18 57.94285(W) AD(       ) 2
 BJ4848
 BJ4848.Superseded values are not recommended for survey control.
 BJ4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4848.See file dsdata.txt to determine how the superseded data were derived.
 BJ4848
 BJ4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6140787542(NAD 83)
 BJ4848_MARKER: P = PIPE CAP
 BJ4848_SETTING: 0 = UNSPECIFIED SETTING
 BJ4848
 BJ4848  HISTORY     - Date     Condition        Report By
 BJ4848  HISTORY     - 1929     MONUMENTED       MRC
 BJ4848
 BJ4848                          STATION DESCRIPTION
 BJ4848
 BJ4848'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 BJ4848'ON RIGHT BANK OF MISSISSIPPI RIVER, ABOUT 100 METERS (328 FEET)
 BJ4848'BELOW AND 200 METERS (656 FEET) BACK OF FALSE RIVER RAILROAD
 BJ4848'LANDING, ABOUT 100 METERS (328 FEET) BELOW TRAMWAY, 75 METERS
 BJ4848'(246 FEET) BELOW ARBROTH STORE AND POST OFFICE, 45 METERS
 BJ4848'(148 FEET) BACK OF LEVEE, IN FRONT YARD OF PLANTATION RESIDENCE,
 BJ4848'0.5 METER (2 FEET) INSIDE N FENCE, AND 6 METERS (20 FEET)
 BJ4848'W OF NE CORNER OF YARD.
 BJ4848'
 BJ4848'MARKED BY STANDARD MARK OF MISSISSIPPI RIVER COMMISSION,
 BJ4848'BRASS CAP ON STEEL PIPE ABOVE, AND COPPER BOLT IN TILE BELOW.
 BJ4848'
 BJ4848'WITNESS MARKS ARE AT FOLLOWING DISTANCES AND AZIMUTHS--
 BJ4848'36-INCH DOUBLE OAK TREE, 5.5 METERS (18 FEET), S.  NE CORNER
 BJ4848'OF RESIDENCE, 13.5 METERS (44 FEET), 65 DEG.  CHIMNEY OF
 BJ4848'RESIDENCE, 17.5 METERS (57 FEET), 70 DEG.  2-INCH DOUBLE
 BJ4848'PECAN TREE, 5.5 METERS (18 FEET), N 85 DEG E. ANGLE IN
 BJ4848'LEVEE, 58.5 METERS (192 FEET) S 35 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1836 ***********************************************************************
 BJ1836  DESIGNATION -  ARBROTH BOLT
 BJ1836  PID         -  BJ1836
 BJ1836  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1836  USGS QUAD   -  WALLS (1994)
 BJ1836
 BJ1836                         *CURRENT SURVEY CONTROL
 BJ1836  ___________________________________________________________________
 BJ1836* NAD 83(1986)-  30 36 34.     (N)    091 19 05.     (W)     SCALED    
 BJ1836* NAVD 88     -         9.37   (+/-2cm)      30.7    (feet)  VERTCON   
 BJ1836  ___________________________________________________________________
 BJ1836  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ1836
 BJ1836  VERT ORDER  -  ? (See Below)
 BJ1836
 BJ1836.The horizontal coordinates were scaled from a topographic map and have
 BJ1836.an estimated accuracy of +/- 6 seconds.
 BJ1836
 BJ1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1836.The vertical order pertains to the NGVD 29 superseded value.
 BJ1836
 BJ1836.The geoid height was determined by GEOID03.
 BJ1836
 BJ1836;                    North         East    Units  Estimated Accuracy
 BJ1836;SPC LA S     -   233,820.    1,001,470.      MT  (+/- 180 meters Scaled)
 BJ1836
 BJ1836                          SUPERSEDED SURVEY CONTROL
 BJ1836
 BJ1836  NGVD 29 (??/??/??)    9.358  (m)           30.70   (f) ADJUSTED    ?  
 BJ1836
 BJ1836.Superseded values are not recommended for survey control.
 BJ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1836.See file dsdata.txt to determine how the superseded data were derived.
 BJ1836
 BJ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP612875(NAD 83)
 BJ1836_MARKER: B = BOLT
 BJ1836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1836_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1836
 BJ1836  HISTORY     - Date     Condition        Report By
 BJ1836  HISTORY     - UNK      MONUMENTED       DOD
 BJ1836  HISTORY     - 1929     GOOD             DOD
 BJ1836  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1836
 BJ1836                          STATION DESCRIPTION
 BJ1836
 BJ1836'DESCRIBED BY US DEPARTMENT OF DEFENSE 1929
 BJ1836'IN HERMITAGE.
 BJ1836'P.B.M. IS TILE AND PIPE ON RIGHT BANK OF MISSISSIPPI RIVER, IN WEST
 BJ1836'BATON ROUGE PARISH, LA., ABOUT 100 M. BELOW AND 200 M. BACK OF FALSE
 BJ1836'RIVER R.R. LDG. ABOUT 100 M. BELOW TRAMWAY.  75 M. BELOW ARBROTH STORE
 BJ1836'AND P.O.  45 M. BACK OF LEVEE.  IN FRONT YARD OF PLANTATION RESIDENCE.
 BJ1836'1/2 M. INSIDE OF NORTH FENCE.  6 M. WEST OF NORTHEAST CORNER OF YARD.
 BJ1836
 BJ1836                          STATION RECOVERY (1964)
 BJ1836
 BJ1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1835 ***********************************************************************
 BJ1835  DESIGNATION -  ARBROTH CAP
 BJ1835  PID         -  BJ1835
 BJ1835  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1835  USGS QUAD   -  WALLS (1994)
 BJ1835
 BJ1835                         *CURRENT SURVEY CONTROL
 BJ1835  ___________________________________________________________________
 BJ1835* NAD 83(1986)-  30 36 34.     (N)    091 19 05.     (W)     SCALED    
 BJ1835* NAVD 88     -        10.58   (+/-2cm)      34.7    (feet)  VERTCON   
 BJ1835  ___________________________________________________________________
 BJ1835  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ1835
 BJ1835  VERT ORDER  -  ? (See Below)
 BJ1835
 BJ1835.The horizontal coordinates were scaled from a topographic map and have
 BJ1835.an estimated accuracy of +/- 6 seconds.
 BJ1835
 BJ1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1835.The vertical order pertains to the NGVD 29 superseded value.
 BJ1835
 BJ1835.The geoid height was determined by GEOID03.
 BJ1835
 BJ1835;                    North         East    Units  Estimated Accuracy
 BJ1835;SPC LA S     -   233,820.    1,001,470.      MT  (+/- 180 meters Scaled)
 BJ1835
 BJ1835                          SUPERSEDED SURVEY CONTROL
 BJ1835
 BJ1835  NGVD 29 (??/??/??)   10.572  (m)           34.69   (f) ADJUSTED    ?  
 BJ1835
 BJ1835.Superseded values are not recommended for survey control.
 BJ1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1835.See file dsdata.txt to determine how the superseded data were derived.
 BJ1835
 BJ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP612875(NAD 83)
 BJ1835_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1835_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1835
 BJ1835  HISTORY     - Date     Condition        Report By
 BJ1835  HISTORY     - UNK      MONUMENTED       DOD
 BJ1835  HISTORY     - 1929     GOOD             DOD
 BJ1835  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1835
 BJ1835                          STATION DESCRIPTION
 BJ1835
 BJ1835'DESCRIBED BY US DEPARTMENT OF DEFENSE 1929
 BJ1835'IN HERMITAGE.
 BJ1835'P.B.M. IS TILE AND PIPE ON RIGHT BANK OF MISSISSIPPI RIVER, IN WEST
 BJ1835'BATON ROUGE PARISH, LA., ABOUT 100 M. BELOW AND 200 M. BACK OF FALSE
 BJ1835'RIVER R.R. LDG. ABOUT 100 M. BELOW TRAMWAY.  75 M. BELOW ARBROTH STORE
 BJ1835'AND P.O.  45 M. BACK OF LEVEE.  IN FRONT YARD OF PLANTATION RESIDENCE.
 BJ1835'1/2 M. INSIDE OF NORTH FENCE.  6 M. WEST OF NORTHEAST CORNER OF YARD.
 BJ1835
 BJ1835                          STATION RECOVERY (1964)
 BJ1835
 BJ1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2950 ***********************************************************************
 CQ2950  DESIGNATION -  ARCADIA
 CQ2950  PID         -  CQ2950
 CQ2950  STATE/COUNTY-  LA/BIENVILLE
 CQ2950  USGS QUAD   -  ARCADIA (1994)
 CQ2950
 CQ2950                         *CURRENT SURVEY CONTROL
 CQ2950  ___________________________________________________________________
 CQ2950* NAD 83(1992)-  32 31 37.26032(N)    092 55 58.24890(W)     ADJUSTED  
 CQ2950* NAVD 88     -       136.71   (+/-2cm)     448.5    (feet)  VERTCON   
 CQ2950  ___________________________________________________________________
 CQ2950  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CQ2950  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2950
 CQ2950  HORZ ORDER  -  FIRST
 CQ2950  VERT ORDER  -  THIRD ? (See Below)
 CQ2950
 CQ2950.The horizontal coordinates were established by classical geodetic methods
 CQ2950.and adjusted by the National Geodetic Survey in January 1993..
 CQ2950
 CQ2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2950.The vertical order pertains to the NGVD 29 superseded value.
 CQ2950
 CQ2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2950
 CQ2950.The geoid height was determined by GEOID03.
 CQ2950
 CQ2950;                    North         East     Units Scale Factor Converg.
 CQ2950;SPC LA N     -   224,831.562   959,335.897   MT  0.99997114   -0 13 43.8
 CQ2950;SPC LA N     -   737,634.88  3,147,421.19   sFT  0.99997114   -0 13 43.8
 CQ2950;UTM  15      - 3,598,855.948   506,306.419   MT  0.99960049   +0 02 10.0
 CQ2950
 CQ2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2950!SPC LA N     -   0.99998257  x   0.99997114  =   0.99995371
 CQ2950!UTM  15      -   0.99998257  x   0.99960049  =   0.99958307
 CQ2950
 CQ2950:                Primary Azimuth Mark                     Grid Az
 CQ2950:SPC LA N     -  ARCADIA MUNICIPAL TANK                   025 22 54.5
 CQ2950:UTM  15      -  ARCADIA MUNICIPAL TANK                   025 07 00.7
 CQ2950
 CQ2950|---------------------------------------------------------------------|
 CQ2950| PID    Reference Object                     Distance      Geod. Az  |
 CQ2950|                                                           dddmmss.s |
 CQ2950| CQ2949 ARCADIA MUNICIPAL TANK              APPROX. 2.8 KM 0250910.7 |
 CQ2950| CY3295 ARCADIA RM 2                                       0261840.1 |
 CQ2950| CY3296 ARCADIA RM 3                         23.429 METERS 07748     |
 CQ2950| CY3294 ARCADIA RM 1                                       32545     |
 CQ2950|---------------------------------------------------------------------|
 CQ2950
 CQ2950                          SUPERSEDED SURVEY CONTROL
 CQ2950
 CQ2950  NAD 83(1986)-  32 31 37.27341(N)    092 55 58.23995(W) AD(       ) 1
 CQ2950  NAD 27      -  32 31 36.72562(N)    092 55 57.67156(W) AD(       ) 1
 CQ2950  NGVD 29 (07/19/86)  136.78   (m)          448.8    (f) LEVELING    3  
 CQ2950
 CQ2950.Superseded values are not recommended for survey control.
 CQ2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2950.See file dsdata.txt to determine how the superseded data were derived.
 CQ2950
 CQ2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0630698856(NAD 83)
 CQ2950_MARKER: DS = TRIANGULATION STATION DISK
 CQ2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2950
 CQ2950  HISTORY     - Date     Condition        Report By
 CQ2950  HISTORY     - 1931     MONUMENTED       CGS
 CQ2950  HISTORY     - 1936     GOOD             LAGS
 CQ2950  HISTORY     - 1971     GOOD             NGS
 CQ2950  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 CQ2950
 CQ2950                          STATION DESCRIPTION
 CQ2950
 CQ2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2950'STATION IS ABOUT 1-3/4 MILES SW OF ARCADIA AND 1/4 MILE S
 CQ2950'OF NEGRO SCHOOLHOUSE ON A SMALL KNOLL OWNED BY GEORGE TAYLOR,
 CQ2950'ABOUT 125 METERS (410 FEET) E OF MR. TAYLORS HOUSE WHICH
 CQ2950'IS A WHITE HOUSE ON E SIDE OF ROAD, AND 4.4 METERS (14 FEET)
 CQ2950'N OF FENCE BETWEEN OLD ORCHARD AND SMALL CULTIVATED FIELD TO S.
 CQ2950'
 CQ2950'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2950'DISKS SET IN CONCRETE.
 CQ2950'
 CQ2950'REFERENCE MARK NO. 1 IS ABOUT 25 METERS (82 FEET) E OF AN
 CQ2950'OLD SHED, IN AN E-AND-W FENCE LINE AND 58.50 METERS (191.9
 CQ2950'FEET) FROM THE STATION N 34 DEG 14 MIN W.
 CQ2950'
 CQ2950'REFERENCE MARK NO. 2 IS 10 METERS (33 FEET) N OF ROAD, 9
 CQ2950'METERS (30 FEET) S OF SE CORNER OF NEGRO SCHOOLHOUSE AND
 CQ2950'ABOUT 1/4 MILE FROM STATION N 26 DEG 18 MIN 07 SEC E.
 CQ2950
 CQ2950                          STATION RECOVERY (1936)
 CQ2950
 CQ2950'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CQ2950'STATION RECOVERED AS DESCRIBED.
 CQ2950
 CQ2950                          STATION RECOVERY (1971)
 CQ2950
 CQ2950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2950'MEASUREMENT TO RM 3 MADE WITH A 30 METER TAPE 5 KGS. TENSION.  NO
 CQ2950'MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO TREES ON LINE.
 CQ2950'
 CQ2950'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CQ2950'FOUND IN GOOD CONDITION.  NO MEASUREMENT WAS MADE TO REFERENCE
 CQ2950'MARK 1 DUE TO TREES ON LINE AND NO CUTTING OF TREES ALLOWED.  A
 CQ2950'NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE.  REFERENCE MARK
 CQ2950'2 WAS USED AS AN AZIMUTH MARK.
 CQ2950'
 CQ2950'THE HORIZONTAL DIRECTION TO THE REFERENCE MARKS CHECKED THE 1931
 CQ2950'DATA ADEQUATELY.  A NEW DESCRIPTION FOLLOWS.
 CQ2950'
 CQ2950'THE STATION IS ABOUT 8 MILES WEST OF SIMSBORO, 7 MILES EAST OF
 CQ2950'GIBSLAND, 2 MILES SOUTH OF ARCADIA AND ON LAND OWNED BY
 CQ2950'MRS. LEOLA CARTER, 2810 WINBERN, HOUSTON, TEXAS.
 CQ2950'
 CQ2950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CQ2950'STATE HIGHWAYS 9 AND 147 IN ARCADIA, GO SOUTH ON STATE HIGHWAYS
 CQ2950'9 AND 147 FOR 0.65 MILE TO THE SOUTH JUNCTION OF STATE HIGHWAYS
 CQ2950'9 AND 147, CONTINUE SOUTH AND SOUTHWEST ON STATE HIGHWAY 9 FOR 1
 CQ2950'MILE TO REFERENCE MARK 2 AND A CHURCH ON THE RIGHT, CONTINUE
 CQ2950'SOUTHWEST ON STATE HIGHWAY 9 FOR 0.2 MILE TO A DRIVEWAY ON THE
 CQ2950'LEFT.  TURN LEFT AND GO NORTHEAST, IN FRONT OF A HOUSE, TO A
 CQ2950'WIRE GATE ON THE NORTHEAST SIDE OF THE HOUSE.  PASS THROUGH
 CQ2950'THE GATE AND GO NORTHEAST ON A DIM TRACK ROAD FOR 0.05 MILE TO
 CQ2950'THE STATION.
 CQ2950'
 CQ2950'STATION MARKS ARE STANDARD DISKS STAMPED ARCADIA 1931.  THE
 CQ2950'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CQ2950'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ2950'29 FEET SOUTH OF A 10-INCH PINE TREE, 14 FEET NORTH OF A FENCE,
 CQ2950'13 FEET NORTHEAST OF AN 8-INCH PINE TREE AND 10 FEET WEST OF A
 CQ2950'6-INCH PINE TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CQ2950'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CQ2950'SURFACE.
 CQ2950'
 CQ2950'REFERENCE MARK 1, A STANDARD DISK STAMPED ARCADIA 1931, IS SET
 CQ2950'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 CQ2950'WITH THE GROUND SURFACE.  IT IS 65 FEET NORTH OF THE CENTER OF
 CQ2950'THE DIM TRACK ROAD AND 50 FEET EAST OF AN OLD SHED.
 CQ2950'
 CQ2950'REFERENCE MARK 2, A STANDARD DISK STAMPED ARCADIA 1931, IS SET
 CQ2950'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 CQ2950'WITH THE GROUND SURFACE.  IT IS 66 FEET SOUTH OF A 30-INCH PINE
 CQ2950'TREE, 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH AND
 CQ2950'32 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 9.
 CQ2950'
 CQ2950'REFERENCE MARK 3, A STANDARD DISK STAMPED ARCADIA 1931 NO 3 1971,
 CQ2950'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2950'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET WEST OF A
 CQ2950'10-INCH PINE TREE, 10.5 FEET NORTHWEST OF AN 8-INCH PINE TREE AND
 CQ2950'2 FEET WEST OF A METAL WITNESS POST.
 CQ2950'
 CQ2950'HEIGHT OF LIGHT ABOVE STATION MARK 86.1 FEET.
 CQ2950'
 CQ2950'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2950'2 MILES SOUTH OF ARCADIA.
 CQ2950
 CQ2950                          STATION RECOVERY (2004)
 CQ2950
 CQ2950'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 CQ2950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2949 ***********************************************************************
 CQ2949  DESIGNATION -  ARCADIA MUNICIPAL TANK
 CQ2949  PID         -  CQ2949
 CQ2949  STATE/COUNTY-  LA/BIENVILLE
 CQ2949  USGS QUAD   -  ARCADIA (1994)
 CQ2949
 CQ2949                         *CURRENT SURVEY CONTROL
 CQ2949  ___________________________________________________________________
 CQ2949* NAD 83(1992)-  32 32 58.87148(N)    092 55 13.00187(W)     ADJUSTED  
 CQ2949* NAVD 88     -                                                        
 CQ2949  ___________________________________________________________________
 CQ2949  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CQ2949  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2949
 CQ2949  HORZ ORDER  -  THIRD
 CQ2949
 CQ2949.The horizontal coordinates were established by classical geodetic methods
 CQ2949.and adjusted by the National Geodetic Survey in January 1993..
 CQ2949
 CQ2949
 CQ2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2949
 CQ2949.The geoid height was determined by GEOID03.
 CQ2949
 CQ2949;                    North         East     Units Scale Factor Converg.
 CQ2949;SPC LA N     -   227,340.820   960,526.408   MT  0.99997542   -0 13 19.9
 CQ2949;SPC LA N     -   745,867.34  3,151,327.06   sFT  0.99997542   -0 13 19.9
 CQ2949;UTM  15      - 3,601,369.749   507,484.871   MT  0.99960069   +0 02 34.4
 CQ2949
 CQ2949                          SUPERSEDED SURVEY CONTROL
 CQ2949
 CQ2949  NAD 83(1986)-  32 32 58.88464(N)    092 55 12.99272(W) AD(       ) 4
 CQ2949  NAD 27      -  32 32 58.33743(N)    092 55 12.42690(W) AD(       ) 3
 CQ2949
 CQ2949.Superseded values are not recommended for survey control.
 CQ2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2949.See file dsdata.txt to determine how the superseded data were derived.
 CQ2949
 CQ2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0748501370(NAD 83)
 CQ2949_MARKER: 51 = TANK
 CQ2949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2949+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 CQ2949
 CQ2949  HISTORY     - Date     Condition        Report By
 CQ2949  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ2949  HISTORY     - 1970     GOOD             USAF
 CQ2949  HISTORY     - 20040916 GOOD             USPSQD
 CQ2949
 CQ2949                          STATION DESCRIPTION
 CQ2949
 CQ2949'DESCRIBED BY US AIR FORCE 1970
 CQ2949'THE TANK WAS OBSERVED ONLY.
 CQ2949
 CQ2949                          STATION RECOVERY (2004)
 CQ2949
 CQ2949'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 CQ2949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2958 ***********************************************************************
 CQ2958  DESIGNATION -  ARCADIA UNITED MICRO KGU 44
 CQ2958  PID         -  CQ2958
 CQ2958  STATE/COUNTY-  LA/BIENVILLE
 CQ2958  USGS QUAD   -  ARCADIA (1994)
 CQ2958
 CQ2958                         *CURRENT SURVEY CONTROL
 CQ2958  ___________________________________________________________________
 CQ2958* NAD 83(1992)-  32 31 55.89721(N)    092 56 37.74295(W)     ADJUSTED  
 CQ2958* NAVD 88     -                                                        
 CQ2958  ___________________________________________________________________
 CQ2958  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CQ2958  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2958
 CQ2958  HORZ ORDER  -  THIRD
 CQ2958
 CQ2958.The horizontal coordinates were established by classical geodetic methods
 CQ2958.and adjusted by the National Geodetic Survey in January 1993..
 CQ2958
 CQ2958
 CQ2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2958
 CQ2958.The geoid height was determined by GEOID03.
 CQ2958
 CQ2958;                    North         East     Units Scale Factor Converg.
 CQ2958;SPC LA N     -   225,409.809   958,307.616   MT  0.99997210   -0 14 04.7
 CQ2958;SPC LA N     -   739,532.02  3,144,047.57   sFT  0.99997210   -0 14 04.7
 CQ2958;UTM  15      - 3,599,429.222   505,275.858   MT  0.99960034   +0 01 48.8
 CQ2958
 CQ2958                          SUPERSEDED SURVEY CONTROL
 CQ2958
 CQ2958  NAD 83(1986)-  32 31 55.91037(N)    092 56 37.73414(W) AD(       ) 4
 CQ2958  NAD 27      -  32 31 55.36265(N)    092 56 37.16284(W) AD(       ) 3
 CQ2958
 CQ2958.Superseded values are not recommended for survey control.
 CQ2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2958.See file dsdata.txt to determine how the superseded data were derived.
 CQ2958
 CQ2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0527699429(NAD 83)
 CQ2958_MARKER: 45 = MICROWAVE TOWER
 CQ2958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2958+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 CQ2958
 CQ2958  HISTORY     - Date     Condition        Report By
 CQ2958  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2958  HISTORY     - 20040916 GOOD             USPSQD
 CQ2958
 CQ2958                          STATION DESCRIPTION
 CQ2958
 CQ2958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2958'ARCADIA UNITED GAS PIPELINE COMPANY MICROWAVE TOWER KGU 44
 CQ2958'IS A SQUARE STRUCTURAL STEEL TOWER WITH TWO FANS AND AN ANTENNA
 CQ2958'ON TOP, PAINTED ALTERNATELY RED AND WHITE AND AN OVERALL
 CQ2958'HEIGHT OF 100 FEET.
 CQ2958'
 CQ2958'TO REACH FROM ARCADIA, GO SOUTH ON STATE HIGHWAY 147 TO
 CQ2958'THE JUNCTION WITH STATE HIGHWAY 9.  CONTINUE AHEAD AND TO
 CQ2958'THE RIGHT ON HIGHWAY 9 FOR 1.5 MILES TO TURN OFF SIGN TO
 CQ2958'AIRPORT.  TAKE AIRPORT ROAD WESTERLY FOR 0.4 MILE TO ONE
 CQ2958'LANE DIRT ROAD AHEAD AND A DIRT ROAD RIGHT.  BEAR RIGHT AND
 CQ2958'GO 0.25 MILE TO THE STATION ON THE LEFT.
 CQ2958'
 CQ2958'THE POINT INTERSECTED IS THE TOP CENTER OF THE TOWER.
 CQ2958
 CQ2958                          STATION RECOVERY (2004)
 CQ2958
 CQ2958'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 CQ2958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2957 ***********************************************************************
 CQ2957  DESIGNATION -  ARCADIA W MUN TANK
 CQ2957  PID         -  CQ2957
 CQ2957  STATE/COUNTY-  LA/BIENVILLE
 CQ2957  USGS QUAD   -  ARCADIA (1994)
 CQ2957
 CQ2957                         *CURRENT SURVEY CONTROL
 CQ2957  ___________________________________________________________________
 CQ2957* NAD 83(1992)-  32 33 10.36501(N)    092 55 46.40836(W)     ADJUSTED  
 CQ2957* NAVD 88     -                                                        
 CQ2957  ___________________________________________________________________
 CQ2957  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CQ2957  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2957
 CQ2957  HORZ ORDER  -  THIRD
 CQ2957
 CQ2957.The horizontal coordinates were established by classical geodetic methods
 CQ2957.and adjusted by the National Geodetic Survey in January 1993..
 CQ2957
 CQ2957
 CQ2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2957
 CQ2957.The geoid height was determined by GEOID03.
 CQ2957
 CQ2957;                    North         East     Units Scale Factor Converg.
 CQ2957;SPC LA N     -   227,698.280   959,656.254   MT  0.99997603   -0 13 37.6
 CQ2957;SPC LA N     -   747,040.11  3,148,472.23   sFT  0.99997603   -0 13 37.6
 CQ2957;UTM  15      - 3,601,723.047   506,613.400   MT  0.99960054   +0 02 16.5
 CQ2957
 CQ2957                          SUPERSEDED SURVEY CONTROL
 CQ2957
 CQ2957  NAD 83(1986)-  32 33 10.37792(N)    092 55 46.39944(W) AD(       ) 4
 CQ2957  NAD 27      -  32 33 09.83352(N)    092 55 45.83239(W) AD(       ) 3
 CQ2957
 CQ2957.Superseded values are not recommended for survey control.
 CQ2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2957.See file dsdata.txt to determine how the superseded data were derived.
 CQ2957
 CQ2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0661301723(NAD 83)
 CQ2957_MARKER: 53 = ELEVATED TANK
 CQ2957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2957+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 CQ2957
 CQ2957  HISTORY     - Date     Condition        Report By
 CQ2957  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2957  HISTORY     - 20040916 GOOD             USPSQD
 CQ2957
 CQ2957                          STATION DESCRIPTION
 CQ2957
 CQ2957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2957'ARCADIA WEST MUNICIPAL WATER TANK IS LOCATED 0.7 MILE WEST OF
 CQ2957'THE BUSINESS DISTRICT ALONG THE SOUTH SIDE OF U.S. HIGHWAY 80.
 CQ2957'
 CQ2957'IT IS AN ELEVATED TANK, PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED
 CQ2957'STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 120 FEET.
 CQ2957'
 CQ2957'POINT INTERSECTED IS THE VENT AT THE TOP CENTER OF THE TANK.
 CQ2957
 CQ2957                          STATION RECOVERY (2004)
 CQ2957
 CQ2957'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 CQ2957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3342 ***********************************************************************
 CP3342  DESIGNATION -  ARCH 2
 CP3342  PID         -  CP3342
 CP3342  STATE/COUNTY-  LA/RICHLAND
 CP3342  USGS QUAD   -  MANGHAM (1982)
 CP3342
 CP3342                         *CURRENT SURVEY CONTROL
 CP3342  ___________________________________________________________________
 CP3342* NAD 83(1992)-  32 21 12.13569(N)    091 46 37.06580(W)     ADJUSTED  
 CP3342* NAVD 88     -        23.8    (meters)      78.     (feet)  VERTCON   
 CP3342  ___________________________________________________________________
 CP3342  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CP3342  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CP3342
 CP3342  HORZ ORDER  -  THIRD
 CP3342
 CP3342.The horizontal coordinates were established by classical geodetic methods
 CP3342.and adjusted by the National Geodetic Survey in January 1993..
 CP3342
 CP3342.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3342
 CP3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3342
 CP3342.The geoid height was determined by GEOID03.
 CP3342
 CP3342;                    North         East     Units Scale Factor Converg.
 CP3342;SPC LA N     -   205,721.851 1,068,054.384   MT  0.99994355   +0 22 56.2
 CP3342;SPC LA N     -   674,939.11  3,504,108.42   sFT  0.99994355   +0 22 56.2
 CP3342;UTM  15      - 3,580,262.651   615,080.914   MT  0.99976331   +0 39 16.4
 CP3342
 CP3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3342!SPC LA N     -   1.00000036  x   0.99994355  =   0.99994390
 CP3342!UTM  15      -   1.00000036  x   0.99976331  =   0.99976366
 CP3342
 CP3342|---------------------------------------------------------------------|
 CP3342| PID    Reference Object                     Distance      Geod. Az  |
 CP3342|                                                           dddmmss.s |
 CP3342| CP3060 ARCH                                 61.557 METERS 10439     |
 CP3342| CP3398 ARCH AZ MK                          APPROX. 0.5 KM 1792306.0 |
 CP3342| CS7296 ARCH 2 RM 3                          14.849 METERS 19319     |
 CP3342| CS7297 ARCH 2 RM 4                          15.117 METERS 28614     |
 CP3342| CP3399 ARCH AZ MK 2                        APPROX. 0.5 KM 2975626.6 |
 CP3342|---------------------------------------------------------------------|
 CP3342
 CP3342                          SUPERSEDED SURVEY CONTROL
 CP3342
 CP3342  NAD 83(1986)-  32 21 12.14966(N)    091 46 37.05749(W) AD(       ) 3
 CP3342  NGVD 29 (11/02/92)   23.9    (m)           78.     (f) VERT ANG       
 CP3342
 CP3342.Superseded values are not recommended for survey control.
 CP3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3342.See file dsdata.txt to determine how the superseded data were derived.
 CP3342
 CP3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1508180263(NAD 83)
 CP3342_MARKER: DD = SURVEY DISK
 CP3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3342_STAMPING: ARCH 2 1985
 CP3342_MARK LOGO: LADH  
 CP3342_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3342+STABILITY: SURFACE MOTION
 CP3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3342+SATELLITE: SATELLITE OBSERVATIONS - 1985
 CP3342
 CP3342  HISTORY     - Date     Condition        Report By
 CP3342  HISTORY     - 1985     MONUMENTED       LADH
 CP3342  HISTORY     - UNK      SEE DESCRIPTION
 CP3342
 CP3342                          STATION DESCRIPTION
 CP3342
 CP3342'DESCRIBED BY LA DEPT OF HIGHWAYS 1985 (SLC)
 CP3342'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH OF MANGHAM, 6.4 KM (4
 CP3342'MI) EAST OF ALTO, AND 12.9 KM (8 MI) SOUTH OF RAYVILLE, IN THE
 CP3342'SOUTHWEST QUARTER OF SECTION 20, T 16 N, R 7 E, AND IN ARCHIBALD.
 CP3342'--OWNERSHIP LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP3342' 
 CP3342'TO REACH THE STATION FROM THE POST OFFICE IN ARCHIBALD, GO NORTH ON
 CP3342'STATE HIGHWAY 15 FOR 0.6 KM (0.4 MI) TO THE JUNCTION WITH STATE
 CP3342'HIGHWAY 137 NORTH AND HIGHWAY 15 WEST, WITH THE STATION MARK SET ON
 CP3342'THE LEFT AT THE JUNCTION NEAR A GULF SIGN.
 CP3342' 
 CP3342'THE STATION IS A STANDARD LADH DISK STAMPED--ARCH 2 1985--, SET INTO
 CP3342'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 CP3342'RECESSED 1 INCH OR 3 CM BELOW THE GROUND LOCATED 147.5 FT (45 M) NW
 CP3342'FROM THE CENTER OF HIGHWAY 15, 64.5 FT (19.7 M) WNW FROM THE NORTHWEST
 CP3342'CORNER OF A CONCRETE BLOCK STORE, 36.5 FT (11.1 M) SW FROM THE CENTER
 CP3342'OF HIGHWAY 15, 3 FT (0.9 M) N FROM A METAL POLE WITH A GULF SIGN
 CP3342'ATTACHED, AND 1.5 FT (0.5 M) W FROM A METAL WITNESS POST WITH SIGN
 CP3342'ATTACHED.
 CP3342' 
 CP3342'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--ARCH 2 1985--,
 CP3342'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M) BELOW THE SURFACE.
 CP3342'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED--ARCH 2 RM 3
 CP3342'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CP3342'CM IN DIAMETER FLUSH WITH GROUND LOCATED 84 FT (25.6 M) SW FROM THE
 CP3342'CENTER OF HIGHWAY 15, 57 FT (17.4 M) NE FROM THE NORTHEAST CORNER OF A
 CP3342'GREEN SIDING HOUSE, 48.5 FT (14.8 M) W FROM THE NORTHWEST CORNER OF A
 CP3342'CONCRETE BLOCK STORE, 45.5 FT (13.9 M) SSW FROM A METAL POLE WITH A
 CP3342'GULF SIGN ATTACHED, AND 1 FT (0.3 M) HIGHER THAN THE STATION.
 CP3342' 
 CP3342'REFERENCE MARK NO 4 IS A STANDARD LADH DISK STAMPED--ARCH 2 RM 4
 CP3342'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CP3342'CM IN DIAMETER FLUSH WITH GROUND LOCATED 51.5 FT (15.7 M) NW FROM A
 CP3342'METAL POLE WITH A GULF SIGN ATTACHED, 45 FT (13.7 M) SW FROM THE
 CP3342'CENTER OF HIGHWAY 15, 45 FT (13.7 M) E FROM A 26 INCH WATER OAK TREE,
 CP3342'9 FT (2.7 M) NNE FROM A 14 INCH MAGNOLIA TREE, AND 2 FT (0.6 M) LOWER
 CP3342'THAN THE STATION.
 CP3342' 
 CP3342'AZIMUTH MARK NO 1 IS A STANDARD LADH DISK STAMPED--ARCH AZ MK 1971--,
 CP3342'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 CP3342'DIAMETER RECESSED 4 INCHES OR 10 CM BELOW THE GROUND LOCATED 59 FT (18
 CP3342'M) NW FROM A FIRE HYDRANT, 33 FT (10.1 M) WNW FROM THE CENTER OF A
 CP3342'BLACKTOP ROAD, 23 FT (7 M) SSW FROM THE CENTER OF HIGHWAY 856, AND 1
 CP3342'FT (0.3 M) SSW FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP3342' 
 CP3342'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAYS 15
 CP3342'AND 856 JUST NORTH OF THE POST OFFICE IN ARCHIBALD, GO EAST ON HIGHWAY
 CP3342'856 TO THE EAST END OF HIGHWAY 15 RIGHT-OF-WAY TO THE MARK ON THE
 CP3342'RIGHT.  AT THIS TIME TWO NEW LANES OF HIGHWAY 15 WAS BEING BUILT. WHEN
 CP3342'BUILT THE MARK WILL BE IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 CP3342'OF THE TWO HIGHWAYS.
 CP3342' 
 CP3342'AZIMUTH MARK NO 2 IS A STANDARD LADH DISK STAMPED--ARCH AZ MK 2
 CP3342'1971--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CP3342'CM IN DIAMETER FLUSH WITH GROUND LOCATED 76 FT (23.2 M) ESE FROM THE
 CP3342'CENTER OF A GRAVEL DRIVE, 40 FT (12.2 M) NNE FROM THE CENTER OF
 CP3342'HIGHWAY 15, 5 FT (1.5 M) E FROM A POWER POLE WITH TRANSFORMER
 CP3342'ATTACHED, AND 5 FT (1.5 M) ESE FROM A METAL WITNESS POST WITH SIGN
 CP3342'ATTACHED.
 CP3342' 
 CP3342'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG STATE
 CP3342'HIGHWAY 15 FOR ABOUT 0.6 KM (0.4 MI) TO THE MARK ON THE RIGHT SET NEAR
 CP3342'A POWER POLE WITH A TRANSFORMER ATTACHED.
 CP3342
 CP3342                          STATION RECOVERY (UNK )
 CP3342
 CP3342'RECOVERED UNK
 CP3342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3398 ***********************************************************************
 CP3398  DESIGNATION -  ARCH AZ MK
 CP3398  PID         -  CP3398
 CP3398  STATE/COUNTY-  LA/RICHLAND
 CP3398  USGS QUAD   -  MANGHAM (1982)
 CP3398
 CP3398                         *CURRENT SURVEY CONTROL
 CP3398  ___________________________________________________________________
 CP3398* NAD 83(1992)-  32 20 55.53692(N)    091 46 36.85590(W)     ADJUSTED  
 CP3398* NAVD 88     -        25.0    (meters)      82.     (feet)  VERTCON   
 CP3398  ___________________________________________________________________
 CP3398  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CP3398  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CP3398
 CP3398  HORZ ORDER  -  THIRD
 CP3398
 CP3398.The horizontal coordinates were established by classical geodetic methods
 CP3398.and adjusted by the National Geodetic Survey in January 1993..
 CP3398
 CP3398.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3398
 CP3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3398
 CP3398.The geoid height was determined by GEOID03.
 CP3398
 CP3398;                    North         East     Units Scale Factor Converg.
 CP3398;SPC LA N     -   205,210.626 1,068,063.283   MT  0.99994295   +0 22 56.3
 CP3398;SPC LA N     -   673,261.86  3,504,137.62   sFT  0.99994295   +0 22 56.3
 CP3398;UTM  15      - 3,579,751.566   615,092.240   MT  0.99976335   +0 39 16.3
 CP3398
 CP3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3398!SPC LA N     -   1.00000017  x   0.99994295  =   0.99994312
 CP3398!UTM  15      -   1.00000017  x   0.99976335  =   0.99976352
 CP3398
 CP3398:                Primary Azimuth Mark                     Grid Az
 CP3398:SPC LA N     -  ARCH                                     005 50 31.1
 CP3398:UTM  15      -  ARCH                                     005 34 11.1
 CP3398
 CP3398|---------------------------------------------------------------------|
 CP3398| PID    Reference Object                     Distance      Geod. Az  |
 CP3398|                                                           dddmmss.s |
 CP3398| CP3060 ARCH                                498.668 METERS 0061327.4 |
 CP3398| CP3342 ARCH 2                              APPROX. 0.5 KM 3592306.1 |
 CP3398|---------------------------------------------------------------------|
 CP3398
 CP3398                          SUPERSEDED SURVEY CONTROL
 CP3398
 CP3398  NAD 83(1986)-  32 20 55.55078(N)    091 46 36.85943(W) AD(       ) 3
 CP3398  NGVD 29 (11/02/92)   25.1    (m)           82.     (f) VERT ANG       
 CP3398
 CP3398.Superseded values are not recommended for survey control.
 CP3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3398.See file dsdata.txt to determine how the superseded data were derived.
 CP3398
 CP3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1509279752(NAD 83)
 CP3398_MARKER: DZ = AZIMUTH MARK DISK
 CP3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3398_STAMPING: ARCH AZ MK 1971
 CP3398_MARK LOGO: LADH  
 CP3398_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3398+STABILITY: SURFACE MOTION
 CP3398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3398+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1985
 CP3398
 CP3398  HISTORY     - Date     Condition        Report By
 CP3398  HISTORY     - 1971     MONUMENTED       LADH
 CP3398  HISTORY     - 19850423 GOOD             NGS
 CP3398
 CP3398                          STATION DESCRIPTION
 CP3398
 CP3398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (SLC)
 CP3398'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH OF MANGHAM, 6.4 KM (4
 CP3398'MI) EAST OF ALTO, AND 12.9 KM (8 MI) SOUTH OF RAYVILLE, IN THE
 CP3398'SOUTHWEST QUARTER OF SECTION 20, T 16 N, R 7 E, AND IN ARCHIBALD.
 CP3398'--OWNERSHIP LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP3398' 
 CP3398'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND
 CP3398'856 JUST NORTH OF THE POST OFFICE IN ARCHIBALD, GO EAST ON HIGHWAY 856
 CP3398'TO THE EAST END OF HIGHWAY 15 RIGHT-OF-WAY TO THE MARK ON THE RIGHT.
 CP3398'AT THIS TIME TWO NEW LANES OF HIGHWAY 15 WAS BEING BUILT.  WHEN BUILT
 CP3398'THE MARK WILL BE IN THE SOUTHEAST QUARDRANT OF THE INTERSECTION OF THE
 CP3398'TWO HIGHWAYS.
 CP3398' 
 CP3398'THE STATION IS A STANDARD LADH DISK STAMPED--ARCH AZ MK 1971--, SET
 CP3398'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 CP3398'DIAMETER RECESSED 4 INCHES OR 10 CM BELOW THE GROUND LOCATED 59 FT (18
 CP3398'M) NW FROM A FIRE HYDRANT, 33 FT (10.1 M) WNW FROM THE CENTER OF A
 CP3398'BLACKTOP ROAD, 23 FT (7 M) SSW FROM THE CENTER OF HIGHWAY 856, AND 1
 CP3398'FT (0.3 M) SSW FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3399 ***********************************************************************
 CP3399  DESIGNATION -  ARCH AZ MK 2
 CP3399  PID         -  CP3399
 CP3399  STATE/COUNTY-  LA/RICHLAND
 CP3399  USGS QUAD   -  MANGHAM (1982)
 CP3399
 CP3399                         *CURRENT SURVEY CONTROL
 CP3399  ___________________________________________________________________
 CP3399* NAD 83(1992)-  32 21 20.18554(N)    091 46 54.94750(W)     ADJUSTED  
 CP3399* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 CP3399  ___________________________________________________________________
 CP3399  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CP3399  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP3399
 CP3399  HORZ ORDER  -  THIRD
 CP3399
 CP3399.The horizontal coordinates were established by classical geodetic methods
 CP3399.and adjusted by the National Geodetic Survey in January 1993..
 CP3399
 CP3399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3399
 CP3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3399
 CP3399.The geoid height was determined by GEOID03.
 CP3399
 CP3399;                    North         East     Units Scale Factor Converg.
 CP3399;SPC LA N     -   205,966.688 1,067,585.226   MT  0.99994385   +0 22 46.7
 CP3399;SPC LA N     -   675,742.38  3,502,569.20   sFT  0.99994385   +0 22 46.7
 CP3399;UTM  15      - 3,580,505.211   614,610.683   MT  0.99976198   +0 39 07.0
 CP3399
 CP3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3399!SPC LA N     -   1.00000040  x   0.99994385  =   0.99994425
 CP3399!UTM  15      -   1.00000040  x   0.99976198  =   0.99976238
 CP3399
 CP3399:                Primary Azimuth Mark                     Grid Az
 CP3399:SPC LA N     -  ARCH 2                                   117 33 30.3
 CP3399:UTM  15      -  ARCH 2                                   117 17 10.0
 CP3399
 CP3399|---------------------------------------------------------------------|
 CP3399| PID    Reference Object                     Distance      Geod. Az  |
 CP3399|                                                           dddmmss.s |
 CP3399| CP3342 ARCH 2                              APPROX. 0.5 KM 1175617.0 |
 CP3399|---------------------------------------------------------------------|
 CP3399
 CP3399                          SUPERSEDED SURVEY CONTROL
 CP3399
 CP3399  NAD 83(1986)-  32 21 20.20871(N)    091 46 54.93346(W) AD(       ) 3
 CP3399  NGVD 29 (11/02/92)   23.6    (m)           77.     (f) VERT ANG       
 CP3399
 CP3399.Superseded values are not recommended for survey control.
 CP3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3399.See file dsdata.txt to determine how the superseded data were derived.
 CP3399
 CP3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1461180505(NAD 83)
 CP3399_MARKER: DZ = AZIMUTH MARK DISK
 CP3399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3399_STAMPING: ARCH AZ MK 2 1971
 CP3399_MARK LOGO: LADH  
 CP3399_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3399+STABILITY: SURFACE MOTION
 CP3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3399+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1985
 CP3399
 CP3399  HISTORY     - Date     Condition        Report By
 CP3399  HISTORY     - 1971     MONUMENTED       LADH
 CP3399  HISTORY     - 19850423 GOOD             NGS
 CP3399
 CP3399                          STATION DESCRIPTION
 CP3399
 CP3399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (SLC)
 CP3399'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH OF MANGHAM, 6.4 KM (4
 CP3399'MI) EAST OF ALTO, AND 12.9 KM (8 MI) SOUTH OF RAYVILLE, IN THE
 CP3399'SOUTHWEST QUARTER OF SECTION 20, T 16 N, R 7 E, AND IN ARCHIBALD.
 CP3399'--OWNERSHIP- LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP3399' 
 CP3399'TO REACH THE STATION FROM THE POST OFFICE IN ARCHIBALD, GO NORTH ON
 CP3399'STATE HIGHWAY 15 FOR 0.6 KM (0.4 MI) TO THE JUNCTION OF STATE HIGHWAY
 CP3399'137, THENCE LEFT (WEST) ON HIGHWAY 15 FOR 0.6 KM (0.4 MI) TO THE
 CP3399'STATION MARK ON THE RIGHT IN THE FRONT YARD OF BOB CHAPMAN BY A
 CP3399'TELEPHONE POLE.
 CP3399' 
 CP3399'THE STATION IS A STANDARD LADH DISK STAMPED--ARCH AZ MK 2 1971--, SET
 CP3399'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 CP3399'DIAMETER FLUSH WITH GROUND LOCATED 76 FT (23.2 M) ESE FROM THE CENTER
 CP3399'OF A GRAVEL DRIVE, 40 FT (12.2 M) NNE FROM THE CENTER OF HIGHWAY 15,
 CP3399'33 FT (10.1 M) S FROM A 30-INCH PECAN TREE, 5 FT (1.5 M) E FROM A
 CP3399'POWER POLE WITH TRANSFORMER ATTACHED, AND 5 FT (1.5 M) ESE FROM A
 CP3399'METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1628 ***********************************************************************
 BW1628  DESIGNATION -  ARCHIE BOLT
 BW1628  PID         -  BW1628
 BW1628  STATE/COUNTY-  LA/CATAHOULA
 BW1628  USGS QUAD   -  WALTERS (1995)
 BW1628
 BW1628                         *CURRENT SURVEY CONTROL
 BW1628  ___________________________________________________________________
 BW1628* NAD 83(1986)-  31 34 49.     (N)    091 58 18.     (W)     SCALED    
 BW1628* NAVD 88     -        15.64   (+/-2cm)      51.3    (feet)  VERTCON   
 BW1628  ___________________________________________________________________
 BW1628  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1628
 BW1628  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1628
 BW1628.The horizontal coordinates were scaled from a topographic map and have
 BW1628.an estimated accuracy of +/- 6 seconds.
 BW1628
 BW1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1628.The vertical order pertains to the NGVD 29 superseded value.
 BW1628
 BW1628.The geoid height was determined by GEOID03.
 BW1628
 BW1628;                    North         East    Units  Estimated Accuracy
 BW1628;SPC LA N     -   119,900.    1,050,150.      MT  (+/- 180 meters Scaled)
 BW1628
 BW1628                          SUPERSEDED SURVEY CONTROL
 BW1628
 BW1628  NGVD 29 (??/??/92)   15.630  (m)           51.28   (f) ADJ UNCH    1 2
 BW1628
 BW1628.Superseded values are not recommended for survey control.
 BW1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1628.See file dsdata.txt to determine how the superseded data were derived.
 BW1628
 BW1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ975943(NAD 83)
 BW1628_MARKER: B = BOLT
 BW1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1628_SP_SET: CONCRETE SLAB
 BW1628_STAMPING: BM ARCHIE 55
 BW1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1628
 BW1628  HISTORY     - Date     Condition        Report By
 BW1628  HISTORY     - UNK      MONUMENTED       DOD
 BW1628  HISTORY     - 1966     GOOD             NGS
 BW1628
 BW1628                          STATION DESCRIPTION
 BW1628
 BW1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1628'9.85 MI W FROM JONESVILLE.
 BW1628'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1628'THE U.S. HIGHWAY 84 BRIDGE OVER BLACK RIVER AT JONESVILLE, THENCE 7.75
 BW1628'MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 1.55 MILES
 BW1628'WEST ALONG U.S. HIGHWAY 84 TO A METAL GATE NORTH OF THE HIGHWAY AND A
 BW1628'LONE PECAN TREE IN A CULTIVATED FIELD, THENCE ABOUT 0.1 MILE NORTH
 BW1628'ACROSS THE FIELD, IN SECTIN 16, T 7 N, R 5 E, ABOUT 0.15 MILE NORTH OF
 BW1628'THE JUNCTION OF U.S. HIGHWAY 84 AND OLD U.S. HIGHWAY 84, ABOUT 0.1
 BW1628'MILE SOUTHWEST OF THE LOUISIANA AND ARKANSAS RAILWAY OVERPASS, 273 1/2
 BW1628'FEET NORTH OF A LONE PECAN TREE, 34 FEET SOUTHEAST OF THE CENTER LINE
 BW1628'OF THE HIGHWAY, 179 FEET SOUTHWEST OF POWER POLE NUMBER 61-190 WHICH
 BW1628'BEARS A TRANSORMER, 5 FEET SOUTHEAST OF A FENCE, 5.2 FEET SOUTHEAST OF
 BW1628'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 BW1628'LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BW1628'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 BW1628'THROUGH A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND
 BW1628'PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1627 ***********************************************************************
 BW1627  DESIGNATION -  ARCHIE CAP
 BW1627  PID         -  BW1627
 BW1627  STATE/COUNTY-  LA/CATAHOULA
 BW1627  USGS QUAD   -  WALTERS (1995)
 BW1627
 BW1627                         *CURRENT SURVEY CONTROL
 BW1627  ___________________________________________________________________
 BW1627* NAD 83(1986)-  31 34 49.     (N)    091 58 18.     (W)     SCALED    
 BW1627* NAVD 88     -        16.86   (+/-2cm)      55.3    (feet)  VERTCON   
 BW1627  ___________________________________________________________________
 BW1627  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1627
 BW1627  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1627
 BW1627.The horizontal coordinates were scaled from a topographic map and have
 BW1627.an estimated accuracy of +/- 6 seconds.
 BW1627
 BW1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1627.The vertical order pertains to the NGVD 29 superseded value.
 BW1627
 BW1627.The geoid height was determined by GEOID03.
 BW1627
 BW1627;                    North         East    Units  Estimated Accuracy
 BW1627;SPC LA N     -   119,900.    1,050,150.      MT  (+/- 180 meters Scaled)
 BW1627
 BW1627                          SUPERSEDED SURVEY CONTROL
 BW1627
 BW1627  NGVD 29 (??/??/92)   16.856  (m)           55.30   (f) ADJ UNCH    1 2
 BW1627
 BW1627.Superseded values are not recommended for survey control.
 BW1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1627.See file dsdata.txt to determine how the superseded data were derived.
 BW1627
 BW1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ975943(NAD 83)
 BW1627_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1627_STAMPING: BM ARCHIE 55
 BW1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1627
 BW1627  HISTORY     - Date     Condition        Report By
 BW1627  HISTORY     - UNK      MONUMENTED       DOD
 BW1627  HISTORY     - 1966     GOOD             NGS
 BW1627
 BW1627                          STATION DESCRIPTION
 BW1627
 BW1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1627'9.85 MI W FROM JONESVILLE.
 BW1627'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1627'THE U.S. HIGHWAY 84 BRIDGE OVER BLACK RIVER AT JONESVILLE, THENCE 7.75
 BW1627'MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 1.55 MILES
 BW1627'WEST ALONG U.S. HIGHWAY 84 TO A METAL GATE NORTH OF THE HIGHWAY AND A
 BW1627'LONE PECAN TREE IN A CULTIVATED FIELD, THENCE ABOUT 0.1 MILE NORTH
 BW1627'ACROSS THE FIELD, IN SECTIN 16, T 7 N, R 5 E, ABOUT 0.15 MILE NORTH OF
 BW1627'THE JUNCTION OF U.S. HIGHWAY 84 AND OLD U.S. HIGHWAY 84, ABOUT 0.1
 BW1627'MILE SOUTHWEST OF THE LOUISIANA AND ARKANSAS RAILWAY OVERPASS, 273 1/2
 BW1627'FEET NORTH OF A LONE PECAN TREE, 34 FEET SOUTHEAST OF THE CENTER LINE
 BW1627'OF THE HIGHWAY, 179 FEET SOUTHWEST OF POWER POLE NUMBER 61-190 WHICH
 BW1627'BEARS A TRANSFORMER, 5 FEET SOUTHEAST OF A FENCE, 5.2 FEET SOUTHEAST
 BW1627'OF A METAL WITNESS POST.  ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW1627'A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND PROJECTS 1
 BW1627'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2866 ***********************************************************************
 BK2866  DESIGNATION -  ARDOIN
 BK2866  PID         -  BK2866
 BK2866  STATE/COUNTY-  LA/ACADIA
 BK2866  USGS QUAD   -  BASILE (1985)
 BK2866
 BK2866                         *CURRENT SURVEY CONTROL
 BK2866  ___________________________________________________________________
 BK2866* NAD 83(1992)-  30 23 33.19133(N)    092 34 30.68456(W)     ADJUSTED  
 BK2866* NAVD 88     -        11.14   (+/-2cm)      36.5  **(feet)  VERTCON   
 BK2866  **This station is located in a subsidence area (see below).
 BK2866  ___________________________________________________________________
 BK2866  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2866  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2866
 BK2866  HORZ ORDER  -  FIRST
 BK2866  VERT ORDER  -  THIRD ? (See Below)
 BK2866
 BK2866.The horizontal coordinates were established by classical geodetic methods
 BK2866.and adjusted by the National Geodetic Survey in January 1993..
 BK2866
 BK2866 ** The orthometric height has not been validated since last determined
 BK2866 ** by differential leveling and should not be used for control purposes.
 BK2866 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2866 ** area with valid NAVD 88 orthometric heights.
 BK2866 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2866 ** epoch indicated which incorporates improved geoid heights for the
 BK2866 ** Southern Louisiana Subsidence area.
 BK2866 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2866.The vertical order pertains to the NGVD 29 superseded value.
 BK2866
 BK2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2866
 BK2866.The geoid height was determined by GEOID03.
 BK2866
 BK2866;                    North         East     Units Scale Factor Converg.
 BK2866;SPC LA S     -   210,426.973   880,660.671   MT  0.99994903   -0 37 15.4
 BK2866;SPC LA S     -   690,375.83  2,889,300.88   sFT  0.99994903   -0 37 15.4
 BK2866;UTM  15      - 3,362,361.264   540,809.895   MT  0.99962055   +0 12 53.7
 BK2866
 BK2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2866!SPC LA S     -   1.00000256  x   0.99994903  =   0.99995159
 BK2866!UTM  15      -   1.00000256  x   0.99962055  =   0.99962311
 BK2866
 BK2866|---------------------------------------------------------------------|
 BK2866| PID    Reference Object                     Distance      Geod. Az  |
 BK2866|                                                           dddmmss.s |
 BK2866| BK2865 A 2503 LGS 1974                     103.761 METERS 07401     |
 BK2866| BK0966 1 V 35 LADTD                         26.192 METERS 09435     |
 BK2866| CV9561 A 2504                                             2020740.3 |
 BK2866| CV9602 ARDOIN RM 1                          28.466 METERS 25831     |
 BK2866|---------------------------------------------------------------------|
 BK2866
 BK2866                          SUPERSEDED SURVEY CONTROL
 BK2866
 BK2866  NAD 83(1986)-  30 23 33.21122(N)    092 34 30.67845(W) AD(       ) 1
 BK2866  NAD 27      -  30 23 32.48306(N)    092 34 30.18079(W) AD(       ) 1
 BK2866  NGVD 29 (07/19/86)   11.10   (m)           36.4    (f) LEVELING    3  
 BK2866
 BK2866.Superseded values are not recommended for survey control.
 BK2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2866.See file dsdata.txt to determine how the superseded data were derived.
 BK2866
 BK2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4081062361(NAD 83)
 BK2866_MARKER: DS = TRIANGULATION STATION DISK
 BK2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2866
 BK2866  HISTORY     - Date     Condition        Report By
 BK2866  HISTORY     - 1974     MONUMENTED       NGS
 BK2866
 BK2866                          STATION DESCRIPTION
 BK2866
 BK2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2866'THE STATION IS LOCATED 8-1/2 MILES SOUTHEAST OF ELTON, 7-3/4 MILES
 BK2866'NORTH OF EVANGELINE, 5-1/2 MILES SOUTH OF BASILE AND ON PROPERTY
 BK2866'OWNED BY MR. ELRIDGE ARDOIN OF BASILE, LOUISIANA, PHONE NUMBER
 BK2866'432-6748.
 BK2866'
 BK2866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 97 AND 100
 BK2866'IN EVANGELINE, GO NORTH ON STATE HIGHWAY 97 FOR 4.5 MILES TO THE
 BK2866'JUNCTION OF STATE HIGHWAYS 1123 AND 98.  CONTINUE NORTH ON STATE
 BK2866'HIGHWAYS 97 FOR 3.6 MILES TO A2504 (LDH) ON THE RIGHT.  CONTINUE
 BK2866'IN A NORTHERLY DIRECTION ON STATE HIGHWAY 97 FOR 0.4 MILE TO A SIDE
 BK2866'ROAD LEFT AND THE STATION IN THE NORTHWEST ANGLE OF THE
 BK2866'INTERSECTION.
 BK2866'
 BK2866'THE STATION MARKS ARE STANDARD DISKS STAMPED ARDOIN 1974.  THE
 BK2866'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2866'MONUMENT 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 160
 BK2866'FEET WEST OF THE CENTER OF STATE HIGHWAY 97, 97 FEET WEST OF THE
 BK2866'CENTER OF A FIELD ROAD, 54.4 FEET WEST-NORTHWEST OF A
 BK2866'RIGHT-OF-WAY MARKER, 49 FEET NORTH OF THE CENTER OF A GRAVELED
 BK2866'ROAD AND 22.5 FEET NORTH OF A CONCRETE GATE POST.  THE
 BK2866'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2866'CONCRETE 43 INCHES BELOW THE GROUND SURFACE.
 BK2866'
 BK2866'REFERENCE MARK 1, A STANDARD DISK STAMPED ARDOIN NO 1 1974, IS
 BK2866'CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE FOUNDATION FOR A
 BK2866'CATTLE GUARD.  IT IS 5 FEET WEST OF THE CENTER OF A FIELD ROAD AND 2
 BK2866'FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE CATTLE GUARD.
 BK2866'
 BK2866'BM 1V35 (LDH) IS A U. S. COAST AND GEODETIC SURVEY AND LOUISIANA
 BK2866'DEPARTMENT OF HIGHWAYS BENCH MARK DISK STAMPED 1V35 1968, SET IN THE
 BK2866'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BK2866'INCHES ABOVE THE GROUND SURFACE.  IT IS 75 FEET WEST OF THE CENTER
 BK2866'OF STATE HIGHWAY 97, 45 FEET WEST OF THE CENTER OF THE GRAVELED
 BK2866'ROAD, 40 FEET NORTHEAST OF THE RIGHT-OF-WAY MARKER AND 1 FOOT
 BK2866'NORTHWEST OF THE WIRE FENCE.
 BK2866'
 BK2866'A2503(LGS) IS A LOUISIANA GEODETIC SURVEY AND STATE CONTROL SURVEY
 BK2866'DISK STAMPED A2503, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 BK2866'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 40
 BK2866'FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 97, 16 FEET
 BK2866'WEST-NORTHWEST OF THE WEST EDGE OF A CANAL AND 1.2 FEET
 BK2866'EAST-SOUTHEAST OF A METAL WITNESS POST.
 BK2866'
 BK2866'A2504 (LGS) (AZ MK) IS A LOUISIANA GEODETIC SURVEY AND STATE CONTROL
 BK2866'SURVEY DISK, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 BK2866'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET
 BK2866'EAST OF THE CENTER OF STATE HIGHWAY 97, 17 FEET WEST OF THE WEST
 BK2866'EDGE OF THE CANAL, 1.7 FEET WEST OF A WIRE FENCE AND 1.2 FEET EAST
 BK2866'OF A METAL WITNESS POST.
 BK2866'
 BK2866'NEAREST TOWN--BASILE.
 BK2866'
 BK2866'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2680 ***********************************************************************
 BH2680  DESIGNATION -  ARK
 BH2680  PID         -  BH2680
 BH2680  STATE/COUNTY-  LA/ST BERNARD
 BH2680  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2680
 BH2680                         *CURRENT SURVEY CONTROL
 BH2680  ___________________________________________________________________
 BH2680* NAD 83(1992)-  30 08 26.31416(N)    089 26 02.16073(W)     ADJUSTED  
 BH2680* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 BH2680  ___________________________________________________________________
 BH2680  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BH2680  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH2680
 BH2680  HORZ ORDER  -  SECOND
 BH2680
 BH2680.The horizontal coordinates were established by classical geodetic methods
 BH2680.and adjusted by the National Geodetic Survey in May 1994..
 BH2680
 BH2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2680
 BH2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2680
 BH2680.The geoid height was determined by GEOID03.
 BH2680
 BH2680;                    North         East     Units Scale Factor Converg.
 BH2680;SPC LA S     -   183,372.640 1,182,985.622   MT  0.99992871   +0 56 59.0
 BH2680;SPC LA S     -   601,615.07  3,881,178.66   sFT  0.99992871   +0 56 59.0
 BH2680;SPC MS E     -    71,163.629   242,134.573   MT  0.99999129   -0 18 05.7
 BH2680;SPC MS E     -   233,476.01    794,403.18   sFT  0.99999129   -0 18 05.7
 BH2680;UTM  16      - 3,336,871.287   265,549.250   MT  1.00027820   -1 13 21.7
 BH2680
 BH2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2680!SPC LA S     -   1.00000403  x   0.99992871  =   0.99993274
 BH2680!SPC MS E     -   1.00000403  x   0.99999129  =   0.99999532
 BH2680!UTM  16      -   1.00000403  x   1.00027820  =   1.00028223
 BH2680
 BH2680:                Primary Azimuth Mark                     Grid Az
 BH2680:SPC LA S     -  ST JOSEPH ISLAND LIGHT                   007 41 56.1
 BH2680:SPC MS E     -  ST JOSEPH ISLAND LIGHT                   008 57 00.8
 BH2680:UTM  16      -  ST JOSEPH ISLAND LIGHT                   009 52 16.8
 BH2680
 BH2680|---------------------------------------------------------------------|
 BH2680| PID    Reference Object                     Distance      Geod. Az  |
 BH2680|                                                           dddmmss.s |
 BH2680| BH2675 ST JOSEPH ISLAND LIGHT              APPROX. 4.8 KM 0083855.1 |
 BH2680| BH2681 MOON 1909                            37.439 METERS 06958     |
 BH2680| DD8297 ARK RM 2                             29.897 METERS 22236     |
 BH2680| BH2779 LAKE BORGNE RANGE REAR LIGHT        APPROX.19.8 KM 2684057.8 |
 BH2680| DD8296 ARK RM 1                             25.820 METERS 29549     |
 BH2680|---------------------------------------------------------------------|
 BH2680
 BH2680                          SUPERSEDED SURVEY CONTROL
 BH2680
 BH2680  NAD 83(1992)-  30 08 26.32596(N)    089 26 02.15433(W) AD(       ) 2
 BH2680  NAD 83(1986)-  30 08 26.32662(N)    089 26 02.15499(W) AD(       ) 2
 BH2680  NAD 27      -  30 08 25.60900(N)    089 26 01.98030(W) AD(       ) 2
 BH2680  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 BH2680
 BH2680.Superseded values are not recommended for survey control.
 BH2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2680.See file dsdata.txt to determine how the superseded data were derived.
 BH2680
 BH2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6554936871(NAD 83)
 BH2680_MARKER: DS = TRIANGULATION STATION DISK
 BH2680_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2680_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2680
 BH2680  HISTORY     - Date     Condition        Report By
 BH2680  HISTORY     - 1934     MONUMENTED       CGS
 BH2680  HISTORY     - 1946     GOOD             CGS
 BH2680  HISTORY     - 1952     GOOD             CGS
 BH2680  HISTORY     - 1966     GOOD             CGS
 BH2680  HISTORY     - 1971     GOOD             NGS
 BH2680
 BH2680                          STATION DESCRIPTION
 BH2680
 BH2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2680'STATION IS ON GRAND ISLAND, ON THE WESTERN SIDE OF THE LARGE BIGHT
 BH2680'OR ESTUARY ON THE NW SIDE OF THE ISLAND, ABOUT 0.3 MILE S BY E OF
 BH2680'THE POINT, 44.5 METERS FROM SHORE LINE OF BIGHT AND 0.15 MILE N BY
 BH2680'W OF THE MOUTH OF THE SMALL BAYOU THAT ENTERS THE BIGHT FROM THE W
 BH2680'NEAR THE POINT WHERE THE SHORE LINE OF THE BIGHT TURNS IN AN
 BH2680'EASTERLY DIRECTION. 37.437 METERS INSHORE FROM OLD
 BH2680'MISSISSIPPI-LOUISIANA BOUNDARY RANGE MARK MOON.
 BH2680'
 BH2680'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 BH2680'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET
 BH2680'IN CONCRETE IN THE TOP OF A TILE.
 BH2680'
 BH2680'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 BH2680
 BH2680                          STATION RECOVERY (1946)
 BH2680
 BH2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2680'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDTION. THE
 BH2680'DESCRIPTION IS ADEQUATE EXCEPT THAT THE ISLAND IS KNOWN AS HALF MOON
 BH2680'ISLAND INSTEAD OF GRAND ISLAND.
 BH2680
 BH2680                          STATION RECOVERY (1952)
 BH2680
 BH2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2680'STATION MARK, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BH2680'DISTANCES AND ANGLES TO REFERENCE MARKS WERE MEASURED AND FOUND
 BH2680'CORRECT. THE 1934 DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 BH2680'FOLLOWING--
 BH2680'
 BH2680'SHORELINE OF BIGHT IS NOW 39.0 METERS IN N 52 DEG E
 BH2680'INSTEAD OF 44.5 METERS PREVIOUSLY SHOWN.
 BH2680'
 BH2680'HEIGHT OF SIGNAL - 6.10 METERS (TOP OF 6-FOOT BANNER).
 BH2680
 BH2680                          STATION RECOVERY (1966)
 BH2680
 BH2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2680'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 BH2680'IN GOOD CONDTION. THE DISTANCES TO BOTH REFERENCE MARKS CHECKED. THE
 BH2680'ANGLE BETWEEN THE REFERENCE MARKS CHECKED.
 BH2680'
 BH2680'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 BH2680'
 BH2680'STATION IS ABOUT 14 MILES SOUTHWEST OF WAVELAND, 7 MILES NORTHEAST
 BH2680'OF MALHEREUX PT., IN MARSHLAND AND NEAR THE CENTER OF AN ISLAND
 BH2680'KNOWN AS HALF MOON ISLAND.
 BH2680'
 BH2680'STATION MARK, A STANDARD DISK STAMPED ARK, IS SET IN THE TOP OF A 6
 BH2680'INCH TERRA COTTA TILE FLUSH WITH THE GROUND SURFACE. IT IS 100 FEET
 BH2680'WEST OF THE WATERS EDGE AND 2.3 FEET SOUTHEAST OF A METAL WITNESS
 BH2680'POST.
 BH2680'
 BH2680'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ARK REF NO 1, IS SET
 BH2680'IN THE TOP OF A 6 INCH TERRA COTTA TILE WHICH PROJECTS 5 INCHES. IT
 BH2680'IS 120 FEET WEST OF THE WATERS EDGE AND 0.8 FEET EAST OF A METAL
 BH2680'WITNESS POST.
 BH2680'
 BH2680'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ARK REF NO 2, IS SET
 BH2680'IN THE TOP OF A 6 INCH TERRA COTTA TILE FLUSH WITH THE GROUND
 BH2680'SURFACE.  IT IS ABOUT 50 FEET NORTHEAST OF A SMALL CANAL AND 1 FOOT
 BH2680'NORTHEAST OF A METAL WITNESS POST.
 BH2680'
 BH2680'MOON 1909, IS THREE NAILS FORMING A TRIANGLE CEMENTED IN A LARGE
 BH2680'MASS OF CONCRETE NEAR THE CENTER WITH THREE 2 FOOT SQUARE POST AND
 BH2680'NO STAMPING. IT IS 10 FEET EAST OF THE SHORE IN ABOUT 2 FEET OF
 BH2680'WATER.
 BH2680'
 BH2680'NOTE--NO AZIMUTH MARK ESTABLISHED AT THIS TIME. THE STATION CAN BE
 BH2680'REACHED BY AIRCRAFT OR BOAT.
 BH2680
 BH2680                          STATION RECOVERY (1971)
 BH2680
 BH2680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2680'STATION MARK WAS RECOVERED IN FAIR CONDITION IN THREE INCHES OF
 BH2680'MUD AND WATER.  REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN
 BH2680'GOOD CONDITION.  RECOVERY NOTE BY L.M. CHASE IN 1966 IS ADEQUATE
 BH2680'FOR RECOVERY WITH THE FOLLOWING CHANGE.  THE STATION IS NOW 89
 BH2680'FEET WEST OF MHWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2068 ***********************************************************************
 DK2068  DESIGNATION -  ARKLA
 DK2068  PID         -  DK2068
 DK2068  STATE/COUNTY-  LA/MOREHOUSE
 DK2068  USGS QUAD   -  WILMOT SW (1960)
 DK2068
 DK2068                         *CURRENT SURVEY CONTROL
 DK2068  ___________________________________________________________________
 DK2068* NAD 83(1992)-  33 00 26.92914(N)    091 43 50.02012(W)     ADJUSTED  
 DK2068* NAVD 88     -        49.2    (meters)     161.     (feet)  VERTCON   
 DK2068  ___________________________________________________________________
 DK2068  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DK2068  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DK2068
 DK2068  HORZ ORDER  -  SECOND
 DK2068
 DK2068.The horizontal coordinates were established by classical geodetic methods
 DK2068.and adjusted by the National Geodetic Survey in September 1999..
 DK2068
 DK2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2068
 DK2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2068
 DK2068.The geoid height was determined by GEOID03.
 DK2068
 DK2068;                    North         East     Units Scale Factor Converg.
 DK2068;SPC LA N     -   278,290.652 1,071,906.728   MT  1.00009549   +0 24 24.5
 DK2068;SPC LA N     -   913,025.25  3,516,747.32   sFT  1.00009549   +0 24 24.5
 DK2068;UTM  15      - 3,652,831.876   618,579.656   MT  0.99977337   +0 41 29.8
 DK2068
 DK2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2068!SPC LA N     -   0.99999634  x   1.00009549  =   1.00009183
 DK2068!UTM  15      -   0.99999634  x   0.99977337  =   0.99976971
 DK2068
 DK2068:                Primary Azimuth Mark                     Grid Az
 DK2068:SPC LA N     -  PIONEER                                  089 53 29.9
 DK2068:UTM  15      -  PIONEER                                  089 36 24.6
 DK2068
 DK2068|---------------------------------------------------------------------|
 DK2068| PID    Reference Object                     Distance      Geod. Az  |
 DK2068|                                                           dddmmss.s |
 DK2068| DK2067 PIONEER                             APPROX.10.0 KM 0901754.4 |
 DK2068| CY5185 ARKLA RM 1                           29.995 METERS 15546     |
 DK2068| CY5184 ARKLA AZ MK                                        1843545.5 |
 DK2068| CY5186 ARKLA RM 2                           41.666 METERS 21557     |
 DK2068| CP3146 BASTROP TEXAS GAS KKE 271 MAST      APPROX.12.8 KM 2451912.2 |
 DK2068|---------------------------------------------------------------------|
 DK2068
 DK2068                          SUPERSEDED SURVEY CONTROL
 DK2068
 DK2068  NAD 83(1992)-  33 00 26.93165(N)    091 43 50.01652(W) AD(       ) 2
 DK2068  NAD 83(1986)-  33 00 26.94204(N)    091 43 50.01306(W) AD(       ) 2
 DK2068  NAD 27      -  33 00 26.48395(N)    091 43 49.56481(W) AD(       ) 2
 DK2068  NGVD 29 (07/19/86)   49.3    (m)          162.     (f) VERT ANG       
 DK2068
 DK2068.Superseded values are not recommended for survey control.
 DK2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2068.See file dsdata.txt to determine how the superseded data were derived.
 DK2068
 DK2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1858052832(NAD 83)
 DK2068_MARKER: DS = TRIANGULATION STATION DISK
 DK2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2068
 DK2068  HISTORY     - Date     Condition        Report By
 DK2068  HISTORY     - 1970     MONUMENTED       NGS
 DK2068
 DK2068                          STATION DESCRIPTION
 DK2068
 DK2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 DK2068'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND
 DK2068'BRUSH ON LINE.
 DK2068'
 DK2068'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF BONITA, 5-1/2
 DK2068'MILES NORTHWEST OF JONES, IN THE SOUTHWEST EDGE OF THE SOUTHWEST
 DK2068'1/4 OF SECTION 2, T 23 N, R 7 E, IN THE NORTHEAST ANGLE OF A
 DK2068'GRAVELED CROSS ROADS AND ON THE PROPERTY OF THE GEORGIA-PACIFIC
 DK2068'CORP., POST OFFICE BOX 352, CROSSETT, ARKANSAS.
 DK2068'
 DK2068'TO REACH THE STATION FROM THE POST OFFICE IN JONES, GO NORTH
 DK2068'ON U.S. HIGHWAY 165 FOR 0.4 MILE TO A CROSS ROAD (STATE HIGHWAY
 DK2068'834).  TURN LEFT AND GO WEST CROSSING RAIL ROAD TRACKS FOR 0.05
 DK2068'MILE TO A T-ROAD JUNCTION.  TURN RIGHT AND GO NORTH AND
 DK2068'NORTHWESTERLY ON STATE HIGHWAY 834 FOR 1.6 MILES TO A BRIDGE OVER
 DK2068'BARTHOLOMEW BAYOU.  TURN LEFT AND GO WEST CROSSING BRIDGE ON
 DK2068'STATE HIGHWAY 834 FOR 0.15 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 DK2068'AHEAD WESTERLY AND SOUTHWESTERLY ON STATE HIGHWAY 834 3.1
 DK2068'MILES TO A BRIDGE OVER OVERFLOW CREEK.  CONTINUE NORTHWESTERLY
 DK2068'ON STATE HIGHWAY 834 FOR 2.15 MILES TO A GRAVELED SIDE
 DK2068'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD
 DK2068'FOR 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DK2068'NORTH ON GRAVELED ROAD FOR 0.15 MILE TO THE STATION IN THE
 DK2068'NORTHEAST ANGLE OF A GRAVELED CROSS ROAD.
 DK2068'
 DK2068'STATION MARKS ARE STANDARD DISKS STAMPED ARKLA 1970.  THE
 DK2068'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DK2068'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 41 FEET WEST OF A 24-INCH
 DK2068'PINE TREE, 40 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND
 DK2068'6 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND
 DK2068'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 DK2068'INCHES BELOW THE GROUND SURFACE.
 DK2068'
 DK2068'REFERENCE MARK 1, A STANDARD DISK STAMPED ARKLA NO 1 1970, IS
 DK2068'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUEMENT THAT
 DK2068'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET EAST
 DK2068'OF THE CENTER OF A GRAVELED ROAD, 40 FEET NORTH OF THE CENTER OF
 DK2068'A GRAVELED ROAD AND 27 FEET SOUTHEAST OF A 24-INCH PINE TREE.
 DK2068'
 DK2068'REFERENCE MARK 2, A STANDARD DISK STAMPED ARKLA NO 2 1970, IS
 DK2068'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DK2068'IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET WEST-NORTHWEST
 DK2068'OF THE CENTER OF THE INTERSECTION OF THE GRAVELED ROADS, 23 FEET
 DK2068'SOUTHEAST OF AN 18-INCH PINE TREE AND 19 FEET NORTH OF THE CENTER
 DK2068'OF A GRAVELED ROAD.
 DK2068'
 DK2068'THE AZIMUTH MARK, A STANDARD DISK STAMPED ARKLA 1970, IS SET
 DK2068'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DK2068'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET WEST
 DK2068'OF THE CENTER OF THE GRAVELED ROAD, 13 FEET NORTH-NORTHWEST OF A
 DK2068'24-INCH PINE TREE AND 2.4 FEET EAST OF A METAL WITNESS POST
 DK2068'WITH SIGN.
 DK2068'
 DK2068'HEIGHT OF LIGHT ABOVE STATION MARK 41.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1965 ***********************************************************************
 BJ1965  DESIGNATION -  ARLINGTON BOLT
 BJ1965  PID         -  BJ1965
 BJ1965  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1965  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ1965
 BJ1965                         *CURRENT SURVEY CONTROL
 BJ1965  ___________________________________________________________________
 BJ1965* NAD 83(1986)-  30 23 54.     (N)    091 12 10.     (W)     SCALED    
 BJ1965* NAVD 88     -         6.37   (+/-2cm)      20.9    (feet)  VERTCON   
 BJ1965  ___________________________________________________________________
 BJ1965  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1965
 BJ1965  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1965
 BJ1965.The horizontal coordinates were scaled from a topographic map and have
 BJ1965.an estimated accuracy of +/- 6 seconds.
 BJ1965
 BJ1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1965.The vertical order pertains to the NGVD 29 superseded value.
 BJ1965
 BJ1965.The geoid height was determined by GEOID03.
 BJ1965
 BJ1965;                    North         East    Units  Estimated Accuracy
 BJ1965;SPC LA S     -   210,430.    1,012,550.      MT  (+/- 180 meters Scaled)
 BJ1965
 BJ1965                          SUPERSEDED SURVEY CONTROL
 BJ1965
 BJ1965  NGVD 29 (??/??/??)    6.389  (m)           20.96   (f) ADJUSTED    1 2
 BJ1965
 BJ1965.Superseded values are not recommended for survey control.
 BJ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1965.See file dsdata.txt to determine how the superseded data were derived.
 BJ1965
 BJ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP726642(NAD 83)
 BJ1965_MARKER: B = BOLT
 BJ1965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1965_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1965_STAMPING: P.B.M. ARLINGTON 1909
 BJ1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1965
 BJ1965  HISTORY     - Date     Condition        Report By
 BJ1965  HISTORY     - 1909     MONUMENTED       DOD
 BJ1965  HISTORY     - 1955     GOOD             CGS
 BJ1965
 BJ1965                          STATION DESCRIPTION
 BJ1965
 BJ1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1965'3.5 MI S FROM BATON ROUGE.
 BJ1965'LOCATED 3.5 MILES SOUTH, ALONG THE LEVEE ROAD FROM THE ILLINOIS
 BJ1965'CENTRAL RAILROAD STATION IN BATON ROUGE, 0.3 MILES NORTH OF A GRAVELED
 BJ1965'ROAD LEADING EAST FROM THE LEVEE ROAD, AT A T FENCE CORNER IN THE
 BJ1965'NORTHWEST CORNER OF A PASTURE.  IT IS 55 FEET EAST OF THE CENTERLINE
 BJ1965'OF THE LEVEE ROAD, 28 FEET EAST OF POWER POLE NO. 79, 6 FEET SOUTH OF
 BJ1965'AN EAST-WEST DITCH AND FENCE LINE AND 65 PACES EAST OF A LONE OAK TREE
 BJ1965'IN THE PASTURE.  IT IS A COPPER BOLT LEADED IN THE TOP OF A TILE ABOUT
 BJ1965'2 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BJ1965'BEARING THE CORPS OF ENGINEERS, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0995 ***********************************************************************
 BJ0995  DESIGNATION -  ARLINGTON CAP RESET
 BJ0995  PID         -  BJ0995
 BJ0995  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0995  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0995
 BJ0995                         *CURRENT SURVEY CONTROL
 BJ0995  ___________________________________________________________________
 BJ0995* NAD 83(1986)-  30 23 54.     (N)    091 12 11.     (W)     SCALED    
 BJ0995* NAVD 88     -         7.494  (meters)      24.59   (feet)  ADJUSTED  
 BJ0995  ___________________________________________________________________
 BJ0995  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0995  DYNAMIC HT  -           7.484 (meters)      24.55  (feet)  COMP
 BJ0995  MODELED GRAV-     979,332.9   (mgal)                       NAVD 88
 BJ0995
 BJ0995  VERT ORDER  -  FIRST     CLASS I
 BJ0995
 BJ0995.The horizontal coordinates were scaled from a topographic map and have
 BJ0995.an estimated accuracy of +/- 6 seconds.
 BJ0995
 BJ0995.The orthometric height was determined by differential leveling
 BJ0995.and adjusted by the National Geodetic Survey in February 1994..
 BJ0995
 BJ0995.The geoid height was determined by GEOID03.
 BJ0995
 BJ0995.The dynamic height is computed by dividing the NAVD 88
 BJ0995.geopotential number by the normal gravity value computed on the
 BJ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0995.degrees latitude (g = 980.6199 gals.).
 BJ0995
 BJ0995.The modeled gravity was interpolated from observed gravity values.
 BJ0995
 BJ0995;                    North         East    Units  Estimated Accuracy
 BJ0995;SPC LA S     -   210,430.    1,012,520.      MT  (+/- 180 meters Scaled)
 BJ0995
 BJ0995                          SUPERSEDED SURVEY CONTROL
 BJ0995
 BJ0995  NGVD 29 (??/??/??)    7.529  (m)           24.70   (f) ADJUSTED    1 1
 BJ0995
 BJ0995.Superseded values are not recommended for survey control.
 BJ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0995.See file dsdata.txt to determine how the superseded data were derived.
 BJ0995
 BJ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP726642(NAD 83)
 BJ0995_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0995_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0995_SP_SET: SHALLOW-SET PIPE
 BJ0995_STAMPING: PBM ARLINGTON 1909 CAP RESET 1958
 BJ0995_MARK LOGO: USE   
 BJ0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0995
 BJ0995  HISTORY     - Date     Condition        Report By
 BJ0995  HISTORY     - 1958     MONUMENTED       USE
 BJ0995  HISTORY     - 1969     GOOD             LADTD
 BJ0995  HISTORY     - 1976     GOOD             NGS
 BJ0995  HISTORY     - 1986     GOOD             NGS
 BJ0995
 BJ0995                          STATION DESCRIPTION
 BJ0995
 BJ0995'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ0995'3.4 MI S FROM BATON ROUGE.
 BJ0995'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 327 AND THE RIVER ROAD FROM
 BJ0995'THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, ABOUT 0.3 MILE
 BJ0995'NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST, NEAR THE
 BJ0995'NORTHWEST CORNER OF A PASTURE, NEAR A FENCE CORNER, 61 FEET EAST OF
 BJ0995'THE CENTERLINE OF THE HIGHWAY, 22 FEET EAST OF POWER LINE POLE NO. 78,
 BJ0995'177 FEET NORTHWEST OF A LONE 36 INCH PECAN TREE IN PASTURE, 2.7 FEET
 BJ0995'SOUTH OF AN EAST-WEST FENCE LINE, 2 FEET SOUTH OF A METAL WITNESS
 BJ0995'POST.  A CAP SET ON THE TOP OF AN IRON PIPE PROJECTING 12 INCHES ABOVE
 BJ0995'THE LEVEL OF THE GROUND.
 BJ0995
 BJ0995                          STATION RECOVERY (1976)
 BJ0995
 BJ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0995'2.9 MILE SOUTH ALONG RIVER ROAD FROM THE INTERSTATE HIGHWAY 10 BRIDGE
 BJ0995'OVERPASS, 61 FT EAST OF THE CENTER LINE OF RIVER ROAD, 21.5 FT EAST
 BJ0995'OF POWER POLE NUMBER 78, 178 FT WEST OF A 60 INCH PECAN TREE, 4 FT
 BJ0995'SOUTH OF SOUTH EDGE OF A DITCH, A CAP SET ON TOP OF A IRON PIPE
 BJ0995'PROJECTING 1 FT ABOVE GROUND AND ENCASED IN CONCRETE, 0.3 MILE NORTH
 BJ0995'OF BRIGHTSIDE DRIVE JUNCTION.
 BJ0995
 BJ0995                          STATION RECOVERY (1986)
 BJ0995
 BJ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3112 ***********************************************************************
 CQ3112  DESIGNATION -  ARMIS
 CQ3112  PID         -  CQ3112
 CQ3112  STATE/COUNTY-  LA/RED RIVER
 CQ3112  USGS QUAD   -  HARMON (1980)
 CQ3112
 CQ3112                         *CURRENT SURVEY CONTROL
 CQ3112  ___________________________________________________________________
 CQ3112* NAD 83(1992)-  32 00 30.83935(N)    093 22 57.35233(W)     ADJUSTED  
 CQ3112* NAVD 88     -        42.8    (meters)     140.     (feet)  VERTCON   
 CQ3112  ___________________________________________________________________
 CQ3112  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CQ3112  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3112
 CQ3112  HORZ ORDER  -  SECOND
 CQ3112
 CQ3112.The horizontal coordinates were established by classical geodetic methods
 CQ3112.and adjusted by the National Geodetic Survey in January 1993..
 CQ3112
 CQ3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3112
 CQ3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3112
 CQ3112.The geoid height was determined by GEOID03.
 CQ3112
 CQ3112;                    North         East     Units Scale Factor Converg.
 CQ3112;SPC LA N     -   167,601.806   916,616.237   MT  0.99991599   -0 27 59.9
 CQ3112;SPC LA N     -   549,873.59  3,007,265.10   sFT  0.99991599   -0 27 59.9
 CQ3112;UTM  15      - 3,541,449.174   463,864.828   MT  0.99961610   -0 12 10.1
 CQ3112
 CQ3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3112!SPC LA N     -   0.99999734  x   0.99991599  =   0.99991333
 CQ3112!UTM  15      -   0.99999734  x   0.99961610  =   0.99961344
 CQ3112
 CQ3112:                Primary Azimuth Mark                     Grid Az
 CQ3112:SPC LA N     -  ARMIS AZ MK                              157 08 25.5
 CQ3112:UTM  15      -  ARMIS AZ MK                              156 52 35.7
 CQ3112
 CQ3112|---------------------------------------------------------------------|
 CQ3112| PID    Reference Object                     Distance      Geod. Az  |
 CQ3112|                                                           dddmmss.s |
 CQ3112| CX4938 ARMIS AZ MK                                        1564025.6 |
 CQ3112| CX4939 ARMIS RM 1                            7.671 METERS 21723     |
 CQ3112| CQ3113 ARMIS RM 2                            8.398 METERS 30036     |
 CQ3112|---------------------------------------------------------------------|
 CQ3112
 CQ3112                          SUPERSEDED SURVEY CONTROL
 CQ3112
 CQ3112  NAD 83(1986)-  32 00 30.85265(N)    093 22 57.34653(W) AD(       ) 2
 CQ3112  NAD 27      -  32 00 30.27287(N)    093 22 56.72048(W) AD(       ) 2
 CQ3112  NGVD 29 (07/19/86)   42.9    (m)          141.     (f) VERT ANG       
 CQ3112
 CQ3112.Superseded values are not recommended for survey control.
 CQ3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3112.See file dsdata.txt to determine how the superseded data were derived.
 CQ3112
 CQ3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6386541449(NAD 83)
 CQ3112_MARKER: DD = SURVEY DISK
 CQ3112_SETTING: 0 = UNSPECIFIED SETTING
 CQ3112
 CQ3112  HISTORY     - Date     Condition        Report By
 CQ3112  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3112  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ3112
 CQ3112                          STATION DESCRIPTION
 CQ3112
 CQ3112'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3112'THE STATION IS LOCATED 0.5 MILE NORTH OF ARMSTEAD AND 1.70
 CQ3112'MILES WEST OF COUSHATTA AND ON PROPERTY OWNED BY PARISH.  IT IS
 CQ3112'76.0 FEET NORTH OF A GRAVEL ROAD FOLLOWING LEVEE, 63.0 FEET
 CQ3112'NORTH OF A METAL WITNESS POST AND SIGN, 61.70 FEET NORTH OF A
 CQ3112'FENCE AT TOE OF LEVEE, 4.60 FEET NORTH OF THE CENTER OF THE
 CQ3112'LEVEE, 54.50 FEET SOUTHEAST OF SMALL LEVEE JOINING LARGE LEVEE
 CQ3112'THAT STATION IS SET IN, AND 56.0 FEET EAST OF A GOVERNMENT
 CQ3112'BENCH MARK.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3112'U.S. COAST AND GEODETIC SURVEY DISK, STAMPED ARMIS 1969
 CQ3112'PROJECTING 0 INCHES.
 CQ3112'
 CQ3112'REFERENCE MARK NO. 1 IS 25.17 FEET SOUTH OF THE STATION.  IT
 CQ3112'IS 51.0 FEET NORTH OF GRAVEL ROAD FOLLOWING LEVEE, 38.0 FEET
 CQ3112'NORTH OF A METAL WITNESS POST AND SIGN, 36.70 FEET NORTH OF A
 CQ3112'FENCE, 66.0 FEET SOUTH OF JUNCTION OF SMALL LEVEE AND LARGE
 CQ3112'LEVEE, 19.0 FEET SOUTH OF CENTER OF LARGE LEVEE, AND 46.10
 CQ3112'FEET EAST OF GOVERNMENT BENCH MARK.  IT IS A LOUISIANA
 CQ3112'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK,
 CQ3112'STAMPED R.M. NO. 1 ARMIS 1969, PROJECTING 0 INCHES.
 CQ3112'
 CQ3112'REFERENCE MARK NO. 2 IS 27.54 FEET NORTHWEST OF THE STATION.  IT
 CQ3112'IS 81.0 FEET NORTH-NORTHEAST OF CENTER OF GRAVEL ROAD FOLLOWING
 CQ3112'LEVEE, 63.70 FEET NORTHEAST OF A FENCE, 68.20 FEET NORTHEAST OF
 CQ3112'A METAL WITNESS POST AND SIGN, 31.0 FEET SOUTH OF JUNCTION OF
 CQ3112'MAIN LEVEE AND SMALL LEVEE, 4.80 FEET SOUTH OF CENTER OF MAIN
 CQ3112'LEVEE, AND 34.65 FEET EAST-NORTHEAST OF GOVERNMENT BENCH
 CQ3112'MARK.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 CQ3112'AND GEODETIC SURVEY DISK, STAMPED R.M. NO. 2 ARMIS 1969,
 CQ3112'PROJECTING 0 INCHES.
 CQ3112'
 CQ3112'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 35.05
 CQ3112'FEET.
 CQ3112'
 CQ3112'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 38.60
 CQ3112'FEET WEST OF CENTER OF STATE HIGHWAY 1 AND U.S. HIGHWAY 84,
 CQ3112'62.0 FEET NORTH OF CENTER OF STATE HIGHWAY 510, 62.0 FEET
 CQ3112'NORTHWEST OF A GAS METER, 31.25 FEET NORTHEAST OF A MAIL BOX
 CQ3112'(J.A. PATRIC), 115.0 FEET NORTH OF NORTH GAS PUMP AT A CITGO
 CQ3112'SERVICE STATION, AND 27.30 FEET SOUTHWEST OF A NO PARKING SIGN
 CQ3112'ON STATE HIGHWAY 1.
 CQ3112'
 CQ3112'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW STATE
 CQ3112'HIGHWAY 1 SOUTH FOR 0.5 MILE TO MARK SET IN NORTHWEST QUADRANT
 CQ3112'OF INTERSECTION OF STATE HIGHWAY 1 AND STATE HIGHWAY 510.  IT
 CQ3112'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 CQ3112'GEODETIC SURVEY DISK STAMPED AZ.MK. ARMIS 1969, PROJECTING
 CQ3112'3 INCHES.
 CQ3112'
 CQ3112'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CQ3112'84 AND STATE HIGHWAY 1 IN ARMISTEAD, FOLLOW STATE HIGHWAY 1 AND
 CQ3112'U.S. HIGHWAY 84 NORTH FOR 0.5 MILE TO GRAVEL ROAD LEADING EAST,
 CQ3112'FOLLOW GRAVEL ROAD FOR 0.1 MILE ALONG LEVEE TO STATION SET ON
 CQ3112'TOP OF LEVEE.
 CQ3112'
 CQ3112'CUT IN TELEVISION TRANSMISSION MAST IN COUSHATTA.
 CQ3112
 CQ3112                          STATION RECOVERY (1997)
 CQ3112
 CQ3112'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3113 ***********************************************************************
 CQ3113  DESIGNATION -  ARMIS RM 2
 CQ3113  PID         -  CQ3113
 CQ3113  STATE/COUNTY-  LA/RED RIVER
 CQ3113  USGS QUAD   -  HARMON (1980)
 CQ3113
 CQ3113                         *CURRENT SURVEY CONTROL
 CQ3113  ___________________________________________________________________
 CQ3113* NAD 83(1992)-  32 00 30.97812(N)    093 22 57.62777(W)     ADJUSTED  
 CQ3113* NAVD 88     -        42.9    (meters)     141.     (feet)  VERTCON   
 CQ3113  ___________________________________________________________________
 CQ3113  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CQ3113  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3113
 CQ3113  HORZ ORDER  -  SECOND
 CQ3113
 CQ3113.The horizontal coordinates were established by classical geodetic methods
 CQ3113.and adjusted by the National Geodetic Survey in January 1993..
 CQ3113
 CQ3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3113
 CQ3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3113
 CQ3113.The geoid height was determined by GEOID03.
 CQ3113
 CQ3113;                    North         East     Units Scale Factor Converg.
 CQ3113;SPC LA N     -   167,606.139   916,609.043   MT  0.99991599   -0 28 00.0
 CQ3113;SPC LA N     -   549,887.81  3,007,241.50   sFT  0.99991599   -0 28 00.0
 CQ3113;UTM  15      - 3,541,453.472   463,857.617   MT  0.99961611   -0 12 10.2
 CQ3113
 CQ3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3113!SPC LA N     -   0.99999733  x   0.99991599  =   0.99991332
 CQ3113!UTM  15      -   0.99999733  x   0.99961611  =   0.99961344
 CQ3113
 CQ3113|---------------------------------------------------------------------|
 CQ3113| PID    Reference Object                     Distance      Geod. Az  |
 CQ3113|                                                           dddmmss.s |
 CQ3113| CQ3112 ARMIS                                 8.398 METERS 12036     |
 CQ3113| CQ3110 GREEN                               APPROX. 1.9 KM 2550012.5 |
 CQ3113|---------------------------------------------------------------------|
 CQ3113
 CQ3113                          SUPERSEDED SURVEY CONTROL
 CQ3113
 CQ3113  NAD 83(1986)-  32 00 30.99141(N)    093 22 57.62196(W) AD(       ) 2
 CQ3113  NAD 27      -  32 00 30.41163(N)    093 22 56.99592(W) AD(       ) 2
 CQ3113  NGVD 29 (07/19/86)   43.0    (m)          141.     (f) VERT ANG       
 CQ3113
 CQ3113.Superseded values are not recommended for survey control.
 CQ3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3113.See file dsdata.txt to determine how the superseded data were derived.
 CQ3113
 CQ3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6385841453(NAD 83)
 CQ3113_MARKER: DD = SURVEY DISK
 CQ3113_SETTING: 0 = UNSPECIFIED SETTING
 CQ3113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3113
 CQ3113  HISTORY     - Date     Condition        Report By
 CQ3113  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3113  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ3113
 CQ3113                          STATION DESCRIPTION
 CQ3113
 CQ3113'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3113'THE STATION IS LOCATED 0.5 MILE NORTH OF ARMSTEAD AND 1.70
 CQ3113'MILES WEST OF COUSHATTA AND ON PROPERTY OWNED BY PARISH.
 CQ3113'
 CQ3113'REFERENCE MARK NO. 2 IS 27.54 FEET NORTHWEST OF THE
 CQ3113'STATION.  IT IS 81.0 FEET NORTH-NORTHEAST OF CENTER OF GRAVEL
 CQ3113'ROAD FOLLOWING LEVEE, 63.70 FEET NORTHEAST OF A FENCE, 68.20
 CQ3113'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 31.0 FEET
 CQ3113'SOUTH OF JUNCTION OF MAIN LEVEE AND SMALL LEVEE, 4.80 FEET
 CQ3113'SOUTH OF CENTER OF MAIN LEVEE, AND 34.65 FEET EAST-NORTHEAST
 CQ3113'OF GOVERNMENT BENCH MARK.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3113'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK, STAMPED
 CQ3113'R.M. NO. 2 ARMIS 1969, PROJECTING 0 INCHES.
 CQ3113'
 CQ3113'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 35.05
 CQ3113'FEET.
 CQ3113'
 CQ3113'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 84
 CQ3113'AND STATE HIGHWAY 1 IN ARMISTEAD, FOLLOW STATE HIGHWAY 1 AND
 CQ3113'U.S. HIGHWAY 84 NORTH FOR 0.5 MILE TO GRAVEL ROAD LEADING EAST,
 CQ3113'FOLLOW GRAVEL ROAD FOR 0.1 MILE ALONG LEVEE TO STATION SET ON TOP
 CQ3113'OF LEVEE.
 CQ3113
 CQ3113                          STATION RECOVERY (1997)
 CQ3113
 CQ3113'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1524 ***********************************************************************
 CQ1524  DESIGNATION -  ARMISTEAD 1 BOLT
 CQ1524  PID         -  CQ1524
 CQ1524  STATE/COUNTY-  LA/RED RIVER
 CQ1524  USGS QUAD   -  HARMON (1980)
 CQ1524
 CQ1524                         *CURRENT SURVEY CONTROL
 CQ1524  ___________________________________________________________________
 CQ1524* NAD 83(1986)-  32 00 13.     (N)    093 22 52.     (W)     SCALED    
 CQ1524* NAVD 88     -        39.77   (+/-2cm)     130.5    (feet)  VERTCON   
 CQ1524  ___________________________________________________________________
 CQ1524  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1524
 CQ1524  VERT ORDER  -  ? (See Below)
 CQ1524
 CQ1524.The horizontal coordinates were scaled from a topographic map and have
 CQ1524.an estimated accuracy of +/- 6 seconds.
 CQ1524
 CQ1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1524.The vertical order pertains to the NGVD 29 superseded value.
 CQ1524
 CQ1524.The geoid height was determined by GEOID03.
 CQ1524
 CQ1524;                    North         East    Units  Estimated Accuracy
 CQ1524;SPC LA N     -   167,050.      916,750.      MT  (+/- 180 meters Scaled)
 CQ1524
 CQ1524                          SUPERSEDED SURVEY CONTROL
 CQ1524
 CQ1524  NGVD 29 (??/??/??)   39.828  (m)          130.67   (f) ADJUSTED    ?  
 CQ1524
 CQ1524.Superseded values are not recommended for survey control.
 CQ1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1524.See file dsdata.txt to determine how the superseded data were derived.
 CQ1524
 CQ1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR640408(NAD 83)
 CQ1524_MARKER: B = BOLT
 CQ1524_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1524_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1524
 CQ1524  HISTORY     - Date     Condition        Report By
 CQ1524  HISTORY     - UNK      MONUMENTED       DOD
 CQ1524  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1524  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1524
 CQ1524                          STATION DESCRIPTION
 CQ1524
 CQ1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1524'IN ARMISTEAD.
 CQ1524'AT ARMISTEAD, RED RIVER PARISH, ON THE TEXAS AND PACIFIC RAILWAY, 27
 CQ1524'FEET SOUTHWEST OF A SWITCH STAND, 12 FEET WEST OF THE CENTERLINE OF
 CQ1524'THE TRACK, AND 3 FEET NORTH OF A GUARDRAIL.  A COPPER BOLT, SET IN THE
 CQ1524'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CQ1524'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ1524'CAP.
 CQ1524
 CQ1524                          STATION RECOVERY (1969)
 CQ1524
 CQ1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1525 ***********************************************************************
 CQ1525  DESIGNATION -  ARMISTEAD 1 CAP
 CQ1525  PID         -  CQ1525
 CQ1525  STATE/COUNTY-  LA/RED RIVER
 CQ1525  USGS QUAD   -  HARMON (1980)
 CQ1525
 CQ1525                         *CURRENT SURVEY CONTROL
 CQ1525  ___________________________________________________________________
 CQ1525* NAD 83(1986)-  32 00 13.     (N)    093 22 52.     (W)     SCALED    
 CQ1525* NAVD 88     -        40.99   (+/-2cm)     134.5    (feet)  VERTCON   
 CQ1525  ___________________________________________________________________
 CQ1525  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1525
 CQ1525  VERT ORDER  -  ? (See Below)
 CQ1525
 CQ1525.The horizontal coordinates were scaled from a topographic map and have
 CQ1525.an estimated accuracy of +/- 6 seconds.
 CQ1525
 CQ1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1525.The vertical order pertains to the NGVD 29 superseded value.
 CQ1525
 CQ1525.The geoid height was determined by GEOID03.
 CQ1525
 CQ1525;                    North         East    Units  Estimated Accuracy
 CQ1525;SPC LA N     -   167,050.      916,750.      MT  (+/- 180 meters Scaled)
 CQ1525
 CQ1525                          SUPERSEDED SURVEY CONTROL
 CQ1525
 CQ1525  NGVD 29 (??/??/??)   41.049  (m)          134.67   (f) ADJUSTED    ?  
 CQ1525
 CQ1525.Superseded values are not recommended for survey control.
 CQ1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1525.See file dsdata.txt to determine how the superseded data were derived.
 CQ1525
 CQ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR640408(NAD 83)
 CQ1525_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1525_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1525
 CQ1525  HISTORY     - Date     Condition        Report By
 CQ1525  HISTORY     - UNK      MONUMENTED       DOD
 CQ1525  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1525  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1525  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1525
 CQ1525                          STATION DESCRIPTION
 CQ1525
 CQ1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1525'IN ARMISTEAD.
 CQ1525'AT ARMISTEAD, RED RIVER PARISH, ON THE TEXAS AND PACIFIC RAILWAY, 27
 CQ1525'FEET SOUTHWEST OF A SWITCH STAND, 12 FEET WEST OF THE CENTERLINE OF
 CQ1525'THE TRACK, AND 3 FEET NORTH OF A GUARDRAIL.  AN IRON PIPE BEARING A
 CQ1525'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1525
 CQ1525                          STATION RECOVERY (1969)
 CQ1525
 CQ1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1525'MARK NOT FOUND.
 CQ1525
 CQ1525                          STATION RECOVERY (1977)
 CQ1525
 CQ1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1525'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1521 ***********************************************************************
 CQ1521  DESIGNATION -  ARMISTEAD 2 BOLT
 CQ1521  PID         -  CQ1521
 CQ1521  STATE/COUNTY-  LA/RED RIVER
 CQ1521  USGS QUAD   -  HARMON (1980)
 CQ1521
 CQ1521                         *CURRENT SURVEY CONTROL
 CQ1521  ___________________________________________________________________
 CQ1521* NAD 83(1986)-  32 00 19.     (N)    093 22 57.     (W)     SCALED    
 CQ1521* NAVD 88     -        39.62   (+/-2cm)     130.0    (feet)  VERTCON   
 CQ1521  ___________________________________________________________________
 CQ1521  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1521
 CQ1521  VERT ORDER  -  ? (See Below)
 CQ1521
 CQ1521.The horizontal coordinates were scaled from a topographic map and have
 CQ1521.an estimated accuracy of +/- 6 seconds.
 CQ1521
 CQ1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1521.The vertical order pertains to the NGVD 29 superseded value.
 CQ1521
 CQ1521.The geoid height was determined by GEOID03.
 CQ1521
 CQ1521;                    North         East    Units  Estimated Accuracy
 CQ1521;SPC LA N     -   167,240.      916,620.      MT  (+/- 180 meters Scaled)
 CQ1521
 CQ1521                          SUPERSEDED SURVEY CONTROL
 CQ1521
 CQ1521  NGVD 29 (??/??/??)   39.679  (m)          130.18   (f) ADJUSTED    ?  
 CQ1521
 CQ1521.Superseded values are not recommended for survey control.
 CQ1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1521.See file dsdata.txt to determine how the superseded data were derived.
 CQ1521
 CQ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR638410(NAD 83)
 CQ1521_MARKER: B = BOLT
 CQ1521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1521
 CQ1521  HISTORY     - Date     Condition        Report By
 CQ1521  HISTORY     - UNK      MONUMENTED       DOD
 CQ1521  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1521
 CQ1521                          STATION DESCRIPTION
 CQ1521
 CQ1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1521'2.5 MI W FROM COUSHATTA.
 CQ1521'AT ARMISTEAD, RED RIVER PARISH, 63 FEET NW OF THE NORTH CORNER OF THE
 CQ1521'TEXAS AND PACIFIC RR STATION, 36 FEET NW OF THE CENTER OF THE CROSSING
 CQ1521'OF A ROAD LEADING TO COUSHATTA, AND 15 FEET WEST OF THE CENTERLINE OF
 CQ1521'THE TRACK.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CQ1521'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 CQ1521'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1522 ***********************************************************************
 CQ1522  DESIGNATION -  ARMISTEAD 2 CAP
 CQ1522  PID         -  CQ1522
 CQ1522  STATE/COUNTY-  LA/RED RIVER
 CQ1522  USGS QUAD   -  HARMON (1980)
 CQ1522
 CQ1522                         *CURRENT SURVEY CONTROL
 CQ1522  ___________________________________________________________________
 CQ1522* NAD 83(1986)-  32 00 19.     (N)    093 22 56.     (W)     SCALED    
 CQ1522* NAVD 88     -        40.82   (+/-2cm)     133.9    (feet)  VERTCON   
 CQ1522  ___________________________________________________________________
 CQ1522  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1522
 CQ1522  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1522
 CQ1522.The horizontal coordinates were scaled from a topographic map and have
 CQ1522.an estimated accuracy of +/- 6 seconds.
 CQ1522
 CQ1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1522.The vertical order pertains to the NGVD 29 superseded value.
 CQ1522
 CQ1522.The geoid height was determined by GEOID03.
 CQ1522
 CQ1522;                    North         East    Units  Estimated Accuracy
 CQ1522;SPC LA N     -   167,240.      916,650.      MT  (+/- 180 meters Scaled)
 CQ1522
 CQ1522                          SUPERSEDED SURVEY CONTROL
 CQ1522
 CQ1522  NGVD 29 (??/??/??)   40.874  (m)          134.10   (f) ADJUSTED    1 1
 CQ1522
 CQ1522.Superseded values are not recommended for survey control.
 CQ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1522.See file dsdata.txt to determine how the superseded data were derived.
 CQ1522
 CQ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR638410(NAD 83)
 CQ1522_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1522_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1522_STAMPING: ARMISTEAD 2
 CQ1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1522
 CQ1522  HISTORY     - Date     Condition        Report By
 CQ1522  HISTORY     - UNK      MONUMENTED       DOD
 CQ1522  HISTORY     - 1969     GOOD             CGS
 CQ1522  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1522
 CQ1522                          STATION DESCRIPTION
 CQ1522
 CQ1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1522'2.5 MI W FROM COUSHATTA.
 CQ1522'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1522'SOUTHERN RAILWAY STATION AT COUSHATTA, AT THE CROSSING OF THE TEXAS
 CQ1522'AND PACIFIC RAILROAD AND A PAVED ROAD, 79 FEET NORTHWEST AND ACROSS
 CQ1522'THE PAVED ROAD FROM THE ARMISTEAD STATION SIGN, 24 FEET NORTH OF THE
 CQ1522'CENTER LINE OF THE ROAD, 10 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 CQ1522'OF THE MAIN TRACK, 60 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 CQ1522'TELEPHONE POLE NUMBER 62 G, 37 FEET NORTH AND ACROSS THE ROAD FROM
 CQ1522'TELEPHONE POLE NUMBER 9716, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 CQ1522'TRACK, A U.S. ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH
 CQ1522'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 27, T 12N, R
 CQ1522'10W.
 CQ1522
 CQ1522                          STATION RECOVERY (1977)
 CQ1522
 CQ1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1522'NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1047 ***********************************************************************
 AT1047  DESIGNATION -  ARMSTRONGS HOUSE SOUTH GABLE
 AT1047  PID         -  AT1047
 AT1047  STATE/COUNTY-  LA/PLAQUEMINES
 AT1047  USGS QUAD   -  DIXON BAY (1971)
 AT1047
 AT1047                         *CURRENT SURVEY CONTROL
 AT1047  ___________________________________________________________________
 AT1047* NAD 83(1992)-  29 00 48.64593(N)    089 20 52.92590(W)     ADJUSTED  
 AT1047* NAVD 88     -                                                        
 AT1047  ___________________________________________________________________
 AT1047  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AT1047  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AT1047
 AT1047  HORZ ORDER  -  THIRD
 AT1047
 AT1047.The horizontal coordinates were established by classical geodetic methods
 AT1047.and adjusted by the National Geodetic Survey in January 1993..
 AT1047
 AT1047
 AT1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1047
 AT1047.The geoid height was determined by GEOID03.
 AT1047
 AT1047;                    North         East     Units Scale Factor Converg.
 AT1047;SPC LA S     -    58,598.406 1,193,424.579   MT  1.00007298   +0 59 33.6
 AT1047;SPC LA S     -   192,251.60  3,915,427.14   sFT  1.00007298   +0 59 33.6
 AT1047;UTM  16      - 3,211,756.425   271,297.159   MT  1.00024550   -1 08 21.6
 AT1047
 AT1047                          SUPERSEDED SURVEY CONTROL
 AT1047
 AT1047  NAD 83(1986)-  29 00 48.65135(N)    089 20 52.94010(W) AD(       ) 4
 AT1047  NAD 27      -  29 00 48.53300(N)    089 20 53.21400(W) AD(       ) 3
 AT1047
 AT1047.Superseded values are not recommended for survey control.
 AT1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1047.See file dsdata.txt to determine how the superseded data were derived.
 AT1047
 AT1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7129711756(NAD 83)
 AT1047_MARKER: 81 = GABLE
 AT1047
 AT1047  HISTORY     - Date     Condition        Report By
 AT1047  HISTORY     - 1921     FIRST OBSERVED   CGS
 AT1047  HISTORY     - 1934     GOOD             CGS
 AT1047
 AT1047                          STATION DESCRIPTION
 AT1047
 AT1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1047'ON THE NW BANK OF SOUTHWEST PASS ABOUT 3-1/2 MILES ABOVE THE LIGHT.
 AT1047'STATION IS THE S
 AT1047'GABLE OF THE LARGER HOUSE OF A GROUP OF TWO.  THE
 AT1047'HOUSE IS USED FOR AN OYSTER SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5175 ***********************************************************************
 BJ5175  DESIGNATION -  ARNAUD
 BJ5175  PID         -  BJ5175
 BJ5175  STATE/COUNTY-  LA/ST LANDRY
 BJ5175  USGS QUAD   -  PORTAGE (1970)
 BJ5175
 BJ5175                         *CURRENT SURVEY CONTROL
 BJ5175  ___________________________________________________________________
 BJ5175* NAD 83(1992)-  30 25 02.20969(N)    091 52 16.12034(W)     ADJUSTED  
 BJ5175* NAVD 88     -         5.5  **(meters)      18.   **(feet)  VERTCON   
 BJ5175  **This station is located in a subsidence area (see below).
 BJ5175  ___________________________________________________________________
 BJ5175  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BJ5175  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ5175
 BJ5175  HORZ ORDER  -  FIRST
 BJ5175
 BJ5175.The horizontal coordinates were established by classical geodetic methods
 BJ5175.and adjusted by the National Geodetic Survey in January 1993..
 BJ5175
 BJ5175 ** The orthometric height has not been validated since last determined
 BJ5175 ** by differential leveling and should not be used for control purposes.
 BJ5175 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5175 ** area with valid NAVD 88 orthometric heights.
 BJ5175 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5175 ** epoch indicated which incorporates improved geoid heights for the
 BJ5175 ** Southern Louisiana Subsidence area.
 BJ5175 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5175
 BJ5175.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5175
 BJ5175.The geoid height was determined by GEOID03.
 BJ5175
 BJ5175;                    North         East     Units Scale Factor Converg.
 BJ5175;SPC LA S     -   212,642.668   948,329.734   MT  0.99995206   -0 16 08.1
 BJ5175;SPC LA S     -   697,645.15  3,111,311.80   sFT  0.99995206   -0 16 08.1
 BJ5175;UTM  15      - 3,365,565.678   608,420.561   MT  0.99974502   +0 34 17.7
 BJ5175
 BJ5175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5175!SPC LA S     -   1.00000345  x   0.99995206  =   0.99995551
 BJ5175!UTM  15      -   1.00000345  x   0.99974502  =   0.99974847
 BJ5175
 BJ5175:                Primary Azimuth Mark                     Grid Az
 BJ5175:SPC LA S     -  LONE OIL DERRICK                         115 45 49.1
 BJ5175:UTM  15      -  LONE OIL DERRICK                         114 55 23.3
 BJ5175
 BJ5175|---------------------------------------------------------------------|
 BJ5175| PID    Reference Object                     Distance      Geod. Az  |
 BJ5175|                                                           dddmmss.s |
 BJ5175| BJ5177 LONE OIL DERRICK                    APPROX.11.9 KM 1152941.0 |
 BJ5175| CV9605 ARNAUD RM 1                          65.934 METERS 12220     |
 BJ5175| CV9608 ARNAUD RM 5                          29.407 METERS 15609     |
 BJ5175| CV9606 ARNAUD RM 2                          87.889 METERS 20114     |
 BJ5175| CV9603 ARNAUD AZ MK                                       2384828.0 |
 BJ5175| BJ5207 ARNAUDVILLE S MUN TANK              APPROX. 6.4 KM 2472759.8 |
 BJ5175| BJ5208 GL SINGLETON ESTATE TANK            APPROX. 7.1 KM 2485343.8 |
 BJ5175| CV9607 ARNAUD RM 4                          27.353 METERS 25136     |
 BJ5175| BJ5206 ARNAUDVILLE N MUN TANK              APPROX. 5.9 KM 2570957.0 |
 BJ5175| BJ5205 ARNAUDVILLE UN GAS KGU 48 MST       APPROX. 2.7 KM 2610236.9 |
 BJ5175| CV9604 ARNAUD AZ MK 2                                     3570214.4 |
 BJ5175|---------------------------------------------------------------------|
 BJ5175
 BJ5175                          SUPERSEDED SURVEY CONTROL
 BJ5175
 BJ5175  NAD 83(1986)-  30 25 02.22986(N)    091 52 16.11516(W) AD(       ) 1
 BJ5175  NAD 27      -  30 25 01.52622(N)    091 52 15.70227(W) AD(       ) 1
 BJ5175  NGVD 29 (07/19/86)    5.5    (m)           18.     (f) VERT ANG       
 BJ5175
 BJ5175.Superseded values are not recommended for survey control.
 BJ5175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5175.See file dsdata.txt to determine how the superseded data were derived.
 BJ5175
 BJ5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0842165566(NAD 83)
 BJ5175_MARKER: DS = TRIANGULATION STATION DISK
 BJ5175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5175
 BJ5175  HISTORY     - Date     Condition        Report By
 BJ5175  HISTORY     - 1935     MONUMENTED       CGS
 BJ5175  HISTORY     - 1936     GOOD             LAGS
 BJ5175  HISTORY     - 1957     GOOD             CGS
 BJ5175  HISTORY     - 1960     GOOD             CGS
 BJ5175  HISTORY     - 1969     GOOD             CGS
 BJ5175
 BJ5175                          STATION DESCRIPTION
 BJ5175
 BJ5175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5175'STATION IS ABOUT 4 MILES ENE OF ARNAUDVILLE, AT THE END OF THE
 BJ5175'ROAD DIVIDING ST. LANDRY AND ST. MARTIN PARISHES, 220 FEET N OF
 BJ5175'THE ROAD, IN AN OPEN AREA 100 YARDS W OF BAYOU PORTAGE ON
 BJ5175'LAND BELONGING TO A MR. ARNAUD, 250 FEET NW OF AN OLD SAWMILL
 BJ5175'ON THE BAYOU, 73 FEET E OF THE SE CORNER OF A HOUSE, 69 FEET
 BJ5175'N OF A 12-INCH OAK TREE, AND 78 FEET S OF THE LARGER ONE OF
 BJ5175'TWO OAK TREES.
 BJ5175'
 BJ5175'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 BJ5175'THE MARK PROJECTS 2 INCHES.
 BJ5175'
 BJ5175'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5175'PROJECTS 8 INCHES AND IS 168 FEET WSW OF
 BJ5175'THE SAWMILL, 83 FEET E OF A SMALL WOODEN BRIDGE AND ROAD
 BJ5175'LEADING TO A HOUSE, 26 FEET N OF THE CENTER LINE OF THE PARISH
 BJ5175'LINE ROAD, AND 216.32 FEET (65.93 METERS) FROM THE STATION
 BJ5175'S 57 DEG 40 MIN E.
 BJ5175'
 BJ5175'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5175'PROJECTS 8 INCHES AND IS 288.35 FEET
 BJ5175'(87.89 METERS) FROM REFERENCE MARK NO. 1, 153 FEET SSW OF THE
 BJ5175'SW CORNER OF A HOUSE, 26 FEET N OF THE CENTER LINE OF THE
 BJ5175'PARISH LINE ROAD, 2 FEET E OF A N-S FENCE LINE, AND 236.78 FEET
 BJ5175'(72.17 METERS) FROM THE STATION S 21 DEG 13 MIN W.
 BJ5175'
 BJ5175'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5175'PROJECTS 4 INCHES AND IS 40 FEET S OF THE
 BJ5175'CENTER LINE OF THE PARISH LINE ROAD, 10 FEET S OF THE ROAD BANK,
 BJ5175'50 FEET W OF A SMALL DRAINAGE DITCH AT RIGHT ANGLES TO THE
 BJ5175'ROAD, AND APPROXIMATELY 0.3 MILE FROM THE STATION
 BJ5175'S 58 DEG 48 MIN W.
 BJ5175
 BJ5175                          STATION RECOVERY (1936)
 BJ5175
 BJ5175'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ5175'STATION IS IN GOOD CONDITION AND DOES FIT THE DESCRIPTION.
 BJ5175'
 BJ5175'STAMPED ARNAUD 1934.
 BJ5175
 BJ5175                          STATION RECOVERY (1957)
 BJ5175
 BJ5175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5175'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 BJ5175'1 WAS NOT RECOVERED.  IT IS BELIEVED TO HAVE BEEN DESTROYED
 BJ5175'BY THE CONSTRUCTION OF A LARGE DRAINAGE DITCH ON THE NORTHWEST
 BJ5175'SIDE OF THE ROAD.
 BJ5175'
 BJ5175'REFERENCE MARK 2 IS DESTROYED.  THE MONUMENT WAS FOUND LAYING ON
 BJ5175'SPOIL BANK OF LARGE DRAINAGE DITCH.  THE DISK WAS REMOVED.
 BJ5175'
 BJ5175'THE AZIMUTH MARK WAS NOT RECOVERED.  A THOROUGH SEARCH WAS MADE.
 BJ5175'
 BJ5175'THE PUBLISHED DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION
 BJ5175'FOLLOWS--
 BJ5175'
 BJ5175'STATION IS ABOUT 3.8 MILES NORTHEAST OF ARNAUDVILLE, ALONG THE
 BJ5175'ROAD DIVIDING ST. LANDRY AND ST. MARTIN PARISHES.  IT IS ABOUT
 BJ5175'300 FT. SOUTHWEST OF BAYOU PORTAGE, ABOUT 220 FT. NORTHWEST OF
 BJ5175'CENTERLINE OF ROAD, 73 FT. NORTHWEST OF SOUTHEAST CORNER OF HOUSE,
 BJ5175'69.6 FT. NORTHWEST OF THE LARGER ONE OF TWO OAK TREES, 64.5 FT.
 BJ5175'SOUTH OF A 12 INCH OAK TREE, AND 14 FT. SOUTH OF A SMALL
 BJ5175'LOCUST TREE.
 BJ5175'
 BJ5175'IT IS A STANDARD DISK STAMPED, ARNAUD 1935, (NOT 1934 AS IN
 BJ5175'PREVIOUS RECOVERY NOTE) SET IN THE TOP OF A 12 INCH SQUARE
 BJ5175'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.
 BJ5175
 BJ5175                          STATION RECOVERY (1960)
 BJ5175
 BJ5175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5175'THE STATION WAS VISITED 11-20-59 AND THE STATION MARK WAS FOUND
 BJ5175'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND NO. 2 WERE
 BJ5175'DESTROYED PRIOR TO THIS DATE.  THE AZIMUTH MARK WAS FOUND
 BJ5175'DESTROYED AT THIS DATE AND THE DISK WAS RECLAIMED.  REFERENCE
 BJ5175'MARKS NO. 3 AND NO. 4 WERE FOUND AT THIS DATE ALTHOUGH NO
 BJ5175'DESCRIPTION WAS AVAILABLE FOR THESE MARKS AT THIS DATE.
 BJ5175'A NEW DESCRIPTION FOLLOWS--
 BJ5175'
 BJ5175'THE STATION IS LOCATED ABOUT 3.6 MILES EAST-NORTHEAST OF
 BJ5175'ARNAUDVILLE, ON THE NORTH SIDE OF THE PARISH ROAD DIVIDING ST.
 BJ5175'LANDRY AND ST. MARTIN PARISHES, ON PROPERTY OWNED BY MR.
 BJ5175'ARNAUD, ABOUT 100 YARDS WEST OF BAYOU PORTAGE AND IN THE
 BJ5175'SOUTHEAST CORNER OF A TRIANGULAR PLOT OF GROUND WHICH IS NOW
 BJ5175'A PASTURE.  IT IS 194 FEET NORTH OF THE CENTER OF THE PARISH
 BJ5175'LINE ROAD, 74 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 97
 BJ5175'FEET NORTH-NORTHEAST OF A 2-FOOT OAK TREE WITH A LARGE BB
 BJ5175'CARVED IN THE BARK OF THE SOUTH SIDE OF THE TREE, 68 FEET NORTH
 BJ5175'OF A 2-FOOT OAK TREE LEANING SOUTH, 118 FEET NORTH OF A
 BJ5175'3-FOOT OAK TREE NEAR THE ROAD, 64 FEET SOUTH-SOUTHEAST OF A
 BJ5175'2-FOOT OAK TREE, 53 FEET EAST OF A FENCELINE AND 1 FOOT NORTH
 BJ5175'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED ARANUD
 BJ5175'1935, PROJECTING 2 INCHES.
 BJ5175'
 BJ5175'REFERENCE MARK NO. 3 IS 99.74 FEET SOUTH OF THE STATION, 94.5
 BJ5175'FEET NORTH OF THE PARISH LINE ROAD, 18 FEET NORTH OF A 3-FOOT
 BJ5175'OAK TREE, 36 FEET EAST OF A 2-FOOT OAK TREE WITH BB CARVED ON
 BJ5175'THE SOUTH SIDE OF THE TREE, 66 FEET NORTH OF THE NORTH BANK OF
 BJ5175'A DEEP DITCH ON THE NORTH SIDE OF THE ROAD, 38 FEET SOUTHEAST OF
 BJ5175'A 2-FOOT OAK LEANING OAK TREE, 99.5 FEET SOUTHEAST OF THE
 BJ5175'SOUTHEAST CORNER OF THE HOUSE, AND 41.5 FEET NORTH OF A FENCE
 BJ5175'LINE.  IT IS A STANDARD DISK, STAMPED ARANUD NO 3 1935,
 BJ5175'PROJECTING 3 INCHES.
 BJ5175'
 BJ5175'REFERENCE MARK NO. 4 IS 89.71 FEET WEST OF THE STATION, AT THE
 BJ5175'NORTHEAST CORNER OF THE HOUSE, 2 FEET EAST OF THE NORTHEAST
 BJ5175'CORNER OF THE HOUSE AND ON THE PROJECTED PLANE OF THE NORTH WALL
 BJ5175'OF THE HOUSE, 14 FEET SOUTHEAST OF A 2-FOOT OAK TREE, 21 FEET
 BJ5175'SOUTH OF A FENCE LINE, AND 36 FEET WEST OF A FENCE LINE.  IT IS
 BJ5175'A STANDARD DISK, STAMPED ARNAUD NO 4 1935, PROJECTING 3 INCHES.
 BJ5175'
 BJ5175'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 31 AND 347 AT DARBYS
 BJ5175'STORE IN ARNAUDVILLE, GO EAST ON STATE HIGHWAY 347 FOR 0.2 MILE
 BJ5175'TO THE JUNCTION WITH STATE HIGHWAY 686, STATE HIGHWAY 347 TURNS
 BJ5175'SOUTH, CONTINUE EAST ON STATE HIGHWAY 686 FOR 1.2 MILES TO THE
 BJ5175'JUNCTION WITH THE PARISH LINE ROAD WHERE STATE HIGHWAY 686 TURNS
 BJ5175'SOUTH, KEEP STRAIGHT AHEAD ON THE PARISH LINE ROAD FOR 2.2 MILES
 BJ5175'TO A DIM ROAD LEFT, TURN LEFT CROSSING DEEP DITCH TO A GATE,
 BJ5175'PASS THROUGH WIRE GATE AND TURN RIGHT AND GO ABOUT 100 YARDS
 BJ5175'TO THE MARK AND THE OLD HOUSE ON THE LEFT.
 BJ5175
 BJ5175                          STATION RECOVERY (1969)
 BJ5175
 BJ5175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5175'THE STATION MARK AND REFERENCE MARK 4 WAS RECOVERED AND FOUND IN
 BJ5175'GOOD CONDITION.  REFERENCE MARK 1, 2, 3 AND THE AZIMUTH MARK HAS
 BJ5175'BEEN DESTROYED.  REFERENCE MARK 5 AND THE AZIMUTH MARK WERE
 BJ5175'ESTABLISHED AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ5175'
 BJ5175'THE STATION IS ABOUT 8 MILES NORTHWEST OF HENDERSON, 6 MILES
 BJ5175'SOUTHEAST OF PECANIERE AND 5 MILES EAST-NORTHEAST OF ARNAUDVILLE.
 BJ5175'
 BJ5175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 347 AND 31
 BJ5175'AT ARNAUDVILLE, GO EAST ON STATE HIGHWAY 347 FOR 1.2 MILES TO POINT
 BJ5175'WHERE THE HIGHWAY TURNS RIGHT, CONTINUE EAST ON SURFACE ROAD FOR
 BJ5175'2.25 MILES TO A DRIVEWAY ON THE LEFT ABOUT 0.1 MILE BEFORE REACHING
 BJ5175'A BRIDGE OVER A CANAL.  TURN LEFT AND GO NORTH AND EAST AROUND
 BJ5175'EDGE OF A YARD FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 BJ5175'
 BJ5175'STATION IS A STANDARD DISK, STAMPED ARNAUD 1935, SET IN THE TOP OF A
 BJ5175'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 BJ5175'THE GROUND.  IT IS 66 FEET SOUTHEAST OF LONE OAK TREE, 77 FEET EAST
 BJ5175'OF THE NORTHEAST CORNER OF HOUSE AND 4 FEET NORTH OF A METAL
 BJ5175'WITNESS POST.
 BJ5175'
 BJ5175'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ARNAUD NO 4 1935, SET IN
 BJ5175'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES
 BJ5175'ABOVE THE GROUND SURFACE.  IT IS 2 FEET EAST OF THE NORTHEAST
 BJ5175'CORNER OF HOUSE AND 72 FEET SOUTHWEST OF OAK TREE.
 BJ5175'
 BJ5175'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED ARNAUD NO 5 1935 1969,
 BJ5175'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ5175'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 91 FEET EAST OF
 BJ5175'THE NORTH SOUTH FENCELINE, 63 FEET NORTH OF THE EAST WEST FENCELINE
 BJ5175'AND 3 FEET WEST OF A METAL WITNESS POST.
 BJ5175'
 BJ5175'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARNAUD 1935 1969, SET IN
 BJ5175'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8-INCHES
 BJ5175'ABOVE THE SURFACE OF THE GROUND.  IT IS 26 FEET SOUTH OF A
 BJ5175'TELEPHONE POLE, 20 FEET WEST OF THE ROAD AND 1.5 FEET SOUTHEAST OF
 BJ5175'A METAL WITNESS POST.
 BJ5175'
 BJ5175'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST AND NORTH ON A
 BJ5175'GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BJ5175'
 BJ5175'HEIGHT OF LIGHT ABOVE STATION MARK 112.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2591 ***********************************************************************
 BJ2591  DESIGNATION -  ARNAUDVILLE
 BJ2591  PID         -  BJ2591
 BJ2591  STATE/COUNTY-  LA/ST LANDRY
 BJ2591  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2591
 BJ2591                         *CURRENT SURVEY CONTROL
 BJ2591  ___________________________________________________________________
 BJ2591* NAD 83(1992)-  30 23 45.08177(N)    091 56 35.07449(W)     ADJUSTED  
 BJ2591* NAVD 88     -         7.63   (+/-2cm)      25.0  **(feet)  VERTCON   
 BJ2591  **This station is located in a subsidence area (see below).
 BJ2591  ___________________________________________________________________
 BJ2591  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2591  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2591
 BJ2591  HORZ ORDER  -  FIRST
 BJ2591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2591
 BJ2591.The horizontal coordinates were established by classical geodetic methods
 BJ2591.and adjusted by the National Geodetic Survey in January 1993..
 BJ2591
 BJ2591 ** The orthometric height has not been validated since last determined
 BJ2591 ** by differential leveling and should not be used for control purposes.
 BJ2591 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2591 ** area with valid NAVD 88 orthometric heights.
 BJ2591 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2591 ** epoch indicated which incorporates improved geoid heights for the
 BJ2591 ** Southern Louisiana Subsidence area.
 BJ2591 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2591.The vertical order pertains to the NGVD 29 superseded value.
 BJ2591
 BJ2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2591
 BJ2591.The geoid height was determined by GEOID03.
 BJ2591
 BJ2591;                    North         East     Units Scale Factor Converg.
 BJ2591;SPC LA S     -   210,302.326   941,406.311   MT  0.99994942   -0 18 17.6
 BJ2591;SPC LA S     -   689,966.88  3,088,597.21   sFT  0.99994942   -0 18 17.6
 BJ2591;UTM  15      - 3,363,124.602   601,533.676   MT  0.99972718   +0 32 05.3
 BJ2591
 BJ2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2591!SPC LA S     -   1.00000311  x   0.99994942  =   0.99995253
 BJ2591!UTM  15      -   1.00000311  x   0.99972718  =   0.99973029
 BJ2591
 BJ2591:                Primary Azimuth Mark                     Grid Az
 BJ2591:SPC LA S     -  ARNAUDVILLE N MUN TANK                   046 52 28.3
 BJ2591:UTM  15      -  ARNAUDVILLE N MUN TANK                   046 02 05.4
 BJ2591
 BJ2591|---------------------------------------------------------------------|
 BJ2591| PID    Reference Object                     Distance      Geod. Az  |
 BJ2591|                                                           dddmmss.s |
 BJ2591| BJ5206 ARNAUDVILLE N MUN TANK              APPROX. 1.5 KM 0463410.7 |
 BJ2591| BJ5205 ARNAUDVILLE UN GAS KGU 48 MST       APPROX. 4.7 KM 0651556.5 |
 BJ2591| BJ5207 ARNAUDVILLE S MUN TANK              APPROX. 1.0 KM 0943042.4 |
 BJ2591| BJ2592 ARNAUDVILLE RM 1                     31.541 METERS 21445     |
 BJ2591| BJ2590 B 2645 LAGS                          30.264 METERS 27834     |
 BJ2591|---------------------------------------------------------------------|
 BJ2591
 BJ2591                          SUPERSEDED SURVEY CONTROL
 BJ2591
 BJ2591  NAD 83(1986)-  30 23 45.10196(N)    091 56 35.06900(W) AD(       ) 1
 BJ2591  NAD 27      -  30 23 44.39339(N)    091 56 34.64744(W) AD(       ) 1
 BJ2591  NGVD 29 (??/??/??)    7.607  (m)           24.96   (f) ADJUSTED    2 0
 BJ2591
 BJ2591.Superseded values are not recommended for survey control.
 BJ2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2591.See file dsdata.txt to determine how the superseded data were derived.
 BJ2591
 BJ2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0153463125(NAD 83)
 BJ2591_MARKER: DS = TRIANGULATION STATION DISK
 BJ2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2591_STAMPING: ARNAUDVILLE 1969
 BJ2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2591+STABILITY: SURFACE MOTION
 BJ2591
 BJ2591  HISTORY     - Date     Condition        Report By
 BJ2591  HISTORY     - 1969     MONUMENTED       CGS
 BJ2591  HISTORY     - 1972     GOOD             LADH
 BJ2591  HISTORY     - 1973     GOOD             LADTD
 BJ2591
 BJ2591                          STATION DESCRIPTION
 BJ2591
 BJ2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ2591'THE STATION IS ABOUT 12 MILES SOUTHEAST OF OPELOUSAS, 6 MILES EAST
 BJ2591'OF GRAND COTEAU, 3/4 MILE WEST OF ARNAUDVILLE AND ON LAND OWNED BY
 BJ2591'DEWEY SINGLETON.
 BJ2591'
 BJ2591'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 93
 BJ2591'IN ARNAUDVILLE, GO SOUTHWESTERLY ON STATE HIGHWAY 93 FOR 0.75 MILE
 BJ2591'TO THE STATION ON THE RIGHT.
 BJ2591'
 BJ2591'STATION MARK IS A STANDARD DISK, STAMPED ARNAUDVILLE 1969, SET IN
 BJ2591'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 18
 BJ2591'INCHES BELOW THE GROUND SURFACE.  IT IS 79.0 FEET NORTH-NORTHEAST
 BJ2591'OF THE CENTERLINE OF HIGHWAY 93, 84.0 FEET EAST-SOUTHEAST OF A
 BJ2591'BOARD FENCE AND 33.0 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BJ2591'POST AND FENCE.  THE UNDERGROUND STATION MARK IS SET 36 INCHES
 BJ2591'BELOW THE GROUND SURFACE.
 BJ2591'
 BJ2591'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARNAUDVILLE NO 1
 BJ2591'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 BJ2591'THAT PROJECTS 3 INCHES.  IT IS 20.3 FEET SOUTH-SOUTHWEST OF THE
 BJ2591'CENTERLINE OF HIGHWAY 93, 23.3 FEET SOUTHEAST OF A POWER LINE
 BJ2591'POLE NUMBER 166 AND 2.3 FEET EAST OF AN EAST GATE POST.
 BJ2591'
 BJ2591'B 2645 (LGS) IS A BRONZE BENCH MARK DISK OF THE LOUISIANA GEODETIC
 BJ2591'SURVEY SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, THAT IS
 BJ2591'FLUSH WITH THE GROUND AND STAMPED B 2645.  IT IS 45.0 FEET
 BJ2591'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY 93, 20.0 FEET
 BJ2591'SOUTH-SOUTHEAST OF A 60-INCH LIVE OAK TREE, 10.0 FEET NORTHWEST
 BJ2591'OF A FENCE CORNER AND 1.4 FEET SOUTH-SOUTHWEST OF THE BOARD
 BJ2591'FENCE.
 BJ2591'
 BJ2591'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 BJ2591'
 BJ2591'HEIGHT OF LIGHT ABOVE STATION MARK 34.9 METERS.
 BJ2591
 BJ2591                          STATION RECOVERY (1972)
 BJ2591
 BJ2591'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972 (DN)
 BJ2591'THE STATION WAS VISITED 12-15-72 AND THE STATION MARK AND REFERENCE
 BJ2591'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BJ2591'FOLLOWS--
 BJ2591'
 BJ2591'THE STATION IS LOCATED FROM THE BRIDGE OVER BAYOU FUSELIER AT
 BJ2591'ARNAUDVILLE ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 93, 79 FEET
 BJ2591'NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 93, 103 FEET NORTH
 BJ2591'OF WITNESS POST NO. 1, 112 FEET NORTHEAST OF A 48 INCH LIVE
 BJ2591'OAK TREE.  DISC SET IN TOP OF A CONCRETE POST 1.5 FEET BENEATH
 BJ2591'THE GROUND LEVEL, 33 FEET NORTH OF A STEEL WITNESS POST, 33
 BJ2591'FEET NORTH OF A BARBED WIRE FENCE, IN SECTION 45, T7S, R5E.
 BJ2591'THE STATION IS A STANDARD TRIANGULATION DISC STAMPED
 BJ2591'ARNAUDVILLE 1969.
 BJ2591'
 BJ2591'REFERENCE MARK NO. 1 IS LOCATED FROM THE BRIDGE OVER BAYOU FUSELIER
 BJ2591'AT ARNAUDVILLE ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 93, 24
 BJ2591'FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 93, 22.9 FEET
 BJ2591'EAST OF A POWER POLE, 124.5 SOUTHEAST OF A 48 INCH LIVE OAK TREE,
 BJ2591'103 FEET SOUTH OF TRIANGULATION STATION ARNAUDVILLE, 1.2 FEET
 BJ2591'SOUTH OF A STEEL WITNESS POST.  DISC SET IN TOP OF A CONCRETE
 BJ2591'POST FLUSH WITH THE GROUND.  IT IS A STANDARD DISC STAMPED
 BJ2591'ARNAUDVILLE 1968.  WE WERE UNABLE TO LOCATE REFERENCE MARK NO. 2
 BJ2591'AND THE AZIMUTH MARK.
 BJ2591'
 BJ2591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILES WEST OF
 BJ2591'BAYOU FUSELIER BR. ARNAUDVILLE.
 BJ2591
 BJ2591                          STATION RECOVERY (1973)
 BJ2591
 BJ2591'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BJ2591'0.8 MI W FROM ARNAUDVILLE.
 BJ2591'THE STATION IS LOCATED FROM THE BRIDGE OVER BAYOU FUSELIER AT
 BJ2591'ARNAUDVILLE ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 93, 79 FEET
 BJ2591'NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 93, 103 FEET NORTH OF
 BJ2591'WITNESS POST NO. 1, 112 FEET NORTHEAST OF A 48 INCH LIVE OAK TREE.
 BJ2591'DISC SET IN TOP OF A CONCRETE POST 1.5 FEET BENEATH THE GROUND LEVEL,
 BJ2591'33 FEET NORTH OF A STEEL WITNESS POST, 33 FEET NORTH OF A BARBED WIRE
 BJ2591'FENCE, IN SECTION 45, T7S, R5E.  THE STATION IS A STANDARD
 BJ2591'TRIANGULATION DISC STAMPED ARNAUDVILLE 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5206 ***********************************************************************
 BJ5206  DESIGNATION -  ARNAUDVILLE N MUN TANK
 BJ5206  PID         -  BJ5206
 BJ5206  STATE/COUNTY-  LA/ST LANDRY
 BJ5206  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ5206
 BJ5206                         *CURRENT SURVEY CONTROL
 BJ5206  ___________________________________________________________________
 BJ5206* NAD 83(1992)-  30 24 19.24502(N)    091 55 53.43785(W)     ADJUSTED  
 BJ5206* NAVD 88     -                                                        
 BJ5206  **This station is located in a subsidence area (see below).
 BJ5206  ___________________________________________________________________
 BJ5206  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5206  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ5206
 BJ5206  HORZ ORDER  -  THIRD
 BJ5206
 BJ5206.The horizontal coordinates were established by classical geodetic methods
 BJ5206.and adjusted by the National Geodetic Survey in January 1993..
 BJ5206
 BJ5206 ** The orthometric height has not been validated since last determined
 BJ5206 ** by differential leveling and should not be used for control purposes.
 BJ5206 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5206 ** area with valid NAVD 88 orthometric heights.
 BJ5206 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5206 ** epoch indicated which incorporates improved geoid heights for the
 BJ5206 ** Southern Louisiana Subsidence area.
 BJ5206 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5206
 BJ5206.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5206
 BJ5206.The geoid height was determined by GEOID03.
 BJ5206
 BJ5206;                    North         East     Units Scale Factor Converg.
 BJ5206;SPC LA S     -   211,348.433   942,523.210   MT  0.99995057   -0 17 56.7
 BJ5206;SPC LA S     -   693,398.98  3,092,261.56   sFT  0.99995057   -0 17 56.7
 BJ5206;UTM  15      - 3,364,186.731   602,634.878   MT  0.99972995   +0 32 27.0
 BJ5206
 BJ5206                          SUPERSEDED SURVEY CONTROL
 BJ5206
 BJ5206  NAD 83(1986)-  30 24 19.26513(N)    091 55 53.43247(W) AD(       ) 4
 BJ5206  NAD 27      -  30 24 18.55871(N)    091 55 53.01174(W) AD(       ) 3
 BJ5206
 BJ5206.Superseded values are not recommended for survey control.
 BJ5206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5206.See file dsdata.txt to determine how the superseded data were derived.
 BJ5206
 BJ5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0263564187(NAD 83)
 BJ5206_MARKER: 53 = ELEVATED TANK
 BJ5206
 BJ5206  HISTORY     - Date     Condition        Report By
 BJ5206  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5206
 BJ5206                          STATION DESCRIPTION
 BJ5206
 BJ5206'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5206'THE STATION IS THE TOP-CENTER OF THE TANK.  IT IS A FOUR-LEGGED
 BJ5206'STEEL STRUCTURE, PAINTED SILVER WITH AN OVERALL HEIGHT OF 135 FEET.
 BJ5206'
 BJ5206'IT IS LOCATED IN THE TOWN OF ARNAUDVILLE ABOUT 150 YARDS EAST OF THE
 BJ5206'INTERSECTION OF MAIN AND QUEBEDEAUX STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5207 ***********************************************************************
 BJ5207  DESIGNATION -  ARNAUDVILLE S MUN TANK
 BJ5207  PID         -  BJ5207
 BJ5207  STATE/COUNTY-  LA/ST MARTIN
 BJ5207  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ5207
 BJ5207                         *CURRENT SURVEY CONTROL
 BJ5207  ___________________________________________________________________
 BJ5207* NAD 83(1992)-  30 23 42.51399(N)    091 55 57.55810(W)     ADJUSTED  
 BJ5207* NAVD 88     -                                                        
 BJ5207  **This station is located in a subsidence area (see below).
 BJ5207  ___________________________________________________________________
 BJ5207  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ5207  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ5207
 BJ5207  HORZ ORDER  -  THIRD
 BJ5207
 BJ5207.The horizontal coordinates were established by classical geodetic methods
 BJ5207.and adjusted by the National Geodetic Survey in January 1993..
 BJ5207
 BJ5207 ** The orthometric height has not been validated since last determined
 BJ5207 ** by differential leveling and should not be used for control purposes.
 BJ5207 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5207 ** area with valid NAVD 88 orthometric heights.
 BJ5207 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5207 ** epoch indicated which incorporates improved geoid heights for the
 BJ5207 ** Southern Louisiana Subsidence area.
 BJ5207 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5207
 BJ5207.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5207
 BJ5207.The geoid height was determined by GEOID03.
 BJ5207
 BJ5207;                    North         East     Units Scale Factor Converg.
 BJ5207;SPC LA S     -   210,217.976   942,407.323   MT  0.99994934   -0 17 58.8
 BJ5207;SPC LA S     -   689,690.14  3,091,881.36   sFT  0.99994934   -0 17 58.8
 BJ5207;UTM  15      - 3,363,054.946   602,535.595   MT  0.99972970   +0 32 24.3
 BJ5207
 BJ5207                          SUPERSEDED SURVEY CONTROL
 BJ5207
 BJ5207  NAD 83(1986)-  30 23 42.53419(N)    091 55 57.55272(W) AD(       ) 4
 BJ5207  NAD 27      -  30 23 41.82505(N)    091 55 57.13132(W) AD(       ) 3
 BJ5207
 BJ5207.Superseded values are not recommended for survey control.
 BJ5207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5207.See file dsdata.txt to determine how the superseded data were derived.
 BJ5207
 BJ5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0253663055(NAD 83)
 BJ5207_MARKER: 53 = ELEVATED TANK
 BJ5207
 BJ5207  HISTORY     - Date     Condition        Report By
 BJ5207  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5207  HISTORY     - 19990712 MARK NOT FOUND   USPSQD
 BJ5207
 BJ5207                          STATION DESCRIPTION
 BJ5207
 BJ5207'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5207'THE STATION IS THE TOP-CENTER OF THE TANK.  IT IS A FOUR-LEGGED
 BJ5207'STEEL STRUCTURE, PAINTED SILVER IN COLOR WITH AN OVERALL HEIGHT OF
 BJ5207'135 FEET.
 BJ5207'
 BJ5207'IT IS LOCATED IN THE TOWN OF ARNAUDVILLE ABOUT 1/2 BLOCK WEST OF THE
 BJ5207'INTERSECTION OF WILKINS AND NEBLET STREETS.
 BJ5207
 BJ5207                          STATION RECOVERY (1999)
 BJ5207
 BJ5207'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5205 ***********************************************************************
 BJ5205  DESIGNATION -  ARNAUDVILLE UN GAS KGU 48 MST
 BJ5205  PID         -  BJ5205
 BJ5205  STATE/COUNTY-  LA/ST LANDRY
 BJ5205  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ5205
 BJ5205                         *CURRENT SURVEY CONTROL
 BJ5205  ___________________________________________________________________
 BJ5205* NAD 83(1992)-  30 24 48.54853(N)    091 53 56.05212(W)     ADJUSTED  
 BJ5205* NAVD 88     -                                                        
 BJ5205  **This station is located in a subsidence area (see below).
 BJ5205  ___________________________________________________________________
 BJ5205  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5205  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ5205
 BJ5205  HORZ ORDER  -  THIRD
 BJ5205
 BJ5205.The horizontal coordinates were established by classical geodetic methods
 BJ5205.and adjusted by the National Geodetic Survey in January 1993..
 BJ5205
 BJ5205 ** The orthometric height has not been validated since last determined
 BJ5205 ** by differential leveling and should not be used for control purposes.
 BJ5205 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5205 ** area with valid NAVD 88 orthometric heights.
 BJ5205 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5205 ** epoch indicated which incorporates improved geoid heights for the
 BJ5205 ** Southern Louisiana Subsidence area.
 BJ5205 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5205
 BJ5205.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5205
 BJ5205.The geoid height was determined by GEOID03.
 BJ5205
 BJ5205;                    North         East     Units Scale Factor Converg.
 BJ5205;SPC LA S     -   212,234.848   945,660.746   MT  0.99995158   -0 16 58.1
 BJ5205;SPC LA S     -   696,307.16  3,102,555.30   sFT  0.99995158   -0 16 58.1
 BJ5205;UTM  15      - 3,365,118.850   605,758.402   MT  0.99973798   +0 33 26.9
 BJ5205
 BJ5205                          SUPERSEDED SURVEY CONTROL
 BJ5205
 BJ5205  NAD 83(1986)-  30 24 48.56869(N)    091 53 56.04681(W) AD(       ) 4
 BJ5205  NAD 27      -  30 24 47.86358(N)    091 53 55.63090(W) AD(       ) 3
 BJ5205
 BJ5205.Superseded values are not recommended for survey control.
 BJ5205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5205.See file dsdata.txt to determine how the superseded data were derived.
 BJ5205
 BJ5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0575865119(NAD 83)
 BJ5205_MARKER: 42 = RADIO/TV MAST
 BJ5205
 BJ5205  HISTORY     - Date     Condition        Report By
 BJ5205  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5205
 BJ5205                          STATION DESCRIPTION
 BJ5205
 BJ5205'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5205'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.  IT
 BJ5205'IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN CROSSECTION,
 BJ5205'PAINTED ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 335
 BJ5205'FEET.
 BJ5205'
 BJ5205'IT IS LOCATED AT THE ARNAUDVILLE COMPRESSOR STATION OF THE UNITED
 BJ5205'GAS PIPELINE COMPANY ABOUT 2-1/2 MILES NORTHEAST OF ARNAUDVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2813 ***********************************************************************
 AU2813  DESIGNATION -  ARNOLD
 AU2813  PID         -  AU2813
 AU2813  STATE/COUNTY-  LA/JEFFERSON
 AU2813  USGS QUAD   -  LAFITTE (1973)
 AU2813
 AU2813                         *CURRENT SURVEY CONTROL
 AU2813  ___________________________________________________________________
 AU2813* NAD 83(1992)-  29 42 57.67437(N)    090 06 45.20888(W)     ADJUSTED  
 AU2813* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2813  **This station is located in a subsidence area (see below).
 AU2813  ___________________________________________________________________
 AU2813  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2813  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AU2813
 AU2813  HORZ ORDER  -  THIRD
 AU2813
 AU2813.The horizontal coordinates were established by classical geodetic methods
 AU2813.and adjusted by the National Geodetic Survey in January 1993..
 AU2813
 AU2813 ** The orthometric height has not been validated since last determined
 AU2813 ** by differential leveling and should not be used for control purposes.
 AU2813 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2813 ** area with valid NAVD 88 orthometric heights.
 AU2813 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2813 ** epoch indicated which incorporates improved geoid heights for the
 AU2813 ** Southern Louisiana Subsidence area.
 AU2813 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2813.The orthometric height was scaled from a topographic map.
 AU2813
 AU2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2813
 AU2813.The geoid height was determined by GEOID03.
 AU2813
 AU2813;                    North         East     Units Scale Factor Converg.
 AU2813;SPC LA S     -   135,418.659 1,118,112.429   MT  0.99993803   +0 36 37.5
 AU2813;SPC LA S     -   444,286.05  3,668,340.53   sFT  0.99993803   +0 36 37.5
 AU2813;UTM  15      - 3,290,809.761   779,337.139   MT  1.00056287   +1 25 56.1
 AU2813
 AU2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2813!SPC LA S     -   1.00000384  x   0.99993803  =   0.99994187
 AU2813!UTM  15      -   1.00000384  x   1.00056287  =   1.00056671
 AU2813
 AU2813:                Primary Azimuth Mark                     Grid Az
 AU2813:SPC LA S     -  ARNOLD AZ MK                             133 15 16.3
 AU2813:UTM  15      -  ARNOLD AZ MK                             132 25 57.7
 AU2813
 AU2813|---------------------------------------------------------------------|
 AU2813| PID    Reference Object                     Distance      Geod. Az  |
 AU2813|                                                           dddmmss.s |
 AU2813| DD6255 ARNOLD AZ MK                                       1335153.8 |
 AU2813| AU2814 LAFITTE CONTL OIL CO MAST           APPROX. 5.4 KM 1723526.7 |
 AU2813| DD6256 ARNOLD RM 1                           8.675 METERS 21808     |
 AU2813| DD6257 ARNOLD RM 2                           6.082 METERS 32532     |
 AU2813|---------------------------------------------------------------------|
 AU2813
 AU2813                          SUPERSEDED SURVEY CONTROL
 AU2813
 AU2813  NAD 83(1986)-  29 42 57.68952(N)    090 06 45.21159(W) AD(       ) 3
 AU2813  NAD 27      -  29 42 56.93108(N)    090 06 44.94183(W) AD(       ) 3
 AU2813
 AU2813.Superseded values are not recommended for survey control.
 AU2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2813.See file dsdata.txt to determine how the superseded data were derived.
 AU2813
 AU2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7933790810(NAD 83)
 AU2813_MARKER: DS = TRIANGULATION STATION DISK
 AU2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2813
 AU2813  HISTORY     - Date     Condition        Report By
 AU2813  HISTORY     - 1966     MONUMENTED       CGS
 AU2813  HISTORY     - 1973     MARK NOT FOUND   USGS
 AU2813  HISTORY     - 1975     GOOD             NGS
 AU2813
 AU2813                          STATION DESCRIPTION
 AU2813
 AU2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2813'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF BELLE CHASE,
 AU2813'13 MILES SOUTH OF WESTWEGO, JUST EAST OF BARATARIA WATERWAY AND
 AU2813'INTRACOASTAL CANAL AND ON WEST SIDE OF STATE HIGHWAY 45 AT THE
 AU2813'JEFFERSON PARISH WATER TANK.
 AU2813'
 AU2813'TO REACH FROM WEST BANK EXPRESSWAY (U.S. HIGHWAY 90) AND STATE
 AU2813'ROUTE 45 (BARATARIA ROAD) IN MARRERO, GO SOUTH AND SOUTHWEST ON
 AU2813'STATE HIGHWAY 45 FOR 12.2 MILES TO THE BRIDGE OVER INTRACOASTAL
 AU2813'CANAL, CONTINUE SOUTH AND WEST ON STATE HIGHWAY 45 FOR 2.8 MILES
 AU2813'TO SCHOOL HOUSE OF LEFT, CONTINUE SOUTHERLY ON STATE HIGHWAY 45
 AU2813'FOR 1.85 MILES TO WATER TANK IN FENCED IN AREA ON RIGHT AND
 AU2813'STATION AS DESCRIBED.  NOTICE--KEY NEEDED TO GET THROUGH GATE.
 AU2813'
 AU2813'STATION MARK, A STANDARD DISK STAMPED ARNOLD 1966, IS SET IN
 AU2813'TOP OF A CONCRETE CYLINDER WHICH IS 1.8 FEET IN CIRCUMFERENCE
 AU2813'AND IS SET FLUSH WITH THE GROUND.  THE MARK IS 14.64 FEET
 AU2813'NORTHEAST OF NORTHEAST SIDE OF STANDPIPE IN CENTER OF WATER TANK,
 AU2813'22 FEET SOUTHEAST OF NORTHWEST LEG OF WATER TANK AND 8 FEET
 AU2813'NORTHWEST ON NORTHEAST LEG OF WATER TANK.
 AU2813'
 AU2813'REFERENCE MARK 1, A STANDARD DISK STAMPED ARNOLD NO 1 1966, IS
 AU2813'SET IN A DRILL HOLE IN CONCRETE FOUNDATION OF SOUTHEAST LEG
 AU2813'OF WATER TANK AND PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.
 AU2813'
 AU2813'REFERENCE MARK 2, A STANDARD DISK STAMPED ARNOLD NO 2 1966, IS
 AU2813'SET IN A DRILL HOLE IN CONCRETE FOUNDATION OF NORTHWEST LEG
 AU2813'OF WATER TANK AND PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.
 AU2813'
 AU2813'AZIMUTH MARK, A STANDARD DISK STAMPED ARNOLD 1966, IS SET IN
 AU2813'TOP OF CONCRETE CYLINDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 AU2813'GROUND.  THE MARK IS 88.5 FEET SOUTH-SOUTHEAST OF UTILITY POLE
 AU2813'WITH A BRACE POLE, 38.5 FEET NORTHEAST OF CENTER OF STATE
 AU2813'HIGHWAY 45 AND 1.5 FEET WEST OF WITNESS POST.
 AU2813'
 AU2813'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE SOUTHEAST ON
 AU2813'STATE HIGHWAY 45 FOR 0.1 MILE TO AZIMUTH MARK ON LEFT.
 AU2813'
 AU2813'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 AU2813
 AU2813                          STATION RECOVERY (1973)
 AU2813
 AU2813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGH)
 AU2813'ARNOLD - A HOLE WAS FOUND IN THE GROUND WHERE THE STATION SHOULD
 AU2813'HAVE BEEN LOCATED ACCORDING TO THE DESCRIPTION.  REFERENCE
 AU2813'MARKS WERE OK.  STATION NOT FOUND.  TRIANG. STA.
 AU2813
 AU2813                          STATION RECOVERY (1975)
 AU2813
 AU2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 AU2813'THIS STATION WAS NOT OCCUPIED AT THIS DATE.
 AU2813'
 AU2813'THE STATION WAS VISITED 6/75 AND ALL MARKS WERE FOUND IN GOOD CONDI-
 AU2813'TION.
 AU2813'
 AU2813'THE STATION IS LOCATED AT THE SITE OF THE JEFFERSON PARISH WATER
 AU2813'TANK, ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE END OF
 AU2813'THE ROAD AT LAFITE, 2.3 MILES SOUTH OF THE CONFLUENCE OF THE
 AU2813'INTERCOASTAL WATERWAY AND THE BARATARIA WATERWAY, 2.0 MILES
 AU2813'SOUTH OF THE BARATARIA, CROWN POINT AND LAFITE FIRE HOUSE, 1.85 MILE
 AU2813'SOUTH OF THE FISHER HIGH SCHOOL.  IT IS 77 FEET WEST OF THE CENTER
 AU2813'OF STATE HIGHWAY 45, AND ON LINE WITH THE NORTH AND EAST LEG OF THE
 AU2813'WATER TANK.  IT IS 14.6 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE
 AU2813'CENTER STANDPIPE, 22 FEET SOUTHEAST OF THE NORTH LEG OF THE
 AU2813'WATER TANK AND 8 FEET NORTHWEST OF THE EAST LEG OF THE WATER TANK.
 AU2813'IT IS SET IN A MASS OF CONCRETE ABOUT 1.8 FEET IN DIAMETER AND FLUSH
 AU2813'WITH THE GROUND.  THE DISK IS STAMPED ARNOLD 1966.
 AU2813'
 AU2813'REFERENCE MARK NO. 1 IS 28.46 FEET SOUTHWEST OF THE STATION.  IT IS
 AU2813'SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE SOUTH LEG OF
 AU2813'THE WATER TANK.  IT IS STAMPED ARNOLD NO 1 1966.
 AU2813'
 AU2813'REFERENCE MARK NO. 2 IS 19.95 FEET NORTHWEST OF THE STATION.  IT IS
 AU2813'SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE NORTH LEG OF
 AU2813'THE WATER TANK.  IT IS STAMPED ARNOLD NO 2 1966.
 AU2813'
 AU2813'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTHEAST OF THE STATION.  IT IS
 AU2813'38.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 88.5 FEET
 AU2813'SOUTH- SOUTHEAST OF A UTILITY POLE.  IT IS AN AZIMUTH MARK DISK SET
 AU2813'IN THE TOP OF A CONCRETE POST 12-INCH IN DIAMETER AND PROJECTING 6
 AU2813'INCHES.
 AU2813'
 AU2813'TO REACH THE STATION FROM THE INTERSECTION OF THE WEST BANK EXPRESS-
 AU2813'WAY (U.S. HIGHWAY 90) AND STATE HIGHWAY 45 (BARATARIA ROAD) GO SOUTH
 AU2813'ON STATE HIGHWAY 45 FOR 14.9 MILES TO THE BARATARIA, CROWN POINT,
 AU2813'LAFITE FIRE HOUSE, CONTINUE SOUTH FOR 0.15 MILE TO THE FISHER HIGH
 AU2813'SCHOOL ON THE LEFT, CONTINUE SOUTH FOR 1.85 MILES TO THE WATER
 AU2813'TANK AND THE STATION ON THE RIGHT.  THE WATER TANK IS ENCLOSED IN
 AU2813'A FENCE WITH A LOCKED GATE.  THE KEY CAN BE OBTAINED AT THE ABOVE
 AU2813'MENTIONED FIRE HOUSE, PHONE NO. 689 3916.
 AU2813'
 AU2813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES NORTH OF
 AU2813'LAFITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5308 ***********************************************************************
 BJ5308  DESIGNATION -  ARP
 BJ5308  PID         -  BJ5308
 BJ5308  STATE/COUNTY-  LA/LAFAYETTE
 BJ5308  USGS QUAD   -  BROUSSARD (1983)
 BJ5308
 BJ5308                         *CURRENT SURVEY CONTROL
 BJ5308  ___________________________________________________________________
 BJ5308* NAD 83(1992)-  30 12 15.00244(N)    091 59 25.85182(W)     ADJUSTED  
 BJ5308* NAVD 88     -        12.01   (+/-2cm)      39.4  **(feet)  VERTCON   
 BJ5308  **This station is located in a subsidence area (see below).
 BJ5308  ___________________________________________________________________
 BJ5308  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5308  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ5308
 BJ5308  HORZ ORDER  -  THIRD
 BJ5308  VERT ORDER  -  THIRD (See Below)
 BJ5308
 BJ5308.This mark is at Lafayette Airport (LFT)
 BJ5308
 BJ5308.The horizontal coordinates were established by classical geodetic methods
 BJ5308.and adjusted by the National Geodetic Survey in January 1993..
 BJ5308
 BJ5308 ** The orthometric height has not been validated since last determined
 BJ5308 ** by differential leveling and should not be used for control purposes.
 BJ5308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5308 ** area with valid NAVD 88 orthometric heights.
 BJ5308 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5308 ** epoch indicated which incorporates improved geoid heights for the
 BJ5308 ** Southern Louisiana Subsidence area.
 BJ5308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5308.The vertical order pertains to the NGVD 29 superseded value.
 BJ5308
 BJ5308.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5308
 BJ5308.The geoid height was determined by GEOID03.
 BJ5308
 BJ5308;                    North         East     Units Scale Factor Converg.
 BJ5308;SPC LA S     -   189,079.023   936,725.892   MT  0.99993201   -0 19 43.0
 BJ5308;SPC LA S     -   620,336.76  3,073,241.53   sFT  0.99993201   -0 19 43.0
 BJ5308;UTM  15      - 3,341,839.751   597,165.135   MT  0.99971647   +0 30 28.4
 BJ5308
 BJ5308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5308!SPC LA S     -   1.00000240  x   0.99993201  =   0.99993441
 BJ5308!UTM  15      -   1.00000240  x   0.99971647  =   0.99971887
 BJ5308
 BJ5308|---------------------------------------------------------------------|
 BJ5308| PID    Reference Object                     Distance      Geod. Az  |
 BJ5308|                                                           dddmmss.s |
 BJ5308| BJ5307 STEP 2                               73.120 METERS 30519     |
 BJ5308| BJ2121 STEP                                APPROX. 0.5 KM 3245812.3 |
 BJ5308|---------------------------------------------------------------------|
 BJ5308
 BJ5308                          SUPERSEDED SURVEY CONTROL
 BJ5308
 BJ5308  NAD 83(1986)-  30 12 15.02260(N)    091 59 25.84563(W) AD(       ) 3
 BJ5308  NGVD 29 (09/18/05)   12.02   (m)           39.4    (f) RESET       3  
 BJ5308
 BJ5308.Superseded values are not recommended for survey control.
 BJ5308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5308.See file dsdata.txt to determine how the superseded data were derived.
 BJ5308
 BJ5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9716541840(NAD 83)
 BJ5308_MARKER: DD = SURVEY DISK
 BJ5308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5308_SP_SET: CONCRETE POST
 BJ5308_STAMPING: ARP 1963
 BJ5308_MARK LOGO: LADH  
 BJ5308_PROJECTION: FLUSH
 BJ5308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5308+STABILITY: SURFACE MOTION
 BJ5308
 BJ5308  HISTORY     - Date     Condition        Report By
 BJ5308  HISTORY     - 1963     MONUMENTED       LADH
 BJ5308  HISTORY     - 1985     GOOD             LADTD
 BJ5308
 BJ5308                          STATION DESCRIPTION
 BJ5308
 BJ5308'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ5308'3.7 KM (2.30 MI) SE FROM LAFAYETTE.
 BJ5308'LOCATED AT THE LAFAYETTE MUNICIPAL AIRPORT IN THE CENTER OF THE
 BJ5308'AIRPORT GROUNDS NEAR AN ALLUMINATED WIND CONE.  FOR ENTRANCE TO THE
 BJ5308'MARK CONTACT THE LAFAYETTE AIRPORT COMMISSION, 89.3 M (293.0 FT)
 BJ5308'SOUTH-SOUTHWEST OF THE SOUTHERN EDGE OF RUNWAY 10-28, 77.9 M
 BJ5308'(255.6 FT) EAST OF STEP 2 REFERENCE MARK 3, 73.2 M (240.2 FT)
 BJ5308'SOUTHEAST OF STATION STEP 2, AND 38.3 M (125.7 FT) WEST-NORTHWEST OF
 BJ5308'THE CENTER OF TAXIWAY F.
 BJ5308'THE MARK IS 28.0 METERS  NW FROM  A TAXIWAY LIGHT
 BJ5308'THE MARK IS ABOVE LEVEL WITH RUNWAY 10-28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3507 ***********************************************************************
 CQ3507  PACS        -  This is a Primary Airport Control Station.
 CQ3507  DESIGNATION -  ARP 2 DTN
 CQ3507  PID         -  CQ3507
 CQ3507  STATE/COUNTY-  LA/CADDO
 CQ3507  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3507
 CQ3507                         *CURRENT SURVEY CONTROL
 CQ3507  ___________________________________________________________________
 CQ3507* NAD 83(1992)-  32 32 23.42081(N)    093 44 42.63004(W)     ADJUSTED  
 CQ3507* NAVD 88     -        52.30   (meters)     171.6    (feet)  LEVELING  
 CQ3507  ___________________________________________________________________
 CQ3507  X           -    -351,555.138 (meters)                     COMP
 CQ3507  Y           -  -5,370,624.834 (meters)                     COMP
 CQ3507  Z           -   3,411,062.536 (meters)                     COMP
 CQ3507  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ3507  ELLIP HEIGHT-          26.20  (meters)          (02/14/02) GPS OBS
 CQ3507  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3507
 CQ3507  HORZ ORDER  -  B
 CQ3507  VERT ORDER  -  THIRD ?
 CQ3507  ELLP ORDER  -  FIFTH     CLASS II
 CQ3507
 CQ3507.This mark is at Shreveport Downtown Airport (DTN)
 CQ3507
 CQ3507.The horizontal coordinates were established by GPS observations
 CQ3507.and adjusted by the National Geodetic Survey in September 1994..
 CQ3507
 CQ3507.The orthometric height was determined by differential leveling.
 CQ3507.The vertical network tie was performed by a horz. field party for horz.
 CQ3507.obs reductions. Reset procedures were used to establish the elevation.
 CQ3507
 CQ3507.Photographs are available for this station.
 CQ3507
 CQ3507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3507
 CQ3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3507
 CQ3507.The ellipsoidal height was determined by GPS observations
 CQ3507.and is referenced to NAD 83.
 CQ3507
 CQ3507.The geoid height was determined by GEOID03.
 CQ3507
 CQ3507;                    North         East     Units Scale Factor Converg.
 CQ3507;SPC LA N     -   226,844.204   883,039.771   MT  0.99997354   -0 39 30.0
 CQ3507;SPC LA N     -   744,238.03  2,897,106.32   sFT  0.99997354   -0 39 30.0
 CQ3507;UTM  15      - 3,600,520.096   430,028.918   MT  0.99966037   -0 24 03.0
 CQ3507
 CQ3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3507!SPC LA N     -   0.99999589  x   0.99997354  =   0.99996943
 CQ3507!UTM  15      -   0.99999589  x   0.99966037  =   0.99965626
 CQ3507
 CQ3507:                Primary Azimuth Mark                     Grid Az
 CQ3507:SPC LA N     -  PORT                                     239 32 13.3
 CQ3507:UTM  15      -  PORT                                     239 16 46.3
 CQ3507
 CQ3507|---------------------------------------------------------------------|
 CQ3507| PID    Reference Object                     Distance      Geod. Az  |
 CQ3507|                                                           dddmmss.s |
 CQ3507| CQ2126 PORT                                471.091 METERS 2385243.3 |
 CQ3507|---------------------------------------------------------------------|
 CQ3507
 CQ3507                          SUPERSEDED SURVEY CONTROL
 CQ3507
 CQ3507  ELLIP H (09/16/94)   26.31   (m)                       GP(       ) 4 2
 CQ3507  NGVD 29 (09/16/94)   52.37   (m)          171.8    (f) LEVELING    3  
 CQ3507
 CQ3507.Superseded values are not recommended for survey control.
 CQ3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3507.See file dsdata.txt to determine how the superseded data were derived.
 CQ3507
 CQ3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3002900520(NAD 83)
 CQ3507_MARKER: DT = TOPOGRAPHIC STATION DISK
 CQ3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3507_SP_SET: CONCRETE POST
 CQ3507_STAMPING: ARP 2 DTN 1970
 CQ3507_MARK LOGO: NGS   
 CQ3507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3507+STABILITY: SURFACE MOTION
 CQ3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3507+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001
 CQ3507
 CQ3507  HISTORY     - Date     Condition        Report By
 CQ3507  HISTORY     - 1970     MONUMENTED       NGS
 CQ3507  HISTORY     - 19890115 GOOD             NGS
 CQ3507  HISTORY     - 19930111 GOOD
 CQ3507  HISTORY     - 20010314 GOOD             NGS
 CQ3507
 CQ3507                          STATION DESCRIPTION
 CQ3507
 CQ3507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CQ3507'STATION IS LOCATED ON THE SHREVEPORT DOWNTOWN AIRPORT JUST EAST OF THE
 CQ3507'DOWNTOWN SECTION OF THE CITY OF SHREVEPORT, LA.
 CQ3507'TO REACH FROM THE TERMINAL BUILDING AND AIRPORT OFFICE PROCEED EAST
 CQ3507'NORTHEAST VIA TAXIWAY TO THE JUNCTION WITH A TAXIWAY RUNNING
 CQ3507'NORTHWEST-SOUTHEAST.  TURN SOUTHEAST ONTO TAXIWAY TO THE GRASS AREA
 CQ3507'JUST WEST OF THE JUNCTION OF RUNWAYS AND STATION ON THE NORTH SIDE OF
 CQ3507'THE TAXIWAY.
 CQ3507'IT IS 175.05 FT (53.36 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 14/32,
 CQ3507'174.25 FT (53.11 M) NORTHWEST OF THE CENTERLINE OF RUNWAY 5/23, 113.6
 CQ3507'FT (34.6 M) WEST OF A RUNWAY LIGHT AT THE JUNCTION OF RUNWAYS AND
 CQ3507'75.25 FT (22.94 M) NORTHEAST OF THE TAXIWAY.
 CQ3507
 CQ3507                          STATION RECOVERY (1989)
 CQ3507
 CQ3507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (SWA)
 CQ3507'STATION IS LOCATED NEAR THE INTERSECTION OF ALL RUNWAYS.  IT IS 175.05
 CQ3507'FT (53.36 M) SW OF THE CENTERLINE OF RUNWAY 14-32, 174.25 FT (53.11 M)
 CQ3507'NW OF THE CENTERLINE OF RUNWAY 5-23, 161.1 FT (49.1 M) S OF RUNWAY
 CQ3507'LIGHT (SECOND LIGHT N OF INTERSECTION OF ALL RUNWAYS ON WEST SIDE OF
 CQ3507'RUNWAY 14-32), 113.6 FT (34.6 M) WEST OF FIRST RUNWAY LIGHT, AND 75.25
 CQ3507'FT (22.94 M) NE OF PARALLEL TAXIWAY.  A STANDARD TOPOGRAPHIC DISK
 CQ3507'STAMPED ARP 2 DTN 1970, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CQ3507'THE GROUND.
 CQ3507
 CQ3507                          STATION RECOVERY (1993)
 CQ3507
 CQ3507'RECOVERED 1993
 CQ3507'RECOVERED IN GOOD CONDITION.
 CQ3507
 CQ3507                          STATION RECOVERY (2001)
 CQ3507
 CQ3507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLA)
 CQ3507'RECOVERED IN GOOD CONDITION
 CQ3507' 
 CQ3507' 
 CQ3507'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3509 ***********************************************************************
 CQ3509  PACS        -  This is a Primary Airport Control Station.
 CQ3509  DESIGNATION -  ARP 3 SHV
 CQ3509  PID         -  CQ3509
 CQ3509  STATE/COUNTY-  LA/CADDO
 CQ3509  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3509
 CQ3509                         *CURRENT SURVEY CONTROL
 CQ3509  ___________________________________________________________________
 CQ3509* NAD 83(1992)-  32 26 49.90953(N)    093 49 29.70473(W)     ADJUSTED  
 CQ3509* NAVD 88     -        69.74   (+/-2cm)     228.8    (feet)  VERTCON   
 CQ3509  ___________________________________________________________________
 CQ3509  X           -    -359,398.664 (meters)                     COMP
 CQ3509  Y           -  -5,375,651.930 (meters)                     COMP
 CQ3509  Z           -   3,402,406.685 (meters)                     COMP
 CQ3509  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ3509  ELLIP HEIGHT-          43.83  (meters)          (02/14/02) GPS OBS
 CQ3509  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3509
 CQ3509  HORZ ORDER  -  B
 CQ3509  VERT ORDER  -  THIRD ? (See Below)
 CQ3509  ELLP ORDER  -  FIFTH     CLASS II
 CQ3509
 CQ3509.This mark is at Shreveport Regional Airport (SHV)
 CQ3509
 CQ3509.The horizontal coordinates were established by GPS observations
 CQ3509.and adjusted by the National Geodetic Survey in September 1994..
 CQ3509
 CQ3509.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3509
 CQ3509.GPS derived orthometric heights for airport stations designated as
 CQ3509.PACS or SACS are published to 2 decimal places.  This maintains
 CQ3509.centimeter relative accuracy between the PACS and SACS.  It does
 CQ3509.not indicate centimeter accuracy relative to other marks which are
 CQ3509.part of the NAVD 88 network.
 CQ3509.The vertical order pertains to the NGVD 29 superseded value.
 CQ3509
 CQ3509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3509
 CQ3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3509
 CQ3509.The ellipsoidal height was determined by GPS observations
 CQ3509.and is referenced to NAD 83.
 CQ3509
 CQ3509.The geoid height was determined by GEOID03.
 CQ3509
 CQ3509;                    North         East     Units Scale Factor Converg.
 CQ3509;SPC LA N     -   216,660.567   875,424.221   MT  0.99995732   -0 42 01.7
 CQ3509;SPC LA N     -   710,827.21  2,872,120.97   sFT  0.99995732   -0 42 01.7
 CQ3509;UTM  15      - 3,590,305.360   422,461.498   MT  0.99967414   -0 26 33.4
 CQ3509
 CQ3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3509!SPC LA N     -   0.99999312  x   0.99995732  =   0.99995044
 CQ3509!UTM  15      -   0.99999312  x   0.99967414  =   0.99966726
 CQ3509
 CQ3509                          SUPERSEDED SURVEY CONTROL
 CQ3509
 CQ3509  ELLIP H (09/16/94)   43.95   (m)                       GP(       ) 4 2
 CQ3509  NGVD 29 (09/16/94)   69.81   (m)          229.0    (f) LEVELING    3  
 CQ3509
 CQ3509.Superseded values are not recommended for survey control.
 CQ3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3509.See file dsdata.txt to determine how the superseded data were derived.
 CQ3509
 CQ3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2246190305(NAD 83)
 CQ3509_MARKER: DT = TOPOGRAPHIC STATION DISK
 CQ3509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3509_SP_SET: CONCRETE POST
 CQ3509_STAMPING: ARP 3 SHV 1972
 CQ3509_MARK LOGO: CGS   
 CQ3509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3509+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1993
 CQ3509
 CQ3509  HISTORY     - Date     Condition        Report By
 CQ3509  HISTORY     - 1972     MONUMENTED       NGS
 CQ3509  HISTORY     - 19930107 GOOD
 CQ3509  HISTORY     - 19940615 GOOD             NGS
 CQ3509  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CQ3509
 CQ3509                          STATION DESCRIPTION
 CQ3509
 CQ3509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CQ3509'STATION IS LOCATED ON THE SHREVEPORT REGIONAL AIRPORT WHICH IS IN THE
 CQ3509'WEST PART OF THE CITY OF SHREVEPORT JUST EAST OF THE JUNCTION OF
 CQ3509'INTERSTATE HIGHWAYS 20 AND 220.
 CQ3509'FROM THE TERMINAL RAMP PROCEED SOUTH ON THE TAXIWAY RUNNING PARALLEL
 CQ3509'TO RUNWAY 14/32 TO A TAXIWAY ON LEFT RUNNING PARALLEL TO RUNWAY 5/23.
 CQ3509'TURN LEFT (EASTERLY) AND PROCEED TO THE SECOND TAXIWAY CROSSING
 CQ3509'RUNWAY 5/23, CROSS RUNWAY AND PROCEED ON TAXIWAY TO AN ACCESS GRAVEL
 CQ3509'ROAD TO WEATHER INSTRUMENTS.  TURN LEFT (EAST) ONTO GRAVEL ROAD AND
 CQ3509'MARK ABOUT 120 FT (36.6 M) NORTH OF THE GRAVEL ROAD.
 CQ3509'IT IS 303.6 FT (92.5 M) NORTHWEST OF THE ANEMOMTER ANTENNA, 120.2 FT
 CQ3509'(36.6 M) NORTH-NORTHWEST OF THE NORTHERLY EDGE OF THE ACCESS ROAD,
 CQ3509'61.7 FT (18.8 M) NORTHEAST OF A BLUE LIGHT ALONG THE EAST EDGE OF THE
 CQ3509'TAXIWAY AND 50.1 FT (15.3 M) EAST-NORTHEAST OF THE EAST EDGE OF THE
 CQ3509'TAXIWAY.
 CQ3509
 CQ3509                          STATION RECOVERY (1993)
 CQ3509
 CQ3509'RECOVERED 1993
 CQ3509'RECOVERED IN GOOD CONDITION.
 CQ3509
 CQ3509                          STATION RECOVERY (1994)
 CQ3509
 CQ3509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CQ3509'THE STATION IS LOCATED IN THE GRASS AREA SOUTHEAST OF THE INTERSECTION
 CQ3509'OF RUNWAY 5/23 AND TAXIWAY (D), 303.6 FT (92.5 M) NORTHWEST OF THE
 CQ3509'ANEMOMETER, 120.2 FT (36.6 M) NORTH-NORTHWEST OF THE NORTHERLY EDGE OF
 CQ3509'THE MACADAM DRIVEWAY LEADING TO THE ANEMOMETER, 61.7 FT (18.8 M)
 CQ3509'NORTHEAST OF THE 6TH TAXIWAY LIGHT THAT IS SOUTH-SOUTHEAST OF THE
 CQ3509'INTERSECTION, 50.1 FT (15.3 M) EAST-NORTHEAST OF THE EASTERLY EDGE OF
 CQ3509'TAXIWAY (D).  THE MARK IS A STANDARD CGS TOPOGRAPHIC STATION DISK,
 CQ3509'STAMPED ARP 3 SHV 1972, SET IN THE TOP OF A CONCRETE POST THAT IS
 CQ3509'FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3509
 CQ3509                          STATION RECOVERY (2001)
 CQ3509
 CQ3509'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ3509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3130 ***********************************************************************
 CP3130  DESIGNATION -  ARRAT
 CP3130  PID         -  CP3130
 CP3130  STATE/COUNTY-  LA/MOREHOUSE
 CP3130  USGS QUAD   -  COLLINSTON EAST (1982)
 CP3130
 CP3130                         *CURRENT SURVEY CONTROL
 CP3130  ___________________________________________________________________
 CP3130* NAD 83(1992)-  32 42 59.65334(N)    091 52 29.81804(W)     ADJUSTED  
 CP3130* NAVD 88     -        47.41   (+/-2cm)     155.5    (feet)  VERTCON   
 CP3130  ___________________________________________________________________
 CP3130  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CP3130  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3130
 CP3130  HORZ ORDER  -  FIRST
 CP3130  VERT ORDER  -  THIRD ? (See Below)
 CP3130
 CP3130.The horizontal coordinates were established by classical geodetic methods
 CP3130.and adjusted by the National Geodetic Survey in September 1999..
 CP3130
 CP3130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3130.The vertical order pertains to the NGVD 29 superseded value.
 CP3130
 CP3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3130
 CP3130.The geoid height was determined by GEOID03.
 CP3130
 CP3130;                    North         East     Units Scale Factor Converg.
 CP3130;SPC LA N     -   245,940.215 1,058,599.396   MT  1.00001176   +0 19 49.7
 CP3130;SPC LA N     -   806,888.86  3,473,088.19   sFT  1.00001176   +0 19 49.7
 CP3130;UTM  15      - 3,620,426.149   605,435.116   MT  0.99973707   +0 36 29.3
 CP3130
 CP3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3130!SPC LA N     -   0.99999662  x   1.00001176  =   1.00000838
 CP3130!UTM  15      -   0.99999662  x   0.99973707  =   0.99973369
 CP3130
 CP3130:                Primary Azimuth Mark                     Grid Az
 CP3130:SPC LA N     -  MER ROUGE MUNICIPAL TANK                 048 41 22.9
 CP3130:UTM  15      -  MER ROUGE MUNICIPAL TANK                 048 24 43.3
 CP3130
 CP3130|---------------------------------------------------------------------|
 CP3130| PID    Reference Object                     Distance      Geod. Az  |
 CP3130|                                                           dddmmss.s |
 CP3130| CP3148 MER ROUGE MUNICIPAL TANK            APPROX.10.2 KM 0490112.6 |
 CP3130| CY3307 ARRAT RM 1                           45.949 METERS 08740     |
 CP3130| CP3124 OAK RIDGE ATT MICROWAVE KKT 26      APPROX.17.4 KM 1281358.9 |
 CP3130| CY4204 D 3271                                             1415824.3 |
 CP3130| CY3306 ARRAT AZ MK                                        1525927.6 |
 CP3130| CP3136 OAK RIDGE LA PWR AND LT KYL 86      APPROX.17.8 KM 1531142.8 |
 CP3130| CY3308 ARRAT RM 2                           53.547 METERS 16105     |
 CP3130| CP3129 COLLINSTON MUNICIPAL TANK           APPROX. 3.0 KM 1721047.9 |
 CP3130| CP3041 FORT WORTH ATLANTA AWY BCN 32       APPROX.25.0 KM 1760934.4 |
 CP3130| CQ2651 STERLINGTON LA P L CO W STACK       APPROX.19.2 KM 2655622.4 |
 CP3130| CQ2653 STERLINGTON LA P L CO E STACK       APPROX.19.2 KM 2660254.7 |
 CP3130| CP3141 D 3272 LAGS 1952                    190.816 METERS 31444     |
 CP3130| CP3154 BASTROP COURTHOUSE                  APPROX. 7.7 KM 3314544.2 |
 CP3130| CP3157 BASTROP SO KRAFT CORP STACK         APPROX. 7.3 KM 3321455.6 |
 CP3130| CP3153 BASTROP LOUISIANA P AND L TANK      APPROX. 7.6 KM 3322444.8 |
 CP3130| CP3156 BASTROP SOU KRAFT CORP TANK         APPROX. 7.4 KM 3323225.3 |
 CP3130| CP3155 BASTROP ARK LA AND MO RR STK        APPROX. 7.9 KM 3341803.3 |
 CP3130| CP3160 BASTROP LA PAPER MILL STACK         APPROX. 8.0 KM 3362142.3 |
 CP3130| CP3161 BASTROP LA PAPER MILL TANK          APPROX. 8.1 KM 3365159.0 |
 CP3130| CP3158 BASTROP CONSOL CHEM IND STK         APPROX. 8.8 KM 3372230.7 |
 CP3130| CP3159 BASTROP CONSOL CHEM IND INC TK      APPROX. 8.8 KM 3374131.5 |
 CP3130|---------------------------------------------------------------------|
 CP3130
 CP3130                          SUPERSEDED SURVEY CONTROL
 CP3130
 CP3130  NAD 83(1992)-  32 42 59.65398(N)    091 52 29.81777(W) AD(       ) 1
 CP3130  NAD 83(1986)-  32 42 59.66544(N)    091 52 29.81074(W) AD(       ) 1
 CP3130  NAD 27      -  32 42 59.17300(N)    091 52 29.35200(W) AD(       ) 1
 CP3130  NGVD 29 (07/19/86)   47.48   (m)          155.8    (f) LEVELING    3  
 CP3130
 CP3130.Superseded values are not recommended for survey control.
 CP3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3130.See file dsdata.txt to determine how the superseded data were derived.
 CP3130
 CP3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0543520426(NAD 83)
 CP3130_MARKER: DS = TRIANGULATION STATION DISK
 CP3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3130
 CP3130  HISTORY     - Date     Condition        Report By
 CP3130  HISTORY     - 1939     MONUMENTED       CGS
 CP3130  HISTORY     - 1952     GOOD             CGS
 CP3130  HISTORY     - 1967     GOOD             CGS
 CP3130  HISTORY     - 1971     GOOD             NGS
 CP3130  HISTORY     - 1973     GOOD             DMA
 CP3130
 CP3130                          STATION DESCRIPTION
 CP3130
 CP3130'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3130'STATION IS LOCATED 5 MILES BY ROAD SE OF BASTROP, ABOUT
 CP3130'1.8 MILES NW OF COLLINSTON ON NE SIDE OF BASTROP-COLLINSTON
 CP3130'GRAVELED ROAD.  IN YARD OF MOUNT ARRAT (COLORED) BAPTIST
 CP3130'CHURCH AND SCHOOL.
 CP3130'
 CP3130'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3130'BRONZE DISKS SET IN CONCRETE.
 CP3130'
 CP3130'MARK IS, PROJECTING ABOUT 4 INCHES, STAMPED ARRAT
 CP3130'1939, IS SET 51 FEET ENE OF CENTER LINE OF BASTROP-COLLINSTON
 CP3130'ROAD, 50 FEET SSE OF 12-INCH PINE TREE WITH TRIANGULAR BLAZE,
 CP3130'48 FEET S OF WOOD FENCE, 140 FEET NW OF NW CORNER BUILDING,
 CP3130'MOUNT ARRAT BAPTIST CHURCH AND SCHOOL (COLORED).
 CP3130'
 CP3130'TO REACH FROM BASTROP, DRIVE S FROM NW CORNER OF SQUARE ON
 CP3130'PAVED STREET, PAST W SIDE OF COURTHOUSE FOR 1 MILE TO GRAVELED
 CP3130'T-ROAD LEFT, SE, BASTROP-COLLINSTON ROAD.  DRIVE SE ON THIS
 CP3130'ROAD FOR 4 MILES TO MOUNT ARRAT BAPTIST CHURCH AND SCHOOL
 CP3130'(COLORED) ON LEFT AND STATION.
 CP3130'
 CP3130'REFERENCE MARK NO. 1, PROJECTING 6 INCHES, STAMPED
 CP3130'ARRAT NO. 1, IS SET IN SCHOOLYARD.  IT IS ESE OF STATION
 CP3130'150.75 FEET, 24 FEET N OF NE CORNER OF SCHOOL, 30 FEET S
 CP3130'OF WOOD AND WIRE FENCE.  REFERENCE MARK NO. 2,
 CP3130'PROJECTING 6 INCHES, STAMPED ARRAT NO. 2, IS SET ON W SIDE
 CP3130'OF BASTROP-COLLINSTON ROAD, 175.67 FEET SSW OF STATION,
 CP3130'36 FEET W OF CENTER LINE OF ROAD, 51 FEET S OF TELEPHONE
 CP3130'POLE, 51 FEET S OF TELEPHONE POLE.
 CP3130'
 CP3130'AZIMUTH MARK, PROJECTING 6 INCHES, STAMPED ARRAT
 CP3130'1939, IS ABOUT 0.25 MILE SSE OF STATION.  SET IN E ROAD
 CP3130'BANK ABOUT 4 FEET ABOVE LEVEL OF ROAD, 36 FEET E OF CENTER
 CP3130'LINE OF BASTROP-COLLINSTON ROAD, 41 FEET NNW OF TELEPHONE
 CP3130'POLE.  FROM STATION, DRIVE S ON BASTROP-COLLINSTON ROAD
 CP3130'FOR 0.25 MILE TO MARK ON LEFT, E SIDE OF ROAD.
 CP3130'
 CP3130'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CP3130
 CP3130                          STATION RECOVERY (1952)
 CP3130
 CP3130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP3130'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 CP3130'IN GOOD CONDITION.  A DIFFERENCE IN THE DIRECTION TO REFERENCE
 CP3130'MARK 1 WAS NOTED.  A NEW DESCRIPTION FOLLOWS.
 CP3130'
 CP3130'THE STATION IS ABOUT 5 MILES SOUTHEAST OF BASTROP, ABOUT
 CP3130'2 MILES NORTHWEST OF COLLINGSTON AND ON THE GROUNDS OF THE
 CP3130'MOUNT ARRAT CHURCH.  THE MARK IS 51 FEET EAST OF THE CENTER
 CP3130'OF STATE HIGHWAY 47, 50 FEET SOUTHEAST OF A 14-INCH PINE
 CP3130'TREE, AND 26 FEET SOUTHEAST OF A FENCE.
 CP3130'
 CP3130'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CP3130'47 AND 14 AT THE SOUTH EDGE OF BASTROP, GO SOUTHEAST ON
 CP3130'HIGHWAY 47 FOR 3.9 MILES TO D 3272 (LA. GEOD. S.) MARK ON
 CP3130'THE RIGHT, CONTINUE SOUTHEAST 0.1 MILE TO THE STATION ON
 CP3130'THE LEFT, CONTINUE SOUTHEAST 0.15 MILE TO D 3271 (LA. GEOD.
 CP3130'S.) MARK ON THE LEFT, CONTINUE SOUTHEAST 0.1 MILE TO THE
 CP3130'AZIMUTH MARK ON THE LEFT.
 CP3130'
 CP3130'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CP3130'ARRAT 1939.
 CP3130'
 CP3130'REFERENCE MARK 1 IS 17 FEET NORTHEAST OF THE NORTHEAST CORNER
 CP3130'OF THE CHURCH AND 14 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 CP3130'6 INCHES AND THE DISK IS STAMPED ARRAT NO 1 1939.
 CP3130'
 CP3130'REFERENCE MARK 2 IS 51 FEET SOUTHEAST OF A TELEPHONE POLE AND
 CP3130'39 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY.  THE MARK
 CP3130'PROJECTS 6 INCHES AND THE DISK IS STAMPED ARRAT NO 2 1939.
 CP3130'
 CP3130'THE AZIMUTH MARK IS 41 FEET NORTHWEST OF A POWERLINE POLE,
 CP3130'36 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2 FEET WEST
 CP3130'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6
 CP3130'INCHES AND THE DISK IS STAMPED ARRAT 1939.
 CP3130'
 CP3130'D 3271 (LA. GEOD. S.) IS 28 FEET EAST OF THE CENTER OF THE
 CP3130'HIGHWAY, 7 FEET WEST OF A FENCE AND 2 FEET WEST OF A 4 IN
 CP3130'X 4 IN CONCRETE POST.  THE MARK IS A BRONZE DISK OF THE
 CP3130'LOUISIANA GEODETIC SURVEY SET IN THE TOP OF A 6-INCH SQUARE
 CP3130'CONCRETE POST THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED
 CP3130'D 3271.
 CP3130'
 CP3130'D 3272 IS 33 FEET WEST OF THE CENTER OF THE HIGHWAY AND 7
 CP3130'FEET SOUTHEAST OF A 12-INCH PINE TREE.  THE MARK IS A BRONZE
 CP3130'DISK OF THE LOUISIANA GEODETIC SURVEY SET IN THE TOP OF A
 CP3130'6-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  THE
 CP3130'DISK IS STAMPED D 3272.
 CP3130
 CP3130                          STATION RECOVERY (1967)
 CP3130
 CP3130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GCR)
 CP3130'THE STATION WAS VISITED.  THE STATION MARK, REFERENCE MARKS
 CP3130'1 AND 2 AND THE AZIMUTH MARK WERE ALL FOUND IN GOOD CONDITION.
 CP3130'STAMPINGS ON ALL MARKS WERE VERIFIED.
 CP3130'
 CP3130'THE MOUNT ARRAT CHURCH WAS REBUILT IN 1953.
 CP3130'
 CP3130'THE AZIMUTH MARK IS SITUATED ABOUT 0.25 MILE SOUTH-SOUTHEAST
 CP3130'OF THE STATION AND ABOUT 0.05 MILE SOUTH OF THE JUNCTION
 CP3130'OF LOUISIANA HIGHWAYS NOS 593 AND 3079.  IT IS 45 FEET NORTH
 CP3130'OF A POWERLINE POLE, 39 FEET EAST OF CENTER OF THE HIGHWAY,
 CP3130'39 FEET NORTH OF THE WEST END OF A LARGE SIGN FOR RUNYON
 CP3130'IMPLEMENT COMPANY AND 36 FEET WEST OF A 12-INCH OAK MARKED
 CP3130'BY TRIANGULAR BLAZE.  THE MARK PROJECT 3-INCHES ABOVE GROUND
 CP3130'LEVEL.
 CP3130'
 CP3130'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE SOUTHWEST
 CP3130'CORNER OF THE COURTHOUSE IN BASTROP, GO SOUTH ON LOUISIANA
 CP3130'HIGHWAY 139 FOR 0.95 MILE TO FORKS AND JUNCTION WITH LOUISIANA
 CP3130'HIGHWAY 593.  TAKE LEFT FORK AND FOLLOW HIGHWAY 593 SOUTHEASTERLY
 CP3130'FOR 4.1 MILES TO DRIVEWAY ENTRANCE INTO THE MOUNT ARRAT
 CP3130'CHURCH AND STATION ON LEFT.
 CP3130'
 CP3130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MILES
 CP3130'NNW OF COLLINSTON.
 CP3130
 CP3130                          STATION RECOVERY (1971)
 CP3130
 CP3130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3130'NO MEASUREMENT OR DIRECTION TO R.M. 1 DUE TO A LARGE TREE
 CP3130'ON LINE.
 CP3130'
 CP3130'NO MEASUREMENT OR DIRECTION TO THE AZIMUTH MARK DUE TO TREES
 CP3130'AND HEAVY UNDERGROWTH ON LINE.
 CP3130'
 CP3130'NO MEASUREMENT OR DIRECTION TO D 3272 (LA. GEOD. S.) MARK
 CP3130'DUE TO TREES AND HEAVY UNDERGROWTH ON LINE.
 CP3130'
 CP3130'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AZIMUTH
 CP3130'MARK AND D 3272 (LA. GEOD. S.) MARK WERE RECOVERED AND FOUND
 CP3130'TO BE IN GOOD CONDITION.  D 3271 (LA. GEOD. S.) MARK WAS
 CP3130'SEARCHED FOR AND NOT FOUND.  IT IS BELIEVED DESTROYED.  A
 CP3130'NEW DESCRIPTION FOLLOWS.
 CP3130'
 CP3130'TO REACH THE STATION FROM THE POST OFFICE IN COLLINSTON,
 CP3130'GO NORTH ON STATE HIGHWAY 138 FOR 0.45 MILE TO THE JUNCTION
 CP3130'OF STATE HIGHWAY 593 TO THE LEFT.  TURN LEFT AND GO NORTHWEST
 CP3130'AND NORTH ON STATE HIGHWAY 593 FOR 1.4 MILES TO THE AZIMUTH
 CP3130'MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY ON STATE HIGHWAY
 CP3130'593 FOR 0.05 MILE TO STATE HIGHWAY 3079 ON THE RIGHT.  CONTINUE
 CP3130'NORTHERLY ON STATE HIGHWAY 593 FOR 0.2 MILE TO THE STATION
 CP3130'ON THE RIGHT.
 CP3130'
 CP3130'THE STATION IS ABOUT 2-1/4 MILES NORTH OF COLLINSTON, IN
 CP3130'THE SOUTHEAST 1/4 OF SECTION 17.  T 20 N, R 6 E AND ON THE
 CP3130'PROPERTY OF THE MT ARRAT BAPTIST CHURCH.  MR. LAWYER JOHNSON
 CP3130'AND MR. J.L. BATES, MEMBERS OF THE CHURCH BOARD, WERE CONTACTED.
 CP3130'ADDRESS--COLLINSTON, LOUISIANA.
 CP3130'
 CP3130'THE STATION MARKS ARE STANDARD DISKS STAMPED ARRAT 1939.
 CP3130'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CP3130'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 CP3130'IT IS 140 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CP3130'CONCRETE CHURCH BUILDING, 51 FEET EAST-NORTHEAST OF THE
 CP3130'CENTER OF STATE HIGHWAY 593, 50 FEET SOUTH-SOUTHEAST OF A
 CP3130'14-INCH PINE TREE, 26 FEET SOUTH OF A WIRE FENCE AND 20
 CP3130'FEET WEST OF AN 18-INCH OAK TREE.  THE UNDERGROUND DISK IS
 CP3130'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CP3130'BELOW THE GROUND SURFACE.
 CP3130'
 CP3130'REFERENCE MARK 1, A STANDARD DISK STAMPED ARRAT NO 1 1939,
 CP3130'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CP3130'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CP3130'43 FEET EAST OF A 40-INCH PINE TREE, 29 FEET SOUTHWEST OF
 CP3130'A 36-INCH PINE TREE, 17 FEET NORTH OF THE NORTHEAST CORNER
 CP3130'OF THE CHURCH BUILDING AND 15 FEET SOUTH OF A WIRE FENCE.
 CP3130'
 CP3130'REFERENCE MARK 2, A STANDARD DISK STAMPED ARRAT NO 2 1939,
 CP3130'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CP3130'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CP3130'47 FEET SOUTHEAST OF A POWERLINE POLE, 38 FEET SOUTHWEST OF
 CP3130'THE CENTER OF STATE HIGHWAY 593 AND 41 FEET NORTHWEST OF
 CP3130'THE CENTER OF A GRAVELED ROAD.
 CP3130'
 CP3130'THE AZIMUTH MARK.  A STANDARD DISK STAMPED ARRAT 1939, IS
 CP3130'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CP3130'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 CP3130'NORTH OF A POWERLINE POLE, 35 FEET EAST OF THE CENTER OF
 CP3130'STATE HIGHWAY 593 AND 34 FEET WEST OF AN 18-INCH PINE TREE.
 CP3130'
 CP3130'D 3272 (LA. GEOD. S.) MARK, A STANDARD LOUISIANA GEODETIC
 CP3130'SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 CP3130'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 33
 CP3130'FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 593 AND 7
 CP3130'FEET SOUTHEAST OF A 30-INCH PINE TREE.
 CP3130'
 CP3130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES NORTH
 CP3130'OF COLLINSTON.
 CP3130'
 CP3130'HEIGHT OF LIGHT ABOVE STATION MARK 86.1 FEET.
 CP3130
 CP3130                          STATION RECOVERY (1973)
 CP3130
 CP3130'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3130'THE STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  THE
 CP3130'ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1399 ***********************************************************************
 AU1399  DESIGNATION -  ARSENAUX
 AU1399  PID         -  AU1399
 AU1399  STATE/COUNTY-  LA/TERREBONNE
 AU1399  USGS QUAD   -  GIBSON (1980)
 AU1399
 AU1399                         *CURRENT SURVEY CONTROL
 AU1399  ___________________________________________________________________
 AU1399* NAD 83(1992)-  29 38 17.83106(N)    090 57 14.10967(W)     ADJUSTED  
 AU1399* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU1399  **This station is located in a subsidence area (see below).
 AU1399  ___________________________________________________________________
 AU1399  X           -     -92,367.464 (meters)                     COMP
 AU1399  Y           -  -5,547,404.854 (meters)                     COMP
 AU1399  Z           -   3,135,574.821 (meters)                     COMP
 AU1399  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU1399  ELLIP HEIGHT-         -24.14  (meters)          (02/21/02) GPS OBS
 AU1399  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AU1399  DYNAMIC HT  -           1.4   (meters)       5.    (feet)  COMP
 AU1399  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 AU1399
 AU1399  HORZ ORDER  -  FIRST
 AU1399  VERT ORDER  -  THIRD (See Below)
 AU1399  ELLP ORDER  -  FIFTH     CLASS I
 AU1399
 AU1399.The horizontal coordinates were established by classical geodetic methods
 AU1399.and adjusted by the National Geodetic Survey in January 1993..
 AU1399
 AU1399 ** The orthometric height has not been validated since last determined
 AU1399 ** by differential leveling and should not be used for control purposes.
 AU1399 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1399 ** area with valid NAVD 88 orthometric heights.
 AU1399 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1399 ** epoch indicated which incorporates improved geoid heights for the
 AU1399 ** Southern Louisiana Subsidence area.
 AU1399 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1399.The orthometric height was scaled from a topographic map.
 AU1399.The vertical order pertains to the first NAVD 88 superseded value.
 AU1399
 AU1399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1399
 AU1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1399
 AU1399.The ellipsoidal height was determined by GPS observations
 AU1399.and is referenced to NAD 83.
 AU1399
 AU1399.The geoid height was determined by GEOID03.
 AU1399
 AU1399.The dynamic height is computed by dividing the NAVD 88
 AU1399.geopotential number by the normal gravity value computed on the
 AU1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1399.degrees latitude (g = 980.6199 gals.).
 AU1399
 AU1399.The modeled gravity was interpolated from observed gravity values.
 AU1399
 AU1399;                    North         East     Units Scale Factor Converg.
 AU1399;SPC LA S     -   126,234.210 1,036,738.210   MT  0.99994564   +0 11 23.0
 AU1399;SPC LA S     -   414,153.40  3,401,365.28   sFT  0.99994564   +0 11 23.0
 AU1399;UTM  15      - 3,280,455.096   698,073.133   MT  1.00008410   +1 00 43.8
 AU1399
 AU1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1399!SPC LA S     -   1.00000379  x   0.99994564  =   0.99994943
 AU1399!UTM  15      -   1.00000379  x   1.00008410  =   1.00008789
 AU1399
 AU1399:                Primary Azimuth Mark                     Grid Az
 AU1399:SPC LA S     -  ARSENAUX AZ MK                           118 35 36.5
 AU1399:UTM  15      -  ARSENAUX AZ MK                           117 46 15.7
 AU1399
 AU1399|---------------------------------------------------------------------|
 AU1399| PID    Reference Object                     Distance      Geod. Az  |
 AU1399|                                                           dddmmss.s |
 AU1399| AH6526 ARSENAUX AZ MK                      APPROX. 0.6 KM 1184659.5 |
 AU1399| AU1401 ARSENAUX RM 2                       459.430 METERS 1204920.6 |
 AU1399| AU1400 ARSENAUX RM 1                        39.772 METERS 34236     |
 AU1399| AU3189 DONNER STACK                        APPROX. 5.6 KM 3485218.5 |
 AU1399| AU3188 DONNER SAWMILL WATER TANK           APPROX. 5.7 KM 3492100.3 |
 AU1399|---------------------------------------------------------------------|
 AU1399
 AU1399                          SUPERSEDED SURVEY CONTROL
 AU1399
 AU1399  ELLIP H (01/21/93)  -24.13   (m)                       GP(       ) 4 2
 AU1399  NAD 83(1986)-  29 38 17.85649(N)    090 57 14.11438(W) AD(       ) 1
 AU1399  NAD 27      -  29 38 17.09799(N)    090 57 13.76700(W) AD(       ) 3
 AU1399  NAVD 88 (06/15/91)    1.502  (m)            4.93   (f) UNKNOWN     1 2
 AU1399  NGVD 29 (??/??/??)    1.543  (m)            5.06   (f) ADJUSTED    1 2
 AU1399
 AU1399.Superseded values are not recommended for survey control.
 AU1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1399.See file dsdata.txt to determine how the superseded data were derived.
 AU1399
 AU1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9807380455(NAD 83)
 AU1399_MARKER: DS = TRIANGULATION STATION DISK
 AU1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1399_SP_SET: SQUARE CONCRETE MONUMENT
 AU1399_STAMPING: ARSENAUX 1931
 AU1399_MARK LOGO: CGS   
 AU1399_PROJECTION: FLUSH
 AU1399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1399+STABILITY: SURFACE MOTION
 AU1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1399+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1399
 AU1399  HISTORY     - Date     Condition        Report By
 AU1399  HISTORY     - 1931     MONUMENTED       CGS
 AU1399  HISTORY     - 1934     GOOD             CGS
 AU1399  HISTORY     - 1948     GOOD             CGS
 AU1399  HISTORY     - 1965     GOOD             CGS
 AU1399  HISTORY     - 1965     GOOD             CGS
 AU1399  HISTORY     - 1980     GOOD             LADTD
 AU1399  HISTORY     - 1982     GOOD             NGS
 AU1399  HISTORY     - 1987     GOOD             NGS
 AU1399  HISTORY     - 19930303 GOOD             NGS
 AU1399  HISTORY     - 19950103 GOOD             MPHI
 AU1399
 AU1399                          STATION DESCRIPTION
 AU1399
 AU1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU1399'STATION IS ABOUT 4.7 MILES SE OF THE VILLAGE OF GIBSON, 4.0
 AU1399'MILES S ALONG U.S. HIGHWAY 90 FROM BRIDGE OVER BAYOU BLACK
 AU1399'WHICH IS 1/2 MILE W OF VILLAGE OF GIBSON, ON LAND OWNED
 AU1399'AND OCCUPIED BY HERBERT ARSENAUX, WHOSE PLACE IS ABOUT 100
 AU1399'YARDS W OF THE W EDGE OF THE SOUTHDOWN PLANTATION, 30 PACES
 AU1399'E OF MR. ARSENAUXS HOUSE, AND 56.5 FEET S OF CENTER LINE OF
 AU1399'THE CONCRETE HIGHWAY (U.S. HIGHWAY 90).
 AU1399'
 AU1399'SURFACE, UNDERGROUND, AND REFERNCE MARKS ARE STANDARD BRONZE
 AU1399'DISKS SET IN CONCRETE.
 AU1399'
 AU1399'UPPER MARK PROJECTS 4 INCHES.
 AU1399'
 AU1399'REFERENCE MARK NO. 1 IS ON N SIDE OF BAYOU OPPOSITE THE ARSENAUX
 AU1399'HOUSE, ABOUT 1/4 MILE SE OF ONE CANE HOIST, AND 1/3 MILE
 AU1399'NW OF ANOTHER CANE HOIST, 24 FEET N OF CENTER LINE OF PAVEMENT,
 AU1399'JUST BELOW SHOULDER OF ROAD, AND 130.47 FEET FROM STATION
 AU1399'N 17 DEG 24 MIN W.
 AU1399'
 AU1399'REFERENCE MARK NO. 2 IS ON LAND OF THE SOUTHDOWN PLANTATION
 AU1399'ABOUT 550 YARDS SE OF MR. ARSENAUXS HOUSE, 250 YARDS NW OF A
 AU1399'CANE HOIST, IN A FENCE LINE ON S SIDE OF THE ROAD, ABOUT
 AU1399'40 FEET FROM CENTER OF PAVEMENT AND 510 PACES FROM STATION
 AU1399'S 59 DEG 11 MIN E.
 AU1399
 AU1399                          STATION RECOVERY (1934)
 AU1399
 AU1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU1399'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 AU1399'PROPERTY IS OWNED BY A MRS. C. GIROIR.
 AU1399
 AU1399                          STATION RECOVERY (1948)
 AU1399
 AU1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU1399'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS--
 AU1399'
 AU1399'THE STATION IS IN THE YARD OF THE FOURTH HOUSE E OF THE
 AU1399'TEXAS CO. PUMPING STATION.
 AU1399'
 AU1399'R.M. 1 IS ON THE S SIDE OF THE BAYOU.
 AU1399
 AU1399                          STATION RECOVERY (1965)
 AU1399
 AU1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1399'THE STATION MARK, STAMPED ARSENAUX 1931, IS ABOUT 5.2 MILES
 AU1399'SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE CONCRETE DRAWBRIDGE
 AU1399'OVER BAYOU BLACK AT GIBSON, IN FRACTIONAL SECTION 80, T 16 S,
 AU1399'R 15 E, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AU1399'82 FEET NORTH-NORTHWEST OF A POWER POLE, 94 FEET EAST OF A
 AU1399'LARGE OAK TREE, 53-1/2 FEET SOUTH OF A LIGHT POLE, 119 FEET
 AU1399'SOUTHEAST OF THE EAST CORNER OF A SMALL HOUSE, ABOUT 0.3
 AU1399'MILE NORTHWEST OF REFERENCE MARK ARSENAUX NO 2 1931, ABOUT
 AU1399'2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 AU1399'CONCRETE POST PROJECTING 5 INCHES.
 AU1399'
 AU1399'REFERENCE MARK NO 1 WAS THOROUGHLY SEARCHED FOR BUT IT WAS NOT
 AU1399'RECOVERED.
 AU1399'
 AU1399'REFERENCE MARK NO 2, STAMPED ARSENAUX NO 2 1931, IS ABOUT
 AU1399'0.15 MILE NORTHWEST OF THE CENTER LINE OF A SLIGHT CURB IN
 AU1399'THE HIGHWAY, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AU1399'HIGHWAY, 251 FEET NORTH-NORTHWEST OF A LARGE LONE OAK TREE,
 AU1399'32 FEET SOUTHEAST OF THE MARKER POST FOR AN UNDERGROUND
 AU1399'CABLE, 5 FEET NORTHWEST OF THE POWER POLE, 2.0 FEET SOUTHEAST
 AU1399'OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 AU1399'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 AU1399'INCHES.
 AU1399
 AU1399                          STATION RECOVERY (1965)
 AU1399
 AU1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1399'5.2 MI SE FROM GIBSON.
 AU1399'5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE CONCRETE DRAWBRIDGE
 AU1399'OVER BAYOU BLACK AT GIBSON, IN FRACTIONAL SECTION 80, T 16 S, R 15 E,
 AU1399'57 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 82 FEET
 AU1399'NORTH-NORTHWEST OF A POWER POLE, 94 FEET EAST OF A LARGE OAK TREE, 53
 AU1399'1/2 FEET SOUTH OF A LIGHT POLE, 119 FEET SOUTHEAST OF THE EAST CORNER
 AU1399'OF A SMALL HOUSE ABOUT 0.3 MILE NORTHWEST OF REFERENCE MARK ARSENAUX
 AU1399'NO 2 1931, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 AU1399'OF A CONCRETE POST PROJECTING 5 INCHES.
 AU1399
 AU1399                          STATION RECOVERY (1980)
 AU1399
 AU1399'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 AU1399'RECOVERED IN GOOD CONDITION.
 AU1399
 AU1399                          STATION RECOVERY (1982)
 AU1399
 AU1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1399'THE MARK IS 0.61 M BELOW HIGHWAY.
 AU1399'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  7.68 KILOMETERS
 AU1399'(4.75 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHEAST END OF
 AU1399'THE HIGHWAY BRIDGE OVER BAYOU BLACK IN GIBSON, TO THE MARK ON THE
 AU1399'RIGHT, 17.37 METERS (57.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE
 AU1399'HIGHWAY, 55.77 METERS (183.0 FEET) NORTHWEST OF A FIRE HYDRANT, 24.99
 AU1399'METERS (82.0 FEET) NORTH OF POWER POLE REA 266, 18.28 METERS (60.0
 AU1399'FEET) SOUTHEAST OF THE CENTER OF A SHELL ENTRANCE DRIVE OF A SINGLE
 AU1399'STORY FRAME HOUSE.
 AU1399'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AU1399
 AU1399                          STATION RECOVERY (1987)
 AU1399
 AU1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 AU1399'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AU1399'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND FOR GPS
 AU1399'OBSERVATIONS.
 AU1399'
 AU1399'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI)
 AU1399'SOUTHEAST OF MORGAN CITY, 8.0 KM (5 MI) NORTHWEST OF HUMPHREYS, 6.4
 AU1399'KM (4 MI) SOUTH OF GIBSON.
 AU1399'OWNERSHIP--MS. MAXIE GIROIR, CONTACT MS. NELLA GIROIR WHO LIVES ON
 AU1399'THE PROPERTY, PHONE 504-575-3684.
 AU1399'
 AU1399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU1399'HIGHWAY 20 IN GIBSON, GO SOUTHEAST ON HIGHWAY 90 FOR 7.9 KM (4.9
 AU1399'MI) TO THE MARK ON THE RIGHT.
 AU1399'
 AU1399'THE STATION IS A STANDARD CGS DISK
 AU1399'STAMPED---ARSENAUX 1931---,
 AU1399'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AU1399'30 CM ON SIDE PROJECTING 0.3 METER ABOVE GROUND. LOCATED
 AU1399'18.3 METERS (60 FT) EAST FROM THE CENTER OF A GRAVEL DRIVE LEADING
 AU1399'SOUTH TO THE HOME OF NELLA GIROIR,
 AU1399'17.2 METERS (56 FT) SOUTH FROM THE CENTER OF U.S. HIGHWAY 90,
 AU1399'16.5 METERS (54 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH A
 AU1399'SECURITY LIGHT AND
 AU1399'0.5 METER (1.5 FT) SOUTH FROM A WITNESS POST.
 AU1399'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 AU1399'STAMPED---ARSENAUX 1931---,
 AU1399'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AU1399'
 AU1399'DESCRIBED BY REX D. BALL, TYPED BY DEW.
 AU1399
 AU1399                          STATION RECOVERY (1993)
 AU1399
 AU1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1399'0.2 KM (0.10 MI) SOUTHERLY ALONG CAROLL STREET FROM THE POST OFFICE
 AU1399'IN GIBSON, THENCE 6.8 KM (4.20 MI) SOUTHEASTERLY ALONG SOUTH BAYOU
 AU1399'BLACK DRIVE AND U.S. HIGHWAY 90, 55.8 M (183.1 FT) NORTHWEST OF A
 AU1399'FIRE HYDRANT, 17.4 M (57.1 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY,
 AU1399'17.3 M (56.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.4 M
 AU1399'(53.8 FT) SOUTH-SOUTHEAST OF A UTILITY LIGHT POLE, 0.5 M (1.6 FT)
 AU1399'SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AU1399'HIGHWAY, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 AU1399'SURFACE.
 AU1399
 AU1399                          STATION RECOVERY (1995)
 AU1399
 AU1399'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1399'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6526 ***********************************************************************
 AH6526  DESIGNATION -  ARSENAUX AZ MK
 AH6526  PID         -  AH6526
 AH6526  STATE/COUNTY-  LA/TERREBONNE
 AH6526  USGS QUAD   -  GIBSON (1980)
 AH6526
 AH6526                         *CURRENT SURVEY CONTROL
 AH6526  ___________________________________________________________________
 AH6526* NAD 83(1992)-  29 38 08.40647(N)    090 56 54.47345(W)     ADJUSTED  
 AH6526* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6526  **This station is located in a subsidence area (see below).
 AH6526  ___________________________________________________________________
 AH6526  X           -     -91,841.736 (meters)                     COMP
 AH6526  Y           -  -5,547,557.388 (meters)                     COMP
 AH6526  Z           -   3,135,322.760 (meters)                     COMP
 AH6526  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AH6526  ELLIP HEIGHT-         -23.81  (meters)          (02/21/02) GPS OBS
 AH6526  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6526
 AH6526  HORZ ORDER  -  FIRST
 AH6526  ELLP ORDER  -  FIFTH     CLASS I
 AH6526
 AH6526.The horizontal coordinates were established by GPS observations
 AH6526.and adjusted by the National Geodetic Survey in December 1998..
 AH6526
 AH6526 ** The orthometric height has not been validated since last determined
 AH6526 ** by differential leveling and should not be used for control purposes.
 AH6526 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6526 ** area with valid NAVD 88 orthometric heights.
 AH6526 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6526 ** epoch indicated which incorporates improved geoid heights for the
 AH6526 ** Southern Louisiana Subsidence area.
 AH6526 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6526.The orthometric height was determined by GPS observations and a
 AH6526.high-resolution geoid model.
 AH6526
 AH6526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6526
 AH6526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6526
 AH6526.The ellipsoidal height was determined by GPS observations
 AH6526.and is referenced to NAD 83.
 AH6526
 AH6526.The geoid height was determined by GEOID03.
 AH6526
 AH6526;                    North         East     Units Scale Factor Converg.
 AH6526;SPC LA S     -   125,945.799 1,037,267.336   MT  0.99994593   +0 11 32.8
 AH6526;SPC LA S     -   413,207.18  3,403,101.25   sFT  0.99994593   +0 11 32.8
 AH6526;UTM  15      - 3,280,174.270   698,606.418   MT  1.00008671   +1 00 53.2
 AH6526
 AH6526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6526!SPC LA S     -   1.00000374  x   0.99994593  =   0.99994967
 AH6526!UTM  15      -   1.00000374  x   1.00008671  =   1.00009045
 AH6526
 AH6526:                Primary Azimuth Mark                     Grid Az
 AH6526:SPC LA S     -  ARSENAUX                                 298 35 36.4
 AH6526:UTM  15      -  ARSENAUX                                 297 46 16.0
 AH6526
 AH6526|---------------------------------------------------------------------|
 AH6526| PID    Reference Object                     Distance      Geod. Az  |
 AH6526|                                                           dddmmss.s |
 AH6526| AU1399 ARSENAUX                            APPROX. 0.6 KM 2984709.2 |
 AH6526|---------------------------------------------------------------------|
 AH6526
 AH6526                          SUPERSEDED SURVEY CONTROL
 AH6526
 AH6526  ELLIP H (12/17/98)  -23.81   (m)                       GP(       ) 4 2
 AH6526
 AH6526.Superseded values are not recommended for survey control.
 AH6526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6526.See file dsdata.txt to determine how the superseded data were derived.
 AH6526
 AH6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9860680174(NAD 83)
 AH6526_MARKER: DD = SURVEY DISK
 AH6526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6526_STAMPING: ARSENAUX AZ MK 1993
 AH6526_MARK LOGO: TPCG  
 AH6526_PROJECTION: FLUSH
 AH6526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6526+STABILITY: SURFACE MOTION
 AH6526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6526+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6526
 AH6526  HISTORY     - Date     Condition        Report By
 AH6526  HISTORY     - 1993     MONUMENTED       GSENG
 AH6526
 AH6526                          STATION DESCRIPTION
 AH6526
 AH6526'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6526'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6526'U.S. HIGHWAY 90, (TOWNSHIP 16 SOUTH RANGE 15 EAST SECTION 81).
 AH6526'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6526'THE GROUND. MONUMENT IS ABOUT 1970 FT (600.5 M) EAST OF THE U.S.C. AND
 AH6526'G.S. TRAINGULATION STATION ARSENAUX, 19.12 FT (5.83 M) NORTH OF A
 AH6526'NAIL/SHINER IN THE CENTERLINE OF U.S. HIGHWAY 90, 92.15 FT (28.09 M)
 AH6526'NORTHWEST OF A NAIL/SHINER IN A LIGHT POLE, 167.58 FT (51.08 M) EAST
 AH6526'OF TELEPHONE PEDESTAL NO. 18, 36.2 FT (11.0 M) SOUTHWEST OF A
 AH6526'NAIL/SHINER IN AN 18 INCH HACKBERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4254 ***********************************************************************
 BJ4254  DESIGNATION -  ARTS
 BJ4254  PID         -  BJ4254
 BJ4254  STATE/COUNTY-  LA/ORLEANS
 BJ4254  USGS QUAD   -  SPANISH FORT (1992)
 BJ4254
 BJ4254                         *CURRENT SURVEY CONTROL
 BJ4254  ___________________________________________________________________
 BJ4254* NAD 83(1992)-  30 01 32.83095(N)    090 03 17.32841(W)     ADJUSTED  
 BJ4254* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ4254  **This station is located in a subsidence area (see below).
 BJ4254  ___________________________________________________________________
 BJ4254  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4254  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ4254
 BJ4254  HORZ ORDER  -  THIRD
 BJ4254
 BJ4254.The horizontal coordinates were established by classical geodetic methods
 BJ4254.and adjusted by the National Geodetic Survey in May 1994..
 BJ4254
 BJ4254 ** The orthometric height has not been validated since last determined
 BJ4254 ** by differential leveling and should not be used for control purposes.
 BJ4254 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4254 ** area with valid NAVD 88 orthometric heights.
 BJ4254 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4254 ** epoch indicated which incorporates improved geoid heights for the
 BJ4254 ** Southern Louisiana Subsidence area.
 BJ4254 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4254.The orthometric height was scaled from a topographic map.
 BJ4254
 BJ4254.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4254
 BJ4254.The geoid height was determined by GEOID03.
 BJ4254
 BJ4254;                    North         East     Units Scale Factor Converg.
 BJ4254;SPC LA S     -   169,812.644 1,123,316.018   MT  0.99992584   +0 38 21.4
 BJ4254;SPC LA S     -   557,126.98  3,685,412.64   sFT  0.99992584   +0 38 21.4
 BJ4254;UTM  15      - 3,325,297.792   784,045.858   MT  1.00059555   +1 28 29.0
 BJ4254;UTM  16      - 3,325,575.191   205,376.329   MT  1.00067109   -1 31 46.9
 BJ4254
 BJ4254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4254!SPC LA S     -   1.00000382  x   0.99992584  =   0.99992966
 BJ4254!UTM  15      -   1.00000382  x   1.00059555  =   1.00059937
 BJ4254!UTM  16      -   1.00000382  x   1.00067109  =   1.00067491
 BJ4254
 BJ4254:                Primary Azimuth Mark                     Grid Az
 BJ4254:SPC LA S     -  INDUSTRIAL CANAL BRIDGE NE COR           071 45 56.6
 BJ4254:UTM  15      -  INDUSTRIAL CANAL BRIDGE NE COR           070 55 49.0
 BJ4254:UTM  16      -  INDUSTRIAL CANAL BRIDGE NE COR           073 56 04.9
 BJ4254
 BJ4254|---------------------------------------------------------------------|
 BJ4254| PID    Reference Object                     Distance      Geod. Az  |
 BJ4254|                                                           dddmmss.s |
 BJ4254| BJ4256 INDUSTRIAL CANAL BRIDGE NE COR      APPROX. 2.0 KM 0722418.0 |
 BJ4254| CV9609 ARTS RM                              22.860 METERS 07854     |
 BJ4254| BJ4241 LONDON                              APPROX. 1.5 KM 2605757.2 |
 BJ4254|---------------------------------------------------------------------|
 BJ4254
 BJ4254                          SUPERSEDED SURVEY CONTROL
 BJ4254
 BJ4254  NAD 83(1992)-  30 01 32.83087(N)    090 03 17.32842(W) AD(       ) 3
 BJ4254  NAD 83(1986)-  30 01 32.84580(N)    090 03 17.32806(W) AD(       ) 3
 BJ4254  NAD 27      -  30 01 32.11897(N)    090 03 17.07204(W) AD(       ) 3
 BJ4254
 BJ4254.Superseded values are not recommended for survey control.
 BJ4254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4254.See file dsdata.txt to determine how the superseded data were derived.
 BJ4254
 BJ4254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8404625298(NAD 83)
 BJ4254_MARKER: DS = TRIANGULATION STATION DISK
 BJ4254_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BJ4254_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BJ4254
 BJ4254  HISTORY     - Date     Condition        Report By
 BJ4254  HISTORY     - 1932     MONUMENTED       CGS
 BJ4254  HISTORY     - 1954     MARK NOT FOUND   CGS
 BJ4254
 BJ4254                          STATION DESCRIPTION
 BJ4254
 BJ4254'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RLS)
 BJ4254'ON THE TOP OF THE LEVEE ON THE S PROPERTY LINE OF THE ORLEANS
 BJ4254'LEVEE BOARD AT ARTS STREET ON THE N SIDE OF A DRAINAGE CANAL.
 BJ4254'
 BJ4254'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ4254'AT THE CENTER OF THE TOP OF A TILE.
 BJ4254'
 BJ4254'REFERENCE MARK NO. 1 IS 22.860 METERS (75.00 FEET) FROM THE
 BJ4254'STATION N 78 DEG 54 MIN E.
 BJ4254
 BJ4254                          STATION RECOVERY (1954)
 BJ4254
 BJ4254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4254'THE MARK WAS SEARCHED FOR WITHOUT RESULTS ALONG THE N BANK OF A
 BJ4254'DRAINAGE CANAL AND THE PROJECTED TANGENT OF ARTS STREET.  A
 BJ4254'FOUR-LANE STREET (SOUTH LINE DRIVE) HAS BEEN BUILT ALONG THE
 BJ4254'N EDGE OF THE CANAL, AT WHICH TIME THE MARK COULD HAVE BEEN
 BJ4254'DESTROYED.  THE REFERENCE MARK WAS NOT RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3165 ***********************************************************************
 AU3165  DESIGNATION -  ASHLAND
 AU3165  PID         -  AU3165
 AU3165  STATE/COUNTY-  LA/TERREBONNE
 AU3165  USGS QUAD   -  HOUMA (1980)
 AU3165
 AU3165                         *CURRENT SURVEY CONTROL
 AU3165  ___________________________________________________________________
 AU3165* NAD 83(1992)-  29 31 07.40518(N)    090 40 32.76646(W)     ADJUSTED  
 AU3165* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AU3165  **This station is located in a subsidence area (see below).
 AU3165  ___________________________________________________________________
 AU3165  X           -     -65,512.930 (meters)                     COMP
 AU3165  Y           -  -5,554,328.933 (meters)                     COMP
 AU3165  Z           -   3,124,048.814 (meters)                     COMP
 AU3165  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3165  ELLIP HEIGHT-         -24.55  (meters)          (02/21/02) GPS OBS
 AU3165  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU3165
 AU3165  HORZ ORDER  -  FIRST
 AU3165  ELLP ORDER  -  FIFTH     CLASS I
 AU3165
 AU3165.The horizontal coordinates were established by GPS observations
 AU3165.and adjusted by the National Geodetic Survey in December 1998..
 AU3165
 AU3165 ** The orthometric height has not been validated since last determined
 AU3165 ** by differential leveling and should not be used for control purposes.
 AU3165 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3165 ** area with valid NAVD 88 orthometric heights.
 AU3165 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3165 ** epoch indicated which incorporates improved geoid heights for the
 AU3165 ** Southern Louisiana Subsidence area.
 AU3165 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3165.The orthometric height was determined by GPS observations and a
 AU3165.high-resolution geoid model.
 AU3165
 AU3165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3165
 AU3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3165
 AU3165.The ellipsoidal height was determined by GPS observations
 AU3165.and is referenced to NAD 83.
 AU3165
 AU3165.The geoid height was determined by GEOID03.
 AU3165
 AU3165;                    North         East     Units Scale Factor Converg.
 AU3165;SPC LA S     -   113,103.941 1,063,747.049   MT  0.99996091   +0 19 43.6
 AU3165;SPC LA S     -   371,075.18  3,489,976.78   sFT  0.99996091   +0 19 43.6
 AU3165;UTM  15      - 3,267,710.019   725,272.516   MT  1.00022621   +1 08 44.3
 AU3165
 AU3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3165!SPC LA S     -   1.00000386  x   0.99996091  =   0.99996477
 AU3165!UTM  15      -   1.00000386  x   1.00022621  =   1.00023007
 AU3165
 AU3165:                Primary Azimuth Mark                     Grid Az
 AU3165:SPC LA S     -  ASHLAND SUGAR MILL FLAT TOP TK           008 33 57.4
 AU3165:UTM  15      -  ASHLAND SUGAR MILL FLAT TOP TK           007 44 56.7
 AU3165
 AU3165|---------------------------------------------------------------------|
 AU3165| PID    Reference Object                     Distance      Geod. Az  |
 AU3165|                                                           dddmmss.s |
 AU3165| AU3163 ASHLAND SUGAR MILL FLAT TOP TK      APPROX. 1.4 KM 0085341.0 |
 AU3165| AU3504 ASHLAND AZ MK                       330.928 METERS 00931     |
 AU3165| CS7249 ASHLAND RM 4                         17.642 METERS 02856     |
 AU3165| DD6258 ASHLAND RM 1                         46.280 METERS 03158     |
 AU3165| CS7250 ASHLAND RM 5                          7.004 METERS 08752     |
 AU3165| DD6259 ASHLAND RM 2                         49.108 METERS 09131     |
 AU3165| AU3162 TT 47 L USGS 1934                     9.328 METERS 09725     |
 AU3165| DD6260 ASHLAND RM 3                         23.860 METERS 34148     |
 AU3165|---------------------------------------------------------------------|
 AU3165
 AU3165                          SUPERSEDED SURVEY CONTROL
 AU3165
 AU3165  ELLIP H (12/17/98)  -24.52   (m)                       GP(       ) 4 2
 AU3165  NAD 83(1992)-  29 31 07.39801(N)    090 40 32.76495(W) AD(       ) 1
 AU3165  NAD 83(1986)-  29 31 07.42085(N)    090 40 32.76636(W) AD(       ) 1
 AU3165  NAD 27      -  29 31 06.64261(N)    090 40 32.44750(W) AD(       ) 1
 AU3165  NGVD 29 (07/19/86)    0.94   (m)            3.1    (f) LEVELING    3  
 AU3165
 AU3165.Superseded values are not recommended for survey control.
 AU3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3165.See file dsdata.txt to determine how the superseded data were derived.
 AU3165
 AU3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2527367710(NAD 83)
 AU3165_MARKER: DD = SURVEY DISK
 AU3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3165_STAMPING: ASHLAND 1934
 AU3165_MARK LOGO: CGS   
 AU3165_PROJECTION: FLUSH
 AU3165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3165+STABILITY: SURFACE MOTION
 AU3165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3165+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3165
 AU3165  HISTORY     - Date     Condition        Report By
 AU3165  HISTORY     - 1934     MONUMENTED       CGS
 AU3165  HISTORY     - 1948     GOOD             CGS
 AU3165  HISTORY     - 1950     MARK NOT FOUND   CGS
 AU3165  HISTORY     - 1953     MARK NOT FOUND   CGS
 AU3165  HISTORY     - 1962     MARK NOT FOUND   USGS
 AU3165  HISTORY     - 19800724 GOOD             NGS
 AU3165  HISTORY     - 19950103 SEE DESCRIPTION  MPHI
 AU3165
 AU3165                          STATION DESCRIPTION
 AU3165
 AU3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3165'ALONG STATE HIGHWAY 141, 7.9 MILES SE OF HOUMA ON THE W SIDE
 AU3165'OF THE HIGHWAY AND THE N SIDE OF THE ASHLAND COMPANY CANAL,
 AU3165'ON UNFENCED LAND BELONGING TO THE ASHLAND COMPANY, 48 FEET
 AU3165'W OF THE CENTER LINE OF STATE HIGHWAY 141, 42 FEET N OF THE
 AU3165'ASHLAND COMPANY CANAL AND 68 FEET S OF A TENANT HOUSE.
 AU3165'
 AU3165'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE.
 AU3165'
 AU3165'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3165'IS 24 FEET E OF THE CENTER
 AU3165'LINE OF HIGHWAY 141, 7-1/2 FEET S OF A TELEPHONE POLE, 22
 AU3165'FEET W OF THE W EDGE OF A CANE FIELD, BETWEEN A FARM ROAD
 AU3165'AND HIGHWAY 141, 46.280 METERS (151.84 FEET) FROM THE STATION
 AU3165'N 31 DEG 58 MIN E.
 AU3165'
 AU3165'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3165'IS 114 FEET E OF THE CENTER LINE OF
 AU3165'HIGHWAY 141, 13 FEET S OF THE EDGE OF A CULTIVATED CANE FIELD,
 AU3165'37 FEET N OF THE N EDGE OF THE CANAL, 49.108 METERS (161.12 FEET)
 AU3165'FROM THE STATION S 88 DEG 29 MIN E.
 AU3165'
 AU3165'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3165'IS 0.3 MILE E (ALONG A ROAD THROUGH
 AU3165'A FIELD) FROM A SMALL WOODEN DERRICK NEAR THE ASHLAND SUGAR
 AU3165'MILL ON HIGHWAY 141, ON THE N SIDE OF THE ROAD, 8 FEET FROM
 AU3165'THE CENTER LINE OF THE ROAD, IN FRONT OF A WHITE, WOODEN,
 AU3165'SIGNAL MARKER, OPPOSITE A SMALL WOODEN CULVERT OVER A DRAINAGE
 AU3165'DITCH AND ABOUT 1.2 MILES FROM THE STATION N 29 DEG 52 MIN E.
 AU3165'
 AU3165'TT 47 L (U.S.G.S.) (1932) IS 9.262 METERS (30.39 FEET) FROM
 AU3165'THE STATION S 83 DEG 55 MIN E.
 AU3165
 AU3165                          STATION RECOVERY (1948)
 AU3165
 AU3165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3165'STATION, REFERENCE MARK 1, AND AZIMUTH MARK WERE RECOVERED
 AU3165'IN GOOD CONDITION.  REFERENCE MARK 3 WAS SET IN 1948.
 AU3165'
 AU3165'STATION IS ABOUT 7.9 MILES SE ALONG STATE HIGHWAY 141 FROM
 AU3165'HOUMA, ON UNFENCED LAND OF THE ASHLAND CO., 48 FEET W OF THE
 AU3165'CENTER LINE OF THE HIGHWAY, 42 FEET N OF THE ASHLAND CO. CANAL,
 AU3165'AND IN A TRAIL LEADING OFF THE HIGHWAY.  STATION AND UNDERGROUND
 AU3165'MARKS ARE GRONZE STATION DISKS SET IN CONCRETE.  STATION MARK
 AU3165'IS ABOUT FLUSH WITH THE GROUND.
 AU3165'
 AU3165'REFERENCE MARK 1, 1934, IS 24 FEET E OF THE CENTER LINE OF
 AU3165'THE HIGHWAY, 22 FEET W OF THE EDGE OF A CANE FIELD BETWEEN
 AU3165'A FARM ROAD AND THE HIGHWAY.  MARK IS A BRONZE REFERENCE
 AU3165'DISK SET IN CONCRETE AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 AU3165'
 AU3165'REFERENCE MARK 3 WAS ESTABLISHED IN 1948.  IT IS W OF THE
 AU3165'STATION, ALONG THE CANAL BANK, AND 27 FEET NW OF THE N END OF AN
 AU3165'ABANDONED BRIDGE OVER THE CANAL.  IT IS A BRONZE REFERENCE
 AU3165'DISK, STAMPED ASHLAND 1934 NO 3, SET IN CONCRETE, AND PROJECTS
 AU3165'ABOUT 6 INCHES ABOVE GROUND.
 AU3165'
 AU3165'AZIMUTH MARK, 1934, IS 0.3 MILE E ALONG A FIELD ROAD FROM THE
 AU3165'VILLAGE OF ASHLAND AND AT THE INTERSECTION OF A FIELD ROAD
 AU3165'LEADING N.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE
 AU3165'AND PROJECTING ABOUT 10 INCHES.
 AU3165'
 AU3165'TT 47 L 1932 (U.S.G.S.) IS BETWEEN THE STATION AND THE HIGHWAY
 AU3165'AND 2 FEET NW OF A TELEPHONE POLE.
 AU3165'
 AU3165'RERFERENCE MARK 2 WAS NOT FOUND.  IT WAS PROBABLY COVERED BY
 AU3165'SPOIL ALONG THE CANAL.
 AU3165'
 AU3165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AU3165'AND STATE HIGHWAY 141, FOLLOW THE STATE HIGHWAY ABOUT 7.9 MILES
 AU3165'SE TO THE ASHLAND CO. CANAL AND THE STATION.
 AU3165
 AU3165                          STATION RECOVERY (1950)
 AU3165
 AU3165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AU3165'STATION AND R.M. 3, 1934, SET IN 1948, WERE NOT FOUND.  BELIEVED
 AU3165'IN PLACE BUT COVERED BY 2 FEET OF CLAY FILL.
 AU3165'
 AU3165'R.M. 1 1934 HAS BEEN DESTROYED.  A NEW MARK WAS SET BY THE
 AU3165'LOUISIANA HIGHWAY DEPARTMENT IN LATE 1949.  IT IS A STANDARD
 AU3165'DISK, STAMPED ASHLAND NO 3 1949, SET IN TOP OF A 10-INCH
 AU3165'CIRCULAR CONCRETE MONUMENT PROJECTING 6 INCHES.  IT IS 82.8
 AU3165'FEET W OF THE CENTER LINE OF HIGHWAY 141 AND 127 FEET NW OF
 AU3165'THE CENTER LINE OF THE INTERSECTION OF THE HIGHWAY AND A
 AU3165'CONCRETE CULVERT.
 AU3165'
 AU3165'TT 47 L (U.S.G.S.) 1932 HAS BEEN DESTROYED.
 AU3165'
 AU3165'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AT NE INTERSECTION OF
 AU3165'FIELD ROADS DESCRIBED IN 1934.  IT IS A BRONZE REFERENCE
 AU3165'DISK, STAMPED AZI ASHLAND 1934, SET IN TOP OF A 12-INCH
 AU3165'CIRCULAR CONCRETE MONUMENT PROJECTING 8 INCHES.
 AU3165
 AU3165                          STATION RECOVERY (1953)
 AU3165
 AU3165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ALP)
 AU3165'STATION, REFERENCE AND AZIMUTH MARKS NOT RECOVERED.  A THOROUGH
 AU3165'SEARCH OF THE AREA WAS MADE.  EXTENSIVE ROAD CONSTRUCTION
 AU3165'HAS TAKEN PLACE, NEW PAVEMENT AND NEW CULVERT, EVIDENTLY
 AU3165'DONE IN 1949.
 AU3165'
 AU3165'THE CANAL HAS BEEN RE-CHANNELED AT CULVERT SO THAT POSITION OF
 AU3165'STATION NOW IS ON CANAL BANK IN DEPRESSION FROM EXCAVATION FOR
 AU3165'CONSTRUCTION OF CULVERT.  IT IS RECOMMENDED THAT STATION
 AU3165'BE CONSIDERED LOST.
 AU3165'
 AU3165'REFERENCE MARK NO. 3 MAY STILL BE IN PLACE BUT AS ALL
 AU3165'REFERENCE MEASUREMENTS ARE NO LONGER OF ANY VALUE, MARK COULD
 AU3165'NOT BE FOUND UNDER RECENT SPOIL.
 AU3165'
 AU3165'AZIMUTH MARK WAS FOUND LYING IN A DITCH.
 AU3165'
 AU3165'THE DATE OF ESTABLISHMENT OF REFERENCE MARK NO. 3 GIVEN IN
 AU3165'1950 RECOVERY NOTE IS INCORRECT.
 AU3165
 AU3165                          STATION RECOVERY (1962)
 AU3165
 AU3165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AU3165'STATION WAS NOT FOUND.
 AU3165'
 AU3165'REFERENCE MARK NO. 3 WAS FOUND DISTURBED.
 AU3165
 AU3165                          STATION RECOVERY (1980)
 AU3165
 AU3165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AU3165'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 AU3165'MARKS NO 1 AND NO 3 AND TT47L (USGS) WERE SEARCHED FOR AND COULD NOT
 AU3165'BE FOUND.  THE AZIMUTH MARK WAS PREVIOUSLY DESCRIBED AS DESTROYED.
 AU3165'THIS DATE REFERENCE MARKS NO 4 AND NO 5 AND A NEW AZIMUTH MARK WERE
 AU3165'ESTABLISHED AND A POLARIS OBSERVATION WAS MADE 1-28-80.
 AU3165' 
 AU3165'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 AU3165' 
 AU3165'THE STATION IS LOCATED ABOUT 7.9 MILES SOUTHEAST OF HOUMA ON THE WEST
 AU3165'SIDE OF STATE HIGHWAY 57 AND ON THE NORTH SIDE OF THE ASHLAND COMPANY
 AU3165'CANAL.
 AU3165' 
 AU3165'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 57 AND 24 IN HOUMA, GO
 AU3165'SOUTH ON HIGHWAY 57 FOR 6.05 MILES TO THE AZIMUTH MARK ON THE LEFT,
 AU3165'CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MILES TO WHERE THE LINE OF METAL
 AU3165'POWER POLES TURN AND GO WEST AND THE STATION MARK ON THE RIGHT, 72
 AU3165'FEET WEST OF THE CENTER OF THE HIGHWAY.
 AU3165' 
 AU3165'THE STATION IS A STANDARD CGS DISK STAMPED--ASHLAND 1934--, SET INTO
 AU3165'THE TOP OF ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE GROUND
 AU3165'LOCATED 58.5 FEET SW FROM METAL POWER POLE NO 21, 55.5 FEET S FROM THE
 AU3165'OVERHEAD POWER LINES, 24 FEET W FROM A METAL ANCHOR PIER FOR POWER
 AU3165'POLE, AND 1 FOOT W FROM A METAL WITNESS POST.
 AU3165' 
 AU3165'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--ASHLAND 1934 NO 4
 AU3165'1980--, SET INTO A DRILL HOLE IN A CONCRETE BASE FOR A LARGE METAL
 AU3165'POWER LINE POLE NO 21 LOCATED 46.5 FEET W FROM THE CENTER OF THE
 AU3165'HIGHWAY.
 AU3165' 
 AU3165'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--ASHLAND 1934 NO 5
 AU3165'1980--, SET INTO A DRILL HOLE IN A CONCRETE BASE FOR A LARGE METAL GUY
 AU3165'POLE NO 26 LOCATED 49 FEET W FROM THE CENTER OF THE HIGHWAY.
 AU3165' 
 AU3165'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--ASHLAND 1934 1980--, SET
 AU3165'INTO A ROUND CONCRETE MONUMENT RECESSED 2 INCHES BELOW THE GROUND
 AU3165'LOCATED 32 FEET E FROM THE CENTER OF THE HIGHWAY, 2 FEET S FROM A
 AU3165'POWER POLE WITH ANCHOR ACROSS THE HIGHWAY, AND 2 FEET N FROM A METAL
 AU3165'WITNESS POST.
 AU3165
 AU3165                          STATION RECOVERY (1995)
 AU3165
 AU3165'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3165'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AU3165'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT AND
 AU3165'TRAVEL SOUTH ON HWY 57 FOR 6.1 MI (9.8 KM) TO THE JUNCTION WITH THE
 AU3165'ROAD LEADING TO THE ASHLAND SANITARY LANDFILL.    THE STATION IS A
 AU3165'DISK SET IN CONCRETE. THE STATION IS 72 FT (21.9 M) WEST FROM THE
 AU3165'CENTERLINE OF HWY 57, 28.0 FT (8.5 M) SOUTH FROM THE PROJECT
 AU3165'CENTERLINE OF THE ASHLAND SANITARY LANDFILL ROAD, 20 FT (6.1 M) NORTH
 AU3165'NORTHWEST FROM THE BANK OF A CANAL, AND 23 FT (7.0 M) WEST FROM THE
 AU3165'FACE OF A METAL ANCHOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3504 ***********************************************************************
 AU3504  DESIGNATION -  ASHLAND AZ MK
 AU3504  PID         -  AU3504
 AU3504  STATE/COUNTY-  LA/TERREBONNE
 AU3504  USGS QUAD   -  HOUMA (1980)
 AU3504
 AU3504                         *CURRENT SURVEY CONTROL
 AU3504  ___________________________________________________________________
 AU3504* NAD 83(1992)-  29 31 18.00524(N)    090 40 30.73555(W)     ADJUSTED  
 AU3504* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AU3504  **This station is located in a subsidence area (see below).
 AU3504  ___________________________________________________________________
 AU3504  X           -     -65,456.353 (meters)                     COMP
 AU3504  Y           -  -5,554,169.391 (meters)                     COMP
 AU3504  Z           -   3,124,333.170 (meters)                     COMP
 AU3504  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3504  ELLIP HEIGHT-         -23.84  (meters)          (02/21/02) GPS OBS
 AU3504  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AU3504
 AU3504  HORZ ORDER  -  FIRST
 AU3504  ELLP ORDER  -  FIFTH     CLASS I
 AU3504
 AU3504.The horizontal coordinates were established by GPS observations
 AU3504.and adjusted by the National Geodetic Survey in December 1998..
 AU3504
 AU3504 ** The orthometric height has not been validated since last determined
 AU3504 ** by differential leveling and should not be used for control purposes.
 AU3504 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3504 ** area with valid NAVD 88 orthometric heights.
 AU3504 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3504 ** epoch indicated which incorporates improved geoid heights for the
 AU3504 ** Southern Louisiana Subsidence area.
 AU3504 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3504.The orthometric height was determined by GPS observations and a
 AU3504.high-resolution geoid model.
 AU3504
 AU3504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3504
 AU3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3504
 AU3504.The ellipsoidal height was determined by GPS observations
 AU3504.and is referenced to NAD 83.
 AU3504
 AU3504.The geoid height was determined by GEOID03.
 AU3504
 AU3504;                    North         East     Units Scale Factor Converg.
 AU3504;SPC LA S     -   113,430.614 1,063,799.864   MT  0.99996048   +0 19 44.7
 AU3504;SPC LA S     -   372,146.94  3,490,150.05   sFT  0.99996048   +0 19 44.7
 AU3504;UTM  15      - 3,268,037.498   725,320.681   MT  1.00022648   +1 08 45.7
 AU3504
 AU3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3504!SPC LA S     -   1.00000374  x   0.99996048  =   0.99996422
 AU3504!UTM  15      -   1.00000374  x   1.00022648  =   1.00023023
 AU3504
 AU3504:                Primary Azimuth Mark                     Grid Az
 AU3504:SPC LA S     -  GCB 07                                   005 00 55.8
 AU3504:UTM  15      -  GCB 07                                   004 11 54.8
 AU3504
 AU3504|---------------------------------------------------------------------|
 AU3504| PID    Reference Object                     Distance      Geod. Az  |
 AU3504|                                                           dddmmss.s |
 AU3504| AH6269 GCB 07                              APPROX. 0.6 KM 0052040.5 |
 AU3504| AU3165 ASHLAND                             330.928 METERS 18931     |
 AU3504|---------------------------------------------------------------------|
 AU3504
 AU3504                          SUPERSEDED SURVEY CONTROL
 AU3504
 AU3504  ELLIP H (12/17/98)  -23.80   (m)                       GP(       ) 4 2
 AU3504  NAD 83(1992)-  29 31 17.99869(N)    090 40 30.73428(W) AD(       ) 3
 AU3504  NAD 83(1986)-  29 31 18.02154(N)    090 40 30.73568(W) AD(       ) 3
 AU3504  NGVD 29 (11/02/92)    2.     (m)            7.     (f) VERT ANG       
 AU3504
 AU3504.Superseded values are not recommended for survey control.
 AU3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3504.See file dsdata.txt to determine how the superseded data were derived.
 AU3504
 AU3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2532168037(NAD 83)
 AU3504_MARKER: DZ = AZIMUTH MARK DISK
 AU3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3504_STAMPING: ASHLAND AZIMUTH MARK 1934 1980
 AU3504_MARK LOGO: NGS   
 AU3504_PROJECTION: FLUSH
 AU3504_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3504+STABILITY: SURFACE MOTION
 AU3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3504+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3504
 AU3504  HISTORY     - Date     Condition        Report By
 AU3504  HISTORY     - 1980     MONUMENTED       NGS
 AU3504  HISTORY     - UNK      SEE DESCRIPTION
 AU3504  HISTORY     - 19950103 GOOD             MPHI
 AU3504
 AU3504                          STATION DESCRIPTION
 AU3504
 AU3504'DESCRIBED UNK
 AU3504'RECOVERED AS DESCRIBED.
 AU3504
 AU3504                          STATION RECOVERY (1995)
 AU3504
 AU3504'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3504'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AU3504'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT AND
 AU3504'TRAVEL SOUTH ON HWY 57 FOR 5.9 MI (9.5 KM) TO STATION ON THE LEFT. THE
 AU3504'STATION IS 32.0 FT (9.8 M) EAST FROM CENTERLINE OF HWY 57, 66.9 FT
 AU3504'(20.4 M) EAST OF A WOODEN ANCHOR POLE, 1.95 FT (0.59 M) SOUTHEAST FROM
 AU3504'A POWER POLE, 248.8 FT (75.8 M) NORTH FROM A FENCE CORNER AROUND THE
 AU3504'TERREBONNE PARISH CRIMINAL JUSTICE COMPLEX, 1.5 FT (0.5 M) NORTH FROM
 AU3504'A METAL WITNESS POST.  THE STATION IS A STANDARD NGS DISK IN CONCRETE
 AU3504'STAMPED ASHLAND AZMITH MARK 1934, 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3163 ***********************************************************************
 AU3163  DESIGNATION -  ASHLAND SUGAR MILL FLAT TOP TK
 AU3163  PID         -  AU3163
 AU3163  STATE/COUNTY-  LA/TERREBONNE
 AU3163  USGS QUAD   -  HOUMA (1980)
 AU3163
 AU3163                         *CURRENT SURVEY CONTROL
 AU3163  ___________________________________________________________________
 AU3163* NAD 83(1992)-  29 31 53.86481(N)    090 40 24.45221(W)     ADJUSTED  
 AU3163* NAVD 88     -                                                        
 AU3163  **This station is located in a subsidence area (see below).
 AU3163  ___________________________________________________________________
 AU3163  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3163  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AU3163
 AU3163  HORZ ORDER  -  THIRD
 AU3163
 AU3163.The horizontal coordinates were established by classical geodetic methods
 AU3163.and adjusted by the National Geodetic Survey in January 1993..
 AU3163
 AU3163 ** The orthometric height has not been validated since last determined
 AU3163 ** by differential leveling and should not be used for control purposes.
 AU3163 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3163 ** area with valid NAVD 88 orthometric heights.
 AU3163 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3163 ** epoch indicated which incorporates improved geoid heights for the
 AU3163 ** Southern Louisiana Subsidence area.
 AU3163 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3163
 AU3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3163
 AU3163.The geoid height was determined by GEOID03.
 AU3163
 AU3163;                    North         East     Units Scale Factor Converg.
 AU3163;SPC LA S     -   114,535.646 1,063,962.703   MT  0.99995905   +0 19 47.8
 AU3163;SPC LA S     -   375,772.37  3,490,684.30   sFT  0.99995905   +0 19 47.8
 AU3163;UTM  15      - 3,269,145.036   725,467.784   MT  1.00022730   +1 08 50.1
 AU3163
 AU3163                          SUPERSEDED SURVEY CONTROL
 AU3163
 AU3163  NAD 83(1986)-  29 31 53.88779(N)    090 40 24.45330(W) AD(       ) 4
 AU3163  NAD 27      -  29 31 53.11084(N)    090 40 24.13551(W) AD(       ) 3
 AU3163
 AU3163.Superseded values are not recommended for survey control.
 AU3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3163.See file dsdata.txt to determine how the superseded data were derived.
 AU3163
 AU3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2546869145(NAD 83)
 AU3163_MARKER: 51 = TANK
 AU3163
 AU3163  HISTORY     - Date     Condition        Report By
 AU3163  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3163  HISTORY     - 1948     GOOD             CGS
 AU3163  HISTORY     - 1952     GOOD             CGS
 AU3163
 AU3163                          STATION DESCRIPTION
 AU3163
 AU3163'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU3163'RECOVERED.  THE STATION IS THE TANK OF THE OLD SUGAR MILL IN
 AU3163'ASHLAND.  IT IS LOCATED ABOUT 4 MILES S OF HOUMA ON STATE HIGHWAY
 AU3163'141.  THE SUGAR MILL HAS BEEN TORN DOWN BUT THE TANK REMAINS IN
 AU3163'GOOD CONDITION.
 AU3163
 AU3163                          STATION RECOVERY (1952)
 AU3163
 AU3163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3163'STATION RECOVERED IN GOOD CONDITION.  PUBLISHED DESCRIPTION
 AU3163'ADEQUATE EXCEPT THAT STATION IS A FLAT TOP TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2066 ***********************************************************************
 DK2066  DESIGNATION -  ASHMORE
 DK2066  PID         -  DK2066
 DK2066  STATE/COUNTY-  LA/MOREHOUSE
 DK2066  USGS QUAD   -  WILMOT (1960)
 DK2066
 DK2066                         *CURRENT SURVEY CONTROL
 DK2066  ___________________________________________________________________
 DK2066* NAD 83(1992)-  33 00 15.76287(N)    091 30 40.91757(W)     ADJUSTED  
 DK2066* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 DK2066  ___________________________________________________________________
 DK2066  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DK2066  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK2066
 DK2066  HORZ ORDER  -  SECOND
 DK2066
 DK2066.The horizontal coordinates were established by classical geodetic methods
 DK2066.and adjusted by the National Geodetic Survey in September 1999..
 DK2066
 DK2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2066
 DK2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2066
 DK2066.The geoid height was determined by GEOID03.
 DK2066
 DK2066;                    North         East     Units Scale Factor Converg.
 DK2066;SPC LA N     -   278,112.793 1,092,393.908   MT  1.00009446   +0 31 21.7
 DK2066;SPC LA N     -   912,441.72  3,583,962.35   sFT  1.00009446   +0 31 21.7
 DK2066;UTM  15      - 3,652,756.504   639,061.530   MT  0.99983844   +0 48 39.6
 DK2066
 DK2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2066!SPC LA N     -   0.99999913  x   1.00009446  =   1.00009359
 DK2066!UTM  15      -   0.99999913  x   0.99983844  =   0.99983757
 DK2066
 DK2066:                Primary Azimuth Mark                     Grid Az
 DK2066:SPC LA N     -  ASHMORE AZ MK                            165 43 14.7
 DK2066:UTM  15      -  ASHMORE AZ MK                            165 25 56.8
 DK2066
 DK2066|---------------------------------------------------------------------|
 DK2066| PID    Reference Object                     Distance      Geod. Az  |
 DK2066|                                                           dddmmss.s |
 DK2066| CY5193 ASHMORE AZ MK                                      1661436.4 |
 DK2066| CY5194 ASHMORE RM 1                         46.278 METERS 19248     |
 DK2066| CY5195 ASHMORE RM 2                         61.018 METERS 30901     |
 DK2066|---------------------------------------------------------------------|
 DK2066
 DK2066                          SUPERSEDED SURVEY CONTROL
 DK2066
 DK2066  NAD 83(1992)-  33 00 15.76361(N)    091 30 40.91560(W) AD(       ) 2
 DK2066  NAD 83(1986)-  33 00 15.77615(N)    091 30 40.91033(W) AD(       ) 2
 DK2066  NAD 27      -  33 00 15.32306(N)    091 30 40.48510(W) AD(       ) 2
 DK2066  NGVD 29 (07/19/86)   31.6    (m)          104.     (f) VERT ANG       
 DK2066
 DK2066.Superseded values are not recommended for survey control.
 DK2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2066.See file dsdata.txt to determine how the superseded data were derived.
 DK2066
 DK2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3906252757(NAD 83)
 DK2066_MARKER: DS = TRIANGULATION STATION DISK
 DK2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK2066
 DK2066  HISTORY     - Date     Condition        Report By
 DK2066  HISTORY     - 1970     MONUMENTED       NGS
 DK2066
 DK2066                          STATION DESCRIPTION
 DK2066
 DK2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 DK2066'THE STATION IS LOCATED ABOUT 3-3/4 MILES EAST, AND 3-3/4 MILES
 DK2066'SOUTH OF WILMOT, ARKANSAS, 8-1/2 MILES NORTHEAST OF JONES,
 DK2066'LOUISIANA IN THE SOUTHEAST CORNER OF SECTION 2, T 23 N, R 9 E,
 DK2066'ON PROPERTY OF MR. P.M. BENSON, 1808 COUNTRY CLUB ROAD, BASTROP,
 DK2066'LOUISIANA.
 DK2066'
 DK2066'TO REACH THE STATION FROM THE POST OFFICE IN JONES, GO NORTH ON
 DK2066'U.S. HIGHWAY 165 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY
 DK2066'834 TO THE LEFT AND 835 TO THE RIGHT.  TURN RIGHT AND GO EAST ON
 DK2066'STATE HIGHWAY 835 FOR 7.75 MILES TO A GRAVELED SIDE ROAD
 DK2066'LEFT.  TURN LEFT AND GO NORTHEAST AND NORTH ON GRAVELED ROAD
 DK2066'FOR 2.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 DK2066'NORTH ON GRAVELED ROAD FOR 0.35 MILE TO A METAL GATE ON THE
 DK2066'RIGHT.  TURN RIGHT AND GO EAST THRU METAL GATE AND GO NORTH IN
 DK2066'OPEN FIELD FOR 0.05 MILE TO THE STATION.
 DK2066'
 DK2066'THE STATION MARKS ARE STANDARD DISKS STAMPED ASHMORE 1970.  THE
 DK2066'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DK2066'MONUMENT THAT IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 116
 DK2066'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 89 FEET
 DK2066'SOUTH-SOUTHEAST OF A 20-INCH CEDAR TREE AND 73 FEET EAST OF A
 DK2066'POWERLINE POLE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 DK2066'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DK2066'
 DK2066'REFERENCE MARK 1, A STANDARD DISK STAMPED ASHMORE NO 1 1970,
 DK2066'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DK2066'IS FLUSH WITH THE GROUND SURFACE.  IT IS 106 FEET SOUTH OF A
 DK2066'POWERLINE POLE, 24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 DK2066'AND 1 FOOT EAST OF A FENCE.
 DK2066'
 DK2066'REFERENCE MARK 2, A STANDARD DISK STAMPED ASHMORE NO 2 1970,
 DK2066'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DK2066'IS FLUSH WITH THE GROUND SURFACE.  IT IS 184 FEET NORTH OF A
 DK2066'POWERLINE POLE, 142 FEET NORTHWEST OF A 20-INCH CEDAR TREE AND
 DK2066'24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 DK2066'
 DK2066'AZIMUTH MARK, A STANDARD DISK STAMPED ASHMORE 1970, IS SET IN
 DK2066'THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT PROJECTS 2 INCHES
 DK2066'ABOVE THE GROUND SURFACE.  IT IS 92 FEET SOUTH OF A POWERLINE
 DK2066'POLE, 27 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 21 FEET
 DK2066'SOUTHEAST OF A 24-INCH OAK TREE AND 2 FEET NORTHEAST OF A METAL
 DK2066'WITNESS POST WITH SIGN.
 DK2066'
 DK2066'HEIGHT OF LIGHT ABOVE STATION MARK 34.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2847 ***********************************************************************
 AU2847  DESIGNATION -  AT
 AU2847  PID         -  AU2847
 AU2847  STATE/COUNTY-  LA/LAFOURCHE
 AU2847  USGS QUAD   -  CATAHOULA BAY (1979)
 AU2847
 AU2847                         *CURRENT SURVEY CONTROL
 AU2847  ___________________________________________________________________
 AU2847* NAD 83(1992)-  29 38 44.68575(N)    090 16 32.63009(W)     ADJUSTED  
 AU2847* NAVD 88     -         0.72   (+/-2cm)       2.4  **(feet)  VERTCON   
 AU2847  **This station is located in a subsidence area (see below).
 AU2847  ___________________________________________________________________
 AU2847  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AU2847  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AU2847
 AU2847  HORZ ORDER  -  FIRST
 AU2847  VERT ORDER  -  THIRD ? (See Below)
 AU2847
 AU2847.The horizontal coordinates were established by classical geodetic methods
 AU2847.and adjusted by the National Geodetic Survey in January 1993..
 AU2847
 AU2847 ** The orthometric height has not been validated since last determined
 AU2847 ** by differential leveling and should not be used for control purposes.
 AU2847 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2847 ** area with valid NAVD 88 orthometric heights.
 AU2847 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2847 ** epoch indicated which incorporates improved geoid heights for the
 AU2847 ** Southern Louisiana Subsidence area.
 AU2847 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2847.The vertical order pertains to the NGVD 29 superseded value.
 AU2847
 AU2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2847
 AU2847.The geoid height was determined by GEOID03.
 AU2847
 AU2847;                    North         East     Units Scale Factor Converg.
 AU2847;SPC LA S     -   127,472.762 1,102,397.534   MT  0.99994483   +0 31 43.7
 AU2847;SPC LA S     -   418,216.89  3,616,782.58   sFT  0.99994483   +0 31 43.7
 AU2847;UTM  15      - 3,282,634.959   763,728.786   MT  1.00045827   +1 20 53.9
 AU2847
 AU2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2847!SPC LA S     -   1.00000385  x   0.99994483  =   0.99994868
 AU2847!UTM  15      -   1.00000385  x   1.00045827  =   1.00046212
 AU2847
 AU2847|---------------------------------------------------------------------|
 AU2847| PID    Reference Object                     Distance      Geod. Az  |
 AU2847|                                                           dddmmss.s |
 AU2847| DD6261 AT RM 1                              28.548 METERS 04343     |
 AU2847| DD6262 AT RM 2                              44.161 METERS 13630     |
 AU2847| AU2844 END                                 APPROX. 5.5 KM 2685853.5 |
 AU2847| AU2845 ENTRANCE HARVEY CANAL 2 NAV LT      APPROX. 3.7 KM 2923258.2 |
 AU2847|---------------------------------------------------------------------|
 AU2847
 AU2847                          SUPERSEDED SURVEY CONTROL
 AU2847
 AU2847  NAD 83(1986)-  29 38 44.70223(N)    090 16 32.63563(W) AD(       ) 1
 AU2847  NAD 27      -  29 38 43.93537(N)    090 16 32.35412(W) AD(       ) 1
 AU2847  NGVD 29 (07/19/86)    0.80   (m)            2.6    (f) LEVELING    3  
 AU2847
 AU2847.Superseded values are not recommended for survey control.
 AU2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2847.See file dsdata.txt to determine how the superseded data were derived.
 AU2847
 AU2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6372982635(NAD 83)
 AU2847_MARKER: DS = TRIANGULATION STATION DISK
 AU2847_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2847_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2847
 AU2847  HISTORY     - Date     Condition        Report By
 AU2847  HISTORY     - 1934     MONUMENTED       CGS
 AU2847  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU2847
 AU2847                          STATION DESCRIPTION
 AU2847
 AU2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2847'STATION IS ON THE S SIDE OF THE INTRACOASTAL CANAL, ABOUT 3
 AU2847'MILES E OF THE INTERSECTION OF THE INTRACOASTAL CANAL AND
 AU2847'THE HARVEY NO. 2 CANAL, ABOUT 1/2 MILE E OF THE FIRST HOUSE
 AU2847'ON THE S BANK OF THE CANAL, AT A BEND IN THE CANAL, 120
 AU2847'FEET S OF THE CANAL BANK, AND 45 FEET S OF COW PATH.
 AU2847'
 AU2847'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 AU2847'DISKS SET IN CEMENT IN THE TOP OF TILES.
 AU2847'
 AU2847'REFERENCE MARK NO. 1 IS 5 FEET N OF THE COW PATH, 70 FEET
 AU2847'S OF THE CANAL BANK, AND 28.548 METERS (93.66 FEET) FROM
 AU2847'THE STATION N 43 DEG 43 MIN E.
 AU2847'
 AU2847'REFERENCE MARK NO. 2 IS 44.161 METERS (144.88 FEET) FROM THE
 AU2847'STATION S 43 DEG 30 MIN E.
 AU2847'
 AU2847'STATION END IS USED AS THE AZIMUTH MARK FOR THIS STATION.
 AU2847
 AU2847                          STATION RECOVERY (1966)
 AU2847
 AU2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2847'THE STATION WAS SEARCHED FOR AND NONE OF THE MARKS WERE
 AU2847'FOUND AT THIS DATE.  THE ORIGINAL DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2445 ***********************************************************************
 AU2445  DESIGNATION -  ATCHAFALAYA BAY CHANNEL LT 67
 AU2445  PID         -  AU2445
 AU2445  STATE/COUNTY-  LA/TERREBONNE
 AU2445  USGS QUAD   -  POINT AU FER NE (1994)
 AU2445
 AU2445                         *CURRENT SURVEY CONTROL
 AU2445  ___________________________________________________________________
 AU2445* NAD 83(1992)-  29 24 25.30721(N)    091 21 11.60803(W)     ADJUSTED  
 AU2445* NAVD 88     -                                                        
 AU2445  ___________________________________________________________________
 AU2445  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2445  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AU2445
 AU2445  HORZ ORDER  -  THIRD
 AU2445
 AU2445.The horizontal coordinates were established by classical geodetic methods
 AU2445.and adjusted by the National Geodetic Survey in January 1993..
 AU2445
 AU2445
 AU2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2445
 AU2445.The geoid height was determined by GEOID03.
 AU2445
 AU2445;                    North         East     Units Scale Factor Converg.
 AU2445;SPC LA S     -   100,541.044   998,069.513   MT  0.99997907   -0 00 35.8
 AU2445;SPC LA S     -   329,858.41  3,274,499.73   sFT  0.99997907   -0 00 35.8
 AU2445;UTM  15      - 3,254,210.004   659,774.892   MT  0.99991500   +0 48 31.5
 AU2445
 AU2445                          SUPERSEDED SURVEY CONTROL
 AU2445
 AU2445  NAD 83(1986)-  29 24 25.33207(N)    091 21 11.60757(W) AD(       ) 4
 AU2445  NAD 27      -  29 24 24.54900(N)    091 21 11.21300(W) AD(       ) 3
 AU2445
 AU2445.Superseded values are not recommended for survey control.
 AU2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2445.See file dsdata.txt to determine how the superseded data were derived.
 AU2445
 AU2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5977554210(NAD 83)
 AU2445_MARKER: 14 = NAVIGATION LIGHT
 AU2445
 AU2445  HISTORY     - Date     Condition        Report By
 AU2445  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2445  HISTORY     - 1960     GOOD             CGS
 AU2445
 AU2445                          STATION DESCRIPTION
 AU2445
 AU2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2445'THE STATION IS THE LIGHT ATOP THE BLACK TRIANGULAR SLATTED
 AU2445'STRUCTURE SUPPORTED BY PILES.  THE LIGHT IS 40 CANDLE POWER
 AU2445'AND IS 25 FEET ABOVE THE WATER.  IT IS LOCATED ON THE WEST
 AU2445'SIDE OF ATCHAFALAYA CHANNEL ABOUT 3 MILES NORTHEAST OF THE
 AU2445'EUGENE ISLAND LIGHT HOUSE.
 AU2445
 AU2445                          STATION RECOVERY (1960)
 AU2445
 AU2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2445'LISTED AS ATCHAFALAYA CHANNEL LIGHT 55 IN 1955.
 AU2445'
 AU2445'LOCATED IN THE EAST SIDE OF ATCHAFALAYA BAY, ABOUT 2.7 MILES
 AU2445'NORTHEAST OF EUGENE ISLAND LIGHTHOUSE, ALONG THE NORTHWEST SIDE
 AU2445'OF THE CHANNEL LEADING TO THE ENTRANCE TO ATCHAFALAYA RIVER.  LIGHT
 AU2445'ATOP BLACK, TRIANGULAR, SLATTED, STRUCTURE ON PILES.  LIGHT
 AU2445'WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2451 ***********************************************************************
 AU2451  DESIGNATION -  ATCHAFALAYA BAY CHANNEL LT 88
 AU2451  PID         -  AU2451
 AU2451  STATE/COUNTY-  LA/TERREBONNE
 AU2451  USGS QUAD   -  POINT AU FER NE (1994)
 AU2451
 AU2451                         *CURRENT SURVEY CONTROL
 AU2451  ___________________________________________________________________
 AU2451* NAD 83(1992)-  29 26 32.28203(N)    091 18 58.87021(W)     ADJUSTED  
 AU2451* NAVD 88     -                                                        
 AU2451  ___________________________________________________________________
 AU2451  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2451  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AU2451
 AU2451  HORZ ORDER  -  THIRD
 AU2451
 AU2451.The horizontal coordinates were established by classical geodetic methods
 AU2451.and adjusted by the National Geodetic Survey in January 1993..
 AU2451
 AU2451
 AU2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2451
 AU2451.The geoid height was determined by GEOID03.
 AU2451
 AU2451;                    North         East     Units Scale Factor Converg.
 AU2451;SPC LA S     -   104,450.417 1,001,647.424   MT  0.99997293   +0 00 30.6
 AU2451;SPC LA S     -   342,684.41  3,286,238.26   sFT  0.99997293   +0 00 30.6
 AU2451;UTM  15      - 3,258,169.905   663,296.368   MT  0.99992904   +0 49 40.0
 AU2451
 AU2451                          SUPERSEDED SURVEY CONTROL
 AU2451
 AU2451  NAD 83(1986)-  29 26 32.30635(N)    091 18 58.86981(W) AD(       ) 4
 AU2451  NAD 27      -  29 26 31.53400(N)    091 18 58.48000(W) AD(       ) 3
 AU2451
 AU2451.Superseded values are not recommended for survey control.
 AU2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2451.See file dsdata.txt to determine how the superseded data were derived.
 AU2451
 AU2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6329658170(NAD 83)
 AU2451_MARKER: 14 = NAVIGATION LIGHT
 AU2451
 AU2451  HISTORY     - Date     Condition        Report By
 AU2451  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2451
 AU2451                          STATION DESCRIPTION
 AU2451
 AU2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2451'LOCATED ALONG THE EAST SIDE OF ATCHAFALAYA BAY, ABOUT 5.5
 AU2451'MILES NORTHEAST OF EUGENE ISLAND LIGHT, ABOUT 3.1 MILES
 AU2451'WEST OF PLUMB ISLAND POINT AND ALONG THE SOUTHEAST SIDE
 AU2451'OF THE CHANNEL ENTERING ATCHAFALAYA RIVER FROM THE GULF.  LIGHT
 AU2451'ATOP RED, SQUARE, SLATTED, PYRAMIDAL STRUCTURE ON PILES.  LIGHT
 AU2451'WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2463 ***********************************************************************
 AU2463  DESIGNATION -  ATCHAFALAYA BAY CHANNEL LT 19
 AU2463  PID         -  AU2463
 AU2463  STATE/COUNTY-  LA/ST MARY
 AU2463  USGS QUAD   -  
 AU2463
 AU2463                         *CURRENT SURVEY CONTROL
 AU2463  ___________________________________________________________________
 AU2463* NAD 83(1992)-  29 18 49.81664(N)    091 26 10.11349(W)     ADJUSTED  
 AU2463* NAVD 88     -                                                        
 AU2463  ___________________________________________________________________
 AU2463  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2463  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AU2463
 AU2463  HORZ ORDER  -  THIRD
 AU2463
 AU2463.The horizontal coordinates were established by classical geodetic methods
 AU2463.and adjusted by the National Geodetic Survey in January 1993..
 AU2463
 AU2463
 AU2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2463
 AU2463.The geoid height was determined by GEOID03.
 AU2463
 AU2463;                    North         East     Units Scale Factor Converg.
 AU2463;SPC LA S     -    90,215.939   990,012.814   MT  0.99999710   -0 03 05.1
 AU2463;SPC LA S     -   295,983.46  3,248,067.04   sFT  0.99999710   -0 03 05.1
 AU2463;UTM  15      - 3,243,771.860   651,867.104   MT  0.99988459   +0 45 56.9
 AU2463
 AU2463                          SUPERSEDED SURVEY CONTROL
 AU2463
 AU2463  NAD 83(1986)-  29 18 49.84278(N)    091 26 10.11245(W) AD(       ) 4
 AU2463  NAD 27      -  29 18 49.04100(N)    091 26 09.70300(W) AD(       ) 3
 AU2463
 AU2463.Superseded values are not recommended for survey control.
 AU2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2463.See file dsdata.txt to determine how the superseded data were derived.
 AU2463
 AU2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5186743772(NAD 83)
 AU2463_MARKER: 14 = NAVIGATION LIGHT
 AU2463
 AU2463  HISTORY     - Date     Condition        Report By
 AU2463  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2463
 AU2463                          STATION DESCRIPTION
 AU2463
 AU2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2463'LOCATED IN THE GULF OF MEXICO ABOUT 4.8 MILES SOUTHWEST OF
 AU2463'EUGENE ISLAND LIGHTHOUSE, ABOUT 4.9 MILES WEST OF POINT AU FER
 AU2463'AND ALONG THE NORTHWEST SIDE OF THE CHANNEL ENTERING ATCHAFALAYA
 AU2463'BAY FROM THE GULF.  LIGHT ATOP BLACK, SQUARE, SKELETON TOWER
 AU2463'ON PILES.  LIGHT WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2470 ***********************************************************************
 AU2470  DESIGNATION -  ATCHAFALAYA BAY CHANNEL LT 37
 AU2470  PID         -  AU2470
 AU2470  STATE/COUNTY-  LA/ST MARY
 AU2470  USGS QUAD   -  
 AU2470
 AU2470                         *CURRENT SURVEY CONTROL
 AU2470  ___________________________________________________________________
 AU2470* NAD 83(1992)-  29 20 29.44709(N)    091 24 41.86468(W)     ADJUSTED  
 AU2470* NAVD 88     -                                                        
 AU2470  ___________________________________________________________________
 AU2470  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2470  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AU2470
 AU2470  HORZ ORDER  -  THIRD
 AU2470
 AU2470.The horizontal coordinates were established by classical geodetic methods
 AU2470.and adjusted by the National Geodetic Survey in January 1993..
 AU2470
 AU2470
 AU2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2470
 AU2470.The geoid height was determined by GEOID03.
 AU2470
 AU2470;                    North         East     Units Scale Factor Converg.
 AU2470;SPC LA S     -    93,281.582   992,396.226   MT  0.99999147   -0 02 20.9
 AU2470;SPC LA S     -   306,041.32  3,255,886.62   sFT  0.99999147   -0 02 20.9
 AU2470;UTM  15      - 3,246,870.868   654,206.292   MT  0.99989343   +0 46 42.5
 AU2470
 AU2470                          SUPERSEDED SURVEY CONTROL
 AU2470
 AU2470  NAD 83(1986)-  29 20 29.47266(N)    091 24 41.86413(W) AD(       ) 4
 AU2470  NAD 27      -  29 20 28.67500(N)    091 24 41.46000(W) AD(       ) 3
 AU2470
 AU2470.Superseded values are not recommended for survey control.
 AU2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2470.See file dsdata.txt to determine how the superseded data were derived.
 AU2470
 AU2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5420646871(NAD 83)
 AU2470_MARKER: 14 = NAVIGATION LIGHT
 AU2470
 AU2470  HISTORY     - Date     Condition        Report By
 AU2470  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2470
 AU2470                          STATION DESCRIPTION
 AU2470
 AU2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2470'LOCATED IN THE GULF OF MEXICO, ABOUT 2.3 MILES SOUTHWEST OF
 AU2470'EUGENE ISLAND LIGHTHOUSE, ABOUT 3.1 MILES WEST OF POINT AU FER
 AU2470'AND ALONG THE NORTHWEST SIDE OF THE CHANNEL ENTERING ATCHAFALAYA
 AU2470'BAY FROM THE GULF.  LIGHT ATOP BLACK, RECTANGULAR, SLATTED
 AU2470'STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2478 ***********************************************************************
 AU2478  DESIGNATION -  ATCHAFALAYA BAY LIGHT 9
 AU2478  PID         -  AU2478
 AU2478  STATE/COUNTY-  LA/ST MARY
 AU2478  USGS QUAD   -  
 AU2478
 AU2478                         *CURRENT SURVEY CONTROL
 AU2478  ___________________________________________________________________
 AU2478* NAD 83(1992)-  29 27 57.64923(N)    091 34 25.22644(W)     ADJUSTED  
 AU2478* NAVD 88     -                                                        
 AU2478  ___________________________________________________________________
 AU2478  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2478  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU2478
 AU2478  HORZ ORDER  -  THIRD
 AU2478
 AU2478.The horizontal coordinates were established by classical geodetic methods
 AU2478.and adjusted by the National Geodetic Survey in January 1993..
 AU2478
 AU2478
 AU2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2478
 AU2478.The geoid height was determined by GEOID03.
 AU2478
 AU2478;                    North         East     Units Scale Factor Converg.
 AU2478;SPC LA S     -   107,103.106   976,688.019   MT  0.99996901   -0 07 12.6
 AU2478;SPC LA S     -   351,387.44  3,204,350.61   sFT  0.99996901   -0 07 12.6
 AU2478;UTM  15      - 3,260,464.651   638,303.774   MT  0.99983602   +0 42 06.2
 AU2478
 AU2478                          SUPERSEDED SURVEY CONTROL
 AU2478
 AU2478  NAD 83(1986)-  29 27 57.67416(N)    091 34 25.22299(W) AD(       ) 4
 AU2478  NAD 27      -  29 27 56.88500(N)    091 34 24.81200(W) AD(       ) 3
 AU2478
 AU2478.Superseded values are not recommended for survey control.
 AU2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2478.See file dsdata.txt to determine how the superseded data were derived.
 AU2478
 AU2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3830460465(NAD 83)
 AU2478_MARKER: 14 = NAVIGATION LIGHT
 AU2478
 AU2478  HISTORY     - Date     Condition        Report By
 AU2478  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2478  HISTORY     - 1960     GOOD             CGS
 AU2478
 AU2478                          STATION DESCRIPTION
 AU2478
 AU2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2478'THE STATION IS THE CENTER OF A FLASHING WHITE LIGHT WHICH
 AU2478'IS FIXED TO A PILING THAT IS DRIVEN INTO 4 FEET OF WATER
 AU2478'AND LIES ABOUT 5 MILES SOUTH OF POINT CHEVREUIL AND 4 MILES
 AU2478'SOUTH SOUTHEAST OF RABBIT I SLAND.
 AU2478'
 AU2478'THE LIGHT FLASHES EVERY 3 SECONDS.
 AU2478
 AU2478                          STATION RECOVERY (1960)
 AU2478
 AU2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2478'LOCATED ALONG THE WEST SIDE OF ATCHAFALAYA BAY ABOUT 2.8
 AU2478'MILES SOUTHEAST OF RABBIT ISLAND AND ABOUT 3.1 MILES NORTH
 AU2478'OF RABBIT ISLAND PASS, ALONG THE WEST SIDE OF THE CHANNEL.
 AU2478'LIGHT ATOP 3 PILE STRUCTURE.  LIGHT WAS OBSERVED UPON.
 AU2478'
 AU2478'AID NUMBER 7216 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2485 ***********************************************************************
 AU2485  DESIGNATION -  ATCHAFALAYA BAY LIGHT 7
 AU2485  PID         -  AU2485
 AU2485  STATE/COUNTY-  LA/ST MARY
 AU2485  USGS QUAD   -  
 AU2485
 AU2485                         *CURRENT SURVEY CONTROL
 AU2485  ___________________________________________________________________
 AU2485* NAD 83(1992)-  29 26 26.99974(N)    091 35 05.66799(W)     ADJUSTED  
 AU2485* NAVD 88     -                                                        
 AU2485  ___________________________________________________________________
 AU2485  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2485  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AU2485
 AU2485  HORZ ORDER  -  THIRD
 AU2485
 AU2485.The horizontal coordinates were established by classical geodetic methods
 AU2485.and adjusted by the National Geodetic Survey in January 1993..
 AU2485
 AU2485
 AU2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2485
 AU2485.The geoid height was determined by GEOID03.
 AU2485
 AU2485;                    North         East     Units Scale Factor Converg.
 AU2485;SPC LA S     -   104,314.452   975,592.268   MT  0.99997318   -0 07 32.8
 AU2485;SPC LA S     -   342,238.33  3,200,755.63   sFT  0.99997318   -0 07 32.8
 AU2485;UTM  15      - 3,257,660.954   637,248.271   MT  0.99983243   +0 41 44.4
 AU2485
 AU2485                          SUPERSEDED SURVEY CONTROL
 AU2485
 AU2485  NAD 83(1986)-  29 26 27.02493(N)    091 35 05.66460(W) AD(       ) 4
 AU2485  NAD 27      -  29 26 26.23500(N)    091 35 05.25700(W) AD(       ) 3
 AU2485
 AU2485.Superseded values are not recommended for survey control.
 AU2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2485.See file dsdata.txt to determine how the superseded data were derived.
 AU2485
 AU2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3724857661(NAD 83)
 AU2485_MARKER: 14 = NAVIGATION LIGHT
 AU2485
 AU2485  HISTORY     - Date     Condition        Report By
 AU2485  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2485  HISTORY     - 1960     GOOD             CGS
 AU2485
 AU2485                          STATION DESCRIPTION
 AU2485
 AU2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2485'THE STATION IS THE CENTER OF A FLASHING GREEN LIGHT WHICH
 AU2485'IS FIXED TO A PILE WHICH IS DRIVEN IN 4 FEET OF WATER AND
 AU2485'LIES ABOUT 3 MILES SOUTH OF POINT CHEVREUIL AND 2-1/2 MILES
 AU2485'SOUTH SOUTHEAST OF RABBIT ISLAND.
 AU2485'
 AU2485'THE LIGHT FLASHES EVERY 3 SECONDS.
 AU2485
 AU2485                          STATION RECOVERY (1960)
 AU2485
 AU2485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2485'LOCATED ALONG THE WEST SIDE OF ATCHAFALAYA BAY, ABOUT 4.1
 AU2485'MILES SOUTHEAST OF RABBIT ISLAND AND ABOUT 1.5 MILES NORTH
 AU2485'OF RABBIT ISLAND PASS AND ALONG THE WEST SIDE OF THE CHANNEL.
 AU2485'LIGHT ATOP 3 PILE STRUCTURE.  LIGHT WAS OBSERVED UPON.
 AU2485'
 AU2485'AID NUMBER 7215 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2564 ***********************************************************************
 AU2564  DESIGNATION -  ATCHAFALAYA BAY LIGHT 12
 AU2564  PID         -  AU2564
 AU2564  STATE/COUNTY-  LA/ST MARY
 AU2564  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU2564
 AU2564                         *CURRENT SURVEY CONTROL
 AU2564  ___________________________________________________________________
 AU2564* NAD 83(1992)-  29 31 01.85147(N)    091 33 24.67736(W)     ADJUSTED  
 AU2564* NAVD 88     -                                                        
 AU2564  ___________________________________________________________________
 AU2564  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2564  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AU2564
 AU2564  HORZ ORDER  -  THIRD
 AU2564
 AU2564.The horizontal coordinates were established by classical geodetic methods
 AU2564.and adjusted by the National Geodetic Survey in January 1993..
 AU2564
 AU2564
 AU2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2564
 AU2564.The geoid height was determined by GEOID03.
 AU2564
 AU2564;                    North         East     Units Scale Factor Converg.
 AU2564;SPC LA S     -   112,771.177   978,330.467   MT  0.99996113   -0 06 42.3
 AU2564;SPC LA S     -   369,983.44  3,209,739.21   sFT  0.99996113   -0 06 42.3
 AU2564;UTM  15      - 3,266,154.994   639,864.501   MT  0.99984138   +0 42 40.1
 AU2564
 AU2564                          SUPERSEDED SURVEY CONTROL
 AU2564
 AU2564  NAD 83(1986)-  29 31 01.87577(N)    091 33 24.67370(W) AD(       ) 4
 AU2564  NAD 27      -  29 31 01.10000(N)    091 33 24.27000(W) AD(       ) 3
 AU2564
 AU2564.Superseded values are not recommended for survey control.
 AU2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2564.See file dsdata.txt to determine how the superseded data were derived.
 AU2564
 AU2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3986566155(NAD 83)
 AU2564_MARKER: 14 = NAVIGATION LIGHT
 AU2564
 AU2564  HISTORY     - Date     Condition        Report By
 AU2564  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2564
 AU2564                          STATION DESCRIPTION
 AU2564
 AU2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2564'THE STATION IS THE CENTER OF A FLASHING RED LIGHT WHICH IS
 AU2564'FIXED TO A PILING THAT IS DRIVEN INTO 8 FEET OF WATER, ABOUT
 AU2564'2/10 MILE WEST OF POINT CHEVREUIL AND JUST EAST OF THE MORRISON
 AU2564'CUTOFF.
 AU2564'
 AU2564'THE LIGHT FLASHES EVERY 3 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2447 ***********************************************************************
 AU2447  DESIGNATION -  ATCHAFALAYA CHANNEL LIGHT 78
 AU2447  PID         -  AU2447
 AU2447  STATE/COUNTY-  LA/TERREBONNE
 AU2447  USGS QUAD   -  POINT AU FER NE (1994)
 AU2447
 AU2447                         *CURRENT SURVEY CONTROL
 AU2447  ___________________________________________________________________
 AU2447* NAD 83(1992)-  29 26 43.83964(N)    091 18 15.67375(W)     ADJUSTED  
 AU2447* NAVD 88     -                                                        
 AU2447  ___________________________________________________________________
 AU2447  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2447  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AU2447
 AU2447  HORZ ORDER  -  THIRD
 AU2447
 AU2447.The horizontal coordinates were established by classical geodetic methods
 AU2447.and adjusted by the National Geodetic Survey in January 1993..
 AU2447
 AU2447
 AU2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2447
 AU2447.The geoid height was determined by GEOID03.
 AU2447
 AU2447;                    North         East     Units Scale Factor Converg.
 AU2447;SPC LA S     -   104,806.497 1,002,811.461   MT  0.99997239   +0 00 52.2
 AU2447;SPC LA S     -   343,852.65  3,290,057.27   sFT  0.99997239   +0 00 52.2
 AU2447;UTM  15      - 3,258,542.577   664,455.147   MT  0.99993372   +0 50 01.5
 AU2447
 AU2447                          SUPERSEDED SURVEY CONTROL
 AU2447
 AU2447  NAD 83(1986)-  29 26 43.86370(N)    091 18 15.67357(W) AD(       ) 4
 AU2447  NAD 27      -  29 26 43.08100(N)    091 18 15.28900(W) AD(       ) 3
 AU2447
 AU2447.Superseded values are not recommended for survey control.
 AU2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2447.See file dsdata.txt to determine how the superseded data were derived.
 AU2447
 AU2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6445558543(NAD 83)
 AU2447_MARKER: 14 = NAVIGATION LIGHT
 AU2447
 AU2447  HISTORY     - Date     Condition        Report By
 AU2447  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2447
 AU2447                          STATION DESCRIPTION
 AU2447
 AU2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2447'THE STATION IS THE FLASHING RED LIGHT ATOP THE RED SQUARE
 AU2447'PYRAMIDAL SLATTED STRUCTURE SUPPORTED BY PILES.  THE LIGHT IS
 AU2447'20 CANDLE POWER AND IS 30 FEET ABOVE THE WATER.  IT IS LOCATED
 AU2447'ON THE EAST SIDE OF ATCHAFALAYA CHANNEL, ABOUT 2.5 MILES
 AU2447'SOUTH OF THE COAST LINE.
 AU2447'
 AU2447'THIS LIGHT IS NO. 6151 IN THE 1954 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2450 ***********************************************************************
 AU2450  DESIGNATION -  ATCHAFALAYA CHANNEL LIGHT 75
 AU2450  PID         -  AU2450
 AU2450  STATE/COUNTY-  LA/TERREBONNE
 AU2450  USGS QUAD   -  POINT AU FER NE (1994)
 AU2450
 AU2450                         *CURRENT SURVEY CONTROL
 AU2450  ___________________________________________________________________
 AU2450* NAD 83(1992)-  29 26 32.91239(N)    091 19 21.74503(W)     ADJUSTED  
 AU2450* NAVD 88     -                                                        
 AU2450  ___________________________________________________________________
 AU2450  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2450  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AU2450
 AU2450  HORZ ORDER  -  THIRD
 AU2450
 AU2450.The horizontal coordinates were established by classical geodetic methods
 AU2450.and adjusted by the National Geodetic Survey in January 1993..
 AU2450
 AU2450
 AU2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2450
 AU2450.The geoid height was determined by GEOID03.
 AU2450
 AU2450;                    North         East     Units Scale Factor Converg.
 AU2450;SPC LA S     -   104,469.751 1,001,030.955   MT  0.99997290   +0 00 19.1
 AU2450;SPC LA S     -   342,747.84  3,284,215.72   sFT  0.99997290   +0 00 19.1
 AU2450;UTM  15      - 3,258,180.421   662,679.713   MT  0.99992656   +0 49 28.8
 AU2450
 AU2450                          SUPERSEDED SURVEY CONTROL
 AU2450
 AU2450  NAD 83(1986)-  29 26 32.93651(N)    091 19 21.74459(W) AD(       ) 4
 AU2450  NAD 27      -  29 26 32.15000(N)    091 19 21.36000(W) AD(       ) 3
 AU2450
 AU2450.Superseded values are not recommended for survey control.
 AU2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2450.See file dsdata.txt to determine how the superseded data were derived.
 AU2450
 AU2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6268058180(NAD 83)
 AU2450_MARKER: 14 = NAVIGATION LIGHT
 AU2450
 AU2450  HISTORY     - Date     Condition        Report By
 AU2450  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2450
 AU2450                          STATION DESCRIPTION
 AU2450
 AU2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2450'THE STATION IS THE FLASHING WHITE LIGHT ATOP THE BLACK SQUARE
 AU2450'PYRAMIDAL SLATTED STRUCTURE SUPPORTED BY PILES.  THE LIGHT IS 90
 AU2450'CANDLE POWER AND IS 30 FEET ABOVE THE WATER.  IT IS LOCATED ON
 AU2450'THE WEST SIDE OF THE ATCHAFALAYA CHANNEL, ABOUT 3 MILES SOUTH
 AU2450'OF THE COAST LINE.
 AU2450'
 AU2450'THIS LIGHT IS NO. 6150 IN THE 1955 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2468 ***********************************************************************
 AU2468  DESIGNATION -  ATCHAFALAYA CHANNEL LIGHT 25
 AU2468  PID         -  AU2468
 AU2468  STATE/COUNTY-  LA/ST MARY
 AU2468  USGS QUAD   -  
 AU2468
 AU2468                         *CURRENT SURVEY CONTROL
 AU2468  ___________________________________________________________________
 AU2468* NAD 83(1992)-  29 20 29.11450(N)    091 24 42.24618(W)     ADJUSTED  
 AU2468* NAVD 88     -                                                        
 AU2468  ___________________________________________________________________
 AU2468  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2468  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AU2468
 AU2468  HORZ ORDER  -  THIRD
 AU2468
 AU2468.The horizontal coordinates were established by classical geodetic methods
 AU2468.and adjusted by the National Geodetic Survey in January 1993..
 AU2468
 AU2468
 AU2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2468
 AU2468.The geoid height was determined by GEOID03.
 AU2468
 AU2468;                    North         East     Units Scale Factor Converg.
 AU2468;SPC LA S     -    93,271.349   992,385.927   MT  0.99999149   -0 02 21.1
 AU2468;SPC LA S     -   306,007.75  3,255,852.83   sFT  0.99999149   -0 02 21.1
 AU2468;UTM  15      - 3,246,860.490   654,196.142   MT  0.99989339   +0 46 42.3
 AU2468
 AU2468                          SUPERSEDED SURVEY CONTROL
 AU2468
 AU2468  NAD 83(1986)-  29 20 29.14054(N)    091 24 42.24568(W) AD(       ) 4
 AU2468  NAD 27      -  29 20 28.35600(N)    091 24 41.85100(W) AD(       ) 3
 AU2468
 AU2468.Superseded values are not recommended for survey control.
 AU2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2468.See file dsdata.txt to determine how the superseded data were derived.
 AU2468
 AU2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5419646860(NAD 83)
 AU2468_MARKER: 14 = NAVIGATION LIGHT
 AU2468
 AU2468  HISTORY     - Date     Condition        Report By
 AU2468  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2468
 AU2468                          STATION DESCRIPTION
 AU2468
 AU2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2468'THE STATION IS THE LIGHT ATOP THE BLACK SQUARE PYRAMIDAL
 AU2468'STRUCTURE ON PILES.  THE LIGHT IS 50 CANDLE POWER AND 25 FEET
 AU2468'ABOVE THE WATER.
 AU2468'
 AU2468'LOCATED ABOUT 2.7 MILES SOUTHWEST OF THE EUGENE LIGHTHOUSE
 AU2468'AND ABOUT 3.5 MILES WEST OF POINT AU FER.
 AU2468'
 AU2468'THIS IS LIGHT NO 6146 IN THE 1954 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2469 ***********************************************************************
 AU2469  DESIGNATION -  ATCHAFALAYA CHANNEL LIGHT 38
 AU2469  PID         -  AU2469
 AU2469  STATE/COUNTY-  LA/TERREBONNE
 AU2469  USGS QUAD   -  
 AU2469
 AU2469                         *CURRENT SURVEY CONTROL
 AU2469  ___________________________________________________________________
 AU2469* NAD 83(1992)-  29 22 17.44628(N)    091 22 58.76287(W)     ADJUSTED  
 AU2469* NAVD 88     -                                                        
 AU2469  ___________________________________________________________________
 AU2469  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU2469  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AU2469
 AU2469  HORZ ORDER  -  THIRD
 AU2469
 AU2469.The horizontal coordinates were established by classical geodetic methods
 AU2469.and adjusted by the National Geodetic Survey in January 1993..
 AU2469
 AU2469
 AU2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2469
 AU2469.The geoid height was determined by GEOID03.
 AU2469
 AU2469;                    North         East     Units Scale Factor Converg.
 AU2469;SPC LA S     -    96,605.216   995,179.011   MT  0.99998563   -0 01 29.4
 AU2469;SPC LA S     -   316,945.61  3,265,016.47   sFT  0.99998563   -0 01 29.4
 AU2469;UTM  15      - 3,250,233.582   656,941.108   MT  0.99990393   +0 47 35.7
 AU2469
 AU2469                          SUPERSEDED SURVEY CONTROL
 AU2469
 AU2469  NAD 83(1986)-  29 22 17.47154(N)    091 22 58.76257(W) AD(       ) 4
 AU2469  NAD 27      -  29 22 16.68700(N)    091 22 58.36900(W) AD(       ) 3
 AU2469
 AU2469.Superseded values are not recommended for survey control.
 AU2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2469.See file dsdata.txt to determine how the superseded data were derived.
 AU2469
 AU2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5694150234(NAD 83)
 AU2469_MARKER: 14 = NAVIGATION LIGHT
 AU2469
 AU2469  HISTORY     - Date     Condition        Report By
 AU2469  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2469
 AU2469                          STATION DESCRIPTION
 AU2469
 AU2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2469'THE STATION IS THE LIGHT ATOP THE RED TRIANGULAR SLATTED
 AU2469'STRUCTURE SUPPORTED BY PILES.  THE LIGHT IS 11 CANDLE POWER AND
 AU2469'IS 25 FEET ABOVE THE WATER.  IT IS LOCATED ABOUT 1 MILE EAST
 AU2469'OF THE EUGENE ISLAND LIGHT HOUSE.
 AU2469'
 AU2469'THIS IS LIGHT NO. 6147 IN THE 1954 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2391 ***********************************************************************
 AU2391  DESIGNATION -  ATCHAFALAYA RIVER BEACON 5
 AU2391  PID         -  AU2391
 AU2391  STATE/COUNTY-  LA/ST MARY
 AU2391  USGS QUAD   -  LAKE SALVE (1994)
 AU2391
 AU2391                         *CURRENT SURVEY CONTROL
 AU2391  ___________________________________________________________________
 AU2391* NAD 83(1992)-  29 32 22.41270(N)    091 16 34.04118(W)     ADJUSTED  
 AU2391* NAVD 88     -                                                        
 AU2391  **This station is located in a subsidence area (see below).
 AU2391  ___________________________________________________________________
 AU2391  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2391  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU2391
 AU2391  HORZ ORDER  -  THIRD
 AU2391
 AU2391.The horizontal coordinates were established by classical geodetic methods
 AU2391.and adjusted by the National Geodetic Survey in January 1993..
 AU2391
 AU2391 ** The orthometric height has not been validated since last determined
 AU2391 ** by differential leveling and should not be used for control purposes.
 AU2391 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2391 ** area with valid NAVD 88 orthometric heights.
 AU2391 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2391 ** epoch indicated which incorporates improved geoid heights for the
 AU2391 ** Southern Louisiana Subsidence area.
 AU2391 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2391
 AU2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2391
 AU2391.The geoid height was determined by GEOID03.
 AU2391
 AU2391;                    North         East     Units Scale Factor Converg.
 AU2391;SPC LA S     -   115,231.819 1,005,545.126   MT  0.99995794   +0 01 43.0
 AU2391;SPC LA S     -   378,056.39  3,299,025.97   sFT  0.99995794   +0 01 43.0
 AU2391;UTM  15      - 3,269,005.699   667,039.197   MT  0.99994429   +0 51 00.4
 AU2391
 AU2391                          SUPERSEDED SURVEY CONTROL
 AU2391
 AU2391  NAD 83(1986)-  29 32 22.43619(N)    091 16 34.03946(W) AD(       ) 4
 AU2391  NAD 27      -  29 32 21.66800(N)    091 16 33.65500(W) AD(       ) 3
 AU2391
 AU2391.Superseded values are not recommended for survey control.
 AU2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2391.See file dsdata.txt to determine how the superseded data were derived.
 AU2391
 AU2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6703969006(NAD 83)
 AU2391_MARKER: 61 = POLE
 AU2391
 AU2391  HISTORY     - Date     Condition        Report By
 AU2391  HISTORY     - 1933     FIRST OBSERVED   CGS
 AU2391  HISTORY     - 1948     GOOD             CGS
 AU2391
 AU2391                          STATION DESCRIPTION
 AU2391
 AU2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2391'BEACON NO. 5 IS A BRACED CENTER POLE PAINTED WHITE, WITH
 AU2391'CROSS TARGET AND LIGHT HANGING FROM HORIZONTAL ARM AT TOP,
 AU2391'LOCATED 4 MILES N OF THE MOUTH OF THE ATCHAFALAYA RIVER
 AU2391'AND IN THE MIDDLE OF THE RIVER.  STATION IS TOP OF CENTER
 AU2391'POLE.
 AU2391
 AU2391                          STATION RECOVERY (1948)
 AU2391
 AU2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2391'IN ATCHAFALAYA RIVER, ABOUT 4 MILES NORTH OF THE MOUTH OF
 AU2391'THE RIVER, ON W SIDE OF THE CHANNEL, AT FIRST LARGE BEND.
 AU2391'
 AU2391'DESCRIBED IN THE 1947 LIGHT LIST, ATLANTIC AND GULF COASTS,
 AU2391'AS FOLLOWS--
 AU2391'
 AU2391'NO. 4098, ATCHAFALAYA RIVER LIGHT 5, IN 15 FEET OF WATER,
 AU2391'ON W SIDE OF CHANNEL, 25 FEET HIGH.  A WHITE ARM AND TOPMAST
 AU2391'ON PILES.  ESTABLISHED 1925, REBUILT 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2349 ***********************************************************************
 AU2349  DESIGNATION -  ATCHAFALAYA RIVER S BASE 1889
 AU2349  PID         -  AU2349
 AU2349  STATE/COUNTY-  LA/ST MARY
 AU2349  USGS QUAD   -  MORGAN CITY (1994)
 AU2349
 AU2349                         *CURRENT SURVEY CONTROL
 AU2349  ___________________________________________________________________
 AU2349* NAD 83(1992)-  29 39 30.20326(N)    091 14 34.67830(W)     ADJUSTED  
 AU2349* NAVD 88     -         1.97   (+/-2cm)       6.5  **(feet)  VERTCON   
 AU2349  **This station is located in a subsidence area (see below).
 AU2349  ___________________________________________________________________
 AU2349  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2349  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AU2349
 AU2349  HORZ ORDER  -  SECOND
 AU2349  VERT ORDER  -  THIRD ? (See Below)
 AU2349
 AU2349.The horizontal coordinates were established by classical geodetic methods
 AU2349.and adjusted by the National Geodetic Survey in January 1993..
 AU2349
 AU2349 ** The orthometric height has not been validated since last determined
 AU2349 ** by differential leveling and should not be used for control purposes.
 AU2349 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2349 ** area with valid NAVD 88 orthometric heights.
 AU2349 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2349 ** epoch indicated which incorporates improved geoid heights for the
 AU2349 ** Southern Louisiana Subsidence area.
 AU2349 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2349.The vertical order pertains to the NGVD 29 superseded value.
 AU2349
 AU2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2349
 AU2349.The geoid height was determined by GEOID03.
 AU2349
 AU2349;                    North         East     Units Scale Factor Converg.
 AU2349;SPC LA S     -   128,405.105 1,008,748.402   MT  0.99994349   +0 02 42.7
 AU2349;SPC LA S     -   421,275.75  3,309,535.38   sFT  0.99994349   +0 02 42.7
 AU2349;UTM  15      - 3,282,223.637   670,052.934   MT  0.99995681   +0 52 10.7
 AU2349
 AU2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2349!SPC LA S     -   1.00000369  x   0.99994349  =   0.99994718
 AU2349!UTM  15      -   1.00000369  x   0.99995681  =   0.99996050
 AU2349
 AU2349                          SUPERSEDED SURVEY CONTROL
 AU2349
 AU2349  NAD 83(1986)-  29 39 30.22711(N)    091 14 34.67494(W) AD(       ) 2
 AU2349  NAD 27      -  29 39 29.47300(N)    091 14 34.30200(W) AD(       ) 2
 AU2349  NGVD 29 (07/19/86)    2.07   (m)            6.8    (f) LEVELING    3  
 AU2349
 AU2349.Superseded values are not recommended for survey control.
 AU2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2349.See file dsdata.txt to determine how the superseded data were derived.
 AU2349
 AU2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7005382224(NAD 83)
 AU2349_MARKER: B = BOLT
 AU2349_SETTING: 0 = UNSPECIFIED SETTING
 AU2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2349
 AU2349  HISTORY     - Date     Condition        Report By
 AU2349  HISTORY     - 1889     MONUMENTED       CGS
 AU2349  HISTORY     - 1931     GOOD             CGS
 AU2349  HISTORY     - 1947     GOOD             CGS
 AU2349  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AU2349
 AU2349                          STATION DESCRIPTION
 AU2349
 AU2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (CHB)
 AU2349'STATION IS ABOUT 2-1/2 MILES SW OF THE TOWN OF BERWICK, ON
 AU2349'THE W SIDE OF THE ATCHAFALAYA RIVER, ON THE N SIDE OF LITTLE
 AU2349'WAX BAYOU AND 50 METERS (165 FEET) FROM ITS JUNCTION WITH
 AU2349'THE RIVER, ON AN ISLAND CUT OFF BY THE LOUISIANA-TEXAS
 AU2349'INTRACOASTAL CANAL, ON THE SW PARAPET OF AN OLD EARTHWORK
 AU2349'KNOWN AS FORT BERWICK, 7 PACES S OF A HOUSE AND ON LAND
 AU2349'OWNED BY THE LOUISIANA SCHOOL BOARD.
 AU2349'
 AU2349'THE UNDERGROUND MARK IS A POTTERY PYRAMID BURIED 3 FEET BELOW
 AU2349'THE TOP OF THE PARAPET WITH A SMALL HOLE IN ITS APEX UNDER
 AU2349'THE SURFACE MARK.
 AU2349'
 AU2349'THE SURFACE MARK IS A CROSS CUT IN A 3/4-INCH BRASS BOLT
 AU2349'DRIVEN INTO THE TOP OF A SANDSTONE MONUMENT 1 BY 1 BY 3 FEET,
 AU2349'THIS MONUMENT BEING SET IN A MASS OF CONCRETE PROJECTING
 AU2349'ABOUT 2 FEET ABOVE GROUND AND HAVING CUT ON ITS THREE SIDES,
 AU2349'RESPECTIVELY 1889, BASE, AND U.S.  STATION WAX IS 45.263 METERS
 AU2349'(148.50 FEET) FROM THE STATION N 62 DEG 31 MIN E.
 AU2349
 AU2349                          STATION RECOVERY (1931)
 AU2349
 AU2349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AU2349'STATION IS ABOUT 2-1/2 MILES SW OF BERWICK, AT JUNCTION OF
 AU2349'ATCHAFALAYA RIVER, LITTLE WAX BAYOU, AND LOUISIANA-TEXAS
 AU2349'INTERCOASTAL CANAL, ON ISLAND CUT OFF BY CANAL, AND 7 PACES
 AU2349'S OF HOUSE FRONTING ON LITTLE WAX BAYOU.  MARKED BY SHELL
 AU2349'CONCRETE MONUMENT, ABOUT 2 FEET HIGH, WITH COPPER BOLT IN
 AU2349'TOP.  STATION WAX IS 45.263 METERS (148.50 FEET) FROM STATION
 AU2349'N 62 DEG 31 MIN E.
 AU2349
 AU2349                          STATION RECOVERY (1947)
 AU2349
 AU2349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2349'ORIGINAL DESCRIPTION INADEQUATE AND NEW DESCRIPTION FOLLOWS--
 AU2349'
 AU2349'STATION IS LOCATED ON THE S SIDE OF A SMALL ISLAND FORMED
 AU2349'BY THE ATCHAFALAYA RIVER, WAX BAYOU, AND THE INTRACOASTAL
 AU2349'WATERWAY, ABOUT 3 MILES S OF BERWICK.
 AU2349'
 AU2349'THE STATION IS MARKED BY A CROSS IN THE TOP OF A COPPER
 AU2349'BOLT THAT IS SET IN THE TOP OF A 1- BY 1- BY 3-FOOT SANDSTONE
 AU2349'MONUMENT WHICH IN TURN IS SET IN A MASS OF CONCRETE AND
 AU2349'PROJECTS 2 FEET ABOVE GROUND.  THE SANDSTONE MONUMENT IS
 AU2349'INSCRIBED ON 3 SIDES, RESPECTIVELY 1889, BASE, AND U.S.
 AU2349'
 AU2349'THE STATION IS LOCATED IN A GROVE OF LIVE OAKS, 12 FEET NE,
 AU2349'AT THE SW SIDE OF THE ISLAND, AND 45.263 METERS SW OF WAX 1931.
 AU2349
 AU2349                          STATION RECOVERY (1957)
 AU2349
 AU2349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2349'THE STATION IS DESTROYED.  THE MONUMENT WAS FOUND OVERTURNED
 AU2349'ON THE EDGE OF THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2990 ***********************************************************************
 CQ2990  DESIGNATION -  ATHENS
 CQ2990  PID         -  CQ2990
 CQ2990  STATE/COUNTY-  LA/CLAIBORNE
 CQ2990  USGS QUAD   -  ATHENS (1986)
 CQ2990
 CQ2990                         *CURRENT SURVEY CONTROL
 CQ2990  ___________________________________________________________________
 CQ2990* NAD 83(1992)-  32 39 35.36523(N)    093 03 33.88339(W)     ADJUSTED  
 CQ2990* NAVD 88     -       155.1    (meters)     509.     (feet)  VERTCON   
 CQ2990  ___________________________________________________________________
 CQ2990  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CQ2990  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2990
 CQ2990  HORZ ORDER  -  FIRST
 CQ2990
 CQ2990.The horizontal coordinates were established by classical geodetic methods
 CQ2990.and adjusted by the National Geodetic Survey in January 1993..
 CQ2990
 CQ2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2990
 CQ2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2990
 CQ2990.The geoid height was determined by GEOID03.
 CQ2990
 CQ2990;                    North         East     Units Scale Factor Converg.
 CQ2990;SPC LA N     -   239,613.491   947,521.765   MT  0.99999845   -0 17 44.7
 CQ2990;SPC LA N     -   786,131.93  3,108,660.99   sFT  0.99999845   -0 17 44.7
 CQ2990;UTM  15      - 3,613,577.550   494,428.773   MT  0.99960038   -0 01 55.4
 CQ2990
 CQ2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2990!SPC LA N     -   0.99997969  x   0.99999845  =   0.99997814
 CQ2990!UTM  15      -   0.99997969  x   0.99960038  =   0.99958008
 CQ2990
 CQ2990:                Primary Azimuth Mark                     Grid Az
 CQ2990:SPC LA N     -  ATHENS AZ MK 2                           033 55 48.7
 CQ2990:UTM  15      -  ATHENS AZ MK 2                           033 39 59.4
 CQ2990
 CQ2990|---------------------------------------------------------------------|
 CQ2990| PID    Reference Object                     Distance      Geod. Az  |
 CQ2990|                                                           dddmmss.s |
 CQ2990| CX4950 ATHENS AZ MK 2                                     0333804.0 |
 CQ2990| CQ2991 ATHENS BELL TELL CO MW              APPROX. 0.9 KM 0430849.8 |
 CQ2990| CQ2989 ATHENS FIRE TOWER LFC                 7.432 METERS 09338     |
 CQ2990| CQ2936 FORT WORTH JACKSON AWY BCN 26       APPROX.23.4 KM 1233110.5 |
 CQ2990| CQ2992 ATHENS RM A                          50.420 METERS 12523     |
 CQ2990| CQ2949 ARCADIA MUNICIPAL TANK              APPROX.17.9 KM 1330241.4 |
 CQ2990| CQ2995 FT WORTH ATLANTA AIRWAY BCN 25      APPROX.14.3 KM 1763713.7 |
 CQ2990| CQ2997 GIBSLAND MUNICIPAL TANK             APPROX.13.0 KM 1774112.7 |
 CQ2990| CX4952 ATHENS RM 1                         207.011 METERS 21139     |
 CQ2990| CX4951 ATHENS AZ MK 3                                     2140519.8 |
 CQ2990| CX4954 ATHENS RM 3                          27.150 METERS 21514     |
 CQ2990| CX4949 ATHENS AZ MK                                       3080743.8 |
 CQ2990| CX4953 ATHENS RM 2                         121.164 METERS 32421     |
 CQ2990| CX4955 ATHENS RM 4                          21.032 METERS 32627     |
 CQ2990|---------------------------------------------------------------------|
 CQ2990
 CQ2990                          SUPERSEDED SURVEY CONTROL
 CQ2990
 CQ2990  NAD 83(1986)-  32 39 35.37809(N)    093 03 33.87335(W) AD(       ) 1
 CQ2990  NAD 27      -  32 39 34.84000(N)    093 03 33.28800(W) AD(       ) 1
 CQ2990  NGVD 29 (07/19/86)  155.2    (m)          509.     (f) VERT ANG       
 CQ2990
 CQ2990.Superseded values are not recommended for survey control.
 CQ2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2990.See file dsdata.txt to determine how the superseded data were derived.
 CQ2990
 CQ2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9442913578(NAD 83)
 CQ2990_MARKER: DS = TRIANGULATION STATION DISK
 CQ2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2990
 CQ2990  HISTORY     - Date     Condition        Report By
 CQ2990  HISTORY     - 1931     MONUMENTED       CGS
 CQ2990  HISTORY     - 1941     GOOD             CGS
 CQ2990  HISTORY     - 1950     GOOD             CGS
 CQ2990  HISTORY     - 1965     GOOD             CGS
 CQ2990  HISTORY     - 1970     GOOD             USAF
 CQ2990
 CQ2990                          STATION DESCRIPTION
 CQ2990
 CQ2990'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2990'STATION IS ABOUT 12 MILES N OF E OF MINDEN, 10 MILES S OF HOMER
 CQ2990'AND 2 MILES W OF ATHENS, ON A HIGH SAND HILL IN A PLOWED
 CQ2990'FIELD OWNED BY REESE VAN HOOSER, ABOUT 140 METERS (459 FEET)
 CQ2990'S OF N EDGE OF FIELD, ABOUT 240 METERS (787 FEET) N OF S EDGE
 CQ2990'OF FIELD, AND ABOUT 75 METERS (246 FEET) E OF OLD LOG CRIB
 CQ2990'IN FIELD.
 CQ2990'
 CQ2990'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2990'DISKS SET IN CONCRETE.
 CQ2990'
 CQ2990'REFERENCE MARK NO. 1 IS ON EDGE OF FIELD ABOUT 50 METERS (164
 CQ2990'FEET) E OF SW CORNER OF FIELD, 7 METERS (23 FEET) N OF E-AND-W
 CQ2990'FENCE LINE, AND 250 METERS (820 FEET) FROM STATION
 CQ2990'S 31 DEG 38 MIN 56 SE W.
 CQ2990'
 CQ2990'REFERENCE MARK NO. 2 IS ON N EDGE OF FIELD, ON THE W EDGE OF A
 CQ2990'TALL PINE GROVE, AND 150 METERS (492 FEET) FROM STATION
 CQ2990'N 35 DEG 38 MIN 44 SEC W.
 CQ2990
 CQ2990                          STATION RECOVERY (1941)
 CQ2990
 CQ2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2990'STATION RECOVERED AS DESCRIBED EXCEPT FOR DIFFERENCES IN THE
 CQ2990'DISTANCES TO THE REFERENCE MARKS, AND NEW DIRECTIONS TO REACH
 CQ2990'THE STATION DUE TO CHANGES IN THE ROADS IN THAT VICINITY.  AN
 CQ2990'AZIMUTH MARK WAS ALSO ESTABLISHED AT THE STATION.
 CQ2990'
 CQ2990'A WHITE REFERENCE POST WAS SET 4 FEET WNW OF THE STATION MARK.
 CQ2990'
 CQ2990'THE DISTANCE TO REFERENCE MARK NO. 1 WAS MEASURED AS 207.05
 CQ2990'METERS INSTEAD OF THE 250 METERS GIVEN IN THE ORIGINAL DESCRIPTION.
 CQ2990'
 CQ2990'THE DISTANCE TO REFERENCE MARK NO. 2 WAS MEASURED AS 120.85
 CQ2990'METERS INSTEAD OF THE 150 METERS GIVEN IN THE ORIGINAL DESCRIPTION.
 CQ2990'
 CQ2990'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 CQ2990'IS AT THE NW EDGE OF A CLEARED AREA, 10 FEET NW
 CQ2990'OF A TRACK ROAD, 4 FEET NE OF WHITE REFERENCE POST, IS STAMPED
 CQ2990'ATHENS 1941, AND PROJECTS 6 INCHES.
 CQ2990'
 CQ2990'TO REACH FROM HOMER GO SW ON U.S. ROUTE 79 FOR 2.5 MILES AND
 CQ2990'TAKE LEFT FORK, STATE ROUTE 12, OFF U.S. ROUTE 79, GO 3.1 MILES
 CQ2990'AND TURN RIGHT, OFF HIGHWAY, ON GRADED DIRT ROAD, GO 2.7 MILES
 CQ2990'TO T-ROAD RIGHT, W, AND KEEP STRAIGHT AHEAD, GO 0.15 MILE AND
 CQ2990'TAKE LEFT FORK, GO 1.75 MILES AND TURN RIGHT, OFF MAIN-TRAVELED
 CQ2990'ROAD, AT CURVE TO THE LEFT IN THE MAIN ROAD, GO 0.4 MILE TO THE
 CQ2990'TOP OF A HILL AND CULTIVATED FIELD ON THE RIGHT, W, TURN RIGHT
 CQ2990'AND GO 0.2 MILE TO THE HIGHEST PART OF THE HILL AND THE
 CQ2990'STATION.
 CQ2990
 CQ2990                          STATION RECOVERY (1950)
 CQ2990
 CQ2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2990'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CQ2990'THE AZIMUTH MARK WAS DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 CQ2990'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CQ2990'
 CQ2990'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTH OF HOMER AND 2.0
 CQ2990'MILES WEST OF ATHENS ON THE HIGHEST POINT OF A PROMINENT RIDGE
 CQ2990'AND JUST WEST OF THE ATHENS FIRE TOWER.  IT IS 24.4 FEET WEST
 CQ2990'OF THE CENTER OF THE BASE OF THE FIRE TOWER AND 31.4 FEET EAST
 CQ2990'OF THE NORTHEAST CORNER OF A SMALL HOUSE.  IT IS STAMPED
 CQ2990'ATHENS 1931 AND PROJECTS 3 INCHES.
 CQ2990'
 CQ2990'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET IN THE
 CQ2990'SOUTHWEST CORNER OF THE FIELD.  18 FEET NORTH OF THE CENTER
 CQ2990'OF EAST-WEST TRACK ROAD.  IT IS STAMPED ATHENS NO 1 1931 AND
 CQ2990'SET FLUSH WITH THE GROUND SURFACE.
 CQ2990'
 CQ2990'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN THE NORTH
 CQ2990'EDGE OF THE FIELD AND ABOUT 10 FEET LOWER IN ELEVATION THAN
 CQ2990'STATION MARK.  IT IS STAMPED ATHENS NO 2 1931 AND SET FLUSH
 CQ2990'WITH THE GROUND SURFACE.
 CQ2990'
 CQ2990'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION,
 CQ2990'145 FEET SOUTH OF EAST-WEST ROAD, 20 FEET EAST OF THE CENTER OF
 CQ2990'NORTH-SOUTH ROAD AND 2 FEET WEST OF WITNESS POST.  IT IS STAMPED
 CQ2990'ATHENS 1950 AND PROJECTS 3 INCHES.
 CQ2990'
 CQ2990'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 CQ2990'HOUSE IN HOMER, GO SOUTH AND SOUTHWEST ON U.S. HIGHWAY NO 79
 CQ2990'FOR 2.9 MILES TO JUNCTION WITH STATE ROUTE NO 12, BEAR LEFT
 CQ2990'ON STATE ROUTE NO 12 AND GO SOUTH FOR 3.2 MILES TO T-ROAD
 CQ2990'RIGHT, TURN RIGHT AND GO WEST AND SOUTH ON GRADED ROAD FOR 2.95
 CQ2990'MILES TO A FORK, BEAR LEFT AND FOLLOW WINDING ROAD EAST,
 CQ2990'SOUTHEAST AND SOUTH FOR 1.75 MILES TO T-ROAD RIGHT AND SIGN
 CQ2990'ATHENS FIRE TOWER, TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO THE
 CQ2990'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH AND
 CQ2990'SOUTHWEST FOR 0.45 MILE TO T-ROAD RIGHT LEADING UP TO THE
 CQ2990'ATHENS FIRE TOWER, TURN RIGHT AND GO NORTH 0.05 MILE TO THE
 CQ2990'FIRE TOWER AND STATION AS DESCRIBED.
 CQ2990'
 CQ2990'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 CQ2990
 CQ2990                          STATION RECOVERY (1965)
 CQ2990
 CQ2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2990'STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 CQ2990'RECOVERED AND THE STATION MARK IS IN GOOD CONDITION.  REFERENCE
 CQ2990'MARK NO. 2 APPEARS TO BE IN ITS ORIGINAL POSITION, BUT DUE TO
 CQ2990'HEAVY GROWTH OF TIMBER AND UNDERBRUSH, IT WAS IMPOSSIBLE TO MAKE
 CQ2990'A CHECK OF THE DISTANCE AND DIRECTION TO THE MARK WITHOUT A
 CQ2990'CONSIDERABLE AMOUNT OF CLEARING, WHICH WAS PROHIBITED BY THE
 CQ2990'PROPERTY OWNER.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED BY
 CQ2990'GRADER OPERATIONS AND THE ORIGINAL AZIMUTH MARK IS NO LONGER
 CQ2990'VISIBLE FROM THE STATION DUE TO A HEAVY GROWTH OF
 CQ2990'TIMBER.  REFERENCE MARKS NO. 3 AND 4 AND A NEW AZIMUTH MARK
 CQ2990'WERE ESTABLISHED.
 CQ2990'
 CQ2990'A NEW ROUTE DESCRIPTION FOLLOWS--TO REACH FROM THE RAILROAD
 CQ2990'CROSSING OF STATE HIGHWAYS 154 AND 518 WHICH IS JUST NORTH OF
 CQ2990'THE RAILROAD DEPOT IN ATHENS, GO WEST ON STATE HIGHWAY 154 AND
 CQ2990'518 FOR 0.2 MILE TO THE JUNCTION OF THE TWO HIGHWAYS.  CONTINUE
 CQ2990'ON STATE HIGHWAY 518 FOR 1.65 MILE TO A CROSSROAD.  TURN RIGHT
 CQ2990'AND GO NORTHEASTERLY ON A GRAVEL AND SURFACED ROAD FOR 0.85 MILE
 CQ2990'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO
 CQ2990'A SAND TRACK ROAD RIGHT.  TURN RIGHT AND GO 0.05 MILE TO
 CQ2990'AZIMUTH MARK IN THE BASE OF THE RADIO TOWER.  CONTINUE
 CQ2990'NORTHEAST ON TRACK ROAD FOR 0.3 MILE TO ATHENS FOREST SERVICE
 CQ2990'L.O. TOWER AND STATION AS DESCRIBED.
 CQ2990'
 CQ2990'STATION, A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 CQ2990'SQUARE CONCRETE MONUMENT AND STAMPED ATHENS 1931 IS 21 FEET
 CQ2990'SOUTH OF A 24 INCH PINE TREE AND 31-1/2 FEET EAST OF THE
 CQ2990'NORTHEAST CORNER OF A SMALL BUILDING.  THE MARK PROJECTS 6
 CQ2990'INCHES.
 CQ2990'
 CQ2990'REFERENCE MARK NO. 3, A STANDARD REFERENCE MARK DISK, SET IN THE
 CQ2990'TOP OF A ROUND CONCRETE MONUMENT AND STAMPED ATHENS NO 3 1931
 CQ2990'IS 19 FEET SOUTHEAST OF A DRIVEWAY.  THE MARK PROJECTS 5 INCHES
 CQ2990'AND ABOUT THE SAME ELEVATION AS THE STATION.
 CQ2990'
 CQ2990'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A
 CQ2990'ROUND CONCRETE MONUMENT AND STAMPED ATHENS NO 4 1931 IS 49-1/2
 CQ2990'FEET NORTH OF THE NORTH WEST CORNER OF BUILDING AND 42 FEET
 CQ2990'WEST OF DRIVEWAY.
 CQ2990'
 CQ2990'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK, CEMENTED IN A
 CQ2990'DRILLHOLE IN THE SOUTHEAST CORNER OF A 3 X 3 FOOT CONCRETE SLAB
 CQ2990'AND STAMPED ATHENS 1931 RESET 1965 IS 170 FEET SOUTHEAST OF
 CQ2990'CENTER OF TRACK ROAD, 8 FEET NORTH OF THE NORTHWEST CORNER OF
 CQ2990'SMALL BUILDING.  THE MARK IS FLUSH.
 CQ2990'
 CQ2990'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 72.11 FEET.
 CQ2990'
 CQ2990'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2990'2 MILES WEST OF ATHENS.
 CQ2990
 CQ2990                          STATION RECOVERY (1970)
 CQ2990
 CQ2990'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2990'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CQ2990'AS DESCRIBED.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 CQ2990'
 CQ2990'ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2991 ***********************************************************************
 CQ2991  DESIGNATION -  ATHENS BELL TELL CO MW
 CQ2991  PID         -  CQ2991
 CQ2991  STATE/COUNTY-  LA/CLAIBORNE
 CQ2991  USGS QUAD   -  ATHENS (1986)
 CQ2991
 CQ2991                         *CURRENT SURVEY CONTROL
 CQ2991  ___________________________________________________________________
 CQ2991* NAD 83(1992)-  32 39 57.45487(N)    093 03 09.40410(W)     ADJUSTED  
 CQ2991* NAVD 88     -                                                        
 CQ2991  ___________________________________________________________________
 CQ2991  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ2991  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2991
 CQ2991  HORZ ORDER  -  THIRD
 CQ2991
 CQ2991.The horizontal coordinates were established by classical geodetic methods
 CQ2991.and adjusted by the National Geodetic Survey in September 1999..
 CQ2991
 CQ2991
 CQ2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2991
 CQ2991.The geoid height was determined by GEOID03.
 CQ2991
 CQ2991;                    North         East     Units Scale Factor Converg.
 CQ2991;SPC LA N     -   240,290.683   948,163.116   MT  0.99999984   -0 17 31.8
 CQ2991;SPC LA N     -   788,353.68  3,110,765.16   sFT  0.99999984   -0 17 31.8
 CQ2991;UTM  15      - 3,614,257.416   495,066.746   MT  0.99960030   -0 01 42.2
 CQ2991
 CQ2991                          SUPERSEDED SURVEY CONTROL
 CQ2991
 CQ2991  NAD 83(1992)-  32 39 57.45418(N)    093 03 09.40480(W) AD(       ) 4
 CQ2991  NAD 83(1986)-  32 39 57.46798(N)    093 03 09.39387(W) AD(       ) 4
 CQ2991  NAD 27      -  32 39 56.93378(N)    093 03 08.80567(W) AD(       ) 3
 CQ2991
 CQ2991.Superseded values are not recommended for survey control.
 CQ2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2991.See file dsdata.txt to determine how the superseded data were derived.
 CQ2991
 CQ2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9506714257(NAD 83)
 CQ2991_MARKER: 45 = MICROWAVE TOWER
 CQ2991
 CQ2991  HISTORY     - Date     Condition        Report By
 CQ2991  HISTORY     - 1965     FIRST OBSERVED   CGS
 CQ2991
 CQ2991                          STATION DESCRIPTION
 CQ2991
 CQ2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2991'STATION IS LOCATED INSIDE A SMALL FENCED PASTURE WHICH IS ABOUT
 CQ2991'2-1/2 MILES NORTHWEST OF THE TOWN OF ATHENS, 1/2 MILE NORTHEAST
 CQ2991'OF THE ATHENS, FOREST SERVICE LOOKOUT TOWER, ABOUT 300 FEET NORTH
 CQ2991'OF A GRADED DIRT ROAD AND ADJOINING A TELEPHONE COMPANY
 CQ2991'COMMUNICATIONS BUILDING.
 CQ2991'
 CQ2991'TOWER IS CONSTRUCTED OF STEEL SECTIONS WHICH ARE CONNECTED
 CQ2991'TOGETHER BY 4-STEEL CHANNEL LEGS AND NUMEROUS STEEL TIES.
 CQ2991'
 CQ2991'TOWER IS ABOUT 300 FEET IN HEIGHT, HAS 4-LARGE VOICE MIRRORS AND
 CQ2991'A RED LIGHT MOUNTED AT THE TOP.
 CQ2991'
 CQ2991'THE LEGS OF THE TOWER ARE PAINTED ORANGE-WHITE IN COLOR.
 CQ2991'
 CQ2991'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2989 ***********************************************************************
 CQ2989  DESIGNATION -  ATHENS FIRE TOWER LFC
 CQ2989  PID         -  CQ2989
 CQ2989  STATE/COUNTY-  LA/CLAIBORNE
 CQ2989  USGS QUAD   -  ATHENS (1986)
 CQ2989
 CQ2989                         *CURRENT SURVEY CONTROL
 CQ2989  ___________________________________________________________________
 CQ2989* NAD 83(1992)-  32 39 35.34994(N)    093 03 33.59877(W)     ADJUSTED  
 CQ2989* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 CQ2989  ___________________________________________________________________
 CQ2989  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CQ2989  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2989
 CQ2989  HORZ ORDER  -  THIRD
 CQ2989
 CQ2989.The horizontal coordinates were established by classical geodetic methods
 CQ2989.and adjusted by the National Geodetic Survey in January 1993..
 CQ2989
 CQ2989.The orthometric height was scaled from a topographic map.
 CQ2989
 CQ2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2989
 CQ2989.The geoid height was determined by GEOID03.
 CQ2989
 CQ2989;                    North         East     Units Scale Factor Converg.
 CQ2989;SPC LA N     -   239,612.982   947,529.179   MT  0.99999845   -0 17 44.6
 CQ2989;SPC LA N     -   786,130.26  3,108,685.31   sFT  0.99999845   -0 17 44.6
 CQ2989;UTM  15      - 3,613,577.075   494,436.187   MT  0.99960038   -0 01 55.3
 CQ2989
 CQ2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2989!SPC LA N     -   0.99997973  x   0.99999845  =   0.99997818
 CQ2989!UTM  15      -   0.99997973  x   0.99960038  =   0.99958011
 CQ2989
 CQ2989                          SUPERSEDED SURVEY CONTROL
 CQ2989
 CQ2989  NAD 83(1986)-  32 39 35.36279(N)    093 03 33.58873(W) AD(       ) 4
 CQ2989  NAD 27      -  32 39 34.82362(N)    093 03 33.00355(W) AD(       ) 3
 CQ2989
 CQ2989.Superseded values are not recommended for survey control.
 CQ2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2989.See file dsdata.txt to determine how the superseded data were derived.
 CQ2989
 CQ2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9443613577(NAD 83)
 CQ2989_MARKER: 55 = TOWER
 CQ2989
 CQ2989  HISTORY     - Date     Condition        Report By
 CQ2989  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ2989  HISTORY     - 1965     GOOD             CGS
 CQ2989
 CQ2989                          STATION DESCRIPTION
 CQ2989
 CQ2989'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2989'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2993 ***********************************************************************
 CQ2993  DESIGNATION -  ATHENS MS RIVER FUEL RAD MAST
 CQ2993  PID         -  CQ2993
 CQ2993  STATE/COUNTY-  LA/CLAIBORNE
 CQ2993  USGS QUAD   -  ATHENS (1986)
 CQ2993
 CQ2993                         *CURRENT SURVEY CONTROL
 CQ2993  ___________________________________________________________________
 CQ2993* NAD 83(1992)-  32 38 32.91334(N)    093 03 32.35785(W)     ADJUSTED  
 CQ2993* NAVD 88     -                                                        
 CQ2993  ___________________________________________________________________
 CQ2993  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CQ2993  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2993
 CQ2993  HORZ ORDER  -  THIRD
 CQ2993
 CQ2993.The horizontal coordinates were established by classical geodetic methods
 CQ2993.and adjusted by the National Geodetic Survey in January 1993..
 CQ2993.No horizontal observational check was made to the station.
 CQ2993
 CQ2993
 CQ2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2993
 CQ2993.The geoid height was determined by GEOID03.
 CQ2993
 CQ2993;                    North         East     Units Scale Factor Converg.
 CQ2993;SPC LA N     -   237,689.483   947,551.594   MT  0.99999457   -0 17 43.9
 CQ2993;SPC LA N     -   779,819.58  3,108,758.85   sFT  0.99999457   -0 17 43.9
 CQ2993;UTM  15      - 3,611,654.462   494,467.442   MT  0.99960038   -0 01 54.5
 CQ2993
 CQ2993                          SUPERSEDED SURVEY CONTROL
 CQ2993
 CQ2993  NAD 83(1986)-  32 38 32.92621(N)    093 03 32.34780(W) AD(       ) 4
 CQ2993  NAD 27      -  32 38 32.38188(N)    093 03 31.76239(W) AD(       ) 3
 CQ2993
 CQ2993.Superseded values are not recommended for survey control.
 CQ2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2993.See file dsdata.txt to determine how the superseded data were derived.
 CQ2993
 CQ2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9446711654(NAD 83)
 CQ2993_MARKER: 42 = RADIO/TV MAST
 CQ2993
 CQ2993  HISTORY     - Date     Condition        Report By
 CQ2993  HISTORY     - 1965     FIRST OBSERVED   CGS
 CQ2993
 CQ2993                          STATION DESCRIPTION
 CQ2993
 CQ2993'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2993'STATION IS LOCATED ABOUT 2 MILES WEST OF THE SMALL TOWN OF ATHENS,
 CQ2993'0.2 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 518 AND AN
 CQ2993'EAST-WEST MACADAMIZED ROAD AND ABOUT 200 FEET WEST OF THE
 CQ2993'MACADAMIZED ROAD.
 CQ2993'
 CQ2993'MAST IS A SLENDER TRIANGULAR SHAPED STEEL STRUCTURE THAT IS
 CQ2993'CONSTRUCTED OF STEEL SECTIONS WHICH ARE PAINTED RED-WHITE IN COLOR.
 CQ2993'
 CQ2993'MAST IS ABOUT 300 FEET IN HEIGHT AND HAS A RED LIGHT MOUNTED AT
 CQ2993'THE TOP.
 CQ2993'
 CQ2993'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2992 ***********************************************************************
 CQ2992  DESIGNATION -  ATHENS RM A
 CQ2992  PID         -  CQ2992
 CQ2992  STATE/COUNTY-  LA/CLAIBORNE
 CQ2992  USGS QUAD   -  ATHENS (1986)
 CQ2992
 CQ2992                         *CURRENT SURVEY CONTROL
 CQ2992  ___________________________________________________________________
 CQ2992* NAD 83(1992)-  32 39 34.41757(N)    093 03 32.30581(W)     ADJUSTED  
 CQ2992* NAVD 88     -       154.0    (meters)     505.     (feet)  VERTCON   
 CQ2992  ___________________________________________________________________
 CQ2992  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CQ2992  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2992
 CQ2992  HORZ ORDER  -  FIRST
 CQ2992
 CQ2992.The horizontal coordinates were established by classical geodetic methods
 CQ2992.and adjusted by the National Geodetic Survey in January 1993..
 CQ2992
 CQ2992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2992
 CQ2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2992
 CQ2992.The geoid height was determined by GEOID03.
 CQ2992
 CQ2992;                    North         East     Units Scale Factor Converg.
 CQ2992;SPC LA N     -   239,584.086   947,562.723   MT  0.99999839   -0 17 43.9
 CQ2992;SPC LA N     -   786,035.46  3,108,795.37   sFT  0.99999839   -0 17 43.9
 CQ2992;UTM  15      - 3,613,548.346   494,469.850   MT  0.99960038   -0 01 54.6
 CQ2992
 CQ2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2992!SPC LA N     -   0.99997987  x   0.99999839  =   0.99997826
 CQ2992!UTM  15      -   0.99997987  x   0.99960038  =   0.99958025
 CQ2992
 CQ2992:                Primary Azimuth Mark                     Grid Az
 CQ2992:SPC LA N     -  ATHENS BELL TELL CO MW                   040 21 16.0
 CQ2992:UTM  15      -  ATHENS BELL TELL CO MW                   040 05 26.7
 CQ2992
 CQ2992|---------------------------------------------------------------------|
 CQ2992| PID    Reference Object                     Distance      Geod. Az  |
 CQ2992|                                                           dddmmss.s |
 CQ2992| CQ2991 ATHENS BELL TELL CO MW              APPROX. 0.9 KM 0400332.1 |
 CQ2992| CQ3006 CALHOUN                             APPROX. 7.7 KM 1972937.8 |
 CQ2992| CQ2990 ATHENS                               50.420 METERS 30523     |
 CQ2992|---------------------------------------------------------------------|
 CQ2992
 CQ2992                          SUPERSEDED SURVEY CONTROL
 CQ2992
 CQ2992  NAD 83(1986)-  32 39 34.43046(N)    093 03 32.29583(W) AD(       ) 1
 CQ2992  NAD 27      -  32 39 33.89229(N)    093 03 31.71046(W) AD(       ) 1
 CQ2992  NGVD 29 (07/19/86)  154.1    (m)          506.     (f) VERT ANG       
 CQ2992
 CQ2992.Superseded values are not recommended for survey control.
 CQ2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2992.See file dsdata.txt to determine how the superseded data were derived.
 CQ2992
 CQ2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9447013548(NAD 83)
 CQ2992_MARKER: DS = TRIANGULATION STATION DISK
 CQ2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2992+STABILITY: SURFACE MOTION
 CQ2992
 CQ2992  HISTORY     - Date     Condition        Report By
 CQ2992  HISTORY     - 1965     MONUMENTED       CGS
 CQ2992
 CQ2992                          STATION DESCRIPTION
 CQ2992
 CQ2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2992'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME PROPERTY
 CQ2992'AS TRIANGULATION STATION ATHENS 1931.
 CQ2992'
 CQ2992'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP OF
 CQ2992'A ROUND CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE SURFACE OF
 CQ2992'THE GROUND AND IS STAMPED ATHENS RM A 1965.  IT IS 75 FEET SOUTH
 CQ2992'OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE, 48 FEET
 CQ2992'SOUTH-SOUTHWEST OF A 20 INCH PINE TREE, 34.5 FEET WEST-NORTHWEST
 CQ2992'OF A 16 INCH TWIN TRUNK PINE TREE AND IN THE SOUTHEAST CORNER
 CQ2992'OF THE YARD.
 CQ2992'
 CQ2992'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ATHENS
 CQ2992'1931.
 CQ2992'
 CQ2992'1965 OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1528 ***********************************************************************
 BW1528  DESIGNATION -  ATHLONE BOLT RESET
 BW1528  PID         -  BW1528
 BW1528  STATE/COUNTY-  LA/CONCORDIA
 BW1528  USGS QUAD   -  FROGMORE (1994)
 BW1528
 BW1528                         *CURRENT SURVEY CONTROL
 BW1528  ___________________________________________________________________
 BW1528* NAD 83(1986)-  31 36 38.     (N)    091 44 39.     (W)     SCALED    
 BW1528* NAVD 88     -        16.74   (+/-2cm)      54.9    (feet)  VERTCON   
 BW1528  ___________________________________________________________________
 BW1528  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1528
 BW1528  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1528
 BW1528.The horizontal coordinates were scaled from a topographic map and have
 BW1528.an estimated accuracy of +/- 6 seconds.
 BW1528
 BW1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1528.The vertical order pertains to the NGVD 29 superseded value.
 BW1528
 BW1528.The geoid height was determined by GEOID03.
 BW1528
 BW1528;                    North         East    Units  Estimated Accuracy
 BW1528;SPC LA N     -   123,380.    1,071,720.      MT  (+/- 180 meters Scaled)
 BW1528
 BW1528                          SUPERSEDED SURVEY CONTROL
 BW1528
 BW1528  NGVD 29 (??/??/92)   16.736  (m)           54.91   (f) ADJ UNCH    1 2
 BW1528
 BW1528.Superseded values are not recommended for survey control.
 BW1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1528.See file dsdata.txt to determine how the superseded data were derived.
 BW1528
 BW1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ191979(NAD 83)
 BW1528_MARKER: B = BOLT
 BW1528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1528_SP_SET: CONCRETE SLAB
 BW1528_STAMPING: PBM ATHLONE RESET 1955
 BW1528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1528
 BW1528  HISTORY     - Date     Condition        Report By
 BW1528  HISTORY     - 1955     MONUMENTED       DOD
 BW1528  HISTORY     - 1966     GOOD             NGS
 BW1528
 BW1528                          STATION DESCRIPTION
 BW1528
 BW1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1528'4.45 MI E FROM JONESVILLE.
 BW1528'4.45 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END OF THE
 BW1528'HIGHWAY BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION 3, T 7
 BW1528'N, R 7 E, 0.1 MILE EAST OF A SMALL CHURCH AND CEMETERY, 92 FEET EAST
 BW1528'OF THE CENTER OF A CROSSING OF THE LOUISIANA MIDLAND RAILWAY AND A
 BW1528'DIRT ROAD, 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 1/2
 BW1528'FEET NORTH OF THE NORTH RAIL, 13 FEET SOUTH OF TELEPHONE POLE NUMBER
 BW1528'1592, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 BW1528'LEVEL OF THE TRACK, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BW1528'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 BW1528'THROUGH A 4-INCH IRON PIPE WHICH BEARS A U. S. ENGINEERS CAP AND
 BW1528'PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1529 ***********************************************************************
 BW1529  DESIGNATION -  ATHLONE CAP RESET
 BW1529  PID         -  BW1529
 BW1529  STATE/COUNTY-  LA/CONCORDIA
 BW1529  USGS QUAD   -  FROGMORE (1994)
 BW1529
 BW1529                         *CURRENT SURVEY CONTROL
 BW1529  ___________________________________________________________________
 BW1529* NAD 83(1986)-  31 36 38.     (N)    091 44 39.     (W)     SCALED    
 BW1529* NAVD 88     -        17.98   (+/-2cm)      59.0    (feet)  VERTCON   
 BW1529  ___________________________________________________________________
 BW1529  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1529
 BW1529  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1529
 BW1529.The horizontal coordinates were scaled from a topographic map and have
 BW1529.an estimated accuracy of +/- 6 seconds.
 BW1529
 BW1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1529.The vertical order pertains to the NGVD 29 superseded value.
 BW1529
 BW1529.The geoid height was determined by GEOID03.
 BW1529
 BW1529;                    North         East    Units  Estimated Accuracy
 BW1529;SPC LA N     -   123,380.    1,071,720.      MT  (+/- 180 meters Scaled)
 BW1529
 BW1529                          SUPERSEDED SURVEY CONTROL
 BW1529
 BW1529  NGVD 29 (??/??/92)   17.977  (m)           58.98   (f) ADJ UNCH    1 2
 BW1529
 BW1529.Superseded values are not recommended for survey control.
 BW1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1529.See file dsdata.txt to determine how the superseded data were derived.
 BW1529
 BW1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ191979(NAD 83)
 BW1529_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1529_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1529_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1529_STAMPING: PBM ATHLONE RESET 1955
 BW1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1529
 BW1529  HISTORY     - Date     Condition        Report By
 BW1529  HISTORY     - 1955     MONUMENTED       DOD
 BW1529  HISTORY     - 1966     GOOD             NGS
 BW1529
 BW1529                          STATION DESCRIPTION
 BW1529
 BW1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1529'4.45 MI E FROM JONESVILLE.
 BW1529'ABOUT 4.45 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END OF
 BW1529'THE HIGHWAY BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION 3, T
 BW1529'7 N, R 7 E, 0.1 MILE EAST OF A SMALL CHURCH AND CEMETERY, 92 FEET EAST
 BW1529'OF THE CENTER OF A CROSSING OF THE LOUISIANA MIDLAND RAILWAY AND A
 BW1529'DIRT ROAD, 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 1/2
 BW1529'FEET NORTH OF THE NORTH RAIL, 13 FEET SOUTH OF TELEPHONE POLE NUMBER
 BW1529'1592, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 BW1529'LEVEL OF THE TRACK.  A 4-INCH IRON PIPE WHICH BEARS A U. S. ENGINEERS
 BW1529'CAP AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2778 ***********************************************************************
 BX2778  DESIGNATION -  ATLANTA
 BX2778  PID         -  BX2778
 BX2778  STATE/COUNTY-  LA/WINN
 BX2778  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX2778
 BX2778                         *CURRENT SURVEY CONTROL
 BX2778  ___________________________________________________________________
 BX2778* NAD 83(1992)-  31 49 17.51899(N)    092 47 10.55434(W)     ADJUSTED  
 BX2778* NAVD 88     -        94.1    (meters)     309.     (feet)  VERTCON   
 BX2778  ___________________________________________________________________
 BX2778  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BX2778  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX2778
 BX2778  HORZ ORDER  -  FIRST
 BX2778
 BX2778.The horizontal coordinates were established by classical geodetic methods
 BX2778.and adjusted by the National Geodetic Survey in January 1993..
 BX2778
 BX2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2778
 BX2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2778
 BX2778.The geoid height was determined by GEOID03.
 BX2778
 BX2778;                    North         East     Units Scale Factor Converg.
 BX2778;SPC LA N     -   146,560.545   972,899.952   MT  0.99991614   -0 09 04.9
 BX2778;SPC LA N     -   480,840.72  3,191,922.59   sFT  0.99991614   -0 09 04.9
 BX2778;UTM  15      - 3,520,674.150   520,227.432   MT  0.99960505   +0 06 45.7
 BX2778
 BX2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2778!SPC LA N     -   0.99998930  x   0.99991614  =   0.99990544
 BX2778!UTM  15      -   0.99998930  x   0.99960505  =   0.99959435
 BX2778
 BX2778:                Primary Azimuth Mark                     Grid Az
 BX2778:SPC LA N     -  GUM SPRINGS LOOKOUT TOWER                002 18 17.0
 BX2778:UTM  15      -  GUM SPRINGS LOOKOUT TOWER                002 02 26.4
 BX2778
 BX2778|---------------------------------------------------------------------|
 BX2778| PID    Reference Object                     Distance      Geod. Az  |
 BX2778|                                                           dddmmss.s |
 BX2778| BX2776 GUM SPRINGS LOOKOUT TOWER           APPROX. 8.6 KM 0020912.1 |
 BX2778| CY3315 ATLANTA RM 2                         24.294 METERS 14754     |
 BX2778| BX2781 SALINE                              APPROX.11.8 KM 2765504.6 |
 BX2778| BX2779 ATLANTA AZ MK                       278.574 METERS 35312     |
 BX2778| CY3314 ATLANTA RM 1                         27.374 METERS 35636     |
 BX2778|---------------------------------------------------------------------|
 BX2778
 BX2778                          SUPERSEDED SURVEY CONTROL
 BX2778
 BX2778  NAD 83(1986)-  31 49 17.53345(N)    092 47 10.54593(W) AD(       ) 1
 BX2778  NAD 27      -  31 49 16.93763(N)    092 47 09.99641(W) AD(       ) 1
 BX2778  NGVD 29 (07/19/86)   94.1    (m)          309.     (f) VERT ANG       
 BX2778
 BX2778.Superseded values are not recommended for survey control.
 BX2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2778.See file dsdata.txt to determine how the superseded data were derived.
 BX2778
 BX2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2022720674(NAD 83)
 BX2778_MARKER: DS = TRIANGULATION STATION DISK
 BX2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2778
 BX2778  HISTORY     - Date     Condition        Report By
 BX2778  HISTORY     - 1969     MONUMENTED       CGS
 BX2778  HISTORY     - 1977     GOOD             NGS
 BX2778  HISTORY     - 20010922 GOOD             USPSQD
 BX2778  HISTORY     - 20060610 GOOD             USPSQD
 BX2778
 BX2778                          STATION DESCRIPTION
 BX2778
 BX2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2778'(NO MEASUREMENT WAS MADE BETWEEN RM 1 AND RM 2 DUE TO TREES ON
 BX2778'LINE).
 BX2778'
 BX2778'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF ATLANTA
 BX2778'AND 14 MILES EAST OF CLARENCE IN THE NW 1/4 SEC. 28, T1ON, R4W
 BX2778'ON THE EDGE OF THE ROAD RIGHT-OF-WAY IN THE KISATCHIE NATIONAL
 BX2778'FOREST.
 BX2778'
 BX2778'TO REACH THE STATION FROM THE T-INTERSECTION AT THE ATLANTA
 BX2778'POST OFFICE ON STATE HIGHWAY 34, ABOUT 13 MILES NORTHEAST OF
 BX2778'MONTGOMERY AND 11 MILES SOUTHWEST OF WINNFIELD, GO NORTH ON A
 BX2778'SURFACED ROAD FOR 0.2 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW
 BX2778'MAIN ROAD SURFACED AND GRAVELED, FOR 2.2 MILES TO A FORK, TAKE
 BX2778'RIGHT FORK AND CONTINUE AHEAD FOR 0.8 MILE TO THE TOP OF A
 BX2778'SMALL GRADE AND THE STATION ON THE RIGHT, EAST SIDE OF
 BX2778'ROAD.  CONTINUE AHEAD 0.15 MILE TO THE AZIMUTH MARK ON THE
 BX2778'LEFT, WEST SIDE OF ROAD.
 BX2778'
 BX2778'STATION MARK IS A STANDARD DISK STAMPED, ATLANTA 1969, SET
 BX2778'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6
 BX2778'INCHES.  IT IS 65.5 FEET SOUTHEAST OF A POWER POLE, 45 FEET
 BX2778'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, AND 2.5
 BX2778'FEET EAST OF METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2778'
 BX2778'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ATLANTA NO 1
 BX2778'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 BX2778'PROJECTS 5 INCHES.  IT IS 90.0 FEET NORTH OF A METAL WITNESS
 BX2778'POST WITH A SIGN ATTACHED AND 44 FEET EAST OF THE APPROXIMATE
 BX2778'CENTER OF A GRAVELED ROAD.
 BX2778'
 BX2778'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, ATLANTA NO 2 1969,
 BX2778'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 BX2778'PROJECTS 3 INCHES.  IT IS 79.5 FEET SOUTH-SOUTHEAST OF A METAL
 BX2778'WITNESS POST WITH A SIGN ATTACHED.
 BX2778'
 BX2778'AZIMUTH MARK IS A STANDARD DISK STAMPED, ATLANTA 1969 SET IN
 BX2778'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 BX2778'INCHES.  IT IS 17 FEET WEST OF THE APPROXIMATE CENTER OF A
 BX2778'GRAVELED ROAD, 2 FEET NORTH OF A METAL WITNESS POST WITH A
 BX2778'SIGN ATTACHED AND 1.5 FEET EAST OF A FENCE LINE.
 BX2778'
 BX2778'HEIGHT OF LIGHT ABOVE STATION MARK 30.16 METERS.
 BX2778
 BX2778                          STATION RECOVERY (1977)
 BX2778
 BX2778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BX2778'THE STATION WAS VISITED 7-18-77 AND ALL MARKS WERE FOUND IN GOOD
 BX2778'CONDITION.  THE MEASUREMENTS TO REFERENCE MARK NO. 2 FAILED TO CHECK
 BX2778'THE 1969 MEASUREMENTS BY 0.04 FEET.  THE DIRECTIONS TO THE
 BX2778'REFERENCE MARKS CHECKED THE 1969 DIRECTIONS.  THE DESCRIPTION TO
 BX2778'THE STATION MARK AND THE REFERENCE MARKS IS ADEQUATE.  THE
 BX2778'AZIMUTH MARK WAS REQUESTED MOVED BY THE FOREST COMMISSION DUE
 BX2778'TO ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 BX2778'1969 AZIMUTH MARK WAS DESTROYED AND THE DISK RECLAIMED.  A
 BX2778'DESCRIPTION FOR THE NEW AZIMUTH MARK FOLLOWS--
 BX2778'
 BX2778'THE AZIMUTH MARK IS LOCATED 0.17 MILE NORTH-NORTHWEST OF THE STATION
 BX2778'AND ACROSS THE ROAD FROM AN OLD FRAME HOUSE EAST OF THE ROAD, 82
 BX2778'FEET WEST-SOUTHWEST OF A 12-INCH CEDAR TREE, 30 FEET WEST OF THE
 BX2778'CENTER OF THE ROAD, 92 FEET WEST-SOUTHWEST OF THE NORTHWEST
 BX2778'CORNER OF THE FRAME HOUSE, ON THE EAST SIDE OF A GARDEN PLOT AND
 BX2778'1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS STAMPED ATLANTA
 BX2778'1977, PROJECTING 2 INCHES.
 BX2778'
 BX2778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 BX2778'NORTHWEST OF ATLANTA.
 BX2778
 BX2778                          STATION RECOVERY (2001)
 BX2778
 BX2778'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2778'RECOVERED IN GOOD CONDITION.
 BX2778
 BX2778                          STATION RECOVERY (2006)
 BX2778
 BX2778'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BX2778'DID NOT FIND RM1 AND 2.  VERY THICK UNDERSTORY MADE MEASUREMENTS
 BX2778'UNRELIABLE.  MAY BE POSSIBLE TO FIND THEM IN WINTER WHEN UNDERSTORY IS
 BX2778'NOT AS THICK AS IT IS IN EARLY SUMMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2779 ***********************************************************************
 BX2779  DESIGNATION -  ATLANTA AZ MK
 BX2779  PID         -  BX2779
 BX2779  STATE/COUNTY-  LA/WINN
 BX2779  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX2779
 BX2779                         *CURRENT SURVEY CONTROL
 BX2779  ___________________________________________________________________
 BX2779* NAD 83(1992)-  31 49 26.49962(N)    092 47 11.80914(W)     ADJUSTED  
 BX2779* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 BX2779  ___________________________________________________________________
 BX2779  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BX2779  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX2779
 BX2779  HORZ ORDER  -  SECOND
 BX2779
 BX2779.The horizontal coordinates were established by classical geodetic methods
 BX2779.and adjusted by the National Geodetic Survey in January 1993..
 BX2779.No horizontal observational check was made to the station.
 BX2779
 BX2779.The orthometric height was scaled from a topographic map.
 BX2779
 BX2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2779
 BX2779.The geoid height was determined by GEOID03.
 BX2779
 BX2779;                    North         East     Units Scale Factor Converg.
 BX2779;SPC LA N     -   146,837.221   972,867.687   MT  0.99991607   -0 09 05.5
 BX2779;SPC LA N     -   481,748.45  3,191,816.74   sFT  0.99991607   -0 09 05.5
 BX2779;UTM  15      - 3,520,950.588   520,193.902   MT  0.99960503   +0 06 45.1
 BX2779
 BX2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2779!SPC LA N     -   0.99998916  x   0.99991607  =   0.99990523
 BX2779!UTM  15      -   0.99998916  x   0.99960503  =   0.99959419
 BX2779
 BX2779                          SUPERSEDED SURVEY CONTROL
 BX2779
 BX2779  NAD 83(1986)-  31 49 26.51408(N)    092 47 11.80073(W) AD(       ) 2
 BX2779  NAD 27      -  31 49 25.91852(N)    092 47 11.25112(W) AD(       ) 2
 BX2779
 BX2779.Superseded values are not recommended for survey control.
 BX2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2779.See file dsdata.txt to determine how the superseded data were derived.
 BX2779
 BX2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2019420951(NAD 83)
 BX2779_MARKER: DD = SURVEY DISK
 BX2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2779+STABILITY: SURFACE MOTION
 BX2779
 BX2779  HISTORY     - Date     Condition        Report By
 BX2779  HISTORY     - 1969     MONUMENTED       CGS
 BX2779  HISTORY     - 1977     GOOD             NGS
 BX2779  HISTORY     - 1983     GOOD             LOCENG
 BX2779  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2779
 BX2779                          STATION DESCRIPTION
 BX2779
 BX2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2779'TO REACH THE STATION FROM THE T-INTERSECTION AT THE ATLANTA
 BX2779'POST OFFICE ON STATE HIGHWAY 34, ABOUT 13 MILES NORTHEAST OF
 BX2779'MONTGOMERY AND 11 MILES SOUTHWEST OF WINNFIELD, GO NORTH ON A
 BX2779'SURFACED ROAD FOR 0.2 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW
 BX2779'MAIN ROAD SURFACED AND GRAVELED, FOR 2.2 MILES TO A FORK, TAKE
 BX2779'RIGHT FORK AND CONTINUE AHEAD FOR 0.8 MILE TO THE TOP OF A
 BX2779'SMALL GRADE AND STATION ATLANTA ON THE RIGHT, EAST SIDE OF
 BX2779'ROAD.  CONTINUE AHEAD 0.15 MILE TO THE AZIMUTH MARK ON THE
 BX2779'LEFT, WEST SIDE OF ROAD.
 BX2779'
 BX2779'AZIMUTH MARK IS A STANDARD DISK STAMPED, ATLANTA 1969 SET IN
 BX2779'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 BX2779'INCHES.  IT IS 17 FEET WEST OF THE APPROXIMATE CENTER OF A
 BX2779'GRAVELED ROAD, 2 FEET NORTH OF A METAL WITNESS POST WITH A
 BX2779'SIGN ATTACHED AND 1.5 FEET EAST OF A FENCE LINE.
 BX2779
 BX2779                          STATION RECOVERY (1983)
 BX2779
 BX2779'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (AJG)
 BX2779'STATION MARK ATLANTA TILTED.
 BX2779'
 BX2779'AZIMUTH MARK RECOVERED GOOD-1977.
 BX2779
 BX2779                          STATION RECOVERY (2001)
 BX2779
 BX2779'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2331 ***********************************************************************
 AU2331  DESIGNATION -  ATTAKAPAS
 AU2331  PID         -  AU2331
 AU2331  STATE/COUNTY-  LA/ASSUMPTION
 AU2331  USGS QUAD   -  GRASSY LAKE (1980)
 AU2331
 AU2331                         *CURRENT SURVEY CONTROL
 AU2331  ___________________________________________________________________
 AU2331* NAD 83(1992)-  29 51 04.35858(N)    091 06 11.54916(W)     ADJUSTED  
 AU2331* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2331  **This station is located in a subsidence area (see below).
 AU2331  ___________________________________________________________________
 AU2331  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2331  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2331
 AU2331  HORZ ORDER  -  FIRST
 AU2331
 AU2331.The horizontal coordinates were established by classical geodetic methods
 AU2331.and adjusted by the National Geodetic Survey in January 1993..
 AU2331
 AU2331 ** The orthometric height has not been validated since last determined
 AU2331 ** by differential leveling and should not be used for control purposes.
 AU2331 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2331 ** area with valid NAVD 88 orthometric heights.
 AU2331 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2331 ** epoch indicated which incorporates improved geoid heights for the
 AU2331 ** Southern Louisiana Subsidence area.
 AU2331 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2331.The orthometric height was scaled from a topographic map.
 AU2331
 AU2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2331
 AU2331.The geoid height was determined by GEOID03.
 AU2331
 AU2331;                    North         East     Units Scale Factor Converg.
 AU2331;SPC LA S     -   149,796.477 1,022,235.385   MT  0.99992914   +0 06 54.2
 AU2331;SPC LA S     -   491,457.27  3,353,783.93   sFT  0.99992914   +0 06 54.2
 AU2331;UTM  15      - 3,303,808.477   683,230.486   MT  1.00001424   +0 56 39.8
 AU2331
 AU2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2331!SPC LA S     -   1.00000377  x   0.99992914  =   0.99993291
 AU2331!UTM  15      -   1.00000377  x   1.00001424  =   1.00001801
 AU2331
 AU2331|---------------------------------------------------------------------|
 AU2331| PID    Reference Object                     Distance      Geod. Az  |
 AU2331|                                                           dddmmss.s |
 AU2331| CV8700 ATTAKAPAS RM 1                       25.314 METERS 17757     |
 AU2331| AU2333 48                                  APPROX.11.0 KM 2951719.3 |
 AU2331| CV8701 ATTAKAPAS RM 2                       30.434 METERS 29815     |
 AU2331|---------------------------------------------------------------------|
 AU2331
 AU2331                          SUPERSEDED SURVEY CONTROL
 AU2331
 AU2331  NAD 83(1986)-  29 51 04.37942(N)    091 06 11.54791(W) AD(       ) 1
 AU2331  NAD 27      -  29 51 03.64037(N)    091 06 11.18562(W) AD(       ) 1
 AU2331
 AU2331.Superseded values are not recommended for survey control.
 AU2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2331.See file dsdata.txt to determine how the superseded data were derived.
 AU2331
 AU2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8323003808(NAD 83)
 AU2331_MARKER: DS = TRIANGULATION STATION DISK
 AU2331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2331_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2331
 AU2331  HISTORY     - Date     Condition        Report By
 AU2331  HISTORY     - 1935     MONUMENTED       CGS
 AU2331  HISTORY     - 1951     GOOD             CGS
 AU2331  HISTORY     - 1957     GOOD             CGS
 AU2331
 AU2331                          STATION DESCRIPTION
 AU2331
 AU2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2331'STATION IS ABOUT 10 MILES SW OF NAPOLEONVILLE AT ATTAKAPAS
 AU2331'LANDING ON LAKE VERRET, 0.15 MILE N OF THE END OF STATE HIGHWAY
 AU2331'268, 51 FEET ENE OF THE ENE BANK OF THE ATTAKAPAS CANAL,
 AU2331'310 FEET SE OF THE SOUTHERLY ONE OF TWO STANDARD OIL COMPANY
 AU2331'GASOLINE PUMPS, 167 FEET N OF A CORRUGATED IRON WAREHOUSE, AND 30
 AU2331'FEET ENE OF THE CENTER LINE OF STATE HIGHWAY 268.
 AU2331'
 AU2331'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2331'IN THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2331'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2331'INTO THE MARSH.  THE MARK PROJECTS 4 INCHES.
 AU2331'
 AU2331'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 AU2331'IN THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2331'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2331'INTO THE MARSH.  IT PROJECTS 4 INCHES AND IS ON THE BANK OF
 AU2331'THE CANAL, 17 FEET WSW OF THE CENTER LINE OF STATE HIGHWAY 268,
 AU2331'91 FEET NNW OF THE CORRUGATED IRON WAREHOUSE, AND 83.05 FEET
 AU2331'(25.31 METERS) FROM THE STATION S 02 DEG 03 MIN E.
 AU2331'
 AU2331'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 AU2331'IN THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2331'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2331'IN THE MARSH.  IT PROJECTS 3 INCHES AND IS ON THE BANK OF THE
 AU2331'CANAL 158.92 FEET (48.44 METERS) FROM REFERENCE MARK NO. 1,
 AU2331'14 FEET WSW OF THE CENTER LINE OF STATE ROUTE 268, 12 FEET
 AU2331'N OF ONE 15-INCH WILLOW TREE, 12 FEET SE OF ANOTHER 15-INCH
 AU2331'WILLOW TREE, AND 99.85 FEET (30.43 METERS) FROM THE STATION
 AU2331'N 62 DEG 15 MIN E.
 AU2331
 AU2331                          STATION RECOVERY (1951)
 AU2331
 AU2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BDP)
 AU2331'STATION IS IN GOOD CONDITION.  REFERENCE MARK 1 IS IN GOOD
 AU2331'CONDITION.  REFERENCE MARK 2 HAS BEEN BROKEN OFF AND IS DESTROYED.
 AU2331
 AU2331                          STATION RECOVERY (1957)
 AU2331
 AU2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2331'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE BASE OF
 AU2331'REFERENCE MARK ONE WAS RECOVERED BUT NO TRACE OF THE DISK WAS
 AU2331'FOUND.  THE BASE OF REFERENCE MARK TWO WAS RECOVERED.  THE TOP
 AU2331'OF THE TILE HAD BEEN BROKEN OFF AND ROLLED INTO THE CANAL.  THE
 AU2331'DISK WAS REMOVED BY THIS PARTY.  THE ORIGINAL DESCRIPTION
 AU2331'BY C.A.S. IN 1935 IS OBSOLETE BECAUSE OF CULTURAL CHANGES.  A
 AU2331'COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2331'
 AU2331'THE STATION IS LOCATED ON THE NORTH SHORE OF THE SOUTHEAST NECK
 AU2331'OF LAKE VERRET AT ATTAKAPAS LANDING, ABOUT 8 MILES AIRLINE
 AU2331'SOUTHWEST OF NAPOLEONVILLE.
 AU2331'
 AU2331'THE STATION WAS VISITED BY BOAT FROM STEPHENSVILLE, BUT CAN BE
 AU2331'REACHED BY TRUCK BY FOLLOWING LOUISIANA HIGHWAY SOUTHWEST FROM
 AU2331'NAPOLEONVILLE TO THE END OF THE HIGHWAY.
 AU2331'
 AU2331'THE STATION IS LOCATED 0.15 MILE NORTHWEST OF THE SOUTH END OF
 AU2331'THE HIGHWAY, 11 FEET NORTHWEST OF THE EXTENDED CENTERLINE OF
 AU2331'THE FOOTBRIDGE ACROSS ATTAKAPAS CANAL, 48 FEET NORTHEAST OF
 AU2331'THE MHWL OF THE CANAL, 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 AU2331'HIGHWAY, 7.8 FEET NORTHWEST OF THE SIDE OF A HOUSE, 25.5 FEET
 AU2331'SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE AND 6 FEET EAST OF
 AU2331'A CITRUS TREE.  IT IS A STANDARD DISK, STAMPED ATTAKAPAS 1935,
 AU2331'SET IN THE TOP OF A 6 INCH TILE FILLED WITH CONCRETE,
 AU2331'PROJECTING 7 INCHES.
 AU2331'
 AU2331'BOTH REFERENCE MARK BASES ARE OBSCURED FROM THE STATION BY
 AU2331'BUILDINGS ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3240 ***********************************************************************
 AU3240  DESIGNATION -  ATTAKAPAS LANDING
 AU3240  PID         -  AU3240
 AU3240  STATE/COUNTY-  LA/ASSUMPTION
 AU3240  USGS QUAD   -  GRASSY LAKE (1980)
 AU3240
 AU3240                         *CURRENT SURVEY CONTROL
 AU3240  ___________________________________________________________________
 AU3240* NAD 83(1992)-  29 51 00.69553(N)    091 06 09.12284(W)     ADJUSTED  
 AU3240* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AU3240  **This station is located in a subsidence area (see below).
 AU3240  ___________________________________________________________________
 AU3240  X           -    -106,531.830 (meters)                     COMP
 AU3240  Y           -  -5,535,493.840 (meters)                     COMP
 AU3240  Z           -   3,155,968.771 (meters)                     COMP
 AU3240  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3240  ELLIP HEIGHT-         -25.48  (meters)          (07/18/02) GPS OBS
 AU3240  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU3240
 AU3240  HORZ ORDER  -  FIRST
 AU3240  ELLP ORDER  -  FOURTH    CLASS II
 AU3240
 AU3240.The horizontal coordinates were established by GPS observations
 AU3240.and adjusted by the National Geodetic Survey in January 1993..
 AU3240
 AU3240 ** The orthometric height has not been validated since last determined
 AU3240 ** by differential leveling and should not be used for control purposes.
 AU3240 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3240 ** area with valid NAVD 88 orthometric heights.
 AU3240 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3240 ** epoch indicated which incorporates improved geoid heights for the
 AU3240 ** Southern Louisiana Subsidence area.
 AU3240 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3240
 AU3240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3240
 AU3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3240
 AU3240.The ellipsoidal height was determined by GPS observations
 AU3240.and is referenced to NAD 83.
 AU3240
 AU3240.The geoid height was determined by GEOID03.
 AU3240
 AU3240;                    North         East     Units Scale Factor Converg.
 AU3240;SPC LA S     -   149,683.825 1,022,300.734   MT  0.99992918   +0 06 55.4
 AU3240;SPC LA S     -   491,087.68  3,353,998.32   sFT  0.99992918   +0 06 55.4
 AU3240;UTM  15      - 3,303,696.773   683,297.464   MT  1.00001455   +0 56 40.9
 AU3240
 AU3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3240!SPC LA S     -   1.00000400  x   0.99992918  =   0.99993318
 AU3240!UTM  15      -   1.00000400  x   1.00001455  =   1.00001855
 AU3240
 AU3240                          SUPERSEDED SURVEY CONTROL
 AU3240
 AU3240  ELLIP H (01/21/93)  -25.45   (m)                       GP(       ) 4 2
 AU3240  NAD 83(1986)-  29 51 00.71628(N)    091 06 09.12187(W) AD(       ) 1
 AU3240  NGVD 29 (04/21/89)    0.8    (m)            3.     (f) GPS OBS        
 AU3240
 AU3240.Superseded values are not recommended for survey control.
 AU3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3240.See file dsdata.txt to determine how the superseded data were derived.
 AU3240
 AU3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8329703697(NAD 83)
 AU3240_MARKER: I = METAL ROD
 AU3240_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3240_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3240+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3240
 AU3240  HISTORY     - Date     Condition        Report By
 AU3240  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3240
 AU3240                          STATION DESCRIPTION
 AU3240
 AU3240'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3240'THE STATION IS LOCATED ABOUT 10 MILES SOUTH SOUTHEAST OF
 AU3240'NAPOLEONVILLE, ALONG THE EAST SHORE OF LAKE VERRET AND AT THE MOST
 AU3240'EXTREME END OF LOUISIANA HIGHWAY 401.
 AU3240'
 AU3240'TO BEACH THE STATION FROM NAPOLEONVILLE AT THE INTERSECTION OF
 AU3240'LOUISIANA HIGHWAYS 1 AND 401.  GO SOUTHEASTERLY ON HIGHWAY 401 FOR 10
 AU3240'MILES TO THE END OF HIGHWAY 401 AT ATTAKAPAS LANDING. CONTINUE AHEAD
 AU3240'ON SHELL ROAD FOR ABOUT 100 FEET TO STATION AS DESCRIBED.
 AU3240'
 AU3240'THE STATION IS THE MOST SOUTHERLY ONE OF TWO STAINLESS STEEL RODS
 AU3240'ENCASED IN A WHILE PVC PIPE.  THE STATION ROD IS DRIVEN TO REFUSAL.
 AU3240'THE PVC PIPE PROJECTS 2 - INCHES.  IT IS 7.0 FEET EAST OF BOAT
 AU3240'LANDING, 65.0 FEET SOUTHEAST OF A POWER LINE POLE, 25.4 FEET NORTHWEST
 AU3240'OF A POWER LINE POLE, 6.1 FEET NORTHEAST OF PILING AND 2.4 FEET
 AU3240'SOUTHEAST OF THE REFERENCE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4866 ***********************************************************************
 BJ4866  DESIGNATION -  AUDUBON
 BJ4866  PID         -  BJ4866
 BJ4866  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4866  USGS QUAD   -  ELM PARK (1994)
 BJ4866
 BJ4866                         *CURRENT SURVEY CONTROL
 BJ4866  ___________________________________________________________________
 BJ4866* NAD 83(1992)-  30 47 03.10892(N)    091 18 26.12681(W)     ADJUSTED  
 BJ4866* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 BJ4866  ___________________________________________________________________
 BJ4866  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BJ4866  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4866
 BJ4866  HORZ ORDER  -  FIRST
 BJ4866
 BJ4866.The horizontal coordinates were established by classical geodetic methods
 BJ4866.and adjusted by the National Geodetic Survey in May 1994..
 BJ4866
 BJ4866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4866
 BJ4866.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4866
 BJ4866.The geoid height was determined by GEOID03.
 BJ4866
 BJ4866;                    North         East     Units Scale Factor Converg.
 BJ4866;SPC LA S     -   253,198.292 1,002,495.996   MT  1.00001899   +0 00 46.9
 BJ4866;SPC LA S     -   830,701.40  3,289,022.28   sFT  1.00001899   +0 00 46.9
 BJ4866;UTM  15      - 3,406,910.736   661,973.537   MT  0.99992364   +0 51 59.6
 BJ4866
 BJ4866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4866!SPC LA S     -   0.99999527  x   1.00001899  =   1.00001426
 BJ4866!UTM  15      -   0.99999527  x   0.99992364  =   0.99991891
 BJ4866
 BJ4866:                Primary Azimuth Mark                     Grid Az
 BJ4866:SPC LA S     -  JACKSON EAST LA ST HOSP TANK             059 34 59.8
 BJ4866:UTM  15      -  JACKSON EAST LA ST HOSP TANK             058 43 47.1
 BJ4866
 BJ4866|---------------------------------------------------------------------|
 BJ4866| PID    Reference Object                     Distance      Geod. Az  |
 BJ4866|                                                           dddmmss.s |
 BJ4866| BJ4694 JACKSON EAST LA ST HOSP TANK        APPROX.10.6 KM 0593546.7 |
 BJ4866| BJ4837 ST FRANCISVILLE TRAN GAS CO MW      APPROX. 5.8 KM 1392831.5 |
 BJ4866| CV9610 AUDUBON AZ MK                                      1844442.4 |
 BJ4866| BJ4843 ST FRANCISVILLE ZELLERBACH TK       APPROX. 8.3 KM 1875502.4 |
 BJ4866| CV9611 AUDUBON RM 1                         36.363 METERS 22207     |
 BJ4866| BJ4867 STARHILL ATT MICROWAVE              APPROX. 4.1 KM 2331400.1 |
 BJ4866| BJ4915 ST FRANCISVILLE TANK 1970           APPROX. 6.8 KM 2694457.2 |
 BJ4866| BJ4916 HARDWOOD KING LUMBER IND TANK       APPROX. 7.7 KM 2890700.7 |
 BJ4866| CV9612 AUDUBON RM 2                         43.977 METERS 34227     |
 BJ4866|---------------------------------------------------------------------|
 BJ4866
 BJ4866                          SUPERSEDED SURVEY CONTROL
 BJ4866
 BJ4866  NAD 83(1992)-  30 47 03.10951(N)    091 18 26.12710(W) AD(       ) 1
 BJ4866  NAD 83(1986)-  30 47 03.12498(N)    091 18 26.12168(W) AD(       ) 1
 BJ4866  NAD 27      -  30 47 02.46747(N)    091 18 25.72189(W) AD(       ) 1
 BJ4866  NGVD 29 (07/19/86)   57.4    (m)          188.     (f) VERT ANG       
 BJ4866
 BJ4866.Superseded values are not recommended for survey control.
 BJ4866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4866.See file dsdata.txt to determine how the superseded data were derived.
 BJ4866
 BJ4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6197406911(NAD 83)
 BJ4866_MARKER: DS = TRIANGULATION STATION DISK
 BJ4866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4866
 BJ4866  HISTORY     - Date     Condition        Report By
 BJ4866  HISTORY     - 1970     MONUMENTED       NGS
 BJ4866  HISTORY     - 1973     GOOD             NGS
 BJ4866  HISTORY     - 1980     GOOD             NGS
 BJ4866
 BJ4866                          STATION DESCRIPTION
 BJ4866
 BJ4866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4866'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF FENCE POST ON LINE.
 BJ4866'
 BJ4866'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF SLAUGHTER, 6-3/4
 BJ4866'MILES SOUTHWEST OF JACKSON, 4 MILES EAST OF ST FRANCISVILLE, IN THE
 BJ4866'NORTHWEST CORNER OF SECTION 40, T 3 S, R 2 W, ABOUT 1 MILE SOUTH OF
 BJ4866'THE HEADQUARTERS BUILDING OF THE AUDUBON MEMORIAL STATE PARK AND
 BJ4866'ON PROPERTY OWNED BY MR. C.E. DANIELS, JR., RURAL ROUTE 2, BOX 14,
 BJ4866'JACK- SON, LOUISIANA.
 BJ4866'
 BJ4866'TO REACH THE STATION FROM THE JUNCTION WITH BUSINESS US HIGHWAY 61
 BJ4866'AND STATE HIGHWAY 3057 ABOUT 3/4 MILE NORTHEAST OF THE POST OFFICE IN
 BJ4866'ST FRANCISVILLE, GO EASTERLY ON US HIGHWAY 61 FOR 1.25 MILES TO
 BJ4866'THE JUNCTION WITH STATE HIGHWAY 965 ON THE LEFT.  TURN LEFT AND GO
 BJ4866'NORTH- EASTERLY ON STATE HIGHWAY 965 FOR 2.9 MILES TO THE ENTRANCE
 BJ4866'TO AUDUBON MEMORIAL STATE PARK ON THE RIGHT.  CONTINUE EAST ON STATE
 BJ4866'HIGHWAY 965 FOR 0.2 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 BJ4866'SOUTH ON PAVED ROAD FOR 1.3 MILES TO THE STATION ON THE LEFT.
 BJ4866'
 BJ4866'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PAVED ROAD
 BJ4866'FOR 0.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BJ4866'
 BJ4866'THE STATION MARK IS A STANDARD DISK, STAMPED AUDUBON 1970, SET IN THE
 BJ4866'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 20 INCHES
 BJ4866'BELOW THE SURFACE OF THE GROUND.  IT IS 48 FEET SOUTH OF A FENCE, 43
 BJ4866'FEET EAST OF THE CENTER OF THE PAVED ROAD, 38 FEET SOUTHEAST OF
 BJ4866'THE SOUTH GATE POST OF A BOARD GATE AND 19 FEET EAST OF A METAL
 BJ4866'WITNESS POST WITH A SIGN ATTACHED AND SET IN A FENCE LINE.
 BJ4866'
 BJ4866'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AUDUBON NO 1 1970, SET
 BJ4866'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4866'10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 23 FEET WEST OF
 BJ4866'THE CENTER OF THE PAVED ROAD AND 0.6 FOOT EAST OF A FENCE.
 BJ4866'
 BJ4866'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AUDUBON NO 2 1970, SET
 BJ4866'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4866'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26 FEET WEST OF
 BJ4866'THE CENTER OF THE PAVED ROAD, 3 FEET NORTHEAST OF A 14-INCH OAK
 BJ4866'TREE AND 1 FOOT EAST OF A FENCE.
 BJ4866'
 BJ4866'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AUDUBON 1970, SET IN THE
 BJ4866'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4866'THE SURFACE OF THE GROUND.  IT IS 115 FEET SOUTH OF A POWERLINE
 BJ4866'POLE, 54 FEET EAST-SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 25
 BJ4866'FEET EAST- SOUTHEAST OF A FENCE AND 1.7 FEET EAST-SOUTHEAST OF A
 BJ4866'METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4866'
 BJ4866'HEIGHT OF LIGHT ABOVE STATION MARK 39.0 METERS.
 BJ4866
 BJ4866                          STATION RECOVERY (1973)
 BJ4866
 BJ4866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 BJ4866'NO OBSERVATIONS WERE MADE AT THIS DATE.
 BJ4866'
 BJ4866'THE STATION WAS VISITED 8-6-73 AT THE REQUEST OF THE NEW PROPERTY
 BJ4866'OWNER, MR. GILLIE G WATSON, JR. TO REMOVE A WITNESS POST FOR THE
 BJ4866'STATION, MR WATSON WILL BUILD A DRIVEWAY IN THE AREA, BUT THE
 BJ4866'STATION WILL BE ON THE SOUTH EDGE OF THE DRIVEWAY AND IT WILL BE
 BJ4866'POSSIBLE TO HAVE ACCESS TO THE MARK WITNESS POSTS WERE SET AT THE
 BJ4866'REFERENCE MARK DUE TO THEIR BEING SO CLOSE TO THE ROAD.  ALL
 BJ4866'MARKS WERE FOUND IN GOOD CONDITION AT THIS DATE.  A NEW
 BJ4866'DESCRIPTION FOLLOWS--
 BJ4866'
 BJ4866'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF SLAUGHER, 6.5
 BJ4866'MILES SOUTHWEST OF JACKSON, 4 MILES EAST OF ST. FRANCISVILLE, IN THE
 BJ4866'NW OF SEC. 40. T3S., R 2W, ON PROPERTY OWNED BY GILLIS G. WATSON,
 BJ4866'JR.  WHO LIVES IN A LARGE BRICK HOUSE EAST OF THE STATION.  IT IS 49
 BJ4866'FEET SOUTH OF A FENCE, 46 FEET EAST OF THE CENTER OF A PAVED ROAD,
 BJ4866'50 FEET SOUTHEAST OF A LARGE FENCE POST IN A FENCE CORNER, 48.5 FEET
 BJ4866'SOUTH- WEST OF A 2-FOOT PECAN TREE.  IT IS TRIANGULATION STATION
 BJ4866'DISK STAMPED AUDUBON 1970, 20 INCHES BELOW THE SURFACE OF THE
 BJ4866'GROUND.
 BJ4866'
 BJ4866'REFERENCE MARK NO. 1 IS 119.30 FEET SOUTHWEST OF THE STATION, 23 FEET
 BJ4866'WEST OF THE CENTER OF THE PAVED ROAD, 1 FOOT EAST OF A FENCE LINE,
 BJ4866'162 FEET SOUTH OF A T FENCE CORNER AND WEST END OF A GATE TO A FIELD
 BJ4866'ROAD LEADING WEST, 170 FEET SOUTH OF A FORKED OAK TREE AND 1 FOOT
 BJ4866'WEST OF A METAL WITNESS POST.  IT IS STAMPED AUDUBON NO 1 1970,
 BJ4866'PROJECTS 8 INCHES.
 BJ4866'
 BJ4866'REFERENCE MARK NO. 2 IS 144.28 FEET NORTHWEST OF THE STATION, 26 FEET
 BJ4866'WEST OF THE CENTER OF A PAVED ROAD, 60 FEET NORTH OF THE 2-FOOT
 BJ4866'FORKED OAK TREE, 68 FEET NORTH OF A T FENCE CORNER AND WEST GATE
 BJ4866'POST, 3 FEET NORTHEAST OF A 14-INCH OAK TREE AND 1 FOOT WEST OF
 BJ4866'A METAL WITNESS POST.  IT IS STAMPED AUDUBON NO 2 1970.
 BJ4866'
 BJ4866'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 54 FEET EAST-
 BJ4866'SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 115 FEET SOUTH OF A POWER
 BJ4866'POLE, WHERE THE POWER LINE MAKES A 90 DEGREE TURN FROM SOUTH TO THE
 BJ4866'EAST, 25 FEET ESE OF A FENCE LINE, 13 FEET WEST OF THE POWER LINE
 BJ4866'LEADING SOUTH AND 1.7 FEET ESE OF A METAL WITNESS POST.  IT IS
 BJ4866'STAMPED AUDUBON 1970, FLUSH WITH THE GROUND.
 BJ4866'
 BJ4866'TO REACH FROM THE POST OFFICE IN ST. FRANCISVILLE, GO NE ON ST. HY.
 BJ4866'3057 TO U.S. HIGHWAY 61, THEN GO EAST ON U.S. HIGHWAY 61 FOR 1.25
 BJ4866'MILE TO THE JUNCTION WITH STATE HIGHWAY 965, TURN LEFT AND GO NE ON
 BJ4866'ST. HY 965 FOR 2.9 MILES TO THE ENTRANCE TO AUDUBON MEMORIAL STATE
 BJ4866'PARK ON THE RIGHT, CONTINUE NE FOR 0.2 MILE TO A SIDE ROAD RIGHT,
 BJ4866'TURN RIGHT AND GO SOUTH FOR 1.3 MILE TO THE STATION ON THE LEFT,
 BJ4866'CONTINUE FOR 0.2 MILE TO THE AZIMUTH.
 BJ4866'
 BJ4866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4. MILE EAST OF
 BJ4866'ST. FRANCISVILLE.
 BJ4866
 BJ4866                          STATION RECOVERY (1980)
 BJ4866
 BJ4866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BJ4866'THE STATION MARK, REFERENCES MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 BJ4866'MARK WERE RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 BJ4866'ADEQUATE TO RECOVER THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0649 ***********************************************************************
 AV0649  DESIGNATION -  AUDUBON 2
 AV0649  PID         -  AV0649
 AV0649  STATE/COUNTY-  LA/VERMILION
 AV0649  USGS QUAD   -  FEARMAN LAKE (1979)
 AV0649
 AV0649                         *CURRENT SURVEY CONTROL
 AV0649  ___________________________________________________________________
 AV0649* NAD 83(1992)-  29 40 52.53277(N)    092 12 24.25323(W)     ADJUSTED  
 AV0649* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 AV0649  **This station is located in a subsidence area (see below).
 AV0649  ___________________________________________________________________
 AV0649  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0649  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AV0649
 AV0649  HORZ ORDER  -  FIRST
 AV0649
 AV0649.The horizontal coordinates were established by classical geodetic methods
 AV0649.and adjusted by the National Geodetic Survey in January 1993..
 AV0649
 AV0649 ** The orthometric height has not been validated since last determined
 AV0649 ** by differential leveling and should not be used for control purposes.
 AV0649 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0649 ** area with valid NAVD 88 orthometric heights.
 AV0649 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0649 ** epoch indicated which incorporates improved geoid heights for the
 AV0649 ** Southern Louisiana Subsidence area.
 AV0649 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0649
 AV0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0649
 AV0649.The geoid height was determined by GEOID03.
 AV0649
 AV0649;                    North         East     Units Scale Factor Converg.
 AV0649;SPC LA S     -   131,258.664   915,466.317   MT  0.99994120   -0 26 12.2
 AV0649;SPC LA S     -   430,637.80  3,003,492.41   sFT  0.99994120   -0 26 12.2
 AV0649;UTM  15      - 3,283,730.242   576,752.951   MT  0.99967268   +0 23 34.2
 AV0649
 AV0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0649!SPC LA S     -   1.00000382  x   0.99994120  =   0.99994502
 AV0649!UTM  15      -   1.00000382  x   0.99967268  =   0.99967650
 AV0649
 AV0649:                Primary Azimuth Mark                     Grid Az
 AV0649:SPC LA S     -  INTRACOASTAL CITY USE MAST               006 11 37.8
 AV0649:UTM  15      -  INTRACOASTAL CITY USE MAST               005 21 51.4
 AV0649
 AV0649|---------------------------------------------------------------------|
 AV0649| PID    Reference Object                     Distance      Geod. Az  |
 AV0649|                                                           dddmmss.s |
 AV0649| AV0618 INTRACOASTAL CITY USE MAST          APPROX.11.4 KM 0054525.6 |
 AV0649| AV0617 INTRACOASTAL CITY TOWERS MAST       APPROX.11.4 KM 0115452.8 |
 AV0649| AV0613 INTRACOASTAL CITY ABM MAST          APPROX.15.0 KM 0250417.7 |
 AV0649| AV0615 INTRACOASTAL CITY UN OIL MAST       APPROX.13.5 KM 0261434.1 |
 AV0649| CV8702 AUDUBON 2 RM 5                        4.388 METERS 13005     |
 AV0649| AV0648 AUDUBON 2 TEMP PT 1                   9.366 METERS 13935     |
 AV0649| AV1011 AUDUBON 2 RM 4                       18.950 METERS 20333     |
 AV0649| AV0652 PRAIRIE                             APPROX.13.7 KM 3014615.4 |
 AV0649|---------------------------------------------------------------------|
 AV0649
 AV0649                          SUPERSEDED SURVEY CONTROL
 AV0649
 AV0649  NAD 83(1986)-  29 40 52.55212(N)    092 12 24.24549(W) AD(       ) 1
 AV0649  NAD 27      -  29 40 51.78218(N)    092 12 23.77678(W) AD(       ) 1
 AV0649  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AV0649
 AV0649.Superseded values are not recommended for survey control.
 AV0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0649.See file dsdata.txt to determine how the superseded data were derived.
 AV0649
 AV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7675383730(NAD 83)
 AV0649_MARKER: DD = SURVEY DISK
 AV0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0649_SP_SET: CONCRETE POST
 AV0649_STAMPING: AUDUBON 2 1974
 AV0649_MARK LOGO: NGS   
 AV0649_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AV0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0649+STABILITY: SURFACE MOTION
 AV0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0649+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1991
 AV0649
 AV0649  HISTORY     - Date     Condition        Report By
 AV0649  HISTORY     - 1974     MONUMENTED       NGS
 AV0649  HISTORY     - 1974     GOOD             NGS
 AV0649  HISTORY     - 19910120 GOOD             NOS
 AV0649
 AV0649                          STATION DESCRIPTION
 AV0649
 AV0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0649'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF INTRACOASTAL CITY
 AV0649'AT THE AUDUBON SOCIETY CAMP, ON THE PAUL T. RAINEY BIRD SANCTUARY,
 AV0649'AT THE JUNCTION OF BELLE ISLE BAYOU AND MCILHENNY CANAL.  THE LAND
 AV0649'IS OWNED BY THE NATIONAL AUDUBON SOCIETY OF NEW YORK, 1000 5TH
 AV0649'AVENUE, NEW YORK 28, NEW YORK.  PERMISSION WAS OBTAINED FROM MR.
 AV0649'LONNIE LEGE, SUPERINTENDENT, ROUTE 4, BOX 92D, ABBEVILLE, LOUISIANA.
 AV0649'
 AV0649'THE STATION WAS REACHED BY BOAT.
 AV0649'
 AV0649'A 4-FOOT STAND WAS PUT ON THE CATWALK OF A WOODEN WATER TANK FOR THE
 AV0649'OBSERVATION.
 AV0649'
 AV0649'THE STATION MARKS ARE STANDARD DISKS STAMPED AUDUBON 2 1974.  THE
 AV0649'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AV0649'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 65.5 FEET EAST
 AV0649'OF THE EAST EDGE OF MCILHENNY CANAL, 24 FEET SOUTH OF A 22-INCH
 AV0649'TREE, 19 FEET WEST OF THE WEST EDGE OF A CANAL AND 17.5 FEET
 AV0649'NORTH OF THE NORTH WALL OF A SMALL SHED.  THE UNDERGROUND MARK IS
 AV0649'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 43 INCHES BELOW
 AV0649'THE GROUND SURFACE.
 AV0649'
 AV0649'REFERENCE MARK 2, A STANDARD DISK STAMPED AUDUBON 1933 NO 2, IS SET
 AV0649'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 AV0649'SURFACE.  IT IS 8 FEET WEST OF A CONCRETE BLOCK WALL THAT IS FLUSH
 AV0649'WITH THE GROUND SURFACE, 1.5 FEET NORTH OF AN EAST-WEST WALL OF A
 AV0649'BOATHOUSE AND 1.5 FEET EAST OF THE NORTH-SOUTH WING WALL OF THE
 AV0649'BOATHOUSE.  THIS MARK WILL NOT SEE THE STATION DUE TO
 AV0649'OBSTRUCTIONS.  A TRAVERSE CONNECTION WAS MADE TO THE STATION AND
 AV0649'THE DISTANCE AND DIRECTION WAS COMPUTED.
 AV0649'
 AV0649'REFERENCE MARK 4, A STANDARD DISK, STAMPED AUDUBON 2 NO 4 1974, IS
 AV0649'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF A SMALL TANK.
 AV0649'IT IS 35 FEET EAST OF THE EAST EDGE OF MCILHENNY CANAL, 22.6 FEET
 AV0649'SOUTH OF A 24-INCH TREE AND 10 FEET NORTH OF THE NORTH WALL OF A
 AV0649'HOUSE.
 AV0649'
 AV0649'REFERENCE MARK 5, A STANDARD DISK STAMPED AUDUBON 2 NO 5 1974, IS
 AV0649'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CONCRETE FOUNDATION FOR
 AV0649'THE WATER TANK.  IT IS 36 FEET SOUTHEAST OF THE 22-INCH TREE, 8.5
 AV0649'FEET WEST OF THE WEST EDGE OF THE CANAL AND 8 FEET NORTH OF THE
 AV0649'NORTH EDGE OF THE SMALL SHED.
 AV0649'
 AV0649'NO MEASUREMENT BETWEEN THE REFERENCE MARKS, DUE TO A SMALL SHED ON
 AV0649'LINE.
 AV0649'
 AV0649'THIS STATION WAS ESTABLISHED TO REPLACE AUDUBON 1933 WHICH WAS
 AV0649'SEARCHED FOR BUT NOT RECOVERED AND PRESUMED DESTROYED.
 AV0649'
 AV0649'NEAREST TOWN--INTRACOASTAL CITY.
 AV0649'
 AV0649'HEIGHT OF LIGHT ABOVE STATION MARK 10.4 METERS.
 AV0649
 AV0649                          STATION RECOVERY (1974)
 AV0649
 AV0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AV0649'RECOVERED IN GOOD CONDITION.
 AV0649
 AV0649                          STATION RECOVERY (1991)
 AV0649
 AV0649'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AV0649'THE STATION IS LOCATED APPROXIMATELY 11.27 KM (7.00 MI) SOUTHWEST
 AV0649'OF INTRACOASTAL CITY AT THE AUDUBON SOCIETY CAMP, ON THE PAUL T.
 AV0649'RAINEY WILDLIFE SANCTUARY AT THE JUNCTION OF BELLE ISLE BAYOU AND
 AV0649'MCILHENNY CANAL.  THE LAND IS OWNED BY THE NATIONAL AUDUBON SOCIETY
 AV0649'OF NEW YORK, 1000 5TH AVENUE, NEW YORK 28, NEW YORK. PERMISSION WAS
 AV0649'OBTAINED FROM MR, LONNIE LEGE, SUPERINTENDENT, ROUTE 4, BOX 92D,
 AV0649'ABBEVILLE, LA.
 AV0649'TO REACH THE STATION FROM THE PUBLIC LANDING AT INTRACOASTAL CITY
 AV0649', PROCEED BY BOAT SOUTHWEST ALONG THE WATERWAY FOR 1.08 KM (0.67 MI)
 AV0649'TO THE INTERSECTION OF FRESHWATER BAYOU CANAL AND VERMILION BAY.
 AV0649'PROCEED SOUTHEAST INTO VERMILION BAY FOR 1.77 KM (1.10 MI) TO THE
 AV0649'POINT WHERE THE CHANNEL MARKERS TURN SSW.  PROCEED ALONG THE CHANNEL
 AV0649'FOR 1.77 KM (1.10 MI) TO THE MOUTH OF BELLE ISLE CANAL.  PROCEED
 AV0649'SOUTHERLY THROUGH THE CANAL TO MCILHENNY CANAL AND STATION IN FIRST
 AV0649'YARD TO THE LEFT.
 AV0649'THE STATION IS A STANDARD USCGS BRONZE DISK STAMPED ---AUDUBON 2
 AV0649'1974--- AND SET INTO THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 AV0649'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 AV0649'IRREGULAR MASS OF CONCRETE 43 INCHES BELOW THE GROUND SURFACE.  IT IS
 AV0649'LOCATED 20.42 M (66.99 FT) EAST OF THE EAST EDGE OF MCILHENNY CANAL,
 AV0649'23.38 M (76.71 FT) NORTH OF THE NORTH CORNER OF A FENCE SURROUNDING A
 AV0649'WEATHER INSTRUMENT STATION, 9.98 M (32.74 FT) WEST OF BELLE ISLE LAKE
 AV0649', 7.48 M (24.54 FT) SOUTH OF A 0.56 M (1.84 FT) TREE, AND 5.92 M
 AV0649'(19.42 FT) WEST OF THE WEST EDGE OF A SMALL CANAL.
 AV0649'DESCRIBED BY R.P. BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1122 ***********************************************************************
 AT1122  DESIGNATION -  AUGUST
 AT1122  PID         -  AT1122
 AT1122  STATE/COUNTY-  LA/PLAQUEMINES
 AT1122  USGS QUAD   -  BURAS (1993)
 AT1122
 AT1122                         *CURRENT SURVEY CONTROL
 AT1122  ___________________________________________________________________
 AT1122* NAD 83(1992)-  29 18 46.45372(N)    089 33 28.92604(W)     ADJUSTED  
 AT1122* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1122  **This station is located in a subsidence area (see below).
 AT1122  ___________________________________________________________________
 AT1122  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1122  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AT1122
 AT1122  HORZ ORDER  -  THIRD
 AT1122
 AT1122.The horizontal coordinates were established by classical geodetic methods
 AT1122.and adjusted by the National Geodetic Survey in January 1993..
 AT1122
 AT1122 ** The orthometric height has not been validated since last determined
 AT1122 ** by differential leveling and should not be used for control purposes.
 AT1122 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1122 ** area with valid NAVD 88 orthometric heights.
 AT1122 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1122 ** epoch indicated which incorporates improved geoid heights for the
 AT1122 ** Southern Louisiana Subsidence area.
 AT1122 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1122.The orthometric height was scaled from a topographic map.
 AT1122
 AT1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1122
 AT1122.The geoid height was determined by GEOID03.
 AT1122
 AT1122;                    North         East     Units Scale Factor Converg.
 AT1122;SPC LA S     -    91,443.827 1,172,452.221   MT  0.99999729   +0 53 15.6
 AT1122;SPC LA S     -   300,011.96  3,846,620.33   sFT  0.99999729   +0 53 15.6
 AT1122;UTM  16      - 3,245,369.830   251,558.355   MT  1.00036170   -1 15 10.8
 AT1122
 AT1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1122!SPC LA S     -   1.00000379  x   0.99999729  =   1.00000108
 AT1122!UTM  16      -   1.00000379  x   1.00036170  =   1.00036549
 AT1122
 AT1122:                Primary Azimuth Mark                     Grid Az
 AT1122:SPC LA S     -  BURAS MICROWAVE TOWER                    026 39 06.4
 AT1122:UTM  16      -  BURAS MICROWAVE TOWER                    028 47 32.8
 AT1122
 AT1122|---------------------------------------------------------------------|
 AT1122| PID    Reference Object                     Distance      Geod. Az  |
 AT1122|                                                           dddmmss.s |
 AT1122| AT1118 BURAS MICROWAVE TOWER               APPROX. 5.4 KM 0273222.0 |
 AT1122| AT1119 BURAS MUNICIPAL TANK                APPROX. 5.6 KM 0324508.2 |
 AT1122| AT1129 AUGUST 2                             55.272 METERS 32100     |
 AT1122| AT1109 EMPIRE MUNICIPAL TANK               APPROX. 9.2 KM 3344321.8 |
 AT1122| DD6263 AUGUST 2 RM 3                                      33456     |
 AT1122|---------------------------------------------------------------------|
 AT1122
 AT1122                          SUPERSEDED SURVEY CONTROL
 AT1122
 AT1122  NAD 83(1986)-  29 18 46.46182(N)    089 33 28.93495(W) AD(       ) 3
 AT1122  NAD 27      -  29 18 45.67100(N)    089 33 28.71700(W) AD(       ) 3
 AT1122
 AT1122.Superseded values are not recommended for survey control.
 AT1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1122.See file dsdata.txt to determine how the superseded data were derived.
 AT1122
 AT1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5155845370(NAD 83)
 AT1122_MARKER: DD = SURVEY DISK
 AT1122_SETTING: 0 = UNSPECIFIED SETTING
 AT1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1122
 AT1122  HISTORY     - Date     Condition        Report By
 AT1122  HISTORY     - 1922     MONUMENTED       CGS
 AT1122  HISTORY     - 1934     GOOD             CGS
 AT1122  HISTORY     - 1948     GOOD             BAKER
 AT1122  HISTORY     - 1955     GOOD             CGS
 AT1122  HISTORY     - 1955     GOOD             CGS
 AT1122  HISTORY     - 1965     GOOD             CGS
 AT1122  HISTORY     - 1969     GOOD             CGS
 AT1122  HISTORY     - 1970     GOOD             NGS
 AT1122  HISTORY     - 1973     MARK NOT FOUND   USGS
 AT1122
 AT1122                          STATION DESCRIPTION
 AT1122
 AT1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1122'ON THE
 AT1122'N POINT FORMED BY
 AT1122'THE INTERSECTION OF ENGLISH CUT AND BAYOU
 AT1122'AUGUST, 6 METERS (20 FEET) FROM THE
 AT1122'WATERS EDGE OF ENGLISH CUT
 AT1122'AND 11 METERS (36 FEET) FROM THE EDGE OF BAYOU AUGUST.  BAYOU
 AT1122'AUGUST JOINS POMME D OR BAY AND BAY CYPRIEN.  ENGLISH CUT IS
 AT1122'THE BAYOU
 AT1122'CONNECTING BAYOU AUGUST AND ENGLISH BAY.  THE STATION
 AT1122'IS MARKED BY A STANDARD
 AT1122'BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE.
 AT1122'
 AT1122'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 AT1122'IN THE TOP OF A
 AT1122'TILE IS 7 METERS (23 FEET) FROM ENGLISH CUT,
 AT1122'2 METERS (7 FEET) FROM A POST IN
 AT1122'THE MARSH, AND 13.77 METERS
 AT1122'(45.2 FEET) FROM THE STATION N 70 DEG 19 MIN W.
 AT1122'
 AT1122'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 AT1122'IN THE TOP OF A
 AT1122'TILE, IS 7 METERS (23 FEET) FROM BAYOU AUGUST,
 AT1122'7 METERS (23 FEET) FROM THE EDGE
 AT1122'OF A SMALL CANAL, AND 21.02
 AT1122'METERS (69.0 FEET) FROM THE STATION IN N 5 DEG 19 MIN W.
 AT1122'THE ARROWHEAD
 AT1122'ON REFERENCE MARK NO. 1 POINTS TOWARD REFERENCE MARK NO. 2.
 AT1122
 AT1122                          STATION RECOVERY (1948)
 AT1122
 AT1122'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948
 AT1122'THIS STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 AT1122
 AT1122                          STATION RECOVERY (1955)
 AT1122
 AT1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1122'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS-
 AT1122'
 AT1122'ABOUT 6 MI. SE OF EMPIRE, ABOUT 3-1/2 MI. W-SW OF BURAS, ON
 AT1122'THE POINT OF LAND
 AT1122'FORMED BETWEEN THE W BANK OF BAYOU AUGUSTE AND
 AT1122'THE N BANK OF ENGLISH CUT, 7 M. W OF
 AT1122'THE W BANK OF BAYOU AUGUSTE,
 AT1122'6 M. N OF THE N BANK OF ENGLISH CUT, A STANDARD DISK,
 AT1122'SET IN CONCRETE IN
 AT1122'THE TOP OF A TILE.  THERE IS A 10-FT. PLATFORM IN PLACE
 AT1122'OVER THE STATION AT PRESENT.
 AT1122'
 AT1122'REFERENCE MARK 1 IS 1 M. N OF THE N BANK OF ENGLISH CUT, AND
 AT1122'13.77 M. (45.2 FT.)
 AT1122'FROM THE STATION N 70 DEG 18 MIN W.
 AT1122'
 AT1122'REFERENCE MARK 2 IS 16 M. W OF THE W BANK OF BAYOU AUGUSTE,
 AT1122'AND 21.02 M. (69.0
 AT1122'FT.) FROM THE STATION N 05 DEG 19 MIN W.
 AT1122'
 AT1122'THE DIRECTIONS AND DISTANCES SHOWN TO THE REFERENCE MARKS
 AT1122'WERE COPIED FROM
 AT1122'THE OLD DESCRIPTION.  THEY WERE VERIFIED WITH A
 AT1122'COMPASS AND METALLIC TAPE AND FOUND
 AT1122'TO BE SUBSTANTIALLY CORRECT.
 AT1122
 AT1122                          STATION RECOVERY (1955)
 AT1122
 AT1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (AEC)
 AT1122'STATION RECOVERED IN GOOD CONDITON.
 AT1122'
 AT1122'REFERENCE MARK 1 IS ON THE NORTH EDGE OF AUGUST BAYOU IN EDGE OF
 AT1122'GRASS AND HAS BEEN
 AT1122'LOOSENED BY WATER.  THE REFERENCE MARK WILL NOT LAST
 AT1122'MUCH LONGER.  THERE IS A 12 FOOT WOOD
 AT1122'TOWER OVER THIS STATION IN FAIR CONDITION.
 AT1122'
 AT1122'REFERENCE MARK 2 IS IN GOOD CONDITION.
 AT1122
 AT1122                          STATION RECOVERY (1965)
 AT1122
 AT1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1122'STATION MARK WAS RECOVERED IN FAIR CONDITON.  IT IS NOW 10 FEET
 AT1122'NORTH OF THE SOUTH
 AT1122'END OF THE POINT OF LAND, 7 FEET NORTHWEST OF THE
 AT1122'SOUTHEAST SHORE AND 6 FEET EAST OF
 AT1122'THE WEST SHORE.  IT IS A STANDARD
 AT1122'DISK, UNSTAMPED, SET IN A 6 INCH, CONCRETE FILLED
 AT1122'TILE THAT IS FLUSH
 AT1122'WITH THE MARSH.  A METAL WITNESS POST WAS SET AT THE MARK.
 AT1122'
 AT1122'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND AND ASSUMED
 AT1122'LOST THROUGH
 AT1122'EROSION OF THE POINT OF LAND.
 AT1122
 AT1122                          STATION RECOVERY (1969)
 AT1122
 AT1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (SDB)
 AT1122'STATION IN GOOD CONDITION.  IT IS ONLY 2 FEET FROM WATER AND SHOULD
 AT1122'BE MOVED INLAND.  METAL WITNESS POST IS BENT OVER.
 AT1122
 AT1122                          STATION RECOVERY (1970)
 AT1122
 AT1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1122'THE STATION WAS VISITED 3/23/70 AND THE STATION MARK WAS FOUND
 AT1122'IN GOOD CONDITION
 AT1122'AT THE EXTREME SOUTHEAST POINT OF THE ISLAND AND AT
 AT1122'THE WATERS EDGE.  THE MARK WOULD
 AT1122'SOON BE DESTROYED BY EROSION, THEREFORE
 AT1122'A NEW STATION, AUGUST 2, WAS ESTABLISHED 55.272
 AT1122'METERS (181.34
 AT1122'FEET) NORTHWEST.
 AT1122'
 AT1122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MI.SWS OF
 AT1122'BURAS.
 AT1122
 AT1122                          STATION RECOVERY (1973)
 AT1122
 AT1122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AT1122'STATION MARK AND RM 1 WERE SEARCHED FOR BUT NOT FOUND.  RM 2 HAS A
 AT1122'METAL WITNESS POST BY IT AND WAS RECOVERED.  THIS ENTIRE
 AT1122'AREA WAS FLOODED AT THE TIME THESE MARKS WERE SEARCHED FOR, AT A
 AT1122'LATER DATE WHEN HIGH WATER RECEDES.
 AT1122'
 AT1122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MI. SWS OF
 AT1122'BURAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1129 ***********************************************************************
 AT1129  DESIGNATION -  AUGUST 2
 AT1129  PID         -  AT1129
 AT1129  STATE/COUNTY-  LA/PLAQUEMINES
 AT1129  USGS QUAD   -  BURAS (1993)
 AT1129
 AT1129                         *CURRENT SURVEY CONTROL
 AT1129  ___________________________________________________________________
 AT1129* NAD 83(1992)-  29 18 47.84896(N)    089 33 30.21491(W)     ADJUSTED  
 AT1129* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1129  **This station is located in a subsidence area (see below).
 AT1129  ___________________________________________________________________
 AT1129  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1129  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AT1129
 AT1129  HORZ ORDER  -  THIRD
 AT1129
 AT1129.The horizontal coordinates were established by classical geodetic methods
 AT1129.and adjusted by the National Geodetic Survey in January 1993..
 AT1129.No horizontal observational check was made to the station.
 AT1129
 AT1129 ** The orthometric height has not been validated since last determined
 AT1129 ** by differential leveling and should not be used for control purposes.
 AT1129 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1129 ** area with valid NAVD 88 orthometric heights.
 AT1129 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1129 ** epoch indicated which incorporates improved geoid heights for the
 AT1129 ** Southern Louisiana Subsidence area.
 AT1129 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1129.The orthometric height was scaled from a topographic map.
 AT1129
 AT1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1129
 AT1129.The geoid height was determined by GEOID03.
 AT1129
 AT1129;                    North         East     Units Scale Factor Converg.
 AT1129;SPC LA S     -    91,486.241 1,172,416.780   MT  0.99999721   +0 53 15.0
 AT1129;SPC LA S     -   300,151.11  3,846,504.05   sFT  0.99999721   +0 53 15.0
 AT1129;UTM  16      - 3,245,413.554   251,524.512   MT  1.00036190   -1 15 11.5
 AT1129
 AT1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1129!SPC LA S     -   1.00000379  x   0.99999721  =   1.00000100
 AT1129!UTM  16      -   1.00000379  x   1.00036190  =   1.00036569
 AT1129
 AT1129:                Primary Azimuth Mark                     Grid Az
 AT1129:SPC LA S     -  BURAS MICROWAVE TOWER                    027 11 44.4
 AT1129:UTM  16      -  BURAS MICROWAVE TOWER                    029 20 10.9
 AT1129
 AT1129|---------------------------------------------------------------------|
 AT1129| PID    Reference Object                     Distance      Geod. Az  |
 AT1129|                                                           dddmmss.s |
 AT1129| AT1118 BURAS MICROWAVE TOWER               APPROX. 5.3 KM 0280459.4 |
 AT1129| AT1119 BURAS MUNICIPAL TANK                APPROX. 5.6 KM 0331734.3 |
 AT1129| DD6263 AUGUST 2 RM 3                        13.359 METERS 05950     |
 AT1129| AT1122 AUGUST                               55.272 METERS 14100     |
 AT1129| AT1109 EMPIRE MUNICIPAL TANK               APPROX. 9.1 KM 3344817.2 |
 AT1129| DD6264 AUGUST 2 RM 4                        13.063 METERS 33752     |
 AT1129|---------------------------------------------------------------------|
 AT1129
 AT1129                          SUPERSEDED SURVEY CONTROL
 AT1129
 AT1129  NAD 83(1986)-  29 18 47.85707(N)    089 33 30.22383(W) AD(       ) 3
 AT1129  NAD 27      -  29 18 47.06630(N)    089 33 30.00580(W) AD(       ) 3
 AT1129
 AT1129.Superseded values are not recommended for survey control.
 AT1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1129.See file dsdata.txt to determine how the superseded data were derived.
 AT1129
 AT1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5152545414(NAD 83)
 AT1129_MARKER: DS = TRIANGULATION STATION DISK
 AT1129_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1129+WITH SETTING: INFORMATION.
 AT1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1129
 AT1129  HISTORY     - Date     Condition        Report By
 AT1129  HISTORY     - 1970     MONUMENTED       NGS
 AT1129
 AT1129                          STATION DESCRIPTION
 AT1129
 AT1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1129'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF EMPIRE, 3-1/2
 AT1129'MILES
 AT1129'WEST-SOUTHWEST OF BURAS ON THE SOUTHERLY TIP OF A SMALL ISLAND
 AT1129'THAT IS IN THE NORTHWEST
 AT1129'ANGLE OF THE INTERSECTION OF AUGUST BAYOU
 AT1129'AND ENGLISH CUT.  IT IS 181 FEET NORTHWEST
 AT1129'OF THE EXTREME SOUTHEAST
 AT1129'POINT OF LAND, 128 FEET SOUTHWEST OF RED AND WHITE SIGN DO
 AT1129'NOT ANCHOR
 AT1129'OR DREDGE HIGH PRESSURE GAS LINE SOUTHERN NATURAL GAS CO.
 AT1129'101 FEET NORTH OF THE
 AT1129'SOUTH SHORE OF THE ISLAND, 116 FEET SOUTHWEST
 AT1129'OF THE WESTERLY BANK OF AUGUST BAYOU, 1
 AT1129'FOOT SOUTH OF A METAL WITNESS
 AT1129'POST AND SET IN THE MARSH.  IT IS A C AND GS TRIANGULATION
 AT1129'STATION DISK, STAMPED
 AT1129'AUGUST 2 1970, CRIMPED TO THE TOP OF A COPPER COATED STEEL
 AT1129'ROD DRIVEN 22 FEET INTO
 AT1129'THE MARSH AND PROJECTING 2 FEET.  THE ROD IS
 AT1129'PROTECTED BY A FOUR FOOT SECTION OF
 AT1129'ORANGEBURG PIPE THAT ALSO PROJECTS 2 FEET.
 AT1129'
 AT1129'REFERENCE MARK NO. 3 IS 43.82 FEET NORTHEAST OF THE STATION.  IT
 AT1129'IS 84 FEET
 AT1129'SOUTHWEST OF THE PIPELINE SIGN, 72 FEET SOUTHWEST OF THE
 AT1129'WESTERLY BANK OF AUGUST BAYOU
 AT1129'AND SET IN THE MARSH.  IT IS A REFERENCE
 AT1129'MARK DISK, STAMPED AUGUST 2 NO 3 1970, CRIMPED
 AT1129'TO THE TOP OF A
 AT1129'COPPER COATED STEEL ROD DRIVEN 22 FEET INTO THE MARSH AND
 AT1129'PROJECTING 18
 AT1129'INCHES.  THE ROD IS PROTECTED BY A 4 FOOT SECTION OF ORANGEBURG
 AT1129'PIPE THAT ALSO PROJECTS 2 FEET.
 AT1129'
 AT1129'REFERENCE MARK NO. 4 IS 42.85 FEET NORTHWEST OF THE STATION.  IT
 AT1129'IS 42 FEET
 AT1129'NORTHWEST OF THE WITNESS POST, 115 FEET SOUTHWEST OF THE
 AT1129'WESTERLY BANK OF AUGUST BAYOU
 AT1129'AND OPPOSITE A SLIGHT INDENTATION IN
 AT1129'THE SHORELINE WHERE A PIPELINE IS VISIBLE IN THE
 AT1129'MARSH.  IT IS A C AND GS
 AT1129'REFERENCE MARK DISK, STAMPED AUGUST 2 NO 4 1970, CRIMPED TO THE TOP
 AT1129'OF A COPPER
 AT1129'COATED STEEL ROAD DRIVEN 22 FEET INTO THE MARSH AND PROJECTING
 AT1129'18 INCHES.  THE ROD IS
 AT1129'PROTECTED BY A 4 FOOT SECTION OF
 AT1129'ORANGEBURG PIPE THAT ALSO PROJECTS 18 INCHES.
 AT1129'
 AT1129'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 AT1129'
 AT1129'THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1294 ***********************************************************************
 AT1294  DESIGNATION -  AUX
 AT1294  PID         -  AT1294
 AT1294  STATE/COUNTY-  LA/PLAQUEMINES
 AT1294  USGS QUAD   -  HAPPY JACK (1992)
 AT1294
 AT1294                         *CURRENT SURVEY CONTROL
 AT1294  ___________________________________________________________________
 AT1294* NAD 83(1992)-  29 36 50.51741(N)    089 37 49.65939(W)     ADJUSTED  
 AT1294* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1294  **This station is located in a subsidence area (see below).
 AT1294  ___________________________________________________________________
 AT1294  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1294  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AT1294
 AT1294  HORZ ORDER  -  SECOND
 AT1294
 AT1294.The horizontal coordinates were established by classical geodetic methods
 AT1294.and adjusted by the National Geodetic Survey in May 1994..
 AT1294
 AT1294 ** The orthometric height has not been validated since last determined
 AT1294 ** by differential leveling and should not be used for control purposes.
 AT1294 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1294 ** area with valid NAVD 88 orthometric heights.
 AT1294 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1294 ** epoch indicated which incorporates improved geoid heights for the
 AT1294 ** Southern Louisiana Subsidence area.
 AT1294 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1294.The orthometric height was scaled from a topographic map.
 AT1294
 AT1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1294
 AT1294.The geoid height was determined by GEOID03.
 AT1294
 AT1294;                    North         East     Units Scale Factor Converg.
 AT1294;SPC LA S     -   124,710.540 1,164,921.314   MT  0.99994839   +0 51 05.2
 AT1294;SPC LA S     -   409,154.50  3,821,912.68   sFT  0.99994839   +0 51 05.2
 AT1294;UTM  16      - 3,278,909.009   245,276.029   MT  1.00040066   -1 18 02.0
 AT1294
 AT1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1294!SPC LA S     -   1.00000391  x   0.99994839  =   0.99995230
 AT1294!UTM  16      -   1.00000391  x   1.00040066  =   1.00040457
 AT1294
 AT1294|---------------------------------------------------------------------|
 AT1294| PID    Reference Object                     Distance      Geod. Az  |
 AT1294|                                                           dddmmss.s |
 AT1294| DD6266 AUX RM 2                             17.512 METERS 16446     |
 AT1294| AT1291 DRUM                                APPROX. 8.8 KM 1931654.9 |
 AT1294| DD6265 AUX RM 1                             16.768 METERS 27424     |
 AT1294|---------------------------------------------------------------------|
 AT1294
 AT1294                          SUPERSEDED SURVEY CONTROL
 AT1294
 AT1294  NAD 83(1992)-  29 36 50.51758(N)    089 37 49.65948(W) AD(       ) 2
 AT1294  NAD 83(1986)-  29 36 50.52646(N)    089 37 49.66348(W) AD(       ) 2
 AT1294  NAD 27      -  29 36 49.76600(N)    089 37 49.45200(W) AD(       ) 2
 AT1294
 AT1294.Superseded values are not recommended for survey control.
 AT1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1294.See file dsdata.txt to determine how the superseded data were derived.
 AT1294
 AT1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4527678909(NAD 83)
 AT1294_MARKER: DS = TRIANGULATION STATION DISK
 AT1294_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1294_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1294
 AT1294  HISTORY     - Date     Condition        Report By
 AT1294  HISTORY     - 1934     MONUMENTED       CGS
 AT1294  HISTORY     - 1955     GOOD             CGS
 AT1294  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT1294  HISTORY     - 1969     GOOD             CGS
 AT1294  HISTORY     - 1971     GOOD             USGS
 AT1294
 AT1294                          STATION DESCRIPTION
 AT1294
 AT1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1294'ON THE S BANK OF RIVER AUX CHENES ABOUT 300 METERS (984 FEET) W OF
 AT1294'ITS MOUTH, A SHORT DISTANCE
 AT1294'W OF A GROUP OF MANGROVE BUSHES, 45 METERS (148
 AT1294'FEET) W OF A POINTED INDENTATION
 AT1294'IN THE SHORE, AND 19 METERS (62
 AT1294'FEET) INSHORE IN HARD MARSH GROUND.  THE STATION IS
 AT1294'MARKED BY A
 AT1294'STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP OF A TILE.
 AT1294'REFERENCE MARK NO. 1 IS A STANDARD BRONZE
 AT1294'REFERENCE DISK SET IN
 AT1294'CONCRETE, IS IN
 AT1294'HARD MARSH GROUND 16.768 METERS (55.01
 AT1294'FEET) FROM THE STATION
 AT1294'N 85 DEG 36 W.  REFERENCE MARK NO. 2 IS A
 AT1294'STANDARD BRONZE REFERENCE DISK
 AT1294'SET IN CONCRETE, IS IN HARD
 AT1294'MARSH GROUND 17.512
 AT1294'METERS (57.45 FEET) FROM THE STATION
 AT1294'S 15 DEG 14 MIN E.  THE DISTANCE
 AT1294'BETWEEN THE REFERENCE MARKS IS 28.022
 AT1294'METERS (91.94 FEET).
 AT1294
 AT1294                          STATION RECOVERY (1955)
 AT1294
 AT1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT1294'STATION AND REFERENCE MARKS WERE
 AT1294'RECOVERED AS
 AT1294'DESCRIBED AND IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AT1294'IS ADEQUATE, EXCEPT THAT ALL
 AT1294'MARKS ARE NOW 1 IN. BELOW THE
 AT1294'SURFACE OF THE MARSH.
 AT1294
 AT1294                          STATION RECOVERY (1966)
 AT1294
 AT1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1294'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AT1294'DESCRIBED EXCEPT
 AT1294'THAT THEY ARE NOW UNDER ABOUT 2 INCHES OF MUD AND
 AT1294'WATER.  THE AREA IS SEMI-HARD
 AT1294'MARSH.  THE STATION IS 45 FEET SOUTH OF
 AT1294'THE SOUTH SHORE OF THE BAYOU AND 1 FOOT EAST OF
 AT1294'A METAL WITNESS POST.
 AT1294'THE STATION WAS REACHED BY FLOAT PLANE.
 AT1294
 AT1294                          STATION RECOVERY (1969)
 AT1294
 AT1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1294'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1294'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT1294'CONDITION.
 AT1294
 AT1294                          STATION RECOVERY (1971)
 AT1294
 AT1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT1294'AUX AND RMS 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED.  DISTANCES
 AT1294'CHECKED O.K.  ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4076 ***********************************************************************
 BJ4076  DESIGNATION -  AVE M
 BJ4076  PID         -  BJ4076
 BJ4076  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4076  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4076
 BJ4076                         *CURRENT SURVEY CONTROL
 BJ4076  ___________________________________________________________________
 BJ4076* NAD 83(1986)-  30 32 07.     (N)    091 12 08.     (W)     SCALED    
 BJ4076* NAVD 88     -        18.567  (meters)      60.92   (feet)  ADJUSTED  
 BJ4076  ___________________________________________________________________
 BJ4076  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4076  DYNAMIC HT  -          18.543 (meters)      60.84  (feet)  COMP
 BJ4076  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 BJ4076
 BJ4076  VERT ORDER  -  SECOND    CLASS II
 BJ4076
 BJ4076.The horizontal coordinates were scaled from a topographic map and have
 BJ4076.an estimated accuracy of +/- 6 seconds.
 BJ4076
 BJ4076.The orthometric height was determined by differential leveling
 BJ4076.and adjusted by the National Geodetic Survey in February 1994..
 BJ4076
 BJ4076.The geoid height was determined by GEOID03.
 BJ4076
 BJ4076.The dynamic height is computed by dividing the NAVD 88
 BJ4076.geopotential number by the normal gravity value computed on the
 BJ4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4076.degrees latitude (g = 980.6199 gals.).
 BJ4076
 BJ4076.The modeled gravity was interpolated from observed gravity values.
 BJ4076
 BJ4076;                    North         East    Units  Estimated Accuracy
 BJ4076;SPC LA S     -   225,610.    1,012,580.      MT  (+/- 180 meters Scaled)
 BJ4076
 BJ4076                          SUPERSEDED SURVEY CONTROL
 BJ4076
 BJ4076.No superseded survey control is available for this station.
 BJ4076
 BJ4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP724794(NAD 83)
 BJ4076_MARKER: Z = SEE DESCRIPTION
 BJ4076_SETTING: 0 = UNSPECIFIED SETTING
 BJ4076_MARK LOGO: LA-033
 BJ4076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4076
 BJ4076  HISTORY     - Date     Condition        Report By
 BJ4076  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4076
 BJ4076                          STATION DESCRIPTION
 BJ4076
 BJ4076'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4076'IN SCOTLANDVILLE.
 BJ4076'AT THE INTERSECTION OF WOODPECKER STREET AND AVENUE M AT THE
 BJ4076'SOUTHEAST CORNER OF AVENUE M PARK AND AT THE NORTHEAST CORNER OF THE
 BJ4076'NORTH BATON ROUGE TREATMENT PLANT AT THE WEST SIDE OF SCOTLANDVILLE,
 BJ4076'THE SOUTH- EAST CORNER OF A METAL GRATE IN THE EAST TOP SIDE OF A
 BJ4076'CONCRETE CULVERT UNDER AVENUE M IN THE NORTHEAST ANGLE OF THE
 BJ4076'INTERSECTION.
 BJ4076'THE MARK IS 0.15 M BELOW AVENUE M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2629 ***********************************************************************
 AU2629  DESIGNATION -  AVERY
 AU2629  PID         -  AU2629
 AU2629  STATE/COUNTY-  LA/IBERIA
 AU2629  USGS QUAD   -  DELCAMBRE (1994)
 AU2629
 AU2629                         *CURRENT SURVEY CONTROL
 AU2629  ___________________________________________________________________
 AU2629* NAD 83(1992)-  29 54 14.64092(N)    091 54 08.62082(W)     ADJUSTED  
 AU2629* NAVD 88     -        49.6  **(meters)     163.   **(feet)  VERTCON   
 AU2629  **This station is located in a subsidence area (see below).
 AU2629  ___________________________________________________________________
 AU2629  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU2629  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AU2629
 AU2629  HORZ ORDER  -  FIRST
 AU2629
 AU2629.The horizontal coordinates were established by classical geodetic methods
 AU2629.and adjusted by the National Geodetic Survey in January 1993..
 AU2629
 AU2629 ** The orthometric height has not been validated since last determined
 AU2629 ** by differential leveling and should not be used for control purposes.
 AU2629 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2629 ** area with valid NAVD 88 orthometric heights.
 AU2629 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2629 ** epoch indicated which incorporates improved geoid heights for the
 AU2629 ** Southern Louisiana Subsidence area.
 AU2629 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2629
 AU2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2629
 AU2629.The geoid height was determined by GEOID03.
 AU2629
 AU2629;                    North         East     Units Scale Factor Converg.
 AU2629;SPC LA S     -   155,769.316   945,044.884   MT  0.99992716   -0 17 04.3
 AU2629;SPC LA S     -   511,053.16  3,100,534.76   sFT  0.99992716   -0 17 04.3
 AU2629;UTM  15      - 3,308,661.330   605,966.449   MT  0.99973854   +0 32 50.1
 AU2629
 AU2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2629!SPC LA S     -   0.99999639  x   0.99992716  =   0.99992355
 AU2629!UTM  15      -   0.99999639  x   0.99973854  =   0.99973493
 AU2629
 AU2629:                Primary Azimuth Mark                     Grid Az
 AU2629:SPC LA S     -  AVERY AZ MK                              140 37 02.6
 AU2629:UTM  15      -  AVERY AZ MK                              139 47 08.2
 AU2629
 AU2629|---------------------------------------------------------------------|
 AU2629| PID    Reference Object                     Distance      Geod. Az  |
 AU2629|                                                           dddmmss.s |
 AU2629| CV8705 AVERY AZ MK                                        1401958.3 |
 AU2629| AU2624 WEEKS IS MYLES SALT WKS TK          APPROX.14.1 KM 1402046.3 |
 AU2629| AU2630 AVERY ISLAND SALT WORKS TANK        APPROX. 1.3 KM 2143943.3 |
 AU2629| AU2631 AVERY RM 2                           18.977 METERS 29709     |
 AU2629| CV8706 AVERY RM 3                           23.717 METERS 35611     |
 AU2629|---------------------------------------------------------------------|
 AU2629
 AU2629                          SUPERSEDED SURVEY CONTROL
 AU2629
 AU2629  NAD 83(1986)-  29 54 14.66171(N)    091 54 08.61461(W) AD(       ) 1
 AU2629  NAD 27      -  29 54 13.91931(N)    091 54 08.18125(W) AD(       ) 1
 AU2629  NGVD 29 (07/19/86)   49.6    (m)          163.     (f) VERT ANG       
 AU2629
 AU2629.Superseded values are not recommended for survey control.
 AU2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2629.See file dsdata.txt to determine how the superseded data were derived.
 AU2629
 AU2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0596608661(NAD 83)
 AU2629_MARKER: DS = TRIANGULATION STATION DISK
 AU2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2629
 AU2629  HISTORY     - Date     Condition        Report By
 AU2629  HISTORY     - 1931     MONUMENTED       CGS
 AU2629  HISTORY     - 1948     GOOD             CGS
 AU2629  HISTORY     - 1969     GOOD             CGS
 AU2629  HISTORY     - 1974     GOOD             NGS
 AU2629  HISTORY     - 1976     GOOD             CONOCO
 AU2629  HISTORY     - 1988     GOOD             LOCSUR
 AU2629
 AU2629                          STATION DESCRIPTION
 AU2629
 AU2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2629'ABOUT 9 MILES SW OF NEW IBERIA, ON A DOME-SHAPED SUMMIT
 AU2629'KNOWN AS PROSPECT HILL, THE HIGHEST POINT OF AVERY ISLAND,
 AU2629'ON LAND OWNED BY THE MC ILHENNY ESTATE.  TO REACH STATION
 AU2629'FROM NEW IBERIA TAKE GRAVEL ROAD (STATE ROUTE 25) SW 2.3
 AU2629'MILES TO A SHELL ROAD LEADING LEFT ON SE SIDE OF THE SOUTHERN
 AU2629'PACIFIC TRACKS, CONTINUE ON LEFT MAIN FORK (NEAR A CHURCH)
 AU2629'3.7 MILES FROM JUNCTION OF HIGHWAY 25, TO A PACKING
 AU2629'PLANT WHICH IS 2.9 MILES FROM FORK, KEEP TO LEFT AROUND
 AU2629'BUILDINGS 0.3 MILE, TAKE RIGHT FORK 0.1 MILE TO GATE, 0.4
 AU2629'MILE TO ANOTHER GATE, AND 0.6 MILE TO TOP OF PROSPECT HILL.
 AU2629'STATION IS AT AN ELEVATION OF 165 FEET AND IS 34.05 FEET E
 AU2629'OF THE E WALL OF A CONCRETE RESERVOIR (36- BY 36- BY
 AU2629'10-FEET IN SIZE) WHICH OCCUPIES THE HIGHEST POINT, AND
 AU2629'RESTS DIRECTLY ON A BUILT-UP FOUNDATION.  THE STATION IS IN
 AU2629'THE CENTER OF A SMALL SADDLE BETWEEN THE TANK AND A
 AU2629'THICKET OF HAWTHORNE BUSHES.
 AU2629'
 AU2629'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 AU2629'BRONZE DISKS SET IN CONCRETE.
 AU2629'
 AU2629'UPPER MARK PROJECTS 5 INCHES.
 AU2629'
 AU2629'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND IS NEAR A FENCE
 AU2629'LINE ON W SIDE OF A GROWTH OF TREES, ON A KNOLL, 80.50 FEET
 AU2629'S OF FENCE CORNER, 1.21 FEET W OF WIRE FENCE LINE, 1/4 MILE
 AU2629'FROM STATION S 3 DEG 20 MIN W.
 AU2629'
 AU2629'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND IS 25.03 FEET
 AU2629'N OF N WALL AT A POINT 9 FEET W OF E WALL OF CONCRETE STORAGE
 AU2629'TANK, 62.27 FEET FROM STATION N 62 DEG 55 MIN W.
 AU2629'
 AU2629'THE FOLLOWING BEARINGS ARE FROM THE STATION--MYLES SALT
 AU2629'COMPANY, BLACK STEEL TANK WITH A SMALL BALL ON THE PEAK OF CONICAL
 AU2629'COVER, S 39 DEG 39 MIN E.  WEEKS ISLAND AZIMUTH MARK
 AU2629'(PROBABLY A STANDARD REFERENCE DISK SET IN CONCRETE),
 AU2629'S 39 DEG 40 MIN E.
 AU2629
 AU2629                          STATION RECOVERY (1948)
 AU2629
 AU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2629'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 WAS
 AU2629'NOT FOUND.
 AU2629'
 AU2629'THE ORIGINAL DESCRIPTION IS CORRECT WITH THE FOLLOWING ADDITIONS--
 AU2629'38.5 FEET SW OF NE CORNER OF CONCRETE RESERVOIR, 40.5 FEET NE
 AU2629'OF SE CORNER OF RESERVOIR, 6 FEET W OF DRIVEWAY WHERE IT
 AU2629'CURVES AROUND THE E KNOLL OF THE HILL, 31 FEET NNW OF THE
 AU2629'CENTER LINE OF THE MAIN ROAD, 88 FEET NW OF THE NW CORNER
 AU2629'OF A SMALL BROWN HOUSE WHICH IS THE ONLY HOUSE ON THE HILL.
 AU2629'
 AU2629'R.M. 2 IS N OF THE RESERVOIR, 27 FEET NW OF THE NE CORNER,
 AU2629'47 FEET NE OF THE NW CORNER.
 AU2629'
 AU2629'TREES ABOUT 300 FEET FROM THE STATION OBSTRUCT THE LINE TO
 AU2629'WEEKS ISLAND AZIMUTH MARK AND TANK.
 AU2629'
 AU2629'R.M. 1 WAS NOT FOUND.  IT IS THOUGHT THAT THE MARK SHOULD
 AU2629'STILL EXIST.  THERE ARE NO VISIBLE CHANGES IN THE AREA WHERE
 AU2629'THE MARK IS BUT IT COULD NOT BE FOUND FROM THE INFORMATION
 AU2629'GIVEN IN THE ORIGINAL DESCRIPTION.
 AU2629
 AU2629                          STATION RECOVERY (1969)
 AU2629
 AU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2629'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 AU2629'GOOD CONDITION.  DUE TO POWERLINES NEAR THE STATION MARK, A TOWER
 AU2629'WAS ERRECTED OVER REFERENCE MARK 2 FOR THE 1969 OBSERVATIONS AND A
 AU2629'TRAVERSE CONNECTION WAS MADE.  REFERENCE MARK 3 WAS ESTABLISHED.
 AU2629'
 AU2629'NOTE--FOR A COMPLETE NEW DESCRIPTION OF THE MARKS, SEE THE
 AU2629'DESCRIPTION FOR AVERY RM 2 THEREOF.
 AU2629
 AU2629                          STATION RECOVERY (1974)
 AU2629
 AU2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU2629'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 AU2629'CONDITION.  A SEARCH WAS MADE FOR REFERENCE MARK 1 BUT IT
 AU2629'WAS NOT FOUND.  THE 1948 RECOVERY NOTE ALSO STATED THAT
 AU2629'REFERENCE MARK 1 WAS NOT FOUND.  THE DISTANCES TO REFERENCE
 AU2629'MARKS 2 AND 3 CHECKED WITH THE 1969 LIST OF DIRECTIONS ON
 AU2629'AVERY R.M. 2.  A 1969 LIST OF DIRECTIONS ON AVERY 1931 WAS
 AU2629'NOT AVAILABLE AT THIS TIME.
 AU2629'
 AU2629'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2629'
 AU2629'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF
 AU2629'ABBEVILLE, 9 MILES SOUTHWEST OF NEW IBERIA AND ON A SALT
 AU2629'DEPOSIT HILL OWNED BY THE MC ILHENNY COMPANY.  MR. WALTER
 AU2629'S. MC ILHENNYS PHONE NUMBER IS 364-8184.
 AU2629'
 AU2629'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AU2629'90 AND STATE HIGHWAYS 14 AND 329, ABOUT 2 MILES SOUTHWEST
 AU2629'OF NEW IBERIA, GO SOUTHWEST ON STATE HIGHWAY 329 FOR 6.0
 AU2629'MILES TO A GUARD HOUSE AT THE ENTRANCE TO AVERY ISLAND.
 AU2629'CONTINUE SOUTHERLY ON A PAVED ROAD FOR 0.3 MILE TO A SIDE
 AU2629'ROAD LEFT.  TURN LEFT, CROSS RAILROAD TRACKS AND GO EAST
 AU2629'FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.5 MILE TO
 AU2629'A FORK, TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD FOR 0.15
 AU2629'MILE TO A FORK AND A SIGN THAT READS PROSPECT HILL.  BEAR
 AU2629'RIGHT AND FOLLOW THE MAIN ROAD UP A HILL ON A GRAVEL DRIVE
 AU2629'FOR 0.15 MILE TO THE STATION AND A CONCRETE RESERVOIR.
 AU2629'
 AU2629'THE STATION MARKS ARE STANDARD DISKS STAMPED AVERY 1931.
 AU2629'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 AU2629'THE SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 AU2629'POST THAT PROJECTS 4 INCHES.  IT IS 41.1 FEET NORTHEAST
 AU2629'OF THE SOUTHWEST CORNER OF THE RESERVOIR, 41 FEET SOUTH OF
 AU2629'A POWER POLE WITH A TRANSFORMER AND 9 FEET SOUTHEAST OF THE
 AU2629'SOUTHEAST CORNER OF THE RESERVOIR.
 AU2629'
 AU2629'REFERENCE MARK 2, STAMPED AVERY NO 2 1931, IS A STANDARD
 AU2629'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 AU2629'4 INCHES.  IT IS 76 FEET WEST OF A POWER POLE WITH A TRANSFORMER,
 AU2629'47.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE RESERVOIR
 AU2629'AND 27.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 AU2629'RESERVOIR.
 AU2629'
 AU2629'REFERENCE MARK 3, STAMPED AVERY NO 3 1931 1969, IS A STANDARD
 AU2629'DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 AU2629'THE GROUND.  IT IS 77.4 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AU2629'CORNER OF THE RESERVOIR, 56 FEET SOUTHWEST OF A 30-INCH TREE,
 AU2629'49.6 FEET NORTHWEST OF THE POWER POLE AND 27 FEET NORTHWEST
 AU2629'OF THE NORTHWEST EDGE OF THE GRAVEL DRIVE.
 AU2629'
 AU2629'NO SUITABLE PLACE FOR AN AZIMUTH OR A LONG REFERENCE MARK.
 AU2629'
 AU2629'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2629'
 AU2629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AU2629'SOUTHWEST OF NEW IBERIA
 AU2629
 AU2629                          STATION RECOVERY (1976)
 AU2629
 AU2629'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1976 (CJB)
 AU2629'AVERY IN GOOD CONDITION-POWER LINE OVERHEAD.
 AU2629'R. M. 2 IN GOOD CONDITION.
 AU2629'R. M. 1 NOT FOUND - NOT SEARCHED FOR.
 AU2629'
 AU2629'DESCRIPTION O. K. CONTACT MCILHANEY CO. (TOBASCO HOT SAUCE) FOR
 AU2629'PERMISSION TO ENTER PROPERTY.  VISIBILITY FROM GROUND ONLY TO NE.
 AU2629'
 AU2629'DISTANCE AND DIRECTION FROM NEAREST TOWN--ON AVERY ISLAND SALT
 AU2629'DOME.
 AU2629
 AU2629                          STATION RECOVERY (1988)
 AU2629
 AU2629'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (MN)
 AU2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2630 ***********************************************************************
 AU2630  DESIGNATION -  AVERY ISLAND SALT WORKS TANK
 AU2630  PID         -  AU2630
 AU2630  STATE/COUNTY-  LA/IBERIA
 AU2630  USGS QUAD   -  DELCAMBRE (1994)
 AU2630
 AU2630                         *CURRENT SURVEY CONTROL
 AU2630  ___________________________________________________________________
 AU2630* NAD 83(1992)-  29 53 40.97568(N)    091 54 35.33552(W)     ADJUSTED  
 AU2630* NAVD 88     -                                                        
 AU2630  **This station is located in a subsidence area (see below).
 AU2630  ___________________________________________________________________
 AU2630  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU2630  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AU2630
 AU2630  HORZ ORDER  -  THIRD
 AU2630
 AU2630.The horizontal coordinates were established by classical geodetic methods
 AU2630.and adjusted by the National Geodetic Survey in January 1993..
 AU2630
 AU2630 ** The orthometric height has not been validated since last determined
 AU2630 ** by differential leveling and should not be used for control purposes.
 AU2630 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2630 ** area with valid NAVD 88 orthometric heights.
 AU2630 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2630 ** epoch indicated which incorporates improved geoid heights for the
 AU2630 ** Southern Louisiana Subsidence area.
 AU2630 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2630
 AU2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2630
 AU2630.The geoid height was determined by GEOID03.
 AU2630
 AU2630;                    North         East     Units Scale Factor Converg.
 AU2630;SPC LA S     -   154,736.371   944,323.042   MT  0.99992745   -0 17 17.7
 AU2630;SPC LA S     -   507,664.24  3,098,166.51   sFT  0.99992745   -0 17 17.7
 AU2630;UTM  15      - 3,307,618.213   605,259.812   MT  0.99973670   +0 32 36.3
 AU2630
 AU2630                          SUPERSEDED SURVEY CONTROL
 AU2630
 AU2630  NAD 83(1986)-  29 53 40.99636(N)    091 54 35.32929(W) AD(       ) 4
 AU2630  NAD 27      -  29 53 40.25290(N)    091 54 34.89500(W) AD(       ) 3
 AU2630
 AU2630.Superseded values are not recommended for survey control.
 AU2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2630.See file dsdata.txt to determine how the superseded data were derived.
 AU2630
 AU2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0526007618(NAD 83)
 AU2630_MARKER: 51 = TANK
 AU2630
 AU2630  HISTORY     - Date     Condition        Report By
 AU2630  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2630  HISTORY     - 1947     GOOD             CGS
 AU2630  HISTORY     - 1955     GOOD             CGS
 AU2630
 AU2630                          STATION DESCRIPTION
 AU2630
 AU2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2630'THE STATION IS THE BLACK STEEL WATER TANK ON AVERY ISLAND.
 AU2630
 AU2630                          STATION RECOVERY (1947)
 AU2630
 AU2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2630'STATION RECOVERED AS DESCRIBED.  VERIFICATION THAT THE EXISTING
 AU2630'TANK IS THE SAME ONE IN THE SAME POSITION WAS OBTAINED FROM
 AU2630'THE INTERNATIONAL SALT COMPANY MANAGER AT THE PLANT.
 AU2630
 AU2630                          STATION RECOVERY (1955)
 AU2630
 AU2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2630'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AU2630'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2631 ***********************************************************************
 AU2631  DESIGNATION -  AVERY RM 2
 AU2631  PID         -  AU2631
 AU2631  STATE/COUNTY-  LA/IBERIA
 AU2631  USGS QUAD   -  DELCAMBRE (1994)
 AU2631
 AU2631                         *CURRENT SURVEY CONTROL
 AU2631  ___________________________________________________________________
 AU2631* NAD 83(1992)-  29 54 14.92215(N)    091 54 09.25025(W)     ADJUSTED  
 AU2631* NAVD 88     -        48.9  **(meters)     160.   **(feet)  VERTCON   
 AU2631  **This station is located in a subsidence area (see below).
 AU2631  ___________________________________________________________________
 AU2631  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU2631  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AU2631
 AU2631  HORZ ORDER  -  FIRST
 AU2631
 AU2631.The horizontal coordinates were established by classical geodetic methods
 AU2631.and adjusted by the National Geodetic Survey in January 1993..
 AU2631
 AU2631 ** The orthometric height has not been validated since last determined
 AU2631 ** by differential leveling and should not be used for control purposes.
 AU2631 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2631 ** area with valid NAVD 88 orthometric heights.
 AU2631 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2631 ** epoch indicated which incorporates improved geoid heights for the
 AU2631 ** Southern Louisiana Subsidence area.
 AU2631 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2631
 AU2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2631
 AU2631.The geoid height was determined by GEOID03.
 AU2631
 AU2631;                    North         East     Units Scale Factor Converg.
 AU2631;SPC LA S     -   155,778.059   945,028.042   MT  0.99992716   -0 17 04.7
 AU2631;SPC LA S     -   511,081.85  3,100,479.50   sFT  0.99992716   -0 17 04.7
 AU2631;UTM  15      - 3,308,669.825   605,949.486   MT  0.99973850   +0 32 49.8
 AU2631
 AU2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2631!SPC LA S     -   0.99999650  x   0.99992716  =   0.99992366
 AU2631!UTM  15      -   0.99999650  x   0.99973850  =   0.99973500
 AU2631
 AU2631|---------------------------------------------------------------------|
 AU2631| PID    Reference Object                     Distance      Geod. Az  |
 AU2631|                                                           dddmmss.s |
 AU2631| CV8706 AVERY RM 3                           21.422 METERS 04533     |
 AU2631| AU2629 AVERY                                18.977 METERS 11709     |
 AU2631| AU2622 WEEKS ISLAND MICROWAVE              APPROX.12.9 KM 1342939.3 |
 AU2631| AU1797 WEEKS 2                             APPROX.14.2 KM 1392253.0 |
 AU2631| AU2623 WEEKS ISLAND MORTON SALT STACK      APPROX.14.0 KM 1411136.7 |
 AU2631| AV0593 ERATH MUNICIPAL TANK 1974           APPROX.13.6 KM 2931059.8 |
 AU2631|---------------------------------------------------------------------|
 AU2631
 AU2631                          SUPERSEDED SURVEY CONTROL
 AU2631
 AU2631  NAD 83(1986)-  29 54 14.94290(N)    091 54 09.24398(W) AD(       ) 1
 AU2631  NAD 27      -  29 54 14.20057(N)    091 54 08.81065(W) AD(       ) 1
 AU2631  NGVD 29 (07/19/86)   48.9    (m)          160.     (f) VERT ANG       
 AU2631
 AU2631.Superseded values are not recommended for survey control.
 AU2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2631.See file dsdata.txt to determine how the superseded data were derived.
 AU2631
 AU2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0594908670(NAD 83)
 AU2631_MARKER: DS = TRIANGULATION STATION DISK
 AU2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2631
 AU2631  HISTORY     - Date     Condition        Report By
 AU2631  HISTORY     - 1969     MONUMENTED       CGS
 AU2631  HISTORY     - 1974     GOOD             NGS
 AU2631
 AU2631                          STATION DESCRIPTION
 AU2631
 AU2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2631'THE STATION IS ABOUT 14-1/2 MILES SOUTH-SOUTHEAST OF ABBEVILLE, 14
 AU2631'MILES WEST OF JEANERETTE AND 9 MILES SOUTHWEST OF NEW IBERIA, ON A
 AU2631'DOME SHAPED SUMMIT KNOWN AS PROSPECT HILL, THE HIGHEST POINT ON
 AU2631'AVERY ISLAND, ON LAND OWNED BY THE MCILHENNY COMPANY.
 AU2631'
 AU2631'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 AU2631'HIGHWAYS 14 AND 329, ABOUT 2 MILES SOUTHWEST OF NEW IBERIA, GO
 AU2631'SOUTHWEST ON HIGHWAY 329 FOR 6.0 MILES TO THE GUARD HOUSE AT THE
 AU2631'ENTRANCE TO AVERY ISLAND, CONTINUE SOUTHERLY ON PAVED ROAD FOR 0.3
 AU2631'MILE TO A SIDE ROAD LEFT.  TURN LEFT, CROSS RAILROAD TRACK AND GO
 AU2631'EAST FOR 0.15 MILE TO FORKS.  TAKE THE LEFT FORK, MAIN ROAD FOR 0.5
 AU2631'MILE TO A SIDE ROAD RIGHT AT A CONCRETE CULVERT.  TURN RIGHT AND
 AU2631'GO 0.15 MILE TO A FORK, TAKE THE LEFT FORK, MAIN ROAD FOR 0.1 MILE
 AU2631'TO A FORK, TAKE THE RIGHT FORK, MAIN ROAD FOR 0.15 MILE TO
 AU2631'FORK AND SIGN PROSPECT HILL.  TAKE THE RIGHT FORK AND GO UPHILL ON
 AU2631'A GRAVELED DRIVE FOR 0.15 MILE TO A CONCRETE RESERVOIR AND THE
 AU2631'STATION ON THE LEFT.
 AU2631'
 AU2631'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AVERY NO 2 1931, SET IN
 AU2631'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 AU2631'ABOVE THE SURFACE OF THE GROUND.  IT IS 76 FEET WEST OF A POWER POLE
 AU2631'WITH TRANSFORMER, 47.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 AU2631'THE CONCRETE RESERVOIR AND 27.5 FEET NORTHEAST OF THE
 AU2631'NORTHWEST CORNER OF THE CONCRETE RESERVOIR.
 AU2631'
 AU2631'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AVERY NO 3 1931 1969, SET
 AU2631'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2631'WITH THE SURFACE OF THE GROUND.  IT IS 77.5 FEET NORTH-NORTHEAST OF
 AU2631'THE NORTHEAST CORNER OF THE RESERVOIR, 56 FEET SOUTHWEST OF A
 AU2631'30-INCH TREE, 49.5 FEET NORTHWEST OF THE POWER POLE WITH TRANSFORMER
 AU2631'AND 27 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE GRAVELED DRIVE.
 AU2631'
 AU2631'THE 1931 STATION MARK IS A STANDARD STATION MARK DISK STAMPED AVERY
 AU2631'1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 AU2631'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 41 FEET
 AU2631'SOUTH-SOUTHWEST OF THE POWER POLE WITH TRANSFORMER, 41 FEET
 AU2631'NORTHEAST OF THE SOUTHEAST CORNER OF THE RESERVOIR, 38.5 FEET
 AU2631'SOUTHEAST OF THE NORTHEAST CORNER OF THE RESERVOIR AND 9 FEET WEST
 AU2631'OF THE CENTER OF THE GRAVELED DRIVE.
 AU2631'
 AU2631'NOTE--NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 AU2631'
 AU2631'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 AU2631
 AU2631                          STATION RECOVERY (1974)
 AU2631
 AU2631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU2631'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION WITH THE
 AU2631'EXCEPTION OF REFERENCE MARK 1 WHICH WAS NOT FOUND.  THE DIRECTION
 AU2631'FROM REFERENCE MARK 3 AND AVERY 1931 DID NOT CHECK.  IT WAS FOUND
 AU2631'TO BE 5 MINUTES AND 16 SECONDS GREATER THAN THE 1969 DATA.  ALL
 AU2631'DISTANCES TO THE REFERENCE MARKS CHECKED WITH THE 1969 DATA.  DUE TO
 AU2631'THESE CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AU2631'
 AU2631'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF ABBEVILLE,
 AU2631'9 MILES SOUTHWEST OF NEW IBERIA AND ON A SALT DEPOSIT HILL OWNED BY
 AU2631'THE MCILHENNY COMPANY.  MR. WALTER S. MCILHENNYS PHONE NUMBER IS
 AU2631'364-8184.
 AU2631'
 AU2631'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 AU2631'HIGHWAYS 14 AND 329, ABOUT 2 MILES SOUTHWEST OF NEW IBERIA, GO
 AU2631'SOUTHWEST ON STATE HIGHWAY 329 FOR 6 MILES TO A GUARD HOUSE AT THE
 AU2631'ENTRANCE TO AVERY ISLAND.  CONTINUE SOUTHERLY ON A PAVED ROAD FOR
 AU2631'0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT, CROSS RAILROAD TRACKS,
 AU2631'AND GO EAST FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.5
 AU2631'MILE TO A FORK, TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD FOR 0.15
 AU2631'MILE TO A FORK AND A SIGN THAT READS PROSPECT HILL.  BEAR RIGHT AND
 AU2631'FOLLOW THE MAIN ROAD UP HILL ON A GRAVEL DRIVE FOR 0.15 MILE TO THE
 AU2631'STATION AND A CONCRETE RESERVOIR AS DESCRIBED.
 AU2631'
 AU2631'STATION MARK, STAMPED AVERY NO 2 1931, IS A STANDARD REFERENCE DISK
 AU2631'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 AU2631'IS 76 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 47.5 FEET
 AU2631'NORTHWEST OF THE NORTHEAST CORNER OF THE RESERVOIR AND 27.5 FEET
 AU2631'NORTHEAST OF THE NORTHWEST CORNER OF THE RESERVOIR.
 AU2631'
 AU2631'AVERY, STAMPED AVERY 1931, ARE BOTH STANDARD DISKS.  THE UNDERGROUND
 AU2631'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE.  THE SURFACE MARK IS
 AU2631'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 AU2631'IT IS 41.1 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE
 AU2631'RESERVOIR, 41 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER AND
 AU2631'9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESERVOIR.
 AU2631'
 AU2631'REFERENCE MARK 3, STAMPED AVERY NO 3 1931 1969, IS A STANDARD DISK
 AU2631'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 AU2631'IS 77.4 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 AU2631'RESERVOIR, 56 FEET SOUTHWEST OF A 30-INCH TREE, 49.6 FEET
 AU2631'NORTHWEST OF THE POWER POLE AND 27 FEET NORTHWEST OF THE NORTHWEST
 AU2631'EDGE OF THE GRAVEL DRIVE.
 AU2631'
 AU2631'NOTE--NO SUITABLE PLACE FOR A LONG REFERENCE OR AZIMUTH MARK.
 AU2631'
 AU2631'HEIGHT OF LIGHT ABOVE STATION MARK 64 FEET.
 AU2631'
 AU2631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTHWEST
 AU2631'OF NEW IBERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2338 ***********************************************************************
 AU2338  DESIGNATION -  AVOCA
 AU2338  PID         -  AU2338
 AU2338  STATE/COUNTY-  LA/ST MARY
 AU2338  USGS QUAD   -  AMELIA (1994)
 AU2338
 AU2338                         *CURRENT SURVEY CONTROL
 AU2338  ___________________________________________________________________
 AU2338* NAD 83(1992)-  29 38 11.54577(N)    091 06 49.69036(W)     ADJUSTED  
 AU2338* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2338  **This station is located in a subsidence area (see below).
 AU2338  ___________________________________________________________________
 AU2338  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2338  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AU2338
 AU2338  HORZ ORDER  -  FIRST
 AU2338
 AU2338.The horizontal coordinates were established by classical geodetic methods
 AU2338.and adjusted by the National Geodetic Survey in January 1993..
 AU2338
 AU2338 ** The orthometric height has not been validated since last determined
 AU2338 ** by differential leveling and should not be used for control purposes.
 AU2338 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2338 ** area with valid NAVD 88 orthometric heights.
 AU2338 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2338 ** epoch indicated which incorporates improved geoid heights for the
 AU2338 ** Southern Louisiana Subsidence area.
 AU2338 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2338.The orthometric height was scaled from a topographic map.
 AU2338
 AU2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2338
 AU2338.The geoid height was determined by GEOID03.
 AU2338
 AU2338;                    North         East     Units Scale Factor Converg.
 AU2338;SPC LA S     -   126,000.233 1,021,257.273   MT  0.99994583   +0 06 35.2
 AU2338;SPC LA S     -   413,385.76  3,350,574.90   sFT  0.99994583   +0 06 35.2
 AU2338;UTM  15      - 3,279,998.781   682,595.580   MT  1.00001140   +0 55 58.7
 AU2338
 AU2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2338!SPC LA S     -   1.00000385  x   0.99994583  =   0.99994968
 AU2338!UTM  15      -   1.00000385  x   1.00001140  =   1.00001525
 AU2338
 AU2338|---------------------------------------------------------------------|
 AU2338| PID    Reference Object                     Distance      Geod. Az  |
 AU2338|                                                           dddmmss.s |
 AU2338| CV8707 AVOCA RM 1                           86.445 METERS 00245     |
 AU2338| AU2335 AMELIA ST ANDREWS CH CROSS          APPROX. 5.7 KM 0131332.1 |
 AU2338| CV8708 AVOCA RM 2                          APPROX. 0.7 KM 0735512.4 |
 AU2338| AU2347 AVOCA IS ATCHA BAY OIL DERRICK      APPROX. 6.1 KM 2655935.5 |
 AU2338| AU2377 PATTERSON MUNICIPAL TANK            APPROX.19.5 KM 2901912.2 |
 AU2338| AU2351 AVOCA IS DRAINAGE CO STACK          APPROX. 8.9 KM 2910324.9 |
 AU2338| CV8709 AVOCA RM 3                           25.580 METERS 29317     |
 AU2338| AU2389 HARRY WILLIAMS SAWMILL TANK         APPROX.19.8 KM 2934030.1 |
 AU2338| AU2388 HARRY WILLIAMS SAWDUST BURNER       APPROX.19.7 KM 2934416.2 |
 AU2338| AU2387 IDLEWILD PLANTATION WATER TK        APPROX.16.2 KM 3023731.9 |
 AU2338| AU2352 MORGAN CITY GULF STEEL DERRICK      APPROX.11.0 KM 3031603.4 |
 AU2338| AU2353 MORGAN CITY MUNICIPAL TANK          APPROX.11.2 KM 3051256.8 |
 AU2338| AU2375 MORGAN CITY SACRED HEART CH         APPROX.10.9 KM 3053009.6 |
 AU2338| AU2372 MORGAN CITY PEOPLES ICE CO TK       APPROX.12.0 KM 3063154.6 |
 AU2338| AU2373 MORGAN CITY WATER WORKS STACK       APPROX.12.7 KM 3082422.5 |
 AU2338| AU2369 TEXACO SHOOKMILL WATER TANK         APPROX. 7.8 KM 3161053.6 |
 AU2338|---------------------------------------------------------------------|
 AU2338
 AU2338                          SUPERSEDED SURVEY CONTROL
 AU2338
 AU2338  NAD 83(1986)-  29 38 11.57090(N)    091 06 49.68920(W) AD(       ) 1
 AU2338  NAD 27      -  29 38 10.81400(N)    091 06 49.32700(W) AD(       ) 1
 AU2338
 AU2338.Superseded values are not recommended for survey control.
 AU2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2338.See file dsdata.txt to determine how the superseded data were derived.
 AU2338
 AU2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8259679999(NAD 83)
 AU2338_MARKER: DS = TRIANGULATION STATION DISK
 AU2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2338
 AU2338  HISTORY     - Date     Condition        Report By
 AU2338  HISTORY     - 1931     MONUMENTED       CGS
 AU2338  HISTORY     - 1934     GOOD             CGS
 AU2338  HISTORY     - 1934     GOOD             CGS
 AU2338  HISTORY     - 1934     GOOD             CGS
 AU2338  HISTORY     - 1947     GOOD             CGS
 AU2338  HISTORY     - 1948     GOOD             CGS
 AU2338  HISTORY     - 1964     GOOD             CGS
 AU2338  HISTORY     - 1964     GOOD             CGS
 AU2338
 AU2338                          STATION DESCRIPTION
 AU2338
 AU2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2338'STATION IS ABOUT 7 MILES SE OF MORGAN CITY, ON AVOCA ISLAND, S OF
 AU2338'BAYOU BOEUF, ON LAND OWNED BY E.A. PHARR, WHO LIVES JUST S OF
 AU2338'THE AVOCA BRIDGE, 2 MILES FROM MORGAN CITY.  TO REACH THE STATION
 AU2338'FROM THE E BY U.S. HIGHWAY 90, GO TO CROSS ROAD JUST E OF BAYOU
 AU2338'BOEUF BRIDGE, TURN S ALONG THIS CROSS ROAD ALONG THE E SIDE OF
 AU2338'BAYOU, AND GO 2.3 MILES TO STATION SITE, WHICH IS 0.7 MILE SW OF
 AU2338'BRIDGE OVER BAYOU CHENE.  STATION IS IN E CORNER OF LOT, ABOUT
 AU2338'30 FEET N OF ROAD, 15 FEET N OF E-W FENCE LINE, AND 15 FEET W
 AU2338'OF A N-S FENCE LINE.  THE N-S FENCE PARALLELS A SMALL DITCH AND
 AU2338'PLANTATION ROAD.
 AU2338'
 AU2338'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2338'DISKS SET IN CONCRETE.
 AU2338'
 AU2338'SURFACE MARK PROJECTS 6 INCHES.
 AU2338'
 AU2338'REFERENCE MARK NO. 1 IS AT A FENCE CORNER ABOUT 100 YARDS N OF
 AU2338'ROAD, IN ABOVE MENTIONED N-S FENCE LINE, ABOUT 150 YARDS S OF
 AU2338'BAYOU BLACK, AND 283.61 FEET FROM STATION N 2 DEG 45 MIN E.
 AU2338'
 AU2338'REFERENCE MARK NO. 2 IS 20 FEET N OF ROAD, AT FENCE CORNER 0.3
 AU2338'MILE SW OF BAYOU CHENE BRIDGE, AND 0.4 MILE FROM STATION
 AU2338'N 73 DEG 55 MIN E.
 AU2338
 AU2338                          STATION RECOVERY (1934)
 AU2338
 AU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU2338'STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN
 AU2338'GOOD CONDITION.  ADDITIONAL DESCRIPTION AS FOLLOWS--BAYOU CHENE
 AU2338'BRIDGE HAS BEEN ABANDONED AND IT IS NECESSARY TO REACH STATION
 AU2338'FROM THE W FROM MORGAN CITY.  LEAVING MORGAN CITY FOLLOW OLD
 AU2338'HIGHWAY 90 WHICH RUNS PARALLEL TO RAILROAD TO MORGAN CITY
 AU2338'CEMETERY, TURN RIGHT ACROSS RAILROAD TRACKS AND CROSS BAYOU
 AU2338'BOEUF BRIDGE.  TURN SHARP LEFT AT S END OF BRIDGE AND FOLLOW
 AU2338'SHELL ROAD TO STATION WHICH IS 0.7 MILE SW OF OLD BAYOU CHENE
 AU2338'BRIDGE.
 AU2338
 AU2338                          STATION RECOVERY (1934)
 AU2338
 AU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2338'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2338'CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 AU2338
 AU2338                          STATION RECOVERY (1934)
 AU2338
 AU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AU2338'STATION IS ABOUT 7 MILES SE OF MORGAN CITY S OF BAYOU BOEUF ON
 AU2338'AVOCA ISLAND, IN THE E CORNER OF A LOT ON LAND BELONGING TO
 AU2338'E.A. PHARR WHO LIVES JUST S OF THE AVOCA BRIDGE 2 MILES FROM
 AU2338'MORGAN CITY, ABOUT 30 FEET N OF A ROAD, 15 FEET N OF AN E-W
 AU2338'FENCE LINE, AND 15 FEET W OF A N-S FENCE LINE.  THE N-S FENCE
 AU2338'PARALLELS A SMALL DITCH AND A PLANTATION ROAD.
 AU2338'
 AU2338'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2338'SET IN CONCRETE.
 AU2338'THE STATION MARK PROJECTS 6 INCHES ABOVE THE GROUND.
 AU2338'
 AU2338'REFERENCE MARK NO. 1 IS AT A FENCE CORNER IN THE N-S FENCE LINE,
 AU2338'ABOUT 100 YARDS N OF A ROAD, ABOUT 150 YARDS S OF BAYOU BLACK,
 AU2338'AND 283.61 FEET (86.44 METERS) FROM THE STATION N 2 DEG 45 MIN E.
 AU2338'
 AU2338'REFERENCE MARK NO. 2, USED AS AN AZIMUTH MARK, IS 20 FEET N OF
 AU2338'A ROAD, AT A FENCE CORNER, 0.3 MILE SW OF THE BAYOU CHENE BRIDGE,
 AU2338'AND 0.4 MILE FROM THE STATION N 73 DEG 55 MIN E.
 AU2338
 AU2338                          STATION RECOVERY (1947)
 AU2338
 AU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2338'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE ORIGINAL
 AU2338'DESCRIPTION IS ADEQUATE.
 AU2338'
 AU2338'REFERENCE MARK 1 WAS NOT RECOVERED.  IT IS BELIEVED THAT THE
 AU2338'MARK IS BURIED UNDER A FURROW OF THE RICE FIELD.
 AU2338'
 AU2338'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AU2338
 AU2338                          STATION RECOVERY (1948)
 AU2338
 AU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2338'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AU2338'AS DESCRIBED IN THE 1931 RECOVERY NOTE.
 AU2338'
 AU2338'MINOR CHANGES IN THE VICINITY OF THE STATION REQUIRE THE
 AU2338'FOLLOWING SUBSTITUTION IN THE ORIGINAL DESCRIPTION--
 AU2338'
 AU2338'THE FENCES HAVE ALMOST DISAPPEARED, BUT THE OLD LINES CAN BE
 AU2338'TRACED.
 AU2338'
 AU2338'STATION IS 22.7 FEET W OF OLD N-S FENCE LINE, 17.0 FEET N OF OLD
 AU2338'E-W FENCE LINE, AND 38.3 FEET N OF CENTER LINE OF SHELL ROAD.
 AU2338'
 AU2338'R.M. 1 IS 11.8 FEET W OF A N-S DITCH THAT PARALLELS THE N-S
 AU2338'FENCE LINE.  IT PROJECTS 2 INCHES AND THE MONUMENT HAS BEEN
 AU2338'CHIPPED AWAY.
 AU2338'
 AU2338'R.M. 2 IS UNDER THE W SIDE OF A N-S FENCE LINE, 1 FOOT N OF
 AU2338'THE SW CORNER OF THE FENCE, AND 22 FEET N OF THE CENTER LINE OF
 AU2338'THE SHELL ROAD.
 AU2338
 AU2338                          STATION RECOVERY (1964)
 AU2338
 AU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 AU2338'THE STATION WAS VISITED 11-2-64 AND THE STATION UNDERGROUND MARK
 AU2338'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  THE
 AU2338'STATION SURFACE MARK WAS FOUND UPROOTED AND LYING ON THE TOP
 AU2338'OF THE GROUND.  REFERENCE MARK NO. 2 WAS SEARCHED FOR A ND NOT
 AU2338'FOUND AT THIS DATE.  THE MONUMENT WAS THEN PLUMBED IN OVER THE
 AU2338'UNDERGROUND MARK SO THE SURFACE MARK WAS DIRECTLY ABOVE THE
 AU2338'UNDERGROUND MARK, AND REINFORCED WITH CONCRETE.  THE DISK WAS
 AU2338'STAMPED 1964.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 AU2338'DATE.  A NEW DESCRIPTION FOLLOWS--
 AU2338'
 AU2338'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF MORGAN CITY,
 AU2338'0.7 MILE SOUTHWEST OF THE JUNCTION OD BAYOU BEOUF AND BAYOU CHENE,
 AU2338'AT THE SOUTHEAST END OF AVACA ISLAND, AT A SHARPE CURVE IN
 AU2338'A GRAVELED ROAD WHICH PARALLELS BAYOU BEOUF, AND ABOUT 200 YARDS
 AU2338'SOUTH OF BAYOU BEOUF.  IT IS 39 FEET NORTH OF THE CENTER OF A
 AU2338'GRAVELED ROAD, 24 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 AU2338'DITCH, 100 FEET EAST OF POWER POLE NO. 44, 17 FEET SOUTH OF THE
 AU2338'CENTER OF A PWER LINE, ABOUT 100 FEET NORTHWEST OF THE SHARPE
 AU2338'BEND IN THE ROAD AND ABOUT 2 FEET NORTHEAST OF A METAL
 AU2338'WITNESS POST.  IT IS A STANDARD DISK, STAMPED AVACA 1931 1964.
 AU2338'
 AU2338'REFERENCE MARK NO. 1 IS 283.61 FEET NORTH OF THE STATION AND
 AU2338'ABOUT 125 YARDS SOUTH OF THE SOUTH EDGE OF BAYOU BEOUF, 3 FEET
 AU2338'WEST OF THE WEST BANK OF THE NORTH-SOUTH DITCH, AND 1 FOOT WEST
 AU2338'OF THE METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED AVACA
 AU2338'NO 1 1931, FLUSH WITH THE GROUND.
 AU2338'
 AU2338'REFERENCE MARK NO. 3 IS 83.92 FEET WEST OF THE STATION, 33 FEET
 AU2338'NORTH OF THE CENTER OF THE ROAD, 16 FEET EAST OF POWER POLE NO.
 AU2338'44, 108 FEET WEST OF THE CENTER OF THE NORTH-SOUTH DITCH, AND
 AU2338'1.5 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK,
 AU2338'STAMPED AVACA NO 3 1931 1964, PROJECTING 4 INCHES.
 AU2338'
 AU2338'TO REACH THE STATION FROM MORGAN CITY, GO EAST ON OLD U.S.
 AU2338'HIGHWAY 90 TO THE MORGAN CITY CEMETERY, TURN RIGHT AND GO SOUTH TO
 AU2338'BAYOU BEOUF, CROSS BAYOU BEOUF ON THE FERRY AND THEN TURN LEFT
 AU2338'AND GO SOUTHEAST ALONG THE SOUTH SIDE OF THE BAYOU FOR 6.5 MILES
 AU2338'TO THE STATION ON THE LEFT, AT THE CURVE IN THE ROAD.
 AU2338'
 AU2338'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2338
 AU2338                          STATION RECOVERY (1964)
 AU2338
 AU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEG)
 AU2338'STATION MARK FOUND IN GOOD CONDITION, BUT NEEDS RESETTING.
 AU2338'IT HAS BEEN REMOVED FROM GROUND AND IS LAYING ON SIDE NEAR SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2347 ***********************************************************************
 AU2347  DESIGNATION -  AVOCA IS ATCHA BAY OIL DERRICK
 AU2347  PID         -  AU2347
 AU2347  STATE/COUNTY-  LA/ST MARY
 AU2347  USGS QUAD   -  MORGAN CITY (1994)
 AU2347
 AU2347                         *CURRENT SURVEY CONTROL
 AU2347  ___________________________________________________________________
 AU2347* NAD 83(1992)-  29 37 57.68077(N)    091 10 35.38868(W)     ADJUSTED  
 AU2347* NAVD 88     -                                                        
 AU2347  **This station is located in a subsidence area (see below).
 AU2347  ___________________________________________________________________
 AU2347  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2347  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AU2347
 AU2347  HORZ ORDER  -  THIRD
 AU2347
 AU2347.The horizontal coordinates were established by classical geodetic methods
 AU2347.and adjusted by the National Geodetic Survey in January 1993..
 AU2347
 AU2347 ** The orthometric height has not been validated since last determined
 AU2347 ** by differential leveling and should not be used for control purposes.
 AU2347 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2347 ** area with valid NAVD 88 orthometric heights.
 AU2347 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2347 ** epoch indicated which incorporates improved geoid heights for the
 AU2347 ** Southern Louisiana Subsidence area.
 AU2347 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2347
 AU2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2347
 AU2347.The geoid height was determined by GEOID03.
 AU2347
 AU2347;                    North         East     Units Scale Factor Converg.
 AU2347;SPC LA S     -   125,563.374 1,015,187.164   MT  0.99994626   +0 04 42.3
 AU2347;SPC LA S     -   411,952.50  3,330,659.89   sFT  0.99994626   +0 04 42.3
 AU2347;UTM  15      - 3,279,474.719   676,532.061   MT  0.99998453   +0 54 06.6
 AU2347
 AU2347                          SUPERSEDED SURVEY CONTROL
 AU2347
 AU2347  NAD 83(1986)-  29 37 57.70552(N)    091 10 35.38880(W) AD(       ) 4
 AU2347  NAD 27      -  29 37 56.94900(N)    091 10 35.01400(W) AD(       ) 3
 AU2347
 AU2347.Superseded values are not recommended for survey control.
 AU2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2347.See file dsdata.txt to determine how the superseded data were derived.
 AU2347
 AU2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7653279475(NAD 83)
 AU2347_MARKER: 67 = OIL DERRICK
 AU2347
 AU2347  HISTORY     - Date     Condition        Report By
 AU2347  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2347
 AU2347                          STATION DESCRIPTION
 AU2347
 AU2347'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2351 ***********************************************************************
 AU2351  DESIGNATION -  AVOCA IS DRAINAGE CO STACK
 AU2351  PID         -  AU2351
 AU2351  STATE/COUNTY-  LA/ST MARY
 AU2351  USGS QUAD   -  MORGAN CITY (1994)
 AU2351
 AU2351                         *CURRENT SURVEY CONTROL
 AU2351  ___________________________________________________________________
 AU2351* NAD 83(1992)-  29 39 54.82966(N)    091 11 57.15276(W)     ADJUSTED  
 AU2351* NAVD 88     -                                                        
 AU2351  **This station is located in a subsidence area (see below).
 AU2351  ___________________________________________________________________
 AU2351  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2351  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU2351
 AU2351  HORZ ORDER  -  THIRD
 AU2351
 AU2351.The horizontal coordinates were established by classical geodetic methods
 AU2351.and adjusted by the National Geodetic Survey in January 1993..
 AU2351
 AU2351 ** The orthometric height has not been validated since last determined
 AU2351 ** by differential leveling and should not be used for control purposes.
 AU2351 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2351 ** area with valid NAVD 88 orthometric heights.
 AU2351 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2351 ** epoch indicated which incorporates improved geoid heights for the
 AU2351 ** Southern Louisiana Subsidence area.
 AU2351 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2351
 AU2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2351
 AU2351.The geoid height was determined by GEOID03.
 AU2351
 AU2351;                    North         East     Units Scale Factor Converg.
 AU2351;SPC LA S     -   129,167.476 1,012,983.617   MT  0.99994279   +0 04 01.4
 AU2351;SPC LA S     -   423,776.96  3,323,430.42   sFT  0.99994279   +0 04 01.4
 AU2351;UTM  15      - 3,283,046.888   674,276.837   MT  0.99997476   +0 53 29.4
 AU2351
 AU2351                          SUPERSEDED SURVEY CONTROL
 AU2351
 AU2351  NAD 83(1986)-  29 39 54.85348(N)    091 11 57.14944(W) AD(       ) 4
 AU2351  NAD 27      -  29 39 54.10200(N)    091 11 56.78100(W) AD(       ) 3
 AU2351
 AU2351.Superseded values are not recommended for survey control.
 AU2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2351.See file dsdata.txt to determine how the superseded data were derived.
 AU2351
 AU2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7427783047(NAD 83)
 AU2351_MARKER: 63 = STACK
 AU2351
 AU2351  HISTORY     - Date     Condition        Report By
 AU2351  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2351  HISTORY     - 1947     GOOD             CGS
 AU2351  HISTORY     - 1957     GOOD             CGS
 AU2351
 AU2351                          STATION DESCRIPTION
 AU2351
 AU2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2351'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON
 AU2351'AVOCA ISLAND, ABOUT 1-1/2 MILES FROM BAYOU BOEUF ON THE
 AU2351'E SIDE OF BAYOU SHAFFER, AND 30 METERS E OF THE E BANK.
 AU2351
 AU2351                          STATION RECOVERY (1957)
 AU2351
 AU2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2351'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AU2351'BY R.A.G. IN 1947 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3241 ***********************************************************************
 AU3241  DESIGNATION -  AVOCA ISLAND BORE HOLE 10
 AU3241  PID         -  AU3241
 AU3241  STATE/COUNTY-  LA/TERREBONNE
 AU3241  USGS QUAD   -  MORGAN CITY SW (1994)
 AU3241
 AU3241                         *CURRENT SURVEY CONTROL
 AU3241  ___________________________________________________________________
 AU3241* NAD 83(1992)-  29 32 06.18854(N)    091 13 45.25143(W)     ADJUSTED  
 AU3241* NAVD 88     -         1.33   (+/-2cm)       4.4  **(feet)  VERTCON   
 AU3241  **This station is located in a subsidence area (see below).
 AU3241  ___________________________________________________________________
 AU3241  X           -    -119,143.833 (meters)                     COMP
 AU3241  Y           -  -5,552,545.313 (meters)                     COMP
 AU3241  Z           -   3,125,623.772 (meters)                     COMP
 AU3241  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3241  ELLIP HEIGHT-         -24.38  (meters)          (07/18/02) GPS OBS
 AU3241  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AU3241
 AU3241  HORZ ORDER  -  FIRST
 AU3241  VERT ORDER  -  THIRD ? (See Below)
 AU3241  ELLP ORDER  -  FOURTH    CLASS II
 AU3241
 AU3241.The horizontal coordinates were established by GPS observations
 AU3241.and adjusted by the National Geodetic Survey in January 1993..
 AU3241
 AU3241 ** The orthometric height has not been validated since last determined
 AU3241 ** by differential leveling and should not be used for control purposes.
 AU3241 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3241 ** area with valid NAVD 88 orthometric heights.
 AU3241 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3241 ** epoch indicated which incorporates improved geoid heights for the
 AU3241 ** Southern Louisiana Subsidence area.
 AU3241 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3241.The vertical order pertains to the NGVD 29 superseded value.
 AU3241
 AU3241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3241
 AU3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3241
 AU3241.The ellipsoidal height was determined by GPS observations
 AU3241.and is referenced to NAD 83.
 AU3241
 AU3241.The geoid height was determined by GEOID03.
 AU3241
 AU3241;                    North         East     Units Scale Factor Converg.
 AU3241;SPC LA S     -   114,735.493 1,010,089.985   MT  0.99995857   +0 03 07.4
 AU3241;SPC LA S     -   376,428.03  3,313,936.89   sFT  0.99995857   +0 03 07.4
 AU3241;UTM  15      - 3,268,574.571   671,590.682   MT  0.99996331   +0 52 23.2
 AU3241
 AU3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3241!SPC LA S     -   1.00000383  x   0.99995857  =   0.99996240
 AU3241!UTM  15      -   1.00000383  x   0.99996331  =   0.99996714
 AU3241
 AU3241                          SUPERSEDED SURVEY CONTROL
 AU3241
 AU3241  ELLIP H (01/21/93)  -24.33   (m)                       GP(       ) 4 2
 AU3241  NAD 83(1986)-  29 32 06.21044(N)    091 13 45.24879(W) AD(       ) 1
 AU3241  NGVD 29 (04/21/89)    1.42   (m)            4.7    (f) LEVELING    3  
 AU3241
 AU3241.Superseded values are not recommended for survey control.
 AU3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3241.See file dsdata.txt to determine how the superseded data were derived.
 AU3241
 AU3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7159168575(NAD 83)
 AU3241_MARKER: I = METAL ROD
 AU3241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3241_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3241+STABILITY: SURFACE MOTION
 AU3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3241+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3241
 AU3241  HISTORY     - Date     Condition        Report By
 AU3241  HISTORY     - 1986     MONUMENTED       USE
 AU3241
 AU3241                          STATION DESCRIPTION
 AU3241
 AU3241'DESCRIBED BY US ENGINEERS 1986 (JDR)
 AU3241'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF MORGAN CITY AND ON THE
 AU3241'EXTREME END OF THE LEVEE ON AVOCA ISLAND.
 AU3241'
 AU3241'THE STATION IS A 1 INCH DIAMETER STEEL ROD IN A CONCRETE BASE.  IT IS
 AU3241'108.1 FEET EAST OF THE CENTER OF AVOCA ISLAND LEVEE, 100 FEET SOUTH OF
 AU3241'A TREE LINE AND 40.3 FEET SOUTHWEST OF A 16 INCH WILLOW TREE.
 AU3241'
 AU3241'TO BEACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND
 AU3241'MYRTLE ROAD AT MORGAN CITY AT THE POLICE STATION.  GO SOUTH ON MYRTLE
 AU3241'ROAD FOR 0.3 MILES TO A FERRY CROSSING.  CROSS RIVER ON FERRY.  EXIT
 AU3241'FERRY AND GO SOUTHWEST ON A SHELL ROAD FOR 5.3 MILES TO A FISH CAMP
 AU3241'AND END OF ROAD.  CONTINUE AHEAD ON A TRACK ROAD FOR 6.5 MILES TO THE
 AU3241'END OF LEVEE AND STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3242 ***********************************************************************
 AU3242  DESIGNATION -  AVOCA ISLAND BOREHOLE 5
 AU3242  PID         -  AU3242
 AU3242  STATE/COUNTY-  LA/ST MARY
 AU3242  USGS QUAD   -  MORGAN CITY (1994)
 AU3242
 AU3242                         *CURRENT SURVEY CONTROL
 AU3242  ___________________________________________________________________
 AU3242* NAD 83(1992)-  29 40 36.13436(N)    091 11 55.98342(W)     ADJUSTED  
 AU3242* NAVD 88     -         4.57   (+/-2cm)      15.0  **(feet)  VERTCON   
 AU3242  **This station is located in a subsidence area (see below).
 AU3242  ___________________________________________________________________
 AU3242  X           -    -116,040.134 (meters)                     COMP
 AU3242  Y           -  -5,544,855.065 (meters)                     COMP
 AU3242  Z           -   3,139,276.832 (meters)                     COMP
 AU3242  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU3242  ELLIP HEIGHT-         -21.26  (meters)          (07/18/02) GPS OBS
 AU3242  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AU3242
 AU3242  HORZ ORDER  -  FIRST
 AU3242  VERT ORDER  -  THIRD ? (See Below)
 AU3242  ELLP ORDER  -  FOURTH    CLASS II
 AU3242
 AU3242.The horizontal coordinates were established by GPS observations
 AU3242.and adjusted by the National Geodetic Survey in January 1993..
 AU3242
 AU3242 ** The orthometric height has not been validated since last determined
 AU3242 ** by differential leveling and should not be used for control purposes.
 AU3242 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3242 ** area with valid NAVD 88 orthometric heights.
 AU3242 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3242 ** epoch indicated which incorporates improved geoid heights for the
 AU3242 ** Southern Louisiana Subsidence area.
 AU3242 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3242.The vertical order pertains to the NGVD 29 superseded value.
 AU3242
 AU3242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3242
 AU3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3242
 AU3242.The ellipsoidal height was determined by GPS observations
 AU3242.and is referenced to NAD 83.
 AU3242
 AU3242.The geoid height was determined by GEOID03.
 AU3242
 AU3242;                    North         East     Units Scale Factor Converg.
 AU3242;SPC LA S     -   130,439.244 1,013,013.568   MT  0.99994165   +0 04 02.0
 AU3242;SPC LA S     -   427,949.42  3,323,528.68   sFT  0.99994165   +0 04 02.0
 AU3242;UTM  15      - 3,284,318.996   674,288.483   MT  0.99997481   +0 53 31.1
 AU3242
 AU3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3242!SPC LA S     -   1.00000334  x   0.99994165  =   0.99994499
 AU3242!UTM  15      -   1.00000334  x   0.99997481  =   0.99997815
 AU3242
 AU3242                          SUPERSEDED SURVEY CONTROL
 AU3242
 AU3242  ELLIP H (01/21/93)  -21.18   (m)                       GP(       ) 4 2
 AU3242  NAD 83(1986)-  29 40 36.15658(N)    091 11 55.98011(W) AD(       ) 1
 AU3242  NGVD 29 (04/21/89)    4.66   (m)           15.3    (f) LEVELING    3  
 AU3242
 AU3242.Superseded values are not recommended for survey control.
 AU3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3242.See file dsdata.txt to determine how the superseded data were derived.
 AU3242
 AU3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7428884319(NAD 83)
 AU3242_MARKER: I = METAL ROD
 AU3242_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3242_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3242+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3242
 AU3242  HISTORY     - Date     Condition        Report By
 AU3242  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3242
 AU3242                          STATION DESCRIPTION
 AU3242
 AU3242'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3242'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF MORGAN CITY.  ON THE
 AU3242'EAST SIDE OF SHAFEER BAYOU, ON TOP OF A LEVEE AND AT THE INTERSECTION
 AU3242'OF A SHELL ROAD AND OLD LOCATION ROAD.  AND ON AVOCA ISLAND.
 AU3242'
 AU3242'THE STATION IS AN STAINLESS STEEL ROD DRIVEN IN THE GROUND ABOUT
 AU3242'FLUSH.  IT IS ENCASED IN A WHITE PVC PIPE IN AN IRREGULAR MASS OF
 AU3242'CONCRETE.  IT IS 25.5 FEET WEST OF THE APPROXIMATE CENTER OF A SHELL
 AU3242'ROAD, 43.6 FEET NORTHWEST OF A 2 INCH PIPE GATE AND 43.3 FEET WEST OF
 AU3242'THE WEST EDGE OF A US ARMY CORPS OF ENGINEERS SIGN.
 AU3242'
 AU3242'TO BEACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND
 AU3242'MYRTLE STREET IN MORGAN CITY.  GO SOUTHERLY ON MYRTLE STEET FOR 0.55
 AU3242'MILE TO THE AVOCA ISLAND FERRY.  CROSS THE INTERCOASTAL WATERWAY, EXIT
 AU3242'THE FERRY, GO RIGHT ON SHELL ROAD TO THE LEFT OF A LARGE HOUSE FOR
 AU3242'0.15 MILE TO GATE.  CONTINUE AHEAD ON THE ROAD FOR 0.65 TO THE STATION
 AU3242'ON RIGHT AT TOP OF LEVEE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3243 ***********************************************************************
 AU3243  DESIGNATION -  AVOCA ISLAND CUT
 AU3243  PID         -  AU3243
 AU3243  STATE/COUNTY-  LA/ST MARY
 AU3243  USGS QUAD   -  MORGAN CITY SW (1994)
 AU3243
 AU3243                         *CURRENT SURVEY CONTROL
 AU3243  ___________________________________________________________________
 AU3243* NAD 83(1992)-  29 35 06.02006(N)    091 11 51.03149(W)     ADJUSTED  
 AU3243* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AU3243  **This station is located in a subsidence area (see below).
 AU3243  ___________________________________________________________________
 AU3243  X           -    -116,011.979 (meters)                     COMP
 AU3243  Y           -  -5,549,879.181 (meters)                     COMP
 AU3243  Z           -   3,130,439.977 (meters)                     COMP
 AU3243  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU3243  ELLIP HEIGHT-         -24.65  (meters)          (07/18/02) GPS OBS
 AU3243  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AU3243
 AU3243  HORZ ORDER  -  FIRST
 AU3243  ELLP ORDER  -  FOURTH    CLASS II
 AU3243
 AU3243.The horizontal coordinates were established by GPS observations
 AU3243.and adjusted by the National Geodetic Survey in January 1993..
 AU3243
 AU3243 ** The orthometric height has not been validated since last determined
 AU3243 ** by differential leveling and should not be used for control purposes.
 AU3243 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3243 ** area with valid NAVD 88 orthometric heights.
 AU3243 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3243 ** epoch indicated which incorporates improved geoid heights for the
 AU3243 ** Southern Louisiana Subsidence area.
 AU3243 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3243
 AU3243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3243
 AU3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3243
 AU3243.The ellipsoidal height was determined by GPS observations
 AU3243.and is referenced to NAD 83.
 AU3243
 AU3243.The geoid height was determined by GEOID03.
 AU3243
 AU3243;                    North         East     Units Scale Factor Converg.
 AU3243;SPC LA S     -   120,275.526 1,013,158.756   MT  0.99995191   +0 04 04.5
 AU3243;SPC LA S     -   394,603.95  3,324,005.02   sFT  0.99995191   +0 04 04.5
 AU3243;UTM  15      - 3,274,158.121   674,579.738   MT  0.99997607   +0 53 24.5
 AU3243
 AU3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3243!SPC LA S     -   1.00000387  x   0.99995191  =   0.99995578
 AU3243!UTM  15      -   1.00000387  x   0.99997607  =   0.99997994
 AU3243
 AU3243                          SUPERSEDED SURVEY CONTROL
 AU3243
 AU3243  ELLIP H (01/21/93)  -24.59   (m)                       GP(       ) 4 2
 AU3243  NAD 83(1986)-  29 35 06.04201(N)    091 11 51.02860(W) AD(       ) 1
 AU3243  NGVD 29 (04/21/89)    1.2    (m)            4.     (f) GPS OBS        
 AU3243
 AU3243.Superseded values are not recommended for survey control.
 AU3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3243.See file dsdata.txt to determine how the superseded data were derived.
 AU3243
 AU3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7458074158(NAD 83)
 AU3243_MARKER: I = METAL ROD
 AU3243_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3243_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3243+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3243
 AU3243  HISTORY     - Date     Condition        Report By
 AU3243  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3243
 AU3243                          STATION DESCRIPTION
 AU3243
 AU3243'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3243'THE STATION IS LOCATED ABOUT 8 AIRLINE MILES SOUTH OF MORGAN CITY, ON
 AU3243'LAND ACROSS AVOCA ISLAND AND IN AVOCA ISLAND CUT. BEACHED BY BOAT.
 AU3243'
 AU3243'TO BEACH THE STATION FOR AMELIA LOUISIANA, AT THE A J MARCEL
 AU3243'MEMORIAL BOAT DOCK AT BRIDGE ON US HIGHWAY 90 ACROSS BAYOU BEOUF.  GO
 AU3243'SOUTH ON BAYOU BEOUF FOR ABOUT 5 MILES TO ITS INTERSECTION WITH BAYOU
 AU3243'CHENE.  PROCEED WESTERLY ON BAYOU CHENE FOR ABOUT 8 MILES TO ITS
 AU3243'JUNCTION WITH AVOCA ISLAND CUT.  PROCEED SOUTHWEST IN AVOCA ISLAND CUT
 AU3243'FOR ABOUT 2 MILES TO A TIDE GAUGE ON LEFT AND STATION ON LEFT.
 AU3243'
 AU3243'THE STATION IS THE MOST SOUTH 1 OF 2 STAINLESS STEEL RODS DRIVEN IN
 AU3243'THE GROUND ENCASED IN A WHITE PVC PIPE THATS DRIVEN IN THE GROUND AND
 AU3243'PROJECTS 14 INCHES.  IT IS 396.9 FEET WEST OF THE TIDE GAUGE AND 3.11
 AU3243'FEET SOUTHWEST OF THE REFERENCE POINT WHICH IS ALSO AN STAINLESS STEEL
 AU3243'ROD DRIVEN IN THE GROUND ENCASED IN A WHITE PVC PIPE PROJECTING 14
 AU3243'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3244 ***********************************************************************
 AU3244  DESIGNATION -  AVOCA ISLAND TIDE GAGE A
 AU3244  PID         -  AU3244
 AU3244  STATE/COUNTY-  LA/TERREBONNE
 AU3244  USGS QUAD   -  MORGAN CITY SW (1994)
 AU3244
 AU3244                         *CURRENT SURVEY CONTROL
 AU3244  ___________________________________________________________________
 AU3244* NAD 83(1992)-  29 36 39.08056(N)    091 10 47.24942(W)     ADJUSTED  
 AU3244* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 AU3244  **This station is located in a subsidence area (see below).
 AU3244  ___________________________________________________________________
 AU3244  X           -    -114,266.694 (meters)                     COMP
 AU3244  Y           -  -5,548,500.690 (meters)                     COMP
 AU3244  Z           -   3,132,931.923 (meters)                     COMP
 AU3244  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU3244  ELLIP HEIGHT-         -23.69  (meters)          (07/18/02) GPS OBS
 AU3244  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AU3244
 AU3244  HORZ ORDER  -  FIRST
 AU3244  ELLP ORDER  -  FOURTH    CLASS II
 AU3244
 AU3244.The horizontal coordinates were established by GPS observations
 AU3244.and adjusted by the National Geodetic Survey in January 1993..
 AU3244
 AU3244 ** The orthometric height has not been validated since last determined
 AU3244 ** by differential leveling and should not be used for control purposes.
 AU3244 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3244 ** area with valid NAVD 88 orthometric heights.
 AU3244 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3244 ** epoch indicated which incorporates improved geoid heights for the
 AU3244 ** Southern Louisiana Subsidence area.
 AU3244 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3244
 AU3244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3244
 AU3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3244
 AU3244.The ellipsoidal height was determined by GPS observations
 AU3244.and is referenced to NAD 83.
 AU3244
 AU3244.The geoid height was determined by GEOID03.
 AU3244
 AU3244;                    North         East     Units Scale Factor Converg.
 AU3244;SPC LA S     -   123,142.925 1,014,871.372   MT  0.99994876   +0 04 36.4
 AU3244;SPC LA S     -   404,011.41  3,329,623.83   sFT  0.99994876   +0 04 36.4
 AU3244;UTM  15      - 3,277,049.895   676,251.063   MT  0.99998330   +0 53 58.6
 AU3244
 AU3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3244!SPC LA S     -   1.00000372  x   0.99994876  =   0.99995248
 AU3244!UTM  15      -   1.00000372  x   0.99998330  =   0.99998702
 AU3244
 AU3244                          SUPERSEDED SURVEY CONTROL
 AU3244
 AU3244  ELLIP H (01/21/93)  -23.63   (m)                       GP(       ) 4 2
 AU3244  NAD 83(1986)-  29 36 39.10259(N)    091 10 47.24634(W) AD(       ) 1
 AU3244  NGVD 29 (04/21/89)    2.2    (m)            7.     (f) GPS OBS        
 AU3244
 AU3244.Superseded values are not recommended for survey control.
 AU3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3244.See file dsdata.txt to determine how the superseded data were derived.
 AU3244
 AU3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7625177050(NAD 83)
 AU3244_MARKER: I = METAL ROD
 AU3244_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3244_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3244+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3244
 AU3244  HISTORY     - Date     Condition        Report By
 AU3244  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3244
 AU3244                          STATION DESCRIPTION
 AU3244
 AU3244'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3244'STATION IS LOCATED ABOUT 37 MILES WEST OF HOUMA, 6 MILES SOUTH OF
 AU3244'MORGAN CITY, ON AVOCA ISLAND LEVEE AND AT THE NORTHWEST CORNER OF A
 AU3244'FISHING CAMP.
 AU3244'
 AU3244'THE STATION IS A 9/16 INCH STEEL ROD IN THE GROUND.  IT IS 96.7 FEET
 AU3244'SOUTH OF THE SOUTHWEST CORNER OF A WOODEN BUILDING, 92.8 FEET
 AU3244'SOUTHEAST OF A CORPS OF ENGINEERS MONUMENT STAMPED---LMS 53 1983---AND
 AU3244'53.4 FEET EAST FROM THE CENTER OF LEVEE ROAD.
 AU3244'
 AU3244'TO REACH FROM THE POLICE STATION AT MORGAN CITY, AT THE INTERSECTION
 AU3244'OF US 90 HIGHWAY AND MYRTLE ROAD.  GO SOUTH ON MYRTLE ROAD FOR 0.3
 AU3244'MILE TO FERRY.  CROSS RIVER ON FERRY AND GO SOUTHWEST ON A SHELL ROAD
 AU3244'FOR 5.3 MILES TO FISH CAMP AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2795 ***********************************************************************
 AU2795  DESIGNATION -  AVON
 AU2795  PID         -  AU2795
 AU2795  STATE/COUNTY-  LA/JEFFERSON
 AU2795  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2795
 AU2795                         *CURRENT SURVEY CONTROL
 AU2795  ___________________________________________________________________
 AU2795* NAD 83(1992)-  29 54 35.04940(N)    090 12 10.67166(W)     ADJUSTED  
 AU2795* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AU2795  **This station is located in a subsidence area (see below).
 AU2795  ___________________________________________________________________
 AU2795  X           -     -19,600.853 (meters)                     COMP
 AU2795  Y           -  -5,533,195.510 (meters)                     COMP
 AU2795  Z           -   3,161,691.446 (meters)                     COMP
 AU2795  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2795  ELLIP HEIGHT-         -26.01  (meters)          (09/30/02) GPS OBS
 AU2795  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2795
 AU2795  HORZ ORDER  -  SECOND
 AU2795  ELLP ORDER  -  FOURTH    CLASS II
 AU2795
 AU2795.The horizontal coordinates were established by classical geodetic methods
 AU2795.and adjusted by the National Geodetic Survey in January 1993..
 AU2795
 AU2795 ** The orthometric height has not been validated since last determined
 AU2795 ** by differential leveling and should not be used for control purposes.
 AU2795 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2795 ** area with valid NAVD 88 orthometric heights.
 AU2795 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2795 ** epoch indicated which incorporates improved geoid heights for the
 AU2795 ** Southern Louisiana Subsidence area.
 AU2795 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2795
 AU2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2795
 AU2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2795
 AU2795.The ellipsoidal height was determined by GPS observations
 AU2795.and is referenced to NAD 83.
 AU2795
 AU2795.The geoid height was determined by GEOID03.
 AU2795
 AU2795;                    North         East     Units Scale Factor Converg.
 AU2795;SPC LA S     -   156,799.612 1,109,153.926   MT  0.99992700   +0 33 54.7
 AU2795;SPC LA S     -   514,433.39  3,638,949.17   sFT  0.99992700   +0 33 54.7
 AU2795;UTM  15      - 3,312,072.069   770,065.734   MT  1.00049997   +1 23 44.0
 AU2795
 AU2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2795!SPC LA S     -   1.00000408  x   0.99992700  =   0.99993108
 AU2795!UTM  15      -   1.00000408  x   1.00049997  =   1.00050406
 AU2795
 AU2795:                Primary Azimuth Mark                     Grid Az
 AU2795:SPC LA S     -  HARAHAN CROSS S BANK HIGH TWR            047 36 47.4
 AU2795:UTM  15      -  HARAHAN CROSS S BANK HIGH TWR            046 46 58.1
 AU2795
 AU2795|---------------------------------------------------------------------|
 AU2795| PID    Reference Object                     Distance      Geod. Az  |
 AU2795|                                                           dddmmss.s |
 AU2795| AU2778 HARAHAN CROSS S BANK HIGH TWR       APPROX. 3.1 KM 0481042.1 |
 AU2795| AU2794 AVON LDH 1972 A POINT                16.979 METERS 17213     |
 AU2795| DD6267 AVON AZ MK                                         2013439.6 |
 AU2795| DD6268 AVON RM 1                            20.630 METERS 23908     |
 AU2795| DD6269 AVON RM 2                            27.085 METERS 29415     |
 AU2795|---------------------------------------------------------------------|
 AU2795
 AU2795                          SUPERSEDED SURVEY CONTROL
 AU2795
 AU2795  ELLIP H (01/21/93)  -25.99   (m)                       GP(       ) 4 2
 AU2795  NAD 83(1986)-  29 54 35.06626(N)    090 12 10.67156(W) AD(       ) 2
 AU2795  NAD 27      -  29 54 34.32702(N)    090 12 10.39866(W) AD(       ) 2
 AU2795  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 AU2795
 AU2795.Superseded values are not recommended for survey control.
 AU2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2795.See file dsdata.txt to determine how the superseded data were derived.
 AU2795
 AU2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7006612072(NAD 83)
 AU2795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2795_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2795+STABILITY: SURFACE MOTION
 AU2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2795+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU2795
 AU2795  HISTORY     - Date     Condition        Report By
 AU2795  HISTORY     - 1972     MONUMENTED       LADH
 AU2795  HISTORY     - 1974     GOOD             NGS
 AU2795  HISTORY     - 1987     GOOD             LADTD
 AU2795
 AU2795                          STATION DESCRIPTION
 AU2795
 AU2795'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2795'THE STATION IS LOCATED 4 MILES WEST OF WESTWEGO, 5 MILES SOUTHEAST OF
 AU2795'KENNER, AND 9 MILES SOUTHWEST OF NEW ORLEANS, IN THE NORTHEAST
 AU2795'QUARTER OF SECTION 24, T13S, R22E, AND ON THE PROPERTY OWNED BY THE
 AU2795'LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2795'
 AU2795'TO REACH THE STATION FROM THE U.S. HIGHWAY 90 AND THE WEST BANK
 AU2795'EXPRESSWAY INTERCHANGE, DRIVE WEST ALONG U.S. HIGHWAY 90 FOR 2 MILES
 AU2795'TO THE AVON PARK SUBDIVISION ON THE LEFT AND SOUTH OF THE HIGHWAY.
 AU2795'THE STATION IS SET IN THE MEDIAN OF JAMIE BOULEVARD LEADING TO THE
 AU2795'SUBDIVISION.
 AU2795'
 AU2795'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG JAMIE
 AU2795'BOULEVARD FOR APPROXIMATELY 0.4 MILE.  THE MARK IS SET IN THE MEDIAN
 AU2795'OF JAMIE BOULEVARD AT THE JUNCTION WITH CLARA DRIVE.
 AU2795'
 AU2795'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2795'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2795'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER BOX, 12 INCHES BELOW
 AU2795'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 AU2795'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 AU2795'SURFACE.  THEY ARE STAMPED AVON 1972.  THE MARK IS 60 FEET SOUTH OF
 AU2795'THE CENTER OF THE EAST BOUND LANE ON U.S. HIGHWAY 90, 46 FEET
 AU2795'EAST OF THE CENTER OF THE SOUTH BOUND LANE ON JAMIE BOULEVARD, 45
 AU2795'FEET NORTH OF A TELEPHONE JUNCTION BOX, 16 FEET WEST OF THE
 AU2795'CENTER OF THE NORTH BOUND LANE ON JAMIE BOULEVARD, AND 5.5 FEET
 AU2795'WEST OF A CONCRETE CURB.
 AU2795'
 AU2795'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2795'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2795'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2795'STAMPED AVON R.M. 1 1972.  IT IS 110 FEET SOUTH OF THE CENTER OF
 AU2795'THE EAST BOUND LANE ON U.S. HIGHWAY 90, 55 FEET WEST OF THE CENTER
 AU2795'OF THE NORTH BOUND LANE ON JAMIE BOULEVARD, 17 FEET EAST OF THE
 AU2795'CENTER OF THE SOUTH BOUND LANE ON JAMIE BOULEVARD, AND 2.5 FEET
 AU2795'NORTH OF A BRICK WALL WITH THE WORDS AVON PARK PRINTED ON IT.
 AU2795'
 AU2795'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2795'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2795'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2795'STAMPED AVON R.M. 2 1972.  IT IS 63 FEET EAST OF THE CENTER OF A
 AU2795'DRIVE TO A SHELL SERVICE STATION, 44 FEET WEST OF THE CENTER OF THE
 AU2795'SOUTH BOUND LANE ON JAMIE BOULEVARD, 31 FEET SOUTH OF THE CENTER
 AU2795'OF THE EAST BOUND LANE ON U.S. HIGHWAY 90, AND 3 FEET
 AU2795'SOUTH-SOUTHEAST OF A POWER POLE.
 AU2795'
 AU2795'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2795'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2795'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2795'STAMPED AVON AZ. MK. 1972.  IT IS 57 FEET NORTH-NORTHEAST OF THE
 AU2795'CENTER OF CLARA STREET, 46 FEET EAST OF THE CENTER OF THE SOUTH
 AU2795'BOUND LANE ON JAMIE BOULEVARD, 29 FEET NORTH OF A FIRE HYDRANT, AND
 AU2795'20 FEET WEST OF THE NORTH BOUND LANE ON JAMIE BOULEVARD.
 AU2795'
 AU2795'HEIGHT OF LIGHT AVOVE STATION 1 METERS.
 AU2795
 AU2795                          STATION RECOVERY (1974)
 AU2795
 AU2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 AU2795'THE STATION MARK, BOTH REFERENCE MARKS AND AZIMUTH MARK WERE
 AU2795'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU2795'
 AU2795'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES W OF
 AU2795'WESTWEGO.
 AU2795
 AU2795                          STATION RECOVERY (1987)
 AU2795
 AU2795'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU2795'THE MARK WAS RECOVERED IN GOOD CONDITION AND A NEW DESCRIOTION
 AU2795'FOLLOWS.
 AU2795'
 AU2795'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 AU2795'EAST OF THE JUNCTION OF U.S. HIGHWAY 90 AND AVONDALE GARDEN ROAD IN
 AU2795'AVONDALE AT THE JUNCTION OF HIGHWAY 90 AND SOUTH JAMIE ROAD IN THE
 AU2795'MEDIAN OF SOUTH JAMIE ROAD.
 AU2795'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU2795'
 AU2795'THE STATION IS A STANDARD LADH DISK
 AU2795'STAMPED---AVON 1972---,
 AU2795'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU2795'30 CM IN DIAMETER RECESSED 0.5 CM BELOW GROUND.  LOCATED
 AU2795'13.6 METERS (44.6 FT) NORTH-NORTHEAST FROM A MANHOLE COVER,
 AU2795'9.8 METERS (32.2 FT) EAST FROM A MANHOLE COVER AT THE EAST CURB OF
 AU2795'THE SOUTH BOUND LANES OF SOUTH JAMIE ROAD,
 AU2795'3.7 METERS (12.1 FT) SOUTHEAST FROM THE NORTH BUSH IN A TRIANGLE
 AU2795'DESIGN, AND
 AU2795'1.6 METERS (5.2 FT) WEST-NORTHWEST FROM THE WEST CURB OF THE
 AU2795'NORTHBOUND LANES OF SOUTH JAMIE ROAD.
 AU2795'THE UNDERGROUND MARK IS A STANDARD LADH DISK
 AU2795'STAMPED---AVON 1972---,
 AU2795'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2779 ***********************************************************************
 AU2779  DESIGNATION -  AVONDALE
 AU2779  PID         -  AU2779
 AU2779  STATE/COUNTY-  LA/JEFFERSON
 AU2779  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2779
 AU2779                         *CURRENT SURVEY CONTROL
 AU2779  ___________________________________________________________________
 AU2779* NAD 83(1992)-  29 56 00.70441(N)    090 10 27.77560(W)     ADJUSTED  
 AU2779* NAVD 88     -        13.   **(meters)      43.   **(feet)  VERTCON   
 AU2779  **This station is located in a subsidence area (see below).
 AU2779  ___________________________________________________________________
 AU2779  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2779  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AU2779
 AU2779  HORZ ORDER  -  FIRST
 AU2779
 AU2779.The horizontal coordinates were established by classical geodetic methods
 AU2779.and adjusted by the National Geodetic Survey in January 1993..
 AU2779
 AU2779 ** The orthometric height has not been validated since last determined
 AU2779 ** by differential leveling and should not be used for control purposes.
 AU2779 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2779 ** area with valid NAVD 88 orthometric heights.
 AU2779 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2779 ** epoch indicated which incorporates improved geoid heights for the
 AU2779 ** Southern Louisiana Subsidence area.
 AU2779 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2779
 AU2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2779
 AU2779.The geoid height was determined by GEOID03.
 AU2779
 AU2779;                    North         East     Units Scale Factor Converg.
 AU2779;SPC LA S     -   159,464.342 1,111,887.200   MT  0.99992643   +0 34 46.2
 AU2779;SPC LA S     -   523,175.93  3,647,916.59   sFT  0.99992643   +0 34 46.2
 AU2779;UTM  15      - 3,314,777.727   772,761.649   MT  1.00051803   +1 24 39.0
 AU2779
 AU2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2779!SPC LA S     -   1.00000206  x   0.99992643  =   0.99992849
 AU2779!UTM  15      -   1.00000206  x   1.00051803  =   1.00052009
 AU2779
 AU2779:                Primary Azimuth Mark                     Grid Az
 AU2779:SPC LA S     -  JEFFERSON WATER TANK                     016 17 01.1
 AU2779:UTM  15      -  JEFFERSON WATER TANK                     015 27 08.3
 AU2779
 AU2779|---------------------------------------------------------------------|
 AU2779| PID    Reference Object                     Distance      Geod. Az  |
 AU2779|                                                           dddmmss.s |
 AU2779| AU2781 JEFFERSON WATER TANK                APPROX. 3.3 KM 0165147.3 |
 AU2779| DD6271 AVONDALE RM 1                        19.058 METERS 03905     |
 AU2779| AU2780 BRIDGE CITY WATER TANK              APPROX. 0.8 KM 0934909.1 |
 AU2779| AU2793 BRIDGE CITY AVON SHIPYARD TANK      APPROX. 0.9 KM 2203420.9 |
 AU2779| DD6270 AVONDALE AZ MK                                     2253802.1 |
 AU2779| DD6272 AVONDALE RM 2                        21.011 METERS 23439     |
 AU2779|---------------------------------------------------------------------|
 AU2779
 AU2779                          SUPERSEDED SURVEY CONTROL
 AU2779
 AU2779  NAD 83(1986)-  29 56 00.72004(N)    090 10 27.77481(W) AD(       ) 1
 AU2779  NAD 27      -  29 55 59.98292(N)    090 10 27.50529(W) AD(       ) 1
 AU2779  NGVD 29 (07/19/86)   13.     (m)           43.     (f) VERT ANG       
 AU2779
 AU2779.Superseded values are not recommended for survey control.
 AU2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2779.See file dsdata.txt to determine how the superseded data were derived.
 AU2779
 AU2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7276214778(NAD 83)
 AU2779_MARKER: DS = TRIANGULATION STATION DISK
 AU2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2779
 AU2779  HISTORY     - Date     Condition        Report By
 AU2779  HISTORY     - 1966     MONUMENTED       CGS
 AU2779
 AU2779                          STATION DESCRIPTION
 AU2779
 AU2779'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2779'STATION IS LOCATED ABOUT 5 MILES WEST OF DOWN-TOWN NEW ORLEANS,
 AU2779'ABOUT 3 MILES NORTHWEST OF WESTWEGO, ABOUT 2 MILES SOUTH OF
 AU2779'JEFFERSON HEIGHTS AND IN THE NORTHWEST SECTION OF BRIDGE CITY
 AU2779'ON LEVEE.
 AU2779'
 AU2779'TO REACH FROM THE TRAFFIC CIRCLE AT THE SOUTH END OF HUEY P. LONG
 AU2779'BRIDGE IN BRIDGE CITY, GO WEST ON STATE HIGHWAY 18 FOR 0.7 MILE
 AU2779'TO THE JUNCTION OF RIVER ROAD, TURN RIGHT AND GO NORTHEAST ON
 AU2779'RIVER ROAD FOR 0.3 MILE TO STATION ON LEFT ON TOP OF LEVEE.
 AU2779'
 AU2779'STATION MARK, A STANDARD DISK STAMPED AVONDALE 1966, IS SET
 AU2779'IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE
 AU2779'GROUND.  THE MARK IS 163 FEET WEST OF INTERSECTION OF RIVER
 AU2779'ROAD AND TENTH STREET, 120 FEET NORTHWEST OF CENTER OF RIVER ROAD
 AU2779'AND IN CENTER OF TRACK ROAD ON LEVEE.
 AU2779'
 AU2779'REFERENCE MARK 1, A STANDARD DISK STAMPED AVONDALE NO 1 1966,
 AU2779'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH.
 AU2779'THE MARK IS ABOUT 1 FOOT LOWER IN ELEVATION THAN TOP OF LEVEE,
 AU2779'109 FEET NORTHWEST OF RIVER ROAD AND 9 FEET NORTHWEST OF CENTER OF
 AU2779'TRACK ROAD ON TOP OF LEVEE.
 AU2779'
 AU2779'REFERENCE MARK 2, A STANDARD DISK STAMPED AVONDALE NO 2 1966, IS
 AU2779'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH.  THE
 AU2779'MARK IS ABOUT 8 INCHES LOWER IN ELEVATION THAN TOP OF LEVEE,
 AU2779'127 FEET NORTHWEST OF CENTER OF RIVER ROAD AND 7 FEET NORTHWEST
 AU2779'OF CENTER OF TRACK ROAD ON LEVEE.
 AU2779'
 AU2779'AZIMUTH MARK, A STANDARD DISK STAMPED AVONDALE 1966, IS SET IN
 AU2779'THE TOP OF A CONCRETE CYLINDER FLUSH WITH GROUND.  THE
 AU2779'MARK IS 111 FEET WEST OF CENTER OF RIVER ROAD, 76 FEET NORTHEAST
 AU2779'OF GATE, 40 FEET EAST OF HIGH FENCE AROUND STORAGE TANKS, 10
 AU2779'FEET EAST OF CENTER OF TRACK ROAD ON LEVEE AND ABOUT 1 FOOT
 AU2779'LOWER IN ELEVATION THAN TOP OF LEVEE.
 AU2779'
 AU2779'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHWEST ON LEVEE FOR
 AU2779'0.3 MILE TO MARK ON LEFT AS DESCRIBED.
 AU2779'
 AU2779'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2796 ***********************************************************************
 AU2796  DESIGNATION -  AVONDALE ELBILCO MAST
 AU2796  PID         -  AU2796
 AU2796  STATE/COUNTY-  LA/JEFFERSON
 AU2796  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2796
 AU2796                         *CURRENT SURVEY CONTROL
 AU2796  ___________________________________________________________________
 AU2796* NAD 83(1992)-  29 54 25.55618(N)    090 12 11.00015(W)     ADJUSTED  
 AU2796* NAVD 88     -                                                        
 AU2796  **This station is located in a subsidence area (see below).
 AU2796  ___________________________________________________________________
 AU2796  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2796  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU2796
 AU2796  HORZ ORDER  -  THIRD
 AU2796
 AU2796.The horizontal coordinates were established by classical geodetic methods
 AU2796.and adjusted by the National Geodetic Survey in January 1993..
 AU2796
 AU2796 ** The orthometric height has not been validated since last determined
 AU2796 ** by differential leveling and should not be used for control purposes.
 AU2796 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2796 ** area with valid NAVD 88 orthometric heights.
 AU2796 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2796 ** epoch indicated which incorporates improved geoid heights for the
 AU2796 ** Southern Louisiana Subsidence area.
 AU2796 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2796
 AU2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2796
 AU2796.The geoid height was determined by GEOID03.
 AU2796
 AU2796;                    North         East     Units Scale Factor Converg.
 AU2796;SPC LA S     -   156,507.246 1,109,147.999   MT  0.99992708   +0 33 54.6
 AU2796;SPC LA S     -   513,474.19  3,638,929.73   sFT  0.99992708   +0 33 54.6
 AU2796;UTM  15      - 3,311,779.481   770,064.042   MT  1.00049996   +1 23 43.4
 AU2796
 AU2796                          SUPERSEDED SURVEY CONTROL
 AU2796
 AU2796  NAD 83(1986)-  29 54 25.57184(N)    090 12 11.00038(W) AD(       ) 4
 AU2796  NAD 27      -  29 54 24.83440(N)    090 12 10.72542(W) AD(       ) 3
 AU2796
 AU2796.Superseded values are not recommended for survey control.
 AU2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2796.See file dsdata.txt to determine how the superseded data were derived.
 AU2796
 AU2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7006411779(NAD 83)
 AU2796
 AU2796  HISTORY     - Date     Condition        Report By
 AU2796  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2796  HISTORY     - 19950711 GOOD             USPSQD
 AU2796
 AU2796                          STATION DESCRIPTION
 AU2796
 AU2796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2796'THE ELBILCO CORPORATION KDM 584 MAST IS LOCATED ABOUT 1000 FEET SOUTH
 AU2796'OF THE INTERSECTION OF U.S. HIGHWAY 90 AND JAMIE BOULEVARD AT 245
 AU2796'SOUTH JAMIE BOULEVARD, AVONDALE, LOUISIANA, 70094.
 AU2796'
 AU2796'IT IS A TRIANGULAR IN CROSS SECTION STEEL STRUCTURE, GUYED, PAINTED
 AU2796'ALTERNATE RED AND WHITE BY SECTIONS AND HAS AN OVERALL HEIGHT OF 318
 AU2796'FEET.
 AU2796'
 AU2796'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2796
 AU2796                          STATION RECOVERY (1995)
 AU2796
 AU2796'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2985 ***********************************************************************
 AU2985  DESIGNATION -  AXE
 AU2985  PID         -  AU2985
 AU2985  STATE/COUNTY-  LA/LAFOURCHE
 AU2985  USGS QUAD   -  CALUMET ISLAND (1994)
 AU2985
 AU2985                         *CURRENT SURVEY CONTROL
 AU2985  ___________________________________________________________________
 AU2985* NAD 83(1992)-  29 03 41.09700(N)    090 19 35.43623(W)     ADJUSTED  
 AU2985* NAVD 88     -                                                        
 AU2985  **This station is located in a subsidence area (see below).
 AU2985  ___________________________________________________________________
 AU2985  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AU2985  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2985
 AU2985  HORZ ORDER  -  THIRD
 AU2985
 AU2985.The horizontal coordinates were established by classical geodetic methods
 AU2985.and adjusted by the National Geodetic Survey in January 1993..
 AU2985
 AU2985 ** The orthometric height has not been validated since last determined
 AU2985 ** by differential leveling and should not be used for control purposes.
 AU2985 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2985 ** area with valid NAVD 88 orthometric heights.
 AU2985 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2985 ** epoch indicated which incorporates improved geoid heights for the
 AU2985 ** Southern Louisiana Subsidence area.
 AU2985 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2985
 AU2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2985
 AU2985.The geoid height was determined by GEOID03.
 AU2985
 AU2985;                    North         East     Units Scale Factor Converg.
 AU2985;SPC LA S     -    62,663.293 1,098,050.242   MT  1.00005906   +0 30 12.3
 AU2985;SPC LA S     -   205,587.82  3,602,519.84   sFT  1.00005906   +0 30 12.3
 AU2985;UTM  15      - 3,217,741.214   760,293.904   MT  1.00043616   +1 17 57.7
 AU2985
 AU2985                          SUPERSEDED SURVEY CONTROL
 AU2985
 AU2985  NAD 83(1986)-  29 03 41.11395(N)    090 19 35.44895(W) AD(       ) 4
 AU2985  NAD 27      -  29 03 40.28700(N)    090 19 35.14800(W) AD(       ) 3
 AU2985
 AU2985.Superseded values are not recommended for survey control.
 AU2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2985.See file dsdata.txt to determine how the superseded data were derived.
 AU2985
 AU2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6029417741(NAD 83)
 AU2985_MARKER: Z = SEE DESCRIPTION
 AU2985_SETTING: 0 = UNSPECIFIED SETTING
 AU2985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2985
 AU2985  HISTORY     - Date     Condition        Report By
 AU2985  HISTORY     - 1934     MONUMENTED       CGS
 AU2985  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AU2985
 AU2985                          STATION DESCRIPTION
 AU2985
 AU2985'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2985'STATION IS ABOUT 1-3/4 MILES E OF TIMBALIER LIGHT ON THE E
 AU2985'END OF A SAND BAR.  THIS STATION WAS LOCATED SOLELY TO GIVE
 AU2985'JUNCTION CONTROL FOR TOPOGRAPHIC SHEETS AND IS NOT RECOVERABLE,
 AU2985'AS THE SMALL ISLAND IS WASHED BY HIGH WATER AND IS COMPOSED
 AU2985'OF SHIFTING SAND.  A LETTER FROM THE GULF RESEARCH AND
 AU2985'DEVELOPMENT COMPANY IN 1938 STATES THAT THIS STATION COULD NOT
 AU2985'BE FOUND.
 AU2985
 AU2985                          STATION RECOVERY (1952)
 AU2985
 AU2985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2985'STATION WAS DESTROYED BY BEACH EROSION.  THE POSITION OF THE
 AU2985'STATION NOW FALLS SEVERAL HUNDRED FT. OFFSHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0901 ***********************************************************************
 AT0901  DESIGNATION -  AXIS 1950
 AT0901  PID         -  AT0901
 AT0901  STATE/COUNTY-  LA/ST BERNARD
 AT0901  USGS QUAD   -  NEW HARBOR ISLANDS (1951)
 AT0901
 AT0901                         *CURRENT SURVEY CONTROL
 AT0901  ___________________________________________________________________
 AT0901* NAD 83(1992)-  29 51 25.66792(N)    088 51 45.74482(W)     ADJUSTED  
 AT0901* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0901  ___________________________________________________________________
 AT0901  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AT0901  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AT0901
 AT0901  HORZ ORDER  -  THIRD
 AT0901
 AT0901.The horizontal coordinates were established by classical geodetic methods
 AT0901.and adjusted by the National Geodetic Survey in May 1994..
 AT0901
 AT0901.The orthometric height was scaled from a topographic map.
 AT0901
 AT0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0901
 AT0901.The geoid height was determined by GEOID03.
 AT0901
 AT0901;                    North         East     Units Scale Factor Converg.
 AT0901;SPC LA S     -   153,003.495 1,238,686.801   MT  0.99992887   +1 14 07.2
 AT0901;SPC LA S     -   501,978.97  4,063,924.95   sFT  0.99992887   +1 14 07.2
 AT0901;UTM  16      - 3,304,410.743   320,073.349   MT  0.99999944   -0 55 39.3
 AT0901
 AT0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0901!SPC LA S     -   1.00000411  x   0.99992887  =   0.99993298
 AT0901!UTM  16      -   1.00000411  x   0.99999944  =   1.00000355
 AT0901
 AT0901:                Primary Azimuth Mark                     Grid Az
 AT0901:SPC LA S     -  P                                        038 27 04.6
 AT0901:UTM  16      -  P                                        040 36 51.1
 AT0901
 AT0901|---------------------------------------------------------------------|
 AT0901| PID    Reference Object                     Distance      Geod. Az  |
 AT0901|                                                           dddmmss.s |
 AT0901| AT0885 P                                   APPROX. 7.0 KM 0394111.8 |
 AT0901|---------------------------------------------------------------------|
 AT0901
 AT0901                          SUPERSEDED SURVEY CONTROL
 AT0901
 AT0901  NAD 83(1992)-  29 51 25.67491(N)    088 51 45.73499(W) AD(       ) 3
 AT0901  NAD 83(1986)-  29 51 25.67379(N)    088 51 45.73478(W) AD(       ) 3
 AT0901  NAD 27      -  29 51 24.97600(N)    088 51 45.65500(W) AD(       ) 3
 AT0901
 AT0901.Superseded values are not recommended for survey control.
 AT0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0901.See file dsdata.txt to determine how the superseded data were derived.
 AT0901
 AT0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2007304411(NAD 83)
 AT0901_MARKER: DS = TRIANGULATION STATION DISK
 AT0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0901+STABILITY: SURFACE MOTION
 AT0901
 AT0901  HISTORY     - Date     Condition        Report By
 AT0901  HISTORY     - 1950     MONUMENTED       CGS
 AT0901
 AT0901                          STATION DESCRIPTION
 AT0901
 AT0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0901'THE STATION IS LOCATED ON THE LARGEST AND MOST E OF THE NEW HARBOR
 AT0901'ISLANDS, 150 FEET
 AT0901'S OF A CUT WHICH DIVIDES THE ISLAND, BEHIND THE
 AT0901'LINE OF MANGROVE WHICH FRINGES THE
 AT0901'EDGE OF THE MARSH, 122 FEET E OF A
 AT0901'POND, AND 3 FEET S OF A WITNESS POST.
 AT0901'
 AT0901'STATION MARK IS A STANDARD DISK, STAMPED AXIS 1950, AND SET IN THE
 AT0901'TOP OF A 6-INCH
 AT0901'ROUND CONCRETE MONUMENT PROJECTING 0.5 FOOT ABOVE
 AT0901'GROUND.
 AT0901'
 AT0901'STATION IS 28.0 METERS 70 DEG FROM THE APPARENT
 AT0901'SHORELINE.
 AT0901'
 AT0901'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2964 ***********************************************************************
 CQ2964  DESIGNATION -  AYCOCK
 CQ2964  PID         -  CQ2964
 CQ2964  STATE/COUNTY-  LA/CLAIBORNE
 CQ2964  USGS QUAD   -  ARIZONA (1986)
 CQ2964
 CQ2964                         *CURRENT SURVEY CONTROL
 CQ2964  ___________________________________________________________________
 CQ2964* NAD 83(1992)-  32 48 11.52540(N)    092 53 36.58709(W)     ADJUSTED  
 CQ2964* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CQ2964  ___________________________________________________________________
 CQ2964  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CQ2964  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2964
 CQ2964  HORZ ORDER  -  FIRST
 CQ2964
 CQ2964.The horizontal coordinates were established by classical geodetic methods
 CQ2964.and adjusted by the National Geodetic Survey in September 1999..
 CQ2964
 CQ2964.The orthometric height was scaled from a topographic map.
 CQ2964
 CQ2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2964
 CQ2964.The geoid height was determined by GEOID03.
 CQ2964
 CQ2964;                    North         East     Units Scale Factor Converg.
 CQ2964;SPC LA N     -   255,445.762   963,143.902   MT  1.00003398   -0 12 29.0
 CQ2964;SPC LA N     -   838,074.97  3,159,914.62   sFT  1.00003398   -0 12 29.0
 CQ2964;UTM  15      - 3,629,475.208   509,971.152   MT  0.99960123   +0 03 27.7
 CQ2964
 CQ2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2964!SPC LA N     -   0.99998761  x   1.00003398  =   1.00002158
 CQ2964!UTM  15      -   0.99998761  x   0.99960123  =   0.99958884
 CQ2964
 CQ2964:                Primary Azimuth Mark                     Grid Az
 CQ2964:SPC LA N     -  GRAY                                     006 08 08.1
 CQ2964:UTM  15      -  GRAY                                     005 52 11.4
 CQ2964
 CQ2964|---------------------------------------------------------------------|
 CQ2964| PID    Reference Object                     Distance      Geod. Az  |
 CQ2964|                                                           dddmmss.s |
 CQ2964| CQ2967 GRAY                                APPROX.12.4 KM 0055539.1 |
 CQ2964| CQ2962 CLAIBORNE GASOLINE CO N STACK       APPROX. 8.1 KM 0971530.1 |
 CQ2964| CQ2961 CLAIBORNE GASOLINE CO S STACK       APPROX. 8.1 KM 0971801.6 |
 CQ2964| CQ2974 HOMER PEOPLES COMPRESS CO TANK      APPROX.14.9 KM 2623943.6 |
 CQ2964| CQ2982 HOMER MUNICIPAL SOUTH TANK          APPROX.15.9 KM 2652211.0 |
 CQ2964| CQ2978 HOMER MUNICIPAL NORTH TANK          APPROX.15.9 KM 2652534.7 |
 CQ2964| CY3316 AYCOCK AZ MK                                       2694041.1 |
 CQ2964| CY3317 AYCOCK RM 1                          28.416 METERS 27428     |
 CQ2964| CQ2968 CLAIBORNE PARISH LOT 2 LADC         APPROX.13.7 KM 3075757.5 |
 CQ2964| CQ1214 AYCOCK RM 2                          32.659 METERS 34916     |
 CQ2964| CQ1213 AYCOCK 2                              9.519 METERS 35157     |
 CQ2964|---------------------------------------------------------------------|
 CQ2964
 CQ2964                          SUPERSEDED SURVEY CONTROL
 CQ2964
 CQ2964  NAD 83(1992)-  32 48 11.52604(N)    092 53 36.58624(W) AD(       ) 1
 CQ2964  NAD 83(1986)-  32 48 11.53818(N)    092 53 36.57772(W) AD(       ) 1
 CQ2964  NAD 27      -  32 48 11.00200(N)    092 53 36.01000(W) AD(       ) 1
 CQ2964
 CQ2964.Superseded values are not recommended for survey control.
 CQ2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2964.See file dsdata.txt to determine how the superseded data were derived.
 CQ2964
 CQ2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0997129475(NAD 83)
 CQ2964_MARKER: DS = TRIANGULATION STATION DISK
 CQ2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2964
 CQ2964  HISTORY     - Date     Condition        Report By
 CQ2964  HISTORY     - 1941     MONUMENTED       CGS
 CQ2964  HISTORY     - 1952     GOOD             CGS
 CQ2964  HISTORY     - 1967     GOOD             CGS
 CQ2964  HISTORY     - 1969     GOOD             LADH
 CQ2964
 CQ2964                          STATION DESCRIPTION
 CQ2964
 CQ2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2964'STATION IS 9 MILES E BY N OF HOMER, 2 MILES W BY N OF LISBON,
 CQ2964'ON THE N SIDE OF STATE HIGHWAY 11, IN THE SW 1/4 OF SECTION
 CQ2964'16, T 21 N, R 5 W.
 CQ2964'
 CQ2964'STATION MARK IS 47 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 CQ2964'11, 61 FEET SE OF THE SE CORNER OF THE NEGRO SHANTY, 16
 CQ2964'FEET N OF THE SW CORNER OF A COTTON PATCH, IS STAMPED AYCOCK
 CQ2964'1941, AND PROJECTS 8 INCHES.
 CQ2964'
 CQ2964'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ2964'BRONZE DISKS SET IN CONCRETE.
 CQ2964'
 CQ2964'REFERENCE MARK NO. 1 IS 53 FEET N OF THE CENTER LINE OF
 CQ2964'STATE HIGHWAY 11, 36 FEET SW OF THE SW CORNER OF THE SHANTY,
 CQ2964'25 FEET N OF FENCE CORNER, 1 FOOT E OF FENCE LINE, IS STAMPED
 CQ2964'AYCOCK NO. 1 1941, AND PROJECTS 4 INCHES.
 CQ2964'
 CQ2964'REFERENCE MARK NO. 2 IS 154 FEET N OF THE CENTER LINE OF
 CQ2964'STATE HIGHWAY 11, 41 FEET NE OF THE NE CORNER OF THE SHANTY,
 CQ2964'7 FEET W OF FENCE LINE, IS STAMPED AYCOCK NO. 2 1941, AND
 CQ2964'PROJECTS 4 INCHES.
 CQ2964'
 CQ2964'AZIMUTH MARK IS 0.7 MILE W OF THE STATION, 36 FEET S OF
 CQ2964'THE CENTER LINE OF STATE HIGHWAY 11, 110 FEET NE OF THE
 CQ2964'NE CORNER OF A HOUSE, 1-1/2 FEET ENE OF FENCE CORNER, 2-1/2
 CQ2964'FEET E OF WHITE REFERENCE POST, IS STAMPED AYCOCK 1941, AND
 CQ2964'PROJECTS 4 INCHES.
 CQ2964'
 CQ2964'TO REACH FROM HOMER GO E ON STATE HIGHWAY 11, FOR 8.45 MILES
 CQ2964'TO THE AZIMUTH MARK ON THE S SIDE OF THE ROAD AT THE TOP
 CQ2964'OF A GRADE NEAR A LARGE OLD HOUSE ALSO ON THE S SIDE OF THE
 CQ2964'HIGHWAY, CONTINUE 0.7 MILE TO THE STATION ON THE N SIDE OF
 CQ2964'THE HIGHWAY NEAR A NEGRO SHANTY.
 CQ2964'
 CQ2964'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CQ2964
 CQ2964                          STATION RECOVERY (1952)
 CQ2964
 CQ2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2964'THE STATION WAS RECOVERED WITH ALL MARKS FOUND IN GOOD CONDITION.
 CQ2964'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 CQ2964'
 CQ2964'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CQ2964
 CQ2964                          STATION RECOVERY (1967)
 CQ2964
 CQ2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 CQ2964'THE STATION WAS VISITED 2-15-67 AND THE STATION, AZIMUTH
 CQ2964'MARK AND R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.
 CQ2964'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE THE
 CQ2964'STATION MARK, AZIMUTH MARK AND R.M. NO. 1.  THIS WAS DONE
 CQ2964'BY ESTABLISHING A NEW STATION AYCOCK 2 1967, 9 METERS N
 CQ2964'OF THE STATION AND ESTABLISHING A NEW AZIMUTH MARK AND R.M.
 CQ2964'NO. 3.  THE DISKS FOR THE STATION MARK, THE AZIMUTH MARK,
 CQ2964'AND R.M. NO. 1 WERE RECLAIMED.  THE UNDERGROUND DISK FOR
 CQ2964'THE STATION WILL BE DESTROYED DURING CONSTRUCTION.  SEE
 CQ2964'DESCRIPTION FOR STATION AYCOCK 2 1967.
 CQ2964'
 CQ2964'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ2964'
 CQ2964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 CQ2964'E OF HOMER
 CQ2964
 CQ2964                          STATION RECOVERY (1969)
 CQ2964
 CQ2964'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (RD)
 CQ2964'THE STATION WAS VISITED 5/27/69 AND THE STATION MARK, REFERENCE
 CQ2964'MARK NO. 2, NO. 3 AND AZIMUTH MARK WERE FOUND IN GOOD
 CQ2964'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CQ2964'
 CQ2964'THE STATION IS LOCATED 10.8 MILES NORTHEAST OF HOMER AND
 CQ2964'1.7 MILES WEST OF LISBON IN SECTION 16, T21N, R5W, AND ON
 CQ2964'PROPERTY OWNED BY MARION AYCOCK.  IT IS 83 FEET NORTH OF
 CQ2964'CENTERLINE OF LOUISIANA HIGHWAY 2, 35 FEET EAST OF SOUTHEAST
 CQ2964'CORNER OF FRAME RESIDENCE.
 CQ2964'
 CQ2964'IT IS A STANDARD TRIANGULATION DISK, STAMPED AYCOCK 2 1967
 CQ2964'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST
 CQ2964'IS SET 1.0 FEET SOUTHEAST OF THE MARK.
 CQ2964'
 CQ2964'REFERENCE MARK NO. 2 IS 76 FEET NORTH OF THE STATION.  IT
 CQ2964'IS 159 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 46
 CQ2964'FEET NORTHEAST OF NORTHEAST CORNER OF FRAME RESIDENCE, 168
 CQ2964'FEET EAST OF A DUG WELL, 59 FEET SOUTH OF 12 INCH PIN OAK.
 CQ2964'IT IS A STANDARD DISK, STAMPED AYCOCK NO. 2 1941, PROJECTING
 CQ2964'8 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CQ2964'FEET NORTH OF THE MARK.
 CQ2964'
 CQ2964'REFERENCE MARK NO. 3 IS 61 FEET EAST OF THE STATION.  IT
 CQ2964'IS 81 FEET NORTH OF CENTERLINE OF LOUISIANA 2, 96 FEET EAST
 CQ2964'OF SOUTHEAST CORNER OF FRAME RESIDENCE.  IT IS A STANDARD
 CQ2964'DISK, STAMPED AYCOCK 2 REF. MARK NO. 3 1967, PROJECTING
 CQ2964'2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET
 CQ2964'1.0 FEET SOUTH OF THE MARK.  THE DISTANCE BETWEEN REFERENCE
 CQ2964'MARK NO. 2 AND NO. 3 IS 112 FEET.
 CQ2964'
 CQ2964'THE AZIMUTH MARK IS 0.6 MILES WEST OF THE STATION.  IT IS
 CQ2964'87 FEET SOUTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 126 FEET
 CQ2964'EAST OF NORTHEAST CORNER OF FRAME RESIDENCE, 115 FEET NORTHEAST
 CQ2964'OF DUG WELL, 49 FEET NORTHWEST OF 16 INCH PECAN.  IT IS A
 CQ2964'STANDARD DISK, STAMPED AYCOCK 1941 AZ. 2 1967, PROJECTING
 CQ2964'4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CQ2964'FEET SOUTHEAST OF THE MARK.
 CQ2964'
 CQ2964'TO REACH THE STATION FROM THE COURT HOUSE IN HOMER, GO 1.3
 CQ2964'MILES NORTH ALONG U.S. HIGHWAY 79 TO JUNCTION OF LOUISIANA
 CQ2964'HIGHWAY 2.  THENCE 9.5 MILES EAST ALONG LOUISIANA HIGHWAY
 CQ2964'2.  IT IS 1.7 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM
 CQ2964'POST OFFICE IN LISBON.
 CQ2964'
 CQ2964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.8 MILES
 CQ2964'NORTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1213 ***********************************************************************
 CQ1213  DESIGNATION -  AYCOCK 2
 CQ1213  PID         -  CQ1213
 CQ1213  STATE/COUNTY-  LA/CLAIBORNE
 CQ1213  USGS QUAD   -  ARIZONA (1986)
 CQ1213
 CQ1213                         *CURRENT SURVEY CONTROL
 CQ1213  ___________________________________________________________________
 CQ1213* NAD 83(1992)-  32 48 11.83136(N)    092 53 36.63833(W)     ADJUSTED  
 CQ1213* NAVD 88     -       107.670  (meters)     353.25   (feet)  ADJUSTED  
 CQ1213  ___________________________________________________________________
 CQ1213  X           -    -270,894.618 (meters)                     COMP
 CQ1213  Y           -  -5,359,552.129 (meters)                     COMP
 CQ1213  Z           -   3,435,686.015 (meters)                     COMP
 CQ1213  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CQ1213  ELLIP HEIGHT-          81.63  (meters)          (01/02/04) GPS OBS
 CQ1213  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1213  DYNAMIC HT  -         107.551 (meters)     352.86  (feet)  COMP
 CQ1213  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CQ1213
 CQ1213  HORZ ORDER  -  SECOND
 CQ1213  VERT ORDER  -  SECOND    CLASS 0
 CQ1213  ELLP ORDER  -  FOURTH    CLASS II
 CQ1213
 CQ1213.The horizontal coordinates were established by classical geodetic methods
 CQ1213.and adjusted by the National Geodetic Survey in September 1999..
 CQ1213.No horizontal observational check was made to the station.
 CQ1213
 CQ1213.The orthometric height was determined by differential leveling
 CQ1213.and adjusted by the National Geodetic Survey in June 1991..
 CQ1213
 CQ1213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ1213
 CQ1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1213
 CQ1213.The ellipsoidal height was determined by GPS observations
 CQ1213.and is referenced to NAD 83.
 CQ1213
 CQ1213.The geoid height was determined by GEOID03.
 CQ1213
 CQ1213.The dynamic height is computed by dividing the NAVD 88
 CQ1213.geopotential number by the normal gravity value computed on the
 CQ1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1213.degrees latitude (g = 980.6199 gals.).
 CQ1213
 CQ1213.The modeled gravity was interpolated from observed gravity values.
 CQ1213
 CQ1213;                    North         East     Units Scale Factor Converg.
 CQ1213;SPC LA N     -   255,455.193   963,142.603   MT  1.00003401   -0 12 29.0
 CQ1213;SPC LA N     -   838,105.91  3,159,910.36   sFT  1.00003401   -0 12 29.0
 CQ1213;UTM  15      - 3,629,484.628   509,969.810   MT  0.99960123   +0 03 27.7
 CQ1213
 CQ1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1213!SPC LA N     -   0.99998718  x   1.00003401  =   1.00002119
 CQ1213!UTM  15      -   0.99998718  x   0.99960123  =   0.99958842
 CQ1213
 CQ1213|---------------------------------------------------------------------|
 CQ1213| PID    Reference Object                     Distance      Geod. Az  |
 CQ1213|                                                           dddmmss.s |
 CQ1213| CQ1215 AYCOCK 2 RM 3                        18.658 METERS 09706     |
 CQ1213| CQ2964 AYCOCK                                9.519 METERS 17157     |
 CQ1213| CY3318 AYCOCK 2 AZ MK                                     2675702.4 |
 CQ1213| CY3316 AYCOCK AZ MK                                       2690942.7 |
 CQ1213| CQ1214 AYCOCK RM 2                          23.166 METERS 34811     |
 CQ1213|---------------------------------------------------------------------|
 CQ1213
 CQ1213                          SUPERSEDED SURVEY CONTROL
 CQ1213
 CQ1213  NAD 83(1992)-  32 48 11.83199(N)    092 53 36.63749(W) AD(       ) 2
 CQ1213  ELLIP H (01/21/93)   81.68   (m)                       GP(       ) 4 2
 CQ1213  NAD 83(1986)-  32 48 11.84414(N)    092 53 36.62895(W) AD(       ) 2
 CQ1213  NAD 27      -  32 48 11.34355(N)    092 53 36.07528(W) AD(       ) 3
 CQ1213  NGVD 29 (??/??/??)  107.746  (m)          353.50   (f) ADJUSTED    2 0
 CQ1213
 CQ1213.Superseded values are not recommended for survey control.
 CQ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1213.See file dsdata.txt to determine how the superseded data were derived.
 CQ1213
 CQ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0997029485(NAD 83)
 CQ1213_MARKER: DS = TRIANGULATION STATION DISK
 CQ1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1213_STAMPING: AYCOCK2 1967
 CQ1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1213+STABILITY: SURFACE MOTION
 CQ1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1213+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ1213
 CQ1213  HISTORY     - Date     Condition        Report By
 CQ1213  HISTORY     - 1967     MONUMENTED       CGS
 CQ1213  HISTORY     - 1969     GOOD             LADH
 CQ1213  HISTORY     - 1987     GOOD             NGS
 CQ1213
 CQ1213                          STATION DESCRIPTION
 CQ1213
 CQ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (AKH)
 CQ1213'THE STATION IS LOCATED ABOUT 9 MILES EAST OF HOMER, 2 MILES
 CQ1213'NORTH OF LISBON IN THE SW 1/4 OF SEC. 16, T 2 N, R 5 W, ON
 CQ1213'PROPERTY OWNED BY MR. MARION W. AYCOCK, ABOUT 0.15 MILE
 CQ1213'WEST OF HIS HOUSE, IN THE SOUTHWEST CORNER OF FRONT YARD
 CQ1213'OF A TENNANT HOUSE, 82.5 FT. N OF CENTERLINE OF STATE HIGHWAY
 CQ1213'2, 4.5 FT. NORTH-NORTHWEST OF A FENCE CORNER, 3 FT. WEST
 CQ1213'OF A N-S FENCE LINE, 35 FT. EAST OF SOUTHWEST CORNER OF
 CQ1213'TENNANT HOUSE, 1 FOOT NORTHWEST OF METAL WITNESS POST AND
 CQ1213'SIGN.  IT IS A STANDARD DISK STAMPED AYCOCK 2 1967,
 CQ1213'PROJECTING 4 INCHES ABOUT 8 FT. ABOVE LEVEL OF ROAD.
 CQ1213'
 CQ1213'REFERENCE MARK NO. 2 IS 76.00 FT. NNW OF STATION, 154 FT.
 CQ1213'N OF THE CENTERLINE OF STATE HIGHWAY 2, 37 FT. SW OF A POWER
 CQ1213'POLE, 41 FT. NE OF CORNER OF TENNANT HOUSE, 20 FT. N OF A
 CQ1213'FENCE LINE, 18 FT. W OF A FENCE LINE.  IT IS A STANDARD
 CQ1213'REFERENCE MARK DISK STAMPED AYCOCK NO. 2 1941, PROJECTING
 CQ1213'6 INCHES.  TOP OF DISK IS BADLY MUTILATED.
 CQ1213'
 CQ1213'REFERENCE MARK NO. 3 IS 61.22 FT. E OF STATION, 1 FOOT N
 CQ1213'OF E-W FENCE LINE, 60 FT. E OF A FENCE CORNER, 80 FT. N
 CQ1213'OF THE CENTERLINE OF STATE HIGHWAY 2.  IT IS A STANDARD
 CQ1213'REFERENCE MARK DISK STAMPED AYCOCK 2 NO. 3 1967, PROJECTING
 CQ1213'3 INCHES.
 CQ1213'
 CQ1213'THE AZIMUTH MARK IS LOCATED ABOUT 0.7 MILE WEST OF STATION,
 CQ1213'ON PROPERTY OF W.E. GILGORE ESTATE, 86 FT. S OF THE CENTERLINE
 CQ1213'OF STATE HIGHWAY 2, 125 FT. E OF EAST SIDE OF LARGE WHITE
 CQ1213'HOUSE, 615 FT. S OF RIGHT-OF-WAY FENCE LINE, 90 FT. WSW OF
 CQ1213'A PEAR TREE ON PROJECTED PLANE OF THE WEST WALL OF THE LARGE
 CQ1213'BARN TO THE SOUTH, 50 FT. NW OF 12 INCH PECAN TREE, 1 FOOT
 CQ1213'S OF METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK
 CQ1213'STAMPED AYCOCK 1942 AZ 2 1967, PROJECTS 4 INCHES.
 CQ1213'
 CQ1213'TO REACH THE STATION FROM THE SQUARE IN HOMER, GO WEST ON
 CQ1213'STATE HIGHWAY 9 FOR 1.5 MILE TO THE JUNCTION WITH STATE
 CQ1213'HIGHWAY 2, TURN RIGHT AND GO EAST FOR 6.95 MILE TO THE AZIMUTH
 CQ1213'MARK ON THE RIGHT, CONTINUE 0.7 MILE EAST TO THE STATION
 CQ1213'ON THE LEFT.
 CQ1213'
 CQ1213'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ1213
 CQ1213                          STATION RECOVERY (1969)
 CQ1213
 CQ1213'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1213'10.8 MI NE FROM HOMER.
 CQ1213'ABOUT 9.5 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF U.S.
 CQ1213'HIGHWAY 79 AND LOUISIANA HIGHWAY 2 ON PROPERTY OWNED BY MARLON AYCOCK.
 CQ1213'IT IS 83 FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 2, 35 FEET
 CQ1213'EAST OF SOUTHEAST CORNER OF FRAME RESIDENCE.  SET IN THE TOP OF A
 CQ1213'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CQ1213'POST IS SET 1.0 FEET SOUTHEAST OF MARK.  SECTION 16, T 21N, R 5W.
 CQ1213
 CQ1213                          STATION RECOVERY (1987)
 CQ1213
 CQ1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 CQ1213'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ1213'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ1213'OBSERVATIONS.
 CQ1213'
 CQ1213'THE STATION IS LOCATED ABOUT 14.4 KM (9.0 MI)
 CQ1213'EAST OF HOMER AND 3.2 KM (2.0 MI) NORTH OF LIBSON.
 CQ1213'OWNERSHIP--MR. MARION W. AYCOCK, TELEPHONE 318-353--6425.
 CQ1213'
 CQ1213'TO REACH THE STATION FROM THE SQUARE IN HOMER, GO WEST ON STATE
 CQ1213'HIGHWAY 9 FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF STATE HIGHWAY 2.
 CQ1213'TURN RIGHT AND GO FOR 12.3 KM (7.65 MI) ALONG HIGHWAY 2 TO THE MARK
 CQ1213'OF THE LEFT ABOUT 8 FEET ABOVE THE LEVE OF THE ROAD, ALSO FROM THE
 CQ1213'LIBSON CEMETERY, GO EAST ALONG STATE HIGHWAY 2 FOR 2.7 KM (1.7 MI)
 CQ1213'TO THE STATION ON THE RIGHT.
 CQ1213'
 CQ1213'THE STATION IS A STANDARD CGS DISK
 CQ1213'STAMPED---AYCOCK 2 1967---,
 CQ1213'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ1213'30 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 CQ1213'25.6 METERS (84.0 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 CQ1213'16.1 METERS (53 FT) NORTH FROM THE EAST END OF A ROUND CEMENT
 CQ1213'CULVERT,
 CQ1213'11.9 METERS (39 FT) SOUTH FROM A IRONWOOD TREE,
 CQ1213'1.2 METERS (4.0 FT) NORTH FROM AN EAST-WEST FENCE AND
 CQ1213'0.30 METERS (1.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 CQ1213'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 CQ1213'STAMPED---AYCOCK 2 1967---,
 CQ1213'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CQ1213'
 CQ1213'DESCRIBED BY R.D. BALL, TYPED BY DEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1215 ***********************************************************************
 CQ1215  DESIGNATION -  AYCOCK 2 RM 3
 CQ1215  PID         -  CQ1215
 CQ1215  STATE/COUNTY-  LA/CLAIBORNE
 CQ1215  USGS QUAD   -  ARIZONA (1986)
 CQ1215
 CQ1215                         *CURRENT SURVEY CONTROL
 CQ1215  ___________________________________________________________________
 CQ1215* NAD 83(1986)-  32 48 12.     (N)    092 53 37.     (W)     SCALED    
 CQ1215* NAVD 88     -       107.446  (meters)     352.51   (feet)  ADJUSTED  
 CQ1215  ___________________________________________________________________
 CQ1215  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1215  DYNAMIC HT  -         107.327 (meters)     352.12  (feet)  COMP
 CQ1215  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CQ1215
 CQ1215  VERT ORDER  -  SECOND    CLASS 0
 CQ1215
 CQ1215.The horizontal coordinates were scaled from a topographic map and have
 CQ1215.an estimated accuracy of +/- 6 seconds.
 CQ1215
 CQ1215.The orthometric height was determined by differential leveling
 CQ1215.and adjusted by the National Geodetic Survey in June 1991..
 CQ1215
 CQ1215.The geoid height was determined by GEOID03.
 CQ1215
 CQ1215.The dynamic height is computed by dividing the NAVD 88
 CQ1215.geopotential number by the normal gravity value computed on the
 CQ1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1215.degrees latitude (g = 980.6199 gals.).
 CQ1215
 CQ1215.The modeled gravity was interpolated from observed gravity values.
 CQ1215
 CQ1215;                    North         East    Units  Estimated Accuracy
 CQ1215;SPC LA N     -   255,460.      963,130.      MT  (+/- 180 meters Scaled)
 CQ1215
 CQ1215                          SUPERSEDED SURVEY CONTROL
 CQ1215
 CQ1215  NGVD 29 (??/??/??)  107.522  (m)          352.76   (f) ADJUSTED    2 0
 CQ1215
 CQ1215.Superseded values are not recommended for survey control.
 CQ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1215.See file dsdata.txt to determine how the superseded data were derived.
 CQ1215
 CQ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS099294(NAD 83)
 CQ1215_MARKER: DR = REFERENCE MARK DISK
 CQ1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1215_STAMPING: AYCOCK 2 REF. RM 3
 CQ1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1215+STABILITY: SURFACE MOTION
 CQ1215
 CQ1215  HISTORY     - Date     Condition        Report By
 CQ1215  HISTORY     - 1967     MONUMENTED       CGS
 CQ1215  HISTORY     - 1969     GOOD             LADH
 CQ1215
 CQ1215                          STATION DESCRIPTION
 CQ1215
 CQ1215'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1215'10.8 MI NE FROM HOMER.
 CQ1215'ABOUT 9.5 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF U.S.
 CQ1215'HIGHWAY 79 AND LOUISIANA HIGHWAY 2, 61 FEET EAST OF AYCOCK 2
 CQ1215'TRIANGULATION STATION, 112 FEET SOUTHEAST OF AYCOCK REFERENCE MARK NO.
 CQ1215'2, 81 FEET NORTH OF CENTERLINE ON LOUISIANA HIGHWAY 2, 96 FEET EAST OF
 CQ1215'SOUTHEAST CORNER OF FRAME RESIDENCE.  SET IN THE TOP OF A CONCRETE
 CQ1215'POST PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ1215'SET 1.0 FEET SOUTH OF THE MARK.  SECTION 16, T 21N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1212 ***********************************************************************
 CQ1212  DESIGNATION -  AYCOCK AZ MK 2 1941 1967
 CQ1212  PID         -  CQ1212
 CQ1212  STATE/COUNTY-  LA/CLAIBORNE
 CQ1212  USGS QUAD   -  ARIZONA (1986)
 CQ1212
 CQ1212                         *CURRENT SURVEY CONTROL
 CQ1212  ___________________________________________________________________
 CQ1212* NAD 83(1986)-  32 48 11.     (N)    092 54 15.     (W)     SCALED    
 CQ1212* NAVD 88     -        95.870  (meters)     314.53   (feet)  ADJUSTED  
 CQ1212  ___________________________________________________________________
 CQ1212  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1212  DYNAMIC HT  -          95.764 (meters)     314.19  (feet)  COMP
 CQ1212  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 CQ1212
 CQ1212  VERT ORDER  -  SECOND    CLASS 0
 CQ1212
 CQ1212.The horizontal coordinates were scaled from a topographic map and have
 CQ1212.an estimated accuracy of +/- 6 seconds.
 CQ1212
 CQ1212.The orthometric height was determined by differential leveling
 CQ1212.and adjusted by the National Geodetic Survey in June 1991..
 CQ1212
 CQ1212.The geoid height was determined by GEOID03.
 CQ1212
 CQ1212.The dynamic height is computed by dividing the NAVD 88
 CQ1212.geopotential number by the normal gravity value computed on the
 CQ1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1212.degrees latitude (g = 980.6199 gals.).
 CQ1212
 CQ1212.The modeled gravity was interpolated from observed gravity values.
 CQ1212
 CQ1212;                    North         East    Units  Estimated Accuracy
 CQ1212;SPC LA N     -   255,430.      962,140.      MT  (+/- 180 meters Scaled)
 CQ1212
 CQ1212                          SUPERSEDED SURVEY CONTROL
 CQ1212
 CQ1212  NGVD 29 (??/??/??)   95.945  (m)          314.78   (f) ADJUSTED    2 0
 CQ1212
 CQ1212.Superseded values are not recommended for survey control.
 CQ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1212.See file dsdata.txt to determine how the superseded data were derived.
 CQ1212
 CQ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS089294(NAD 83)
 CQ1212_MARKER: DZ = AZIMUTH MARK DISK
 CQ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1212_STAMPING: AYCOCK 1941 AZ. 2 1967
 CQ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1212+STABILITY: SURFACE MOTION
 CQ1212
 CQ1212  HISTORY     - Date     Condition        Report By
 CQ1212  HISTORY     - 1967     MONUMENTED       CGS
 CQ1212  HISTORY     - 1969     GOOD             LADH
 CQ1212
 CQ1212                          STATION DESCRIPTION
 CQ1212
 CQ1212'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1212'10.2 MI NE FROM HOMER.
 CQ1212'ABOUT 8.9 MILES EAST ALONG LOUISIANA 2 FROM JUNCTION OF U.S. HIGHWAY
 CQ1212'79 AND LOUISIANA HIGHWAY 2, 0.6 MILE WEST OF AYCOCK 2 TRIANGULATION
 CQ1212'STATION, 126 FEET EAST OF NORTHEAST CORNER OF FRAME RESIDENCE, 115
 CQ1212'FEET NORTHEAST OF DUG WELL, 49 FEET NORTHWEST OF 16 INCH PECAN.  SET
 CQ1212'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A
 CQ1212'STEEL WITNESS POST IS SET 1.0 FEET SOUTHEAST OF THE MARK.  SECTION 16,
 CQ1212'T 21N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1214 ***********************************************************************
 CQ1214  DESIGNATION -  AYCOCK RM 2
 CQ1214  PID         -  CQ1214
 CQ1214  STATE/COUNTY-  LA/CLAIBORNE
 CQ1214  USGS QUAD   -  ARIZONA (1986)
 CQ1214
 CQ1214                         *CURRENT SURVEY CONTROL
 CQ1214  ___________________________________________________________________
 CQ1214* NAD 83(1986)-  32 48 12.     (N)    092 53 37.     (W)     SCALED    
 CQ1214* NAVD 88     -       107.049  (meters)     351.21   (feet)  ADJUSTED  
 CQ1214  ___________________________________________________________________
 CQ1214  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1214  DYNAMIC HT  -         106.931 (meters)     350.82  (feet)  COMP
 CQ1214  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CQ1214
 CQ1214  VERT ORDER  -  SECOND    CLASS 0
 CQ1214
 CQ1214.The horizontal coordinates were scaled from a topographic map and have
 CQ1214.an estimated accuracy of +/- 6 seconds.
 CQ1214
 CQ1214.The orthometric height was determined by differential leveling
 CQ1214.and adjusted by the National Geodetic Survey in June 1991..
 CQ1214
 CQ1214.The geoid height was determined by GEOID03.
 CQ1214
 CQ1214.The dynamic height is computed by dividing the NAVD 88
 CQ1214.geopotential number by the normal gravity value computed on the
 CQ1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1214.degrees latitude (g = 980.6199 gals.).
 CQ1214
 CQ1214.The modeled gravity was interpolated from observed gravity values.
 CQ1214
 CQ1214;                    North         East    Units  Estimated Accuracy
 CQ1214;SPC LA N     -   255,460.      963,130.      MT  (+/- 180 meters Scaled)
 CQ1214
 CQ1214                          SUPERSEDED SURVEY CONTROL
 CQ1214
 CQ1214  NGVD 29 (??/??/??)  107.125  (m)          351.46   (f) ADJUSTED    2 0
 CQ1214
 CQ1214.Superseded values are not recommended for survey control.
 CQ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1214.See file dsdata.txt to determine how the superseded data were derived.
 CQ1214
 CQ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS099294(NAD 83)
 CQ1214_MARKER: DR = REFERENCE MARK DISK
 CQ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1214_STAMPING: AYCOCK NO. 2 1941
 CQ1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1214+STABILITY: SURFACE MOTION
 CQ1214
 CQ1214  HISTORY     - Date     Condition        Report By
 CQ1214  HISTORY     - 1941     MONUMENTED       CGS
 CQ1214  HISTORY     - 1969     GOOD             LADH
 CQ1214
 CQ1214                          STATION DESCRIPTION
 CQ1214
 CQ1214'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1214'10.8 MI NE FROM HOMER.
 CQ1214'ABOUT 9.5 MILES EAST ALONG LOUISIANA HIGHWAY 2 FROM JUNCTION OF U.S.
 CQ1214'HIGHWAY 79 AND LOUISIANA HIGHWAY 2, 76 FEET NORTH OF AYCOCK 2 1967
 CQ1214'TRIANGULATION STATION, 159 FEET NORTH OF CENTERLINE OF LOUISIANA
 CQ1214'HIGHWAY 2, 46 FEET NORTHEAST OF NORTHEAST CORNER OF FRAME RESIDENCE,
 CQ1214'168 FEET EAST OF A DUG WELL, 59 FEET SOUTH OF 12 INCH PIN OAK.  SET IN
 CQ1214'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND. A
 CQ1214'STEEL WITNESS POST IS SET 1.0 FEET NORTH OF THE MARK.  SECTION 16, T
 CQ1214'21N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6181 ***********************************************************************
 AH6181  DESIGNATION -  AZALIA
 AH6181  PID         -  AH6181
 AH6181  STATE/COUNTY-  LA/TERREBONNE
 AH6181  USGS QUAD   -  GIBSON (1980)
 AH6181
 AH6181                         *CURRENT SURVEY CONTROL
 AH6181  ___________________________________________________________________
 AH6181* NAD 83(1992)-  29 41 47.08637(N)    090 56 32.38912(W)     ADJUSTED  
 AH6181* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6181  **This station is located in a subsidence area (see below).
 AH6181  ___________________________________________________________________
 AH6181  X           -     -91,192.948 (meters)                     COMP
 AH6181  Y           -  -5,544,234.210 (meters)                     COMP
 AH6181  Z           -   3,141,173.023 (meters)                     COMP
 AH6181  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AH6181  ELLIP HEIGHT-         -24.76  (meters)          (02/21/02) GPS OBS
 AH6181  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6181
 AH6181  HORZ ORDER  -  FIRST
 AH6181  ELLP ORDER  -  FIFTH     CLASS I
 AH6181
 AH6181.The horizontal coordinates were established by GPS observations
 AH6181.and adjusted by the National Geodetic Survey in December 1998..
 AH6181
 AH6181 ** The orthometric height has not been validated since last determined
 AH6181 ** by differential leveling and should not be used for control purposes.
 AH6181 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6181 ** area with valid NAVD 88 orthometric heights.
 AH6181 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6181 ** epoch indicated which incorporates improved geoid heights for the
 AH6181 ** Southern Louisiana Subsidence area.
 AH6181 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6181.The orthometric height was determined by GPS observations and a
 AH6181.high-resolution geoid model.
 AH6181
 AH6181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6181
 AH6181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6181
 AH6181.The ellipsoidal height was determined by GPS observations
 AH6181.and is referenced to NAD 83.
 AH6181
 AH6181.The geoid height was determined by GEOID03.
 AH6181
 AH6181;                    North         East     Units Scale Factor Converg.
 AH6181;SPC LA S     -   132,680.712 1,037,838.375   MT  0.99993977   +0 11 43.8
 AH6181;SPC LA S     -   435,303.30  3,404,974.74   sFT  0.99993977   +0 11 43.8
 AH6181;UTM  15      - 3,286,917.671   699,080.697   MT  1.00008903   +1 01 11.0
 AH6181
 AH6181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6181!SPC LA S     -   1.00000389  x   0.99993977  =   0.99994366
 AH6181!UTM  15      -   1.00000389  x   1.00008903  =   1.00009292
 AH6181
 AH6181                          SUPERSEDED SURVEY CONTROL
 AH6181
 AH6181  ELLIP H (12/17/98)  -24.75   (m)                       GP(       ) 4 2
 AH6181
 AH6181.Superseded values are not recommended for survey control.
 AH6181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6181.See file dsdata.txt to determine how the superseded data were derived.
 AH6181
 AH6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9908186918(NAD 83)
 AH6181_MARKER: I = METAL ROD
 AH6181_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6181_STAMPING: AZALIA
 AH6181_MARK LOGO: LA-109
 AH6181_PROJECTION: RECESSED 10 CENTIMETERS
 AH6181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6181+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6181_ROD/PIPE-DEPTH: 18.3 meters
 AH6181_SLEEVE-DEPTH  :  0.9 meters
 AH6181
 AH6181  HISTORY     - Date     Condition        Report By
 AH6181  HISTORY     - 1995     MONUMENTED       MPHI
 AH6181
 AH6181                          STATION DESCRIPTION
 AH6181
 AH6181'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6181'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6181'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT AND TRAVEL NORTH
 AH6181'FOR 11.8 MI (19.0 KM) TO INTERSECTION WITH HWY 20.  TRAVEL WEST ON HWY
 AH6181'20 FOR 8.4 MI (13.5 KM) TO AZALIA ROAD IN THE SMALL COMMUNITY OF
 AH6181'DONNER.  TURN LEFT ON AZALIA ROAD AND TRAVEL 0.6 MI (1.0 KM) AND THE
 AH6181'STATION IS ON THE RIGHT.  THE STATION IS A STAINLESS STEEL ROD DRIVEN
 AH6181'INTO THE GROUND. THE STATION IS 13.40 FT (4.08 M) NORTHWEST FROM THE
 AH6181'CENTERLINE OF AZALIA ROAD, 91.50 FT (27.89 M) SOUTHWEST FROM THE POWER
 AH6181'POLE WITH A LIGHT, 152.50 SOUTHWEST FROM THE FIRE HYDRANT, 38.00 FT
 AH6181'(11.58 M) NORTHWEST FROM THE POWER POLE /TELEPHONE PED.NO.257, 74.00
 AH6181'FT (22.56 M) NORTH FROM THE NORTHEAST CORNER OF HOUSE NO.257, AND
 AH6181'66.10 FT (20.15 M) NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE
 AH6181'NO.215.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6518 ***********************************************************************
 AH6518  DESIGNATION -  AZB 01
 AH6518  PID         -  AH6518
 AH6518  STATE/COUNTY-  LA/TERREBONNE
 AH6518  USGS QUAD   -  GIBSON (1980)
 AH6518
 AH6518                         *CURRENT SURVEY CONTROL
 AH6518  ___________________________________________________________________
 AH6518* NAD 83(1992)-  29 41 55.66685(N)    090 56 01.65681(W)     ADJUSTED  
 AH6518* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6518  **This station is located in a subsidence area (see below).
 AH6518  ___________________________________________________________________
 AH6518  X           -     -90,364.753 (meters)                     COMP
 AH6518  Y           -  -5,544,116.758 (meters)                     COMP
 AH6518  Z           -   3,141,402.461 (meters)                     COMP
 AH6518  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AH6518  ELLIP HEIGHT-         -24.88  (meters)          (02/21/02) GPS OBS
 AH6518  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH6518
 AH6518  HORZ ORDER  -  FIRST
 AH6518  ELLP ORDER  -  FIFTH     CLASS I
 AH6518
 AH6518.The horizontal coordinates were established by GPS observations
 AH6518.and adjusted by the National Geodetic Survey in December 1998..
 AH6518
 AH6518 ** The orthometric height has not been validated since last determined
 AH6518 ** by differential leveling and should not be used for control purposes.
 AH6518 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6518 ** area with valid NAVD 88 orthometric heights.
 AH6518 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6518 ** epoch indicated which incorporates improved geoid heights for the
 AH6518 ** Southern Louisiana Subsidence area.
 AH6518 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6518.The orthometric height was determined by GPS observations and a
 AH6518.high-resolution geoid model.
 AH6518
 AH6518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6518
 AH6518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6518
 AH6518.The ellipsoidal height was determined by GPS observations
 AH6518.and is referenced to NAD 83.
 AH6518
 AH6518.The geoid height was determined by GEOID03.
 AH6518
 AH6518;                    North         East     Units Scale Factor Converg.
 AH6518;SPC LA S     -   132,947.745 1,038,663.574   MT  0.99993955   +0 11 59.2
 AH6518;SPC LA S     -   436,179.39  3,407,682.08   sFT  0.99993955   +0 11 59.2
 AH6518;UTM  15      - 3,287,196.589   699,902.094   MT  1.00009308   +1 01 26.5
 AH6518
 AH6518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6518!SPC LA S     -   1.00000391  x   0.99993955  =   0.99994346
 AH6518!UTM  15      -   1.00000391  x   1.00009308  =   1.00009699
 AH6518
 AH6518                          SUPERSEDED SURVEY CONTROL
 AH6518
 AH6518  ELLIP H (12/17/98)  -24.87   (m)                       GP(       ) 4 2
 AH6518
 AH6518.Superseded values are not recommended for survey control.
 AH6518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6518.See file dsdata.txt to determine how the superseded data were derived.
 AH6518
 AH6518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9990287197(NAD 83)
 AH6518_MARKER: DD = SURVEY DISK
 AH6518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6518_MARK LOGO: LA-109
 AH6518_PROJECTION: FLUSH
 AH6518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6518+STABILITY: SURFACE MOTION
 AH6518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6518+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6518
 AH6518  HISTORY     - Date     Condition        Report By
 AH6518  HISTORY     - 1995     MONUMENTED       MPHI
 AH6518
 AH6518                          STATION DESCRIPTION
 AH6518
 AH6518'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6518'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6518'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT AND TRAVEL NORTH
 AH6518'FOR 11.8 MI (19.0 KM) TO INTERSECTION WITH HWY 20.  TRAVEL WEST ON HWY
 AH6518'20 FOR 8.4 MI (13.5 KM) TO AZALIA ROAD IN THE SMALL COMMUNITY OF
 AH6518'DONNER.  TURN LEFT ON AZALIA ROAD AND TRAVEL 300 FT (91.4 M) +/- AND
 AH6518'THE STATION IS ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6518'THE STATION IS 18.00 FT (5.49 M) NORTHWEST FROM THE CENTERLINE OF
 AH6518'AZALIA ROAD, 35.20 FT (10.73 M) SOUTHWEST FROM THE FIRE HYDRANT, 64.60
 AH6518'FT (19.69 M) NORTHEAST FROM THE SERVICE ROAD, 69.90 FT (21.31 M)
 AH6518'NORTHEAST FROM THE TELEPHONE PED.NO.113, 97.10 FT (29.60 M) SOUTHEAST
 AH6518'FROM THE CENTERLINE OF HWY 20, AND 67.50 FT (20.57 M) SOUTHWEST FROM
 AH6518'THE POWER POLE WITH A LIGHT AND TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6184 ***********************************************************************
 AH6184  DESIGNATION -  AZB 02
 AH6184  PID         -  AH6184
 AH6184  STATE/COUNTY-  LA/TERREBONNE
 AH6184  USGS QUAD   -  GIBSON (1980)
 AH6184
 AH6184                         *CURRENT SURVEY CONTROL
 AH6184  ___________________________________________________________________
 AH6184* NAD 83(1992)-  29 41 40.81606(N)    090 57 01.41150(W)     ADJUSTED  
 AH6184* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6184  **This station is located in a subsidence area (see below).
 AH6184  ___________________________________________________________________
 AH6184  X           -     -91,974.637 (meters)                     COMP
 AH6184  Y           -  -5,544,317.233 (meters)                     COMP
 AH6184  Z           -   3,141,005.469 (meters)                     COMP
 AH6184  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AH6184  ELLIP HEIGHT-         -24.44  (meters)          (02/21/02) GPS OBS
 AH6184  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6184
 AH6184  HORZ ORDER  -  FIRST
 AH6184  ELLP ORDER  -  FIFTH     CLASS I
 AH6184
 AH6184.The horizontal coordinates were established by GPS observations
 AH6184.and adjusted by the National Geodetic Survey in December 1998..
 AH6184
 AH6184 ** The orthometric height has not been validated since last determined
 AH6184 ** by differential leveling and should not be used for control purposes.
 AH6184 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6184 ** area with valid NAVD 88 orthometric heights.
 AH6184 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6184 ** epoch indicated which incorporates improved geoid heights for the
 AH6184 ** Southern Louisiana Subsidence area.
 AH6184 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6184.The orthometric height was determined by GPS observations and a
 AH6184.high-resolution geoid model.
 AH6184
 AH6184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6184
 AH6184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6184
 AH6184.The ellipsoidal height was determined by GPS observations
 AH6184.and is referenced to NAD 83.
 AH6184
 AH6184.The geoid height was determined by GEOID03.
 AH6184
 AH6184;                    North         East     Units Scale Factor Converg.
 AH6184;SPC LA S     -   132,485.021 1,037,058.864   MT  0.99993993   +0 11 29.3
 AH6184;SPC LA S     -   434,661.27  3,402,417.29   sFT  0.99993993   +0 11 29.3
 AH6184;UTM  15      - 3,286,710.757   698,303.968   MT  1.00008522   +1 00 56.4
 AH6184
 AH6184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6184!SPC LA S     -   1.00000384  x   0.99993993  =   0.99994377
 AH6184!UTM  15      -   1.00000384  x   1.00008522  =   1.00008906
 AH6184
 AH6184                          SUPERSEDED SURVEY CONTROL
 AH6184
 AH6184  ELLIP H (12/17/98)  -24.43   (m)                       GP(       ) 4 2
 AH6184
 AH6184.Superseded values are not recommended for survey control.
 AH6184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6184.See file dsdata.txt to determine how the superseded data were derived.
 AH6184
 AH6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9830486711(NAD 83)
 AH6184_MARKER: DD = SURVEY DISK
 AH6184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6184_STAMPING: AZB 02
 AH6184_MARK LOGO: LA-109
 AH6184_PROJECTION: FLUSH
 AH6184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6184+STABILITY: SURFACE MOTION
 AH6184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6184+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6184
 AH6184  HISTORY     - Date     Condition        Report By
 AH6184  HISTORY     - 1995     MONUMENTED       MPHI
 AH6184
 AH6184                          STATION DESCRIPTION
 AH6184
 AH6184'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6184'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6184'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT AND TRAVEL NORTH
 AH6184'FOR 11.8 MI (19.0 KM) TO INTERSECTION WITH HWY 20.  TRAVEL WEST ON HWY
 AH6184'20 FOR 8.4 MI (13.5 KM) TO AZALIA ROAD IN THE SMALL COMMUNITY OF
 AH6184'DONNER.  TURN LEFT ON AZALIA ROAD AND TRAVEL 1.1 MI (1.8 KM) AND THE
 AH6184'STATION IS ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6184'THE STATION IS 12.80 FT (3.90 M) NORTHWEST FROM THE CENTERLINE OF
 AH6184'AZALIA ROAD, 61.60 FT (18.78 M) SOUTHWEST FROM THE CENTERLINE OF THE
 AH6184'SHELL DRIVEWAY, 70.70 FT (21.55 M) NORTHWEST FROM THE NORTH CORNER OF
 AH6184'HOUSE NO.329, 54.10 FT (16.49 M) NORTHWEST FROM THE NORTHWEST CORNER
 AH6184'OF HOUSE NO.329, 199.0 FT (60.7 M) NORTHEAST FROM THE CENTERLINE OF
 AH6184'OAK STREET, 105.0 FT (32.0 M) NORTHEAST FROM THE FIRE HYDRANT, AND
 AH6184'140.30 FT (42.76 M) NORTHEAST FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1982 ***********************************************************************
 BX1982  DESIGNATION -  B 100
 BX1982  PID         -  BX1982
 BX1982  STATE/COUNTY-  LA/VERNON
 BX1982  USGS QUAD   -  DOWDEN CREEK (1994)
 BX1982
 BX1982                         *CURRENT SURVEY CONTROL
 BX1982  ___________________________________________________________________
 BX1982* NAD 83(1986)-  31 16 33.     (N)    093 21 11.     (W)     SCALED    
 BX1982* NAVD 88     -       111.66   (+/-2cm)     366.3    (feet)  VERTCON   
 BX1982  ___________________________________________________________________
 BX1982  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BX1982
 BX1982  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1982
 BX1982.The horizontal coordinates were scaled from a topographic map and have
 BX1982.an estimated accuracy of +/- 6 seconds.
 BX1982
 BX1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1982.The vertical order pertains to the NGVD 29 superseded value.
 BX1982
 BX1982.The geoid height was determined by GEOID03.
 BX1982
 BX1982;                    North         East    Units  Estimated Accuracy
 BX1982;SPC LA N     -    86,340.      918,770.      MT  (+/- 180 meters Scaled)
 BX1982
 BX1982                          SUPERSEDED SURVEY CONTROL
 BX1982
 BX1982  NGVD 29 (??/??/??)  111.747  (m)          366.62   (f) ADJUSTED    2 0
 BX1982
 BX1982.Superseded values are not recommended for survey control.
 BX1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1982.See file dsdata.txt to determine how the superseded data were derived.
 BX1982
 BX1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ663602(NAD 83)
 BX1982_MARKER: DB = BENCH MARK DISK
 BX1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1982_STAMPING: B 100 1938
 BX1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1982+STABILITY: SURFACE MOTION
 BX1982
 BX1982  HISTORY     - Date     Condition        Report By
 BX1982  HISTORY     - 1938     MONUMENTED       CGS
 BX1982  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1982  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1982
 BX1982                          STATION DESCRIPTION
 BX1982
 BX1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1982'1.7 MI N FROM ANACOCO.
 BX1982'1.7 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM ANACOCO,
 BX1982'VERNON PARISH, 0.3 MILE NORTH OF MILEPOST 657, AT THE NORTH END OF A
 BX1982'CUT, AT THE SOUTH END OF A FILL, 222 YARDS NORTH OF A CULVERT IN THE
 BX1982'FILL, AND 36 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED B
 BX1982'100 1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX1982
 BX1982                          STATION RECOVERY (1994)
 BX1982
 BX1982'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1982'MARK NOT FOUND.
 BX1982
 BX1982                          STATION RECOVERY (2001)
 BX1982
 BX1982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1982'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2169 ***********************************************************************
 BX2169  DESIGNATION -  B 102
 BX2169  PID         -  BX2169
 BX2169  STATE/COUNTY-  LA/DE SOTO
 BX2169  USGS QUAD   -  PLEASANT HILL (1989)
 BX2169
 BX2169                         *CURRENT SURVEY CONTROL
 BX2169  ___________________________________________________________________
 BX2169* NAD 83(1986)-  31 52 20.     (N)    093 34 26.     (W)     SCALED    
 BX2169* NAVD 88     -        98.414  (meters)     322.88   (feet)  ADJUSTED  
 BX2169  ___________________________________________________________________
 BX2169  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2169  DYNAMIC HT  -          98.297 (meters)     322.50  (feet)  COMP
 BX2169  MODELED GRAV-     979,449.6   (mgal)                       NAVD 88
 BX2169
 BX2169  VERT ORDER  -  FIRST     CLASS II
 BX2169
 BX2169.The horizontal coordinates were scaled from a topographic map and have
 BX2169.an estimated accuracy of +/- 6 seconds.
 BX2169
 BX2169.The orthometric height was determined by differential leveling
 BX2169.and adjusted by the National Geodetic Survey in February 1994..
 BX2169
 BX2169.The geoid height was determined by GEOID03.
 BX2169
 BX2169.The dynamic height is computed by dividing the NAVD 88
 BX2169.geopotential number by the normal gravity value computed on the
 BX2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2169.degrees latitude (g = 980.6199 gals.).
 BX2169
 BX2169.The modeled gravity was interpolated from observed gravity values.
 BX2169
 BX2169;                    North         East    Units  Estimated Accuracy
 BX2169;SPC LA N     -   152,650.      898,400.      MT  (+/- 180 meters Scaled)
 BX2169
 BX2169                          SUPERSEDED SURVEY CONTROL
 BX2169
 BX2169  NGVD 29 (??/??/??)   98.456  (m)          323.02   (f) ADJUSTED    1 2
 BX2169
 BX2169.Superseded values are not recommended for survey control.
 BX2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2169.See file dsdata.txt to determine how the superseded data were derived.
 BX2169
 BX2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR457264(NAD 83)
 BX2169_MARKER: DB = BENCH MARK DISK
 BX2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2169_STAMPING: B-102-1938
 BX2169_MARK LOGO: CGS   
 BX2169_PROJECTION: PROJECTING 13 CENTIMETERS
 BX2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2169+STABILITY: SURFACE MOTION
 BX2169
 BX2169  HISTORY     - Date     Condition        Report By
 BX2169  HISTORY     - 1938     MONUMENTED       CGS
 BX2169  HISTORY     - 1981     GOOD             LADTD
 BX2169
 BX2169                          STATION DESCRIPTION
 BX2169
 BX2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2169'1 MI SE FROM PELICAN.
 BX2169'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2169'STATION AT PELICAN, DE SOTO PARISH, ABOUT 610 FEET SOUTHEAST OF
 BX2169'MILEPOST 274, ABOUT 340 FEET NORTHWEST OF THE NORTHWEST END OF TRESTLE
 BX2169'273.8, AND 48 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK. A
 BX2169'STANDARD DISK, STAMPED B 102 1938 AND SET IN THE TOP OF A CONCRETE
 BX2169'POST.
 BX2169
 BX2169                          STATION RECOVERY (1981)
 BX2169
 BX2169'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BX2169'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  ABOUT
 BX2169'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 513 FROM THE PELICAN HIGH
 BX2169'SCHOOL IN PELICAN TO THE INTERSECTION WITH STATE HIGHWAY 483, THENCE
 BX2169'EAST ACROSS STATE HIGHWAY 483 FOR 0.2 KM (0.1 MI) TO A FORK IN THE
 BX2169'ROAD, TAKE RIGHT BLACK TOP DRIVE, THENCE CONTINUE EAST FOR 0.7 KM
 BX2169'(0.45 MI) TO THE END OF BLACK TOP ROAD, THENCE SOUTH ACROSS OLD
 BX2169'RAILROAD BED TO AN OPEN PASTURE, THENCE EAST ALONG WOOD LINE FOR 663
 BX2169'METERS (2175 FT), MARK WILL BE TO NORTH ACROSS RAILROAD BED, 107
 BX2169'METERS (351 FT) NORTH-NORTHEAST OF A POWER POLE NUMBER P 1180, 71.3
 BX2169'METERS (234 FT) NORTH-NORTHWEST OF A POWER POLE NUMBER P 170, 14.6
 BX2169'METERS (48 FT) NORTH OF THE CENTER OF RAILROAD BED AND 0.2 METER
 BX2169'(0.5 FT) NORTH OF A FENCE.
 BX2169'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BX2169'THE MARK IS 4.57 M ABOVE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2021 ***********************************************************************
 CQ2021  DESIGNATION -  B 103
 CQ2021  PID         -  CQ2021
 CQ2021  STATE/COUNTY-  LA/BOSSIER
 CQ2021  USGS QUAD   -  EASTWOOD (1975)
 CQ2021
 CQ2021                         *CURRENT SURVEY CONTROL
 CQ2021  ___________________________________________________________________
 CQ2021* NAD 83(1986)-  32 32 03.     (N)    093 33 30.     (W)     SCALED    
 CQ2021* NAVD 88     -        68.727  (meters)     225.48   (feet)  ADJUSTED  
 CQ2021  ___________________________________________________________________
 CQ2021  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2021  DYNAMIC HT  -          68.649 (meters)     225.23  (feet)  COMP
 CQ2021  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 CQ2021
 CQ2021  VERT ORDER  -  FIRST     CLASS I
 CQ2021
 CQ2021.The horizontal coordinates were scaled from a topographic map and have
 CQ2021.an estimated accuracy of +/- 6 seconds.
 CQ2021
 CQ2021.The orthometric height was determined by differential leveling
 CQ2021.and adjusted by the National Geodetic Survey in June 1991..
 CQ2021.WARNING-Repeat measurements at this control monument indicate possible
 CQ2021.vertical movement.
 CQ2021
 CQ2021.The geoid height was determined by GEOID03.
 CQ2021
 CQ2021.The dynamic height is computed by dividing the NAVD 88
 CQ2021.geopotential number by the normal gravity value computed on the
 CQ2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2021.degrees latitude (g = 980.6199 gals.).
 CQ2021
 CQ2021.The modeled gravity was interpolated from observed gravity values.
 CQ2021
 CQ2021;                    North         East    Units  Estimated Accuracy
 CQ2021;SPC LA N     -   226,030.      900,580.      MT  (+/- 180 meters Scaled)
 CQ2021
 CQ2021                          SUPERSEDED SURVEY CONTROL
 CQ2021
 CQ2021  NGVD 29 (??/??/??)   68.801  (m)          225.72   (f) ADJUSTED    1 1
 CQ2021
 CQ2021.Superseded values are not recommended for survey control.
 CQ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2021.See file dsdata.txt to determine how the superseded data were derived.
 CQ2021
 CQ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR475997(NAD 83)
 CQ2021_MARKER: DB = BENCH MARK DISK
 CQ2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2021_STAMPING: B 103 1938
 CQ2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2021+STABILITY: SURFACE MOTION
 CQ2021
 CQ2021  HISTORY     - Date     Condition        Report By
 CQ2021  HISTORY     - 1938     MONUMENTED       CGS
 CQ2021  HISTORY     - 1969     GOOD             CGS
 CQ2021
 CQ2021                          STATION DESCRIPTION
 CQ2021
 CQ2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2021'3.25 MI W FROM HAUGHTON.
 CQ2021'ABOUT 3.25 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2021'POST OFFICE AT HAUGHTON, 47 YARDS EAST OF MILEPOST 157, 43 FEET SOUTH
 CQ2021'OF THE SOUTH RAIL, 10 TELEPHONE POLES WEST OF A TELEPHONE BOOTH, 89
 CQ2021'FEET SOUTH AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 2, ABOUT 1
 CQ2021'FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CQ2021'POST WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC
 CQ2021'24, T 18 N R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1638 ***********************************************************************
 CQ1638  DESIGNATION -  B 105
 CQ1638  PID         -  CQ1638
 CQ1638  STATE/COUNTY-  LA/DE SOTO
 CQ1638  USGS QUAD   -  MANSFIELD (1994)
 CQ1638
 CQ1638                         *CURRENT SURVEY CONTROL
 CQ1638  ___________________________________________________________________
 CQ1638* NAD 83(1986)-  32 02 27.     (N)    093 40 54.     (W)     SCALED    
 CQ1638* NAVD 88     -       101.93   (+/-2cm)     334.4    (feet)  VERTCON   
 CQ1638  ___________________________________________________________________
 CQ1638  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ1638
 CQ1638  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1638
 CQ1638.The horizontal coordinates were scaled from a topographic map and have
 CQ1638.an estimated accuracy of +/- 6 seconds.
 CQ1638
 CQ1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1638.The vertical order pertains to the NGVD 29 superseded value.
 CQ1638
 CQ1638.The geoid height was determined by GEOID03.
 CQ1638
 CQ1638;                    North         East    Units  Estimated Accuracy
 CQ1638;SPC LA N     -   171,450.      888,400.      MT  (+/- 180 meters Scaled)
 CQ1638
 CQ1638                          SUPERSEDED SURVEY CONTROL
 CQ1638
 CQ1638  NGVD 29 (??/??/??)  101.989  (m)          334.61   (f) ADJUSTED    1 2
 CQ1638
 CQ1638.Superseded values are not recommended for survey control.
 CQ1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1638.See file dsdata.txt to determine how the superseded data were derived.
 CQ1638
 CQ1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR356451(NAD 83)
 CQ1638_MARKER: DB = BENCH MARK DISK
 CQ1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1638_STAMPING: B 105 1938
 CQ1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1638+STABILITY: SURFACE MOTION
 CQ1638
 CQ1638  HISTORY     - Date     Condition        Report By
 CQ1638  HISTORY     - 1938     MONUMENTED       CGS
 CQ1638  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1638  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1638  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1638
 CQ1638                          STATION DESCRIPTION
 CQ1638
 CQ1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1638'1.2 MI NE FROM MANSFIELD.
 CQ1638'1.2 MILES NORTHEAST ALONG U. S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1638'SOUTHERN RAILWAY STATION AT MANSFIELD, DE SOTO PARISH, ON TOP OF THE
 CQ1638'FIRST HILL EAST OF THE END OF THE HARD SURFACE ROAD, AT THE GULF
 CQ1638'REFINING CO. TANK STORAGE FIELD, 25 FEET NORTHEAST OF AN ENTRANCE
 CQ1638'GATE, 48 FEET NORTHWEST OF TWO LARGE PINE TREES SOUTHEAST OF THE
 CQ1638'HIGHWAY, AND 25 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A
 CQ1638'STANDARD DISK, STAMPED B 105 1938 AND SET IN THE TOP OF A CONCRETE
 CQ1638'POST.  NOTE-- ROADBED HAS BEEN WIDENED IN THIS AREA.
 CQ1638
 CQ1638                          STATION RECOVERY (1974)
 CQ1638
 CQ1638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1638'MARK NOT FOUND.
 CQ1638
 CQ1638                          STATION RECOVERY (1996)
 CQ1638
 CQ1638'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1684 ***********************************************************************
 CP1684  DESIGNATION -  B 106 RM
 CP1684  PID         -  CP1684
 CP1684  STATE/COUNTY-  LA/TENSAS
 CP1684  USGS QUAD   -  GRAND GULF (1963)
 CP1684
 CP1684                         *CURRENT SURVEY CONTROL
 CP1684  ___________________________________________________________________
 CP1684* NAD 83(1986)-  32 06 10.     (N)    091 06 18.     (W)     SCALED    
 CP1684* NAVD 88     -        27.66   (+/-2cm)      90.7    (feet)  VERTCON   
 CP1684  ___________________________________________________________________
 CP1684  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1684
 CP1684  VERT ORDER  -  ? (See Below)
 CP1684
 CP1684.The horizontal coordinates were scaled from a topographic map and have
 CP1684.an estimated accuracy of +/- 6 seconds.
 CP1684
 CP1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1684.The vertical order pertains to the NGVD 29 superseded value.
 CP1684
 CP1684.The geoid height was determined by GEOID03.
 CP1684
 CP1684;                    North         East    Units  Estimated Accuracy
 CP1684;SPC LA N     -   178,560.    1,131,660.      MT  (+/- 180 meters Scaled)
 CP1684
 CP1684                          SUPERSEDED SURVEY CONTROL
 CP1684
 CP1684  NGVD 29 (??/??/92)   27.683  (m)           90.82   (f) ADJ UNCH    ?  
 CP1684
 CP1684.Superseded values are not recommended for survey control.
 CP1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1684.See file dsdata.txt to determine how the superseded data were derived.
 CP1684
 CP1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR788534(NAD 83)
 CP1684_MARKER: S = SPIKE
 CP1684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1684_SP_SET: TREE
 CP1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1684
 CP1684  HISTORY     - Date     Condition        Report By
 CP1684  HISTORY     - UNK      MONUMENTED       CGS
 CP1684  HISTORY     - 1938     GOOD             NGS
 CP1684
 CP1684                          STATION DESCRIPTION
 CP1684
 CP1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1684'9 MI E FROM NEWELLTON.
 CP1684'9 MILES EAST OF NEWELLTON, TENSAS PARISH, AT BUCK RIDGE LANDING, 0.2
 CP1684'MILE FROM BENCH MARK B 106, 95 FEET PERPENDICULAR TO THE RIGHT FROM
 CP1684'RANGE 290, AT A POINT 765 FEET LANDWARD FROM 1938 P. I. (VICKERYS)
 CP1684'CONTROL, 200 FEET BEHIND A FIELD, AT THE LOWER EDGE OF LARGE TIMBER,
 CP1684'DIRECTLY ABOVE A THICK GROWTH OF SMALL COTTONWOOD, SYCAMORE, AND THORN
 CP1684'TREES, IN THE DOWNSTREAM SIDE OF A 27-INCH COTTONWOOD TREE, IN THE
 CP1684'BOTTOM OF A TRIANGULAR BLAZE, AND 4 FEET ABOVE THE GROUND.  A BOAT
 CP1684'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1268 ***********************************************************************
 BK1268  DESIGNATION -  B 109
 BK1268  PID         -  BK1268
 BK1268  STATE/COUNTY-  LA/BEAUREGARD
 BK1268  USGS QUAD   -  DERIDDER (1994)
 BK1268
 BK1268                         *CURRENT SURVEY CONTROL
 BK1268  ___________________________________________________________________
 BK1268* NAD 83(1986)-  30 49 24.     (N)    093 19 23.     (W)     SCALED    
 BK1268* NAVD 88     -        60.06   (+/-2cm)     197.0    (feet)  VERTCON   
 BK1268  ___________________________________________________________________
 BK1268  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK1268
 BK1268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1268
 BK1268.The horizontal coordinates were scaled from a topographic map and have
 BK1268.an estimated accuracy of +/- 6 seconds.
 BK1268
 BK1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1268.The vertical order pertains to the NGVD 29 superseded value.
 BK1268
 BK1268.The geoid height was determined by GEOID03.
 BK1268
 BK1268;                    North         East    Units  Estimated Accuracy
 BK1268;SPC LA S     -   259,190.      809,630.      MT  (+/- 180 meters Scaled)
 BK1268
 BK1268                          SUPERSEDED SURVEY CONTROL
 BK1268
 BK1268  NGVD 29 (??/??/??)   60.214  (m)          197.55   (f) ADJUSTED    2 0
 BK1268
 BK1268.Superseded values are not recommended for survey control.
 BK1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1268.See file dsdata.txt to determine how the superseded data were derived.
 BK1268
 BK1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ691100(NAD 83)
 BK1268_MARKER: DB = BENCH MARK DISK
 BK1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1268_STAMPING: B 109 1945
 BK1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1268+STABILITY: SURFACE MOTION
 BK1268
 BK1268  HISTORY     - Date     Condition        Report By
 BK1268  HISTORY     - 1945     MONUMENTED       CGS
 BK1268
 BK1268                          STATION DESCRIPTION
 BK1268
 BK1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 BK1268'2.3 MI SW FROM DE RIDDER.
 BK1268'2.3 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1268'THE STATION AT DE RIDDER, BEAUREGARD PARISH, AT THE SOUTHEAST CORNER
 BK1268'OF THE DE RIDDER ARMY AIR BASE RESERVATION, AT THE T-JUNCTION OF A
 BK1268'ROAD LEADING NORTH AND A ROAD PARALLELING THE TRACK, 57 FEET WEST OF
 BK1268'THE CENTERLINE OF THE SIDE ROAD, 42 FEET NORTH OF THE CENTERLINE OF
 BK1268'THE ROAD PARALLELING THE TRACK, 0.8 FOOT EAST OF THE RESERVATION FENCE
 BK1268'LINE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK,
 BK1268'STAMPED B 109 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BK1268'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0697 ***********************************************************************
 CQ0697  DESIGNATION -  B 115
 CQ0697  PID         -  CQ0697
 CQ0697  STATE/COUNTY-  LA/OUACHITA
 CQ0697  USGS QUAD   -  LUNA (1982)
 CQ0697
 CQ0697                         *CURRENT SURVEY CONTROL
 CQ0697  ___________________________________________________________________
 CQ0697* NAD 83(1986)-  32 22 10.     (N)    092 10 28.     (W)     SCALED    
 CQ0697* NAVD 88     -        26.88   (+/-2cm)      88.2    (feet)  VERTCON   
 CQ0697  ___________________________________________________________________
 CQ0697  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0697
 CQ0697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0697
 CQ0697.The horizontal coordinates were scaled from a topographic map and have
 CQ0697.an estimated accuracy of +/- 6 seconds.
 CQ0697
 CQ0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0697.The vertical order pertains to the NGVD 29 superseded value.
 CQ0697
 CQ0697.The geoid height was determined by GEOID03.
 CQ0697
 CQ0697;                    North         East    Units  Estimated Accuracy
 CQ0697;SPC LA N     -   207,320.    1,030,640.      MT  (+/- 180 meters Scaled)
 CQ0697
 CQ0697                          SUPERSEDED SURVEY CONTROL
 CQ0697
 CQ0697  NGVD 29 (??/??/??)   26.922  (m)           88.33   (f) ADJUSTED    2 0
 CQ0697
 CQ0697.Superseded values are not recommended for survey control.
 CQ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0697.See file dsdata.txt to determine how the superseded data were derived.
 CQ0697
 CQ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR776816(NAD 83)
 CQ0697_MARKER: DB = BENCH MARK DISK
 CQ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0697_STAMPING: B 115 1949
 CQ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0697+STABILITY: SURFACE MOTION
 CQ0697
 CQ0697  HISTORY     - Date     Condition        Report By
 CQ0697  HISTORY     - 1949     MONUMENTED       CGS
 CQ0697
 CQ0697                          STATION DESCRIPTION
 CQ0697
 CQ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0697'4.7 MI NE FROM LUNA.
 CQ0697'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0697'HIGHWAYS 200 AND 1496 AT LUNA, AT A Y ROAD JUNCTION, 400 FEET SOUTH OF
 CQ0697'A WOODEN BRIDGE, ON THE NORTH SLOPE OF A HILL, 63 FEET SOUTHWEST OF
 CQ0697'THE EXTENDED CENTER LINE OF A SIDE ROAD LEADING SOUTHEAST, 56 FEET
 CQ0697'WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 1.7 FEET EAST OF
 CQ0697'A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ0697'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0692 ***********************************************************************
 CQ0692  DESIGNATION -  B 116
 CQ0692  PID         -  CQ0692
 CQ0692  STATE/COUNTY-  LA/OUACHITA
 CQ0692  USGS QUAD   -  BOSCO (1982)
 CQ0692
 CQ0692                         *CURRENT SURVEY CONTROL
 CQ0692  ___________________________________________________________________
 CQ0692* NAD 83(1986)-  32 20 06.     (N)    092 07 25.     (W)     SCALED    
 CQ0692* NAVD 88     -        25.24   (+/-2cm)      82.8    (feet)  VERTCON   
 CQ0692  ___________________________________________________________________
 CQ0692  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0692
 CQ0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0692
 CQ0692.The horizontal coordinates were scaled from a topographic map and have
 CQ0692.an estimated accuracy of +/- 6 seconds.
 CQ0692
 CQ0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0692.The vertical order pertains to the NGVD 29 superseded value.
 CQ0692
 CQ0692.The geoid height was determined by GEOID03.
 CQ0692
 CQ0692;                    North         East    Units  Estimated Accuracy
 CQ0692;SPC LA N     -   203,520.    1,035,430.      MT  (+/- 180 meters Scaled)
 CQ0692
 CQ0692                          SUPERSEDED SURVEY CONTROL
 CQ0692
 CQ0692  NGVD 29 (??/??/??)   25.274  (m)           82.92   (f) ADJUSTED    2 0
 CQ0692
 CQ0692.Superseded values are not recommended for survey control.
 CQ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0692.See file dsdata.txt to determine how the superseded data were derived.
 CQ0692
 CQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR824779(NAD 83)
 CQ0692_MARKER: DB = BENCH MARK DISK
 CQ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0692_STAMPING: B 116 1949
 CQ0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0692+STABILITY: SURFACE MOTION
 CQ0692
 CQ0692  HISTORY     - Date     Condition        Report By
 CQ0692  HISTORY     - 1949     MONUMENTED       CGS
 CQ0692
 CQ0692                          STATION DESCRIPTION
 CQ0692
 CQ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0692'10.0 MI E FROM LUNA.
 CQ0692'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0692'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 3.0 MILES SOUTHEAST ALONG A
 CQ0692'PARISH ROAD, THENCE 2.3 MILES EAST ALONG A PARISH ROAD.  AT A Y ROAD
 CQ0692'JUNCTION, 250 FEET WEST OF A TIN ROOFED SHED WHICH IS ON THE SOUTH
 CQ0692'SIDE OF THE ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE EAST AND
 CQ0692'WEST ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF A WOODS ROAD
 CQ0692'LEADING SOUTH, 9 FEET NORTHEAST OF A 30 INCH TRIANGULAR BLAZED PINE
 CQ0692'TREE, 9 FEET SOUTH OF AN 8 INCH TRIANGULAR BLAZED PINE TREE, 2 FEET
 CQ0692'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0692'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0826 ***********************************************************************
 CQ0826  DESIGNATION -  B 117
 CQ0826  PID         -  CQ0826
 CQ0826  STATE/COUNTY-  LA/CALDWELL
 CQ0826  USGS QUAD   -  BLANKSTON (1989)
 CQ0826
 CQ0826                         *CURRENT SURVEY CONTROL
 CQ0826  ___________________________________________________________________
 CQ0826* NAD 83(1986)-  32 10 21.     (N)    092 09 33.     (W)     SCALED    
 CQ0826* NAVD 88     -        63.55   (+/-2cm)     208.5    (feet)  VERTCON   
 CQ0826  ___________________________________________________________________
 CQ0826  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0826
 CQ0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0826
 CQ0826.The horizontal coordinates were scaled from a topographic map and have
 CQ0826.an estimated accuracy of +/- 6 seconds.
 CQ0826
 CQ0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0826.The vertical order pertains to the NGVD 29 superseded value.
 CQ0826
 CQ0826.The geoid height was determined by GEOID03.
 CQ0826
 CQ0826;                    North         East    Units  Estimated Accuracy
 CQ0826;SPC LA N     -   185,490.    1,032,140.      MT  (+/- 180 meters Scaled)
 CQ0826
 CQ0826                          SUPERSEDED SURVEY CONTROL
 CQ0826
 CQ0826  NGVD 29 (??/??/??)   63.578  (m)          208.59   (f) ADJUSTED    2 0
 CQ0826
 CQ0826.Superseded values are not recommended for survey control.
 CQ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0826.See file dsdata.txt to determine how the superseded data were derived.
 CQ0826
 CQ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR792598(NAD 83)
 CQ0826_MARKER: DB = BENCH MARK DISK
 CQ0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0826_STAMPING: B 117 1949
 CQ0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0826+STABILITY: SURFACE MOTION
 CQ0826
 CQ0826  HISTORY     - Date     Condition        Report By
 CQ0826  HISTORY     - 1949     MONUMENTED       CGS
 CQ0826  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0826
 CQ0826                          STATION DESCRIPTION
 CQ0826
 CQ0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0826'4.0 MI NE FROM MOUNT PLEASANT.
 CQ0826'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0826'CHURCH AT MOUNT PLEASANT, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY
 CQ0826'1636.  ALONG THE NORTH EDGE OF A TRIANGLE FORMED BY A ROAD JUNCTION,
 CQ0826'122 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST,
 CQ0826'79 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1636, 22 FEET
 CQ0826'SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 1.6 FEET NORTHWEST
 CQ0826'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CQ0826'0.2 FOOT ABOVE THE GROUND.
 CQ0826
 CQ0826                          STATION RECOVERY (1986)
 CQ0826
 CQ0826'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0071 ***********************************************************************
 CQ0071  DESIGNATION -  B 118
 CQ0071  PID         -  CQ0071
 CQ0071  STATE/COUNTY-  LA/OUACHITA
 CQ0071  USGS QUAD   -  CALHOUN (1994)
 CQ0071
 CQ0071                         *CURRENT SURVEY CONTROL
 CQ0071  ___________________________________________________________________
 CQ0071* NAD 83(1986)-  32 30 31.     (N)    092 21 31.     (W)     SCALED    
 CQ0071* NAVD 88     -        49.133  (meters)     161.20   (feet)  ADJUSTED  
 CQ0071  ___________________________________________________________________
 CQ0071  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0071  DYNAMIC HT  -          49.078 (meters)     161.02  (feet)  COMP
 CQ0071  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CQ0071
 CQ0071  VERT ORDER  -  FIRST     CLASS I
 CQ0071
 CQ0071.The horizontal coordinates were scaled from a topographic map and have
 CQ0071.an estimated accuracy of +/- 6 seconds.
 CQ0071
 CQ0071.The orthometric height was determined by differential leveling
 CQ0071.and adjusted by the National Geodetic Survey in June 1991..
 CQ0071
 CQ0071.The geoid height was determined by GEOID03.
 CQ0071
 CQ0071.The dynamic height is computed by dividing the NAVD 88
 CQ0071.geopotential number by the normal gravity value computed on the
 CQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0071.degrees latitude (g = 980.6199 gals.).
 CQ0071
 CQ0071.The modeled gravity was interpolated from observed gravity values.
 CQ0071
 CQ0071;                    North         East    Units  Estimated Accuracy
 CQ0071;SPC LA N     -   222,720.    1,013,290.      MT  (+/- 180 meters Scaled)
 CQ0071
 CQ0071                          SUPERSEDED SURVEY CONTROL
 CQ0071
 CQ0071  NGVD 29 (??/??/??)   49.189  (m)          161.38   (f) ADJUSTED    1 1
 CQ0071
 CQ0071.Superseded values are not recommended for survey control.
 CQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0071.See file dsdata.txt to determine how the superseded data were derived.
 CQ0071
 CQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR602969(NAD 83)
 CQ0071_MARKER: DB = BENCH MARK DISK
 CQ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0071_STAMPING: B 118 1949
 CQ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0071+STABILITY: SURFACE MOTION
 CQ0071
 CQ0071  HISTORY     - Date     Condition        Report By
 CQ0071  HISTORY     - 1949     MONUMENTED       CGS
 CQ0071  HISTORY     - 1969     GOOD             CGS
 CQ0071  HISTORY     - 19910423 GOOD             USPSQD
 CQ0071  HISTORY     - 20040704 GOOD             GEOCAC
 CQ0071
 CQ0071                          STATION DESCRIPTION
 CQ0071
 CQ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0071'0.25 MI S FROM CALHOUN.
 CQ0071'ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE AT
 CQ0071'CALHOUN, AT THE CROSSING OF THE HIGHWAY AND THE ILLINOIS CENTRAL
 CQ0071'RAILROAD, 116 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 CQ0071'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 25 FEET NORTH OF THE NORTH
 CQ0071'RAIL OF A SIDETRACK, 13 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CQ0071'OLD STATION, 3 FEET NORTHEAST OF A TELEPHONE POLE, 0.8 FOOT EAST OF A
 CQ0071'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CQ0071'OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE
 CQ0071'GROUND.  SEC 34, T 18N, R 1E.
 CQ0071
 CQ0071                          STATION RECOVERY (1991)
 CQ0071
 CQ0071'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0071'RECOVERED IN GOOD CONDITION.
 CQ0071
 CQ0071                          STATION RECOVERY (2004)
 CQ0071
 CQ0071'RECOVERY NOTE BY GEOCACHING 2004 (BKT)
 CQ0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0700 ***********************************************************************
 CQ0700  DESIGNATION -  B 119
 CQ0700  PID         -  CQ0700
 CQ0700  STATE/COUNTY-  LA/JACKSON
 CQ0700  USGS QUAD   -  CHATHAM SE (1982)
 CQ0700
 CQ0700                         *CURRENT SURVEY CONTROL
 CQ0700  ___________________________________________________________________
 CQ0700* NAD 83(1986)-  32 19 25.     (N)    092 19 50.     (W)     SCALED    
 CQ0700* NAVD 88     -        58.74   (+/-2cm)     192.7    (feet)  VERTCON   
 CQ0700  ___________________________________________________________________
 CQ0700  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0700
 CQ0700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0700
 CQ0700.The horizontal coordinates were scaled from a topographic map and have
 CQ0700.an estimated accuracy of +/- 6 seconds.
 CQ0700
 CQ0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0700.The vertical order pertains to the NGVD 29 superseded value.
 CQ0700
 CQ0700.The geoid height was determined by GEOID03.
 CQ0700
 CQ0700;                    North         East    Units  Estimated Accuracy
 CQ0700;SPC LA N     -   202,210.    1,015,950.      MT  (+/- 180 meters Scaled)
 CQ0700
 CQ0700                          SUPERSEDED SURVEY CONTROL
 CQ0700
 CQ0700  NGVD 29 (??/??/??)   58.777  (m)          192.84   (f) ADJUSTED    2 0
 CQ0700
 CQ0700.Superseded values are not recommended for survey control.
 CQ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0700.See file dsdata.txt to determine how the superseded data were derived.
 CQ0700
 CQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR630765(NAD 83)
 CQ0700_MARKER: DB = BENCH MARK DISK
 CQ0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0700_SP_SET: BRIDGE
 CQ0700_STAMPING: B 119 1949
 CQ0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0700
 CQ0700  HISTORY     - Date     Condition        Report By
 CQ0700  HISTORY     - 1949     MONUMENTED       CGS
 CQ0700  HISTORY     - 1950     GOOD             CGS
 CQ0700  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0700
 CQ0700                          STATION DESCRIPTION
 CQ0700
 CQ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0700'5.7 MI SW FROM OKALOOSA.
 CQ0700'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0700'OKALOOSA, THENCE 1.4 MILES SOUTH ALONG A PARISH ROAD, THENCE 2.8 MILES
 CQ0700'SOUTHWEST ALONG STATE HIGHWAY 543.  11 FEET SOUTHEAST OF THE CENTER
 CQ0700'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE
 CQ0700'SOUTHEAST CURBING OF A CONCRETE BRIDGE, 5.4 FEET NORTHEAST OF THE
 CQ0700'SOUTHWEST END OF THE CURBING.  NOTE-- STATE HIGHWAY 543 IS NOW STATE
 CQ0700'HIGHWAY 499.
 CQ0700
 CQ0700                          STATION RECOVERY (1977)
 CQ0700
 CQ0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1722 ***********************************************************************
 CQ1722  DESIGNATION -  B 12
 CQ1722  PID         -  CQ1722
 CQ1722  STATE/COUNTY-  LA/DE SOTO
 CQ1722  USGS QUAD   -  KEATCHIE (1972)
 CQ1722
 CQ1722                         *CURRENT SURVEY CONTROL
 CQ1722  ___________________________________________________________________
 CQ1722* NAD 83(1986)-  32 08 45.     (N)    093 55 39.     (W)     SCALED    
 CQ1722* NAVD 88     -        96.03   (+/-2cm)     315.1    (feet)  VERTCON   
 CQ1722  ___________________________________________________________________
 CQ1722  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1722
 CQ1722  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1722
 CQ1722.The horizontal coordinates were scaled from a topographic map and have
 CQ1722.an estimated accuracy of +/- 6 seconds.
 CQ1722
 CQ1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1722.The vertical order pertains to the NGVD 29 superseded value.
 CQ1722
 CQ1722.The geoid height was determined by GEOID03.
 CQ1722
 CQ1722;                    North         East    Units  Estimated Accuracy
 CQ1722;SPC LA N     -   183,370.      865,340.      MT  (+/- 180 meters Scaled)
 CQ1722
 CQ1722                          SUPERSEDED SURVEY CONTROL
 CQ1722
 CQ1722  NGVD 29 (??/??/??)   96.098  (m)          315.28   (f) ADJUSTED    1 2
 CQ1722
 CQ1722.Superseded values are not recommended for survey control.
 CQ1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1722.See file dsdata.txt to determine how the superseded data were derived.
 CQ1722
 CQ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR125569(NAD 83)
 CQ1722_MARKER: DB = BENCH MARK DISK
 CQ1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1722_STAMPING: B 12 1919 315.282
 CQ1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1722+STABILITY: SURFACE MOTION
 CQ1722
 CQ1722  HISTORY     - Date     Condition        Report By
 CQ1722  HISTORY     - 1919     MONUMENTED       CGS
 CQ1722  HISTORY     - 1952     MARK NOT FOUND   CGS
 CQ1722  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ1722
 CQ1722                          STATION DESCRIPTION
 CQ1722
 CQ1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1722'1.2 MI N FROM WASHBURN.
 CQ1722'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 38 FROM WASHBURN, DE SOTO
 CQ1722'PARISH, ABOUT 0.6 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CQ1722'FROM KOLTER, 49 FEET SOUTH OF MILEPOST 204, 38.9 FEET WEST OF THE WEST
 CQ1722'RAIL, AND 25 FEET EAST OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 CQ1722'315.282 B 12 1919 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE
 CQ1722'IS A LARGE DITCH WHERE THE MARK SHOULD BE.
 CQ1722
 CQ1722                          STATION RECOVERY (1996)
 CQ1722
 CQ1722'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1672 ***********************************************************************
 CQ1672  DESIGNATION -  B 120
 CQ1672  PID         -  CQ1672
 CQ1672  STATE/COUNTY-  LA/CADDO
 CQ1672  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1672
 CQ1672                         *CURRENT SURVEY CONTROL
 CQ1672  ___________________________________________________________________
 CQ1672* NAD 83(1986)-  32 27 03.     (N)    093 49 37.     (W)     SCALED    
 CQ1672* NAVD 88     -        75.015  (meters)     246.11   (feet)  ADJUSTED  
 CQ1672  ___________________________________________________________________
 CQ1672  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1672  DYNAMIC HT  -          74.931 (meters)     245.84  (feet)  COMP
 CQ1672  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CQ1672
 CQ1672  VERT ORDER  -  FIRST     CLASS II
 CQ1672
 CQ1672.This mark is at Shreveport Regional Airport (SHV)
 CQ1672
 CQ1672.The horizontal coordinates were scaled from a topographic map and have
 CQ1672.an estimated accuracy of +/- 6 seconds.
 CQ1672
 CQ1672.The orthometric height was determined by differential leveling
 CQ1672.and adjusted by the National Geodetic Survey in June 1991..
 CQ1672
 CQ1672.The geoid height was determined by GEOID03.
 CQ1672
 CQ1672.The dynamic height is computed by dividing the NAVD 88
 CQ1672.geopotential number by the normal gravity value computed on the
 CQ1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1672.degrees latitude (g = 980.6199 gals.).
 CQ1672
 CQ1672.The modeled gravity was interpolated from observed gravity values.
 CQ1672
 CQ1672;                    North         East    Units  Estimated Accuracy
 CQ1672;SPC LA N     -   217,070.      875,240.      MT  (+/- 180 meters Scaled)
 CQ1672
 CQ1672                          SUPERSEDED SURVEY CONTROL
 CQ1672
 CQ1672  NGVD 29 (??/??/??)   75.089  (m)          246.35   (f) ADJUSTED    1 2
 CQ1672
 CQ1672.Superseded values are not recommended for survey control.
 CQ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1672.See file dsdata.txt to determine how the superseded data were derived.
 CQ1672
 CQ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR222907(NAD 83)
 CQ1672_MARKER: DB = BENCH MARK DISK
 CQ1672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1672_SP_SET: BUILDING
 CQ1672_STAMPING: B - 120
 CQ1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1672
 CQ1672  HISTORY     - Date     Condition        Report By
 CQ1672  HISTORY     - UNK      MONUMENTED       CGS
 CQ1672  HISTORY     - 1953     GOOD             CGS
 CQ1672  HISTORY     - 1981     MARK NOT FOUND   USGS
 CQ1672  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1672
 CQ1672                          STATION DESCRIPTION
 CQ1672
 CQ1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CQ1672'8.0 MI SW FROM SHREVEPORT.
 CQ1672'APPROXIMATELY EIGHT MILES SOUTHWEST OF THE SHREVEPORT POST OFFICE, AT
 CQ1672'THE GREATER SHREVEPORT MINICIPAL AIRPORT, AT THE EXTREME SOUTHEAST TIP
 CQ1672'OF THE HOODED PASSENGER RAMP EXTENDING SOUTH FROM THE MAIN TERMINAL
 CQ1672'BUILDING.  A STANDARD DISK SET FLUSH WITH THE RAISED PORTION OF THE
 CQ1672'CONCRETE, STAMPED B - 120.
 CQ1672
 CQ1672                          STATION RECOVERY (1981)
 CQ1672
 CQ1672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CQ1672'MARK NOT FOUND.
 CQ1672
 CQ1672                          STATION RECOVERY (1999)
 CQ1672
 CQ1672'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1489 ***********************************************************************
 BX1489  DESIGNATION -  B 121
 BX1489  PID         -  BX1489
 BX1489  STATE/COUNTY-  LA/WINN
 BX1489  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1489
 BX1489                         *CURRENT SURVEY CONTROL
 BX1489  ___________________________________________________________________
 BX1489* NAD 83(1986)-  31 54 34.     (N)    092 43 41.     (W)     SCALED    
 BX1489* NAVD 88     -        44.62   (+/-2cm)     146.4    (feet)  VERTCON   
 BX1489  ___________________________________________________________________
 BX1489  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX1489
 BX1489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1489
 BX1489.The horizontal coordinates were scaled from a topographic map and have
 BX1489.an estimated accuracy of +/- 6 seconds.
 BX1489
 BX1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1489.The vertical order pertains to the NGVD 29 superseded value.
 BX1489
 BX1489.The geoid height was determined by GEOID03.
 BX1489
 BX1489;                    North         East    Units  Estimated Accuracy
 BX1489;SPC LA N     -   156,300.      978,430.      MT  (+/- 180 meters Scaled)
 BX1489
 BX1489                          SUPERSEDED SURVEY CONTROL
 BX1489
 BX1489  NGVD 29 (??/??/??)   44.649  (m)          146.49   (f) ADJUSTED    2 0
 BX1489
 BX1489.Superseded values are not recommended for survey control.
 BX1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1489.See file dsdata.txt to determine how the superseded data were derived.
 BX1489
 BX1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR257304(NAD 83)
 BX1489_MARKER: DB = BENCH MARK DISK
 BX1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1489_STAMPING: B 121 1949
 BX1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1489+STABILITY: SURFACE MOTION
 BX1489
 BX1489  HISTORY     - Date     Condition        Report By
 BX1489  HISTORY     - 1949     MONUMENTED       CGS
 BX1489
 BX1489                          STATION DESCRIPTION
 BX1489
 BX1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1489'5.4 MI W FROM WINNFIELD.
 BX1489'5.4 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1489'AT A WATER WELL BELONGING TO THE CARY SALT COMPANY, 125 FEET NORTH OF
 BX1489'THE CENTER LINE OF THE HIGHWAY, 4.0 FEET EAST OF THE SOUTHWEST CORNER
 BX1489'OF A FENCE AROUND THE WELL, 10.0 FEET WEST OF THE CENTER OF A GATE,
 BX1489'4.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX1489'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1621 ***********************************************************************
 BX1621  DESIGNATION -  B 122
 BX1621  PID         -  BX1621
 BX1621  STATE/COUNTY-  LA/GRANT
 BX1621  USGS QUAD   -  PACKTON (1984)
 BX1621
 BX1621                         *CURRENT SURVEY CONTROL
 BX1621  ___________________________________________________________________
 BX1621* NAD 83(1986)-  31 45 02.     (N)    092 37 09.     (W)     SCALED    
 BX1621* NAVD 88     -        53.00   (+/-2cm)     173.9    (feet)  VERTCON   
 BX1621  ___________________________________________________________________
 BX1621  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1621
 BX1621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1621
 BX1621.The horizontal coordinates were scaled from a topographic map and have
 BX1621.an estimated accuracy of +/- 6 seconds.
 BX1621
 BX1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1621.The vertical order pertains to the NGVD 29 superseded value.
 BX1621
 BX1621.The geoid height was determined by GEOID03.
 BX1621
 BX1621;                    North         East    Units  Estimated Accuracy
 BX1621;SPC LA N     -   138,660.      988,710.      MT  (+/- 180 meters Scaled)
 BX1621
 BX1621                          SUPERSEDED SURVEY CONTROL
 BX1621
 BX1621  NGVD 29 (??/??/??)   53.009  (m)          173.91   (f) ADJUSTED    2 0
 BX1621
 BX1621.Superseded values are not recommended for survey control.
 BX1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1621.See file dsdata.txt to determine how the superseded data were derived.
 BX1621
 BX1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR360128(NAD 83)
 BX1621_MARKER: DB = BENCH MARK DISK
 BX1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1621_STAMPING: B 122 1949
 BX1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1621+STABILITY: SURFACE MOTION
 BX1621
 BX1621  HISTORY     - Date     Condition        Report By
 BX1621  HISTORY     - 1949     MONUMENTED       CGS
 BX1621
 BX1621                          STATION DESCRIPTION
 BX1621
 BX1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1621'8.3 MI SW FROM PACKTON.
 BX1621'4.4 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1621'ARKANSAS RAILROAD STATION AT PACKTON, THENCE 3.9 MILES SOUTH ALONG
 BX1621'STATE HIGHWAY 786, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BX1621'18.0 FEET SOUTHEAST OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 2.0 FEET
 BX1621'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX1621'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0484 ***********************************************************************
 BX0484  DESIGNATION -  B 124
 BX0484  PID         -  BX0484
 BX0484  STATE/COUNTY-  LA/LA SALLE
 BX0484  USGS QUAD   -  SUMMERVILLE (1984)
 BX0484
 BX0484                         *CURRENT SURVEY CONTROL
 BX0484  ___________________________________________________________________
 BX0484* NAD 83(1986)-  31 51 54.     (N)    092 09 09.     (W)     SCALED    
 BX0484* NAVD 88     -        47.99   (+/-2cm)     157.4    (feet)  VERTCON   
 BX0484  ___________________________________________________________________
 BX0484  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0484
 BX0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0484
 BX0484.The horizontal coordinates were scaled from a topographic map and have
 BX0484.an estimated accuracy of +/- 6 seconds.
 BX0484
 BX0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0484.The vertical order pertains to the NGVD 29 superseded value.
 BX0484
 BX0484.The geoid height was determined by GEOID03.
 BX0484
 BX0484;                    North         East    Units  Estimated Accuracy
 BX0484;SPC LA N     -   151,400.    1,032,880.      MT  (+/- 180 meters Scaled)
 BX0484
 BX0484                          SUPERSEDED SURVEY CONTROL
 BX0484
 BX0484  NGVD 29 (??/??/??)   47.998  (m)          157.47   (f) ADJUSTED    2 0
 BX0484
 BX0484.Superseded values are not recommended for survey control.
 BX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0484.See file dsdata.txt to determine how the superseded data were derived.
 BX0484
 BX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR801257(NAD 83)
 BX0484_MARKER: DB = BENCH MARK DISK
 BX0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0484_STAMPING: B 124 1949
 BX0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0484+STABILITY: SURFACE MOTION
 BX0484
 BX0484  HISTORY     - Date     Condition        Report By
 BX0484  HISTORY     - 1949     MONUMENTED       CGS
 BX0484
 BX0484                          STATION DESCRIPTION
 BX0484
 BX0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX0484'8.0 MI SE FROM OLLA.
 BX0484'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0484'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0484'SOUTH ALONG A GRAVELED ROAD, THENCE 2.2 MILES EAST ALONG A GRAVELED
 BX0484'ROAD.  0.1 MILE SOUTHWEST OF A Y ROAD JUNCTION, 49 FEET SOUTHEAST OF
 BX0484'THE CENTER LINE OF THE ROAD, 151 FEET SOUTHWEST OF A POWER POLE, 7
 BX0484'FEET SOUTHWEST OF A 15 INCH BLAZED OAK TREE, 2 FEET SOUTHWEST OF A
 BX0484'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 BX0484'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0413 ***********************************************************************
 BX0413  DESIGNATION -  B 126
 BX0413  PID         -  BX0413
 BX0413  STATE/COUNTY-  LA/LA SALLE
 BX0413  USGS QUAD   -  NICKEL (1984)
 BX0413
 BX0413                         *CURRENT SURVEY CONTROL
 BX0413  ___________________________________________________________________
 BX0413* NAD 83(1986)-  31 47 17.     (N)    092 04 38.     (W)     SCALED    
 BX0413* NAVD 88     -        55.40   (+/-2cm)     181.8    (feet)  VERTCON   
 BX0413  ___________________________________________________________________
 BX0413  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0413
 BX0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0413
 BX0413.The horizontal coordinates were scaled from a topographic map and have
 BX0413.an estimated accuracy of +/- 6 seconds.
 BX0413
 BX0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0413.The vertical order pertains to the NGVD 29 superseded value.
 BX0413
 BX0413.The geoid height was determined by GEOID03.
 BX0413
 BX0413;                    North         East    Units  Estimated Accuracy
 BX0413;SPC LA N     -   142,890.    1,040,040.      MT  (+/- 180 meters Scaled)
 BX0413
 BX0413                          SUPERSEDED SURVEY CONTROL
 BX0413
 BX0413  NGVD 29 (??/??/??)   55.400  (m)          181.76   (f) ADJUSTED    2 0
 BX0413
 BX0413.Superseded values are not recommended for survey control.
 BX0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0413.See file dsdata.txt to determine how the superseded data were derived.
 BX0413
 BX0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR873173(NAD 83)
 BX0413_MARKER: DB = BENCH MARK DISK
 BX0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0413_STAMPING: B 126 1950
 BX0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0413+STABILITY: SURFACE MOTION
 BX0413
 BX0413  HISTORY     - Date     Condition        Report By
 BX0413  HISTORY     - 1950     MONUMENTED       CGS
 BX0413
 BX0413                          STATION DESCRIPTION
 BX0413
 BX0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0413'10.3 MI N FROM JENA.
 BX0413'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0413'JENA, THENCE 5.45 MILES NORTHEAST ALONG STATE HIGHWAY 112.  69 FEET
 BX0413'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET NORTHEAST OF THE
 BX0413'CENTER LINE OF A PRIVATE DRIVEWAY, 29.0 FEET NORTHWEST OF AN 18 INCH
 BX0413'TRIANGULAR BLAZED PINE TREE, 7.0 FEET SOUTHWEST OF A 20 INCH
 BX0413'TRIANGULAR BLAZED PINE TREE, 2.0 FEET NORTHEAST OF A WITNESS POST, SET
 BX0413'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BX0413'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0897 ***********************************************************************
 CQ0897  DESIGNATION -  B 127
 CQ0897  PID         -  CQ0897
 CQ0897  STATE/COUNTY-  LA/OUACHITA
 CQ0897  USGS QUAD   -  EROS (1982)
 CQ0897
 CQ0897                         *CURRENT SURVEY CONTROL
 CQ0897  ___________________________________________________________________
 CQ0897* NAD 83(1986)-  32 24 41.     (N)    092 23 59.     (W)     SCALED    
 CQ0897* NAVD 88     -        72.76   (+/-2cm)     238.7    (feet)  VERTCON   
 CQ0897  ___________________________________________________________________
 CQ0897  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ0897
 CQ0897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0897
 CQ0897.The horizontal coordinates were scaled from a topographic map and have
 CQ0897.an estimated accuracy of +/- 6 seconds.
 CQ0897
 CQ0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0897.The vertical order pertains to the NGVD 29 superseded value.
 CQ0897
 CQ0897.The geoid height was determined by GEOID03.
 CQ0897
 CQ0897;                    North         East    Units  Estimated Accuracy
 CQ0897;SPC LA N     -   211,930.    1,009,430.      MT  (+/- 180 meters Scaled)
 CQ0897
 CQ0897                          SUPERSEDED SURVEY CONTROL
 CQ0897
 CQ0897  NGVD 29 (??/??/??)   72.808  (m)          238.87   (f) ADJUSTED    2 0
 CQ0897
 CQ0897.Superseded values are not recommended for survey control.
 CQ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0897.See file dsdata.txt to determine how the superseded data were derived.
 CQ0897
 CQ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR564861(NAD 83)
 CQ0897_MARKER: DB = BENCH MARK DISK
 CQ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0897_STAMPING: B 127 1950
 CQ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0897+STABILITY: SURFACE MOTION
 CQ0897
 CQ0897  HISTORY     - Date     Condition        Report By
 CQ0897  HISTORY     - 1950     MONUMENTED       CGS
 CQ0897  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0897
 CQ0897                          STATION DESCRIPTION
 CQ0897
 CQ0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0897'2.3 MI NE FROM EROS.
 CQ0897'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0897'AT EROS, AT A ROAD JUNCTION, 84 FEET NORTHWEST OF AND ABOUT 20 FEET
 CQ0897'HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 28 FEET SOUTHWEST OF THE
 CQ0897'CENTER LINE OF A DIRT ROAD LEADING NORTHWEST, 1.1 FEET NORTHEAST OF A
 CQ0897'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CQ0897'FOOT ABOVE THE GROUND.
 CQ0897
 CQ0897                          STATION RECOVERY (1990)
 CQ0897
 CQ0897'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0623 ***********************************************************************
 CQ0623  DESIGNATION -  B 128
 CQ0623  PID         -  CQ0623
 CQ0623  STATE/COUNTY-  LA/WINN
 CQ0623  USGS QUAD   -  COTTON PLANT (1989)
 CQ0623
 CQ0623                         *CURRENT SURVEY CONTROL
 CQ0623  ___________________________________________________________________
 CQ0623* NAD 83(1986)-  32 07 14.     (N)    092 21 51.     (W)     SCALED    
 CQ0623* NAVD 88     -        58.53   (+/-2cm)     192.0    (feet)  VERTCON   
 CQ0623  ___________________________________________________________________
 CQ0623  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CQ0623
 CQ0623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0623
 CQ0623.The horizontal coordinates were scaled from a topographic map and have
 CQ0623.an estimated accuracy of +/- 6 seconds.
 CQ0623
 CQ0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0623.The vertical order pertains to the NGVD 29 superseded value.
 CQ0623
 CQ0623.The geoid height was determined by GEOID03.
 CQ0623
 CQ0623;                    North         East    Units  Estimated Accuracy
 CQ0623;SPC LA N     -   179,690.    1,012,820.      MT  (+/- 180 meters Scaled)
 CQ0623
 CQ0623                          SUPERSEDED SURVEY CONTROL
 CQ0623
 CQ0623  NGVD 29 (??/??/??)   58.556  (m)          192.11   (f) ADJUSTED    2 0
 CQ0623
 CQ0623.Superseded values are not recommended for survey control.
 CQ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0623.See file dsdata.txt to determine how the superseded data were derived.
 CQ0623
 CQ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR599539(NAD 83)
 CQ0623_MARKER: DB = BENCH MARK DISK
 CQ0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0623_STAMPING: B 128 1950
 CQ0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0623+STABILITY: SURFACE MOTION
 CQ0623
 CQ0623  HISTORY     - Date     Condition        Report By
 CQ0623  HISTORY     - 1950     MONUMENTED       CGS
 CQ0623  HISTORY     - 19860310 MARK NOT FOUND   USPSQD
 CQ0623
 CQ0623                          STATION DESCRIPTION
 CQ0623
 CQ0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0623'10.2 MI NE FROM SIKES.
 CQ0623'8.25 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0623'SIKES, THENCE 1.95 MILES NORTH ALONG A GRADED DIRT ROAD.  94 FEET
 CQ0623'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 34 FEET NORTHEAST OF A
 CQ0623'36-INCH OAK TREE, 6 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL
 CQ0623'LEADING SOUTHWEST, 1.5 FEET WEST OF A REFERENCE POST, AND SET IN THE
 CQ0623'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ0623
 CQ0623                          STATION RECOVERY (1986)
 CQ0623
 CQ0623'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2790 ***********************************************************************
 BJ2790  DESIGNATION -  B 131
 BJ2790  PID         -  BJ2790
 BJ2790  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2790  USGS QUAD   -  INNIS (1994)
 BJ2790
 BJ2790                         *CURRENT SURVEY CONTROL
 BJ2790  ___________________________________________________________________
 BJ2790* NAD 83(1986)-  30 58 18.     (N)    091 38 46.     (W)     SCALED    
 BJ2790* NAVD 88     -        15.31   (+/-2cm)      50.2    (feet)  VERTCON   
 BJ2790  ___________________________________________________________________
 BJ2790  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2790
 BJ2790  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2790
 BJ2790.The horizontal coordinates were scaled from a topographic map and have
 BJ2790.an estimated accuracy of +/- 6 seconds.
 BJ2790
 BJ2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2790.The vertical order pertains to the NGVD 29 superseded value.
 BJ2790
 BJ2790.The geoid height was determined by GEOID03.
 BJ2790
 BJ2790;                    North         East    Units  Estimated Accuracy
 BJ2790;SPC LA S     -   274,020.      970,120.      MT  (+/- 180 meters Scaled)
 BJ2790
 BJ2790                          SUPERSEDED SURVEY CONTROL
 BJ2790
 BJ2790  NGVD 29 (??/??/??)   15.291  (m)           50.17   (f) ADJUSTED    1 2
 BJ2790
 BJ2790.Superseded values are not recommended for survey control.
 BJ2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2790.See file dsdata.txt to determine how the superseded data were derived.
 BJ2790
 BJ2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ292272(NAD 83)
 BJ2790_MARKER: DB = BENCH MARK DISK
 BJ2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2790_STAMPING: B 131 1938
 BJ2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2790+STABILITY: SURFACE MOTION
 BJ2790
 BJ2790  HISTORY     - Date     Condition        Report By
 BJ2790  HISTORY     - 1938     MONUMENTED       CGS
 BJ2790  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2790
 BJ2790                          STATION DESCRIPTION
 BJ2790
 BJ2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2790'2.0 MI SW FROM ANGOLA.
 BJ2790'2.0 MILES SW ALONG A ROAD FROM THE LA. AND ARK. RAILWAY STATION AT
 BJ2790'ANGOLA, WEST FELICIANA PARISH, AT THE LA. STATE PENAL FARM, W OF CAMP
 BJ2790'G, ON THE LANDSIDE TOE OF THE LEVEE, 30 FEET W OF THE CENTERLINE OF
 BJ2790'THE ROAD, AND BACK OF ANGOLA GAGE AND TRANSFER.  A STANDARD DISK SET
 BJ2790'IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN CHANGED AND
 BJ2790'WIDENED AND THE MARK IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1740 ***********************************************************************
 BW1740  DESIGNATION -  B 132
 BW1740  PID         -  BW1740
 BW1740  STATE/COUNTY-  LA/CATAHOULA
 BW1740  USGS QUAD   -  AIMWELL (1984)
 BW1740
 BW1740                         *CURRENT SURVEY CONTROL
 BW1740  ___________________________________________________________________
 BW1740* NAD 83(1986)-  31 48 40.     (N)    091 53 33.     (W)     SCALED    
 BW1740* NAVD 88     -        55.15   (+/-2cm)     180.9    (feet)  VERTCON   
 BW1740  ___________________________________________________________________
 BW1740  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BW1740
 BW1740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1740
 BW1740.The horizontal coordinates were scaled from a topographic map and have
 BW1740.an estimated accuracy of +/- 6 seconds.
 BW1740
 BW1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1740.The vertical order pertains to the NGVD 29 superseded value.
 BW1740
 BW1740.The geoid height was determined by GEOID03.
 BW1740
 BW1740;                    North         East    Units  Estimated Accuracy
 BW1740;SPC LA N     -   145,530.    1,057,520.      MT  (+/- 180 meters Scaled)
 BW1740
 BW1740                          SUPERSEDED SURVEY CONTROL
 BW1740
 BW1740  NGVD 29 (??/??/92)   55.149  (m)          180.93   (f) ADJ UNCH    2 0
 BW1740
 BW1740.Superseded values are not recommended for survey control.
 BW1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1740.See file dsdata.txt to determine how the superseded data were derived.
 BW1740
 BW1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR048200(NAD 83)
 BW1740_MARKER: DB = BENCH MARK DISK
 BW1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1740_STAMPING: B 132 1950
 BW1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1740+STABILITY: SURFACE MOTION
 BW1740
 BW1740  HISTORY     - Date     Condition        Report By
 BW1740  HISTORY     - 1950     MONUMENTED       CGS
 BW1740
 BW1740                          STATION DESCRIPTION
 BW1740
 BW1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1740'7.05 MI NW FROM HARRISONBURG.
 BW1740'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1740'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD, THENCE
 BW1740'3.05 MILES NORTHWEST ALONG A WINDING DIRT ROAD.  SOUTHEAST OF A CURVE
 BW1740'IN THE ROAD, 27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 11 FEET
 BW1740'SOUTHEAST OF A 6 INCH TRIANGULAR BLAZED PINE TREE, 9 FEET WEST OF AN 8
 BW1740'INCH TRIANGULAR BLAZED PINE TREE, 2 FEET SOUTHWEST OF A WITNESS POST,
 BW1740'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BW1740'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1682 ***********************************************************************
 BW1682  DESIGNATION -  B 133
 BW1682  PID         -  BW1682
 BW1682  STATE/COUNTY-  LA/CATAHOULA
 BW1682  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1682
 BW1682                         *CURRENT SURVEY CONTROL
 BW1682  ___________________________________________________________________
 BW1682* NAD 83(1986)-  31 40 19.     (N)    091 52 05.     (W)     SCALED    
 BW1682* NAVD 88     -        16.92   (+/-2cm)      55.5    (feet)  VERTCON   
 BW1682  ___________________________________________________________________
 BW1682  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BW1682
 BW1682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1682
 BW1682.The horizontal coordinates were scaled from a topographic map and have
 BW1682.an estimated accuracy of +/- 6 seconds.
 BW1682
 BW1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1682.The vertical order pertains to the NGVD 29 superseded value.
 BW1682
 BW1682.The geoid height was determined by GEOID03.
 BW1682
 BW1682;                    North         East    Units  Estimated Accuracy
 BW1682;SPC LA N     -   130,110.    1,059,920.      MT  (+/- 180 meters Scaled)
 BW1682
 BW1682                          SUPERSEDED SURVEY CONTROL
 BW1682
 BW1682  NGVD 29 (??/??/92)   16.914  (m)           55.49   (f) ADJ UNCH    2 0
 BW1682
 BW1682.Superseded values are not recommended for survey control.
 BW1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1682.See file dsdata.txt to determine how the superseded data were derived.
 BW1682
 BW1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR073046(NAD 83)
 BW1682_MARKER: DB = BENCH MARK DISK
 BW1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1682_STAMPING: B 133 1950
 BW1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1682+STABILITY: SURFACE MOTION
 BW1682
 BW1682  HISTORY     - Date     Condition        Report By
 BW1682  HISTORY     - 1950     MONUMENTED       CGS
 BW1682  HISTORY     - 1979     POOR             USGS
 BW1682
 BW1682                          STATION DESCRIPTION
 BW1682
 BW1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1682'3.25 MI SW FROM WALLACE RIDGE.
 BW1682'1.35 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 BW1682'WALLACE RIDGE, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY 259, 37 FEET
 BW1682'SOUTHWEST OF THE JUNCTION OF THE CENTER LINES OF THE HIGHWAY AND A
 BW1682'PRIVATE ROAD LEADING NORTH, 36 FEET SOUTH OF THE CENTER LINE OF THE
 BW1682'HIGHWAY, 15 FEET EAST OF A POWER POLE, 1.6 FEET NORTH OF A WITNESS
 BW1682'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BW1682'THE GROUND.
 BW1682
 BW1682                          STATION RECOVERY (1979)
 BW1682
 BW1682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1682'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0317 ***********************************************************************
 BX0317  DESIGNATION -  B 137
 BX0317  PID         -  BX0317
 BX0317  STATE/COUNTY-  LA/CALDWELL
 BX0317  USGS QUAD   -  OLLA EAST (1984)
 BX0317
 BX0317                         *CURRENT SURVEY CONTROL
 BX0317  ___________________________________________________________________
 BX0317* NAD 83(1986)-  31 59 06.     (N)    092 13 55.     (W)     SCALED    
 BX0317* NAVD 88     -        30.64   (+/-2cm)     100.5    (feet)  VERTCON   
 BX0317  ___________________________________________________________________
 BX0317  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BX0317
 BX0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0317
 BX0317.The horizontal coordinates were scaled from a topographic map and have
 BX0317.an estimated accuracy of +/- 6 seconds.
 BX0317
 BX0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0317.The vertical order pertains to the NGVD 29 superseded value.
 BX0317
 BX0317.The geoid height was determined by GEOID03.
 BX0317
 BX0317;                    North         East    Units  Estimated Accuracy
 BX0317;SPC LA N     -   164,680.    1,025,330.      MT  (+/- 180 meters Scaled)
 BX0317
 BX0317                          SUPERSEDED SURVEY CONTROL
 BX0317
 BX0317  NGVD 29 (??/??/??)   30.655  (m)          100.57   (f) ADJUSTED    2 0
 BX0317
 BX0317.Superseded values are not recommended for survey control.
 BX0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0317.See file dsdata.txt to determine how the superseded data were derived.
 BX0317
 BX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR725390(NAD 83)
 BX0317_MARKER: DB = BENCH MARK DISK
 BX0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0317_STAMPING: B 137 1950
 BX0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0317+STABILITY: SURFACE MOTION
 BX0317
 BX0317  HISTORY     - Date     Condition        Report By
 BX0317  HISTORY     - 1950     MONUMENTED       CGS
 BX0317  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0317
 BX0317                          STATION DESCRIPTION
 BX0317
 BX0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0317'4.1 MI W FROM KELLY.
 BX0317'1.55 MILES WEST ALONG STATE HIGHWAY NO. 246 FROM THE POST OFFICE AT
 BX0317'KELLY, THENCE 2.55 MILES WEST ALONG A PARISH ROAD, AT A T-JUNCTION OF
 BX0317'STATE HIGHWAY NO. 246 AND A SIDE ROAD LEADING SOUTH AND A Y-JUNCTION
 BX0317'OF STATE HIGHWAY NO.246 AND A SIDE ROAD LEADING EAST, 48 FEET SOUTH OF
 BX0317'THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF THE
 BX0317'SIDE ROAD LEADING SOUTH, 3 FEET SOUTH OF A POWER LINE METER POLE, 1.3
 BX0317'FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 BX0317'DEPTH OF 3 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BX0317
 BX0317                          STATION RECOVERY (1981)
 BX0317
 BX0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1760 ***********************************************************************
 BW1760  DESIGNATION -  B 138
 BW1760  PID         -  BW1760
 BW1760  STATE/COUNTY-  LA/CATAHOULA
 BW1760  USGS QUAD   -  ENTERPRISE (1984)
 BW1760
 BW1760                         *CURRENT SURVEY CONTROL
 BW1760  ___________________________________________________________________
 BW1760* NAD 83(1986)-  31 53 17.     (N)    091 54 38.     (W)     SCALED    
 BW1760* NAVD 88     -        32.81   (+/-2cm)     107.6    (feet)  VERTCON   
 BW1760  ___________________________________________________________________
 BW1760  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1760
 BW1760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1760
 BW1760.The horizontal coordinates were scaled from a topographic map and have
 BW1760.an estimated accuracy of +/- 6 seconds.
 BW1760
 BW1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1760.The vertical order pertains to the NGVD 29 superseded value.
 BW1760
 BW1760.The geoid height was determined by GEOID03.
 BW1760
 BW1760;                    North         East    Units  Estimated Accuracy
 BW1760;SPC LA N     -   154,050.    1,055,760.      MT  (+/- 180 meters Scaled)
 BW1760
 BW1760                          SUPERSEDED SURVEY CONTROL
 BW1760
 BW1760  NGVD 29 (??/??/92)   32.814  (m)          107.66   (f) ADJ UNCH    2 0
 BW1760
 BW1760.Superseded values are not recommended for survey control.
 BW1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1760.See file dsdata.txt to determine how the superseded data were derived.
 BW1760
 BW1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR030285(NAD 83)
 BW1760_MARKER: DB = BENCH MARK DISK
 BW1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1760_STAMPING: B 138 1950
 BW1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1760+STABILITY: SURFACE MOTION
 BW1760
 BW1760  HISTORY     - Date     Condition        Report By
 BW1760  HISTORY     - 1950     MONUMENTED       CGS
 BW1760
 BW1760                          STATION DESCRIPTION
 BW1760
 BW1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1760'2.1 MI SW FROM ENTERPRISE.
 BW1760'1.2 MILES WEST ALONG STATE HIGHWAY 68 FROM THE SCHOOL AT ENTERPRISE,
 BW1760'THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD.  AT THE TOP OF A HILL
 BW1760'WHICH SLOPES TO THE SOUTH, 125 FEET WEST OF AN OLD FARMHOUSE SITE, 27
 BW1760'FEET EAST OF THE CENTER LINE OF THE ROAD, 4.5 FEET NORTHWEST OF A 6
 BW1760'INCH TRIANGULAR BLAZED PINE TREE, 2 FEET WEST OF A WITNESS POST, SET
 BW1760'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BW1760'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2488 ***********************************************************************
 BX2488  DESIGNATION -  B 139
 BX2488  PID         -  BX2488
 BX2488  STATE/COUNTY-  LA/WINN
 BX2488  USGS QUAD   -  FLAT CREEK (1984)
 BX2488
 BX2488                         *CURRENT SURVEY CONTROL
 BX2488  ___________________________________________________________________
 BX2488* NAD 83(1986)-  31 59 03.     (N)    092 23 36.     (W)     SCALED    
 BX2488* NAVD 88     -        68.93   (+/-2cm)     226.1    (feet)  VERTCON   
 BX2488  ___________________________________________________________________
 BX2488  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BX2488
 BX2488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2488
 BX2488.The horizontal coordinates were scaled from a topographic map and have
 BX2488.an estimated accuracy of +/- 6 seconds.
 BX2488
 BX2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2488.The vertical order pertains to the NGVD 29 superseded value.
 BX2488
 BX2488.The geoid height was determined by GEOID03.
 BX2488
 BX2488;                    North         East    Units  Estimated Accuracy
 BX2488;SPC LA N     -   164,560.    1,010,080.      MT  (+/- 180 meters Scaled)
 BX2488
 BX2488                          SUPERSEDED SURVEY CONTROL
 BX2488
 BX2488  NGVD 29 (??/??/??)   68.951  (m)          226.22   (f) ADJUSTED    2 0
 BX2488
 BX2488.Superseded values are not recommended for survey control.
 BX2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2488.See file dsdata.txt to determine how the superseded data were derived.
 BX2488
 BX2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR573388(NAD 83)
 BX2488_MARKER: DB = BENCH MARK DISK
 BX2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2488_STAMPING: B 139 1950
 BX2488
 BX2488  HISTORY     - Date     Condition        Report By
 BX2488  HISTORY     - UNK      MONUMENTED
 BX2488
 BX2488                          STATION DESCRIPTION
 BX2488
 BX2488'DESCRIBED UNK
 BX2488'14.25 MI NW FROM OLLA.
 BX2488'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX2488'PACIFIC RAILROAD STATION AT OLLA, THENCE 7.3 MILES NORTHWEST ALONG
 BX2488'STATE HIGHWAY NO. 6, THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY NO.
 BX2488'413, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY NO. 413 (ABANDONED),
 BX2488'THENCE 1.05 MILE NORTH ALONG STATE HIGHWAY NO. 413.  AT A ROAD
 BX2488'CROSSING, ABOUT 275 FEET SOUTHEAST OF A FARMHOUSE ON THE TOP OF A
 BX2488'HILL, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 BX2488'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 5 FEET SOUTHEAST OF A
 BX2488'10-INCH PINE WITH A CROSS BLAZE ON THE NORTH SIDE OF THE TREE, 1.7
 BX2488'FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BX2488'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS
 BX2488'LOCATED 0.85 MILE SOUTH OF BENCH MARK A 139.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1713 ***********************************************************************
 CQ1713  DESIGNATION -  B 140
 CQ1713  PID         -  CQ1713
 CQ1713  STATE/COUNTY-  LA/DE SOTO
 CQ1713  USGS QUAD   -  LONGSTREET (1972)
 CQ1713
 CQ1713                         *CURRENT SURVEY CONTROL
 CQ1713  ___________________________________________________________________
 CQ1713* NAD 83(1986)-  32 04 27.     (N)    093 57 31.     (W)     SCALED    
 CQ1713* NAVD 88     -        94.630  (meters)     310.47   (feet)  ADJUSTED  
 CQ1713  ___________________________________________________________________
 CQ1713  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1713  DYNAMIC HT  -          94.521 (meters)     310.11  (feet)  COMP
 CQ1713  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CQ1713
 CQ1713  VERT ORDER  -  FIRST     CLASS II
 CQ1713
 CQ1713.The horizontal coordinates were scaled from a topographic map and have
 CQ1713.an estimated accuracy of +/- 6 seconds.
 CQ1713
 CQ1713.The orthometric height was determined by differential leveling
 CQ1713.and adjusted by the National Geodetic Survey in June 1991..
 CQ1713
 CQ1713.The geoid height was determined by GEOID03.
 CQ1713
 CQ1713.The dynamic height is computed by dividing the NAVD 88
 CQ1713.geopotential number by the normal gravity value computed on the
 CQ1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1713.degrees latitude (g = 980.6199 gals.).
 CQ1713
 CQ1713.The modeled gravity was interpolated from observed gravity values.
 CQ1713
 CQ1713;                    North         East    Units  Estimated Accuracy
 CQ1713;SPC LA N     -   175,460.      862,300.      MT  (+/- 180 meters Scaled)
 CQ1713
 CQ1713                          SUPERSEDED SURVEY CONTROL
 CQ1713
 CQ1713  NGVD 29 (??/??/??)   94.684  (m)          310.64   (f) ADJUSTED    1 2
 CQ1713
 CQ1713.Superseded values are not recommended for survey control.
 CQ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1713.See file dsdata.txt to determine how the superseded data were derived.
 CQ1713
 CQ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR095490(NAD 83)
 CQ1713_MARKER: DB = BENCH MARK DISK
 CQ1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1713_STAMPING: B 140 1952
 CQ1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1713+STABILITY: SURFACE MOTION
 CQ1713
 CQ1713  HISTORY     - Date     Condition        Report By
 CQ1713  HISTORY     - 1952     MONUMENTED       CGS
 CQ1713  HISTORY     - 1972     POOR             USGS
 CQ1713  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1713  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1713
 CQ1713                          STATION DESCRIPTION
 CQ1713
 CQ1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1713'1.85 MI SW FROM LONGSTREET.
 CQ1713'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE TEXAS AND NEW
 CQ1713'ORLEANS RAILROAD STATION AT LONGSTREET, 80 FEET WEST OF THE WEST RAIL
 CQ1713'OF THE TEXAS AND NEW ORLEANS RAILROAD, 38.4 FEET WEST OF THE CENTER
 CQ1713'LINE OF THE HIGHWAY, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 2 FEET
 CQ1713'EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ1713'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- MARK
 CQ1713'HAS BEEN HIT BY ROAD MACHINERY AND IS LEANING AT A SLIGHT ANGLE.
 CQ1713
 CQ1713                          STATION RECOVERY (1972)
 CQ1713
 CQ1713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CQ1713'MARK RECOVERED IN POOR CONDITION.
 CQ1713
 CQ1713                          STATION RECOVERY (1979)
 CQ1713
 CQ1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1713'MARK NOT FOUND.
 CQ1713
 CQ1713                          STATION RECOVERY (1996)
 CQ1713
 CQ1713'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1382 ***********************************************************************
 BX1382  DESIGNATION -  B 142
 BX1382  PID         -  BX1382
 BX1382  STATE/COUNTY-  LA/GRANT
 BX1382  USGS QUAD   -  COLFAX (1985)
 BX1382
 BX1382                         *CURRENT SURVEY CONTROL
 BX1382  ___________________________________________________________________
 BX1382* NAD 83(1986)-  31 31 30.     (N)    092 42 42.     (W)     SCALED    
 BX1382* NAVD 88     -        29.22   (+/-2cm)      95.9    (feet)  VERTCON   
 BX1382  ___________________________________________________________________
 BX1382  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1382
 BX1382  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1382
 BX1382.The horizontal coordinates were scaled from a topographic map and have
 BX1382.an estimated accuracy of +/- 6 seconds.
 BX1382
 BX1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1382.The vertical order pertains to the NGVD 29 superseded value.
 BX1382
 BX1382.The geoid height was determined by GEOID03.
 BX1382
 BX1382;                    North         East    Units  Estimated Accuracy
 BX1382;SPC LA N     -   113,670.      979,900.      MT  (+/- 180 meters Scaled)
 BX1382
 BX1382                          SUPERSEDED SURVEY CONTROL
 BX1382
 BX1382  NGVD 29 (??/??/??)   29.224  (m)           95.88   (f) ADJUSTED    1 1
 BX1382
 BX1382.Superseded values are not recommended for survey control.
 BX1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1382.See file dsdata.txt to determine how the superseded data were derived.
 BX1382
 BX1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ273878(NAD 83)
 BX1382_MARKER: DB = BENCH MARK DISK
 BX1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1382_STAMPING: B 142 1950
 BX1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1382+STABILITY: SURFACE MOTION
 BX1382
 BX1382  HISTORY     - Date     Condition        Report By
 BX1382  HISTORY     - 1950     MONUMENTED       CGS
 BX1382  HISTORY     - 1969     GOOD             CGS
 BX1382  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1382  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1382  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1382
 BX1382                          STATION DESCRIPTION
 BX1382
 BX1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1382'0.9 MI N FROM COLFAX.
 BX1382'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1382'COURTHOUSE AT COLFAX, THENCE 0.5 MILE NORTHWEST ALONG STATE HIGHWAY
 BX1382'158 WHICH IS EIGHTH STREET, 0.35 MILE NORTHWEST OF THE KANSAS CITY
 BX1382'SOUTHERN RAILWAY STATION, 150 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 BX1382'THE HIGHWAY, 27 FEET NORTHWEST OF THE CENTER LINE OF FOULK STREET, 64
 BX1382'FEET NORTHEAST OF THE CENTER LINE OF SEVENTH STREET, 49 FEET SOUTH OF
 BX1382'THE SOUTH CORNER OF A VACANT HOUSE, 0.9 FOOT SOUTHEAST OF A METAL
 BX1382'WITNESS POST, ABOUT LEVEL WITH THE STREETS, AND SET IN THE TOP OF A
 BX1382'CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BX1382'SEC 6, T6 N, R 3 W.
 BX1382
 BX1382                          STATION RECOVERY (1977)
 BX1382
 BX1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1382'NOT RECOVERED, BELIEVED DESTROYED WHEN ABANDONED HOUSE WAS TORN
 BX1382'DOWN.
 BX1382
 BX1382                          STATION RECOVERY (1981)
 BX1382
 BX1382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1382'MARK NOT FOUND.
 BX1382
 BX1382                          STATION RECOVERY (1987)
 BX1382
 BX1382'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0488 ***********************************************************************
 BX0488  DESIGNATION -  B 143
 BX0488  PID         -  BX0488
 BX0488  STATE/COUNTY-  LA/LA SALLE
 BX0488  USGS QUAD   -  SUMMERVILLE (1984)
 BX0488
 BX0488                         *CURRENT SURVEY CONTROL
 BX0488  ___________________________________________________________________
 BX0488* NAD 83(1986)-  31 51 08.     (N)    092 13 35.     (W)     SCALED    
 BX0488* NAVD 88     -        42.18   (+/-2cm)     138.4    (feet)  VERTCON   
 BX0488  ___________________________________________________________________
 BX0488  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0488
 BX0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0488
 BX0488.The horizontal coordinates were scaled from a topographic map and have
 BX0488.an estimated accuracy of +/- 6 seconds.
 BX0488
 BX0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0488.The vertical order pertains to the NGVD 29 superseded value.
 BX0488
 BX0488.The geoid height was determined by GEOID03.
 BX0488
 BX0488;                    North         East    Units  Estimated Accuracy
 BX0488;SPC LA N     -   149,960.    1,025,890.      MT  (+/- 180 meters Scaled)
 BX0488
 BX0488                          SUPERSEDED SURVEY CONTROL
 BX0488
 BX0488  NGVD 29 (??/??/??)   42.191  (m)          138.42   (f) ADJUSTED    2 0
 BX0488
 BX0488.Superseded values are not recommended for survey control.
 BX0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0488.See file dsdata.txt to determine how the superseded data were derived.
 BX0488
 BX0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR731243(NAD 83)
 BX0488_MARKER: DB = BENCH MARK DISK
 BX0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0488_STAMPING: B 143 1950
 BX0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0488+STABILITY: SURFACE MOTION
 BX0488
 BX0488  HISTORY     - Date     Condition        Report By
 BX0488  HISTORY     - 1950     MONUMENTED       CGS
 BX0488
 BX0488                          STATION DESCRIPTION
 BX0488
 BX0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0488'4.15 MI S FROM OLLA.
 BX0488'3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE MISSOURI PACIFIC
 BX0488'RAILROAD STATION AT OLLA, THENCE 0.6 MILE SOUTHWEST ALONG A GRAVELED
 BX0488'ROAD, THENCE 0.2 MILE SOUTHWEST ALONG A GRADED DIRT ROAD.  AT AN
 BX0488'INTERSECTION WITH AN EAST-WEST TRAIL, 60 FEET EAST OF THE CENTER LINE
 BX0488'OF THE ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 31.7 FEET
 BX0488'NORTH OF A 14-INCH OAK TREE WITH A TRIANGULAR BLAZE, 3.5 FEET WEST OF
 BX0488'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BX0488'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2365 ***********************************************************************
 BY2365  DESIGNATION -  B 15
 BY2365  PID         -  BY2365
 BY2365  STATE/COUNTY-  LA/DE SOTO
 BY2365  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY2365
 BY2365                         *CURRENT SURVEY CONTROL
 BY2365  ___________________________________________________________________
 BY2365* NAD 83(1986)-  31 58 21.     (N)    094 00 18.     (W)     SCALED    
 BY2365* NAVD 88     -        62.024  (meters)     203.49   (feet)  ADJUSTED  
 BY2365  ___________________________________________________________________
 BY2365  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BY2365  DYNAMIC HT  -          61.952 (meters)     203.25  (feet)  COMP
 BY2365  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 BY2365
 BY2365  VERT ORDER  -  FIRST     CLASS II
 BY2365
 BY2365.The horizontal coordinates were scaled from a topographic map and have
 BY2365.an estimated accuracy of +/- 6 seconds.
 BY2365
 BY2365.The orthometric height was determined by differential leveling
 BY2365.and adjusted by the National Geodetic Survey in June 1991..
 BY2365
 BY2365.The geoid height was determined by GEOID03.
 BY2365
 BY2365.The dynamic height is computed by dividing the NAVD 88
 BY2365.geopotential number by the normal gravity value computed on the
 BY2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2365.degrees latitude (g = 980.6199 gals.).
 BY2365
 BY2365.The modeled gravity was interpolated from observed gravity values.
 BY2365
 BY2365;                    North         East    Units  Estimated Accuracy
 BY2365;SPC LA N     -   164,250.      857,760.      MT  (+/- 180 meters Scaled)
 BY2365
 BY2365                          SUPERSEDED SURVEY CONTROL
 BY2365
 BY2365  NGVD 29 (??/??/??)   62.081  (m)          203.68   (f) ADJUSTED    1 2
 BY2365
 BY2365.Superseded values are not recommended for survey control.
 BY2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2365.See file dsdata.txt to determine how the superseded data were derived.
 BY2365
 BY2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR050378(NAD 83)
 BY2365_MARKER: DB = BENCH MARK DISK
 BY2365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2365_SP_SET: BRICK WALL
 BY2365_STAMPING: B 15 1919 203.654
 BY2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2365
 BY2365  HISTORY     - Date     Condition        Report By
 BY2365  HISTORY     - 1919     MONUMENTED       CGS
 BY2365  HISTORY     - 1952     GOOD             NGS
 BY2365  HISTORY     - 1979     GOOD             NGS
 BY2365  HISTORY     - 1987     GOOD             USPSQD
 BY2365  HISTORY     - 19970208 GOOD             USPSQD
 BY2365
 BY2365                          STATION DESCRIPTION
 BY2365
 BY2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2365'IN LOGANSPORT.
 BY2365'AT LOGANSPORT, AT THE INTERSECTION OF MAIN AND RIVER STREETS, SET
 BY2365'VERTICALLY IN THE NORTH BRICK WALL OF THE N.J. CARAWAY AND COMPANY
 BY2365'BUILDING.  0.6 FOOT WEST OF THE NORTHEAST CORNER OF THE BUILDING, 3
 BY2365'FEET ABOVE THE GROUND.
 BY2365
 BY2365                          STATION RECOVERY (1979)
 BY2365
 BY2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY2365'OMIT-AT THE INTERSECTION OF MAIN AND RIVER STREETS
 BY2365'ADD-AT THE INTERSECTION OF SECOND STREET AND SECOND AVENUE.
 BY2365
 BY2365                          STATION RECOVERY (1987)
 BY2365
 BY2365'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 BY2365'RECOVERED IN GOOD CONDITION.
 BY2365
 BY2365                          STATION RECOVERY (1997)
 BY2365
 BY2365'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1061 ***********************************************************************
 BK1061  DESIGNATION -  B 16
 BK1061  PID         -  BK1061
 BK1061  STATE/COUNTY-  LA/ALLEN
 BK1061  USGS QUAD   -  OAKDALE (1993)
 BK1061
 BK1061                         *CURRENT SURVEY CONTROL
 BK1061  ___________________________________________________________________
 BK1061* NAD 83(1986)-  30 48 57.     (N)    092 39 26.     (W)     SCALED    
 BK1061* NAVD 88     -        37.066  (meters)     121.61   (feet)  ADJUSTED  
 BK1061  ___________________________________________________________________
 BK1061  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK1061  DYNAMIC HT  -          37.019 (meters)     121.45  (feet)  COMP
 BK1061  MODELED GRAV-     979,365.1   (mgal)                       NAVD 88
 BK1061
 BK1061  VERT ORDER  -  FIRST     CLASS I
 BK1061
 BK1061.The horizontal coordinates were scaled from a topographic map and have
 BK1061.an estimated accuracy of +/- 6 seconds.
 BK1061
 BK1061.The orthometric height was determined by differential leveling
 BK1061.and adjusted by the National Geodetic Survey in February 1994..
 BK1061
 BK1061.The geoid height was determined by GEOID03.
 BK1061
 BK1061.The dynamic height is computed by dividing the NAVD 88
 BK1061.geopotential number by the normal gravity value computed on the
 BK1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1061.degrees latitude (g = 980.6199 gals.).
 BK1061
 BK1061.The modeled gravity was interpolated from observed gravity values.
 BK1061
 BK1061;                    North         East    Units  Estimated Accuracy
 BK1061;SPC LA S     -   257,440.      873,320.      MT  (+/- 180 meters Scaled)
 BK1061
 BK1061                          SUPERSEDED SURVEY CONTROL
 BK1061
 BK1061  NAVD 88 (06/15/91)   37.057  (m)          121.58   (f) UNKNOWN     1 1
 BK1061  NGVD 29 (??/??/??)   37.041  (m)          121.53   (f) ADJUSTED    1 1
 BK1061
 BK1061.Superseded values are not recommended for survey control.
 BK1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1061.See file dsdata.txt to determine how the superseded data were derived.
 BK1061
 BK1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ327092(NAD 83)
 BK1061_MARKER: DB = BENCH MARK DISK
 BK1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1061_SP_SET: BRICK COLUMN
 BK1061_STAMPING: B 16 1934
 BK1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1061
 BK1061  HISTORY     - Date     Condition        Report By
 BK1061  HISTORY     - 1934     MONUMENTED       CGS
 BK1061  HISTORY     - 1961     GOOD             CGS
 BK1061  HISTORY     - 1970     GOOD             NGS
 BK1061  HISTORY     - 1982     GOOD             LADTD
 BK1061
 BK1061                          STATION DESCRIPTION
 BK1061
 BK1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1061'0.4 MI E FROM OAKDALE.
 BK1061'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI PACIFIC
 BK1061'RAILROAD STATION AT OAKDALE, 8 FEET NORTH OF THE CENTER OF THE MAIN
 BK1061'ENTRANCE TO THE OAKDALE HIGH SCHOOL BUILDING, SET VERTICALLY IN THE
 BK1061'WEST FACE OF A BRICK COLUMN, AND ABOUT 4 1/2 FEET ABOVE THE GROUND.
 BK1061
 BK1061                          STATION RECOVERY (1970)
 BK1061
 BK1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK1061'RECOVERED IN GOOD CONDITION.
 BK1061
 BK1061                          STATION RECOVERY (1982)
 BK1061
 BK1061'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2870 ***********************************************************************
 AU2870  DESIGNATION -  B 1604
 AU2870  PID         -  AU2870
 AU2870  STATE/COUNTY-  LA/ST CHARLES
 AU2870  USGS QUAD   -  LULING (1992)
 AU2870
 AU2870                         *CURRENT SURVEY CONTROL
 AU2870  ___________________________________________________________________
 AU2870* NAD 83(1992)-  29 59 00.06495(N)    090 20 51.62907(W)     ADJUSTED  
 AU2870* NAVD 88     -         1.2  **(meters)       4.   **(feet)  VERTCON   
 AU2870  **This station is located in a subsidence area (see below).
 AU2870  ___________________________________________________________________
 AU2870  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AU2870  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU2870
 AU2870  HORZ ORDER  -  SECOND
 AU2870
 AU2870.The horizontal coordinates were established by classical geodetic methods
 AU2870.and adjusted by the National Geodetic Survey in January 1993..
 AU2870
 AU2870 ** The orthometric height has not been validated since last determined
 AU2870 ** by differential leveling and should not be used for control purposes.
 AU2870 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2870 ** area with valid NAVD 88 orthometric heights.
 AU2870 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2870 ** epoch indicated which incorporates improved geoid heights for the
 AU2870 ** Southern Louisiana Subsidence area.
 AU2870 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2870.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2870
 AU2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2870
 AU2870.The geoid height was determined by GEOID03.
 AU2870
 AU2870;                    North         East     Units Scale Factor Converg.
 AU2870;SPC LA S     -   164,830.069 1,095,110.170   MT  0.99992579   +0 29 34.2
 AU2870;SPC LA S     -   540,779.98  3,592,873.95   sFT  0.99992579   +0 29 34.2
 AU2870;UTM  15      - 3,319,901.910   755,899.399   MT  1.00040801   +1 19 34.4
 AU2870
 AU2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2870!SPC LA S     -   1.00000392  x   0.99992579  =   0.99992971
 AU2870!UTM  15      -   1.00000392  x   1.00040801  =   1.00041193
 AU2870
 AU2870:                Primary Azimuth Mark                     Grid Az
 AU2870:SPC LA S     -  B 1604 RM 3                              105 53 33.2
 AU2870:UTM  15      -  B 1604 RM 3                              105 03 33.0
 AU2870
 AU2870|---------------------------------------------------------------------|
 AU2870| PID    Reference Object                     Distance      Geod. Az  |
 AU2870|                                                           dddmmss.s |
 AU2870| DD6275 B 1604 RM 3                                        1062307.4 |
 AU2870| DD6273 B 1604 RM 1                          23.378 METERS 14115     |
 AU2870| DD6274 B 1604 RM 2                          24.826 METERS 18646     |
 AU2870|---------------------------------------------------------------------|
 AU2870
 AU2870                          SUPERSEDED SURVEY CONTROL
 AU2870
 AU2870  NAD 83(1986)-  29 59 00.08161(N)    090 20 51.62849(W) AD(       ) 2
 AU2870  NAD 27      -  29 58 59.34815(N)    090 20 51.34168(W) AD(       ) 2
 AU2870  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 AU2870
 AU2870.Superseded values are not recommended for survey control.
 AU2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2870.See file dsdata.txt to determine how the superseded data were derived.
 AU2870
 AU2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5589919902(NAD 83)
 AU2870_MARKER: DD = SURVEY DISK
 AU2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2870
 AU2870  HISTORY     - Date     Condition        Report By
 AU2870  HISTORY     - 1972     MONUMENTED       LAGS
 AU2870  HISTORY     - 1974     GOOD             NGS
 AU2870  HISTORY     - 19890327 MARK NOT FOUND   USPSQD
 AU2870
 AU2870                          STATION DESCRIPTION
 AU2870
 AU2870'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1972 (JCA)
 AU2870'MEASUREMENTS WERE MADE WITH A 300 FOOT TAPE HOLDING 10 KGS. TENSION.
 AU2870'
 AU2870'THE STATION IS ABOUT 6 MILES WEST OF KENNER, 4 MILES SOUTHEAST OF
 AU2870'NORCO AND ON LAND OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2870'
 AU2870'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 AU2870'HIGHWAY 48 AT THE NORTH EDGE OF NORCO, GO EAST ON U.S. HIGHWAY 61
 AU2870'FOR 1.15 MILES TO THE JUNCTION WITH STATE HIGHWAY 627, CONTINUE EAST
 AU2870'ON U.S. HIGHWAY 61 FOR 3.0 MILES TO THE STATION IN THE MEDIAN OF
 AU2870'HIGHWAY. CONTINUE EAST ON U.S. HIGHWAY 61 FOR 0.3 MILE TO THE RM 3
 AU2870'(AZIMUTH MARK) ON THE LEFT.
 AU2870'
 AU2870'STATION MARK, A STANDARD LOUISIANA GEODETIC SURVEY DISK STAMPED W P A
 AU2870'B 1604, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2870'THAT IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 45 FEET WEST OF
 AU2870'THE CENTER OF A CROSSOVER, 17 FEET SOUTH OF THE CENTERLINE OF THE
 AU2870'WEST BOUND LANE AND 13.5 FEET NORTH OF THE CENTERLINE OF THE EAST
 AU2870'BOUND LANE.
 AU2870'
 AU2870'REFERENCE MARK 1, A STANDARD DISK STAMPED LGS B 1604 NO 1 1972, IS
 AU2870'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AU2870'FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET NORTHEAST OF A METAL
 AU2870'POWERLINE POLE AND 43 FEET SOUTH OF THE CENTERLINE OF THE EAST
 AU2870'BOUND LANE OF HIGHWAY.
 AU2870'
 AU2870'REFERENCE MARK 2, A STANDARD DISK STAMPED LGS B 1604 NO 2 1972, IS
 AU2870'CEMENTED IN A DRILL HOLE IN THE BASE OF THE METAL POWERLINE POLE.
 AU2870'IT IS 80 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 AU2870'HIGHWAY.
 AU2870'
 AU2870'REFERENCE MARK 3 (AZIMUTH MARK), A STANDARD DISK STAMPED LGS B 1604
 AU2870'NO 3 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU2870'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET
 AU2870'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY, 7 FEET
 AU2870'SOUTH OF THE WATER EDGE OF A SMALL BAYOU, 5.5 FEET EAST-SOUTHEAST
 AU2870'OF A POWER- LINE POLE AND 1.2 FEET WEST-NORTHWEST OF A METAL
 AU2870'WITNESS POST.
 AU2870'
 AU2870'HEIGHT OF LIGHT ABOVE STATION MARK 1.72 METERS.
 AU2870
 AU2870                          STATION RECOVERY (1974)
 AU2870
 AU2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 AU2870'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 AU2870'DESCRIBED AND IN GOOD CONDITION.
 AU2870'
 AU2870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF
 AU2870'NORCO.
 AU2870
 AU2870                          STATION RECOVERY (1989)
 AU2870
 AU2870'RECOVERY NOTE BY US POWER SQUADRON 1989 (WSD)
 AU2870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1732 ***********************************************************************
 BK1732  DESIGNATION -  B 161
 BK1732  PID         -  BK1732
 BK1732  STATE/COUNTY-  LA/CALCASIEU
 BK1732  USGS QUAD   -  ECHO (1994)
 BK1732
 BK1732                         *CURRENT SURVEY CONTROL
 BK1732  ___________________________________________________________________
 BK1732* NAD 83(1986)-  30 09 10.     (N)    093 41 22.     (W)     SCALED    
 BK1732* NAVD 88     -         3.215  (meters)      10.55   (feet)  ADJUSTED  
 BK1732  ___________________________________________________________________
 BK1732  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1732  DYNAMIC HT  -           3.210 (meters)      10.53  (feet)  COMP
 BK1732  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 BK1732
 BK1732  VERT ORDER  -  FIRST     CLASS I
 BK1732
 BK1732.The horizontal coordinates were scaled from a topographic map and have
 BK1732.an estimated accuracy of +/- 6 seconds.
 BK1732
 BK1732.The orthometric height was determined by differential leveling
 BK1732.and adjusted by the National Geodetic Survey in June 1991..
 BK1732
 BK1732.The geoid height was determined by GEOID03.
 BK1732
 BK1732.The dynamic height is computed by dividing the NAVD 88
 BK1732.geopotential number by the normal gravity value computed on the
 BK1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1732.degrees latitude (g = 980.6199 gals.).
 BK1732
 BK1732.The modeled gravity was interpolated from observed gravity values.
 BK1732
 BK1732;                    North         East    Units  Estimated Accuracy
 BK1732;SPC LA S     -   185,530.      773,050.      MT  (+/- 180 meters Scaled)
 BK1732
 BK1732                          SUPERSEDED SURVEY CONTROL
 BK1732
 BK1732  NGVD 29 (??/??/??)    3.174  (m)           10.41   (f) ADJUSTED    1 1
 BK1732
 BK1732.Superseded values are not recommended for survey control.
 BK1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1732.See file dsdata.txt to determine how the superseded data were derived.
 BK1732
 BK1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP336359(NAD 83)
 BK1732_MARKER: DB = BENCH MARK DISK
 BK1732_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK1732_SP_SET: CONCRETE PIER
 BK1732_STAMPING: B 161 1955
 BK1732_MARK LOGO: CGS   
 BK1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1732
 BK1732  HISTORY     - Date     Condition        Report By
 BK1732  HISTORY     - 1955     MONUMENTED       CGS
 BK1732  HISTORY     - 1972     GOOD             NGS
 BK1732  HISTORY     - 1981     GOOD             NGS
 BK1732  HISTORY     - 1986     GOOD             NGS
 BK1732  HISTORY     - 20041009 GOOD             USPSQD
 BK1732
 BK1732                          STATION DESCRIPTION
 BK1732
 BK1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1732'7.3 MI SW FROM VINTON.
 BK1732'ABOUT 7.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1732'MUNICIPAL BUILDING AT VINTON, 0.3 MILE WEST OF THE MAIN CHANNEL OF BIG
 BK1732'BAYOU, 0.15 MILE EAST OF THE WEST END OF THE TRESTLE, 1 POLE WEST OF
 BK1732'MILEPOST 249, 4.2 FEET SOUTH OF THE SOUTH RAIL, 1.0 MILE EAST OF THE
 BK1732'EAST END OF A BRIDGE OVER THE SABINE RIVER, SET IN THE TOP OF THE
 BK1732'SOUTH END OF THE MOST WESTERLY ONE OF 2-CONCRETE PIERS AND ABOUT 3
 BK1732'FEET BELOW THE RAILS.  SEC 33, T 10 S, R 13 W.
 BK1732
 BK1732                          STATION RECOVERY (1981)
 BK1732
 BK1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1732'RECOVERED IN GOOD CONDITION.
 BK1732
 BK1732                          STATION RECOVERY (1986)
 BK1732
 BK1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1732'RECOVERED IN GOOD CONDITION.
 BK1732
 BK1732                          STATION RECOVERY (2004)
 BK1732
 BK1732'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1933 ***********************************************************************
 CQ1933  DESIGNATION -  B 177
 CQ1933  PID         -  CQ1933
 CQ1933  STATE/COUNTY-  LA/BOSSIER
 CQ1933  USGS QUAD   -  BENTON (1975)
 CQ1933
 CQ1933                         *CURRENT SURVEY CONTROL
 CQ1933  ___________________________________________________________________
 CQ1933* NAD 83(1986)-  32 38 41.     (N)    093 44 57.     (W)     SCALED    
 CQ1933* NAVD 88     -        53.327  (meters)     174.96   (feet)  ADJUSTED  
 CQ1933  ___________________________________________________________________
 CQ1933  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1933  DYNAMIC HT  -          53.267 (meters)     174.76  (feet)  COMP
 CQ1933  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 CQ1933
 CQ1933  VERT ORDER  -  FIRST     CLASS II
 CQ1933
 CQ1933.The horizontal coordinates were scaled from a topographic map and have
 CQ1933.an estimated accuracy of +/- 6 seconds.
 CQ1933
 CQ1933.The orthometric height was determined by differential leveling
 CQ1933.and adjusted by the National Geodetic Survey in June 1991..
 CQ1933
 CQ1933.The geoid height was determined by GEOID03.
 CQ1933
 CQ1933.The dynamic height is computed by dividing the NAVD 88
 CQ1933.geopotential number by the normal gravity value computed on the
 CQ1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1933.degrees latitude (g = 980.6199 gals.).
 CQ1933
 CQ1933.The modeled gravity was interpolated from observed gravity values.
 CQ1933
 CQ1933;                    North         East    Units  Estimated Accuracy
 CQ1933;SPC LA N     -   238,480.      882,800.      MT  (+/- 180 meters Scaled)
 CQ1933
 CQ1933                          SUPERSEDED SURVEY CONTROL
 CQ1933
 CQ1933  NGVD 29 (??/??/??)   53.400  (m)          175.20   (f) ADJUSTED    1 2
 CQ1933
 CQ1933.Superseded values are not recommended for survey control.
 CQ1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1933.See file dsdata.txt to determine how the superseded data were derived.
 CQ1933
 CQ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS297121(NAD 83)
 CQ1933_MARKER: DB = BENCH MARK DISK
 CQ1933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1933_SP_SET: CULVERT
 CQ1933_STAMPING: B 177 1960
 CQ1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1933
 CQ1933  HISTORY     - Date     Condition        Report By
 CQ1933  HISTORY     - 1961     MONUMENTED       CGS
 CQ1933  HISTORY     - 1969     GOOD             LADH
 CQ1933  HISTORY     - 1982     GOOD             LADTD
 CQ1933  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1933  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1933
 CQ1933                          STATION DESCRIPTION
 CQ1933
 CQ1933'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1933'3.65 MI S FROM BENTON.
 CQ1933'3.65 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE ST. LOUIS SOUTHWESTERN
 CQ1933'RAILROAD STATION AT BENTON, SET IN TOP OF THE NORTH END OF WEST
 CQ1933'HEADWALL OF A CONCRETE CULVERT UNDER HIGHWAY, 27 FEET WEST OF CENTER
 CQ1933'LINE OF STATE HIGHWAY 3, 54 FEET EAST OF EAST RAIL OF ST. LOUIS
 CQ1933'SOUTHWESTERN RAILROAD, AND ABOUT 1 FOOT BELOW LEVEL OF THE HIGHWAY.
 CQ1933
 CQ1933                          STATION RECOVERY (1982)
 CQ1933
 CQ1933'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1933'RECOVERED IN GOOD CONDITION.
 CQ1933
 CQ1933                          STATION RECOVERY (1990)
 CQ1933
 CQ1933'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1933'MARK NOT FOUND.
 CQ1933
 CQ1933                          STATION RECOVERY (2002)
 CQ1933
 CQ1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1933'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2571 ***********************************************************************
 CQ2571  DESIGNATION -  B 177 RESET
 CQ2571  PID         -  CQ2571
 CQ2571  STATE/COUNTY-  LA/BOSSIER
 CQ2571  USGS QUAD   -  BENTON (1975)
 CQ2571
 CQ2571                         *CURRENT SURVEY CONTROL
 CQ2571  ___________________________________________________________________
 CQ2571* NAD 83(1986)-  32 38 41.     (N)    093 44 57.     (W)     SCALED    
 CQ2571* NAVD 88     -        54.33   (+/-2cm)     178.2    (feet)  VERTCON   
 CQ2571  ___________________________________________________________________
 CQ2571  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2571
 CQ2571  VERT ORDER  -  THIRD (See Below)
 CQ2571
 CQ2571.The horizontal coordinates were scaled from a topographic map and have
 CQ2571.an estimated accuracy of +/- 6 seconds.
 CQ2571
 CQ2571.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2571.The vertical order pertains to the NGVD 29 superseded value.
 CQ2571
 CQ2571.The geoid height was determined by GEOID03.
 CQ2571
 CQ2571;                    North         East    Units  Estimated Accuracy
 CQ2571;SPC LA N     -   238,480.      882,800.      MT  (+/- 180 meters Scaled)
 CQ2571
 CQ2571                          SUPERSEDED SURVEY CONTROL
 CQ2571
 CQ2571  NGVD 29 (??/??/??)   54.40   (m)          178.5    (f) RESET       3  
 CQ2571
 CQ2571.Superseded values are not recommended for survey control.
 CQ2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2571.See file dsdata.txt to determine how the superseded data were derived.
 CQ2571
 CQ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS297121(NAD 83)
 CQ2571_MARKER: DB = BENCH MARK DISK
 CQ2571_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2571_SP_SET: 12 FEET
 CQ2571_STAMPING: B 177 RESET 1982
 CQ2571_PROJECTION: FLUSH
 CQ2571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2571+STABILITY: POSITION/ELEVATION WELL
 CQ2571_ROD/PIPE-DEPTH: 3.66 meters
 CQ2571
 CQ2571  HISTORY     - Date     Condition        Report By
 CQ2571  HISTORY     - 1982     MONUMENTED       LADTD
 CQ2571  HISTORY     - 1987     GOOD             USPSQD
 CQ2571  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2571
 CQ2571                          STATION DESCRIPTION
 CQ2571
 CQ2571'DESCRIBED BY LA TRANSP AND DEV 1982
 CQ2571'10.2 KM (6.35 MI) NORTH FROM BOSSIER CITY.
 CQ2571'10.2 KM (6.35 MI) NORTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 CQ2571'INTERSTATE 220, 36.4 METERS (119.5 FT) WEST OF THE CENTERLINE OF
 CQ2571'STATE HIGHWAY 3, 19.5 METERS (64.0 FT) EAST OF THE NORTHEAST CORNER
 CQ2571'OF AN EQUIPMENT SHED, 9.8 METERS (32.0 FT) SOUTH OF THE CENTERLINE
 CQ2571'OF A GRAVEL ROAD, AND 7.5 METERS (24.5 FT) WEST OF THE WEST RAIL OF
 CQ2571'THE ST LOUIS SOUTHWESTERN RAILROAD.
 CQ2571'THE MARK IS 1.4 FT  N FROM A WITNESS POST.
 CQ2571
 CQ2571                          STATION RECOVERY (1987)
 CQ2571
 CQ2571'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ2571'RECOVERED IN GOOD CONDITION.
 CQ2571
 CQ2571                          STATION RECOVERY (1990)
 CQ2571
 CQ2571'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1214 ***********************************************************************
 BJ1214  DESIGNATION -  B 179
 BJ1214  PID         -  BJ1214
 BJ1214  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1214  USGS QUAD   -  HAMMOND (1994)
 BJ1214
 BJ1214                         *CURRENT SURVEY CONTROL
 BJ1214  ___________________________________________________________________
 BJ1214* NAD 83(1986)-  30 31 09.     (N)    090 25 18.     (W)     SCALED    
 BJ1214* NAVD 88     -        12.60   (+/-2cm)      41.3    (feet)  VERTCON   
 BJ1214  ___________________________________________________________________
 BJ1214  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1214
 BJ1214  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1214
 BJ1214.This mark is at Hammond Airport (0R9)
 BJ1214
 BJ1214.The horizontal coordinates were scaled from a topographic map and have
 BJ1214.an estimated accuracy of +/- 6 seconds.
 BJ1214
 BJ1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1214.The vertical order pertains to the NGVD 29 superseded value.
 BJ1214
 BJ1214.The geoid height was determined by GEOID03.
 BJ1214
 BJ1214;                    North         East    Units  Estimated Accuracy
 BJ1214;SPC LA S     -   224,160.    1,087,500.      MT  (+/- 180 meters Scaled)
 BJ1214
 BJ1214                          SUPERSEDED SURVEY CONTROL
 BJ1214
 BJ1214  NGVD 29 (??/??/??)   12.598  (m)           41.33   (f) ADJUSTED    1 2
 BJ1214
 BJ1214.Superseded values are not recommended for survey control.
 BJ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1214.See file dsdata.txt to determine how the superseded data were derived.
 BJ1214
 BJ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP474791(NAD 83)
 BJ1214_MARKER: DB = BENCH MARK DISK
 BJ1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1214_SP_SET: CONCRETE BASE
 BJ1214_STAMPING: B 179 1959
 BJ1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1214
 BJ1214  HISTORY     - Date     Condition        Report By
 BJ1214  HISTORY     - 1959     MONUMENTED       CGS
 BJ1214  HISTORY     - 1969     GOOD             CGS
 BJ1214
 BJ1214                          STATION DESCRIPTION
 BJ1214
 BJ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1214'3.0 MI E FROM HAMMOND.
 BJ1214'ABOUT 2.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1214'STATION AT HAMMOND, THENCE 0.6 MILE NORTH ALONG A BLACK TOPPED ROAD,
 BJ1214'AT THE HAMMOND AIRPORT, SET ON THE TOP OF THE SOUTHEAST CORNER OF THE
 BJ1214'CONCRETE BASE FOR THE NORTHEAST LEG OF THE AIRPORT CONTROL TOWER WHICH
 BJ1214'IS MAINTAINED BY THE LOUISIANA AIR NATIONAL GUARD AND 1 FOOT ABOVE THE
 BJ1214'LEVEL OF THE GROUND.  SEC 17, T 6S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2290 ***********************************************************************
 BJ2290  DESIGNATION -  B 18
 BJ2290  PID         -  BJ2290
 BJ2290  STATE/COUNTY-  LA/IBERVILLE
 BJ2290  USGS QUAD   -  MARINGOUIN (1992)
 BJ2290
 BJ2290                         *CURRENT SURVEY CONTROL
 BJ2290  ___________________________________________________________________
 BJ2290* NAD 83(1986)-  30 23 35.     (N)    091 32 36.     (W)     SCALED    
 BJ2290* NAVD 88     -         5.11   (+/-2cm)      16.8    (feet)  VERTCON   
 BJ2290  ___________________________________________________________________
 BJ2290  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2290
 BJ2290  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2290
 BJ2290.The horizontal coordinates were scaled from a topographic map and have
 BJ2290.an estimated accuracy of +/- 6 seconds.
 BJ2290
 BJ2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2290.The vertical order pertains to the NGVD 29 superseded value.
 BJ2290
 BJ2290.The geoid height was determined by GEOID03.
 BJ2290
 BJ2290;                    North         East    Units  Estimated Accuracy
 BJ2290;SPC LA S     -   209,850.      979,820.      MT  (+/- 180 meters Scaled)
 BJ2290
 BJ2290                          SUPERSEDED SURVEY CONTROL
 BJ2290
 BJ2290  NGVD 29 (??/??/??)    5.130  (m)           16.83   (f) ADJUSTED    1 2
 BJ2290
 BJ2290.Superseded values are not recommended for survey control.
 BJ2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2290.See file dsdata.txt to determine how the superseded data were derived.
 BJ2290
 BJ2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP399632(NAD 83)
 BJ2290_MARKER: DB = BENCH MARK DISK
 BJ2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2290_STAMPING: B 18 1934
 BJ2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2290+STABILITY: SURFACE MOTION
 BJ2290
 BJ2290  HISTORY     - Date     Condition        Report By
 BJ2290  HISTORY     - 1934     MONUMENTED       CGS
 BJ2290  HISTORY     - 1965     GOOD             CGS
 BJ2290
 BJ2290                          STATION DESCRIPTION
 BJ2290
 BJ2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2290'2.15 MI W FROM RAMAH.
 BJ2290'ABOUT 2.15 MILES WEST ALONG A SHELL ROAD AND DOUBLE ROW OF POWER POLES
 BJ2290'FROM THE DISOTELLS GROCERY STORE AT RAMAH, IN FRACTIONAL SECTION 72, T
 BJ2290'8 S, R 9 E, 0.15 MILE WEST OF THE WEST END OF A WOODEN BRIDGE, 7.5
 BJ2290'FEET NORTH OF THE CENTER LINE OF THE ROAD, 6.0 FEET EAST-SOUTHEAST OF
 BJ2290'THE MOST NORTHERLY OF TWO POWER POLES, ABOUT LEVEL WITH THE ROAD, AND
 BJ2290'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1236 ***********************************************************************
 BJ1236  DESIGNATION -  B 180
 BJ1236  PID         -  BJ1236
 BJ1236  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1236  USGS QUAD   -  SPRING CREEK (1983)
 BJ1236
 BJ1236                         *CURRENT SURVEY CONTROL
 BJ1236  ___________________________________________________________________
 BJ1236* NAD 83(1986)-  30 58 57.     (N)    090 28 53.     (W)     SCALED    
 BJ1236* NAVD 88     -        73.780  (meters)     242.06   (feet)  ADJUSTED  
 BJ1236  ___________________________________________________________________
 BJ1236  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ1236  DYNAMIC HT  -          73.685 (meters)     241.75  (feet)  COMP
 BJ1236  MODELED GRAV-     979,362.7   (mgal)                       NAVD 88
 BJ1236
 BJ1236  VERT ORDER  -  FIRST     CLASS I
 BJ1236
 BJ1236.The horizontal coordinates were scaled from a topographic map and have
 BJ1236.an estimated accuracy of +/- 6 seconds.
 BJ1236
 BJ1236.The orthometric height was determined by differential leveling
 BJ1236.and adjusted by the National Geodetic Survey in February 1994..
 BJ1236
 BJ1236.The geoid height was determined by GEOID03.
 BJ1236
 BJ1236.The dynamic height is computed by dividing the NAVD 88
 BJ1236.geopotential number by the normal gravity value computed on the
 BJ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1236.degrees latitude (g = 980.6199 gals.).
 BJ1236
 BJ1236.The modeled gravity was interpolated from observed gravity values.
 BJ1236
 BJ1236;                    North         East    Units  Estimated Accuracy
 BJ1236;SPC LA S     -   275,490.    1,081,380.      MT  (+/- 180 meters Scaled)
 BJ1236
 BJ1236                          SUPERSEDED SURVEY CONTROL
 BJ1236
 BJ1236  NAVD 88 (06/15/91)   73.792  (m)          242.10   (f) UNKNOWN     1 1
 BJ1236  NGVD 29 (??/??/??)   73.778  (m)          242.05   (f) ADJUSTED    1 1
 BJ1236
 BJ1236.Superseded values are not recommended for survey control.
 BJ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1236.See file dsdata.txt to determine how the superseded data were derived.
 BJ1236
 BJ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ405303(NAD 83)
 BJ1236_MARKER: DB = BENCH MARK DISK
 BJ1236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1236_SP_SET: COPPER-CLAD STEEL ROD
 BJ1236_STAMPING: B 180 1959
 BJ1236_MARK LOGO: CGS   
 BJ1236_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ1236_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1236+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1992
 BJ1236_ROD/PIPE-DEPTH: 11.9 meters
 BJ1236
 BJ1236  HISTORY     - Date     Condition        Report By
 BJ1236  HISTORY     - 1959     MONUMENTED       CGS
 BJ1236  HISTORY     - 1969     GOOD             CGS
 BJ1236  HISTORY     - 19920712 GOOD             NGS
 BJ1236
 BJ1236                          STATION DESCRIPTION
 BJ1236
 BJ1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1236'3.4 MI NE FROM KENTWOOD.
 BJ1236'ABOUT 3.4 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1236'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, ABOUT 1.75 MILES SOUTHWEST
 BJ1236'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE CROSSING OF MISSISSIPPI
 BJ1236'STATE HIGHWAY 584 AT OSYKA, PIKE COUNTY, MISSISSIPPI, 0.5 MILE
 BJ1236'NORTHEAST OF MILEPOST 826, AT THE CROSSING OF STATE HIGHWAY 1054, 77
 BJ1236'FEET SOUTH OF THE CENTER OF THE HIGHWAY CROSSING THE TRACK, 63 FEET
 BJ1236'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET SOUTHEAST OF THE
 BJ1236'SOUTHEAST RAIL, 36 1/2 FEET SOUTHWEST OF A POWER LINE POLE, 1 FOOT
 BJ1236'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A
 BJ1236'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE
 BJ1236'THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH IRON PIPE WHICH
 BJ1236'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN TO
 BJ1236'A DEPTH OF 39 FEET.
 BJ1236
 BJ1236                          STATION RECOVERY (1992)
 BJ1236
 BJ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1236'5.7 KM (3.55 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1236'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, 19.4 M (63.6 FT) SOUTH
 BJ1236'OF THE CENTERLINE OF STATE HIGHWAY 1054, 19.4 M (63.6 FT) EAST OF THE
 BJ1236'NEAR RAIL, 10.4 M (34.1 FT) SOUTHWEST OF A UTILITY POLE, 5.7 M
 BJ1236'(18.7 FT) SOUTHEAST OF A UTILITY POLE WITH AN ELECTRIC METER
 BJ1236'ATTACHED, AND 3.7 M (12.1 FT) WEST OF A WITNESS POST.  NOTE--THE DISK
 BJ1236'IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.05 M (0.16 FT) ABOVE
 BJ1236'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1164 ***********************************************************************
 BK1164  DESIGNATION -  B 181
 BK1164  PID         -  BK1164
 BK1164  STATE/COUNTY-  LA/ALLEN
 BK1164  USGS QUAD   -  OAKDALE (1993)
 BK1164
 BK1164                         *CURRENT SURVEY CONTROL
 BK1164  ___________________________________________________________________
 BK1164* NAD 83(1986)-  30 48 35.     (N)    092 39 19.     (W)     SCALED    
 BK1164* NAVD 88     -        34.31   (+/-2cm)     112.6    (feet)  VERTCON   
 BK1164  ___________________________________________________________________
 BK1164  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK1164
 BK1164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1164
 BK1164.The horizontal coordinates were scaled from a topographic map and have
 BK1164.an estimated accuracy of +/- 6 seconds.
 BK1164
 BK1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1164.The vertical order pertains to the NGVD 29 superseded value.
 BK1164
 BK1164.The geoid height was determined by GEOID03.
 BK1164
 BK1164;                    North         East    Units  Estimated Accuracy
 BK1164;SPC LA S     -   256,760.      873,500.      MT  (+/- 180 meters Scaled)
 BK1164
 BK1164                          SUPERSEDED SURVEY CONTROL
 BK1164
 BK1164  NGVD 29 (??/??/??)   34.280  (m)          112.47   (f) ADJUSTED    2 0
 BK1164
 BK1164.Superseded values are not recommended for survey control.
 BK1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1164.See file dsdata.txt to determine how the superseded data were derived.
 BK1164
 BK1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ329085(NAD 83)
 BK1164_MARKER: DB = BENCH MARK DISK
 BK1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1164_SP_SET: CULVERT
 BK1164_STAMPING: B 181 1961
 BK1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1164
 BK1164  HISTORY     - Date     Condition        Report By
 BK1164  HISTORY     - 1961     MONUMENTED       CGS
 BK1164
 BK1164                          STATION DESCRIPTION
 BK1164
 BK1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1164'0.9 MI SE FROM OAKDALE.
 BK1164'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1164'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 10, T 3 S, R 3 W,
 BK1164'ABOUT 150 FEET EAST OF A SHARP CURVE IN THE HIGHWAY, 17 1/2 FEET SOUTH
 BK1164'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 BK1164'CONCRETE HEAD WALL OF A CULVERT WHICH HAS A RETAINING WALL EXTENDING
 BK1164'SOUTH FROM THE EAST END OF THE HEAD WALL, 21 FEET WEST OF THE CENTER
 BK1164'LINE OF A DIRT STREET LEADING SOUTH, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1176 ***********************************************************************
 BX1176  DESIGNATION -  B 182
 BX1176  PID         -  BX1176
 BX1176  STATE/COUNTY-  LA/RAPIDES
 BX1176  USGS QUAD   -  SIEPER (1978)
 BX1176
 BX1176                         *CURRENT SURVEY CONTROL
 BX1176  ___________________________________________________________________
 BX1176* NAD 83(1986)-  31 07 49.     (N)    092 47 09.     (W)     SCALED    
 BX1176* NAVD 88     -        48.76   (+/-2cm)     160.0    (feet)  VERTCON   
 BX1176  ___________________________________________________________________
 BX1176  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX1176
 BX1176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1176
 BX1176.The horizontal coordinates were scaled from a topographic map and have
 BX1176.an estimated accuracy of +/- 6 seconds.
 BX1176
 BX1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1176.The vertical order pertains to the NGVD 29 superseded value.
 BX1176
 BX1176.The geoid height was determined by GEOID03.
 BX1176
 BX1176;                    North         East    Units  Estimated Accuracy
 BX1176;SPC LA N     -    69,920.      972,740.      MT  (+/- 180 meters Scaled)
 BX1176
 BX1176                          SUPERSEDED SURVEY CONTROL
 BX1176
 BX1176  NGVD 29 (??/??/??)   48.778  (m)          160.03   (f) ADJUSTED    2 0
 BX1176
 BX1176.Superseded values are not recommended for survey control.
 BX1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1176.See file dsdata.txt to determine how the superseded data were derived.
 BX1176
 BX1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ204440(NAD 83)
 BX1176_MARKER: DB = BENCH MARK DISK
 BX1176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1176_SP_SET: ROD
 BX1176_STAMPING: B 182 1961
 BX1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1176
 BX1176  HISTORY     - Date     Condition        Report By
 BX1176  HISTORY     - 1961     MONUMENTED       CGS
 BX1176  HISTORY     - 1969     GOOD             LADTD
 BX1176  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1176
 BX1176                          STATION DESCRIPTION
 BX1176
 BX1176'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1176'2.4 MI W FROM HINESTON.
 BX1176'ABOUT 2.40 MILES WEST ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1176'AT HINESTON.  1.25 MILES WEST ALONG LOUISIANA HIGHWAY 28 FROM BENCH
 BX1176'MARK A 182 1961.  135 FEET SOUTH OF THE CENTER OF LOUISIANA HIGHWAY
 BX1176'28.  48 FEET EAST OF THE CENTER OF LOUISIANA HIGHWAY 463.  32 FEET
 BX1176'EAST OF THE EAST END OF A METAL CATTLE GUARD.  20 FEET EAST NORTHEAST
 BX1176'OF A METAL GATE.  2.5 FEET NORTH OF A BARB WIRE FENCE.  A DISK ON THE
 BX1176'TOP OF A 5/8 INCH ROD THAT IS ENCASED IN A 6 INCH TILE THAT PROJECTS 7
 BX1176'INCHES.  A STEEL WITNESS POST IS SET 2.2 FEET EAST OF THE MARK.
 BX1176
 BX1176                          STATION RECOVERY (1999)
 BX1176
 BX1176'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1192 ***********************************************************************
 BX1192  DESIGNATION -  B 183
 BX1192  PID         -  BX1192
 BX1192  STATE/COUNTY-  LA/RAPIDES
 BX1192  USGS QUAD   -  AFEMAN (1978)
 BX1192
 BX1192                         *CURRENT SURVEY CONTROL
 BX1192  ___________________________________________________________________
 BX1192* NAD 83(1986)-  31 06 29.     (N)    092 48 10.     (W)     SCALED    
 BX1192* NAVD 88     -        58.88   (+/-2cm)     193.2    (feet)  VERTCON   
 BX1192  ___________________________________________________________________
 BX1192  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX1192
 BX1192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1192
 BX1192.The horizontal coordinates were scaled from a topographic map and have
 BX1192.an estimated accuracy of +/- 6 seconds.
 BX1192
 BX1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1192.The vertical order pertains to the NGVD 29 superseded value.
 BX1192
 BX1192.The geoid height was determined by GEOID03.
 BX1192
 BX1192;                    North         East    Units  Estimated Accuracy
 BX1192;SPC LA N     -    67,460.      971,120.      MT  (+/- 180 meters Scaled)
 BX1192
 BX1192                          SUPERSEDED SURVEY CONTROL
 BX1192
 BX1192  NGVD 29 (??/??/??)   58.893  (m)          193.22   (f) ADJUSTED    2 0
 BX1192
 BX1192.Superseded values are not recommended for survey control.
 BX1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1192.See file dsdata.txt to determine how the superseded data were derived.
 BX1192
 BX1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ188415(NAD 83)
 BX1192_MARKER: DB = BENCH MARK DISK
 BX1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1192_STAMPING: B 183 1961
 BX1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1192+STABILITY: SURFACE MOTION
 BX1192
 BX1192  HISTORY     - Date     Condition        Report By
 BX1192  HISTORY     - 1961     MONUMENTED       CGS
 BX1192  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1192
 BX1192                          STATION DESCRIPTION
 BX1192
 BX1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1192'4.6 MI SW FROM HINESTON.
 BX1192'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 BX1192'STATE HIGHWAYS 112 AND 28 AT HINESTON, THENCE 2.05 MILES SOUTHWEST
 BX1192'ALONG STATE HIGHWAY 463, IN SECTION 32, T 2 N, R 4 W, AT A SHARP CURVE
 BX1192'AND 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 202 FEET SOUTHWEST
 BX1192'OF A POWR POLE WITH LINE CROSSING OVER THE HIGHWAY, 37 FEET NORTHWEST
 BX1192'OF A 28-INCH OAK TREE, 3 FEET NORTHWEST OF A CORNER FENCE POST, 2 FEET
 BX1192'NORTH OF A FENCE, 2.2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 BX1192'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BX1192'INCHES.
 BX1192
 BX1192                          STATION RECOVERY (1999)
 BX1192
 BX1192'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1513 ***********************************************************************
 BJ1513  DESIGNATION -  B 19
 BJ1513  PID         -  BJ1513
 BJ1513  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1513  USGS QUAD   -  RUDDOCK (1979)
 BJ1513
 BJ1513                         *CURRENT SURVEY CONTROL
 BJ1513  ___________________________________________________________________
 BJ1513* NAD 83(1986)-  30 13 51.     (N)    090 24 34.     (W)     SCALED    
 BJ1513* NAVD 88     -         2.155  (meters)       7.07   (feet)  READJUSTED
 BJ1513  ___________________________________________________________________
 BJ1513  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BJ1513  DYNAMIC HT  -           2.150 (meters)       7.05  (feet)  COMP
 BJ1513  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 BJ1513
 BJ1513  VERT ORDER  -  ?
 BJ1513
 BJ1513.The horizontal coordinates were scaled from a topographic map and have
 BJ1513.an estimated accuracy of +/- 6 seconds.
 BJ1513
 BJ1513.The orthometric height was determined by differential leveling
 BJ1513.and adjusted by the National Geodetic Survey in June 1991..
 BJ1513.The height was derived from older observations constrained to new
 BJ1513.heights in a crustal motion area.  The height is approximate in
 BJ1513.relation to other heights in its vicinity.
 BJ1513
 BJ1513.The geoid height was determined by GEOID03.
 BJ1513
 BJ1513.The dynamic height is computed by dividing the NAVD 88
 BJ1513.geopotential number by the normal gravity value computed on the
 BJ1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1513.degrees latitude (g = 980.6199 gals.).
 BJ1513
 BJ1513.The modeled gravity was interpolated from observed gravity values.
 BJ1513
 BJ1513;                    North         East    Units  Estimated Accuracy
 BJ1513;SPC LA S     -   192,210.    1,088,930.      MT  (+/- 180 meters Scaled)
 BJ1513
 BJ1513                          SUPERSEDED SURVEY CONTROL
 BJ1513
 BJ1513  NGVD 29 (??/??/??)    2.142  (m)            7.03   (f) ADJUSTED    1 1
 BJ1513
 BJ1513.Superseded values are not recommended for survey control.
 BJ1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1513.See file dsdata.txt to determine how the superseded data were derived.
 BJ1513
 BJ1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP493472(NAD 83)
 BJ1513_MARKER: DB = BENCH MARK DISK
 BJ1513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1513_SP_SET: FOUNDATION
 BJ1513_STAMPING: B 19 1934 8
 BJ1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1513
 BJ1513  HISTORY     - Date     Condition        Report By
 BJ1513  HISTORY     - 1934     MONUMENTED       CGS
 BJ1513  HISTORY     - 1969     GOOD             CGS
 BJ1513  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1513
 BJ1513                          STATION DESCRIPTION
 BJ1513
 BJ1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1513'3.65 MI S FROM MANCHAC.
 BJ1513'ABOUT 3.65 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1513'SOUTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, SET ON THE TOP
 BJ1513'OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR AND ABANDONED
 BJ1513'SIGNAL, 20 FEET WEST OF THE WEST RAIL AND LEVEL WITH THE TRACK.  SEC
 BJ1513'28, T 9 S, R 8 E.  NOTE-- MARK IS 0.4 MILE NORTH OF MILEPOST 879.
 BJ1513
 BJ1513                          STATION RECOVERY (1992)
 BJ1513
 BJ1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1513'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2911 ***********************************************************************
 AA2911  HT_MOD      -  This is a Height Modernization Survey Station.
 AA2911  DESIGNATION -  B 1913
 AA2911  PID         -  AA2911
 AA2911  STATE/COUNTY-  LA/EAST CARROLL
 AA2911  USGS QUAD   -  MILLIKIN (1994)
 AA2911
 AA2911                         *CURRENT SURVEY CONTROL
 AA2911  ___________________________________________________________________
 AA2911* NAD 83(1992)-  32 59 21.47328(N)    091 13 29.26780(W)     ADJUSTED  
 AA2911* NAVD 88     -        33.38   (meters)     109.5    (feet)  GPS OBS   
 AA2911  ___________________________________________________________________
 AA2911  X           -    -114,466.407 (meters)                     COMP
 AA2911  Y           -  -5,353,903.609 (meters)                     COMP
 AA2911  Z           -   3,452,967.069 (meters)                     COMP
 AA2911  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AA2911  ELLIP HEIGHT-           7.15  (meters)          (03/17/04) GPS OBS
 AA2911  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AA2911
 AA2911  HORZ ORDER  -  FIRST
 AA2911  ELLP ORDER  -  FOURTH    CLASS II
 AA2911
 AA2911.The horizontal coordinates were established by GPS observations
 AA2911.and adjusted by the National Geodetic Survey in March 2004..
 AA2911
 AA2911.The orthometric height was determined by GPS observations and a
 AA2911.high-resolution geoid model using precise GPS observation and
 AA2911.processing techniques. It supersedes the leveled height previously
 AA2911.determined for this station.
 AA2911
 AA2911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2911
 AA2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2911
 AA2911.The ellipsoidal height was determined by GPS observations
 AA2911.and is referenced to NAD 83.
 AA2911
 AA2911.The geoid height was determined by GEOID03.
 AA2911
 AA2911;                    North         East     Units Scale Factor Converg.
 AA2911;SPC LA N     -   276,719.997 1,119,194.158   MT  1.00008950   +0 40 27.1
 AA2911;SPC LA N     -   907,872.19  3,671,889.50   sFT  1.00008950   +0 40 27.1
 AA2911;UTM  15      - 3,651,499.843   665,863.010   MT  0.99993921   +0 58 00.4
 AA2911
 AA2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2911!SPC LA N     -   0.99999888  x   1.00008950  =   1.00008838
 AA2911!UTM  15      -   0.99999888  x   0.99993921  =   0.99993809
 AA2911
 AA2911                          SUPERSEDED SURVEY CONTROL
 AA2911
 AA2911  NAVD 88 (05/12/97)   33.328  (m)          109.34   (f) ADJUSTED    2 1
 AA2911
 AA2911.Superseded values are not recommended for survey control.
 AA2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2911.See file dsdata.txt to determine how the superseded data were derived.
 AA2911
 AA2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6586351500(NAD 83)
 AA2911_MARKER: DB = BENCH MARK DISK
 AA2911_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2911_SP_SET: CONCRETE HEADWALL
 AA2911_STAMPING: B 1913
 AA2911_MARK LOGO: LAGS  
 AA2911_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2911+STABILITY: SURFACE MOTION
 AA2911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2911+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 AA2911
 AA2911  HISTORY     - Date     Condition        Report By
 AA2911  HISTORY     - 1913     MONUMENTED       LAGS
 AA2911  HISTORY     - 19870624 GOOD             LADTD
 AA2911  HISTORY     - 20020918 GOOD             PYBURN
 AA2911  HISTORY     - 20030801 GOOD             EMCINC
 AA2911
 AA2911                          STATION DESCRIPTION
 AA2911
 AA2911'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2911'ABOUT 0.2 KM (0.10 MI) SOUTH ON U S HIGHWAY 65 FROM ITS JUNCTION WITH
 AA2911'STATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON THE RIGHT SET IN THE
 AA2911'NORTH END OF A HEADWALL, 9.3 M (30.5 FT) WEST OF THE CENTER OF THE
 AA2911'HIGHWAY AND 1.5 M (4.9 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 AA2911
 AA2911                          STATION RECOVERY (2002)
 AA2911
 AA2911'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 AA2911'MARKER IS A BENCH MARK DISKSET IN A CONCRETE HEADWALLSTAMPED B
 AA2911'913MARK LOGO LAGSABOUT 0.2 KM (0.10 MI) SOUTH ON U S HIGHWAY 65 FROM
 AA2911'ITS JUNCTION WITHSTATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON THE
 AA2911'RIGHT SET IN THENORTH END OF A HEADWALL, 9.3 M (30.5 FT) WEST OF THE
 AA2911'CENTER OF THEHIGHWAY AND 1.5 M (4.9 FT) NORTH OF THE SOUTH END OF THE
 AA2911'HEADWALL.
 AA2911' 
 AA2911'
 AA2911
 AA2911                          STATION RECOVERY (2003)
 AA2911
 AA2911'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 AA2911'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 AA2911'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0963 ***********************************************************************
 BJ0963  DESIGNATION -  B 197 WELL
 BJ0963  PID         -  BJ0963
 BJ0963  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0963  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0963
 BJ0963                         *CURRENT SURVEY CONTROL
 BJ0963  ___________________________________________________________________
 BJ0963* NAD 83(1986)-  30 26 52.     (N)    091 11 23.     (W)     SCALED    
 BJ0963* NAVD 88     -        10.51   (+/-2cm)      34.5    (feet)  VERTCON   
 BJ0963  ___________________________________________________________________
 BJ0963  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0963
 BJ0963  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0963
 BJ0963.The horizontal coordinates were scaled from a topographic map and have
 BJ0963.an estimated accuracy of +/- 6 seconds.
 BJ0963
 BJ0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0963.The vertical order pertains to the NGVD 29 superseded value.
 BJ0963
 BJ0963.The geoid height was determined by GEOID03.
 BJ0963
 BJ0963;                    North         East    Units  Estimated Accuracy
 BJ0963;SPC LA S     -   215,910.    1,013,790.      MT  (+/- 180 meters Scaled)
 BJ0963
 BJ0963                          SUPERSEDED SURVEY CONTROL
 BJ0963
 BJ0963  NGVD 29 (??/??/??)   10.509  (m)           34.48   (f) ADJUSTED    1 1
 BJ0963
 BJ0963.Superseded values are not recommended for survey control.
 BJ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0963.See file dsdata.txt to determine how the superseded data were derived.
 BJ0963
 BJ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP738697(NAD 83)
 BJ0963_MARKER: DB = BENCH MARK DISK
 BJ0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0963_SP_SET: WELL CASING
 BJ0963_STAMPING: B 197 WELL 1964
 BJ0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0963
 BJ0963  HISTORY     - Date     Condition        Report By
 BJ0963  HISTORY     - 1964     MONUMENTED       CGS
 BJ0963  HISTORY     - 1976     GOOD             NGS
 BJ0963
 BJ0963                          STATION DESCRIPTION
 BJ0963
 BJ0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0963'IN BATON ROUGE.
 BJ0963'AT BATON ROUGE, AT THE BATON ROUGE WATER WORKS, NEAR THE JUNCTION OF
 BJ0963'FRONT AND CONVENTION STREET, 130 FEET EAST OF THE CENTER LINE OF FRONT
 BJ0963'STREET, SET ON THE TOP OF A CONCRETE FILLED 6-INCH WELL CASING THAT IS
 BJ0963'2200 FEET DEEP, INSIDE OF A 14 FEET SQUARE CONCRETE WALL AND PROJECTS
 BJ0963'0.3 FOOT ABOVE THE CONCRETE FLOOR.  NOTE-- MARK IS ABOUT 12 FEET BELOW
 BJ0963'THE LEVEL OF THE GROUND.
 BJ0963
 BJ0963                          STATION RECOVERY (1976)
 BJ0963
 BJ0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0996 ***********************************************************************
 BJ0996  DESIGNATION -  B 198
 BJ0996  PID         -  BJ0996
 BJ0996  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0996  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0996
 BJ0996                         *CURRENT SURVEY CONTROL
 BJ0996  ___________________________________________________________________
 BJ0996* NAD 83(1986)-  30 23 18.     (N)    091 12 42.     (W)     SCALED    
 BJ0996* NAVD 88     -         7.449  (meters)      24.44   (feet)  ADJUSTED  
 BJ0996  ___________________________________________________________________
 BJ0996  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0996  DYNAMIC HT  -           7.439 (meters)      24.41  (feet)  COMP
 BJ0996  MODELED GRAV-     979,331.4   (mgal)                       NAVD 88
 BJ0996
 BJ0996  VERT ORDER  -  FIRST     CLASS I
 BJ0996
 BJ0996.The horizontal coordinates were scaled from a topographic map and have
 BJ0996.an estimated accuracy of +/- 6 seconds.
 BJ0996
 BJ0996.The orthometric height was determined by differential leveling
 BJ0996.and adjusted by the National Geodetic Survey in February 1994..
 BJ0996
 BJ0996.The geoid height was determined by GEOID03.
 BJ0996
 BJ0996.The dynamic height is computed by dividing the NAVD 88
 BJ0996.geopotential number by the normal gravity value computed on the
 BJ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0996.degrees latitude (g = 980.6199 gals.).
 BJ0996
 BJ0996.The modeled gravity was interpolated from observed gravity values.
 BJ0996
 BJ0996;                    North         East    Units  Estimated Accuracy
 BJ0996;SPC LA S     -   209,320.    1,011,690.      MT  (+/- 180 meters Scaled)
 BJ0996
 BJ0996                          SUPERSEDED SURVEY CONTROL
 BJ0996
 BJ0996  NGVD 29 (??/??/??)    7.479  (m)           24.54   (f) ADJUSTED    1 1
 BJ0996
 BJ0996.Superseded values are not recommended for survey control.
 BJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0996.See file dsdata.txt to determine how the superseded data were derived.
 BJ0996
 BJ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP718631(NAD 83)
 BJ0996_MARKER: DB = BENCH MARK DISK
 BJ0996_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0996_SP_SET: COPPER-CLAD STEEL ROD
 BJ0996_STAMPING: B 198 1964
 BJ0996_MARK LOGO: CGS   
 BJ0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0996
 BJ0996  HISTORY     - Date     Condition        Report By
 BJ0996  HISTORY     - 1964     MONUMENTED       CGS
 BJ0996  HISTORY     - 1969     GOOD             LADTD
 BJ0996  HISTORY     - 1976     GOOD             NGS
 BJ0996  HISTORY     - 1986     GOOD             NGS
 BJ0996  HISTORY     - 1987     GOOD             USPSQD
 BJ0996
 BJ0996                          STATION DESCRIPTION
 BJ0996
 BJ0996'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ0996'4.3 MI SW FROM BATON ROUGE.
 BJ0996'ABOUT 4.3 MILES SOUTH ALONG RIVER ROAD AND STATE HIGHWAY 327 FROM THE
 BJ0996'ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, ABOUT 0.55 MILE
 BJ0996'SOUTHWEST OF THE JUNCTION WITH BRIGHTSIDE DRIVE, AT THE JUNCTION OF A
 BJ0996'ROAD LEADING UP THE MISSISSIPPI RIVER LEVEE TO THE DRAVO PLANT.  IT IS
 BJ0996'38.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF
 BJ0996'POWER POLE NO. 92, 8.5 FEET NORTHWEST OF A RIGHT-OF-WAY MARKER, 172
 BJ0996'FEET SOUTH OF THE CENTER OF THE JUNCTION OF HIGHWAY AND ROAD LEADING
 BJ0996'UP LEVEE TO PLANT, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, 2.5
 BJ0996'FEET BELOW THE LEVEL OF THE HIGHWAY.  A DISK ON THE TOP OF A COPPER
 BJ0996'COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH TILE
 BJ0996'WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 112
 BJ0996'FEET.
 BJ0996
 BJ0996                          STATION RECOVERY (1976)
 BJ0996
 BJ0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0996'3.8 MILE SOUTHWEST ALONG RIVER ROAD FROM THE INTERSTATE HIGHWAY 10
 BJ0996'BRIDGE OVERPASS, 0.55 MILE SOUTHWEST OF THE JUNCTION OF BRIGHTSIDE
 BJ0996'DRIVE, AT THE JUNCTION OF A GRAVEL ROAD LEADING OVER LEVEE TO THE PORT
 BJ0996'ALLEN MARINE RIVER PLANT, 218 FT SOUTHWEST OF THE EXTENDED CENTER LINE
 BJ0996'OF THE GRAVEL ROAD AND RIVER ROAD, 38.3 FT SOUTHEAST OF THE CENTER
 BJ0996'LINE OF RIVER ROAD, 2 FT NORTHWEST OF A FENCE LINE, 2.5 FT SOUTH OF A
 BJ0996'POWER POLE WITH TRANSFORMER NUMBER 92, 8.5 FT NORTHEAST OF A CONCRETE
 BJ0996'HIGHWAY MARKER, 88 FT SOUTHWEST OF THE CENTER LINE OF A METAL GATE.
 BJ0996
 BJ0996                          STATION RECOVERY (1986)
 BJ0996
 BJ0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0996'RECOVERED IN GOOD CONDITION.
 BJ0996
 BJ0996                          STATION RECOVERY (1987)
 BJ0996
 BJ0996'RECOVERY NOTE BY US POWER SQUADRON 1987 (JL)
 BJ0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1762 ***********************************************************************
 BJ1762  DESIGNATION -  B 20
 BJ1762  PID         -  BJ1762
 BJ1762  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1762  USGS QUAD   -  AMITE (1974)
 BJ1762
 BJ1762                         *CURRENT SURVEY CONTROL
 BJ1762  ___________________________________________________________________
 BJ1762* NAD 83(1986)-  30 44 41.     (N)    090 30 32.     (W)     SCALED    
 BJ1762* NAVD 88     -        37.082  (meters)     121.66   (feet)  READJUSTED
 BJ1762  ___________________________________________________________________
 BJ1762  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1762  DYNAMIC HT  -          37.030 (meters)     121.49  (feet)  COMP
 BJ1762  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BJ1762
 BJ1762  VERT ORDER  -  ?
 BJ1762
 BJ1762.The horizontal coordinates were scaled from a topographic map and have
 BJ1762.an estimated accuracy of +/- 6 seconds.
 BJ1762
 BJ1762.The orthometric height was determined by differential leveling
 BJ1762.and adjusted by the National Geodetic Survey in June 1991..
 BJ1762.The height was derived from older observations constrained to new
 BJ1762.heights in a crustal motion area.  The height is approximate in
 BJ1762.relation to other heights in its vicinity.
 BJ1762
 BJ1762.The geoid height was determined by GEOID03.
 BJ1762
 BJ1762.The dynamic height is computed by dividing the NAVD 88
 BJ1762.geopotential number by the normal gravity value computed on the
 BJ1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1762.degrees latitude (g = 980.6199 gals.).
 BJ1762
 BJ1762.The modeled gravity was interpolated from observed gravity values.
 BJ1762
 BJ1762;                    North         East    Units  Estimated Accuracy
 BJ1762;SPC LA S     -   249,110.    1,078,950.      MT  (+/- 180 meters Scaled)
 BJ1762
 BJ1762                          SUPERSEDED SURVEY CONTROL
 BJ1762
 BJ1762  NGVD 29 (??/??/??)   37.064  (m)          121.60   (f) ADJUSTED    1 1
 BJ1762
 BJ1762.Superseded values are not recommended for survey control.
 BJ1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1762.See file dsdata.txt to determine how the superseded data were derived.
 BJ1762
 BJ1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ384039(NAD 83)
 BJ1762_MARKER: DB = BENCH MARK DISK
 BJ1762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1762_SP_SET: CULVERT
 BJ1762_STAMPING: B 20 1934
 BJ1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1762
 BJ1762  HISTORY     - Date     Condition        Report By
 BJ1762  HISTORY     - 1934     MONUMENTED       CGS
 BJ1762  HISTORY     - 1969     GOOD             CGS
 BJ1762  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1762
 BJ1762                          STATION DESCRIPTION
 BJ1762
 BJ1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1762'1.25 MI N FROM AMITE.
 BJ1762'ABOUT 1.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1762'STATION AT AMITE, 0.25 MILE SOUTH OF MILEPOST 842, 0.05 MILE SOUTH OF
 BJ1762'A GRAVEL ROAD CROSSING, SET ON THE TOP OF THE SOUTH END OF THE WEST
 BJ1762'CONCRETE HEAD WALL FOR A 10-FOOT ARCHED CULVERT UNDER THE TRACK, 6.7
 BJ1762'FEET WEST OF THE WEST RAIL AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 BJ1762'SEC 33, T 3S, R 7E.
 BJ1762
 BJ1762                          STATION RECOVERY (1992)
 BJ1762
 BJ1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1762'THERE IS A NEW HEADWALL AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0179 ***********************************************************************
 AU0179  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0179  DESIGNATION -  B 201
 AU0179  PID         -  AU0179
 AU0179  STATE/COUNTY-  LA/ST MARY
 AU0179  USGS QUAD   -  NORTH BEND (1994)
 AU0179
 AU0179                         *CURRENT SURVEY CONTROL
 AU0179  ___________________________________________________________________
 AU0179* NAD 83(1992)-  29 42 27.45776(N)    091 22 59.98292(W)     ADJUSTED  
 AU0179* NAVD 88     -         2.71 **(meters)       8.9  **(feet)  LEVELING(2004.65)
 AU0179  **This station is located in a subsidence area (see below).
 AU0179  **This station is included in the VTDP model (see below).
 AU0179  ___________________________________________________________________
 AU0179  EPOCH DATE  -        2004.65
 AU0179  X           -    -133,848.257 (meters)                     COMP
 AU0179  Y           -  -5,542,753.968 (meters)                     COMP
 AU0179  Z           -   3,142,253.696 (meters)                     COMP
 AU0179  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU0179  ELLIP HEIGHT-         -22.89  (meters)          (06/22/05) GPS OBS
 AU0179  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU0179  DYNAMIC HT  -           2.70  (meters)       8.9   (feet)  COMP
 AU0179  MODELED GRAV-     979,308.5   (mgal)                       NAVD 88
 AU0179
 AU0179  HORZ ORDER  -  B
 AU0179  VERT ORDER  -  THIRD
 AU0179  ELLP ORDER  -  FOURTH    CLASS I
 AU0179
 AU0179.The horizontal coordinates were established by GPS observations
 AU0179.and adjusted by the National Geodetic Survey in June 2005..
 AU0179.The horizontal coordinates are valid at the epoch date displayed above.
 AU0179.The epoch date for horizontal control is a decimal equivalence
 AU0179.of Year/Month/Day.
 AU0179
 AU0179 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0179 ** and geoid heights are valid at the date of observation. These heights
 AU0179 ** must always be validated when used as control.
 AU0179 ** The orthometric height was determined with a Vertical Time-dependent
 AU0179 ** Positioning (VTDP) model and has been validated through GPS observations
 AU0179 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU0179 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0179 ** epoch indicated which incorporates improved geoid heights for the
 AU0179 ** Southern Louisiana Subsidence area
 AU0179 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0179.The orthometric height was determined by differential leveling.
 AU0179.The vertical network tie was performed by a horz. field party for horz.
 AU0179.obs reductions. Reset procedures were used to establish the elevation.
 AU0179
 AU0179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0179
 AU0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0179
 AU0179.The ellipsoidal height was determined by GPS observations
 AU0179.and is referenced to NAD 83.
 AU0179
 AU0179.The geoid height was determined by GEOID03.
 AU0179
 AU0179.The dynamic height is computed by dividing the NAVD 88
 AU0179.geopotential number by the normal gravity value computed on the
 AU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0179.degrees latitude (g = 980.6199 gals.).
 AU0179
 AU0179.The modeled gravity was interpolated from observed gravity values.
 AU0179
 AU0179;                    North         East     Units Scale Factor Converg.
 AU0179;SPC LA S     -   133,860.208   995,162.363   MT  0.99993876   -0 01 30.0
 AU0179;SPC LA S     -   439,173.03  3,264,961.85   sFT  0.99993876   -0 01 30.0
 AU0179;UTM  15      - 3,287,482.394   656,389.886   MT  0.99990177   +0 48 04.8
 AU0179
 AU0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0179!SPC LA S     -   1.00000359  x   0.99993876  =   0.99994235
 AU0179!UTM  15      -   1.00000359  x   0.99990177  =   0.99990536
 AU0179
 AU0179|---------------------------------------------------------------------|
 AU0179| PID    Reference Object                     Distance      Geod. Az  |
 AU0179|                                                           dddmmss.s |
 AU0179| AI6947 L055                                206.094 METERS 17500     |
 AU0179|---------------------------------------------------------------------|
 AU0179
 AU0179                          SUPERSEDED SURVEY CONTROL
 AU0179
 AU0179  ELLIP H (02/20/02)  -22.91   (m)                       GP(       ) 4 1
 AU0179  NAD 83(1992)-  29 42 27.45666(N)    091 22 59.97944(W) AD(       ) 1
 AU0179  ELLIP H (07/31/00)  -22.86   (m)                       GP(       ) 4 1
 AU0179  NAVD 88 (02/14/94)    2.918  (m)            9.57   (f) ADJUSTED    1 1
 AU0179  NAVD 88 (06/15/91)    2.976  (m)            9.76   (f) UNKNOWN     1 1
 AU0179  NGVD 29 (??/??/??)    3.018  (m)            9.90   (f) ADJUSTED    1 1
 AU0179
 AU0179.Superseded values are not recommended for survey control.
 AU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0179.See file dsdata.txt to determine how the superseded data were derived.
 AU0179
 AU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5639087482(NAD 83)
 AU0179_MARKER: DB = BENCH MARK DISK
 AU0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0179_SP_SET: CONCRETE POST
 AU0179_STAMPING: B 201 1964
 AU0179_MARK LOGO: CGS   
 AU0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0179+STABILITY: SURFACE MOTION
 AU0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0179+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AU0179
 AU0179  HISTORY     - Date     Condition        Report By
 AU0179  HISTORY     - 1964     MONUMENTED       CGS
 AU0179  HISTORY     - 1972     GOOD             LADTD
 AU0179  HISTORY     - 1976     GOOD             NGS
 AU0179  HISTORY     - 19930305 GOOD             NGS
 AU0179  HISTORY     - 19991130 GOOD             CDSMS
 AU0179  HISTORY     - 20040426 GOOD             NGS
 AU0179  HISTORY     - 20051014 GOOD             NGS
 AU0179
 AU0179                          STATION DESCRIPTION
 AU0179
 AU0179'DESCRIBED BY LA TRANSP AND DEV 1972
 AU0179'5.2 MI SE FROM CENTERVILLE.
 AU0179'TO REACH THE MONUMENT FROM THE JUNCTION OF US 90 AND LA 317 WHICH IS
 AU0179'AT CENTERVILLE, LA., DRIVE 5.2 MILES SOUTHEAST ALONG US 90.  MONUMENT
 AU0179'WILL BE ON LEFT SIDE OF US 90, 39 FT. N OF CENTERLINE OF US 90, 17.0
 AU0179'FT. SOUTHEAST OF A DRIVEWAY TO A TRAILER PARK.  MONUMENT IS 0.4 FT.
 AU0179'ABOVE GROUND.
 AU0179
 AU0179                          STATION RECOVERY (1976)
 AU0179
 AU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0179'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF STATE
 AU0179'HIGHWAY 317, 0.8 MILE NORTHWEST OF A BRIDGE OVER THE WAX LAKE OUTLET
 AU0179'CHANNEL, 39.5 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14 FT.
 AU0179'SOUTHEAST OF THE CENTER LINE OF A DRIVE LEADING NORTHEAST INTO A
 AU0179'TRAILER COURT, 28.5 FT. SOUTHEAST OF AND ACROSS THE DRIVEWAY FROM
 AU0179'AN IRON PIPE POST SUPPORTING AN ERNIES TRAILER PARK SIGN. NOTE
 AU0179'THE HIGHWAY IS UNDER CONSTRUCTION AT THIS TIME.
 AU0179
 AU0179                          STATION RECOVERY (1993)
 AU0179
 AU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0179'8.3 KM (5.15 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 182 FROM THE
 AU0179'JUNCTION OF STATE HIGHWAY 317 IN CENTERVILLE, 12.1 M (39.7 FT)
 AU0179'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.4 M (27.6 FT) NORTHWEST
 AU0179'OF THE NORTH CORNER OF UNDERGROUND CABLE JUNCTION BOX NUMBER 46, 6.0
 AU0179'M (19.7 FT) SOUTHEAST OF THE CENTER OF ERNIES LANE, 4.3 M (14.1 FT)
 AU0179'NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AU0179'HIGHWAY, AND THE MONUMENT PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND
 AU0179'SURFACE.
 AU0179
 AU0179                          STATION RECOVERY (1999)
 AU0179
 AU0179'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU0179'RECOVERED IN GOOD CONDITION.
 AU0179
 AU0179                          STATION RECOVERY (2004)
 AU0179
 AU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU0179'THE STATION IS LOCATED ABOUT 4.0 MI SOUTHEAST OF CENTERVILLE IN THE
 AU0179'YARD OF A PRIVATE RESIDENCE  IN A MOBILE HOME PARK.
 AU0179' 
 AU0179'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 AU0179'HIGHWAY 182 ABOUT 4.1 MI  SOUTHEAST OF CENTERVILLE, GO NORTHWESTERLY
 AU0179'FOR 0.25 MI ALONG THE STATE HIGHWAY TO THE STATION  ON THE RIGHT JUST
 AU0179'BEFORE REACHING ERNIES LANE, LEADING TO A MOBILE HOME PARK.
 AU0179' 
 AU0179'THE STATION IS LOCATED 16.7 M NORTHWEST OF THE NORTHWEST CORNER OF A
 AU0179'MOBILE HOME NUMBER 18,  12.1 M EAST-NORTHEAST OF THE CENTER OF THE
 AU0179'HIGHWAY, 8.6 M NORTH OF THE CENTER OF A METAL UTILITY  BOX, 6.3 M
 AU0179'SOUTH-SOUTHEAST OF ERNIES LANE, 3.0 M EAST-NORTHEAST OF A CARSONITE
 AU0179'WITNESS POST, AND  THE MONUMENT IS FLUSH WITH THE LEVEL OF THE GROUND.
 AU0179
 AU0179                          STATION RECOVERY (2005)
 AU0179
 AU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AU0179'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2321 ***********************************************************************
 BJ2321  DESIGNATION -  B 202
 BJ2321  PID         -  BJ2321
 BJ2321  STATE/COUNTY-  LA/ST MARTIN
 BJ2321  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2321
 BJ2321                         *CURRENT SURVEY CONTROL
 BJ2321  ___________________________________________________________________
 BJ2321* NAD 83(1986)-  30 27 29.     (N)    091 43 39.     (W)     SCALED    
 BJ2321* NAVD 88     -         7.78   (+/-2cm)      25.5    (feet)  VERTCON   
 BJ2321  ___________________________________________________________________
 BJ2321  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2321
 BJ2321  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2321
 BJ2321.The horizontal coordinates were scaled from a topographic map and have
 BJ2321.an estimated accuracy of +/- 6 seconds.
 BJ2321
 BJ2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2321.The vertical order pertains to the NGVD 29 superseded value.
 BJ2321
 BJ2321.The geoid height was determined by GEOID03.
 BJ2321
 BJ2321;                    North         East    Units  Estimated Accuracy
 BJ2321;SPC LA S     -   217,110.      962,150.      MT  (+/- 180 meters Scaled)
 BJ2321
 BJ2321                          SUPERSEDED SURVEY CONTROL
 BJ2321
 BJ2321  NGVD 29 (??/??/??)    7.794  (m)           25.57   (f) ADJUSTED    1 2
 BJ2321
 BJ2321.Superseded values are not recommended for survey control.
 BJ2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2321.See file dsdata.txt to determine how the superseded data were derived.
 BJ2321
 BJ2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP221702(NAD 83)
 BJ2321_MARKER: DB = BENCH MARK DISK
 BJ2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2321_STAMPING: B 202 1964
 BJ2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2321+STABILITY: SURFACE MOTION
 BJ2321
 BJ2321  HISTORY     - Date     Condition        Report By
 BJ2321  HISTORY     - 1964     MONUMENTED       CGS
 BJ2321  HISTORY     - 1965     GOOD             CGS
 BJ2321
 BJ2321                          STATION DESCRIPTION
 BJ2321
 BJ2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2321'9.2 MI S FROM KROTZ SPRINGS.
 BJ2321'1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BJ2321'KROTZ SPRINGS, THENCE 8.1 MILES SOUTH ALONG STATE ROAD 975, AT A
 BJ2321'CLEARING ON THE NORTH SIDE OF THE ROAD, 53 FEET NORTH OF THE CENTER
 BJ2321'LINE OF THE ROAD, 24 FEET SOUTHEAST OF A 12-INCH TREE BEARING A
 BJ2321'TRIANGULAR BLAZE, 3.0 FEET SOUTH OF A CREOSOTED WITNESS POST, ABOUT
 BJ2321'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BJ2321'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0749 ***********************************************************************
 BJ0749  DESIGNATION -  B 205
 BJ0749  PID         -  BJ0749
 BJ0749  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0749  USGS QUAD   -  FORDOCHE (1969)
 BJ0749
 BJ0749                         *CURRENT SURVEY CONTROL
 BJ0749  ___________________________________________________________________
 BJ0749* NAD 83(1986)-  30 33 17.     (N)    091 33 30.     (W)     SCALED    
 BJ0749* NAVD 88     -         9.201  (meters)      30.19   (feet)  ADJUSTED  
 BJ0749  ___________________________________________________________________
 BJ0749  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ0749  DYNAMIC HT  -           9.189 (meters)      30.15  (feet)  COMP
 BJ0749  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BJ0749
 BJ0749  VERT ORDER  -  FIRST     CLASS I
 BJ0749
 BJ0749.The horizontal coordinates were scaled from a topographic map and have
 BJ0749.an estimated accuracy of +/- 6 seconds.
 BJ0749
 BJ0749.The orthometric height was determined by differential leveling
 BJ0749.and adjusted by the National Geodetic Survey in February 1994..
 BJ0749
 BJ0749.The geoid height was determined by GEOID03.
 BJ0749
 BJ0749.The dynamic height is computed by dividing the NAVD 88
 BJ0749.geopotential number by the normal gravity value computed on the
 BJ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0749.degrees latitude (g = 980.6199 gals.).
 BJ0749
 BJ0749.The modeled gravity was interpolated from observed gravity values.
 BJ0749
 BJ0749;                    North         East    Units  Estimated Accuracy
 BJ0749;SPC LA S     -   227,780.      978,410.      MT  (+/- 180 meters Scaled)
 BJ0749
 BJ0749                          SUPERSEDED SURVEY CONTROL
 BJ0749
 BJ0749  NAVD 88 (06/15/91)    9.239  (m)           30.31   (f) UNKNOWN     1 1
 BJ0749  NGVD 29 (??/??/??)    9.202  (m)           30.19   (f) ADJUSTED    1 1
 BJ0749
 BJ0749.Superseded values are not recommended for survey control.
 BJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0749.See file dsdata.txt to determine how the superseded data were derived.
 BJ0749
 BJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP382811(NAD 83)
 BJ0749_MARKER: DB = BENCH MARK DISK
 BJ0749_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ0749_SP_SET: CONCRETE CURB
 BJ0749_STAMPING: B 205 1964
 BJ0749_MARK LOGO: CGS   
 BJ0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0749
 BJ0749  HISTORY     - Date     Condition        Report By
 BJ0749  HISTORY     - 1964     MONUMENTED       CGS
 BJ0749  HISTORY     - 1976     GOOD             NGS
 BJ0749  HISTORY     - 1980     GOOD             LADTD
 BJ0749  HISTORY     - 1986     GOOD             NGS
 BJ0749
 BJ0749                          STATION DESCRIPTION
 BJ0749
 BJ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0749'IN LIVONIA.
 BJ0749'AT LIVONIA, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE CURB
 BJ0749'OF THE U.S. HIGHWAY 190 BRIDGE OVER BAYOU GROSSE TETE, 128 FEET NORTH
 BJ0749'OF THE NORTH RAIL, 146 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 BJ0749'RAILROAD TRESTLE OVER BAYOU GROSSE TETE, 97 FEET EAST OF THE CENTER
 BJ0749'LINE OF STATE HIGHWAY 77, 18 FEET SOUTH OF THE CENTER LINE OF THE
 BJ0749'SOUTH TRAFFIC LANE OF U.S. HIGHWAY 190, AND ABOUT 1 FOOT ABOVE THE
 BJ0749'LEVEL OF THE HIGHWAY.
 BJ0749
 BJ0749                          STATION RECOVERY (1976)
 BJ0749
 BJ0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0749'AT LIVONIA, AT THE SOUTHEAST CORNER OF THE JUNCTION OF U.S. HIGHWAY
 BJ0749'190 AND STATE HIGHWAY 77, 97 FT. EAST OF THE CENTER LINE OF STATE
 BJ0749'HIGHWAY 77, 18 FT. SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF
 BJ0749'U.S. HIGHWAY 190, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 BJ0749'CURB OF HIGHWAY BRIDGE OVER THE BAYOU GROSSE TETE, 1.1 FT. EAST OF
 BJ0749'THE WEST END OF THE CURB.
 BJ0749
 BJ0749                          STATION RECOVERY (1980)
 BJ0749
 BJ0749'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0749'RECOVERED IN GOOD CONDITION.
 BJ0749
 BJ0749                          STATION RECOVERY (1986)
 BJ0749
 BJ0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0337 ***********************************************************************
 BJ0337  DESIGNATION -  B 206
 BJ0337  PID         -  BJ0337
 BJ0337  STATE/COUNTY-  LA/ST LANDRY
 BJ0337  USGS QUAD   -  PORT BARRE (1994)
 BJ0337
 BJ0337                         *CURRENT SURVEY CONTROL
 BJ0337  ___________________________________________________________________
 BJ0337* NAD 83(1986)-  30 32 51.     (N)    091 55 24.     (W)     SCALED    
 BJ0337* NAVD 88     -         6.728  (meters)      22.07   (feet)  ADJUSTED  
 BJ0337  ___________________________________________________________________
 BJ0337  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0337  DYNAMIC HT  -           6.719 (meters)      22.04  (feet)  COMP
 BJ0337  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ0337
 BJ0337  VERT ORDER  -  FIRST     CLASS I
 BJ0337
 BJ0337.The horizontal coordinates were scaled from a topographic map and have
 BJ0337.an estimated accuracy of +/- 6 seconds.
 BJ0337
 BJ0337.The orthometric height was determined by differential leveling
 BJ0337.and adjusted by the National Geodetic Survey in February 1994..
 BJ0337
 BJ0337.The geoid height was determined by GEOID03.
 BJ0337
 BJ0337.The dynamic height is computed by dividing the NAVD 88
 BJ0337.geopotential number by the normal gravity value computed on the
 BJ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0337.degrees latitude (g = 980.6199 gals.).
 BJ0337
 BJ0337.The modeled gravity was interpolated from observed gravity values.
 BJ0337
 BJ0337;                    North         East    Units  Estimated Accuracy
 BJ0337;SPC LA S     -   227,100.      943,390.      MT  (+/- 180 meters Scaled)
 BJ0337
 BJ0337                          SUPERSEDED SURVEY CONTROL
 BJ0337
 BJ0337  NAVD 88 (06/15/91)    6.740  (m)           22.11   (f) UNKNOWN     1 1
 BJ0337  NGVD 29 (??/??/??)    6.712  (m)           22.02   (f) ADJUSTED    1 1
 BJ0337
 BJ0337.Superseded values are not recommended for survey control.
 BJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0337.See file dsdata.txt to determine how the superseded data were derived.
 BJ0337
 BJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP032799(NAD 83)
 BJ0337_MARKER: DB = BENCH MARK DISK
 BJ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0337_SP_SET: CONCRETE POST
 BJ0337_STAMPING: B 206 1964
 BJ0337_MARK LOGO: CGS   
 BJ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0337+STABILITY: SURFACE MOTION
 BJ0337
 BJ0337  HISTORY     - Date     Condition        Report By
 BJ0337  HISTORY     - 1964     MONUMENTED       CGS
 BJ0337  HISTORY     - 1976     GOOD             NGS
 BJ0337  HISTORY     - 1986     GOOD             NGS
 BJ0337
 BJ0337                          STATION DESCRIPTION
 BJ0337
 BJ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0337'2.4 MI E FROM PORT BARRE.
 BJ0337'ABOUT 2.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0337'STATION AT PORT BARRE, ABOUT 250 FEET NORTH AND ACROSS U.S. HIGHWAY
 BJ0337'190 FROM THE NORTH RAIL, 62 FEET NORTH OF THE CENTER LINE OF THE NORTH
 BJ0337'TRAFFIC LANE OF THE HIGHWAY, 56 FEET EAST OF THE CENTER LINE OF A
 BJ0337'PRIVATE ROAD, 6 FEET WEST OF POWER POLE NUMBER 217-175 WHICH IS BRACED
 BJ0337'BY A GUY WIRE 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BJ0337'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BJ0337'INCHES.
 BJ0337
 BJ0337                          STATION RECOVERY (1976)
 BJ0337
 BJ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0337'2.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM ITS JUNCTION WITH STATE
 BJ0337'HIGHWAY 103 NORTH AT PORT BARRE, 250 FT NORTH AND ACROSS HIGHWAY FROM
 BJ0337'THE NORTH RAIL, 64 FT NORTH OF THE CENTER LINE OF THE WEST BOUND LANES
 BJ0337'OF U.S. HIGHWAY 190, 63 FT EAST OF THE CENTER LINE OF A PRIVATE ROAD
 BJ0337'NORTH, 6 FT WEST OF POWER POLE 612-175 WITH LINES LEADING NORTH, EAST,
 BJ0337'AND WEST.
 BJ0337
 BJ0337                          STATION RECOVERY (1986)
 BJ0337
 BJ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0067 ***********************************************************************
 BJ0067  DESIGNATION -  B 207
 BJ0067  PID         -  BJ0067
 BJ0067  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0067  USGS QUAD   -  NEW ROADS (1994)
 BJ0067
 BJ0067                         *CURRENT SURVEY CONTROL
 BJ0067  ___________________________________________________________________
 BJ0067* NAD 83(1986)-  30 44 55.     (N)    091 23 04.     (W)     SCALED    
 BJ0067* NAVD 88     -        12.514  (meters)      41.06   (feet)  ADJUSTED  
 BJ0067  ___________________________________________________________________
 BJ0067  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0067  DYNAMIC HT  -          12.498 (meters)      41.00  (feet)  COMP
 BJ0067  MODELED GRAV-     979,360.5   (mgal)                       NAVD 88
 BJ0067
 BJ0067  VERT ORDER  -  FIRST     CLASS I
 BJ0067
 BJ0067.The horizontal coordinates were scaled from a topographic map and have
 BJ0067.an estimated accuracy of +/- 6 seconds.
 BJ0067
 BJ0067.The orthometric height was determined by differential leveling
 BJ0067.and adjusted by the National Geodetic Survey in February 1994..
 BJ0067
 BJ0067.The geoid height was determined by GEOID03.
 BJ0067
 BJ0067.The dynamic height is computed by dividing the NAVD 88
 BJ0067.geopotential number by the normal gravity value computed on the
 BJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0067.degrees latitude (g = 980.6199 gals.).
 BJ0067
 BJ0067.The modeled gravity was interpolated from observed gravity values.
 BJ0067
 BJ0067;                    North         East    Units  Estimated Accuracy
 BJ0067;SPC LA S     -   249,250.      995,110.      MT  (+/- 180 meters Scaled)
 BJ0067
 BJ0067                          SUPERSEDED SURVEY CONTROL
 BJ0067
 BJ0067  NAVD 88 (06/15/91)   12.550  (m)           41.17   (f) UNKNOWN     1 1
 BJ0067  NGVD 29 (??/??/??)   12.508  (m)           41.04   (f) ADJUSTED    1 1
 BJ0067
 BJ0067.Superseded values are not recommended for survey control.
 BJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0067.See file dsdata.txt to determine how the superseded data were derived.
 BJ0067
 BJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ546028(NAD 83)
 BJ0067_MARKER: DB = BENCH MARK DISK
 BJ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0067_STAMPING: B 207 1964
 BJ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0067+STABILITY: SURFACE MOTION
 BJ0067
 BJ0067  HISTORY     - Date     Condition        Report By
 BJ0067  HISTORY     - 1964     MONUMENTED       CGS
 BJ0067  HISTORY     - 1976     GOOD             NGS
 BJ0067
 BJ0067                          STATION DESCRIPTION
 BJ0067
 BJ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0067'5.75 MI NE FROM NEW ROADS.
 BJ0067'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0067'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ0067'STATE HIGHWAY 10, THENCE 0.95 MILE SOUTHEAST ALONG STATE ROAD 981, 36
 BJ0067'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 101 FEET SOUTHWEST OF
 BJ0067'THE CENTER LINE OF A LEVEE, 28 FEET NORTHEAST OF THE NORTH CORNER OF A
 BJ0067'CATTLE GUARD, 1 1/2 FEET NORTHWEST OF AN INTERSECTION OF TWO FENCES,
 BJ0067'2.0 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BJ0067'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BJ0067
 BJ0067                          STATION RECOVERY (1976)
 BJ0067
 BJ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0067'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0067'HIGHWAY 420, THENCE 0.9 MILE EAST ALONG STATE HIGHWAY 981, 36 FT
 BJ0067'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28.1 FT NORTHEAST OF
 BJ0067'THE NORTH CORNER OF A CATTLE GUARD, 12.5 FT NORTHEAST OF A T
 BJ0067'JUNCTION FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0002 ***********************************************************************
 BJ0002  DESIGNATION -  B 208
 BJ0002  PID         -  BJ0002
 BJ0002  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0002  USGS QUAD   -  INNIS (1994)
 BJ0002
 BJ0002                         *CURRENT SURVEY CONTROL
 BJ0002  ___________________________________________________________________
 BJ0002* NAD 83(1986)-  30 59 22.     (N)    091 40 46.     (W)     SCALED    
 BJ0002* NAVD 88     -        15.347  (meters)      50.35   (feet)  ADJUSTED  
 BJ0002  ___________________________________________________________________
 BJ0002  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0002  DYNAMIC HT  -          15.328 (meters)      50.29  (feet)  COMP
 BJ0002  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 BJ0002
 BJ0002  VERT ORDER  -  FIRST     CLASS I
 BJ0002
 BJ0002.The horizontal coordinates were scaled from a topographic map and have
 BJ0002.an estimated accuracy of +/- 6 seconds.
 BJ0002
 BJ0002.The orthometric height was determined by differential leveling
 BJ0002.and adjusted by the National Geodetic Survey in February 1994..
 BJ0002
 BJ0002.The geoid height was determined by GEOID03.
 BJ0002
 BJ0002.The dynamic height is computed by dividing the NAVD 88
 BJ0002.geopotential number by the normal gravity value computed on the
 BJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0002.degrees latitude (g = 980.6199 gals.).
 BJ0002
 BJ0002.The modeled gravity was interpolated from observed gravity values.
 BJ0002
 BJ0002;                    North         East    Units  Estimated Accuracy
 BJ0002;SPC LA S     -   276,000.      966,940.      MT  (+/- 180 meters Scaled)
 BJ0002
 BJ0002                          SUPERSEDED SURVEY CONTROL
 BJ0002
 BJ0002  NAVD 88 (06/15/91)   15.374  (m)           50.44   (f) UNKNOWN     1 1
 BJ0002  NGVD 29 (??/??/??)   15.329  (m)           50.29   (f) ADJUSTED    1 1
 BJ0002
 BJ0002.Superseded values are not recommended for survey control.
 BJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0002.See file dsdata.txt to determine how the superseded data were derived.
 BJ0002
 BJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ260291(NAD 83)
 BJ0002_MARKER: DB = BENCH MARK DISK
 BJ0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0002_SP_SET: ABUTMENT
 BJ0002_STAMPING: B 208 1964
 BJ0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0002
 BJ0002  HISTORY     - Date     Condition        Report By
 BJ0002  HISTORY     - 1964     MONUMENTED       CGS
 BJ0002  HISTORY     - 1966     GOOD             CGS
 BJ0002  HISTORY     - 1976     GOOD             NGS
 BJ0002  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BJ0002
 BJ0002                          STATION DESCRIPTION
 BJ0002
 BJ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0002'0.2 MI S FROM TORRAS.
 BJ0002'0.2 MILE SOUTH ALONG STATE ROAD 418 FROM THE MT. CARMEL CHURCH AT
 BJ0002'TORRAS, SET VERTICALLY IN THE EAST FACE OF THE SOUTHWEST CONCRETE WING
 BJ0002'WALL OF AN ABUTMENT FOR AN ABANDONED RAILROAD UNDERPASS, 12 FEET WEST
 BJ0002'OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET ABOVE THE GROUND.
 BJ0002
 BJ0002                          STATION RECOVERY (1966)
 BJ0002
 BJ0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ0002'RECOVERED IN GOOD CONDITION.
 BJ0002
 BJ0002                          STATION RECOVERY (1976)
 BJ0002
 BJ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0002'0.4 MILE SOUTH ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF STATE
 BJ0002'HIGHWAY 15 AT TORRAS, 0.2 MILE SOUTHEAST OF THE MT CARMEL CHURCH, SET
 BJ0002'VERTICALLY IN THE EAST FACE OF THE SOUTHWEST CONCRETE WING WALL OF AN
 BJ0002'ABANDONED RAILROAD UNDERPASS, 14 FT SOUTHWEST OF THE CENTER LINE OF
 BJ0002'THE HIGHWAY, NEAR BENCH MARK PBM TORRAS.
 BJ0002
 BJ0002                          STATION RECOVERY (2005)
 BJ0002
 BJ0002'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0002'RAILROAD ABUTMENT GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3222 ***********************************************************************
 BJ3222  DESIGNATION -  B 208 RESET 1979
 BJ3222  PID         -  BJ3222
 BJ3222  STATE/COUNTY-  LA/POINTE COUPEE
 BJ3222  USGS QUAD   -  INNIS (1994)
 BJ3222
 BJ3222                         *CURRENT SURVEY CONTROL
 BJ3222  ___________________________________________________________________
 BJ3222* NAD 83(1986)-  30 59 22.     (N)    091 40 46.     (W)     SCALED    
 BJ3222* NAVD 88     -        14.33   (+/-2cm)      47.0    (feet)  VERTCON   
 BJ3222  ___________________________________________________________________
 BJ3222  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3222
 BJ3222  VERT ORDER  -  THIRD (See Below)
 BJ3222
 BJ3222.The horizontal coordinates were scaled from a topographic map and have
 BJ3222.an estimated accuracy of +/- 6 seconds.
 BJ3222
 BJ3222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3222.The vertical order pertains to the NGVD 29 superseded value.
 BJ3222
 BJ3222.The geoid height was determined by GEOID03.
 BJ3222
 BJ3222;                    North         East    Units  Estimated Accuracy
 BJ3222;SPC LA S     -   276,000.      966,940.      MT  (+/- 180 meters Scaled)
 BJ3222
 BJ3222                          SUPERSEDED SURVEY CONTROL
 BJ3222
 BJ3222  NGVD 29 (??/??/??)   14.31   (m)           46.9    (f) RESET       3  
 BJ3222
 BJ3222.Superseded values are not recommended for survey control.
 BJ3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3222.See file dsdata.txt to determine how the superseded data were derived.
 BJ3222
 BJ3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ260291(NAD 83)
 BJ3222_MARKER: DB = BENCH MARK DISK
 BJ3222_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3222_SP_SET: 20 FEET
 BJ3222_STAMPING: B 208 RESET 1979
 BJ3222_PROJECTION: FLUSH
 BJ3222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3222+STABILITY: POSITION/ELEVATION WELL
 BJ3222_ROD/PIPE-DEPTH: 6.10 meters
 BJ3222
 BJ3222  HISTORY     - Date     Condition        Report By
 BJ3222  HISTORY     - 1979     MONUMENTED       NGS
 BJ3222  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BJ3222
 BJ3222                          STATION DESCRIPTION
 BJ3222
 BJ3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BJ3222'IN TORRAS.
 BJ3222'0.2 MILE SOUTH ALONG STATE HIGHWAY 418 FROM THE MT CARMEL CHURCH
 BJ3222'IN TORRAS, 61.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 BJ3222'418, AND 43.0 FEET NORTHWEST OF THE CENTER OF A GRAVELED SIDE ROAD.
 BJ3222'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 BJ3222
 BJ3222                          STATION RECOVERY (2005)
 BJ3222
 BJ3222'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ3222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0825 ***********************************************************************
 BJ0825  DESIGNATION -  B 209
 BJ0825  PID         -  BJ0825
 BJ0825  STATE/COUNTY-  LA/IBERVILLE
 BJ0825  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0825
 BJ0825                         *CURRENT SURVEY CONTROL
 BJ0825  ___________________________________________________________________
 BJ0825* NAD 83(1986)-  30 10 06.     (N)    091 20 14.     (W)     SCALED    
 BJ0825* NAVD 88     -         1.845  (meters)       6.05   (feet)  ADJUSTED  
 BJ0825  ___________________________________________________________________
 BJ0825  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ0825  DYNAMIC HT  -           1.843 (meters)       6.05  (feet)  COMP
 BJ0825  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0825
 BJ0825  VERT ORDER  -  FIRST     CLASS I
 BJ0825
 BJ0825.The horizontal coordinates were scaled from a topographic map and have
 BJ0825.an estimated accuracy of +/- 6 seconds.
 BJ0825
 BJ0825.The orthometric height was determined by differential leveling
 BJ0825.and adjusted by the National Geodetic Survey in February 1994..
 BJ0825
 BJ0825.The geoid height was determined by GEOID03.
 BJ0825
 BJ0825.The dynamic height is computed by dividing the NAVD 88
 BJ0825.geopotential number by the normal gravity value computed on the
 BJ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0825.degrees latitude (g = 980.6199 gals.).
 BJ0825
 BJ0825.The modeled gravity was interpolated from observed gravity values.
 BJ0825
 BJ0825;                    North         East    Units  Estimated Accuracy
 BJ0825;SPC LA S     -   184,930.      999,630.      MT  (+/- 180 meters Scaled)
 BJ0825
 BJ0825                          SUPERSEDED SURVEY CONTROL
 BJ0825
 BJ0825  NGVD 29 (??/??/??)    1.876  (m)            6.15   (f) ADJUSTED    1 1
 BJ0825
 BJ0825.Superseded values are not recommended for survey control.
 BJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0825.See file dsdata.txt to determine how the superseded data were derived.
 BJ0825
 BJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP601386(NAD 83)
 BJ0825_MARKER: DB = BENCH MARK DISK
 BJ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0825_STAMPING: B 209 1964
 BJ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0825+STABILITY: SURFACE MOTION
 BJ0825
 BJ0825  HISTORY     - Date     Condition        Report By
 BJ0825  HISTORY     - 1964     MONUMENTED       CGS
 BJ0825  HISTORY     - 1965     GOOD             CGS
 BJ0825  HISTORY     - 1976     GOOD             NGS
 BJ0825  HISTORY     - 1980     GOOD             LADTD
 BJ0825
 BJ0825                          STATION DESCRIPTION
 BJ0825
 BJ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0825'0.45 MI N FROM BAYOU SORREL.
 BJ0825'ABOUT 0.45 MILE NORTH ALONG STATE ROAD 75 FROM THE FERRY LANDING AT
 BJ0825'BAYOU SORREL, 0.05 MILE SOUTH OF A GROUP OF GAS LINE VALVES AND GAGES,
 BJ0825'71 1/2 FEET SOUTH OF A TELEPHONE POLE, 47 FEET NORTH OF THE CENTER OF
 BJ0825'A PRIVATE DRIVEWAY, 34 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BJ0825'10.2 FEET SOUTH OF A HIGH PRESSURE PIPE LINE MARKER POST, 1.6 FEET
 BJ0825'WEST OF A WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BJ0825'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BJ0825
 BJ0825                          STATION RECOVERY (1976)
 BJ0825
 BJ0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0825'1.0 MILE NORTH ALONG STATE HIGHWAY 75 FROM THE GRAND RIVER BRIDGE,
 BJ0825'0.05 MILE SOUTH OF A PIPE LINE AND A GROUP OF VALVES, AT THE JUNCTION
 BJ0825'OF A DRIVEWAY LEADING WEST, 35 FT WEST OF THE CENTER LINE OF THE
 BJ0825'HIGHWAY, 47 FT NORTH OF THE CENTER LINE OF THE DRIVEWAY, 71.5 FT SOUTH
 BJ0825'OF TELEPHONE POLE 305, 1.6 FT WEST OF A WOODEN WITNESS POST.
 BJ0825
 BJ0825                          STATION RECOVERY (1980)
 BJ0825
 BJ0825'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1574 ***********************************************************************
 BJ1574  DESIGNATION -  B 21
 BJ1574  PID         -  BJ1574
 BJ1574  STATE/COUNTY-  LA/ST TAMMANY
 BJ1574  USGS QUAD   -  MANDEVILLE (1979)
 BJ1574
 BJ1574                         *CURRENT SURVEY CONTROL
 BJ1574  ___________________________________________________________________
 BJ1574* NAD 83(1986)-  30 20 43.     (N)    090 01 29.     (W)     SCALED    
 BJ1574* NAVD 88     -         3.28   (+/-2cm)      10.8    (feet)  VERTCON   
 BJ1574  ___________________________________________________________________
 BJ1574  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ1574
 BJ1574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1574
 BJ1574.The horizontal coordinates were scaled from a topographic map and have
 BJ1574.an estimated accuracy of +/- 6 seconds.
 BJ1574
 BJ1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1574.The vertical order pertains to the NGVD 29 superseded value.
 BJ1574
 BJ1574.The geoid height was determined by GEOID03.
 BJ1574
 BJ1574;                    North         East    Units  Estimated Accuracy
 BJ1574;SPC LA S     -   205,260.    1,125,810.      MT  (+/- 180 meters Scaled)
 BJ1574
 BJ1574                          SUPERSEDED SURVEY CONTROL
 BJ1574
 BJ1574  NGVD 29 (??/??/??)    3.279  (m)           10.76   (f) ADJUSTED    2 0
 BJ1574
 BJ1574.Superseded values are not recommended for survey control.
 BJ1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1574.See file dsdata.txt to determine how the superseded data were derived.
 BJ1574
 BJ1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP860608(NAD 83)
 BJ1574_MARKER: DB = BENCH MARK DISK
 BJ1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1574_SP_SET: CONCRETE POST
 BJ1574_STAMPING: B 21 1934 11
 BJ1574_MARK LOGO: CGS   
 BJ1574_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1574+STABILITY: SURFACE MOTION
 BJ1574
 BJ1574  HISTORY     - Date     Condition        Report By
 BJ1574  HISTORY     - 1934     MONUMENTED       CGS
 BJ1574  HISTORY     - 1955     GOOD             CGS
 BJ1574  HISTORY     - 1977     GOOD             LADTD
 BJ1574  HISTORY     - 1983     GOOD             LADTD
 BJ1574
 BJ1574                          STATION DESCRIPTION
 BJ1574
 BJ1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1574'2.5 MI SE FROM MANDEVILLE.
 BJ1574'LOCATED 2.5 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BJ1574'FROM THE STATION IN MANDEVILLE, 7 POLES WEST OF A PUBLIC ROAD CROSSING
 BJ1574'(ENTRANCE TO FONTAINBLEAU STATE PARK), 12 1/2 POLES NORTHWEST OF
 BJ1574'MILEPOST 51, 33 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 65 FEET
 BJ1574'WEST OF THE 7TH POLE WEST OF THE ROAD CROSSING AND 100 FEET EAST OF
 BJ1574'THE EIGHT POLE AND IN LINE WITH A ROW OF A POLES.  IT IS A STANDARD
 BJ1574'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 2
 BJ1574'FEET BELOW THE LEVEL OF THE TRACK.
 BJ1574
 BJ1574                          STATION RECOVERY (1977)
 BJ1574
 BJ1574'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1574'2.5 MILE SOUTHEAST ALONG THE GULF, MOBILE, AND OHIO RAILROAD FROM THE
 BJ1574'STATION IN MANDEVILLE, 7 POLES WEST OF A PUBLIC ROAD CROSSING
 BJ1574'(ENTRANCE TO FOUNTAINBLEAU STATE PARK), 12 5 POLES NORTHWEST OF
 BJ1574'MILEPOST 51, 33 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 65 FEET
 BJ1574'WEST OF THE 7TH POLE WEST OF THE ROAD CROSSING AND 100 FEET EAST OF
 BJ1574'THE EIGHT POLE AND IN LINE WITH A ROW OF POLES
 BJ1574
 BJ1574                          STATION RECOVERY (1983)
 BJ1574
 BJ1574'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ1574'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BJ1574'JUNCTION OF LA 59, LA 1087 AND US 190 AT MANDEVILLE, GO EAST ALONG US
 BJ1574'190 FOR 4.2 KM (2.6 MI) TO JUNCTION OF LA 1089 (FOUNTAINBLEAU STATE
 BJ1574'PARK), THEN SOUTH ALONG LA 1089 FOR 0.2 KM (0.1 MI) TO RAILROAD
 BJ1574'CROSSING, THEN WEST ALONG RAILROAD TRACKS FOR 395 METERS (1296 FT) TO
 BJ1574'THE MARKER ON THE RIGHT, 9 METERS (24.5 FT) NORTH-NORTHEAST OF NORTH
 BJ1574'RAIL, 8.8 METERS (29 FT) SOUTHEAST OF A 12-INCH SWEET GUM TREE, 38.1
 BJ1574'METERS (125 FT) NORTHWEST OF POWER POLE NO. I-183, 106.4 METERS (349
 BJ1574'FT) EAST-SOUTHEAST OF SOUTH END OF 24-INCH STEEL CULVERT UNDER
 BJ1574'RAILROAD.
 BJ1574'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ1574'THE MARK IS 0.91 M BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0116 ***********************************************************************
 AU0116  DESIGNATION -  B 210
 AU0116  PID         -  AU0116
 AU0116  STATE/COUNTY-  LA/ST MARTIN
 AU0116  USGS QUAD   -  CENTERVILLE NE (1980)
 AU0116
 AU0116                         *CURRENT SURVEY CONTROL
 AU0116  ___________________________________________________________________
 AU0116* NAD 83(1986)-  29 56 27.     (N)    091 15 18.     (W)     SCALED    
 AU0116* NAVD 88     -         1.86   (+/-2cm)       6.1    (feet)  VERTCON   
 AU0116  ___________________________________________________________________
 AU0116  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AU0116
 AU0116  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0116
 AU0116.The horizontal coordinates were scaled from a topographic map and have
 AU0116.an estimated accuracy of +/- 6 seconds.
 AU0116
 AU0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0116.The vertical order pertains to the NGVD 29 superseded value.
 AU0116
 AU0116.The geoid height was determined by GEOID03.
 AU0116
 AU0116;                    North         East    Units  Estimated Accuracy
 AU0116;SPC LA S     -   159,710.    1,007,560.      MT  (+/- 180 meters Scaled)
 AU0116
 AU0116                          SUPERSEDED SURVEY CONTROL
 AU0116
 AU0116  NGVD 29 (??/??/??)    1.919  (m)            6.30   (f) ADJUSTED    1 2
 AU0116
 AU0116.Superseded values are not recommended for survey control.
 AU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0116.See file dsdata.txt to determine how the superseded data were derived.
 AU0116
 AU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP684135(NAD 83)
 AU0116_MARKER: DB = BENCH MARK DISK
 AU0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0116_STAMPING: B 210 1964
 AU0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0116+STABILITY: SURFACE MOTION
 AU0116
 AU0116  HISTORY     - Date     Condition        Report By
 AU0116  HISTORY     - 1964     MONUMENTED       CGS
 AU0116  HISTORY     - 1965     GOOD             CGS
 AU0116  HISTORY     - 1969     MARK NOT FOUND   USGS
 AU0116  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU0116  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AU0116
 AU0116                          STATION DESCRIPTION
 AU0116
 AU0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0116'3.4 MI NW FROM BELLE RIVER.
 AU0116'ABOUT 3.4 MILES NORTHWEST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 AU0116'SOUTH END OF THE DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, 300 FEET
 AU0116'EAST OF THE CENTER LINE OF THE LEVEE, 58 FEET EAST OF THE CENTER LINE
 AU0116'OF THE ROAD, 5 FEET SOUTH OF THE CENTER LINE OF AN OLD TRAIL ROAD
 AU0116'LEADING TO RIVER BANK, 2.0 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT
 AU0116'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AU0116'POST PROJECTING 6 INCHES.
 AU0116
 AU0116                          STATION RECOVERY (1969)
 AU0116
 AU0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AU0116'MARK NOT FOUND.
 AU0116
 AU0116                          STATION RECOVERY (1976)
 AU0116
 AU0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0116'MARK NOT FOUND.
 AU0116
 AU0116                          STATION RECOVERY (2001)
 AU0116
 AU0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AU0116'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0519 ***********************************************************************
 BJ0519  DESIGNATION -  B 216
 BJ0519  PID         -  BJ0519
 BJ0519  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0519  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0519
 BJ0519                         *CURRENT SURVEY CONTROL
 BJ0519  ___________________________________________________________________
 BJ0519* NAD 83(1986)-  30 29 38.     (N)    091 11 07.     (W)     SCALED    
 BJ0519* NAVD 88     -        18.910  (meters)      62.04   (feet)  ADJUSTED  
 BJ0519  ___________________________________________________________________
 BJ0519  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0519  DYNAMIC HT  -          18.886 (meters)      61.96  (feet)  COMP
 BJ0519  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ0519
 BJ0519  VERT ORDER  -  FIRST     CLASS I
 BJ0519
 BJ0519.The horizontal coordinates were scaled from a topographic map and have
 BJ0519.an estimated accuracy of +/- 6 seconds.
 BJ0519
 BJ0519.The orthometric height was determined by differential leveling
 BJ0519.and adjusted by the National Geodetic Survey in February 1994..
 BJ0519
 BJ0519.The geoid height was determined by GEOID03.
 BJ0519
 BJ0519.The dynamic height is computed by dividing the NAVD 88
 BJ0519.geopotential number by the normal gravity value computed on the
 BJ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0519.degrees latitude (g = 980.6199 gals.).
 BJ0519
 BJ0519.The modeled gravity was interpolated from observed gravity values.
 BJ0519
 BJ0519;                    North         East    Units  Estimated Accuracy
 BJ0519;SPC LA S     -   221,020.    1,014,210.      MT  (+/- 180 meters Scaled)
 BJ0519
 BJ0519                          SUPERSEDED SURVEY CONTROL
 BJ0519
 BJ0519  NGVD 29 (??/??/??)   18.897  (m)           62.00   (f) ADJUSTED    1 1
 BJ0519
 BJ0519.Superseded values are not recommended for survey control.
 BJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0519.See file dsdata.txt to determine how the superseded data were derived.
 BJ0519
 BJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP741749(NAD 83)
 BJ0519_MARKER: DB = BENCH MARK DISK
 BJ0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0519_SP_SET: FOUNDATION
 BJ0519_STAMPING: B 216 1965
 BJ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0519
 BJ0519  HISTORY     - Date     Condition        Report By
 BJ0519  HISTORY     - 1965     MONUMENTED       CGS
 BJ0519  HISTORY     - 1976     GOOD             NGS
 BJ0519
 BJ0519                          STATION DESCRIPTION
 BJ0519
 BJ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0519'0.45 MI N FROM NORTH BATON ROUGE.
 BJ0519'ABOUT 0.45 MILE NORTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0519'FROM THE STATION AT NORTH BATON ROUGE, IN S 43, T 6 S, R 1 W, 8 RAILS
 BJ0519'NORTH OF MILEPOST 363, 78 FEET EAST OF THE EAST RAIL OF THE MAIN
 BJ0519'TRACK, 21 FEET NORTH OF THE CENTER LINE OF A PRIVATE PAVED ROAD
 BJ0519'LEADING TO THE ALLIED CHEMICAL AND SOLVAY CHEMICAL COMPANIES, SET IN
 BJ0519'THE TOP OF THE WEST END OF THE CONCRETE FOUNDATION SUPPORTING 3 LARGE
 BJ0519'OVERHEAD PIPELINES, 1 FOOT WEST OF THE WEST LEG SUPPORTING THE
 BJ0519'PIPELINES, AND ABOUT LEVEL WITH THE PAVED ROAD.  NOTE-- THIS MARK IS
 BJ0519'ABOUT 0.8 MILE SOUTH OF BENCH MARK N 76 1935 WHICH IS DESCRIBED FROM
 BJ0519'SCOTLANDVILLE.
 BJ0519
 BJ0519                          STATION RECOVERY (1976)
 BJ0519
 BJ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0519'3.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD TRACK FROM
 BJ0519'THE WEST END OF FLORIDA BOULEVARD AT BATON ROUGE, OR 2.8 MILES
 BJ0519'SOUTH FROM SCOTLANDVILLE SENIOR HIGH SCHOOL, AT THE CROSSING OF
 BJ0519'GULF STATES UTILITIES ROAD, 77.8 FT EAST OF THE EAST RAIL OF THE MAIN
 BJ0519'TRACK, 21 FT NORTH OF THE  CENTER LINE OF THE ROAD SET IN
 BJ0519'THE TOP WEST END OF A CONCRETE FOUNDATION SUPPORTING THREE OVERHEAD
 BJ0519'PIPELINES, 1.0 FT WEST OF WEST T BEAM SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0779 ***********************************************************************
 BJ0779  DESIGNATION -  B 217
 BJ0779  PID         -  BJ0779
 BJ0779  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0779  USGS QUAD   -  LOBDELL (1992)
 BJ0779
 BJ0779                         *CURRENT SURVEY CONTROL
 BJ0779  ___________________________________________________________________
 BJ0779* NAD 83(1986)-  30 27 35.     (N)    091 17 36.     (W)     SCALED    
 BJ0779* NAVD 88     -         4.516  (meters)      14.82   (feet)  ADJUSTED  
 BJ0779  ___________________________________________________________________
 BJ0779  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0779  DYNAMIC HT  -           4.511 (meters)      14.80  (feet)  COMP
 BJ0779  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 BJ0779
 BJ0779  VERT ORDER  -  FIRST     CLASS I
 BJ0779
 BJ0779.The horizontal coordinates were scaled from a topographic map and have
 BJ0779.an estimated accuracy of +/- 6 seconds.
 BJ0779
 BJ0779.The orthometric height was determined by differential leveling
 BJ0779.and adjusted by the National Geodetic Survey in February 1994..
 BJ0779
 BJ0779.The geoid height was determined by GEOID03.
 BJ0779
 BJ0779.The dynamic height is computed by dividing the NAVD 88
 BJ0779.geopotential number by the normal gravity value computed on the
 BJ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0779.degrees latitude (g = 980.6199 gals.).
 BJ0779
 BJ0779.The modeled gravity was interpolated from observed gravity values.
 BJ0779
 BJ0779;                    North         East    Units  Estimated Accuracy
 BJ0779;SPC LA S     -   217,230.    1,003,840.      MT  (+/- 180 meters Scaled)
 BJ0779
 BJ0779                          SUPERSEDED SURVEY CONTROL
 BJ0779
 BJ0779  NGVD 29 (??/??/??)    4.511  (m)           14.80   (f) ADJUSTED    1 1
 BJ0779
 BJ0779.Superseded values are not recommended for survey control.
 BJ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0779.See file dsdata.txt to determine how the superseded data were derived.
 BJ0779
 BJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP638709(NAD 83)
 BJ0779_MARKER: DB = BENCH MARK DISK
 BJ0779_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0779_SP_SET: 112 FT.
 BJ0779_STAMPING: B 217 1965
 BJ0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0779
 BJ0779  HISTORY     - Date     Condition        Report By
 BJ0779  HISTORY     - 1965     MONUMENTED       CGS
 BJ0779  HISTORY     - 1976     GOOD             NGS
 BJ0779
 BJ0779                          STATION DESCRIPTION
 BJ0779
 BJ0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0779'5.85 MI NW FROM PORT ALLEN.
 BJ0779'ABOUT 3.95 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE
 BJ0779'AT PORT ALLEN, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.4
 BJ0779'MILE WEST ALONG A PRIVATE ROAD AND A FENCE TO AN OLD ABANDONED
 BJ0779'RAILROAD GRADE, THENCE 0.5 MILE WEST ALONG THE OLD RAILROAD GRADE, IN
 BJ0779'SECTION 13, T 7 S, R 11 E, 47 FEET EAST OF THE NORTHEAST CORNER OF A
 BJ0779'SMALL WOODEN BRIDGE 16 FEET NORTH OF THE CENTER LINE OF THE OLD
 BJ0779'RAILROAD GRADE, 4.0 FEET NORTHEAST OF A 12-INCH TREE BEARING A WITNESS
 BJ0779'SHIELD, 3 1/2 FEET SOUTH OF A FENCE, ABOUT 1 1/2 FEET BELOW THE LEVEL
 BJ0779'OF THE OLD RAILROAD GRADE, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 BJ0779'ROD THAT IS DRIVEN TO A DEPTH OF 112 FEET AND IS ENCASED IN A 5-INCH
 BJ0779'CAST IRON PIPE WHICH PROJECTS 1.0 FOOT.
 BJ0779
 BJ0779                          STATION RECOVERY (1976)
 BJ0779
 BJ0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0779'3.9 MILES WEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE, THENCE
 BJ0779'1.0 MILE WEST ALONG AN ASPHALT ROAD, THENCE 0.4 MILE WEST ALONG A
 BJ0779'PRIVATE ROAD AND A FENCE TO AN OLD ABONDONED RAILROAD GRADE, 47 FEET
 BJ0779'EAST OF THE NORTHEAST CORNER OF A SMALL WOODEN BRIDGE, 16 FEET NORTH
 BJ0779'OF THE CENTER LINE OF THE GRADE, 4 FEET NORTHEAST OF A 12 INCH TREE
 BJ0779'BEARING A WITNESS SHIELD, 3.5 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2274 ***********************************************************************
 BJ2274  DESIGNATION -  B 218
 BJ2274  PID         -  BJ2274
 BJ2274  STATE/COUNTY-  LA/ST MARTIN
 BJ2274  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2274
 BJ2274                         *CURRENT SURVEY CONTROL
 BJ2274  ___________________________________________________________________
 BJ2274* NAD 83(1986)-  30 21 24.     (N)    091 40 41.     (W)     SCALED    
 BJ2274* NAVD 88     -         6.59   (+/-2cm)      21.6    (feet)  VERTCON   
 BJ2274  ___________________________________________________________________
 BJ2274  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2274
 BJ2274  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2274
 BJ2274.The horizontal coordinates were scaled from a topographic map and have
 BJ2274.an estimated accuracy of +/- 6 seconds.
 BJ2274
 BJ2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2274.The vertical order pertains to the NGVD 29 superseded value.
 BJ2274
 BJ2274.The geoid height was determined by GEOID03.
 BJ2274
 BJ2274;                    North         East    Units  Estimated Accuracy
 BJ2274;SPC LA S     -   205,850.      966,860.      MT  (+/- 180 meters Scaled)
 BJ2274
 BJ2274                          SUPERSEDED SURVEY CONTROL
 BJ2274
 BJ2274  NGVD 29 (??/??/??)    6.594  (m)           21.63   (f) ADJUSTED    1 2
 BJ2274
 BJ2274.Superseded values are not recommended for survey control.
 BJ2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2274.See file dsdata.txt to determine how the superseded data were derived.
 BJ2274
 BJ2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP270590(NAD 83)
 BJ2274_MARKER: DB = BENCH MARK DISK
 BJ2274_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2274_SP_SET: 80 FEET
 BJ2274_STAMPING: B 218 1965
 BJ2274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2274
 BJ2274  HISTORY     - Date     Condition        Report By
 BJ2274  HISTORY     - 1965     MONUMENTED       CGS
 BJ2274
 BJ2274                          STATION DESCRIPTION
 BJ2274
 BJ2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2274'8.9 MI NE FROM BUTTE LA ROSE.
 BJ2274'ABOUT 6.1 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT
 BJ2274'LANDING AT BUTTE LA ROSE, THENCE 2.8 MILES EAST ALONG A DOUBLE ROW OF
 BJ2274'POWER LINE POLES, IN FRACTIONAL SECTION 73, T 8 S, R 8 E, ON AN ISLAND
 BJ2274'BETWEEN THE ATCHAFALAYA RIVER AND THE WHISKEY BAY PILOT CHANNEL, 2.0
 BJ2274'FEET WEST OF THE MORE NORTHERLY OF TWO POLES NUMBERED 257-226, A DISK
 BJ2274'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 BJ2274'OF 80 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 7
 BJ2274'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0880 ***********************************************************************
 BJ0880  DESIGNATION -  B 22
 BJ0880  PID         -  BJ0880
 BJ0880  STATE/COUNTY-  LA/LIVINGSTON
 BJ0880  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0880
 BJ0880                         *CURRENT SURVEY CONTROL
 BJ0880  ___________________________________________________________________
 BJ0880* NAD 83(1986)-  30 29 07.     (N)    090 57 24.     (W)     SCALED    
 BJ0880* NAVD 88     -        15.333  (meters)      50.30   (feet)  ADJUSTED  
 BJ0880  ___________________________________________________________________
 BJ0880  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0880  DYNAMIC HT  -          15.313 (meters)      50.24  (feet)  COMP
 BJ0880  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ0880
 BJ0880  VERT ORDER  -  FIRST     CLASS I
 BJ0880
 BJ0880.The horizontal coordinates were scaled from a topographic map and have
 BJ0880.an estimated accuracy of +/- 6 seconds.
 BJ0880
 BJ0880.The orthometric height was determined by differential leveling
 BJ0880.and adjusted by the National Geodetic Survey in February 1994..
 BJ0880
 BJ0880.The geoid height was determined by GEOID03.
 BJ0880
 BJ0880.The dynamic height is computed by dividing the NAVD 88
 BJ0880.geopotential number by the normal gravity value computed on the
 BJ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0880.degrees latitude (g = 980.6199 gals.).
 BJ0880
 BJ0880.The modeled gravity was interpolated from observed gravity values.
 BJ0880
 BJ0880;                    North         East    Units  Estimated Accuracy
 BJ0880;SPC LA S     -   220,120.    1,036,160.      MT  (+/- 180 meters Scaled)
 BJ0880
 BJ0880                          SUPERSEDED SURVEY CONTROL
 BJ0880
 BJ0880  NAVD 88 (06/15/91)   15.386  (m)           50.48   (f) UNKNOWN     1 1
 BJ0880  NGVD 29 (??/??/??)   15.357  (m)           50.38   (f) ADJUSTED    1 1
 BJ0880
 BJ0880.Superseded values are not recommended for survey control.
 BJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0880.See file dsdata.txt to determine how the superseded data were derived.
 BJ0880
 BJ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP961743(NAD 83)
 BJ0880_MARKER: DB = BENCH MARK DISK
 BJ0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0880_SP_SET: STEP
 BJ0880_STAMPING: B 22 1934 50.912
 BJ0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0880
 BJ0880  HISTORY     - Date     Condition        Report By
 BJ0880  HISTORY     - 1934     MONUMENTED       CGS
 BJ0880  HISTORY     - 1955     GOOD             CGS
 BJ0880  HISTORY     - 1976     GOOD             NGS
 BJ0880
 BJ0880                          STATION DESCRIPTION
 BJ0880
 BJ0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0880'IN DENHAM SPRINGS.
 BJ0880'LOCATED 1 BLOCK NORTH OF THE ILLINOIS CENTRAL RAILROAD STATION IN
 BJ0880'DENHAM SPRINGS ON THE WEST SIDE OF THE STREET AT THE NORTHWEST ANGLE
 BJ0880'OF THE INTERSECTION OF RANGE AND MATTIE STREETS.  IT IS SET IN A DRILL
 BJ0880'HOLE IN THE SOUTH END OF THE FIRST CONCRETE STEP AT THE FRONT ENTRANCE
 BJ0880'OF THE LIVINGSTON BANK BUILDING, ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 BJ0880'SIDEWALK.
 BJ0880
 BJ0880                          STATION RECOVERY (1976)
 BJ0880
 BJ0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0880'AT DENHAM SPRINGS, AT THE NORTHWEST CORNER OF THE JUNCTION OF MATTIE
 BJ0880'STREET AND NORTH RANGE AVENUE, 9.8 FT WEST OF THE WEST CURB OF THE
 BJ0880'AVENUE, 13.0 FT NORTH OF THE NORTH CURB OF THE STREET, IN TOP OF THE
 BJ0880'SOUTH END OF THE TOP CONCRETE STEP OF THE EAST ENTRANCE TO THE BRICK
 BJ0880'BUILDING AT 201 NORTH RANGE AVENUE, 6.5 FT NORTH OF THE SOUTHEAST
 BJ0880'CORNER OF THE BUILDING, ACCESS TO THE DISK IS HAD THROUGH A 5-INCH
 BJ0880'HOLE IN THE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2086 ***********************************************************************
 CQ2086  DESIGNATION -  B 22 1 BOLT
 CQ2086  PID         -  CQ2086
 CQ2086  STATE/COUNTY-  LA/BOSSIER
 CQ2086  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2086
 CQ2086                         *CURRENT SURVEY CONTROL
 CQ2086  ___________________________________________________________________
 CQ2086* NAD 83(1986)-  32 30 13.     (N)    093 41 44.     (W)     SCALED    
 CQ2086* NAVD 88     -        50.57   (+/-2cm)     165.9    (feet)  VERTCON   
 CQ2086  ___________________________________________________________________
 CQ2086  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2086
 CQ2086  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2086
 CQ2086.The horizontal coordinates were scaled from a topographic map and have
 CQ2086.an estimated accuracy of +/- 6 seconds.
 CQ2086
 CQ2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2086.The vertical order pertains to the NGVD 29 superseded value.
 CQ2086
 CQ2086.The geoid height was determined by GEOID03.
 CQ2086
 CQ2086;                    North         East    Units  Estimated Accuracy
 CQ2086;SPC LA N     -   222,780.      887,660.      MT  (+/- 180 meters Scaled)
 CQ2086
 CQ2086                          SUPERSEDED SURVEY CONTROL
 CQ2086
 CQ2086  NGVD 29 (??/??/??)   50.643  (m)          166.15   (f) ADJUSTED    1 1
 CQ2086
 CQ2086.Superseded values are not recommended for survey control.
 CQ2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2086.See file dsdata.txt to determine how the superseded data were derived.
 CQ2086
 CQ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR346964(NAD 83)
 CQ2086_MARKER: B = BOLT
 CQ2086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2086
 CQ2086  HISTORY     - Date     Condition        Report By
 CQ2086  HISTORY     - UNK      MONUMENTED       DOD
 CQ2086  HISTORY     - 1969     GOOD             CGS
 CQ2086  HISTORY     - 1976     POOR             USE
 CQ2086  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ2086  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ2086
 CQ2086                          STATION DESCRIPTION
 CQ2086
 CQ2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2086'1.15 MI NW FROM BARKSDALE AIR FORCE BASE.
 CQ2086'ABOUT 0.7 MILE SOUTHWEST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ2086'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, THENCE 0.45 MILE
 CQ2086'NORTHWEST ALONG U.S. HIGHWAY 71, 38 YARDS NORTHEAST OF THE CENTER LINE
 CQ2086'OF THE HIGHWAY, 107 1/2 FEET EAST OF THE CENTER OF THE CROSSING OF THE
 CQ2086'KANSAS CITY SOUTHERN RAILWAY AND FULLILOVE DRIVE, 39 FEET NORTHEAST OF
 CQ2086'THE NORTHEAST RAIL, 52 1/2 FEET NORTHWEST OF A 24-INCH SYCAMORE TREE,
 CQ2086'50 1/2 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 31 FEET NORTHWEST
 CQ2086'OF TELEPHONE POLE NUMBER 11147, A COPPER BOLT IN THE TOP OF A STONE
 CQ2086'ABOUT 3   T 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS
 CQ2086'HAD THROUGH A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND
 CQ2086'WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 34, T
 CQ2086'18N, R 13W.
 CQ2086
 CQ2086                          STATION RECOVERY (1976)
 CQ2086
 CQ2086'RECOVERY NOTE BY US ENGINEERS 1976
 CQ2086'MARK RECOVERED IN POOR CONDITION.
 CQ2086
 CQ2086                          STATION RECOVERY (2002)
 CQ2086
 CQ2086'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2086'MARK NOT FOUND.
 CQ2086
 CQ2086                          STATION RECOVERY (2003)
 CQ2086
 CQ2086'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2085 ***********************************************************************
 CQ2085  DESIGNATION -  B 22 1 CAP
 CQ2085  PID         -  CQ2085
 CQ2085  STATE/COUNTY-  LA/BOSSIER
 CQ2085  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2085
 CQ2085                         *CURRENT SURVEY CONTROL
 CQ2085  ___________________________________________________________________
 CQ2085* NAD 83(1986)-  32 30 13.     (N)    093 41 44.     (W)     SCALED    
 CQ2085* NAVD 88     -        51.88   (+/-2cm)     170.2    (feet)  VERTCON   
 CQ2085  ___________________________________________________________________
 CQ2085  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2085
 CQ2085  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2085
 CQ2085.The horizontal coordinates were scaled from a topographic map and have
 CQ2085.an estimated accuracy of +/- 6 seconds.
 CQ2085
 CQ2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2085.The vertical order pertains to the NGVD 29 superseded value.
 CQ2085
 CQ2085.The geoid height was determined by GEOID03.
 CQ2085
 CQ2085;                    North         East    Units  Estimated Accuracy
 CQ2085;SPC LA N     -   222,780.      887,660.      MT  (+/- 180 meters Scaled)
 CQ2085
 CQ2085                          SUPERSEDED SURVEY CONTROL
 CQ2085
 CQ2085  NGVD 29 (??/??/??)   51.946  (m)          170.43   (f) ADJUSTED    1 1
 CQ2085
 CQ2085.Superseded values are not recommended for survey control.
 CQ2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2085.See file dsdata.txt to determine how the superseded data were derived.
 CQ2085
 CQ2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR346964(NAD 83)
 CQ2085_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ2085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2085_STAMPING: B 22 1 B 22 1
 CQ2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2085
 CQ2085  HISTORY     - Date     Condition        Report By
 CQ2085  HISTORY     - UNK      MONUMENTED       DOD
 CQ2085  HISTORY     - 1969     GOOD             CGS
 CQ2085  HISTORY     - 1976     POOR             USE
 CQ2085  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ2085  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ2085
 CQ2085                          STATION DESCRIPTION
 CQ2085
 CQ2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2085'1.15 MI NW FROM BARKSDALE AIR FORCE BASE.
 CQ2085'ABOUT 0.7 MILE SOUTHWEST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ2085'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, THENCE 0.45 MILE
 CQ2085'NORTHWEST ALONG U.S. HIGHWAY 71, 38 YARDS NORTHEAST OF THE CENTER LINE
 CQ2085'OF THE HIGHWAY, 107 1/2 FEET EAST OF THE CENTER OF THE CROSSING OF THE
 CQ2085'KANSAS CITY SOUTHERN RAILWAY AND FULLILOVE DRIVE, 39 FEET NORTHEAST OF
 CQ2085'THE NORTHEAST RAIL, 52 1/2 FEET NORTHWEST OF A 24-INCH SYCAMORE TREE,
 CQ2085'50 1/2 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 31 FEET NORTHWEST
 CQ2085'OF TELEPHONE POLE NUMBER 11147, ABOUT 4 1/2 FEET BELOW THE LEVEL OF
 CQ2085'THE TRACK, A U.S. ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH
 CQ2085'PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 34, T 18N, R
 CQ2085'13W.
 CQ2085
 CQ2085                          STATION RECOVERY (1976)
 CQ2085
 CQ2085'RECOVERY NOTE BY US ENGINEERS 1976
 CQ2085'MARK RECOVERED IN POOR CONDITION.
 CQ2085
 CQ2085                          STATION RECOVERY (2002)
 CQ2085
 CQ2085'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2085'MARK NOT FOUND.
 CQ2085
 CQ2085                          STATION RECOVERY (2003)
 CQ2085
 CQ2085'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2078 ***********************************************************************
 CQ2078  DESIGNATION -  B 22 2 BOLT
 CQ2078  PID         -  CQ2078
 CQ2078  STATE/COUNTY-  LA/BOSSIER
 CQ2078  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2078
 CQ2078                         *CURRENT SURVEY CONTROL
 CQ2078  ___________________________________________________________________
 CQ2078* NAD 83(1986)-  32 31 24.     (N)    093 43 00.     (W)     SCALED    
 CQ2078* NAVD 88     -        50.390  (meters)     165.32   (feet)  ADJUSTED  
 CQ2078  ___________________________________________________________________
 CQ2078  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2078  DYNAMIC HT  -          50.333 (meters)     165.13  (feet)  COMP
 CQ2078  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 CQ2078
 CQ2078  VERT ORDER  -  FIRST     CLASS II
 CQ2078
 CQ2078.The horizontal coordinates were scaled from a topographic map and have
 CQ2078.an estimated accuracy of +/- 6 seconds.
 CQ2078
 CQ2078.The orthometric height was determined by differential leveling
 CQ2078.and adjusted by the National Geodetic Survey in June 1991..
 CQ2078
 CQ2078.The geoid height was determined by GEOID03.
 CQ2078
 CQ2078.The dynamic height is computed by dividing the NAVD 88
 CQ2078.geopotential number by the normal gravity value computed on the
 CQ2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2078.degrees latitude (g = 980.6199 gals.).
 CQ2078
 CQ2078.The modeled gravity was interpolated from observed gravity values.
 CQ2078
 CQ2078;                    North         East    Units  Estimated Accuracy
 CQ2078;SPC LA N     -   224,980.      885,700.      MT  (+/- 180 meters Scaled)
 CQ2078
 CQ2078                          SUPERSEDED SURVEY CONTROL
 CQ2078
 CQ2078  NGVD 29 (??/??/??)   50.466  (m)          165.57   (f) ADJUSTED    1 2
 CQ2078
 CQ2078.Superseded values are not recommended for survey control.
 CQ2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2078.See file dsdata.txt to determine how the superseded data were derived.
 CQ2078
 CQ2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR326986(NAD 83)
 CQ2078_MARKER: B = BOLT
 CQ2078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2078
 CQ2078  HISTORY     - Date     Condition        Report By
 CQ2078  HISTORY     - UNK      MONUMENTED       DOD
 CQ2078  HISTORY     - 1938     GOOD             CGS
 CQ2078  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2078
 CQ2078                          STATION DESCRIPTION
 CQ2078
 CQ2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2078'IN BOSSIER CITY.
 CQ2078'AT THE NORTHEAST EDGE OF BOSSIER CITY, BOSSIER PARISH, BETWEEN STATE
 CQ2078'HIGHWAY 10 AND THE JUNCTION OF THE LOUISIANA AND ARKANSAS RAILWAY AND
 CQ2078'THE YAZOO AND MISSISSIPPI VALLEY RAILROAD, 78 FEET WEST OF THE
 CQ2078'CENTERLINE OF THE HIGHWAY, 35 FEET NORTH OF THE Y. AND M.V.R.R. TRACK,
 CQ2078'AND 15 FEET SOUTHWEST OF THE METER STATION OF THE HIGH-PRESSURE GAS
 CQ2078'LINE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 CQ2078'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ2078'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ2078
 CQ2078                          STATION RECOVERY (1969)
 CQ2078
 CQ2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ2078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2077 ***********************************************************************
 CQ2077  DESIGNATION -  B 22 2 CAP
 CQ2077  PID         -  CQ2077
 CQ2077  STATE/COUNTY-  LA/BOSSIER
 CQ2077  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2077
 CQ2077                         *CURRENT SURVEY CONTROL
 CQ2077  ___________________________________________________________________
 CQ2077* NAD 83(1986)-  32 31 24.     (N)    093 43 00.     (W)     SCALED    
 CQ2077* NAVD 88     -        51.739  (meters)     169.75   (feet)  ADJUSTED  
 CQ2077  ___________________________________________________________________
 CQ2077  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2077  DYNAMIC HT  -          51.680 (meters)     169.55  (feet)  COMP
 CQ2077  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 CQ2077
 CQ2077  VERT ORDER  -  FIRST     CLASS II
 CQ2077
 CQ2077.The horizontal coordinates were scaled from a topographic map and have
 CQ2077.an estimated accuracy of +/- 6 seconds.
 CQ2077
 CQ2077.The orthometric height was determined by differential leveling
 CQ2077.and adjusted by the National Geodetic Survey in June 1991..
 CQ2077
 CQ2077.The geoid height was determined by GEOID03.
 CQ2077
 CQ2077.The dynamic height is computed by dividing the NAVD 88
 CQ2077.geopotential number by the normal gravity value computed on the
 CQ2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2077.degrees latitude (g = 980.6199 gals.).
 CQ2077
 CQ2077.The modeled gravity was interpolated from observed gravity values.
 CQ2077
 CQ2077;                    North         East    Units  Estimated Accuracy
 CQ2077;SPC LA N     -   224,980.      885,700.      MT  (+/- 180 meters Scaled)
 CQ2077
 CQ2077                          SUPERSEDED SURVEY CONTROL
 CQ2077
 CQ2077  NGVD 29 (??/??/??)   51.814  (m)          169.99   (f) ADJUSTED    1 2
 CQ2077
 CQ2077.Superseded values are not recommended for survey control.
 CQ2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2077.See file dsdata.txt to determine how the superseded data were derived.
 CQ2077
 CQ2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR326986(NAD 83)
 CQ2077_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ2077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2077_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2077
 CQ2077  HISTORY     - Date     Condition        Report By
 CQ2077  HISTORY     - UNK      MONUMENTED       DOD
 CQ2077  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2077
 CQ2077                          STATION DESCRIPTION
 CQ2077
 CQ2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2077'IN BOSSIER CITY.
 CQ2077'AT THE NORTHEAST EDGE OF BOSSIER CITY, BOSSIER PARISH, BETWEEN STATE
 CQ2077'HIGHWAY 10 AND THE JUNCTION OF THE LOUISIANA AND ARKANSAS RR AND THE
 CQ2077'YAZOO AND MISSISSIPPI VALLEY RR, 78 FEET WEST OF THE CENTER LINE OF
 CQ2077'THE HIGHWAY, 35 FEET NORTH OF THE Y AND MVRR TRACK, AND 15 FEET
 CQ2077'SOUTHWEST OF THE METER STATION OF THE HIGH-PRESSURE GAS LINE.  AN IRON
 CQ2077'PIPE BEARING A CORPS OF ENGINEERS, US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1954 ***********************************************************************
 CQ1954  DESIGNATION -  B 22 3 BOLT
 CQ1954  PID         -  CQ1954
 CQ1954  STATE/COUNTY-  LA/BOSSIER
 CQ1954  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1954
 CQ1954                         *CURRENT SURVEY CONTROL
 CQ1954  ___________________________________________________________________
 CQ1954* NAD 83(1986)-  32 33 28.     (N)    093 43 52.     (W)     SCALED    
 CQ1954* NAVD 88     -        51.61   (+/-2cm)     169.3    (feet)  VERTCON   
 CQ1954  ___________________________________________________________________
 CQ1954  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1954
 CQ1954  VERT ORDER  -  ? (See Below)
 CQ1954
 CQ1954.The horizontal coordinates were scaled from a topographic map and have
 CQ1954.an estimated accuracy of +/- 6 seconds.
 CQ1954
 CQ1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1954.The vertical order pertains to the NGVD 29 superseded value.
 CQ1954
 CQ1954.The geoid height was determined by GEOID03.
 CQ1954
 CQ1954;                    North         East    Units  Estimated Accuracy
 CQ1954;SPC LA N     -   228,820.      884,380.      MT  (+/- 180 meters Scaled)
 CQ1954
 CQ1954                          SUPERSEDED SURVEY CONTROL
 CQ1954
 CQ1954  NGVD 29 (??/??/??)   51.681  (m)          169.56   (f) ADJUSTED    ?  
 CQ1954
 CQ1954.Superseded values are not recommended for survey control.
 CQ1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1954.See file dsdata.txt to determine how the superseded data were derived.
 CQ1954
 CQ1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS313025(NAD 83)
 CQ1954_MARKER: B = BOLT
 CQ1954_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1954_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1954
 CQ1954  HISTORY     - Date     Condition        Report By
 CQ1954  HISTORY     - UNK      MONUMENTED       DOD
 CQ1954  HISTORY     - 1938     GOOD             CGS
 CQ1954
 CQ1954                          STATION DESCRIPTION
 CQ1954
 CQ1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1954'IN HONORE.
 CQ1954'ON THE ST. LOUIS SOUTHWESTERN RAILWAY, AT THE NORTHEAST CORNER OF A
 CQ1954'LOADING PLATFORM, 90 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK,
 CQ1954'45 FEET WEST OF THE CENTER LINE OF A ROAD, AND 30 FEET EAST OF THE
 CQ1954'CENTER LINE OF THE SPUR TRACK.  A COPPER BOLT, SET IN THE TOP OF A
 CQ1954'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CQ1954'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1953 ***********************************************************************
 CQ1953  DESIGNATION -  B 22 3 CAP
 CQ1953  PID         -  CQ1953
 CQ1953  STATE/COUNTY-  LA/BOSSIER
 CQ1953  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1953
 CQ1953                         *CURRENT SURVEY CONTROL
 CQ1953  ___________________________________________________________________
 CQ1953* NAD 83(1986)-  32 33 28.     (N)    093 43 52.     (W)     SCALED    
 CQ1953* NAVD 88     -        52.92   (+/-2cm)     173.6    (feet)  VERTCON   
 CQ1953  ___________________________________________________________________
 CQ1953  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1953
 CQ1953  VERT ORDER  -  ? (See Below)
 CQ1953
 CQ1953.The horizontal coordinates were scaled from a topographic map and have
 CQ1953.an estimated accuracy of +/- 6 seconds.
 CQ1953
 CQ1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1953.The vertical order pertains to the NGVD 29 superseded value.
 CQ1953
 CQ1953.The geoid height was determined by GEOID03.
 CQ1953
 CQ1953;                    North         East    Units  Estimated Accuracy
 CQ1953;SPC LA N     -   228,820.      884,380.      MT  (+/- 180 meters Scaled)
 CQ1953
 CQ1953                          SUPERSEDED SURVEY CONTROL
 CQ1953
 CQ1953  NGVD 29 (??/??/??)   52.993  (m)          173.86   (f) ADJUSTED    ?  
 CQ1953
 CQ1953.Superseded values are not recommended for survey control.
 CQ1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1953.See file dsdata.txt to determine how the superseded data were derived.
 CQ1953
 CQ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS313025(NAD 83)
 CQ1953_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1953_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1953_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1953
 CQ1953  HISTORY     - Date     Condition        Report By
 CQ1953  HISTORY     - UNK      MONUMENTED       DOD
 CQ1953  HISTORY     - 1938     GOOD             CGS
 CQ1953
 CQ1953                          STATION DESCRIPTION
 CQ1953
 CQ1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1953'IN HONORE.
 CQ1953'ON THE ST. LOUIS SOUTHWESTERN RAILWAY, AT THE NORTHEAST CORNER OF A
 CQ1953'LOADING PLATFORM, 90 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK,
 CQ1953'45 FEET WEST OF THE CENTER LINE OF A ROAD, AND 30 FEET EAST OF THE
 CQ1953'CENTER LINE OF THE SPUR TRACK.  AN IRON PIPE BEARING A CORPS OF
 CQ1953'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1951 ***********************************************************************
 CQ1951  DESIGNATION -  B 22 4 BOLT
 CQ1951  PID         -  CQ1951
 CQ1951  STATE/COUNTY-  LA/BOSSIER
 CQ1951  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1951
 CQ1951                         *CURRENT SURVEY CONTROL
 CQ1951  ___________________________________________________________________
 CQ1951* NAD 83(1986)-  32 33 33.     (N)    093 43 52.     (W)     SCALED    
 CQ1951* NAVD 88     -        51.61   (+/-2cm)     169.3    (feet)  VERTCON   
 CQ1951  ___________________________________________________________________
 CQ1951  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1951
 CQ1951  VERT ORDER  -  ? (See Below)
 CQ1951
 CQ1951.The horizontal coordinates were scaled from a topographic map and have
 CQ1951.an estimated accuracy of +/- 6 seconds.
 CQ1951
 CQ1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1951.The vertical order pertains to the NGVD 29 superseded value.
 CQ1951
 CQ1951.The geoid height was determined by GEOID03.
 CQ1951
 CQ1951;                    North         East    Units  Estimated Accuracy
 CQ1951;SPC LA N     -   228,970.      884,390.      MT  (+/- 180 meters Scaled)
 CQ1951
 CQ1951                          SUPERSEDED SURVEY CONTROL
 CQ1951
 CQ1951  NGVD 29 (??/??/??)   51.677  (m)          169.54   (f) ADJUSTED    ?  
 CQ1951
 CQ1951.Superseded values are not recommended for survey control.
 CQ1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1951.See file dsdata.txt to determine how the superseded data were derived.
 CQ1951
 CQ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS313026(NAD 83)
 CQ1951_MARKER: B = BOLT
 CQ1951_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1951_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1951
 CQ1951  HISTORY     - Date     Condition        Report By
 CQ1951  HISTORY     - UNK      MONUMENTED       DOD
 CQ1951  HISTORY     - 1938     GOOD             CGS
 CQ1951
 CQ1951                          STATION DESCRIPTION
 CQ1951
 CQ1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1951'IN HONORE.
 CQ1951'130 FEET NORTH OF THE ST. LOUIS SOUTHWESTERN RAILWAY STATION SIGN,
 CQ1951'588.1 FEET NORTH OF PBM B 22-3 (USE), DESCRIBED ABOVE, 60 FEET NORTH A
 CQ1951'SWITCH STAND, AND 15 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 CQ1951'SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND ACCESS TO WHICH IS
 CQ1951'HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1951'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1950 ***********************************************************************
 CQ1950  DESIGNATION -  B 22 4 CAP
 CQ1950  PID         -  CQ1950
 CQ1950  STATE/COUNTY-  LA/BOSSIER
 CQ1950  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1950
 CQ1950                         *CURRENT SURVEY CONTROL
 CQ1950  ___________________________________________________________________
 CQ1950* NAD 83(1986)-  32 33 33.     (N)    093 43 51.     (W)     SCALED    
 CQ1950* NAVD 88     -        52.91   (+/-2cm)     173.6    (feet)  VERTCON   
 CQ1950  ___________________________________________________________________
 CQ1950  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1950
 CQ1950  VERT ORDER  -  ? (See Below)
 CQ1950
 CQ1950.The horizontal coordinates were scaled from a topographic map and have
 CQ1950.an estimated accuracy of +/- 6 seconds.
 CQ1950
 CQ1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1950.The vertical order pertains to the NGVD 29 superseded value.
 CQ1950
 CQ1950.The geoid height was determined by GEOID03.
 CQ1950
 CQ1950;                    North         East    Units  Estimated Accuracy
 CQ1950;SPC LA N     -   228,970.      884,410.      MT  (+/- 180 meters Scaled)
 CQ1950
 CQ1950                          SUPERSEDED SURVEY CONTROL
 CQ1950
 CQ1950  NGVD 29 (??/??/??)   52.980  (m)          173.82   (f) ADJUSTED    ?  
 CQ1950
 CQ1950.Superseded values are not recommended for survey control.
 CQ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1950.See file dsdata.txt to determine how the superseded data were derived.
 CQ1950
 CQ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS313026(NAD 83)
 CQ1950_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1950_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1950_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1950
 CQ1950  HISTORY     - Date     Condition        Report By
 CQ1950  HISTORY     - UNK      MONUMENTED       DOD
 CQ1950  HISTORY     - 1938     GOOD             CGS
 CQ1950
 CQ1950                          STATION DESCRIPTION
 CQ1950
 CQ1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1950'IN HONORE.
 CQ1950'130 FEET NORTH OF THE ST. LOUIS SOUTHWESTERN RAILWAY STATION SIGN,
 CQ1950'588.1 FEET NORTH OF PBM B 22-3 (USE), DESCRIBED ABOVE, 60 FEET NORTH A
 CQ1950'SWITCH STAND, AND 15 FEET WEST OF THE CENTER LINE OF THE TRACK, AN
 CQ1950'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1943 ***********************************************************************
 CQ1943  DESIGNATION -  B 22 5 BOLT
 CQ1943  PID         -  CQ1943
 CQ1943  STATE/COUNTY-  LA/BOSSIER
 CQ1943  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1943
 CQ1943                         *CURRENT SURVEY CONTROL
 CQ1943  ___________________________________________________________________
 CQ1943* NAD 83(1986)-  32 35 51.     (N)    093 43 59.     (W)     SCALED    
 CQ1943* NAVD 88     -        53.314  (meters)     174.91   (feet)  ADJUSTED  
 CQ1943  ___________________________________________________________________
 CQ1943  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1943  DYNAMIC HT  -          53.254 (meters)     174.72  (feet)  COMP
 CQ1943  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 CQ1943
 CQ1943  VERT ORDER  -  FIRST     CLASS II
 CQ1943
 CQ1943.The horizontal coordinates were scaled from a topographic map and have
 CQ1943.an estimated accuracy of +/- 6 seconds.
 CQ1943
 CQ1943.The orthometric height was determined by differential leveling
 CQ1943.and adjusted by the National Geodetic Survey in June 1991..
 CQ1943.WARNING-Repeat measurements at this control monument indicate possible
 CQ1943.vertical movement.
 CQ1943
 CQ1943.The geoid height was determined by GEOID03.
 CQ1943
 CQ1943.The dynamic height is computed by dividing the NAVD 88
 CQ1943.geopotential number by the normal gravity value computed on the
 CQ1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1943.degrees latitude (g = 980.6199 gals.).
 CQ1943
 CQ1943.The modeled gravity was interpolated from observed gravity values.
 CQ1943
 CQ1943;                    North         East    Units  Estimated Accuracy
 CQ1943;SPC LA N     -   233,230.      884,250.      MT  (+/- 180 meters Scaled)
 CQ1943
 CQ1943                          SUPERSEDED SURVEY CONTROL
 CQ1943
 CQ1943  NGVD 29 (??/??/??)   53.396  (m)          175.18   (f) ADJUSTED    1 2
 CQ1943
 CQ1943.Superseded values are not recommended for survey control.
 CQ1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1943.See file dsdata.txt to determine how the superseded data were derived.
 CQ1943
 CQ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS312069(NAD 83)
 CQ1943_MARKER: B = BOLT
 CQ1943_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1943_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1943
 CQ1943  HISTORY     - Date     Condition        Report By
 CQ1943  HISTORY     - UNK      MONUMENTED       DOD
 CQ1943  HISTORY     - 1960     GOOD             CGS
 CQ1943  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1943  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1943
 CQ1943                          STATION DESCRIPTION
 CQ1943
 CQ1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1943'6.4 MI N FROM BOSSIER CITY.
 CQ1943'1 BLOCK SOUTH ALONG WILLIAM STREET FROM POST OFFICE AT BOSSIER CITY,
 CQ1943'LOUISIANA, THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY 71, THENCE 0.1 MILE
 CQ1943'EAST AND 5.9 MILES NORTH ALONG STATE HIGHWAY 3, ABOUT 0.2 MILE SOUTH
 CQ1943'OF ESSO STATION AT VANCEVILLE, 46 FEET EAST OF CENTER LINE OF HIGHWAY
 CQ1943'3, 88 FEET SOUTH OF POWER POLE NO. 122, 253 FEET NORTH OF CENTER OF A
 CQ1943'PRIVATE DRIVEWAY LEADING EAST, 278 FEET NORTHWEST OF NORTHWEST CORNER
 CQ1943'OF A SMALL HOUSE, 8 FEET EAST OF A FENCE, 364 FEET NORTH OF VANCE
 CQ1943'TRIANGULATION STATION, A COPPER BOLT SET IN THE TOP OF A TILE ABOUT 3
 CQ1943'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 CQ1943'A U.S.E. STANDARD CAP, STAMPED B 22 5.
 CQ1943
 CQ1943                          STATION RECOVERY (1969)
 CQ1943
 CQ1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1943'MARK NOT FOUND.
 CQ1943
 CQ1943                          STATION RECOVERY (2002)
 CQ1943
 CQ1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1942 ***********************************************************************
 CQ1942  DESIGNATION -  B 22 5 CAP
 CQ1942  PID         -  CQ1942
 CQ1942  STATE/COUNTY-  LA/BOSSIER
 CQ1942  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1942
 CQ1942                         *CURRENT SURVEY CONTROL
 CQ1942  ___________________________________________________________________
 CQ1942* NAD 83(1986)-  32 35 51.     (N)    093 43 59.     (W)     SCALED    
 CQ1942* NAVD 88     -        54.555  (meters)     178.99   (feet)  ADJUSTED  
 CQ1942  ___________________________________________________________________
 CQ1942  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1942  DYNAMIC HT  -          54.494 (meters)     178.79  (feet)  COMP
 CQ1942  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 CQ1942
 CQ1942  VERT ORDER  -  FIRST     CLASS II
 CQ1942
 CQ1942.The horizontal coordinates were scaled from a topographic map and have
 CQ1942.an estimated accuracy of +/- 6 seconds.
 CQ1942
 CQ1942.The orthometric height was determined by differential leveling
 CQ1942.and adjusted by the National Geodetic Survey in June 1991..
 CQ1942
 CQ1942.The geoid height was determined by GEOID03.
 CQ1942
 CQ1942.The dynamic height is computed by dividing the NAVD 88
 CQ1942.geopotential number by the normal gravity value computed on the
 CQ1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1942.degrees latitude (g = 980.6199 gals.).
 CQ1942
 CQ1942.The modeled gravity was interpolated from observed gravity values.
 CQ1942
 CQ1942;                    North         East    Units  Estimated Accuracy
 CQ1942;SPC LA N     -   233,230.      884,250.      MT  (+/- 180 meters Scaled)
 CQ1942
 CQ1942                          SUPERSEDED SURVEY CONTROL
 CQ1942
 CQ1942  NGVD 29 (??/??/??)   54.635  (m)          179.25   (f) ADJUSTED    1 2
 CQ1942
 CQ1942.Superseded values are not recommended for survey control.
 CQ1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1942.See file dsdata.txt to determine how the superseded data were derived.
 CQ1942
 CQ1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS312069(NAD 83)
 CQ1942_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1942_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1942_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1942_STAMPING: B 22 5
 CQ1942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1942
 CQ1942  HISTORY     - Date     Condition        Report By
 CQ1942  HISTORY     - UNK      MONUMENTED       DOD
 CQ1942  HISTORY     - 1960     GOOD             CGS
 CQ1942  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1942  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ1942  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ1942
 CQ1942                          STATION DESCRIPTION
 CQ1942
 CQ1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1942'6.4 MI N FROM BOSSIER CITY.
 CQ1942'1 BLOCK SOUTH ALONG WILLIAM STREET FROM THE POST OFFICE AT BOSSIER
 CQ1942'CITY, THENCE 0.4 MILE EAST ALONG U. S. HIGHWAY 71, THENCE 0.1 MILE
 CQ1942'EAST AND 5.9 MILES NORTH ALONG STATE HIGHWAY 3, ABOUT 0.2 MILE SOUTH
 CQ1942'ALONG THE HIGHWAY FROM VANCEVILLE, 46 FEET EAST OF THE CENTER LINE OF
 CQ1942'THE HIGHWAY, 88 FEET SOUTH OF POWER POLE NO. 122, 253 FEET NORTH OF
 CQ1942'THE CENTER LINE OF A PRIVATE DRIVE LEADING EAST, 278 FEET NORTHWEST OF
 CQ1942'THE NORTHWEST CORNER OF A HOUSE, 8 FEET EAST OF A FENCE, 364 FEET
 CQ1942'NORTH OF TRIANGULATION STATION VANCE, 8.4 FEET EAST OF A METAL WITNESS
 CQ1942'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND ON THE TOP OF AN
 CQ1942'IRON PIPE PROJECTING 7 INCHES.
 CQ1942
 CQ1942                          STATION RECOVERY (1969)
 CQ1942
 CQ1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1942'MARK NOT FOUND.
 CQ1942
 CQ1942                          STATION RECOVERY (2002)
 CQ1942
 CQ1942'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ1942'MARK NOT FOUND.
 CQ1942
 CQ1942                          STATION RECOVERY (2003)
 CQ1942
 CQ1942'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ1942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0713 ***********************************************************************
 BJ0713  DESIGNATION -  B 22 RESET 1979
 BJ0713  PID         -  BJ0713
 BJ0713  STATE/COUNTY-  LA/LIVINGSTON
 BJ0713  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0713
 BJ0713                         *CURRENT SURVEY CONTROL
 BJ0713  ___________________________________________________________________
 BJ0713* NAD 83(1986)-  30 29 07.     (N)    090 57 24.     (W)     SCALED    
 BJ0713* NAVD 88     -        16.20   (+/-2cm)      53.1    (feet)  VERTCON   
 BJ0713  ___________________________________________________________________
 BJ0713  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0713
 BJ0713  VERT ORDER  -  THIRD (See Below)
 BJ0713
 BJ0713.The horizontal coordinates were scaled from a topographic map and have
 BJ0713.an estimated accuracy of +/- 6 seconds.
 BJ0713
 BJ0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0713.The vertical order pertains to the NGVD 29 superseded value.
 BJ0713
 BJ0713.The geoid height was determined by GEOID03.
 BJ0713
 BJ0713;                    North         East    Units  Estimated Accuracy
 BJ0713;SPC LA S     -   220,120.    1,036,160.      MT  (+/- 180 meters Scaled)
 BJ0713
 BJ0713                          SUPERSEDED SURVEY CONTROL
 BJ0713
 BJ0713  NGVD 29 (??/??/??)   16.22   (m)           53.2    (f) RESET       3  
 BJ0713
 BJ0713.Superseded values are not recommended for survey control.
 BJ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0713.See file dsdata.txt to determine how the superseded data were derived.
 BJ0713
 BJ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP961743(NAD 83)
 BJ0713_MARKER: DB = BENCH MARK DISK
 BJ0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0713_SP_SET: CONCRETE LEDGE
 BJ0713_STAMPING: B 22 RESET 1979
 BJ0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0713
 BJ0713  HISTORY     - Date     Condition        Report By
 BJ0713  HISTORY     - 1979     MONUMENTED       NGS
 BJ0713
 BJ0713                          STATION DESCRIPTION
 BJ0713
 BJ0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BJ0713'IN DENHAM SPRINGS.
 BJ0713'AT THE SOUTH ENTRANCE OF THE POLICE STATION IN DENHAM SPRINGS AND
 BJ0713'ONE BLOCK NORTH OF THE ILLINIOS CENTRAL RAILROAD, 6.9 METERS (22.8 FT)
 BJ0713'NORTH OF THE CENTER OF MATTIE STREET, 4.6 METERS (15.0 FT) SOUTHEAST
 BJ0713'OF THE CENTER OF DOUBLE DOORS AT SOUTH ENTRANCE INTO BUILDING, 1.1
 BJ0713'METERS (3.6 FT) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF CONCRETE
 BJ0713'LEDGE, AND 0.4 METER (1.2 FT) NORTHEAST OF THE SOUTHWEST CORNER OF
 BJ0713'THE CONCRETE LEDGE, IN A LARGE CONCRETE LEDGE AT THE SOUTH ENTRANCE
 BJ0713'INTO THE POLICE STATION AND THE LEDGE PROJECTS 30 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1425 ***********************************************************************
 BH1425  DESIGNATION -  B 23
 BH1425  PID         -  BH1425
 BH1425  STATE/COUNTY-  LA/WASHINGTON
 BH1425  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1425
 BH1425                         *CURRENT SURVEY CONTROL
 BH1425  ___________________________________________________________________
 BH1425* NAD 83(1986)-  30 46 42.     (N)    089 51 58.     (W)     SCALED    
 BH1425* NAVD 88     -        31.866  (meters)     104.55   (feet)  ADJUSTED  
 BH1425  ___________________________________________________________________
 BH1425  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BH1425  DYNAMIC HT  -          31.825 (meters)     104.41  (feet)  COMP
 BH1425  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 BH1425
 BH1425  VERT ORDER  -  SECOND    CLASS 0
 BH1425
 BH1425.The horizontal coordinates were scaled from a topographic map and have
 BH1425.an estimated accuracy of +/- 6 seconds.
 BH1425
 BH1425.The orthometric height was determined by differential leveling
 BH1425.and adjusted by the National Geodetic Survey in February 1994..
 BH1425
 BH1425.The geoid height was determined by GEOID03.
 BH1425
 BH1425.The dynamic height is computed by dividing the NAVD 88
 BH1425.geopotential number by the normal gravity value computed on the
 BH1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1425.degrees latitude (g = 980.6199 gals.).
 BH1425
 BH1425.The modeled gravity was interpolated from observed gravity values.
 BH1425
 BH1425;                    North         East    Units  Estimated Accuracy
 BH1425;SPC LA S     -   253,450.    1,140,450.      MT  (+/- 180 meters Scaled)
 BH1425
 BH1425                          SUPERSEDED SURVEY CONTROL
 BH1425
 BH1425  NGVD 29 (??/??/??)   31.947  (m)          104.81   (f) ADJUSTED    2 0
 BH1425
 BH1425.Superseded values are not recommended for survey control.
 BH1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1425.See file dsdata.txt to determine how the superseded data were derived.
 BH1425
 BH1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV256085(NAD 83)
 BH1425_MARKER: DB = BENCH MARK DISK
 BH1425_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH1425+WITH SETTING: PAVEMENT
 BH1425_STAMPING: B 23 1934
 BH1425_MARK LOGO: NGS   
 BH1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1425+STABILITY: SURFACE MOTION
 BH1425
 BH1425  HISTORY     - Date     Condition        Report By
 BH1425  HISTORY     - 1934     MONUMENTED       CGS
 BH1425  HISTORY     - 1955     GOOD             CGS
 BH1425  HISTORY     - 1984     GOOD             LADTD
 BH1425
 BH1425                          STATION DESCRIPTION
 BH1425
 BH1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1425'IN BOGALUSA.
 BH1425'AT BOGALUSA, WASHINGTON PARISH, AT THE POST OFFICE, AT THE NORTH
 BH1425'BANISTER OF THE FRONT (EAST) ENTRANCE, AND IN THE TOP OF THE SECOND
 BH1425'LIMESTONE STEP FROM THE BOTTOM.  A STANDARD DISK, STAMPED B 23 1934.
 BH1425
 BH1425                          STATION RECOVERY (1984)
 BH1425
 BH1425'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BH1425'RECOVERED IN GOOD CONDITION EXCEPT
 BH1425'THE MARK IS 0.91 M ABOVE AVE B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1838 ***********************************************************************
 CQ1838  DESIGNATION -  B 23 1 BOLT
 CQ1838  PID         -  CQ1838
 CQ1838  STATE/COUNTY-  LA/CADDO
 CQ1838  USGS QUAD   -  ELM GROVE (1980)
 CQ1838
 CQ1838                         *CURRENT SURVEY CONTROL
 CQ1838  ___________________________________________________________________
 CQ1838* NAD 83(1986)-  32 17 26.     (N)    093 33 11.     (W)     SCALED    
 CQ1838* NAVD 88     -        45.18   (+/-2cm)     148.2    (feet)  VERTCON   
 CQ1838  ___________________________________________________________________
 CQ1838  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1838
 CQ1838  VERT ORDER  -  ? (See Below)
 CQ1838
 CQ1838.The horizontal coordinates were scaled from a topographic map and have
 CQ1838.an estimated accuracy of +/- 6 seconds.
 CQ1838
 CQ1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1838.The vertical order pertains to the NGVD 29 superseded value.
 CQ1838
 CQ1838.The geoid height was determined by GEOID03.
 CQ1838
 CQ1838;                    North         East    Units  Estimated Accuracy
 CQ1838;SPC LA N     -   199,010.      900,820.      MT  (+/- 180 meters Scaled)
 CQ1838
 CQ1838                          SUPERSEDED SURVEY CONTROL
 CQ1838
 CQ1838  NGVD 29 (??/??/??)   45.237  (m)          148.42   (f) ADJUSTED    ?  
 CQ1838
 CQ1838.Superseded values are not recommended for survey control.
 CQ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1838.See file dsdata.txt to determine how the superseded data were derived.
 CQ1838
 CQ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR479727(NAD 83)
 CQ1838_MARKER: B = BOLT
 CQ1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1838_SP_SET: STONE
 CQ1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1838+STABILITY: SURFACE MOTION
 CQ1838
 CQ1838  HISTORY     - Date     Condition        Report By
 CQ1838  HISTORY     - UNK      MONUMENTED       DOD
 CQ1838  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1838
 CQ1838                          STATION DESCRIPTION
 CQ1838
 CQ1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1838'15.45 MI SE FROM SHREVEPORT.
 CQ1838'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM CASPIANA, CADDO PARISH,
 CQ1838'THENCE EAST ALONG A DIRT ROAD LEADING TO THE LEVEE.  ON THE RIGHT BANK
 CQ1838'OF RED RIVER, AT THE OLD CASPIANA LANDING, ABOUT 300 FEET WEST OF THE
 CQ1838'TOP BANK OF THE RIVER, ON THE C.M. HUTCHINSON PROPERTY, 156 FEET
 CQ1838'SOUTHEAST OF A SMALL SILO, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CQ1838'OF A BARN, 3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A BARNYARD
 CQ1838'BOARD FENCE, AND 2 FEET WEST OF THE FENCE.  A COPPER BOLT, SET IN THE
 CQ1838'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CQ1838'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ1838'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1839 ***********************************************************************
 CQ1839  DESIGNATION -  B 23 1 CAP
 CQ1839  PID         -  CQ1839
 CQ1839  STATE/COUNTY-  LA/CADDO
 CQ1839  USGS QUAD   -  ELM GROVE (1980)
 CQ1839
 CQ1839                         *CURRENT SURVEY CONTROL
 CQ1839  ___________________________________________________________________
 CQ1839* NAD 83(1986)-  32 17 26.     (N)    093 33 07.     (W)     SCALED    
 CQ1839* NAVD 88     -        46.445  (meters)     152.38   (feet)  ADJUSTED  
 CQ1839  ___________________________________________________________________
 CQ1839  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1839  DYNAMIC HT  -          46.392 (meters)     152.20  (feet)  COMP
 CQ1839  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 CQ1839
 CQ1839  VERT ORDER  -  FIRST     CLASS I
 CQ1839
 CQ1839.The horizontal coordinates were scaled from a topographic map and have
 CQ1839.an estimated accuracy of +/- 6 seconds.
 CQ1839
 CQ1839.The orthometric height was determined by differential leveling
 CQ1839.and adjusted by the National Geodetic Survey in February 1994..
 CQ1839
 CQ1839.The geoid height was determined by GEOID03.
 CQ1839
 CQ1839.The dynamic height is computed by dividing the NAVD 88
 CQ1839.geopotential number by the normal gravity value computed on the
 CQ1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1839.degrees latitude (g = 980.6199 gals.).
 CQ1839
 CQ1839.The modeled gravity was interpolated from observed gravity values.
 CQ1839
 CQ1839;                    North         East    Units  Estimated Accuracy
 CQ1839;SPC LA N     -   199,010.      900,920.      MT  (+/- 180 meters Scaled)
 CQ1839
 CQ1839                          SUPERSEDED SURVEY CONTROL
 CQ1839
 CQ1839  NAVD 88 (06/15/91)   46.444  (m)          152.38   (f) UNKNOWN     1 1
 CQ1839  NGVD 29 (??/??/??)   46.497  (m)          152.55   (f) ADJUSTED    1 1
 CQ1839
 CQ1839.Superseded values are not recommended for survey control.
 CQ1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1839.See file dsdata.txt to determine how the superseded data were derived.
 CQ1839
 CQ1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR480727(NAD 83)
 CQ1839_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1839_SP_SET: PIPE
 CQ1839_STAMPING: B 23 1 B 23 1
 CQ1839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1839
 CQ1839  HISTORY     - Date     Condition        Report By
 CQ1839  HISTORY     - UNK      MONUMENTED       DOD
 CQ1839  HISTORY     - 1969     GOOD             CGS
 CQ1839  HISTORY     - 1977     GOOD             NGS
 CQ1839
 CQ1839                          STATION DESCRIPTION
 CQ1839
 CQ1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1839'15.45 MI SE FROM SHREVEPORT.
 CQ1839'ABOUT 15.15 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1839'STATION POST OFFICE AT SHREVEPORT, THENCE 0.3 MILE EAST ALONG A
 CQ1839'PRIVATE ROAD, 163 FEET NORTHEAST OF A LEVEE, 152 FEET SOUTHEAST OF THE
 CQ1839'MORE SOUTHEASTERLY OF TWO SILOS, 151 FEET EAST OF A POWER POLE WHICH
 CQ1839'BEARS A TRANSFORMER, 68 FEET NORTHWEST OF THE SOUTH CORNER OF A BARN
 CQ1839'AND CORRAL, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.5 FEET WEST OF A WOODEN
 CQ1839'FENCE POST WHICH BEARS A METAL WITNESS SHIELD, ABOUT 8 FEET BELOW THE
 CQ1839'LEVEL OF THE TOP OF A LEVEE, A U.S. ENGINEERS CAP ON THE TOP OF A
 CQ1839'3-INCH IRON PIPE WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 CQ1839'GROUND.  SEC 13, T 15N, R 12W.
 CQ1839
 CQ1839                          STATION RECOVERY (1977)
 CQ1839
 CQ1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1828 ***********************************************************************
 CQ1828  DESIGNATION -  B 23 2 BOLT
 CQ1828  PID         -  CQ1828
 CQ1828  STATE/COUNTY-  LA/CADDO
 CQ1828  USGS QUAD   -  ELM GROVE (1980)
 CQ1828
 CQ1828                         *CURRENT SURVEY CONTROL
 CQ1828  ___________________________________________________________________
 CQ1828* NAD 83(1986)-  32 19 38.     (N)    093 34 55.     (W)     SCALED    
 CQ1828* NAVD 88     -        46.54   (+/-2cm)     152.7    (feet)  VERTCON   
 CQ1828  ___________________________________________________________________
 CQ1828  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1828
 CQ1828  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1828
 CQ1828.The horizontal coordinates were scaled from a topographic map and have
 CQ1828.an estimated accuracy of +/- 6 seconds.
 CQ1828
 CQ1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1828.The vertical order pertains to the NGVD 29 superseded value.
 CQ1828
 CQ1828.The geoid height was determined by GEOID03.
 CQ1828
 CQ1828;                    North         East    Units  Estimated Accuracy
 CQ1828;SPC LA N     -   203,100.      898,140.      MT  (+/- 180 meters Scaled)
 CQ1828
 CQ1828                          SUPERSEDED SURVEY CONTROL
 CQ1828
 CQ1828  NGVD 29 (??/??/??)   46.600  (m)          152.89   (f) ADJUSTED    1 1
 CQ1828
 CQ1828.Superseded values are not recommended for survey control.
 CQ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1828.See file dsdata.txt to determine how the superseded data were derived.
 CQ1828
 CQ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR452768(NAD 83)
 CQ1828_MARKER: B = BOLT
 CQ1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1828_SP_SET: STONE
 CQ1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1828+STABILITY: SURFACE MOTION
 CQ1828
 CQ1828  HISTORY     - Date     Condition        Report By
 CQ1828  HISTORY     - UNK      MONUMENTED       DOD
 CQ1828  HISTORY     - 1969     GOOD             CGS
 CQ1828
 CQ1828                          STATION DESCRIPTION
 CQ1828
 CQ1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1828'13.2 MI SE FROM SHREVEPORT.
 CQ1828'ABOUT 12.25 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1828'STATION POST OFFICE AT SHREVEPORT, THENCE 0.85 MILE NORTHEAST ALONG A
 CQ1828'PRIVATE ROAD TO A LEVEE, THENCE 0.1 MILE SOUTHEAST ALONG THE LEVEE, 99
 CQ1828'YARDS EAST OF THE EAST CORNER OF A CHURCH, 25 1/2 FEET SOUTHWEST OF
 CQ1828'THE CENTER OF A GATE, 19 1/2 FEET NORTH OF THE NORTH END OF AN
 CQ1828'ABANDONED VAT, 3 1/2 FEET NORTHWEST OF A FENCE, 1.1 FEET EAST OF A
 CQ1828'METAL WITNESS POST, A COPPER BOLT IN THE TOP OF A STONE ABOUT 3 FEET
 CQ1828'BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CQ1828'3-INCH IRON PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND
 CQ1828'AND WHICH BEARS A U.S. ENGINEERS CAP.  SEC 14, T 15N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1829 ***********************************************************************
 CQ1829  DESIGNATION -  B 23 2 CAP
 CQ1829  PID         -  CQ1829
 CQ1829  STATE/COUNTY-  LA/CADDO
 CQ1829  USGS QUAD   -  ELM GROVE (1980)
 CQ1829
 CQ1829                         *CURRENT SURVEY CONTROL
 CQ1829  ___________________________________________________________________
 CQ1829* NAD 83(1986)-  32 19 38.     (N)    093 34 55.     (W)     SCALED    
 CQ1829* NAVD 88     -        47.84   (+/-2cm)     157.0    (feet)  VERTCON   
 CQ1829  ___________________________________________________________________
 CQ1829  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1829
 CQ1829  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1829
 CQ1829.The horizontal coordinates were scaled from a topographic map and have
 CQ1829.an estimated accuracy of +/- 6 seconds.
 CQ1829
 CQ1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1829.The vertical order pertains to the NGVD 29 superseded value.
 CQ1829
 CQ1829.The geoid height was determined by GEOID03.
 CQ1829
 CQ1829;                    North         East    Units  Estimated Accuracy
 CQ1829;SPC LA N     -   203,100.      898,140.      MT  (+/- 180 meters Scaled)
 CQ1829
 CQ1829                          SUPERSEDED SURVEY CONTROL
 CQ1829
 CQ1829  NGVD 29 (??/??/??)   47.893  (m)          157.13   (f) ADJUSTED    1 1
 CQ1829
 CQ1829.Superseded values are not recommended for survey control.
 CQ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1829.See file dsdata.txt to determine how the superseded data were derived.
 CQ1829
 CQ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR452768(NAD 83)
 CQ1829_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1829_SP_SET: PIPE
 CQ1829_STAMPING: B 23-2 B 23-2
 CQ1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1829
 CQ1829  HISTORY     - Date     Condition        Report By
 CQ1829  HISTORY     - 1969     MONUMENTED       DOD
 CQ1829  HISTORY     - 1969     GOOD             CGS
 CQ1829  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1829  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ1829
 CQ1829                          STATION DESCRIPTION
 CQ1829
 CQ1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1829'13.2 MI SE FROM SHREVEPORT.
 CQ1829'ABOUT 12.25 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1829'STATION POST OFFICE AT SHREVEPORT, THENCE 0.85 MILE NORTHEAST ALONG A
 CQ1829'PRIVATE ROAD, THENCE 0.1 MILE SOUTHEAST ALONG A LEVEE, 99 YARDS EAST
 CQ1829'OF THE EAST CORNER OF A CHURCH, 25 1/2 FEET SOUTHWEST OF THE CENTER OF
 CQ1829'A GATE, 19 1/2 FEET NORTH OF THE NORTH END OF AN ABANDONED VAT, 3 1/2
 CQ1829'FEET NORTHWEST OF A FENCE, 1.1 FEET EAST OF A METAL WITNESS POST,
 CQ1829'ABOUT 7 FEET BELOW THE TOP OF THE LEVEE, A U.S. ENGINEERS CAP ON THE
 CQ1829'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF
 CQ1829'THE GROUND.
 CQ1829
 CQ1829                          STATION RECOVERY (1977)
 CQ1829
 CQ1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1829'RECOVERED CAP AS DESCRIBED, BUT THE BOLT WAS NOT RECOVERED. NOT
 CQ1829'LEVELED TO AT THIS TIME.
 CQ1829
 CQ1829                          STATION RECOVERY (1994)
 CQ1829
 CQ1829'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1803 ***********************************************************************
 CQ1803  DESIGNATION -  B 23 3 BOLT
 CQ1803  PID         -  CQ1803
 CQ1803  STATE/COUNTY-  LA/CADDO
 CQ1803  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1803
 CQ1803                         *CURRENT SURVEY CONTROL
 CQ1803  ___________________________________________________________________
 CQ1803* NAD 83(1986)-  32 24 08.     (N)    093 41 29.     (W)     SCALED    
 CQ1803* NAVD 88     -        47.99   (+/-2cm)     157.4    (feet)  VERTCON   
 CQ1803  ___________________________________________________________________
 CQ1803  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1803
 CQ1803  VERT ORDER  -  ? (See Below)
 CQ1803
 CQ1803.The horizontal coordinates were scaled from a topographic map and have
 CQ1803.an estimated accuracy of +/- 6 seconds.
 CQ1803
 CQ1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1803.The vertical order pertains to the NGVD 29 superseded value.
 CQ1803
 CQ1803.The geoid height was determined by GEOID03.
 CQ1803
 CQ1803;                    North         East    Units  Estimated Accuracy
 CQ1803;SPC LA N     -   211,530.      887,920.      MT  (+/- 180 meters Scaled)
 CQ1803
 CQ1803                          SUPERSEDED SURVEY CONTROL
 CQ1803
 CQ1803  NGVD 29 (??/??/??)   48.055  (m)          157.66   (f) ADJUSTED    ?  
 CQ1803
 CQ1803.Superseded values are not recommended for survey control.
 CQ1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1803.See file dsdata.txt to determine how the superseded data were derived.
 CQ1803
 CQ1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR349852(NAD 83)
 CQ1803_MARKER: B = BOLT
 CQ1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1803_SP_SET: STONE
 CQ1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1803+STABILITY: SURFACE MOTION
 CQ1803
 CQ1803  HISTORY     - Date     Condition        Report By
 CQ1803  HISTORY     - UNK      MONUMENTED       DOD
 CQ1803  HISTORY     - 1938     GOOD             CGS
 CQ1803  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1803
 CQ1803                          STATION DESCRIPTION
 CQ1803
 CQ1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1803'IN LUCAS.
 CQ1803'AT LUCAS, CADDO PARISH, 84 FEET WEST OF THE CENTERLINE OF STATE
 CQ1803'HIGHWAY 20, 3 FEET EAST OF THE NORTHEAST CORNER OF THE BOARD FENCE
 CQ1803'SURROUNDING THE TEXAS AND PACIFIC RAILWAY SECTION-CREW QUARTERS, AND
 CQ1803'30 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH ONE OF THREE
 CQ1803'HOUSES.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 CQ1803'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ1803'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1803
 CQ1803                          STATION RECOVERY (1969)
 CQ1803
 CQ1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1804 ***********************************************************************
 CQ1804  DESIGNATION -  B 23 3 CAP
 CQ1804  PID         -  CQ1804
 CQ1804  STATE/COUNTY-  LA/CADDO
 CQ1804  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1804
 CQ1804                         *CURRENT SURVEY CONTROL
 CQ1804  ___________________________________________________________________
 CQ1804* NAD 83(1986)-  32 24 08.     (N)    093 41 29.     (W)     SCALED    
 CQ1804* NAVD 88     -        49.22   (+/-2cm)     161.5    (feet)  VERTCON   
 CQ1804  ___________________________________________________________________
 CQ1804  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1804
 CQ1804  VERT ORDER  -  ? (See Below)
 CQ1804
 CQ1804.The horizontal coordinates were scaled from a topographic map and have
 CQ1804.an estimated accuracy of +/- 6 seconds.
 CQ1804
 CQ1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1804.The vertical order pertains to the NGVD 29 superseded value.
 CQ1804
 CQ1804.The geoid height was determined by GEOID03.
 CQ1804
 CQ1804;                    North         East    Units  Estimated Accuracy
 CQ1804;SPC LA N     -   211,530.      887,920.      MT  (+/- 180 meters Scaled)
 CQ1804
 CQ1804                          SUPERSEDED SURVEY CONTROL
 CQ1804
 CQ1804  NGVD 29 (??/??/??)   49.285  (m)          161.70   (f) ADJUSTED    ?  
 CQ1804
 CQ1804.Superseded values are not recommended for survey control.
 CQ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1804.See file dsdata.txt to determine how the superseded data were derived.
 CQ1804
 CQ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR349852(NAD 83)
 CQ1804_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1804_SP_SET: PIPE
 CQ1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1804
 CQ1804  HISTORY     - Date     Condition        Report By
 CQ1804  HISTORY     - UNK      MONUMENTED       DOD
 CQ1804  HISTORY     - 1938     GOOD             CGS
 CQ1804  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1804  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1804
 CQ1804                          STATION DESCRIPTION
 CQ1804
 CQ1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1804'IN LUCAS.
 CQ1804'AT LUCAS, CADDO PARISH, 84 FEET WEST OF THE CENTERLINE OF STATE
 CQ1804'HIGHWAY 20, 3 FEET EAST OF THE NORTHEAST CORNER OF THE BOARD FENCE
 CQ1804'SURROUNDING THE TEXAS AND PACIFIC RAILWAY SECTION-CREW QUARTERS, AND
 CQ1804'30 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH ONE OF THREE
 CQ1804'HOUSES.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1804'STANDARD CAP.
 CQ1804
 CQ1804                          STATION RECOVERY (1969)
 CQ1804
 CQ1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1804'MARK NOT FOUND.
 CQ1804
 CQ1804                          STATION RECOVERY (1977)
 CQ1804
 CQ1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1804'A THROUGH SEARCH WAS MADE OF THE AREA, THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0639 ***********************************************************************
 BX0639  DESIGNATION -  B 230
 BX0639  PID         -  BX0639
 BX0639  STATE/COUNTY-  LA/RAPIDES
 BX0639  USGS QUAD   -  ALEXANDRIA (1992)
 BX0639
 BX0639                         *CURRENT SURVEY CONTROL
 BX0639  ___________________________________________________________________
 BX0639* NAD 83(1986)-  31 20 13.     (N)    092 25 35.     (W)     SCALED    
 BX0639* NAVD 88     -        36.38   (+/-2cm)     119.4    (feet)  VERTCON   
 BX0639  ___________________________________________________________________
 BX0639  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX0639
 BX0639  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0639
 BX0639.The horizontal coordinates were scaled from a topographic map and have
 BX0639.an estimated accuracy of +/- 6 seconds.
 BX0639
 BX0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0639.The vertical order pertains to the NGVD 29 superseded value.
 BX0639
 BX0639.The geoid height was determined by GEOID03.
 BX0639
 BX0639;                    North         East    Units  Estimated Accuracy
 BX0639;SPC LA N     -    92,800.    1,007,010.      MT  (+/- 180 meters Scaled)
 BX0639
 BX0639                          SUPERSEDED SURVEY CONTROL
 BX0639
 BX0639  NGVD 29 (??/??/??)   36.366  (m)          119.31   (f) ADJUSTED    1 2
 BX0639
 BX0639.Superseded values are not recommended for survey control.
 BX0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0639.See file dsdata.txt to determine how the superseded data were derived.
 BX0639
 BX0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ545670(NAD 83)
 BX0639_MARKER: DB = BENCH MARK DISK
 BX0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0639_STAMPING: B 230 1965
 BX0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0639+STABILITY: SURFACE MOTION
 BX0639
 BX0639  HISTORY     - Date     Condition        Report By
 BX0639  HISTORY     - 1965     MONUMENTED       CGS
 BX0639  HISTORY     - 1966     GOOD             CGS
 BX0639  HISTORY     - 1977     GOOD             NGS
 BX0639
 BX0639                          STATION DESCRIPTION
 BX0639
 BX0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0639'1.2 MI NE FROM PINEVILLE.
 BX0639'ABOUT 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 165 (BUSINESS ROUTE) FROM
 BX0639'THE POST OFFICE AT PINEVILLE, IN SECTION 12, T 4 N, R 1 W, 63.0 FEET
 BX0639'NORTH OF THE NORTHEAST CORNER OF THE CHURCH OF CHRIST CHURCH, 37 1/2
 BX0639'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 45 1/2 FEET SOUTHEAST OF
 BX0639'THE SOUTHEAST CORNER OF TWO STORY HOUSE NUMBER 1829, 29 FEET EAST OF A
 BX0639'26-INCH OAK TREE, 22 FEET SOUTHWEST OF A POWER POLE, IN A HEDGE ROW,
 BX0639'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX0639'CONCRETE POST PROJECTING 6 INCHES.
 BX0639
 BX0639                          STATION RECOVERY (1977)
 BX0639
 BX0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0068 ***********************************************************************
 BX0068  DESIGNATION -  B 232
 BX0068  PID         -  BX0068
 BX0068  STATE/COUNTY-  LA/GRANT
 BX0068  USGS QUAD   -  TULLOS (1984)
 BX0068
 BX0068                         *CURRENT SURVEY CONTROL
 BX0068  ___________________________________________________________________
 BX0068* NAD 83(1986)-  31 47 36.     (N)    092 21 52.     (W)     SCALED    
 BX0068* NAVD 88     -        19.56   (+/-2cm)      64.2    (feet)  VERTCON   
 BX0068  ___________________________________________________________________
 BX0068  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0068
 BX0068  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0068
 BX0068.The horizontal coordinates were scaled from a topographic map and have
 BX0068.an estimated accuracy of +/- 6 seconds.
 BX0068
 BX0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0068.The vertical order pertains to the NGVD 29 superseded value.
 BX0068
 BX0068.The geoid height was determined by GEOID03.
 BX0068
 BX0068;                    North         East    Units  Estimated Accuracy
 BX0068;SPC LA N     -   143,410.    1,012,840.      MT  (+/- 180 meters Scaled)
 BX0068
 BX0068                          SUPERSEDED SURVEY CONTROL
 BX0068
 BX0068  NGVD 29 (??/??/??)   19.573  (m)           64.22   (f) ADJUSTED    1 2
 BX0068
 BX0068.Superseded values are not recommended for survey control.
 BX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0068.See file dsdata.txt to determine how the superseded data were derived.
 BX0068
 BX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR601177(NAD 83)
 BX0068_MARKER: DB = BENCH MARK DISK
 BX0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0068_SP_SET: FOUNDATION
 BX0068_STAMPING: B 232 1965
 BX0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0068
 BX0068  HISTORY     - Date     Condition        Report By
 BX0068  HISTORY     - 1965     MONUMENTED       CGS
 BX0068
 BX0068                          STATION DESCRIPTION
 BX0068
 BX0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0068'2.45 MI NE FROM GEORGETOWN.
 BX0068'ABOUT 2.45 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0068'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, OR ABOUT 2.8 MILES
 BX0068'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRST BAPTIST
 BX0068'CHURCH AT TULLOS, AT THE BOTTOM OF THE OVERPASS OF OLD U.S. HIGHWAY
 BX0068'165, AT THE FIRST THREE CONCRETE PILLARS SOUTHWEST OF A GROUP OF
 BX0068'TWELVE CONCRETE PILLARS, 39 FEET SOUTHWEST OF THE CENTER OF THE
 BX0068'OVERPASS, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD AT AN S-CURVE,
 BX0068'SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE FOUNDATION FOR THE
 BX0068'PIILLARS, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT 5
 BX0068'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1505 ***********************************************************************
 AU1505  DESIGNATION -  B 233
 AU1505  PID         -  AU1505
 AU1505  STATE/COUNTY-  LA/TERREBONNE
 AU1505  USGS QUAD   -  HOUMA (1980)
 AU1505
 AU1505                         *CURRENT SURVEY CONTROL
 AU1505  ___________________________________________________________________
 AU1505* NAD 83(1992)-  29 32 31.67599(N)    090 37 40.70086(W)     ADJUSTED  
 AU1505* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU1505  **This station is located in a subsidence area (see below).
 AU1505  ___________________________________________________________________
 AU1505  X           -     -60,865.505 (meters)                     COMP
 AU1505  Y           -  -5,553,104.837 (meters)                     COMP
 AU1505  Z           -   3,126,307.583 (meters)                     COMP
 AU1505  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU1505  ELLIP HEIGHT-         -22.25  (meters)          (02/21/02) GPS OBS
 AU1505  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AU1505  DYNAMIC HT  -           3.0   (meters)      10.    (feet)  COMP
 AU1505  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 AU1505
 AU1505  HORZ ORDER  -  FIRST
 AU1505  VERT ORDER  -  THIRD (See Below)
 AU1505  ELLP ORDER  -  FIFTH     CLASS I
 AU1505
 AU1505.The horizontal coordinates were established by GPS observations
 AU1505.and adjusted by the National Geodetic Survey in December 1998..
 AU1505
 AU1505 ** The orthometric height has not been validated since last determined
 AU1505 ** by differential leveling and should not be used for control purposes.
 AU1505 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1505 ** area with valid NAVD 88 orthometric heights.
 AU1505 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1505 ** epoch indicated which incorporates improved geoid heights for the
 AU1505 ** Southern Louisiana Subsidence area.
 AU1505 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1505.The orthometric height was scaled from a topographic map.
 AU1505.The vertical order pertains to the first NAVD 88 superseded value.
 AU1505
 AU1505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1505
 AU1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1505
 AU1505.The ellipsoidal height was determined by GPS observations
 AU1505.and is referenced to NAD 83.
 AU1505
 AU1505.The geoid height was determined by GEOID03.
 AU1505
 AU1505.The dynamic height is computed by dividing the NAVD 88
 AU1505.geopotential number by the normal gravity value computed on the
 AU1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1505.degrees latitude (g = 980.6199 gals.).
 AU1505
 AU1505.The modeled gravity was interpolated from observed gravity values.
 AU1505
 AU1505;                    North         East     Units Scale Factor Converg.
 AU1505;SPC LA S     -   115,726.054 1,068,364.562   MT  0.99995758   +0 21 09.7
 AU1505;SPC LA S     -   379,677.90  3,505,126.07   sFT  0.99995758   +0 21 09.7
 AU1505;UTM  15      - 3,270,398.467   729,853.448   MT  1.00025194   +1 10 12.3
 AU1505
 AU1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1505!SPC LA S     -   1.00000349  x   0.99995758  =   0.99996107
 AU1505!UTM  15      -   1.00000349  x   1.00025194  =   1.00025544
 AU1505
 AU1505                          SUPERSEDED SURVEY CONTROL
 AU1505
 AU1505  ELLIP H (12/17/98)  -22.20   (m)                       GP(       ) 4 2
 AU1505  NAVD 88 (12/17/98)    3.02   (m)            9.9    (f) LEVELING    3  
 AU1505  NGVD 29 (??/??/??)    2.893  (m)            9.49   (f) ADJUSTED    1 2
 AU1505
 AU1505.Superseded values are not recommended for survey control.
 AU1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1505.See file dsdata.txt to determine how the superseded data were derived.
 AU1505
 AU1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2985370398(NAD 83)
 AU1505_MARKER: DB = BENCH MARK DISK
 AU1505_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1505_SP_SET: COPPER-CLAD STEEL ROD
 AU1505_STAMPING: B 233 1965
 AU1505_MARK LOGO: CGS   
 AU1505_PROJECTION: FLUSH
 AU1505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1505+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1505_ROD/PIPE-DEPTH: 19.5 meters
 AU1505
 AU1505  HISTORY     - Date     Condition        Report By
 AU1505  HISTORY     - 1965     MONUMENTED       CGS
 AU1505  HISTORY     - 1966     GOOD             CGS
 AU1505  HISTORY     - 19930608 GOOD             LADTD
 AU1505  HISTORY     - 19950103 GOOD             MPHI
 AU1505
 AU1505                          STATION DESCRIPTION
 AU1505
 AU1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1505'7.7 MI SE FROM HOUMA.
 AU1505'5.7 MILES EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1505'THENCE 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 56, IN FRACTIONAL
 AU1505'SECTION 54, T 18 S, R 18 E, OR 7.95 MILES NORTHWEST ALONG STATE
 AU1505'HIGHWAY 56 FROM THE ST. JOSEPH CHURCH AT CHAUVIN, 70 FEET WEST OF THE
 AU1505'WEST CORNER OF A WOODEN BRIDGE OVER ST. LOUIS CANAL, 62 1/2 FEET
 AU1505'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF A
 AU1505'POWER POLE BRACED BY 2 GUY WIRES, 1.2 FEE WEST OF A METAL WITNESS
 AU1505'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 AU1505'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS
 AU1505'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 AU1505
 AU1505                          STATION RECOVERY (1993)
 AU1505
 AU1505'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1505'THE STATION IS LOCATED ABOUT 7.65 MI (12.31 KM) NORTH OF CHAUVIN AND
 AU1505'4.75 MI (7.64 KM) SOUTHEAST OF HOUMA.  OWNERSHIP--UNKNOWN TO REACH
 AU1505'THE STATION FROM THE ST JOSEPH CHURCH IN CHAUVIN, GO NORTH-NORTHWEST
 AU1505'FOR 7.65 MI (12.31 KM) ON STATE HIGHWAY 56, OR TO REACH THE STATION
 AU1505'FROM THE POST OFFICE IN HOUMA, GO EAST FOR 5.7 MI (9.2 KM) ON STATE
 AU1505'HIGHWAY 24 TO THE JUNCTION OF STATE HIGHWAY 56.  CONTINUE SOUTHEAST
 AU1505'FOR 2.0 MI (3.2 KM) ON HIGHWAY 56 TO THE STATION ON THE RIGHT AND ON
 AU1505'THE NORTH SIDE OF THE ST LOUIS CANAL.  THE STATION IS 61.0 FT (18.6
 AU1505'M) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 50.5 FT (15.4 M) WEST
 AU1505'FROM THE WEST CORNER OF THE CEMENT BRIDGE OVER THE CANAL, 19.0 FT
 AU1505'(5.8 M) SOUTHWEST FROM A POWER POLE BRACED BY TWO GUY WIRES, 1.0 FT
 AU1505'(0.3 M) NORTHEAST FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE
 AU1505'GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF THE
 AU1505'HIGHWAY.
 AU1505
 AU1505                          STATION RECOVERY (1995)
 AU1505
 AU1505'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1505'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2056 ***********************************************************************
 BJ2056  DESIGNATION -  B 234
 BJ2056  PID         -  BJ2056
 BJ2056  STATE/COUNTY-  LA/IBERIA
 BJ2056  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2056
 BJ2056                         *CURRENT SURVEY CONTROL
 BJ2056  ___________________________________________________________________
 BJ2056* NAD 83(1986)-  30 01 51.     (N)    091 28 06.     (W)     SCALED    
 BJ2056* NAVD 88     -         3.12   (+/-2cm)      10.2    (feet)  VERTCON   
 BJ2056  ___________________________________________________________________
 BJ2056  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BJ2056
 BJ2056  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2056
 BJ2056.The horizontal coordinates were scaled from a topographic map and have
 BJ2056.an estimated accuracy of +/- 6 seconds.
 BJ2056
 BJ2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2056.The vertical order pertains to the NGVD 29 superseded value.
 BJ2056
 BJ2056.The geoid height was determined by GEOID03.
 BJ2056
 BJ2056;                    North         East    Units  Estimated Accuracy
 BJ2056;SPC LA S     -   169,690.      986,980.      MT  (+/- 180 meters Scaled)
 BJ2056
 BJ2056                          SUPERSEDED SURVEY CONTROL
 BJ2056
 BJ2056  NGVD 29 (??/??/??)    3.148  (m)           10.33   (f) ADJUSTED    1 2
 BJ2056
 BJ2056.Superseded values are not recommended for survey control.
 BJ2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2056.See file dsdata.txt to determine how the superseded data were derived.
 BJ2056
 BJ2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP476231(NAD 83)
 BJ2056_MARKER: DB = BENCH MARK DISK
 BJ2056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2056_STAMPING: B 234 1965
 BJ2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2056
 BJ2056  HISTORY     - Date     Condition        Report By
 BJ2056  HISTORY     - 1965     MONUMENTED       CGS
 BJ2056  HISTORY     - 1966     GOOD             CGS
 BJ2056
 BJ2056                          STATION DESCRIPTION
 BJ2056
 BJ2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2056'18.8 MI NE FROM CHARENTON.
 BJ2056'ABOUT 0.2 MILE NORTHWEST ALONG STATE ROAD 326 FROM THE POST OFFICE AT
 BJ2056'CHARENTON, THENCE 0.2 MILE NORTHWEST ALONG STATE ROAD 324, THENCE 0.1
 BJ2056'MILE NORTHWEST ALONG STATE ROAD 87, THENCE 0.9 MILE NORTHEAST ALONG
 BJ2056'THE CHARENTON FLOOD GATE ROAD, THENCE 4.8 MILES SOUTHEAST ALONG A
 BJ2056'GRAVELED ROAD ON THE TOP OF A LEVEE, THENCE 1.2 MILES NORTHEAST ACROSS
 BJ2056'GRAND LAKE TO THE NORTHEAST BANK OF THE ATCHAFALAYA RIVER, THENCE 8.4
 BJ2056'MILES NORTH ALONG THE RIVER BANK, THENCE 2.4 MILES NORTHEAST THROUGH
 BJ2056'TIMBER AND ALONG A SMALL CANAL TO THE NORTHEAST POINT OF TURKEY
 BJ2056'ISLAND, THENCE 0.6 MILES SOUTHEAST ACROSS HOG ISLAND PASS TO THE SOUTH
 BJ2056'POINT OF HOG ISLAND, ABOUT 0.1 MILE NORTH OF THE SOUTH TIP OF THE
 BJ2056'ISLAND, 14 FEET WEST OF THE WEST BANK OF KEELBOAT PASS, 0.9 FOOT NORTH
 BJ2056'OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE WATER, A
 BJ2056'DISK SET IN THE TOP OF A 5-INCH CAST IRON PIPE WHICH IS FILLED WITH
 BJ2056'CONCRETE AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2687 ***********************************************************************
 BJ2687  DESIGNATION -  B 235
 BJ2687  PID         -  BJ2687
 BJ2687  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2687  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2687
 BJ2687                         *CURRENT SURVEY CONTROL
 BJ2687  ___________________________________________________________________
 BJ2687* NAD 83(1986)-  30 46 32.     (N)    091 45 28.     (W)     SCALED    
 BJ2687* NAVD 88     -        10.66   (+/-2cm)      35.0    (feet)  VERTCON   
 BJ2687  ___________________________________________________________________
 BJ2687  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ2687
 BJ2687  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2687
 BJ2687.The horizontal coordinates were scaled from a topographic map and have
 BJ2687.an estimated accuracy of +/- 6 seconds.
 BJ2687
 BJ2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2687.The vertical order pertains to the NGVD 29 superseded value.
 BJ2687
 BJ2687.The geoid height was determined by GEOID03.
 BJ2687
 BJ2687;                    North         East    Units  Estimated Accuracy
 BJ2687;SPC LA S     -   252,320.      959,370.      MT  (+/- 180 meters Scaled)
 BJ2687
 BJ2687                          SUPERSEDED SURVEY CONTROL
 BJ2687
 BJ2687  NGVD 29 (??/??/??)   10.660  (m)           34.97   (f) ADJUSTED    1 2
 BJ2687
 BJ2687.Superseded values are not recommended for survey control.
 BJ2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2687.See file dsdata.txt to determine how the superseded data were derived.
 BJ2687
 BJ2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ188053(NAD 83)
 BJ2687_MARKER: DB = BENCH MARK DISK
 BJ2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2687_STAMPING: B 235 1966
 BJ2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2687+STABILITY: SURFACE MOTION
 BJ2687
 BJ2687  HISTORY     - Date     Condition        Report By
 BJ2687  HISTORY     - 1969     MONUMENTED       CGS
 BJ2687
 BJ2687                          STATION DESCRIPTION
 BJ2687
 BJ2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ2687'7.15 MI NE FROM MELVILLE.
 BJ2687'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2687'STATION AT MELVILLE, THENCE 5.75 MILES NORTH ALONG A LEVEE AND STATE
 BJ2687'ROAD 417, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, 167 YARDS
 BJ2687'SOUTHEAST OF THE OSCAR BROOKS HOME WHICH HAS A SMALL GROVE OF CEDAR
 BJ2687'TREES IN THE FRONT YARD, 90 FEET NORTHEAST OF THE CENTER LINE OF THE
 BJ2687'ROAD, 70 FEET WEST OF THE WEST CORNER OF A VACANT HOUSE, 8 FEET
 BJ2687'NORTHWEST OF A 12-INCH ELM TREE, 2 1/2 FEET SOUTHWEST OF A YARD FENCE,
 BJ2687'1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 BJ2687'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 BJ2687'INCHES.  NOTE-- IN SECTION 26, T 3 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0561 ***********************************************************************
 BX0561  DESIGNATION -  B 236
 BX0561  PID         -  BX0561
 BX0561  STATE/COUNTY-  LA/RAPIDES
 BX0561  USGS QUAD   -  HOLLOWAY (1994)
 BX0561
 BX0561                         *CURRENT SURVEY CONTROL
 BX0561  ___________________________________________________________________
 BX0561* NAD 83(1986)-  31 25 13.     (N)    092 11 07.     (W)     SCALED    
 BX0561* NAVD 88     -        20.50   (+/-2cm)      67.3    (feet)  VERTCON   
 BX0561  ___________________________________________________________________
 BX0561  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX0561
 BX0561  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0561
 BX0561.The horizontal coordinates were scaled from a topographic map and have
 BX0561.an estimated accuracy of +/- 6 seconds.
 BX0561
 BX0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0561.The vertical order pertains to the NGVD 29 superseded value.
 BX0561
 BX0561.The geoid height was determined by GEOID03.
 BX0561
 BX0561;                    North         East    Units  Estimated Accuracy
 BX0561;SPC LA N     -   102,080.    1,029,920.      MT  (+/- 180 meters Scaled)
 BX0561
 BX0561                          SUPERSEDED SURVEY CONTROL
 BX0561
 BX0561  NGVD 29 (??/??/??)   20.486  (m)           67.21   (f) ADJUSTED    1 2
 BX0561
 BX0561.Superseded values are not recommended for survey control.
 BX0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0561.See file dsdata.txt to determine how the superseded data were derived.
 BX0561
 BX0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ774764(NAD 83)
 BX0561_MARKER: DB = BENCH MARK DISK
 BX0561_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX0561_SP_SET: CULVERT HEADWALL
 BX0561_STAMPING: B 236 1966
 BX0561_MARK LOGO: CGS   
 BX0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0561+STABILITY: SURFACE MOTION
 BX0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0561+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1993
 BX0561
 BX0561  HISTORY     - Date     Condition        Report By
 BX0561  HISTORY     - 1966     MONUMENTED       CGS
 BX0561  HISTORY     - 19930818 GOOD             LADTD
 BX0561  HISTORY     - 19990424 GOOD             USPSQD
 BX0561
 BX0561                          STATION DESCRIPTION
 BX0561
 BX0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0561'10.45 MI NE FROM LIBUSE.
 BX0561'ABOUT 10.45 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0561'OFFICE AT LIBUSE, IN SECTION 9, T 5 N, R 3 E, 53 1/2 FEET SOUTHEAST OF
 BX0561'THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 BX0561'SOUTHEAST CONCRETE HEAD WALL OF A CONCRETE CULVERT THAT WAS BUILT IN
 BX0561'1964, AND ABOUT 9 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX0561
 BX0561                          STATION RECOVERY (1993)
 BX0561
 BX0561'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0561'THE STATION IS LOCATED ABOUT 19.8 MI (31.9 KM) SOUTHWEST OF
 BX0561'JONESVILLE, 10.5 MI (16.9 KM) NORTHEAST OF LIBUSE AND 4.0 MI (6.4 KM)
 BX0561'NORTHEAST OF HOLLOWAY IN SECTION 9, T 5 N, R 3 E. OWNERSHIP--LOUISIANA
 BX0561'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BX0561'FROM THE POST OFFICE IN LIBUSE, GO EAST FOR 10.6 MI (17.1 KM) ON STATE
 BX0561'HIGHWAY 28 TO THE STATION ON THE RIGHT SET IN THE CENTER OF A CONCRETE
 BX0561'HEADWALL.  THE STATION IS 52.5 FT (16.0 M) SOUTH-SOUTHEAST FROM THE
 BX0561'CENTER OF THE HIGHWAY, 12.0 FT (3.7 M) WEST-SOUTHWEST FROM THE
 BX0561'SOUTHEAST END OF THE HEADWALL, FLUSH WITH THE SURFACE OF THE HEADWALL
 BX0561'AND ABOUT 9.0 FT (2.7 M) BELOW THE LEVEL OF THE HIGHWAY.
 BX0561
 BX0561                          STATION RECOVERY (1999)
 BX0561
 BX0561'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0541 ***********************************************************************
 BX0541  DESIGNATION -  B 237
 BX0541  PID         -  BX0541
 BX0541  STATE/COUNTY-  LA/LA SALLE
 BX0541  USGS QUAD   -  BUCKEYE NE (1993)
 BX0541
 BX0541                         *CURRENT SURVEY CONTROL
 BX0541  ___________________________________________________________________
 BX0541* NAD 83(1986)-  31 28 54.     (N)    092 05 18.     (W)     SCALED    
 BX0541* NAVD 88     -        18.73   (+/-2cm)      61.5    (feet)  VERTCON   
 BX0541  ___________________________________________________________________
 BX0541  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX0541
 BX0541  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0541
 BX0541.The horizontal coordinates were scaled from a topographic map and have
 BX0541.an estimated accuracy of +/- 6 seconds.
 BX0541
 BX0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0541.The vertical order pertains to the NGVD 29 superseded value.
 BX0541
 BX0541.The geoid height was determined by GEOID03.
 BX0541
 BX0541;                    North         East    Units  Estimated Accuracy
 BX0541;SPC LA N     -   108,920.    1,039,120.      MT  (+/- 180 meters Scaled)
 BX0541
 BX0541                          SUPERSEDED SURVEY CONTROL
 BX0541
 BX0541  NGVD 29 (??/??/??)   18.710  (m)           61.38   (f) ADJUSTED    1 2
 BX0541
 BX0541.Superseded values are not recommended for survey control.
 BX0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0541.See file dsdata.txt to determine how the superseded data were derived.
 BX0541
 BX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ865833(NAD 83)
 BX0541_MARKER: DB = BENCH MARK DISK
 BX0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0541_SP_SET: BRIDGE ABUTMENT
 BX0541_STAMPING: B 237 1966
 BX0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0541
 BX0541  HISTORY     - Date     Condition        Report By
 BX0541  HISTORY     - 1966     MONUMENTED       CGS
 BX0541
 BX0541                          STATION DESCRIPTION
 BX0541
 BX0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0541'17.85 MI NE FROM LIBUSE.
 BX0541'ABOUT 17.85 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0541'OFFICE AT LIBUSE, IN SECTION 20, T 6 N, R 4 E, 21 1/2 FEET SOUTHEAST
 BX0541'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END
 BX0541'OF THE NORTHEAST CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER
 BX0541'CAMP BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0827 ***********************************************************************
 BX0827  DESIGNATION -  B 238
 BX0827  PID         -  BX0827
 BX0827  STATE/COUNTY-  LA/AVOYELLES
 BX0827  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0827
 BX0827                         *CURRENT SURVEY CONTROL
 BX0827  ___________________________________________________________________
 BX0827* NAD 83(1986)-  31 11 35.     (N)    092 06 44.     (W)     SCALED    
 BX0827* NAVD 88     -        22.795  (meters)      74.79   (feet)  ADJUSTED  
 BX0827  ___________________________________________________________________
 BX0827  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX0827  DYNAMIC HT  -          22.767 (meters)      74.69  (feet)  COMP
 BX0827  MODELED GRAV-     979,400.8   (mgal)                       NAVD 88
 BX0827
 BX0827  VERT ORDER  -  FIRST     CLASS I
 BX0827
 BX0827.The horizontal coordinates were scaled from a topographic map and have
 BX0827.an estimated accuracy of +/- 6 seconds.
 BX0827
 BX0827.The orthometric height was determined by differential leveling
 BX0827.and adjusted by the National Geodetic Survey in February 1994..
 BX0827
 BX0827.The geoid height was determined by GEOID03.
 BX0827
 BX0827.The dynamic height is computed by dividing the NAVD 88
 BX0827.geopotential number by the normal gravity value computed on the
 BX0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0827.degrees latitude (g = 980.6199 gals.).
 BX0827
 BX0827.The modeled gravity was interpolated from observed gravity values.
 BX0827
 BX0827;                    North         East    Units  Estimated Accuracy
 BX0827;SPC LA N     -    76,910.    1,036,960.      MT  (+/- 180 meters Scaled)
 BX0827
 BX0827                          SUPERSEDED SURVEY CONTROL
 BX0827
 BX0827  NAVD 88 (06/15/91)   22.805  (m)           74.82   (f) UNKNOWN     1 1
 BX0827  NGVD 29 (??/??/??)   22.759  (m)           74.67   (f) ADJUSTED    1 1
 BX0827
 BX0827.Superseded values are not recommended for survey control.
 BX0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0827.See file dsdata.txt to determine how the superseded data were derived.
 BX0827
 BX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ845513(NAD 83)
 BX0827_MARKER: DB = BENCH MARK DISK
 BX0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0827_SP_SET: CULVERT
 BX0827_STAMPING: B 238 1966
 BX0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0827
 BX0827  HISTORY     - Date     Condition        Report By
 BX0827  HISTORY     - 1966     MONUMENTED       CGS
 BX0827  HISTORY     - 1977     GOOD             NGS
 BX0827
 BX0827                          STATION DESCRIPTION
 BX0827
 BX0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0827'5.5 MI NW FROM MARKSVILLE.
 BX0827'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0827'COURTHOUSE AT MARKSVILLE, IN SECTION 5, T 3 N, R 4 E, AT A CURVE AND
 BX0827'132 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 1/2 FEET
 BX0827'SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD WHICH LEADS NORTHWEST TO
 BX0827'THE MONCLA CHURCH AND CEMETERY AND WHICH WAS FORMERLY THE MAIN
 BX0827'HIGHWAY, 40 1/2 FEET NORTH OF A POWER POLE BEARING A TRANSFORMER, SET
 BX0827'IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE HEAD WALL OF A BOX
 BX0827'CULVERT UNDER THE PAVED ROAD, AND ABOUT LEVEL WITH THE ROAD.
 BX0827
 BX0827                          STATION RECOVERY (1977)
 BX0827
 BX0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0779 ***********************************************************************
 BX0779  DESIGNATION -  B 239
 BX0779  PID         -  BX0779
 BX0779  STATE/COUNTY-  LA/AVOYELLES
 BX0779  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0779
 BX0779                         *CURRENT SURVEY CONTROL
 BX0779  ___________________________________________________________________
 BX0779* NAD 83(1986)-  31 02 52.     (N)    092 02 24.     (W)     SCALED    
 BX0779* NAVD 88     -        24.312  (meters)      79.76   (feet)  ADJUSTED  
 BX0779  ___________________________________________________________________
 BX0779  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX0779  DYNAMIC HT  -          24.282 (meters)      79.67  (feet)  COMP
 BX0779  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 BX0779
 BX0779  VERT ORDER  -  FIRST     CLASS I
 BX0779
 BX0779.The horizontal coordinates were scaled from a topographic map and have
 BX0779.an estimated accuracy of +/- 6 seconds.
 BX0779
 BX0779.The orthometric height was determined by differential leveling
 BX0779.and adjusted by the National Geodetic Survey in February 1994..
 BX0779
 BX0779.The geoid height was determined by GEOID03.
 BX0779
 BX0779.The dynamic height is computed by dividing the NAVD 88
 BX0779.geopotential number by the normal gravity value computed on the
 BX0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0779.degrees latitude (g = 980.6199 gals.).
 BX0779
 BX0779.The modeled gravity was interpolated from observed gravity values.
 BX0779
 BX0779;                    North         East    Units  Estimated Accuracy
 BX0779;SPC LA N     -    60,830.    1,043,910.      MT  (+/- 180 meters Scaled)
 BX0779
 BX0779                          SUPERSEDED SURVEY CONTROL
 BX0779
 BX0779  NAVD 88 (06/15/91)   24.331  (m)           79.83   (f) UNKNOWN     1 1
 BX0779  NGVD 29 (??/??/??)   24.294  (m)           79.70   (f) ADJUSTED    1 1
 BX0779
 BX0779.Superseded values are not recommended for survey control.
 BX0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0779.See file dsdata.txt to determine how the superseded data were derived.
 BX0779
 BX0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ916352(NAD 83)
 BX0779_MARKER: DB = BENCH MARK DISK
 BX0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0779_SP_SET: CULVERT
 BX0779_STAMPING: B 239 1966
 BX0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0779
 BX0779  HISTORY     - Date     Condition        Report By
 BX0779  HISTORY     - 1966     MONUMENTED       CGS
 BX0779  HISTORY     - 1977     GOOD             NGS
 BX0779  HISTORY     - 19870930 GOOD             USPSQD
 BX0779
 BX0779                          STATION DESCRIPTION
 BX0779
 BX0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0779'0.85 MI SE FROM MANSURA.
 BX0779'ABOUT 0.85 MILE SOUTHEAST ALONG STATE HIGHWAYS 1 AND 1186 FROM THE
 BX0779'POST OFFICE AT MANSURA, IN SECTION 58, T 1 N, R 4 E, 85 FEET NORTHWEST
 BX0779'OF THE NORTHWEST CORNER OF SHEPS CAFE AND LOUNGE, 55 FEET SOUTHEAST OF
 BX0779'THE CENTER OF THE INTERSECTION OF STATE HIGHWAYS 1, 114, AND 1186, 50
 BX0779'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAYS 1 AND 1186 LEADING
 BX0779'EAST, 22 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 114 LEADING
 BX0779'SOUTH, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL
 BX0779'OF A BOX CULVERT WITH  A RETAINING WALL WHICH EXTENDS SOUTH FROM THE
 BX0779'WEST END OF THE HEAD WALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BX0779'HIGHWAYS.
 BX0779
 BX0779                          STATION RECOVERY (1977)
 BX0779
 BX0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0779'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE POST OFFICE
 BX0779'AT MANSURA, AT THE JUNCTION OF STATE HIGHWAYS 114 AND 1186, 85
 BX0779'FEET NORTHWEST OF THE NORTHWEST CORNER OF KYRLES CAFE AND
 BX0779'LOUNGE, 55 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 BX0779'OF STATE HIGHWAYS 114 AND 1186, 50 FEET SOUTH OF THE CENTER
 BX0779'LINE OF HIGHWAY 1186 LEADING EAST, 22 FEET EAST OF CENTER
 BX0779'LINE OF HIGHWAY 114 LEADING SOUTH, SET IN THE TOP OF THE WEST
 BX0779'END OF THE SOUTH CONCRETE HEAD WALL OF A BOXED CULVERT WITH
 BX0779'A RETAINING WALL WHICH EXTENDS SOUTH OF THE HEAD WALL.
 BX0779
 BX0779                          STATION RECOVERY (1987)
 BX0779
 BX0779'RECOVERY NOTE BY US POWER SQUADRON 1987 (WM)
 BX0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0482 ***********************************************************************
 CQ0482  DESIGNATION -  B 242
 CQ0482  PID         -  CQ0482
 CQ0482  STATE/COUNTY-  LA/OUACHITA
 CQ0482  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0482
 CQ0482                         *CURRENT SURVEY CONTROL
 CQ0482  ___________________________________________________________________
 CQ0482* NAD 83(1986)-  32 25 57.     (N)    092 06 18.     (W)     SCALED    
 CQ0482* NAVD 88     -        21.67   (+/-2cm)      71.1    (feet)  VERTCON   
 CQ0482  ___________________________________________________________________
 CQ0482  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0482
 CQ0482  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0482
 CQ0482.The horizontal coordinates were scaled from a topographic map and have
 CQ0482.an estimated accuracy of +/- 6 seconds.
 CQ0482
 CQ0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0482.The vertical order pertains to the NGVD 29 superseded value.
 CQ0482
 CQ0482.The geoid height was determined by GEOID03.
 CQ0482
 CQ0482;                    North         East    Units  Estimated Accuracy
 CQ0482;SPC LA N     -   214,340.    1,037,150.      MT  (+/- 180 meters Scaled)
 CQ0482
 CQ0482                          SUPERSEDED SURVEY CONTROL
 CQ0482
 CQ0482  NGVD 29 (??/??/??)   21.710  (m)           71.23   (f) ADJUSTED    1 2
 CQ0482
 CQ0482.Superseded values are not recommended for survey control.
 CQ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0482.See file dsdata.txt to determine how the superseded data were derived.
 CQ0482
 CQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR841887(NAD 83)
 CQ0482_MARKER: DB = BENCH MARK DISK
 CQ0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0482_SP_SET: CULVERT
 CQ0482_STAMPING: B 242 1966
 CQ0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0482
 CQ0482  HISTORY     - Date     Condition        Report By
 CQ0482  HISTORY     - 1966     MONUMENTED       CGS
 CQ0482  HISTORY     - 1990     GOOD             USPSQD
 CQ0482  HISTORY     - 1990     GOOD             USPSQD
 CQ0482  HISTORY     - 1991     GOOD             USPSQD
 CQ0482
 CQ0482                          STATION DESCRIPTION
 CQ0482
 CQ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0482'5.75 MI S FROM MONROE.
 CQ0482'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0482'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0482'THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 165, IN SECTION 30, T 17 N,
 CQ0482'R 4 E, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CQ0482'CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL OF A DOUBLE-CHANNELED
 CQ0482'CONCRETE BOX CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ0482
 CQ0482                          STATION RECOVERY (1990)
 CQ0482
 CQ0482'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0482'RECOVERED IN GOOD CONDITION.
 CQ0482
 CQ0482                          STATION RECOVERY (1990)
 CQ0482
 CQ0482'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0482'RECOVERED IN GOOD CONDITION.
 CQ0482
 CQ0482                          STATION RECOVERY (1991)
 CQ0482
 CQ0482'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0504 ***********************************************************************
 CQ0504  DESIGNATION -  B 243 RESET 1971
 CQ0504  PID         -  CQ0504
 CQ0504  STATE/COUNTY-  LA/CALDWELL
 CQ0504  USGS QUAD   -  COLUMBIA (1989)
 CQ0504
 CQ0504                         *CURRENT SURVEY CONTROL
 CQ0504  ___________________________________________________________________
 CQ0504* NAD 83(1986)-  32 06 11.     (N)    092 02 27.     (W)     SCALED    
 CQ0504* NAVD 88     -        18.52   (+/-2cm)      60.8    (feet)  VERTCON   
 CQ0504  ___________________________________________________________________
 CQ0504  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0504
 CQ0504  VERT ORDER  -  THIRD (See Below)
 CQ0504
 CQ0504.The horizontal coordinates were scaled from a topographic map and have
 CQ0504.an estimated accuracy of +/- 6 seconds.
 CQ0504
 CQ0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0504.The vertical order pertains to the NGVD 29 superseded value.
 CQ0504
 CQ0504.The geoid height was determined by GEOID03.
 CQ0504
 CQ0504;                    North         East    Units  Estimated Accuracy
 CQ0504;SPC LA N     -   177,830.    1,043,340.      MT  (+/- 180 meters Scaled)
 CQ0504
 CQ0504                          SUPERSEDED SURVEY CONTROL
 CQ0504
 CQ0504  NGVD 29 (??/??/??)   18.55   (m)           60.9    (f) RESET       3  
 CQ0504
 CQ0504.Superseded values are not recommended for survey control.
 CQ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0504.See file dsdata.txt to determine how the superseded data were derived.
 CQ0504
 CQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR904522(NAD 83)
 CQ0504_MARKER: DB = BENCH MARK DISK
 CQ0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0504_SP_SET: FOUNDATION
 CQ0504_STAMPING: B 243 RESET 1971
 CQ0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0504
 CQ0504  HISTORY     - Date     Condition        Report By
 CQ0504  HISTORY     - 1971     MONUMENTED       NGS
 CQ0504  HISTORY     - 1990     GOOD             USPSQD
 CQ0504
 CQ0504                          STATION DESCRIPTION
 CQ0504
 CQ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0504'2.85 MI E FROM COLUMBIA.
 CQ0504'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTH END OF THE
 CQ0504'BRIDGE OVER THE OUACHITA RIVER IN COLUMBIA, THENCE 2.25 MILES EAST
 CQ0504'ALONG STATE HIGHWAY 4, IN SEC. 15, T 13 N, R4E, 65 FEET NORTH OF THE
 CQ0504'CENTER OF STATE HIGHWAY 4, 158 FEET EAST OF THE CENTER OF A DRAINAGE
 CQ0504'DITCH AND EXTENTION OF THE CENTER OF A CONCRETE CULVERT, 200 FEET WEST
 CQ0504'OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT WEST OF A
 CQ0504'METAL WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED TO A 4 FOOT
 CQ0504'SECTION OF 5/8 INCH COPPER WELD ROAD FASTENED TO A 10-INCH SQUARE IRON
 CQ0504'PLATE, ENCASED IN A 4-INCH ORANGEBURG PIPE, PROJECTING 2 INCHES.
 CQ0504
 CQ0504                          STATION RECOVERY (1990)
 CQ0504
 CQ0504'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1896 ***********************************************************************
 CP1896  DESIGNATION -  B 244
 CP1896  PID         -  CP1896
 CP1896  STATE/COUNTY-  LA/FRANKLIN
 CP1896  USGS QUAD   -  WINNSBORO (1983)
 CP1896
 CP1896                         *CURRENT SURVEY CONTROL
 CP1896  ___________________________________________________________________
 CP1896* NAD 83(1986)-  32 10 06.     (N)    091 43 23.     (W)     SCALED    
 CP1896* NAVD 88     -        21.79   (+/-2cm)      71.5    (feet)  VERTCON   
 CP1896  ___________________________________________________________________
 CP1896  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP1896
 CP1896  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1896
 CP1896.The horizontal coordinates were scaled from a topographic map and have
 CP1896.an estimated accuracy of +/- 6 seconds.
 CP1896
 CP1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1896.The vertical order pertains to the NGVD 29 superseded value.
 CP1896
 CP1896.The geoid height was determined by GEOID03.
 CP1896
 CP1896;                    North         East    Units  Estimated Accuracy
 CP1896;SPC LA N     -   185,240.    1,073,280.      MT  (+/- 180 meters Scaled)
 CP1896
 CP1896                          SUPERSEDED SURVEY CONTROL
 CP1896
 CP1896  NGVD 29 (??/??/92)   21.810  (m)           71.56   (f) ADJ UNCH    1 2
 CP1896
 CP1896.Superseded values are not recommended for survey control.
 CP1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1896.See file dsdata.txt to determine how the superseded data were derived.
 CP1896
 CP1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR203598(NAD 83)
 CP1896_MARKER: DB = BENCH MARK DISK
 CP1896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1896_SP_SET: CULVERT
 CP1896_STAMPING: B 244 - 1966
 CP1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1896
 CP1896  HISTORY     - Date     Condition        Report By
 CP1896  HISTORY     - 1966     MONUMENTED       CGS
 CP1896  HISTORY     - 1970     GOOD             LADTD
 CP1896
 CP1896                          STATION DESCRIPTION
 CP1896
 CP1896'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1896'0.5 MI W FROM WINNSBORO.
 CP1896'ABOUT 0.5 MILE WEST ALONG MAIN STREET, KENLOCH STREET AND LOUISIANA
 CP1896'HIGHWAY 4 FROM THE COURT HOUSE IN WINNSBORO, AT THE INTERSECTION OF
 CP1896'LOUISIANA HIGHWAY 4 AND MISSOURI PACIFIC RAILROAD.  IT IS 41 FEET
 CP1896'SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 4, 36 FEET SOUTHWEST OF
 CP1896'THE SOUTH WEST RAIL OF THE MAIN TRACK OF THE MISSOURI PACIFIC
 CP1896'RAILROAD, 120. FEET EAST OF THE CENTER OF THE INTERSECTION OF
 CP1896'LOUISIANA HIGHWAYS 15, 4 AND 130, 35 FEET NORTHEAST OF THE CENTERLINE
 CP1896'OF LOUISIANA HIGHWAY 15, ABOUT 15 FEET SOUTH OF A RAILROAD CROSSING
 CP1896'SIGNAL.  SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 CP1896'HEADWALL OF A CULVERT WHICH PASSES UNDER LOUISIANA HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3331 ***********************************************************************
 CP3331  DESIGNATION -  B 244 RESET
 CP3331  PID         -  CP3331
 CP3331  STATE/COUNTY-  LA/FRANKLIN
 CP3331  USGS QUAD   -  WINNSBORO (1983)
 CP3331
 CP3331                         *CURRENT SURVEY CONTROL
 CP3331  ___________________________________________________________________
 CP3331* NAD 83(1986)-  32 10 06.     (N)    091 43 23.     (W)     SCALED    
 CP3331* NAVD 88     -        22.03   (+/-2cm)      72.3    (feet)  VERTCON   
 CP3331  ___________________________________________________________________
 CP3331  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP3331
 CP3331  VERT ORDER  -  THIRD (See Below)
 CP3331
 CP3331.The horizontal coordinates were scaled from a topographic map and have
 CP3331.an estimated accuracy of +/- 6 seconds.
 CP3331
 CP3331.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3331.The vertical order pertains to the NGVD 29 superseded value.
 CP3331
 CP3331.The geoid height was determined by GEOID03.
 CP3331
 CP3331;                    North         East    Units  Estimated Accuracy
 CP3331;SPC LA N     -   185,240.    1,073,280.      MT  (+/- 180 meters Scaled)
 CP3331
 CP3331                          SUPERSEDED SURVEY CONTROL
 CP3331
 CP3331  NGVD 29 (09/18/05)   22.05   (m)           72.3    (f) RESET       3  
 CP3331
 CP3331.Superseded values are not recommended for survey control.
 CP3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3331.See file dsdata.txt to determine how the superseded data were derived.
 CP3331
 CP3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR203598(NAD 83)
 CP3331_MARKER: DD = SURVEY DISK
 CP3331_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP3331_SP_SET: STAINLESS STEEL ROD
 CP3331_STAMPING: B 244 RESET 1984
 CP3331_MARK LOGO: LADTD 
 CP3331_PROJECTION: FLUSH
 CP3331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3331_ROD/PIPE-DEPTH: 4.88 meters
 CP3331
 CP3331  HISTORY     - Date     Condition        Report By
 CP3331  HISTORY     - 1984     MONUMENTED       LADTD
 CP3331
 CP3331                          STATION DESCRIPTION
 CP3331
 CP3331'DESCRIBED BY LA TRANSP AND DEV 1984
 CP3331'0.8 KM (0.50 MI) WEST FROM WINNSBORO.
 CP3331'MARK IS AT THE JUNCTION OF STATE HIGHWAY 15 (FRONT STREET) AND STATE
 CP3331'HIGHWAY 17 (TAYLOR STREET) IN WINNSBORO, 37.2 M (122.0 FT) SOUTHEAST
 CP3331'OF THE SOUTH CORNER OF A SERVICE STATION, 19.8 M (65.0 FT) WEST
 CP3331'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 15 (FRONT STREET), 9.0 M
 CP3331'(29.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 17 (TAYLOR
 CP3331'STREET), 17.7 M (58.1 FT) SOUTH OF A POWERPOLE WITH TWO GUY WIRES.
 CP3331'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CP3331'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 CP3331'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1759 ***********************************************************************
 CP1759  DESIGNATION -  B 245
 CP1759  PID         -  CP1759
 CP1759  STATE/COUNTY-  LA/RICHLAND
 CP1759  USGS QUAD   -  RAYVILLE (1982)
 CP1759
 CP1759                         *CURRENT SURVEY CONTROL
 CP1759  ___________________________________________________________________
 CP1759* NAD 83(1986)-  32 28 37.     (N)    091 45 47.     (W)     SCALED    
 CP1759* NAVD 88     -        23.841  (meters)      78.22   (feet)  ADJUSTED  
 CP1759  ___________________________________________________________________
 CP1759  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP1759  DYNAMIC HT  -          23.814 (meters)      78.13  (feet)  COMP
 CP1759  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 CP1759
 CP1759  VERT ORDER  -  FIRST     CLASS I
 CP1759
 CP1759.The horizontal coordinates were scaled from a topographic map and have
 CP1759.an estimated accuracy of +/- 6 seconds.
 CP1759
 CP1759.The orthometric height was determined by differential leveling
 CP1759.and adjusted by the National Geodetic Survey in June 1991..
 CP1759
 CP1759.The geoid height was determined by GEOID03.
 CP1759
 CP1759.The dynamic height is computed by dividing the NAVD 88
 CP1759.geopotential number by the normal gravity value computed on the
 CP1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1759.degrees latitude (g = 980.6199 gals.).
 CP1759
 CP1759.The modeled gravity was interpolated from observed gravity values.
 CP1759
 CP1759;                    North         East    Units  Estimated Accuracy
 CP1759;SPC LA N     -   219,430.    1,069,270.      MT  (+/- 180 meters Scaled)
 CP1759
 CP1759                          SUPERSEDED SURVEY CONTROL
 CP1759
 CP1759  NGVD 29 (??/??/??)   23.872  (m)           78.32   (f) ADJUSTED    1 1
 CP1759
 CP1759.Superseded values are not recommended for survey control.
 CP1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1759.See file dsdata.txt to determine how the superseded data were derived.
 CP1759
 CP1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR162939(NAD 83)
 CP1759_MARKER: DB = BENCH MARK DISK
 CP1759_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1759_SP_SET: CULVERT HEADWALL
 CP1759_STAMPING: B 245 1966
 CP1759_MARK LOGO: CGS   
 CP1759_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1759+STABILITY: SURFACE MOTION
 CP1759
 CP1759  HISTORY     - Date     Condition        Report By
 CP1759  HISTORY     - 1966     MONUMENTED       CGS
 CP1759  HISTORY     - 1969     GOOD             NGS
 CP1759  HISTORY     - 19861231 GOOD             LADTD
 CP1759  HISTORY     - 1991     GOOD             USPSQD
 CP1759
 CP1759                          STATION DESCRIPTION
 CP1759
 CP1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1759'0.35 MI W FROM RAYVILLE.
 CP1759'0.35 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1759'AT RAYVILLE, IN SECTION 8, T 17 N, R 7 E, 7 POLES WEST OF MILEPOST 51,
 CP1759'NEAR A WOODEN TRESTLE, 82 FEET NORTH OF THE NORTH RAIL, 17 FEET SOUTH
 CP1759'OF THE CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE EAST END
 CP1759'OF THE SOUTH CONCRETE HEAD WALL OF A DOUBLE-CHANNELED CONCRETE BOX
 CP1759'CULVERT UNDER THE HIGHWAY, 53 FEET NORTHWEST OF A MOTEL SIGN POST, AND
 CP1759'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CP1759
 CP1759                          STATION RECOVERY (1969)
 CP1759
 CP1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1759'RECOVERED IN GOOD CONDITION.
 CP1759
 CP1759                          STATION RECOVERY (1986)
 CP1759
 CP1759'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 CP1759'RECOVERED IN GOOD CONDITION.
 CP1759
 CP1759                          STATION RECOVERY (1991)
 CP1759
 CP1759'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2593 ***********************************************************************
 CQ2593  DESIGNATION -  B 246
 CQ2593  PID         -  CQ2593
 CQ2593  STATE/COUNTY-  LA/OUACHITA
 CQ2593  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2593
 CQ2593                         *CURRENT SURVEY CONTROL
 CQ2593  ___________________________________________________________________
 CQ2593* NAD 83(1986)-  32 28 28.     (N)    092 04 03.     (W)     SCALED    
 CQ2593* NAVD 88     -        20.909  (meters)      68.60   (feet)  ADJUSTED  
 CQ2593  ___________________________________________________________________
 CQ2593  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2593  DYNAMIC HT  -          20.885 (meters)      68.52  (feet)  COMP
 CQ2593  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 CQ2593
 CQ2593  VERT ORDER  -  SECOND    CLASS I
 CQ2593
 CQ2593.The horizontal coordinates were scaled from a topographic map and have
 CQ2593.an estimated accuracy of +/- 6 seconds.
 CQ2593
 CQ2593.The orthometric height was determined by differential leveling
 CQ2593.and adjusted by the National Geodetic Survey in May 1997..
 CQ2593
 CQ2593.The geoid height was determined by GEOID03.
 CQ2593
 CQ2593.The dynamic height is computed by dividing the NAVD 88
 CQ2593.geopotential number by the normal gravity value computed on the
 CQ2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2593.degrees latitude (g = 980.6199 gals.).
 CQ2593
 CQ2593.The modeled gravity was interpolated from observed gravity values.
 CQ2593
 CQ2593;                    North         East    Units  Estimated Accuracy
 CQ2593;SPC LA N     -   219,000.    1,040,660.      MT  (+/- 180 meters Scaled)
 CQ2593
 CQ2593                          SUPERSEDED SURVEY CONTROL
 CQ2593
 CQ2593.No superseded survey control is available for this station.
 CQ2593
 CQ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR876934(NAD 83)
 CQ2593_MARKER: DB = BENCH MARK DISK
 CQ2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2593_SP_SET: CONCRETE POST
 CQ2593_STAMPING: B 246 1966
 CQ2593_MARK LOGO: CGS   
 CQ2593_PROJECTION: PROJECTING 15 CENTIMETERS
 CQ2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2593+STABILITY: SURFACE MOTION
 CQ2593
 CQ2593  HISTORY     - Date     Condition        Report By
 CQ2593  HISTORY     - 1966     MONUMENTED       CGS
 CQ2593  HISTORY     - 1983     GOOD             LADTD
 CQ2593  HISTORY     - 1990     GOOD             USPSQD
 CQ2593  HISTORY     - 1991     GOOD             USPSQD
 CQ2593  HISTORY     - 19910423 GOOD             USPSQD
 CQ2593
 CQ2593                          STATION DESCRIPTION
 CQ2593
 CQ2593'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2593'6.4 KM (4 MI) SE FROM MONROE.
 CQ2593'ABOUT 3.2 KM (2.0 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2593'THE STATION AT MONROE, THENCE 3.2 KM (2.0 MILES) SOUTH ALONG NUTLAND
 CQ2593'ROAD, IN SECTION 9, T 17 N, R 4 E, AT THE JUNCTION OF THE ROAD AND
 CQ2593'MCQUIRE ROAD, 42.1 METERS (138 FEET) EAST OF THE CENTER LINE OF THE
 CQ2593'ROAD, 4.1 METERS (30 FEET) SOUTH OF THE CENTER LINE OF MCQUIRE ROAD,
 CQ2593'31.4 METERS (103 FEET) EAST OF A POWER POLE, 0.3 METER (1.0 FT)
 CQ2593'SOUTH OF A FENCE.
 CQ2593'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CQ2593'THE MARK IS 0.9 M ABOVE NUTLAND ROAD.
 CQ2593
 CQ2593                          STATION RECOVERY (1990)
 CQ2593
 CQ2593'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2593'RECOVERED IN GOOD CONDITION.
 CQ2593
 CQ2593                          STATION RECOVERY (1991)
 CQ2593
 CQ2593'RECOVERY NOTE BY US POWER SQUADRON 1991 (GW)
 CQ2593'RECOVERED IN GOOD CONDITION.
 CQ2593
 CQ2593                          STATION RECOVERY (1991)
 CQ2593
 CQ2593'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1907 ***********************************************************************
 CP1907  DESIGNATION -  B 247
 CP1907  PID         -  CP1907
 CP1907  STATE/COUNTY-  LA/FRANKLIN
 CP1907  USGS QUAD   -  WINNSBORO (1983)
 CP1907
 CP1907                         *CURRENT SURVEY CONTROL
 CP1907  ___________________________________________________________________
 CP1907* NAD 83(1986)-  32 09 27.     (N)    091 40 01.     (W)     SCALED    
 CP1907* NAVD 88     -        24.26   (+/-2cm)      79.6    (feet)  VERTCON   
 CP1907  ___________________________________________________________________
 CP1907  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP1907
 CP1907  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1907
 CP1907.The horizontal coordinates were scaled from a topographic map and have
 CP1907.an estimated accuracy of +/- 6 seconds.
 CP1907
 CP1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1907.The vertical order pertains to the NGVD 29 superseded value.
 CP1907
 CP1907.The geoid height was determined by GEOID03.
 CP1907
 CP1907;                    North         East    Units  Estimated Accuracy
 CP1907;SPC LA N     -   184,080.    1,078,580.      MT  (+/- 180 meters Scaled)
 CP1907
 CP1907                          SUPERSEDED SURVEY CONTROL
 CP1907
 CP1907  NGVD 29 (??/??/92)   24.274  (m)           79.64   (f) ADJ UNCH    1 2
 CP1907
 CP1907.Superseded values are not recommended for survey control.
 CP1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1907.See file dsdata.txt to determine how the superseded data were derived.
 CP1907
 CP1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR257586(NAD 83)
 CP1907_MARKER: DB = BENCH MARK DISK
 CP1907_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1907_SP_SET: 105 FT.
 CP1907_STAMPING: B 247 1966
 CP1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1907
 CP1907  HISTORY     - Date     Condition        Report By
 CP1907  HISTORY     - 1966     MONUMENTED       CGS
 CP1907
 CP1907                          STATION DESCRIPTION
 CP1907
 CP1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1907'2.95 MI E FROM WINNSBORO.
 CP1907'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1907'WINNSBORO, THENCE 2.55 MILES EAST ALONG STATE HIGHWAY 4, IN SECTION
 CP1907'33, T 14 N, R 8 E, 41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 63
 CP1907'FEET WEST OF A POWER POLE, 43 FEET WEST OF THE CENTER OF A FIELD
 CP1907'ENTRANCE, 1 FOOT NORTH OF A FENCE, 0.5 FOOT EAST OF A METAL WITNESS
 CP1907'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP
 CP1907'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 105 FEET
 CP1907'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1456 ***********************************************************************
 BW1456  DESIGNATION -  B 248
 BW1456  PID         -  BW1456
 BW1456  STATE/COUNTY-  LA/CATAHOULA
 BW1456  USGS QUAD   -  FOULES (1983)
 BW1456
 BW1456                         *CURRENT SURVEY CONTROL
 BW1456  ___________________________________________________________________
 BW1456* NAD 83(1986)-  31 47 57.     (N)    091 34 55.     (W)     SCALED    
 BW1456* NAVD 88     -        19.89   (+/-2cm)      65.3    (feet)  VERTCON   
 BW1456  ___________________________________________________________________
 BW1456  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1456
 BW1456  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1456
 BW1456.The horizontal coordinates were scaled from a topographic map and have
 BW1456.an estimated accuracy of +/- 6 seconds.
 BW1456
 BW1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1456.The vertical order pertains to the NGVD 29 superseded value.
 BW1456
 BW1456.The geoid height was determined by GEOID03.
 BW1456
 BW1456;                    North         East    Units  Estimated Accuracy
 BW1456;SPC LA N     -   144,410.    1,086,930.      MT  (+/- 180 meters Scaled)
 BW1456
 BW1456                          SUPERSEDED SURVEY CONTROL
 BW1456
 BW1456  NGVD 29 (??/??/92)   19.899  (m)           65.29   (f) ADJ UNCH    1 2
 BW1456
 BW1456.Superseded values are not recommended for survey control.
 BW1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1456.See file dsdata.txt to determine how the superseded data were derived.
 BW1456
 BW1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR342190(NAD 83)
 BW1456_MARKER: DB = BENCH MARK DISK
 BW1456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1456_SP_SET: CULVERT
 BW1456_STAMPING: B 248 1966
 BW1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1456
 BW1456  HISTORY     - Date     Condition        Report By
 BW1456  HISTORY     - 1966     MONUMENTED       CGS
 BW1456
 BW1456                          STATION DESCRIPTION
 BW1456
 BW1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1456'6.15 MI SE FROM SICILY ISLAND.
 BW1456'ABOUT 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1456'POST OFFICE AT SICILY ISLAND, THENCE 6.05 MILES SOUTHEAST ALONG STATE
 BW1456'HIGHWAY 15, OR ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM
 BW1456'THE PUBLIC ELEMENTARY SCHOOL AT CLAYTON, IN SECTION 31, T 10 N, R 9 E,
 BW1456'23 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTHEAST
 BW1456'OF THE NORTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 45 FEET EAST
 BW1456'OF MILEPOST 629-20, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST
 BW1456'CONCRETE HEAD WALL OF A CONCRETE CULVERT, AND ABOUT LEVEL WITH THE
 BW1456'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1076 ***********************************************************************
 CP1076  DESIGNATION -  B 25
 CP1076  PID         -  CP1076
 CP1076  STATE/COUNTY-  LA/WEST CARROLL
 CP1076  USGS QUAD   -  FISKE (1988)
 CP1076
 CP1076                         *CURRENT SURVEY CONTROL
 CP1076  ___________________________________________________________________
 CP1076* NAD 83(1986)-  32 53 12.     (N)    091 22 31.     (W)     SCALED    
 CP1076* NAVD 88     -        34.142  (meters)     112.01   (feet)  ADJUSTED  
 CP1076  ___________________________________________________________________
 CP1076  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1076  DYNAMIC HT  -          34.105 (meters)     111.89  (feet)  COMP
 CP1076  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 CP1076
 CP1076  VERT ORDER  -  SECOND    CLASS 0
 CP1076
 CP1076.The horizontal coordinates were scaled from a topographic map and have
 CP1076.an estimated accuracy of +/- 6 seconds.
 CP1076
 CP1076.The orthometric height was determined by differential leveling
 CP1076.and adjusted by the National Geodetic Survey in June 1991..
 CP1076
 CP1076.The geoid height was determined by GEOID03.
 CP1076
 CP1076.The dynamic height is computed by dividing the NAVD 88
 CP1076.geopotential number by the normal gravity value computed on the
 CP1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1076.degrees latitude (g = 980.6199 gals.).
 CP1076
 CP1076.The modeled gravity was interpolated from observed gravity values.
 CP1076
 CP1076;                    North         East    Units  Estimated Accuracy
 CP1076;SPC LA N     -   265,180.    1,105,250.      MT  (+/- 180 meters Scaled)
 CP1076
 CP1076                          SUPERSEDED SURVEY CONTROL
 CP1076
 CP1076  NGVD 29 (??/??/92)   34.208  (m)          112.23   (f) ADJ UNCH    2 0
 CP1076
 CP1076.Superseded values are not recommended for survey control.
 CP1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1076.See file dsdata.txt to determine how the superseded data were derived.
 CP1076
 CP1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS519398(NAD 83)
 CP1076_MARKER: DB = BENCH MARK DISK
 CP1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1076_STAMPING: B-25 1935
 CP1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1076+STABILITY: SURFACE MOTION
 CP1076
 CP1076  HISTORY     - Date     Condition        Report By
 CP1076  HISTORY     - 1935     MONUMENTED       CGS
 CP1076
 CP1076                          STATION DESCRIPTION
 CP1076
 CP1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1076'2.0 MI N FROM OAK GROVE.
 CP1076'2 MILES NORTH OF, ALONG M.P. RY. FROM STATION 48 FEET SOUTHEAST OF
 CP1076'SOUTHEAST CORNER OF TIN ROOF SHED.  36.8 FEET WEST OF CENTERLINE OF
 CP1076'MISSOURI PACIFIC R.R. TRACK.  17.6 FEET SOUTH OF CENTERLINE OF CROSS
 CP1076'ROAD AND GATEWAY INTO ANDREW JACKSON FARM.  13.4 FEET EAST OF FENCE. 4
 CP1076'FEET SOUTH OF SECOND TELEGRAPH POLE SOUTH OF M.P.463-10.  TABLET SET
 CP1076'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0061 ***********************************************************************
 BW0061  DESIGNATION -  B 250
 BW0061  PID         -  BW0061
 BW0061  STATE/COUNTY-  LA/AVOYELLES
 BW0061  USGS QUAD   -  MOREAUVILLE (1996)
 BW0061
 BW0061                         *CURRENT SURVEY CONTROL
 BW0061  ___________________________________________________________________
 BW0061* NAD 83(1986)-  31 01 53.     (N)    091 56 32.     (W)     SCALED    
 BW0061* NAVD 88     -        13.941  (meters)      45.74   (feet)  ADJUSTED  
 BW0061  ___________________________________________________________________
 BW0061  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0061  DYNAMIC HT  -          13.924 (meters)      45.68  (feet)  COMP
 BW0061  MODELED GRAV-     979,388.7   (mgal)                       NAVD 88
 BW0061
 BW0061  VERT ORDER  -  FIRST     CLASS I
 BW0061
 BW0061.The horizontal coordinates were scaled from a topographic map and have
 BW0061.an estimated accuracy of +/- 6 seconds.
 BW0061
 BW0061.The orthometric height was determined by differential leveling
 BW0061.and adjusted by the National Geodetic Survey in February 1994..
 BW0061
 BW0061.The geoid height was determined by GEOID03.
 BW0061
 BW0061.The dynamic height is computed by dividing the NAVD 88
 BW0061.geopotential number by the normal gravity value computed on the
 BW0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0061.degrees latitude (g = 980.6199 gals.).
 BW0061
 BW0061.The modeled gravity was interpolated from observed gravity values.
 BW0061
 BW0061;                    North         East    Units  Estimated Accuracy
 BW0061;SPC LA N     -    59,060.    1,053,250.      MT  (+/- 180 meters Scaled)
 BW0061
 BW0061                          SUPERSEDED SURVEY CONTROL
 BW0061
 BW0061  NAVD 88 (06/15/91)   13.964  (m)           45.81   (f) UNKNOWN     1 1
 BW0061  NGVD 29 (??/??/??)   13.923  (m)           45.68   (f) ADJUSTED    1 1
 BW0061
 BW0061.Superseded values are not recommended for survey control.
 BW0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0061.See file dsdata.txt to determine how the superseded data were derived.
 BW0061
 BW0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ009335(NAD 83)
 BW0061_MARKER: DB = BENCH MARK DISK
 BW0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0061_SP_SET: BRIDGE
 BW0061_STAMPING: B 250 1966
 BW0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0061
 BW0061  HISTORY     - Date     Condition        Report By
 BW0061  HISTORY     - 1966     MONUMENTED       CGS
 BW0061  HISTORY     - 1977     GOOD             NGS
 BW0061  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 BW0061
 BW0061                          STATION DESCRIPTION
 BW0061
 BW0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0061'2.25 MI E FROM MOREAUVILLE.
 BW0061'ABOUT 2.25 MILES EAST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW0061'SOUTHERN RAILROAD STATION AT MOREAUVILLE, IN SECTION 27, T 1 N, R 5 E,
 BW0061'ABOUT 0.15 MILE WEST OF THE JUNCTION OF THE HIGHWAY WITH STATE
 BW0061'HIGHWAYS 114 AND 451, 104 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 BW0061'TRACK, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BW0061'TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE
 BW0061'HIGHWAY BRIDGE OVER BAYOU ROSEAU, AND ABOUT LEVEL WITH THE HIGHWAY.
 BW0061
 BW0061                          STATION RECOVERY (1977)
 BW0061
 BW0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0061'2.4 MILES EAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BW0061'HIGHWAYS 1 AND 451 AT MOREAUVILLE, 104 FEET SOUTH OF SOUTH RAIL
 BW0061'OF THE MAIN TRACK, 19.5 FEET NORTH OF THE CENTER LINE OF
 BW0061'HIGHWAY SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 BW0061'ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER BAYOU ROSEAV.
 BW0061
 BW0061                          STATION RECOVERY (2006)
 BW0061
 BW0061'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BW0061'CONCRETE HAS BEEN POURED AGAINST ALL ABUTMENTS OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0671 ***********************************************************************
 BW0671  DESIGNATION -  B 251
 BW0671  PID         -  BW0671
 BW0671  STATE/COUNTY-  LA/CONCORDIA
 BW0671  USGS QUAD   -  NATCHEZ (1976)
 BW0671
 BW0671                         *CURRENT SURVEY CONTROL
 BW0671  ___________________________________________________________________
 BW0671* NAD 83(1986)-  31 32 44.     (N)    091 28 51.     (W)     SCALED    
 BW0671* NAVD 88     -        17.84   (+/-2cm)      58.5    (feet)  VERTCON   
 BW0671  ___________________________________________________________________
 BW0671  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0671
 BW0671  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0671
 BW0671.The horizontal coordinates were scaled from a topographic map and have
 BW0671.an estimated accuracy of +/- 6 seconds.
 BW0671
 BW0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0671.The vertical order pertains to the NGVD 29 superseded value.
 BW0671
 BW0671.The geoid height was determined by GEOID03.
 BW0671
 BW0671;                    North         East    Units  Estimated Accuracy
 BW0671;SPC LA N     -   116,380.    1,096,770.      MT  (+/- 180 meters Scaled)
 BW0671
 BW0671                          SUPERSEDED SURVEY CONTROL
 BW0671
 BW0671  NGVD 29 (??/??/92)   17.84   (m)           58.5    (f) COMPUTED    1 2
 BW0671
 BW0671.Superseded values are not recommended for survey control.
 BW0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0671.See file dsdata.txt to determine how the superseded data were derived.
 BW0671
 BW0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ442910(NAD 83)
 BW0671_MARKER: DB = BENCH MARK DISK
 BW0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0671_STAMPING: B 251 1966
 BW0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0671+STABILITY: SURFACE MOTION
 BW0671
 BW0671  HISTORY     - Date     Condition        Report By
 BW0671  HISTORY     - 1966     MONUMENTED       CGS
 BW0671  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW0671
 BW0671                          STATION DESCRIPTION
 BW0671
 BW0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0671'3.95 MI SW FROM VIDALIA.
 BW0671'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0671'AT VIDALIA, THENCE 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 131, IN
 BW0671'SECTION 22, T 7 N, R 4 W, ABOUT 153 YARDS NORTHEAST OF A GAS BURNER ON
 BW0671'THE SOUTH SIDE OF 4 SMALL STORAGE TANKS, ABOUT 150 FEET WEST OF THE
 BW0671'WEST EDGE OF A SMALL LAKE, 37 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 BW0671'HIGHWAY, 65 FEET WEST OF THE EXTENDED CENTER LINE OF A FIELD ROAD
 BW0671'LEADING NORTH, 78 FEET WEST OF THE CENTER OF A METAL GATE, 8 1/2 FEET
 BW0671'WEST OF TELEPHONE POLE NUMBER 38 WHICH IS BRACED BY A GUY WIRE, 2 FEET
 BW0671'SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2
 BW0671'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BW0671'CONCRETE POST PROJECTING 6 INCHES.
 BW0671
 BW0671                          STATION RECOVERY (1979)
 BW0671
 BW0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0671'NOT RECOVERED-AREA DESCRIBED IS NOW A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1247 ***********************************************************************
 BW1247  DESIGNATION -  B 252
 BW1247  PID         -  BW1247
 BW1247  STATE/COUNTY-  LA/CONCORDIA
 BW1247  USGS QUAD   -  FAIRVIEW (1983)
 BW1247
 BW1247                         *CURRENT SURVEY CONTROL
 BW1247  ___________________________________________________________________
 BW1247* NAD 83(1986)-  31 16 59.     (N)    091 36 15.     (W)     SCALED    
 BW1247* NAVD 88     -        16.50   (+/-2cm)      54.1    (feet)  VERTCON   
 BW1247  ___________________________________________________________________
 BW1247  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1247
 BW1247  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1247
 BW1247.The horizontal coordinates were scaled from a topographic map and have
 BW1247.an estimated accuracy of +/- 6 seconds.
 BW1247
 BW1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1247.The vertical order pertains to the NGVD 29 superseded value.
 BW1247
 BW1247.The geoid height was determined by GEOID03.
 BW1247
 BW1247;                    North         East    Units  Estimated Accuracy
 BW1247;SPC LA N     -    87,180.    1,085,300.      MT  (+/- 180 meters Scaled)
 BW1247
 BW1247                          SUPERSEDED SURVEY CONTROL
 BW1247
 BW1247  NGVD 29 (??/??/92)   16.48   (m)           54.1    (f) COMPUTED    1 2
 BW1247
 BW1247.Superseded values are not recommended for survey control.
 BW1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1247.See file dsdata.txt to determine how the superseded data were derived.
 BW1247
 BW1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ328618(NAD 83)
 BW1247_MARKER: DB = BENCH MARK DISK
 BW1247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1247_STAMPING: B 252 1966
 BW1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1247
 BW1247  HISTORY     - Date     Condition        Report By
 BW1247  HISTORY     - 1966     MONUMENTED       CGS
 BW1247  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1247
 BW1247                          STATION DESCRIPTION
 BW1247
 BW1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1247'9.55 MI NE FROM SHAW.
 BW1247'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1247'SCHOOLHOUSE AT SHAW, THENCE 1.9 MILES EAST ALONG A GRAVELED ROAD ON
 BW1247'THE TOP OF A LEVEE, IN SECTION 2, T 4 N, R 8 E, ABOUT 0.5 MILE EAST OF
 BW1247'A SMALL CEMETERY AND A CHURCH, ABOUT 0.55 MILE WEST OF THE A.L.
 BW1247'EIFLIND RANCHHOUSE, ABOUT 75 YARDS WEST OF A CURVE IN THE ROAD AND
 BW1247'LEVEE, 74 FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET SOUTHWEST
 BW1247'OF A POWER POLE, 10 FEET NORTHEAST OF A LARGE FORKED TREE WHICH IS THE
 BW1247'MORE EASTERLY OF 2 FORKED TREES, 2 FEET SOUTH OF AN OFFSET IN A FENCE
 BW1247'LINE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE
 BW1247'LEVEL OF THE ROAD, A DISK SET IN THE TOP OF A 5-INCH CAST IRON PIPE
 BW1247'THAT IS FILLED WITH CONCRETE AND WHICH PROJECTS 1 INCH.
 BW1247
 BW1247                          STATION RECOVERY (1979)
 BW1247
 BW1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1247'NOT RECOVERED-REFERENCE POINTS ARE NO LONGER AROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1174 ***********************************************************************
 BW1174  DESIGNATION -  B 253
 BW1174  PID         -  BW1174
 BW1174  STATE/COUNTY-  LA/CONCORDIA
 BW1174  USGS QUAD   -  DEER PARK (1983)
 BW1174
 BW1174                         *CURRENT SURVEY CONTROL
 BW1174  ___________________________________________________________________
 BW1174* NAD 83(1986)-  31 27 39.     (N)    091 32 40.     (W)     SCALED    
 BW1174* NAVD 88     -        23.81   (+/-2cm)      78.1    (feet)  VERTCON   
 BW1174  ___________________________________________________________________
 BW1174  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BW1174
 BW1174  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1174
 BW1174.The horizontal coordinates were scaled from a topographic map and have
 BW1174.an estimated accuracy of +/- 6 seconds.
 BW1174
 BW1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1174.The vertical order pertains to the NGVD 29 superseded value.
 BW1174
 BW1174.The geoid height was determined by GEOID03.
 BW1174
 BW1174;                    North         East    Units  Estimated Accuracy
 BW1174;SPC LA N     -   106,930.    1,090,810.      MT  (+/- 180 meters Scaled)
 BW1174
 BW1174                          SUPERSEDED SURVEY CONTROL
 BW1174
 BW1174  NGVD 29 (??/??/92)   23.80   (m)           78.1    (f) COMPUTED    1 2
 BW1174
 BW1174.Superseded values are not recommended for survey control.
 BW1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1174.See file dsdata.txt to determine how the superseded data were derived.
 BW1174
 BW1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ382815(NAD 83)
 BW1174_MARKER: DB = BENCH MARK DISK
 BW1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1174_STAMPING: B 253 1966
 BW1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1174+STABILITY: SURFACE MOTION
 BW1174
 BW1174  HISTORY     - Date     Condition        Report By
 BW1174  HISTORY     - 1966     MONUMENTED       CGS
 BW1174  HISTORY     - 1974     POOR             LOCENG
 BW1174  HISTORY     - 1978     MARK NOT FOUND   USGS
 BW1174  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1174
 BW1174                          STATION DESCRIPTION
 BW1174
 BW1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1174'11.95 MI SW FROM VIDALIA.
 BW1174'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1174'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1174'THENCE 4.95 MILES SOUTHWEST ALONG STATE HIGHWAY 15, IN SECTION 17, T 6
 BW1174'N, R 9 E, ABOUT 1.0 MILE SOUTHWEST OF THE RESIDENCE OF FRANK JUNKIE,
 BW1174'26 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET NORTHWEST
 BW1174'OF THE CENTER LINE OF THE TOP OF THE LEVEE, 1.5 FEET SOUTHEAST OF A
 BW1174'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 BW1174'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BW1174
 BW1174                          STATION RECOVERY (1974)
 BW1174
 BW1174'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 BW1174'MARK RECOVERED IN POOR CONDITION.
 BW1174
 BW1174                          STATION RECOVERY (1978)
 BW1174
 BW1174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BW1174'MARK NOT FOUND.
 BW1174
 BW1174                          STATION RECOVERY (1979)
 BW1174
 BW1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1174'NOT RECOVERED-LEVEE WORK DONE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0001 ***********************************************************************
 BW0001  DESIGNATION -  B 254
 BW0001  PID         -  BW0001
 BW0001  STATE/COUNTY-  LA/CONCORDIA
 BW0001  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0001
 BW0001                         *CURRENT SURVEY CONTROL
 BW0001  ___________________________________________________________________
 BW0001* NAD 83(1986)-  31 12 32.     (N)    091 37 51.     (W)     SCALED    
 BW0001* NAVD 88     -        17.349  (meters)      56.92   (feet)  ADJUSTED  
 BW0001  ___________________________________________________________________
 BW0001  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BW0001  DYNAMIC HT  -          17.327 (meters)      56.85  (feet)  COMP
 BW0001  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 BW0001
 BW0001  VERT ORDER  -  FIRST     CLASS I
 BW0001
 BW0001.The horizontal coordinates were scaled from a topographic map and have
 BW0001.an estimated accuracy of +/- 6 seconds.
 BW0001
 BW0001.The orthometric height was determined by differential leveling
 BW0001.and adjusted by the National Geodetic Survey in February 1994..
 BW0001
 BW0001.The geoid height was determined by GEOID03.
 BW0001
 BW0001.The dynamic height is computed by dividing the NAVD 88
 BW0001.geopotential number by the normal gravity value computed on the
 BW0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0001.degrees latitude (g = 980.6199 gals.).
 BW0001
 BW0001.The modeled gravity was interpolated from observed gravity values.
 BW0001
 BW0001;                    North         East    Units  Estimated Accuracy
 BW0001;SPC LA N     -    78,930.    1,082,830.      MT  (+/- 180 meters Scaled)
 BW0001
 BW0001                          SUPERSEDED SURVEY CONTROL
 BW0001
 BW0001  NAVD 88 (06/15/91)   17.372  (m)           56.99   (f) UNKNOWN     1 1
 BW0001  NGVD 29 (??/??/??)   17.324  (m)           56.84   (f) ADJUSTED    1 1
 BW0001
 BW0001.Superseded values are not recommended for survey control.
 BW0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0001.See file dsdata.txt to determine how the superseded data were derived.
 BW0001
 BW0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ304535(NAD 83)
 BW0001_MARKER: DB = BENCH MARK DISK
 BW0001_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0001_SP_SET: 163 FT.
 BW0001_STAMPING: B 254 1966
 BW0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0001
 BW0001  HISTORY     - Date     Condition        Report By
 BW0001  HISTORY     - 1966     MONUMENTED       CGS
 BW0001  HISTORY     - 1976     GOOD             NGS
 BW0001  HISTORY     - 19910710 MARK NOT FOUND   LADTD
 BW0001
 BW0001                          STATION DESCRIPTION
 BW0001
 BW0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0001'1.25 MI NE FROM SHAW.
 BW0001'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE BRICK
 BW0001'SCHOOLHOUSE AT SHAW, IN SECTION 34, T 3 N, R 8 E, AT A CURVE AND 109
 BW0001'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 157 FEET SOUTHEAST
 BW0001'OF A POWER POLE, 14 FEET WEST OF THE CENTER LINE OF AN ABANDONED
 BW0001'RAILROAD GRADE THAT IS PRESENTLY USED AS A PRIVATE ROAD, 9 1/2 FEET
 BW0001'NORTHWEST OF A CORNER FENCE POST, 1 1/2 FEET NORTHEAST OF A FENCE, 1.7
 BW0001'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 18 FEET BELOW THE LEVEL
 BW0001'OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE OLD RAILROAD
 BW0001'GRADE, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BW0001'DRIVEN TO A DEPTH OF 163 FEET AND IS ENCASED IN A 5-INCH CAST IRON
 BW0001'PIPE THAT PROJECTS 5 INCHES.
 BW0001
 BW0001                          STATION RECOVERY (1976)
 BW0001
 BW0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0001'1.4 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0001'HIGHWAY 910 AT SHAW, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 109
 BW0001'FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 FT. WEST OF THE
 BW0001'CENTER LINE OF THE ROAD, 238 FT. EAST OF THE POWER LINE POLE WITH A
 BW0001'GUY WIRE.
 BW0001
 BW0001                          STATION RECOVERY (1991)
 BW0001
 BW0001'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BW0001'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1363 ***********************************************************************
 CP1363  DESIGNATION -  B 255
 CP1363  PID         -  CP1363
 CP1363  STATE/COUNTY-  LA/MADISON
 CP1363  USGS QUAD   -  TALLULAH (1994)
 CP1363
 CP1363                         *CURRENT SURVEY CONTROL
 CP1363  ___________________________________________________________________
 CP1363* NAD 83(1986)-  32 26 02.     (N)    091 13 59.     (W)     SCALED    
 CP1363* NAVD 88     -        25.554  (meters)      83.84   (feet)  ADJUSTED  
 CP1363  ___________________________________________________________________
 CP1363  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP1363  DYNAMIC HT  -          25.525 (meters)      83.74  (feet)  COMP
 CP1363  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 CP1363
 CP1363  VERT ORDER  -  FIRST     CLASS I
 CP1363
 CP1363.The horizontal coordinates were scaled from a topographic map and have
 CP1363.an estimated accuracy of +/- 6 seconds.
 CP1363
 CP1363.The orthometric height was determined by differential leveling
 CP1363.and adjusted by the National Geodetic Survey in June 1991..
 CP1363
 CP1363.The geoid height was determined by GEOID03.
 CP1363
 CP1363.The dynamic height is computed by dividing the NAVD 88
 CP1363.geopotential number by the normal gravity value computed on the
 CP1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1363.degrees latitude (g = 980.6199 gals.).
 CP1363
 CP1363.The modeled gravity was interpolated from observed gravity values.
 CP1363
 CP1363;                    North         East    Units  Estimated Accuracy
 CP1363;SPC LA N     -   215,120.    1,119,140.      MT  (+/- 180 meters Scaled)
 CP1363
 CP1363                          SUPERSEDED SURVEY CONTROL
 CP1363
 CP1363  NGVD 29 (??/??/??)   25.561  (m)           83.86   (f) ADJUSTED    1 1
 CP1363
 CP1363.Superseded values are not recommended for survey control.
 CP1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1363.See file dsdata.txt to determine how the superseded data were derived.
 CP1363
 CP1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR661899(NAD 83)
 CP1363_MARKER: DB = BENCH MARK DISK
 CP1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1363_SP_SET: CULVERT
 CP1363_STAMPING: B 255 1968
 CP1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1363
 CP1363  HISTORY     - Date     Condition        Report By
 CP1363  HISTORY     - 1968     MONUMENTED       CGS
 CP1363
 CP1363                          STATION DESCRIPTION
 CP1363
 CP1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1363'3.5 MI NW FROM TALLULAH.
 CP1363'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CP1363'TALLULAH, IN SECTION 27, T 17 N, R 12 E, 17 FEET SOUTH OF THE CENTER
 CP1363'LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTH
 CP1363'CONCRETE HEADWALL OF A 2 1/2- X -2 1/2-FOOT CONCRETE BOX CULVERT UNDER
 CP1363'THE HIGHWAY, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0074 ***********************************************************************
 CQ0074  DESIGNATION -  B 256
 CQ0074  PID         -  CQ0074
 CQ0074  STATE/COUNTY-  LA/OUACHITA
 CQ0074  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0074
 CQ0074                         *CURRENT SURVEY CONTROL
 CQ0074  ___________________________________________________________________
 CQ0074* NAD 83(1986)-  32 30 54.     (N)    092 23 25.     (W)     SCALED    
 CQ0074* NAVD 88     -        61.055  (meters)     200.31   (feet)  ADJUSTED  
 CQ0074  ___________________________________________________________________
 CQ0074  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0074  DYNAMIC HT  -          60.987 (meters)     200.09  (feet)  COMP
 CQ0074  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CQ0074
 CQ0074  VERT ORDER  -  FIRST     CLASS I
 CQ0074
 CQ0074.The horizontal coordinates were scaled from a topographic map and have
 CQ0074.an estimated accuracy of +/- 6 seconds.
 CQ0074
 CQ0074.The orthometric height was determined by differential leveling
 CQ0074.and adjusted by the National Geodetic Survey in June 1991..
 CQ0074
 CQ0074.The geoid height was determined by GEOID03.
 CQ0074
 CQ0074.The dynamic height is computed by dividing the NAVD 88
 CQ0074.geopotential number by the normal gravity value computed on the
 CQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0074.degrees latitude (g = 980.6199 gals.).
 CQ0074
 CQ0074.The modeled gravity was interpolated from observed gravity values.
 CQ0074
 CQ0074;                    North         East    Units  Estimated Accuracy
 CQ0074;SPC LA N     -   223,420.    1,010,310.      MT  (+/- 180 meters Scaled)
 CQ0074
 CQ0074                          SUPERSEDED SURVEY CONTROL
 CQ0074
 CQ0074  NGVD 29 (??/??/??)   61.113  (m)          200.50   (f) ADJUSTED    1 1
 CQ0074
 CQ0074.Superseded values are not recommended for survey control.
 CQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0074.See file dsdata.txt to determine how the superseded data were derived.
 CQ0074
 CQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR572976(NAD 83)
 CQ0074_MARKER: DB = BENCH MARK DISK
 CQ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0074_STAMPING: B 256 1968
 CQ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0074+STABILITY: SURFACE MOTION
 CQ0074
 CQ0074  HISTORY     - Date     Condition        Report By
 CQ0074  HISTORY     - 1968     MONUMENTED       CGS
 CQ0074  HISTORY     - 1969     GOOD             CGS
 CQ0074
 CQ0074                          STATION DESCRIPTION
 CQ0074
 CQ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0074'1.9 MI W FROM CALHOUN.
 CQ0074'ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0074'CALHOUN, IN SECTION 29, T 18 N, R 1 E, 76 FEET NORTH OF THE CENTER
 CQ0074'LINE OF THE HIGHWAY, 211 FEET WEST OF THE CENTER LINE OF PURDY ROAD, 4
 CQ0074'FEET SOUTH OF POWER POLE NUMBER 252, 1 1/2 FEET SOUTH OF A FENCE, 1.5
 CQ0074'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 CQ0074'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 CQ0074'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1660 ***********************************************************************
 CQ1660  DESIGNATION -  B 257
 CQ1660  PID         -  CQ1660
 CQ1660  STATE/COUNTY-  LA/CADDO
 CQ1660  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1660
 CQ1660                         *CURRENT SURVEY CONTROL
 CQ1660  ___________________________________________________________________
 CQ1660* NAD 83(1986)-  32 29 57.     (N)    093 45 14.     (W)     SCALED    
 CQ1660* NAVD 88     -        74.168  (meters)     243.33   (feet)  ADJUSTED  
 CQ1660  ___________________________________________________________________
 CQ1660  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1660  DYNAMIC HT  -          74.085 (meters)     243.06  (feet)  COMP
 CQ1660  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CQ1660
 CQ1660  VERT ORDER  -  FIRST     CLASS I
 CQ1660
 CQ1660.The horizontal coordinates were scaled from a topographic map and have
 CQ1660.an estimated accuracy of +/- 6 seconds.
 CQ1660
 CQ1660.The orthometric height was determined by differential leveling
 CQ1660.and adjusted by the National Geodetic Survey in June 1991..
 CQ1660
 CQ1660.The geoid height was determined by GEOID03.
 CQ1660
 CQ1660.The dynamic height is computed by dividing the NAVD 88
 CQ1660.geopotential number by the normal gravity value computed on the
 CQ1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1660.degrees latitude (g = 980.6199 gals.).
 CQ1660
 CQ1660.The modeled gravity was interpolated from observed gravity values.
 CQ1660
 CQ1660;                    North         East    Units  Estimated Accuracy
 CQ1660;SPC LA N     -   222,340.      882,170.      MT  (+/- 180 meters Scaled)
 CQ1660
 CQ1660                          SUPERSEDED SURVEY CONTROL
 CQ1660
 CQ1660  NGVD 29 (??/??/??)   74.240  (m)          243.57   (f) ADJUSTED    1 1
 CQ1660
 CQ1660.Superseded values are not recommended for survey control.
 CQ1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1660.See file dsdata.txt to determine how the superseded data were derived.
 CQ1660
 CQ1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR291960(NAD 83)
 CQ1660_MARKER: DB = BENCH MARK DISK
 CQ1660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1660_SP_SET: BRIDGE ABUTMENT
 CQ1660_STAMPING: B 257 1968
 CQ1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1660
 CQ1660  HISTORY     - Date     Condition        Report By
 CQ1660  HISTORY     - 1968     MONUMENTED       CGS
 CQ1660  HISTORY     - 1969     GOOD             CGS
 CQ1660  HISTORY     - 1989     GOOD             USPSQD
 CQ1660  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1660
 CQ1660                          STATION DESCRIPTION
 CQ1660
 CQ1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1660'0.8 MI SW FROM SHREVEPORT.
 CQ1660'ABOUT 0.8 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1660'UNION STATION AT SHREVEPORT, IN SECTION 1, T 17 N, R 14 W, 84 YARDS
 CQ1660'NORTHEAST OF THE CROSSING OF THE RAILROAD AND JORDAN STREET, 6 1/2
 CQ1660'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, SET IN
 CQ1660'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 CQ1660'RAILROAD OVERPASS FOR INTERSTATE HIGHWAY 20, 1.2 FEET SOUTHWEST OF THE
 CQ1660'SOUTHWEST END OF A STEEL WALKWAY, AND ABOUT LEVEL WITH THE TRACK.
 CQ1660
 CQ1660                          STATION RECOVERY (1989)
 CQ1660
 CQ1660'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 CQ1660'RECOVERED IN GOOD CONDITION.
 CQ1660
 CQ1660                          STATION RECOVERY (1999)
 CQ1660
 CQ1660'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1246 ***********************************************************************
 CQ1246  DESIGNATION -  B 258
 CQ1246  PID         -  CQ1246
 CQ1246  STATE/COUNTY-  LA/WEBSTER
 CQ1246  USGS QUAD   -  DOYLINE (1981)
 CQ1246
 CQ1246                         *CURRENT SURVEY CONTROL
 CQ1246  ___________________________________________________________________
 CQ1246* NAD 83(1986)-  32 32 19.     (N)    093 22 59.     (W)     SCALED    
 CQ1246* NAVD 88     -        56.844  (meters)     186.50   (feet)  ADJUSTED  
 CQ1246  ___________________________________________________________________
 CQ1246  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ1246  DYNAMIC HT  -          56.780 (meters)     186.29  (feet)  COMP
 CQ1246  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 CQ1246
 CQ1246  VERT ORDER  -  FIRST     CLASS I
 CQ1246
 CQ1246.The horizontal coordinates were scaled from a topographic map and have
 CQ1246.an estimated accuracy of +/- 6 seconds.
 CQ1246
 CQ1246.The orthometric height was determined by differential leveling
 CQ1246.and adjusted by the National Geodetic Survey in June 1991..
 CQ1246
 CQ1246.The geoid height was determined by GEOID03.
 CQ1246
 CQ1246.The dynamic height is computed by dividing the NAVD 88
 CQ1246.geopotential number by the normal gravity value computed on the
 CQ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1246.degrees latitude (g = 980.6199 gals.).
 CQ1246
 CQ1246.The modeled gravity was interpolated from observed gravity values.
 CQ1246
 CQ1246;                    North         East    Units  Estimated Accuracy
 CQ1246;SPC LA N     -   226,370.      917,050.      MT  (+/- 180 meters Scaled)
 CQ1246
 CQ1246                          SUPERSEDED SURVEY CONTROL
 CQ1246
 CQ1246  NGVD 29 (??/??/??)   56.922  (m)          186.75   (f) ADJUSTED    1 1
 CQ1246
 CQ1246.Superseded values are not recommended for survey control.
 CQ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1246.See file dsdata.txt to determine how the superseded data were derived.
 CQ1246
 CQ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS640002(NAD 83)
 CQ1246_MARKER: DB = BENCH MARK DISK
 CQ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1246_STAMPING: B 258 1969
 CQ1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1246+STABILITY: SURFACE MOTION
 CQ1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1246+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 CQ1246
 CQ1246  HISTORY     - Date     Condition        Report By
 CQ1246  HISTORY     - 1969     MONUMENTED       CGS
 CQ1246  HISTORY     - 20021107 GOOD             USPSQD
 CQ1246
 CQ1246                          STATION DESCRIPTION
 CQ1246
 CQ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1246'1.35 MI E FROM DOYLINE.
 CQ1246'ABOUT 1.35 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1246'HIGH SCHOOL AT DOYLINE, IN SECTION 22, T 18 N, R 10 W, 79 FEET SOUTH
 CQ1246'OF THE SOUTH RAIL, 43 FEET SOUTHEAST OF THE CENTER LINE OF A PAVED
 CQ1246'ROAD, 39 FEET SOUTH OF A TELEPHONE POLE, 7 FEET EAST OF A 30-INCH OAK
 CQ1246'TREE, 2 FEET NORTH OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 CQ1246'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 1 FOOT BELOW THE
 CQ1246'LEVEL OF THE PAVED ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1246'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1246
 CQ1246                          STATION RECOVERY (2002)
 CQ1246
 CQ1246'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1032 ***********************************************************************
 CQ1032  DESIGNATION -  B 259
 CQ1032  PID         -  CQ1032
 CQ1032  STATE/COUNTY-  LA/BIENVILLE
 CQ1032  USGS QUAD   -  ARCADIA (1994)
 CQ1032
 CQ1032                         *CURRENT SURVEY CONTROL
 CQ1032  ___________________________________________________________________
 CQ1032* NAD 83(1986)-  32 33 21.     (N)    092 59 23.     (W)     SCALED    
 CQ1032* NAVD 88     -        92.098  (meters)     302.16   (feet)  ADJUSTED  
 CQ1032  ___________________________________________________________________
 CQ1032  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ1032  DYNAMIC HT  -          91.995 (meters)     301.82  (feet)  COMP
 CQ1032  MODELED GRAV-     979,517.9   (mgal)                       NAVD 88
 CQ1032
 CQ1032  VERT ORDER  -  FIRST     CLASS I
 CQ1032
 CQ1032.The horizontal coordinates were scaled from a topographic map and have
 CQ1032.an estimated accuracy of +/- 6 seconds.
 CQ1032
 CQ1032.The orthometric height was determined by differential leveling
 CQ1032.and adjusted by the National Geodetic Survey in June 1991..
 CQ1032
 CQ1032.The geoid height was determined by GEOID03.
 CQ1032
 CQ1032.The dynamic height is computed by dividing the NAVD 88
 CQ1032.geopotential number by the normal gravity value computed on the
 CQ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1032.degrees latitude (g = 980.6199 gals.).
 CQ1032
 CQ1032.The modeled gravity was interpolated from observed gravity values.
 CQ1032
 CQ1032;                    North         East    Units  Estimated Accuracy
 CQ1032;SPC LA N     -   228,050.      954,010.      MT  (+/- 180 meters Scaled)
 CQ1032
 CQ1032                          SUPERSEDED SURVEY CONTROL
 CQ1032
 CQ1032  NGVD 29 (??/??/??)   92.173  (m)          302.40   (f) ADJUSTED    1 1
 CQ1032
 CQ1032.Superseded values are not recommended for survey control.
 CQ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1032.See file dsdata.txt to determine how the superseded data were derived.
 CQ1032
 CQ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS009020(NAD 83)
 CQ1032_MARKER: DB = BENCH MARK DISK
 CQ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1032_SP_SET: CONCRETE POST
 CQ1032_STAMPING: B 259 1969
 CQ1032_MARK LOGO: CGS   
 CQ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1032+STABILITY: SURFACE MOTION
 CQ1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1032+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1989
 CQ1032
 CQ1032  HISTORY     - Date     Condition        Report By
 CQ1032  HISTORY     - 1969     MONUMENTED       CGS
 CQ1032  HISTORY     - 19890130 GOOD             LADTD
 CQ1032
 CQ1032                          STATION DESCRIPTION
 CQ1032
 CQ1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1032'4.05 MI E FROM GIBSLAND.
 CQ1032'ABOUT 0.8 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1032'STATION AT GIBSLAND, THENCE 3.25 MILES EAST ALONG U.S. HIGHWAY 80, OR
 CQ1032'ABOUT 0.9 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1032'STATION AT ARCADIA, THENCE 0.1 MILE NORTHEAST ALONG A PAVED ROAD,
 CQ1032'THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY 80, IN SECTION 16, T 18 N, R
 CQ1032'6 W, 0.1 MILE NORTHEAST OF A CURVE IN THE HIGHWAY, 61 FEET NORTH OF
 CQ1032'THE CENTER LINE OF THE HIGHWAY, 115 FEET NORTH AND ACROSS THE HIGHWAY
 CQ1032'FROM A POWER POLE, 56 FEET NORTHEAST OF A BRACE POLE WHICH IS BRACED
 CQ1032'BY A GUY WIRE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 CQ1032'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ1032'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1032
 CQ1032                          STATION RECOVERY (1989)
 CQ1032
 CQ1032'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ1032'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) EAST OF GIBSLAND AND IN
 CQ1032'SECTION 16, T 18 N, R 6 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CQ1032'TRANSPORTATION AND DEVELOPMENT.
 CQ1032'TO REACH THE STATION FROM THE RAILROAD STATION IN GIBSLAND GO EAST FOR
 CQ1032'1.3 KM (0.80 MI) ALONG THE ILLINOIS CENTRAL RAILROAD TO U.S. HIGHWAY
 CQ1032'80.  CONTINUE EAST ON HIGHWAY 80 FOR 5.2 KM (3.25 MI) TO THE STATION
 CQ1032'ON THE LEFT.
 CQ1032'THE STATION IS 0.16 KM (0.10 MI) NORTHEAST FROM A CURVE IN TEH
 CQ1032'HIGHWAY, 18.6 M (61.0 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 CQ1032'35.1 M (115.2 FT) NORTH AND ACROSS THE HIGHWAY FROM A POWER POLE, 17.1
 CQ1032'M (56.1 FT) NORTHEAST FROM A BRACE POLE WITH A GUY WIRE, 0.5 M
 CQ1032'(1.6 FT) NORTH FROM A METAL WITNESS POST.  THE MARK PROJECTS 15 CM
 CQ1032'ABOVE THE GROUND AND IS ABOUT 0.9 METER ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1854 ***********************************************************************
 CQ1854  DESIGNATION -  B 260
 CQ1854  PID         -  CQ1854
 CQ1854  STATE/COUNTY-  LA/CADDO
 CQ1854  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1854
 CQ1854                         *CURRENT SURVEY CONTROL
 CQ1854  ___________________________________________________________________
 CQ1854* NAD 83(1986)-  32 21 20.     (N)    093 38 56.     (W)     SCALED    
 CQ1854* NAVD 88     -        48.089  (meters)     157.77   (feet)  ADJUSTED  
 CQ1854  ___________________________________________________________________
 CQ1854  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1854  DYNAMIC HT  -          48.035 (meters)     157.59  (feet)  COMP
 CQ1854  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 CQ1854
 CQ1854  VERT ORDER  -  FIRST     CLASS I
 CQ1854
 CQ1854.The horizontal coordinates were scaled from a topographic map and have
 CQ1854.an estimated accuracy of +/- 6 seconds.
 CQ1854
 CQ1854.The orthometric height was determined by differential leveling
 CQ1854.and adjusted by the National Geodetic Survey in February 1994..
 CQ1854
 CQ1854.The geoid height was determined by GEOID03.
 CQ1854
 CQ1854.The dynamic height is computed by dividing the NAVD 88
 CQ1854.geopotential number by the normal gravity value computed on the
 CQ1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1854.degrees latitude (g = 980.6199 gals.).
 CQ1854
 CQ1854.The modeled gravity was interpolated from observed gravity values.
 CQ1854
 CQ1854;                    North         East    Units  Estimated Accuracy
 CQ1854;SPC LA N     -   206,310.      891,870.      MT  (+/- 180 meters Scaled)
 CQ1854
 CQ1854                          SUPERSEDED SURVEY CONTROL
 CQ1854
 CQ1854  NAVD 88 (06/15/91)   48.093  (m)          157.79   (f) UNKNOWN     1 1
 CQ1854  NGVD 29 (??/??/??)   48.153  (m)          157.98   (f) ADJUSTED    1 1
 CQ1854
 CQ1854.Superseded values are not recommended for survey control.
 CQ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1854.See file dsdata.txt to determine how the superseded data were derived.
 CQ1854
 CQ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR389800(NAD 83)
 CQ1854_MARKER: DB = BENCH MARK DISK
 CQ1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1854_STAMPING: B 260 1969
 CQ1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1854+STABILITY: SURFACE MOTION
 CQ1854
 CQ1854  HISTORY     - Date     Condition        Report By
 CQ1854  HISTORY     - 1969     MONUMENTED       CGS
 CQ1854  HISTORY     - 1977     GOOD             NGS
 CQ1854  HISTORY     - 1987     GOOD             USPSQD
 CQ1854  HISTORY     - 19941023 POOR             USPSQD
 CQ1854  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1854
 CQ1854                          STATION DESCRIPTION
 CQ1854
 CQ1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1854'8.6 MI SE FROM SHREVEPORT.
 CQ1854'ABOUT 8.05 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1854'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, THENCE 0.55
 CQ1854'MILE SOUTHWEST ALONG ROBSON ROAD, 120 YARDS SOUTHEAST AND ACROSS THE
 CQ1854'ROAD FROM THE EVERGREEN BAPTIST CHURCH, 43 FEET SOUTHEAST OF THE
 CQ1854'CENTER LINE OF THE ROAD, 106 1/2 FEET SOUTH AND ACROSS THE ROAD FROM
 CQ1854'POWER POLE NUMBER 8, 99 FEET SOUTHWEST OF THE CENTER LINE OF A
 CQ1854'DRIVEWAY, 49 FEET NORTHEAST OF THE EAST CORNER OF A WOODEN BRIDGE, 1
 CQ1854'1/2 FEET NORTHWEST OF A FENCE, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 CQ1854'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 CQ1854'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CQ1854'GROUND.
 CQ1854
 CQ1854                          STATION RECOVERY (1977)
 CQ1854
 CQ1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1854'RECOVERED IN GOOD CONDITION.
 CQ1854
 CQ1854                          STATION RECOVERY (1987)
 CQ1854
 CQ1854'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1854'RECOVERED IN GOOD CONDITION.
 CQ1854
 CQ1854                          STATION RECOVERY (1994)
 CQ1854
 CQ1854'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1854'MARK RECOVERED IN POOR CONDITION.
 CQ1854
 CQ1854                          STATION RECOVERY (2000)
 CQ1854
 CQ1854'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1479 ***********************************************************************
 CQ1479  DESIGNATION -  B 261
 CQ1479  PID         -  CQ1479
 CQ1479  STATE/COUNTY-  LA/RED RIVER
 CQ1479  USGS QUAD   -  EAST POINT (1979)
 CQ1479
 CQ1479                         *CURRENT SURVEY CONTROL
 CQ1479  ___________________________________________________________________
 CQ1479* NAD 83(1986)-  32 09 27.     (N)    093 28 49.     (W)     SCALED    
 CQ1479* NAVD 88     -        42.608  (meters)     139.79   (feet)  ADJUSTED  
 CQ1479  ___________________________________________________________________
 CQ1479  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1479  DYNAMIC HT  -          42.559 (meters)     139.63  (feet)  COMP
 CQ1479  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 CQ1479
 CQ1479  VERT ORDER  -  FIRST     CLASS I
 CQ1479
 CQ1479.The horizontal coordinates were scaled from a topographic map and have
 CQ1479.an estimated accuracy of +/- 6 seconds.
 CQ1479
 CQ1479.The orthometric height was determined by differential leveling
 CQ1479.and adjusted by the National Geodetic Survey in February 1994..
 CQ1479
 CQ1479.The geoid height was determined by GEOID03.
 CQ1479
 CQ1479.The dynamic height is computed by dividing the NAVD 88
 CQ1479.geopotential number by the normal gravity value computed on the
 CQ1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1479.degrees latitude (g = 980.6199 gals.).
 CQ1479
 CQ1479.The modeled gravity was interpolated from observed gravity values.
 CQ1479
 CQ1479;                    North         East    Units  Estimated Accuracy
 CQ1479;SPC LA N     -   184,190.      907,540.      MT  (+/- 180 meters Scaled)
 CQ1479
 CQ1479                          SUPERSEDED SURVEY CONTROL
 CQ1479
 CQ1479  NAVD 88 (06/15/91)   42.608  (m)          139.79   (f) UNKNOWN     1 1
 CQ1479  NGVD 29 (??/??/??)   42.663  (m)          139.97   (f) ADJUSTED    1 1
 CQ1479
 CQ1479.Superseded values are not recommended for survey control.
 CQ1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1479.See file dsdata.txt to determine how the superseded data were derived.
 CQ1479
 CQ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR547579(NAD 83)
 CQ1479_MARKER: DB = BENCH MARK DISK
 CQ1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1479_SP_SET: CULVERT
 CQ1479_STAMPING: B 261 1969
 CQ1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1479
 CQ1479  HISTORY     - Date     Condition        Report By
 CQ1479  HISTORY     - 1969     MONUMENTED       CGS
 CQ1479  HISTORY     - 1977     GOOD             NGS
 CQ1479  HISTORY     - 19970621 GOOD             USPSQD
 CQ1479
 CQ1479                          STATION DESCRIPTION
 CQ1479
 CQ1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1479'15.45 MI NW FROM COUSHATTA.
 CQ1479'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1479'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1479'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 4.9 MILES NORTHWEST
 CQ1479'ALONG STATE HIGHWAY 1, IN SECTION 34, T 14 N, R 11 W, 400 FEET
 CQ1479'SOUTHWEST AND ACROSS THE HIGHWAY FROM A FRAME HOUSE, 21 FEET WEST OF
 CQ1479'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 CQ1479'WEST CONCRETE HEADWALL OF A 6- X 8-FOOT CONCRETE BOX CULVERT, AND
 CQ1479'ABOUT LEVEL WITH THE HIGHWAY.
 CQ1479
 CQ1479                          STATION RECOVERY (1977)
 CQ1479
 CQ1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1479'RECOVERED IN GOOD CONDITION.
 CQ1479
 CQ1479                          STATION RECOVERY (1997)
 CQ1479
 CQ1479'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1040 ***********************************************************************
 BK1040  DESIGNATION -  B 263
 BK1040  PID         -  BK1040
 BK1040  STATE/COUNTY-  LA/RAPIDES
 BK1040  USGS QUAD   -  GLENMORA (1972)
 BK1040
 BK1040                         *CURRENT SURVEY CONTROL
 BK1040  ___________________________________________________________________
 BK1040* NAD 83(1986)-  30 57 43.     (N)    092 35 30.     (W)     SCALED    
 BK1040* NAVD 88     -        43.422  (meters)     142.46   (feet)  ADJUSTED  
 BK1040  ___________________________________________________________________
 BK1040  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BK1040  DYNAMIC HT  -          43.368 (meters)     142.28  (feet)  COMP
 BK1040  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 BK1040
 BK1040  VERT ORDER  -  FIRST     CLASS I
 BK1040
 BK1040.The horizontal coordinates were scaled from a topographic map and have
 BK1040.an estimated accuracy of +/- 6 seconds.
 BK1040
 BK1040.The orthometric height was determined by differential leveling
 BK1040.and adjusted by the National Geodetic Survey in February 1994..
 BK1040
 BK1040.The geoid height was determined by GEOID03.
 BK1040
 BK1040.The dynamic height is computed by dividing the NAVD 88
 BK1040.geopotential number by the normal gravity value computed on the
 BK1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1040.degrees latitude (g = 980.6199 gals.).
 BK1040
 BK1040.The modeled gravity was interpolated from observed gravity values.
 BK1040
 BK1040;                    North         East    Units  Estimated Accuracy
 BK1040;SPC LA N     -    51,220.      991,240.      MT  (+/- 180 meters Scaled)
 BK1040
 BK1040                          SUPERSEDED SURVEY CONTROL
 BK1040
 BK1040  NAVD 88 (06/15/91)   43.416  (m)          142.44   (f) UNKNOWN     1 1
 BK1040  NGVD 29 (??/??/??)   43.401  (m)          142.39   (f) ADJUSTED    1 1
 BK1040
 BK1040.Superseded values are not recommended for survey control.
 BK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1040.See file dsdata.txt to determine how the superseded data were derived.
 BK1040
 BK1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ389254(NAD 83)
 BK1040_MARKER: DB = BENCH MARK DISK
 BK1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1040_SP_SET: CULVERT
 BK1040_STAMPING: B 263 1969
 BK1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1040
 BK1040  HISTORY     - Date     Condition        Report By
 BK1040  HISTORY     - 1969     MONUMENTED       CGS
 BK1040  HISTORY     - 1970     GOOD             NGS
 BK1040  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1040
 BK1040                          STATION DESCRIPTION
 BK1040
 BK1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1040'1.05 MI SW FROM GLENMORA.
 BK1040'ABOUT 1.05 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1040'THE TOWN HALL AT GLENMORA, IN SECTION 20, T 1 S, R 2 W, 4 POLES
 BK1040'NORTHEAST OF MILEPOST 625, 85 FEET NORTHWEST OF THE NORTHWEST RAIL,
 BK1040'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 BK1040'OF A 4-CHANNEL CONCRETE CULVERT UNDER U.S. HIGHWAY 165, 21 FEET
 BK1040'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 81 1/2 FEET NORTHWEST OF
 BK1040'THE NORTH CORNER OF RAILROAD TRESTLE NUMBER 624.9, ABOUT LEVEL WITH
 BK1040'THE HIGHWAY, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 BK1040
 BK1040                          STATION RECOVERY (1999)
 BK1040
 BK1040'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1552 ***********************************************************************
 CQ1552  DESIGNATION -  B 264
 CQ1552  PID         -  CQ1552
 CQ1552  STATE/COUNTY-  LA/RED RIVER
 CQ1552  USGS QUAD   -  COUSHATTA (1979)
 CQ1552
 CQ1552                         *CURRENT SURVEY CONTROL
 CQ1552  ___________________________________________________________________
 CQ1552* NAD 83(1986)-  32 00 39.     (N)    093 18 13.     (W)     SCALED    
 CQ1552* NAVD 88     -        60.19   (+/-2cm)     197.5    (feet)  VERTCON   
 CQ1552  ___________________________________________________________________
 CQ1552  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1552
 CQ1552  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1552
 CQ1552.The horizontal coordinates were scaled from a topographic map and have
 CQ1552.an estimated accuracy of +/- 6 seconds.
 CQ1552
 CQ1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1552.The vertical order pertains to the NGVD 29 superseded value.
 CQ1552
 CQ1552.The geoid height was determined by GEOID03.
 CQ1552
 CQ1552;                    North         East    Units  Estimated Accuracy
 CQ1552;SPC LA N     -   167,800.      924,080.      MT  (+/- 180 meters Scaled)
 CQ1552
 CQ1552                          SUPERSEDED SURVEY CONTROL
 CQ1552
 CQ1552  NGVD 29 (??/??/??)   60.243  (m)          197.65   (f) ADJUSTED    1 1
 CQ1552
 CQ1552.Superseded values are not recommended for survey control.
 CQ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1552.See file dsdata.txt to determine how the superseded data were derived.
 CQ1552
 CQ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR713416(NAD 83)
 CQ1552_MARKER: DB = BENCH MARK DISK
 CQ1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1552_SP_SET: CONCRETE POST
 CQ1552_STAMPING: B 264 1969
 CQ1552_MARK LOGO: CGS   
 CQ1552_PROJECTION: FLUSH
 CQ1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1552+STABILITY: SURFACE MOTION
 CQ1552
 CQ1552  HISTORY     - Date     Condition        Report By
 CQ1552  HISTORY     - 1969     MONUMENTED       CGS
 CQ1552  HISTORY     - 1985     GOOD             LADTD
 CQ1552
 CQ1552                          STATION DESCRIPTION
 CQ1552
 CQ1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1552'2.55 MI SE FROM COUSHATTA.
 CQ1552'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 CQ1552'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 CQ1552'THENCE 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 CQ1552'20, T 12 N, R 9 W, 41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CQ1552'124 FEET EAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 52 FEET
 CQ1552'WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 16 1/2 FEET WEST OF
 CQ1552'THE CENTER OF A GATE, 1 FOOT SOUTH OF A FENCE, 1.3 FEET NORTH OF A
 CQ1552'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 CQ1552'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 CQ1552'THE SURFACE OF THE GROUND.
 CQ1552
 CQ1552                          STATION RECOVERY (1985)
 CQ1552
 CQ1552'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ1552'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CQ1552'3.7 KM (2.3 MI) EAST ON U S HIGHWAY 84 FROM THE RED RIVER PARISH
 CQ1552'COURTHOUSE IN COUSHATTA TO THE MARK ON THE LEFT NEAR A POWER POLE IN
 CQ1552'SECTION 20, T 12 N, R 9 W, 36.4 METERS (119.5 FEET) EAST OF A
 CQ1552'POWERPOLE, 33.8 METERS (111 FEET) WEST OF A POWERPOLE, AND 12.8
 CQ1552'METERS (42 FEET) NORTH OF THE CENTER OF HIGHWAY 84.
 CQ1552'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 CQ1552'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2590 ***********************************************************************
 BJ2590  DESIGNATION -  B 2645 LAGS
 BJ2590  PID         -  BJ2590
 BJ2590  STATE/COUNTY-  LA/ST LANDRY
 BJ2590  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2590
 BJ2590                         *CURRENT SURVEY CONTROL
 BJ2590  ___________________________________________________________________
 BJ2590* NAD 83(1992)-  30 23 45.22821(N)    091 56 36.19555(W)     ADJUSTED  
 BJ2590* NAVD 88     -         7.84   (+/-2cm)      25.7  **(feet)  VERTCON   
 BJ2590  **This station is located in a subsidence area (see below).
 BJ2590  ___________________________________________________________________
 BJ2590  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2590  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2590
 BJ2590  HORZ ORDER  -  SECOND
 BJ2590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2590
 BJ2590.The horizontal coordinates were established by classical geodetic methods
 BJ2590.and adjusted by the National Geodetic Survey in January 1993..
 BJ2590
 BJ2590 ** The orthometric height has not been validated since last determined
 BJ2590 ** by differential leveling and should not be used for control purposes.
 BJ2590 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2590 ** area with valid NAVD 88 orthometric heights.
 BJ2590 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2590 ** epoch indicated which incorporates improved geoid heights for the
 BJ2590 ** Southern Louisiana Subsidence area.
 BJ2590 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2590.The vertical order pertains to the NGVD 29 superseded value.
 BJ2590
 BJ2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2590
 BJ2590.The geoid height was determined by GEOID03.
 BJ2590
 BJ2590;                    North         East     Units Scale Factor Converg.
 BJ2590;SPC LA S     -   210,306.995   941,376.411   MT  0.99994943   -0 18 18.1
 BJ2590;SPC LA S     -   689,982.20  3,088,499.11   sFT  0.99994943   -0 18 18.1
 BJ2590;UTM  15      - 3,363,128.831   601,503.717   MT  0.99972710   +0 32 04.8
 BJ2590
 BJ2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2590!SPC LA S     -   1.00000308  x   0.99994943  =   0.99995251
 BJ2590!UTM  15      -   1.00000308  x   0.99972710  =   0.99973018
 BJ2590
 BJ2590                          SUPERSEDED SURVEY CONTROL
 BJ2590
 BJ2590  NAD 83(1986)-  30 23 45.24839(N)    091 56 36.19005(W) AD(       ) 2
 BJ2590  NAD 27      -  30 23 44.53984(N)    091 56 35.76846(W) AD(       ) 2
 BJ2590  NGVD 29 (??/??/??)    7.824  (m)           25.67   (f) ADJUSTED    2 0
 BJ2590
 BJ2590.Superseded values are not recommended for survey control.
 BJ2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2590.See file dsdata.txt to determine how the superseded data were derived.
 BJ2590
 BJ2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0150463129(NAD 83)
 BJ2590_MARKER: DD = SURVEY DISK
 BJ2590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2590_SP_SET: CONCRETE
 BJ2590_STAMPING: B - 2645
 BJ2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2590
 BJ2590  HISTORY     - Date     Condition        Report By
 BJ2590  HISTORY     - 1969     MONUMENTED       LAGS
 BJ2590  HISTORY     - 1973     GOOD             LADTD
 BJ2590
 BJ2590                          STATION DESCRIPTION
 BJ2590
 BJ2590'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1969 (LGB)
 BJ2590'THE STATION IS ABOUT 12 MILES SOUTHEAST OF OPELOUSAS, 6 MILES EAST
 BJ2590'OF GRAND COTEAU, 3/4 MILE WEST OF ARNAUDVILLE AND ON LAND OWNED BY
 BJ2590'DEWEY SINGLETON.
 BJ2590'
 BJ2590'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 93 IN
 BJ2590'ARNAUDVILLE, GO SOUTHWESTERLY ON STATE HIGHWAY 93 FOR 0.75 MILE TO
 BJ2590'THE STATION ON THE RIGHT.
 BJ2590'
 BJ2590'B 2645 (LGS) IS A BRONZE BENCH MARK DISK OF THE LOUISIANA GEODETIC
 BJ2590'SURVEY SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, THAT IS
 BJ2590'FLUSH WITH THE GROUND AND STAMPED B 2645.  IT IS 45.0 FEET
 BJ2590'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY 93, 20.0 FEET
 BJ2590'SOUTH-SOUTHEAST OF A 60-INCH LIVE OAK TREE, 10.0 FEET NORTHWEST
 BJ2590'OF A FENCE CORNER AND 1.4 FEET SOUTH-SOUTHWEST OF THE BOARD FENCE.
 BJ2590
 BJ2590                          STATION RECOVERY (1973)
 BJ2590
 BJ2590'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BJ2590'0.8 MI W FROM ARNAUDVILLE.
 BJ2590'FROM THE BRIDGE OVER BAYOU FUSELIER AT ARNAUDVILLE ABOUT 0.8 MILE WEST
 BJ2590'ALONG LOUISIANA HIGHWAY 93, IN SECTION 44 - T7S, R5E, 45 FEET NORTH OF
 BJ2590'THE CENTERLINE OF LOUISIANA HIGHWAY 93.  18 FEET EAST OF A 48 INCH
 BJ2590'LIVE OAK TREE, SET IN CONCRETE - FLUSH WITH THE GROUND, 1.0 FEET SOUTH
 BJ2590'OF A WOOD FENCE, 1.0 FEET NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1831 ***********************************************************************
 BX1831  DESIGNATION -  B 265
 BX1831  PID         -  BX1831
 BX1831  STATE/COUNTY-  LA/NATCHITOCHES
 BX1831  USGS QUAD   -  CAMPTI (1996)
 BX1831
 BX1831                         *CURRENT SURVEY CONTROL
 BX1831  ___________________________________________________________________
 BX1831* NAD 83(1986)-  31 53 41.     (N)    093 06 45.     (W)     SCALED    
 BX1831* NAVD 88     -        37.26   (+/-2cm)     122.2    (feet)  VERTCON   
 BX1831  ___________________________________________________________________
 BX1831  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1831
 BX1831  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1831
 BX1831.The horizontal coordinates were scaled from a topographic map and have
 BX1831.an estimated accuracy of +/- 6 seconds.
 BX1831
 BX1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1831.The vertical order pertains to the NGVD 29 superseded value.
 BX1831
 BX1831.The geoid height was determined by GEOID03.
 BX1831
 BX1831;                    North         East    Units  Estimated Accuracy
 BX1831;SPC LA N     -   154,800.      942,060.      MT  (+/- 180 meters Scaled)
 BX1831
 BX1831                          SUPERSEDED SURVEY CONTROL
 BX1831
 BX1831  NGVD 29 (??/??/??)   37.307  (m)          122.40   (f) ADJUSTED    1 1
 BX1831
 BX1831.Superseded values are not recommended for survey control.
 BX1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1831.See file dsdata.txt to determine how the superseded data were derived.
 BX1831
 BX1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR893287(NAD 83)
 BX1831_MARKER: DB = BENCH MARK DISK
 BX1831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1831_SP_SET: CULVERT
 BX1831_STAMPING: B 265 1969
 BX1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1831
 BX1831  HISTORY     - Date     Condition        Report By
 BX1831  HISTORY     - 1969     MONUMENTED       CGS
 BX1831  HISTORY     - 1986     GOOD             USPSQD
 BX1831  HISTORY     - 19950506 GOOD             USPSQD
 BX1831  HISTORY     - 20010922 GOOD             USPSQD
 BX1831  HISTORY     - 20060610 GOOD             USPSQD
 BX1831
 BX1831                          STATION DESCRIPTION
 BX1831
 BX1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1831'0.45 MI N FROM CAMPTI.
 BX1831'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1831'AT CAMPTI, THENCE 0.2 MILE NORTH ALONG U.S. HIGHWAYS 71 AND 84, IN
 BX1831'SECTION 34, T 11 N, R 7 W, 81 FEET NORTH OF THE CENTER OF THE JUNCTION
 BX1831'OF THE HIGHWAY AND BAYOU STREET WHICH LEADS SOUTHWEST, 29 FEET
 BX1831'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE
 BX1831'TOP OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, AND
 BX1831'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX1831
 BX1831                          STATION RECOVERY (1986)
 BX1831
 BX1831'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1831'RECOVERED IN GOOD CONDITION.
 BX1831
 BX1831                          STATION RECOVERY (1995)
 BX1831
 BX1831'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1831'RECOVERED IN GOOD CONDITION.
 BX1831
 BX1831                          STATION RECOVERY (2001)
 BX1831
 BX1831'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1831'RECOVERED IN GOOD CONDITION.
 BX1831
 BX1831                          STATION RECOVERY (2006)
 BX1831
 BX1831'RECOVERY NOTE BY US POWER SQUADRON 2006 (MDM)
 BX1831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2051 ***********************************************************************
 BK2051  DESIGNATION -  B 2658 LAGS
 BK2051  PID         -  BK2051
 BK2051  STATE/COUNTY-  LA/ST LANDRY
 BK2051  USGS QUAD   -  BEGGS (1992)
 BK2051
 BK2051                         *CURRENT SURVEY CONTROL
 BK2051  ___________________________________________________________________
 BK2051* NAD 83(1986)-  30 40 57.     (N)    092 02 32.     (W)     SCALED    
 BK2051* NAVD 88     -        10.94   (+/-2cm)      35.9    (feet)  VERTCON   
 BK2051  ___________________________________________________________________
 BK2051  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2051
 BK2051  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2051
 BK2051.The horizontal coordinates were scaled from a topographic map and have
 BK2051.an estimated accuracy of +/- 6 seconds.
 BK2051
 BK2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2051.The vertical order pertains to the NGVD 29 superseded value.
 BK2051
 BK2051.The geoid height was determined by GEOID03.
 BK2051
 BK2051;                    North         East    Units  Estimated Accuracy
 BK2051;SPC LA S     -   242,130.      932,080.      MT  (+/- 180 meters Scaled)
 BK2051
 BK2051                          SUPERSEDED SURVEY CONTROL
 BK2051
 BK2051  NGVD 29 (??/??/??)   10.914  (m)           35.81   (f) ADJUSTED    2 2
 BK2051
 BK2051.Superseded values are not recommended for survey control.
 BK2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2051.See file dsdata.txt to determine how the superseded data were derived.
 BK2051
 BK2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP917948(NAD 83)
 BK2051_MARKER: DD = SURVEY DISK
 BK2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2051_SP_SET: CONCRETE POST
 BK2051_STAMPING: B 2658
 BK2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2051+STABILITY: SURFACE MOTION
 BK2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2051+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BK2051
 BK2051  HISTORY     - Date     Condition        Report By
 BK2051  HISTORY     - UNK      MONUMENTED       LAGS
 BK2051  HISTORY     - 1975     GOOD             LADTD
 BK2051  HISTORY     - 1975     GOOD             LADTD
 BK2051  HISTORY     - 1985     GOOD             LADTD
 BK2051  HISTORY     - 20050629 GOOD             USPSQD
 BK2051
 BK2051                          STATION DESCRIPTION
 BK2051
 BK2051'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2051'.75 MI NE FROM BEGGS.
 BK2051'FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 10 AT BEGGS,
 BK2051'ABOUT .75 MI NE ALONG STATE HIGHWAY 10, 47 FT SOUTH OF THE CENTERLINE
 BK2051'OF STATE HIGHWAY 10, 23 FT EAST OF A CORNER FENCE POST, 88 FT EAST
 BK2051'OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 2 FT SOUTH OF A
 BK2051'FENCE, 85 FT NE OF THE NE CORNER OF A WOOD FRAME HOUSE.
 BK2051
 BK2051                          STATION RECOVERY (1975)
 BK2051
 BK2051'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2051'FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 10 AT BEGGS,
 BK2051'ABOUT .75 MI NE ALONG STATE HIGHWAY 10, 47 FT SOUTH OF THE CENTERLINE
 BK2051'OF STATE HIGHWAY 10, 23 FT EAST OF A CORNER FENCE POST, 88 FT EAST
 BK2051'OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 2 FT SOUTH OF A
 BK2051'FENCE, 85 FT NE OF THE NE CORNER OF A WOOD FRAME HOUSE.
 BK2051
 BK2051                          STATION RECOVERY (1985)
 BK2051
 BK2051'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BK2051'RECOVERED IN GOOD CONDITION.
 BK2051
 BK2051                          STATION RECOVERY (2005)
 BK2051
 BK2051'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8248 ***********************************************************************
 AC8248  DESIGNATION -  B 266 RESET
 AC8248  PID         -  AC8248
 AC8248  STATE/COUNTY-  LA/ALLEN
 AC8248  USGS QUAD   -  OBERLIN (1994)
 AC8248
 AC8248                         *CURRENT SURVEY CONTROL
 AC8248  ___________________________________________________________________
 AC8248* NAD 83(1986)-  30 32 41.     (N)    092 48 41.     (W)     SCALED    
 AC8248* NAVD 88     -        16.41   (meters)      53.8    (feet)  RESET     
 AC8248  ___________________________________________________________________
 AC8248  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AC8248
 AC8248  VERT ORDER  -  THIRD
 AC8248
 AC8248.The horizontal coordinates were scaled from a topographic map and have
 AC8248.an estimated accuracy of +/- 6 seconds.
 AC8248
 AC8248.The orthometric height was computed from unverified reset data.
 AC8248
 AC8248.The geoid height was determined by GEOID03.
 AC8248
 AC8248;                    North         East    Units  Estimated Accuracy
 AC8248;SPC LA S     -   227,560.      858,180.      MT  (+/- 180 meters Scaled)
 AC8248
 AC8248                          SUPERSEDED SURVEY CONTROL
 AC8248
 AC8248.No superseded survey control is available for this station.
 AC8248
 AC8248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP180791(NAD 83)
 AC8248_MARKER: DV = VERTICAL CONTROL DISK
 AC8248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8248_SP_SET: BOX CULVERT HEADWALL
 AC8248_STAMPING: B 266 RESET 1992
 AC8248_MARK LOGO: NGS   
 AC8248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8248+STABILITY: SURFACE MOTION
 AC8248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8248+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC8248
 AC8248  HISTORY     - Date     Condition        Report By
 AC8248  HISTORY     - 1992     MONUMENTED       LADTD
 AC8248  HISTORY     - 20041203 GOOD             USPSQD
 AC8248
 AC8248                          STATION DESCRIPTION
 AC8248
 AC8248'DESCRIBED BY LA TRANSP AND DEV 1992 (SLC)
 AC8248'THE STATION IS LOCATED ABOUT 4.75 MI (7.64 KM) NORTHEAST OF KINDER AND
 AC8248'6.25 MI (10.06 KM) SOUTHWEST OF OBERLIN.  OWNERSHIP--LOUISIANA
 AC8248'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 AC8248'FROM THE JUNCTION OF U S HIGHWAYS 165 AND 190 IN KINDER, GO NORTH FOR
 AC8248'4.75 MI (7.64 KM) ON HIGHWAY 165 TO THE MARK SET ON THE RIGHT IN A
 AC8248'TRIPLE BOX CULVERT. THE STATION IS 53.5 FT (16.3 M) NORTHWEST FROM THE
 AC8248'WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 30.5 FT (9.3 M) SOUTHEAST
 AC8248'FROM THE CENTER OF THE HIGHWAY, 29.5 FT (9.0 M) NORTHEAST FROM THE
 AC8248'SOUTHEAST CORNER OF THE HEADWALL, 11.5 FT (3.5 M) SOUTHWEST FROM THE
 AC8248'NORTHEAST CORNER OF THE HEADWALL, FLUSH WITH THE HEADWALL AND ABOUT
 AC8248'1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY
 AC8248
 AC8248                          STATION RECOVERY (2004)
 AC8248
 AC8248'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 AC8248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2109 ***********************************************************************
 BK2109  DESIGNATION -  B 2672 LAGS
 BK2109  PID         -  BK2109
 BK2109  STATE/COUNTY-  LA/ST LANDRY
 BK2109  USGS QUAD   -  BEGGS (1992)
 BK2109
 BK2109                         *CURRENT SURVEY CONTROL
 BK2109  ___________________________________________________________________
 BK2109* NAD 83(1992)-  30 42 30.89777(N)    092 03 51.31694(W)     ADJUSTED  
 BK2109* NAVD 88     -        12.09   (+/-2cm)      39.7    (feet)  VERTCON   
 BK2109  ___________________________________________________________________
 BK2109  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2109  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2109
 BK2109  HORZ ORDER  -  SECOND
 BK2109  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2109
 BK2109.The horizontal coordinates were established by classical geodetic methods
 BK2109.and adjusted by the National Geodetic Survey in January 1993..
 BK2109
 BK2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2109.The vertical order pertains to the NGVD 29 superseded value.
 BK2109
 BK2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2109
 BK2109.The geoid height was determined by GEOID03.
 BK2109
 BK2109;                    North         East     Units Scale Factor Converg.
 BK2109;SPC LA S     -   245,038.252   929,982.861   MT  1.00000184   -0 21 55.7
 BK2109;SPC LA S     -   803,929.67  3,051,118.77   sFT  1.00000184   -0 21 55.7
 BK2109;SPC LA N     -    23,212.030 1,041,747.087   MT  1.00013538   +0 13 49.4
 BK2109;SPC LA N     -    76,154.80  3,417,798.57   sFT  1.00013538   +0 13 49.4
 BK2109;UTM  15      - 3,397,679.987   589,604.342   MT  0.99969904   +0 28 40.4
 BK2109
 BK2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2109!SPC LA S     -   1.00000239  x   1.00000184  =   1.00000423
 BK2109!SPC LA N     -   1.00000239  x   1.00013538  =   1.00013777
 BK2109!UTM  15      -   1.00000239  x   0.99969904  =   0.99970143
 BK2109
 BK2109                          SUPERSEDED SURVEY CONTROL
 BK2109
 BK2109  NAD 83(1986)-  30 42 30.91809(N)    092 03 51.31172(W) AD(       ) 2
 BK2109  NAD 27      -  30 42 30.21752(N)    092 03 50.88556(W) AD(       ) 2
 BK2109  NGVD 29 (??/??/??)   12.062  (m)           39.57   (f) ADJUSTED    2 2
 BK2109
 BK2109.Superseded values are not recommended for survey control.
 BK2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2109.See file dsdata.txt to determine how the superseded data were derived.
 BK2109
 BK2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8960497680(NAD 83)
 BK2109_MARKER: DS = TRIANGULATION STATION DISK
 BK2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2109_SP_SET: CONCRETE POST
 BK2109_STAMPING: B 2672
 BK2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2109+STABILITY: SURFACE MOTION
 BK2109
 BK2109  HISTORY     - Date     Condition        Report By
 BK2109  HISTORY     - UNK      MONUMENTED       LAGS
 BK2109  HISTORY     - 1941     GOOD             CGS
 BK2109  HISTORY     - 1977     GOOD             LADTD
 BK2109
 BK2109                          STATION DESCRIPTION
 BK2109
 BK2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2109'STATION IS ABOUT 2 MILES N OF THE VILLAGE OF BEGGS, BETWEEN
 BK2109'THE SOUTHERN PACIFIC RAILROAD TRACKS AND LOUISIANA HIGHWAY 5.
 BK2109'37 FEET W OF THE CENTER LINE OF THE RAILROAD TRACKS.  36 FEET
 BK2109'E OF THE CENTER LINE OF THE HIGHWAY AND 11 FEET SE OF TELEPHONE
 BK2109'POLE NO. 654.
 BK2109'
 BK2109'THE STATION IS A STANDARD LOUISIANA GEODETIC SURVEY DISK SET
 BK2109'IN A 6-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 BK2109'OF THE GROUND.  IT IS STAMPED B-2672.
 BK2109'
 BK2109'A DIRECTION WAS TAKEN TO C-2574 (LOUISIANA GEODETIC SURVEY)
 BK2109'WHICH IS ABOUT 0.45 MILE N OF THE STATION.  91 PACES N OF A
 BK2109'LANE CROSSING THE RAILROAD TRACKS AND 7-1/2 FEET E OF THE
 BK2109'CENTER LINE OF THE RAILROAD TRACKS.  IT IS A STANDARD
 BK2109'LOUISIANA GEODETIC SURVEY DISK SET IN A 6-INCH SQUARE CONCRETE
 BK2109'POST WHICH PROJECTS 2 INCHES.  IT IS STAMPED C-2574.
 BK2109'
 BK2109'LOCATED BY TRAVERSE FROM WHIPP
 BK2109
 BK2109                          STATION RECOVERY (1977)
 BK2109
 BK2109'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BK2109'2.1 MI SE FROM BEGGS.
 BK2109'ABOUT 2.1 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2109'HIGHWAY 10 AT BEGGS, 54 FT SOUTH OF THE PROJECTED CENTERLINE OF A
 BK2109'GRAVELED ROAD LEADING WEST ALONG THE SOUTH SIDE OF A CHURCH, 12 FT
 BK2109'NORTH OF THE CENTERLINE OF A FIELD ROAD, 34 FT WEST OF THE WEST RAIL
 BK2109'OF A RAILROAD TRACK, 35 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2109'182.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1072 ***********************************************************************
 BK1072  DESIGNATION -  B 268
 BK1072  PID         -  BK1072
 BK1072  STATE/COUNTY-  LA/ALLEN
 BK1072  USGS QUAD   -  OAKDALE (1993)
 BK1072
 BK1072                         *CURRENT SURVEY CONTROL
 BK1072  ___________________________________________________________________
 BK1072* NAD 83(1986)-  30 45 05.     (N)    092 41 24.     (W)     SCALED    
 BK1072* NAVD 88     -        30.739  (meters)     100.85   (feet)  ADJUSTED  
 BK1072  ___________________________________________________________________
 BK1072  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1072  DYNAMIC HT  -          30.699 (meters)     100.72  (feet)  COMP
 BK1072  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 BK1072
 BK1072  VERT ORDER  -  FIRST     CLASS I
 BK1072
 BK1072.The horizontal coordinates were scaled from a topographic map and have
 BK1072.an estimated accuracy of +/- 6 seconds.
 BK1072
 BK1072.The orthometric height was determined by differential leveling
 BK1072.and adjusted by the National Geodetic Survey in February 1994..
 BK1072
 BK1072.The geoid height was determined by GEOID03.
 BK1072
 BK1072.The dynamic height is computed by dividing the NAVD 88
 BK1072.geopotential number by the normal gravity value computed on the
 BK1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1072.degrees latitude (g = 980.6199 gals.).
 BK1072
 BK1072.The modeled gravity was interpolated from observed gravity values.
 BK1072
 BK1072;                    North         East    Units  Estimated Accuracy
 BK1072;SPC LA S     -   250,330.      870,100.      MT  (+/- 180 meters Scaled)
 BK1072
 BK1072                          SUPERSEDED SURVEY CONTROL
 BK1072
 BK1072  NAVD 88 (06/15/91)   30.729  (m)          100.82   (f) UNKNOWN     1 1
 BK1072  NGVD 29 (??/??/??)   30.713  (m)          100.76   (f) ADJUSTED    1 1
 BK1072
 BK1072.Superseded values are not recommended for survey control.
 BK1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1072.See file dsdata.txt to determine how the superseded data were derived.
 BK1072
 BK1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ296020(NAD 83)
 BK1072_MARKER: DB = BENCH MARK DISK
 BK1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1072_STAMPING: B 268 1970
 BK1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1072+STABILITY: SURFACE MOTION
 BK1072
 BK1072  HISTORY     - Date     Condition        Report By
 BK1072  HISTORY     - 1970     MONUMENTED       NGS
 BK1072
 BK1072                          STATION DESCRIPTION
 BK1072
 BK1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1072'5.4 MI SW FROM OAKDALE.
 BK1072'ABOUT 4.95 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1072'THE STATION AT OAKDALE, THENCE 0.45 MILES EAST ALONG A GRAVELED ROAD,
 BK1072'AT THE ALLEN PARRISH AIRPORT, 119 FEET SOUTHWEST OF THE SOUTHWEST
 BK1072'CORNER OF THE AIRPORT OFFICE BUILDING, 83.3 FEET WEST OF THE WEST EDGE
 BK1072'OF A PAVED TAXIWAY, 85 1/2 FEET SOUTH OF THE CENTER OF A METAL GATE,
 BK1072'38 FEET SOUTH OF A POWER POLE WHICH BEARS A TRANSFORMER AND A LIGHT, 1
 BK1072'FOOT EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BK1072'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3365 ***********************************************************************
 BK3365  DESIGNATION -  B 268 RESET
 BK3365  PID         -  BK3365
 BK3365  STATE/COUNTY-  LA/ALLEN
 BK3365  USGS QUAD   -  OAKDALE (1993)
 BK3365
 BK3365                         *CURRENT SURVEY CONTROL
 BK3365  ___________________________________________________________________
 BK3365* NAD 83(1986)-  30 45 05.     (N)    092 41 24.     (W)     SCALED    
 BK3365* NAVD 88     -        31.08   (meters)     102.0    (feet)  RESET     
 BK3365  ___________________________________________________________________
 BK3365  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK3365
 BK3365  VERT ORDER  -  THIRD
 BK3365
 BK3365.The horizontal coordinates were scaled from a topographic map and have
 BK3365.an estimated accuracy of +/- 6 seconds.
 BK3365
 BK3365.The orthometric height was computed from unverified reset data.
 BK3365.No vertical observational check was made to the station.
 BK3365
 BK3365.The geoid height was determined by GEOID03.
 BK3365
 BK3365;                    North         East    Units  Estimated Accuracy
 BK3365;SPC LA S     -   250,330.      870,100.      MT  (+/- 180 meters Scaled)
 BK3365
 BK3365                          SUPERSEDED SURVEY CONTROL
 BK3365
 BK3365  NGVD 29 (09/18/05)   31.05   (m)          101.9    (f) RESET       3  
 BK3365
 BK3365.Superseded values are not recommended for survey control.
 BK3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3365.See file dsdata.txt to determine how the superseded data were derived.
 BK3365
 BK3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ296020(NAD 83)
 BK3365_MARKER: DD = SURVEY DISK
 BK3365_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK3365_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK3365_STAMPING: B 268 RESET 1985
 BK3365_MARK LOGO: LADTD 
 BK3365_PROJECTION: PROJECTING 7 CENTIMETERS
 BK3365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK3365_ROD/PIPE-DEPTH: 5.18 meters
 BK3365_SLEEVE-DEPTH  : 0.46 meters
 BK3365
 BK3365  HISTORY     - Date     Condition        Report By
 BK3365  HISTORY     - 1985     MONUMENTED       LADTD
 BK3365
 BK3365                          STATION DESCRIPTION
 BK3365
 BK3365'DESCRIBED BY LA TRANSP AND DEV 1985
 BK3365'8.7 KM (5.40 MI) SW FROM OAKDALE.
 BK3365'7.9 KM (4.90 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK3365'THE STATION IN OAKDALE, THENCE 0.8 KM (0.50 MI) EAST ALONG A GRAVELED
 BK3365'ROAD, AT THE ALLEN PARISH AIRPORT, 40.2 M (131.9 FT) NORTH OF THE
 BK3365'CENTER OF A PROPOSED EAST-WEST TAXIWAY, 24.4 M (80.1 FT) NORTHWEST OF
 BK3365'THE NORTHWEST CORNER OF AIRPORT OFFICE, AND 0.7 M (2.3 FT) SOUTH OF A
 BK3365'FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BK3365'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 BK3365'THE MARK IS ABOVE LEVEL WITH GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2111 ***********************************************************************
 BX2111  DESIGNATION -  B 27
 BX2111  PID         -  BX2111
 BX2111  STATE/COUNTY-  LA/SABINE
 BX2111  USGS QUAD   -  SALTER CREEK (1985)
 BX2111
 BX2111                         *CURRENT SURVEY CONTROL
 BX2111  ___________________________________________________________________
 BX2111* NAD 83(1986)-  31 29 22.     (N)    093 42 21.     (W)     SCALED    
 BX2111* NAVD 88     -        79.78   (+/-2cm)     261.7    (feet)  VERTCON   
 BX2111  ___________________________________________________________________
 BX2111  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX2111
 BX2111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2111
 BX2111.The horizontal coordinates were scaled from a topographic map and have
 BX2111.an estimated accuracy of +/- 6 seconds.
 BX2111
 BX2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2111.The vertical order pertains to the NGVD 29 superseded value.
 BX2111
 BX2111.The geoid height was determined by GEOID03.
 BX2111
 BX2111;                    North         East    Units  Estimated Accuracy
 BX2111;SPC LA N     -   110,340.      885,440.      MT  (+/- 180 meters Scaled)
 BX2111
 BX2111                          SUPERSEDED SURVEY CONTROL
 BX2111
 BX2111  NGVD 29 (??/??/??)   79.857  (m)          262.00   (f) ADJUSTED    2 0
 BX2111
 BX2111.Superseded values are not recommended for survey control.
 BX2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2111.See file dsdata.txt to determine how the superseded data were derived.
 BX2111
 BX2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ329840(NAD 83)
 BX2111_MARKER: DB = BENCH MARK DISK
 BX2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2111_STAMPING: B 27 1934
 BX2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2111+STABILITY: SURFACE MOTION
 BX2111
 BX2111  HISTORY     - Date     Condition        Report By
 BX2111  HISTORY     - 1934     MONUMENTED       CGS
 BX2111  HISTORY     - 1943     GOOD             CGS
 BX2111
 BX2111                          STATION DESCRIPTION
 BX2111
 BX2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2111'10.6 MI NE FROM MILAM, TX.
 BX2111'10.6 MILES N.E. OF AND ALONG STATE HIGHWAY NO.6 40 FEET S OF THE
 BX2111'CENTER OF THE HIGHWAY.  AT TOP OF LONG GRADE.  5 FEET E OF VERY DIM
 BX2111'SIDE ROAD.  CLOSE TO BASE OF A TALL PINE TREE.  NOTE-- THE DIM ROAD IS
 BX2111'ERODED BADLY, THE PINE TREE IS A STUMP.
 BX2111
 BX2111                          STATION RECOVERY (1943)
 BX2111
 BX2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BX2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2204 ***********************************************************************
 CQ2204  DESIGNATION -  B 270
 CQ2204  PID         -  CQ2204
 CQ2204  STATE/COUNTY-  LA/CADDO
 CQ2204  USGS QUAD   -  STONEWALL (1992)
 CQ2204
 CQ2204                         *CURRENT SURVEY CONTROL
 CQ2204  ___________________________________________________________________
 CQ2204* NAD 83(1986)-  32 18 17.     (N)    093 51 09.     (W)     SCALED    
 CQ2204* NAVD 88     -        61.747  (meters)     202.58   (feet)  ADJUSTED  
 CQ2204  ___________________________________________________________________
 CQ2204  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2204  DYNAMIC HT  -          61.677 (meters)     202.35  (feet)  COMP
 CQ2204  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 CQ2204
 CQ2204  VERT ORDER  -  FIRST     CLASS II
 CQ2204
 CQ2204.The horizontal coordinates were scaled from a topographic map and have
 CQ2204.an estimated accuracy of +/- 6 seconds.
 CQ2204
 CQ2204.The orthometric height was determined by differential leveling
 CQ2204.and adjusted by the National Geodetic Survey in June 1991..
 CQ2204
 CQ2204.The geoid height was determined by GEOID03.
 CQ2204
 CQ2204.The dynamic height is computed by dividing the NAVD 88
 CQ2204.geopotential number by the normal gravity value computed on the
 CQ2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2204.degrees latitude (g = 980.6199 gals.).
 CQ2204
 CQ2204.The modeled gravity was interpolated from observed gravity values.
 CQ2204
 CQ2204;                    North         East    Units  Estimated Accuracy
 CQ2204;SPC LA N     -   200,900.      872,630.      MT  (+/- 180 meters Scaled)
 CQ2204
 CQ2204                          SUPERSEDED SURVEY CONTROL
 CQ2204
 CQ2204  NGVD 29 (??/??/??)   61.816  (m)          202.81   (f) ADJUSTED    1 2
 CQ2204
 CQ2204.Superseded values are not recommended for survey control.
 CQ2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2204.See file dsdata.txt to determine how the superseded data were derived.
 CQ2204
 CQ2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR197745(NAD 83)
 CQ2204_MARKER: DB = BENCH MARK DISK
 CQ2204_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2204_SP_SET: STAINLESS STEEL ROD
 CQ2204_STAMPING: B 270 1979
 CQ2204_PROJECTION: FLUSH
 CQ2204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2204+STABILITY: POSITION/ELEVATION WELL
 CQ2204_ROD/PIPE-DEPTH: 6.10 meters
 CQ2204
 CQ2204  HISTORY     - Date     Condition        Report By
 CQ2204  HISTORY     - 1979     MONUMENTED       NGS
 CQ2204  HISTORY     - 19940910 GOOD             USPSQD
 CQ2204  HISTORY     - 19990206 GOOD             USPSQD
 CQ2204
 CQ2204                          STATION DESCRIPTION
 CQ2204
 CQ2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2204'2.35 MI SW FROM KEITHVILLE.
 CQ2204'0.4 MILE SOUTHEAST ALONG THE OLD MANSFIELD ROAD FROM THE POST OFFICE
 CQ2204'IN KEITHVILLE, THENCE 1.95 MILES SOUTHWEST ALONG KEITHVILLE-KEATCHIE
 CQ2204'ROAD, AT THE JUNCTION OF MT. BETHAL CHURCH ROAD, 38.0 FT. SOUTHEAST
 CQ2204'OF THE CENTERLINE OF KEITHVILLE-KEATCHIE ROAD, 23.0 FT. NORTHEAST
 CQ2204'OF THE CENTERLINE OF MT. BETHAL CHURCH ROAD, 1.5 FT. SOUTH OF A CORNER
 CQ2204'FENCE POST, 1.5 FT. SOUTHWEST OF A FENCE.  DISK IS 4 INCHES BELOW
 CQ2204'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2204'THE MARK IS 2 FT  W FROM A WITNESS POST.
 CQ2204'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CQ2204
 CQ2204                          STATION RECOVERY (1994)
 CQ2204
 CQ2204'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2204'RECOVERED IN GOOD CONDITION.
 CQ2204
 CQ2204                          STATION RECOVERY (1999)
 CQ2204
 CQ2204'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2195 ***********************************************************************
 CQ2195  DESIGNATION -  B 272
 CQ2195  PID         -  CQ2195
 CQ2195  STATE/COUNTY-  LA/CADDO
 CQ2195  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2195
 CQ2195                         *CURRENT SURVEY CONTROL
 CQ2195  ___________________________________________________________________
 CQ2195* NAD 83(1986)-  32 25 38.     (N)    093 47 06.     (W)     SCALED    
 CQ2195* NAVD 88     -        61.255  (meters)     200.97   (feet)  ADJUSTED  
 CQ2195  ___________________________________________________________________
 CQ2195  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2195  DYNAMIC HT  -          61.186 (meters)     200.74  (feet)  COMP
 CQ2195  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 CQ2195
 CQ2195  VERT ORDER  -  FIRST     CLASS II
 CQ2195
 CQ2195.The horizontal coordinates were scaled from a topographic map and have
 CQ2195.an estimated accuracy of +/- 6 seconds.
 CQ2195
 CQ2195.The orthometric height was determined by differential leveling
 CQ2195.and adjusted by the National Geodetic Survey in June 1991..
 CQ2195
 CQ2195.The geoid height was determined by GEOID03.
 CQ2195
 CQ2195.The dynamic height is computed by dividing the NAVD 88
 CQ2195.geopotential number by the normal gravity value computed on the
 CQ2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2195.degrees latitude (g = 980.6199 gals.).
 CQ2195
 CQ2195.The modeled gravity was interpolated from observed gravity values.
 CQ2195
 CQ2195;                    North         East    Units  Estimated Accuracy
 CQ2195;SPC LA N     -   214,400.      879,150.      MT  (+/- 180 meters Scaled)
 CQ2195
 CQ2195                          SUPERSEDED SURVEY CONTROL
 CQ2195
 CQ2195  NGVD 29 (??/??/??)   61.326  (m)          201.20   (f) ADJUSTED    1 2
 CQ2195
 CQ2195.Superseded values are not recommended for survey control.
 CQ2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2195.See file dsdata.txt to determine how the superseded data were derived.
 CQ2195
 CQ2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR261880(NAD 83)
 CQ2195_MARKER: DB = BENCH MARK DISK
 CQ2195_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2195_SP_SET: STAINLESS STEEL ROD
 CQ2195_STAMPING: B 272 1979
 CQ2195_PROJECTION: FLUSH
 CQ2195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2195+STABILITY: POSITION/ELEVATION WELL
 CQ2195_ROD/PIPE-DEPTH: 4.57 meters
 CQ2195
 CQ2195  HISTORY     - Date     Condition        Report By
 CQ2195  HISTORY     - 1979     MONUMENTED       NGS
 CQ2195  HISTORY     - 1987     GOOD             USPSQD
 CQ2195  HISTORY     - 1990     GOOD             USPSQD
 CQ2195  HISTORY     - 19990515 GOOD             USPSQD
 CQ2195
 CQ2195                          STATION DESCRIPTION
 CQ2195
 CQ2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2195'6.9 MI NE FROM KEITHVILLE.
 CQ2195'1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CQ2195'CROSSING OF PARISH ROAD 22 IN KEITHVILLE, THENCE 5.9 MILES NORTHEAST
 CQ2195'ALONG U.S. HIGHWAY 171 AND MANSFIELD ROAD, AT THE JUNCTION OF
 CQ2195'KINGSTON ROAD, 179 FT. SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 CQ2195'LANE OF THE HIGHWAY, 65.0 FT. SOUTHEAST OF THE SOUTHEAST RAIL,
 CQ2195'43.0 FT. SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.0 FT. SOUTHEAST
 CQ2195'OF A TELEPHONE POLE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 CQ2195'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2195'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 CQ2195'THE MARK IS 1 FT BELOW KINGSTON ROAD.
 CQ2195
 CQ2195                          STATION RECOVERY (1987)
 CQ2195
 CQ2195'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ2195'RECOVERED IN GOOD CONDITION.
 CQ2195
 CQ2195                          STATION RECOVERY (1990)
 CQ2195
 CQ2195'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2195'RECOVERED IN GOOD CONDITION.
 CQ2195
 CQ2195                          STATION RECOVERY (1999)
 CQ2195
 CQ2195'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2211 ***********************************************************************
 BX2211  DESIGNATION -  B 28
 BX2211  PID         -  BX2211
 BX2211  STATE/COUNTY-  LA/SABINE
 BX2211  USGS QUAD   -  LORING (1994)
 BX2211
 BX2211                         *CURRENT SURVEY CONTROL
 BX2211  ___________________________________________________________________
 BX2211* NAD 83(1986)-  31 37 26.     (N)    093 36 50.     (W)     SCALED    
 BX2211* NAVD 88     -        68.76   (+/-2cm)     225.6    (feet)  VERTCON   
 BX2211  ___________________________________________________________________
 BX2211  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2211
 BX2211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2211
 BX2211.The horizontal coordinates were scaled from a topographic map and have
 BX2211.an estimated accuracy of +/- 6 seconds.
 BX2211
 BX2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2211.The vertical order pertains to the NGVD 29 superseded value.
 BX2211
 BX2211.The geoid height was determined by GEOID03.
 BX2211
 BX2211;                    North         East    Units  Estimated Accuracy
 BX2211;SPC LA N     -   125,150.      894,330.      MT  (+/- 180 meters Scaled)
 BX2211
 BX2211                          SUPERSEDED SURVEY CONTROL
 BX2211
 BX2211  NGVD 29 (??/??/??)   68.853  (m)          225.90   (f) ADJUSTED    2 0
 BX2211
 BX2211.Superseded values are not recommended for survey control.
 BX2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2211.See file dsdata.txt to determine how the superseded data were derived.
 BX2211
 BX2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ417989(NAD 83)
 BX2211_MARKER: DB = BENCH MARK DISK
 BX2211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2211_SP_SET: CULVERT
 BX2211_STAMPING: B 28 1935
 BX2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2211
 BX2211  HISTORY     - Date     Condition        Report By
 BX2211  HISTORY     - 1935     MONUMENTED       CGS
 BX2211  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX2211  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2211
 BX2211                          STATION DESCRIPTION
 BX2211
 BX2211'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX2211'1.7 MI SE FROM ZWOLLE.
 BX2211'1.7 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX2211'ZWOLLE, SABINE PARISH, AT THE FIRST CURVE SOUTHEAST OF BRIDGE 624 A,
 BX2211'IN THE TOP OF THE SOUTHWEST HEAD WALL OF A CONCRETE CULVERT, AND 12
 BX2211'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 BX2211'STAMPED B  28 1935.
 BX2211
 BX2211                          STATION RECOVERY (2001)
 BX2211
 BX2211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2211'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0178 ***********************************************************************
 AT0178  DESIGNATION -  B 280
 AT0178  PID         -  AT0178
 AT0178  STATE/COUNTY-  LA/PLAQUEMINES
 AT0178  USGS QUAD   -  SOUTH PASS (1971)
 AT0178
 AT0178                         *CURRENT SURVEY CONTROL
 AT0178  ___________________________________________________________________
 AT0178* NAD 83(1986)-  29 06 28.     (N)    089 14 28.     (W)     SCALED    
 AT0178* NAVD 88     -         0.331  (meters)       1.09   (feet)  READJUSTED
 AT0178  ___________________________________________________________________
 AT0178  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AT0178  DYNAMIC HT  -           0.330 (meters)       1.08  (feet)  COMP
 AT0178  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 AT0178
 AT0178  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0178
 AT0178.The horizontal coordinates were scaled from a topographic map and have
 AT0178.an estimated accuracy of +/- 6 seconds.
 AT0178
 AT0178.The orthometric height was determined by differential leveling
 AT0178.and adjusted by the National Geodetic Survey in February 1994..
 AT0178.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0178.distribution rate of 0.0 thru 1.0 mm/km.
 AT0178.The height was derived from older observations constrained to new
 AT0178.heights in a crustal motion area.  The height is approximate in
 AT0178.relation to other heights in its vicinity.
 AT0178
 AT0178.The geoid height was determined by GEOID03.
 AT0178
 AT0178.The dynamic height is computed by dividing the NAVD 88
 AT0178.geopotential number by the normal gravity value computed on the
 AT0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0178.degrees latitude (g = 980.6199 gals.).
 AT0178
 AT0178.The modeled gravity was interpolated from observed gravity values.
 AT0178
 AT0178;                    North         East    Units  Estimated Accuracy
 AT0178;SPC LA S     -    69,230.    1,203,650.      MT  (+/- 180 meters Scaled)
 AT0178
 AT0178                          SUPERSEDED SURVEY CONTROL
 AT0178
 AT0178  NGVD 29 (??/??/??)    0.411  (m)            1.35   (f) ADJUSTED    1 1
 AT0178
 AT0178.Superseded values are not recommended for survey control.
 AT0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0178.See file dsdata.txt to determine how the superseded data were derived.
 AT0178
 AT0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT819220(NAD 83)
 AT0178_MARKER: DB = BENCH MARK DISK
 AT0178_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0178_SP_SET: 96 FEET
 AT0178_STAMPING: B 280 1971
 AT0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0178
 AT0178  HISTORY     - Date     Condition        Report By
 AT0178  HISTORY     - 1971     MONUMENTED       NGS
 AT0178
 AT0178                          STATION DESCRIPTION
 AT0178
 AT0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0178'5.0 MI S FROM PILOTTOWN.
 AT0178'ABOUT 2.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0178'LOOKOUT TOWER AT PILOTTOWN, THENCE 2.8 MILES SOUTH ALONG THE WEST BANK
 AT0178'OF SOUTH PASS, ABOUT 0.5 MILE NORTH OF A CHANNEL LIGHT BEARING A
 AT0178'NUMBER 9, ABOUT 0.2 MILE WEST OF AND ACROSS PASS FROM MILEPOST 3, 25
 AT0178'YARDS WEST OF THE WEST BANK OF THE PASS, AND IS A DISK ON THE TOP OF A
 AT0178'COPPER COATED ROD PROJECTING 12 INCHES ABOVE THE LEVEL OF THE GROUND
 AT0178'AND PROTECTED BY 4 CREOSOTED POST (THE EAST POST HAS A WITNESS SIGN
 AT0178'ATTACHED), PROTECTED BY A 4 INCH PLASTIC PIPE WHICH PROJECTS 12 INCHES
 AT0178'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 96
 AT0178'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0531 ***********************************************************************
 AT0531  DESIGNATION -  B 280 USE RESET 1977
 AT0531  PID         -  AT0531
 AT0531  STATE/COUNTY-  LA/PLAQUEMINES
 AT0531  USGS QUAD   -  SOUTH PASS (1971)
 AT0531
 AT0531                         *CURRENT SURVEY CONTROL
 AT0531  ___________________________________________________________________
 AT0531* NAD 83(1986)-  29 06 28.     (N)    089 14 28.     (W)     SCALED    
 AT0531* NAVD 88     -         0.96   (+/-2cm)       3.1    (feet)  VERTCON   
 AT0531  ___________________________________________________________________
 AT0531  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AT0531
 AT0531  VERT ORDER  -  THIRD (See Below)
 AT0531
 AT0531.The horizontal coordinates were scaled from a topographic map and have
 AT0531.an estimated accuracy of +/- 6 seconds.
 AT0531
 AT0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0531.The vertical order pertains to the NGVD 29 superseded value.
 AT0531
 AT0531.The geoid height was determined by GEOID03.
 AT0531
 AT0531;                    North         East    Units  Estimated Accuracy
 AT0531;SPC LA S     -    69,230.    1,203,650.      MT  (+/- 180 meters Scaled)
 AT0531
 AT0531                          SUPERSEDED SURVEY CONTROL
 AT0531
 AT0531  NGVD 29 (??/??/??)    1.04   (m)            3.4    (f) RESET       3  
 AT0531
 AT0531.Superseded values are not recommended for survey control.
 AT0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0531.See file dsdata.txt to determine how the superseded data were derived.
 AT0531
 AT0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT819220(NAD 83)
 AT0531_MARKER: DB = BENCH MARK DISK
 AT0531_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0531_STAMPING: B 280 RESET 1977
 AT0531_PROJECTION: PROJECTING 8 CENTIMETERS
 AT0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0531_ROD/PIPE-DEPTH: 25.0 meters
 AT0531
 AT0531  HISTORY     - Date     Condition        Report By
 AT0531  HISTORY     - 1977     MONUMENTED       USE
 AT0531
 AT0531                          STATION DESCRIPTION
 AT0531
 AT0531'DESCRIBED BY US ENGINEERS 1977
 AT0531'4.85 MI SOUTH FROM PILOTTOWN.
 AT0531'2.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0531'LOOKOUT TOWER IN PILOTTOWN, THENCE 2.65 MILES SOUTH ALONG THE WEST
 AT0531'BANK OF SOUTH PASS, ABOUT 0.5 MILE NORTH OF CHANNEL LIGHT 9,
 AT0531'50.0 FEET WEST OF THE WEST BANK AT BASE LINE NO 116+61.9,A COPPER
 AT0531'STEEL ROD ENCASED IN A 4-INCH PLASTIC PIPE. IT IS DIRECTLY UNDER
 AT0531'THE CENTER OF TOWER NO 4-S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0058 ***********************************************************************
 BJ0058  DESIGNATION -  B 282
 BJ0058  PID         -  BJ0058
 BJ0058  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0058  USGS QUAD   -  NEW ROADS (1994)
 BJ0058
 BJ0058                         *CURRENT SURVEY CONTROL
 BJ0058  ___________________________________________________________________
 BJ0058* NAD 83(1986)-  30 43 48.     (N)    091 27 57.     (W)     SCALED    
 BJ0058* NAVD 88     -        11.075  (meters)      36.34   (feet)  ADJUSTED  
 BJ0058  ___________________________________________________________________
 BJ0058  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0058  DYNAMIC HT  -          11.060 (meters)      36.29  (feet)  COMP
 BJ0058  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 BJ0058
 BJ0058  VERT ORDER  -  FIRST     CLASS I
 BJ0058
 BJ0058.The horizontal coordinates were scaled from a topographic map and have
 BJ0058.an estimated accuracy of +/- 6 seconds.
 BJ0058
 BJ0058.The orthometric height was determined by differential leveling
 BJ0058.and adjusted by the National Geodetic Survey in February 1994..
 BJ0058
 BJ0058.The geoid height was determined by GEOID03.
 BJ0058
 BJ0058.The dynamic height is computed by dividing the NAVD 88
 BJ0058.geopotential number by the normal gravity value computed on the
 BJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0058.degrees latitude (g = 980.6199 gals.).
 BJ0058
 BJ0058.The modeled gravity was interpolated from observed gravity values.
 BJ0058
 BJ0058;                    North         East    Units  Estimated Accuracy
 BJ0058;SPC LA S     -   247,200.      987,310.      MT  (+/- 180 meters Scaled)
 BJ0058
 BJ0058                          SUPERSEDED SURVEY CONTROL
 BJ0058
 BJ0058  NAVD 88 (06/15/91)   11.106  (m)           36.44   (f) UNKNOWN     1 1
 BJ0058  NGVD 29 (??/??/??)   11.060  (m)           36.29   (f) ADJUSTED    1 1
 BJ0058
 BJ0058.Superseded values are not recommended for survey control.
 BJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0058.See file dsdata.txt to determine how the superseded data were derived.
 BJ0058
 BJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ468006(NAD 83)
 BJ0058_MARKER: DB = BENCH MARK DISK
 BJ0058_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0058+WITH SETTING: INTO GROUND
 BJ0058_SP_SET: METAL ROD WITH BASE PLATE
 BJ0058_STAMPING: B 282 1976
 BJ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0058+STABILITY: SURFACE MOTION
 BJ0058
 BJ0058  HISTORY     - Date     Condition        Report By
 BJ0058  HISTORY     - 1976     MONUMENTED       NGS
 BJ0058
 BJ0058                          STATION DESCRIPTION
 BJ0058
 BJ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0058'2.2 MI WEST FROM POINTE COUPEE.
 BJ0058'2.2 MILES WEST ALONG STATE HIGHWAY 420 FROM THE JUNCTION OF STATE
 BJ0058'HIGHWAYS 10 AND 420, 0.6 MILE WEST OF THE FAIRLANE CHURCH, AT THE
 BJ0058'NORTHEAST CORNER OF A YARD FOR A LARGE BRICK HOUSE, 35 FT SOUTH OF THE
 BJ0058'CENTER LINE OF THE ROAD, 1.4 FT NORTH OF A CHAIN LINK FENCE, 160 FT
 BJ0058'EAST OF THE CENTER LINE OF THE DRIVE WAY LEADING TO A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0106 ***********************************************************************
 BJ0106  DESIGNATION -  B 283
 BJ0106  PID         -  BJ0106
 BJ0106  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0106  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0106
 BJ0106                         *CURRENT SURVEY CONTROL
 BJ0106  ___________________________________________________________________
 BJ0106* NAD 83(1986)-  30 30 14.     (N)    091 14 42.     (W)     SCALED    
 BJ0106* NAVD 88     -         8.282  (meters)      27.17   (feet)  ADJUSTED  
 BJ0106  ___________________________________________________________________
 BJ0106  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0106  DYNAMIC HT  -           8.271 (meters)      27.14  (feet)  COMP
 BJ0106  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ0106
 BJ0106  VERT ORDER  -  FIRST     CLASS I
 BJ0106
 BJ0106.The horizontal coordinates were scaled from a topographic map and have
 BJ0106.an estimated accuracy of +/- 6 seconds.
 BJ0106
 BJ0106.The orthometric height was determined by differential leveling
 BJ0106.and adjusted by the National Geodetic Survey in February 1994..
 BJ0106
 BJ0106.The geoid height was determined by GEOID03.
 BJ0106
 BJ0106.The dynamic height is computed by dividing the NAVD 88
 BJ0106.geopotential number by the normal gravity value computed on the
 BJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0106.degrees latitude (g = 980.6199 gals.).
 BJ0106
 BJ0106.The modeled gravity was interpolated from observed gravity values.
 BJ0106
 BJ0106;                    North         East    Units  Estimated Accuracy
 BJ0106;SPC LA S     -   222,130.    1,008,480.      MT  (+/- 180 meters Scaled)
 BJ0106
 BJ0106                          SUPERSEDED SURVEY CONTROL
 BJ0106
 BJ0106  NAVD 88 (06/15/91)    8.305  (m)           27.25   (f) UNKNOWN     1 1
 BJ0106  NGVD 29 (??/??/??)    8.269  (m)           27.13   (f) ADJUSTED    1 1
 BJ0106
 BJ0106.Superseded values are not recommended for survey control.
 BJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0106.See file dsdata.txt to determine how the superseded data were derived.
 BJ0106
 BJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP684759(NAD 83)
 BJ0106_MARKER: DB = BENCH MARK DISK
 BJ0106_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0106_SP_SET: COPPER-CLAD STEEL ROD
 BJ0106_STAMPING: B 283 1976
 BJ0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0106
 BJ0106  HISTORY     - Date     Condition        Report By
 BJ0106  HISTORY     - 1976     MONUMENTED       NGS
 BJ0106
 BJ0106                          STATION DESCRIPTION
 BJ0106
 BJ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0106'5.85 MI NW FROM PORT ALLEN.
 BJ0106'5.85 MILES NORTHWEST ALONG STATE HIGHWAY 986 FROM THE JUNCTION
 BJ0106'WITH THIRD STREET IN PORT ALLEN, 0.6 MILE NORTHEAST OF THE JUNCTION
 BJ0106'OF STATE HIGHWAY 415, 0.15 MILE SOUTHEAST OF A T FENCE JUNCTION
 BJ0106'34.5 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 136 FT
 BJ0106'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST MISS. RIVER LEVEE
 BJ0106'ROAD, 153 FT SOUTHWEST OF THE CENTER OF THE NORTHWEST END OF A
 BJ0106'CONCRETE PIPE CULVERT, 0.5 FT NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0447 ***********************************************************************
 BJ0447  DESIGNATION -  B 284
 BJ0447  PID         -  BJ0447
 BJ0447  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0447  USGS QUAD   -  ELM PARK (1994)
 BJ0447
 BJ0447                         *CURRENT SURVEY CONTROL
 BJ0447  ___________________________________________________________________
 BJ0447* NAD 83(1986)-  30 46 32.     (N)    091 19 58.     (W)     SCALED    
 BJ0447* NAVD 88     -        34.843  (meters)     114.31   (feet)  ADJUSTED  
 BJ0447  ___________________________________________________________________
 BJ0447  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0447  DYNAMIC HT  -          34.798 (meters)     114.17  (feet)  COMP
 BJ0447  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 BJ0447
 BJ0447  VERT ORDER  -  FIRST     CLASS I
 BJ0447
 BJ0447.The horizontal coordinates were scaled from a topographic map and have
 BJ0447.an estimated accuracy of +/- 6 seconds.
 BJ0447
 BJ0447.The orthometric height was determined by differential leveling
 BJ0447.and adjusted by the National Geodetic Survey in February 1994..
 BJ0447
 BJ0447.The geoid height was determined by GEOID03.
 BJ0447
 BJ0447.The dynamic height is computed by dividing the NAVD 88
 BJ0447.geopotential number by the normal gravity value computed on the
 BJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0447.degrees latitude (g = 980.6199 gals.).
 BJ0447
 BJ0447.The modeled gravity was interpolated from observed gravity values.
 BJ0447
 BJ0447;                    North         East    Units  Estimated Accuracy
 BJ0447;SPC LA S     -   252,240.    1,000,050.      MT  (+/- 180 meters Scaled)
 BJ0447
 BJ0447                          SUPERSEDED SURVEY CONTROL
 BJ0447
 BJ0447  NGVD 29 (??/??/??)   34.828  (m)          114.26   (f) ADJUSTED    1 1
 BJ0447
 BJ0447.Superseded values are not recommended for survey control.
 BJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0447.See file dsdata.txt to determine how the superseded data were derived.
 BJ0447
 BJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ595059(NAD 83)
 BJ0447_MARKER: DB = BENCH MARK DISK
 BJ0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0447_SP_SET: BRIDGE
 BJ0447_STAMPING: B 284 1976
 BJ0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0447
 BJ0447  HISTORY     - Date     Condition        Report By
 BJ0447  HISTORY     - 1976     MONUMENTED       NGS
 BJ0447
 BJ0447                          STATION DESCRIPTION
 BJ0447
 BJ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0447'2.85 MI EAST FROM ST FRANCISVILLE.
 BJ0447'2.85 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0447'HIGHWAY 10 AT ST. FRANCISVILLE, 0.2 MILE SOUTHEAST OF MILEPOST 104,
 BJ0447'19 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 BJ0447'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE
 BJ0447'OVER GRANTS BAYOU, 1.5 FT SOUTHWEST OF THE NORTHEAST END OF THE
 BJ0447'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0216 ***********************************************************************
 BJ0216  DESIGNATION -  B 284 X
 BJ0216  PID         -  BJ0216
 BJ0216  STATE/COUNTY-  LA/ST LANDRY
 BJ0216  USGS QUAD   -  MELVILLE (1994)
 BJ0216
 BJ0216                         *CURRENT SURVEY CONTROL
 BJ0216  ___________________________________________________________________
 BJ0216* NAD 83(1986)-  30 41 28.     (N)    091 44 37.     (W)     SCALED    
 BJ0216* NAVD 88     -        10.608  (meters)      34.80   (feet)  ADJUSTED  
 BJ0216  ___________________________________________________________________
 BJ0216  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0216  DYNAMIC HT  -          10.595 (meters)      34.76  (feet)  COMP
 BJ0216  MODELED GRAV-     979,358.6   (mgal)                       NAVD 88
 BJ0216
 BJ0216  VERT ORDER  -  FIRST     CLASS I
 BJ0216
 BJ0216.The horizontal coordinates were scaled from a topographic map and have
 BJ0216.an estimated accuracy of +/- 6 seconds.
 BJ0216
 BJ0216.The orthometric height was determined by differential leveling
 BJ0216.and adjusted by the National Geodetic Survey in February 1994..
 BJ0216
 BJ0216.The geoid height was determined by GEOID03.
 BJ0216
 BJ0216.The dynamic height is computed by dividing the NAVD 88
 BJ0216.geopotential number by the normal gravity value computed on the
 BJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0216.degrees latitude (g = 980.6199 gals.).
 BJ0216
 BJ0216.The modeled gravity was interpolated from observed gravity values.
 BJ0216
 BJ0216;                    North         East    Units  Estimated Accuracy
 BJ0216;SPC LA S     -   242,950.      960,690.      MT  (+/- 180 meters Scaled)
 BJ0216
 BJ0216                          SUPERSEDED SURVEY CONTROL
 BJ0216
 BJ0216  NAVD 88 (06/15/91)   10.649  (m)           34.94   (f) UNKNOWN     1 1
 BJ0216  NGVD 29 (??/??/??)   10.613  (m)           34.82   (f) ADJUSTED    1 1
 BJ0216
 BJ0216.Superseded values are not recommended for survey control.
 BJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0216.See file dsdata.txt to determine how the superseded data were derived.
 BJ0216
 BJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP203960(NAD 83)
 BJ0216_MARKER: DB = BENCH MARK DISK
 BJ0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0216_SP_SET: BUILDING
 BJ0216_STAMPING: B 284 X 1976
 BJ0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0216
 BJ0216  HISTORY     - Date     Condition        Report By
 BJ0216  HISTORY     - 1976     MONUMENTED       NGS
 BJ0216
 BJ0216                          STATION DESCRIPTION
 BJ0216
 BJ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0216'IN MELVILLE.
 BJ0216'AT THE SOUTHWEST CORNER OF THE JUNCTION OF STATE HIGHWAYS 10 AND 105
 BJ0216'LEADING SOUTH, SET VERTICALLY IN THE NORTH BRICK WALL OF THE FIRST
 BJ0216'PENTECOSTAL CHURCH, 1.0 FT WEST OF THE NORTHEAST CORNER, 4.0 FT ABOVE
 BJ0216'GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0589 ***********************************************************************
 BJ0589  DESIGNATION -  B 285
 BJ0589  PID         -  BJ0589
 BJ0589  STATE/COUNTY-  LA/IBERVILLE
 BJ0589  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0589
 BJ0589                         *CURRENT SURVEY CONTROL
 BJ0589  ___________________________________________________________________
 BJ0589* NAD 83(1986)-  30 16 14.     (N)    091 08 40.     (W)     SCALED    
 BJ0589* NAVD 88     -         6.851  (meters)      22.48   (feet)  ADJUSTED  
 BJ0589  ___________________________________________________________________
 BJ0589  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ0589  DYNAMIC HT  -           6.842 (meters)      22.45  (feet)  COMP
 BJ0589  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BJ0589
 BJ0589  VERT ORDER  -  FIRST     CLASS I
 BJ0589
 BJ0589.The horizontal coordinates were scaled from a topographic map and have
 BJ0589.an estimated accuracy of +/- 6 seconds.
 BJ0589
 BJ0589.The orthometric height was determined by differential leveling
 BJ0589.and adjusted by the National Geodetic Survey in February 1994..
 BJ0589
 BJ0589.The geoid height was determined by GEOID03.
 BJ0589
 BJ0589.The dynamic height is computed by dividing the NAVD 88
 BJ0589.geopotential number by the normal gravity value computed on the
 BJ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0589.degrees latitude (g = 980.6199 gals.).
 BJ0589
 BJ0589.The modeled gravity was interpolated from observed gravity values.
 BJ0589
 BJ0589;                    North         East    Units  Estimated Accuracy
 BJ0589;SPC LA S     -   196,270.    1,018,170.      MT  (+/- 180 meters Scaled)
 BJ0589
 BJ0589                          SUPERSEDED SURVEY CONTROL
 BJ0589
 BJ0589  NGVD 29 (??/??/??)    6.864  (m)           22.52   (f) ADJUSTED    1 1
 BJ0589
 BJ0589.Superseded values are not recommended for survey control.
 BJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0589.See file dsdata.txt to determine how the superseded data were derived.
 BJ0589
 BJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP784502(NAD 83)
 BJ0589_MARKER: DB = BENCH MARK DISK
 BJ0589_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0589+WITH SETTING: INTO GROUND
 BJ0589_SP_SET: METAL ROD WITH BASE PLATE
 BJ0589_STAMPING: B 285 1976
 BJ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0589+STABILITY: SURFACE MOTION
 BJ0589
 BJ0589  HISTORY     - Date     Condition        Report By
 BJ0589  HISTORY     - 1976     MONUMENTED       NGS
 BJ0589
 BJ0589                          STATION DESCRIPTION
 BJ0589
 BJ0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0589'5.0 MI EAST FROM PLAQUEMINE.
 BJ0589'5.0 MILES EAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0589'HIGHWAY 75, 0.4 MILE EAST OF THE JUNCTION OF ELLA ROAD, 131.5 FT EAST
 BJ0589'OF THE CENTER LINE OF A FIELD ENTRANCE ROAD, 41 FT SOUTH OF THE CENTER
 BJ0589'LINE OF THE HIGHWAY, 27 FT WEST OF POWER LINE POLE NUMBER 102, 5 FT
 BJ0589'EAST OF THE NORTHEAST CORNER OF A STOCK PEN, 1.5 FT NORTH OF A FENCE.
 BJ0589'THE DISK IS 0.2 FT BELOW LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0511 ***********************************************************************
 BJ0511  DESIGNATION -  B 287
 BJ0511  PID         -  BJ0511
 BJ0511  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0511  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0511
 BJ0511                         *CURRENT SURVEY CONTROL
 BJ0511  ___________________________________________________________________
 BJ0511* NAD 83(1986)-  30 31 50.     (N)    091 09 22.     (W)     SCALED    
 BJ0511* NAVD 88     -        19.148  (meters)      62.82   (feet)  ADJUSTED  
 BJ0511  ___________________________________________________________________
 BJ0511  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0511  DYNAMIC HT  -          19.123 (meters)      62.74  (feet)  COMP
 BJ0511  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ0511
 BJ0511  VERT ORDER  -  FIRST     CLASS I
 BJ0511
 BJ0511.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ0511
 BJ0511.The horizontal coordinates were scaled from a topographic map and have
 BJ0511.an estimated accuracy of +/- 6 seconds.
 BJ0511
 BJ0511.The orthometric height was determined by differential leveling
 BJ0511.and adjusted by the National Geodetic Survey in February 1994..
 BJ0511
 BJ0511.The geoid height was determined by GEOID03.
 BJ0511
 BJ0511.The dynamic height is computed by dividing the NAVD 88
 BJ0511.geopotential number by the normal gravity value computed on the
 BJ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0511.degrees latitude (g = 980.6199 gals.).
 BJ0511
 BJ0511.The modeled gravity was interpolated from observed gravity values.
 BJ0511
 BJ0511;                    North         East    Units  Estimated Accuracy
 BJ0511;SPC LA S     -   225,090.    1,017,010.      MT  (+/- 180 meters Scaled)
 BJ0511
 BJ0511                          SUPERSEDED SURVEY CONTROL
 BJ0511
 BJ0511  NGVD 29 (??/??/??)   19.136  (m)           62.78   (f) ADJUSTED    1 1
 BJ0511
 BJ0511.Superseded values are not recommended for survey control.
 BJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0511.See file dsdata.txt to determine how the superseded data were derived.
 BJ0511
 BJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP769790(NAD 83)
 BJ0511_MARKER: DB = BENCH MARK DISK
 BJ0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0511_SP_SET: CULVERT
 BJ0511_STAMPING: B 287 1976
 BJ0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0511
 BJ0511  HISTORY     - Date     Condition        Report By
 BJ0511  HISTORY     - 1976     MONUMENTED       NGS
 BJ0511  HISTORY     - 1983     GOOD             USGS
 BJ0511
 BJ0511                          STATION DESCRIPTION
 BJ0511
 BJ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0511'IN SCOTLANDVILLE.
 BJ0511'AT RYAN AIRPORT, 0.15 MILE SOUTH OF THE CONTROL TOWER, 216 FT EAST
 BJ0511'OF THE CENTER LINE OF AVENUE D RYAN, 88 FT NORTH OF THE EXTENDED
 BJ0511'CENTER LINE OF 8TH STREET RYAN, 15.5 FT SOUTHEAST OF
 BJ0511'THE NORTHEAST CORNER OF A BRICK OFFICE BUILDING OF BATON ROUGE
 BJ0511'AIRCRAFT, INC., SET IN TOP OF THE SOUTHEAST CORNER OF A 5X7 FT
 BJ0511'CONCRETE UNDERGROUND UTILITIES BOX.
 BJ0511
 BJ0511                          STATION RECOVERY (1983)
 BJ0511
 BJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BJ0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0179 ***********************************************************************
 BJ0179  DESIGNATION -  B 288
 BJ0179  PID         -  BJ0179
 BJ0179  STATE/COUNTY-  LA/AVOYELLES
 BJ0179  USGS QUAD   -  SIMMESPORT (1969)
 BJ0179
 BJ0179                         *CURRENT SURVEY CONTROL
 BJ0179  ___________________________________________________________________
 BJ0179* NAD 83(1986)-  30 54 11.     (N)    091 48 31.     (W)     SCALED    
 BJ0179* NAVD 88     -        12.970  (meters)      42.55   (feet)  ADJUSTED  
 BJ0179  ___________________________________________________________________
 BJ0179  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0179  DYNAMIC HT  -          12.954 (meters)      42.50  (feet)  COMP
 BJ0179  MODELED GRAV-     979,380.9   (mgal)                       NAVD 88
 BJ0179
 BJ0179  VERT ORDER  -  FIRST     CLASS I
 BJ0179
 BJ0179.The horizontal coordinates were scaled from a topographic map and have
 BJ0179.an estimated accuracy of +/- 6 seconds.
 BJ0179
 BJ0179.The orthometric height was determined by differential leveling
 BJ0179.and adjusted by the National Geodetic Survey in February 1994..
 BJ0179
 BJ0179.The geoid height was determined by GEOID03.
 BJ0179
 BJ0179.The dynamic height is computed by dividing the NAVD 88
 BJ0179.geopotential number by the normal gravity value computed on the
 BJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0179.degrees latitude (g = 980.6199 gals.).
 BJ0179
 BJ0179.The modeled gravity was interpolated from observed gravity values.
 BJ0179
 BJ0179;                    North         East    Units  Estimated Accuracy
 BJ0179;SPC LA N     -    44,900.    1,066,100.      MT  (+/- 180 meters Scaled)
 BJ0179
 BJ0179                          SUPERSEDED SURVEY CONTROL
 BJ0179
 BJ0179  NAVD 88 (06/15/91)   12.999  (m)           42.65   (f) UNKNOWN     1 1
 BJ0179  NGVD 29 (??/??/??)   12.955  (m)           42.50   (f) ADJUSTED    1 1
 BJ0179
 BJ0179.Superseded values are not recommended for survey control.
 BJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0179.See file dsdata.txt to determine how the superseded data were derived.
 BJ0179
 BJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ138194(NAD 83)
 BJ0179_MARKER: DB = BENCH MARK DISK
 BJ0179_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0179+WITH SETTING: INTO GROUND
 BJ0179_SP_SET: METAL ROD WITH BASE PLATE
 BJ0179_STAMPING: B 288 1976
 BJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0179+STABILITY: SURFACE MOTION
 BJ0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0179+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BJ0179
 BJ0179  HISTORY     - Date     Condition        Report By
 BJ0179  HISTORY     - 1976     MONUMENTED       NGS
 BJ0179  HISTORY     - 20040122 GOOD             USPSQD
 BJ0179  HISTORY     - 20050317 GOOD             USPSQD
 BJ0179
 BJ0179                          STATION DESCRIPTION
 BJ0179
 BJ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0179'5.0 MI SOUTH FROM SIMMESPORT.
 BJ0179'5.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0179'SCHOOL, AT PLEASANT GREENS CHURCH, 37.5 FT EAST OF THE THE CENTER LINE
 BJ0179'OF HIGHWAY 105, 184 FT SOUTH OF THE CENTER LINE OF THE DRIVEWAY INTO
 BJ0179'PLEASANT GREENS CHURCH, 2.5 FT NORTH OF A POWER POLE WITH DOUBLE GUY
 BJ0179'WIRES AND A TRANSFORMER, 169 FT SOUTHWEST OF THE SOUTHWEST CORNER OF
 BJ0179'THE CHURCH
 BJ0179
 BJ0179                          STATION RECOVERY (2004)
 BJ0179
 BJ0179'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0179'RECOVERY DIRECTIONS VALID.
 BJ0179
 BJ0179                          STATION RECOVERY (2005)
 BJ0179
 BJ0179'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2007 ***********************************************************************
 BX2007  DESIGNATION -  B 29
 BX2007  PID         -  BX2007
 BX2007  STATE/COUNTY-  LA/VERNON
 BX2007  USGS QUAD   -  NEW LLANO (1994)
 BX2007
 BX2007                         *CURRENT SURVEY CONTROL
 BX2007  ___________________________________________________________________
 BX2007* NAD 83(1986)-  31 01 44.     (N)    093 16 07.     (W)     SCALED    
 BX2007* NAVD 88     -        72.25   (+/-2cm)     237.0    (feet)  VERTCON   
 BX2007  ___________________________________________________________________
 BX2007  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX2007
 BX2007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2007
 BX2007.The horizontal coordinates were scaled from a topographic map and have
 BX2007.an estimated accuracy of +/- 6 seconds.
 BX2007
 BX2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2007.The vertical order pertains to the NGVD 29 superseded value.
 BX2007
 BX2007.The geoid height was determined by GEOID03.
 BX2007
 BX2007;                    North         East    Units  Estimated Accuracy
 BX2007;SPC LA N     -    58,900.      926,620.      MT  (+/- 180 meters Scaled)
 BX2007
 BX2007                          SUPERSEDED SURVEY CONTROL
 BX2007
 BX2007  NGVD 29 (??/??/??)   72.384  (m)          237.48   (f) ADJUSTED    2 0
 BX2007
 BX2007.Superseded values are not recommended for survey control.
 BX2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2007.See file dsdata.txt to determine how the superseded data were derived.
 BX2007
 BX2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ743328(NAD 83)
 BX2007_MARKER: DB = BENCH MARK DISK
 BX2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2007_STAMPING: B 29 1935
 BX2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2007+STABILITY: SURFACE MOTION
 BX2007
 BX2007  HISTORY     - Date     Condition        Report By
 BX2007  HISTORY     - 1935     MONUMENTED       CGS
 BX2007  HISTORY     - 1943     GOOD             CGS
 BX2007  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2007  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2007
 BX2007                          STATION DESCRIPTION
 BX2007
 BX2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2007'7.6 MI S FROM LEESVILLE.
 BX2007'7.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2007'STATION AT LEESVILLE, VERNON PARISH, 20 FEET WEST OF MILEPOST 676, AT
 BX2007'A ROAD CROSSING, 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 31
 BX2007'FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B
 BX2007'29 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX2007
 BX2007                          STATION RECOVERY (1994)
 BX2007
 BX2007'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2007'MARK NOT FOUND.
 BX2007
 BX2007                          STATION RECOVERY (2001)
 BX2007
 BX2007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2007'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0895 ***********************************************************************
 BJ0895  DESIGNATION -  B 290
 BJ0895  PID         -  BJ0895
 BJ0895  STATE/COUNTY-  LA/LIVINGSTON
 BJ0895  USGS QUAD   -  SATSUMA (1980)
 BJ0895
 BJ0895                         *CURRENT SURVEY CONTROL
 BJ0895  ___________________________________________________________________
 BJ0895* NAD 83(1986)-  30 30 11.     (N)    090 47 28.     (W)     SCALED    
 BJ0895* NAVD 88     -        12.960  (meters)      42.52   (feet)  ADJUSTED  
 BJ0895  ___________________________________________________________________
 BJ0895  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ0895  DYNAMIC HT  -          12.944 (meters)      42.47  (feet)  COMP
 BJ0895  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ0895
 BJ0895  VERT ORDER  -  FIRST     CLASS I
 BJ0895
 BJ0895.The horizontal coordinates were scaled from a topographic map and have
 BJ0895.an estimated accuracy of +/- 6 seconds.
 BJ0895
 BJ0895.The orthometric height was determined by differential leveling
 BJ0895.and adjusted by the National Geodetic Survey in February 1994..
 BJ0895
 BJ0895.The geoid height was determined by GEOID03.
 BJ0895
 BJ0895.The dynamic height is computed by dividing the NAVD 88
 BJ0895.geopotential number by the normal gravity value computed on the
 BJ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0895.degrees latitude (g = 980.6199 gals.).
 BJ0895
 BJ0895.The modeled gravity was interpolated from observed gravity values.
 BJ0895
 BJ0895;                    North         East    Units  Estimated Accuracy
 BJ0895;SPC LA S     -   222,150.    1,052,050.      MT  (+/- 180 meters Scaled)
 BJ0895
 BJ0895                          SUPERSEDED SURVEY CONTROL
 BJ0895
 BJ0895  NAVD 88 (06/15/91)   13.008  (m)           42.68   (f) UNKNOWN     1 1
 BJ0895  NGVD 29 (??/??/??)   12.980  (m)           42.59   (f) ADJUSTED    1 1
 BJ0895
 BJ0895.Superseded values are not recommended for survey control.
 BJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0895.See file dsdata.txt to determine how the superseded data were derived.
 BJ0895
 BJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP119766(NAD 83)
 BJ0895_MARKER: DB = BENCH MARK DISK
 BJ0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0895_SP_SET: CULVERT
 BJ0895_STAMPING: B 290 1976
 BJ0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0895
 BJ0895  HISTORY     - Date     Condition        Report By
 BJ0895  HISTORY     - 1976     MONUMENTED       NGS
 BJ0895
 BJ0895                          STATION DESCRIPTION
 BJ0895
 BJ0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0895'2.6 MI WEST FROM LIVINGSTON.
 BJ0895'2.6 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0895'HIGHWAY 63 (FROST ROAD), 22 FT NORTH OF THE CENTER LINE OF THE
 BJ0895'HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH 30-FT LONG
 BJ0895'CONCRETE HEAD WALL OF A CULVERT, 0.6 FT EAST OF THE WEST END OF THE
 BJ0895'HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0242 ***********************************************************************
 BJ0242  DESIGNATION -  B 291
 BJ0242  PID         -  BJ0242
 BJ0242  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0242  USGS QUAD   -  MELVILLE (1994)
 BJ0242
 BJ0242                         *CURRENT SURVEY CONTROL
 BJ0242  ___________________________________________________________________
 BJ0242* NAD 83(1986)-  30 43 46.     (N)    091 39 38.     (W)     SCALED    
 BJ0242* NAVD 88     -         8.820  (meters)      28.94   (feet)  ADJUSTED  
 BJ0242  ___________________________________________________________________
 BJ0242  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0242  DYNAMIC HT  -           8.809 (meters)      28.90  (feet)  COMP
 BJ0242  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 BJ0242
 BJ0242  VERT ORDER  -  FIRST     CLASS I
 BJ0242
 BJ0242.The horizontal coordinates were scaled from a topographic map and have
 BJ0242.an estimated accuracy of +/- 6 seconds.
 BJ0242
 BJ0242.The orthometric height was determined by differential leveling
 BJ0242.and adjusted by the National Geodetic Survey in February 1994..
 BJ0242
 BJ0242.The geoid height was determined by GEOID03.
 BJ0242
 BJ0242.The dynamic height is computed by dividing the NAVD 88
 BJ0242.geopotential number by the normal gravity value computed on the
 BJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0242.degrees latitude (g = 980.6199 gals.).
 BJ0242
 BJ0242.The modeled gravity was interpolated from observed gravity values.
 BJ0242
 BJ0242;                    North         East    Units  Estimated Accuracy
 BJ0242;SPC LA S     -   247,170.      968,660.      MT  (+/- 180 meters Scaled)
 BJ0242
 BJ0242                          SUPERSEDED SURVEY CONTROL
 BJ0242
 BJ0242  NGVD 29 (??/??/??)    8.817  (m)           28.93   (f) ADJUSTED    1 1
 BJ0242
 BJ0242.Superseded values are not recommended for survey control.
 BJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0242.See file dsdata.txt to determine how the superseded data were derived.
 BJ0242
 BJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ282003(NAD 83)
 BJ0242_MARKER: DB = BENCH MARK DISK
 BJ0242_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0242+WITH SETTING: INTO GROUND
 BJ0242_SP_SET: METAL ROD WITH BASE PLATE
 BJ0242_STAMPING: B 291 1976
 BJ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0242+STABILITY: SURFACE MOTION
 BJ0242
 BJ0242  HISTORY     - Date     Condition        Report By
 BJ0242  HISTORY     - 1976     MONUMENTED       NGS
 BJ0242
 BJ0242                          STATION DESCRIPTION
 BJ0242
 BJ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0242'4.8 MI WEST FROM MORGANZA.
 BJ0242'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0242'HIGHWAY 10, THENCE 4.0 MILES WEST AND SOUTH ALONG A LEVEE ROAD,
 BJ0242'AT THE NORTHEAST END OF A LONG CURVE, 157 FT SOUTHEAST OF THE CENTER
 BJ0242'LINE OF THE ROAD, 151.5 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BJ0242'STEEL CATTLEGUARD, 14 FT SOUTHEAST OF THE SOUTHEAST END OF A GATE
 BJ0242'1.5 FT NORTHEAST OF A FENCE. THE DISK IS 0.6 FT BELOW THE LEVEL OF
 BJ0242'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BJ0242'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0268 ***********************************************************************
 BJ0268  DESIGNATION -  B 292
 BJ0268  PID         -  BJ0268
 BJ0268  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0268  USGS QUAD   -  FORDOCHE (1969)
 BJ0268
 BJ0268                         *CURRENT SURVEY CONTROL
 BJ0268  ___________________________________________________________________
 BJ0268* NAD 83(1986)-  30 30 24.     (N)    091 34 42.     (W)     SCALED    
 BJ0268* NAVD 88     -         5.537  (meters)      18.17   (feet)  ADJUSTED  
 BJ0268  ___________________________________________________________________
 BJ0268  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0268  DYNAMIC HT  -           5.530 (meters)      18.14  (feet)  COMP
 BJ0268  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BJ0268
 BJ0268  VERT ORDER  -  FIRST     CLASS I
 BJ0268
 BJ0268.The horizontal coordinates were scaled from a topographic map and have
 BJ0268.an estimated accuracy of +/- 6 seconds.
 BJ0268
 BJ0268.The orthometric height was determined by differential leveling
 BJ0268.and adjusted by the National Geodetic Survey in February 1994..
 BJ0268
 BJ0268.The geoid height was determined by GEOID03.
 BJ0268
 BJ0268.The dynamic height is computed by dividing the NAVD 88
 BJ0268.geopotential number by the normal gravity value computed on the
 BJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0268.degrees latitude (g = 980.6199 gals.).
 BJ0268
 BJ0268.The modeled gravity was interpolated from observed gravity values.
 BJ0268
 BJ0268;                    North         East    Units  Estimated Accuracy
 BJ0268;SPC LA S     -   222,460.      976,480.      MT  (+/- 180 meters Scaled)
 BJ0268
 BJ0268                          SUPERSEDED SURVEY CONTROL
 BJ0268
 BJ0268  NGVD 29 (??/??/??)    5.553  (m)           18.22   (f) ADJUSTED    1 1
 BJ0268
 BJ0268.Superseded values are not recommended for survey control.
 BJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0268.See file dsdata.txt to determine how the superseded data were derived.
 BJ0268
 BJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP364757(NAD 83)
 BJ0268_MARKER: DB = BENCH MARK DISK
 BJ0268_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0268+WITH SETTING: INTO GROUND
 BJ0268_SP_SET: METAL ROD WITH BASE PLATE
 BJ0268_STAMPING: B 292 1976
 BJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0268+STABILITY: SURFACE MOTION
 BJ0268
 BJ0268  HISTORY     - Date     Condition        Report By
 BJ0268  HISTORY     - 1976     MONUMENTED       NGS
 BJ0268
 BJ0268                          STATION DESCRIPTION
 BJ0268
 BJ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0268'3.8 MI NW FROM MARINGOUIN.
 BJ0268'2.0 MILES SOUTHWEST ALONG BELMONT LANE FROM THE JUNCTION OF STATE
 BJ0268'HIGHWAY 77, THENCE 1.8 MILES NORTHWEST ALONG A LEVEE ROAD, AT THE
 BJ0268'JUNCTION OF TRACK ROADS, 147 FT EAST OF THE CENTER OF THE JUNCTION,
 BJ0268'143 FT NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.4 FT NORTHWEST
 BJ0268'OF THE NORTHWEST OF TWO IRON PIPE LEGS OF A (DANGER) SIGN,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0176 ***********************************************************************
 BJ0176  DESIGNATION -  B 293
 BJ0176  PID         -  BJ0176
 BJ0176  STATE/COUNTY-  LA/AVOYELLES
 BJ0176  USGS QUAD   -  SIMMESPORT (1969)
 BJ0176
 BJ0176                         *CURRENT SURVEY CONTROL
 BJ0176  ___________________________________________________________________
 BJ0176* NAD 83(1986)-  30 56 15.     (N)    091 48 26.     (W)     SCALED    
 BJ0176* NAVD 88     -        12.540  (meters)      41.14   (feet)  ADJUSTED  
 BJ0176  ___________________________________________________________________
 BJ0176  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0176  DYNAMIC HT  -          12.524 (meters)      41.09  (feet)  COMP
 BJ0176  MODELED GRAV-     979,384.1   (mgal)                       NAVD 88
 BJ0176
 BJ0176  VERT ORDER  -  FIRST     CLASS I
 BJ0176
 BJ0176.The horizontal coordinates were scaled from a topographic map and have
 BJ0176.an estimated accuracy of +/- 6 seconds.
 BJ0176
 BJ0176.The orthometric height was determined by differential leveling
 BJ0176.and adjusted by the National Geodetic Survey in February 1994..
 BJ0176
 BJ0176.The geoid height was determined by GEOID03.
 BJ0176
 BJ0176.The dynamic height is computed by dividing the NAVD 88
 BJ0176.geopotential number by the normal gravity value computed on the
 BJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0176.degrees latitude (g = 980.6199 gals.).
 BJ0176
 BJ0176.The modeled gravity was interpolated from observed gravity values.
 BJ0176
 BJ0176;                    North         East    Units  Estimated Accuracy
 BJ0176;SPC LA N     -    48,720.    1,066,210.      MT  (+/- 180 meters Scaled)
 BJ0176
 BJ0176                          SUPERSEDED SURVEY CONTROL
 BJ0176
 BJ0176  NAVD 88 (06/15/91)   12.567  (m)           41.23   (f) UNKNOWN     1 1
 BJ0176  NGVD 29 (??/??/??)   12.520  (m)           41.08   (f) ADJUSTED    1 1
 BJ0176
 BJ0176.Superseded values are not recommended for survey control.
 BJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0176.See file dsdata.txt to determine how the superseded data were derived.
 BJ0176
 BJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ139232(NAD 83)
 BJ0176_MARKER: DB = BENCH MARK DISK
 BJ0176_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0176_SP_SET: COPPER-CLAD STEEL ROD
 BJ0176_STAMPING: B 293 1976
 BJ0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0176
 BJ0176  HISTORY     - Date     Condition        Report By
 BJ0176  HISTORY     - 1976     MONUMENTED       NGS
 BJ0176  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 BJ0176
 BJ0176                          STATION DESCRIPTION
 BJ0176
 BJ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0176'2.5 MI SOUTH FROM SIMMESPORT.
 BJ0176'2.5 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SIMMESPORT
 BJ0176'ELEMENTARY SCHOOL, AT THE JUNCTION OF FIELD ROADS, 129 FT SOUTHEAST
 BJ0176'OF AND ACROSS THE HIGHWAY FROM A CONCRETE BLOCK DAIRY BARN, 30 FT EAST
 BJ0176'OF THE CENTER LINE OF THE HIGHWAY, 75 FT EAST OF AND ACROSS THE
 BJ0176'HIGHWAY FROM A POWER LINE POLE WITH A TRANSFORMER AND A LIGHT, 8 FT
 BJ0176'NORTH OF THE CENTER LINE OF THE FIELD ROAD, 2 FT NORTH OF THE NORTH
 BJ0176'END OF A METAL GATE, 1 FT WEST OF A FENCE, THE DISK IS 0.4 FT
 BJ0176'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0176'4-INCH PLASTIC SCREW PLUG
 BJ0176
 BJ0176                          STATION RECOVERY (2005)
 BJ0176
 BJ0176'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0750 ***********************************************************************
 BJ0750  DESIGNATION -  B 294
 BJ0750  PID         -  BJ0750
 BJ0750  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0750  USGS QUAD   -  FORDOCHE (1969)
 BJ0750
 BJ0750                         *CURRENT SURVEY CONTROL
 BJ0750  ___________________________________________________________________
 BJ0750* NAD 83(1986)-  30 33 20.     (N)    091 34 19.     (W)     SCALED    
 BJ0750* NAVD 88     -         7.396  (meters)      24.27   (feet)  ADJUSTED  
 BJ0750  ___________________________________________________________________
 BJ0750  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ0750  DYNAMIC HT  -           7.386 (meters)      24.23  (feet)  COMP
 BJ0750  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ0750
 BJ0750  VERT ORDER  -  FIRST     CLASS I
 BJ0750
 BJ0750.The horizontal coordinates were scaled from a topographic map and have
 BJ0750.an estimated accuracy of +/- 6 seconds.
 BJ0750
 BJ0750.The orthometric height was determined by differential leveling
 BJ0750.and adjusted by the National Geodetic Survey in February 1994..
 BJ0750
 BJ0750.The geoid height was determined by GEOID03.
 BJ0750
 BJ0750.The dynamic height is computed by dividing the NAVD 88
 BJ0750.geopotential number by the normal gravity value computed on the
 BJ0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0750.degrees latitude (g = 980.6199 gals.).
 BJ0750
 BJ0750.The modeled gravity was interpolated from observed gravity values.
 BJ0750
 BJ0750;                    North         East    Units  Estimated Accuracy
 BJ0750;SPC LA S     -   227,870.      977,110.      MT  (+/- 180 meters Scaled)
 BJ0750
 BJ0750                          SUPERSEDED SURVEY CONTROL
 BJ0750
 BJ0750  NAVD 88 (06/15/91)    7.430  (m)           24.38   (f) UNKNOWN     1 1
 BJ0750  NGVD 29 (??/??/??)    7.393  (m)           24.26   (f) ADJUSTED    1 1
 BJ0750
 BJ0750.Superseded values are not recommended for survey control.
 BJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0750.See file dsdata.txt to determine how the superseded data were derived.
 BJ0750
 BJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP369812(NAD 83)
 BJ0750_MARKER: DB = BENCH MARK DISK
 BJ0750_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0750_SP_SET: COPPER-CLAD STEEL ROD
 BJ0750_STAMPING: B 294 1976
 BJ0750_MARK LOGO: NGS   
 BJ0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0750
 BJ0750  HISTORY     - Date     Condition        Report By
 BJ0750  HISTORY     - 1976     MONUMENTED       NGS
 BJ0750  HISTORY     - 1986     GOOD             NGS
 BJ0750
 BJ0750                          STATION DESCRIPTION
 BJ0750
 BJ0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0750'0.8 MI WEST FROM LIVONIA.
 BJ0750'0.8 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0750'HIGHWAY 77, 0.4 MILE EAST OF A HIGHWAY BRIDGE OVER THE TEXAS AND
 BJ0750'PACIFIC RAILROAD, AT THE JUNCTION OF A DRIVE LEADING NORTH, 84 FT.
 BJ0750'NORTH OF THE CENTER LINE OF THE NORTH HIGHWAY LANES, 61 FT. WEST OF
 BJ0750'THE CENTER LINE OF THE DRIVE, 12 FT. SOUTHEAST OF THE SOUTHEAST STEEL
 BJ0750'LEG OF A COMMUNICATIONS TOWER, 34 FT. NORTHEAST OF POWER LINE POLE
 BJ0750'NUMBER 704-39, 2.5 FT. EAST OF THE SOUTHEAST CORNER OF A CHAIN LINK
 BJ0750'FENCE, THE DISK IS 0.7 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO
 BJ0750'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0750
 BJ0750                          STATION RECOVERY (1986)
 BJ0750
 BJ0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0928 ***********************************************************************
 BJ0928  DESIGNATION -  B 295
 BJ0928  PID         -  BJ0928
 BJ0928  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0928  USGS QUAD   -  HAMMOND (1994)
 BJ0928
 BJ0928                         *CURRENT SURVEY CONTROL
 BJ0928  ___________________________________________________________________
 BJ0928* NAD 83(1986)-  30 30 15.     (N)    090 28 58.     (W)     SCALED    
 BJ0928* NAVD 88     -        11.572  (meters)      37.97   (feet)  ADJUSTED  
 BJ0928  ___________________________________________________________________
 BJ0928  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0928  DYNAMIC HT  -          11.557 (meters)      37.92  (feet)  COMP
 BJ0928  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ0928
 BJ0928  VERT ORDER  -  FIRST     CLASS I
 BJ0928
 BJ0928.The horizontal coordinates were scaled from a topographic map and have
 BJ0928.an estimated accuracy of +/- 6 seconds.
 BJ0928
 BJ0928.The orthometric height was determined by differential leveling
 BJ0928.and adjusted by the National Geodetic Survey in February 1994..
 BJ0928
 BJ0928.The geoid height was determined by GEOID03.
 BJ0928
 BJ0928.The dynamic height is computed by dividing the NAVD 88
 BJ0928.geopotential number by the normal gravity value computed on the
 BJ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0928.degrees latitude (g = 980.6199 gals.).
 BJ0928
 BJ0928.The modeled gravity was interpolated from observed gravity values.
 BJ0928
 BJ0928;                    North         East    Units  Estimated Accuracy
 BJ0928;SPC LA S     -   222,460.    1,081,650.      MT  (+/- 180 meters Scaled)
 BJ0928
 BJ0928                          SUPERSEDED SURVEY CONTROL
 BJ0928
 BJ0928  NAVD 88 (06/15/91)   11.608  (m)           38.08   (f) UNKNOWN     1 1
 BJ0928  NGVD 29 (??/??/??)   11.587  (m)           38.02   (f) ADJUSTED    1 1
 BJ0928
 BJ0928.Superseded values are not recommended for survey control.
 BJ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0928.See file dsdata.txt to determine how the superseded data were derived.
 BJ0928
 BJ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP415773(NAD 83)
 BJ0928_MARKER: DB = BENCH MARK DISK
 BJ0928_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0928_SP_SET: COPPER-CLAD STEEL ROD
 BJ0928_STAMPING: B 295 1976
 BJ0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0928
 BJ0928  HISTORY     - Date     Condition        Report By
 BJ0928  HISTORY     - 1976     MONUMENTED       NGS
 BJ0928
 BJ0928                          STATION DESCRIPTION
 BJ0928
 BJ0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0928'1.2 MI WEST FROM HAMMOND.
 BJ0928'1.2 MILES WEST ALONG WEST CHURCH STREET FROM THE ILLINOIS CENTRAL
 BJ0928'RAILROAD STATION, AT THE SOUTHWEST CORNER OF THE JUNCTION OF U.S.
 BJ0928'HIGHWAY 51, 163.5 FT SOUTH OF THE CENTER LINE OF THE STREET, 43 FT
 BJ0928'WEST OF THE CENTER LINE OF THE HIGHWAY, 60.6 FT SOUTHEAST OF THE
 BJ0928'SOUTHEAST CORNER OF DANNYS FRIED CHICKEN BUILDING, 17 FT SOUTH OF
 BJ0928'THE CENTER LINE OF A DRIVEWAY, 1.9 FT WEST OF THE WEST EDGE OF A
 BJ0928'CONCRETE CURB, 1 FT SOUTH OF A POWER LINE POLE SUPPORTING A LIGHT.
 BJ0928'THE DISK IS 0.5 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BJ0928'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2763 ***********************************************************************
 BJ2763  DESIGNATION -  B 30
 BJ2763  PID         -  BJ2763
 BJ2763  STATE/COUNTY-  LA/ST LANDRY
 BJ2763  USGS QUAD   -  PORT BARRE (1994)
 BJ2763
 BJ2763                         *CURRENT SURVEY CONTROL
 BJ2763  ___________________________________________________________________
 BJ2763* NAD 83(1986)-  30 32 49.     (N)    091 54 41.     (W)     SCALED    
 BJ2763* NAVD 88     -         5.89   (+/-2cm)      19.3    (feet)  VERTCON   
 BJ2763  ___________________________________________________________________
 BJ2763  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2763
 BJ2763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2763
 BJ2763.The horizontal coordinates were scaled from a topographic map and have
 BJ2763.an estimated accuracy of +/- 6 seconds.
 BJ2763
 BJ2763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2763.The vertical order pertains to the NGVD 29 superseded value.
 BJ2763
 BJ2763.The geoid height was determined by GEOID03.
 BJ2763
 BJ2763;                    North         East    Units  Estimated Accuracy
 BJ2763;SPC LA S     -   227,040.      944,540.      MT  (+/- 180 meters Scaled)
 BJ2763
 BJ2763                          SUPERSEDED SURVEY CONTROL
 BJ2763
 BJ2763  NGVD 29 (??/??/??)    5.872  (m)           19.27   (f) ADJUSTED    2 0
 BJ2763
 BJ2763.Superseded values are not recommended for survey control.
 BJ2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2763.See file dsdata.txt to determine how the superseded data were derived.
 BJ2763
 BJ2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP044798(NAD 83)
 BJ2763_MARKER: DB = BENCH MARK DISK
 BJ2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2763_STAMPING: B-30 1935
 BJ2763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2763+STABILITY: SURFACE MOTION
 BJ2763
 BJ2763  HISTORY     - Date     Condition        Report By
 BJ2763  HISTORY     - 1935     MONUMENTED       CGS
 BJ2763  HISTORY     - 1936     GOOD             LAGS
 BJ2763  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2763
 BJ2763                          STATION DESCRIPTION
 BJ2763
 BJ2763'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1936
 BJ2763'2.6 MI SSE FROM PORT BARRE.
 BJ2763'MARK IS 2.6 MI. SSE OF PORT BARRE.  MARK IS STANDARD U.S.C. AND G.S.
 BJ2763'BRONZE TABLET SET IN 6 X 6 IN. CONCRETE POST AND PROJECTS 0.4 FT.
 BJ2763'ABOVE THE GROUND.  MARK IS 48.0 FT. SOUTH OF CENTERLINE OF U.S. HWY
 BJ2763'NO.190, ON THE R/W OF A ROAD LEADING SOUTH FROM HIGHWAY AND CROSSING
 BJ2763'RAILROAD.  MARK IS 3.0 FT. WEST OF NS RR R/W FENCELINE, 13 FT. WSW OF
 BJ2763'RR CORNER POST, 42 FT. NORTH OF CENTERLINE OF RR, AND 31.6 FT. EAST OF
 BJ2763'NS ROAD LEADING TO RR X-ING.  MARK IS ABOUT 0.3 MI. EAST OF OLD
 BJ2763'HAZLEWOOD MILL.  TO REACH FROM INTERSECTION OF U.S. HWY. NO. 190, LA.
 BJ2763'HWY. NO. 7) AND LA. HWY NO. 214, JUST SOUTH OF PORT BARRE, FOLLOW U.S.
 BJ2763'HWY. NO. 190, (LA HWY. NO. 7) EAST FOR 3.0 MI. TO MARK ON SOUTH SIDE
 BJ2763'OF ROAD AT RR X-ING.
 BJ2763
 BJ2763                          STATION RECOVERY (1964)
 BJ2763
 BJ2763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2250 ***********************************************************************
 BX2250  DESIGNATION -  B 301
 BX2250  PID         -  BX2250
 BX2250  STATE/COUNTY-  LA/RAPIDES
 BX2250  USGS QUAD   -  LATANIER (1993)
 BX2250
 BX2250                         *CURRENT SURVEY CONTROL
 BX2250  ___________________________________________________________________
 BX2250* NAD 83(1986)-  31 08 04.     (N)    092 16 01.     (W)     SCALED    
 BX2250* NAVD 88     -        18.882  (meters)      61.95   (feet)  ADJUSTED  
 BX2250  ___________________________________________________________________
 BX2250  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BX2250  DYNAMIC HT  -          18.859 (meters)      61.87  (feet)  COMP
 BX2250  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 BX2250
 BX2250  VERT ORDER  -  FIRST     CLASS I
 BX2250
 BX2250.The horizontal coordinates were scaled from a topographic map and have
 BX2250.an estimated accuracy of +/- 6 seconds.
 BX2250
 BX2250.The orthometric height was determined by differential leveling
 BX2250.and adjusted by the National Geodetic Survey in February 1994..
 BX2250
 BX2250.The geoid height was determined by GEOID03.
 BX2250
 BX2250.The dynamic height is computed by dividing the NAVD 88
 BX2250.geopotential number by the normal gravity value computed on the
 BX2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2250.degrees latitude (g = 980.6199 gals.).
 BX2250
 BX2250.The modeled gravity was interpolated from observed gravity values.
 BX2250
 BX2250;                    North         East    Units  Estimated Accuracy
 BX2250;SPC LA N     -    70,370.    1,022,230.      MT  (+/- 180 meters Scaled)
 BX2250
 BX2250                          SUPERSEDED SURVEY CONTROL
 BX2250
 BX2250  NAVD 88 (06/15/91)   18.886  (m)           61.96   (f) UNKNOWN     1 1
 BX2250  NGVD 29 (??/??/??)   18.857  (m)           61.87   (f) ADJUSTED    1 1
 BX2250
 BX2250.Superseded values are not recommended for survey control.
 BX2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2250.See file dsdata.txt to determine how the superseded data were derived.
 BX2250
 BX2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ698447(NAD 83)
 BX2250_MARKER: DB = BENCH MARK DISK
 BX2250_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2250+WITH SETTING: INTO GROUND
 BX2250_SP_SET: METAL ROD WITH BASE PLATE
 BX2250_STAMPING: B 301 1977
 BX2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2250+STABILITY: SURFACE MOTION
 BX2250
 BX2250  HISTORY     - Date     Condition        Report By
 BX2250  HISTORY     - 1977     MONUMENTED       NGS
 BX2250  HISTORY     - 19990424 GOOD             USPSQD
 BX2250
 BX2250                          STATION DESCRIPTION
 BX2250
 BX2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2250'2.4 MI SOUTH FROM POLAND.
 BX2250'2.4 MILES SOUTH ALONG STATE ROAD 457 FROM THE GRAMMER SCHOOL
 BX2250'AT POLAND, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BX2250'67 FEET NORTHWEST OF THE CENTER OF A PAVED ROAD WEST, 108
 BX2250'FEET NORTHWEST OF A TELEPHONE JUNCTION BOX AT THE EXTENDED
 BX2250'END OF THE PAVED ROAD WEST, 3 FEET SOUTH OF POWER POLE WITH
 BX2250'TRANSFORMER, 2 FEET EAST OF A FENCE.
 BX2250
 BX2250                          STATION RECOVERY (1999)
 BX2250
 BX2250'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2230 ***********************************************************************
 BX2230  DESIGNATION -  B 302
 BX2230  PID         -  BX2230
 BX2230  STATE/COUNTY-  LA/AVOYELLES
 BX2230  USGS QUAD   -  EFFIE (1983)
 BX2230
 BX2230                         *CURRENT SURVEY CONTROL
 BX2230  ___________________________________________________________________
 BX2230* NAD 83(1986)-  31 12 37.     (N)    092 08 10.     (W)     SCALED    
 BX2230* NAVD 88     -        19.057  (meters)      62.52   (feet)  ADJUSTED  
 BX2230  ___________________________________________________________________
 BX2230  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX2230  DYNAMIC HT  -          19.033 (meters)      62.44  (feet)  COMP
 BX2230  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 BX2230
 BX2230  VERT ORDER  -  FIRST     CLASS I
 BX2230
 BX2230.The horizontal coordinates were scaled from a topographic map and have
 BX2230.an estimated accuracy of +/- 6 seconds.
 BX2230
 BX2230.The orthometric height was determined by differential leveling
 BX2230.and adjusted by the National Geodetic Survey in February 1994..
 BX2230
 BX2230.The geoid height was determined by GEOID03.
 BX2230
 BX2230.The dynamic height is computed by dividing the NAVD 88
 BX2230.geopotential number by the normal gravity value computed on the
 BX2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2230.degrees latitude (g = 980.6199 gals.).
 BX2230
 BX2230.The modeled gravity was interpolated from observed gravity values.
 BX2230
 BX2230;                    North         East    Units  Estimated Accuracy
 BX2230;SPC LA N     -    78,810.    1,034,680.      MT  (+/- 180 meters Scaled)
 BX2230
 BX2230                          SUPERSEDED SURVEY CONTROL
 BX2230
 BX2230  NAVD 88 (06/15/91)   19.066  (m)           62.55   (f) UNKNOWN     1 1
 BX2230  NGVD 29 (??/??/??)   19.020  (m)           62.40   (f) ADJUSTED    1 1
 BX2230
 BX2230.Superseded values are not recommended for survey control.
 BX2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2230.See file dsdata.txt to determine how the superseded data were derived.
 BX2230
 BX2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ822532(NAD 83)
 BX2230_MARKER: DB = BENCH MARK DISK
 BX2230_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2230+WITH SETTING: INTO GROUND
 BX2230_SP_SET: METAL ROD WITH BASE PLATE
 BX2230_STAMPING: B 302 1977
 BX2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2230+STABILITY: SURFACE MOTION
 BX2230
 BX2230  HISTORY     - Date     Condition        Report By
 BX2230  HISTORY     - 1977     MONUMENTED       NGS
 BX2230
 BX2230                          STATION DESCRIPTION
 BX2230
 BX2230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2230'0.8 MI EAST FROM EFFIE.
 BX2230'0.8 MILE EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2230'STATE HIGHWAYS 107 AND 115 AT EFFIE, AT A BRICK HOME OWNED BY
 BX2230'TRAVIS WILEY, 225 FEET NORTH OF THE CENTER LINE OF HIGHWAY 1196,
 BX2230'18 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE, 2 FEET SOUTH-
 BX2230'WEST OF A CYCLONE FENCE CORNER, 1 FOOT SOUTH OF THE FENCE WHICH
 BX2230'THE WITNESS PLAQUE IS WIRED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2332 ***********************************************************************
 BX2332  DESIGNATION -  B 303
 BX2332  PID         -  BX2332
 BX2332  STATE/COUNTY-  LA/NATCHITOCHES
 BX2332  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2332
 BX2332                         *CURRENT SURVEY CONTROL
 BX2332  ___________________________________________________________________
 BX2332* NAD 83(1986)-  31 47 27.     (N)    093 03 31.     (W)     SCALED    
 BX2332* NAVD 88     -        36.055  (meters)     118.29   (feet)  ADJUSTED  
 BX2332  ___________________________________________________________________
 BX2332  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2332  DYNAMIC HT  -          36.012 (meters)     118.15  (feet)  COMP
 BX2332  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 BX2332
 BX2332  VERT ORDER  -  FIRST     CLASS I
 BX2332
 BX2332.The horizontal coordinates were scaled from a topographic map and have
 BX2332.an estimated accuracy of +/- 6 seconds.
 BX2332
 BX2332.The orthometric height was determined by differential leveling
 BX2332.and adjusted by the National Geodetic Survey in February 1994..
 BX2332
 BX2332.The geoid height was determined by GEOID03.
 BX2332
 BX2332.The dynamic height is computed by dividing the NAVD 88
 BX2332.geopotential number by the normal gravity value computed on the
 BX2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2332.degrees latitude (g = 980.6199 gals.).
 BX2332
 BX2332.The modeled gravity was interpolated from observed gravity values.
 BX2332
 BX2332;                    North         East    Units  Estimated Accuracy
 BX2332;SPC LA N     -   143,260.      947,100.      MT  (+/- 180 meters Scaled)
 BX2332
 BX2332                          SUPERSEDED SURVEY CONTROL
 BX2332
 BX2332  NAVD 88 (06/15/91)   36.054  (m)          118.29   (f) UNKNOWN     1 1
 BX2332  NGVD 29 (??/??/??)   36.096  (m)          118.42   (f) ADJUSTED    1 1
 BX2332
 BX2332.Superseded values are not recommended for survey control.
 BX2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2332.See file dsdata.txt to determine how the superseded data were derived.
 BX2332
 BX2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR944172(NAD 83)
 BX2332_MARKER: DB = BENCH MARK DISK
 BX2332_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2332+WITH SETTING: INTO GROUND
 BX2332_SP_SET: METAL ROD WITH BASE PLATE
 BX2332_STAMPING: B 303 1977
 BX2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2332+STABILITY: SURFACE MOTION
 BX2332
 BX2332  HISTORY     - Date     Condition        Report By
 BX2332  HISTORY     - 1977     MONUMENTED       NGS
 BX2332  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2332
 BX2332                          STATION DESCRIPTION
 BX2332
 BX2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2332'4.4 MI NE FROM NATCHITOCHES.
 BX2332'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE
 BX2332'AT NATCHITOCHES, THENCE 0.8 MILE NORTHEAST ON A BLACKTOP ROAD
 BX2332'TO LEVEE, THENCE 1.0 MILE SOUTHEAST ALONG TOP OF LEVEE, SET ABOUT
 BX2332'HALFWAY BETWEEN 2 CATTLE GUARDS, THIS MARK CAN ALSO BE REACHED
 BX2332'BY GOING ABOUT 3.2 MILES NORTHEAST ALONG WILLIAMS AVENUE FROM THE
 BX2332'JUNCTION OF WILLIAMS AVENUE AND THE NORTH BRIDGE OVER RIVER LAKE,
 BX2332'THENCE 0.6 MILE NORTHEAST AND SOUTHWEST ALONG LEVEE, 33 FEET SOUTH
 BX2332'OF THE CENTER OF TOP OF LEVEE, 3 FEET WEST OF A POWER POLE ON
 BX2332'SOUTH SIDE OF LEVEE WITH WIRES CROSSING LEVEE.
 BX2332
 BX2332                          STATION RECOVERY (1995)
 BX2332
 BX2332'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2303 ***********************************************************************
 BX2303  DESIGNATION -  B 304
 BX2303  PID         -  BX2303
 BX2303  STATE/COUNTY-  LA/NATCHITOCHES
 BX2303  USGS QUAD   -  ALOHA (1992)
 BX2303
 BX2303                         *CURRENT SURVEY CONTROL
 BX2303  ___________________________________________________________________
 BX2303* NAD 83(1986)-  31 35 41.     (N)    092 48 33.     (W)     SCALED    
 BX2303* NAVD 88     -        29.101  (meters)      95.48   (feet)  ADJUSTED  
 BX2303  ___________________________________________________________________
 BX2303  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2303  DYNAMIC HT  -          29.066 (meters)      95.36  (feet)  COMP
 BX2303  MODELED GRAV-     979,447.8   (mgal)                       NAVD 88
 BX2303
 BX2303  VERT ORDER  -  FIRST     CLASS I
 BX2303
 BX2303.The horizontal coordinates were scaled from a topographic map and have
 BX2303.an estimated accuracy of +/- 6 seconds.
 BX2303
 BX2303.The orthometric height was determined by differential leveling
 BX2303.and adjusted by the National Geodetic Survey in February 1994..
 BX2303
 BX2303.The geoid height was determined by GEOID03.
 BX2303
 BX2303.The dynamic height is computed by dividing the NAVD 88
 BX2303.geopotential number by the normal gravity value computed on the
 BX2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2303.degrees latitude (g = 980.6199 gals.).
 BX2303
 BX2303.The modeled gravity was interpolated from observed gravity values.
 BX2303
 BX2303;                    North         East    Units  Estimated Accuracy
 BX2303;SPC LA N     -   121,420.      970,660.      MT  (+/- 180 meters Scaled)
 BX2303
 BX2303                          SUPERSEDED SURVEY CONTROL
 BX2303
 BX2303  NAVD 88 (06/15/91)   29.100  (m)           95.47   (f) UNKNOWN     1 1
 BX2303  NGVD 29 (??/??/??)   29.117  (m)           95.53   (f) ADJUSTED    1 1
 BX2303
 BX2303.Superseded values are not recommended for survey control.
 BX2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2303.See file dsdata.txt to determine how the superseded data were derived.
 BX2303
 BX2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ181955(NAD 83)
 BX2303_MARKER: DB = BENCH MARK DISK
 BX2303_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2303+WITH SETTING: INTO GROUND
 BX2303_SP_SET: METAL ROD WITH BASE PLATE
 BX2303_STAMPING: B 304 1977
 BX2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2303+STABILITY: SURFACE MOTION
 BX2303
 BX2303  HISTORY     - Date     Condition        Report By
 BX2303  HISTORY     - 1977     MONUMENTED       NGS
 BX2303
 BX2303                          STATION DESCRIPTION
 BX2303
 BX2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2303'9.85 MI NE FROM CLOUTIERVILLE.
 BX2303'7.85 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2303'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 2.0 MILES
 BX2303'SOUTHEAST ALONG THE LEVEE, 73 FEET EAST OF A FENCE CROSSING THE
 BX2303'LEVEE WITH A CATTLE GUARD, 64 FEET SOUTH OF THE CENTER OF THE LEVEE,
 BX2303'AND 6 FEET EAST-NORTHEAST OF A POWERLINE POLE WITH A GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2337 ***********************************************************************
 BX2337  DESIGNATION -  B 305
 BX2337  PID         -  BX2337
 BX2337  STATE/COUNTY-  LA/NATCHITOCHES
 BX2337  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2337
 BX2337                         *CURRENT SURVEY CONTROL
 BX2337  ___________________________________________________________________
 BX2337* NAD 83(1986)-  31 49 03.     (N)    093 05 37.     (W)     SCALED    
 BX2337* NAVD 88     -        45.501  (meters)     149.28   (feet)  ADJUSTED  
 BX2337  ___________________________________________________________________
 BX2337  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2337  DYNAMIC HT  -          45.447 (meters)     149.10  (feet)  COMP
 BX2337  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 BX2337
 BX2337  VERT ORDER  -  FIRST     CLASS I
 BX2337
 BX2337.The horizontal coordinates were scaled from a topographic map and have
 BX2337.an estimated accuracy of +/- 6 seconds.
 BX2337
 BX2337.The orthometric height was determined by differential leveling
 BX2337.and adjusted by the National Geodetic Survey in February 1994..
 BX2337
 BX2337.The geoid height was determined by GEOID03.
 BX2337
 BX2337.The dynamic height is computed by dividing the NAVD 88
 BX2337.geopotential number by the normal gravity value computed on the
 BX2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2337.degrees latitude (g = 980.6199 gals.).
 BX2337
 BX2337.The modeled gravity was interpolated from observed gravity values.
 BX2337
 BX2337;                    North         East    Units  Estimated Accuracy
 BX2337;SPC LA N     -   146,230.      943,800.      MT  (+/- 180 meters Scaled)
 BX2337
 BX2337                          SUPERSEDED SURVEY CONTROL
 BX2337
 BX2337  NAVD 88 (06/15/91)   45.501  (m)          149.28   (f) UNKNOWN     1 1
 BX2337  NGVD 29 (??/??/??)   45.547  (m)          149.43   (f) ADJUSTED    1 1
 BX2337
 BX2337.Superseded values are not recommended for survey control.
 BX2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2337.See file dsdata.txt to determine how the superseded data were derived.
 BX2337
 BX2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR911202(NAD 83)
 BX2337_MARKER: DB = BENCH MARK DISK
 BX2337_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2337+WITH SETTING: INTO GROUND
 BX2337_SP_SET: METAL ROD WITH BASE PLATE
 BX2337_STAMPING: B 305 1977
 BX2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2337+STABILITY: SURFACE MOTION
 BX2337
 BX2337  HISTORY     - Date     Condition        Report By
 BX2337  HISTORY     - 1977     MONUMENTED       NGS
 BX2337  HISTORY     - 19950506 GOOD             USPSQD
 BX2337  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 BX2337
 BX2337                          STATION DESCRIPTION
 BX2337
 BX2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2337'4.9 MI NORTH FROM NATCHITOCHES.
 BX2337'4.1 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE
 BX2337'AT NATCHITOCHES, TO A PAVED ROAD LEADING NORTHWEST, THENCE 0.8
 BX2337'MILE NORTHWEST ON A PAVED ROAD TO A CURVE AT TOP OF A HILL, ABOUT
 BX2337'50 FEET SOUTHEAST OF THE CENTER OF ROAD, 13 FEET SOUTHEAST OF
 BX2337'A POWER POLE WITH 2 GUY WIRES, AND 7 FEET NORTHWEST OF THE LOWER
 BX2337'GUY WIRE ANCHOR ROD.
 BX2337
 BX2337                          STATION RECOVERY (1995)
 BX2337
 BX2337'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2337'RECOVERED IN GOOD CONDITION.
 BX2337
 BX2337                          STATION RECOVERY (1997)
 BX2337
 BX2337'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2348 ***********************************************************************
 BX2348  DESIGNATION -  B 306
 BX2348  PID         -  BX2348
 BX2348  STATE/COUNTY-  LA/NATCHITOCHES
 BX2348  USGS QUAD   -  POWHATAN (1992)
 BX2348
 BX2348                         *CURRENT SURVEY CONTROL
 BX2348  ___________________________________________________________________
 BX2348* NAD 83(1986)-  31 51 38.     (N)    093 10 22.     (W)     SCALED    
 BX2348* NAVD 88     -        35.796  (meters)     117.44   (feet)  ADJUSTED  
 BX2348  ___________________________________________________________________
 BX2348  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2348  DYNAMIC HT  -          35.754 (meters)     117.30  (feet)  COMP
 BX2348  MODELED GRAV-     979,465.7   (mgal)                       NAVD 88
 BX2348
 BX2348  VERT ORDER  -  FIRST     CLASS I
 BX2348
 BX2348.The horizontal coordinates were scaled from a topographic map and have
 BX2348.an estimated accuracy of +/- 6 seconds.
 BX2348
 BX2348.The orthometric height was determined by differential leveling
 BX2348.and adjusted by the National Geodetic Survey in February 1994..
 BX2348
 BX2348.The geoid height was determined by GEOID03.
 BX2348
 BX2348.The dynamic height is computed by dividing the NAVD 88
 BX2348.geopotential number by the normal gravity value computed on the
 BX2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2348.degrees latitude (g = 980.6199 gals.).
 BX2348
 BX2348.The modeled gravity was interpolated from observed gravity values.
 BX2348
 BX2348;                    North         East    Units  Estimated Accuracy
 BX2348;SPC LA N     -   151,050.      936,340.      MT  (+/- 180 meters Scaled)
 BX2348
 BX2348                          SUPERSEDED SURVEY CONTROL
 BX2348
 BX2348  NAVD 88 (06/15/91)   35.795  (m)          117.44   (f) UNKNOWN     1 1
 BX2348  NGVD 29 (??/??/??)   35.846  (m)          117.60   (f) ADJUSTED    1 1
 BX2348
 BX2348.Superseded values are not recommended for survey control.
 BX2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2348.See file dsdata.txt to determine how the superseded data were derived.
 BX2348
 BX2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR836249(NAD 83)
 BX2348_MARKER: DB = BENCH MARK DISK
 BX2348_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2348+WITH SETTING: INTO GROUND
 BX2348_SP_SET: METAL ROD WITH BASE PLATE
 BX2348_STAMPING: B 306 1977
 BX2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2348+STABILITY: SURFACE MOTION
 BX2348
 BX2348  HISTORY     - Date     Condition        Report By
 BX2348  HISTORY     - 1977     MONUMENTED       NGS
 BX2348
 BX2348                          STATION DESCRIPTION
 BX2348
 BX2348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2348'1.9 MI SE FROM POWHATAN.
 BX2348'1.9 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX2348'JUNCTION OF STATE HIGHWAY 485 AT POWHATAN, 32 FEET WEST-SOUTHWEST
 BX2348'OF THE EAST-SOUTHEAST GATE POST, 23 FEET NORTH-NORTHEAST OF THE
 BX2348'NORTH-NORHTEAST RAIL, 23 FEET SOUTH-SOUTHWEST OF A BARBED WIRE
 BX2348'FENCE, 16 FEET WEST-NORTHWEST OF THE CENTER OF A FIELD ROAD CROSSING
 BX2348'THE TRACKS, AND 6 FEET EAST-SOUTHEAST OF AN UNUSED TELEGRAPH POLE
 BX2348'NUMBER 3 G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2164 ***********************************************************************
 CQ2164  DESIGNATION -  B 307
 CQ2164  PID         -  CQ2164
 CQ2164  STATE/COUNTY-  LA/CADDO
 CQ2164  USGS QUAD   -  GILLIAM (1971)
 CQ2164
 CQ2164                         *CURRENT SURVEY CONTROL
 CQ2164  ___________________________________________________________________
 CQ2164* NAD 83(1986)-  32 48 11.     (N)    093 49 12.     (W)     SCALED    
 CQ2164* NAVD 88     -        58.653  (meters)     192.43   (feet)  ADJUSTED  
 CQ2164  ___________________________________________________________________
 CQ2164  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CQ2164  DYNAMIC HT  -          58.588 (meters)     192.22  (feet)  COMP
 CQ2164  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 CQ2164
 CQ2164  VERT ORDER  -  FIRST     CLASS I
 CQ2164
 CQ2164.The horizontal coordinates were scaled from a topographic map and have
 CQ2164.an estimated accuracy of +/- 6 seconds.
 CQ2164
 CQ2164.The orthometric height was determined by differential leveling
 CQ2164.and adjusted by the National Geodetic Survey in June 1991..
 CQ2164
 CQ2164.The geoid height was determined by GEOID03.
 CQ2164
 CQ2164.The dynamic height is computed by dividing the NAVD 88
 CQ2164.geopotential number by the normal gravity value computed on the
 CQ2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2164.degrees latitude (g = 980.6199 gals.).
 CQ2164
 CQ2164.The modeled gravity was interpolated from observed gravity values.
 CQ2164
 CQ2164;                    North         East    Units  Estimated Accuracy
 CQ2164;SPC LA N     -   256,120.      876,370.      MT  (+/- 180 meters Scaled)
 CQ2164
 CQ2164                          SUPERSEDED SURVEY CONTROL
 CQ2164
 CQ2164  NGVD 29 (??/??/??)   58.709  (m)          192.61   (f) ADJUSTED    1 1
 CQ2164
 CQ2164.Superseded values are not recommended for survey control.
 CQ2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2164.See file dsdata.txt to determine how the superseded data were derived.
 CQ2164
 CQ2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS232297(NAD 83)
 CQ2164_MARKER: DB = BENCH MARK DISK
 CQ2164_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2164+WITH SETTING: INTO GROUND
 CQ2164_SP_SET: METAL ROD WITH BASE PLATE
 CQ2164_STAMPING: B 307 1977
 CQ2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2164+STABILITY: SURFACE MOTION
 CQ2164
 CQ2164  HISTORY     - Date     Condition        Report By
 CQ2164  HISTORY     - 1977     MONUMENTED       NGS
 CQ2164
 CQ2164                          STATION DESCRIPTION
 CQ2164
 CQ2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2164'5.7 MI SE FROM GILLIAM.
 CQ2164'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE TEXAS AND PACIFIC
 CQ2164'RAILROAD CROSSING AT GILLIAN, THENCE 3.1 MILES EAST ALONG SARTOR
 CQ2164'ROAD, THENCE 2.5 MILES SOUTHWEST ALONG THE LEVEE, 37 FEET NORTHWEST
 CQ2164'OF THE CENTER OF THE LEVEE, AND 2 FEET SOUTHEAST OF A BARBED WIRE
 CQ2164'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0101 ***********************************************************************
 BK0101  DESIGNATION -  B 31
 BK0101  PID         -  BK0101
 BK0101  STATE/COUNTY-  LA/ST LANDRY
 BK0101  USGS QUAD   -  SUNSET (1983)
 BK0101
 BK0101                         *CURRENT SURVEY CONTROL
 BK0101  ___________________________________________________________________
 BK0101* NAD 83(1986)-  30 29 46.     (N)    092 05 17.     (W)     SCALED    
 BK0101* NAVD 88     -        17.15   (+/-2cm)      56.3    (feet)  VERTCON   
 BK0101  ___________________________________________________________________
 BK0101  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK0101
 BK0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0101
 BK0101.The horizontal coordinates were scaled from a topographic map and have
 BK0101.an estimated accuracy of +/- 6 seconds.
 BK0101
 BK0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0101.The vertical order pertains to the NGVD 29 superseded value.
 BK0101
 BK0101.The geoid height was determined by GEOID03.
 BK0101
 BK0101;                    North         East    Units  Estimated Accuracy
 BK0101;SPC LA S     -   221,500.      927,550.      MT  (+/- 180 meters Scaled)
 BK0101
 BK0101                          SUPERSEDED SURVEY CONTROL
 BK0101
 BK0101  NGVD 29 (??/??/??)   17.110  (m)           56.14   (f) ADJUSTED    2 0
 BK0101
 BK0101.Superseded values are not recommended for survey control.
 BK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0101.See file dsdata.txt to determine how the superseded data were derived.
 BK0101
 BK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP875741(NAD 83)
 BK0101_MARKER: DB = BENCH MARK DISK
 BK0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0101_STAMPING: B 31 1935
 BK0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0101+STABILITY: SURFACE MOTION
 BK0101
 BK0101  HISTORY     - Date     Condition        Report By
 BK0101  HISTORY     - 1935     MONUMENTED       CGS
 BK0101  HISTORY     - 1957     MARK NOT FOUND   USGS
 BK0101
 BK0101                          STATION DESCRIPTION
 BK0101
 BK0101'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BK0101'2.5 MI N FROM BELLEVIEW.
 BK0101'2.5 MILES NORTH OF BELLEVIEW ALONG SPRR, 42 FEET NORTHWEST OF TRACK,
 BK0101'30 FEET EAST OF STATE HIGHWAY #5 WHICH CROSSES RAILWAY AT THIS
 BK0101'POINT, 8 FEET EAST OF HIGHWAY R/W FENCE. A STANDARD DISK STAMPED
 BK0101''B 31 1935' AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2406 ***********************************************************************
 CQ2406  DESIGNATION -  B 329
 CQ2406  PID         -  CQ2406
 CQ2406  STATE/COUNTY-  LA/WEBSTER
 CQ2406  USGS QUAD   -  ADA (1986)
 CQ2406
 CQ2406                         *CURRENT SURVEY CONTROL
 CQ2406  ___________________________________________________________________
 CQ2406* NAD 83(1986)-  32 31 25.     (N)    093 14 15.     (W)     SCALED    
 CQ2406* NAVD 88     -        77.43   (+/-2cm)     254.0    (feet)  VERTCON   
 CQ2406  ___________________________________________________________________
 CQ2406  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2406
 CQ2406  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2406
 CQ2406.The horizontal coordinates were scaled from a topographic map and have
 CQ2406.an estimated accuracy of +/- 6 seconds.
 CQ2406
 CQ2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2406.The vertical order pertains to the NGVD 29 superseded value.
 CQ2406
 CQ2406.The geoid height was determined by GEOID03.
 CQ2406
 CQ2406;                    North         East    Units  Estimated Accuracy
 CQ2406;SPC LA N     -   224,610.      930,710.      MT  (+/- 180 meters Scaled)
 CQ2406
 CQ2406                          SUPERSEDED SURVEY CONTROL
 CQ2406
 CQ2406  NGVD 29 (??/??/??)   77.499  (m)          254.26   (f) ADJUSTED    1 1
 CQ2406
 CQ2406.Superseded values are not recommended for survey control.
 CQ2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2406.See file dsdata.txt to determine how the superseded data were derived.
 CQ2406
 CQ2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR776985(NAD 83)
 CQ2406_MARKER: DB = BENCH MARK DISK
 CQ2406_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2406+WITH SETTING: INTO GROUND
 CQ2406_STAMPING: B 329 1977
 CQ2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2406+STABILITY: SURFACE MOTION
 CQ2406
 CQ2406  HISTORY     - Date     Condition        Report By
 CQ2406  HISTORY     - 1977     MONUMENTED       NGS
 CQ2406  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ2406
 CQ2406                          STATION DESCRIPTION
 CQ2406
 CQ2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2406'1.0 MI SOUTH FROM DUBBERLY.
 CQ2406'1.0 MILE SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT
 CQ2406'DUBBERLY, 40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CQ2406'291 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 CQ2406'LEADING WEST, 10 FEET SOUTHWEST OF A BARBED WIRE FENCE AND 8
 CQ2406'FEET NORTHWEST OF A POWERLINE POLE WITH A GUY WIRE.
 CQ2406
 CQ2406                          STATION RECOVERY (2000)
 CQ2406
 CQ2406'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2427 ***********************************************************************
 CQ2427  DESIGNATION -  B 330
 CQ2427  PID         -  CQ2427
 CQ2427  STATE/COUNTY-  LA/BIENVILLE
 CQ2427  USGS QUAD   -  FRYEBURG (1986)
 CQ2427
 CQ2427                         *CURRENT SURVEY CONTROL
 CQ2427  ___________________________________________________________________
 CQ2427* NAD 83(1986)-  32 26 23.     (N)    093 11 39.     (W)     SCALED    
 CQ2427* NAVD 88     -        88.77   (+/-2cm)     291.2    (feet)  VERTCON   
 CQ2427  ___________________________________________________________________
 CQ2427  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2427
 CQ2427  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2427
 CQ2427.The horizontal coordinates were scaled from a topographic map and have
 CQ2427.an estimated accuracy of +/- 6 seconds.
 CQ2427
 CQ2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2427.The vertical order pertains to the NGVD 29 superseded value.
 CQ2427
 CQ2427.The geoid height was determined by GEOID03.
 CQ2427
 CQ2427;                    North         East    Units  Estimated Accuracy
 CQ2427;SPC LA N     -   215,280.      934,720.      MT  (+/- 180 meters Scaled)
 CQ2427
 CQ2427                          SUPERSEDED SURVEY CONTROL
 CQ2427
 CQ2427  NGVD 29 (??/??/??)   88.838  (m)          291.46   (f) ADJUSTED    1 1
 CQ2427
 CQ2427.Superseded values are not recommended for survey control.
 CQ2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2427.See file dsdata.txt to determine how the superseded data were derived.
 CQ2427
 CQ2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR817891(NAD 83)
 CQ2427_MARKER: DB = BENCH MARK DISK
 CQ2427_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2427+WITH SETTING: INTO GROUND
 CQ2427_SP_SET: 4 FT 5/8 IN ROD
 CQ2427_STAMPING: B 330 1977
 CQ2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2427+STABILITY: SURFACE MOTION
 CQ2427
 CQ2427  HISTORY     - Date     Condition        Report By
 CQ2427  HISTORY     - 1977     MONUMENTED       NGS
 CQ2427
 CQ2427                          STATION DESCRIPTION
 CQ2427
 CQ2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2427'5.4 MI NE FROM DUBBERLY.
 CQ2427'1.8 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2427'ERLY, THENCH 1.0 MILE EAST ALONG PARISH ROAD 171, 175 FEET SOUTH OF
 CQ2427'THE CENTER LINE OF THE ROAD, 259 FT WEST OF THE CENTER LINE OF PARISH
 CQ2427'ROAD 170, 155 FEET SOUTH OF A POWERLINE POLE WITH A STREET LIGHT AND
 CQ2427'A TRANSFROMER, 2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE EAST
 CQ2427'WING OF THE GALILEE BAPTIST CHURCH, AND 1 FOOT EAST OF THE EAST WALL
 CQ2427'OF THE WING. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF
 CQ2427'4 FT ENCACSED IN A PIPE PROJECTING +1 INCH.
 CQ2427'ABOUT LEVEL WITH ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1595 ***********************************************************************
 BH1595  DESIGNATION -  B 331
 BH1595  PID         -  BH1595
 BH1595  STATE/COUNTY-  LA/WASHINGTON
 BH1595  USGS QUAD   -  SUN (1983)
 BH1595
 BH1595                         *CURRENT SURVEY CONTROL
 BH1595  ___________________________________________________________________
 BH1595* NAD 83(1986)-  30 41 24.     (N)    089 57 24.     (W)     SCALED    
 BH1595* NAVD 88     -        32.23   (+/-2cm)     105.7    (feet)  VERTCON   
 BH1595  ___________________________________________________________________
 BH1595  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BH1595
 BH1595  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH1595
 BH1595.The horizontal coordinates were scaled from a topographic map and have
 BH1595.an estimated accuracy of +/- 6 seconds.
 BH1595
 BH1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1595.The vertical order pertains to the NGVD 29 superseded value.
 BH1595
 BH1595.The geoid height was determined by GEOID03.
 BH1595
 BH1595;                    North         East    Units  Estimated Accuracy
 BH1595;SPC LA S     -   243,550.    1,131,900.      MT  (+/- 180 meters Scaled)
 BH1595
 BH1595                          SUPERSEDED SURVEY CONTROL
 BH1595
 BH1595  NGVD 29 (??/??/??)   32.314  (m)          106.02   (f) ADJUSTED    2 2
 BH1595
 BH1595.Superseded values are not recommended for survey control.
 BH1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1595.See file dsdata.txt to determine how the superseded data were derived.
 BH1595
 BH1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU167989(NAD 83)
 BH1595_MARKER: DB = BENCH MARK DISK
 BH1595_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BH1595+WITH SETTING: INTO GROUND
 BH1595_SP_SET: COOPER ROD
 BH1595_STAMPING: B 331 1977
 BH1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1595+STABILITY: SURFACE MOTION
 BH1595
 BH1595  HISTORY     - Date     Condition        Report By
 BH1595  HISTORY     - 1977     MONUMENTED       NGS
 BH1595
 BH1595                          STATION DESCRIPTION
 BH1595
 BH1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BH1595'4.1 MI WEST FROM RIO.
 BH1595'1.6 MILE NORTH ALONG CHOCTAW ROAD FROM THE JUNCTION WITH LA. 16,
 BH1595'THENCE EAST ALONG GULF, MOBILE, AND OHIO RAILROAD 1.9 MILE, 428 FEET
 BH1595'EAST OF TRESTLE BRIDGE B-69-03, 45 FEET SOUTH OF SOUTH RAIL, 7 FEET
 BH1595'NORTH OF 18 INCH PINE, 7.5 FEET EAST OF 8 INCH PINE, 4.1 MILE WEST
 BH1595'ALONG GULF, MOBILE AND OHIO RAILROAD FROM RIO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2448 ***********************************************************************
 CQ2448  DESIGNATION -  B 333
 CQ2448  PID         -  CQ2448
 CQ2448  STATE/COUNTY-  LA/BIENVILLE
 CQ2448  USGS QUAD   -  SALINE (1986)
 CQ2448
 CQ2448                         *CURRENT SURVEY CONTROL
 CQ2448  ___________________________________________________________________
 CQ2448* NAD 83(1986)-  32 13 14.     (N)    092 56 14.     (W)     SCALED    
 CQ2448* NAVD 88     -        62.32   (+/-2cm)     204.5    (feet)  VERTCON   
 CQ2448  ___________________________________________________________________
 CQ2448  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2448
 CQ2448  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2448
 CQ2448.The horizontal coordinates were scaled from a topographic map and have
 CQ2448.an estimated accuracy of +/- 6 seconds.
 CQ2448
 CQ2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2448.The vertical order pertains to the NGVD 29 superseded value.
 CQ2448
 CQ2448.The geoid height was determined by GEOID03.
 CQ2448
 CQ2448;                    North         East    Units  Estimated Accuracy
 CQ2448;SPC LA N     -   190,850.      958,790.      MT  (+/- 180 meters Scaled)
 CQ2448
 CQ2448                          SUPERSEDED SURVEY CONTROL
 CQ2448
 CQ2448  NGVD 29 (??/??/??)   62.375  (m)          204.64   (f) ADJUSTED    1 1
 CQ2448
 CQ2448.Superseded values are not recommended for survey control.
 CQ2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2448.See file dsdata.txt to determine how the superseded data were derived.
 CQ2448
 CQ2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR059648(NAD 83)
 CQ2448_MARKER: DB = BENCH MARK DISK
 CQ2448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2448_SP_SET: 25 FEET
 CQ2448_STAMPING: B 333 1977
 CQ2448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2448
 CQ2448  HISTORY     - Date     Condition        Report By
 CQ2448  HISTORY     - 1977     MONUMENTED       NGS
 CQ2448
 CQ2448                          STATION DESCRIPTION
 CQ2448
 CQ2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2448'3.6 MI SW FROM FRIENDSHIP.
 CQ2448'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF
 CQ2448'HIGHWAYS 4, 155 AND 501 WHICH IS 0.4 MILE NORTHEAST OF FRIENDSHIP,
 CQ2448'83 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 CQ2448'AND A DIRT ROAD LEADING WEST, 44 FEET WEST OF THE CENTER LINE OF
 CQ2448'THE HIGHWAY AND 25 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1802 ***********************************************************************
 BW1802  DESIGNATION -  B 336
 BW1802  PID         -  BW1802
 BW1802  STATE/COUNTY-  LA/CONCORDIA
 BW1802  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1802
 BW1802                         *CURRENT SURVEY CONTROL
 BW1802  ___________________________________________________________________
 BW1802* NAD 83(1986)-  31 09 32.     (N)    091 37 51.     (W)     SCALED    
 BW1802* NAVD 88     -        15.566  (meters)      51.07   (feet)  ADJUSTED  
 BW1802  ___________________________________________________________________
 BW1802  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BW1802  DYNAMIC HT  -          15.546 (meters)      51.00  (feet)  COMP
 BW1802  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 BW1802  OBS GRAVITY -     979,401.7   (mgal)                       GRAV_OBS
 BW1802
 BW1802  VERT ORDER  -  FIRST     CLASS II
 BW1802
 BW1802.The horizontal coordinates were scaled from a topographic map and have
 BW1802.an estimated accuracy of +/- 6 seconds.
 BW1802
 BW1802.The orthometric height was determined by differential leveling
 BW1802.and adjusted by the National Geodetic Survey in February 1994..
 BW1802
 BW1802.The geoid height was determined by GEOID03.
 BW1802
 BW1802.The dynamic height is computed by dividing the NAVD 88
 BW1802.geopotential number by the normal gravity value computed on the
 BW1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1802.degrees latitude (g = 980.6199 gals.).
 BW1802
 BW1802.The modeled gravity was interpolated from observed gravity values.
 BW1802.The observed gravity was obtained from relative gravimeter ties
 BW1802.to the IGSN71 gravity network.
 BW1802
 BW1802;                    North         East    Units  Estimated Accuracy
 BW1802;SPC LA N     -    73,390.    1,082,870.      MT  (+/- 180 meters Scaled)
 BW1802
 BW1802                          SUPERSEDED SURVEY CONTROL
 BW1802
 BW1802  NAVD 88 (06/15/91)   15.589  (m)           51.14   (f) UNKNOWN     1 2
 BW1802  NGVD 29 (??/??/??)   15.540  (m)           50.98   (f) ADJUSTED    1 2
 BW1802
 BW1802.Superseded values are not recommended for survey control.
 BW1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1802.See file dsdata.txt to determine how the superseded data were derived.
 BW1802
 BW1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ304480(NAD 83)
 BW1802_MARKER: I = METAL ROD
 BW1802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BW1802_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BW1802_STAMPING: B 336 1979
 BW1802_PROJECTION: FLUSH
 BW1802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1802+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BW1802_ROD/PIPE-DEPTH: 10.7 meters
 BW1802_SLEEVE-DEPTH  : 0.00 meters
 BW1802
 BW1802  HISTORY     - Date     Condition        Report By
 BW1802  HISTORY     - 1979     MONUMENTED       NGS
 BW1802  HISTORY     - 20050317 GOOD             USPSQD
 BW1802
 BW1802                          STATION DESCRIPTION
 BW1802
 BW1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1802'0.3 MI NE FROM BLACK HAWK.
 BW1802'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF A
 BW1802'GRAVEL ROAD LEADING NORTHWEST TO THE BLACK HAWK HUNTING LODGE IN
 BW1802'BLACK HAWK TO THE JUNCTION OF  A GRAVEL ROAD LEADING NORTHWEST ON
 BW1802'TOP OF A SPUR LEVEE AND THE MARK ON THE RIGHT, SET ON THE SOUTHWEST
 BW1802'SIDE OF A POWER POLE, THE FIRST POWER POLE SOUTHWEST OF THE SPUR
 BW1802'LEVEE, 2.35 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 910 IN SHAW,
 BW1802'0.2 MILE NORTHEAST OF MILE POST 22, 230 FEET NORTHWEST OF THE
 BW1802'CENTER LINE OF HIGHWAY 15, 107 FEET SOUTHWEST OF THE CENTER OF THE
 BW1802'GRAVEL ROAD ON TOP OF THE SPUR LEVEE, 5.4 FEET SOUTHWEST OF THE
 BW1802'POWER POLE.  THIS MARK IS A CLASS A JUNCTION MARK.
 BW1802'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 BW1802'THE MARK IS 30 FT BELOW HIGHWAY.
 BW1802
 BW1802                          STATION RECOVERY (2005)
 BW1802
 BW1802'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1842 ***********************************************************************
 BW1842  DESIGNATION -  B 337
 BW1842  PID         -  BW1842
 BW1842  STATE/COUNTY-  LA/CONCORDIA
 BW1842  USGS QUAD   -  NATCHEZ (1976)
 BW1842
 BW1842                         *CURRENT SURVEY CONTROL
 BW1842  ___________________________________________________________________
 BW1842* NAD 83(1986)-  31 33 05.     (N)    091 26 42.     (W)     SCALED    
 BW1842* NAVD 88     -        19.093  (meters)      62.64   (feet)  ADJUSTED  
 BW1842  ___________________________________________________________________
 BW1842  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW1842  DYNAMIC HT  -          19.070 (meters)      62.57  (feet)  COMP
 BW1842  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 BW1842
 BW1842  VERT ORDER  -  FIRST     CLASS II
 BW1842
 BW1842.The horizontal coordinates were scaled from a topographic map and have
 BW1842.an estimated accuracy of +/- 6 seconds.
 BW1842
 BW1842.The orthometric height was determined by differential leveling
 BW1842.and adjusted by the National Geodetic Survey in February 1994..
 BW1842
 BW1842.The geoid height was determined by GEOID03.
 BW1842
 BW1842.The dynamic height is computed by dividing the NAVD 88
 BW1842.geopotential number by the normal gravity value computed on the
 BW1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1842.degrees latitude (g = 980.6199 gals.).
 BW1842
 BW1842.The modeled gravity was interpolated from observed gravity values.
 BW1842
 BW1842;                    North         East    Units  Estimated Accuracy
 BW1842;SPC LA N     -   117,060.    1,100,170.      MT  (+/- 180 meters Scaled)
 BW1842
 BW1842                          SUPERSEDED SURVEY CONTROL
 BW1842
 BW1842  NAVD 88 (06/15/91)   19.111  (m)           62.70   (f) UNKNOWN     1 2
 BW1842  NGVD 29 (??/??/??)   19.090  (m)           62.63   (f) ADJUSTED    1 2
 BW1842
 BW1842.Superseded values are not recommended for survey control.
 BW1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1842.See file dsdata.txt to determine how the superseded data were derived.
 BW1842
 BW1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ475917(NAD 83)
 BW1842_MARKER: DB = BENCH MARK DISK
 BW1842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1842_SP_SET: STAINLESS STEEL ROD
 BW1842_STAMPING: B 337 1979
 BW1842_PROJECTION: RECESSED 5 CENTIMETERS
 BW1842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1842_ROD/PIPE-DEPTH: 10.7 meters
 BW1842
 BW1842  HISTORY     - Date     Condition        Report By
 BW1842  HISTORY     - 1979     MONUMENTED       NGS
 BW1842
 BW1842                          STATION DESCRIPTION
 BW1842
 BW1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1842'1.55 MI SW FROM VIDALIA.
 BW1842'1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF
 BW1842'US HIGHWAY 65 AND 84 IN VIDALIA TO THE JUNCTION OF LOUISIANA ROUTE
 BW1842'3180 AND THE MARK ON THE RIGHT SET ON THE NORTHEAST SIDE OF THE FIRST
 BW1842'POWER POLE NORTHEAST OF ROUTE 3180, 72 FEET NORTHEAST OF THE
 BW1842'CENTER LINE OF ROUTE 3180, 47 FEET NORTHEAST OF THE NORTHEAST END OF
 BW1842'THE HEAD WALL OF A BOX CULVERT UNDER ROUTE 3180, 40 FEET NORTHWEST
 BW1842'OF THE CENTER LINE OF HIGHWAY 131, 2.5 FEET NORTHEST OF THE POWER POLE
 BW1842'WITH 2 GUY WIRES CROSSING HIGHWAY 131 TO A BRACE POLE.
 BW1842'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1842'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3160 ***********************************************************************
 BX3160  DESIGNATION -  B 3377
 BX3160  PID         -  BX3160
 BX3160  STATE/COUNTY-  LA/SABINE
 BX3160  USGS QUAD   -  HORNBECK (1994)
 BX3160
 BX3160                         *CURRENT SURVEY CONTROL
 BX3160  ___________________________________________________________________
 BX3160* NAD 83(1986)-  31 21 01.     (N)    093 24 49.     (W)     SCALED    
 BX3160* NAVD 88     -        86.811  (meters)     284.81   (feet)  ADJUSTED  
 BX3160  ___________________________________________________________________
 BX3160  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX3160  DYNAMIC HT  -          86.702 (meters)     284.45  (feet)  COMP
 BX3160  MODELED GRAV-     979,384.8   (mgal)                       NAVD 88
 BX3160
 BX3160  VERT ORDER  -  SECOND    CLASS I
 BX3160
 BX3160.The horizontal coordinates were scaled from a topographic map and have
 BX3160.an estimated accuracy of +/- 6 seconds.
 BX3160
 BX3160.The orthometric height was determined by differential leveling
 BX3160.and adjusted by the National Geodetic Survey in February 1994..
 BX3160
 BX3160.The geoid height was determined by GEOID03.
 BX3160
 BX3160.The dynamic height is computed by dividing the NAVD 88
 BX3160.geopotential number by the normal gravity value computed on the
 BX3160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3160.degrees latitude (g = 980.6199 gals.).
 BX3160
 BX3160.The modeled gravity was interpolated from observed gravity values.
 BX3160
 BX3160;                    North         East    Units  Estimated Accuracy
 BX3160;SPC LA N     -    94,640.      913,070.      MT  (+/- 180 meters Scaled)
 BX3160
 BX3160                          SUPERSEDED SURVEY CONTROL
 BX3160
 BX3160.No superseded survey control is available for this station.
 BX3160
 BX3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ606684(NAD 83)
 BX3160_MARKER: DD = SURVEY DISK
 BX3160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3160_SP_SET: CONCRETE POST
 BX3160_STAMPING: B3377
 BX3160_MARK LOGO: LAGS  
 BX3160_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3160+STABILITY: SURFACE MOTION
 BX3160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3160+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1989
 BX3160
 BX3160  HISTORY     - Date     Condition        Report By
 BX3160  HISTORY     - UNK      MONUMENTED       LAGS
 BX3160  HISTORY     - 19890718 GOOD             LADTD
 BX3160
 BX3160                          STATION DESCRIPTION
 BX3160
 BX3160'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3160'THE STATION IS LOCATED ABOUT 26.7 KM (16.6 MI) NORTH OF LEESVILLE AND
 BX3160'ABOUT 26.7 KM (16.6 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA
 BX3160'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3160'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3160'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 26.7
 BX3160'KM (16.6 MI) ON HIGHWAY 171 TO THE MARK ON THE LEFT OR TO REACH THE
 BX3160'STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY 8 IN
 BX3160'LEESVILLE, GO NORTH FOR 26.7 KM (16.6 MI) ON HIGHWAY 171 TO THE
 BX3160'STATION ON THE RIGHT.
 BX3160'THE STATION IS 26.2 M (86.0 FT) EAST-NORTHEAST FROM A NET WIRE FENCE,
 BX3160'13.9 M (45.6 FT) EAST-NORTHEAST FROM THE CENTER OF THE HIGHWAY, 17.4
 BX3160'M (57.1 FT) SOUTH-SOUTHWEST FROM A FOUR STRAND BARBED WIRE FENCE AND
 BX3160'15.5 M (50.9 FT) WEST FROM POWER POLE NUMBER L164.  THE STATION IS
 BX3160'PROJECTING 0.31 M (1.02 FT) AND IS ABOUT 1.2 M (3.9 FT) ABOVE THE
 BX3160'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2278 ***********************************************************************
 CP2278  HT_MOD      -  This is a Height Modernization Survey Station.
 CP2278  DESIGNATION -  B 338
 CP2278  PID         -  CP2278
 CP2278  STATE/COUNTY-  LA/TENSAS
 CP2278  USGS QUAD   -  NEWELLTON (1994)
 CP2278
 CP2278                         *CURRENT SURVEY CONTROL
 CP2278  ___________________________________________________________________
 CP2278* NAD 83(1992)-  32 00 59.97779(N)    091 08 00.93516(W)     ADJUSTED  
 CP2278* NAVD 88     -        30.42   (meters)      99.8    (feet)  GPS OBS   
 CP2278  ___________________________________________________________________
 CP2278  X           -    -107,090.482 (meters)                     COMP
 CP2278  Y           -  -5,412,023.080 (meters)                     COMP
 CP2278  Z           -   3,362,000.192 (meters)                     COMP
 CP2278  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CP2278  ELLIP HEIGHT-           4.13  (meters)          (06/28/04) GPS OBS
 CP2278  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2278  DYNAMIC HT  -          30.38  (meters)      99.7   (feet)  COMP
 CP2278  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 CP2278
 CP2278  HORZ ORDER  -  B
 CP2278  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2278  ELLP ORDER  -  FOURTH    CLASS II
 CP2278
 CP2278.The horizontal coordinates were established by GPS observations
 CP2278.and adjusted by the National Geodetic Survey in June 2004..
 CP2278
 CP2278.The orthometric height was determined by GPS observations and a
 CP2278.high-resolution geoid model using precise GPS observation and
 CP2278.processing techniques. It supersedes the leveled height previously
 CP2278.determined for this station.
 CP2278.The vertical order pertains to the first NAVD 88 superseded value.
 CP2278
 CP2278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2278
 CP2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2278
 CP2278.The ellipsoidal height was determined by GPS observations
 CP2278.and is referenced to NAD 83.
 CP2278
 CP2278.The geoid height was determined by GEOID03.
 CP2278
 CP2278.The dynamic height is computed by dividing the NAVD 88
 CP2278.geopotential number by the normal gravity value computed on the
 CP2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2278.degrees latitude (g = 980.6199 gals.).
 CP2278
 CP2278.The modeled gravity was interpolated from observed gravity values.
 CP2278
 CP2278;                    North         East     Units Scale Factor Converg.
 CP2278;SPC LA N     -   168,973.463 1,129,078.493   MT  0.99991623   +0 43 20.7
 CP2278;SPC LA N     -   554,373.77  3,704,318.36   sFT  0.99991623   +0 43 20.7
 CP2278;UTM  15      - 3,543,804.854   676,273.977   MT  0.99998321   +0 59 23.1
 CP2278
 CP2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2278!SPC LA N     -   0.99999935  x   0.99991623  =   0.99991558
 CP2278!UTM  15      -   0.99999935  x   0.99998321  =   0.99998256
 CP2278
 CP2278                          SUPERSEDED SURVEY CONTROL
 CP2278
 CP2278  NAVD 88 (02/14/94)   30.443  (m)           99.88   (f) ADJUSTED    1 2
 CP2278  NAVD 88 (06/15/91)   30.451  (m)           99.90   (f) UNKNOWN     1 2
 CP2278  NGVD 29 (??/??/??)   30.462  (m)           99.94   (f) ADJUSTED    1 2
 CP2278
 CP2278.Superseded values are not recommended for survey control.
 CP2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2278.See file dsdata.txt to determine how the superseded data were derived.
 CP2278
 CP2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7627443805(NAD 83)
 CP2278_MARKER: DB = BENCH MARK DISK
 CP2278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2278_SP_SET: STAINLESS STEEL ROD
 CP2278_STAMPING: B 338 1979
 CP2278_PROJECTION: RECESSED 5 CENTIMETERS
 CP2278_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2278+SATELLITE: SATELLITE OBSERVATIONS - 2003
 CP2278_ROD/PIPE-DEPTH: 9.14 meters
 CP2278
 CP2278  HISTORY     - Date     Condition        Report By
 CP2278  HISTORY     - 1979     MONUMENTED       NGS
 CP2278  HISTORY     - 2003     GOOD             PYBURN
 CP2278
 CP2278                          STATION DESCRIPTION
 CP2278
 CP2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2278'11.5 MI NE FROM ST JOSEPH.
 CP2278'11.5 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 CP2278'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH TO THE MARK ON THE
 CP2278'LEFT, SET ON THE SOUTHWEST SIDE OF LEVEE STATION MARKER 5400, 0.65
 CP2278'MILE SOUTHWEST OF A CATTLE GUARD IN THE LEVEE ROAD, 20 FEET
 CP2278'NORTHWEST OF THE CENTER OF THE ROAD, AND 2 FEET SOUTHWEST OF LEVEE
 CP2278'STATION MARKER 5400.
 CP2278'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CP2278'THE MARK IS 2 FT BELOW ROAD.
 CP2278
 CP2278                          STATION RECOVERY (2003)
 CP2278
 CP2278'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 CP2278'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1843 ***********************************************************************
 BW1843  DESIGNATION -  B 339
 BW1843  PID         -  BW1843
 BW1843  STATE/COUNTY-  LA/CONCORDIA
 BW1843  USGS QUAD   -  NATCHEZ (1976)
 BW1843
 BW1843                         *CURRENT SURVEY CONTROL
 BW1843  ___________________________________________________________________
 BW1843* NAD 83(1986)-  31 33 46.     (N)    091 25 17.     (W)     SCALED    
 BW1843* NAVD 88     -        22.416  (meters)      73.54   (feet)  ADJUSTED  
 BW1843  ___________________________________________________________________
 BW1843  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW1843  DYNAMIC HT  -          22.389 (meters)      73.45  (feet)  COMP
 BW1843  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 BW1843
 BW1843  VERT ORDER  -  FIRST     CLASS II
 BW1843
 BW1843.The horizontal coordinates were scaled from a topographic map and have
 BW1843.an estimated accuracy of +/- 6 seconds.
 BW1843
 BW1843.The orthometric height was determined by differential leveling
 BW1843.and adjusted by the National Geodetic Survey in February 1994..
 BW1843
 BW1843.The geoid height was determined by GEOID03.
 BW1843
 BW1843.The dynamic height is computed by dividing the NAVD 88
 BW1843.geopotential number by the normal gravity value computed on the
 BW1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1843.degrees latitude (g = 980.6199 gals.).
 BW1843
 BW1843.The modeled gravity was interpolated from observed gravity values.
 BW1843
 BW1843;                    North         East    Units  Estimated Accuracy
 BW1843;SPC LA N     -   118,350.    1,102,390.      MT  (+/- 180 meters Scaled)
 BW1843
 BW1843                          SUPERSEDED SURVEY CONTROL
 BW1843
 BW1843  NAVD 88 (06/15/91)   22.434  (m)           73.60   (f) UNKNOWN     1 2
 BW1843  NGVD 29 (??/??/??)   22.413  (m)           73.53   (f) ADJUSTED    1 2
 BW1843
 BW1843.Superseded values are not recommended for survey control.
 BW1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1843.See file dsdata.txt to determine how the superseded data were derived.
 BW1843
 BW1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ498930(NAD 83)
 BW1843_MARKER: Z = SEE DESCRIPTION
 BW1843_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1843_SP_SET: STAINLESS STEEL ROD
 BW1843_PROJECTION: FLUSH
 BW1843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1843_ROD/PIPE-DEPTH: 1.22 meters
 BW1843
 BW1843  HISTORY     - Date     Condition        Report By
 BW1843  HISTORY     - 1980     MONUMENTED       NGS
 BW1843
 BW1843                          STATION DESCRIPTION
 BW1843
 BW1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BW1843'0.5 MI EAST FROM VIDALIA.
 BW1843'0.25 MILE EAST ALONG US HIGHWAY 84 FROM THE COURTHOUSE AT VIDALIA TO
 BW1843'THE WEST END OF THE MISSISSIPPI RIVER BRIDGE, CONTINUE EAST UNDER
 BW1843'THE BRIDGE 0.25 MILE TO THE WEST BANK OF THE RIVER. A 4-FOOT STAINLESS
 BW1843'STEEL ROD DRIVEN FLUSH WITH THE GROUND, WITH NO DISK, USED FOR RIVER
 BW1843'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1614 ***********************************************************************
 BX1614  DESIGNATION -  B 3402 LAGS
 BX1614  PID         -  BX1614
 BX1614  STATE/COUNTY-  LA/WINN
 BX1614  USGS QUAD   -  ATLANTA (1984)
 BX1614
 BX1614                         *CURRENT SURVEY CONTROL
 BX1614  ___________________________________________________________________
 BX1614* NAD 83(1986)-  31 48 45.     (N)    092 40 57.     (W)     SCALED    
 BX1614* NAVD 88     -        66.47   (+/-2cm)     218.1    (feet)  VERTCON   
 BX1614  ___________________________________________________________________
 BX1614  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1614
 BX1614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1614
 BX1614.The horizontal coordinates were scaled from a topographic map and have
 BX1614.an estimated accuracy of +/- 6 seconds.
 BX1614
 BX1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1614.The vertical order pertains to the NGVD 29 superseded value.
 BX1614
 BX1614.The geoid height was determined by GEOID03.
 BX1614
 BX1614;                    North         East    Units  Estimated Accuracy
 BX1614;SPC LA N     -   145,540.      982,720.      MT  (+/- 180 meters Scaled)
 BX1614
 BX1614                          SUPERSEDED SURVEY CONTROL
 BX1614
 BX1614  NGVD 29 (??/??/??)   66.488  (m)          218.14   (f) ADJUSTED    2 0
 BX1614
 BX1614.Superseded values are not recommended for survey control.
 BX1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1614.See file dsdata.txt to determine how the superseded data were derived.
 BX1614
 BX1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR300196(NAD 83)
 BX1614_MARKER: DD = SURVEY DISK
 BX1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1614_STAMPING: B 3402
 BX1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1614+STABILITY: SURFACE MOTION
 BX1614
 BX1614  HISTORY     - Date     Condition        Report By
 BX1614  HISTORY     - UNK      MONUMENTED       LAGS
 BX1614  HISTORY     - 1949     GOOD             CGS
 BX1614  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1614
 BX1614                          STATION DESCRIPTION
 BX1614
 BX1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1614'3.05 MI E FROM ATLANTA.
 BX1614'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1614'ATLANTA, THENCE 2.6 MILES EAST ALONG STATE HIGHWAY 1199, 33 FEET
 BX1614'NORTHWEST OF THE CENTER LINE OF THE ROAD, 21.0 FEET NORTH OF A 20 INCH
 BX1614'TRIANGULAR BLAZED PINE TREE, 13.5 FEET NORTHWEST OF A WITNESS POST,
 BX1614'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 BX1614'GROUND.
 BX1614
 BX1614                          STATION RECOVERY (1981)
 BX1614
 BX1614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1616 ***********************************************************************
 BX1616  DESIGNATION -  B 3405 LAGS
 BX1616  PID         -  BX1616
 BX1616  STATE/COUNTY-  LA/WINN
 BX1616  USGS QUAD   -  ATLANTA (1984)
 BX1616
 BX1616                         *CURRENT SURVEY CONTROL
 BX1616  ___________________________________________________________________
 BX1616* NAD 83(1986)-  31 48 42.     (N)    092 40 05.     (W)     SCALED    
 BX1616* NAVD 88     -        70.20   (+/-2cm)     230.3    (feet)  VERTCON   
 BX1616  ___________________________________________________________________
 BX1616  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1616
 BX1616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1616
 BX1616.The horizontal coordinates were scaled from a topographic map and have
 BX1616.an estimated accuracy of +/- 6 seconds.
 BX1616
 BX1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1616.The vertical order pertains to the NGVD 29 superseded value.
 BX1616
 BX1616.The geoid height was determined by GEOID03.
 BX1616
 BX1616;                    North         East    Units  Estimated Accuracy
 BX1616;SPC LA N     -   145,440.      984,090.      MT  (+/- 180 meters Scaled)
 BX1616
 BX1616                          SUPERSEDED SURVEY CONTROL
 BX1616
 BX1616  NGVD 29 (??/??/??)   70.219  (m)          230.38   (f) ADJUSTED    2 0
 BX1616
 BX1616.Superseded values are not recommended for survey control.
 BX1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1616.See file dsdata.txt to determine how the superseded data were derived.
 BX1616
 BX1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR314196(NAD 83)
 BX1616_MARKER: DD = SURVEY DISK
 BX1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1616_STAMPING: B 3405
 BX1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1616+STABILITY: SURFACE MOTION
 BX1616
 BX1616  HISTORY     - Date     Condition        Report By
 BX1616  HISTORY     - UNK      MONUMENTED       LAGS
 BX1616  HISTORY     - 1949     GOOD             CGS
 BX1616  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1616
 BX1616                          STATION DESCRIPTION
 BX1616
 BX1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1616'3.95 MI E FROM ATLANTA.
 BX1616'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1616'ATLANTA, THENCE 3.5 MILES EAST ALONG STATE HIGHWAY 1199, 26 FEET NORTH
 BX1616'OF THE CENTER LINE OF THE ROAD, 11.0 FEET NORTHEAST OF A 10 INCH
 BX1616'TRIANGULAR BLAZED OAK TREE, 6.0 FEET SOUTHWEST OF A 10 INCH TRIANGULAR
 BX1616'BLAZED OAK TREE, 6.0 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BX1616'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BX1616
 BX1616                          STATION RECOVERY (1981)
 BX1616
 BX1616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1640 ***********************************************************************
 BX1640  DESIGNATION -  B 3410 LAGS
 BX1640  PID         -  BX1640
 BX1640  STATE/COUNTY-  LA/WINN
 BX1640  USGS QUAD   -  ATLANTA (1984)
 BX1640
 BX1640                         *CURRENT SURVEY CONTROL
 BX1640  ___________________________________________________________________
 BX1640* NAD 83(1986)-  31 48 25.     (N)    092 38 28.     (W)     SCALED    
 BX1640* NAVD 88     -        63.23   (+/-2cm)     207.4    (feet)  VERTCON   
 BX1640  ___________________________________________________________________
 BX1640  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1640
 BX1640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1640
 BX1640.The horizontal coordinates were scaled from a topographic map and have
 BX1640.an estimated accuracy of +/- 6 seconds.
 BX1640
 BX1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1640.The vertical order pertains to the NGVD 29 superseded value.
 BX1640
 BX1640.The geoid height was determined by GEOID03.
 BX1640
 BX1640;                    North         East    Units  Estimated Accuracy
 BX1640;SPC LA N     -   144,920.      986,640.      MT  (+/- 180 meters Scaled)
 BX1640
 BX1640                          SUPERSEDED SURVEY CONTROL
 BX1640
 BX1640  NGVD 29 (??/??/??)   63.241  (m)          207.48   (f) ADJUSTED    2 0
 BX1640
 BX1640.Superseded values are not recommended for survey control.
 BX1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1640.See file dsdata.txt to determine how the superseded data were derived.
 BX1640
 BX1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR339190(NAD 83)
 BX1640_MARKER: DD = SURVEY DISK
 BX1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1640_STAMPING: B 3410
 BX1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1640+STABILITY: SURFACE MOTION
 BX1640
 BX1640  HISTORY     - Date     Condition        Report By
 BX1640  HISTORY     - UNK      MONUMENTED       LAGS
 BX1640  HISTORY     - 1949     GOOD             CGS
 BX1640  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1640
 BX1640                          STATION DESCRIPTION
 BX1640
 BX1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1640'4.15 MI W FROM PACKTON.
 BX1640'4.15 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1640'ARKANSAS RAILROAD STATION AT PACKTON, 29 FEET SOUTH OF THE CENTER LINE
 BX1640'OF THE HIGHWAY, 70.0 FEET NORTHEAST OF A 16 INCH TRIANGULAR BLAZED
 BX1640'PINE TREE, 10.0 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BX1640'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BX1640
 BX1640                          STATION RECOVERY (1981)
 BX1640
 BX1640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1642 ***********************************************************************
 BX1642  DESIGNATION -  B 3414 LAGS
 BX1642  PID         -  BX1642
 BX1642  STATE/COUNTY-  LA/WINN
 BX1642  USGS QUAD   -  PACKTON (1984)
 BX1642
 BX1642                         *CURRENT SURVEY CONTROL
 BX1642  ___________________________________________________________________
 BX1642* NAD 83(1986)-  31 48 36.     (N)    092 36 59.     (W)     SCALED    
 BX1642* NAVD 88     -        65.55   (+/-2cm)     215.1    (feet)  VERTCON   
 BX1642  ___________________________________________________________________
 BX1642  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1642
 BX1642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1642
 BX1642.The horizontal coordinates were scaled from a topographic map and have
 BX1642.an estimated accuracy of +/- 6 seconds.
 BX1642
 BX1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1642.The vertical order pertains to the NGVD 29 superseded value.
 BX1642
 BX1642.The geoid height was determined by GEOID03.
 BX1642
 BX1642;                    North         East    Units  Estimated Accuracy
 BX1642;SPC LA N     -   145,250.      988,980.      MT  (+/- 180 meters Scaled)
 BX1642
 BX1642                          SUPERSEDED SURVEY CONTROL
 BX1642
 BX1642  NGVD 29 (??/??/??)   65.568  (m)          215.12   (f) ADJUSTED    2 0
 BX1642
 BX1642.Superseded values are not recommended for survey control.
 BX1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1642.See file dsdata.txt to determine how the superseded data were derived.
 BX1642
 BX1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR363194(NAD 83)
 BX1642_MARKER: DD = SURVEY DISK
 BX1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1642_STAMPING: B 3414
 BX1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1642+STABILITY: SURFACE MOTION
 BX1642
 BX1642  HISTORY     - Date     Condition        Report By
 BX1642  HISTORY     - UNK      MONUMENTED       LAGS
 BX1642  HISTORY     - 1949     GOOD             CGS
 BX1642  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1642
 BX1642                          STATION DESCRIPTION
 BX1642
 BX1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1642'2.65 MI W FROM PACKTON.
 BX1642'2.65 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1642'ARKANSAS RAILROAD STATION AT PACKTON, 27 FEET SOUTH OF THE CENTER LINE
 BX1642'OF THE HIGHWAY, 15.0 FEET NORTHWEST OF A 16 INCH TRIANGULAR BLAZED
 BX1642'PINE TREE, 11.0 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BX1642'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1642
 BX1642                          STATION RECOVERY (1981)
 BX1642
 BX1642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1643 ***********************************************************************
 BX1643  DESIGNATION -  B 3415 LAGS
 BX1643  PID         -  BX1643
 BX1643  STATE/COUNTY-  LA/WINN
 BX1643  USGS QUAD   -  PACKTON (1984)
 BX1643
 BX1643                         *CURRENT SURVEY CONTROL
 BX1643  ___________________________________________________________________
 BX1643* NAD 83(1986)-  31 48 30.     (N)    092 36 43.     (W)     SCALED    
 BX1643* NAVD 88     -        53.24   (+/-2cm)     174.7    (feet)  VERTCON   
 BX1643  ___________________________________________________________________
 BX1643  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1643
 BX1643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1643
 BX1643.The horizontal coordinates were scaled from a topographic map and have
 BX1643.an estimated accuracy of +/- 6 seconds.
 BX1643
 BX1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1643.The vertical order pertains to the NGVD 29 superseded value.
 BX1643
 BX1643.The geoid height was determined by GEOID03.
 BX1643
 BX1643;                    North         East    Units  Estimated Accuracy
 BX1643;SPC LA N     -   145,070.      989,400.      MT  (+/- 180 meters Scaled)
 BX1643
 BX1643                          SUPERSEDED SURVEY CONTROL
 BX1643
 BX1643  NGVD 29 (??/??/??)   53.253  (m)          174.71   (f) ADJUSTED    2 0
 BX1643
 BX1643.Superseded values are not recommended for survey control.
 BX1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1643.See file dsdata.txt to determine how the superseded data were derived.
 BX1643
 BX1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR367192(NAD 83)
 BX1643_MARKER: DD = SURVEY DISK
 BX1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1643_STAMPING: B 3415
 BX1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1643+STABILITY: SURFACE MOTION
 BX1643
 BX1643  HISTORY     - Date     Condition        Report By
 BX1643  HISTORY     - UNK      MONUMENTED       LAGS
 BX1643  HISTORY     - 1949     GOOD             CGS
 BX1643  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1643
 BX1643                          STATION DESCRIPTION
 BX1643
 BX1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1643'2.25 MI W FROM PACKTON.
 BX1643'2.25 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1643'ARKANSAS RAILROAD STATION AT PACKTON, 36 FEET SOUTH OF THE CENTER LINE
 BX1643'OF THE HIGHWAY, 24.0 FEET SOUTHEAST OF A 16 INCH TRIANGULAR BLAZED OAK
 BX1643'TREE, 109.0 FEET EAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 21.0
 BX1643'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX1643'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1643
 BX1643                          STATION RECOVERY (1981)
 BX1643
 BX1643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1644 ***********************************************************************
 BX1644  DESIGNATION -  B 3417 LAGS
 BX1644  PID         -  BX1644
 BX1644  STATE/COUNTY-  LA/WINN
 BX1644  USGS QUAD   -  PACKTON (1984)
 BX1644
 BX1644                         *CURRENT SURVEY CONTROL
 BX1644  ___________________________________________________________________
 BX1644* NAD 83(1986)-  31 48 16.     (N)    092 35 54.     (W)     SCALED    
 BX1644* NAVD 88     -        56.97   (+/-2cm)     186.9    (feet)  VERTCON   
 BX1644  ___________________________________________________________________
 BX1644  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1644
 BX1644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1644
 BX1644.The horizontal coordinates were scaled from a topographic map and have
 BX1644.an estimated accuracy of +/- 6 seconds.
 BX1644
 BX1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1644.The vertical order pertains to the NGVD 29 superseded value.
 BX1644
 BX1644.The geoid height was determined by GEOID03.
 BX1644
 BX1644;                    North         East    Units  Estimated Accuracy
 BX1644;SPC LA N     -   144,630.      990,690.      MT  (+/- 180 meters Scaled)
 BX1644
 BX1644                          SUPERSEDED SURVEY CONTROL
 BX1644
 BX1644  NGVD 29 (??/??/??)   56.984  (m)          186.96   (f) ADJUSTED    2 0
 BX1644
 BX1644.Superseded values are not recommended for survey control.
 BX1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1644.See file dsdata.txt to determine how the superseded data were derived.
 BX1644
 BX1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR380188(NAD 83)
 BX1644_MARKER: DD = SURVEY DISK
 BX1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1644_STAMPING: B 3417
 BX1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1644+STABILITY: SURFACE MOTION
 BX1644
 BX1644  HISTORY     - Date     Condition        Report By
 BX1644  HISTORY     - UNK      MONUMENTED       LAGS
 BX1644  HISTORY     - 1949     GOOD             CGS
 BX1644  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1644
 BX1644                          STATION DESCRIPTION
 BX1644
 BX1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1644'1.45 MI W FROM PACKTON.
 BX1644'1.45 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1644'ARKANSAS RAILROAD STATION AT PACKTON, 36 FEET NORTH OF THE CENTER LINE
 BX1644'OF THE HIGHWAY, 19.5 FEET NORTHEAST OF A 10 INCH TRIANGULAR BLAZED
 BX1644'PINE TREE, 4.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BX1644'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BX1644
 BX1644                          STATION RECOVERY (1981)
 BX1644
 BX1644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1645 ***********************************************************************
 BX1645  DESIGNATION -  B 3419 LAGS
 BX1645  PID         -  BX1645
 BX1645  STATE/COUNTY-  LA/WINN
 BX1645  USGS QUAD   -  PACKTON (1984)
 BX1645
 BX1645                         *CURRENT SURVEY CONTROL
 BX1645  ___________________________________________________________________
 BX1645* NAD 83(1986)-  31 47 59.     (N)    092 35 20.     (W)     SCALED    
 BX1645* NAVD 88     -        52.95   (+/-2cm)     173.7    (feet)  VERTCON   
 BX1645  ___________________________________________________________________
 BX1645  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX1645
 BX1645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1645
 BX1645.The horizontal coordinates were scaled from a topographic map and have
 BX1645.an estimated accuracy of +/- 6 seconds.
 BX1645
 BX1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1645.The vertical order pertains to the NGVD 29 superseded value.
 BX1645
 BX1645.The geoid height was determined by GEOID03.
 BX1645
 BX1645;                    North         East    Units  Estimated Accuracy
 BX1645;SPC LA N     -   144,110.      991,580.      MT  (+/- 180 meters Scaled)
 BX1645
 BX1645                          SUPERSEDED SURVEY CONTROL
 BX1645
 BX1645  NGVD 29 (??/??/??)   52.966  (m)          173.77   (f) ADJUSTED    2 0
 BX1645
 BX1645.Superseded values are not recommended for survey control.
 BX1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1645.See file dsdata.txt to determine how the superseded data were derived.
 BX1645
 BX1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR389183(NAD 83)
 BX1645_MARKER: DD = SURVEY DISK
 BX1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1645_STAMPING: B 3419
 BX1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1645+STABILITY: SURFACE MOTION
 BX1645
 BX1645  HISTORY     - Date     Condition        Report By
 BX1645  HISTORY     - UNK      MONUMENTED       LAGS
 BX1645  HISTORY     - 1949     GOOD             CGS
 BX1645  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1645
 BX1645                          STATION DESCRIPTION
 BX1645
 BX1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1645'0.75 MI W FROM PACKTON.
 BX1645'0.75 MILE WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1645'ARKANSAS RAILROAD STATION AT PACKTON, 29 FEET SOUTH OF THE CENTER LINE
 BX1645'OF THE HIGHWAY, 15.0 FEET SOUTHEAST OF A 16 INCH TRIANGULAR BLAZED
 BX1645'PINE TREE, 10.0 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BX1645'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1645
 BX1645                          STATION RECOVERY (1981)
 BX1645
 BX1645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1550 ***********************************************************************
 BX1550  DESIGNATION -  B 3467 LAGS
 BX1550  PID         -  BX1550
 BX1550  STATE/COUNTY-  LA/WINN
 BX1550  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1550
 BX1550                         *CURRENT SURVEY CONTROL
 BX1550  ___________________________________________________________________
 BX1550* NAD 83(1986)-  31 57 51.     (N)    092 32 32.     (W)     SCALED    
 BX1550* NAVD 88     -        40.59   (+/-2cm)     133.2    (feet)  VERTCON   
 BX1550  ___________________________________________________________________
 BX1550  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX1550
 BX1550  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1550
 BX1550.The horizontal coordinates were scaled from a topographic map and have
 BX1550.an estimated accuracy of +/- 6 seconds.
 BX1550
 BX1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1550.The vertical order pertains to the NGVD 29 superseded value.
 BX1550
 BX1550.The geoid height was determined by GEOID03.
 BX1550
 BX1550;                    North         East    Units  Estimated Accuracy
 BX1550;SPC LA N     -   162,340.      996,010.      MT  (+/- 180 meters Scaled)
 BX1550
 BX1550                          SUPERSEDED SURVEY CONTROL
 BX1550
 BX1550  NGVD 29 (??/??/??)   40.611  (m)          133.24   (f) ADJUSTED    2 0
 BX1550
 BX1550.Superseded values are not recommended for survey control.
 BX1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1550.See file dsdata.txt to determine how the superseded data were derived.
 BX1550
 BX1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR432365(NAD 83)
 BX1550_MARKER: DD = SURVEY DISK
 BX1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1550_STAMPING: B3467
 BX1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1550+STABILITY: SURFACE MOTION
 BX1550
 BX1550  HISTORY     - Date     Condition        Report By
 BX1550  HISTORY     - UNK      MONUMENTED       LAGS
 BX1550  HISTORY     - 1950     GOOD             CGS
 BX1550
 BX1550                          STATION DESCRIPTION
 BX1550
 BX1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1550'6.2 MI NE FROM WINNFIELD.
 BX1550'6.2 MILES NORTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 BX1550'STATION AT WINNFIELD, 0.3 MILE SOUTHWEST OF MILEPOST 42, AT THE
 BX1550'CROSSING OF A GRAVELED ROAD, 79 FEET NORTH OF THE CENTER LINE OF THE
 BX1550'ROAD, 26.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 5.0 FEET
 BX1550'NORTH OF A CONCRETE REFERENCE POST AND SET IN THE TOP OF A CONCRETE
 BX1550'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2255 ***********************************************************************
 BK2255  DESIGNATION -  B 356
 BK2255  PID         -  BK2255
 BK2255  STATE/COUNTY-  LA/CALCASIEU
 BK2255  USGS QUAD   -  ECHO (1994)
 BK2255
 BK2255                         *CURRENT SURVEY CONTROL
 BK2255  ___________________________________________________________________
 BK2255* NAD 83(1986)-  30 08 13.     (N)    093 40 45.     (W)     SCALED    
 BK2255* NAVD 88     -         3.659  (meters)      12.00   (feet)  ADJUSTED  
 BK2255  ___________________________________________________________________
 BK2255  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2255  DYNAMIC HT  -           3.655 (meters)      11.99  (feet)  COMP
 BK2255  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 BK2255
 BK2255  VERT ORDER  -  FIRST     CLASS II
 BK2255
 BK2255.The horizontal coordinates were scaled from a topographic map and have
 BK2255.an estimated accuracy of +/- 6 seconds.
 BK2255
 BK2255.The orthometric height was determined by differential leveling
 BK2255.and adjusted by the National Geodetic Survey in February 1994..
 BK2255
 BK2255.The geoid height was determined by GEOID03.
 BK2255
 BK2255.The dynamic height is computed by dividing the NAVD 88
 BK2255.geopotential number by the normal gravity value computed on the
 BK2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2255.degrees latitude (g = 980.6199 gals.).
 BK2255
 BK2255.The modeled gravity was interpolated from observed gravity values.
 BK2255
 BK2255;                    North         East    Units  Estimated Accuracy
 BK2255;SPC LA S     -   183,760.      774,000.      MT  (+/- 180 meters Scaled)
 BK2255
 BK2255                          SUPERSEDED SURVEY CONTROL
 BK2255
 BK2255  NAVD 88 (06/15/91)    3.659  (m)           12.00   (f) UNKNOWN     1 2
 BK2255  NGVD 29 (??/??/??)    3.618  (m)           11.87   (f) ADJUSTED    1 2
 BK2255
 BK2255.Superseded values are not recommended for survey control.
 BK2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2255.See file dsdata.txt to determine how the superseded data were derived.
 BK2255
 BK2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP345341(NAD 83)
 BK2255_MARKER: I = METAL ROD
 BK2255_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2255_STAMPING: B 356 1981
 BK2255_MARK LOGO: NGS   
 BK2255_PROJECTION: FLUSH
 BK2255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2255+STABILITY: POSITION/ELEVATION WELL
 BK2255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2255+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 BK2255_ROD/PIPE-DEPTH: 26.8 meters
 BK2255
 BK2255  HISTORY     - Date     Condition        Report By
 BK2255  HISTORY     - 1981     MONUMENTED       NGS
 BK2255  HISTORY     - 20020727 GOOD             USPSQD
 BK2255  HISTORY     - 20041009 GOOD             USPSQD
 BK2255
 BK2255                          STATION DESCRIPTION
 BK2255
 BK2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2255'10.4 KM (6.45 MI) NE FROM ORANGE TX.
 BK2255'2.95 KILOMETERS (1.85 MILES) NORTH ALONG 16TH STREET FROM THE JUNCTION
 BK2255'0F WEST GREEN AVENUE IN ORANGE, TEXAS, THENCE 7.4 KILOMETERS (4.6
 BK2255'MILES) EAST ALONG INTERSTATE 10 (INCLUDING RAMP MILEAGE) TO THE MARK
 BK2255'ON THE RIGHT AT WEST ENTRANCE TO A REST AREA, 8.99 METERS (29.5 FEET)
 BK2255'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 BK2255'0.91 METER (3.0 FEET) NORTHEAST OF THE SOUTH LEG OF TWO SUPPORTS FOR
 BK2255'A REST AREA SIGN.
 BK2255'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2255
 BK2255                          STATION RECOVERY (2002)
 BK2255
 BK2255'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK2255'MARKER IS NOW 11.25 FEET WEST OF A NEW REST AREA SIGN POST AND 1 FOOT
 BK2255'WEST OF A METAL WITNESS POST.
 BK2255
 BK2255                          STATION RECOVERY (2004)
 BK2255
 BK2255'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2014 ***********************************************************************
 AU2014  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2014  DESIGNATION -  B 358
 AU2014  PID         -  AU2014
 AU2014  STATE/COUNTY-  LA/LAFOURCHE
 AU2014  USGS QUAD   -  LOCKPORT (1980)
 AU2014
 AU2014                         *CURRENT SURVEY CONTROL
 AU2014  ___________________________________________________________________
 AU2014* NAD 83(1992)-  29 43 39.93287(N)    090 35 52.66246(W)     ADJUSTED  
 AU2014* NAVD 88     -         3.24 **(meters)      10.6  **(feet)  LEVELING(2004.65)
 AU2014  **This station is located in a subsidence area (see below).
 AU2014  **This station is included in the VTDP model (see below).
 AU2014  ___________________________________________________________________
 AU2014  EPOCH DATE  -        2004.65
 AU2014  X           -     -57,850.683 (meters)                     COMP
 AU2014  Y           -  -5,542,962.202 (meters)                     COMP
 AU2014  Z           -   3,144,192.054 (meters)                     COMP
 AU2014  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2014  ELLIP HEIGHT-         -22.32  (meters)          (06/22/05) GPS OBS
 AU2014  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU2014  DYNAMIC HT  -           3.23  (meters)      10.6   (feet)  COMP
 AU2014  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 AU2014
 AU2014  HORZ ORDER  -  B
 AU2014  VERT ORDER  -  THIRD
 AU2014  ELLP ORDER  -  FOURTH    CLASS I
 AU2014
 AU2014.The horizontal coordinates were established by GPS observations
 AU2014.and adjusted by the National Geodetic Survey in June 2005..
 AU2014.The horizontal coordinates are valid at the epoch date displayed above.
 AU2014.The epoch date for horizontal control is a decimal equivalence
 AU2014.of Year/Month/Day.
 AU2014
 AU2014 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2014 ** and geoid heights are valid at the date of observation. These heights
 AU2014 ** must always be validated when used as control.
 AU2014 ** The orthometric height was determined with a Vertical Time-dependent
 AU2014 ** Positioning (VTDP) model and has been validated through GPS observations
 AU2014 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU2014 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2014 ** epoch indicated which incorporates improved geoid heights for the
 AU2014 ** Southern Louisiana Subsidence area
 AU2014 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2014.The orthometric height was determined by differential leveling.
 AU2014.The vertical network tie was performed by a horz. field party for horz.
 AU2014.obs reductions. Reset procedures were used to establish the elevation.
 AU2014
 AU2014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2014
 AU2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2014
 AU2014.The ellipsoidal height was determined by GPS observations
 AU2014.and is referenced to NAD 83.
 AU2014
 AU2014.The geoid height was determined by GEOID03.
 AU2014
 AU2014.The dynamic height is computed by dividing the NAVD 88
 AU2014.geopotential number by the normal gravity value computed on the
 AU2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2014.degrees latitude (g = 980.6199 gals.).
 AU2014
 AU2014.The modeled gravity was interpolated from observed gravity values.
 AU2014
 AU2014;                    North         East     Units Scale Factor Converg.
 AU2014;SPC LA S     -   136,318.872 1,071,141.160   MT  0.99993703   +0 22 03.7
 AU2014;SPC LA S     -   447,239.50  3,514,235.62   sFT  0.99993703   +0 22 03.7
 AU2014;UTM  15      - 3,291,035.390   732,335.591   MT  1.00026607   +1 11 30.0
 AU2014
 AU2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2014!SPC LA S     -   1.00000351  x   0.99993703  =   0.99994054
 AU2014!UTM  15      -   1.00000351  x   1.00026607  =   1.00026958
 AU2014
 AU2014                          SUPERSEDED SURVEY CONTROL
 AU2014
 AU2014  NAVD 88 (12/05/96)    3.377  (m)           11.08   (f) ADJUSTED    1 2
 AU2014  NAVD 88 (02/14/94)    3.442  (m)           11.29   (f) UNKNOWN     1 2
 AU2014  NAVD 88 (06/15/91)    3.526  (m)           11.57   (f) UNKNOWN     1 2
 AU2014  NGVD 29 (??/??/??)    3.548  (m)           11.64   (f) ADJUSTED    1 2
 AU2014
 AU2014.Superseded values are not recommended for survey control.
 AU2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2014.See file dsdata.txt to determine how the superseded data were derived.
 AU2014
 AU2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3233691035(NAD 83)
 AU2014_MARKER: I = METAL ROD
 AU2014_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AU2014_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AU2014_STAMPING: B 358 1982
 AU2014_MARK LOGO: NGS   
 AU2014_PROJECTION: FLUSH
 AU2014_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2014+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AU2014_ROD/PIPE-DEPTH: 25.6 meters
 AU2014_SLEEVE-DEPTH  : 6.0 meters
 AU2014
 AU2014  HISTORY     - Date     Condition        Report By
 AU2014  HISTORY     - 1982     MONUMENTED       NGS
 AU2014  HISTORY     - 1982     GOOD             NGS
 AU2014  HISTORY     - 19930225 GOOD             NGS
 AU2014  HISTORY     - 19941024 GOOD             NGS
 AU2014  HISTORY     - 20040413 GOOD             NGS
 AU2014  HISTORY     - 20051010 GOOD             NGS
 AU2014
 AU2014                          STATION DESCRIPTION
 AU2014
 AU2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2014'IN RACELAND.
 AU2014'THE MARK IS 0.30 M BELOW HIGHWAY.
 AU2014'IN RACELAND, AT THE RACELAND FIRE DEPARTMENT COMPANY NO. 2, LOCATED ON
 AU2014'THE SOUTHEAST SIDE OF THE INTERSECTION OF STATE HIGHWAY 308 AND PARISH
 AU2014'ROAD 3199, NEAR THE SOUTH CORNER OF THE FIRE DEPARTMENT, 26.82 METERS
 AU2014'(87.0 FEET) SOUTHWEST OF THE CENTER LINE OF HIGHWAY 308, 1.98 METERS
 AU2014'(6.5 FEET) NORTHWEST OF THE NORTHWEST FACE OF A CREOSOTE BULKHEAD
 AU2014'ALONG THE NORTHWEST BANK OF LAFOURCHE BAYOU, 1.49 METERS (4.9 FEET)
 AU2014'SOUTH OF THE SOUTH CORNER OF THE FIRE DEPARTMENT BUILDING.
 AU2014'THE MARK IS 1.90 METERS  S FROM A WITNESS POST.
 AU2014
 AU2014                          STATION RECOVERY (1982)
 AU2014
 AU2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU2014'RECOVERED IN GOOD CONDITION.
 AU2014
 AU2014                          STATION RECOVERY (1993)
 AU2014
 AU2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2014'IN RACELAND, AT THE INTERSECTION OF STATE HIGHWAYS 308 AND 3199, 69.2
 AU2014'M (227.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 3199, 26.8
 AU2014'M (87.9 FT) SOUTHWEST OF THE CENTER OF STATE HIGHWAY 308, 17.7 M
 AU2014'(58.1 FT) NORTHWEST OF THE CENTER OF A BOAT RAMP, 1.9 M (6.2 FT)
 AU2014'SOUTH OF THE SOUTH CORNER OF THE RACELAND FIRE DEPARTMENT NUMBER 2,
 AU2014'1.4 M (4.6 FT) NORTHEAST OF A WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST
 AU2014'OF THE SOUTHEAST EDGE OF A CONCRETE PAD, AND 0.3 M (1.0 FT) BELOW THE
 AU2014'LEVEL OF STATE HIGHWAY 308.  NOTE--ACCESS TO THE DATUM POINT IS
 AU2014'THROUGH A 5-INCH LOGO CAP.
 AU2014
 AU2014                          STATION RECOVERY (1994)
 AU2014
 AU2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2014'IN RACELAND, AT THE INTERSECTION OF STATE HIGHWAYS 308 AND 3199, 69.2
 AU2014'M (227.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 3199, 26.8 M
 AU2014'(87.9 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 308, 17.7 M
 AU2014'(58.1 FT) NORTHWEST OF THE CENTER OF A BOAT RAMP, 1.9 M (6.2 FT) SOUTH
 AU2014'OF THE SOUTH CORNER OF THE RACELAND FIRE DEPARTMENT NUMBER 2, 1.0 M
 AU2014'(3.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE PAD, AND 0.3 M
 AU2014'(1.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 308.  NOTE--ACCESS TO THE
 AU2014'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2014
 AU2014                          STATION RECOVERY (2004)
 AU2014
 AU2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU2014'RECOVERED AS DESCRIBED  NOTE STATE HIGHWAY 3199 IS NOW STATE HIGHWAY
 AU2014'182.
 AU2014
 AU2014                          STATION RECOVERY (2005)
 AU2014
 AU2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU2014'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  1.52 M ENE OF A
 AU2014'METAL POST WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2163 ***********************************************************************
 AU2163  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2163  DESIGNATION -  B 369
 AU2163  PID         -  AU2163
 AU2163  STATE/COUNTY-  LA/JEFFERSON
 AU2163  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2163
 AU2163                         *CURRENT SURVEY CONTROL
 AU2163  ___________________________________________________________________
 AU2163* NAD 83(1992)-  29 46 05.46861(N)    090 06 01.68847(W)     ADJUSTED  
 AU2163* NAVD 88     -         1.84 **(meters)       6.0  **(feet)  LEVELING(2004.65)
 AU2163  **This station is located in a subsidence area (see below).
 AU2163  **This station is included in the VTDP model (see below).
 AU2163  ___________________________________________________________________
 AU2163  EPOCH DATE  -        2004.65
 AU2163  X           -      -9,716.292 (meters)                     COMP
 AU2163  Y           -  -5,541,030.883 (meters)                     COMP
 AU2163  Z           -   3,148,082.035 (meters)                     COMP
 AU2163  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU2163  ELLIP HEIGHT-         -23.67  (meters)          (06/22/05) GPS OBS
 AU2163  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AU2163  DYNAMIC HT  -           1.84  (meters)       6.0   (feet)  COMP
 AU2163  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 AU2163  OBS GRAVITY -     979,308.2   (mgal)                       GRAV_OBS
 AU2163
 AU2163  HORZ ORDER  -  B
 AU2163  VERT ORDER  -  THIRD
 AU2163  ELLP ORDER  -  FOURTH    CLASS I
 AU2163
 AU2163.The horizontal coordinates were established by GPS observations
 AU2163.and adjusted by the National Geodetic Survey in June 2005..
 AU2163.The horizontal coordinates are valid at the epoch date displayed above.
 AU2163.The epoch date for horizontal control is a decimal equivalence
 AU2163.of Year/Month/Day.
 AU2163
 AU2163 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2163 ** and geoid heights are valid at the date of observation. These heights
 AU2163 ** must always be validated when used as control.
 AU2163 ** The orthometric height was determined with a Vertical Time-dependent
 AU2163 ** Positioning (VTDP) model and has been validated through GPS observations
 AU2163 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU2163 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2163 ** epoch indicated which incorporates improved geoid heights for the
 AU2163 ** Southern Louisiana Subsidence area
 AU2163 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2163.The orthometric height was determined by differential leveling.
 AU2163.The vertical network tie was performed by a horz. field party for horz.
 AU2163.obs reductions. Reset procedures were used to establish the elevation.
 AU2163
 AU2163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2163
 AU2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2163
 AU2163.The ellipsoidal height was determined by GPS observations
 AU2163.and is referenced to NAD 83.
 AU2163
 AU2163.The geoid height was determined by GEOID03.
 AU2163
 AU2163.The dynamic height is computed by dividing the NAVD 88
 AU2163.geopotential number by the normal gravity value computed on the
 AU2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2163.degrees latitude (g = 980.6199 gals.).
 AU2163
 AU2163.The modeled gravity was interpolated from observed gravity values.
 AU2163.The observed gravity was obtained from relative gravimeter ties
 AU2163.to the IGSN71 gravity network.
 AU2163
 AU2163;                    North         East     Units Scale Factor Converg.
 AU2163;SPC LA S     -   141,212.876 1,119,219.811   MT  0.99993394   +0 36 59.2
 AU2163;SPC LA S     -   463,295.91  3,671,973.66   sFT  0.99993394   +0 36 59.2
 AU2163;UTM  15      - 3,296,622.948   780,361.831   MT  1.00056994   +1 26 25.9
 AU2163
 AU2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2163!SPC LA S     -   1.00000372  x   0.99993394  =   0.99993766
 AU2163!UTM  15      -   1.00000372  x   1.00056994  =   1.00057366
 AU2163
 AU2163                          SUPERSEDED SURVEY CONTROL
 AU2163
 AU2163  NAVD 88 (12/05/96)    1.975  (m)            6.48   (f) ADJUSTED    1 2
 AU2163  NAVD 88 (02/14/94)    1.928  (m)            6.33   (f) UNKNOWN     1 2
 AU2163  NGVD 29 (??/??/??)    2.020  (m)            6.63   (f) ADJUSTED    1 2
 AU2163
 AU2163.Superseded values are not recommended for survey control.
 AU2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2163.See file dsdata.txt to determine how the superseded data were derived.
 AU2163
 AU2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8036296623(NAD 83)
 AU2163_MARKER: I = METAL ROD
 AU2163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2163_SP_SET: STAINLESS STEEL ROD
 AU2163_STAMPING: B 369 1984
 AU2163_MARK LOGO: NGS   
 AU2163_PROJECTION: FLUSH
 AU2163_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2163+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AU2163_ROD/PIPE-DEPTH: 36.6 meters
 AU2163
 AU2163  HISTORY     - Date     Condition        Report By
 AU2163  HISTORY     - 1984     MONUMENTED       NGS
 AU2163  HISTORY     - 1984     GOOD             LA-051
 AU2163  HISTORY     - 19940826 GOOD             NGS
 AU2163  HISTORY     - 20040415 GOOD             NGS
 AU2163
 AU2163                          STATION DESCRIPTION
 AU2163
 AU2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2163'0.7 KM (0.45 MI) NORTH FROM LAFITTE.
 AU2163'0.7 KM (0.45 MI) NORTH ALONG STATE HIGHWAY 3134 FROM THE CENTER OF THE
 AU2163'BRIDGE OVER THE INTERCOASTAL WATERWAY WHICH IS ABOUT 12.9 KM (8.0 MI)
 AU2163'SOUTH OF MARRERO AND 8.0 KM 5.0 MI) NORTH OF LAFITTE AT THE NORTH END
 AU2163'OF THE BRIDGE, 7.31 METERS (24.0 FT) EAST OF THE CENTERLINE OF THE
 AU2163'BRIDGE, 1.21 METERS (4.0 FT) SOUTH-SOUTHEAST OF THE NORTH END OF THE
 AU2163'CONCRETE BRIDGE RAIL, 0.60 METERS (2.0 FT) EAST OF THE EAST FACE OF
 AU2163'THE CONCRETE BRIDGE RAIL AND 0.97 METERS (3.2 FT) SOUTH OF THE SOUTH
 AU2163'FACE OF THE WINGWALL.  NOTE, DRIVING RATE 32 SECONDS PER FOOT.  ROD
 AU2163'ANCHORED.
 AU2163'THE MARK IS 0.54 METERS  E FROM A WITNESS POST.
 AU2163'THE MARK IS 0.30 M BELOW HIGHWAY 3134.
 AU2163
 AU2163                          STATION RECOVERY (1984)
 AU2163
 AU2163'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2163'RECOVERED IN GOOD CONDITION.
 AU2163
 AU2163                          STATION RECOVERY (1994)
 AU2163
 AU2163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2163'9.6 KM (5.95 MI) SOUTHERLY ALONG STATE HIGHWAY 3134 FROM THE JUNCTION
 AU2163'OF STATE HIGHWAY 45 (BARATARIA BOULEVARD) IN MARRERO, 7.3 M (24.0 FT)
 AU2163'EAST OF THE CENTERLINE OF THE HIGHWAY, 1.2 M (3.9 FT) SOUTH-SOUTHEAST
 AU2163'OF THE NORTH END OF A BRIDGE SPANNING THE INTRACOASTAL WATERWAY, 1.0 M
 AU2163'(3.3 FT) SOUTH OF THE SOUTH FACE OF A WINGWALL, 0.6 M (2.0 FT) EAST OF
 AU2163'THE EAST FACE OF THE BRIDGE RAILING, AND 0.3 M (1.0 FT) BELOW THE
 AU2163'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AU2163'5-INCH LOGO CAP.
 AU2163
 AU2163                          STATION RECOVERY (2004)
 AU2163
 AU2163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU2163'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1338 ***********************************************************************
 CQ1338  DESIGNATION -  B 37
 CQ1338  PID         -  CQ1338
 CQ1338  STATE/COUNTY-  LA/WEBSTER
 CQ1338  USGS QUAD   -  CULLEN (1981)
 CQ1338
 CQ1338                         *CURRENT SURVEY CONTROL
 CQ1338  ___________________________________________________________________
 CQ1338* NAD 83(1986)-  32 58 31.     (N)    093 27 26.     (W)     SCALED    
 CQ1338* NAVD 88     -        75.140  (meters)     246.52   (feet)  ADJUSTED  
 CQ1338  ___________________________________________________________________
 CQ1338  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ1338  DYNAMIC HT  -          75.058 (meters)     246.25  (feet)  COMP
 CQ1338  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 CQ1338
 CQ1338  VERT ORDER  -  SECOND    CLASS 0
 CQ1338
 CQ1338.The horizontal coordinates were scaled from a topographic map and have
 CQ1338.an estimated accuracy of +/- 6 seconds.
 CQ1338
 CQ1338.The orthometric height was determined by differential leveling
 CQ1338.and adjusted by the National Geodetic Survey in June 1991..
 CQ1338
 CQ1338.The geoid height was determined by GEOID03.
 CQ1338
 CQ1338.The dynamic height is computed by dividing the NAVD 88
 CQ1338.geopotential number by the normal gravity value computed on the
 CQ1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1338.degrees latitude (g = 980.6199 gals.).
 CQ1338
 CQ1338.The modeled gravity was interpolated from observed gravity values.
 CQ1338
 CQ1338;                    North         East    Units  Estimated Accuracy
 CQ1338;SPC LA N     -   274,860.      910,510.      MT  (+/- 180 meters Scaled)
 CQ1338
 CQ1338                          SUPERSEDED SURVEY CONTROL
 CQ1338
 CQ1338  NGVD 29 (??/??/??)   75.198  (m)          246.71   (f) ADJUSTED    2 0
 CQ1338
 CQ1338.Superseded values are not recommended for survey control.
 CQ1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1338.See file dsdata.txt to determine how the superseded data were derived.
 CQ1338
 CQ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS572486(NAD 83)
 CQ1338_MARKER: DB = BENCH MARK DISK
 CQ1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1338_STAMPING: B 37 1934
 CQ1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1338+STABILITY: SURFACE MOTION
 CQ1338
 CQ1338  HISTORY     - Date     Condition        Report By
 CQ1338  HISTORY     - 1934     MONUMENTED       CGS
 CQ1338  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1338  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1338
 CQ1338                          STATION DESCRIPTION
 CQ1338
 CQ1338'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CQ1338'2.1 MI S FROM SPRINGHILL.
 CQ1338'2.1 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1338'STATION AT SPRING HILL, 21 FEET SOUTH OF POLE 49+26, 440 FEET NORTH OF
 CQ1338'THE NORTH FENCE OF THE SOUTHERN KRAFT PAPER CORPORATION MILL, 1-1/2
 CQ1338'POLES NORTH OF A ROAD CROSSING, 40 FEET WEST OF THE TRACK, AND 21 FEET
 CQ1338'EAST OF A HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.
 CQ1338
 CQ1338                          STATION RECOVERY (2002)
 CQ1338
 CQ1338'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1810 ***********************************************************************
 BH1810  DESIGNATION -  B 374
 BH1810  PID         -  BH1810
 BH1810  STATE/COUNTY-  LA/ORLEANS
 BH1810  USGS QUAD   -  LITTLE WOODS (1994)
 BH1810
 BH1810                         *CURRENT SURVEY CONTROL
 BH1810  ___________________________________________________________________
 BH1810* NAD 83(1992)-  30 04 19.92714(N)    089 56 24.24370(W)     ADJUSTED  
 BH1810* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 BH1810  **This station is located in a subsidence area (see below).
 BH1810  ___________________________________________________________________
 BH1810  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BH1810  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BH1810  DYNAMIC HT  -           0.2   (meters)       1.    (feet)  COMP
 BH1810  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 BH1810  OBS GRAVITY -     979,321.6   (mgal)                       GRAV_OBS
 BH1810
 BH1810  HORZ ORDER  -  FIRST
 BH1810  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1810
 BH1810.The horizontal coordinates were established by classical geodetic methods
 BH1810.and adjusted by the National Geodetic Survey in May 1994..
 BH1810
 BH1810 ** The orthometric height has not been validated since last determined
 BH1810 ** by differential leveling and should not be used for control purposes.
 BH1810 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1810 ** area with valid NAVD 88 orthometric heights.
 BH1810 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1810 ** epoch indicated which incorporates improved geoid heights for the
 BH1810 ** Southern Louisiana Subsidence area.
 BH1810 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1810.The orthometric height was scaled from a topographic map.
 BH1810.The vertical order pertains to the first NAVD 88 superseded value.
 BH1810
 BH1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1810
 BH1810.The geoid height was determined by GEOID03.
 BH1810
 BH1810.The dynamic height is computed by dividing the NAVD 88
 BH1810.geopotential number by the normal gravity value computed on the
 BH1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1810.degrees latitude (g = 980.6199 gals.).
 BH1810
 BH1810.The modeled gravity was interpolated from observed gravity values.
 BH1810.The observed gravity was obtained from relative gravimeter ties
 BH1810.to the IGSN71 gravity network.
 BH1810
 BH1810;                    North         East     Units Scale Factor Converg.
 BH1810;SPC LA S     -   175,086.231 1,134,320.417   MT  0.99992652   +0 41 47.9
 BH1810;SPC LA S     -   574,428.74  3,721,516.23   sFT  0.99992652   +0 41 47.9
 BH1810;UTM  16      - 3,330,431.752   216,580.404   MT  1.00059116   -1 28 27.2
 BH1810;UTM  15      - 3,330,735.339   794,979.824   MT  1.00067367   +1 32 03.9
 BH1810
 BH1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1810!SPC LA S     -   1.00000411  x   0.99992652  =   0.99993063
 BH1810!UTM  16      -   1.00000411  x   1.00059116  =   1.00059527
 BH1810!UTM  15      -   1.00000411  x   1.00067367  =   1.00067778
 BH1810
 BH1810                          SUPERSEDED SURVEY CONTROL
 BH1810
 BH1810  NAD 83(1992)-  30 04 19.92716(N)    089 56 24.24370(W) AD(       ) 1
 BH1810  NAD 83(1986)-  30 04 19.94314(N)    089 56 24.24104(W) AD(       ) 1
 BH1810  NAVD 88 (02/14/94)    0.158  (m)            0.52   (f) UNKNOWN     1 2
 BH1810  NGVD 29 (05/21/91)    0.218  (m)            0.72   (f) ADJUSTED    1 2
 BH1810
 BH1810.Superseded values are not recommended for survey control.
 BH1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1810.See file dsdata.txt to determine how the superseded data were derived.
 BH1810
 BH1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1658030432(NAD 83)
 BH1810_MARKER: I = METAL ROD
 BH1810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH1810_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BH1810_STAMPING: B 374 1985
 BH1810_MARK LOGO: NGS   
 BH1810_PROJECTION: RECESSED 5 CENTIMETERS
 BH1810_MAGNETIC: I = MARKER IS A STEEL ROD
 BH1810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1810+STABILITY: POSITION/ELEVATION WELL
 BH1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1810+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 BH1810_ROD/PIPE-DEPTH: 21.9 meters
 BH1810_SLEEVE-DEPTH  : 17.4 meters
 BH1810
 BH1810  HISTORY     - Date     Condition        Report By
 BH1810  HISTORY     - 1985     MONUMENTED       NGS
 BH1810  HISTORY     - 1984     GOOD             LA-051
 BH1810  HISTORY     - 19880920 GOOD             LADTD
 BH1810  HISTORY     - 19901025 GOOD             NGS
 BH1810  HISTORY     - 19941114 GOOD             NGS
 BH1810  HISTORY     - 20060410 GOOD             NGS
 BH1810
 BH1810                          STATION DESCRIPTION
 BH1810
 BH1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BH1810'IN NEW ORLEANS.
 BH1810'THE MARK IS ABOVE LEVEL WITH ROAD.
 BH1810'IN NEW ORLEANS, 5.1 KM (3.15 MI) NORTH ALONG PARIS ROAD FROM THE
 BH1810'JUNCTION OF U.S. HIGHWAY 90 (CHEF MENTEUR HIGHWAY) TO THE MARK ON THE
 BH1810'RIGHT, DIRECTLY ACROSS FROM THE JUNCTION OF CURRAN BOULEVARD, AT A
 BH1810'HIGH TENSION POWER LINE CROSSING, 49.68 METERS (163.0 FT) EAST OF THE
 BH1810'CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 2.74 METERS
 BH1810'(9.0 FT) WEST OF THE FIRST METAL POWER POLE EAST OF THE ROAD.
 BH1810'NOTE--ACCESS TO THE MARK IS THROUGH A 5 INCH LOGO CAP.
 BH1810'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 BH1810
 BH1810                          STATION RECOVERY (1984)
 BH1810
 BH1810'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BH1810'RECOVERED IN GOOD CONDITION.
 BH1810
 BH1810                          STATION RECOVERY (1988)
 BH1810
 BH1810'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1810'THE STATION IS LOCATED IN EAST NEW ORLEANS, 0.5 KM (0.30 MI) SOUTHEAST
 BH1810'OF LITTLE WOODS.  OWNERSHIP--ORLEANS PARISH.
 BH1810'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BH1810'STATE HIGHWAY 47, EXIT 246, JUST SOUTHEAST OF LITTLE WOODS, GO NORTH
 BH1810'FOR 1.3 KM (0.80 MI) ON HIGHWAY 47 TO THE MARK ON THE RIGHT DIRECTLY
 BH1810'ACROSS FROM THE JUNCTION OF CURRAN BLVD AT A HIGH TENSION POWER LINE
 BH1810'CROSSING, 49.68 M (163.0 FT) EAST OF THE CENTER OF THE NORTH BOUND
 BH1810'LANE OF THE HIGHWAY AND  2.74 M (9.0 FT) WEST OF THE FIRST METAL POLE
 BH1810'EAST OF THE ROAD.
 BH1810
 BH1810                          STATION RECOVERY (1990)
 BH1810
 BH1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1810'IN NEW ORLEANS, AT THE INTERSECTION OF PARIS ROAD AND CURRAN
 BH1810'BOULEVARD, 49.7 M (163.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 BH1810'LANES OF THE ROAD, 14.9 M (48.9 FT) NORTH OF THE EXTENDED CENTER OF
 BH1810'THE BOULEVARD, 2.7 M (8.9 FT) WEST OF THE FIRST UTILITY POLE EAST OF
 BH1810'THE ROAD, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BH1810'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH1810
 BH1810                          STATION RECOVERY (1994)
 BH1810
 BH1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1810'IN NEW ORLEANS, AT THE INTERSECTION OF STATE HIGHWAY 47 AND CURRAN
 BH1810'BOULEVARD, 49.7 M (163.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 BH1810'LANES OF THE HIGHWAY, 14.9 M (48.9 FT) NORTH OF THE EXTENDED CENTER OF
 BH1810'THE BOULEVARD, 2.7 M (8.9 FT) WEST OF A UTILITY POLE, AND 0.6 M (2.0
 BH1810'FT) ABOVE THE LEVEL OF THE THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 BH1810'POINT IS THROUGH A 5-INCH LOGO CAP.  THE STAMPING IS BARELY LEGIBLE.
 BH1810
 BH1810                          STATION RECOVERY (2006)
 BH1810
 BH1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1810'RECOVERED IN GOOD CONDITION. ADD--8 FEET EAST OF A STEEL POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0586 ***********************************************************************
 BX0586  DESIGNATION -  B 3750 RESET
 BX0586  PID         -  BX0586
 BX0586  STATE/COUNTY-  LA/RAPIDES
 BX0586  USGS QUAD   -  LIBUSE (1993)
 BX0586
 BX0586                         *CURRENT SURVEY CONTROL
 BX0586  ___________________________________________________________________
 BX0586* NAD 83(1986)-  31 22 08.     (N)    092 17 18.     (W)     SCALED    
 BX0586* NAVD 88     -        37.44   (+/-2cm)     122.8    (feet)  VERTCON   
 BX0586  ___________________________________________________________________
 BX0586  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX0586
 BX0586  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX0586
 BX0586.The horizontal coordinates were scaled from a topographic map and have
 BX0586.an estimated accuracy of +/- 6 seconds.
 BX0586
 BX0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0586.The vertical order pertains to the NGVD 29 superseded value.
 BX0586
 BX0586.The geoid height was determined by GEOID03.
 BX0586
 BX0586;                    North         East    Units  Estimated Accuracy
 BX0586;SPC LA N     -    96,360.    1,020,140.      MT  (+/- 180 meters Scaled)
 BX0586
 BX0586                          SUPERSEDED SURVEY CONTROL
 BX0586
 BX0586  NGVD 29 (12/01/98)   37.415  (m)          122.75   (f) ADJUSTED    2 1
 BX0586
 BX0586.Superseded values are not recommended for survey control.
 BX0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0586.See file dsdata.txt to determine how the superseded data were derived.
 BX0586
 BX0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ676707(NAD 83)
 BX0586_MARKER: DD = SURVEY DISK
 BX0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0586_STAMPING: B 3750 RESET 1971
 BX0586_MARK LOGO: LAGS  
 BX0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0586+STABILITY: SURFACE MOTION
 BX0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0586+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 BX0586
 BX0586  HISTORY     - Date     Condition        Report By
 BX0586  HISTORY     - 1971     MONUMENTED       NGS
 BX0586  HISTORY     - 19930817 GOOD             LADTD
 BX0586
 BX0586                          STATION DESCRIPTION
 BX0586
 BX0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0586'3.05 MI NE FROM LIBUSE.
 BX0586'LOCATED ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE
 BX0586'POST OFFICE IN LIBUSE, IN SEC. 42 T5N, R2E, IN THE SOUTHEAST CORNER OF
 BX0586'THE YARD OF AN OUTBOARD MOTOR SHOP, 70 FEET NORTH OF THE CENTER OF THE
 BX0586'HIGHWAY 275 FEET EAST OF A PRIVATE DRIVEWAY LEADING NORTH TO A LARGE
 BX0586'STONE AND BRICK HOUSE, 3 FEET WEST OF A T FENCE CORNER, 78 FEET SOUTH
 BX0586'OF A TWIN PINE TEEE, 73 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BX0586'LARGE TIN BUILDING, 21.5 FEET EAST OF THE PROJECTED PLANE OF THE EAST
 BX0586'WALL OF THE SAME BUILDING, AND 1 FOOT EAST OF A METAL WITNESS POST. IT
 BX0586'IS A LOUISIANA STATE GEODETIC SURVEY DISK STAMPED B 3750 RESET 1971,
 BX0586'FLUSH WITH THE GROUND.
 BX0586
 BX0586                          STATION RECOVERY (1993)
 BX0586
 BX0586'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0586'THE STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTHWEST OF HOLLOWAY AND
 BX0586'3.2 MI (5.1 KM) NORTHEAST OF LIBUSE IN SECTION 42, T 5 N, R 2 E.
 BX0586'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BX0586'REACH THE STATION FROM THE POST OFFICE IN LIBUSE, GO EAST FOR 3.2 MI
 BX0586'(5.1 KM) ON STATE HIGHWAY 28 TO THE STATION SET ON THE LEFT.  THE
 BX0586'STATION IS 68.0 FT (20.7 M) NORTH-NORTHWEST FROM THE CENTER OF THE
 BX0586'HIGHWAY, 29.5 FT (9.0 M) NORTH-NORTHEAST FROM THE EAST END OF A 20
 BX0586'INCH CULVERT, 6.5 FT (2.0 M) EAST-SOUTHEAST FROM A POWER POLE WITH TWO
 BX0586'TRANSFORMERS ATTACHED, 1.0 FT (0.3 M) SOUTH-SOUTHEAST FROM A NET WIRE
 BX0586'FENCE, 1.0 FT (0.3 M) NORTH FROM A METAL WITNESS POST WITH SIGN
 BX0586'ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 BX0586'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0630 ***********************************************************************
 BX0630  DESIGNATION -  B 3751 LAGS
 BX0630  PID         -  BX0630
 BX0630  STATE/COUNTY-  LA/RAPIDES
 BX0630  USGS QUAD   -  LIBUSE (1993)
 BX0630
 BX0630                         *CURRENT SURVEY CONTROL
 BX0630  ___________________________________________________________________
 BX0630* NAD 83(1986)-  31 22 15.     (N)    092 16 45.     (W)     SCALED    
 BX0630* NAVD 88     -        30.81   (+/-2cm)     101.1    (feet)  VERTCON   
 BX0630  ___________________________________________________________________
 BX0630  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX0630
 BX0630  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0630
 BX0630.The horizontal coordinates were scaled from a topographic map and have
 BX0630.an estimated accuracy of +/- 6 seconds.
 BX0630
 BX0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0630.The vertical order pertains to the NGVD 29 superseded value.
 BX0630
 BX0630.The geoid height was determined by GEOID03.
 BX0630
 BX0630;                    North         East    Units  Estimated Accuracy
 BX0630;SPC LA N     -    96,580.    1,021,010.      MT  (+/- 180 meters Scaled)
 BX0630
 BX0630                          SUPERSEDED SURVEY CONTROL
 BX0630
 BX0630  NGVD 29 (??/??/??)   30.793  (m)          101.03   (f) ADJUSTED    1 2
 BX0630
 BX0630.Superseded values are not recommended for survey control.
 BX0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0630.See file dsdata.txt to determine how the superseded data were derived.
 BX0630
 BX0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ685709(NAD 83)
 BX0630_MARKER: DD = SURVEY DISK
 BX0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0630_STAMPING: B 3751
 BX0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0630+STABILITY: SURFACE MOTION
 BX0630
 BX0630  HISTORY     - Date     Condition        Report By
 BX0630  HISTORY     - UNK      MONUMENTED       LAGS
 BX0630  HISTORY     - 1961     GOOD             CGS
 BX0630  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0630
 BX0630                          STATION DESCRIPTION
 BX0630
 BX0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0630'3.5 MI NE FROM LIBUSE.
 BX0630'THE MARK IS LOCATED 3.5 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM
 BX0630'THE POST OFFICE AT LIBUSE, AT A DRIVEWAY TO A GREEN PAINTED HOUSE ON
 BX0630'THE SOUTH SIDE OF THE ROAD, 23.5 FEET SOUTH OF THE CENTERLINE OF STATE
 BX0630'HIGHWAY 28, 51 FEET EAST OF THE CENTER OF THE DRIVEWAY LEADING TO THE
 BX0630'HOUSE, 4.5 FEET NORTHEAST OF A FENCE CORNER, 3.5 FEET NORTH OF A FENCE
 BX0630'LINE, 45 FEET WEST OF A TELEPHONE POLE, 26 FEET EAST OF THE PROJECTED
 BX0630'PLANE OF THE WEST WALL OF A GREY BRICK HOUSE ON THE NORTH SIDE OF THE
 BX0630'ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST ON THE SOUTH SIDE OF THE
 BX0630'HIGHWAY.  IT IS A STANDARD STATE SURVEY DISK, STAMPED B 3751 SET IN
 BX0630'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH
 BX0630'THE ROAD.  NOTE-- SIDE OF MARK CHIPPED OFF.
 BX0630
 BX0630                          STATION RECOVERY (1999)
 BX0630
 BX0630'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0570 ***********************************************************************
 BX0570  DESIGNATION -  B 3759 RM 1
 BX0570  PID         -  BX0570
 BX0570  STATE/COUNTY-  LA/RAPIDES
 BX0570  USGS QUAD   -  HOLLOWAY (1994)
 BX0570
 BX0570                         *CURRENT SURVEY CONTROL
 BX0570  ___________________________________________________________________
 BX0570* NAD 83(1992)-  31 23 26.29691(N)    092 13 48.15291(W)     ADJUSTED  
 BX0570* NAVD 88     -        24.47   (+/-2cm)      80.3    (feet)  VERTCON   
 BX0570  ___________________________________________________________________
 BX0570  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BX0570  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX0570
 BX0570  HORZ ORDER  -  SECOND
 BX0570  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0570
 BX0570.The horizontal coordinates were established by classical geodetic methods
 BX0570.and adjusted by the National Geodetic Survey in January 1993..
 BX0570
 BX0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0570.The vertical order pertains to the NGVD 29 superseded value.
 BX0570
 BX0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0570
 BX0570.The geoid height was determined by GEOID03.
 BX0570
 BX0570;                    North         East     Units Scale Factor Converg.
 BX0570;SPC LA N     -    98,782.376 1,025,675.260   MT  0.99995676   +0 08 33.8
 BX0570;SPC LA N     -   324,088.51  3,365,069.58   sFT  0.99995676   +0 08 33.8
 BX0570;UTM  15      - 3,473,151.964   573,204.483   MT  0.99966610   +0 24 03.8
 BX0570
 BX0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0570!SPC LA N     -   1.00000030  x   0.99995676  =   0.99995706
 BX0570!UTM  15      -   1.00000030  x   0.99966610  =   0.99966640
 BX0570
 BX0570                          SUPERSEDED SURVEY CONTROL
 BX0570
 BX0570  NAD 83(1986)-  31 23 26.31610(N)    092 13 48.14817(W) AD(       ) 2
 BX0570  NAD 27      -  31 23 25.66712(N)    092 13 47.67810(W) AD(       ) 2
 BX0570  NGVD 29 (??/??/??)   24.454  (m)           80.23   (f) ADJUSTED    1 2
 BX0570
 BX0570.Superseded values are not recommended for survey control.
 BX0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0570.See file dsdata.txt to determine how the superseded data were derived.
 BX0570
 BX0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7320473152(NAD 83)
 BX0570_MARKER: DR = REFERENCE MARK DISK
 BX0570_SETTING: 0 = UNSPECIFIED SETTING
 BX0570_STAMPING: B 3759 NO 1 1941
 BX0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0570
 BX0570  HISTORY     - Date     Condition        Report By
 BX0570  HISTORY     - 1941     MONUMENTED       CGS
 BX0570  HISTORY     - 1971     GOOD             NGS
 BX0570  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0570
 BX0570                          STATION DESCRIPTION
 BX0570
 BX0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0570'6.65 MI NE FROM LIBUSE.
 BX0570'LOCATED 6.65 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0570'OFFICE IN LIBUSE, 124 FEET NORTH OF THE INTERSECTION OF THE CENTER
 BX0570'LINES OF STATE HIGHWAYS 28 AND 1207, 94 FEET NORTHEAST OF A 20-INCH
 BX0570'OAK TREE, 38.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 1207 AND 1.5
 BX0570'FEET WEST OF A METAL WITNESS POST.  IT PROJECTS 8 INCHES.
 BX0570
 BX0570                          STATION RECOVERY (1999)
 BX0570
 BX0570'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3701 ***********************************************************************
 BJ3701  DESIGNATION -  B 378
 BJ3701  PID         -  BJ3701
 BJ3701  STATE/COUNTY-  LA/ST LANDRY
 BJ3701  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ3701
 BJ3701                         *CURRENT SURVEY CONTROL
 BJ3701  ___________________________________________________________________
 BJ3701* NAD 83(1986)-  30 32 29.     (N)    091 46 55.     (W)     SCALED    
 BJ3701* NAVD 88     -        13.719  (meters)      45.01   (feet)  ADJUSTED  
 BJ3701  ___________________________________________________________________
 BJ3701  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3701  DYNAMIC HT  -          13.701 (meters)      44.95  (feet)  COMP
 BJ3701  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BJ3701
 BJ3701  VERT ORDER  -  FIRST     CLASS II
 BJ3701
 BJ3701.The horizontal coordinates were scaled from a topographic map and have
 BJ3701.an estimated accuracy of +/- 6 seconds.
 BJ3701
 BJ3701.The orthometric height was determined by differential leveling
 BJ3701.and adjusted by the National Geodetic Survey in February 1994..
 BJ3701
 BJ3701.The geoid height was determined by GEOID03.
 BJ3701
 BJ3701.The dynamic height is computed by dividing the NAVD 88
 BJ3701.geopotential number by the normal gravity value computed on the
 BJ3701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3701.degrees latitude (g = 980.6199 gals.).
 BJ3701
 BJ3701.The modeled gravity was interpolated from observed gravity values.
 BJ3701
 BJ3701;                    North         East    Units  Estimated Accuracy
 BJ3701;SPC LA S     -   226,360.      956,950.      MT  (+/- 180 meters Scaled)
 BJ3701
 BJ3701                          SUPERSEDED SURVEY CONTROL
 BJ3701
 BJ3701.No superseded survey control is available for this station.
 BJ3701
 BJ3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP168794(NAD 83)
 BJ3701_MARKER: DB = BENCH MARK DISK
 BJ3701_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3701_SP_SET: BRIDGE ABUTMENT
 BJ3701_STAMPING: B 378 1986
 BJ3701_MARK LOGO: NGS   
 BJ3701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3701+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BJ3701
 BJ3701  HISTORY     - Date     Condition        Report By
 BJ3701  HISTORY     - 1986     MONUMENTED       NGS
 BJ3701  HISTORY     - 20051123 GOOD             INDIV
 BJ3701
 BJ3701                          STATION DESCRIPTION
 BJ3701
 BJ3701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3701'2.8 KM (1.75 MI) WEST FROM KROTZ SPRINGS.
 BJ3701'2.8 KM (1.75 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE WEST END OF
 BJ3701'THE BRIDGE OVER THE ATCHAFALAYA RIVER IN KROTZ SPRINGS TO THE MARK ON
 BJ3701'THE RIGHT IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE WEST
 BJ3701'BOUND LANE OF BRIDGE OVER HALF MOON BAYOU.  IT IS 5.49 METERS (18.0
 BJ3701'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.15 METERS (0.5 FT)
 BJ3701'EAST OF THE WEST EDGE OF THE ABUTMENT.
 BJ3701'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3701
 BJ3701                          STATION RECOVERY (2005)
 BJ3701
 BJ3701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JHM)
 BJ3701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2410 ***********************************************************************
 BK2410  DESIGNATION -  B 379
 BK2410  PID         -  BK2410
 BK2410  STATE/COUNTY-  LA/ST LANDRY
 BK2410  USGS QUAD   -  SUNSET (1983)
 BK2410
 BK2410                         *CURRENT SURVEY CONTROL
 BK2410  ___________________________________________________________________
 BK2410* NAD 83(1986)-  30 28 41.     (N)    092 04 36.     (W)     SCALED    
 BK2410* NAVD 88     -        18.073  (meters)      59.29   (feet)  ADJUSTED  
 BK2410  ___________________________________________________________________
 BK2410  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2410  DYNAMIC HT  -          18.049 (meters)      59.22  (feet)  COMP
 BK2410  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 BK2410
 BK2410  VERT ORDER  -  FIRST     CLASS II
 BK2410
 BK2410.The horizontal coordinates were scaled from a topographic map and have
 BK2410.an estimated accuracy of +/- 6 seconds.
 BK2410
 BK2410.The orthometric height was determined by differential leveling
 BK2410.and adjusted by the National Geodetic Survey in February 1994..
 BK2410
 BK2410.The geoid height was determined by GEOID03.
 BK2410
 BK2410.The dynamic height is computed by dividing the NAVD 88
 BK2410.geopotential number by the normal gravity value computed on the
 BK2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2410.degrees latitude (g = 980.6199 gals.).
 BK2410
 BK2410.The modeled gravity was interpolated from observed gravity values.
 BK2410
 BK2410;                    North         East    Units  Estimated Accuracy
 BK2410;SPC LA S     -   219,490.      928,630.      MT  (+/- 180 meters Scaled)
 BK2410
 BK2410                          SUPERSEDED SURVEY CONTROL
 BK2410
 BK2410.No superseded survey control is available for this station.
 BK2410
 BK2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP886721(NAD 83)
 BK2410_MARKER: DB = BENCH MARK DISK
 BK2410_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2410_SP_SET: BRIDGE PIER
 BK2410_STAMPING: B 379 1986
 BK2410_MARK LOGO: NGS   
 BK2410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2410
 BK2410  HISTORY     - Date     Condition        Report By
 BK2410  HISTORY     - 1986     MONUMENTED       NGS
 BK2410
 BK2410                          STATION DESCRIPTION
 BK2410
 BK2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2410'7.5 KM (4.65 MI) SOUTH FROM OPELOUSAS.
 BK2410'1.5 KM (0.95 MI) EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE IN
 BK2410'OPELOUSAS, THENCE 6.0 KM (3.7 MILES) SOUTH SLONG U.S. HIGHWAY 167 TO
 BK2410'THE OVERPASS OVER STATE HIGHWAY 3233 AND THE MARK IN THE SOUTH FACE OF
 BK2410'THE EAST PIER OF THE SOUTH BOUND LANES OF THE HIGHWAY.  IT IS 11.37
 BK2410'METERS (37.3 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 BK2410'STATE HIGHWAY 3233.
 BK2410'THE MARK IS 1.10 M ABOVE STATE HIGHWAY 3233.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1305 ***********************************************************************
 CQ1305  DESIGNATION -  B 38
 CQ1305  PID         -  CQ1305
 CQ1305  STATE/COUNTY-  LA/CLAIBORNE
 CQ1305  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ1305
 CQ1305                         *CURRENT SURVEY CONTROL
 CQ1305  ___________________________________________________________________
 CQ1305* NAD 83(1986)-  32 57 41.     (N)    093 09 36.     (W)     SCALED    
 CQ1305* NAVD 88     -        98.504  (meters)     323.18   (feet)  ADJUSTED  
 CQ1305  ___________________________________________________________________
 CQ1305  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1305  DYNAMIC HT  -          98.396 (meters)     322.82  (feet)  COMP
 CQ1305  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CQ1305
 CQ1305  VERT ORDER  -  SECOND    CLASS 0
 CQ1305
 CQ1305.The horizontal coordinates were scaled from a topographic map and have
 CQ1305.an estimated accuracy of +/- 6 seconds.
 CQ1305
 CQ1305.The orthometric height was determined by differential leveling
 CQ1305.and adjusted by the National Geodetic Survey in June 1991..
 CQ1305
 CQ1305.The geoid height was determined by GEOID03.
 CQ1305
 CQ1305.The dynamic height is computed by dividing the NAVD 88
 CQ1305.geopotential number by the normal gravity value computed on the
 CQ1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1305.degrees latitude (g = 980.6199 gals.).
 CQ1305
 CQ1305.The modeled gravity was interpolated from observed gravity values.
 CQ1305
 CQ1305;                    North         East    Units  Estimated Accuracy
 CQ1305;SPC LA N     -   273,110.      938,290.      MT  (+/- 180 meters Scaled)
 CQ1305
 CQ1305                          SUPERSEDED SURVEY CONTROL
 CQ1305
 CQ1305  NGVD 29 (??/??/??)   98.574  (m)          323.40   (f) ADJUSTED    2 0
 CQ1305
 CQ1305.Superseded values are not recommended for survey control.
 CQ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1305.See file dsdata.txt to determine how the superseded data were derived.
 CQ1305
 CQ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS850470(NAD 83)
 CQ1305_MARKER: DB = BENCH MARK DISK
 CQ1305_SETTING: 0 = UNSPECIFIED SETTING
 CQ1305_STAMPING: B 38 1934
 CQ1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1305
 CQ1305  HISTORY     - Date     Condition        Report By
 CQ1305  HISTORY     - 1934     MONUMENTED       CGS
 CQ1305  HISTORY     - 1951     MARK NOT FOUND   CGS
 CQ1305
 CQ1305                          STATION DESCRIPTION
 CQ1305
 CQ1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CQ1305'1.5 MI W FROM HAYNESVILLE.
 CQ1305'1.5 MILES WEST ALONG STATE HIGHWAY 70.  14 YARDS SOUTH OF ROAD.  3
 CQ1305'FEET SOUTH OF FENCE.  59 YARDS SOUTH OF AN OIL DERRICK.  192 YARDS
 CQ1305'WEST OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2464 ***********************************************************************
 BK2464  DESIGNATION -  B 381
 BK2464  PID         -  BK2464
 BK2464  STATE/COUNTY-  LA/CALCASIEU
 BK2464  USGS QUAD   -  DE QUINCY (1994)
 BK2464
 BK2464                         *CURRENT SURVEY CONTROL
 BK2464  ___________________________________________________________________
 BK2464* NAD 83(1986)-  30 27 05.     (N)    093 24 29.     (W)     SCALED    
 BK2464* NAVD 88     -        21.848  (meters)      71.68   (feet)  ADJUSTED  
 BK2464  ___________________________________________________________________
 BK2464  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2464  DYNAMIC HT  -          21.820 (meters)      71.59  (feet)  COMP
 BK2464  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BK2464
 BK2464  VERT ORDER  -  FIRST     CLASS II
 BK2464
 BK2464.The horizontal coordinates were scaled from a topographic map and have
 BK2464.an estimated accuracy of +/- 6 seconds.
 BK2464
 BK2464.The orthometric height was determined by differential leveling
 BK2464.and adjusted by the National Geodetic Survey in February 1994..
 BK2464
 BK2464.The geoid height was determined by GEOID03.
 BK2464
 BK2464.The dynamic height is computed by dividing the NAVD 88
 BK2464.geopotential number by the normal gravity value computed on the
 BK2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2464.degrees latitude (g = 980.6199 gals.).
 BK2464
 BK2464.The modeled gravity was interpolated from observed gravity values.
 BK2464
 BK2464;                    North         East    Units  Estimated Accuracy
 BK2464;SPC LA S     -   218,110.      800,750.      MT  (+/- 180 meters Scaled)
 BK2464
 BK2464                          SUPERSEDED SURVEY CONTROL
 BK2464
 BK2464.No superseded survey control is available for this station.
 BK2464
 BK2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP608688(NAD 83)
 BK2464_MARKER: I = METAL ROD
 BK2464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2464_SP_SET: STAINLESS STEEL ROD
 BK2464_STAMPING: B 381 1986
 BK2464_MARK LOGO: NGS   
 BK2464_PROJECTION: FLUSH
 BK2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2464_ROD/PIPE-DEPTH: 7.3  meters
 BK2464
 BK2464  HISTORY     - Date     Condition        Report By
 BK2464  HISTORY     - 1986     MONUMENTED       NGS
 BK2464  HISTORY     - 19961101 GOOD             USPSQD
 BK2464  HISTORY     - 20021102 GOOD             USPSQD
 BK2464
 BK2464                          STATION DESCRIPTION
 BK2464
 BK2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2464'1.9 KM (1.2 MI) EAST FROM DE QUINCY.
 BK2464'1.9 KM (1.2 MI) EAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF STATE
 BK2464'HIGHWAY 27 SOUTH IN DE QUINCY TO THE JUNCTION OF RIP HENAGAN ROAD AND
 BK2464'THE MARK ON THE LEFT IN THE NORTHEAST ANGLE OF THE JUNCTION, 18.90
 BK2464'METERS (62.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BK2464'4.88 METERS (16.0 FT) NORTHEAST OF THE CENTER OF PIP HENAGAN ROAD,
 BK2464'5.24 METERS (17.2 FT) SOUTH-SOUTHEAST OF A HIGHWAY SIGN (DEAD END),
 BK2464'3.72 METERS (12.2 FT) NORTHWEST OF A CHAIN LINK FENCER CORNER, 0.85
 BK2464'METER (2.8 FT) NORTH-NORTHWEST OF A SIGN (RIP HENAGAN ROAD).
 BK2464'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BK2464'THE MARK IS 0.09 M BELOW RIP HENAGAN ROAD.
 BK2464
 BK2464                          STATION RECOVERY (1996)
 BK2464
 BK2464'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2464'RECOVERED IN GOOD CONDITION.
 BK2464
 BK2464                          STATION RECOVERY (2002)
 BK2464
 BK2464'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3710 ***********************************************************************
 BJ3710  DESIGNATION -  B 383
 BJ3710  PID         -  BJ3710
 BJ3710  STATE/COUNTY-  LA/ST TAMMANY
 BJ3710  USGS QUAD   -  MANDEVILLE (1979)
 BJ3710
 BJ3710                         *CURRENT SURVEY CONTROL
 BJ3710  ___________________________________________________________________
 BJ3710* NAD 83(1986)-  30 20 42.     (N)    090 01 20.     (W)     SCALED    
 BJ3710* NAVD 88     -         5.260  (meters)      17.26   (feet)  ADJUSTED  
 BJ3710  ___________________________________________________________________
 BJ3710  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ3710  DYNAMIC HT  -           5.253 (meters)      17.23  (feet)  COMP
 BJ3710  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ3710
 BJ3710  VERT ORDER  -  FIRST     CLASS II
 BJ3710
 BJ3710.The horizontal coordinates were scaled from a topographic map and have
 BJ3710.an estimated accuracy of +/- 6 seconds.
 BJ3710
 BJ3710.The orthometric height was determined by differential leveling
 BJ3710.and adjusted by the National Geodetic Survey in February 1994..
 BJ3710
 BJ3710.The geoid height was determined by GEOID03.
 BJ3710
 BJ3710.The dynamic height is computed by dividing the NAVD 88
 BJ3710.geopotential number by the normal gravity value computed on the
 BJ3710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3710.degrees latitude (g = 980.6199 gals.).
 BJ3710
 BJ3710.The modeled gravity was interpolated from observed gravity values.
 BJ3710
 BJ3710;                    North         East    Units  Estimated Accuracy
 BJ3710;SPC LA S     -   205,230.    1,126,060.      MT  (+/- 180 meters Scaled)
 BJ3710
 BJ3710                          SUPERSEDED SURVEY CONTROL
 BJ3710
 BJ3710.No superseded survey control is available for this station.
 BJ3710
 BJ3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP862607(NAD 83)
 BJ3710_MARKER: I = METAL ROD
 BJ3710_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3710_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3710_STAMPING: B 383 1986
 BJ3710_MARK LOGO: NGS   
 BJ3710_PROJECTION: FLUSH
 BJ3710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3710+STABILITY: POSITION/ELEVATION WELL
 BJ3710_ROD/PIPE-DEPTH: 24.3 meters
 BJ3710_SLEEVE-DEPTH  : 6.1 meters
 BJ3710
 BJ3710  HISTORY     - Date     Condition        Report By
 BJ3710  HISTORY     - 1986     MONUMENTED       NGS
 BJ3710  HISTORY     - 20060414 GOOD             NGS
 BJ3710
 BJ3710                          STATION DESCRIPTION
 BJ3710
 BJ3710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3710'4.3 KM (2.7 MI) EAST FROM MANDEVILLE.
 BJ3710'4.3 KM (2.7 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION WITH
 BJ3710'STATE HIGHWAY 59 IN MANDEVILLE TO THE MARK ON THE RIGHT AT THE
 BJ3710'ENTRANCE TO THE FONTAINEBLEAU STATE PARK.  IT IS 46.9 METERS (154.0
 BJ3710'FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 190, 9.4 METERS (31.0
 BJ3710'FT) EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 1089, 5.2 METERS
 BJ3710'(17.2 FT) SOUTH OF THE NORTHWEST CORNER OF A BRICK WALL, 4.7 METERS
 BJ3710'(15.5 FT) SOUTHWEST OF THE NORTH BRICK WALL AND 3.6 METERS (12.0 FT)
 BJ3710'EAST-SOUTHEAST OF THE WEST BRICK WALL.  NOTE--ACCESS TO DATUM POINT IS
 BJ3710'HAD THROUGH A 5-INCH LOGO CAP.
 BJ3710'THE MARK IS ABOVE LEVEL WITH HIGHWAY 190.
 BJ3710
 BJ3710                          STATION RECOVERY (2006)
 BJ3710
 BJ3710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ3710'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5358 ***********************************************************************
 BJ5358  DESIGNATION -  B 388
 BJ5358  PID         -  BJ5358
 BJ5358  STATE/COUNTY-  LA/TANGIPAHOA
 BJ5358  USGS QUAD   -  HAMMOND (1994)
 BJ5358
 BJ5358                         *CURRENT SURVEY CONTROL
 BJ5358  ___________________________________________________________________
 BJ5358* NAD 83(1986)-  30 32 02.     (N)    090 28 28.     (W)     SCALED    
 BJ5358* NAVD 88     -        13.933  (meters)      45.71   (feet)  ADJUSTED  
 BJ5358  ___________________________________________________________________
 BJ5358  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ5358  DYNAMIC HT  -          13.915 (meters)      45.65  (feet)  COMP
 BJ5358  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ5358
 BJ5358  VERT ORDER  -  FIRST     CLASS II
 BJ5358
 BJ5358.The horizontal coordinates were scaled from a topographic map and have
 BJ5358.an estimated accuracy of +/- 6 seconds.
 BJ5358
 BJ5358.The orthometric height was determined by differential leveling
 BJ5358.and adjusted by the National Geodetic Survey in February 1994..
 BJ5358
 BJ5358.The geoid height was determined by GEOID03.
 BJ5358
 BJ5358.The dynamic height is computed by dividing the NAVD 88
 BJ5358.geopotential number by the normal gravity value computed on the
 BJ5358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5358.degrees latitude (g = 980.6199 gals.).
 BJ5358
 BJ5358.The modeled gravity was interpolated from observed gravity values.
 BJ5358
 BJ5358;                    North         East    Units  Estimated Accuracy
 BJ5358;SPC LA S     -   225,760.    1,082,420.      MT  (+/- 180 meters Scaled)
 BJ5358
 BJ5358                          SUPERSEDED SURVEY CONTROL
 BJ5358
 BJ5358.No superseded survey control is available for this station.
 BJ5358
 BJ5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP423806(NAD 83)
 BJ5358_MARKER: I = METAL ROD
 BJ5358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ5358_SP_SET: STAINLESS STEEL ROD
 BJ5358_STAMPING: B 388 1992
 BJ5358_MARK LOGO: NGS   
 BJ5358_PROJECTION: FLUSH
 BJ5358_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ5358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5358+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BJ5358_ROD/PIPE-DEPTH: 10.1 meters
 BJ5358
 BJ5358  HISTORY     - Date     Condition        Report By
 BJ5358  HISTORY     - 1992     MONUMENTED       NGS
 BJ5358
 BJ5358                          STATION DESCRIPTION
 BJ5358
 BJ5358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BJ5358'0.9 KM (0.55 MI) NORTHERLY ALONG NORTHWEST RAILROAD AVENUE FROM THE
 BJ5358'POST OFFICE IN HAMMOND, THENCE 2.8 KM (1.75 MI) NORTHERLY ALONG NORTH
 BJ5358'OAK STREET, 8.5 M (27.9 FT) WEST OF THE CENTER OF THE STREET, 3.1 M
 BJ5358'(10.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF A SEWER PUMPING
 BJ5358'STATION, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE CORNER, 0.3 M (1.0 FT)
 BJ5358'BELOW THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 BJ5358'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2502 ***********************************************************************
 CQ2502  DESIGNATION -  B 39
 CQ2502  PID         -  CQ2502
 CQ2502  STATE/COUNTY-  LA/BIENVILLE
 CQ2502  USGS QUAD   -  BIENVILLE (1986)
 CQ2502
 CQ2502                         *CURRENT SURVEY CONTROL
 CQ2502  ___________________________________________________________________
 CQ2502* NAD 83(1986)-  32 21 44.     (N)    092 58 19.     (W)     SCALED    
 CQ2502* NAVD 88     -        63.66   (+/-2cm)     208.9    (feet)  VERTCON   
 CQ2502  ___________________________________________________________________
 CQ2502  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2502
 CQ2502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ2502
 CQ2502.The horizontal coordinates were scaled from a topographic map and have
 CQ2502.an estimated accuracy of +/- 6 seconds.
 CQ2502
 CQ2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2502.The vertical order pertains to the NGVD 29 superseded value.
 CQ2502
 CQ2502.The geoid height was determined by GEOID03.
 CQ2502
 CQ2502;                    North         East    Units  Estimated Accuracy
 CQ2502;SPC LA N     -   206,570.      955,580.      MT  (+/- 180 meters Scaled)
 CQ2502
 CQ2502                          SUPERSEDED SURVEY CONTROL
 CQ2502
 CQ2502  NGVD 29 (??/??/??)   63.726  (m)          209.07   (f) ADJUSTED    2 0
 CQ2502
 CQ2502.Superseded values are not recommended for survey control.
 CQ2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2502.See file dsdata.txt to determine how the superseded data were derived.
 CQ2502
 CQ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR026805(NAD 83)
 CQ2502_MARKER: DB = BENCH MARK DISK
 CQ2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2502_STAMPING: B 39 1934
 CQ2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2502+STABILITY: SURFACE MOTION
 CQ2502
 CQ2502  HISTORY     - Date     Condition        Report By
 CQ2502  HISTORY     - 1941     MONUMENTED       CGS
 CQ2502
 CQ2502                          STATION DESCRIPTION
 CQ2502
 CQ2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CQ2502'2.9 MI N FROM BIENVILLE.
 CQ2502'2.9 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ2502'BIENVILLE, BIENVILLE PARISH, 246 YARDS SOUTH OF MILEPOST 74, 59 FEET
 CQ2502'WEST OF THE CENTERLINE OF THE TRACK, AND IN THE EDGE OF THE PINE
 CQ2502'TIMBER A STANDARD DISK, STAMPED A 39 1934 AND SET IN THE TOP OF A
 CQ2502'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3558 ***********************************************************************
 AU3558  DESIGNATION -  B 391
 AU3558  PID         -  AU3558
 AU3558  STATE/COUNTY-  LA/TERREBONNE
 AU3558  USGS QUAD   -  LAKE QUITMAN (1994)
 AU3558
 AU3558                         *CURRENT SURVEY CONTROL
 AU3558  ___________________________________________________________________
 AU3558* NAD 83(1992)-  29 15 39.41271(N)    090 39 23.81571(W)     ADJUSTED  
 AU3558* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3558  **This station is located in a subsidence area (see below).
 AU3558  ___________________________________________________________________
 AU3558  X           -     -63,816.902 (meters)                     COMP
 AU3558  Y           -  -5,568,371.730 (meters)                     COMP
 AU3558  Z           -   3,099,153.914 (meters)                     COMP
 AU3558  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AU3558  ELLIP HEIGHT-         -24.21  (meters)          (02/21/02) GPS OBS
 AU3558  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AU3558  DYNAMIC HT  -           0.4   (meters)       1.    (feet)  COMP
 AU3558  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 AU3558
 AU3558  HORZ ORDER  -  FIRST
 AU3558  VERT ORDER  -  THIRD (See Below)
 AU3558  ELLP ORDER  -  FIFTH     CLASS I
 AU3558
 AU3558.The horizontal coordinates were established by GPS observations
 AU3558.and adjusted by the National Geodetic Survey in December 1998..
 AU3558
 AU3558 ** The orthometric height has not been validated since last determined
 AU3558 ** by differential leveling and should not be used for control purposes.
 AU3558 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3558 ** area with valid NAVD 88 orthometric heights.
 AU3558 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3558 ** epoch indicated which incorporates improved geoid heights for the
 AU3558 ** Southern Louisiana Subsidence area.
 AU3558 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3558.The orthometric height was scaled from a topographic map.
 AU3558.The vertical order pertains to the first NAVD 88 superseded value.
 AU3558
 AU3558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3558
 AU3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3558
 AU3558.The ellipsoidal height was determined by GPS observations
 AU3558.and is referenced to NAD 83.
 AU3558
 AU3558.The geoid height was determined by GEOID03.
 AU3558
 AU3558.The dynamic height is computed by dividing the NAVD 88
 AU3558.geopotential number by the normal gravity value computed on the
 AU3558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3558.degrees latitude (g = 980.6199 gals.).
 AU3558
 AU3558.The modeled gravity was interpolated from observed gravity values.
 AU3558
 AU3558;                    North         East     Units Scale Factor Converg.
 AU3558;SPC LA S     -    84,543.304 1,065,772.531   MT  1.00000850   +0 20 18.1
 AU3558;SPC LA S     -   277,372.49  3,496,622.05   sFT  1.00000850   +0 20 18.1
 AU3558;UTM  15      - 3,239,173.831   727,703.260   MT  1.00023983   +1 08 45.3
 AU3558
 AU3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3558!SPC LA S     -   1.00000380  x   1.00000850  =   1.00001230
 AU3558!UTM  15      -   1.00000380  x   1.00023983  =   1.00024363
 AU3558
 AU3558                          SUPERSEDED SURVEY CONTROL
 AU3558
 AU3558  ELLIP H (12/17/98)  -24.24   (m)                       GP(       ) 4 2
 AU3558  NAVD 88 (12/17/98)    0.41   (m)            1.3    (f) LEVELING    3  
 AU3558
 AU3558.Superseded values are not recommended for survey control.
 AU3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3558.See file dsdata.txt to determine how the superseded data were derived.
 AU3558
 AU3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2770339174(NAD 83)
 AU3558_MARKER: I = METAL ROD
 AU3558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU3558_SP_SET: STAINLESS STEEL ROD
 AU3558_STAMPING: B 391 1993
 AU3558_MARK LOGO: LADTD 
 AU3558_PROJECTION: FLUSH
 AU3558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3558+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3558_ROD/PIPE-DEPTH: 26.8 meters
 AU3558
 AU3558  HISTORY     - Date     Condition        Report By
 AU3558  HISTORY     - 1993     MONUMENTED       LADTD
 AU3558  HISTORY     - 19950103 GOOD             MPHI
 AU3558
 AU3558                          STATION DESCRIPTION
 AU3558
 AU3558'DESCRIBED BY LA TRANSP AND DEV 1993
 AU3558'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) SOUTH-SOUTHEAST OF
 AU3558'HOUMA, 12.0 MI (19.3 KM) SOUTHWEST OF CHAUVIN AND 1.1 MI (1.8 KM)
 AU3558'NORTH OF COCODRIE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTAITON
 AU3558'AND DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AU3558'HIGHWAYS 56 AND 57, ABOUT 5.0 MI (8.0 KM) NORTH OF COCODRIE, GO SOUTH
 AU3558'FOR 3.55 MI (5.71 KM) ON HIGHWAY 56 TO THE STATION SET ON THE RIGHT
 AU3558'NEAR POWER POLE NUMBER 267.  THE STATION IS 317.0 FT (96.6 M)
 AU3558'SOUTHWEST FROM THE EXTENDED CENTER OF CATFISH DRIVE LEADING EAST,
 AU3558'33.5 FT (10.2 M) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 8.5 FT
 AU3558'(2.6 M) SOUTHEAST FROM THE POWER POLE, 1.0 FT (0.3 M) SOUTHWEST FROM
 AU3558'A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE, ABOUT 1.5
 AU3558'FT (0.5 M) BELOW THE LEVEL OF THE HIGHWAY AND ACCESSED THROUGH A
 AU3558'STANDARD LOGO CAP.
 AU3558
 AU3558                          STATION RECOVERY (1995)
 AU3558
 AU3558'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3558'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1042 ***********************************************************************
 BK1042  DESIGNATION -  B 3912 LAGS
 BK1042  PID         -  BK1042
 BK1042  STATE/COUNTY-  LA/RAPIDES
 BK1042  USGS QUAD   -  GLENMORA (1972)
 BK1042
 BK1042                         *CURRENT SURVEY CONTROL
 BK1042  ___________________________________________________________________
 BK1042* NAD 83(1986)-  30 57 05.     (N)    092 35 49.     (W)     SCALED    
 BK1042* NAVD 88     -        50.208  (meters)     164.72   (feet)  ADJUSTED  
 BK1042  ___________________________________________________________________
 BK1042  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK1042  DYNAMIC HT  -          50.145 (meters)     164.52  (feet)  COMP
 BK1042  MODELED GRAV-     979,378.5   (mgal)                       NAVD 88
 BK1042
 BK1042  VERT ORDER  -  FIRST     CLASS I
 BK1042
 BK1042.The horizontal coordinates were scaled from a topographic map and have
 BK1042.an estimated accuracy of +/- 6 seconds.
 BK1042
 BK1042.The orthometric height was determined by differential leveling
 BK1042.and adjusted by the National Geodetic Survey in February 1994..
 BK1042
 BK1042.The geoid height was determined by GEOID03.
 BK1042
 BK1042.The dynamic height is computed by dividing the NAVD 88
 BK1042.geopotential number by the normal gravity value computed on the
 BK1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1042.degrees latitude (g = 980.6199 gals.).
 BK1042
 BK1042.The modeled gravity was interpolated from observed gravity values.
 BK1042
 BK1042;                    North         East    Units  Estimated Accuracy
 BK1042;SPC LA N     -    50,050.      990,740.      MT  (+/- 180 meters Scaled)
 BK1042
 BK1042                          SUPERSEDED SURVEY CONTROL
 BK1042
 BK1042  NAVD 88 (06/15/91)   50.202  (m)          164.70   (f) UNKNOWN     1 1
 BK1042  NGVD 29 (??/??/??)   50.187  (m)          164.66   (f) ADJUSTED    1 1
 BK1042
 BK1042.Superseded values are not recommended for survey control.
 BK1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1042.See file dsdata.txt to determine how the superseded data were derived.
 BK1042
 BK1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ384242(NAD 83)
 BK1042_MARKER: DD = SURVEY DISK
 BK1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1042_STAMPING: B 3912
 BK1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1042+STABILITY: SURFACE MOTION
 BK1042
 BK1042  HISTORY     - Date     Condition        Report By
 BK1042  HISTORY     - UNK      MONUMENTED       LAGS
 BK1042  HISTORY     - 1970     GOOD             NGS
 BK1042  HISTORY     - 19990424 GOOD             USPSQD
 BK1042  HISTORY     - 20050422 MARK NOT FOUND   USPSQD
 BK1042
 BK1042                          STATION DESCRIPTION
 BK1042
 BK1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1042'1.9 MI SW FROM GLENMORA.
 BK1042'ABOUT 1.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1042'TOWN HALL AT GLENMORA, IN SECTION 20, T 1 S, R 2 W, 0.1 MILE NORTH OF
 BK1042'A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 40 FEET NORTHWEST OF
 BK1042'THE NORTHWEST RAIL, 67 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 BK1042'HIGHWAY 165, 8 FEET SOUTHEAST OF A TELEPHONE BOOTH, 1.0 FOOT SOUTHWEST
 BK1042'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK,
 BK1042'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BK1042'THE SURFACE OF THE GROUND.
 BK1042
 BK1042                          STATION RECOVERY (1999)
 BK1042
 BK1042'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1042'RECOVERED IN GOOD CONDITION.
 BK1042
 BK1042                          STATION RECOVERY (2005)
 BK1042
 BK1042'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1212 ***********************************************************************
 BK1212  DESIGNATION -  B 3933 LAGS
 BK1212  PID         -  BK1212
 BK1212  STATE/COUNTY-  LA/VERNON
 BK1212  USGS QUAD   -  PITKIN (1972)
 BK1212
 BK1212                         *CURRENT SURVEY CONTROL
 BK1212  ___________________________________________________________________
 BK1212* NAD 83(1986)-  30 54 29.     (N)    092 52 46.     (W)     SCALED    
 BK1212* NAVD 88     -        53.13   (+/-2cm)     174.3    (feet)  VERTCON   
 BK1212  ___________________________________________________________________
 BK1212  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BK1212
 BK1212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1212
 BK1212.The horizontal coordinates were scaled from a topographic map and have
 BK1212.an estimated accuracy of +/- 6 seconds.
 BK1212
 BK1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1212.The vertical order pertains to the NGVD 29 superseded value.
 BK1212
 BK1212.The geoid height was determined by GEOID03.
 BK1212
 BK1212;                    North         East    Units  Estimated Accuracy
 BK1212;SPC LA N     -    45,310.      963,720.      MT  (+/- 180 meters Scaled)
 BK1212
 BK1212                          SUPERSEDED SURVEY CONTROL
 BK1212
 BK1212  NGVD 29 (??/??/??)   53.158  (m)          174.40   (f) ADJUSTED    2 0
 BK1212
 BK1212.Superseded values are not recommended for survey control.
 BK1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1212.See file dsdata.txt to determine how the superseded data were derived.
 BK1212
 BK1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ115194(NAD 83)
 BK1212_MARKER: DD = SURVEY DISK
 BK1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1212_STAMPING: B 3933
 BK1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1212+STABILITY: SURFACE MOTION
 BK1212
 BK1212  HISTORY     - Date     Condition        Report By
 BK1212  HISTORY     - UNK      MONUMENTED       LAGS
 BK1212  HISTORY     - 1969     GOOD             LADTD
 BK1212  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1212
 BK1212                          STATION DESCRIPTION
 BK1212
 BK1212'DESCRIBED BY LA TRANSP AND DEV 1969
 BK1212'4.15 MI SE FROM PITKIN.
 BK1212'ABOUT 4.15 MILES EAST OF THE POST OFFICE AT PITKIN.  4.35 MILES WEST
 BK1212'OF THE ALLEN AND VERNON PARISH LINE.  0.90 MILES WEST OF BENCH MARK
 BK1212'58V16.  0.75 MILES WEST OF A CRESOTE TIMBER BRIDGE UNDER LOUISIANA
 BK1212'HIGHWAY 10.  61 FEET NORTH NORTHEAST OF CENTERLINE OF LOUISIANA
 BK1212'HIGHWAY 10.  20 FEET SOUTH SOUTHWEST OF CENTER OF FIRE LANE.  97 FEET
 BK1212'SOUTHWEST OF A POWER POLE.  100 FEET SOUTH OF A BARB WIRE FENCE ON TOP
 BK1212'OF A HILL.  DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BK1212
 BK1212                          STATION RECOVERY (2001)
 BK1212
 BK1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1036 ***********************************************************************
 BK1036  DESIGNATION -  B 3990 LAGS
 BK1036  PID         -  BK1036
 BK1036  STATE/COUNTY-  LA/RAPIDES
 BK1036  USGS QUAD   -  GLENMORA (1972)
 BK1036
 BK1036                         *CURRENT SURVEY CONTROL
 BK1036  ___________________________________________________________________
 BK1036* NAD 83(1986)-  30 58 58.     (N)    092 34 46.     (W)     SCALED    
 BK1036* NAVD 88     -        43.188  (meters)     141.69   (feet)  ADJUSTED  
 BK1036  ___________________________________________________________________
 BK1036  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BK1036  DYNAMIC HT  -          43.134 (meters)     141.52  (feet)  COMP
 BK1036  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 BK1036
 BK1036  VERT ORDER  -  FIRST     CLASS I
 BK1036
 BK1036.The horizontal coordinates were scaled from a topographic map and have
 BK1036.an estimated accuracy of +/- 6 seconds.
 BK1036
 BK1036.The orthometric height was determined by differential leveling
 BK1036.and adjusted by the National Geodetic Survey in February 1994..
 BK1036
 BK1036.The geoid height was determined by GEOID03.
 BK1036
 BK1036.The dynamic height is computed by dividing the NAVD 88
 BK1036.geopotential number by the normal gravity value computed on the
 BK1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1036.degrees latitude (g = 980.6199 gals.).
 BK1036
 BK1036.The modeled gravity was interpolated from observed gravity values.
 BK1036
 BK1036;                    North         East    Units  Estimated Accuracy
 BK1036;SPC LA N     -    53,530.      992,410.      MT  (+/- 180 meters Scaled)
 BK1036
 BK1036                          SUPERSEDED SURVEY CONTROL
 BK1036
 BK1036  NAVD 88 (06/15/91)   43.182  (m)          141.67   (f) UNKNOWN     1 1
 BK1036  NGVD 29 (??/??/??)   43.168  (m)          141.63   (f) ADJUSTED    1 1
 BK1036
 BK1036.Superseded values are not recommended for survey control.
 BK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1036.See file dsdata.txt to determine how the superseded data were derived.
 BK1036
 BK1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ401277(NAD 83)
 BK1036_MARKER: DD = SURVEY DISK
 BK1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1036_STAMPING: B 3990
 BK1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1036+STABILITY: SURFACE MOTION
 BK1036
 BK1036  HISTORY     - Date     Condition        Report By
 BK1036  HISTORY     - UNK      MONUMENTED       LAGS
 BK1036  HISTORY     - 1970     GOOD             NGS
 BK1036  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK1036
 BK1036                          STATION DESCRIPTION
 BK1036
 BK1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1036'0.55 MI NE FROM GLENMORA.
 BK1036'ABOUT 0.55 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1036'TOWN HALL AT GLENMORA, IN SECTION 9, T 1 S, R 2 W, 6 1/2 POLES SOUTH
 BK1036'OF MILEPOST 623, 42 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 BK1036'MAIN TRACK, 31 FEET NORTHWEST OF THE CENTER LINE OF A PAVED ROAD WHICH
 BK1036'PARALLELS THE TRACK, 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 BK1036'8 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT 3 FEET ABOVE THE LEVEL OF
 BK1036'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BK1036'INCHES ABOVE THE SURFACE OF THE GROUND.
 BK1036
 BK1036                          STATION RECOVERY (1999)
 BK1036
 BK1036'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1034 ***********************************************************************
 BK1034  DESIGNATION -  B 3992 LAGS
 BK1034  PID         -  BK1034
 BK1034  STATE/COUNTY-  LA/RAPIDES
 BK1034  USGS QUAD   -  GLENMORA (1972)
 BK1034
 BK1034                         *CURRENT SURVEY CONTROL
 BK1034  ___________________________________________________________________
 BK1034* NAD 83(1986)-  30 59 39.     (N)    092 34 14.     (W)     SCALED    
 BK1034* NAVD 88     -        32.830  (meters)     107.71   (feet)  ADJUSTED  
 BK1034  ___________________________________________________________________
 BK1034  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BK1034  DYNAMIC HT  -          32.788 (meters)     107.57  (feet)  COMP
 BK1034  MODELED GRAV-     979,382.9   (mgal)                       NAVD 88
 BK1034
 BK1034  VERT ORDER  -  FIRST     CLASS I
 BK1034
 BK1034.The horizontal coordinates were scaled from a topographic map and have
 BK1034.an estimated accuracy of +/- 6 seconds.
 BK1034
 BK1034.The orthometric height was determined by differential leveling
 BK1034.and adjusted by the National Geodetic Survey in February 1994..
 BK1034
 BK1034.The geoid height was determined by GEOID03.
 BK1034
 BK1034.The dynamic height is computed by dividing the NAVD 88
 BK1034.geopotential number by the normal gravity value computed on the
 BK1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1034.degrees latitude (g = 980.6199 gals.).
 BK1034
 BK1034.The modeled gravity was interpolated from observed gravity values.
 BK1034
 BK1034;                    North         East    Units  Estimated Accuracy
 BK1034;SPC LA N     -    54,800.      993,260.      MT  (+/- 180 meters Scaled)
 BK1034
 BK1034                          SUPERSEDED SURVEY CONTROL
 BK1034
 BK1034  NAVD 88 (06/15/91)   32.824  (m)          107.69   (f) UNKNOWN     1 1
 BK1034  NGVD 29 (??/??/??)   32.809  (m)          107.64   (f) ADJUSTED    1 1
 BK1034
 BK1034.Superseded values are not recommended for survey control.
 BK1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1034.See file dsdata.txt to determine how the superseded data were derived.
 BK1034
 BK1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ410290(NAD 83)
 BK1034_MARKER: DD = SURVEY DISK
 BK1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1034_STAMPING: B 3992
 BK1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1034+STABILITY: SURFACE MOTION
 BK1034
 BK1034  HISTORY     - Date     Condition        Report By
 BK1034  HISTORY     - UNK      MONUMENTED       LAGS
 BK1034  HISTORY     - 1970     GOOD             NGS
 BK1034  HISTORY     - 1981     GOOD             LADTD
 BK1034  HISTORY     - 19990424 GOOD             USPSQD
 BK1034
 BK1034                          STATION DESCRIPTION
 BK1034
 BK1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1034'1.5 MI NE FROM GLENMORA.
 BK1034'ABOUT 1.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1034'TOWN HALL AT GLENMORA, IN SECTION 9, T 1 S, R 2 W, 10 POLES SOUTHWEST
 BK1034'OF MILEPOST 622, 3 1/2 RAILS SOUTH OF A CROSSING OF THE RAILROAD AND A
 BK1034'ROAD, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 32 FEET NORTHWEST OF
 BK1034'THE CENTER LINE OF A GRAVELED ROAD, 56 FEET SOUTHWEST OF TELEPHONE
 BK1034'POLE NUMBER 54, 0.9 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT
 BK1034'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BK1034'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BK1034
 BK1034                          STATION RECOVERY (1981)
 BK1034
 BK1034'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1034'RECOVERED IN GOOD CONDITION.
 BK1034
 BK1034                          STATION RECOVERY (1999)
 BK1034
 BK1034'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1133 ***********************************************************************
 BX1133  DESIGNATION -  B 3999 LAGS
 BX1133  PID         -  BX1133
 BX1133  STATE/COUNTY-  LA/RAPIDES
 BX1133  USGS QUAD   -  FOREST HILL (1993)
 BX1133
 BX1133                         *CURRENT SURVEY CONTROL
 BX1133  ___________________________________________________________________
 BX1133* NAD 83(1986)-  31 01 59.     (N)    092 32 06.     (W)     SCALED    
 BX1133* NAVD 88     -        48.877  (meters)     160.36   (feet)  ADJUSTED  
 BX1133  ___________________________________________________________________
 BX1133  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX1133  DYNAMIC HT  -          48.815 (meters)     160.15  (feet)  COMP
 BX1133  MODELED GRAV-     979,380.4   (mgal)                       NAVD 88
 BX1133
 BX1133  VERT ORDER  -  FIRST     CLASS I
 BX1133
 BX1133.The horizontal coordinates were scaled from a topographic map and have
 BX1133.an estimated accuracy of +/- 6 seconds.
 BX1133
 BX1133.The orthometric height was determined by differential leveling
 BX1133.and adjusted by the National Geodetic Survey in February 1994..
 BX1133
 BX1133.The geoid height was determined by GEOID03.
 BX1133
 BX1133.The dynamic height is computed by dividing the NAVD 88
 BX1133.geopotential number by the normal gravity value computed on the
 BX1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1133.degrees latitude (g = 980.6199 gals.).
 BX1133
 BX1133.The modeled gravity was interpolated from observed gravity values.
 BX1133
 BX1133;                    North         East    Units  Estimated Accuracy
 BX1133;SPC LA N     -    59,110.      996,660.      MT  (+/- 180 meters Scaled)
 BX1133
 BX1133                          SUPERSEDED SURVEY CONTROL
 BX1133
 BX1133  NAVD 88 (06/15/91)   48.872  (m)          160.34   (f) UNKNOWN     1 1
 BX1133  NGVD 29 (??/??/??)   48.857  (m)          160.29   (f) ADJUSTED    1 1
 BX1133
 BX1133.Superseded values are not recommended for survey control.
 BX1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1133.See file dsdata.txt to determine how the superseded data were derived.
 BX1133
 BX1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ443333(NAD 83)
 BX1133_MARKER: DD = SURVEY DISK
 BX1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1133_STAMPING: B 3999
 BX1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1133+STABILITY: SURFACE MOTION
 BX1133
 BX1133  HISTORY     - Date     Condition        Report By
 BX1133  HISTORY     - UNK      MONUMENTED       LAGS
 BX1133  HISTORY     - 1970     GOOD             NGS
 BX1133  HISTORY     - 19990424 GOOD             USPSQD
 BX1133
 BX1133                          STATION DESCRIPTION
 BX1133
 BX1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1133'0.7 MI FROM FOREST HILL.
 BX1133'ABOUT 0.7 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BX1133'OFFICE AT FOREST HILL, 3 1/2 POLES NORTH OF MILEPOST 619, 34 1/2 FEET
 BX1133'EAST OF THE EAST RAIL, 42 FEET WEST OF THE CENTER LINE OF STATE
 BX1133'HIGHWAY 497 WHICH IS A GRAVELED ROAD, 93 FEET EAST AND ACROSS THE
 BX1133'TRACK FROM A 30-INCH GUM TREE, 32 FEET SOUTH OF TELEGRAPH POLE NUMBER
 BX1133'38, 13 FEET WEST OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST,
 BX1133'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 BX1133'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1133
 BX1133                          STATION RECOVERY (1999)
 BX1133
 BX1133'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1517 ***********************************************************************
 BX1517  DESIGNATION -  B 41
 BX1517  PID         -  BX1517
 BX1517  STATE/COUNTY-  LA/WINN
 BX1517  USGS QUAD   -  CALVIN (1983)
 BX1517
 BX1517                         *CURRENT SURVEY CONTROL
 BX1517  ___________________________________________________________________
 BX1517* NAD 83(1986)-  31 57 44.     (N)    092 45 19.     (W)     SCALED    
 BX1517* NAVD 88     -        44.36   (+/-2cm)     145.5    (feet)  VERTCON   
 BX1517  ___________________________________________________________________
 BX1517  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX1517
 BX1517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1517
 BX1517.The horizontal coordinates were scaled from a topographic map and have
 BX1517.an estimated accuracy of +/- 6 seconds.
 BX1517
 BX1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1517.The vertical order pertains to the NGVD 29 superseded value.
 BX1517
 BX1517.The geoid height was determined by GEOID03.
 BX1517
 BX1517;                    North         East    Units  Estimated Accuracy
 BX1517;SPC LA N     -   162,150.      975,870.      MT  (+/- 180 meters Scaled)
 BX1517
 BX1517                          SUPERSEDED SURVEY CONTROL
 BX1517
 BX1517  NGVD 29 (??/??/??)   44.388  (m)          145.63   (f) ADJUSTED    2 0
 BX1517
 BX1517.Superseded values are not recommended for survey control.
 BX1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1517.See file dsdata.txt to determine how the superseded data were derived.
 BX1517
 BX1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR231362(NAD 83)
 BX1517_MARKER: DB = BENCH MARK DISK
 BX1517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1517_SP_SET: FOUNDATION
 BX1517_STAMPING: B 41 1934
 BX1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1517
 BX1517  HISTORY     - Date     Condition        Report By
 BX1517  HISTORY     - 1934     MONUMENTED       CGS
 BX1517  HISTORY     - 19981017 GOOD             USPSQD
 BX1517
 BX1517                          STATION DESCRIPTION
 BX1517
 BX1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1517'1.2 MI E FROM CALVIN.
 BX1517'ABOUT 1.2 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1517'STATION AT CALVIN, WINN PARISH, ABOUT 242 YARDS EAST OF MILEPOST 140,
 BX1517'ABOUT 23 YARDS SOUTH OF THE CENTER LINE OF STATE HIGHWAY 9, IN THE TOP
 BX1517'OF THE NORTH CONCRETE FOUNDATION OF A BRIDGE, AND 17 FEET NORTH OF THE
 BX1517'TRACK.  A STANDARD DISK, STAMPED B 41 1934.
 BX1517
 BX1517                          STATION RECOVERY (1998)
 BX1517
 BX1517'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2945 ***********************************************************************
 BK2945  DESIGNATION -  B 4121 LAGS 1963
 BK2945  PID         -  BK2945
 BK2945  STATE/COUNTY-  LA/CALCASIEU
 BK2945  USGS QUAD   -  LACASSINE (1985)
 BK2945
 BK2945                         *CURRENT SURVEY CONTROL
 BK2945  ___________________________________________________________________
 BK2945* NAD 83(1992)-  30 11 15.23473(N)    092 59 46.47166(W)     ADJUSTED  
 BK2945* NAVD 88     -         6.50   (+/-2cm)      21.3  **(feet)  VERTCON   
 BK2945  **This station is located in a subsidence area (see below).
 BK2945  ___________________________________________________________________
 BK2945  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK2945  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2945
 BK2945  HORZ ORDER  -  SECOND
 BK2945  VERT ORDER  -  THIRD ? (See Below)
 BK2945
 BK2945.The horizontal coordinates were established by classical geodetic methods
 BK2945.and adjusted by the National Geodetic Survey in January 1993..
 BK2945
 BK2945 ** The orthometric height has not been validated since last determined
 BK2945 ** by differential leveling and should not be used for control purposes.
 BK2945 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2945 ** area with valid NAVD 88 orthometric heights.
 BK2945 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2945 ** epoch indicated which incorporates improved geoid heights for the
 BK2945 ** Southern Louisiana Subsidence area.
 BK2945 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2945.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2945.The vertical order pertains to the NGVD 29 superseded value.
 BK2945
 BK2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2945
 BK2945.The geoid height was determined by GEOID03.
 BK2945
 BK2945;                    North         East     Units Scale Factor Converg.
 BK2945;SPC LA S     -   188,219.175   839,871.367   MT  0.99993103   -0 49 53.3
 BK2945;SPC LA S     -   617,515.74  2,755,477.98   sFT  0.99993103   -0 49 53.3
 BK2945;UTM  15      - 3,339,569.399   500,361.755   MT  0.99960000   +0 00 06.8
 BK2945
 BK2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2945!SPC LA S     -   1.00000325  x   0.99993103  =   0.99993428
 BK2945!UTM  15      -   1.00000325  x   0.99960000  =   0.99960325
 BK2945
 BK2945                          SUPERSEDED SURVEY CONTROL
 BK2945
 BK2945  NAD 83(1986)-  30 11 15.25629(N)    092 59 46.46556(W) AD(       ) 2
 BK2945  NAD 27      -  30 11 14.50168(N)    092 59 45.92851(W) AD(       ) 2
 BK2945  NGVD 29 (07/19/86)    6.48   (m)           21.3    (f) LEVELING    3  
 BK2945
 BK2945.Superseded values are not recommended for survey control.
 BK2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2945.See file dsdata.txt to determine how the superseded data were derived.
 BK2945
 BK2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0036239569(NAD 83)
 BK2945_MARKER: DD = SURVEY DISK
 BK2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2945+STABILITY: SURFACE MOTION
 BK2945
 BK2945  HISTORY     - Date     Condition        Report By
 BK2945  HISTORY     - 1963     MONUMENTED       LAGS
 BK2945
 BK2945                          STATION DESCRIPTION
 BK2945
 BK2945'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1963
 BK2945'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF IOWA,
 BK2945'5-1/2 MILES SOUTHWEST OF LACASSINE.
 BK2945'
 BK2945'(LGS) MARK IS A STANDARD LOUISIANA GEODETIC SURVEY STATION
 BK2945'DISK SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST WHICH
 BK2945'PROJECTS ABOUT 12 INCHES AND IS STAMPED B 4121.  IT IS 17
 BK2945'FEET SOUTH OF A FIELD ROAD, 24 FEET EAST OF A GRAVELED ROAD,
 BK2945'AND 65 FEET SOUTHEAST OF A TELEPHONE POLE NUMBER 054225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0219 ***********************************************************************
 BX0219  DESIGNATION -  B 42
 BX0219  PID         -  BX0219
 BX0219  STATE/COUNTY-  LA/LA SALLE
 BX0219  USGS QUAD   -  JENA WEST (1985)
 BX0219
 BX0219                         *CURRENT SURVEY CONTROL
 BX0219  ___________________________________________________________________
 BX0219* NAD 83(1986)-  31 40 55.     (N)    092 07 58.     (W)     SCALED    
 BX0219* NAVD 88     -        47.68   (+/-2cm)     156.4    (feet)  VERTCON   
 BX0219  ___________________________________________________________________
 BX0219  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX0219
 BX0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0219
 BX0219.The horizontal coordinates were scaled from a topographic map and have
 BX0219.an estimated accuracy of +/- 6 seconds.
 BX0219
 BX0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0219.The vertical order pertains to the NGVD 29 superseded value.
 BX0219
 BX0219.The geoid height was determined by GEOID03.
 BX0219
 BX0219;                    North         East    Units  Estimated Accuracy
 BX0219;SPC LA N     -   131,110.    1,034,820.      MT  (+/- 180 meters Scaled)
 BX0219
 BX0219                          SUPERSEDED SURVEY CONTROL
 BX0219
 BX0219  NGVD 29 (??/??/??)   47.668  (m)          156.39   (f) ADJUSTED    2 0
 BX0219
 BX0219.Superseded values are not recommended for survey control.
 BX0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0219.See file dsdata.txt to determine how the superseded data were derived.
 BX0219
 BX0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR821055(NAD 83)
 BX0219_MARKER: DB = BENCH MARK DISK
 BX0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0219_STAMPING: B 42 1935
 BX0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0219+STABILITY: SURFACE MOTION
 BX0219
 BX0219  HISTORY     - Date     Condition        Report By
 BX0219  HISTORY     - 1935     MONUMENTED       CGS
 BX0219  HISTORY     - 1958     MARK NOT FOUND   USGS
 BX0219
 BX0219                          STATION DESCRIPTION
 BX0219
 BX0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0219'IN JENA.
 BX0219'AT JENA AND ALONG THE L AND A R R 24 FEET N OF CENTER OF TRACK. 76
 BX0219'FEET E OF STATION. 3 FEET W OF A TELEPHONE POLE.
 BX0219
 BX0219                          STATION RECOVERY (1958)
 BX0219
 BX0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BX0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1609 ***********************************************************************
 BW1609  DESIGNATION -  B 43
 BW1609  PID         -  BW1609
 BW1609  STATE/COUNTY-  LA/CATAHOULA
 BW1609  USGS QUAD   -  HARRISONBURG (1984)
 BW1609
 BW1609                         *CURRENT SURVEY CONTROL
 BW1609  ___________________________________________________________________
 BW1609* NAD 83(1986)-  31 47 23.     (N)    091 47 16.     (W)     SCALED    
 BW1609* NAVD 88     -        18.79   (+/-2cm)      61.6    (feet)  VERTCON   
 BW1609  ___________________________________________________________________
 BW1609  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BW1609
 BW1609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1609
 BW1609.The horizontal coordinates were scaled from a topographic map and have
 BW1609.an estimated accuracy of +/- 6 seconds.
 BW1609
 BW1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1609.The vertical order pertains to the NGVD 29 superseded value.
 BW1609
 BW1609.The geoid height was determined by GEOID03.
 BW1609
 BW1609;                    North         East    Units  Estimated Accuracy
 BW1609;SPC LA N     -   143,220.    1,067,450.      MT  (+/- 180 meters Scaled)
 BW1609
 BW1609                          SUPERSEDED SURVEY CONTROL
 BW1609
 BW1609  NGVD 29 (??/??/92)   18.794  (m)           61.66   (f) ADJ UNCH    2 0
 BW1609
 BW1609.Superseded values are not recommended for survey control.
 BW1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1609.See file dsdata.txt to determine how the superseded data were derived.
 BW1609
 BW1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR147177(NAD 83)
 BW1609_MARKER: DB = BENCH MARK DISK
 BW1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1609_STAMPING: B 43 1935
 BW1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1609+STABILITY: SURFACE MOTION
 BW1609
 BW1609  HISTORY     - Date     Condition        Report By
 BW1609  HISTORY     - 1935     MONUMENTED       CGS
 BW1609  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1609
 BW1609                          STATION DESCRIPTION
 BW1609
 BW1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BW1609'3.5 MI N FROM HARRISONBURG.
 BW1609'3.5 MI N FROM COURTHOUSE OF AND ALONG GRAVEL HIGHWAY TO ENTERPRISE. 28
 BW1609'FEET N OF CENTER OF HIGHWAY.  AT T ROAD.  22 FEET E OF ROAD LEADING TO
 BW1609'THE N.  ABOUT 200 YARDS SE OF A FARM HOUSE.  ABOUT 1.0 MILE W OF THE
 BW1609'OLD HAULF FARMHOUSE.
 BW1609
 BW1609                          STATION RECOVERY (1981)
 BW1609
 BW1609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1257 ***********************************************************************
 BK1257  DESIGNATION -  B 44
 BK1257  PID         -  BK1257
 BK1257  STATE/COUNTY-  LA/VERNON
 BK1257  USGS QUAD   -  SUGRUE (1986)
 BK1257
 BK1257                         *CURRENT SURVEY CONTROL
 BK1257  ___________________________________________________________________
 BK1257* NAD 83(1986)-  30 56 50.     (N)    093 04 41.     (W)     SCALED    
 BK1257* NAVD 88     -        59.86   (+/-2cm)     196.4    (feet)  VERTCON   
 BK1257  ___________________________________________________________________
 BK1257  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BK1257
 BK1257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1257
 BK1257.The horizontal coordinates were scaled from a topographic map and have
 BK1257.an estimated accuracy of +/- 6 seconds.
 BK1257
 BK1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1257.The vertical order pertains to the NGVD 29 superseded value.
 BK1257
 BK1257.The geoid height was determined by GEOID03.
 BK1257
 BK1257;                    North         East    Units  Estimated Accuracy
 BK1257;SPC LA N     -    49,740.      944,760.      MT  (+/- 180 meters Scaled)
 BK1257
 BK1257                          SUPERSEDED SURVEY CONTROL
 BK1257
 BK1257  NGVD 29 (??/??/??)   59.942  (m)          196.66   (f) ADJUSTED    2 0
 BK1257
 BK1257.Superseded values are not recommended for survey control.
 BK1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1257.See file dsdata.txt to determine how the superseded data were derived.
 BK1257
 BK1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ925237(NAD 83)
 BK1257_MARKER: DM = MAGNETIC STATION DISK
 BK1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1257_STAMPING: B 44 1935
 BK1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1257+STABILITY: SURFACE MOTION
 BK1257
 BK1257  HISTORY     - Date     Condition        Report By
 BK1257  HISTORY     - 1935     MONUMENTED       CGS
 BK1257  HISTORY     - 1943     GOOD             CGS
 BK1257  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1257
 BK1257                          STATION DESCRIPTION
 BK1257
 BK1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1257'9.4 MI W FROM PITKIN.
 BK1257'9.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1257'STATION AT PITKIN, VERNON PARISH, 8 FEET WEST OF MILEPOST 53, AT THE
 BK1257'EDGE OF PINE TIMBER, AT A ROAD CROSSING, 40 FEET NORTH FROM THE
 BK1257'CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 BK1257'DISK, STAMPED B 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK1257
 BK1257                          STATION RECOVERY (1994)
 BK1257
 BK1257'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1313 ***********************************************************************
 CQ1313  DESIGNATION -  B 47
 CQ1313  PID         -  CQ1313
 CQ1313  STATE/COUNTY-  LA/CLAIBORNE
 CQ1313  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ1313
 CQ1313                         *CURRENT SURVEY CONTROL
 CQ1313  ___________________________________________________________________
 CQ1313* NAD 83(1986)-  32 57 54.     (N)    093 08 24.     (W)     SCALED    
 CQ1313* NAVD 88     -       109.363  (meters)     358.80   (feet)  ADJUSTED  
 CQ1313  ___________________________________________________________________
 CQ1313  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1313  DYNAMIC HT  -         109.243 (meters)     358.41  (feet)  COMP
 CQ1313  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 CQ1313
 CQ1313  VERT ORDER  -  SECOND    CLASS 0
 CQ1313
 CQ1313.The horizontal coordinates were scaled from a topographic map and have
 CQ1313.an estimated accuracy of +/- 6 seconds.
 CQ1313
 CQ1313.The orthometric height was determined by differential leveling
 CQ1313.and adjusted by the National Geodetic Survey in June 1991..
 CQ1313
 CQ1313.The geoid height was determined by GEOID03.
 CQ1313
 CQ1313.The dynamic height is computed by dividing the NAVD 88
 CQ1313.geopotential number by the normal gravity value computed on the
 CQ1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1313.degrees latitude (g = 980.6199 gals.).
 CQ1313
 CQ1313.The modeled gravity was interpolated from observed gravity values.
 CQ1313
 CQ1313;                    North         East    Units  Estimated Accuracy
 CQ1313;SPC LA N     -   273,500.      940,160.      MT  (+/- 180 meters Scaled)
 CQ1313
 CQ1313                          SUPERSEDED SURVEY CONTROL
 CQ1313
 CQ1313  NGVD 29 (??/??/??)  109.422  (m)          359.00   (f) ADJUSTED    2 0
 CQ1313
 CQ1313.Superseded values are not recommended for survey control.
 CQ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1313.See file dsdata.txt to determine how the superseded data were derived.
 CQ1313
 CQ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS869474(NAD 83)
 CQ1313_MARKER: DB = BENCH MARK DISK
 CQ1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1313_SP_SET: CONCRETE FOOTING
 CQ1313_STAMPING: B 47 1934
 CQ1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1313
 CQ1313  HISTORY     - Date     Condition        Report By
 CQ1313  HISTORY     - 1934     MONUMENTED       CGS
 CQ1313  HISTORY     - 1969     GOOD             LADH
 CQ1313  HISTORY     - 19940206 GOOD             USPSQD
 CQ1313
 CQ1313                          STATION DESCRIPTION
 CQ1313
 CQ1313'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1313'0.4 MI NW FROM HAYNESVILLE.
 CQ1313'ABOUT 0.3 MILE NORTHWEST ALONG THE LOUISIANA AND NORTHWEST RAILROAD
 CQ1313'FROM THE STATION AT HAYNESVILLE, THENCE 0.1 MILE OR 1 BLOCK NORTHEAST
 CQ1313'ALONG SPRING STREET, AT THE CITY WATER TANK, SET IN THE TOP OF THE
 CQ1313'SOUTHEAST CORNER OF THE SOUTH CONCRETE FOOTING OF THE WATER TANK WHICH
 CQ1313'PROJECTS 1.5 FEET ABOVE THE GROUND, 140 FEET SOUTHEAST OF THE CENTER
 CQ1313'LINE OF SPRING STREET, AND 99 FEET SOUTHWEST OF THE CENTER LINE OF U.
 CQ1313'S. HIGHWAY 79.
 CQ1313
 CQ1313                          STATION RECOVERY (1994)
 CQ1313
 CQ1313'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2090 ***********************************************************************
 CP2090  DESIGNATION -  B 4707
 CP2090  PID         -  CP2090
 CP2090  STATE/COUNTY-  LA/RICHLAND
 CP2090  USGS QUAD   -  MANGHAM (1982)
 CP2090
 CP2090                         *CURRENT SURVEY CONTROL
 CP2090  ___________________________________________________________________
 CP2090* NAD 83(1986)-  32 18 32.     (N)    091 47 02.     (W)     SCALED    
 CP2090* NAVD 88     -        22.04   (+/-2cm)      72.3    (feet)  VERTCON   
 CP2090  ___________________________________________________________________
 CP2090  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2090
 CP2090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2090
 CP2090.The horizontal coordinates were scaled from a topographic map and have
 CP2090.an estimated accuracy of +/- 6 seconds.
 CP2090
 CP2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2090.The vertical order pertains to the NGVD 29 superseded value.
 CP2090
 CP2090.The geoid height was determined by GEOID03.
 CP2090
 CP2090;                    North         East    Units  Estimated Accuracy
 CP2090;SPC LA N     -   200,790.    1,067,440.      MT  (+/- 180 meters Scaled)
 CP2090
 CP2090                          SUPERSEDED SURVEY CONTROL
 CP2090
 CP2090  NGVD 29 (??/??/92)   22.065  (m)           72.39   (f) ADJ UNCH    2 0
 CP2090
 CP2090.Superseded values are not recommended for survey control.
 CP2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2090.See file dsdata.txt to determine how the superseded data were derived.
 CP2090
 CP2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR144753(NAD 83)
 CP2090_MARKER: DB = BENCH MARK DISK
 CP2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2090_STAMPING: B 4707
 CP2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2090+STABILITY: SURFACE MOTION
 CP2090
 CP2090  HISTORY     - Date     Condition        Report By
 CP2090  HISTORY     - UNK      MONUMENTED       LAGS
 CP2090  HISTORY     - 1970     GOOD             LADTD
 CP2090
 CP2090                          STATION DESCRIPTION
 CP2090
 CP2090'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2090'0.15 MI E FROM MANGHAM.
 CP2090'ABOUT 0.15 MILE EAST OF THE MAIN ENTRANCE TO MANGHAM HIGH SCHOOL ON
 CP2090'LOUISIANA HIGHWAY 132.  IT IS 35.0 FEET SOUTH OF THE CENTERLINE OF
 CP2090'LOUISIANA HIGHWAY 132, 19.0 FEET SOUTHEAST OF A TELEPHONE POLE, 3.0
 CP2090'FEET SOUTH OF A BARBED WIRE FENCE, 70.5 FEET SOUTHWEST OF A FIRE PLUG.
 CP2090'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND. A STEEL
 CP2090'WITNESS POST IS SET 1.5 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2091 ***********************************************************************
 CP2091  DESIGNATION -  B 4708
 CP2091  PID         -  CP2091
 CP2091  STATE/COUNTY-  LA/RICHLAND
 CP2091  USGS QUAD   -  MANGHAM (1982)
 CP2091
 CP2091                         *CURRENT SURVEY CONTROL
 CP2091  ___________________________________________________________________
 CP2091* NAD 83(1986)-  32 18 34.     (N)    091 47 07.     (W)     SCALED    
 CP2091* NAVD 88     -        22.58   (+/-2cm)      74.1    (feet)  VERTCON   
 CP2091  ___________________________________________________________________
 CP2091  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2091
 CP2091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2091
 CP2091.The horizontal coordinates were scaled from a topographic map and have
 CP2091.an estimated accuracy of +/- 6 seconds.
 CP2091
 CP2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2091.The vertical order pertains to the NGVD 29 superseded value.
 CP2091
 CP2091.The geoid height was determined by GEOID03.
 CP2091
 CP2091;                    North         East    Units  Estimated Accuracy
 CP2091;SPC LA N     -   200,850.    1,067,300.      MT  (+/- 180 meters Scaled)
 CP2091
 CP2091                          SUPERSEDED SURVEY CONTROL
 CP2091
 CP2091  NGVD 29 (??/??/92)   22.603  (m)           74.16   (f) ADJ UNCH    2 0
 CP2091
 CP2091.Superseded values are not recommended for survey control.
 CP2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2091.See file dsdata.txt to determine how the superseded data were derived.
 CP2091
 CP2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR143753(NAD 83)
 CP2091_MARKER: DB = BENCH MARK DISK
 CP2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2091_STAMPING: B 4708
 CP2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2091+STABILITY: SURFACE MOTION
 CP2091
 CP2091  HISTORY     - Date     Condition        Report By
 CP2091  HISTORY     - UNK      MONUMENTED       LAGS
 CP2091  HISTORY     - 1970     GOOD             LADTD
 CP2091
 CP2091                          STATION DESCRIPTION
 CP2091
 CP2091'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2091'0.05 MI E FROM MANGHAM.
 CP2091'ABOUT 0.05 MILE EAST OF THE MAIN ENTRANCE TO MANGHAM HIGH SCHOOL ALONG
 CP2091'LOUISIANA HIGHWAY 132.  IT IS 39.0 FEET NORTH OF THE CENTERLINE OF
 CP2091'LOUISIANA HIGHWAY 132, 2.5 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 CP2091'SIDE WALK, 18.0 FEET WEST OF THE CENTERLINE OF A BLACKTOP STREET, 26.0
 CP2091'FEET SOUTHWEST OF A 30 INCH DIAMETER PECAN TREE, 48.5 FEET WEST OF A
 CP2091'POWER POLE, 5.0 FEET NORTH OF A FIRE PLUG.  SET IN TOP OF A CONCRETE
 CP2091'POST PROJECTING ONE INCH ABOVE GROUND.  A STEEL WITNESS POST IS SET
 CP2091'1.5 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0946 ***********************************************************************
 CQ0946  DESIGNATION -  B 49
 CQ0946  PID         -  CQ0946
 CQ0946  STATE/COUNTY-  LA/WINN
 CQ0946  USGS QUAD   -  DODSON (1985)
 CQ0946
 CQ0946                         *CURRENT SURVEY CONTROL
 CQ0946  ___________________________________________________________________
 CQ0946* NAD 83(1986)-  32 01 12.     (N)    092 39 25.     (W)     SCALED    
 CQ0946* NAVD 88     -        50.90   (+/-2cm)     167.0    (feet)  VERTCON   
 CQ0946  ___________________________________________________________________
 CQ0946  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0946
 CQ0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0946
 CQ0946.The horizontal coordinates were scaled from a topographic map and have
 CQ0946.an estimated accuracy of +/- 6 seconds.
 CQ0946
 CQ0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0946.The vertical order pertains to the NGVD 29 superseded value.
 CQ0946
 CQ0946.The geoid height was determined by GEOID03.
 CQ0946
 CQ0946;                    North         East    Units  Estimated Accuracy
 CQ0946;SPC LA N     -   168,540.      985,170.      MT  (+/- 180 meters Scaled)
 CQ0946
 CQ0946                          SUPERSEDED SURVEY CONTROL
 CQ0946
 CQ0946  NGVD 29 (??/??/??)   50.932  (m)          167.10   (f) ADJUSTED    2 0
 CQ0946
 CQ0946.Superseded values are not recommended for survey control.
 CQ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0946.See file dsdata.txt to determine how the superseded data were derived.
 CQ0946
 CQ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR323427(NAD 83)
 CQ0946_MARKER: DB = BENCH MARK DISK
 CQ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0946_STAMPING: B 49 1934
 CQ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0946+STABILITY: SURFACE MOTION
 CQ0946
 CQ0946  HISTORY     - Date     Condition        Report By
 CQ0946  HISTORY     - 1934     MONUMENTED       CGS
 CQ0946  HISTORY     - 1935     GOOD             CGS
 CQ0946  HISTORY     - 1943     GOOD             CGS
 CQ0946  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0946
 CQ0946                          STATION DESCRIPTION
 CQ0946
 CQ0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0946'1.5 MI N FROM TANNEHILL.
 CQ0946'1.5 MILES NORTH OF AND ALONG THE C. R.I. AND P. R.R. ABOUT 60 YARDS
 CQ0946'N.W. OF MILE POLE 192/25.  115 YARDS SOUTH OF R.R. BRIDGE 192.6.  40
 CQ0946'FEET WEST OF CENTER OF TRACK.  AND 35 FEET EAST OF CENTER OF U.S.
 CQ0946'HIGHWAY 167.
 CQ0946
 CQ0946                          STATION RECOVERY (1943)
 CQ0946
 CQ0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CQ0946'RECOVERED IN GOOD CONDITION.
 CQ0946
 CQ0946                          STATION RECOVERY (1982)
 CQ0946
 CQ0946'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8250 ***********************************************************************
 AC8250  DESIGNATION -  B 4975 RESET
 AC8250  PID         -  AC8250
 AC8250  STATE/COUNTY-  LA/EAST FELICIANA
 AC8250  USGS QUAD   -  CLINTON (1994)
 AC8250
 AC8250                         *CURRENT SURVEY CONTROL
 AC8250  ___________________________________________________________________
 AC8250* NAD 83(1986)-  30 50 50.     (N)    091 06 10.     (W)     SCALED    
 AC8250* NAVD 88     -        76.21   (meters)     250.0    (feet)  RESET     
 AC8250  ___________________________________________________________________
 AC8250  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AC8250
 AC8250  VERT ORDER  -  THIRD
 AC8250
 AC8250.The horizontal coordinates were scaled from a topographic map and have
 AC8250.an estimated accuracy of +/- 6 seconds.
 AC8250
 AC8250.The orthometric height was computed from unverified reset data.
 AC8250
 AC8250.The geoid height was determined by GEOID03.
 AC8250
 AC8250;                    North         East    Units  Estimated Accuracy
 AC8250;SPC LA S     -   260,210.    1,022,060.      MT  (+/- 180 meters Scaled)
 AC8250
 AC8250                          SUPERSEDED SURVEY CONTROL
 AC8250
 AC8250.No superseded survey control is available for this station.
 AC8250
 AC8250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ814142(NAD 83)
 AC8250_MARKER: DD = SURVEY DISK
 AC8250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8250_STAMPING: B 4975 RESET 1993
 AC8250_MARK LOGO: LAGS  
 AC8250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8250+STABILITY: SURFACE MOTION
 AC8250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8250+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC8250
 AC8250  HISTORY     - Date     Condition        Report By
 AC8250  HISTORY     - 1993     MONUMENTED       LADTD
 AC8250
 AC8250                          STATION DESCRIPTION
 AC8250
 AC8250'DESCRIBED BY LA TRANSP AND DEV 1993 (SLC)
 AC8250'THE STATION IS LOCATED 1.35 MI (2.17 KM) EAST OF MCMANUS AND 5.5 MI
 AC8250'(8.9 KM) WEST OF CLINTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8250'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AC8250'OF STATE HIGHWAYS 10 AND 19 IN MCMANUS GO EAST FOR 1.35 MI (2.17 KM)
 AC8250'ON HIGHWAY 10 TO THE STATION ON THE RIGHT OR TO REACH THE STATION FROM
 AC8250'THE COURTHOUSE IN CLINTON GO WEST FOR 5.5 MI (8.9 KM) ON HIGHWAY 10 TO
 AC8250'THE STATION ON THE LEFT. THE STATION IS 90.5 FT (27.6 M)
 AC8250'NORTH-NORTHEAST FROM POWER POLE NUMBER 344-126, 78.5 FT (23.9 M)
 AC8250'NORTHEAST FROM A TELEPHONE JUNCTION BOX, 68.5 FT (20.9 M)
 AC8250'WEST-SOUTHWEST FROM POWER POLE NUMBER 344-127, 66.5 FT (20.3 M)
 AC8250'SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 2.0 FT (0.6 M) NORTHEAST
 AC8250'FROM A METAL WITNESS POST WITH A SIGH ATTACHED, FLUSH WITH THE GROUND
 AC8250'SURFACE AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3437 ***********************************************************************
 BJ3437  DESIGNATION -  B 4977 LAGS
 BJ3437  PID         -  BJ3437
 BJ3437  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3437  USGS QUAD   -  CLINTON (1994)
 BJ3437
 BJ3437                         *CURRENT SURVEY CONTROL
 BJ3437  ___________________________________________________________________
 BJ3437* NAD 83(1986)-  30 51 14.     (N)    091 05 22.     (W)     SCALED    
 BJ3437* NAVD 88     -        82.110  (meters)     269.39   (feet)  ADJUSTED  
 BJ3437  ___________________________________________________________________
 BJ3437  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3437  DYNAMIC HT  -          82.003 (meters)     269.04  (feet)  COMP
 BJ3437  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3437
 BJ3437  VERT ORDER  -  SECOND    CLASS I
 BJ3437
 BJ3437.The horizontal coordinates were scaled from a topographic map and have
 BJ3437.an estimated accuracy of +/- 6 seconds.
 BJ3437
 BJ3437.The orthometric height was determined by differential leveling
 BJ3437.and adjusted by the National Geodetic Survey in February 1994..
 BJ3437
 BJ3437.The geoid height was determined by GEOID03.
 BJ3437
 BJ3437.The dynamic height is computed by dividing the NAVD 88
 BJ3437.geopotential number by the normal gravity value computed on the
 BJ3437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3437.degrees latitude (g = 980.6199 gals.).
 BJ3437
 BJ3437.The modeled gravity was interpolated from observed gravity values.
 BJ3437
 BJ3437;                    North         East    Units  Estimated Accuracy
 BJ3437;SPC LA S     -   260,950.    1,023,330.      MT  (+/- 180 meters Scaled)
 BJ3437
 BJ3437                          SUPERSEDED SURVEY CONTROL
 BJ3437
 BJ3437.No superseded survey control is available for this station.
 BJ3437
 BJ3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ826149(NAD 83)
 BJ3437_MARKER: DB = BENCH MARK DISK
 BJ3437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3437_SP_SET: CONCRETE POST
 BJ3437_STAMPING: B 4977
 BJ3437_MARK LOGO: LAGS  
 BJ3437_PROJECTION: FLUSH
 BJ3437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3437+STABILITY: SURFACE MOTION
 BJ3437
 BJ3437  HISTORY     - Date     Condition        Report By
 BJ3437  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3437  HISTORY     - 1984     GOOD             LADTD
 BJ3437
 BJ3437                          STATION DESCRIPTION
 BJ3437
 BJ3437'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3437'4 KM (2.5 MI) NE FROM MCMANUS.
 BJ3437'ABOUT 7.2 KM (4.5 MILES) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3437'IN CLINTON TO THE BENCH MARK ON THE RIGHT IN FRONT OF AN ALUMIUM
 BJ3437'SIDING HOUSE, 14.6 METERS (48 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST
 BJ3437'CORNER OF THE HOUSE, 13.7 METERS (45 FEET) NORTH-NORTHWEST OF THE
 BJ3437'CENTER OF HIGHWAY 10, 8.2 METERS (27 FEET) EAST-SOUTHEAST OF WEST END
 BJ3437'OF CEMENT CULVERT UNDER DRIVE INTO HOUSE, 7 METERS (23 FEET)
 BJ3437'WEST-SOUTHWEST OF THE CENTER OF THE DRIVE, 2.4 METERS (8 FEET)
 BJ3437'EAST-NORTHEAST OF A 11-INCH PINE TREE, 1.2 METERS (4 FEET)
 BJ3437'SOUTH-SOUTHEAST OF A CHAIN LINK FENCE.
 BJ3437'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3437'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3446 ***********************************************************************
 BJ3446  DESIGNATION -  B 4996 LAGS RESET 1980
 BJ3446  PID         -  BJ3446
 BJ3446  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3446  USGS QUAD   -  CLINTON (1994)
 BJ3446
 BJ3446                         *CURRENT SURVEY CONTROL
 BJ3446  ___________________________________________________________________
 BJ3446* NAD 83(1986)-  30 51 50.     (N)    091 00 55.     (W)     SCALED    
 BJ3446* NAVD 88     -        67.044  (meters)     219.96   (feet)  ADJUSTED  
 BJ3446  ___________________________________________________________________
 BJ3446  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3446  DYNAMIC HT  -          66.957 (meters)     219.67  (feet)  COMP
 BJ3446  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3446
 BJ3446  VERT ORDER  -  SECOND    CLASS I
 BJ3446
 BJ3446.The horizontal coordinates were scaled from a topographic map and have
 BJ3446.an estimated accuracy of +/- 6 seconds.
 BJ3446
 BJ3446.The orthometric height was determined by differential leveling
 BJ3446.and adjusted by the National Geodetic Survey in February 1994..
 BJ3446
 BJ3446.The geoid height was determined by GEOID03.
 BJ3446
 BJ3446.The dynamic height is computed by dividing the NAVD 88
 BJ3446.geopotential number by the normal gravity value computed on the
 BJ3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3446.degrees latitude (g = 980.6199 gals.).
 BJ3446
 BJ3446.The modeled gravity was interpolated from observed gravity values.
 BJ3446
 BJ3446;                    North         East    Units  Estimated Accuracy
 BJ3446;SPC LA S     -   262,080.    1,030,420.      MT  (+/- 180 meters Scaled)
 BJ3446
 BJ3446                          SUPERSEDED SURVEY CONTROL
 BJ3446
 BJ3446.No superseded survey control is available for this station.
 BJ3446
 BJ3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ897162(NAD 83)
 BJ3446_MARKER: DB = BENCH MARK DISK
 BJ3446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3446_SP_SET: CONCRETE POST
 BJ3446_STAMPING: B 4996 RESET 1980
 BJ3446_MARK LOGO: LAGS  
 BJ3446_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3446+STABILITY: SURFACE MOTION
 BJ3446
 BJ3446  HISTORY     - Date     Condition        Report By
 BJ3446  HISTORY     - 1980     MONUMENTED       LAGS
 BJ3446  HISTORY     - 1984     GOOD             LADTD
 BJ3446
 BJ3446                          STATION DESCRIPTION
 BJ3446
 BJ3446'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3446'IN CLINTON.
 BJ3446'IN CLINTON, ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67
 BJ3446'FROM THE COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS,
 BJ3446'THENCE SOUTH ON HIGHWAY 67 FOR ABOUT 0.3 KM (0.2 MILE) TO THE BENCH
 BJ3446'MARK SET ON THE LEFT NEAR A CEDAR TREE, 13.3 METERS (43.5 FEET)
 BJ3446'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 13.1 METERS (43
 BJ3446'FEET) NORTH-NORTHWEST OF THE NORTH EDGE OF SIDEWALK LEADING INTO
 BJ3446'ENTRANCE OF FRAME HOUSE, 9.9 METERS (32.5 FEET) EAST OF THE RETAINING
 BJ3446'WALL AT THE EDGE OF STREET, 9.3 METERS (30.5 FEET) SOUTHEAST OF A
 BJ3446'TELEPHONE POLE.
 BJ3446'THE MARK IS 2.90 METERS  E FROM  THE 24-INCH CEDAR TREE
 BJ3446'THE MARK IS 3.05 M ABOVE HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0560 ***********************************************************************
 CQ0560  DESIGNATION -  B 50
 CQ0560  PID         -  CQ0560
 CQ0560  STATE/COUNTY-  LA/WINN
 CQ0560  USGS QUAD   -  WOMACK (1989)
 CQ0560
 CQ0560                         *CURRENT SURVEY CONTROL
 CQ0560  ___________________________________________________________________
 CQ0560* NAD 83(1986)-  32 09 19.     (N)    092 28 56.     (W)     SCALED    
 CQ0560* NAVD 88     -        59.34   (+/-2cm)     194.7    (feet)  VERTCON   
 CQ0560  ___________________________________________________________________
 CQ0560  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0560
 CQ0560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0560
 CQ0560.The horizontal coordinates were scaled from a topographic map and have
 CQ0560.an estimated accuracy of +/- 6 seconds.
 CQ0560
 CQ0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0560.The vertical order pertains to the NGVD 29 superseded value.
 CQ0560
 CQ0560.The geoid height was determined by GEOID03.
 CQ0560
 CQ0560;                    North         East    Units  Estimated Accuracy
 CQ0560;SPC LA N     -   183,530.    1,001,680.      MT  (+/- 180 meters Scaled)
 CQ0560
 CQ0560                          SUPERSEDED SURVEY CONTROL
 CQ0560
 CQ0560  NGVD 29 (??/??/??)   59.376  (m)          194.80   (f) ADJUSTED    2 0
 CQ0560
 CQ0560.Superseded values are not recommended for survey control.
 CQ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0560.See file dsdata.txt to determine how the superseded data were derived.
 CQ0560
 CQ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR488577(NAD 83)
 CQ0560_MARKER: DB = BENCH MARK DISK
 CQ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0560_STAMPING: B 50 1935
 CQ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0560+STABILITY: SURFACE MOTION
 CQ0560
 CQ0560  HISTORY     - Date     Condition        Report By
 CQ0560  HISTORY     - 1935     MONUMENTED       CGS
 CQ0560
 CQ0560                          STATION DESCRIPTION
 CQ0560
 CQ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0560'5.2 MI N FROM SIKES.
 CQ0560'5.2 MILES NORTH ALONG THE TREMONT AND GULF RAILWAY FROM SIKES, WINN
 CQ0560'PARISH, ABOUT 100 YARDS NORTHWEST OF MILEPOST 28, AT A DIM-ROAD
 CQ0560'CROSSING, 26 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 20
 CQ0560'FEET SOUTHWEST OF A FENCE LINE.  A STANDARD DISK, STAMPED B 50 1935
 CQ0560'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1309 ***********************************************************************
 BK1309  DESIGNATION -  B 51
 BK1309  PID         -  BK1309
 BK1309  STATE/COUNTY-  LA/ALLEN
 BK1309  USGS QUAD   -  REEVES (1986)
 BK1309
 BK1309                         *CURRENT SURVEY CONTROL
 BK1309  ___________________________________________________________________
 BK1309* NAD 83(1986)-  30 31 06.     (N)    093 01 07.     (W)     SCALED    
 BK1309* NAVD 88     -        13.71   (+/-2cm)      45.0    (feet)  VERTCON   
 BK1309  ___________________________________________________________________
 BK1309  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1309
 BK1309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1309
 BK1309.The horizontal coordinates were scaled from a topographic map and have
 BK1309.an estimated accuracy of +/- 6 seconds.
 BK1309
 BK1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1309.The vertical order pertains to the NGVD 29 superseded value.
 BK1309
 BK1309.The geoid height was determined by GEOID03.
 BK1309
 BK1309;                    North         East    Units  Estimated Accuracy
 BK1309;SPC LA S     -   224,910.      838,260.      MT  (+/- 180 meters Scaled)
 BK1309
 BK1309                          SUPERSEDED SURVEY CONTROL
 BK1309
 BK1309  NGVD 29 (??/??/??)   13.670  (m)           44.85   (f) ADJUSTED    2 0
 BK1309
 BK1309.Superseded values are not recommended for survey control.
 BK1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1309.See file dsdata.txt to determine how the superseded data were derived.
 BK1309
 BK1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP982762(NAD 83)
 BK1309_MARKER: DB = BENCH MARK DISK
 BK1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1309_SP_SET: FOOTING
 BK1309_STAMPING: B 51 1935
 BK1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1309
 BK1309  HISTORY     - Date     Condition        Report By
 BK1309  HISTORY     - 1935     MONUMENTED       CGS
 BK1309
 BK1309                          STATION DESCRIPTION
 BK1309
 BK1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1309'1.8 MI E FROM REEVES.
 BK1309'1.8 MI E OF AND ALONG THE M P R R 0.05 MILE E OF MILEPOST 534.  DISK
 BK1309'SET HORIZONTALLY IN SE CORNER OF FOOTING OF SIGNAL TOWER 5341.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0624 ***********************************************************************
 BX0624  DESIGNATION -  B 524 RESET
 BX0624  PID         -  BX0624
 BX0624  STATE/COUNTY-  LA/RAPIDES
 BX0624  USGS QUAD   -  LIBUSE (1993)
 BX0624
 BX0624                         *CURRENT SURVEY CONTROL
 BX0624  ___________________________________________________________________
 BX0624* NAD 83(1986)-  31 21 26.     (N)    092 19 38.     (W)     SCALED    
 BX0624* NAVD 88     -        46.12   (+/-2cm)     151.3    (feet)  VERTCON   
 BX0624  ___________________________________________________________________
 BX0624  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX0624
 BX0624  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX0624
 BX0624.The horizontal coordinates were scaled from a topographic map and have
 BX0624.an estimated accuracy of +/- 6 seconds.
 BX0624
 BX0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0624.The vertical order pertains to the NGVD 29 superseded value.
 BX0624
 BX0624.The geoid height was determined by GEOID03.
 BX0624
 BX0624;                    North         East    Units  Estimated Accuracy
 BX0624;SPC LA N     -    95,060.    1,016,440.      MT  (+/- 180 meters Scaled)
 BX0624
 BX0624                          SUPERSEDED SURVEY CONTROL
 BX0624
 BX0624  NGVD 29 (12/01/98)   46.103  (m)          151.26   (f) ADJUSTED    2 1
 BX0624
 BX0624.Superseded values are not recommended for survey control.
 BX0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0624.See file dsdata.txt to determine how the superseded data were derived.
 BX0624
 BX0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ639693(NAD 83)
 BX0624_MARKER: DD = SURVEY DISK
 BX0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0624_STAMPING: B 524 RESET 1971
 BX0624_MARK LOGO: LAGS  
 BX0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0624+STABILITY: SURFACE MOTION
 BX0624
 BX0624  HISTORY     - Date     Condition        Report By
 BX0624  HISTORY     - 1971     MONUMENTED       NGS
 BX0624  HISTORY     - 19930928 GOOD             LADTD
 BX0624
 BX0624                          STATION DESCRIPTION
 BX0624
 BX0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0624'0.5 MI NE FROM LIBUSE.
 BX0624'LOCATED ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0624'OFFICE IN LIBUSE AT A ROAD LEADING NORTH AND IN THE NORTHEAST ANGLE OF
 BX0624'THE INTERSECTION.  IT IS 85 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 BX0624'28, 68 FEET EAST OF THE CENTER OF THE ROAD LEADING NORTH, 10 FEET EAST
 BX0624'OF A POWER POLE, 57 FEET ESE OF THE EAST END OF A CATTLE GUARD, 1 FOOT
 BX0624'SOUTH OF A FENCE LINE AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A
 BX0624'LOUISIANA GEODETIC SURVEY DISK STAMPED B 524 RESET 1971, SET IN AN
 BX0624'8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 BX0624
 BX0624                          STATION RECOVERY (1993)
 BX0624
 BX0624'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0624'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF HOLLOWAY AND
 BX0624'0.5 MI (0.8 KM) NORTHEAST OF LIBUSE.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX0624'OF TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION FROM THE POST
 BX0624'OFFICE IN LIBUSE GO EAST FOR 0.75 MI (1.21 KM) ON STATE HIGHWAY 28 TO
 BX0624'THE STATION SET ON THE LEFT AT THE JUNCTION WITH LIBUSE CUTOFF ROAD.
 BX0624'THE STATION IS 83.0 FT (25.3 M) NORTH-NORTHWEST FROM THE CENTER OF
 BX0624'HIGHWAY 28, 80.0 FT (24.4 M) EAST-NORTHEAST FROM THE CENTER OF LIBUSE
 BX0624'CUTOFF ROAD, 11.0 FT (3.4 M) EAST FROM A POWER POLE NUMBER 84
 BX0624'05388-25114, 8.5 FT (2.6 M) EAST FROM A RIGHT-OF-WAY MARKER, 1.0 FT
 BX0624'(0.3 M) WEST FROM A TELEPHONE POLE NUMBER 55, FLUSH WITH THE GROUND
 BX0624'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0625 ***********************************************************************
 BX0625  DESIGNATION -  B 525 LAGS
 BX0625  PID         -  BX0625
 BX0625  STATE/COUNTY-  LA/RAPIDES
 BX0625  USGS QUAD   -  LIBUSE (1993)
 BX0625
 BX0625                         *CURRENT SURVEY CONTROL
 BX0625  ___________________________________________________________________
 BX0625* NAD 83(1986)-  31 21 47.     (N)    092 19 33.     (W)     SCALED    
 BX0625* NAVD 88     -        47.96   (+/-2cm)     157.3    (feet)  VERTCON   
 BX0625  ___________________________________________________________________
 BX0625  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX0625
 BX0625  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0625
 BX0625.The horizontal coordinates were scaled from a topographic map and have
 BX0625.an estimated accuracy of +/- 6 seconds.
 BX0625
 BX0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0625.The vertical order pertains to the NGVD 29 superseded value.
 BX0625
 BX0625.The geoid height was determined by GEOID03.
 BX0625
 BX0625;                    North         East    Units  Estimated Accuracy
 BX0625;SPC LA N     -    95,710.    1,016,570.      MT  (+/- 180 meters Scaled)
 BX0625
 BX0625                          SUPERSEDED SURVEY CONTROL
 BX0625
 BX0625  NGVD 29 (??/??/??)   47.938  (m)          157.28   (f) ADJUSTED    1 2
 BX0625
 BX0625.Superseded values are not recommended for survey control.
 BX0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0625.See file dsdata.txt to determine how the superseded data were derived.
 BX0625
 BX0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ641700(NAD 83)
 BX0625_MARKER: N = NAIL
 BX0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0625+STABILITY: SURFACE MOTION
 BX0625
 BX0625  HISTORY     - Date     Condition        Report By
 BX0625  HISTORY     - UNK      MONUMENTED       LAGS
 BX0625  HISTORY     - 1966     GOOD             CGS
 BX0625  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0625
 BX0625                          STATION DESCRIPTION
 BX0625
 BX0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0625'0.95 MI NE FROM LIBUSE.
 BX0625'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0625'AT LIBUSE, THENCE 0.45 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION
 BX0625'45, T 5 N, R 1 E, ON THE PROPERTY OF MR. MORRIS HARWELL, 200 FEET
 BX0625'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 77 FEET WEST OF
 BX0625'THE CENTER LINE OF THE ROAD, IN A BARNYARD WHICH IS SURROUNDED BY A
 BX0625'BOARD FENCE, 51 FEET WEST OF A BOARD FENCE, 39 FEET SOUTH OF A BOARD
 BX0625'FENCE, 88 FEET NORTHEAST OF A LIGHT POLE, 5 1/2 FEET NORTH OF A
 BX0625'10-INCH PINE TREE, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A
 BX0625'MONEL-METAL NAIL SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BX0625'ABOVE THE GROUND.
 BX0625
 BX0625                          STATION RECOVERY (1999)
 BX0625
 BX0625'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0629 ***********************************************************************
 BX0629  DESIGNATION -  B 530 LAGS
 BX0629  PID         -  BX0629
 BX0629  STATE/COUNTY-  LA/RAPIDES
 BX0629  USGS QUAD   -  GREEN GABLES (1993)
 BX0629
 BX0629                         *CURRENT SURVEY CONTROL
 BX0629  ___________________________________________________________________
 BX0629* NAD 83(1986)-  31 22 54.     (N)    092 19 53.     (W)     SCALED    
 BX0629* NAVD 88     -        31.46   (+/-2cm)     103.2    (feet)  VERTCON   
 BX0629  ___________________________________________________________________
 BX0629  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX0629
 BX0629  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0629
 BX0629.The horizontal coordinates were scaled from a topographic map and have
 BX0629.an estimated accuracy of +/- 6 seconds.
 BX0629
 BX0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0629.The vertical order pertains to the NGVD 29 superseded value.
 BX0629
 BX0629.The geoid height was determined by GEOID03.
 BX0629
 BX0629;                    North         East    Units  Estimated Accuracy
 BX0629;SPC LA N     -    97,770.    1,016,040.      MT  (+/- 180 meters Scaled)
 BX0629
 BX0629                          SUPERSEDED SURVEY CONTROL
 BX0629
 BX0629  NGVD 29 (??/??/??)   31.444  (m)          103.16   (f) ADJUSTED    1 2
 BX0629
 BX0629.Superseded values are not recommended for survey control.
 BX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0629.See file dsdata.txt to determine how the superseded data were derived.
 BX0629
 BX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ635720(NAD 83)
 BX0629_MARKER: N = NAIL
 BX0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0629+STABILITY: SURFACE MOTION
 BX0629
 BX0629  HISTORY     - Date     Condition        Report By
 BX0629  HISTORY     - UNK      MONUMENTED       LAGS
 BX0629  HISTORY     - 1966     GOOD             CGS
 BX0629  HISTORY     - 1971     GOOD             USGS
 BX0629
 BX0629                          STATION DESCRIPTION
 BX0629
 BX0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0629'2.9 MI NE FROM LIBUSE.
 BX0629'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0629'AT LIBUSE, THENCE 2.4 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 BX0629'26, T 5 N, R 1 E, 0.3 MILE SOUTHEAST OF A JUNCTION OF THE GRAVELED
 BX0629'ROAD AND STATE HIGHWAY 116, ON THE CREST OF A SLIGHT RISE, 92 1/2 FEET
 BX0629'EAST OF THE EAST CORNER OF A BRICK HOUSE, 21 FEET SOUTHWEST OF THE
 BX0629'CENTER LINE OF THE ROAD, 49 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 BX0629'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, A MONEL-METAL NAIL SET IN
 BX0629'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BX0629
 BX0629                          STATION RECOVERY (1971)
 BX0629
 BX0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BX0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0683 ***********************************************************************
 BX0683  DESIGNATION -  B 543 LAGS
 BX0683  PID         -  BX0683
 BX0683  STATE/COUNTY-  LA/RAPIDES
 BX0683  USGS QUAD   -  BALL (1993)
 BX0683
 BX0683                         *CURRENT SURVEY CONTROL
 BX0683  ___________________________________________________________________
 BX0683* NAD 83(1986)-  31 23 16.     (N)    092 25 32.     (W)     SCALED    
 BX0683* NAVD 88     -        51.77   (+/-2cm)     169.8    (feet)  VERTCON   
 BX0683  ___________________________________________________________________
 BX0683  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX0683
 BX0683  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0683
 BX0683.The horizontal coordinates were scaled from a topographic map and have
 BX0683.an estimated accuracy of +/- 6 seconds.
 BX0683
 BX0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0683.The vertical order pertains to the NGVD 29 superseded value.
 BX0683
 BX0683.The geoid height was determined by GEOID03.
 BX0683
 BX0683;                    North         East    Units  Estimated Accuracy
 BX0683;SPC LA N     -    98,440.    1,007,080.      MT  (+/- 180 meters Scaled)
 BX0683
 BX0683                          SUPERSEDED SURVEY CONTROL
 BX0683
 BX0683  NGVD 29 (??/??/??)   51.757  (m)          169.81   (f) ADJUSTED    1 2
 BX0683
 BX0683.Superseded values are not recommended for survey control.
 BX0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0683.See file dsdata.txt to determine how the superseded data were derived.
 BX0683
 BX0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ546727(NAD 83)
 BX0683_MARKER: DD = SURVEY DISK
 BX0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0683_STAMPING: B 543
 BX0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0683+STABILITY: SURFACE MOTION
 BX0683
 BX0683  HISTORY     - Date     Condition        Report By
 BX0683  HISTORY     - UNK      MONUMENTED       LAGS
 BX0683  HISTORY     - 1966     GOOD             CGS
 BX0683  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0683
 BX0683                          STATION DESCRIPTION
 BX0683
 BX0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0683'IN TIOGA.
 BX0683'AT TIOGA, ABOUT 108 YARDS NORTH OF THE HIGH SCHOOL, ABOUT 116 YARDS
 BX0683'WEST OF THE CENTER LINE OF STATE HIGHWAY 623 AT A SHARP CURVE, 72 FEET
 BX0683'NORTH AND ACROSS A GRAVELED DEAD END ROAD FROM THE NORTHWEST CORNER OF
 BX0683'THE SEVENTH GRADE ROOM AT THE JUNIOR HIGH SCHOOL, 13 FEET NORTH OF THE
 BX0683'CENTER LINE OF A GRAVELED ROAD, 9 FEET WEST OF A POWER POLE BRACED BY
 BX0683'A GUY WIRE, 5.0 FEET SOUTHEAST OF A 13-INCH OAK TREE BEARING A WITNESS
 BX0683'SHIELD, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 BX0683'OF A CONCRETE POST PROJECTING 3 INCHES.
 BX0683
 BX0683                          STATION RECOVERY (1999)
 BX0683
 BX0683'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3539 ***********************************************************************
 BJ3539  DESIGNATION -  B 5654 LAGS
 BJ3539  PID         -  BJ3539
 BJ3539  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3539  USGS QUAD   -  WILMER (1983)
 BJ3539
 BJ3539                         *CURRENT SURVEY CONTROL
 BJ3539  ___________________________________________________________________
 BJ3539* NAD 83(1986)-  30 48 50.     (N)    090 20 13.     (W)     SCALED    
 BJ3539* NAVD 88     -        75.906  (meters)     249.03   (feet)  ADJUSTED  
 BJ3539  ___________________________________________________________________
 BJ3539  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3539  DYNAMIC HT  -          75.808 (meters)     248.71  (feet)  COMP
 BJ3539  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ3539
 BJ3539  VERT ORDER  -  SECOND    CLASS I
 BJ3539
 BJ3539.The horizontal coordinates were scaled from a topographic map and have
 BJ3539.an estimated accuracy of +/- 6 seconds.
 BJ3539
 BJ3539.The orthometric height was determined by differential leveling
 BJ3539.and adjusted by the National Geodetic Survey in February 1994..
 BJ3539
 BJ3539.The geoid height was determined by GEOID03.
 BJ3539
 BJ3539.The dynamic height is computed by dividing the NAVD 88
 BJ3539.geopotential number by the normal gravity value computed on the
 BJ3539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3539.degrees latitude (g = 980.6199 gals.).
 BJ3539
 BJ3539.The modeled gravity was interpolated from observed gravity values.
 BJ3539
 BJ3539;                    North         East    Units  Estimated Accuracy
 BJ3539;SPC LA S     -   256,900.    1,095,350.      MT  (+/- 180 meters Scaled)
 BJ3539
 BJ3539                          SUPERSEDED SURVEY CONTROL
 BJ3539
 BJ3539.No superseded survey control is available for this station.
 BJ3539
 BJ3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ547120(NAD 83)
 BJ3539_MARKER: DB = BENCH MARK DISK
 BJ3539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3539_SP_SET: CONCRETE POST
 BJ3539_STAMPING: B 5654
 BJ3539_MARK LOGO: LAGS  
 BJ3539_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3539+STABILITY: SURFACE MOTION
 BJ3539
 BJ3539  HISTORY     - Date     Condition        Report By
 BJ3539  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3539  HISTORY     - 1984     GOOD             LADTD
 BJ3539  HISTORY     - 20060413 MARK NOT FOUND   NGS
 BJ3539
 BJ3539                          STATION DESCRIPTION
 BJ3539
 BJ3539'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3539'23.5 KM (14.6 MI) EAST FROM FLUKER.
 BJ3539'ABOUT 5.6 KM (3.5 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51
 BJ3539'FROM THE POST OFFICE IN FLUKER TO THE JUNCTION OF HIGHWAY 10 EAST,
 BJ3539'THENCE EAST (LEFT) ON HIGHWAY 10 FOR 17.9 KM (11.1 MI) TO THE BENCH
 BJ3539'MARK ON THE RIGHT ACROSS THE HIGHWAY FROM MR LEO EDWARDS RESIDENT,
 BJ3539'9.1 METERS (30 FT) SOUTH OF THE CENTER OF HIGHWAY 10, 3.2 METERS
 BJ3539'(10.5 FT) NORTHWEST OF A RIGHT-OF-WAY MARKER, AND 2 METERS (6.5 FT)
 BJ3539'NORTH OF A FENCE.
 BJ3539'THE MARK IS 1.22 METERS  N FROM A WITNESS POST.
 BJ3539'THE MARK IS 0.30 M ABOVE HIGHWAY 10.
 BJ3539
 BJ3539                          STATION RECOVERY (2006)
 BJ3539
 BJ3539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3539'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1089 ***********************************************************************
 CQ1089  DESIGNATION -  B 57
 CQ1089  PID         -  CQ1089
 CQ1089  STATE/COUNTY-  LA/UNION
 CQ1089  USGS QUAD   -  LILLIE (1985)
 CQ1089
 CQ1089                         *CURRENT SURVEY CONTROL
 CQ1089  ___________________________________________________________________
 CQ1089* NAD 83(1986)-  32 59 42.     (N)    092 41 55.     (W)     SCALED    
 CQ1089* NAVD 88     -        41.050  (meters)     134.68   (feet)  ADJUSTED  
 CQ1089  ___________________________________________________________________
 CQ1089  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1089  DYNAMIC HT  -          41.005 (meters)     134.53  (feet)  COMP
 CQ1089  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 CQ1089
 CQ1089  VERT ORDER  -  SECOND    CLASS 0
 CQ1089
 CQ1089.The horizontal coordinates were scaled from a topographic map and have
 CQ1089.an estimated accuracy of +/- 6 seconds.
 CQ1089
 CQ1089.The orthometric height was determined by differential leveling
 CQ1089.and adjusted by the National Geodetic Survey in June 1991..
 CQ1089
 CQ1089.The geoid height was determined by GEOID03.
 CQ1089
 CQ1089.The dynamic height is computed by dividing the NAVD 88
 CQ1089.geopotential number by the normal gravity value computed on the
 CQ1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1089.degrees latitude (g = 980.6199 gals.).
 CQ1089
 CQ1089.The modeled gravity was interpolated from observed gravity values.
 CQ1089
 CQ1089;                    North         East    Units  Estimated Accuracy
 CQ1089;SPC LA N     -   276,670.      981,440.      MT  (+/- 180 meters Scaled)
 CQ1089
 CQ1089                          SUPERSEDED SURVEY CONTROL
 CQ1089
 CQ1089  NGVD 29 (??/??/??)   41.164  (m)          135.05   (f) ADJUSTED    2 0
 CQ1089
 CQ1089.Superseded values are not recommended for survey control.
 CQ1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1089.See file dsdata.txt to determine how the superseded data were derived.
 CQ1089
 CQ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS281507(NAD 83)
 CQ1089_MARKER: DB = BENCH MARK DISK
 CQ1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1089_STAMPING: B57 1934
 CQ1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1089+STABILITY: SURFACE MOTION
 CQ1089
 CQ1089  HISTORY     - Date     Condition        Report By
 CQ1089  HISTORY     - 1934     MONUMENTED       CGS
 CQ1089  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1089
 CQ1089                          STATION DESCRIPTION
 CQ1089
 CQ1089'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1089'1.8 MI S FROM JUNCTION CITY.
 CQ1089'IN UNION PARISH, LOUISIANA, ABOUT 1.8 MILES SOUTH ALONG THE CHICAGO,
 CQ1089'ROCK ISLAND AND PACIFIC RAILWAY FROM JUNCTION CITY, UNION COUNTY,
 CQ1089'ARKANSAS, ABOUT 189 YARDS NORTH OF THE TWENTIETH POLE SOUTH OF
 CQ1089'MILEPOST 118, AT A PRIVATE-ROAD CROSSING, 44 FEET EAST OF THE CENTER
 CQ1089'LINE OF THE TRACK, 9 FEET NORTH OF THE EAST CROSSING GATE, AND 3 FEET
 CQ1089'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 57 1934
 CQ1089'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0037 ***********************************************************************
 BK0037  DESIGNATION -  B 60
 BK0037  PID         -  BK0037
 BK0037  STATE/COUNTY-  LA/EVANGELINE
 BK0037  USGS QUAD   -  VILLE PLATTE (1983)
 BK0037
 BK0037                         *CURRENT SURVEY CONTROL
 BK0037  ___________________________________________________________________
 BK0037* NAD 83(1986)-  30 37 37.     (N)    092 17 59.     (W)     SCALED    
 BK0037* NAVD 88     -        18.99   (+/-2cm)      62.3    (feet)  VERTCON   
 BK0037  ___________________________________________________________________
 BK0037  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0037
 BK0037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0037
 BK0037.The horizontal coordinates were scaled from a topographic map and have
 BK0037.an estimated accuracy of +/- 6 seconds.
 BK0037
 BK0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0037.The vertical order pertains to the NGVD 29 superseded value.
 BK0037
 BK0037.The geoid height was determined by GEOID03.
 BK0037
 BK0037;                    North         East    Units  Estimated Accuracy
 BK0037;SPC LA S     -   236,160.      907,350.      MT  (+/- 180 meters Scaled)
 BK0037
 BK0037                          SUPERSEDED SURVEY CONTROL
 BK0037
 BK0037  NGVD 29 (??/??/??)   18.955  (m)           62.19   (f) ADJUSTED    2 0
 BK0037
 BK0037.Superseded values are not recommended for survey control.
 BK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0037.See file dsdata.txt to determine how the superseded data were derived.
 BK0037
 BK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP671884(NAD 83)
 BK0037_MARKER: DB = BENCH MARK DISK
 BK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0037_STAMPING: B 60 1935
 BK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0037+STABILITY: SURFACE MOTION
 BK0037
 BK0037  HISTORY     - Date     Condition        Report By
 BK0037  HISTORY     - 1935     MONUMENTED       CGS
 BK0037  HISTORY     - 1961     MARK NOT FOUND   CGS
 BK0037  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0037
 BK0037                          STATION DESCRIPTION
 BK0037
 BK0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0037'IN BLUE POINT.
 BK0037'AT POINT BLUE, EVANGELINE PARISH, 101 YARDS NORTH OF THE TEXAS AND
 BK0037'PACIFIC RAILWAY STATION, (NOW ABANDONED) 44 YARDS SOUTHEAST OF THE
 BK0037'NORTH END OF THE SWITCH TO A SIDETRACK, AND 46 FEET EAST OF THE
 BK0037'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B 60 1935 AND
 BK0037'SET IN THE TOP OF A CONCRETE POST.
 BK0037
 BK0037                          STATION RECOVERY (1980)
 BK0037
 BK0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4590 ***********************************************************************
 BJ4590  DESIGNATION -  B 709 LA GS 1969
 BJ4590  PID         -  BJ4590
 BJ4590  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4590  USGS QUAD   -  AMITE (1974)
 BJ4590
 BJ4590                         *CURRENT SURVEY CONTROL
 BJ4590  ___________________________________________________________________
 BJ4590* NAD 83(1992)-  30 43 35.57080(N)    090 30 38.29644(W)     ADJUSTED  
 BJ4590* NAVD 88     -        34.6    (meters)     114.     (feet)  VERTCON   
 BJ4590  ___________________________________________________________________
 BJ4590  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ4590  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4590
 BJ4590  HORZ ORDER  -  SECOND
 BJ4590
 BJ4590.The horizontal coordinates were established by classical geodetic methods
 BJ4590.and adjusted by the National Geodetic Survey in January 1993..
 BJ4590
 BJ4590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4590
 BJ4590.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4590
 BJ4590.The geoid height was determined by GEOID03.
 BJ4590
 BJ4590;                    North         East     Units Scale Factor Converg.
 BJ4590;SPC LA S     -   247,089.459 1,078,794.008   MT  1.00000575   +0 24 40.9
 BJ4590;SPC LA S     -   810,659.33  3,539,343.34   sFT  1.00000575   +0 24 40.9
 BJ4590;UTM  15      - 3,401,943.914   738,361.135   MT  1.00030093   +1 16 21.1
 BJ4590
 BJ4590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4590!SPC LA S     -   0.99999885  x   1.00000575  =   1.00000460
 BJ4590!UTM  15      -   0.99999885  x   1.00030093  =   1.00029978
 BJ4590
 BJ4590:                Primary Azimuth Mark                     Grid Az
 BJ4590:SPC LA S     -  T 1 LDH 1969                             271 38 22.6
 BJ4590:UTM  15      -  T 1 LDH 1969                             270 46 42.4
 BJ4590
 BJ4590|---------------------------------------------------------------------|
 BJ4590| PID    Reference Object                     Distance      Geod. Az  |
 BJ4590|                                                           dddmmss.s |
 BJ4590| BJ4591 T 1 LDH 1969                        APPROX. 0.8 KM 2720303.5 |
 BJ4590|---------------------------------------------------------------------|
 BJ4590
 BJ4590                          SUPERSEDED SURVEY CONTROL
 BJ4590
 BJ4590  NAD 83(1986)-  30 43 35.58464(N)    090 30 38.29331(W) AD(       ) 2
 BJ4590  NAD 27      -  30 43 34.91592(N)    090 30 37.95921(W) AD(       ) 2
 BJ4590  NGVD 29 (07/19/86)   34.6    (m)          114.     (f) VERT ANG       
 BJ4590
 BJ4590.Superseded values are not recommended for survey control.
 BJ4590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4590.See file dsdata.txt to determine how the superseded data were derived.
 BJ4590
 BJ4590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3836101944(NAD 83)
 BJ4590
 BJ4590  HISTORY     - Date     Condition        Report By
 BJ4590  HISTORY     - UNK      MONUMENTED
 BJ4590  HISTORY     - 1969     GOOD             CGS
 BJ4590
 BJ4590                          STATION DESCRIPTION
 BJ4590
 BJ4590'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RT)
 BJ4590'THE STATION WAS VISITED 9/5/69.  A NEW DESCRIPTION FOLLOWS--
 BJ4590'
 BJ4590'THE STATION IS LOCATED 1 BLOCK WEST OF THE ILLINOIS CENTRAL RAILROAD
 BJ4590'STATION IN AMITE AND ON PROPERTY OWNED BY THE CITY.  IT IS 17.60
 BJ4590'FEET WEST OF THE CENTERLINE OF NORTH 1ST STREET, 33.0 FEET SOUTH OF
 BJ4590'THE CENTERLINE OF OAK STREET, 34.60 FEET NORTHWEST OF GAS PUMP
 BJ4590'ISLAND AT LETARD AMERICAN SERVICE STATION.  STATION IS SET IN THE
 BJ4590'ROADWAY IN CONCRETE.
 BJ4590'
 BJ4590'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION ON
 BJ4590'OAK STREET, FOLLOW OAK STREET WEST FOR ONE BLOCK.  THE STATION IS
 BJ4590'SET IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF OAK AND NORTH
 BJ4590'1ST STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1760 ***********************************************************************
 BJ1760  DESIGNATION -  B 711
 BJ1760  PID         -  BJ1760
 BJ1760  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1760  USGS QUAD   -  AMITE (1974)
 BJ1760
 BJ1760                         *CURRENT SURVEY CONTROL
 BJ1760  ___________________________________________________________________
 BJ1760* NAD 83(1986)-  30 43 46.     (N)    090 30 31.     (W)     SCALED    
 BJ1760* NAVD 88     -        35.661  (meters)     117.00   (feet)  ADJUSTED  
 BJ1760  ___________________________________________________________________
 BJ1760  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1760  DYNAMIC HT  -          35.615 (meters)     116.85  (feet)  COMP
 BJ1760  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1760
 BJ1760  VERT ORDER  -  FIRST     CLASS I
 BJ1760
 BJ1760.The horizontal coordinates were scaled from a topographic map and have
 BJ1760.an estimated accuracy of +/- 6 seconds.
 BJ1760
 BJ1760.The orthometric height was determined by differential leveling
 BJ1760.and adjusted by the National Geodetic Survey in February 1994..
 BJ1760
 BJ1760.The geoid height was determined by GEOID03.
 BJ1760
 BJ1760.The dynamic height is computed by dividing the NAVD 88
 BJ1760.geopotential number by the normal gravity value computed on the
 BJ1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1760.degrees latitude (g = 980.6199 gals.).
 BJ1760
 BJ1760.The modeled gravity was interpolated from observed gravity values.
 BJ1760
 BJ1760;                    North         East    Units  Estimated Accuracy
 BJ1760;SPC LA S     -   247,410.    1,078,990.      MT  (+/- 180 meters Scaled)
 BJ1760
 BJ1760                          SUPERSEDED SURVEY CONTROL
 BJ1760
 BJ1760  NAVD 88 (06/15/91)   35.710  (m)          117.16   (f) UNKNOWN     1 1
 BJ1760  NGVD 29 (??/??/??)   35.693  (m)          117.10   (f) ADJUSTED    1 1
 BJ1760
 BJ1760.Superseded values are not recommended for survey control.
 BJ1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1760.See file dsdata.txt to determine how the superseded data were derived.
 BJ1760
 BJ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ385022(NAD 83)
 BJ1760_MARKER: DD = SURVEY DISK
 BJ1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1760_SP_SET: CONCRETE POST
 BJ1760_STAMPING: B 711
 BJ1760_MARK LOGO: LAGS  
 BJ1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1760+STABILITY: SURFACE MOTION
 BJ1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1760+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1760
 BJ1760  HISTORY     - Date     Condition        Report By
 BJ1760  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1760  HISTORY     - 1969     GOOD             CGS
 BJ1760  HISTORY     - 19920611 GOOD             NGS
 BJ1760
 BJ1760                          STATION DESCRIPTION
 BJ1760
 BJ1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1760'IN AMITE.
 BJ1760'AT AMITE, 0.15 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1760'STATION, NEAR THE NORTH END OF A SMALL PARK, AT THE CROSSING OF EAST
 BJ1760'OLIVE STREET (THE SECOND STREET CROSSING NORTH OF THE STATION), 57
 BJ1760'FEET SOUTHWEST OF THE CENTER OF THE STREET CROSSING THE WEST TRACK,
 BJ1760'43.2 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 51, 41 1/2 FEET
 BJ1760'SOUTH OF THE CENTER LINE OF EAST OLIVE STREET, 29 FEET WEST OF THE
 BJ1760'WEST RAIL OF THE WEST TRACK, 36 FEET NORTH OF A TRIPLE TRUNKED 8-INCH
 BJ1760'DOGWOOD TREE, 7.8 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 BJ1760'WITH THE HIGHWAY, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE
 BJ1760'TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
 BJ1760
 BJ1760                          STATION RECOVERY (1992)
 BJ1760
 BJ1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1760'IN AMITE, AT THE INTERSECTION OF OLIVE STREET AND U.S. HIGHWAY 51,
 BJ1760'13.3 M (43.6 FT) WEST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL
 BJ1760'RAILROAD, 12.5 M (41.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 BJ1760'11.0 M (36.1 FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE STREET,
 BJ1760'6.6 M (21.7 FT) WEST-SOUTHWEST OF A RAILROAD CROSSING SIGNAL, 1.2 M
 BJ1760'(3.9 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 BJ1760'0.12 M (0.39 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1892 ***********************************************************************
 BJ1892  DESIGNATION -  B 75
 BJ1892  PID         -  BJ1892
 BJ1892  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1892  USGS QUAD   -  CLINTON (1994)
 BJ1892
 BJ1892                         *CURRENT SURVEY CONTROL
 BJ1892  ___________________________________________________________________
 BJ1892* NAD 83(1986)-  30 48 17.     (N)    091 06 44.     (W)     SCALED    
 BJ1892* NAVD 88     -        60.28   (+/-2cm)     197.8    (feet)  VERTCON   
 BJ1892  ___________________________________________________________________
 BJ1892  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1892
 BJ1892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1892
 BJ1892.The horizontal coordinates were scaled from a topographic map and have
 BJ1892.an estimated accuracy of +/- 6 seconds.
 BJ1892
 BJ1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1892.The vertical order pertains to the NGVD 29 superseded value.
 BJ1892
 BJ1892.The geoid height was determined by GEOID03.
 BJ1892
 BJ1892;                    North         East    Units  Estimated Accuracy
 BJ1892;SPC LA S     -   255,490.    1,021,160.      MT  (+/- 180 meters Scaled)
 BJ1892
 BJ1892                          SUPERSEDED SURVEY CONTROL
 BJ1892
 BJ1892  NGVD 29 (??/??/??)   60.236  (m)          197.62   (f) ADJUSTED    2 0
 BJ1892
 BJ1892.Superseded values are not recommended for survey control.
 BJ1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1892.See file dsdata.txt to determine how the superseded data were derived.
 BJ1892
 BJ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ806094(NAD 83)
 BJ1892_MARKER: DB = BENCH MARK DISK
 BJ1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1892_STAMPING: B 75 1935 198.320
 BJ1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1892+STABILITY: SURFACE MOTION
 BJ1892
 BJ1892  HISTORY     - Date     Condition        Report By
 BJ1892  HISTORY     - 1935     MONUMENTED       CGS
 BJ1892  HISTORY     - 1954     GOOD             CGS
 BJ1892
 BJ1892                          STATION DESCRIPTION
 BJ1892
 BJ1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1892'1.5 MI NE FROM ETHEL.
 BJ1892'LOCATED 1.5 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1892'THE STATION IN ETHEL, IN THE SOUTHEAST ANGLE OF A ROAD CROSSING
 BJ1892'LOCALLY KNOWN AS BROWNS, 0.2 MILE SOUTHWEST OF MILEPOST 2, 28 FEET
 BJ1892'SOUTH OF THE SOUTH RAIL OF THE TRACKS, 42 FEET SOUTHEAST OF THE CENTER
 BJ1892'OF THE ROAD CROSSING, 48 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD
 BJ1892'AND 3 FEET SOUTHEAST OF A TELEGRAPH POLE.  IT IS A STANDARD DISK SET
 BJ1892'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1890 ***********************************************************************
 BJ1890  DESIGNATION -  B 76 RESET 1972
 BJ1890  PID         -  BJ1890
 BJ1890  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1890  USGS QUAD   -  WILSON (1985)
 BJ1890
 BJ1890                         *CURRENT SURVEY CONTROL
 BJ1890  ___________________________________________________________________
 BJ1890* NAD 83(1986)-  30 58 42.     (N)    091 06 15.     (W)     SCALED    
 BJ1890* NAVD 88     -       100.43   (+/-2cm)     329.5    (feet)  VERTCON   
 BJ1890  ___________________________________________________________________
 BJ1890  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1890
 BJ1890  VERT ORDER  -  THIRD (See Below)
 BJ1890
 BJ1890.The horizontal coordinates were scaled from a topographic map and have
 BJ1890.an estimated accuracy of +/- 6 seconds.
 BJ1890
 BJ1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1890.The vertical order pertains to the NGVD 29 superseded value.
 BJ1890
 BJ1890.The geoid height was determined by GEOID03.
 BJ1890
 BJ1890;                    North         East    Units  Estimated Accuracy
 BJ1890;SPC LA S     -   274,740.    1,021,890.      MT  (+/- 180 meters Scaled)
 BJ1890
 BJ1890                          SUPERSEDED SURVEY CONTROL
 BJ1890
 BJ1890  NGVD 29 (??/??/??)  100.39   (m)          329.4    (f) RESET       3  
 BJ1890
 BJ1890.Superseded values are not recommended for survey control.
 BJ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1890.See file dsdata.txt to determine how the superseded data were derived.
 BJ1890
 BJ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ810287(NAD 83)
 BJ1890_MARKER: DB = BENCH MARK DISK
 BJ1890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1890_SP_SET: ROD
 BJ1890_STAMPING: B 76 1935 RESET 1972
 BJ1890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1890
 BJ1890  HISTORY     - Date     Condition        Report By
 BJ1890  HISTORY     - 1972     MONUMENTED       NGS
 BJ1890
 BJ1890                          STATION DESCRIPTION
 BJ1890
 BJ1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BJ1890'4.3 MI N FROM WILSON.
 BJ1890'LOCATED ABOUT 4.3 MILES NORTH ALONG THE YAZOO AND MISSISSIPPI VALLEY
 BJ1890'RAILROAD FROM THE STATION IN WILSON, ABOUT 0.1 MILE NORTH OF M 331,
 BJ1890'AND IN THE NORTHWEST ANGLE OF THE ROAD CROSSING, 48.5 FEET WEST OF THE
 BJ1890'WEST RAIL OF THE TRACKS, 77 FEET NORTH OF THE CENTER OF THE ROAD, 2
 BJ1890'FEET EAST OF A FENCE LINE, 3 FEET NORTH OF A FENCE CORNER, 49 FEET
 BJ1890'NORTH OF A POWER POLE, 72.5 FEET SOUTH OF A TELEGRAPH POLE, AND 1 FOOT
 BJ1890'WEST OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED ON THE
 BJ1890'TOP OF A 3.5 FOOT SECTION OF COPPERWELD ROD, FASTENED TO A 10-INCH
 BJ1890'SQUARE IRON PLATE, ENCASED IN A 4-INCH ORANGEBURG PIPE PROJECTING 3
 BJ1890'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1265 ***********************************************************************
 BH1265  DESIGNATION -  B 80
 BH1265  PID         -  BH1265
 BH1265  STATE/COUNTY-  LA/ST TAMMANY
 BH1265  USGS QUAD   -  NICHOLSON (1993)
 BH1265
 BH1265                         *CURRENT SURVEY CONTROL
 BH1265  ___________________________________________________________________
 BH1265* NAD 83(1986)-  30 25 08.     (N)    089 43 15.     (W)     SCALED    
 BH1265* NAVD 88     -         8.40   (+/-2cm)      27.6    (feet)  VERTCON   
 BH1265  ___________________________________________________________________
 BH1265  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BH1265
 BH1265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1265
 BH1265.The horizontal coordinates were scaled from a topographic map and have
 BH1265.an estimated accuracy of +/- 6 seconds.
 BH1265
 BH1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1265.The vertical order pertains to the NGVD 29 superseded value.
 BH1265
 BH1265.The geoid height was determined by GEOID03.
 BH1265
 BH1265;                    North         East    Units  Estimated Accuracy
 BH1265;SPC LA S     -   213,790.    1,154,910.      MT  (+/- 180 meters Scaled)
 BH1265
 BH1265                          SUPERSEDED SURVEY CONTROL
 BH1265
 BH1265  NGVD 29 (??/??/??)    8.421  (m)           27.63   (f) ADJUSTED    2 0
 BH1265
 BH1265.Superseded values are not recommended for survey control.
 BH1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1265.See file dsdata.txt to determine how the superseded data were derived.
 BH1265
 BH1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU386683(NAD 83)
 BH1265_MARKER: DB = BENCH MARK DISK
 BH1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH1265_SP_SET: FOUNDATION
 BH1265_STAMPING: 28 B 80 1935
 BH1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1265
 BH1265  HISTORY     - Date     Condition        Report By
 BH1265  HISTORY     - 1935     MONUMENTED       CGS
 BH1265  HISTORY     - 1955     GOOD             CGS
 BH1265  HISTORY     - 1971     GOOD             NGS
 BH1265  HISTORY     - 1978     GOOD             LADTD
 BH1265
 BH1265                          STATION DESCRIPTION
 BH1265
 BH1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1265'3.2 MI N FROM PEARL RIVER.
 BH1265'3.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT PEARL
 BH1265'RIVER, 0.1 MILE SOUTH OF THE HONEY ISLAND STATION, 3 POLES NORTH OF
 BH1265'MILEPOST 187, 74 FEET SOUTH OF THE SOUTHEAST CORNER OF BRIDGE 156.8,
 BH1265'12 FEET EAST OF THE EAST RAIL, 64 FEET NORTHEAST OF A POLE ON THE WEST
 BH1265'SIDE OF THE TRACK, 29 FEET NORTHWEST OF A POLE ON THE EAST SIDE OF THE
 BH1265'TRACK, IN THE CONCRETE FOUNDATION OF AN ABANDONED SEMAPHORE SIGNAL,
 BH1265'AND ON THE EAST SIDE OF THE TOP.  A STANDARD DISK, STAMPED 28 B 80
 BH1265'1935.
 BH1265
 BH1265                          STATION RECOVERY (1971)
 BH1265
 BH1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH1265'RECOVERED IN GOOD CONDITION.
 BH1265
 BH1265                          STATION RECOVERY (1978)
 BH1265
 BH1265'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BH1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0726 ***********************************************************************
 BX0726  DESIGNATION -  B 98
 BX0726  PID         -  BX0726
 BX0726  STATE/COUNTY-  LA/AVOYELLES
 BX0726  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0726
 BX0726                         *CURRENT SURVEY CONTROL
 BX0726  ___________________________________________________________________
 BX0726* NAD 83(1986)-  31 03 33.     (N)    092 06 57.     (W)     SCALED    
 BX0726* NAVD 88     -        23.65   (+/-2cm)      77.6    (feet)  VERTCON   
 BX0726  ___________________________________________________________________
 BX0726  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX0726
 BX0726  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0726
 BX0726.The horizontal coordinates were scaled from a topographic map and have
 BX0726.an estimated accuracy of +/- 6 seconds.
 BX0726
 BX0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0726.The vertical order pertains to the NGVD 29 superseded value.
 BX0726
 BX0726.The geoid height was determined by GEOID03.
 BX0726
 BX0726;                    North         East    Units  Estimated Accuracy
 BX0726;SPC LA N     -    62,060.    1,036,670.      MT  (+/- 180 meters Scaled)
 BX0726
 BX0726                          SUPERSEDED SURVEY CONTROL
 BX0726
 BX0726  NGVD 29 (??/??/??)   23.625  (m)           77.51   (f) ADJUSTED    1 2
 BX0726
 BX0726.Superseded values are not recommended for survey control.
 BX0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0726.See file dsdata.txt to determine how the superseded data were derived.
 BX0726
 BX0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ843364(NAD 83)
 BX0726_MARKER: DB = BENCH MARK DISK
 BX0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0726_STAMPING: B 98 1938
 BX0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0726+STABILITY: SURFACE MOTION
 BX0726
 BX0726  HISTORY     - Date     Condition        Report By
 BX0726  HISTORY     - 1938     MONUMENTED       CGS
 BX0726  HISTORY     - 1962     MARK NOT FOUND   CGS
 BX0726
 BX0726                          STATION DESCRIPTION
 BX0726
 BX0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0726'0.3 MI E FROM HESSMER.
 BX0726'ABOUT 0.3 MILE EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 BX0726'STATION AT HESSMER, ABOUT 0.1 MILE WEST OF THE EAST END OF A SWITCH,
 BX0726'OPPOSITE MILEPOST 149, ABOUT 255 FEET EAST OF A CONCRETE CROSSING SIGN
 BX0726'AND 30 FEET NORTH OF THE NORTH RAIL.  IT IS A STANDARD DISK, SET IN
 BX0726'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1630 ***********************************************************************
 CQ1630  DESIGNATION -  B 99
 CQ1630  PID         -  CQ1630
 CQ1630  STATE/COUNTY-  LA/BIENVILLE
 CQ1630  USGS QUAD   -  ROY (1986)
 CQ1630
 CQ1630                         *CURRENT SURVEY CONTROL
 CQ1630  ___________________________________________________________________
 CQ1630* NAD 83(1986)-  32 13 02.     (N)    093 08 08.     (W)     SCALED    
 CQ1630* NAVD 88     -        64.66   (+/-2cm)     212.1    (feet)  VERTCON   
 CQ1630  ___________________________________________________________________
 CQ1630  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ1630
 CQ1630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1630
 CQ1630.The horizontal coordinates were scaled from a topographic map and have
 CQ1630.an estimated accuracy of +/- 6 seconds.
 CQ1630
 CQ1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1630.The vertical order pertains to the NGVD 29 superseded value.
 CQ1630
 CQ1630.The geoid height was determined by GEOID03.
 CQ1630
 CQ1630;                    North         East    Units  Estimated Accuracy
 CQ1630;SPC LA N     -   190,570.      940,090.      MT  (+/- 180 meters Scaled)
 CQ1630
 CQ1630                          SUPERSEDED SURVEY CONTROL
 CQ1630
 CQ1630  NGVD 29 (??/??/??)   64.712  (m)          212.31   (f) ADJUSTED    2 0
 CQ1630
 CQ1630.Superseded values are not recommended for survey control.
 CQ1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1630.See file dsdata.txt to determine how the superseded data were derived.
 CQ1630
 CQ1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR872645(NAD 83)
 CQ1630_MARKER: DB = BENCH MARK DISK
 CQ1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1630_SP_SET: CULVERT
 CQ1630_STAMPING: B-99 1938
 CQ1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1630
 CQ1630  HISTORY     - Date     Condition        Report By
 CQ1630  HISTORY     - 1938     MONUMENTED       CGS
 CQ1630  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1630
 CQ1630                          STATION DESCRIPTION
 CQ1630
 CQ1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1630'3.3 MI SE FROM CASTOR.
 CQ1630'ABOUT 3.3 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ1630'FROM THE STATION AT CASTOR, BIENVILLE PARISH, ABOUT 0.2 MILE SOUTH OF
 CQ1630'MILEPOST 108, AT A 6- BY 6-FOOT CONCRETE BOX-CULVERT, IN THE CENTER OF
 CQ1630'THE TOP OF THE WEST HEAD WALL, AND 18 INCHES FROM THE SOUTH END. A
 CQ1630'STANDARD DISK, STAMPED B 99 1938.
 CQ1630
 CQ1630                          STATION RECOVERY (1982)
 CQ1630
 CQ1630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2729 ***********************************************************************
 BJ2729  DESIGNATION -  B CHIS SQ
 BJ2729  PID         -  BJ2729
 BJ2729  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2729  USGS QUAD   -  SIMMESPORT (1969)
 BJ2729
 BJ2729                         *CURRENT SURVEY CONTROL
 BJ2729  ___________________________________________________________________
 BJ2729* NAD 83(1986)-  30 58 56.     (N)    091 47 52.     (W)     SCALED    
 BJ2729* NAVD 88     -        18.52   (+/-2cm)      60.8    (feet)  VERTCON   
 BJ2729  ___________________________________________________________________
 BJ2729  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ2729
 BJ2729  VERT ORDER  -  ? (See Below)
 BJ2729
 BJ2729.The horizontal coordinates were scaled from a topographic map and have
 BJ2729.an estimated accuracy of +/- 6 seconds.
 BJ2729
 BJ2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2729.The vertical order pertains to the NGVD 29 superseded value.
 BJ2729
 BJ2729.The geoid height was determined by GEOID03.
 BJ2729
 BJ2729;                    North         East    Units  Estimated Accuracy
 BJ2729;SPC LA S     -   275,240.      955,630.      MT  (+/- 180 meters Scaled)
 BJ2729
 BJ2729                          SUPERSEDED SURVEY CONTROL
 BJ2729
 BJ2729  NGVD 29 (??/??/??)   18.500  (m)           60.70   (f) ADJUSTED    ?  
 BJ2729
 BJ2729.Superseded values are not recommended for survey control.
 BJ2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2729.See file dsdata.txt to determine how the superseded data were derived.
 BJ2729
 BJ2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ147282(NAD 83)
 BJ2729_MARKER: Q = CHISELED SQUARE
 BJ2729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ2729_SP_SET: PIER
 BJ2729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2729+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 BJ2729
 BJ2729  HISTORY     - Date     Condition        Report By
 BJ2729  HISTORY     - UNK      MONUMENTED       DOD
 BJ2729  HISTORY     - 1966     GOOD             CGS
 BJ2729  HISTORY     - 20040720 GOOD             USPSQD
 BJ2729
 BJ2729                          STATION DESCRIPTION
 BJ2729
 BJ2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2729'0.65 MI SE FROM SIMMESPORT.
 BJ2729'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL
 BJ2729'AT SIMMESPORT, AT THE CENTER OF THE COMBINATION HIGHWAY AND RAILROAD
 BJ2729'BRIDGE OVER THE ATCHAFALAYA RIVER, A CHISELED SQUARE ON THE CENTER OF
 BJ2729'THE TOP OF THE WEST SIDE OF THE CONCRETE PIVOT PIER FOR THE BRIDGE, 2
 BJ2729'FEET EAST OF THE WEST EDGE OF THE PIER, AND ABOUT 10 FEET BELOW THE
 BJ2729'LEVEL OF THE HIGHWAY.
 BJ2729
 BJ2729                          STATION RECOVERY (2004)
 BJ2729
 BJ2729'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ2729'THE BRIDGE IS NOW A RAILROAD BRIDGE ONLY AND NOT ACCESSIBLE BY FOOT.
 BJ2729'THE PIER WAS OBSERVED FROM THE HIGHWAY I BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1534 ***********************************************************************
 BW1534  DESIGNATION -  B RIV USE
 BW1534  PID         -  BW1534
 BW1534  STATE/COUNTY-  LA/CONCORDIA
 BW1534  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1534
 BW1534                         *CURRENT SURVEY CONTROL
 BW1534  ___________________________________________________________________
 BW1534* NAD 83(1986)-  31 37 15.     (N)    091 48 29.     (W)     SCALED    
 BW1534* NAVD 88     -        16.95   (+/-2cm)      55.6    (feet)  VERTCON   
 BW1534  ___________________________________________________________________
 BW1534  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1534
 BW1534  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1534
 BW1534.The horizontal coordinates were scaled from a topographic map and have
 BW1534.an estimated accuracy of +/- 6 seconds.
 BW1534
 BW1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1534.The vertical order pertains to the NGVD 29 superseded value.
 BW1534
 BW1534.The geoid height was determined by GEOID03.
 BW1534
 BW1534;                    North         East    Units  Estimated Accuracy
 BW1534;SPC LA N     -   124,480.    1,065,650.      MT  (+/- 180 meters Scaled)
 BW1534
 BW1534                          SUPERSEDED SURVEY CONTROL
 BW1534
 BW1534  NGVD 29 (??/??/92)   16.946  (m)           55.60   (f) ADJ UNCH    1 2
 BW1534
 BW1534.Superseded values are not recommended for survey control.
 BW1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1534.See file dsdata.txt to determine how the superseded data were derived.
 BW1534
 BW1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ130990(NAD 83)
 BW1534_MARKER: DD = SURVEY DISK
 BW1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1534_STAMPING: 1966
 BW1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1534+STABILITY: SURFACE MOTION
 BW1534
 BW1534  HISTORY     - Date     Condition        Report By
 BW1534  HISTORY     - UNK      MONUMENTED       DOD
 BW1534  HISTORY     - 1966     GOOD             NGS
 BW1534
 BW1534                          STATION DESCRIPTION
 BW1534
 BW1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1534'0.45 MI SE FROM JONESVILLE.
 BW1534'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 84 FROM THE NORTHWEST END
 BW1534'OF THE HIGHWAY BRIDGE OVER THE BLACK RIVER AT JONESVILLE, 88.0 FEET
 BW1534'EAST OF THE EAST CORNER OF THE SOUTHEAST ABUTMENT OF THE BRIDGE, 80
 BW1534'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHEAST OF
 BW1534'THE CENTER OF A CATTLE GUARD AND THE CENTER LINE OF A DIRT ROAD ON THE
 BW1534'TOP OF A LEVEE, 7.0 FEET NORTHWEST OF A 15-INCH GUM TREE, 1.3 FEET
 BW1534'NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BW1534'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0798 ***********************************************************************
 DL0798  DESIGNATION -  BA
 DL0798  PID         -  DL0798
 DL0798  STATE/COUNTY-  LA/BOSSIER
 DL0798  USGS QUAD   -  BRADLEY (1978)
 DL0798
 DL0798                         *CURRENT SURVEY CONTROL
 DL0798  ___________________________________________________________________
 DL0798* NAD 83(1986)-  33 01 08.     (N)    093 40 27.     (W)     SCALED    
 DL0798* NAVD 88     -        75.115  (meters)     246.44   (feet)  ADJUSTED  
 DL0798  ___________________________________________________________________
 DL0798  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DL0798  DYNAMIC HT  -          75.033 (meters)     246.17  (feet)  COMP
 DL0798  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 DL0798
 DL0798  VERT ORDER  -  FIRST     CLASS II
 DL0798
 DL0798.The horizontal coordinates were scaled from a topographic map and have
 DL0798.an estimated accuracy of +/- 6 seconds.
 DL0798
 DL0798.The orthometric height was determined by differential leveling
 DL0798.and adjusted by the National Geodetic Survey in June 1991..
 DL0798
 DL0798.The geoid height was determined by GEOID03.
 DL0798
 DL0798.The dynamic height is computed by dividing the NAVD 88
 DL0798.geopotential number by the normal gravity value computed on the
 DL0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0798.degrees latitude (g = 980.6199 gals.).
 DL0798
 DL0798.The modeled gravity was interpolated from observed gravity values.
 DL0798
 DL0798;                    North         East    Units  Estimated Accuracy
 DL0798;SPC LA N     -   279,900.      890,290.      MT  (+/- 180 meters Scaled)
 DL0798
 DL0798                          SUPERSEDED SURVEY CONTROL
 DL0798
 DL0798  NGVD 29 (??/??/92)   75.177  (m)          246.64   (f) ADJ UNCH    1 2
 DL0798
 DL0798.Superseded values are not recommended for survey control.
 DL0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0798.See file dsdata.txt to determine how the superseded data were derived.
 DL0798
 DL0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS370535(NAD 83)
 DL0798_MARKER: N = NAIL
 DL0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0798_SP_SET: OAK TREE
 DL0798_STAMPING: BA
 DL0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0798
 DL0798  HISTORY     - Date     Condition        Report By
 DL0798  HISTORY     - UNK      MONUMENTED       CGS
 DL0798  HISTORY     - 1960     GOOD             NGS
 DL0798  HISTORY     - 20010331 MARK NOT FOUND   NGS
 DL0798  HISTORY     - 20020114 MARK NOT FOUND   NGS
 DL0798
 DL0798                          STATION DESCRIPTION
 DL0798
 DL0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0798'5.55 MI S FROM BRADLEY.
 DL0798'5.55 MILES SOUTH OF BRADLEY ARKANSAS, 127 FEET EAST OF THE EAST RAIL,
 DL0798'130 FEET EAST OF THE CENTER OF ROAD CROSSING, 39 FEET NORTH OF THE
 DL0798'CENTER LINE OF THE OLD ROAD, MARK IS ON THE ARKANSAS SIDE OF THE LINE,
 DL0798'AND IN THE EAST ROOT OF A 36-INCH OAK TREE.  A COPPER NAIL AND WASHER
 DL0798'STAMPED BA.
 DL0798
 DL0798                          STATION RECOVERY (2001)
 DL0798
 DL0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DL0798'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DL0798
 DL0798                          STATION RECOVERY (2002)
 DL0798
 DL0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 DL0798'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3816 ***********************************************************************
 DH3816  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3816  DESIGNATION -  BA01 SM01
 DH3816  PID         -  DH3816
 DH3816  STATE/COUNTY-  LA/ST CHARLES
 DH3816  USGS QUAD   -  LULING (1992)
 DH3816
 DH3816                         *CURRENT SURVEY CONTROL
 DH3816  ___________________________________________________________________
 DH3816* NAD 83(1992)-  29 55 01.64871(N)    090 18 58.55731(W)     ADJUSTED  
 DH3816* NAVD 88     -         1.82 **(meters)       6.0  **(feet)  GPS OBS(2004.65)
 DH3816  **This station is located in a subsidence area (see below).
 DH3816  ___________________________________________________________________
 DH3816  EPOCH DATE  -        2004.65
 DH3816  X           -     -30,540.375 (meters)                     COMP
 DH3816  Y           -  -5,532,739.101 (meters)                     COMP
 DH3816  Z           -   3,162,402.301 (meters)                     COMP
 DH3816  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DH3816  ELLIP HEIGHT-         -24.15  (meters)          (06/22/05) GPS OBS
 DH3816  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DH3816
 DH3816  HORZ ORDER  -  B
 DH3816  ELLP ORDER  -  FOURTH    CLASS I
 DH3816
 DH3816.The horizontal coordinates were established by GPS observations
 DH3816.and adjusted by the National Geodetic Survey in June 2005..
 DH3816.The horizontal coordinates are valid at the epoch date displayed above.
 DH3816.The epoch date for horizontal control is a decimal equivalence
 DH3816.of Year/Month/Day.
 DH3816
 DH3816 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3816 ** and geoid heights are valid at the date of observation. These heights
 DH3816 ** must always be validated when used as control.
 DH3816 ** The orthometric height was determined by GPS observations using
 DH3816 ** precise GPS observation and processing techniques and a new
 DH3816 ** realization of GEOID03. It supersedes the leveled height previously
 DH3816 ** determined for this station.
 DH3816 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3816 ** epoch indicated which incorporates improved geoid heights for the
 DH3816 ** Southern Louisiana Subsidence area.
 DH3816 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3816.The orthometric height was determined by GPS observations and a
 DH3816.high-resolution geoid model using precise GPS observation and
 DH3816.processing techniques.
 DH3816
 DH3816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3816
 DH3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3816
 DH3816.The ellipsoidal height was determined by GPS observations
 DH3816.and is referenced to NAD 83.
 DH3816
 DH3816.The geoid height was determined by GEOID03.
 DH3816
 DH3816;                    North         East     Units Scale Factor Converg.
 DH3816;SPC LA S     -   157,516.045 1,098,206.010   MT  0.99992681   +0 30 30.8
 DH3816;SPC LA S     -   516,783.89  3,603,030.88   sFT  0.99992681   +0 30 30.8
 DH3816;UTM  15      - 3,312,630.037   759,102.698   MT  1.00042838   +1 20 21.3
 DH3816
 DH3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3816!SPC LA S     -   1.00000379  x   0.99992681  =   0.99993060
 DH3816!UTM  15      -   1.00000379  x   1.00042838  =   1.00043217
 DH3816
 DH3816                          SUPERSEDED SURVEY CONTROL
 DH3816
 DH3816.No superseded survey control is available for this station.
 DH3816
 DH3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5910312630(NAD 83)
 DH3816_MARKER: F = FLANGE-ENCASED ROD
 DH3816_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH3816_STAMPING: BA01-SM-01
 DH3816_MARK LOGO: CHANCE
 DH3816_PROJECTION: RECESSED 0 CENTIMETERS
 DH3816_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3816+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 DH3816
 DH3816  HISTORY     - Date     Condition        Report By
 DH3816  HISTORY     - 2002     MONUMENTED       CHANCE
 DH3816  HISTORY     - 20040601 GOOD             CHANCE
 DH3816
 DH3816                          STATION DESCRIPTION
 DH3816
 DH3816'DESCRIBED BY JE CHANCE AND ASSOCIATES 2004
 DH3816'THE STATION IS LOCATED ABOUT 5.0 MI EAST OF BOUTTE.
 DH3816' 
 DH3816'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 90 AND US
 DH3816'INTERSTATE HWY 310 IN BOUTTE, GO  EASTERLY FOR 5.0 MI ALONG HWY 90 TO
 DH3816'A BRIDGE SPANNING THE DAVIS POND OUTFALL CANAL AND THE  STATION ON THE
 DH3816'LEFT AT THE NORTH HWY RIGHT OF WAY FENCE LINE JUST EAST OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2878 ***********************************************************************
 CQ2878  DESIGNATION -  BABERS
 CQ2878  PID         -  CQ2878
 CQ2878  STATE/COUNTY-  LA/BIENVILLE
 CQ2878  USGS QUAD   -  SALINE (1986)
 CQ2878
 CQ2878                         *CURRENT SURVEY CONTROL
 CQ2878  ___________________________________________________________________
 CQ2878* NAD 83(1992)-  32 09 44.05311(N)    092 55 42.16659(W)     ADJUSTED  
 CQ2878* NAVD 88     -        72.6    (meters)     238.     (feet)  VERTCON   
 CQ2878  ___________________________________________________________________
 CQ2878  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CQ2878  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2878
 CQ2878  HORZ ORDER  -  SECOND
 CQ2878
 CQ2878.The horizontal coordinates were established by classical geodetic methods
 CQ2878.and adjusted by the National Geodetic Survey in January 1993..
 CQ2878
 CQ2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2878
 CQ2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2878
 CQ2878.The geoid height was determined by GEOID03.
 CQ2878
 CQ2878;                    North         East     Units Scale Factor Converg.
 CQ2878;SPC LA N     -   184,380.998   959,595.687   MT  0.99992381   -0 13 35.3
 CQ2878;SPC LA N     -   604,923.32  3,148,273.52   sFT  0.99992381   -0 13 35.3
 CQ2878;UTM  15      - 3,558,420.915   506,752.991   MT  0.99960056   +0 02 17.2
 CQ2878
 CQ2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2878!SPC LA N     -   0.99999263  x   0.99992381  =   0.99991644
 CQ2878!UTM  15      -   0.99999263  x   0.99960056  =   0.99959319
 CQ2878
 CQ2878:                Primary Azimuth Mark                     Grid Az
 CQ2878:SPC LA N     -  FRIENDSHIP                               017 19 46.0
 CQ2878:UTM  15      -  FRIENDSHIP                               017 03 53.5
 CQ2878
 CQ2878|---------------------------------------------------------------------|
 CQ2878| PID    Reference Object                     Distance      Geod. Az  |
 CQ2878|                                                           dddmmss.s |
 CQ2878| CQ2877 FRIENDSHIP                          APPROX. 7.6 KM 0170610.7 |
 CQ2878| CY3320 BABERS RM 1                          27.959 METERS 05147     |
 CQ2878| CY3322 BABERS RM 3                         120.164 METERS 20702     |
 CQ2878| CY3321 BABERS RM 2                          23.263 METERS 25923     |
 CQ2878|---------------------------------------------------------------------|
 CQ2878
 CQ2878                          SUPERSEDED SURVEY CONTROL
 CQ2878
 CQ2878  NAD 83(1986)-  32 09 44.06743(N)    092 55 42.15727(W) AD(       ) 2
 CQ2878  NAD 27      -  32 09 43.49926(N)    092 55 41.58658(W) AD(       ) 2
 CQ2878  NGVD 29 (07/19/86)   72.7    (m)          239.     (f) VERT ANG       
 CQ2878
 CQ2878.Superseded values are not recommended for survey control.
 CQ2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2878.See file dsdata.txt to determine how the superseded data were derived.
 CQ2878
 CQ2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0675358421(NAD 83)
 CQ2878_MARKER: DS = TRIANGULATION STATION DISK
 CQ2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2878
 CQ2878  HISTORY     - Date     Condition        Report By
 CQ2878  HISTORY     - 1971     MONUMENTED       NGS
 CQ2878
 CQ2878                          STATION DESCRIPTION
 CQ2878
 CQ2878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2878'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF
 CQ2878'FRIENDSHIP AND 2-3/4 MILES EAST-SOUTHEAST OF SALINE, ON PROPERTY
 CQ2878'OWNED BY MR. W.L. BABERS, SALINE, LOUISIANA.
 CQ2878'
 CQ2878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 CQ2878'155 IN SALINE, GO EAST AND NORTHEAST ON HIGHWAY 155 FOR 2.1
 CQ2878'MILES TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE
 CQ2878'WINDING GRAVELED ROAD EASTERLY FOR 1.05 MILES TO A
 CQ2878'CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD FOR
 CQ2878'1.1 MILES TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CQ2878'SOUTHWESTERLY ON THE WOODS ROAD FOR 0.4 MILE TO A SAND ROAD ON
 CQ2878'THE LEFT.  TURN LEFT AND GO SOUTHERLY ON THE SAND ROAD FOR
 CQ2878'0.05 MILE TO A FORK.  BEAR RIGHT AND CONTINUE SOUTHERLY ON A
 CQ2878'TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CQ2878'
 CQ2878'STATION MARKS ARE STANDARD DISKS STAMPED BABERS 1971.  THE
 CQ2878'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CQ2878'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 CQ2878'IS 61 FEET WEST OF THE CENTER OF THE TRACK ROAD, 36.5 FEET
 CQ2878'NORTHWEST OF A 14-INCH PINE TREE, 22 FEET SOUTHWEST OF A 12-INCH
 CQ2878'PINE TREE AND 5 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 CQ2878'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 CQ2878'INCHES BELOW THE GROUND SURFACE.
 CQ2878'
 CQ2878'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BABERS NO 3 1971,
 CQ2878'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2878'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 22.5 FEET
 CQ2878'NORTH-NORTHEAST OF A 10-INCH PINE TREE, 15.5 FEET EAST OF AN
 CQ2878'8-INCH PINE TREE, 10 FEET WEST OF AN 8-INCH PINE TREE AND 3 FEET
 CQ2878'NORTH OF A METAL WITNESS POST.
 CQ2878'
 CQ2878'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BABERS NO 1 1971,
 CQ2878'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2878'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET SOUTH
 CQ2878'OF AN 18-INCH PINE TREE, 13 FEET NORTHWEST OF A 12-INCH PINE
 CQ2878'TREE, 10 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 1.8 FEET
 CQ2878'SOUTHWEST OF A METAL WITNESS POST.
 CQ2878'
 CQ2878'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BABERS NO 2 1971,
 CQ2878'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2878'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 136 FEET WEST
 CQ2878'OF THE CENTER OF THE TRACK ROAD AND 2 FEET SOUTHEAST OF A
 CQ2878'METAL WITNESS POST.
 CQ2878'
 CQ2878'NOTE--REFERENCE MARKS MEASURED WITH A 30 METER TAPE WITH 5
 CQ2878'KG. TENSION AND A 300 FOOT TAPE WITH 10 KG. TENSION.
 CQ2878'
 CQ2878'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3184 ***********************************************************************
 BJ3184  DESIGNATION -  BABIN
 BJ3184  PID         -  BJ3184
 BJ3184  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3184  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3184
 BJ3184                         *CURRENT SURVEY CONTROL
 BJ3184  ___________________________________________________________________
 BJ3184* NAD 83(1992)-  30 28 14.71139(N)    091 11 17.48651(W)     ADJUSTED  
 BJ3184* NAVD 88     -        17.22   (+/-2cm)      56.5    (feet)  VERTCON   
 BJ3184  ___________________________________________________________________
 BJ3184  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ3184  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3184
 BJ3184  HORZ ORDER  -  FIRST
 BJ3184  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ3184
 BJ3184.The horizontal coordinates were established by classical geodetic methods
 BJ3184.and adjusted by the National Geodetic Survey in January 1993..
 BJ3184
 BJ3184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3184.The vertical order pertains to the NGVD 29 superseded value.
 BJ3184
 BJ3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3184
 BJ3184.The geoid height was determined by GEOID03.
 BJ3184
 BJ3184;                    North         East     Units Scale Factor Converg.
 BJ3184;SPC LA S     -   218,457.957 1,013,937.133   MT  0.99995926   +0 04 21.3
 BJ3184;SPC LA S     -   716,724.15  3,326,558.74   sFT  0.99995926   +0 04 21.3
 BJ3184;UTM  15      - 3,372,345.294   673,928.355   MT  0.99997320   +0 55 08.4
 BJ3184
 BJ3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3184!SPC LA S     -   1.00000157  x   0.99995926  =   0.99996083
 BJ3184!UTM  15      -   1.00000157  x   0.99997320  =   0.99997477
 BJ3184
 BJ3184:                Primary Azimuth Mark                     Grid Az
 BJ3184:SPC LA S     -  BATON ROUGE GSU TANK                     003 06 25.9
 BJ3184:UTM  15      -  BATON ROUGE GSU TANK                     002 15 38.8
 BJ3184
 BJ3184|---------------------------------------------------------------------|
 BJ3184| PID    Reference Object                     Distance      Geod. Az  |
 BJ3184|                                                           dddmmss.s |
 BJ3184| BJ5055 BATON ROUGE GSU TANK                APPROX. 2.3 KM 0031047.2 |
 BJ3184| BJ2993 BABIN RM 1                           37.800 METERS 10302     |
 BJ3184| CV9613 BABIN AZ MK                                        1165742.1 |
 BJ3184| BJ5050 BATON ROUGE CIVIL DEF RAD MAST      APPROX. 2.5 KM 1574503.7 |
 BJ3184| BJ5051 BATON ROUGE TV STA WAFB MAST        APPROX. 3.1 KM 1685540.7 |
 BJ3184| BJ0552 BABIN RM 3                           23.169 METERS 19118     |
 BJ3184| BJ2992 BABIN RM 2                           63.800 METERS 19621     |
 BJ3184| BJ0527 BABIN 2                              27.419 METERS 23753     |
 BJ3184| BJ0532 BABIN RM 4                           25.756 METERS 28229     |
 BJ3184|---------------------------------------------------------------------|
 BJ3184
 BJ3184                          SUPERSEDED SURVEY CONTROL
 BJ3184
 BJ3184  NAD 83(1986)-  30 28 14.72974(N)    091 11 17.48427(W) AD(       ) 1
 BJ3184  NAD 27      -  30 28 14.04810(N)    091 11 17.09456(W) AD(       ) 1
 BJ3184  NGVD 29 (??/??/??)   17.218  (m)           56.49   (f) ADJUSTED    1 2
 BJ3184
 BJ3184.Superseded values are not recommended for survey control.
 BJ3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3184.See file dsdata.txt to determine how the superseded data were derived.
 BJ3184
 BJ3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7392872345(NAD 83)
 BJ3184_MARKER: DS = TRIANGULATION STATION DISK
 BJ3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3184
 BJ3184  HISTORY     - Date     Condition        Report By
 BJ3184  HISTORY     - 1929     MONUMENTED       CGS
 BJ3184  HISTORY     - 1934     GOOD             LAGS
 BJ3184  HISTORY     - 1935     GOOD             LAGS
 BJ3184  HISTORY     - 1938     GOOD             CGS
 BJ3184  HISTORY     - 1955     GOOD             CGS
 BJ3184  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BJ3184  HISTORY     - 1965     GOOD             CGS
 BJ3184  HISTORY     - 1968     GOOD             CGS
 BJ3184  HISTORY     - 1970     GOOD             NGS
 BJ3184  HISTORY     - 1970     GOOD             NGS
 BJ3184  HISTORY     - 1971     GOOD             NGS
 BJ3184  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BJ3184  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BJ3184
 BJ3184                          STATION DESCRIPTION
 BJ3184
 BJ3184'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ3184'ABOUT 1 MILE N OF BATON ROUGE, ON LAND OWNED BY L.U. BABIN
 BJ3184'OF BATON ROUGE, 19.96 METERS (65.5 FEET) NE OF NE RAIL OF
 BJ3184'MOST EASTERLY TRACK OF RAILROAD YARDS IN N PART OF BATON ROUGE
 BJ3184'AT POINT WHERE ROAD CROSSES TRACKS, 36.0 METERS (118 FEET)
 BJ3184'SE OF NEAREST TELEGRAPH POLE, 79.3 METERS (260 FEET) NW OF
 BJ3184'NW CORNER OF HOUSE, AND ABOUT 40 METERS (131 FEET) SE OF
 BJ3184'CATTLE RUN ALONG E SIDE OF TRACKS.
 BJ3184'
 BJ3184'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ3184'DISKS SET IN CONCRETE.
 BJ3184'
 BJ3184'REFERENCE MARK NO. 1 IS 41.4 METERS (136 FEET) NW OF NW CORNER
 BJ3184'OF HOUSE, AND 37.8 METERS (124 FEET) FROM STATION
 BJ3184'S 76 DEG 58 MIN E.
 BJ3184'
 BJ3184'REFERENCE MARK NO. 2 IS 19.8 METERS (65 FEET) SW OF SW RAIL
 BJ3184'OF SPUR TRACK LEADING SE FROM RAILROAD YARDS, 26.1 METERS
 BJ3184'(86 FEET) SE OF SWITCH POST, AND 63.8 METERS (209 FEET) FROM
 BJ3184'STATION S 16 DEG 21 MIN W.
 BJ3184
 BJ3184                          STATION RECOVERY (1934)
 BJ3184
 BJ3184'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BJ3184'STATION RECOVERED AS DESCRIBED.  ABOUT 1 MILE N OF BATON
 BJ3184'ROUGE ON LAND OWNED BY L.U. BABIN WHO HAS AN OFFICE IN THE
 BJ3184'RAYMOND BUILDING, BATON ROUGE.  MARK IS E OF THE RAILROAD
 BJ3184'YARDS IN THE N PART OF BATON ROUGE.  19.96 METERS NE OF THE
 BJ3184'NE RAIL OF THE E TRACK AT THE POINT WHERE ROAD CROSSES THE
 BJ3184'TRACK.  36 METERS SE OF THE NEAREST TELEGRAPH POLE.  79.3
 BJ3184'METERS NW OF THE NW CORNER OF A HOUSE AND ABOUT 40 METERS
 BJ3184'SE OF A CATTLE RUN ALONG THE E SIDE OF THE TRACKS.
 BJ3184
 BJ3184                          STATION RECOVERY (1935)
 BJ3184
 BJ3184'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ3184'STATION RECOVERED AS DESCRIBED.
 BJ3184'
 BJ3184'REFERENCE MARK NO. 2 IS S OF THE STATION.  19.8 METERS SW
 BJ3184'OF THE SW RAIL OF THE SPUR TRACK LEADING SOUTHEASTERLY FROM
 BJ3184'THE RAILROAD YARDS.  26.1 METERS SE OF A SWITCH POST.
 BJ3184'
 BJ3184'REFERENCE MARK NO. 1 IS E OF THE STATION.  41.4 METERS NW
 BJ3184'OF NW CORNER OF THE HOUSE.
 BJ3184
 BJ3184                          STATION RECOVERY (1938)
 BJ3184
 BJ3184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 BJ3184'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ3184
 BJ3184                          STATION RECOVERY (1955)
 BJ3184
 BJ3184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ3184'THE STATION WAS VISITED ON MARCH 17, 1955.  THE STATION MARK
 BJ3184'AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITIION.
 BJ3184'A NEW DESCRIPTION FOLLOWS--
 BJ3184'
 BJ3184'THE STATION IS LOCATED 1.7 MI. N ALONG THE ILLINOIS CENTRAL
 BJ3184'RAILROAD FROM THE STATION IN BATON ROUGE, 0.1 MI. N OF CHOCTOW
 BJ3184'ROAD, 0.5 MI. S OF THE S EDGE OF THE GENERAL CHEMICAL DIVISION,
 BJ3184'IN AN OPEN FIELD, AND NE OF THE INTERSECTION OF A SPUR TRACK
 BJ3184'LEADING SE AND A N-S GRAVELED ROAD PARALLELING THE TRACKS.
 BJ3184'IT IS ABOUT 300 FT. NE OF THE ILLINOIS CENTRAL ROUNDHOUSE, 106
 BJ3184'FT. E OF A SWITCH STAND, 37 FT. N OF A DIM TRACK ROAD LEADING
 BJ3184'E, AND 54 FT. E OF A N-S GRAVEL ROAD.  IT IS A STANDARD DISK,
 BJ3184'STAMPED BABIN 1929 EL 58 FT AND PROJECTING 4 IN.
 BJ3184'
 BJ3184'REFERENCE MARK 1 IS 124 FT. E OF THE STATION, 190 FT. E OF
 BJ3184'THE CENTER OF A N-S GRAVELED ROAD, AND 10 FT. N OF A DIM
 BJ3184'TRACK ROAD.  IT IS A STANDARD DISK, STAMPED BABIN NO 1 1929
 BJ3184'EL 57 FT AND PROJECTING 8 IN.
 BJ3184'
 BJ3184'REFERENCE MARK 2 IS 209 FT. S-SW OF THE STATION, ABOUT 100
 BJ3184'YD. N OF CHOCTOW ROAD, 15 FT. E OF THE CENTER OF A N-S GRAVELED
 BJ3184'ROAD, 59 FT. E OF THE E RAIL OF THE SIDETRACK, 64 FT. SW
 BJ3184'OF THE SW RAIL OF THE SPUR TRACK, AND 29 FT. E OF THE THIRD
 BJ3184'TELEGRAPH POLE N OF CHOCTOW ROAD.  IT IS A STANDARD DISK,
 BJ3184'STAMPED BABIN NO 2 1929 EL 59 FT AND PROJECTING 8 IN.
 BJ3184
 BJ3184                          STATION RECOVERY (1959)
 BJ3184
 BJ3184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BJ3184'THE STATION WAS VISITED 7-16-59 AND THE STATION SURFACE MARK
 BJ3184'AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND DESTROYED.  THE
 BJ3184'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  THE UNDERGROUND
 BJ3184'MARK WAS LOWERED IN ITS ORIGINAL POSITION ABOUT 3 FEET (PLUMB
 BJ3184'BOB METHOD) AND THE SURFACE MARK REPLACED.  REFERENCE MARK
 BJ3184'NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.  NO AZIMUTH
 BJ3184'MARK WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 BJ3184'
 BJ3184'THE STATION IS LOCATED 1.7 MILES NORTH ALONG THE ILLINOIS
 BJ3184'CENTRAL RAILROAD FROM THE STATION AT BATON ROUGE, 0.1 MILE
 BJ3184'NORTH OF CHOCTOW ROAD, 0.5 MILE SOUTH OF THE FENCED ENCLOSURE
 BJ3184'AROUND THE GENERAL CHEMICAL CORP., 242 FEET WEST OF THE
 BJ3184'CENTERLINE OF CHIPPAWA STREET, IN AN OPEN FIELD OWNED BY THE
 BJ3184'GENERAL CHEMICAL CORP, IN THE NORTHEAST ANGLE OF THE
 BJ3184'INTERSECTION OF A NORTH-SOUTH GRAVELED ROAD AND A SPUR TRACK
 BJ3184'LEADING SOUTHEAST.  IT IS 300 FEET NORTHEAST OF THE ILLINOIS
 BJ3184'CENTRAL ROUNDHOUSE, 106 FEET EAST OF A SWITCH STAND FOR A
 BJ3184'SIDE TRACK, 34 FEET EAST OF THE NORTH-SOUTH GRAVELED ROAD, 64
 BJ3184'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SPUR TRACK
 BJ3184'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST BEARING A
 BJ3184'WHITE SIGN.  IT IS A STANDARD DISK, STAMPED BABIN 1929 1959,
 BJ3184'PROJECTING 6 INCHES.
 BJ3184'
 BJ3184'REFERENCE MARK NO. 3 IS 75.96 FEET SOUTH OF THE STATION, 51
 BJ3184'FEET EAST OF THE NORTH-SOUTH GRAVELED ROAD, 23 FEET NORTHEAST
 BJ3184'OF THE NORTHEAST RAIL OF THE SPUR TRACK, 1.5 FEET SOUTHEAST
 BJ3184'OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 BJ3184'DISK, STAMPED BABIN NO 3 1929 1959, PROJECTING 4 INCHES.
 BJ3184'
 BJ3184'REFERENCE MARK NO. 4 IS 84.45 FEET WEST OF THE STATION,
 BJ3184'25.7 FEET NORTHEAST OF A SWITCH STAND, 28 FEET WEST OF THE
 BJ3184'NORTH-SOUTH GRAVELED ROAD, 9.7 FEET WEST OF THE WEST RAIL OF
 BJ3184'THE SPUR TRACK, 28 FEET EAST OF THE EAST RAIL OF THE MAIN
 BJ3184'TRACK AND 2 FEET NORTH OF A POWER POLE.  IT IS A STANDARD DISK,
 BJ3184'STAMPED BABIN NO 4 1929 1959, PROJECTING 4 INCHES.
 BJ3184'
 BJ3184'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 114.8
 BJ3184'FEET.
 BJ3184'
 BJ3184'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION.
 BJ3184
 BJ3184                          STATION RECOVERY (1965)
 BJ3184
 BJ3184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BJ3184'THE STATION MARK, STAMPED BABIN 1929 1959, IS ABOUT 1.0 MILE
 BJ3184'SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 BJ3184'THE STATION AT NORTH BATON ROUGE, IN SECTION 37, T 7 S, R 1 W,
 BJ3184'ABOUT 0.55 MILE SOUTH OF MILEPOST 364, 111 FEET EAST OF THE
 BJ3184'EAST RAIL OF THE MAIN TRACK, 62 FEET NORTHEAST OF THE NORTHEAST
 BJ3184'RAIL OF THE ILLINOIS CENTRAL RAILROAD, 52 FEET EAST OF THE CENTER
 BJ3184'LINE OF A GRAVELED ROAD, 1.0 FOOT EAST OF A METAL WITNESS
 BJ3184'POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 BJ3184'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BJ3184'
 BJ3184'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 BJ3184'
 BJ3184'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 BJ3184'
 BJ3184'R.M. 3, STAMPED BABIN NO 3 1929 1959, IS 74 FEET SOUTH OF
 BJ3184'THE STATION MARK, ABOUT 5 RAILS NORTH OF THE CROSSING
 BJ3184'OF THE ILLINOIS CENTRAL RAILROAD AND U.S. HIGHWAY 61, 109 FEET
 BJ3184'EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE YAZOO AND
 BJ3184'MISSISSIPPI VALLEY RAILROAD, 24 FEET NORTHEAST OF THE NORTHEAST
 BJ3184'RAIL OF THE ILLINOIS CENTRAL RAILROAD, 1.0 FOOT SOUTH OF A
 BJ3184'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 BJ3184'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BJ3184'INCHES.
 BJ3184
 BJ3184                          STATION RECOVERY (1968)
 BJ3184
 BJ3184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RT)
 BJ3184'THE STATION AND REFERENCE MARK 3 WERE FOUND IN GOOD CONDITION.
 BJ3184'
 BJ3184'THE STATION IS APPROXIMATELY 1.75 MILES NORTH ALONG THE
 BJ3184'ILLINOIS CENTRAL RAILROAD AND FRONT STREET, 110.80 FEET EAST
 BJ3184'OF THE EAST RAIL OF THE MAIN LINE, 53.0 FEET EAST OF THE
 BJ3184'CENTER OF A BLACKTOP STREET LEADING TO FREIGHT YARD.
 BJ3184'
 BJ3184'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 BJ3184'CONCRETE POST, PROJECTING 3 INCHES.  STATION IS STAMPED
 BJ3184'BABIN 1929-59 1968.
 BJ3184'
 BJ3184'REFERENCE MARK 3, STAMPED BABIN NO. 3 1929-59, IS 74.10 FEET
 BJ3184'SOUTH OF THE STATION MARK, 24 FEET NORTHEAST OF THE NORTHEAST
 BJ3184'RAIL OF AN ILLINOIS CENTRAL RAILROAD SPUR TRACK, 1.0 FEET
 BJ3184'SOUTH OF A METAL WITNESS POST AND SIGN.  THE STATION IS
 BJ3184'PROJECTING 4 INCHES.
 BJ3184'
 BJ3184'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION,
 BJ3184'DRIVE NORTH ON FRONT STREET FOR 1.60 MILES TO A BLACKTOP
 BJ3184'STREET LEADING WEST AND NORTH, TAKE THE BLACKTOP STREET FOR
 BJ3184'0.15 MILE TO THE STATION SET TO THE EAST OF THE STREET NEAR
 BJ3184'A RAILROAD SPUR TRACK.
 BJ3184
 BJ3184                          STATION RECOVERY (1970)
 BJ3184
 BJ3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BJ3184'STATION MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED
 BJ3184'IN GOOD CONDITION.  DESCRIPTION BY C.R.R. IN 1959 IS ADEQUATE
 BJ3184'FOR RECOVERY.
 BJ3184
 BJ3184                          STATION RECOVERY (1970)
 BJ3184
 BJ3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3184'THE STATION MARK RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 BJ3184'MARK 1 AND 2 HAVE BEEN DESTROYED.  REFERENCE MARK 3 AND 4 WAS
 BJ3184'ESTABLISHED IN 1959.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 BJ3184'TIME.
 BJ3184'
 BJ3184'THE DISTANCE AND DIRECTION TO REFERENCE MARK 3 AND 4 CHECKED THE 1959
 BJ3184'DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ3184'
 BJ3184'THE STATION IS LOCATED ABOUT 0.7 MILE NORTH OF THE STATE CAPITOL
 BJ3184'BUILDING, 0.1 MILE NORTH OF THE JUNCTION OF CHOCTAW ROAD AND N 3RD
 BJ3184'STREET AND ON LAND OWNED BY THE ALLIED CHEMICAL CORPORATION, P.O.
 BJ3184'BOX 2830, BATON ROUGE, LOUISIANA 70821.
 BJ3184'
 BJ3184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND U.S.
 BJ3184'HIGHWAY 61 (BUSINESS) (N 3RD STREET AND CHOCTAW ROAD), GO NORTH ON A
 BJ3184'PAVED ROAD LEADING TO THE ALLIED CHEMICAL PLANT FOR 0.1 MILE TO THE
 BJ3184'STATION ON THE RIGHT.
 BJ3184'
 BJ3184'THE STATION MARKS ARE STANDARD DISKS STAMPED BABIN 1929 1959.  THE
 BJ3184'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ3184'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 86 FEET
 BJ3184'NORTHEAST OF A UTILITY POLE, 85 FEET SOUTHEAST OF A UTILITY POLE,
 BJ3184'72 FEET NORTHEAST OF THE CENTER OF A RAILROAD TRACK WHERE IT CROSS
 BJ3184'THE PAVED ROAD AND 50 FEET EAST OF THE CENTER OF THE PAVED ROAD.
 BJ3184'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ3184'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ3184'
 BJ3184'REFERENCE MARK 3, A STANDARD DISK STAMPED BABIN 1929 NO 3 1959, IS
 BJ3184'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ3184'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET EAST OF
 BJ3184'THE CENTER OF THE PAVED ROAD, 34 FEET SOUTH OF A DRIVEWAY, 26 FEET
 BJ3184'NORTH- EAST OF THE CENTER OF RAILROAD TRACKS AND 1.6 FEET SOUTHEAST
 BJ3184'OF A METAL WITNESS POST.
 BJ3184'
 BJ3184'REFERENCE MARK 4, A STANDARD DISK STAMPED BABIN 1929 NO 4 1959, IS
 BJ3184'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ3184'FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF
 BJ3184'THE PAVED ROAD, 28 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS,
 BJ3184'7 FEET SOUTH OF A SWITCHBOX THAT IS ON A CONCRETE POST AND 1.5
 BJ3184'FEET SOUTHEAST OF A UTILITY POLE.
 BJ3184'
 BJ3184'THE AZIMUTH MARK, A STANDARD DISK STAMPED BABIN 1929 1959
 BJ3184'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ3184'FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET SOUTH OF THE
 BJ3184'CENTERLINE OF CHOCTAW ROAD, 9.5 FEET NORTH OF THE NORTH RAIL OF A
 BJ3184'RAILROAD TRACK AND 3 FEET SOUTH OF A UTILITY POLE NUMBER
 BJ3184'380-29.
 BJ3184'
 BJ3184'TO REACH THE AZIMUTH MARK FROM N 3RD STREET AND CHOCTAW ROAD, GO
 BJ3184'EAST ON CHOCTAW ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 BJ3184'
 BJ3184'NOTE--NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO TREE ON LINE.
 BJ3184'
 BJ3184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST EDGE OF
 BJ3184'BATON ROUGE.
 BJ3184'
 BJ3184'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 BJ3184
 BJ3184                          STATION RECOVERY (1971)
 BJ3184
 BJ3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BJ3184'STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 BJ3184'CONDITION.  OTHER REFERENCE MARKS NOT SEARCHED FOR.
 BJ3184
 BJ3184                          STATION RECOVERY (1972)
 BJ3184
 BJ3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BJ3184'THE STATION WAS VISITED 1-28-72 AND THE STATION SURFACE MARK
 BJ3184'WAS FOUND DISTURBED.  THE UNDERGROUND MARK WAS FOUND IN GOOD
 BJ3184'CONDITION.  THE SURFACE MARK WAS REPLACED OVER THE CENTER
 BJ3184'OF THE UNDERGROUND MARK AND REENFORCED WITH CONCRETE.  REFERENCE
 BJ3184'MARKS NO. 3 AND NO. 4 WERE FOUND IN GOOD CONDITION.  THE
 BJ3184'DISTANCE AND ANGLE TO THE REFERENCE MARKS CHECKED SATISFACTORLY.
 BJ3184'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IS NOW
 BJ3184'OBSTRUCTED FROM THE STATION BY AN NEW LARGE WAREHOUSE BUILT
 BJ3184'ON LINE.  THE AREA AT THE STATION SITE IS NOW OWNED BY THE
 BJ3184'CITY AND WILL BE DEVELOPED WITH SOME NEW BUILDINGS IN THE
 BJ3184'AREA.  THE STATION DISK WAS RESTAMPED BABIN 1929 1959 1972
 BJ3184'AT THIS DATE.  THE 1970 DESCRIPTION FOR THE STATION IS
 BJ3184'ADEQUATE.
 BJ3184'
 BJ3184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NW EDGE
 BJ3184'OF BATON ROUGE
 BJ3184
 BJ3184                          STATION RECOVERY (1972)
 BJ3184
 BJ3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BJ3184'THE STATION WAS VISITED 11-3-72 AND THE STATION AND REFERENCE MARKS
 BJ3184'NO. 3 AND 4 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 BJ3184'OBSTRUCTED FROM THE STATION BY A LARGE METAL BUILDING BUILT ON
 BJ3184'LINE.  THE STATION AND REFERENCE MARK NO. 3 WAS REQUESTED MOVED AT
 BJ3184'THIS DATE. THIS WAS DONE BY ESTABLISHING A NEW STATION BABIN 2 1972,
 BJ3184'27.406 METERS SOUTHWEST OF THE STATION.  REFERENCE MARK NO. 3
 BJ3184'WAS DESTROYED AND THE DISK RECLAIMED, REFERENCE MARK NO. 4 WAS LEFT
 BJ3184'INTACT AND USED AS THE REFERENCE MARK FOR THE NEW STATION.  SEE
 BJ3184'DESCRIPTION FOR STATION BABIN 2 1972.
 BJ3184'
 BJ3184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BATON ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0527 ***********************************************************************
 BJ0527  DESIGNATION -  BABIN 2
 BJ0527  PID         -  BJ0527
 BJ0527  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0527  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0527
 BJ0527                         *CURRENT SURVEY CONTROL
 BJ0527  ___________________________________________________________________
 BJ0527* NAD 83(1992)-  30 28 14.23805(N)    091 11 18.35716(W)     ADJUSTED  
 BJ0527* NAVD 88     -        16.564  (meters)      54.34   (feet)  ADJUSTED  
 BJ0527  ___________________________________________________________________
 BJ0527  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ0527  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0527  DYNAMIC HT  -          16.543 (meters)      54.27  (feet)  COMP
 BJ0527  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BJ0527
 BJ0527  HORZ ORDER  -  SECOND
 BJ0527  VERT ORDER  -  FIRST     CLASS I
 BJ0527
 BJ0527.The horizontal coordinates were established by classical geodetic methods
 BJ0527.and adjusted by the National Geodetic Survey in January 1993..
 BJ0527
 BJ0527.The orthometric height was determined by differential leveling
 BJ0527.and adjusted by the National Geodetic Survey in February 1994..
 BJ0527
 BJ0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0527
 BJ0527.The geoid height was determined by GEOID03.
 BJ0527
 BJ0527.The dynamic height is computed by dividing the NAVD 88
 BJ0527.geopotential number by the normal gravity value computed on the
 BJ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0527.degrees latitude (g = 980.6199 gals.).
 BJ0527
 BJ0527.The modeled gravity was interpolated from observed gravity values.
 BJ0527
 BJ0527;                    North         East     Units Scale Factor Converg.
 BJ0527;SPC LA S     -   218,443.352 1,013,913.928   MT  0.99995924   +0 04 20.8
 BJ0527;SPC LA S     -   716,676.23  3,326,482.61   sFT  0.99995924   +0 04 20.8
 BJ0527;UTM  15      - 3,372,330.348   673,905.369   MT  0.99997310   +0 55 07.9
 BJ0527
 BJ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0527!SPC LA S     -   1.00000167  x   0.99995924  =   0.99996091
 BJ0527!UTM  15      -   1.00000167  x   0.99997310  =   0.99997477
 BJ0527
 BJ0527|---------------------------------------------------------------------|
 BJ0527| PID    Reference Object                     Distance      Geod. Az  |
 BJ0527|                                                           dddmmss.s |
 BJ0527| BJ3184 BABIN                                27.419 METERS 05753     |
 BJ0527| BJ0526 BABIN 2 RM 5                         14.020 METERS 08446     |
 BJ0527| BJ0528 BABIN 2 RM 6                         23.704 METERS 12335     |
 BJ0527| BJ0532 BABIN RM 4                           20.238 METERS 35433     |
 BJ0527|---------------------------------------------------------------------|
 BJ0527
 BJ0527                          SUPERSEDED SURVEY CONTROL
 BJ0527
 BJ0527  NAD 83(1986)-  30 28 14.25645(N)    091 11 18.35474(W) AD(       ) 2
 BJ0527  NAD 27      -  30 28 13.57472(N)    091 11 17.96530(W) AD(       ) 2
 BJ0527  NGVD 29 (??/??/??)   16.550  (m)           54.30   (f) ADJUSTED    1 1
 BJ0527
 BJ0527.Superseded values are not recommended for survey control.
 BJ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0527.See file dsdata.txt to determine how the superseded data were derived.
 BJ0527
 BJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7390572330(NAD 83)
 BJ0527_MARKER: DS = TRIANGULATION STATION DISK
 BJ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0527_SP_SET: CONCRETE POST
 BJ0527_STAMPING: BABIN 2 1972
 BJ0527_MARK LOGO: NGS   
 BJ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0527+STABILITY: SURFACE MOTION
 BJ0527
 BJ0527  HISTORY     - Date     Condition        Report By
 BJ0527  HISTORY     - 1972     MONUMENTED       NGS
 BJ0527  HISTORY     - 1972     GOOD             NGS
 BJ0527  HISTORY     - 1975     GOOD             NGS
 BJ0527  HISTORY     - 1975     GOOD             NGS
 BJ0527  HISTORY     - 1976     GOOD             NGS
 BJ0527  HISTORY     - 1987     GOOD             LA-033
 BJ0527
 BJ0527                          STATION DESCRIPTION
 BJ0527
 BJ0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BJ0527'THE STATION IS LOCATED ABOUT 0.7 MILE NORTH OF THE STATE CAPITOL
 BJ0527'BUILDING IN BATON ROUGE, 0.1 MILE ON THE INTERSECTION OF N 3RD
 BJ0527'STREET AND CHOCTAW ROAD, AT THE SOUTHWEST EDGE OF AN AREA OWNED BY
 BJ0527'THE CITY AND ON PROPERTY OWNED BY THE RAILROAD COMPANY.  IT IS 41.6
 BJ0527'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 21 FEET SOUTHWEST OF
 BJ0527'THE SOUTHWEST RAIL OF THE TRACK CROSSING THE ROAD, 6 FEET WEST OF A
 BJ0527'POWER POLE, 27 FEET WEST OF THE CENTER OF THE ROAD, 62 FEET
 BJ0527'SOUTHEAST OF A SWITCH STAND, AND 68 FEET SSE OF A TELEGRAPH POLE.
 BJ0527'IT IS TRIANGULATION STATION DISK STAMPED BABIN 2 1972, FLUSH
 BJ0527'WITH THE GROUND.
 BJ0527'
 BJ0527'REFERENCE MARK NO. 4 IS 66.40 FEET NORTH OF THE STATION, 25 FEET
 BJ0527'NORTHEAST OF A SWITCH STAND, 31 FEET WEST OF THE CENTER OF THE ROAD,
 BJ0527'10 FEET WEST OF THE WEST RAIL OF THE TRACKS CROSSING THE ROAD, 28
 BJ0527'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 1.5 FEET SSE OF A
 BJ0527'TELEPHONE POLE, 7.5 FEET SOUTH OF THE ELECTRIC SWITCH BOX.  IT IS A
 BJ0527'REFERENCE MARK DISK STAMPED BABIN NO 4 1929 1959, FLUSH WITH THE
 BJ0527'GROUND.
 BJ0527'
 BJ0527'REFERENCE MARK NO. 5 IS 45.99 FEET EAST OF THE STATION, 19.5 FEET
 BJ0527'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK CROSSING THE ROAD, 19
 BJ0527'FEET EAST OF THE CENTER OF THE ROAD, 40 FEET EAST OF THE POWER POLE
 BJ0527'NEAR THE STATION, 86 FEET SOUTHEAST OF THE ELECTRIC SWITCH BOX,
 BJ0527'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS NGS DISK STAMPED
 BJ0527'BABIN 2 1972 NO 5 FLUSH WITH THE GROUND.
 BJ0527
 BJ0527                          STATION RECOVERY (1972)
 BJ0527
 BJ0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BJ0527'1.0 MI S FROM NORTH BATON ROUGE.
 BJ0527'ABOUT 1.0 MILE SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0527'FROM THE STATION IN NORTH BATON ROUGE, ABOUT 0.55 MILE SOUTH OF MILE
 BJ0527'POST 364, ABOUT 0.7 MILE NORTH OF STATE CAPITOL BUILDING, 0.1 MILE
 BJ0527'NORTH OF THE INTERSECTION TO N. THIRD STREET AND CHOCTAW ROAD, AT THE
 BJ0527'SOUTHWEST EDGE OF THE PROPERTY OWNED BY THE CITY AND ON THE PROPERTY
 BJ0527'OWNED BY THE RAILROAD COMPANY.  IT IS 41.5 FEET EAST OF THE EAST RAIL
 BJ0527'OF THE MAIN TRACK, 21 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 BJ0527'TRACK CROSSING THE ROAD, 6 FEET WEST OF A POWER POLE, 27 FEET WEST OF
 BJ0527'THE CENTER OF THE ROAD, 62 FEET SOUTHEAST OF A SWITCH STAND AND 68
 BJ0527'FEET SSE OF A TELEGRAPH POLE.  IT IS A TRIANGULATION STATION
 BJ0527'DISKSTAMPED BABIN 2 1972, FLUSH WITH THE GROUND.
 BJ0527
 BJ0527                          STATION RECOVERY (1975)
 BJ0527
 BJ0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BJ0527'THE STATION WAS VISITED 2-20-75 AND THE STATION MARK AND REFERENCE
 BJ0527'MARK NO. 5 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 4 WAS
 BJ0527'FOUND DESTROYED.  REFERENCE MARK NO. 6 WAS ESTABLISHED AT THIS
 BJ0527'DATE.  A NEW DESCRIPTION FOLLOWS--
 BJ0527'
 BJ0527'THE STATION IS LOCATED 0.7 MILES NORTH OF THE STATE CAPITOL BUILDING
 BJ0527'IN BATON ROUGE, 0.1 MILE NORTH OF THE INTERSECTION OF N THIRD STREET
 BJ0527'AND CHACTOW ROAD, AT THE SOUTHWEST AREA OWNED BY THE CITY AND ON
 BJ0527'THE PROPERTY OWNED BY THE RAILROAD.  IT IS 41.6 FEET EAST OF THE
 BJ0527'EAST RAIL OF THE MAIN TRACK, 21 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 BJ0527'OF THE TRACK CROSSING THE ROAD, AND 62 FEET SOUTHEAST OF A
 BJ0527'SWITCH STAND ON THE TRACKS.  IT IS A TRIANGULATION STATION DISK
 BJ0527'STAMPED BABIN 2 1972 FLUSH WITH THE GROUND.
 BJ0527'
 BJ0527'REFERENCE MARK NO. 5 IS 46.00 FEET EAST OF THE STATION.  IT IS 19.5
 BJ0527'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK CROSSING THE ROAD,
 BJ0527'40 FEET EAST OF A POWER POLE NEAR THE STATION, 86 FEET SOUTHEAST OF
 BJ0527'AN ELECTRIC SWITCH BOX AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 BJ0527'IS A REFERENCE MARK DISK STAMPED BABIN 2 1972 NO 5.
 BJ0527'
 BJ0527'REFERENCE MARK NO. 6 IS 77.76 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ0527'51.8 FEET NORTH OF THE SOUTH END OF A CONCRETE REVETMENT WALL, 20.1
 BJ0527'FEET EAST OF THE EAST RAIL OF THE TRACK CROSSING THE ROAD, 51.8
 BJ0527'FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING AND THE TRACKS.
 BJ0527'IT IS A REFERENCE MARK DISK SET IN A DRILL HOLE IN THE TOP OF THE
 BJ0527'CONCRETE WALL.  IT IS STAMPED BABIN 2 NO 6 1972.
 BJ0527'
 BJ0527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE NORTH.
 BJ0527
 BJ0527                          STATION RECOVERY (1975)
 BJ0527
 BJ0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BJ0527'RECOVERED IN GOOD CONDITION.
 BJ0527
 BJ0527                          STATION RECOVERY (1976)
 BJ0527
 BJ0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0527'1.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD TRACK FROM THE
 BJ0527'WEST END OF FLORIDA BOULEVARD, AT BATON ROUGE, 0.1 MILE NORTH ALONG
 BJ0527'AN ASPHALT ROAD FROM THE JUNCTION OF RIVERSIDE ROAD NORTH AND
 BJ0527'CHOCTAW DRIVE, 62 FT SOUTHEAST FROM THE CENTER OF A SWITCHSTAND,
 BJ0527'41.3 FT EAST OF THE EAST RAIL OF THE MAIN TRACK, 26.5 FT WEST OF THE
 BJ0527'CENTER LINE OF THE ASPHALT ROAD, 21.0 FT SOUTHWEST OF THE
 BJ0527'SOUTHWEST RAIL OF A SPUR TRACK, 6.5 FT WEST OF A POWER LINE POLE,
 BJ0527'45.99 FT WEST OF AND ACROSS THE ROAD AND SPUR TRACK FROM BABIN RM 5.
 BJ0527
 BJ0527                          STATION RECOVERY (1987)
 BJ0527
 BJ0527'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0527'RECOVERED IN GOOD CONDITION WITH FOLLOWING NEW MEASUREMENT.
 BJ0527'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0526 ***********************************************************************
 BJ0526  DESIGNATION -  BABIN 2 RM 5
 BJ0526  PID         -  BJ0526
 BJ0526  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0526  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0526
 BJ0526                         *CURRENT SURVEY CONTROL
 BJ0526  ___________________________________________________________________
 BJ0526* NAD 83(1986)-  30 28 15.     (N)    091 11 17.     (W)     SCALED    
 BJ0526* NAVD 88     -        16.574  (meters)      54.38   (feet)  ADJUSTED  
 BJ0526  ___________________________________________________________________
 BJ0526  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0526  DYNAMIC HT  -          16.553 (meters)      54.31  (feet)  COMP
 BJ0526  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ0526
 BJ0526  VERT ORDER  -  FIRST     CLASS I
 BJ0526
 BJ0526.The horizontal coordinates were scaled from a topographic map and have
 BJ0526.an estimated accuracy of +/- 6 seconds.
 BJ0526
 BJ0526.The orthometric height was determined by differential leveling
 BJ0526.and adjusted by the National Geodetic Survey in February 1994..
 BJ0526
 BJ0526.The geoid height was determined by GEOID03.
 BJ0526
 BJ0526.The dynamic height is computed by dividing the NAVD 88
 BJ0526.geopotential number by the normal gravity value computed on the
 BJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0526.degrees latitude (g = 980.6199 gals.).
 BJ0526
 BJ0526.The modeled gravity was interpolated from observed gravity values.
 BJ0526
 BJ0526;                    North         East    Units  Estimated Accuracy
 BJ0526;SPC LA S     -   218,470.    1,013,950.      MT  (+/- 180 meters Scaled)
 BJ0526
 BJ0526                          SUPERSEDED SURVEY CONTROL
 BJ0526
 BJ0526  NGVD 29 (??/??/??)   16.556  (m)           54.32   (f) ADJUSTED    1 1
 BJ0526
 BJ0526.Superseded values are not recommended for survey control.
 BJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0526.See file dsdata.txt to determine how the superseded data were derived.
 BJ0526
 BJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP739723(NAD 83)
 BJ0526_MARKER: DR = REFERENCE MARK DISK
 BJ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0526_SP_SET: CONCRETE POST
 BJ0526_STAMPING: BABIN 2 NO 5 1972
 BJ0526_MARK LOGO: NGS   
 BJ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0526+STABILITY: SURFACE MOTION
 BJ0526
 BJ0526  HISTORY     - Date     Condition        Report By
 BJ0526  HISTORY     - 1972     MONUMENTED       NGS
 BJ0526  HISTORY     - 1976     GOOD             NGS
 BJ0526  HISTORY     - 1987     GOOD             LA-033
 BJ0526
 BJ0526                          STATION DESCRIPTION
 BJ0526
 BJ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BJ0526'1.0 MI S FROM NORTH BATON ROUGE.
 BJ0526'LOCATED 0.7 MILE NORTH OF THE STATE CAPITOL BUILDING, 1.0 MILE SOUTH
 BJ0526'ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM THE STATION AT
 BJ0526'NORTH BATON ROUGE, 0.1 MILE NORTH OF THE INTERSECTION OF NORTH THIRD
 BJ0526'STREET AND CHOCTAW ROAD.  IT IS 45.99 FEET EAST OF TRIANGULATION
 BJ0526'STATION BABIN 2 1972, 19.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 BJ0526'TRACK CROSSING THE ROAD, 19 FEET EAST OF THE CENTER OF THE ROAD, 40
 BJ0526'FEET EAST OF THE POWER POLE NEAR THE STATION, 86 FEET SOUTHEAST OF THE
 BJ0526'ELECTRIC SWITCH BOX AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS
 BJ0526'FLUSH WITH THE GROUND.
 BJ0526
 BJ0526                          STATION RECOVERY (1976)
 BJ0526
 BJ0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0526'1.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD LINE FROM THE
 BJ0526'WEST END OF FLORIDA BOULEVARD AT BATON ROUGE, THENCE O.1 MILE NORTH
 BJ0526'ALONG AN ASPHALT ROAD FROM THE JUNCTION OF RIVERSIDE NORTH AND
 BJ0526'CHOCTAW DRIVE, 87.3 FT EAST OF THE EAST RAIL OF THE MAIN TRACK, 19.5
 BJ0526'FT NORTHEAST OF THE NORTHEAST RAIL SPUR TRACK, 19 FT EAST OF THE
 BJ0526'CENTER LINE OF AN ASPHALT ROAD, 6.5 FT SOUTH OF A POWER LINE POLE
 BJ0526'WITH A LIGHT, 2.5 FT WEST OF A CYCLONE FENCE
 BJ0526
 BJ0526                          STATION RECOVERY (1987)
 BJ0526
 BJ0526'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0528 ***********************************************************************
 BJ0528  DESIGNATION -  BABIN 2 RM 6
 BJ0528  PID         -  BJ0528
 BJ0528  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0528  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0528
 BJ0528                         *CURRENT SURVEY CONTROL
 BJ0528  ___________________________________________________________________
 BJ0528* NAD 83(1986)-  30 28 14.     (N)    091 11 17.     (W)     SCALED    
 BJ0528* NAVD 88     -        16.308  (meters)      53.50   (feet)  ADJUSTED  
 BJ0528  ___________________________________________________________________
 BJ0528  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0528  DYNAMIC HT  -          16.286 (meters)      53.43  (feet)  COMP
 BJ0528  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BJ0528
 BJ0528  VERT ORDER  -  FIRST     CLASS I
 BJ0528
 BJ0528.The horizontal coordinates were scaled from a topographic map and have
 BJ0528.an estimated accuracy of +/- 6 seconds.
 BJ0528
 BJ0528.The orthometric height was determined by differential leveling
 BJ0528.and adjusted by the National Geodetic Survey in February 1994..
 BJ0528
 BJ0528.The geoid height was determined by GEOID03.
 BJ0528
 BJ0528.The dynamic height is computed by dividing the NAVD 88
 BJ0528.geopotential number by the normal gravity value computed on the
 BJ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0528.degrees latitude (g = 980.6199 gals.).
 BJ0528
 BJ0528.The modeled gravity was interpolated from observed gravity values.
 BJ0528
 BJ0528;                    North         East    Units  Estimated Accuracy
 BJ0528;SPC LA S     -   218,440.    1,013,950.      MT  (+/- 180 meters Scaled)
 BJ0528
 BJ0528                          SUPERSEDED SURVEY CONTROL
 BJ0528
 BJ0528  NGVD 29 (??/??/??)   16.294  (m)           53.46   (f) ADJUSTED    1 1
 BJ0528
 BJ0528.Superseded values are not recommended for survey control.
 BJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0528.See file dsdata.txt to determine how the superseded data were derived.
 BJ0528
 BJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP739723(NAD 83)
 BJ0528_MARKER: DR = REFERENCE MARK DISK
 BJ0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0528_SP_SET: CONCRETE WALL
 BJ0528_STAMPING: BABIN 2 NO 6 1972
 BJ0528_MARK LOGO: NGS   
 BJ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0528+STABILITY: SURFACE MOTION
 BJ0528
 BJ0528  HISTORY     - Date     Condition        Report By
 BJ0528  HISTORY     - 1972     MONUMENTED       NGS
 BJ0528  HISTORY     - 1975     GOOD             NGS
 BJ0528  HISTORY     - 1976     GOOD             NGS
 BJ0528  HISTORY     - 1987     GOOD             LA-033
 BJ0528
 BJ0528                          STATION DESCRIPTION
 BJ0528
 BJ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BJ0528'0.7 MI N FROM BATON ROUGE.
 BJ0528'LOCATED 0.7 MILE NORTH OF THE STATE CAPITOL BUILDING IN BATON ROUGE,
 BJ0528'0.1 MILE NORTH OF THE INTERSECTION OF N. THIRD STREET AND CHACTOW
 BJ0528'ROAD, 77.76 FEET EAST-SOUTHEAST OF TRIANGULATION BABIN 2 1972, 51.8
 BJ0528'FEET NORTH OF THE SOUTH END OF A CONCRETE REVETMENT WALL, 20.1 FEET
 BJ0528'EAST OF THE EAST RAIL OF THE TRACK CROSSING THE ROAD, AND 51.8 FEET
 BJ0528'SOUTHEAST OF THE CENTER OF THE ROAD CROSSING THE TRACKS.  IT IS A
 BJ0528'REFERENCE MARK DISK STAMPED BABIN 2 NO 6 1972 SET IN A DRILL HOLE IN
 BJ0528'THE TOP OF THE CONCRETE WALL.
 BJ0528
 BJ0528                          STATION RECOVERY (1976)
 BJ0528
 BJ0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0528'1.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD LINE FROM THE
 BJ0528'WEST END OF FLORIDA BOULEVARD AT BATON ROUGE, THENCE 0.1 MILE NORTH
 BJ0528'ALONG AN ASPHALT ROAD FROM THE JUNCTION OF RIVERSIDE NORTH AND
 BJ0528'CHOCTAW DRIVE, 69.5 FT NORTH OF A FENCE CORNER, 20.1 FT EAST OF THE
 BJ0528'EAST RAIL OF SPUR TRACK, 77.76 FT EAST - SOUTHEAST OF STATION
 BJ0528'BABIN 2 1972, 50.91 FT SOUTH OF BABIN 2 RM 5, IN TOP OF CONCRETE
 BJ0528'REVETMENT WALL SUPPORTING A CYCLONE FENCE.
 BJ0528
 BJ0528                          STATION RECOVERY (1987)
 BJ0528
 BJ0528'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2041 ***********************************************************************
 BJ2041  DESIGNATION -  BABIN RESET 1972
 BJ2041  PID         -  BJ2041
 BJ2041  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ2041  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2041
 BJ2041                         *CURRENT SURVEY CONTROL
 BJ2041  ___________________________________________________________________
 BJ2041* NAD 83(1986)-  30 28 12.     (N)    091 11 14.     (W)     SCALED    
 BJ2041* NAVD 88     -        17.04   (+/-2cm)      55.9    (feet)  VERTCON   
 BJ2041  ___________________________________________________________________
 BJ2041  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ2041
 BJ2041  VERT ORDER  -  THIRD (See Below)
 BJ2041
 BJ2041.The horizontal coordinates were scaled from a topographic map and have
 BJ2041.an estimated accuracy of +/- 6 seconds.
 BJ2041
 BJ2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2041.The vertical order pertains to the NGVD 29 superseded value.
 BJ2041
 BJ2041.The geoid height was determined by GEOID03.
 BJ2041
 BJ2041;                    North         East    Units  Estimated Accuracy
 BJ2041;SPC LA S     -   218,380.    1,014,030.      MT  (+/- 180 meters Scaled)
 BJ2041
 BJ2041                          SUPERSEDED SURVEY CONTROL
 BJ2041
 BJ2041  NGVD 29 (??/??/??)   17.04   (m)           55.9    (f) RESET       3  
 BJ2041
 BJ2041.Superseded values are not recommended for survey control.
 BJ2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2041.See file dsdata.txt to determine how the superseded data were derived.
 BJ2041
 BJ2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740722(NAD 83)
 BJ2041_MARKER: DS = TRIANGULATION STATION DISK
 BJ2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2041_STAMPING: BABIN 1929 1959 1972
 BJ2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2041+STABILITY: SURFACE MOTION
 BJ2041
 BJ2041  HISTORY     - Date     Condition        Report By
 BJ2041  HISTORY     - 1972     MONUMENTED       NGS
 BJ2041
 BJ2041                          STATION DESCRIPTION
 BJ2041
 BJ2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BJ2041'1 MI S FROM NORTH BATON ROUGE.
 BJ2041'LOCATED ABOUT 1.0 MILE SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY
 BJ2041'RAILROAD FROM THE STATION AT NORTH BATON ROUGE, IN SECTION 37, T7 S, R
 BJ2041'1 W, ABOUT 0.55 MILE SOUTH OF MILEPOST 364, 111 FEET EAST OF THE EAST
 BJ2041'RAIL OF THE TRACKS, 72 FEET NORTHEAST OF THE CENTER OF THE ROAD
 BJ2041'CROSSING, 50 FEET EAST OF THE CENTER OF THE PAVED ROAD, 85 FEET
 BJ2041'SOUTHEAST OF A UTILITY POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 BJ2041'IT IS A TRIANGULATION STATION DISK STAMPED BABIN 1929 1959 1972 FLUSH
 BJ2041'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0920 ***********************************************************************
 AT0920  DESIGNATION -  BABY 1950
 AT0920  PID         -  AT0920
 AT0920  STATE/COUNTY-  LA/ST BERNARD
 AT0920  USGS QUAD   -  FREEMASON ISLAND (1951)
 AT0920
 AT0920                         *CURRENT SURVEY CONTROL
 AT0920  ___________________________________________________________________
 AT0920* NAD 83(1992)-  29 47 18.39277(N)    088 58 57.07537(W)     ADJUSTED  
 AT0920* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0920  ___________________________________________________________________
 AT0920  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AT0920  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AT0920
 AT0920  HORZ ORDER  -  THIRD
 AT0920
 AT0920.The horizontal coordinates were established by classical geodetic methods
 AT0920.and adjusted by the National Geodetic Survey in May 1994..
 AT0920
 AT0920.The orthometric height was scaled from a topographic map.
 AT0920
 AT0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0920
 AT0920.The geoid height was determined by GEOID03.
 AT0920
 AT0920;                    North         East     Units Scale Factor Converg.
 AT0920;SPC LA S     -   145,148.128 1,227,269.432   MT  0.99993258   +1 10 31.6
 AT0920;SPC LA S     -   476,206.82  4,026,466.46   sFT  0.99993258   +1 10 31.6
 AT0920;UTM  16      - 3,296,990.941   308,366.672   MT  1.00005312   -0 59 06.8
 AT0920
 AT0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0920!SPC LA S     -   1.00000391  x   0.99993258  =   0.99993649
 AT0920!UTM  16      -   1.00000391  x   1.00005312  =   1.00005703
 AT0920
 AT0920:                Primary Azimuth Mark                     Grid Az
 AT0920:SPC LA S     -  ACHE                                     004 16 31.1
 AT0920:UTM  16      -  ACHE                                     006 26 09.5
 AT0920
 AT0920|---------------------------------------------------------------------|
 AT0920| PID    Reference Object                     Distance      Geod. Az  |
 AT0920|                                                           dddmmss.s |
 AT0920| AT0918 ACHE                                APPROX. 2.8 KM 0052702.7 |
 AT0920|---------------------------------------------------------------------|
 AT0920
 AT0920                          SUPERSEDED SURVEY CONTROL
 AT0920
 AT0920  NAD 83(1992)-  29 47 18.39943(N)    088 58 57.06644(W) AD(       ) 3
 AT0920  NAD 83(1986)-  29 47 18.39956(N)    088 58 57.06741(W) AD(       ) 3
 AT0920  NAD 27      -  29 47 17.69100(N)    088 58 56.93300(W) AD(       ) 3
 AT0920
 AT0920.Superseded values are not recommended for survey control.
 AT0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0920.See file dsdata.txt to determine how the superseded data were derived.
 AT0920
 AT0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT0836796991(NAD 83)
 AT0920_MARKER: DS = TRIANGULATION STATION DISK
 AT0920_SETTING: 0 = UNSPECIFIED SETTING
 AT0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0920
 AT0920  HISTORY     - Date     Condition        Report By
 AT0920  HISTORY     - 1950     MONUMENTED       CGS
 AT0920
 AT0920                          STATION DESCRIPTION
 AT0920
 AT0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0920'THE STATION IS LOCATED ON THE S END OF FREEMASON ISLAND, 180 FEET E
 AT0920'OF U.S.  ENGINEERS
 AT0920'WARNING SIGN, 75 FEET E OF AN ABANDONED WELL
 AT0920'CASING, 258 FEET S OF THE SW END OF A
 AT0920'POND.
 AT0920'
 AT0920'STATION MARK IS A STANDARD DISK, STAMPED BABY 1950, AND SET IN THE
 AT0920'TOP OF A 6-INCH
 AT0920'ROUND CONCRETE TILE PROJECTING 1 FOOT ABOVE GROUND.
 AT0920'
 AT0920'STATION IS 68.6 METERS 90 DEG NE FROM THE MEAN HIGHWATER
 AT0920'LINE.
 AT0920'
 AT0920'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0899 ***********************************************************************
 AT0899  DESIGNATION -  BACK
 AT0899  PID         -  AT0899
 AT0899  STATE/COUNTY-  LA/ST BERNARD
 AT0899  USGS QUAD   -  NEW HARBOR ISLANDS (1951)
 AT0899
 AT0899                         *CURRENT SURVEY CONTROL
 AT0899  ___________________________________________________________________
 AT0899* NAD 83(1992)-  29 51 22.17319(N)    088 49 26.92059(W)     ADJUSTED  
 AT0899* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0899  ___________________________________________________________________
 AT0899  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AT0899  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AT0899
 AT0899  HORZ ORDER  -  SECOND
 AT0899
 AT0899.The horizontal coordinates were established by classical geodetic methods
 AT0899.and adjusted by the National Geodetic Survey in May 1994..
 AT0899
 AT0899.The orthometric height was scaled from a topographic map.
 AT0899
 AT0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0899
 AT0899.The geoid height was determined by GEOID03.
 AT0899
 AT0899;                    North         East     Units Scale Factor Converg.
 AT0899;SPC LA S     -   152,976.872 1,242,414.062   MT  0.99992891   +1 15 16.7
 AT0899;SPC LA S     -   501,891.62  4,076,153.47   sFT  0.99992891   +1 15 16.7
 AT0899;UTM  16      - 3,304,243.455   323,797.181   MT  0.99998308   -0 54 30.0
 AT0899
 AT0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0899!SPC LA S     -   1.00000396  x   0.99992891  =   0.99993287
 AT0899!UTM  16      -   1.00000396  x   0.99998308  =   0.99998704
 AT0899
 AT0899|---------------------------------------------------------------------|
 AT0899| PID    Reference Object                     Distance      Geod. Az  |
 AT0899|                                                           dddmmss.s |
 AT0899| DD6277 BACK RM 1                            17.437 METERS 20852     |
 AT0899| DD6276 BACK AZ MK                                         3030308.4 |
 AT0899| DD6278 BACK RM 2                            34.894 METERS 31046     |
 AT0899|---------------------------------------------------------------------|
 AT0899
 AT0899                          SUPERSEDED SURVEY CONTROL
 AT0899
 AT0899  NAD 83(1992)-  29 51 22.18022(N)    088 49 26.91047(W) AD(       ) 2
 AT0899  NAD 83(1992)-  29 51 22.17584(N)    088 49 26.92566(W) AD(       ) 2
 AT0899  NAD 83(1986)-  29 51 22.17880(N)    088 49 26.91022(W) AD(       ) 2
 AT0899  NAD 27      -  29 51 21.45500(N)    088 49 26.83200(W) AD(       ) 2
 AT0899
 AT0899.Superseded values are not recommended for survey control.
 AT0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0899.See file dsdata.txt to determine how the superseded data were derived.
 AT0899
 AT0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2379704243(NAD 83)
 AT0899_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT0899_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AT0899_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0899
 AT0899  HISTORY     - Date     Condition        Report By
 AT0899  HISTORY     - 1950     MONUMENTED       CGS
 AT0899  HISTORY     - 1955     GOOD             CGS
 AT0899  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT0899
 AT0899                          STATION DESCRIPTION
 AT0899
 AT0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0899'THE STATION IS LOCATED ON CHANDELEUR ISLANDS, APPROXIMATELY 13.7
 AT0899'MILES S OF
 AT0899'CHANDELEUR LIGHTHOUSE, ON THE W EDGE OF THE SHELL BEACH,
 AT0899'225 FEET SE OF A POND, AND 3
 AT0899'FEET S OF A WITNESS POST.
 AT0899'
 AT0899'STATION MARK IS A STANDARD DISK, STAMPED BACK 1950, AND SET IN A
 AT0899'6-INCH CONCRETE
 AT0899'TILE FILLED WITH CONCRETE, PROJECTING 1 INCHES ABOVE
 AT0899'GROUND.
 AT0899'
 AT0899'STATION IS 71.0 METERS 90 DEG NE FROM THE MEAN HIGHWATER
 AT0899'LINE.
 AT0899'
 AT0899'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 5 FEET.
 AT0899
 AT0899                          STATION RECOVERY (1955)
 AT0899
 AT0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0899'THE STATION IS ON CHANDELEUR ISLAND, APPROXIMATELY 13.4 MILES SOUTH
 AT0899'OF CHANDELEUR
 AT0899'LIGHTHOUSE, 4 MILES SOUTHEAST OF THE NORTHEAST END OF
 AT0899'NORTH ISLAND, 2-1/2 MILES
 AT0899'EAST-NORTHEAST OF THE SOUTH END OF NEW
 AT0899'HARBOR ISLAND, AND 0.35 MILE EAST OF THE
 AT0899'ENTRANCE OF A BAYOU WHICH
 AT0899'RUNS IN A NORTHEAST - SOUTHWEST DIRECTION.
 AT0899'
 AT0899'THE STATION MARK IS A TOPOGRAPHIC STATION MARK DISK SET IN THE TOP OF
 AT0899'AN 8 INCH CONCRETE
 AT0899'FILLED CONCRETE TILE.  THE MARK IS 230 FEET WEST OF THE
 AT0899'MEAN HIGH TIDE LINE, 225 FEET
 AT0899'SOUTHEAST OF A SMALL POND, 120 FEET
 AT0899'NORTHWEST OF A CUT BANK, 4 FEET SOUTHEAST OF A
 AT0899'WHITE POST, IT
 AT0899'PROJECTS 8 INCHES AND THE DISK IS STAMPED BACK 1950.
 AT0899'
 AT0899'REFERENCE MARK NO. 1, SOUTHWEST OF THE STATION, 150 FEET NORTHWEST OF
 AT0899'A CUT BANK, PROJECTS 1
 AT0899'FOOT AND THE DISK IS STAMPED BACK NO 1 1950 1955.
 AT0899'
 AT0899'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, NEAR THE NORTHWEST
 AT0899'END OF A SHELL BANK, 111
 AT0899'FEET SOUTHEAST OF A SMALL POND, PROJECTS 14 INCHES
 AT0899'AND THE DISK IS STAMPED BACK NO 2
 AT0899'1950 1955.
 AT0899'
 AT0899'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION,
 AT0899'0.1 MILE EAST OF A POINT
 AT0899'WHICH FORMS THE NORTH SIDE OF AN ENTRANCE TO A BAYOU,
 AT0899'20 FEET SOUTHEAST OF THE HIGH TIDE
 AT0899'LINE, 4 FEET EAST OF AN 8 FOOT
 AT0899'STAKE, PROJECTS 14 INCHES AND THE DISK IS STAMPED
 AT0899'BACK 1950 1955.
 AT0899'
 AT0899'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 AT0899
 AT0899                          STATION RECOVERY (1965)
 AT0899
 AT0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0899'THE STATION WAS SEARCHED FOR BUT NOT FOUND AND APPEARS TO BE LOST DUE
 AT0899'TO THE STORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6508 ***********************************************************************
 AH6508  DESIGNATION -  BACK
 AH6508  PID         -  AH6508
 AH6508  STATE/COUNTY-  LA/TERREBONNE
 AH6508  USGS QUAD   -  GRAY (1980)
 AH6508
 AH6508                         *CURRENT SURVEY CONTROL
 AH6508  ___________________________________________________________________
 AH6508* NAD 83(1992)-  29 44 25.61736(N)    090 49 46.48237(W)     ADJUSTED  
 AH6508* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6508  **This station is located in a subsidence area (see below).
 AH6508  ___________________________________________________________________
 AH6508  X           -     -80,247.306 (meters)                     COMP
 AH6508  Y           -  -5,541,984.288 (meters)                     COMP
 AH6508  Z           -   3,145,412.853 (meters)                     COMP
 AH6508  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6508  ELLIP HEIGHT-         -23.66  (meters)          (02/21/02) GPS OBS
 AH6508  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH6508
 AH6508  HORZ ORDER  -  FIRST
 AH6508  ELLP ORDER  -  FIFTH     CLASS I
 AH6508
 AH6508.The horizontal coordinates were established by GPS observations
 AH6508.and adjusted by the National Geodetic Survey in December 1998..
 AH6508
 AH6508 ** The orthometric height has not been validated since last determined
 AH6508 ** by differential leveling and should not be used for control purposes.
 AH6508 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6508 ** area with valid NAVD 88 orthometric heights.
 AH6508 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6508 ** epoch indicated which incorporates improved geoid heights for the
 AH6508 ** Southern Louisiana Subsidence area.
 AH6508 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6508.The orthometric height was determined by GPS observations and a
 AH6508.high-resolution geoid model.
 AH6508
 AH6508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6508
 AH6508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6508
 AH6508.The ellipsoidal height was determined by GPS observations
 AH6508.and is referenced to NAD 83.
 AH6508
 AH6508.The geoid height was determined by GEOID03.
 AH6508
 AH6508;                    North         East     Units Scale Factor Converg.
 AH6508;SPC LA S     -   137,604.294 1,048,728.145   MT  0.99993601   +0 15 06.8
 AH6508;SPC LA S     -   451,456.75  3,440,702.26   sFT  0.99993601   +0 15 06.8
 AH6508;UTM  15      - 3,291,998.385   709,900.403   MT  1.00014363   +1 04 37.5
 AH6508
 AH6508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6508!SPC LA S     -   1.00000372  x   0.99993601  =   0.99993973
 AH6508!UTM  15      -   1.00000372  x   1.00014363  =   1.00014735
 AH6508
 AH6508                          SUPERSEDED SURVEY CONTROL
 AH6508
 AH6508  ELLIP H (12/17/98)  -23.64   (m)                       GP(       ) 4 2
 AH6508
 AH6508.Superseded values are not recommended for survey control.
 AH6508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6508.See file dsdata.txt to determine how the superseded data were derived.
 AH6508
 AH6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0990091998(NAD 83)
 AH6508_MARKER: I = METAL ROD
 AH6508_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6508_STAMPING: BACK
 AH6508_MARK LOGO: LA-109
 AH6508_PROJECTION: RECESSED 10 CENTIMETERS
 AH6508_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6508+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6508_ROD/PIPE-DEPTH: 18.3 meters
 AH6508_SLEEVE-DEPTH  :  0.9 meters
 AH6508
 AH6508  HISTORY     - Date     Condition        Report By
 AH6508  HISTORY     - 1995     MONUMENTED       MPHI
 AH6508
 AH6508                          STATION DESCRIPTION
 AH6508
 AH6508'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6508'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6508'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT AND TRAVEL NORTH
 AH6508'ON HWY 24 FOR 11.8 MI (19.0 KM) TO INTERSECTION WITH HWY 20.  TRAVEL
 AH6508'WEST ON HWY 20 FOR 1.48 MI (2.38 KM) TO BACK PROJECT ROAD AND THE
 AH6508'STATION IS ON THE RIGHT.  THE STATION IS A STAINLESS STEEL ROD DRIVEN
 AH6508'INTO THE GROUND. THE STATION IS 69.50 FT (21.18 M) NORTHWEST FROM THE
 AH6508'CENTERLINE OF HWY 20, 18.0 FT (5.5 M) SOUTHWEST FROM THE CENTERLINE OF
 AH6508'HORSESHOE ROAD, 40.00 FT (12.19 M) NORTH FROM THE POWER POLE WITH A
 AH6508'LIGHT AND TELEPHONE BOX, AND 74.60 FT (22.74 M) SOUTHEAST FROM THE
 AH6508'CENTERLINE OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1418 ***********************************************************************
 AT1418  DESIGNATION -  BACK LEVEE
 AT1418  PID         -  AT1418
 AT1418  STATE/COUNTY-  LA/PLAQUEMINES
 AT1418  USGS QUAD   -  VENICE (1993)
 AT1418
 AT1418                         *CURRENT SURVEY CONTROL
 AT1418  ___________________________________________________________________
 AT1418* NAD 83(1992)-  29 17 18.70199(N)    089 22 13.06132(W)     ADJUSTED  
 AT1418* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 AT1418  **This station is located in a subsidence area (see below).
 AT1418  ___________________________________________________________________
 AT1418  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1418  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AT1418
 AT1418  HORZ ORDER  -  THIRD
 AT1418
 AT1418.The horizontal coordinates were established by classical geodetic methods
 AT1418.and adjusted by the National Geodetic Survey in January 1993..
 AT1418
 AT1418 ** The orthometric height has not been validated since last determined
 AT1418 ** by differential leveling and should not be used for control purposes.
 AT1418 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1418 ** area with valid NAVD 88 orthometric heights.
 AT1418 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1418 ** epoch indicated which incorporates improved geoid heights for the
 AT1418 ** Southern Louisiana Subsidence area.
 AT1418 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1418
 AT1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1418
 AT1418.The geoid height was determined by GEOID03.
 AT1418
 AT1418;                    North         East     Units Scale Factor Converg.
 AT1418;SPC LA S     -    89,039.909 1,190,733.861   MT  1.00000245   +0 58 53.6
 AT1418;SPC LA S     -   292,125.10  3,906,599.34   sFT  1.00000245   +0 58 53.6
 AT1418;UTM  16      - 3,242,283.618   269,743.007   MT  1.00025426   -1 09 36.3
 AT1418
 AT1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1418!SPC LA S     -   1.00000351  x   1.00000245  =   1.00000596
 AT1418!UTM  16      -   1.00000351  x   1.00025426  =   1.00025777
 AT1418
 AT1418                          SUPERSEDED SURVEY CONTROL
 AT1418
 AT1418  NAD 83(1986)-  29 17 18.70208(N)    089 22 13.07758(W) AD(       ) 3
 AT1418  NGVD 29 (09/24/92)    1.7    (m)            6.     (f) VERT ANG       
 AT1418
 AT1418.Superseded values are not recommended for survey control.
 AT1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1418.See file dsdata.txt to determine how the superseded data were derived.
 AT1418
 AT1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6974342284(NAD 83)
 AT1418_MARKER: DD = SURVEY DISK
 AT1418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT1418_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AT1418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1418+STABILITY: SURFACE MOTION
 AT1418
 AT1418  HISTORY     - Date     Condition        Report By
 AT1418  HISTORY     - 1981     MONUMENTED       NOSAMC
 AT1418
 AT1418                          STATION DESCRIPTION
 AT1418
 AT1418'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1981 (JGF)
 AT1418'STATION IS LOCATED SE OF VENICE.
 AT1418'
 AT1418'TO REACH STATION FROM THE POST OFFICE IN VENICE PROCEED SE ON STATE
 AT1418'ROUTE 23 FOR 0.9 MI TO A SHARP RIGHT TURN CONTINUE SW FOR 0.25 MI TO
 AT1418'A TRACK ROAD ON THE RIGHT AT THE TOP OF THE LEVEE.  TURN RIGHT AND
 AT1418'DRIVE NW ON THE LEVEE TRACK ROAD FOR 0.85 MI TO A GATE, CONTINUE ON
 AT1418'THE TRACK ROAD FOR 0.6 MI TO THE VICINITY OF THE STATION.
 AT1418'
 AT1418'STATION MARK IS A STANDARD NOS ALUMINUM DISK STAMPED---BACK LEVEE
 AT1418'1981---, AFFIXED AT THE TOP OF A 1.1 M ROD EMBEDDED IN CONCRETE.
 AT1418'STATION IS LOCATED 62.4 FT SW FROM A STANDARD NOS WITNESS POST SIGN,
 AT1418'67 FT SW FROM THE EDGE OF THE CANAL, 54 FT NW FROM THE PROJECTED
 AT1418'CENTERLINE OF A SHELL ROAD, AND 7 FT NE FROM THE CENTERLINE OF THE
 AT1418'TRACK ROAD ON TOP OF THE LEVEE.
 AT1418'
 AT1418'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 AT1418'
 AT1418'DESCRIBED BY J. DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1179 ***********************************************************************
 AT1179  DESIGNATION -  BAD 1934
 AT1179  PID         -  AT1179
 AT1179  STATE/COUNTY-  LA/PLAQUEMINES
 AT1179  USGS QUAD   -  BAY BATISTE (1993)
 AT1179
 AT1179                         *CURRENT SURVEY CONTROL
 AT1179  ___________________________________________________________________
 AT1179* NAD 83(1992)-  29 25 41.04704(N)    089 51 04.52848(W)     ADJUSTED  
 AT1179* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1179  **This station is located in a subsidence area (see below).
 AT1179  ___________________________________________________________________
 AT1179  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AT1179  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AT1179
 AT1179  HORZ ORDER  -  THIRD
 AT1179
 AT1179.The horizontal coordinates were established by classical geodetic methods
 AT1179.and adjusted by the National Geodetic Survey in January 1993..
 AT1179
 AT1179 ** The orthometric height has not been validated since last determined
 AT1179 ** by differential leveling and should not be used for control purposes.
 AT1179 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1179 ** area with valid NAVD 88 orthometric heights.
 AT1179 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1179 ** epoch indicated which incorporates improved geoid heights for the
 AT1179 ** Southern Louisiana Subsidence area.
 AT1179 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1179.The orthometric height was scaled from a topographic map.
 AT1179
 AT1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1179
 AT1179.The geoid height was determined by GEOID03.
 AT1179
 AT1179;                    North         East     Units Scale Factor Converg.
 AT1179;SPC LA S     -   103,802.818 1,143,805.241   MT  0.99997536   +0 44 27.8
 AT1179;SPC LA S     -   340,559.75  3,752,634.36   sFT  0.99997536   +0 44 27.8
 AT1179;UTM  16      - 3,258,796.989   223,380.143   MT  1.00054428   -1 24 06.5
 AT1179
 AT1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1179!SPC LA S     -   1.00000383  x   0.99997536  =   0.99997919
 AT1179!UTM  16      -   1.00000383  x   1.00054428  =   1.00054811
 AT1179
 AT1179                          SUPERSEDED SURVEY CONTROL
 AT1179
 AT1179  NAD 83(1986)-  29 25 41.05880(N)    089 51 04.53556(W) AD(       ) 3
 AT1179  NAD 27      -  29 25 40.26600(N)    089 51 04.29100(W) AD(       ) 3
 AT1179
 AT1179.Superseded values are not recommended for survey control.
 AT1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1179.See file dsdata.txt to determine how the superseded data were derived.
 AT1179
 AT1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2338058797(NAD 83)
 AT1179_MARKER: DD = SURVEY DISK
 AT1179_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1179_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1179
 AT1179  HISTORY     - Date     Condition        Report By
 AT1179  HISTORY     - 1934     MONUMENTED       CGS
 AT1179  HISTORY     - 19730212 POOR             NGS
 AT1179
 AT1179                          STATION DESCRIPTION
 AT1179
 AT1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1179'ON THE LARGEST AND
 AT1179'NORTHERNMOST ONE
 AT1179'OF A GROUP OF THREE ISLANDS IN THE SOUTHERLY END
 AT1179'OF BAY BATISTE, 15 METERS (49 FEET)
 AT1179'FROM THE END OF THE ISLAND,
 AT1179'AND 7 METERS (23 FEET) FROM THE HIGH-WATER MARK TO THE W.  THE
 AT1179'STATION IS MARKED BY A STANDARD BRONZE HYDROGRAPHIC DISK SET IN
 AT1179'CONCRETE IN THE
 AT1179'CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AT1179'MEANS OF CONCRETE TO THE UPPER END
 AT1179'OF A LONG WOODEN PILE DRIVEN
 AT1179'INTO THE MARSH.
 AT1179
 AT1179                          STATION RECOVERY (1973)
 AT1179
 AT1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1179'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2999 ***********************************************************************
 BK2999  DESIGNATION -  BAGGETT
 BK2999  PID         -  BK2999
 BK2999  STATE/COUNTY-  LA/ALLEN
 BK2999  USGS QUAD   -  LE BLANC (1994)
 BK2999
 BK2999                         *CURRENT SURVEY CONTROL
 BK2999  ___________________________________________________________________
 BK2999* NAD 83(1992)-  30 30 25.51193(N)    092 55 41.48115(W)     ADJUSTED  
 BK2999* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 BK2999  ___________________________________________________________________
 BK2999  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BK2999  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2999
 BK2999  HORZ ORDER  -  FIRST
 BK2999
 BK2999.The horizontal coordinates were established by classical geodetic methods
 BK2999.and adjusted by the National Geodetic Survey in January 1993..
 BK2999
 BK2999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2999
 BK2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2999
 BK2999.The geoid height was determined by GEOID03.
 BK2999
 BK2999;                    North         East     Units Scale Factor Converg.
 BK2999;SPC LA S     -   223,542.263   846,917.002   MT  0.99996465   -0 47 50.8
 BK2999;SPC LA S     -   733,404.91  2,778,593.53   sFT  0.99996465   -0 47 50.8
 BK2999;UTM  15      - 3,374,979.027   506,890.503   MT  0.99960059   +0 02 11.2
 BK2999
 BK2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2999!SPC LA S     -   1.00000263  x   0.99996465  =   0.99996728
 BK2999!UTM  15      -   1.00000263  x   0.99960059  =   0.99960321
 BK2999
 BK2999:                Primary Azimuth Mark                     Grid Az
 BK2999:SPC LA S     -  KINDER MUNICIPAL TANK                    104 45 31.8
 BK2999:UTM  15      -  KINDER MUNICIPAL TANK                    103 55 29.8
 BK2999
 BK2999|---------------------------------------------------------------------|
 BK2999| PID    Reference Object                     Distance      Geod. Az  |
 BK2999|                                                           dddmmss.s |
 BK2999| BK2954 KINDER MUNICIPAL TANK               APPROX. 8.0 KM 1035741.0 |
 BK2999| BK2956 KINDER SW STATES TEL MW             APPROX. 7.9 KM 1071118.1 |
 BK2999| BK2959 KINDER SW STATES TEL MW LIGHT       APPROX. 7.9 KM 1071123.7 |
 BK2999| BK0808 KINDER                              APPROX. 7.1 KM 1124400.9 |
 BK2999| CV9614 BAGGETT RM 1                         26.759 METERS 14527     |
 BK2999| BK2971 FONTENOT TENN GAS PLINE MST         APPROX. 9.2 KM 1464858.0 |
 BK2999| CV9615 BAGGETT RM 2                         25.247 METERS 23705     |
 BK2999| BK2998 LE BLANC TRANSCON GAS CO MAST       APPROX. 1.9 KM 3031524.1 |
 BK2999|---------------------------------------------------------------------|
 BK2999
 BK2999                          SUPERSEDED SURVEY CONTROL
 BK2999
 BK2999  NAD 83(1986)-  30 30 25.53192(N)    092 55 41.47418(W) AD(       ) 1
 BK2999  NAD 27      -  30 30 24.81058(N)    092 55 40.93487(W) AD(       ) 1
 BK2999  NGVD 29 (07/19/86)   10.5    (m)           34.     (f) VERT ANG       
 BK2999
 BK2999.Superseded values are not recommended for survey control.
 BK2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2999.See file dsdata.txt to determine how the superseded data were derived.
 BK2999
 BK2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0689174979(NAD 83)
 BK2999_MARKER: DS = TRIANGULATION STATION DISK
 BK2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2999
 BK2999  HISTORY     - Date     Condition        Report By
 BK2999  HISTORY     - 1963     MONUMENTED       CGS
 BK2999  HISTORY     - 1974     GOOD             NGS
 BK2999
 BK2999                          STATION DESCRIPTION
 BK2999
 BK2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2999'STATION IS LOCATED ABOUT 1-1/2 MILES EAST-SOUTHEAST OF LE
 BK2999'BLANC, ABOUT 5 MILES WEST-NORTHWEST OF KINDER, ON PROPERTY
 BK2999'OWNED BY MR. T.B. BAGGETT.
 BK2999'
 BK2999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190
 BK2999'AND 165 IN KINDER, GO WEST-NORTHWEST ON U.S. HIGHWAY 190
 BK2999'FOR 4.5 MILES TO THE CALCASIEU RIVER BRIDGE, CONTINUE WEST
 BK2999'FOR 0.7 MILE TO A SIDE ROAD RIGHT, PARISH ROAD 3-12, TURN
 BK2999'RIGHT AND GO NORTH FOR ABOUT 300 FEET TO AN OAK GROVE ON
 BK2999'THE RIGHT AND STATION.
 BK2999'
 BK2999'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF A 10 INCH
 BK2999'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH AND STAMPED
 BK2999'BAGGETT 1963.  THE MARK IS 4.7 FEET SOUTH OF THE WITNESS
 BK2999'POST, 47 FEET WEST OF AN OAK TREE WITH A TRIANGULAR BLAZE
 BK2999'AND 115 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD.
 BK2999'
 BK2999'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 BK2999'OF A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 BK2999'GROUND AND STAMPED BAGGETT NO 1 1963.  THE MARK IS 60.8
 BK2999'FEET SOUTHEAST OF AN OAK TREE WITH A TRIANGULAR BLAZE, 90.6
 BK2999'FEET SOUTH-SOUTHEAST OF THE WITNESS POST AND 37 FEET SOUTH
 BK2999'OF A DIM TRACK ROAD.
 BK2999'
 BK2999'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 BK2999'OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 BK2999'INCHES AND STAMPED BAGGETT NO 2 1963.  THE MARK 47 FEET
 BK2999'NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 120 FEET SOUTHWEST
 BK2999'OF AN OAK TREE WITH A TRIANGULAR BLAZE AND 86.6 FEET WEST
 BK2999'OF THE WITNESS POST.
 BK2999'
 BK2999'HEIGHT OF LIGHT ABOVE STATION MARK 30.15 METERS.
 BK2999
 BK2999                          STATION RECOVERY (1974)
 BK2999
 BK2999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2999'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 BK2999'FOUND AND RECOVERED AS DESCRIBED IN THE 1963 DESCRIPTION.
 BK2999'THE DISTANCE AND DIRECTION TO BOTH MARKS CHECKED WITH THE
 BK2999'PREVIOUS DESCRIPTION.  THERE HAS BEEN EXTENSIVE EXCAVATION
 BK2999'DONE AT THE STATION SITE AND SOME OF THE REFERENCE POINTS
 BK2999'USED IN THE 1963 DESCRIPTION HAVE BEEN DESTROYED.
 BK2999'
 BK2999'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK2999'
 BK2999'STATION IS LOCATED ABOUT 5 MILES WEST OF KINDER, 1-1/2 MILES
 BK2999'EAST OF LE BLANC AND ON PROPERTY OWNED BY MR. T.B. BAGGETT
 BK2999'WHO LIVES IN LE BLANC (P.O. BOX 4).
 BK2999'
 BK2999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 190
 BK2999'AND 165 IN KINDER, GO WEST, NORTH AND WEST ON HIGHWAY 190
 BK2999'FOR 4.4 MILES TO THE CENTER OF THE BRIDGE OF THE CALCASIEU
 BK2999'RIVER.  CONTINUE WEST ON HIGHWAY 190 FOR 0.8 MILE TO A SIDE
 BK2999'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR
 BK2999'300 FEET TO THE STATION ON THE RIGHT AS DESCRIBED.
 BK2999'
 BK2999'STATION MARK, STAMPED BAGGETT 1963 IS A STANDARD DISK SET
 BK2999'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BK2999'THE GROUND.  IT IS 115 FEET EAST OF THE CENTER OF THE PAVED
 BK2999'ROAD, 68.5 FEET NORTHWEST OF A 4-INCH PINE TREE, 53.5 FEET
 BK2999'NORTHEAST OF A 10-INCH TREE AND 13.5 FEET SOUTHWEST OF A
 BK2999'4-INCH TREE.
 BK2999'
 BK2999'REFERENCE MARK 1, STAMPED BAGGETT NO 1 1963 IS A STANDARD
 BK2999'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 BK2999'FLUSH WITH THE GROUND.  IT IS 86 FEET SOUTHEAST OF THE CENTER
 BK2999'OF A DIM WOODS ROAD, 20.5 FEET SOUTHEAST OF A 4-INCH PINE
 BK2999'TREE, 11 FEET WEST OF A 6-INCH PINE TREE AND 5 FEET NORTH
 BK2999'OF A 6-INCH TREE.
 BK2999'
 BK2999'REFERENCE MARK 2, STAMPED BAGGETT NO 2 1963 IS A STANDARD
 BK2999'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 BK2999'FLUSH WITH THE GROUND.  IT IS 47 FEET EAST OF THE CENTER OF
 BK2999'THE PAVED ROAD, 35 FEET NORTHWEST OF THE CENTER OF THE DIM
 BK2999'WOODS ROAD AND 29.5 FEET SOUTHWEST OF A 10-INCH TREE.
 BK2999'
 BK2999'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BK2999'
 BK2999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 BK2999'MILES EAST OF LE BLANC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0493 ***********************************************************************
 BJ0493  DESIGNATION -  BAKER
 BJ0493  PID         -  BJ0493
 BJ0493  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0493  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0493
 BJ0493                         *CURRENT SURVEY CONTROL
 BJ0493  ___________________________________________________________________
 BJ0493* NAD 83(1992)-  30 36 02.65566(N)    091 10 01.80267(W)     ADJUSTED  
 BJ0493* NAVD 88     -        24.171  (meters)      79.30   (feet)  ADJUSTED  
 BJ0493  ___________________________________________________________________
 BJ0493  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ0493  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0493  DYNAMIC HT  -          24.140 (meters)      79.20  (feet)  COMP
 BJ0493  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ0493
 BJ0493  HORZ ORDER  -  FIRST
 BJ0493  VERT ORDER  -  FIRST     CLASS II
 BJ0493
 BJ0493.The horizontal coordinates were established by classical geodetic methods
 BJ0493.and adjusted by the National Geodetic Survey in January 1993..
 BJ0493
 BJ0493.The orthometric height was determined by differential leveling
 BJ0493.and adjusted by the National Geodetic Survey in February 1994..
 BJ0493
 BJ0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0493
 BJ0493.The geoid height was determined by GEOID03.
 BJ0493
 BJ0493.The dynamic height is computed by dividing the NAVD 88
 BJ0493.geopotential number by the normal gravity value computed on the
 BJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0493.degrees latitude (g = 980.6199 gals.).
 BJ0493
 BJ0493.The modeled gravity was interpolated from observed gravity values.
 BJ0493
 BJ0493;                    North         East     Units Scale Factor Converg.
 BJ0493;SPC LA S     -   232,870.525 1,015,934.970   MT  0.99998039   +0 04 59.1
 BJ0493;SPC LA S     -   764,009.38  3,333,113.31   sFT  0.99998039   +0 04 59.1
 BJ0493;UTM  15      - 3,386,785.970   675,712.611   MT  0.99998089   +0 55 59.7
 BJ0493
 BJ0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0493!SPC LA S     -   1.00000048  x   0.99998039  =   0.99998087
 BJ0493!UTM  15      -   1.00000048  x   0.99998089  =   0.99998137
 BJ0493
 BJ0493:                Primary Azimuth Mark                     Grid Az
 BJ0493:SPC LA S     -  172 STA                                  179 44 33.8
 BJ0493:UTM  15      -  172 STA                                  178 53 33.2
 BJ0493
 BJ0493|---------------------------------------------------------------------|
 BJ0493| PID    Reference Object                     Distance      Geod. Az  |
 BJ0493|                                                           dddmmss.s |
 BJ0493| BJ4799 172 STA                             APPROX. 0.7 KM 1794932.9 |
 BJ0493| BJ0546 BAKER RM 1                           28.140 METERS 18945     |
 BJ0493| BJ4759 BAKER RM 3                           25.495 METERS 21140     |
 BJ0493| BJ4751 BAKER LELAND NEGRO COLL TANK        APPROX. 1.4 KM 2372511.0 |
 BJ0493| CV9618 BAKER RM 4                           34.875 METERS 27338     |
 BJ0493| CV9617 BAKER RM 2                           40.490 METERS 30211     |
 BJ0493|---------------------------------------------------------------------|
 BJ0493
 BJ0493                          SUPERSEDED SURVEY CONTROL
 BJ0493
 BJ0493  NAD 83(1986)-  30 36 02.67375(N)    091 10 01.79978(W) AD(       ) 1
 BJ0493  NAD 27      -  30 36 02.00121(N)    091 10 01.41180(W) AD(       ) 1
 BJ0493  NGVD 29 (??/??/??)   24.150  (m)           79.23   (f) ADJUSTED    1 2
 BJ0493
 BJ0493.Superseded values are not recommended for survey control.
 BJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0493.See file dsdata.txt to determine how the superseded data were derived.
 BJ0493
 BJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7571386786(NAD 83)
 BJ0493_MARKER: DS = TRIANGULATION STATION DISK
 BJ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0493_SP_SET: CONCRETE POST
 BJ0493_STAMPING: BAKER 1929 ELEV 80.161 FT
 BJ0493_MARK LOGO: CGS   
 BJ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0493+STABILITY: SURFACE MOTION
 BJ0493
 BJ0493  HISTORY     - Date     Condition        Report By
 BJ0493  HISTORY     - 1929     MONUMENTED       CGS
 BJ0493  HISTORY     - 1934     GOOD             LAGS
 BJ0493  HISTORY     - 1934     GOOD             LAGS
 BJ0493  HISTORY     - 1955     GOOD             CGS
 BJ0493  HISTORY     - 1956     GOOD             LOCENG
 BJ0493  HISTORY     - 1965     GOOD             CGS
 BJ0493  HISTORY     - 1965     GOOD             USGS
 BJ0493  HISTORY     - 1965     GOOD             USGS
 BJ0493  HISTORY     - 1965     GOOD             CGS
 BJ0493  HISTORY     - 1970     GOOD             NGS
 BJ0493  HISTORY     - 1976     GOOD             NGS
 BJ0493  HISTORY     - 1987     GOOD             LA-033
 BJ0493
 BJ0493                          STATION DESCRIPTION
 BJ0493
 BJ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ0493'ABOUT 1 MILE N OF BAKER, A VILLAGE ON THE YAZOO AND
 BJ0493'MISSISSIPPI VALLEY RAILROAD, ON LAND OWNED BY H.H. EPPERSON AND
 BJ0493'MANAGED BY HIS SON, HARRY EPPERSON, WHO LIVES IN THIRD HOUSE
 BJ0493'ON RIGHT TO N.
 BJ0493'
 BJ0493'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ0493'DISKS SET IN CONCRETE.
 BJ0493'UPPER MARK PROJECTS ABOUT 6 INCHES.
 BJ0493'
 BJ0493'REFERENCE MARK NO. 1 IS S OF ROAD, IN FENCE LINE AND 28.14
 BJ0493'METERS (92.3 FEET) FROM STATION S 9 DEG 45 MIN W.
 BJ0493'
 BJ0493'REFERENCE MARK NO. 2 IS W OF ROAD, IN FENCE LINE, AND 40.51
 BJ0493'METERS (132.9 FEET) FROM STATION N 57 DEG 37 MIN W.
 BJ0493'
 BJ0493'TO REACH FROM PLAINS GO S 7.5 MILES ON U.S. HIGHWAY 61 TO
 BJ0493'GRAVEL ROAD, THEN TURN RIGHT AND GO 2.2 MILES TO BAKER.  TO
 BJ0493'REACH FROM BATON ROUGE GO N ON U.S. ROUTE 61 TO SCOTLAND,
 BJ0493'THEN FOLLOW GRAVEL ROAD ALONG YAZOO AND MISSISSIPPI VALLEY
 BJ0493'RAILROAD TRACKS, 5.6 MILES TO BAKER.  STATION IS INSIDE CURVE
 BJ0493'ON ROUTE 61 JUST W OF WHERE HIGHWAY CROSSES RAILROAD, AND
 BJ0493'JUST W OF LARGE SPREADING LIVE OAK TREE WHICH STANDS ON EDGE
 BJ0493'OF DITCH INSIDE THE CURVE JUST BEFORE COMING TO GATE TO
 BJ0493'LARGE GRAY HOUSE ABOUT 150 YARDS TO S.
 BJ0493
 BJ0493                          STATION RECOVERY (1934)
 BJ0493
 BJ0493'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BJ0493'STATION AND REFERENCE MARKS RECOVERED.  STATION MARK IS
 BJ0493'UNDERGROUND.
 BJ0493
 BJ0493                          STATION RECOVERY (1934)
 BJ0493
 BJ0493'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BJ0493'STATION AND ALL MARKS RECOVERED AS DESCRIBED.  THE TOP OF THE
 BJ0493'STATION MARK IS ABOUT SIX INCHES ABOVE GROUND AND IS W OF
 BJ0493'THE SPREADING LIVE-OAK TREE.
 BJ0493'
 BJ0493'REFERENCE MARK NO. 1 IS S OF STATION S OF THE ROAD IN THE
 BJ0493'FENCE LINE.
 BJ0493'
 BJ0493'REFERENCE MARK NO. 2 IS W OF THE STATION W OF THE ROAD IN
 BJ0493'THE FENCE LINE.
 BJ0493
 BJ0493                          STATION RECOVERY (1955)
 BJ0493
 BJ0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ0493'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ0493'CONDITION.  THE ELEVATIONS WERE STAMPED ON THE STATION MARK
 BJ0493'AND REFERENCE MARK 1.  A NEW DESCRIPTION FOLLOWS--
 BJ0493'
 BJ0493'THE STATION IS LOCATED ABOUT 0.8 MI. N OF BAKER, ABOUT 125
 BJ0493'YD. W OF THE INTERSECTION OF STATE HIGHWAY 152 AND STATE
 BJ0493'ROAD 2174, IN THE FRONT YARD OF THE RESIDENCE OWNED AND
 BJ0493'OCCUPIED BY H.H. EPPERSON, AND 300 FT. W OF THE ILLINOIS
 BJ0493'CENTRAL RAILROAD.  IT IS 43 FT. N OF THE CENTERLINE OF STATE
 BJ0493'ROAD 2174, 61 FT. W OF A LARGE LIVE OAK TREE, 78 FT. SW OF THE
 BJ0493'SW CORNER OF MR. EPPERSONS HOUSE, AND 118 FT. W OF THE
 BJ0493'CENTERLINE OF THE DRIVEWAY LEADING TO THE HOUSE.  IT IS A
 BJ0493'STANDARD DISK, STAMPED BAKER 1929 ELEV 80.161 FT AND
 BJ0493'PROJECTING 2 IN.
 BJ0493'
 BJ0493'REFERENCE MARK 1 IS 92.32 FT. S OF THE STATION, AT THE OUTSIDE
 BJ0493'OF A CURVE IN STATE ROAD 2174, 2.5 FT. N OF A FENCE LINE,
 BJ0493'42 FT. S OF THE CENTERLINE OF STATE ROAD 2174, 67 FT. S-SW OF
 BJ0493'A LARGE LIVE OAK TREE N OF THE ROAD, AND 37 FT. W OF A LARGE
 BJ0493'LIVE OAK TREE ON THE S SIDE OF THE ROAD.  IT IS A STANDARD
 BJ0493'DISK, STAMPED BAKER NO 1 1929 ELEV 79.600 FT AND PROJECTING
 BJ0493'4 IN.
 BJ0493'
 BJ0493'REFERENCE MARK 2 IS 132.90 FT. W OF THE STATION, 27 FT. W OF
 BJ0493'THE CENTERLINE OF STATE ROAD 2174, 49 FT. N OF A 3-FT. LIVE
 BJ0493'OAK TREE, 12 FT. S OF AN 18-IN. LIVE OAK TREE, AND 2 FT. E OF
 BJ0493'A FENCE LINE.  IT IS A STANDARD DISK, STAMPED BAKER NO 2 1929
 BJ0493'AND PROJECTING 4 IN.
 BJ0493'
 BJ0493'TO REACH THE STATION FROM THE POST OFFICE IN BAKER, GO N ON
 BJ0493'STATE HIGHWAY 152 FOR 0.8 MI. TO ITS JUNCTION WITH STATE ROAD
 BJ0493'2174, TURN LEFT ON STATE ROAD 2174 CROSSING THE RAILROAD
 BJ0493'TRACKS AND GO 0.05 MI. TO MR. H.H. EPPERSONS HOUSE AND THE
 BJ0493'MARK ON THE RIGHT.
 BJ0493
 BJ0493                          STATION RECOVERY (1956)
 BJ0493
 BJ0493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ0493'RECOVERED BY JACK AMMANN ENGINEERS.
 BJ0493'
 BJ0493'GRAVEL ROAD ALONG RR. IS NOW PAVED.  GO NORTH 0.8 MILE FROM
 BJ0493'BAKER.  TURN LEFT (WEST) ON GRAVEL ROAD, AND CROSS TRACKS.
 BJ0493'STATION IS ON RIGHT SIDE OF ROAD IN YARD OF GREEN HOUSE ON
 BJ0493'RIGHT.  JUST WEST OF LARGE SPREADING OAK TREE.
 BJ0493
 BJ0493                          STATION RECOVERY (1965)
 BJ0493
 BJ0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BJ0493'THE STATION MARK, STAMPED BAKER ELEV 80.161 FT 1929, IS ABOUT
 BJ0493'0.1 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 BJ0493'BAKER, THENCE 1.0 MILE NORTH ALONG THE YAZOO AND MISSISSIPPI
 BJ0493'VALLEY RAILROAD, IN SECTION 24, T 5 S, R 1 W, ABOUT 0.1 MILE
 BJ0493'WEST OF THE JUNCTION OF STATE HIGHWAY 19 AND THE OLD
 BJ0493'SCOTLAND-BAKER HIGHWAY, 80 FEET SOUTHWEST OF THE SOUTHWEST
 BJ0493'CORNER OF A HOUSE BELONGING TO H.H. EPPERSON, 59-1/2 FEET
 BJ0493'NORTHWEST OF A LARGE OAK TREE IN THE FRONT YARD OF THE HOUSE,
 BJ0493'43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT A
 BJ0493'SHARP CURVE IN THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND
 BJ0493'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BJ0493'
 BJ0493'R.M. 1, STAMPED BAKER NO 1 1929 ELEV 79.600 FT, IS 92 FEET
 BJ0493'SOUTH AND ACROSS THE OLD SCOTLAND-BAKER HIGHWAY FROM THE
 BJ0493'STATION MARK, 136 YARDS WEST OF THE WEST RAIL OF THE YAZOO
 BJ0493'AND MISSISSIPPI VALLEY RAILROAD, 44 FEET SOUTHWEST OF THE CENTER
 BJ0493'LINE OF THE HIGHWAY, AT A SHARP CURVE IN THE HIGHWAY, 36 FEET
 BJ0493'WEST OF A 52-INCH OAK TREE, 2 FEET NORTH OF A FENCE, AND
 BJ0493'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 BJ0493'
 BJ0493'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 BJ0493
 BJ0493                          STATION RECOVERY (1965)
 BJ0493
 BJ0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ0493'STATION FOUND IN GOOD CONDITION.  LOCATED 1 MILE NORTH OF
 BJ0493'BAKER, ON LAND OWNED BY H.H. EPPERACN, 400 FEET WEST OF LA
 BJ0493'HWY 19.  75 FT. SW OF SW CORNER HOUSE, INSIDE CURVE OF GRAVEL
 BJ0493'RD. (OLD U.S. HWY 61), JUST WEST OF RR X-ING, JUST WEST OF
 BJ0493'LARGE, SPREADING LIVE OAK INSIDE CURVE, JUST WEST OF GATE
 BJ0493'TO LARGE WHITE HOUSE 150 YARDS SOUTH AND CALLED WHITE OAKS,
 BJ0493'SET IN CONCRETE POST, STD. C AND GS TABLET, STAMPED BAKER 1929
 BJ0493'
 BJ0493'R.M. 1 IS 3 FT. NORTH OF FENCE.  R.M. 2 IS 25 FT. WEST OF
 BJ0493'C/L GRAVEL RD. (OLD U.S. 61), 12 FT. SOUTH OF 16 INCH ELM,
 BJ0493'3 FT. EAST OF WEST ROW FENCE.
 BJ0493
 BJ0493                          STATION RECOVERY (1965)
 BJ0493
 BJ0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ0493'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ0493
 BJ0493                          STATION RECOVERY (1965)
 BJ0493
 BJ0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0493'1.1 MI N FROM BAKER.
 BJ0493'ABOUT 0.1 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 BJ0493'BAKER, THENCE 1.0 MILE NORTH ALONG THE YAZOO AND MISSISSIPPI VALLEY
 BJ0493'RAILROAD, IN S 24, T 5 S, R 1 W, ABOUT 0.1 MILE WEST OF THE JUNCTION
 BJ0493'OF STATE HIGHWAY 19 AND OLD SCOTLAND BAKER HIGHWAY, 92 FEET NORTH AND
 BJ0493'ACROSS THE OLD SCOTLAND BAKER HIGHWAY FROM BAKER R.M. 1, 80 FEET
 BJ0493'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE BELONGING TO H.H.
 BJ0493'EPPERSON, 59 1/2 FEET NORTHWEST OF A LARGE OAK TREE IN THE FRONT YARD
 BJ0493'OF THE HOUSE, 43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AT A
 BJ0493'SHARP CURVE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 BJ0493'CONCRETE POST PROJECTING 2 INCHES.
 BJ0493
 BJ0493                          STATION RECOVERY (1970)
 BJ0493
 BJ0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ0493'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED.  STATION MARK IS IN
 BJ0493'GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN TILTED SLIGHTLY BUT IS
 BJ0493'FIRM IN THE GROUND.  DISTANCE TO THE REFERENCE MARK CHECKED PREVIOUS
 BJ0493'DATA ADEQUATELY.  REFERENCE MARK 1 HAS BEEN DESTROYED.
 BJ0493'
 BJ0493'AN AZIMUTH MARK, REFERENCE MARK 3 AND 4 HAVE NOW BEEN ESTABLISHED.
 BJ0493'
 BJ0493'OAK TREES WERE TOO CLOSE TO THE STATION MARK TO ERECT A TOWER, THERE-
 BJ0493'FORE THE TOWER WAS ERECTED OVER REFERENCE MARK 3 AND DISTANT ANGLES
 BJ0493'OBSERVED.
 BJ0493'
 BJ0493'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 3.
 BJ0493'
 BJ0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE NORTH OF
 BJ0493'BAKER.
 BJ0493'
 BJ0493'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ0493
 BJ0493                          STATION RECOVERY (1976)
 BJ0493
 BJ0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0493'0.85 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BJ0493'GROOM ROAD AT BAKER, THENCE 0.1 MILE WEST ALONG TWIN OAKS DRIVE.
 BJ0493'ON INSIDE OF CURVE, 80.1 FT SOUTHWEST OF THE SOUTHWEST CORNER
 BJ0493'OF A WOODEN HOUSE, 59.5 FT NORTHWEST OF A LARGE OAK TREE IN YARD,
 BJ0493'43 FT NORTHEAST OF THE CENTER LINE OF TWIN OAKS DRIVE.
 BJ0493
 BJ0493                          STATION RECOVERY (1987)
 BJ0493
 BJ0493'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3010 ***********************************************************************
 CP3010  DESIGNATION -  BAKER
 CP3010  PID         -  CP3010
 CP3010  STATE/COUNTY-  LA/FRANKLIN
 CP3010  USGS QUAD   -  WINNSBORO (1983)
 CP3010
 CP3010                         *CURRENT SURVEY CONTROL
 CP3010  ___________________________________________________________________
 CP3010* NAD 83(1992)-  32 08 10.14120(N)    091 42 19.82446(W)     ADJUSTED  
 CP3010* NAVD 88     -        23.3    (meters)      76.     (feet)  VERTCON   
 CP3010  ___________________________________________________________________
 CP3010  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CP3010  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP3010
 CP3010  HORZ ORDER  -  SECOND
 CP3010
 CP3010.The horizontal coordinates were established by classical geodetic methods
 CP3010.and adjusted by the National Geodetic Survey in May 1994..
 CP3010
 CP3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3010
 CP3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3010
 CP3010.The geoid height was determined by GEOID03.
 CP3010
 CP3010;                    North         East     Units Scale Factor Converg.
 CP3010;SPC LA N     -   181,683.395 1,074,956.490   MT  0.99992198   +0 25 12.2
 CP3010;SPC LA N     -   596,072.94  3,526,753.08   sFT  0.99992198   +0 25 12.2
 CP3010;UTM  15      - 3,556,260.843   622,095.320   MT  0.99978384   +0 41 19.2
 CP3010
 CP3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3010!SPC LA N     -   1.00000046  x   0.99992198  =   0.99992244
 CP3010!UTM  15      -   1.00000046  x   0.99978384  =   0.99978430
 CP3010
 CP3010:                Primary Azimuth Mark                     Grid Az
 CP3010:SPC LA N     -  K 247                                    180 13 04.3
 CP3010:UTM  15      -  K 247                                    179 56 57.3
 CP3010
 CP3010|---------------------------------------------------------------------|
 CP3010| PID    Reference Object                     Distance      Geod. Az  |
 CP3010|                                                           dddmmss.s |
 CP3010| CP1835 K 247                                              1803816.5 |
 CP3010| CY3326 BAKER RM 1                           18.744 METERS 20354     |
 CP3010| CP3011 BAKER LDH 1971 RM 2                  12.142 METERS 31820     |
 CP3010|---------------------------------------------------------------------|
 CP3010
 CP3010                          SUPERSEDED SURVEY CONTROL
 CP3010
 CP3010  NAD 83(1992)-  32 08 10.14191(N)    091 42 19.82397(W) AD(       ) 2
 CP3010  NAD 83(1986)-  32 08 10.15394(N)    091 42 19.81799(W) AD(       ) 2
 CP3010  NAD 27      -  32 08 09.60258(N)    091 42 19.36798(W) AD(       ) 2
 CP3010  NGVD 29 (07/19/86)   23.3    (m)           76.     (f) VERT ANG       
 CP3010
 CP3010.Superseded values are not recommended for survey control.
 CP3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3010.See file dsdata.txt to determine how the superseded data were derived.
 CP3010
 CP3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2209556261(NAD 83)
 CP3010_MARKER: DD = SURVEY DISK
 CP3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3010
 CP3010  HISTORY     - Date     Condition        Report By
 CP3010  HISTORY     - 1971     MONUMENTED       LADTD
 CP3010  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP3010
 CP3010                          STATION DESCRIPTION
 CP3010
 CP3010'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3010'THE STATION IS LOCATED 2 MILES SOUTH OF WINNSBORO, 6 MILES
 CP3010'NORTH-NORTHWEST OF GILBERT AND 8 MILES EAST OF LIDDIEVILLE, IN
 CP3010'THE NORTHEAST 1/4 OF SECTION 12, T13N, R7E, AND ON THE PROPERTY
 CP3010'OWNED BY THE MISSOURI PACIFIC RAILROAD.
 CP3010'
 CP3010'TO REACH THE STATION FROM THE CITY HALL IN WINNSBORO (ON STATE
 CP3010'HIGHWAY 15), DRIVE SOUTH ALONG STATE HIGHWAY 15 FOR 2.6 MILES TO
 CP3010'THE STATION WHICH IS SET ON THE LEFT AND EAST OF THE HIGHWAY NEAR
 CP3010'THE RAILROAD.
 CP3010'
 CP3010'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 CP3010'STATE HIGHWAY 15 FOR 0.3 MILE TO THE MARK WHICH IS SET ON THE
 CP3010'LEFT AND EAST OF THE HIGHWAY NEAR THE RAILROAD.
 CP3010'
 CP3010'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3010'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3010'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3010'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3010'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3010'SURFACE.  THEY ARE STAMPED BAKER 1971.  THE MARK IS 300 FEET
 CP3010'NORTH OF THE COLUMBIA TRANSMISSION PIPELINE CROSSING, 72 FEET
 CP3010'EAST OF THE CENTER OF STATE HIGHWAY 15, 50 FEET NORTHEAST OF
 CP3010'TELEPHONE POLE NO. L22 1326, 8.5 FEET WEST OF THE WEST RAIL
 CP3010'ON THE MISSOURI PACIFIC RAILROAD, AND 2 FEET EAST OF A METAL
 CP3010'WITNESS POST AND SIGN.
 CP3010'
 CP3010'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3010'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3010'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3010'GROUND.  IT IS STAMPED BAKER R.M.1 1971.  IT IS 200 FEET NORTH
 CP3010'OF THE PIPELINE CROSSING, 46 FEET EAST OF THE CENTER OF STATE
 CP3010'HIGHWAY 15, 34 FEET WEST OF THE WEST RAIL ON THE MISSOURI
 CP3010'PACIFIC RAILROAD, AND 19 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 CP3010'NO. L22 1326.
 CP3010'
 CP3010'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3010'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3010'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3010'GROUND.  IT IS STAMPED BAKER R.M.2 1971.  IT IS APPROXIMATELY
 CP3010'325 FEET NORTH OF THE PIPELINE CROSSING, 68 FEET NORTH OF
 CP3010'TELEPHONE POLE NO. L22 1326, 45 FEET EAST OF THE CENTER OF STATE
 CP3010'HIGHWAY 15, AND 35 FEET WEST OF THE WEST RAIL ON THE MISSOURI
 CP3010'PACIFIC RAILROAD.
 CP3010'
 CP3010'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3010'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3010'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 CP3010'THE GROUND.  IT IS STAMPED K247 1966.  IT IS 43 FEET NORTHEAST
 CP3010'OF THE CENTER OF STATE HIGHWAY 15, 38 FEET WEST OF THE WEST RAIL
 CP3010'ON THE MISSOURI PACIFIC RAILROAD, 3 FEET NORTHEAST OF TELEGRAPH
 CP3010'POLE NO. 1347, AND 2 FEET NORTHEAST OF A METAL WITNESS POST AND
 CP3010'SIGN.
 CP3010'
 CP3010'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3010
 CP3010                          STATION RECOVERY (2005)
 CP3010
 CP3010'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP3010'RAILROAD BALLAST, RAIL TIES, AND TRACK HAVE ALL BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4758 ***********************************************************************
 BJ4758  DESIGNATION -  BAKER DIXIE PIPELINE RAD MAST
 BJ4758  PID         -  BJ4758
 BJ4758  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4758  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4758
 BJ4758                         *CURRENT SURVEY CONTROL
 BJ4758  ___________________________________________________________________
 BJ4758* NAD 83(1992)-  30 36 41.19628(N)    091 10 00.41545(W)     ADJUSTED  
 BJ4758* NAVD 88     -                                                        
 BJ4758  ___________________________________________________________________
 BJ4758  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4758  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4758
 BJ4758  HORZ ORDER  -  THIRD
 BJ4758
 BJ4758.The horizontal coordinates were established by classical geodetic methods
 BJ4758.and adjusted by the National Geodetic Survey in January 1993..
 BJ4758
 BJ4758
 BJ4758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4758
 BJ4758.The geoid height was determined by GEOID03.
 BJ4758
 BJ4758;                    North         East     Units Scale Factor Converg.
 BJ4758;SPC LA S     -   234,057.421 1,015,970.198   MT  0.99998236   +0 04 59.8
 BJ4758;SPC LA S     -   767,903.39  3,333,228.89   sFT  0.99998236   +0 04 59.8
 BJ4758;UTM  15      - 3,387,973.258   675,730.222   MT  0.99998096   +0 56 01.5
 BJ4758
 BJ4758                          SUPERSEDED SURVEY CONTROL
 BJ4758
 BJ4758  NAD 83(1986)-  30 36 41.21442(N)    091 10 00.41244(W) AD(       ) 4
 BJ4758  NAD 27      -  30 36 40.54772(N)    091 10 00.02402(W) AD(       ) 3
 BJ4758
 BJ4758.Superseded values are not recommended for survey control.
 BJ4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4758.See file dsdata.txt to determine how the superseded data were derived.
 BJ4758
 BJ4758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7573087973(NAD 83)
 BJ4758_MARKER: 42 = RADIO/TV MAST
 BJ4758
 BJ4758  HISTORY     - Date     Condition        Report By
 BJ4758  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4758
 BJ4758                          STATION DESCRIPTION
 BJ4758
 BJ4758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4758'DIXIE PIPELINE RADIO STATION KEN744 MAST IS LOCATED IN AN OPEN FIELD,
 BJ4758'ABOUT 1-1/2 MILES NORTH OF BAKER, 250 FEET EAST OF STATE HIGHWAY
 BJ4758'1209 AND ABOUT 100 FEET SOUTH OF A CYCLONE FENCE WHICH SURROUNDS THE
 BJ4758'PIPELINE COMPANY GENERATOR STATION.
 BJ4758'
 BJ4758'A SLENDER, TRIANGULAR STEEL MAST, 420 FEET IN HEIGHT, PAINTED
 BJ4758'ORANGE-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT AT TOP.
 BJ4758'
 BJ4758'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4753 ***********************************************************************
 BJ4753  DESIGNATION -  BAKER EAST MUN TANK
 BJ4753  PID         -  BJ4753
 BJ4753  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4753  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4753
 BJ4753                         *CURRENT SURVEY CONTROL
 BJ4753  ___________________________________________________________________
 BJ4753* NAD 83(1992)-  30 35 14.44972(N)    091 08 53.37572(W)     ADJUSTED  
 BJ4753* NAVD 88     -                                                        
 BJ4753  ___________________________________________________________________
 BJ4753  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4753  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4753
 BJ4753  HORZ ORDER  -  THIRD
 BJ4753
 BJ4753.The horizontal coordinates were established by classical geodetic methods
 BJ4753.and adjusted by the National Geodetic Survey in January 1993..
 BJ4753
 BJ4753
 BJ4753.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4753
 BJ4753.The geoid height was determined by GEOID03.
 BJ4753
 BJ4753;                    North         East     Units Scale Factor Converg.
 BJ4753;SPC LA S     -   231,388.843 1,017,760.146   MT  0.99997798   +0 05 33.3
 BJ4753;SPC LA S     -   759,148.23  3,339,101.41   sFT  0.99997798   +0 05 33.3
 BJ4753;UTM  15      - 3,385,331.522   677,559.579   MT  0.99998894   +0 56 33.2
 BJ4753
 BJ4753                          SUPERSEDED SURVEY CONTROL
 BJ4753
 BJ4753  NAD 83(1986)-  30 35 14.46773(N)    091 08 53.37273(W) AD(       ) 4
 BJ4753  NAD 27      -  30 35 13.79358(N)    091 08 52.98740(W) AD(       ) 3
 BJ4753
 BJ4753.Superseded values are not recommended for survey control.
 BJ4753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4753.See file dsdata.txt to determine how the superseded data were derived.
 BJ4753
 BJ4753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7756085332(NAD 83)
 BJ4753_MARKER: 53 = ELEVATED TANK
 BJ4753
 BJ4753  HISTORY     - Date     Condition        Report By
 BJ4753  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4753
 BJ4753                          STATION DESCRIPTION
 BJ4753
 BJ4753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4753'BAKER, EAST MUNICIPAL WATER TANK IS LOCATED IN THE EASTERN SECTION OF
 BJ4753'TOWN, ABOUT 250 FEET NORTH OF GROOM ROAD AND ABOUT 300 FEET
 BJ4753'EAST-NORTHEAST OF THE EAST BATON ROUGE PARISH LIBRARY BUILDING.
 BJ4753'
 BJ4753'A LARGE STEEL TANK, 110 FEET IN HEIGHT, SILVER IN COLOR, AN OVAL
 BJ4753'SHAPED ROOF, BAKER IS PRINTED ON TWO SIDES OF THE TANK AND THE TANK
 BJ4753'IS SUPPORTED BY 4 TUBULAR TYPE STEEL LEGS.
 BJ4753'
 BJ4753'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4751 ***********************************************************************
 BJ4751  DESIGNATION -  BAKER LELAND NEGRO COLL TANK
 BJ4751  PID         -  BJ4751
 BJ4751  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4751  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4751
 BJ4751                         *CURRENT SURVEY CONTROL
 BJ4751  ___________________________________________________________________
 BJ4751* NAD 83(1992)-  30 35 38.99114(N)    091 10 44.60528(W)     ADJUSTED  
 BJ4751* NAVD 88     -                                                        
 BJ4751  ___________________________________________________________________
 BJ4751  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ4751  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4751
 BJ4751  HORZ ORDER  -  THIRD
 BJ4751
 BJ4751.The horizontal coordinates were established by classical geodetic methods
 BJ4751.and adjusted by the National Geodetic Survey in January 1993..
 BJ4751
 BJ4751
 BJ4751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4751
 BJ4751.The geoid height was determined by GEOID03.
 BJ4751
 BJ4751;                    North         East     Units Scale Factor Converg.
 BJ4751;SPC LA S     -   232,140.193 1,014,795.762   MT  0.99997920   +0 04 37.7
 BJ4751;SPC LA S     -   761,613.28  3,329,375.76   sFT  0.99997920   +0 04 37.7
 BJ4751;UTM  15      - 3,386,038.820   674,584.365   MT  0.99997601   +0 55 37.2
 BJ4751
 BJ4751                          SUPERSEDED SURVEY CONTROL
 BJ4751
 BJ4751  NAD 83(1986)-  30 35 39.00934(N)    091 10 44.60235(W) AD(       ) 4
 BJ4751  NAD 27      -  30 35 38.33529(N)    091 10 44.21361(W) AD(       ) 3
 BJ4751
 BJ4751.Superseded values are not recommended for survey control.
 BJ4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4751.See file dsdata.txt to determine how the superseded data were derived.
 BJ4751
 BJ4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7458486039(NAD 83)
 BJ4751_MARKER: 53 = ELEVATED TANK
 BJ4751
 BJ4751  HISTORY     - Date     Condition        Report By
 BJ4751  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4751  HISTORY     - 1955     GOOD             CGS
 BJ4751  HISTORY     - 1955     GOOD             CGS
 BJ4751  HISTORY     - 1970     GOOD             NGS
 BJ4751  HISTORY     - 1973     GOOD             NGS
 BJ4751
 BJ4751                          STATION DESCRIPTION
 BJ4751
 BJ4751'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4751'THIS STATION IS LOCATED ABOUT 1 MI. SW OF BAKER, IN THE
 BJ4751'NE SECTION OF LELAND NEGRO COLLEGE.  IT IS A FOUR-LEGGED STEEL
 BJ4751'STRUCTURE SUPPORTING A TANK PROPER ON TOP.  THE OVERALL HEIGHT
 BJ4751'IS ABOUT 125 FT.
 BJ4751'
 BJ4751'TO REACH FROM THE POST OFFICE IN BAKER, GO S ON STATE HIGHWAY
 BJ4751'19 FOR 0.15 MI. TO A SIDE ROAD RIGHT AT THE STOP LIGHT, TURN
 BJ4751'RIGHT AND GO W FOR 0.7 MI. TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BJ4751'GO 0.35 MI. TO THE TANK ON THE LEFT.
 BJ4751'
 BJ4751'THIS IS AN INTERSECTION STATION.
 BJ4751
 BJ4751                          STATION RECOVERY (1955)
 BJ4751
 BJ4751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 BJ4751'STATION RECOVERED IN GOOD CONDITION.  A DESCRIPTION FOLLOWS--
 BJ4751'
 BJ4751'LOCATED ABOUT 1 MI. W OF THE TOWN OF BAKER, ON THE GROUNDS
 BJ4751'OF LELAND NEGRO COLLEGE.  THE FOUR-LEGGED ELEVATED STEEL
 BJ4751'WATER TANK WITH A CONICAL ROOF LOCATED AT THE NE CORNER OF
 BJ4751'THE COLLEGE GROUNDS.
 BJ4751
 BJ4751                          STATION RECOVERY (1970)
 BJ4751
 BJ4751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4751'TANK WAS RECOVERED AND IS IN GOOD CONDITION.
 BJ4751
 BJ4751                          STATION RECOVERY (1973)
 BJ4751
 BJ4751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 BJ4751'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4759 ***********************************************************************
 BJ4759  DESIGNATION -  BAKER RM 3
 BJ4759  PID         -  BJ4759
 BJ4759  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4759  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4759
 BJ4759                         *CURRENT SURVEY CONTROL
 BJ4759  ___________________________________________________________________
 BJ4759* NAD 83(1992)-  30 36 01.95097(N)    091 10 02.30501(W)     ADJUSTED  
 BJ4759* NAVD 88     -        24.29   (+/-2cm)      79.7    (feet)  VERTCON   
 BJ4759  ___________________________________________________________________
 BJ4759  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4759  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4759
 BJ4759  HORZ ORDER  -  FIRST
 BJ4759  VERT ORDER  -  THIRD ? (See Below)
 BJ4759
 BJ4759.The horizontal coordinates were established by classical geodetic methods
 BJ4759.and adjusted by the National Geodetic Survey in January 1993..
 BJ4759
 BJ4759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4759.The vertical order pertains to the NGVD 29 superseded value.
 BJ4759
 BJ4759.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4759
 BJ4759.The geoid height was determined by GEOID03.
 BJ4759
 BJ4759;                    North         East     Units Scale Factor Converg.
 BJ4759;SPC LA S     -   232,848.805 1,015,921.619   MT  0.99998036   +0 04 58.9
 BJ4759;SPC LA S     -   763,938.12  3,333,069.51   sFT  0.99998036   +0 04 58.9
 BJ4759;UTM  15      - 3,386,764.055   675,699.585   MT  0.99998083   +0 55 59.4
 BJ4759
 BJ4759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4759!SPC LA S     -   1.00000047  x   0.99998036  =   0.99998083
 BJ4759!UTM  15      -   1.00000047  x   0.99998083  =   0.99998130
 BJ4759
 BJ4759|---------------------------------------------------------------------|
 BJ4759| PID    Reference Object                     Distance      Geod. Az  |
 BJ4759|                                                           dddmmss.s |
 BJ4759| BJ0493 BAKER                                25.495 METERS 03140     |
 BJ4759| CV9616 BAKER AZ MK                                        1772011.8 |
 BJ4759| CV9618 BAKER RM 4                           32.111 METERS 31810     |
 BJ4759| CV9617 BAKER RM 2                           48.052 METERS 33415     |
 BJ4759|---------------------------------------------------------------------|
 BJ4759
 BJ4759                          SUPERSEDED SURVEY CONTROL
 BJ4759
 BJ4759  NAD 83(1986)-  30 36 01.96916(N)    091 10 02.30205(W) AD(       ) 1
 BJ4759  NAD 27      -  30 36 01.29651(N)    091 10 01.91413(W) AD(       ) 1
 BJ4759  NGVD 29 (07/19/86)   24.29   (m)           79.7    (f) LEVELING    3  
 BJ4759
 BJ4759.Superseded values are not recommended for survey control.
 BJ4759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4759.See file dsdata.txt to determine how the superseded data were derived.
 BJ4759
 BJ4759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7570086764(NAD 83)
 BJ4759_MARKER: DR = REFERENCE MARK DISK
 BJ4759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4759
 BJ4759  HISTORY     - Date     Condition        Report By
 BJ4759  HISTORY     - 1970     MONUMENTED       NGS
 BJ4759
 BJ4759                          STATION DESCRIPTION
 BJ4759
 BJ4759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4759'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF ZACHARY, 1 MILE NORTH
 BJ4759'OF BAKER AND ON LAND OWNED BY MRS. W.W. DUMAS, ROUTE 1, BOX 3,
 BJ4759'BAKER, LOUISIANA, TELEPHONE NUMBER 775-1587.
 BJ4759'
 BJ4759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND GROOM
 BJ4759'ROAD IN BAKER, GO NORTH ON STATE HIGHWAY 19 FOR 0.4 MILE TO THE
 BJ4759'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 19 FOR
 BJ4759'0.4 MILE TO TWIN OAKS DRIVE.  TURN LEFT AND GO WEST ON TWIN OAKS
 BJ4759'DRIVE FOR 0.1 MILE TO A CURVE IN THE ROAD AND THE STATION ON THE
 BJ4759'LEFT.
 BJ4759'
 BJ4759'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED BAKER
 BJ4759'1929 NO 3 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4759'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET
 BJ4759'WEST-NORTHWEST OF A 70-INCH OAK TREE, 41 FEET SOUTHWEST OF THE
 BJ4759'CENTER OF TWIN OAKS DRIVE AND 18.6 FEET NORTH-NORTHEAST OF A METAL
 BJ4759'WITNESS POST AND FENCE.
 BJ4759'
 BJ4759'BAKER 1929 IS A STANDARD DISK, STAMPED BAKER 1929 ELEV. 80.161, SET
 BJ4759'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 BJ4759'INCHES ABOVE THE GROUND SURFACE.  IT IS 79 FEET WEST-SOUTHWEST OF
 BJ4759'THE SOUTH- WEST CORNER OF A FRAME HOUSE, 62 FEET NORTHWEST OF A
 BJ4759'68-INCH OAK TREE AND 42 FEET NORTHEAST OF THE CENTER OF TWIN
 BJ4759'OAKS DRIVE.
 BJ4759'
 BJ4759'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAKER NO 2 1929, SET IN
 BJ4759'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BJ4759'THE GROUND SURFACE.  IT IS 29 FEET SOUTH OF A 24-INCH OAK TREE, 28
 BJ4759'FEET WEST-SOUTHWEST OF THE CENTER OF TWIN OAKS DRIVE AND 2 FEET
 BJ4759'EAST OF A FENCE.
 BJ4759'
 BJ4759'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BAKER 1929 NO 4 1970,
 BJ4759'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4759'FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET WEST OF THE CENTER OF
 BJ4759'TWIN OAKS DRIVE, 14 FEET SOUTH-SOUTHEAST OF A 40-INCH OAK TREE AND
 BJ4759'1 FOOT EAST OF A FENCE.
 BJ4759'
 BJ4759'AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC AND LOUISIANA
 BJ4759'STATE SURVEY DISK, STAMPED 313 84.232, SET IN THE TOP OF A 12-INCH
 BJ4759'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 BJ4759'SURFACE.  IT IS 60 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 19,
 BJ4759'6.5 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK AND 2 FEET
 BJ4759'WEST OF A METAL WITNESS POST.
 BJ4759'
 BJ4759'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4773 ***********************************************************************
 BJ4773  DESIGNATION -  BAKER SCHUYLKILL CORP TANK
 BJ4773  PID         -  BJ4773
 BJ4773  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4773  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4773
 BJ4773                         *CURRENT SURVEY CONTROL
 BJ4773  ___________________________________________________________________
 BJ4773* NAD 83(1992)-  30 35 06.77619(N)    091 14 36.01356(W)     ADJUSTED  
 BJ4773* NAVD 88     -                                                        
 BJ4773  ___________________________________________________________________
 BJ4773  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ4773  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4773
 BJ4773  HORZ ORDER  -  THIRD
 BJ4773
 BJ4773.The horizontal coordinates were established by classical geodetic methods
 BJ4773.and adjusted by the National Geodetic Survey in January 1993..
 BJ4773
 BJ4773
 BJ4773.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4773
 BJ4773.The geoid height was determined by GEOID03.
 BJ4773
 BJ4773;                    North         East     Units Scale Factor Converg.
 BJ4773;SPC LA S     -   231,141.581 1,008,631.807   MT  0.99997760   +0 02 42.0
 BJ4773;SPC LA S     -   758,337.00  3,309,152.85   sFT  0.99997760   +0 02 42.0
 BJ4773;UTM  15      - 3,384,948.953   668,435.987   MT  0.99994999   +0 53 38.5
 BJ4773
 BJ4773                          SUPERSEDED SURVEY CONTROL
 BJ4773
 BJ4773  NAD 83(1986)-  30 35 06.79440(N)    091 14 36.01068(W) AD(       ) 4
 BJ4773  NAD 27      -  30 35 06.12470(N)    091 14 35.61448(W) AD(       ) 3
 BJ4773
 BJ4773.Superseded values are not recommended for survey control.
 BJ4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4773.See file dsdata.txt to determine how the superseded data were derived.
 BJ4773
 BJ4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6843684949(NAD 83)
 BJ4773_MARKER: 53 = ELEVATED TANK
 BJ4773
 BJ4773  HISTORY     - Date     Condition        Report By
 BJ4773  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4773
 BJ4773                          STATION DESCRIPTION
 BJ4773
 BJ4773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4773'SCHUYLKILL METAL CORPORATION WATER TANK IS LOCATED IN THE NORTHWEST
 BJ4773'SECTION OF THE COMPANY GROUNDS WHICH IS ABOUT 4 MILES SOUTHWEST OF
 BJ4773'BAKER, 2 MILES WEST OF U.S. HIGHWAY 61 AND ABOUT 0.1 MILE NORTH OF
 BJ4773'AN EAST-WEST GRAVELED ROAD.
 BJ4773'
 BJ4773'A SMALL STEEL TANK, 80 FEET IN HEIGHT, WHITE IN COLOR, CONICAL
 BJ4773'SHAPED ROOF WHICH IS ORANGE IN COLOR AND TANK IS SUPPORTED BY 4
 BJ4773'DOUBLE CHANNEL STEEL LEGS.
 BJ4773'
 BJ4773'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4765 ***********************************************************************
 BJ4765  DESIGNATION -  BAKER STATE IND SCH TANK
 BJ4765  PID         -  BJ4765
 BJ4765  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4765  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4765
 BJ4765                         *CURRENT SURVEY CONTROL
 BJ4765  ___________________________________________________________________
 BJ4765* NAD 83(1992)-  30 35 05.73448(N)    091 12 11.53957(W)     ADJUSTED  
 BJ4765* NAVD 88     -                                                        
 BJ4765  ___________________________________________________________________
 BJ4765  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BJ4765  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4765
 BJ4765  HORZ ORDER  -  THIRD
 BJ4765
 BJ4765.The horizontal coordinates were established by classical geodetic methods
 BJ4765.and adjusted by the National Geodetic Survey in January 1993..
 BJ4765
 BJ4765
 BJ4765.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4765
 BJ4765.The geoid height was determined by GEOID03.
 BJ4765
 BJ4765;                    North         East     Units Scale Factor Converg.
 BJ4765;SPC LA S     -   231,113.199 1,012,480.989   MT  0.99997755   +0 03 54.2
 BJ4765;SPC LA S     -   758,243.89  3,321,781.38   sFT  0.99997755   +0 03 54.2
 BJ4765;UTM  15      - 3,384,977.622   672,285.092   MT  0.99996617   +0 54 52.1
 BJ4765
 BJ4765                          SUPERSEDED SURVEY CONTROL
 BJ4765
 BJ4765  NAD 83(1986)-  30 35 05.75282(N)    091 12 11.53673(W) AD(       ) 4
 BJ4765  NAD 27      -  30 35 05.07759(N)    091 12 11.14454(W) AD(       ) 3
 BJ4765
 BJ4765.Superseded values are not recommended for survey control.
 BJ4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4765.See file dsdata.txt to determine how the superseded data were derived.
 BJ4765
 BJ4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7228584978(NAD 83)
 BJ4765_MARKER: 53 = ELEVATED TANK
 BJ4765
 BJ4765  HISTORY     - Date     Condition        Report By
 BJ4765  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4765  HISTORY     - 1973     SEE DESCRIPTION  NGS
 BJ4765
 BJ4765                          STATION DESCRIPTION
 BJ4765
 BJ4765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4765'STATE INDUSTRIAL SCHOOL WATER TANK IS LOCATED IN THE SOUTHEAST
 BJ4765'SECTION OF THE SCHOOL GROUNDS WHICH IS ABOUT 2-1/4 MILES SOUTHEAST OF
 BJ4765'BAKER, 1/2 MILE EAST OF U.S. HIGHWAY 61 AND 0.15 MILE SOUTH OF
 BJ4765'STATE HIGHWAY 964.
 BJ4765'
 BJ4765'A SMALL STEEL TANK, 100 FEET IN HEIGHT, SILVER IN COLOR, SUPPORTED BY
 BJ4765'3 TUBULAR TYPE STEEL LEGS.
 BJ4765'
 BJ4765'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
 BJ4765
 BJ4765                          STATION RECOVERY (1973)
 BJ4765
 BJ4765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 BJ4765'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4771 ***********************************************************************
 BJ4771  DESIGNATION -  BAKER UNION TANK CAR CO DOME
 BJ4771  PID         -  BJ4771
 BJ4771  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4771  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4771
 BJ4771                         *CURRENT SURVEY CONTROL
 BJ4771  ___________________________________________________________________
 BJ4771* NAD 83(1992)-  30 34 57.69710(N)    091 14 03.84344(W)     ADJUSTED  
 BJ4771* NAVD 88     -                                                        
 BJ4771  ___________________________________________________________________
 BJ4771  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ4771  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4771
 BJ4771  HORZ ORDER  -  THIRD
 BJ4771
 BJ4771.The horizontal coordinates were established by classical geodetic methods
 BJ4771.and adjusted by the National Geodetic Survey in January 1993..
 BJ4771
 BJ4771
 BJ4771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4771
 BJ4771.The geoid height was determined by GEOID03.
 BJ4771
 BJ4771;                    North         East     Units Scale Factor Converg.
 BJ4771;SPC LA S     -   230,862.703 1,009,489.140   MT  0.99997715   +0 02 58.1
 BJ4771;SPC LA S     -   757,422.05  3,311,965.62   sFT  0.99997715   +0 02 58.1
 BJ4771;UTM  15      - 3,384,682.816   669,297.337   MT  0.99995358   +0 53 54.7
 BJ4771
 BJ4771                          SUPERSEDED SURVEY CONTROL
 BJ4771
 BJ4771  NAD 83(1986)-  30 34 57.71556(N)    091 14 03.84059(W) AD(       ) 4
 BJ4771  NAD 27      -  30 34 57.04058(N)    091 14 03.44580(W) AD(       ) 3
 BJ4771
 BJ4771.Superseded values are not recommended for survey control.
 BJ4771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4771.See file dsdata.txt to determine how the superseded data were derived.
 BJ4771
 BJ4771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6929784683(NAD 83)
 BJ4771_MARKER: 87 = DOME
 BJ4771
 BJ4771  HISTORY     - Date     Condition        Report By
 BJ4771  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4771
 BJ4771                          STATION DESCRIPTION
 BJ4771
 BJ4771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4771'UNION TANK CAR COMPANY DOME IS LOCATED ABOUT 3-1/2 MILES WEST OF
 BJ4771'BAKER, 1.35 MILES WEST OF U.S. HIGHWAY 61 AND ABOUT 0.1 MILE NORTH
 BJ4771'OF AN EAST-WEST GRAVELED ROAD.
 BJ4771'
 BJ4771'A LARGE DOME SHAPED BUILDING, 100 FEET IN HEIGHT, BROWN IN COLOR AND
 BJ4771'HAS A RED LIGHT AT TOP-CENTER.
 BJ4771'
 BJ4771'POINT INTERSECTED, WAS THE RED LIGHT AT TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4757 ***********************************************************************
 BJ4757  DESIGNATION -  BAKER WEST MUN TANK
 BJ4757  PID         -  BJ4757
 BJ4757  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4757  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4757
 BJ4757                         *CURRENT SURVEY CONTROL
 BJ4757  ___________________________________________________________________
 BJ4757* NAD 83(1992)-  30 35 32.62207(N)    091 09 57.87930(W)     ADJUSTED  
 BJ4757* NAVD 88     -                                                        
 BJ4757  ___________________________________________________________________
 BJ4757  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4757  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4757
 BJ4757  HORZ ORDER  -  THIRD
 BJ4757
 BJ4757.The horizontal coordinates were established by classical geodetic methods
 BJ4757.and adjusted by the National Geodetic Survey in January 1993..
 BJ4757
 BJ4757
 BJ4757.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4757
 BJ4757.The geoid height was determined by GEOID03.
 BJ4757
 BJ4757;                    North         East     Units Scale Factor Converg.
 BJ4757;SPC LA S     -   231,945.808 1,016,040.831   MT  0.99997888   +0 05 01.1
 BJ4757;SPC LA S     -   760,975.54  3,333,460.63   sFT  0.99997888   +0 05 01.1
 BJ4757;UTM  15      - 3,385,862.924   675,832.180   MT  0.99998141   +0 56 00.9
 BJ4757
 BJ4757                          SUPERSEDED SURVEY CONTROL
 BJ4757
 BJ4757  NAD 83(1986)-  30 35 32.64020(N)    091 09 57.87637(W) AD(       ) 4
 BJ4757  NAD 27      -  30 35 31.96686(N)    091 09 57.48974(W) AD(       ) 3
 BJ4757
 BJ4757.Superseded values are not recommended for survey control.
 BJ4757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4757.See file dsdata.txt to determine how the superseded data were derived.
 BJ4757
 BJ4757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7583285863(NAD 83)
 BJ4757_MARKER: 53 = ELEVATED TANK
 BJ4757
 BJ4757  HISTORY     - Date     Condition        Report By
 BJ4757  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4757
 BJ4757                          STATION DESCRIPTION
 BJ4757
 BJ4757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4757'BAKER WEST MUNICIPAL WATER TANK IS LOCATED WITHIN A SMALL FENCED AREA
 BJ4757'IN THE NORTH CENTRAL SECTION OF TOWN, ABOUT 0.05 MILE EAST OF THE
 BJ4757'STATE HIGHWAY 19 AND JACKSON STREET JUNCTION, 0.05 MILE SOUTH OF
 BJ4757'JACKSON STREET AND 50 FEET EAST OF A NORTH-SOUTH DIRT STREET.
 BJ4757'
 BJ4757'A LARGE STEEL TANK, 130 FEET IN HEIGHT, SILVER IN COLOR, AN OVAL
 BJ4757'SHAPED ROOF, BAKER PRINTED ON THE SIDES OF THE TANK AND SUPPORTED BY
 BJ4757'4 TUBULAR TYPE STEEL LEGS.
 BJ4757'
 BJ4757'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2554 ***********************************************************************
 BX2554  DESIGNATION -  BALD
 BX2554  PID         -  BX2554
 BX2554  STATE/COUNTY-  LA/LA SALLE
 BX2554  USGS QUAD   -  NICKEL (1984)
 BX2554
 BX2554                         *CURRENT SURVEY CONTROL
 BX2554  ___________________________________________________________________
 BX2554* NAD 83(1992)-  31 45 22.04219(N)    092 05 04.53408(W)     ADJUSTED  
 BX2554* NAVD 88     -        88.70   (+/-2cm)     291.0    (feet)  VERTCON   
 BX2554  ___________________________________________________________________
 BX2554  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BX2554  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX2554
 BX2554  HORZ ORDER  -  FIRST
 BX2554  VERT ORDER  -  THIRD ? (See Below)
 BX2554
 BX2554.The horizontal coordinates were established by classical geodetic methods
 BX2554.and adjusted by the National Geodetic Survey in January 1993..
 BX2554
 BX2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2554.The vertical order pertains to the NGVD 29 superseded value.
 BX2554
 BX2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2554
 BX2554.The geoid height was determined by GEOID03.
 BX2554
 BX2554;                    North         East     Units Scale Factor Converg.
 BX2554;SPC LA N     -   139,347.887 1,039,353.378   MT  0.99991870   +0 13 10.7
 BX2554;SPC LA N     -   457,177.19  3,409,945.21   sFT  0.99991870   +0 13 10.7
 BX2554;UTM  15      - 3,513,768.783   586,694.840   MT  0.99969269   +0 28 54.5
 BX2554
 BX2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2554!SPC LA N     -   0.99999011  x   0.99991870  =   0.99990881
 BX2554!UTM  15      -   0.99999011  x   0.99969269  =   0.99968280
 BX2554
 BX2554:                Primary Azimuth Mark                     Grid Az
 BX2554:SPC LA N     -  AIMWELL LOT 1889 LADC                    065 27 02.1
 BX2554:UTM  15      -  AIMWELL LOT 1889 LADC                    065 11 18.3
 BX2554
 BX2554|---------------------------------------------------------------------|
 BX2554| PID    Reference Object                     Distance      Geod. Az  |
 BX2554|                                                           dddmmss.s |
 BX2554| BW2549 AIMWELL LOT 1889 LADC               APPROX.10.9 KM 0654012.8 |
 BX2554| CY3327 BALD AZ MK                                         1622306.4 |
 BX2554| BX2559 JENA MUNICIPAL TANK                 APPROX. 9.1 KM 2094256.4 |
 BX2554| CY3328 BALD RM 1                            26.788 METERS 25326     |
 BX2554| CY3329 BALD RM 2                            24.748 METERS 32733     |
 BX2554|---------------------------------------------------------------------|
 BX2554
 BX2554                          SUPERSEDED SURVEY CONTROL
 BX2554
 BX2554  NAD 83(1986)-  31 45 22.05934(N)    092 05 04.52926(W) AD(       ) 1
 BX2554  NAD 27      -  31 45 21.44700(N)    092 05 04.04600(W) AD(       ) 1
 BX2554  NGVD 29 (07/19/86)   88.70   (m)          291.0    (f) LEVELING    3  
 BX2554
 BX2554.Superseded values are not recommended for survey control.
 BX2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2554.See file dsdata.txt to determine how the superseded data were derived.
 BX2554
 BX2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR8669513769(NAD 83)
 BX2554_MARKER: DS = TRIANGULATION STATION DISK
 BX2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2554
 BX2554  HISTORY     - Date     Condition        Report By
 BX2554  HISTORY     - 1941     MONUMENTED       CGS
 BX2554
 BX2554                          STATION DESCRIPTION
 BX2554
 BX2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2554'STATION IS IN THE E SIDE OF SEC. 17, T. 9 N., R. 4 E., ABOUT
 BX2554'5 MILES E OF SUMMERVILLE, ON A SMALL HILL IN SCATTERED TIMBER
 BX2554'IN A LOGGED-OFF AREA.  IT IS ON THE HIGHEST PART OF THE HILL,
 BX2554'77 FEET W OF A TRIANGULAR-BLAZED 12-INCH PINE TREE, 54 FEET
 BX2554'W OF THE CENTER LINE OF A TRACK ROAD AND 6 FEET S BY E OF
 BX2554'REFERENCE POST.  IT IS STAMPED BALD 1941 AND PROJECTS 6 INCHES.
 BX2554'
 BX2554'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD DISKS
 BX2554'SET IN CONCRETE.
 BX2554'
 BX2554'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 4- BY 10-FOOT
 BX2554'SECTION OF OUTCROPPING BEDROCK.  IT IS STAMPED BALD NO. 1
 BX2554'1941 AND THE ROCK PROJECTS ABOUT 2 INCHES.
 BX2554'
 BX2554'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 1 1/2- BY
 BX2554'4-FOOT SECTION OF OUTCROPPING BEDROCK.  IT IS STAMPED BALD
 BX2554'NO. 2 1941 AND THE ROCK PROJECTS ABOUT 2 INCHES.
 BX2554'
 BX2554'AZIMUTH MARK IS IN THE NE ANGLE OF A ROAD INTERSECTION, 49
 BX2554'FEET E OF N-S ROAD, 23 FEET N OF E-W ROAD AND 2-1/2 FEET W
 BX2554'OF REFERENCE POST.  IT IS STAMPED BALD 1941 AND PROJECTS 4
 BX2554'INCHES.
 BX2554'
 BX2554'TO REACH THE STATION FROM SUMMERVILLE AT THE INTERSECTION OF
 BX2554'STATE HIGHWAYS 6 AND 112, GO E ON STATE HIGHWAY 112 FOR
 BX2554'2.25 MILES TO A SIGN ON THE RIGHT READING, SQUIRES CEMETERY.
 BX2554'CONTINUE E FOR 0.2 MILE AND TURN RIGHT ON SIDE ROAD UP HILL.
 BX2554'GO 3.1 MILES AND TAKE LEFT FORK.  GO 1.6 MILES TO T-ROAD
 BX2554'INTERSECTION AND ROAD SIGNS (ECW 63 AND ECW 68).  THE AZIMUTH
 BX2554'MARK IS IN THE NE ANGLE OF THIS ROAD INTERSECTION.  GO N ON
 BX2554'ROAD ECW 68 FOR 0.35 MILE TO THE STATION ON SPARSELY TIMBERED
 BX2554'KNOLL.
 BX2554'
 BX2554'A 90-FOOT SIGNAL AT STAPLETON IS VISIBLE FROM THE GROUND.
 BX2554'
 BX2554'A 103-FOOT SIGNAL AT PRICHARD IS VISIBLE FROM THE GROUND.
 BX2554'
 BX2554'A 90-FOOT SIGNAL AT WEBB IS VISIBLE AT 13 FEET.
 BX2554'
 BX2554'A 116-FOOT SIGNAL AT PBM UTILITY IS VISIBLE AT 40 FEET.
 BX2554'
 BX2554'A 90-FOOT SIGNAL AT JENA IS VISIBLE AT 26 FEET.
 BX2554'
 BX2554'A 116-FOOT SIGNAL AT CHICK IS VISIBLE AT THE GROUND.
 BX2554'
 BX2554'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0025 ***********************************************************************
 AU0025  DESIGNATION -  BALDWIN SE BASE
 AU0025  PID         -  AU0025
 AU0025  STATE/COUNTY-  LA/ST MARY
 AU0025  USGS QUAD   -  FRANKLIN (1994)
 AU0025
 AU0025                         *CURRENT SURVEY CONTROL
 AU0025  ___________________________________________________________________
 AU0025* NAD 83(1992)-  29 50 20.00666(N)    091 32 43.90691(W)     ADJUSTED  
 AU0025* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU0025  **This station is located in a subsidence area (see below).
 AU0025  ___________________________________________________________________
 AU0025  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU0025  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AU0025  DYNAMIC HT  -           4.2   (meters)      14.    (feet)  COMP
 AU0025  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AU0025
 AU0025  HORZ ORDER  -  FIRST
 AU0025  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU0025
 AU0025.The horizontal coordinates were established by classical geodetic methods
 AU0025.and adjusted by the National Geodetic Survey in January 1993..
 AU0025
 AU0025 ** The orthometric height has not been validated since last determined
 AU0025 ** by differential leveling and should not be used for control purposes.
 AU0025 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0025 ** area with valid NAVD 88 orthometric heights.
 AU0025 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0025 ** epoch indicated which incorporates improved geoid heights for the
 AU0025 ** Southern Louisiana Subsidence area.
 AU0025 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0025.The orthometric height was scaled from a topographic map.
 AU0025.The vertical order pertains to the first NAVD 88 superseded value.
 AU0025
 AU0025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0025
 AU0025.The geoid height was determined by GEOID03.
 AU0025
 AU0025.The dynamic height is computed by dividing the NAVD 88
 AU0025.geopotential number by the normal gravity value computed on the
 AU0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0025.degrees latitude (g = 980.6199 gals.).
 AU0025
 AU0025.The modeled gravity was interpolated from observed gravity values.
 AU0025
 AU0025;                    North         East     Units Scale Factor Converg.
 AU0025;SPC LA S     -   148,427.565   979,494.425   MT  0.99992972   -0 06 22.0
 AU0025;SPC LA S     -   486,966.10  3,213,557.96   sFT  0.99992972   -0 06 22.0
 AU0025;UTM  15      - 3,301,820.881   640,514.008   MT  0.99984361   +0 43 25.7
 AU0025
 AU0025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0025!SPC LA S     -   1.00000344  x   0.99992972  =   0.99993316
 AU0025!UTM  15      -   1.00000344  x   0.99984361  =   0.99984705
 AU0025
 AU0025|---------------------------------------------------------------------|
 AU0025| PID    Reference Object                     Distance      Geod. Az  |
 AU0025|                                                           dddmmss.s |
 AU0025| AU1799 BALDWIN SE BASE RM 1                 54.087 METERS 10251     |
 AU0025| AU0027 BALDWIN SE BASE RM 4                 31.940 METERS 11819     |
 AU0025| AU2528 BALDWIN CATHOLIC CH E DOME          453.379 METERS 2341442.0 |
 AU0025| AU2529 BALDWIN CATHOLIC CH W DOME          463.541 METERS 2342828.2 |
 AU0025| AU0026 BALDWIN SE BASE RM 2                               3164130.8 |
 AU0025| AU2522 ADELINE PLANTATION MILL STACK       APPROX. 5.6 KM 3183007.3 |
 AU0025| CV8712 BALDWIN SE BASE RM 3                 26.300 METERS 33428     |
 AU0025| CV8711 BALDWIN SE BASE AZ MK                              3390013.0 |
 AU0025|---------------------------------------------------------------------|
 AU0025
 AU0025                          SUPERSEDED SURVEY CONTROL
 AU0025
 AU0025  NAD 83(1986)-  29 50 20.02754(N)    091 32 43.90166(W) AD(       ) 1
 AU0025  NAD 27      -  29 50 19.28694(N)    091 32 43.50056(W) AD(       ) 1
 AU0025  NAVD 88 (06/15/91)    4.251  (m)           13.95   (f) UNKNOWN     1 1
 AU0025  NGVD 29 (??/??/??)    4.272  (m)           14.02   (f) ADJUSTED    1 1
 AU0025
 AU0025.Superseded values are not recommended for survey control.
 AU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0025.See file dsdata.txt to determine how the superseded data were derived.
 AU0025
 AU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4051401821(NAD 83)
 AU0025_MARKER: DS = TRIANGULATION STATION DISK
 AU0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0025_STAMPING: BALDWIN SE BASE 1931
 AU0025_MARK LOGO: CGS   
 AU0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0025+STABILITY: SURFACE MOTION
 AU0025
 AU0025  HISTORY     - Date     Condition        Report By
 AU0025  HISTORY     - 1931     MONUMENTED       CGS
 AU0025  HISTORY     - 1936     GOOD             LAGS
 AU0025  HISTORY     - 1948     GOOD             CGS
 AU0025  HISTORY     - 1955     GOOD             CGS
 AU0025  HISTORY     - 1957     GOOD             CGS
 AU0025  HISTORY     - 1966     GOOD             CGS
 AU0025  HISTORY     - 1969     GOOD             CGS
 AU0025  HISTORY     - 1969     GOOD             CGS
 AU0025  HISTORY     - 1969     GOOD             CGS
 AU0025  HISTORY     - 1976     GOOD             NGS
 AU0025  HISTORY     - 1982     GOOD             NGS
 AU0025
 AU0025                          STATION DESCRIPTION
 AU0025
 AU0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU0025'IN THE VILLAGE OF BALDWIN, ON THE REAR OF A LOT OWNED BY
 AU0025'W.P. FOSTER OF FRANKLIN, 315 FEET NW OF JUNCTION OF CONCRETE
 AU0025'HIGHWAY (U.S. HIGHWAY 90) AND GRAVEL ROAD TO CHARENTON,
 AU0025'67.2 FEET SW OF CENTER LINE OF CONCRETE HIGHWAY, 36.6 FEET
 AU0025'SE AND 30.4 FEET NE FROM OLD FENCE LINES, AND 37 FEET E OF A
 AU0025'TRIPLE TREE.
 AU0025'
 AU0025'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU0025'DISKS SET IN CONCRETE.
 AU0025'
 AU0025'SURFACE MARK PROJECTS 10 INCHES.
 AU0025'
 AU0025'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND IS 167 FEET NW
 AU0025'OF ROAD JUNCTION MENTIONED ABOVE 29.2 FEET NE OF CENTER LINE
 AU0025'OF CONCRETE HIGHWAY, 9.5 FEET NW OF A WILLOW TREE, 16.3 FEET
 AU0025'NW OF A PICKET FENCE CORNER, 0.9 FEET SW OF LINE FENCE, AND
 AU0025'177.45 FEET FROM STATION S 77 DEG 09 MIN E.
 AU0025'
 AU0025'REFERENCE MARK NO. 2 IS FLUSH WITH SURFACE AND 0.35 MILE
 AU0025'NW OF ROAD JUNCTION MENTIONED ABOVE, ON A HEADLAND ON SW
 AU0025'SIDE OF U.S. HIGHWAY 90, 41 FEET SW FROM CENTER LINE OF
 AU0025'CONCRETE ROAD, 10 FEET W OF A CONCRETE CULVERT UNDER A PROPOSED
 AU0025'SIDE ROAD, AND 0.3 MILE FROM STATION N 43 DEG 19 MIN W.
 AU0025'
 AU0025'THE FOLLOWING BEARINGS ARE FROM STATION--BALDWIN, CATHOLIC
 AU0025'CHURCH, EAST DOME, S 54 DEG 15 MIN W.  BALDWIN, CATHOLIC
 AU0025'CHURCH, WEST DOME, S 54 DEG 28 MIN W.
 AU0025
 AU0025                          STATION RECOVERY (1936)
 AU0025
 AU0025'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AU0025'STATION RECOVERED.  REVISED DESCRIPTION--IN THE VILLAGE OF
 AU0025'BALDWIN, IN THE CENTER OF A VEGETABLE GARDEN OWNED BY W.P.
 AU0025'FOSTER.  320 FEET NW OF THE CENTER LINE INTERSECTION OF THE
 AU0025'OLD SPANISH TRAIL (U.S. HIGHWAY 90) AND GRAVEL ROAD LEADING
 AU0025'TO CHARENTON.  215 FEET E OF THE NE CORNER OF HOME OWNED
 AU0025'AND OCCUPIED BY BOB CONRAD.  AND 67 FEET SSW OF THE CENTER
 AU0025'LINE OF THE OLD SPANISH TRAIL (U.S. HIGHWAY 90).
 AU0025
 AU0025                          STATION RECOVERY (1948)
 AU0025
 AU0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU0025'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU0025'
 AU0025'STATION IS IN THE N PART OF THE VILLAGE OF BALDWIN, 315
 AU0025'FEET NW OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY
 AU0025'900, 66.6 FEET SW OF THE CENTER LINE OF THE PAVEMENT OF U.S.
 AU0025'HIGHWAY 90, 26.5 FEET SW OF A LONE 14-INCH OAK TREE AT INNER
 AU0025'EDGE OF CONCRETE SIDEWALK, ON THE SE SIDE OF AND UNDER A BAMBOO
 AU0025'HEDGEROW ALONG THE SE SIDE OF A LAWN.  THE TRIPLE TREE MENTIONED
 AU0025'IN THE 1931 DESCRIPTION NO LONGER EXISTS.  STATION IS AT THE EDGE
 AU0025'OF A LAWN AND NOT IN A GARDEN.  THERE ARE NO FENCES NEAR
 AU0025'THE STATION.
 AU0025'
 AU0025'R.M. 1 RECOVERED AS DESCRIBED EXCEPT THAT THE FENCES NO LONGER
 AU0025'EXIST.
 AU0025'
 AU0025'R.M. 2 IS 41 FEET SW OF THE CENTER LINE OF U.S. HIGHWAY 90
 AU0025'AND 11 FEET NW OF THE CENTER LINE OF A DIM FIELD ROAD.
 AU0025'
 AU0025'R.M. 2 IS NOT VISIBLE FROM THE STATION.  CATHOLIC CHURCH
 AU0025'AT BALDWIN IS NOT VISIBLE FROM STATION.
 AU0025
 AU0025                          STATION RECOVERY (1955)
 AU0025
 AU0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU0025'AT BALDWIN, 320 FT. NW OF THE CENTER OF THE INTERSECTION
 AU0025'OF U.S. HIGHWAY 90 AND STATE HIGHWAYS 83 AND 1092, 68 FT.
 AU0025'SW OF THE CENTERLINE OF U.S. HIGHWAY 90, 27 FT. SW OF THE
 AU0025'SW EDGE OF A SIDEWALK, 23 FT. SW OF A 16-IN. OAK TREE, A
 AU0025'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 AU0025'PROJECTING 0.3 FT. ABOVE THE GROUND, AND STAMPED BALDWIN SE
 AU0025'BASE 1931.
 AU0025'
 AU0025'REFERENCE MARK 1 IS 174.8 FT. E OF THE TRIANGULATION STATION,
 AU0025'29 FT. NE OF THE CENTERLINE OF U.S. HIGHWAY 90, 59 FT. NW OF
 AU0025'THE W CORNER OF LEONARDS HARDWARE STORE, 6.2 FT. SE OF A
 AU0025'POWER POLE, 2 FT. NW OF A WITNESS POST, A REFERENCE-MARK
 AU0025'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AU0025'ABOVE GROUND, AND STAMPED BALDWIN SE BASE NO 1 1931.
 AU0025'
 AU0025'REFERENCE MARK 2 IS 0.3 MI. NW OF THE TRIANGULATION STATION,
 AU0025'41 FT. SW OF THE CENTERLINE OF U.S. HIGHWAY 90, 21 FT. SW OF
 AU0025'THE SW END OF A 24-IN. PIPE CULVERT UNDER THE HIGHWAY, 9
 AU0025'FT. N OF THE CENTERLINE OF A FIELD ROAD LEADING W, 10 FT.
 AU0025'W OF THE NW END OF A 30-IN. PIPE CULVERT UNDER THE FIELD
 AU0025'ROAD, 2 FT. NE OF A WITNESS POST, A REFERENCE-MARK DISK,
 AU0025'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FT. ABOVE THE
 AU0025'GROUND, AND STAMPED BALDWIN SE BASE NO 2 1931.
 AU0025
 AU0025                          STATION RECOVERY (1957)
 AU0025
 AU0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU0025'THE STATION AND R.M. NO. 1 RECOVERED IN GOOD CONDITION.
 AU0025'R.M. NO. 2 WAS SEARCHED FOR BUT NOT FOUND.
 AU0025'
 AU0025'THE RECOVERY NOTE BY C.W.C. IN 1948 IS ADEQUATE.
 AU0025
 AU0025                          STATION RECOVERY (1966)
 AU0025
 AU0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 AU0025'THE STATION MARK, STAMPED BALDWIN S.E. BASE 1931, IS ABOUT
 AU0025'0.5 MILE NORTHEAST ALONG STATE ROAD 83 AND CYPREMORT STREET
 AU0025'FROM THE SOUTHERN PACIFIC RAILWAY STATION AT BALDWIN, ABOUT
 AU0025'100 YARDS NORTHWEST OF THE INTERSECTION OF OF U.S. HIGHWAY
 AU0025'90 AND STATE ROADS 83 AND 326, 67 FEET SOUTHWEST OF THE CENTER
 AU0025'LINE OF U.S. HIGHWAY 90, 217 FEET NORTHWEST OF THE NORTH CORNER
 AU0025'OF A TEXACO SERVICE STATION, 182 FEET EAST OF THE EAST CORNER
 AU0025'OF A LARGE BRICK HOUSE, 25-1/2 FEET SOUTHWEST OF THE SOUTHWEST
 AU0025'EDGE OF A SIDEWALK, 8.0 FEET NORTHWEST OF AN 8-INCH OAK TREE
 AU0025'WHICH IS BEARING A WITNESS SHIELD, ABOUT 2 FEET BELOW THE
 AU0025'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AU0025'PROJECTING 6 INCHES.
 AU0025'
 AU0025'R.M. 1 WAS FOUND DESTROYED.
 AU0025'
 AU0025'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU0025'
 AU0025'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AU0025
 AU0025                          STATION RECOVERY (1969)
 AU0025
 AU0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 AU0025'THE STATION AND R.M. 2 WERE RECOVERED AND IN GOOD CONDITION.
 AU0025'
 AU0025'THE STATION IS LOCATED AT BALDWIN, ABOUT 0.55 MILE NORTHEAST
 AU0025'ALONG STATE HIGHWAY 83 FROM THE CROSSING OF THE SOUTHERN
 AU0025'PACIFIC COMPANY RAILROAD, 105 YARDS NORTHWEST OF THE JUNCTION
 AU0025'OF U.S. HIGHWAY 90 AND STATE HIGHWAY 83, NEAR THE EAST CORNER
 AU0025'OF A LAWN FOR A ONE STORY BRICK RESIDENCE, ALONG U.S. HIGHWAY
 AU0025'90, 217 FEET NORTHWEST OF THE NORTH CORNER OF TEXACO SERVICE
 AU0025'STATION, 182 FEET EAST OF THE EAST CORNER OF THE BRICK
 AU0025'RESIDENCE, 67 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AU0025'(U.S.  90), 8 FEET NORTHWEST OF A 12-INCH OAK TREE, 4 FEET
 AU0025'NORTHWEST OF THE CENTER OF A DITCH, 3 FEET BELOW THE LEVEL
 AU0025'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AU0025'PROJECTING 7 INCHES ABOVE THE LEVEL OF THE GROUND.
 AU0025'
 AU0025'R.M. 2 IS LOCATED ABOUT 0.35 MILE NORTHWEST ALONG U.S. HIGHWAY
 AU0025'90 FROM THE STATION MARK, 50 FEET WEST OF THE CENTER OF
 AU0025'THE JUNCTION OF THE HIGHWAY AND A ROAD TO A FIELD, 41 FEET
 AU0025'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHWEST
 AU0025'OF THE SOUTHWEST END OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY.
 AU0025'39 FEET EAST OF (CONT) TELEPHONE POLE NO. 7 1/2, 10 FEET
 AU0025'SOUTHWEST OF THE NORTHWEST END FOR A 24-INCH PIPE CULVERT
 AU0025'UNDER THE FIELD ROAD, 1.2 FEET EAST OF A METAL WITNESS POST,
 AU0025'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 AU0025'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 AU0025'GROUND.
 AU0025'
 AU0025'NOTE--R.M. 2 WAS REPORTED AS NOT RECOVERED BY CARL N. DAVIS
 AU0025'IN 1966.
 AU0025'
 AU0025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BALDWIN
 AU0025
 AU0025                          STATION RECOVERY (1969)
 AU0025
 AU0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU0025'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE
 AU0025'IN GOOD CONDITION.  REFERENCE MARK 3, REFERENCE MARK 4 AND A NEW
 AU0025'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 AU0025'FOLLOWS.
 AU0025'
 AU0025'THE STATION MARK IS LOCATED IN THE NORTHWEST PART OF BALDWIN IN THE
 AU0025'SOUTHEAST EDGE OF PROPERTY OWNED BY MR. HERBERT BARRAS.
 AU0025'
 AU0025'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 90 AND STATE
 AU0025'HIGHWAY 326 AND 83 IN NORTHWEST PART OF BALDWIN, GO NORTHWEST ON US
 AU0025'HIGHWAY 90 FOR 315 FEET TO THE STATION ON THE LEFT.
 AU0025'
 AU0025'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON US HIGHWAY
 AU0025'90 FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND
 AU0025'SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 AU0025'RIGHT.
 AU0025'
 AU0025'THE STATION MARK IS A STANDARD DISK, STAMPED BALDWIN S. E. BASE 1931,
 AU0025'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 AU0025'INCHES.  IT IS 99 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 79 FEET
 AU0025'EAST-NORTHEAST OF A 20-INCH PECAN TREE, 67 FEET SOUTHWEST OF THE
 AU0025'CENTER OF US HIGHWAY 90 AND 8.5 FEET NORTHWEST OF A 14-INCH OAK
 AU0025'TREE WITH A METAL WITNESS SIGN ATTACHED TO THE NORTH SIDE.
 AU0025'
 AU0025'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BALDWIN SE BASE NO 2
 AU0025'1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 AU0025'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 40 FEET SOUTHWEST OF
 AU0025'THE CENTER OF US HIGHWAY 90, 10 FEET NORTH OF A FIELD DRIVE AND 2
 AU0025'FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.  THE
 AU0025'MARK COULD NOT BE SEEN FROM THE STATION BECAUSE OF THE GROWTH OF
 AU0025'TREES.
 AU0025'
 AU0025'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BALDWIN SE BASE NO 3
 AU0025'1931, 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU0025'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 110 FEET NORTH-NORTHEAST OF
 AU0025'A 20-INCH PECAN TREE, 39 FEET SOUTHWEST OF THE CENTER OF US HIGHWAY
 AU0025'90 AND 13 FEET EAST-SOUTHEAST OF A TELEPHONE POLE.
 AU0025'
 AU0025'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BALDWIN SE BASE NO 4
 AU0025'1931 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU0025'THAT PROJECTS 2 INCHES.  IT IS 38 FEET NORTHWEST OF A GRAVELED
 AU0025'DRIVEWAY TO A USED CAR PARKING LOT, 36 FEET SOUTHWEST OF THE
 AU0025'CENTER OF US HIGHWAY 90 AND 4.6 FEET NORTHWEST OF A TELEPHONE
 AU0025'POLE.
 AU0025'
 AU0025'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BALDWIN SE BASE 1931
 AU0025'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AU0025'PROJECTS 4 INCHES.  IT IS 29 FEET SOUTH OF THE CENTER OF A GRAVELED
 AU0025'ROAD, 3 FEET EAST OF A POWERLINE POLE AND 2.5 FEET WEST OF A METAL
 AU0025'WITNESS POST WITH A SIGN ATTACHED.
 AU0025'
 AU0025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHWEST PART
 AU0025'OF BALDWIN.
 AU0025'
 AU0025'HEIGHT OF LIGHT ABOVE STATION MARK 30.40 FEET.
 AU0025
 AU0025                          STATION RECOVERY (1969)
 AU0025
 AU0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AU0025'IN BALDWIN.
 AU0025'AT BALDWIN, ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 83 FROM THE
 AU0025'CROSSING OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 105 YARDS NORTHWEST
 AU0025'OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 83, NEAR THE EAST
 AU0025'CORNER OF A LARGE LAWN FOR A ONE STORY BRICK HOME, ALONG U. S. HIGHWAY
 AU0025'90, 217 FEET NORTHWEST OF THE NORTH CORNER OF A TEXACO SERVICE
 AU0025'STATION, 182 FEET EAST OF THE EAST CORNER OF A BRICK RESIDENCE, 67
 AU0025'FEET SOUTHWEST OF THE CENTER LINE OF THE U. S. HIGHWAY 90, 8 FEET
 AU0025'NORTHWEST OF A 12-INCH OAK TREE, 4 FEET NORTHWEST OF THE CENTER OF A
 AU0025'DITCH, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 AU0025'CONCRETE POST PROJECTING 7 INCHES ABOVE THE LEVEL OF THE GROUND.
 AU0025
 AU0025                          STATION RECOVERY (1976)
 AU0025
 AU0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0025'RECOVERED IN GOOD CONDITION.
 AU0025
 AU0025                          STATION RECOVERY (1982)
 AU0025
 AU0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2901 ***********************************************************************
 CQ2901  DESIGNATION -  BALL
 CQ2901  PID         -  CQ2901
 CQ2901  STATE/COUNTY-  LA/LINCOLN
 CQ2901  USGS QUAD   -  RUSTON EAST (1994)
 CQ2901
 CQ2901                         *CURRENT SURVEY CONTROL
 CQ2901  ___________________________________________________________________
 CQ2901* NAD 83(1992)-  32 35 55.84017(N)    092 35 52.86149(W)     ADJUSTED  
 CQ2901* NAVD 88     -       104.56   (+/-2cm)     343.0    (feet)  VERTCON   
 CQ2901  ___________________________________________________________________
 CQ2901  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CQ2901  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2901
 CQ2901  HORZ ORDER  -  FIRST
 CQ2901  VERT ORDER  -  THIRD ? (See Below)
 CQ2901
 CQ2901.The horizontal coordinates were established by classical geodetic methods
 CQ2901.and adjusted by the National Geodetic Survey in January 1993..
 CQ2901
 CQ2901.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2901.The vertical order pertains to the NGVD 29 superseded value.
 CQ2901
 CQ2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2901
 CQ2901.The geoid height was determined by GEOID03.
 CQ2901
 CQ2901;                    North         East     Units Scale Factor Converg.
 CQ2901;SPC LA N     -   232,719.798   990,798.899   MT  0.99998524   -0 03 06.6
 CQ2901;SPC LA N     -   763,514.87  3,250,646.05   sFT  0.99998524   -0 03 06.6
 CQ2901;UTM  15      - 3,606,887.524   537,720.712   MT  0.99961754   +0 12 59.7
 CQ2901
 CQ2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2901!SPC LA N     -   0.99998764  x   0.99998524  =   0.99997288
 CQ2901!UTM  15      -   0.99998764  x   0.99961754  =   0.99960518
 CQ2901
 CQ2901:                Primary Azimuth Mark                     Grid Az
 CQ2901:SPC LA N     -  BALL AZ MK                               052 31 27.3
 CQ2901:UTM  15      -  BALL AZ MK                               052 15 21.0
 CQ2901
 CQ2901|---------------------------------------------------------------------|
 CQ2901| PID    Reference Object                     Distance      Geod. Az  |
 CQ2901|                                                           dddmmss.s |
 CQ2901| CQ1184 BALL AZ MK                                         0522820.7 |
 CQ2901| CY3330 BALL RM 1                                          06409     |
 CQ2901| CQ1183 BALL 2                               37.147 METERS 15351     |
 CQ2901| CQ2910 RUSTON MUNICIPAL TANK               APPROX. 8.5 KM 2051113.3 |
 CQ2901| CQ2913 RUSTON COURTHOUSE DOME              APPROX. 8.8 KM 2054050.7 |
 CQ2901| CQ1182 BALL RM 2                                          22344     |
 CQ2901| CQ2927 HILLY LOOKOUT TOWER LFC             APPROX.11.0 KM 3064312.4 |
 CQ2901| CQ2924 DUBACH TEX E TRANS RADIO MAST       APPROX. 8.5 KM 3371454.8 |
 CQ2901| CY3331 BALL RM 3                            19.633 METERS 35222     |
 CQ2901|---------------------------------------------------------------------|
 CQ2901
 CQ2901                          SUPERSEDED SURVEY CONTROL
 CQ2901
 CQ2901  NAD 83(1986)-  32 35 55.85327(N)    092 35 52.85236(W) AD(       ) 1
 CQ2901  NAD 27      -  32 35 55.31900(N)    092 35 52.32300(W) AD(       ) 1
 CQ2901  NGVD 29 (07/19/86)  104.63   (m)          343.3    (f) LEVELING    3  
 CQ2901
 CQ2901.Superseded values are not recommended for survey control.
 CQ2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2901.See file dsdata.txt to determine how the superseded data were derived.
 CQ2901
 CQ2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3772106888(NAD 83)
 CQ2901_MARKER: DS = TRIANGULATION STATION DISK
 CQ2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2901
 CQ2901  HISTORY     - Date     Condition        Report By
 CQ2901  HISTORY     - 1931     MONUMENTED       CGS
 CQ2901  HISTORY     - 1934     GOOD             LAGS
 CQ2901  HISTORY     - 1952     GOOD             CGS
 CQ2901  HISTORY     - 1954     GOOD             CGS
 CQ2901
 CQ2901                          STATION DESCRIPTION
 CQ2901
 CQ2901'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2901'STATION IS ABOUT 5.8 MILES NE OF RUSTON ON ROUTE 44, ON
 CQ2901'A HIGH KNOLL IN A PASTURE OWNED BY E.C. BALL, ABOUT 150
 CQ2901'METERS (492 FEET) NW OF THE BALL SCHOOLHOUSE, ABOUT 150
 CQ2901'METERS (492 FEET) WNW OF ROUTE 44, IN SE 1/4 SW 1/4 SEC.
 CQ2901'29, T. 19 N., R. 2 W.
 CQ2901'
 CQ2901'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2901'DISKS SET IN CONCRETE.   UPPER MARK
 CQ2901'IS 6 INCHES BELOW THE SURFACE.
 CQ2901'
 CQ2901'REFERENCE MARK NO. 1 IS 10 METERS (33 FEET) W OF CENTER LINE
 CQ2901'OF ROUTE 44, 1 FOOT W OF FENCE LINE, IN NE CORNER OF SMALL
 CQ2901'FIELD, AND 250 METERS (820 FEET) FROM STATION IN N 44 DEG 09 MIN
 CQ2901'22 SEC E.
 CQ2901'
 CQ2901'REFERENCE MARK NO. 2 IS IN PASTURE 1 FOOT E OF WIRE FENCE,
 CQ2901'AND 46.80 METERS (153.5 FEET) FROM STATION S 43 DEG 44 MIN W.
 CQ2901
 CQ2901                          STATION RECOVERY (1934)
 CQ2901
 CQ2901'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 CQ2901'RECOVERED AS DESCRIBED.  STATION IS NOW DESCRIBED AS BEING
 CQ2901'JUST BEHIND THE BALL RESIDENCE.
 CQ2901
 CQ2901                          STATION RECOVERY (1952)
 CQ2901
 CQ2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2901'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 CQ2901'CONDITION.  REFERENCE MARK 1 COULD NOT BE FOUND.  AN AZIMUTH
 CQ2901'MARK AND REFERENCE MARK 3 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 CQ2901'
 CQ2901'THE STATION IS ABOUT 6 MILES NORTHEAST OF RUSTON, 0.1 MILE
 CQ2901'NORTHWEST OF STATE HIGHWAY 44, ON A HIGH KNOLL IN SECTION
 CQ2901'29, T 19 N, R 2 W, ON LAND OWNED BY E.C. BALL, ABOUT 100
 CQ2901'YARDS NORTH OF A GRADED ROAD, AND 23 FEET EAST OF A 24-INCH
 CQ2901'OAK TREE.
 CQ2901'
 CQ2901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CQ2901'AND STATE HIGHWAY 44 AT THE NORTHEAST EDGE OF RUSTON, GO
 CQ2901'NORTHEAST ON STATE HIGHWAY 44 FOR 1.5 MILES TO A CROSS ROAD
 CQ2901'AT AN OLD SCHOOL BUILDING ON THE LEFT, TURN LEFT AND GO
 CQ2901'WEST ON A GRADED ROAD FOR 0.15 MILE TO THE TOP OF A KNOLL,
 CQ2901'TURN RIGHT AND FOLLOW TRACKS NORTHEAST FOR 0.05 MILE TO
 CQ2901'THE HIGHEST POINT OF THE KNOLL AND THE STATION.
 CQ2901'
 CQ2901'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.15
 CQ2901'MILE TO STATE HIGHWAY 44, TURN LEFT AND GO NORTH ON THE
 CQ2901'HIGHWAY FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 CQ2901'
 CQ2901'THE STATION MARK IS 12 INCHES UNDERGROUND AND THE DISK IS
 CQ2901'STAMPED BALL 1931.
 CQ2901'
 CQ2901'REFERENCE MARK 2 IS 123 FEET NORTH OF A WIRE FENCE.  THE
 CQ2901'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BALL 1931
 CQ2901'NO 2.
 CQ2901'
 CQ2901'REFERENCE MARK 3 IS 65 FEET NORTHEAST OF A 24-INCH PINE
 CQ2901'TREE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ2901'BALL NO 3 1931.
 CQ2901'
 CQ2901'THE AZIMUTH MARK IS 35 FEET SOUTH OF A TELEPHONE POLE AND
 CQ2901'35 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 44.  THE
 CQ2901'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BALL 1931.
 CQ2901'
 CQ2901'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CQ2901
 CQ2901                          STATION RECOVERY (1954)
 CQ2901
 CQ2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 CQ2901'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  REFERENCE
 CQ2901'MARK NO. 1 WHICH WAS REPORTED NOT FOUND IN 1952 WAS RECOVERED
 CQ2901'IN A DAMAGED CONDITION.  IT WAS WITHIN THE HIGHWAY RIGHT-OF-WAY
 CQ2901'AND IN THE WAY OF HIGHWAY MAINTENANCE.  IT WAS DESTROYED.
 CQ2901'REFERENCE NO. 3 WAS IN THE SITE OF A T V RELAY TOWER AND
 CQ2901'WAS DESTROYED.  THE STATION MARK AT THE NORTH SIDE OF THE
 CQ2901'SITE FOR THE POWER HOUSE FOR THE RELAY STATION AND THE SURFACE
 CQ2901'MARK WILL BE DESTROYED.  IT IS BELIEVED THE SUB-SURFACE MARK
 CQ2901'MAY NOT BE DESTROYED WHEN THE RELAY STATION IS BUILT IN
 CQ2901'THE EARLY PART OF 1955.  BALL 2 1954 WAS ESTABLISHED 37.15
 CQ2901'METERS, 121.885 FEET SOUTHEAST OF THE STATION TO CLEAR THE
 CQ2901'CONSTRUCTION AREA.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 CQ2901'MARK WERE USED WITH STATION BALL 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1183 ***********************************************************************
 CQ1183  DESIGNATION -  BALL 2
 CQ1183  PID         -  CQ1183
 CQ1183  STATE/COUNTY-  LA/LINCOLN
 CQ1183  USGS QUAD   -  RUSTON EAST (1994)
 CQ1183
 CQ1183                         *CURRENT SURVEY CONTROL
 CQ1183  ___________________________________________________________________
 CQ1183* NAD 83(1992)-  32 35 54.75773(N)    092 35 52.23362(W)     ADJUSTED  
 CQ1183* NAVD 88     -       100.847  (meters)     330.86   (feet)  ADJUSTED  
 CQ1183  ___________________________________________________________________
 CQ1183  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CQ1183  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1183  DYNAMIC HT  -         100.734 (meters)     330.49  (feet)  COMP
 CQ1183  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CQ1183
 CQ1183  HORZ ORDER  -  SECOND
 CQ1183  VERT ORDER  -  SECOND    CLASS 0
 CQ1183
 CQ1183.The horizontal coordinates were established by classical geodetic methods
 CQ1183.and adjusted by the National Geodetic Survey in January 1993..
 CQ1183
 CQ1183.The orthometric height was determined by differential leveling
 CQ1183.and adjusted by the National Geodetic Survey in June 1991..
 CQ1183
 CQ1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1183
 CQ1183.The geoid height was determined by GEOID03.
 CQ1183
 CQ1183.The dynamic height is computed by dividing the NAVD 88
 CQ1183.geopotential number by the normal gravity value computed on the
 CQ1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1183.degrees latitude (g = 980.6199 gals.).
 CQ1183
 CQ1183.The modeled gravity was interpolated from observed gravity values.
 CQ1183
 CQ1183;                    North         East     Units Scale Factor Converg.
 CQ1183;SPC LA N     -   232,686.440   990,815.241   MT  0.99998518   -0 03 06.2
 CQ1183;SPC LA N     -   763,405.43  3,250,699.67   sFT  0.99998518   -0 03 06.2
 CQ1183;UTM  15      - 3,606,854.255   537,737.204   MT  0.99961756   +0 12 60.0
 CQ1183
 CQ1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1183!SPC LA N     -   0.99998822  x   0.99998518  =   0.99997340
 CQ1183!UTM  15      -   0.99998822  x   0.99961756  =   0.99960578
 CQ1183
 CQ1183:                Primary Azimuth Mark                     Grid Az
 CQ1183:SPC LA N     -  BALL AZ MK                               047 37 13.4
 CQ1183:UTM  15      -  BALL AZ MK                               047 21 07.2
 CQ1183
 CQ1183|---------------------------------------------------------------------|
 CQ1183| PID    Reference Object                     Distance      Geod. Az  |
 CQ1183|                                                           dddmmss.s |
 CQ1183| CQ1184 BALL AZ MK                                         0473407.2 |
 CQ1183| CQ2905 31A014 LADH 1966                    APPROX. 0.9 KM 0845827.0 |
 CQ1183| CQ1180 31 A 013 LADH                       126.529 METERS 13013     |
 CQ1183| CQ1181 BALL 2 RM 1                          14.569 METERS 20406     |
 CQ1183| CQ1182 BALL RM 2                            48.658 METERS 26916     |
 CQ1183| CQ2901 BALL                                 37.147 METERS 33351     |
 CQ1183|---------------------------------------------------------------------|
 CQ1183
 CQ1183                          SUPERSEDED SURVEY CONTROL
 CQ1183
 CQ1183  NAD 83(1986)-  32 35 54.77084(N)    092 35 52.22451(W) AD(       ) 2
 CQ1183  NAD 27      -  32 35 54.23600(N)    092 35 51.69500(W) AD(       ) 2
 CQ1183  NGVD 29 (??/??/??)  100.925  (m)          331.12   (f) ADJUSTED    2 0
 CQ1183
 CQ1183.Superseded values are not recommended for survey control.
 CQ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1183.See file dsdata.txt to determine how the superseded data were derived.
 CQ1183
 CQ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3773706854(NAD 83)
 CQ1183_MARKER: DS = TRIANGULATION STATION DISK
 CQ1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1183_STAMPING: BALL 2 1954
 CQ1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1183+STABILITY: SURFACE MOTION
 CQ1183
 CQ1183  HISTORY     - Date     Condition        Report By
 CQ1183  HISTORY     - 1954     MONUMENTED       CGS
 CQ1183  HISTORY     - 1966     GOOD             CGS
 CQ1183  HISTORY     - 1968     GOOD             LADH
 CQ1183  HISTORY     - 1969     GOOD             LADH
 CQ1183  HISTORY     - 1969     GOOD             LADH
 CQ1183  HISTORY     - 1972     GOOD             NGS
 CQ1183  HISTORY     - 1973     GOOD             LOCSUR
 CQ1183
 CQ1183                          STATION DESCRIPTION
 CQ1183
 CQ1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CAS)
 CQ1183'THE STATION IS ABOUT 6 MILES NORTHEAST OF RUSTON, 0.1 MILE
 CQ1183'WEST OF STATE HIGHWAY NO. 44, ON A SAND HILL IN SECTION
 CQ1183'29, T.19 N., R.2 W., ON LAND OWNED BY MR. E.C. BALL AND ON
 CQ1183'A LONG TERM LEASE TO THE A.T. AND T. CO. FOR A SITE FOR A
 CQ1183'T V RELAY TOWER.  THE MARK IS ABOUT 150 FEET WEST OF THE BALL
 CQ1183'RESIDENCE, 90 FEET SOUTH OF A POWER POLE, 5 FEET NORTHWEST
 CQ1183'OF THE NORTHWEST CORNER OF THE CORNER OF THE GARDEN AND
 CQ1183'150 FEET NORTH OF THE NORTH FENCE OF THE ROAD LEADING WEST.
 CQ1183'IT IS A STANDARD DISK STAMPED BALL 2 1954 AND SET IN THE TOP
 CQ1183'OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT
 CQ1183'IS ALONG THE SOUTH EAST SLOPE OF THE HILL AND IS ABOUT 8
 CQ1183'FEET LOWER THAN THE FLOOR OF THE POWER HOUSE.
 CQ1183'
 CQ1183'REFERENCE MARK NO. 1 IS A STANDARD DISK IN A CONCRETE MONUMENT,
 CQ1183'ABOUT FLUSH WITH THE GROUND, 4 FEET WEST OF THE WEST FENCE
 CQ1183'OF THE GARDEN, SOUTH OF THE STATION AND IN RANGE WITH
 CQ1183'THE NORTH SIDE OF THE BALL HOUSE.  IT IS STAMPED BALL 2 NO
 CQ1183'1 1954.
 CQ1183'
 CQ1183'REFERENCE NO. 2 IS A STANDARD DISK STAMPED BALL NO 2 1931,
 CQ1183'SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 CQ1183'IT IS ALONG THE WEST SLOPE OF THE HILL AND NEAR THE WEST
 CQ1183'FENCE OF THE A.T. AND T. LEASE.
 CQ1183'
 CQ1183'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALL 1931 AND
 CQ1183'SET IN A CONCRETE CYLINDER WHICH PROJECTS ABOUT 3 INCHES.
 CQ1183'IT IS ABOUT 30 FEET EAST OF THE CENTERLINE OF HIGHWAY NO. 44,
 CQ1183'3 FEET SOUTHEAST OF A POWER POLE AND ABOUT 75 YARDS NORTHEAST
 CQ1183'OF A WHITE HOUSE WHICH IS ALONG THE WEST SIDE OF THE HIGHWAY.
 CQ1183'
 CQ1183'TO REACH THE STATION FROM RUSTON--GO NORTH ON HIGHWAY NO.
 CQ1183'44, FROM THE JUNCTION WITH HIGHWAY NO. 80 IN THE NORTHEAST
 CQ1183'PART OF TOWN, 5.8 MILES TO THE CROAS ROADS AND THE BALL
 CQ1183'RESIDENCE IN THE NORTHWEST CORNER OF THE INTERSECTION.  TURN
 CQ1183'LEFT AND GO WEST .15 MILE TO THE TOP OF THE GRADE.  THEN
 CQ1183'TURN RIGHT ABOUT 50 YARDS TO THE STATION AS DESCRIBED.
 CQ1183'
 CQ1183'TO REACH THE AZIMUTH MARK FROM THE CROSS ROADS, CONTINUE
 CQ1183'NORTH ON THE HIGHWAY 0.35 MILE TO THE TOP OF A LOW DIVIDE
 CQ1183'AND THE MARK ON THE RIGHT.
 CQ1183
 CQ1183                          STATION RECOVERY (1966)
 CQ1183
 CQ1183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ1183'THIS STATION IS NORTH ALONG LA HIGHWAY 33, 3.90 MILES FROM
 CQ1183'THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE ON INTERSTATE
 CQ1183'20.  STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS
 CQ1183'93.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TELEPHONE
 CQ1183'TRANSMISSION TOWER BLOCK HOUSE, 122.0 FEET SOUTHEAST OF THE
 CQ1183'SOUTHWEST CORNER OF THE SAME BUILDING, 5.0 FEET NORTHWEST
 CQ1183'OF FENCE CORNER AROUND GARDEN, 98.5 FEET SOUTH OF A POWER
 CQ1183'POLE, 52.5 FEET SOUTHWEST OF A 4 INCH CEDAR TREE, AND 183.0
 CQ1183'FEET NORTH OF THE CENTERLINE OF LA HIGHWAY 3072.
 CQ1183'
 CQ1183'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A SQUARE
 CQ1183'CONCRETE POST EVEN WITH THE SURFACE OF THE GROUND.  STATION
 CQ1183'IS STAMPED BALL 2 1954.
 CQ1183'
 CQ1183'TO REACH THIS STATION FROM THE LINCOLN PARISH COURTHOUSE IN
 CQ1183'RUSTON, LOUISIANA, FOLLOW ALONG VIENNA STREET (U.S. 167)
 CQ1183'NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND INTERCHANGE
 CQ1183'ON INTERSTATE 20, THENCE EAST ALONG INTERSTATE 20 FOR 1.2
 CQ1183'MILES TO THE LA HIGHWAY 33 OVERPASS AND INTERCHANGE, THENCE
 CQ1183'NORTH ALONG LA HIGHWAY 33 OVERPASS AND INTERCHANGE, THENCE
 CQ1183'NORTH ALONG LA HIGHWAY 33 FOR 3.90 MILES TO THE INTERSECTION
 CQ1183'WITH LA 3072, THENCE WEST ALONG 3072 FOR ABOUT 400 FEET TO
 CQ1183'STATION SET NORTH OF HIGHWAY.
 CQ1183'
 CQ1183'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION SET SOUTH
 CQ1183'OF STATION 47.80 FEET INSIDE GARDEN FENCE.
 CQ1183'
 CQ1183'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION SOUTHWEST
 CQ1183'OF STATION 159.60 FEET AND MARK IS WEST OF DRIVE TO A.T.
 CQ1183'AND T. TOWER.
 CQ1183'
 CQ1183'AZIMUTH MARK IS IN GOOD CONDITION BUT COULD NOT BE OBSERVED
 CQ1183'BECAUSE OF A STAND OF PINE TREES WHICH COULD NOT BE CUT.
 CQ1183
 CQ1183                          STATION RECOVERY (1968)
 CQ1183
 CQ1183'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1968 (VDS)
 CQ1183'THE STATION WAS VISITED 6/3/68 AND THE STATION MARK, REFERENCE
 CQ1183'MARK NO. 1, NO. 2, AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CQ1183'A NEW DESCRIPTION FOLLOWS--
 CQ1183'
 CQ1183'THE STATION IS LOCATED 6.2 MILES NORTHEAST OF RUSTON AND
 CQ1183'18.4 MILES SOUTHWEST OF FARMERVILLE, IN THE SE 1/4 OF SW 1/4
 CQ1183'OF SECTION 29, T19N, R2W, AND ON PROPERTY OWNED BY MR. E.C.
 CQ1183'BALL.  IT IS 93.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CQ1183'A TELEPHONE TRANSMISSION TOWER BLOCK HOUSE, 122 FEET SOUTHEAST
 CQ1183'OF THE SOUTHEAST CORNER OF SAID BUILDING, 5.0 FEET NORTHWEST
 CQ1183'OF A FENCE CORNER AND 98.5 FEET NORTH OF THE CENTERLINE OF
 CQ1183'STATE HIGHWAY 3072.
 CQ1183'
 CQ1183'IT IS A STANDARD TRIANGULATION DISK, STAMPED BALL 2 1954
 CQ1183'FLUSH WITH THE GROUND.
 CQ1183'
 CQ1183'REFERENCE MARK NO. 1 IS 47.8 FEET SOUTH OF THE STATION.  IT
 CQ1183'IS 133 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TELEPHONE
 CQ1183'TRANSMISSION TOWER BLOCK HOUSE, 6.0 FEET WEST OF A GARDEN FENCE,
 CQ1183'143 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 3072 AND
 CQ1183'114 FEET EAST OF A DRIVEWAY LEADING TO THE A T AND T CABLE
 CQ1183'TOWER.  IT IS A STANDARD DISK, STAMPED BALL 2 NO. 1 1931,
 CQ1183'PROJECTING 0 INCHES.
 CQ1183'
 CQ1183'REFERENCE MARK NO. 2 IS 159.6 FEET SOUTHWEST OF THE STATION.
 CQ1183'IT IS 119 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TELEPHONE
 CQ1183'TRANSMISSION TOWER BLOCK HOUSE, 30 FEET WEST OF A DRIVEWAY
 CQ1183'LEADING TO THE TOWER, 160 FEET NORTH OF THE CENTERLINE OF
 CQ1183'STATE HIGHWAY 3072 AND 67 FEET EAST OF A 2 STRAND BARBED
 CQ1183'WIRE FENCE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 CQ1183'BALL 1931 NO. 2, PROJECTING 4 INCHES.
 CQ1183'
 CQ1183'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 146.5
 CQ1183'FEET,
 CQ1183'
 CQ1183'THE AZIMUTH MARK IS 0.36 MILE NORTHEAST OF THE STATION.  IT
 CQ1183'IS 83 FEET NORTHEAST OF A SOUTHERN BELL TELEPHONE UNDERGROUND
 CQ1183'CABLE JUNCTION BOX AND 72 FEET SOUTH OF A FENCE CORNER OF
 CQ1183'THE EAST SIDE OF THE ROAD, 34.5 FEET EAST OF THE CENTERLINE
 CQ1183'OF THE HIGHWAY AND 2.0 FEET WEST OF A METAL WITNESS SIGN
 CQ1183'AND POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED BALL
 CQ1183'1931, PROJECTING 4 INCHES.
 CQ1183'
 CQ1183'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ1183'TRAVEL NORTH ALONG U.S. 167 FOR 0.8 MILES TO THE VIENNA
 CQ1183'STREET OVERPASS AND INTERCHANGE ON INTERSTATE 20, THENCE
 CQ1183'EAST ON I-20 FOR 1.2 MILES TO THE LA 33 INTERCHANGE, THENCE
 CQ1183'NORTH ALONG LA 33 FOR 3.9 MILES TO THE JUNCTION OF STATE
 CQ1183'HIGHWAY 3072, TURN LEFT AND GO 0.1 MILE TO THE MARK ON THE
 CQ1183'RIGHT.
 CQ1183'
 CQ1183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 CQ1183'NORTHEAST
 CQ1183
 CQ1183                          STATION RECOVERY (1969)
 CQ1183
 CQ1183'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (VDS)
 CQ1183'THE STATION WAS VISITED 1/24/69 AND THE STATION MARK, REFERENCE
 CQ1183'MARK NO. 1, NO. 2, AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CQ1183'A NEW DESCRIPTION FOLLOWS--
 CQ1183'
 CQ1183'THE STATION IS LOCATED 6.0 MILES NORTHEAST OF RUSTON AND
 CQ1183'17.7 MILES SOUTHWEST OF FARMERVILLE, IN THE SE 1/4 OF SW
 CQ1183'1/4 OF SECTION 29, T19N, R2W, AND ON PROPERTY OWNED BY MR.
 CQ1183'E.C. BALL.  IT IS 93.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CQ1183'OF A TELEPHONE TRANSMISSION TOWER BLOCK HOUSE, 122 FEET
 CQ1183'SOUTHEAST OF THE SOUTHWEST CORNER OF SAID BUILDING, 5.0
 CQ1183'FEET NORTHWEST OF A FENCE CORNER AND 191 FEET NORTH OF THE
 CQ1183'CENTERLINE OF STATE HIGHWAY LA. 3072.
 CQ1183'
 CQ1183'IT IS A STANDARD TRIANGULATION DISK, STAMPED BALL 2 1954,
 CQ1183'FLUSH WITH THE GROUND.
 CQ1183'
 CQ1183'REFERENCE MARK NO. 1 IS 47.8 FEET SOUTH OF THE STATION.  IT
 CQ1183'IS 133 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TELEPHONE
 CQ1183'TRANSMISSION TOWER BLOCK HOUSE, 6.0 FEET WEST OF A GARDEN
 CQ1183'FENCE, 143 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY LA.
 CQ1183'3072 AND 114 FEET EAST OF A DRIVEWAY LEADING TO THE TOWER.
 CQ1183'IT IS A STANDARD DISK STAMPED BALL 2 NO 1 1954, FLUSH WITH
 CQ1183'THE GROUND.
 CQ1183'
 CQ1183'REFERENCE MARK NO. 2 IS 159.6 FEET SOUTHWEST OF THE STATION.
 CQ1183'IT IS 119 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TELEPHONE
 CQ1183'TRANSMISSION TOWER BLOCK HOUSE, 30 FEET WEST OF A DRIVEWAY
 CQ1183'LEADING TO THE TOWER, 160 FEET NORTH OF THE CENTERLINE OF
 CQ1183'STATE HIGHWAY LA. 3072 AND 67 FEET EAST OF A 2 STRAND BARBED
 CQ1183'WIRE FENCE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 CQ1183'BALL 1931 NO 2, PROJECTING 4 INCHES.
 CQ1183'
 CQ1183'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 146.5
 CQ1183'FEET.
 CQ1183'
 CQ1183'THE AZIMUTH MARK IS 0.36 MILE NORTHEAST OF THE STATION.
 CQ1183'IT IS 83 FEET NORTHEAST OF A SOUTHERN BELL TELEPHONE UNDERGROUND
 CQ1183'CABLE JUNCTION BOX, 72 FEET SOUTH OF A FENCE CORNER, 34.5
 CQ1183'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET WEST
 CQ1183'OF A METAL WITNESS SIGN AND POST.  IT IS A STANDARD AZIMUTH
 CQ1183'MARK DISK, STAMPED BALL 1931, PROJECTING 4 INCHES.
 CQ1183'
 CQ1183'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ1183'TRAVEL NORTH ALONG U.S. 167 FOR 0.8 MILE TO THE VIENNA STREET
 CQ1183'OVERPASS, INTERCHANGE ON INTERSTATE 20, THENCE EAST ON I-20
 CQ1183'FOR 1.2 MILES TO THE LA. 33 INTERCHANGE, THENCE NORTH ALONG
 CQ1183'LA. 33 FOR 3.9 MILES TO THE JUNCTION OF STATE HIGHWAY LA.
 CQ1183'3072, TURN LEFT AND GO 0.1 MILE TO THE MARK ON THE RIGHT.
 CQ1183'
 CQ1183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 CQ1183'NORTHEAST
 CQ1183
 CQ1183                          STATION RECOVERY (1969)
 CQ1183
 CQ1183'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1183'6.0 MI NE FROM RUSTON.
 CQ1183'LOCATED 0.8 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1183'COURTHOUSE IN RUSTON, THENCE EAST ALONG INTERSTATE HIGHWAY 20 FOR 1.2
 CQ1183'MILES, THENCE NORTH ALONG STATE HIGHWAY LA. 33 FOR 3.9 MILES, THENCE
 CQ1183'WEST ALONG STATE HIGHWAY LA. 3072 FOR 0.1 MILE TO THE MARK ON THE
 CQ1183'RIGHT.  IT IS 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TELEPHONE
 CQ1183'TRANSMISSION TOWER BLOCK HOUSE, 122 FEET SOUTHEAST OF THE SOUTHWEST
 CQ1183'CORNER OF SAID BUILDING, 5 FEET NORTHWEST OF A FENCE CORNER AND 191
 CQ1183'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY LA. 3072.  IT IS A C AND
 CQ1183'GS TRIANGULATION DISK STAMPED BALL 2 1954 AND SET IN THE TOP OF A
 CQ1183'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 29, T 19N, R 2W.
 CQ1183
 CQ1183                          STATION RECOVERY (1972)
 CQ1183
 CQ1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CQ1183'THE STATION WAS VISITED 3-22-72 AND THE STATION AND ALL
 CQ1183'THE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CQ1183'WAS REQUESTED MOVED AT THIS DATE.  THIS COULD NOT BE DONE
 CQ1183'DUE TO DENSE GROWTH OF NEW PINE TIMBER WHICH COULD NOT BE
 CQ1183'CUT FOR LINE OF SIGHT.  THE MARK WAS RESET ONLY AS A BENCH
 CQ1183'MARK AT THIS DATE.  THE 1968 DESCRIPTION FOR THIS STATION
 CQ1183'BY VDS IS ADEQUATE AT THIS TIME.
 CQ1183
 CQ1183                          STATION RECOVERY (1973)
 CQ1183
 CQ1183'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 CQ1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1181 ***********************************************************************
 CQ1181  DESIGNATION -  BALL 2 RM 1
 CQ1181  PID         -  CQ1181
 CQ1181  STATE/COUNTY-  LA/LINCOLN
 CQ1181  USGS QUAD   -  RUSTON EAST (1994)
 CQ1181
 CQ1181                         *CURRENT SURVEY CONTROL
 CQ1181  ___________________________________________________________________
 CQ1181* NAD 83(1986)-  32 35 55.     (N)    092 35 52.     (W)     SCALED    
 CQ1181* NAVD 88     -       100.092  (meters)     328.39   (feet)  ADJUSTED  
 CQ1181  ___________________________________________________________________
 CQ1181  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1181  DYNAMIC HT  -          99.980 (meters)     328.02  (feet)  COMP
 CQ1181  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CQ1181
 CQ1181  VERT ORDER  -  SECOND    CLASS 0
 CQ1181
 CQ1181.The horizontal coordinates were scaled from a topographic map and have
 CQ1181.an estimated accuracy of +/- 6 seconds.
 CQ1181
 CQ1181.The orthometric height was determined by differential leveling
 CQ1181.and adjusted by the National Geodetic Survey in June 1991..
 CQ1181
 CQ1181.The geoid height was determined by GEOID03.
 CQ1181
 CQ1181.The dynamic height is computed by dividing the NAVD 88
 CQ1181.geopotential number by the normal gravity value computed on the
 CQ1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1181.degrees latitude (g = 980.6199 gals.).
 CQ1181
 CQ1181.The modeled gravity was interpolated from observed gravity values.
 CQ1181
 CQ1181;                    North         East    Units  Estimated Accuracy
 CQ1181;SPC LA N     -   232,690.      990,820.      MT  (+/- 180 meters Scaled)
 CQ1181
 CQ1181                          SUPERSEDED SURVEY CONTROL
 CQ1181
 CQ1181  NGVD 29 (??/??/??)  100.170  (m)          328.64   (f) ADJUSTED    2 0
 CQ1181
 CQ1181.Superseded values are not recommended for survey control.
 CQ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1181.See file dsdata.txt to determine how the superseded data were derived.
 CQ1181
 CQ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS377068(NAD 83)
 CQ1181_MARKER: DR = REFERENCE MARK DISK
 CQ1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1181_STAMPING: BALL 2 NO1 1954
 CQ1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1181+STABILITY: SURFACE MOTION
 CQ1181
 CQ1181  HISTORY     - Date     Condition        Report By
 CQ1181  HISTORY     - 1954     MONUMENTED       CGS
 CQ1181  HISTORY     - 1969     GOOD             LADH
 CQ1181  HISTORY     - 1973     GOOD             LOCSUR
 CQ1181
 CQ1181                          STATION DESCRIPTION
 CQ1181
 CQ1181'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1181'6.0 MI NE FROM RUSTON.
 CQ1181'LOCATED 0.8 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1181'COURTHOUSE IN RUSTON, THENCE EAST ALONG INTERSTATE HIGHWAY 20 FOR 1.2
 CQ1181'MILES, THENCE NORTH ALONG STATE HIGHWAY LA. 33 FOR 3.9 MILES, THENCE
 CQ1181'WEST ALONG STATE HIGHWAY LA. 3072 FOR 0.1 MILE TO THE MARK ON THE
 CQ1181'RIGHT.  IT IS 133 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CQ1181'TELEPHONE TRANSMISSION TOWER BLOCK HOUSE, 6 FEET WEST OF A GARDEN
 CQ1181'FENCE, 143 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY LA. 3072, 114
 CQ1181'FEET EAST OF A DRIVEWAY LEADING TO THE TOWER.  IT IS A C AND GS
 CQ1181'REFERENCE  NCE MARK DISK STAMPED BALL 2 NO1 1954 AND SET IN THE TOP OF
 CQ1181'A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 29, T 19N, R 2W.
 CQ1181
 CQ1181                          STATION RECOVERY (1973)
 CQ1181
 CQ1181'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 CQ1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1185 ***********************************************************************
 CQ1185  DESIGNATION -  BALL AZ MK RESET 1972
 CQ1185  PID         -  CQ1185
 CQ1185  STATE/COUNTY-  LA/LINCOLN
 CQ1185  USGS QUAD   -  RUSTON EAST (1994)
 CQ1185
 CQ1185                         *CURRENT SURVEY CONTROL
 CQ1185  ___________________________________________________________________
 CQ1185* NAD 83(1986)-  32 35 58.     (N)    092 35 41.     (W)     SCALED    
 CQ1185* NAVD 88     -        90.16   (meters)     295.8    (feet)  RESET     
 CQ1185  ___________________________________________________________________
 CQ1185  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1185
 CQ1185  VERT ORDER  -  THIRD
 CQ1185
 CQ1185.The horizontal coordinates were scaled from a topographic map and have
 CQ1185.an estimated accuracy of +/- 6 seconds.
 CQ1185
 CQ1185.The orthometric height was computed from unverified reset data.
 CQ1185.No vertical observational check was made to the station.
 CQ1185
 CQ1185.The geoid height was determined by GEOID03.
 CQ1185
 CQ1185;                    North         East    Units  Estimated Accuracy
 CQ1185;SPC LA N     -   232,790.      991,110.      MT  (+/- 180 meters Scaled)
 CQ1185
 CQ1185                          SUPERSEDED SURVEY CONTROL
 CQ1185
 CQ1185  NGVD 29 (??/??/??)   90.24   (m)          296.1    (f) RESET       3  
 CQ1185
 CQ1185.Superseded values are not recommended for survey control.
 CQ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1185.See file dsdata.txt to determine how the superseded data were derived.
 CQ1185
 CQ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS380069(NAD 83)
 CQ1185_MARKER: DZ = AZIMUTH MARK DISK
 CQ1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1185_STAMPING: BALL AZ MK RESET 1972
 CQ1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1185+STABILITY: SURFACE MOTION
 CQ1185
 CQ1185  HISTORY     - Date     Condition        Report By
 CQ1185  HISTORY     - 1972     MONUMENTED       NGS
 CQ1185
 CQ1185                          STATION DESCRIPTION
 CQ1185
 CQ1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CQ1185'6.15 MI NE FROM RUSTON.
 CQ1185'THE MARK IS LOCATED 4.57 MILE NORTH ALONG STATE HIGHWAY 33 FROM ITS
 CQ1185'INTERSECTION WITH I-20 AT RUSTON, 0.3 MILE NORTH OF A CROSSROAD.  IT
 CQ1185'IS 90 FEET NORTHWEST OF THE SOUTHERN BELL UNDERGROUND CABLE JUNCTION
 CQ1185'BOX, 73 FEET SOUTH OF A FENCE CORNER ON THE EAST SIDE OF THE HIGHWAY,
 CQ1185'66 FEET NORTH OF A GAS METER, 93.7 FEET NORTH OF THE CENTER OF A
 CQ1185'DRIVEWAY, 39 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT SOUTH
 CQ1185'OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED ON A 3 1/2
 CQ1185'FOOT SECTION OF COPPER WELD ROD FASTENED TO THE 10-INCH SQUARE IRON
 CQ1185'PLATE, ENCASED IN A 4-INCH ORANGEBURGE PIPE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1182 ***********************************************************************
 CQ1182  DESIGNATION -  BALL RM 2
 CQ1182  PID         -  CQ1182
 CQ1182  STATE/COUNTY-  LA/LINCOLN
 CQ1182  USGS QUAD   -  RUSTON EAST (1994)
 CQ1182
 CQ1182                         *CURRENT SURVEY CONTROL
 CQ1182  ___________________________________________________________________
 CQ1182* NAD 83(1986)-  32 35 56.     (N)    092 35 53.     (W)     SCALED    
 CQ1182* NAVD 88     -       101.478  (meters)     332.93   (feet)  ADJUSTED  
 CQ1182  ___________________________________________________________________
 CQ1182  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1182  DYNAMIC HT  -         101.364 (meters)     332.56  (feet)  COMP
 CQ1182  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CQ1182
 CQ1182  VERT ORDER  -  SECOND    CLASS 0
 CQ1182
 CQ1182.The horizontal coordinates were scaled from a topographic map and have
 CQ1182.an estimated accuracy of +/- 6 seconds.
 CQ1182
 CQ1182.The orthometric height was determined by differential leveling
 CQ1182.and adjusted by the National Geodetic Survey in June 1991..
 CQ1182
 CQ1182.The geoid height was determined by GEOID03.
 CQ1182
 CQ1182.The dynamic height is computed by dividing the NAVD 88
 CQ1182.geopotential number by the normal gravity value computed on the
 CQ1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1182.degrees latitude (g = 980.6199 gals.).
 CQ1182
 CQ1182.The modeled gravity was interpolated from observed gravity values.
 CQ1182
 CQ1182;                    North         East    Units  Estimated Accuracy
 CQ1182;SPC LA N     -   232,730.      990,800.      MT  (+/- 180 meters Scaled)
 CQ1182
 CQ1182                          SUPERSEDED SURVEY CONTROL
 CQ1182
 CQ1182  NGVD 29 (??/??/??)  101.556  (m)          333.19   (f) ADJUSTED    2 0
 CQ1182
 CQ1182.Superseded values are not recommended for survey control.
 CQ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1182.See file dsdata.txt to determine how the superseded data were derived.
 CQ1182
 CQ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS377068(NAD 83)
 CQ1182_MARKER: DR = REFERENCE MARK DISK
 CQ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1182_STAMPING: BALL 1931 NO2
 CQ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1182+STABILITY: SURFACE MOTION
 CQ1182
 CQ1182  HISTORY     - Date     Condition        Report By
 CQ1182  HISTORY     - 1931     MONUMENTED       CGS
 CQ1182  HISTORY     - 1969     GOOD             LADH
 CQ1182  HISTORY     - 1973     GOOD             LOCSUR
 CQ1182
 CQ1182                          STATION DESCRIPTION
 CQ1182
 CQ1182'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1182'6.0 MI NE FROM RUSTON.
 CQ1182'LOCATED 0.8 MILE NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN PARISH
 CQ1182'COURTHOUSE IN RUSTON, THENCE EAST ALONG INTERSTATE HIGHWAY 20 FOR 1.2
 CQ1182'MILES, THENCE NORTH ALONG STATE HIGHWAY LA. 33 FOR 3.9 MILES, THENCE
 CQ1182'WEST ALONG STATE HIGHWAY LA. 3072 FOR 0.1 MILE TO THE MARK ON THE
 CQ1182'RIGHT.  IT IS 119 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CQ1182'TELEPHONE TRANSMISSION TOWER BLOCK HOUSE, 30 FEET WEST OF A DRIVEWAY
 CQ1182'LEADING TO THE TOWER, 160 FEET NORTH OF THE CENTERLINE OF STATE
 CQ1182'HIGHWAY LA. 3072 AND 67 FEET EAST OF A 2 STRAND BARBED WIRE FENCE. IT
 CQ1182'IS A C AND GS REFERENCE MARK DISK STAMPED BALL 1931 NO2 AND SET IN THE
 CQ1182'TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SECTION 29, T 19N, R 2W.
 CQ1182
 CQ1182                          STATION RECOVERY (1973)
 CQ1182
 CQ1182'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 CQ1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2420 ***********************************************************************
 BW2420  DESIGNATION -  BANG
 BW2420  PID         -  BW2420
 BW2420  STATE/COUNTY-  LA/TENSAS
 BW2420  USGS QUAD   -  LAKE BRUIN (1994)
 BW2420
 BW2420                         *CURRENT SURVEY CONTROL
 BW2420  ___________________________________________________________________
 BW2420* NAD 83(1992)-  31 54 34.62398(N)    091 20 20.86040(W)     ADJUSTED  
 BW2420* NAVD 88     -        23.64   (+/-2cm)      77.6    (feet)  VERTCON   
 BW2420  ___________________________________________________________________
 BW2420  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BW2420  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW2420
 BW2420  HORZ ORDER  -  FIRST
 BW2420  VERT ORDER  -  THIRD ? (See Below)
 BW2420
 BW2420.The horizontal coordinates were established by classical geodetic methods
 BW2420.and adjusted by the National Geodetic Survey in May 1994..
 BW2420
 BW2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2420.The vertical order pertains to the NGVD 29 superseded value.
 BW2420
 BW2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2420
 BW2420.The geoid height was determined by GEOID03.
 BW2420
 BW2420;                    North         East     Units Scale Factor Converg.
 BW2420;SPC LA N     -   156,879.196 1,109,790.462   MT  0.99991475   +0 36 49.5
 BW2420;SPC LA N     -   514,694.50  3,641,037.54   sFT  0.99991475   +0 36 49.5
 BW2420;SPC MS W     -   267,569.062   604,868.784   MT  1.00006157   -0 31 54.1
 BW2420;SPC MS W     -   877,849.50  1,984,473.67   sFT  1.00006157   -0 31 54.1
 BW2420;UTM  15      - 3,531,620.907   657,041.722   MT  0.99990416   +0 52 41.1
 BW2420
 BW2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2420!SPC LA N     -   1.00000040  x   0.99991475  =   0.99991515
 BW2420!SPC MS W     -   1.00000040  x   1.00006157  =   1.00006197
 BW2420!UTM  15      -   1.00000040  x   0.99990416  =   0.99990456
 BW2420
 BW2420|---------------------------------------------------------------------|
 BW2420| PID    Reference Object                     Distance      Geod. Az  |
 BW2420|                                                           dddmmss.s |
 BW2420| CY3335 BANG RM 1                                          09319     |
 BW2420| CY3229 A 4470                                             1911638.4 |
 BW2420| CY3337 BANG RM 3                            36.283 METERS 19916     |
 BW2420| BW2426 BANG 2                               29.790 METERS 24309     |
 BW2420| BW2425 BANG 1929 RM 4 1971                  24.092 METERS 31124     |
 BW2420| CY3336 BANG RM 2                            24.152 METERS 35022     |
 BW2420|---------------------------------------------------------------------|
 BW2420
 BW2420                          SUPERSEDED SURVEY CONTROL
 BW2420
 BW2420  NAD 83(1992)-  31 54 34.63264(N)    091 20 20.85648(W) AD(       ) 1
 BW2420  NAD 83(1986)-  31 54 34.63620(N)    091 20 20.85675(W) AD(       ) 1
 BW2420  NAD 27      -  31 54 34.06240(N)    091 20 20.44242(W) AD(       ) 1
 BW2420  NGVD 29 (07/19/86)   23.65   (m)           77.6    (f) LEVELING    3  
 BW2420
 BW2420.Superseded values are not recommended for survey control.
 BW2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2420.See file dsdata.txt to determine how the superseded data were derived.
 BW2420
 BW2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR5704231621(NAD 83)
 BW2420_MARKER: DS = TRIANGULATION STATION DISK
 BW2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2420
 BW2420  HISTORY     - Date     Condition        Report By
 BW2420  HISTORY     - 1929     MONUMENTED       CGS
 BW2420  HISTORY     - 1937     GOOD             LAGS
 BW2420  HISTORY     - 1941     GOOD             CGS
 BW2420  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BW2420
 BW2420                          STATION DESCRIPTION
 BW2420
 BW2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2420'STATION IS ABOUT 7 MILES S OF ST. JOSEPH RAILROAD STATION,
 BW2420'ON LAND OWNED BY J.H. BANGHMAN, ON SMALL MOUND ABOUT 6 FEET
 BW2420'HIGHER THAN SURROUNDING COUNTRY, ABOUT 200 METERS (656 FEET)
 BW2420'S OF MANAGERS HOUSE, 19.0 METERS (62 FEET) W OF CENTER OF
 BW2420'CLUMP OF WILLOW TREES, 19.0 METERS (62 FEET) E OF FENCE,
 BW2420'AND 8.5 METERS (28 FEET) N OF FENCE.
 BW2420'
 BW2420'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2420'DISKS SET IN CONCRETE.
 BW2420'
 BW2420'REFERENCE MARK NO. 1 IS INSIDE FENCE CORNER, 10.4 METERS
 BW2420'(34 FEET) W OF CENTER LINE OF HIGHWAY 65, 5.8 METERS (19 FEET)
 BW2420'N OF CENTER LINE OF DIRT ROAD LEADING W FROM HIGHWAY 65,
 BW2420'0.5 METER (1.6 FEET) N OF FENCE LINE, AND 1.0 METER (3 FEET)
 BW2420'W OF FENCE POST AT CORNER, AND ABOUT 1/4 MILE FROM STATION
 BW2420'S 86 DEG 41 MIN E.
 BW2420'
 BW2420'REFERENCE MARK NO. 2 IS NEAR N SIDE OF BASE OF MOUND, 0.6
 BW2420'METER (2 FEET) S OF FENCE LINE, AND 24.38 METERS (80.0 FEET)
 BW2420'FROM STATION N 9 DEG 38 MIN E.
 BW2420
 BW2420                          STATION RECOVERY (1937)
 BW2420
 BW2420'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BW2420'ORIGINAL DESCRIPTION ADEQUATE.
 BW2420
 BW2420                          STATION RECOVERY (1941)
 BW2420
 BW2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2420'STATION RECOVERED AS DESCRIBED EXCEPT THAT IT IS ABOUT 7
 BW2420'MILES W OF THE ST. JOSEPH RAILROAD DEPOT INSTEAD OF S, AND
 BW2420'THE LAND ON WHICH THE STATION IS LOCATED IS NOW IN CULTIVATION
 BW2420'AND MOST OF THE FENCES HAVE BEEN REMOVED.  COMPLETE DESCRIPTION
 BW2420'FOLLOWS--STATION IS ABOUT 7 MILES W OF ST. JOSEPH, 7-1/2 MILES
 BW2420'NNE OF WATERPROOF AND ABOUT 1/4 MILE W OF U.S. HIGHWAY 165
 BW2420'ON PROPERTY OF J.H. BANGHMAN.
 BW2420'
 BW2420'STATION MARK IS IN A CULTIVATED FIELD, NEAR THE
 BW2420'CENTER OF A SMALL MOUND WHICH IS ABOUT 6 FEET HIGHER THAN
 BW2420'SURROUNDING COUNTRY, ABOUT 656 FEET S OF PLANTATION MANAGERS
 BW2420'HOUSE, 62 FEET E OF FENCE.  IT IS STAMPED BANG 1929 AND PROJECTS
 BW2420'2 INCHES.
 BW2420'
 BW2420'REFERENCE MARK NO. 1, IS 34 FEET W OF THE CENTER
 BW2420'LINE OF U.S. HIGHWAY 65, 19 FEET N OF THE CENTER LINE OF
 BW2420'DIRT ROAD, IN FENCE CORNER 1-1/2 FEET N OF FENCE LINE, 3 FEET
 BW2420'W OF CORNER POST.  IT IS STAMPED BANG NO. 1 1929 AND PROJECTS
 BW2420'6 INCHES.
 BW2420'
 BW2420'REFERENCE MARK NO. 2, IS AT THE BOTTOM OF THE N
 BW2420'SLOPE OF THE MOUND.  IT IS STAMPED BANG NO. 2 1929 AND IS
 BW2420'FLUSH WITH THE SURFACE OF THE GROUND.  A NEW REFERENCE MARK,
 BW2420'NO. 3 1941, A STANDARD DISK SET IN A BLOCK OF CONCRETE, WAS
 BW2420'ESTABLISHED S OF THE STATION NEAR THE BOTTOM OF THE SW SLOPE
 BW2420'OF THE MOUND, 2 FEET E OF FENCE LINE.  IT IS STAMPED BANG
 BW2420'NO. 3 1941 AND PROJECTS 8 INCHES.
 BW2420'
 BW2420'A-4470 (LA.GEOD.S.) WAS USED FOR THE AZIMUTH MARK AND IS
 BW2420'AT THE SE CORNER OF A CULTIVATED FIELD, 27 FEET W OF THE
 BW2420'CENTER LINE OF U.S. HIGHWAY 65, 1-1/2 FEET E OF FENCE CORNER,
 BW2420'1-1/2 FEET N BY E OF REFERENCE POST.  IT IS A STANDARD LA.
 BW2420'GEOD.S., BENCH MARK DISK SET IN A 6-INCH SQUARE CONCRETE
 BW2420'POST WHICH PROJECTS 3 INCHES.  IT IS STAMPED A-4470.
 BW2420'
 BW2420'TO REACH THE STATION FROM WATERPROOF, GO N ON U.S. HIGHWAY
 BW2420'65 FOR 10.5 MILES AND TURN LEFT ON GRADED DIRT ROAD AT A
 BW2420'POINT WHICH IS 0.35 MILE S OF LAWRYS GAS STATION AND STORE.
 BW2420'GO E ON DIRT ROAD FOR 0.15 MILE TO WIRE GATE AND BARNS ON THE
 BW2420'RIGHT.  STATION IS ON THE MOUND IN CULTIVATED FIELD ABOUT
 BW2420'100 YARDS N OF THIS POINT.
 BW2420'
 BW2420'A 90-FOOT SIGNAL AT JONES IS VISIBLE AT 100 FEET.
 BW2420'
 BW2420'A 116-FOOT SIGNAL AT WATERPROOF IS VISIBLE AT 80 FEET.
 BW2420'
 BW2420'A 136-FOOT SIGNAL AT MONTICELLO IS VISIBLE AT 115 FEET.
 BW2420'
 BW2420'A 116-FOOT SIGNAL AT COOTER IS VISIBLE AT 120 FEET.
 BW2420'
 BW2420'OBSERVATIONS TAKEN FROM A 136-FOOT TOWER.
 BW2420
 BW2420                          STATION RECOVERY (1971)
 BW2420
 BW2420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2420'THE SUB-SURFACE STATION MARK AND A-4470 (LGS) WERE RECOVERED
 BW2420'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 BW2420'TO BE SLIGHTLY TILTED AND WAS REMOVED FROM ITS LOCATION BY
 BW2420'REQUEST OF THE PROPERTY OWNER, AS IT WAS ON A SMALL MOUND IN A
 BW2420'FIELD THAT THE PROPERTY OWNER WANTS TO LEVEL OFF.  BANG 2 WAS
 BW2420'ESTABLISHED AND A TRAVERSE CONNECTION WAS MADE FROM THE
 BW2420'SUB-SURFACE STATION MARK.  THE SUB-SURFACE MARK WILL POSSIBLY BE
 BW2420'DESTROYED WHEN THE MOUND IS LEVELED OFF, BUT IT WAS LEFT
 BW2420'ENTACT AT THIS TIME.  REFERENCE MARKS 4 AND 5 AND A NEW
 BW2420'AZIMUTH MARK WERE ESTABLISHED THIS DATE ALSO.  FOR
 BW2420'DESCRIPTION OF THE MARKS, SEE THE DESCRIPTION FOR
 BW2420'TRIANGULATION STATION BANG 2 THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2425 ***********************************************************************
 BW2425  DESIGNATION -  BANG 1929 RM 4 1971
 BW2425  PID         -  BW2425
 BW2425  STATE/COUNTY-  LA/TENSAS
 BW2425  USGS QUAD   -  LAKE BRUIN (1994)
 BW2425
 BW2425                         *CURRENT SURVEY CONTROL
 BW2425  ___________________________________________________________________
 BW2425* NAD 83(1992)-  31 54 35.14119(N)    091 20 21.54829(W)     ADJUSTED  
 BW2425* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 BW2425  ___________________________________________________________________
 BW2425  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BW2425  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW2425
 BW2425  HORZ ORDER  -  SECOND
 BW2425
 BW2425.The horizontal coordinates were established by classical geodetic methods
 BW2425.and adjusted by the National Geodetic Survey in May 1994..
 BW2425
 BW2425.The orthometric height was scaled from a topographic map.
 BW2425
 BW2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2425
 BW2425.The geoid height was determined by GEOID03.
 BW2425
 BW2425;                    North         East     Units Scale Factor Converg.
 BW2425;SPC LA N     -   156,894.931 1,109,772.220   MT  0.99991475   +0 36 49.2
 BW2425;SPC LA N     -   514,746.12  3,640,977.69   sFT  0.99991475   +0 36 49.2
 BW2425;UTM  15      - 3,531,636.558   657,023.408   MT  0.99990409   +0 52 40.8
 BW2425
 BW2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2425!SPC LA N     -   1.00000034  x   0.99991475  =   0.99991509
 BW2425!UTM  15      -   1.00000034  x   0.99990409  =   0.99990443
 BW2425
 BW2425                          SUPERSEDED SURVEY CONTROL
 BW2425
 BW2425  NAD 83(1992)-  31 54 35.14984(N)    091 20 21.54438(W) AD(       ) 2
 BW2425  NAD 83(1986)-  31 54 35.15335(N)    091 20 21.54458(W) AD(       ) 2
 BW2425  NAD 27      -  31 54 34.57963(N)    091 20 21.13029(W) AD(       ) 2
 BW2425
 BW2425.Superseded values are not recommended for survey control.
 BW2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2425.See file dsdata.txt to determine how the superseded data were derived.
 BW2425
 BW2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR5702331637(NAD 83)
 BW2425_MARKER: DS = TRIANGULATION STATION DISK
 BW2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2425+STABILITY: SURFACE MOTION
 BW2425
 BW2425  HISTORY     - Date     Condition        Report By
 BW2425  HISTORY     - 1971     MONUMENTED       NGS
 BW2425
 BW2425                          STATION DESCRIPTION
 BW2425
 BW2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2425'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF
 BW2425'SARANAC, 6 MILES WEST OF ST JOSEPH AND 2-1/2 MILES SOUTHEAST OF
 BW2425'DELTA BRIDGE, IN A SMALL FENCED PASTURE OWNED BY MR. WILLIAM
 BW2425'VINSON, RR 2 BOX 85, ST JOSEPH LOUISIANA.  HIS TELEPHONE NUMBER
 BW2425'IS 776-3503.
 BW2425'
 BW2425'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 892
 BW2425'AND 3024 AT THE WEST END OF A BRIDGE AT THE SETTLEMENT OF DELTA
 BW2425'BRIDGE, GO SOUTH AND EAST ON HIGHWAY 3024 FOR 2.75 MILES TO AN
 BW2425'OLD HOUSE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 BW2425'HIGHWAY FOR 0.3 MILE TO A FIELD ROAD RIGHT (SOUTH), A DRIVEWAY
 BW2425'ON LEFT LEADING NORTH TO A HOUSE AND A GRADED ROAD LEFT
 BW2425'(NORTHWEST).  TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.05
 BW2425'MILE TO THE STATION ON THE RIGHT IN A SMALL FENCED PASTURE,
 BW2425'JUST SOUTHEAST OF THE HOUSE.
 BW2425'
 BW2425'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BANG 2 NO 4 1971,
 BW2425'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BW2425'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 155 FEET
 BW2425'SOUTHEAST OF A POWER POLE, 73 FEET EAST OF THE FENCE CORNER AND
 BW2425'1 FOOT WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2426 ***********************************************************************
 BW2426  DESIGNATION -  BANG 2
 BW2426  PID         -  BW2426
 BW2426  STATE/COUNTY-  LA/TENSAS
 BW2426  USGS QUAD   -  LAKE BRUIN (1994)
 BW2426
 BW2426                         *CURRENT SURVEY CONTROL
 BW2426  ___________________________________________________________________
 BW2426* NAD 83(1992)-  31 54 34.18720(N)    091 20 21.87202(W)     ADJUSTED  
 BW2426* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 BW2426  ___________________________________________________________________
 BW2426  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BW2426  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW2426
 BW2426  HORZ ORDER  -  SECOND
 BW2426
 BW2426.The horizontal coordinates were established by classical geodetic methods
 BW2426.and adjusted by the National Geodetic Survey in May 1994..
 BW2426
 BW2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2426
 BW2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2426
 BW2426.The geoid height was determined by GEOID03.
 BW2426
 BW2426;                    North         East     Units Scale Factor Converg.
 BW2426;SPC LA N     -   156,865.459 1,109,764.030   MT  0.99991475   +0 36 49.0
 BW2426;SPC LA N     -   514,649.43  3,640,950.82   sFT  0.99991475   +0 36 49.0
 BW2426;UTM  15      - 3,531,607.050   657,015.355   MT  0.99990406   +0 52 40.6
 BW2426
 BW2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2426!SPC LA N     -   1.00000081  x   0.99991475  =   0.99991556
 BW2426!UTM  15      -   1.00000081  x   0.99990406  =   0.99990487
 BW2426
 BW2426|---------------------------------------------------------------------|
 BW2426| PID    Reference Object                     Distance      Geod. Az  |
 BW2426|                                                           dddmmss.s |
 BW2426| BW2425 BANG 1929 RM 4 1971                  30.591 METERS 01609     |
 BW2426| BW2420 BANG                                 29.790 METERS 06309     |
 BW2426| CY3229 A 4470                                             1885333.0 |
 BW2426| CY3338 BANG 2 AZ MK                                       2720059.0 |
 BW2426| CY3339 BANG 2 RM 5                          49.506 METERS 29833     |
 BW2426|---------------------------------------------------------------------|
 BW2426
 BW2426                          SUPERSEDED SURVEY CONTROL
 BW2426
 BW2426  NAD 83(1992)-  31 54 34.19585(N)    091 20 21.86810(W) AD(       ) 2
 BW2426  NAD 83(1986)-  31 54 34.19941(N)    091 20 21.86832(W) AD(       ) 2
 BW2426  NAD 27      -  31 54 33.62561(N)    091 20 21.45402(W) AD(       ) 2
 BW2426  NGVD 29 (07/19/86)   21.0    (m)           69.     (f) VERT ANG       
 BW2426
 BW2426.Superseded values are not recommended for survey control.
 BW2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2426.See file dsdata.txt to determine how the superseded data were derived.
 BW2426
 BW2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR5701531607(NAD 83)
 BW2426_MARKER: DS = TRIANGULATION STATION DISK
 BW2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2426_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2426
 BW2426  HISTORY     - Date     Condition        Report By
 BW2426  HISTORY     - 1971     MONUMENTED       NGS
 BW2426
 BW2426                          STATION DESCRIPTION
 BW2426
 BW2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2426'THE STATION IS LOCATED ABOUT 7-1/2 MILES
 BW2426'SOUTH-SOUTHEAST OF SARANAC, 6 MILES WEST OF ST JOSEPH AND
 BW2426'2-1/2 MILES SOUTHEAST OF DELTA BRIDGE, IN A SMALL
 BW2426'FENCED PASTURE OWNED BY MR. WILLIAM VINSON, RR 2 BOX 85,
 BW2426'ST JOSEPH LOUISIANA.  HIS TELEPHONE NUMBER IS 776-3503.
 BW2426'
 BW2426'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 892
 BW2426'AND 3024 AT THE WEST END OF A BRIDGE AT THE SETTLEMENT OF
 BW2426'DELTA BRIDGE, GO SOUTH AND EAST ON HIGHWAY 3024 FOR 2.75 MILES
 BW2426'TO AN OLD HOUSE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BW2426'EAST ON THE HIGHWAY FOR 0.3 MILE TO A FIELD ROAD RIGHT (SOUTH),
 BW2426'A DRIVEWAY ON LEFT LEADING NORTH TO A HOUSE AND A GRADED ROAD
 BW2426'LEFT (NORTHWEST).  TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR
 BW2426'0.05 MILE TO THE STATION ON THE RIGHT IN A SMALL FENCED
 BW2426'PASTURE, JUST SOUTHEAST OF THE HOUSE.
 BW2426'
 BW2426'THE STATION MARKS ARE STANDARD DISKS STAMPED BANG 2 1971,
 BW2426'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 BW2426'CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE SURFACE OF
 BW2426'THE GROUND.  IT IS 102 FEET SOUTHEAST OF A FENCE CORNER, 69,5
 BW2426'FEET NORTHEAST OF A 36-INCH PECAN TREE AND 44 FEET WEST OF
 BW2426'A FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BW2426'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 BW2426'THE GROUND.
 BW2426'
 BW2426'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BANG 2 NO 4
 BW2426'1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 BW2426'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 BW2426'IS 155 FEET SOUTHEAST OF A POWER POLE, 73 FEET EAST OF THE
 BW2426'FENCE CORNER AND 1 FOOT WEST OF THE FENCE.
 BW2426'
 BW2426'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BANG 2 NO 5 1971,
 BW2426'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BW2426'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 99 FEET
 BW2426'WEST OF THE FENCE CORNER, 55 FEET NORTH OF A 34-INCH PECAN
 BW2426'TREE, 32 FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF A FENCE.
 BW2426'
 BW2426'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANG 2 1971,
 BW2426'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BW2426'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 40 FEET
 BW2426'NORTH OF THE CENTER OF HIGHWAY 3024, 38 FEET SOUTHWEST OF
 BW2426'THE SOUTHEAST CORNER OF THE HOUSE AND 2 FEET SOUTH OF A POWER
 BW2426'POLE WITH TRANSFORMER.
 BW2426'
 BW2426'A4470 IS A LOUISIANA GEODETIC SURVEY BENCH MARK DISK
 BW2426'STAMPED A4470, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 BW2426'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF
 BW2426'THE GROUND.  IT IS 48.5 FEET NORTH-NORTHEAST OF TELEGRAPH
 BW2426'POLE NO. 263, 27 FEET WEST OF THE CENTER OF HIGHWAY 568 AND
 BW2426'13 FEET NORTHEAST OF A FENCE CORNER.
 BW2426'
 BW2426'TO REACH A4470 FROM THE STATION, GO EAST ON STATE HIGHWAY
 BW2426'3024 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 568.  TURN
 BW2426'RIGHT AND GO SOUTH ON HIGHWAY 568 FOR 0.3 MILE TO THE MARK
 BW2426'ON THE RIGHT.
 BW2426'
 BW2426'HEIGHT OF LIGHT ABOVE STATION MARK 38.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0782 ***********************************************************************
 BX0782  DESIGNATION -  BANK
 BX0782  PID         -  BX0782
 BX0782  STATE/COUNTY-  LA/AVOYELLES
 BX0782  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0782
 BX0782                         *CURRENT SURVEY CONTROL
 BX0782  ___________________________________________________________________
 BX0782* NAD 83(1986)-  31 03 21.     (N)    092 02 54.     (W)     SCALED    
 BX0782* NAVD 88     -        22.801  (meters)      74.81   (feet)  ADJUSTED  
 BX0782  ___________________________________________________________________
 BX0782  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BX0782  DYNAMIC HT  -          22.772 (meters)      74.71  (feet)  COMP
 BX0782  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 BX0782
 BX0782  VERT ORDER  -  FIRST     CLASS I
 BX0782
 BX0782.The horizontal coordinates were scaled from a topographic map and have
 BX0782.an estimated accuracy of +/- 6 seconds.
 BX0782
 BX0782.The orthometric height was determined by differential leveling
 BX0782.and adjusted by the National Geodetic Survey in February 1994..
 BX0782
 BX0782.The geoid height was determined by GEOID03.
 BX0782
 BX0782.The dynamic height is computed by dividing the NAVD 88
 BX0782.geopotential number by the normal gravity value computed on the
 BX0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0782.degrees latitude (g = 980.6199 gals.).
 BX0782
 BX0782.The modeled gravity was interpolated from observed gravity values.
 BX0782
 BX0782;                    North         East    Units  Estimated Accuracy
 BX0782;SPC LA N     -    61,720.    1,043,110.      MT  (+/- 180 meters Scaled)
 BX0782
 BX0782                          SUPERSEDED SURVEY CONTROL
 BX0782
 BX0782  NAVD 88 (06/15/91)   22.819  (m)           74.87   (f) UNKNOWN     1 1
 BX0782  NGVD 29 (??/??/??)   22.782  (m)           74.74   (f) ADJUSTED    1 1
 BX0782
 BX0782.Superseded values are not recommended for survey control.
 BX0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0782.See file dsdata.txt to determine how the superseded data were derived.
 BX0782
 BX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ908361(NAD 83)
 BX0782_MARKER: B = BOLT
 BX0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0782_SP_SET: CURB
 BX0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0782
 BX0782  HISTORY     - Date     Condition        Report By
 BX0782  HISTORY     - UNK      MONUMENTED       DOD
 BX0782  HISTORY     - 1966     GOOD             CGS
 BX0782  HISTORY     - 1977     GOOD             NGS
 BX0782
 BX0782                          STATION DESCRIPTION
 BX0782
 BX0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0782'IN MANSURA.
 BX0782'AT MANSURA, IN SECTION 54, T 1 N, R 4 E, ABOUT 76 YARDS NORTHWEST OF
 BX0782'THE POST OFFICE, AT THE OLD CENTRAL BANK AND TRUST BUILDING WHICH
 BX0782'PRESENTLY HOUSES A BICYCLE SHOP, 24 FEET NORTHEAST OF THE CENTER LINE
 BX0782'OF STATE HIGHWAY 1, 21 FEET WEST OF A 34-INCH OAK TREE AT THE CORNER
 BX0782'OF THE BUILDING, 15 1/2 FEET SOUTHWEST OF THE CENTER OF THE FRONT AND
 BX0782'MAIN ENTRANCE, 15 FEET WEST OF BENCH MARK Q 14, A 1/4-INCH COPPER BOLT
 BX0782'SET IN THE TOP OF THE CONCRETE CURBING ALONG THE SOUTHWEST EDGE OF A
 BX0782'SIDEWALK, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ABOUT LEVEL
 BX0782'WITH THE SIDEWALK.
 BX0782
 BX0782                          STATION RECOVERY (1977)
 BX0782
 BX0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0782'ABOUY 76 YARDS NORTHWEST OF POST OFFICE AT MANSURA, ONE QUARTER
 BX0782'INCH COPPER BOLT SET IN THE TOP OF THE CONCRETE CURBING ALONG
 BX0782'THE SOUTHWEST EDGE OF A SIDEWALK AT THE OLD CENTRAL BANK AND
 BX0782'TRUST BUILDING, 24 FEET NORTHEAST OF THE CENTER LINE OF STATE
 BX0782'HIGHWAY 107, 15.5 FEET SOUTHWEST OF THE CENTER OF THE FRONT AND
 BX0782'MAIN ENTRANCE, 15 FEET WEST OF BENCHMARK Q 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1540 ***********************************************************************
 BW1540  DESIGNATION -  BANK
 BW1540  PID         -  BW1540
 BW1540  STATE/COUNTY-  LA/CATAHOULA
 BW1540  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1540
 BW1540                         *CURRENT SURVEY CONTROL
 BW1540  ___________________________________________________________________
 BW1540* NAD 83(1986)-  31 37 16.     (N)    091 48 56.     (W)     SCALED    
 BW1540* NAVD 88     -        18.52   (+/-2cm)      60.8    (feet)  VERTCON   
 BW1540  ___________________________________________________________________
 BW1540  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1540
 BW1540  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1540
 BW1540.The horizontal coordinates were scaled from a topographic map and have
 BW1540.an estimated accuracy of +/- 6 seconds.
 BW1540
 BW1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1540.The vertical order pertains to the NGVD 29 superseded value.
 BW1540
 BW1540.The geoid height was determined by GEOID03.
 BW1540
 BW1540;                    North         East    Units  Estimated Accuracy
 BW1540;SPC LA N     -   124,510.    1,064,940.      MT  (+/- 180 meters Scaled)
 BW1540
 BW1540                          SUPERSEDED SURVEY CONTROL
 BW1540
 BW1540  NGVD 29 (??/??/92)   18.516  (m)           60.75   (f) ADJ UNCH    1 2
 BW1540
 BW1540.Superseded values are not recommended for survey control.
 BW1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1540.See file dsdata.txt to determine how the superseded data were derived.
 BW1540
 BW1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ123990(NAD 83)
 BW1540_MARKER: Z = SEE DESCRIPTION
 BW1540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1540_SP_SET: SIDEWALK
 BW1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1540
 BW1540  HISTORY     - Date     Condition        Report By
 BW1540  HISTORY     - UNK      MONUMENTED       DOD
 BW1540  HISTORY     - 1966     GOOD             NGS
 BW1540
 BW1540                          STATION DESCRIPTION
 BW1540
 BW1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1540'0.2 MI NE FROM JONESVILLE.
 BW1540'ABOUT 0.2 MILE NORTHEAST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1540'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN
 BW1540'SECTION 37, T 8 N, R 6 E, AT THE EAST CORNER OF THE MASONIC TEMPLE,
 BW1540'217 FEET SOUTHWEST OF THE CENTER LINE OF FIRST STREET, 54 FEET
 BW1540'NORTHWEST OF THE CENTER LINE OF FRONT STREET, 39 FEET NORTHEAST OF THE
 BW1540'EAST CORNER OF THE KEETH SUPER MARKET, 5 INCHES SOUTH OF THE EAST
 BW1540'CORNER OF THE TEMPLE, ABOUT 3 FEET BELOW A CORNER STONE, ABOUT 3 FEET
 BW1540'ABOVE THE LEVEL OF FRONT STREET, A SMALL BRASS PLUG SET IN THE TOP OF
 BW1540'THE NORTH CORNER OF A SIDEWALK.  NOTE-- THE CONCRETE SIDEWALK HAS BEEN
 BW1540'BADLY CRACKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3164 ***********************************************************************
 BK3164  DESIGNATION -  BANK
 BK3164  PID         -  BK3164
 BK3164  STATE/COUNTY-  LA/CALCASIEU
 BK3164  USGS QUAD   -  BLACK LAKE (1975)
 BK3164
 BK3164                         *CURRENT SURVEY CONTROL
 BK3164  ___________________________________________________________________
 BK3164* NAD 83(1992)-  30 03 31.91229(N)    093 24 00.03726(W)     ADJUSTED  
 BK3164* NAVD 88     -         5.47   (+/-2cm)      17.9  **(feet)  VERTCON   
 BK3164  **This station is located in a subsidence area (see below).
 BK3164  ___________________________________________________________________
 BK3164  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK3164  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3164
 BK3164  HORZ ORDER  -  SECOND
 BK3164  VERT ORDER  -  THIRD ? (See Below)
 BK3164
 BK3164.The horizontal coordinates were established by classical geodetic methods
 BK3164.and adjusted by the National Geodetic Survey in January 1993..
 BK3164
 BK3164 ** The orthometric height has not been validated since last determined
 BK3164 ** by differential leveling and should not be used for control purposes.
 BK3164 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3164 ** area with valid NAVD 88 orthometric heights.
 BK3164 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3164 ** epoch indicated which incorporates improved geoid heights for the
 BK3164 ** Southern Louisiana Subsidence area.
 BK3164 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3164.The vertical order pertains to the NGVD 29 superseded value.
 BK3164
 BK3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3164
 BK3164.The geoid height was determined by GEOID03.
 BK3164
 BK3164;                    North         East     Units Scale Factor Converg.
 BK3164;SPC LA S     -   174,588.196   800,737.312   MT  0.99992625   -1 02 00.1
 BK3164;SPC LA S     -   572,794.77  2,627,085.66   sFT  0.99992625   -1 02 00.1
 BK3164;UTM  15      - 3,325,375.466   461,442.560   MT  0.99961834   -0 12 01.3
 BK3164
 BK3164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3164!SPC LA S     -   1.00000342  x   0.99992625  =   0.99992967
 BK3164!UTM  15      -   1.00000342  x   0.99961834  =   0.99962176
 BK3164
 BK3164|---------------------------------------------------------------------|
 BK3164| PID    Reference Object                     Distance      Geod. Az  |
 BK3164|                                                           dddmmss.s |
 BK3164| CV8036 BANK RM 1                            27.400 METERS 07556     |
 BK3164| AV0335 RHODES                              APPROX.10.3 KM 1494826.5 |
 BK3164| BK3165 M 7                                 382.044 METERS 27257     |
 BK3164| CV8037 BANK RM 2                            26.900 METERS 28829     |
 BK3164|---------------------------------------------------------------------|
 BK3164
 BK3164                          SUPERSEDED SURVEY CONTROL
 BK3164
 BK3164  NAD 83(1986)-  30 03 31.93692(N)    093 24 00.02388(W) AD(       ) 2
 BK3164  NAD 27      -  30 03 31.17500(N)    093 23 59.45700(W) AD(       ) 2
 BK3164  NGVD 29 (07/19/86)    5.44   (m)           17.8    (f) LEVELING    3  
 BK3164
 BK3164.Superseded values are not recommended for survey control.
 BK3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3164.See file dsdata.txt to determine how the superseded data were derived.
 BK3164
 BK3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6144325375(NAD 83)
 BK3164_MARKER: DS = TRIANGULATION STATION DISK
 BK3164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3164
 BK3164  HISTORY     - Date     Condition        Report By
 BK3164  HISTORY     - 1933     MONUMENTED       CGS
 BK3164  HISTORY     - 1947     GOOD             CGS
 BK3164  HISTORY     - 1967     GOOD             CITGO
 BK3164
 BK3164                          STATION DESCRIPTION
 BK3164
 BK3164'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JCB)
 BK3164'ON TOP OF SPOIL BANK ON S SIDE OF INTRACOASTAL CANAL (CALCASIEU
 BK3164'PARISH NAVIGATION CHANNEL) IN T 11 S, R 10 W, NEAR THE BOUNDARY
 BK3164'BETWEEN SECTIONS 32 AND 33 AND PROBABLY IN THE LATTER.  STATION
 BK3164'IS ABOUT 3 MILES SW OF ELLENDERS FERRY, 2-3/4 MILES W OF THE E
 BK3164'END OF THE LONG E-W TANGENT OF THE SHIP CHANNEL.  AND
 BK3164'APPROXIMATELY 1506 METERS W OF THE FIRST SMALL CANAL LEADING N
 BK3164'FROM SHIP CHANNEL.  IT IS 30 METERS S OF THE S BANK OF
 BK3164'THE CANAL.
 BK3164'
 BK3164'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BK3164'THE TOPS OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 BK3164'
 BK3164'STATION IS BEST REACHED BY BOAT BUT CAN BE REACHED BY CAR
 BK3164'IN DRY WEATHER.  CROSS TO SE SIDE OF ELLENDERS FERRY, ROUTE
 BK3164'104, AND DRIVE ON GRASS FLATS S OF SPOIL BANK.
 BK3164'
 BK3164'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 BK3164
 BK3164                          STATION RECOVERY (1947)
 BK3164
 BK3164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3164'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK AND
 BK3164'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 BK3164'1 RECOVERED IN FAIR CONDITION.  THIS MARK LEANS ABOUT 10 DEG
 BK3164'TO THE N AND RESTS UNFIRM IN THE GROUND.
 BK3164'
 BK3164'ELEVATION--11.836 FEET (3RD ORDER AS PUBLISHED IN U.S.E. QUAD
 BK3164'BAYOU CHOUPIQUE, LA.)
 BK3164
 BK3164                          STATION RECOVERY (1967)
 BK3164
 BK3164'RECOVERY NOTE BY CITIES SERVICE COMPANY 1967 (MLB)
 BK3164'STATION MARK WAS RECOVERED IN GOOD CONDITION EXCEPT THAT IT LEANS
 BK3164'SLIGHTLY TO THE NORTH.  REFERENCE MARKS WERE NOT RECOVERED AND IT
 BK3164'IS ASSUMED THAT THEY HAVE BEEN DESTROYED DUE TO EROSION OF THE
 BK3164'SOUTH BANK OF THE INTRACOASTAL CANAL.
 BK3164'
 BK3164'ORIGINAL DESCRIPTION ADEQUATE EXCEPT FOR FOLLOWING ADDITIONS--
 BK3164'
 BK3164'STATION MARK IS NOW ABOUT 20 FEET SOUTH OF THE SOUTH BANK OF THE
 BK3164'INTRACOASTAL CANAL, ABOUT 7,000 FEET WEST OF INTERSECTION OF OLIN
 BK3164'MATHIESON CANAL AND INTRACOASTAL CANAL.  AND ABOUT 900 FEET WEST
 BK3164'OF A LONE 12 INCH HACKBERRY TREE ON SPOIL BANK.  STATION CAN
 BK3164'BE REACHED BY BOAT ONLY.
 BK3164'
 BK3164'STATION WAS RECOVERED BY TRIANGULATION FROM WRIGHT AND 10B013
 BK3164'LDH.  CALCASIEU R.M. 2 IS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2818 ***********************************************************************
 CQ2818  DESIGNATION -  BANKS
 CQ2818  PID         -  CQ2818
 CQ2818  STATE/COUNTY-  LA/JACKSON
 CQ2818  USGS QUAD   -  CHATHAM (1982)
 CQ2818
 CQ2818                         *CURRENT SURVEY CONTROL
 CQ2818  ___________________________________________________________________
 CQ2818* NAD 83(1992)-  32 19 18.68361(N)    092 28 28.51008(W)     ADJUSTED  
 CQ2818* NAVD 88     -        79.7    (meters)     261.     (feet)  VERTCON   
 CQ2818  ___________________________________________________________________
 CQ2818  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 CQ2818  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ2818
 CQ2818  HORZ ORDER  -  SECOND
 CQ2818
 CQ2818.The horizontal coordinates were established by classical geodetic methods
 CQ2818.and adjusted by the National Geodetic Survey in January 1993..
 CQ2818
 CQ2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2818
 CQ2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2818
 CQ2818.The geoid height was determined by GEOID03.
 CQ2818
 CQ2818;                    North         East     Units Scale Factor Converg.
 CQ2818;SPC LA N     -   202,000.585 1,002,392.865   MT  0.99993953   +0 00 48.4
 CQ2818;SPC LA N     -   662,730.25  3,288,683.92   sFT  0.99993953   +0 00 48.4
 CQ2818;UTM  15      - 3,576,233.213   549,454.301   MT  0.99963016   +0 16 51.4
 CQ2818
 CQ2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2818!SPC LA N     -   0.99999152  x   0.99993953  =   0.99993105
 CQ2818!UTM  15      -   0.99999152  x   0.99963016  =   0.99962168
 CQ2818
 CQ2818|---------------------------------------------------------------------|
 CQ2818| PID    Reference Object                     Distance      Geod. Az  |
 CQ2818|                                                           dddmmss.s |
 CQ2818| CQ2817 BANKS LADH A PT 1971                  8.716 METERS 13351     |
 CQ2818| CY3346 BANKS RM 1                           12.738 METERS 14809     |
 CQ2818| CY3347 BANKS RM 2                                         30606     |
 CQ2818| CY3345 BANKS AZ MK                                        3104140.5 |
 CQ2818|---------------------------------------------------------------------|
 CQ2818
 CQ2818                          SUPERSEDED SURVEY CONTROL
 CQ2818
 CQ2818  NAD 83(1986)-  32 19 18.69712(N)    092 28 28.50035(W) AD(       ) 2
 CQ2818  NAD 27      -  32 19 18.14637(N)    092 28 27.97764(W) AD(       ) 2
 CQ2818  NGVD 29 (07/19/86)   79.7    (m)          261.     (f) VERT ANG       
 CQ2818
 CQ2818.Superseded values are not recommended for survey control.
 CQ2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2818.See file dsdata.txt to determine how the superseded data were derived.
 CQ2818
 CQ2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4945476233(NAD 83)
 CQ2818_MARKER: DD = SURVEY DISK
 CQ2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2818
 CQ2818  HISTORY     - Date     Condition        Report By
 CQ2818  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2818
 CQ2818                          STATION DESCRIPTION
 CQ2818
 CQ2818'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2818'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF CHATHAM, 6
 CQ2818'MILES SOUTHWEST OF EROS AND 17 MILES NORTH OF SIKES, IN THE
 CQ2818'SOUTHWEST 1/4 OF SECTION 33, T16N, R1W, AND ON THE
 CQ2818'PROPERTY OWNED BY H. H. BANKS, ADDRESS ROUTE 1, BOX 141,
 CQ2818'CHATHAM, LOUISIANA, TELEPHONE 249-5736.
 CQ2818'
 CQ2818'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE
 CQ2818'INTERSECTION OF STATE HIGHWAY 34 AND 4 IN CHATHAM, DRIVE
 CQ2818'NORTHWEST ALONG STATE HIGHWAY 4 FOR 0.6 MILE TO ITS
 CQ2818'INTERSECTION WITH STATE HIGHWAY 146, TAKE STATE HIGHWAY 146
 CQ2818'NORTHWEST FOR 1.5 MILES TO THE STATION WHICH IS SET TO THE
 CQ2818'RIGHT AND NORTHEAST OF THE HIGHWAY NEAR A FENCE CORNER.
 CQ2818'
 CQ2818'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHWEST
 CQ2818'ALONG STATE HIGHWAY 146 FOR 0.4 MILE TO THE MARK WHICH IS
 CQ2818'SET TO THE LEFT AND SOUTHWEST OF THE HIGHWAY NEAR A GRAVEL
 CQ2818'DRIVE AND A FENCE CORNER.
 CQ2818'
 CQ2818'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2818'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN
 CQ2818'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2818'4 INCHES BELOW THE GROUND.  THE SUB-SURFACE MARK DISK IS
 CQ2818'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36
 CQ2818'INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED
 CQ2818'BANKS 1971.  THE MARK IS 42 FEET EAST-NORTHEAST OF THE
 CQ2818'CENTER OF STATE HIGHWAY 146, 41 FEET EAST-SOUTHEAST OF
 CQ2818'A FENCE, 34 FEET WEST-NORTHWEST OF AN 8 INCH PECAN TREE, 12
 CQ2818'FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN, AND
 CQ2818'10 FEET SOUTHEAST OF A FENCE CORNER.
 CQ2818'
 CQ2818'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2818'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2818'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2818'FLUSH WITH THE GROUND.  IT IS STAMPED BANKS R.M. 1 1971.  IT
 CQ2818'IS 81 FEET SOUTHEAST OF A FENCE CORNER, 66 FEET SOUTH OF AN
 CQ2818'8 INCH PECAN TREE, 30 FEET NORTHEAST OF THE CENTER OF
 CQ2818'STATE HIGHWAY 146, AND 1 FOOT SOUTH-SOUTHWEST OF A FENCE.
 CQ2818'
 CQ2818'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2818'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET INTO
 CQ2818'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2818'FLUSH WITH THE GROUND.  IT IS STAMPED BANKS R.M. 2 1971.  IT IS
 CQ2818'50 FEET WEST-SOUTHWEST OF AN 8 INCH PECAN TREE, 37 FEET
 CQ2818'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 146, 20 FEET
 CQ2818'EAST-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVE, AND 5 FEET
 CQ2818'EAST-NORTHEAST OF A FENCE CORNER.
 CQ2818'
 CQ2818'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2818'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2818'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2818'FLUSH WITH THE GROUND.  IT IS STAMPED BANKS AZ.MARK 1971.  IT
 CQ2818'IS 110 FEET EAST-SOUTHEAST OF THE CENTER OF A DRIVE, 32
 CQ2818'FEET NORTHWEST OF A FENCE CORNER, 26 FEET SOUTH-SOUTHWEST OF
 CQ2818'THE CENTER OF STATE HIGHWAY 146, 7 FEET EAST-NORTHEAST OF
 CQ2818'A FENCE, AND 5 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND
 CQ2818'SIGN.
 CQ2818'
 CQ2818'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 WAS NOT TAKEN BECAUSE
 CQ2818'OF AN OBSTRUCTION.
 CQ2818'
 CQ2818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3013 ***********************************************************************
 BX3013  DESIGNATION -  BAR
 BX3013  PID         -  BX3013
 BX3013  STATE/COUNTY-  LA/SABINE
 BX3013  USGS QUAD   -  CONVERSE (1994)
 BX3013
 BX3013                         *CURRENT SURVEY CONTROL
 BX3013  ___________________________________________________________________
 BX3013* NAD 83(1992)-  31 46 44.66369(N)    093 44 33.19877(W)     ADJUSTED  
 BX3013* NAVD 88     -        99.1    (meters)     325.     (feet)  VERTCON   
 BX3013  ___________________________________________________________________
 BX3013  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BX3013  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX3013
 BX3013  HORZ ORDER  -  FIRST
 BX3013
 BX3013.The horizontal coordinates were established by classical geodetic methods
 BX3013.and adjusted by the National Geodetic Survey in February 1996..
 BX3013
 BX3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3013
 BX3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3013
 BX3013.The geoid height was determined by GEOID03.
 BX3013
 BX3013;                    North         East     Units Scale Factor Converg.
 BX3013;SPC LA N     -   142,491.720   882,318.664   MT  0.99991765   -0 39 25.0
 BX3013;SPC LA N     -   467,491.58  2,894,740.48   sFT  0.99991765   -0 39 25.0
 BX3013;SPC TXNC     - 2,022,668.395 1,050,519.152   MT  1.00011693   +2 35 40.9
 BX3013;SPC TXNC     - 6,636,037.89  3,446,578.25   sFT  1.00011693   +2 35 40.9
 BX3013;UTM  15      - 3,516,187.998   429,693.152   MT  0.99966096   -0 23 27.9
 BX3013
 BX3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3013!SPC LA N     -   0.99998854  x   0.99991765  =   0.99990619
 BX3013!SPC TXNC     -   0.99998854  x   1.00011693  =   1.00010547
 BX3013!UTM  15      -   0.99998854  x   0.99966096  =   0.99964951
 BX3013
 BX3013:                Primary Azimuth Mark                     Grid Az
 BX3013:SPC LA N     -  MITCHELL                                 083 04 48.8
 BX3013:SPC TXNC     -  MITCHELL                                 079 49 42.9
 BX3013:UTM  15      -  MITCHELL                                 082 48 51.7
 BX3013
 BX3013|---------------------------------------------------------------------|
 BX3013| PID    Reference Object                     Distance      Geod. Az  |
 BX3013|                                                           dddmmss.s |
 BX3013| BX3007 MITCHELL                            APPROX.11.0 KM 0822523.8 |
 BX3013| BX3012 CONVERSE MUN TANK                   APPROX. 3.9 KM 0894132.6 |
 BX3013| CV8040 BAR RM 1                             26.798 METERS 10705     |
 BX3013| BX3048 DREKA LOT                           APPROX.20.1 KM 2445003.7 |
 BX3013| BX3014 WPA STATION I 3359                   18.662 METERS 25407     |
 BX3013| CV8039 BAR AZ MK                                          2683440.5 |
 BX3013|---------------------------------------------------------------------|
 BX3013
 BX3013                          SUPERSEDED SURVEY CONTROL
 BX3013
 BX3013  NAD 83(1992)-  31 46 44.66482(N)    093 44 33.19723(W) AD(       ) 1
 BX3013  NAD 83(1986)-  31 46 44.67173(N)    093 44 33.19473(W) AD(       ) 1
 BX3013  NAD 27      -  31 46 44.05922(N)    093 44 32.53054(W) AD(       ) 1
 BX3013  NGVD 29 (07/19/86)   99.2    (m)          325.     (f) VERT ANG       
 BX3013
 BX3013.Superseded values are not recommended for survey control.
 BX3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3013.See file dsdata.txt to determine how the superseded data were derived.
 BX3013
 BX3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR2969316188(NAD 83)
 BX3013
 BX3013  HISTORY     - Date     Condition        Report By
 BX3013  HISTORY     - 1971     MONUMENTED       NGS
 BX3013  HISTORY     - 1971     GOOD             NGS
 BX3013
 BX3013                          STATION DESCRIPTION
 BX3013
 BX3013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3013'THE STATION IS LOCATED JUST NORTH OF STATE HIGHWAY 174 ABOUT 3 MILES
 BX3013'WEST OF CONVERSE, IN THE SOUTHWEST 1/4 OF SECTION 7, T 9 N, R 13 W,
 BX3013'ON LAND OWNED BY THE INTERNATIONAL PAPER COMPANY.  IT IS IN CARE OF
 BX3013'MR. SAM SCOTT, POST OFFICE BOX 574, ZWOLLE, LOUISIANA.
 BX3013'
 BX3013'TO REACH THE STATION FROM THE JUNCTION OF US
 BX3013'HIGHWAY 171 AND STATE HIGHWAY 174 IN CONVERSE, GO WEST ON STATE
 BX3013'HIGHWAY 174 FOR 3 MILES TO THE STATION ON THE RIGHT.
 BX3013'
 BX3013'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 BX3013'174 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BX3013'
 BX3013'THE STATION MARKS ARE STANDARD DISKS STAMPED BAR 1971.  THE SURFACE
 BX3013'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX3013'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 74 FEET NORTH OF
 BX3013'THE CENTER OF STATE HIGHWAY 174, 43 FEET NORTHEAST OF A TWIN-TRUNK
 BX3013'OAK TREE, 37 FEET NORTH OF THE CENTER OF A WIRE GATE AND 31.5
 BX3013'FEET NORTHWEST OF A UTILITY POLE.  THE UNDERGROUND DISK IS
 BX3013'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BX3013'GROUND SURFACE.
 BX3013'
 BX3013'REFERENCE MARK 1, A STANDARD DISK STAMPED BAR NO 1 1971, IS SET IN
 BX3013'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX3013'INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET NORTH OF THE CENTER
 BX3013'OF STATE HIGHWAY 174, 40 FEET SOUTH OF A 10-INCH HICKORY TREE, 14
 BX3013'FEET SOUTH OF THE CENTER OF A FIELD ROAD AND 2.3 FEET NORTHWEST
 BX3013'OF A METAL WITNESS POST WITH SIGN.
 BX3013'
 BX3013'REFERENCE MARK 2, A STANDARD LOUISIANA GEODETIC SURVEY DISK STAMPED
 BX3013'WPA STATION I 3359, IS SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BX3013'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 42
 BX3013'FEET NORTH OF THE CENTER OF STATE HIGHWAY 174, 36 FEET EAST OF A
 BX3013'16-INCH OAK TREE AND 27 FEET WEST OF A TWIN-TRUNK OAK TREE.
 BX3013'
 BX3013'THE AZIMUTH MARK, A STANDARD DISK STAMPED BAR 1971, IS SET IN THE TOP
 BX3013'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 BX3013'ABOVE THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER OF
 BX3013'STATE HIGHWAY 174, 4 FEET NORTHEAST OF A 10-INCH GUM TREE AND 2
 BX3013'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 BX3013'
 BX3013'NEAREST TOWN--CONVERSE.
 BX3013'
 BX3013'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3288 ***********************************************************************
 AU3288  DESIGNATION -  BARA
 AU3288  PID         -  AU3288
 AU3288  STATE/COUNTY-  LA/JEFFERSON
 AU3288  USGS QUAD   -  LAFITTE (1973)
 AU3288
 AU3288                         *CURRENT SURVEY CONTROL
 AU3288  ___________________________________________________________________
 AU3288* NAD 83(1992)-  29 41 56.61303(N)    090 06 13.41958(W)     ADJUSTED  
 AU3288* NAVD 88     -         1.3  **(meters)       4.   **(feet)  VERTCON   
 AU3288  **This station is located in a subsidence area (see below).
 AU3288  ___________________________________________________________________
 AU3288  X           -     -10,038.312 (meters)                     COMP
 AU3288  Y           -  -5,544,830.182 (meters)                     COMP
 AU3288  Z           -   3,141,428.085 (meters)                     COMP
 AU3288  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AU3288  ELLIP HEIGHT-         -24.24  (meters)          (09/30/02) GPS OBS
 AU3288  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AU3288
 AU3288  HORZ ORDER  -  FIRST
 AU3288  ELLP ORDER  -  FOURTH    CLASS II
 AU3288
 AU3288.The horizontal coordinates were established by GPS observations
 AU3288.and adjusted by the National Geodetic Survey in January 1993..
 AU3288
 AU3288 ** The orthometric height has not been validated since last determined
 AU3288 ** by differential leveling and should not be used for control purposes.
 AU3288 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3288 ** area with valid NAVD 88 orthometric heights.
 AU3288 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3288 ** epoch indicated which incorporates improved geoid heights for the
 AU3288 ** Southern Louisiana Subsidence area.
 AU3288 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3288
 AU3288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3288
 AU3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3288
 AU3288.The ellipsoidal height was determined by GPS observations
 AU3288.and is referenced to NAD 83.
 AU3288
 AU3288.The geoid height was determined by GEOID03.
 AU3288
 AU3288;                    North         East     Units Scale Factor Converg.
 AU3288;SPC LA S     -   133,547.879 1,118,986.925   MT  0.99993953   +0 36 53.3
 AU3288;SPC LA S     -   438,148.33  3,671,209.60   sFT  0.99993953   +0 36 53.3
 AU3288;UTM  15      - 3,288,950.545   780,238.930   MT  1.00056910   +1 26 09.2
 AU3288
 AU3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3288!SPC LA S     -   1.00000381  x   0.99993953  =   0.99994334
 AU3288!UTM  15      -   1.00000381  x   1.00056910  =   1.00057291
 AU3288
 AU3288                          SUPERSEDED SURVEY CONTROL
 AU3288
 AU3288  ELLIP H (01/21/93)  -24.23   (m)                       GP(       ) 4 2
 AU3288  NAD 83(1986)-  29 41 56.62959(N)    090 06 13.42289(W) AD(       ) 1
 AU3288  NAD 27      -  29 41 55.86974(N)    090 06 13.15693(W) AD(       ) 1
 AU3288  NGVD 29 (05/20/88)    1.4    (m)            5.     (f) GPS OBS        
 AU3288
 AU3288.Superseded values are not recommended for survey control.
 AU3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3288.See file dsdata.txt to determine how the superseded data were derived.
 AU3288
 AU3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8023988951(NAD 83)
 AU3288_MARKER: DS = TRIANGULATION STATION DISK
 AU3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3288_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3288+STABILITY: SURFACE MOTION
 AU3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3288+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3288
 AU3288  HISTORY     - Date     Condition        Report By
 AU3288  HISTORY     - 1987     MONUMENTED       LADTD
 AU3288
 AU3288                          STATION DESCRIPTION
 AU3288
 AU3288'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3288'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 AU3288'SOUTHEAST OF BARATARIA,
 AU3288'2.4 KM (1.5 MI) NORTH OF LAFITTE, ON THE WEST SIDE OF BAYOU
 AU3288'BARATARIA ALONG STATE HIGHWAY 301, IN FRONT OF THE
 AU3288'LAFITTE-BARATARIA-CROWN POINT FIRE STATION 41.
 AU3288'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3288'
 AU3288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 302
 AU3288'IN LAFITTE, GO SOUTHWEST FOR 0.44 KM (0.3 MI) ON HIGHWAY 302 ACROSS
 AU3288'A BRIDGE TO A T-ROAD.
 AU3288'TURN LEFT AND GO SOUTHEAST FOR 4.6 KM (2.85 MI) ON STATE HIGHWAY
 AU3288'301 TO THE FIRE STATION AND THE STATION MARK ON THE RIGHT.
 AU3288'
 AU3288'THE STATION IS A STANDARD NGS DISK
 AU3288'STAMPED---BARA JPW 1987---,
 AU3288'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3288'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 AU3288'14.1 METERS (46.3 FT) EAST FROM THE NORTHEAST CORNER OF THE FIRE
 AU3288'STATION,
 AU3288'11.6 METERS (38.1 FT) SOUTH FROM A URILITY POLE WITH A LIGHT
 AU3288'ATTACHED,
 AU3288'6.3 METERS (20.7 FT) NORTH FROM THE NORTH EDGE OF THE SOUTH DRIVE
 AU3288'TO THE FIRE STATION, AND
 AU3288'5.6 METERS (18.4 FT) WEST FROM THE CENTER OF THE HIGHWAY.
 AU3288'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3288'STAMPED---BARA JPW 1987---,
 AU3288'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3289 ***********************************************************************
 AU3289  DESIGNATION -  BARA AZ MK
 AU3289  PID         -  AU3289
 AU3289  STATE/COUNTY-  LA/JEFFERSON
 AU3289  USGS QUAD   -  LAFITTE (1973)
 AU3289
 AU3289                         *CURRENT SURVEY CONTROL
 AU3289  ___________________________________________________________________
 AU3289* NAD 83(1992)-  29 41 46.10801(N)    090 06 12.53942(W)     ADJUSTED  
 AU3289* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AU3289  **This station is located in a subsidence area (see below).
 AU3289  ___________________________________________________________________
 AU3289  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AU3289  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AU3289
 AU3289  HORZ ORDER  -  SECOND
 AU3289
 AU3289.The horizontal coordinates were established by classical geodetic methods
 AU3289.and adjusted by the National Geodetic Survey in January 1993..
 AU3289.No horizontal observational check was made to the station.
 AU3289
 AU3289 ** The orthometric height has not been validated since last determined
 AU3289 ** by differential leveling and should not be used for control purposes.
 AU3289 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3289 ** area with valid NAVD 88 orthometric heights.
 AU3289 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3289 ** epoch indicated which incorporates improved geoid heights for the
 AU3289 ** Southern Louisiana Subsidence area.
 AU3289 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3289
 AU3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3289
 AU3289.The geoid height was determined by GEOID03.
 AU3289
 AU3289;                    North         East     Units Scale Factor Converg.
 AU3289;SPC LA S     -   133,224.712 1,119,014.054   MT  0.99993980   +0 36 53.8
 AU3289;SPC LA S     -   437,088.08  3,671,298.61   sFT  0.99993980   +0 36 53.8
 AU3289;UTM  15      - 3,288,627.596   780,270.707   MT  1.00056932   +1 26 09.1
 AU3289
 AU3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3289!SPC LA S     -   1.00000384  x   0.99993980  =   0.99994364
 AU3289!UTM  15      -   1.00000384  x   1.00056932  =   1.00057316
 AU3289
 AU3289                          SUPERSEDED SURVEY CONTROL
 AU3289
 AU3289  NAD 83(1986)-  29 41 46.12458(N)    090 06 12.54271(W) AD(       ) 2
 AU3289  NAD 27      -  29 41 45.36440(N)    090 06 12.27677(W) AD(       ) 2
 AU3289  NGVD 29 (05/20/88)    0.9    (m)            3.     (f) VERT ANG       
 AU3289
 AU3289.Superseded values are not recommended for survey control.
 AU3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3289.See file dsdata.txt to determine how the superseded data were derived.
 AU3289
 AU3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8027188628(NAD 83)
 AU3289_MARKER: DZ = AZIMUTH MARK DISK
 AU3289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3289_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3289+STABILITY: SURFACE MOTION
 AU3289
 AU3289  HISTORY     - Date     Condition        Report By
 AU3289  HISTORY     - 1987     MONUMENTED       LADTD
 AU3289
 AU3289                          STATION DESCRIPTION
 AU3289
 AU3289'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3289'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 AU3289'SOUTHEAST OF BARATARIA,
 AU3289'2.4 KM (1.5 MI) NORTH OF LAFITTE, ON THE WEST SIDE OF BAYOU
 AU3289'BARATARIA ON STATE HIGHWAY 301 JUST SOUTH OF THE
 AU3289'LAFITTE-BARATARIA-CROWN POINT FIRE STATION 41.
 AU3289'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT
 AU3289'
 AU3289'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 302
 AU3289'IN JEAN LAFITTE GO SOUTHWEST FOR 0.4 KM (0.3 MI) ON HIGHWAY 302 TO
 AU3289'A T-ROAD.
 AU3289'TURN LEFT AND GO SOUTHEAST FOR 4.6 KM (2.85 MI) ON HIGHWAY 301 TO
 AU3289'THE LAFITTE-BARATARIA-CROWN POINT FIRE STATION 41,
 AU3289'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 AU3289'0.32 KM (0.2 MI) ON HIGHWAY 301 TO THE STATION MARK ON THE LEFT.
 AU3289'
 AU3289'THE STATION IS A STANDARD NGS DISK
 AU3289'STAMPED---BARA JPW 1987---,
 AU3289'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3289'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 AU3289'10.2 METERS (33.5 FT) NORTHWEST FROM A 20-INCH LIVE OAK TREE,
 AU3289'7.2 METERS (23.6 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 AU3289'3.2 METERS (10.5 FT) NORTHEAST FROM A 12-INCH TREE, AND
 AU3289'0.5 METERS (1.6 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1211 ***********************************************************************
 AT1211  DESIGNATION -  BARATARIA LIGHTHOUSE 1911
 AT1211  PID         -  AT1211
 AT1211  STATE/COUNTY-  LA/JEFFERSON
 AT1211  USGS QUAD   -  BARATARIA PASS (1993)
 AT1211
 AT1211                         *CURRENT SURVEY CONTROL
 AT1211  ___________________________________________________________________
 AT1211* NAD 83(1992)-  29 16 25.21698(N)    089 56 42.55621(W)     ADJUSTED  
 AT1211* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AT1211  **This station is located in a subsidence area (see below).
 AT1211  ___________________________________________________________________
 AT1211  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1211  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AT1211
 AT1211  HORZ ORDER  -  SECOND
 AT1211
 AT1211.The horizontal coordinates were established by classical geodetic methods
 AT1211.and adjusted by the National Geodetic Survey in January 1993..
 AT1211
 AT1211 ** The orthometric height has not been validated since last determined
 AT1211 ** by differential leveling and should not be used for control purposes.
 AT1211 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1211 ** area with valid NAVD 88 orthometric heights.
 AT1211 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1211 ** epoch indicated which incorporates improved geoid heights for the
 AT1211 ** Southern Louisiana Subsidence area.
 AT1211 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1211.The orthometric height was scaled from a topographic map.
 AT1211
 AT1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1211
 AT1211.The geoid height was determined by GEOID03.
 AT1211
 AT1211;                    North         East     Units Scale Factor Converg.
 AT1211;SPC LA S     -    86,576.508 1,134,902.265   MT  1.00000568   +0 41 38.8
 AT1211;SPC LA S     -   284,043.09  3,723,425.18   sFT  1.00000568   +0 41 38.8
 AT1211;UTM  16      - 3,241,905.073   213,834.792   MT  1.00061062   -1 26 28.0
 AT1211;UTM  15      - 3,242,178.339   796,828.518   MT  1.00068735   +1 29 41.5
 AT1211
 AT1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1211!SPC LA S     -   1.00000376  x   1.00000568  =   1.00000944
 AT1211!UTM  16      -   1.00000376  x   1.00061062  =   1.00061439
 AT1211!UTM  15      -   1.00000376  x   1.00068735  =   1.00069112
 AT1211
 AT1211:                Primary Azimuth Mark                     Grid Az
 AT1211:SPC LA S     -  GRAND ISLE NORTHEAST BASE 2              216 46 44.1
 AT1211:UTM  16      -  GRAND ISLE NORTHEAST BASE 2              218 54 50.9
 AT1211:UTM  15      -  GRAND ISLE NORTHEAST BASE 2              215 58 41.4
 AT1211
 AT1211|---------------------------------------------------------------------|
 AT1211| PID    Reference Object                     Distance      Geod. Az  |
 AT1211|                                                           dddmmss.s |
 AT1211| AT1173 GRAND ISLE NORTHEAST BASE 2         APPROX. 3.6 KM 2172822.9 |
 AT1211|---------------------------------------------------------------------|
 AT1211
 AT1211                          SUPERSEDED SURVEY CONTROL
 AT1211
 AT1211  NAD 83(1986)-  29 16 25.22990(N)    089 56 42.56577(W) AD(       ) 2
 AT1211  NAD 27      -  29 16 24.41900(N)    089 56 42.31100(W) AD(       ) 2
 AT1211
 AT1211.Superseded values are not recommended for survey control.
 AT1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1211.See file dsdata.txt to determine how the superseded data were derived.
 AT1211
 AT1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1383541905(NAD 83)
 AT1211_MARKER: 13 = LIGHTHOUSE
 AT1211
 AT1211  HISTORY     - Date     Condition        Report By
 AT1211  HISTORY     - 1911     FIRST OBSERVED   CGS
 AT1211  HISTORY     - 1934     GOOD             CGS
 AT1211  HISTORY     - 1936     GOOD             CGS
 AT1211  HISTORY     - 1955     GOOD             CGS
 AT1211  HISTORY     - 19730523 MARK NOT FOUND   NGS
 AT1211
 AT1211                          STATION DESCRIPTION
 AT1211
 AT1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1211'THE LIGHTHOUSE IS A WOODEN TOWER SUPPORTED ON FOUR CONCRETE
 AT1211'PIERS AND IS A
 AT1211'VERY SUBSTANTIAL STRUCTURE.  THE ECCENTRIC STATION
 AT1211'WAS MARKED WITH FOUR NAILS - A
 AT1211'TRIANGLE WITH A CENTER NAIL.  THE
 AT1211'NEW BENCH MARKS WERE PLACED IN THE TWO CONCRETE
 AT1211'PIERS TO THE N.
 AT1211
 AT1211                          STATION RECOVERY (1936)
 AT1211
 AT1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1211'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AT1211'LOCATED ON THE
 AT1211'EARTH WORKS OF OLD FORT LIVINGSTON JUST OFF THE
 AT1211'NE CORNER OF THE FORT PROPER AT
 AT1211'THE SW END OF GRAND TERRE ISLANDS.
 AT1211'STATION IS THE CENTER OF THE LIGHT WHICH IS
 AT1211'SUPPORTED BY A SUBSTANTIAL,
 AT1211'WHITE, WOODEN, SQUARE PYRAMIDAL, SKELETON TOWER ON FOUR CONCRETE
 AT1211'PIERS.  THE TWO PIERS TO THE N EACH CONTAIN A STANDARD
 AT1211'BENCH MARK CEMENTED IN
 AT1211'DRILL HOLE.  OCCUPIED THE PLATFORM JUST
 AT1211'OPPOSITE THE LENSES ECCENTRICALLY.
 AT1211
 AT1211                          STATION RECOVERY (1955)
 AT1211
 AT1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1211'RECOVERED IN GOOD CONDITION.  COMPLETE DESCRIPTION FOLLOWS-
 AT1211'
 AT1211'ABOUT 4 MILES NORTHEAST OF GRAND ISLE, AT THE SOUTHWEST END OF GRAND
 AT1211'TERRE ISLANDS, AND AT THE
 AT1211'NORTHEAST SIDE OF BARATARIA PASS, NEAR THE NORTHEAST CORNER OF THE
 AT1211'OLD FORT LIVINGSTON EARTHWORKS,
 AT1211'ABOUT 190 FEET EAST OF THE MEAN HIGH WATER LINE ALONG THE EAST
 AT1211'SIDE OF THE PASS, 93 FEET WEST OF THE
 AT1211'CHIMNEY ON THE OLD LIGHT TENDERS HOUSE, AND 50
 AT1211'FEET NORTH OF THE SOUTH FACE OF THE MOLE ALONG THE NORTH
 AT1211'SIDE OF THE FORT, ON A VERY
 AT1211'SUBSTANTIAL WHITE-PAINTED WOODEN SKELETON TOWER ON CONCRETE PIERS, 71
 AT1211'FEET ABOVE THE GROUND, AND 77
 AT1211'FEET ABOVE THE WATER, A 140 CANDLEPOWER FLASHING RED LIGHT.  THE
 AT1211'STRUCTURE WAS LAST REBUILT IN
 AT1211'1897.  IT IS MAINTAINED BY REPLACING ONLY SELECTED MEMBERS
 AT1211'AT INTERVALS, AND NOT BY COMPLETE
 AT1211'RECONSTRUCTION.  THE STATION HAS ALSO BEEN
 AT1211'DESIGNATED BARATARIA BAY LIGHTHOUSE BY F.S.B. IN 1936.
 AT1211
 AT1211                          STATION RECOVERY (1973)
 AT1211
 AT1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2820 ***********************************************************************
 AU2820  DESIGNATION -  BARATARIA WATER TANK
 AU2820  PID         -  AU2820
 AU2820  STATE/COUNTY-  LA/JEFFERSON
 AU2820  USGS QUAD   -  LAFITTE (1973)
 AU2820
 AU2820                         *CURRENT SURVEY CONTROL
 AU2820  ___________________________________________________________________
 AU2820* NAD 83(1992)-  29 42 57.65539(N)    090 06 45.39425(W)     ADJUSTED  
 AU2820* NAVD 88     -                                                        
 AU2820  **This station is located in a subsidence area (see below).
 AU2820  ___________________________________________________________________
 AU2820  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2820  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AU2820
 AU2820  HORZ ORDER  -  THIRD
 AU2820
 AU2820.The horizontal coordinates were established by classical geodetic methods
 AU2820.and adjusted by the National Geodetic Survey in January 1993..
 AU2820
 AU2820 ** The orthometric height has not been validated since last determined
 AU2820 ** by differential leveling and should not be used for control purposes.
 AU2820 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2820 ** area with valid NAVD 88 orthometric heights.
 AU2820 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2820 ** epoch indicated which incorporates improved geoid heights for the
 AU2820 ** Southern Louisiana Subsidence area.
 AU2820 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2820
 AU2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2820
 AU2820.The geoid height was determined by GEOID03.
 AU2820
 AU2820;                    North         East     Units Scale Factor Converg.
 AU2820;SPC LA S     -   135,418.022 1,118,107.453   MT  0.99993803   +0 36 37.4
 AU2820;SPC LA S     -   444,283.96  3,668,324.20   sFT  0.99993803   +0 36 37.4
 AU2820;UTM  15      - 3,290,809.052   779,332.170   MT  1.00056284   +1 25 56.0
 AU2820
 AU2820                          SUPERSEDED SURVEY CONTROL
 AU2820
 AU2820  NAD 83(1986)-  29 42 57.67056(N)    090 06 45.39702(W) AD(       ) 4
 AU2820  NAD 27      -  29 42 56.91076(N)    090 06 45.13049(W) AD(       ) 3
 AU2820
 AU2820.Superseded values are not recommended for survey control.
 AU2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2820.See file dsdata.txt to determine how the superseded data were derived.
 AU2820
 AU2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7933290809(NAD 83)
 AU2820_MARKER: 53 = ELEVATED TANK
 AU2820
 AU2820  HISTORY     - Date     Condition        Report By
 AU2820  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2820
 AU2820                          STATION DESCRIPTION
 AU2820
 AU2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2820'THE BARATARIA, WATER TANK IS LOCATED IN THE SMALL COMMUNITY OF
 AU2820'BARATARIA AT THE INTERSECTION OF MADERE PLACE AND STATE HIGHWAY 45.
 AU2820'
 AU2820'IT IS A 4-LEGGED SELF-SUPPORTED STEEL STRUCTURE, PAINTED GREEN AND
 AU2820'HAS AN OVERALL HEIGHT OF APPROXIMATELY 130 FEET.
 AU2820'
 AU2820'POINT INTERSECTED WAS THE VENT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2915 ***********************************************************************
 AU2915  DESIGNATION -  BARATARIA WATERWAY LIGHT 44
 AU2915  PID         -  AU2915
 AU2915  STATE/COUNTY-  LA/JEFFERSON
 AU2915  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2915
 AU2915                         *CURRENT SURVEY CONTROL
 AU2915  ___________________________________________________________________
 AU2915* NAD 83(1992)-  29 29 41.60854(N)    090 01 06.46119(W)     ADJUSTED  
 AU2915* NAVD 88     -                                                        
 AU2915  **This station is located in a subsidence area (see below).
 AU2915  ___________________________________________________________________
 AU2915  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU2915  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AU2915
 AU2915  HORZ ORDER  -  THIRD
 AU2915
 AU2915.The horizontal coordinates were established by classical geodetic methods
 AU2915.and adjusted by the National Geodetic Survey in January 1993..
 AU2915
 AU2915 ** The orthometric height has not been validated since last determined
 AU2915 ** by differential leveling and should not be used for control purposes.
 AU2915 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2915 ** area with valid NAVD 88 orthometric heights.
 AU2915 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2915 ** epoch indicated which incorporates improved geoid heights for the
 AU2915 ** Southern Louisiana Subsidence area.
 AU2915 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2915
 AU2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2915
 AU2915.The geoid height was determined by GEOID03.
 AU2915
 AU2915;                    North         East     Units Scale Factor Converg.
 AU2915;SPC LA S     -   111,010.957 1,127,497.314   MT  0.99996447   +0 39 26.8
 AU2915;SPC LA S     -   364,208.45  3,699,130.77   sFT  0.99996447   +0 39 26.8
 AU2915;UTM  15      - 3,266,522.611   789,075.276   MT  1.00063123   +1 28 08.3
 AU2915;UTM  16      - 3,266,615.026   207,343.156   MT  1.00065695   -1 29 13.9
 AU2915
 AU2915                          SUPERSEDED SURVEY CONTROL
 AU2915
 AU2915  NAD 83(1986)-  29 29 41.62249(N)    090 01 06.46750(W) AD(       ) 4
 AU2915  NAD 27      -  29 29 40.84189(N)    090 01 06.20904(W) AD(       ) 3
 AU2915
 AU2915.Superseded values are not recommended for survey control.
 AU2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2915.See file dsdata.txt to determine how the superseded data were derived.
 AU2915
 AU2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8907566523(NAD 83)
 AU2915_MARKER: 14 = NAVIGATION LIGHT
 AU2915
 AU2915  HISTORY     - Date     Condition        Report By
 AU2915  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2915
 AU2915                          STATION DESCRIPTION
 AU2915
 AU2915'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0814 ***********************************************************************
 BX0814  DESIGNATION -  BARBIN BOLT
 BX0814  PID         -  BX0814
 BX0814  STATE/COUNTY-  LA/AVOYELLES
 BX0814  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0814
 BX0814                         *CURRENT SURVEY CONTROL
 BX0814  ___________________________________________________________________
 BX0814* NAD 83(1986)-  31 10 31.     (N)    092 03 34.     (W)     SCALED    
 BX0814* NAVD 88     -        15.56   (+/-2cm)      51.0    (feet)  VERTCON   
 BX0814  ___________________________________________________________________
 BX0814  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX0814
 BX0814  VERT ORDER  -  ? (See Below)
 BX0814
 BX0814.The horizontal coordinates were scaled from a topographic map and have
 BX0814.an estimated accuracy of +/- 6 seconds.
 BX0814
 BX0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0814.The vertical order pertains to the NGVD 29 superseded value.
 BX0814
 BX0814.The geoid height was determined by GEOID03.
 BX0814
 BX0814;                    North         East    Units  Estimated Accuracy
 BX0814;SPC LA N     -    74,960.    1,042,000.      MT  (+/- 180 meters Scaled)
 BX0814
 BX0814                          SUPERSEDED SURVEY CONTROL
 BX0814
 BX0814  NGVD 29 (??/??/??)   15.529  (m)           50.95   (f) ADJUSTED    ?  
 BX0814
 BX0814.Superseded values are not recommended for survey control.
 BX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0814.See file dsdata.txt to determine how the superseded data were derived.
 BX0814
 BX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ896494(NAD 83)
 BX0814_MARKER: B = BOLT
 BX0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0814_SP_SET: TILE
 BX0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0814
 BX0814  HISTORY     - Date     Condition        Report By
 BX0814  HISTORY     - UNK      MONUMENTED       DOD
 BX0814  HISTORY     - 1962     GOOD             CGS
 BX0814
 BX0814                          STATION DESCRIPTION
 BX0814
 BX0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0814'IN BARBIN LANDING.
 BX0814'AT BARBIN LANDING, AVOYELLES PARISH, ON THE WEST SIDE OF A ROAD
 BX0814'LEADING TO MARKSVILLE, ABOUT 800 FEET SOUTH OF THE LEVEE, ABOUT 425
 BX0814'FEET SOUTH OF A HOUSE.  ABOUT 300 FEET SOUTH OF THE VICTOR BORDELONA
 BX0814'AND BROUILLETTA PROPERTY CORNER EAST OF THE ROAD, AND 5 FEET INSIDE OF
 BX0814'THE FENCE SURROUNDING THE RICHIER FIELD.  A COPPER BOLT, SET IN THE
 BX0814'TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BX0814'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, US ARMY, STANDARD
 BX0814'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0813 ***********************************************************************
 BX0813  DESIGNATION -  BARBIN CAP
 BX0813  PID         -  BX0813
 BX0813  STATE/COUNTY-  LA/AVOYELLES
 BX0813  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0813
 BX0813                         *CURRENT SURVEY CONTROL
 BX0813  ___________________________________________________________________
 BX0813* NAD 83(1986)-  31 10 31.     (N)    092 03 34.     (W)     SCALED    
 BX0813* NAVD 88     -        16.78   (+/-2cm)      55.1    (feet)  VERTCON   
 BX0813  ___________________________________________________________________
 BX0813  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX0813
 BX0813  VERT ORDER  -  ? (See Below)
 BX0813
 BX0813.The horizontal coordinates were scaled from a topographic map and have
 BX0813.an estimated accuracy of +/- 6 seconds.
 BX0813
 BX0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0813.The vertical order pertains to the NGVD 29 superseded value.
 BX0813
 BX0813.The geoid height was determined by GEOID03.
 BX0813
 BX0813;                    North         East    Units  Estimated Accuracy
 BX0813;SPC LA N     -    74,960.    1,042,000.      MT  (+/- 180 meters Scaled)
 BX0813
 BX0813                          SUPERSEDED SURVEY CONTROL
 BX0813
 BX0813  NGVD 29 (??/??/??)   16.749  (m)           54.95   (f) ADJUSTED    ?  
 BX0813
 BX0813.Superseded values are not recommended for survey control.
 BX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0813.See file dsdata.txt to determine how the superseded data were derived.
 BX0813
 BX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ896494(NAD 83)
 BX0813_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0813_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0813_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0813
 BX0813  HISTORY     - Date     Condition        Report By
 BX0813  HISTORY     - UNK      MONUMENTED       DOD
 BX0813  HISTORY     - 1962     GOOD             CGS
 BX0813
 BX0813                          STATION DESCRIPTION
 BX0813
 BX0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0813'IN BARBIN LANDING.
 BX0813'AT BARBIN LANDING, AVOYELLES PARISH, ON THE WEST SIDE OF A ROAD
 BX0813'LEADING TO MARKSVILLE, ABOUT 800 FEET SOUTH OF THE LEVEE, ABOUT 425
 BX0813'FEET SOUTH OF A HOUSE ABOUT 300 FEET SOUTH OF THE VICTOR BORDELONA AND
 BX0813'BROUILLETTA PROPERTY CORNER EAST OF THE ROAD, AND 5 FEET INSIDE OF THE
 BX0813'FENCE SURROUNDING THE RICHIER FIELD.  AN IRON PIPE BEARING A CORPS OF
 BX0813'ENGINEERS, US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2702 ***********************************************************************
 BJ2702  DESIGNATION -  BARBRE=5 CAP
 BJ2702  PID         -  BJ2702
 BJ2702  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2702  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2702
 BJ2702                         *CURRENT SURVEY CONTROL
 BJ2702  ___________________________________________________________________
 BJ2702* NAD 83(1986)-  30 51 32.     (N)    091 47 53.     (W)     SCALED    
 BJ2702* NAVD 88     -         7.01   (+/-2cm)      23.0    (feet)  VERTCON   
 BJ2702  ___________________________________________________________________
 BJ2702  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ2702
 BJ2702  VERT ORDER  -  ? (See Below)
 BJ2702
 BJ2702.The horizontal coordinates were scaled from a topographic map and have
 BJ2702.an estimated accuracy of +/- 6 seconds.
 BJ2702
 BJ2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2702.The vertical order pertains to the NGVD 29 superseded value.
 BJ2702
 BJ2702.The geoid height was determined by GEOID03.
 BJ2702
 BJ2702;                    North         East    Units  Estimated Accuracy
 BJ2702;SPC LA S     -   261,570.      955,550.      MT  (+/- 180 meters Scaled)
 BJ2702
 BJ2702                          SUPERSEDED SURVEY CONTROL
 BJ2702
 BJ2702  NGVD 29 (??/??/??)    6.999  (m)           22.96   (f) ADJUSTED    ?  
 BJ2702
 BJ2702.Superseded values are not recommended for survey control.
 BJ2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2702.See file dsdata.txt to determine how the superseded data were derived.
 BJ2702
 BJ2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ149145(NAD 83)
 BJ2702_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2702_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2702
 BJ2702  HISTORY     - Date     Condition        Report By
 BJ2702  HISTORY     - UNK      MONUMENTED       DOD
 BJ2702  HISTORY     - 1966     MARK NOT FOUND   CGS
 BJ2702
 BJ2702                          STATION DESCRIPTION
 BJ2702
 BJ2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2702'3.1 MI S FROM JACOBY.
 BJ2702'3.1 MILES S ALONG A LEVEE ROAD FROM JACOBY, POINTE COUPEE PARISH, 0.5
 BJ2702'MILE EAST OF FAIRFIELD LANDING, ON THE STEVE BARBRE PROPERTY, 265 FEET
 BJ2702'BACK OF THE LEVEE, 108 FEET NORTH OF THE NORTH BANK OF STARKS BAYOU,
 BJ2702'IN THE NW CORNER OF THE FRONT YARD, 3 FEET FROM THE FENCE. AN IRON
 BJ2702'PIPE PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND BEARING A CORPS OF
 BJ2702'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- THE PROPERTY OWNER SAYS
 BJ2702'THE MARK IS STILL THERE BUT HAS BEEN COVERED OVER WITH DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3094 ***********************************************************************
 CQ3094  DESIGNATION -  BARE
 CQ3094  PID         -  CQ3094
 CQ3094  STATE/COUNTY-  LA/RED RIVER
 CQ3094  USGS QUAD   -  MARTIN (1986)
 CQ3094
 CQ3094                         *CURRENT SURVEY CONTROL
 CQ3094  ___________________________________________________________________
 CQ3094* NAD 83(1992)-  32 04 42.75547(N)    093 13 11.77703(W)     ADJUSTED  
 CQ3094* NAVD 88     -        82.09   (+/-2cm)     269.3    (feet)  VERTCON   
 CQ3094  ___________________________________________________________________
 CQ3094  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CQ3094  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ3094
 CQ3094  HORZ ORDER  -  FIRST
 CQ3094  VERT ORDER  -  THIRD ? (See Below)
 CQ3094
 CQ3094.The horizontal coordinates were established by classical geodetic methods
 CQ3094.and adjusted by the National Geodetic Survey in January 1993..
 CQ3094
 CQ3094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3094.The vertical order pertains to the NGVD 29 superseded value.
 CQ3094
 CQ3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3094
 CQ3094.The geoid height was determined by GEOID03.
 CQ3094
 CQ3094;                    North         East     Units Scale Factor Converg.
 CQ3094;SPC LA N     -   175,246.916   932,034.875   MT  0.99991866   -0 22 50.3
 CQ3094;SPC LA N     -   574,955.92  3,057,851.09   sFT  0.99991866   -0 22 50.3
 CQ3094;UTM  15      - 3,549,162.824   479,243.381   MT  0.99960531   -0 07 00.5
 CQ3094
 CQ3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3094!SPC LA N     -   0.99999117  x   0.99991866  =   0.99990983
 CQ3094!UTM  15      -   0.99999117  x   0.99960531  =   0.99959648
 CQ3094
 CQ3094:                Primary Azimuth Mark                     Grid Az
 CQ3094:SPC LA N     -  BARE AZ MK                               181 46 55.6
 CQ3094:UTM  15      -  BARE AZ MK                               181 31 05.8
 CQ3094
 CQ3094|---------------------------------------------------------------------|
 CQ3094| PID    Reference Object                     Distance      Geod. Az  |
 CQ3094|                                                           dddmmss.s |
 CQ3094| CX4973 BARE AZ MK                                         1812405.3 |
 CQ3094| CQ3097 MARTIN ATT MICROWAVE KLW 26         366.838 METERS 18917     |
 CQ3094| CX4975 BARE RM 1                            45.031 METERS 20339     |
 CQ3094| CQ3096 BARE RM 3                            26.028 METERS 23549     |
 CQ3094| CQ3105 COUSHATTA MUNICIPAL TANK            APPROX.13.6 KM 2394001.7 |
 CQ3094| CX4977 BARE RM 4                            33.790 METERS 31333     |
 CQ3094| CQ3102 HALL SUMMIT LOT LDC                 APPROX.18.2 KM 3242600.6 |
 CQ3094| CX4976 BARE RM 2                            39.048 METERS 33115     |
 CQ3094| CX4974 BARE AZ MK 2                                       3542512.7 |
 CQ3094|---------------------------------------------------------------------|
 CQ3094
 CQ3094                          SUPERSEDED SURVEY CONTROL
 CQ3094
 CQ3094  NAD 83(1986)-  32 04 42.76969(N)    093 13 11.76979(W) AD(       ) 1
 CQ3094  NAD 27      -  32 04 42.19500(N)    093 13 11.16500(W) AD(       ) 1
 CQ3094  NGVD 29 (07/19/86)   82.14   (m)          269.5    (f) LEVELING    3  
 CQ3094
 CQ3094.Superseded values are not recommended for survey control.
 CQ3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3094.See file dsdata.txt to determine how the superseded data were derived.
 CQ3094
 CQ3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7924349163(NAD 83)
 CQ3094_MARKER: DS = TRIANGULATION STATION DISK
 CQ3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3094+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 CQ3094
 CQ3094  HISTORY     - Date     Condition        Report By
 CQ3094  HISTORY     - 1941     MONUMENTED       CGS
 CQ3094  HISTORY     - 1969     GOOD             CGS
 CQ3094  HISTORY     - 20060610 GOOD             USPSQD
 CQ3094
 CQ3094                          STATION DESCRIPTION
 CQ3094
 CQ3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3094'STATION IS ABOUT 8 MILES NE OF COUSHATTA IN THE SW 1/4 OF
 CQ3094'SECTION 29, T 13 N, R 8 W, ON THE E SIDE OF STATE HIGHWAY
 CQ3094'225 ABOUT 0.45 MILE S OF HUNTERS STORE AT THE JUNCTION OF
 CQ3094'STATE HIGHWAY 225 AND 9, ON A LOW HILL, THE PROPERTY OF
 CQ3094'B.M. SLEDGE.  IT IS 31 FEET E OF THE CENTER LINE OF STATE
 CQ3094'HIGHWAY 225 AND 105 FEET WNW OF THE NW CORNER OF A HOUSE.
 CQ3094'IT IS STAMPED BARE 1941 AND PROJECTS 6 INCHES.
 CQ3094'
 CQ3094'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ3094'BRONZE DISKS SET IN CONCRETE.
 CQ3094'
 CQ3094'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION, 30
 CQ3094'FEET W OF THE CENTER LINE, 25 FEET N OF CENTER LINE OF
 CQ3094'FARM ENTRANCE, AND 2 FEET E OF FENCE LINE.  IT IS STAMPED
 CQ3094'BARE NO. 1 1941 AND PROJECTS 6 INCHES.
 CQ3094'
 CQ3094'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION, 30
 CQ3094'FEET W OF CENTER LINE, 1 FOOT E OF RIGHT-OF-WAY FENCE, IS
 CQ3094'STAMPED BARE NO. 2 1941 AND PROJECTS 6 INCHES.
 CQ3094'
 CQ3094'AZIMUTH MARK IS 29 FEET W OF THE CENTER LINE OF STATE HIGHWAY
 CQ3094'225, 6 FEET NNW OF TELEPHONE POLE, 1 FOOT E OF RIGHT OF WAY
 CQ3094'FENCE, IS STAMPED BARE 1941 AND PROJECTS 6 INCHES.
 CQ3094'
 CQ3094'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CQ3094
 CQ3094                          STATION RECOVERY (1969)
 CQ3094
 CQ3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3094'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 CQ3094'CONDITION.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CQ3094'NOT RECOVERED AND THEY HAVE PROBABLY BEEN DESTROYED BY HIGHWAY
 CQ3094'IMPROVEMENT.  REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK 2 WERE
 CQ3094'ESTABLISHED THIS DATE.
 CQ3094'
 CQ3094'REFERENCE MARK 3 WAS OCCUPIED FOR ALL PRIMARY OBSERVATIONS DUE
 CQ3094'TO POWER LINE ABOVE THE ORIGINAL STATION.  EVENTHOUGH THERE IS
 CQ3094'NO SUBSURFACE MARK FOR REFERENCE MARK 3 IT UNDOUBTLY WILL BE
 CQ3094'USED FOR ALL FUTURE OBSERVATIONS - SEE DESCRIPTION THEREOF.
 CQ3094'
 CQ3094'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF
 CQ3094'COUSHATTA, 7-1/2 MILES NORTH-NORTHWEST OF MESSICK AND 1/2 MILE
 CQ3094'SOUTH OF MARTIN ON THE RIGHT-OF-WAY OF STATE HIGHWAY 507.
 CQ3094'
 CQ3094'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 155
 CQ3094'AND 507 IN THE SMALL COMMUNITY OF MARTIN, WHICH IS 9 MILES
 CQ3094'NORTHEAST OF COUSHATTA ALONG STATE HIGHWAY 155, GO SOUTH ON
 CQ3094'STATE HIGHWAY 507 FOR 0.3 MILE TO A FARM ENTRANCE AND THE
 CQ3094'AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR 0.15 MILE TO THE
 CQ3094'STATION ON THE LEFT, EAST, SIDE OF THE HIGHWAY.
 CQ3094'
 CQ3094'STATION MARK IS A STANDARD DISK, STAMPED BARE 1941, SET IN THE
 CQ3094'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 CQ3094'INCHES.  IT IS 32 FEET EAST OF THE CENTER OF STATE HIGHWAY 507,
 CQ3094'22 FEET SOUTHWEST OF A FENCE CORNER POST AND 13.6 FEET SOUTH OF A
 CQ3094'14-INCH EVERGREEN TREE.
 CQ3094'
 CQ3094'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARE 1941 NO 3
 CQ3094'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3094'THAT PROJECTS 1 INCH.  IT IS 40 FEET WEST OF THE CENTER OF
 CQ3094'STATE HIGHWAY 507, 11 FEET EAST OF A FENCE AND 10.5 FEET EAST
 CQ3094'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3094'
 CQ3094'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BARE 1941 NO 4
 CQ3094'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3094'THAT PROJECTS 6 INCHES.  IT IS 57.5 FEET NORTH OF A LOUISIANA
 CQ3094'HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER, 51 FEET NORTH OF A
 CQ3094'T-INTERSECTION OF FENCES, 49 FEET WEST OF THE CENTER OF STATE
 CQ3094'HIGHWAY 507 AND 1.5 FEET EAST OF A FENCE.
 CQ3094'
 CQ3094'AZIMUTH MARK IS A STANDARD DISK, STAMPED BARE 1941 NO 2 1969,
 CQ3094'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3094'IS FLUSH.  IT IS 49 FEET WEST OF THE CENTER OF STATE HIGHWAY
 CQ3094'507, 20 FEET SOUTH OF THE APPROXIMATE CENTER OF A FARM
 CQ3094'DRIVEWAY, 4 FEET EAST OF A FENCE AND 1.6 FEET WEST OF A METAL
 CQ3094'WITNESS POST WITH A SIGN ATTACHED.
 CQ3094'
 CQ3094'HEIGHT OF LIGHT ABOVE STATION MARK 4.62 FEET.
 CQ3094'
 CQ3094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3094'0.45 MILE SOUTH OF MARTIN.
 CQ3094
 CQ3094                          STATION RECOVERY (2006)
 CQ3094
 CQ3094'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 CQ3094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3096 ***********************************************************************
 CQ3096  DESIGNATION -  BARE RM 3
 CQ3096  PID         -  CQ3096
 CQ3096  STATE/COUNTY-  LA/RED RIVER
 CQ3096  USGS QUAD   -  MARTIN (1986)
 CQ3096
 CQ3096                         *CURRENT SURVEY CONTROL
 CQ3096  ___________________________________________________________________
 CQ3096* NAD 83(1992)-  32 04 42.28068(N)    093 13 12.59800(W)     ADJUSTED  
 CQ3096* NAVD 88     -        82.43   (+/-2cm)     270.4    (feet)  VERTCON   
 CQ3096  ___________________________________________________________________
 CQ3096  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CQ3096  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ3096
 CQ3096  HORZ ORDER  -  SECOND
 CQ3096  VERT ORDER  -  THIRD ? (See Below)
 CQ3096
 CQ3096.The horizontal coordinates were established by classical geodetic methods
 CQ3096.and adjusted by the National Geodetic Survey in January 1993..
 CQ3096
 CQ3096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3096.The vertical order pertains to the NGVD 29 superseded value.
 CQ3096
 CQ3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3096
 CQ3096.The geoid height was determined by GEOID03.
 CQ3096
 CQ3096;                    North         East     Units Scale Factor Converg.
 CQ3096;SPC LA N     -   175,232.436   932,013.250   MT  0.99991866   -0 22 50.7
 CQ3096;SPC LA N     -   574,908.42  3,057,780.14   sFT  0.99991866   -0 22 50.7
 CQ3096;UTM  15      - 3,549,148.249   479,221.829   MT  0.99960532   -0 07 00.9
 CQ3096
 CQ3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3096!SPC LA N     -   0.99999112  x   0.99991866  =   0.99990978
 CQ3096!UTM  15      -   0.99999112  x   0.99960532  =   0.99959644
 CQ3096
 CQ3096|---------------------------------------------------------------------|
 CQ3096| PID    Reference Object                     Distance      Geod. Az  |
 CQ3096|                                                           dddmmss.s |
 CQ3096| CQ3094 BARE                                 26.028 METERS 05549     |
 CQ3096| CQ3097 MARTIN ATT MICROWAVE KLW 26         349.440 METERS 18612     |
 CQ3096| CQ3105 COUSHATTA MUNICIPAL TANK            APPROX.13.6 KM 2394027.8 |
 CQ3096| CQ3098 MARTIN LOT                          APPROX. 3.3 KM 3313832.0 |
 CQ3096| CX4977 BARE RM 4                            38.024 METERS 35532     |
 CQ3096| CX4974 BARE AZ MK 2                                       3591805.5 |
 CQ3096|---------------------------------------------------------------------|
 CQ3096
 CQ3096                          SUPERSEDED SURVEY CONTROL
 CQ3096
 CQ3096  NAD 83(1986)-  32 04 42.29485(N)    093 13 12.59084(W) AD(       ) 2
 CQ3096  NAD 27      -  32 04 41.71996(N)    093 13 11.98637(W) AD(       ) 2
 CQ3096  NGVD 29 (07/19/86)   82.48   (m)          270.6    (f) LEVELING    3  
 CQ3096
 CQ3096.Superseded values are not recommended for survey control.
 CQ3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3096.See file dsdata.txt to determine how the superseded data were derived.
 CQ3096
 CQ3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7922249148(NAD 83)
 CQ3096_MARKER: DS = TRIANGULATION STATION DISK
 CQ3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3096
 CQ3096  HISTORY     - Date     Condition        Report By
 CQ3096  HISTORY     - 1969     MONUMENTED       CGS
 CQ3096  HISTORY     - 20060610 GOOD             USPSQD
 CQ3096
 CQ3096                          STATION DESCRIPTION
 CQ3096
 CQ3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3096'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF COUSHATTA,
 CQ3096'7-1/2 MILES NORTH-NORTHWEST OF MESSICK AND 0.45 MILE SOUTH OF
 CQ3096'MARTIN, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 507.
 CQ3096'
 CQ3096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 155
 CQ3096'AND 507 IN MARTIN, GO SOUTH ON STATE HIGHWAY 507 FOR 0.3 MILE
 CQ3096'TO THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF THE
 CQ3096'HIGHWAY.  CONTINUE AHEAD, SOUTH, FOR 0.15 MILE TO THE TOP OF
 CQ3096'THE HILL AND THE STATION ON THE RIGHT, WEST, SIDE OF THE
 CQ3096'HIGHWAY.
 CQ3096'
 CQ3096'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED BARE
 CQ3096'1941 NO 3 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ3096'CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 40.0 FEET WEST
 CQ3096'OF THE CENTER OF STATE HIGHWAY 507, 11 FEET EAST OF A FENCE AND
 CQ3096'10.5 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3096'
 CQ3096'TRIANGULATION STATION BARE 1941 WAS USED AS A REFERENCE
 CQ3096'MARK.  IT IS A STANDARD STATION MARK DISK SET IN THE TOP OF A
 CQ3096'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 CQ3096'STAMPED BARE 1941.  IT IS 32 FEET EAST OF THE CENTER OF STATE
 CQ3096'HIGHWAY 507, 22 FEET SOUTHWEST OF A FENCE CORNER POST AND 13.6
 CQ3096'FEET SOUTH OF A 14-INCH EVERGREEN TREE.
 CQ3096'
 CQ3096'REFERENCE MARK 4 FOR TRIANGULATION STATION BARE 1941 WAS USED
 CQ3096'AS A REFERENCE MARK.  IT IS A STANDARD REFERENCE MARK DISK,
 CQ3096'STAMPED BARE 1941 NO 4 1969, SET IN THE TOP OF A 12-INCH
 CQ3096'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 CQ3096'57.5 FEET NORTH OF A LOUISIANA HIGHWAY DEPARTMENT RIGHT-OF-WAY
 CQ3096'MARKER, 51 FEET NORTH OF A T-INTERSECTION OF FENCES, 49 FEET
 CQ3096'WEST OF THE CENTER OF STATE HIGHWAY 507 AND 1.5 FEET EAST OF A
 CQ3096'FENCE.
 CQ3096'
 CQ3096'AZIMUTH MARK FOR TRIANGULATION STATION BARE 1941 WAS USED AS
 CQ3096'AN AZIMUTH MARK.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED
 CQ3096'BARE 1941 NO 2 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ3096'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 49 FEET WEST OF THE
 CQ3096'CENTER OF STATE HIGHWAY 507, 20 FEET SOUTH OF THE CENTER OF A
 CQ3096'DRIVEWAY, 4 FEET EAST OF A FENCE AND 1.6 FEET WEST OF A METAL
 CQ3096'WITNESS POST WITH A SIGN ATTACHED.
 CQ3096'
 CQ3096'HEIGHT OF LIGHT ABOVE STATION MARK 38.37 METERS.
 CQ3096
 CQ3096                          STATION RECOVERY (2006)
 CQ3096
 CQ3096'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 CQ3096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3272 ***********************************************************************
 CQ3272  DESIGNATION -  BARKS
 CQ3272  PID         -  CQ3272
 CQ3272  STATE/COUNTY-  LA/BOSSIER
 CQ3272  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3272
 CQ3272                         *CURRENT SURVEY CONTROL
 CQ3272  ___________________________________________________________________
 CQ3272* NAD 83(1992)-  32 30 14.46357(N)    093 40 41.39527(W)     ADJUSTED  
 CQ3272* NAVD 88     -        88.0    (meters)     289.     (feet)  VERTCON   
 CQ3272  ___________________________________________________________________
 CQ3272  X           -    -345,412.686 (meters)                     COMP
 CQ3272  Y           -  -5,373,193.696 (meters)                     COMP
 CQ3272  Z           -   3,407,732.215 (meters)                     COMP
 CQ3272  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CQ3272  ELLIP HEIGHT-          61.95  (meters)          (02/20/02) GPS OBS
 CQ3272  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3272
 CQ3272  HORZ ORDER  -  FIRST
 CQ3272  ELLP ORDER  -  FOURTH    CLASS I
 CQ3272
 CQ3272.The horizontal coordinates were established by GPS observations
 CQ3272.and adjusted by the National Geodetic Survey in January 1993..
 CQ3272
 CQ3272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3272
 CQ3272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3272
 CQ3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3272
 CQ3272.The ellipsoidal height was determined by GPS observations
 CQ3272.and is referenced to NAD 83.
 CQ3272
 CQ3272.The geoid height was determined by GEOID03.
 CQ3272
 CQ3272;                    North         East     Units Scale Factor Converg.
 CQ3272;SPC LA N     -   222,801.727   889,290.599   MT  0.99996696   -0 37 22.4
 CQ3272;SPC LA N     -   730,975.33  2,917,614.24   sFT  0.99996696   -0 37 22.4
 CQ3272;UTM  15      - 3,596,507.070   436,295.909   MT  0.99965004   -0 21 51.9
 CQ3272
 CQ3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3272!SPC LA N     -   0.99999027  x   0.99996696  =   0.99995723
 CQ3272!UTM  15      -   0.99999027  x   0.99965004  =   0.99964032
 CQ3272
 CQ3272:                Primary Azimuth Mark                     Grid Az
 CQ3272:SPC LA N     -  DALE                                     021 37 43.4
 CQ3272:UTM  15      -  DALE                                     021 22 12.9
 CQ3272
 CQ3272|---------------------------------------------------------------------|
 CQ3272| PID    Reference Object                     Distance      Geod. Az  |
 CQ3272|                                                           dddmmss.s |
 CQ3272| CQ3269 DALE                                492.851 METERS 0210021.0 |
 CQ3272|---------------------------------------------------------------------|
 CQ3272
 CQ3272                          SUPERSEDED SURVEY CONTROL
 CQ3272
 CQ3272  ELLIP H (03/31/95)   62.06   (m)                       GP(       ) 4 1
 CQ3272  NAD 83(1986)-  32 30 14.47552(N)    093 40 41.38476(W) AD(       ) 1
 CQ3272  NAD 27      -  32 30 13.92640(N)    093 40 40.74570(W) AD(       ) 1
 CQ3272  NGVD 29 (03/31/95)   88.1    (m)          289.     (f) GPS OBS        
 CQ3272
 CQ3272.Superseded values are not recommended for survey control.
 CQ3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3272.See file dsdata.txt to determine how the superseded data were derived.
 CQ3272
 CQ3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3629696507(NAD 83)
 CQ3272_MARKER: DS = TRIANGULATION STATION DISK
 CQ3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3272_STAMPING: BARKS 1960
 CQ3272_MARK LOGO: CGS   
 CQ3272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3272+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1992
 CQ3272
 CQ3272  HISTORY     - Date     Condition        Report By
 CQ3272  HISTORY     - 1960     MONUMENTED       CGS
 CQ3272  HISTORY     - 1969     GOOD             CGS
 CQ3272  HISTORY     - 1975     GOOD             NGS
 CQ3272  HISTORY     - 19920618 GOOD             BCED
 CQ3272
 CQ3272                          STATION DESCRIPTION
 CQ3272
 CQ3272'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3272'THE STATION IS ABOUT 3 MILES NORTHEAST OF THE CENTER OF
 CQ3272'SHREVEPORT, ON THE WEST SIDE OF THE BARKSDALE AIR FORCE BASE,
 CQ3272'ON THE TOP AND NEAR THE NORTHWEST CORNER OF A 125 FOOT CONCRETE
 CQ3272'TOWER WHICH ENCLOSES A LARGE WATER TANK.
 CQ3272'
 CQ3272'STATION MARKS ARE STANDARD DISKS STAMPED BARKS 1960.  THE
 CQ3272'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CQ3272'8 INCHES AND IS FASTENED TO THE CONCRETE ROOF WITH LAG SCREWS.
 CQ3272'IT IS 4 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN ENTRANCE
 CQ3272'TO THE ROOF AND 3.5 FEET SOUTH OF THE SOUTH SIDE OF THE NORTH
 CQ3272'RAILING WHICH SURROUNDS THE ROOF.  THE SUB-SURFACE DISK IS
 CQ3272'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE
 CQ3272'ROOF.
 CQ3272
 CQ3272                          STATION RECOVERY (1969)
 CQ3272
 CQ3272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3272'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN 1960.
 CQ3272
 CQ3272                          STATION RECOVERY (1975)
 CQ3272
 CQ3272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 CQ3272'RECOVERED AS DESCRIBED IN GOOD CONDITION
 CQ3272'
 CQ3272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BARKSDALE
 CQ3272'AFB
 CQ3272
 CQ3272                          STATION RECOVERY (1992)
 CQ3272
 CQ3272'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ3272'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3142 ***********************************************************************
 CQ3142  DESIGNATION -  BARKSDALE AFB EAST MAST OF SIX
 CQ3142  PID         -  CQ3142
 CQ3142  STATE/COUNTY-  LA/BOSSIER
 CQ3142  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3142
 CQ3142                         *CURRENT SURVEY CONTROL
 CQ3142  ___________________________________________________________________
 CQ3142* NAD 83(1992)-  32 29 07.76851(N)    093 37 47.43430(W)     ADJUSTED  
 CQ3142* NAVD 88     -                                                        
 CQ3142  ___________________________________________________________________
 CQ3142  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CQ3142  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3142
 CQ3142  HORZ ORDER  -  THIRD
 CQ3142
 CQ3142.The horizontal coordinates were established by classical geodetic methods
 CQ3142.and adjusted by the National Geodetic Survey in January 1993..
 CQ3142
 CQ3142
 CQ3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3142
 CQ3142.The geoid height was determined by GEOID03.
 CQ3142
 CQ3142;                    North         East     Units Scale Factor Converg.
 CQ3142;SPC LA N     -   220,699.062   893,809.762   MT  0.99996371   -0 35 50.5
 CQ3142;SPC LA N     -   724,076.84  2,932,440.86   sFT  0.99996371   -0 35 50.5
 CQ3142;UTM  15      - 3,594,425.500   440,823.079   MT  0.99964318   -0 20 17.8
 CQ3142
 CQ3142                          SUPERSEDED SURVEY CONTROL
 CQ3142
 CQ3142  NAD 83(1986)-  32 29 07.78091(N)    093 37 47.42362(W) AD(       ) 4
 CQ3142  NAD 27      -  32 29 07.22800(N)    093 37 46.78900(W) AD(       ) 3
 CQ3142
 CQ3142.Superseded values are not recommended for survey control.
 CQ3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3142.See file dsdata.txt to determine how the superseded data were derived.
 CQ3142
 CQ3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4082394426(NAD 83)
 CQ3142_MARKER: 55 = TOWER
 CQ3142
 CQ3142  HISTORY     - Date     Condition        Report By
 CQ3142  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3142
 CQ3142                          STATION DESCRIPTION
 CQ3142
 CQ3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3142'THE STATION IS THE TOP RED LIGHT OF THE MOST EASTERLY TOWER
 CQ3142'OF SIX TOWERS LOCATED ABOUT 1-1/4 MILES EAST OF THE SOUTHEAST
 CQ3142'END OF THE MAIN RUNWAY OF THE BARKSDALE AIR FORCE BASE AND
 CQ3142'ABOUT 1-1/2 MILES NORTHWEST OF A LAKE KNOWN AS MOON LAKE.
 CQ3142'
 CQ3142'THE TOWERS ARE SLENDER STEEL STRUCTURES APPROXIMATELY 40 FEET IN
 CQ3142'HEIGHT.  THE EAST AND WEST TOWERS ARE THE ONLY TOWERS WITH
 CQ3142'LIGHTS AT THE TOP.  THE TOP RED LIGHT WAS POINT OBSERVED.
 CQ3142'THIS STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3143 ***********************************************************************
 CQ3143  DESIGNATION -  BARKSDALE AFB WATER TANK 1
 CQ3143  PID         -  CQ3143
 CQ3143  STATE/COUNTY-  LA/BOSSIER
 CQ3143  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3143
 CQ3143                         *CURRENT SURVEY CONTROL
 CQ3143  ___________________________________________________________________
 CQ3143* NAD 83(1992)-  32 29 55.38239(N)    093 41 27.88784(W)     ADJUSTED  
 CQ3143* NAVD 88     -                                                        
 CQ3143  ___________________________________________________________________
 CQ3143  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ3143  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3143
 CQ3143  HORZ ORDER  -  THIRD
 CQ3143
 CQ3143.The horizontal coordinates were established by classical geodetic methods
 CQ3143.and adjusted by the National Geodetic Survey in January 1993..
 CQ3143
 CQ3143
 CQ3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3143
 CQ3143.The geoid height was determined by GEOID03.
 CQ3143
 CQ3143;                    North         East     Units Scale Factor Converg.
 CQ3143;SPC LA N     -   222,227.264   888,070.633   MT  0.99996602   -0 37 47.0
 CQ3143;SPC LA N     -   729,090.62  2,913,611.74   sFT  0.99996602   -0 37 47.0
 CQ3143;UTM  15      - 3,595,927.294   435,078.931   MT  0.99965197   -0 22 16.7
 CQ3143
 CQ3143                          SUPERSEDED SURVEY CONTROL
 CQ3143
 CQ3143  NAD 83(1986)-  32 29 55.39426(N)    093 41 27.87788(W) AD(       ) 4
 CQ3143  NAD 27      -  32 29 54.84500(N)    093 41 27.23500(W) AD(       ) 3
 CQ3143
 CQ3143.Superseded values are not recommended for survey control.
 CQ3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3143.See file dsdata.txt to determine how the superseded data were derived.
 CQ3143
 CQ3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3507995927(NAD 83)
 CQ3143_MARKER: 53 = ELEVATED TANK
 CQ3143
 CQ3143  HISTORY     - Date     Condition        Report By
 CQ3143  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3143  HISTORY     - 1969     GOOD             CGS
 CQ3143  HISTORY     - 1982     GOOD             NGS
 CQ3143  HISTORY     - 19860125 SEE DESCRIPTION  USAF
 CQ3143
 CQ3143                          STATION DESCRIPTION
 CQ3143
 CQ3143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3143'THE STATION IS THE TOP CENTER OF THE TANK LOCATED AT THE
 CQ3143'SOUTHWEST ENTRANCE OF THE BARKSDALE AIR FORCE BASE, ON THE
 CQ3143'NORTH SIDE OF BARKSDALE AVENUE, ON GROUND OF THE AIR FORCE
 CQ3143'BASE.
 CQ3143'
 CQ3143'THE TANK IS A STEEL STRUCTURE SUPPORTED BY 10 LEGS AND IS ABOUT
 CQ3143'130 FEET HIGH.  IT IS PAINTED RED AND WHITE CHECKERED.  A BALL
 CQ3143'ON TOP OF THE TANK WAS OBSERVED.
 CQ3143
 CQ3143                          STATION RECOVERY (1969)
 CQ3143
 CQ3143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LB)
 CQ3143'STATION WAS RECOVERED IN GOOD CONDITION.
 CQ3143
 CQ3143                          STATION RECOVERY (1982)
 CQ3143
 CQ3143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 CQ3143'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CQ3143'
 CQ3143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BARKSDALE AFB.
 CQ3143
 CQ3143                          STATION RECOVERY (1986)
 CQ3143
 CQ3143'RECOVERY NOTE BY US AIR FORCE 1986 (WDJ)
 CQ3143'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3245 ***********************************************************************
 CQ3245  DESIGNATION -  BARKSDALE AFB WATER TANK 4
 CQ3245  PID         -  CQ3245
 CQ3245  STATE/COUNTY-  LA/BOSSIER
 CQ3245  USGS QUAD   -  EASTWOOD (1975)
 CQ3245
 CQ3245                         *CURRENT SURVEY CONTROL
 CQ3245  ___________________________________________________________________
 CQ3245* NAD 83(1992)-  32 30 53.39108(N)    093 35 32.73002(W)     ADJUSTED  
 CQ3245* NAVD 88     -                                                        
 CQ3245  ___________________________________________________________________
 CQ3245  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CQ3245  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3245
 CQ3245  HORZ ORDER  -  THIRD
 CQ3245
 CQ3245.The horizontal coordinates were established by classical geodetic methods
 CQ3245.and adjusted by the National Geodetic Survey in January 1993..
 CQ3245
 CQ3245
 CQ3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3245
 CQ3245.The geoid height was determined by GEOID03.
 CQ3245
 CQ3245;                    North         East     Units Scale Factor Converg.
 CQ3245;SPC LA N     -   223,916.362   897,359.220   MT  0.99996890   -0 34 39.2
 CQ3245;SPC LA N     -   734,632.26  2,944,086.04   sFT  0.99996890   -0 34 39.2
 CQ3245;UTM  15      - 3,597,657.765   444,356.800   MT  0.99963818   -0 19 06.4
 CQ3245
 CQ3245                          SUPERSEDED SURVEY CONTROL
 CQ3245
 CQ3245  NAD 83(1986)-  32 30 53.40335(N)    093 35 32.71940(W) AD(       ) 4
 CQ3245  NAD 27      -  32 30 52.85200(N)    093 35 32.08800(W) AD(       ) 3
 CQ3245
 CQ3245.Superseded values are not recommended for survey control.
 CQ3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3245.See file dsdata.txt to determine how the superseded data were derived.
 CQ3245
 CQ3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4435797658(NAD 83)
 CQ3245_MARKER: 53 = ELEVATED TANK
 CQ3245
 CQ3245  HISTORY     - Date     Condition        Report By
 CQ3245  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3245  HISTORY     - 1969     GOOD             CGS
 CQ3245  HISTORY     - 1970     GOOD             USAF
 CQ3245
 CQ3245                          STATION DESCRIPTION
 CQ3245
 CQ3245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3245'THE STATION IS THE TOP CENTER OF THE TANK LOCATED AT THE
 CQ3245'BOSSIER BASE CAPEHART HOUSING AREA ON GROUND OF THE AIR FORCE
 CQ3245'BASE.
 CQ3245'
 CQ3245'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL
 CQ3245'STRUCTURE AND IS 131 FEET HIGH.  THE TANK IS PAINTED RED AND
 CQ3245'WHITE CHECKERED.  A BALL ON TOP OF THE TANK WAS OBSERVED.
 CQ3245
 CQ3245                          STATION RECOVERY (1969)
 CQ3245
 CQ3245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3245'STATION WAS RECOVERED IN GOOD CONDITION.
 CQ3245
 CQ3245                          STATION RECOVERY (1970)
 CQ3245
 CQ3245'RECOVERY NOTE BY US AIR FORCE 1970
 CQ3245'THE WATER TANK WAS OBSERVED, AND WAS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3265 ***********************************************************************
 CQ3265  DESIGNATION -  BARKSDALE AFB WATER TANK 2
 CQ3265  PID         -  CQ3265
 CQ3265  STATE/COUNTY-  LA/BOSSIER
 CQ3265  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3265
 CQ3265                         *CURRENT SURVEY CONTROL
 CQ3265  ___________________________________________________________________
 CQ3265* NAD 83(1992)-  32 30 53.16124(N)    093 39 04.63699(W)     ADJUSTED  
 CQ3265* NAVD 88     -                                                        
 CQ3265  ___________________________________________________________________
 CQ3265  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CQ3265  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ3265
 CQ3265  HORZ ORDER  -  THIRD
 CQ3265
 CQ3265.The horizontal coordinates were established by classical geodetic methods
 CQ3265.and adjusted by the National Geodetic Survey in January 1993..
 CQ3265
 CQ3265
 CQ3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3265
 CQ3265.The geoid height was determined by GEOID03.
 CQ3265
 CQ3265;                    North         East     Units Scale Factor Converg.
 CQ3265;SPC LA N     -   223,966.535   891,828.762   MT  0.99996889   -0 36 31.3
 CQ3265;SPC LA N     -   734,796.87  2,925,941.53   sFT  0.99996889   -0 36 31.3
 CQ3265;UTM  15      - 3,597,682.943   438,827.980   MT  0.99964614   -0 21 00.3
 CQ3265
 CQ3265                          SUPERSEDED SURVEY CONTROL
 CQ3265
 CQ3265  NAD 83(1986)-  32 30 53.17322(N)    093 39 04.62679(W) AD(       ) 4
 CQ3265  NAD 27      -  32 30 52.62300(N)    093 39 03.99300(W) AD(       ) 3
 CQ3265
 CQ3265.Superseded values are not recommended for survey control.
 CQ3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3265.See file dsdata.txt to determine how the superseded data were derived.
 CQ3265
 CQ3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3882897683(NAD 83)
 CQ3265_MARKER: 53 = ELEVATED TANK
 CQ3265
 CQ3265  HISTORY     - Date     Condition        Report By
 CQ3265  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3265  HISTORY     - 1969     GOOD             CGS
 CQ3265  HISTORY     - 1970     GOOD             USAF
 CQ3265
 CQ3265                          STATION DESCRIPTION
 CQ3265
 CQ3265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3265'THE STATION IS THE TOP CENTER OF THE TANK LOCATED IN THE
 CQ3265'ADMINISTRATIVE AREA AT BOSSIER BASE ON GROUND OF THE AIR FORCE
 CQ3265'BASE.
 CQ3265'
 CQ3265'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 CQ3265'AND IS 125 FEET HIGH.  THE TANK IS PAINTED RED AND WHITE
 CQ3265'CHECKERED.  A BALL ON TOP OF THE TANK WAS OBSERVED.
 CQ3265
 CQ3265                          STATION RECOVERY (1969)
 CQ3265
 CQ3265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3265'STATION WAS RECOVERED IN GOOD CONDITION.
 CQ3265
 CQ3265                          STATION RECOVERY (1970)
 CQ3265
 CQ3265'RECOVERY NOTE BY US AIR FORCE 1970
 CQ3265'THE WATER TANK WAS OBSERVED, AND WAS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3270 ***********************************************************************
 CQ3270  DESIGNATION -  BARKSDALE AFB WATER TANK 3
 CQ3270  PID         -  CQ3270
 CQ3270  STATE/COUNTY-  LA/BOSSIER
 CQ3270  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3270
 CQ3270                         *CURRENT SURVEY CONTROL
 CQ3270  ___________________________________________________________________
 CQ3270* NAD 83(1992)-  32 30 08.59101(N)    093 38 34.06547(W)     ADJUSTED  
 CQ3270* NAVD 88     -                                                        
 CQ3270  ___________________________________________________________________
 CQ3270  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ3270  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3270
 CQ3270  HORZ ORDER  -  THIRD
 CQ3270
 CQ3270.The horizontal coordinates were established by classical geodetic methods
 CQ3270.and adjusted by the National Geodetic Survey in January 1993..
 CQ3270
 CQ3270
 CQ3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3270
 CQ3270.The geoid height was determined by GEOID03.
 CQ3270
 CQ3270;                    North         East     Units Scale Factor Converg.
 CQ3270;SPC LA N     -   222,585.252   892,612.144   MT  0.99996667   -0 36 15.1
 CQ3270;SPC LA N     -   730,265.11  2,928,511.68   sFT  0.99996667   -0 36 15.1
 CQ3270;UTM  15      - 3,596,305.655   439,617.336   MT  0.99964496   -0 20 43.5
 CQ3270
 CQ3270                          SUPERSEDED SURVEY CONTROL
 CQ3270
 CQ3270  NAD 83(1986)-  32 30 08.60305(N)    093 38 34.05494(W) AD(       ) 4
 CQ3270  NAD 27      -  32 30 08.05300(N)    093 38 33.42000(W) AD(       ) 3
 CQ3270
 CQ3270.Superseded values are not recommended for survey control.
 CQ3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3270.See file dsdata.txt to determine how the superseded data were derived.
 CQ3270
 CQ3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3961796306(NAD 83)
 CQ3270_MARKER: 53 = ELEVATED TANK
 CQ3270
 CQ3270  HISTORY     - Date     Condition        Report By
 CQ3270  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3270  HISTORY     - 1969     GOOD             CGS
 CQ3270  HISTORY     - 1970     GOOD             USAF
 CQ3270
 CQ3270                          STATION DESCRIPTION
 CQ3270
 CQ3270'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3270'THE STATION IS THE TOP CENTER OF THE TANK LOCATED IN THE Q AREA
 CQ3270'AT BOSSIER BASE ON GROUND OF THE AIR FORCE BASE.
 CQ3270'
 CQ3270'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL
 CQ3270'STRUCTURE AND IS 126 FEET HIGH.  THE TANK IS PAINTED RED AND WHITE
 CQ3270'CHECKERED.  AN IRON ROD ON THE BALL AT THE TOP CENTER OF TANK
 CQ3270'WAS OBSERVED.
 CQ3270
 CQ3270                          STATION RECOVERY (1969)
 CQ3270
 CQ3270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3270'STATION WAS RECOVERED IN GOOD CONDITION.
 CQ3270
 CQ3270                          STATION RECOVERY (1970)
 CQ3270
 CQ3270'RECOVERY NOTE BY US AIR FORCE 1970
 CQ3270'THE WATER TANK WAS OBSERVED, AND WAS IN GOOD CONDITION.  IT IS NOW
 CQ3270'PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3141 ***********************************************************************
 CQ3141  DESIGNATION -  BARKSDALE AFB WEST MAST OF SIX
 CQ3141  PID         -  CQ3141
 CQ3141  STATE/COUNTY-  LA/BOSSIER
 CQ3141  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3141
 CQ3141                         *CURRENT SURVEY CONTROL
 CQ3141  ___________________________________________________________________
 CQ3141* NAD 83(1992)-  32 29 08.22973(N)    093 37 49.04676(W)     ADJUSTED  
 CQ3141* NAVD 88     -                                                        
 CQ3141  ___________________________________________________________________
 CQ3141  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CQ3141  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3141
 CQ3141  HORZ ORDER  -  THIRD
 CQ3141
 CQ3141.The horizontal coordinates were established by classical geodetic methods
 CQ3141.and adjusted by the National Geodetic Survey in January 1993..
 CQ3141
 CQ3141
 CQ3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3141
 CQ3141.The geoid height was determined by GEOID03.
 CQ3141
 CQ3141;                    North         East     Units Scale Factor Converg.
 CQ3141;SPC LA N     -   220,713.707   893,767.815   MT  0.99996373   -0 35 51.3
 CQ3141;SPC LA N     -   724,124.89  2,932,303.24   sFT  0.99996373   -0 35 51.3
 CQ3141;UTM  15      - 3,594,439.951   440,781.079   MT  0.99964324   -0 20 18.7
 CQ3141
 CQ3141                          SUPERSEDED SURVEY CONTROL
 CQ3141
 CQ3141  NAD 83(1986)-  32 29 08.24212(N)    093 37 49.03608(W) AD(       ) 4
 CQ3141  NAD 27      -  32 29 07.68900(N)    093 37 48.40100(W) AD(       ) 3
 CQ3141
 CQ3141.Superseded values are not recommended for survey control.
 CQ3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3141.See file dsdata.txt to determine how the superseded data were derived.
 CQ3141
 CQ3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4078194440(NAD 83)
 CQ3141_MARKER: 55 = TOWER
 CQ3141
 CQ3141  HISTORY     - Date     Condition        Report By
 CQ3141  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3141
 CQ3141                          STATION DESCRIPTION
 CQ3141
 CQ3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3141'THE STATION IS THE TOP RED LIGHT OF THE MOST WESTERLY TOWER
 CQ3141'OF SIX TOWERS LOCATED ABOUT 1-1/4 MILES EAST OF THE SOUTHEAST
 CQ3141'END OF THE MAIN RUNWAY OF THE BARKSDALE AIR FORCE BASE AND
 CQ3141'ABOUT 1-1/2 MILES NORTHWEST OF A LAKE KNOWN AS MOON LAKE.
 CQ3141'
 CQ3141'THE TOWERS ARE SLENDER STEEL STRUCTURES APPROXIMATELY 40
 CQ3141'FEET IN HEIGHT.  THE EAST AND WEST TOWERS ARE THE ONLY TOWERS
 CQ3141'WITH LIGHTS AT THE TOP.  THE TOP RED LIGHT WAS POINT OBSERVED.
 CQ3141'THIS STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4432 ***********************************************************************
 BJ4432  DESIGNATION -  BARMAN SHELL MICROWAVE
 BJ4432  PID         -  BJ4432
 BJ4432  STATE/COUNTY-  LA/ASCENSION
 BJ4432  USGS QUAD   -  SORRENTO (1980)
 BJ4432
 BJ4432                         *CURRENT SURVEY CONTROL
 BJ4432  ___________________________________________________________________
 BJ4432* NAD 83(1992)-  30 10 05.86456(N)    090 48 19.29829(W)     ADJUSTED  
 BJ4432* NAVD 88     -                                                        
 BJ4432  **This station is located in a subsidence area (see below).
 BJ4432  ___________________________________________________________________
 BJ4432  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ4432  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BJ4432
 BJ4432  HORZ ORDER  -  THIRD
 BJ4432
 BJ4432.The horizontal coordinates were established by classical geodetic methods
 BJ4432.and adjusted by the National Geodetic Survey in January 1993..
 BJ4432
 BJ4432 ** The orthometric height has not been validated since last determined
 BJ4432 ** by differential leveling and should not be used for control purposes.
 BJ4432 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4432 ** area with valid NAVD 88 orthometric heights.
 BJ4432 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4432 ** epoch indicated which incorporates improved geoid heights for the
 BJ4432 ** Southern Louisiana Subsidence area.
 BJ4432 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4432
 BJ4432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4432
 BJ4432.The geoid height was determined by GEOID03.
 BJ4432
 BJ4432;                    North         East     Units Scale Factor Converg.
 BJ4432;SPC LA S     -   185,038.435 1,050,852.206   MT  0.99993000   +0 15 50.4
 BJ4432;SPC LA S     -   607,080.27  3,447,670.95   sFT  0.99993000   +0 15 50.4
 BJ4432;UTM  15      - 3,339,468.767   711,335.586   MT  1.00015105   +1 06 11.9
 BJ4432
 BJ4432                          SUPERSEDED SURVEY CONTROL
 BJ4432
 BJ4432  NAD 83(1986)-  30 10 05.88032(N)    090 48 19.30024(W) AD(       ) 4
 BJ4432  NAD 27      -  30 10 05.16584(N)    090 48 18.95779(W) AD(       ) 3
 BJ4432
 BJ4432.Superseded values are not recommended for survey control.
 BJ4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4432.See file dsdata.txt to determine how the superseded data were derived.
 BJ4432
 BJ4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1133639469(NAD 83)
 BJ4432_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 BJ4432
 BJ4432  HISTORY     - Date     Condition        Report By
 BJ4432  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4432
 BJ4432                          STATION DESCRIPTION
 BJ4432
 BJ4432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4432'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SORRENTO, SHELL
 BJ4432'MICROWAVE KGZ 67, OWNED BY THE SHELL PIPELINE COMPANY, LOCATED
 BJ4432'3-1/2 MILES SOUTHEAST OF SORRENTO AND 3/4 MILE NORTHEAST OF U.S.
 BJ4432'HIGHWAY 61.  IT IS A STEEL STRUCTURE, TRIANGULAR AND CROSS
 BJ4432'SECTIONED, 180 FEET IN HEIGHT, GUYED, UNPAINTED AND HAS TWO ROUND
 BJ4432'DISH TYPE ANTENNAS NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1338 ***********************************************************************
 CP1338  DESIGNATION -  BARNES
 CP1338  PID         -  CP1338
 CP1338  STATE/COUNTY-  LA/MADISON
 CP1338  USGS QUAD   -  ASHLY (1972)
 CP1338
 CP1338                         *CURRENT SURVEY CONTROL
 CP1338  ___________________________________________________________________
 CP1338* NAD 83(1992)-  32 22 45.30772(N)    091 07 25.02520(W)     ADJUSTED  
 CP1338* NAVD 88     -        25.623  (meters)      84.06   (feet)  ADJUSTED  
 CP1338  ___________________________________________________________________
 CP1338  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP1338  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP1338  DYNAMIC HT  -          25.594 (meters)      83.97  (feet)  COMP
 CP1338  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 CP1338
 CP1338  HORZ ORDER  -  THIRD
 CP1338  VERT ORDER  -  FIRST     CLASS I
 CP1338
 CP1338.The horizontal coordinates were established by classical geodetic methods
 CP1338.and adjusted by the National Geodetic Survey in May 1994..
 CP1338
 CP1338.The orthometric height was determined by differential leveling
 CP1338.and adjusted by the National Geodetic Survey in June 1991..
 CP1338
 CP1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1338
 CP1338.The geoid height was determined by GEOID03.
 CP1338
 CP1338.The dynamic height is computed by dividing the NAVD 88
 CP1338.geopotential number by the normal gravity value computed on the
 CP1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1338.degrees latitude (g = 980.6199 gals.).
 CP1338
 CP1338.The modeled gravity was interpolated from observed gravity values.
 CP1338
 CP1338;                    North         East     Units Scale Factor Converg.
 CP1338;SPC LA N     -   209,187.152 1,129,510.120   MT  0.99994708   +0 43 39.7
 CP1338;SPC LA N     -   686,308.18  3,705,734.45   sFT  0.99994708   +0 43 39.7
 CP1338;SPC MS W     -   319,477.176   625,635.230   MT  1.00001817   -0 25 23.6
 CP1338;SPC MS W     - 1,048,151.37  2,052,604.92   sFT  1.00001817   -0 25 23.6
 CP1338;UTM  15      - 3,584,022.369   676,514.449   MT  0.99998423   +1 00 18.4
 CP1338
 CP1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1338!SPC LA N     -   1.00000014  x   0.99994708  =   0.99994722
 CP1338!SPC MS W     -   1.00000014  x   1.00001817  =   1.00001831
 CP1338!UTM  15      -   1.00000014  x   0.99998423  =   0.99998437
 CP1338
 CP1338|---------------------------------------------------------------------|
 CP1338| PID    Reference Object                     Distance      Geod. Az  |
 CP1338|                                                           dddmmss.s |
 CP1338| CP1337 BARNES RM 1                          26.115 METERS 14430     |
 CP1338| CP2417 BARNES RM 3                          42.435 METERS 14639     |
 CP1338| CP1339 BARNES RM 2                          24.277 METERS 26809     |
 CP1338| CP1343 BARNES AZ MK                                       2960746.5 |
 CP1338| CP2933 TALLULAH CHICAGO MILL RAD MAST      APPROX. 8.8 KM 2963019.1 |
 CP1338| CP3337 BARNES AZ MK 2                      301.202 METERS 29728     |
 CP1338| CP2932 TALLULAH RAD STA KTLD MAST          APPROX.10.2 KM 3013009.5 |
 CP1338|---------------------------------------------------------------------|
 CP1338
 CP1338                          SUPERSEDED SURVEY CONTROL
 CP1338
 CP1338  NAD 83(1992)-  32 22 45.31720(N)    091 07 25.02250(W) AD(       ) 3
 CP1338  NAD 83(1986)-  32 22 45.32182(N)    091 07 25.02102(W) AD(       ) 3
 CP1338  NAD 27      -  32 22 44.80190(N)    091 07 24.62990(W) AD(       ) 3
 CP1338  NGVD 29 (06/11/92)   25.625  (m)           84.07   (f) ADJUSTED    1 1
 CP1338
 CP1338.Superseded values are not recommended for survey control.
 CP1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1338.See file dsdata.txt to determine how the superseded data were derived.
 CP1338
 CP1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7651484022(NAD 83)
 CP1338_MARKER: DS = TRIANGULATION STATION DISK
 CP1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1338_STAMPING: BARNES 1958
 CP1338_MARK LOGO: CGS   
 CP1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1338+STABILITY: SURFACE MOTION
 CP1338
 CP1338  HISTORY     - Date     Condition        Report By
 CP1338  HISTORY     - 1959     MONUMENTED       CGS
 CP1338  HISTORY     - 1968     GOOD             CGS
 CP1338  HISTORY     - 1968     GOOD             NGS
 CP1338  HISTORY     - 1982     GOOD             LADTD
 CP1338  HISTORY     - 1982     GOOD             LADTD
 CP1338
 CP1338                          STATION DESCRIPTION
 CP1338
 CP1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP1338'STATION IS ABOUT 6-1/4 MILES SOUTH-SOUTHEAST OF MANSFORD,
 CP1338'4 MILES EAST AND 2 MILES SOUTH OF TALLULAH, 3 MILES WEST
 CP1338'AND 1-1/2 MILES SOUTH OF THOMASTOWN.  IN THE SOUTH SIDE
 CP1338'CENTER OF SECTION 10, T 16 N, R 13 E.  ON THE RIGHT-OF-WAY
 CP1338'OF U.S. HIGHWAY 80.
 CP1338'
 CP1338'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 80 IN
 CP1338'TALLULAH, GO EASTERLY, ON U.S. HIGHWAY 80 FOR 1.9 MILES TO
 CP1338'A SIDE ROAD LEFT, CONTINUE EAST, ON HIGHWAY FOR 1.95 MILES TO
 CP1338'THE AZIMUTH MARK ON THE RIGHT, CONTINUE EASTERLY, ON HIGHWAY
 CP1338'FOR 0.25 MILE TO CROSSROADS AND STATION IN THE SOUTHWEST
 CP1338'ANGLE OF INTERSECTION.
 CP1338'
 CP1338'STATION MARKS ARE STANDARD DISKS, STAMPED BARNES 1958.
 CP1338'THE SURFACE MARK IS SET IN THE TOP OF AN 11 INCH SQUARE
 CP1338'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 233 FEET
 CP1338'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE,
 CP1338'116 FEET SOUTHWEST OF THE CENTER OF THE CROSSROADS, 165 FEET
 CP1338'EAST OF A 36 INCH LONE OAK TREE, 91 FEET WEST OF THE CENTER
 CP1338'OF A NORTH-SOUTH GRAVEL ROAD, 75 FEET NORTH OF THE NORTH
 CP1338'RAIL OF RAILROAD TRACKS AND 56 FEET SOUTH OF THE CENTER OF
 CP1338'U.S. HIGHWAY 80.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 CP1338'MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 CP1338'
 CP1338'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARNES NO 1
 CP1338'1958, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 CP1338'PROJECTING 8 INCHES.  IT IS 246 FEET SOUTHEAST OF THE LONE
 CP1338'TREE, 224 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 CP1338'98 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSROADS,
 CP1338'98 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE HIGHWAY, 37 FEET
 CP1338'NORTH-NORTHEAST OF THE NORTH RAIL OF RAILROAD TRACKS AND 12
 CP1338'FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD.
 CP1338'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET NORTH OF THE
 CP1338'MARK.
 CP1338'
 CP1338'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BARNES NO 2
 CP1338'1958, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 CP1338'PROJECTING 3 INCHES.  IT IS 198 FEET SOUTHWEST OF THE CENTER
 CP1338'OF THE CROSSROADS, 190 FEET NORTH OF THE NORTHEAST CORNER
 CP1338'OF THE HOUSE, 158 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 CP1338'GRAVEL ROAD, 95 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 CP1338'36 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS.
 CP1338'
 CP1338'L 23 1 IS A U.S. CORPS OF ENGINEERS MARK, STAMPED L 23 1 1930,
 CP1338'A BRONZE CAP WHICH IS BOLTED TO THE TOP OF A 2 INCH IRON PIPE
 CP1338'PROJECTING 10 INCHES.  IT IS 170 FEET WEST OF THE CENTER
 CP1338'OF THE NORTH-SOUTH GRAVEL ROAD, 98 FEET SOUTH OF THE SOUTH RAIL
 CP1338'OF THE RAILROAD TRACKS AND 48 FEET NORTH OF THE NORTHWEST
 CP1338'CORNER OF THE HOUSE.
 CP1338'
 CP1338'AZIMUTH MARK IS A STANDARD DISK, STAMPED BARNES 1958, SET
 CP1338'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 CP1338'5 INCHES.  IT IS 97 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 CP1338'80, 39 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND
 CP1338'1 FOOT NORTH OF A TELEPHONE LINE POLE.  A 4 IN X 4 IN WHITE
 CP1338'WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 CP1338'
 CP1338'A SECOND ORDER TRAVERSE CONNECTION WAS MADE TO L 23 1 (USE).
 CP1338'
 CP1338'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP1338
 CP1338                          STATION RECOVERY (1968)
 CP1338
 CP1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JGC)
 CP1338'THE STATION MARK, STAMPED BARNES 1958, IS ABOUT 4.2 MILES EAST
 CP1338'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE AT
 CP1338'TALLULAH, 0.15 MILE EAST OF MILEPOST 13, AT A CROSSING OF THE
 CP1338'RAILROAD AND A GRAVELED ROAD, 76 FEET NORTH OF THE NORTH RAIL, 58
 CP1338'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 93 FEET WEST OF
 CP1338'THE CENTER LINE OF THE GRAVELED ROAD, 138 FEET EAST OF A 30-INCH
 CP1338'COTTONWOOD TREE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 CP1338'5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CP1338'CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CP1338'
 CP1338'RM 1, STAMPED BARNES NO 1 1958, IS 85.68 FEET SOUTHEAST OF THE
 CP1338'STATION MARK, 37-1/2 FEET NORTH OF THE NORTH RAIL, 96 FEET SOUTH
 CP1338'OF THE CENTER LINE OF U.S. HIGHWAY 80, 14 FEET WEST OF THE CENTER
 CP1338'LINE OF THE GRAVELED ROAD, 2-1/2 FEET NORTHEAST OF TELEPHONE POLE
 CP1338'NUMBER 5958, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 CP1338'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CP1338'SURFACE OF THE GROUND.
 CP1338'
 CP1338'RM 2, STAMPED BARNES NO 2 1958, IS 79.65 FEET SOUTHWEST OF THE
 CP1338'STATION MARK, 37 FEET NORTH OF THE NORTH RAIL, 96 FEET SOUTH OF THE
 CP1338'CENTER LINE OF U.S. HIGHWAY 80, 107 FEET SOUTHEAST OF A 30-INCH
 CP1338'COTTONWOOD TREE, 5 FEET WEST OF TELEPHONE POLE NUMBER 5959, ABOUT
 CP1338'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CP1338'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 CP1338'GROUND.
 CP1338'
 CP1338'THE AZIMUTH MARK, STAMPED BARNES 1958, IS 0.25 MILE WEST ALONG THE
 CP1338'ILLINOIS CENTRAL RAILROAD FROM THE STATION MARK, 4 POLES WEST OF
 CP1338'MILEPOST 13, 39 FEET NORTH OF THE NORTH RAIL, 97 FEET SOUTH OF THE
 CP1338'CENTER LINE OF U.S. HIGHWAY 80, 1 FOOT NORTH OF A TELEPHONE POLE,
 CP1338'1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 12 FEET BELOW THE
 CP1338'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CP1338'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1338'
 CP1338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES EAST.
 CP1338
 CP1338                          STATION RECOVERY (1968)
 CP1338
 CP1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1338'4.2 MI E FROM TALLULAH.
 CP1338'4.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1338'AT TALLULAH, 0.15 MILE EAST OF MILEPOST 13, AT A CROSSING OF THE
 CP1338'RAILROAD AND A GRAVELED ROAD, 76 FEET NORTH OF THE NORTH RAIL, 58 FEET
 CP1338'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 93 FEET WEST OF THE
 CP1338'CENTER LINE OF THE GRAVELED ROAD, 138 FEET EAST OF A 30-INCH
 CP1338'COTTONWOOD TREE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET
 CP1338'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CP1338'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CP1338
 CP1338                          STATION RECOVERY (1982)
 CP1338
 CP1338'RECOVERY NOTE BY LA TRANSP AND DEV 1982 (TLH)
 CP1338'THE STATION WAS VISITED IN JUNE 1982.  THE STATION MARK AND REFERENCE
 CP1338'MARK NO. 2 WERE FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 AND THE
 CP1338'AZIMUTH MARK WERE SEARCHED FOR AND NOT FOUND, AT THIS TIME REFERENCE
 CP1338'MARK NO. 3 WAS SET IN THE TRAVERSE LINE AND A NEW AZIMUTH MARK WAS SET
 CP1338'
 CP1338'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MILES) SOUTHEAST OF TALLULAH
 CP1338'IN THE SOUTHWEST QUARTER OF SECTION 10, T16N, R13E.
 CP1338'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP1338'
 CP1338'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, GO EAST ON U S
 CP1338'HIGHWAY 80 FOR ABOUT 7.1 KM (4.4 MILES) TO A PAVED ROAD ON THE RIGHT
 CP1338'WITH THE STATION MARK SET WEST OF THE PAVED ROAD AND BETWEEN THE
 CP1338'ILLINOIS CENTRAL RAILROAD AND U S HIGHWAY 80.
 CP1338'
 CP1338'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---
 CP1338'BARNES 1958--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 CP1338'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 50.3 METERS
 CP1338'(165 FEET) E FROM A 36-INCH LONE OAK TREE, 27.7 METERS (91 FEET) W
 CP1338'FROM THE CENTER OF A NORTH-SOUTH PAVED ROAD, 22.9 METERS (75 FEET) N
 CP1338'FROM THE NORTH RAIL OF THE RAILROAD TRACKS, 17.1 METERS (56 FEET) S
 CP1338'FROM THE CENTER OF U S HIGHWAY 80, AND 0.3 METER (1 FOOT) W FROM A
 CP1338'METAL WITNESS POST WITH SIGN ATTACHED.
 CP1338'
 CP1338'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP1338'STAMPED---BARNES 1958--- SET INTO AN IRREGULAR MASS OF CONCRETE 0.9
 CP1338'METER (3 FEET) BELOW THE SURFACE.
 CP1338'
 CP1338'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP1338'STAMPED---BARNES NO 2 1958--- SET INTO THE TOP OF A ROUND CONCRETE
 CP1338'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES)
 CP1338'ABOVE THE GROUND LOCATED 48.2 METERS (158 FEET) W FROM THE CENTER OF
 CP1338'THE NORTH-SOUTH PAVED ROAD, 29 METERS (95 FEET) S FROM THE CENTER OF
 CP1338'U S HIGHWAY 80, 11 METERS (36 FEET) N FROM THE NORTH RAIL OF THE
 CP1338'RAILROAD TRACKS, AND 0.3 METER (1 FOOT) N FROM A METAL WITNESS POST
 CP1338'WITH SIGN ATTACHED.
 CP1338'
 CP1338'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP1338'STAMPED---BARNES 1958 RM 3 1982--- SET INTO THE TOP OF A ROUND
 CP1338'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP1338'LOCATED 37.6 METERS (123.5 FEET) SSW FROM THE CENTER OF HIGHWAY 80,
 CP1338'10.4 METERS (34 FEET) ESE FROM THE CENTER OF PAVED ROAD, 2.4 METERS
 CP1338'(8 FEET) NNE FROM THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD,
 CP1338'AND 0.6 METER (2 FEET) SSW FROM A METAL WITNESS POST WITH SIGN
 CP1338'ATTACHED.
 CP1338'
 CP1338'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP1338'STAMPED---BARNES 1958 NO 2 1983---- SET INTO THE TOP OF A ROUND
 CP1338'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP1338'LOCATED 22.1 METERS (72.5 FEET) N FROM THE NORTH RAIL OF THE RAILROAD
 CP1338'TRACKS, 19.1 METERS (62.5 FEET) S FROM THE CENTER OF HIGHWAY 80, 0.6
 CP1338'METER (2 FEET) SW FROM A TELEPHONE REPAIR BOX, AND 0.6 METER (2 FEET)
 CP1338'E FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP1338'
 CP1338'TO REACH THE AZIMUTH MARK FROM THE STATION MARK,GO WEST ON U S
 CP1338'HIGHWAY 80 FOR 0.3 KM (0.2 MILE) TO THE AZIMUTH ON THE LEFT BETWEEN
 CP1338'THE HIGHWAY AND THE RAILROAD TRACKS NEAR A TELEPHONE REPAIR BOX.
 CP1338
 CP1338                          STATION RECOVERY (1982)
 CP1338
 CP1338'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2865 ***********************************************************************
 CQ2865  DESIGNATION -  BARNES
 CQ2865  PID         -  CQ2865
 CQ2865  STATE/COUNTY-  LA/JACKSON
 CQ2865  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ2865
 CQ2865                         *CURRENT SURVEY CONTROL
 CQ2865  ___________________________________________________________________
 CQ2865* NAD 83(1992)-  32 09 12.40246(N)    092 44 56.39959(W)     ADJUSTED  
 CQ2865* NAVD 88     -        81.56   (+/-2cm)     267.6    (feet)  VERTCON   
 CQ2865  ___________________________________________________________________
 CQ2865  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CQ2865  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ2865
 CQ2865  HORZ ORDER  -  FIRST
 CQ2865  VERT ORDER  -  THIRD ? (See Below)
 CQ2865
 CQ2865.The horizontal coordinates were established by classical geodetic methods
 CQ2865.and adjusted by the National Geodetic Survey in January 1993..
 CQ2865
 CQ2865.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2865.The vertical order pertains to the NGVD 29 superseded value.
 CQ2865
 CQ2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2865
 CQ2865.The geoid height was determined by GEOID03.
 CQ2865
 CQ2865;                    North         East     Units Scale Factor Converg.
 CQ2865;SPC LA N     -   183,353.275   976,512.313   MT  0.99992317   -0 07 53.9
 CQ2865;SPC LA N     -   601,551.54  3,203,774.15   sFT  0.99992317   -0 07 53.9
 CQ2865;UTM  15      - 3,557,471.725   523,668.766   MT  0.99960691   +0 08 00.9
 CQ2865
 CQ2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2865!SPC LA N     -   0.99999122  x   0.99992317  =   0.99991439
 CQ2865!UTM  15      -   0.99999122  x   0.99960691  =   0.99959813
 CQ2865
 CQ2865|---------------------------------------------------------------------|
 CQ2865| PID    Reference Object                     Distance      Geod. Az  |
 CQ2865|                                                           dddmmss.s |
 CQ2865| CQ2864 BM TT 63 L                           28.649 METERS 07514     |
 CQ2865| CY3356 BARNES RM 1                          21.769 METERS 22153     |
 CQ2865| CQ2877 FRIENDSHIP                          APPROX.16.8 KM 2991403.1 |
 CQ2865|---------------------------------------------------------------------|
 CQ2865
 CQ2865                          SUPERSEDED SURVEY CONTROL
 CQ2865
 CQ2865  NAD 83(1986)-  32 09 12.41671(N)    092 44 56.38931(W) AD(       ) 1
 CQ2865  NAD 27      -  32 09 11.84776(N)    092 44 55.83725(W) AD(       ) 1
 CQ2865  NGVD 29 (07/19/86)   81.61   (m)          267.7    (f) LEVELING    3  
 CQ2865
 CQ2865.Superseded values are not recommended for survey control.
 CQ2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2865.See file dsdata.txt to determine how the superseded data were derived.
 CQ2865
 CQ2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2366957472(NAD 83)
 CQ2865_MARKER: DS = TRIANGULATION STATION DISK
 CQ2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2865
 CQ2865  HISTORY     - Date     Condition        Report By
 CQ2865  HISTORY     - 1971     MONUMENTED       NGS
 CQ2865
 CQ2865                          STATION DESCRIPTION
 CQ2865
 CQ2865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2865'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 CQ2865'
 CQ2865'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 CQ2865'
 CQ2865'THE STATION IS LOCATED ABOUT 7-1/4 MILES NORTHWEST OF
 CQ2865'DODSON, 6-1/2 MILES SOUTHWEST OF JONESBORO, 2-3/4
 CQ2865'MILES WEST OF WYATT IN SECTION 35, T 14 N, R 4 W AND ON THE
 CQ2865'PROPERTY OF MR. ARCHIE BARNES, RURAL ROUTE 2, BOX 275,
 CQ2865'JONESBORO, LOUISIANA.
 CQ2865'
 CQ2865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 505
 CQ2865'AND U.S. HIGHWAY 167 IN WYATT, GO SOUTHWEST ON STATE HIGHWAY
 CQ2865'505 FOR 2.7 MILES TO A PAVED ROAD RIGHT IN THE VILLAGE OF
 CQ2865'GANSVILLE, JUST BEFORE REACHING THE JUNCTION OF STATE
 CQ2865'HIGHWAY 1234.  TURN RIGHT AND GO NORTHERLY AND WESTERLY FOR
 CQ2865'1.05 MILES ON PAVED AND GRAVELED ROAD TO A GRAVELED
 CQ2865'ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST AND NORTH ON A
 CQ2865'GRAVELED ROAD FOR 0.85 MILE TO THE STATION ON THE LEFT.
 CQ2865'
 CQ2865'THE STATION MARKS ARE STANDARD DISKS STAMPED BARNES 1971.  THE
 CQ2865'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ2865'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 CQ2865'IS 100 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 63 FEET
 CQ2865'EAST OF A 30-INCH OAK TREE AND 48 FEET SOUTH OF A 40-INCH
 CQ2865'OAK TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CQ2865'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2865'
 CQ2865'REFERENCE MARK 1, A STANDARD DISK STAMPED BARNES NO 1 1971,
 CQ2865'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2865'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET
 CQ2865'SOUTHEAST OF A FENCE CORNER, 16 FEET NORTHEAST OF A 30-INCH
 CQ2865'OAK TREE, 12 FEET WEST OF A 10-INCH PINE TREE AND 2 FEET
 CQ2865'NORTH OF A METAL WITNESS POST WITH SIGN.
 CQ2865'
 CQ2865'BM TT 63 L (USGS) (RM 2), IS A STANDARD DISK STAMPED TT 63
 CQ2865'L 1943 SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST FLUSH
 CQ2865'WITH THE GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER
 CQ2865'OF THE GRAVELED ROAD, 30 FEET NORTHEAST OF A 12-INCH PINE
 CQ2865'TREE, 15 FEET NORTH OF A POWERLINE POLE AND 9 FEET SOUTH OF
 CQ2865'A FENCE CORNER.
 CQ2865'
 CQ2865'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1343 ***********************************************************************
 CP1343  DESIGNATION -  BARNES AZ MK
 CP1343  PID         -  CP1343
 CP1343  STATE/COUNTY-  LA/MADISON
 CP1343  USGS QUAD   -  TALLULAH (1994)
 CP1343
 CP1343                         *CURRENT SURVEY CONTROL
 CP1343  ___________________________________________________________________
 CP1343* NAD 83(1986)-  32 22 50.     (N)    091 07 37.     (W)     SCALED    
 CP1343* NAVD 88     -        23.837  (meters)      78.21   (feet)  ADJUSTED  
 CP1343  ___________________________________________________________________
 CP1343  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1343  DYNAMIC HT  -          23.810 (meters)      78.12  (feet)  COMP
 CP1343  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 CP1343
 CP1343  VERT ORDER  -  FIRST     CLASS I
 CP1343
 CP1343.The horizontal coordinates were scaled from a topographic map and have
 CP1343.an estimated accuracy of +/- 6 seconds.
 CP1343
 CP1343.The orthometric height was determined by differential leveling
 CP1343.and adjusted by the National Geodetic Survey in June 1991..
 CP1343
 CP1343.The geoid height was determined by GEOID03.
 CP1343
 CP1343.The dynamic height is computed by dividing the NAVD 88
 CP1343.geopotential number by the normal gravity value computed on the
 CP1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1343.degrees latitude (g = 980.6199 gals.).
 CP1343
 CP1343.The modeled gravity was interpolated from observed gravity values.
 CP1343
 CP1343;                    North         East    Units  Estimated Accuracy
 CP1343;SPC LA N     -   209,330.    1,129,200.      MT  (+/- 180 meters Scaled)
 CP1343
 CP1343                          SUPERSEDED SURVEY CONTROL
 CP1343
 CP1343  NGVD 29 (??/??/??)   23.839  (m)           78.21   (f) ADJUSTED    1 1
 CP1343
 CP1343.Superseded values are not recommended for survey control.
 CP1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1343.See file dsdata.txt to determine how the superseded data were derived.
 CP1343
 CP1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR761841(NAD 83)
 CP1343_MARKER: DZ = AZIMUTH MARK DISK
 CP1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1343_STAMPING: BARNES 1958
 CP1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1343+STABILITY: SURFACE MOTION
 CP1343
 CP1343  HISTORY     - Date     Condition        Report By
 CP1343  HISTORY     - 1958     MONUMENTED       CGS
 CP1343  HISTORY     - 1968     GOOD             NGS
 CP1343
 CP1343                          STATION DESCRIPTION
 CP1343
 CP1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1343'3.95 MI E FROM TALLULAH.
 CP1343'3.95 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1343'COURTHOUSE AT TALLULAH, IN SECTION 15, T 16 N, R 13 E, 4 POLES WEST OF
 CP1343'MILEPOST 13, 39 FEET NORTH OF THE NORTH RAIL, 97 FEET SOUTH OF THE
 CP1343'CENTER LINE OF U.S. HIGHWAY 80, 1 FOOT NORTH OF A TELEPHONE POLE, 1.2
 CP1343'FEET WEST OF A METAL WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL OF
 CP1343'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 CP1343'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1337 ***********************************************************************
 CP1337  DESIGNATION -  BARNES RM 1
 CP1337  PID         -  CP1337
 CP1337  STATE/COUNTY-  LA/MADISON
 CP1337  USGS QUAD   -  ASHLY (1972)
 CP1337
 CP1337                         *CURRENT SURVEY CONTROL
 CP1337  ___________________________________________________________________
 CP1337* NAD 83(1986)-  32 22 45.     (N)    091 07 24.     (W)     SCALED    
 CP1337* NAVD 88     -        26.752  (meters)      87.77   (feet)  ADJUSTED  
 CP1337  ___________________________________________________________________
 CP1337  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP1337  DYNAMIC HT  -          26.721 (meters)      87.67  (feet)  COMP
 CP1337  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 CP1337
 CP1337  VERT ORDER  -  FIRST     CLASS I
 CP1337
 CP1337.The horizontal coordinates were scaled from a topographic map and have
 CP1337.an estimated accuracy of +/- 6 seconds.
 CP1337
 CP1337.The orthometric height was determined by differential leveling
 CP1337.and adjusted by the National Geodetic Survey in June 1991..
 CP1337
 CP1337.The geoid height was determined by GEOID03.
 CP1337
 CP1337.The dynamic height is computed by dividing the NAVD 88
 CP1337.geopotential number by the normal gravity value computed on the
 CP1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1337.degrees latitude (g = 980.6199 gals.).
 CP1337
 CP1337.The modeled gravity was interpolated from observed gravity values.
 CP1337
 CP1337;                    North         East    Units  Estimated Accuracy
 CP1337;SPC LA N     -   209,180.    1,129,540.      MT  (+/- 180 meters Scaled)
 CP1337
 CP1337                          SUPERSEDED SURVEY CONTROL
 CP1337
 CP1337  NGVD 29 (??/??/??)   26.753  (m)           87.77   (f) ADJUSTED    1 1
 CP1337
 CP1337.Superseded values are not recommended for survey control.
 CP1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1337.See file dsdata.txt to determine how the superseded data were derived.
 CP1337
 CP1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR765840(NAD 83)
 CP1337_MARKER: DR = REFERENCE MARK DISK
 CP1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1337_STAMPING: BARNES NO 1 1958
 CP1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1337+STABILITY: SURFACE MOTION
 CP1337
 CP1337  HISTORY     - Date     Condition        Report By
 CP1337  HISTORY     - 1958     MONUMENTED       CGS
 CP1337  HISTORY     - 1968     GOOD             NGS
 CP1337
 CP1337                          STATION DESCRIPTION
 CP1337
 CP1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1337'4.2 MI E FROM TALLULAH.
 CP1337'4.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1337'AT TALLULAH, 0.15 MILE EAST OF MILEPOST 13, AT A CROSSING OF THE
 CP1337'RAILROAD AND A GRAVELED ROAD, 37 1/2 FEET NORTH OF THE NORTH RAIL, 96
 CP1337'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 14 FEET WEST OF THE
 CP1337'CENTER LINE OF THE GRAVELED ROAD, 2 1/2 FEET NORTHEAST OF TELEPHONE
 CP1337'POLE NUMBER 5958, 85.68 FEET SOUTHEAST OF TRIANGULATION STATION BARNES
 CP1337'1958, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 CP1337'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CP1337'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1339 ***********************************************************************
 CP1339  DESIGNATION -  BARNES RM 2
 CP1339  PID         -  CP1339
 CP1339  STATE/COUNTY-  LA/MADISON
 CP1339  USGS QUAD   -  ASHLY (1972)
 CP1339
 CP1339                         *CURRENT SURVEY CONTROL
 CP1339  ___________________________________________________________________
 CP1339* NAD 83(1992)-  32 22 45.28221(N)    091 07 25.95348(W)     ADJUSTED  
 CP1339* NAVD 88     -        26.027  (meters)      85.39   (feet)  ADJUSTED  
 CP1339  ___________________________________________________________________
 CP1339  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP1339  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP1339  DYNAMIC HT  -          25.997 (meters)      85.29  (feet)  COMP
 CP1339  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 CP1339
 CP1339  HORZ ORDER  -  SECOND
 CP1339  VERT ORDER  -  FIRST     CLASS I
 CP1339
 CP1339.The horizontal coordinates were established by classical geodetic methods
 CP1339.and adjusted by the National Geodetic Survey in May 1994..
 CP1339.No horizontal observational check was made to the station.
 CP1339
 CP1339.The orthometric height was determined by differential leveling
 CP1339.and adjusted by the National Geodetic Survey in June 1991..
 CP1339
 CP1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1339
 CP1339.The geoid height was determined by GEOID03.
 CP1339
 CP1339.The dynamic height is computed by dividing the NAVD 88
 CP1339.geopotential number by the normal gravity value computed on the
 CP1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1339.degrees latitude (g = 980.6199 gals.).
 CP1339
 CP1339.The modeled gravity was interpolated from observed gravity values.
 CP1339
 CP1339;                    North         East     Units Scale Factor Converg.
 CP1339;SPC LA N     -   209,186.058 1,129,485.869   MT  0.99994708   +0 43 39.2
 CP1339;SPC LA N     -   686,304.59  3,705,654.89   sFT  0.99994708   +0 43 39.2
 CP1339;UTM  15      - 3,584,021.158   676,490.202   MT  0.99998412   +1 00 17.9
 CP1339
 CP1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1339!SPC LA N     -   1.00000007  x   0.99994708  =   0.99994715
 CP1339!UTM  15      -   1.00000007  x   0.99998412  =   0.99998419
 CP1339
 CP1339                          SUPERSEDED SURVEY CONTROL
 CP1339
 CP1339  NAD 83(1992)-  32 22 45.29169(N)    091 07 25.95078(W) AD(       ) 2
 CP1339  NAD 83(1986)-  32 22 45.29631(N)    091 07 25.94932(W) AD(       ) 2
 CP1339  NAVD 88 (06/30/92)   26.03   (m)           85.4    (f) LEVELING    3  
 CP1339  NGVD 29 (06/11/92)   26.029  (m)           85.40   (f) ADJUSTED    1 1
 CP1339
 CP1339.Superseded values are not recommended for survey control.
 CP1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1339.See file dsdata.txt to determine how the superseded data were derived.
 CP1339
 CP1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7649084021(NAD 83)
 CP1339_MARKER: DR = REFERENCE MARK DISK
 CP1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1339_STAMPING: BARNES NO 2 1958
 CP1339_MARK LOGO: CGS   
 CP1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1339+STABILITY: SURFACE MOTION
 CP1339
 CP1339  HISTORY     - Date     Condition        Report By
 CP1339  HISTORY     - 1958     MONUMENTED       CGS
 CP1339  HISTORY     - 1968     GOOD             NGS
 CP1339  HISTORY     - 1982     GOOD             LADTD
 CP1339
 CP1339                          STATION DESCRIPTION
 CP1339
 CP1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1339'4.2 MI E FROM TALLULAH.
 CP1339'4.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1339'AT TALLULAH, 0.15 MILE EAST OF MILEPOST 13, AT A CROSSING OF THE
 CP1339'RAILROAD AND A GRAVELED ROAD, 37 FEET NORTH OF THE NORTH RAIL, 96 FEET
 CP1339'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 107 FEET SOUTHEAST OF A
 CP1339'30-INCH COTTONWOOD TREE, 5 FEET WEST OF TELEPHONE POLE NUMBER 5959,
 CP1339'79.65 FEET SOUTHWEST OF TRIANGULATION STATION BARNES 1958, ABOUT 3
 CP1339'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CP1339'POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 CP1339
 CP1339                          STATION RECOVERY (1982)
 CP1339
 CP1339'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2417 ***********************************************************************
 CP2417  DESIGNATION -  BARNES RM 3
 CP2417  PID         -  CP2417
 CP2417  STATE/COUNTY-  LA/MADISON
 CP2417  USGS QUAD   -  ASHLY (1972)
 CP2417
 CP2417                         *CURRENT SURVEY CONTROL
 CP2417  ___________________________________________________________________
 CP2417* NAD 83(1992)-  32 22 44.15707(N)    091 07 24.13258(W)     ADJUSTED  
 CP2417* NAVD 88     -        26.68   (meters)      87.5    (feet)  LEVELING  
 CP2417  ___________________________________________________________________
 CP2417  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2417  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP2417
 CP2417  HORZ ORDER  -  SECOND
 CP2417  VERT ORDER  -  THIRD
 CP2417
 CP2417.The horizontal coordinates were established by classical geodetic methods
 CP2417.and adjusted by the National Geodetic Survey in May 1994..
 CP2417
 CP2417.The orthometric height was determined by differential leveling.
 CP2417.The vertical network tie was performed by a horz. field party for horz.
 CP2417.obs reductions. Reset procedures were used to establish the elevation.
 CP2417
 CP2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2417
 CP2417.The geoid height was determined by GEOID03.
 CP2417
 CP2417;                    North         East     Units Scale Factor Converg.
 CP2417;SPC LA N     -   209,152.009 1,129,533.900   MT  0.99994704   +0 43 40.2
 CP2417;SPC LA N     -   686,192.88  3,705,812.47   sFT  0.99994704   +0 43 40.2
 CP2417;UTM  15      - 3,583,987.340   676,538.399   MT  0.99998433   +1 00 18.8
 CP2417
 CP2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2417!SPC LA N     -   0.99999997  x   0.99994704  =   0.99994701
 CP2417!UTM  15      -   0.99999997  x   0.99998433  =   0.99998430
 CP2417
 CP2417                          SUPERSEDED SURVEY CONTROL
 CP2417
 CP2417  NAD 83(1992)-  32 22 44.16655(N)    091 07 24.12988(W) AD(       ) 2
 CP2417  NAD 83(1986)-  32 22 44.17117(N)    091 07 24.12841(W) AD(       ) 2
 CP2417  NGVD 29 (06/11/92)   26.680  (m)           87.53   (f) ADJUSTED    2 1
 CP2417
 CP2417.Superseded values are not recommended for survey control.
 CP2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2417.See file dsdata.txt to determine how the superseded data were derived.
 CP2417
 CP2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7653883987(NAD 83)
 CP2417_MARKER: DR = REFERENCE MARK DISK
 CP2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2417_SP_SET: CONCRETE POST
 CP2417_STAMPING: BARNES 1958 RM 3 1982
 CP2417_MARK LOGO: NGS   
 CP2417_PROJECTION: FLUSH
 CP2417_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2417+STABILITY: SURFACE MOTION
 CP2417
 CP2417  HISTORY     - Date     Condition        Report By
 CP2417  HISTORY     - 1982     MONUMENTED       LADTD
 CP2417  HISTORY     - 1982     GOOD             LADTD
 CP2417
 CP2417                          STATION DESCRIPTION
 CP2417
 CP2417'DESCRIBED BY LA TRANSP AND DEV 1982 (TLH)
 CP2417'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MILES) SOUTHEAST OF TALLULAH
 CP2417'IN THE SOUTHWEST QUARTER OF SECTION 10, T16N, R13E.
 CP2417'OWNERSHIP--ILLINOIS CENTRAL GULF RAILROAD.  $$.
 CP2417'
 CP2417'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, GO EAST ON U S
 CP2417'HIGHWAY 80 FOR ABOUT 7.1 KM (4.4 MILES) TO A PAVED ROAD ON THE RIGHT
 CP2417'WITH THE STATION MARK SET ON THE RIGHT, EAST OF THE PAVED ROAD AND
 CP2417'NORTH OF THE ILLINOIS CENTRAL RAILROAD.
 CP2417'
 CP2417'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---
 CP2417'BARNES 1958 RM 3 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 CP2417'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CP2417'37.6 METERS (123.5 FEET) SSW FROM THE CENTER OF HIGHWAY 80, 10.4
 CP2417'METERS (34 FEET) ESE FROM THE CENTER OF THE PAVED ROAD, 2.4 METERS (8
 CP2417'FEET) NNE FROM THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, AND
 CP2417'0.6 METER (2 FEET) SSW FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2417
 CP2417                          STATION RECOVERY (1982)
 CP2417
 CP2417'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2417'5.5 KM (3.4 MI) EAST FROM TALLULAH.
 CP2417'ABOUT 7.1 KM (4.4 MILES) EAST ON U.S. HIGHWAY 80 FROM THE COURTHOUSE
 CP2417'IN TALLULAH TO A BLACKTOP ROAD ON THE RIGHT AND THE MARK SET ON THE
 CP2417'RIGHT AND EAST OF THE BLACKTOP ROAD, 37.6 METERS (123.5 FT) SOUTH
 CP2417'SOUTHWEST FROM THE CENTER OF HIGHWAY 80, 10.4 METERS (34 FT) EAST
 CP2417'SOUTHEAST FROM THE CENTER OF THE BLACKTOP ROAD, 2.4 METERS (8 FT)
 CP2417'NORTH NORTHEAST FROM THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD.
 CP2417'THE MARK IS 0.61 METERS  SSW FROM A WITNESS POST.
 CP2417'THE MARK IS 0.91 M ABOVE US HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3023 ***********************************************************************
 AU3023  DESIGNATION -  BARRE
 AU3023  PID         -  AU3023
 AU3023  STATE/COUNTY-  LA/TERREBONNE
 AU3023  USGS QUAD   -  MONTEGUT (1994)
 AU3023
 AU3023                         *CURRENT SURVEY CONTROL
 AU3023  ___________________________________________________________________
 AU3023* NAD 83(1992)-  29 22 52.21828(N)    090 32 08.93108(W)     ADJUSTED  
 AU3023* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3023  **This station is located in a subsidence area (see below).
 AU3023  ___________________________________________________________________
 AU3023  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AU3023  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AU3023
 AU3023  HORZ ORDER  -  SECOND
 AU3023
 AU3023.The horizontal coordinates were established by classical geodetic methods
 AU3023.and adjusted by the National Geodetic Survey in January 1993..
 AU3023
 AU3023 ** The orthometric height has not been validated since last determined
 AU3023 ** by differential leveling and should not be used for control purposes.
 AU3023 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3023 ** area with valid NAVD 88 orthometric heights.
 AU3023 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3023 ** epoch indicated which incorporates improved geoid heights for the
 AU3023 ** Southern Louisiana Subsidence area.
 AU3023 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3023.The orthometric height was scaled from a topographic map.
 AU3023
 AU3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3023
 AU3023.The geoid height was determined by GEOID03.
 AU3023
 AU3023;                    North         East     Units Scale Factor Converg.
 AU3023;SPC LA S     -    97,944.185 1,077,420.704   MT  0.99998381   +0 23 55.6
 AU3023;SPC LA S     -   321,338.55  3,534,837.76   sFT  0.99998381   +0 23 55.6
 AU3023;UTM  15      - 3,252,741.619   739,164.203   MT  1.00030585   +1 12 34.4
 AU3023
 AU3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3023!SPC LA S     -   1.00000389  x   0.99998381  =   0.99998770
 AU3023!UTM  15      -   1.00000389  x   1.00030585  =   1.00030974
 AU3023
 AU3023|---------------------------------------------------------------------|
 AU3023| PID    Reference Object                     Distance      Geod. Az  |
 AU3023|                                                           dddmmss.s |
 AU3023| DD6286 BARRE RM 3                           14.542 METERS 00657     |
 AU3023| AU3033 BRIDGE                              APPROX.11.7 KM 2422442.9 |
 AU3023| DD6285 BARRE RM 2                            9.531 METERS 24917     |
 AU3023| DD6284 BARRE RM 1                           10.046 METERS 34311     |
 AU3023| AU3020 MONTEGUT WATER TANK                 APPROX.11.0 KM 3490913.4 |
 AU3023| AU3025 MONTEGUT TALLEST STACK              APPROX.10.9 KM 3491907.4 |
 AU3023|---------------------------------------------------------------------|
 AU3023
 AU3023                          SUPERSEDED SURVEY CONTROL
 AU3023
 AU3023  NAD 83(1986)-  29 22 52.23594(N)    090 32 08.93912(W) AD(       ) 2
 AU3023  NAD 27      -  29 22 51.43400(N)    090 32 08.62400(W) AD(       ) 2
 AU3023
 AU3023.Superseded values are not recommended for survey control.
 AU3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3023.See file dsdata.txt to determine how the superseded data were derived.
 AU3023
 AU3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3916452742(NAD 83)
 AU3023_MARKER: DS = TRIANGULATION STATION DISK
 AU3023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3023_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3023
 AU3023  HISTORY     - Date     Condition        Report By
 AU3023  HISTORY     - 1934     MONUMENTED       CGS
 AU3023  HISTORY     - 1952     GOOD             CGS
 AU3023  HISTORY     - 1974     GOOD             NGS
 AU3023
 AU3023                          STATION DESCRIPTION
 AU3023
 AU3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3023'STATION IS IN HARD MARSH ON THE E BANK OF THE BAYOU BARRE
 AU3023'N OF ITS JUNCTION WITH THE JEAN BATIS CANAL, 25 METERS (80
 AU3023'FEET) E OF THE BAYOU AND 20 METERS (65 FEET) N OF THE CANAL.
 AU3023'
 AU3023'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3023'IN THE TOP OF A TILE.
 AU3023'
 AU3023'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3023'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU3023'DRIVEN INTO THE MARSH, IS 30 METERS (100 FEET) E OF THE BAYOU
 AU3023'AND 10.017 METERS (32.86 FEET) FROM THE STATION.
 AU3023'
 AU3023'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3023'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU3023'INTO THE MARSH, IS 16 METERS (50 FEET) FROM THE BAYOU AND 9.661
 AU3023'METERS (31.70 FEET) FROM THE STATION.
 AU3023
 AU3023                          STATION RECOVERY (1952)
 AU3023
 AU3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3023'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3023'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3023'
 AU3023'STATION IS LOCATED ON THE NE POINT OF THE CONFLUENCE OF BAYOU
 AU3023'BARRE AND CANAL JEAN CHARLES, AND 3 FT. N OF A 4- BY 4-IN.
 AU3023'WOODEN WITNESS POST.  THE APPARENT SHORELINE IS 66 FT. AND 31 FT.
 AU3023'IT IS A STANDARD DISK, STAMPED BARRE 1934 AND
 AU3023'SET IN THE TOP OF AN 8-IN. CONCRETE MONUMENT 1 IN. UNDER
 AU3023'GROUND.  AT THE TIME THAT THE STATION WAS VISITED, THERE
 AU3023'WAS A 10-FT. STAND IN PLACE OVER THE STATION.
 AU3023'
 AU3023'REFERENCE MARK 1 IS 10.017 M. (32.86 FT.) FROM THE STATION.
 AU3023'AND 33 FT. NE OF THE BAYOU.  IT IS A STANDARD DISK, STAMPED
 AU3023'BARRE 1934 NO 1 AND SET IN THE TOP OF AN 8-IN. CONCRETE
 AU3023'POST FLUSH WITH THE GROUND.
 AU3023'
 AU3023'REFERENCE MARK 2 IS 9.661 M. (31.70 FT.) FROM THE STATION.
 AU3023'IT IS A STANDARD DISK, STAMPED BARRE 1934 NO 2 AND SET IN
 AU3023'THE TOP OF AN 8-IN. CONCRETE MONUMENT 1 IN. UNDER GROUND.
 AU3023
 AU3023                          STATION RECOVERY (1974)
 AU3023
 AU3023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 AU3023'THE STATION WAS VISITED 2-20-74 AND THE STATION MARK AND
 AU3023'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 AU3023'MARK NO. 2 WAS FOUND ABOUT 20 FEET OUT IN THE WATER OF BAYOU
 AU3023'BARRE.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.
 AU3023'A NEW DESCRIPTION FOLLOWS--
 AU3023'
 AU3023'THE STATION IS LOCATED ABOUT 6.5 MILES SSE OF MONTEGUT, AT
 AU3023'THE CONFLUENCE OF BAYOU BARRE AND CANAL ST JEAN CHARLES,
 AU3023'IN THE NORTHEAST QUADRANT OF THE CONFLUENCE, 6 FEET NORTHWEST
 AU3023'OF THE NORTHWEST BANK OF CANAL ST JEAN CHARLES, 6 FEET NORTHEAST
 AU3023'OF THE NORTHEAST BANK OF BAYOU BARRE AND 1 FOOT BELOW THE
 AU3023'SURFACE OF THE GROUND AND 1 FOOT NORTH OF A METAL WITNESS
 AU3023'POST.  IT IS A TRIANGULATION STATION DISK STAMPED BARRE 1934.
 AU3023'
 AU3023'REFERENCE MARK NO. 1 IS 39.96 FEET NNW OF THE STATION, 37 FEET
 AU3023'NORTHWEST OF THE NORTHWEST BANK OF CANAL ST. JEAN CHARLES,
 AU3023'34 FEET NORTH EAST OF THE NORTHEAST BANK OF BAYOU BARRE,
 AU3023'1 FOOT EAST OF A METAL WITNESS POST AND ABOUT 1 FOOT BELOW
 AU3023'THE LEVEL OF THE GROUND.  IT IS A REFERENCE MARK DISK STAMPED
 AU3023'BARRE NO 1 1934.
 AU3023'
 AU3023'REFERENCE MARK NO. 3 IS 47.70 FEET NORTH OF THE STATION.  IT
 AU3023'IS 40 FEET NORTHWEST OF THE NORTHWEST BANK OF CANAL ST. JEAN
 AU3023'CHARLES, 57 FEET NORTHEAST OF THE NORTHEAST BANK OF BAYOU
 AU3023'BARRE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 AU3023'REFERENCE MARK DISK SET IN THE TOP OF A 4-INCH CONCRETE POST
 AU3023'PROJECTING 1.5 FEET.  IT IS STAMPED BARRE NO 3 1974
 AU3023'
 AU3023'THE STATION CAN BE REACH BY BOAT.
 AU3023'
 AU3023'NOTE--ALL THE ABOVE MEASUREMENTS ARE HORIZONTAL MEASUREMENTS.
 AU3023'
 AU3023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILE
 AU3023'SOUTH OF MONTEGUT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2877 ***********************************************************************
 BH2877  DESIGNATION -  BARRINGER
 BH2877  PID         -  BH2877
 BH2877  STATE/COUNTY-  LA/ST TAMMANY
 BH2877  USGS QUAD   -  LACOMBE (1994)
 BH2877
 BH2877                         *CURRENT SURVEY CONTROL
 BH2877  ___________________________________________________________________
 BH2877* NAD 83(1992)-  30 17 19.16042(N)    089 57 16.19368(W)     ADJUSTED  
 BH2877* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2877  ___________________________________________________________________
 BH2877  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2877  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BH2877
 BH2877  HORZ ORDER  -  FIRST
 BH2877
 BH2877.The horizontal coordinates were established by classical geodetic methods
 BH2877.and adjusted by the National Geodetic Survey in May 1994..
 BH2877
 BH2877.The orthometric height was scaled from a topographic map.
 BH2877
 BH2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2877
 BH2877.The geoid height was determined by GEOID03.
 BH2877
 BH2877;                    North         East     Units Scale Factor Converg.
 BH2877;SPC LA S     -   199,061.096 1,132,640.576   MT  0.99993831   +0 41 22.0
 BH2877;SPC LA S     -   653,086.28  3,716,004.96   sFT  0.99993831   +0 41 22.0
 BH2877;UTM  16      - 3,354,469.025   215,811.451   MT  1.00059650   -1 29 28.0
 BH2877;UTM  15      - 3,354,700.507   792,946.051   MT  1.00065887   +1 32 13.6
 BH2877
 BH2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2877!SPC LA S     -   1.00000388  x   0.99993831  =   0.99994219
 BH2877!UTM  16      -   1.00000388  x   1.00059650  =   1.00060039
 BH2877!UTM  15      -   1.00000388  x   1.00065887  =   1.00066276
 BH2877
 BH2877|---------------------------------------------------------------------|
 BH2877| PID    Reference Object                     Distance      Geod. Az  |
 BH2877|                                                           dddmmss.s |
 BH2877| BH2882 NO A 1208 LA GS 1953                 37.284 METERS 02847     |
 BH2877| DD8333 BARRINGER AZ MK                                    0443713.9 |
 BH2877| BH2881 LACOMBE BAYOU LIGHT                 APPROX. 3.7 KM 1751604.9 |
 BH2877| DD8334 BARRINGER RM 2                       57.673 METERS 30901     |
 BH2877| BJ4216 SOUTHEAST LA STATE HOSP TANK        APPROX. 8.9 KM 3174046.5 |
 BH2877| BH2880 TT 76 L USGS 1953                     4.703 METERS 33123     |
 BH2877|---------------------------------------------------------------------|
 BH2877
 BH2877                          SUPERSEDED SURVEY CONTROL
 BH2877
 BH2877  NAD 83(1992)-  30 17 19.16186(N)    089 57 16.19225(W) AD(       ) 1
 BH2877  NAD 83(1986)-  30 17 19.17191(N)    089 57 16.19181(W) AD(       ) 1
 BH2877  NAD 27      -  30 17 18.46241(N)    089 57 15.93270(W) AD(       ) 1
 BH2877
 BH2877.Superseded values are not recommended for survey control.
 BH2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2877.See file dsdata.txt to determine how the superseded data were derived.
 BH2877
 BH2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1581154469(NAD 83)
 BH2877_MARKER: DS = TRIANGULATION STATION DISK
 BH2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2877+STABILITY: SURFACE MOTION
 BH2877
 BH2877  HISTORY     - Date     Condition        Report By
 BH2877  HISTORY     - 1953     MONUMENTED       CGS
 BH2877  HISTORY     - 1955     GOOD             CGS
 BH2877  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BH2877  HISTORY     - 20060414 MARK NOT FOUND   NGS
 BH2877
 BH2877                          STATION DESCRIPTION
 BH2877
 BH2877'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BH2877'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF LACOMBE ACROSS THE
 BH2877'ROAD FROM THE W.W. BATTAILE FARM HOME. IT IS 74.0 FEET SOUTHWEST OF
 BH2877'A POWERLINE BRACE POLE, 52.0 FEET WEST OF THE CENTER OF A GRAVELED
 BH2877'ROAD, 52.0 FEET NORTH OF THE CENTER OF A WOODS ROAD AND 44.0 FEET
 BH2877'EAST OF A LARGE LIVE OAK TREE. IT PROJECTS 2 INCHES AND IS
 BH2877'STAMPED BARRINGER 1953.
 BH2877'
 BH2877'REFERENCE MARK NO. 1 IS A STANDARD UNITED STATES COAST AND GEODETIC
 BH2877'SURVEY AND STATE SURVEY DISK SET IN THE TOP OF A 6 INCH SQUARE
 BH2877'CONCRETE POST PROJECTING 2 INCHES. IT IS 50.0 FEET NORTH OF A
 BH2877'POWERLINE BRACE POLE AND 22.0 FEET WEST OF THE CENTER OF A
 BH2877'GRAVELED ROAD. THE DISK IS STAMPED NO A 12000.
 BH2877'
 BH2877'REFERENCE MARK NO. 2 IS ABOUT 80 FEET SOUTH OF AN OLD SAWDUST PILE
 BH2877'AND 5.0 FEET NORTH OF THE CENTER OF A DIM WOODS ROAD. IT PROJECTS 5
 BH2877'INCHES AND IS STAMPED BARRINGER NO 2 1953.
 BH2877'
 BH2877'TT 76 L (USGS) IS A STANDARD UNITED STATES GEOLOGICAL SURVEY BENCH
 BH2877'MARK DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 BH2877'PROJECTING 1 INCH. IT IS 61.0 FEET WEST OF THE CENTER OF A GRAVELED
 BH2877'ROAD AND 13.0 FEET SOUTH OF A LARGE SWEET GUM TREE. THE DISK IS
 BH2877'STAMPED TT 76 L 1931.
 BH2877'
 BH2877'THE AZIMUTH MARK IS 117.0 FEET NORTH OF A POWERLINE AND TELEPHONE
 BH2877'BRACE POLE NO. BRA 17, 31.0 FEET EAST OF THE CENTER OF A GRAVELED
 BH2877'ROAD AND 13.0 FEET WEST OF THE CENTER OF A WOODS ROAD. IT PROJECTS
 BH2877'4 INCHES AND IS STAMPED BARRINGER 1953.
 BH2877'
 BH2877'TO REACH THE STATION FROM THE POST OFFICE IN LACOMBE, GO EAST FOR
 BH2877'ONE BLOCK TO A STOP SIGN AT A CROSSROAD, TURN RIGHT AND GO SOUTH ON
 BH2877'GRAVELED ROAD FOR 0.1 MILE TO THE RAILROAD DEPOT ON THE LEFT,
 BH2877'CONTINUE SOUTH ACROSS THE RAILROAD TRACKS FOR 1.0 MILE TO A POINT
 BH2877'WHERE THE ROAD TURNS TO THE SOUTHWEST AND THE AZIMUTH MARK ON THE
 BH2877'LEFT AS DESCRIBED. CONTINUE SOUTHWEST ON A GRAVELED ROAD FOR
 BH2877'0.75 MILE TO A POINT WHERE THE ROAD TURNS SOUTH AT THE W.W.
 BH2877'BATTAILE FARM HOME ON THE LEFT AND THE STATION ON THE RIGHT.
 BH2877
 BH2877                          STATION RECOVERY (1955)
 BH2877
 BH2877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2877'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION BY
 BH2877'R.L.E. IN 1953, IS ADEQUATE.
 BH2877'
 BH2877'NOTE--THE USC AND GS AND STATE SURVEY DISK USED AS REFERENCE MARK
 BH2877'NO. 1 FOR THIS STATION IS A 1208. NOT A 12000 AS STATED IN THE
 BH2877'DESCRIPTION.
 BH2877
 BH2877                          STATION RECOVERY (1959)
 BH2877
 BH2877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2877'THE STATION WAS VISITED 5-20-59. THE STATION MARK, REFERENCE MARK
 BH2877'NO. 2, AND TT 76 L (USGS) WERE FOUND IN GOOD CONDITION. THE AZIMUTH
 BH2877'MARK WAS FOUND DESTROYED BY RECENT ROAD CONSTRUCTION, THE DISK WAS
 BH2877'RECLAIMED. LOUISIANA GEODETIC SURVEY MARK A 1208 WAS FOUND
 BH2877'DESTROYED. THE STATION MARK WAS FOUND ABOUT 6 INCHES BELOW THE
 BH2877'SURFACE OF A NEW ROAD CONSTRUCTED AS A STREET FOR A
 BH2877'SUB-DIVISION.  TT 76 L (USGS) WAS ALSO FOUND UNDER THE SURFACE OF
 BH2877'THIS NEW STREET.  DUE TO THE INACCESSIBILITY OF THESE MARKS AFTER
 BH2877'THE STREET IS PAVED OR BLACK TOPPED, BOTH THE STATION MARK AND TT
 BH2877'76 L USGS WERE MOVED TO NEW LOCATIONS, LEAVING THE ORIGINAL MARKS
 BH2877'IN TACT. BARRINGER 2 1959 IS 15.83 FEET SOUTHEAST OF THE
 BH2877'STATION. REFERENCE MARK NO 2 WAS DESTROYED AFTER THE NEW STATION
 BH2877'WAS ESTABLISHED.
 BH2877'
 BH2877'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF LACOMBE AND ACROSS
 BH2877'THE BLACK TOP ROAD FROM THE W.W. BATTAILE RESIDENCE, 9.2 FEET SOUTH
 BH2877'OF THE CENTERLINE
 BH2877'OF THE STREET LEADING WEST, 51 FEET WEST OF THE CENTER OF THE
 BH2877'BLACK TOPPED ROAD, 12.9 FEET NORTHWEST OF POWER POLE NO. 30, 26.6
 BH2877'FEET SOUTH-SOUTHEAST OF A 2 FOOT SWEET GUM TREE, 28.3 FEET
 BH2877'SOUTH OF A BRACE POLE FOR POWER POLE NO. 30, 23.2 FEET
 BH2877'SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER AND 14.8 FEET NORTH OF
 BH2877'THE PROJECTED PLANE OF THE SOUTH WALL OF THE BATTAILE HOUSE. IT
 BH2877'IS A STANDARD DISK, STAMPED BARRINGER 1953, SET IN THE TOP OF A
 BH2877'10-INCH SQUARE CONCRETE POST ABOUT 8 INCHES BELOW THE SURFACE
 BH2877'OF THE STREET.
 BH2877'
 BH2877'TT 76 L (USGS) 1931 IS 15.43 FEET NORTHWEST OF THE STATION, 60.6
 BH2877'FEET WEST OF THE CENTER OF THE MAIN ROAD, 12.3 FEET SOUTH-SOUTHEAST
 BH2877'OF A 2-FOOT SWEET GUM TREE, 21.7 FEET SOUTHWEST OF A BRACE POLE FOR
 BH2877'POWER POLE NO. 30, 28.4 FEET NORTHWEST OF POWER POLE NO. 30, AND
 BH2877'26.5 FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 BH2877'BATTAILE HOUSE EAST OF THE ROAD. IT IS ABOUT THE CENTER OF THE
 BH2877'EAST-WEST STREET. IT IS A STANDARD U.S. GEOLOGICAL DISK,
 BH2877'STAMPED TT 76 L 1931, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BH2877'POST ABOUT 6 INCHES BELOW THE SURFACE OF THE STREET.
 BH2877'
 BH2877'TO REACH THE STATION FROM THE POST OFFICE IN LACOMBE GO EAST FOR 1
 BH2877'BLOCK TO A CROSS STREET, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE
 BH2877'RAILROAD TRACKS, CONTINUE SOUTH FOR 1.75 MILES TO A STREET LEADING
 BH2877'WEST AND THE MARK.
 BH2877
 BH2877                          STATION RECOVERY (2006)
 BH2877
 BH2877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH2877'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2878 ***********************************************************************
 BH2878  DESIGNATION -  BARRINGER 2
 BH2878  PID         -  BH2878
 BH2878  STATE/COUNTY-  LA/ST TAMMANY
 BH2878  USGS QUAD   -  LACOMBE (1994)
 BH2878
 BH2878                         *CURRENT SURVEY CONTROL
 BH2878  ___________________________________________________________________
 BH2878* NAD 83(1992)-  30 17 19.03647(N)    089 57 16.08318(W)     ADJUSTED  
 BH2878* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2878  ___________________________________________________________________
 BH2878  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2878  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BH2878
 BH2878  HORZ ORDER  -  SECOND
 BH2878
 BH2878.The horizontal coordinates were established by classical geodetic methods
 BH2878.and adjusted by the National Geodetic Survey in May 1994..
 BH2878.No horizontal observational check was made to the station.
 BH2878
 BH2878.The orthometric height was scaled from a topographic map.
 BH2878
 BH2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2878
 BH2878.The geoid height was determined by GEOID03.
 BH2878
 BH2878;                    North         East     Units Scale Factor Converg.
 BH2878;SPC LA S     -   199,057.315 1,132,643.575   MT  0.99993831   +0 41 22.0
 BH2878;SPC LA S     -   653,073.87  3,716,014.80   sFT  0.99993831   +0 41 22.0
 BH2878;UTM  16      - 3,354,465.130   215,814.306   MT  1.00059648   -1 29 28.0
 BH2878;UTM  15      - 3,354,696.769   792,949.108   MT  1.00065889   +1 32 13.7
 BH2878
 BH2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2878!SPC LA S     -   1.00000388  x   0.99993831  =   0.99994219
 BH2878!UTM  16      -   1.00000388  x   1.00059648  =   1.00060037
 BH2878!UTM  15      -   1.00000388  x   1.00065889  =   1.00066278
 BH2878
 BH2878|---------------------------------------------------------------------|
 BH2878| PID    Reference Object                     Distance      Geod. Az  |
 BH2878|                                                           dddmmss.s |
 BH2878| BH2879 TT 76 L USGS RESET 1959              11.684 METERS 00903     |
 BH2878| DD8335 BARRINGER 2 RM 3                     24.446 METERS 10223     |
 BH2878| BH2877 BARRINGER                             4.826 METERS 32216     |
 BH2878|---------------------------------------------------------------------|
 BH2878
 BH2878                          SUPERSEDED SURVEY CONTROL
 BH2878
 BH2878  NAD 83(1992)-  30 17 19.03790(N)    089 57 16.08174(W) AD(       ) 2
 BH2878  NAD 83(1986)-  30 17 19.04796(N)    089 57 16.08131(W) AD(       ) 2
 BH2878  NAD 27      -  30 17 18.33858(N)    089 57 15.82200(W) AD(       ) 2
 BH2878
 BH2878.Superseded values are not recommended for survey control.
 BH2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2878.See file dsdata.txt to determine how the superseded data were derived.
 BH2878
 BH2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1581454465(NAD 83)
 BH2878_MARKER: DS = TRIANGULATION STATION DISK
 BH2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2878+STABILITY: SURFACE MOTION
 BH2878
 BH2878  HISTORY     - Date     Condition        Report By
 BH2878  HISTORY     - 1959     MONUMENTED       CGS
 BH2878
 BH2878                          STATION DESCRIPTION
 BH2878
 BH2878'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2878'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF LACOMBE AND ACROSS
 BH2878'THE ROAD FROM THE W.W. BATTAILE RESIDENCE, ON THE HIGHWAY RIGHT-OF-
 BH2878'WAY, 600 FEET NORTH OF THE NORTH BANK OF AN EAST-WEST CANAL, IN THE
 BH2878'SOUTHWEST ANGLE OF THE JUNCTION OF THE BLACK TOP ROAD
 BH2878'AND A STREET LEADING
 BH2878'WEST, 17.5 FEET SOUTH OF THE CENTER OF THE ROAD LEADING WEST, 40
 BH2878'FEET WEST OF THE CENTER OF THE BLACK TOP ROAD, 3.4 FEET EAST OF
 BH2878'POWER POLE NO. 30, 39.8 FEET SOUTH-SOUTHEAST OF A BRACE POLE
 BH2878'FOR THE POWER POLE, 3 FEET NORTH OF THE PROJECTED PLANE OF THE
 BH2878'SOUTH WALL OF THE BATTAILE HOUSE EAST OF THE ROAD, 31.9 FEET SOUTH
 BH2878'OF THE RIGHT-OF-WAY MARKER, 52.9 FEET EAST OF A 3-FOOT OAK
 BH2878'TREE, 115.5 FEET WEST OF THE SOUTHWEST CORNER OF THE BATTAILE
 BH2878'HOUSE, AND 1 FOOT WEST OF A METAL WITNESS POST BEARING A WHITE
 BH2878'SIGN. IT IS A STANDARD DISK, STAMPED BARRINGER 2 1959, SET IN THE
 BH2878'TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 BH2878'
 BH2878'TT 76 L (USGS) RESET 1959, REFERENCE MARK NO. 4 IS 38.33 FEET NORTH
 BH2878'OF THE STATION, 40 FEET WEST OF THE CENTER OF THE BLACK TOP ROAD,
 BH2878'5.9 FEET EAST OF THE BRACE POLE FOR POWER POLE NO. 30, 37.7 FEET
 BH2878'NORTH OF POWER POLE NO. 30, 20.7 FEET
 BH2878'NORTH OF THE CENTER OF THE ROAD LEADING WEST, 7.3 FEET NORTH OF A
 BH2878'RIGHT-OF-WAY MARKER, AND 1 FOOT WEST OF A METAL WITNESS POST
 BH2878'BEARING A WHITE SIGN. IT IS A STANDARD U.S. GEOLOGICAL DISK,
 BH2878'STAMPED TT 76 L RESET 1959, SET IN THE TOP OF A 12-INCH ROUND
 BH2878'CONCRETE POST PROJECTING 6 INCHES.
 BH2878'
 BH2878'REFERENCE MARK NO. 3 IS 80.20 FEET EAST OF THE STATION ON THE
 BH2878'PROJECTED CENTER OF THE ROAD LEADING WEST AND ON THE PROJECTED PLANE
 BH2878'OF THE SOUTH WALL OF THE BATTAILE HOUSE, 34.5 FEET WEST OF THE
 BH2878'SOUTHWEST CORNER OF THE HOUSE, 40 FEET EAST OF THE CENTER OF THE
 BH2878'ROAD AND 34.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER. IT IS 1 FOOT
 BH2878'NORTHEAST OF A METAL WITNESS POST BEARING A WHITE SIGN. IT IS A
 BH2878'STANDARD DISK, STAMPED BARRINGER 2 NO 3 1959, PROJECTING 6
 BH2878'INCHES.
 BH2878'
 BH2878'TO REACH THE STATION FROM THE POST OFFICE AT LACOMBE, GO EAST FOR 1
 BH2878'BLOCK TO A CROSS STREET, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE
 BH2878'RAILROAD TRACK, CROSS TRACKS AND CONTINUE SOUTH FOR 1.75 MILE TO A
 BH2878'SIDE ROAD RIGHT AND THE MARK IN THE SOUTHWEST ANGLE OF THE
 BH2878'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4912 ***********************************************************************
 BJ4912  DESIGNATION -  BARROW
 BJ4912  PID         -  BJ4912
 BJ4912  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4912  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ4912
 BJ4912                         *CURRENT SURVEY CONTROL
 BJ4912  ___________________________________________________________________
 BJ4912* NAD 83(1992)-  30 51 47.00545(N)    091 27 22.04536(W)     ADJUSTED  
 BJ4912* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BJ4912  ___________________________________________________________________
 BJ4912  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BJ4912  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4912
 BJ4912  HORZ ORDER  -  FIRST
 BJ4912
 BJ4912.The horizontal coordinates were established by classical geodetic methods
 BJ4912.and adjusted by the National Geodetic Survey in May 1994..
 BJ4912
 BJ4912.The orthometric height was scaled from a topographic map.
 BJ4912
 BJ4912.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4912
 BJ4912.The geoid height was determined by GEOID03.
 BJ4912
 BJ4912;                    North         East     Units Scale Factor Converg.
 BJ4912;SPC LA S     -   261,947.495   988,255.818   MT  1.00003874   -0 03 41.0
 BJ4912;SPC LA S     -   859,406.07  3,242,302.63   sFT  1.00003874   -0 03 41.0
 BJ4912;UTM  15      - 3,415,445.703   647,606.515   MT  0.99986876   +0 47 31.7
 BJ4912
 BJ4912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4912!SPC LA S     -   0.99999297  x   1.00003874  =   1.00003171
 BJ4912!UTM  15      -   0.99999297  x   0.99986876  =   0.99986173
 BJ4912
 BJ4912|---------------------------------------------------------------------|
 BJ4912| PID    Reference Object                     Distance      Geod. Az  |
 BJ4912|                                                           dddmmss.s |
 BJ4912| CV9619 BARROW RM 1                          27.429 METERS 24058     |
 BJ4912| BJ5210 BROWN                               APPROX. 9.6 KM 3302934.9 |
 BJ4912| CV9621 BARROW RM 3                          49.631 METERS 34051     |
 BJ4912| CV9620 BARROW RM 2                          44.050 METERS 34737     |
 BJ4912|---------------------------------------------------------------------|
 BJ4912
 BJ4912                          SUPERSEDED SURVEY CONTROL
 BJ4912
 BJ4912  NAD 83(1992)-  30 51 47.00635(N)    091 27 22.04662(W) AD(       ) 1
 BJ4912  NAD 83(1986)-  30 51 47.02202(N)    091 27 22.04001(W) AD(       ) 1
 BJ4912  NAD 27      -  30 51 46.37382(N)    091 27 21.62514(W) AD(       ) 1
 BJ4912
 BJ4912.Superseded values are not recommended for survey control.
 BJ4912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4912.See file dsdata.txt to determine how the superseded data were derived.
 BJ4912
 BJ4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4760715446(NAD 83)
 BJ4912_MARKER: DS = TRIANGULATION STATION DISK
 BJ4912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4912
 BJ4912  HISTORY     - Date     Condition        Report By
 BJ4912  HISTORY     - 1929     MONUMENTED       CGS
 BJ4912  HISTORY     - 1955     GOOD             CGS
 BJ4912  HISTORY     - 1963     POOR             USGS
 BJ4912  HISTORY     - 1964     SEE DESCRIPTION  CGS
 BJ4912
 BJ4912                          STATION DESCRIPTION
 BJ4912
 BJ4912'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4912'ABOUT 7 MILES NNW OF ST. FRANCISVILLE, AND 5 MILES NW OF
 BJ4912'BAINS, ON LAND OWNED BY MRS. A.F. BARROW OF ST. FRANCISVILLE.
 BJ4912'
 BJ4912'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4912'DISKS SET IN CONCRETE.
 BJ4912'
 BJ4912'REFERENCE MARK NO. 1 IS AT W EDGE OF KNOLL, AND 27.44 METERS
 BJ4912'(90.0 FEET) FROM STATION S 61 DEG 33 MIN W.
 BJ4912'
 BJ4912'REFERENCE MARK NO. 2 IS IN NARROW V AT FORK OF ROADS, AND 44.05
 BJ4912'METERS (144.5 FEET) FROM STATION N 12 DEG 49 MIN W.
 BJ4912'
 BJ4912'TO REACH FROM U.S. HIGHWAY 61 AT BAINS GO ON TUNICA ROAD TO
 BJ4912'W END OF BAYOU SARA BRIDGE, TURN LEFT AND GO S 0.1 MILE
 BJ4912'TO ITTLE BAYOU SARA BRIDGE, THEN DOWN RIVER ABOUT 0.6 MILE
 BJ4912'AND TURN NW 0.2 MILE TO GATE, THROUGH GATE AND 1.0 MILE TO
 BJ4912'CROSSROADS AND TURN RIGHT, THEN 1.0 MILE TO A FORK, TAKE RIGHT
 BJ4912'FORK 1.0 MILE TO SIDE ROAD ON LEFT, THEN GO LEFT 1.6 MILES TO
 BJ4912'THREE ABANDONED LUMBER RACKS.  STATION IS ON KNOLL S OF FORK
 BJ4912'JUST S OF HEAD OF RAVINE MAKING TO WESTWARD, ABOUT 100 YARDS
 BJ4912'W OF LUMBER RACKS REFERRED TO ABOVE, AND NEAR 3-FOOT OAK AND
 BJ4912'10-INCH BAY TREES WITH TRIANGULAR BLAZES.
 BJ4912
 BJ4912                          STATION RECOVERY (1955)
 BJ4912
 BJ4912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4912'THE STATION WAS VISITED, AND THE STATION MARK AND REFERENCE
 BJ4912'MARK 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 HAD
 BJ4912'BEEN MOVED AS NEITHER THE DISTANCE OR DIRECTION CHECKED TO
 BJ4912'THE MARK.  THE DISK WAS RESTAMPED NO 3 AND USED AS REFERENCE
 BJ4912'MARK 3.  THE ARROW ON REFERENCE MARK 3 POINTS A LITTLE TO THE
 BJ4912'N OF THE STATION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.
 BJ4912'THE TO REACH FOR THE STATION WAS NO LONGER ADEQUATE.  THE
 BJ4912'STATION IS WITHOUT AN AZIMUTH MARK.  A NEW DESCRIPTION
 BJ4912'FOLLOWS--
 BJ4912'
 BJ4912'THE STATION IS LOCATED ABOUT 7 MI. N-NW OF ST. FRANCISVILLE,
 BJ4912'5 MI. NW OF THE BAINS POST OFFICE, ON A KNOLL WHICH IS ALONG
 BJ4912'A GRAVEL ROAD AND ABOUT 300 FT. E OF A HIGHER KNOLL, 11 FT.
 BJ4912'S OF A FENCE LINE, 32 FT. S OF THE CENTER OF A GRAVELED ROAD,
 BJ4912'24 FT. N OF A LONE TREE IN A CLEARING, AND 242 FT. E OF A ROAD
 BJ4912'LEADING SW WHICH IS CUT THROUGH A HILL WITH BANKS ON THE
 BJ4912'SIDE OF THE ROAD ABOUT 10 FT. HIGH.  IT IS A STANDARD DISK,
 BJ4912'STAMPED BARROW 1929 AND PROJECTING 4 IN.
 BJ4912'
 BJ4912'REFERENCE MARK 1 IS 90.0 FT. SW OF THE STATION, ON THE S SIDE
 BJ4912'OF THE SLOPE OF THE HILL, AND 120 FT. SW OF THE CENTER OF
 BJ4912'THE GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED BARROW
 BJ4912'NO 1 1929 AND PROJECTING 6 IN.
 BJ4912'
 BJ4912'REFERENCE MARK 3 IS 162.83 FT. NW OF THE STATION, 19 FT. SW
 BJ4912'OF THE CENTER OF THE GRAVELED ROAD, AND 85 FT. SE OF THE
 BJ4912'SIDE ROAD LEADING SW THROUGH A DEEP CUT.  IT IS 2 FT. NE
 BJ4912'OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED BARROW NO 3
 BJ4912'1929 AND PROJECTING 6 IN.
 BJ4912'
 BJ4912'TO REACH THE STATION FROM THE POST OFFICE IN ST. FRANCISVILLE,
 BJ4912'GO E ON STATE HIGHWAY 35 FOR 0.35 MI. TO ITS JUNCTION WITH
 BJ4912'U.S. HIGHWAY 61, TURN LEFT (N) ON U.S. HIGHWAY 61 AND GO
 BJ4912'0.45 MI. TO A FORK, TURN LEFT ON U.S. HIGHWAY 61 AND GO
 BJ4912'3.15 MI. TO A FORK AT BAINS, TURN LEFT ON STATE HIGHWAY 124
 BJ4912'AND GO 1.65 MI. TO THE W END OF THE BRIDGE OVER BAYOU SORA,
 BJ4912'TURN LEFT ON THE SIDE ROAD JUST AFTER CROSSING THE BRIDGE
 BJ4912'AND GO S CROSSING THE BRIDGE OVER LITTLE BAYOU SORA FOR 1.5
 BJ4912'MI.  TO A FORK, TAKE THE RIGHT FORK AND GO 1.1 MI. TO A FORK
 BJ4912'JUST AFTER PASSING A CATTLE GUARD, TAKE THE RIGHT FORK AND
 BJ4912'GO 2.3 MI. TO THE MARK ON THE LEFT WHICH IS AT THE TOP OF A
 BJ4912'HILL WHERE THE ROAD TURNS TO THE NW.
 BJ4912
 BJ4912                          STATION RECOVERY (1963)
 BJ4912
 BJ4912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (GJS)
 BJ4912'UNDERGROUND MARK AND R.M. 1 APPEAR TO BE OK.  SURFACE MARK
 BJ4912'HAS BEEN HIT BY HEAVY EQUIPMENT.  MARK HAS A NINETY DEGREE
 BJ4912'LIST.  WAS IMPOSSIBLE TO PUT THIRD ORDER LEVELS TO MARK.
 BJ4912'R.M. 2 WAS FOUND TO BE DESTROYED.  A THIRD ORDER LEVEL WAS
 BJ4912'ESTABLISHED TO R.M. 1.
 BJ4912
 BJ4912                          STATION RECOVERY (1964)
 BJ4912
 BJ4912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 BJ4912'THE STATION WAS VISITED 10-1-64 AND REFERENCE MARKS NO. 1 AND
 BJ4912'NO. 3 AND THE STATION UNDERGROUND MARK WERE FOUND IN GOOD
 BJ4912'CONDITION.  THE SURFACE MARK WAS FOUND DISTURBED, IT WAS DUG UP
 BJ4912'AND REPLACED OVER THE UNDERGROUND (PLUMB BOB METHOD) THE 1955
 BJ4912'MEASUREMENTS TO THE REFERENCE MARKS WERE THEN CHECKED AND
 BJ4912'FOUND TO AGREE.  THERE IS NO AZIMUTH MARK FOR THIS STATION.
 BJ4912'A NEW DESCRIPTION FOLLOWS--
 BJ4912'
 BJ4912'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF ST.
 BJ4912'FRANCISVILLE 5 MILES NORTHWEST OF THE BAINS POST OFFICE, ON
 BJ4912'A KNOLL WHICH IS ALONG A GRAVELED ROAD, AND ABOUT 300 FEET EAST
 BJ4912'OF A HIGHER KNOLL.  IT IS 12 FEET SOUTH OF A FENCE LINE,
 BJ4912'32 FEET SOUTH OF THE CENTER OF THE ROAD, 24 FEET NORTH OF A
 BJ4912'LONE TREE IN A CLEARING, 242 FEET EAST OF A ROAD LEADING
 BJ4912'SOUTHWEST THROUGH A CUTBANK IN THE KNOLL AND 1 FOOT SOUTH OF A
 BJ4912'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BARROW
 BJ4912'1929, PROJECTING 2 INCHES
 BJ4912'
 BJ4912'REFERENCE MARK NO. 1 IS 89.99 FEET SOUTHWEST OF THE STATION
 BJ4912'ON THE SOUTHWEST SLOPE OF THE KNOLL, AND 120 FEET SOUTH OF THE
 BJ4912'CENTER OF THE ROAD.  IT IS A STANDARD DISK, STAMPED BARROW
 BJ4912'NO 1 1929, PROJECTING 6 INCHES.
 BJ4912'
 BJ4912'REFERENCE MARK NO. 3 IS 19 FEET SOUTHWEST OF THE CENTER OF
 BJ4912'THE ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET NORTHEAST
 BJ4912'OF A FENCE LINE, AND 85 FEET SOUTHEAST OF THE CENTER OF THE
 BJ4912'ROAD LEADING SOUTHWEST THROUGH THE CUT BANK.  IT IS A STANDARD
 BJ4912'DISK, STAMPED BARROW NO 3 1929, PROJECTING 2 INCHES.
 BJ4912'THE ARROW ON THE MARK IS POINTING ABOUT 10 DEGREES NORTH OF
 BJ4912'THE STATION.
 BJ4912'
 BJ4912'TO REACH THE STATION FROM THE POST OFFICE IN ST. FRANCISVILLE,
 BJ4912'GO EAST ON STATE HIGHWAY 35 FOR 0.35 MILE TO ITS JUNCTION
 BJ4912'WITH U.S. HIGHWAY 61, TURN LEFT, NORTH, AND GO 0.45 MILE TO
 BJ4912'A FORK, TURN LEFT AND CONTINUE NORTH ON U.S. HIGHWAY 61 FOR
 BJ4912'3.15 MILE TO STATE HIGHWAY 124 AT BAINS POST OFFICE TURN
 BJ4912'LEFT ON STATE HIGHWAY 124 AND GO 1.65 MILES TO THE WEST END
 BJ4912'OF THE BRIDGE OVER BAYOU SORA, TURN LEFT AND GO SOUTH AND PASS
 BJ4912'OVER BRIDGE ON LITTLE BAYOU SORA, AND GO 1.5 MILE TO A FORK,
 BJ4912'TAKE RIGHT FORK AND GO 1.1 MILE TO A FORK AFTER PASSING A
 BJ4912'CATTLE GUARD, TAKE RIGHT FORK AND GO 2.3 MILES TO THE MARK
 BJ4912'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6165 ***********************************************************************
 AH6165  DESIGNATION -  BARROW
 AH6165  PID         -  AH6165
 AH6165  STATE/COUNTY-  LA/TERREBONNE
 AH6165  USGS QUAD   -  HOUMA (1980)
 AH6165
 AH6165                         *CURRENT SURVEY CONTROL
 AH6165  ___________________________________________________________________
 AH6165* NAD 83(1992)-  29 34 47.31777(N)    090 43 24.30974(W)     ADJUSTED  
 AH6165* NAVD 88     -         2.3  **(meters)       8.   **(feet)  GPS OBS   
 AH6165  **This station is located in a subsidence area (see below).
 AH6165  ___________________________________________________________________
 AH6165  X           -     -70,090.104 (meters)                     COMP
 AH6165  Y           -  -5,550,934.773 (meters)                     COMP
 AH6165  Z           -   3,129,939.987 (meters)                     COMP
 AH6165  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6165  ELLIP HEIGHT-         -23.04  (meters)          (02/21/02) GPS OBS
 AH6165  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6165
 AH6165  HORZ ORDER  -  FIRST
 AH6165  ELLP ORDER  -  FIFTH     CLASS I
 AH6165
 AH6165.The horizontal coordinates were established by GPS observations
 AH6165.and adjusted by the National Geodetic Survey in December 1998..
 AH6165
 AH6165 ** The orthometric height has not been validated since last determined
 AH6165 ** by differential leveling and should not be used for control purposes.
 AH6165 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6165 ** area with valid NAVD 88 orthometric heights.
 AH6165 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6165 ** epoch indicated which incorporates improved geoid heights for the
 AH6165 ** Southern Louisiana Subsidence area.
 AH6165 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6165.The orthometric height was determined by GPS observations and a
 AH6165.high-resolution geoid model.
 AH6165
 AH6165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6165
 AH6165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6165
 AH6165.The ellipsoidal height was determined by GPS observations
 AH6165.and is referenced to NAD 83.
 AH6165
 AH6165.The geoid height was determined by GEOID03.
 AH6165
 AH6165;                    North         East     Units Scale Factor Converg.
 AH6165;SPC LA S     -   119,849.166 1,059,091.580   MT  0.99995257   +0 18 17.9
 AH6165;SPC LA S     -   393,205.14  3,474,702.96   sFT  0.99995257   +0 18 17.9
 AH6165;UTM  15      - 3,274,389.799   720,519.996   MT  1.00020006   +1 07 27.3
 AH6165
 AH6165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6165!SPC LA S     -   1.00000362  x   0.99995257  =   0.99995619
 AH6165!UTM  15      -   1.00000362  x   1.00020006  =   1.00020368
 AH6165
 AH6165                          SUPERSEDED SURVEY CONTROL
 AH6165
 AH6165  ELLIP H (12/17/98)  -23.01   (m)                       GP(       ) 4 2
 AH6165
 AH6165.Superseded values are not recommended for survey control.
 AH6165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6165.See file dsdata.txt to determine how the superseded data were derived.
 AH6165
 AH6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2052074390(NAD 83)
 AH6165_MARKER: DD = SURVEY DISK
 AH6165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6165_STAMPING: BARROW
 AH6165_MARK LOGO: LA-109
 AH6165_PROJECTION: FLUSH
 AH6165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6165+STABILITY: SURFACE MOTION
 AH6165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6165+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6165
 AH6165  HISTORY     - Date     Condition        Report By
 AH6165  HISTORY     - 1995     MONUMENTED       MPHI
 AH6165
 AH6165                          STATION DESCRIPTION
 AH6165
 AH6165'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6165'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6165'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6165'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6165'TRAVEL WEST ON HWY 90 THROUGH INTERSECTION FOR 200 FT (61.0 M) TO
 AH6165'STATION ON RIGHT.  THE STATION IS A 2 INCH DISK SET IN CONCRETE. THE
 AH6165'STATION IS 34.50 FT (10.52 M) NORTHWEST FROM THE CENTERLINE OF BARROW
 AH6165'STREET,  33.50 FT (10.21 M) NORTHEAST OF THE CENTERLINE OF THE CATCH
 AH6165'BASIN, 34.80 FT (10.61 M) SOUTHWEST OF THE POWER POLE, AND 160.80 FT
 AH6165'(49.01 M) SOUTHWEST OF THE CENTERLINE OF HWY 311.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5107 ***********************************************************************
 BJ5107  DESIGNATION -  BARROWZA
 BJ5107  PID         -  BJ5107
 BJ5107  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5107  USGS QUAD   -  LOBDELL (1992)
 BJ5107
 BJ5107                         *CURRENT SURVEY CONTROL
 BJ5107  ___________________________________________________________________
 BJ5107* NAD 83(1992)-  30 29 58.26070(N)    091 17 53.37450(W)     ADJUSTED  
 BJ5107* NAVD 88     -         7.75   (+/-2cm)      25.4    (feet)  VERTCON   
 BJ5107  ___________________________________________________________________
 BJ5107  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ5107  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ5107
 BJ5107  HORZ ORDER  -  FIRST
 BJ5107  VERT ORDER  -  THIRD ? (See Below)
 BJ5107
 BJ5107.The horizontal coordinates were established by classical geodetic methods
 BJ5107.and adjusted by the National Geodetic Survey in January 1993..
 BJ5107
 BJ5107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5107.The vertical order pertains to the NGVD 29 superseded value.
 BJ5107
 BJ5107.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5107
 BJ5107.The geoid height was determined by GEOID03.
 BJ5107
 BJ5107;                    North         East     Units Scale Factor Converg.
 BJ5107;SPC LA S     -   221,638.288 1,003,376.536   MT  0.99996349   +0 01 03.3
 BJ5107;SPC LA S     -   727,158.28  3,291,911.19   sFT  0.99996349   +0 01 03.3
 BJ5107;UTM  15      - 3,375,369.248   663,322.042   MT  0.99992907   +0 51 50.1
 BJ5107
 BJ5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5107!SPC LA S     -   1.00000307  x   0.99996349  =   0.99996656
 BJ5107!UTM  15      -   1.00000307  x   0.99992907  =   0.99993214
 BJ5107
 BJ5107|---------------------------------------------------------------------|
 BJ5107| PID    Reference Object                     Distance      Geod. Az  |
 BJ5107|                                                           dddmmss.s |
 BJ5107| CV9622 BARROWZA RM 1                        25.560 METERS 01651     |
 BJ5107| BJ4750 SCOTTS BLUFF WATER TANK             APPROX.10.1 KM 0743004.4 |
 BJ5107| BJ5026 BATON ROUGE STANDPIPE               APPROX.11.9 KM 1185208.8 |
 BJ5107| CV9623 BARROWZA RM 2                        72.800 METERS 23844     |
 BJ5107| BJ4850 DEVALL                              APPROX. 5.7 KM 3232219.5 |
 BJ5107|---------------------------------------------------------------------|
 BJ5107
 BJ5107                          SUPERSEDED SURVEY CONTROL
 BJ5107
 BJ5107  NAD 83(1986)-  30 29 58.27958(N)    091 17 53.37171(W) AD(       ) 1
 BJ5107  NAD 27      -  30 29 57.59499(N)    091 17 52.97112(W) AD(       ) 1
 BJ5107  NGVD 29 (07/19/86)    7.74   (m)           25.4    (f) LEVELING    3  
 BJ5107
 BJ5107.Superseded values are not recommended for survey control.
 BJ5107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5107.See file dsdata.txt to determine how the superseded data were derived.
 BJ5107
 BJ5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6332275369(NAD 83)
 BJ5107_MARKER: DS = TRIANGULATION STATION DISK
 BJ5107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5107+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 BJ5107
 BJ5107  HISTORY     - Date     Condition        Report By
 BJ5107  HISTORY     - 1929     MONUMENTED       CGS
 BJ5107  HISTORY     - 1937     GOOD             LAGS
 BJ5107  HISTORY     - 1955     GOOD             CGS
 BJ5107  HISTORY     - 1960     GOOD             CGS
 BJ5107  HISTORY     - 1964     GOOD             CGS
 BJ5107  HISTORY     - 20060313 GOOD             AERODA
 BJ5107
 BJ5107                          STATION DESCRIPTION
 BJ5107
 BJ5107'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ5107'ABOUT 8 MILES NW OF BATON ROUGE, AND 2-1/2 MILES S OF CHAMBERLIN,
 BJ5107'ON BARROWZA PLANTATION OWNED BY CATHERINE SUGAR COMPANY OF
 BJ5107'LOBDELL, 3/4 MILE SW OF ROUTE 30, NEAR CROSS ROAD, 32.0 METERS
 BJ5107'(105 FEET) S OF S RAIL OF SPUR TRACK, 25.9 METERS (85 FEET)
 BJ5107'W OF PICKET FENCE, AND 35.0 METERS (115 FEET) SW OF 24-INCH
 BJ5107'CHINABERRY TREE.
 BJ5107'
 BJ5107'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ5107'DISKS SET IN CONCRETE.
 BJ5107'
 BJ5107'REFERENCE MARK NO. 1 IS ACROSS ROAD FROM STATION, 2.6 METERS
 BJ5107'(8.5 FEET) W OF PICKET FENCE, 13.87 METERS (45.5 FEET)
 BJ5107'SW OF SW CORNER OF FIREPLACE OF TENANT HOUSE, AND 25.26 METERS
 BJ5107'(82.9 FEET) FROM STATION N 16 DEG 51 MIN E.
 BJ5107'
 BJ5107'REFERENCE MARK NO. 2 IS 10.0 METERS (33 FEET) S OF S RAIL OF
 BJ5107'SPUR TRACK, 0.6 METER (2 FEET) E OF NE FENCE CORNER OF FENCED
 BJ5107'LOT W OF STATION, AND 72.8 METERS (239 FEET) FROM STATION
 BJ5107'S 58 DEG 44 MIN W.
 BJ5107
 BJ5107                          STATION RECOVERY (1937)
 BJ5107
 BJ5107'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BJ5107'AS ORIGINALLY DESCRIBED, TOGETHER WITH THE FOLLOWING ADDITIONAL
 BJ5107'NOTES--IN AN OPEN PLOT OF GROUND ON THE S SIDE OF THE MAIN
 BJ5107'ROAD OF BARROWZA PLANTATION.  107.8 FEET S FROM THE CENTER
 BJ5107'OF THE TRACK OF THE TEXAS AND PACIFIC RAILROAD SPUR BARROWZA,
 BJ5107'36.8 FEET N FROM THE CENTER OF THE ROAD LEADING TO THE CANE
 BJ5107'LOADING DERRICK, 62.7 FEET W FROM THE CENTER OF A PLANTATION
 BJ5107'ROAD LEADING S FROM THE MAIN PLANTATION ROAD, 51.0 FEET SW FROM
 BJ5107'THE SW CORNER OF A SMALL FRAME BUILDING, 140.7 FEET SE
 BJ5107'FROM THE UPRIGHT POST OF THE CANE LOADING DERRICK.  THE
 BJ5107'MONUMENT IS IN GOOD CONDITION.
 BJ5107'
 BJ5107'TO REACH THE STATION, FOLLOW THE CONCRETE PAVED U.S. HIGHWAYS
 BJ5107'71 AND 190, WNW 1.6 MILES FROM THE GRAVEL ROAD CROSSING AT
 BJ5107'THE MISSOURI PACIFIC RAILROAD STATION AT WESTOVER, TO THE
 BJ5107'MAIN ROAD OF BARROWZA PLANTATION.  THE STATION IS ON THIS
 BJ5107'ROAD 0.2 MILE E FROM THE HIGHWAY.  WESTOVER STATION IS 7.3
 BJ5107'MILES NW ALONG U.S. HIGHWAYS 71 AND 190 FROM THE TEXAS AND
 BJ5107'PACIFIC RAILROAD CROSSING AT PORT ALLEN.
 BJ5107
 BJ5107                          STATION RECOVERY (1955)
 BJ5107
 BJ5107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 BJ5107'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 BJ5107'REFERENCE MARK 1 IS LEANING SLIGHTLY BUT STILL FIRMLY FIXED.
 BJ5107'FOR PRESENT-DAY RECOVERY, DUE TO MANY CHANGES, THE DESCRIPTION
 BJ5107'SHOULD READ AS FOLLOWS--
 BJ5107'
 BJ5107'ABOUT 8 MI. NW OF BATON ROUGE, 2-1/2 MI. S OF CHAMBERLIN,
 BJ5107'ON BARROWZA PLANTATION OWNED BY THE CATHERINE SUGAR COMPANY OF
 BJ5107'LOBDELL, ON THE SE SIDE OF BARROWZA PLANTATION ROAD, 0.2 MI.
 BJ5107'NE OF U.S. HIGHWAY 190, 120 FT. NE OF THE CENTER POLE OF A STEEL
 BJ5107'DERRICK, 94 FT. SE OF THE CENTERLINE OF THE ROAD, 51 FT.
 BJ5107'S-SE OF THE SE CORNER OF A TOOL SHACK, AND 9 FT. NW OF THE
 BJ5107'CENTER OF THE S END OF A 42-FT.-LONG INCLINED CYLINDRICAL
 BJ5107'GASOLINE TANK.
 BJ5107'
 BJ5107'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ5107'DISKS, SET IN CONCRETE.
 BJ5107'
 BJ5107'REFERENCE MARK 1 IS 25.26 M. (82.9 FT.) FROM THE STATION
 BJ5107'N 16 DEG 51 E. 61 FT. SE OF THE CENTERLINE OF THE
 BJ5107'ROAD, 59 FT. NW OF THE N END OF THE TANK MENTIONED, AND 47
 BJ5107'FT. S OF THE FIREPLACE CHIMNEY ON THE S SIDE OF A HOUSE.
 BJ5107'
 BJ5107'REFERENCE MARK 2 IS 72.8 M. (239 FT.) FROM THE STATION
 BJ5107'S 58 DEG 44 MIN W 27 FT. SE OF THE CENTERLINE OF THE
 BJ5107'ROAD, 120 FT. SW OF THE CENTER POLE OF THE DERRICK, AND
 BJ5107'9 FT. NE OF A POWER POLE.
 BJ5107'
 BJ5107'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS AT THE
 BJ5107'INTERSECTION OF U.S. HIGHWAY 190 AND STATE ROUTE 30 N OF THE
 BJ5107'TOWN OF ANCHORAGE, GO W AND NW ALONG U.S. HIGHWAY 190 FOR
 BJ5107'2.8 MI. TO A DIRT ROAD INTERSECTION (BARROWZA PLANTATION ROAD),
 BJ5107'TURN RIGHT (NE) AND GO 0.2 MI. TO THE STATION ON THE RIGHT.
 BJ5107
 BJ5107                          STATION RECOVERY (1960)
 BJ5107
 BJ5107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5107'THE STATION WAS VISITED 1-28-60 AND THE STATION MARK WAS
 BJ5107'FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND 2 WERE
 BJ5107'DESTROYED PRIOR TO THIS DATE.  REFERENCE MARKS NO. 3 AND 4
 BJ5107'WERE ESTABLISHED AT THIS DATE.  NO AZIMUTH MARK WAS ESTABLISHED
 BJ5107'FOR THIS STATION.  THE ORIGINAL DESCRIPTION IS INADEQUATE
 BJ5107'FOR THIS STATION.  A NEW DESCRIPTION FOLLOWS--
 BJ5107'
 BJ5107'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF BATON ROUGE,
 BJ5107'2.5 MILES SOUTH OF CHAMBERLIN, ON THE OLD BARROWZA PLANTATION
 BJ5107'NOW OWNED BY THE ST. CATHERINE SUGAR CO., AT THE NORTH END
 BJ5107'OF A ROW OF TENANT HOUSES AND AT A LOADING CRANE FOR SUGAR
 BJ5107'CANE, AND JUST SOUTH OF THE MOST NORTHERLY HOUSE ON THE EAST
 BJ5107'SIDE OF A NORTH-SOUTH DIRT ROAD, 116 FEET SOUTH OF THE SOUTH
 BJ5107'WALL OF THE HOUSE NORTH OF THE STATION, 94 FEET WEST OF THE
 BJ5107'CENTER OF A NORTH-SOUTH DIRT ROAD RUNNING FROM U.S. HIGHWAY
 BJ5107'190 TO THE LEVEE, 120 FEET NORTH-NORTHEAST OF THE CENTER
 BJ5107'OF THE CRANE FOR LOADING SUGAR CANE, 6.6 FEET WEST OF THE
 BJ5107'WEST END OF THE SOUTH CONCRETE FOUNDATION FOR THE LARGE
 BJ5107'BULK GENEERALGAS TANK, 7.7 FEET WEST OF A METAL WITNESS
 BJ5107'POST, 77.2 FEET SOUTHEAST OF A POWER POLE, 72 FEET
 BJ5107'SOUTH OF A FIELD ROAD LEADING EAST, AND 131 FEET
 BJ5107'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRICK
 BJ5107'CHIMNEY OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED
 BJ5107'BARROWZA 1929, FLUSH WITH THE GROUND.
 BJ5107'
 BJ5107'REFERENCE MARK NO. 3 IS 121.55 FEET WEST OF THE STATION, 28 FEET WEST
 BJ5107'OF A DIRT ROAD, 3 FEET SOUTH OF A BRACE POLE FOR A POWER POLE, 2
 BJ5107'FEET NORTH OF THE NORTH WALL OF AN OLD SHED, 4 FEET NORTHWEST OF THE
 BJ5107'NORTHEAST CORNER OF THE SAME SHED, 3 FEET EAST OF A FENCE
 BJ5107'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 BJ5107'STANDARD DISK, STAMPED BARROWZA NO 3 1929, PROJECTING 6
 BJ5107'INCHES.
 BJ5107'
 BJ5107'REFERENCE MARK NO. 4 IS 95.95 FEET NORTH OF THE STATION, 25
 BJ5107'FEET NORTH OF THE CENTER OF A FIELD ROAD LEADING EAST, 56
 BJ5107'FEET NORTH-NORTHWEST OF THE NORTH END OF A LARGE BULK GENERALGAS
 BJ5107'TANK, 99 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD,
 BJ5107'9 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 BJ5107'HOUSE TO THE NORTH, 1 FOOT SOUTH OF A FENCE LINE AND 1 FOOT
 BJ5107'NORTH OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BJ5107'BARROWZA NO 4 1929, PROJECTING 6 INCHES.
 BJ5107'
 BJ5107'TO REACH THE STATION FROM THE WEST END OF THE MISSISSIPPI
 BJ5107'RIVER BRIDGE ON U.S. HIGHWAY 190 AT THE NORTHWEST EDGE OF
 BJ5107'BATON ROUGE, GO WEST ON U.S. HIGHWAY 190 FOR 5.5 MILES TO
 BJ5107'A SIDE ROAD LEADING NORTH, TURN RIGHT AND GO NORTH FOR 0.25
 BJ5107'MILE TO A FIELD ROAD LEADING EAST AND THE STATION IN THE
 BJ5107'SOUTHEAST ANGLE.
 BJ5107
 BJ5107                          STATION RECOVERY (1964)
 BJ5107
 BJ5107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WHD)
 BJ5107'STATION AND REFERENCE MARKS FOUND IN EXCELLENT CONDITION.
 BJ5107'LIQUID GAS TANK CONSTRUCTED ADJACENT TO AND EAST OF STATION
 BJ5107'OBSCURES STATE CAPITOL AND OTHER AZIMUTH POINTS TO THE EAST.
 BJ5107'
 BJ5107'DESCRIPTION IS ADEQUATE AND STATION MAY BE OCCUPIED.  L.G.S.
 BJ5107'STA. 3061 IS NO LONGER INTERVISIBLE DUE TO CONSTRUCTION OF
 BJ5107'HOUSES ON THE LINE.
 BJ5107
 BJ5107                          STATION RECOVERY (2006)
 BJ5107
 BJ5107'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ5107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2920 ***********************************************************************
 AU2920  DESIGNATION -  BAS 1934
 AU2920  PID         -  AU2920
 AU2920  STATE/COUNTY-  LA/JEFFERSON
 AU2920  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2920
 AU2920                         *CURRENT SURVEY CONTROL
 AU2920  ___________________________________________________________________
 AU2920* NAD 83(1992)-  29 21 46.79908(N)    090 01 52.74047(W)     ADJUSTED  
 AU2920* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2920  **This station is located in a subsidence area (see below).
 AU2920  ___________________________________________________________________
 AU2920  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AU2920  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AU2920
 AU2920  HORZ ORDER  -  THIRD
 AU2920
 AU2920.The horizontal coordinates were established by classical geodetic methods
 AU2920.and adjusted by the National Geodetic Survey in January 1993..
 AU2920
 AU2920 ** The orthometric height has not been validated since last determined
 AU2920 ** by differential leveling and should not be used for control purposes.
 AU2920 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2920 ** area with valid NAVD 88 orthometric heights.
 AU2920 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2920 ** epoch indicated which incorporates improved geoid heights for the
 AU2920 ** Southern Louisiana Subsidence area.
 AU2920 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2920.The orthometric height was scaled from a topographic map.
 AU2920
 AU2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2920
 AU2920.The geoid height was determined by GEOID03.
 AU2920
 AU2920;                    North         East     Units Scale Factor Converg.
 AU2920;SPC LA S     -    96,378.791 1,126,416.944   MT  0.99998726   +0 39 03.7
 AU2920;SPC LA S     -   316,202.75  3,695,586.26   sFT  0.99998726   +0 39 03.7
 AU2920;UTM  15      - 3,251,867.097   788,200.931   MT  1.00062503   +1 27 24.0
 AU2920;UTM  16      - 3,252,023.428   205,715.640   MT  1.00066877   -1 29 14.8
 AU2920
 AU2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2920!SPC LA S     -   1.00000382  x   0.99998726  =   0.99999108
 AU2920!UTM  15      -   1.00000382  x   1.00062503  =   1.00062885
 AU2920!UTM  16      -   1.00000382  x   1.00066877  =   1.00067259
 AU2920
 AU2920                          SUPERSEDED SURVEY CONTROL
 AU2920
 AU2920  NAD 83(1986)-  29 21 46.81305(N)    090 01 52.74871(W) AD(       ) 3
 AU2920  NAD 27      -  29 21 46.00500(N)    090 01 52.48400(W) AD(       ) 3
 AU2920
 AU2920.Superseded values are not recommended for survey control.
 AU2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2920.See file dsdata.txt to determine how the superseded data were derived.
 AU2920
 AU2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8820151867(NAD 83)
 AU2920_MARKER: DD = SURVEY DISK
 AU2920_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2920_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2920
 AU2920  HISTORY     - Date     Condition        Report By
 AU2920  HISTORY     - 1934     MONUMENTED       CGS
 AU2920  HISTORY     - 1940     GOOD             SHELL
 AU2920  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AU2920
 AU2920                          STATION DESCRIPTION
 AU2920
 AU2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2920'ON A LONG POINT IN THE SOUTHWESTERN PART OF CREOLE BAY, ABOUT
 AU2920'30 METERS (100 FEET) FROM THE END OF THE POINT, AND ABOUT 10
 AU2920'METERS (33 FEET) FROM THE NEAREST HIGH WATER MARK TO THE
 AU2920'NE.  THE STATION IS MARKED BY A STANDARD BRONZE HYDROGRAPHIC
 AU2920'DISK SET IN CONCRETE IN THE TOP OF A TILE.
 AU2920
 AU2920                          STATION RECOVERY (1940)
 AU2920
 AU2920'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2920'RECOVERED IN GOOD CONDITION.
 AU2920
 AU2920                          STATION RECOVERY (1953)
 AU2920
 AU2920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2920'STATION DESTROYED.  THE MONUMENT WAS FOUND UNDER WATER 10
 AU2920'FT. OFFSHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0979 ***********************************************************************
 BK0979  DESIGNATION -  BASILE
 BK0979  PID         -  BK0979
 BK0979  STATE/COUNTY-  LA/EVANGELINE
 BK0979  USGS QUAD   -  BASILE (1985)
 BK0979
 BK0979                         *CURRENT SURVEY CONTROL
 BK0979  ___________________________________________________________________
 BK0979* NAD 83(1992)-  30 28 50.43707(N)    092 31 32.90802(W)     ADJUSTED  
 BK0979* NAVD 88     -        14.53   (+/-2cm)      47.7    (feet)  VERTCON   
 BK0979  ___________________________________________________________________
 BK0979  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK0979  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0979
 BK0979  HORZ ORDER  -  FIRST
 BK0979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0979
 BK0979.The horizontal coordinates were established by classical geodetic methods
 BK0979.and adjusted by the National Geodetic Survey in January 1993..
 BK0979
 BK0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0979.The vertical order pertains to the NGVD 29 superseded value.
 BK0979
 BK0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0979
 BK0979.The geoid height was determined by GEOID03.
 BK0979
 BK0979;                    North         East     Units Scale Factor Converg.
 BK0979;SPC LA S     -   220,144.985   885,507.678   MT  0.99996069   -0 35 46.5
 BK0979;SPC LA S     -   722,259.00  2,905,203.11   sFT  0.99996069   -0 35 46.5
 BK0979;UTM  15      - 3,372,145.742   545,512.981   MT  0.99962555   +0 14 25.9
 BK0979
 BK0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0979!SPC LA S     -   1.00000202  x   0.99996069  =   0.99996271
 BK0979!UTM  15      -   1.00000202  x   0.99962555  =   0.99962757
 BK0979
 BK0979|---------------------------------------------------------------------|
 BK0979| PID    Reference Object                     Distance      Geod. Az  |
 BK0979|                                                           dddmmss.s |
 BK0979| BK2859 BASILE RM 3                          26.590 METERS 05228     |
 BK0979| BK2844 EUNICE ANTHONYS CATH CH TWR         APPROX.10.5 KM 0802932.2 |
 BK0979| BK2846 EUNICE AVOYELLES GROCERY CO TK      APPROX.10.9 KM 0805026.8 |
 BK0979| BK2845 EUNICE GULF PUBLIC SERV CO TK       APPROX.10.9 KM 0813308.0 |
 BK0979| BK0980 BASILE RM 1                          47.780 METERS 14155     |
 BK0979| BK2858 EUNICE MICH WISC PIPE MAST          APPROX. 1.7 KM 1632311.8 |
 BK0979| BK2860 EUNICE TEXAS GAS MICROWAVE          APPROX. 2.6 KM 1901349.5 |
 BK0979| CV9626 BASILE RM 2                          44.667 METERS 21514     |
 BK0979| CW2052 LOUISIANA BENCH MARK                               25241     |
 BK0979| BK0978 BASILE AZ MK                                       2674814.4 |
 BK0979| BK3386 BASILE AZ MK 2                      APPROX. 0.7 KM 2695446.5 |
 BK0979| BK2857 BASILE MUNICIPAL TANK               APPROX. 6.8 KM 2702153.8 |
 BK0979| BK3366 1 V 45 RESET                         23.872 METERS 27120     |
 BK0979|---------------------------------------------------------------------|
 BK0979
 BK0979                          SUPERSEDED SURVEY CONTROL
 BK0979
 BK0979  NAD 83(1986)-  30 28 50.45708(N)    092 31 32.90187(W) AD(       ) 1
 BK0979  NAD 27      -  30 28 49.73242(N)    092 31 32.41066(W) AD(       ) 1
 BK0979  NGVD 29 (??/??/??)   14.490  (m)           47.54   (f) ADJUSTED    2 0
 BK0979
 BK0979.Superseded values are not recommended for survey control.
 BK0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0979.See file dsdata.txt to determine how the superseded data were derived.
 BK0979
 BK0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4551372146(NAD 83)
 BK0979_MARKER: DS = TRIANGULATION STATION DISK
 BK0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0979_STAMPING: BASILE 1934 1960
 BK0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0979+STABILITY: SURFACE MOTION
 BK0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0979+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 BK0979
 BK0979  HISTORY     - Date     Condition        Report By
 BK0979  HISTORY     - 1934     MONUMENTED       CGS
 BK0979  HISTORY     - 1959     MARK NOT FOUND   USGS
 BK0979  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BK0979  HISTORY     - 1963     MARK NOT FOUND   LASCC
 BK0979  HISTORY     - 1969     GOOD             LADH
 BK0979  HISTORY     - 1969     GOOD             LADTD
 BK0979  HISTORY     - 1974     GOOD             NGS
 BK0979  HISTORY     - 1974     GOOD             NGS
 BK0979  HISTORY     - 20060306 GOOD             USPSQD
 BK0979
 BK0979                          STATION DESCRIPTION
 BK0979
 BK0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK0979'STATION IS LOCATED ABOUT 6-1/2 MILES SW OF EUNICE, 4 MILES
 BK0979'E OF BASILE.  IN SW CORNER OF SE 1/4 SEC. 36, T 6 S, R 2 W,
 BK0979'AND 60 FEET N OF ACADIA-EVANGELINE PARISH LINE.  ON LAND
 BK0979'OWNED BY LUKE BORDELON.
 BK0979'
 BK0979'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK0979'BRONZE DISKS SET IN CONCRETE.
 BK0979'
 BK0979'REFERENCE MARK NO. 1 IS S OF STATION, 17 METERS S OF CENTER
 BK0979'LINE OF E AND W HIGHWAY, AND ON E AND W FENCE LINE.
 BK0979'
 BK0979'REFERENCE MARK NO. 2 IS SW OF STATION, IN TOP OF CENTER
 BK0979'OF S WING OF CONCRETE BRIDGE PIER.
 BK0979'
 BK0979'AZIMUTH MARK IS 0.6 MILE W OF STATION ON S FENCE LINE AT
 BK0979'BEGINNING OF SLIGHT GRASS-COVERED RISE THROUGH CULTIVATED
 BK0979'FIELD, 15 METERS S OF CENTER LINE OF HIGHWAY.
 BK0979'
 BK0979'LOUISIANA STATE BENCH MARK IS W OF STATION IN TOP CENTER
 BK0979'OF N WING OF CONCRETE BRIDGE PIER, 27.000 METERS (88.58 FEET).
 BK0979'
 BK0979'TO REACH FROM BASILE, GO S TO PARISH LINE, THEN E ON MAIN
 BK0979'HIGHWAY 4 MILES TO STATION.
 BK0979'
 BK0979'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK0979
 BK0979                          STATION RECOVERY (1959)
 BK0979
 BK0979'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BK0979'STATION IS IN DRIVEWAY OF STORE AND COULD NOT LOCATE.
 BK0979'
 BK0979'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 BK0979
 BK0979                          STATION RECOVERY (1960)
 BK0979
 BK0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK0979'THE STATION WAS VISITED 2-2-60 AND THE STATION SURFACE MARK
 BK0979'WAS FOUND DESTROYED.  THE UNDERGROUND MARK WAS FOUND IN
 BK0979'GOOD CONDITION.  THE MEASUREMENTS TO THE REFERENCE MARKS
 BK0979'WERE CHECKED AND REFERENCE MARK NO. 2 FOUND TO BE CORRECT,
 BK0979'REFERENCE MARK NO. 1 WAS FOUND TO BE .05 FOOT LONGER THAN
 BK0979'THE 1934 MEASUREMENT AND THE LOUISIANA BENCH MARK FOUND
 BK0979'TO BE .05 FOOT SHORTER THAN THE 1934 MEASUREMENT.  THE ANGLES
 BK0979'BETWEEN THE REFERENCE MARKS AND THE AZIMUTH MARK CHECKED
 BK0979'FAIRLY CLOSE.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 BK0979'A NEW SURFACE MARK WAS SET OVER THE UNDERGROUND MARK (PLUMB
 BK0979'BOB METHOD) AND LEFT 4 INCHES BELOW THE SURFACE OF THE
 BK0979'GROUND SINCE THE MARK IS NOW IN A DRIVEWAY TO A COUNTRY
 BK0979'STORE.  A NEW DESCRIPTION FOLLOWS--
 BK0979'
 BK0979'THE STATION IS LOCATED ABOUT MILES EAST OF BASILE AND 6.5
 BK0979'MILES WEST OF EUNICE IN THE SOUTHWEST CORNER OF THE SE 1/4
 BK0979'OF SEC. 36, T 6 S., R 2 W. ON THE PROPERTY OWNED BY DR.
 BK0979'B.R. REED OF EUNICE.  IT IS IN THE NORTHEAST ANGLE OF A
 BK0979'CROSSROAD AND IN THE DRIVEWAY OF THE YOUNGS GROCERY STORE
 BK0979'AND LEATHER SHOP.  IT IS 73 FEET NORTH OF THE CENTERLINE
 BK0979'OF U.S. HIGHWAY 190, 110 FEET EAST OF THE CENTER OF A
 BK0979'NORTH-SOUTH GRAVELED ROAD, 39.6 FEET SOUTHEAST OF THE SOUTHEAST
 BK0979'CORNER OF THE STORE, 46.8 FEET SOUTH-SOUTHEAST OF A
 BK0979'2-FOOT SYCAMORE TREE, 55.2 FEET NORTHWEST OF THE NORTHWEST
 BK0979'CORNER OF THE WEST END OF A CONCRETE CULVERT UNDER THE
 BK0979'EAST END OF THE DRIVEWAY TO THE STORE, 20.5 FEET
 BK0979'NORTHWEST OF THE CENTER OF A SINCLAIR GAS SIGN POST,
 BK0979'28.1 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 49.6
 BK0979'FEET EAST OF THE EAST END OF THE CONCRETE ISLAND FOR
 BK0979'THE GAS PUMPS.  IT IS A STANDARD DISK, STAMPED BASILE
 BK0979'1934 1960, 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BK0979'
 BK0979'REFERENCE MARK NO. 1 IS 156.83 FEET SOUTH-SOUTHEAST OF THE
 BK0979'STATION, 51 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 190,
 BK0979'58 FEET WEST OF THE 2ND POLE EAST OF THE CROSSROADS, IN
 BK0979'A FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT
 BK0979'IS A STANDARD DISK, STAMPED BASILE NO 1 1934, PROJECTING
 BK0979'6 INCHES.
 BK0979'
 BK0979'REFERENCE MARK NO. 2 IS 146.54 FEET SOUTHWEST OF THE STATION
 BK0979'IN THE SOUTHEAST ANGLE OF THE CROSSROAD, 47 FEET SOUTH OF
 BK0979'THE CENTERLINE OF U.S. HIGHWAY 190 AND 26 FEET EAST OF THE
 BK0979'CENTERLINE OF THE GRAVELED ROAD.  IT IS A STANDARD DISK,
 BK0979'STAMPED BASILE NO 2 1934, SET IN A DRILL HOLE IN THE TOP
 BK0979'OF THE CENTER OF THE CONCRETE HEADWALL OF A CULVERT UNDER
 BK0979'U.S. HIGHWAY 190.
 BK0979'
 BK0979'LOUISIANA BENCH MARK IS 88.58 FEET WEST OF THE STATION IN
 BK0979'THE NORTHEAST ANGLE OF THE CROSSROAD.  IT IS A 1 INCH COPPER
 BK0979'PIPE SET IN A DRILL HOLE IN THE CENTER OF THE TOP OF THE
 BK0979'CONCRETE HEADWALL OF THE CULVERT UNDER U.S. HIGHWAY 190,
 BK0979'OPPOSITE R.M. NO. 2.  IT IS 47 FEET NORTH OF THE CENTERLINE
 BK0979'OF U.S. HIGHWAY 190, 26 FEET EAST OF THE CENTER OF THE GRAVELED
 BK0979'ROAD AND 5 FEET SOUTH OF A POWER POLE.
 BK0979'
 BK0979'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION ON THE
 BK0979'SOUTH SIDE OF U.S. HIGHWAY 190, 51 FEET SOUTH OF THE CENTER
 BK0979'OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 67.5 FEET EAST
 BK0979'OF THE 3RD POLE EAST OF A PIPELINE CROSSING THE HIGHWAY,
 BK0979'81 FEET EAST OF THE PROJECTED PLANE OF THE UNPAINTED HOUSE
 BK0979'NORTH OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST.
 BK0979'IT IS A STANDARD DISK, STAMPED BASILE AZI 1934, PROJECTING
 BK0979'8 INCHES.
 BK0979'
 BK0979'TO REACH THE STATION FROM THE POST OFFICE IN BASILE, GO
 BK0979'EAST ON STAG STREET FOR 0.15 MILE, TURN RIGHT AND GO 0.3
 BK0979'MILE TO U.S. HIGHWAY 190, TURN LEFT AND GO EAST FOR 3.25
 BK0979'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST FOR
 BK0979'0.6 MILE TO THE CROSSROAD AN THE STATION IN THE NORTHEAST
 BK0979'ANGLE.
 BK0979
 BK0979                          STATION RECOVERY (1963)
 BK0979
 BK0979'RECOVERY NOTE BY LA CONSERVATION COMM 1963
 BK0979'UNABLE TO LOCATE STATION AND R.M. 1 FROM R.M. 2 OR FROM
 BK0979'DESCRIPTION.
 BK0979'
 BK0979'R.M. 2 IN GOOD CONDITION AS DESCRIBED.
 BK0979
 BK0979                          STATION RECOVERY (1969)
 BK0979
 BK0979'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 BK0979'THE STATION WAS VISITED 2/5/69 AND THE STATION MARK, REFERENCE
 BK0979'MARK NO. 1, AZIMUTH MARK AND A LOUISIANA BENCH MARK WERE
 BK0979'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK0979'
 BK0979'THE STATION IS LOCATED 4.00 MILES EAST OF BASILE AND 6.50
 BK0979'MILES WEST OF EUNICE, IN THE SOUTHEAST, 1/4 OF SECTION 36,
 BK0979'T6S, R2W, AND ON PROPERTY OWNED BY DR. B.R. REED OF EUNICE.
 BK0979'IT IS IN THE NORTHEAST ANGLE OF A CROSSROAD.  IT IS 73 FEET
 BK0979'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 110.0 FEET
 BK0979'EAST OF THE CENTERLINE OF A BLACKTOP ROAD LEADING NORTH,
 BK0979'46.8 FEET SOUTH-SOUTHEAST OF A 30 INCH SYCAMORE TREE, 55.2
 BK0979'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WEST END OF
 BK0979'A CONCRETE CULVERT UNDER A DRIVEWAY, 49.6 FEET EAST OF THE
 BK0979'EAST END OF A CONCRETE ISLAND.
 BK0979'
 BK0979'IT IS A STANDARD TRIANGULATION DISC, STAMPED BASILE 1934 1960 AND
 BK0979'IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BK0979'
 BK0979'REFERENCE MARK NO. 1 IS 156.83 FEET SOUTH-SOUTHEAST OF THE
 BK0979'STATION.  IT IS 51 FEET SOUTH OF THE CENTERLINE OF U.S.
 BK0979'HIGHWAY 190, 205.5 FEET EAST OF THE CENTERLINE OF LOUISIANA
 BK0979'HIGHWAY 3068, 0.3 FOOT NORTH OF A BARBED WIRE FENCE, 1.3
 BK0979'FEET SOUTH OF A STEEL WITNESS POST.  IT IS A STANDARD DISC,
 BK0979'STAMPED BASILE NO. 1 1934, PROJECTING 6 INCHES.
 BK0979'
 BK0979'REFERENCE MARK NO. 2 APPARENTLY WAS DESTROYED WHEN THE CONCRETE
 BK0979'HEADWALL IN WHICH IT WAS LOCATED WAS REMOVED DURING THE
 BK0979'RECONSTRUCTION OF LOUISIANA HIGHWAY 3068.
 BK0979'
 BK0979'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION.  IT IS
 BK0979'51.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 3.0
 BK0979'FEET NORTH OF A BARBED WIRE FENCE, 81.0 FEET EAST OF THE
 BK0979'PROJECTED PLANE OF A WOOD FRAME BUILDING NORTH OF THE HIGHWAY,
 BK0979'0.1 MILE EAST OF A CONOCO PIPELINE CROSSING, 1.2 FEET SOUTH
 BK0979'OF A STEEL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK
 BK0979'DISC, STAMPED BASILE AZI 1934, PROJECTING 8 INCHES.
 BK0979'
 BK0979'TO REACH THE STATION FROM THE POST OFFICE IN BASILE, GO
 BK0979'EAST ON STAGG STREET FOR 0.15 MILE, TURN RIGHT AND GO 0.40
 BK0979'MILE TO U.S. HIGHWAY 190, TURN LEFT AND GO EAST FOR 3.40
 BK0979'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST FOR
 BK0979'0.60 MILE TO THE CROSSROAD AND THE STATION IN THE NORTHEAST
 BK0979'ANGLE.
 BK0979'
 BK0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.00 MILES
 BK0979'EAST OF BASILE
 BK0979
 BK0979                          STATION RECOVERY (1969)
 BK0979
 BK0979'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0979'4 MI E FROM BASILE.
 BK0979'ABOUT 4 MILES EAST ALONG U. S. HIGHWAY 190 FROM BASILE, 6.5 MILES WEST
 BK0979'OF EUNICE, IN 1/4 OF SECTION 36, T 6 S, R 2 W, ON PROPERTY OWNED BY
 BK0979'DR. B.R. REED OF EUNICE, IN THE NORTHEAST ANGLE OF A CROSS ROAD, 73
 BK0979'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 110 FEET EAST OF THE
 BK0979'CENTER LINE OF A BLACK TOP ROAD NORTH, 46.8 FEET SOUTH-SOUTHEAST OF A
 BK0979'30 INCH SYCAMORE TREE, 55.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BK0979'THE WEST END OF A CONCRETE CULVERT UNDER A DRIVEWAY, 49.6 FEET EAST OF
 BK0979'THE EAST END OF A CONCRETE ISLAND, SET IN THE TOP OF A CONCRETE POST 4
 BK0979'INCHES BELOW THE SURFACE OF THE GROUND.
 BK0979
 BK0979                          STATION RECOVERY (1974)
 BK0979
 BK0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK0979'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE
 BK0979'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 BK0979'IS BLOCKED AT THIS TIME BY TALL GRASS AND A SMALL HILL.
 BK0979'REFERENCE MARK 2 AND THE BENCH MARK MENTIONED IN THE PREVIOUS
 BK0979'DESCRIPTION HAVE BEEN DESTROYED.  THE TOWER COULD NOT BE
 BK0979'BUILT OVER THE STATION MARK BECAUSE OF THE PROXIMITY OF
 BK0979'POWER LINES.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME
 BK0979'AND THE TOWER WAS BUILT OVER IT.
 BK0979'
 BK0979'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK0979'
 BK0979'THE STATION IS LOCATED 6-1/2 MILES WEST OF EUNICE, 4 MILES
 BK0979'EAST OF BASILE, ON THE NORTH SIDE OF U.S. HIGHWAY 190 AND
 BK0979'ON PROPERTY OWNED BY DR. B.R. REED WHO LIVES IN EUNICE.
 BK0979'
 BK0979'TO REACH THE STATION FROM THE POST OFFICE IN EUNICE, GO
 BK0979'WEST ON U.S. HIGHWAY 190 FOR 4.45 MILES TO A BRIDGE OVER
 BK0979'BAYOU DES CANNES AT THE ACADIA-EVANGELINE PARISH LINE.  CONTINUE
 BK0979'WEST ON HIGHWAY 190 FOR 2.10 MILES TO A FIELD APPROACH ROAD
 BK0979'AND THE STATION ON THE RIGHT AS DESCRIBED.
 BK0979'
 BK0979'STATION MARK, STAMPED BASILE 1934 1960 IS A STANDARD DISK
 BK0979'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES BELOW
 BK0979'THE GROUND SURFACE.  IT IS 81.5 FEET EAST OF A FENCE, 72
 BK0979'FEET NORTH OF THE CENTER OF HIGHWAY 190, 62.5 FEET NORTHWEST
 BK0979'OF THE CENTER OF THE GATE ACROSS THE FIELD APPROACH ROAD,
 BK0979'46.5 FEET SOUTHEAST OF A 24-INCH TREE AND 22 FEET NORTH
 BK0979'OF A FENCE.
 BK0979'
 BK0979'REFERENCE MARK 1, STAMPED BASILE NO 1 1934 IS A STANDARD
 BK0979'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BK0979'FLUSH WITH THE GROUND SURFACE.  IT IS 51.5 FEET SOUTH OF
 BK0979'THE CENTER OF HIGHWAY 190, 1.5 FEET SOUTH OF A METAL WITNESS
 BK0979'POST AND 1 FOOT NORTH OF A FENCE.
 BK0979'
 BK0979'REFERENCE MARK 3, STAMPED BASILE 1934 NO 3 1974 IS A STANDARD
 BK0979'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 BK0979'BELOW THE GROUND SURFACE.  AN UNDERGROUND DISK WAS SET ABOUT
 BK0979'42 INCHES BELOW THE GROUND SURFACE.  IT IS 151 FEET EAST
 BK0979'OF A FENCE, 126.5 FEET NORTH OF THE CENTER OF HIGHWAY 190,
 BK0979'89 FEET EAST OF A 24-INCH TREE AND 76 FEET NORTH OF A FENCE.
 BK0979'
 BK0979'AZIMUTH MARK, STAMPED BASILE AZI 1934 IS A STANDARD DISK
 BK0979'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BK0979'WITH THE GROUND SURFACE.  IT IS 109 FEET WEST OF A POWER
 BK0979'POLE, 51 FEET SOUTH OF THE CENTER OF HIGHWAY 190, 3 FEET
 BK0979'NORTH OF A FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 BK0979'
 BK0979'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 BK0979'190 FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 BK0979'
 BK0979'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK0979'
 BK0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BK0979'EAST OF BASILE
 BK0979
 BK0979                          STATION RECOVERY (1974)
 BK0979
 BK0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0979'RECOVERED IN GOOD CONDITION.
 BK0979
 BK0979                          STATION RECOVERY (2006)
 BK0979
 BK0979'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 BK0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0978 ***********************************************************************
 BK0978  DESIGNATION -  BASILE AZ MK
 BK0978  PID         -  BK0978
 BK0978  STATE/COUNTY-  LA/EVANGELINE
 BK0978  USGS QUAD   -  BASILE (1985)
 BK0978
 BK0978                         *CURRENT SURVEY CONTROL
 BK0978  ___________________________________________________________________
 BK0978* NAD 83(1986)-  30 28 48.     (N)    092 32 07.     (W)     SCALED    
 BK0978* NAVD 88     -        13.10   (+/-2cm)      43.0    (feet)  VERTCON   
 BK0978  ___________________________________________________________________
 BK0978  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0978
 BK0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0978
 BK0978.The horizontal coordinates were scaled from a topographic map and have
 BK0978.an estimated accuracy of +/- 6 seconds.
 BK0978
 BK0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0978.The vertical order pertains to the NGVD 29 superseded value.
 BK0978
 BK0978.The geoid height was determined by GEOID03.
 BK0978
 BK0978;                    North         East    Units  Estimated Accuracy
 BK0978;SPC LA S     -   220,080.      884,600.      MT  (+/- 180 meters Scaled)
 BK0978
 BK0978                          SUPERSEDED SURVEY CONTROL
 BK0978
 BK0978  NGVD 29 (??/??/??)   13.053  (m)           42.82   (f) ADJUSTED    2 0
 BK0978
 BK0978.Superseded values are not recommended for survey control.
 BK0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0978.See file dsdata.txt to determine how the superseded data were derived.
 BK0978
 BK0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP446720(NAD 83)
 BK0978_MARKER: DZ = AZIMUTH MARK DISK
 BK0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0978_STAMPING: BASILE AZI 1934
 BK0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0978+STABILITY: SURFACE MOTION
 BK0978
 BK0978  HISTORY     - Date     Condition        Report By
 BK0978  HISTORY     - 1934     MONUMENTED       CGS
 BK0978  HISTORY     - 1969     GOOD             LADTD
 BK0978  HISTORY     - 1974     GOOD             NGS
 BK0978  HISTORY     - 20060118 MARK NOT FOUND   JCLS
 BK0978
 BK0978                          STATION DESCRIPTION
 BK0978
 BK0978'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0978'3.4 MI E FROM BASILE.
 BK0978'ABOUT 3.4 MILES EAST ALONG U. S. HIGHWAY 190 FROM BASILE, 7.1 MILES
 BK0978'WEST OF EUNICE, 0.6 MILE WEST OF THE STATION, 81 FEET EAST OF THE
 BK0978'PROJECTED PLANE OF A WOOD-FRAME BUILDING NORTH OF THE HIGHWAY, 51 FEET
 BK0978'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A BARB WIRE
 BK0978'FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 0.1 MILE EAST OF
 BK0978'THE CROSSING OF A CONOCO OIL COMPANY PIPE LINE, SET IN THE TOP OF A
 BK0978'CONCRETE POST PROJECTING 8 INCHES.
 BK0978
 BK0978                          STATION RECOVERY (1974)
 BK0978
 BK0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0978'RECOVERED IN GOOD CONDITION.
 BK0978
 BK0978                          STATION RECOVERY (2006)
 BK0978
 BK0978'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BK0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2857 ***********************************************************************
 BK2857  DESIGNATION -  BASILE MUNICIPAL TANK
 BK2857  PID         -  BK2857
 BK2857  STATE/COUNTY-  LA/EVANGELINE
 BK2857  USGS QUAD   -  BASILE (1985)
 BK2857
 BK2857                         *CURRENT SURVEY CONTROL
 BK2857  ___________________________________________________________________
 BK2857* NAD 83(1992)-  30 28 51.76794(N)    092 35 46.56003(W)     ADJUSTED  
 BK2857* NAVD 88     -                                                        
 BK2857  ___________________________________________________________________
 BK2857  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BK2857  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2857
 BK2857  HORZ ORDER  -  THIRD
 BK2857
 BK2857.The horizontal coordinates were established by classical geodetic methods
 BK2857.and adjusted by the National Geodetic Survey in January 1993..
 BK2857
 BK2857
 BK2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2857
 BK2857.The geoid height was determined by GEOID03.
 BK2857
 BK2857;                    North         East     Units Scale Factor Converg.
 BK2857;SPC LA S     -   220,258.444   878,743.469   MT  0.99996075   -0 37 53.3
 BK2857;SPC LA S     -   722,631.25  2,883,010.86   sFT  0.99996075   -0 37 53.3
 BK2857;UTM  15      - 3,372,160.428   538,750.129   MT  0.99961852   +0 12 17.3
 BK2857
 BK2857                          SUPERSEDED SURVEY CONTROL
 BK2857
 BK2857  NAD 83(1986)-  30 28 51.78798(N)    092 35 46.55378(W) AD(       ) 4
 BK2857  NAD 27      -  30 28 51.08000(N)    092 35 46.05000(W) AD(       ) 3
 BK2857
 BK2857.Superseded values are not recommended for survey control.
 BK2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2857.See file dsdata.txt to determine how the superseded data were derived.
 BK2857
 BK2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3875072160(NAD 83)
 BK2857_MARKER: 53 = ELEVATED TANK
 BK2857
 BK2857  HISTORY     - Date     Condition        Report By
 BK2857  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2857  HISTORY     - 1960     GOOD             CGS
 BK2857  HISTORY     - 1974     GOOD             NGS
 BK2857  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BK2857
 BK2857                          STATION DESCRIPTION
 BK2857
 BK2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2857'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 BK2857'
 BK2857'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF BASILE,
 BK2857'ABOUT 100 YARDS EAST OF THE RAILROAD STATION AND IN THE NORTHEAST
 BK2857'ANGLE OF THE CROSSROAD, 75 FEET NORTH OF THE CENTER OF E.
 BK2857'RAILROAD STREET, AND 100 FEET EAST OF S. FUSELIER AVE.  IT
 BK2857'IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS
 BK2857'TOP.  IT IS ABOUT 130 FEET HIGH.
 BK2857
 BK2857                          STATION RECOVERY (1974)
 BK2857
 BK2857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2857'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED IN 1960 BY
 BK2857'C.R.R.
 BK2857'
 BK2857'NOTE--THE OLD DATA STATES THAT THE OLD POSITION WAS COMPUTED
 BK2857'FROM A NO-CHECK TRIANGLE.  THE 1974 POSITION DID NOT CHECK THE
 BK2857'PUBLISHED POSITION.  THIS TANK WAS DEFINATELY IDENTIFIED
 BK2857'AS BASILE MUN TANK.
 BK2857'
 BK2857'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BASILE
 BK2857
 BK2857                          STATION RECOVERY (2004)
 BK2857
 BK2857'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2857'MARK NOT FOUND.  THE TANK NO LONGER EXISTS ACCORDING TO A LOCAL
 BK2857'RESIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2868 ***********************************************************************
 BK2868  DESIGNATION -  BASILE MUNICIPAL TANK
 BK2868  PID         -  BK2868
 BK2868  STATE/COUNTY-  LA/EVANGELINE
 BK2868  USGS QUAD   -  BASILE (1985)
 BK2868
 BK2868                         *CURRENT SURVEY CONTROL
 BK2868  ___________________________________________________________________
 BK2868* NAD 83(1992)-  30 29 04.78133(N)    092 35 38.41149(W)     ADJUSTED  
 BK2868* NAVD 88     -                                                        
 BK2868  ___________________________________________________________________
 BK2868  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BK2868  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2868
 BK2868  HORZ ORDER  -  THIRD
 BK2868
 BK2868.The horizontal coordinates were established by classical geodetic methods
 BK2868.and adjusted by the National Geodetic Survey in January 1993..
 BK2868
 BK2868
 BK2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2868
 BK2868.The geoid height was determined by GEOID03.
 BK2868
 BK2868;                    North         East     Units Scale Factor Converg.
 BK2868;SPC LA S     -   220,656.754   878,965.190   MT  0.99996128   -0 37 49.3
 BK2868;SPC LA S     -   723,938.03  2,883,738.29   sFT  0.99996128   -0 37 49.3
 BK2868;UTM  15      - 3,372,561.794   538,965.939   MT  0.99961873   +0 12 21.5
 BK2868
 BK2868                          SUPERSEDED SURVEY CONTROL
 BK2868
 BK2868  NAD 83(1986)-  30 29 04.80156(N)    092 35 38.40504(W) AD(       ) 4
 BK2868  NAD 27      -  30 29 04.07829(N)    092 35 37.90400(W) AD(       ) 3
 BK2868
 BK2868.Superseded values are not recommended for survey control.
 BK2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2868.See file dsdata.txt to determine how the superseded data were derived.
 BK2868
 BK2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3896672562(NAD 83)
 BK2868
 BK2868  HISTORY     - Date     Condition        Report By
 BK2868  HISTORY     - UNK      MONUMENTED
 BK2868  HISTORY     - 1974     GOOD             NGS
 BK2868  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BK2868
 BK2868                          STATION DESCRIPTION
 BK2868
 BK2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2868'THE STATION IS THE TOP CENTER OF THE BASILE MUNICIPAL WATER TANK,
 BK2868'LOCATED IN THE APPROXIMATE CENTER OF BASILE, ABOUT 100 YARDS EAST OF
 BK2868'THE RAILROAD DEPOT, ALONG THE SOUTH SIDE OF THE TRACKS AND IN THE
 BK2868'NORTHEAST ANGLE OF THE INTERSECTION OF EAST RAILROAD STREET AND
 BK2868'SOUTH FUSELIER AVENUE.  IT IS A 4 LEGGED STEEL STRUCTURE, WITH A
 BK2868'CONICAL SHAPED TANK, PAINTED SILVER AND IS ABOUT 130 FEET HIGH.
 BK2868
 BK2868                          STATION RECOVERY (2004)
 BK2868
 BK2868'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2868'MARK NOT FOUND.  THE TANK NO LONGER EXISTS ACCORDING TO A LOCAL
 BK2868'RESIDENT. THE FOUNDATION STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0980 ***********************************************************************
 BK0980  DESIGNATION -  BASILE RM 1
 BK0980  PID         -  BK0980
 BK0980  STATE/COUNTY-  LA/EVANGELINE
 BK0980  USGS QUAD   -  BASILE (1985)
 BK0980
 BK0980                         *CURRENT SURVEY CONTROL
 BK0980  ___________________________________________________________________
 BK0980* NAD 83(1992)-  30 28 49.21568(N)    092 31 31.80327(W)     ADJUSTED  
 BK0980* NAVD 88     -        14.83   (+/-2cm)      48.7    (feet)  VERTCON   
 BK0980  ___________________________________________________________________
 BK0980  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK0980  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0980
 BK0980  HORZ ORDER  -  THIRD
 BK0980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0980
 BK0980.The horizontal coordinates were established by classical geodetic methods
 BK0980.and adjusted by the National Geodetic Survey in January 1993..
 BK0980.No horizontal observational check was made to the station.
 BK0980
 BK0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0980.The vertical order pertains to the NGVD 29 superseded value.
 BK0980
 BK0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0980
 BK0980.The geoid height was determined by GEOID03.
 BK0980
 BK0980;                    North         East     Units Scale Factor Converg.
 BK0980;SPC LA S     -   220,107.070   885,536.749   MT  0.99996064   -0 35 46.0
 BK0980;SPC LA S     -   722,134.61  2,905,298.48   sFT  0.99996064   -0 35 46.0
 BK0980;UTM  15      - 3,372,108.268   545,542.594   MT  0.99962559   +0 14 26.5
 BK0980
 BK0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0980!SPC LA S     -   1.00000197  x   0.99996064  =   0.99996261
 BK0980!UTM  15      -   1.00000197  x   0.99962559  =   0.99962756
 BK0980
 BK0980                          SUPERSEDED SURVEY CONTROL
 BK0980
 BK0980  NAD 83(1986)-  30 28 49.23568(N)    092 31 31.79711(W) AD(       ) 3
 BK0980  NGVD 29 (??/??/??)   14.788  (m)           48.52   (f) ADJUSTED    2 0
 BK0980
 BK0980.Superseded values are not recommended for survey control.
 BK0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0980.See file dsdata.txt to determine how the superseded data were derived.
 BK0980
 BK0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4554372108(NAD 83)
 BK0980_MARKER: DR = REFERENCE MARK DISK
 BK0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0980_STAMPING: BASILE NO 1 1934
 BK0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0980+STABILITY: SURFACE MOTION
 BK0980
 BK0980  HISTORY     - Date     Condition        Report By
 BK0980  HISTORY     - 1934     MONUMENTED       CGS
 BK0980  HISTORY     - 1969     GOOD             LADTD
 BK0980  HISTORY     - 1974     GOOD             NGS
 BK0980  HISTORY     - 20060118 MARK NOT FOUND   JCLS
 BK0980
 BK0980                          STATION DESCRIPTION
 BK0980
 BK0980'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0980'4 MI E FROM BASILE.
 BK0980'ABOUT 4 MILES EAST ALONG U. S. HIGHWAY 190 FROM BASILE, 6.5 MILES WEST
 BK0980'OF EUNICE, 156.83 FEET SOUTH-SOUTHEAST OF THE STATION, 205.5 FEET EAST
 BK0980'OF THE CENTER LINE OF STATE HIGHWAY 3068, 51 FEET SOUTH OF THE CENTER
 BK0980'LINE OF THE HIGHWAY, 0.3 FOOT NORTH OF A WIRE FENCE, 1.3 FEET SOUTH OF
 BK0980'A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BK0980'INCHES.
 BK0980
 BK0980                          STATION RECOVERY (1974)
 BK0980
 BK0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0980'RECOVERED IN GOOD CONDITION.
 BK0980
 BK0980                          STATION RECOVERY (2006)
 BK0980
 BK0980'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BK0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2859 ***********************************************************************
 BK2859  DESIGNATION -  BASILE RM 3
 BK2859  PID         -  BK2859
 BK2859  STATE/COUNTY-  LA/EVANGELINE
 BK2859  USGS QUAD   -  BASILE (1985)
 BK2859
 BK2859                         *CURRENT SURVEY CONTROL
 BK2859  ___________________________________________________________________
 BK2859* NAD 83(1992)-  30 28 50.96318(N)    092 31 32.11750(W)     ADJUSTED  
 BK2859* NAVD 88     -        14.56   (+/-2cm)      47.8    (feet)  VERTCON   
 BK2859  ___________________________________________________________________
 BK2859  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK2859  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2859
 BK2859  HORZ ORDER  -  FIRST
 BK2859  VERT ORDER  -  THIRD ? (See Below)
 BK2859
 BK2859.The horizontal coordinates were established by classical geodetic methods
 BK2859.and adjusted by the National Geodetic Survey in January 1993..
 BK2859
 BK2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2859.The vertical order pertains to the NGVD 29 superseded value.
 BK2859
 BK2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2859
 BK2859.The geoid height was determined by GEOID03.
 BK2859
 BK2859;                    North         East     Units Scale Factor Converg.
 BK2859;SPC LA S     -   220,160.966   885,528.929   MT  0.99996071   -0 35 46.1
 BK2859;SPC LA S     -   722,311.44  2,905,272.83   sFT  0.99996071   -0 35 46.1
 BK2859;UTM  15      - 3,372,162.026   545,533.990   MT  0.99962558   +0 14 26.3
 BK2859
 BK2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2859!SPC LA S     -   1.00000201  x   0.99996071  =   0.99996272
 BK2859!UTM  15      -   1.00000201  x   0.99962558  =   0.99962759
 BK2859
 BK2859:                Primary Azimuth Mark                     Grid Az
 BK2859:SPC LA S     -  EUNICE MICH WISC PIPE MAST               164 49 46.0
 BK2859:UTM  15      -  EUNICE MICH WISC PIPE MAST               163 59 33.6
 BK2859
 BK2859|---------------------------------------------------------------------|
 BK2859| PID    Reference Object                     Distance      Geod. Az  |
 BK2859|                                                           dddmmss.s |
 BK2859| BK2858 EUNICE MICH WISC PIPE MAST          APPROX. 1.7 KM 1641359.9 |
 BK2859| BK0980 BASILE RM 1                          54.462 METERS 17109     |
 BK2859| BK2860 EUNICE TEXAS GAS MICROWAVE          APPROX. 2.6 KM 1903735.5 |
 BK2859| BK0979 BASILE                               26.590 METERS 23228     |
 BK2859| BK0978 BASILE AZ MK                                       2665320.2 |
 BK2859| BK2868 BASILE MUNICIPAL TANK               APPROX. 6.6 KM 2734325.3 |
 BK2859|---------------------------------------------------------------------|
 BK2859
 BK2859                          SUPERSEDED SURVEY CONTROL
 BK2859
 BK2859  NAD 83(1986)-  30 28 50.98332(N)    092 31 32.11112(W) AD(       ) 1
 BK2859  NAD 27      -  30 28 50.25853(N)    092 31 31.62015(W) AD(       ) 1
 BK2859  NGVD 29 (07/19/86)   14.52   (m)           47.6    (f) LEVELING    3  
 BK2859
 BK2859.Superseded values are not recommended for survey control.
 BK2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2859.See file dsdata.txt to determine how the superseded data were derived.
 BK2859
 BK2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4553472162(NAD 83)
 BK2859_MARKER: DR = REFERENCE MARK DISK
 BK2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2859
 BK2859  HISTORY     - Date     Condition        Report By
 BK2859  HISTORY     - 1974     MONUMENTED       NGS
 BK2859
 BK2859                          STATION DESCRIPTION
 BK2859
 BK2859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2859'THE STATION IS LOCATED 6-1/2 MILES WEST OF EUNICE, 4 MILES EAST OF
 BK2859'BASILE, ON THE NORTH SIDE OF U. S. HIGHWAY 190 AND ON PROPERTY OWNED
 BK2859'BY DR. B. R. REED WHO LIVES IN EUNICE.
 BK2859'
 BK2859'TO REACH THE STATION FROM THE POST OFFICE IN EUNICE, GO WEST ON
 BK2859'U. S. HIGHWAY 190 FOR 4.45 MILES TO A BRIDGE OVER BAYOU DES CANNES
 BK2859'AT THE ACADIA-EVANGELINE PARISH LINE.  CONTINUE WEST ON HIGHWAY 190
 BK2859'FOR 2.10 MILES TO A FIELD APPROACH ROAD AND THE STATION ON THE
 BK2859'RIGHT AS DESCRIBED.
 BK2859'
 BK2859'REFERENCE MARK 3 (NEW STATION), STAMPED BASILE 1934 NO 3 1974 IS A
 BK2859'STANDARD DISK SET IN A ROUND CONCRETE MONUMENT 12 INCHES BELOW THE
 BK2859'GROUND SURFACE.  AN UNDERGROUND DISK WAS SET ABOUT 42 INCHES BELOW
 BK2859'THE GROUND SURFACE.  IT IS 151 FEET EAST OF A FENCE, 126.5 FEET
 BK2859'NORTH OF THE CENTER OF HIGHWAY 190, 89 FEET EAST OF A 24-INCH TREE
 BK2859'AND 76 FEET NORTH OF A FENCE.
 BK2859'
 BK2859'OLD STATION MARK, STAMPED BASILE 1934 1960 IS A STANDARD DISK SET IN
 BK2859'A SQUARE CONCRETE MONUMENT 8 INCHES BELOW THE GROUND SURFACE.  IT IS
 BK2859'81.5 FEET EAST OF A FENCE, 72 FEET NORTH OF THE CENTER OF HIGHWAY
 BK2859'190, 62.5 FEET NORTHWEST OF THE CENTER OF THE GATE ACROSS THE
 BK2859'FIELD APPROACH ROAD, 46.5 FEET SOUTHEAST OF A 24-INCH TREE AND 22
 BK2859'FEET NORTH OF A FENCE.
 BK2859'
 BK2859'REFERENCE MARK 1, STAMPED BASILE NO 1 1934 IS A STANDARD DISK SET IN
 BK2859'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 BK2859'IS 51.5 FEET SOUTH OF THE CENTER OF HIGHWAY 190, 1.5 FEET SOUTH OF
 BK2859'A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 BK2859'
 BK2859'AZIMUTH MARK, STAMPED BASILE AZI 1934 IS A STANDARD DISK SET IN A
 BK2859'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 BK2859'IS 109 FEET WEST OF A POWER POLE, 51 FEET SOUTH OF THE CENTER OF
 BK2859'HIGHWAY 190, 3 FEET NORTH OF A FENCE AND 1.5 FEET SOUTH OF A METAL
 BK2859'WITNESS POST.
 BK2859'
 BK2859'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 190
 BK2859'FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 BK2859'
 BK2859'NEAREST TOWN--BASILE.
 BK2859'
 BK2859'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3015 ***********************************************************************
 CP3015  DESIGNATION -  BASKIN GAS CO MICROWV KKE 69
 CP3015  PID         -  CP3015
 CP3015  STATE/COUNTY-  LA/FRANKLIN
 CP3015  USGS QUAD   -  WINNSBORO (1983)
 CP3015
 CP3015                         *CURRENT SURVEY CONTROL
 CP3015  ___________________________________________________________________
 CP3015* NAD 83(1992)-  32 14 45.22744(N)    091 44 10.89887(W)     ADJUSTED  
 CP3015* NAVD 88     -                                                        
 CP3015  ___________________________________________________________________
 CP3015  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CP3015  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP3015
 CP3015  HORZ ORDER  -  THIRD
 CP3015
 CP3015.The horizontal coordinates were established by classical geodetic methods
 CP3015.and adjusted by the National Geodetic Survey in May 1994..
 CP3015
 CP3015
 CP3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3015
 CP3015.The geoid height was determined by GEOID03.
 CP3015
 CP3015;                    North         East     Units Scale Factor Converg.
 CP3015;SPC LA N     -   193,831.039 1,071,959.870   MT  0.99993109   +0 24 13.5
 CP3015;SPC LA N     -   635,927.33  3,516,921.67   sFT  0.99993109   +0 24 13.5
 CP3015;UTM  15      - 3,568,392.470   619,042.023   MT  0.99977475   +0 40 27.5
 CP3015
 CP3015                          SUPERSEDED SURVEY CONTROL
 CP3015
 CP3015  NAD 83(1992)-  32 14 45.22742(N)    091 44 10.89903(W) AD(       ) 4
 CP3015  NAD 83(1986)-  32 14 45.24220(N)    091 44 10.88959(W) AD(       ) 4
 CP3015  NAD 27      -  32 14 44.70246(N)    091 44 10.43745(W) AD(       ) 3
 CP3015
 CP3015.Superseded values are not recommended for survey control.
 CP3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3015.See file dsdata.txt to determine how the superseded data were derived.
 CP3015
 CP3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1904268392(NAD 83)
 CP3015_MARKER: 45 = MICROWAVE TOWER
 CP3015
 CP3015  HISTORY     - Date     Condition        Report By
 CP3015  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP3015
 CP3015                          STATION DESCRIPTION
 CP3015
 CP3015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3015'THE TRUNKLINE GAS COMPANY MICROWAVE TOWER IS LOCATED ABOUT
 CP3015'1 MILE SOUTH-SOUTHEAST OF BASKIN AND 0.4 MILE EAST OF STATE
 CP3015'HIGHWAY 15 AND 200 YARDS SOUTH OF STATE HIGHWAY 577.
 CP3015'
 CP3015'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 577,
 CP3015'ABOUT 1 MILE SOUTH OF BASKIN, GO EAST ON HIGHWAY 577 FOR
 CP3015'0.4 MILE TO THE MAST ON THE RIGHT.
 CP3015'
 CP3015'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSS SECTION, PAINTED
 CP3015'ALTERNATELY RED AND WHITE, 229 FEET HIGH AND HAS TWO
 CP3015'DISH-TYPE ANTENNAE AND A RED LIGHT AT THE TOP.  POINT
 CP3015'INTERSECTED WAS THE RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1221 ***********************************************************************
 AT1221  DESIGNATION -  BASSA
 AT1221  PID         -  AT1221
 AT1221  STATE/COUNTY-  LA/JEFFERSON
 AT1221  USGS QUAD   -  BARATARIA PASS (1993)
 AT1221
 AT1221                         *CURRENT SURVEY CONTROL
 AT1221  ___________________________________________________________________
 AT1221* NAD 83(1992)-  29 20 24.86600(N)    089 59 44.46312(W)     ADJUSTED  
 AT1221* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AT1221  **This station is located in a subsidence area (see below).
 AT1221  ___________________________________________________________________
 AT1221  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AT1221  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AT1221
 AT1221  HORZ ORDER  -  SECOND
 AT1221
 AT1221.The horizontal coordinates were established by classical geodetic methods
 AT1221.and adjusted by the National Geodetic Survey in January 1993..
 AT1221
 AT1221 ** The orthometric height has not been validated since last determined
 AT1221 ** by differential leveling and should not be used for control purposes.
 AT1221 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1221 ** area with valid NAVD 88 orthometric heights.
 AT1221 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1221 ** epoch indicated which incorporates improved geoid heights for the
 AT1221 ** Southern Louisiana Subsidence area.
 AT1221 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1221
 AT1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1221
 AT1221.The geoid height was determined by GEOID03.
 AT1221
 AT1221;                    North         East     Units Scale Factor Converg.
 AT1221;SPC LA S     -    93,896.173 1,129,905.919   MT  0.99999173   +0 40 07.8
 AT1221;SPC LA S     -   308,057.69  3,707,033.00   sFT  0.99999173   +0 40 07.8
 AT1221;UTM  16      - 3,249,410.630   209,111.827   MT  1.00064424   -1 28 08.0
 AT1221;UTM  15      - 3,249,432.164   791,726.724   MT  1.00065027   +1 28 23.3
 AT1221
 AT1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1221!SPC LA S     -   1.00000349  x   0.99999173  =   0.99999522
 AT1221!UTM  16      -   1.00000349  x   1.00064424  =   1.00064773
 AT1221!UTM  15      -   1.00000349  x   1.00065027  =   1.00065376
 AT1221
 AT1221:                Primary Azimuth Mark                     Grid Az
 AT1221:SPC LA S     -  BASSA 1955 AZ MK 2                       074 15 38.6
 AT1221:UTM  16      -  BASSA 1955 AZ MK 2                       076 23 54.4
 AT1221:UTM  15      -  BASSA 1955 AZ MK 2                       073 27 23.1
 AT1221
 AT1221|---------------------------------------------------------------------|
 AT1221| PID    Reference Object                     Distance      Geod. Az  |
 AT1221|                                                           dddmmss.s |
 AT1221| AT1227 BASSA 1955 AZ MK 2                  APPROX. 1.0 KM 0745546.4 |
 AT1221| DD6288 BASSA RM 1                           23.268 METERS 09140     |
 AT1221| DD6290 BASSA RM 3                           18.595 METERS 09259     |
 AT1221| AT1207 GRAND ISLE CATC MICROWAVE MAST      APPROX. 9.7 KM 1615905.9 |
 AT1221| AT1215 GRAND ISLE HUMBLE COMMUN TOWER      APPROX. 9.8 KM 1633722.4 |
 AT1221| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX.11.1 KM 1714418.3 |
 AT1221| DD6287 BASSA AZ MK 2                                      2914521.2 |
 AT1221| DD6289 BASSA RM 2                           17.968 METERS 35503     |
 AT1221|---------------------------------------------------------------------|
 AT1221
 AT1221                          SUPERSEDED SURVEY CONTROL
 AT1221
 AT1221  NAD 83(1986)-  29 20 24.87950(N)    089 59 44.47159(W) AD(       ) 2
 AT1221  NAD 27      -  29 20 24.07400(N)    089 59 44.21400(W) AD(       ) 2
 AT1221  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 AT1221
 AT1221.Superseded values are not recommended for survey control.
 AT1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1221.See file dsdata.txt to determine how the superseded data were derived.
 AT1221
 AT1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT0911249411(NAD 83)
 AT1221_MARKER: DS = TRIANGULATION STATION DISK
 AT1221_SETTING: 0 = UNSPECIFIED SETTING
 AT1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1221
 AT1221  HISTORY     - Date     Condition        Report By
 AT1221  HISTORY     - 1955     MONUMENTED       CGS
 AT1221  HISTORY     - 1966     GOOD             CGS
 AT1221  HISTORY     - 1971     GOOD             USGS
 AT1221
 AT1221                          STATION DESCRIPTION
 AT1221
 AT1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1221'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF THE TOWN OF GRAND
 AT1221'ISLE, 0.7 MILE SOUTH OF
 AT1221'BASSA BASSA BAY AND 0.5 MILE NORTH-NORTHWEST OF THE TIP OF LAND
 AT1221'THAT EXTENDS SOUTH BETWEEN WEST
 AT1221'CHAMPAGNE BAY AND EAST CHAMPAGNE BAY, NEAR THE
 AT1221'CENTER OF THE SOUTH SIDE OF SEC. 14, R 24 E, T 20
 AT1221'S.  IT IS AT THE NORTHWEST CORNER
 AT1221'OF WEST CHAMPAGNE BAY AND ON A POINT OF LAND FORMED BY AN EAST-WEST
 AT1221'CANAL AND A BAYOU THAT
 AT1221'LEADS NORTHERLY.  THE CANAL JOINS THE CHAMPAGNE BAYS.
 AT1221'
 AT1221'THE STATION MARK, 260 FEET NORTHEAST OF THE SHORELINE OF THE BAYOU,
 AT1221'80 FEET NORTH OF THE
 AT1221'NORTH BANK OF THE CANAL, AND 2 FEET EAST OF A BLACK WITNESS POST,
 AT1221'IS A STANDARD DISK SET IN THE
 AT1221'TOP OF A CONCRETE FILLED ORANGEBURG SEWER PIPE, 8
 AT1221'FEET LONG AND PROJECTING 3 FEET ABOVE THE GROUND
 AT1221'LEVEL.  THE DISK IS STAMPED
 AT1221'BASSA 1955.  THE GROUND LEVEL AT THE STATION IS APPROXIMATELY 1.5
 AT1221'FEET ABOVE THE HIGH WATER LINE.
 AT1221'
 AT1221'REFERENCE MARK NO. 1 EAST OF THE STATION, IS 80 FEET NORTH OF THE
 AT1221'CANAL BANK.  A STANDARD
 AT1221'DISK STAMPED BASSA NO 1 1955, SET IN THE TOP OF A CONCRETE FILLED
 AT1221'ORANGEBURG SEWER PIPE 8 FEET
 AT1221'LONG AND PROJECTING 3 FEET ABOVE THE GROUND SURFACE,
 AT1221'
 AT1221'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS A STANDARD DISK
 AT1221'STAMPED BASSA NO 2 1955,
 AT1221'SET IN THE TOP OF A CONCRETE FILLED ORANGEBURG SEWER PIPE 8 FEET LONG
 AT1221'AND PROJECTING 3 FEET ABOVE THE GROUND SURFACE.
 AT1221'
 AT1221'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE WEST-NORTHWEST OF THE
 AT1221'STATION, IS 0.15 MILE
 AT1221'NORTH OF A POINT OF LAND, 18 FEET WEST OF THE SHORELINE OF WEST
 AT1221'CHAMPAGNE BAY, AND 8 FEET
 AT1221'NORTHWEST OF A BLACK WITNESS POST THAT PROJECTS 4 FEET.  A STANDARD
 AT1221'DISK SET IN THE TOP OF A CONCRETE
 AT1221'FILLED ORANGEBURG SEWER PIPE 8 FEET LONG THAT
 AT1221'PROJECTS 3 FEET ABOVE THE GROUND LEVEL.  THE DISK IS
 AT1221'STAMPED BASSA 1955.
 AT1221'
 AT1221'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 AT1221
 AT1221                          STATION RECOVERY (1966)
 AT1221
 AT1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1221'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 AT1221'GOOD CONDITION.
 AT1221'REFERENCE MARK 2 IS LEANING TO THE SOUTH BUT IS STURDY.
 AT1221'REFERENCE MARK 1 WAS FOUND BROKEN
 AT1221'OFF AND AZIMUTH MARK WAS SEARCHED
 AT1221'FOR BUT NOT FOUND.  A NEW AZIMUTH MARK WAS
 AT1221'ESTABLISHED AND ALSO REFERENCE
 AT1221'MARK 3.  DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION
 AT1221'FOLLOWS-
 AT1221'
 AT1221'STATION IS LOCATED 7 MILES NORTH-NORTHWEST OF GRAND ISLE, 5 MILES
 AT1221'SOUTHWEST OF
 AT1221'CENTER OF BARATARIA BAY, 3/4 MILE SOUTH OF SOUTH END OF
 AT1221'BASSA BASSA BAY, 3/4 MILE WEST
 AT1221'OF BARATARIA WATERWAY, 1/2 MILE NORTH-NORTHWEST
 AT1221'OF TIP OF LAND THAT EXTENDS SOUTH BETWEEN WEST
 AT1221'CHAMPAGNE BAY AND AT NORTH END OF WEST CHAMPAGNE BAY.
 AT1221'
 AT1221'STATION MARK, A STANDARD DISK STAMPED BASSA 1955, IS SET IN TOP
 AT1221'OF A CONCRETE
 AT1221'FILLED SOIL PIPE WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 AT1221'GROUND.  THE MARK IS 47 EAST OF
 AT1221'SHORELINE AND 1 FOOT NORTH OF WITNESS POST.
 AT1221'
 AT1221'REFERENCE MARK 2, A STANDARD DISK STAMPED BASSA NO 2 1955, IS
 AT1221'SET IN TOP OF A
 AT1221'CONCRETE FILLED 4 INCH SOIL PIPE 8 FEET LONG WHICH
 AT1221'PROJECTS ABOUT 3 FEET ABOVE THE
 AT1221'GROUND.  THE MARK IS 85 FEET NORTHEAST
 AT1221'OF SHORELINE AND 59.8 FEET NORTH OF WITNESS POST.
 AT1221'
 AT1221'REFERENCE MARK 3, A STANDARD DISK STAMPED BASSA 1955 NO 3 1966,
 AT1221'IS CRIMPED TO THE
 AT1221'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT1221'LONG WHICH IS ENCASED IN A 4 INCH
 AT1221'ORANGEBURG SOIL PIPE WHICH PROJECTS
 AT1221'2.3 FEET.  THE MARK IS 61 FEET EAST OF WITNESS POST
 AT1221'AND 32 FEET NORTHEAST OF SHORELINE.
 AT1221'
 AT1221'AZIMUTH MARK, A STANDARD DISK STAMPED BASSA 1955 AZI. 2 1966, IS
 AT1221'CRIMPED TO TOP OF
 AT1221'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH
 AT1221'IS ENCASED IN A 4 INCH ORANGEBURG
 AT1221'SOIL PIPE WHICH PROJECTS 2.7 FEET.
 AT1221'THE MARK IS 65 PACES NORTH OF WATER EDGE, 300 PACES
 AT1221'WEST OF WEST EDGE
 AT1221'OF BARATARIA WATERWAY, 150 FEET SOUTHEAST OF WATER EDGE, 350 FEET
 AT1221'NORTHWEST OF
 AT1221'WATERWAY MARKER AND 5.5 FEET NORTH OF WITNESS POST.
 AT1221'
 AT1221'HEIGHT OF LIGHT ABOVE STATION MARK 38 FEET.
 AT1221
 AT1221                          STATION RECOVERY (1971)
 AT1221
 AT1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT1221'BASSA AND RMS 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 AT1221'DISTANCES CHECKED O.K. ORIGINAL DESCRIPTION IS ADEQUATE.
 AT1221'
 AT1221'MAIN STATION NOW STANDING ABOUT 6FT OFF SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1227 ***********************************************************************
 AT1227  DESIGNATION -  BASSA 1955 AZ MK 2
 AT1227  PID         -  AT1227
 AT1227  STATE/COUNTY-  LA/JEFFERSON
 AT1227  USGS QUAD   -  BARATARIA PASS (1993)
 AT1227
 AT1227                         *CURRENT SURVEY CONTROL
 AT1227  ___________________________________________________________________
 AT1227* NAD 83(1992)-  29 20 32.91995(N)    089 59 10.32009(W)     ADJUSTED  
 AT1227* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 AT1227  **This station is located in a subsidence area (see below).
 AT1227  ___________________________________________________________________
 AT1227  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AT1227  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AT1227
 AT1227  HORZ ORDER  -  SECOND
 AT1227
 AT1227.The horizontal coordinates were established by classical geodetic methods
 AT1227.and adjusted by the National Geodetic Survey in January 1993..
 AT1227
 AT1227 ** The orthometric height has not been validated since last determined
 AT1227 ** by differential leveling and should not be used for control purposes.
 AT1227 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1227 ** area with valid NAVD 88 orthometric heights.
 AT1227 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1227 ** epoch indicated which incorporates improved geoid heights for the
 AT1227 ** Southern Louisiana Subsidence area.
 AT1227 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1227
 AT1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1227
 AT1227.The geoid height was determined by GEOID03.
 AT1227
 AT1227;                    North         East     Units Scale Factor Converg.
 AT1227;SPC LA S     -    94,154.920 1,130,824.018   MT  0.99999128   +0 40 24.9
 AT1227;SPC LA S     -   308,906.60  3,710,045.13   sFT  0.99999128   +0 40 24.9
 AT1227;UTM  16      - 3,249,635.093   210,039.541   MT  1.00063759   -1 27 51.6
 AT1227;UTM  15      - 3,249,703.952   792,641.706   MT  1.00065687   +1 28 40.4
 AT1227
 AT1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1227!SPC LA S     -   1.00000364  x   0.99999128  =   0.99999492
 AT1227!UTM  16      -   1.00000364  x   1.00063759  =   1.00064124
 AT1227!UTM  15      -   1.00000364  x   1.00065687  =   1.00066052
 AT1227
 AT1227                          SUPERSEDED SURVEY CONTROL
 AT1227
 AT1227  NAD 83(1986)-  29 20 32.93334(N)    089 59 10.32852(W) AD(       ) 2
 AT1227  NAD 27      -  29 20 32.12803(N)    089 59 10.07199(W) AD(       ) 2
 AT1227  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 AT1227
 AT1227.Superseded values are not recommended for survey control.
 AT1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1227.See file dsdata.txt to determine how the superseded data were derived.
 AT1227
 AT1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1004049635(NAD 83)
 AT1227_MARKER: DZ = AZIMUTH MARK DISK
 AT1227_SETTING: 0 = UNSPECIFIED SETTING
 AT1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1227
 AT1227  HISTORY     - Date     Condition        Report By
 AT1227  HISTORY     - 1966     MONUMENTED       CGS
 AT1227
 AT1227                          STATION DESCRIPTION
 AT1227
 AT1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1227'STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST
 AT1227'OF GRAND ISLE,
 AT1227'ABOUT 5 MILES SOUTHWEST OF CENTER OF BARATARIA BAY, 1
 AT1227'MILE SOUTHEAST OF BASSA BASSA BAY
 AT1227'AND ON THE WEST SIDE OF BARATARIA WATERWAY.
 AT1227'
 AT1227'STATION IS A STANDARD AZIMUTH DISK STAMPED BASSA 1955 AZI. 2 1966,
 AT1227'IS CRIMPED TO THE
 AT1227'TOP OF 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG
 AT1227'WHICH IS ENCASED IN A 4 INCH
 AT1227'ORANGEBURG SOIL PIPE WHICH PROJECTS 2.7
 AT1227'FEET.  THE MARK IS 65 PACES NORTH OF WATER
 AT1227'EDGE, 300 PACES WEST OF WEST
 AT1227'EDGE OF BARATARIA WATERWAY, 150 FEET SOUTHEAST OF WATER EDGE,
 AT1227'350 FEET
 AT1227'NORTHWEST OF WATERWAY MARKER AND 5.5 FEET NORTH OF WITNESS POST.
 AT1227'
 AT1227'A TELLUROMETER TRAVERSE WAS MADE TO BASSA 1955 AND THE DISTANCE IS
 AT1227'954.030 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1134 ***********************************************************************
 AT1134  DESIGNATION -  BASTION
 AT1134  PID         -  AT1134
 AT1134  STATE/COUNTY-  LA/PLAQUEMINES
 AT1134  USGS QUAD   -  BASTIAN BAY (1993)
 AT1134
 AT1134                         *CURRENT SURVEY CONTROL
 AT1134  ___________________________________________________________________
 AT1134* NAD 83(1992)-  29 17 06.26869(N)    089 39 47.57913(W)     ADJUSTED  
 AT1134* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1134  **This station is located in a subsidence area (see below).
 AT1134  ___________________________________________________________________
 AT1134  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AT1134  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1134
 AT1134  HORZ ORDER  -  SECOND
 AT1134
 AT1134.The horizontal coordinates were established by classical geodetic methods
 AT1134.and adjusted by the National Geodetic Survey in January 1993..
 AT1134
 AT1134 ** The orthometric height has not been validated since last determined
 AT1134 ** by differential leveling and should not be used for control purposes.
 AT1134 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1134 ** area with valid NAVD 88 orthometric heights.
 AT1134 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1134 ** epoch indicated which incorporates improved geoid heights for the
 AT1134 ** Southern Louisiana Subsidence area.
 AT1134 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1134.The orthometric height was scaled from a topographic map.
 AT1134
 AT1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1134
 AT1134.The geoid height was determined by GEOID03.
 AT1134
 AT1134;                    North         East     Units Scale Factor Converg.
 AT1134;SPC LA S     -    88,205.943 1,162,280.616   MT  1.00000319   +0 50 06.3
 AT1134;SPC LA S     -   289,389.00  3,813,248.99   sFT  1.00000319   +0 50 06.3
 AT1134;UTM  16      - 3,242,512.832   241,268.910   MT  1.00042611   -1 18 12.4
 AT1134
 AT1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1134!SPC LA S     -   1.00000377  x   1.00000319  =   1.00000696
 AT1134!UTM  16      -   1.00000377  x   1.00042611  =   1.00042988
 AT1134
 AT1134:                Primary Azimuth Mark                     Grid Az
 AT1134:SPC LA S     -  BAYOU COOK LIGHT                         018 37 30.8
 AT1134:UTM  16      -  BAYOU COOK LIGHT                         020 45 49.5
 AT1134
 AT1134|---------------------------------------------------------------------|
 AT1134| PID    Reference Object                     Distance      Geod. Az  |
 AT1134|                                                           dddmmss.s |
 AT1134| AT1137 BAYOU COOK LIGHT                    APPROX. 4.7 KM 0192737.1 |
 AT1134| AT1109 EMPIRE MUNICIPAL TANK               APPROX.13.0 KM 0285346.5 |
 AT1134| DD6293 BASTION RM 2                         17.590 METERS 04944     |
 AT1134| DD6294 BASTION RM 5                         91.699 METERS 18704     |
 AT1134| AT1144 BASTION 1927 RM 2                    20.704 METERS 24138     |
 AT1134| AT1138 HEAD OF GRAND BAYOU NAV LIGHT       APPROX. 2.0 KM 3091050.6 |
 AT1134| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX.15.5 KM 3122243.2 |
 AT1134| DD6291 BASTION AZ MK                                      3221205.7 |
 AT1134| DD6292 BASTION RM 1                         29.432 METERS 33056     |
 AT1134|---------------------------------------------------------------------|
 AT1134
 AT1134                          SUPERSEDED SURVEY CONTROL
 AT1134
 AT1134  NAD 83(1986)-  29 17 06.27810(N)    089 39 47.58849(W) AD(       ) 2
 AT1134  NAD 27      -  29 17 05.48700(N)    089 39 47.35500(W) AD(       ) 2
 AT1134
 AT1134.Superseded values are not recommended for survey control.
 AT1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1134.See file dsdata.txt to determine how the superseded data were derived.
 AT1134
 AT1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4126942513(NAD 83)
 AT1134_MARKER: DD = SURVEY DISK
 AT1134_SETTING: 0 = UNSPECIFIED SETTING
 AT1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1134
 AT1134  HISTORY     - Date     Condition        Report By
 AT1134  HISTORY     - 1927     MONUMENTED       CGS
 AT1134  HISTORY     - 1934     GOOD             CGS
 AT1134  HISTORY     - 1955     GOOD             CGS
 AT1134  HISTORY     - 1959     GOOD             CGS
 AT1134  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1134  HISTORY     - 19730226 MARK NOT FOUND   NGS
 AT1134  HISTORY     - 1979     GOOD             NGS
 AT1134
 AT1134                          STATION DESCRIPTION
 AT1134
 AT1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1134'ON THE WESTERN END OF SHELL ISLAND, MIDWAY BETWEEN THE GULF AND
 AT1134'BASTIAN PASS, ON
 AT1134'RANGE WITH THE EASTERNMOST POINT OF BASTIAN ISLAND AND
 AT1134'THE W TANGENT OF THE
 AT1134'PENINSULA BETWEEN BASTIAN BAY AND SHELL
 AT1134'ISLAND BAY, ATOP A LONG SHELL RIDGE
 AT1134'WHICH RUNS SE AND NW APPROXIMATELY
 AT1134'200 METERS (656 FEET) E OF THE POINT, AND ABOUT 10 METERS
 AT1134'(33 FEET) INSIDE THE SHELL PILE MARKING THE HIGH-WATER MARK.  THE
 AT1134'VICINITY DIRECTLY
 AT1134'BEHIND THE SHELL RIDGE IS COVERED WITH A HEAVY
 AT1134'GROWTH OF MANGROVES AND GRASS.  THE
 AT1134'STATION IS MARKED BY A
 AT1134'STANDARD BRONZE DISK SET IN THE TOP OF A TILE.
 AT1134'REFERENCE MARK NO. 1,
 AT1134'A STANDARD BRONZE DISK SET IN THE TOP OF TILE IS 29.435 METERS
 AT1134'(96.57 FEET) FROM THE STATION. IN 1934 IT WAS REPORTED THAT REFERENCE
 AT1134'MARK NO. 2 HAD BEEN DESTROYED AND A
 AT1134'NEW MARK WAS SET.  REFERENCE MARK NO. 2, A
 AT1134'STANDARD BRONZE DISK SET
 AT1134'IN THE TOP OF A TILE, STAMPED NO. 2 1927-1934.  IT IS 20,710
 AT1134'METERS (67.95 FEET) FROM THE STATION.  THE DISTANCE BETWEEN THE
 AT1134'FEET) FROM THE STATION S 61 DEG 37 MIN W.  THE DISTANCE
 AT1134'REFERENCE MARKS IS 35.793 METERS (117.43 FEET).  ALL
 AT1134'THE MARKS PROJECT ABOUT 10 INCHES ABOVE
 AT1134'THE SURFACE OF THE GROUND.
 AT1134
 AT1134                          STATION RECOVERY (1955)
 AT1134
 AT1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1134'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AT1134'
 AT1134'THE PRESENT DESCRIPTION IS ADEQUATE EXCEPT THAT AN AZIMUTH MARK WAS
 AT1134'ESTABLISHED.
 AT1134'
 AT1134'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION, IS
 AT1134'30 FEET NORTH OF THE NORTH BANK
 AT1134'OF A CANAL CONNECTING BASTIAN BAY AND THE GULF AND 3 FEET NORTHEAST
 AT1134'OF A BLACK WITNESS POST PROJECTING 4
 AT1134'FEET.  A STANDARD DISK SET IN THE TOP OF AN ORANGEBURG
 AT1134'SEWER PIPE 4 INCHES IN DIAMETER AND 8 FEET LONG.
 AT1134'THE PIPE PROJECTS 3 FEET AND THE DISK
 AT1134'IS STAMPED BASTION 1927.
 AT1134
 AT1134                          STATION RECOVERY (1959)
 AT1134
 AT1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JB)
 AT1134'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 AT1134
 AT1134                          STATION RECOVERY (1965)
 AT1134
 AT1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1134'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WAS
 AT1134'SEARCHED FOR BUT
 AT1134'NOT FOUND.  THE STORM CHANGED THE SHAPE OF THE ISLAND
 AT1134'WASHED SO MUCH SAND AND SHELLS IN
 AT1134'ON THE ISLAND THAT SEARCH WAS DIFFICULT
 AT1134'AND IT IS POSSIBLE THAT SOME OF THE MARKS ARE STILL
 AT1134'THERE UNDER 2 OR 3 FEET OF SAND.
 AT1134
 AT1134                          STATION RECOVERY (1973)
 AT1134
 AT1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1134'MARK NOT FOUND.
 AT1134
 AT1134                          STATION RECOVERY (1979)
 AT1134
 AT1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1134'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 AT1134'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 AT1134'RECOVERED.  A LONGER DISTANCE TO REFERENCE MARK NO 1 WAS
 AT1134'MEASURED, THE DISTANCE BEING 0.012 METER, AND A LONGER DISTANCE
 AT1134'TO REFERENCE MARK NO 2 WAS MEASURED, THE DISTANCE BEING 0.016
 AT1134'METER.  A DIFFERENCE IN THE ANGLE BETWEEN REFERENCE MARK NO 1 AND
 AT1134'REFERENCE MARK NO 2 WAS NOTED, THE DIFFERENCE BEING
 AT1134'3 MINUTES 22.22 SECONDS SMALLER.
 AT1134'REFERENCE MARK NO 5 WAS ESTABLISHED AT THIS DATE.
 AT1134'
 AT1134'THE STATION IS LOCATED ABOUT 18-1/2 MILES
 AT1134'EAST-NORTHEAST OF GRANDE ISLE, 9-1/2 MILES SOUTHWEST
 AT1134'OF BURAS AND THE MISSISSIPPI RIVER, ON THE WESTERN
 AT1134'END OF SHELL ISLAND, MIDWAY BETWEEN BASTIAN PASS AND
 AT1134'THE GULF, AND ON RANGE WITH THE MOST EASTERLY POINT
 AT1134'OF BASTIAN ISLAND.
 AT1134'
 AT1134'THE STATION WAS REACHED BY HELICOPTER FROM THE HOUMA AIRPORT.
 AT1134'
 AT1134'THE STATION IS A STANDARD CGS DISK
 AT1134'STAMPED---BASTION 1927---,
 AT1134'SET INTO AN 8-INCH SOIL PIPE FILLED WITH CONCRETE THAT PROJECTS
 AT1134'36 CM ABOVE THE GROUND.
 AT1134'IT IS LOCATED
 AT1134'320 FEET NORTH FROM THE HIGH WATER LINE AT EDGE OF GULF.
 AT1134'
 AT1134'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AT1134'STAMPED---BASTION NO 1 1927---,
 AT1134'SET INTO THE TOP OF AN 8-INCH SOIL PIPE FILLED WITH CONCRETE
 AT1134'THAT PROJECTS 36 CM ABOVE THE GROUND.
 AT1134'IT IS LOCATED
 AT1134'416 FEET NORTH FROM THE HIGH WATER LINE AT EDGE OF GULF.
 AT1134'MARK IS LEVEL WITH STATION.
 AT1134'
 AT1134'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AT1134'STAMPED---BASTION NO 2 1927---,
 AT1134'SET INTO THE TOP OF AN 8-INCH ROUND SOIL PIPE FILLED WITH
 AT1134'CONCRETE THAT PROJECTS 36 CM ABOVE THE GROUND.
 AT1134'IT IS LOCATED
 AT1134'295 FEET NORTH FROM THE HIGH WATER LINE AT EDGE OF GULF.
 AT1134'MARK IS LEVEL WITH STATION.
 AT1134'
 AT1134'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 AT1134'STAMPED---BASTION 1927 NO 5 1979---,
 AT1134'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 15 FEET INTO
 AT1134'THE GROUND, ENCASED IN A 5-INCH WHITE PVC PIPE AND PROJECTS 18
 AT1134'INCHES.
 AT1134'IT IS LOCATED
 AT1134'ON THE SHELL BEACH AT HIGH WATER LINE SOUTH OF
 AT1134'STATION.
 AT1134'MARK IS LEVEL WITH STATION.
 AT1134'
 AT1134'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1144 ***********************************************************************
 AT1144  DESIGNATION -  BASTION 1927 RM 2
 AT1144  PID         -  AT1144
 AT1144  STATE/COUNTY-  LA/PLAQUEMINES
 AT1144  USGS QUAD   -  BASTIAN BAY (1993)
 AT1144
 AT1144                         *CURRENT SURVEY CONTROL
 AT1144  ___________________________________________________________________
 AT1144* NAD 83(1992)-  29 17 05.94917(N)    089 39 48.25405(W)     ADJUSTED  
 AT1144* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 AT1144  **This station is located in a subsidence area (see below).
 AT1144  ___________________________________________________________________
 AT1144  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AT1144  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1144
 AT1144  HORZ ORDER  -  THIRD
 AT1144
 AT1144.The horizontal coordinates were established by classical geodetic methods
 AT1144.and adjusted by the National Geodetic Survey in January 1993..
 AT1144.No horizontal observational check was made to the station.
 AT1144
 AT1144 ** The orthometric height has not been validated since last determined
 AT1144 ** by differential leveling and should not be used for control purposes.
 AT1144 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1144 ** area with valid NAVD 88 orthometric heights.
 AT1144 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1144 ** epoch indicated which incorporates improved geoid heights for the
 AT1144 ** Southern Louisiana Subsidence area.
 AT1144 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1144
 AT1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1144
 AT1144.The geoid height was determined by GEOID03.
 AT1144
 AT1144;                    North         East     Units Scale Factor Converg.
 AT1144;SPC LA S     -    88,195.841 1,162,262.544   MT  1.00000321   +0 50 05.9
 AT1144;SPC LA S     -   289,355.86  3,813,189.70   sFT  1.00000321   +0 50 05.9
 AT1144;UTM  16      - 3,242,503.407   241,250.466   MT  1.00042623   -1 18 12.7
 AT1144
 AT1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1144!SPC LA S     -   1.00000362  x   1.00000321  =   1.00000683
 AT1144!UTM  16      -   1.00000362  x   1.00042623  =   1.00042985
 AT1144
 AT1144                          SUPERSEDED SURVEY CONTROL
 AT1144
 AT1144  NAD 83(1986)-  29 17 05.95858(N)    089 39 48.26342(W) AD(       ) 3
 AT1144  NAD 27      -  29 17 05.16745(N)    089 39 48.02989(W) AD(       ) 3
 AT1144  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 AT1144
 AT1144.Superseded values are not recommended for survey control.
 AT1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1144.See file dsdata.txt to determine how the superseded data were derived.
 AT1144
 AT1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4125042503(NAD 83)
 AT1144_MARKER: DR = REFERENCE MARK DISK
 AT1144_SETTING: 0 = UNSPECIFIED SETTING
 AT1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1144
 AT1144  HISTORY     - Date     Condition        Report By
 AT1144  HISTORY     - 1979     MONUMENTED       NGS
 AT1144
 AT1144                          STATION DESCRIPTION
 AT1144
 AT1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1144'THE STATION IS LOCATED ABOUT 18-1/2 MILES EAST-NORTHEAST OF GRANDE
 AT1144'ISLE, 9-1/2 MILES SOUTHWEST OF BURAS AND THE MISSISSIPPI RIVER,
 AT1144'ON THE WESTERN END OF SHELL ISLAND, MIDWAY BETWEEN BASTIAN PASS
 AT1144'AND THE GULF, AND ON RANGE WITH THE MOST EASTERLY POINT OF
 AT1144'BASTIANS ISLAND.
 AT1144'
 AT1144'THE DISTANCE TO BASTION 1927 IS 67.95 FEET OR 20.712 METERS, TO
 AT1144'BASTION 1927 RM 5 IS 267.32 FEET, AND BETWEEN BASTION 1927
 AT1144'AND BASTION 1927 RM 5 IS 300.85 FEET.
 AT1144'BASTION 1927 RM 2 WAS NOT OCCUPIED FOR ANGLES.
 AT1144'
 AT1144'THE STATION WAS REACHED BY HELICOPTER FROM THE HOUMA AIRPORT.
 AT1144'
 AT1144'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 AT1144'STAMPED---BASTION NO 2 1927---,
 AT1144'SET INTO THE TOP OF AN 8-INCH SOIL PIPE FILLED WITH CONCRETE
 AT1144'PROJECTING 36 CM ABOVE THE GROUND.
 AT1144'IT IS LOCATED
 AT1144'295 FEET NORTH FROM THE HIGH WATER LINE AT EDGE OF GULF.
 AT1144'
 AT1144'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1133 ***********************************************************************
 AT1133  DESIGNATION -  BASTION 2
 AT1133  PID         -  AT1133
 AT1133  STATE/COUNTY-  LA/PLAQUEMINES
 AT1133  USGS QUAD   -  BASTIAN BAY (1993)
 AT1133
 AT1133                         *CURRENT SURVEY CONTROL
 AT1133  ___________________________________________________________________
 AT1133* NAD 83(1992)-  29 17 13.93586(N)    089 40 07.72468(W)     ADJUSTED  
 AT1133* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AT1133  **This station is located in a subsidence area (see below).
 AT1133  ___________________________________________________________________
 AT1133  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AT1133  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1133
 AT1133  HORZ ORDER  -  SECOND
 AT1133
 AT1133.The horizontal coordinates were established by classical geodetic methods
 AT1133.and adjusted by the National Geodetic Survey in January 1993..
 AT1133
 AT1133 ** The orthometric height has not been validated since last determined
 AT1133 ** by differential leveling and should not be used for control purposes.
 AT1133 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1133 ** area with valid NAVD 88 orthometric heights.
 AT1133 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1133 ** epoch indicated which incorporates improved geoid heights for the
 AT1133 ** Southern Louisiana Subsidence area.
 AT1133 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1133
 AT1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1133
 AT1133.The geoid height was determined by GEOID03.
 AT1133
 AT1133;                    North         East     Units Scale Factor Converg.
 AT1133;SPC LA S     -    88,434.072 1,161,733.479   MT  1.00000273   +0 49 56.2
 AT1133;SPC LA S     -   290,137.45  3,811,453.92   sFT  1.00000273   +0 49 56.2
 AT1133;UTM  16      - 3,242,761.324   240,730.438   MT  1.00042955   -1 18 22.6
 AT1133
 AT1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1133!SPC LA S     -   1.00000346  x   1.00000273  =   1.00000619
 AT1133!UTM  16      -   1.00000346  x   1.00042955  =   1.00043301
 AT1133
 AT1133:                Primary Azimuth Mark                     Grid Az
 AT1133:SPC LA S     -  EMPIRE MUNICIPAL TANK                    030 38 48.5
 AT1133:UTM  16      -  EMPIRE MUNICIPAL TANK                    032 47 07.3
 AT1133
 AT1133|---------------------------------------------------------------------|
 AT1133| PID    Reference Object                     Distance      Geod. Az  |
 AT1133|                                                           dddmmss.s |
 AT1133| AT1109 EMPIRE MUNICIPAL TANK               APPROX.13.1 KM 0312844.7 |
 AT1133| AT1118 BURAS MICROWAVE TOWER               APPROX.15.3 KM 0600601.4 |
 AT1133| AT1119 BURAS MUNICIPAL TANK                APPROX.15.7 KM 0611643.4 |
 AT1133| DD6295 BASTION 2 RM 3                       23.801 METERS 14709     |
 AT1133| DD6296 BASTION 2 RM 4                       26.392 METERS 35200     |
 AT1133| AT1156 PORT SULPHUR FREEPORT CO TANK       APPROX.20.6 KM 3542131.5 |
 AT1133|---------------------------------------------------------------------|
 AT1133
 AT1133                          SUPERSEDED SURVEY CONTROL
 AT1133
 AT1133  NAD 83(1986)-  29 17 13.94534(N)    089 40 07.73386(W) AD(       ) 2
 AT1133  NAD 27      -  29 17 13.14678(N)    089 40 07.50261(W) AD(       ) 2
 AT1133  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 AT1133
 AT1133.Superseded values are not recommended for survey control.
 AT1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1133.See file dsdata.txt to determine how the superseded data were derived.
 AT1133
 AT1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4073042761(NAD 83)
 AT1133_MARKER: DD = SURVEY DISK
 AT1133_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1133+WITH SETTING: INFORMATION.
 AT1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1133
 AT1133  HISTORY     - Date     Condition        Report By
 AT1133  HISTORY     - 1966     MONUMENTED       CGS
 AT1133  HISTORY     - 1969     GOOD             CGS
 AT1133  HISTORY     - 1979     GOOD             NGS
 AT1133
 AT1133                          STATION DESCRIPTION
 AT1133
 AT1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1133'STATION IS LOCATED ABOUT 13 MILES SOUTH OF PORT SULPHUR, 9-1/2
 AT1133'MILES SOUTHWEST OF
 AT1133'BURAS, ABOUT 8 MILES SOUTHWEST OF EMPIRE, ABOUT 2
 AT1133'MILES SOUTHWEST OF CENTER OF BASTIAN
 AT1133'BAY, ABOUT 2 MILES NORTHWEST OF
 AT1133'CENTER OF SHELL ISLAND BAY, ABOUT 1 MILE EAST OF GRAND
 AT1133'BAYOU PASS AND ON
 AT1133'ISLAND LOCALLY KNOW AS LANAUX ISLAND.
 AT1133'
 AT1133'STATION MARK, A STANDARD DISK STAMPED BASTION 2 1966, IS CRIMPED
 AT1133'TO THE TOP OF A
 AT1133'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1133'ENCASED IN A 4 INCH ORANGEBURG
 AT1133'SOIL PIPE WHICH PROJECTS ABOUT 2 FEET.
 AT1133'THE MARK IS 275 FEET NORTHEAST OF THE NORTH EDGE
 AT1133'OF WATER, 125 FEET
 AT1133'NORTHEAST OF DIVIDING LINE OF SEA SHELLS AND SWAMP AREA AND 1.3
 AT1133'FEET NORTH OF
 AT1133'WITNESS POST.
 AT1133'
 AT1133'REFERENCE MARK 3, A STANDARD DISK STAMPED BASTION 2 NO 3 1966, IS
 AT1133'CRIMPED TO THE TOP
 AT1133'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 AT1133'WHICH IS ENCASED IN A 4 INCH
 AT1133'ORANGEBURG SOIL PIPE.  THE MARK IS 77.3
 AT1133'FEET SOUTHEAST OF WITNESS POST AND PROJECTS
 AT1133'ABOUT 2 FEET.
 AT1133'
 AT1133'REFERENCE MARK 4, A STANDARD DISK STAMPED BASTION 2 NO 4 1966, IS
 AT1133'CRIMPED TO THE TOP
 AT1133'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 AT1133'WHICH IS ENCASED IN A 4 INCH
 AT1133'ORANGEBURG SOIL PIPE.  THE MARK IS 87.8
 AT1133'FEET NORTH-NORTHWEST OF WITNESS POST AND
 AT1133'PROJECTS ABOUT 2 FEET.
 AT1133'
 AT1133'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 AT1133'
 AT1133'NOTICE- STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1133'OBSERVING UNIT
 AT1133'REACHED STATION BY HELICOPTER FROM EMPIRE.
 AT1133'
 AT1133'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AT1133
 AT1133                          STATION RECOVERY (1969)
 AT1133
 AT1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1133'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1133'AFTER HURRICANE CAMILLE.  THE RMS WERE NOT FOUND AT THIS TIME.
 AT1133
 AT1133                          STATION RECOVERY (1979)
 AT1133
 AT1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1133'THE STATION, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 AT1133'CONDITION AS DESCRIBED IN 1966.  RECOVERY WAS ACCOMPLISHED BY
 AT1133'THE INERTIAL SURVEY SYSTEM AT THIS TIME.  NO ANGLES OR
 AT1133'MEASUREMENTS WERE TAKEN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2201 ***********************************************************************
 CP2201  DESIGNATION -  BASTROP
 CP2201  PID         -  CP2201
 CP2201  STATE/COUNTY-  LA/MOREHOUSE
 CP2201  USGS QUAD   -  BASTROP (1994)
 CP2201
 CP2201                         *CURRENT SURVEY CONTROL
 CP2201  ___________________________________________________________________
 CP2201* NAD 83(1986)-  32 46 40.     (N)    091 54 45.     (W)     SCALED    
 CP2201* NAVD 88     -        45.179  (meters)     148.22   (feet)  ADJUSTED  
 CP2201  ___________________________________________________________________
 CP2201  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP2201  DYNAMIC HT  -          45.129 (meters)     148.06  (feet)  COMP
 CP2201  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 CP2201
 CP2201  VERT ORDER  -  SECOND    CLASS 0
 CP2201
 CP2201.The horizontal coordinates were scaled from a topographic map and have
 CP2201.an estimated accuracy of +/- 6 seconds.
 CP2201
 CP2201.The orthometric height was determined by differential leveling
 CP2201.and adjusted by the National Geodetic Survey in June 1991..
 CP2201
 CP2201.The geoid height was determined by GEOID03.
 CP2201
 CP2201.The dynamic height is computed by dividing the NAVD 88
 CP2201.geopotential number by the normal gravity value computed on the
 CP2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2201.degrees latitude (g = 980.6199 gals.).
 CP2201
 CP2201.The modeled gravity was interpolated from observed gravity values.
 CP2201
 CP2201;                    North         East    Units  Estimated Accuracy
 CP2201;SPC LA N     -   252,710.    1,055,040.      MT  (+/- 180 meters Scaled)
 CP2201
 CP2201                          SUPERSEDED SURVEY CONTROL
 CP2201
 CP2201  NGVD 29 (??/??/92)   45.253  (m)          148.47   (f) ADJ UNCH    2 0
 CP2201
 CP2201.Superseded values are not recommended for survey control.
 CP2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2201.See file dsdata.txt to determine how the superseded data were derived.
 CP2201
 CP2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS018271(NAD 83)
 CP2201_MARKER: DB = BENCH MARK DISK
 CP2201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2201_SP_SET: SIDE WALK
 CP2201_STAMPING: BASTROP 1934
 CP2201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2201
 CP2201  HISTORY     - Date     Condition        Report By
 CP2201  HISTORY     - 1934     MONUMENTED       CGS
 CP2201  HISTORY     - 1935     GOOD             NGS
 CP2201
 CP2201                          STATION DESCRIPTION
 CP2201
 CP2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CP2201'IN BASTROP.
 CP2201'BRONZE TABLET SET IN SOUTH SIDEWALK TO FRONT STEPS TO CITY HALL. 38.8
 CP2201'FEET EAST OF CENTERLINE OF FRANKLIN ST.  14.8 FEET SOUTH OF CENTERLINE
 CP2201'OF WEST MAIN ENTRANCE.  3.1 FT. ABOVE SIDEWALK.  1 FT. WEST OF BASE OF
 CP2201'SOUTH COLUMN.  1 FT. EAST OF BASE OF LAMP POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3167 ***********************************************************************
 CP3167  DESIGNATION -  BASTROP
 CP3167  PID         -  CP3167
 CP3167  STATE/COUNTY-  LA/MOREHOUSE
 CP3167  USGS QUAD   -  BASTROP (1994)
 CP3167
 CP3167                         *CURRENT SURVEY CONTROL
 CP3167  ___________________________________________________________________
 CP3167* NAD 83(1992)-  32 47 02.35804(N)    091 55 39.75776(W)     ADJUSTED  
 CP3167* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 CP3167  ___________________________________________________________________
 CP3167  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 CP3167  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3167
 CP3167  HORZ ORDER  -  FIRST
 CP3167
 CP3167.The horizontal coordinates were established by classical geodetic methods
 CP3167.and adjusted by the National Geodetic Survey in September 1999..
 CP3167
 CP3167.The orthometric height was scaled from a topographic map.
 CP3167
 CP3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3167
 CP3167.The geoid height was determined by GEOID03.
 CP3167
 CP3167;                    North         East     Units Scale Factor Converg.
 CP3167;SPC LA N     -   253,389.591 1,053,613.537   MT  1.00002886   +0 18 09.3
 CP3167;SPC LA N     -   831,329.02  3,456,730.41   sFT  1.00002886   +0 18 09.3
 CP3167;UTM  15      - 3,627,849.106   600,414.639   MT  0.99972433   +0 34 50.4
 CP3167
 CP3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3167!SPC LA N     -   0.99999717  x   1.00002886  =   1.00002603
 CP3167!UTM  15      -   0.99999717  x   0.99972433  =   0.99972150
 CP3167
 CP3167:                Primary Azimuth Mark                     Grid Az
 CP3167:SPC LA N     -  BASTROP CONSOL CHEM IND STK              067 15 23.1
 CP3167:UTM  15      -  BASTROP CONSOL CHEM IND STK              066 58 42.0
 CP3167
 CP3167|---------------------------------------------------------------------|
 CP3167| PID    Reference Object                     Distance      Geod. Az  |
 CP3167|                                                           dddmmss.s |
 CP3167| CP3158 BASTROP CONSOL CHEM IND STK         APPROX. 1.7 KM 0673332.4 |
 CP3167| CP3159 BASTROP CONSOL CHEM IND INC TK      APPROX. 1.7 KM 0681851.7 |
 CP3167| CP3161 BASTROP LA PAPER MILL TANK          APPROX. 1.8 KM 0913137.4 |
 CP3167| CY3360 BASTROP AZ MK 2                                    0924153.3 |
 CP3167| CP3160 BASTROP LA PAPER MILL STACK         APPROX. 1.8 KM 0952521.6 |
 CP3167| CP3155 BASTROP ARK LA AND MO RR STK        APPROX. 1.5 KM 1023712.9 |
 CP3167| CY3361 BASTROP RM 1                         40.971 METERS 11608     |
 CP3167| CP3153 BASTROP LOUISIANA P AND L TANK      APPROX. 1.6 KM 1170618.4 |
 CP3167| CP3154 BASTROP COURTHOUSE                  APPROX. 1.5 KM 1175654.1 |
 CP3167| CP3156 BASTROP SOU KRAFT CORP TANK         APPROX. 1.8 KM 1204200.2 |
 CP3167| CP3157 BASTROP SO KRAFT CORP STACK         APPROX. 1.8 KM 1230206.9 |
 CP3167| CP3140 FAIRBANKS LOOKOUT TOWER LFC         APPROX.14.1 KM 1832049.8 |
 CP3167| CY3362 BASTROP RM 2                         55.535 METERS 26459     |
 CP3167| CY3359 BASTROP AZ MK                                      3091055.8 |
 CP3167|---------------------------------------------------------------------|
 CP3167
 CP3167                          SUPERSEDED SURVEY CONTROL
 CP3167
 CP3167  NAD 83(1992)-  32 47 02.35975(N)    091 55 39.75754(W) AD(       ) 1
 CP3167  NAD 83(1986)-  32 47 02.37053(N)    091 55 39.75059(W) AD(       ) 1
 CP3167  NAD 27      -  32 47 01.88500(N)    091 55 39.28600(W) AD(       ) 1
 CP3167
 CP3167.Superseded values are not recommended for survey control.
 CP3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3167.See file dsdata.txt to determine how the superseded data were derived.
 CP3167
 CP3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0041527849(NAD 83)
 CP3167_MARKER: DS = TRIANGULATION STATION DISK
 CP3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3167+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP3167
 CP3167  HISTORY     - Date     Condition        Report By
 CP3167  HISTORY     - 1939     MONUMENTED       CGS
 CP3167  HISTORY     - 1952     GOOD             CGS
 CP3167  HISTORY     - 1967     GOOD             CGS
 CP3167  HISTORY     - 20050804 GOOD             GEOCAC
 CP3167
 CP3167                          STATION DESCRIPTION
 CP3167
 CP3167'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3167'BASTROP IS LOCATED AT THE W CENTRAL PART OF THE TOWN OF
 CP3167'BASTROP.
 CP3167'
 CP3167'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3167'BRONZE DISKS SET IN CONCRETE.
 CP3167'
 CP3167'REACHED FROM COURTHOUSE IN CENTER OF TOWN BY DRIVING N ON
 CP3167'HIGHWAY ROUTE 204 FOR 0.4 MILE TO STREET W OF BALL PARK,
 CP3167'TURN W ON T STREET AND DRIVE 0.3 MILE, JOB N ONE BLOCK AND
 CP3167'CONTINUE W 0.7 MILE, TURN S ON DIRT STREET AND DRIVE 0.1
 CP3167'MILE, TURN LEFT E, ON DIRT ROAD FOR ABOUT 50 YARDS TO STATION
 CP3167'ON N SIDE OF ROAD IN VACANT LOT, 47 FEET N OF CENTER LINE
 CP3167'OF ROAD, 62 FEET N OF TELEPHONE POLE.  MARK PROJECTS 6 INCHES,
 CP3167'IS 54 FEET S OF LARGE PECAN TREE, 135 FEET NW OF FENCE CORNER
 CP3167'BY TELEPHONE POLE.
 CP3167'
 CP3167'REFERENCE MARK NO. 1 IS ESE OF STATION IN FENCE CORNER, 2
 CP3167'1/2 FEET W OF TELEPHONE POLE, 18 FEET S OF CENTER LINE OF
 CP3167'ROAD.  MARK PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS
 CP3167'W OF STATION IN NE INTERSECTION OF STREET, 49 FEET N OF
 CP3167'TELEPHONE POLE, 26 FEET E OF CENTER LINE OF N AND S STREET.
 CP3167'MARK PROJECTS 6 INCHES.
 CP3167'
 CP3167'AZIMUTH MARK IS NW OF STATION 0.3 MILE, 1 FOOT S OF THE SW
 CP3167'CORNER OF GARAGE, 18 FEET N OF THE N SIDE OF HOUSE, AND
 CP3167'10 FEET SE OF A WELL.  MARK PROJECTS 4 INCHES.
 CP3167'
 CP3167'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 CP3167'
 CP3167'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
 CP3167
 CP3167                          STATION RECOVERY (1952)
 CP3167
 CP3167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBK)
 CP3167'THE STATION, REFERENCE MARK 1 AND 2 RECOVERED IN GOOD CONDITION.
 CP3167'THE AZIMUTH MARK WAS NOT FOUND AFTER AN EXTENSIVE SEARCH.
 CP3167'A NEW DESCRIPTION FOLLOWS.
 CP3167'
 CP3167'THE STATION IS IN THE SOUTHWEST PART OF BASTROP, ON LAND
 CP3167'OWNED BY J.T. DALTON.  THE MARK IS 136 FEET NORTHWEST OF
 CP3167'A TRANSFORMER POLE, 54 FEET SOUTH OF A LARGE PECAN TREE, 41
 CP3167'FEET NORTH OF THE CENTER OF WEST HARRINGTON AVENUE AND 20
 CP3167'FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 CP3167'
 CP3167'TO REACH THE STATION FROM THE COURTHOUSE IN BASTROP GO NORTH
 CP3167'ON NORTH WASHINGTON STREET FOR 0.3 MILE TO WEST HARRINGTON
 CP3167'AVENUE, TURN LEFT AND GO WEST ON WEST HARRINGTON AVENUE
 CP3167'FOR 0.3 MILE TO MARABLE, CONTINUE WEST ON WEST HARRINGTON
 CP3167'AVENUE FOR 0.2 MILE TO PRUETT STREET, TURN RIGHT AND GO
 CP3167'NORTH ON PRUETT STREET 0.05 MILE TO THE AZIMUTH MARK ON
 CP3167'THE RIGHT, TURN LEFT AND GO WEST ON WEST HARRINGTON AVENUE
 CP3167'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CP3167'
 CP3167'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CP3167'BASTROP 1939.
 CP3167'
 CP3167'REFERENCE MARK 1 IS 23 FEET SOUTH OF THE CENTER OF WEST
 CP3167'HARRINGTON AVENUE, 5 FEET WEST OF THE TRANSFORMER POLE AND
 CP3167'3 FEET WEST OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES
 CP3167'AND THE DISK IS STAMPED BASTROP NO 1 1939.
 CP3167'
 CP3167'REFERENCE MARK 2 IS 48 FEET NORTH OF A TELEPHONE POLE, 40
 CP3167'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF HIGMAN
 CP3167'STREET AND WEST HARRINGTON AVENUE, 12 FEET NORTHEAST OF A
 CP3167'FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 CP3167'STAMPED BASTROP NO 2 1939.
 CP3167'
 CP3167'THE AZIMUTH MARK IS 68 FEET NORTHEAST OF THE NORTHEAST CORNER
 CP3167'OF A HOUSE, 35 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 CP3167'OF WEST HARRINGTON AVENUE AND PRUETT STREET 3 FEET NORTH OF
 CP3167'A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT NORTH OF A FENCE
 CP3167'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CP3167'BASTROP 1939 RESET 1952.
 CP3167
 CP3167                          STATION RECOVERY (1967)
 CP3167
 CP3167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GCR)
 CP3167'THE STATION WAS VISITED.  THE STATION MARK WAS FOUND IN GOOD
 CP3167'CONDITION.  IT IS LOCATED IN A VACANT LOT, 143 FEET WEST
 CP3167'OF CENTER OF ELDRIDGE STREET, 40 FEET NORTH OF CENTER OF
 CP3167'HARRINGTON AVENUE, 54 FEET SOUTH OF A LARGE PECAN TREE AND
 CP3167'19 FEET EAST OF A NORTH-SOUTH FENCE, MARKED BY A STANDARD
 CP3167'STATION DISK STAMPED BASTROP 1939, SET IN TOP OF 12-INCH
 CP3167'SQUARE CONCRETE POST WHICH IS PROJECTING 4-INCHES ABOVE
 CP3167'GROUND LEVEL.
 CP3167'
 CP3167'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED
 CP3167'BASTROP 1939 NO. 1 SET IN TOP OF 12-INCH SQUARE CONCRETE
 CP3167'POST WHICH PROJECTS 8-INCHES ABOVE GROUND.  IT IS SITUATED
 CP3167'IN THE SOUTHWEST ANGLE OF THE INTERSECTION AT HARRINGTON
 CP3167'AVENUE AND ELDRIDGE STREET, AND AT THE CORNER OF PROPERTY
 CP3167'OWNED BY WILLIAM F. PENNINGTON.  REFERENCE MARK NO. 2 IS
 CP3167'A STANDARD REFERENCE DISK STAMPED BASTROP 1939 NO. 2 SET
 CP3167'IN TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CP3167'2-INCHES ABOVE GROUND LEVEL.  IT IS SITUATED IN THE NORTHEAST
 CP3167'ANGLE OF THE INTERSECTION OF HIGHMAN STREET AND HARRINGTON
 CP3167'AVENUE.
 CP3167'
 CP3167'THE AZIMUTH MARK WAS NOT RECOVERED.
 CP3167'
 CP3167'TO REACH THE STATION FROM THE COURTHOUSE IN BASTROP, GO
 CP3167'WEST ON U.S. HIGHWAY 165 FOR 0.4 MILE, TURN RIGHT AND GO
 CP3167'NORTH ON N MARABLE STREET FOR 1.0 TO TRAFFIC LIGHT AT VAN
 CP3167'AVENUE, TURN LEFT AND GO WEST ON VAN AVENUE FOR 0.4 MILE
 CP3167'TO ELDRIDGE STREET, TURN LEFT AND GO SOUTH ON ELDRIDGE STREET
 CP3167'FOR 0.1 MILE TO CROSSROAD, TURN RIGHT AND GO WEST ON HARRINGTON
 CP3167'AVENUE FOR 0.05 MILE TO THE STATION ON RIGHT IN VACANT LOT
 CP3167'AS DESCRIBED.
 CP3167'
 CP3167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 CP3167'NW SECTION OF BASTROP.
 CP3167
 CP3167                          STATION RECOVERY (2005)
 CP3167
 CP3167'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3167'THE STATION IS NOW LOCATED IN THE FRONT LAWN OF THE RESIDENCE AT 902
 CP3167'HARRINGTON, ABOUT EIGHT FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CP3167'HOUSE AND ABOUT TEN FEET NORTH OF AN EAST-WEST CHAIN LINK FENCE.
 CP3167'RECOVERED REFERENCE MARK NO. 1 IN GOOD CONDITION.  DID NOT FIND
 CP3167'REFERENCE MARK NO. 2.  DID NOT SEARCH FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3155 ***********************************************************************
 CP3155  DESIGNATION -  BASTROP ARK LA AND MO RR STK
 CP3155  PID         -  CP3155
 CP3155  STATE/COUNTY-  LA/MOREHOUSE
 CP3155  USGS QUAD   -  BASTROP (1994)
 CP3155
 CP3155                         *CURRENT SURVEY CONTROL
 CP3155  ___________________________________________________________________
 CP3155* NAD 83(1992)-  32 46 51.40250(N)    091 54 41.85383(W)     ADJUSTED  
 CP3155* NAVD 88     -                                                        
 CP3155  ___________________________________________________________________
 CP3155  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3155  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3155
 CP3155  HORZ ORDER  -  THIRD
 CP3155
 CP3155.The horizontal coordinates were established by classical geodetic methods
 CP3155.and adjusted by the National Geodetic Survey in September 1999..
 CP3155
 CP3155
 CP3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3155
 CP3155.The geoid height was determined by GEOID03.
 CP3155
 CP3155;                    North         East     Units Scale Factor Converg.
 CP3155;SPC LA N     -   253,060.163 1,055,122.184   MT  1.00002805   +0 18 39.9
 CP3155;SPC LA N     -   830,248.22  3,461,680.03   sFT  1.00002805   +0 18 39.9
 CP3155;UTM  15      - 3,627,527.103   601,924.412   MT  0.99972810   +0 35 21.6
 CP3155
 CP3155                          SUPERSEDED SURVEY CONTROL
 CP3155
 CP3155  NAD 83(1992)-  32 46 51.40400(N)    091 54 41.85358(W) AD(       ) 4
 CP3155  NAD 83(1986)-  32 46 51.41495(N)    091 54 41.84659(W) AD(       ) 4
 CP3155  NAD 27      -  32 46 50.93000(N)    091 54 41.38000(W) AD(       ) 3
 CP3155
 CP3155.Superseded values are not recommended for survey control.
 CP3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3155.See file dsdata.txt to determine how the superseded data were derived.
 CP3155
 CP3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0192427527(NAD 83)
 CP3155_MARKER: 63 = STACK
 CP3155
 CP3155  HISTORY     - Date     Condition        Report By
 CP3155  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3155
 CP3155                          STATION DESCRIPTION
 CP3155
 CP3155'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3155'POINT OBSERVED UPON WAS CENTER OF STACK BELONGING TO THE
 CP3155'ARKANSAS, MISSOURI AND LOUISIANA RAILROAD COMPANY.  STACK
 CP3155'IS A BRICK STRUCTURE APPROXIMATELY 90 FEET HIGH AND IS LOCATED
 CP3155'AT OLD ABANDONED BUILDING AT W SIDE OF RAILROAD TRACK, 0.1
 CP3155'MILE N OF RAILROAD STATION.
 CP3155'
 CP3155'OBSERVED UPON FROM TRIANGULATION STATIONS RAWLS, STEVENS,
 CP3155'BEEKMAN, BASTROP, CUTOVER AND ARRAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3158 ***********************************************************************
 CP3158  DESIGNATION -  BASTROP CONSOL CHEM IND STK
 CP3158  PID         -  CP3158
 CP3158  STATE/COUNTY-  LA/MOREHOUSE
 CP3158  USGS QUAD   -  BASTROP (1994)
 CP3158
 CP3158                         *CURRENT SURVEY CONTROL
 CP3158  ___________________________________________________________________
 CP3158* NAD 83(1992)-  32 47 23.24137(N)    091 54 39.88372(W)     ADJUSTED  
 CP3158* NAVD 88     -                                                        
 CP3158  ___________________________________________________________________
 CP3158  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CP3158  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3158
 CP3158  HORZ ORDER  -  THIRD
 CP3158
 CP3158.The horizontal coordinates were established by classical geodetic methods
 CP3158.and adjusted by the National Geodetic Survey in September 1999..
 CP3158
 CP3158
 CP3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3158
 CP3158.The geoid height was determined by GEOID03.
 CP3158
 CP3158;                    North         East     Units Scale Factor Converg.
 CP3158;SPC LA N     -   254,041.275 1,055,168.123   MT  1.00003039   +0 18 40.9
 CP3158;SPC LA N     -   833,467.08  3,461,830.75   sFT  1.00003039   +0 18 40.9
 CP3158;UTM  15      - 3,628,508.131   601,965.572   MT  0.99972820   +0 35 23.2
 CP3158
 CP3158                          SUPERSEDED SURVEY CONTROL
 CP3158
 CP3158  NAD 83(1992)-  32 47 23.24291(N)    091 54 39.88333(W) AD(       ) 4
 CP3158  NAD 83(1986)-  32 47 23.25390(N)    091 54 39.87632(W) AD(       ) 4
 CP3158  NAD 27      -  32 47 22.77300(N)    091 54 39.40600(W) AD(       ) 3
 CP3158
 CP3158.Superseded values are not recommended for survey control.
 CP3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3158.See file dsdata.txt to determine how the superseded data were derived.
 CP3158
 CP3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0196628508(NAD 83)
 CP3158_MARKER: 63 = STACK
 CP3158
 CP3158  HISTORY     - Date     Condition        Report By
 CP3158  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3158  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 CP3158
 CP3158                          STATION DESCRIPTION
 CP3158
 CP3158'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3158'POINT OBSERVED UPON WAS THE CENTER OF CONCRETE STACK AT THE
 CP3158'CONSOLIDATED CHEMICAL INDUSTRIES, INC.  PLANT LOCATED AT
 CP3158'THE CITY LIMITS AT N SIDE OF BASTROP.  STACK IS APPROXIMATELY
 CP3158'75 FEET HIGH.
 CP3158'
 CP3158'OBSERVED UPON FROM TRIANGULATION STATIONS RAWLS, BEEKMAN,
 CP3158'STEVENS, BASTROP, CUTOVER AND ARRAT.
 CP3158
 CP3158                          STATION RECOVERY (2005)
 CP3158
 CP3158'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3159 ***********************************************************************
 CP3159  DESIGNATION -  BASTROP CONSOL CHEM IND INC TK
 CP3159  PID         -  CP3159
 CP3159  STATE/COUNTY-  LA/MOREHOUSE
 CP3159  USGS QUAD   -  BASTROP (1994)
 CP3159
 CP3159                         *CURRENT SURVEY CONTROL
 CP3159  ___________________________________________________________________
 CP3159* NAD 83(1992)-  32 47 23.15750(N)    091 54 37.82148(W)     ADJUSTED  
 CP3159* NAVD 88     -                                                        
 CP3159  ___________________________________________________________________
 CP3159  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 CP3159  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3159
 CP3159  HORZ ORDER  -  THIRD
 CP3159
 CP3159.The horizontal coordinates were established by classical geodetic methods
 CP3159.and adjusted by the National Geodetic Survey in September 1999..
 CP3159
 CP3159
 CP3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3159
 CP3159.The geoid height was determined by GEOID03.
 CP3159
 CP3159;                    North         East     Units Scale Factor Converg.
 CP3159;SPC LA N     -   254,038.983 1,055,221.799   MT  1.00003039   +0 18 42.0
 CP3159;SPC LA N     -   833,459.56  3,462,006.85   sFT  1.00003039   +0 18 42.0
 CP3159;UTM  15      - 3,628,506.101   602,019.242   MT  0.99972833   +0 35 24.3
 CP3159
 CP3159                          SUPERSEDED SURVEY CONTROL
 CP3159
 CP3159  NAD 83(1992)-  32 47 23.15898(N)    091 54 37.82122(W) AD(       ) 4
 CP3159  NAD 83(1986)-  32 47 23.16999(N)    091 54 37.81417(W) AD(       ) 4
 CP3159  NAD 27      -  32 47 22.68100(N)    091 54 37.36100(W) AD(       ) 3
 CP3159
 CP3159.Superseded values are not recommended for survey control.
 CP3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3159.See file dsdata.txt to determine how the superseded data were derived.
 CP3159
 CP3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0201928506(NAD 83)
 CP3159_MARKER: 53 = ELEVATED TANK
 CP3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3159+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP3159
 CP3159  HISTORY     - Date     Condition        Report By
 CP3159  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3159  HISTORY     - 20050804 GOOD             GEOCAC
 CP3159
 CP3159                          STATION DESCRIPTION
 CP3159
 CP3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3159'POINT OBSERVED UPON WAS FINIAL OF WATER TANK AT THE CONSOLIDATED
 CP3159'CHEMICAL INDUSTRIES, INC. PLANT.  LOCALITY AT THE CITY LIMITS
 CP3159'AT THE N EDGE OF TOWN.  TANK IS A STEEL STRUCTURE, PAINTED
 CP3159'SILVER IS APPROXIMATELY 100 FEET HIGH.
 CP3159'
 CP3159'OBSERVED UPON FROM TRIANGULATION STATIONS RAWLS, BEEKMAN,
 CP3159'BASTROP, CUTOVER AND ARRAT.
 CP3159
 CP3159                          STATION RECOVERY (2005)
 CP3159
 CP3159'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3159'THE TANK IS NOW PAINTED LIGHT GREEN AND IS LOCATED ON A FACILITY
 CP3159'OPERATED BY GEO SPECIALTY CHEMICALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3154 ***********************************************************************
 CP3154  DESIGNATION -  BASTROP COURTHOUSE
 CP3154  PID         -  CP3154
 CP3154  STATE/COUNTY-  LA/MOREHOUSE
 CP3154  USGS QUAD   -  BASTROP (1994)
 CP3154
 CP3154                         *CURRENT SURVEY CONTROL
 CP3154  ___________________________________________________________________
 CP3154* NAD 83(1992)-  32 46 40.01839(N)    091 54 49.92110(W)     ADJUSTED  
 CP3154* NAVD 88     -                                                        
 CP3154  ___________________________________________________________________
 CP3154  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3154  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3154
 CP3154  HORZ ORDER  -  THIRD
 CP3154
 CP3154.The horizontal coordinates were established by classical geodetic methods
 CP3154.and adjusted by the National Geodetic Survey in September 1999..
 CP3154
 CP3154
 CP3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3154
 CP3154.The geoid height was determined by GEOID03.
 CP3154
 CP3154;                    North         East     Units Scale Factor Converg.
 CP3154;SPC LA N     -   252,708.325 1,054,914.142   MT  1.00002722   +0 18 35.6
 CP3154;SPC LA N     -   829,093.90  3,460,997.48   sFT  1.00002722   +0 18 35.6
 CP3154;UTM  15      - 3,627,174.365   601,718.143   MT  0.99972758   +0 35 17.0
 CP3154
 CP3154                          SUPERSEDED SURVEY CONTROL
 CP3154
 CP3154  NAD 83(1992)-  32 46 40.01989(N)    091 54 49.92089(W) AD(       ) 4
 CP3154  NAD 83(1986)-  32 46 40.03082(N)    091 54 49.91382(W) AD(       ) 4
 CP3154  NAD 27      -  32 46 39.54500(N)    091 54 49.45100(W) AD(       ) 3
 CP3154
 CP3154.Superseded values are not recommended for survey control.
 CP3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3154.See file dsdata.txt to determine how the superseded data were derived.
 CP3154
 CP3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0171827174(NAD 83)
 CP3154_MARKER: 82 = FINIAL
 CP3154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3154+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP3154
 CP3154  HISTORY     - Date     Condition        Report By
 CP3154  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3154  HISTORY     - 20050804 GOOD             GEOCAC
 CP3154
 CP3154                          STATION DESCRIPTION
 CP3154
 CP3154'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3154'POINT OBSERVED UPON WAS THE FINIAL ON THE DOME OF THE MOREHOUSE
 CP3154'PARISH COURTHOUSE.  LOCATED IN THE CENTRAL PART OF BASTROP.
 CP3154'DOME IS APPROXIMATELY 80 FEET ABOVE GROUND.
 CP3154'
 CP3154'OBSERVED UPON FROM TRIANGULATION STATIONS BEEKMAN, BASTROP,
 CP3154'CUTOVER, AND ARRAT.
 CP3154
 CP3154                          STATION RECOVERY (2005)
 CP3154
 CP3154'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3160 ***********************************************************************
 CP3160  DESIGNATION -  BASTROP LA PAPER MILL STACK
 CP3160  PID         -  CP3160
 CP3160  STATE/COUNTY-  LA/MOREHOUSE
 CP3160  USGS QUAD   -  BASTROP (1994)
 CP3160
 CP3160                         *CURRENT SURVEY CONTROL
 CP3160  ___________________________________________________________________
 CP3160* NAD 83(1992)-  32 46 56.98336(N)    091 54 32.79406(W)     ADJUSTED  
 CP3160* NAVD 88     -                                                        
 CP3160  ___________________________________________________________________
 CP3160  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CP3160  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3160
 CP3160  HORZ ORDER  -  THIRD
 CP3160
 CP3160.The horizontal coordinates were established by classical geodetic methods
 CP3160.and adjusted by the National Geodetic Survey in September 1999..
 CP3160
 CP3160
 CP3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3160
 CP3160.The geoid height was determined by GEOID03.
 CP3160
 CP3160;                    North         East     Units Scale Factor Converg.
 CP3160;SPC LA N     -   253,233.370 1,055,357.014   MT  1.00002846   +0 18 44.7
 CP3160;SPC LA N     -   830,816.48  3,462,450.47   sFT  1.00002846   +0 18 44.7
 CP3160;UTM  15      - 3,627,701.397   602,158.328   MT  0.99972868   +0 35 26.6
 CP3160
 CP3160                          SUPERSEDED SURVEY CONTROL
 CP3160
 CP3160  NAD 83(1992)-  32 46 56.98484(N)    091 54 32.79375(W) AD(       ) 4
 CP3160  NAD 83(1986)-  32 46 56.99580(N)    091 54 32.78675(W) AD(       ) 4
 CP3160  NAD 27      -  32 46 56.51100(N)    091 54 32.31800(W) AD(       ) 3
 CP3160
 CP3160.Superseded values are not recommended for survey control.
 CP3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3160.See file dsdata.txt to determine how the superseded data were derived.
 CP3160
 CP3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0215827701(NAD 83)
 CP3160_MARKER: 63 = STACK
 CP3160
 CP3160  HISTORY     - Date     Condition        Report By
 CP3160  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3160  HISTORY     - 20050804 POOR             GEOCAC
 CP3160
 CP3160                          STATION DESCRIPTION
 CP3160
 CP3160'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3160'POINT OBSERVED UPON WAS CENTER OF CONCRETE STACK AT THE
 CP3160'LOUISIANA PAPER MILL PLANT, LOCATED AT THE N CENTRAL PART
 CP3160'OF BASTROP.  STACK IS APPROXIMATELY 150 FEET HIGH.
 CP3160'
 CP3160'OBSERVED UPON FROM TRIANGULATION STATIONS RAWLS, STEVENS,
 CP3160'BEEKMAN, BASTROP, ROUGE, CUTOVER AND ARRAT.
 CP3160
 CP3160                          STATION RECOVERY (2005)
 CP3160
 CP3160'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3160'THERE ARE FOUR STACKS OF EQUAL HEIGHT RISING FROM THE INTERNATIONAL
 CP3160'PAPER FACILITY.  THEY ARE WITHIN 50 FET OF EACH OTHER.  USE WITH
 CP3160'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3161 ***********************************************************************
 CP3161  DESIGNATION -  BASTROP LA PAPER MILL TANK
 CP3161  PID         -  CP3161
 CP3161  STATE/COUNTY-  LA/MOREHOUSE
 CP3161  USGS QUAD   -  BASTROP (1994)
 CP3161
 CP3161                         *CURRENT SURVEY CONTROL
 CP3161  ___________________________________________________________________
 CP3161* NAD 83(1992)-  32 47 00.82256(N)    091 54 31.79960(W)     ADJUSTED  
 CP3161* NAVD 88     -                                                        
 CP3161  ___________________________________________________________________
 CP3161  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CP3161  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3161
 CP3161  HORZ ORDER  -  THIRD
 CP3161
 CP3161.The horizontal coordinates were established by classical geodetic methods
 CP3161.and adjusted by the National Geodetic Survey in September 1999..
 CP3161
 CP3161
 CP3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3161
 CP3161.The geoid height was determined by GEOID03.
 CP3161
 CP3161;                    North         East     Units Scale Factor Converg.
 CP3161;SPC LA N     -   253,351.782 1,055,382.248   MT  1.00002874   +0 18 45.2
 CP3161;SPC LA N     -   831,204.97  3,462,533.26   sFT  1.00002874   +0 18 45.2
 CP3161;UTM  15      - 3,627,819.894   602,182.979   MT  0.99972875   +0 35 27.2
 CP3161
 CP3161                          SUPERSEDED SURVEY CONTROL
 CP3161
 CP3161  NAD 83(1992)-  32 47 00.82404(N)    091 54 31.79928(W) AD(       ) 4
 CP3161  NAD 83(1986)-  32 47 00.83502(N)    091 54 31.79227(W) AD(       ) 4
 CP3161  NAD 27      -  32 47 00.35000(N)    091 54 31.32400(W) AD(       ) 3
 CP3161
 CP3161.Superseded values are not recommended for survey control.
 CP3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3161.See file dsdata.txt to determine how the superseded data were derived.
 CP3161
 CP3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0218327820(NAD 83)
 CP3161_MARKER: 53 = ELEVATED TANK
 CP3161
 CP3161  HISTORY     - Date     Condition        Report By
 CP3161  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3161  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 CP3161
 CP3161                          STATION DESCRIPTION
 CP3161
 CP3161'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3161'POINT OBSERVED UPON WAS FINIAL OF WATER TANK AT THE LOUISIANA
 CP3161'PAPER MILL PLANT IN THE N CENTRAL PART OF BASTROP.  TANK
 CP3161'IS A STEEL STRUCTURE PAINTED SILVER WITH SMALL PINE TREE
 CP3161'TRADE MARK PAINTED ON TANK.  TANK IS APPROXIMATELY 125 FEET
 CP3161'HIGH.
 CP3161'
 CP3161'OBSERVED UPON FROM TRIANGULATION STATIONS RAWLS, STEVENS,
 CP3161'BEEKMAN, BASTROP, ROUGE, CUTOVER AND ARRAT.
 CP3161
 CP3161                          STATION RECOVERY (2005)
 CP3161
 CP3161'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3153 ***********************************************************************
 CP3153  DESIGNATION -  BASTROP LOUISIANA P AND L TANK
 CP3153  PID         -  CP3153
 CP3153  STATE/COUNTY-  LA/MOREHOUSE
 CP3153  USGS QUAD   -  BASTROP (1994)
 CP3153
 CP3153                         *CURRENT SURVEY CONTROL
 CP3153  ___________________________________________________________________
 CP3153* NAD 83(1992)-  32 46 38.85463(N)    091 54 45.40879(W)     ADJUSTED  
 CP3153* NAVD 88     -                                                        
 CP3153  ___________________________________________________________________
 CP3153  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3153  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3153
 CP3153  HORZ ORDER  -  THIRD
 CP3153
 CP3153.The horizontal coordinates were established by classical geodetic methods
 CP3153.and adjusted by the National Geodetic Survey in September 1999..
 CP3153
 CP3153
 CP3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3153
 CP3153.The geoid height was determined by GEOID03.
 CP3153
 CP3153;                    North         East     Units Scale Factor Converg.
 CP3153;SPC LA N     -   252,673.110 1,055,031.767   MT  1.00002714   +0 18 38.0
 CP3153;SPC LA N     -   828,978.36  3,461,383.39   sFT  1.00002714   +0 18 38.0
 CP3153;UTM  15      - 3,627,139.732   601,835.902   MT  0.99972787   +0 35 19.5
 CP3153
 CP3153                          SUPERSEDED SURVEY CONTROL
 CP3153
 CP3153  NAD 83(1992)-  32 46 38.85612(N)    091 54 45.40860(W) AD(       ) 4
 CP3153  NAD 83(1986)-  32 46 38.86708(N)    091 54 45.40153(W) AD(       ) 4
 CP3153  NAD 27      -  32 46 38.38100(N)    091 54 44.93900(W) AD(       ) 3
 CP3153
 CP3153.Superseded values are not recommended for survey control.
 CP3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3153.See file dsdata.txt to determine how the superseded data were derived.
 CP3153
 CP3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0183627140(NAD 83)
 CP3153_MARKER: 53 = ELEVATED TANK
 CP3153
 CP3153  HISTORY     - Date     Condition        Report By
 CP3153  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3153  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 CP3153
 CP3153                          STATION DESCRIPTION
 CP3153
 CP3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3153'POINT OBSERVED UPON WAS FINIAL OF WATER TANK OF THE LOUISIANA
 CP3153'POWER AND LIGHT COMPANY.  TANK IS A STEEL STRUCTURE, PAINTED
 CP3153'SILVER AND IS APPROXIMATELY 125 FEET HIGH.  TANK IS LOCATED
 CP3153'IN THE CENTRAL PART OF TOWN ONE BLOCK E OF SE CORNER OF SQUARE.
 CP3153'
 CP3153'OBSERVED UPON FROM TRIANGULATION STATIONS RAWLS, STEVENS,
 CP3153'BEEKMAN, BASTROP, CUTOVER AND ARRAT.
 CP3153
 CP3153                          STATION RECOVERY (2005)
 CP3153
 CP3153'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2334 ***********************************************************************
 CP2334  DESIGNATION -  BASTROP RESET
 CP2334  PID         -  CP2334
 CP2334  STATE/COUNTY-  LA/MOREHOUSE
 CP2334  USGS QUAD   -  BASTROP (1994)
 CP2334
 CP2334                         *CURRENT SURVEY CONTROL
 CP2334  ___________________________________________________________________
 CP2334* NAD 83(1986)-  32 46 40.     (N)    091 54 45.     (W)     SCALED    
 CP2334* NAVD 88     -        44.184  (meters)     144.96   (feet)  ADJUSTED  
 CP2334  ___________________________________________________________________
 CP2334  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP2334  DYNAMIC HT  -          44.136 (meters)     144.80  (feet)  COMP
 CP2334  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 CP2334
 CP2334  VERT ORDER  -  SECOND    CLASS I
 CP2334
 CP2334.The horizontal coordinates were scaled from a topographic map and have
 CP2334.an estimated accuracy of +/- 6 seconds.
 CP2334
 CP2334.The orthometric height was determined by differential leveling
 CP2334.and adjusted by the National Geodetic Survey in June 1991..
 CP2334
 CP2334.The geoid height was determined by GEOID03.
 CP2334
 CP2334.The dynamic height is computed by dividing the NAVD 88
 CP2334.geopotential number by the normal gravity value computed on the
 CP2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2334.degrees latitude (g = 980.6199 gals.).
 CP2334
 CP2334.The modeled gravity was interpolated from observed gravity values.
 CP2334
 CP2334;                    North         East    Units  Estimated Accuracy
 CP2334;SPC LA N     -   252,710.    1,055,040.      MT  (+/- 180 meters Scaled)
 CP2334
 CP2334                          SUPERSEDED SURVEY CONTROL
 CP2334
 CP2334.No superseded survey control is available for this station.
 CP2334
 CP2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS018271(NAD 83)
 CP2334_MARKER: DB = BENCH MARK DISK
 CP2334_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP2334_SP_SET: SIDEWALK
 CP2334_STAMPING: BASTROP RESET 1978
 CP2334_MARK LOGO: NGS   
 CP2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2334+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP2334
 CP2334  HISTORY     - Date     Condition        Report By
 CP2334  HISTORY     - 1978     MONUMENTED       NGS
 CP2334  HISTORY     - 1986     GOOD             LADTD
 CP2334  HISTORY     - 20050804 GOOD             GEOCAC
 CP2334
 CP2334                          STATION DESCRIPTION
 CP2334
 CP2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 CP2334'IN BASTROP.
 CP2334'AT THE CITY HALL IN BASTROP, IN A LARGE CONCRETE SLAB WITH ADDITIONAL
 CP2334'CONCRETE BELOW THE SLAB, 15.3 METERS (50.3 FT) NORTHWEST OFTHE
 CP2334'NORTHWEST CORNER OF THE CITY HALL BUILDING, 12.1 METERS (39.7 FT)
 CP2334'WEST OF THE CENTER OF SOUTH FRANKLIN STREET, 30.8 METERS (101.0 FT)
 CP2334'SOUTHWEST OF THE NORTHEAST CORNER OF THE LOUISIANA MOTOR HOTEL,
 CP2334'3.2 METERS (10.5 FT) EAST OF THE EAST EDGE CENTER OF A CONCRETE
 CP2334'BLOCK FLOWER BOX, 1.0 METERS (3.4 FT) SOUTH OF THE CENTER FLAG POLE,
 CP2334'AND 0.9 METER (3.1 FT) NORTH OF THE SOUTH ONE OF THREE FLAGPOLES.
 CP2334
 CP2334                          STATION RECOVERY (1986)
 CP2334
 CP2334'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2334'RECOVERED IN GOOD CONDITION.
 CP2334
 CP2334                          STATION RECOVERY (2005)
 CP2334
 CP2334'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP2334'THE STATION IS 39.7 FEET EAST OF THE CENTER OF SOUTH FRANKLIN STREET
 CP2334'AND AT HANDHELD COORDINATES N32-46-37.02 W091-54-47.28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3157 ***********************************************************************
 CP3157  DESIGNATION -  BASTROP SO KRAFT CORP STACK
 CP3157  PID         -  CP3157
 CP3157  STATE/COUNTY-  LA/MOREHOUSE
 CP3157  USGS QUAD   -  BASTROP (1994)
 CP3157
 CP3157                         *CURRENT SURVEY CONTROL
 CP3157  ___________________________________________________________________
 CP3157* NAD 83(1992)-  32 46 29.97546(N)    091 54 40.81923(W)     ADJUSTED  
 CP3157* NAVD 88     -                                                        
 CP3157  ___________________________________________________________________
 CP3157  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3157  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3157
 CP3157  HORZ ORDER  -  THIRD
 CP3157
 CP3157.The horizontal coordinates were established by classical geodetic methods
 CP3157.and adjusted by the National Geodetic Survey in September 1999..
 CP3157
 CP3157
 CP3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3157
 CP3157.The geoid height was determined by GEOID03.
 CP3157
 CP3157;                    North         East     Units Scale Factor Converg.
 CP3157;SPC LA N     -   252,400.226 1,055,152.694   MT  1.00002649   +0 18 40.4
 CP3157;SPC LA N     -   828,083.07  3,461,780.13   sFT  1.00002649   +0 18 40.4
 CP3157;UTM  15      - 3,626,867.519   601,958.116   MT  0.99972818   +0 35 21.8
 CP3157
 CP3157                          SUPERSEDED SURVEY CONTROL
 CP3157
 CP3157  NAD 83(1992)-  32 46 29.97691(N)    091 54 40.81906(W) AD(       ) 4
 CP3157  NAD 83(1986)-  32 46 29.98785(N)    091 54 40.81187(W) AD(       ) 4
 CP3157  NAD 27      -  32 46 29.50100(N)    091 54 40.34500(W) AD(       ) 3
 CP3157
 CP3157.Superseded values are not recommended for survey control.
 CP3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3157.See file dsdata.txt to determine how the superseded data were derived.
 CP3157
 CP3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0195826868(NAD 83)
 CP3157_MARKER: 63 = STACK
 CP3157
 CP3157  HISTORY     - Date     Condition        Report By
 CP3157  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3157  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 CP3157
 CP3157                          STATION DESCRIPTION
 CP3157
 CP3157'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3157'POINT OBSERVED UPON WAS THE CENTER OF STACK OF THE SOUTHERN
 CP3157'CRAFT CORPORATION BASTROP MILL.  STACK IS A BRICK STRUCTURE
 CP3157'APPROXIMATELY 150 FEET HIGH.  LOCATED IN THE CENTRAL PART
 CP3157'OF BASTROP JUST S OF THE RAILROAD.
 CP3157'
 CP3157'OBSERVED UPON FROM TRIANGULATION STATIONS RAWLS, STEVENS,
 CP3157'BEEKMAN, BASTROP, ROUGE, CUTOVER AND ARRAT.
 CP3157
 CP3157                          STATION RECOVERY (2005)
 CP3157
 CP3157'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3156 ***********************************************************************
 CP3156  DESIGNATION -  BASTROP SOU KRAFT CORP TANK
 CP3156  PID         -  CP3156
 CP3156  STATE/COUNTY-  LA/MOREHOUSE
 CP3156  USGS QUAD   -  BASTROP (1994)
 CP3156
 CP3156                         *CURRENT SURVEY CONTROL
 CP3156  ___________________________________________________________________
 CP3156* NAD 83(1992)-  32 46 32.87666(N)    091 54 40.99154(W)     ADJUSTED  
 CP3156* NAVD 88     -                                                        
 CP3156  ___________________________________________________________________
 CP3156  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3156  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3156
 CP3156  HORZ ORDER  -  THIRD
 CP3156
 CP3156.The horizontal coordinates were established by classical geodetic methods
 CP3156.and adjusted by the National Geodetic Survey in September 1999..
 CP3156
 CP3156
 CP3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3156
 CP3156.The geoid height was determined by GEOID03.
 CP3156
 CP3156;                    North         East     Units Scale Factor Converg.
 CP3156;SPC LA N     -   252,489.576 1,055,147.724   MT  1.00002670   +0 18 40.3
 CP3156;SPC LA N     -   828,376.22  3,461,763.82   sFT  1.00002670   +0 18 40.3
 CP3156;UTM  15      - 3,626,956.818   601,952.714   MT  0.99972817   +0 35 21.8
 CP3156
 CP3156                          SUPERSEDED SURVEY CONTROL
 CP3156
 CP3156  NAD 83(1992)-  32 46 32.87812(N)    091 54 40.99135(W) AD(       ) 4
 CP3156  NAD 83(1986)-  32 46 32.88906(N)    091 54 40.98423(W) AD(       ) 4
 CP3156  NAD 27      -  32 46 32.40300(N)    091 54 40.52000(W) AD(       ) 3
 CP3156
 CP3156.Superseded values are not recommended for survey control.
 CP3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3156.See file dsdata.txt to determine how the superseded data were derived.
 CP3156
 CP3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0195326957(NAD 83)
 CP3156_MARKER: 53 = ELEVATED TANK
 CP3156
 CP3156  HISTORY     - Date     Condition        Report By
 CP3156  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3156  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 CP3156
 CP3156                          STATION DESCRIPTION
 CP3156
 CP3156'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3156'POINT OBSERVED UPON WAS THE FINIAL OF WATER TANK OF THE
 CP3156'SOUTHERN CRAFT CORPORATION BASTROP MILL.  LOCATED IN THE S
 CP3156'CENTRAL PART OF BASTROP JUST S OF THE RAILROAD STATION.  TANK
 CP3156'IS A STEEL STRUCTURE PAINTED SILVER AND IS APPROXIMATELY 100
 CP3156'FEET HIGH.
 CP3156'
 CP3156'OBSERVED UPON FROM TRIANGULATION STATIONS RAWLS, STEVENS,
 CP3156'BEEKMAN, BASTROP, CUTOVER, ARRAT AND ROUGE.
 CP3156
 CP3156                          STATION RECOVERY (2005)
 CP3156
 CP3156'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3146 ***********************************************************************
 CP3146  DESIGNATION -  BASTROP TEXAS GAS KKE 271 MAST
 CP3146  PID         -  CP3146
 CP3146  STATE/COUNTY-  LA/MOREHOUSE
 CP3146  USGS QUAD   -  TWIN OAKS (1988)
 CP3146
 CP3146                         *CURRENT SURVEY CONTROL
 CP3146  ___________________________________________________________________
 CP3146* NAD 83(1992)-  32 57 33.10820(N)    091 51 18.13419(W)     ADJUSTED  
 CP3146* NAVD 88     -                                                        
 CP3146  ___________________________________________________________________
 CP3146  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CP3146  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CP3146
 CP3146  HORZ ORDER  -  THIRD
 CP3146
 CP3146.The horizontal coordinates were established by classical geodetic methods
 CP3146.and adjusted by the National Geodetic Survey in September 1999..
 CP3146
 CP3146
 CP3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3146
 CP3146.The geoid height was determined by GEOID03.
 CP3146
 CP3146;                    North         East     Units Scale Factor Converg.
 CP3146;SPC LA N     -   272,859.514 1,060,306.024   MT  1.00007980   +0 20 27.6
 CP3146;SPC LA N     -   895,206.59  3,478,687.35   sFT  1.00007980   +0 20 27.6
 CP3146;UTM  15      - 3,647,345.244   607,009.782   MT  0.99974119   +0 37 22.7
 CP3146
 CP3146                          SUPERSEDED SURVEY CONTROL
 CP3146
 CP3146  NAD 83(1992)-  32 57 33.11257(N)    091 51 18.13102(W) AD(       ) 4
 CP3146  NAD 83(1986)-  32 57 33.12101(N)    091 51 18.12705(W) AD(       ) 4
 CP3146  NAD 27      -  32 57 32.65803(N)    091 51 17.66622(W) AD(       ) 3
 CP3146
 CP3146.Superseded values are not recommended for survey control.
 CP3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3146.See file dsdata.txt to determine how the superseded data were derived.
 CP3146
 CP3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0701047345(NAD 83)
 CP3146_MARKER: 42 = RADIO/TV MAST
 CP3146
 CP3146  HISTORY     - Date     Condition        Report By
 CP3146  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP3146
 CP3146                          STATION DESCRIPTION
 CP3146
 CP3146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3146'TEXAS GAS TRANSMISSION CORPORATION MAST IS LOCATED ABOUT 13
 CP3146'MILES NORTH-NORTHEAST OF BASTROP, ON THE EAST SIDE OF STATE
 CP3146'HIGHWAY 139 AND IN THE SOUTHEAST 1/4 SECTION 21.  T 23 N.  R 6
 CP3146'E.  .
 CP3146'
 CP3146'A STEEL MAST, 250 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE
 CP3146'SECTIONS WITH RED LIGHT AT TOP AND ROUND ANTENNAE FANS MOUNTED
 CP3146'NEAR THE TOP.
 CP3146'
 CP3146'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1797 ***********************************************************************
 BH1797  DESIGNATION -  BAT
 BH1797  PID         -  BH1797
 BH1797  STATE/COUNTY-  LA/ORLEANS
 BH1797  USGS QUAD   -  CHEF MENTEUR (1994)
 BH1797
 BH1797                         *CURRENT SURVEY CONTROL
 BH1797  ___________________________________________________________________
 BH1797* NAD 83(1992)-  30 03 40.10282(N)    089 52 00.76219(W)     ADJUSTED  
 BH1797* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BH1797  **This station is located in a subsidence area (see below).
 BH1797  ___________________________________________________________________
 BH1797  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BH1797  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BH1797  DYNAMIC HT  -          -0.0   (meters)      -0.    (feet)  COMP
 BH1797  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 BH1797
 BH1797  HORZ ORDER  -  SECOND
 BH1797  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1797
 BH1797.The horizontal coordinates were established by classical geodetic methods
 BH1797.and adjusted by the National Geodetic Survey in May 1994..
 BH1797
 BH1797 ** The orthometric height has not been validated since last determined
 BH1797 ** by differential leveling and should not be used for control purposes.
 BH1797 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1797 ** area with valid NAVD 88 orthometric heights.
 BH1797 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1797 ** epoch indicated which incorporates improved geoid heights for the
 BH1797 ** Southern Louisiana Subsidence area.
 BH1797 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1797.The orthometric height was scaled from a topographic map.
 BH1797.The vertical order pertains to the first NAVD 88 superseded value.
 BH1797
 BH1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1797
 BH1797.The geoid height was determined by GEOID03.
 BH1797
 BH1797.The dynamic height is computed by dividing the NAVD 88
 BH1797.geopotential number by the normal gravity value computed on the
 BH1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1797.degrees latitude (g = 980.6199 gals.).
 BH1797
 BH1797.The modeled gravity was interpolated from observed gravity values.
 BH1797
 BH1797;                    North         East     Units Scale Factor Converg.
 BH1797;SPC LA S     -   173,948.171 1,141,391.688   MT  0.99992630   +0 43 59.7
 BH1797;SPC LA S     -   570,694.96  3,744,715.90   sFT  0.99992630   +0 43 59.7
 BH1797;UTM  16      - 3,329,025.789   223,607.996   MT  1.00054261   -1 26 13.2
 BH1797
 BH1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1797!SPC LA S     -   1.00000414  x   0.99992630  =   0.99993043
 BH1797!UTM  16      -   1.00000414  x   1.00054261  =   1.00054675
 BH1797
 BH1797:                Primary Azimuth Mark                     Grid Az
 BH1797:SPC LA S     -  BAT AZ MK                                024 55 54.5
 BH1797:UTM  16      -  BAT AZ MK                                027 06 07.4
 BH1797
 BH1797|---------------------------------------------------------------------|
 BH1797| PID    Reference Object                     Distance      Geod. Az  |
 BH1797|                                                           dddmmss.s |
 BH1797| DD8343 BAT AZ MK                                          0253954.2 |
 BH1797| BH1796 BAT RM 1                             14.848 METERS 04006     |
 BH1797| BH1798 BAT RM 2                             14.622 METERS 21143     |
 BH1797| BH2820 BAT LDH 1972 A POINT                 11.255 METERS 26403     |
 BH1797|---------------------------------------------------------------------|
 BH1797
 BH1797                          SUPERSEDED SURVEY CONTROL
 BH1797
 BH1797  NAD 83(1992)-  30 03 40.10283(N)    089 52 00.76217(W) AD(       ) 2
 BH1797  NAD 83(1986)-  30 03 40.11567(N)    089 52 00.75820(W) AD(       ) 2
 BH1797  NAD 27      -  30 03 39.39652(N)    089 52 00.52277(W) AD(       ) 2
 BH1797  NAVD 88 (02/14/94)   -0.028  (m)           -0.09   (f) UNKNOWN     1 1
 BH1797  NAVD 88 (06/15/91)   -0.002  (m)           -0.01   (f) UNKNOWN     1 1
 BH1797  NGVD 29 (05/21/91)    0.032  (m)            0.10   (f) ADJUSTED    1 1
 BH1797
 BH1797.Superseded values are not recommended for survey control.
 BH1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1797.See file dsdata.txt to determine how the superseded data were derived.
 BH1797
 BH1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2360829026(NAD 83)
 BH1797_MARKER: DS = TRIANGULATION STATION DISK
 BH1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1797_SP_SET: CONCRETE POST
 BH1797_STAMPING: BAT 1972
 BH1797_MARK LOGO: LADHGS
 BH1797_PROJECTION: RECESSED 30 CENTIMETERS
 BH1797_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1797+STABILITY: SURFACE MOTION
 BH1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1797+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1994
 BH1797
 BH1797  HISTORY     - Date     Condition        Report By
 BH1797  HISTORY     - 1972     MONUMENTED       LADH
 BH1797  HISTORY     - 1985     GOOD             NGS
 BH1797  HISTORY     - 1986     GOOD             NGS
 BH1797  HISTORY     - 19901019 GOOD             NGS
 BH1797  HISTORY     - 19941024 GOOD             NGS
 BH1797
 BH1797                          STATION DESCRIPTION
 BH1797
 BH1797'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BH1797'THE STATION IS LOCATED 9 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, 15
 BH1797'MILES SOUTH OF SLIDELL AND 14 MILES NORTHEAST OF GRETNA, IN THE
 BH1797'NORTH- WEST QUARTER OF SECTION 35, T11S, R13E, AND ON THE PROPERTY
 BH1797'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BH1797'
 BH1797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 WITH STATE
 BH1797'HIGHWAY 47 AT THE EAST EDGE OF NEW ORLEANS, GO NORTHEAST ON U.S.
 BH1797'HIGHWAY 90 FOR 4.5 MILES.  THE STATION IS SET ON THE RIGHT AND
 BH1797'SOUTH- EAST OF THE HIGHWAY NEAR A FIRE HYDRANT AND A POWER POLE.
 BH1797'
 BH1797'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON U.S.
 BH1797'HIGH- WAY 90 FOR 0.5 MILE.  THE MARK IS SET ON THE RIGHT AND
 BH1797'SOUTHEAST OF THE HIGHWAY NEAR A POWER POLE AND A FIRE HYDRANT.
 BH1797'
 BH1797'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH1797'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH1797'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER CASING THAT IS 12
 BH1797'INCHES BELOW THE SURFACE OF THE GROUND.  THE SUB-SURFACE MARK DISK
 BH1797'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES
 BH1797'BELOW THE GROUND SURFACE.  THEY ARE STAMPED BAT 1972.  THE MARK IS
 BH1797'113 FEET WEST OF FIRE HYDRANT NO. 34, 113 FEET SOUTHEAST OF POWER
 BH1797'POLE NO. 383, 54 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 BH1797'U.S. HIGHWAY 90, AND 3 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BH1797'
 BH1797'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH1797'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH1797'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH1797'STAMPED BAT R.M. 1 1972.  IT IS 162 FEET SOUTHEAST OF POWER POLE
 BH1797'NO.  383, 156 FEET SOUTHWEST OF POWER POLE NO. 384, 64 FEET
 BH1797'SOUTHWEST OF A FIRE HYDRANT, AND 55 FEET SOUTH OF THE CENTER OF THE
 BH1797'EAST BOUND LANE ON U.S. HIGHWAY 90.
 BH1797'
 BH1797'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH1797'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH1797'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH1797'STAMPED BAT R.M. 2 1972.  IT IS 161 FEET WEST OF A FIRE HYDRANT,
 BH1797'100 FEET SOUTHEAST OF A TELEPHONE CABLE JUNCTION BOX, 68 FEET
 BH1797'SOUTHEAST OF A POWER POLE, AND 56 FEET SOUTH OF THE CENTER OF THE
 BH1797'EAST BOUND LANE ON U.S. HIGHWAY 90.
 BH1797'
 BH1797'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH1797'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH1797'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH1797'STAMPED BAT AZ. MK. 1972.  IT IS 96 FEET WEST OF FIRE HYDRANT NO.
 BH1797'39, 51 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE ON U.S.
 BH1797'HIGHWAY 90, 29 FEET SOUTHEAST OF POWER POLE NO. 389, AND 2.5 FEET
 BH1797'EAST OF A METAL WITNESS POST AND SIGN.
 BH1797'
 BH1797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BH1797
 BH1797                          STATION RECOVERY (1985)
 BH1797
 BH1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1797'15.5 KM (9.65 MI) EAST FROM NEW ORLEANS.
 BH1797'15.5 KM (9.65 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE INTERSTATE
 BH1797'HIGHWAY 10 OVERPASS IN NEW ORLEANS TO THE MARK ON THE RIGHT, BETWEEN
 BH1797'UTILITY POLES 383 AND 384, ALSO 1.5 KM (0.95 MI) SOUTHWEST ALONG
 BH1797'HIGHWAY 90 FROM THE JUNCTION OF U.S. HIGHWAY 11 AT POWERS JUNCTION,
 BH1797'12.65 METERS (41.5 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND
 BH1797'LANE OF THE HIGHWAY.  NOTE--DISK IS SET IN TOP OF A CYLINDRICAL
 BH1797'CONCRETE POST AND ENCASED IN A 30 CM (12 INCH) ROUND STEEL PIPE AND
 BH1797'COVERED BY A STEEL COVER 30 CM (12 INCHES) BELOW GROUND LEVEL.
 BH1797
 BH1797                          STATION RECOVERY (1986)
 BH1797
 BH1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1797'RECOVERED IN GOOD CONDITION.
 BH1797
 BH1797                          STATION RECOVERY (1990)
 BH1797
 BH1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1797'15.5 KM (9.6 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1797'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1797'1.5 KM (0.9 MI) SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 11,
 BH1797'34.5 M (113.2 FT) NORTHEAST OF UTILITY POLE NUMBER 383, 12.65 M
 BH1797'(41.50 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 BH1797'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 BH1797'0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE
 BH1797'MONUMENT IS THROUGH A 12-INCH STEEL COVER.
 BH1797
 BH1797                          STATION RECOVERY (1994)
 BH1797
 BH1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1797'15.3 KM (9.50 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1797'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1797'34.5 M (113.2 FT) NORTHEAST OF UTILITY POLE NUMBER 383, 12.6 M (41.3
 BH1797'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 BH1797'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 BH1797'A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 BH1797'GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 12-INCH
 BH1797'METAL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1098 ***********************************************************************
 AT1098  DESIGNATION -  BAT
 AT1098  PID         -  AT1098
 AT1098  STATE/COUNTY-  LA/PLAQUEMINES
 AT1098  USGS QUAD   -  COQUILLE POINT (1993)
 AT1098
 AT1098                         *CURRENT SURVEY CONTROL
 AT1098  ___________________________________________________________________
 AT1098* NAD 83(1992)-  29 28 09.95089(N)    089 25 44.08788(W)     ADJUSTED  
 AT1098* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1098  **This station is located in a subsidence area (see below).
 AT1098  ___________________________________________________________________
 AT1098  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AT1098  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AT1098
 AT1098  HORZ ORDER  -  SECOND
 AT1098
 AT1098.The horizontal coordinates were established by classical geodetic methods
 AT1098.and adjusted by the National Geodetic Survey in January 1993..
 AT1098
 AT1098 ** The orthometric height has not been validated since last determined
 AT1098 ** by differential leveling and should not be used for control purposes.
 AT1098 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1098 ** area with valid NAVD 88 orthometric heights.
 AT1098 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1098 ** epoch indicated which incorporates improved geoid heights for the
 AT1098 ** Southern Louisiana Subsidence area.
 AT1098 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1098.The orthometric height was scaled from a topographic map.
 AT1098
 AT1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1098
 AT1098.The geoid height was determined by GEOID03.
 AT1098
 AT1098;                    North         East     Units Scale Factor Converg.
 AT1098;SPC LA S     -   108,992.317 1,184,705.641   MT  0.99996846   +0 57 08.0
 AT1098;SPC LA S     -   357,585.63  3,886,821.76   sFT  0.99996846   +0 57 08.0
 AT1098;UTM  16      - 3,262,453.382   264,464.172   MT  1.00028458   -1 11 43.7
 AT1098
 AT1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1098!SPC LA S     -   1.00000385  x   0.99996846  =   0.99997231
 AT1098!UTM  16      -   1.00000385  x   1.00028458  =   1.00028843
 AT1098
 AT1098|---------------------------------------------------------------------|
 AT1098| PID    Reference Object                     Distance      Geod. Az  |
 AT1098|                                                           dddmmss.s |
 AT1098| DD6298 BAT RM 2                              8.508 METERS 24533     |
 AT1098| AT1287 IRON                                APPROX.13.1 KM 3072657.8 |
 AT1098| DD6297 BAT RM 1                             25.772 METERS 35536     |
 AT1098|---------------------------------------------------------------------|
 AT1098
 AT1098                          SUPERSEDED SURVEY CONTROL
 AT1098
 AT1098  NAD 83(1986)-  29 28 09.95722(N)    089 25 44.09456(W) AD(       ) 2
 AT1098  NAD 27      -  29 28 09.18100(N)    089 25 43.88600(W) AD(       ) 2
 AT1098
 AT1098.Superseded values are not recommended for survey control.
 AT1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1098.See file dsdata.txt to determine how the superseded data were derived.
 AT1098
 AT1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6446462453(NAD 83)
 AT1098_MARKER: DS = TRIANGULATION STATION DISK
 AT1098_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1098_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1098
 AT1098  HISTORY     - Date     Condition        Report By
 AT1098  HISTORY     - 1934     MONUMENTED       CGS
 AT1098
 AT1098                          STATION DESCRIPTION
 AT1098
 AT1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1098'IN A HOOK ON A SHELL BANK AT THE SOUTHERNMOST POINT OF BATTLEDORE
 AT1098'ISLAND, BEHIND A
 AT1098'TWO-FOOT BANK OF LOOSE SHELL THROWN UP BY THE WAVES,
 AT1098'AND 15 METERS (49 FEET) N OF THE
 AT1098'EDGE OF THE BANK.  THE ISLAND IS CONSTANTLY SHIFTING DUE TO THE ACTION
 AT1098'OF THE WAVES. THERE IS 6 FEET OF WATER CLOSE BY AND TO THE WESTWARD
 AT1098'OF THE STATION. THE STATION IS MARKED BY A STANDARD BROBZE DISK SET
 AT1098'IN CONCRETE AT THE TOP OF A TILE REFERENCE
 AT1098'MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE. IS ON A SHELL
 AT1098'BANK 25.772 METERS (84.55 FEET) FROM THE STATION N 4 DEG 24 MIN W.
 AT1098'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK REFERENCE DISK SET IN
 AT1098'CONCRETE. IS ON THE TOP OF THE SHELL BANK 8.508 METERS (27.91 FEET)
 AT1098'FROM THE STATION S 65 DEG 33 MIN W. THE DISTANCE BETWEEN THE
 AT1098'REFERENCE MARKS IS 29.778 METERS (97.70 FEET). THE STATION MARK IS
 AT1098'6 INCHES ABOVE NORMAL HIGH WATER, REFERENCE MARK NO.1 IS 6 INCHES
 AT1098'BELOW NORMAL HIGH WATER, AND REFERENCE MARK NO.2 IS 2 FEET ABOVE
 AT1098'HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2862 ***********************************************************************
 BX2862  DESIGNATION -  BAT
 BX2862  PID         -  BX2862
 BX2862  STATE/COUNTY-  LA/NATCHITOCHES
 BX2862  USGS QUAD   -  MARTHAVILLE (1988)
 BX2862
 BX2862                         *CURRENT SURVEY CONTROL
 BX2862  ___________________________________________________________________
 BX2862* NAD 83(1992)-  31 44 16.23162(N)    093 23 09.66160(W)     ADJUSTED  
 BX2862* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 BX2862  ___________________________________________________________________
 BX2862  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BX2862  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2862
 BX2862  HORZ ORDER  -  FIRST
 BX2862
 BX2862.The horizontal coordinates were established by classical geodetic methods
 BX2862.and adjusted by the National Geodetic Survey in January 1993..
 BX2862
 BX2862.The orthometric height was scaled from a topographic map.
 BX2862
 BX2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2862
 BX2862.The geoid height was determined by GEOID03.
 BX2862
 BX2862;                    North         East     Units Scale Factor Converg.
 BX2862;SPC LA N     -   137,588.806   916,047.803   MT  0.99991964   -0 28 06.4
 BX2862;SPC LA N     -   451,405.94  3,005,400.17   sFT  0.99991964   -0 28 06.4
 BX2862;UTM  15      - 3,511,442.864   463,435.135   MT  0.99961649   -0 12 11.0
 BX2862
 BX2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2862!SPC LA N     -   0.99999407  x   0.99991964  =   0.99991371
 BX2862!UTM  15      -   0.99999407  x   0.99961649  =   0.99961056
 BX2862
 BX2862:                Primary Azimuth Mark                     Grid Az
 BX2862:SPC LA N     -  MARTHAVILLE                              277 55 49.8
 BX2862:UTM  15      -  MARTHAVILLE                              277 39 54.4
 BX2862
 BX2862|---------------------------------------------------------------------|
 BX2862| PID    Reference Object                     Distance      Geod. Az  |
 BX2862|                                                           dddmmss.s |
 BX2862| BX2863 MARTHAVILLE                         APPROX. 1.5 KM 2772743.4 |
 BX2862| CV8043 BAT RM                               15.462 METERS 31454     |
 BX2862|---------------------------------------------------------------------|
 BX2862
 BX2862                          SUPERSEDED SURVEY CONTROL
 BX2862
 BX2862  NAD 83(1986)-  31 44 16.24493(N)    093 23 09.65541(W) AD(       ) 1
 BX2862  NAD 27      -  31 44 15.64200(N)    093 23 09.02900(W) AD(       ) 1
 BX2862
 BX2862.Superseded values are not recommended for survey control.
 BX2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2862.See file dsdata.txt to determine how the superseded data were derived.
 BX2862
 BX2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR6343511443(NAD 83)
 BX2862_MARKER: DS = TRIANGULATION STATION DISK
 BX2862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2862
 BX2862  HISTORY     - Date     Condition        Report By
 BX2862  HISTORY     - 1919     MONUMENTED       CGS
 BX2862  HISTORY     - 1935     GOOD             CGS
 BX2862  HISTORY     - 1936     GOOD             LAGS
 BX2862  HISTORY     - 1937     POOR             LAGS
 BX2862  HISTORY     - 1957     POOR             USGS
 BX2862
 BX2862                          STATION DESCRIPTION
 BX2862
 BX2862'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2862'LOCATED AT FIRST CURVE ABOUT 1/2 MILE E OF MARTHAVILLE,
 BX2862'ON EXTENSION OF N RAIL FROM W, AND 13.1 METERS (43 FEET)
 BX2862'N OF CENTER OF TEXAS AND PACIFIC RAILWAY TRACKS.
 BX2862'
 BX2862'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BX2862'IN CONCRETE.
 BX2862'
 BX2862'UNDERGROUND MARK IS A NAIL IN CONCRETE.
 BX2862'
 BX2862'REFERENCE MARK IS 15.462 METERS (50.73 FEET) FROM STATION
 BX2862'N 134 DEG 06 MIN W.
 BX2862
 BX2862                          STATION RECOVERY (1935)
 BX2862
 BX2862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2862'STATION RECOVERED, AS DESCRIBED AND IN GOOD CONDITION.
 BX2862'
 BX2862'REFERENCE MARK (1919) DESTROYED.  IT WAS FOUND ON BANK.
 BX2862'
 BX2862'STATION IS 89.75 FEET NW OF 7TH TELEGRAPH POLE E OF A CATTLE
 BX2862'GUARD, 128.5 FEET NE OF 6TH TELEGRAPH POLE E OF CATTLE GUARD
 BX2862'AND BETWEEN N FENCE OF RIGHT-OF-WAY AND RAILROAD.  MARK
 BX2862'IS STAMPED BAT 1919-20.
 BX2862'
 BX2862'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET
 BX2862'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, 2 FEET N OF S
 BX2862'FENCE LINE OF RAILROAD RIGHT-OF-WAY, 57.6 FEET SW OF 7TH
 BX2862'TELEGRAPH POLE E OF CATTLE GUARD, 35.17 METERS (115.41 FEET)
 BX2862'FROM STATION S 10 DEG 51 MIN 05.9 SEC W.
 BX2862'
 BX2862'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BX2862'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, 43.5 FEET N OF
 BX2862'N RAIL, 84.5 FEET NE OF 6TH TELEGRAPH POLE E OF CATTLE GUARD
 BX2862'AND 22.875 METERS (75.05 FEET) FROM STATION N 76
 BX2862'DEG 03 MIN 05 SEC W.
 BX2862'
 BX2862'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 43.00 METERS
 BX2862'(141.12 FEET) S 22 DEG 15 MIN 30 SEC E.
 BX2862
 BX2862                          STATION RECOVERY (1936)
 BX2862
 BX2862'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2862'STATION RECOVERED.  IT IS 12 TELEGRAPH POLES AND 100 FEET
 BX2862'E OF MILEPOST NO. 259, ON TEXAS AND PACIFIC RAILROAD AT
 BX2862'MARTHAVILLE.
 BX2862
 BX2862                          STATION RECOVERY (1937)
 BX2862
 BX2862'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BX2862'THE ORIGINAL DESCRIPTION IS CORRECT.
 BX2862'
 BX2862'STATION HAS EVIDENTLY BEEN DISTURBED, AS IT IS NOT IN AN
 BX2862'UPRIGHT POSITION.
 BX2862
 BX2862                          STATION RECOVERY (1957)
 BX2862
 BX2862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX2862'STATION APPEARS TO BE LEANING SLIGHTLY.  IT IS IN DRIVEWAY
 BX2862'AND HAS BEEN RUN OVER MANY TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2869 ***********************************************************************
 CP2869  DESIGNATION -  BATCHELOR
 CP2869  PID         -  CP2869
 CP2869  STATE/COUNTY-  LA/MADISON
 CP2869  USGS QUAD   -  PANTHER LAKE (1987)
 CP2869
 CP2869                         *CURRENT SURVEY CONTROL
 CP2869  ___________________________________________________________________
 CP2869* NAD 83(1992)-  32 31 15.55171(N)    091 16 06.95176(W)     ADJUSTED  
 CP2869* NAVD 88     -        25.9    (meters)      85.     (feet)  VERTCON   
 CP2869  ___________________________________________________________________
 CP2869  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CP2869  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2869
 CP2869  HORZ ORDER  -  SECOND
 CP2869
 CP2869.The horizontal coordinates were established by classical geodetic methods
 CP2869.and adjusted by the National Geodetic Survey in May 1994..
 CP2869
 CP2869.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2869
 CP2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2869
 CP2869.The geoid height was determined by GEOID03.
 CP2869
 CP2869;                    North         East     Units Scale Factor Converg.
 CP2869;SPC LA N     -   224,738.944 1,115,690.357   MT  0.99997003   +0 39 03.8
 CP2869;SPC LA N     -   737,331.02  3,660,394.11   sFT  0.99997003   +0 39 03.8
 CP2869;UTM  15      - 3,599,506.693   662,619.236   MT  0.99992611   +0 55 51.7
 CP2869
 CP2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2869!SPC LA N     -   1.00000007  x   0.99997003  =   0.99997010
 CP2869!UTM  15      -   1.00000007  x   0.99992611  =   0.99992618
 CP2869
 CP2869|---------------------------------------------------------------------|
 CP2869| PID    Reference Object                     Distance      Geod. Az  |
 CP2869|                                                           dddmmss.s |
 CP2869| CY3364 BATCHELOR RM 1                       44.638 METERS 09448     |
 CP2869| CY3363 BATCHELOR AZ MK                                    3100754.5 |
 CP2869| CY3365 BATCHELOR RM 2                       30.534 METERS 35507     |
 CP2869|---------------------------------------------------------------------|
 CP2869
 CP2869                          SUPERSEDED SURVEY CONTROL
 CP2869
 CP2869  NAD 83(1992)-  32 31 15.55901(N)    091 16 06.95035(W) AD(       ) 2
 CP2869  NAD 83(1986)-  32 31 15.56419(N)    091 16 06.94627(W) AD(       ) 2
 CP2869  NAD 27      -  32 31 15.06294(N)    091 16 06.54463(W) AD(       ) 2
 CP2869  NGVD 29 (07/19/86)   25.9    (m)           85.     (f) VERT ANG       
 CP2869
 CP2869.Superseded values are not recommended for survey control.
 CP2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2869.See file dsdata.txt to determine how the superseded data were derived.
 CP2869
 CP2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6261999507(NAD 83)
 CP2869_MARKER: DS = TRIANGULATION STATION DISK
 CP2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2869
 CP2869  HISTORY     - Date     Condition        Report By
 CP2869  HISTORY     - 1970     MONUMENTED       NGS
 CP2869
 CP2869                          STATION DESCRIPTION
 CP2869
 CP2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2869'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF POWERLINE POLE
 CP2869'ON LINE.
 CP2869'
 CP2869'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTHEAST OF DELHI,
 CP2869'9 MILES NORTHWEST OF TALLULAH, 7-3/4 MILES NORTHEAST OF TENDAL,
 CP2869'6 MILES SOUTHWEST OF SONDHEIMER AND NEAR THE NORTHEAST CORNER OF
 CP2869'SECTION 30, T 18 N, R 12 E AND ON THE PROPERTY OF
 CP2869'MR. M.N. BATCHELOR, ROUTE 1, BOX 77, SONDHEIMER, LOUISIANA,
 CP2869'71276.
 CP2869'
 CP2869'TO REACH THE STATION FROM TENDAL, GO EAST, NORTHEAST AND EAST ON
 CP2869'U.S. HIGHWAY 80 FOR 7.3 MILES TO THE ENTRANCE TO DELTA
 CP2869'VILLAGE.  CONTINUE EAST ON U.S. HIGHWAY 80 FOR 0.2 MILE TO A PAVED
 CP2869'ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON PAVED ROAD FOR 6 MILES
 CP2869'TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO WEST-NORTHWEST ON
 CP2869'GRAVELED ROAD FOR 1.65 MILES TO THE STATION ON THE LEFT.
 CP2869'
 CP2869'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON A
 CP2869'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 CP2869'DESCRIBED.
 CP2869'
 CP2869'THE STATION MARKS ARE STANDARD DISKS STAMPED BATCHELOR 1970.  THE
 CP2869'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2869'MONUMENT THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 51
 CP2869'FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 41 FEET
 CP2869'SOUTHEAST OF A FENCE LINE AND 37.5 FEET NORTHWEST OF A 30-INCH
 CP2869'OAK TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CP2869'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP2869'
 CP2869'REFERENCE MARK 1, A STANDARD DISK STAMPED BATCHELOR NO 1 1970,
 CP2869'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2869'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 CP2869'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD AND 4.8 FEET
 CP2869'NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 CP2869'
 CP2869'REFERENCE MARK 2, A STANDARD DISK STAMPED BATCHELOR NO 2 1970,
 CP2869'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2869'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET EAST
 CP2869'OF THE INTERSECTION OF GRAVELED ROADS, 27 FEET SOUTHEAST OF THE
 CP2869'CENTER OF A GRAVELED ROAD, 23 FEET NORTHEAST OF THE CENTER OF
 CP2869'A GRAVELED ROAD AND 2.5 FEET NORTHWEST OF A POWERLINE POLE.
 CP2869'
 CP2869'THE AZIMUTH MARK, A STANDARD DISK STAMPED BATCHELOR 1970, IS
 CP2869'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2869'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19 FEET
 CP2869'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 6 FEET EAST-SOUTHEAST
 CP2869'OF A POWERLINE POLE AND 2 FEET SOUTHWEST OF A METAL WITNESS POST
 CP2869'WITH SIGN.
 CP2869'
 CP2869'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5221 ***********************************************************************
 BJ5221  DESIGNATION -  BATCHELOR 1929 RM 1
 BJ5221  PID         -  BJ5221
 BJ5221  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5221  USGS QUAD   -  BATCHELOR (1973)
 BJ5221
 BJ5221                         *CURRENT SURVEY CONTROL
 BJ5221  ___________________________________________________________________
 BJ5221* NAD 83(1992)-  30 50 49.23442(N)    091 39 55.31103(W)     ADJUSTED  
 BJ5221* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BJ5221  ___________________________________________________________________
 BJ5221  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ5221  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5221
 BJ5221  HORZ ORDER  -  FIRST
 BJ5221
 BJ5221.The horizontal coordinates were established by classical geodetic methods
 BJ5221.and adjusted by the National Geodetic Survey in January 1993..
 BJ5221
 BJ5221.The orthometric height was scaled from a topographic map.
 BJ5221
 BJ5221.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5221
 BJ5221.The geoid height was determined by GEOID03.
 BJ5221
 BJ5221;                    North         East     Units Scale Factor Converg.
 BJ5221;SPC LA S     -   260,208.015   968,238.073   MT  1.00003457   -0 09 57.7
 BJ5221;SPC LA S     -   853,699.13  3,176,627.74   sFT  1.00003457   -0 09 57.7
 BJ5221;UTM  15      - 3,413,409.179   627,620.899   MT  0.99980091   +0 41 03.9
 BJ5221
 BJ5221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5221!SPC LA S     -   1.00000208  x   1.00003457  =   1.00003665
 BJ5221!UTM  15      -   1.00000208  x   0.99980091  =   0.99980299
 BJ5221
 BJ5221:                Primary Azimuth Mark                     Grid Az
 BJ5221:SPC LA S     -  BATCHELOR                                152 45 38.2
 BJ5221:UTM  15      -  BATCHELOR                                151 54 36.6
 BJ5221
 BJ5221|---------------------------------------------------------------------|
 BJ5221| PID    Reference Object                     Distance      Geod. Az  |
 BJ5221|                                                           dddmmss.s |
 BJ5221| BJ5219 BATCHELOR                           APPROX. 0.7 KM 1523540.5 |
 BJ5221|---------------------------------------------------------------------|
 BJ5221
 BJ5221                          SUPERSEDED SURVEY CONTROL
 BJ5221
 BJ5221  NAD 83(1986)-  30 50 49.25198(N)    091 39 55.30531(W) AD(       ) 1
 BJ5221  NAD 27      -  30 50 48.60300(N)    091 39 54.87200(W) AD(       ) 1
 BJ5221
 BJ5221.Superseded values are not recommended for survey control.
 BJ5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5221.See file dsdata.txt to determine how the superseded data were derived.
 BJ5221
 BJ5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2762113409(NAD 83)
 BJ5221_MARKER: Z = SEE DESCRIPTION
 BJ5221_SETTING: 0 = UNSPECIFIED SETTING
 BJ5221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5221
 BJ5221  HISTORY     - Date     Condition        Report By
 BJ5221  HISTORY     - 1929     MONUMENTED       CGS
 BJ5221  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5221
 BJ5221                          STATION DESCRIPTION
 BJ5221
 BJ5221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5221'NO PREVIOUS DESCRIPTION OF THE STATION WAS AVAILABLE.  A
 BJ5221'THOROUGH SEARCH OF THE AREA FAILED TO LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5220 ***********************************************************************
 BJ5220  DESIGNATION -  BATCHELOR B 1929
 BJ5220  PID         -  BJ5220
 BJ5220  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5220  USGS QUAD   -  BATCHELOR (1973)
 BJ5220
 BJ5220                         *CURRENT SURVEY CONTROL
 BJ5220  ___________________________________________________________________
 BJ5220* NAD 83(1992)-  30 51 49.87767(N)    091 40 35.27378(W)     ADJUSTED  
 BJ5220* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BJ5220  ___________________________________________________________________
 BJ5220  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ5220  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5220
 BJ5220  HORZ ORDER  -  FIRST
 BJ5220
 BJ5220.The horizontal coordinates were established by classical geodetic methods
 BJ5220.and adjusted by the National Geodetic Survey in January 1993..
 BJ5220
 BJ5220.The orthometric height was scaled from a topographic map.
 BJ5220
 BJ5220.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5220
 BJ5220.The geoid height was determined by GEOID03.
 BJ5220
 BJ5220;                    North         East     Units Scale Factor Converg.
 BJ5220;SPC LA S     -   262,078.797   967,181.775   MT  1.00003895   -0 10 17.7
 BJ5220;SPC LA S     -   859,836.85  3,173,162.21   sFT  1.00003895   -0 10 17.7
 BJ5220;UTM  15      - 3,415,263.634   626,537.204   MT  0.99979751   +0 40 44.6
 BJ5220
 BJ5220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5220!SPC LA S     -   1.00000207  x   1.00003895  =   1.00004102
 BJ5220!UTM  15      -   1.00000207  x   0.99979751  =   0.99979958
 BJ5220
 BJ5220:                Primary Azimuth Mark                     Grid Az
 BJ5220:SPC LA S     -  BATCHELOR 1929 RM 1                      150 32 58.5
 BJ5220:UTM  15      -  BATCHELOR 1929 RM 1                      149 41 56.2
 BJ5220
 BJ5220|---------------------------------------------------------------------|
 BJ5220| PID    Reference Object                     Distance      Geod. Az  |
 BJ5220|                                                           dddmmss.s |
 BJ5220| BJ5221 BATCHELOR 1929 RM 1                 APPROX. 2.1 KM 1502240.8 |
 BJ5220|---------------------------------------------------------------------|
 BJ5220
 BJ5220                          SUPERSEDED SURVEY CONTROL
 BJ5220
 BJ5220  NAD 83(1986)-  30 51 49.89521(N)    091 40 35.26808(W) AD(       ) 1
 BJ5220  NAD 27      -  30 51 49.24700(N)    091 40 34.83600(W) AD(       ) 1
 BJ5220
 BJ5220.Superseded values are not recommended for survey control.
 BJ5220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5220.See file dsdata.txt to determine how the superseded data were derived.
 BJ5220
 BJ5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2653715264(NAD 83)
 BJ5220_MARKER: Z = SEE DESCRIPTION
 BJ5220_SETTING: 0 = UNSPECIFIED SETTING
 BJ5220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5220
 BJ5220  HISTORY     - Date     Condition        Report By
 BJ5220  HISTORY     - 1929     MONUMENTED       CGS
 BJ5220  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5220
 BJ5220                          STATION DESCRIPTION
 BJ5220
 BJ5220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5220'NO PREVIOUS DESCRIPTION.  THE AREA WAS SEARCHED BUT THE
 BJ5220'STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1175 ***********************************************************************
 AT1175  DESIGNATION -  BATISTE
 AT1175  PID         -  AT1175
 AT1175  STATE/COUNTY-  LA/PLAQUEMINES
 AT1175  USGS QUAD   -  BAY BATISTE (1993)
 AT1175
 AT1175                         *CURRENT SURVEY CONTROL
 AT1175  ___________________________________________________________________
 AT1175* NAD 83(1992)-  29 28 33.01166(N)    089 50 46.18802(W)     ADJUSTED  
 AT1175* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1175  **This station is located in a subsidence area (see below).
 AT1175  ___________________________________________________________________
 AT1175  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AT1175  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AT1175
 AT1175  HORZ ORDER  -  FIRST
 AT1175
 AT1175.The horizontal coordinates were established by classical geodetic methods
 AT1175.and adjusted by the National Geodetic Survey in January 1993..
 AT1175
 AT1175 ** The orthometric height has not been validated since last determined
 AT1175 ** by differential leveling and should not be used for control purposes.
 AT1175 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1175 ** area with valid NAVD 88 orthometric heights.
 AT1175 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1175 ** epoch indicated which incorporates improved geoid heights for the
 AT1175 ** Southern Louisiana Subsidence area.
 AT1175 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1175.The orthometric height was scaled from a topographic map.
 AT1175
 AT1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1175
 AT1175.The geoid height was determined by GEOID03.
 AT1175
 AT1175;                    North         East     Units Scale Factor Converg.
 AT1175;SPC LA S     -   109,103.380 1,144,230.825   MT  0.99996744   +0 44 37.0
 AT1175;SPC LA S     -   357,950.01  3,754,030.63   sFT  0.99996744   +0 44 37.0
 AT1175;UTM  16      - 3,264,080.935   224,004.076   MT  1.00054002   -1 24 04.9
 AT1175
 AT1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1175!SPC LA S     -   1.00000385  x   0.99996744  =   0.99997129
 AT1175!UTM  16      -   1.00000385  x   1.00054002  =   1.00054387
 AT1175
 AT1175:                Primary Azimuth Mark                     Grid Az
 AT1175:SPC LA S     -  POTASH NAVIGATION LIGHT                  085 48 48.4
 AT1175:UTM  16      -  POTASH NAVIGATION LIGHT                  087 57 30.3
 AT1175
 AT1175|---------------------------------------------------------------------|
 AT1175| PID    Reference Object                     Distance      Geod. Az  |
 AT1175|                                                           dddmmss.s |
 AT1175| AT1155 POTASH NAVIGATION LIGHT             APPROX.14.6 KM 0863325.4 |
 AT1175| AT1157 FREEPORT SULPHUR CO WATER TANK      APPROX.15.2 KM 0914752.8 |
 AT1175| DD6299 BATISTE RM 1                         44.577 METERS 24552     |
 AT1175| AT1315 OAKS                                APPROX.13.9 KM 3111953.3 |
 AT1175| DD6300 BATISTE RM 2                         35.500 METERS 31512     |
 AT1175| AT1316 OIL DERRICK 5 MI SW PT CELESTE      APPROX. 8.9 KM 3213151.0 |
 AT1175|---------------------------------------------------------------------|
 AT1175
 AT1175                          SUPERSEDED SURVEY CONTROL
 AT1175
 AT1175  NAD 83(1986)-  29 28 33.02339(N)    089 50 46.19433(W) AD(       ) 1
 AT1175  NAD 27      -  29 28 32.24100(N)    089 50 45.94800(W) AD(       ) 1
 AT1175
 AT1175.Superseded values are not recommended for survey control.
 AT1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1175.See file dsdata.txt to determine how the superseded data were derived.
 AT1175
 AT1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2400464081(NAD 83)
 AT1175_MARKER: DS = TRIANGULATION STATION DISK
 AT1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1175+STABILITY: SURFACE MOTION
 AT1175
 AT1175  HISTORY     - Date     Condition        Report By
 AT1175  HISTORY     - 1934     MONUMENTED       CGS
 AT1175  HISTORY     - 1934     POOR             CGS
 AT1175  HISTORY     - 1959     GOOD             CGS
 AT1175  HISTORY     - 1965     POOR             CGS
 AT1175  HISTORY     - 1971     GOOD             USGS
 AT1175
 AT1175                          STATION DESCRIPTION
 AT1175
 AT1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1175'ABOUT 2 MILES NW OF THE MOUTH OF BAYOU DULAC, ON THE N SHORE OF BAY
 AT1175'BASTISTE, 30 FEET FROM THE
 AT1175'EDGE OF THE WATER, AND 10 FEET N OF A SHELL PILE.
 AT1175'THE SHELL PILE CAN BE SEEN FROM THE
 AT1175'ENTRANCE TO THE BAY AS IT IS
 AT1175'THE ONLY SHELL PILE ON THE N SIDE OF THE BAY.
 AT1175'SURFACE, UNDERGROUND
 AT1175'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AT1175'REFERENCE MARK NO. 1 IS 25 FEET
 AT1175'N OF THE EDGE OF THE BAY AND
 AT1175'146.25 FEET (44.58 METERS) FROM THE
 AT1175'STATION S 65 DEG 52 MIN W.
 AT1175'REFERENCE MARK NO. 2 IS 116.47 FEET
 AT1175'(35.50 METERS) FROM THE STATION N 44 DEG 48 MIN W.
 AT1175'SEC. W.  THE SILVER TANK OF
 AT1175'THE FREEPORT SULPHUR COMPANY PLANT, VISIBLE FROM THE
 AT1175'GROUND, IS S 30 DEG 30 MIN E.
 AT1175
 AT1175                          STATION RECOVERY (1934)
 AT1175
 AT1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LMC)
 AT1175'STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN POOR
 AT1175'CONDITION.
 AT1175'STATION MARK IS IN WATER AND SHOULD BE CONSIDERED LOST.
 AT1175'REFERENCE MARK 1 IS ABOUT 20
 AT1175'FEET FROM SHORE LINE IN WATER.  REFERENCE
 AT1175'MARK 2 WAS RECOVERED AND FOUND IN GOOD
 AT1175'CONDITION BUT ABOUT 6 INCHES
 AT1175'UNDER MUD.  A TRAVERSE CONNECTION WAS MADE TO BATISTE 2
 AT1175'AND THE DISTANCE IS 180.87 FEET OF 55.131 METERS.
 AT1175
 AT1175                          STATION RECOVERY (1959)
 AT1175
 AT1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CIA)
 AT1175'STATION AND REFERENCE MARK NO 2 RECOVERED IN GOOD CONDITION.
 AT1175'REFERENCE MARK NO 1
 AT1175'IS NOW IN WATER (WHEN HIGH) AND WILL WASH AWAY SOON.
 AT1175
 AT1175                          STATION RECOVERY (1965)
 AT1175
 AT1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1175'STATION MARK WAS RECOVERED IN THE EDGE OF THE WATER IN POOR
 AT1175'CONDITION.  IT
 AT1175'PROJECTS ABOUT 2 FEET ABOVE THE WATER.  A METAL WITNESS
 AT1175'POST WAS SET AT THE MARK.
 AT1175'
 AT1175'REFERENCE MARK 1 WAS RECOVERED ABOUT 6 FEET OFFSHORE IN VERY POOR
 AT1175'CONDITION.  IT
 AT1175'PROJECTS ABOUT 2 FEET ABOVE THE WATER.
 AT1175'
 AT1175'REFERENCE MARK 2 WAS NOT RECOVERED BUT IT POSSIBLY STILL EXISTS
 AT1175'UNDER THE SILT.
 AT1175'
 AT1175'BENCH MARK 5 1947 WAS RECOVERED ABOUT 20 FEET OFFSHORE, BETWEEN
 AT1175'R.M. 1 AND THE
 AT1175'STATION MARK, IN POOR CONDITION.  IT PROJECTS ABOUT
 AT1175'2 FEET ABOVE THE WATER.
 AT1175
 AT1175                          STATION RECOVERY (1971)
 AT1175
 AT1175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT1175'BATISTE AND RMS 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 AT1175'DISTANCES CHECKED O.K. ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1174 ***********************************************************************
 AT1174  DESIGNATION -  BATISTE 2
 AT1174  PID         -  AT1174
 AT1174  STATE/COUNTY-  LA/PLAQUEMINES
 AT1174  USGS QUAD   -  BAY BATISTE (1993)
 AT1174
 AT1174                         *CURRENT SURVEY CONTROL
 AT1174  ___________________________________________________________________
 AT1174* NAD 83(1992)-  29 28 34.69669(N)    089 50 46.88016(W)     ADJUSTED  
 AT1174* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1174  **This station is located in a subsidence area (see below).
 AT1174  ___________________________________________________________________
 AT1174  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AT1174  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AT1174
 AT1174  HORZ ORDER  -  SECOND
 AT1174
 AT1174.The horizontal coordinates were established by classical geodetic methods
 AT1174.and adjusted by the National Geodetic Survey in January 1993..
 AT1174
 AT1174 ** The orthometric height has not been validated since last determined
 AT1174 ** by differential leveling and should not be used for control purposes.
 AT1174 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1174 ** area with valid NAVD 88 orthometric heights.
 AT1174 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1174 ** epoch indicated which incorporates improved geoid heights for the
 AT1174 ** Southern Louisiana Subsidence area.
 AT1174 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1174.The orthometric height was scaled from a topographic map.
 AT1174
 AT1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1174
 AT1174.The geoid height was determined by GEOID03.
 AT1174
 AT1174;                    North         East     Units Scale Factor Converg.
 AT1174;SPC LA S     -   109,155.014 1,144,211.507   MT  0.99996736   +0 44 36.6
 AT1174;SPC LA S     -   358,119.41  3,753,967.25   sFT  0.99996736   +0 44 36.6
 AT1174;UTM  16      - 3,264,133.285   223,986.694   MT  1.00054014   -1 24 05.3
 AT1174
 AT1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1174!SPC LA S     -   1.00000385  x   0.99996736  =   0.99997121
 AT1174!UTM  16      -   1.00000385  x   1.00054014  =   1.00054399
 AT1174
 AT1174|---------------------------------------------------------------------|
 AT1174| PID    Reference Object                     Distance      Geod. Az  |
 AT1174|                                                           dddmmss.s |
 AT1174| DD6302 BATISTE 2 RM 3                       15.583 METERS 06719     |
 AT1174| AT1156 PORT SULPHUR FREEPORT CO TANK       APPROX.15.2 KM 0915213.6 |
 AT1174| AT1151 PORT SULPHUR FREEPORT CO STACK      APPROX.15.3 KM 0941620.2 |
 AT1174| AT1175 BATISTE                              55.131 METERS 16014     |
 AT1174| DD6301 BATISTE 2 AZ MK                                    2711259.5 |
 AT1174| DD6303 BATISTE 2 RM 4                       14.981 METERS 30757     |
 AT1174|---------------------------------------------------------------------|
 AT1174
 AT1174                          SUPERSEDED SURVEY CONTROL
 AT1174
 AT1174  NAD 83(1986)-  29 28 34.70839(N)    089 50 46.88645(W) AD(       ) 2
 AT1174  NAD 27      -  29 28 33.92610(N)    089 50 46.64010(W) AD(       ) 2
 AT1174
 AT1174.Superseded values are not recommended for survey control.
 AT1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1174.See file dsdata.txt to determine how the superseded data were derived.
 AT1174
 AT1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2398764133(NAD 83)
 AT1174_MARKER: DD = SURVEY DISK
 AT1174_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1174+WITH SETTING: INFORMATION.
 AT1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1174
 AT1174  HISTORY     - Date     Condition        Report By
 AT1174  HISTORY     - 1966     MONUMENTED       CGS
 AT1174
 AT1174                          STATION DESCRIPTION
 AT1174
 AT1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1174'STATION IS LOCATED ABOUT 10-1/2 MILES WEST OF PORT SULPHUR, 8
 AT1174'MILES SOUTHWEST OF
 AT1174'POINTE A LA HACHE, 2 MILES NORTHWEST OF THE MOUTH
 AT1174'OF BAYOU DULAC, ON THE NORTH SHORE OF
 AT1174'BAY BASTISTE AND ABOUT 200 FEET
 AT1174'NORTH OF EDGE OF WATER.
 AT1174'
 AT1174'STATION MARK, A STANDARD DISK STAMPED BATISTE 2 1966, IS CRIMPED
 AT1174'TO THE TOP OF A
 AT1174'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1174'ENCASED IN A 4 INCH ORANGEBURG
 AT1174'SOIL PIPE WHICH PROJECTS ABOUT 2 FEET.
 AT1174'THE MARK IS 200 FEET NORTH OF SHORE LINE AND 2.2
 AT1174'FEET SOUTHEAST OF WITNESS POST.
 AT1174'
 AT1174'REFERENCE MARK 3, A STANDARD DISK STAMPED BATISTE 2 NO 3 1966,
 AT1174'IS CRIMPED TO THE
 AT1174'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT1174'LONG WHICH IS ENCASED IN A 4 INCH
 AT1174'ORANGEBURG SOIL PIPE WHICH PROJECTS
 AT1174'2 FEET.  THE MARK IS ABOUT 200 FEET NORTH OF SHORE
 AT1174'LINE AND 1 FOOT WEST OF POST.
 AT1174'
 AT1174'REFERENCE MARK 4, A STANDARD DISK STAMPED BATISTE 2 NO 4 1966,
 AT1174'IS CRIMPED TO THE
 AT1174'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT1174'LONG WHICH IS ENCASED IN A 4 INCH
 AT1174'ORANGEBURG SOIL PIPE WHICH PROJECTS
 AT1174'2-1/2 FEET.  THE MARK IS 225 FEET NORTH OF SHORE
 AT1174'LINE AND 1 FOOT
 AT1174'SOUTHEAST OF WITNESS POST.
 AT1174'
 AT1174'AZIMUTH MARK, A STANDARD DISK STAMPED BATISTE 2 1966, IS CRIMPED
 AT1174'TO THE TOP OF A
 AT1174'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH
 AT1174'IS ENCASED IN A 4 INCH ORANGEBURG
 AT1174'SOIL PIPE WHICH PROJECTS ABOUT 2
 AT1174'FEET.  THE MARK IS 250 FEET NORTH OF SHORE LINE AND
 AT1174'2 FEET NORTH OF WITNESS POST.
 AT1174'
 AT1174'TO REACH AZIMUTH MARK, GO WEST ACROSS SWAMP 0.15 MILE TO THE
 AT1174'AZIMUTH MARK AS DESCRIBED.
 AT1174'
 AT1174'NOTICE- STATION MAY BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1174'OBSERVING UNIT
 AT1174'REACHED STATION BY HELICOPTER FROM EMPIRE.
 AT1174'
 AT1174'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4769 ***********************************************************************
 BJ4769  DESIGNATION -  BATON
 BJ4769  PID         -  BJ4769
 BJ4769  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4769  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4769
 BJ4769                         *CURRENT SURVEY CONTROL
 BJ4769  ___________________________________________________________________
 BJ4769* NAD 83(1992)-  30 37 24.96581(N)    091 13 08.92841(W)     ADJUSTED  
 BJ4769* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 BJ4769  ___________________________________________________________________
 BJ4769  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4769  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4769
 BJ4769  HORZ ORDER  -  SECOND
 BJ4769
 BJ4769.The horizontal coordinates were established by classical geodetic methods
 BJ4769.and adjusted by the National Geodetic Survey in January 1993..
 BJ4769
 BJ4769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4769
 BJ4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4769
 BJ4769.The geoid height was determined by GEOID03.
 BJ4769
 BJ4769;                    North         East     Units Scale Factor Converg.
 BJ4769;SPC LA S     -   235,399.141 1,010,947.731   MT  0.99998464   +0 03 25.5
 BJ4769;SPC LA S     -   772,305.35  3,316,751.01   sFT  0.99998464   +0 03 25.5
 BJ4769;UTM  15      - 3,389,240.274   670,688.463   MT  0.99995942   +0 54 26.6
 BJ4769
 BJ4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4769!SPC LA S     -   0.99999985  x   0.99998464  =   0.99998449
 BJ4769!UTM  15      -   0.99999985  x   0.99995942  =   0.99995927
 BJ4769
 BJ4769|---------------------------------------------------------------------|
 BJ4769| PID    Reference Object                     Distance      Geod. Az  |
 BJ4769|                                                           dddmmss.s |
 BJ4769| CV9630 BATON RM 1                           13.941 METERS 09803     |
 BJ4769| CV9629 BATON AZ MK                                        2753600.6 |
 BJ4769| BJ4770 BATON LDH 1970 RM 2                  15.075 METERS 27819     |
 BJ4769|---------------------------------------------------------------------|
 BJ4769
 BJ4769                          SUPERSEDED SURVEY CONTROL
 BJ4769
 BJ4769  NAD 83(1986)-  30 37 24.98415(N)    091 13 08.92528(W) AD(       ) 2
 BJ4769  NAD 27      -  30 37 24.31367(N)    091 13 08.53243(W) AD(       ) 2
 BJ4769  NGVD 29 (07/19/86)   28.2    (m)           93.     (f) VERT ANG       
 BJ4769
 BJ4769.Superseded values are not recommended for survey control.
 BJ4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4769.See file dsdata.txt to determine how the superseded data were derived.
 BJ4769
 BJ4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7068889240(NAD 83)
 BJ4769_MARKER: DD = SURVEY DISK
 BJ4769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4769
 BJ4769  HISTORY     - Date     Condition        Report By
 BJ4769  HISTORY     - 1970     MONUMENTED       LADH
 BJ4769  HISTORY     - 1976     GOOD             NGS
 BJ4769
 BJ4769                          STATION DESCRIPTION
 BJ4769
 BJ4769'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4769'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF BAKER AND 3.5 MILES
 BJ4769'SOUTHWEST OF ZACHARY, IN THE SOUTHWEST QUARTER OF SECTION 71,
 BJ4769'T5S-R1W, AND ON THE PROPERTY OF THE LOUISIANA DEPARTMENT OF
 BJ4769'HIGHWAYS.
 BJ4769'
 BJ4769'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN BAKER, DRIVE
 BJ4769'WEST ALONG GROOM ROAD FOR 2.2 MILES TO THE INTERSECTION WITH STATE
 BJ4769'HIGHWAY 964, TURN RIGHT ON STATE HIGHWAY 964 AND DRIVE NORTH FOR
 BJ4769'2.1 MILES TO THE INTERSECTION WITH CARNEY ROAD ON THE LEFT AND
 BJ4769'WEST, DRIVE WEST ALONG CARNEY ROAD FOR 1.2 MILES TO THE STATION
 BJ4769'WHICH IS SET ON THE RIGHT AND NORTH OF THE ROAD NEAR A FENCE.
 BJ4769'
 BJ4769'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG CARNEY
 BJ4769'ROAD FOR 0.35 MILE TO THE MARK WHICH IS SET IN THE SOUTHEAST
 BJ4769'QUADRANT OF THE INTERSECTION OF CARNEY ROAD AND BARNETT ROAD.
 BJ4769'
 BJ4769'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4769'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4769'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4769'BATON 1970.  IT IS 260 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 BJ4769'OF AN OLD HOUSE, 208 FEET WEST OF THE CENTER OF A SHELL DRIVE LEADING
 BJ4769'NORTH, 39 FEET NORTH OF THE CENTER OF CARNEY ROAD, 3 FEET WEST OF
 BJ4769'A METAL WITNESS POST AND 2 FEET SOUTH OF A FENCE.
 BJ4769'
 BJ4769'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4769'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4769'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4769'BATON RM 1 1970.  IT IS 163 FEET WEST OF THE CENTER OF A SHELL
 BJ4769'DRIVE LEADING NORTH, 43 FEET EAST OF THE METAL WITNESS POST AT
 BJ4769'THE STATION, 39 FEET NORTH OF THE CENTER OF CARNEY ROAD AND 2 FEET
 BJ4769'SOUTH OF A FENCE.
 BJ4769'
 BJ4769'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4769'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4769'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4769'BATON RM 2 1970.  IT IS 260 FEET WEST OF THE CENTER OF A SHELL
 BJ4769'DRIVE LEADING NORTH, 52 FEET WEST OF THE METAL WITNESS POST AT
 BJ4769'THE STATION, 39 FEET NORTH OF THE CENTER OF CARNEY ROAD AND 2 FEET
 BJ4769'SOUTH OF A FENCE.
 BJ4769'
 BJ4769'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4769'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4769'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4769'STAMPED BATON AZ MK 1970.  IT IS 83 FEET EAST OF THE CENTER OF
 BJ4769'BARNETT ROAD, 39 FEET SOUTH OF THE CENTER OF CARNEY ROAD, 20 FEET
 BJ4769'EAST OF A 10 INCH PINE TREE, 3 FEET SOUTH OF A METAL WITNESS POST
 BJ4769'AND 3 FEET NORTH OF AN EAST BATON ROUGE PARISH HIGHWAY RIGHT OF WAY
 BJ4769'MARKER.
 BJ4769'
 BJ4769'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4769
 BJ4769                          STATION RECOVERY (1976)
 BJ4769
 BJ4769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 BJ4769'THE STATION WAS VISITED 3-10-76 AND THE STATION MARK, RM 1, RM 2 AND
 BJ4769'THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE 1970
 BJ4769'DESCRIPTION IS ADEQUATE TO FIND THE STATION.
 BJ4769'
 BJ4769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 BJ4769'OF ZACHARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5054 ***********************************************************************
 BJ5054  DESIGNATION -  BATON ROUGE BELL TEL MICROWAVE
 BJ5054  PID         -  BJ5054
 BJ5054  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5054  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5054
 BJ5054                         *CURRENT SURVEY CONTROL
 BJ5054  ___________________________________________________________________
 BJ5054* NAD 83(1992)-  30 26 59.94529(N)    091 11 07.03109(W)     ADJUSTED  
 BJ5054* NAVD 88     -                                                        
 BJ5054  ___________________________________________________________________
 BJ5054  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5054  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5054
 BJ5054  HORZ ORDER  -  THIRD
 BJ5054
 BJ5054.The horizontal coordinates were established by classical geodetic methods
 BJ5054.and adjusted by the National Geodetic Survey in January 1993..
 BJ5054
 BJ5054
 BJ5054.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5054
 BJ5054.The geoid height was determined by GEOID03.
 BJ5054
 BJ5054;                    North         East     Units Scale Factor Converg.
 BJ5054;SPC LA S     -   216,156.028 1,014,218.987   MT  0.99995636   +0 04 26.5
 BJ5054;SPC LA S     -   709,171.90  3,327,483.46   sFT  0.99995636   +0 04 26.5
 BJ5054;UTM  15      - 3,370,047.741   674,244.178   MT  0.99997456   +0 55 11.7
 BJ5054
 BJ5054                          SUPERSEDED SURVEY CONTROL
 BJ5054
 BJ5054  NAD 83(1986)-  30 26 59.96361(N)    091 11 07.02895(W) AD(       ) 4
 BJ5054  NAD 27      -  30 26 59.27990(N)    091 11 06.64009(W) AD(       ) 3
 BJ5054
 BJ5054.Superseded values are not recommended for survey control.
 BJ5054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5054.See file dsdata.txt to determine how the superseded data were derived.
 BJ5054
 BJ5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7424470048(NAD 83)
 BJ5054_MARKER: 45 = MICROWAVE TOWER
 BJ5054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5054+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BJ5054
 BJ5054  HISTORY     - Date     Condition        Report By
 BJ5054  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5054  HISTORY     - 20040306 GOOD             USPSQD
 BJ5054  HISTORY     - 20050318 GOOD             USPSQD
 BJ5054
 BJ5054                          STATION DESCRIPTION
 BJ5054
 BJ5054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5054'THE SOUTH CENTRAL BELL TELEPHONE COMPANY MICROWAVE TOWER IS LOCATED
 BJ5054'AT THE REAR OF THE TELEPHONE BUILDING AT 555 FLORIDA AVENUE.
 BJ5054'
 BJ5054'IT IS A FOUR-LEGGED STEEL STRUCTURE, HAS SEVERAL HORN ANTENNAS AT
 BJ5054'THE TOP AND HAS AN OVERALL HEIGHT OF 275 FEET.
 BJ5054'
 BJ5054'POINT INTERSECTED WAS THE TOP-CENTER OF THE TOWER.
 BJ5054
 BJ5054                          STATION RECOVERY (2004)
 BJ5054
 BJ5054'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BJ5054'RECOVERED IN GOOD CONDITION.
 BJ5054
 BJ5054                          STATION RECOVERY (2005)
 BJ5054
 BJ5054'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BJ5054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4932 ***********************************************************************
 BJ4932  DESIGNATION -  BATON ROUGE BOYCE CO RAD MAST
 BJ4932  PID         -  BJ4932
 BJ4932  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4932  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4932
 BJ4932                         *CURRENT SURVEY CONTROL
 BJ4932  ___________________________________________________________________
 BJ4932* NAD 83(1992)-  30 25 33.75587(N)    091 04 45.64138(W)     ADJUSTED  
 BJ4932* NAVD 88     -                                                        
 BJ4932  ___________________________________________________________________
 BJ4932  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ4932  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4932
 BJ4932  HORZ ORDER  -  THIRD
 BJ4932
 BJ4932.The horizontal coordinates were established by classical geodetic methods
 BJ4932.and adjusted by the National Geodetic Survey in January 1993..
 BJ4932
 BJ4932
 BJ4932.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4932
 BJ4932.The geoid height was determined by GEOID03.
 BJ4932
 BJ4932;                    North         East     Units Scale Factor Converg.
 BJ4932;SPC LA S     -   213,519.852 1,024,399.888   MT  0.99995318   +0 07 37.2
 BJ4932;SPC LA S     -   700,523.05  3,360,885.30   sFT  0.99995318   +0 07 37.2
 BJ4932;UTM  15      - 3,367,562.054   684,463.320   MT  1.00001979   +0 58 22.6
 BJ4932
 BJ4932                          SUPERSEDED SURVEY CONTROL
 BJ4932
 BJ4932  NAD 83(1986)-  30 25 33.77375(N)    091 04 45.63937(W) AD(       ) 4
 BJ4932  NAD 27      -  30 25 33.08658(N)    091 04 45.26295(W) AD(       ) 3
 BJ4932
 BJ4932.Superseded values are not recommended for survey control.
 BJ4932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4932.See file dsdata.txt to determine how the superseded data were derived.
 BJ4932
 BJ4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8446367562(NAD 83)
 BJ4932_MARKER: 42 = RADIO/TV MAST
 BJ4932
 BJ4932  HISTORY     - Date     Condition        Report By
 BJ4932  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4932
 BJ4932                          STATION DESCRIPTION
 BJ4932
 BJ4932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4932'THE BOYCE MACHINERY COMPANY RADIO STATION MAST IS LOCATED AT THE EAST
 BJ4932'EDGE OF AN OPEN FIELD, ABOUT 0.1 MILE WEST OF AIRLINE HIGHWAY, 225
 BJ4932'FEET WEST OF THE WEST SIDE OF THE HOLIDAY INN MOTEL AND ABOUT 0.2
 BJ4932'MILE NORTH OF INTERSTATE HIGHWAY 10.
 BJ4932'
 BJ4932'A SLENDER, TRIANGULAR SHAPED STEEL MAST, 270 FEET IN HEIGHT, PAINTED
 BJ4932'ORANGE-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT AT TOP.
 BJ4932'
 BJ4932'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4760 ***********************************************************************
 BJ4760  DESIGNATION -  BATON ROUGE CHEM CO TANK
 BJ4760  PID         -  BJ4760
 BJ4760  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4760  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4760
 BJ4760                         *CURRENT SURVEY CONTROL
 BJ4760  ___________________________________________________________________
 BJ4760* NAD 83(1992)-  30 30 38.44845(N)    091 11 04.63122(W)     ADJUSTED  
 BJ4760* NAVD 88     -                                                        
 BJ4760  ___________________________________________________________________
 BJ4760  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4760  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4760
 BJ4760  HORZ ORDER  -  THIRD
 BJ4760
 BJ4760.The horizontal coordinates were established by classical geodetic methods
 BJ4760.and adjusted by the National Geodetic Survey in January 1993..
 BJ4760
 BJ4760
 BJ4760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4760
 BJ4760.The geoid height was determined by GEOID03.
 BJ4760
 BJ4760;                    North         East     Units Scale Factor Converg.
 BJ4760;SPC LA S     -   222,884.559 1,014,274.281   MT  0.99996520   +0 04 27.7
 BJ4760;SPC LA S     -   731,247.09  3,327,664.87   sFT  0.99996520   +0 04 27.7
 BJ4760;UTM  15      - 3,376,776.447   674,200.035   MT  0.99997437   +0 55 18.8
 BJ4760
 BJ4760                          SUPERSEDED SURVEY CONTROL
 BJ4760
 BJ4760  NAD 83(1986)-  30 30 38.46674(N)    091 11 04.62873(W) AD(       ) 4
 BJ4760  NAD 27      -  30 30 37.78742(N)    091 11 04.23940(W) AD(       ) 3
 BJ4760
 BJ4760.Superseded values are not recommended for survey control.
 BJ4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4760.See file dsdata.txt to determine how the superseded data were derived.
 BJ4760
 BJ4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7420076776(NAD 83)
 BJ4760_MARKER: 53 = ELEVATED TANK
 BJ4760
 BJ4760  HISTORY     - Date     Condition        Report By
 BJ4760  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4760
 BJ4760                          STATION DESCRIPTION
 BJ4760
 BJ4760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4760'THE STAUFFER CHEMICAL COMPANY TANK IS LOCATED ON THE GROUNDS AND
 BJ4760'JUST NORTHEAST OF THE OFFICE BUILDING OF THE CHEMICAL COMPANY.
 BJ4760'
 BJ4760'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 BJ4760'WHITE WITH AN OVERALL HEIGHT OF 132 FEET.
 BJ4760'
 BJ4760'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5050 ***********************************************************************
 BJ5050  DESIGNATION -  BATON ROUGE CIVIL DEF RAD MAST
 BJ5050  PID         -  BJ5050
 BJ5050  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5050  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5050
 BJ5050                         *CURRENT SURVEY CONTROL
 BJ5050  ___________________________________________________________________
 BJ5050* NAD 83(1992)-  30 27 00.52673(N)    091 10 42.45865(W)     ADJUSTED  
 BJ5050* NAVD 88     -                                                        
 BJ5050  ___________________________________________________________________
 BJ5050  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ5050  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5050
 BJ5050  HORZ ORDER  -  THIRD
 BJ5050
 BJ5050.The horizontal coordinates were established by classical geodetic methods
 BJ5050.and adjusted by the National Geodetic Survey in January 1993..
 BJ5050
 BJ5050
 BJ5050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5050
 BJ5050.The geoid height was determined by GEOID03.
 BJ5050
 BJ5050;                    North         East     Units Scale Factor Converg.
 BJ5050;SPC LA S     -   216,174.799 1,014,874.526   MT  0.99995638   +0 04 38.8
 BJ5050;SPC LA S     -   709,233.49  3,329,634.17   sFT  0.99995638   +0 04 38.8
 BJ5050;UTM  15      - 3,370,076.188   674,899.382   MT  0.99997738   +0 55 24.1
 BJ5050
 BJ5050                          SUPERSEDED SURVEY CONTROL
 BJ5050
 BJ5050  NAD 83(1986)-  30 27 00.54505(N)    091 10 42.45641(W) AD(       ) 4
 BJ5050  NAD 27      -  30 26 59.86125(N)    091 10 42.06857(W) AD(       ) 3
 BJ5050
 BJ5050.Superseded values are not recommended for survey control.
 BJ5050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5050.See file dsdata.txt to determine how the superseded data were derived.
 BJ5050
 BJ5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7489970076(NAD 83)
 BJ5050_MARKER: 42 = RADIO/TV MAST
 BJ5050
 BJ5050  HISTORY     - Date     Condition        Report By
 BJ5050  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5050  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BJ5050
 BJ5050                          STATION DESCRIPTION
 BJ5050
 BJ5050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5050'THE BATON ROUGE CIVIL DEFENSE RADIO STATION KJY 677 IS LOCATED AT AN
 BJ5050'OLD SCHOOL BUILDING AT 1100 LAUREL STREET.
 BJ5050'
 BJ5050'IT IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN CROSSECTION,
 BJ5050'PAINTED ALTERNATELY RED ANS WHITE, SEVERAL SMALL ANTENNAS AND HAS
 BJ5050'AN OVERALL HEIGHT OF 260 FEET.
 BJ5050'
 BJ5050'POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.
 BJ5050
 BJ5050                          STATION RECOVERY (2004)
 BJ5050
 BJ5050'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BJ5050'TOWER HAS BEEN REPLACED WITH A SHORTER, 4 LEGGED GALVANIZED ANTENNA
 BJ5050'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5040 ***********************************************************************
 BJ5040  DESIGNATION -  BATON ROUGE COLL HILLS TANK
 BJ5040  PID         -  BJ5040
 BJ5040  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5040  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5040
 BJ5040                         *CURRENT SURVEY CONTROL
 BJ5040  ___________________________________________________________________
 BJ5040* NAD 83(1992)-  30 23 33.85255(N)    091 09 31.66421(W)     ADJUSTED  
 BJ5040* NAVD 88     -                                                        
 BJ5040  ___________________________________________________________________
 BJ5040  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ5040  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5040
 BJ5040  HORZ ORDER  -  THIRD
 BJ5040
 BJ5040.The horizontal coordinates were established by classical geodetic methods
 BJ5040.and adjusted by the National Geodetic Survey in January 1993..
 BJ5040
 BJ5040
 BJ5040.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5040
 BJ5040.The geoid height was determined by GEOID03.
 BJ5040
 BJ5040;                    North         East     Units Scale Factor Converg.
 BJ5040;SPC LA S     -   209,813.430 1,016,772.928   MT  0.99994905   +0 05 14.2
 BJ5040;SPC LA S     -   688,362.89  3,335,862.51   sFT  0.99994905   +0 05 14.2
 BJ5040;UTM  15      - 3,363,743.332   676,891.473   MT  0.99998603   +0 55 54.3
 BJ5040
 BJ5040                          SUPERSEDED SURVEY CONTROL
 BJ5040
 BJ5040  NAD 83(1986)-  30 23 33.87079(N)    091 09 31.66231(W) AD(       ) 4
 BJ5040  NAD 27      -  30 23 33.18211(N)    091 09 31.27560(W) AD(       ) 3
 BJ5040
 BJ5040.Superseded values are not recommended for survey control.
 BJ5040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5040.See file dsdata.txt to determine how the superseded data were derived.
 BJ5040
 BJ5040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7689163743(NAD 83)
 BJ5040_MARKER: 53 = ELEVATED TANK
 BJ5040
 BJ5040  HISTORY     - Date     Condition        Report By
 BJ5040  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5040
 BJ5040                          STATION DESCRIPTION
 BJ5040
 BJ5040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5040'COLLEGE HILLS WATER TANK IS LOCATED IN THE SOUTH SECTION OF TOWN,
 BJ5040'130 FEET SOUTHWEST OF THE HIGHLAND ROAD-BEN HUR ROAD INTERSECTION,
 BJ5040'ON A SMALL GRASS COVERED AREA AND ACROSS HIGHLAND ROAD FROM A
 BJ5040'PHILLIPS SERVICE STATION WHOS ADDRESS IS 5425 HIGHLAND ROAD.
 BJ5040'
 BJ5040'A LARGE SPHERE TYPE STEEL TANK, 105 FEET IN HEIGHT AND GREY IN COLOR.
 BJ5040'
 BJ5040'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4928 ***********************************************************************
 BJ4928  DESIGNATION -  BATON ROUGE COUNTRY CLUB TANK
 BJ4928  PID         -  BJ4928
 BJ4928  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4928  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4928
 BJ4928                         *CURRENT SURVEY CONTROL
 BJ4928  ___________________________________________________________________
 BJ4928* NAD 83(1992)-  30 26 29.34258(N)    091 03 22.37070(W)     ADJUSTED  
 BJ4928* NAVD 88     -                                                        
 BJ4928  ___________________________________________________________________
 BJ4928  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ4928  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4928
 BJ4928  HORZ ORDER  -  THIRD
 BJ4928
 BJ4928.The horizontal coordinates were established by classical geodetic methods
 BJ4928.and adjusted by the National Geodetic Survey in January 1993..
 BJ4928
 BJ4928
 BJ4928.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4928
 BJ4928.The geoid height was determined by GEOID03.
 BJ4928
 BJ4928;                    North         East     Units Scale Factor Converg.
 BJ4928;SPC LA S     -   215,236.677 1,026,617.843   MT  0.99995521   +0 08 18.8
 BJ4928;SPC LA S     -   706,155.66  3,368,162.04   sFT  0.99995521   +0 08 18.8
 BJ4928;UTM  15      - 3,369,311.573   686,655.832   MT  1.00002983   +0 59 06.4
 BJ4928
 BJ4928                          SUPERSEDED SURVEY CONTROL
 BJ4928
 BJ4928  NAD 83(1986)-  30 26 29.36036(N)    091 03 22.36856(W) AD(       ) 4
 BJ4928  NAD 27      -  30 26 28.67423(N)    091 03 21.99502(W) AD(       ) 3
 BJ4928
 BJ4928.Superseded values are not recommended for survey control.
 BJ4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4928.See file dsdata.txt to determine how the superseded data were derived.
 BJ4928
 BJ4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8665669312(NAD 83)
 BJ4928_MARKER: 53 = ELEVATED TANK
 BJ4928
 BJ4928  HISTORY     - Date     Condition        Report By
 BJ4928  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4928
 BJ4928                          STATION DESCRIPTION
 BJ4928
 BJ4928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4928'BATON ROUGE, COUNTRY CLUB WATER TANK IS LOCATED AT THE NORTH END
 BJ4928'OF THE COUNTRY CLUB GROUNDS, 0.8 MILE SOUTH OF U.S. HIGHWAY 190 AND
 BJ4928'ABOUT 500 FEET EAST-NORTHEAST OF THE SOUTH FOREST DRIVE MAJOR OAK
 BJ4928'DRIVE INTERSECTION.
 BJ4928'
 BJ4928'A SMALL CYLINDRICAL SHAPED STEEL TANK WITH A CONICAL SHAPED ROOF, 90
 BJ4928'FEET IN HEIGHT, SILVER IN COLOR AND SUPPORTED BY 3 TUBULAR SHAPED
 BJ4928'STEEL LEGS.
 BJ4928'
 BJ4928'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4933 ***********************************************************************
 BJ4933  DESIGNATION -  BATON ROUGE DIX ELEC RAD MAST
 BJ4933  PID         -  BJ4933
 BJ4933  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4933  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4933
 BJ4933                         *CURRENT SURVEY CONTROL
 BJ4933  ___________________________________________________________________
 BJ4933* NAD 83(1992)-  30 26 04.00543(N)    091 05 06.60639(W)     ADJUSTED  
 BJ4933* NAVD 88     -                                                        
 BJ4933  ___________________________________________________________________
 BJ4933  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ4933  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4933
 BJ4933  HORZ ORDER  -  THIRD
 BJ4933
 BJ4933.The horizontal coordinates were established by classical geodetic methods
 BJ4933.and adjusted by the National Geodetic Survey in January 1993..
 BJ4933
 BJ4933
 BJ4933.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4933
 BJ4933.The geoid height was determined by GEOID03.
 BJ4933
 BJ4933;                    North         East     Units Scale Factor Converg.
 BJ4933;SPC LA S     -   214,450.097 1,023,838.415   MT  0.99995428   +0 07 26.7
 BJ4933;SPC LA S     -   703,575.03  3,359,043.20   sFT  0.99995428   +0 07 26.7
 BJ4933;UTM  15      - 3,368,483.967   683,888.135   MT  1.00001717   +0 58 12.8
 BJ4933
 BJ4933                          SUPERSEDED SURVEY CONTROL
 BJ4933
 BJ4933  NAD 83(1986)-  30 26 04.02299(N)    091 05 06.60452(W) AD(       ) 4
 BJ4933  NAD 27      -  30 26 03.33731(N)    091 05 06.22503(W) AD(       ) 3
 BJ4933
 BJ4933.Superseded values are not recommended for survey control.
 BJ4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4933.See file dsdata.txt to determine how the superseded data were derived.
 BJ4933
 BJ4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8388868484(NAD 83)
 BJ4933_MARKER: 42 = RADIO/TV MAST
 BJ4933
 BJ4933  HISTORY     - Date     Condition        Report By
 BJ4933  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4933
 BJ4933                          STATION DESCRIPTION
 BJ4933
 BJ4933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4933'THE DIXIE ELECTRIC CORPORATION RADIO STATION KKD879 MAST IS LOCATED
 BJ4933'AT THE NORTHWEST CORNER OF THE CORPORATION GROUNDS, ABOUT 600 FEET
 BJ4933'WEST OF THE SOUTH BOUND LANE OF AIRLINE HIGHWAY AND 0.35 MILE
 BJ4933'NORTH-NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 61 AND 426.
 BJ4933'
 BJ4933'A SLENDER TRIANGULAR SHAPED STEEL MAST, 300 FEET IN HEIGHT, PAINTED
 BJ4933'RED-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT AT TOP.
 BJ4933'
 BJ4933'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5062 ***********************************************************************
 BJ5062  DESIGNATION -  BATON ROUGE GSU E TRANSM TOWER
 BJ5062  PID         -  BJ5062
 BJ5062  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5062  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5062
 BJ5062                         *CURRENT SURVEY CONTROL
 BJ5062  ___________________________________________________________________
 BJ5062* NAD 83(1992)-  30 29 29.96955(N)    091 11 27.25371(W)     ADJUSTED  
 BJ5062* NAVD 88     -                                                        
 BJ5062  ___________________________________________________________________
 BJ5062  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ5062  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5062
 BJ5062  HORZ ORDER  -  THIRD
 BJ5062
 BJ5062.The horizontal coordinates were established by classical geodetic methods
 BJ5062.and adjusted by the National Geodetic Survey in January 1993..
 BJ5062
 BJ5062
 BJ5062.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5062
 BJ5062.The geoid height was determined by GEOID03.
 BJ5062
 BJ5062;                    North         East     Units Scale Factor Converg.
 BJ5062;SPC LA S     -   220,775.083 1,013,673.729   MT  0.99996231   +0 04 16.4
 BJ5062;SPC LA S     -   724,326.25  3,325,694.56   sFT  0.99996231   +0 04 16.4
 BJ5062;UTM  15      - 3,374,658.302   673,630.737   MT  0.99997192   +0 55 05.5
 BJ5062
 BJ5062                          SUPERSEDED SURVEY CONTROL
 BJ5062
 BJ5062  NAD 83(1986)-  30 29 29.98788(N)    091 11 27.25131(W) AD(       ) 4
 BJ5062  NAD 27      -  30 29 29.30757(N)    091 11 26.86121(W) AD(       ) 3
 BJ5062
 BJ5062.Superseded values are not recommended for survey control.
 BJ5062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5062.See file dsdata.txt to determine how the superseded data were derived.
 BJ5062
 BJ5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7363174658(NAD 83)
 BJ5062
 BJ5062  HISTORY     - Date     Condition        Report By
 BJ5062  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5062
 BJ5062                          STATION DESCRIPTION
 BJ5062
 BJ5062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5062'THE BATON ROUGE GULF STATES EAST TRANSMISSION TOWER IS LOCATED IN
 BJ5062'THE WEST EDGE OF THE GROUNDS OF THE GULF STATES UTILITIES COMPANY
 BJ5062'IN THE WEST EDGE OF BATON ROUGE AND ON THE EAST LEVEE OF THE
 BJ5062'MISSISSIPPI RIVER.
 BJ5062'
 BJ5062'IT IS A FOUR-LEGGED STEEL STRUCTURE WITH THREE LARGE CROSS MEMBERS
 BJ5062'NEAR THE TOP AND HAS AN OVERALL HEIGHT OF 439 FEET.  POINT
 BJ5062'INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5032 ***********************************************************************
 BJ5032  DESIGNATION -  BATON ROUGE GSU RADIO MAST
 BJ5032  PID         -  BJ5032
 BJ5032  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5032  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5032
 BJ5032                         *CURRENT SURVEY CONTROL
 BJ5032  ___________________________________________________________________
 BJ5032* NAD 83(1992)-  30 28 25.36597(N)    091 07 57.88801(W)     ADJUSTED  
 BJ5032* NAVD 88     -                                                        
 BJ5032  ___________________________________________________________________
 BJ5032  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ5032  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5032
 BJ5032  HORZ ORDER  -  THIRD
 BJ5032
 BJ5032.The horizontal coordinates were established by classical geodetic methods
 BJ5032.and adjusted by the National Geodetic Survey in January 1993..
 BJ5032
 BJ5032
 BJ5032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5032
 BJ5032.The geoid height was determined by GEOID03.
 BJ5032
 BJ5032;                    North         East     Units Scale Factor Converg.
 BJ5032;SPC LA S     -   218,794.078 1,019,260.494   MT  0.99995968   +0 06 01.1
 BJ5032;SPC LA S     -   717,826.90  3,344,023.80   sFT  0.99995968   +0 06 01.1
 BJ5032;UTM  15      - 3,372,760.051   679,246.303   MT  0.99999637   +0 56 50.0
 BJ5032
 BJ5032                          SUPERSEDED SURVEY CONTROL
 BJ5032
 BJ5032  NAD 83(1986)-  30 28 25.38406(N)    091 07 57.88577(W) AD(       ) 4
 BJ5032  NAD 27      -  30 28 24.70223(N)    091 07 57.50280(W) AD(       ) 3
 BJ5032
 BJ5032.Superseded values are not recommended for survey control.
 BJ5032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5032.See file dsdata.txt to determine how the superseded data were derived.
 BJ5032
 BJ5032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7924672760(NAD 83)
 BJ5032_MARKER: 42 = RADIO/TV MAST
 BJ5032
 BJ5032  HISTORY     - Date     Condition        Report By
 BJ5032  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5032
 BJ5032                          STATION DESCRIPTION
 BJ5032
 BJ5032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5032'STATION IS LOCATED IN THE NORTH PART OF THE GULF STATES UTILITIES
 BJ5032'COMPANY GROUNDS, ABOUT 0.1 MILE NORTH OF CHOCTAW DRIVE WHICH IS IN
 BJ5032'THE NORTHEAST SECTION OF TOWN.
 BJ5032'
 BJ5032'STATION IS A SLENDER, TRIANGULAR SHAPED STEEL MAST, ABOUT 270 FEET IN
 BJ5032'HEIGHT, PAINTED RED-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT AT
 BJ5032'TOP.
 BJ5032'
 BJ5032'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5055 ***********************************************************************
 BJ5055  DESIGNATION -  BATON ROUGE GSU TANK
 BJ5055  PID         -  BJ5055
 BJ5055  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5055  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5055
 BJ5055                         *CURRENT SURVEY CONTROL
 BJ5055  ___________________________________________________________________
 BJ5055* NAD 83(1992)-  30 29 28.57355(N)    091 11 12.74831(W)     ADJUSTED  
 BJ5055* NAVD 88     -                                                        
 BJ5055  ___________________________________________________________________
 BJ5055  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ5055  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5055
 BJ5055  HORZ ORDER  -  THIRD
 BJ5055
 BJ5055.The horizontal coordinates were established by classical geodetic methods
 BJ5055.and adjusted by the National Geodetic Survey in January 1993..
 BJ5055
 BJ5055
 BJ5055.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5055
 BJ5055.The geoid height was determined by GEOID03.
 BJ5055
 BJ5055;                    North         East     Units Scale Factor Converg.
 BJ5055;SPC LA S     -   220,732.583 1,014,060.609   MT  0.99996225   +0 04 23.6
 BJ5055;SPC LA S     -   724,186.82  3,326,963.85   sFT  0.99996225   +0 04 23.6
 BJ5055;UTM  15      - 3,374,621.525   674,018.206   MT  0.99997359   +0 55 12.8
 BJ5055
 BJ5055                          SUPERSEDED SURVEY CONTROL
 BJ5055
 BJ5055  NAD 83(1986)-  30 29 28.59322(N)    091 11 12.74578(W) AD(       ) 4
 BJ5055  NAD 27      -  30 29 27.91299(N)    091 11 12.35658(W) AD(       ) 3
 BJ5055
 BJ5055.Superseded values are not recommended for survey control.
 BJ5055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5055.See file dsdata.txt to determine how the superseded data were derived.
 BJ5055
 BJ5055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7401874622(NAD 83)
 BJ5055_MARKER: 53 = ELEVATED TANK
 BJ5055
 BJ5055  HISTORY     - Date     Condition        Report By
 BJ5055  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5055
 BJ5055                          STATION DESCRIPTION
 BJ5055
 BJ5055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5055'THE GULF STATES UTILITIES TANK IS LOCATED IN THE NORTHWEST PART OF
 BJ5055'BATON ROUGE ON THE GROUNDS AND AT THE SOUTH END OF THE GSU ROAD.
 BJ5055'
 BJ5055'IT IS A SIX-LEGGED STEEL STRUCTURE, PAINTED SILVER IN COLOR WITH AN
 BJ5055'OVERALL HEIGHT OF 227 FEET.
 BJ5055'
 BJ5055'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5063 ***********************************************************************
 BJ5063  DESIGNATION -  BATON ROUGE GSU W TRANSM TOWER
 BJ5063  PID         -  BJ5063
 BJ5063  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5063  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5063
 BJ5063                         *CURRENT SURVEY CONTROL
 BJ5063  ___________________________________________________________________
 BJ5063* NAD 83(1992)-  30 29 29.91908(N)    091 12 10.08097(W)     ADJUSTED  
 BJ5063* NAVD 88     -                                                        
 BJ5063  ___________________________________________________________________
 BJ5063  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5063  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5063
 BJ5063  HORZ ORDER  -  THIRD
 BJ5063
 BJ5063.The horizontal coordinates were established by classical geodetic methods
 BJ5063.and adjusted by the National Geodetic Survey in January 1993..
 BJ5063
 BJ5063
 BJ5063.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5063
 BJ5063.The geoid height was determined by GEOID03.
 BJ5063
 BJ5063;                    North         East     Units Scale Factor Converg.
 BJ5063;SPC LA S     -   220,772.169 1,012,531.630   MT  0.99996231   +0 03 55.0
 BJ5063;SPC LA S     -   724,316.69  3,321,947.52   sFT  0.99996231   +0 03 55.0
 BJ5063;UTM  15      - 3,374,638.507   672,488.797   MT  0.99996705   +0 54 43.7
 BJ5063
 BJ5063                          SUPERSEDED SURVEY CONTROL
 BJ5063
 BJ5063  NAD 83(1986)-  30 29 29.93746(N)    091 12 10.07858(W) AD(       ) 4
 BJ5063  NAD 27      -  30 29 29.25813(N)    091 12 09.68630(W) AD(       ) 3
 BJ5063
 BJ5063.Superseded values are not recommended for survey control.
 BJ5063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5063.See file dsdata.txt to determine how the superseded data were derived.
 BJ5063
 BJ5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7248974639(NAD 83)
 BJ5063
 BJ5063  HISTORY     - Date     Condition        Report By
 BJ5063  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5063
 BJ5063                          STATION DESCRIPTION
 BJ5063
 BJ5063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5063'THE BATON ROUGE GULF STATES UTILITIES COMPANY WEST TRANSMISSION TOWER
 BJ5063'IS LOCATED ON THE WEST LEVEE OF THE MISSISSIPPI RIVER ABOUT 1 MILE
 BJ5063'SOUTH OF THE OLD MISSISSIPPI RIVER BRIDGE.
 BJ5063'
 BJ5063'IT IS A FOUR-LEGGED STEEL STRUCTURE WITH THREE LARGE CROSS MEMBERS
 BJ5063'NEAR THE TOP AND HAS AN OVERALL HEIGHT OF 439 FEET.  POINT
 BJ5063'INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP.
 BJ5063'
 BJ5063'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 986 UNDER THE
 BJ5063'WEST SIDE OF THE MISSISSIPPI RIVER BRIDGE GO EAST AND SOUTH ON
 BJ5063'HIGHWAY 986 FOR 1.2 MILES TO THE TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4764 ***********************************************************************
 BJ4764  DESIGNATION -  BATON ROUGE IDEAL CEM CO STACK
 BJ4764  PID         -  BJ4764
 BJ4764  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4764  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4764
 BJ4764                         *CURRENT SURVEY CONTROL
 BJ4764  ___________________________________________________________________
 BJ4764* NAD 83(1992)-  30 30 32.35179(N)    091 11 27.91833(W)     ADJUSTED  
 BJ4764* NAVD 88     -                                                        
 BJ4764  ___________________________________________________________________
 BJ4764  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4764  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4764
 BJ4764  HORZ ORDER  -  THIRD
 BJ4764
 BJ4764.The horizontal coordinates were established by classical geodetic methods
 BJ4764.and adjusted by the National Geodetic Survey in January 1993..
 BJ4764
 BJ4764
 BJ4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4764
 BJ4764.The geoid height was determined by GEOID03.
 BJ4764
 BJ4764;                    North         East     Units Scale Factor Converg.
 BJ4764;SPC LA S     -   222,696.032 1,013,653.621   MT  0.99996494   +0 04 16.0
 BJ4764;SPC LA S     -   730,628.56  3,325,628.59   sFT  0.99996494   +0 04 16.0
 BJ4764;UTM  15      - 3,376,578.760   673,582.227   MT  0.99997172   +0 55 06.8
 BJ4764
 BJ4764                          SUPERSEDED SURVEY CONTROL
 BJ4764
 BJ4764  NAD 83(1986)-  30 30 32.37019(N)    091 11 27.91587(W) AD(       ) 4
 BJ4764  NAD 27      -  30 30 31.69283(N)    091 11 27.52531(W) AD(       ) 3
 BJ4764
 BJ4764.Superseded values are not recommended for survey control.
 BJ4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4764.See file dsdata.txt to determine how the superseded data were derived.
 BJ4764
 BJ4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7358276579(NAD 83)
 BJ4764_MARKER: 63 = STACK
 BJ4764
 BJ4764  HISTORY     - Date     Condition        Report By
 BJ4764  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4764
 BJ4764                          STATION DESCRIPTION
 BJ4764
 BJ4764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4764'THE IDEAL CEMENT COMPANY STACK IS LOCATED ON THE GROUNDS OF THE
 BJ4764'CEMENT COMPANY GROUNDS ON THE NORTH SIDE AND AT THE EAST END OF THE
 BJ4764'OLD MISSISSIPPI RIVER BRIDGE IN THE NORTHWEST PART OF BATON ROUGE.
 BJ4764'
 BJ4764'IT IS A RED BRICK STRUCTURE WITH THE TOP ONE-THIRD PAINTED
 BJ4764'ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 250 FEET.
 BJ4764'
 BJ4764'POINT INTERSECTED WAS THE TOP-CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4762 ***********************************************************************
 BJ4762  DESIGNATION -  BATON ROUGE KAISER CO TANK
 BJ4762  PID         -  BJ4762
 BJ4762  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4762  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4762
 BJ4762                         *CURRENT SURVEY CONTROL
 BJ4762  ___________________________________________________________________
 BJ4762* NAD 83(1992)-  30 30 25.21244(N)    091 11 11.05385(W)     ADJUSTED  
 BJ4762* NAVD 88     -                                                        
 BJ4762  ___________________________________________________________________
 BJ4762  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4762  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4762
 BJ4762  HORZ ORDER  -  THIRD
 BJ4762
 BJ4762.The horizontal coordinates were established by classical geodetic methods
 BJ4762.and adjusted by the National Geodetic Survey in January 1993..
 BJ4762
 BJ4762
 BJ4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4762
 BJ4762.The geoid height was determined by GEOID03.
 BJ4762
 BJ4762;                    North         East     Units Scale Factor Converg.
 BJ4762;SPC LA S     -   222,476.753 1,014,103.560   MT  0.99996464   +0 04 24.5
 BJ4762;SPC LA S     -   729,909.15  3,327,104.76   sFT  0.99996464   +0 04 24.5
 BJ4762;UTM  15      - 3,376,366.157   674,035.363   MT  0.99997366   +0 55 15.2
 BJ4762
 BJ4762                          SUPERSEDED SURVEY CONTROL
 BJ4762
 BJ4762  NAD 83(1986)-  30 30 25.23072(N)    091 11 11.05136(W) AD(       ) 4
 BJ4762  NAD 27      -  30 30 24.55130(N)    091 11 10.66247(W) AD(       ) 3
 BJ4762
 BJ4762.Superseded values are not recommended for survey control.
 BJ4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4762.See file dsdata.txt to determine how the superseded data were derived.
 BJ4762
 BJ4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7403576366(NAD 83)
 BJ4762_MARKER: 53 = ELEVATED TANK
 BJ4762
 BJ4762  HISTORY     - Date     Condition        Report By
 BJ4762  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4762
 BJ4762                          STATION DESCRIPTION
 BJ4762
 BJ4762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4762'THE KAISER ALUMINUM COMPANY TANK IS LOCATED IN THE NORTHWEST PART OF
 BJ4762'BATON ROUGE ON THE GROUNDS OF THE ALUMINUM CO., AT THE EAST END AND
 BJ4762'SOUTH SIDE OF THE MISSISSIPPI RIVER BRIDGE AND ABOUT 100 YARDS WEST
 BJ4762'OF THE ENTRANCE TO THE GROUNDS.
 BJ4762'
 BJ4762'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER IN COLOR, WITH
 BJ4762'THE LEGEND KAISER ALUMINUM COMPANY ON THE EAST SIDE AND HAS AN
 BJ4762'OVERALL HEIGHT OF 128 FEET.
 BJ4762'
 BJ4762'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5049 ***********************************************************************
 BJ5049  DESIGNATION -  BATON ROUGE KCS RR MICROWAVE
 BJ5049  PID         -  BJ5049
 BJ5049  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5049  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5049
 BJ5049                         *CURRENT SURVEY CONTROL
 BJ5049  ___________________________________________________________________
 BJ5049* NAD 83(1992)-  30 27 29.25517(N)    091 10 28.33927(W)     ADJUSTED  
 BJ5049* NAVD 88     -                                                        
 BJ5049  ___________________________________________________________________
 BJ5049  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5049  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5049
 BJ5049  HORZ ORDER  -  THIRD
 BJ5049
 BJ5049.The horizontal coordinates were established by classical geodetic methods
 BJ5049.and adjusted by the National Geodetic Survey in January 1993..
 BJ5049
 BJ5049
 BJ5049.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5049
 BJ5049.The geoid height was determined by GEOID03.
 BJ5049
 BJ5049;                    North         East     Units Scale Factor Converg.
 BJ5049;SPC LA S     -   217,059.953 1,015,249.988   MT  0.99995748   +0 04 45.8
 BJ5049;SPC LA S     -   712,137.53  3,330,866.00   sFT  0.99995748   +0 04 45.8
 BJ5049;UTM  15      - 3,370,966.809   675,261.740   MT  0.99997895   +0 55 32.1
 BJ5049
 BJ5049                          SUPERSEDED SURVEY CONTROL
 BJ5049
 BJ5049  NAD 83(1986)-  30 27 29.27346(N)    091 10 28.33707(W) AD(       ) 4
 BJ5049  NAD 27      -  30 27 28.59009(N)    091 10 27.94915(W) AD(       ) 3
 BJ5049
 BJ5049.Superseded values are not recommended for survey control.
 BJ5049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5049.See file dsdata.txt to determine how the superseded data were derived.
 BJ5049
 BJ5049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7526270967(NAD 83)
 BJ5049_MARKER: 45 = MICROWAVE TOWER
 BJ5049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5049+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BJ5049
 BJ5049  HISTORY     - Date     Condition        Report By
 BJ5049  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5049  HISTORY     - 20040306 GOOD             USPSQD
 BJ5049  HISTORY     - 20050318 GOOD             USPSQD
 BJ5049
 BJ5049                          STATION DESCRIPTION
 BJ5049
 BJ5049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5049'THE KANSAS CITY SOUTHERN RAILROAD COMPANY MICROWAVE IS LOCATED IN THE
 BJ5049'WEST PART OF BATON ROUGE, 0.2 MILE SOUTH OF THE NEW KCS DEPOT AND
 BJ5049'50 FEET EAST OF THE RAILROAD TRACKS.
 BJ5049'
 BJ5049'IT IS A THREE-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 BJ5049'WHITE WITH 2 FAN ANTENNAS AT THE TOP.
 BJ5049'
 BJ5049'POINT INTERSECTED WAS THE TOP-CENTER OF THE TOWER.
 BJ5049
 BJ5049                          STATION RECOVERY (2004)
 BJ5049
 BJ5049'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BJ5049'RECOVERED IN GOOD CONDITION.
 BJ5049
 BJ5049                          STATION RECOVERY (2005)
 BJ5049
 BJ5049'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BJ5049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5031 ***********************************************************************
 BJ5031  DESIGNATION -  BATON ROUGE LA W F RAD MAST
 BJ5031  PID         -  BJ5031
 BJ5031  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5031  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5031
 BJ5031                         *CURRENT SURVEY CONTROL
 BJ5031  ___________________________________________________________________
 BJ5031* NAD 83(1992)-  30 23 50.74790(N)    091 07 40.89313(W)     ADJUSTED  
 BJ5031* NAVD 88     -                                                        
 BJ5031  ___________________________________________________________________
 BJ5031  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ5031  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ5031
 BJ5031  HORZ ORDER  -  THIRD
 BJ5031
 BJ5031.The horizontal coordinates were established by classical geodetic methods
 BJ5031.and adjusted by the National Geodetic Survey in January 1993..
 BJ5031
 BJ5031
 BJ5031.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5031
 BJ5031.The geoid height was determined by GEOID03.
 BJ5031
 BJ5031;                    North         East     Units Scale Factor Converg.
 BJ5031;SPC LA S     -   210,338.583 1,019,728.940   MT  0.99994961   +0 06 09.6
 BJ5031;SPC LA S     -   690,085.83  3,345,560.70   sFT  0.99994961   +0 06 09.6
 BJ5031;UTM  15      - 3,364,312.027   679,839.549   MT  0.99999901   +0 56 50.9
 BJ5031
 BJ5031                          SUPERSEDED SURVEY CONTROL
 BJ5031
 BJ5031  NAD 83(1986)-  30 23 50.76598(N)    091 07 40.89123(W) AD(       ) 4
 BJ5031  NAD 27      -  30 23 50.07671(N)    091 07 40.51018(W) AD(       ) 3
 BJ5031
 BJ5031.Superseded values are not recommended for survey control.
 BJ5031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5031.See file dsdata.txt to determine how the superseded data were derived.
 BJ5031
 BJ5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7984064312(NAD 83)
 BJ5031_MARKER: 42 = RADIO/TV MAST
 BJ5031
 BJ5031  HISTORY     - Date     Condition        Report By
 BJ5031  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5031
 BJ5031                          STATION DESCRIPTION
 BJ5031
 BJ5031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5031'STATE OF LOUISIANA WILDLIFE AND FISHERIES COMMISSION RADIO STATION
 BJ5031'KKP 723 MAST IS LOCATED IN THE SOUTH SECTION OF BATON ROUGE, ABOUT 4
 BJ5031'1/2 MILES SOUTH OF THE CENTRAL SECTION OF TOWN, 1/2 MILE SOUTHWEST
 BJ5031'OF PERKINS-QUAIL ROADS INTERSECTION AND AT THE SOUTH EDGE OF THE
 BJ5031'COMMISSION GROUNDS.
 BJ5031'
 BJ5031'A TRIANGULAR SHAPED STEEL MAST, 308 FEET IN HEIGHT, PAINTED
 BJ5031'ORANGE-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT AT TOP.
 BJ5031'
 BJ5031'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5048 ***********************************************************************
 BJ5048  DESIGNATION -  BATON ROUGE LDH RADIO MAST
 BJ5048  PID         -  BJ5048
 BJ5048  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5048  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5048
 BJ5048                         *CURRENT SURVEY CONTROL
 BJ5048  ___________________________________________________________________
 BJ5048* NAD 83(1992)-  30 27 39.98177(N)    091 10 25.22818(W)     ADJUSTED  
 BJ5048* NAVD 88     -                                                        
 BJ5048  ___________________________________________________________________
 BJ5048  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5048  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5048
 BJ5048  HORZ ORDER  -  THIRD
 BJ5048
 BJ5048.The horizontal coordinates were established by classical geodetic methods
 BJ5048.and adjusted by the National Geodetic Survey in January 1993..
 BJ5048
 BJ5048
 BJ5048.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5048
 BJ5048.The geoid height was determined by GEOID03.
 BJ5048
 BJ5048;                    North         East     Units Scale Factor Converg.
 BJ5048;SPC LA S     -   217,390.374 1,015,332.521   MT  0.99995790   +0 04 47.4
 BJ5048;SPC LA S     -   713,221.59  3,331,136.78   sFT  0.99995790   +0 04 47.4
 BJ5048;UTM  15      - 3,371,298.420   675,339.386   MT  0.99997928   +0 55 34.0
 BJ5048
 BJ5048                          SUPERSEDED SURVEY CONTROL
 BJ5048
 BJ5048  NAD 83(1986)-  30 27 40.00006(N)    091 10 25.22598(W) AD(       ) 4
 BJ5048  NAD 27      -  30 27 39.31732(N)    091 10 24.83839(W) AD(       ) 3
 BJ5048
 BJ5048.Superseded values are not recommended for survey control.
 BJ5048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5048.See file dsdata.txt to determine how the superseded data were derived.
 BJ5048
 BJ5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7533971298(NAD 83)
 BJ5048_MARKER: 42 = RADIO/TV MAST
 BJ5048
 BJ5048  HISTORY     - Date     Condition        Report By
 BJ5048  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5048
 BJ5048                          STATION DESCRIPTION
 BJ5048
 BJ5048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5048'THE LOUISIANA DEPARTMENT OF HIGHWAYS RADIO MAST IS LOCATED IN THE
 BJ5048'NORTHEAST PART OF THE DEPARTMENT OF HIGHWAYS REPAIR DEPARTMENT JUST
 BJ5048'NORTH OF MEMORIAL STADIUM AND IN THE NORTHWEST ANGLE OF THE
 BJ5048'INTERSECTION OF NORTH 17TH STREET AND FOSS DRIVE.
 BJ5048'
 BJ5048'IT IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN CROSSECTION,
 BJ5048'PAINTED ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 320
 BJ5048'FEET.
 BJ5048'
 BJ5048'POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5033 ***********************************************************************
 BJ5033  DESIGNATION -  BATON ROUGE LFC RAD MAST
 BJ5033  PID         -  BJ5033
 BJ5033  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5033  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5033
 BJ5033                         *CURRENT SURVEY CONTROL
 BJ5033  ___________________________________________________________________
 BJ5033* NAD 83(1992)-  30 27 00.59901(N)    091 08 11.17796(W)     ADJUSTED  
 BJ5033* NAVD 88     -                                                        
 BJ5033  ___________________________________________________________________
 BJ5033  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ5033  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5033
 BJ5033  HORZ ORDER  -  THIRD
 BJ5033
 BJ5033.The horizontal coordinates were established by classical geodetic methods
 BJ5033.and adjusted by the National Geodetic Survey in January 1993..
 BJ5033
 BJ5033
 BJ5033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5033
 BJ5033.The geoid height was determined by GEOID03.
 BJ5033
 BJ5033;                    North         East     Units Scale Factor Converg.
 BJ5033;SPC LA S     -   216,183.219 1,018,910.504   MT  0.99995639   +0 05 54.4
 BJ5033;SPC LA S     -   709,261.11  3,342,875.55   sFT  0.99995639   +0 05 54.4
 BJ5033;UTM  15      - 3,370,144.207   678,934.915   MT  0.99999500   +0 56 40.9
 BJ5033
 BJ5033                          SUPERSEDED SURVEY CONTROL
 BJ5033
 BJ5033  NAD 83(1986)-  30 27 00.61713(N)    091 08 11.17581(W) AD(       ) 4
 BJ5033  NAD 27      -  30 26 59.93292(N)    091 08 10.79219(W) AD(       ) 3
 BJ5033
 BJ5033.Superseded values are not recommended for survey control.
 BJ5033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5033.See file dsdata.txt to determine how the superseded data were derived.
 BJ5033
 BJ5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7893570144(NAD 83)
 BJ5033_MARKER: 42 = RADIO/TV MAST
 BJ5033
 BJ5033  HISTORY     - Date     Condition        Report By
 BJ5033  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5033
 BJ5033                          STATION DESCRIPTION
 BJ5033
 BJ5033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5033'BATON ROUGE, STATE FORESTRY COMMISSION RADIO STATION KKB 904 IS
 BJ5033'LOCATED IN THE EASTERN SECTION OF TOWN, AT 5150 FLORIDA BOULEVARD,
 BJ5033'BEHIND THE FORESTRY BUILDING, ABOUT 300 FEET SOUTH OF THE
 BJ5033'BOULEVARD.
 BJ5033'
 BJ5033'A STEEL TRIANGULAR SHAPED MAST, 188 FEET IN HEIGHT, PAINTED
 BJ5033'ORANGE-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT MOUNTED AT TOP.
 BJ5033'
 BJ5033'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5052 ***********************************************************************
 BJ5052  DESIGNATION -  BATON ROUGE NAPOLEON ST TANK
 BJ5052  PID         -  BJ5052
 BJ5052  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5052  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5052
 BJ5052                         *CURRENT SURVEY CONTROL
 BJ5052  ___________________________________________________________________
 BJ5052* NAD 83(1992)-  30 26 05.76196(N)    091 10 59.00071(W)     ADJUSTED  
 BJ5052* NAVD 88     -                                                        
 BJ5052  ___________________________________________________________________
 BJ5052  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ5052  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5052
 BJ5052  HORZ ORDER  -  THIRD
 BJ5052
 BJ5052.The horizontal coordinates were established by classical geodetic methods
 BJ5052.and adjusted by the National Geodetic Survey in January 1993..
 BJ5052
 BJ5052
 BJ5052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5052
 BJ5052.The geoid height was determined by GEOID03.
 BJ5052
 BJ5052;                    North         East     Units Scale Factor Converg.
 BJ5052;SPC LA S     -   214,487.838 1,014,435.416   MT  0.99995434   +0 04 30.5
 BJ5052;SPC LA S     -   703,698.85  3,328,193.53   sFT  0.99995434   +0 04 30.5
 BJ5052;UTM  15      - 3,368,382.895   674,485.210   MT  0.99997560   +0 55 14.2
 BJ5052
 BJ5052                          SUPERSEDED SURVEY CONTROL
 BJ5052
 BJ5052  NAD 83(1986)-  30 26 05.78026(N)    091 10 58.99863(W) AD(       ) 4
 BJ5052  NAD 27      -  30 26 05.09478(N)    091 10 58.60964(W) AD(       ) 3
 BJ5052
 BJ5052.Superseded values are not recommended for survey control.
 BJ5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5052.See file dsdata.txt to determine how the superseded data were derived.
 BJ5052
 BJ5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7448568383(NAD 83)
 BJ5052_MARKER: 53 = ELEVATED TANK
 BJ5052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5052+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BJ5052
 BJ5052  HISTORY     - Date     Condition        Report By
 BJ5052  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5052  HISTORY     - 20031220 GOOD             USPSQD
 BJ5052  HISTORY     - 20050318 GOOD             USPSQD
 BJ5052
 BJ5052                          STATION DESCRIPTION
 BJ5052
 BJ5052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5052'THE NAPOLEON STREET MUNICIPAL WATER TANK IS LOCATED 100 YARDS WEST
 BJ5052'OF THE INTERSECTION OF MARGARET AND NAPOLEON STREETS.
 BJ5052'
 BJ5052'IT IS A STEEL STRUCTURE WITH EIGHT CHANNEL STEEL LEGS SUPPORTING A
 BJ5052'LARGE OVAL TANK, PAINTED SILVER IN COLOR AND HAS AN OVERALL HEIGHT
 BJ5052'OF 145 FEET.
 BJ5052'
 BJ5052'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
 BJ5052
 BJ5052                          STATION RECOVERY (2003)
 BJ5052
 BJ5052'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BJ5052'RECOVERED IN GOOD CONDITION.
 BJ5052
 BJ5052                          STATION RECOVERY (2005)
 BJ5052
 BJ5052'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BJ5052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5038 ***********************************************************************
 BJ5038  DESIGNATION -  BATON ROUGE PERKINS RD TANK
 BJ5038  PID         -  BJ5038
 BJ5038  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5038  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5038
 BJ5038                         *CURRENT SURVEY CONTROL
 BJ5038  ___________________________________________________________________
 BJ5038* NAD 83(1992)-  30 25 11.34230(N)    091 08 58.13932(W)     ADJUSTED  
 BJ5038* NAVD 88     -                                                        
 BJ5038  ___________________________________________________________________
 BJ5038  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5038  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5038
 BJ5038  HORZ ORDER  -  THIRD
 BJ5038
 BJ5038.The horizontal coordinates were established by classical geodetic methods
 BJ5038.and adjusted by the National Geodetic Survey in January 1993..
 BJ5038
 BJ5038
 BJ5038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5038
 BJ5038.The geoid height was determined by GEOID03.
 BJ5038
 BJ5038;                    North         East     Units Scale Factor Converg.
 BJ5038;SPC LA S     -   212,816.802 1,017,663.032   MT  0.99995238   +0 05 30.9
 BJ5038;SPC LA S     -   698,216.46  3,338,782.80   sFT  0.99995238   +0 05 30.9
 BJ5038;UTM  15      - 3,366,759.614   677,737.224   MT  0.99998973   +0 56 14.0
 BJ5038
 BJ5038                          SUPERSEDED SURVEY CONTROL
 BJ5038
 BJ5038  NAD 83(1986)-  30 25 11.36049(N)    091 08 58.13738(W) AD(       ) 4
 BJ5038  NAD 27      -  30 25 10.67387(N)    091 08 57.75246(W) AD(       ) 3
 BJ5038
 BJ5038.Superseded values are not recommended for survey control.
 BJ5038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5038.See file dsdata.txt to determine how the superseded data were derived.
 BJ5038
 BJ5038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7773766760(NAD 83)
 BJ5038_MARKER: 53 = ELEVATED TANK
 BJ5038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5038+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BJ5038
 BJ5038  HISTORY     - Date     Condition        Report By
 BJ5038  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5038  HISTORY     - 20031220 GOOD             USPSQD
 BJ5038  HISTORY     - 20050318 GOOD             USPSQD
 BJ5038
 BJ5038                          STATION DESCRIPTION
 BJ5038
 BJ5038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5038'PERKINS ROAD WATER TANK IS LOCATED IN THE SOUTH-CENTRAL SECTION OF
 BJ5038'TOWN, ON PERKINS ROAD, WITHIN A SMALL FENCED AREA, BETWEEN THE CUBAN
 BJ5038'LIQUOR STORE AND A TEXACO SERVICE STATION AND 60 FEET NORTH OF
 BJ5038'PERKINS ROAD.
 BJ5038'
 BJ5038'A LARGE STEEL TANK, 150 FEET IN HEIGHT, GREEN IN COLOR AND AN OVAL
 BJ5038'SHAPED ROOF, SUPPORTED BY 8 TUBULAR TYPE STEEL LEGS.
 BJ5038'
 BJ5038'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
 BJ5038
 BJ5038                          STATION RECOVERY (2003)
 BJ5038
 BJ5038'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BJ5038'RECOVERED IN GOOD CONDITION.
 BJ5038
 BJ5038                          STATION RECOVERY (2005)
 BJ5038
 BJ5038'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BJ5038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5043 ***********************************************************************
 BJ5043  DESIGNATION -  BATON ROUGE PUB WORKS RAD MAST
 BJ5043  PID         -  BJ5043
 BJ5043  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5043  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5043
 BJ5043                         *CURRENT SURVEY CONTROL
 BJ5043  ___________________________________________________________________
 BJ5043* NAD 83(1992)-  30 26 57.78236(N)    091 09 54.55058(W)     ADJUSTED  
 BJ5043* NAVD 88     -                                                        
 BJ5043  ___________________________________________________________________
 BJ5043  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ5043  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5043
 BJ5043  HORZ ORDER  -  THIRD
 BJ5043
 BJ5043.The horizontal coordinates were established by classical geodetic methods
 BJ5043.and adjusted by the National Geodetic Survey in January 1993..
 BJ5043
 BJ5043
 BJ5043.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5043
 BJ5043.The geoid height was determined by GEOID03.
 BJ5043
 BJ5043;                    North         East     Units Scale Factor Converg.
 BJ5043;SPC LA S     -   216,092.093 1,016,152.779   MT  0.99995628   +0 05 02.7
 BJ5043;SPC LA S     -   708,962.14  3,333,827.91   sFT  0.99995628   +0 05 02.7
 BJ5043;UTM  15      - 3,370,012.363   676,178.746   MT  0.99998292   +0 55 48.4
 BJ5043
 BJ5043                          SUPERSEDED SURVEY CONTROL
 BJ5043
 BJ5043  NAD 83(1986)-  30 26 57.80060(N)    091 09 54.54842(W) AD(       ) 4
 BJ5043  NAD 27      -  30 26 57.11703(N)    091 09 54.16178(W) AD(       ) 3
 BJ5043
 BJ5043.Superseded values are not recommended for survey control.
 BJ5043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5043.See file dsdata.txt to determine how the superseded data were derived.
 BJ5043
 BJ5043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7617970012(NAD 83)
 BJ5043_MARKER: 42 = RADIO/TV MAST
 BJ5043
 BJ5043  HISTORY     - Date     Condition        Report By
 BJ5043  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5043
 BJ5043                          STATION DESCRIPTION
 BJ5043
 BJ5043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5043'THE BATON ROUGE DEPARTMENT OF PUBLIC WORKS RADIO STATION KAY 222 IS
 BJ5043'LOCATED AT THE CITY REPAIR SHOPS JUST NORTH OF THE INTERSECTION OF
 BJ5043'CONVENTION AND BAXTER STREETS.
 BJ5043'
 BJ5043'IT IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN CROSSECTION,
 BJ5043'PAINTED ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 300
 BJ5043'FEET.
 BJ5043'
 BJ5043'POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5037 ***********************************************************************
 BJ5037  DESIGNATION -  BATON ROUGE RAD KXOK N MAST
 BJ5037  PID         -  BJ5037
 BJ5037  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5037  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5037
 BJ5037                         *CURRENT SURVEY CONTROL
 BJ5037  ___________________________________________________________________
 BJ5037* NAD 83(1992)-  30 25 14.47805(N)    091 08 30.30302(W)     ADJUSTED  
 BJ5037* NAVD 88     -                                                        
 BJ5037  ___________________________________________________________________
 BJ5037  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5037  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5037
 BJ5037  HORZ ORDER  -  THIRD
 BJ5037
 BJ5037.The horizontal coordinates were established by classical geodetic methods
 BJ5037.and adjusted by the National Geodetic Survey in January 1993..
 BJ5037
 BJ5037
 BJ5037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5037
 BJ5037.The geoid height was determined by GEOID03.
 BJ5037
 BJ5037;                    North         East     Units Scale Factor Converg.
 BJ5037;SPC LA S     -   212,914.577 1,018,405.735   MT  0.99995249   +0 05 44.9
 BJ5037;SPC LA S     -   698,537.24  3,341,219.48   sFT  0.99995249   +0 05 44.9
 BJ5037;UTM  15      - 3,366,868.340   678,478.433   MT  0.99999299   +0 56 28.2
 BJ5037
 BJ5037                          SUPERSEDED SURVEY CONTROL
 BJ5037
 BJ5037  NAD 83(1986)-  30 25 14.49621(N)    091 08 30.30104(W) AD(       ) 4
 BJ5037  NAD 27      -  30 25 13.80960(N)    091 08 29.91738(W) AD(       ) 3
 BJ5037
 BJ5037.Superseded values are not recommended for survey control.
 BJ5037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5037.See file dsdata.txt to determine how the superseded data were derived.
 BJ5037
 BJ5037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7847866868(NAD 83)
 BJ5037_MARKER: 42 = RADIO/TV MAST
 BJ5037
 BJ5037  HISTORY     - Date     Condition        Report By
 BJ5037  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5037
 BJ5037                          STATION DESCRIPTION
 BJ5037
 BJ5037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5037'RADIO STATION KXOK MAST IS LOCATED IN AN OPEN FIELD, IN THE
 BJ5037'SOUTH-CENTRAL SECTION OF TOWN, ABOUT 350 FEET WEST OF COLLEGE DRIVE,
 BJ5037'0.1 MILE SOUTH OF INTERSTATE HIGHWAY 10 AND ABOUT 300 FEET SOUTH OF
 BJ5037'A BRICK SCHOOL BUILDING.
 BJ5037'
 BJ5037'A TRIANGULAR SHAPED STEEL MAST, 280 FEET IN HEIGHT, PAINTED RED-WHITE
 BJ5037'ALTERNATE SECTIONS, HAS AN EXTENSION AND RED LIGHT AT TOP.
 BJ5037'
 BJ5037'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4756 ***********************************************************************
 BJ4756  DESIGNATION -  BATON ROUGE RYAN AIRPORT TANK
 BJ4756  PID         -  BJ4756
 BJ4756  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4756  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4756
 BJ4756                         *CURRENT SURVEY CONTROL
 BJ4756  ___________________________________________________________________
 BJ4756* NAD 83(1992)-  30 31 47.08814(N)    091 09 37.42614(W)     ADJUSTED  
 BJ4756* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 BJ4756  ___________________________________________________________________
 BJ4756  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ4756  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4756
 BJ4756  HORZ ORDER  -  THIRD
 BJ4756
 BJ4756.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ4756
 BJ4756.The horizontal coordinates were established by classical geodetic methods
 BJ4756.and adjusted by the National Geodetic Survey in January 1993..
 BJ4756
 BJ4756.The orthometric height was scaled from a topographic map.
 BJ4756
 BJ4756.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4756
 BJ4756.The geoid height was determined by GEOID03.
 BJ4756
 BJ4756;                    North         East     Units Scale Factor Converg.
 BJ4756;SPC LA S     -   225,001.494 1,016,596.196   MT  0.99996821   +0 05 11.3
 BJ4756;SPC LA S     -   738,192.40  3,335,282.69   sFT  0.99996821   +0 05 11.3
 BJ4756;UTM  15      - 3,378,927.538   676,490.399   MT  0.99998427   +0 56 05.0
 BJ4756
 BJ4756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4756!SPC LA S     -   1.00000129  x   0.99996821  =   0.99996950
 BJ4756!UTM  15      -   1.00000129  x   0.99998427  =   0.99998556
 BJ4756
 BJ4756                          SUPERSEDED SURVEY CONTROL
 BJ4756
 BJ4756  NAD 83(1986)-  30 31 47.10650(N)    091 09 37.42483(W) AD(       ) 4
 BJ4756  NAD 27      -  30 31 46.42698(N)    091 09 37.03572(W) AD(       ) 3
 BJ4756
 BJ4756.Superseded values are not recommended for survey control.
 BJ4756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4756.See file dsdata.txt to determine how the superseded data were derived.
 BJ4756
 BJ4756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7649078928(NAD 83)
 BJ4756_MARKER: 53 = ELEVATED TANK
 BJ4756_MARK LOGO: NGS   
 BJ4756
 BJ4756  HISTORY     - Date     Condition        Report By
 BJ4756  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4756  HISTORY     - 1970     GOOD             NGS
 BJ4756  HISTORY     - 19880209 GOOD             LADTD
 BJ4756
 BJ4756                          STATION DESCRIPTION
 BJ4756
 BJ4756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4756'RYAN AIRPORT WATER TANK IS LOCATED ON THE RYAN AIRPORT COMPANY
 BJ4756'GROUNDS, ABOUT 1 MILE WEST-NORTHWEST OF THE STATE HIGHWAYS 67 AND
 BJ4756'408 JUNCTION, 0.55 MILE NORTH OF HIGHWAY 408, 0.35 MILE NORTH OF
 BJ4756'THE SOUTH ENTRANCE GATE AND ABOUT 500 FEET EAST OF AIRBASE ROAD.
 BJ4756'
 BJ4756'A LARGE STEEL, ORANGE-WHITE CHECKERED TANK, 230 FEET IN HEIGHT, AN
 BJ4756'OVAL SHAPED ROOF WITH A REVOLVING BEACON LIGHT AT TOP-CENTER OF THE
 BJ4756'TANK.  TANK IS SUPPORTED BY 8 DOUBLE CHANNEL STEEL LEGS.
 BJ4756'
 BJ4756'POINT INTERSECTED, WAS THE REVOLVING LIGHT AT TOP-CENTER.
 BJ4756
 BJ4756                          STATION RECOVERY (1970)
 BJ4756
 BJ4756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ4756'RECOVERED IN GOOD CONDITION.
 BJ4756
 BJ4756                          STATION RECOVERY (1988)
 BJ4756
 BJ4756'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4756'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 BJ4756'FOLLOWS.
 BJ4756'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTH OF THE CENTER OF
 BJ4756'BATON ROUGE, 1.6 KM (1.00 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS
 BJ4756'408 AND 67 ON THE WEST SIDE OF THE RYAN MUNICIPAL AIRPORT.
 BJ4756'OWNERSHIP--GREATER BATON ROUGE AIRPORT, ROOM 212, TERMINAL BUILDING.
 BJ4756'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 408 AND
 BJ4756'67 IN NORTH BATON ROUGE, GO WEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 408
 BJ4756'TO THE SOUTH ENTRANCE TO THE RYAN MUNICIPAL AIRPORT (VETERANS MEMORIAL
 BJ4756'BLVD), ON THE EAST SIDE OF THE JUNCTION OF HIGHWAY 408 AND INTERSTATE
 BJ4756'HIGHWAY 110.  TURN RIGHT AND GO NORTH FOR 1.0 KM (0.60 MI) ON VETERANS
 BJ4756'MEMORIAL BLVD TO THE JUNCTION WITH J D HAIR SR AVE.  TURN RIGHT AND GO
 BJ4756'EAST FOR 0.08 KM (0.05 MI) ON J D HAIR SR AVE TO THE STATION ON THE
 BJ4756'RIGHT.
 BJ4756'THE STATION IS A LARGE STEEL SILVER PAINTED TANK, 70.1 M (230.0 FT) IN
 BJ4756'HEIGHT, AN OVAL SHAPED ROOF WITH A REVOLVING BECON LIGHT AT THE
 BJ4756'TOP-CENTER OF THE TANK.  THE TANK IS SUPPORTED BY 8 DOUBLE CHANNEL
 BJ4756'STEEL LEGS.  THE POINT INTERSECTED WAS THE REVOLVING LIGHT AT THE
 BJ4756'TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5044 ***********************************************************************
 BJ5044  DESIGNATION -  BATON ROUGE SACRED HEART CROSS
 BJ5044  PID         -  BJ5044
 BJ5044  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5044  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5044
 BJ5044                         *CURRENT SURVEY CONTROL
 BJ5044  ___________________________________________________________________
 BJ5044* NAD 83(1992)-  30 27 06.06020(N)    091 09 56.06177(W)     ADJUSTED  
 BJ5044* NAVD 88     -                                                        
 BJ5044  ___________________________________________________________________
 BJ5044  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5044  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5044
 BJ5044  HORZ ORDER  -  THIRD
 BJ5044
 BJ5044.The horizontal coordinates were established by classical geodetic methods
 BJ5044.and adjusted by the National Geodetic Survey in January 1993..
 BJ5044
 BJ5044
 BJ5044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5044
 BJ5044.The geoid height was determined by GEOID03.
 BJ5044
 BJ5044;                    North         East     Units Scale Factor Converg.
 BJ5044;SPC LA S     -   216,346.934 1,016,112.089   MT  0.99995659   +0 05 02.0
 BJ5044;SPC LA S     -   709,798.23  3,333,694.41   sFT  0.99995659   +0 05 02.0
 BJ5044;UTM  15      - 3,370,266.582   676,134.297   MT  0.99998273   +0 55 47.8
 BJ5044
 BJ5044                          SUPERSEDED SURVEY CONTROL
 BJ5044
 BJ5044  NAD 83(1986)-  30 27 06.07843(N)    091 09 56.05960(W) AD(       ) 4
 BJ5044  NAD 27      -  30 27 05.39497(N)    091 09 55.67278(W) AD(       ) 3
 BJ5044
 BJ5044.Superseded values are not recommended for survey control.
 BJ5044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5044.See file dsdata.txt to determine how the superseded data were derived.
 BJ5044
 BJ5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7613470267(NAD 83)
 BJ5044_MARKER: 91 = CHURCH CROSS
 BJ5044
 BJ5044  HISTORY     - Date     Condition        Report By
 BJ5044  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5044
 BJ5044                          STATION DESCRIPTION
 BJ5044
 BJ5044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5044'THE SACRED HEART CATHOLIC CHURCH CROSS IS LOCATED ON THE BELL TOWER
 BJ5044'OF THE CHURCH AT THE INTERSECTION OF MAIN AND NORTH 22ND STREETS.
 BJ5044'
 BJ5044'IT IS A SILVER CROSS AT THE APEX OF THE BELL TOWER.
 BJ5044'
 BJ5044'POINT INTERSECTED WAS THE TOP OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4761 ***********************************************************************
 BJ4761  DESIGNATION -  BATON ROUGE SOU UNIV EAST TANK
 BJ4761  PID         -  BJ4761
 BJ4761  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4761  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4761
 BJ4761                         *CURRENT SURVEY CONTROL
 BJ4761  ___________________________________________________________________
 BJ4761* NAD 83(1992)-  30 31 28.15739(N)    091 11 09.42885(W)     ADJUSTED  
 BJ4761* NAVD 88     -                                                        
 BJ4761  ___________________________________________________________________
 BJ4761  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4761  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4761
 BJ4761  HORZ ORDER  -  THIRD
 BJ4761
 BJ4761.The horizontal coordinates were established by classical geodetic methods
 BJ4761.and adjusted by the National Geodetic Survey in January 1993..
 BJ4761
 BJ4761
 BJ4761.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4761
 BJ4761.The geoid height was determined by GEOID03.
 BJ4761
 BJ4761;                    North         East     Units Scale Factor Converg.
 BJ4761;SPC LA S     -   224,415.117 1,014,144.395   MT  0.99996737   +0 04 25.3
 BJ4761;SPC LA S     -   736,268.60  3,327,238.74   sFT  0.99996737   +0 04 25.3
 BJ4761;UTM  15      - 3,378,304.928   674,047.518   MT  0.99997371   +0 55 17.8
 BJ4761
 BJ4761                          SUPERSEDED SURVEY CONTROL
 BJ4761
 BJ4761  NAD 83(1986)-  30 31 28.17567(N)    091 11 09.42632(W) AD(       ) 4
 BJ4761  NAD 27      -  30 31 27.49766(N)    091 11 09.03390(W) AD(       ) 3
 BJ4761
 BJ4761.Superseded values are not recommended for survey control.
 BJ4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4761.See file dsdata.txt to determine how the superseded data were derived.
 BJ4761
 BJ4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7404878305(NAD 83)
 BJ4761_MARKER: 53 = ELEVATED TANK
 BJ4761
 BJ4761  HISTORY     - Date     Condition        Report By
 BJ4761  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4761
 BJ4761                          STATION DESCRIPTION
 BJ4761
 BJ4761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4761'SOUTHERN UNIVERSITY EAST WATER TANK IS LOCATED ON THE EAST SIDE OF
 BJ4761'THE UNIVERSITY CAMPUS, IN A U.S. GOVERNMENT HOUSING PROJECT, ABOUT
 BJ4761'0.05 MILE NORTHEAST OF THE SWAN AVENUE AND HOUSING PROJECT ROAD
 BJ4761'JUNCTION.
 BJ4761'
 BJ4761'A SMALL CYLINDRICAL SHAPED STEEL TANK WITH A CONICAL SHAPED ROOF,
 BJ4761'90 FEET IN HEIGHT, SILVER IN COLOR AND SUPPORTED BY 4 DOUBLE CHANNEL
 BJ4761'STEEL LEGS.
 BJ4761'
 BJ4761'POINT INTERSECTED WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4763 ***********************************************************************
 BJ4763  DESIGNATION -  BATON ROUGE SOU UNIV C TANK
 BJ4763  PID         -  BJ4763
 BJ4763  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4763  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4763
 BJ4763                         *CURRENT SURVEY CONTROL
 BJ4763  ___________________________________________________________________
 BJ4763* NAD 83(1992)-  30 31 34.10161(N)    091 11 27.20157(W)     ADJUSTED  
 BJ4763* NAVD 88     -                                                        
 BJ4763  ___________________________________________________________________
 BJ4763  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ4763  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4763
 BJ4763  HORZ ORDER  -  THIRD
 BJ4763
 BJ4763.The horizontal coordinates were established by classical geodetic methods
 BJ4763.and adjusted by the National Geodetic Survey in January 1993..
 BJ4763
 BJ4763
 BJ4763.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4763
 BJ4763.The geoid height was determined by GEOID03.
 BJ4763
 BJ4763;                    North         East     Units Scale Factor Converg.
 BJ4763;SPC LA S     -   224,597.563 1,013,670.368   MT  0.99996764   +0 04 16.4
 BJ4763;SPC LA S     -   736,867.17  3,325,683.53   sFT  0.99996764   +0 04 16.4
 BJ4763;UTM  15      - 3,378,480.340   673,570.841   MT  0.99997166   +0 55 08.9
 BJ4763
 BJ4763                          SUPERSEDED SURVEY CONTROL
 BJ4763
 BJ4763  NAD 83(1986)-  30 31 34.11983(N)    091 11 27.19912(W) AD(       ) 4
 BJ4763  NAD 27      -  30 31 33.44247(N)    091 11 26.80606(W) AD(       ) 3
 BJ4763
 BJ4763.Superseded values are not recommended for survey control.
 BJ4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4763.See file dsdata.txt to determine how the superseded data were derived.
 BJ4763
 BJ4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7357178480(NAD 83)
 BJ4763_MARKER: 53 = ELEVATED TANK
 BJ4763
 BJ4763  HISTORY     - Date     Condition        Report By
 BJ4763  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4763
 BJ4763                          STATION DESCRIPTION
 BJ4763
 BJ4763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4763'SOUTHERN UNIVERSITY CENTRAL WATER TANK IS LOCATED IN THE CENTRAL
 BJ4763'SECTION OF THE UNIVERSITY CAMPUS, WITHIN A SMALL FENCED AREA, BEHIND
 BJ4763'THE UNIVERSITY MAINTENANCE OFFICE BUILDING WHICH IS LOCATED IN THE
 BJ4763'NORTHEAST ANGLE OF THE STREET H AND FARM ROAD JUNCTION.
 BJ4763'
 BJ4763'A LARGE STEEL TANK, 90 FEET IN HEIGHT, SILVER IN COLOR, AN OVAL
 BJ4763'SHAPED ROOF AND SUPPORTED BY 4 TUBULAR TYPE STEEL LEGS.
 BJ4763'
 BJ4763'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4929 ***********************************************************************
 BJ4929  DESIGNATION -  BATON ROUGE SOUND ENT RAD MAST
 BJ4929  PID         -  BJ4929
 BJ4929  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4929  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4929
 BJ4929                         *CURRENT SURVEY CONTROL
 BJ4929  ___________________________________________________________________
 BJ4929* NAD 83(1992)-  30 23 04.88468(N)    091 03 26.66985(W)     ADJUSTED  
 BJ4929* NAVD 88     -                                                        
 BJ4929  ___________________________________________________________________
 BJ4929  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4929  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ4929
 BJ4929  HORZ ORDER  -  THIRD
 BJ4929
 BJ4929.The horizontal coordinates were established by classical geodetic methods
 BJ4929.and adjusted by the National Geodetic Survey in January 1993..
 BJ4929
 BJ4929
 BJ4929.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4929
 BJ4929.The geoid height was determined by GEOID03.
 BJ4929
 BJ4929;                    North         East     Units Scale Factor Converg.
 BJ4929;SPC LA S     -   208,940.588 1,026,518.297   MT  0.99994810   +0 08 16.7
 BJ4929;SPC LA S     -   685,499.25  3,367,835.45   sFT  0.99994810   +0 08 16.7
 BJ4929;UTM  15      - 3,363,014.208   686,649.227   MT  1.00002980   +0 58 58.3
 BJ4929
 BJ4929                          SUPERSEDED SURVEY CONTROL
 BJ4929
 BJ4929  NAD 83(1986)-  30 23 04.90249(N)    091 03 26.66816(W) AD(       ) 4
 BJ4929  NAD 27      -  30 23 04.21261(N)    091 03 26.29315(W) AD(       ) 3
 BJ4929
 BJ4929.Superseded values are not recommended for survey control.
 BJ4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4929.See file dsdata.txt to determine how the superseded data were derived.
 BJ4929
 BJ4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8664963014(NAD 83)
 BJ4929_MARKER: 42 = RADIO/TV MAST
 BJ4929
 BJ4929  HISTORY     - Date     Condition        Report By
 BJ4929  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4929
 BJ4929                          STATION DESCRIPTION
 BJ4929
 BJ4929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4929'THE SOUND ENTERPRISES RADIO STATION MAST IS LOCATED ABOUT 7 MILES
 BJ4929'SOUTHEAST OF THE BATON ROUGE BUSINESS SECTION, IN A BRUSH COVERED
 BJ4929'FIELD, 1 MILE WEST OF AIRLINE HIGHWAY, 0.45 MILE SOUTH OF THE
 BJ4929'JUNCTION OF HONORE LANE ROAD AND SLEIGEN LANE ROAD AND 225 FEET
 BJ4929'WEST OF HONORE LANE ROAD.
 BJ4929'
 BJ4929'A SLENDER, TRIANGULAR SHAPED STEEL MAST, 300 FEET IN HEIGHT,
 BJ4929'ORANGE-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT AT TOP.
 BJ4929'
 BJ4929'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5047 ***********************************************************************
 BJ5047  DESIGNATION -  BATON ROUGE SOUTH 17TH ST TANK
 BJ5047  PID         -  BJ5047
 BJ5047  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5047  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5047
 BJ5047                         *CURRENT SURVEY CONTROL
 BJ5047  ___________________________________________________________________
 BJ5047* NAD 83(1992)-  30 26 44.67300(N)    091 10 19.40731(W)     ADJUSTED  
 BJ5047* NAVD 88     -                                                        
 BJ5047  ___________________________________________________________________
 BJ5047  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5047  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5047
 BJ5047  HORZ ORDER  -  THIRD
 BJ5047
 BJ5047.The horizontal coordinates were established by classical geodetic methods
 BJ5047.and adjusted by the National Geodetic Survey in January 1993..
 BJ5047
 BJ5047
 BJ5047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5047
 BJ5047.The geoid height was determined by GEOID03.
 BJ5047
 BJ5047;                    North         East     Units Scale Factor Converg.
 BJ5047;SPC LA S     -   215,687.462 1,015,490.195   MT  0.99995579   +0 04 50.3
 BJ5047;SPC LA S     -   707,634.61  3,331,654.08   sFT  0.99995579   +0 04 50.3
 BJ5047;UTM  15      - 3,369,597.983   675,522.192   MT  0.99998008   +0 55 35.4
 BJ5047
 BJ5047                          SUPERSEDED SURVEY CONTROL
 BJ5047
 BJ5047  NAD 83(1986)-  30 26 44.69123(N)    091 10 19.40517(W) AD(       ) 4
 BJ5047  NAD 27      -  30 26 44.00630(N)    091 10 19.01815(W) AD(       ) 3
 BJ5047
 BJ5047.Superseded values are not recommended for survey control.
 BJ5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5047.See file dsdata.txt to determine how the superseded data were derived.
 BJ5047
 BJ5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7552269598(NAD 83)
 BJ5047_MARKER: 53 = ELEVATED TANK
 BJ5047
 BJ5047  HISTORY     - Date     Condition        Report By
 BJ5047  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5047
 BJ5047                          STATION DESCRIPTION
 BJ5047
 BJ5047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5047'THE SOUTH 17TH STREET MUNICIPAL WATER TANK IS LOCATED 75 YARDS WEST
 BJ5047'OF THE INTERSECTION OF SOUTH 17TH STREET AND LOUISIANA AVENUE.
 BJ5047'
 BJ5047'IT IS A TEN-LEGGED STEEL STRUCTURE, SUPPORTING AN OVAL SHAPED TANK,
 BJ5047'PAINTED GREEN IN COLOR WITH AN OVERALL HEIGHT OF 156 FEET.
 BJ5047'
 BJ5047'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5028 ***********************************************************************
 BJ5028  DESIGNATION -  BATON ROUGE ST JOSEPHS SPIRE
 BJ5028  PID         -  BJ5028
 BJ5028  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5028  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5028
 BJ5028                         *CURRENT SURVEY CONTROL
 BJ5028  ___________________________________________________________________
 BJ5028* NAD 83(1992)-  30 27 06.23998(N)    091 11 12.94990(W)     ADJUSTED  
 BJ5028* NAVD 88     -                                                        
 BJ5028  ___________________________________________________________________
 BJ5028  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5028  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5028
 BJ5028  HORZ ORDER  -  THIRD
 BJ5028
 BJ5028.The horizontal coordinates were established by classical geodetic methods
 BJ5028.and adjusted by the National Geodetic Survey in January 1993..
 BJ5028
 BJ5028
 BJ5028.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5028
 BJ5028.The geoid height was determined by GEOID03.
 BJ5028
 BJ5028;                    North         East     Units Scale Factor Converg.
 BJ5028;SPC LA S     -   216,349.658 1,014,060.833   MT  0.99995660   +0 04 23.5
 BJ5028;SPC LA S     -   709,807.17  3,326,964.58   sFT  0.99995660   +0 04 23.5
 BJ5028;UTM  15      - 3,370,239.019   674,083.179   MT  0.99997387   +0 55 08.8
 BJ5028
 BJ5028                          SUPERSEDED SURVEY CONTROL
 BJ5028
 BJ5028  NAD 83(1986)-  30 27 06.25828(N)    091 11 12.94772(W) AD(       ) 4
 BJ5028  NAD 27      -  30 27 05.57493(N)    091 11 12.55855(W) AD(       ) 3
 BJ5028
 BJ5028.Superseded values are not recommended for survey control.
 BJ5028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5028.See file dsdata.txt to determine how the superseded data were derived.
 BJ5028
 BJ5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7408370239(NAD 83)
 BJ5028_MARKER: 90 = CHURCH SPIRE
 BJ5028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5028+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BJ5028
 BJ5028  HISTORY     - Date     Condition        Report By
 BJ5028  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ5028  HISTORY     - 1955     GOOD             CGS
 BJ5028  HISTORY     - 1970     GOOD             NGS
 BJ5028  HISTORY     - 1971     GOOD             NGS
 BJ5028  HISTORY     - 20040306 GOOD             USPSQD
 BJ5028  HISTORY     - 20050318 GOOD             USPSQD
 BJ5028
 BJ5028                          STATION DESCRIPTION
 BJ5028
 BJ5028'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5028'THE STATION IS LOCATED IN BATON ROUGE, AT THE NE ANGLE OF
 BJ5028'THE INTERSECTION OF MAIN STREET AND FOURTH STREET.  IT IS
 BJ5028'A GREY MASONRY BUILDING WITH A GREEN SPIRE ON THE S SIDE OF
 BJ5028'THE BUILDING, WITH A CROSS ON ITS TOP.  IT IS ABOUT 125 FT.
 BJ5028'HIGH.
 BJ5028
 BJ5028                          STATION RECOVERY (1970)
 BJ5028
 BJ5028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5028'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BJ5028
 BJ5028                          STATION RECOVERY (1971)
 BJ5028
 BJ5028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BJ5028'STATION RECOVERED IN GOOD CONDITION.
 BJ5028
 BJ5028                          STATION RECOVERY (2004)
 BJ5028
 BJ5028'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BJ5028'RECOVERED IN GOOD CONDITION.
 BJ5028
 BJ5028                          STATION RECOVERY (2005)
 BJ5028
 BJ5028'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BJ5028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5034 ***********************************************************************
 BJ5034  DESIGNATION -  BATON ROUGE ST POLICE RAD TWR
 BJ5034  PID         -  BJ5034
 BJ5034  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5034  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5034
 BJ5034                         *CURRENT SURVEY CONTROL
 BJ5034  ___________________________________________________________________
 BJ5034* NAD 83(1992)-  30 26 50.34144(N)    091 08 15.74849(W)     ADJUSTED  
 BJ5034* NAVD 88     -                                                        
 BJ5034  ___________________________________________________________________
 BJ5034  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ5034  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5034
 BJ5034  HORZ ORDER  -  THIRD
 BJ5034
 BJ5034.The horizontal coordinates were established by classical geodetic methods
 BJ5034.and adjusted by the National Geodetic Survey in January 1993..
 BJ5034
 BJ5034
 BJ5034.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5034
 BJ5034.The geoid height was determined by GEOID03.
 BJ5034
 BJ5034;                    North         East     Units Scale Factor Converg.
 BJ5034;SPC LA S     -   215,867.148 1,018,789.107   MT  0.99995600   +0 05 52.1
 BJ5034;SPC LA S     -   708,224.13  3,342,477.26   sFT  0.99995600   +0 05 52.1
 BJ5034;UTM  15      - 3,369,826.366   678,818.195   MT  0.99999448   +0 56 38.3
 BJ5034
 BJ5034                          SUPERSEDED SURVEY CONTROL
 BJ5034
 BJ5034  NAD 83(1986)-  30 26 50.35956(N)    091 08 15.74635(W) AD(       ) 4
 BJ5034  NAD 27      -  30 26 49.67509(N)    091 08 15.36279(W) AD(       ) 3
 BJ5034
 BJ5034.Superseded values are not recommended for survey control.
 BJ5034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5034.See file dsdata.txt to determine how the superseded data were derived.
 BJ5034
 BJ5034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7881869826(NAD 83)
 BJ5034_MARKER: 43 = RADIO/TV TOWER
 BJ5034
 BJ5034  HISTORY     - Date     Condition        Report By
 BJ5034  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5034
 BJ5034                          STATION DESCRIPTION
 BJ5034
 BJ5034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5034'BATON ROUGE, STATE POLICE RADIO STATION KKC 233 TOWER IS LOCATED IN
 BJ5034'THE EASTERN SECTION OF TOWN, AT 265 SOUTH FOSTER DRIVE AND AT THE
 BJ5034'NORTHWEST CORNER OF THE STATE POLICE HEADQUARTERS BUILDING.
 BJ5034'
 BJ5034'A 4 STEEL CHANNEL LEGGED STRUCTURE, 250 FEET IN HEIGHT, PAINTED RED
 BJ5034'WHITE ALTERNATE SECTIONS, HAS A RED LIGHT AND SHORT ANTENNA MOUNTED
 BJ5034'AT TOP.
 BJ5034'
 BJ5034'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5026 ***********************************************************************
 BJ5026  DESIGNATION -  BATON ROUGE STANDPIPE
 BJ5026  PID         -  BJ5026
 BJ5026  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5026  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5026
 BJ5026                         *CURRENT SURVEY CONTROL
 BJ5026  ___________________________________________________________________
 BJ5026* NAD 83(1992)-  30 26 51.23824(N)    091 11 22.18818(W)     ADJUSTED  
 BJ5026* NAVD 88     -                                                        
 BJ5026  ___________________________________________________________________
 BJ5026  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5026  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5026
 BJ5026  HORZ ORDER  -  THIRD
 BJ5026
 BJ5026.The horizontal coordinates were established by classical geodetic methods
 BJ5026.and adjusted by the National Geodetic Survey in January 1993..
 BJ5026
 BJ5026
 BJ5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5026
 BJ5026.The geoid height was determined by GEOID03.
 BJ5026
 BJ5026;                    North         East     Units Scale Factor Converg.
 BJ5026;SPC LA S     -   215,887.396 1,013,814.950   MT  0.99995603   +0 04 18.9
 BJ5026;SPC LA S     -   708,290.57  3,326,157.88   sFT  0.99995603   +0 04 18.9
 BJ5026;UTM  15      - 3,369,773.169   673,844.144   MT  0.99997284   +0 55 03.7
 BJ5026
 BJ5026                          SUPERSEDED SURVEY CONTROL
 BJ5026
 BJ5026  NAD 83(1986)-  30 26 51.25658(N)    091 11 22.18604(W) AD(       ) 4
 BJ5026  NAD 27      -  30 26 50.57268(N)    091 11 21.79684(W) AD(       ) 3
 BJ5026
 BJ5026.Superseded values are not recommended for survey control.
 BJ5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5026.See file dsdata.txt to determine how the superseded data were derived.
 BJ5026
 BJ5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7384469773(NAD 83)
 BJ5026_MARKER: 52 = STANDPIPE TANK
 BJ5026
 BJ5026  HISTORY     - Date     Condition        Report By
 BJ5026  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ5026  HISTORY     - 1955     GOOD             CGS
 BJ5026  HISTORY     - 1970     GOOD             NGS
 BJ5026  HISTORY     - 1971     GOOD             NGS
 BJ5026  HISTORY     - 20050409 GOOD             USPSQD
 BJ5026
 BJ5026                          STATION DESCRIPTION
 BJ5026
 BJ5026'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5026'THE STATION IS LOCATED IN DOWNTOWN BATON ROUGE, ONE BLOCK
 BJ5026'NE OF THE ILLINOIS CENTRAL RAILROAD STATION, AT THE INTERSECTION
 BJ5026'OF NORTH BOULEVARD AND LAFAYETTE STREET, AND AT 131 LAFAYETTE
 BJ5026'STREET.  IT IS A CYLINDRICAL STRUCTURE 110 FT. HIGH WITH
 BJ5026'A RADIO ANTENNA ON THE TOP.  IT IS 110 FT. HIGH.
 BJ5026
 BJ5026                          STATION RECOVERY (1970)
 BJ5026
 BJ5026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5026'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BJ5026
 BJ5026                          STATION RECOVERY (1971)
 BJ5026
 BJ5026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BJ5026'STATION RECOVERED IN GOOD CONDITION.
 BJ5026
 BJ5026                          STATION RECOVERY (2005)
 BJ5026
 BJ5026'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ5026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5020 ***********************************************************************
 BJ5020  DESIGNATION -  BATON ROUGE STATE CAPITOL CUP
 BJ5020  PID         -  BJ5020
 BJ5020  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5020  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5020
 BJ5020                         *CURRENT SURVEY CONTROL
 BJ5020  ___________________________________________________________________
 BJ5020* NAD 83(1992)-  30 27 25.42159(N)    091 11 14.52319(W)     ADJUSTED  
 BJ5020* NAVD 88     -                                                        
 BJ5020  ___________________________________________________________________
 BJ5020  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ5020  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5020
 BJ5020  HORZ ORDER  -  THIRD
 BJ5020
 BJ5020.The horizontal coordinates were established by classical geodetic methods
 BJ5020.and adjusted by the National Geodetic Survey in January 1993..
 BJ5020
 BJ5020
 BJ5020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5020
 BJ5020.The geoid height was determined by GEOID03.
 BJ5020
 BJ5020;                    North         East     Units Scale Factor Converg.
 BJ5020;SPC LA S     -   216,940.266 1,014,018.107   MT  0.99995733   +0 04 22.7
 BJ5020;SPC LA S     -   711,744.86  3,326,824.41   sFT  0.99995733   +0 04 22.7
 BJ5020;UTM  15      - 3,370,828.942   674,031.738   MT  0.99997365   +0 55 08.5
 BJ5020
 BJ5020                          SUPERSEDED SURVEY CONTROL
 BJ5020
 BJ5020  NAD 83(1986)-  30 27 25.43571(N)    091 11 14.51136(W) AD(       ) 4
 BJ5020  NAD 27      -  30 27 24.71948(N)    091 11 14.19827(W) AD(       ) 3
 BJ5020
 BJ5020.Superseded values are not recommended for survey control.
 BJ5020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5020.See file dsdata.txt to determine how the superseded data were derived.
 BJ5020
 BJ5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7403270829(NAD 83)
 BJ5020_MARKER: 86 = CUPOLA
 BJ5020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5020+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 BJ5020
 BJ5020  HISTORY     - Date     Condition        Report By
 BJ5020  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5020  HISTORY     - 1950     GOOD             CGS
 BJ5020  HISTORY     - 1955     GOOD             CGS
 BJ5020  HISTORY     - 1971     GOOD             NGS
 BJ5020  HISTORY     - 1971     GOOD             NGS
 BJ5020  HISTORY     - 20021104 GOOD             USPSQD
 BJ5020  HISTORY     - 20040306 GOOD             USPSQD
 BJ5020  HISTORY     - 20050318 GOOD             USPSQD
 BJ5020  HISTORY     - 20060722 GOOD             NGS
 BJ5020
 BJ5020                          STATION DESCRIPTION
 BJ5020
 BJ5020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5020'THE STATION IS THE CUPOLA ON THE TOWER OF THE LOUISIANA
 BJ5020'STATE CAPITOL IN THE CITY OF BATON ROUGE.  THE BUILDING,
 BJ5020'WHICH WAS CONSTRUCTED IN 1932 OF LIMESTONE AND MARBLE, IS
 BJ5020'LOCATED AT THE NE CORNER OF THIRD STREET AND STATE AVENUE.
 BJ5020'THE MAIN BUILDING IS ABOUT 100 FEET HIGH AND FROM ITS CENTER
 BJ5020'A TOWER RISES ABOUT 270 FEET HIGH.  ATOP THE TOWER IS A CUPOLA
 BJ5020'ABOUT 60 FEET HIGH WHICH SLOPES UPWARD SLIGHTLY AND AT
 BJ5020'ITS TOP IS A SMALLER CUPOLA ABOUT 25 FEET HIGH WHICH IS
 BJ5020'LIGHTED AT NIGHT.  THE TOTAL HEIGHT OF THE STATION IS ABOUT
 BJ5020'455 FEET.
 BJ5020
 BJ5020                          STATION RECOVERY (1950)
 BJ5020
 BJ5020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WTJ)
 BJ5020'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BJ5020
 BJ5020                          STATION RECOVERY (1955)
 BJ5020
 BJ5020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5020'THE DESCRIPTION BY C.A.S. IN 1935 IS ADEQUATE.  THIS IS AN
 BJ5020'INTERSECTION STATION.
 BJ5020
 BJ5020                          STATION RECOVERY (1971)
 BJ5020
 BJ5020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BJ5020'STATION RECOVERED IN GOOD CONDITION.
 BJ5020
 BJ5020                          STATION RECOVERY (1971)
 BJ5020
 BJ5020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BJ5020'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION BY C.A.S.
 BJ5020'IN 1935 IS ADEQUATE FOR RECOVERY.
 BJ5020
 BJ5020                          STATION RECOVERY (2002)
 BJ5020
 BJ5020'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BJ5020'RECOVERED IN GOOD CONDITION.
 BJ5020
 BJ5020                          STATION RECOVERY (2004)
 BJ5020
 BJ5020'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BJ5020'RECOVERED IN GOOD CONDITION.
 BJ5020
 BJ5020                          STATION RECOVERY (2005)
 BJ5020
 BJ5020'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BJ5020'RECOVERED IN GOOD CONDITION.
 BJ5020
 BJ5020                          STATION RECOVERY (2006)
 BJ5020
 BJ5020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ5020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4937 ***********************************************************************
 BJ4937  DESIGNATION -  BATON ROUGE TGP CORP MICROWAVE
 BJ4937  PID         -  BJ4937
 BJ4937  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4937  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4937
 BJ4937                         *CURRENT SURVEY CONTROL
 BJ4937  ___________________________________________________________________
 BJ4937* NAD 83(1992)-  30 27 46.28382(N)    091 06 51.32061(W)     ADJUSTED  
 BJ4937* NAVD 88     -                                                        
 BJ4937  ___________________________________________________________________
 BJ4937  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ4937  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4937
 BJ4937  HORZ ORDER  -  THIRD
 BJ4937
 BJ4937.The horizontal coordinates were established by classical geodetic methods
 BJ4937.and adjusted by the National Geodetic Survey in January 1993..
 BJ4937
 BJ4937
 BJ4937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4937
 BJ4937.The geoid height was determined by GEOID03.
 BJ4937
 BJ4937;                    North         East     Units Scale Factor Converg.
 BJ4937;SPC LA S     -   217,593.864 1,021,038.309   MT  0.99995814   +0 06 34.3
 BJ4937;SPC LA S     -   713,889.20  3,349,856.52   sFT  0.99995814   +0 06 34.3
 BJ4937;UTM  15      - 3,371,586.194   681,041.737   MT  1.00000436   +0 57 22.7
 BJ4937
 BJ4937                          SUPERSEDED SURVEY CONTROL
 BJ4937
 BJ4937  NAD 83(1986)-  30 27 46.30187(N)    091 06 51.31840(W) AD(       ) 4
 BJ4937  NAD 27      -  30 27 45.61708(N)    091 06 50.93660(W) AD(       ) 3
 BJ4937
 BJ4937.Superseded values are not recommended for survey control.
 BJ4937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4937.See file dsdata.txt to determine how the superseded data were derived.
 BJ4937
 BJ4937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8104271586(NAD 83)
 BJ4937_MARKER: 45 = MICROWAVE TOWER
 BJ4937
 BJ4937  HISTORY     - Date     Condition        Report By
 BJ4937  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4937
 BJ4937                          STATION DESCRIPTION
 BJ4937
 BJ4937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4937'THE TRANSCONTINENTAL GAS PIPELINE CORP. MICROWAVE KKF 271 IS LOCATED
 BJ4937'IN THE EASTERN PART OF BATON ROUGE JUST NORTH OF THE OFFICE BUILDING
 BJ4937'AT 7323 TOM STREET.
 BJ4937'
 BJ4937'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 BJ4937'WHITE, ONE DISH ANTENNA AT THE TOP AND HAS AN OVERALL HEIGHT OF 250
 BJ4937'FEET.
 BJ4937'
 BJ4937'POINT INTERSECTED WAS THE TOP-CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5051 ***********************************************************************
 BJ5051  DESIGNATION -  BATON ROUGE TV STA WAFB MAST
 BJ5051  PID         -  BJ5051
 BJ5051  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5051  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5051
 BJ5051                         *CURRENT SURVEY CONTROL
 BJ5051  ___________________________________________________________________
 BJ5051* NAD 83(1992)-  30 26 35.61839(N)    091 10 55.10674(W)     ADJUSTED  
 BJ5051* NAVD 88     -                                                        
 BJ5051  ___________________________________________________________________
 BJ5051  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ5051  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5051
 BJ5051  HORZ ORDER  -  THIRD
 BJ5051
 BJ5051.The horizontal coordinates were established by classical geodetic methods
 BJ5051.and adjusted by the National Geodetic Survey in January 1993..
 BJ5051
 BJ5051
 BJ5051.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5051
 BJ5051.The geoid height was determined by GEOID03.
 BJ5051
 BJ5051;                    North         East     Units Scale Factor Converg.
 BJ5051;SPC LA S     -   215,407.344 1,014,538.104   MT  0.99995545   +0 04 32.5
 BJ5051;SPC LA S     -   706,715.59  3,328,530.43   sFT  0.99995545   +0 04 32.5
 BJ5051;UTM  15      - 3,369,303.835   674,574.318   MT  0.99997598   +0 55 17.0
 BJ5051
 BJ5051                          SUPERSEDED SURVEY CONTROL
 BJ5051
 BJ5051  NAD 83(1986)-  30 26 35.63682(N)    091 10 55.10452(W) AD(       ) 4
 BJ5051  NAD 27      -  30 26 34.95146(N)    091 10 54.71680(W) AD(       ) 3
 BJ5051
 BJ5051.Superseded values are not recommended for survey control.
 BJ5051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5051.See file dsdata.txt to determine how the superseded data were derived.
 BJ5051
 BJ5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7457469304(NAD 83)
 BJ5051_MARKER: 42 = RADIO/TV MAST
 BJ5051
 BJ5051  HISTORY     - Date     Condition        Report By
 BJ5051  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5051
 BJ5051                          STATION DESCRIPTION
 BJ5051
 BJ5051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5051'THE WAFB TELEVISION STATION MAST IS LOCATED IN THE SOUTHWEST ANGLE
 BJ5051'OF THE INTERSECTION OF GOVERNMENT AND MAXIMILLAN STREETS AT THE MAIN
 BJ5051'STUDIO OF THE TELEVISION COMPANY.
 BJ5051'
 BJ5051'IT IS A THREE-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 BJ5051'WHITE, HAS A LARGE FINIAL AT THE TOP AND IS 450 FEET HIGH.
 BJ5051'
 BJ5051'POINTED INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF THE
 BJ5051'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5053 ***********************************************************************
 BJ5053  DESIGNATION -  BATON ROUGE TV STA WBRZ MAST
 BJ5053  PID         -  BJ5053
 BJ5053  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5053  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5053
 BJ5053                         *CURRENT SURVEY CONTROL
 BJ5053  ___________________________________________________________________
 BJ5053* NAD 83(1992)-  30 25 56.63369(N)    091 11 06.67811(W)     ADJUSTED  
 BJ5053* NAVD 88     -                                                        
 BJ5053  ___________________________________________________________________
 BJ5053  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ5053  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5053
 BJ5053  HORZ ORDER  -  THIRD
 BJ5053
 BJ5053.The horizontal coordinates were established by classical geodetic methods
 BJ5053.and adjusted by the National Geodetic Survey in January 1993..
 BJ5053
 BJ5053
 BJ5053.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5053
 BJ5053.The geoid height was determined by GEOID03.
 BJ5053
 BJ5053;                    North         East     Units Scale Factor Converg.
 BJ5053;SPC LA S     -   214,206.485 1,014,230.925   MT  0.99995401   +0 04 26.7
 BJ5053;SPC LA S     -   702,775.78  3,327,522.63   sFT  0.99995401   +0 04 26.7
 BJ5053;UTM  15      - 3,368,098.549   674,284.888   MT  0.99997474   +0 55 10.1
 BJ5053
 BJ5053                          SUPERSEDED SURVEY CONTROL
 BJ5053
 BJ5053  NAD 83(1986)-  30 25 56.65206(N)    091 11 06.67608(W) AD(       ) 4
 BJ5053  NAD 27      -  30 25 55.96610(N)    091 11 06.28825(W) AD(       ) 3
 BJ5053
 BJ5053.Superseded values are not recommended for survey control.
 BJ5053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5053.See file dsdata.txt to determine how the superseded data were derived.
 BJ5053
 BJ5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7428568099(NAD 83)
 BJ5053_MARKER: 42 = RADIO/TV MAST
 BJ5053
 BJ5053  HISTORY     - Date     Condition        Report By
 BJ5053  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5053
 BJ5053                          STATION DESCRIPTION
 BJ5053
 BJ5053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5053'TELEVISION STATION WBRZ MAST IS LOCATED AT THE MAIN STUDIOS OF
 BJ5053'WBRZ TELEVISION COMPANY AT THE INTERSECTION OF HOWARD STREET AND
 BJ5053'HIGHLAND ROAD.
 BJ5053'
 BJ5053'IT IS A THREE-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 BJ5053'WHITE, WITH A LARGE FINIAL AT THE TOP AND HAS AN OVERALL HEIGHT OF
 BJ5053'952 FEET.
 BJ5053'
 BJ5053'POINT INTERSECTED WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4766 ***********************************************************************
 BJ4766  DESIGNATION -  BATON ROUGE U S RUBBER CO TANK
 BJ4766  PID         -  BJ4766
 BJ4766  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4766  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4766
 BJ4766                         *CURRENT SURVEY CONTROL
 BJ4766  ___________________________________________________________________
 BJ4766* NAD 83(1992)-  30 33 22.96909(N)    091 12 16.91256(W)     ADJUSTED  
 BJ4766* NAVD 88     -                                                        
 BJ4766  ___________________________________________________________________
 BJ4766  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ4766  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4766
 BJ4766  HORZ ORDER  -  THIRD
 BJ4766
 BJ4766.The horizontal coordinates were established by classical geodetic methods
 BJ4766.and adjusted by the National Geodetic Survey in January 1993..
 BJ4766
 BJ4766
 BJ4766.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4766
 BJ4766.The geoid height was determined by GEOID03.
 BJ4766
 BJ4766;                    North         East     Units Scale Factor Converg.
 BJ4766;SPC LA S     -   227,948.455 1,012,341.392   MT  0.99997260   +0 03 51.5
 BJ4766;SPC LA S     -   747,860.89  3,321,323.38   sFT  0.99997260   +0 03 51.5
 BJ4766;UTM  15      - 3,381,811.186   672,192.404   MT  0.99996578   +0 54 46.6
 BJ4766
 BJ4766                          SUPERSEDED SURVEY CONTROL
 BJ4766
 BJ4766  NAD 83(1986)-  30 33 22.98745(N)    091 12 16.90994(W) AD(       ) 4
 BJ4766  NAD 27      -  30 33 22.30985(N)    091 12 16.51700(W) AD(       ) 3
 BJ4766
 BJ4766.Superseded values are not recommended for survey control.
 BJ4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4766.See file dsdata.txt to determine how the superseded data were derived.
 BJ4766
 BJ4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7219281811(NAD 83)
 BJ4766_MARKER: 53 = ELEVATED TANK
 BJ4766
 BJ4766  HISTORY     - Date     Condition        Report By
 BJ4766  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4766  HISTORY     - 1973     GOOD             NGS
 BJ4766
 BJ4766                          STATION DESCRIPTION
 BJ4766
 BJ4766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4766'BATON ROUGE, U.S. RUBBER COMPANY WATER TANK IS LOCATED ON THE WEST
 BJ4766'SIDE OF THE COMPANY GROUNDS WHICH IS ABOUT 4 MILES NORTH-NORTHWEST
 BJ4766'OF THE CENTER SECTION OF BATON ROUGE AND ABOUT 0.1 MILE WEST OF U.S.
 BJ4766'HIGHWAY 61.
 BJ4766'
 BJ4766'A STEEL TANK, 130 FEET IN HEIGHT, SILVER IN COLOR, AN OVAL SHAPED
 BJ4766'ROOF, UNIROYAL PRINTED ON THE SIDE OF THE TANK AND SUPPORTED BY 4
 BJ4766'TUBULAR TYPE STEEL LEGS.
 BJ4766'
 BJ4766'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
 BJ4766
 BJ4766                          STATION RECOVERY (1973)
 BJ4766
 BJ4766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 BJ4766'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4926 ***********************************************************************
 BJ4926  DESIGNATION -  BATON ROUGE WICKLAND TERR TANK
 BJ4926  PID         -  BJ4926
 BJ4926  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4926  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4926
 BJ4926                         *CURRENT SURVEY CONTROL
 BJ4926  ___________________________________________________________________
 BJ4926* NAD 83(1992)-  30 26 33.97250(N)    091 02 21.96638(W)     ADJUSTED  
 BJ4926* NAVD 88     -                                                        
 BJ4926  ___________________________________________________________________
 BJ4926  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4926  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4926
 BJ4926  HORZ ORDER  -  THIRD
 BJ4926
 BJ4926.The horizontal coordinates were established by classical geodetic methods
 BJ4926.and adjusted by the National Geodetic Survey in January 1993..
 BJ4926
 BJ4926
 BJ4926.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4926
 BJ4926.The geoid height was determined by GEOID03.
 BJ4926
 BJ4926;                    North         East     Units Scale Factor Converg.
 BJ4926;SPC LA S     -   215,383.261 1,028,229.128   MT  0.99995538   +0 08 49.0
 BJ4926;SPC LA S     -   706,636.58  3,373,448.40   sFT  0.99995538   +0 08 49.0
 BJ4926;UTM  15      - 3,369,481.963   688,264.900   MT  1.00003727   +0 59 37.2
 BJ4926
 BJ4926                          SUPERSEDED SURVEY CONTROL
 BJ4926
 BJ4926  NAD 83(1986)-  30 26 33.99023(N)    091 02 21.96425(W) AD(       ) 4
 BJ4926  NAD 27      -  30 26 33.30353(N)    091 02 21.59169(W) AD(       ) 3
 BJ4926
 BJ4926.Superseded values are not recommended for survey control.
 BJ4926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4926.See file dsdata.txt to determine how the superseded data were derived.
 BJ4926
 BJ4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8826569482(NAD 83)
 BJ4926_MARKER: 53 = ELEVATED TANK
 BJ4926
 BJ4926  HISTORY     - Date     Condition        Report By
 BJ4926  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4926
 BJ4926                          STATION DESCRIPTION
 BJ4926
 BJ4926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4926'THE WICKLAND TERRACE WATER TANK IS LOCATED ABOUT 8 MILES EAST
 BJ4926'SOUTHEAST OF THE BATON ROUGE BUSINESS SECTION, 120 FEET NORTH OF OLD
 BJ4926'HAMMOND ROAD (HIGHWAY 426), 140 FEET NORTHEAST OF THE NORTHEAST
 BJ4926'CORNER OF THE WICKLAND TERRACE GROUNDS AND 0.2 MILE WEST OF THE
 BJ4926'FAIRWOOD COUNTRY CLUB, PRIVATE ENTRANCE.
 BJ4926'
 BJ4926'A SMALL CYLINDRICAL SHAPED STEEL TANK WITH A CONICAL SHAPED ROOF, 110
 BJ4926'FEET IN HEIGHT, GREEN IN COLOR, SUPPORTED BY 4 STEEL CHANNEL LEGS.
 BJ4926'
 BJ4926'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1377 ***********************************************************************
 AT1377  DESIGNATION -  BATTERY BIENVENUE
 AT1377  PID         -  AT1377
 AT1377  STATE/COUNTY-  LA/ST BERNARD
 AT1377  USGS QUAD   -  CHALMETTE (1994)
 AT1377
 AT1377                         *CURRENT SURVEY CONTROL
 AT1377  ___________________________________________________________________
 AT1377* NAD 83(1992)-  29 59 05.25112(N)    089 52 52.97260(W)     ADJUSTED  
 AT1377* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT1377  **This station is located in a subsidence area (see below).
 AT1377  ___________________________________________________________________
 AT1377  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1377  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AT1377
 AT1377  HORZ ORDER  -  THIRD
 AT1377
 AT1377.The horizontal coordinates were established by classical geodetic methods
 AT1377.and adjusted by the National Geodetic Survey in May 1994..
 AT1377
 AT1377 ** The orthometric height has not been validated since last determined
 AT1377 ** by differential leveling and should not be used for control purposes.
 AT1377 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1377 ** area with valid NAVD 88 orthometric heights.
 AT1377 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1377 ** epoch indicated which incorporates improved geoid heights for the
 AT1377 ** Southern Louisiana Subsidence area.
 AT1377 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1377.The orthometric height was scaled from a topographic map.
 AT1377
 AT1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1377
 AT1377.The geoid height was determined by GEOID03.
 AT1377
 AT1377;                    North         East     Units Scale Factor Converg.
 AT1377;SPC LA S     -   165,468.313 1,140,100.661   MT  0.99992578   +0 43 33.6
 AT1377;SPC LA S     -   542,873.96  3,740,480.25   sFT  0.99992578   +0 43 33.6
 AT1377;UTM  16      - 3,320,595.614   221,996.012   MT  1.00055365   -1 26 27.4
 AT1377
 AT1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1377!SPC LA S     -   1.00000380  x   0.99992578  =   0.99992958
 AT1377!UTM  16      -   1.00000380  x   1.00055365  =   1.00055745
 AT1377
 AT1377:                Primary Azimuth Mark                     Grid Az
 AT1377:SPC LA S     -  FORT WOOD                                038 54 48.6
 AT1377:UTM  16      -  FORT WOOD                                041 04 49.6
 AT1377
 AT1377|---------------------------------------------------------------------|
 AT1377| PID    Reference Object                     Distance      Geod. Az  |
 AT1377|                                                           dddmmss.s |
 AT1377| BH2812 FORT WOOD                           APPROX.11.6 KM 0393822.2 |
 AT1377|---------------------------------------------------------------------|
 AT1377
 AT1377                          SUPERSEDED SURVEY CONTROL
 AT1377
 AT1377  NAD 83(1992)-  29 59 05.25657(N)    089 52 52.95853(W) AD(       ) 3
 AT1377  NAD 83(1986)-  29 59 05.25655(N)    089 52 52.95871(W) AD(       ) 3
 AT1377  NAD 27      -  29 59 04.68700(N)    089 52 51.35000(W) AD(       ) 3
 AT1377
 AT1377.Superseded values are not recommended for survey control.
 AT1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1377.See file dsdata.txt to determine how the superseded data were derived.
 AT1377
 AT1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2199620596(NAD 83)
 AT1377_MARKER: 85 = CHIMNEY
 AT1377
 AT1377  HISTORY     - Date     Condition        Report By
 AT1377  HISTORY     - 1852     FIRST OBSERVED   CGS
 AT1377  HISTORY     - 1873     MARK NOT FOUND   CGS
 AT1377
 AT1377                          STATION DESCRIPTION
 AT1377
 AT1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1873
 AT1377'THE POINT OF OBSERVATION WAS THE SW CHIMNEY OF THE BATTERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1376 ***********************************************************************
 AT1376  DESIGNATION -  BATTERY BIENVENUE 2
 AT1376  PID         -  AT1376
 AT1376  STATE/COUNTY-  LA/ST BERNARD
 AT1376  USGS QUAD   -  CHALMETTE (1994)
 AT1376
 AT1376                         *CURRENT SURVEY CONTROL
 AT1376  ___________________________________________________________________
 AT1376* NAD 83(1992)-  29 59 07.29852(N)    089 52 51.71443(W)     ADJUSTED  
 AT1376* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1376  **This station is located in a subsidence area (see below).
 AT1376  ___________________________________________________________________
 AT1376  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1376  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AT1376
 AT1376  HORZ ORDER  -  SECOND
 AT1376
 AT1376.The horizontal coordinates were established by classical geodetic methods
 AT1376.and adjusted by the National Geodetic Survey in January 1993..
 AT1376
 AT1376 ** The orthometric height has not been validated since last determined
 AT1376 ** by differential leveling and should not be used for control purposes.
 AT1376 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1376 ** area with valid NAVD 88 orthometric heights.
 AT1376 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1376 ** epoch indicated which incorporates improved geoid heights for the
 AT1376 ** Southern Louisiana Subsidence area.
 AT1376 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1376.The orthometric height was scaled from a topographic map.
 AT1376
 AT1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1376
 AT1376.The geoid height was determined by GEOID03.
 AT1376
 AT1376;                    North         East     Units Scale Factor Converg.
 AT1376;SPC LA S     -   165,531.774 1,140,133.583   MT  0.99992578   +0 43 34.2
 AT1376;SPC LA S     -   543,082.16  3,740,588.26   sFT  0.99992578   +0 43 34.2
 AT1376;UTM  16      - 3,320,657.824   222,031.332   MT  1.00055341   -1 26 26.9
 AT1376
 AT1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1376!SPC LA S     -   1.00000411  x   0.99992578  =   0.99992989
 AT1376!UTM  16      -   1.00000411  x   1.00055341  =   1.00055753
 AT1376
 AT1376:                Primary Azimuth Mark                     Grid Az
 AT1376:SPC LA S     -  BAYOU DUPRE LIGHT                        124 26 21.5
 AT1376:UTM  16      -  BAYOU DUPRE LIGHT                        126 36 22.6
 AT1376
 AT1376|---------------------------------------------------------------------|
 AT1376| PID    Reference Object                     Distance      Geod. Az  |
 AT1376|                                                           dddmmss.s |
 AT1376| AT1333 BAYOU DUPRE LIGHT                   APPROX. 6.5 KM 1250955.7 |
 AT1376| AT1330 DUPRE                               APPROX. 7.6 KM 1343302.0 |
 AT1376| DD6304 BATTERY BIENVENUE 2 RM 1             38.894 METERS 15434     |
 AT1376| DD6305 BATTERY BIENVENUE 2 RM 2             27.818 METERS 33434     |
 AT1376|---------------------------------------------------------------------|
 AT1376
 AT1376                          SUPERSEDED SURVEY CONTROL
 AT1376
 AT1376  NAD 83(1986)-  29 59 07.31119(N)    089 52 51.71463(W) AD(       ) 2
 AT1376  NAD 27      -  29 59 06.58508(N)    089 52 51.48343(W) AD(       ) 2
 AT1376
 AT1376.Superseded values are not recommended for survey control.
 AT1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1376.See file dsdata.txt to determine how the superseded data were derived.
 AT1376
 AT1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2203120658(NAD 83)
 AT1376_MARKER: DD = SURVEY DISK
 AT1376_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1376_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1376
 AT1376  HISTORY     - Date     Condition        Report By
 AT1376  HISTORY     - 1934     MONUMENTED       CGS
 AT1376  HISTORY     - 1965     GOOD             CGS
 AT1376
 AT1376                          STATION DESCRIPTION
 AT1376
 AT1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1376'NEAR THE WESTERN END OF LAKE BORGNE AND ON THE RAMPART OF BATTERY
 AT1376'BIENVENUE ON BAYOU
 AT1376'BIENVENUE.  THE RAMPART HAS A LONG FRONT WITH
 AT1376'A WING AT EACH END AT ABOUT 30 DEG TO
 AT1376'FACE.  THERE ARE 13 GUN MOUNTINGS
 AT1376'AND THE STATION IS BETWEEN THE 7TH AND 8TH MOUNTINGS
 AT1376'FROM
 AT1376'THE EASTERN END, 70.7 METERS (232 FEET) FROM THE EASTERN END OF
 AT1376'THE RAMPART, 59.2
 AT1376'METERS (194 FEET) FROM THE WESTERN END, 6.78
 AT1376'METERS (222 FEET) FROM THE 7TH
 AT1376'MOUNTING, 7.235 METERS (23.74 FEET)
 AT1376'FROM THE 8TH MOUNTING, 7.95 METERS (26.1 FEET)
 AT1376'FROM THE FACE OF
 AT1376'THE RAMPART, AND 3.83 METERS (12.6 FEET) FROM THE LOW BACK WALL.
 AT1376'SURFACE MARK
 AT1376'IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP
 AT1376'OF A TILE.
 AT1376'UNDERGROUND MARK IS A STANDARD
 AT1376'BRONZE DISK SET IN CONCRETE.
 AT1376'REFERENCE MARK NO. 1 IS A STANDARD BRONZE
 AT1376'REFERENCE DISK SET IN CONCRETE AT
 AT1376'THE TOP OF A
 AT1376'TILE, IS NEAR THE BEND IN
 AT1376'THE FACE OF THE RAMPART, 5.3
 AT1376'METERS (17 FEET) FROM THE 5TH MOUNTING, 8.82
 AT1376'METERS (28.9 FEET) FROM THE 6TH MOUNTING, 7.77
 AT1376'METERS
 AT1376'(25.5 FEET) FROM THE FACE OF THE RAMPART, 3.95 METERS (13.0 FEET)
 AT1376'FROM THE LOW
 AT1376'BACK WALL, AND 38.894 METERS (127.60 FEET) FROM THE
 AT1376'STATION S 25 DEG 26 MIN E.
 AT1376'REFERENCE MARK NO. 2 IS A STANDARD
 AT1376'BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP
 AT1376'OF A TILE,
 AT1376'IS NEAR THE BEND IN THE FACE OF THE RAMPART,
 AT1376'9.75 METERS (32.0
 AT1376'FEET) FROM THE 9TH MOUNTING, 4.895 METERS (16.06
 AT1376'FEET) FROM THE 10TH MOUNTING,
 AT1376'8.18 METERS (26.8 FEET) FROM THE
 AT1376'FACE OF THE RAMPART, 3.76 METERS (12.3 FEET)
 AT1376'FROM THE LOW BACK
 AT1376'WALL, AND 27.818 METERS (91.27 FEET) FROM THE STATION N 25 DEG 26
 AT1376'MIN W.  THE STATION MARK IS JUST BELOW THE SURFACE OF THE
 AT1376'GROUND.  THE DISTANCE
 AT1376'BETWEEN THE REFERENCE MARKS IS 66.712 METERS
 AT1376'(218.87 FEET).  THE CHIMNEY APPARENTLY
 AT1376'AT THE UPSTREAM END OF THE
 AT1376'AMERICAN SUGAR REFINERY ON THE MISSISSIPPI RIVER IS
 AT1376'S 70 DEG 02 MIN W.  REFERENCE MARKS ARE FLUSH
 AT1376'WITH THE GROUND.
 AT1376
 AT1376                          STATION RECOVERY (1965)
 AT1376
 AT1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1376'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 AT1376'MARKS WERE NOT
 AT1376'SEARCHED FOR.  THE EASTERN END OF THE RAMPART MENTIONED
 AT1376'IN THE 1934 DESCRIPTION IS THE
 AT1376'NORTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1940 ***********************************************************************
 BJ1940  DESIGNATION -  BATTURE BOLT
 BJ1940  PID         -  BJ1940
 BJ1940  STATE/COUNTY-  LA/IBERVILLE
 BJ1940  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1940
 BJ1940                         *CURRENT SURVEY CONTROL
 BJ1940  ___________________________________________________________________
 BJ1940* NAD 83(1986)-  30 17 03.     (N)    091 12 01.     (W)     SCALED    
 BJ1940* NAVD 88     -         7.31   (+/-2cm)      24.0    (feet)  VERTCON   
 BJ1940  ___________________________________________________________________
 BJ1940  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1940
 BJ1940  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1940
 BJ1940.The horizontal coordinates were scaled from a topographic map and have
 BJ1940.an estimated accuracy of +/- 6 seconds.
 BJ1940
 BJ1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1940.The vertical order pertains to the NGVD 29 superseded value.
 BJ1940
 BJ1940.The geoid height was determined by GEOID03.
 BJ1940
 BJ1940;                    North         East    Units  Estimated Accuracy
 BJ1940;SPC LA S     -   197,770.    1,012,800.      MT  (+/- 180 meters Scaled)
 BJ1940
 BJ1940                          SUPERSEDED SURVEY CONTROL
 BJ1940
 BJ1940  NGVD 29 (??/??/??)    7.347  (m)           24.10   (f) ADJUSTED    1 2
 BJ1940
 BJ1940.Superseded values are not recommended for survey control.
 BJ1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1940.See file dsdata.txt to determine how the superseded data were derived.
 BJ1940
 BJ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP730516(NAD 83)
 BJ1940_MARKER: B = BOLT
 BJ1940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1940_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1940_STAMPING: 1909
 BJ1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1940
 BJ1940  HISTORY     - Date     Condition        Report By
 BJ1940  HISTORY     - UNK      MONUMENTED       DOD
 BJ1940  HISTORY     - 1964     GOOD             CGS
 BJ1940
 BJ1940                          STATION DESCRIPTION
 BJ1940
 BJ1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1940'6.4 MI NW FROM SAINT GABRIEL.
 BJ1940'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1940'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 2.7 MILES NORTHWEST ALONG
 BJ1940'STATE HIGHWAY 75, ABOUT 0.2 MILE EAST OF A POINT WHERE THE HIGHWAY
 BJ1940'LEAVES THE MISSISSIPPI RIVER LEVEE, IN A LARGE OPEN PASTURE, 164 YARDS
 BJ1940'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.5 MILE EAST OF THE
 BJ1940'JUNCTION OF STATE HIGHWAY 991, 24 YARDS NORTH OF THE BASE OF THE
 BJ1940'MISSISSIPPI RIVER LEVEE, A COPPER BOLT LEADED IN THE TOP OF TILE ABOUT
 BJ1940'3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BJ1940'BEARING A CAP STAMPED 1909 AND PROJECTS 18 INCHES ABOVE THE LEVEL OF
 BJ1940'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1151 ***********************************************************************
 BJ1151  DESIGNATION -  BATTURE CAP
 BJ1151  PID         -  BJ1151
 BJ1151  STATE/COUNTY-  LA/IBERVILLE
 BJ1151  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1151
 BJ1151                         *CURRENT SURVEY CONTROL
 BJ1151  ___________________________________________________________________
 BJ1151* NAD 83(1986)-  30 17 03.     (N)    091 12 01.     (W)     SCALED    
 BJ1151* NAVD 88     -         8.54   (+/-2cm)      28.0    (feet)  VERTCON   
 BJ1151  ___________________________________________________________________
 BJ1151  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1151
 BJ1151  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1151
 BJ1151.The horizontal coordinates were scaled from a topographic map and have
 BJ1151.an estimated accuracy of +/- 6 seconds.
 BJ1151
 BJ1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1151.The vertical order pertains to the NGVD 29 superseded value.
 BJ1151
 BJ1151.The geoid height was determined by GEOID03.
 BJ1151
 BJ1151;                    North         East    Units  Estimated Accuracy
 BJ1151;SPC LA S     -   197,770.    1,012,800.      MT  (+/- 180 meters Scaled)
 BJ1151
 BJ1151                          SUPERSEDED SURVEY CONTROL
 BJ1151
 BJ1151  NGVD 29 (??/??/??)    8.577  (m)           28.14   (f) ADJUSTED    1 2
 BJ1151
 BJ1151.Superseded values are not recommended for survey control.
 BJ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1151.See file dsdata.txt to determine how the superseded data were derived.
 BJ1151
 BJ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP730516(NAD 83)
 BJ1151_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1151_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1151_STAMPING: 1909
 BJ1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1151
 BJ1151  HISTORY     - Date     Condition        Report By
 BJ1151  HISTORY     - UNK      MONUMENTED       DOD
 BJ1151  HISTORY     - 1964     GOOD             CGS
 BJ1151  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1151
 BJ1151                          STATION DESCRIPTION
 BJ1151
 BJ1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1151'6.4 MI NW FROM SAINT GABRIEL.
 BJ1151'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1151'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 2.7 MILES NORTHWEST ALONG
 BJ1151'STATE HIGHWAY 75, ABOUT 0.2 MILE EAST OF A POINT WHERE THE HIGHWAY
 BJ1151'LEAVES THE MISSISSIPPI RIVER LEVEE, IN A LARGE OPEN PASTURE, 164 YARDS
 BJ1151'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.5 MILE EAST OF THE
 BJ1151'JUNCTION OF STATE HIGHWAY 991, 24 YARDS NORTH OF THE BASE OF THE
 BJ1151'MISSISSIPPI RIVER LEVEE.  AN IRON PIPE BEARING A CAP STAMPED 1909 AND
 BJ1151'PROJECTS 18 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1151
 BJ1151                          STATION RECOVERY (1976)
 BJ1151
 BJ1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1151'SEARCH WAS MADE FOR BENCH MARK BUT IT WAS NOT RECOVERED, BELIEVED
 BJ1151'DESTROYED BY DOZERS WORKING ON LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2754 ***********************************************************************
 CQ2754  DESIGNATION -  BAWCOMVILLE RAD STA KGH 472
 CQ2754  PID         -  CQ2754
 CQ2754  STATE/COUNTY-  LA/OUACHITA
 CQ2754  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2754
 CQ2754                         *CURRENT SURVEY CONTROL
 CQ2754  ___________________________________________________________________
 CQ2754* NAD 83(1992)-  32 28 09.98566(N)    092 09 42.36096(W)     ADJUSTED  
 CQ2754* NAVD 88     -                                                        
 CQ2754  ___________________________________________________________________
 CQ2754  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CQ2754  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2754
 CQ2754  HORZ ORDER  -  THIRD
 CQ2754
 CQ2754.The horizontal coordinates were established by classical geodetic methods
 CQ2754.and adjusted by the National Geodetic Survey in January 1993..
 CQ2754
 CQ2754
 CQ2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2754
 CQ2754.The geoid height was determined by GEOID03.
 CQ2754
 CQ2754;                    North         East     Units Scale Factor Converg.
 CQ2754;SPC LA N     -   218,415.232 1,031,795.500   MT  0.99996097   +0 10 43.8
 CQ2754;SPC LA N     -   716,583.97  3,385,149.07   sFT  0.99996097   +0 10 43.8
 CQ2754;UTM  15      - 3,592,780.908   578,770.735   MT  0.99967651   +0 27 00.1
 CQ2754
 CQ2754                          SUPERSEDED SURVEY CONTROL
 CQ2754
 CQ2754  NAD 83(1986)-  32 28 09.99913(N)    092 09 42.35363(W) AD(       ) 4
 CQ2754  NAD 27      -  32 28 09.47316(N)    092 09 41.86531(W) AD(       ) 3
 CQ2754
 CQ2754.Superseded values are not recommended for survey control.
 CQ2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2754.See file dsdata.txt to determine how the superseded data were derived.
 CQ2754
 CQ2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7877192781(NAD 83)
 CQ2754_MARKER: 42 = RADIO/TV MAST
 CQ2754
 CQ2754  HISTORY     - Date     Condition        Report By
 CQ2754  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2754  HISTORY     - 1990     GOOD             USPSQD
 CQ2754  HISTORY     - 1991     GOOD             USPSQD
 CQ2754  HISTORY     - 19910515 GOOD             USPSQD
 CQ2754
 CQ2754                          STATION DESCRIPTION
 CQ2754
 CQ2754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2754'STATION IS THE RED LIGHT AT TOP OF THE AMERICAN OIL COMPANY
 CQ2754'RADIO STATION KGH 472 MAST WHICH IS A SLENDER TRIANGULAR
 CQ2754'SHAPED STEEL MAST, 252 FEET IN HEIGHT AND PAINTED RED-WHITE
 CQ2754'ALTERNATE SECTIONS.
 CQ2754'
 CQ2754'LOCATED IN THE NORTH SECTION OF BAWCOMVILLE, 4 MILES SOUTH
 CQ2754'OF WEST MONROE, 0.35 MILE WEST OF STATE HIGHWAY 34, 300 FEET
 CQ2754'EAST OF MACK STREET AND 100 FEET NORTH OF HICKORY STREET.
 CQ2754
 CQ2754                          STATION RECOVERY (1990)
 CQ2754
 CQ2754'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2754'RECOVERED IN GOOD CONDITION.
 CQ2754
 CQ2754                          STATION RECOVERY (1991)
 CQ2754
 CQ2754'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2754'RECOVERED IN GOOD CONDITION.
 CQ2754
 CQ2754                          STATION RECOVERY (1991)
 CQ2754
 CQ2754'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2755 ***********************************************************************
 CQ2755  DESIGNATION -  BAWCOMVILLE RAD STA KUZN MAST
 CQ2755  PID         -  CQ2755
 CQ2755  STATE/COUNTY-  LA/OUACHITA
 CQ2755  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2755
 CQ2755                         *CURRENT SURVEY CONTROL
 CQ2755  ___________________________________________________________________
 CQ2755* NAD 83(1992)-  32 27 54.19126(N)    092 10 11.80222(W)     ADJUSTED  
 CQ2755* NAVD 88     -                                                        
 CQ2755  ___________________________________________________________________
 CQ2755  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CQ2755  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ2755
 CQ2755  HORZ ORDER  -  THIRD
 CQ2755
 CQ2755.The horizontal coordinates were established by classical geodetic methods
 CQ2755.and adjusted by the National Geodetic Survey in January 1993..
 CQ2755
 CQ2755
 CQ2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2755
 CQ2755.The geoid height was determined by GEOID03.
 CQ2755
 CQ2755;                    North         East     Units Scale Factor Converg.
 CQ2755;SPC LA N     -   217,926.350 1,031,028.201   MT  0.99996024   +0 10 28.2
 CQ2755;SPC LA N     -   714,980.03  3,382,631.69   sFT  0.99996024   +0 10 28.2
 CQ2755;UTM  15      - 3,592,288.540   578,005.977   MT  0.99967503   +0 26 44.1
 CQ2755
 CQ2755                          SUPERSEDED SURVEY CONTROL
 CQ2755
 CQ2755  NAD 83(1986)-  32 27 54.20470(N)    092 10 11.79473(W) AD(       ) 4
 CQ2755  NAD 27      -  32 27 53.67821(N)    092 10 11.30588(W) AD(       ) 3
 CQ2755
 CQ2755.Superseded values are not recommended for survey control.
 CQ2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2755.See file dsdata.txt to determine how the superseded data were derived.
 CQ2755
 CQ2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7800692289(NAD 83)
 CQ2755_MARKER: 42 = RADIO/TV MAST
 CQ2755
 CQ2755  HISTORY     - Date     Condition        Report By
 CQ2755  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2755  HISTORY     - 1990     GOOD             USPSQD
 CQ2755  HISTORY     - 1991     GOOD             USPSQD
 CQ2755  HISTORY     - 19910515 GOOD             USPSQD
 CQ2755
 CQ2755                          STATION DESCRIPTION
 CQ2755
 CQ2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2755'STATION IS THE RED LIGHT AT TOP OF THE RADIO STATION KUZN
 CQ2755'MAST WHICH IS A SLENDER SKELETON STEEL STRUCTURE, 285 FEET IN
 CQ2755'HEIGHT AND PAINTED RED-WHITE ALTERNATE SECTIONS.
 CQ2755'
 CQ2755'LOCATED IN THE WEST SECTION OF BAWCOMVILLE, 4-1/4
 CQ2755'MILES SOUTH OF WEST MONROE, 0.7 MILE WEST OF STATE HIGHWAY
 CQ2755'34, 300 FEET EAST OF KING STREET AND 150 FEET NORTH OF
 CQ2755'MARTIN STREET.
 CQ2755
 CQ2755                          STATION RECOVERY (1990)
 CQ2755
 CQ2755'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2755'RECOVERED IN GOOD CONDITION.
 CQ2755
 CQ2755                          STATION RECOVERY (1991)
 CQ2755
 CQ2755'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2755'RECOVERED IN GOOD CONDITION.
 CQ2755
 CQ2755                          STATION RECOVERY (1991)
 CQ2755
 CQ2755'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1694 ***********************************************************************
 BX1694  DESIGNATION -  BAY
 BX1694  PID         -  BX1694
 BX1694  STATE/COUNTY-  LA/NATCHITOCHES
 BX1694  USGS QUAD   -  PROVENCAL (1992)
 BX1694
 BX1694                         *CURRENT SURVEY CONTROL
 BX1694  ___________________________________________________________________
 BX1694* NAD 83(1992)-  31 37 55.65362(N)    093 10 14.19839(W)     ADJUSTED  
 BX1694* NAVD 88     -        41.33   (+/-2cm)     135.6    (feet)  VERTCON   
 BX1694  ___________________________________________________________________
 BX1694  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BX1694  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1694
 BX1694  HORZ ORDER  -  FIRST
 BX1694  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1694
 BX1694.The horizontal coordinates were established by classical geodetic methods
 BX1694.and adjusted by the National Geodetic Survey in January 1993..
 BX1694
 BX1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1694.The vertical order pertains to the NGVD 29 superseded value.
 BX1694
 BX1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1694
 BX1694.The geoid height was determined by GEOID03.
 BX1694
 BX1694;                    North         East     Units Scale Factor Converg.
 BX1694;SPC LA N     -   125,721.405   936,385.236   MT  0.99992709   -0 21 16.4
 BX1694;SPC LA N     -   412,470.98  3,072,123.90   sFT  0.99992709   -0 21 16.4
 BX1694;UTM  15      - 3,499,673.451   483,820.890   MT  0.99960323   -0 05 22.1
 BX1694
 BX1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1694!SPC LA N     -   0.99999762  x   0.99992709  =   0.99992471
 BX1694!UTM  15      -   0.99999762  x   0.99960323  =   0.99960085
 BX1694
 BX1694|---------------------------------------------------------------------|
 BX1694| PID    Reference Object                     Distance      Geod. Az  |
 BX1694|                                                           dddmmss.s |
 BX1694| CV8048 BAY RM                               38.765 METERS 24532     |
 BX1694| BX2826 PROVENCAL                           APPROX. 2.3 KM 3125208.0 |
 BX1694|---------------------------------------------------------------------|
 BX1694
 BX1694                          SUPERSEDED SURVEY CONTROL
 BX1694
 BX1694  NAD 83(1986)-  31 37 55.67027(N)    093 10 14.19043(W) AD(       ) 1
 BX1694  NAD 27      -  31 37 55.06800(N)    093 10 13.58500(W) AD(       ) 1
 BX1694  NGVD 29 (??/??/??)   41.377  (m)          135.75   (f) ADJUSTED    1 2
 BX1694
 BX1694.Superseded values are not recommended for survey control.
 BX1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1694.See file dsdata.txt to determine how the superseded data were derived.
 BX1694
 BX1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8382199673(NAD 83)
 BX1694_MARKER: DS = TRIANGULATION STATION DISK
 BX1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1694_STAMPING: BAY 1919
 BX1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1694+STABILITY: SURFACE MOTION
 BX1694
 BX1694  HISTORY     - Date     Condition        Report By
 BX1694  HISTORY     - 1919     MONUMENTED       CGS
 BX1694  HISTORY     - 1919     GOOD             CGS
 BX1694  HISTORY     - 1935     POOR             CGS
 BX1694  HISTORY     - 1941     GOOD             CGS
 BX1694  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1694
 BX1694                          STATION DESCRIPTION
 BX1694
 BX1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1694'STATION IS ABOUT 2-1/8 MILES E OF TEXAS AND PACIFIC RAILWAY
 BX1694'STATION PROVENCAL, ON PROLONGATION OF N RAIL TANGENT FROM
 BX1694'W, ABOUT 10 TELEGRAPH POLES E OF RAILROAD WATER TANK, AND
 BX1694'ABOUT 9 TELEGRAPH POLES E OF MILEPOST NO. 244.
 BX1694'
 BX1694'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX1694'DISKS SET IN CONCRETE.
 BX1694'
 BX1694'REFERENCE MARK IS 38.765 METERS (127.18 FEET) FROM STATION
 BX1694'S 65 DEG 32 MIN W.
 BX1694
 BX1694                          STATION RECOVERY (1919)
 BX1694
 BX1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1694'2.33 MI SE FROM PROVENCAL.
 BX1694'ABOUT 2-1/3 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 BX1694'THE STATION AT PROVENCAL, NATCHITOCHES PARISH, 24 FEET SOUTHWEST OF
 BX1694'THE EIGHTH POLE SOUTHEAST OF MILEPOST 244, AT THE TOP OF A STEEP BANK,
 BX1694'ABOUT 300 YARDS NORTHWEST OF TRESTLE 243, 64.4 FEET SOUTHWEST OF THE
 BX1694'SOUTHWEST RAIL, AND 6 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 BX1694'FENCE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED BAY 1919 AND
 BX1694'SET IN THE TOP OF A CONCRETE POST.
 BX1694
 BX1694                          STATION RECOVERY (1935)
 BX1694
 BX1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1694'STATION RECOVERED AS DESCRIBED IN POOR CONDITION, AT EDGE
 BX1694'OF BANK.  REFERENCE MARK 1919 DESTROYED, MARK FOUND IN FIELD
 BX1694'AT EDGE OF FIELD.  ABOUT 2-1/8 MILES E OF TEXAS AND PACIFIC
 BX1694'RAILROAD STATION PROVENCAL, ON PROLONGATION OF N RAIL TANGENT
 BX1694'FROM W, ABOUT 10 TELEPHONE POLES E OF FORMER SITE OF RAILROAD
 BX1694'WATER TANK, AT EDGE OF STEEP BANK, 6 FEET N OF S FENCE LINE
 BX1694'OF RAILROAD RIGHT-OF-WAY, 64.4 FEET S OF S RAILROAD RAIL
 BX1694'ABOUT 300 YARDS W OF RAILROAD TRESTLE NO. 243, 24.15 FEET
 BX1694'S OF EIGHTH TELEPHONE POLE E OF MILEPOST NO. 244.  SURFACE
 BX1694'AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BX1694'CONCRETE.  THIS STATION WAS RE-INFORCED BY PLACING AN ABUTMENT
 BX1694'OF CONCRETE ON N SIDE WHICH WILL PROBABLY HOLD IT IN PLACE FOR
 BX1694'SOME TIME.
 BX1694'
 BX1694'REFERENCE MARK NO. 1 (1935) IS A STANDARD REFERENCE DISK
 BX1694'SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 36.8 FEET
 BX1694'N OF NORTH RAILROAD RAIL AND 76 FEET N OF EIGHTH TELEPHONE
 BX1694'POLE E OF MILEPOST NO. 244.  DISTANCE FROM STATION, 31.49
 BX1694'METERS, 106.25 FEET, N 33 DEG 46 MIN 30 SEC E.
 BX1694'
 BX1694'REFERENCE MARK NO. 2 (1935) IS A STANDARD REFERENCE DISK
 BX1694'SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 82.3 FEET
 BX1694'E OF EIGHTH TELEPHONE POLE E OF MILEPOST NO. 244, 68.3 FEET
 BX1694'S OF SOUTH RAILROAD RAIL, NEAR CORNER OF FIELD FENCE AND
 BX1694'JUST E OF WELL BEATEN FOOTPATH.
 BX1694'
 BX1694'DISTANCE FROM STATION IS 22.695 METERS (74.45 FEET),
 BX1694'S 309 DEG 42 MIN 30 SEC E.  DISTANCE TO REFERENCE MARK NO. 1
 BX1694'IS 41.295 METERS (135.47 FEET) N 00 DEG 34 MIN 30 SEC E.
 BX1694'
 BX1694'TO REACH THIS STATION, GO E FROM PROVENCAL ABOUT 4 MILES
 BX1694'TO POINT WHERE ROAD FILLING HAS BEEN DUG OUT ON S SIDE OF
 BX1694'HIGHWAY, LEAVING SEVERAL LARGE PITS.  TURN S HERE AND GO
 BX1694'S ABOUT 1-1/4 MILES ON WOODS ROAD, VERY BAD IN WET WEATHER,
 BX1694'TO RAILROAD, GO W ABOUT 1/2 MILE DOWN TRACKS.
 BX1694
 BX1694                          STATION RECOVERY (1941)
 BX1694
 BX1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX1694'STATION WAS RECOVERED AS DESCRIBED BY E.R.M. IN 1935 EXCEPT
 BX1694'FOR THE FOLLOWING--THE EDGE OF THE 6-FOOT BANK OF THE RAILROAD
 BX1694'CUT AT THIS POINT HAS ERODED AS FAR AS THE MARK, EXPOSING
 BX1694'THE N FACE OF THE CONCRETE POST FOR ABOUT 2-1/2 FEET BELOW
 BX1694'THE SURFACE.  THIS HAS APPARENTLY CAUSED A MOVEMENT IN THE
 BX1694'POSITION OF THE MARK AS AN AZIMUTH OBSERVATION FROM STATION
 BX1694'RUM 1919 FAILED TO CHECK THE OLD VALUE BY ABOUT 10 SECONDS.
 BX1694'FURTHER EROSION OF THE BANK WILL COMPLETELY DESTROY THE
 BX1694'STATION.  A NEW DESCRIPTION FOLLOWS--STATION IS ABOUT 2-1/8
 BX1694'MILES E OF THE TEXAS AND PACIFIC RAILROAD STATION AT
 BX1694'PROVENCAL ON PROLONGATION OF THE N RAIL TANGENT, 64.4 FEET S
 BX1694'OF THE S RAIL, ABOUT 300 YARDS W OF TRESTLE NO. 243 AND
 BX1694'24.1 FEET S OF A TELEPHONE POLE.
 BX1694'
 BX1694'STATION MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 BX1694'OF CONCRETE AND IS STAMPED BAY 1919.
 BX1694'
 BX1694'REFERENCE MARK NO. 1, 1935, A STANDARD DISK SET IN A SQUARE
 BX1694'BLOCK OF CONCRETE, IS 36.8 FEET N OF THE N RAIL AND 76 FEET
 BX1694'N OF A TELEPHONE POLE.
 BX1694'
 BX1694'REFERENCE MARK NO. 2, 1935, A STANDARD DISK SET IN A SQUARE
 BX1694'BLOCK OF CONCRETE, IS 82.3 FEET E OF A TELEPHONE POLE AND
 BX1694'IS 68.3 FEET S OF THE S RAIL.
 BX1694'
 BX1694'TO REACH THE STATION FROM THE VILLAGE OF FLORA, GO W ON
 BX1694'STATE HIGHWAY 75 FOR 4.2 MILES TO A DIRT SIDE ROAD LEFT,
 BX1694'TURN LEFT AND GO ABOUT 1.3 MILES TO THE TEXAS AND PACIFIC
 BX1694'RAILROAD TRACKS, TURN RIGHT ALONG TRACKS AND GO ABOUT 1/2
 BX1694'MILE TO STATION ON THE LEFT.
 BX1694'
 BX1694'REFERENCE MARK NO. 1 IS DISTANT 31.49 METERS N 33 DEG
 BX1694'46 MIN 30 SEC E.
 BX1694'
 BX1694'REFERENCE MARK NO. 2 IS DISTANT 22.695 METERS S 50 DEG 42 MIN
 BX1694'30 SEC E.
 BX1694
 BX1694                          STATION RECOVERY (1995)
 BX1694
 BX1694'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2980 ***********************************************************************
 AU2980  DESIGNATION -  BAY
 AU2980  PID         -  AU2980
 AU2980  STATE/COUNTY-  LA/LAFOURCHE
 AU2980  USGS QUAD   -  CALUMET ISLAND (1994)
 AU2980
 AU2980                         *CURRENT SURVEY CONTROL
 AU2980  ___________________________________________________________________
 AU2980* NAD 83(1992)-  29 06 30.43764(N)    090 15 08.01533(W)     ADJUSTED  
 AU2980* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2980  **This station is located in a subsidence area (see below).
 AU2980  ___________________________________________________________________
 AU2980  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AU2980  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AU2980
 AU2980  HORZ ORDER  -  SECOND
 AU2980
 AU2980.The horizontal coordinates were established by classical geodetic methods
 AU2980.and adjusted by the National Geodetic Survey in January 1993..
 AU2980
 AU2980 ** The orthometric height has not been validated since last determined
 AU2980 ** by differential leveling and should not be used for control purposes.
 AU2980 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2980 ** area with valid NAVD 88 orthometric heights.
 AU2980 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2980 ** epoch indicated which incorporates improved geoid heights for the
 AU2980 ** Southern Louisiana Subsidence area.
 AU2980 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2980.The orthometric height was scaled from a topographic map.
 AU2980
 AU2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2980
 AU2980.The geoid height was determined by GEOID03.
 AU2980
 AU2980;                    North         East     Units Scale Factor Converg.
 AU2980;SPC LA S     -    67,942.919 1,105,235.006   MT  1.00004606   +0 32 26.0
 AU2980;SPC LA S     -   222,909.39  3,626,091.85   sFT  1.00004606   +0 32 26.0
 AU2980;UTM  15      - 3,223,122.384   767,407.480   MT  1.00048248   +1 20 15.0
 AU2980
 AU2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2980!SPC LA S     -   1.00000375  x   1.00004606  =   1.00004981
 AU2980!UTM  15      -   1.00000375  x   1.00048248  =   1.00048623
 AU2980
 AU2980|---------------------------------------------------------------------|
 AU2980| PID    Reference Object                     Distance      Geod. Az  |
 AU2980|                                                           dddmmss.s |
 AU2980| DD6306 BAY RM 1                             17.670 METERS 02920     |
 AU2980| DD6308 BAY RM 3                             26.977 METERS 08010     |
 AU2980| DD6309 BAY RM 4                             31.572 METERS 13138     |
 AU2980| DD6307 BAY RM 2                             26.190 METERS 15921     |
 AU2980| AU2955 BELLE                               APPROX. 2.9 KM 1614931.9 |
 AU2980|---------------------------------------------------------------------|
 AU2980
 AU2980                          SUPERSEDED SURVEY CONTROL
 AU2980
 AU2980  NAD 83(1986)-  29 06 30.45377(N)    090 15 08.02763(W) AD(       ) 2
 AU2980  NAD 27      -  29 06 29.63100(N)    090 15 07.74000(W) AD(       ) 2
 AU2980
 AU2980.Superseded values are not recommended for survey control.
 AU2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2980.See file dsdata.txt to determine how the superseded data were derived.
 AU2980
 AU2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6740723122(NAD 83)
 AU2980_MARKER: DS = TRIANGULATION STATION DISK
 AU2980_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2980_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2980
 AU2980  HISTORY     - Date     Condition        Report By
 AU2980  HISTORY     - 1928     MONUMENTED       CGS
 AU2980  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2980
 AU2980                          STATION DESCRIPTION
 AU2980
 AU2980'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2980'STATION IS ABOUT 8 MILES NE OF TIMBALIER LIGHT, 5 MILES
 AU2980'NW OF PASS FOURCHON, ON A PROMINENT POINT ABOUT 1-1/2 MILES
 AU2980'N OF THE MOST WESTERN POINT OF LAND ON THE MAINLAND, AT
 AU2980'THE SHORE OF THE GULF OF MEXICO, AND ABOUT 10 METERS (33 FEET)
 AU2980'IN FROM THE POINT.
 AU2980'
 AU2980'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2980'IN THE TOP OF A TILE.
 AU2980'
 AU2980'REFERENCE MARK NO. 1 IS LOST.
 AU2980'
 AU2980'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2980'IN THE TOP OF A TILE, IS 1 METER
 AU2980'(3 FEET) INSHORE FROM THE S SIDE OF THE POINT AND 26.19
 AU2980'METERS (85.9 FEET) FROM THE STATION S 20 DEG 39 MIN E.
 AU2980'
 AU2980'REFERENCE MARK NO. 3, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2980'IN THE TOP OF A TILE, IS 26.977
 AU2980'METERS (88.51 FEET) FROM THE STATION N 89 DEG 10 MIN E.
 AU2980'10 MIN.
 AU2980'
 AU2980'REFERENCE MARK NO. 4, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2980'IN THE TOP OF A TILE, IS 31.572
 AU2980'METERS (103.58 FEET) FROM THE STATION S 48 DEG 22 MIN E.
 AU2980'
 AU2980'IN 1937 A LETTER FROM THE GULF REFINING COMPANY STATED THAT
 AU2980'THE STATION MARK WAS GONE, DUE TO EROSION OF THE SHORE LINE.
 AU2980'IN 1938, A LETTER FROM THE GULF RESEARCH AND DEVELOPMENT
 AU2980'COMPANY STATED THAT THE STATION WAS IN THE EDGE OF THE MARSH
 AU2980'WITH WATER AROUND IT AND THAT IT WAS LIKELY TO BE DESTROYED
 AU2980'SOMETIME.
 AU2980
 AU2980                          STATION RECOVERY (1952)
 AU2980
 AU2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2980'STATION AND ALL REFERENCE MARKS ARE LOST.  A THOROUGH SEARCH
 AU2980'OF THE POINT WAS MADE BY TWO MEN DURING WHICH TIME THE AREA
 AU2980'WAS SYSTEMATICALLY COMBED TO A DISTANCE OF 100 FT. INSHORE
 AU2980'FROM THE POINT.  BROKEN PIECES OF CONCRETE AND CLAY TILE
 AU2980'WERE FOUND IN THE WATER ON THE S SIDE OF THE POINT, WHICH
 AU2980'UNDOUBTEDLY WERE PARTS OF ONE OF THE MONUMENTS.  SHORELINE
 AU2980'EROSION HERE HAS BEEN VERY EXTENSIVE.  IT IS RECOMMENDED
 AU2980'THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2822 ***********************************************************************
 AU2822  DESIGNATION -  BAY 1934
 AU2822  PID         -  AU2822
 AU2822  STATE/COUNTY-  LA/JEFFERSON
 AU2822  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2822
 AU2822                         *CURRENT SURVEY CONTROL
 AU2822  ___________________________________________________________________
 AU2822* NAD 83(1992)-  29 32 52.80666(N)    090 07 25.52108(W)     ADJUSTED  
 AU2822* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2822  **This station is located in a subsidence area (see below).
 AU2822  ___________________________________________________________________
 AU2822  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AU2822  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AU2822
 AU2822  HORZ ORDER  -  THIRD
 AU2822
 AU2822.The horizontal coordinates were established by classical geodetic methods
 AU2822.and adjusted by the National Geodetic Survey in January 1993..
 AU2822
 AU2822 ** The orthometric height has not been validated since last determined
 AU2822 ** by differential leveling and should not be used for control purposes.
 AU2822 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2822 ** area with valid NAVD 88 orthometric heights.
 AU2822 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2822 ** epoch indicated which incorporates improved geoid heights for the
 AU2822 ** Southern Louisiana Subsidence area.
 AU2822 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2822.The orthometric height was scaled from a topographic map.
 AU2822
 AU2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2822
 AU2822.The geoid height was determined by GEOID03.
 AU2822
 AU2822;                    North         East     Units Scale Factor Converg.
 AU2822;SPC LA S     -   116,784.943 1,117,225.637   MT  0.99995677   +0 36 17.3
 AU2822;SPC LA S     -   383,151.93  3,665,431.11   sFT  0.99995677   +0 36 17.3
 AU2822;UTM  15      - 3,272,153.833   778,716.136   MT  1.00055863   +1 25 09.6
 AU2822
 AU2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2822!SPC LA S     -   1.00000391  x   0.99995677  =   0.99996068
 AU2822!UTM  15      -   1.00000391  x   1.00055863  =   1.00056255
 AU2822
 AU2822                          SUPERSEDED SURVEY CONTROL
 AU2822
 AU2822  NAD 83(1986)-  29 32 52.82171(N)    090 07 25.52646(W) AD(       ) 3
 AU2822  NAD 27      -  29 32 52.04500(N)    090 07 25.25600(W) AD(       ) 3
 AU2822
 AU2822.Superseded values are not recommended for survey control.
 AU2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2822.See file dsdata.txt to determine how the superseded data were derived.
 AU2822
 AU2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7871672154(NAD 83)
 AU2822_MARKER: DD = SURVEY DISK
 AU2822_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2822_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2822
 AU2822  HISTORY     - Date     Condition        Report By
 AU2822  HISTORY     - 1934     MONUMENTED       CGS
 AU2822  HISTORY     - 1952     MARK NOT FOUND   HUMBLE
 AU2822
 AU2822                          STATION DESCRIPTION
 AU2822
 AU2822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2822'STATION IS ON THE NE SIDE OF TURTLE BAY ON W SIDE OF TURTLE
 AU2822'BAYOU WHERE IT ENTERS TURTLE BAY.  IT IS ABOUT 1/4 MILE E
 AU2822'FROM HARVEYS CUTOFF.  THE STATION IS 18 METERS FROM THE
 AU2822'END OF THE POINT AND 15 METERS FROM THE HIGHWATER MARK ON
 AU2822'TURTLE BAYOU.
 AU2822'
 AU2822'STATION MARK IS A STANDARD HYDROGRAPHIC DISK SET IN CONCRETE
 AU2822'AT THE TOP OF A TILE, WHICH IS FASTENED BY MEANS OF CONCRETE
 AU2822'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2822
 AU2822                          STATION RECOVERY (1952)
 AU2822
 AU2822'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1952
 AU2822'STATION WAS NOT FOUND.  TRAPPERS IN THE VICINITY DO NOT
 AU2822'RECALL SEEING STATION SINCE 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1198 ***********************************************************************
 AT1198  DESIGNATION -  BAY MER
 AT1198  PID         -  AT1198
 AT1198  STATE/COUNTY-  LA/PLAQUEMINES
 AT1198  USGS QUAD   -  BAY RONQUILLE (1993)
 AT1198
 AT1198                         *CURRENT SURVEY CONTROL
 AT1198  ___________________________________________________________________
 AT1198* NAD 83(1992)-  29 18 37.68915(N)    089 46 57.55428(W)     ADJUSTED  
 AT1198* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1198  **This station is located in a subsidence area (see below).
 AT1198  ___________________________________________________________________
 AT1198  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AT1198  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AT1198
 AT1198  HORZ ORDER  -  SECOND
 AT1198
 AT1198.The horizontal coordinates were established by classical geodetic methods
 AT1198.and adjusted by the National Geodetic Survey in January 1993..
 AT1198
 AT1198 ** The orthometric height has not been validated since last determined
 AT1198 ** by differential leveling and should not be used for control purposes.
 AT1198 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1198 ** area with valid NAVD 88 orthometric heights.
 AT1198 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1198 ** epoch indicated which incorporates improved geoid heights for the
 AT1198 ** Southern Louisiana Subsidence area.
 AT1198 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1198.The orthometric height was scaled from a topographic map.
 AT1198
 AT1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1198
 AT1198.The geoid height was determined by GEOID03.
 AT1198
 AT1198;                    North         East     Units Scale Factor Converg.
 AT1198;SPC LA S     -    90,857.339 1,150,637.848   MT  0.99999780   +0 46 31.3
 AT1198;SPC LA S     -   298,087.79  3,775,051.01   sFT  0.99999780   +0 46 31.3
 AT1198;UTM  16      - 3,245,598.254   229,727.845   MT  1.00050146   -1 21 47.0
 AT1198
 AT1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1198!SPC LA S     -   1.00000378  x   0.99999780  =   1.00000158
 AT1198!UTM  16      -   1.00000378  x   1.00050146  =   1.00050524
 AT1198
 AT1198:                Primary Azimuth Mark                     Grid Az
 AT1198:SPC LA S     -  GRANDE ECAILLE FREEPORT CO TK            000 10 46.5
 AT1198:UTM  16      -  GRANDE ECAILLE FREEPORT CO TK            002 19 04.8
 AT1198
 AT1198|---------------------------------------------------------------------|
 AT1198| PID    Reference Object                     Distance      Geod. Az  |
 AT1198|                                                           dddmmss.s |
 AT1198| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX. 7.6 KM 0005717.8 |
 AT1198| DD6312 BAY MER RM 3                         23.926 METERS 04901     |
 AT1198| DD6310 BAY MER RM 1                         33.840 METERS 11843     |
 AT1198| DD6311 BAY MER RM 2                         22.840 METERS 25917     |
 AT1198|---------------------------------------------------------------------|
 AT1198
 AT1198                          SUPERSEDED SURVEY CONTROL
 AT1198
 AT1198  NAD 83(1986)-  29 18 37.70004(N)    089 46 57.56325(W) AD(       ) 2
 AT1198  NAD 27      -  29 18 36.90300(N)    089 46 57.30300(W) AD(       ) 2
 AT1198
 AT1198.Superseded values are not recommended for survey control.
 AT1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1198.See file dsdata.txt to determine how the superseded data were derived.
 AT1198
 AT1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2972845598(NAD 83)
 AT1198_MARKER: DD = SURVEY DISK
 AT1198_SETTING: 80 = SET IN A BOULDER
 AT1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1198+STABILITY: SURFACE MOTION
 AT1198
 AT1198  HISTORY     - Date     Condition        Report By
 AT1198  HISTORY     - 1927     MONUMENTED       CGS
 AT1198  HISTORY     - 1934     GOOD             CGS
 AT1198  HISTORY     - 1955     GOOD             CGS
 AT1198  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 AT1198  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1198
 AT1198                          STATION DESCRIPTION
 AT1198
 AT1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1198'IN AN OPEN SPACE IN MANGROVE BUSHES ABOUT 480 METERS (1,575 FEET)
 AT1198'E OF THE PASS INTO
 AT1198'BAY MER ABOUT 400 METERS (1,312 FEET) W OF
 AT1198'ANOTHER SHOAL PASS, 106 METERS, (348
 AT1198'FEET) S OF THE HIGH-WATER
 AT1198'MARK OF THE GULF OF MEXICO AND 93 METERS (305 FEET)
 AT1198'FROM THE
 AT1198'HIGH-WATER MARK OF BAY MER.
 AT1198
 AT1198                          STATION RECOVERY (1955)
 AT1198
 AT1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1198'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AT1198'CONDITION.  REFERENCE MARK NO. 1
 AT1198'WAS NOT FOUND.  A COMPLETE DESCRIPTION FOLLOWS.
 AT1198'
 AT1198'THE STATION IS ALONG THE SHORE OF THE GULF OF MEXICO, ABOUT 14 MILES
 AT1198'NORTHEAST OF THE VILLAGE OF
 AT1198'GRAND ISLE, 5 MILES SOUTH OF THE FREEPORT SULPHUR COMPANY AT GRANDE
 AT1198'ECAILLE, 1/2 MILE WEST OF A BREAK IN THE
 AT1198'SHORELINE AND 150 YARDS SOUTH-SOUTHEAST OF THE FORKS OF
 AT1198'THE BAYOU AT THE SOUTHEAST SIDE OF BAY LA MER.
 AT1198'
 AT1198'THE STATION MARK, STAMPED BAY MER 1927, IS A STANDARD DISK CEMENTED
 AT1198'IN A BOULDER LEVEL WITH THE
 AT1198'SURFACE OF THE GROUND.  IT IS 70 YARDS NORTH OF THE HIGH WATER LINE
 AT1198'OF THE GULF, 5 FEET SOUTH OF A
 AT1198'WHITE WITNESS POST 2 FEET HIGH AND ON A BARE SPOT THAT IS
 AT1198'SURROUNDED WITH MANGROVE BUSHES ON THE WEST,
 AT1198'NORTH AND EAST SIDES AND WITH GRASS ON THE
 AT1198'SOUTH SIDE.  THE MARK IS ABOUT 1 FOOT ABOVE THE WATER LEVEL.
 AT1198'
 AT1198'REFERENCE MARK NO. 2, STAMPED BAY MER 1927 REF MK 2, IS A STANDARD
 AT1198'DISK SET IN THE TOP OF AN
 AT1198'8-INCH TILE FILLED WITH CONCRETE THAT PROJECTS 1 FOOT ABOVE THE
 AT1198'GROUND.  IT IS AT THE NORTHERN EDGE
 AT1198'OF THE GRASS AND NEAR THE WEST EDGE OF THE BARE SPOT.
 AT1198'
 AT1198'REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.  IT IS A STANDARD DISK
 AT1198'SET IN THE TOP OF AN 8-FOOT
 AT1198'LENGTH OF 4-INCH SEWER PIPE FILLED WITH CONCRETE THAT PROJECTS 3
 AT1198'FEET.  IT IS 33 FEET NORTHEAST OF
 AT1198'THE NORTHEAST EDGE OF THE BARE SPOT AND ABOUT 4 FEET ABOVE THE
 AT1198'WATER LEVEL.
 AT1198'
 AT1198'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 AT1198
 AT1198                          STATION RECOVERY (1960)
 AT1198
 AT1198'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (JEB)
 AT1198'R.M. 3 FOUND IN EDGE OF GULF.  ALL OTHER MARKERS ARE IN THE GULF.
 AT1198'SET A 4-INCH ROUND CONCRETE POST 7
 AT1198'FEET LONG SHOWING 4 INCHES IN TOP OF THE SOUTH LEVEE OF TENNESSEE GAS
 AT1198'TRANSMISSION CO. CANAL N 36 DEG 28
 AT1198'MIN E LAMBERT GRID 321.75 FEET FROM R.M. 3.
 AT1198
 AT1198                          STATION RECOVERY (1965)
 AT1198
 AT1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1198'STATION MARK AND REFERENCE MARKS 2 AND 3 WERE SEARCHED FOR BUT
 AT1198'NOT FOUND.  THE
 AT1198'BEACH WHERE THE STATION WAS IS COMPLETELY WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1693 ***********************************************************************
 BX1693  DESIGNATION -  BAY RM 1
 BX1693  PID         -  BX1693
 BX1693  STATE/COUNTY-  LA/NATCHITOCHES
 BX1693  USGS QUAD   -  PROVENCAL (1992)
 BX1693
 BX1693                         *CURRENT SURVEY CONTROL
 BX1693  ___________________________________________________________________
 BX1693* NAD 83(1986)-  31 37 56.     (N)    093 10 11.     (W)     SCALED    
 BX1693* NAVD 88     -        39.91   (+/-2cm)     130.9    (feet)  VERTCON   
 BX1693  ___________________________________________________________________
 BX1693  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1693
 BX1693  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1693
 BX1693.The horizontal coordinates were scaled from a topographic map and have
 BX1693.an estimated accuracy of +/- 6 seconds.
 BX1693
 BX1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1693.The vertical order pertains to the NGVD 29 superseded value.
 BX1693
 BX1693.The geoid height was determined by GEOID03.
 BX1693
 BX1693;                    North         East    Units  Estimated Accuracy
 BX1693;SPC LA N     -   125,730.      936,470.      MT  (+/- 180 meters Scaled)
 BX1693
 BX1693                          SUPERSEDED SURVEY CONTROL
 BX1693
 BX1693  NGVD 29 (??/??/??)   39.957  (m)          131.09   (f) ADJUSTED    1 2
 BX1693
 BX1693.Superseded values are not recommended for survey control.
 BX1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1693.See file dsdata.txt to determine how the superseded data were derived.
 BX1693
 BX1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ839996(NAD 83)
 BX1693_MARKER: DR = REFERENCE MARK DISK
 BX1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1693_STAMPING: BAY NO 1 1919
 BX1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1693+STABILITY: SURFACE MOTION
 BX1693
 BX1693  HISTORY     - Date     Condition        Report By
 BX1693  HISTORY     - 1919     MONUMENTED       CGS
 BX1693  HISTORY     - 1938     GOOD             CGS
 BX1693  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1693
 BX1693                          STATION DESCRIPTION
 BX1693
 BX1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1693'2.33 MI SE FROM PROVENCAL.
 BX1693'ABOUT 2-1/3 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 BX1693'THE STATION AT PROVENCAL, NATCHITOCHES PARISH, ABOUT 76 FEET NORTHEAST
 BX1693'OF THE EIGHTH POLE SOUTHEAST OF MILEPOST 244, ABOUT 106 FEET NORTHEAST
 BX1693'OF TRIANGULATION STATION BAY, DESCRIBED BELOW, AND 36.8 FEET NORTHEAST
 BX1693'OF THE NORTHEAST RAIL.  A STANDARD REFERENCE-MARK DISK, STAMPED BAY NO
 BX1693'1 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1693
 BX1693                          STATION RECOVERY (1995)
 BX1693
 BX1693'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2729 ***********************************************************************
 BX2729  DESIGNATION -  BAY SPRING
 BX2729  PID         -  BX2729
 BX2729  STATE/COUNTY-  LA/NATCHITOCHES
 BX2729  USGS QUAD   -  LENA (1992)
 BX2729
 BX2729                         *CURRENT SURVEY CONTROL
 BX2729  ___________________________________________________________________
 BX2729* NAD 83(1992)-  31 28 23.16099(N)    092 52 03.67768(W)     ADJUSTED  
 BX2729* NAVD 88     -        65.2    (meters)     214.     (feet)  VERTCON   
 BX2729  ___________________________________________________________________
 BX2729  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BX2729  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2729
 BX2729  HORZ ORDER  -  FIRST
 BX2729
 BX2729.The horizontal coordinates were established by classical geodetic methods
 BX2729.and adjusted by the National Geodetic Survey in January 1993..
 BX2729
 BX2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2729
 BX2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2729
 BX2729.The geoid height was determined by GEOID03.
 BX2729
 BX2729;                    North         East     Units Scale Factor Converg.
 BX2729;SPC LA N     -   107,952.376   965,060.767   MT  0.99994465   -0 11 39.8
 BX2729;SPC LA N     -   354,173.75  3,166,203.53   sFT  0.99994465   -0 11 39.8
 BX2729;UTM  15      - 3,482,042.832   512,568.497   MT  0.99960195   +0 04 08.7
 BX2729
 BX2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2729!SPC LA N     -   0.99999386  x   0.99994465  =   0.99993851
 BX2729!UTM  15      -   0.99999386  x   0.99960195  =   0.99959581
 BX2729
 BX2729:                Primary Azimuth Mark                     Grid Az
 BX2729:SPC LA N     -  BAY SPRING AZ MK                         011 35 01.1
 BX2729:UTM  15      -  BAY SPRING AZ MK                         011 19 12.6
 BX2729
 BX2729|---------------------------------------------------------------------|
 BX2729| PID    Reference Object                     Distance      Geod. Az  |
 BX2729|                                                           dddmmss.s |
 BX2729| CY3366 BAY SPRING AZ MK                                   0112321.3 |
 BX2729| CY3367 BAY SPRING RM 1                      21.703 METERS 05729     |
 BX2729| CY3368 BAY SPRING RM 2                      19.277 METERS 13049     |
 BX2729| BX2730 FLATWOODS S CEN BELL MW KLW 23      APPROX. 7.6 KM 1820335.1 |
 BX2729| BX2770 SAMPUSAND                           APPROX. 6.9 KM 2980538.8 |
 BX2729|---------------------------------------------------------------------|
 BX2729
 BX2729                          SUPERSEDED SURVEY CONTROL
 BX2729
 BX2729  NAD 83(1986)-  31 28 23.18236(N)    092 52 03.66994(W) AD(       ) 1
 BX2729  NAD 27      -  31 28 22.56357(N)    092 52 03.10944(W) AD(       ) 1
 BX2729  NGVD 29 (07/19/86)   65.2    (m)          214.     (f) VERT ANG       
 BX2729
 BX2729.Superseded values are not recommended for survey control.
 BX2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2729.See file dsdata.txt to determine how the superseded data were derived.
 BX2729
 BX2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1256882043(NAD 83)
 BX2729_MARKER: DS = TRIANGULATION STATION DISK
 BX2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2729_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2729
 BX2729  HISTORY     - Date     Condition        Report By
 BX2729  HISTORY     - 1969     MONUMENTED       CGS
 BX2729
 BX2729                          STATION DESCRIPTION
 BX2729
 BX2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2729'THE STATION IS LOCATED ABOUT 23-1/4 MILES SOUTHEAST OF
 BX2729'NATCHITOCHES, 13.0 MILES NORTHWEST OF BOYCE AND 5-1/2 MILES
 BX2729'SOUTH-SOUTHEAST OF CLOUTIERVILLE, ON PROPERTY OWNED BY
 BX2729'MR. STERLING C. EVANS.
 BX2729'
 BX2729'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BX2729'490, ABOUT 5.0 MILES WESTERLY FROM CLOUTIERVILLE, GO WEST, SOUTH
 BX2729'AND SOUTHWESTERLY ON HIGHWAY 490, CROSS THE CANE RIVER, FOR 1.55
 BX2729'MILES TO THE CHOPIN POST OFFICE AND STORE.  CROSS RAILROAD
 BX2729'TRACKS, TAKE THE LEFT FORK AND GO SOUTHERLY ON HIGHWAY 490 FOR
 BX2729'1.75 MILES TO A SIDE ROAD AND SIGN BAY SPRINGS CEMETERY ON THE
 BX2729'LEFT.  TURN LEFT AND GO EASTERLY ON A GRAVEL ROAD FOR 0.1 MILE
 BX2729'TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE
 BX2729'EASTERLY ON THE GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 BX2729'THE LEFT.  CONTINUE SOUTHEASTERLY ON THE GRAVEL ROAD FOR
 BX2729'0.15 MILE TO THE STATION ON THE RIGHT WHERE THE ROAD CURVES TO
 BX2729'THE LEFT.
 BX2729'
 BX2729'THE STATION MARK IS A STANDARD DISK STAMPED BAY SPRING 1969,
 BX2729'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2729'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 44 FEET
 BX2729'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 2.4 FEET
 BX2729'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 BX2729'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 BX2729'INCHES BELOW THE SURFACE OF THE GROUND.
 BX2729'
 BX2729'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BAY SPRING NO 1
 BX2729'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2729'THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28
 BX2729'FEET NORTH-NORTHEAST OF THE CENTER OF THE GRAVEL ROAD.  AND 12.5
 BX2729'FEET SOUTH-SOUTHWEST OF AN 18-INCH PINE TREE.
 BX2729'
 BX2729'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BAY SPRING NO 2
 BX2729'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2729'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 38
 BX2729'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 6.5 FEET
 BX2729'WEST-SOUTHWEST OF AN 8-INCH PINE TREE AND 5 FEET NORTH OF AN
 BX2729'8-INCH PINE TREE.
 BX2729'
 BX2729'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAY SPRING 1969,
 BX2729'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2729'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 35.5
 BX2729'FEET EAST-NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 21 FEET
 BX2729'SOUTHEAST OF A POWER POLE AND 2 FEET EAST-NORTHEAST OF A METAL
 BX2729'WITNESS POST WITH SIGN ATTACHED.
 BX2729'
 BX2729'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3245 ***********************************************************************
 AU3245  DESIGNATION -  BAY WALLACE
 AU3245  PID         -  AU3245
 AU3245  STATE/COUNTY-  LA/TERREBONNE
 AU3245  USGS QUAD   -  MORGAN CITY SE (1994)
 AU3245
 AU3245                         *CURRENT SURVEY CONTROL
 AU3245  ___________________________________________________________________
 AU3245* NAD 83(1992)-  29 37 29.83432(N)    091 00 08.87689(W)     ADJUSTED  
 AU3245* NAVD 88     -         3.5  **(meters)      11.   **(feet)  VERTCON   
 AU3245  **This station is located in a subsidence area (see below).
 AU3245  ___________________________________________________________________
 AU3245  X           -     -97,080.537 (meters)                     COMP
 AU3245  Y           -  -5,548,057.009 (meters)                     COMP
 AU3245  Z           -   3,134,291.294 (meters)                     COMP
 AU3245  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3245  ELLIP HEIGHT-         -22.02  (meters)          (07/18/02) GPS OBS
 AU3245  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AU3245
 AU3245  HORZ ORDER  -  FIRST
 AU3245  ELLP ORDER  -  FOURTH    CLASS II
 AU3245
 AU3245.The horizontal coordinates were established by GPS observations
 AU3245.and adjusted by the National Geodetic Survey in January 1993..
 AU3245
 AU3245 ** The orthometric height has not been validated since last determined
 AU3245 ** by differential leveling and should not be used for control purposes.
 AU3245 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3245 ** area with valid NAVD 88 orthometric heights.
 AU3245 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3245 ** epoch indicated which incorporates improved geoid heights for the
 AU3245 ** Southern Louisiana Subsidence area.
 AU3245 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3245
 AU3245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3245
 AU3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3245
 AU3245.The ellipsoidal height was determined by GPS observations
 AU3245.and is referenced to NAD 83.
 AU3245
 AU3245.The geoid height was determined by GEOID03.
 AU3245
 AU3245;                    North         East     Units Scale Factor Converg.
 AU3245;SPC LA S     -   124,741.877 1,032,041.795   MT  0.99994713   +0 09 55.6
 AU3245;SPC LA S     -   409,257.31  3,385,957.12   sFT  0.99994713   +0 09 55.6
 AU3245;UTM  15      - 3,278,895.313   693,398.030   MT  1.00006152   +0 59 15.8
 AU3245
 AU3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3245!SPC LA S     -   1.00000346  x   0.99994713  =   0.99995059
 AU3245!UTM  15      -   1.00000346  x   1.00006152  =   1.00006498
 AU3245
 AU3245                          SUPERSEDED SURVEY CONTROL
 AU3245
 AU3245  ELLIP H (01/21/93)  -22.03   (m)                       GP(       ) 4 2
 AU3245  NAD 83(1986)-  29 37 29.85449(N)    091 00 08.87618(W) AD(       ) 1
 AU3245  NGVD 29 (04/21/89)    3.6    (m)           12.     (f) GPS OBS        
 AU3245
 AU3245.Superseded values are not recommended for survey control.
 AU3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3245.See file dsdata.txt to determine how the superseded data were derived.
 AU3245
 AU3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9339878895(NAD 83)
 AU3245_MARKER: S = SPIKE
 AU3245_SETTING: 0 = UNSPECIFIED SETTING
 AU3245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3245+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3245
 AU3245  HISTORY     - Date     Condition        Report By
 AU3245  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3245
 AU3245                          STATION DESCRIPTION
 AU3245
 AU3245'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3245'THE STATION IS LOCATED ABOUT 18 MILES SOUTHWEST DE HOUMA LOUISIANA
 AU3245'AT THE MOUTH OF BAY WALLACE AND THE INTERCOASTAL CANAL.
 AU3245'
 AU3245'TO REACH THE STATION FROM BLACK BAYOU MARINA NEAR GIBSON LOUISIANA,
 AU3245'GO SOUTH ON SHELL OIL CANAL TO THE INTERCOASTAL WATERWAY.  GO WEST ON
 AU3245'INTERCOASTAL WATERWAY TO BAY WALLACE THE STATION IS SET ON THE DECK
 AU3245'OF A US COAST GUARD BEACON TOWER NUMBER 20.
 AU3245'
 AU3245'THE STATION USED WAS A SPIKE DRIVEN INTO THE TOP OF A 6 FOOT BY 6
 AU3245'FOOT US COAST GUARD BEACON PLATFORM NUMBER 20.  THE SPIKE WAS DRIVEN
 AU3245'INTO THE NORTHWEST CORNER OF THE DECK ABOUT 18 INCHES FROM THE
 AU3245'CORNERS.  THE PLATFORM IS ABOUT 10 FEET HIGH STATION, REACHED BY A
 AU3245'BOAT ONLY.
 AU3245'
 AU3245'NOTE--THE STATION WILL PROBABLY BE TRANSFERRED TO A POINT WEST
 AU3245'NORTHWEST OF THE TOWER, WHERE THERE IS A 9/16 INCH DIAMETER STEEL ROD
 AU3245'DRIVEN INTO THE GROUND, AT THE EDGE OF THE WATERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1325 ***********************************************************************
 AT1325  DESIGNATION -  BAYHI RESET
 AT1325  PID         -  AT1325
 AT1325  STATE/COUNTY-  LA/PLAQUEMINES
 AT1325  USGS QUAD   -  PHOENIX (1973)
 AT1325
 AT1325                         *CURRENT SURVEY CONTROL
 AT1325  ___________________________________________________________________
 AT1325* NAD 83(1992)-  29 42 37.88536(N)    089 59 39.92974(W)     ADJUSTED  
 AT1325* NAVD 88     -         0.41   (+/-2cm)       1.3  **(feet)  VERTCON   
 AT1325  **This station is located in a subsidence area (see below).
 AT1325  ___________________________________________________________________
 AT1325  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AT1325  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AT1325
 AT1325  HORZ ORDER  -  FIRST
 AT1325  VERT ORDER  -  THIRD ? (See Below)
 AT1325
 AT1325.The horizontal coordinates were established by classical geodetic methods
 AT1325.and adjusted by the National Geodetic Survey in January 1993..
 AT1325
 AT1325 ** The orthometric height has not been validated since last determined
 AT1325 ** by differential leveling and should not be used for control purposes.
 AT1325 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1325 ** area with valid NAVD 88 orthometric heights.
 AT1325 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1325 ** epoch indicated which incorporates improved geoid heights for the
 AT1325 ** Southern Louisiana Subsidence area.
 AT1325 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1325.The vertical order pertains to the NGVD 29 superseded value.
 AT1325
 AT1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1325
 AT1325.The geoid height was determined by GEOID03.
 AT1325
 AT1325;                    North         East     Units Scale Factor Converg.
 AT1325;SPC LA S     -   134,937.072 1,129,548.662   MT  0.99993850   +0 40 10.1
 AT1325;SPC LA S     -   442,706.04  3,705,860.90   sFT  0.99993850   +0 40 10.1
 AT1325;UTM  16      - 3,290,463.948   210,292.565   MT  1.00063571   -1 29 06.5
 AT1325;UTM  15      - 3,290,491.981   790,786.706   MT  1.00064344   +1 29 26.4
 AT1325
 AT1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1325!SPC LA S     -   1.00000390  x   0.99993850  =   0.99994240
 AT1325!UTM  16      -   1.00000390  x   1.00063571  =   1.00063962
 AT1325!UTM  15      -   1.00000390  x   1.00064344  =   1.00064735
 AT1325
 AT1325|---------------------------------------------------------------------|
 AT1325| PID    Reference Object                     Distance      Geod. Az  |
 AT1325|                                                           dddmmss.s |
 AT1325| DD6319 BAYHI RM 5                           28.375 METERS 01833     |
 AT1325| DD6321 BAYHI RM 7 AZIMUTH                                 0333935.9 |
 AT1325| DD6317 BAYHI RM 3                           33.187 METERS 05922     |
 AT1325| AT1323 BEAU SEJOUR NAVIGATION LIGHT        APPROX. 5.0 KM 1351126.9 |
 AT1325| AT1322 PHOENIX RELAY TOWER                 APPROX.10.8 KM 1382858.4 |
 AT1325| DD6315 BAYHI RM 1                           54.203 METERS 14701     |
 AT1325| AT1326 ST ROSALIE MICROWAVE MAST           APPROX. 5.5 KM 1620051.2 |
 AT1325| AU2814 LAFITTE CONTL OIL CO MAST           APPROX.11.7 KM 2462128.5 |
 AT1325| DD6318 BAYHI RM 4                           27.937 METERS 26102     |
 AT1325| DD6320 BAYHI RM 6                           29.843 METERS 30819     |
 AT1325| DD6314 BAYHI AZ MK 2                                      3441551.0 |
 AT1325| DD6313 BAYHI AZ MK                                        3481037.1 |
 AT1325| DD6316 BAYHI RM 2                           42.946 METERS 34946     |
 AT1325|---------------------------------------------------------------------|
 AT1325
 AT1325                          SUPERSEDED SURVEY CONTROL
 AT1325
 AT1325  NAD 83(1986)-  29 42 37.89916(N)    089 59 39.93244(W) AD(       ) 1
 AT1325  NAD 27      -  29 42 37.14125(N)    089 59 39.68004(W) AD(       ) 1
 AT1325  NGVD 29 (07/19/86)    0.50   (m)            1.6    (f) LEVELING    3  
 AT1325
 AT1325.Superseded values are not recommended for survey control.
 AT1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1325.See file dsdata.txt to determine how the superseded data were derived.
 AT1325
 AT1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1029390464(NAD 83)
 AT1325_MARKER: P = PIPE CAP
 AT1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1325
 AT1325  HISTORY     - Date     Condition        Report By
 AT1325  HISTORY     - 1972     MONUMENTED       NGS
 AT1325  HISTORY     - 1934     GOOD             CGS
 AT1325  HISTORY     - 1936     GOOD             LAGS
 AT1325  HISTORY     - 1966     GOOD             CGS
 AT1325  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AT1325  HISTORY     - 20060426 MARK NOT FOUND   NGS
 AT1325
 AT1325                          STATION DESCRIPTION
 AT1325
 AT1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1325'STATION IS ABOUT 19-1/2 MILES SE OF THE GRETNA POST OFFICE AND 300
 AT1325'METERS (984 FEET)
 AT1325'N OF THE NAOMI POST OFFICE, ON THE ORIGINAL BAYHI
 AT1325'PLANTATION WHICH IS NOW MANAGED BY
 AT1325'T.R. BECKNEL, 45.00 METERS
 AT1325'(147.6 FEET) S OF A DRAINAGE DITCH, AND 75 METERS
 AT1325'(246 FEET) N OF
 AT1325'TWO IRON-ROOFED SHACKS.
 AT1325'
 AT1325'THE STATION IS MARKED BY A CAST-IRON SCREW-PILE WITH AN 8-INCH
 AT1325'CAST-IRON CAP ON
 AT1325'WHICH IS INSCRIBED U.S. COAST SURVEY 1871.  THE
 AT1325'MARK PROJECTS ABOUT 12 INCHES ABOVE
 AT1325'THE SURFACE OF THE GROUND.
 AT1325'
 AT1325'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK, IS NEAR A WOODEN
 AT1325'FENCE CORNER AND
 AT1325'177.83 FEET (54.20 METERS) FROM THE STATION
 AT1325'S 32 DEG 59 MIN E.
 AT1325'
 AT1325'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK, IS 2.0 METERS
 AT1325'(6 FEET) N OF THE
 AT1325'DRAINAGE DITCH AND 140.90 FEET (42.95 METERS)
 AT1325'FROM THE STATION N 10 DEG 14 MIN W.
 AT1325'
 AT1325'THE AZIMUTH MARK, A STANDARD BRONZE DISK, IS ON THE E SIDE
 AT1325'OF STATE HIGHWAY
 AT1325'31, BETWEEN THE RAILROAD TRACK AND THE HIGHWAY, 6.50
 AT1325'METERS (21.3 FEET) FROM THE CENTER
 AT1325'LINE OF THE ROAD, AND APPROXIMATELY
 AT1325'0.5 MILE FROM THE STATION N 15 DEG 44 MIN W.
 AT1325
 AT1325                          STATION RECOVERY (1936)
 AT1325
 AT1325'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AT1325'STATION RECOVERED AS DESCRIBED.
 AT1325
 AT1325                          STATION RECOVERY (1966)
 AT1325
 AT1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1325'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AT1325'REFERENCE MARK 1
 AT1325'WAS RECOVERED AND FOUND TO HAVE BEEN HIT AND LAYING ON
 AT1325'ITS SIDE AND WAS DESTROYED AT THIS
 AT1325'TIME.  REFERENCE MARK 2 AND THE AZIMUTH
 AT1325'MARK WAS FOUND TO HAVE BEEN DESTROYED.  REFERENCE
 AT1325'MARKS 3,4 AND AN AZIMUTH
 AT1325'MARK WERE ESTABLISHED AT THIS TIME.
 AT1325'
 AT1325'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 AT1325'
 AT1325'STATION IS ABOUT 10-1/2 MILES SOUTH OF BELLE CHASSE, 8 MILES
 AT1325'NORTHEAST OF
 AT1325'LAFITTE, 6 MILES NORTHWEST OF MYRTLE GROVE, IN A THICK UNDERGROWTH
 AT1325'AREA AND ON THE SOUTH
 AT1325'EDGE OF A WEED FIELD.
 AT1325'
 AT1325'TO REACH THE STATION FROM THE POST OFFICE IN BELLE CHASSE, GO
 AT1325'SOUTHERLY ON STATE
 AT1325'HIGHWAY 23 FOR 10.9 MILES TO THE AZIMUTH MARK ON THE
 AT1325'LEFT.  CONTINUE SOUTH ON HIGHWAY 23
 AT1325'FOR 0.4 MILE TO A WHITE HOUSE AND A
 AT1325'WEED FIELD ON THE RIGHT.  TURN RIGHT AND GO WEST ALONG
 AT1325'THE SOUTH EDGE OF THE
 AT1325'WEED FIELD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 AT1325'
 AT1325'THE STATION MARK IS AN 8 INCH CAST IRON SCREW-PILE, AFFIXED TO THE
 AT1325'TOP OF A 4 INCH
 AT1325'CAST IRON PIPE WHICH PROJECTS 12 INCHES, WITH U.S.
 AT1325'COAST SURVEY GP 1871 INSCRIBED ON
 AT1325'TOP OF THE CAP AND A CHISELED CROSS
 AT1325'MARKING THE CENTER.  IT IS 22.5 FEET SOUTH-SOUTHWEST
 AT1325'OF A 14 INCH TREE, 15
 AT1325'FEET SOUTHEAST OF A 4 INCH TREE, 15 FEET NORTHEAST OF A 4 INCH TREE
 AT1325'AND 8 INCHES
 AT1325'WEST-NORTHWEST OF A METAL WITNESS POST.
 AT1325'
 AT1325'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BAYHI 1872 NO 3 1966,
 AT1325'IS CRIMPED TO THE
 AT1325'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1325'IT IS ENCASED IN A 4 INCH
 AT1325'ORANGEBURG PIPE WHICH PROJECTS 5 INCHES.  IT
 AT1325'IS 86.5 FEET NORTHEAST OF THE 14 INCH TREE
 AT1325'AND 7 INCHES SOUTHWEST OF A
 AT1325'METAL WITNESS POST.
 AT1325'
 AT1325'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BAYHI 1872 NO 4 1966,
 AT1325'IS CRIMPED TO THE
 AT1325'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1325'IT IS ENCASED IN A 4 INCH
 AT1325'ORANGEBURG PIPE WHICH PROJECTS 8 INCHES.  IT
 AT1325'IS 1.3 FEET NORTHEAST OF A METAL WITNESS
 AT1325'POST AND 6 FEET EAST OF A 12 INCH TREE.
 AT1325'
 AT1325'AZIMUTH MARK, A STANDARD DISK STAMPED BAYHI 1872 AZI 2 1966, IS SET
 AT1325'IN THE TOP OF A 12
 AT1325'INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AT1325'WITH THE GROUND SURFACE.  IT IS 86
 AT1325'FEET EAST OF THE CENTER OF STATE
 AT1325'HIGHWAY 23, 19.2 FEET WEST OF THE WEST RAIL OF A
 AT1325'RAILROAD AND 2 FEET
 AT1325'SOUTH OF A METAL WITNESS POST.
 AT1325'
 AT1325'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AT1325
 AT1325                          STATION RECOVERY (1972)
 AT1325
 AT1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1325'NO MEASUREMENT BETWEEN RMS DUE TO HEAVY UNDERBRUSH ON LINE.
 AT1325'
 AT1325'THE SURFACE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AS
 AT1325'DESCRIBED IN THE 1966 DESCRIPTION, THE AZIMUTH MARK WAS SEARCHED FOR
 AT1325'BUT COULD NOT BE FOUND.  IT IS BELIEVED DESTROYED BY NEAR BY
 AT1325'HIGHWAY REPAIRS.
 AT1325'
 AT1325'THE VERY OLD AND DIFFERENT SURFACE STATION MARK WAS VERY FIRM IN THE
 AT1325'GROUND, IT WAS REMOVED AND AN UNDERGROUND AND A SURFACE MARKS WERE
 AT1325'ESTABLISHED AT THIS TIME.
 AT1325'
 AT1325'REFERENCE MARKS 3 AND 4 ARE NOW OBSTRUCTED BY TIMBER AND HEAVY UNDER-
 AT1325'BRUSH, THEY WERE NOT CLEARED AND LEFT AS ARE.  REFERENCE MARKS 5 AND
 AT1325'6 WERE ESTABLISHED AT THIS TIME.
 AT1325'
 AT1325'THE AZIMUTH MARK BEING DESTROYED A REFERENCE MARK 7 WAS ESTABLISHED
 AT1325'AND USED AS AN AZIMUTH MARK.
 AT1325'
 AT1325'THE 1966 LOCATION AND ROUTE TO THE STATION ARE ADEQUATE.
 AT1325'
 AT1325'THE STATION MARKS ARE STANDARD DISKS STAMPED BAYHI 1871 1972.  THE
 AT1325'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AT1325'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 31
 AT1325'FEET WEST OF A 16 INCH OAK TREE, 27 FEET NORTH OF A 6 INCH ELM
 AT1325'TREE, 15 FEET EAST OF A 10 INCH OAK TREE AND 2 FEET NORTH OF A
 AT1325'METAL WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET
 AT1325'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 AT1325'GROUND SURFACE.
 AT1325'
 AT1325'REFERENCE MARK 5, A STANDARD DISK STAMPED BAYHI NO 5 1871 1972, IS
 AT1325'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AT1325'PROJECTS 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET EAST OF
 AT1325'A 6 INCH ELM TREE AND 18 FEET SOUTHWEST OF A 6 INCH PECAN TREE.
 AT1325'
 AT1325'REFERENCE MARK 6, A STANDARD DISK STAMPED BAYHI NO 6 1871 1972, IS
 AT1325'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AT1325'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET WEST OF A
 AT1325'6 INCH ELM TREE.
 AT1325'
 AT1325'REFERENCE MARK 7, (AZIMUTH MARK) A STANDARD DISK STAMPED BAYHI NO 7
 AT1325'1871 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AT1325'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 40
 AT1325'FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF STATE
 AT1325'HIGHWAY 23, 17 FEET SOUTHWEST OF THE MOST WESTERLY RAIL OF
 AT1325'RAILROAD AND 1.6 FEET SOUTHWEST OF METAL WITNESS POST AND SIGN
 AT1325'ATTACHED.
 AT1325'
 AT1325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHWEST
 AT1325'OF MYRTLE GROVE.
 AT1325'
 AT1325'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AT1325
 AT1325                          STATION RECOVERY (2006)
 AT1325
 AT1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AT1325'NOT RECOVERED.  HIGHWAY HAS BEEN WIDENED WITH 2 MORE LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6173 ***********************************************************************
 AH6173  DESIGNATION -  BAYLIS
 AH6173  PID         -  AH6173
 AH6173  STATE/COUNTY-  LA/TERREBONNE
 AH6173  USGS QUAD   -  GRAY (1980)
 AH6173
 AH6173                         *CURRENT SURVEY CONTROL
 AH6173  ___________________________________________________________________
 AH6173* NAD 83(1992)-  29 42 03.35658(N)    090 46 23.18216(W)     ADJUSTED  
 AH6173* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AH6173  **This station is located in a subsidence area (see below).
 AH6173  ___________________________________________________________________
 AH6173  X           -     -74,814.246 (meters)                     COMP
 AH6173  Y           -  -5,544,232.683 (meters)                     COMP
 AH6173  Z           -   3,141,609.042 (meters)                     COMP
 AH6173  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6173  ELLIP HEIGHT-         -23.04  (meters)          (02/21/02) GPS OBS
 AH6173  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH6173
 AH6173  HORZ ORDER  -  FIRST
 AH6173  ELLP ORDER  -  FIFTH     CLASS I
 AH6173
 AH6173.The horizontal coordinates were established by GPS observations
 AH6173.and adjusted by the National Geodetic Survey in December 1998..
 AH6173
 AH6173 ** The orthometric height has not been validated since last determined
 AH6173 ** by differential leveling and should not be used for control purposes.
 AH6173 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6173 ** area with valid NAVD 88 orthometric heights.
 AH6173 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6173 ** epoch indicated which incorporates improved geoid heights for the
 AH6173 ** Southern Louisiana Subsidence area.
 AH6173 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6173.The orthometric height was determined by GPS observations and a
 AH6173.high-resolution geoid model.
 AH6173
 AH6173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6173
 AH6173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6173
 AH6173.The ellipsoidal height was determined by GPS observations
 AH6173.and is referenced to NAD 83.
 AH6173
 AH6173.The geoid height was determined by GEOID03.
 AH6173
 AH6173;                    North         East     Units Scale Factor Converg.
 AH6173;SPC LA S     -   133,249.622 1,054,212.075   MT  0.99993936   +0 16 48.4
 AH6173;SPC LA S     -   437,169.80  3,458,694.12   sFT  0.99993936   +0 16 48.4
 AH6173;UTM  15      - 3,287,722.128   715,447.645   MT  1.00017275   +1 06 13.6
 AH6173
 AH6173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6173!SPC LA S     -   1.00000362  x   0.99993936  =   0.99994298
 AH6173!UTM  15      -   1.00000362  x   1.00017275  =   1.00017637
 AH6173
 AH6173                          SUPERSEDED SURVEY CONTROL
 AH6173
 AH6173  ELLIP H (12/17/98)  -23.01   (m)                       GP(       ) 4 2
 AH6173
 AH6173.Superseded values are not recommended for survey control.
 AH6173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6173.See file dsdata.txt to determine how the superseded data were derived.
 AH6173
 AH6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1544887722(NAD 83)
 AH6173_MARKER: I = METAL ROD
 AH6173_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6173_STAMPING: BAYLIS
 AH6173_MARK LOGO: LA-109
 AH6173_PROJECTION: RECESSED 10 CENTIMETERS
 AH6173_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6173+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6173_ROD/PIPE-DEPTH: 18.3 meters
 AH6173_SLEEVE-DEPTH  :  0.9 meters
 AH6173
 AH6173  HISTORY     - Date     Condition        Report By
 AH6173  HISTORY     - 1995     MONUMENTED       MPHI
 AH6173
 AH6173                          STATION DESCRIPTION
 AH6173
 AH6173'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6173'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6173'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6173'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6173'AND TRAVEL NORTHERLY FOR 6.75 MI (10.86 KM) TO THE STATION ON THE
 AH6173'LEFT.  THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND.
 AH6173'THE STATION IS 17.50 FT (5.33 M) SOUTHWEST FROM THE CENTERLINE OF HWY
 AH6173'316, 51.20 FT (15.61 M) NORTHWEST FROM THE POWER POLE WITH
 AH6173'TRANSFORMER, 42.30 FT (12.89 M) SOUTHEAST FROM THE POWER POLE, AND
 AH6173'49.00 FT (14.94 M) SOUTHWEST FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3035 ***********************************************************************
 BK3035  DESIGNATION -  BAYNE
 BK3035  PID         -  BK3035
 BK3035  STATE/COUNTY-  LA/BEAUREGARD
 BK3035  USGS QUAD   -  LONGVILLE (1994)
 BK3035
 BK3035                         *CURRENT SURVEY CONTROL
 BK3035  ___________________________________________________________________
 BK3035* NAD 83(1992)-  30 30 42.75857(N)    093 10 24.86990(W)     ADJUSTED  
 BK3035* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 BK3035  ___________________________________________________________________
 BK3035  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3035  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK3035
 BK3035  HORZ ORDER  -  SECOND
 BK3035
 BK3035.The horizontal coordinates were established by classical geodetic methods
 BK3035.and adjusted by the National Geodetic Survey in January 1993..
 BK3035
 BK3035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3035
 BK3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3035
 BK3035.The geoid height was determined by GEOID03.
 BK3035
 BK3035;                    North         East     Units Scale Factor Converg.
 BK3035;SPC LA S     -   224,426.318   823,373.951   MT  0.99996539   -0 55 12.5
 BK3035;SPC LA S     -   736,305.34  2,701,352.70   sFT  0.99996539   -0 55 12.5
 BK3035;UTM  15      - 3,375,520.536   483,345.666   MT  0.99960342   -0 05 17.3
 BK3035
 BK3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3035!SPC LA S     -   1.00000030  x   0.99996539  =   0.99996569
 BK3035!UTM  15      -   1.00000030  x   0.99960342  =   0.99960372
 BK3035
 BK3035|---------------------------------------------------------------------|
 BK3035| PID    Reference Object                     Distance      Geod. Az  |
 BK3035|                                                           dddmmss.s |
 BK3035| CV8049 BAYNE RM 1                           27.661 METERS 01100     |
 BK3035| CV8050 BAYNE RM 2                           26.198 METERS 15459     |
 BK3035| BK3085 GAYTINE TRANSCON GAS CO MAST        APPROX.10.3 KM 2115723.2 |
 BK3035| BK1314 D 51                                APPROX. 0.5 KM 2991546.7 |
 BK3035|---------------------------------------------------------------------|
 BK3035
 BK3035                          SUPERSEDED SURVEY CONTROL
 BK3035
 BK3035  NAD 83(1986)-  30 30 42.77800(N)    093 10 24.86219(W) AD(       ) 2
 BK3035  NAD 27      -  30 30 42.05960(N)    093 10 24.29577(W) AD(       ) 2
 BK3035  NGVD 29 (07/19/86)   25.3    (m)           83.     (f) VERT ANG       
 BK3035
 BK3035.Superseded values are not recommended for survey control.
 BK3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3035.See file dsdata.txt to determine how the superseded data were derived.
 BK3035
 BK3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8334675521(NAD 83)
 BK3035_MARKER: DS = TRIANGULATION STATION DISK
 BK3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3035
 BK3035  HISTORY     - Date     Condition        Report By
 BK3035  HISTORY     - 1963     MONUMENTED       CGS
 BK3035  HISTORY     - 1974     GOOD             NGS
 BK3035
 BK3035                          STATION DESCRIPTION
 BK3035
 BK3035'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3035'THE STATION IS LOCATED ABOUT 4 MILES EAST OF RAGLEY, ABOUT
 BK3035'7-1/2 MILES WEST OF REEVES, ABOUT 9-1/2 MILES NORTH-NORTHEAST
 BK3035'OF GILLIS AND 1/4 MILE SOUTH OF U.S. HIGHWAY 190, ON PROPERTY
 BK3035'OWNED BY MR. THOMAS H. BAYNE.
 BK3035'
 BK3035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BK3035'AND 190, ABOUT 7 MILES SOUTH OF LONGVILLE, GO EAST ON U.S.
 BK3035'HIGHWAY 190 FOR 1.8 MILES TO A RAILROAD CROSSING, CONTINUE
 BK3035'EAST FOR 1.8 MILES TO A SIDE ROAD RIGHT, AND AZIMUTH MARK
 BK3035'IS 0.15 MILES EAST ON THE SOUTH SIDE OF ROAD, BENCH MARK
 BK3035'D 51 IS 0.35 MILE WEST ON THE NORTH SIDE OF THE RAILROAD
 BK3035'TRACK.  TURN RIGHT AND GO SOUTH ACROSS RAILROAD TRACKS FOR
 BK3035'0.15 MILE TO MR. BAYNES RESIDENCE ON THE LEFT, CONTINUE
 BK3035'SOUTH ON A SHELL DRIVEWAY FOR 0.1 MILE TO A CROSSROAD AND
 BK3035'A GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE AND GO
 BK3035'WEST ON A FIELD ROAD FOR 0.15 MILE TO A WIRE GAP AND
 BK3035'STATION ON THE RIGHT.
 BK3035'
 BK3035'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF
 BK3035'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BK3035'AND STAMPED BAYNE 1963.  THE MARK IS 30.6 FEET WEST OF THE
 BK3035'WITNESS POST, 29.6 FEET WEST OF A 14 INCH PINE TREE WITH
 BK3035'A TRIANGULAR BLAZE, 32 FEET NORTH OF THE CENTER OF A FIELD
 BK3035'ROAD, 29 FEET SOUTH OF AN 18 INCH PINE TREE WITH A TRIANGULAR
 BK3035'BLAZE.
 BK3035'
 BK3035'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 BK3035'OF A 10 SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 BK3035'AND STAMPED BAYNE NO 1 1963.  THE MARK IS 97 FEET NORTH
 BK3035'OF THE WITNESS POST, 1.2 FEET WEST OF A NORTH AND SOUTH
 BK3035'FENCE LINE AND 68 FEET NORTHEAST OF A PINE TREE WITH TRIANGULAR
 BK3035'BLAZE.
 BK3035'
 BK3035'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 BK3035'OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 BK3035'INCHES AND STAMPED BAYNE NO 2 1963.  THE MARK IS 1 FOOT
 BK3035'WEST OF A NORTH AND SOUTH FENCE LINE, 71.6 FEET SOUTH OF
 BK3035'THE WITNESS POST, 46.3 FEET SOUTH OF THE CENTER OF A FIELD
 BK3035'ROAD AND 75 FEET SOUTH OF A 14 INCH PINE TREE WITH A TRIANGULAR
 BK3035'BLAZE.
 BK3035'
 BK3035'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF
 BK3035'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 BK3035'AND STAMPED BAYNE 1963.  THE MARK IS 2.6 FEET WEST OF THE
 BK3035'WITNESS POST 1 FOOT NORTH OF AN EAST AND WEST FENCE LINE,
 BK3035'82 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 190, 69 FEET
 BK3035'WEST OF A POWER POLE AND 49 FEET NORTH OF THE RAILROAD TRACK.
 BK3035'
 BK3035'BENCH MARK D 51 IS 0.4 MILE E OF MILEPOST 524, AT A CONCRETE
 BK3035'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 BK3035'HEADWALL, AND 15 FEET N OF THE CENTER LINE OF THE RAILROAD
 BK3035'TRACK.  A STANDARD BENCH MARK DISK STAMPED D 51 1935.
 BK3035'
 BK3035'HEIGHT OF LIGHT ABOVE STATION MARK 34.21 METERS.
 BK3035
 BK3035                          STATION RECOVERY (1974)
 BK3035
 BK3035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3035'THE STATION, AZIMUTH MARK AND BENCH MARK D 51 WERE RECOVERED.
 BK3035'THE REFERENCE MARKS WERE FOUND TO BE DESTROYED.  BOTH REFERENCE
 BK3035'MARK POSTS WERE FOUND AND THE DISKS WERE GONE.  STATION
 BK3035'BAYNE 2 WAS ESTABLISHED AT THIS TIME BECAUSE BAYNE 1963
 BK3035'IS IN THE MIDDLE OF A PLANTED SOYBEAN FIELD.
 BK3035'
 BK3035'STATION IS ABOUT 7-1/2 MILES WEST OF REEVES, 7-1/2 MILES
 BK3035'SOUTHEAST OF LONGVILLE, 3-3/4 MILES EAST OF RAGLEY, 1/4
 BK3035'MILE SOUTH OF U.S. HIGHWAY 190, IN A CULTIVATED FIELD BELONGING
 BK3035'TO MR. THOMAS H. BAYNE, RAGLEY, LOUISIANA.  PHONE NUMBER
 BK3035'725-3248.
 BK3035'
 BK3035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BK3035'171 AND 190, AND STATE HIGHWAY 12 IN RAGLEY, GO EAST ON
 BK3035'U.S. HIGHWAY 190 FOR 3.5 MILES TO A FARM ROAD ON THE RIGHT.
 BK3035'(CONTINUE EAST ON 190 FOR 0.2 MILE TO THE AZIMUTH MARK ON
 BK3035'THE RIGHT AS DESCRIBED).  TURN RIGHT AND GO SOUTH, CROSSING
 BK3035'A RAILROAD TRACK, ON A SHELL ROAD FOR 0.05 MILE TO A FORK.
 BK3035'KEEP RIGHT FORK, PASSING OVER A CATTLE GUARD FOR ABOUT 50
 BK3035'YARDS TO A LONE PINE TREE AND STATION BAYNE 2 ON THE LEFT.
 BK3035'FROM HERE GO SOUTHWEST ACROSS FIELD FOR ABOUT 1,000 FEET
 BK3035'TO THE STATION.
 BK3035'
 BK3035'STATION MARKS ARE STANDARD DISKS STAMPED BAYNE 1963.  THE
 BK3035'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BK3035'DEPTH UNKNOWN.  THE SURFACE MARK IS SET IN THE TOP OF A
 BK3035'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS IN THE
 BK3035'APPROXIMATE CENTER OF A CULTIVATED FIELD, 324.785 METERS
 BK3035'SOUTH-SOUTHWEST OF STATION BAYNE 2.
 BK3035'
 BK3035'AZIMUTH MARK, STAMPED BAYNE 1963, IS A STANDARD DISK SET
 BK3035'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.
 BK3035'IT IS 83 FEET SOUTH OF THE CENTER OF HIGHWAY 190, 48 FEET
 BK3035'NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND 2.5 FEET
 BK3035'WEST OF A WOODEN WITNESS POST.
 BK3035'
 BK3035'BENCH MARK D 51, STAMPED D 51 1935, IS A STANDARD BENCH
 BK3035'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST
 BK3035'END OF A CONCRETE CULVERT UNDER THE RAILROAD TRACKS.  IT
 BK3035'IS 116 FEET SOUTH OF THE CENTER OF HIGHWAY 190, 51 FEET
 BK3035'NORTHWEST OF TELEPHONE POLE NUMBER L 10 AND 14.5 FEET NORTH
 BK3035'OF THE NORTH RAIL OF THE RAILROAD TRACKS.
 BK3035'
 BK3035'TO REACH THE BENCH MARK FROM THE JUNCTION OF HIGHWAY 190
 BK3035'AND THE FARM ROAD, GO WEST ON HIGHWAY 190 FOR 0.35 MILE
 BK3035'TO THE MARK ON THE LEFT.
 BK3035'
 BK3035'BAYNE 2 IS STAMPED BAYNE 2 1974.  THE MARKS ARE STANDARD
 BK3035'STATION DISKS.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BK3035'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND.  THE
 BK3035'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 BK3035'FLUSH WITH THE GROUND.  THE MARKS ARE 93 FEET NORTHWEST
 BK3035'OF A METAL WITNESS POST, 48 FEET EAST OF THE CENTER OF A
 BK3035'GRAVELED ROAD, 48 FEET WEST OF A WIRE FENCE AND 44 FEET
 BK3035'NORTH OF A 16-INCH PINE TREE.
 BK3035'
 BK3035'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK3035'
 BK3035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 BK3035'EAST OF RAGLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1315 ***********************************************************************
 BK1315  DESIGNATION -  BAYNE 2
 BK1315  PID         -  BK1315
 BK1315  STATE/COUNTY-  LA/BEAUREGARD
 BK1315  USGS QUAD   -  LONGVILLE (1994)
 BK1315
 BK1315                         *CURRENT SURVEY CONTROL
 BK1315  ___________________________________________________________________
 BK1315* NAD 83(1992)-  30 30 48.95360(N)    093 10 15.01047(W)     ADJUSTED  
 BK1315* NAVD 88     -        25.393  (meters)      83.31   (feet)  ADJUSTED  
 BK1315  ___________________________________________________________________
 BK1315  X           -    -304,199.111 (meters)                     COMP
 BK1315  Y           -  -5,491,147.036 (meters)                     COMP
 BK1315  Z           -   3,219,552.493 (meters)                     COMP
 BK1315  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK1315  ELLIP HEIGHT-          -1.73  (meters)          (01/02/04) GPS OBS
 BK1315  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1315  DYNAMIC HT  -          25.360 (meters)      83.20  (feet)  COMP
 BK1315  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BK1315
 BK1315  HORZ ORDER  -  FIRST
 BK1315  VERT ORDER  -  SECOND    CLASS I
 BK1315  ELLP ORDER  -  FOURTH    CLASS II
 BK1315
 BK1315.The horizontal coordinates were established by classical geodetic methods
 BK1315.and adjusted by the National Geodetic Survey in January 1993..
 BK1315
 BK1315.The orthometric height was determined by differential leveling
 BK1315.and adjusted by the National Geodetic Survey in February 1994..
 BK1315
 BK1315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1315
 BK1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1315
 BK1315.The ellipsoidal height was determined by GPS observations
 BK1315.and is referenced to NAD 83.
 BK1315
 BK1315.The geoid height was determined by GEOID03.
 BK1315
 BK1315.The dynamic height is computed by dividing the NAVD 88
 BK1315.geopotential number by the normal gravity value computed on the
 BK1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1315.degrees latitude (g = 980.6199 gals.).
 BK1315
 BK1315.The modeled gravity was interpolated from observed gravity values.
 BK1315
 BK1315;                    North         East     Units Scale Factor Converg.
 BK1315;SPC LA S     -   224,612.843   823,639.850   MT  0.99996566   -0 55 07.6
 BK1315;SPC LA S     -   736,917.30  2,702,225.07   sFT  0.99996566   -0 55 07.6
 BK1315;UTM  15      - 3,375,710.834   483,608.733   MT  0.99960331   -0 05 12.3
 BK1315
 BK1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1315!SPC LA S     -   1.00000027  x   0.99996566  =   0.99996593
 BK1315!UTM  15      -   1.00000027  x   0.99960331  =   0.99960358
 BK1315
 BK1315|---------------------------------------------------------------------|
 BK1315| PID    Reference Object                     Distance      Geod. Az  |
 BK1315|                                                           dddmmss.s |
 BK1315| BK1317 BAYNE 2 RM 4                         28.552 METERS 00159     |
 BK1315| BK2602 BAYNE AZ MK                                        0571302.1 |
 BK1315| BK1316 BAYNE 2 RM 3                         28.482 METERS 14103     |
 BK1315|---------------------------------------------------------------------|
 BK1315
 BK1315                          SUPERSEDED SURVEY CONTROL
 BK1315
 BK1315  ELLIP H (01/21/93)   -1.70   (m)                       GP(       ) 4 2
 BK1315  NAD 83(1986)-  30 30 48.97304(N)    093 10 15.00273(W) AD(       ) 1
 BK1315  NAD 27      -  30 30 48.25474(N)    093 10 14.43644(W) AD(       ) 3
 BK1315  NGVD 29 (??/??/??)   25.41   (m)           83.4    (f) RESET       3  
 BK1315
 BK1315.Superseded values are not recommended for survey control.
 BK1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1315.See file dsdata.txt to determine how the superseded data were derived.
 BK1315
 BK1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8360975711(NAD 83)
 BK1315_MARKER: DS = TRIANGULATION STATION DISK
 BK1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1315_SP_SET: CONCRETE POST
 BK1315_STAMPING: BAYNE 2 1974
 BK1315_MARK LOGO: NGS   
 BK1315_PROJECTION: FLUSH
 BK1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1315+STABILITY: SURFACE MOTION
 BK1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1315+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK1315
 BK1315  HISTORY     - Date     Condition        Report By
 BK1315  HISTORY     - 1974     MONUMENTED       NGS
 BK1315  HISTORY     - 1974     GOOD             NGS
 BK1315  HISTORY     - 1984     GOOD             LADTD
 BK1315  HISTORY     - 1987     GOOD             NGS
 BK1315
 BK1315                          STATION DESCRIPTION
 BK1315
 BK1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK1315'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF LONGVILLE, 7-1/2 MILES
 BK1315'WEST OF REEVES, 3-1/2 MILES EAST OF RAGLEY, 0.1 MILE SOUTH OF U. S.
 BK1315'HIGHWAY 190 AND PROPERTY OWNED BY MR. THOMAS BAYNE WHO LIVES AT THE
 BK1315'STATION.
 BK1315'
 BK1315'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 190 AND
 BK1315'U. S. HIGHWAY 171 IN RAGLEY, GO EAST ON HIGHWAY 190 FOR 3.5 MILES
 BK1315'TO A GRAVELED ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK FROM
 BK1315'HERE, CONTINUE EAST ON HIGHWAY 190 FOR 0.2 MILE TO THE MARK ON THE
 BK1315'RIGHT AS DESCRIBED.) TURN RIGHT AND GO SOUTH ON THE GRAVELED
 BK1315'ROAD CROSSING THE RAILROAD TRACKS FOR 0.05 MILE TO A FORK.  KEEP
 BK1315'RIGHT, PASS THROUGH A GATE AND GO SOUTH FOR ABOUT 50 YARDS TO THE
 BK1315'STATION ON THE LEFT AS DESCRIBED.
 BK1315'
 BK1315'THE STATION MARKS ARE STANDARD DISKS STAMPED BAYNE 2 1974.  THE
 BK1315'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BK1315'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 BK1315'48 INCHES BELOW THE GROUND.  THEY ARE 93 FEET NORTHWEST OF A METAL
 BK1315'WITNESS POST, 48 FEET EAST OF CENTER OF A GRAVELED ROAD, 48 FEET
 BK1315'WEST OF A WIRE FENCE AND 44 FEET NORTH OF A 16 INCH PINE TREE.
 BK1315'
 BK1315'REFERENCE MARK 3, STAMPED BAYNE 2 NO 3 1974, IS A STANDARD DISK
 BK1315'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 96 FEET
 BK1315'EAST OF CENTER OF THE GRAVELED ROAD, 58 FEET SOUTH OF THE TREE, 1
 BK1315'FOOT NORTH OF A NORTH GATE POST AND 1 FOOT SOUTH OF A METAL
 BK1315'WITNESS POST.
 BK1315'
 BK1315'REFERENCE MARK 4, STAMPED BAYNE 2 NO 4 1974, IS A STANDARD DISK SET
 BK1315'IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 BK1315'IT IS 135 FEET NORTHEAST OF THE TREE, 63 FEET EAST OF CENTER OF THE
 BK1315'ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF
 BK1315'THE FENCE.
 BK1315'
 BK1315'AZIMUTH MARK, STAMPED BAYNE 1963, IS A STANDARD AZIMUTH MARK DISK
 BK1315'SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 BK1315'IT IS 83 FEET SOUTH OF CENTER OF U. S. HIGHWAY 190, 48 FEET NORTH
 BK1315'OF THE NORTH RAIL OF RAILROAD TRACKS AND 2.5 FEET WEST OF A WOODEN
 BK1315'WITNESS POST WITH A SIGN ATTACHED.
 BK1315'
 BK1315'BAYNE, STAMPED BAYNE 1963, IS A STANDARD STATION MARK DISK SET IN A
 BK1315'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS ABOUT 15 FEET
 BK1315'NORTH OF THE EXTENDED LINE OF THE NORTH WALL OF THE MOST SOUTHERLY
 BK1315'BUILDING AT MR. BAYNES FARM AND 69 PACES EAST OF THE EAST END
 BK1315'OF AN UNPLOWED GRASSY DEPRESSION IN A FIELD.  THE UNDERGROUND DISK
 BK1315'IS SET IN AN IRREGULAR MASS OF CONCRETE, DEPTH UNKNOWN.
 BK1315'
 BK1315'BAYNE 2 WAS ESTABLISHED BEFORE BAYNE 1963 WAS RECOVERED.
 BK1315'
 BK1315'NEAREST TOWN--RAGLEY.
 BK1315'
 BK1315'HEIGHT OF LIGHT ABOVE STATION MARK 40.5 METERS.
 BK1315
 BK1315                          STATION RECOVERY (1974)
 BK1315
 BK1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK1315'7.5 MI SE FROM LONGVILLE.
 BK1315'LOCATED ABOUT 7 1/2 MILES SOUTHEAST OF LONGVILLE, 7 1/2 MILES WEST OF
 BK1315'REEVES, 3 1/2 MILES EAST OF RAGLEY, 0.1 MILE SOUTH OF U.S. HIGHWAY 190
 BK1315'AND PROPERTY OWNED BY MR. THOMAS BAYNE WHO LIVES AT THE STATION. IT IS
 BK1315'93 FEET NORTHWEST OF A METAL WITNESS POST, 48 FEET EAST OF CENTER OF A
 BK1315'GRAVELED ROAD, 48 FEET WEST OF A WIRE FENCE AND 44 FEET NORTH OF A 16
 BK1315'INCH PINE TREE.  THE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH
 BK1315'THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BK1315'U.S. HIGHWAY 171 IN RAGLEY, GO EAST ON HIGHWAY 190 FOR 3.5 MILES TO A
 BK1315'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED
 BK1315'ROAD CROSSING THE RAILROAD TRACKS FOR 0.05 MILE TO A FORK. KEEP RIGHT,
 BK1315'PASS THROUGH A GATE AND GO SOUTH FOR ABOUT 50 YARDS TO THE STATION ON
 BK1315'THE LEFT AS DESCRIBED.
 BK1315
 BK1315                          STATION RECOVERY (1984)
 BK1315
 BK1315'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1315'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  ABOUT
 BK1315'6.0 KM (3.7 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BK1315'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO A GRAVEL ROAD CROSSING THE
 BK1315'RAILROAD TRACKS, TURN RIGHT AND CONTINUE ABOUT 150 METERS (500 FEET)
 BK1315'TO THE MARK ON THE LEFT IN SECTION 27, T 6 S, R 8 W, 14.6 METERS (48
 BK1315'FEET) EAST OF THE CENTER OF THE GRAVEL ROAD, 14.6 METERS (48 FEET)
 BK1315'WEST OF A WIRE FENCE, 13.4 METERS (44 FEET) NORTH OF A 16 INCH PINE
 BK1315'TREE.
 BK1315'THE MARK IS 28.3 METERS  NW FROM A WITNESS POST.
 BK1315'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
 BK1315
 BK1315                          STATION RECOVERY (1987)
 BK1315
 BK1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BK1315'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK1315'THE STATION WAS RECOVERED IN GOOD CONDITION AND FOR GPS
 BK1315'OBSERVATIONS.
 BK1315'
 BK1315'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF LONGVILLE,
 BK1315'12 KM (7.5 MI) WEST OF REEVES, 5.6 KM (3.5 MI) EAST OF RAGLEY AND
 BK1315'0.2 KM (0.1 MI) SOUTH OF U.S. HIGHWAY 190.
 BK1315'OWNERSHIP--MR. W.F. HENRY JR., BOX 178, RAGLEY LA. PHONE
 BK1315'318-725-3670.
 BK1315'
 BK1315'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 171 AND 190 AND
 BK1315'STATE HIGHWAY 12 AT THE STATE HIGHWAY OVERPASS IN RAGLEY, GO EAST
 BK1315'HIGHWAY 190 FOR 5.9 KM (3.7 MI) TO A GRAVELED ROAD ON RIGHT.  TURN
 BK1315'RIGHT, SOUTH CROSSING THE RAILROAD TRACKS FOR 0.1 KM (0.05 MI) TO A
 BK1315'FORK AND FENCE WITH A CATTLE GUARD.  KEEP LEFT ON THE GRAVELED
 BK1315'DRIVE LEADING TO A HOUSE FOR 0.1 KM (0.05 MI) TO THE STATION ON
 BK1315'RIGHT IN THE GRASS AREA.
 BK1315'
 BK1315'THE STATION IS A STANDARD NGS DISK
 BK1315'STAMPED---BAYNE 2 1974---,
 BK1315'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1315'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK1315'24.54 METERS (80.5 FT) WEST FROM THE CENTER OF A GRAVELED ROAD,
 BK1315'29.05 METERS (95.3 FT) SOUTH FROM A WITNESS POST WITH SIGN,
 BK1315'13.7 METERS (45.0 FT) NORTH FROM A 50 CM IN DIAMETER PINE TREE,
 BK1315'9.3 METERS (30.5 FT) EAST FROM A WIRE FENCE LINE AND
 BK1315'0.79 METER (2.6 FT) SOUTH FROM A CARSONITE WITNESS POST.
 BK1315'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK1315'STAMPED---BAYNE 2 1974---,
 BK1315'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK1315'
 BK1315'DESCRIBED BY J.N. LEONHARDT, TYPED BY DEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1316 ***********************************************************************
 BK1316  DESIGNATION -  BAYNE 2 RM 3
 BK1316  PID         -  BK1316
 BK1316  STATE/COUNTY-  LA/BEAUREGARD
 BK1316  USGS QUAD   -  LONGVILLE (1994)
 BK1316
 BK1316                         *CURRENT SURVEY CONTROL
 BK1316  ___________________________________________________________________
 BK1316* NAD 83(1986)-  30 30 49.     (N)    093 10 15.     (W)     SCALED    
 BK1316* NAVD 88     -        25.718  (meters)      84.38   (feet)  ADJUSTED  
 BK1316  ___________________________________________________________________
 BK1316  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1316  DYNAMIC HT  -          25.684 (meters)      84.26  (feet)  COMP
 BK1316  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BK1316
 BK1316  VERT ORDER  -  SECOND    CLASS I
 BK1316
 BK1316.The horizontal coordinates were scaled from a topographic map and have
 BK1316.an estimated accuracy of +/- 6 seconds.
 BK1316
 BK1316.The orthometric height was determined by differential leveling
 BK1316.and adjusted by the National Geodetic Survey in February 1994..
 BK1316
 BK1316.The geoid height was determined by GEOID03.
 BK1316
 BK1316.The dynamic height is computed by dividing the NAVD 88
 BK1316.geopotential number by the normal gravity value computed on the
 BK1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1316.degrees latitude (g = 980.6199 gals.).
 BK1316
 BK1316.The modeled gravity was interpolated from observed gravity values.
 BK1316
 BK1316;                    North         East    Units  Estimated Accuracy
 BK1316;SPC LA S     -   224,610.      823,640.      MT  (+/- 180 meters Scaled)
 BK1316
 BK1316                          SUPERSEDED SURVEY CONTROL
 BK1316
 BK1316  NGVD 29 (??/??/??)   25.70   (m)           84.3    (f) RESET       3  
 BK1316
 BK1316.Superseded values are not recommended for survey control.
 BK1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1316.See file dsdata.txt to determine how the superseded data were derived.
 BK1316
 BK1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP836757(NAD 83)
 BK1316_MARKER: DR = REFERENCE MARK DISK
 BK1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1316_SP_SET: CONCRETE POST
 BK1316_STAMPING: BAYNE 2 NO 3 1974
 BK1316_MARK LOGO: NGS   
 BK1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1316+STABILITY: SURFACE MOTION
 BK1316
 BK1316  HISTORY     - Date     Condition        Report By
 BK1316  HISTORY     - 1974     MONUMENTED       NGS
 BK1316  HISTORY     - 1984     GOOD             LADTD
 BK1316
 BK1316                          STATION DESCRIPTION
 BK1316
 BK1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BK1316'7.5 MI SE FROM LONGVILLE.
 BK1316'LOCATED ABOUT 7 1/2 MILES SOUTHEAST OF LONGVILLE, 7 1/2 MILES WEST OF
 BK1316'REEVES, 3 1/2 MILES EAST OF RAGLEY, 0.1 MILE SOUTH OF U.S. HIGHWAY 190
 BK1316'AND PROPERTY OWNED BY MR. THOMAS BAYNE WHO LIVES AT THE STATION. IT IS
 BK1316'96 FEET EAST OF CENTER OF THE GRAVELED ROAD, 58 FEET SOUTH OF THE
 BK1316'TREE, 1 FOOT NORTH OF A NORTH GATE POST AND 1 FOOT SOUTH OF A METAL
 BK1316'WITNESS POST.  THE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 BK1316'GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BK1316'U.S. HIGHWAY 171 IN RAGLEY, GO EAST ON HIGHWAY 190 FOR 3.5 MILES TO A
 BK1316'GRAVELED ROAD ON THE RIGHT TURN RIGHT AND GO SOUTH ON THE GRAVELED
 BK1316'ROAD CROSSING THE RAILROAD TRACKS FOR 0.05 MILE TO A FORK. KEEP RIGHT,
 BK1316'PASS THROUGH A GATE AND GO SOUTH FOR ABOUT 50 YARDS TO THE STATION ON
 BK1316'THE LEFT AS DESCRIBED.
 BK1316
 BK1316                          STATION RECOVERY (1984)
 BK1316
 BK1316'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1316'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  6.0 KM
 BK1316'(3.7 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF U.S.
 BK1316'HIGHWAY 171 AND U.S. HIGHWAY 190 TO A GRAVEL ROAD CROSSING THE
 BK1316'RAILROAD TRACKS, TURN RIGHT AND CONTINUE ABOUT 150 METERS (500 FEET)
 BK1316'TO THE MARK ON THE LEFT IN SECTION 27, T 6 S, R 8 W, 29.3 METERS (96
 BK1316'FEET) EAST OF THE CENTER OF THE GRAVEL ROAD, 17.7 METERS (58 FEET)
 BK1316'SOUTH OF A 16 INCH PINE TREE, 0.3 METER (1 FOOT) NORTH OF A NORTH
 BK1316'GATE POST.
 BK1316'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BK1316'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1317 ***********************************************************************
 BK1317  DESIGNATION -  BAYNE 2 RM 4
 BK1317  PID         -  BK1317
 BK1317  STATE/COUNTY-  LA/BEAUREGARD
 BK1317  USGS QUAD   -  LONGVILLE (1994)
 BK1317
 BK1317                         *CURRENT SURVEY CONTROL
 BK1317  ___________________________________________________________________
 BK1317* NAD 83(1986)-  30 30 49.     (N)    093 10 15.     (W)     SCALED    
 BK1317* NAVD 88     -        25.178  (meters)      82.60   (feet)  ADJUSTED  
 BK1317  ___________________________________________________________________
 BK1317  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1317  DYNAMIC HT  -          25.145 (meters)      82.50  (feet)  COMP
 BK1317  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BK1317
 BK1317  VERT ORDER  -  SECOND    CLASS I
 BK1317
 BK1317.The horizontal coordinates were scaled from a topographic map and have
 BK1317.an estimated accuracy of +/- 6 seconds.
 BK1317
 BK1317.The orthometric height was determined by differential leveling
 BK1317.and adjusted by the National Geodetic Survey in February 1994..
 BK1317
 BK1317.The geoid height was determined by GEOID03.
 BK1317
 BK1317.The dynamic height is computed by dividing the NAVD 88
 BK1317.geopotential number by the normal gravity value computed on the
 BK1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1317.degrees latitude (g = 980.6199 gals.).
 BK1317
 BK1317.The modeled gravity was interpolated from observed gravity values.
 BK1317
 BK1317;                    North         East    Units  Estimated Accuracy
 BK1317;SPC LA S     -   224,610.      823,640.      MT  (+/- 180 meters Scaled)
 BK1317
 BK1317                          SUPERSEDED SURVEY CONTROL
 BK1317
 BK1317  NGVD 29 (??/??/??)   25.16   (m)           82.5    (f) RESET       3  
 BK1317
 BK1317.Superseded values are not recommended for survey control.
 BK1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1317.See file dsdata.txt to determine how the superseded data were derived.
 BK1317
 BK1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP836757(NAD 83)
 BK1317_MARKER: DR = REFERENCE MARK DISK
 BK1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1317_SP_SET: CONCRETE POST
 BK1317_STAMPING: BAYNE 2 NO 4 1974
 BK1317_MARK LOGO: NGS   
 BK1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1317+STABILITY: SURFACE MOTION
 BK1317
 BK1317  HISTORY     - Date     Condition        Report By
 BK1317  HISTORY     - 1974     MONUMENTED       NGS
 BK1317  HISTORY     - 1984     GOOD             LADTD
 BK1317
 BK1317                          STATION DESCRIPTION
 BK1317
 BK1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BK1317'7.5 MI SE FROM LONGVILLE.
 BK1317'LOCATED ABOUT 7 1/2 MILES SOUTHEAST OF LONGVILLE, 7 1/2 MILES WEST OF
 BK1317'REEVES, 3 1/2 MILES EAST OF RAGLEY, 0.1 MILE SOUTH OF U.S. HIGHWAY 190
 BK1317'AND PROPERTY OWNED BY MR. THOMAS BAYNE WHO LIVES AT THE STATION. IT IS
 BK1317'135 FEET NORTHEAST OF THE TREE, 63 FEET EAST OF CENTER OF THE ROAD,
 BK1317'1.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 BK1317'THE DISK IS SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 BK1317'GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BK1317'U.S. HIGHWAY 171 IN RAGLEY, GO EAST ON HIGHWAY 190 FOR 3.5 MILES TO A
 BK1317'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED
 BK1317'ROAD CROSSING THE RAILROAD TRACKS FOR 0.05 MILE TO A FORK. KEEP RIGHT,
 BK1317'PASS THROUGH A GATE AND GO SOUTH FOR ABOUT 50 YARDS TO THE STATION ON
 BK1317'THE LEFT AS DESCRIBED.
 BK1317
 BK1317                          STATION RECOVERY (1984)
 BK1317
 BK1317'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1317'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  6.0 KM
 BK1317'(3.7 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF U.S.
 BK1317'HIGHWAY 171 AND U.S. HIGHWAY 190 TO A GRAVEL ROAD CROSSING THE
 BK1317'RAILROAD TRACKS, TURN RIGHT AND CONTINUE ABOUT 150 METERS (500 FEET)
 BK1317'TO THE MARK ON THE LEFT IN SECTION 27, T 6 S, R 8 W, 41.3 METERS (135
 BK1317'FEET NORTHEAST OF A 16 INCH PINE TREE, 19.2 METERS (63 FEET) EAST OF
 BK1317'THE CENTER OF THE GRAVEL ROAD, 0.3 METER (1 FOOT) WEST OF A FENCE.
 BK1317'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 BK1317'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2602 ***********************************************************************
 BK2602  DESIGNATION -  BAYNE AZ MK
 BK2602  PID         -  BK2602
 BK2602  STATE/COUNTY-  LA/BEAUREGARD
 BK2602  USGS QUAD   -  LONGVILLE (1994)
 BK2602
 BK2602                         *CURRENT SURVEY CONTROL
 BK2602  ___________________________________________________________________
 BK2602* NAD 83(1986)-  30 30 54.     (N)    093 10 05.     (W)     SCALED    
 BK2602* NAVD 88     -        25.872  (meters)      84.88   (feet)  ADJUSTED  
 BK2602  ___________________________________________________________________
 BK2602  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2602  DYNAMIC HT  -          25.838 (meters)      84.77  (feet)  COMP
 BK2602  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BK2602
 BK2602  VERT ORDER  -  SECOND    CLASS I
 BK2602
 BK2602.The horizontal coordinates were scaled from a topographic map and have
 BK2602.an estimated accuracy of +/- 6 seconds.
 BK2602
 BK2602.The orthometric height was determined by differential leveling
 BK2602.and adjusted by the National Geodetic Survey in February 1994..
 BK2602
 BK2602.The geoid height was determined by GEOID03.
 BK2602
 BK2602.The dynamic height is computed by dividing the NAVD 88
 BK2602.geopotential number by the normal gravity value computed on the
 BK2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2602.degrees latitude (g = 980.6199 gals.).
 BK2602
 BK2602.The modeled gravity was interpolated from observed gravity values.
 BK2602
 BK2602;                    North         East    Units  Estimated Accuracy
 BK2602;SPC LA S     -   224,760.      823,910.      MT  (+/- 180 meters Scaled)
 BK2602
 BK2602                          SUPERSEDED SURVEY CONTROL
 BK2602
 BK2602.No superseded survey control is available for this station.
 BK2602
 BK2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP838758(NAD 83)
 BK2602_MARKER: DZ = AZIMUTH MARK DISK
 BK2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2602_SP_SET: CONCRETE POST
 BK2602_STAMPING: BAYNE 1963
 BK2602_MARK LOGO: CGS   
 BK2602_PROJECTION: PROJECTING 5 CENTIMETERS
 BK2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2602+STABILITY: SURFACE MOTION
 BK2602
 BK2602  HISTORY     - Date     Condition        Report By
 BK2602  HISTORY     - 1963     MONUMENTED       CGS
 BK2602  HISTORY     - 1984     GOOD             LADTD
 BK2602
 BK2602                          STATION DESCRIPTION
 BK2602
 BK2602'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2602'6.3 KM (3.9 MI) EAST FROM RAGLEY.
 BK2602'ABOUT 6.3 KM (3.9 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE
 BK2602'JUNCTION OF U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON
 BK2602'THE RIGHT IN SECTION 27, T 6 S, R 8 W, 25.3 METERS (83 FEET) SOUTH OF
 BK2602'THE CENTER- LINE OF THE HIGHWAY, 14.6 METERS (48 FEET) NORTH OF THE
 BK2602'NORTH RAIL OF THE RAILROAD TRACKS.
 BK2602'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 BK2602'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2572 ***********************************************************************
 AU2572  DESIGNATION -  BAYOU
 AU2572  PID         -  AU2572
 AU2572  STATE/COUNTY-  LA/ST MARY
 AU2572  USGS QUAD   -  MARONE POINT (1994)
 AU2572
 AU2572                         *CURRENT SURVEY CONTROL
 AU2572  ___________________________________________________________________
 AU2572* NAD 83(1992)-  29 38 23.14903(N)    091 38 11.40898(W)     ADJUSTED  
 AU2572* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2572  **This station is located in a subsidence area (see below).
 AU2572  ___________________________________________________________________
 AU2572  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU2572  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AU2572
 AU2572  HORZ ORDER  -  SECOND
 AU2572
 AU2572.The horizontal coordinates were established by classical geodetic methods
 AU2572.and adjusted by the National Geodetic Survey in January 1993..
 AU2572
 AU2572 ** The orthometric height has not been validated since last determined
 AU2572 ** by differential leveling and should not be used for control purposes.
 AU2572 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2572 ** area with valid NAVD 88 orthometric heights.
 AU2572 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2572 ** epoch indicated which incorporates improved geoid heights for the
 AU2572 ** Southern Louisiana Subsidence area.
 AU2572 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2572.The orthometric height was scaled from a topographic map.
 AU2572
 AU2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2572
 AU2572.The geoid height was determined by GEOID03.
 AU2572
 AU2572;                    North         East     Units Scale Factor Converg.
 AU2572;SPC LA S     -   126,375.955   970,644.900   MT  0.99994548   -0 09 05.7
 AU2572;SPC LA S     -   414,618.45  3,184,524.14   sFT  0.99994548   -0 09 05.7
 AU2572;UTM  15      - 3,279,646.089   631,984.952   MT  0.99981494   +0 40 27.9
 AU2572
 AU2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2572!SPC LA S     -   1.00000387  x   0.99994548  =   0.99994935
 AU2572!UTM  15      -   1.00000387  x   0.99981494  =   0.99981881
 AU2572
 AU2572:                Primary Azimuth Mark                     Grid Az
 AU2572:SPC LA S     -  SOUTH BEND                               095 10 54.3
 AU2572:UTM  15      -  SOUTH BEND                               094 21 20.7
 AU2572
 AU2572|---------------------------------------------------------------------|
 AU2572| PID    Reference Object                     Distance      Geod. Az  |
 AU2572|                                                           dddmmss.s |
 AU2572| AU1811 SOUTH BEND                          APPROX. 9.8 KM 0950148.6 |
 AU2572| CV8715 BAYOU RM 1                           24.277 METERS 26054     |
 AU2572| CV8716 BAYOU RM 2                           23.853 METERS 34701     |
 AU2572|---------------------------------------------------------------------|
 AU2572
 AU2572                          SUPERSEDED SURVEY CONTROL
 AU2572
 AU2572  NAD 83(1986)-  29 38 23.17201(N)    091 38 11.40449(W) AD(       ) 2
 AU2572  NAD 27      -  29 38 22.41300(N)    091 38 10.99200(W) AD(       ) 2
 AU2572
 AU2572.Superseded values are not recommended for survey control.
 AU2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2572.See file dsdata.txt to determine how the superseded data were derived.
 AU2572
 AU2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3198579646(NAD 83)
 AU2572_MARKER: DS = TRIANGULATION STATION DISK
 AU2572_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2572_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2572
 AU2572  HISTORY     - Date     Condition        Report By
 AU2572  HISTORY     - 1933     MONUMENTED       CGS
 AU2572  HISTORY     - 1948     GOOD             CGS
 AU2572  HISTORY     - 1948     GOOD             SUNOCO
 AU2572  HISTORY     - 1955     GOOD             CGS
 AU2572  HISTORY     - 1960     GOOD             CGS
 AU2572  HISTORY     - 1966     GOOD             CGS
 AU2572  HISTORY     - 1979     GOOD             NGS
 AU2572
 AU2572                          STATION DESCRIPTION
 AU2572
 AU2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2572'STATION IS ON THE E SIDE OF THE WEST COTE BLANCHE BAY, 375
 AU2572'METERS (1,230 FEET) SE OF THE INTERSECTION OF THE SHORE OF
 AU2572'THE BAY AND OF A BAYOU (THE FIRST ONE N OF POINT MARONE),
 AU2572'125 METERS (410 FEET) SW OF THE SHORE OF THE BAYOU, 110
 AU2572'METERS (360 FEET) W OF A SMALL BAYOU LEADING S FROM THE
 AU2572'MAIN BAYOU, AND IN BOGGY MARSH.
 AU2572'
 AU2572'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 AU2572'CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED
 AU2572'BY MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2572'DRIVEN INTO THE MARSH.
 AU2572'
 AU2572'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 AU2572'SQUARE BLOCK OR POST OF CONCRETE AND IN THE MARSH AND 24.277 METERS
 AU2572'(79.65 FEET) FROM THE STATION S 80 DEG 54 MIN W.
 AU2572'
 AU2572'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 AU2572'SET IN A SQUARE BLOCK OR POST OF CONCRETE AND IS IN THE
 AU2572'MARSH AND 23.853 METERS (78.26 FEET) FROM THE STATION
 AU2572'N 12 DEG 59 MIN W.  THIS STATION IS IN VERY SOFT MARSH,
 AU2572'PROBABLY WILL NOT LAST LONG, AND CAN BE REACHED ONLY BY BOAT.
 AU2572
 AU2572                          STATION RECOVERY (1948)
 AU2572
 AU2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2572'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  THE
 AU2572'STATION MONUMENT HAS BEEN TILTED SLIGHTLY AND IS LOOSE.
 AU2572'
 AU2572'BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND ARE
 AU2572'IN GOOD CONDITION.
 AU2572'
 AU2572'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 32.66 METERS.
 AU2572
 AU2572                          STATION RECOVERY (1948)
 AU2572
 AU2572'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2572'STATION RECOVERED FROM ORIGINAL DESCRIPTION.  THE STATION IS
 AU2572'IN A VERY SOFT MARSH, AND THE STATION WAS FOUND TO BE LEANING
 AU2572'SLIGHTLY.
 AU2572
 AU2572                          STATION RECOVERY (1955)
 AU2572
 AU2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2572'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION,
 AU2572'EXCEPT THAT THE STATION MARK IS LEANING SLIGHTLY.  ORIGINAL
 AU2572'DESCRIPTION WITH THE 1948 ADDITION ADEQUATE AND COMPLETE.
 AU2572
 AU2572                          STATION RECOVERY (1960)
 AU2572
 AU2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2572'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  THE STATION
 AU2572'MARK IS LEANING SLIGHTLY.  ORIGINAL DESCRIPTION AND 1948
 AU2572'RECOVERY NOTE ADDITIONS ARE ADEQUATE.
 AU2572
 AU2572                          STATION RECOVERY (1966)
 AU2572
 AU2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2572'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2572'CONDITION.  THE STATION MARK STILL LEANS SLIGHTLY AS MENTIONED
 AU2572'IN THE 1955 RECOVERY NOTE BY R.A.G.  THE STATION AND REFERENCE
 AU2572'MARK 1 PROJECT 8 INCHES AND REFERENCE MARK 2 IS FLUSH WITH
 AU2572'THE MARSH.  A METAL WITNESS POST WAS SET AT THE STATION
 AU2572'AND THERE IS A 15 FOOT WOOD STAND IN PLACE OVER THE MARK.
 AU2572'ORIGINAL DESCRIPTION WITH THE 1948 RECOVERY NOTE IS ADEQUATE
 AU2572'AND COMPLETE.
 AU2572
 AU2572                          STATION RECOVERY (1979)
 AU2572
 AU2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2572'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AU2572'MARKS 1 AND 2 WERE SEARCHED FOR BUT WERE NOT FOUND.  REFERENCE
 AU2572'MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 AU2572'
 AU2572'THE STATION IS LOCATED ABOUT 26 MILES SOUTHEAST OF NEW IBERIA.
 AU2572'13 MILES SOUTHWEST OF FRANKLIN, AND ON THE EAST SIDE OF
 AU2572'WEST COTE BLANCHE BAY.
 AU2572'
 AU2572'THE DISTANCE TO REFERENCE MARK 3 IS 87.95 FEET, TO REFERENCE MARK
 AU2572'4 IS 105.10 FEET, AND BETWEEN REFERENCE MARKS 3 AND 4 IS 116.63
 AU2572'FEET.  THE ANGLE BETWEEN REFERENCE MARKS 3 AND 4 IS 73 DEGREES, 45
 AU2572'MINUTES, AND 47.35 SECONDS.
 AU2572'
 AU2572'THE STATION WAS REACHED
 AU2572'BY HELICOPTER FROM THE AIRPORT IN NEW IBERIA.
 AU2572'
 AU2572'THE STATION IS A STANDARD CGS DISK
 AU2572'STAMPED---BAYOU 1933---,
 AU2572'SET INTO A TILE PIPE IN CONCRETE FIXED TO A WOODEN PILE
 AU2572'DRIVEN INTO THE MARSH.
 AU2572'IT IS LOCATED
 AU2572'1230 FEET SOUTHEAST FROM THE INTERSECTION OF THE BAY
 AU2572'AND A BAYOU NORTH,
 AU2572'410 FEET SOUTHWEST FROM THE SHORELINE OF THE MAIN BAYOU,
 AU2572'360 FEET WEST FROM A SMALL BAYOU LEADING SOUTH FROM THE MAIN
 AU2572'BAYOU IN MARSH, AND
 AU2572'6 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN
 AU2572'ATTACHED.
 AU2572'
 AU2572'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AU2572'STAMPED---BAYOU 1933 RM 3 1979---,
 AU2572'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 AU2572'DRIVEN INTO THE GROUND 15 FEET, PROJECTING 60 CM ABOVE
 AU2572'THE GROUND, AND ENCASED BY A 5-INCH WHITE PVC PIPE.
 AU2572'MARK IS LEVEL WITH STATION.
 AU2572'
 AU2572'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 AU2572'STAMPED---BAYOU 1933 NO 4 1979---,
 AU2572'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.6 METERS
 AU2572'LARGEST DIMENSION.
 AU2572'MARK IS LEVEL WITH STATION.
 AU2572'
 AU2572'THE STATION WAS POSITION BY THE INERTIAL SURVEY SYSTEM AT THIS
 AU2572'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3063 ***********************************************************************
 AU3063  DESIGNATION -  BAYOU
 AU3063  PID         -  AU3063
 AU3063  STATE/COUNTY-  LA/TERREBONNE
 AU3063  USGS QUAD   -  DOG LAKE (1994)
 AU3063
 AU3063                         *CURRENT SURVEY CONTROL
 AU3063  ___________________________________________________________________
 AU3063* NAD 83(1992)-  29 10 16.01800(N)    090 50 26.16241(W)     ADJUSTED  
 AU3063* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3063  ___________________________________________________________________
 AU3063  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU3063  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AU3063
 AU3063  HORZ ORDER  -  SECOND
 AU3063
 AU3063.The horizontal coordinates were established by classical geodetic methods
 AU3063.and adjusted by the National Geodetic Survey in January 1993..
 AU3063
 AU3063.The orthometric height was scaled from a topographic map.
 AU3063
 AU3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3063
 AU3063.The geoid height was determined by GEOID03.
 AU3063
 AU3063;                    North         East     Units Scale Factor Converg.
 AU3063;SPC LA S     -    74,495.054 1,047,933.325   MT  1.00002978   +0 14 46.9
 AU3063;SPC LA S     -   244,405.86  3,438,094.58   sFT  1.00002978   +0 14 46.9
 AU3063;UTM  15      - 3,228,873.547   710,004.295   MT  1.00014423   +1 03 10.5
 AU3063
 AU3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3063!SPC LA S     -   1.00000383  x   1.00002978  =   1.00003361
 AU3063!UTM  15      -   1.00000383  x   1.00014423  =   1.00014806
 AU3063
 AU3063|---------------------------------------------------------------------|
 AU3063| PID    Reference Object                     Distance      Geod. Az  |
 AU3063|                                                           dddmmss.s |
 AU3063| DD6322 BAYOU RM 1                           19.060 METERS 00257     |
 AU3063| AU3068 PELICAN                             APPROX. 7.5 KM 1815745.3 |
 AU3063| DD6323 BAYOU RM 2                           20.270 METERS 27124     |
 AU3063|---------------------------------------------------------------------|
 AU3063
 AU3063                          SUPERSEDED SURVEY CONTROL
 AU3063
 AU3063  NAD 83(1986)-  29 10 16.04006(N)    090 50 26.17182(W) AD(       ) 2
 AU3063  NAD 27      -  29 10 15.22700(N)    090 50 25.82800(W) AD(       ) 2
 AU3063
 AU3063.Superseded values are not recommended for survey control.
 AU3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3063.See file dsdata.txt to determine how the superseded data were derived.
 AU3063
 AU3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1000428874(NAD 83)
 AU3063_MARKER: DS = TRIANGULATION STATION DISK
 AU3063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3063_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3063
 AU3063  HISTORY     - Date     Condition        Report By
 AU3063  HISTORY     - 1928     MONUMENTED       CGS
 AU3063  HISTORY     - 1952     GOOD             CGS
 AU3063  HISTORY     - 1965     GOOD             CGS
 AU3063
 AU3063                          STATION DESCRIPTION
 AU3063
 AU3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3063'STATION IS ABOUT 18 MILES E OF OYSTER BAYOU, ABOUT 5 MILES
 AU3063'UP BAYOU LES ILLES, AT THE ENTRANCE OF A SMALL BAYOU AT THE
 AU3063'NE PART OF DOG LAKE, AND ABOUT 200 YARDS NW OF A HOUSE ON LAKE
 AU3063'SHORE.
 AU3063'
 AU3063'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3063'SET IN CONCRETE IN THE TOP OF TILES.
 AU3063'
 AU3063'REFERENCE MARK NO. 1 IS 19.06 METERS (62.5 FEET) FROM THE
 AU3063'STATION N 02 DEG 57 MIN E.
 AU3063'
 AU3063'REFERENCE MARK NO. 2 IS 20.27 METERS (66.5 FEET) FROM THE
 AU3063'STATION N 88 DEG 36 MIN W.
 AU3063
 AU3063                          STATION RECOVERY (1952)
 AU3063
 AU3063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3063'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3063'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3063'
 AU3063'STATION IS LOCATED AT THE MOUTH OF A SMALL BAYOU AT THE NE
 AU3063'PART OF DOG LAKE, ABOUT 1100 FT. N-NW OF A HOUSE ON A SHELL
 AU3063'POINT, ON THE SW SIDE OF A POINT ON THE NW SIDE OF THE MOUTH
 AU3063'OF THE BAYOU, AND 3 FT. N OF A 4- BY 4-IN. WOODEN WITNESS
 AU3063'POST.  THE APPARENT SHORELINE IS 30 FT.
 AU3063'IT IS A STANDARD DISK, STAMPED BAYOU 1928 AND
 AU3063'SET IN THE TOP OF A 10-IN. CONCRETE MONUMENT PROJECTING
 AU3063'3 IN. ABOVE THE GROUND.  AT THE TIME THE STATION WAS VISITED,
 AU3063'THERE WAS AN 18-FT. STAND IN PLACE OVER THE STATION.
 AU3063'
 AU3063'REFERENCE MARK 1 IS 19.06 M. (62.5 FT.) FROM THE STATION.
 AU3063'IT IS A STANDARD DISK, STAMPED BAYOU NO 1 1928 AND SET IN
 AU3063'THE TOP OF A 10-IN. CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU3063'
 AU3063'REFERENCE MARK 2 IS 20.27 M. (66.5 FT.) FROM THE STATION.
 AU3063'IT IS A STANDARD DISK, STAMPED BAYOU NO 2 1928 AND SET IN THE
 AU3063'TOP OF A 10-IN. CONCRETE MONUMENT PROJECTING 6 IN. ABOVE
 AU3063'THE GROUND.
 AU3063
 AU3063                          STATION RECOVERY (1965)
 AU3063
 AU3063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3063'THE STATION MARK WAS RECOVERED IN FAIR CONDITION, BUT IT
 AU3063'IS ONLY 8 FEET FROM THE WATER LINE AND ABOUT THE SAME ELEVATION
 AU3063'AS THE WATER.  THE STATION SHOULD BE MOVED INLAND AND ROD
 AU3063'MARKS SET.
 AU3063'
 AU3063'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AU3063'
 AU3063'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6172 ***********************************************************************
 AH6172  DESIGNATION -  BAYOU BEND
 AH6172  PID         -  AH6172
 AH6172  STATE/COUNTY-  LA/TERREBONNE
 AH6172  USGS QUAD   -  SAVOIE (1980)
 AH6172
 AH6172                         *CURRENT SURVEY CONTROL
 AH6172  ___________________________________________________________________
 AH6172* NAD 83(1992)-  29 39 49.43091(N)    090 42 17.96951(W)     ADJUSTED  
 AH6172* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6172  **This station is located in a subsidence area (see below).
 AH6172  ___________________________________________________________________
 AH6172  X           -     -68,248.199 (meters)                     COMP
 AH6172  Y           -  -5,546,359.408 (meters)                     COMP
 AH6172  Z           -   3,138,026.376 (meters)                     COMP
 AH6172  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6172  ELLIP HEIGHT-         -23.21  (meters)          (02/21/02) GPS OBS
 AH6172  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AH6172
 AH6172  HORZ ORDER  -  FIRST
 AH6172  ELLP ORDER  -  FIFTH     CLASS I
 AH6172
 AH6172.The horizontal coordinates were established by GPS observations
 AH6172.and adjusted by the National Geodetic Survey in December 1998..
 AH6172
 AH6172 ** The orthometric height has not been validated since last determined
 AH6172 ** by differential leveling and should not be used for control purposes.
 AH6172 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6172 ** area with valid NAVD 88 orthometric heights.
 AH6172 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6172 ** epoch indicated which incorporates improved geoid heights for the
 AH6172 ** Southern Louisiana Subsidence area.
 AH6172 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6172.The orthometric height was determined by GPS observations and a
 AH6172.high-resolution geoid model.
 AH6172
 AH6172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6172
 AH6172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6172
 AH6172.The ellipsoidal height was determined by GPS observations
 AH6172.and is referenced to NAD 83.
 AH6172
 AH6172.The geoid height was determined by GEOID03.
 AH6172
 AH6172;                    North         East     Units Scale Factor Converg.
 AH6172;SPC LA S     -   129,160.424 1,060,825.940   MT  0.99994295   +0 18 51.0
 AH6172;SPC LA S     -   423,753.82  3,480,393.10   sFT  0.99994295   +0 18 51.0
 AH6172;UTM  15      - 3,283,727.342   722,121.222   MT  1.00020880   +1 08 10.6
 AH6172
 AH6172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6172!SPC LA S     -   1.00000365  x   0.99994295  =   0.99994660
 AH6172!UTM  15      -   1.00000365  x   1.00020880  =   1.00021245
 AH6172
 AH6172                          SUPERSEDED SURVEY CONTROL
 AH6172
 AH6172  ELLIP H (12/17/98)  -23.16   (m)                       GP(       ) 4 2
 AH6172
 AH6172.Superseded values are not recommended for survey control.
 AH6172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6172.See file dsdata.txt to determine how the superseded data were derived.
 AH6172
 AH6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2212183727(NAD 83)
 AH6172_MARKER: I = METAL ROD
 AH6172_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6172_STAMPING: BAYOU BEND
 AH6172_MARK LOGO: LA-109
 AH6172_PROJECTION: RECESSED 10 CENTIMETERS
 AH6172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6172+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6172_ROD/PIPE-DEPTH: 18.3 meters
 AH6172_SLEEVE-DEPTH  :  0.9 meters
 AH6172
 AH6172  HISTORY     - Date     Condition        Report By
 AH6172  HISTORY     - 1995     MONUMENTED       MPHI
 AH6172
 AH6172                          STATION DESCRIPTION
 AH6172
 AH6172'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6172'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6172'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6172'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6172'AND TRAVEL NORTHERLY FOR 1.65 MI (2.66 KM) TO THE STATION ON THE
 AH6172'RIGHT.  THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND.
 AH6172'THE STATION IS 32.80 FT (10.00 M) NORTHEAST FROM THE CENTERLINE OF HWY
 AH6172'316, 16.10 FT (4.91 M) SOUTHEAST FROM THE CENTERLINE OF BAYOU BEND
 AH6172'DRIVE, 36.70 FT (11.19 M) SOUTHEAST FROM THE POWER POLE, 38.80 FT
 AH6172'(11.83 M) SOUTHEAST FROM THE TELEPHONE PED. NO.31, AND 61.10 FT (18.62
 AH6172'M) WEST FROM THE SOUTHWEST CORNER OF THE BEIGE WOODFRAME HOUSE
 AH6172'(NO.2348)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3246 ***********************************************************************
 AU3246  DESIGNATION -  BAYOU BEOUF LOCKS
 AU3246  PID         -  AU3246
 AU3246  STATE/COUNTY-  LA/TERREBONNE
 AU3246  USGS QUAD   -  MORGAN CITY (1994)
 AU3246
 AU3246                         *CURRENT SURVEY CONTROL
 AU3246  ___________________________________________________________________
 AU3246* NAD 83(1992)-  29 41 01.09916(N)    091 10 27.29829(W)     ADJUSTED  
 AU3246* NAVD 88     -         2.0  **(meters)       7.   **(feet)  VERTCON   
 AU3246  **This station is located in a subsidence area (see below).
 AU3246  ___________________________________________________________________
 AU3246  X           -    -113,648.224 (meters)                     COMP
 AU3246  Y           -  -5,544,521.620 (meters)                     COMP
 AU3246  Z           -   3,139,943.365 (meters)                     COMP
 AU3246  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3246  ELLIP HEIGHT-         -23.89  (meters)          (07/18/02) GPS OBS
 AU3246  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU3246
 AU3246  HORZ ORDER  -  FIRST
 AU3246  ELLP ORDER  -  FOURTH    CLASS II
 AU3246
 AU3246.The horizontal coordinates were established by GPS observations
 AU3246.and adjusted by the National Geodetic Survey in January 1993..
 AU3246
 AU3246 ** The orthometric height has not been validated since last determined
 AU3246 ** by differential leveling and should not be used for control purposes.
 AU3246 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3246 ** area with valid NAVD 88 orthometric heights.
 AU3246 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3246 ** epoch indicated which incorporates improved geoid heights for the
 AU3246 ** Southern Louisiana Subsidence area.
 AU3246 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3246
 AU3246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3246
 AU3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3246
 AU3246.The ellipsoidal height was determined by GPS observations
 AU3246.and is referenced to NAD 83.
 AU3246
 AU3246.The geoid height was determined by GEOID03.
 AU3246
 AU3246;                    North         East     Units Scale Factor Converg.
 AU3246;SPC LA S     -   131,210.940 1,015,396.943   MT  0.99994097   +0 04 46.4
 AU3246;SPC LA S     -   430,481.23  3,331,348.14   sFT  0.99994097   +0 04 46.4
 AU3246;UTM  15      - 3,285,124.951   676,660.594   MT  0.99998508   +0 54 15.7
 AU3246
 AU3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3246!SPC LA S     -   1.00000375  x   0.99994097  =   0.99994472
 AU3246!UTM  15      -   1.00000375  x   0.99998508  =   0.99998883
 AU3246
 AU3246                          SUPERSEDED SURVEY CONTROL
 AU3246
 AU3246  ELLIP H (01/21/93)  -23.81   (m)                       GP(       ) 4 2
 AU3246  NAD 83(1986)-  29 41 01.12144(N)    091 10 27.29486(W) AD(       ) 1
 AU3246  NGVD 29 (04/21/89)    2.0    (m)            7.     (f) GPS OBS        
 AU3246
 AU3246.Superseded values are not recommended for survey control.
 AU3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3246.See file dsdata.txt to determine how the superseded data were derived.
 AU3246
 AU3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7666185125(NAD 83)
 AU3246_MARKER: I = METAL ROD
 AU3246_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3246_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3246+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3246
 AU3246  HISTORY     - Date     Condition        Report By
 AU3246  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3246
 AU3246                          STATION DESCRIPTION
 AU3246
 AU3246'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3246'THE STATION IS LOCATED ON US ARMY CORPS OF ENGINEERS PROPERTY ON THE
 AU3246'SOUTHERN EDGE OF MORGAN CITY LOUISIANA, NEAR BAYOU BEOUF LOCK.
 AU3246'
 AU3246'TO REACH THE STATION FROM US ROUTE 90 AND MYRTLE STREET IN MORGAN
 AU3246'CITY, GO SOUTH ON MYRTLE STREET FOR 0.4 MILE TO YOUNGS ROAD, LEFT ON
 AU3246'YOUNGS ROAD FOR 1.2 MILES, PAST BERWICK BAYOU OIL COMPANY AND THE
 AU3246'MORGAN CITY WATER TREATMENT PLANT, CONTINUE ON ROCK ROAD, KEEPING LEFT
 AU3246'AT BOTH Y S TO A FENCE AND GATE AROUND CORPS OF ENGINEERS PROPERTY.
 AU3246'GO PAST THE GATE FOR 0.1 MILE TO STATION ON THE RIGHT, IN AN OPEN
 AU3246'GRASS LOT, JUST NORTH OF BAYOU BEOUF LOCK.
 AU3246'
 AU3246'THE STATION IS A 9/16 INCH STEEL ROD DRIVEN INTO THE GROUND WITH A
 AU3246'PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND THE STEEL ROD.  THE
 AU3246'PVC PIPE IS SET IN AN IRREGULAR MASS OF CONCRETE. STATION IS 70.3
 AU3246'FEET WEST OF A POWER POLE, 1.5 FEET NORTH OF THE EDGE OF A SMALL
 AU3246'DITCH, 93.4 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD ALONG THE TOP OF
 AU3246'THE LEVY, 2.5 FEET EAST OF ANOTHER STEEL ROD IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1137 ***********************************************************************
 AT1137  DESIGNATION -  BAYOU COOK LIGHT
 AT1137  PID         -  AT1137
 AT1137  STATE/COUNTY-  LA/PLAQUEMINES
 AT1137  USGS QUAD   -  BASTIAN BAY (1993)
 AT1137
 AT1137                         *CURRENT SURVEY CONTROL
 AT1137  ___________________________________________________________________
 AT1137* NAD 83(1992)-  29 19 28.93273(N)    089 38 50.05496(W)     ADJUSTED  
 AT1137* NAVD 88     -                                                        
 AT1137  **This station is located in a subsidence area (see below).
 AT1137  ___________________________________________________________________
 AT1137  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AT1137  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AT1137
 AT1137  HORZ ORDER  -  THIRD
 AT1137
 AT1137.The horizontal coordinates were established by classical geodetic methods
 AT1137.and adjusted by the National Geodetic Survey in January 1993..
 AT1137
 AT1137 ** The orthometric height has not been validated since last determined
 AT1137 ** by differential leveling and should not be used for control purposes.
 AT1137 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1137 ** area with valid NAVD 88 orthometric heights.
 AT1137 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1137 ** epoch indicated which incorporates improved geoid heights for the
 AT1137 ** Southern Louisiana Subsidence area.
 AT1137 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1137
 AT1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1137
 AT1137.The geoid height was determined by GEOID03.
 AT1137
 AT1137;                    North         East     Units Scale Factor Converg.
 AT1137;SPC LA S     -    92,620.700 1,163,768.503   MT  0.99999486   +0 50 35.0
 AT1137;SPC LA S     -   303,873.08  3,818,130.50   sFT  0.99999486   +0 50 35.0
 AT1137;UTM  16      - 3,246,870.805   242,921.265   MT  1.00041558   -1 17 50.0
 AT1137
 AT1137                          SUPERSEDED SURVEY CONTROL
 AT1137
 AT1137  NAD 83(1986)-  29 19 28.94190(N)    089 38 50.06368(W) AD(       ) 4
 AT1137  NAD 27      -  29 19 28.15100(N)    089 38 49.83300(W) AD(       ) 3
 AT1137
 AT1137.Superseded values are not recommended for survey control.
 AT1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1137.See file dsdata.txt to determine how the superseded data were derived.
 AT1137
 AT1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4292146871(NAD 83)
 AT1137_MARKER: 14 = NAVIGATION LIGHT
 AT1137
 AT1137  HISTORY     - Date     Condition        Report By
 AT1137  HISTORY     - 1927     FIRST OBSERVED   CGS
 AT1137
 AT1137                          STATION DESCRIPTION
 AT1137
 AT1137'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1142 ***********************************************************************
 AT1142  DESIGNATION -  BAYOU COOK NORTH ENTRANCE LT
 AT1142  PID         -  AT1142
 AT1142  STATE/COUNTY-  LA/PLAQUEMINES
 AT1142  USGS QUAD   -  BASTIAN BAY (1993)
 AT1142
 AT1142                         *CURRENT SURVEY CONTROL
 AT1142  ___________________________________________________________________
 AT1142* NAD 83(1992)-  29 21 33.02755(N)    089 37 43.95297(W)     ADJUSTED  
 AT1142* NAVD 88     -                                                        
 AT1142  **This station is located in a subsidence area (see below).
 AT1142  ___________________________________________________________________
 AT1142  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AT1142  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AT1142
 AT1142  HORZ ORDER  -  THIRD
 AT1142
 AT1142.The horizontal coordinates were established by classical geodetic methods
 AT1142.and adjusted by the National Geodetic Survey in January 1993..
 AT1142
 AT1142 ** The orthometric height has not been validated since last determined
 AT1142 ** by differential leveling and should not be used for control purposes.
 AT1142 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1142 ** area with valid NAVD 88 orthometric heights.
 AT1142 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1142 ** epoch indicated which incorporates improved geoid heights for the
 AT1142 ** Southern Louisiana Subsidence area.
 AT1142 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1142
 AT1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1142
 AT1142.The geoid height was determined by GEOID03.
 AT1142
 AT1142;                    North         East     Units Scale Factor Converg.
 AT1142;SPC LA S     -    96,467.420 1,165,494.989   MT  0.99998800   +0 51 08.1
 AT1142;SPC LA S     -   316,493.53  3,823,794.81   sFT  0.99998800   +0 51 08.1
 AT1142;UTM  16      - 3,250,651.919   244,791.040   MT  1.00040375   -1 17 22.5
 AT1142
 AT1142                          SUPERSEDED SURVEY CONTROL
 AT1142
 AT1142  NAD 83(1986)-  29 21 33.03662(N)    089 37 43.96110(W) AD(       ) 4
 AT1142  NAD 27      -  29 21 32.24200(N)    089 37 43.73500(W) AD(       ) 3
 AT1142
 AT1142.Superseded values are not recommended for survey control.
 AT1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1142.See file dsdata.txt to determine how the superseded data were derived.
 AT1142
 AT1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4479150652(NAD 83)
 AT1142_MARKER: 14 = NAVIGATION LIGHT
 AT1142
 AT1142  HISTORY     - Date     Condition        Report By
 AT1142  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1142
 AT1142                          STATION DESCRIPTION
 AT1142
 AT1142'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1140 ***********************************************************************
 AT1140  DESIGNATION -  BAYOU COOK RESET
 AT1140  PID         -  AT1140
 AT1140  STATE/COUNTY-  LA/PLAQUEMINES
 AT1140  USGS QUAD   -  BASTIAN BAY (1993)
 AT1140
 AT1140                         *CURRENT SURVEY CONTROL
 AT1140  ___________________________________________________________________
 AT1140* NAD 83(1992)-  29 20 57.13904(N)    089 37 59.56698(W)     ADJUSTED  
 AT1140* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1140  **This station is located in a subsidence area (see below).
 AT1140  ___________________________________________________________________
 AT1140  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AT1140  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AT1140
 AT1140  HORZ ORDER  -  FIRST
 AT1140
 AT1140.The horizontal coordinates were established by classical geodetic methods
 AT1140.and adjusted by the National Geodetic Survey in January 1993..
 AT1140
 AT1140 ** The orthometric height has not been validated since last determined
 AT1140 ** by differential leveling and should not be used for control purposes.
 AT1140 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1140 ** area with valid NAVD 88 orthometric heights.
 AT1140 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1140 ** epoch indicated which incorporates improved geoid heights for the
 AT1140 ** Southern Louisiana Subsidence area.
 AT1140 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1140.The orthometric height was scaled from a topographic map.
 AT1140
 AT1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1140
 AT1140.The geoid height was determined by GEOID03.
 AT1140
 AT1140;                    North         East     Units Scale Factor Converg.
 AT1140;SPC LA S     -    95,356.314 1,165,090.289   MT  0.99998995   +0 51 00.3
 AT1140;SPC LA S     -   312,848.17  3,822,467.06   sFT  0.99998995   +0 51 00.3
 AT1140;UTM  16      - 3,249,556.257   244,344.916   MT  1.00040657   -1 17 28.8
 AT1140
 AT1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1140!SPC LA S     -   1.00000380  x   0.99998995  =   0.99999375
 AT1140!UTM  16      -   1.00000380  x   1.00040657  =   1.00041037
 AT1140
 AT1140:                Primary Azimuth Mark                     Grid Az
 AT1140:SPC LA S     -  BAYOU COOK AZ MK                         016 49 04.6
 AT1140:UTM  16      -  BAYOU COOK AZ MK                         018 57 33.7
 AT1140
 AT1140|---------------------------------------------------------------------|
 AT1140| PID    Reference Object                     Distance      Geod. Az  |
 AT1140|                                                           dddmmss.s |
 AT1140| DD6324 BAYOU COOK AZ MK                                   0174004.9 |
 AT1140| AT1142 BAYOU COOK NORTH ENTRANCE LT        APPROX. 1.2 KM 0205148.0 |
 AT1140| AT1107 TROPICAL BEND LIGHT                 APPROX. 6.3 KM 0250745.9 |
 AT1140| AT1108 EMPIRE CHURCH SPIRE                 APPROX. 5.5 KM 0365743.3 |
 AT1140| AT1113 ALBERTA LIGHT                       APPROX. 6.4 KM 0650714.5 |
 AT1140| AT1121 ADAMS BAY OIL DERRICK               APPROX. 1.9 KM 0721846.5 |
 AT1140| DD6325 BAYOU COOK RM 1                      25.150 METERS 07430     |
 AT1140| DD6326 BAYOU COOK RM 2                      21.330 METERS 12338     |
 AT1140| AT1137 BAYOU COOK LIGHT                    APPROX. 3.0 KM 2063819.6 |
 AT1140| AT1136 BAYOU COOK S ENT RED SLAT LT        APPROX. 3.0 KM 2064005.2 |
 AT1140| AT1138 HEAD OF GRAND BAYOU NAV LIGHT       APPROX. 7.4 KM 2172544.3 |
 AT1140| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX.14.8 KM 2830846.2 |
 AT1140| AT1157 FREEPORT SULPHUR CO WATER TANK      APPROX.14.6 KM 3375948.6 |
 AT1140|---------------------------------------------------------------------|
 AT1140
 AT1140                          SUPERSEDED SURVEY CONTROL
 AT1140
 AT1140  NAD 83(1986)-  29 20 57.14806(N)    089 37 59.57529(W) AD(       ) 1
 AT1140  NAD 27      -  29 20 56.35400(N)    089 37 59.34900(W) AD(       ) 1
 AT1140
 AT1140.Superseded values are not recommended for survey control.
 AT1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1140.See file dsdata.txt to determine how the superseded data were derived.
 AT1140
 AT1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4434549556(NAD 83)
 AT1140_MARKER: N = NAIL
 AT1140_SETTING: 0 = UNSPECIFIED SETTING
 AT1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1140
 AT1140  HISTORY     - Date     Condition        Report By
 AT1140  HISTORY     - 1927     MONUMENTED       CGS
 AT1140  HISTORY     - 1934     GOOD             CGS
 AT1140  HISTORY     - 1948     GOOD             BAKER
 AT1140  HISTORY     - 1955     POOR             CGS
 AT1140  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1140
 AT1140                          STATION DESCRIPTION
 AT1140
 AT1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1140'AT THE MOUTH OF BAYOU COOK WHICH LEADS SW FROM HALFMOON TO BASTIAN
 AT1140'BAY, ON A POINT OF
 AT1140'LAND AT THE SOUTHERN END OF HALFMOON BAY WHICH
 AT1140'EXTENDS INTO BAYOU COOK, 50 FEET
 AT1140'FROM THE POINT, AND 25 FEET
 AT1140'FROM THE SHORE LINE ON EACH SIDE OF THE POINT.  THE
 AT1140'STATION IS
 AT1140'MARKED BY A 6-INCH TILE FILLED WITH CONCRETE WITH A NAIL EMBEDDED
 AT1140'IN THE TOP OF MARK
 AT1140'THE CENTER.  REFERENCE MARK NO. 1 A STANDARD
 AT1140'BRONZE DISK SET IN A 4-INCH TILE
 AT1140'FILLED WITH CONCRETE IS 60 FEET
 AT1140'FROM THE EDGE OF THE WATER AND 25.15 METERS (82.50 FEET) FROM
 AT1140'THE STATION S 74 DEG 30 E.  REFERENCE MARK NO. 2,
 AT1140'A STANDARD BRONZE DISK SET
 AT1140'IN A 4-INCH TILE FILLED WITH CONCRETE, IS
 AT1140'45 FEET FROM THE SHORE LINE AND
 AT1140'21.33 METERS (70.00 FEET) FROM
 AT1140'THE STATION S 56 DEG 22 MIN E.  THE
 AT1140'AZIMUTH MARK, VISIBLE
 AT1140'FROM THE GROUND AT THE STATION, IS 30 FEET FROM THE S EDGE OF
 AT1140'HALFMOON BAY AND
 AT1140'0.3 MILE FROM THE STATION N 17 DEG 40 MIN E.
 AT1140
 AT1140                          STATION RECOVERY (1948)
 AT1140
 AT1140'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948
 AT1140'THIS STATION AND
 AT1140'REFERENCE MARK WERE
 AT1140'RECOVERED IN GOOD CONDITION.
 AT1140
 AT1140                          STATION RECOVERY (1955)
 AT1140
 AT1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1140'RECOVERED IN POOR CONDITION.  A
 AT1140'COMPLETE DESCRIPTION FOLLOWS-
 AT1140'
 AT1140'ABOUT 9 MI. E-SE OF PORT SULPHUR, ABOUT 6 MI. W OF BURAS,
 AT1140'ABOUT 3-1/2 MI. SW
 AT1140'OF EMPIRE, AT THE HEAD OF BAYOU COOK WHICH
 AT1140'LEADS FROM HALFMOON BAY SW OF BASTIAN
 AT1140'BAY, AT THE W END OF THE
 AT1140'POINT OF LAND WHICH EXTENDS W BETWEEN HALFMOON BAY AND
 AT1140'BAYOU COOK, IN
 AT1140'1-1/2 FT. OF WATER, 11 FT. N OF THE SHORELINE ON THE N SIDE OF
 AT1140'THE POINT, 22 FT. N
 AT1140'OF THE SHORELINE ON THE S SIDE OF THE POINT,
 AT1140'45 FT. E OF THE W TIP OF THE POINT, A
 AT1140'NAIL, EMBEDDED OFF CENTER TO
 AT1140'THE W IN THE TOP OF A 6-IN.  CONCRETE-FILLED TILE
 AT1140'PROJECTING 6 IN.
 AT1140'ABOVE THE WATER.  THE TILE IS SLIGHTLY SHAKEY.  THERE IS A 12-FT.
 AT1140'PLATFORM OVER THE STATION.
 AT1140'
 AT1140'REFERENCE MARK 1 IS 6 FT. SE OF THE BANK ALONG THE NW SIDE OF
 AT1140'THE POINT, 25.15
 AT1140'M. (82.50 FT.) FROM THE STATION N 74 DEG 31 MIN E.
 AT1140'A STANDARD DISK, NOT
 AT1140'STAMPED, AND SET IN THE TOP OF A 6-IN.
 AT1140'CONCRETE-FILLED TILE.
 AT1140'
 AT1140'REFERENCE MARK 2 IS IN THE E EDGE OF THE MANGROVE ON THE
 AT1140'POINT, 36 FT. N OF
 AT1140'THE BANK ALONG THE S SIDE OF THE POINT, AND
 AT1140'21.33 M. (70.00 FT.) FROM THE STATION
 AT1140'S 56 DEG 22 MIN E.
 AT1140'
 AT1140'THE AZIMUTH MARK WAS NOT RECOVERED.
 AT1140'
 AT1140'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS SHOWN
 AT1140'ABOVE ARE COPIED
 AT1140'FROM THE OLD DESCRIPTION.  THEY WERE VERIFIED
 AT1140'WITH A COMPASS AND A METALLIC TAPE,
 AT1140'AND NO LARGE ERROR WAS FOUND.
 AT1140
 AT1140                          STATION RECOVERY (1965)
 AT1140
 AT1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1140'STATION MARK AND REFERENCE MARK 1 WERE NOT RECOVERED AND EVIDENTLY
 AT1140'ARE LOST THROUGH
 AT1140'EROSION OF THE POINT OF LAND.
 AT1140'
 AT1140'THE AZIMUTH MARK WAS NOT RECOVERED IN 1955 AND WAS NOT RECOVERED
 AT1140'AT THIS TIME.
 AT1140'
 AT1140'REFERENCE MARK 2 WERE RECOVERED IN FAIR CONDITION.  IT IS A STANDARD
 AT1140'DISK, UNSTAMPED,
 AT1140'IN THE TOP OF A 6 INCH, CONCRETE FILLED TILE PROJECTING
 AT1140'3 INCHES.  IT IS NOW 48 FEET EAST
 AT1140'OF THE WEST POINT OF LAND, 30 FEET SOUTH
 AT1140'OF THE NORTH SHORE, 21 FEET NORTHEAST OF THE
 AT1140'SOUTHWEST SHORE AND 12 FEET
 AT1140'SOUTHEAST OF THE MANGROVE.  A METAL WITNESS POST WAS SET AT THE
 AT1140'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1136 ***********************************************************************
 AT1136  DESIGNATION -  BAYOU COOK S ENT RED SLAT LT
 AT1136  PID         -  AT1136
 AT1136  STATE/COUNTY-  LA/PLAQUEMINES
 AT1136  USGS QUAD   -  BASTIAN BAY (1993)
 AT1136
 AT1136                         *CURRENT SURVEY CONTROL
 AT1136  ___________________________________________________________________
 AT1136* NAD 83(1992)-  29 19 28.98423(N)    089 38 50.08996(W)     ADJUSTED  
 AT1136* NAVD 88     -                                                        
 AT1136  **This station is located in a subsidence area (see below).
 AT1136  ___________________________________________________________________
 AT1136  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AT1136  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AT1136
 AT1136  HORZ ORDER  -  THIRD
 AT1136
 AT1136.The horizontal coordinates were established by classical geodetic methods
 AT1136.and adjusted by the National Geodetic Survey in January 1993..
 AT1136
 AT1136 ** The orthometric height has not been validated since last determined
 AT1136 ** by differential leveling and should not be used for control purposes.
 AT1136 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1136 ** area with valid NAVD 88 orthometric heights.
 AT1136 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1136 ** epoch indicated which incorporates improved geoid heights for the
 AT1136 ** Southern Louisiana Subsidence area.
 AT1136 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1136
 AT1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1136
 AT1136.The geoid height was determined by GEOID03.
 AT1136
 AT1136;                    North         East     Units Scale Factor Converg.
 AT1136;SPC LA S     -    92,622.271 1,163,767.536   MT  0.99999486   +0 50 35.0
 AT1136;SPC LA S     -   303,878.23  3,818,127.32   sFT  0.99999486   +0 50 35.0
 AT1136;UTM  16      - 3,246,872.412   242,920.356   MT  1.00041559   -1 17 50.0
 AT1136
 AT1136                          SUPERSEDED SURVEY CONTROL
 AT1136
 AT1136  NAD 83(1986)-  29 19 28.99348(N)    089 38 50.09864(W) AD(       ) 4
 AT1136  NAD 27      -  29 19 28.20600(N)    089 38 49.87200(W) AD(       ) 3
 AT1136
 AT1136.Superseded values are not recommended for survey control.
 AT1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1136.See file dsdata.txt to determine how the superseded data were derived.
 AT1136
 AT1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4292046872(NAD 83)
 AT1136_MARKER: 14 = NAVIGATION LIGHT
 AT1136
 AT1136  HISTORY     - Date     Condition        Report By
 AT1136  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1136
 AT1136                          STATION DESCRIPTION
 AT1136
 AT1136'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3247 ***********************************************************************
 AU3247  DESIGNATION -  BAYOU DECADE
 AU3247  PID         -  AU3247
 AU3247  STATE/COUNTY-  LA/TERREBONNE
 AU3247  USGS QUAD   -  LAKE PENCHANT (1994)
 AU3247
 AU3247                         *CURRENT SURVEY CONTROL
 AU3247  ___________________________________________________________________
 AU3247* NAD 83(1992)-  29 22 32.68060(N)    090 54 33.13747(W)     ADJUSTED  
 AU3247* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AU3247  ___________________________________________________________________
 AU3247  X           -     -88,265.602 (meters)                     COMP
 AU3247  Y           -  -5,561,807.055 (meters)                     COMP
 AU3247  Z           -   3,110,248.524 (meters)                     COMP
 AU3247  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3247  ELLIP HEIGHT-         -23.63  (meters)          (07/18/02) GPS OBS
 AU3247  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AU3247
 AU3247  HORZ ORDER  -  FIRST
 AU3247  ELLP ORDER  -  FOURTH    CLASS II
 AU3247
 AU3247.The horizontal coordinates were established by GPS observations
 AU3247.and adjusted by the National Geodetic Survey in January 1993..
 AU3247
 AU3247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3247
 AU3247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3247
 AU3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3247
 AU3247.The ellipsoidal height was determined by GPS observations
 AU3247.and is referenced to NAD 83.
 AU3247
 AU3247.The geoid height was determined by GEOID03.
 AU3247
 AU3247;                    North         East     Units Scale Factor Converg.
 AU3247;SPC LA S     -    97,149.423 1,041,175.552   MT  0.99998483   +0 12 43.5
 AU3247;SPC LA S     -   318,731.07  3,415,923.46   sFT  0.99998483   +0 12 43.5
 AU3247;UTM  15      - 3,251,432.791   702,925.992   MT  1.00010814   +1 01 33.5
 AU3247
 AU3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3247!SPC LA S     -   1.00000371  x   0.99998483  =   0.99998854
 AU3247!UTM  15      -   1.00000371  x   1.00010814  =   1.00011185
 AU3247
 AU3247                          SUPERSEDED SURVEY CONTROL
 AU3247
 AU3247  ELLIP H (01/21/93)  -23.95   (m)                       GP(       ) 4 2
 AU3247  NAD 83(1986)-  29 22 32.70091(N)    090 54 33.14588(W) AD(       ) 1
 AU3247  NGVD 29 (04/21/89)    1.0    (m)            3.     (f) GPS OBS        
 AU3247
 AU3247.Superseded values are not recommended for survey control.
 AU3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3247.See file dsdata.txt to determine how the superseded data were derived.
 AU3247
 AU3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0292651433(NAD 83)
 AU3247_MARKER: T = CHISELED TRIANGLE
 AU3247_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3247_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3247+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3247
 AU3247  HISTORY     - Date     Condition        Report By
 AU3247  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3247
 AU3247                          STATION DESCRIPTION
 AU3247
 AU3247'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3247'THE STATION IS LOCATED APPROXIMATELY 19 MILES SOUTHWEST OF HOUMA
 AU3247'LOUISIANA, 12 MILES SOUTHWEST OF THERIOT LOUISIANA, NEAR THE SOUTHEAST
 AU3247'BANK OF BAYOU DECADE.
 AU3247'
 AU3247'TO REACH THE STATION FROM FALGOT MARINA, NEAR THERIOT LOUISIANA, GO
 AU3247'SOUTHWEST ON FALGOUT CANAL TO DECADE LAKE, CROSS DECADE LAKE AND GO
 AU3247'SOUTHWEST OUT OF THE LAKE INTO BAYOU DECADE.  THE STATION IS ABOUT 1/4
 AU3247'MILE FROM LAKE DECADE, ON THE SOUTHEASTERN EDGE OF A MARSH BETWEEN
 AU3247'BAYOU DECADE AND A LAKE.
 AU3247'
 AU3247'THE STATION IS A 9/16 INCH DIAMETER STEEL ROD DRIVEN INTO THE GROUND,
 AU3247'WITH A PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND THE ROD.  THE
 AU3247'STATION IS LOCATED APPROXIMATELY 14 FEET SOUTHEAST OF THE WATERLINE OF
 AU3247'BAYOU DECADE, 110 FEET SOUTHEAST OF A TIDE GAUGE, 180 FEET SOUTHWEST
 AU3247'OF A CAMP BUILDING, 135 FEET NORTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3248 ***********************************************************************
 AU3248  DESIGNATION -  BAYOU DU LARGE
 AU3248  PID         -  AU3248
 AU3248  STATE/COUNTY-  LA/TERREBONNE
 AU3248  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AU3248
 AU3248                         *CURRENT SURVEY CONTROL
 AU3248  ___________________________________________________________________
 AU3248* NAD 83(1992)-  29 19 51.72500(N)    090 51 04.57202(W)     ADJUSTED  
 AU3248* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 AU3248  ___________________________________________________________________
 AU3248  X           -     -82,677.805 (meters)                     COMP
 AU3248  Y           -  -5,564,322.320 (meters)                     COMP
 AU3248  Z           -   3,105,929.001 (meters)                     COMP
 AU3248  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3248  ELLIP HEIGHT-         -23.78  (meters)          (02/21/02) GPS OBS
 AU3248  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AU3248
 AU3248  HORZ ORDER  -  FIRST
 AU3248  ELLP ORDER  -  FIFTH     CLASS I
 AU3248
 AU3248.The horizontal coordinates were established by GPS observations
 AU3248.and adjusted by the National Geodetic Survey in January 1993..
 AU3248
 AU3248.The orthometric height was determined by GPS observations and a
 AU3248.high-resolution geoid model.
 AU3248
 AU3248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3248
 AU3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3248
 AU3248.The ellipsoidal height was determined by GPS observations
 AU3248.and is referenced to NAD 83.
 AU3248
 AU3248.The geoid height was determined by GEOID03.
 AU3248
 AU3248;                    North         East     Units Scale Factor Converg.
 AU3248;SPC LA S     -    92,216.044 1,046,820.842   MT  0.99999358   +0 14 27.7
 AU3248;SPC LA S     -   302,545.47  3,434,444.71   sFT  0.99999358   +0 14 27.7
 AU3248;UTM  15      - 3,246,579.353   708,641.468   MT  1.00013718   +1 03 10.6
 AU3248
 AU3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3248!SPC LA S     -   1.00000373  x   0.99999358  =   0.99999731
 AU3248!UTM  15      -   1.00000373  x   1.00013718  =   1.00014092
 AU3248
 AU3248                          SUPERSEDED SURVEY CONTROL
 AU3248
 AU3248  ELLIP H (01/21/93)  -24.11   (m)                       GP(       ) 4 2
 AU3248  NAD 83(1986)-  29 19 51.74525(N)    090 51 04.58041(W) AD(       ) 1
 AU3248  NGVD 29 (04/21/89)    0.74   (m)            2.4    (f) LEVELING    3  
 AU3248
 AU3248.Superseded values are not recommended for survey control.
 AU3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3248.See file dsdata.txt to determine how the superseded data were derived.
 AU3248
 AU3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0864146579(NAD 83)
 AU3248_MARKER: I = METAL ROD
 AU3248_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU3248+WITH SETTING: INFORMATION.
 AU3248_SP_SET: DRIVEN INTO GROUND
 AU3248_STAMPING: BAYOU DU LARGE
 AU3248_MARK LOGO: LOCSUR
 AU3248_PROJECTION: FLUSH
 AU3248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3248+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1995
 AU3248
 AU3248  HISTORY     - Date     Condition        Report By
 AU3248  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3248  HISTORY     - 1986     GOOD             GEOHYD
 AU3248  HISTORY     - 19921203 GOOD             NOS
 AU3248  HISTORY     - 19950108 GOOD             MPHI
 AU3248
 AU3248                          STATION DESCRIPTION
 AU3248
 AU3248'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3248'THE STATION IS LOCATED ABOUT 20 MILES SOUTH OF HOUMA, ALONG THE EAST
 AU3248'SIDE OF BAYOU DULARGE AND ON PRIVATE PROPERTY.
 AU3248'
 AU3248'THE STATION IS AN STAINLESS STEEL SECTION OF RODS DRIVEN INTO THE
 AU3248'GROUND ABOUT LEVEL WITH THE SURFACE.  IT IS ENCASED IN A WHITE PLASTIC
 AU3248'PIPE PROJECTING ABOUT 4 INCHES.  IT IS 94 FEET WEST NORTHWEST OF THE
 AU3248'OVERHEAD POWER LINES TO THE SOUTHEAST, 80 FEET SOUTHEAST OF THE
 AU3248'APPROXIMATE CENTER OF A SHELL ROAD AND 10.5 FEET NORTH OF THE SOUTH
 AU3248'END OF A CORRAL LOADING CHUTE.
 AU3248'
 AU3248'TO REACH THE STATION FROM HOUMA AT THE INTERSECTION OF TUNNEL
 AU3248'BOULEVARD AND GRAND CAILLOU ROAD.  GO SOUTHEAST ON GRAND CAILLOU ROAD
 AU3248'FOR 0.1 MILE TO TRAFFIC LIGHT.  TURN RIGHT AND GO SOUTHWEST ON SOUTH
 AU3248'VAN AVENUE FOR 0.9 MILE TO A TRAFFIC LIGHT AT RAILROAD TRACKS AND
 AU3248'INDUSTRAIL BOULEVARD ON LEFT.  CONTINUE AHEAD FOR 0.85 MILE TO A
 AU3248'DRAWBRIDGE AND INTERSECTION OF LOUISIANA HIGHWAYS 661 AND 315.  BEAR
 AU3248'RIGHT AFTER CROSSING BRIDGE, THEN LEFT PASSING BENEATH OVERPASS.
 AU3248'CONTINUE IN A SOUTHWEST DIRECTION FOR 12.8 ON HIGHWAY 315 TO A BRIDGE.
 AU3248'CONTINUE AHEAD ON HIGHWAY 315 FOR 6.7 MILE TO THE END OF PAVEMENT.
 AU3248'CONTINUE AHEAD ON A SHELL ROAD FOR 0.7 MILE TO A CORRAL ON THE LEFT.
 AU3248'EAST SIDE OF ROAD AS DESCRIBED.
 AU3248
 AU3248                          STATION RECOVERY (1986)
 AU3248
 AU3248'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 AU3248'RECOVERED IN GOOD CONDITION.
 AU3248
 AU3248                          STATION RECOVERY (1992)
 AU3248
 AU3248'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AU3248'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 AU3248'IS LOCATED 20 MI (32.2 KM) SOUTH-SOUTHWEST OF HOUMA, 11.5 MI
 AU3248'(18.5 KM) SOUTH-SOUTHWEST OF THERIOT, 11 MI (17.7 KM) NORTHWEST OF
 AU3248'COCODRIE, ALONG THE SOUTHEAST BANK OF BAYOU DU LARGE, AT THE
 AU3248'NORTHEAST CORNER OF A CORRAL IN RUINS.
 AU3248'TO REACH THE STATION FROM THE OLD DU LARGE GRADE SCHOOL IN THERIOT
 AU3248'PROCEED SOUTHWEST 10.65 MI (17.14 KM) ALONG STATE HIGHWAY 315 TO
 AU3248'LOVELL LANE ON THE LEFT, THENCE CONTINUE AHEAD SOUTHWEST ALONG STATE
 AU3248'HIGHWAY 315 FOR 0.85 MI (1.37 KM) TO THE NORTH END OF A CORRAL IN
 AU3248'RUINS ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS ALSO
 AU3248'0.5 MI (0.8 KM) SOUTHWEST OF A CATTLE GUARD, AND 0.15 MILE (0.24 KM)
 AU3248'SOUTHWEST OF AN ELEVATED A-FRAME CABIN.
 AU3248'THE STATION IS A 5/8 INCH STAINLESS STEEL ROD WITH A DATUM POINT
 AU3248'CRIMPED TO ITS TOP AND RECESSED 4 CM BELOW GROUND.  ACCESS TO THE
 AU3248'DATUM POINT IS HAD BY REMOVAL OF THE SCREW AND LID OF AN UNSTAMPED
 AU3248'ALUMINUM LOGO CAP WHICH IS FLUSH WITH THE GROUND.  THE STATION IS 80
 AU3248'FT (24.4 M) EAST OF THE CENTER OF THE GRAVEL ROAD, 19.90 M
 AU3248'(65.29 FT) EAST OF TELEPHONE JUNCTION BOX NUMBER 783, 29.5 M
 AU3248'(96.8 FT) SOUTH-SOUTHEAST OF A NEW POWER POLE WHICH IS ONE POLE NORTH
 AU3248'OF A POLE WITH A TRANSFORMER, 10.5 FT (3.2 M) DUE NORTH OF THE
 AU3248'NORTHEAST CORNER OF THE CORRAL AND LOADING CHUTE.
 AU3248
 AU3248                          STATION RECOVERY (1995)
 AU3248
 AU3248'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3248'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AU3248'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AU3248'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AU3248'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AU3248'ON HWY 315 AND TRAVEL SOUTH FOR 20.0 MI (32.2 KM) TO THE STATION ON
 AU3248'THE LEFT. THE STATION IS A 5/8 INCH STAINLESS STEEL ROD WITH A DATUM
 AU3248'POINT CRIMPED TO ITS TOP AND RECESSED 0.5 FT (15.2 CM) BELOW GROUND.
 AU3248'THE STATION IS WEST OF THE SOUTHWEST CORNER OF A CAMP WITH AN ADDRESS
 AU3248'OF 3417 BAYOU DULARGE ROAD, 12.5 FT (3.8 M) SOUTHEAST OF A CONCRETE
 AU3248'SLAB FOR STAIRS OF THE CAMP, 65.0 FT (19.8 M) EAST OF TELEPHONE BOX
 AU3248'NO.783, 97.0 FT (29.6 M) SOUTHEAST OF A POWER POLE WITH A TRANSFORMER,
 AU3248'80.0 FT (24.4 M) EAST OF THE CENTERLINE OF BAYOU DULARGE ROAD, AND 9.5
 AU3248'FT (2.9 M) SOUTH FROM THE CONCRETE SLAB FOR THE CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0599 ***********************************************************************
 BJ0599  DESIGNATION -  BAYOU GOULA USE
 BJ0599  PID         -  BJ0599
 BJ0599  STATE/COUNTY-  LA/IBERVILLE
 BJ0599  USGS QUAD   -  WHITE CASTLE (1992)
 BJ0599
 BJ0599                         *CURRENT SURVEY CONTROL
 BJ0599  ___________________________________________________________________
 BJ0599* NAD 83(1986)-  30 12 06.     (N)    091 10 13.     (W)     SCALED    
 BJ0599* NAVD 88     -         6.258  (meters)      20.53   (feet)  ADJUSTED  
 BJ0599  ___________________________________________________________________
 BJ0599  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ0599  DYNAMIC HT  -           6.249 (meters)      20.50  (feet)  COMP
 BJ0599  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BJ0599
 BJ0599  VERT ORDER  -  FIRST     CLASS I
 BJ0599
 BJ0599.The horizontal coordinates were scaled from a topographic map and have
 BJ0599.an estimated accuracy of +/- 6 seconds.
 BJ0599
 BJ0599.The orthometric height was determined by differential leveling
 BJ0599.and adjusted by the National Geodetic Survey in February 1994..
 BJ0599
 BJ0599.The geoid height was determined by GEOID03.
 BJ0599
 BJ0599.The dynamic height is computed by dividing the NAVD 88
 BJ0599.geopotential number by the normal gravity value computed on the
 BJ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0599.degrees latitude (g = 980.6199 gals.).
 BJ0599
 BJ0599.The modeled gravity was interpolated from observed gravity values.
 BJ0599
 BJ0599;                    North         East    Units  Estimated Accuracy
 BJ0599;SPC LA S     -   188,630.    1,015,700.      MT  (+/- 180 meters Scaled)
 BJ0599
 BJ0599                          SUPERSEDED SURVEY CONTROL
 BJ0599
 BJ0599  NGVD 29 (??/??/??)    6.284  (m)           20.62   (f) ADJUSTED    1 1
 BJ0599
 BJ0599.Superseded values are not recommended for survey control.
 BJ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0599.See file dsdata.txt to determine how the superseded data were derived.
 BJ0599
 BJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP761425(NAD 83)
 BJ0599_MARKER: DD = SURVEY DISK
 BJ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0599_SP_SET: CONCRETE POST
 BJ0599_STAMPING: BAYOU GOULA 1962
 BJ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0599+STABILITY: SURFACE MOTION
 BJ0599
 BJ0599  HISTORY     - Date     Condition        Report By
 BJ0599  HISTORY     - 1962     MONUMENTED       USE
 BJ0599  HISTORY     - 1976     GOOD             NGS
 BJ0599
 BJ0599                          STATION DESCRIPTION
 BJ0599
 BJ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0599'0.3 MI SOUTH FROM BAYOU GOULA.
 BJ0599'0.3 MILE SOUTH ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0599'HIGHWAY 69, AT THE JUNCTION OF A DRIVE LEADING WEST ALONG THE NORTH
 BJ0599'SIDE OF A BARN, 40.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 45.0
 BJ0599'FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 77.5 FT WEST ACROSS
 BJ0599'THE HIGHWAY FROM BENCH MARK PBM 23 ABLD, 2.3 FT NORTH OF A POWER LINE
 BJ0599'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1248 ***********************************************************************
 AT1248  DESIGNATION -  BAYOU MALO LIGHT 1
 AT1248  PID         -  AT1248
 AT1248  STATE/COUNTY-  LA/ST BERNARD
 AT1248  USGS QUAD   -  POINTE AUX MARCHETTES (1994)
 AT1248
 AT1248                         *CURRENT SURVEY CONTROL
 AT1248  ___________________________________________________________________
 AT1248* NAD 83(1992)-  29 53 17.29922(N)    089 36 02.05397(W)     ADJUSTED  
 AT1248* NAVD 88     -                                                        
 AT1248  **This station is located in a subsidence area (see below).
 AT1248  ___________________________________________________________________
 AT1248  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AT1248  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AT1248
 AT1248  HORZ ORDER  -  THIRD
 AT1248
 AT1248.The horizontal coordinates were established by classical geodetic methods
 AT1248.and adjusted by the National Geodetic Survey in May 1994..
 AT1248
 AT1248 ** The orthometric height has not been validated since last determined
 AT1248 ** by differential leveling and should not be used for control purposes.
 AT1248 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1248 ** area with valid NAVD 88 orthometric heights.
 AT1248 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1248 ** epoch indicated which incorporates improved geoid heights for the
 AT1248 ** Southern Louisiana Subsidence area.
 AT1248 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1248
 AT1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1248
 AT1248.The geoid height was determined by GEOID03.
 AT1248
 AT1248;                    North         East     Units Scale Factor Converg.
 AT1248;SPC LA S     -   155,132.702 1,167,356.537   MT  0.99992767   +0 51 59.1
 AT1248;SPC LA S     -   508,964.54  3,829,902.24   sFT  0.99992767   +0 51 59.1
 AT1248;UTM  16      - 3,309,231.667   248,856.446   MT  1.00037826   -1 17 47.6
 AT1248
 AT1248                          SUPERSEDED SURVEY CONTROL
 AT1248
 AT1248  NAD 83(1992)-  29 53 17.30384(N)    089 36 02.04927(W) AD(       ) 4
 AT1248  NAD 83(1986)-  29 53 17.30962(N)    089 36 02.05227(W) AD(       ) 4
 AT1248  NAD 27      -  29 53 16.57391(N)    089 36 01.85670(W) AD(       ) 3
 AT1248
 AT1248.Superseded values are not recommended for survey control.
 AT1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1248.See file dsdata.txt to determine how the superseded data were derived.
 AT1248
 AT1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4885609232(NAD 83)
 AT1248_MARKER: 14 = NAVIGATION LIGHT
 AT1248
 AT1248  HISTORY     - Date     Condition        Report By
 AT1248  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1248  HISTORY     - 1971     GOOD             NGS
 AT1248
 AT1248                          STATION DESCRIPTION
 AT1248
 AT1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1248'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO THE 1971 LIGHT
 AT1248'LIST, THE LIGHT HAS NOT BEEN REBUILT SINCE 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3249 ***********************************************************************
 AU3249  DESIGNATION -  BAYOU PENCHANT BORE HOLE
 AU3249  PID         -  AU3249
 AU3249  STATE/COUNTY-  LA/TERREBONNE
 AU3249  USGS QUAD   -  MORGAN CITY SE (1994)
 AU3249
 AU3249                         *CURRENT SURVEY CONTROL
 AU3249  ___________________________________________________________________
 AU3249* NAD 83(1992)-  29 31 36.54198(N)    091 05 55.10870(W)     ADJUSTED  
 AU3249* NAVD 88     -         0.9  **(meters)       3.   **(feet)  VERTCON   
 AU3249  **This station is located in a subsidence area (see below).
 AU3249  ___________________________________________________________________
 AU3249  X           -    -106,496.152 (meters)                     COMP
 AU3249  Y           -  -5,553,252.130 (meters)                     COMP
 AU3249  Z           -   3,124,829.444 (meters)                     COMP
 AU3249  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU3249  ELLIP HEIGHT-         -24.57  (meters)          (07/18/02) GPS OBS
 AU3249  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AU3249
 AU3249  HORZ ORDER  -  FIRST
 AU3249  ELLP ORDER  -  FOURTH    CLASS II
 AU3249
 AU3249.The horizontal coordinates were established by GPS observations
 AU3249.and adjusted by the National Geodetic Survey in January 1993..
 AU3249
 AU3249 ** The orthometric height has not been validated since last determined
 AU3249 ** by differential leveling and should not be used for control purposes.
 AU3249 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3249 ** area with valid NAVD 88 orthometric heights.
 AU3249 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3249 ** epoch indicated which incorporates improved geoid heights for the
 AU3249 ** Southern Louisiana Subsidence area.
 AU3249 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3249
 AU3249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3249
 AU3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3249
 AU3249.The ellipsoidal height was determined by GPS observations
 AU3249.and is referenced to NAD 83.
 AU3249
 AU3249.The geoid height was determined by GEOID03.
 AU3249
 AU3249;                    North         East     Units Scale Factor Converg.
 AU3249;SPC LA S     -   113,841.423 1,022,750.284   MT  0.99995974   +0 07 02.5
 AU3249;SPC LA S     -   373,494.74  3,355,473.22   sFT  0.99995974   +0 07 02.5
 AU3249;UTM  15      - 3,267,861.869   684,262.888   MT  1.00001895   +0 56 14.3
 AU3249
 AU3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3249!SPC LA S     -   1.00000386  x   0.99995974  =   0.99996360
 AU3249!UTM  15      -   1.00000386  x   1.00001895  =   1.00002281
 AU3249
 AU3249                          SUPERSEDED SURVEY CONTROL
 AU3249
 AU3249  ELLIP H (01/21/93)  -24.52   (m)                       GP(       ) 4 2
 AU3249  NAD 83(1986)-  29 31 36.56421(N)    091 05 55.10596(W) AD(       ) 1
 AU3249  NGVD 29 (04/21/89)    1.0    (m)            3.     (f) GPS OBS        
 AU3249
 AU3249.Superseded values are not recommended for survey control.
 AU3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3249.See file dsdata.txt to determine how the superseded data were derived.
 AU3249
 AU3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8426367862(NAD 83)
 AU3249_MARKER: I = METAL ROD
 AU3249_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3249_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3249_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3249+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1987
 AU3249
 AU3249  HISTORY     - Date     Condition        Report By
 AU3249  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3249  HISTORY     - 19870214 GOOD             GEOHYD
 AU3249
 AU3249                          STATION DESCRIPTION
 AU3249
 AU3249'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3249'THE STATION IS LOCATED IN A MARSH, 24 MILES SOUTHWEST OF HOUMA, 13
 AU3249'MILES SOUTH SOUTHEAST OF MORGAN CITY AND ALONG BAYOU PENCHANT.
 AU3249'
 AU3249'THE STATION IS AN STAINLESS STEEL ROD, DRIVEN IN THE GROUND TO
 AU3249'REFUSAL.  ENCASED IN A 4 INCH PVC PIPE.  IT IS 2.1 FEET NORTHWEST OF A
 AU3249'REFERENCE ROD ENCASED IN A PVC PIPE AND 350 FEET SOUTHEAST OF THE MOST
 AU3249'SOUTHERLY BANK OF BAYOU PENCHANT.
 AU3249'
 AU3249'TO REACH THE STATION FROM THE MARINA AT BAYLOU BLACK, WHICH IS 3 MILES
 AU3249'SOUTHEAST OF GIBSON.  GO SOUTH ON SHELL CANAL TO BAYOU PENCHANT.  GO
 AU3249'SOUTHWEST OF BAYOU PENCHANT FOR 10 MILES TO THE STATION AS DESCRIBED.
 AU3249'
 AU3249'NOTE--AN AIRBOAT MUST BE USED FOR TRANSPORTATION.
 AU3249
 AU3249                          STATION RECOVERY (1987)
 AU3249
 AU3249'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 AU3249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3250 ***********************************************************************
 AU3250  DESIGNATION -  BAYOU PENCHANT TIDE GAUGE
 AU3250  PID         -  AU3250
 AU3250  STATE/COUNTY-  LA/TERREBONNE
 AU3250  USGS QUAD   -  LAKE PENCHANT (1994)
 AU3250
 AU3250                         *CURRENT SURVEY CONTROL
 AU3250  ___________________________________________________________________
 AU3250* NAD 83(1992)-  29 28 55.23007(N)    090 59 00.97213(W)     ADJUSTED  
 AU3250* NAVD 88     -         1.2  **(meters)       4.   **(feet)  VERTCON   
 AU3250  **This station is located in a subsidence area (see below).
 AU3250  ___________________________________________________________________
 AU3250  X           -     -95,388.173 (meters)                     COMP
 AU3250  Y           -  -5,555,900.865 (meters)                     COMP
 AU3250  Z           -   3,120,506.978 (meters)                     COMP
 AU3250  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU3250  ELLIP HEIGHT-         -24.14  (meters)          (07/18/02) GPS OBS
 AU3250  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AU3250
 AU3250  HORZ ORDER  -  FIRST
 AU3250  ELLP ORDER  -  FOURTH    CLASS II
 AU3250
 AU3250.The horizontal coordinates were established by GPS observations
 AU3250.and adjusted by the National Geodetic Survey in January 1993..
 AU3250
 AU3250 ** The orthometric height has not been validated since last determined
 AU3250 ** by differential leveling and should not be used for control purposes.
 AU3250 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3250 ** area with valid NAVD 88 orthometric heights.
 AU3250 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3250 ** epoch indicated which incorporates improved geoid heights for the
 AU3250 ** Southern Louisiana Subsidence area.
 AU3250 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3250
 AU3250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3250
 AU3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3250
 AU3250.The ellipsoidal height was determined by GPS observations
 AU3250.and is referenced to NAD 83.
 AU3250
 AU3250.The geoid height was determined by GEOID03.
 AU3250
 AU3250;                    North         East     Units Scale Factor Converg.
 AU3250;SPC LA S     -   108,903.267 1,033,916.818   MT  0.99996646   +0 10 29.5
 AU3250;SPC LA S     -   357,293.47  3,392,108.76   sFT  0.99996646   +0 10 29.5
 AU3250;UTM  15      - 3,263,083.418   695,499.778   MT  1.00007162   +0 59 33.7
 AU3250
 AU3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3250!SPC LA S     -   1.00000379  x   0.99996646  =   0.99997025
 AU3250!UTM  15      -   1.00000379  x   1.00007162  =   1.00007541
 AU3250
 AU3250                          SUPERSEDED SURVEY CONTROL
 AU3250
 AU3250  ELLIP H (01/21/93)  -24.10   (m)                       GP(       ) 4 2
 AU3250  NAD 83(1986)-  29 28 55.25194(N)    090 59 00.97008(W) AD(       ) 1
 AU3250  NGVD 29 (04/21/89)    1.3    (m)            4.     (f) GPS OBS        
 AU3250
 AU3250.Superseded values are not recommended for survey control.
 AU3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3250.See file dsdata.txt to determine how the superseded data were derived.
 AU3250
 AU3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9550063083(NAD 83)
 AU3250_MARKER: I = METAL ROD
 AU3250_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3250_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3250+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3250
 AU3250  HISTORY     - Date     Condition        Report By
 AU3250  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3250
 AU3250                          STATION DESCRIPTION
 AU3250
 AU3250'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3250'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF HOUMA LOUISIANA
 AU3250'ON THE SOUTHERN BANK OF PENCHANT BAYOU.
 AU3250'
 AU3250'TO REACH THE STATION FROM BAYOU BLACK MARINA, NEAR GIBSON LOUISIANA
 AU3250'GO SOUTH ON SHELL OIL CANAL TO THE INTERCOASTAL CANALWAY GO EAST ON
 AU3250'THE INTERCOASTAL WATERWAY TO COPASAW BAYOU GO SOUTH ON COPASAW BAYOU
 AU3250'TO PENCHANT BAYOU GO WEST ON PENCHANT BAYOU TO THE STATION ON THE
 AU3250'SOUTH BANK ACROSS FROM A PIPELINE RUNNING UNDER PENCHANT BAYOU.
 AU3250'
 AU3250'THE STATION IS A 9/16 INCH DIAMETER STEEL ROD DRIVEN INTO THE GROUND
 AU3250'WITH A PIECE OF PVC PIPE DRIVEN IN AROUND THE ROD.  THE STATION IS SET
 AU3250'ON THE SOUTH BANK OF PENCHANT BAYOU, SOUTHWEST OF THE JUNCTION OF THE
 AU3250'COPASAW AND PENCHANT BAYOUS.  THE STATION IS PROJECTING ABOUT 16
 AU3250'INCHES ABOVE GROUND AND IS SET ABOUT 20 FEET FROM THE WATERLINE IN A
 AU3250'BRUSHY AREA.  DIRECTLY ACROSS THE BAYOU FROM THE STATION, IS A
 AU3250'PIPELINE RUNNING BENEATH THE PENCHANT BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3445 ***********************************************************************
 AU3445  DESIGNATION -  BAYOU PETIT CAILLOU ENT LT 2
 AU3445  PID         -  AU3445
 AU3445  STATE/COUNTY-  LA/TERREBONNE
 AU3445  USGS QUAD   -  COCODRIE (1994)
 AU3445
 AU3445                         *CURRENT SURVEY CONTROL
 AU3445  ___________________________________________________________________
 AU3445* NAD 83(1992)-  29 09 48.12626(N)    090 39 22.84627(W)     ADJUSTED  
 AU3445* NAVD 88     -         3.7  **(meters)      12.   **(feet)  VERTCON   
 AU3445  **This station is located in a subsidence area (see below).
 AU3445  ___________________________________________________________________
 AU3445  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU3445  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AU3445
 AU3445  HORZ ORDER  -  THIRD
 AU3445
 AU3445.The horizontal coordinates were established by classical geodetic methods
 AU3445.and adjusted by the National Geodetic Survey in January 1993..
 AU3445
 AU3445 ** The orthometric height has not been validated since last determined
 AU3445 ** by differential leveling and should not be used for control purposes.
 AU3445 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3445 ** area with valid NAVD 88 orthometric heights.
 AU3445 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3445 ** epoch indicated which incorporates improved geoid heights for the
 AU3445 ** Southern Louisiana Subsidence area.
 AU3445 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3445
 AU3445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3445
 AU3445.The geoid height was determined by GEOID03.
 AU3445
 AU3445;                    North         East     Units Scale Factor Converg.
 AU3445;SPC LA S     -    73,727.784 1,065,862.604   MT  1.00003173   +0 20 18.6
 AU3445;SPC LA S     -   241,888.57  3,496,917.56   sFT  1.00003173   +0 20 18.6
 AU3445;UTM  15      - 3,228,358.262   727,945.480   MT  1.00024121   +1 08 33.2
 AU3445
 AU3445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3445!SPC LA S     -   1.00000323  x   1.00003173  =   1.00003496
 AU3445!UTM  15      -   1.00000323  x   1.00024121  =   1.00024444
 AU3445
 AU3445                          SUPERSEDED SURVEY CONTROL
 AU3445
 AU3445  NAD 83(1986)-  29 09 48.14338(N)    090 39 22.85874(W) AD(       ) 4
 AU3445  NGVD 29 (08/28/92)    3.7    (m)           12.     (f) VERT ANG       
 AU3445
 AU3445.Superseded values are not recommended for survey control.
 AU3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3445.See file dsdata.txt to determine how the superseded data were derived.
 AU3445
 AU3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2794528358(NAD 83)
 AU3445_MARKER: 14 = NAVIGATION LIGHT
 AU3445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3445
 AU3445  HISTORY     - Date     Condition        Report By
 AU3445  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3445
 AU3445                          STATION DESCRIPTION
 AU3445
 AU3445'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3445'ABOUT 7.69 KM (4.78 MI) SOUTH OF COCODRIE, 8.05 KM (5.00 MI) SOUTHWEST
 AU3445'OF LAKE LAGRAISSE, 1.61 KM (1.00 MI) NORTH OF BAY SAINTE ELAINE AND IS
 AU3445'ON THE WEST SIDE OF THE HOUMA NAV CANAL IN TAMBOUR BAY.  STATION IS
 AU3445'THE CENTER OF A 3 SECOND FLASH WHITE HORIZON LIGHT MOUNTED ON A 4
 AU3445'LEGGED STEEL STRUCTURE ESTENDING ABOVE A 4 LEGGED WOOD PLATFORM ABOUT
 AU3445'5 TO 6 FEET.  LIGHT IS LISTED AS 15 FEET ABOVE WATER.  PLATFORM HAS
 AU3445'TRIANGULAR-SHAPED RED DAYMARK WITH A RED REFLECTIVE BORDER.  LIGHT IS
 AU3445'LISTED IN THE LATEST HSGS LIGHT LIST AS NUMBER 3681.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1209 ***********************************************************************
 AT1209  DESIGNATION -  BAYOU REGAULT LIGHT
 AT1209  PID         -  AT1209
 AT1209  STATE/COUNTY-  LA/JEFFERSON
 AT1209  USGS QUAD   -  BARATARIA PASS (1993)
 AT1209
 AT1209                         *CURRENT SURVEY CONTROL
 AT1209  ___________________________________________________________________
 AT1209* NAD 83(1992)-  29 15 53.51662(N)    089 57 43.82196(W)     ADJUSTED  
 AT1209* NAVD 88     -                                                        
 AT1209  **This station is located in a subsidence area (see below).
 AT1209  ___________________________________________________________________
 AT1209  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AT1209  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT1209
 AT1209  HORZ ORDER  -  THIRD
 AT1209
 AT1209.The horizontal coordinates were established by classical geodetic methods
 AT1209.and adjusted by the National Geodetic Survey in January 1993..
 AT1209
 AT1209 ** The orthometric height has not been validated since last determined
 AT1209 ** by differential leveling and should not be used for control purposes.
 AT1209 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1209 ** area with valid NAVD 88 orthometric heights.
 AT1209 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1209 ** epoch indicated which incorporates improved geoid heights for the
 AT1209 ** Southern Louisiana Subsidence area.
 AT1209 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1209
 AT1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1209
 AT1209.The geoid height was determined by GEOID03.
 AT1209
 AT1209;                    North         East     Units Scale Factor Converg.
 AT1209;SPC LA S     -    85,580.638 1,133,260.200   MT  1.00000762   +0 41 08.2
 AT1209;SPC LA S     -   280,775.81  3,718,037.84   sFT  1.00000762   +0 41 08.2
 AT1209;UTM  16      - 3,240,970.497   212,155.744   MT  1.00062252   -1 26 56.6
 AT1209;UTM  15      - 3,241,158.934   795,199.431   MT  1.00067545   +1 29 10.0
 AT1209
 AT1209                          SUPERSEDED SURVEY CONTROL
 AT1209
 AT1209  NAD 83(1986)-  29 15 53.52984(N)    089 57 43.83166(W) AD(       ) 4
 AT1209  NAD 27      -  29 15 52.72300(N)    089 57 43.57700(W) AD(       ) 3
 AT1209
 AT1209.Superseded values are not recommended for survey control.
 AT1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1209.See file dsdata.txt to determine how the superseded data were derived.
 AT1209
 AT1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1215640970(NAD 83)
 AT1209_MARKER: 14 = NAVIGATION LIGHT
 AT1209
 AT1209  HISTORY     - Date     Condition        Report By
 AT1209  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1209
 AT1209                          STATION DESCRIPTION
 AT1209
 AT1209'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3216 ***********************************************************************
 DH3216  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3216  DESIGNATION -  BAYOU SARA
 DH3216  PID         -  DH3216
 DH3216  STATE/COUNTY-  LA/WEST FELICIANA
 DH3216  USGS QUAD   -  ST FRANCISVILLE (1994)
 DH3216
 DH3216                         *CURRENT SURVEY CONTROL
 DH3216  ___________________________________________________________________
 DH3216* NAD 83(1992)-  30 45 55.07994(N)    091 23 07.59639(W)     ADJUSTED  
 DH3216* NAVD 88     -        15.26 **(meters)      50.1  **(feet)  GPS OBS(2004.65)
 DH3216  **This station is located in a subsidence area (see below).
 DH3216  ___________________________________________________________________
 DH3216  X           -    -132,625.531 (meters)                     COMP
 DH3216  Y           -  -5,483,733.142 (meters)                     COMP
 DH3216  Z           -   3,243,555.976 (meters)                     COMP
 DH3216  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DH3216  ELLIP HEIGHT-         -12.03  (meters)          (05/09/05) GPS OBS
 DH3216  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DH3216
 DH3216  HORZ ORDER  -  B
 DH3216  ELLP ORDER  -  FOURTH    CLASS II
 DH3216
 DH3216.The horizontal coordinates were established by GPS observations
 DH3216.and adjusted by the National Geodetic Survey in May 2005..
 DH3216
 DH3216 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3216 ** and geoid heights are valid at the date of observation. These heights
 DH3216 ** must always be validated when used as control.
 DH3216 ** The orthometric height was determined by GPS observations using
 DH3216 ** precise GPS observation and processing techniques and a new
 DH3216 ** realization of GEOID03. It supersedes the leveled height previously
 DH3216 ** determined for this station.
 DH3216 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3216 ** epoch indicated which incorporates improved geoid heights for the
 DH3216 ** Southern Louisiana Subsidence area.
 DH3216 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3216.The orthometric height was determined by GPS observations and a
 DH3216.high-resolution geoid model using precise GPS observation and
 DH3216.processing techniques.
 DH3216
 DH3216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3216
 DH3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3216
 DH3216.The ellipsoidal height was determined by GPS observations
 DH3216.and is referenced to NAD 83.
 DH3216
 DH3216.The geoid height was determined by GEOID03.
 DH3216
 DH3216;                    North         East     Units Scale Factor Converg.
 DH3216;SPC LA S     -   251,104.087   995,011.043   MT  1.00001454   -0 01 33.8
 DH3216;SPC LA S     -   823,830.66  3,264,465.40   sFT  1.00001454   -0 01 33.8
 DH3216;UTM  15      - 3,404,705.598   654,521.386   MT  0.99989454   +0 49 33.8
 DH3216
 DH3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3216!SPC LA S     -   1.00000189  x   1.00001454  =   1.00001643
 DH3216!UTM  15      -   1.00000189  x   0.99989454  =   0.99989643
 DH3216
 DH3216                          SUPERSEDED SURVEY CONTROL
 DH3216
 DH3216.No superseded survey control is available for this station.
 DH3216
 DH3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5452104706(NAD 83)
 DH3216_MARKER: DD = SURVEY DISK
 DH3216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3216_STAMPING: BAYOU SARA
 DH3216_PROJECTION: RECESSED 15 CENTIMETERS
 DH3216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3216+STABILITY: SURFACE MOTION
 DH3216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3216+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 DH3216
 DH3216  HISTORY     - Date     Condition        Report By
 DH3216  HISTORY     - UNK      MONUMENTED       USACE
 DH3216  HISTORY     - 20030529 GOOD             3001
 DH3216  HISTORY     - 20060418 GOOD             AERODA
 DH3216
 DH3216                          STATION DESCRIPTION
 DH3216
 DH3216'DESCRIBED BY 3001, INC 2003 (MH)
 DH3216'THE STATION IS LOCATED ON WEST FELICIANA PARISH, 1.2 MILES SOUTH
 DH3216'SOUTHWEST ST  FRANCISVILLE,, LA 9.2 MILES NORTHWEST OF PORT HUDSON, LA
 DH3216'AND 5.4 MILES NORTHEAST OF NEW  ROADS, LA
 DH3216' 
 DH3216'OWNERSHIP- COE
 DH3216' 
 DH3216'TO REACH THE STATION FROM THE INTERSECTION OF HWY 10 AND HWY 3057 IN
 DH3216'ST FRANCISVILLE, LA  GO SOUTHWEST, THEN SOUTH ON HWY 10 FOR 1.6 MILES
 DH3216'TO JUNCTION OF HWY 10 AND A GRAVEL RD  ON LEFT LEADING  INTO COE
 DH3216'CASTING FIELD, TURN LEFT (EAST) AND GO 0.6 MILES AND MARK ON LEFT ON
 DH3216'TOP OF LEVEE  NEAR YELLOW IRON GATES AND GRAVEL RAMP LEADING OVER
 DH3216'LEVEE.
 DH3216' 
 DH3216'THE STATION IS A COE BRASS CAP SET IN CONCRETE .5' BELOW GROUND
 DH3216'SURFACE, STAMPED BAYOU  SARA 2003, 121' NORTHWEST OF A POWERPOLE
 DH3216'W/TRANSFORMERS, 105' EAST OF POWER POLE, 2.5'  SOUTH SOUTHWEST  OF A
 DH3216'YELLOW IRON CABLE POST, 46.5 NORTH WEST OF THE SOUTHWEST CORNER OF
 DH3216'IRON GATE  POSTS, 13' NORTH OF CENTERLINE OF GRAVEL LEVEE RD 2.8'
 DH3216'SOUTH OF LANDSIDE CROWN OF LEVEE.  STAFF GAGE NO. 01140  ABOUT 200'
 DH3216'SOUTHEAST OF MONUMENT
 DH3216
 DH3216                          STATION RECOVERY (2006)
 DH3216
 DH3216'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 DH3216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5286 ***********************************************************************
 BJ5286  DESIGNATION -  BAYOU SORREL LOCKS
 BJ5286  PID         -  BJ5286
 BJ5286  STATE/COUNTY-  LA/IBERVILLE
 BJ5286  USGS QUAD   -  BAYOU SORREL (1992)
 BJ5286
 BJ5286                         *CURRENT SURVEY CONTROL
 BJ5286  ___________________________________________________________________
 BJ5286* NAD 83(1992)-  30 08 00.86768(N)    091 19 21.19278(W)     ADJUSTED  
 BJ5286* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 BJ5286  ___________________________________________________________________
 BJ5286  X           -    -127,425.215 (meters)                     COMP
 BJ5286  Y           -  -5,519,345.742 (meters)                     COMP
 BJ5286  Z           -   3,183,175.949 (meters)                     COMP
 BJ5286  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ5286  ELLIP HEIGHT-         -25.00  (meters)          (07/18/02) GPS OBS
 BJ5286  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ5286
 BJ5286  HORZ ORDER  -  FIRST
 BJ5286  ELLP ORDER  -  FOURTH    CLASS II
 BJ5286
 BJ5286.The horizontal coordinates were established by GPS observations
 BJ5286.and adjusted by the National Geodetic Survey in January 1993..
 BJ5286
 BJ5286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5286
 BJ5286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5286
 BJ5286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5286
 BJ5286.The ellipsoidal height was determined by GPS observations
 BJ5286.and is referenced to NAD 83.
 BJ5286
 BJ5286.The geoid height was determined by GEOID03.
 BJ5286
 BJ5286;                    North         East     Units Scale Factor Converg.
 BJ5286;SPC LA S     -   181,072.569 1,001,038.631   MT  0.99992842   +0 00 19.4
 BJ5286;SPC LA S     -   594,068.92  3,284,240.91   sFT  0.99992842   +0 00 19.4
 BJ5286;UTM  15      - 3,334,774.255   661,580.256   MT  0.99992211   +0 50 32.2
 BJ5286
 BJ5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5286!SPC LA S     -   1.00000393  x   0.99992842  =   0.99993235
 BJ5286!UTM  15      -   1.00000393  x   0.99992211  =   0.99992604
 BJ5286
 BJ5286                          SUPERSEDED SURVEY CONTROL
 BJ5286
 BJ5286  ELLIP H (01/21/93)  -24.94   (m)                       GP(       ) 4 2
 BJ5286  NAD 83(1986)-  30 08 00.88894(N)    091 19 21.19188(W) AD(       ) 1
 BJ5286  NGVD 29 (04/21/89)    2.0    (m)            7.     (f) GPS OBS        
 BJ5286
 BJ5286.Superseded values are not recommended for survey control.
 BJ5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5286.See file dsdata.txt to determine how the superseded data were derived.
 BJ5286
 BJ5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6158034774(NAD 83)
 BJ5286_MARKER: I = METAL ROD
 BJ5286_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BJ5286_SP_SET: OBJECT DRIVEN INTO GROUND
 BJ5286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5286+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BJ5286
 BJ5286  HISTORY     - Date     Condition        Report By
 BJ5286  HISTORY     - 1986     MONUMENTED       GEOHYD
 BJ5286
 BJ5286                          STATION DESCRIPTION
 BJ5286
 BJ5286'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 BJ5286'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF BATON ROUGE, 6 MILES
 BJ5286'NORTH OF BAYOU PIGEON, ALONG THE EAST SIDE OF MORGAN CITY ALTERNATE
 BJ5286'ROUTE OF THE INTERCOASTAL AND AT THE CORPS OF ENGINEERS SORREL LOCKS.
 BJ5286'
 BJ5286'TO REACH THE STATION FROM BAYOU PIGEON, GO NORTH ON PAVED ROAD THAT
 BJ5286'TURNS TO A SHELL ROAD FOR 5.6 MILES TO THE SORREL LOCKS AND STATION
 BJ5286'AS DESCRIBED.
 BJ5286'
 BJ5286'THE STATION IS THE MOST WEST ONE OF TWO STAINLESS STEEL RODS DRIVEN
 BJ5286'IN THE GROUND ENCASED IN A WHITE PVC PIPE.  IT IS 2.15 FEET WEST OF
 BJ5286'THE REFERENCE MARK WHICH IS A ROD DRIVEN IN THE GROUND AND ENCASED IN
 BJ5286'A WHITE PVC PIPE PAINTED ORANGE ON THE INSIDE OF THE PIPE, 63 FEET
 BJ5286'NORTH OF A FIRE HYDRANT, 45 FEET SOUTH OF THE SOUTH EAST CORNER OF A
 BJ5286'METAL EXPLOSIVE SHED AND AT THE WEST END OF A BLACK AND YELLOW PIPE
 BJ5286'PARKING BARRIER THAT PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1237 ***********************************************************************
 AT1237  DESIGNATION -  BAYOU ST DENIS N ENTRANCE LT
 AT1237  PID         -  AT1237
 AT1237  STATE/COUNTY-  LA/JEFFERSON
 AT1237  USGS QUAD   -  WILKINSON BAY (1992)
 AT1237
 AT1237                         *CURRENT SURVEY CONTROL
 AT1237  ___________________________________________________________________
 AT1237* NAD 83(1992)-  29 26 59.24636(N)    089 58 18.76647(W)     ADJUSTED  
 AT1237* NAVD 88     -                                                        
 AT1237  **This station is located in a subsidence area (see below).
 AT1237  ___________________________________________________________________
 AT1237  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AT1237  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AT1237
 AT1237  HORZ ORDER  -  THIRD
 AT1237
 AT1237.The horizontal coordinates were established by classical geodetic methods
 AT1237.and adjusted by the National Geodetic Survey in January 1993..
 AT1237
 AT1237 ** The orthometric height has not been validated since last determined
 AT1237 ** by differential leveling and should not be used for control purposes.
 AT1237 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1237 ** area with valid NAVD 88 orthometric heights.
 AT1237 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1237 ** epoch indicated which incorporates improved geoid heights for the
 AT1237 ** Southern Louisiana Subsidence area.
 AT1237 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1237
 AT1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1237
 AT1237.The geoid height was determined by GEOID03.
 AT1237
 AT1237;                    North         East     Units Scale Factor Converg.
 AT1237;SPC LA S     -   106,065.103 1,132,073.335   MT  0.99997167   +0 40 50.7
 AT1237;SPC LA S     -   347,981.93  3,714,143.93   sFT  0.99997167   +0 40 50.7
 AT1237;UTM  16      - 3,261,498.017   211,733.918   MT  1.00062548   -1 27 43.8
 AT1237;UTM  15      - 3,261,638.650   793,723.944   MT  1.00066468   +1 29 23.6
 AT1237
 AT1237                          SUPERSEDED SURVEY CONTROL
 AT1237
 AT1237  NAD 83(1986)-  29 26 59.25962(N)    089 58 18.77326(W) AD(       ) 4
 AT1237  NAD 27      -  29 26 58.46800(N)    089 58 18.51300(W) AD(       ) 3
 AT1237
 AT1237.Superseded values are not recommended for survey control.
 AT1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1237.See file dsdata.txt to determine how the superseded data were derived.
 AT1237
 AT1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1173461498(NAD 83)
 AT1237_MARKER: 14 = NAVIGATION LIGHT
 AT1237
 AT1237  HISTORY     - Date     Condition        Report By
 AT1237  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1237
 AT1237                          STATION DESCRIPTION
 AT1237
 AT1237'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1238 ***********************************************************************
 AT1238  DESIGNATION -  BAYOU ST DENIS S ENTRANCE LT
 AT1238  PID         -  AT1238
 AT1238  STATE/COUNTY-  LA/JEFFERSON
 AT1238  USGS QUAD   -  WILKINSON BAY (1992)
 AT1238
 AT1238                         *CURRENT SURVEY CONTROL
 AT1238  ___________________________________________________________________
 AT1238* NAD 83(1992)-  29 26 24.11802(N)    089 57 30.41979(W)     ADJUSTED  
 AT1238* NAVD 88     -                                                        
 AT1238  **This station is located in a subsidence area (see below).
 AT1238  ___________________________________________________________________
 AT1238  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AT1238  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AT1238
 AT1238  HORZ ORDER  -  THIRD
 AT1238
 AT1238.The horizontal coordinates were established by classical geodetic methods
 AT1238.and adjusted by the National Geodetic Survey in January 1993..
 AT1238
 AT1238 ** The orthometric height has not been validated since last determined
 AT1238 ** by differential leveling and should not be used for control purposes.
 AT1238 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1238 ** area with valid NAVD 88 orthometric heights.
 AT1238 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1238 ** epoch indicated which incorporates improved geoid heights for the
 AT1238 ** Southern Louisiana Subsidence area.
 AT1238 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1238
 AT1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1238
 AT1238.The geoid height was determined by GEOID03.
 AT1238
 AT1238;                    North         East     Units Scale Factor Converg.
 AT1238;SPC LA S     -   104,999.173 1,133,389.045   MT  0.99997331   +0 41 14.9
 AT1238;SPC LA S     -   344,484.79  3,718,460.56   sFT  0.99997331   +0 41 14.9
 AT1238;UTM  16      - 3,260,382.916   213,009.681   MT  1.00061642   -1 27 18.4
 AT1238;UTM  15      - 3,260,590.669   795,055.499   MT  1.00067436   +1 29 45.7
 AT1238
 AT1238                          SUPERSEDED SURVEY CONTROL
 AT1238
 AT1238  NAD 83(1986)-  29 26 24.13109(N)    089 57 30.42672(W) AD(       ) 4
 AT1238  NAD 27      -  29 26 23.33700(N)    089 57 30.16700(W) AD(       ) 3
 AT1238
 AT1238.Superseded values are not recommended for survey control.
 AT1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1238.See file dsdata.txt to determine how the superseded data were derived.
 AT1238
 AT1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1301060383(NAD 83)
 AT1238_MARKER: 14 = NAVIGATION LIGHT
 AT1238
 AT1238  HISTORY     - Date     Condition        Report By
 AT1238  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1238
 AT1238                          STATION DESCRIPTION
 AT1238
 AT1238'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3047 ***********************************************************************
 AU3047  DESIGNATION -  BAYOUN
 AU3047  PID         -  AU3047
 AU3047  STATE/COUNTY-  LA/TERREBONNE
 AU3047  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3047
 AU3047                         *CURRENT SURVEY CONTROL
 AU3047  ___________________________________________________________________
 AU3047* NAD 83(1992)-  29 13 34.23395(N)    090 32 17.59263(W)     ADJUSTED  
 AU3047* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3047  **This station is located in a subsidence area (see below).
 AU3047  ___________________________________________________________________
 AU3047  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AU3047  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AU3047
 AU3047  HORZ ORDER  -  THIRD
 AU3047
 AU3047.The horizontal coordinates were established by classical geodetic methods
 AU3047.and adjusted by the National Geodetic Survey in January 1993..
 AU3047
 AU3047 ** The orthometric height has not been validated since last determined
 AU3047 ** by differential leveling and should not be used for control purposes.
 AU3047 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3047 ** area with valid NAVD 88 orthometric heights.
 AU3047 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3047 ** epoch indicated which incorporates improved geoid heights for the
 AU3047 ** Southern Louisiana Subsidence area.
 AU3047 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3047.The orthometric height was scaled from a topographic map.
 AU3047
 AU3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3047
 AU3047.The geoid height was determined by GEOID03.
 AU3047
 AU3047;                    North         East     Units Scale Factor Converg.
 AU3047;SPC LA S     -    80,763.143 1,077,306.349   MT  1.00001645   +0 23 51.2
 AU3047;SPC LA S     -   264,970.41  3,534,462.58   sFT  1.00001645   +0 23 51.2
 AU3047;UTM  15      - 3,235,555.403   739,292.148   MT  1.00030663   +1 12 09.2
 AU3047
 AU3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3047!SPC LA S     -   1.00000382  x   1.00001645  =   1.00002027
 AU3047!UTM  15      -   1.00000382  x   1.00030663  =   1.00031045
 AU3047
 AU3047|---------------------------------------------------------------------|
 AU3047| PID    Reference Object                     Distance      Geod. Az  |
 AU3047|                                                           dddmmss.s |
 AU3047| DD6328 BAYOUN RM 2                          17.310 METERS 00800     |
 AU3047| AU2994 THE TEX CO LAKE BARRE FLD TWR       APPROX. 5.0 KM 0963344.8 |
 AU3047| AU3041 PASS BARRE LIGHT                    APPROX. 2.4 KM 1131143.3 |
 AU3047| AU2995 TERREBONNE ISLAND                   APPROX.11.8 KM 1512811.4 |
 AU3047| AU3040 TERREBONNE BAY SHOAL DAY BCN        APPROX. 8.2 KM 1585744.7 |
 AU3047| DD6327 BAYOUN RM 1                          21.790 METERS 24208     |
 AU3047| AU3038 LAKE LAGRAISSE LIGHT                APPROX. 4.6 KM 2425419.4 |
 AU3047| AU3039 LAKE BARRE PASS LIGHT               APPROX. 4.6 KM 3032110.6 |
 AU3047|---------------------------------------------------------------------|
 AU3047
 AU3047                          SUPERSEDED SURVEY CONTROL
 AU3047
 AU3047  NAD 83(1986)-  29 13 34.25233(N)    090 32 17.60284(W) AD(       ) 3
 AU3047  NAD 27      -  29 13 33.42900(N)    090 32 17.28700(W) AD(       ) 3
 AU3047
 AU3047.Superseded values are not recommended for survey control.
 AU3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3047.See file dsdata.txt to determine how the superseded data were derived.
 AU3047
 AU3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3929235555(NAD 83)
 AU3047_MARKER: DS = TRIANGULATION STATION DISK
 AU3047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3047_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3047
 AU3047  HISTORY     - Date     Condition        Report By
 AU3047  HISTORY     - 1934     MONUMENTED       CGS
 AU3047  HISTORY     - 1953     GOOD             CGS
 AU3047  HISTORY     - 1965     GOOD             CGS
 AU3047
 AU3047                          STATION DESCRIPTION
 AU3047
 AU3047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3047'STATION IS ON THE S SIDE OF LAKE BARRE ABOUT 3-1/2 MILES E OF
 AU3047'SEA BREEZE, WHERE A GROUP OF SMALL MARSH ISLANDS FORM A SPIT
 AU3047'NORTHWARD INTO LAKE BARRE FROM THE MAIN GROUP OF ISLANDS AT THE
 AU3047'MOUTH OF BAYOU TERREBONNE.  THE STATION IS AT THE INNER SIDE OF
 AU3047'THE BAY SO FORMED ON A MAIN ISLAND AND JUST BEHIND A SMALL SPIT.
 AU3047'
 AU3047'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3047'SET IN CONCRETE IN THE TOP OF TILES.
 AU3047'
 AU3047'REFERENCE MARK NO. 1 IS 21.79 METERS (71.5 FEET) FROM THE STATION
 AU3047'S 62 DEG 02 MIN W.
 AU3047'
 AU3047'REFERENCE MARK NO. 2 IS 17.31 METERS (56.8 FEET) FROM THE STATION
 AU3047'S 22 DEG 05 MIN E.
 AU3047
 AU3047                          STATION RECOVERY (1953)
 AU3047
 AU3047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ALP)
 AU3047'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3047'A REVISED DESCRIPTION FOLLOWS--
 AU3047'
 AU3047'STATION IS LOCATED ON THE S SIDE OF LAKE BARRE, ABOUT 3.5 MI.
 AU3047'SE OF SEA BREEZE PASS, AT A POINT WHERE A GROUP OF SMALL MARSH
 AU3047'ISLANDS FORM A SPIT N INTO LAKE BARRE FROM THE MAIN GROUP OF
 AU3047'ISLANDS AT THE MOUTH OF BAYOU TERREBONNE, ON THE INNER SIDE OF THE
 AU3047'LAKE, JUST SW OF A SMALL COVE, 159 FT. SW OF A POINT AT THE
 AU3047'N EDGE OF THE COVE, 72 FT. S OF THE LAKE SHORE, 3 FT. S OF A
 AU3047'SMALL DRAIN LEADING W FROM THE COVE INTO THE MARSH, AND 18 FT. W
 AU3047'OF Y-INTERSECTION OF THE SMALL DRAIN.  IT IS A STANDARD
 AU3047'DISK, STAMPED BAYOUN 1934 AND SET IN THE TOP OF AN 8-IN.
 AU3047'CONCRETE MONUMENT FLUSH WITH THE MARSH.
 AU3047'
 AU3047'REFERENCE MARK 1 IS 71.5 FT. W-SW OF THE STATION, 76 FT. S OF
 AU3047'THE LAKE SHORE, AND ON THE N EDGE OF THE SMALL DRAIN LEADING INTO
 AU3047'THE MARSH.  IT IS A STANDARD DISK, STAMPED BAYOUN 1934 NO 1
 AU3047'AND SET IN THE TOP OF AN 8-IN. CONCRETE MONUMENT FLUSH WITH THE
 AU3047'GROUND.
 AU3047'
 AU3047'REFERENCE MARK 2 IS 56.8 FT. S OF THE STATION, 60 FT. S OF THE
 AU3047'SMALL DRAIN, AND 129 FT. S OF THE LAKE SHORE.  IT IS A STANDARD
 AU3047'DISK, STAMPED BAYOUN 1934 NO 2 AND SET IN THE TOP OF AN 8-IN.
 AU3047'CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE THE GROUND.
 AU3047
 AU3047                          STATION RECOVERY (1965)
 AU3047
 AU3047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3047'THE STATION WAS RECOVERED, BUT IT IS AWASH, AN OLD SCAFFOLD IS
 AU3047'OVER THE STATION MARK.  THE STATION SHOULD BE MOVED BACK FROM THE
 AU3047'HIGH WATER LINE.  A 1-1/4 INCH PIPE WITNESS POST IS SET 12 FEET
 AU3047'SOUTH OF THE STATION.
 AU3047'
 AU3047'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AU3047'
 AU3047'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4388 ***********************************************************************
 BJ4388  DESIGNATION -  BAYSIDE
 BJ4388  PID         -  BJ4388
 BJ4388  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4388  USGS QUAD   -  RESERVE (1994)
 BJ4388
 BJ4388                         *CURRENT SURVEY CONTROL
 BJ4388  ___________________________________________________________________
 BJ4388* NAD 83(1992)-  30 03 23.69720(N)    090 34 42.17034(W)     ADJUSTED  
 BJ4388* NAVD 88     -        77.4  **(meters)     254.   **(feet)  VERTCON   
 BJ4388  **This station is located in a subsidence area (see below).
 BJ4388  ___________________________________________________________________
 BJ4388  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ4388  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BJ4388
 BJ4388  HORZ ORDER  -  FIRST
 BJ4388
 BJ4388.The horizontal coordinates were established by classical geodetic methods
 BJ4388.and adjusted by the National Geodetic Survey in January 1993..
 BJ4388
 BJ4388 ** The orthometric height has not been validated since last determined
 BJ4388 ** by differential leveling and should not be used for control purposes.
 BJ4388 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4388 ** area with valid NAVD 88 orthometric heights.
 BJ4388 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4388 ** epoch indicated which incorporates improved geoid heights for the
 BJ4388 ** Southern Louisiana Subsidence area.
 BJ4388 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4388
 BJ4388.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4388
 BJ4388.The geoid height was determined by GEOID03.
 BJ4388
 BJ4388;                    North         East     Units Scale Factor Converg.
 BJ4388;SPC LA S     -   172,778.092 1,072,795.319   MT  0.99992622   +0 22 38.9
 BJ4388;SPC LA S     -   566,856.12  3,519,662.64   sFT  0.99992622   +0 22 38.9
 BJ4388;UTM  15      - 3,327,527.162   733,461.860   MT  1.00027250   +1 12 48.3
 BJ4388
 BJ4388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4388!SPC LA S     -   0.99999198  x   0.99992622  =   0.99991820
 BJ4388!UTM  15      -   0.99999198  x   1.00027250  =   1.00026448
 BJ4388
 BJ4388:                Primary Azimuth Mark                     Grid Az
 BJ4388:SPC LA S     -  GRAMERCY EAST BASE                       039 19 20.0
 BJ4388:UTM  15      -  GRAMERCY EAST BASE                       038 29 10.6
 BJ4388
 BJ4388|---------------------------------------------------------------------|
 BJ4388| PID    Reference Object                     Distance      Geod. Az  |
 BJ4388|                                                           dddmmss.s |
 BJ4388| BJ1614 GRAMERCY EAST BASE                  APPROX. 2.1 KM 0394158.9 |
 BJ4388| CV9632 BAYSIDE RP SE CORNER                  5.783 METERS 15910     |
 BJ4388| CV9633 BAYSIDE RP SW CORNER                  5.774 METERS 18635     |
 BJ4388|---------------------------------------------------------------------|
 BJ4388
 BJ4388                          SUPERSEDED SURVEY CONTROL
 BJ4388
 BJ4388  NAD 83(1986)-  30 03 23.71416(N)    090 34 42.17177(W) AD(       ) 1
 BJ4388  NAD 27      -  30 03 22.98715(N)    090 34 41.85748(W) AD(       ) 1
 BJ4388  NGVD 29 (07/19/86)   77.5    (m)          254.     (f) VERT ANG       
 BJ4388
 BJ4388.Superseded values are not recommended for survey control.
 BJ4388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4388.See file dsdata.txt to determine how the superseded data were derived.
 BJ4388
 BJ4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3346227527(NAD 83)
 BJ4388_MARKER: DS = TRIANGULATION STATION DISK
 BJ4388_SETTING: 0 = UNSPECIFIED SETTING
 BJ4388
 BJ4388  HISTORY     - Date     Condition        Report By
 BJ4388  HISTORY     - 1973     MONUMENTED       NGS
 BJ4388
 BJ4388                          STATION DESCRIPTION
 BJ4388
 BJ4388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4388'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF VACHERIE, 6.5
 BJ4388'MILES EAST OF GRAMERCY, 1.5 MILES WEST OF RESERVE, ON THE NORTH BANK
 BJ4388'OF THE MISSISSIPPI RIVER AND ON THE HIGHEST POINT ON THE ROOF OF
 BJ4388'THE BAYSIDE ELEVATOR COMPANY, PHONE NUMBER 721-2319, P. O. DRAW BOX
 BJ4388'AC, RESERVE, LOUISIANA.
 BJ4388'
 BJ4388'TO REACH THE STATION FROM THE POST OFFICE IN RESERVE GO SOUTH ON
 BJ4388'STATE HIGHWAY 53 FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAY 44.
 BJ4388'TURN RIGHT AND GO WESTERLY ON STATE HIGHWAY 44 FOR 1.5 MILES TO A
 BJ4388'GATE OF A PLANT ENTRANCE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH,
 BJ4388'AND GO NORTH FOR ABOUT 100 FEET TO THE ELEVATOR ON THE RIGHT AND THE
 BJ4388'STATION ON THE HIGHEST POINT OF THE ROOF OF THE ELEVATOR.
 BJ4388'
 BJ4388'THE STATION MARK IS A STANDARD DISK STAMPED BAYSIDE 1972, SET IN A
 BJ4388'DRILL HOLE IN THE ROOF OF THE ELEVATOR.  IT IS 4.5 FEET WEST OF THE
 BJ4388'EAST EDGE OF THE ROOF, 4.5 FEET EAST OF THE WEST EDGE OF THE ROOF
 BJ4388'AND 3.5 FEET SOUTH OF THE NORTH EDGE OF THE ROOF.
 BJ4388'
 BJ4388'TRIANGULATION STATION GRAMERCY E B 1929 CAN BE USED AS AN AZIMUTH FOR
 BJ4388'THIS STATION.  FOR A ROUTE TO REACH SEE THE 1973 RECOVERY NOTE
 BJ4388'THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3491 ***********************************************************************
 BJ3491  DESIGNATION -  BAYWOOD
 BJ3491  PID         -  BJ3491
 BJ3491  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3491  USGS QUAD   -  PRIDE (1980)
 BJ3491
 BJ3491                         *CURRENT SURVEY CONTROL
 BJ3491  ___________________________________________________________________
 BJ3491* NAD 83(1986)-  30 41 58.     (N)    090 54 12.     (W)     SCALED    
 BJ3491* NAVD 88     -        40.413  (meters)     132.59   (feet)  ADJUSTED  
 BJ3491  ___________________________________________________________________
 BJ3491  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3491  DYNAMIC HT  -          40.361 (meters)     132.42  (feet)  COMP
 BJ3491  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3491
 BJ3491  VERT ORDER  -  SECOND    CLASS I
 BJ3491
 BJ3491.The horizontal coordinates were scaled from a topographic map and have
 BJ3491.an estimated accuracy of +/- 6 seconds.
 BJ3491
 BJ3491.The orthometric height was determined by differential leveling
 BJ3491.and adjusted by the National Geodetic Survey in February 1994..
 BJ3491
 BJ3491.The geoid height was determined by GEOID03.
 BJ3491
 BJ3491.The dynamic height is computed by dividing the NAVD 88
 BJ3491.geopotential number by the normal gravity value computed on the
 BJ3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3491.degrees latitude (g = 980.6199 gals.).
 BJ3491
 BJ3491.The modeled gravity was interpolated from observed gravity values.
 BJ3491
 BJ3491;                    North         East    Units  Estimated Accuracy
 BJ3491;SPC LA S     -   243,880.    1,041,200.      MT  (+/- 180 meters Scaled)
 BJ3491
 BJ3491                          SUPERSEDED SURVEY CONTROL
 BJ3491
 BJ3491.No superseded survey control is available for this station.
 BJ3491
 BJ3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP008981(NAD 83)
 BJ3491_MARKER: DS = TRIANGULATION STATION DISK
 BJ3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3491_SP_SET: CONCRETE POST
 BJ3491_STAMPING: BAYWOOD 1970
 BJ3491_MARK LOGO: NGS   
 BJ3491_PROJECTION: PROJECTING 8 CENTIMETERS
 BJ3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3491+STABILITY: SURFACE MOTION
 BJ3491
 BJ3491  HISTORY     - Date     Condition        Report By
 BJ3491  HISTORY     - 1970     MONUMENTED       NGS
 BJ3491  HISTORY     - 1983     GOOD             LADTD
 BJ3491
 BJ3491                          STATION DESCRIPTION
 BJ3491
 BJ3491'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3491'10.8 KM (6.7 MI) EAST FROM PRIDE.
 BJ3491'ABOUT 2.4 KM (1.5 MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3491'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3491'THENCE RIGHT AND EAST ON MAHONEY ROAD FOR 3.1 KM (1.9 MILES) TO THE
 BJ3491'JUNCTION OF MAHONEY ROAD AND PRIDE-BAYWOOD ROAD, THENCE LEFT AND EAST
 BJ3491'ON PRIDE-BAYWOOD ROAD FOR 5.3 KM (3.3 MILES) TO THE SECOND JUNCTION OF
 BJ3491'THE PRIDE-BAYWOOD ROAD AND JIM PRICE ROAD WITH THE STATION MARK ON THE
 BJ3491'RIGHT, 31.1 METERS (102 FEET) SOUTHEAST OF THE CENTER OF THE
 BJ3491'INTERSECTION OF THE TWO ROADS AND 7 METERS (23 FEET) SOUTHWEST OF A
 BJ3491'RIGHT-OF-WAY MARKER.
 BJ3491'THE MARK IS 1.68 METERS  NW FROM A WITNESS POST.
 BJ3491'THE MARK IS ABOVE LEVEL WITH PRIDE-BAYWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4649 ***********************************************************************
 BJ4649  DESIGNATION -  BAYWOOD
 BJ4649  PID         -  BJ4649
 BJ4649  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4649  USGS QUAD   -  PRIDE (1980)
 BJ4649
 BJ4649                         *CURRENT SURVEY CONTROL
 BJ4649  ___________________________________________________________________
 BJ4649* NAD 83(1992)-  30 41 57.78164(N)    090 54 12.07608(W)     ADJUSTED  
 BJ4649* NAVD 88     -        40.5    (meters)     133.     (feet)  VERTCON   
 BJ4649  ___________________________________________________________________
 BJ4649  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BJ4649  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4649
 BJ4649  HORZ ORDER  -  FIRST
 BJ4649
 BJ4649.The horizontal coordinates were established by classical geodetic methods
 BJ4649.and adjusted by the National Geodetic Survey in January 1993..
 BJ4649
 BJ4649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4649
 BJ4649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4649
 BJ4649.The geoid height was determined by GEOID03.
 BJ4649
 BJ4649;                    North         East     Units Scale Factor Converg.
 BJ4649;SPC LA S     -   243,872.396 1,041,192.968   MT  0.99999987   +0 12 54.0
 BJ4649;SPC LA S     -   800,104.69  3,415,980.60   sFT  0.99999987   +0 12 54.0
 BJ4649;UTM  15      - 3,398,163.143   700,805.248   MT  1.00009744   +1 04 14.8
 BJ4649
 BJ4649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4649!SPC LA S     -   0.99999792  x   0.99999987  =   0.99999779
 BJ4649!UTM  15      -   0.99999792  x   1.00009744  =   1.00009536
 BJ4649
 BJ4649|---------------------------------------------------------------------|
 BJ4649| PID    Reference Object                     Distance      Geod. Az  |
 BJ4649|                                                           dddmmss.s |
 BJ4649| BJ3492 BAYWOOD RM 1                         34.796 METERS 02743     |
 BJ4649| BJ4638 PINE GROVE LOT                      APPROX.14.5 KM 0845200.6 |
 BJ4649| BJ3493 BAYWOOD AZ MK                                      0915641.0 |
 BJ4649| BJ4639 PINE GROVE SHELL PIPELINE MW        APPROX.12.8 KM 1285839.0 |
 BJ4649| BJ4652 PRIDE ATT MICROWAVE                 APPROX. 8.3 KM 2590519.3 |
 BJ4649| BJ3490 BAYWOOD RM 2                         29.210 METERS 27610     |
 BJ4649| BJ4650 PRIDE LOT                           APPROX. 3.6 KM 2863003.0 |
 BJ4649|---------------------------------------------------------------------|
 BJ4649
 BJ4649                          SUPERSEDED SURVEY CONTROL
 BJ4649
 BJ4649  NAD 83(1986)-  30 41 57.79852(N)    090 54 12.07288(W) AD(       ) 1
 BJ4649  NAD 27      -  30 41 57.13562(N)    090 54 11.70892(W) AD(       ) 1
 BJ4649  NGVD 29 (07/19/86)   40.5    (m)          133.     (f) VERT ANG       
 BJ4649
 BJ4649.Superseded values are not recommended for survey control.
 BJ4649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4649.See file dsdata.txt to determine how the superseded data were derived.
 BJ4649
 BJ4649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0080598163(NAD 83)
 BJ4649_MARKER: DS = TRIANGULATION STATION DISK
 BJ4649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4649
 BJ4649  HISTORY     - Date     Condition        Report By
 BJ4649  HISTORY     - 1970     MONUMENTED       NGS
 BJ4649
 BJ4649                          STATION DESCRIPTION
 BJ4649
 BJ4649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4649'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHWEST OF GRANGEVILLE,
 BJ4649'4-1/2 MILES EAST OF PRIDE AND 1 MILE WEST-NORTHWEST OF BAYWOOD.  IT
 BJ4649'IS IN THE EXTREME SOUTHWEST CORNER OF SECTION 40, T 4 S, R 3 E.  THE
 BJ4649'PROPERTY IS OWNED BY THE INTERNATIONAL PAPER COMPANY OF AMITE,
 BJ4649'POST OFFICE BOX 157, TELEPHONE NUMBER 748-8226.
 BJ4649'
 BJ4649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 63 AND 37,
 BJ4649'ABOUT 1-1/2 MILES SOUTHWEST OF GRANGEVILLE, GO SOUTHWEST ON STATE
 BJ4649'HIGHWAY 37 FOR 3.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BJ4649'GO WESTERLY ON PRIDE-BAYWOOD ROAD FOR 1.2 MILES TO A METAL GATE
 BJ4649'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY ON
 BJ4649'PRIDE-BAYWOOD ROAD FOR 0.2 MILE TO JIM PRICE ROAD AND THE STATION
 BJ4649'ON THE LEFT, IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 BJ4649'
 BJ4649'THE STATION MARK IS A STANDARD DISK STAMPED, BAYWOOD 1970, SET IN THE
 BJ4649'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 BJ4649'INCHES.  IT IS 102 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 BJ4649'OF THE TWO ROADS, 23 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 BJ4649'POST AND 5.5 FEET NORTHWEST OF A METAL WITNESS POST.
 BJ4649'
 BJ4649'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BAYWOOD NO 1 1970, SET
 BJ4649'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 BJ4649'2 INCHES.  IT IS 40 FEET NORTH-NORTHEAST OF THE CENTER OF PRICE-
 BJ4649'BAYWOOD ROAD AND 0.8 FOOT SOUTH OF A WIRE FENCE.
 BJ4649'
 BJ4649'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BAYWOOD NO 2 1970, SET
 BJ4649'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 BJ4649'3 INCHES.  IT IS 32.5 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST,
 BJ4649'28 FEET WEST OF THE CENTER OF JIM PRICE ROAD AND 1.0 FEET EAST OF
 BJ4649'A WIRE FENCE.
 BJ4649'
 BJ4649'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BAYWOOD 1970, SET IN THE
 BJ4649'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 BJ4649'INCHES.  IT IS 42 FEET NORTH OF THE CENTER OF PRIDE-BAYWOOD ROAD,
 BJ4649'16 FEET EAST OF THE EAST GATE POST OF METAL GATE, 1.8 FEET WEST OF
 BJ4649'A METAL WITNESS POST AND 0.5 FOOT SOUTH OF A WIRE FENCE.
 BJ4649'
 BJ4649'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3493 ***********************************************************************
 BJ3493  DESIGNATION -  BAYWOOD AZ MK
 BJ3493  PID         -  BJ3493
 BJ3493  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3493  USGS QUAD   -  PRIDE (1980)
 BJ3493
 BJ3493                         *CURRENT SURVEY CONTROL
 BJ3493  ___________________________________________________________________
 BJ3493* NAD 83(1986)-  30 41 56.     (N)    090 53 57.     (W)     SCALED    
 BJ3493* NAVD 88     -        39.063  (meters)     128.16   (feet)  ADJUSTED  
 BJ3493  ___________________________________________________________________
 BJ3493  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3493  DYNAMIC HT  -          39.013 (meters)     128.00  (feet)  COMP
 BJ3493  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3493
 BJ3493  VERT ORDER  -  SECOND    CLASS I
 BJ3493
 BJ3493.The horizontal coordinates were scaled from a topographic map and have
 BJ3493.an estimated accuracy of +/- 6 seconds.
 BJ3493
 BJ3493.The orthometric height was determined by differential leveling
 BJ3493.and adjusted by the National Geodetic Survey in February 1994..
 BJ3493
 BJ3493.The geoid height was determined by GEOID03.
 BJ3493
 BJ3493.The dynamic height is computed by dividing the NAVD 88
 BJ3493.geopotential number by the normal gravity value computed on the
 BJ3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3493.degrees latitude (g = 980.6199 gals.).
 BJ3493
 BJ3493.The modeled gravity was interpolated from observed gravity values.
 BJ3493
 BJ3493;                    North         East    Units  Estimated Accuracy
 BJ3493;SPC LA S     -   243,820.    1,041,590.      MT  (+/- 180 meters Scaled)
 BJ3493
 BJ3493                          SUPERSEDED SURVEY CONTROL
 BJ3493
 BJ3493.No superseded survey control is available for this station.
 BJ3493
 BJ3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP012981(NAD 83)
 BJ3493_MARKER: DZ = AZIMUTH MARK DISK
 BJ3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3493_SP_SET: CONCRETE POST
 BJ3493_STAMPING: BAYWOOD 1970
 BJ3493_MARK LOGO: NGS   
 BJ3493_PROJECTION: PROJECTING 8 CENTIMETERS
 BJ3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3493+STABILITY: SURFACE MOTION
 BJ3493
 BJ3493  HISTORY     - Date     Condition        Report By
 BJ3493  HISTORY     - 1970     MONUMENTED       NGS
 BJ3493  HISTORY     - 1983     GOOD             LADTD
 BJ3493
 BJ3493                          STATION DESCRIPTION
 BJ3493
 BJ3493'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3493'11.1 KM (6.9 MI) EAST FROM PRIDE.
 BJ3493'ABOUT 2.4 KM (1.5 MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3493'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3493'THENCE RIGHT AND EAST ON MAHONEY ROAD FOR 3.1 KM (1.9 MILES) TO THE
 BJ3493'JUNCTION OF MAHONEY ROAD AND PRIDE-BAYWOOD ROAD, THENCE LEFT AND EAST
 BJ3493'ON PRIDE-BAYWOOD ROAD FOR 5.6 KM (3.5 MILES) TO THE AZIMUTH MARK ON
 BJ3493'THE LEFT NEAR A METAL GATE, 12.8 METERS (42 FEET) NORTH OF THE CENTER
 BJ3493'OF PRIDE-BAYWOOD ROAD, 4.9 METERS (16 FEET) EAST OF THE EAST GATE POST
 BJ3493'OF A METAL GATE AND 0.2 METER (0.5 FOOT) SOUTH OF A FENCE.
 BJ3493'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3493'THE MARK IS 0.61 M ABOVE PRIDE-BAYWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3492 ***********************************************************************
 BJ3492  DESIGNATION -  BAYWOOD RM 1
 BJ3492  PID         -  BJ3492
 BJ3492  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3492  USGS QUAD   -  PRIDE (1980)
 BJ3492
 BJ3492                         *CURRENT SURVEY CONTROL
 BJ3492  ___________________________________________________________________
 BJ3492* NAD 83(1986)-  30 41 58.     (N)    090 54 12.     (W)     SCALED    
 BJ3492* NAVD 88     -        40.347  (meters)     132.37   (feet)  ADJUSTED  
 BJ3492  ___________________________________________________________________
 BJ3492  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3492  DYNAMIC HT  -          40.295 (meters)     132.20  (feet)  COMP
 BJ3492  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3492
 BJ3492  VERT ORDER  -  SECOND    CLASS I
 BJ3492
 BJ3492.The horizontal coordinates were scaled from a topographic map and have
 BJ3492.an estimated accuracy of +/- 6 seconds.
 BJ3492
 BJ3492.The orthometric height was determined by differential leveling
 BJ3492.and adjusted by the National Geodetic Survey in February 1994..
 BJ3492
 BJ3492.The geoid height was determined by GEOID03.
 BJ3492
 BJ3492.The dynamic height is computed by dividing the NAVD 88
 BJ3492.geopotential number by the normal gravity value computed on the
 BJ3492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3492.degrees latitude (g = 980.6199 gals.).
 BJ3492
 BJ3492.The modeled gravity was interpolated from observed gravity values.
 BJ3492
 BJ3492;                    North         East    Units  Estimated Accuracy
 BJ3492;SPC LA S     -   243,880.    1,041,200.      MT  (+/- 180 meters Scaled)
 BJ3492
 BJ3492                          SUPERSEDED SURVEY CONTROL
 BJ3492
 BJ3492.No superseded survey control is available for this station.
 BJ3492
 BJ3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP008981(NAD 83)
 BJ3492_MARKER: DR = REFERENCE MARK DISK
 BJ3492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3492_SP_SET: CONCRETE POST
 BJ3492_STAMPING: BAYWOOD NO 1 1970
 BJ3492_MARK LOGO: NGS   
 BJ3492_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3492+STABILITY: SURFACE MOTION
 BJ3492
 BJ3492  HISTORY     - Date     Condition        Report By
 BJ3492  HISTORY     - 1970     MONUMENTED       NGS
 BJ3492  HISTORY     - 1983     GOOD             LADTD
 BJ3492
 BJ3492                          STATION DESCRIPTION
 BJ3492
 BJ3492'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3492'10.8 KM (6.7 MI) EAST FROM PRIDE.
 BJ3492'ABOUT 2.4 KM (1.5 MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3492'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3492'THENCE RIGHT AND EAST ON MAHONEY ROAD FOR 3.1 KM (1.9 MILES) TO THE
 BJ3492'JUNCTION OF MAHONEY ROAD AND PRIDE-BAYWOOD ROAD, THENCE LEFT AND EAST
 BJ3492'ON PRIDE-BAYWOOD ROAD FOR 5.3 KM (3.3 MILES) TO THE SECOND JUNCTION OF
 BJ3492'THE PRIDE-BAYWOOD ROAD AND JIM PRICE ROAD WITH THE REFERENCE MARK ON
 BJ3492'THE LEFT, 34.7 METERS (114 FEET) NORTHEAST OF THE STATION MARK AND
 BJ3492'12.2 METERS (40 FEET) NORTH-NORTHEAST OF THE CENTER OF THE
 BJ3492'PRIDE-BAYWOOD ROAD.
 BJ3492'THE MARK IS 0.30 METERS  S FROM  A FENCE
 BJ3492'THE MARK IS ABOVE LEVEL WITH PRIDE-BAYWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3490 ***********************************************************************
 BJ3490  DESIGNATION -  BAYWOOD RM 2
 BJ3490  PID         -  BJ3490
 BJ3490  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3490  USGS QUAD   -  PRIDE (1980)
 BJ3490
 BJ3490                         *CURRENT SURVEY CONTROL
 BJ3490  ___________________________________________________________________
 BJ3490* NAD 83(1986)-  30 41 58.     (N)    090 54 12.     (W)     SCALED    
 BJ3490* NAVD 88     -        40.459  (meters)     132.74   (feet)  ADJUSTED  
 BJ3490  ___________________________________________________________________
 BJ3490  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3490  DYNAMIC HT  -          40.407 (meters)     132.57  (feet)  COMP
 BJ3490  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3490
 BJ3490  VERT ORDER  -  SECOND    CLASS I
 BJ3490
 BJ3490.The horizontal coordinates were scaled from a topographic map and have
 BJ3490.an estimated accuracy of +/- 6 seconds.
 BJ3490
 BJ3490.The orthometric height was determined by differential leveling
 BJ3490.and adjusted by the National Geodetic Survey in February 1994..
 BJ3490
 BJ3490.The geoid height was determined by GEOID03.
 BJ3490
 BJ3490.The dynamic height is computed by dividing the NAVD 88
 BJ3490.geopotential number by the normal gravity value computed on the
 BJ3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3490.degrees latitude (g = 980.6199 gals.).
 BJ3490
 BJ3490.The modeled gravity was interpolated from observed gravity values.
 BJ3490
 BJ3490;                    North         East    Units  Estimated Accuracy
 BJ3490;SPC LA S     -   243,880.    1,041,200.      MT  (+/- 180 meters Scaled)
 BJ3490
 BJ3490                          SUPERSEDED SURVEY CONTROL
 BJ3490
 BJ3490.No superseded survey control is available for this station.
 BJ3490
 BJ3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP008981(NAD 83)
 BJ3490_MARKER: DR = REFERENCE MARK DISK
 BJ3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3490_SP_SET: CONCRETE POST
 BJ3490_STAMPING: BAYWOOD NO 2 1970
 BJ3490_MARK LOGO: NGS   
 BJ3490_PROJECTION: PROJECTING 8 CENTIMETERS
 BJ3490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3490+STABILITY: SURFACE MOTION
 BJ3490
 BJ3490  HISTORY     - Date     Condition        Report By
 BJ3490  HISTORY     - 1970     MONUMENTED       NGS
 BJ3490  HISTORY     - 1983     GOOD             LADTD
 BJ3490
 BJ3490                          STATION DESCRIPTION
 BJ3490
 BJ3490'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3490'10.8 KM (6.7 MI) EAST FROM PRIDE.
 BJ3490'ABOUT 2.4 KM (1.5 MILES) NORTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3490'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MAHONEY ROAD,
 BJ3490'THENCE RIGHT AND EAST ON MAHONEY ROAD FOR 3.1 KM (1.9 MILES) TO THE
 BJ3490'JUNCTION OF MAHONEY ROAD AND PRIDE-BAYWOOD ROAD, THENCE LEFT AND EAST
 BJ3490'ON PRIDE-BAYWOOD ROAD FOR 5.3 KM (3.3 MILES) TO THE SECOND JUNCTION OF
 BJ3490'THE PRIDE-BAYWOOD ROAD AND JIM PRICE ROAD WITH THE REFERENCE MARK ON
 BJ3490'THE LEFT, 9.9 METERS (32.5 FEET) SOUTH OF A RIGHT-OF-WAY MARKER AND
 BJ3490'8.5 METERS (28 FEET) WEST OF THE CENTER OF JIM PRICE ROAD.
 BJ3490'THE MARK IS 0.30 METERS  E FROM  A FENCE
 BJ3490'THE MARK IS ABOVE LEVEL WITH JIM PRICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6205 ***********************************************************************
 AH6205  DESIGNATION -  BB 1
 AH6205  PID         -  AH6205
 AH6205  STATE/COUNTY-  LA/TERREBONNE
 AH6205  USGS QUAD   -  HUMPHREYS (1980)
 AH6205
 AH6205                         *CURRENT SURVEY CONTROL
 AH6205  ___________________________________________________________________
 AH6205* NAD 83(1992)-  29 36 27.88056(N)    090 51 37.20080(W)     ADJUSTED  
 AH6205* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AH6205  **This station is located in a subsidence area (see below).
 AH6205  ___________________________________________________________________
 AH6205  X           -     -83,331.466 (meters)                     COMP
 AH6205  Y           -  -5,549,222.679 (meters)                     COMP
 AH6205  Z           -   3,132,632.538 (meters)                     COMP
 AH6205  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6205  ELLIP HEIGHT-         -22.81  (meters)          (02/21/02) GPS OBS
 AH6205  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6205
 AH6205  HORZ ORDER  -  FIRST
 AH6205  ELLP ORDER  -  FIFTH     CLASS I
 AH6205
 AH6205.The horizontal coordinates were established by GPS observations
 AH6205.and adjusted by the National Geodetic Survey in December 1998..
 AH6205
 AH6205 ** The orthometric height has not been validated since last determined
 AH6205 ** by differential leveling and should not be used for control purposes.
 AH6205 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6205 ** area with valid NAVD 88 orthometric heights.
 AH6205 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6205 ** epoch indicated which incorporates improved geoid heights for the
 AH6205 ** Southern Louisiana Subsidence area.
 AH6205 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6205.The orthometric height was determined by GPS observations and a
 AH6205.high-resolution geoid model.
 AH6205
 AH6205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6205
 AH6205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6205
 AH6205.The ellipsoidal height was determined by GPS observations
 AH6205.and is referenced to NAD 83.
 AH6205
 AH6205.The geoid height was determined by GEOID03.
 AH6205
 AH6205;                    North         East     Units Scale Factor Converg.
 AH6205;SPC LA S     -   122,882.681 1,045,813.940   MT  0.99994913   +0 14 11.4
 AH6205;SPC LA S     -   403,157.60  3,431,141.23   sFT  0.99994913   +0 14 11.4
 AH6205;UTM  15      - 3,277,233.557   707,197.449   MT  1.00012974   +1 03 27.0
 AH6205
 AH6205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6205!SPC LA S     -   1.00000358  x   0.99994913  =   0.99995271
 AH6205!UTM  15      -   1.00000358  x   1.00012974  =   1.00013332
 AH6205
 AH6205                          SUPERSEDED SURVEY CONTROL
 AH6205
 AH6205  ELLIP H (12/17/98)  -22.78   (m)                       GP(       ) 4 2
 AH6205
 AH6205.Superseded values are not recommended for survey control.
 AH6205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6205.See file dsdata.txt to determine how the superseded data were derived.
 AH6205
 AH6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0719777234(NAD 83)
 AH6205_MARKER: DD = SURVEY DISK
 AH6205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH6205_SP_SET: ABUTMENT OF HANSON CANAL BRIDGE
 AH6205_STAMPING: BB-1 1993
 AH6205_MARK LOGO: TPCG  
 AH6205_PROJECTION: FLUSH
 AH6205_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6205+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6205
 AH6205  HISTORY     - Date     Condition        Report By
 AH6205  HISTORY     - 1993     MONUMENTED       GSENG
 AH6205
 AH6205                          STATION DESCRIPTION
 AH6205
 AH6205'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6205'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6205'U.S. HIGHWAY 90, (TOWNSHIP 17 SOUTH RANGE 16 EAST SECTION 41).
 AH6205'MONUMENT IS A TERREBONNE PARISH LIS DISK SET ON THE CONCRETE ABUTMENT
 AH6205'OF THE HANSON CANAL BRIDGE. MONUMENT IS 14.62 FT (4.46 M) SOUTH OF A
 AH6205'NAIL/SHINER IN THE CENTERLINE OF U.S. HIGHWAY 90, 55.70 FT (16.98 M)
 AH6205'WEST OF A FIRE HYDRANT, 26.5 FT (8.1 M) NORTH OF AN 8 INCH WATERLINE
 AH6205'CROSSING, 66.60 FT (20.30 M) NORTHEAST OF U.S.C. AND G.S. BENCH MARK
 AH6205'T-227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6193 ***********************************************************************
 AH6193  DESIGNATION -  BB 1 AZ MK
 AH6193  PID         -  AH6193
 AH6193  STATE/COUNTY-  LA/TERREBONNE
 AH6193  USGS QUAD   -  HUMPHREYS (1980)
 AH6193
 AH6193                         *CURRENT SURVEY CONTROL
 AH6193  ___________________________________________________________________
 AH6193* NAD 83(1992)-  29 36 23.92844(N)    090 52 00.58306(W)     ADJUSTED  
 AH6193* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6193  **This station is located in a subsidence area (see below).
 AH6193  ___________________________________________________________________
 AH6193  X           -     -83,961.428 (meters)                     COMP
 AH6193  Y           -  -5,549,272.675 (meters)                     COMP
 AH6193  Z           -   3,132,526.379 (meters)                     COMP
 AH6193  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6193  ELLIP HEIGHT-         -23.54  (meters)          (02/21/02) GPS OBS
 AH6193  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6193
 AH6193  HORZ ORDER  -  FIRST
 AH6193  ELLP ORDER  -  FIFTH     CLASS I
 AH6193
 AH6193.The horizontal coordinates were established by GPS observations
 AH6193.and adjusted by the National Geodetic Survey in December 1998..
 AH6193
 AH6193 ** The orthometric height has not been validated since last determined
 AH6193 ** by differential leveling and should not be used for control purposes.
 AH6193 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6193 ** area with valid NAVD 88 orthometric heights.
 AH6193 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6193 ** epoch indicated which incorporates improved geoid heights for the
 AH6193 ** Southern Louisiana Subsidence area.
 AH6193 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6193.The orthometric height was determined by GPS observations and a
 AH6193.high-resolution geoid model.
 AH6193
 AH6193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6193
 AH6193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6193
 AH6193.The ellipsoidal height was determined by GPS observations
 AH6193.and is referenced to NAD 83.
 AH6193
 AH6193.The geoid height was determined by GEOID03.
 AH6193
 AH6193;                    North         East     Units Scale Factor Converg.
 AH6193;SPC LA S     -   122,758.422 1,045,185.338   MT  0.99994926   +0 13 59.7
 AH6193;SPC LA S     -   402,749.92  3,429,078.90   sFT  0.99994926   +0 13 59.7
 AH6193;UTM  15      - 3,277,100.279   706,570.579   MT  1.00012653   +1 03 15.3
 AH6193
 AH6193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6193!SPC LA S     -   1.00000370  x   0.99994926  =   0.99995296
 AH6193!UTM  15      -   1.00000370  x   1.00012653  =   1.00013023
 AH6193
 AH6193                          SUPERSEDED SURVEY CONTROL
 AH6193
 AH6193  ELLIP H (12/17/98)  -23.52   (m)                       GP(       ) 4 2
 AH6193
 AH6193.Superseded values are not recommended for survey control.
 AH6193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6193.See file dsdata.txt to determine how the superseded data were derived.
 AH6193
 AH6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0657177100(NAD 83)
 AH6193_MARKER: DD = SURVEY DISK
 AH6193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6193_STAMPING: BB-1 AZ MK 1993
 AH6193_MARK LOGO: TPCG  
 AH6193_PROJECTION: FLUSH
 AH6193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6193+STABILITY: SURFACE MOTION
 AH6193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6193+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6193
 AH6193  HISTORY     - Date     Condition        Report By
 AH6193  HISTORY     - 1993     MONUMENTED       GSENG
 AH6193
 AH6193                          STATION DESCRIPTION
 AH6193
 AH6193'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6193'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6193'U.S. HIGHWAY 90, (TOWNSHIP 17 SOUTH RANGE 16 EAST SECTION 38).
 AH6193'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN GROUND 0.1 FT BELOW
 AH6193'THE LEVEL OF THE GROUND. MONUMENT IS ABOUT 2000 FT (609.6 M) WEST OF
 AH6193'THE CENTERLINE OF THE HANSON CANAL BRIDGE ON U.S. HIGHWAY 90, 22.7 FT
 AH6193'(6.9 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 90, 135.80 FT (41.39
 AH6193'M) WEST OF A NAIL/SHINER IN A LIGHT POLE, 16.35 FT (4.98 M) NORTH OF A
 AH6193'NAIL/SHINER IN A LIGHT POLE, 26.10 FT (7.96 M) NORTHEAST OF THE
 AH6193'NORTHEAST CORNER OF A CONCRETE DRIVEWAY AT 4639 U.S. HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0759 ***********************************************************************
 CQ0759  DESIGNATION -  BB 127
 CQ0759  PID         -  CQ0759
 CQ0759  STATE/COUNTY-  LA/JACKSON
 CQ0759  USGS QUAD   -  CHATHAM (1982)
 CQ0759
 CQ0759                         *CURRENT SURVEY CONTROL
 CQ0759  ___________________________________________________________________
 CQ0759* NAD 83(1986)-  32 19 09.     (N)    092 25 22.     (W)     SCALED    
 CQ0759* NAVD 88     -        58.77   (+/-2cm)     192.8    (feet)  VERTCON   
 CQ0759  ___________________________________________________________________
 CQ0759  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ0759
 CQ0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0759
 CQ0759.The horizontal coordinates were scaled from a topographic map and have
 CQ0759.an estimated accuracy of +/- 6 seconds.
 CQ0759
 CQ0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0759.The vertical order pertains to the NGVD 29 superseded value.
 CQ0759
 CQ0759.The geoid height was determined by GEOID03.
 CQ0759
 CQ0759;                    North         East    Units  Estimated Accuracy
 CQ0759;SPC LA N     -   201,710.    1,007,270.      MT  (+/- 180 meters Scaled)
 CQ0759
 CQ0759                          SUPERSEDED SURVEY CONTROL
 CQ0759
 CQ0759  NGVD 29 (??/??/??)   58.814  (m)          192.96   (f) ADJUSTED    2 0
 CQ0759
 CQ0759.Superseded values are not recommended for survey control.
 CQ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0759.See file dsdata.txt to determine how the superseded data were derived.
 CQ0759
 CQ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR543759(NAD 83)
 CQ0759_MARKER: DB = BENCH MARK DISK
 CQ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0759_STAMPING: BB 127 1949
 CQ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0759+STABILITY: SURFACE MOTION
 CQ0759
 CQ0759  HISTORY     - Date     Condition        Report By
 CQ0759  HISTORY     - 1949     MONUMENTED       CGS
 CQ0759  HISTORY     - 1950     GOOD             CGS
 CQ0759
 CQ0759                          STATION DESCRIPTION
 CQ0759
 CQ0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0759'2.4 MI NE FROM CHATHAM.
 CQ0759'1.55 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0759'AT CHATHAM, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD.  ON TOP OF A
 CQ0759'RISE, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9.0 FEET WEST OF A
 CQ0759'POWER POLE, 5.5 FEET EAST OF THE NORTH END OF A WOODEN GATE, 3.0 FEET
 CQ0759'EAST OF THE EXTENDED EAST WALL OF A FARMHOUSE LOCATED ON THE NORTH
 CQ0759'SIDE OF THE ROAD, 1.2 FEET EAST OF A REFERENCE POST, 0.9 FOOT NORTH OF
 CQ0759'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CQ0759'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6520 ***********************************************************************
 AH6520  DESIGNATION -  BB 2
 AH6520  PID         -  AH6520
 AH6520  STATE/COUNTY-  LA/TERREBONNE
 AH6520  USGS QUAD   -  BAYOU COCODRIE (1980)
 AH6520
 AH6520                         *CURRENT SURVEY CONTROL
 AH6520  ___________________________________________________________________
 AH6520* NAD 83(1992)-  29 36 29.93688(N)    090 53 21.86160(W)     ADJUSTED  
 AH6520* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6520  **This station is located in a subsidence area (see below).
 AH6520  ___________________________________________________________________
 AH6520  X           -     -86,146.690 (meters)                     COMP
 AH6520  Y           -  -5,549,147.717 (meters)                     COMP
 AH6520  Z           -   3,132,687.196 (meters)                     COMP
 AH6520  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6520  ELLIP HEIGHT-         -23.60  (meters)          (02/21/02) GPS OBS
 AH6520  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6520
 AH6520  HORZ ORDER  -  FIRST
 AH6520  ELLP ORDER  -  FIFTH     CLASS I
 AH6520
 AH6520.The horizontal coordinates were established by GPS observations
 AH6520.and adjusted by the National Geodetic Survey in December 1998..
 AH6520
 AH6520 ** The orthometric height has not been validated since last determined
 AH6520 ** by differential leveling and should not be used for control purposes.
 AH6520 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6520 ** area with valid NAVD 88 orthometric heights.
 AH6520 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6520 ** epoch indicated which incorporates improved geoid heights for the
 AH6520 ** Southern Louisiana Subsidence area.
 AH6520 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6520.The orthometric height was determined by GPS observations and a
 AH6520.high-resolution geoid model.
 AH6520
 AH6520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6520
 AH6520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6520
 AH6520.The ellipsoidal height was determined by GPS observations
 AH6520.and is referenced to NAD 83.
 AH6520
 AH6520.The geoid height was determined by GEOID03.
 AH6520
 AH6520;                    North         East     Units Scale Factor Converg.
 AH6520;SPC LA S     -   122,934.726 1,042,997.803   MT  0.99994906   +0 13 19.1
 AH6520;SPC LA S     -   403,328.35  3,421,901.96   sFT  0.99994906   +0 13 19.1
 AH6520;UTM  15      - 3,277,245.243   704,380.366   MT  1.00011543   +1 02 35.3
 AH6520
 AH6520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6520!SPC LA S     -   1.00000371  x   0.99994906  =   0.99995277
 AH6520!UTM  15      -   1.00000371  x   1.00011543  =   1.00011914
 AH6520
 AH6520                          SUPERSEDED SURVEY CONTROL
 AH6520
 AH6520  ELLIP H (12/17/98)  -23.61   (m)                       GP(       ) 4 2
 AH6520
 AH6520.Superseded values are not recommended for survey control.
 AH6520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6520.See file dsdata.txt to determine how the superseded data were derived.
 AH6520
 AH6520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0438077245(NAD 83)
 AH6520_MARKER: DD = SURVEY DISK
 AH6520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6520_STAMPING: BB-2 1993
 AH6520_MARK LOGO: TPCG  
 AH6520_PROJECTION: FLUSH
 AH6520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6520+STABILITY: SURFACE MOTION
 AH6520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6520+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6520
 AH6520  HISTORY     - Date     Condition        Report By
 AH6520  HISTORY     - 1993     MONUMENTED       GSENG
 AH6520
 AH6520                          STATION DESCRIPTION
 AH6520
 AH6520'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6520'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6520'U.S. HIGHWAY 90, (TOWNSHIP 17 SOUTH RANGE 15 EAST SECTION 7). MONUMENT
 AH6520'IS A TERREBONNE PARISH LIS DISK IN CONCRETE 0.1 FT BELOW THE LEVEL OF
 AH6520'GROUND. MONUMENT IS ABOUT 1.15 MI (1.85 KM) EAST OF THE GREENWOOD
 AH6520'MIDDLE SCHOOL, 23.7 FT (7.2 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 AH6520'90, 53.53 FT (16.32 M) SOUTHWEST OF THE WEST END OF THE NORTH HEADWALL
 AH6520'FOR A CROSS-DRAIN UNDER U.S. HIGHWAY 90, 82.75 FT (25.22 M) WEST OF A
 AH6520'NAIL/SHINER IN A LIGHT POLE, 64.11 FT (19.54 M) NORTHWEST OF U.S.C.
 AH6520'AND G.S. BENCH MARK M-227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6206 ***********************************************************************
 AH6206  DESIGNATION -  BB 2 AZ MK
 AH6206  PID         -  AH6206
 AH6206  STATE/COUNTY-  LA/TERREBONNE
 AH6206  USGS QUAD   -  BAYOU COCODRIE (1980)
 AH6206
 AH6206                         *CURRENT SURVEY CONTROL
 AH6206  ___________________________________________________________________
 AH6206* NAD 83(1992)-  29 36 24.69533(N)    090 52 58.90115(W)     ADJUSTED  
 AH6206* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6206  **This station is located in a subsidence area (see below).
 AH6206  ___________________________________________________________________
 AH6206  X           -     -85,530.211 (meters)                     COMP
 AH6206  Y           -  -5,549,236.911 (meters)                     COMP
 AH6206  Z           -   3,132,546.829 (meters)                     COMP
 AH6206  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6206  ELLIP HEIGHT-         -23.70  (meters)          (02/21/02) GPS OBS
 AH6206  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6206
 AH6206  HORZ ORDER  -  FIRST
 AH6206  ELLP ORDER  -  FIFTH     CLASS I
 AH6206
 AH6206.The horizontal coordinates were established by GPS observations
 AH6206.and adjusted by the National Geodetic Survey in December 1998..
 AH6206
 AH6206 ** The orthometric height has not been validated since last determined
 AH6206 ** by differential leveling and should not be used for control purposes.
 AH6206 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6206 ** area with valid NAVD 88 orthometric heights.
 AH6206 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6206 ** epoch indicated which incorporates improved geoid heights for the
 AH6206 ** Southern Louisiana Subsidence area.
 AH6206 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6206.The orthometric height was determined by GPS observations and a
 AH6206.high-resolution geoid model.
 AH6206
 AH6206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6206
 AH6206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6206
 AH6206.The ellipsoidal height was determined by GPS observations
 AH6206.and is referenced to NAD 83.
 AH6206
 AH6206.The geoid height was determined by GEOID03.
 AH6206
 AH6206;                    North         East     Units Scale Factor Converg.
 AH6206;SPC LA S     -   122,775.756 1,043,616.183   MT  0.99994923   +0 13 30.6
 AH6206;SPC LA S     -   402,806.79  3,423,930.76   sFT  0.99994923   +0 13 30.6
 AH6206;UTM  15      - 3,277,095.126   705,001.066   MT  1.00011856   +1 02 46.5
 AH6206
 AH6206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6206!SPC LA S     -   1.00000372  x   0.99994923  =   0.99995295
 AH6206!UTM  15      -   1.00000372  x   1.00011856  =   1.00012228
 AH6206
 AH6206                          SUPERSEDED SURVEY CONTROL
 AH6206
 AH6206  ELLIP H (12/17/98)  -23.69   (m)                       GP(       ) 4 2
 AH6206
 AH6206.Superseded values are not recommended for survey control.
 AH6206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6206.See file dsdata.txt to determine how the superseded data were derived.
 AH6206
 AH6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0500177095(NAD 83)
 AH6206_MARKER: DD = SURVEY DISK
 AH6206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6206_STAMPING: BB-2 AZ MK 1993
 AH6206_MARK LOGO: TPCG  
 AH6206_PROJECTION: FLUSH
 AH6206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6206+STABILITY: SURFACE MOTION
 AH6206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6206+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6206
 AH6206  HISTORY     - Date     Condition        Report By
 AH6206  HISTORY     - 1993     MONUMENTED       GSENG
 AH6206
 AH6206                          STATION DESCRIPTION
 AH6206
 AH6206'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6206'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6206'U.S HIGHWAY 90, (TOWNSHIP 17 SOUTH RANGE 15 EAST SECTION 5). MONUMENT
 AH6206'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.1 FT BELOW THE LEVEL
 AH6206'OF THE GROUND. MONUMENT IS ABOUT 1.54 MI (2.48 KM) EAST OF THE
 AH6206'GREENWOOD MIDDLE SCHOOL, 33.25 FT (10.13 M) SOUTH OF THE CENTERLINE OF
 AH6206'U.S. HIGHWAY 90, 136.52 FT (41.61 M) EAST OF A TELEPHONE PEDESTAL,
 AH6206'90.70 FT (27.65 M) NORTHEAST OF A R.R. SPIKE IN THE FRONT OF AN 8 FT
 AH6206'OAK TREE, 52.1 FT (15.9 M) WEST OF A NAIL/SHINER IN A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6167 ***********************************************************************
 AH6167  DESIGNATION -  BB 4
 AH6167  PID         -  AH6167
 AH6167  STATE/COUNTY-  LA/TERREBONNE
 AH6167  USGS QUAD   -  AMELIA (1994)
 AH6167
 AH6167                         *CURRENT SURVEY CONTROL
 AH6167  ___________________________________________________________________
 AH6167* NAD 83(1992)-  29 39 52.70250(N)    091 02 43.86848(W)     ADJUSTED  
 AH6167* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6167  **This station is located in a subsidence area (see below).
 AH6167  ___________________________________________________________________
 AH6167  X           -    -101,209.706 (meters)                     COMP
 AH6167  Y           -  -5,545,805.707 (meters)                     COMP
 AH6167  Z           -   3,138,113.750 (meters)                     COMP
 AH6167  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AH6167  ELLIP HEIGHT-         -23.53  (meters)          (02/21/02) GPS OBS
 AH6167  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH6167
 AH6167  HORZ ORDER  -  FIRST
 AH6167  ELLP ORDER  -  FIFTH     CLASS I
 AH6167
 AH6167.The horizontal coordinates were established by GPS observations
 AH6167.and adjusted by the National Geodetic Survey in December 1998..
 AH6167
 AH6167 ** The orthometric height has not been validated since last determined
 AH6167 ** by differential leveling and should not be used for control purposes.
 AH6167 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6167 ** area with valid NAVD 88 orthometric heights.
 AH6167 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6167 ** epoch indicated which incorporates improved geoid heights for the
 AH6167 ** Southern Louisiana Subsidence area.
 AH6167 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6167.The orthometric height was determined by GPS observations and a
 AH6167.high-resolution geoid model.
 AH6167
 AH6167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6167
 AH6167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6167
 AH6167.The ellipsoidal height was determined by GPS observations
 AH6167.and is referenced to NAD 83.
 AH6167
 AH6167.The geoid height was determined by GEOID03.
 AH6167
 AH6167;                    North         East     Units Scale Factor Converg.
 AH6167;SPC LA S     -   129,129.375 1,027,861.407   MT  0.99994285   +0 08 38.1
 AH6167;SPC LA S     -   423,651.96  3,372,241.97   sFT  0.99994285   +0 08 38.1
 AH6167;UTM  15      - 3,283,222.775   689,154.600   MT  1.00004148   +0 58 03.4
 AH6167
 AH6167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6167!SPC LA S     -   1.00000370  x   0.99994285  =   0.99994655
 AH6167!UTM  15      -   1.00000370  x   1.00004148  =   1.00004518
 AH6167
 AH6167                          SUPERSEDED SURVEY CONTROL
 AH6167
 AH6167  ELLIP H (12/17/98)  -23.52   (m)                       GP(       ) 4 2
 AH6167
 AH6167.Superseded values are not recommended for survey control.
 AH6167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6167.See file dsdata.txt to determine how the superseded data were derived.
 AH6167
 AH6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8915583223(NAD 83)
 AH6167_MARKER: DD = SURVEY DISK
 AH6167_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH6167_SP_SET: TOP OF A CONCRETE STRUCTURE
 AH6167_STAMPING: BB-4 1993
 AH6167_MARK LOGO: TPCG  
 AH6167_PROJECTION: FLUSH
 AH6167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6167+STABILITY: SURFACE MOTION
 AH6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6167+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6167
 AH6167  HISTORY     - Date     Condition        Report By
 AH6167  HISTORY     - 1993     MONUMENTED       GSENG
 AH6167
 AH6167                          STATION DESCRIPTION
 AH6167
 AH6167'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6167'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6167'U.S. HIGHWAY 90, (TOWNSHIP 16 SOUTH RANGE 14 EAST SECTION 23).
 AH6167'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN THE WEST CONCRETE
 AH6167'ABUTMENT OF A BRIDGE JUST WEST OF BAYOU LOURSE. MONUMENT IS ABOUT 1300
 AH6167'FT (396.2 M) WEST OF THE INTERSECTION OF U.S. HIGHWAY 90 AND LA.
 AH6167'HIGHWAY 662, 25.50 FT (7.77 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 AH6167'90, 29.5 FT (9.0 M) NORTHEAST OF A NAIL/SHINER IN A POWER POLE, 101.0
 AH6167'FT (30.8 M) WEST OF THE EAST BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6531 ***********************************************************************
 AH6531  DESIGNATION -  BB 4 AZ MK
 AH6531  PID         -  AH6531
 AH6531  STATE/COUNTY-  LA/TERREBONNE
 AH6531  USGS QUAD   -  AMELIA (1994)
 AH6531
 AH6531                         *CURRENT SURVEY CONTROL
 AH6531  ___________________________________________________________________
 AH6531* NAD 83(1992)-  29 39 55.05167(N)    091 02 21.91355(W)     ADJUSTED  
 AH6531* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6531  **This station is located in a subsidence area (see below).
 AH6531  ___________________________________________________________________
 AH6531  X           -    -100,618.742 (meters)                     COMP
 AH6531  Y           -  -5,545,779.760 (meters)                     COMP
 AH6531  Z           -   3,138,176.093 (meters)                     COMP
 AH6531  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AH6531  ELLIP HEIGHT-         -24.56  (meters)          (02/21/02) GPS OBS
 AH6531  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH6531
 AH6531  HORZ ORDER  -  FIRST
 AH6531  ELLP ORDER  -  FIFTH     CLASS I
 AH6531
 AH6531.The horizontal coordinates were established by GPS observations
 AH6531.and adjusted by the National Geodetic Survey in December 1998..
 AH6531
 AH6531 ** The orthometric height has not been validated since last determined
 AH6531 ** by differential leveling and should not be used for control purposes.
 AH6531 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6531 ** area with valid NAVD 88 orthometric heights.
 AH6531 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6531 ** epoch indicated which incorporates improved geoid heights for the
 AH6531 ** Southern Louisiana Subsidence area.
 AH6531 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6531.The orthometric height was determined by GPS observations and a
 AH6531.high-resolution geoid model.
 AH6531
 AH6531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6531
 AH6531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6531
 AH6531.The ellipsoidal height was determined by GPS observations
 AH6531.and is referenced to NAD 83.
 AH6531
 AH6531.The geoid height was determined by GEOID03.
 AH6531
 AH6531;                    North         East     Units Scale Factor Converg.
 AH6531;SPC LA S     -   129,203.202 1,028,451.584   MT  0.99994279   +0 08 49.1
 AH6531;SPC LA S     -   423,894.17  3,374,178.24   sFT  0.99994279   +0 08 49.1
 AH6531;UTM  15      - 3,283,305.087   689,743.715   MT  1.00004424   +0 58 14.3
 AH6531
 AH6531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6531!SPC LA S     -   1.00000386  x   0.99994279  =   0.99994665
 AH6531!UTM  15      -   1.00000386  x   1.00004424  =   1.00004810
 AH6531
 AH6531                          SUPERSEDED SURVEY CONTROL
 AH6531
 AH6531  ELLIP H (12/17/98)  -24.56   (m)                       GP(       ) 4 2
 AH6531
 AH6531.Superseded values are not recommended for survey control.
 AH6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6531.See file dsdata.txt to determine how the superseded data were derived.
 AH6531
 AH6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8974483305(NAD 83)
 AH6531_MARKER: DD = SURVEY DISK
 AH6531_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH6531_SP_SET: TOP OF A CONCRETE STRUCTURE
 AH6531_STAMPING: BB-4 AZ MK 1993
 AH6531_MARK LOGO: LADPW 
 AH6531_PROJECTION: FLUSH
 AH6531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6531+STABILITY: SURFACE MOTION
 AH6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6531+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6531
 AH6531  HISTORY     - Date     Condition        Report By
 AH6531  HISTORY     - 1993     MONUMENTED       GSENG
 AH6531
 AH6531                          STATION DESCRIPTION
 AH6531
 AH6531'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6531'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6531'U.S. HIGHWAY 90, (TOWNSHIP 16 SOUTH RANGE 14 EAST SECTION 22).
 AH6531'MONUMENT IS A LA. DEPARTMENT OF PUBLIC WORKS SURVEY DISK SET IN THE
 AH6531'NORTH HEADWALL OF A CROSS-DRAIN UNDER U.S. HIGHWAY 90. MONUMENT IS
 AH6531'79.53 FT (24.24 M) NORTH OF A U.S.C. AND G.S. BENCH MARK V-276, ABOUT
 AH6531'683 FT (208.2 M) EAST OF THE INTERSECTION OF U.S. HIGHWAY 90 AND LA.
 AH6531'HIGHWAY 662, 74.46 FT (22.70 M) SOUTH OF THE SOUTHWEST CORNER OF A 6
 AH6531'FT CHAINLINK FENCE AROUND AN ELECTRIC SUB-STATION, 74.70 FT (22.77 M)
 AH6531'SOUTHWEST OF A NAIL/BOTTLECAP IN A POWER POLE, 48.36 FT (14.74 M)
 AH6531'NORTHEAST  OF A P.K. NAIL/SHINER IN THE CENTERLINE OF U.S. HIGHWAY 90
 AH6531'MARKING THE LOCATION FOR AERIAL PHOTO TARGET BB-4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6213 ***********************************************************************
 AH6213  DESIGNATION -  BBLAB 01
 AH6213  PID         -  AH6213
 AH6213  STATE/COUNTY-  LA/TERREBONNE
 AH6213  USGS QUAD   -  HOUMA (1980)
 AH6213
 AH6213                         *CURRENT SURVEY CONTROL
 AH6213  ___________________________________________________________________
 AH6213* NAD 83(1992)-  29 34 28.69424(N)    090 43 35.22292(W)     ADJUSTED  
 AH6213* NAVD 88     -         3.1  **(meters)      10.   **(feet)  GPS OBS   
 AH6213  **This station is located in a subsidence area (see below).
 AH6213  ___________________________________________________________________
 AH6213  X           -     -70,387.393 (meters)                     COMP
 AH6213  Y           -  -5,551,214.744 (meters)                     COMP
 AH6213  Z           -   3,129,441.666 (meters)                     COMP
 AH6213  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6213  ELLIP HEIGHT-         -22.27  (meters)          (02/21/02) GPS OBS
 AH6213  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6213
 AH6213  HORZ ORDER  -  FIRST
 AH6213  ELLP ORDER  -  FIFTH     CLASS I
 AH6213
 AH6213.The horizontal coordinates were established by GPS observations
 AH6213.and adjusted by the National Geodetic Survey in December 1998..
 AH6213
 AH6213 ** The orthometric height has not been validated since last determined
 AH6213 ** by differential leveling and should not be used for control purposes.
 AH6213 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6213 ** area with valid NAVD 88 orthometric heights.
 AH6213 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6213 ** epoch indicated which incorporates improved geoid heights for the
 AH6213 ** Southern Louisiana Subsidence area.
 AH6213 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6213.The orthometric height was determined by GPS observations and a
 AH6213.high-resolution geoid model.
 AH6213
 AH6213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6213
 AH6213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6213
 AH6213.The ellipsoidal height was determined by GPS observations
 AH6213.and is referenced to NAD 83.
 AH6213
 AH6213.The geoid height was determined by GEOID03.
 AH6213
 AH6213;                    North         East     Units Scale Factor Converg.
 AH6213;SPC LA S     -   119,274.216 1,058,800.918   MT  0.99995323   +0 18 12.4
 AH6213;SPC LA S     -   391,318.82  3,473,749.35   sFT  0.99995323   +0 18 12.4
 AH6213;UTM  15      - 3,273,810.610   720,237.515   MT  1.00019852   +1 07 21.3
 AH6213
 AH6213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6213!SPC LA S     -   1.00000350  x   0.99995323  =   0.99995673
 AH6213!UTM  15      -   1.00000350  x   1.00019852  =   1.00020202
 AH6213
 AH6213                          SUPERSEDED SURVEY CONTROL
 AH6213
 AH6213  ELLIP H (12/17/98)  -22.22   (m)                       GP(       ) 4 2
 AH6213
 AH6213.Superseded values are not recommended for survey control.
 AH6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6213.See file dsdata.txt to determine how the superseded data were derived.
 AH6213
 AH6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2023873811(NAD 83)
 AH6213_MARKER: DD = SURVEY DISK
 AH6213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6213_STAMPING: BBLAB 01
 AH6213_MARK LOGO: LA-109
 AH6213_PROJECTION: FLUSH
 AH6213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6213+STABILITY: SURFACE MOTION
 AH6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6213+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 AH6213
 AH6213  HISTORY     - Date     Condition        Report By
 AH6213  HISTORY     - 1995     MONUMENTED       MPHI
 AH6213  HISTORY     - 20040621 GOOD             DEWDAV
 AH6213
 AH6213                          STATION DESCRIPTION
 AH6213
 AH6213'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6213'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6213'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6213'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO INTERSECTION WITH HWY
 AH6213'315 AND HWY 3197. THE STATION IS IN THE SOUTHWEST CORNER OF
 AH6213'INTERSECTION. THE STATION IS 43.90 FT (13.38 M) SOUTHEAST OF THE
 AH6213'CENTERLINE WITH HWY 90 WEST, 60.60 FT (18.47 M) SOUTHWEST OF THE
 AH6213'CENTERLINE WITH HWY 315, 46.40 FT (14.14 M) NORTH OF THE 20 INCH STEEL
 AH6213'POST (BILLBOARD), 91.0 FT (27.7 M) NORTHWEST OF THE NORTHEAST CORNER
 AH6213'OF THE TBC- BRINADD BUILDING, 100.90 FT (30.75 M) NORTHEAST OF THE
 AH6213'NORTHWEST CORNER OF THE TBC - BRINADD BUILDING, AND 11.20 FT (3.41 M)
 AH6213'SOUTHWEST OF THE WATER VALVE COVER.
 AH6213
 AH6213                          STATION RECOVERY (2004)
 AH6213
 AH6213'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AH6213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6215 ***********************************************************************
 AH6215  DESIGNATION -  BBLAB 02
 AH6215  PID         -  AH6215
 AH6215  STATE/COUNTY-  LA/TERREBONNE
 AH6215  USGS QUAD   -  HOUMA (1980)
 AH6215
 AH6215                         *CURRENT SURVEY CONTROL
 AH6215  ___________________________________________________________________
 AH6215* NAD 83(1992)-  29 34 37.48942(N)    090 44 08.71808(W)     ADJUSTED  
 AH6215* NAVD 88     -         3.1  **(meters)      10.   **(feet)  GPS OBS   
 AH6215  **This station is located in a subsidence area (see below).
 AH6215  ___________________________________________________________________
 AH6215  X           -     -71,287.132 (meters)                     COMP
 AH6215  Y           -  -5,551,069.562 (meters)                     COMP
 AH6215  Z           -   3,129,677.172 (meters)                     COMP
 AH6215  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6215  ELLIP HEIGHT-         -22.30  (meters)          (02/21/02) GPS OBS
 AH6215  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6215
 AH6215  HORZ ORDER  -  FIRST
 AH6215  ELLP ORDER  -  FIFTH     CLASS I
 AH6215
 AH6215.The horizontal coordinates were established by GPS observations
 AH6215.and adjusted by the National Geodetic Survey in December 1998..
 AH6215
 AH6215 ** The orthometric height has not been validated since last determined
 AH6215 ** by differential leveling and should not be used for control purposes.
 AH6215 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6215 ** area with valid NAVD 88 orthometric heights.
 AH6215 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6215 ** epoch indicated which incorporates improved geoid heights for the
 AH6215 ** Southern Louisiana Subsidence area.
 AH6215 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6215.The orthometric height was determined by GPS observations and a
 AH6215.high-resolution geoid model.
 AH6215
 AH6215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6215
 AH6215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6215
 AH6215.The ellipsoidal height was determined by GPS observations
 AH6215.and is referenced to NAD 83.
 AH6215
 AH6215.The geoid height was determined by GEOID03.
 AH6215
 AH6215;                    North         East     Units Scale Factor Converg.
 AH6215;SPC LA S     -   119,540.269 1,057,898.028   MT  0.99995292   +0 17 55.7
 AH6215;SPC LA S     -   392,191.70  3,470,787.11   sFT  0.99995292   +0 17 55.7
 AH6215;UTM  15      - 3,274,063.788   719,330.693   MT  1.00019360   +1 07 05.0
 AH6215
 AH6215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6215!SPC LA S     -   1.00000350  x   0.99995292  =   0.99995642
 AH6215!UTM  15      -   1.00000350  x   1.00019360  =   1.00019710
 AH6215
 AH6215                          SUPERSEDED SURVEY CONTROL
 AH6215
 AH6215  ELLIP H (12/17/98)  -22.26   (m)                       GP(       ) 4 2
 AH6215
 AH6215.Superseded values are not recommended for survey control.
 AH6215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6215.See file dsdata.txt to determine how the superseded data were derived.
 AH6215
 AH6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1933174064(NAD 83)
 AH6215_MARKER: DD = SURVEY DISK
 AH6215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6215_STAMPING: BBLAB 02
 AH6215_MARK LOGO: LA-109
 AH6215_PROJECTION: FLUSH
 AH6215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6215+STABILITY: SURFACE MOTION
 AH6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6215+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6215
 AH6215  HISTORY     - Date     Condition        Report By
 AH6215  HISTORY     - 1995     MONUMENTED       MPHI
 AH6215
 AH6215                          STATION DESCRIPTION
 AH6215
 AH6215'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6215'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6215'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6215'HWY 90 AND TRAVEL WEST FOR 2.35 TO THE STATION ON THE LEFT.  THE
 AH6215'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 25.90 FT (7.89 M)
 AH6215'SOUTH OF THE CENTERLINE OF HWY 90 (WEST), 21.50 FT (6.55 M) EAST OF
 AH6215'THE CENTERLINE OF ROSEWOOD DRIVE, 29.40 FT (8.96 M) NORTHEAST OF THE
 AH6215'FIRE HYDRANT, AND 57.00 FT (17.37 M) NORTHWEST OF THE 24 INCH OAK
 AH6215'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6216 ***********************************************************************
 AH6216  DESIGNATION -  BBLAB 03
 AH6216  PID         -  AH6216
 AH6216  STATE/COUNTY-  LA/TERREBONNE
 AH6216  USGS QUAD   -  HUMPHREYS (1980)
 AH6216
 AH6216                         *CURRENT SURVEY CONTROL
 AH6216  ___________________________________________________________________
 AH6216* NAD 83(1992)-  29 34 25.73230(N)    090 45 14.38562(W)     ADJUSTED  
 AH6216* NAVD 88     -         3.1  **(meters)      10.   **(feet)  GPS OBS   
 AH6216  **This station is located in a subsidence area (see below).
 AH6216  ___________________________________________________________________
 AH6216  X           -     -73,056.747 (meters)                     COMP
 AH6216  Y           -  -5,551,225.210 (meters)                     COMP
 AH6216  Z           -   3,129,362.314 (meters)                     COMP
 AH6216  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6216  ELLIP HEIGHT-         -22.34  (meters)          (02/21/02) GPS OBS
 AH6216  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6216
 AH6216  HORZ ORDER  -  FIRST
 AH6216  ELLP ORDER  -  FIFTH     CLASS I
 AH6216
 AH6216.The horizontal coordinates were established by GPS observations
 AH6216.and adjusted by the National Geodetic Survey in December 1998..
 AH6216
 AH6216 ** The orthometric height has not been validated since last determined
 AH6216 ** by differential leveling and should not be used for control purposes.
 AH6216 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6216 ** area with valid NAVD 88 orthometric heights.
 AH6216 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6216 ** epoch indicated which incorporates improved geoid heights for the
 AH6216 ** Southern Louisiana Subsidence area.
 AH6216 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6216.The orthometric height was determined by GPS observations and a
 AH6216.high-resolution geoid model.
 AH6216
 AH6216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6216
 AH6216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6216
 AH6216.The ellipsoidal height was determined by GPS observations
 AH6216.and is referenced to NAD 83.
 AH6216
 AH6216.The geoid height was determined by GEOID03.
 AH6216
 AH6216;                    North         East     Units Scale Factor Converg.
 AH6216;SPC LA S     -   119,169.208 1,056,132.545   MT  0.99995334   +0 17 22.8
 AH6216;SPC LA S     -   390,974.31  3,464,994.86   sFT  0.99995334   +0 17 22.8
 AH6216;UTM  15      - 3,273,667.428   717,570.282   MT  1.00018411   +1 06 32.2
 AH6216
 AH6216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6216!SPC LA S     -   1.00000351  x   0.99995334  =   0.99995685
 AH6216!UTM  15      -   1.00000351  x   1.00018411  =   1.00018762
 AH6216
 AH6216                          SUPERSEDED SURVEY CONTROL
 AH6216
 AH6216  ELLIP H (12/17/98)  -22.30   (m)                       GP(       ) 4 2
 AH6216
 AH6216.Superseded values are not recommended for survey control.
 AH6216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6216.See file dsdata.txt to determine how the superseded data were derived.
 AH6216
 AH6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1757073667(NAD 83)
 AH6216_MARKER: DD = SURVEY DISK
 AH6216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6216_STAMPING: BBLAB 03
 AH6216_MARK LOGO: LA-109
 AH6216_PROJECTION: FLUSH
 AH6216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6216+STABILITY: SURFACE MOTION
 AH6216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6216+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6216
 AH6216  HISTORY     - Date     Condition        Report By
 AH6216  HISTORY     - 1995     MONUMENTED       MPHI
 AH6216
 AH6216                          STATION DESCRIPTION
 AH6216
 AH6216'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6216'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6216'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT AND
 AH6216'TRAVEL WEST ON HWY 90 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE LEFT.
 AH6216'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 25.60 FT
 AH6216'(7.80 M) SOUTHWEST OF THE CENTERLINE OF HWY 90, 104.0 FT (31.7 M)
 AH6216'SOUTHEAST OF THE TELEPHONE PED. NO. 11 1/2, 169.0 FT (51.5 M)
 AH6216'NORTHWEST OF THE CENTERLINE  OF THE SHELL DRIVEWAY, AND 101.90 FT
 AH6216'(31.06 M) NORTHEAST OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6536 ***********************************************************************
 AH6536  DESIGNATION -  BBLAB 04
 AH6536  PID         -  AH6536
 AH6536  STATE/COUNTY-  LA/TERREBONNE
 AH6536  USGS QUAD   -  HUMPHREYS (1980)
 AH6536
 AH6536                         *CURRENT SURVEY CONTROL
 AH6536  ___________________________________________________________________
 AH6536* NAD 83(1992)-  29 34 40.33072(N)    090 48 44.67595(W)     ADJUSTED  
 AH6536* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6536  **This station is located in a subsidence area (see below).
 AH6536  ___________________________________________________________________
 AH6536  X           -     -78,713.116 (meters)                     COMP
 AH6536  Y           -  -5,550,925.242 (meters)                     COMP
 AH6536  Z           -   3,129,752.802 (meters)                     COMP
 AH6536  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6536  ELLIP HEIGHT-         -23.22  (meters)          (02/21/02) GPS OBS
 AH6536  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6536
 AH6536  HORZ ORDER  -  FIRST
 AH6536  ELLP ORDER  -  FIFTH     CLASS I
 AH6536
 AH6536.The horizontal coordinates were established by GPS observations
 AH6536.and adjusted by the National Geodetic Survey in December 1998..
 AH6536
 AH6536 ** The orthometric height has not been validated since last determined
 AH6536 ** by differential leveling and should not be used for control purposes.
 AH6536 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6536 ** area with valid NAVD 88 orthometric heights.
 AH6536 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6536 ** epoch indicated which incorporates improved geoid heights for the
 AH6536 ** Southern Louisiana Subsidence area.
 AH6536 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6536.The orthometric height was determined by GPS observations and a
 AH6536.high-resolution geoid model.
 AH6536
 AH6536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6536
 AH6536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6536
 AH6536.The ellipsoidal height was determined by GPS observations
 AH6536.and is referenced to NAD 83.
 AH6536
 AH6536.The geoid height was determined by GEOID03.
 AH6536
 AH6536;                    North         East     Units Scale Factor Converg.
 AH6536;SPC LA S     -   119,591.501 1,050,470.757   MT  0.99995282   +0 15 37.7
 AH6536;SPC LA S     -   392,359.78  3,446,419.48   sFT  0.99995282   +0 15 37.7
 AH6536;UTM  15      - 3,274,008.774   711,901.809   MT  1.00015407   +1 04 48.8
 AH6536
 AH6536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6536!SPC LA S     -   1.00000365  x   0.99995282  =   0.99995647
 AH6536!UTM  15      -   1.00000365  x   1.00015407  =   1.00015772
 AH6536
 AH6536                          SUPERSEDED SURVEY CONTROL
 AH6536
 AH6536  ELLIP H (12/17/98)  -23.18   (m)                       GP(       ) 4 2
 AH6536
 AH6536.Superseded values are not recommended for survey control.
 AH6536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6536.See file dsdata.txt to determine how the superseded data were derived.
 AH6536
 AH6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1190274009(NAD 83)
 AH6536_MARKER: DD = SURVEY DISK
 AH6536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6536_STAMPING: BBLAB 04
 AH6536_MARK LOGO: LA-109
 AH6536_PROJECTION: FLUSH
 AH6536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6536+STABILITY: SURFACE MOTION
 AH6536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6536+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6536
 AH6536  HISTORY     - Date     Condition        Report By
 AH6536  HISTORY     - 1995     MONUMENTED       MPHI
 AH6536
 AH6536                          STATION DESCRIPTION
 AH6536
 AH6536'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6536'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6536'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT AND
 AH6536'TRAVEL WEST ON HWY 90 FOR 7.8 MI (12.6 KM) TO THE STATION ON THE LEFT.
 AH6536'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 28.20 FT
 AH6536'(8.60 M) SOUTHWEST OF THE CENTERLINE OF HWY 90, 58.20 NORTHWEST OF THE
 AH6536'TELEPHONE PED. NO.52, 61.50 FT (18.75 M) SOUTHEAST OF THE FIRE
 AH6536'HYDRANT, AND 40.40 FT (12.31 M) SOUTHEAST OF THE CENTERLINE OF THE
 AH6536'SHELL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6521 ***********************************************************************
 AH6521  DESIGNATION -  BBLAB 05
 AH6521  PID         -  AH6521
 AH6521  STATE/COUNTY-  LA/TERREBONNE
 AH6521  USGS QUAD   -  BAYOU COCODRIE (1980)
 AH6521
 AH6521                         *CURRENT SURVEY CONTROL
 AH6521  ___________________________________________________________________
 AH6521* NAD 83(1992)-  29 36 54.29318(N)    090 53 46.87975(W)     ADJUSTED  
 AH6521* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6521  **This station is located in a subsidence area (see below).
 AH6521  ___________________________________________________________________
 AH6521  X           -     -86,813.947 (meters)                     COMP
 AH6521  Y           -  -5,548,766.139 (meters)                     COMP
 AH6521  Z           -   3,133,338.863 (meters)                     COMP
 AH6521  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6521  ELLIP HEIGHT-         -24.26  (meters)          (02/21/02) GPS OBS
 AH6521  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH6521
 AH6521  HORZ ORDER  -  FIRST
 AH6521  ELLP ORDER  -  FIFTH     CLASS I
 AH6521
 AH6521.The horizontal coordinates were established by GPS observations
 AH6521.and adjusted by the National Geodetic Survey in December 1998..
 AH6521
 AH6521 ** The orthometric height has not been validated since last determined
 AH6521 ** by differential leveling and should not be used for control purposes.
 AH6521 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6521 ** area with valid NAVD 88 orthometric heights.
 AH6521 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6521 ** epoch indicated which incorporates improved geoid heights for the
 AH6521 ** Southern Louisiana Subsidence area.
 AH6521 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6521.The orthometric height was determined by GPS observations and a
 AH6521.high-resolution geoid model.
 AH6521
 AH6521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6521
 AH6521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6521
 AH6521.The ellipsoidal height was determined by GPS observations
 AH6521.and is referenced to NAD 83.
 AH6521
 AH6521.The geoid height was determined by GEOID03.
 AH6521
 AH6521;                    North         East     Units Scale Factor Converg.
 AH6521;SPC LA S     -   123,682.039 1,042,321.835   MT  0.99994826   +0 13 06.6
 AH6521;SPC LA S     -   405,780.16  3,419,684.22   sFT  0.99994826   +0 13 06.6
 AH6521;UTM  15      - 3,277,982.911   703,693.643   MT  1.00011197   +1 02 23.7
 AH6521
 AH6521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6521!SPC LA S     -   1.00000381  x   0.99994826  =   0.99995207
 AH6521!UTM  15      -   1.00000381  x   1.00011197  =   1.00011578
 AH6521
 AH6521                          SUPERSEDED SURVEY CONTROL
 AH6521
 AH6521  ELLIP H (12/17/98)  -24.27   (m)                       GP(       ) 4 2
 AH6521
 AH6521.Superseded values are not recommended for survey control.
 AH6521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6521.See file dsdata.txt to determine how the superseded data were derived.
 AH6521
 AH6521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0369477983(NAD 83)
 AH6521_MARKER: DD = SURVEY DISK
 AH6521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6521_STAMPING: BBLAB 05
 AH6521_MARK LOGO: LA-109
 AH6521_PROJECTION: FLUSH
 AH6521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6521+STABILITY: SURFACE MOTION
 AH6521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6521+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6521
 AH6521  HISTORY     - Date     Condition        Report By
 AH6521  HISTORY     - 1995     MONUMENTED       MPHI
 AH6521
 AH6521                          STATION DESCRIPTION
 AH6521
 AH6521'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6521'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6521'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6521'HWY 90 AND TRAVEL WEST 14.25 MI (22.93 KM) TO THE STATION ON THE LEFT.
 AH6521'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 34.50 FT
 AH6521'(10.52 M) SOUTHWEST OF THE CENTERLINE OF HWY 90, 49.80 FT (15.18 M)
 AH6521'NORTHWEST OF THE CENTERLINE OF THE SHELL DRIVEWAY (4949), 5.0 FT (1.5
 AH6521'M) NORTHEAST OF THE WOODEN FENCE, AND 18.0 FT (5.5 M) EAST OF THE
 AH6521'TELEPHONE PED. NO.40-7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6532 ***********************************************************************
 AH6532  DESIGNATION -  BBLAB 06
 AH6532  PID         -  AH6532
 AH6532  STATE/COUNTY-  LA/TERREBONNE
 AH6532  USGS QUAD   -  GIBSON (1980)
 AH6532
 AH6532                         *CURRENT SURVEY CONTROL
 AH6532  ___________________________________________________________________
 AH6532* NAD 83(1992)-  29 39 45.39181(N)    090 58 33.46949(W)     ADJUSTED  
 AH6532* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6532  **This station is located in a subsidence area (see below).
 AH6532  ___________________________________________________________________
 AH6532  X           -     -94,479.082 (meters)                     COMP
 AH6532  Y           -  -5,546,034.997 (meters)                     COMP
 AH6532  Z           -   3,137,917.650 (meters)                     COMP
 AH6532  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AH6532  ELLIP HEIGHT-         -24.54  (meters)          (02/21/02) GPS OBS
 AH6532  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH6532
 AH6532  HORZ ORDER  -  FIRST
 AH6532  ELLP ORDER  -  FIFTH     CLASS I
 AH6532
 AH6532.The horizontal coordinates were established by GPS observations
 AH6532.and adjusted by the National Geodetic Survey in December 1998..
 AH6532
 AH6532 ** The orthometric height has not been validated since last determined
 AH6532 ** by differential leveling and should not be used for control purposes.
 AH6532 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6532 ** area with valid NAVD 88 orthometric heights.
 AH6532 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6532 ** epoch indicated which incorporates improved geoid heights for the
 AH6532 ** Southern Louisiana Subsidence area.
 AH6532 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6532.The orthometric height was determined by GPS observations and a
 AH6532.high-resolution geoid model.
 AH6532
 AH6532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6532
 AH6532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6532
 AH6532.The ellipsoidal height was determined by GPS observations
 AH6532.and is referenced to NAD 83.
 AH6532
 AH6532.The geoid height was determined by GEOID03.
 AH6532
 AH6532;                    North         East     Units Scale Factor Converg.
 AH6532;SPC LA S     -   128,923.242 1,034,595.277   MT  0.99994306   +0 10 43.3
 AH6532;SPC LA S     -   422,975.67  3,394,334.67   sFT  0.99994306   +0 10 43.3
 AH6532;UTM  15      - 3,283,113.432   695,891.508   MT  1.00007349   +1 00 07.2
 AH6532
 AH6532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6532!SPC LA S     -   1.00000385  x   0.99994306  =   0.99994691
 AH6532!UTM  15      -   1.00000385  x   1.00007349  =   1.00007734
 AH6532
 AH6532                          SUPERSEDED SURVEY CONTROL
 AH6532
 AH6532  ELLIP H (12/17/98)  -24.55   (m)                       GP(       ) 4 2
 AH6532
 AH6532.Superseded values are not recommended for survey control.
 AH6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6532.See file dsdata.txt to determine how the superseded data were derived.
 AH6532
 AH6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9589283113(NAD 83)
 AH6532_MARKER: DD = SURVEY DISK
 AH6532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6532_STAMPING: BBLAB 06
 AH6532_MARK LOGO: LA-109
 AH6532_PROJECTION: FLUSH
 AH6532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6532+STABILITY: SURFACE MOTION
 AH6532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6532+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6532
 AH6532  HISTORY     - Date     Condition        Report By
 AH6532  HISTORY     - 1995     MONUMENTED       MPHI
 AH6532
 AH6532                          STATION DESCRIPTION
 AH6532
 AH6532'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6532'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6532'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TURN RIGHT ON HWY 90
 AH6532'AND TRAVEL WEST FOR 20.40 MI (32.83 KM) TO THE STATION ON THE RIGHT.
 AH6532'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 25.20 FT
 AH6532'(7.68 M) EAST OF THE CENTERLINE OF HWY 90, 28.80 FT (8.78 M) NORTHEAST
 AH6532'OF THE FIRE HYDRANT, 81.80 FT (24.93 M) SOUTHEAST OF THE FENCE CORNER,
 AH6532'AND 12.70 FT (3.87 M) WEST OF THE EDGE OF THE BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6385 ***********************************************************************
 AH6385  DESIGNATION -  BBLUB 01
 AH6385  PID         -  AH6385
 AH6385  STATE/COUNTY-  LA/TERREBONNE
 AH6385  USGS QUAD   -  BOURG (1974)
 AH6385
 AH6385                         *CURRENT SURVEY CONTROL
 AH6385  ___________________________________________________________________
 AH6385* NAD 83(1992)-  29 34 19.58704(N)    090 35 58.81470(W)     ADJUSTED  
 AH6385* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6385  **This station is located in a subsidence area (see below).
 AH6385  ___________________________________________________________________
 AH6385  X           -     -58,105.326 (meters)                     COMP
 AH6385  Y           -  -5,551,493.732 (meters)                     COMP
 AH6385  Z           -   3,129,196.900 (meters)                     COMP
 AH6385  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6385  ELLIP HEIGHT-         -24.06  (meters)          (02/21/02) GPS OBS
 AH6385  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AH6385
 AH6385  HORZ ORDER  -  FIRST
 AH6385  ELLP ORDER  -  FIFTH     CLASS I
 AH6385
 AH6385.The horizontal coordinates were established by GPS observations
 AH6385.and adjusted by the National Geodetic Survey in December 1998..
 AH6385
 AH6385 ** The orthometric height has not been validated since last determined
 AH6385 ** by differential leveling and should not be used for control purposes.
 AH6385 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6385 ** area with valid NAVD 88 orthometric heights.
 AH6385 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6385 ** epoch indicated which incorporates improved geoid heights for the
 AH6385 ** Southern Louisiana Subsidence area.
 AH6385 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6385.The orthometric height was determined by GPS observations and a
 AH6385.high-resolution geoid model.
 AH6385
 AH6385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6385
 AH6385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6385
 AH6385.The ellipsoidal height was determined by GPS observations
 AH6385.and is referenced to NAD 83.
 AH6385
 AH6385.The geoid height was determined by GEOID03.
 AH6385
 AH6385;                    North         East     Units Scale Factor Converg.
 AH6385;SPC LA S     -   119,065.673 1,071,086.295   MT  0.99995356   +0 22 00.6
 AH6385;SPC LA S     -   390,634.63  3,514,055.62   sFT  0.99995356   +0 22 00.6
 AH6385;UTM  15      - 3,273,777.622   732,528.048   MT  1.00026720   +1 11 06.5
 AH6385
 AH6385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6385!SPC LA S     -   1.00000378  x   0.99995356  =   0.99995734
 AH6385!UTM  15      -   1.00000378  x   1.00026720  =   1.00027098
 AH6385
 AH6385:                Primary Azimuth Mark                     Grid Az
 AH6385:SPC LA S     -  BBLUB 02                                 324 55 31.1
 AH6385:UTM  15      -  BBLUB 02                                 324 06 25.2
 AH6385
 AH6385|---------------------------------------------------------------------|
 AH6385| PID    Reference Object                     Distance      Geod. Az  |
 AH6385|                                                           dddmmss.s |
 AH6385| AH6391 BBLUB 02                            APPROX. 0.7 KM 3251731.7 |
 AH6385|---------------------------------------------------------------------|
 AH6385
 AH6385                          SUPERSEDED SURVEY CONTROL
 AH6385
 AH6385  ELLIP H (12/17/98)  -24.00   (m)                       GP(       ) 4 2
 AH6385
 AH6385.Superseded values are not recommended for survey control.
 AH6385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6385.See file dsdata.txt to determine how the superseded data were derived.
 AH6385
 AH6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3252873778(NAD 83)
 AH6385_MARKER: DD = SURVEY DISK
 AH6385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6385_STAMPING: BBLUB 01
 AH6385_MARK LOGO: LA-109
 AH6385_PROJECTION: FLUSH
 AH6385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6385+STABILITY: SURFACE MOTION
 AH6385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6385+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6385
 AH6385  HISTORY     - Date     Condition        Report By
 AH6385  HISTORY     - 1995     MONUMENTED       MPHI
 AH6385
 AH6385                          STATION DESCRIPTION
 AH6385
 AH6385'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6385'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6385'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6385'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6385'AND TRAVEL SOUTHERLY FOR 8.05 MI (12.95 KM) TO THE STATION ON THE
 AH6385'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 13.4
 AH6385'FT (4.1 M) NORTHEAST FROM THE CENTERLINE OF HWY 316, 74.0 FT (22.6 M)
 AH6385'NORTHWEST FROM THE TELEPHONE PED. NO.135, 49.0 FT (14.9 M) NORTHEAST
 AH6385'FROM THE TELEPHONE PED. NO.13, 19.0 FT (5.8 M) SOUTHEAST FROM THE
 AH6385'POWER POLE, AND 67.0 FT (20.4 M) WEST FROM THE PIPELINE VENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6391 ***********************************************************************
 AH6391  DESIGNATION -  BBLUB 02
 AH6391  PID         -  AH6391
 AH6391  STATE/COUNTY-  LA/TERREBONNE
 AH6391  USGS QUAD   -  BOURG (1974)
 AH6391
 AH6391                         *CURRENT SURVEY CONTROL
 AH6391  ___________________________________________________________________
 AH6391* NAD 83(1992)-  29 34 38.32152(N)    090 36 13.65966(W)     ADJUSTED  
 AH6391* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6391  **This station is located in a subsidence area (see below).
 AH6391  ___________________________________________________________________
 AH6391  X           -     -58,501.875 (meters)                     COMP
 AH6391  Y           -  -5,551,205.378 (meters)                     COMP
 AH6391  Z           -   3,129,698.886 (meters)                     COMP
 AH6391  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6391  ELLIP HEIGHT-         -23.45  (meters)          (02/21/02) GPS OBS
 AH6391  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH6391
 AH6391  HORZ ORDER  -  FIRST
 AH6391  ELLP ORDER  -  FIFTH     CLASS I
 AH6391
 AH6391.The horizontal coordinates were established by GPS observations
 AH6391.and adjusted by the National Geodetic Survey in December 1998..
 AH6391
 AH6391 ** The orthometric height has not been validated since last determined
 AH6391 ** by differential leveling and should not be used for control purposes.
 AH6391 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6391 ** area with valid NAVD 88 orthometric heights.
 AH6391 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6391 ** epoch indicated which incorporates improved geoid heights for the
 AH6391 ** Southern Louisiana Subsidence area.
 AH6391 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6391.The orthometric height was determined by GPS observations and a
 AH6391.high-resolution geoid model.
 AH6391
 AH6391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6391
 AH6391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6391
 AH6391.The ellipsoidal height was determined by GPS observations
 AH6391.and is referenced to NAD 83.
 AH6391
 AH6391.The geoid height was determined by GEOID03.
 AH6391
 AH6391;                    North         East     Units Scale Factor Converg.
 AH6391;SPC LA S     -   119,639.925 1,070,683.083   MT  0.99995289   +0 21 53.2
 AH6391;SPC LA S     -   392,518.65  3,512,732.75   sFT  0.99995289   +0 21 53.2
 AH6391;UTM  15      - 3,274,346.234   732,116.546   MT  1.00026484   +1 10 59.8
 AH6391
 AH6391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6391!SPC LA S     -   1.00000368  x   0.99995289  =   0.99995657
 AH6391!UTM  15      -   1.00000368  x   1.00026484  =   1.00026852
 AH6391
 AH6391:                Primary Azimuth Mark                     Grid Az
 AH6391:SPC LA S     -  BBLUB 03                                 314 16 24.6
 AH6391:UTM  15      -  BBLUB 03                                 313 27 18.0
 AH6391
 AH6391|---------------------------------------------------------------------|
 AH6391| PID    Reference Object                     Distance      Geod. Az  |
 AH6391|                                                           dddmmss.s |
 AH6391| AH6393 BBLUB 03                            APPROX. 1.0 KM 3143817.8 |
 AH6391|---------------------------------------------------------------------|
 AH6391
 AH6391                          SUPERSEDED SURVEY CONTROL
 AH6391
 AH6391  ELLIP H (12/17/98)  -23.39   (m)                       GP(       ) 4 2
 AH6391
 AH6391.Superseded values are not recommended for survey control.
 AH6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6391.See file dsdata.txt to determine how the superseded data were derived.
 AH6391
 AH6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3211774346(NAD 83)
 AH6391_MARKER: DD = SURVEY DISK
 AH6391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6391_STAMPING: BBLUB 02
 AH6391_MARK LOGO: LA-109
 AH6391_PROJECTION: FLUSH
 AH6391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6391+STABILITY: SURFACE MOTION
 AH6391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6391+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6391
 AH6391  HISTORY     - Date     Condition        Report By
 AH6391  HISTORY     - 1995     MONUMENTED       MPHI
 AH6391
 AH6391                          STATION DESCRIPTION
 AH6391
 AH6391'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6391'TO REACH THE STATION FROM THE COURHTOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6391'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6391'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6391'AND TRAVEL SOUTHERLY FOR 7.55 MI (12.15 KM) TO THE STATION ON THE
 AH6391'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 16.2
 AH6391'FT (4.9 M) EAST FROM THE CENTERLINE OF HWY 316, 44.0 FT (13.4 M)
 AH6391'NORTHWEST FROM THE SIGNAL LIGHT, 55.0 FT (16.8 M) NORTH FROM THE
 AH6391'SIGNAL LIGHT, AND 142.0 FT (43.3 M) SOUTH FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6393 ***********************************************************************
 AH6393  DESIGNATION -  BBLUB 03
 AH6393  PID         -  AH6393
 AH6393  STATE/COUNTY-  LA/TERREBONNE
 AH6393  USGS QUAD   -  BOURG (1974)
 AH6393
 AH6393                         *CURRENT SURVEY CONTROL
 AH6393  ___________________________________________________________________
 AH6393* NAD 83(1992)-  29 35 00.48861(N)    090 36 39.34349(W)     ADJUSTED  
 AH6393* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6393  **This station is located in a subsidence area (see below).
 AH6393  ___________________________________________________________________
 AH6393  X           -     -59,189.510 (meters)                     COMP
 AH6393  Y           -  -5,550,861.082 (meters)                     COMP
 AH6393  Z           -   3,130,292.424 (meters)                     COMP
 AH6393  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AH6393  ELLIP HEIGHT-         -23.52  (meters)          (02/21/02) GPS OBS
 AH6393  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6393
 AH6393  HORZ ORDER  -  FIRST
 AH6393  ELLP ORDER  -  FIFTH     CLASS I
 AH6393
 AH6393.The horizontal coordinates were established by GPS observations
 AH6393.and adjusted by the National Geodetic Survey in December 1998..
 AH6393
 AH6393 ** The orthometric height has not been validated since last determined
 AH6393 ** by differential leveling and should not be used for control purposes.
 AH6393 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6393 ** area with valid NAVD 88 orthometric heights.
 AH6393 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6393 ** epoch indicated which incorporates improved geoid heights for the
 AH6393 ** Southern Louisiana Subsidence area.
 AH6393 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6393.The orthometric height was determined by GPS observations and a
 AH6393.high-resolution geoid model.
 AH6393
 AH6393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6393
 AH6393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6393
 AH6393.The ellipsoidal height was determined by GPS observations
 AH6393.and is referenced to NAD 83.
 AH6393
 AH6393.The geoid height was determined by GEOID03.
 AH6393
 AH6393;                    North         East     Units Scale Factor Converg.
 AH6393;SPC LA S     -   120,318.033 1,069,987.557   MT  0.99995210   +0 21 40.4
 AH6393;SPC LA S     -   394,743.41  3,510,450.84   sFT  0.99995210   +0 21 40.4
 AH6393;UTM  15      - 3,275,014.542   731,411.183   MT  1.00026080   +1 10 48.0
 AH6393
 AH6393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6393!SPC LA S     -   1.00000369  x   0.99995210  =   0.99995579
 AH6393!UTM  15      -   1.00000369  x   1.00026080  =   1.00026449
 AH6393
 AH6393:                Primary Azimuth Mark                     Grid Az
 AH6393:SPC LA S     -  BBLUB 02                                 134 16 24.7
 AH6393:UTM  15      -  BBLUB 02                                 133 27 17.1
 AH6393
 AH6393|---------------------------------------------------------------------|
 AH6393| PID    Reference Object                     Distance      Geod. Az  |
 AH6393|                                                           dddmmss.s |
 AH6393| AH6391 BBLUB 02                            APPROX. 1.0 KM 1343805.1 |
 AH6393| AH6398 BBLUB 04                            APPROX. 0.7 KM 3210428.7 |
 AH6393|---------------------------------------------------------------------|
 AH6393
 AH6393                          SUPERSEDED SURVEY CONTROL
 AH6393
 AH6393  ELLIP H (12/17/98)  -23.46   (m)                       GP(       ) 4 2
 AH6393
 AH6393.Superseded values are not recommended for survey control.
 AH6393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6393.See file dsdata.txt to determine how the superseded data were derived.
 AH6393
 AH6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3141175015(NAD 83)
 AH6393_MARKER: DD = SURVEY DISK
 AH6393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6393_STAMPING: BBLUB 03
 AH6393_MARK LOGO: LA-109
 AH6393_PROJECTION: FLUSH
 AH6393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6393+STABILITY: SURFACE MOTION
 AH6393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6393+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6393
 AH6393  HISTORY     - Date     Condition        Report By
 AH6393  HISTORY     - 1995     MONUMENTED       MPHI
 AH6393
 AH6393                          STATION DESCRIPTION
 AH6393
 AH6393'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6393'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6393'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6393'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6393'AND TRAVEL SOUTHERLY FOR 6.95 MI (11.18 KM) TO THE STATION ON THE
 AH6393'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 15.1
 AH6393'FT (4.6 M) NORTHEAST FROM THE CENTERLINE OF HWY 316, 23.1 FT (7.0 M)
 AH6393'WEST FROM THE POWER POLE WITH A TRANSFORMER, AND 84.3 FT (25.7 M)
 AH6393'SOUTHWEST FROM THE SERVICE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6398 ***********************************************************************
 AH6398  DESIGNATION -  BBLUB 04
 AH6398  PID         -  AH6398
 AH6398  STATE/COUNTY-  LA/TERREBONNE
 AH6398  USGS QUAD   -  BOURG (1974)
 AH6398
 AH6398                         *CURRENT SURVEY CONTROL
 AH6398  ___________________________________________________________________
 AH6398* NAD 83(1992)-  29 35 17.97646(N)    090 36 55.50307(W)     ADJUSTED  
 AH6398* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6398  **This station is located in a subsidence area (see below).
 AH6398  ___________________________________________________________________
 AH6398  X           -     -59,621.532 (meters)                     COMP
 AH6398  Y           -  -5,550,590.696 (meters)                     COMP
 AH6398  Z           -   3,130,760.734 (meters)                     COMP
 AH6398  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AH6398  ELLIP HEIGHT-         -23.40  (meters)          (02/21/02) GPS OBS
 AH6398  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6398
 AH6398  HORZ ORDER  -  FIRST
 AH6398  ELLP ORDER  -  FIFTH     CLASS I
 AH6398
 AH6398.The horizontal coordinates were established by GPS observations
 AH6398.and adjusted by the National Geodetic Survey in December 1998..
 AH6398
 AH6398 ** The orthometric height has not been validated since last determined
 AH6398 ** by differential leveling and should not be used for control purposes.
 AH6398 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6398 ** area with valid NAVD 88 orthometric heights.
 AH6398 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6398 ** epoch indicated which incorporates improved geoid heights for the
 AH6398 ** Southern Louisiana Subsidence area.
 AH6398 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6398.The orthometric height was determined by GPS observations and a
 AH6398.high-resolution geoid model.
 AH6398
 AH6398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6398
 AH6398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6398
 AH6398.The ellipsoidal height was determined by GPS observations
 AH6398.and is referenced to NAD 83.
 AH6398
 AH6398.The geoid height was determined by GEOID03.
 AH6398
 AH6398;                    North         East     Units Scale Factor Converg.
 AH6398;SPC LA S     -   120,853.722 1,069,549.310   MT  0.99995149   +0 21 32.3
 AH6398;SPC LA S     -   396,500.92  3,509,013.03   sFT  0.99995149   +0 21 32.3
 AH6398;UTM  15      - 3,275,544.076   730,965.189   MT  1.00025825   +1 10 40.6
 AH6398
 AH6398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6398!SPC LA S     -   1.00000368  x   0.99995149  =   0.99995516
 AH6398!UTM  15      -   1.00000368  x   1.00025825  =   1.00026193
 AH6398
 AH6398:                Primary Azimuth Mark                     Grid Az
 AH6398:SPC LA S     -  BBLUB 03                                 140 42 48.4
 AH6398:UTM  15      -  BBLUB 03                                 139 53 40.1
 AH6398
 AH6398|---------------------------------------------------------------------|
 AH6398| PID    Reference Object                     Distance      Geod. Az  |
 AH6398|                                                           dddmmss.s |
 AH6398| AH6393 BBLUB 03                            APPROX. 0.7 KM 1410420.7 |
 AH6398| AH6399 BBLUB 05                            APPROX. 0.8 KM 3431021.0 |
 AH6398|---------------------------------------------------------------------|
 AH6398
 AH6398                          SUPERSEDED SURVEY CONTROL
 AH6398
 AH6398  ELLIP H (12/17/98)  -23.34   (m)                       GP(       ) 4 2
 AH6398
 AH6398.Superseded values are not recommended for survey control.
 AH6398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6398.See file dsdata.txt to determine how the superseded data were derived.
 AH6398
 AH6398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3096575544(NAD 83)
 AH6398_MARKER: DD = SURVEY DISK
 AH6398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6398_STAMPING: BBLUB 04
 AH6398_MARK LOGO: LA-109
 AH6398_PROJECTION: FLUSH
 AH6398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6398+STABILITY: SURFACE MOTION
 AH6398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6398+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6398
 AH6398  HISTORY     - Date     Condition        Report By
 AH6398  HISTORY     - 1995     MONUMENTED       MPHI
 AH6398
 AH6398                          STATION DESCRIPTION
 AH6398
 AH6398'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6398'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6398'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6398'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6398'AND TRAVEL SOUTHERLY FOR 6.5 MI (10.5 KM) TO THE STATION ON THE LEFT.
 AH6398'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 18.0 FT (5.5
 AH6398'M) NORTHEAST FROM THE CENTERLINE OF HWY 316, 55.0 FT (16.8 M)
 AH6398'NORTHEAST FROM THE EDGE OF BAYOU BLUE, 85.6 FT (26.1 M) SOUTHEAST FROM
 AH6398'THE POWER POLE WITH A TRANSFORMER, 15.3 FT (4.7 M) NORTHWEST FROM THE
 AH6398'CENTERLINE OF THE CONCRETE CULVERT CROSSING HWY 316, 18.7 FT (5.7 M)
 AH6398'SOUTHWEST FROM THE CORNER OF THE CYCLONE FENCE, AND 44.4 SOUTH FROM
 AH6398'THE CORNER OF BAYOU BLUE ASSEMBLY OF GOD CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6399 ***********************************************************************
 AH6399  DESIGNATION -  BBLUB 05
 AH6399  PID         -  AH6399
 AH6399  STATE/COUNTY-  LA/TERREBONNE
 AH6399  USGS QUAD   -  BOURG (1974)
 AH6399
 AH6399                         *CURRENT SURVEY CONTROL
 AH6399  ___________________________________________________________________
 AH6399* NAD 83(1992)-  29 35 42.98624(N)    090 37 04.15788(W)     ADJUSTED  
 AH6399* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6399  **This station is located in a subsidence area (see below).
 AH6399  ___________________________________________________________________
 AH6399  X           -     -59,850.334 (meters)                     COMP
 AH6399  Y           -  -5,550,208.082 (meters)                     COMP
 AH6399  Z           -   3,131,430.430 (meters)                     COMP
 AH6399  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6399  ELLIP HEIGHT-         -23.24  (meters)          (02/21/02) GPS OBS
 AH6399  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6399
 AH6399  HORZ ORDER  -  FIRST
 AH6399  ELLP ORDER  -  FIFTH     CLASS I
 AH6399
 AH6399.The horizontal coordinates were established by GPS observations
 AH6399.and adjusted by the National Geodetic Survey in December 1998..
 AH6399
 AH6399 ** The orthometric height has not been validated since last determined
 AH6399 ** by differential leveling and should not be used for control purposes.
 AH6399 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6399 ** area with valid NAVD 88 orthometric heights.
 AH6399 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6399 ** epoch indicated which incorporates improved geoid heights for the
 AH6399 ** Southern Louisiana Subsidence area.
 AH6399 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6399.The orthometric height was determined by GPS observations and a
 AH6399.high-resolution geoid model.
 AH6399
 AH6399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6399
 AH6399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6399
 AH6399.The ellipsoidal height was determined by GPS observations
 AH6399.and is referenced to NAD 83.
 AH6399
 AH6399.The geoid height was determined by GEOID03.
 AH6399
 AH6399;                    North         East     Units Scale Factor Converg.
 AH6399;SPC LA S     -   121,622.274 1,069,311.603   MT  0.99995063   +0 21 28.0
 AH6399;SPC LA S     -   399,022.41  3,508,233.15   sFT  0.99995063   +0 21 28.0
 AH6399;UTM  15      - 3,276,309.386   730,716.442   MT  1.00025684   +1 10 37.2
 AH6399
 AH6399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6399!SPC LA S     -   1.00000365  x   0.99995063  =   0.99995428
 AH6399!UTM  15      -   1.00000365  x   1.00025684  =   1.00026049
 AH6399
 AH6399:                Primary Azimuth Mark                     Grid Az
 AH6399:SPC LA S     -  BBLUB 04                                 162 48 48.8
 AH6399:UTM  15      -  BBLUB 04                                 161 59 39.6
 AH6399
 AH6399|---------------------------------------------------------------------|
 AH6399| PID    Reference Object                     Distance      Geod. Az  |
 AH6399|                                                           dddmmss.s |
 AH6399| AH6398 BBLUB 04                            APPROX. 0.8 KM 1631016.8 |
 AH6399|---------------------------------------------------------------------|
 AH6399
 AH6399                          SUPERSEDED SURVEY CONTROL
 AH6399
 AH6399  ELLIP H (12/17/98)  -23.18   (m)                       GP(       ) 4 2
 AH6399
 AH6399.Superseded values are not recommended for survey control.
 AH6399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6399.See file dsdata.txt to determine how the superseded data were derived.
 AH6399
 AH6399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3071676309(NAD 83)
 AH6399_MARKER: DD = SURVEY DISK
 AH6399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6399_STAMPING: BBLUB 05
 AH6399_MARK LOGO: LA-109
 AH6399_PROJECTION: FLUSH
 AH6399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6399+STABILITY: SURFACE MOTION
 AH6399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6399+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6399
 AH6399  HISTORY     - Date     Condition        Report By
 AH6399  HISTORY     - 1995     MONUMENTED       MPHI
 AH6399
 AH6399                          STATION DESCRIPTION
 AH6399
 AH6399'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6399'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6399'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6399'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6399'AND TRAVEL SOUTHERLY FOR 5.95 MI (9.58 KM) TO THE STATION ON THE LEFT.
 AH6399'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 16.5 FT (5.0
 AH6399'M) SOUTHEAST FROM THE CENTERLINE OF HWY 316, 40.1 FT (12.2 M)
 AH6399'SOUTHEAST FROM THE EDGE OF BAYOU BLUE, 49.9 FT (15.2 M) NORTHWEST FROM
 AH6399'TELEPHONE PED. NO.61, 23.1 FT (7.0 M) SOUTHWEST FROM THE CORNER OF THE
 AH6399'PIPE AND CABLE FENCE, AND 13.0 FT (4.0 M) SOUTHWEST FROM THE METAL
 AH6399'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6404 ***********************************************************************
 AH6404  DESIGNATION -  BBLUB 06
 AH6404  PID         -  AH6404
 AH6404  STATE/COUNTY-  LA/TERREBONNE
 AH6404  USGS QUAD   -  HOUMA (1980)
 AH6404
 AH6404                         *CURRENT SURVEY CONTROL
 AH6404  ___________________________________________________________________
 AH6404* NAD 83(1992)-  29 36 06.85569(N)    090 38 07.59241(W)     ADJUSTED  
 AH6404* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6404  **This station is located in a subsidence area (see below).
 AH6404  ___________________________________________________________________
 AH6404  X           -     -61,553.211 (meters)                     COMP
 AH6404  Y           -  -5,549,826.299 (meters)                     COMP
 AH6404  Z           -   3,132,069.399 (meters)                     COMP
 AH6404  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6404  ELLIP HEIGHT-         -23.39  (meters)          (02/21/02) GPS OBS
 AH6404  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6404
 AH6404  HORZ ORDER  -  FIRST
 AH6404  ELLP ORDER  -  FIFTH     CLASS I
 AH6404
 AH6404.The horizontal coordinates were established by GPS observations
 AH6404.and adjusted by the National Geodetic Survey in December 1998..
 AH6404
 AH6404 ** The orthometric height has not been validated since last determined
 AH6404 ** by differential leveling and should not be used for control purposes.
 AH6404 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6404 ** area with valid NAVD 88 orthometric heights.
 AH6404 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6404 ** epoch indicated which incorporates improved geoid heights for the
 AH6404 ** Southern Louisiana Subsidence area.
 AH6404 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6404.The orthometric height was determined by GPS observations and a
 AH6404.high-resolution geoid model.
 AH6404
 AH6404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6404
 AH6404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6404
 AH6404.The ellipsoidal height was determined by GPS observations
 AH6404.and is referenced to NAD 83.
 AH6404
 AH6404.The geoid height was determined by GEOID03.
 AH6404
 AH6404;                    North         East     Units Scale Factor Converg.
 AH6404;SPC LA S     -   122,346.649 1,067,600.231   MT  0.99994983   +0 20 56.2
 AH6404;SPC LA S     -   401,398.96  3,502,618.42   sFT  0.99994983   +0 20 56.2
 AH6404;UTM  15      - 3,277,009.424   728,994.367   MT  1.00024707   +1 10 06.7
 AH6404
 AH6404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6404!SPC LA S     -   1.00000367  x   0.99994983  =   0.99995350
 AH6404!UTM  15      -   1.00000367  x   1.00024707  =   1.00025074
 AH6404
 AH6404:                Primary Azimuth Mark                     Grid Az
 AH6404:SPC LA S     -  BBLUB 07                                 268 49 08.3
 AH6404:UTM  15      -  BBLUB 07                                 267 59 57.8
 AH6404
 AH6404|---------------------------------------------------------------------|
 AH6404| PID    Reference Object                     Distance      Geod. Az  |
 AH6404|                                                           dddmmss.s |
 AH6404| AH6405 BBLUB 07                            APPROX. 0.9 KM 2691004.5 |
 AH6404|---------------------------------------------------------------------|
 AH6404
 AH6404                          SUPERSEDED SURVEY CONTROL
 AH6404
 AH6404  ELLIP H (12/17/98)  -23.30   (m)                       GP(       ) 4 2
 AH6404
 AH6404.Superseded values are not recommended for survey control.
 AH6404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6404.See file dsdata.txt to determine how the superseded data were derived.
 AH6404
 AH6404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2899477009(NAD 83)
 AH6404_MARKER: DD = SURVEY DISK
 AH6404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6404_STAMPING: BBLUB 06
 AH6404_MARK LOGO: LA-109
 AH6404_PROJECTION: FLUSH
 AH6404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6404+STABILITY: SURFACE MOTION
 AH6404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6404+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6404
 AH6404  HISTORY     - Date     Condition        Report By
 AH6404  HISTORY     - 1995     MONUMENTED       MPHI
 AH6404
 AH6404                          STATION DESCRIPTION
 AH6404
 AH6404'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6404'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6404'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6404'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6404'AND TRAVEL SOUTHERLY FOR 4.7 MI (7.6 KM) TO THE STATION ON THE LEFT.
 AH6404'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 18.0 FT (5.5
 AH6404'M) NORTH FROM THE CENTERLINE OF HWY 316, 59.0 FT (18.0 M) NORTH FROM
 AH6404'THE EDGE OF BAYOU BLUE, 118.5 SOUTHWEST FROM THE POWER POLE, 27.4 FT
 AH6404'(8.4 M) SOUTHWEST FROM THE CENTERLINE OF THE CONCRETE CULVERT CROSSING
 AH6404'HWY 316, AND 118.0 FT (36.0 M) SOUTHWEST FROM THE TELEPHONE PED. NO.
 AH6404'50 1/3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6405 ***********************************************************************
 AH6405  DESIGNATION -  BBLUB 07
 AH6405  PID         -  AH6405
 AH6405  STATE/COUNTY-  LA/TERREBONNE
 AH6405  USGS QUAD   -  HOUMA (1980)
 AH6405
 AH6405                         *CURRENT SURVEY CONTROL
 AH6405  ___________________________________________________________________
 AH6405* NAD 83(1992)-  29 36 06.44922(N)    090 38 39.53270(W)     ADJUSTED  
 AH6405* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6405  **This station is located in a subsidence area (see below).
 AH6405  ___________________________________________________________________
 AH6405  X           -     -62,412.674 (meters)                     COMP
 AH6405  Y           -  -5,549,822.813 (meters)                     COMP
 AH6405  Z           -   3,132,058.478 (meters)                     COMP
 AH6405  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6405  ELLIP HEIGHT-         -23.47  (meters)          (02/21/02) GPS OBS
 AH6405  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6405
 AH6405  HORZ ORDER  -  FIRST
 AH6405  ELLP ORDER  -  FIFTH     CLASS I
 AH6405
 AH6405.The horizontal coordinates were established by GPS observations
 AH6405.and adjusted by the National Geodetic Survey in December 1998..
 AH6405
 AH6405 ** The orthometric height has not been validated since last determined
 AH6405 ** by differential leveling and should not be used for control purposes.
 AH6405 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6405 ** area with valid NAVD 88 orthometric heights.
 AH6405 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6405 ** epoch indicated which incorporates improved geoid heights for the
 AH6405 ** Southern Louisiana Subsidence area.
 AH6405 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6405.The orthometric height was determined by GPS observations and a
 AH6405.high-resolution geoid model.
 AH6405
 AH6405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6405
 AH6405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6405
 AH6405.The ellipsoidal height was determined by GPS observations
 AH6405.and is referenced to NAD 83.
 AH6405
 AH6405.The geoid height was determined by GEOID03.
 AH6405
 AH6405;                    North         East     Units Scale Factor Converg.
 AH6405;SPC LA S     -   122,328.933 1,066,740.914   MT  0.99994984   +0 20 40.3
 AH6405;SPC LA S     -   401,340.84  3,499,799.15   sFT  0.99994984   +0 20 40.3
 AH6405;UTM  15      - 3,276,979.410   728,135.137   MT  1.00024222   +1 09 50.9
 AH6405
 AH6405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6405!SPC LA S     -   1.00000369  x   0.99994984  =   0.99995353
 AH6405!UTM  15      -   1.00000369  x   1.00024222  =   1.00024591
 AH6405
 AH6405:                Primary Azimuth Mark                     Grid Az
 AH6405:SPC LA S     -  BBLUB 06                                 088 49 08.4
 AH6405:UTM  15      -  BBLUB 06                                 087 59 57.8
 AH6405
 AH6405|---------------------------------------------------------------------|
 AH6405| PID    Reference Object                     Distance      Geod. Az  |
 AH6405|                                                           dddmmss.s |
 AH6405| AH6404 BBLUB 06                            APPROX. 0.9 KM 0890948.7 |
 AH6405|---------------------------------------------------------------------|
 AH6405
 AH6405                          SUPERSEDED SURVEY CONTROL
 AH6405
 AH6405  ELLIP H (12/17/98)  -23.40   (m)                       GP(       ) 4 2
 AH6405
 AH6405.Superseded values are not recommended for survey control.
 AH6405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6405.See file dsdata.txt to determine how the superseded data were derived.
 AH6405
 AH6405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2813576979(NAD 83)
 AH6405_MARKER: DD = SURVEY DISK
 AH6405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6405_STAMPING: BBLUB 07
 AH6405_MARK LOGO: LA-109
 AH6405_PROJECTION: FLUSH
 AH6405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6405+STABILITY: SURFACE MOTION
 AH6405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6405+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6405
 AH6405  HISTORY     - Date     Condition        Report By
 AH6405  HISTORY     - 1995     MONUMENTED       MPHI
 AH6405
 AH6405                          STATION DESCRIPTION
 AH6405
 AH6405'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6405'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6405'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6405'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6405'AND TRAVEL SOUTHERLY FOR 4.15 MI (6.68 KM) TO THE STATION ON THE LEFT.
 AH6405'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 20.0 FT (6.1
 AH6405'M) NORTHWEST FROM THE CENTERLINE OF HWY 316, 27.5 FT (8.4 M) SOUTHWEST
 AH6405'FROM THE POWER POLE, 27.3 FT (8.3 M) SOUTHWEST FROM TELEPHONE PED.
 AH6405'NO.44, AND 27.2 FT (8.3 M) SOUTH FROM THE CORNER OF THE CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6424 ***********************************************************************
 AH6424  DESIGNATION -  BBLUB 08
 AH6424  PID         -  AH6424
 AH6424  STATE/COUNTY-  LA/TERREBONNE
 AH6424  USGS QUAD   -  HOUMA (1980)
 AH6424
 AH6424                         *CURRENT SURVEY CONTROL
 AH6424  ___________________________________________________________________
 AH6424* NAD 83(1992)-  29 36 37.77836(N)    090 39 32.98057(W)     ADJUSTED  
 AH6424* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6424  **This station is located in a subsidence area (see below).
 AH6424  ___________________________________________________________________
 AH6424  X           -     -63,845.279 (meters)                     COMP
 AH6424  Y           -  -5,549,330.365 (meters)                     COMP
 AH6424  Z           -   3,132,897.425 (meters)                     COMP
 AH6424  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6424  ELLIP HEIGHT-         -22.96  (meters)          (02/21/02) GPS OBS
 AH6424  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH6424
 AH6424  HORZ ORDER  -  FIRST
 AH6424  ELLP ORDER  -  FIFTH     CLASS I
 AH6424
 AH6424.The horizontal coordinates were established by GPS observations
 AH6424.and adjusted by the National Geodetic Survey in December 1998..
 AH6424
 AH6424 ** The orthometric height has not been validated since last determined
 AH6424 ** by differential leveling and should not be used for control purposes.
 AH6424 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6424 ** area with valid NAVD 88 orthometric heights.
 AH6424 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6424 ** epoch indicated which incorporates improved geoid heights for the
 AH6424 ** Southern Louisiana Subsidence area.
 AH6424 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6424.The orthometric height was determined by GPS observations and a
 AH6424.high-resolution geoid model.
 AH6424
 AH6424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6424
 AH6424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6424
 AH6424.The ellipsoidal height was determined by GPS observations
 AH6424.and is referenced to NAD 83.
 AH6424
 AH6424.The geoid height was determined by GEOID03.
 AH6424
 AH6424;                    North         East     Units Scale Factor Converg.
 AH6424;SPC LA S     -   123,284.954 1,065,297.155   MT  0.99994880   +0 20 13.5
 AH6424;SPC LA S     -   404,477.39  3,495,062.42   sFT  0.99994880   +0 20 13.5
 AH6424;UTM  15      - 3,277,914.945   726,677.427   MT  1.00023404   +1 09 25.6
 AH6424
 AH6424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6424!SPC LA S     -   1.00000361  x   0.99994880  =   0.99995241
 AH6424!UTM  15      -   1.00000361  x   1.00023404  =   1.00023765
 AH6424
 AH6424:                Primary Azimuth Mark                     Grid Az
 AH6424:SPC LA S     -  BBLUB 09                                 322 57 22.7
 AH6424:UTM  15      -  BBLUB 09                                 322 08 10.6
 AH6424
 AH6424|---------------------------------------------------------------------|
 AH6424| PID    Reference Object                     Distance      Geod. Az  |
 AH6424|                                                           dddmmss.s |
 AH6424| AH6422 BBLUB 09                            APPROX. 0.8 KM 3231736.2 |
 AH6424|---------------------------------------------------------------------|
 AH6424
 AH6424                          SUPERSEDED SURVEY CONTROL
 AH6424
 AH6424  ELLIP H (12/17/98)  -22.87   (m)                       GP(       ) 4 2
 AH6424
 AH6424.Superseded values are not recommended for survey control.
 AH6424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6424.See file dsdata.txt to determine how the superseded data were derived.
 AH6424
 AH6424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2667777915(NAD 83)
 AH6424_MARKER: DD = SURVEY DISK
 AH6424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6424_STAMPING: BBLUB 08
 AH6424_MARK LOGO: LA-109
 AH6424_PROJECTION: FLUSH
 AH6424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6424+STABILITY: SURFACE MOTION
 AH6424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6424+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6424
 AH6424  HISTORY     - Date     Condition        Report By
 AH6424  HISTORY     - 1995     MONUMENTED       MPHI
 AH6424
 AH6424                          STATION DESCRIPTION
 AH6424
 AH6424'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6424'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6424'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6424'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6424'AND TRAVEL SOUTHERLY FOR 3.0 MI (4.8 KM) TO THE STATION ON THE LEFT.
 AH6424'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 19.0 FT (5.8
 AH6424'M) EAST FROM THE CENTERLINE OF HWY 316, 51.7 FT (15.8 M) EAST FROM THE
 AH6424'EDGE OF BAYOU BLUE, 38.0 FT (11.6 M) NORTHWEST FROM THE CENTERLINE OF
 AH6424'PARKWOOD DRIVE, 27.5 FT (8.4 M) WEST FROM THE POWER POLE WITH A LIGHT,
 AH6424'AND 21.1 FT (6.4 M) WEST FROM THE TELEPHONE PED. NO.41-7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6422 ***********************************************************************
 AH6422  DESIGNATION -  BBLUB 09
 AH6422  PID         -  AH6422
 AH6422  STATE/COUNTY-  LA/TERREBONNE
 AH6422  USGS QUAD   -  HOUMA (1980)
 AH6422
 AH6422                         *CURRENT SURVEY CONTROL
 AH6422  ___________________________________________________________________
 AH6422* NAD 83(1992)-  29 36 58.70754(N)    090 39 50.83872(W)     ADJUSTED  
 AH6422* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6422  **This station is located in a subsidence area (see below).
 AH6422  ___________________________________________________________________
 AH6422  X           -     -64,322.034 (meters)                     COMP
 AH6422  Y           -  -5,549,005.750 (meters)                     COMP
 AH6422  Z           -   3,133,457.299 (meters)                     COMP
 AH6422  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6422  ELLIP HEIGHT-         -23.71  (meters)          (02/21/02) GPS OBS
 AH6422  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6422
 AH6422  HORZ ORDER  -  FIRST
 AH6422  ELLP ORDER  -  FIFTH     CLASS I
 AH6422
 AH6422.The horizontal coordinates were established by GPS observations
 AH6422.and adjusted by the National Geodetic Survey in December 1998..
 AH6422
 AH6422 ** The orthometric height has not been validated since last determined
 AH6422 ** by differential leveling and should not be used for control purposes.
 AH6422 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6422 ** area with valid NAVD 88 orthometric heights.
 AH6422 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6422 ** epoch indicated which incorporates improved geoid heights for the
 AH6422 ** Southern Louisiana Subsidence area.
 AH6422 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6422.The orthometric height was determined by GPS observations and a
 AH6422.high-resolution geoid model.
 AH6422
 AH6422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6422
 AH6422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6422
 AH6422.The ellipsoidal height was determined by GPS observations
 AH6422.and is referenced to NAD 83.
 AH6422
 AH6422.The geoid height was determined by GEOID03.
 AH6422
 AH6422;                    North         East     Units Scale Factor Converg.
 AH6422;SPC LA S     -   123,926.514 1,064,812.937   MT  0.99994812   +0 20 04.6
 AH6422;SPC LA S     -   406,582.24  3,493,473.78   sFT  0.99994812   +0 20 04.6
 AH6422;UTM  15      - 3,278,549.689   726,183.936   MT  1.00023128   +1 09 17.5
 AH6422
 AH6422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6422!SPC LA S     -   1.00000372  x   0.99994812  =   0.99995184
 AH6422!UTM  15      -   1.00000372  x   1.00023128  =   1.00023500
 AH6422
 AH6422:                Primary Azimuth Mark                     Grid Az
 AH6422:SPC LA S     -  BBLUB 08                                 142 57 22.7
 AH6422:UTM  15      -  BBLUB 08                                 142 08 09.8
 AH6422
 AH6422|---------------------------------------------------------------------|
 AH6422| PID    Reference Object                     Distance      Geod. Az  |
 AH6422|                                                           dddmmss.s |
 AH6422| AH6424 BBLUB 08                            APPROX. 0.8 KM 1431727.3 |
 AH6422|---------------------------------------------------------------------|
 AH6422
 AH6422                          SUPERSEDED SURVEY CONTROL
 AH6422
 AH6422  ELLIP H (12/17/98)  -23.61   (m)                       GP(       ) 4 2
 AH6422
 AH6422.Superseded values are not recommended for survey control.
 AH6422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6422.See file dsdata.txt to determine how the superseded data were derived.
 AH6422
 AH6422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2618478550(NAD 83)
 AH6422_MARKER: DD = SURVEY DISK
 AH6422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6422_STAMPING: BBLUB 09
 AH6422_MARK LOGO: LA-109
 AH6422_PROJECTION: FLUSH
 AH6422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6422+STABILITY: SURFACE MOTION
 AH6422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6422+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6422
 AH6422  HISTORY     - Date     Condition        Report By
 AH6422  HISTORY     - 1995     MONUMENTED       MPHI
 AH6422
 AH6422                          STATION DESCRIPTION
 AH6422
 AH6422'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6422'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6422'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6422'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6422'AND TRAVEL SOUTHERLY FOR 2.5 MI (4.0 KM) TO THE STATION ON THE LEFT.
 AH6422'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 69.6 FT (21.2
 AH6422'M) SOUTHEAST FROM THE POWER POLE WITH A LIGHT, 41.0 FT (12.5 M)
 AH6422'NORTHEAST FROM THE CENTERLINE OF HWY 316, 99.5 MI (160.1 KM) NORTHWEST
 AH6422'FROM THE POWER POLE, AND 85.5 FT (26.1 M) NORTHEAST FROM THE EDGE OF
 AH6422'BAYOU BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6408 ***********************************************************************
 AH6408  DESIGNATION -  BBLUB 10
 AH6408  PID         -  AH6408
 AH6408  STATE/COUNTY-  LA/TERREBONNE
 AH6408  USGS QUAD   -  HOUMA (1980)
 AH6408
 AH6408                         *CURRENT SURVEY CONTROL
 AH6408  ___________________________________________________________________
 AH6408* NAD 83(1992)-  29 37 23.37276(N)    090 40 05.64052(W)     ADJUSTED  
 AH6408* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6408  **This station is located in a subsidence area (see below).
 AH6408  ___________________________________________________________________
 AH6408  X           -     -64,715.862 (meters)                     COMP
 AH6408  Y           -  -5,548,625.974 (meters)                     COMP
 AH6408  Z           -   3,134,117.614 (meters)                     COMP
 AH6408  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6408  ELLIP HEIGHT-         -23.50  (meters)          (02/21/02) GPS OBS
 AH6408  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6408
 AH6408  HORZ ORDER  -  FIRST
 AH6408  ELLP ORDER  -  FIFTH     CLASS I
 AH6408
 AH6408.The horizontal coordinates were established by GPS observations
 AH6408.and adjusted by the National Geodetic Survey in December 1998..
 AH6408
 AH6408 ** The orthometric height has not been validated since last determined
 AH6408 ** by differential leveling and should not be used for control purposes.
 AH6408 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6408 ** area with valid NAVD 88 orthometric heights.
 AH6408 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6408 ** epoch indicated which incorporates improved geoid heights for the
 AH6408 ** Southern Louisiana Subsidence area.
 AH6408 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6408.The orthometric height was determined by GPS observations and a
 AH6408.high-resolution geoid model.
 AH6408
 AH6408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6408
 AH6408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6408
 AH6408.The ellipsoidal height was determined by GPS observations
 AH6408.and is referenced to NAD 83.
 AH6408
 AH6408.The geoid height was determined by GEOID03.
 AH6408
 AH6408;                    North         East     Units Scale Factor Converg.
 AH6408;SPC LA S     -   124,683.599 1,064,410.326   MT  0.99994733   +0 19 57.2
 AH6408;SPC LA S     -   409,066.11  3,492,152.88   sFT  0.99994733   +0 19 57.2
 AH6408;UTM  15      - 3,279,301.144   725,770.409   MT  1.00022897   +1 09 11.0
 AH6408
 AH6408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6408!SPC LA S     -   1.00000369  x   0.99994733  =   0.99995102
 AH6408!UTM  15      -   1.00000369  x   1.00022897  =   1.00023266
 AH6408
 AH6408:                Primary Azimuth Mark                     Grid Az
 AH6408:SPC LA S     -  BBLUB 09                                 151 59 46.8
 AH6408:UTM  15      -  BBLUB 09                                 151 10 33.0
 AH6408
 AH6408|---------------------------------------------------------------------|
 AH6408| PID    Reference Object                     Distance      Geod. Az  |
 AH6408|                                                           dddmmss.s |
 AH6408| AH6422 BBLUB 09                            APPROX. 0.9 KM 1521944.0 |
 AH6408|---------------------------------------------------------------------|
 AH6408
 AH6408                          SUPERSEDED SURVEY CONTROL
 AH6408
 AH6408  ELLIP H (12/17/98)  -23.41   (m)                       GP(       ) 4 2
 AH6408
 AH6408.Superseded values are not recommended for survey control.
 AH6408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6408.See file dsdata.txt to determine how the superseded data were derived.
 AH6408
 AH6408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2577079301(NAD 83)
 AH6408_MARKER: DD = SURVEY DISK
 AH6408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6408_STAMPING: BBLUB 10
 AH6408_MARK LOGO: LA-109
 AH6408_PROJECTION: FLUSH
 AH6408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6408+STABILITY: SURFACE MOTION
 AH6408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6408+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6408
 AH6408  HISTORY     - Date     Condition        Report By
 AH6408  HISTORY     - 1995     MONUMENTED       MPHI
 AH6408
 AH6408                          STATION DESCRIPTION
 AH6408
 AH6408'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6408'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6408'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6408'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6408'AND TRAVEL SOUTHERLY FOR 1.95 MI (3.14 KM) TO THE STATION ON THE
 AH6408'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 18.3
 AH6408'FT (5.6 M) SOUTHWEST FROM THE CENTERLINE OF HWY 316, 25.9 FT (7.9 M)
 AH6408'NORTHEAST FROM THE EDGE OF BAYOU BLUE, 62.4 FT (19.0 M) SOUTHWEST FROM
 AH6408'THE POWER POLE NO.37, AND 139.5 FT (42.5 M) SOUTH FROM THE CENTERLINE
 AH6408'OF L AND L RANCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6168 ***********************************************************************
 AH6168  DESIGNATION -  BBLUB 11
 AH6168  PID         -  AH6168
 AH6168  STATE/COUNTY-  LA/TERREBONNE
 AH6168  USGS QUAD   -  SAVOIE (1980)
 AH6168
 AH6168                         *CURRENT SURVEY CONTROL
 AH6168  ___________________________________________________________________
 AH6168* NAD 83(1992)-  29 37 44.95244(N)    090 40 21.80820(W)     ADJUSTED  
 AH6168* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6168  **This station is located in a subsidence area (see below).
 AH6168  ___________________________________________________________________
 AH6168  X           -     -65,146.924 (meters)                     COMP
 AH6168  Y           -  -5,548,292.427 (meters)                     COMP
 AH6168  Z           -   3,134,695.189 (meters)                     COMP
 AH6168  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6168  ELLIP HEIGHT-         -23.52  (meters)          (02/21/02) GPS OBS
 AH6168  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH6168
 AH6168  HORZ ORDER  -  FIRST
 AH6168  ELLP ORDER  -  FIFTH     CLASS I
 AH6168
 AH6168.The horizontal coordinates were established by GPS observations
 AH6168.and adjusted by the National Geodetic Survey in December 1998..
 AH6168
 AH6168 ** The orthometric height has not been validated since last determined
 AH6168 ** by differential leveling and should not be used for control purposes.
 AH6168 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6168 ** area with valid NAVD 88 orthometric heights.
 AH6168 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6168 ** epoch indicated which incorporates improved geoid heights for the
 AH6168 ** Southern Louisiana Subsidence area.
 AH6168 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6168.The orthometric height was determined by GPS observations and a
 AH6168.high-resolution geoid model.
 AH6168
 AH6168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6168
 AH6168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6168
 AH6168.The ellipsoidal height was determined by GPS observations
 AH6168.and is referenced to NAD 83.
 AH6168
 AH6168.The geoid height was determined by GEOID03.
 AH6168
 AH6168;                    North         East     Units Scale Factor Converg.
 AH6168;SPC LA S     -   125,345.489 1,063,971.576   MT  0.99994665   +0 19 49.1
 AH6168;SPC LA S     -   411,237.66  3,490,713.41   sFT  0.99994665   +0 19 49.1
 AH6168;UTM  15      - 3,279,956.866   725,322.098   MT  1.00022647   +1 09 03.8
 AH6168
 AH6168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6168!SPC LA S     -   1.00000369  x   0.99994665  =   0.99995034
 AH6168!UTM  15      -   1.00000369  x   1.00022647  =   1.00023016
 AH6168
 AH6168:                Primary Azimuth Mark                     Grid Az
 AH6168:SPC LA S     -  BBLUB 10                                 146 27 38.2
 AH6168:UTM  15      -  BBLUB 10                                 145 38 23.5
 AH6168
 AH6168|---------------------------------------------------------------------|
 AH6168| PID    Reference Object                     Distance      Geod. Az  |
 AH6168|                                                           dddmmss.s |
 AH6168| AH6408 BBLUB 10                            APPROX. 0.8 KM 1464727.3 |
 AH6168| AH6409 BBLUB 12                            APPROX. 0.9 KM 3272943.9 |
 AH6168|---------------------------------------------------------------------|
 AH6168
 AH6168                          SUPERSEDED SURVEY CONTROL
 AH6168
 AH6168  ELLIP H (12/17/98)  -23.44   (m)                       GP(       ) 4 2
 AH6168
 AH6168.Superseded values are not recommended for survey control.
 AH6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6168.See file dsdata.txt to determine how the superseded data were derived.
 AH6168
 AH6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2532279957(NAD 83)
 AH6168_MARKER: DD = SURVEY DISK
 AH6168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6168_STAMPING: BBLUB 11
 AH6168_MARK LOGO: LA-109
 AH6168_PROJECTION: FLUSH
 AH6168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6168+STABILITY: SURFACE MOTION
 AH6168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6168+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6168
 AH6168  HISTORY     - Date     Condition        Report By
 AH6168  HISTORY     - 1995     MONUMENTED       MPHI
 AH6168
 AH6168                          STATION DESCRIPTION
 AH6168
 AH6168'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6168'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6168'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6168'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6168'AND TRAVEL SOUTHERLY FOR 1.5 MI (2.4 KM) TO THE STATION ON THE LEFT.
 AH6168'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 19.0 FT (5.8
 AH6168'M) NORTHEAST FROM THE CENTERLINE OF HWY 316, 56.8 FT (17.3 M) SOUTH
 AH6168'FROM THE POWER POLE, 79.7 FT (24.3 M) SOUTH FROM TELEPHONE PED. NO.26,
 AH6168'106.5 FT (32.5 M) NORTHWEST FROM THE POWER POLE, AND 69.0 FT (21.0 M)
 AH6168'NORTHEAST FROM THE EDGE OF BAYOU BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6409 ***********************************************************************
 AH6409  DESIGNATION -  BBLUB 12
 AH6409  PID         -  AH6409
 AH6409  STATE/COUNTY-  LA/TERREBONNE
 AH6409  USGS QUAD   -  SAVOIE (1980)
 AH6409
 AH6409                         *CURRENT SURVEY CONTROL
 AH6409  ___________________________________________________________________
 AH6409* NAD 83(1992)-  29 38 08.39749(N)    090 40 38.90835(W)     ADJUSTED  
 AH6409* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6409  **This station is located in a subsidence area (see below).
 AH6409  ___________________________________________________________________
 AH6409  X           -     -65,602.678 (meters)                     COMP
 AH6409  Y           -  -5,547,930.082 (meters)                     COMP
 AH6409  Z           -   3,135,322.648 (meters)                     COMP
 AH6409  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6409  ELLIP HEIGHT-         -23.55  (meters)          (02/21/02) GPS OBS
 AH6409  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AH6409
 AH6409  HORZ ORDER  -  FIRST
 AH6409  ELLP ORDER  -  FIFTH     CLASS I
 AH6409
 AH6409.The horizontal coordinates were established by GPS observations
 AH6409.and adjusted by the National Geodetic Survey in December 1998..
 AH6409
 AH6409 ** The orthometric height has not been validated since last determined
 AH6409 ** by differential leveling and should not be used for control purposes.
 AH6409 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6409 ** area with valid NAVD 88 orthometric heights.
 AH6409 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6409 ** epoch indicated which incorporates improved geoid heights for the
 AH6409 ** Southern Louisiana Subsidence area.
 AH6409 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6409.The orthometric height was determined by GPS observations and a
 AH6409.high-resolution geoid model.
 AH6409
 AH6409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6409
 AH6409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6409
 AH6409.The ellipsoidal height was determined by GPS observations
 AH6409.and is referenced to NAD 83.
 AH6409
 AH6409.The geoid height was determined by GEOID03.
 AH6409
 AH6409;                    North         East     Units Scale Factor Converg.
 AH6409;SPC LA S     -   126,064.684 1,063,507.468   MT  0.99994593   +0 19 40.6
 AH6409;SPC LA S     -   413,597.22  3,489,190.75   sFT  0.99994593   +0 19 40.6
 AH6409;UTM  15      - 3,280,669.537   724,847.603   MT  1.00022384   +1 08 56.2
 AH6409
 AH6409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6409!SPC LA S     -   1.00000370  x   0.99994593  =   0.99994963
 AH6409!UTM  15      -   1.00000370  x   1.00022384  =   1.00022754
 AH6409
 AH6409:                Primary Azimuth Mark                     Grid Az
 AH6409:SPC LA S     -  BBLUB 11                                 147 09 54.8
 AH6409:UTM  15      -  BBLUB 11                                 146 20 39.2
 AH6409
 AH6409|---------------------------------------------------------------------|
 AH6409| PID    Reference Object                     Distance      Geod. Az  |
 AH6409|                                                           dddmmss.s |
 AH6409| AH6168 BBLUB 11                            APPROX. 0.9 KM 1472935.4 |
 AH6409| AH6413 BBLUB 13                            APPROX. 0.8 KM 3192157.2 |
 AH6409|---------------------------------------------------------------------|
 AH6409
 AH6409                          SUPERSEDED SURVEY CONTROL
 AH6409
 AH6409  ELLIP H (12/17/98)  -23.44   (m)                       GP(       ) 4 2
 AH6409
 AH6409.Superseded values are not recommended for survey control.
 AH6409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6409.See file dsdata.txt to determine how the superseded data were derived.
 AH6409
 AH6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2484880670(NAD 83)
 AH6409_MARKER: DD = SURVEY DISK
 AH6409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6409_STAMPING: BBLUB 12
 AH6409_MARK LOGO: LA-109
 AH6409_PROJECTION: FLUSH
 AH6409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6409+STABILITY: SURFACE MOTION
 AH6409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6409+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6409
 AH6409  HISTORY     - Date     Condition        Report By
 AH6409  HISTORY     - 1995     MONUMENTED       MPHI
 AH6409
 AH6409                          STATION DESCRIPTION
 AH6409
 AH6409'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6409'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6409'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6409'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6409'AND TRAVEL SOUTHERLY FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT.
 AH6409'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 34.4 FT (10.5
 AH6409'M) NORTHEAST FROM THE CENTERLINE OF HWY 316, 11.4 FT (3.5 M) NORTHEAST
 AH6409'FROM THE CENTERLINE OF THE CULVERT, 19.3 FT (5.9 M) WEST FROM THE
 AH6409'POWER POLE, 15.7 FT (4.8 M) WEST FROM THE TELEPHONE PED., AND 35.2 FT
 AH6409'(10.7 M) NORTHWEST FROM THE CENTERLINE OF CENTRAL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6413 ***********************************************************************
 AH6413  DESIGNATION -  BBLUB 13
 AH6413  PID         -  AH6413
 AH6413  STATE/COUNTY-  LA/TERREBONNE
 AH6413  USGS QUAD   -  SAVOIE (1980)
 AH6413
 AH6413                         *CURRENT SURVEY CONTROL
 AH6413  ___________________________________________________________________
 AH6413* NAD 83(1992)-  29 38 27.71349(N)    090 40 57.88356(W)     ADJUSTED  
 AH6413* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6413  **This station is located in a subsidence area (see below).
 AH6413  ___________________________________________________________________
 AH6413  X           -     -66,109.550 (meters)                     COMP
 AH6413  Y           -  -5,547,629.848 (meters)                     COMP
 AH6413  Z           -   3,135,839.539 (meters)                     COMP
 AH6413  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6413  ELLIP HEIGHT-         -23.64  (meters)          (02/21/02) GPS OBS
 AH6413  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH6413
 AH6413  HORZ ORDER  -  FIRST
 AH6413  ELLP ORDER  -  FIFTH     CLASS I
 AH6413
 AH6413.The horizontal coordinates were established by GPS observations
 AH6413.and adjusted by the National Geodetic Survey in December 1998..
 AH6413
 AH6413 ** The orthometric height has not been validated since last determined
 AH6413 ** by differential leveling and should not be used for control purposes.
 AH6413 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6413 ** area with valid NAVD 88 orthometric heights.
 AH6413 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6413 ** epoch indicated which incorporates improved geoid heights for the
 AH6413 ** Southern Louisiana Subsidence area.
 AH6413 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6413.The orthometric height was determined by GPS observations and a
 AH6413.high-resolution geoid model.
 AH6413
 AH6413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6413
 AH6413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6413
 AH6413.The ellipsoidal height was determined by GPS observations
 AH6413.and is referenced to NAD 83.
 AH6413
 AH6413.The geoid height was determined by GEOID03.
 AH6413
 AH6413;                    North         East     Units Scale Factor Converg.
 AH6413;SPC LA S     -   126,656.485 1,062,993.711   MT  0.99994534   +0 19 31.1
 AH6413;SPC LA S     -   415,538.82  3,487,505.20   sFT  0.99994534   +0 19 31.1
 AH6413;UTM  15      - 3,281,254.076   724,325.273   MT  1.00022094   +1 08 47.4
 AH6413
 AH6413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6413!SPC LA S     -   1.00000371  x   0.99994534  =   0.99994905
 AH6413!UTM  15      -   1.00000371  x   1.00022094  =   1.00022465
 AH6413
 AH6413:                Primary Azimuth Mark                     Grid Az
 AH6413:SPC LA S     -  BBLUB 12                                 139 02 16.7
 AH6413:UTM  15      -  BBLUB 12                                 138 13 00.4
 AH6413
 AH6413|---------------------------------------------------------------------|
 AH6413| PID    Reference Object                     Distance      Geod. Az  |
 AH6413|                                                           dddmmss.s |
 AH6413| AH6409 BBLUB 12                            APPROX. 0.8 KM 1392147.8 |
 AH6413|---------------------------------------------------------------------|
 AH6413
 AH6413                          SUPERSEDED SURVEY CONTROL
 AH6413
 AH6413  ELLIP H (12/17/98)  -23.51   (m)                       GP(       ) 4 2
 AH6413
 AH6413.Superseded values are not recommended for survey control.
 AH6413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6413.See file dsdata.txt to determine how the superseded data were derived.
 AH6413
 AH6413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2432581254(NAD 83)
 AH6413_MARKER: DD = SURVEY DISK
 AH6413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6413_STAMPING: BBLUB 13
 AH6413_MARK LOGO: LA-109
 AH6413_PROJECTION: FLUSH
 AH6413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6413+STABILITY: SURFACE MOTION
 AH6413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6413+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6413
 AH6413  HISTORY     - Date     Condition        Report By
 AH6413  HISTORY     - 1995     MONUMENTED       MPHI
 AH6413
 AH6413                          STATION DESCRIPTION
 AH6413
 AH6413'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6413'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6413'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6413'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6413'AND TRAVEL SOUTHERLY FOR 0.45 MI (0.72 KM) TO THE STATION ON THE
 AH6413'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 20.3
 AH6413'FT (6.2 M) NORTHEAST FROM THE EDGE OF BAYOU BLUE, 22.3 FT (6.8 M)
 AH6413'SOUTHWEST FROM THE CENTERLINE OF HWY 316, 62.3 FT (19.0 M) SOUTHWEST
 AH6413'FROM THE POWER POLE WITH TRANSFORMER, 71.7 FT (21.9 M) EAST FROM THE
 AH6413'TELEPHONE PED. NO.10, AND 60.2 FT (18.3 M) NORTHWEST FROM THE POWER
 AH6413'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6420 ***********************************************************************
 AH6420  DESIGNATION -  BBLUB 14
 AH6420  PID         -  AH6420
 AH6420  STATE/COUNTY-  LA/TERREBONNE
 AH6420  USGS QUAD   -  SAVOIE (1980)
 AH6420
 AH6420                         *CURRENT SURVEY CONTROL
 AH6420  ___________________________________________________________________
 AH6420* NAD 83(1992)-  29 39 05.29298(N)    090 41 38.62019(W)     ADJUSTED  
 AH6420* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6420  **This station is located in a subsidence area (see below).
 AH6420  ___________________________________________________________________
 AH6420  X           -     -67,198.258 (meters)                     COMP
 AH6420  Y           -  -5,547,044.593 (meters)                     COMP
 AH6420  Z           -   3,136,845.289 (meters)                     COMP
 AH6420  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6420  ELLIP HEIGHT-         -23.39  (meters)          (02/21/02) GPS OBS
 AH6420  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6420
 AH6420  HORZ ORDER  -  FIRST
 AH6420  ELLP ORDER  -  FIFTH     CLASS I
 AH6420
 AH6420.The horizontal coordinates were established by GPS observations
 AH6420.and adjusted by the National Geodetic Survey in December 1998..
 AH6420
 AH6420 ** The orthometric height has not been validated since last determined
 AH6420 ** by differential leveling and should not be used for control purposes.
 AH6420 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6420 ** area with valid NAVD 88 orthometric heights.
 AH6420 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6420 ** epoch indicated which incorporates improved geoid heights for the
 AH6420 ** Southern Louisiana Subsidence area.
 AH6420 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6420.The orthometric height was determined by GPS observations and a
 AH6420.high-resolution geoid model.
 AH6420
 AH6420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6420
 AH6420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6420
 AH6420.The ellipsoidal height was determined by GPS observations
 AH6420.and is referenced to NAD 83.
 AH6420
 AH6420.The geoid height was determined by GEOID03.
 AH6420
 AH6420;                    North         East     Units Scale Factor Converg.
 AH6420;SPC LA S     -   127,807.335 1,061,891.613   MT  0.99994422   +0 19 10.7
 AH6420;SPC LA S     -   419,314.56  3,483,889.40   sFT  0.99994422   +0 19 10.7
 AH6420;UTM  15      - 3,282,389.319   723,206.484   MT  1.00021476   +1 08 28.6
 AH6420
 AH6420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6420!SPC LA S     -   1.00000367  x   0.99994422  =   0.99994789
 AH6420!UTM  15      -   1.00000367  x   1.00021476  =   1.00021843
 AH6420
 AH6420:                Primary Azimuth Mark                     Grid Az
 AH6420:SPC LA S     -  BBLUB 15                                 323 33 57.8
 AH6420:UTM  15      -  BBLUB 15                                 322 44 39.9
 AH6420
 AH6420|---------------------------------------------------------------------|
 AH6420| PID    Reference Object                     Distance      Geod. Az  |
 AH6420|                                                           dddmmss.s |
 AH6420| AH6195 BBLUB 15                            APPROX. 0.8 KM 3235308.5 |
 AH6420|---------------------------------------------------------------------|
 AH6420
 AH6420                          SUPERSEDED SURVEY CONTROL
 AH6420
 AH6420  ELLIP H (12/17/98)  -23.28   (m)                       GP(       ) 4 2
 AH6420
 AH6420.Superseded values are not recommended for survey control.
 AH6420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6420.See file dsdata.txt to determine how the superseded data were derived.
 AH6420
 AH6420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2320682389(NAD 83)
 AH6420_MARKER: DD = SURVEY DISK
 AH6420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6420_STAMPING: BBLUB 14
 AH6420_MARK LOGO: LA-109
 AH6420_PROJECTION: FLUSH
 AH6420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6420+STABILITY: SURFACE MOTION
 AH6420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6420+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6420
 AH6420  HISTORY     - Date     Condition        Report By
 AH6420  HISTORY     - 1995     MONUMENTED       MPHI
 AH6420
 AH6420                          STATION DESCRIPTION
 AH6420
 AH6420'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6420'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6420'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6420'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6420'AND TRAVEL NORTHERLY FOR 0.55 MI (0.89 KM) TO STATION ON THE RIGHT.
 AH6420'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.9 FT (7.0
 AH6420'M) NORTHEAST FROM THE CENTERLINE OF HWY 316, 67.0 FT (20.4 M)
 AH6420'NORTHEAST FROM THE EDGE OF BAYOU DULARGE, 11.6 FT (3.5 M) WEST FROM
 AH6420'THE TELEPHONE PED. NO.13E, 43.8 FT (13.4 M) SOUTHWEST FROM THE SERVICE
 AH6420'POLE, AND 86.3 FT (26.3 M) NORTH FROM THE POWER POLE WITH
 AH6420'3-TRANSFORMERS AND A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6195 ***********************************************************************
 AH6195  DESIGNATION -  BBLUB 15
 AH6195  PID         -  AH6195
 AH6195  STATE/COUNTY-  LA/TERREBONNE
 AH6195  USGS QUAD   -  SAVOIE (1980)
 AH6195
 AH6195                         *CURRENT SURVEY CONTROL
 AH6195  ___________________________________________________________________
 AH6195* NAD 83(1992)-  29 39 27.05960(N)    090 41 56.80279(W)     ADJUSTED  
 AH6195* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6195  **This station is located in a subsidence area (see below).
 AH6195  ___________________________________________________________________
 AH6195  X           -     -67,683.192 (meters)                     COMP
 AH6195  Y           -  -5,546,706.988 (meters)                     COMP
 AH6195  Z           -   3,137,427.666 (meters)                     COMP
 AH6195  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6195  ELLIP HEIGHT-         -23.49  (meters)          (02/21/02) GPS OBS
 AH6195  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6195
 AH6195  HORZ ORDER  -  FIRST
 AH6195  ELLP ORDER  -  FIFTH     CLASS I
 AH6195
 AH6195.The horizontal coordinates were established by GPS observations
 AH6195.and adjusted by the National Geodetic Survey in December 1998..
 AH6195
 AH6195 ** The orthometric height has not been validated since last determined
 AH6195 ** by differential leveling and should not be used for control purposes.
 AH6195 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6195 ** area with valid NAVD 88 orthometric heights.
 AH6195 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6195 ** epoch indicated which incorporates improved geoid heights for the
 AH6195 ** Southern Louisiana Subsidence area.
 AH6195 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6195.The orthometric height was determined by GPS observations and a
 AH6195.high-resolution geoid model.
 AH6195
 AH6195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6195
 AH6195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6195
 AH6195.The ellipsoidal height was determined by GPS observations
 AH6195.and is referenced to NAD 83.
 AH6195
 AH6195.The geoid height was determined by GEOID03.
 AH6195
 AH6195;                    North         East     Units Scale Factor Converg.
 AH6195;SPC LA S     -   128,474.780 1,061,398.919   MT  0.99994358   +0 19 01.6
 AH6195;SPC LA S     -   421,504.34  3,482,272.95   sFT  0.99994358   +0 19 01.6
 AH6195;UTM  15      - 3,283,049.807   722,704.134   MT  1.00021200   +1 08 20.3
 AH6195
 AH6195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6195!SPC LA S     -   1.00000369  x   0.99994358  =   0.99994727
 AH6195!UTM  15      -   1.00000369  x   1.00021200  =   1.00021569
 AH6195
 AH6195:                Primary Azimuth Mark                     Grid Az
 AH6195:SPC LA S     -  BBLUB 14                                 143 33 57.9
 AH6195:UTM  15      -  BBLUB 14                                 142 44 39.2
 AH6195
 AH6195|---------------------------------------------------------------------|
 AH6195| PID    Reference Object                     Distance      Geod. Az  |
 AH6195|                                                           dddmmss.s |
 AH6195| AH6420 BBLUB 14                            APPROX. 0.8 KM 1435259.5 |
 AH6195|---------------------------------------------------------------------|
 AH6195
 AH6195                          SUPERSEDED SURVEY CONTROL
 AH6195
 AH6195  ELLIP H (12/17/98)  -23.42   (m)                       GP(       ) 4 2
 AH6195
 AH6195.Superseded values are not recommended for survey control.
 AH6195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6195.See file dsdata.txt to determine how the superseded data were derived.
 AH6195
 AH6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2270483050(NAD 83)
 AH6195_MARKER: DD = SURVEY DISK
 AH6195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6195_STAMPING: BBLUB 15
 AH6195_MARK LOGO: LA-109
 AH6195_PROJECTION: FLUSH
 AH6195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6195+STABILITY: SURFACE MOTION
 AH6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6195+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6195
 AH6195  HISTORY     - Date     Condition        Report By
 AH6195  HISTORY     - 1995     MONUMENTED       MPHI
 AH6195
 AH6195                          STATION DESCRIPTION
 AH6195
 AH6195'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6195'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6195'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6195'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6195'AND TRAVEL NORTHERLY FOR 1.05 MI (1.69 KM) TO THE STATION ON THE LEFT.
 AH6195'THE STATION IS A 2INCH DISK IN CONCRETE. THE STATION IS 19.0 FT (5.8
 AH6195'M) SOUTHEAST FROM THE POWER POLE WITH A LIGHT, 23.0 FT (7.0 M)
 AH6195'NORTHEAST FROM THE EDGE OF BAYOU BLUE, 26.3 FT (8.0 M) SOUTHWEST FROM
 AH6195'THE CENTERLINE OF HWY 316, 20.7 FT (6.3 M) NORTHWEST FROM THE
 AH6195'CENTERLINE OF TJOHN LANE, AND 78.4 FT (23.9 M) NORTHEAST FROM THE FIRE
 AH6195'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6418 ***********************************************************************
 AH6418  DESIGNATION -  BBLUB 16
 AH6418  PID         -  AH6418
 AH6418  STATE/COUNTY-  LA/TERREBONNE
 AH6418  USGS QUAD   -  SAVOIE (1980)
 AH6418
 AH6418                         *CURRENT SURVEY CONTROL
 AH6418  ___________________________________________________________________
 AH6418* NAD 83(1992)-  29 40 01.93402(N)    090 42 45.24591(W)     ADJUSTED  
 AH6418* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6418  **This station is located in a subsidence area (see below).
 AH6418  ___________________________________________________________________
 AH6418  X           -     -68,979.274 (meters)                     COMP
 AH6418  Y           -  -5,546,159.514 (meters)                     COMP
 AH6418  Z           -   3,138,360.728 (meters)                     COMP
 AH6418  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6418  ELLIP HEIGHT-         -23.55  (meters)          (02/21/02) GPS OBS
 AH6418  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AH6418
 AH6418  HORZ ORDER  -  FIRST
 AH6418  ELLP ORDER  -  FIFTH     CLASS I
 AH6418
 AH6418.The horizontal coordinates were established by GPS observations
 AH6418.and adjusted by the National Geodetic Survey in December 1998..
 AH6418
 AH6418 ** The orthometric height has not been validated since last determined
 AH6418 ** by differential leveling and should not be used for control purposes.
 AH6418 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6418 ** area with valid NAVD 88 orthometric heights.
 AH6418 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6418 ** epoch indicated which incorporates improved geoid heights for the
 AH6418 ** Southern Louisiana Subsidence area.
 AH6418 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6418.The orthometric height was determined by GPS observations and a
 AH6418.high-resolution geoid model.
 AH6418
 AH6418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6418
 AH6418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6418
 AH6418.The ellipsoidal height was determined by GPS observations
 AH6418.and is referenced to NAD 83.
 AH6418
 AH6418.The geoid height was determined by GEOID03.
 AH6418
 AH6418;                    North         East     Units Scale Factor Converg.
 AH6418;SPC LA S     -   129,541.379 1,060,090.400   MT  0.99994259   +0 18 37.4
 AH6418;SPC LA S     -   425,003.67  3,477,979.92   sFT  0.99994259   +0 18 37.4
 AH6418;UTM  15      - 3,284,097.801   721,380.095   MT  1.00020474   +1 07 57.5
 AH6418
 AH6418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6418!SPC LA S     -   1.00000370  x   0.99994259  =   0.99994629
 AH6418!UTM  15      -   1.00000370  x   1.00020474  =   1.00020844
 AH6418
 AH6418:                Primary Azimuth Mark                     Grid Az
 AH6418:SPC LA S     -  BBLUB 17                                 299 18 12.1
 AH6418:UTM  15      -  BBLUB 17                                 298 28 52.0
 AH6418
 AH6418|---------------------------------------------------------------------|
 AH6418| PID    Reference Object                     Distance      Geod. Az  |
 AH6418|                                                           dddmmss.s |
 AH6418| AH6417 BBLUB 17                            APPROX. 0.9 KM 2993649.5 |
 AH6418|---------------------------------------------------------------------|
 AH6418
 AH6418                          SUPERSEDED SURVEY CONTROL
 AH6418
 AH6418  ELLIP H (12/17/98)  -23.51   (m)                       GP(       ) 4 2
 AH6418
 AH6418.Superseded values are not recommended for survey control.
 AH6418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6418.See file dsdata.txt to determine how the superseded data were derived.
 AH6418
 AH6418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2138084098(NAD 83)
 AH6418_MARKER: DD = SURVEY DISK
 AH6418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6418_STAMPING: BBLUB 16
 AH6418_MARK LOGO: LA-109
 AH6418_PROJECTION: FLUSH
 AH6418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6418+STABILITY: SURFACE MOTION
 AH6418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6418+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6418
 AH6418  HISTORY     - Date     Condition        Report By
 AH6418  HISTORY     - 1995     MONUMENTED       MPHI
 AH6418
 AH6418                          STATION DESCRIPTION
 AH6418
 AH6418'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6418'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6418'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6418'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6418'AND TRAVEL NORTHERLY FOR 2.15 MI (3.46 KM) TO STATION ON THE LEFT.
 AH6418'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 14.0 FT (4.3
 AH6418'M) NORTH FROM THE EDGE OF BAYOU BLUE, 22.4 FT (6.8 M) SOUTHWEST FROM
 AH6418'THE CENTERLINE OF HWY 316, 30.7 FT (9.4 M) EAST FROM THE POWER POLE
 AH6418'NO.S-42, 43.9 FT (13.4 M) NORTHWEST FROM THE CENTERLINE OF THE SHELL
 AH6418'DRIVEWAY AND CULVERT, AND 48.3 FT (14.7 M) EAST FROM THE CENTERLINE OF
 AH6418'THE CONCRETE DRIVEWAY AND CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6417 ***********************************************************************
 AH6417  DESIGNATION -  BBLUB 17
 AH6417  PID         -  AH6417
 AH6417  STATE/COUNTY-  LA/TERREBONNE
 AH6417  USGS QUAD   -  SAVOIE (1980)
 AH6417
 AH6417                         *CURRENT SURVEY CONTROL
 AH6417  ___________________________________________________________________
 AH6417* NAD 83(1992)-  29 40 15.57888(N)    090 43 12.73610(W)     ADJUSTED  
 AH6417* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6417  **This station is located in a subsidence area (see below).
 AH6417  ___________________________________________________________________
 AH6417  X           -     -69,715.836 (meters)                     COMP
 AH6417  Y           -  -5,545,942.743 (meters)                     COMP
 AH6417  Z           -   3,138,726.020 (meters)                     COMP
 AH6417  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6417  ELLIP HEIGHT-         -23.07  (meters)          (02/21/02) GPS OBS
 AH6417  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH6417
 AH6417  HORZ ORDER  -  FIRST
 AH6417  ELLP ORDER  -  FIFTH     CLASS I
 AH6417
 AH6417.The horizontal coordinates were established by GPS observations
 AH6417.and adjusted by the National Geodetic Survey in December 1998..
 AH6417
 AH6417 ** The orthometric height has not been validated since last determined
 AH6417 ** by differential leveling and should not be used for control purposes.
 AH6417 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6417 ** area with valid NAVD 88 orthometric heights.
 AH6417 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6417 ** epoch indicated which incorporates improved geoid heights for the
 AH6417 ** Southern Louisiana Subsidence area.
 AH6417 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6417.The orthometric height was determined by GPS observations and a
 AH6417.high-resolution geoid model.
 AH6417
 AH6417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6417
 AH6417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6417
 AH6417.The ellipsoidal height was determined by GPS observations
 AH6417.and is referenced to NAD 83.
 AH6417
 AH6417.The geoid height was determined by GEOID03.
 AH6417
 AH6417;                    North         East     Units Scale Factor Converg.
 AH6417;SPC LA S     -   129,957.506 1,059,348.975   MT  0.99994221   +0 18 23.7
 AH6417;SPC LA S     -   426,368.92  3,475,547.43   sFT  0.99994221   +0 18 23.7
 AH6417;UTM  15      - 3,284,503.349   720,632.579   MT  1.00020066   +1 07 44.4
 AH6417
 AH6417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6417!SPC LA S     -   1.00000362  x   0.99994221  =   0.99994583
 AH6417!UTM  15      -   1.00000362  x   1.00020066  =   1.00020428
 AH6417
 AH6417:                Primary Azimuth Mark                     Grid Az
 AH6417:SPC LA S     -  BBLUB 16                                 119 18 12.2
 AH6417:UTM  15      -  BBLUB 16                                 118 28 51.5
 AH6417
 AH6417|---------------------------------------------------------------------|
 AH6417| PID    Reference Object                     Distance      Geod. Az  |
 AH6417|                                                           dddmmss.s |
 AH6417| AH6418 BBLUB 16                            APPROX. 0.9 KM 1193635.9 |
 AH6417| AH6429 BBLUB 18                            APPROX. 0.9 KM 3055603.2 |
 AH6417|---------------------------------------------------------------------|
 AH6417
 AH6417                          SUPERSEDED SURVEY CONTROL
 AH6417
 AH6417  ELLIP H (12/17/98)  -23.04   (m)                       GP(       ) 4 2
 AH6417
 AH6417.Superseded values are not recommended for survey control.
 AH6417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6417.See file dsdata.txt to determine how the superseded data were derived.
 AH6417
 AH6417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2063384503(NAD 83)
 AH6417_MARKER: DD = SURVEY DISK
 AH6417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6417_STAMPING: BBLUB 17
 AH6417_MARK LOGO: LA-109
 AH6417_PROJECTION: FLUSH
 AH6417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6417+STABILITY: SURFACE MOTION
 AH6417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6417+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6417
 AH6417  HISTORY     - Date     Condition        Report By
 AH6417  HISTORY     - 1995     MONUMENTED       MPHI
 AH6417
 AH6417                          STATION DESCRIPTION
 AH6417
 AH6417'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6417'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6417'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6417'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6417'AND TRAVEL NORTHERLY FOR 2.70 MI (4.35 KM) TO STATION ON THE RIGHT.
 AH6417'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 19.5 FT (5.9
 AH6417'M) NORTHEAST FROM THE CENTERLINE OF HWY 316, 57.7 FT (17.6 M)
 AH6417'SOUTHEAST FROM THE POWER POLE NO.55, 100.3 FT (30.6 M) NORTHEAST FROM
 AH6417'THE POWER POLE, 14.3 FT (4.4 M) SOUTHWEST FROM THE EDGE OF THE CANE
 AH6417'FIELD, AND 61.0 FT (18.6 M) NORTHEAST FROM THE EDGE OF BAYOU BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6429 ***********************************************************************
 AH6429  DESIGNATION -  BBLUB 18
 AH6429  PID         -  AH6429
 AH6429  STATE/COUNTY-  LA/TERREBONNE
 AH6429  USGS QUAD   -  SAVOIE (1980)
 AH6429
 AH6429                         *CURRENT SURVEY CONTROL
 AH6429  ___________________________________________________________________
 AH6429* NAD 83(1992)-  29 40 32.73689(N)    090 43 39.84612(W)     ADJUSTED  
 AH6429* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6429  **This station is located in a subsidence area (see below).
 AH6429  ___________________________________________________________________
 AH6429  X           -     -70,441.437 (meters)                     COMP
 AH6429  Y           -  -5,545,672.281 (meters)                     COMP
 AH6429  Z           -   3,139,185.199 (meters)                     COMP
 AH6429  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6429  ELLIP HEIGHT-         -22.76  (meters)          (02/21/02) GPS OBS
 AH6429  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH6429
 AH6429  HORZ ORDER  -  FIRST
 AH6429  ELLP ORDER  -  FIFTH     CLASS I
 AH6429
 AH6429.The horizontal coordinates were established by GPS observations
 AH6429.and adjusted by the National Geodetic Survey in December 1998..
 AH6429
 AH6429 ** The orthometric height has not been validated since last determined
 AH6429 ** by differential leveling and should not be used for control purposes.
 AH6429 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6429 ** area with valid NAVD 88 orthometric heights.
 AH6429 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6429 ** epoch indicated which incorporates improved geoid heights for the
 AH6429 ** Southern Louisiana Subsidence area.
 AH6429 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6429.The orthometric height was determined by GPS observations and a
 AH6429.high-resolution geoid model.
 AH6429
 AH6429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6429
 AH6429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6429
 AH6429.The ellipsoidal height was determined by GPS observations
 AH6429.and is referenced to NAD 83.
 AH6429
 AH6429.The geoid height was determined by GEOID03.
 AH6429
 AH6429;                    North         East     Units Scale Factor Converg.
 AH6429;SPC LA S     -   130,481.900 1,058,617.254   MT  0.99994174   +0 18 10.1
 AH6429;SPC LA S     -   428,089.37  3,473,146.77   sFT  0.99994174   +0 18 10.1
 AH6429;UTM  15      - 3,285,017.318   719,893.217   MT  1.00019664   +1 07 31.5
 AH6429
 AH6429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6429!SPC LA S     -   1.00000357  x   0.99994174  =   0.99994531
 AH6429!UTM  15      -   1.00000357  x   1.00019664  =   1.00020022
 AH6429
 AH6429:                Primary Azimuth Mark                     Grid Az
 AH6429:SPC LA S     -  BBLUB 17                                 125 37 39.7
 AH6429:UTM  15      -  BBLUB 17                                 124 48 18.3
 AH6429
 AH6429|---------------------------------------------------------------------|
 AH6429| PID    Reference Object                     Distance      Geod. Az  |
 AH6429|                                                           dddmmss.s |
 AH6429| AH6417 BBLUB 17                            APPROX. 0.9 KM 1255549.8 |
 AH6429|---------------------------------------------------------------------|
 AH6429
 AH6429                          SUPERSEDED SURVEY CONTROL
 AH6429
 AH6429  ELLIP H (12/17/98)  -22.73   (m)                       GP(       ) 4 2
 AH6429
 AH6429.Superseded values are not recommended for survey control.
 AH6429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6429.See file dsdata.txt to determine how the superseded data were derived.
 AH6429
 AH6429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1989385017(NAD 83)
 AH6429_MARKER: DD = SURVEY DISK
 AH6429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6429_STAMPING: BBLUB 18
 AH6429_MARK LOGO: LA-109
 AH6429_PROJECTION: FLUSH
 AH6429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6429+STABILITY: SURFACE MOTION
 AH6429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6429+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6429
 AH6429  HISTORY     - Date     Condition        Report By
 AH6429  HISTORY     - 1995     MONUMENTED       MPHI
 AH6429
 AH6429                          STATION DESCRIPTION
 AH6429
 AH6429'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6429'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6429'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6429'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6429'AND TRAVEL NORTHERLY FOR 3.25 MI (5.23 KM) TO STATION ON THE RIGHT.
 AH6429'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 54.8 FT (16.7
 AH6429'M) SOUTHEAST FROM THE POWER POLE, 42.4 FT (12.9 M) EAST FROM THE
 AH6429'TELEPHONE PED.NO.66, 42.0 FT (12.8 M) NORTHWEST FROM THE CENTERLINE OF
 AH6429'OJAY DRIVE (SHELL ROAD), AND 30.9 FT (9.4 M) NORTH FROM THE CENTERLINE
 AH6429'OF HWY 316.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6436 ***********************************************************************
 AH6436  DESIGNATION -  BBLUB 19
 AH6436  PID         -  AH6436
 AH6436  STATE/COUNTY-  LA/TERREBONNE
 AH6436  USGS QUAD   -  SAVOIE (1980)
 AH6436
 AH6436                         *CURRENT SURVEY CONTROL
 AH6436  ___________________________________________________________________
 AH6436* NAD 83(1992)-  29 40 30.35173(N)    090 44 13.06432(W)     ADJUSTED  
 AH6436* NAVD 88     -         3.2  **(meters)      10.   **(feet)  GPS OBS   
 AH6436  **This station is located in a subsidence area (see below).
 AH6436  ___________________________________________________________________
 AH6436  X           -     -71,335.018 (meters)                     COMP
 AH6436  Y           -  -5,545,697.517 (meters)                     COMP
 AH6436  Z           -   3,139,121.559 (meters)                     COMP
 AH6436  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6436  ELLIP HEIGHT-         -22.42  (meters)          (02/21/02) GPS OBS
 AH6436  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH6436
 AH6436  HORZ ORDER  -  FIRST
 AH6436  ELLP ORDER  -  FIFTH     CLASS I
 AH6436
 AH6436.The horizontal coordinates were established by GPS observations
 AH6436.and adjusted by the National Geodetic Survey in December 1998..
 AH6436
 AH6436 ** The orthometric height has not been validated since last determined
 AH6436 ** by differential leveling and should not be used for control purposes.
 AH6436 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6436 ** area with valid NAVD 88 orthometric heights.
 AH6436 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6436 ** epoch indicated which incorporates improved geoid heights for the
 AH6436 ** Southern Louisiana Subsidence area.
 AH6436 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6436.The orthometric height was determined by GPS observations and a
 AH6436.high-resolution geoid model.
 AH6436
 AH6436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6436
 AH6436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6436
 AH6436.The ellipsoidal height was determined by GPS observations
 AH6436.and is referenced to NAD 83.
 AH6436
 AH6436.The geoid height was determined by GEOID03.
 AH6436
 AH6436;                    North         East     Units Scale Factor Converg.
 AH6436;SPC LA S     -   130,403.780 1,057,724.515   MT  0.99994181   +0 17 53.5
 AH6436;SPC LA S     -   427,833.07  3,470,217.85   sFT  0.99994181   +0 17 53.5
 AH6436;UTM  15      - 3,284,926.365   719,001.466   MT  1.00019181   +1 07 15.0
 AH6436
 AH6436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6436!SPC LA S     -   1.00000352  x   0.99994181  =   0.99994533
 AH6436!UTM  15      -   1.00000352  x   1.00019181  =   1.00019533
 AH6436
 AH6436|---------------------------------------------------------------------|
 AH6436| PID    Reference Object                     Distance      Geod. Az  |
 AH6436|                                                           dddmmss.s |
 AH6436| AH6430 CEB 01                              364.443 METERS 10128     |
 AH6436|---------------------------------------------------------------------|
 AH6436
 AH6436                          SUPERSEDED SURVEY CONTROL
 AH6436
 AH6436  ELLIP H (12/17/98)  -22.40   (m)                       GP(       ) 4 2
 AH6436
 AH6436.Superseded values are not recommended for survey control.
 AH6436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6436.See file dsdata.txt to determine how the superseded data were derived.
 AH6436
 AH6436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1900184926(NAD 83)
 AH6436_MARKER: DD = SURVEY DISK
 AH6436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6436_STAMPING: BBLUB 19
 AH6436_MARK LOGO: LA-109
 AH6436_PROJECTION: FLUSH
 AH6436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6436+STABILITY: SURFACE MOTION
 AH6436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6436+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6436
 AH6436  HISTORY     - Date     Condition        Report By
 AH6436  HISTORY     - 1995     MONUMENTED       MPHI
 AH6436
 AH6436                          STATION DESCRIPTION
 AH6436
 AH6436'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6436'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6436'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6436'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6436'AND TRAVEL NORTHERLY FOR 3.85 MI (6.20 KM) TO THE STATION ON THE
 AH6436'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 24.5
 AH6436'FT (7.5 M) NORTH FROM THE CENTERLINE OF HWY 316, 68.6 FT (20.9 M)
 AH6436'NORTH FROM THE EDGE OF BAYOU BLUE, 112.2 FT (34.2 M) NORTH FROM THE
 AH6436'FIRE HYDRANT, 64.9 FT (19.8 M) NORTHEAST FROM THE POWER POLE, 112.4 FT
 AH6436'(34.3 M) EAST FROM THE CENTERLINE OF AMBER STREET, 84.8 FT (25.8 M)
 AH6436'EAST FROM THE TELEPHONE PED.NO.78, AND 17.6 FT (5.4 M) SOUTH FROM THE
 AH6436'4 FT BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6472 ***********************************************************************
 AH6472  DESIGNATION -  BBLUB 20
 AH6472  PID         -  AH6472
 AH6472  STATE/COUNTY-  LA/TERREBONNE
 AH6472  USGS QUAD   -  GRAY (1980)
 AH6472
 AH6472                         *CURRENT SURVEY CONTROL
 AH6472  ___________________________________________________________________
 AH6472* NAD 83(1992)-  29 41 26.78847(N)    090 45 38.74136(W)     ADJUSTED  
 AH6472* NAVD 88     -         3.1  **(meters)      10.   **(feet)  GPS OBS   
 AH6472  **This station is located in a subsidence area (see below).
 AH6472  ___________________________________________________________________
 AH6472  X           -     -73,627.123 (meters)                     COMP
 AH6472  Y           -  -5,544,806.829 (meters)                     COMP
 AH6472  Z           -   3,140,631.188 (meters)                     COMP
 AH6472  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6472  ELLIP HEIGHT-         -22.57  (meters)          (02/21/02) GPS OBS
 AH6472  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH6472
 AH6472  HORZ ORDER  -  FIRST
 AH6472  ELLP ORDER  -  FIFTH     CLASS I
 AH6472
 AH6472.The horizontal coordinates were established by GPS observations
 AH6472.and adjusted by the National Geodetic Survey in December 1998..
 AH6472
 AH6472 ** The orthometric height has not been validated since last determined
 AH6472 ** by differential leveling and should not be used for control purposes.
 AH6472 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6472 ** area with valid NAVD 88 orthometric heights.
 AH6472 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6472 ** epoch indicated which incorporates improved geoid heights for the
 AH6472 ** Southern Louisiana Subsidence area.
 AH6472 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6472.The orthometric height was determined by GPS observations and a
 AH6472.high-resolution geoid model.
 AH6472
 AH6472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6472
 AH6472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6472
 AH6472.The ellipsoidal height was determined by GPS observations
 AH6472.and is referenced to NAD 83.
 AH6472
 AH6472.The geoid height was determined by GEOID03.
 AH6472
 AH6472;                    North         East     Units Scale Factor Converg.
 AH6472;SPC LA S     -   132,129.643 1,055,412.260   MT  0.99994030   +0 17 10.7
 AH6472;SPC LA S     -   433,495.34  3,462,631.72   sFT  0.99994030   +0 17 10.7
 AH6472;UTM  15      - 3,286,619.253   716,664.089   MT  1.00017924   +1 06 34.5
 AH6472
 AH6472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6472!SPC LA S     -   1.00000354  x   0.99994030  =   0.99994384
 AH6472!UTM  15      -   1.00000354  x   1.00017924  =   1.00018279
 AH6472
 AH6472:                Primary Azimuth Mark                     Grid Az
 AH6472:SPC LA S     -  BBLUB 21                                 313 39 33.3
 AH6472:UTM  15      -  BBLUB 21                                 312 50 09.5
 AH6472
 AH6472|---------------------------------------------------------------------|
 AH6472| PID    Reference Object                     Distance      Geod. Az  |
 AH6472|                                                           dddmmss.s |
 AH6472| AH6188 BBLUB 21                            APPROX. 0.8 KM 3135644.0 |
 AH6472|---------------------------------------------------------------------|
 AH6472
 AH6472                          SUPERSEDED SURVEY CONTROL
 AH6472
 AH6472  ELLIP H (12/17/98)  -22.55   (m)                       GP(       ) 4 2
 AH6472
 AH6472.Superseded values are not recommended for survey control.
 AH6472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6472.See file dsdata.txt to determine how the superseded data were derived.
 AH6472
 AH6472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1666486619(NAD 83)
 AH6472_MARKER: DD = SURVEY DISK
 AH6472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6472_STAMPING: BBLUB 20
 AH6472_MARK LOGO: LA-109
 AH6472_PROJECTION: FLUSH
 AH6472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6472+STABILITY: SURFACE MOTION
 AH6472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6472+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6472
 AH6472  HISTORY     - Date     Condition        Report By
 AH6472  HISTORY     - 1995     MONUMENTED       MPHI
 AH6472
 AH6472                          STATION DESCRIPTION
 AH6472
 AH6472'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6472'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6472'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6472'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6472'AND TRAVEL NORTHERLY FOR 5.70 MI (9.17 KM) TO THE STATION ON THE
 AH6472'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.20
 AH6472'FT (6.77 M) NORTHEAST FROM THE CENTERLINE OF HWY 316, 59.0 FT (18.0 M)
 AH6472'NORTHEAST FROM THE EDGE OF BAYOU BLUE, 67.0 FT (20.4 M) EAST FROM THE
 AH6472'POWER POLE, 128.0 FT (39.0 M) SOUTHEAST FROM THE WARNING LIGHT, 181.0
 AH6472'FT (55.2 M) SOUTHWEST FROM THE POWER POLE, AND 52.7 FT (16.1 M)
 AH6472'NORTHWEST FROM THE CENTERLINE OF THE SHELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6188 ***********************************************************************
 AH6188  DESIGNATION -  BBLUB 21
 AH6188  PID         -  AH6188
 AH6188  STATE/COUNTY-  LA/TERREBONNE
 AH6188  USGS QUAD   -  GRAY (1980)
 AH6188
 AH6188                         *CURRENT SURVEY CONTROL
 AH6188  ___________________________________________________________________
 AH6188* NAD 83(1992)-  29 41 44.91339(N)    090 46 00.28006(W)     ADJUSTED  
 AH6188* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AH6188  **This station is located in a subsidence area (see below).
 AH6188  ___________________________________________________________________
 AH6188  X           -     -74,202.422 (meters)                     COMP
 AH6188  Y           -  -5,544,522.347 (meters)                     COMP
 AH6188  Z           -   3,141,115.794 (meters)                     COMP
 AH6188  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6188  ELLIP HEIGHT-         -22.96  (meters)          (02/21/02) GPS OBS
 AH6188  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AH6188
 AH6188  HORZ ORDER  -  FIRST
 AH6188  ELLP ORDER  -  FIFTH     CLASS I
 AH6188
 AH6188.The horizontal coordinates were established by GPS observations
 AH6188.and adjusted by the National Geodetic Survey in December 1998..
 AH6188
 AH6188 ** The orthometric height has not been validated since last determined
 AH6188 ** by differential leveling and should not be used for control purposes.
 AH6188 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6188 ** area with valid NAVD 88 orthometric heights.
 AH6188 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6188 ** epoch indicated which incorporates improved geoid heights for the
 AH6188 ** Southern Louisiana Subsidence area.
 AH6188 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6188.The orthometric height was determined by GPS observations and a
 AH6188.high-resolution geoid model.
 AH6188
 AH6188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6188
 AH6188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6188
 AH6188.The ellipsoidal height was determined by GPS observations
 AH6188.and is referenced to NAD 83.
 AH6188
 AH6188.The geoid height was determined by GEOID03.
 AH6188
 AH6188;                    North         East     Units Scale Factor Converg.
 AH6188;SPC LA S     -   132,684.807 1,054,830.486   MT  0.99993983   +0 16 59.9
 AH6188;SPC LA S     -   435,316.74  3,460,723.02   sFT  0.99993983   +0 16 59.9
 AH6188;UTM  15      - 3,287,166.130   716,074.258   MT  1.00017609   +1 06 24.4
 AH6188
 AH6188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6188!SPC LA S     -   1.00000361  x   0.99993983  =   0.99994344
 AH6188!UTM  15      -   1.00000361  x   1.00017609  =   1.00017970
 AH6188
 AH6188:                Primary Azimuth Mark                     Grid Az
 AH6188:SPC LA S     -  BBLUB 20                                 133 39 33.4
 AH6188:UTM  15      -  BBLUB 20                                 132 50 08.9
 AH6188
 AH6188|---------------------------------------------------------------------|
 AH6188| PID    Reference Object                     Distance      Geod. Az  |
 AH6188|                                                           dddmmss.s |
 AH6188| AH6472 BBLUB 20                            APPROX. 0.8 KM 1335633.3 |
 AH6188|---------------------------------------------------------------------|
 AH6188
 AH6188                          SUPERSEDED SURVEY CONTROL
 AH6188
 AH6188  ELLIP H (12/17/98)  -22.94   (m)                       GP(       ) 4 2
 AH6188
 AH6188.Superseded values are not recommended for survey control.
 AH6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6188.See file dsdata.txt to determine how the superseded data were derived.
 AH6188
 AH6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1607487166(NAD 83)
 AH6188_MARKER: DD = SURVEY DISK
 AH6188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6188_STAMPING: BBLUB 21
 AH6188_MARK LOGO: LA-109
 AH6188_PROJECTION: FLUSH
 AH6188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6188+STABILITY: SURFACE MOTION
 AH6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6188+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6188
 AH6188  HISTORY     - Date     Condition        Report By
 AH6188  HISTORY     - 1995     MONUMENTED       MPHI
 AH6188
 AH6188                          STATION DESCRIPTION
 AH6188
 AH6188'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6188'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6188'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6188'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6188'AND TRAVEL NORTHERLY FOR 6.2 MI (10.0 KM) TO THE STATION ON THE LEFT.
 AH6188'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 25.0 FT (7.6
 AH6188'M) SOUTHWEST FROM THE CENTERLINE OF HWY 316, 88.9 FT (27.1 M)
 AH6188'NORTHWEST FROM THE TELEPHONE PED. NO.24, 82.6 FT (25.2 M) NORTHWEST
 AH6188'FROM THE POWER POLE, 37.1 FT (11.3 M) NORTHEAST FROM THE EDGE OF BAYOU
 AH6188'BLUE, AND 120.7 FT (36.8 M) SOUTHEAST FROM THE POWER POLE WITH A
 AH6188'LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6180 ***********************************************************************
 AH6180  DESIGNATION -  BBLUB 22
 AH6180  PID         -  AH6180
 AH6180  STATE/COUNTY-  LA/TERREBONNE
 AH6180  USGS QUAD   -  GRAY (1980)
 AH6180
 AH6180                         *CURRENT SURVEY CONTROL
 AH6180  ___________________________________________________________________
 AH6180* NAD 83(1992)-  29 42 00.33320(N)    090 46 50.45385(W)     ADJUSTED  
 AH6180* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6180  **This station is located in a subsidence area (see below).
 AH6180  ___________________________________________________________________
 AH6180  X           -     -75,547.917 (meters)                     COMP
 AH6180  Y           -  -5,544,269.010 (meters)                     COMP
 AH6180  Z           -   3,141,528.263 (meters)                     COMP
 AH6180  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6180  ELLIP HEIGHT-         -22.87  (meters)          (02/21/02) GPS OBS
 AH6180  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH6180
 AH6180  HORZ ORDER  -  FIRST
 AH6180  ELLP ORDER  -  FIFTH     CLASS I
 AH6180
 AH6180.The horizontal coordinates were established by GPS observations
 AH6180.and adjusted by the National Geodetic Survey in December 1998..
 AH6180
 AH6180 ** The orthometric height has not been validated since last determined
 AH6180 ** by differential leveling and should not be used for control purposes.
 AH6180 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6180 ** area with valid NAVD 88 orthometric heights.
 AH6180 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6180 ** epoch indicated which incorporates improved geoid heights for the
 AH6180 ** Southern Louisiana Subsidence area.
 AH6180 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6180.The orthometric height was determined by GPS observations and a
 AH6180.high-resolution geoid model.
 AH6180
 AH6180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6180
 AH6180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6180
 AH6180.The ellipsoidal height was determined by GPS observations
 AH6180.and is referenced to NAD 83.
 AH6180
 AH6180.The geoid height was determined by GEOID03.
 AH6180
 AH6180;                    North         East     Units Scale Factor Converg.
 AH6180;SPC LA S     -   133,152.976 1,053,479.466   MT  0.99993944   +0 16 34.8
 AH6180;SPC LA S     -   436,852.72  3,456,290.55   sFT  0.99993944   +0 16 34.8
 AH6180;UTM  15      - 3,287,614.936   714,716.332   MT  1.00016887   +1 06 00.0
 AH6180
 AH6180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6180!SPC LA S     -   1.00000359  x   0.99993944  =   0.99994303
 AH6180!UTM  15      -   1.00000359  x   1.00016887  =   1.00017246
 AH6180
 AH6180                          SUPERSEDED SURVEY CONTROL
 AH6180
 AH6180  ELLIP H (12/17/98)  -22.85   (m)                       GP(       ) 4 2
 AH6180
 AH6180.Superseded values are not recommended for survey control.
 AH6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6180.See file dsdata.txt to determine how the superseded data were derived.
 AH6180
 AH6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1471687615(NAD 83)
 AH6180_MARKER: DD = SURVEY DISK
 AH6180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6180_STAMPING: BBLUB 22
 AH6180_MARK LOGO: LA-109
 AH6180_PROJECTION: FLUSH
 AH6180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6180+STABILITY: SURFACE MOTION
 AH6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6180+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6180
 AH6180  HISTORY     - Date     Condition        Report By
 AH6180  HISTORY     - 1995     MONUMENTED       MPHI
 AH6180
 AH6180                          STATION DESCRIPTION
 AH6180
 AH6180'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6180'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6180'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6180'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6180'AND TRAVEL NORTHERLY FOR 7.23 MI (11.64 KM) TO THE STATION ON THE
 AH6180'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 39.40
 AH6180'FT (12.01 M) SOUTHEAST FROM THE POWER POLE, 17.70 FT (5.39 M)
 AH6180'SOUTHEAST FROM THE CENTERLINE OF HWY 316, 28.3 FT (8.6 M) WEST FROM
 AH6180'THE CENTERLINE OF THE GAS REGULATOR, 18.6 FT (5.7 M) SOUTHWEST FROM
 AH6180'THE CENTERLINE OF THE CASING VENT, AND 117.0 FT (35.7 M) NORTHEAST
 AH6180'FROM THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6494 ***********************************************************************
 AH6494  DESIGNATION -  BBLUB 23
 AH6494  PID         -  AH6494
 AH6494  STATE/COUNTY-  LA/TERREBONNE
 AH6494  USGS QUAD   -  GRAY (1980)
 AH6494
 AH6494                         *CURRENT SURVEY CONTROL
 AH6494  ___________________________________________________________________
 AH6494* NAD 83(1992)-  29 42 26.31222(N)    090 46 32.38047(W)     ADJUSTED  
 AH6494* NAVD 88     -         2.9  **(meters)      10.   **(feet)  GPS OBS   
 AH6494  **This station is located in a subsidence area (see below).
 AH6494  ___________________________________________________________________
 AH6494  X           -     -75,056.751 (meters)                     COMP
 AH6494  Y           -  -5,543,879.335 (meters)                     COMP
 AH6494  Z           -   3,142,223.105 (meters)                     COMP
 AH6494  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6494  ELLIP HEIGHT-         -22.80  (meters)          (02/21/02) GPS OBS
 AH6494  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH6494
 AH6494  HORZ ORDER  -  FIRST
 AH6494  ELLP ORDER  -  FIFTH     CLASS I
 AH6494
 AH6494.The horizontal coordinates were established by GPS observations
 AH6494.and adjusted by the National Geodetic Survey in December 1998..
 AH6494
 AH6494 ** The orthometric height has not been validated since last determined
 AH6494 ** by differential leveling and should not be used for control purposes.
 AH6494 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6494 ** area with valid NAVD 88 orthometric heights.
 AH6494 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6494 ** epoch indicated which incorporates improved geoid heights for the
 AH6494 ** Southern Louisiana Subsidence area.
 AH6494 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6494.The orthometric height was determined by GPS observations and a
 AH6494.high-resolution geoid model.
 AH6494
 AH6494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6494
 AH6494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6494
 AH6494.The ellipsoidal height was determined by GPS observations
 AH6494.and is referenced to NAD 83.
 AH6494
 AH6494.The geoid height was determined by GEOID03.
 AH6494
 AH6494;                    North         East     Units Scale Factor Converg.
 AH6494;SPC LA S     -   133,955.191 1,053,961.386   MT  0.99993879   +0 16 43.8
 AH6494;SPC LA S     -   439,484.66  3,457,871.65   sFT  0.99993879   +0 16 43.8
 AH6494;UTM  15      - 3,288,424.183   715,186.778   MT  1.00017137   +1 06 09.9
 AH6494
 AH6494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6494!SPC LA S     -   1.00000358  x   0.99993879  =   0.99994237
 AH6494!UTM  15      -   1.00000358  x   1.00017137  =   1.00017495
 AH6494
 AH6494:                Primary Azimuth Mark                     Grid Az
 AH6494:SPC LA S     -  BBLUB 24                                 345 39 51.8
 AH6494:UTM  15      -  BBLUB 24                                 344 50 25.7
 AH6494
 AH6494|---------------------------------------------------------------------|
 AH6494| PID    Reference Object                     Distance      Geod. Az  |
 AH6494|                                                           dddmmss.s |
 AH6494| AH6179 BBLUB 24                            APPROX. 0.7 KM 3455635.6 |
 AH6494|---------------------------------------------------------------------|
 AH6494
 AH6494                          SUPERSEDED SURVEY CONTROL
 AH6494
 AH6494  ELLIP H (12/17/98)  -22.76   (m)                       GP(       ) 4 2
 AH6494
 AH6494.Superseded values are not recommended for survey control.
 AH6494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6494.See file dsdata.txt to determine how the superseded data were derived.
 AH6494
 AH6494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1518788424(NAD 83)
 AH6494_MARKER: DD = SURVEY DISK
 AH6494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6494_STAMPING: BBLUB 23
 AH6494_MARK LOGO: LA-109
 AH6494_PROJECTION: FLUSH
 AH6494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6494+STABILITY: SURFACE MOTION
 AH6494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6494+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6494
 AH6494  HISTORY     - Date     Condition        Report By
 AH6494  HISTORY     - 1995     MONUMENTED       MPHI
 AH6494
 AH6494                          STATION DESCRIPTION
 AH6494
 AH6494'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6494'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6494'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6494'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6494'AND TRAVEL NORTHERLY FOR 6.90 MI (11.10 KM) TO JUNCTION WITH BAYOU
 AH6494'BLUE BY-PASS ROAD.  TURN RIGHT AND TRAVEL NORTHERLY FOR 0.43 MI (0.69
 AH6494'KM) TO STATION ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN
 AH6494'CONCRETE. THE STATION IS 13.4 FT (4.1 M) WEST FROM THE EDGE OF BAYOU
 AH6494'BLUE, 50.7 FT (15.5 M) WEST FROM THE TELEPHONE PED. NO.10-E, 59.5 FT
 AH6494'(18.1 M) NORTH FROM THE POWER POLE, 43.6 FT (13.3 M) NORTHEAST FROM
 AH6494'THE POWER POLE, 15.70 FT (4.79 M) EAST FROM THE CENTERLINE OF BAYOU
 AH6494'BLUE BY-PASS ROAD, AND 15.4 FT (4.7 M) SOUTH FROM THE PROJECTED
 AH6494'CENTERLINE OF PORCHE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6179 ***********************************************************************
 AH6179  DESIGNATION -  BBLUB 24
 AH6179  PID         -  AH6179
 AH6179  STATE/COUNTY-  LA/TERREBONNE
 AH6179  USGS QUAD   -  GRAY (1980)
 AH6179
 AH6179                         *CURRENT SURVEY CONTROL
 AH6179  ___________________________________________________________________
 AH6179* NAD 83(1992)-  29 42 47.17480(N)    090 46 38.36443(W)     ADJUSTED  
 AH6179* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6179  **This station is located in a subsidence area (see below).
 AH6179  ___________________________________________________________________
 AH6179  X           -     -75,213.264 (meters)                     COMP
 AH6179  Y           -  -5,543,558.736 (meters)                     COMP
 AH6179  Z           -   3,142,780.993 (meters)                     COMP
 AH6179  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6179  ELLIP HEIGHT-         -22.89  (meters)          (02/21/02) GPS OBS
 AH6179  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AH6179
 AH6179  HORZ ORDER  -  FIRST
 AH6179  ELLP ORDER  -  FIFTH     CLASS I
 AH6179
 AH6179.The horizontal coordinates were established by GPS observations
 AH6179.and adjusted by the National Geodetic Survey in December 1998..
 AH6179
 AH6179 ** The orthometric height has not been validated since last determined
 AH6179 ** by differential leveling and should not be used for control purposes.
 AH6179 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6179 ** area with valid NAVD 88 orthometric heights.
 AH6179 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6179 ** epoch indicated which incorporates improved geoid heights for the
 AH6179 ** Southern Louisiana Subsidence area.
 AH6179 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6179.The orthometric height was determined by GPS observations and a
 AH6179.high-resolution geoid model.
 AH6179
 AH6179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6179
 AH6179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6179
 AH6179.The ellipsoidal height was determined by GPS observations
 AH6179.and is referenced to NAD 83.
 AH6179
 AH6179.The geoid height was determined by GEOID03.
 AH6179
 AH6179;                    North         East     Units Scale Factor Converg.
 AH6179;SPC LA S     -   134,596.742 1,053,797.432   MT  0.99993828   +0 16 40.8
 AH6179;SPC LA S     -   441,589.48  3,457,333.74   sFT  0.99993828   +0 16 40.8
 AH6179;UTM  15      - 3,289,063.459   715,013.574   MT  1.00017045   +1 06 07.6
 AH6179
 AH6179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6179!SPC LA S     -   1.00000359  x   0.99993828  =   0.99994187
 AH6179!UTM  15      -   1.00000359  x   1.00017045  =   1.00017405
 AH6179
 AH6179:                Primary Azimuth Mark                     Grid Az
 AH6179:SPC LA S     -  BBLUB 23                                 165 39 51.8
 AH6179:UTM  15      -  BBLUB 23                                 164 50 25.0
 AH6179
 AH6179|---------------------------------------------------------------------|
 AH6179| PID    Reference Object                     Distance      Geod. Az  |
 AH6179|                                                           dddmmss.s |
 AH6179| AH6494 BBLUB 23                            APPROX. 0.7 KM 1655632.6 |
 AH6179|---------------------------------------------------------------------|
 AH6179
 AH6179                          SUPERSEDED SURVEY CONTROL
 AH6179
 AH6179  ELLIP H (12/17/98)  -22.84   (m)                       GP(       ) 4 2
 AH6179
 AH6179.Superseded values are not recommended for survey control.
 AH6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6179.See file dsdata.txt to determine how the superseded data were derived.
 AH6179
 AH6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1501489063(NAD 83)
 AH6179_MARKER: DD = SURVEY DISK
 AH6179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6179_STAMPING: BBLUB 24
 AH6179_MARK LOGO: LA-109
 AH6179_PROJECTION: FLUSH
 AH6179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6179+STABILITY: SURFACE MOTION
 AH6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6179+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6179
 AH6179  HISTORY     - Date     Condition        Report By
 AH6179  HISTORY     - 1995     MONUMENTED       MPHI
 AH6179
 AH6179                          STATION DESCRIPTION
 AH6179
 AH6179'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6179'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6179'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6179'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6179'AND TRAVEL NORTHERLY FOR 6.90 MI (11.10 KM) TO JUNCTION WITH BAYOU
 AH6179'BLUE BY-PASS ROAD.  TURN RIGHT AND TRAVEL NORTHERLY FOR 0.83 MI (1.34
 AH6179'KM) TO THE STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN
 AH6179'CONCRETE. THE STATION 10.1 FT (3.1 M) SOUTHWEST FROM THE EDGE OF BAYOU
 AH6179'BLUE, 15.8 FT (4.8 M) NORTHEAST FROM THE CENTERLINE OF BAYOU BLUE
 AH6179'BY-PASS ROAD, 31.10 FT (9.48 M) SOUTHWEST FROM THE FIRE HYDRANT, 44.4
 AH6179'FT (13.5 M) SOUTHEAST FROM THE POWER POLE, AND 39.10 FT (11.92 M)
 AH6179'NORTHWEST FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6187 ***********************************************************************
 AH6187  DESIGNATION -  BBLUB 25
 AH6187  PID         -  AH6187
 AH6187  STATE/COUNTY-  LA/TERREBONNE
 AH6187  USGS QUAD   -  GRAY (1980)
 AH6187
 AH6187                         *CURRENT SURVEY CONTROL
 AH6187  ___________________________________________________________________
 AH6187* NAD 83(1992)-  29 43 08.10918(N)    090 46 50.05845(W)     ADJUSTED  
 AH6187* NAVD 88     -         3.0  **(meters)      10.   **(feet)  GPS OBS   
 AH6187  **This station is located in a subsidence area (see below).
 AH6187  ___________________________________________________________________
 AH6187  X           -     -75,523.201 (meters)                     COMP
 AH6187  Y           -  -5,543,235.108 (meters)                     COMP
 AH6187  Z           -   3,143,340.893 (meters)                     COMP
 AH6187  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6187  ELLIP HEIGHT-         -22.73  (meters)          (02/21/02) GPS OBS
 AH6187  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AH6187
 AH6187  HORZ ORDER  -  FIRST
 AH6187  ELLP ORDER  -  FIFTH     CLASS I
 AH6187
 AH6187.The horizontal coordinates were established by GPS observations
 AH6187.and adjusted by the National Geodetic Survey in December 1998..
 AH6187
 AH6187 ** The orthometric height has not been validated since last determined
 AH6187 ** by differential leveling and should not be used for control purposes.
 AH6187 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6187 ** area with valid NAVD 88 orthometric heights.
 AH6187 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6187 ** epoch indicated which incorporates improved geoid heights for the
 AH6187 ** Southern Louisiana Subsidence area.
 AH6187 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6187.The orthometric height was determined by GPS observations and a
 AH6187.high-resolution geoid model.
 AH6187
 AH6187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6187
 AH6187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6187
 AH6187.The ellipsoidal height was determined by GPS observations
 AH6187.and is referenced to NAD 83.
 AH6187
 AH6187.The geoid height was determined by GEOID03.
 AH6187
 AH6187;                    North         East     Units Scale Factor Converg.
 AH6187;SPC LA S     -   135,239.765 1,053,480.028   MT  0.99993778   +0 16 35.0
 AH6187;SPC LA S     -   443,699.13  3,456,292.39   sFT  0.99993778   +0 16 35.0
 AH6187;UTM  15      - 3,289,701.997   714,686.878   MT  1.00016871   +1 06 02.5
 AH6187
 AH6187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6187!SPC LA S     -   1.00000357  x   0.99993778  =   0.99994135
 AH6187!UTM  15      -   1.00000357  x   1.00016871  =   1.00017228
 AH6187
 AH6187:                Primary Azimuth Mark                     Grid Az
 AH6187:SPC LA S     -  BBLUB 24                                 153 43 42.6
 AH6187:UTM  15      -  BBLUB 24                                 152 54 15.1
 AH6187
 AH6187|---------------------------------------------------------------------|
 AH6187| PID    Reference Object                     Distance      Geod. Az  |
 AH6187|                                                           dddmmss.s |
 AH6187| AH6179 BBLUB 24                            APPROX. 0.7 KM 1540017.6 |
 AH6187|---------------------------------------------------------------------|
 AH6187
 AH6187                          SUPERSEDED SURVEY CONTROL
 AH6187
 AH6187  ELLIP H (12/17/98)  -22.70   (m)                       GP(       ) 4 2
 AH6187
 AH6187.Superseded values are not recommended for survey control.
 AH6187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6187.See file dsdata.txt to determine how the superseded data were derived.
 AH6187
 AH6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1468789702(NAD 83)
 AH6187_MARKER: DD = SURVEY DISK
 AH6187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6187_STAMPING: BBLUB 25
 AH6187_MARK LOGO: LA-109
 AH6187_PROJECTION: FLUSH
 AH6187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6187+STABILITY: SURFACE MOTION
 AH6187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6187+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6187
 AH6187  HISTORY     - Date     Condition        Report By
 AH6187  HISTORY     - 1995     MONUMENTED       MPHI
 AH6187
 AH6187                          STATION DESCRIPTION
 AH6187
 AH6187'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6187'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6187'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6187'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN LEFT ON HWY 316
 AH6187'AND TRAVEL NORTHERLY FOR 6.90 MI (11.10 KM) TO JUNCTION WITH BAYO BLUE
 AH6187'BY-PASS ROAD.  TURN RIGHT AND TRAVEL NORTHERLY FOR 1.23 MI (1.98 KM)
 AH6187'TO THE STATION ON THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6187'THE STATION IS 58.5 FT (17.8 M) SOUTHWEST FROM THE END OF THE 48 INCH
 AH6187'CROSSING DRAIN, 43.3 FT (13.2 M) NORTHWEST FROM THE CENTERLINE OF THE
 AH6187'SHELL ROAD, 80.3 FT (24.5 M) NORTHWEST FROM THE POWER POLE, 34.50 FT
 AH6187'(10.52 M) NORTHEAST FROM THE EDGE OF THE CANE FIELD, AND 5.0 FT (1.5
 AH6187'M) NORTHWEST FROM THE 4 FT HIGH WOODEN PILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2952 ***********************************************************************
 BX2952  DESIGNATION -  BEA
 BX2952  PID         -  BX2952
 BX2952  STATE/COUNTY-  LA/SABINE
 BX2952  USGS QUAD   -  NEGREET (1985)
 BX2952
 BX2952                         *CURRENT SURVEY CONTROL
 BX2952  ___________________________________________________________________
 BX2952* NAD 83(1992)-  31 26 10.50168(N)    093 31 57.35661(W)     ADJUSTED  
 BX2952* NAVD 88     -        97.9    (meters)     321.     (feet)  VERTCON   
 BX2952  ___________________________________________________________________
 BX2952  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 BX2952  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX2952
 BX2952  HORZ ORDER  -  SECOND
 BX2952
 BX2952.The horizontal coordinates were established by classical geodetic methods
 BX2952.and adjusted by the National Geodetic Survey in January 1993..
 BX2952
 BX2952.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2952
 BX2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2952
 BX2952.The geoid height was determined by GEOID03.
 BX2952
 BX2952;                    North         East     Units Scale Factor Converg.
 BX2952;SPC LA N     -   104,275.165   901,840.605   MT  0.99994981   -0 32 45.4
 BX2952;SPC LA N     -   342,109.44  2,958,788.72   sFT  0.99994981   -0 32 45.4
 BX2952;UTM  15      - 3,478,073.772   449,387.471   MT  0.99963159   -0 16 40.0
 BX2952
 BX2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2952!SPC LA N     -   0.99998884  x   0.99994981  =   0.99993865
 BX2952!UTM  15      -   0.99998884  x   0.99963159  =   0.99962044
 BX2952
 BX2952|---------------------------------------------------------------------|
 BX2952| PID    Reference Object                     Distance      Geod. Az  |
 BX2952|                                                           dddmmss.s |
 BX2952| CV8052 BEA RM 1                             15.082 METERS 02424     |
 BX2952| CV8051 BEA AZ MK                                          0351919.1 |
 BX2952| BX2953 BEA LDH 1971 RM 2                    10.470 METERS 20355     |
 BX2952|---------------------------------------------------------------------|
 BX2952
 BX2952                          SUPERSEDED SURVEY CONTROL
 BX2952
 BX2952  NAD 83(1986)-  31 26 10.51044(N)    093 31 57.35060(W) AD(       ) 2
 BX2952  NAD 27      -  31 26 09.86655(N)    093 31 56.71506(W) AD(       ) 2
 BX2952  NGVD 29 (07/19/86)   98.0    (m)          322.     (f) VERT ANG       
 BX2952
 BX2952.Superseded values are not recommended for survey control.
 BX2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2952.See file dsdata.txt to determine how the superseded data were derived.
 BX2952
 BX2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4938778074(NAD 83)
 BX2952_MARKER: DD = SURVEY DISK
 BX2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2952
 BX2952  HISTORY     - Date     Condition        Report By
 BX2952  HISTORY     - 1971     MONUMENTED       LADH
 BX2952
 BX2952                          STATION DESCRIPTION
 BX2952
 BX2952'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RJT)
 BX2952'THE STATION IS LOCATED 5 MILES WEST-SOUTHWEST OF FLORIEN, 95 MILES
 BX2952'SOUTHWEST OF MANY AND 15 MILES SOUTHEAST OF ZWOLLE, IN THE NORTHEAST
 BX2952'1/4 OF SECTION 7, T5N, R11W, AND ON THE PROPERTY OWNED BY LOUISIANA
 BX2952'DEPARTMENT OF HIGHWAYS.
 BX2952'
 BX2952'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX2952'STATE HIGHWAY 474 IN FLORIEN, GO WEST ALONG STATE HIGHWAY 474 FOR
 BX2952'5.3 MILES TO A CEMETERY ON THE RIGHT JUST PAST A CATTLE GUARD.  THE
 BX2952'STATION IS SET ON RIGHT NEAR THE CEMETERY FENCE.
 BX2952'
 BX2952'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY
 BX2952'474 FOR 0.25 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF THE
 BX2952'HIGHWAY NEAR A FENCE CORNER AND A PINE TREE.
 BX2952'
 BX2952'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2952'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2952'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2952'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2952'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 BX2952'
 BX2952'THEY ARE STAMPED BEA 1971.  THE MARK IS 91 FEET SOUTH OF A POWER
 BX2952'POLE, 35 FEET WEST OF THE CENTER OF STATE HIGHWAY 474, 3 FEET EAST
 BX2952'OF A FENCE, AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2952'
 BX2952'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2952'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2952'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BX2952'IS STAMPED BEA R. M. 1 1971.  IT IS 88 FEET SOUTHWEST OF THE
 BX2952'CENTER OF A CATTLE GUARD, 41 FEET WEST OF THE CENTER OF STATE
 BX2952'HIGHWAY 474, 41 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 3 FEET
 BX2952'EAST OF A FENCE.
 BX2952'
 BX2952'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2952'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2952'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2952'STAMPED BEA R. M. 2 1971.  IT IS 69 FEET NORTH-NORTHEAST OF THE
 BX2952'SOUTHEAST CORNER OF A FENCE, 32 FEET WEST OF THE CENTER OF STATE
 BX2952'HIGHWAY 474, 29 FEET SOUTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 BX2952'MARKER, AND 3.5 FEET EAST OF A FENCE.
 BX2952'
 BX2952'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2952'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2952'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2952'STAMPED BEA AZ. MK. 1971.  IT IS 40 FEET EAST-SOUTHEAST OF THE
 BX2952'CENTER OF STATE HIGHWAY 474, 22 FEET NORTHWEST OF A FENCE CORNER, 20
 BX2952'FEET SOUTH-SOUTHWEST OF A 38 INCH PINE TREE, AND 2 FEET
 BX2952'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2952'
 BX2952'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2441 ***********************************************************************
 AU2441  DESIGNATION -  BEACH
 AU2441  PID         -  AU2441
 AU2441  STATE/COUNTY-  LA/TERREBONNE
 AU2441  USGS QUAD   -  OYSTER BAYOU (1974)
 AU2441
 AU2441                         *CURRENT SURVEY CONTROL
 AU2441  ___________________________________________________________________
 AU2441* NAD 83(1992)-  29 13 14.68262(N)    091 11 38.07241(W)     ADJUSTED  
 AU2441* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2441  ___________________________________________________________________
 AU2441  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2441  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AU2441
 AU2441  HORZ ORDER  -  SECOND
 AU2441
 AU2441.The horizontal coordinates were established by classical geodetic methods
 AU2441.and adjusted by the National Geodetic Survey in January 1993..
 AU2441
 AU2441.The orthometric height was scaled from a topographic map.
 AU2441
 AU2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2441
 AU2441.The geoid height was determined by GEOID03.
 AU2441
 AU2441;                    North         East     Units Scale Factor Converg.
 AU2441;SPC LA S     -    79,901.210 1,013,556.627   MT  1.00001772   +0 04 11.0
 AU2441;SPC LA S     -   262,142.55  3,325,310.37   sFT  1.00001772   +0 04 11.0
 AU2441;UTM  15      - 3,233,793.719   675,553.411   MT  0.99998030   +0 52 54.9
 AU2441
 AU2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2441!SPC LA S     -   1.00000386  x   1.00001772  =   1.00002158
 AU2441!UTM  15      -   1.00000386  x   0.99998030  =   0.99998416
 AU2441
 AU2441:                Primary Azimuth Mark                     Grid Az
 AU2441:SPC LA S     -  DE LARGE                                 107 24 18.3
 AU2441:UTM  15      -  DE LARGE                                 106 35 34.4
 AU2441
 AU2441|---------------------------------------------------------------------|
 AU2441| PID    Reference Object                     Distance      Geod. Az  |
 AU2441|                                                           dddmmss.s |
 AU2441| AU2436 DE LARGE                            APPROX.14.0 KM 1072829.3 |
 AU2441| CV8721 BEACH RM 1                           19.250 METERS 13126     |
 AU2441| CV8722 BEACH RM 2                           24.740 METERS 30106     |
 AU2441|---------------------------------------------------------------------|
 AU2441
 AU2441                          SUPERSEDED SURVEY CONTROL
 AU2441
 AU2441  NAD 83(1986)-  29 13 14.70940(N)    091 11 38.07703(W) AD(       ) 2
 AU2441  NAD 27      -  29 13 13.91600(N)    091 11 37.69600(W) AD(       ) 2
 AU2441
 AU2441.Superseded values are not recommended for survey control.
 AU2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2441.See file dsdata.txt to determine how the superseded data were derived.
 AU2441
 AU2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7555333794(NAD 83)
 AU2441_MARKER: DS = TRIANGULATION STATION DISK
 AU2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2441
 AU2441  HISTORY     - Date     Condition        Report By
 AU2441  HISTORY     - 1928     MONUMENTED       CGS
 AU2441  HISTORY     - 1946     SEE DESCRIPTION  LOCENG
 AU2441  HISTORY     - 1948     MARK NOT FOUND   SUNOCO
 AU2441  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2441
 AU2441                          STATION DESCRIPTION
 AU2441
 AU2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2441'STATION IS ABOUT 4 MILES W OF THE OYSTER BAYOU LIGHT, ON THE GULF
 AU2441'COAST, 12 METERS (39 FEET) FROM THE HIGH-WATER MARK OF THE GULF
 AU2441'COVERED WITH 6 INCHES OF SHELL.
 AU2441'
 AU2441'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2441'SET IN THE TOP OF CONCRETE CYLINDERS.
 AU2441'
 AU2441'REFERENCE MARK NO. 1 IS ON THE HIGH-WATER MARK OF THE GULF,
 AU2441'WITH 6 INCHES OF IT EXPOSED, AND IS 19.25 METERS (63.2 FEET)
 AU2441'FROM THE STATION S 48 DEG 34 MIN E.
 AU2441'
 AU2441'REFERENCE MARK NO. 2 IS 24.74 METERS (81.2 FEET) FROM THE
 AU2441'STATION N 58 DEG 54 MIN W.  THIS MARK WAS NOT RECOVERED,
 AU2441'ITS LOCATION PLACING IT UNDER 2 FEET OF SHELL.
 AU2441
 AU2441                          STATION RECOVERY (1946)
 AU2441
 AU2441'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (GOD)
 AU2441'RECOVERED BY KERR MC GEE OIL CO
 AU2441'
 AU2441'STATION APPARENTLY DESTROYED.
 AU2441
 AU2441                          STATION RECOVERY (1948)
 AU2441
 AU2441'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2441'UNABLE TO RECOVER STATION.  GULF SHORELINE IS RECEDING IN THIS
 AU2441'AREA.
 AU2441
 AU2441                          STATION RECOVERY (1952)
 AU2441
 AU2441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2441'STATION AND REFERENCE MARKS ARE LOST THROUGH EROSION OF THE
 AU2441'BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0956 ***********************************************************************
 AT0956  DESIGNATION -  BEACON
 AT0956  PID         -  AT0956
 AT0956  STATE/COUNTY-  LA/ST BERNARD
 AT0956  USGS QUAD   -  POINT CHICOT (1994)
 AT0956
 AT0956                         *CURRENT SURVEY CONTROL
 AT0956  ___________________________________________________________________
 AT0956* NAD 83(1992)-  29 40 21.40314(N)    089 18 05.49204(W)     ADJUSTED  
 AT0956* NAVD 88     -                                                        
 AT0956  ___________________________________________________________________
 AT0956  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AT0956  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AT0956
 AT0956  HORZ ORDER  -  THIRD
 AT0956
 AT0956.The horizontal coordinates were established by classical geodetic methods
 AT0956.and adjusted by the National Geodetic Survey in May 1994..
 AT0956
 AT0956
 AT0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0956
 AT0956.The geoid height was determined by GEOID03.
 AT0956
 AT0956;                    North         East     Units Scale Factor Converg.
 AT0956;SPC LA S     -   131,721.617 1,196,660.152   MT  0.99994205   +1 00 57.3
 AT0956;SPC LA S     -   432,156.67  3,926,042.52   sFT  0.99994205   +1 00 57.3
 AT0956;UTM  16      - 3,284,724.338   277,267.435   MT  1.00021215   -1 08 23.4
 AT0956
 AT0956                          SUPERSEDED SURVEY CONTROL
 AT0956
 AT0956  NAD 83(1992)-  29 40 21.40423(N)    089 18 05.49014(W) AD(       ) 4
 AT0956  NAD 83(1986)-  29 40 21.40838(N)    089 18 05.49350(W) AD(       ) 4
 AT0956  NAD 27      -  29 40 20.67600(N)    089 18 05.32600(W) AD(       ) 3
 AT0956
 AT0956.Superseded values are not recommended for survey control.
 AT0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0956.See file dsdata.txt to determine how the superseded data were derived.
 AT0956
 AT0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7726784724(NAD 83)
 AT0956
 AT0956  HISTORY     - Date     Condition        Report By
 AT0956  HISTORY     - 1952     FIRST OBSERVED   CGS
 AT0956
 AT0956                          STATION DESCRIPTION
 AT0956
 AT0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0956'STATION WAS A SIGNAL LASHED TO THE MAST OF A SMALL BOOM ON BOW OF A
 AT0956'CONVERTED LANDING.
 AT0956'CRAFT ORIENTED IN A NE-SW DIRECTION AND SUNK TO FORM
 AT0956'A BREAKWATER FOR A DRILLING RIG.  A
 AT0956'SECOND LANDING CRAFT WAS ORIENTED
 AT0956'IN A NW-SE DIRECTION AND SUNK TO FORM THE SECOND SIDE
 AT0956'OF THE
 AT0956'BREAKWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2891 ***********************************************************************
 CQ2891  DESIGNATION -  BEAR
 CQ2891  PID         -  CQ2891
 CQ2891  STATE/COUNTY-  LA/BIENVILLE
 CQ2891  USGS QUAD   -  BRYCELAND (1986)
 CQ2891
 CQ2891                         *CURRENT SURVEY CONTROL
 CQ2891  ___________________________________________________________________
 CQ2891* NAD 83(1992)-  32 22 32.57206(N)    092 56 19.73159(W)     ADJUSTED  
 CQ2891* NAVD 88     -        95.3    (meters)     313.     (feet)  VERTCON   
 CQ2891  ___________________________________________________________________
 CQ2891  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CQ2891  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ2891
 CQ2891  HORZ ORDER  -  SECOND
 CQ2891
 CQ2891.The horizontal coordinates were established by classical geodetic methods
 CQ2891.and adjusted by the National Geodetic Survey in January 1993..
 CQ2891
 CQ2891.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2891
 CQ2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2891
 CQ2891.The geoid height was determined by GEOID03.
 CQ2891
 CQ2891;                    North         East     Units Scale Factor Converg.
 CQ2891;SPC LA N     -   208,056.025   958,707.350   MT  0.99994659   -0 13 55.2
 CQ2891;SPC LA N     -   682,597.14  3,145,359.03   sFT  0.99994659   -0 13 55.2
 CQ2891;UTM  15      - 3,582,083.689   505,755.623   MT  0.99960041   +0 01 57.9
 CQ2891
 CQ2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2891!SPC LA N     -   0.99998906  x   0.99994659  =   0.99993565
 CQ2891!UTM  15      -   0.99998906  x   0.99960041  =   0.99958948
 CQ2891
 CQ2891|---------------------------------------------------------------------|
 CQ2891| PID    Reference Object                     Distance      Geod. Az  |
 CQ2891|                                                           dddmmss.s |
 CQ2891| CY3377 BEAR RM 2                            10.853 METERS 00502     |
 CQ2891| CQ2886 GENTRY HILL LOT                     APPROX. 5.5 KM 0460256.4 |
 CQ2891| CQ2890 BEAR LADH A 1971                     16.374 METERS 09217     |
 CQ2891| CY3375 BEAR AZ MK                                         2211746.1 |
 CQ2891| CY3376 BEAR RM 1                            11.373 METERS 25940     |
 CQ2891|---------------------------------------------------------------------|
 CQ2891
 CQ2891                          SUPERSEDED SURVEY CONTROL
 CQ2891
 CQ2891  NAD 83(1986)-  32 22 32.58526(N)    092 56 19.72310(W) AD(       ) 2
 CQ2891  NAD 27      -  32 22 32.02713(N)    092 56 19.15215(W) AD(       ) 2
 CQ2891  NGVD 29 (07/19/86)   95.4    (m)          313.     (f) VERT ANG       
 CQ2891
 CQ2891.Superseded values are not recommended for survey control.
 CQ2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2891.See file dsdata.txt to determine how the superseded data were derived.
 CQ2891
 CQ2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0575682084(NAD 83)
 CQ2891_MARKER: DD = SURVEY DISK
 CQ2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2891
 CQ2891  HISTORY     - Date     Condition        Report By
 CQ2891  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2891
 CQ2891                          STATION DESCRIPTION
 CQ2891
 CQ2891'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2891'THE STATION IS LOCATED 3 MILES NORTHEAST OF BIENVILLE, 12
 CQ2891'MILES SOUTH OF ARCADIA AND 13.5 MILES SOUTHEAST OF GIBSLAND,
 CQ2891'IN THE NORTHWEST 1/4 OF SECTION 13, T16N, R6W, AND ON
 CQ2891'THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ2891'
 CQ2891'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT IN
 CQ2891'ARCADIA, DRIVE SOUTH ALONG STATE HIGHWAY 9 FOR 8 MILES TO
 CQ2891'BRYCLAND, CONTINUE SOUTH ALONG HIGHWAY 9 FOR 6.5 MILES TO
 CQ2891'BIENVILLE AND INTERSECTION WITH STATE HIGHWAY 507, TURN LEFT
 CQ2891'ON HIGHWAY 507 AND GO 2.1 MILES TO INTERSECTION WITH STATE
 CQ2891'HIGHWAY 508, TURN LEFT AND GO NORTH ON HIGHWAY 507 FOR 1.5
 CQ2891'MILES TO THE STATION WHICH IS SET ON THE LEFT ON A HIGH BANK.
 CQ2891'
 CQ2891'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 CQ2891'STATE HIGHWAY 507 FOR 0.4 MILE TO THE MARK SET ON THE LEFT
 CQ2891'AND SOUTHEAST OF THE HIGHWAY NEAR THE SOUTHERN NATURAL GAS
 CQ2891'COMPANY OFFICE (BEAR CREEK DIVISION).
 CQ2891'
 CQ2891'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2891'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2891'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ2891'3 INCHES ABOVE THE GROUND.  THE SUB-SURFACE MARK DISK IS SET
 CQ2891'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES
 CQ2891'BELOW THE GROUND SURFACE.  THEY ARE STAMPED BEAR 1971.  THE
 CQ2891'MARK IS 106 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A TIN
 CQ2891'SHED, 98 FEET WEST-NORTHWEST OF A CATTLEGUARD, 54 FEET
 CQ2891'WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 507, 27 FEET
 CQ2891'EAST-SOUTHEAST OF A 10 INCH PINE TREE, 20 FEET
 CQ2891'SOUTH-SOUTHWEST OF AN 8 INCH PINE TREE, 17 FEET NORTHEAST OF
 CQ2891'A 10 INCH PINE TREE, AND 2.5 FEET WEST-NORTHWEST OF A
 CQ2891'METAL WITNESS POST AND SIGN.
 CQ2891'
 CQ2891'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2891'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2891'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2891'FLUSH WITH THE GROUND.  IT IS STAMPED BEAR R.M. 1 1971.  IT IS
 CQ2891'77 FEET WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 507,
 CQ2891'53 FEET SOUTH-EAST OF A 24 INCH PINE TREE, 23 FEET
 CQ2891'SOUTH-SOUTHWEST OF A 10 INCH PINE TREE, AND 16 FEET
 CQ2891'NORTH-NORTHEAST OF A 20 INCH PINE TREE.
 CQ2891'
 CQ2891'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2891'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2891'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2891'FLUSH WITH THE GROUND.  IT IS STAMPED BEAR R.M. 2 1971.  IT IS
 CQ2891'54 FEET SOUTHEAST OF A 14 INCH OAK TREE, 71 FEET WEST-NORTHWEST
 CQ2891'OF THE CENTER OF STATE HIGHWAY 507, 35 FEET NORTHEAST OF A 10
 CQ2891'INCH PINE TREE, AND 7 FEET SOUTH-SOUTHWEST OF A 12 INCH PINE
 CQ2891'TREE.
 CQ2891'
 CQ2891'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2891'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2891'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2891'WITH THE GROUND.  IT IS STAMPED BEAR AZ.MK. 1971.  IT IS 74
 CQ2891'FEET NORTH OF THE NORTHWEST CORNER OF THE SOUTHERN NATURAL
 CQ2891'GAS COMPANY OFFICE BUILDING, 54 FEET EAST-SOUTHEAST OF THE
 CQ2891'CENTER OF STATE HIGHWAY 507, 10 FEET SOUTH OF A 10 INCH PINE
 CQ2891'TREE, 2.5 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 CQ2891'AND 1.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND
 CQ2891'SIGN.
 CQ2891'
 CQ2891'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3021 ***********************************************************************
 BX3021  DESIGNATION -  BEAR
 BX3021  PID         -  BX3021
 BX3021  STATE/COUNTY-  LA/DE SOTO
 BX3021  USGS QUAD   -  TRENTON (1995)
 BX3021
 BX3021                         *CURRENT SURVEY CONTROL
 BX3021  ___________________________________________________________________
 BX3021* NAD 83(1992)-  31 55 29.92132(N)    093 42 50.28412(W)     ADJUSTED  
 BX3021* NAVD 88     -        98.8    (meters)     324.     (feet)  VERTCON   
 BX3021  ___________________________________________________________________
 BX3021  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BX3021  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX3021
 BX3021  HORZ ORDER  -  SECOND
 BX3021
 BX3021.The horizontal coordinates were established by classical geodetic methods
 BX3021.and adjusted by the National Geodetic Survey in February 1996..
 BX3021
 BX3021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3021
 BX3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3021
 BX3021.The geoid height was determined by GEOID03.
 BX3021
 BX3021;                    North         East     Units Scale Factor Converg.
 BX3021;SPC LA N     -   158,637.205   885,207.251   MT  0.99991475   -0 38 30.6
 BX3021;SPC LA N     -   520,462.23  2,904,217.46   sFT  0.99991475   -0 38 30.6
 BX3021;UTM  15      - 3,532,342.519   432,506.295   MT  0.99965618   -0 22 39.2
 BX3021
 BX3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3021!SPC LA N     -   0.99998854  x   0.99991475  =   0.99990329
 BX3021!UTM  15      -   0.99998854  x   0.99965618  =   0.99964472
 BX3021
 BX3021|---------------------------------------------------------------------|
 BX3021| PID    Reference Object                     Distance      Geod. Az  |
 BX3021|                                                           dddmmss.s |
 BX3021| CV8054 BEAR RM 1                            29.350 METERS 11244     |
 BX3021| CV8053 BEAR AZ MK                                         1731557.4 |
 BX3021| BX3020 BEAR 1971 RM 2                       21.522 METERS 17411     |
 BX3021|---------------------------------------------------------------------|
 BX3021
 BX3021                          SUPERSEDED SURVEY CONTROL
 BX3021
 BX3021  NAD 83(1992)-  31 55 29.92188(N)    093 42 50.28442(W) AD(       ) 2
 BX3021  NAD 83(1986)-  31 55 29.93035(N)    093 42 50.28013(W) AD(       ) 2
 BX3021  NAD 27      -  31 55 29.33250(N)    093 42 49.61941(W) AD(       ) 2
 BX3021  NGVD 29 (07/19/86)   98.9    (m)          324.     (f) VERT ANG       
 BX3021
 BX3021.Superseded values are not recommended for survey control.
 BX3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3021.See file dsdata.txt to determine how the superseded data were derived.
 BX3021
 BX3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3250632343(NAD 83)
 BX3021_MARKER: DS = TRIANGULATION STATION DISK
 BX3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3021
 BX3021  HISTORY     - Date     Condition        Report By
 BX3021  HISTORY     - 1971     MONUMENTED       NGS
 BX3021  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX3021
 BX3021                          STATION DESCRIPTION
 BX3021
 BX3021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3021'ALL MEASUREMENTS WITH 30 METER TAPE HOLDING 5 KILOS TENSION.
 BX3021'
 BX3021'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF MANSFIELD, 4-1/4 MILES
 BX3021'NORTH OF BENSON, IN THE EAST 1/2 OF SECTION 20, T 10 N, R 13 W, AND
 BX3021'ON HIGHWAY RIGHT-OF-WAY.
 BX3021'
 BX3021'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX3021'STATE HIGHWAY 512 IN BENSON, GO NORTH ON U. S. HIGHWAY 171 FOR 3.75
 BX3021'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON U. S.
 BX3021'HIGHWAY 171 FOR 0.5 MILE TO THE STATION ON RIGHT, 0.05 MILE BEFORE
 BX3021'REACHING GRAVELED ROAD RIGHT.
 BX3021'
 BX3021'STATION MARKS ARE STANDARD DISKS STAMPED BEAR 1971.  THE SURFACE DISK
 BX3021'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BX3021'FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET EAST OF THE
 BX3021'CENTERLINE OF U. S. HIGHWAY 171, 38.5 FEET WEST OF WEST RAIL OF
 BX3021'RAILROAD TRACK, 19.5 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE AND
 BX3021'3.5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS
 BX3021'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 BX3021'GROUND SURFACE.
 BX3021'
 BX3021'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAR NO 1 1971, SET IN
 BX3021'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX3021'WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF EAST RAIL OF
 BX3021'RAILROAD TRACK, 30 FEET WEST OF THE CENTER OF A GRAVELED ROAD
 BX3021'AND 13 FEET NORTHWEST OF A POWERLINE POLE.
 BX3021'
 BX3021'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAR NO 2 1971, SET IN
 BX3021'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX3021'WITH THE GROUND SURFACE.  IT IS 84 FEET NORTH OF A TELEGRAPH POLE,
 BX3021'47 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 171 AND 41.5 FEET
 BX3021'WEST OF WEST RAIL OF RAILROAD TRACK.
 BX3021'
 BX3021'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAR 1971, SET IN THE
 BX3021'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BX3021'INCHES ABOVE GROUND SURFACE.  IT IS 45.5 FEET WEST OF THE CENTERLINE
 BX3021'OF U. S. HIGHWAY 171 AND 2.8 FEET NORTH OF A METAL WITNESS
 BX3021'POST.
 BX3021'
 BX3021'NEAREST TOWN--BENSON.
 BX3021
 BX3021                          STATION RECOVERY (1997)
 BX3021
 BX3021'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0730 ***********************************************************************
 AV0730  DESIGNATION -  BEAR USGS 1932
 AV0730  PID         -  AV0730
 AV0730  STATE/COUNTY-  LA/VERMILION
 AV0730  USGS QUAD   -  FLOATING TURF BAYOU (1979)
 AV0730
 AV0730                         *CURRENT SURVEY CONTROL
 AV0730  ___________________________________________________________________
 AV0730* NAD 83(1992)-  29 42 52.17278(N)    092 33 30.32993(W)     ADJUSTED  
 AV0730* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0730  **This station is located in a subsidence area (see below).
 AV0730  ___________________________________________________________________
 AV0730  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AV0730  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AV0730
 AV0730  HORZ ORDER  -  THIRD
 AV0730
 AV0730.The horizontal coordinates were established by classical geodetic methods
 AV0730.and adjusted by the National Geodetic Survey in January 1993..
 AV0730
 AV0730 ** The orthometric height has not been validated since last determined
 AV0730 ** by differential leveling and should not be used for control purposes.
 AV0730 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0730 ** area with valid NAVD 88 orthometric heights.
 AV0730 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0730 ** epoch indicated which incorporates improved geoid heights for the
 AV0730 ** Southern Louisiana Subsidence area.
 AV0730 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0730.The orthometric height was scaled from a topographic map.
 AV0730
 AV0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0730
 AV0730.The geoid height was determined by GEOID03.
 AV0730
 AV0730;                    North         East     Units Scale Factor Converg.
 AV0730;SPC LA S     -   135,253.737   881,468.162   MT  0.99993816   -0 36 45.2
 AV0730;SPC LA S     -   443,744.97  2,891,950.13   sFT  0.99993816   -0 36 45.2
 AV0730;UTM  15      - 3,287,231.068   542,710.487   MT  0.99962251   +0 13 08.0
 AV0730
 AV0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0730!SPC LA S     -   1.00000409  x   0.99993816  =   0.99994225
 AV0730!UTM  15      -   1.00000409  x   0.99962251  =   0.99962660
 AV0730
 AV0730:                Primary Azimuth Mark                     Grid Az
 AV0730:SPC LA S     -  PECAN ISLAND SCHOOL HOUSE USGS           127 09 52.1
 AV0730:UTM  15      -  PECAN ISLAND SCHOOL HOUSE USGS           126 19 58.9
 AV0730
 AV0730|---------------------------------------------------------------------|
 AV0730| PID    Reference Object                     Distance      Geod. Az  |
 AV0730|                                                           dddmmss.s |
 AV0730| AV0664 PECAN ISLAND SCHOOL HOUSE USGS      APPROX.12.8 KM 1263306.9 |
 AV0730| AV0722 WEST USGS 1932                      APPROX. 8.1 KM 3183337.2 |
 AV0730| AV0721 WHITE LAKE LIGHT WEST               APPROX. 7.7 KM 3203458.2 |
 AV0730|---------------------------------------------------------------------|
 AV0730
 AV0730                          SUPERSEDED SURVEY CONTROL
 AV0730
 AV0730  NAD 83(1986)-  29 42 52.19199(N)    092 33 30.31856(W) AD(       ) 3
 AV0730  NAD 27      -  29 42 51.41900(N)    092 33 29.83200(W) AD(       ) 3
 AV0730
 AV0730.Superseded values are not recommended for survey control.
 AV0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0730.See file dsdata.txt to determine how the superseded data were derived.
 AV0730
 AV0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4271087231(NAD 83)
 AV0730_MARKER: DS = TRIANGULATION STATION DISK
 AV0730_SETTING: 0 = UNSPECIFIED SETTING
 AV0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0730
 AV0730  HISTORY     - Date     Condition        Report By
 AV0730  HISTORY     - 1932     MONUMENTED       CGS
 AV0730  HISTORY     - 1945     SEE DESCRIPTION  LOCENG
 AV0730  HISTORY     - 1948     GOOD             CGS
 AV0730  HISTORY     - 1949     SEE DESCRIPTION  CGS
 AV0730
 AV0730                          STATION DESCRIPTION
 AV0730
 AV0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JML)
 AV0730'ON S SHORE OF WHITE LAKE, ON BEAR LAKE POINT, ON W SIDE
 AV0730'OF CHANNEL GOING INTO BEAR LAKE ABOUT 40 FEET W OF W SHORE
 AV0730'LINE OF CHANNEL, ABOUT 35 FEET S OF S SHORE LINE OF WHITE
 AV0730'LAKE.  A CONCRETE POST WITH STANDARD TABLET STAMPED BEAR
 AV0730'1932.
 AV0730'
 AV0730'INSTRUMENT AND SIGNAL OVER STATION MARK.  INSTRUMENT ELEVATED
 AV0730'30 FEET.
 AV0730
 AV0730                          STATION RECOVERY (1945)
 AV0730
 AV0730'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (DFC)
 AV0730'LETTER FROM MR. D.F. CHAMPION, STANOLIND GAS AND OIL COMPANY,
 AV0730'HOUSTON, TEXAS, DATED JUNE 7, 1945--
 AV0730'
 AV0730'STATION COMPRISED OF A STANDARD CONCRETE MONUMENT WAS FOUND
 AV0730'LYING DOWN UNDER 3 FEET OF WATER WHERE THE POINT OF LAND
 AV0730'HAS WASHED AWAY NEAR THE ENTRANCE FROM BEAR LAKE INTO WHITE
 AV0730'LAKE.  FOUND THE SHALLOW HOLE FROM WHICH THE MONUMENT BASE
 AV0730'APPEARED TO HAVE TOPPLED ADJACENT TO THE BASE END OF THE
 AV0730'MONUMENT.  THE SITE IS MARKED WITH A JOINT OF 2-INCH CAST-IRON
 AV0730'PIPE WITH COLLAR STANDING 1 FOOT ABOVE WATER LEVEL.
 AV0730
 AV0730                          STATION RECOVERY (1948)
 AV0730
 AV0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0730'THE CAST-IRON PIPE DESCRIBED IN 1945 RECOVERY NOTE WAS RECOVERED
 AV0730'IN GOOD CONDITION AND IS NOW 190 FEET E OF THE POINT OF
 AV0730'LAND OUT IN THE WATER.  THE PIPE STILL PROJECTS ABOUT 1
 AV0730'FOOT ABOVE THE WATER.
 AV0730
 AV0730                          STATION RECOVERY (1949)
 AV0730
 AV0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FNS)
 AV0730'LETTER OF F.N. SHUTTS, LAKE CHARLES, LA., DATED SEPTEMBER
 AV0730'27, 1949--
 AV0730'
 AV0730'STATION WASHED INTO THE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2706 ***********************************************************************
 CQ2706  DESIGNATION -  BEARDEN
 CQ2706  PID         -  CQ2706
 CQ2706  STATE/COUNTY-  LA/UNION
 CQ2706  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ2706
 CQ2706                         *CURRENT SURVEY CONTROL
 CQ2706  ___________________________________________________________________
 CQ2706* NAD 83(1992)-  32 43 57.00598(N)    092 28 42.16163(W)     ADJUSTED  
 CQ2706* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 CQ2706  ___________________________________________________________________
 CQ2706  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CQ2706  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2706
 CQ2706  HORZ ORDER  -  SECOND
 CQ2706
 CQ2706.The horizontal coordinates were established by classical geodetic methods
 CQ2706.and adjusted by the National Geodetic Survey in September 1999..
 CQ2706
 CQ2706.The orthometric height was scaled from a topographic map.
 CQ2706
 CQ2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2706
 CQ2706.The geoid height was determined by GEOID03.
 CQ2706
 CQ2706;                    North         East     Units Scale Factor Converg.
 CQ2706;SPC LA N     -   247,538.223 1,002,026.731   MT  1.00001567   +0 00 41.2
 CQ2706;SPC LA N     -   812,131.65  3,287,482.70   sFT  1.00001567   +0 00 41.2
 CQ2706;UTM  15      - 3,621,752.987   548,874.524   MT  0.99962945   +0 16 55.4
 CQ2706
 CQ2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2706!SPC LA N     -   0.99999106  x   1.00001567  =   1.00000673
 CQ2706!UTM  15      -   0.99999106  x   0.99962945  =   0.99962051
 CQ2706
 CQ2706|---------------------------------------------------------------------|
 CQ2706| PID    Reference Object                     Distance      Geod. Az  |
 CQ2706|                                                           dddmmss.s |
 CQ2706| CY3379 BEARDEN RM 1                         23.382 METERS 02919     |
 CQ2706| CQ2714 FARMERVILLE N MUNICIPAL TANK        APPROX. 8.9 KM 0504911.4 |
 CQ2706| CQ2713 FARMERVILLE PARISH CTHSE TWR        APPROX. 8.3 KM 0561840.9 |
 CQ2706| CQ2712 FARMERVILLE S MUNICIPAL TANK        APPROX. 8.2 KM 0571727.6 |
 CQ2706| CY3380 BEARDEN RM 2                         20.336 METERS 11015     |
 CQ2706| CY3378 BEARDEN AZ MK                                      1232435.2 |
 CQ2706| CQ2707 D ARBONNE LOT LFC                   APPROX. 5.4 KM 1454701.6 |
 CQ2706|---------------------------------------------------------------------|
 CQ2706
 CQ2706                          SUPERSEDED SURVEY CONTROL
 CQ2706
 CQ2706  NAD 83(1992)-  32 43 57.00777(N)    092 28 42.16084(W) AD(       ) 2
 CQ2706  NAD 83(1986)-  32 43 57.01915(N)    092 28 42.15273(W) AD(       ) 2
 CQ2706  NAD 27      -  32 43 56.50800(N)    092 28 41.63100(W) AD(       ) 2
 CQ2706
 CQ2706.Superseded values are not recommended for survey control.
 CQ2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2706.See file dsdata.txt to determine how the superseded data were derived.
 CQ2706
 CQ2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4887521753(NAD 83)
 CQ2706_MARKER: DS = TRIANGULATION STATION DISK
 CQ2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2706
 CQ2706  HISTORY     - Date     Condition        Report By
 CQ2706  HISTORY     - 1952     MONUMENTED       CGS
 CQ2706  HISTORY     - 1957     GOOD             LOCSUR
 CQ2706
 CQ2706                          STATION DESCRIPTION
 CQ2706
 CQ2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2706'THE STATION IS 5 MILES SOUTHWEST OF FARMERVILLE, IN SECTION
 CQ2706'9, T 1 W, R 20 E, IN A FARMYARD ON PROPERTY OWNED BY MRS.
 CQ2706'AMY BEARDEN, 71 FEET NORTHEAST OF A 24-INCH OAK TREE, 43
 CQ2706'FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD AND 52 FEET
 CQ2706'EAST OF THE SOUTHEAST CORNER OF MRS. BEARDENS HOUSE.
 CQ2706'
 CQ2706'TO REACH THE STATION FROM THE COURTHOUSE IN FARMERVILLE
 CQ2706'GO SOUTH ON STATE HIGHWAY 44 FOR 4.85 MILES.  THEN RIGHT,
 CQ2706'WESTERLY, ON A GRAVELED ROAD FOR 1.75 MILES TO A Y-JUNCTION
 CQ2706'AT THE CREST OF A HILL (AT THE SOUTHWEST EDGE OF THE INTERSECTION
 CQ2706'THERE IS ANOTHER GRADED DIRT ROAD THAT DEAD-ENDS AT A FARM
 CQ2706'HOUSE.  GO SOUTHWESTERLY ON THIS ROAD FOR 0.1 MILE TO THE
 CQ2706'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.).  THEN LEFT, WEST,
 CQ2706'ON A GRADED DIRT ROAD FOR 0.3 MILE TO THE CREST OF A HILL
 CQ2706'AND THE STATION ON THE RIGHT AS DESCRIBED.
 CQ2706'
 CQ2706'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 CQ2706'STAMPED BEARDEN 1952.
 CQ2706'
 CQ2706'REFERENCE MARK 1 IS AT THE SOUTHEAST CORNER OF A VEGETABLE
 CQ2706'GARDEN AND 16 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 CQ2706'SHED.  IT PROJECTS 4 INCHES AND THE DISK IS STAMPED BEARDEN
 CQ2706'NO 1 1952.
 CQ2706'
 CQ2706'REFERENCE MARK 2 IS AT THE SOUTH EDGE OF A CULTIVATED FIELD
 CQ2706'AND 20 FEET NORTH OF THE CENTER OF THE GRADED DIRT ROAD.
 CQ2706'IT PROJECTS 6 INCHES AND THE DISK IS STAMPED BEARDEN NO
 CQ2706'2 1952.
 CQ2706'
 CQ2706'THE AZIMUTH MARK IS ABOUT 100 FEET NORTHEAST OF THE CREST
 CQ2706'OF A HILL, 19 FEET NORTHWEST OF THE CENTER OF THE GRADED
 CQ2706'DIRT ROAD AND 2.5 FEET NORTHWEST OF A WHITE 4 IN X 4 IN
 CQ2706'WITNESS POST.  IT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ2706'BEARDEN 1952.
 CQ2706'
 CQ2706'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ2706
 CQ2706                          STATION RECOVERY (1957)
 CQ2706
 CQ2706'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957
 CQ2706'RECOVERED BY SEISMIC EXPLOR
 CQ2706'
 CQ2706'STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1323 ***********************************************************************
 AT1323  DESIGNATION -  BEAU SEJOUR NAVIGATION LIGHT
 AT1323  PID         -  AT1323
 AT1323  STATE/COUNTY-  LA/PLAQUEMINES
 AT1323  USGS QUAD   -  PHOENIX (1973)
 AT1323
 AT1323                         *CURRENT SURVEY CONTROL
 AT1323  ___________________________________________________________________
 AT1323* NAD 83(1992)-  29 40 43.36800(N)    089 57 29.67882(W)     ADJUSTED  
 AT1323* NAVD 88     -                                                        
 AT1323  **This station is located in a subsidence area (see below).
 AT1323  ___________________________________________________________________
 AT1323  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AT1323  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AT1323
 AT1323  HORZ ORDER  -  THIRD
 AT1323
 AT1323.The horizontal coordinates were established by classical geodetic methods
 AT1323.and adjusted by the National Geodetic Survey in January 1993..
 AT1323
 AT1323 ** The orthometric height has not been validated since last determined
 AT1323 ** by differential leveling and should not be used for control purposes.
 AT1323 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1323 ** area with valid NAVD 88 orthometric heights.
 AT1323 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1323 ** epoch indicated which incorporates improved geoid heights for the
 AT1323 ** Southern Louisiana Subsidence area.
 AT1323 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1323
 AT1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1323
 AT1323.The geoid height was determined by GEOID03.
 AT1323
 AT1323;                    North         East     Units Scale Factor Converg.
 AT1323;SPC LA S     -   131,452.900 1,133,091.550   MT  0.99994145   +0 41 15.2
 AT1323;SPC LA S     -   431,275.06  3,717,484.53   sFT  0.99994145   +0 41 15.2
 AT1323;UTM  16      - 3,286,846.608   213,704.330   MT  1.00061146   -1 27 56.6
 AT1323;UTM  15      - 3,287,056.435   794,381.692   MT  1.00066941   +1 30 25.8
 AT1323
 AT1323                          SUPERSEDED SURVEY CONTROL
 AT1323
 AT1323  NAD 83(1986)-  29 40 43.38127(N)    089 57 29.68193(W) AD(       ) 4
 AT1323  NAD 27      -  29 40 42.62000(N)    089 57 29.43000(W) AD(       ) 3
 AT1323
 AT1323.Superseded values are not recommended for survey control.
 AT1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1323.See file dsdata.txt to determine how the superseded data were derived.
 AT1323
 AT1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1370486847(NAD 83)
 AT1323_MARKER: 14 = NAVIGATION LIGHT
 AT1323
 AT1323  HISTORY     - Date     Condition        Report By
 AT1323  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1323
 AT1323                          STATION DESCRIPTION
 AT1323
 AT1323'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1172 ***********************************************************************
 BK1172  DESIGNATION -  BEAVER
 BK1172  PID         -  BK1172
 BK1172  STATE/COUNTY-  LA/EVANGELINE
 BK1172  USGS QUAD   -  BEAVER (1968)
 BK1172
 BK1172                         *CURRENT SURVEY CONTROL
 BK1172  ___________________________________________________________________
 BK1172* NAD 83(1992)-  30 47 44.14117(N)    092 33 45.37723(W)     ADJUSTED  
 BK1172* NAVD 88     -        32.90   (+/-2cm)     107.9    (feet)  VERTCON   
 BK1172  ___________________________________________________________________
 BK1172  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BK1172  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1172
 BK1172  HORZ ORDER  -  FIRST
 BK1172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1172
 BK1172.The horizontal coordinates were established by classical geodetic methods
 BK1172.and adjusted by the National Geodetic Survey in January 1993..
 BK1172
 BK1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1172.The vertical order pertains to the NGVD 29 superseded value.
 BK1172
 BK1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1172
 BK1172.The geoid height was determined by GEOID03.
 BK1172
 BK1172;                    North         East     Units Scale Factor Converg.
 BK1172;SPC LA S     -   255,092.732   882,349.365   MT  1.00002173   -0 36 52.7
 BK1172;SPC LA S     -   836,916.74  2,894,841.21   sFT  1.00002173   -0 36 52.7
 BK1172;SPC LA N     -    32,777.597   994,007.633   MT  1.00010482   -0 01 59.2
 BK1172;SPC LA N     -   107,537.83  3,261,173.38   sFT  1.00010482   -0 01 59.2
 BK1172;UTM  15      - 3,407,030.834   541,845.395   MT  0.99962160   +0 13 26.2
 BK1172
 BK1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1172!SPC LA S     -   0.99999910  x   1.00002173  =   1.00002083
 BK1172!SPC LA N     -   0.99999910  x   1.00010482  =   1.00010392
 BK1172!UTM  15      -   0.99999910  x   0.99962160  =   0.99962070
 BK1172
 BK1172|---------------------------------------------------------------------|
 BK1172| PID    Reference Object                     Distance      Geod. Az  |
 BK1172|                                                           dddmmss.s |
 BK1172| BK1173 BEAVER RM 3                          30.331 METERS 08752     |
 BK1172| CV9636 BEAVER RM 1                          81.674 METERS 09014     |
 BK1172| CV9635 BEAVER AZ MK RESET                                 0931551.7 |
 BK1172| CV9634 BEAVER AZ MK                                       0950918.2 |
 BK1172| BK2977 OAKDALE MUNICIPAL TANK              APPROX. 9.9 KM 2832802.8 |
 BK1172| BK3003 ELIZABETH CALCAS PAPER CO TK        APPROX.24.4 KM 2905736.5 |
 BK1172| BK1174 BEAVER RM 2                          74.158 METERS 35528     |
 BK1172|---------------------------------------------------------------------|
 BK1172
 BK1172                          SUPERSEDED SURVEY CONTROL
 BK1172
 BK1172  NAD 83(1986)-  30 47 44.16126(N)    092 33 45.37103(W) AD(       ) 1
 BK1172  NAD 27      -  30 47 43.45670(N)    092 33 44.87041(W) AD(       ) 1
 BK1172  NGVD 29 (??/??/??)   32.865  (m)          107.82   (f) ADJUSTED    2 0
 BK1172
 BK1172.Superseded values are not recommended for survey control.
 BK1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1172.See file dsdata.txt to determine how the superseded data were derived.
 BK1172
 BK1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4184507031(NAD 83)
 BK1172_MARKER: DS = TRIANGULATION STATION DISK
 BK1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1172_STAMPING: BEAVER 1934
 BK1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1172+STABILITY: SURFACE MOTION
 BK1172
 BK1172  HISTORY     - Date     Condition        Report By
 BK1172  HISTORY     - 1934     MONUMENTED       CGS
 BK1172  HISTORY     - 1935     GOOD             CGS
 BK1172  HISTORY     - 1936     GOOD             LAGS
 BK1172  HISTORY     - 1958     GOOD             CGS
 BK1172  HISTORY     - 1961     GOOD             CGS
 BK1172
 BK1172                          STATION DESCRIPTION
 BK1172
 BK1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK1172'STATION IS LOCATED ABOUT 13 MILES NW OF MAMOU, 8 MILES W OF
 BK1172'PINE PRAIRIE.  6 MILES E OF OAKDALE, IN NW 1/4 SEC. 15, T 3 S,
 BK1172'R 2 W.  ON LAND OWNED BY A MAN NAMED THOMPSON.  MARK IS SET
 BK1172'IN A CLEARED FIELD BETWEEN TWO WOODED AREAS, 44 N OF CENTER
 BK1172'LINE OF NEW GRADED DIRT ROAD, 73 FEET N OF E-W BOARD FENCE ON
 BK1172'OPPOSITE SIDE OF ROAD.
 BK1172'
 BK1172'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK1172'BRONZE DISKS SET IN CONCRETE.
 BK1172'
 BK1172'REFERENCE MARK NO. 1 IS 81.685 METERS (268.01 FEET) E OF
 BK1172'STATION, 38 FEET N OF NEW GRADED ROAD, 66.5 FEET N OF E-W
 BK1172'BOARD FENCE.  MARK PROJECTS ABOUT 10 INCHES.
 BK1172'
 BK1172'REFERENCE MARK NO. 2 IS 74.155 METERS (243.30 FEET) N OF
 BK1172'STATION ON SMALL MOUND IN CLEARED FIELD.  MARK IS SET FLUSH
 BK1172'WITH THE GROUND.
 BK1172'
 BK1172'AZIMUTH MARK IS 0.12 MILE E OF STATION ON OPPOSITE SIDE
 BK1172'OF NEW GRADED ROAD, 25 FEET S OF CENTER LINE OF ROAD AND SET
 BK1172'IN CORNER OF JUNCTION OF WIRE AND BOARD FENCE LINES.
 BK1172'
 BK1172'TO REACH FROM OAKLAND, GO E ON STATE HIGHWAY 22 FROM GULF
 BK1172'FILLING STATION FOR 5.9 MILES TO NEW GRADED ROAD ON LEFT AND
 BK1172'GREY FRAME CHURCH, THIS IS PINE PRAIRIE ROAD, FOLLOW THIS N
 BK1172'AND E FOR 0.6 MILE TO STATION ON LEFT SIDE OF ROAD.
 BK1172'
 BK1172'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK1172
 BK1172                          STATION RECOVERY (1935)
 BK1172
 BK1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK1172'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 BK1172'
 BK1172'THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.12
 BK1172'FOOT.
 BK1172'
 BK1172'THE STATION IS LOCATED ABOUT 6 MILES E OF OAKDALE, ABOUT
 BK1172'14 MILES NW OF MAMOU, IN THE NW 1/4 SEC. 15, T 3 S, R 2 W.
 BK1172'THE STATION MARK IS ON A SMALL MOUND IN A CLEARED FIELD, WITH
 BK1172'WOODLAND TO THE E AND W.  44 FEET N OF CENTER LINE OF DIRT
 BK1172'ROAD.  73 FEET N OF BOARD FENCE, AT N EDGE OF CULTIVATED FIELD
 BK1172'ACROSS ROAD FROM STATION.  THE MARK PROJECTS 4 INCHES.
 BK1172'
 BK1172'REFERENCE MARK NO. 1 IS E OF THE STATION, 66.5 FEET N OF E
 BK1172'AND W BOARD FENCE, 38 FEET N OF CENTER LINE OF DIRT ROAD.
 BK1172'THE MARK PROJECTS 10 INCHES.
 BK1172'
 BK1172'REFERENCE MARK NO. 2 IS N OF THE STATION ON A SMALL MOUND.
 BK1172'THE MARK IS FLUSH WITH THE GROUND.
 BK1172'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 376.62
 BK1172'FEET.
 BK1172'
 BK1172'THE AZIMUTH MARK IS E OF THE STATION ON OPPOSITE (S) SIDE OF
 BK1172'DIRT ROAD.  3 FEET S OF CORNER OF WERE FENCE.  5 FEET N OF
 BK1172'JUNCTION OF WIRE AND BOARD FENCE.  25 FEET S OF CENTER LINE
 BK1172'OF DIRT ROAD.  THE MARK PROJECTS 6 INCHES.
 BK1172'
 BK1172'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 165 AND STATE
 BK1172'HIGHWAY 22 IN OAKDALE, GO E AND S ON STATE HIGHWAY 22, 6.15
 BK1172'MILES TO DIRT ROAD LEADING E AT A SMALL GRAY SHEET IRON CHURCH,
 BK1172'AND JUST E OF A SMALL FILLING STATION AT BEAVER.  FOLLOW THIS
 BK1172'ROAD E 0.6 MILE TO TOP OF GRADE AND STATION ON N.
 BK1172'
 BK1172'A 126-FOOT SIGNAL AT OAKDALE 1934 IS VISIBLE AT 90 FEET.
 BK1172'
 BK1172'A 126-FOOT SIGNAL AT NEZPIQUE 1934 IS VISIBLE AT 85 FEET.
 BK1172'
 BK1172'A 136-FOOT SIGNAL AT RICHEY IS VISIBLE AT 116 FEET.
 BK1172
 BK1172                          STATION RECOVERY (1936)
 BK1172
 BK1172'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK1172'RECOVERED AS DESCRIBED.
 BK1172
 BK1172                          STATION RECOVERY (1958)
 BK1172
 BK1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK1172'THE STATION WAS VISITED 6-3-58 AND ALL MARKS WERE FOUND IN
 BK1172'GOOD CONDITION, THE AZIMUTH MARK AND REFERENCE MARK NO. 1
 BK1172'WERE MOVED AT THIS DATE DUE TO THE REQUEST OF THE LOUISIANA
 BK1172'STATE HIGHWAY DEPARTMENT.  THE AZIMUTH MARK WAS MOVED 0.15
 BK1172'MILE EAST OF ITS ORIGINAL LOCATION.  REFERENCE MARK NO. 3
 BK1172'WAS ESTABLISHED AT THIS DATE AFTER WHICH REFERENCE MARK NO.
 BK1172'1 WAS DESTROYED.  THE DISKS FOR BOTH THE REFERENCE MARK AND
 BK1172'THE AZIMUTH MARK WERE RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 BK1172'
 BK1172'THE STATION IS LOCATED ABOUT 6 MILES EAST OF OAKDALE AND 8 MILES
 BK1172'WEST OF GRAND PRAIRIE AND 0.6 MILE EAST OF THE BEAVER CREEK
 BK1172'BAPTIST CHURCH, ON THE RIGHT-OF-WAY OF STATE ROUTE NO. 106,
 BK1172'IN THE NORTHEAST QUARTER SECTION 15, T 3S., R 2 W., ON THE
 BK1172'PROPERTY OWNED BY MR. THOMPSON.  IT IS 49 FEET NORTH OF THE
 BK1172'CENTERLINE OF STATE ROUTE 106, 146 FEET EAST-SOUTHEAST OF A
 BK1172'TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS A
 BK1172'STANDARD DISK, STAMPED BEAVER 1934, PROJECTING 4 INCHES.
 BK1172'
 BK1172'REFERENCE MARK NO. 2 IS 267.96 FEET NORTH OF THE STATION,
 BK1172'293 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN A SMALL
 BK1172'CLEARING IN A SPARSELY COVERED AREA OF PINE TREES.  IT IS A
 BK1172'STANDARD DISK, STAMPED BEAVER NO 2 1934, PROJECTING 6 INCHES.
 BK1172'
 BK1172'REFERENCE MARK NO. 3 IS 99.51 FEET EAST OF THE STATION, 50
 BK1172'FEET NORTH OF THE CENTERLINE OF THE ROAD, 50 FEET SOUTHWEST
 BK1172'OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE LINE.  IT
 BK1172'IS A STANDARD DISK, STAMPED BEAVER NO 3 1934, PROJECTING 6 INCHES.
 BK1172'
 BK1172'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 266.54
 BK1172'FEET.
 BK1172'
 BK1172'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 50 FEET
 BK1172'SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET EAST OF THE
 BK1172'NORTHEAST FENCE CORNER OF A PASTURE, AND 155 FEET WEST OF
 BK1172'THE CENTER OF A DRIVEWAY LEADING SOUTH TO A FARMHOUSE.  IT
 BK1172'IS A STANDARD DISK, STAMPED BEAVER 1934 RESET 1958, PROJECTING
 BK1172'6 INCHES.
 BK1172'
 BK1172'TO REACH THE STATION FROM THE POST OFFICE IN OAKDALE GO EAST
 BK1172'ON STATE HIGHWAY NO. 10 FOR 5.9 MILES TO A FORK AND THE BEAVER
 BK1172'CREEK BAPTIST CHURCH ON THE LEFT.  TAKE LEFT FORK AND GO
 BK1172'EAST ON STATE ROUTE NO. 106 FOR 0.6 MILE TO A SMALL KNOLL
 BK1172'AND THE STATION ON THE LEFT.  CONTINUE EAST FOR 0.25 MILE
 BK1172'TO THE AZIMUTH MARK ON THE RIGHT.
 BK1172
 BK1172                          STATION RECOVERY (1961)
 BK1172
 BK1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 BK1172'6.75 MI SE FROM OAKDALE.
 BK1172'ABOUT 6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1172'PACIFIC RAILROAD STATION AT OAKDALE, THENCE 0.6 MILE EAST ALONG STATE
 BK1172'HIGHWAY 106, IN SECTION 15, T 3 S, R 2 W, ON THE CREST OF A KNOLL, 0.1
 BK1172'MILE EAST OF A PRIVATE DRIVEWAY, 47 FEET NORTH OF THE CENTER LINE OF
 BK1172'THE HIGHWAY, 175 FEET EAST OF A POWER POLE, 243.3 FEET SOUTH OF BEAVER
 BK1172'R. M. 2, 99 FEET WEST OF BEAVER R. M. 3, 1.0 FOOT NORTH OF A METAL
 BK1172'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BK1172'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4741 ***********************************************************************
 BJ4741  DESIGNATION -  BEAVER
 BJ4741  PID         -  BJ4741
 BJ4741  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4741  USGS QUAD   -  COMITE (1996)
 BJ4741
 BJ4741                         *CURRENT SURVEY CONTROL
 BJ4741  ___________________________________________________________________
 BJ4741* NAD 83(1992)-  30 32 34.02810(N)    091 01 06.04616(W)     ADJUSTED  
 BJ4741* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 BJ4741  ___________________________________________________________________
 BJ4741  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4741  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4741
 BJ4741  HORZ ORDER  -  SECOND
 BJ4741
 BJ4741.The horizontal coordinates were established by classical geodetic methods
 BJ4741.and adjusted by the National Geodetic Survey in January 1993..
 BJ4741
 BJ4741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4741
 BJ4741.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4741
 BJ4741.The geoid height was determined by GEOID03.
 BJ4741
 BJ4741;                    North         East     Units Scale Factor Converg.
 BJ4741;SPC LA S     -   226,475.978 1,030,224.253   MT  0.99997033   +0 09 27.0
 BJ4741;SPC LA S     -   743,029.94  3,379,994.07   sFT  0.99997033   +0 09 27.0
 BJ4741;UTM  15      - 3,380,603.878   690,095.728   MT  1.00004581   +1 00 26.4
 BJ4741
 BJ4741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4741!SPC LA S     -   1.00000144  x   0.99997033  =   0.99997177
 BJ4741!UTM  15      -   1.00000144  x   1.00004581  =   1.00004725
 BJ4741
 BJ4741:                Primary Azimuth Mark                     Grid Az
 BJ4741:SPC LA S     -  BEAVER AZ MK                             096 06 20.0
 BJ4741:UTM  15      -  BEAVER AZ MK                             095 15 20.6
 BJ4741
 BJ4741|---------------------------------------------------------------------|
 BJ4741| PID    Reference Object                     Distance      Geod. Az  |
 BJ4741|                                                           dddmmss.s |
 BJ4741| CV9637 BEAVER AZ MK                                       0961547.0 |
 BJ4741| BJ4740 BEAVER LDH 1970 RM 1                  9.150 METERS 10352     |
 BJ4741| CV9639 BEAVER RM 2                          12.253 METERS 27826     |
 BJ4741| CV9638 BEAVER AZ MK 2                                     2802354.6 |
 BJ4741|---------------------------------------------------------------------|
 BJ4741
 BJ4741                          SUPERSEDED SURVEY CONTROL
 BJ4741
 BJ4741  NAD 83(1986)-  30 32 34.04576(N)    091 01 06.04364(W) AD(       ) 2
 BJ4741  NAD 27      -  30 32 33.36924(N)    091 01 05.67155(W) AD(       ) 2
 BJ4741  NGVD 29 (07/19/86)   18.0    (m)           59.     (f) VERT ANG       
 BJ4741
 BJ4741.Superseded values are not recommended for survey control.
 BJ4741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4741.See file dsdata.txt to determine how the superseded data were derived.
 BJ4741
 BJ4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9009680604(NAD 83)
 BJ4741_MARKER: DD = SURVEY DISK
 BJ4741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4741
 BJ4741  HISTORY     - Date     Condition        Report By
 BJ4741  HISTORY     - 1970     MONUMENTED       LADH
 BJ4741
 BJ4741                          STATION DESCRIPTION
 BJ4741
 BJ4741'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4741'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF CENTRAL, 5 MILES
 BJ4741'NORTHWEST OF DENHAM SPRINGS, AND 12 MILES NORTHEAST OF DOWNTOWN
 BJ4741'BATON ROUGE IN THE NORTHWEST QUARTER OF SECTION 67, T6S-R2E, AND ON
 BJ4741'THE PROPERTY OF THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4741'
 BJ4741'TO REACH THE STATION FROM THE CENTRAL HIGH SCHOOL, DRIVE SOUTH ALONG
 BJ4741'STATE HIGHWAY 3034 FOR 0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BJ4741'3035, THEN CONTINUE ON STATE HIGHWAY 3034 LEFT AND EAST FOR 0.65
 BJ4741'MILE TO THE STATION WHICH IS ON THE RIGHT AND SOUTH OF THE HIGHWAY
 BJ4741'NEAR A FENCE.
 BJ4741'
 BJ4741'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG STATE
 BJ4741'HIGHWAY 3034 FOR 0.25 MILE TO THE MARK WHICH IS ON THE LEFT AND
 BJ4741'NORTH OF THE HIGHWAY NEAR A FENCE.
 BJ4741'
 BJ4741'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE WEST ALONG STATE
 BJ4741'HIGH- WAY 3034 FOR 0.2 MILE TO THE MARK WHICH IS ON THE RIGHT AND
 BJ4741'NORTH OF THE HIGHWAY NEAR A GRAVEL DRIVEWAY.
 BJ4741'
 BJ4741'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4741'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4741'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4741'BEAVER 1970.  IT IS 127 FEET EAST OF A POWER POLE, 38 FEET SOUTH OF
 BJ4741'THE CENTER OF STATE HIGHWAY 3034, 5 FEET NORTH OF A FENCE AND 2
 BJ4741'FEET NORTH OF A METAL WITNESS POST.
 BJ4741'
 BJ4741'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4741'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4741'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4741'BEAVER RM 1 1970.  IT IS 158 FEET EAST OF A POWER POLE, 41 FEET
 BJ4741'SOUTH OF THE CENTER OF STATE HIGHWAY 3034, 28 FEET EAST OF THE
 BJ4741'METAL WITNESS POST AT THE STATION AND 2 FEET NORTH OF A FENCE.
 BJ4741'
 BJ4741'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4741'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4741'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4741'BEAVER RM 2 1970.  IT IS 88 FEET EAST OF A POWER POLE, 38 FEET
 BJ4741'SOUTH OF THE CENTER OF STATE HIGHWAY 3034, 40 FEET WEST OF THE METAL
 BJ4741'WITNESS POST AT THE STATION, AND 5 FEET NORTH OF A FENCE.
 BJ4741'
 BJ4741'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4741'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4741'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4741'BEAVER AZ MK 1970.  IT IS 37 FEET EAST OF THE CENTER OF A FIELD
 BJ4741'ROAD, 30 FEET SOUTH-SOUTHEAST OF A 30 INCH WATER OAK TREE, 29
 BJ4741'FEET NORTH OF THE CENTER OF STATE HIGHWAY 3034, 9 FEET SOUTH OF
 BJ4741'A FENCE AND 3 FEET SOUTH OF A METAL WITNESS POST.
 BJ4741'
 BJ4741'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4741'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4741'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4741'STAMPED BEAVER AZ MK 2 1970.  IT IS 45 FEET WEST OF A GAS METER, 35
 BJ4741'FEET NORTH OF THE CENTER OF STATE HIGHWAY 3034, 19 FEET WEST OF THE
 BJ4741'CENTER OF A GRAVEL DRIVEWAY, 8 FEET NORTHWEST OF THE WEST END OF A
 BJ4741'CONCRETE CULVERT, 4 FEET SOUTHEAST OF A TELEPHONE JUNCTION BOX, 3
 BJ4741'FEET SOUTH OF A POWER POLE AND 2 FEET SOUTH OF A METAL WITNESS
 BJ4741'POST.
 BJ4741'
 BJ4741'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2957 ***********************************************************************
 BX2957  DESIGNATION -  BEAVER
 BX2957  PID         -  BX2957
 BX2957  STATE/COUNTY-  LA/SABINE
 BX2957  USGS QUAD   -  TORO (1985)
 BX2957
 BX2957                         *CURRENT SURVEY CONTROL
 BX2957  ___________________________________________________________________
 BX2957* NAD 83(1992)-  31 20 06.78846(N)    093 34 24.39824(W)     ADJUSTED  
 BX2957* NAVD 88     -        87.7    (meters)     288.     (feet)  VERTCON   
 BX2957  ___________________________________________________________________
 BX2957  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 BX2957  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BX2957
 BX2957  HORZ ORDER  -  FIRST
 BX2957
 BX2957.The horizontal coordinates were established by classical geodetic methods
 BX2957.and adjusted by the National Geodetic Survey in February 1996..
 BX2957
 BX2957.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2957
 BX2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2957
 BX2957.The geoid height was determined by GEOID03.
 BX2957
 BX2957;                    North         East     Units Scale Factor Converg.
 BX2957;SPC LA N     -    93,111.942   897,847.040   MT  0.99996606   -0 34 03.1
 BX2957;SPC LA N     -   305,484.76  2,945,686.50   sFT  0.99996606   -0 34 03.1
 BX2957;SPC TX C     - 3,204,507.788 1,342,867.801   MT  0.99989865   +3 28 54.3
 BX2957;SPC TX C     -10,513,455.97  4,405,725.44   sFT  0.99989865   +3 28 54.3
 BX2957;UTM  15      - 3,466,895.559   445,447.582   MT  0.99963671   -0 17 53.6
 BX2957
 BX2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2957!SPC LA N     -   0.99999049  x   0.99996606  =   0.99995655
 BX2957!SPC TX C     -   0.99999049  x   0.99989865  =   0.99988914
 BX2957!UTM  15      -   0.99999049  x   0.99963671  =   0.99962721
 BX2957
 BX2957:                Primary Azimuth Mark                     Grid Az
 BX2957:SPC LA N     -  BEAVER AZ MK                             101 15 13.7
 BX2957:SPC TX C     -  BEAVER AZ MK                             097 12 16.3
 BX2957:UTM  15      -  BEAVER AZ MK                             100 59 04.2
 BX2957
 BX2957|---------------------------------------------------------------------|
 BX2957| PID    Reference Object                     Distance      Geod. Az  |
 BX2957|                                                           dddmmss.s |
 BX2957| CV8060 BEAVER AZ MK                                       1004110.6 |
 BX2957| CV8061 BEAVER RM 1                          24.104 METERS 15034     |
 BX2957| CV8062 BEAVER RM 2                          39.962 METERS 29943     |
 BX2957|---------------------------------------------------------------------|
 BX2957
 BX2957                          SUPERSEDED SURVEY CONTROL
 BX2957
 BX2957  NAD 83(1992)-  31 20 06.79078(N)    093 34 24.39800(W) AD(       ) 1
 BX2957  NAD 83(1986)-  31 20 06.79617(N)    093 34 24.39304(W) AD(       ) 1
 BX2957  NAD 27      -  31 20 06.13765(N)    093 34 23.75720(W) AD(       ) 1
 BX2957  NGVD 29 (07/19/86)   87.8    (m)          288.     (f) VERT ANG       
 BX2957
 BX2957.Superseded values are not recommended for survey control.
 BX2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2957.See file dsdata.txt to determine how the superseded data were derived.
 BX2957
 BX2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4544866896(NAD 83)
 BX2957_MARKER: DS = TRIANGULATION STATION DISK
 BX2957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2957_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2957
 BX2957  HISTORY     - Date     Condition        Report By
 BX2957  HISTORY     - 1971     MONUMENTED       NGS
 BX2957
 BX2957                          STATION DESCRIPTION
 BX2957
 BX2957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2957'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO PLANTED YOUNG TREES.
 BX2957'
 BX2957'THE STATION IS LOCATED ON A LOW CLAY HILL THAT IS IN A SMALL CLEARING
 BX2957'IN BACK OF A SMALL CAMP HOUSE, ABOUT 11 MILES NORTH OF TOLEDO, 10
 BX2957'MILES WEST OF HORNBECK, 10 MILES SOUTHWEST OF FLORIEN, 9 MILES
 BX2957'SOUTH OF NEGREET, 1 MILE EAST OF THE EAST EDGE OF TOLEDO BEND LAKE.
 BX2957'IT IS IN THE NORTHWEST CORNER OF SECTION 14, T 4 N, R 12 W.  IT IN
 BX2957'ON LAND OWNED BY MR. H. M. THEILER, 3120 ALBEMARLE, PASADENA,
 BX2957'TEXAS.  PHONE NUMBER GR 2-1681.
 BX2957'
 BX2957'TO REACH FROM THE POST OFFICE IN FLORIEN, GO WEST ON STATE HIGHWAY
 BX2957'474 FOR 0.7 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH AND
 BX2957'SOUTH-WEST ON PAVED ROAD FOR 5.25 MILES TO WHERE YOU PASS UNDER
 BX2957'A LARGE POWER TRANSMISSION LINE.  CONTINUE WESTERLY ON PAVED
 BX2957'ROAD FOR 6 MILES TO THE END OF PAVED ROAD AND A REVERSE FORK RIGHT.
 BX2957'TURN RIGHT AND GO NORTHERLY ON A GRADED ROAD FOR 0.8 MILE TO A
 BX2957'GRADED ROAD LEFT AND A DUMPING PIT ON THE RIGHT.  TURN LEFT AND GO
 BX2957'SOUTHWESTERLY ON GRADED ROAD FOR 0.45 MILE TO A DRIVEWAY ON THE
 BX2957'LEFT, CONTINUE SOUTHERLY ON GRADED ROAD FOR 0.15 MILE TO A
 BX2957'DRIVEWAY ON THE RIGHT.  TURN RIGHT IN DRIVEWAY AND PASS TO THE
 BX2957'NORTH SIDE OF HOUSE FOLLOWING FIELD ROAD SOUTHWEST FOR 0.05 MILE TO
 BX2957'STATION AT THE NORTHWEST CORNER OF YARD FENCE, AS DESCRIBED.
 BX2957'
 BX2957'TO REACH AZIMUTH MARK FROM THE STATION GO NORTHERLY ON GRADED ROAD
 BX2957'FOR 0.15 MILE TO THE ABOVED MENTIONED DRIVEWAY AND THE AZIMUTH MARK
 BX2957'IS AT THE SOUTHEAST CORNER OF BARN.  (THIS IS ABOUT 0.1 MILE EAST OF
 BX2957'THE GRADED ROAD, SHOULD BE PACKED TO).
 BX2957'
 BX2957'STATION MARKS ARE STANDARD DISK STAMPED BEAVER 1971.  THE SURFACE
 BX2957'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2957'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 80 FEET
 BX2957'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 30 FEET SOUTH-SOUTHEAST
 BX2957'OF 18 INCH PINE TREE AND 14 FEET NORTHWEST OF A FENCE CORNER.
 BX2957'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2957'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2957'
 BX2957'REFERENCE MARK 1, A STANDARD DISK STAMPED BEAVER NO 1 1971, IS SET
 BX2957'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2957'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 55.3 FEET SOUTHWEST OF
 BX2957'THE NORTH-WEST CORNER OF HOUSE, 66 FEET SOUTH-SOUTHWEST OF A FENCE
 BX2957'CORNER AND 20.5 FEET NORTHWEST OF A FENCE CORNER.
 BX2957'
 BX2957'REFERENCE MARK 2, A STANDARD DISK STAMPED BEAVER NO 2 1971, IS SET IN
 BX2957'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BX2957'INCHES ABOVE THE GROUND SURFACE.  IT IS 13 FEET EAST OF A 20 INCH
 BX2957'PINE TREE AND 4 FEET SOUTHWEST OF A 24 INCH PINE TREE.
 BX2957'
 BX2957'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEAVER 1971, IS SET IN
 BX2957'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX2957'INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET SOUTHEAST OF THE
 BX2957'SOUTHEAST CORNER OF BARN, 11 FEET NORTH OF A GARDEN FENCE CORNER
 BX2957'AND 2.2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BX2957'
 BX2957'NEAREST TOWN--9 MILES S OF NEGREET.
 BX2957'
 BX2957'HEIGHT OF LIGHT ABOVE STATION MARK 33.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1174 ***********************************************************************
 BK1174  DESIGNATION -  BEAVER RM 2
 BK1174  PID         -  BK1174
 BK1174  STATE/COUNTY-  LA/EVANGELINE
 BK1174  USGS QUAD   -  BEAVER (1968)
 BK1174
 BK1174                         *CURRENT SURVEY CONTROL
 BK1174  ___________________________________________________________________
 BK1174* NAD 83(1986)-  30 47 44.     (N)    092 33 45.     (W)     SCALED    
 BK1174* NAVD 88     -        31.90   (+/-2cm)     104.7    (feet)  VERTCON   
 BK1174  ___________________________________________________________________
 BK1174  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1174
 BK1174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1174
 BK1174.The horizontal coordinates were scaled from a topographic map and have
 BK1174.an estimated accuracy of +/- 6 seconds.
 BK1174
 BK1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1174.The vertical order pertains to the NGVD 29 superseded value.
 BK1174
 BK1174.The geoid height was determined by GEOID03.
 BK1174
 BK1174;                    North         East    Units  Estimated Accuracy
 BK1174;SPC LA S     -   255,090.      882,360.      MT  (+/- 180 meters Scaled)
 BK1174
 BK1174                          SUPERSEDED SURVEY CONTROL
 BK1174
 BK1174  NGVD 29 (??/??/??)   31.869  (m)          104.56   (f) ADJUSTED    2 0
 BK1174
 BK1174.Superseded values are not recommended for survey control.
 BK1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1174.See file dsdata.txt to determine how the superseded data were derived.
 BK1174
 BK1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ418070(NAD 83)
 BK1174_MARKER: DR = REFERENCE MARK DISK
 BK1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1174_STAMPING: BEAVER NO. 2 1934
 BK1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1174+STABILITY: SURFACE MOTION
 BK1174
 BK1174  HISTORY     - Date     Condition        Report By
 BK1174  HISTORY     - 1934     MONUMENTED       CGS
 BK1174  HISTORY     - 1961     GOOD             CGS
 BK1174
 BK1174                          STATION DESCRIPTION
 BK1174
 BK1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1174'6.75 MI SE FROM OAKDALE.
 BK1174'ABOUT 6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1174'PACIFIC RAILROAD STATION AT OAKDALE, THENCE 0.6 MILE EAST ALONG STATE
 BK1174'HIGHWAY 106, IN SECTION 15, T 3 S, R 2 W, 290 1/2 FEET NORTH OF THE
 BK1174'CENTER LINE OF THE HIGHWAY, 243.3 FEET NORTH OF BEAVER 1934, ABOUT 3
 BK1174'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BK1174'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1173 ***********************************************************************
 BK1173  DESIGNATION -  BEAVER RM 3
 BK1173  PID         -  BK1173
 BK1173  STATE/COUNTY-  LA/EVANGELINE
 BK1173  USGS QUAD   -  BEAVER (1968)
 BK1173
 BK1173                         *CURRENT SURVEY CONTROL
 BK1173  ___________________________________________________________________
 BK1173* NAD 83(1986)-  30 47 44.     (N)    092 33 45.     (W)     SCALED    
 BK1173* NAVD 88     -        32.11   (+/-2cm)     105.3    (feet)  VERTCON   
 BK1173  ___________________________________________________________________
 BK1173  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1173
 BK1173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1173
 BK1173.The horizontal coordinates were scaled from a topographic map and have
 BK1173.an estimated accuracy of +/- 6 seconds.
 BK1173
 BK1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1173.The vertical order pertains to the NGVD 29 superseded value.
 BK1173
 BK1173.The geoid height was determined by GEOID03.
 BK1173
 BK1173;                    North         East    Units  Estimated Accuracy
 BK1173;SPC LA S     -   255,090.      882,360.      MT  (+/- 180 meters Scaled)
 BK1173
 BK1173                          SUPERSEDED SURVEY CONTROL
 BK1173
 BK1173  NGVD 29 (??/??/??)   32.075  (m)          105.23   (f) ADJUSTED    2 0
 BK1173
 BK1173.Superseded values are not recommended for survey control.
 BK1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1173.See file dsdata.txt to determine how the superseded data were derived.
 BK1173
 BK1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ418070(NAD 83)
 BK1173_MARKER: DR = REFERENCE MARK DISK
 BK1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1173_STAMPING: BEAVER NO. 3 1934
 BK1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1173+STABILITY: SURFACE MOTION
 BK1173
 BK1173  HISTORY     - Date     Condition        Report By
 BK1173  HISTORY     - 1958     MONUMENTED       CGS
 BK1173  HISTORY     - 1961     GOOD             CGS
 BK1173
 BK1173                          STATION DESCRIPTION
 BK1173
 BK1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1173'6.75 MI SE FROM OAKDALE.
 BK1173'ABOUT 6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1173'PACIFIC RAILROAD STATION AT OAKDALE, THENCE 0.6 MILE EAST ALONG STATE
 BK1173'HIGHWAY 106, IN SECTION 15, T 3 S, R 2 W, 49 FEET NORTH OF THE CENTER
 BK1173'LINE OF THE HIGHWAY, 124 FEET WEST OF A POWER POLE, 99 FEET EAST OF
 BK1173'BEAVER 1934, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BK1173'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3273 ***********************************************************************
 BJ3273  DESIGNATION -  BEDICO
 BJ3273  PID         -  BJ3273
 BJ3273  STATE/COUNTY-  LA/ST TAMMANY
 BJ3273  USGS QUAD   -  MADISONVILLE (1979)
 BJ3273
 BJ3273                         *CURRENT SURVEY CONTROL
 BJ3273  ___________________________________________________________________
 BJ3273* NAD 83(1986)-  30 27 59.     (N)    090 11 50.     (W)     SCALED    
 BJ3273* NAVD 88     -         7.285  (meters)      23.90   (feet)  ADJUSTED  
 BJ3273  ___________________________________________________________________
 BJ3273  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ3273  DYNAMIC HT  -           7.276 (meters)      23.87  (feet)  COMP
 BJ3273  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BJ3273
 BJ3273  VERT ORDER  -  SECOND    CLASS I
 BJ3273
 BJ3273.The horizontal coordinates were scaled from a topographic map and have
 BJ3273.an estimated accuracy of +/- 6 seconds.
 BJ3273
 BJ3273.The orthometric height was determined by differential leveling
 BJ3273.and adjusted by the National Geodetic Survey in February 1994..
 BJ3273
 BJ3273.The geoid height was determined by GEOID03.
 BJ3273
 BJ3273.The dynamic height is computed by dividing the NAVD 88
 BJ3273.geopotential number by the normal gravity value computed on the
 BJ3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3273.degrees latitude (g = 980.6199 gals.).
 BJ3273
 BJ3273.The modeled gravity was interpolated from observed gravity values.
 BJ3273
 BJ3273;                    North         East    Units  Estimated Accuracy
 BJ3273;SPC LA S     -   218,510.    1,109,100.      MT  (+/- 180 meters Scaled)
 BJ3273
 BJ3273                          SUPERSEDED SURVEY CONTROL
 BJ3273
 BJ3273.No superseded survey control is available for this station.
 BJ3273
 BJ3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP691738(NAD 83)
 BJ3273_MARKER: DS = TRIANGULATION STATION DISK
 BJ3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3273_SP_SET: CONCRETE POST
 BJ3273_STAMPING: BEDICO 1970
 BJ3273_MARK LOGO: CGS   
 BJ3273_PROJECTION: FLUSH
 BJ3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3273+STABILITY: SURFACE MOTION
 BJ3273
 BJ3273  HISTORY     - Date     Condition        Report By
 BJ3273  HISTORY     - 1970     MONUMENTED       NGS
 BJ3273  HISTORY     - 1982     GOOD             LADTD
 BJ3273
 BJ3273                          STATION DESCRIPTION
 BJ3273
 BJ3273'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3273'9.8 KM (6.1 MI) WEST FROM COVINGTON.
 BJ3273'FROM THE JUNCTION OF LA 1077 AND LA 1085 SOUTHWEST OF COVINGTON, GO
 BJ3273'WEST ALONG LA 1085 1.45 KM (0.9 MILE) TO THE MARKER ON THE LEFT, 14.6
 BJ3273'METERS (42 FEET) SOUTHEAST OF CENTERLINE OF LA 1085, 8.1 METERS (26.5
 BJ3273'FEET) NORTHEAST OF THE ONE OF TWO LDH RIGHT-OF-WAY MARKERS, 36.9
 BJ3273'METERS (121 FEET) SOUTH-SOUTHEAST OF A POWERLINE POLE.
 BJ3273'THE MARK IS 1.83 METERS  W FROM A WITNESS POST.
 BJ3273'THE MARK IS 0.15 M BELOW LA 1085.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4230 ***********************************************************************
 BJ4230  DESIGNATION -  BEDICO
 BJ4230  PID         -  BJ4230
 BJ4230  STATE/COUNTY-  LA/ST TAMMANY
 BJ4230  USGS QUAD   -  MADISONVILLE (1979)
 BJ4230
 BJ4230                         *CURRENT SURVEY CONTROL
 BJ4230  ___________________________________________________________________
 BJ4230* NAD 83(1992)-  30 27 58.36666(N)    090 11 49.83309(W)     ADJUSTED  
 BJ4230* NAVD 88     -         7.24   (+/-2cm)      23.8    (feet)  VERTCON   
 BJ4230  ___________________________________________________________________
 BJ4230  X           -     -18,935.114 (meters)                     COMP
 BJ4230  Y           -  -5,502,183.939 (meters)                     COMP
 BJ4230  Z           -   3,215,016.644 (meters)                     COMP
 BJ4230  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4230  ELLIP HEIGHT-         -19.68  (meters)          (01/02/04) GPS OBS
 BJ4230  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ4230
 BJ4230  HORZ ORDER  -  FIRST
 BJ4230  VERT ORDER  -  THIRD ? (See Below)
 BJ4230  ELLP ORDER  -  FOURTH    CLASS II
 BJ4230
 BJ4230.The horizontal coordinates were established by classical geodetic methods
 BJ4230.and adjusted by the National Geodetic Survey in January 1993..
 BJ4230
 BJ4230.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4230.The vertical order pertains to the NGVD 29 superseded value.
 BJ4230
 BJ4230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4230
 BJ4230.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4230
 BJ4230.The ellipsoidal height was determined by GPS observations
 BJ4230.and is referenced to NAD 83.
 BJ4230
 BJ4230.The geoid height was determined by GEOID03.
 BJ4230
 BJ4230;                    North         East     Units Scale Factor Converg.
 BJ4230;SPC LA S     -   218,486.702 1,109,101.274   MT  0.99995862   +0 34 05.1
 BJ4230;SPC LA S     -   716,818.45  3,638,776.43   sFT  0.99995862   +0 34 05.1
 BJ4230;UTM  15      - 3,373,786.374   769,105.923   MT  1.00049348   +1 25 19.1
 BJ4230
 BJ4230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4230!SPC LA S     -   1.00000309  x   0.99995862  =   0.99996171
 BJ4230!UTM  15      -   1.00000309  x   1.00049348  =   1.00049657
 BJ4230
 BJ4230|---------------------------------------------------------------------|
 BJ4230| PID    Reference Object                     Distance      Geod. Az  |
 BJ4230|                                                           dddmmss.s |
 BJ4230| BJ3272 BEDICO RM 1                          38.270 METERS 05536     |
 BJ4230| BJ4229 COVINGTON RAD STA WARB MAST         APPROX. 6.0 KM 0594024.6 |
 BJ4230| BJ4211 COVINGTON W MUN TANK                APPROX. 8.2 KM 0822534.5 |
 BJ4230| BJ3271 BEDICO AZ MK                        APPROX. 0.8 KM 0834816.8 |
 BJ4230| BJ4210 COVINGTON S BELL MICROWAVE          APPROX. 9.6 KM 0842157.0 |
 BJ4230| BJ4209 MANDEVILLE ST POLICE RAD TWR        APPROX.12.7 KM 1233737.6 |
 BJ4230| BJ4235 52H003                              460.182 METERS 2384328.6 |
 BJ4230| CV9640 BEDICO RM 2                          38.265 METERS 24136     |
 BJ4230| BJ3274 BEDICO RM 3                          38.305 METERS 24136     |
 BJ4230| BJ4173 LORRAINE LOT                        APPROX. 8.9 KM 2995048.2 |
 BJ4230|---------------------------------------------------------------------|
 BJ4230
 BJ4230                          SUPERSEDED SURVEY CONTROL
 BJ4230
 BJ4230  ELLIP H (01/21/93)  -19.60   (m)                       GP(       ) 4 2
 BJ4230  NAD 83(1986)-  30 27 58.38040(N)    090 11 49.83179(W) AD(       ) 1
 BJ4230  NAD 27      -  30 27 57.68710(N)    090 11 49.54120(W) AD(       ) 3
 BJ4230  NGVD 29 (11/20/87)    7.26   (m)           23.8    (f) LEVELING    3  
 BJ4230
 BJ4230.Superseded values are not recommended for survey control.
 BJ4230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4230.See file dsdata.txt to determine how the superseded data were derived.
 BJ4230
 BJ4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6910673786(NAD 83)
 BJ4230_MARKER: DS = TRIANGULATION STATION DISK
 BJ4230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4230_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4230+STABILITY: SURFACE MOTION
 BJ4230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4230+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BJ4230
 BJ4230  HISTORY     - Date     Condition        Report By
 BJ4230  HISTORY     - 1970     MONUMENTED       NGS
 BJ4230  HISTORY     - 1976     GOOD             NGS
 BJ4230  HISTORY     - 1979     GOOD             LADTD
 BJ4230  HISTORY     - 1987     GOOD             NGS
 BJ4230
 BJ4230                          STATION DESCRIPTION
 BJ4230
 BJ4230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4230'THE STATION IS 5-1/2 MILES WEST-SOUTHWEST OF COVINGTON, 5 MILES
 BJ4230'NORTH- NORTHWEST OF MADISONVILLE, IN THE NORTHEAST 1/4 OF THE
 BJ4230'SOUTHEAST 1/4 OF SECTION 4, T.7,S. R. 10 E., AND ON LAND OWNED BY
 BJ4230'MR. ED B. PETERS OF METAIRIE, LOUISIANA.
 BJ4230'
 BJ4230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ4230'HIGHWAY 1077 IN GOODBEE, ABOUT 6 MILES NORTHWEST OF COVINGTON, GO
 BJ4230'SOUTH ON STATE HIGHWAY 1077 FOR 2.70 MILES TO JUNCTION STATE
 BJ4230'HIGHWAY 1085.  TURN RIGHT AND GO WESTERLY ON STATE HIGHWAY 1085 FOR
 BJ4230'0.40 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD WEST ON
 BJ4230'STATE HIGHWAY 1085 FOR 0.50 MILE TO THE STATION MARK ON THE LEFT.
 BJ4230'
 BJ4230'THE STATION MARK IS A STANDARD DISK STAMPED BEDICO 1970, SET IN THE
 BJ4230'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 BJ4230'ABOVE THE SURFACE OF THE GROUND.  IT IS 121 FEET SOUTH-SOUTHEAST OF
 BJ4230'A POWERLINE POLE, 42 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 BJ4230'HIGH- WAY 1085, 26.5 FEET NORTHEAST OF THE NORTH ONE OF TWO
 BJ4230'LOUISIANA DEPARTMENT OF HIGHWAY RIGHT-OF-WAY MARKERS, AND 6
 BJ4230'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND STATION MARK IS
 BJ4230'STAMPED THE SAME AS THE SURFACE MARK AND IS SET IN AN IRREGULAR MASS
 BJ4230'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4230'
 BJ4230'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEDICO NO 1 1970, SET IN
 BJ4230'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 BJ4230'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 93 FEET EAST OF A
 BJ4230'POWERLINE POLE, 34.5 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 BJ4230'HIGHWAY 1085, AND 34.5 FEET SOUTH-SOUTHWEST OF A LOUISIANA DEPARTMENT
 BJ4230'OF HIGHWAYS RIGHT-OF-WAY MARKER.
 BJ4230'
 BJ4230'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEDICO NO 2 1970, SET IN
 BJ4230'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 BJ4230'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 126 FEET SOUTHWEST OF
 BJ4230'A METAL WITNESS POST, 99.5 FEET SOUTHWEST OF THE NORTH ONE OF TWO
 BJ4230'LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT-OF-WAY MARKERS, AND 36
 BJ4230'FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 1085.
 BJ4230'
 BJ4230'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEDICO 1970, SET IN THE
 BJ4230'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ4230'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 36.5 FEET SOUTH OF
 BJ4230'THE CENTER- LINE OF STATE HIGHWAY 1085, 1.7 FEET NORTH OF A METAL
 BJ4230'WITNESS POST, AND 1.5 FEET WEST OF A CORNER FENCE POST.
 BJ4230'
 BJ4230'HEIGHT OF LIGHT STATION MARK 41.7 METERS.
 BJ4230
 BJ4230                          STATION RECOVERY (1976)
 BJ4230
 BJ4230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RJT)
 BJ4230'THE STATION WAS VISITED 11/4/76 AND ALL MARKS EXCEPT RM 2 WERE FOUND
 BJ4230'TO BE IN GOOD CONDITION.  THE DISK HAD BEEN SHEARED OFF OF RM 2,
 BJ4230'ANOTHER DISK WAS POSITIONED IN THE SAME PLACE IN THE MONUMENT.  THE
 BJ4230'RM IS STAMPED BEDICO NO 3 1970 1976.
 BJ4230'
 BJ4230'AIRLINE DISTANCE AND DRIECTOIN FROM NEAREST TOWN--5 MILES NORTH-
 BJ4230'NORTHWEST OF MADISONVILLE.
 BJ4230
 BJ4230                          STATION RECOVERY (1979)
 BJ4230
 BJ4230'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ4230'THE STATION WAS VISITED IN JUNE 1979.  THE STATION MARK, REFERENCE
 BJ4230'MARKS 1 AND 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 BJ4230'1970 DESCRIPTION IS ADEQUATE TO RECOVER THE STATION MARK, RMS 1 AND 3
 BJ4230'AND AZ MK.  THE ANGLES TO THE RMS AND AZ MK CHECKED ADEQUATE TO THE
 BJ4230'1976 DATA.  THE DISTANCE TO THE RMS WERE ALSO ADEQUATE TO THE 76 DATA.
 BJ4230
 BJ4230                          STATION RECOVERY (1987)
 BJ4230
 BJ4230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BJ4230'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ4230'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR
 BJ4230'GPS OBSERVATIONS.
 BJ4230'
 BJ4230'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI)
 BJ4230'WEST-SOUTHWEST OF COVINGTON, 8.1 KM (5 MI) NORTH-NORTHWEST OF
 BJ4230'MADISONVILLE, IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
 BJ4230'SECTION 4, T 7 S, R 10 E.
 BJ4230'OWNERSHIP--MR. ED B. PETERS , METAIRIE LA.
 BJ4230'
 BJ4230'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 12 AND STATE
 BJ4230'HIGHWAY 1077 (EXIT 57), GO NORTH ON HIGHWAY 1077 FOR 1.1 KM (0.7
 BJ4230'MI) TO THE JUNCTION WITH STATE HIGHWAY 1085.  TURN LEFT, WEST ON
 BJ4230'HIGHWAY 1085 FOR 1.5 KM (0.9 MI) TO THE MARK ON THE LEFT.
 BJ4230'
 BJ4230'THE STATION IS A STANDARD NGS DISK
 BJ4230'STAMPED---BEDICO 1970---,
 BJ4230'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ4230'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BJ4230'36.9 METERS (121 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 BJ4230'12.7 METERS (41.5 FT) SOUTHEAST FROM THE CENTER OF THE HIGHWAY,
 BJ4230'8.1 METERS (26.5 FT) NORTHEAST FROM THE NORTH ONE OF TWO
 BJ4230'RIGHT-OF-WAY MARKERS,
 BJ4230'1.8 METERS (6 FT) WEST FROM A METAL WITNESS POST AND
 BJ4230'1.2 METERS (4 FT) SOUTHEAST FROM A BOARD FENCE.
 BJ4230'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ4230'STAMPED---BEDICO 1970---,
 BJ4230'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BJ4230'
 BJ4230'DESCRIBED BY STANLEY L. CRAIN, TYPED BY DEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3271 ***********************************************************************
 BJ3271  DESIGNATION -  BEDICO AZ MK
 BJ3271  PID         -  BJ3271
 BJ3271  STATE/COUNTY-  LA/ST TAMMANY
 BJ3271  USGS QUAD   -  MADISONVILLE (1979)
 BJ3271
 BJ3271                         *CURRENT SURVEY CONTROL
 BJ3271  ___________________________________________________________________
 BJ3271* NAD 83(1992)-  30 28 01.06121(N)    090 11 21.16820(W)     ADJUSTED  
 BJ3271* NAVD 88     -         7.322  (meters)      24.02   (feet)  ADJUSTED  
 BJ3271  ___________________________________________________________________
 BJ3271  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BJ3271  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ3271  DYNAMIC HT  -           7.313 (meters)      23.99  (feet)  COMP
 BJ3271  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BJ3271
 BJ3271  HORZ ORDER  -  SECOND
 BJ3271  VERT ORDER  -  SECOND    CLASS I
 BJ3271
 BJ3271.The horizontal coordinates were established by classical geodetic methods
 BJ3271.and adjusted by the National Geodetic Survey in January 1993..
 BJ3271
 BJ3271.The orthometric height was determined by differential leveling
 BJ3271.and adjusted by the National Geodetic Survey in February 1994..
 BJ3271
 BJ3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3271
 BJ3271.The geoid height was determined by GEOID03.
 BJ3271
 BJ3271.The dynamic height is computed by dividing the NAVD 88
 BJ3271.geopotential number by the normal gravity value computed on the
 BJ3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3271.degrees latitude (g = 980.6199 gals.).
 BJ3271
 BJ3271.The modeled gravity was interpolated from observed gravity values.
 BJ3271
 BJ3271;                    North         East     Units Scale Factor Converg.
 BJ3271;SPC LA S     -   218,577.280 1,109,865.029   MT  0.99995872   +0 34 19.5
 BJ3271;SPC LA S     -   717,115.63  3,641,282.18   sFT  0.99995872   +0 34 19.5
 BJ3271;UTM  15      - 3,373,888.378   769,868.653   MT  1.00049856   +1 25 33.8
 BJ3271
 BJ3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3271!SPC LA S     -   1.00000308  x   0.99995872  =   0.99996180
 BJ3271!UTM  15      -   1.00000308  x   1.00049856  =   1.00050164
 BJ3271
 BJ3271                          SUPERSEDED SURVEY CONTROL
 BJ3271
 BJ3271  NAD 83(1986)-  30 28 01.07516(N)    090 11 21.16668(W) AD(       ) 2
 BJ3271  NGVD 29 (09/03/91)    7.30   (m)           24.0    (f) LEVELING    3  
 BJ3271
 BJ3271.Superseded values are not recommended for survey control.
 BJ3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3271.See file dsdata.txt to determine how the superseded data were derived.
 BJ3271
 BJ3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6986973888(NAD 83)
 BJ3271_MARKER: DZ = AZIMUTH MARK DISK
 BJ3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3271_SP_SET: CONCRETE POST
 BJ3271_STAMPING: BEDICO 1970
 BJ3271_MARK LOGO: CGS   
 BJ3271_PROJECTION: PROJECTING 8 CENTIMETERS
 BJ3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3271+STABILITY: SURFACE MOTION
 BJ3271
 BJ3271  HISTORY     - Date     Condition        Report By
 BJ3271  HISTORY     - 1970     MONUMENTED       NGS
 BJ3271  HISTORY     - 1979     GOOD             LADTD
 BJ3271  HISTORY     - 1982     GOOD             LADTD
 BJ3271
 BJ3271                          STATION DESCRIPTION
 BJ3271
 BJ3271'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3271'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, T7S,
 BJ3271'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3271'DEVELOPMENT.
 BJ3271'
 BJ3271'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 12 AND STATE
 BJ3271'HIGHWAY 1077, DRIVE NORTH ALONG HIGHWAY 1077 FOR 1.1 KM (0.7 MILE) TO
 BJ3271'THE INTERSECTION OF STATE HIGHWAYS 1077 AND 1085, THENCE WEST ALONG
 BJ3271'HIGHWAY 1085 FOR 1.1 KM (0.7 MILE) TO THE STATION ON THE LEFT NEAR A
 BJ3271'FENCE.
 BJ3271'
 BJ3271'THE STATION IS A NATIONAL GEODETIC SURVEY DISK STAMPED---BEDICO
 BJ3271'1970 AZ MK--- SET INTO THE TOP OF A ROUND CONCRETE
 BJ3271'MONUMENT 30 CM IN DIAMETER PROJECTING 7.6 CM ABOVE THE GROUND LOCATED
 BJ3271'11.1 METERS S FROM THE CENTER OF THE HIGHWAY, 0.5 METERS N FROM A
 BJ3271'METAL WITNESS POST WITH SIGN ATTACHED, AND 0.5 METERS W FROM A CORNER
 BJ3271'FENCE POST.
 BJ3271
 BJ3271                          STATION RECOVERY (1982)
 BJ3271
 BJ3271'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3271'9 KM (5.6 MI) WEST FROM COVINGTON.
 BJ3271'FROM THE JUNCTION OF LA 1077 AND LA 1085 SOUTHWEST OF COVINGTON, GO
 BJ3271'WEST ALONG LA 1085 0.64 KM (0.4 MILE) TO THE AZIMUTH MARK ON THE LEFT,
 BJ3271'11.1 METERS (36.5 FEET) SOUTH OF CENTERLINE OF LA 1085, 0.5 METERS
 BJ3271'(1.5 FEET) WEST OF A CORNER FENCE POST.
 BJ3271'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3271'THE MARK IS ABOVE LEVEL WITH LA 1085.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3272 ***********************************************************************
 BJ3272  DESIGNATION -  BEDICO RM 1
 BJ3272  PID         -  BJ3272
 BJ3272  STATE/COUNTY-  LA/ST TAMMANY
 BJ3272  USGS QUAD   -  MADISONVILLE (1979)
 BJ3272
 BJ3272                         *CURRENT SURVEY CONTROL
 BJ3272  ___________________________________________________________________
 BJ3272* NAD 83(1992)-  30 27 59.06888(N)    090 11 48.64944(W)     ADJUSTED  
 BJ3272* NAVD 88     -         7.387  (meters)      24.24   (feet)  ADJUSTED  
 BJ3272  ___________________________________________________________________
 BJ3272  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ3272  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ3272  DYNAMIC HT  -           7.377 (meters)      24.20  (feet)  COMP
 BJ3272  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BJ3272
 BJ3272  HORZ ORDER  -  SECOND
 BJ3272  VERT ORDER  -  SECOND    CLASS I
 BJ3272
 BJ3272.The horizontal coordinates were established by classical geodetic methods
 BJ3272.and adjusted by the National Geodetic Survey in January 1993..
 BJ3272.No horizontal observational check was made to the station.
 BJ3272
 BJ3272.The orthometric height was determined by differential leveling
 BJ3272.and adjusted by the National Geodetic Survey in February 1994..
 BJ3272
 BJ3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3272
 BJ3272.The geoid height was determined by GEOID03.
 BJ3272
 BJ3272.The dynamic height is computed by dividing the NAVD 88
 BJ3272.geopotential number by the normal gravity value computed on the
 BJ3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3272.degrees latitude (g = 980.6199 gals.).
 BJ3272
 BJ3272.The modeled gravity was interpolated from observed gravity values.
 BJ3272
 BJ3272;                    North         East     Units Scale Factor Converg.
 BJ3272;SPC LA S     -   218,508.638 1,109,132.632   MT  0.99995864   +0 34 05.7
 BJ3272;SPC LA S     -   716,890.42  3,638,879.31   sFT  0.99995864   +0 34 05.7
 BJ3272;UTM  15      - 3,373,808.786   769,136.966   MT  1.00049369   +1 25 19.7
 BJ3272
 BJ3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3272!SPC LA S     -   1.00000307  x   0.99995864  =   0.99996171
 BJ3272!UTM  15      -   1.00000307  x   1.00049369  =   1.00049676
 BJ3272
 BJ3272                          SUPERSEDED SURVEY CONTROL
 BJ3272
 BJ3272  NAD 83(1986)-  30 27 59.08259(N)    090 11 48.64823(W) AD(       ) 2
 BJ3272  NGVD 29 (09/03/91)    7.36   (m)           24.1    (f) LEVELING    3  
 BJ3272
 BJ3272.Superseded values are not recommended for survey control.
 BJ3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3272.See file dsdata.txt to determine how the superseded data were derived.
 BJ3272
 BJ3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6913773809(NAD 83)
 BJ3272_MARKER: DR = REFERENCE MARK DISK
 BJ3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3272_SP_SET: CONCRETE POST
 BJ3272_STAMPING: BEDICO RM 1 1970
 BJ3272_MARK LOGO: CGS   
 BJ3272_PROJECTION: FLUSH
 BJ3272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3272+STABILITY: SURFACE MOTION
 BJ3272
 BJ3272  HISTORY     - Date     Condition        Report By
 BJ3272  HISTORY     - 1970     MONUMENTED       NGS
 BJ3272  HISTORY     - 1982     GOOD             LADTD
 BJ3272
 BJ3272                          STATION DESCRIPTION
 BJ3272
 BJ3272'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3272'9.8 KM (6.1 MI) WEST FROM COVINGTON.
 BJ3272'FROM THE JUNCTION OF LA 1077 AND LA 1085 SOUTHWEST OF COVINGTON, GO
 BJ3272'WEST ALONG LA 1085 1.45 KM (0.9 MILE) TO THE MARKER ON THE LEFT, 10.5
 BJ3272'METERS (34.5 FEET) SOUTHEAST OF CENTERLINE OF LA 1085, 28.3 METERS (93
 BJ3272'FEET) EAST OF A POWERLINE POLE AND 10.5 METERS (34.5 FEET) SOUTH
 BJ3272'SOUTHWEST OF A LDH RIGHT-OF-WAY MARKER, 38.3 METERS (125.6 FEET)
 BJ3272'NORTHEAST OF BEDICO.
 BJ3272'THE MARK IS 0.15 M BELOW LA 1085.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3274 ***********************************************************************
 BJ3274  DESIGNATION -  BEDICO RM 3
 BJ3274  PID         -  BJ3274
 BJ3274  STATE/COUNTY-  LA/ST TAMMANY
 BJ3274  USGS QUAD   -  MADISONVILLE (1979)
 BJ3274
 BJ3274                         *CURRENT SURVEY CONTROL
 BJ3274  ___________________________________________________________________
 BJ3274* NAD 83(1992)-  30 27 57.77513(N)    090 11 51.09627(W)     ADJUSTED  
 BJ3274* NAVD 88     -         7.399  (meters)      24.27   (feet)  ADJUSTED  
 BJ3274  ___________________________________________________________________
 BJ3274  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ3274  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ3274  DYNAMIC HT  -           7.390 (meters)      24.25  (feet)  COMP
 BJ3274  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BJ3274
 BJ3274  HORZ ORDER  -  SECOND
 BJ3274  VERT ORDER  -  SECOND    CLASS I
 BJ3274
 BJ3274.The horizontal coordinates were established by classical geodetic methods
 BJ3274.and adjusted by the National Geodetic Survey in January 1993..
 BJ3274.No horizontal observational check was made to the station.
 BJ3274
 BJ3274.The orthometric height was determined by differential leveling
 BJ3274.and adjusted by the National Geodetic Survey in February 1994..
 BJ3274
 BJ3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3274
 BJ3274.The geoid height was determined by GEOID03.
 BJ3274
 BJ3274.The dynamic height is computed by dividing the NAVD 88
 BJ3274.geopotential number by the normal gravity value computed on the
 BJ3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3274.degrees latitude (g = 980.6199 gals.).
 BJ3274
 BJ3274.The modeled gravity was interpolated from observed gravity values.
 BJ3274
 BJ3274;                    North         East     Units Scale Factor Converg.
 BJ3274;SPC LA S     -   218,468.154 1,109,067.762   MT  0.99995859   +0 34 04.5
 BJ3274;SPC LA S     -   716,757.60  3,638,666.48   sFT  0.99995859   +0 34 04.5
 BJ3274;UTM  15      - 3,373,767.318   769,072.673   MT  1.00049326   +1 25 18.4
 BJ3274
 BJ3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3274!SPC LA S     -   1.00000306  x   0.99995859  =   0.99996165
 BJ3274!UTM  15      -   1.00000306  x   1.00049326  =   1.00049633
 BJ3274
 BJ3274                          SUPERSEDED SURVEY CONTROL
 BJ3274
 BJ3274  NAD 83(1986)-  30 27 57.78880(N)    090 11 51.09512(W) AD(       ) 2
 BJ3274  NGVD 29 (09/03/91)    7.38   (m)           24.2    (f) LEVELING    3  
 BJ3274
 BJ3274.Superseded values are not recommended for survey control.
 BJ3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3274.See file dsdata.txt to determine how the superseded data were derived.
 BJ3274
 BJ3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6907373767(NAD 83)
 BJ3274_MARKER: DR = REFERENCE MARK DISK
 BJ3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3274_SP_SET: CONCRETE POST
 BJ3274_STAMPING: BEDICO RM 3 1970 1976
 BJ3274_MARK LOGO: NGS   
 BJ3274_PROJECTION: FLUSH
 BJ3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3274+STABILITY: SURFACE MOTION
 BJ3274
 BJ3274  HISTORY     - Date     Condition        Report By
 BJ3274  HISTORY     - 1976     MONUMENTED       NGS
 BJ3274  HISTORY     - 1982     GOOD             LADTD
 BJ3274
 BJ3274                          STATION DESCRIPTION
 BJ3274
 BJ3274'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3274'9.8 KM (6.1 MI) WEST FROM COVINGTON.
 BJ3274'FROM THE JUNCTION OF LA 1077 AND LA 1085 SOUTHWEST OF COVINGTON, GO
 BJ3274'WEST ALONG LA 1085 1.45 KM (0.9 MILE) TO THE MARKER ON THE LEFT, 11
 BJ3274'METERS (36 FEET) SOUTHEAST OF CENTERLINE OF LA 1085, 30.3 METERS (99.5
 BJ3274'FEET) SOUTHWEST OF THE NORTH ONE OF TWO LDH RIGHT-OF-WAY MARKERS, 38.2
 BJ3274'METERS (125.5 FEET) SOUTHWEST OF BEDICO.
 BJ3274'THE MARK IS 0.15 M BELOW LA 1085.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2987 ***********************************************************************
 CP2987  DESIGNATION -  BEE BAYOU
 CP2987  PID         -  CP2987
 CP2987  STATE/COUNTY-  LA/RICHLAND
 CP2987  USGS QUAD   -  BEE BAYOU (1987)
 CP2987
 CP2987                         *CURRENT SURVEY CONTROL
 CP2987  ___________________________________________________________________
 CP2987* NAD 83(1992)-  32 28 20.24564(N)    091 41 47.31158(W)     ADJUSTED  
 CP2987* NAVD 88     -        25.53   (+/-2cm)      83.8    (feet)  VERTCON   
 CP2987  ___________________________________________________________________
 CP2987  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CP2987  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP2987
 CP2987  HORZ ORDER  -  SECOND
 CP2987  VERT ORDER  -  THIRD ? (See Below)
 CP2987
 CP2987.The horizontal coordinates were established by classical geodetic methods
 CP2987.and adjusted by the National Geodetic Survey in May 1994..
 CP2987
 CP2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2987.The vertical order pertains to the NGVD 29 superseded value.
 CP2987
 CP2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2987
 CP2987.The geoid height was determined by GEOID03.
 CP2987
 CP2987;                    North         East     Units Scale Factor Converg.
 CP2987;SPC LA N     -   218,961.673 1,075,532.177   MT  0.99996145   +0 25 29.4
 CP2987;SPC LA N     -   718,376.76  3,528,641.82   sFT  0.99996145   +0 25 29.4
 CP2987;UTM  15      - 3,593,535.677   622,494.059   MT  0.99978503   +0 41 59.8
 CP2987
 CP2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2987!SPC LA N     -   1.00000009  x   0.99996145  =   0.99996154
 CP2987!UTM  15      -   1.00000009  x   0.99978503  =   0.99978512
 CP2987
 CP2987:                Primary Azimuth Mark                     Grid Az
 CP2987:SPC LA N     -  BEE BAYOU AZ MK                          006 22 57.9
 CP2987:UTM  15      -  BEE BAYOU AZ MK                          006 06 27.5
 CP2987
 CP2987|---------------------------------------------------------------------|
 CP2987| PID    Reference Object                     Distance      Geod. Az  |
 CP2987|                                                           dddmmss.s |
 CP2987| CY3386 BEE BAYOU AZ MK                                    0064827.3 |
 CP2987| CP2988 J 23 1 RESET                         22.058 METERS 03308     |
 CP2987| CP1746 J 23 1 CAP                           21.830 METERS 04244     |
 CP2987| CY3387 BEE BAYOU RM 1                       31.308 METERS 31446     |
 CP2987|---------------------------------------------------------------------|
 CP2987
 CP2987                          SUPERSEDED SURVEY CONTROL
 CP2987
 CP2987  NAD 83(1992)-  32 28 20.24614(N)    091 41 47.31151(W) AD(       ) 2
 CP2987  NAD 83(1986)-  32 28 20.25766(N)    091 41 47.30458(W) AD(       ) 2
 CP2987  NAD 27      -  32 28 19.74739(N)    091 41 46.85992(W) AD(       ) 2
 CP2987  NGVD 29 (07/19/86)   25.56   (m)           83.9    (f) LEVELING    3  
 CP2987
 CP2987.Superseded values are not recommended for survey control.
 CP2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2987.See file dsdata.txt to determine how the superseded data were derived.
 CP2987
 CP2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2249493536(NAD 83)
 CP2987_MARKER: DS = TRIANGULATION STATION DISK
 CP2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2987
 CP2987  HISTORY     - Date     Condition        Report By
 CP2987  HISTORY     - 1970     MONUMENTED       NGS
 CP2987  HISTORY     - 1973     GOOD             NGS
 CP2987  HISTORY     - 1974     GOOD             NGS
 CP2987
 CP2987                          STATION DESCRIPTION
 CP2987
 CP2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2987'THE STATION IS LOCATED 3.7 MILES EAST OF RAYVILLE, 12.0 MILES
 CP2987'WEST OF DELHI, AND 11.5 MILES SOUTH-SOUTHEAST OF OAK RIDGE, ON
 CP2987'THE SOUTH SIDE OF U.S. HIGHWAY 80 AND THE RAILROAD, IN THE NE
 CP2987'1/4 SEC. 12, T 17 N, R 7 E, ON PROPERTY OWNED BY MISS MARY WELLS
 CP2987'FERGUSON WHO LIVES AT 408 JULIUS STREET, RAYVILLE.  HER TELEPHONE
 CP2987'NUMBER IS 728-2000.
 CP2987'
 CP2987'TO REACH FROM THE INTERSECTION OF INTERSTATE 20 AND U.S. HIGHWAY
 CP2987'BYPASS 165 AT THE SOUTHEAST EDGE OF MONROE, GO EAST ON INTERSTATE
 CP2987'20 FOR 22.6 MILES TO THE INTERSECTION WITH STATE HIGHWAY
 CP2987'583.  THEN GO NORTH ON STATE HIGHWAY 583 FOR 1.25 MILES TO THE
 CP2987'STATION ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 CP2987'CONTINUE NORTH ON HIGHWAY 583 FOR 0.2 MILE TO THE MARK ON THE
 CP2987'RIGHT AS DESCRIBED.
 CP2987'
 CP2987'THE STATION MARKS ARE STANDARD DISKS STAMPED BEE BAYOU 1970.  THE
 CP2987'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2987'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET
 CP2987'WEST OF THE CENTERLINE OF STATE HIGHWAY 583, 41 FEET WEST OF A
 CP2987'FENCE, 139 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK,
 CP2987'67 FEET SOUTH OF A FENCE, 42 FEET NORTHWEST OF A 40-INCH OAK,
 CP2987'AND 58 FEET EAST OF A 40-INCH OAK.  THE UNDERGROUND DISK IS SET
 CP2987'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES
 CP2987'BELOW THE GROUND SURFACE.
 CP2987'
 CP2987'REFERENCE MARK 1, A STANDARD DISK STAMPED BEE BAYOU NO 1 1970,
 CP2987'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2987'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 0.7 FEET SOUTH OF
 CP2987'A FENCE, 38 FEET SOUTHEAST OF A UTILITY POLE, 72.0 FEET SOUTH
 CP2987'OF THE SOUTH RAIL OF THE RAILROAD TRACK, AND 75 FEET NORTHWEST
 CP2987'OF A 40-INCH OAK.
 CP2987'
 CP2987'REFERENCE MARK 2 IS A BENCH MARK SET BY THE U.S. ENGINEERS,
 CP2987'VICKSBURG DISTRICT.  IT IS A BRASS DISK STAMPED BM J 23 1 1930
 CP2987'84 SET ATOP A 4-INCH PIPE THAT PROJECTS 6 INCHES ABOVE THE GROUND
 CP2987'SURFACE.  IT IS 33.5 FEET WEST OF THE CENTERLINE OF STATE
 CP2987'HIGHWAY 583, 11.5 FEET SOUTHEAST OF A FENCE CORNER, AND 7.4 FEET
 CP2987'EAST-SOUTHEAST OF THE METAL WITNESS POST.
 CP2987'
 CP2987'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEE BAYOU 1970.  IT
 CP2987'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2987'IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 CP2987'CENTERLINE OF STATE HIGHWAY 583, 2.8 FEET WEST OF A FENCE, 1.7
 CP2987'FEET SOUTH OF A POWERLINE POLE, AND 5.5 FEET NORTH-NORTHWEST OF
 CP2987'THE METAL WITNESS POST.
 CP2987'
 CP2987'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CP2987
 CP2987                          STATION RECOVERY (1973)
 CP2987
 CP2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 CP2987'THE STATION, R. M. 1, AND AZIMUTH MARK WERE FOUND IN GOOD
 CP2987'CONDITION.  R. M. 2 (B. M. J 23 1 1930) HAS BEEN DESTROYED.  A
 CP2987'NEW DESCRIPTION FOLLOWS--
 CP2987'
 CP2987'THE STATION MARK IS A STANDARD DISC SET IN A 12-INCH CYLINDRICAL
 CP2987'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE DISC IS
 CP2987'STAMPED BEE BAYOU 1970.  IT IS 81 FEET SOUTH OF THE CENTER OF
 CP2987'STATE HIGHWAY 583, 41 FEET WEST OF A FENCE, 139 FEET SOUTH OF THE
 CP2987'SOUTH RAIL OF THE RAILROAD TRACK, 67 FEET SOUTH OF A FENCE, 42
 CP2987'FEET NORTHWEST OF A 40-INCH OAK TREE, AND 58 FEET EAST OF A
 CP2987'40-INCH OAK TREE.
 CP2987'
 CP2987'REFERENCE MARK 1, A STANDARD DISC STAMPED BEE BAYOU NO. 1 1970,
 CP2987'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2987'THAT IS FLUSH WITH THE GROUND.  IT IS 0.7 FEET SOUTH OF A FENCE,
 CP2987'38 FEET SOUTHEAST OF A UTILITY POLE, 72 FEET SOUTH OF THE SOUTH
 CP2987'RAIL OF THE RAILROAD, AND 75 FEET NORTHWEST OF A 40-INCH OAK
 CP2987'TREE.
 CP2987'
 CP2987'THE AZIMUTH MARK IS A STANDARD DISC SET IN THE TOP OF A 12-INCH
 CP2987'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP2987'IS 32 FEET EAST OF THE CENTER OF STATE HIGHWAY 583, 2.8 FEET
 CP2987'EAST OF A FENCE, 1.7 FEET SOUTH OF A POWER POLE, AND 5.5 FEET
 CP2987'NORTH-NORTHWEST OF A WITNESS POST.
 CP2987'
 CP2987'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP2987'
 CP2987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2987'3.7 MILES EAST OF RAYVILLE.
 CP2987
 CP2987                          STATION RECOVERY (1974)
 CP2987
 CP2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 CP2987'THE STATION WAS VISITED 1-16-74 AND THE STATION, REFERENCE MARK
 CP2987'NO. 1 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M.NO. 2
 CP2987'(PBM J-23-1(USE) WAS FOUND WITH THE TOP OF THE PIPE BROKEN
 CP2987'OFF.  THE MARK WAS RESET AS A BENCH MARK AND USED AS REFERENCE
 CP2987'MARK NO. 3 FOR THE STATION.  THE DESCRIPTION OF 1970 WAS
 CP2987'ADEQUATE FOR THE STATION, REFERENCE MARK NO. 1 AND THE
 CP2987'AZIMUTH.  A NEW DESCRIPTION FOR R.M. NO. 3 (J-23-1(USE) RESET
 CP2987'1974 FOLLOWS.
 CP2987'
 CP2987'R.M. NO. 3 (J-23-1 (USE) RESET 1974 IS 72.37 FEET NORTHEAST OF
 CP2987'THE STATION IN A FENCE CORNER, 2 FEET SOUTH OF A FENCE LINE,
 CP2987'2 FEET WEST OF A FENCE LINE, 73 FEET SOUTH OF THE SOUTH RAIL
 CP2987'OF THE TRACKS, 43 FEET WEST OF THE CENTER OF STATE HIGHWAY 583
 CP2987'AND 3 FEET SOUTHWEST OF A FENCE CORNER.  IT IS A SHORT ROD TYPE
 CP2987'MARK ENCASED IN A 4-INCH WHITE PLASTIC PIPE FLUSH WITH THE
 CP2987'GROUND.  IT IS STAMPED J 23 1 USE RESET 1974.
 CP2987'
 CP2987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2987'3.7 MILES EAST OF RAYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2713 ***********************************************************************
 BX2713  DESIGNATION -  BEEBE
 BX2713  PID         -  BX2713
 BX2713  STATE/COUNTY-  LA/RAPIDES
 BX2713  USGS QUAD   -  BOYCE (1992)
 BX2713
 BX2713                         *CURRENT SURVEY CONTROL
 BX2713  ___________________________________________________________________
 BX2713* NAD 83(1992)-  31 24 14.65025(N)    092 44 26.23532(W)     ADJUSTED  
 BX2713* NAVD 88     -        64.0    (meters)     210.     (feet)  VERTCON   
 BX2713  ___________________________________________________________________
 BX2713  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BX2713  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2713
 BX2713  HORZ ORDER  -  FIRST
 BX2713
 BX2713.The horizontal coordinates were established by classical geodetic methods
 BX2713.and adjusted by the National Geodetic Survey in January 1993..
 BX2713
 BX2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2713
 BX2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2713
 BX2713.The geoid height was determined by GEOID03.
 BX2713
 BX2713;                    North         East     Units Scale Factor Converg.
 BX2713;SPC LA N     -   100,264.967   977,118.202   MT  0.99995465   -0 07 38.0
 BX2713;SPC LA N     -   328,952.65  3,205,761.97   sFT  0.99995465   -0 07 38.0
 BX2713;UTM  15      - 3,474,413.472   524,656.911   MT  0.99960750   +0 08 06.6
 BX2713
 BX2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2713!SPC LA N     -   0.99999406  x   0.99995465  =   0.99994871
 BX2713!UTM  15      -   0.99999406  x   0.99960750  =   0.99960156
 BX2713
 BX2713:                Primary Azimuth Mark                     Grid Az
 BX2713:SPC LA N     -  BEEBE AZ MK                              098 47 01.5
 BX2713:UTM  15      -  BEEBE AZ MK                              098 31 16.9
 BX2713
 BX2713|---------------------------------------------------------------------|
 BX2713| PID    Reference Object                     Distance      Geod. Az  |
 BX2713|                                                           dddmmss.s |
 BX2713| CY3389 BEEBE AZ MK                                        0983923.5 |
 BX2713| BX2712 BOYCE MUN TANK                      APPROX. 6.9 KM 1024539.5 |
 BX2713| CY3390 BEEBE RM 1                           30.253 METERS 12832     |
 BX2713| CY3391 BEEBE RM 2                           35.335 METERS 26043     |
 BX2713|---------------------------------------------------------------------|
 BX2713
 BX2713                          SUPERSEDED SURVEY CONTROL
 BX2713
 BX2713  NAD 83(1986)-  31 24 14.67165(N)    092 44 26.23016(W) AD(       ) 1
 BX2713  NAD 27      -  31 24 14.03876(N)    092 44 25.69944(W) AD(       ) 1
 BX2713  NGVD 29 (07/19/86)   64.0    (m)          210.     (f) VERT ANG       
 BX2713
 BX2713.Superseded values are not recommended for survey control.
 BX2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2713.See file dsdata.txt to determine how the superseded data were derived.
 BX2713
 BX2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2465774413(NAD 83)
 BX2713_MARKER: DS = TRIANGULATION STATION DISK
 BX2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2713
 BX2713  HISTORY     - Date     Condition        Report By
 BX2713  HISTORY     - 1969     MONUMENTED       CGS
 BX2713  HISTORY     - 19990424 GOOD             USPSQD
 BX2713
 BX2713                          STATION DESCRIPTION
 BX2713
 BX2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2713'THE STATION IS LOCATED ABOUT 8 MILES EAST OF FLATWOODS, ABOUT 5
 BX2713'MILES NORTH-NORTHWEST OF HOTWELLS, ABOUT 5 MILES NORTHWEST OF
 BX2713'BOYCE AND ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF FORK QUARRY.  THE
 BX2713'STATION MARK IS ABOUT ON THE SECTION LINE OF SECTIONS 13 AND 24
 BX2713'AND 0.15 MILE EAST OF THE CORNER OF SECTIONS 14,13,23 AND 24,
 BX2713'T5N, R4W, THAT IS ON THE SUMMIT OF A SMALL LONE HILL.  IT IS ON
 BX2713'PROPERTY OF MR. HARLIS BEEBE AND ABOUT 50 YARDS NORTH OF
 BX2713'MR. BEEBES HOUSE.
 BX2713'
 BX2713'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 8
 BX2713'AT THE SOUTH EDGE OF BOYCE.  GO NORTHWESTERLY ON STATE HIGHWAYS
 BX2713'1 AND 8 FOR 3.15 MILES TO WHERE HIGHWAYS FORK.  TURN LEFT ON
 BX2713'STATE HIGHWAY 8 AND GO WESTERLY FOR 1.45 MILES TO THE AZIMUTH
 BX2713'MARK ON THE LEFT.  CONTINUE WESTERLY ON STATE HIGHWAY 8 FOR 0.2
 BX2713'MILE TO A DRIVEWAY TO A HOUSE ON THE RIGHT.  TURN RIGHT AND PASS
 BX2713'TO THE EAST OF THE HOUSE, THEN PICK WAY NORTHERLY AND WESTERLY
 BX2713'FOR 0.1 MILE TO THE TOP OF HILL.  AND STATION AS DESCRIBED.
 BX2713'
 BX2713'THE STATION IS MARKED BY A STANDARD DISK STAMPED BEEBE 1968, SET
 BX2713'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2713'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE UNDERGROUND
 BX2713'MARK IS SET 42 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK
 BX2713'IS 32 FEET SOUTH OF A 15 INCH PINE TREE WITH TRIANGULAR BLAZE,
 BX2713'10.8 FEET WEST OF FENCELINE AND 10.5 FEET NORTH OF METAL WITNESS
 BX2713'POST WITH SIGN ATTACHED.
 BX2713'
 BX2713'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK STAMPED
 BX2713'BEEBE NO 1 1968, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 BX2713'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BX2713'GROUND.  IT IS 105 FEET SOUTHEAST OF METAL WITNESS POST WITH SIGN
 BX2713'ATTACHED, 5 FEET WEST OF A 12 INCH PINE TREE AND 1 FOOT SOUTH OF
 BX2713'FENCELINE.
 BX2713'
 BX2713'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK STAMPED BEEBE
 BX2713'NO 2 1968, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 BX2713'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BX2713'GROUND.  IT IS 146 FEET WEST OF METAL WITNESS POST WITH SIGN
 BX2713'ATTACHED.
 BX2713'
 BX2713'AZIMUTH MARK IS MARKED BY A STANDARD DISK STAMPED BEEBE 1968, SET
 BX2713'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 BX2713'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET EAST OF AN
 BX2713'UTILITY POLE, 39 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BX2713'8, 4.4 FEET EAST-NORTHEAST OF METAL WITNESS POST WITH SIGN
 BX2713'ATTACHED AND 1 FOOT NORTH OF FENCELINE.
 BX2713'
 BX2713'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 26.95 METERS.
 BX2713
 BX2713                          STATION RECOVERY (1999)
 BX2713
 BX2713'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3143 ***********************************************************************
 CP3143  DESIGNATION -  BEEKMAN
 CP3143  PID         -  CP3143
 CP3143  STATE/COUNTY-  LA/MOREHOUSE
 CP3143  USGS QUAD   -  TWIN OAKS (1988)
 CP3143
 CP3143                         *CURRENT SURVEY CONTROL
 CP3143  ___________________________________________________________________
 CP3143* NAD 83(1992)-  32 55 40.59932(N)    091 51 24.12057(W)     ADJUSTED  
 CP3143* NAVD 88     -        45.813  (meters)     150.30   (feet)  ADJUSTED  
 CP3143  ___________________________________________________________________
 CP3143  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CP3143  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3143  DYNAMIC HT  -          45.764 (meters)     150.14  (feet)  COMP
 CP3143  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 CP3143
 CP3143  HORZ ORDER  -  FIRST
 CP3143  VERT ORDER  -  SECOND    CLASS I
 CP3143
 CP3143.The horizontal coordinates were established by classical geodetic methods
 CP3143.and adjusted by the National Geodetic Survey in September 1999..
 CP3143
 CP3143.The orthometric height was determined by differential leveling
 CP3143.and adjusted by the National Geodetic Survey in June 1991..
 CP3143
 CP3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3143
 CP3143.The geoid height was determined by GEOID03.
 CP3143
 CP3143.The dynamic height is computed by dividing the NAVD 88
 CP3143.geopotential number by the normal gravity value computed on the
 CP3143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3143.degrees latitude (g = 980.6199 gals.).
 CP3143
 CP3143.The modeled gravity was interpolated from observed gravity values.
 CP3143
 CP3143;                    North         East     Units Scale Factor Converg.
 CP3143;SPC LA N     -   269,392.384 1,060,171.117   MT  1.00007002   +0 20 24.4
 CP3143;SPC LA N     -   883,831.51  3,478,244.74   sFT  1.00007002   +0 20 24.4
 CP3143;SPC AR S     -   428,989.643   413,404.086   MT  1.00010328   +0 04 48.7
 CP3143;SPC AR S     - 1,407,443.52  1,356,309.91   sFT  1.00010328   +0 04 48.7
 CP3143;UTM  15      - 3,643,878.651   606,891.962   MT  0.99974088   +0 37 17.5
 CP3143
 CP3143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3143!SPC LA N     -   0.99999688  x   1.00007002  =   1.00006690
 CP3143!SPC AR S     -   0.99999688  x   1.00010328  =   1.00010016
 CP3143!UTM  15      -   0.99999688  x   0.99974088  =   0.99973776
 CP3143
 CP3143:                Primary Azimuth Mark                     Grid Az
 CP3143:SPC LA N     -  BASTROP TEXAS GAS KKE 271 MAST           002 13 41.7
 CP3143:SPC AR S     -  BASTROP TEXAS GAS KKE 271 MAST           002 29 17.4
 CP3143:UTM  15      -  BASTROP TEXAS GAS KKE 271 MAST           001 56 48.6
 CP3143
 CP3143|---------------------------------------------------------------------|
 CP3143| PID    Reference Object                     Distance      Geod. Az  |
 CP3143|                                                           dddmmss.s |
 CP3143| CP3146 BASTROP TEXAS GAS KKE 271 MAST      APPROX. 3.5 KM 0023406.1 |
 CP3143| CP3261 BEEKMAN RM 1                         37.210 METERS 05142     |
 CP3143| CP3142 FIRE TOWER 4                        APPROX. 0.5 KM 0714713.4 |
 CP3143| CP3262 BEEKMAN RM 3                         49.440 METERS 15713     |
 CP3143| CY3402 BEEKMAN RM 2                         49.134 METERS 16040     |
 CP3143| CP3147 CUTOVER                             APPROX.10.3 KM 1771553.3 |
 CP3143| CY3401 BEEKMAN AZ MK                                      1894935.9 |
 CP3143| CP3157 BASTROP SO KRAFT CORP STACK         APPROX.17.7 KM 1964739.7 |
 CP3143| CP3156 BASTROP SOU KRAFT CORP TANK         APPROX.17.6 KM 1965331.5 |
 CP3143| CP3160 BASTROP LA PAPER MILL STACK         APPROX.16.9 KM 1965549.3 |
 CP3143| CP3161 BASTROP LA PAPER MILL TANK          APPROX.16.7 KM 1965747.9 |
 CP3143| CP3153 BASTROP LOUISIANA P AND L TANK      APPROX.17.5 KM 1972538.8 |
 CP3143| CP3155 BASTROP ARK LA AND MO RR STK        APPROX.17.1 KM 1973108.2 |
 CP3143| CP3154 BASTROP COURTHOUSE                  APPROX.17.5 KM 1974946.6 |
 CP3143| CP3159 BASTROP CONSOL CHEM IND INC TK      APPROX.16.1 KM 1981227.8 |
 CP3143| CP3158 BASTROP CONSOL CHEM IND STK         APPROX.16.1 KM 1982329.5 |
 CP3143| CQ2653 STERLINGTON LA P L CO E STACK       APPROX.32.4 KM 2200555.2 |
 CP3143| CQ2651 STERLINGTON LA P L CO W STACK       APPROX.32.4 KM 2200637.9 |
 CP3143| CP3163 FIRE TOWER 3 STEVENSON LOT LFC      APPROX.10.5 KM 2504307.7 |
 CP3143| CP3165 STEVENSON MID VALLEY PLINE MST      APPROX.11.1 KM 2675815.9 |
 CP3143| DK2078 CROSSETT AMER LUMBER CO STACK       APPROX.25.4 KM 3365231.4 |
 CP3143| DK2075 FIRE TOWER 1                        APPROX.17.1 KM 3365709.5 |
 CP3143|---------------------------------------------------------------------|
 CP3143
 CP3143                          SUPERSEDED SURVEY CONTROL
 CP3143
 CP3143  NAD 83(1992)-  32 55 40.60347(N)    091 51 24.11783(W) AD(       ) 1
 CP3143  NAD 83(1986)-  32 55 40.61215(N)    091 51 24.11343(W) AD(       ) 1
 CP3143  NAD 27      -  32 55 40.14500(N)    091 51 23.65200(W) AD(       ) 1
 CP3143  NGVD 29 (07/19/86)   45.97   (m)          150.8    (f) LEVELING    3  
 CP3143
 CP3143.Superseded values are not recommended for survey control.
 CP3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3143.See file dsdata.txt to determine how the superseded data were derived.
 CP3143
 CP3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0689243879(NAD 83)
 CP3143_MARKER: DS = TRIANGULATION STATION DISK
 CP3143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3143_SP_SET: CONCRETE POST
 CP3143_STAMPING: BEEKMAN 1939
 CP3143_MARK LOGO: CGS   
 CP3143_PROJECTION: PROJECTING 5 CENTIMETERS
 CP3143_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3143+STABILITY: SURFACE MOTION
 CP3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3143+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1986
 CP3143
 CP3143  HISTORY     - Date     Condition        Report By
 CP3143  HISTORY     - 1939     MONUMENTED       CGS
 CP3143  HISTORY     - 1948     GOOD             CROSET
 CP3143  HISTORY     - 1970     GOOD             NGS
 CP3143  HISTORY     - 1986     GOOD             LADTD
 CP3143  HISTORY     - 1986     GOOD             LADTD
 CP3143  HISTORY     - 19861118 GOOD             NGS
 CP3143
 CP3143                          STATION DESCRIPTION
 CP3143
 CP3143'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3143'STATION IS LOCATED ABOUT 12 MILES BY ROAD N OF BASTROP,
 CP3143'LOUISIANA, 1.5 MILES N OF JUNCTION OF STATE ROUTE 204 AND
 CP3143'BEEKMAN-CROSSETT HIGHWAY, 5.3 MILES S OF ARKANSAS-LOUISIANA
 CP3143'STATE LINE ON W SIDE OF LOUISIANA 204, ON LAND BELONGING
 CP3143'TO CROSSETT LUMBER COMPANY.
 CP3143'
 CP3143'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3143'BRONZE DISKS SET IN CONCRETE.
 CP3143'
 CP3143'MARK PROJECTS 4 INCHES AND IS STAMPED BEEKMAN 1939, SET IN
 CP3143'OPEN TIMBER LAND, 43 FEET W OF CENTER LINE OF LOUISIANA 204.
 CP3143'
 CP3143'STATION IS REACHED FROM NW CORNER OF SQUARE IN BASTROP.  DRIVE
 CP3143'N ON LOUISIANA 204 FOR 10.5 MILES TO STATION ON LEFT ON W
 CP3143'SIDE OF HIGHWAY.  TO REACH FROM THE N, DRIVE S ON ARKANSAS
 CP3143'13 TO ARKANSAS-LOUISIANA STATE LINE, THEN CONTINUE S 5.3
 CP3143'MILES TO STATION.
 CP3143'
 CP3143'REFERENCE MARK NO. 1 PROJECTING 8 INCHES, STAMPED BEEKMAN
 CP3143'NO. 1 1939, IS NE OF STATION, 34 FEET E OF CENTER LINE OF
 CP3143'LOUISIANA 204.  REFERENCE MARK NO. 2 PROJECTING 6 INCHES,
 CP3143'STAMPED BEEKMAN NO. 2 1939, IS SE OF STATION, 38 FEET E OF
 CP3143'CENTER LINE OF LOUISIANA 204.
 CP3143'
 CP3143'AZIMUTH MARK PROJECTING 6 INCHES, STAMPED BEEKMAN 1939, IS
 CP3143'SET ATOP A 4-FOOT ROAD BANK, 25 FEET E OF CENTER LINE OF
 CP3143'LOUISIANA 204.  FROM STATION DRIVE S ON LOUISIANA 204 FOR
 CP3143'0.5 MILE TO MARK ON LEFT, E SIDE OF HIGHWAY.
 CP3143'
 CP3143'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CP3143
 CP3143                          STATION RECOVERY (1948)
 CP3143
 CP3143'RECOVERY NOTE BY CROSSETT LUMBER COMPANY 1948 (EWC)
 CP3143'SATISFACTORY AS DESCRIBED.
 CP3143
 CP3143                          STATION RECOVERY (1970)
 CP3143
 CP3143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3143'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND
 CP3143'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 CP3143'NO SUITABLE PLACE TO ESTABLISH A NEW ONE.
 CP3143'
 CP3143'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR
 CP3143'BY 0.268 METERS, REFERENCE MARK 2 WAS FOUND TO BE IN ERROR
 CP3143'BY 0.015 METERS.  THE DIRECTION TO THE REFERENCE MARKS CHECKED
 CP3143'THE 1939 DATA ADEQUATELY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CP3143'
 CP3143'THE STATION IS ABOUT 6.5 MILES NORTH OF LOG CABIN, 5.5 MILES
 CP3143'SOUTH OF THE ARKANSAS-LOUISIANA STATE LINE, 1.5 MILES
 CP3143'EAST-NORTHEAST OF BEEKMAN, 0.5 MILE WEST OF THE BEEKMAN
 CP3143'LOOKOUT TOWER AND ON LAND OWNED BY THE GEORGIA-PACIFIC
 CP3143'CORPORATION, POST OFFICE BOX 352, CROSSETT, ARKANSAS.
 CP3143'
 CP3143'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CP3143'140 AND 139 IN LOG CABIN, GO NORTHERLY ON STATE HIGHWAY
 CP3143'139 FOR 5.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 142,
 CP3143'CONTINUE NORTHERLY ON STATE HIGHWAY 139 FOR 1.6 MILES TO
 CP3143'THE STATION ON THE LEFT.
 CP3143'
 CP3143'STATION MARKS ARE STANDARD DISKS STAMPED BEEKMAN 1939.  THE
 CP3143'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CP3143'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 CP3143'IT IS 105 FEET WEST-NORTHWEST OF TELEPHONE POLE NUMBER 20
 CP3143'1/2, 48 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 139,
 CP3143'24 FEET EAST-SOUTHEAST OF AN 16-INCH PINE TREE, 22 FEET
 CP3143'EAST-NORTHEAST OF AN 12-INCH PINE TREE AND 4 FEET EAST OF
 CP3143'A 4 BY 4 CONCRETE POST.  THE UNDERGROUND MARK IS SET IN
 CP3143'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CP3143'THE GROUND SURFACE.
 CP3143'
 CP3143'REFERENCE MARK 1, A STANDARD DISK STAMPED BEEKMAN NO 1 1939,
 CP3143'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CP3143'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET SOUTH
 CP3143'OF A TELEPHONE POLE AND 34 FEET EAST OF THE CENTERLINE OF
 CP3143'STATE HIGHWAY 139.
 CP3143'
 CP3143'REFERENCE MARK 2, A STANDARD DISK STAMPED BEEKMAN NO 2 1939,
 CP3143'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CP3143'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 68
 CP3143'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 36 FEET EAST OF
 CP3143'THE CENTERLINE OF STATE HIGHWAY 139 AND 15 FEET SOUTHWEST
 CP3143'OF AN 20-INCH PINE TREE.
 CP3143'
 CP3143'NO MEASUREMENT BETWEEN THE R.M.S DUE TO THICK BRUSH AND
 CP3143'TREES ON LINE.
 CP3143'
 CP3143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES NORTH OF
 CP3143'LOG CABIN.
 CP3143'
 CP3143'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS
 CP3143
 CP3143                          STATION RECOVERY (1986)
 CP3143
 CP3143'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 CP3143'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CP3143'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 CP3143'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  THIS DATE
 CP3143'REFERENCE MARK 3 WAS ESTABLISHED.  ELEVATIONS WERE ESTABLISHED ON
 CP3143'THIS STATION IN 1986 IN LEVEL LINE L24993 PART 3.  FOLLOWING IS A
 CP3143'COMPLETE NEW DESCRIPTION.
 CP3143'
 CP3143'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 CP3143'NORTH OF LOG CABIN,
 CP3143'8.8 KM (5.5 MI) SOUTH OF THE ARKANSAS-LOUISIANA STATE LINE,
 CP3143'2.4 KM (1.5 MI) EAST-NORTHEAST OF BEEKMAN AND
 CP3143'0.8 KM (0.5 MI) WEST OF THE BEEKMAN LOOKOUT TOWER.
 CP3143'OWNERSHIP--GEORGIA-PACIFIC CORPORATION, POST OFFICE BOX 352,
 CP3143'CROSSETT, ARKANSAS.
 CP3143'
 CP3143'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 140 AND
 CP3143'139 IN LOG CABIN,  GO NORTH FOR 8 KM (5 MI) ON HIGHWAY 139 TO THE
 CP3143'JUNCTION WITH STATE HIGHWAY 142,
 CP3143'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 2.6 KM (1.6 MI) ON HIGHWAY
 CP3143'139 TO THE STATION MARK ON THE LEFT.
 CP3143'
 CP3143'THE STATION IS A STANDARD NGS DISK
 CP3143'STAMPED---BEEKMAN 1939---,
 CP3143'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3143'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 CP3143'14.2 METERS (46.5 FT) WEST FROM THE CENTER OF HIGHWAY 139,
 CP3143'11.3 METERS (37 FT) SOUTHWEST FROM A 24-INCH PINE TREE,
 CP3143'5.2 METERS (17 FT) WEST FROM A METAL WITNESS POST WITH SIGN
 CP3143'ATTACHED AND
 CP3143'1.2 METERS (4 FT) EAST FROM A 4 BY 4 USBM CONCRETE WITNESS POST.
 CP3143'THE UNDER GROUND MARK WAS NOT INSPECTED AT THIS TIME.
 CP3143'
 CP3143'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 CP3143'STAMPED---BEEKMAN NO 1 1939---,
 CP3143'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CP3143'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3143'27.6 METERS (90.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 CP3143'10.1 METERS (33 FT) EAST FROM THE CENTER OF HIGHWAY 139,
 CP3143'8.4 METERS (27.5 FT) SOUTH-SOUTHEAST FROM A RIGHT-OF-WAY MARKER AND
 CP3143'0.3 METERS (1 FT) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP3143'MARK IS LEVEL WITH THE STATION.
 CP3143'
 CP3143'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 CP3143'STAMPED---BEEKMAN 1939 NO 3 1986---,
 CP3143'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3143'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3143'14.6 METERS (48 FT) SOUTHEAST FROM A POWER POLE,
 CP3143'13.7 METERS (45 FT) EAST FROM THE CENTER OF HIGHWAY 139,
 CP3143'2.4 METERS (8 FT) SOUTH FROM A 24-INCH PINE TREE AND
 CP3143'0.5 METERS (1.5 FT) NORTH FROM A METAL WITNESS POST WITH SIGN
 CP3143'ATTACHED.
 CP3143'MARK IS LEVEL WITH THE STATION.
 CP3143
 CP3143                          STATION RECOVERY (1986)
 CP3143
 CP3143'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3143'18.1 KM (11.3 MI) WEST FROM BASTROP.
 CP3143'18.1 KM (11.3 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3143'BASTROP TO THE STATION MARK ON THE WEST SIDE OF THE HIGHWAY, 14.2
 CP3143'METERS (46.5 FEET) WEST OF THE CENTER OF THE HIGHWAY, 11.3 METERS (37
 CP3143'FEET) SOUTHWEST OF A 24-INCH PINE TREE AND 5.2 METERS (17 FEET) EAST
 CP3143'OF A USBM CONCRETE WITNESS POST.
 CP3143'THE MARK IS 5.20 METERS  E FROM A WITNESS POST.
 CP3143'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP3143
 CP3143                          STATION RECOVERY (1986)
 CP3143
 CP3143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP3143'THE STATION MARK AND RM 1 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CP3143'REFERENCE MARK 2 WAS FOUND DESTROYED.  THIS DATE REFERENCE MARK 3 WAS
 CP3143'ESTABLISHED.  ELEVATIONS WERE ESTABLISHED ON THIS STATION AND
 CP3143'REFERENCE IN 1986 IN LEVEL LINE L---- PART 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3261 ***********************************************************************
 CP3261  DESIGNATION -  BEEKMAN RM 1
 CP3261  PID         -  CP3261
 CP3261  STATE/COUNTY-  LA/MOREHOUSE
 CP3261  USGS QUAD   -  TWIN OAKS (1988)
 CP3261
 CP3261                         *CURRENT SURVEY CONTROL
 CP3261  ___________________________________________________________________
 CP3261* NAD 83(1992)-  32 55 41.34782(N)    091 51 22.99648(W)     ADJUSTED  
 CP3261* NAVD 88     -        45.615  (meters)     149.66   (feet)  ADJUSTED  
 CP3261  ___________________________________________________________________
 CP3261  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CP3261  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3261  DYNAMIC HT  -          45.566 (meters)     149.49  (feet)  COMP
 CP3261  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 CP3261
 CP3261  HORZ ORDER  -  THIRD
 CP3261  VERT ORDER  -  SECOND    CLASS I
 CP3261
 CP3261.The horizontal coordinates were established by classical geodetic methods
 CP3261.and adjusted by the National Geodetic Survey in September 1999..
 CP3261.No horizontal observational check was made to the station.
 CP3261
 CP3261.The orthometric height was determined by differential leveling
 CP3261.and adjusted by the National Geodetic Survey in June 1991..
 CP3261
 CP3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3261
 CP3261.The geoid height was determined by GEOID03.
 CP3261
 CP3261.The dynamic height is computed by dividing the NAVD 88
 CP3261.geopotential number by the normal gravity value computed on the
 CP3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3261.degrees latitude (g = 980.6199 gals.).
 CP3261
 CP3261.The modeled gravity was interpolated from observed gravity values.
 CP3261
 CP3261;                    North         East     Units Scale Factor Converg.
 CP3261;SPC LA N     -   269,415.618 1,060,200.186   MT  1.00007009   +0 20 25.0
 CP3261;SPC LA N     -   883,907.74  3,478,340.11   sFT  1.00007009   +0 20 25.0
 CP3261;UTM  15      - 3,643,902.019   606,920.907   MT  0.99974096   +0 37 18.2
 CP3261
 CP3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3261!SPC LA N     -   0.99999691  x   1.00007009  =   1.00006700
 CP3261!UTM  15      -   0.99999691  x   0.99974096  =   0.99973787
 CP3261
 CP3261                          SUPERSEDED SURVEY CONTROL
 CP3261
 CP3261  NAD 83(1992)-  32 55 41.35195(N)    091 51 22.99375(W) AD(       ) 3
 CP3261  NAD 83(1986)-  32 55 41.36052(N)    091 51 22.98952(W) AD(       ) 3
 CP3261  NGVD 29 (11/12/92)   45.63   (m)          149.7    (f) LEVELING    3  
 CP3261
 CP3261.Superseded values are not recommended for survey control.
 CP3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3261.See file dsdata.txt to determine how the superseded data were derived.
 CP3261
 CP3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0692143902(NAD 83)
 CP3261_MARKER: DR = REFERENCE MARK DISK
 CP3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3261_SP_SET: CONCRETE POST
 CP3261_STAMPING: BEEKMAN NO 1 1939
 CP3261_MARK LOGO: CGS   
 CP3261_PROJECTION: FLUSH
 CP3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3261+STABILITY: SURFACE MOTION
 CP3261
 CP3261  HISTORY     - Date     Condition        Report By
 CP3261  HISTORY     - 1939     MONUMENTED       CGS
 CP3261  HISTORY     - 1986     GOOD             LADTD
 CP3261
 CP3261                          STATION DESCRIPTION
 CP3261
 CP3261'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3261'18.1 KM (11.3 MI) NORTH FROM BASTROP.
 CP3261'18.1 KM (11.3 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3261'BASTROP TO THE REFERENCE MARK EAST OF THE HIGHWAY, 27 METERS (90.5
 CP3261'FEET) SOUTH-SOUTHEAST OF A POWER POLE, 10.1 METERS (33 FEET) EAST OF
 CP3261'THE CENTERLINE OF THE HIGHWAY AND 8.4 METERS (27.5 FEET)
 CP3261'SOUTH-SOUTHEAST OF A RIGHT-OF-WAY MARKER.
 CP3261'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP3261'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3262 ***********************************************************************
 CP3262  DESIGNATION -  BEEKMAN RM 3
 CP3262  PID         -  CP3262
 CP3262  STATE/COUNTY-  LA/MOREHOUSE
 CP3262  USGS QUAD   -  TWIN OAKS (1988)
 CP3262
 CP3262                         *CURRENT SURVEY CONTROL
 CP3262  ___________________________________________________________________
 CP3262* NAD 83(1992)-  32 55 39.11976(N)    091 51 23.38343(W)     ADJUSTED  
 CP3262* NAVD 88     -        45.406  (meters)     148.97   (feet)  ADJUSTED  
 CP3262  ___________________________________________________________________
 CP3262  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CP3262  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3262  DYNAMIC HT  -          45.357 (meters)     148.81  (feet)  COMP
 CP3262  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 CP3262
 CP3262  HORZ ORDER  -  THIRD
 CP3262  VERT ORDER  -  SECOND    CLASS I
 CP3262
 CP3262.The horizontal coordinates were established by classical geodetic methods
 CP3262.and adjusted by the National Geodetic Survey in September 1999..
 CP3262.No horizontal observational check was made to the station.
 CP3262
 CP3262.The orthometric height was determined by differential leveling
 CP3262.and adjusted by the National Geodetic Survey in June 1991..
 CP3262
 CP3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3262
 CP3262.The geoid height was determined by GEOID03.
 CP3262
 CP3262.The dynamic height is computed by dividing the NAVD 88
 CP3262.geopotential number by the normal gravity value computed on the
 CP3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3262.degrees latitude (g = 980.6199 gals.).
 CP3262
 CP3262.The modeled gravity was interpolated from observed gravity values.
 CP3262
 CP3262;                    North         East     Units Scale Factor Converg.
 CP3262;SPC LA N     -   269,346.916 1,060,190.540   MT  1.00006990   +0 20 24.8
 CP3262;SPC LA N     -   883,682.34  3,478,308.46   sFT  1.00006990   +0 20 24.8
 CP3262;UTM  15      - 3,643,833.294   606,911.602   MT  0.99974093   +0 37 17.9
 CP3262
 CP3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3262!SPC LA N     -   0.99999694  x   1.00006990  =   1.00006684
 CP3262!UTM  15      -   0.99999694  x   0.99974093  =   0.99973787
 CP3262
 CP3262                          SUPERSEDED SURVEY CONTROL
 CP3262
 CP3262  NAD 83(1992)-  32 55 39.12394(N)    091 51 23.38071(W) AD(       ) 3
 CP3262  NAD 83(1986)-  32 55 39.13262(N)    091 51 23.37631(W) AD(       ) 3
 CP3262  NGVD 29 (11/12/92)   45.42   (m)          149.0    (f) LEVELING    3  
 CP3262
 CP3262.Superseded values are not recommended for survey control.
 CP3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3262.See file dsdata.txt to determine how the superseded data were derived.
 CP3262
 CP3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0691243833(NAD 83)
 CP3262_MARKER: DR = REFERENCE MARK DISK
 CP3262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3262_SP_SET: CONCRETE POST
 CP3262_STAMPING: BEEKMAN 1939 NO 3 1986
 CP3262_MARK LOGO: NGS   
 CP3262_PROJECTION: FLUSH
 CP3262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3262+STABILITY: SURFACE MOTION
 CP3262
 CP3262  HISTORY     - Date     Condition        Report By
 CP3262  HISTORY     - 1986     MONUMENTED       LADTD
 CP3262
 CP3262                          STATION DESCRIPTION
 CP3262
 CP3262'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3262'18.1 KM (11.1 MI) NORTH FROM BASTROP.
 CP3262'18.1 KM (11.3 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP3262'BASTROP TO THE REFERENCE MARK EAST OF THE HIGHWAY, 14.6 METERS (48
 CP3262'FEET) SOUTHEAST OF A POWER POLE, 13.7 METERS (45 FEET) EAST OF THE
 CP3262'CENTERLINE OF THE HIGHWAY AND 2.4 METERS (8 FEET) SOUTH OF A 24-INCH
 CP3262'PINE TREE.
 CP3262'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CP3262'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3437 ***********************************************************************
 AU3437  DESIGNATION -  BEGNAUD
 AU3437  PID         -  AU3437
 AU3437  STATE/COUNTY-  LA/ST MARY
 AU3437  USGS QUAD   -  CYPREMORT POINT (1994)
 AU3437
 AU3437                         *CURRENT SURVEY CONTROL
 AU3437  ___________________________________________________________________
 AU3437* NAD 83(1992)-  29 42 42.12318(N)    091 52 36.59389(W)     ADJUSTED  
 AU3437* NAVD 88     -         0.6  **(meters)       2.   **(feet)  VERTCON   
 AU3437  **This station is located in a subsidence area (see below).
 AU3437  ___________________________________________________________________
 AU3437  X           -    -181,576.446 (meters)                     COMP
 AU3437  Y           -  -5,541,169.752 (meters)                     COMP
 AU3437  Z           -   3,142,644.709 (meters)                     COMP
 AU3437  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3437  ELLIP HEIGHT-         -25.29  (meters)          (01/21/93) GPS OBS
 AU3437  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU3437
 AU3437  HORZ ORDER  -  SECOND
 AU3437  ELLP ORDER  -  FOURTH    CLASS II
 AU3437
 AU3437.The horizontal coordinates were established by GPS observations
 AU3437.and adjusted by the National Geodetic Survey in January 1993..
 AU3437
 AU3437 ** The orthometric height has not been validated since last determined
 AU3437 ** by differential leveling and should not be used for control purposes.
 AU3437 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3437 ** area with valid NAVD 88 orthometric heights.
 AU3437 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3437 ** epoch indicated which incorporates improved geoid heights for the
 AU3437 ** Southern Louisiana Subsidence area.
 AU3437 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3437
 AU3437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3437
 AU3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3437
 AU3437.The ellipsoidal height was determined by GPS observations
 AU3437.and is referenced to NAD 83.
 AU3437
 AU3437.The geoid height was determined by GEOID03.
 AU3437
 AU3437;                    North         East     Units Scale Factor Converg.
 AU3437;SPC LA S     -   134,435.401   947,412.394   MT  0.99993840   -0 16 18.3
 AU3437;SPC LA S     -   441,060.14  3,108,302.16   sFT  0.99993840   -0 16 18.3
 AU3437;UTM  15      - 3,287,367.998   608,642.300   MT  0.99974563   +0 33 24.3
 AU3437
 AU3437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3437!SPC LA S     -   1.00000397  x   0.99993840  =   0.99994237
 AU3437!UTM  15      -   1.00000397  x   0.99974563  =   0.99974960
 AU3437
 AU3437                          SUPERSEDED SURVEY CONTROL
 AU3437
 AU3437  NAD 83(1986)-  29 42 42.14667(N)    091 52 36.58756(W) AD(       ) 2
 AU3437  NGVD 29 (03/26/92)    0.6    (m)            2.     (f) GPS OBS        
 AU3437
 AU3437.Superseded values are not recommended for survey control.
 AU3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3437.See file dsdata.txt to determine how the superseded data were derived.
 AU3437
 AU3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0864287368(NAD 83)
 AU3437_MARKER: A = ALUMINUM MARKER
 AU3437_SETTING: 0 = UNSPECIFIED SETTING
 AU3437_STAMPING: BEGNAUD 1991
 AU3437_MARK LOGO: NOS   
 AU3437_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AU3437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3437+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AU3437
 AU3437  HISTORY     - Date     Condition        Report By
 AU3437  HISTORY     - 1991     MONUMENTED       NOS
 AU3437  HISTORY     - 20050605 MARK NOT FOUND   PGSONS
 AU3437
 AU3437                          STATION DESCRIPTION
 AU3437
 AU3437'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AU3437'THE STATION IS LOCATED JUST SOUTH OF CYPREMORT POINT AT THE END OF
 AU3437'STATE ROAD 319. THE PROPERTY IS OWNED BY MR. GARY BEGNAUD,ROUTE B BOX
 AU3437'450 FRANKLIN, LA. 70538, OR CONTINUE ON SR 319 NORTH TO THE HOUSE
 AU3437'WITH THE BLUE ROOF ON CYPREMORT POINT.
 AU3437'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 83 AND STATE
 AU3437'ROAD 319. GO SOUTHWEST ON SR 319 FOR 1.61 KM (1.00 MI) TO THE
 AU3437'INTRACOASTAL WATERWAY BRIDGE, CONTINUE ON SR 319 FOR 11.43 KM
 AU3437'(7.10 MI) TO THE END OF THE PAVEMENT. TAKE DIRT AND SHELL ROAD (STILL
 AU3437'SR 319) SOUTH FOR 0.37 KM (0.23 MI) AND STATION ON LEFT IN THE MARSH.
 AU3437'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---BEGNAUD
 AU3437'1991--- ATTACHED TO A 42 INCH ALUMINUM ROD AND SET IN A 4 INCH
 AU3437'DIAMETER,4 FOOT, WHITE PVC DRIVEN IN THE GROUND WHICH HAS BEEN FILLED
 AU3437'AND SURROUNDED BY CONCRETE. IT IS 54.26 M (178.02 FT) EAST OF THE
 AU3437'EAST EDGE OFTHE CONCRETE BULKHEAD, 49.93 M (163.81 FT) SOUTHEAST OF
 AU3437'THE SOUTHEAST CORNER OF A BLUE AND WHITE METAL BUILDING, 47.31 M
 AU3437'(155.22 FT) EAST OF THE CENTERLINE OF THE ROAD, 27.13 M (89.01 FT)
 AU3437'NORTH OF THE WATERLINE AND MARSH BANK AND 0.61 M (2.00 FT) NORTH OF A
 AU3437'FIBERGLASS WITNESS POST. THE MARK PROJECTS 4INCHES.
 AU3437'DESCRIBED BY ALG
 AU3437
 AU3437                          STATION RECOVERY (2005)
 AU3437
 AU3437'RECOVERY NOTE BY PGS ONSHORE 2005 (DG)
 AU3437'STATION NOT RECOVERED DUE TO 100 FT WIDE WATER ACCESS CANAL BEING DUG
 AU3437'THROUGH STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3030 ***********************************************************************
 BK3030  DESIGNATION -  BEL
 BK3030  PID         -  BK3030
 BK3030  STATE/COUNTY-  LA/ALLEN
 BK3030  USGS QUAD   -  REEVES (1986)
 BK3030
 BK3030                         *CURRENT SURVEY CONTROL
 BK3030  ___________________________________________________________________
 BK3030* NAD 83(1992)-  30 31 19.69656(N)    093 05 00.50331(W)     ADJUSTED  
 BK3030* NAVD 88     -        26.5    (meters)      87.     (feet)  VERTCON   
 BK3030  ___________________________________________________________________
 BK3030  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BK3030  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK3030
 BK3030  HORZ ORDER  -  FIRST
 BK3030
 BK3030.The horizontal coordinates were established by classical geodetic methods
 BK3030.and adjusted by the National Geodetic Survey in January 1993..
 BK3030
 BK3030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3030
 BK3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3030
 BK3030.The geoid height was determined by GEOID03.
 BK3030
 BK3030;                    North         East     Units Scale Factor Converg.
 BK3030;SPC LA S     -   225,428.162   832,038.590   MT  0.99996700   -0 52 30.3
 BK3030;SPC LA S     -   739,592.23  2,729,779.94   sFT  0.99996700   -0 52 30.3
 BK3030;UTM  15      - 3,376,647.733   491,991.686   MT  0.99960079   -0 02 32.6
 BK3030
 BK3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3030!SPC LA S     -   1.00000011  x   0.99996700  =   0.99996711
 BK3030!UTM  15      -   1.00000011  x   0.99960079  =   0.99960090
 BK3030
 BK3030:                Primary Azimuth Mark                     Grid Az
 BK3030:SPC LA S     -  LE BLANC TRANSCON GAS CO MAST            093 32 09.6
 BK3030:UTM  15      -  LE BLANC TRANSCON GAS CO MAST            092 42 11.9
 BK3030
 BK3030|---------------------------------------------------------------------|
 BK3030| PID    Reference Object                     Distance      Geod. Az  |
 BK3030|                                                           dddmmss.s |
 BK3030| BK2998 LE BLANC TRANSCON GAS CO MAST       APPROX.13.3 KM 0923939.3 |
 BK3030| CV8063 BEL RM 1                             25.663 METERS 24255     |
 BK3030| BK1315 BAYNE 2                             APPROX. 8.4 KM 2633450.0 |
 BK3030| BK3038 LONGVILLE TRUNKLINE MICROWAVE       APPROX.16.3 KM 3011410.7 |
 BK3030| BK3031 BEL LOOKOUT TOWER                    26.105 METERS 32032     |
 BK3030| CV8064 BEL RM 2                             31.949 METERS 34228     |
 BK3030|---------------------------------------------------------------------|
 BK3030
 BK3030                          SUPERSEDED SURVEY CONTROL
 BK3030
 BK3030  NAD 83(1986)-  30 31 19.71608(N)    093 05 00.49561(W) AD(       ) 1
 BK3030  NAD 27      -  30 31 18.99683(N)    093 04 59.93815(W) AD(       ) 1
 BK3030  NGVD 29 (07/19/86)   26.5    (m)           87.     (f) VERT ANG       
 BK3030
 BK3030.Superseded values are not recommended for survey control.
 BK3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3030.See file dsdata.txt to determine how the superseded data were derived.
 BK3030
 BK3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9199276648(NAD 83)
 BK3030_MARKER: DS = TRIANGULATION STATION DISK
 BK3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3030
 BK3030  HISTORY     - Date     Condition        Report By
 BK3030  HISTORY     - 1963     MONUMENTED       CGS
 BK3030  HISTORY     - 1974     GOOD             NGS
 BK3030
 BK3030                          STATION DESCRIPTION
 BK3030
 BK3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3030'THE STATION IS LOCATED ABOUT 2 MILES WEST OF REEVES, 7-1/2
 BK3030'MILES NORTHWEST OF INDIAN VILLAGE, 0.1 MILE NORTH OF THE BEL
 BK3030'POST OFFICE, AT THE BEL STATE FOREST FIRE TOWER.
 BK3030'
 BK3030'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190
 BK3030'AND STATE HIGHWAY 113 IN THE VILLAGE OF REEVES, GO WEST ON
 BK3030'U.S. HIGHWAY 190 FOR 2.1 MILES TO A SIDE ROAD RIGHT (THIS
 BK3030'IS ABOUT 0.05 MILE BEFORE REACHING THE BEL POST OFFICE).
 BK3030'TURN RIGHT AND GO NORTH TO THE BEL FIRE TOWER AND STATION
 BK3030'AS DESCRIBED.
 BK3030'
 BK3030'THE STATION IS A STANDARD DISK STAMPED BEL 1963, SET IN A
 BK3030'10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 1 INCH FROM
 BK3030'THE GROUND SURFACE.  IT IS 87.5 FEET SOUTH-SOUTHEAST OF THE
 BK3030'CENTER OF THE LOOKOUT TOWER.  29.2 FEET SOUTHWEST OF A 3 INCH
 BK3030'DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  25.5 FEET WEST
 BK3030'OF A FENCE LINE.
 BK3030'
 BK3030'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEL NO 1 1963,
 BK3030'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH
 BK3030'WITH THE GROUND SURFACE.  IT IS 105 FEET SOUTH OF THE CENTER
 BK3030'OF THE LOOKOUT TOWER.  112 FEET SOUTHWEST OF A 3 INCH DIAMETER
 BK3030'CREOSOTE WOOD WITNESS POST AND SIGN.  2.0 FEET NORTH OF A
 BK3030'FENCE LINE.
 BK3030'
 BK3030'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEL NO 2 1963,
 BK3030'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH
 BK3030'WITH THE GROUND SURFACE.  IT IS 41.0 FEET NORTH-NORTHEAST
 BK3030'OF THE CENTER OF THE LOOKOUT TOWER.  103.0 FEET NORTHWEST OF A
 BK3030'3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  104.0
 BK3030'FEET SOUTH OF A FENCE LINE.
 BK3030'
 BK3030'HEIGHT OF LIGHT ABOVE STATION MARK 26.02 METERS.
 BK3030
 BK3030                          STATION RECOVERY (1974)
 BK3030
 BK3030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3030'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BK3030'CONDITION.  THE DISTANCE TO BOTH REFERENCE MARKS CHECKED.
 BK3030'THE DIRECTION TO REFERENCE MARK 2 CHECKED AND REFERENCE MARK
 BK3030'1 WAS MISSED BY 01 MINUTE AND 45.5 SECONDS.  THE MEASUREMENT
 BK3030'TO THE CENTER BASE OF THE BEL LOOKOUT TOWER USFS 1941 WAS
 BK3030'FOUND SHORTER BY 0.013 METERS AND THE DIRECTION WAS MISSED
 BK3030'BY 01 MINUTE AND 08.6 SECONDS.  A COMPLETE NEW DESCRIPTION
 BK3030'FOLLOWS.
 BK3030'
 BK3030'STATION IS ABOUT 15 MILES WEST-NORTHWEST OF KINDER, 9 MILES
 BK3030'EAST OF THE JUNCTION OF U.S. HIGHWAYS 171 AND 190, 2 MILES
 BK3030'WEST OF THE JUNCTION OF U.S. HIGHWAY 190 AND STATE HIGHWAY
 BK3030'113 IN REEVES, JUST NORTH OF U.S. HIGHWAY 190, AT THE SITE
 BK3030'OF THE BEL FIRE TOWER AND ON PROPERTY OWNED BY THE J.A. BEL,
 BK3030'ET AL LAND DEPARTMENT.  PERMISSION GRANTED BY WILLIAM BLAKE,
 BK3030'414 PUJO STREET, LAKE CHARLES, LOUISIANA.  PHONE NUMBER
 BK3030'436-9401.
 BK3030'
 BK3030'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190
 BK3030'AND STATE HIGHWAY 113 IN REEVES, GO WEST ON HIGHWAY 190 FOR
 BK3030'2.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 BK3030'ON THE PAVED ROAD FOR 0.2 MILE TO THE BEL FIRE TOWER ON THE
 BK3030'RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 BK3030'
 BK3030'STATION MARK, STAMPED BEL 1963, IS A STANDARD DISK SET IN A
 BK3030'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE 1963 DESCRIPTION
 BK3030'STATES THAT THERE IS AN UNDERGROUND MARK.  THEY ARE 146 FEET
 BK3030'EAST OF CENTER OF THE PAVED ROAD, 71 FEET SOUTHEAST OF THE
 BK3030'SOUTHEAST LEG OF THE FIRE TOWER, 48 FEET NORTHWEST OF A
 BK3030'FENCE CORNER, 37.5 FEET NORTH OF A FENCE, 29.5 FEET SOUTHWEST
 BK3030'OF A WOODEN WITNESS POST AND 26 FEET WEST OF A FENCE.
 BK3030'
 BK3030'REFERENCE MARK 1, STAMPED BEL NO 1 1963, IS A STANDARD DISK SET
 BK3030'IN A SQUARE CONCRETE POST WHICH IS ABOUT 1-INCH BELOW THE
 BK3030'GROUND SURFACE.  IT IS 98 FEET SOUTH OF THE SOUTHEAST LEG
 BK3030'OF THE FIRE TOWER, 71 FEET EAST OF CENTER OF THE ROAD, 43 FEET
 BK3030'EAST OF A FENCE AND 1 FOOT NORTH OF A FENCE.
 BK3030'
 BK3030'REFERENCE MARK 2, BEL NO 2 1963, IS A STANDARD DISK SET IN
 BK3030'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 112 FEET
 BK3030'EAST OF CENTER OF THE PAVED ROAD, 57 FEET WEST OF A FENCE
 BK3030'CORNER, 40.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BK3030'SMALL BUILDING, 26 FEET NORTH OF THE NORTHEAST LEG OF THE
 BK3030'FIRE TOWER AND 1 FOOT SOUTH OF A FENCE.
 BK3030'
 BK3030'NOTE--THE MEASUREMENT TO THE FIRE TOWER IS TO THE CENTER BASE.
 BK3030'
 BK3030'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BK3030'
 BK3030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BK3030'WEST OF REEVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1286 ***********************************************************************
 AT1286  DESIGNATION -  BEL 1934
 AT1286  PID         -  AT1286
 AT1286  STATE/COUNTY-  LA/PLAQUEMINES
 AT1286  USGS QUAD   -  BLACK BAY SOUTH (1992)
 AT1286
 AT1286                         *CURRENT SURVEY CONTROL
 AT1286  ___________________________________________________________________
 AT1286* NAD 83(1992)-  29 34 41.80877(N)    089 34 55.67363(W)     ADJUSTED  
 AT1286* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1286  **This station is located in a subsidence area (see below).
 AT1286  ___________________________________________________________________
 AT1286  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AT1286  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AT1286
 AT1286  HORZ ORDER  -  SECOND
 AT1286
 AT1286.The horizontal coordinates were established by classical geodetic methods
 AT1286.and adjusted by the National Geodetic Survey in May 1994..
 AT1286
 AT1286 ** The orthometric height has not been validated since last determined
 AT1286 ** by differential leveling and should not be used for control purposes.
 AT1286 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1286 ** area with valid NAVD 88 orthometric heights.
 AT1286 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1286 ** epoch indicated which incorporates improved geoid heights for the
 AT1286 ** Southern Louisiana Subsidence area.
 AT1286 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1286.The orthometric height was scaled from a topographic map.
 AT1286
 AT1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1286
 AT1286.The geoid height was determined by GEOID03.
 AT1286
 AT1286;                    North         East     Units Scale Factor Converg.
 AT1286;SPC LA S     -   120,818.745 1,169,662.161   MT  0.99995276   +0 52 32.2
 AT1286;SPC LA S     -   396,386.17  3,837,466.61   sFT  0.99995276   +0 52 32.2
 AT1286;UTM  16      - 3,274,840.210   249,869.434   MT  1.00037205   -1 16 30.8
 AT1286
 AT1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1286!SPC LA S     -   1.00000389  x   0.99995276  =   0.99995665
 AT1286!UTM  16      -   1.00000389  x   1.00037205  =   1.00037595
 AT1286
 AT1286                          SUPERSEDED SURVEY CONTROL
 AT1286
 AT1286  NAD 83(1992)-  29 34 41.80873(N)    089 34 55.67359(W) AD(       ) 2
 AT1286  NAD 83(1986)-  29 34 41.81689(N)    089 34 55.67827(W) AD(       ) 2
 AT1286  NAD 27      -  29 34 41.05200(N)    089 34 55.46400(W) AD(       ) 2
 AT1286
 AT1286.Superseded values are not recommended for survey control.
 AT1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1286.See file dsdata.txt to determine how the superseded data were derived.
 AT1286
 AT1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4986974840(NAD 83)
 AT1286_MARKER: DS = TRIANGULATION STATION DISK
 AT1286_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1286_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1286
 AT1286  HISTORY     - Date     Condition        Report By
 AT1286  HISTORY     - 1934     MONUMENTED       CGS
 AT1286  HISTORY     - 1952     GOOD             CGS
 AT1286  HISTORY     - 1958     SEE DESCRIPTION  CGS
 AT1286  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT1286
 AT1286                          STATION DESCRIPTION
 AT1286
 AT1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1286'ON THE S SIDE OF
 AT1286'BLACK BAY AT
 AT1286'BEL-LA-PASS, IN HARD MARSH GROUND AMONG MANGROVE
 AT1286'BUSHES ON THE E SIDE OF THE N
 AT1286'ENTRANCE TO THE PASS, 37 METERS
 AT1286'(121 FEET) INSHORE FROM THE PASS, AND 27 METERS
 AT1286'(89 FEET) FROM A
 AT1286'SMALL SLOUGH TO THE SW.  THE STATION IS MARKED BY A STANDARD
 AT1286'BRONZE DISK SET
 AT1286'IN CONCRETE AT THE TOP OF A TILE.
 AT1286'REFERENCE MARK NO. 1 IS A
 AT1286'STANDARD BRONZE REFERENCE DISK SET IN
 AT1286'CONCRETE.  IS IN
 AT1286'HARD MARSH GROUND AMONG
 AT1286'MANGROVE BUSHES 11.835 METERS (38.83 FEET) FROM THE
 AT1286'STATION.  REFERENCE
 AT1286'MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET IN CONCRETE
 AT1286'IS IN HARD MARSH GROUND AMONG MANGROVE
 AT1286'BUSHES 13.531 METERS (44.39 FEET)
 AT1286'FROM THE STATION.  THE DISTANCE
 AT1286'BETWEEN THE REFERENCE MARKS IS 20.375 METERS (66.85 FEET).
 AT1286
 AT1286                          STATION RECOVERY (1952)
 AT1286
 AT1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1286'STATION AND R.M. 1 RECOVERED IN
 AT1286'GOOD CONDITION.  A
 AT1286'THOROUGH SEARCH OF AREA INDICATED BY MEASUREMENTS
 AT1286'FROM STATION AND R.M. 1 FAILED TO
 AT1286'DISCLOSE ANY TRACE OF
 AT1286'R.M. 2.  ORIGINAL DESCRIPTION IS COMPLETE AND
 AT1286'ADEQUATE EXCEPT DISTANCE
 AT1286'TO SHORELINE IS NOW 13.8 METERS TO S AND A 6-FOOT STAND IS
 AT1286'IN PLACE OVER STATION.
 AT1286
 AT1286                          STATION RECOVERY (1958)
 AT1286
 AT1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FMB)
 AT1286'MONUMENT FOUND IN GOOD CONDITION.
 AT1286'
 AT1286'ORIGINAL DESCRIPTION ADEQUATE.
 AT1286'
 AT1286'7 FOOT WOOD SURVEY TOWER OVER STATION AT TIME OF RECOVERY.
 AT1286
 AT1286                          STATION RECOVERY (1966)
 AT1286
 AT1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1286'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  THE REFERENCE
 AT1286'MARKS WERE FOUND
 AT1286'TO HAVE BEEN DESTROYED.  THE STATION IS NOW IN THE EDGE
 AT1286'OF THE WATER AND WILL BE LOST DUE
 AT1286'TO EROSION IN A SHORT TIME.  A NEW
 AT1286'STATION WAS ESTABLISHED AT THIS TIME.
 AT1286'
 AT1286'NOTE- SEE BEL 2 1966 FOR A COMPLETE NEW DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1284 ***********************************************************************
 AT1284  DESIGNATION -  BEL 2
 AT1284  PID         -  AT1284
 AT1284  STATE/COUNTY-  LA/PLAQUEMINES
 AT1284  USGS QUAD   -  BLACK BAY SOUTH (1992)
 AT1284
 AT1284                         *CURRENT SURVEY CONTROL
 AT1284  ___________________________________________________________________
 AT1284* NAD 83(1992)-  29 34 42.94348(N)    089 34 53.21878(W)     ADJUSTED  
 AT1284* NAVD 88     -         2.6  **(meters)       9.   **(feet)  VERTCON   
 AT1284  **This station is located in a subsidence area (see below).
 AT1284  ___________________________________________________________________
 AT1284  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AT1284  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AT1284
 AT1284  HORZ ORDER  -  THIRD
 AT1284
 AT1284.The horizontal coordinates were established by classical geodetic methods
 AT1284.and adjusted by the National Geodetic Survey in May 1994..
 AT1284
 AT1284 ** The orthometric height has not been validated since last determined
 AT1284 ** by differential leveling and should not be used for control purposes.
 AT1284 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1284 ** area with valid NAVD 88 orthometric heights.
 AT1284 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1284 ** epoch indicated which incorporates improved geoid heights for the
 AT1284 ** Southern Louisiana Subsidence area.
 AT1284 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1284
 AT1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1284
 AT1284.The geoid height was determined by GEOID03.
 AT1284
 AT1284;                    North         East     Units Scale Factor Converg.
 AT1284;SPC LA S     -   120,854.687 1,169,727.687   MT  0.99995272   +0 52 33.5
 AT1284;SPC LA S     -   396,504.09  3,837,681.59   sFT  0.99995272   +0 52 33.5
 AT1284;UTM  16      - 3,274,873.682   249,936.290   MT  1.00037163   -1 16 29.7
 AT1284
 AT1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1284!SPC LA S     -   1.00000347  x   0.99995272  =   0.99995619
 AT1284!UTM  16      -   1.00000347  x   1.00037163  =   1.00037510
 AT1284
 AT1284:                Primary Azimuth Mark                     Grid Az
 AT1284:SPC LA S     -  STONE ISLAND MICROWAVE TOWER             089 11 33.0
 AT1284:UTM  16      -  STONE ISLAND MICROWAVE TOWER             091 20 36.2
 AT1284
 AT1284|---------------------------------------------------------------------|
 AT1284| PID    Reference Object                     Distance      Geod. Az  |
 AT1284|                                                           dddmmss.s |
 AT1284| AT1285 STONE ISLAND MICROWAVE TOWER        APPROX. 4.3 KM 0900406.5 |
 AT1284| DD6333 BEL 2 RM 3                           14.467 METERS 10002     |
 AT1284| DD6334 BEL 2 RM 4                           13.795 METERS 18510     |
 AT1284| AT1286 BEL 1934                             74.740 METERS 24208     |
 AT1284|---------------------------------------------------------------------|
 AT1284
 AT1284                          SUPERSEDED SURVEY CONTROL
 AT1284
 AT1284  NAD 83(1992)-  29 34 42.94343(N)    089 34 53.21875(W) AD(       ) 3
 AT1284  NAD 83(1986)-  29 34 42.95156(N)    089 34 53.22348(W) AD(       ) 3
 AT1284  NAD 27      -  29 34 42.18670(N)    089 34 53.00920(W) AD(       ) 3
 AT1284  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 AT1284
 AT1284.Superseded values are not recommended for survey control.
 AT1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1284.See file dsdata.txt to determine how the superseded data were derived.
 AT1284
 AT1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4993674874(NAD 83)
 AT1284_MARKER: DS = TRIANGULATION STATION DISK
 AT1284_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1284+WITH SETTING: INFORMATION.
 AT1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1284
 AT1284  HISTORY     - Date     Condition        Report By
 AT1284  HISTORY     - 1966     MONUMENTED       CGS
 AT1284  HISTORY     - 1969     GOOD             CGS
 AT1284
 AT1284                          STATION DESCRIPTION
 AT1284
 AT1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1284'STATION IS LOCATED NEAR THE WEST END OF BELLE ISLE IN MARSHLAND, ON
 AT1284'THE NORTHEAST SIDE
 AT1284'OF BEL LA PASS, ABOUT 3-1/2 MILES EAST-SOUTHEAST OF
 AT1284'BAY GARDENE, 2 MILES SOUTHWEST OF
 AT1284'LONESOME ISLAND AND 2 MILES EAST OF STONE ISLAND.
 AT1284'
 AT1284'STATION MARK, A STANDARD DISK STAMPED BEL 2 1966, IS CRIMPED TO THE
 AT1284'TOP OF A 5/8 INCH
 AT1284'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED IN
 AT1284'A 4 INCH ORANGEBURG PIPE WHICH
 AT1284'PROJECTS 2.6 FEET.  IT IS 350 FEET EAST
 AT1284'OF THE WEST END OF THE ISLAND, 250 FEET SOUTH OF
 AT1284'THE NORTH EDGE OF THE
 AT1284'ISLAND, 200 FEET NORTH OF THE WATERS EDGE AND 1.1 FEET
 AT1284'EAST-SOUTHEAST OF A METAL WITNESS POST.
 AT1284'
 AT1284'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEL 2 NO 3 1966, IS
 AT1284'CRIMPED TO THE TOP
 AT1284'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1284'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1284'PIPE WHICH PROJECTS 2 FEET.  IT IS
 AT1284'48.4 FEET EAST OF THE METAL WITNESS POST.
 AT1284'
 AT1284'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BEL 2 NO 4 1966, IS
 AT1284'CRIMPED TO THE TOP
 AT1284'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1284'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1284'PIPE WHICH PROJECTS 2.3 FEET.  IT
 AT1284'IS 132 FEET NORTH OF THE WATERS EDGE AND 46 FEET SOUTH
 AT1284'OF THE METAL WITNESS POST.
 AT1284'
 AT1284'NO AZIMUTH MARK SET.
 AT1284'NOTE- STATION CAN
 AT1284'BE REACHED BY FLOAT PLANE, HELICOPTER OR BOAT ONLY.
 AT1284'
 AT1284'HEIGHT OF LIGHT ABOVE STATION MARK 3.85 METERS.
 AT1284
 AT1284                          STATION RECOVERY (1969)
 AT1284
 AT1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1284'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1284'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT1284'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3031 ***********************************************************************
 BK3031  DESIGNATION -  BEL LOOKOUT TOWER
 BK3031  PID         -  BK3031
 BK3031  STATE/COUNTY-  LA/ALLEN
 BK3031  USGS QUAD   -  REEVES (1986)
 BK3031
 BK3031                         *CURRENT SURVEY CONTROL
 BK3031  ___________________________________________________________________
 BK3031* NAD 83(1992)-  30 31 20.35092(N)    093 05 01.12579(W)     ADJUSTED  
 BK3031* NAVD 88     -                                                        
 BK3031  ___________________________________________________________________
 BK3031  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BK3031  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK3031
 BK3031  HORZ ORDER  -  THIRD
 BK3031
 BK3031.The horizontal coordinates were established by classical geodetic methods
 BK3031.and adjusted by the National Geodetic Survey in January 1993..
 BK3031
 BK3031
 BK3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3031
 BK3031.The geoid height was determined by GEOID03.
 BK3031
 BK3031;                    North         East     Units Scale Factor Converg.
 BK3031;SPC LA S     -   225,448.563   832,022.305   MT  0.99996703   -0 52 30.6
 BK3031;SPC LA S     -   739,659.16  2,729,726.51   sFT  0.99996703   -0 52 30.6
 BK3031;UTM  15      - 3,376,667.888   491,975.113   MT  0.99960079   -0 02 32.9
 BK3031
 BK3031                          SUPERSEDED SURVEY CONTROL
 BK3031
 BK3031  NAD 83(1986)-  30 31 20.37069(N)    093 05 01.11773(W) AD(       ) 4
 BK3031  NAD 27      -  30 31 19.65132(N)    093 05 00.56076(W) AD(       ) 3
 BK3031
 BK3031.Superseded values are not recommended for survey control.
 BK3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3031.See file dsdata.txt to determine how the superseded data were derived.
 BK3031
 BK3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9197576668(NAD 83)
 BK3031_MARKER: 57 = LOOKOUT TOWER
 BK3031
 BK3031  HISTORY     - Date     Condition        Report By
 BK3031  HISTORY     - 1941     FIRST OBSERVED   CGS
 BK3031  HISTORY     - 1943     GOOD             CGS
 BK3031  HISTORY     - 1963     GOOD             CGS
 BK3031  HISTORY     - 1974     GOOD             NGS
 BK3031
 BK3031                          STATION DESCRIPTION
 BK3031
 BK3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3031'STATION IS LOCATED IN SECTION 21, T 8 S, R 7 W ABOUT 0.15
 BK3031'MILE NORTHEAST OF BEL POST OFFICE.  IT IS A STANDARD U.S.
 BK3031'FOREST SERVICE LOOKOUT TOWER, 100 FEET HIGH, WITH A 10 FOOT
 BK3031'SQUARE CABIN AT THE TOP.
 BK3031'
 BK3031'OBSERVATIONS MADE TO APEX OF PEAKED ROOF.
 BK3031
 BK3031                          STATION RECOVERY (1943)
 BK3031
 BK3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BDC)
 BK3031'TOWER STILL STANDING.
 BK3031
 BK3031                          STATION RECOVERY (1963)
 BK3031
 BK3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3031'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 BK3031'GOOD CONDITION.  A MEASUREMENT OF 85.66 FEET.  26.110 METERS
 BK3031'(SE) WAS MADE TO TRIANGULATION STATION BEL.
 BK3031
 BK3031                          STATION RECOVERY (1974)
 BK3031
 BK3031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3031'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK3031'
 BK3031'NOTE--A STEEL TAPE DISTANCE CONNECTION WAS MADE TO THE CENTER
 BK3031'OF THE BASE OF THE LOOKOUT TOWER FROM TRIANGULATION STATION
 BK3031'BEL 1963, THE DISTANCE BEING 85.62 FEET OR 26.097 METERS.
 BK3031'
 BK3031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.15 MILE
 BK3031'NORTHEAST OF BEL POST OFFICE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3032 ***********************************************************************
 BK3032  DESIGNATION -  BEL LOOKOUT TOWER USFS
 BK3032  PID         -  BK3032
 BK3032  STATE/COUNTY-  LA/ALLEN
 BK3032  USGS QUAD   -  REEVES (1986)
 BK3032
 BK3032                         *CURRENT SURVEY CONTROL
 BK3032  ___________________________________________________________________
 BK3032* NAD 83(1992)-  30 31 19.98041(N)    093 05 01.13285(W)     ADJUSTED  
 BK3032* NAVD 88     -                                                        
 BK3032  ___________________________________________________________________
 BK3032  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BK3032  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK3032
 BK3032  HORZ ORDER  -  THIRD
 BK3032
 BK3032.The horizontal coordinates were established by classical geodetic methods
 BK3032.and adjusted by the National Geodetic Survey in January 1993..
 BK3032
 BK3032
 BK3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3032
 BK3032.The geoid height was determined by GEOID03.
 BK3032
 BK3032;                    North         East     Units Scale Factor Converg.
 BK3032;SPC LA S     -   225,437.158   832,021.942   MT  0.99996701   -0 52 30.6
 BK3032;SPC LA S     -   739,621.74  2,729,725.32   sFT  0.99996701   -0 52 30.6
 BK3032;UTM  15      - 3,376,656.483   491,974.916   MT  0.99960079   -0 02 32.9
 BK3032
 BK3032                          SUPERSEDED SURVEY CONTROL
 BK3032
 BK3032  NAD 83(1986)-  30 31 19.99975(N)    093 05 01.12554(W) AD(       ) 4
 BK3032  NAD 27      -  30 31 19.27741(N)    093 05 00.56949(W) AD(       ) 3
 BK3032
 BK3032.Superseded values are not recommended for survey control.
 BK3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3032.See file dsdata.txt to determine how the superseded data were derived.
 BK3032
 BK3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9197576656(NAD 83)
 BK3032_MARKER: 57 = LOOKOUT TOWER
 BK3032
 BK3032  HISTORY     - Date     Condition        Report By
 BK3032  HISTORY     - 1941     FIRST OBSERVED   USFS
 BK3032
 BK3032                          STATION DESCRIPTION
 BK3032
 BK3032'DESCRIBED BY US FOREST SERVICE 1941 (HJH)
 BK3032'STATION IS IN SECTION 21, T 8 S, R 7 W, ABOUT 0.15 MILE NE OF BEL
 BK3032'POST OFFICE.  IT IS A STANDARD U.S. FOREST SERVICE LOOKOUT TOWER,
 BK3032'100 FEET HIGH, WITH A 10-FOOT SQUARE CABIN AT THE TOP.
 BK3032'
 BK3032'OBSERVATIONS MADE TO APEX OF PEAKED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8218 ***********************************************************************
 AC8218  DESIGNATION -  BELCHER 2
 AC8218  PID         -  AC8218
 AC8218  STATE/COUNTY-  LA/CADDO
 AC8218  USGS QUAD   -  DIXIE (1982)
 AC8218
 AC8218                         *CURRENT SURVEY CONTROL
 AC8218  ___________________________________________________________________
 AC8218* NAD 83(1986)-  32 44 33.     (N)    093 50 03.     (W)     SCALED    
 AC8218* NAVD 88     -        56.977  (meters)     186.93   (feet)  ADJUSTED  
 AC8218  ___________________________________________________________________
 AC8218  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AC8218  DYNAMIC HT  -          56.914 (meters)     186.73  (feet)  COMP
 AC8218  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 AC8218
 AC8218  VERT ORDER  -  SECOND    CLASS I
 AC8218
 AC8218.The horizontal coordinates were scaled from a topographic map and have
 AC8218.an estimated accuracy of +/- 6 seconds.
 AC8218
 AC8218.The orthometric height was determined by differential leveling
 AC8218.and adjusted by the National Geodetic Survey in September 1998..
 AC8218
 AC8218.The geoid height was determined by GEOID03.
 AC8218
 AC8218.The dynamic height is computed by dividing the NAVD 88
 AC8218.geopotential number by the normal gravity value computed on the
 AC8218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8218.degrees latitude (g = 980.6199 gals.).
 AC8218
 AC8218.The modeled gravity was interpolated from observed gravity values.
 AC8218
 AC8218;                    North         East    Units  Estimated Accuracy
 AC8218;SPC LA N     -   249,420.      874,960.      MT  (+/- 180 meters Scaled)
 AC8218
 AC8218                          SUPERSEDED SURVEY CONTROL
 AC8218
 AC8218.No superseded survey control is available for this station.
 AC8218
 AC8218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218230(NAD 83)
 AC8218_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8218_STAMPING: BELCHER 2 1990
 AC8218_MARK LOGO: NGS   
 AC8218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8218+STABILITY: SURFACE MOTION
 AC8218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8218+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 AC8218
 AC8218  HISTORY     - Date     Condition        Report By
 AC8218  HISTORY     - 1990     MONUMENTED       LADTD
 AC8218  HISTORY     - 19940817 GOOD             LADTD
 AC8218
 AC8218                          STATION DESCRIPTION
 AC8218
 AC8218'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8218'THE STATION IS LOCATED ABOUT 48.3 KM (30.00 MI) NORTH OF SHREVEPORT
 AC8218'AND 1.3 KM (0.80 MI) SOUTH OF BELCHER.  OWNERSHIP--LOUISIANA
 AC8218'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 AC8218'FROM THE POST OFFICE IN BELCHER, GO SOUTH FOR 1.3 KM (0.80 MI) ON
 AC8218'STATE HIGHWAY 3049 TO THE STATION ON THE LEFT, SET NEAR A TELEGRAPH
 AC8218'POLE. THE STATION IS 96.6 M (316.9 FT) NORTH-NORTHEAST FROM THE CENTER
 AC8218'OF THE EAST END OF A CONCRETE CROSSDRAIN UNDER THE HIGHWAY, 9.1 M
 AC8218'(29.9 FT) EAST FROM THE CENTER OF THE HIGHWAY, 1.2 M (3.9 FT) EAST
 AC8218'FROM A TELEGRAPH POLE NUMBER 50000-23 AND 0.3 M (1.0 FT) WEST FROM A
 AC8218'METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 AC8218'GROUND AND ABOUT 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC8218'MEASURMENT BETWEEN THE STATION MARK AND REFERENCE MARK 3 IS 119.86 FT,
 AC8218'(36.53 M) THE MEASURMENT BETWEEN THE STATION MARK AND REFERENCE MARK 5
 AC8218'IS 143.88 FT, (43.85 M) THE MEASURMENT BETWEEN THE TWO REFERENCE MARKS
 AC8218'IS 262.38 FT.
 AC8218
 AC8218                          STATION RECOVERY (1994)
 AC8218
 AC8218'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (TLH)
 AC8218'THE STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTH OF BELCHER, 7.0 MI
 AC8218'(11.3 KM) EAST-SOUTHEAST OF OIL CITY AND 15.0 MI (24.1 KM) NORTH OF
 AC8218'SHREVEPORT.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AC8218'DEVELOPMENT.  TO REACH THE STATION FROM THE POST OFFICE IN BELCHER, GO
 AC8218'SOUTH FOR 0.8 MI (1.3 KM) ON STATE HIGHWAY 3049 TO THE STATION SET ON
 AC8218'THE LEFT NEAR A TELEGRAPH POLE.  THE STATION IS 317.0 FT (96.6 M)
 AC8218'NORTH-NORTHEAST FROM THE CENTER OF THE EAST END OF A CONCRETE CROSS
 AC8218'DRAIN UNDER THE HIGHWAY, 30.0 FT (9.1 M) EAST FROM THE CENTER OF THE
 AC8218'HIGHWAY, 4.0 FT (1.2 M) EAST FROM TELEGRAPH POLE NUMBER 5000-34, 1.0
 AC8218'FT (0.3 M) WEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH
 AC8218'WITH THE GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF
 AC8218'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2152 ***********************************************************************
 CQ2152  DESIGNATION -  BELCHER AZ MK
 CQ2152  PID         -  CQ2152
 CQ2152  STATE/COUNTY-  LA/CADDO
 CQ2152  USGS QUAD   -  DIXIE (1982)
 CQ2152
 CQ2152                         *CURRENT SURVEY CONTROL
 CQ2152  ___________________________________________________________________
 CQ2152* NAD 83(1986)-  32 44 04.     (N)    093 50 03.     (W)     SCALED    
 CQ2152* NAVD 88     -        57.075  (meters)     187.25   (feet)  ADJUSTED  
 CQ2152  ___________________________________________________________________
 CQ2152  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2152  DYNAMIC HT  -          57.011 (meters)     187.04  (feet)  COMP
 CQ2152  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 CQ2152
 CQ2152  VERT ORDER  -  FIRST     CLASS I
 CQ2152
 CQ2152.The horizontal coordinates were scaled from a topographic map and have
 CQ2152.an estimated accuracy of +/- 6 seconds.
 CQ2152
 CQ2152.The orthometric height was determined by differential leveling
 CQ2152.and adjusted by the National Geodetic Survey in June 1991..
 CQ2152
 CQ2152.The geoid height was determined by GEOID03.
 CQ2152
 CQ2152.The dynamic height is computed by dividing the NAVD 88
 CQ2152.geopotential number by the normal gravity value computed on the
 CQ2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2152.degrees latitude (g = 980.6199 gals.).
 CQ2152
 CQ2152.The modeled gravity was interpolated from observed gravity values.
 CQ2152
 CQ2152;                    North         East    Units  Estimated Accuracy
 CQ2152;SPC LA N     -   248,520.      874,950.      MT  (+/- 180 meters Scaled)
 CQ2152
 CQ2152                          SUPERSEDED SURVEY CONTROL
 CQ2152
 CQ2152  NGVD 29 (??/??/??)   57.132  (m)          187.44   (f) ADJUSTED    1 1
 CQ2152
 CQ2152.Superseded values are not recommended for survey control.
 CQ2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2152.See file dsdata.txt to determine how the superseded data were derived.
 CQ2152
 CQ2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218221(NAD 83)
 CQ2152_MARKER: DZ = AZIMUTH MARK DISK
 CQ2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2152_SP_SET: CONCRETE POST
 CQ2152_STAMPING: BELCHER 1950
 CQ2152_MARK LOGO: CGS   
 CQ2152_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2152+STABILITY: SURFACE MOTION
 CQ2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2152+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 CQ2152
 CQ2152  HISTORY     - Date     Condition        Report By
 CQ2152  HISTORY     - 1950     MONUMENTED       CGS
 CQ2152  HISTORY     - 1977     GOOD             NGS
 CQ2152  HISTORY     - 19900320 GOOD             LADTD
 CQ2152  HISTORY     - 19940817 GOOD             LADTD
 CQ2152  HISTORY     - 19991018 MARK NOT FOUND   USPSQD
 CQ2152
 CQ2152                          STATION DESCRIPTION
 CQ2152
 CQ2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2152'1.2 MI SOUTH FROM BELCHER.
 CQ2152'THE STATION IS A STANDARD DISC SET IN TOP OF CONCRETE POST, LOCATED IN
 CQ2152'CADDO PARISH, LOUISIANA, 0.5 MILE SOUTH OF BELCHER ON HIGHWAY NO. 71,
 CQ2152'0.1 MILE SOUTH OF R.R. CROSSING AT A POINT WHERE A PRIVATE ROAD LEADS
 CQ2152'TO SOUTHWEST ALONG SOUTHEAST EDGE OF A CULTIVATED FIELD, 55 FT WEST
 CQ2152'OF CENTER OF PAVEMENT AND 44 FT NORTH BY WEST OF PRIVATE ROAD, ON LAND
 CQ2152'BELONGING TO DR. TOOKE.
 CQ2152'RECOVERED AS DESCRIBED.
 CQ2152
 CQ2152                          STATION RECOVERY (1990)
 CQ2152
 CQ2152'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ2152'THE STATION IS LOCATED ABOUT 47.5 KM (29.50 MI) NORTH OF SHREVEPORT
 CQ2152'AND 2.1 KM (1.30 MI) SOUTH OF BELCHER.  OWNERSHIP--UNKNOWN. TO REACH
 CQ2152'THE STATION FROM THE POST OFFICE IN BELCHER, GO SOUTH FOR 2.1 KM (1.30
 CQ2152'MI) ON STATE HIGHWAY 3049 TO THE STATION OF THE LEFT. THE STATION IS
 CQ2152'37.8 M (124.0 FT) EAST FROM THE CENTER OF THE HIGHWAY, 17.8 M (58.4
 CQ2152'FT) SOUTH FROM A TELEPHONE JUNCTION BOX NUMBER 5032, 4.6 M (15.1 FT)
 CQ2152'SOUTH FROM THE CENTER OF A DRIVE, 0.8 M (2.6 FT) WEST FROM A FENCE AND
 CQ2152'0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 CQ2152'MARK IS PROJECTING 7.6 CM (3 IN) ABOVE THE SURFACE OF THE GROUND AND
 CQ2152'ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CQ2152
 CQ2152                          STATION RECOVERY (1994)
 CQ2152
 CQ2152'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (TLH)
 CQ2152'THE STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH OF BELCHER, 7.2 MI
 CQ2152'(11.6 KM) EAST-SOUTHEAST OF OIL CITY AND 14.5 MI (23.3 KM) NORTH OF
 CQ2152'SHREVEPORT.  OWNERSHIP--UNKNOWN TO REACH THE STATION FROM THE POST
 CQ2152'OFFICE IN BELCHER, GO SOUTH FOR 1.3 MI (2.1 KM) ON STATE HIGHWAY 3049
 CQ2152'TO THE STATION SET ON THE LEFT AND ACROSS THE ABANDONDED RAILROAD
 CQ2152'RIGHT-OF-WAY.  THE STATION IS 124.0 FT (37.8 M) EAST FROM THE CENTER
 CQ2152'OF THE HIGHWAY, 58.5 FT (17.8 M) SOUTH FROM TELEPHONE JUNCTION BOX
 CQ2152'NUMBER 5032, 15.0 FT (4.6 M) SOUTH FROM THE CENTER OF A DRIVE, 2.5 FT
 CQ2152'(0.8 M) WEST FROM A FENCE, 2.0 FT (0.6 M) WEST FROM A METAL WITNESS
 CQ2152'POST WITH A SIGN ATTACHED, PROJECTING 3 INCHES ABOVE THE GROUND
 CQ2152'SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY.
 CQ2152
 CQ2152                          STATION RECOVERY (1999)
 CQ2152
 CQ2152'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1976 ***********************************************************************
 CQ1976  DESIGNATION -  BELCHER RM 1
 CQ1976  PID         -  CQ1976
 CQ1976  STATE/COUNTY-  LA/CADDO
 CQ1976  USGS QUAD   -  DIXIE (1982)
 CQ1976
 CQ1976                         *CURRENT SURVEY CONTROL
 CQ1976  ___________________________________________________________________
 CQ1976* NAD 83(1986)-  32 44 32.     (N)    093 50 05.     (W)     SCALED    
 CQ1976* NAVD 88     -        56.80   (+/-2cm)     186.4    (feet)  VERTCON   
 CQ1976  ___________________________________________________________________
 CQ1976  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ1976
 CQ1976  VERT ORDER  -  ? (See Below)
 CQ1976
 CQ1976.The horizontal coordinates were scaled from a topographic map and have
 CQ1976.an estimated accuracy of +/- 6 seconds.
 CQ1976
 CQ1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1976.The vertical order pertains to the NGVD 29 superseded value.
 CQ1976
 CQ1976.The geoid height was determined by GEOID03.
 CQ1976
 CQ1976;                    North         East    Units  Estimated Accuracy
 CQ1976;SPC LA N     -   249,390.      874,910.      MT  (+/- 180 meters Scaled)
 CQ1976
 CQ1976                          SUPERSEDED SURVEY CONTROL
 CQ1976
 CQ1976  NGVD 29 (??/??/??)   56.854  (m)          186.53   (f) ADJUSTED    ?  
 CQ1976
 CQ1976.Superseded values are not recommended for survey control.
 CQ1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1976.See file dsdata.txt to determine how the superseded data were derived.
 CQ1976
 CQ1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS217230(NAD 83)
 CQ1976_MARKER: DR = REFERENCE MARK DISK
 CQ1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1976+STABILITY: SURFACE MOTION
 CQ1976
 CQ1976  HISTORY     - Date     Condition        Report By
 CQ1976  HISTORY     - 1930     MONUMENTED       CGS
 CQ1976  HISTORY     - 1930     GOOD             CGS
 CQ1976  HISTORY     - 19991018 MARK NOT FOUND   USPSQD
 CQ1976
 CQ1976                          STATION DESCRIPTION
 CQ1976
 CQ1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 CQ1976'0.4 MI S FROM BELCHER.
 CQ1976'0.4 MILE SOUTH ALONG U.S. HIGHWAY 71 FROM BELCHER, ABOUT 0.1 MILE
 CQ1976'SOUTH OF THE CROSSING OF THE TEXAS AND PACIFIC RAILWAY, AT THE
 CQ1976'JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST, 128.1 FEET SOUTH OF
 CQ1976'TRIANGULATION STATION BELCHER, DESCRIBED BELOW, AND 30 FEET WEST OF
 CQ1976'THE CENTER LINE OF THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK, SET
 CQ1976'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 CQ1976
 CQ1976                          STATION RECOVERY (1999)
 CQ1976
 CQ1976'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2154 ***********************************************************************
 CQ2154  DESIGNATION -  BELCHER RM 3
 CQ2154  PID         -  CQ2154
 CQ2154  STATE/COUNTY-  LA/CADDO
 CQ2154  USGS QUAD   -  DIXIE (1982)
 CQ2154
 CQ2154                         *CURRENT SURVEY CONTROL
 CQ2154  ___________________________________________________________________
 CQ2154* NAD 83(1986)-  32 44 34.     (N)    093 50 03.     (W)     SCALED    
 CQ2154* NAVD 88     -        57.014  (meters)     187.05   (feet)  ADJUSTED  
 CQ2154  ___________________________________________________________________
 CQ2154  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2154  DYNAMIC HT  -          56.951 (meters)     186.85  (feet)  COMP
 CQ2154  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 CQ2154
 CQ2154  VERT ORDER  -  FIRST     CLASS I
 CQ2154
 CQ2154.The horizontal coordinates were scaled from a topographic map and have
 CQ2154.an estimated accuracy of +/- 6 seconds.
 CQ2154
 CQ2154.The orthometric height was determined by differential leveling
 CQ2154.and adjusted by the National Geodetic Survey in June 1991..
 CQ2154
 CQ2154.The geoid height was determined by GEOID03.
 CQ2154
 CQ2154.The dynamic height is computed by dividing the NAVD 88
 CQ2154.geopotential number by the normal gravity value computed on the
 CQ2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2154.degrees latitude (g = 980.6199 gals.).
 CQ2154
 CQ2154.The modeled gravity was interpolated from observed gravity values.
 CQ2154
 CQ2154;                    North         East    Units  Estimated Accuracy
 CQ2154;SPC LA N     -   249,450.      874,960.      MT  (+/- 180 meters Scaled)
 CQ2154
 CQ2154                          SUPERSEDED SURVEY CONTROL
 CQ2154
 CQ2154  NGVD 29 (??/??/??)   57.072  (m)          187.24   (f) ADJUSTED    1 1
 CQ2154
 CQ2154.Superseded values are not recommended for survey control.
 CQ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2154.See file dsdata.txt to determine how the superseded data were derived.
 CQ2154
 CQ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218230(NAD 83)
 CQ2154_MARKER: DR = REFERENCE MARK DISK
 CQ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2154_SP_SET: CONCRETE POST
 CQ2154_STAMPING: BELCHER NO 3 1950
 CQ2154_MARK LOGO: CGS   
 CQ2154_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2154+STABILITY: SURFACE MOTION
 CQ2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2154+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 CQ2154
 CQ2154  HISTORY     - Date     Condition        Report By
 CQ2154  HISTORY     - 1950     MONUMENTED       CGS
 CQ2154  HISTORY     - 1977     GOOD             NGS
 CQ2154  HISTORY     - 19900320 GOOD             LADTD
 CQ2154  HISTORY     - 19940817 GOOD             LADTD
 CQ2154  HISTORY     - 19991018 MARK NOT FOUND   USPSQD
 CQ2154
 CQ2154                          STATION DESCRIPTION
 CQ2154
 CQ2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2154'0.7 MI SOUTH FROM BELCHER.
 CQ2154'THE STATION IS A STANDARD DISC SET IN TOP OF CONCRETE POST, LOCATED IN
 CQ2154'CADDO PARISH, LOUISIANA, 0.5 MILE SOUTH OF BELCHER ON HIGHWAY NO. 71,
 CQ2154'0.1 MILE SOUTH OF R.R. CROSSING AT A POINT WHERE A PRIVATE ROAD LEADS
 CQ2154'TO SOUTHWEST ALONG SOUTHEAST EDGE OF A CULTIVATED FIELD, 55 FT WEST
 CQ2154'OF CENTER OF PAVEMENT AND 44 FT NORTH BY WEST OF PRIVATE ROAD, ON LAND
 CQ2154'BELONGING TO DR. TOOKE.
 CQ2154'RECOVERED AS DESCRIBED.
 CQ2154
 CQ2154                          STATION RECOVERY (1990)
 CQ2154
 CQ2154'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ2154'THE STATION IS LOCATED 48.3 KM (30.00 MI) NORTH OF SHREVEPORT AND 1.3
 CQ2154'KM (0.80 MI) SOUTH OF BELCHER.  OWNERSHIP--UNKNOWN. TO REACH THE
 CQ2154'STATION FROM THE POST OFFICE IN BELCHER, GO SOUTH FOR 1.3 KM (0.80 MI)
 CQ2154'ON STATE HIGHWAY 3049 TO THE THE STATION ON THE LEFT,  23.3 M (76.4
 CQ2154'FT) EAST-SOUTHEAST FROM A POWER POLE NUMBER 145 ON THE WEST SIDE OF
 CQ2154'THE HIGHWAY, 21.9 M (71.9 FT) SOUTHEAST FROM A TELEGRAPH POLE NUMBER
 CQ2154'5002-22, 15.5 M (50.9 FT) EAST FROM THE CENTER OF THE HIGHWAY AND 0.3
 CQ2154'M (1.0 FT) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 CQ2154'MARK IS FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL
 CQ2154'OF THE HIGHWAY.
 CQ2154
 CQ2154                          STATION RECOVERY (1994)
 CQ2154
 CQ2154'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (TLH)
 CQ2154'THE STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTH OF BELCHER, 7.0 MI
 CQ2154'(11.3 KM) EAST-SOUTHEAST OF OIL CITY AND 15.0 MI (24.1 KM) NORTH OF
 CQ2154'SHREVEPORT.  OWNERSHIP--UNKNOWN TO REACH THE STATION FROM THE POST
 CQ2154'OFFICE IN BELCHER, GO SOUTH FOR 0.8 MI (1.3 KM) ON STATE HIGHWAY 3049
 CQ2154'TO THE STATION SET ON THE LEFT.  THE STATION IS 76.5 FT (23.3 M)
 CQ2154'EAST-SOUTHEAST FROM POWER POLE NUMBER 145 ON THE WEST SIDE OF THE
 CQ2154'HIGHWAY, 72.0 FT (21.9 M) SOUTHEAST FROM TELEGRAPH POLE NUMBER
 CQ2154'5000-23, 51.0 FT (15.5 M) EAST FROM THE CENTER OF THE HIGHWAY, 1.0 FT
 CQ2154'(0.3 M) WEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH
 CQ2154'WITH THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF
 CQ2154'THE HIGHWAY.
 CQ2154
 CQ2154                          STATION RECOVERY (1999)
 CQ2154
 CQ2154'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2153 ***********************************************************************
 CQ2153  DESIGNATION -  BELCHER RM 5
 CQ2153  PID         -  CQ2153
 CQ2153  STATE/COUNTY-  LA/CADDO
 CQ2153  USGS QUAD   -  DIXIE (1982)
 CQ2153
 CQ2153                         *CURRENT SURVEY CONTROL
 CQ2153  ___________________________________________________________________
 CQ2153* NAD 83(1986)-  32 44 33.     (N)    093 50 04.     (W)     SCALED    
 CQ2153* NAVD 88     -        56.575  (meters)     185.61   (feet)  ADJUSTED  
 CQ2153  ___________________________________________________________________
 CQ2153  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2153  DYNAMIC HT  -          56.512 (meters)     185.41  (feet)  COMP
 CQ2153  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CQ2153
 CQ2153  VERT ORDER  -  FIRST     CLASS I
 CQ2153
 CQ2153.The horizontal coordinates were scaled from a topographic map and have
 CQ2153.an estimated accuracy of +/- 6 seconds.
 CQ2153
 CQ2153.The orthometric height was determined by differential leveling
 CQ2153.and adjusted by the National Geodetic Survey in June 1991..
 CQ2153
 CQ2153.The geoid height was determined by GEOID03.
 CQ2153
 CQ2153.The dynamic height is computed by dividing the NAVD 88
 CQ2153.geopotential number by the normal gravity value computed on the
 CQ2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2153.degrees latitude (g = 980.6199 gals.).
 CQ2153
 CQ2153.The modeled gravity was interpolated from observed gravity values.
 CQ2153
 CQ2153;                    North         East    Units  Estimated Accuracy
 CQ2153;SPC LA N     -   249,420.      874,930.      MT  (+/- 180 meters Scaled)
 CQ2153
 CQ2153                          SUPERSEDED SURVEY CONTROL
 CQ2153
 CQ2153  NGVD 29 (??/??/??)   56.633  (m)          185.80   (f) ADJUSTED    1 1
 CQ2153
 CQ2153.Superseded values are not recommended for survey control.
 CQ2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2153.See file dsdata.txt to determine how the superseded data were derived.
 CQ2153
 CQ2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218230(NAD 83)
 CQ2153_MARKER: DR = REFERENCE MARK DISK
 CQ2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2153_SP_SET: CONCRETE POST
 CQ2153_STAMPING: BELCHER 1950 NO 5 1968
 CQ2153_MARK LOGO: CGS   
 CQ2153_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2153+STABILITY: SURFACE MOTION
 CQ2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2153+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 CQ2153
 CQ2153  HISTORY     - Date     Condition        Report By
 CQ2153  HISTORY     - 1968     MONUMENTED       CGS
 CQ2153  HISTORY     - 1977     GOOD             NGS
 CQ2153  HISTORY     - 19900320 GOOD             LADTD
 CQ2153  HISTORY     - 19940817 GOOD             LADTD
 CQ2153  HISTORY     - 19991018 MARK NOT FOUND   USPSQD
 CQ2153
 CQ2153                          STATION DESCRIPTION
 CQ2153
 CQ2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2153'0.7 MI SOUTH FROM BELCHER.
 CQ2153'THE STATION IS A STANDARD DISC SET IN TOP OF CONCRETE POST, LOCATED IN
 CQ2153'CADDO PARISH, LOUISIANA, 0.5 MILE SOUTH OF BELCHER ON HIGHWAY NO. 71,
 CQ2153'0.1 MILE SOUTH OF R.R. CROSSING AT A POINT WHERE A PRIVATE ROAD LEADS
 CQ2153'TO SOUTHWEST ALONG SOUTHEAST EDGE OF A CULTIVATED FIELD, 55 FT WEST
 CQ2153'OF CENTER OF PAVEMENT AND 44 FT NORTH BY WEST OF PRIVATE ROAD, ON LAND
 CQ2153'BELONGING TO DR. TOOKE.
 CQ2153'RECOVERED AS DESCRIBED.
 CQ2153
 CQ2153                          STATION RECOVERY (1990)
 CQ2153
 CQ2153'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ2153'THE STATION IS LOCATED ABOUT 48.3 KM (30.00 MI) NORTH OF SHREVEPORT
 CQ2153'AND 1.3 KM (0.80 MI) SOUTH OF BELCHER.  OWNERSHIP--LOUISIANA
 CQ2153'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 CQ2153'FROM THE POST OFFICE IN BELCHER, GO SOUTH FOR 1.3 KM (0.80 MI) ON
 CQ2153'STATE HIGHWAY 3049 TO THE STATION ON THE RIGHT, NEAR A POWER POLE,
 CQ2153'55.8 M (183.1 FT) NORTH FROM THE CENTER OF THE WEST END OF A
 CQ2153'CROSSDRAIN, 22.7 M (74.5 FT) NORTHWEST FROM A TELEGRAPH POLE NUMBER
 CQ2153'5004-24 ON THE EAST SIDE OF THE HIGHWAY, 7.9 M (25.9 FT) WEST FROM THE
 CQ2153'CENTER OF THE HIGHWAY AND 2.7 M (8.9 FT) NORTH FROM A POWER POLE
 CQ2153'NUMBER 146.  THE MARK IS RECESSED 10.2 CM BELOW THE GROUND SURFACE AND
 CQ2153'ABOUT LEVEL WITH THE HIGHWAY.
 CQ2153
 CQ2153                          STATION RECOVERY (1994)
 CQ2153
 CQ2153'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (TLH)
 CQ2153'THE STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTH OF BELCHER, 7.0 MI
 CQ2153'(11.3 KM) EAST-SOUTHEAST OF OIL CITY AND 15.0 MI (24.1 KM) NORTH OF
 CQ2153'SHREVEPORT.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ2153'DEVELOPMENT.  TO REACH THE STATION FROM THE POST OFFICE IN BELCHER, GO
 CQ2153'SOUTH FOR 0.8 MI (1.3 KM) ON STATE HIGHWAY 3049 TO THE STATION SET ON
 CQ2153'THE RIGHT NEAR A POWER POLE.  THE STATION IS 183.0 FT (55.8 M) NORTH
 CQ2153'FROM THE CENTER OF THE WEST END OF A CROSS DRAIN UNDER THE HIGHWAY,
 CQ2153'74.5 FT (22.7 M) NORTHWEST FROM TELEGRAPH POLE NUNBER 5000-25, 26.0 FT
 CQ2153'(7.9 M) WEST FROM THE CENTER OF THE HIGHWAY, 9.0 FT (2.7 M) NORTH FROM
 CQ2153'POWER POLE NUMBER 146, RECESSED 4 INCHES BELOW THE GROUND SURFACE AND
 CQ2153'ABOUT LEVEL WITH THE HIGHWAY.
 CQ2153
 CQ2153                          STATION RECOVERY (1999)
 CQ2153
 CQ2153'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3498 ***********************************************************************
 CQ3498  DESIGNATION -  BELCHER UNDERGROUND
 CQ3498  PID         -  CQ3498
 CQ3498  STATE/COUNTY-  LA/CADDO
 CQ3498  USGS QUAD   -  DIXIE (1982)
 CQ3498
 CQ3498                         *CURRENT SURVEY CONTROL
 CQ3498  ___________________________________________________________________
 CQ3498* NAD 83(1992)-  32 44 32.04873(N)    093 50 05.63580(W)     ADJUSTED  
 CQ3498* NAVD 88     -        55.2    (meters)     181.     (feet)  VERTCON   
 CQ3498  ___________________________________________________________________
 CQ3498  X           -    -359,155.429 (meters)                     COMP
 CQ3498  Y           -  -5,357,990.694 (meters)                     COMP
 CQ3498  Z           -   3,429,964.650 (meters)                     COMP
 CQ3498  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CQ3498  ELLIP HEIGHT-          29.03  (meters)          (02/21/02) GPS OBS
 CQ3498  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ3498
 CQ3498  HORZ ORDER  -  FIRST
 CQ3498  ELLP ORDER  -  FOURTH    CLASS II
 CQ3498
 CQ3498.The horizontal coordinates were established by GPS observations
 CQ3498.and adjusted by the National Geodetic Survey in September 1999..
 CQ3498
 CQ3498.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3498
 CQ3498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3498
 CQ3498.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3498
 CQ3498.The ellipsoidal height was determined by GPS observations
 CQ3498.and is referenced to NAD 83.
 CQ3498
 CQ3498.The geoid height was determined by GEOID03.
 CQ3498
 CQ3498;                    North         East     Units Scale Factor Converg.
 CQ3498;SPC LA N     -   249,388.109   874,888.828   MT  1.00001810   -0 42 20.7
 CQ3498;SPC LA N     -   818,200.82  2,870,364.43   sFT  1.00001810   -0 42 20.7
 CQ3498;UTM  15      - 3,623,020.015   421,780.076   MT  0.99967544   -0 27 05.7
 CQ3498
 CQ3498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3498!SPC LA N     -   0.99999544  x   1.00001810  =   1.00001354
 CQ3498!UTM  15      -   0.99999544  x   0.99967544  =   0.99967088
 CQ3498
 CQ3498|---------------------------------------------------------------------|
 CQ3498| PID    Reference Object                     Distance      Geod. Az  |
 CQ3498|                                                           dddmmss.s |
 CQ3498| CQ1976 BELCHER RM 1                         29.060 METERS 01157     |
 CQ3498| CQ2154 BELCHER RM 3                         79.846 METERS 02345     |
 CQ3498| CX5008 BELCHER RM 4                          9.525 METERS 11014     |
 CQ3498| CQ2153 BELCHER RM 5                          9.486 METERS 11036     |
 CQ3498| CQ2152 BELCHER AZ MK                                      1761944.9 |
 CQ3498| CX5007 BELCHER RM 2                                       22749     |
 CQ3498|---------------------------------------------------------------------|
 CQ3498
 CQ3498                          SUPERSEDED SURVEY CONTROL
 CQ3498
 CQ3498  NAD 83(1992)-  32 44 32.05221(N)    093 50 05.63397(W) AD(       ) 1
 CQ3498  NAD 83(1992)-  32 44 32.04880(N)    093 50 05.63672(W) AD(       ) 1
 CQ3498  ELLIP H (01/21/93)   28.94   (m)                       GP(       ) 4 2
 CQ3498  NAD 83(1986)-  32 44 32.06168(N)    093 50 05.62699(W) AD(       ) 1
 CQ3498  NAD 27      -  32 44 31.54600(N)    093 50 04.97900(W) AD(       ) 3
 CQ3498  NGVD 29 (11/13/90)   55.3    (m)          181.     (f) GPS OBS        
 CQ3498
 CQ3498.Superseded values are not recommended for survey control.
 CQ3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3498.See file dsdata.txt to determine how the superseded data were derived.
 CQ3498
 CQ3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2178023020(NAD 83)
 CQ3498_MARKER: DH = HORIZONTAL CONTROL DISK
 CQ3498_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CQ3498_SP_SET: CONCRETE MASS
 CQ3498_STAMPING: BELCHER 1930
 CQ3498_MARK LOGO: NGS   
 CQ3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3498+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1990
 CQ3498
 CQ3498  HISTORY     - Date     Condition        Report By
 CQ3498  HISTORY     - 1990     MONUMENTED       NGS
 CQ3498  HISTORY     - 19900313 GOOD             NGS
 CQ3498  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ3498
 CQ3498                          STATION DESCRIPTION
 CQ3498
 CQ3498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CQ3498'STATION BELCHER 1930 1950 1968, THE SURFACE MARK, WAS FOUND HIT BY
 CQ3498'FARM EQUIPEMENT AND REMOVED FROM FIELD ON THIS DATE BY RECON PARTY.
 CQ3498'THE UNDERGROUND MARK WAS RECOVERED IN STABLE CONDITION AND USED FOR
 CQ3498'GPS OCCUPATION AT THIS TIME BY THIS GPS PARTY.  LA. STATE ADVISOR WAS
 CQ3498'NOTIFIED AND THE UNDERGROUND MARK WILL BE MOVED TO A MORE SUITABLE
 CQ3498'SITE IN THE NEAR FUTURE.  A NEW AND COMPLETE DESCRIPTION OF THE
 CQ3498'UNDERGROUND MARK FOLLOWS.
 CQ3498'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH OF DIXIE, 1.3 KM
 CQ3498'(0.8 MI) SOUTH OF BELCHER, LA.  OWNERSHIP--DR.T.B.TOOKE, 551
 CQ3498'RATCLIFF, SHREVEPORT LA.
 CQ3498'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 530 AND 3049 AND
 CQ3498'THE U.S.POST OFFICE IN THE CENTER OF BELCHER, GO SOUTH ALONG STATE
 CQ3498'ROUTE 3049 (ALSO GRAY STREET) FOR 1.3 KM (0.8 MI) TO THE STATION ON
 CQ3498'THE RIGHT NEAR THE SOUTHEAST CORNER OF A CULTIVATED FIELD. STATION IS
 CQ3498'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE, 1.6 M (5.2 FT) BELOW
 CQ3498'THE SURFACE OF THE GROUND, AND ABOUT CENTER OF FOUR FIBERGLASS
 CQ3498'WITNESS POSTS.  IT IS 17.1 M (56.1 FT) WEST OF THE CENTER OF THE
 CQ3498'HIGHWAY, 10.5 M (34.4 FT) WEST-NORTHWEST OF POWERLINE POLE NUMBER
 CQ3498'146, 60 M (196.8 FT) NORTH-NORTHWEST OF THE CENTER OF THE WEST
 CQ3498'HEADWALL OF A CULVERT RUNNING UNDER STATE ROUTE 3049.
 CQ3498'DESCRIBED BY G.F.S.  ALLOW EXTRA TIME FOR SETUP.  TAKE SHOVEL AND
 CQ3498'BUCKET.  USE CAUTION WHEN WORKING AROUND MARK, WILL CAVE IN.
 CQ3498
 CQ3498                          STATION RECOVERY (1999)
 CQ3498
 CQ3498'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2586 ***********************************************************************
 BK2586  DESIGNATION -  BELFIELD
 BK2586  PID         -  BK2586
 BK2586  STATE/COUNTY-  LA/CALCASIEU
 BK2586  USGS QUAD   -  MOSS BLUFF (1994)
 BK2586
 BK2586                         *CURRENT SURVEY CONTROL
 BK2586  ___________________________________________________________________
 BK2586* NAD 83(1992)-  30 20 22.04308(N)    093 11 56.41783(W)     ADJUSTED  
 BK2586* NAVD 88     -         8.   **(meters)      26.   **(feet)  SCALED    
 BK2586  **This station is located in a subsidence area (see below).
 BK2586  ___________________________________________________________________
 BK2586  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2586  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2586  DYNAMIC HT  -           7.7   (meters)      25.    (feet)  COMP
 BK2586  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 BK2586
 BK2586  HORZ ORDER  -  THIRD
 BK2586
 BK2586.The horizontal coordinates were established by classical geodetic methods
 BK2586.and adjusted by the National Geodetic Survey in January 1993..
 BK2586
 BK2586 ** The orthometric height has not been validated since last determined
 BK2586 ** by differential leveling and should not be used for control purposes.
 BK2586 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2586 ** area with valid NAVD 88 orthometric heights.
 BK2586 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2586 ** epoch indicated which incorporates improved geoid heights for the
 BK2586 ** Southern Louisiana Subsidence area.
 BK2586 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2586.The orthometric height was scaled from a topographic map.
 BK2586
 BK2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2586
 BK2586.The geoid height was determined by GEOID03.
 BK2586
 BK2586.The dynamic height is computed by dividing the NAVD 88
 BK2586.geopotential number by the normal gravity value computed on the
 BK2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2586.degrees latitude (g = 980.6199 gals.).
 BK2586
 BK2586.The modeled gravity was interpolated from observed gravity values.
 BK2586
 BK2586;                    North         East     Units Scale Factor Converg.
 BK2586;SPC LA S     -   205,354.681   820,622.216   MT  0.99994314   -0 55 58.3
 BK2586;SPC LA S     -   673,734.48  2,692,324.72   sFT  0.99994314   -0 55 58.3
 BK2586;UTM  15      - 3,356,417.625   480,872.073   MT  0.99960451   -0 06 01.9
 BK2586
 BK2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2586!SPC LA S     -   1.00000308  x   0.99994314  =   0.99994622
 BK2586!UTM  15      -   1.00000308  x   0.99960451  =   0.99960759
 BK2586
 BK2586:                Primary Azimuth Mark                     Grid Az
 BK2586:SPC LA S     -  BELFIELD AZ MK                           198 43 34.2
 BK2586:UTM  15      -  BELFIELD AZ MK                           197 53 37.8
 BK2586
 BK2586|---------------------------------------------------------------------|
 BK2586| PID    Reference Object                     Distance      Geod. Az  |
 BK2586|                                                           dddmmss.s |
 BK2586| BK2584 BELFIELD AZ MK                                     1974735.9 |
 BK2586| BK2585 BELFIELD RM 1                        27.722 METERS 24922     |
 BK2586| BK2587 BELFIELD RM 2                        25.594 METERS 33515     |
 BK2586|---------------------------------------------------------------------|
 BK2586
 BK2586                          SUPERSEDED SURVEY CONTROL
 BK2586
 BK2586  NAD 83(1986)-  30 20 22.06331(N)    093 11 56.41021(W) AD(       ) 3
 BK2586  NAD 27      -  30 20 21.33100(N)    093 11 55.85086(W) AD(       ) 3
 BK2586  NGVD 29 (07/19/86)    8.0    (m)           26.     (f) VERT ANG       
 BK2586
 BK2586.Superseded values are not recommended for survey control.
 BK2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2586.See file dsdata.txt to determine how the superseded data were derived.
 BK2586
 BK2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8087256418(NAD 83)
 BK2586_MARKER: DS = TRIANGULATION STATION DISK
 BK2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2586_SP_SET: CONCRETE POST
 BK2586_STAMPING: BELFIELD 1963
 BK2586_MARK LOGO: CGS   
 BK2586_PROJECTION: PROJECTING 3 CENTIMETERS
 BK2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2586+STABILITY: SURFACE MOTION
 BK2586
 BK2586  HISTORY     - Date     Condition        Report By
 BK2586  HISTORY     - 1963     MONUMENTED       CGS
 BK2586  HISTORY     - 1984     GOOD             LADTD
 BK2586
 BK2586                          STATION DESCRIPTION
 BK2586
 BK2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2586'THE STATION IS ABOUT 2-1/2 MILES NORTH OF MOSS BLUFF, ABOUT
 BK2586'3-1/2 MILES SOUTHEAST OF GILLIS AND ON PROPERTY OWNED BY
 BK2586'THE J.A. BEL ESTATE.
 BK2586'
 BK2586'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BK2586'HIGHWAY 378, GO NORTH ON STATE HIGHWAY 171 FOR 2.6 MILES
 BK2586'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON HIGHWAY
 BK2586'171 FOR 0.25 MILE TO A RED WAREHOUSE AND A DRIVEWAY ON THE
 BK2586'RIGHT.  TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.05
 BK2586'MILE TO A GATE AND THE STATION.
 BK2586'
 BK2586'THE STATION MARK IS A STANDARD DISK STAMPED BELFIELD 1963
 BK2586'SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE MONUMENT
 BK2586'WHICH PROJECTS 1 INCH.  IT IS 100 FEET NORTHEAST OF A SOUTH
 BK2586'GATE POST, 90 FEET EAST OF THE SOUTHEAST CORNER OF A METAL
 BK2586'BUILDING, 36 FEET SOUTHEAST OF A T-FENCE CORNER, 34 FEET
 BK2586'NORTH OF THE CENTERLINE OF A DIRT ROAD AND 20 FEET SOUTH
 BK2586'OF A CREOSOTE WITNESS POST AND A WIRE FENCE.
 BK2586'
 BK2586'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BELFIELD NO
 BK2586'1 1963 SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE MONUMENT
 BK2586'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 17
 BK2586'FEET SOUTH OF THE SOUTHEAST CORNER OF THE METAL BUILDING,
 BK2586'9 FEET NORTH OF A NORTH GATE POST AND 1 FOOT EAST OF A WIRE
 BK2586'FENCE.
 BK2586'
 BK2586'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BELFIELD NO
 BK2586'2 1963 SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE POST
 BK2586'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET NORTH
 BK2586'OF A FENCE CORNER, 36 FEET SOUTH OF A FENCE CORNER AND 1
 BK2586'FOOT EAST OF A WIRE FENCE.
 BK2586'
 BK2586'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELFIELD 1963
 BK2586'SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE MONUMENT
 BK2586'THAT PROJECTS 1 INCH.  IT IS 109 FEET NORTH OF POWER POLE
 BK2586'NO. 42, 59 FEET WEST OF THE CENTERLINE OF HIGHWAY 171, 2
 BK2586'FEET SOUTH OF A CREOSOTE WITNESS POST AND 1 FOOT EAST OF
 BK2586'A WIRE FENCE.
 BK2586'
 BK2586'HEIGHT OF LIGHT ABOVE STATION MARK 30.17 METERS.
 BK2586
 BK2586                          STATION RECOVERY (1984)
 BK2586
 BK2586'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2586'4.0 KM (2.5 MI) NORTH FROM MOSS BLUFF.
 BK2586'1.7 KM (1.0 MILE) NORTH ALONG PARISH ROAD FROM THE POST OFFICE AT
 BK2586'MOSS BLUFF, THENCE 2.3 KM (1.4 MILES) NORTH ALONG U.S. HIGHWAY 171
 BK2586'TO THE MARK ON THE RIGHT IN SECTION 29, T 8 S, R 8 W, 30.5 METERS
 BK2586'(100 FEET) NORTHEAST OF A SOUTH GATE POST, 27.4 METERS (90 FEET) EAST
 BK2586'OF THE SOUTHEAST CORNER OF A METAL BUILDING, 10.4 METERS (34 FEET)
 BK2586'NORTH OF THE CENTERLINE OF A DIRT ROAD, 25.6 METERS (84 FEET)
 BK2586'SOUTHEAST OF BELFIELD RM 2, 27.6 METERS (90.4 FEET) EAST NORTHEAST OF
 BK2586'BELFIELD RM 1.
 BK2586'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 BK2586'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0735 ***********************************************************************
 BX0735  DESIGNATION -  BELL
 BX0735  PID         -  BX0735
 BX0735  STATE/COUNTY-  LA/AVOYELLES
 BX0735  USGS QUAD   -  BELLE D'EAU (1983)
 BX0735
 BX0735                         *CURRENT SURVEY CONTROL
 BX0735  ___________________________________________________________________
 BX0735* NAD 83(1992)-  31 05 04.45613(N)    092 11 17.29746(W)     ADJUSTED  
 BX0735* NAVD 88     -        21.18   (+/-2cm)      69.5    (feet)  VERTCON   
 BX0735  ___________________________________________________________________
 BX0735  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BX0735  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BX0735
 BX0735  HORZ ORDER  -  FIRST
 BX0735  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0735
 BX0735.The horizontal coordinates were established by classical geodetic methods
 BX0735.and adjusted by the National Geodetic Survey in January 1993..
 BX0735
 BX0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0735.The vertical order pertains to the NGVD 29 superseded value.
 BX0735
 BX0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0735
 BX0735.The geoid height was determined by GEOID03.
 BX0735
 BX0735;                    North         East     Units Scale Factor Converg.
 BX0735;SPC LA N     -    64,858.971 1,029,758.358   MT  1.00001963   +0 09 53.6
 BX0735;SPC LA N     -   212,791.47  3,378,465.55   sFT  1.00001963   +0 09 53.6
 BX0735;UTM  15      - 3,439,257.876   577,437.984   MT  0.99967397   +0 25 09.1
 BX0735
 BX0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0735!SPC LA N     -   1.00000092  x   1.00001963  =   1.00002055
 BX0735!UTM  15      -   1.00000092  x   0.99967397  =   0.99967489
 BX0735
 BX0735|---------------------------------------------------------------------|
 BX0735| PID    Reference Object                     Distance      Geod. Az  |
 BX0735|                                                           dddmmss.s |
 BX0735| CY3403 BELL RM                              13.938 METERS 05530     |
 BX0735| BX2587 DUE                                 APPROX. 1.3 KM 2992243.6 |
 BX0735|---------------------------------------------------------------------|
 BX0735
 BX0735                          SUPERSEDED SURVEY CONTROL
 BX0735
 BX0735  NAD 83(1986)-  31 05 04.47581(N)    092 11 17.29226(W) AD(       ) 1
 BX0735  NAD 27      -  31 05 03.79574(N)    092 11 16.83555(W) AD(       ) 1
 BX0735  NGVD 29 (??/??/??)   21.150  (m)           69.39   (f) ADJUSTED    1 2
 BX0735
 BX0735.Superseded values are not recommended for survey control.
 BX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0735.See file dsdata.txt to determine how the superseded data were derived.
 BX0735
 BX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7743839258(NAD 83)
 BX0735_MARKER: DS = TRIANGULATION STATION DISK
 BX0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0735_STAMPING: BELL 1919
 BX0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0735+STABILITY: SURFACE MOTION
 BX0735
 BX0735  HISTORY     - Date     Condition        Report By
 BX0735  HISTORY     - 1919     MONUMENTED       CGS
 BX0735  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BX0735  HISTORY     - 1962     GOOD             CGS
 BX0735
 BX0735                          STATION DESCRIPTION
 BX0735
 BX0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX0735'STATION IS ABOUT 1/4 MILE E OF BELLEDEAU, 4.9 METERS (16
 BX0735'FEET) N OF CENTER LINE OF LOUISIANA RAILWAY AND NAVIGATION
 BX0735'COMPANY TRACKS, AT POINT OF INTERSECTION OF N RAIL TANGENT FROM
 BX0735'W AND N RAIL TANGENT FROM E.
 BX0735'
 BX0735'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX0735'DISKS SET IN CONCRETE.
 BX0735'
 BX0735'REFERENCE MARK IS 13.938 METERS (45.73 FEET) FROM STATION
 BX0735'N 55 DEG 30 MIN E.
 BX0735
 BX0735                          STATION RECOVERY (1935)
 BX0735
 BX0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX0735'UNDERGROUND MARK RECOVERED.  SURFACE, AND REFERENCE MARKS
 BX0735'DESTROYED.
 BX0735'
 BX0735'STATION IS ABOUT 1/4 MILE E OF BELLEDEAU, 4.9 METERS (16
 BX0735'FEET) N OF CENTER OF TRACK OF LOUISIANA AND ARKANSAS RAILROAD
 BX0735'AT POINT OF INTERSECTION OF N RAIL TANGENT FROM W AND N RAIL
 BX0735'TANGENT FROM E 15.6 FEET N OF N RAIL, 42.6 FEET W OF 5TH
 BX0735'TELEGRAPH POLE E OF MILEPOST NO. 144.  MARK STAMPED BELL 1919.
 BX0735'
 BX0735'THE SURFACE MARK WAS REPLACED BY A STANDARD BRONZE DISK SET
 BX0735'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, LEAVING TOP ABOUT 5
 BX0735'INCHES ABOVE GROUND.
 BX0735'
 BX0735'UNDERGROUND MARK IS STANDARD BRONZE DISK IN A 14-BY 14-BY
 BX0735'7-INCH CONCRETE MASS, WITH BOTTOM 3 FEET BELOW GROUND SURFACE.
 BX0735'OVER THIS FLAT BOARDS WERE LAID AND A 4-INCH LAYER OF GRAVEL WAS
 BX0735'PLACED.
 BX0735'
 BX0735'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS
 BX0735'OF 14-BY 14-BY 30-INCH CONCRETE PIERS.
 BX0735'
 BX0735'REFERENCE MARK NO. 1 IS IN A WOOD LOT, 12 FEET N OF STEEP
 BX0735'BANK, 4 FEET SW OF FENCE CORNER, 57.6 FEET N OF N RAIL, 49
 BX0735'FEET NW OF 5TH TELEGRAPH POLE E OF MILEPOST NO. 144, AND
 BX0735'13.18 METERS (43.25 FEET) FROM STATION N 51 DEG
 BX0735'08 MIN 26 SEC E.
 BX0735'
 BX0735'REFERENCE MARK NO. 2 IS JUST S OF DITCH BANK, 17 FEET NE OF
 BX0735'5TH TELEGRAPH POLE E OF MILEPOST NO. 144, 25.6 FEET N OF N
 BX0735'RAIL, AND 18.33 METERS (60.13 FEET) FROM STATION
 BX0735'S 65 DEG 03 MIN 56 SEC E.TO REFERENCE MARK NO. 1 IT IS
 BX0735'17.44 METERS (57.22 FEET) N 20 DEG 55 MIN W.
 BX0735'
 BX0735'TO REACH THIS STATION, GO TO BELLEDEAU BY GRAVEL HIGHWAY
 BX0735'W FROM HESSMER, THEN 1/4 MILE E.
 BX0735
 BX0735                          STATION RECOVERY (1962)
 BX0735
 BX0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 BX0735'3.6 MI SE FROM BIJOU.
 BX0735'LOCATED 3.6 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD
 BX0735'FROM STATION SIGN AT BIJOU, AT A ROAD CROSSING ABOUT 0.3 MILE EAST OF
 BX0735'THE STATION SIGN AT BELLEDEAU, 180 FEET WEST OF A ROAD CROSSING, 16
 BX0735'FEET NORTH OF THE NORTH RAIL OF THE TRACK 94 FEET WEST OF A WHITE
 BX0735'CONCRETE POST WITH THE LETTERS WX ON THE EAST SIDE, 300 FEET SOUTHWEST
 BX0735'OF A SMALL WHITE HOUSE, 53 FEET WEST OF THE 1ST POLE WEST OF THE ROAD
 BX0735'CROSSING, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 BX0735'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST ABOUT 4
 BX0735'FEET LOWER THAN THE TRACKS.  NOTE-- USE WITH CAUTION, THE MARK IS
 BX0735'LEANING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2935 ***********************************************************************
 BK2935  DESIGNATION -  BELLE
 BK2935  PID         -  BK2935
 BK2935  STATE/COUNTY-  LA/CAMERON
 BK2935  USGS QUAD   -  HAYES (1984)
 BK2935
 BK2935                         *CURRENT SURVEY CONTROL
 BK2935  ___________________________________________________________________
 BK2935* NAD 83(1992)-  30 02 17.97737(N)    092 57 46.14444(W)     ADJUSTED  
 BK2935* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BK2935  **This station is located in a subsidence area (see below).
 BK2935  ___________________________________________________________________
 BK2935  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK2935  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK2935
 BK2935  HORZ ORDER  -  SECOND
 BK2935
 BK2935.The horizontal coordinates were established by classical geodetic methods
 BK2935.and adjusted by the National Geodetic Survey in January 1993..
 BK2935
 BK2935 ** The orthometric height has not been validated since last determined
 BK2935 ** by differential leveling and should not be used for control purposes.
 BK2935 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2935 ** area with valid NAVD 88 orthometric heights.
 BK2935 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2935 ** epoch indicated which incorporates improved geoid heights for the
 BK2935 ** Southern Louisiana Subsidence area.
 BK2935 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2935.The orthometric height was scaled from a topographic map.
 BK2935
 BK2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2935
 BK2935.The geoid height was determined by GEOID03.
 BK2935
 BK2935;                    North         East     Units Scale Factor Converg.
 BK2935;SPC LA S     -   171,632.103   842,854.479   MT  0.99992596   -0 48 53.1
 BK2935;SPC LA S     -   563,096.32  2,765,265.07   sFT  0.99992596   -0 48 53.1
 BK2935;UTM  15      - 3,323,032.894   503,584.749   MT  0.99960016   +0 01 07.0
 BK2935
 BK2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2935!SPC LA S     -   1.00000377  x   0.99992596  =   0.99992973
 BK2935!UTM  15      -   1.00000377  x   0.99960016  =   0.99960393
 BK2935
 BK2935:                Primary Azimuth Mark                     Grid Az
 BK2935:SPC LA S     -  ENTRANCE                                 115 14 22.4
 BK2935:UTM  15      -  ENTRANCE                                 114 24 22.3
 BK2935
 BK2935|---------------------------------------------------------------------|
 BK2935| PID    Reference Object                     Distance      Geod. Az  |
 BK2935|                                                           dddmmss.s |
 BK2935| AV0757 ENTRANCE                            APPROX.16.9 KM 1142529.3 |
 BK2935| CV9642 BELLE RM 1                           50.810 METERS 18020     |
 BK2935| CV9641 BELLE RM                             15.290 METERS 18049     |
 BK2935| CV9643 BELLE RM 2                           39.450 METERS 32752     |
 BK2935|---------------------------------------------------------------------|
 BK2935
 BK2935                          SUPERSEDED SURVEY CONTROL
 BK2935
 BK2935  NAD 83(1986)-  30 02 18.00217(N)    092 57 46.12918(W) AD(       ) 2
 BK2935  NAD 27      -  30 02 17.26700(N)    092 57 45.57100(W) AD(       ) 2
 BK2935
 BK2935.Superseded values are not recommended for survey control.
 BK2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2935.See file dsdata.txt to determine how the superseded data were derived.
 BK2935
 BK2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0358523033(NAD 83)
 BK2935_MARKER: DD = SURVEY DISK
 BK2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2935
 BK2935  HISTORY     - Date     Condition        Report By
 BK2935  HISTORY     - 1934     MONUMENTED       USGS
 BK2935
 BK2935                          STATION DESCRIPTION
 BK2935
 BK2935'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (JCB)
 BK2935'STATION IS ON THE W BANK OF THE BELL CITY DRAINAGE DISTRICT
 BK2935'CANAL.  7.6 STATUTE MILES N OF THE INTRACOASTAL CANAL, MEASURED
 BK2935'FROM THE INTERSECTION OF THESE TWO CANALS.  AT THE JUNCTION
 BK2935'OF THE BELL CITY DRAINAGE DISTRICT CANAL AND A SMALL CANAL
 BK2935'LEADING EASTWARD TO GARDINERS WAREHOUSE.  IT IS ON SPOIL BANK.
 BK2935'10 METERS W OF W BANK OF BELL CITY DRAINAGE DISTRICT CANAL.
 BK2935'23 METERS S OF THE S EDGE OF AN 8-METER GAP IN THE SPOIL
 BK2935'BANK.  85 FEET S OF A DOUBLE FENCE LINE RUNNING E AND W.  AND
 BK2935'8 METERS S OF THE PROLONGATION OF THE S TANGENT OF THE SMALL
 BK2935'CANAL.
 BK2935'
 BK2935'STATION MARK IS A STANDARD U.S.G.S. BRONZE DISK, SET IN A
 BK2935'CONCRETE POST 5 INCHES SQUARE, PROJECTING ONE FOOT ABOVE THE
 BK2935'GROUND, STAMPED BELLE - 1933.
 BK2935'
 BK2935'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. REFERENCE DISK,
 BK2935'SET IN A CONCRETE POST 5 INCHES SQUARE, PROJECTING 1 FOOT
 BK2935'ABOVE THE GROUND.
 BK2935'
 BK2935'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE
 BK2935'DISK, SET IN A CONCRETE MONUMENT 8-1/2 INCHES SQUARE, FLUSH
 BK2935'WITH GROUND, STAMPED NO. 2, 1934.
 BK2935'
 BK2935'THIS STATION IS SO NEAR TO THE BOUNDARY BETWEEN CAMERON
 BK2935'PARISH AND JEFF DAVIS PARISH THAT IT IS UNCERTAIN IN WHICH
 BK2935'OF THE TWO IT IS LOCATED.
 BK2935'
 BK2935'HEIGHT OF SIGNAL ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1350 ***********************************************************************
 AT1350  DESIGNATION -  BELLE
 AT1350  PID         -  AT1350
 AT1350  STATE/COUNTY-  LA/PLAQUEMINES
 AT1350  USGS QUAD   -  BELLE CHASSE (1994)
 AT1350
 AT1350                         *CURRENT SURVEY CONTROL
 AT1350  ___________________________________________________________________
 AT1350* NAD 83(1992)-  29 51 23.67701(N)    089 58 55.23359(W)     ADJUSTED  
 AT1350* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 AT1350  **This station is located in a subsidence area (see below).
 AT1350  ___________________________________________________________________
 AT1350  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1350  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AT1350
 AT1350  HORZ ORDER  -  SECOND
 AT1350
 AT1350.The horizontal coordinates were established by classical geodetic methods
 AT1350.and adjusted by the National Geodetic Survey in January 1993..
 AT1350
 AT1350 ** The orthometric height has not been validated since last determined
 AT1350 ** by differential leveling and should not be used for control purposes.
 AT1350 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1350 ** area with valid NAVD 88 orthometric heights.
 AT1350 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1350 ** epoch indicated which incorporates improved geoid heights for the
 AT1350 ** Southern Louisiana Subsidence area.
 AT1350 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1350
 AT1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1350
 AT1350.The geoid height was determined by GEOID03.
 AT1350
 AT1350;                    North         East     Units Scale Factor Converg.
 AT1350;SPC LA S     -   151,138.793 1,130,558.994   MT  0.99992890   +0 40 32.4
 AT1350;SPC LA S     -   495,861.19  3,709,175.63   sFT  0.99992890   +0 40 32.4
 AT1350;UTM  16      - 3,306,627.390   211,913.369   MT  1.00062412   -1 29 08.0
 AT1350;UTM  15      - 3,306,718.125   791,564.347   MT  1.00064900   +1 30 12.6
 AT1350
 AT1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1350!SPC LA S     -   1.00000371  x   0.99992890  =   0.99993261
 AT1350!UTM  16      -   1.00000371  x   1.00062412  =   1.00062784
 AT1350!UTM  15      -   1.00000371  x   1.00064900  =   1.00065272
 AT1350
 AT1350|---------------------------------------------------------------------|
 AT1350| PID    Reference Object                     Distance      Geod. Az  |
 AT1350|                                                           dddmmss.s |
 AT1350| DD6340 BELLE RM 1                           29.641 METERS 02439     |
 AT1350| AT1361 BELLE CHASSE CG RAD MAST            APPROX. 4.7 KM 0482917.1 |
 AT1350| AT1344 BELLE CHASSE MUNICIPAL TANK         APPROX. 2.7 KM 2192209.3 |
 AT1350| AU2742 BELLE CHASSE CALLENDER FLD TNK      APPROX. 4.8 KM 2303313.3 |
 AT1350| DD6339 BELLE AZ MK                                        2521805.0 |
 AT1350| DD6341 BELLE RM 2                           29.370 METERS 29639     |
 AT1350| AU2748 BELLE CHASSE BRIDGE SHAFT           APPROX. 3.1 KM 3033157.3 |
 AT1350| AU2689 GRETNA MUNICIPAL WATER TANK         APPROX. 7.9 KM 3080559.5 |
 AT1350| AU2690 GRETNA RADIO STA KKN 511 MAST       APPROX. 7.6 KM 3102455.0 |
 AT1350| AU2692 GRETNA TV STA WWL MAST              APPROX. 7.9 KM 3144503.3 |
 AT1350| AT1372 NEW ORLEANS ALGIERS WATER TANK      APPROX. 7.3 KM 3585212.2 |
 AT1350|---------------------------------------------------------------------|
 AT1350
 AT1350                          SUPERSEDED SURVEY CONTROL
 AT1350
 AT1350  NAD 83(1986)-  29 51 23.69056(N)    089 58 55.23408(W) AD(       ) 2
 AT1350  NAD 27      -  29 51 22.94719(N)    089 58 54.98432(W) AD(       ) 2
 AT1350  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 AT1350
 AT1350.Superseded values are not recommended for survey control.
 AT1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1350.See file dsdata.txt to determine how the superseded data were derived.
 AT1350
 AT1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1191306627(NAD 83)
 AT1350_MARKER: DS = TRIANGULATION STATION DISK
 AT1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1350+STABILITY: SURFACE MOTION
 AT1350
 AT1350  HISTORY     - Date     Condition        Report By
 AT1350  HISTORY     - 1966     MONUMENTED       CGS
 AT1350  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AT1350
 AT1350                          STATION DESCRIPTION
 AT1350
 AT1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1350'STATION IS LOCATED IN BELLE CHASSE ABOUT 0.1 MILE NORTHWEST OF THE
 AT1350'BELLE CHASSE FERRY
 AT1350'METAL WITNESS POST.
 AT1350'
 AT1350'AZIMUTH MARK, A STANDARD DISK STAMPED DEER 1966, IS SET IN A
 AT1350'ROUND CONCRETE
 AT1350'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 12 FEET SOUTH
 AT1350'OF A CONCRETE RETAINING WALL, 5
 AT1350'FEET SOUTH OF THE CENTER OF THE ROAD
 AT1350'ON TOP OF THE LEVEE AND 1.6 FEET WEST OF A METAL
 AT1350'LANDING AND ON PARISH PROPERTY.
 AT1350'
 AT1350'TO REACH THE STATION FROM THE POST OFFICE IN BELLE CHASSE, GO NORTH
 AT1350'AND NORTHWEST ON
 AT1350'STATE HIGHWAY 23 FOR 0.35 MILE TO THE AZIMUTH MARK ON
 AT1350'THE RIGHT.  CONTINUE NORTHWEST ON
 AT1350'STATE HIGHWAY 23 FOR 0.1 MILE TO A
 AT1350'SIDE ROAD RIGHT.  TURN RIGHT, CROSS RAILROAD AND GO
 AT1350'EAST AND SOUTHEAST
 AT1350'ON A PAVED STREET FOR 0.25 MILE TO THE TOP OF A LEVEE.  TURN LEFT AND
 AT1350'GO NORTH ALONG TOP OF
 AT1350'THE LEVEE FOR 0.1 MILE TO THE STATION ON THE LEFT AT
 AT1350'THE BASE OF THE LEVEE.
 AT1350'
 AT1350'STATION MARKS ARE STANDARD DISKS STAMPED BELLE 1966.  THE SURFACE
 AT1350'DISK IS SET IN THE
 AT1350'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AT1350'PROJECTS 6 INCHES.  IT IS 84 FEET
 AT1350'SOUTHEAST OF A 24 INCH OAK TREE, 83
 AT1350'FEET NORTHWEST OF THE TOP OF A LEVEE, 42 FEET
 AT1350'SOUTHWEST OF A POWER POLE
 AT1350'AND 1.9 FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 AT1350'DISK IS SET IN AN
 AT1350'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 AT1350'
 AT1350'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BELLE NO 1 1966, IS
 AT1350'SET IN THE TOP OF
 AT1350'A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AT1350'2 INCHES.  IT IS 80 FEET NORTHWEST
 AT1350'OF THE TOP OF THE LEVEE, 71 FEET
 AT1350'NORTH OF THE POWER POLE AND 1.6 FEET WEST OF A METAL
 AT1350'WITNESS POST.
 AT1350'
 AT1350'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BELLE NO 2 1966, IS
 AT1350'SET IN THE TOP OF
 AT1350'A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AT1350'6 INCHES.  IT IS 25 FEET SOUTHWEST
 AT1350'OF THE 24 INCH OAK TREE, 4 FEET
 AT1350'NORTHEAST OF THE NORTHEAST CORNER OF A SHEET METAL
 AT1350'BUILDING AND 1.5
 AT1350'FEET NORTH OF A METAL WITNESS POST.
 AT1350'
 AT1350'AZIMUTH MARK, A STANDARD DISK STAMPED BELLE 1966, IS SET IN THE TOP
 AT1350'OF A 12 INCH
 AT1350'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT
 AT1350'IS 67.3 FEET WEST OF THE WEST
 AT1350'RAIL OF A RAILROAD, 52 FEET EAST OF THE
 AT1350'CENTER OF STATE HIGHWAY 23 AND 1.3 FEET SOUTH OF
 AT1350'A METAL WITNESS POST.
 AT1350'
 AT1350'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AT1350
 AT1350                          STATION RECOVERY (1972)
 AT1350
 AT1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1350'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 AT1350'GOOD CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND TO
 AT1350'BE DESTROYED.
 AT1350'
 AT1350'THE STATION IS ON PROPERTY OWNED BY THE PLAQUEMINES PARISH.  BY RE-
 AT1350'QUEST OF MR. WHITE THE PARISH ENGINEER WANTS THE STATION MARK AND
 AT1350'REFERENCE MARK 1 REMOVED FROM THERE PRESENT POSITION.
 AT1350'
 AT1350'THE STATION MARK AND REFERENCE MARK 1 HAS BEEN DESTROYED.
 AT1350'
 AT1350'A BELLE 2 WAS ESTABLISHED AT THIS DATE.  FOR ADDITIONAL INFORMATION
 AT1350'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2955 ***********************************************************************
 AU2955  DESIGNATION -  BELLE
 AU2955  PID         -  AU2955
 AU2955  STATE/COUNTY-  LA/LAFOURCHE
 AU2955  USGS QUAD   -  BELLE PASS (1994)
 AU2955
 AU2955                         *CURRENT SURVEY CONTROL
 AU2955  ___________________________________________________________________
 AU2955* NAD 83(1992)-  29 05 02.30181(N)    090 14 35.07638(W)     ADJUSTED  
 AU2955* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2955  **This station is located in a subsidence area (see below).
 AU2955  ___________________________________________________________________
 AU2955  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AU2955  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2955
 AU2955  HORZ ORDER  -  SECOND
 AU2955
 AU2955.The horizontal coordinates were established by classical geodetic methods
 AU2955.and adjusted by the National Geodetic Survey in January 1993..
 AU2955
 AU2955 ** The orthometric height has not been validated since last determined
 AU2955 ** by differential leveling and should not be used for control purposes.
 AU2955 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2955 ** area with valid NAVD 88 orthometric heights.
 AU2955 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2955 ** epoch indicated which incorporates improved geoid heights for the
 AU2955 ** Southern Louisiana Subsidence area.
 AU2955 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2955.The orthometric height was scaled from a topographic map.
 AU2955
 AU2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2955
 AU2955.The geoid height was determined by GEOID03.
 AU2955
 AU2955;                    North         East     Units Scale Factor Converg.
 AU2955;SPC LA S     -    65,237.806 1,106,151.431   MT  1.00005274   +0 32 42.5
 AU2955;SPC LA S     -   214,034.37  3,629,098.49   sFT  1.00005274   +0 32 42.5
 AU2955;UTM  15      - 3,220,429.095   768,361.830   MT  1.00048880   +1 20 27.3
 AU2955
 AU2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2955!SPC LA S     -   1.00000374  x   1.00005274  =   1.00005648
 AU2955!UTM  15      -   1.00000374  x   1.00048880  =   1.00049254
 AU2955
 AU2955|---------------------------------------------------------------------|
 AU2955| PID    Reference Object                     Distance      Geod. Az  |
 AU2955|                                                           dddmmss.s |
 AU2955| DD6335 BELLE RM 1                           15.940 METERS 00057     |
 AU2955| DD6337 BELLE RM 3                           17.449 METERS 15105     |
 AU2955| DD6336 BELLE RM 2                           17.430 METERS 15138     |
 AU2955| DD6338 BELLE RM 4                           16.004 METERS 24129     |
 AU2955| AU2980 BAY                                 APPROX. 2.9 KM 3414947.9 |
 AU2955|---------------------------------------------------------------------|
 AU2955
 AU2955                          SUPERSEDED SURVEY CONTROL
 AU2955
 AU2955  NAD 83(1986)-  29 05 02.31788(N)    090 14 35.08900(W) AD(       ) 2
 AU2955  NAD 27      -  29 05 01.49300(N)    090 14 34.80200(W) AD(       ) 2
 AU2955
 AU2955.Superseded values are not recommended for survey control.
 AU2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2955.See file dsdata.txt to determine how the superseded data were derived.
 AU2955
 AU2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6836220429(NAD 83)
 AU2955_MARKER: DS = TRIANGULATION STATION DISK
 AU2955_SETTING: 0 = UNSPECIFIED SETTING
 AU2955
 AU2955  HISTORY     - Date     Condition        Report By
 AU2955  HISTORY     - 1928     MONUMENTED       CGS
 AU2955  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2955
 AU2955                          STATION DESCRIPTION
 AU2955
 AU2955'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2955'STATION IS ABOUT 7 MILES E OF TIMBALIER LIGHT ABOUT 3-1/2
 AU2955'MILES WESTWARD FROM PASS FOURCHON (NOW CLOSED), ON THE MOST
 AU2955'WESTERN POINT OF THE MAINLAND ADJACENT TO THE GULF.  THERE
 AU2955'IS A NARROW DEEP PASS BETWEEN THIS POINT OF LAND AND THE
 AU2955'MOST EASTERLY OF A STRING OF SMALL ISLANDS.
 AU2955'
 AU2955'THE STATION IS MARKED BY A WOODEN PLUG SET IN A CONCRETE-FILLED
 AU2955'TILE FORM WITH BELLE WRITTEN ON THE CONCRETE.
 AU2955'
 AU2955'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2955'IS 15.94 METERS (52.3 FEET) FROM
 AU2955'THE STATION N 0 DEG 57 MIN E.
 AU2955'
 AU2955'REFERENCE MARK NO. 2 IS LOST.
 AU2955'
 AU2955'REFERENCE MARK NO. 3, A PLUG IN THE TOP OF A CONCRETE-FILLED
 AU2955'TILE PLACED OVER A 2- BY 4-INCH STAKE DRIVEN INTO THE SAND,
 AU2955'WITH 3 INSCRIBED ON THE CONCRETE, IS FLUSH WITH THE SAND
 AU2955'AND 17.449 METERS (57.25 FEET) FROM THE STATION
 AU2955'S 20 DEG 55 MIN E.
 AU2955'
 AU2955'REFERENCE MARK NO. 4, A PLUG IN THE TOP OF A CONCRETE-FILLED
 AU2955'TILE PLACED OVER A 2- BY 4-INCH STAKE DRIVEN INTO THE SAND
 AU2955'WITH 4 INSCRIBED ON THE CONCRETE, IS FLUSH WITH THE SAND
 AU2955'AND 16.004 METERS (52.51 FEET) FROM THE STATION
 AU2955'S 61 DEG 29 MIN W.
 AU2955'
 AU2955'IN 1937 A LETTER FROM THE GULF REFINING COMPANY STATED THAT
 AU2955'THIS STATION WAS LOST, DUE TO EROSION OF THE SHORE LINE.
 AU2955'IN 1938 A LETTER FROM THE GULF RESEARCH AND DEVELOPMENT
 AU2955'COMPANY STATED THAT THE STATION COULD NOT BE FOUND.
 AU2955
 AU2955                          STATION RECOVERY (1952)
 AU2955
 AU2955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2955'STATION IS LOST THROUGH EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1356 ***********************************************************************
 AT1356  DESIGNATION -  BELLE 2
 AT1356  PID         -  AT1356
 AT1356  STATE/COUNTY-  LA/PLAQUEMINES
 AT1356  USGS QUAD   -  BELLE CHASSE (1994)
 AT1356
 AT1356                         *CURRENT SURVEY CONTROL
 AT1356  ___________________________________________________________________
 AT1356* NAD 83(1992)-  29 51 26.28338(N)    089 58 53.85311(W)     ADJUSTED  
 AT1356* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 AT1356  **This station is located in a subsidence area (see below).
 AT1356  ___________________________________________________________________
 AT1356  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1356  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AT1356
 AT1356  HORZ ORDER  -  FIRST
 AT1356
 AT1356.The horizontal coordinates were established by classical geodetic methods
 AT1356.and adjusted by the National Geodetic Survey in January 1993..
 AT1356
 AT1356 ** The orthometric height has not been validated since last determined
 AT1356 ** by differential leveling and should not be used for control purposes.
 AT1356 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1356 ** area with valid NAVD 88 orthometric heights.
 AT1356 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1356 ** epoch indicated which incorporates improved geoid heights for the
 AT1356 ** Southern Louisiana Subsidence area.
 AT1356 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1356
 AT1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1356
 AT1356.The geoid height was determined by GEOID03.
 AT1356
 AT1356;                    North         East     Units Scale Factor Converg.
 AT1356;SPC LA S     -   151,219.473 1,130,595.095   MT  0.99992887   +0 40 33.1
 AT1356;SPC LA S     -   496,125.89  3,709,294.07   sFT  0.99992887   +0 40 33.1
 AT1356;UTM  16      - 3,306,706.707   211,952.514   MT  1.00062384   -1 29 07.4
 AT1356;UTM  15      - 3,306,799.377   791,599.303   MT  1.00064925   +1 30 13.4
 AT1356
 AT1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1356!SPC LA S     -   1.00000378  x   0.99992887  =   0.99993265
 AT1356!UTM  16      -   1.00000378  x   1.00062384  =   1.00062762
 AT1356!UTM  15      -   1.00000378  x   1.00064925  =   1.00065303
 AT1356
 AT1356|---------------------------------------------------------------------|
 AT1356| PID    Reference Object                     Distance      Geod. Az  |
 AT1356|                                                           dddmmss.s |
 AT1356| DD6342 BELLE 2 RM 3                         25.847 METERS 18904     |
 AT1356| AT1350 BELLE                                88.395 METERS 20447     |
 AT1356| DD6344 BELLE 2 RM 5                                       2934348.2 |
 AT1356| DD6343 BELLE 2 RM 4                         28.036 METERS 29452     |
 AT1356|---------------------------------------------------------------------|
 AT1356
 AT1356                          SUPERSEDED SURVEY CONTROL
 AT1356
 AT1356  NAD 83(1986)-  29 51 26.29707(N)    089 58 53.85351(W) AD(       ) 1
 AT1356  NAD 27      -  29 51 25.55305(N)    089 58 53.60418(W) AD(       ) 1
 AT1356  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 AT1356
 AT1356.Superseded values are not recommended for survey control.
 AT1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1356.See file dsdata.txt to determine how the superseded data were derived.
 AT1356
 AT1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1195306707(NAD 83)
 AT1356_MARKER: DS = TRIANGULATION STATION DISK
 AT1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1356+STABILITY: SURFACE MOTION
 AT1356
 AT1356  HISTORY     - Date     Condition        Report By
 AT1356  HISTORY     - 1972     MONUMENTED       NGS
 AT1356
 AT1356                          STATION DESCRIPTION
 AT1356
 AT1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1356'MEASUREMENTS WERE MADE WITH A 30 METER AND A 300 FOOT TAPE HOLDING
 AT1356'5 AND 10 KGS. TENSION.
 AT1356'
 AT1356'THE STATION IS ABOUT 8 MILES SOUTHEAST OF NEW ORLEANS, 6 MILES SOUTH
 AT1356'OF CHALMETTE, 0.1 MILE NORTH OF THE BELLE CHASSE FERRY, IN SECTION
 AT1356'20, T 14 S, R 25 E, AND ON LAND OWNED BY THE PLAQUEMINES PARISH, MR.
 AT1356'WHITE, PARISH ENGINEER, BELLE CHASSE, LOUISIANA, TELEPHONE
 AT1356'NUMBER 394-3821.
 AT1356'
 AT1356'TO REACH THE STATION FROM THE POST OFFICE IN BELLE CHASSE, GO NORTH
 AT1356'AND NORTHWEST ON STATE HIGHWAY 23 FOR 0.5 MILE TO AVENUE G ON THE
 AT1356'RIGHT.  TURN RIGHT AND GO EAST ON AVENUE G FOR 0.35 MILE TO
 AT1356'MAIN STREET ON THE LEFT, CONTINUE EAST ON AVENUE G FOR 0.1 MILE TO
 AT1356'THE PARISH ENGINEERS OFFICE ON THE LEFT, JUST BEFORE REACHING THE
 AT1356'BELLE CHASSE FERRY, TURN LEFT AND GO NORTH ON A SHELL ROAD ON THE
 AT1356'EAST SIDE OF THE ENGINEERS OFFICE FOR 0.1 MILE TO THE STATION.
 AT1356'
 AT1356'STATION MARKS ARE STANDARD DISKS STAMPED BELLE 2 1972.  THE SURFACE
 AT1356'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AT1356'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108 FEET EAST-SOUTHEAST
 AT1356'OF THE EAST RAIL OF A RAILROAD TRACK, 74 FEET WEST OF THE CENTER
 AT1356'OF A LEVEE AND 27 FEET SOUTH-SOUTHWEST OF A ROAD LEADING TO THE
 AT1356'LEVEE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 AT1356'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AT1356'
 AT1356'REFERENCE MARK 3, A STANDARD DISK STAMPED BELLE 2 NO 3 1972, IS SET
 AT1356'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 AT1356'BELOW THE GROUND SURFACE.  IT IS 53 FEET WEST OF THE CENTER OF THE
 AT1356'TOP OF THE LEVEE.
 AT1356'
 AT1356'REFERENCE MARK 4, A STANDARD DISK STAMPED BELLE 2 NO 4 1972, IS SET
 AT1356'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 AT1356'BELOW THE GROUND SURFACE.  IT IS 20 FEET SOUTH-SOUTHWEST OF THE
 AT1356'ROAD LEADING TO THE LEVEE AND 16 FEET EAST OF THE EAST RAIL OF THE
 AT1356'RAILROAD TRACKS.
 AT1356'
 AT1356'REFERENCE MARK 5, A STANDARD DISK STAMPED BELLE 2 NO 5 1972, IS SET
 AT1356'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AT1356'1 INCH ABOVE THE GROUND SURFACE.  IT IS 48 FEET SOUTH-SOUTHWEST OF A
 AT1356'DRIVEWAY, 22 FEET EAST-SOUTHEAST OF THE CENTER OF MAIN STREET, 3
 AT1356'FEET NORTH-NORTHEAST OF A POWERLINE POLE AND 2 FEET SOUTH-SOUTHWEST
 AT1356'OF A METAL WITNESS POST.
 AT1356'
 AT1356'TO REACH THE AZIMUTH MARK FROM AVENUE G AND MAIN STREET, GO NORTH ON
 AT1356'MAIN STREET FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 AT1356'
 AT1356'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2742 ***********************************************************************
 AU2742  DESIGNATION -  BELLE CHASSE CALLENDER FLD TNK
 AU2742  PID         -  AU2742
 AU2742  STATE/COUNTY-  LA/PLAQUEMINES
 AU2742  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2742
 AU2742                         *CURRENT SURVEY CONTROL
 AU2742  ___________________________________________________________________
 AU2742* NAD 83(1992)-  29 49 44.33408(N)    090 01 13.68610(W)     ADJUSTED  
 AU2742* NAVD 88     -                                                        
 AU2742  **This station is located in a subsidence area (see below).
 AU2742  ___________________________________________________________________
 AU2742  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2742  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AU2742
 AU2742  HORZ ORDER  -  THIRD
 AU2742
 AU2742.The horizontal coordinates were established by classical geodetic methods
 AU2742.and adjusted by the National Geodetic Survey in January 1993..
 AU2742
 AU2742 ** The orthometric height has not been validated since last determined
 AU2742 ** by differential leveling and should not be used for control purposes.
 AU2742 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2742 ** area with valid NAVD 88 orthometric heights.
 AU2742 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2742 ** epoch indicated which incorporates improved geoid heights for the
 AU2742 ** Southern Louisiana Subsidence area.
 AU2742 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2742
 AU2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2742
 AU2742.The geoid height was determined by GEOID03.
 AU2742
 AU2742;                    North         East     Units Scale Factor Converg.
 AU2742;SPC LA S     -   148,037.084 1,126,878.460   MT  0.99993022   +0 39 23.2
 AU2742;SPC LA S     -   485,685.00  3,697,100.41   sFT  0.99993022   +0 39 23.2
 AU2742;UTM  15      - 3,303,561.375   787,926.409   MT  1.00062298   +1 28 59.1
 AU2742;UTM  16      - 3,303,664.548   208,115.828   MT  1.00065131   -1 30 12.5
 AU2742
 AU2742                          SUPERSEDED SURVEY CONTROL
 AU2742
 AU2742  NAD 83(1986)-  29 49 44.34809(N)    090 01 13.68704(W) AD(       ) 4
 AU2742  NAD 27      -  29 49 43.60136(N)    090 01 13.43180(W) AD(       ) 3
 AU2742
 AU2742.Superseded values are not recommended for survey control.
 AU2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2742.See file dsdata.txt to determine how the superseded data were derived.
 AU2742
 AU2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8792603561(NAD 83)
 AU2742_MARKER: 53 = ELEVATED TANK
 AU2742
 AU2742  HISTORY     - Date     Condition        Report By
 AU2742  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2742  HISTORY     - 1972     GOOD             NGS
 AU2742
 AU2742                          STATION DESCRIPTION
 AU2742
 AU2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2742'STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF BELLE CHASSE
 AU2742'AND AT U.S. NAVAL AIR STATION ALVIN CALLENDER FIELD.
 AU2742'
 AU2742'TO REACH FROM POST OFFICE IN BELLE CHASSE, GO SOUTHWESTERLY
 AU2742'ON STATE HIGHWAY 23 FOR 2.1 MILES TO ENTRANCE TO ALVIN CALLENDER
 AU2742'FIELD, TURN RIGHT GO WESTERLY ON RUSSEL AVENUE FOR 0.15
 AU2742'MILE TO MAIN GATE, CONTINUE STRAIGHT AHEAD ON RUSSEL AVENUE
 AU2742'FOR 0.25 MILE TO FORK AND AVENUE D ON RIGHT, KEEP RIGHT AND
 AU2742'GO NORTHWEST FOR 0.55 MILE TO SECOND STREET AND STATION
 AU2742'IN SOUTHWEST CORNER OF INTERSECTION.
 AU2742'
 AU2742'STATION IS OVAL WATER TANK SUPPORTED BY 10 LEGS, IS PAINTED
 AU2742'RED AND WHITE CHECK, HAS A ROTATING BEACON ON TOP AND IS
 AU2742'APPROXIMATELY 150 FEET HIGH.
 AU2742'
 AU2742'POINT INTERSECTED WAS TOP AND CENTER.
 AU2742
 AU2742                          STATION RECOVERY (1972)
 AU2742
 AU2742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2742'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AU2742'IS ADEQUATE.
 AU2742'
 AU2742'POINT INTERSECTED WAS THE BEACON LIGHT ON TOP OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1361 ***********************************************************************
 AT1361  DESIGNATION -  BELLE CHASSE CG RAD MAST
 AT1361  PID         -  AT1361
 AT1361  STATE/COUNTY-  LA/PLAQUEMINES
 AT1361  USGS QUAD   -  CHALMETTE (1994)
 AT1361
 AT1361                         *CURRENT SURVEY CONTROL
 AT1361  ___________________________________________________________________
 AT1361* NAD 83(1992)-  29 53 04.75024(N)    089 56 44.16657(W)     ADJUSTED  
 AT1361* NAVD 88     -                                                        
 AT1361  **This station is located in a subsidence area (see below).
 AT1361  ___________________________________________________________________
 AT1361  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AT1361  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AT1361
 AT1361  HORZ ORDER  -  THIRD
 AT1361
 AT1361.The horizontal coordinates were established by classical geodetic methods
 AT1361.and adjusted by the National Geodetic Survey in January 1993..
 AT1361
 AT1361 ** The orthometric height has not been validated since last determined
 AT1361 ** by differential leveling and should not be used for control purposes.
 AT1361 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1361 ** area with valid NAVD 88 orthometric heights.
 AT1361 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1361 ** epoch indicated which incorporates improved geoid heights for the
 AT1361 ** Southern Louisiana Subsidence area.
 AT1361 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1361
 AT1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1361
 AT1361.The geoid height was determined by GEOID03.
 AT1361
 AT1361;                    North         East     Units Scale Factor Converg.
 AT1361;SPC LA S     -   154,292.602 1,134,038.671   MT  0.99992779   +0 41 38.0
 AT1361;SPC LA S     -   506,208.31  3,720,591.87   sFT  0.99992779   +0 41 38.0
 AT1361;UTM  16      - 3,309,649.754   215,511.997   MT  1.00059868   -1 28 07.1
 AT1361;UTM  15      - 3,309,924.266   795,000.577   MT  1.00067387   +1 31 22.7
 AT1361
 AT1361                          SUPERSEDED SURVEY CONTROL
 AT1361
 AT1361  NAD 83(1986)-  29 53 04.76320(N)    089 56 44.16683(W) AD(       ) 4
 AT1361  NAD 27      -  29 53 04.02374(N)    089 56 43.91887(W) AD(       ) 3
 AT1361
 AT1361.Superseded values are not recommended for survey control.
 AT1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1361.See file dsdata.txt to determine how the superseded data were derived.
 AT1361
 AT1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1551209650(NAD 83)
 AT1361_MARKER: 27 = RADIO RANGE MAST
 AT1361
 AT1361  HISTORY     - Date     Condition        Report By
 AT1361  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1361  HISTORY     - 1972     GOOD             NGS
 AT1361
 AT1361                          STATION DESCRIPTION
 AT1361
 AT1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1361'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A 3 LEGGED GUYED
 AT1361'STEEL STRUCTURE
 AT1361'PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS AND HAS
 AT1361'A RED LIGHT ON TOP.  THE OVERALL
 AT1361'HEIGHT IS 300 FEET.
 AT1361'
 AT1361'LOCATED ABOUT 1-3/4 MILES NORTH-NORTHEAST OF BELLE CHASSE ON THE
 AT1361'GROUNDS OF THE OLD
 AT1361'BELLE CHASSE AMMUNITIONS DEPOT AND OWNED AND OPERATED
 AT1361'BY THE U.S. COAST GUARD.
 AT1361'
 AT1361'POINT INTERSECTED WAS THE TOP CENTER.
 AT1361
 AT1361                          STATION RECOVERY (1972)
 AT1361
 AT1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1361'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION IS
 AT1361'ADEQUATE.
 AT1361'
 AT1361'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2757 ***********************************************************************
 AU2757  DESIGNATION -  BELLE CHASSE COMM CO RAD MAST
 AU2757  PID         -  AU2757
 AU2757  STATE/COUNTY-  LA/JEFFERSON
 AU2757  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2757
 AU2757                         *CURRENT SURVEY CONTROL
 AU2757  ___________________________________________________________________
 AU2757* NAD 83(1992)-  29 49 57.02953(N)    090 06 10.70182(W)     ADJUSTED  
 AU2757* NAVD 88     -                                                        
 AU2757  **This station is located in a subsidence area (see below).
 AU2757  ___________________________________________________________________
 AU2757  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU2757  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU2757
 AU2757  HORZ ORDER  -  THIRD
 AU2757
 AU2757.The horizontal coordinates were established by classical geodetic methods
 AU2757.and adjusted by the National Geodetic Survey in January 1993..
 AU2757
 AU2757 ** The orthometric height has not been validated since last determined
 AU2757 ** by differential leveling and should not be used for control purposes.
 AU2757 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2757 ** area with valid NAVD 88 orthometric heights.
 AU2757 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2757 ** epoch indicated which incorporates improved geoid heights for the
 AU2757 ** Southern Louisiana Subsidence area.
 AU2757 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2757
 AU2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2757
 AU2757.The geoid height was determined by GEOID03.
 AU2757
 AU2757;                    North         East     Units Scale Factor Converg.
 AU2757;SPC LA S     -   148,339.464 1,118,901.158   MT  0.99993004   +0 36 54.7
 AU2757;SPC LA S     -   486,677.06  3,670,928.22   sFT  0.99993004   +0 36 54.7
 AU2757;UTM  15      - 3,303,748.740   779,940.268   MT  1.00056701   +1 26 31.6
 AU2757
 AU2757                          SUPERSEDED SURVEY CONTROL
 AU2757
 AU2757  NAD 83(1986)-  29 49 57.04457(N)    090 06 10.70278(W) AD(       ) 4
 AU2757  NAD 27      -  29 49 56.29711(N)    090 06 10.43926(W) AD(       ) 3
 AU2757
 AU2757.Superseded values are not recommended for survey control.
 AU2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2757.See file dsdata.txt to determine how the superseded data were derived.
 AU2757
 AU2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7994003749(NAD 83)
 AU2757_MARKER: 42 = RADIO/TV MAST
 AU2757
 AU2757  HISTORY     - Date     Condition        Report By
 AU2757  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2757
 AU2757                          STATION DESCRIPTION
 AU2757
 AU2757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2757'THE BELLE CHASSE, COMMUNICATIONS COMPANY RADIO STATION KKV 548 MAST
 AU2757'IS LOCATED 4-1/2 MILES SOUTH OF MARRERO, 3/4 MILES EAST OF STATE
 AU2757'HIGHWAY 45 AND 1-1/2 MILES SOUTH-SOUTHEAST OF VISITATION SCHOOL.
 AU2757'
 AU2757'THE MAST IS RED AND WHITE IN ALTERNATE SECTIONS, 280 FEET HIGH AND
 AU2757'HAS A RED LIGHT ATOP.  THE RED LIGHT ATOP WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1349 ***********************************************************************
 AT1349  DESIGNATION -  BELLE CHASSE DALC WATER WKS TK
 AT1349  PID         -  AT1349
 AT1349  STATE/COUNTY-  LA/PLAQUEMINES
 AT1349  USGS QUAD   -  BELLE CHASSE (1994)
 AT1349
 AT1349                         *CURRENT SURVEY CONTROL
 AT1349  ___________________________________________________________________
 AT1349* NAD 83(1992)-  29 51 40.66221(N)    089 58 14.94682(W)     ADJUSTED  
 AT1349* NAVD 88     -                                                        
 AT1349  **This station is located in a subsidence area (see below).
 AT1349  ___________________________________________________________________
 AT1349  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AT1349  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AT1349
 AT1349  HORZ ORDER  -  THIRD
 AT1349
 AT1349.The horizontal coordinates were established by classical geodetic methods
 AT1349.and adjusted by the National Geodetic Survey in January 1993..
 AT1349
 AT1349 ** The orthometric height has not been validated since last determined
 AT1349 ** by differential leveling and should not be used for control purposes.
 AT1349 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1349 ** area with valid NAVD 88 orthometric heights.
 AT1349 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1349 ** epoch indicated which incorporates improved geoid heights for the
 AT1349 ** Southern Louisiana Subsidence area.
 AT1349 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1349
 AT1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1349
 AT1349.The geoid height was determined by GEOID03.
 AT1349
 AT1349;                    North         East     Units Scale Factor Converg.
 AT1349;SPC LA S     -   151,674.524 1,131,633.929   MT  0.99992869   +0 40 52.6
 AT1349;SPC LA S     -   497,618.83  3,712,702.32   sFT  0.99992869   +0 40 52.6
 AT1349;UTM  16      - 3,307,122.543   213,008.500   MT  1.00061634   -1 28 48.7
 AT1349;UTM  15      - 3,307,269.733   792,632.201   MT  1.00065669   +1 30 33.5
 AT1349
 AT1349                          SUPERSEDED SURVEY CONTROL
 AT1349
 AT1349  NAD 83(1986)-  29 51 40.67558(N)    089 58 14.94741(W) AD(       ) 4
 AT1349  NAD 27      -  29 51 39.93944(N)    089 58 14.69932(W) AD(       ) 3
 AT1349
 AT1349.Superseded values are not recommended for survey control.
 AT1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1349.See file dsdata.txt to determine how the superseded data were derived.
 AT1349
 AT1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1300807123(NAD 83)
 AT1349_MARKER: 53 = ELEVATED TANK
 AT1349
 AT1349  HISTORY     - Date     Condition        Report By
 AT1349  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1349  HISTORY     - 1972     GOOD             NGS
 AT1349
 AT1349                          STATION DESCRIPTION
 AT1349
 AT1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1349'STATION IS LOCATED ABOUT 6 MILES SOUTH OF
 AT1349'CHALMETTE, 1 MILE
 AT1349'NORTHEAST OF BELLE CHASSE AND ON THE EAST SIDE
 AT1349'OF MISSISSIPPI RIVER.
 AT1349'
 AT1349'TO REACH FROM THE BELLE CHASSE FERRY LANDING ON EAST SIDE OF
 AT1349'MISSISSIPPI RIVER,
 AT1349'GO NORTHERLY ON STATE HIGHWAY 39 FOR 1 MILE TO
 AT1349'STATION ON RIGHT.
 AT1349'
 AT1349'STATION IS SILVER PAINTED WATER TANK SUPPORTED BY 7 LEGS, IS
 AT1349'APPROXIMATELY 160
 AT1349'FEET HIGH AND HAS DALCOUR WATER WORKS PAINTED
 AT1349'ON WEST SIDE OF TANK.
 AT1349'
 AT1349'POINT INTERSECTED WAS TOP AND CENTER.
 AT1349
 AT1349                          STATION RECOVERY (1972)
 AT1349
 AT1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1349'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AT1349'IS ADEQUATE.
 AT1349'
 AT1349'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1344 ***********************************************************************
 AT1344  DESIGNATION -  BELLE CHASSE MUNICIPAL TANK
 AT1344  PID         -  AT1344
 AT1344  STATE/COUNTY-  LA/PLAQUEMINES
 AT1344  USGS QUAD   -  BELLE CHASSE (1994)
 AT1344
 AT1344                         *CURRENT SURVEY CONTROL
 AT1344  ___________________________________________________________________
 AT1344* NAD 83(1992)-  29 50 15.95746(N)    089 59 58.96249(W)     ADJUSTED  
 AT1344* NAVD 88     -                                                        
 AT1344  **This station is located in a subsidence area (see below).
 AT1344  ___________________________________________________________________
 AT1344  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1344  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AT1344
 AT1344  HORZ ORDER  -  THIRD
 AT1344
 AT1344.The horizontal coordinates were established by classical geodetic methods
 AT1344.and adjusted by the National Geodetic Survey in January 1993..
 AT1344
 AT1344 ** The orthometric height has not been validated since last determined
 AT1344 ** by differential leveling and should not be used for control purposes.
 AT1344 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1344 ** area with valid NAVD 88 orthometric heights.
 AT1344 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1344 ** epoch indicated which incorporates improved geoid heights for the
 AT1344 ** Southern Louisiana Subsidence area.
 AT1344 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1344
 AT1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1344
 AT1344.The geoid height was determined by GEOID03.
 AT1344
 AT1344;                    North         East     Units Scale Factor Converg.
 AT1344;SPC LA S     -   149,033.848 1,128,873.003   MT  0.99992977   +0 40 00.6
 AT1344;SPC LA S     -   488,955.22  3,703,644.18   sFT  0.99992977   +0 40 00.6
 AT1344;UTM  16      - 3,304,586.081   210,147.975   MT  1.00063671   -1 29 36.7
 AT1344;UTM  15      - 3,304,587.534   789,907.746   MT  1.00063711   +1 29 37.8
 AT1344
 AT1344                          SUPERSEDED SURVEY CONTROL
 AT1344
 AT1344  NAD 83(1986)-  29 50 15.97132(N)    089 59 58.96319(W) AD(       ) 4
 AT1344  NAD 27      -  29 50 15.22583(N)    089 59 58.71114(W) AD(       ) 3
 AT1344
 AT1344.Superseded values are not recommended for survey control.
 AT1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1344.See file dsdata.txt to determine how the superseded data were derived.
 AT1344
 AT1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1014804586(NAD 83)
 AT1344_MARKER: 53 = ELEVATED TANK
 AT1344
 AT1344  HISTORY     - Date     Condition        Report By
 AT1344  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1344  HISTORY     - 1972     GOOD             NGS
 AT1344
 AT1344                          STATION DESCRIPTION
 AT1344
 AT1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1344'STATION IS LOCATED IN BELLE CHASSE, IS 1.2 MILES
 AT1344'SOUTHWEST OF POST
 AT1344'OFFICE AND ON THE EAST SIDE OF STATE HIGHWAY 23.
 AT1344'
 AT1344'STATION IS A OLD TYPE WATER TANK SUPPORTED BY 6 LEGS, IS PAINTED
 AT1344'RED AND WHITE
 AT1344'CHECK, HAS A LIGHT ON TOP AND IS APPROXIMATELY 150 FEET
 AT1344'HIGH.
 AT1344'
 AT1344'POINT INTERSECTED WAS TOP AND CENTER.
 AT1344
 AT1344                          STATION RECOVERY (1972)
 AT1344
 AT1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1344'STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 AT1344'IS ADEQUATE.
 AT1344'
 AT1344'POINT INTERSECTED WAS THE LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1385 ***********************************************************************
 AT1385  DESIGNATION -  BELLE CHASSE STATE SCHOOL TANK
 AT1385  PID         -  AT1385
 AT1385  STATE/COUNTY-  LA/PLAQUEMINES
 AT1385  USGS QUAD   -  CHALMETTE (1994)
 AT1385
 AT1385                         *CURRENT SURVEY CONTROL
 AT1385  ___________________________________________________________________
 AT1385* NAD 83(1992)-  29 53 40.98642(N)    089 58 37.17014(W)     ADJUSTED  
 AT1385* NAVD 88     -                                                        
 AT1385  **This station is located in a subsidence area (see below).
 AT1385  ___________________________________________________________________
 AT1385  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1385  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AT1385
 AT1385  HORZ ORDER  -  THIRD
 AT1385
 AT1385.The horizontal coordinates were established by classical geodetic methods
 AT1385.and adjusted by the National Geodetic Survey in January 1993..
 AT1385
 AT1385 ** The orthometric height has not been validated since last determined
 AT1385 ** by differential leveling and should not be used for control purposes.
 AT1385 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1385 ** area with valid NAVD 88 orthometric heights.
 AT1385 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1385 ** epoch indicated which incorporates improved geoid heights for the
 AT1385 ** Southern Louisiana Subsidence area.
 AT1385 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1385
 AT1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1385
 AT1385.The geoid height was determined by GEOID03.
 AT1385
 AT1385;                    North         East     Units Scale Factor Converg.
 AT1385;SPC LA S     -   155,371.919 1,130,993.712   MT  0.99992745   +0 40 41.5
 AT1385;SPC LA S     -   509,749.37  3,710,601.87   sFT  0.99992745   +0 40 41.5
 AT1385;UTM  16      - 3,310,844.026   212,507.892   MT  1.00061989   -1 29 05.2
 AT1385;UTM  15      - 3,310,960.158   791,938.065   MT  1.00065168   +1 30 27.9
 AT1385
 AT1385                          SUPERSEDED SURVEY CONTROL
 AT1385
 AT1385  NAD 83(1986)-  29 53 40.99998(N)    089 58 37.17012(W) AD(       ) 4
 AT1385  NAD 27      -  29 53 40.26198(N)    089 58 36.92050(W) AD(       ) 3
 AT1385
 AT1385.Superseded values are not recommended for survey control.
 AT1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1385.See file dsdata.txt to determine how the superseded data were derived.
 AT1385
 AT1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1250810844(NAD 83)
 AT1385_MARKER: 53 = ELEVATED TANK
 AT1385
 AT1385  HISTORY     - Date     Condition        Report By
 AT1385  HISTORY     - 1972     FIRST OBSERVED   NGS
 AT1385
 AT1385                          STATION DESCRIPTION
 AT1385
 AT1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1385'THE STATION IS THE LIGHT IN THE APPROXIMATE CENTER OF THE WATER TANK.
 AT1385'THE WATER TANK IS A SPHERICAL TYPE WATER TANK THAT IS PAINTED WHITE
 AT1385'AND SUPPORTED BY A SINGLE STANDPIPE.  IT IS LOCATED ABOUT 3 MILES
 AT1385'NORTH OF BELLE CHASSE, 2 MILES SOUTH OF THE MISSISSIPPI RIVER AND
 AT1385'0.15 MILE NORTH-EAST OF HEBERT BOULEVARD.
 AT1385'
 AT1385'POINT INTERSECTED WAS THE LIGHT IN THE APPROXIMATE CENTER OF THE
 AT1385'TANK.
 AT1385'
 AT1385'THE OVER ALL HEIGHT OF THE TANK IS 125 FEET.
 AT1385'
 AT1385'THE STATION IS THE STATE SCHOOL WATER TANK OWNED AND OPERATED BY
 AT1385'SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0645 ***********************************************************************
 AV0645  DESIGNATION -  BELLE IS BAYOU CONSERVATION TR
 AV0645  PID         -  AV0645
 AV0645  STATE/COUNTY-  LA/VERMILION
 AV0645  USGS QUAD   -  FEARMAN LAKE (1979)
 AV0645
 AV0645                         *CURRENT SURVEY CONTROL
 AV0645  ___________________________________________________________________
 AV0645* NAD 83(1992)-  29 40 28.89373(N)    092 08 06.10505(W)     ADJUSTED  
 AV0645* NAVD 88     -                                                        
 AV0645  **This station is located in a subsidence area (see below).
 AV0645  ___________________________________________________________________
 AV0645  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AV0645  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AV0645
 AV0645  HORZ ORDER  -  THIRD
 AV0645
 AV0645.The horizontal coordinates were established by classical geodetic methods
 AV0645.and adjusted by the National Geodetic Survey in January 1993..
 AV0645
 AV0645 ** The orthometric height has not been validated since last determined
 AV0645 ** by differential leveling and should not be used for control purposes.
 AV0645 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0645 ** area with valid NAVD 88 orthometric heights.
 AV0645 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0645 ** epoch indicated which incorporates improved geoid heights for the
 AV0645 ** Southern Louisiana Subsidence area.
 AV0645 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0645
 AV0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0645
 AV0645.The geoid height was determined by GEOID03.
 AV0645
 AV0645;                    North         East     Units Scale Factor Converg.
 AV0645;SPC LA S     -   130,480.130   922,401.456   MT  0.99994185   -0 24 03.1
 AV0645;SPC LA S     -   428,083.56  3,026,245.44   sFT  0.99994185   -0 24 03.1
 AV0645;UTM  15      - 3,283,052.346   583,696.812   MT  0.99968643   +0 25 41.7
 AV0645
 AV0645                          SUPERSEDED SURVEY CONTROL
 AV0645
 AV0645  NAD 83(1986)-  29 40 28.91511(N)    092 08 06.09516(W) AD(       ) 4
 AV0645  NAD 27      -  29 40 28.14400(N)    092 08 05.63400(W) AD(       ) 3
 AV0645
 AV0645.Superseded values are not recommended for survey control.
 AV0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0645.See file dsdata.txt to determine how the superseded data were derived.
 AV0645
 AV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8369783052(NAD 83)
 AV0645_MARKER: 55 = TOWER
 AV0645
 AV0645  HISTORY     - Date     Condition        Report By
 AV0645  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0645  HISTORY     - 1947     GOOD             CGS
 AV0645  HISTORY     - 1948     GOOD             CGS
 AV0645  HISTORY     - 1955     GOOD             CGS
 AV0645
 AV0645                          STATION DESCRIPTION
 AV0645
 AV0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0645'THE STATION IS THE TOP OF A 50-FOOT WOODEN SCAFFOLD LOOKOUT
 AV0645'TOWER ON THE N BANK AND NEAR THE MOUTH OF BELLE ISLE BAYOU,
 AV0645'AT THE SW PORTION OF REDFISH POINT.
 AV0645'
 AV0645'NOTE--IN A COMMUNICATION FROM THE LOUISIANA CONSERVATION
 AV0645'DEPARTMENT, THIS TOWER IS DESCRIBED AS A 39-FOOT LOOKOUT
 AV0645'TOWER CONSTRUCTED AT THE BIG CAMP ON FIRMAN BAYOU.
 AV0645
 AV0645                          STATION RECOVERY (1947)
 AV0645
 AV0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0645'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  VERIFICATION
 AV0645'WAS OBTAINED FROM THE WARDEN RESIDING THERE THAT THE POSITION
 AV0645'OF THE TOWER IS THE SAME AS IN 1933.
 AV0645
 AV0645                          STATION RECOVERY (1948)
 AV0645
 AV0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0645'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AV0645
 AV0645                          STATION RECOVERY (1955)
 AV0645
 AV0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0645'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AV0645'ADEQUATE EXCEPT THAT TOWER IS LOCATED ON BAYOU FEARMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2398 ***********************************************************************
 AU2398  DESIGNATION -  BELLE ISLE 2
 AU2398  PID         -  AU2398
 AU2398  STATE/COUNTY-  LA/ST MARY
 AU2398  USGS QUAD   -  BELLE ISLE (1994)
 AU2398
 AU2398                         *CURRENT SURVEY CONTROL
 AU2398  ___________________________________________________________________
 AU2398* NAD 83(1992)-  29 31 28.21381(N)    091 24 10.04348(W)     ADJUSTED  
 AU2398* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 AU2398  ___________________________________________________________________
 AU2398  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2398  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AU2398
 AU2398  HORZ ORDER  -  SECOND
 AU2398
 AU2398.The horizontal coordinates were established by classical geodetic methods
 AU2398.and adjusted by the National Geodetic Survey in January 1993..
 AU2398
 AU2398.The orthometric height was scaled from a topographic map.
 AU2398
 AU2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2398
 AU2398.The geoid height was determined by GEOID03.
 AU2398
 AU2398;                    North         East     Units Scale Factor Converg.
 AU2398;SPC LA S     -   113,563.751   993,266.950   MT  0.99996007   -0 02 05.0
 AU2398;SPC LA S     -   372,583.74  3,258,743.32   sFT  0.99996007   -0 02 05.0
 AU2398;UTM  15      - 3,267,161.786   654,786.688   MT  0.99989563   +0 47 14.1
 AU2398
 AU2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2398!SPC LA S     -   1.00000020  x   0.99996007  =   0.99996027
 AU2398!UTM  15      -   1.00000020  x   0.99989563  =   0.99989583
 AU2398
 AU2398|---------------------------------------------------------------------|
 AU2398| PID    Reference Object                     Distance      Geod. Az  |
 AU2398|                                                           dddmmss.s |
 AU2398| CV8724 BELLE ISLE 2 RM 1                    22.920 METERS 00957     |
 AU2398| AU2465 EUGENE IS BLACK RANGE POLE 1        APPROX.16.9 KM 1734808.7 |
 AU2398| AU2467 EUGENE IS BLACK RANGE POLE 2        APPROX.17.0 KM 1735603.8 |
 AU2398| CW1097 OIL CO MARK                                        2023410.2 |
 AU2398| CV8725 BELLE ISLE 2 RM 3                    20.056 METERS 22151     |
 AU2398|---------------------------------------------------------------------|
 AU2398
 AU2398                          SUPERSEDED SURVEY CONTROL
 AU2398
 AU2398  NAD 83(1986)-  29 31 28.23748(N)    091 24 10.04188(W) AD(       ) 2
 AU2398  NAD 27      -  29 31 27.46300(N)    091 24 09.64700(W) AD(       ) 2
 AU2398
 AU2398.Superseded values are not recommended for survey control.
 AU2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2398.See file dsdata.txt to determine how the superseded data were derived.
 AU2398
 AU2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5478767162(NAD 83)
 AU2398_MARKER: DS = TRIANGULATION STATION DISK
 AU2398_SETTING: 0 = UNSPECIFIED SETTING
 AU2398
 AU2398  HISTORY     - Date     Condition        Report By
 AU2398  HISTORY     - 1888     MONUMENTED       CGS
 AU2398  HISTORY     - 1947     GOOD             BAKER
 AU2398  HISTORY     - 1948     GOOD             CGS
 AU2398  HISTORY     - 1955     GOOD             CGS
 AU2398  HISTORY     - 1966     GOOD             CGS
 AU2398
 AU2398                          STATION DESCRIPTION
 AU2398
 AU2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (CHS)
 AU2398'STATION IS ON THE ISLAND OF BELLE ISLE, ABOUT 35 FEET FROM THE
 AU2398'HIGHEST ELEVATION ON THE SOUTHWESTERN HILL OF THE ISLAND, AND
 AU2398'NEAR A TRAVELED TRAIL THAT LEADS FROM THE SHORE TO THE SUMMIT.
 AU2398'
 AU2398'THE ORIGINAL STONE SET FOR BELLE ISLE 1855 WAS FOUND DISTURBED,
 AU2398'SO THAT THE PRESENT STATION WAS ESTABLISHED IN APPROXIMATELY
 AU2398'THE SAME POSITION.
 AU2398'
 AU2398'THE SURFACE MARK CONSISTS OF THE ORIGINAL MARBLE MONUMENT STONE,
 AU2398'WITH LETTERS U.S.C.S. CUT IN ITS TOP, SET SO THAT ITS TOP IS
 AU2398'2 INCHES ABOVE THE LEVEL OF THE GROUND IN THE VICINITY.  THIS
 AU2398'STONE IS SURMOUNTED BY A STEEL CYLINDER 14 INCHES LONG AND 14
 AU2398'INCHES IN DIAMETER AROUND WHICH THE SOIL IS BANKED UP TO MAKE
 AU2398'A SMALL MOUND.  THE INSIDE OF THE CYLINDER IS FILLED WITH CEMENT
 AU2398'INTO WHICH A STANDARD BRONZE DISK IS SET.
 AU2398'
 AU2398'THE UNDERGROUND MARK CONSISTS OF A STANDARD BRONZE DISK SET IN
 AU2398'CEMENT 4-1/2 FEET BELOW THE SURFACE OF THE GROUND.
 AU2398'
 AU2398'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN SQUARE
 AU2398'BLOCK OR POST OF CONCRETE, AND IS 22.969 METERS (75.36 FEET) FROM
 AU2398'THE STATION.
 AU2398'
 AU2398'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN SQUARE
 AU2398'BLOCK OR POST OF CONCRETE, AND IS 19.482 METERS (63.92 FEET)
 AU2398'FROM THE STATION.
 AU2398
 AU2398                          STATION RECOVERY (1947)
 AU2398
 AU2398'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947 (JCT)
 AU2398'STATION AND ACCOMPANYING REFERENCE MONUMENTS FOUND IN GOOD
 AU2398'CONDITION.
 AU2398
 AU2398                          STATION RECOVERY (1948)
 AU2398
 AU2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2398'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AU2398'REFERENCE MARK 2 COULD NOT BE FOUND.  THE STATION MARK IS STAMPED
 AU2398'BELLE ISLE 1855 1888 1890 1909 1931.  THE DISTANCE BETWEEN THE
 AU2398'STATION AND REFERENCE MARK 1 WAS MEASURED AS 22.890 METERS,
 AU2398'NOT 22.969.
 AU2398
 AU2398                          STATION RECOVERY (1955)
 AU2398
 AU2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2398'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 AU2398'CONDITION.  A SEARCH WAS MADE FOR REFERENCE MARK TWO BUT IT
 AU2398'WAS NOT FOUND.
 AU2398'
 AU2398'THE STATION IS MARKED BY A STANDARD DISK STAMPED BELLE ISLE 1855,
 AU2398'1888, 1890, 1909, 1931.  IT IS SET IN A 14 INCH IRON PIPE FILLED
 AU2398'WITH CONCRETE WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 AU2398'GROUND.  A WHITE WITNESS POST WAS SET 6 FEET SOUTHWEST OF THE
 AU2398'STATION.
 AU2398'
 AU2398'REFERENCE MARK ONE IS A STANDARD DISK STAMPED NO. 1, SET IN THE
 AU2398'TOP OF A 9 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 AU2398'ABOVE THE SURFACE OF THE GROUND.
 AU2398'
 AU2398'REFERENCE MARK THREE IS A STANDARD DISK STAMPED BELLE ISLE 2
 AU2398'NO 3 1888.  IT IS SET IN AN 8 INCH TILE PIPE FILLED WITH CONCRETE
 AU2398'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 AU2398'
 AU2398'AZIMUTH MARK IS A CROSS CHISELED ON THE TOP OF A CAPPED, 2-INCH
 AU2398'IRON PIPE WHICH PROJECTS 1 FOOT ABOVE THE GROUND, LOCATED 26
 AU2398'YARDS SOUTH OF SOUTH EDGE OF BAYOU AND ABOUT 50 YARDS WEST OF
 AU2398'T-INTERSECTION IN THE BAYOU.  THERE IS A 16 FOOT STAND OVER THIS
 AU2398'UNIDENTIFIED MARK.
 AU2398'
 AU2398'THE NEW DISTANCE AND DIRECTION TO REFERENCE MARKS ONE AND THREE
 AU2398'ARE AS FOLLOWS.
 AU2398
 AU2398                          STATION RECOVERY (1966)
 AU2398
 AU2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2398'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 AU2398'GOOD CONDITION AS DESCRIBED.  ALL MARKS PROJECT ABOUT 4 INCHES
 AU2398'AND A METAL WITNESS POST WAS SET AT THE STATION.  THE AZIMUTH
 AU2398'MARK WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO HAVE BEEN
 AU2398'WASHED AWAY DUE TO EROSION OF THE CANAL BANK.
 AU2398'
 AU2398'STATION IS ON THE ISLAND OF BELLE ISLE, ABOUT 35 FEET FROM THE
 AU2398'HIGHEST ELEVATION OF THE ISLAND, ABOUT 150 YARDS SOUTH OF SOME
 AU2398'LARGE STORAGE TANKS ON ANOTHER HILL ALMOST AS HIGH AS THE ONE
 AU2398'THE STATION IS ON, AND ABOUT 1/4 MILE NORTHEAST OF THE BOAT DOCKS
 AU2398'AND BUILDINGS OF AND OIL COMPANY INSTALLATION.  THE STATION CAN
 AU2398'BE REACHED FROM HERE BY FOLLOWING A PIPE LINE TO THE TOP OF THE
 AU2398'CUT BETWEEN THE TWO HILLS THENCE RIGHT TO THE TOP OF THE SOUTH
 AU2398'ONE OF THE TWO HILLS AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2471 ***********************************************************************
 AU2471  DESIGNATION -  BELLE ISLE LARGEST TK BATTERY
 AU2471  PID         -  AU2471
 AU2471  STATE/COUNTY-  LA/ST MARY
 AU2471  USGS QUAD   -  
 AU2471
 AU2471                         *CURRENT SURVEY CONTROL
 AU2471  ___________________________________________________________________
 AU2471* NAD 83(1992)-  29 26 55.43714(N)    091 26 39.53645(W)     ADJUSTED  
 AU2471* NAVD 88     -                                                        
 AU2471  ___________________________________________________________________
 AU2471  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU2471  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AU2471
 AU2471  HORZ ORDER  -  THIRD
 AU2471
 AU2471.The horizontal coordinates were established by classical geodetic methods
 AU2471.and adjusted by the National Geodetic Survey in January 1993..
 AU2471
 AU2471
 AU2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2471
 AU2471.The geoid height was determined by GEOID03.
 AU2471
 AU2471;                    North         East     Units Scale Factor Converg.
 AU2471;SPC LA S     -   105,168.430   989,233.343   MT  0.99997185   -0 03 19.8
 AU2471;SPC LA S     -   345,040.09  3,245,509.73   sFT  0.99997185   -0 03 19.8
 AU2471;UTM  15      - 3,258,710.172   650,874.125   MT  0.99988088   +0 45 54.0
 AU2471
 AU2471                          SUPERSEDED SURVEY CONTROL
 AU2471
 AU2471  NAD 83(1986)-  29 26 55.46190(N)    091 26 39.53399(W) AD(       ) 4
 AU2471  NAD 27      -  29 26 54.67100(N)    091 26 39.14200(W) AD(       ) 3
 AU2471
 AU2471.Superseded values are not recommended for survey control.
 AU2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2471.See file dsdata.txt to determine how the superseded data were derived.
 AU2471
 AU2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5087458710(NAD 83)
 AU2471_MARKER: 51 = TANK
 AU2471
 AU2471  HISTORY     - Date     Condition        Report By
 AU2471  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2471
 AU2471                          STATION DESCRIPTION
 AU2471
 AU2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2471'LOCATED NEAR THE MIDDLE OF ATCHAFALAYA BAY IN THE BELLE ISLE
 AU2471'OIL FIELD.  THE STATION IS THE CENTER OF THE MOST SOUTHERLY
 AU2471'AND LARGEST TANK IN A GROUP OF 3.  THE TANKS ARE ON A PLATFORM
 AU2471'ABOUT 15 FEET ABOVE WATER.  CENTER OF THE LARGEST TANK WAS
 AU2471'OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2396 ***********************************************************************
 AU2396  DESIGNATION -  BELLE ISLE SALT WORKS STACK
 AU2396  PID         -  AU2396
 AU2396  STATE/COUNTY-  LA/ST MARY
 AU2396  USGS QUAD   -  BELLE ISLE (1994)
 AU2396
 AU2396                         *CURRENT SURVEY CONTROL
 AU2396  ___________________________________________________________________
 AU2396* NAD 83(1992)-  29 31 47.30355(N)    091 23 35.06654(W)     ADJUSTED  
 AU2396* NAVD 88     -                                                        
 AU2396  ___________________________________________________________________
 AU2396  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2396  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AU2396
 AU2396  HORZ ORDER  -  THIRD
 AU2396
 AU2396.The horizontal coordinates were established by classical geodetic methods
 AU2396.and adjusted by the National Geodetic Survey in January 1993..
 AU2396
 AU2396
 AU2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2396
 AU2396.The geoid height was determined by GEOID03.
 AU2396
 AU2396;                    North         East     Units Scale Factor Converg.
 AU2396;SPC LA S     -   114,150.972   994,209.099   MT  0.99995931   -0 01 47.5
 AU2396;SPC LA S     -   374,510.31  3,261,834.35   sFT  0.99995931   -0 01 47.5
 AU2396;UTM  15      - 3,267,762.426   655,720.257   MT  0.99989921   +0 47 31.8
 AU2396
 AU2396                          SUPERSEDED SURVEY CONTROL
 AU2396
 AU2396  NAD 83(1986)-  29 31 47.32770(N)    091 23 35.06512(W) AD(       ) 4
 AU2396  NAD 27      -  29 31 46.53900(N)    091 23 34.67600(W) AD(       ) 3
 AU2396
 AU2396.Superseded values are not recommended for survey control.
 AU2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2396.See file dsdata.txt to determine how the superseded data were derived.
 AU2396
 AU2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5572067762(NAD 83)
 AU2396_MARKER: 63 = STACK
 AU2396
 AU2396  HISTORY     - Date     Condition        Report By
 AU2396  HISTORY     - 1913     FIRST OBSERVED   CGS
 AU2396  HISTORY     - 1933     GOOD             CGS
 AU2396  HISTORY     - 1955     GOOD             CGS
 AU2396
 AU2396                          STATION DESCRIPTION
 AU2396
 AU2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JHP)
 AU2396'THE STATION IS A LARGE, SQUARE, RED BRICK CHIMNEY LOCATED
 AU2396'AT THE OLD SALT WORKS AT THE NORTHERN END OF BELLE ISLE.
 AU2396'IN 1933 IT WAS REPORTED THAT THE SALT WORKS HAD BEEN ABANDONED
 AU2396'AND THAT THE CHIMNEY WAS STARTING TO SHOW SIGNS OF DETERIORATION.
 AU2396
 AU2396                          STATION RECOVERY (1933)
 AU2396
 AU2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CWC)
 AU2396'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  ONLY
 AU2396'SMALL SIGNS OF DETERIORATION SHOW.
 AU2396
 AU2396                          STATION RECOVERY (1955)
 AU2396
 AU2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2396'STATION RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0650 ***********************************************************************
 AV0650  DESIGNATION -  BELLE ISLE USGS 1933
 AV0650  PID         -  AV0650
 AV0650  STATE/COUNTY-  LA/VERMILION
 AV0650  USGS QUAD   -  PUMPKIN ISLANDS (1979)
 AV0650
 AV0650                         *CURRENT SURVEY CONTROL
 AV0650  ___________________________________________________________________
 AV0650* NAD 83(1992)-  29 37 53.21989(N)    092 16 07.51774(W)     ADJUSTED  
 AV0650* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AV0650  **This station is located in a subsidence area (see below).
 AV0650  ___________________________________________________________________
 AV0650  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0650  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AV0650
 AV0650  HORZ ORDER  -  SECOND
 AV0650
 AV0650.The horizontal coordinates were established by classical geodetic methods
 AV0650.and adjusted by the National Geodetic Survey in January 1993..
 AV0650
 AV0650 ** The orthometric height has not been validated since last determined
 AV0650 ** by differential leveling and should not be used for control purposes.
 AV0650 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0650 ** area with valid NAVD 88 orthometric heights.
 AV0650 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0650 ** epoch indicated which incorporates improved geoid heights for the
 AV0650 ** Southern Louisiana Subsidence area.
 AV0650 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0650.The orthometric height was scaled from a topographic map.
 AV0650
 AV0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0650
 AV0650.The geoid height was determined by GEOID03.
 AV0650
 AV0650;                    North         East     Units Scale Factor Converg.
 AV0650;SPC LA S     -   125,785.357   909,418.881   MT  0.99994640   -0 28 03.8
 AV0650;SPC LA S     -   412,680.79  2,983,651.78   sFT  0.99994640   -0 28 03.8
 AV0650;UTM  15      - 3,278,171.508   570,787.026   MT  0.99966182   +0 21 41.6
 AV0650
 AV0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0650!SPC LA S     -   1.00000405  x   0.99994640  =   0.99995045
 AV0650!UTM  15      -   1.00000405  x   0.99966182  =   0.99966587
 AV0650
 AV0650:                Primary Azimuth Mark                     Grid Az
 AV0650:SPC LA S     -  VERMILLION BAY WEST LIGHT                026 03 26.6
 AV0650:UTM  15      -  VERMILLION BAY WEST LIGHT                025 13 41.2
 AV0650
 AV0650|---------------------------------------------------------------------|
 AV0650| PID    Reference Object                     Distance      Geod. Az  |
 AV0650|                                                           dddmmss.s |
 AV0650| AV0642 VERMILLION BAY WEST LIGHT           APPROX.14.2 KM 0253522.8 |
 AV0650| AV0646 AUDUBON                             APPROX. 8.1 KM 0474242.8 |
 AV0650| AV0645 BELLE IS BAYOU CONSERVATION TR      APPROX.13.8 KM 0693905.7 |
 AV0650|---------------------------------------------------------------------|
 AV0650
 AV0650                          SUPERSEDED SURVEY CONTROL
 AV0650
 AV0650  NAD 83(1986)-  29 37 53.24064(N)    092 16 07.50669(W) AD(       ) 2
 AV0650  NAD 27      -  29 37 52.45900(N)    092 16 07.03400(W) AD(       ) 2
 AV0650
 AV0650.Superseded values are not recommended for survey control.
 AV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0650.See file dsdata.txt to determine how the superseded data were derived.
 AV0650
 AV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7078778172(NAD 83)
 AV0650_MARKER: DS = TRIANGULATION STATION DISK
 AV0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0650+STABILITY: SURFACE MOTION
 AV0650
 AV0650  HISTORY     - Date     Condition        Report By
 AV0650  HISTORY     - 1933     MONUMENTED       CGS
 AV0650  HISTORY     - 1948     GOOD             CGS
 AV0650  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AV0650
 AV0650                          STATION DESCRIPTION
 AV0650
 AV0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0650'A 1932 U.S.G.S. STATION ON THE W BANK OF THE CANAL LEADING
 AV0650'FROM BELLE ISLE BAYOU TO FRESH WATER BAYOU, APPROXIMATELY
 AV0650'1/4 MILE S OF OLD GATE ACROSS CANAL AT THE NEWEST GATE ACROSS
 AV0650'CANAL, AND 40 FEET S OF TRAPPERS CABIN ON THE W SIDE OF THE
 AV0650'CANAL.
 AV0650'
 AV0650'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AV0650'
 AV0650'STATION CAN BE REACHED ONLY BY BOAT, FROM VERMILION BAY
 AV0650'THROUGH BELLE ISLE BAYOU.  THENCE THROUGH THE CANAL ENROUTE
 AV0650'TO FRESH WATER BAYOU, OR TO NATIVES KNOWN AS THE PECAN ISLAND
 AV0650'SOUTH CANAL.
 AV0650'
 AV0650'A 30-FOOT TRIPOD AND SCAFFOLD WAS USED WHICH IS OF SUFFICIENT
 AV0650'HEIGHT TO SEE ALL STATIONS.
 AV0650
 AV0650                          STATION RECOVERY (1948)
 AV0650
 AV0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0650'STATION RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS,
 AV0650'NUMBERS 1 AND 2, WERE ESTABLISHED.  AS THE GATES IN THE CANAL
 AV0650'NO LONGER EXIST AND THE TRAPPERS CABIN HAS BEEN REMOVED AND
 AV0650'REPLACED IN A DIFFERENT LOCATION, THE ORIGINAL DESCRIPTION
 AV0650'IS NO LONGER ADEQUATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AV0650'
 AV0650'STATION IS ON THE W BANK OF BELLE ISLE CANAL LEADING FROM
 AV0650'BELLE ISLE BAYOU TO FRESH WATER BAYOU, AT THE FIRST BEND
 AV0650'IN THE CANAL S OF ITS JUNCTION WITH BELLE ISLE BAYOU, ABOUT
 AV0650'2 MI. SW OF THE CLUB ON BELLE ISLE, ABOUT 1.6 MI. NE OF THE
 AV0650'JUNCTION OF UNION OIL CO. CANAL, 126 FT. S OF A TRAPPERS
 AV0650'CABIN, AND 3 FT. W OF THE W BANK OF THE CANAL.
 AV0650'
 AV0650'STATION MARK IS A U.S.G.S. BRONZE DISK, SET IN CONCRETE AND
 AV0650'STAMPED BELLE ISLE 1932.
 AV0650'
 AV0650'REFERENCE MARK 1 IS ON THE W EDGE OF SPOIL AND EDGE OF MARSH,
 AV0650'14 FT. W OF THE W BANK OF THE CANAL.  A BRONZE REFERENCE
 AV0650'DISK, STAMPED BELLE ISLE NO 1 1932 AND SET IN A CONCRETE
 AV0650'CYLINDER.
 AV0650'
 AV0650'REFERENCE MARK 2 IS ON THE W SIDE OF SPOIL IN THE EDGE OF THE
 AV0650'MARSH, 20.5 FT. W OF THE W BANK OF THE CANAL.  IT IS A BRONZE
 AV0650'REFERENCE DISK, STAMPED BELLE ISLE NO 2 1932 AND SET IN A
 AV0650'CONCRETE CYLINDER.
 AV0650'
 AV0650'STATION CAN BE REACHED ONLY BY BOAT.
 AV0650
 AV0650                          STATION RECOVERY (1950)
 AV0650
 AV0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AV0650'STATION MARK DESTROYED BY BANK EROSION.  REFERENCE MARKS
 AV0650'1 AND 2 (SET IN 1948) WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3251 ***********************************************************************
 AU3251  DESIGNATION -  BELLE RIVER
 AU3251  PID         -  AU3251
 AU3251  STATE/COUNTY-  LA/TERREBONNE
 AU3251  USGS QUAD   -  PIERRE PART (1980)
 AU3251
 AU3251                         *CURRENT SURVEY CONTROL
 AU3251  ___________________________________________________________________
 AU3251* NAD 83(1992)-  29 54 24.24860(N)    091 13 00.16522(W)     ADJUSTED  
 AU3251* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 AU3251  ___________________________________________________________________
 AU3251  X           -    -117,496.437 (meters)                     COMP
 AU3251  Y           -  -5,532,151.302 (meters)                     COMP
 AU3251  Z           -   3,161,404.801 (meters)                     COMP
 AU3251  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU3251  ELLIP HEIGHT-         -22.72  (meters)          (07/18/02) GPS OBS
 AU3251  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU3251
 AU3251  HORZ ORDER  -  FIRST
 AU3251  ELLP ORDER  -  FOURTH    CLASS II
 AU3251
 AU3251.The horizontal coordinates were established by GPS observations
 AU3251.and adjusted by the National Geodetic Survey in January 1993..
 AU3251
 AU3251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3251
 AU3251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3251
 AU3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3251
 AU3251.The ellipsoidal height was determined by GPS observations
 AU3251.and is referenced to NAD 83.
 AU3251
 AU3251.The geoid height was determined by GEOID03.
 AU3251
 AU3251;                    North         East     Units Scale Factor Converg.
 AU3251;SPC LA S     -   155,934.407 1,011,261.988   MT  0.99992709   +0 03 29.9
 AU3251;SPC LA S     -   511,594.80  3,317,782.04   sFT  0.99992709   +0 03 29.9
 AU3251;UTM  15      - 3,309,787.137   672,168.625   MT  0.99996573   +0 53 21.7
 AU3251
 AU3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3251!SPC LA S     -   1.00000357  x   0.99992709  =   0.99993066
 AU3251!UTM  15      -   1.00000357  x   0.99996573  =   0.99996930
 AU3251
 AU3251                          SUPERSEDED SURVEY CONTROL
 AU3251
 AU3251  ELLIP H (01/21/93)  -22.65   (m)                       GP(       ) 4 2
 AU3251  NAD 83(1986)-  29 54 24.26962(N)    091 13 00.16383(W) AD(       ) 1
 AU3251  NGVD 29 (04/21/89)    3.6    (m)           12.     (f) GPS OBS        
 AU3251
 AU3251.Superseded values are not recommended for survey control.
 AU3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3251.See file dsdata.txt to determine how the superseded data were derived.
 AU3251
 AU3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7216909787(NAD 83)
 AU3251_MARKER: I = METAL ROD
 AU3251_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3251_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3251+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3251
 AU3251  HISTORY     - Date     Condition        Report By
 AU3251  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3251
 AU3251                          STATION DESCRIPTION
 AU3251
 AU3251'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3251'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF MORGAN CITY AND ABOUT
 AU3251'45 MILES NORTHWEST OF HOUMA LOUISIANA, ON A STRIP OF LAND BETWEEN
 AU3251'BELLE RIVER AND 6 FOOT HIGH FLOOD WALL.
 AU3251'
 AU3251'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 90 AND STATE ROUTE
 AU3251'70, IN MORGAN CITY LOUISIANA, GO NORTH ON ROUTE 70 FOR 15.7 MILES TO A
 AU3251'SIDE ROAD ON THE LEFT, BEFORE A SHARP TURN IN THE ROAD. TURN LEFT
 AU3251'ONTO THE SIDE ROAD AND GO THROUGH AN OPENING IN A FLOOD WALL FOR 0.1
 AU3251'MILE TO THE STATION ON THE LEFT NEAR A STEEL CABLE FENCE.
 AU3251'
 AU3251'THE STATION IS A 9/16 INCH STEEL ROD DRIVEN INTO THE GROUND WITH A
 AU3251'PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND THE STEEL PIPE.  THE
 AU3251'PVC PIPE IS SET IN AN IRREGULAR MASS OF CONCRETE.  THE STATION IS SET
 AU3251'52 FEET WEST OF A 6 FOOT HIGH FLOOD WALL, 38 FEET NORTH OF THE
 AU3251'SOUTHERN MOST END OF AN IRON CABLE FENCE, 110 FEET SOUTHEAST OF A
 AU3251'TIDEGAUGE ATTACHED TO A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3242 ***********************************************************************
 CQ3242  DESIGNATION -  BELLEVUE
 CQ3242  PID         -  CQ3242
 CQ3242  STATE/COUNTY-  LA/BOSSIER
 CQ3242  USGS QUAD   -  BODCAU LAKE (1975)
 CQ3242
 CQ3242                         *CURRENT SURVEY CONTROL
 CQ3242  ___________________________________________________________________
 CQ3242* NAD 83(1992)-  32 40 39.40501(N)    093 31 40.81407(W)     ADJUSTED  
 CQ3242* NAVD 88     -        92.11   (+/-2cm)     302.2    (feet)  VERTCON   
 CQ3242  ___________________________________________________________________
 CQ3242  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CQ3242  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ3242
 CQ3242  HORZ ORDER  -  FIRST
 CQ3242  VERT ORDER  -  THIRD ? (See Below)
 CQ3242
 CQ3242.The horizontal coordinates were established by classical geodetic methods
 CQ3242.and adjusted by the National Geodetic Survey in September 1999..
 CQ3242
 CQ3242.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3242.The vertical order pertains to the NGVD 29 superseded value.
 CQ3242
 CQ3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3242
 CQ3242.The geoid height was determined by GEOID03.
 CQ3242
 CQ3242;                    North         East     Units Scale Factor Converg.
 CQ3242;SPC LA N     -   241,908.108   903,583.070   MT  1.00000251   -0 32 36.6
 CQ3242;SPC LA N     -   793,660.18  2,964,505.46   sFT  1.00000251   -0 32 36.6
 CQ3242;UTM  15      - 3,615,671.111   450,497.182   MT  0.99963022   -0 17 06.3
 CQ3242
 CQ3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3242!SPC LA N     -   0.99998964  x   1.00000251  =   0.99999215
 CQ3242!UTM  15      -   0.99998964  x   0.99963022  =   0.99961987
 CQ3242
 CQ3242|---------------------------------------------------------------------|
 CQ3242| PID    Reference Object                     Distance      Geod. Az  |
 CQ3242|                                                           dddmmss.s |
 CQ3242| CX5010 BELLEVUE RM 1                        83.878 METERS 09934     |
 CQ3242| CQ3249 PRINCETON A J HODGES IND MAST       APPROX.13.4 KM 1801451.2 |
 CQ3242| CQ3250 GIDDENS HILL LOT                    APPROX.13.3 KM 1802653.4 |
 CQ3242| CQ3252 PRINCETON VILLAGE TANK              APPROX.14.5 KM 1843323.1 |
 CQ3242| CQ3253 HAUGHTON ATT MICROWAVE KKT 22       APPROX.14.5 KM 1844437.8 |
 CQ3242| CX5011 BELLEVUE RM 2                        30.068 METERS 18730     |
 CQ3242| CX5012 BELLEVUE RM 3                        22.732 METERS 24219     |
 CQ3242| CX5009 BELLEVUE AZ MK                                     2515524.8 |
 CQ3242|---------------------------------------------------------------------|
 CQ3242
 CQ3242                          SUPERSEDED SURVEY CONTROL
 CQ3242
 CQ3242  NAD 83(1992)-  32 40 39.40578(N)    093 31 40.81386(W) AD(       ) 1
 CQ3242  NAD 83(1986)-  32 40 39.41721(N)    093 31 40.80475(W) AD(       ) 1
 CQ3242  NAD 27      -  32 40 38.89000(N)    093 31 40.17600(W) AD(       ) 1
 CQ3242  NGVD 29 (07/19/86)   92.18   (m)          302.4    (f) LEVELING    3  
 CQ3242
 CQ3242.Superseded values are not recommended for survey control.
 CQ3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3242.See file dsdata.txt to determine how the superseded data were derived.
 CQ3242
 CQ3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5049715671(NAD 83)
 CQ3242_MARKER: DS = TRIANGULATION STATION DISK
 CQ3242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3242
 CQ3242  HISTORY     - Date     Condition        Report By
 CQ3242  HISTORY     - 1931     MONUMENTED       CGS
 CQ3242  HISTORY     - 1935     GOOD             LAGS
 CQ3242  HISTORY     - 1950     GOOD             CGS
 CQ3242  HISTORY     - 1961     GOOD             AMS
 CQ3242  HISTORY     - 1969     GOOD             CGS
 CQ3242  HISTORY     - 20020302 GOOD             USPSQD
 CQ3242  HISTORY     - 20031108 GOOD             USPSQD
 CQ3242
 CQ3242                          STATION DESCRIPTION
 CQ3242
 CQ3242'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ3242'STATION IS ABOUT 16 MILES NE OF SHREVEPORT, 12 MILES E OF
 CQ3242'BENTON, 8 MILES N OF FILLMORE ON ROUTE 181, 0.5 MILE NW OF
 CQ3242'BELLEVUE FILLING STATION, 75 METERS (246 FEET) W OF NW CORNER
 CQ3242'OF WHITE FRAME CHURCH, AND ABOUT 40 METERS (131 FEET) N OF
 CQ3242'CENTER LINE OF ROUTE 181.
 CQ3242'
 CQ3242'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3242'DISKS SET IN CONCRETE.
 CQ3242'
 CQ3242'REFERENCE MARK NO. 1 IS 1 METER (3 FEET) N OF THE NE CORNER
 CQ3242'OF WHITE FRAME CHURCH, AND 90 METERS (295 FEET) FROM STATION
 CQ3242'S 80 DEG 26 MIN E.
 CQ3242'
 CQ3242'REFERENCE MARK NO. 2 IS 9 METERS (30 FEET) N OF CENTER LINE
 CQ3242'OF ROUTE 181, AND 30.09 METERS (98.7 FEET) FROM STATION
 CQ3242'S 07 DEG 29 MIN W.
 CQ3242
 CQ3242                          STATION RECOVERY (1935)
 CQ3242
 CQ3242'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3242'THE ORIGINAL DESCRIPTION OF THIS STATION IS GOOD.  THE STATION
 CQ3242'IS ABOUT 16 MILES NE OF SHREVEPORT, 12 MILES E OF BENTON,
 CQ3242'8 MILES N OF FILLMORE ON HIGHWAY 181, 0.5 MILE NW OF BELLEVUE
 CQ3242'FILLING STATION, 240 FEET W OF NW CORNER OF A WHITE FRAME
 CQ3242'CHURCH, 130 FEET N OF CENTER LINE OF HIGHWAY 181.
 CQ3242'
 CQ3242'THE STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 CQ3242'CONCRETE, AND UPON BEING RECOVERED WERE FOUND TO BE IN GOOD
 CQ3242'CONDITION.
 CQ3242'
 CQ3242'REFERENCE MARK NO. 1 IS 275 FEET E OF THE STATION, AND 3
 CQ3242'FEET N OF NE CORNER OF WHITE FRAME CHURCH.
 CQ3242'
 CQ3242'REFERENCE MARK NO. 2, 97.8 FEET S OF STATION AND 30 FEET
 CQ3242'N OF CENTER LINE OF HIGHWAY 181.
 CQ3242
 CQ3242                          STATION RECOVERY (1950)
 CQ3242
 CQ3242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3242'THE STATION MARKS, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CQ3242'NO. 2 WERE FOUND AS DESCRIBED AND ARE IN EXCELLENT CONDITION.
 CQ3242'A NEW AZIMUTH MARK WAS ESTABLISHED.
 CQ3242'
 CQ3242'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CQ3242'
 CQ3242'THE STATION IS LOCATED ABOUT 16.0 MILES NORTHEAST OF SHREVEPORT,
 CQ3242'12.0 MILES EAST OF BENTON, 8.0 MILES NORTH OF FILLMORE AND
 CQ3242'0.5 OF A MILE NORTHWEST OF THE SMALL COMMUNITY OF BELLEVUE.
 CQ3242'IT IS 246.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 CQ3242'A WHITE FRAME CHURCH, 135.0 FEET NORTH OF THE CENTER OF
 CQ3242'STATE HIGHWAY NO. 181 AND 24.0 FEET NORTH OF THE CENTER OF
 CQ3242'A TRACK ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED BELLEVUE
 CQ3242'1931.
 CQ3242'
 CQ3242'REFERENCE MARK NO. 1 IS ABOUT 6.0 FEET BELOW THE ELEVATION
 CQ3242'OF THE STATION AND IS 3.0 FEET NORTH OF THE NORTHEAST CORNER
 CQ3242'OF A WHITE FRAME CHURCH.  IT IS SET FLUSH WITH THE GROUND
 CQ3242'AND IS STAMPED BELLEVUE NO 1 1931.
 CQ3242'
 CQ3242'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 CQ3242'STATION.  IT IS 74.0 FEET SOUTH OF THE CENTER OF A TRACK
 CQ3242'ROAD, 38.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO.
 CQ3242'181 AND 8.0 FEET NORTHWEST OF A TELEPHONE POLE.  IT PROJECTS
 CQ3242'4 INCHES AND IS STAMPED BELLEVUE NO 2 1931.
 CQ3242'
 CQ3242'THE AZIMUTH MARK IS 35.0 FEET SOUTH OF THE CENTER OF STATE
 CQ3242'HIGHWAY NO. 181 AND 2.0 FEET EAST OF A WITNESS POST.  IT
 CQ3242'PROJECTS 4 INCHES AND IS STAMPED BELLEVUE 1950.
 CQ3242'
 CQ3242'TO REACH THE STATION FROM BELLEVUE GO NORTHWEST ON STATE
 CQ3242'HIGHWAY NO. 181 FOR 0.4 MILE TO A WHITE FRAME CHURCH ON THE
 CQ3242'RIGHT WHERE HIGHWAY CURVES WEST, HERE GO NORTH ON A TRACK
 CQ3242'ROAD TO A POINT WHERE ANOTHER TRACK ROAD LEADS WEST IN FRONT
 CQ3242'OF THE CHURCH, GO WEST ON TRACK ROAD FOR ABOUT 90 YARDS AND
 CQ3242'THE STATION ON THE RIGHT AS DESCRIBED.
 CQ3242'
 CQ3242'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST
 CQ3242'ON STATE HIGHWAY NO. 181 FOR 0.25 MILE AND THE AZIMUTH MARK
 CQ3242'ON THE LEFT AS DESCRIBED.
 CQ3242
 CQ3242                          STATION RECOVERY (1961)
 CQ3242
 CQ3242'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 CQ3242'STATION, R.M. 1 AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION,
 CQ3242'AS DESCRIBED.
 CQ3242'
 CQ3242'R.M. 2 PRESUMED LOST.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 CQ3242'IS BLOCKED BY A 16-INCH OAK TREE.  VIEW FROM TRIPOD HEIGHT
 CQ3242'IS NOT CLEAR IN ANY DIRECTION.
 CQ3242
 CQ3242                          STATION RECOVERY (1969)
 CQ3242
 CQ3242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3242'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 CQ3242'RECOVERED AND FOUND IN GOOD CONDITION.  A REFERENCE MARK
 CQ3242'3 WAS ESTABLISHED ON THIS DATE.  THE ROUTE TO REACH THE
 CQ3242'STATION IS ADEQUATE, HOWEVER, THE STATE HIGHWAY 181 MENTIONED
 CQ3242'IN THE 1950 DESCRIPTION HAS BEEN CHANGED AND IS NOW STATE
 CQ3242'HIGHWAY 157.
 CQ3242'
 CQ3242'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BELLEVUE 1931
 CQ3242'NO 3 1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST,
 CQ3242'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 79.5 FEET
 CQ3242'SOUTHWEST OF A METAL WITNESS POST, 56 FEET EAST OF A GRADED
 CQ3242'ROAD AND 7 FEET SOUTH OF A DIM TRACK ROAD.
 CQ3242
 CQ3242                          STATION RECOVERY (2002)
 CQ3242
 CQ3242'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ3242'RECOVERED IN GOOD CONDITION.
 CQ3242
 CQ3242                          STATION RECOVERY (2003)
 CQ3242
 CQ3242'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2824 ***********************************************************************
 BX2824  DESIGNATION -  BELLWOOD
 BX2824  PID         -  BX2824
 BX2824  STATE/COUNTY-  LA/NATCHITOCHES
 BX2824  USGS QUAD   -  BELLWOOD (1983)
 BX2824
 BX2824                         *CURRENT SURVEY CONTROL
 BX2824  ___________________________________________________________________
 BX2824* NAD 83(1992)-  31 33 48.22453(N)    093 12 02.76001(W)     ADJUSTED  
 BX2824* NAVD 88     -        71.75   (+/-2cm)     235.4    (feet)  VERTCON   
 BX2824  ___________________________________________________________________
 BX2824  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BX2824  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX2824
 BX2824  HORZ ORDER  -  FIRST
 BX2824  VERT ORDER  -  THIRD ? (See Below)
 BX2824
 BX2824.The horizontal coordinates were established by classical geodetic methods
 BX2824.and adjusted by the National Geodetic Survey in January 1993..
 BX2824
 BX2824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2824.The vertical order pertains to the NGVD 29 superseded value.
 BX2824
 BX2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2824
 BX2824.The geoid height was determined by GEOID03.
 BX2824
 BX2824;                    North         East     Units Scale Factor Converg.
 BX2824;SPC LA N     -   118,119.394   933,475.372   MT  0.99993374   -0 22 13.8
 BX2824;SPC LA N     -   387,530.05  3,062,577.12   sFT  0.99993374   -0 22 13.8
 BX2824;UTM  15      - 3,492,060.537   480,947.188   MT  0.99960448   -0 06 18.3
 BX2824
 BX2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2824!SPC LA N     -   0.99999285  x   0.99993374  =   0.99992660
 BX2824!UTM  15      -   0.99999285  x   0.99960448  =   0.99959734
 BX2824
 BX2824|---------------------------------------------------------------------|
 BX2824| PID    Reference Object                     Distance      Geod. Az  |
 BX2824|                                                           dddmmss.s |
 BX2824| BX2823 BELLWOOD RM A 1965                   28.701 METERS 07829     |
 BX2824| CV8065 BELLWOOD RM 1                        26.575 METERS 10916     |
 BX2824| BX2895 WILSON                              APPROX.10.7 KM 1794053.4 |
 BX2824| CV8066 BELLWOOD RM 2                        24.400 METERS 19254     |
 BX2824|---------------------------------------------------------------------|
 BX2824
 BX2824                          SUPERSEDED SURVEY CONTROL
 BX2824
 BX2824  NAD 83(1986)-  31 33 48.23996(N)    093 12 02.75192(W) AD(       ) 1
 BX2824  NAD 27      -  31 33 47.62704(N)    093 12 02.14828(W) AD(       ) 1
 BX2824  NGVD 29 (07/19/86)   71.81   (m)          235.6    (f) LEVELING    3  
 BX2824
 BX2824.Superseded values are not recommended for survey control.
 BX2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2824.See file dsdata.txt to determine how the superseded data were derived.
 BX2824
 BX2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8094792061(NAD 83)
 BX2824_MARKER: DS = TRIANGULATION STATION DISK
 BX2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2824
 BX2824  HISTORY     - Date     Condition        Report By
 BX2824  HISTORY     - 1965     MONUMENTED       CGS
 BX2824
 BX2824                          STATION DESCRIPTION
 BX2824
 BX2824'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2824'STATION IS LOCATED ABOUT 6 MILES SOUTH OF PROVENCAL, ABOUT 2-1/4
 BX2824'MILES NORTH OF BELLWOOD AND 0.35 MILE EAST OF THE JUNCTION OF
 BX2824'STATE HIGHWAYS 117 AND 478.  IT IS IN THE SW 1/4 OF THE NW 1/4
 BX2824'OF SEC. 28, T 7 N., R 8 W., AND ON LAND OWNED BY THE LOUISIANA
 BX2824'LONGLEAF LUMBER COMPANY.  THE STATION MARK IS 63 FEET SOUTH OF
 BX2824'THE CENTER OF GRAVEL ROAD, 36 FEET WEST OF A 16 INCH OAK TREE
 BX2824'WITH TRIANGLE BLAZE, 18 FEET SOUTH OF A 16 INCH TWIN OAK TREE
 BX2824'AND 5.1 FEET NORTHWEST OF METAL WITNESS POST WITH SIGN
 BX2824'ATTACHED.
 BX2824'
 BX2824'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK SET
 BX2824'IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH
 BX2824'WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BELLWOOD 1965.
 BX2824'
 BX2824'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 117
 BX2824'AND 478, WHICH IS 2.5 MILES NORTH OF BELLWOOD.  GO EASTERLY ON
 BX2824'STATE HIGHWAY 478 FOR 0.35 MILE TO STATION ON THE RIGHT, (SOUTH)
 BX2824'SIDE OF ROAD AS DESCRIBED.
 BX2824'
 BX2824'REFERENCE MARK NO. 1, IS 35 FEET SOUTHEAST OF A 16 INCH PINE
 BX2824'TREE WITH TRIANGLE BLAZE, 16 FEET SOUTH OF APPROXIMATE CENTER
 BX2824'OF TRACK ROAD AND 1.95 FEET NORTHWEST OF METAL WITNESS POST
 BX2824'WITH SIGN ATTACHED.  IT IS MARKED BY A STANDARD REFERENCE MARK
 BX2824'DISK CEMENTED IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 BX2824'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BX2824'DISK IS STAMPED BELLWOOD NO. 1 1965.
 BX2824'
 BX2824'REFERENCE MARK NO. 2, IS 23.5 FEET WEST-NORTHWEST OF AN 18 INCH
 BX2824'OAK TREE AND 19 FEET NORTHEAST OF A 12 INCH PINE TREE.  IT IS
 BX2824'MARKED BY A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10
 BX2824'INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 1 INCH ABOVE THE
 BX2824'SURFACE OF THE GROUND.  THE DISK IS STAMPED BELLWOOD NO. 2 1965.
 BX2824'
 BX2824'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BX2824'
 BX2824'HEIGHT OF LIGHT ABOVE STATION MARK 30.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2823 ***********************************************************************
 BX2823  DESIGNATION -  BELLWOOD RM A 1965
 BX2823  PID         -  BX2823
 BX2823  STATE/COUNTY-  LA/NATCHITOCHES
 BX2823  USGS QUAD   -  BELLWOOD (1983)
 BX2823
 BX2823                         *CURRENT SURVEY CONTROL
 BX2823  ___________________________________________________________________
 BX2823* NAD 83(1992)-  31 33 48.41054(N)    093 12 01.69359(W)     ADJUSTED  
 BX2823* NAVD 88     -        73.41   (+/-2cm)     240.8    (feet)  VERTCON   
 BX2823  ___________________________________________________________________
 BX2823  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BX2823  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX2823
 BX2823  HORZ ORDER  -  FIRST
 BX2823  VERT ORDER  -  THIRD ? (See Below)
 BX2823
 BX2823.The horizontal coordinates were established by classical geodetic methods
 BX2823.and adjusted by the National Geodetic Survey in January 1993..
 BX2823
 BX2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2823.The vertical order pertains to the NGVD 29 superseded value.
 BX2823
 BX2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2823
 BX2823.The geoid height was determined by GEOID03.
 BX2823
 BX2823;                    North         East     Units Scale Factor Converg.
 BX2823;SPC LA N     -   118,124.941   933,503.530   MT  0.99993374   -0 22 13.2
 BX2823;SPC LA N     -   387,548.24  3,062,669.50   sFT  0.99993374   -0 22 13.2
 BX2823;UTM  15      - 3,492,066.212   480,975.310   MT  0.99960446   -0 06 17.8
 BX2823
 BX2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2823!SPC LA N     -   0.99999259  x   0.99993374  =   0.99992633
 BX2823!UTM  15      -   0.99999259  x   0.99960446  =   0.99959706
 BX2823
 BX2823:                Primary Azimuth Mark                     Grid Az
 BX2823:SPC LA N     -  WILSON                                   180 12 12.1
 BX2823:UTM  15      -  WILSON                                   179 56 16.7
 BX2823
 BX2823|---------------------------------------------------------------------|
 BX2823| PID    Reference Object                     Distance      Geod. Az  |
 BX2823|                                                           dddmmss.s |
 BX2823| BX2895 WILSON                              APPROX.10.7 KM 1794958.9 |
 BX2823| BX2824 BELLWOOD                             28.701 METERS 25829     |
 BX2823|---------------------------------------------------------------------|
 BX2823
 BX2823                          SUPERSEDED SURVEY CONTROL
 BX2823
 BX2823  NAD 83(1986)-  31 33 48.42592(N)    093 12 01.68582(W) AD(       ) 1
 BX2823  NAD 27      -  31 33 47.81305(N)    093 12 01.08189(W) AD(       ) 1
 BX2823  NGVD 29 (07/19/86)   73.47   (m)          241.0    (f) LEVELING    3  
 BX2823
 BX2823.Superseded values are not recommended for survey control.
 BX2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2823.See file dsdata.txt to determine how the superseded data were derived.
 BX2823
 BX2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8097592066(NAD 83)
 BX2823_MARKER: DS = TRIANGULATION STATION DISK
 BX2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2823+STABILITY: SURFACE MOTION
 BX2823
 BX2823  HISTORY     - Date     Condition        Report By
 BX2823  HISTORY     - 1965     MONUMENTED       CGS
 BX2823
 BX2823                          STATION DESCRIPTION
 BX2823
 BX2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2823'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME
 BX2823'PROPERTY AS TRIANGULATION STATION BELLWOOD.
 BX2823'
 BX2823'STATION IS MARKED BY A STANDARD STATION MARK DISK, SET IN THE
 BX2823'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 2
 BX2823'INCHES.  MARK IS 88-1/2 FEET EAST-SOUTHEAST OF THE CENTER OF A
 BX2823'GRAVELED ROAD, 21.5 FEET NORTHEAST OF A 14-INCH TRIANGULAR BLAZED
 BX2823'PINE TREE, 33 FEET NORTH OF THE CENTER OF A WOODS ROAD AND 4.9
 BX2823'FEET SOUTHWEST OF A METAL WITNESS POST.
 BX2823'
 BX2823'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BELLWOOD,
 BX2823'DISTANCE BEING 28.700 METERS OR 94.16 FEET WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2866 ***********************************************************************
 BX2866  DESIGNATION -  BELMONT
 BX2866  PID         -  BX2866
 BX2866  STATE/COUNTY-  LA/SABINE
 BX2866  USGS QUAD   -  MARTHAVILLE (1988)
 BX2866
 BX2866                         *CURRENT SURVEY CONTROL
 BX2866  ___________________________________________________________________
 BX2866* NAD 83(1992)-  31 42 20.57073(N)    093 29 06.59585(W)     ADJUSTED  
 BX2866* NAVD 88     -       120.3    (meters)     395.     (feet)  VERTCON   
 BX2866  ___________________________________________________________________
 BX2866  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 BX2866  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BX2866
 BX2866  HORZ ORDER  -  FIRST
 BX2866
 BX2866.The horizontal coordinates were established by classical geodetic methods
 BX2866.and adjusted by the National Geodetic Survey in January 1993..
 BX2866
 BX2866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2866
 BX2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2866
 BX2866.The geoid height was determined by GEOID03.
 BX2866
 BX2866;                    North         East     Units Scale Factor Converg.
 BX2866;SPC LA N     -   134,107.923   906,621.124   MT  0.99992155   -0 31 15.1
 BX2866;SPC LA N     -   439,985.74  2,974,472.80   sFT  0.99992155   -0 31 15.1
 BX2866;UTM  15      - 3,507,919.374   454,027.512   MT  0.99962607   -0 15 18.0
 BX2866
 BX2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2866!SPC LA N     -   0.99998522  x   0.99992155  =   0.99990677
 BX2866!UTM  15      -   0.99998522  x   0.99962607  =   0.99961130
 BX2866
 BX2866|---------------------------------------------------------------------|
 BX2866| PID    Reference Object                     Distance      Geod. Az  |
 BX2866|                                                           dddmmss.s |
 BX2866| CV8067 BELMONT RM 1                         29.575 METERS 12801     |
 BX2866| CV8069 BELMONT RM 3                         93.513 METERS 20340     |
 BX2866| CV8068 BELMONT RM 2                         39.502 METERS 23017     |
 BX2866| BX3007 MITCHELL                            APPROX.16.6 KM 3052156.2 |
 BX2866|---------------------------------------------------------------------|
 BX2866
 BX2866                          SUPERSEDED SURVEY CONTROL
 BX2866
 BX2866  NAD 83(1986)-  31 42 20.58243(N)    093 29 06.58977(W) AD(       ) 1
 BX2866  NAD 27      -  31 42 19.97308(N)    093 29 05.95099(W) AD(       ) 1
 BX2866  NGVD 29 (07/19/86)  120.4    (m)          395.     (f) VERT ANG       
 BX2866
 BX2866.Superseded values are not recommended for survey control.
 BX2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2866.See file dsdata.txt to determine how the superseded data were derived.
 BX2866
 BX2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5402807919(NAD 83)
 BX2866_MARKER: DS = TRIANGULATION STATION DISK
 BX2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2866
 BX2866  HISTORY     - Date     Condition        Report By
 BX2866  HISTORY     - 1971     MONUMENTED       NGS
 BX2866  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2866
 BX2866                          STATION DESCRIPTION
 BX2866
 BX2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2866'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF MANY, 8 MILES
 BX2866'SOUTH-SOUTHEAST OF PLEASANT HILL, 1-1/2 MILES SOUTHEAST OF THE SMALL
 BX2866'SETTLEMENT OF BELMONT IN THE SOUTHWEST 1/4 OF SECTION 3, T 8 N, R
 BX2866'11 W AND ON THE PROPERTY OF MRS. ERRIE WALKER, RURAL ROUTE 1, BOX
 BX2866'63, BELMONT LOUISIANA.
 BX2866'
 BX2866'TO REACH THE STATION FROM THE POST OFFICE IN BELMONT, AT THE JUNCTION
 BX2866'OF STATE HIGHWAY 120 AND STATE HIGHWAY 175, GO SOUTH ON STATE
 BX2866'HIGHWAY 175 FOR 0.1 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT
 BX2866'AND GO EAST AND SOUTH ON GRAVELED ROAD FOR 0.55 MILE TO A GRAVELED
 BX2866'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY ON GRAVELED
 BX2866'ROAD FOR 1.4 MILES TO THE STATION ON THE RIGHT.
 BX2866'
 BX2866'THE STATION MARKS ARE STANDARD DISKS STAMPED BELMONT 1971.  THE
 BX2866'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2866'MONUMENT THAT IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 185
 BX2866'FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 140 FEET
 BX2866'SOUTHEAST OF A POWERLINE POLE, 125 FEET EAST OF THE SOUTHEAST
 BX2866'CORNER OF A HOUSE AND 101 FEET EAST-NORTHEAST OF THE CENTER OF
 BX2866'A WIRE GATE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BX2866'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2866'
 BX2866'REFERENCE MARK 1, A STANDARD DISK STAMPED BELMONT NO 1 1971, IS SET
 BX2866'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2866'8 INCHES ABOVE THE GROUND SURFACE, IT IS 86 FEET NORTHWEST OF A
 BX2866'TWIN-TRUNK PINE TREE, 2 FEET NORTH-NORTHWEST OF A METAL WITNESS
 BX2866'POST WITH SIGN AND 1.5 FEET SOUTH-SOUTHWEST OF A 6-INCH PINE
 BX2866'TREE.
 BX2866'
 BX2866'REFERENCE MARK 2, A STANDARD DISK STAMPED BELMONT NO 2 1971, IS SET
 BX2866'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2866'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET SOUTH-SOUTHEAST
 BX2866'OF THE CENTER OF THE WIRE GATE, 2.5 FEET SOUTH-SOUTHEAST OF A METAL
 BX2866'WITNESS POST WITH SIGN AND 0.6 FOOT EAST OF A WIRE FENCE.
 BX2866'
 BX2866'REFERENCE MARK 3, A STANDARD DISK STAMPED BELMONT NO 3 1971, IS SET
 BX2866'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2866'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 74 FEET SOUTH OF A FENCE
 BX2866'CORNER, 42 FEET SOUTHWEST OF A 14-INCH PINE TREE, 4 FEET
 BX2866'WEST-NORTHWEST OF A 6-INCH PINE TREE AND 2.5 FEET NORTHEAST OF A
 BX2866'METAL WITNESS POST WITH SIGN.
 BX2866'
 BX2866'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 BX2866'
 BX2866'NEAREST TOWN--PLEASANT HILL.
 BX2866'
 BX2866'HEIGHT OF LIGHT ABOVE STATION MARK 38.9 METERS.
 BX2866
 BX2866                          STATION RECOVERY (2001)
 BX2866
 BX2866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2866'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0370 ***********************************************************************
 BK0370  DESIGNATION -  BEN
 BK0370  PID         -  BK0370
 BK0370  STATE/COUNTY-  LA/VERMILION
 BK0370  USGS QUAD   -  KAPLAN NORTH (1983)
 BK0370
 BK0370                         *CURRENT SURVEY CONTROL
 BK0370  ___________________________________________________________________
 BK0370* NAD 83(1992)-  30 02 06.97493(N)    092 15 45.54606(W)     ADJUSTED  
 BK0370* NAVD 88     -         6.17   (+/-2cm)      20.2  **(feet)  VERTCON   
 BK0370  **This station is located in a subsidence area (see below).
 BK0370  ___________________________________________________________________
 BK0370  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK0370  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK0370
 BK0370  HORZ ORDER  -  SECOND
 BK0370  VERT ORDER  -  THIRD (See Below)
 BK0370
 BK0370.The horizontal coordinates were established by classical geodetic methods
 BK0370.and adjusted by the National Geodetic Survey in January 1993..
 BK0370
 BK0370 ** The orthometric height has not been validated since last determined
 BK0370 ** by differential leveling and should not be used for control purposes.
 BK0370 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0370 ** area with valid NAVD 88 orthometric heights.
 BK0370 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0370 ** epoch indicated which incorporates improved geoid heights for the
 BK0370 ** Southern Louisiana Subsidence area.
 BK0370 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0370.The vertical order pertains to the NGVD 29 superseded value.
 BK0370
 BK0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0370
 BK0370.The geoid height was determined by GEOID03.
 BK0370
 BK0370;                    North         East     Units Scale Factor Converg.
 BK0370;SPC LA S     -   170,539.431   910,372.877   MT  0.99992592   -0 27 52.8
 BK0370;SPC LA S     -   559,511.45  2,986,781.68   sFT  0.99992592   -0 27 52.8
 BK0370;UTM  15      - 3,322,922.628   571,091.364   MT  0.99966235   +0 22 08.7
 BK0370
 BK0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0370!SPC LA S     -   1.00000327  x   0.99992592  =   0.99992919
 BK0370!UTM  15      -   1.00000327  x   0.99966235  =   0.99966562
 BK0370
 BK0370|---------------------------------------------------------------------|
 BK0370| PID    Reference Object                     Distance      Geod. Az  |
 BK0370|                                                           dddmmss.s |
 BK0370| CV9645 BEN RM 1                             24.612 METERS 16515     |
 BK0370| BK2809 KAPLAN MUNICIPAL TANK 1974          APPROX. 4.7 KM 2271142.4 |
 BK0370| BK0372 BEN LADTD RM 2                       12.656 METERS 26707     |
 BK0370| CV9644 BEN AZ MK                                          2682043.8 |
 BK0370|---------------------------------------------------------------------|
 BK0370
 BK0370                          SUPERSEDED SURVEY CONTROL
 BK0370
 BK0370  NAD 83(1986)-  30 02 06.99488(N)    092 15 45.53972(W) AD(       ) 2
 BK0370  NAD 27      -  30 02 06.25685(N)    092 15 45.07856(W) AD(       ) 2
 BK0370  NGVD 29 (??/??/??)    6.17   (m)           20.2    (f) RESET       3  
 BK0370
 BK0370.Superseded values are not recommended for survey control.
 BK0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0370.See file dsdata.txt to determine how the superseded data were derived.
 BK0370
 BK0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7109122923(NAD 83)
 BK0370_MARKER: DS = TRIANGULATION STATION DISK
 BK0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0370_STAMPING: BEN 1974
 BK0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0370+STABILITY: SURFACE MOTION
 BK0370
 BK0370  HISTORY     - Date     Condition        Report By
 BK0370  HISTORY     - 1974     MONUMENTED       LADH
 BK0370  HISTORY     - 1975     GOOD             NGS
 BK0370  HISTORY     - 19910909 MARK NOT FOUND   USPSQD
 BK0370  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 BK0370
 BK0370                          STATION DESCRIPTION
 BK0370
 BK0370'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK0370'THE STATION IS LOCATED 3 MILES NORTHEAST OF KAPLAN, 8 MILES
 BK0370'WEST-NORTHWEST OF ABBEVILLE, AND 15 MILES EAST OF GUEYDAN, IN THE
 BK0370'SOUTHEAST QUARTER OF SECTION 33, T11S, R2E, AND ON THE PROPERTY
 BK0370'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK0370'
 BK0370'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND 35
 BK0370'IN KAPLAN, GO NORTH ALONG STATE HIGHWAY 35 FOR 2.9 MILES TO THE
 BK0370'JUNCTION WITH STATE HIGHWAY 700, TURN RIGHT ON STATE HIGHWAY 700
 BK0370'AND GO EAST FOR 0.8 MILE TO THE STATION, WHICH IS SET TO THE NORTH
 BK0370'OF THE HIGHWAY NEAR A FIELD GATE.
 BK0370'
 BK0370'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG STATE
 BK0370'HIGHWAY 700 FOR 0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY 35.  THE
 BK0370'MARK IS SET IN THE SOUTHWEST QUADRAND OF THE JUNCTION NEAR A
 BK0370'CROSS-DRAIN AND A TELEPHONE CABLE JUNCTION BOX.
 BK0370'
 BK0370'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK0370'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK0370'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK0370'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK0370'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK0370'STAMPED BEN 1974.  THE MARK IS 39 FEET NORTH OF THE CENTER OF STATE
 BK0370'HIGHWAY 700, 17 FEET WEST OF THE CENTER OF A METAL FIELD GATE,
 BK0370'14 FEET NORTHWEST OF THE WEST END OF CONCRETE SIDE-DRAIN, 2.5
 BK0370'FEET SOUTH OF A FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST
 BK0370'AND SIGN.
 BK0370'
 BK0370'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK0370'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK0370'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK0370'STAMPED BEN RM 1 1974.  IT IS 74 FEET WEST OF A TELEPHONE CABLE
 BK0370'WARNING SIGN, 39 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 700 AND
 BK0370'1.5 FEET NORTH OF A FENCE.
 BK0370'
 BK0370'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK0370'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK0370'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK0370'STAMPED BEN RM 2 1974.  IT IS 59 FEET WEST OF THE CENTER OF A
 BK0370'METAL FIELD GATE, 54 FEET EAST OF A POWER POLE, 49 FEET
 BK0370'WEST-SOUTHWEST OF THE WEST END OF A CONCRETE SIDE-DRAIN, 38 FEET
 BK0370'NORTH OF THE CENTER OF STATE HIGHWAY 700 AND 3.5 FEET SOUTH OF A
 BK0370'FENCE.
 BK0370'
 BK0370'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK0370'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK0370'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK0370'STAMPED BEN AZ. MK. 1974.  IT IS 62 FEET WEST OF THE CENTER OF
 BK0370'STATE HIGHWAY 35, 37 FEET WEST OF THE WEST END OF A CONCRETE
 BK0370'CROSS-DRAIN, 30 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 9
 BK0370'FEET WEST-NORTHWEST OF A TELEPHONE CABLE JUNCTION BOX AND 1.5
 BK0370'FEET EAST OF A METAL WITNESS POST AND SIGN.
 BK0370'
 BK0370'NEAREST TOWN--KAPLAN.
 BK0370
 BK0370                          STATION RECOVERY (1975)
 BK0370
 BK0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BK0370'3.0 MI NE FROM KAPLAN.
 BK0370'LOCATED 2.9 MILES NORTH ALONG STATE HIGHWAY 35 FROM ITS JUNCTION WITH
 BK0370'STATE HIGHWAY 14 IN KAPLAN, THENCE EAST 0.8 MILE ALONG STATE HIGHWAY
 BK0370'700 TO THE MARK ON THE LEFT.  IT IS 39 FEET NORTH OF THE CENTER OF THE
 BK0370'HIGHWAY, 17 FEET WEST OF THE CENTER OF A METAL GATE, 14 FEET NORTHWEST
 BK0370'OF THE WEST END OF A CONCRETE SIDE DRAIN, 2.5 FEET SOUTH OF A FENCE
 BK0370'AND 1.5 FEET NORTH OF A METAL WITNESS POST.  IT PROJECTS 2 INCHES.
 BK0370
 BK0370                          STATION RECOVERY (1991)
 BK0370
 BK0370'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0370'MARK NOT FOUND.
 BK0370
 BK0370                          STATION RECOVERY (1995)
 BK0370
 BK0370'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2947 ***********************************************************************
 CP2947  DESIGNATION -  BEN
 CP2947  PID         -  CP2947
 CP2947  STATE/COUNTY-  LA/TENSAS
 CP2947  USGS QUAD   -  NEWELLTON (1994)
 CP2947
 CP2947                         *CURRENT SURVEY CONTROL
 CP2947  ___________________________________________________________________
 CP2947* NAD 83(1992)-  32 06 41.13003(N)    091 14 46.47220(W)     ADJUSTED  
 CP2947* NAVD 88     -        22.96   (+/-2cm)      75.3    (feet)  VERTCON   
 CP2947  ___________________________________________________________________
 CP2947  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CP2947  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP2947
 CP2947  HORZ ORDER  -  SECOND
 CP2947  VERT ORDER  -  THIRD ? (See Below)
 CP2947
 CP2947.The horizontal coordinates were established by classical geodetic methods
 CP2947.and adjusted by the National Geodetic Survey in May 1994..
 CP2947
 CP2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2947.The vertical order pertains to the NGVD 29 superseded value.
 CP2947
 CP2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2947
 CP2947.The geoid height was determined by GEOID03.
 CP2947
 CP2947;                    North         East     Units Scale Factor Converg.
 CP2947;SPC LA N     -   179,351.496 1,118,315.955   MT  0.99992043   +0 39 46.3
 CP2947;SPC LA N     -   588,422.37  3,669,008.26   sFT  0.99992043   +0 39 46.3
 CP2947;UTM  15      - 3,554,132.774   665,462.470   MT  0.99993764   +0 55 56.8
 CP2947
 CP2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2947!SPC LA N     -   1.00000053  x   0.99992043  =   0.99992096
 CP2947!UTM  15      -   1.00000053  x   0.99993764  =   0.99993817
 CP2947
 CP2947:                Primary Azimuth Mark                     Grid Az
 CP2947:SPC LA N     -  54V9                                     012 33 32.9
 CP2947:UTM  15      -  54V9                                     012 17 22.4
 CP2947
 CP2947|---------------------------------------------------------------------|
 CP2947| PID    Reference Object                     Distance      Geod. Az  |
 CP2947|                                                           dddmmss.s |
 CP2947| CY3421 54V9                                               0131319.2 |
 CP2947| CP2946 NEWELLTON ELEVATOR TANK             APPROX. 4.5 KM 1805707.5 |
 CP2947| CP2948 BEN RM 1                             11.313 METERS 21533     |
 CP2947| CY3408 BEN RM 2                             12.100 METERS 35735     |
 CP2947|---------------------------------------------------------------------|
 CP2947
 CP2947                          SUPERSEDED SURVEY CONTROL
 CP2947
 CP2947  NAD 83(1992)-  32 06 41.13793(N)    091 14 46.47148(W) AD(       ) 2
 CP2947  NAD 83(1986)-  32 06 41.14140(N)    091 14 46.46965(W) AD(       ) 2
 CP2947  NAD 27      -  32 06 40.58792(N)    091 14 46.06399(W) AD(       ) 2
 CP2947  NGVD 29 (07/19/86)   22.98   (m)           75.4    (f) LEVELING    3  
 CP2947
 CP2947.Superseded values are not recommended for survey control.
 CP2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2947.See file dsdata.txt to determine how the superseded data were derived.
 CP2947
 CP2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6546254133(NAD 83)
 CP2947_MARKER: DD = SURVEY DISK
 CP2947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2947+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 CP2947
 CP2947  HISTORY     - Date     Condition        Report By
 CP2947  HISTORY     - 1971     MONUMENTED       LADTD
 CP2947  HISTORY     - 19891101 MARK NOT FOUND   LADTD
 CP2947
 CP2947                          STATION DESCRIPTION
 CP2947
 CP2947'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP2947'THE STATION IS LOCATED 2 MILES NORTH OF NEWELLTON, 5 MILES
 CP2947'SOUTH OF SOMERSET AND 22 MILES NORTH-NORTHEAST OF WATERPROOF,
 CP2947'IN THE SOUTHWEST 1/4 OF SECTION 13, T13N, R12E, AND ON
 CP2947'THE PROPERTY OWNED BY THE FRANKLIN PLANTATION, ADDRESS
 CP2947'NEWELLTON, LOUISIANA.
 CP2947'
 CP2947'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE
 CP2947'HIGHWAY 4 IN WEST NEWELLTON, DRIVE WEST ALONG STATE HIGHWAY 4
 CP2947'FOR 0.5 MILE TO THE INTERSECTION WITH U.S. HIGHWAY 65, TURN
 CP2947'RIGHT ON U.S. HIGHWAY 65 AND GO NORTH FOR 3.8 MILES TO THE
 CP2947'STATION WHICH IS SET ON THE RIGHT AND EAST OF THE HIGHWAY
 CP2947'NEAR A GROUP OF TREES.
 CP2947'
 CP2947'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CP2947'U.S. HIGHWAY 65 FOR 0.5 MILE TO THE MARK WHICH IS SET ON
 CP2947'THE RIGHT AND EAST OF THE HIGHWAY NEAR A FENCE.
 CP2947'
 CP2947'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2947'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN
 CP2947'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2947'FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN
 CP2947'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES
 CP2947'BELOW THE GROUND SURFACE.  THEY ARE STAMPED BEN 1971.  THE
 CP2947'MARK IS 69 FEET EAST OF THE CENTER OF U.S. HIGHWAY 65, 20
 CP2947'FEET SOUTHWEST OF A 12 INCH PINE TREE, 13 FEET WEST-NORTHWEST
 CP2947'OF A 10 INCH PINE TREE, 6 FEET SOUTH-SOUTHWEST OF A BEECH
 CP2947'TREE, AND 3 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 CP2947'
 CP2947'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2947'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP2947'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2947'WITH THE GROUND.  IT IS STAMPED BEN R.M. 1 1971.  IT IS 57
 CP2947'FEET SOUTHWEST OF A 12 INCH PINE TREE, 56 FEET EAST OF THE
 CP2947'CENTER OF U.S. HIGHWAY 65, 43 FEET SOUTH-SOUTHWEST OF A 12
 CP2947'INCH BEECH TREE, 41 FEET WEST-SOUTHWEST OF A 10 INCH PINE TREE.
 CP2947'
 CP2947'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2947'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP2947'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2947'FLUSH WITH THE GROUND.  IT IS STAMPED BEN R.M. 2 1971.  IT IS
 CP2947'53 FEET EAST OF THE CENTER OF U.S. HIGHWAY 65, 48 FEET
 CP2947'NORTH-NORTHWEST OF A 10 INCH PINE TREE, 36 FEET NORTH-NORTHWEST
 CP2947'OF A 12 INCH BEECH TREE, AND 33 FEET NORTHWEST OF A 12 INCH
 CP2947'PINE TREE.
 CP2947'
 CP2947'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2947'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP2947'TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP2947'3 INCHES ABOVE THE GROUND.  IT IS STAMPED 54V9 1970.  IT IS
 CP2947'78 FEET EAST OF THE CENTER OF U.S. HIGHWAY 65, 8 FEET WEST
 CP2947'OF A FENCE, 4 FEET NORTH OF A 12 INCH PINE TREE, AND 1 FOOT
 CP2947'EAST OF A METAL WITNESS POST AND SIGN.
 CP2947'
 CP2947'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2947
 CP2947                          STATION RECOVERY (1989)
 CP2947
 CP2947'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 CP2947'THIS STATION WAS NOT RECOVERED AT THIS TIME.  THE AREA AT THE
 CP2947'DESCRIBED LOCATION OF THE MARK IS NOW UNDER CULTIVATION.  ALL THE
 CP2947'LOCAL DESCRIPTIONS ARE GONE EXCEPT THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1296 ***********************************************************************
 AT1296  DESIGNATION -  BEN 1934
 AT1296  PID         -  AT1296
 AT1296  STATE/COUNTY-  LA/PLAQUEMINES
 AT1296  USGS QUAD   -  LAKE CUATRO CABALLO (1992)
 AT1296
 AT1296                         *CURRENT SURVEY CONTROL
 AT1296  ___________________________________________________________________
 AT1296* NAD 83(1992)-  29 37 49.53935(N)    089 41 22.15079(W)     ADJUSTED  
 AT1296* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1296  **This station is located in a subsidence area (see below).
 AT1296  ___________________________________________________________________
 AT1296  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AT1296  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AT1296
 AT1296  HORZ ORDER  -  THIRD
 AT1296
 AT1296.The horizontal coordinates were established by classical geodetic methods
 AT1296.and adjusted by the National Geodetic Survey in May 1994..
 AT1296
 AT1296 ** The orthometric height has not been validated since last determined
 AT1296 ** by differential leveling and should not be used for control purposes.
 AT1296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1296 ** area with valid NAVD 88 orthometric heights.
 AT1296 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1296 ** epoch indicated which incorporates improved geoid heights for the
 AT1296 ** Southern Louisiana Subsidence area.
 AT1296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1296.The orthometric height was scaled from a topographic map.
 AT1296
 AT1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1296
 AT1296.The geoid height was determined by GEOID03.
 AT1296
 AT1296;                    North         East     Units Scale Factor Converg.
 AT1296;SPC LA S     -   126,444.097 1,159,179.101   MT  0.99994651   +0 49 19.0
 AT1296;SPC LA S     -   414,842.01  3,803,073.43   sFT  0.99994651   +0 49 19.0
 AT1296;UTM  16      - 3,280,857.905   239,600.295   MT  1.00043674   -1 19 49.6
 AT1296
 AT1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1296!SPC LA S     -   1.00000392  x   0.99994651  =   0.99995043
 AT1296!UTM  16      -   1.00000392  x   1.00043674  =   1.00044067
 AT1296
 AT1296                          SUPERSEDED SURVEY CONTROL
 AT1296
 AT1296  NAD 83(1992)-  29 37 49.53944(N)    089 41 22.15105(W) AD(       ) 3
 AT1296  NAD 83(1986)-  29 37 49.54924(N)    089 41 22.15486(W) AD(       ) 3
 AT1296  NAD 27      -  29 37 48.78600(N)    089 41 21.93900(W) AD(       ) 3
 AT1296
 AT1296.Superseded values are not recommended for survey control.
 AT1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1296.See file dsdata.txt to determine how the superseded data were derived.
 AT1296
 AT1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3960080858(NAD 83)
 AT1296_MARKER: DS = TRIANGULATION STATION DISK
 AT1296_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1296_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1296
 AT1296  HISTORY     - Date     Condition        Report By
 AT1296  HISTORY     - 1934     MONUMENTED       CGS
 AT1296  HISTORY     - 1966     GOOD             CGS
 AT1296
 AT1296                          STATION DESCRIPTION
 AT1296
 AT1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1296'LOCATED ON THE NORTH BANK OF THE RIVER AUX CHENES AT ITS JUNCTION
 AT1296'WITH A SMALL BAYOU
 AT1296'(OF NO NAME) FLOWING SOUTH, ABOUT 4.5 MILES ABOVE ITS MOUTH.  LOCATED
 AT1296'16 METERS INSHORE IN SOFT MARSH.
 AT1296'
 AT1296'R.M. NO 1 IS SOUTHEAST OF THE STATION.  R.M. NO 2 IS SOUTHWEST OF THE
 AT1296'STATION.  BOTH ARE IN SOFT MARSH,
 AT1296'AND CAST AROUND CYPRESS PILING.
 AT1296'
 AT1296'REACHED VIA BLACK BAY, RIVER AUX CHENES TO STATION.  A DRAFT OF 3
 AT1296'FEET CAN BE CARRIED TO THE
 AT1296'STATION UNDER NORMAL CONDITIONS.
 AT1296
 AT1296                          STATION RECOVERY (1966)
 AT1296
 AT1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1296'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO REFERENCE
 AT1296'MARKS WERE
 AT1296'RECOVERED.  MARK IS 40 FEET NORTH OF THE SOUTH SHORE OF
 AT1296'SPIT, ON THE NORTH SHORE OF A
 AT1296'BAYOU, ON THE SOUTH SIDE OF THE ISLAND.
 AT1296'THE MARK IS FLUSH WITH THE GROUND AND 1 FOOT
 AT1296'WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2930 ***********************************************************************
 AU2930  DESIGNATION -  BEN 1934
 AU2930  PID         -  AU2930
 AU2930  STATE/COUNTY-  LA/LAFOURCHE
 AU2930  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2930
 AU2930                         *CURRENT SURVEY CONTROL
 AU2930  ___________________________________________________________________
 AU2930* NAD 83(1992)-  29 18 20.43910(N)    090 07 09.00447(W)     ADJUSTED  
 AU2930* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2930  **This station is located in a subsidence area (see below).
 AU2930  ___________________________________________________________________
 AU2930  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AU2930  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AU2930
 AU2930  HORZ ORDER  -  THIRD
 AU2930
 AU2930.The horizontal coordinates were established by classical geodetic methods
 AU2930.and adjusted by the National Geodetic Survey in January 1993..
 AU2930
 AU2930 ** The orthometric height has not been validated since last determined
 AU2930 ** by differential leveling and should not be used for control purposes.
 AU2930 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2930 ** area with valid NAVD 88 orthometric heights.
 AU2930 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2930 ** epoch indicated which incorporates improved geoid heights for the
 AU2930 ** Southern Louisiana Subsidence area.
 AU2930 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2930.The orthometric height was scaled from a topographic map.
 AU2930
 AU2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2930
 AU2930.The geoid height was determined by GEOID03.
 AU2930
 AU2930;                    North         East     Units Scale Factor Converg.
 AU2930;SPC LA S     -    89,931.874 1,117,954.851   MT  0.99999880   +0 36 25.6
 AU2930;SPC LA S     -   295,051.49  3,667,823.54   sFT  0.99999880   +0 36 25.6
 AU2930;UTM  15      - 3,245,298.007   779,825.177   MT  1.00056632   +1 24 39.6
 AU2930
 AU2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2930!SPC LA S     -   1.00000380  x   0.99999880  =   1.00000260
 AU2930!UTM  15      -   1.00000380  x   1.00056632  =   1.00057012
 AU2930
 AU2930                          SUPERSEDED SURVEY CONTROL
 AU2930
 AU2930  NAD 83(1986)-  29 18 20.45406(N)    090 07 09.01355(W) AD(       ) 3
 AU2930  NAD 27      -  29 18 19.64000(N)    090 07 08.74000(W) AD(       ) 3
 AU2930
 AU2930.Superseded values are not recommended for survey control.
 AU2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2930.See file dsdata.txt to determine how the superseded data were derived.
 AU2930
 AU2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7982545298(NAD 83)
 AU2930_MARKER: DD = SURVEY DISK
 AU2930_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2930_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2930
 AU2930  HISTORY     - Date     Condition        Report By
 AU2930  HISTORY     - 1934     MONUMENTED       CGS
 AU2930  HISTORY     - 1940     GOOD             SHELL
 AU2930  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AU2930
 AU2930                          STATION DESCRIPTION
 AU2930
 AU2930'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2930'ON AN ISLAND IN BAY VISIER, MIDWAY BETWEEN TWO POINTS, ONE
 AU2930'EXTENDING TOWARD THE SE, THE OTHER TOWARD THE SW, ABOUT
 AU2930'40 METERS (130 FEET) FROM EACH POINT AND ABOUT 15 METERS
 AU2930'(50 FEET) FROM THE HIGH-WATER MARK TO THE S.  THE STATION
 AU2930'IS MARKED AS DESCRIBED BY A STANDARD HYDROGRAPHIC DISK SET
 AU2930'IN CONCRETE IN THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2930'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2930'INTO THE MARSH.
 AU2930
 AU2930                          STATION RECOVERY (1940)
 AU2930
 AU2930'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2930'RECOVERED IN GOOD CONDITION.
 AU2930'
 AU2930'PART OF THE ORIGINAL DESCRIPTION CALLS FOR THE STATION TO
 AU2930'BE LOCATED MIDWAY BETWEEN TWO POINTS, ABOUT 131 FEET FROM
 AU2930'EACH POINT, AND ABOUT 49 FEET FROM THE HIGH-WATER MARK TO
 AU2930'THE S.
 AU2930'
 AU2930'AT THE PRESENT TIME THE STATION IS 230 FEET FROM THE SW
 AU2930'POINT, 362 FEET FROM THE SE POINT, AND 40 FEET FROM THE NEAREST
 AU2930'HIGH-WATER MARK TO THE SE.
 AU2930
 AU2930                          STATION RECOVERY (1952)
 AU2930
 AU2930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2930'STATION DESTROYED.  THE MONUMENT WAS FOUND, BUT THE DISK
 AU2930'HAS BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5045 ***********************************************************************
 BJ5045  DESIGNATION -  BEN HUR
 BJ5045  PID         -  BJ5045
 BJ5045  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5045  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5045
 BJ5045                         *CURRENT SURVEY CONTROL
 BJ5045  ___________________________________________________________________
 BJ5045* NAD 83(1992)-  30 22 59.28823(N)    091 10 03.10402(W)     ADJUSTED  
 BJ5045* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 BJ5045  ___________________________________________________________________
 BJ5045  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ5045  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ5045
 BJ5045  HORZ ORDER  -  FIRST
 BJ5045
 BJ5045.The horizontal coordinates were established by classical geodetic methods
 BJ5045.and adjusted by the National Geodetic Survey in January 1993..
 BJ5045
 BJ5045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5045
 BJ5045.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5045
 BJ5045.The geoid height was determined by GEOID03.
 BJ5045
 BJ5045;                    North         East     Units Scale Factor Converg.
 BJ5045;SPC LA S     -   208,747.860 1,015,935.208   MT  0.99994792   +0 04 58.5
 BJ5045;SPC LA S     -   684,866.94  3,333,114.09   sFT  0.99994792   +0 04 58.5
 BJ5045;UTM  15      - 3,362,665.494   676,069.516   MT  0.99998245   +0 55 37.4
 BJ5045
 BJ5045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5045!SPC LA S     -   1.00000346  x   0.99994792  =   0.99995138
 BJ5045!UTM  15      -   1.00000346  x   0.99998245  =   0.99998591
 BJ5045
 BJ5045:                Primary Azimuth Mark                     Grid Az
 BJ5045:SPC LA S     -  BEN HUR AZ MK                            028 26 37.7
 BJ5045:UTM  15      -  BEN HUR AZ MK                            027 35 58.8
 BJ5045
 BJ5045|---------------------------------------------------------------------|
 BJ5045| PID    Reference Object                     Distance      Geod. Az  |
 BJ5045|                                                           dddmmss.s |
 BJ5045| BJ3920 BEN HUR AZ MK                                      0283136.2 |
 BJ5045| BJ5344 BEN HUR RM 1                         52.453 METERS 16729     |
 BJ5045| BJ5345 BEN HUR RM 2                         32.035 METERS 29220     |
 BJ5045|---------------------------------------------------------------------|
 BJ5045
 BJ5045                          SUPERSEDED SURVEY CONTROL
 BJ5045
 BJ5045  NAD 83(1986)-  30 22 59.30648(N)    091 10 03.10218(W) AD(       ) 1
 BJ5045  NAD 27      -  30 22 58.61608(N)    091 10 02.71572(W) AD(       ) 1
 BJ5045  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 BJ5045
 BJ5045.Superseded values are not recommended for survey control.
 BJ5045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5045.See file dsdata.txt to determine how the superseded data were derived.
 BJ5045
 BJ5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7607062665(NAD 83)
 BJ5045_MARKER: DS = TRIANGULATION STATION DISK
 BJ5045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5045_SP_SET: CONCRETE POST
 BJ5045_MARK LOGO: CGS   
 BJ5045_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5045+STABILITY: SURFACE MOTION
 BJ5045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5045+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1987
 BJ5045
 BJ5045  HISTORY     - Date     Condition        Report By
 BJ5045  HISTORY     - 1970     MONUMENTED       NGS
 BJ5045  HISTORY     - 1970     GOOD             CGS
 BJ5045  HISTORY     - 19871116 GOOD             LADTD
 BJ5045
 BJ5045                          STATION DESCRIPTION
 BJ5045
 BJ5045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5045'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF THE CENTER
 BJ5045'OF BATON ROUGE, 2 MILES SOUTH OF LOUISIANA STATE UNIVERSITY, NEAR
 BJ5045'THE SOUTH EDGE OF THE SMALL COMMUNITY OF ARLINGTON.  IT IS IN
 BJ5045'SECTION 1, T 8 S, R 1 W, ON PROPERTY OF MR. JOHN PREWITT NELSON,
 BJ5045'810 FIDELITY NATIONAL BANK BUILDING, BATON ROUGE, LOUISIANA
 BJ5045'70808.
 BJ5045'
 BJ5045'TO REACH THE STATION FROM THE JUNCTION OF INTER STATE 10 AND COLLEGE
 BJ5045'DRIVE AND LEE ROAD, GO SOUTH ON LEE ROAD FOR 2.45 MILES TO HIGHLAND
 BJ5045'ROAD, TURN LEFT ON HIGHLAND ROAD AND GO EAST FOR 0.1 MILE TO BEN
 BJ5045'HUR ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON BEN HUR ROAD
 BJ5045'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, JUST AFTER CROSSING
 BJ5045'BRIDGE. CONTINUE SOUTHERLY ON BEN HUR ROAD FOR 0.3 MILE TO A METAL
 BJ5045'GATE ON THE LEFT, TURN LEFT PASSING THRU GATE AND GO SOUTHEASTERLY ON
 BJ5045'OLD ROADBED FOR 0.2 MILE TO STATION.
 BJ5045'
 BJ5045'STATION MARKS ARE STANDARD DISK STAMPED BEN HUR 1970.  THE SURFACE
 BJ5045'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ5045'THAT IS 20 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 178 FEET
 BJ5045'NORTH OF A UTILITY POLE NUMBER 17, 101 FEET NORTHEAST OF THE
 BJ5045'CENTERLINE OF A SURFACED ROAD, 72 FEET EAST OF A METAL WITNESS
 BJ5045'POST AND 59 FEET NORTHEAST OF FENCELINE.  THE UNDERGROUND MARK
 BJ5045'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 62 INCHES BELOW
 BJ5045'THE GROUND SURFACE.
 BJ5045'
 BJ5045'REFERENCE MARK 1, A STANDARD DISK STAMPED BEN HUR NO 1 1970, SET IN
 BJ5045'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTS 1 INCH
 BJ5045'ABOVE THE GROUND SURFACE.  IT IS 43 FEET NORTHEAST OF THE
 BJ5045'CENTERLINE OF SURFACED ROAD, 6 FEET NORTH OF AN UTILITY POLE NUMBER
 BJ5045'17 AND 1 FOOT NORTHEAST OF FENCELINE.
 BJ5045'
 BJ5045'REFERENCE MARK 2, A STANDARD DISK STAMPED BEN HUR NO 2 1970, SET IN
 BJ5045'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 BJ5045'INCH ABOVE THE GROUND SURFACE.  IT IS 43 FEET NORTHEAST OF THE
 BJ5045'CENTER- LINE OF SURFACED ROAD, 100 FEET SOUTHEAST OF AN UTILITY POLE
 BJ5045'NUMBER 18 AND 1 FOOT NORTHEAST OF FENCELINE.
 BJ5045'
 BJ5045'AZIMUTH MARK, A STANDARD DISK STAMPED BEN HUR 1970, IS SET IN THE
 BJ5045'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ5045'INCHES ABOVE THE GROUND SURFACE.  IT IS 71.5 FEET SOUTHWEST OF THE
 BJ5045'SOUTHWEST CORNER OF BRIDGE, 27.5 FEET SOUTH OF THE CENTER OF A METAL
 BJ5045'GATE, 40 FEET WEST-NORTHWEST OF THE CENTERLINE OF BEN HUR ROAD,
 BJ5045'3.5 FEET NORTH- EAST OF A CORNER POST AND 2.1 FEET NORTHEAST OF A
 BJ5045'METAL WITNESS POST WITH SIGN ATTACHED.
 BJ5045'
 BJ5045'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO FENCE LINE AND
 BJ5045'BRUSH ON LINE.
 BJ5045'
 BJ5045'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
 BJ5045
 BJ5045                          STATION RECOVERY (1970)
 BJ5045
 BJ5045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 BJ5045'RECOVERED IN GOOD CONDITION.
 BJ5045
 BJ5045                          STATION RECOVERY (1987)
 BJ5045
 BJ5045'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ5045'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH-SOUTHEAST FROM THE
 BJ5045'CENTER OF BATON ROUGE, 3.2 KM (2.00 MI) SOUTH OF THE LOUISIANA STATE
 BJ5045'UNIVERSITY, NEAR THE SOUTH EDGE OF THE SMALL COMMUNITY OF ARLENGTON,
 BJ5045'IN SECTION 1, T 8 S, R 1 W.  OWNERSHIP--MR. JOHN PREWITT NELSON, 810
 BJ5045'FIDELITY NATIONAL BANK BUILDING, BATON ROUGE, LOUISIANA 70808.
 BJ5045'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10,
 BJ5045'COLLEGE DRIVE AND LEE ROAD, GO SOUTH FOR 3.9 KM (2.40 MI) ON LEE ROAD
 BJ5045'TO THE JUNCTION WITH HIGHLAND ROAD.  TURN LEFT AND GO EAST FOR 0.2 KM
 BJ5045'(0.10 MI) ON HIGHLAND ROAD TO THE JUNCTION WITH BEN HUR ROAD.  TURN
 BJ5045'RIGHT AND GO SOUTHERLY FOR 1.6 KM (1.00 MI) ON BEN HUR ROAD TO THE
 BJ5045'JUNCTION WITH STATE HIGHWAY 30.  TURN LEFT AND GO SOUTH FOR 0.3 KM
 BJ5045'(0.20 MI) ON HIGHWAY 30 TO THE MARK ON THE LEFT IN A FIELD, SET ON AN
 BJ5045'EXTENDED CENTER OF A ROAD RUNNING SOUTHWEST.
 BJ5045'THE STATION IS 39 M (128.0 FT) NORTH FROM A POWER POLE WHERE THE LINES
 BJ5045'CROSS THE HIGHWAY, 30.8 M (101.0 FT) NORTHEAST FROM THE CENTER OF THE
 BJ5045'HIGHWAY, 22.0 M (72.2 FT) EAST FROM A METAL WITNESS POST WITH SIGN
 BJ5045'ATTACHED AND 18.0 M (59.1 FT) NORTHEAST FROM A FENCE.  THE MARK IS
 BJ5045'RECESSED 51 CM BELOW THE GROUND SURFACE AND ABOUT 0.6 M (2.0 FT) BELOW
 BJ5045'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3920 ***********************************************************************
 BJ3920  DESIGNATION -  BEN HUR AZ MK
 BJ3920  PID         -  BJ3920
 BJ3920  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3920  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3920
 BJ3920                         *CURRENT SURVEY CONTROL
 BJ3920  ___________________________________________________________________
 BJ3920* NAD 83(1986)-  30 23 11.     (N)    091 09 46.     (W)     SCALED    
 BJ3920* NAVD 88     -         6.369  (meters)      20.90   (feet)  ADJUSTED  
 BJ3920  ___________________________________________________________________
 BJ3920  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3920  DYNAMIC HT  -           6.360 (meters)      20.87  (feet)  COMP
 BJ3920  MODELED GRAV-     979,331.9   (mgal)                       NAVD 88
 BJ3920
 BJ3920  VERT ORDER  -  SECOND    CLASS II
 BJ3920
 BJ3920.The horizontal coordinates were scaled from a topographic map and have
 BJ3920.an estimated accuracy of +/- 6 seconds.
 BJ3920
 BJ3920.The orthometric height was determined by differential leveling
 BJ3920.and adjusted by the National Geodetic Survey in February 1994..
 BJ3920
 BJ3920.The geoid height was determined by GEOID03.
 BJ3920
 BJ3920.The dynamic height is computed by dividing the NAVD 88
 BJ3920.geopotential number by the normal gravity value computed on the
 BJ3920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3920.degrees latitude (g = 980.6199 gals.).
 BJ3920
 BJ3920.The modeled gravity was interpolated from observed gravity values.
 BJ3920
 BJ3920;                    North         East    Units  Estimated Accuracy
 BJ3920;SPC LA S     -   209,110.    1,016,390.      MT  (+/- 180 meters Scaled)
 BJ3920
 BJ3920                          SUPERSEDED SURVEY CONTROL
 BJ3920
 BJ3920.No superseded survey control is available for this station.
 BJ3920
 BJ3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP765630(NAD 83)
 BJ3920_MARKER: DB = BENCH MARK DISK
 BJ3920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3920_SP_SET: CONCRETE POST
 BJ3920_STAMPING: BEN HUR 1970
 BJ3920_MARK LOGO: NGS   
 BJ3920_PROJECTION: PROJECTING 8 CENTIMETERS
 BJ3920_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3920+STABILITY: SURFACE MOTION
 BJ3920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3920+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1987
 BJ3920
 BJ3920  HISTORY     - Date     Condition        Report By
 BJ3920  HISTORY     - 1970     MONUMENTED       NGS
 BJ3920  HISTORY     - 1987     GOOD             LA-033
 BJ3920  HISTORY     - 19871116 GOOD             LADTD
 BJ3920
 BJ3920                          STATION DESCRIPTION
 BJ3920
 BJ3920'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3920'IN BATON ROUGE.
 BJ3920'THE MARK IS ABOVE LEVEL WITH .
 BJ3920'LOCATED SOUTH OF THE CITY OF BATON ROUGE, ABOUT 0.8 KM (0.5 MI) SOUTH
 BJ3920'ON BEN HUR ROAD FROM THE INTERSECTION OF HIGHLAND ROAD AND BEN HUR
 BJ3920'ROAD TO THE AZIMUTH MARK ON THE RIGHT, 21.8 METERS (71.5 FEET)
 BJ3920'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE, 8.4 METERS (27.5 FEET)
 BJ3920'SOUTH OF THE CENTER OF A METAL GATE, 12.2 METERS (40 FEET) WEST-
 BJ3920'NORTHWEST OF THE CENTERLINE OF BEN HUR ROAD, AND 1.1 METERS (3.5
 BJ3920'FEET) NORTHEAST OF A CORNER POST.
 BJ3920'THE MARK IS 0.64 METERS  NE FROM A WITNESS POST.
 BJ3920
 BJ3920                          STATION RECOVERY (1987)
 BJ3920
 BJ3920'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ3920'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH-SOUTHEAST FROM THE
 BJ3920'CENTER OF BATON ROUGE, 3.2 KM (2.00 MI) SOUTH OF THE LOUISIANA STATE
 BJ3920'UNIVERSITY, NEAR THE SOUTH EDGE OF THE SMALL COMMUNITY OF ARLENGTON.
 BJ3920'OWNERSHIP--UNKNOWN.
 BJ3920'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10,
 BJ3920'COLLEGE DRIVE AND LEE ROAD, GO SOUTH FOR 3.9 KM (2.40 MI) ON LEE ROAD
 BJ3920'TO THE JUNCTION WITH HIGHLAND ROAD.  TURN LEFT AND GO EAST FOR 0.2 KM
 BJ3920'(0.10 MI) ON HIGHLAND ROAD TO THE JUNCTION WITH BEN HUR ROAD.  TURN
 BJ3920'RIGHT AND GO SOUTHERLY FOR 0.8 KM (0.50 MI) ON BEN HUR ROAD TO THE
 BJ3920'MARK ON THE RIGHT, JUST AFTER CROSSING A BRIDGE.
 BJ3920'THE STATION IS 21.8 M (71.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 BJ3920'THE BRIDGE, 12.2 M (40.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 BJ3920'HIGHWAY, 8.4 M (27.6 FT) SOUTH FROM THE CENTER OF A METAL GATE, 1.1 M
 BJ3920'(3.6 FT) NORTHEAST FROM A FENCE CORNER POST AND 0.6 M (2.0 FT)
 BJ3920'NORTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 BJ3920'PROJECTING 8 CM ABOVE THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2948 ***********************************************************************
 CP2948  DESIGNATION -  BEN RM 1
 CP2948  PID         -  CP2948
 CP2948  STATE/COUNTY-  LA/TENSAS
 CP2948  USGS QUAD   -  NEWELLTON (1994)
 CP2948
 CP2948                         *CURRENT SURVEY CONTROL
 CP2948  ___________________________________________________________________
 CP2948* NAD 83(1992)-  32 06 40.     (N)    091 14 46.     (W)     SCALED    
 CP2948* NAVD 88     -        23.03   (+/-2cm)      75.6    (feet)  VERTCON   
 CP2948  ___________________________________________________________________
 CP2948  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP2948
 CP2948  VERT ORDER  -  THIRD ? (See Below)
 CP2948
 CP2948.The horizontal coordinates were scaled from a topographic map and have
 CP2948.an estimated accuracy of +/- 6 seconds.
 CP2948
 CP2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2948.The vertical order pertains to the NGVD 29 superseded value.
 CP2948
 CP2948.The geoid height was determined by GEOID03.
 CP2948
 CP2948;                    North         East    Units  Estimated Accuracy
 CP2948;SPC LA N     -   179,320.    1,118,330.      MT  (+/- 180 meters Scaled)
 CP2948
 CP2948                          SUPERSEDED SURVEY CONTROL
 CP2948
 CP2948  NGVD 29 (07/19/86)   23.05   (m)           75.6    (f) LEVELING    3  
 CP2948
 CP2948.Superseded values are not recommended for survey control.
 CP2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2948.See file dsdata.txt to determine how the superseded data were derived.
 CP2948
 CP2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR654540(NAD 83)
 CP2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2948+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 CP2948
 CP2948  HISTORY     - Date     Condition        Report By
 CP2948  HISTORY     - UNK      MONUMENTED
 CP2948  HISTORY     - 19891101 MARK NOT FOUND   LADTD
 CP2948
 CP2948                          STATION DESCRIPTION
 CP2948
 CP2948'DESCRIBED UNK
 CP2948'RECOVERED AS DESCRIBED.
 CP2948
 CP2948                          STATION RECOVERY (1989)
 CP2948
 CP2948'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 CP2948'THIS STATION WAS NOT RECOVERED AT THIS TIME.  THE AREA AT THE
 CP2948'DESCRIBED LOCATION OF THE MARK IS NOW UNDER CULTIVATION.  ALL THE
 CP2948'LOCAL DESCRIPTIONS ARE GONE EXCEPT THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2573 ***********************************************************************
 BX2573  DESIGNATION -  BEN ROUTH
 BX2573  PID         -  BX2573
 BX2573  STATE/COUNTY-  LA/AVOYELLES
 BX2573  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2573
 BX2573                         *CURRENT SURVEY CONTROL
 BX2573  ___________________________________________________________________
 BX2573* NAD 83(1992)-  31 11 52.94271(N)    092 05 24.46739(W)     ADJUSTED  
 BX2573* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 BX2573  ___________________________________________________________________
 BX2573  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BX2573  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX2573
 BX2573  HORZ ORDER  -  FIRST
 BX2573
 BX2573.The horizontal coordinates were established by classical geodetic methods
 BX2573.and adjusted by the National Geodetic Survey in January 1993..
 BX2573
 BX2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2573
 BX2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2573
 BX2573.The geoid height was determined by GEOID03.
 BX2573
 BX2573;                    North         East     Units Scale Factor Converg.
 BX2573;SPC LA N     -    77,470.565 1,039,062.853   MT  0.99999303   +0 13 00.1
 BX2573;SPC LA N     -   254,168.01  3,408,992.04   sFT  0.99999303   +0 13 00.1
 BX2573;UTM  15      - 3,451,906.582   586,683.394   MT  0.99969268   +0 28 16.8
 BX2573
 BX2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2573!SPC LA N     -   1.00000027  x   0.99999303  =   0.99999330
 BX2573!UTM  15      -   1.00000027  x   0.99969268  =   0.99969295
 BX2573
 BX2573|---------------------------------------------------------------------|
 BX2573| PID    Reference Object                     Distance      Geod. Az  |
 BX2573|                                                           dddmmss.s |
 BX2573| CY3410 BEN ROUTH RM 1                       49.698 METERS 03436     |
 BX2573| CY3409 BEN ROUTH AZ MK                                    0930752.6 |
 BX2573| BX2574 MARKSVILLE CABLE TV MAST            APPROX. 7.3 KM 1615046.3 |
 BX2573| BX2572 MARKSVILLE MUNICIPAL TANK           APPROX. 8.4 KM 1635511.0 |
 BX2573| BX2581 MARKSVILLE ST JOSEPHS CH TWR        APPROX. 8.5 KM 1650839.2 |
 BX2573| BX2597 RUBY UNITED GAS MICRO KGU 47        APPROX.11.3 KM 2490831.2 |
 BX2573| CY3411 BEN ROUTH RM 2                       39.807 METERS 33403     |
 BX2573|---------------------------------------------------------------------|
 BX2573
 BX2573                          SUPERSEDED SURVEY CONTROL
 BX2573
 BX2573  NAD 83(1986)-  31 11 52.96196(N)    092 05 24.46291(W) AD(       ) 1
 BX2573  NAD 27      -  31 11 52.29194(N)    092 05 24.01020(W) AD(       ) 1
 BX2573  NGVD 29 (07/19/86)   25.1    (m)           82.     (f) VERT ANG       
 BX2573
 BX2573.Superseded values are not recommended for survey control.
 BX2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2573.See file dsdata.txt to determine how the superseded data were derived.
 BX2573
 BX2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8668351907(NAD 83)
 BX2573_MARKER: DS = TRIANGULATION STATION DISK
 BX2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2573
 BX2573  HISTORY     - Date     Condition        Report By
 BX2573  HISTORY     - 1941     MONUMENTED       CGS
 BX2573  HISTORY     - 1959     GOOD             CGS
 BX2573  HISTORY     - 1969     GOOD             CGS
 BX2573
 BX2573                          STATION DESCRIPTION
 BX2573
 BX2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2573'STATION IS ABOUT 5 MILES N OF MARKSVILLE, 1/2 MILE S OF THE
 BX2573'RED RIVER ON A HIGH RIDGE JUST SE OF BEN ROUTH LAKE.  IT
 BX2573'IS ON THE CALVIN JOHNSON FARM, 132 FEET S OF THE CENTER
 BX2573'LINE OF ROAD, 67 FEET NE OF NE CORNER OF THE JOHNSON HOUSE,
 BX2573'41 FEET N OF YARD FENCE AND 25 FEET W OF REFERENCE POST,
 BX2573'IS STAMPED BEN ROUTH 1941, AND IS FLUSH WITH THE SURFACE
 BX2573'OF THE GROUND.
 BX2573'
 BX2573'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BX2573'BRONZE DISKS SET IN CONCRETE.
 BX2573'
 BX2573'REFERENCE MARK NO. 1 IS 26 FEET N OF THE CENTER LINE OF THE
 BX2573'ROAD AND 1 FOOT S OF RIGHT-OF-WAY FENCE.  IT IS STAMPED BEN
 BX2573'ROUTH NO. 1, 1941 AND PROJECTS 4 INCHES.
 BX2573'
 BX2573'REFERENCE MARK NO. 2 IS 34 FEET S OF THE CENTER LINE OF THE
 BX2573'ROAD AND 10 FEET S OF FENCE CORNER.  IT IS STAMPED BEN ROUTH
 BX2573'NO. 2, 1941 AND PROJECTS 6 INCHES.
 BX2573'
 BX2573'THE AZIMUTH MARK IS 100 FEET NE OF FARMHOUSE, 29 FEET S
 BX2573'OF CENTER LINE OF THE ROAD TO THE STATION, 28 FEET E OF THE
 BX2573'CENTER LINE OF FARM ENTRANCE, 32 FEET N BY E OF THE NE CORNER
 BX2573'OF GARAGE AND 1-1/2 FEET S OF REFERENCE POST.  IT IS STAMPED
 BX2573'BEN ROUTH 1941 AND PROJECTS 2 INCHES.
 BX2573'
 BX2573'A DIRECTION WAS TAKEN TO B.M.-6 (USE) WHICH IS ABOUT 3/4
 BX2573'MILE E BY N OF THE STATION, 60 YARDS E OF ROAD, 80 FEET S
 BX2573'OF FARMHOUSE, 18 FEET S OF FENCE CORNER AND 8 FEET E OF
 BX2573'CORNCRIB.  IT IS A STANDARD U.S.E. BENCH MARK DISK SET IN
 BX2573'A 5-INCH CAST IRON PIPE WHICH PROJECTS 12 INCHES.  IT IS
 BX2573'STAMPED B M 6, 1929.
 BX2573'
 BX2573'TO REACH THE STATION FROM MARKSVILLE, GO N FROM THE COURTHOUSE
 BX2573'ON STATE HIGHWAY 57 FOR 3.0 MILES AND TURN RIGHT ON GRAVEL
 BX2573'ROAD 0.1 MILE AFTER PASSING A FORK TO THE LEFT.  GO 2.1
 BX2573'MILES AND TURN LEFT AT T-ROAD.  GO 0.4 MILE TO STORE AND
 BX2573'TURN LEFT ON GRADED DIRT ROAD.  GO 0.1 MILE TO THE AZIMUTH
 BX2573'MARK ON THE LEFT.  CONTINUE 0.4 MILE TO THE JOHNSON FARM
 BX2573'AND THE STATION.
 BX2573'
 BX2573'A 126-FOOT SIGNAL AT B-3759 IS VISIBLE AT 103 FEET.
 BX2573'
 BX2573'A 126-FOOT SIGNAL AT BUCKEYE IS VISIBLE AT 45 FEET.
 BX2573'
 BX2573'A 126-FOOT SIGNAL AT LARTO IS VISIBLE AT 90 FEET.
 BX2573'
 BX2573'A 116-FOOT SIGNAL AT RIVER IS VISIBLE AT 90 FEET.
 BX2573'
 BX2573'A 116-FOOT SIGNAL AT LON IS VISIBLE AT 80 FEET.
 BX2573'
 BX2573'A 116-FOOT SIGNAL AT B.M. VICTOR IS VISIBLE AT 60 FEET.
 BX2573'
 BX2573'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BX2573
 BX2573                          STATION RECOVERY (1959)
 BX2573
 BX2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2573'THE STATION WAS VISITED 10-20-59 AND THE STATION MARK, REFERENCE
 BX2573'MARKS 1 AND 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BX2573'BM NO. 6 (USE) WAS SEARCHED FOR BUT NOT RECOVERED AT THIS DATE.
 BX2573'THIS MARK WAS NO DOUBT DESTROYED WHEN THE LEVEE WAS MOVED
 BX2573'BACK AWAY FROM THE RIVER.
 BX2573'
 BX2573'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF
 BX2573'MARKSVILLE, 0.5 MILE SOUTH OF THE EAST END OF BEN ROUTH LAKE,
 BX2573'0.5 MILE SOUTH OF A BEND IN THE RED RIVER, AT THE NE 1/4
 BX2573'OF SEC. 31, R 4 E, T 3 N, ON PROPERTY OWNED BY CALVIN JOHNSON.
 BX2573'IT IS LOCATED IN A SMALL PASTURE LOT 69.5 FEET NORTHEAST
 BX2573'OF THE NORTHEAST CORNER OF THE BRICK CHIMNEY OF THE JOHNSON
 BX2573'HOUSE, 132 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 67
 BX2573'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE JOHNSON HOUSE,
 BX2573'31 FEET NORTH OF A FENCE LINE, 44 FEET EAST OF THE PROJECTED
 BX2573'PLANE OF THE EAST WALL OF THE HOUSE, 66 FEET EAST OF A
 BX2573'12-INCH SYCAMORE TREE, AND 1 FOOT EAST OF A METAL WITNESS
 BX2573'POST BEARING A WHITE METAL SIGN.  IT IS A STANDARD DISK,
 BX2573'STAMPED BEN ROUTH 1941, FLUSH WITH THE GROUND.
 BX2573'
 BX2573'REFERENCE MARK NO. 1 IS 163.01 FEET NORTH OF THE STATION AT
 BX2573'THE SOUTH EDGE OF A PASTURE, 24 FEET NORTH OF THE CENTERLINE
 BX2573'OF A GRAVELED ROAD, AND 6 FEET NORTH OF A RIGHT-OF-WAY FENCE.
 BX2573'IT IS A STANDARD DIS, STAMPED BEN ROUTH NO 1 1941, PROJECTING
 BX2573'4 INCHES.
 BX2573'
 BX2573'REFERENCE MARK NO. 2 IS 130.56 FEET NORTHWEST OF THE STATION
 BX2573'IN THE NORTHWEST CORNER OF A SMALL PASTURE LOT, 34 FEET
 BX2573'SOUTH OF THE CENTER OF A GRAVELED ROAD, 42 FEET EAST OF A
 BX2573'FENCE CORNER, 10 FEET SOUTH OF A FENCE LINE, 55.5 FEET EAST
 BX2573'OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED BEN ROUTH
 BX2573'NO 2 1941, PROJECTING 4 INCHES.
 BX2573'
 BX2573'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION IN THE
 BX2573'NORTHEAST CORNER OF MR. FOSTER JOHNSONS FRONT YARD.  IT IS
 BX2573'30 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTHWEST
 BX2573'OF A FENCE CORNER, 15 FEET NORTH OF A 3-FOOT OAK TREE, 96
 BX2573'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE JOHNSON
 BX2573'HOUSE, 12 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE
 BX2573'HOUSE AND 1 FOOT WEST OF A METAL WITNESS POST BEARING A
 BX2573'WHITE WITNESS SIGN.  IT IS A STANDARD DISK, STAMPED BEN
 BX2573'ROUTH 1941, PROJECTING 6INCHES.
 BX2573'
 BX2573'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BX2573'1 AND 115 AT THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 BX2573'IN MARKSVILLE, GO NORTH AND NORTHWEST ON STATE HIGHWAY 115
 BX2573'FOR 2.85 MILES TO A FORK, TAKE RIGHT FORK AND GO NORTHWEST
 BX2573'FOR 0.15 MILE TO THE JUNCTION WITH STATE HIGHWAY 1192 (JOHNSON
 BX2573'ROAD), TURN RIGHT AND GO NORTH-NORTHEAST FOR 2.0 MILES TO
 BX2573'THE T INTERSECTION, TURN LEFT AND GO 0.4 MILE TO A FORK,
 BX2573'TAKE LEFT FORK AND GO WEST FOR 0.15 MILE TO THE AZIMUTH MARK
 BX2573'ON THE LEFT, CONTINUE WEST FOR 0.35 MILE TO A DRIVEWAY LEFT
 BX2573'TO THE CALVIN JOHNSON HOUSE, TAKE LEFT INTO DRIVEWAY AND GO
 BX2573'ABOUT 50 YARDS TO THE STATION ON THE RIGHT.
 BX2573
 BX2573                          STATION RECOVERY (1969)
 BX2573
 BX2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2573'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 BX2573'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 BX2573'CONDITION.  THE DISTANCES AND DIRECTIONS CHECKED FAVORABLE.  A
 BX2573'NEW DESCRIPTION FOLLOWS.
 BX2573'
 BX2573'THE STATION IS LOCATED ABOUT 5 MILES NORTH NORTHWEST OF MARKSVILLE
 BX2573'AND 0.5 MILE SOUTH OF A BEND IN RED RIVER, AT THE NORTHEAST 1/4
 BX2573'OF SECTION 31R4E, T3N, ON PROPERTY OWNED BY MR. CALVIN JOHNSON.
 BX2573'
 BX2573'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND
 BX2573'STATE HIGHWAY 115 AT THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 BX2573'IN MARKSVILLE, GO NORTH AND NORTHWEST ON STATE HIGHWAY 115 FOR 2.85
 BX2573'MILE TO A FORK.  CONTINUE AHEAD ON RIGHT FORK FOR 0.15 MILE
 BX2573'TO JUNCTION WITH STATE HIGHWAY 1192.  TURN RIGHT AND GO NORTH
 BX2573'NORTHEAST ON PAVED ROAD FOR 2.0 MILES TO A T INTERSECTION.  TURN
 BX2573'LEFT AND GO NORTH FOR 0.4 MILE TO A FORK.  TURN LEFT ON LEFT
 BX2573'FORK AND GO WEST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 BX2573'LEFT.  CONTINUE AHEAD WEST FOR 0.35 MILE TO A DRIVEWAY TO
 BX2573'MR. CALVIN JOHNSONS HOUSE ON THE LEFT AND STATION AS
 BX2573'DESCRIBED.
 BX2573'
 BX2573'THE STATION IS A STANDARD DISK, STAMPED BEN ROUTH 1941, SET IN
 BX2573'THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BX2573'THE GROUND.  IT IS 66.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BX2573'A FRAME HAOUSE, 30.5 FEET NORTH OF A FENCE CORNER, 48 FEET EAST
 BX2573'OF A SYCAMORE TREE, 1 FOOT EAST OF A METAL WITNESS POST WITH A
 BX2573'SIGN ATTACHED, 130 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD
 BX2573'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 BX2573'
 BX2573'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEN ROUTH NO 1 1941,
 BX2573'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BX2573'4 INCHES.  IT IS 25 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD,
 BX2573'6 FEET NORTH OF AN EAST-WEST FENCE LINE, 96 FEET EAST OF THE SOUTH
 BX2573'CORNER POST OF A CORRAL AND 116 FEET WEST OF AN 18 INCH PECAN
 BX2573'TREE.
 BX2573'
 BX2573'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEN ROUTH NO 2
 BX2573'1941, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 BX2573'PROJECTS 4 INCHES.  IT IS 32 FEET SOUTH OF THE CENTER LINE OF
 BX2573'A PAVED ROAD, 10 FEET SOUTH OF AN 18 INCH PINE TREE IN EAST-WEST
 BX2573'FENCE LINE AND 54 FEET EAST OF A POWERLINE POLE.
 BX2573'
 BX2573'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEN ROUTH 1941, SET IN
 BX2573'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BX2573'THE GROUND.  IT 28 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 2
 BX2573'FEET SOUTHEAST OF A METAL CORNER FENCE POST, 15 FEET NORTH OF
 BX2573'A 36 INCH OAK TREE AND 1 FOOT WEST OF A METAL WITNESS POST WITH
 BX2573'A SIGN ATTACHED.
 BX2573'
 BX2573'HEIGHT OF LIGHT ABOVE STATION MARK 125.95 FEET.
 BX2573'
 BX2573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2573'5 MILES NORTH NORTHWEST OF MARKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2936 ***********************************************************************
 CP2936  DESIGNATION -  BENA
 CP2936  PID         -  CP2936
 CP2936  STATE/COUNTY-  LA/MADISON
 CP2936  USGS QUAD   -  TALLULAH (1994)
 CP2936
 CP2936                         *CURRENT SURVEY CONTROL
 CP2936  ___________________________________________________________________
 CP2936* NAD 83(1992)-  32 28 59.39614(N)    091 10 27.13808(W)     ADJUSTED  
 CP2936* NAVD 88     -        25.740  (meters)      84.45   (feet)  ADJUSTED  
 CP2936  ___________________________________________________________________
 CP2936  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CP2936  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2936  DYNAMIC HT  -          25.711 (meters)      84.35  (feet)  COMP
 CP2936  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 CP2936
 CP2936  HORZ ORDER  -  FIRST
 CP2936  VERT ORDER  -  SECOND    CLASS I
 CP2936
 CP2936.The horizontal coordinates were established by classical geodetic methods
 CP2936.and adjusted by the National Geodetic Survey in May 1994..
 CP2936
 CP2936.The orthometric height was determined by differential leveling
 CP2936.and adjusted by the National Geodetic Survey in May 1997..
 CP2936
 CP2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2936
 CP2936.The geoid height was determined by GEOID03.
 CP2936
 CP2936.The dynamic height is computed by dividing the NAVD 88
 CP2936.geopotential number by the normal gravity value computed on the
 CP2936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2936.degrees latitude (g = 980.6199 gals.).
 CP2936
 CP2936.The modeled gravity was interpolated from observed gravity values.
 CP2936
 CP2936;                    North         East     Units Scale Factor Converg.
 CP2936;SPC LA N     -   220,649.845 1,124,609.441   MT  0.99996331   +0 42 03.4
 CP2936;SPC LA N     -   723,915.37  3,689,656.14   sFT  0.99996331   +0 42 03.4
 CP2936;SPC MS W     -   331,036.839   620,965.627   MT  1.00002700   -0 27 05.8
 CP2936;SPC MS W     - 1,086,076.70  2,037,284.73   sFT  1.00002700   -0 27 05.8
 CP2936;UTM  15      - 3,595,461.307   671,557.990   MT  0.99996295   +0 58 50.8
 CP2936
 CP2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2936!SPC LA N     -   1.00000011  x   0.99996331  =   0.99996342
 CP2936!SPC MS W     -   1.00000011  x   1.00002700  =   1.00002711
 CP2936!UTM  15      -   1.00000011  x   0.99996295  =   0.99996306
 CP2936
 CP2936:                Primary Azimuth Mark                     Grid Az
 CP2936:SPC LA N     -  BENA AZ MK                               089 12 20.2
 CP2936:SPC MS W     -  BENA AZ MK                               090 21 29.4
 CP2936:UTM  15      -  BENA AZ MK                               088 55 32.8
 CP2936
 CP2936|---------------------------------------------------------------------|
 CP2936| PID    Reference Object                     Distance      Geod. Az  |
 CP2936|                                                           dddmmss.s |
 CP2936| CY3412 BENA AZ MK                                         0895423.6 |
 CP2936| CY3413 BENA AZ MK 2                                       0895828.0 |
 CP2936| CY3414 BENA RM 1                            42.221 METERS 11415     |
 CP2936| CY3416 BENA RM 3                            34.878 METERS 11521     |
 CP2936| CP2940 TALLULAH LA PWR AND LT KYL 84       APPROX. 7.2 KM 1834815.9 |
 CP2936| CP2938 TALLULAH LA PWR AND LT CO TANK      APPROX. 8.5 KM 1892945.9 |
 CP2936| CP2941 TALLULAH FED COMP NW TANK           APPROX. 8.5 KM 1915410.5 |
 CP2936| CY3415 BENA RM 2                            62.701 METERS 19325     |
 CP2936| CP2935 TALLULAH CHICAGO MILL CO STACK      APPROX. 8.1 KM 1980528.9 |
 CP2936| CP2932 TALLULAH RAD STA KTLD MAST          APPROX. 7.3 KM 2121803.4 |
 CP2936| AA2853 BENA RM 4                           111.313 METERS 26118     |
 CP2936|---------------------------------------------------------------------|
 CP2936
 CP2936                          SUPERSEDED SURVEY CONTROL
 CP2936
 CP2936  NAD 83(1992)-  32 28 59.40556(N)    091 10 27.13613(W) AD(       ) 1
 CP2936  NAD 83(1986)-  32 28 59.40822(N)    091 10 27.13290(W) AD(       ) 1
 CP2936  NAD 27      -  32 28 58.90300(N)    091 10 26.73900(W) AD(       ) 1
 CP2936  NGVD 29 (07/19/86)   25.6    (m)           84.     (f) VERT ANG       
 CP2936
 CP2936.Superseded values are not recommended for survey control.
 CP2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2936.See file dsdata.txt to determine how the superseded data were derived.
 CP2936
 CP2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7155895461(NAD 83)
 CP2936_MARKER: DS = TRIANGULATION STATION DISK
 CP2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2936_STAMPING: BENA 1929
 CP2936_MARK LOGO: CGS   
 CP2936_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2936+STABILITY: SURFACE MOTION
 CP2936
 CP2936  HISTORY     - Date     Condition        Report By
 CP2936  HISTORY     - 1929     MONUMENTED       CGS
 CP2936  HISTORY     - 1935     GOOD             CGS
 CP2936  HISTORY     - 1936     GOOD             LAGS
 CP2936  HISTORY     - 1959     GOOD             CGS
 CP2936  HISTORY     - 1970     GOOD             NGS
 CP2936  HISTORY     - 19870115 GOOD             LADTD
 CP2936
 CP2936                          STATION DESCRIPTION
 CP2936
 CP2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2936'ABOUT 0.2 MILE S AND 1.4 MILES W OF TOWN OF TALLA BENA, ON
 CP2936'LAND OWNED BY R. TAYLOR, 6.4 METERS (21 FEET) N OF CENTER
 CP2936'LINE OF DIRT ROAD, NEAR POINT WHERE ROAD ENTERS WOODS, 11.6
 CP2936'METERS (38 FEET) S OF CENTER OF 30-INCH COTTONWOOD TREE,
 CP2936'7.0 METERS (23 FEET) W OF SHALLOW DRAINAGE DITCH, AND 20.7
 CP2936'METERS (68 FEET) NW OF NW CORNER OF FENCED LOT ON S SIDE OF
 CP2936'ROAD.
 CP2936'
 CP2936'SURFACE, UNDERGROUND AND REFERNECE MARKS ARE STANDARD BRONZE
 CP2936'DISKS SET IN CONCRETE.
 CP2936'
 CP2936'REFERENCE MARK NO. 1 IS 10.4 METERS (34 FEET) S OF ROAD, 29.9
 CP2936'METERS (98 FEET) E OF FENCE CORNER, 0.4 METER (1.3 FEET)
 CP2936'N OF FENCE CORNER, AND 42.21 METERS (138.5 FEET) FROM STATION
 CP2936'IN AZIMUTH 294 DEG 16 MIN.
 CP2936'
 CP2936'REFERENCE MARK NO. 2 IS 2.1 METERS (7 FEET) W OF CENTER LINE
 CP2936'OF FAINT DIRT ROAD, 55.8 METERS (183 FEET) S OF CENTER LINE
 CP2936'OF E-W DIRT ROAD, AND 63.12 METERS (207.1 FEET) FROM STATION
 CP2936'IN AZIMUTH 13 DEG 24 MIN.
 CP2936
 CP2936                          STATION RECOVERY (1935)
 CP2936
 CP2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2936'RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD CONDITION.
 CP2936'
 CP2936'FENCE NEAR REFERENCE MARK NO. 1 HAS BEEN REMOVED.
 CP2936'
 CP2936'FAINT DIRT ROAD E OF REFERENCE MARK NO. 2 HAS BEEN WIDENED
 CP2936'AND REFERENCE MARK IS NOW 15 FEET W OF CENTER LINE OF ROAD
 CP2936'AND IN ROW OF TREES ON W EDGE OF ROAD.
 CP2936
 CP2936                          STATION RECOVERY (1936)
 CP2936
 CP2936'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP2936'THE DESCRIPTION OF STATION IS ADEQUATE.  MONUMENT IS IN
 CP2936'PERFECT CONDITION.
 CP2936
 CP2936                          STATION RECOVERY (1959)
 CP2936
 CP2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2936'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CP2936'AN AZIMUTH MARK WAS ESTABLISHED.  DUE TO ROAD CONSTRUCTION
 CP2936'AND OTHER CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CP2936'IT IS ON PROPERTY OWNED BY B.L. BAILEY.
 CP2936'
 CP2936'STATION IS LOCATED ON THE NORTH SIDE OF AN EAST-WEST GRAVEL
 CP2936'ROAD, ABOUT 5-1/4 MILES NORTH-NORTHEAST OF TALLULAH, 1-1/2
 CP2936'MILES SOUTHWEST OF TALLA BENA, 1-1/2 MILES WEST OF U.S. HIGHWAY
 CP2936'65 AND 3/4 MILE EAST OF THE EAST EDGE OF EAST WILLOW BAYOU.
 CP2936'
 CP2936'REACHED FROM THE POST OFFICE IN TALLA BENA BY GOING SOUTHERLY
 CP2936'ON U.S. HIGHWAY 65 FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN
 CP2936'RIGHT, SOUTHWEST THEN WEST, ON GRAVEL ROAD FOR 1.0 MILE TO
 CP2936'THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON GRAVEL ROAD
 CP2936'FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 CP2936'
 CP2936'STATION MARKS ARE STANDARD DISKS, STAMPED BENA 1929.  THE SURFACE.
 CP2936'MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST 4
 CP2936'INCHES BELOW THE GROUND SURFACE.  IT IS 67 FEET NORTH-NORTHWEST
 CP2936'OF A POWERLINE POLE, 28 FEET NORTH OF THE CENTER OF A GRAVEL
 CP2936'ROAD, 13 FEET EAST OF A T-FENCE CORNER OF A ROAD RIGHT-OF-WAY
 CP2936'FENCE AND PROPERTY LINE FENCE LEADING NORTH AND 1 FOOT NORTH
 CP2936'OF A ROAD RIGHT-OF-WAY FENCE.
 CP2936'
 CP2936'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENA NO 1 1929,
 CP2936'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2936'4 INCHES.  IT IS 137 FEET EAST OF A T-FENCE CORNER OF A SOUTH
 CP2936'ROAD RIGHT-OF-WAY FENCE AND PROPERTY LINE FENCE LEADING SOUTH,
 CP2936'83 FEET EAST OF A POWERLINE POLE, 30 FEET SOUTH OF THE CENTER
 CP2936'OF THE GRAVEL ROAD AND 7 FEET SOUTH OF THE SOUTH ROAD
 CP2936'RIGHT-OF-WAY FENCE.
 CP2936'
 CP2936'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENA NO 2 1929,
 CP2936'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST FLUSH
 CP2936'WITH THE GROUND SURFACE.  IT IS 150 FEET SOUTH OF THE SOUTH
 CP2936'ROAD RIGHT-OF-WAY FENCE, 174 FEET SOUTH OF THE CENTER OF THE
 CP2936'GRAVEL ROAD, 152 FEET SOUTH-SOUTHWEST OF THE T-FENCE CORNER,
 CP2936'39 FEET WEST-NORTHWEST OF A 24-INCH SYCAMORE TREE AND 36 FEET
 CP2936'WEST OF A PROPERTY LINE FENCE.
 CP2936'
 CP2936'AZIMUTH MARK IS A STANDARD DISK, STAMPED BENA 1929, SET IN
 CP2936'THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2936'8 INCHES.  IT IS 83 FEET WEST OF A T-FENCE CORNER OF A NORTH
 CP2936'ROAD RIGHT-OF-WAY FENCE AND FENCE EXTENDING NORTH, 61 FEET
 CP2936'NORTHEAST OF A POWERLINE METER POLE, 23 FEET NORTH OF THE
 CP2936'CENTER OF A GRAVEL ROAD AND 1 FOOT NORTH OF A POWERLINE
 CP2936'SERVICE POLE.  A WHITE WITNESS POST WAS SET 3 FEET EAST OF THE
 CP2936'MARK.
 CP2936'
 CP2936'HEIGHT OF LIGHTS SHOWN 34 METERS
 CP2936
 CP2936                          STATION RECOVERY (1970)
 CP2936
 CP2936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2936'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED.  THE
 CP2936'STATION MARK WAS FOUND IN GOOD CONDITION, AS DESCRIBED IN THE
 CP2936'1959 DESCRIPTION BY O.S.R.  THE AZIMUTH MARK WAS FOUND TILTED
 CP2936'AND THE CORNERS KNOCKED OFF.  THE MARK WAS DESTROYED BY
 CP2936'THIS PARTY AT THIS TIME.  REFERENCE MARKS NUMBER 1 AND 2
 CP2936'WERE FOUND LYING ON TOP OF THE GROUND.  THEREFORE AN AZIMUTH
 CP2936'MARK AND REFERENCE MARKS NUMBER 3 AND 4 WERE ESTABLISHED
 CP2936'AT THIS TIME.
 CP2936'
 CP2936'THE LOCATION OF THE STATION AND ROUTE WERE FOUND CORRECT.
 CP2936'
 CP2936'REFERENCE MARK 3, A STANDARD DISK STAMPED BENA 1929 NO 3
 CP2936'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2936'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET
 CP2936'EAST OF A POWERLINE POLE, 21 FEET SOUTH OF THE APPROXIMATE CENTER
 CP2936'OF GRAVELED ROAD AND 1 FOOT NORTH OF FENCELINE.
 CP2936'
 CP2936'REFERENCE MARK 4, A STANDARD DISK STAMPED BENA 1929 NO 4
 CP2936'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2936'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET SOUTH
 CP2936'OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 2.5 FEET EAST
 CP2936'OF A POWERLINE POLE AND 2.1 FEET NORTHEAST OF METAL WITNESS
 CP2936'POST WITH SIGN ATTACHED.
 CP2936'
 CP2936'THE AZIMUTH MARK, A STANDARD DISK STAMPED BENA 1929 1970, IS
 CP2936'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 CP2936'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 59.5 FEET
 CP2936'NORTHEAST OF A POWERLINE POLE, 25 FEET NORTH OF THE APPROXIMATE
 CP2936'CENTER OF GRAVELED ROAD, 24 FEET WEST OF A METAL WITNESS
 CP2936'POST WITH SIGN ATTACHED AND 10 FEET EAST OF THE APPROXIMATE
 CP2936'CENTER OF DRIVEWAY.
 CP2936'
 CP2936'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 CP2936'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH
 CP2936'SIDE OF ROAD.  AS DESCRIBED.
 CP2936'
 CP2936'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO FENCELINE
 CP2936'AND POWERLINE POLE ON LINE.
 CP2936'
 CP2936'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 CP2936'
 CP2936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CP2936'NORTH OF TALLULAH.
 CP2936
 CP2936                          STATION RECOVERY (1987)
 CP2936
 CP2936'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP2936'ABOUT 10.6 KM (6.60 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 CP2936'TALLULAH TO A GRAVEL ROAD LEADING WEST, THENCE WEST ALONG THE GRAVEL
 CP2936'ROAD FOR 2.3 KM (1.45 MI) TO THE MARK ON THE RIGHT NEAR A NORTH-SOUTH
 CP2936'TREE LINE, 19.8 M (65.0 FT) NORTHWEST OF A POWER POLE, 9 M (29.5 FT)
 CP2936'EAST OF THE CENTER OF A FARM SERVICE ROAD AND 7.9 M (25.9 FT) NORTH OF
 CP2936'THE CENTER OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2853 ***********************************************************************
 AA2853  DESIGNATION -  BENA RM 4
 AA2853  PID         -  AA2853
 AA2853  STATE/COUNTY-  LA/MADISON
 AA2853  USGS QUAD   -  TALLULAH (1994)
 AA2853
 AA2853                         *CURRENT SURVEY CONTROL
 AA2853  ___________________________________________________________________
 AA2853* NAD 83(1986)-  32 28 57.     (N)    091 10 28.     (W)     SCALED    
 AA2853* NAVD 88     -        25.668  (meters)      84.21   (feet)  ADJUSTED  
 AA2853  ___________________________________________________________________
 AA2853  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AA2853  DYNAMIC HT  -          25.639 (meters)      84.12  (feet)  COMP
 AA2853  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 AA2853
 AA2853  VERT ORDER  -  SECOND    CLASS I
 AA2853
 AA2853.The horizontal coordinates were scaled from a topographic map and have
 AA2853.an estimated accuracy of +/- 6 seconds.
 AA2853
 AA2853.The orthometric height was determined by differential leveling
 AA2853.and adjusted by the National Geodetic Survey in May 1997..
 AA2853
 AA2853.The geoid height was determined by GEOID03.
 AA2853
 AA2853.The dynamic height is computed by dividing the NAVD 88
 AA2853.geopotential number by the normal gravity value computed on the
 AA2853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2853.degrees latitude (g = 980.6199 gals.).
 AA2853
 AA2853.The modeled gravity was interpolated from observed gravity values.
 AA2853
 AA2853;                    North         East    Units  Estimated Accuracy
 AA2853;SPC LA N     -   220,580.    1,124,590.      MT  (+/- 180 meters Scaled)
 AA2853
 AA2853                          SUPERSEDED SURVEY CONTROL
 AA2853
 AA2853.No superseded survey control is available for this station.
 AA2853
 AA2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR715953(NAD 83)
 AA2853_MARKER: DR = REFERENCE MARK DISK
 AA2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2853_SP_SET: CONCRETE POST
 AA2853_STAMPING: BENA 1929 NO 4 1970
 AA2853_MARK LOGO: CGS   
 AA2853_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2853+STABILITY: SURFACE MOTION
 AA2853
 AA2853  HISTORY     - Date     Condition        Report By
 AA2853  HISTORY     - 1970     MONUMENTED       NGS
 AA2853  HISTORY     - 19870115 GOOD             LADTD
 AA2853
 AA2853                          STATION DESCRIPTION
 AA2853
 AA2853'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2853'ABOUT 10.6 KM (6.60 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2853'TALLULAH TO A GRAVEL ROAD LEADING WEST, THENCE WEST ALONG THE GRAVEL
 AA2853'ROAD FOR 2.3 KM (1.45 MI) TO THE MARK ON THE LEFT, 7.9 M (25.9 FT)
 AA2853'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 0.8 M (2.6 FT) EAST OF A
 AA2853'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3089 ***********************************************************************
 AU3089  DESIGNATION -  BEND
 AU3089  PID         -  AU3089
 AU3089  STATE/COUNTY-  LA/TERREBONNE
 AU3089  USGS QUAD   -  LAKE MECHANT (1994)
 AU3089
 AU3089                         *CURRENT SURVEY CONTROL
 AU3089  ___________________________________________________________________
 AU3089* NAD 83(1992)-  29 17 07.15007(N)    090 53 00.78255(W)     ADJUSTED  
 AU3089* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3089  ___________________________________________________________________
 AU3089  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU3089  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AU3089
 AU3089  HORZ ORDER  -  SECOND
 AU3089
 AU3089.The horizontal coordinates were established by classical geodetic methods
 AU3089.and adjusted by the National Geodetic Survey in January 1993..
 AU3089
 AU3089.The orthometric height was scaled from a topographic map.
 AU3089
 AU3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3089
 AU3089.The geoid height was determined by GEOID03.
 AU3089
 AU3089;                    North         East     Units Scale Factor Converg.
 AU3089;SPC LA S     -    87,136.224 1,043,705.456   MT  1.00000314   +0 13 29.6
 AU3089;SPC LA S     -   285,879.43  3,424,223.65   sFT  1.00000314   +0 13 29.6
 AU3089;UTM  15      - 3,241,455.258   705,597.924   MT  1.00012162   +1 02 08.3
 AU3089
 AU3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3089!SPC LA S     -   1.00000388  x   1.00000314  =   1.00000702
 AU3089!UTM  15      -   1.00000388  x   1.00012162  =   1.00012550
 AU3089
 AU3089|---------------------------------------------------------------------|
 AU3089| PID    Reference Object                     Distance      Geod. Az  |
 AU3089|                                                           dddmmss.s |
 AU3089| DD6350 BEND RM 1                            21.130 METERS 08556     |
 AU3089| DD6351 BEND RM 2                            13.009 METERS 20329     |
 AU3089| AU3086 POINT 1934                          APPROX. 7.9 KM 2761131.7 |
 AU3089|---------------------------------------------------------------------|
 AU3089
 AU3089                          SUPERSEDED SURVEY CONTROL
 AU3089
 AU3089  NAD 83(1986)-  29 17 07.17325(N)    090 53 00.78995(W) AD(       ) 2
 AU3089  NAD 27      -  29 17 06.37600(N)    090 53 00.46100(W) AD(       ) 2
 AU3089
 AU3089.Superseded values are not recommended for survey control.
 AU3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3089.See file dsdata.txt to determine how the superseded data were derived.
 AU3089
 AU3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0559841455(NAD 83)
 AU3089_MARKER: DS = TRIANGULATION STATION DISK
 AU3089_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3089_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3089
 AU3089  HISTORY     - Date     Condition        Report By
 AU3089  HISTORY     - 1934     MONUMENTED       CGS
 AU3089  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3089
 AU3089                          STATION DESCRIPTION
 AU3089
 AU3089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3089'STATION IS ON A SPOIL BANK ON THE E SIDE OF BAYOU DE LARGE,
 AU3089'3.5 MILES ABOVE GRAND PASS, 0.4 MILE BELOW A SLOUGH LEADING
 AU3089'TO THE EASTWARD, ACROSS THE BAYOU FROM A LARGE CLUMP OF SCRUB
 AU3089'GROWTH, 6 METERS (20 FEET) FROM THE BAYOU, AND DOWNSTREAM
 AU3089'FROM THE ONLY TREE IN THE VICINITY.
 AU3089'
 AU3089'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3089'IN THE TOP OF A TILE.
 AU3089'
 AU3089'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK, SET IN CONCRETE
 AU3089'IS 21.130 METERS (69.32 FEET)
 AU3089'FROM THE STATION N 85 DEG 56 MIN E.
 AU3089'
 AU3089'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK, SET IN CONCRETE
 AU3089'IS 13.009 METERS (42.68 FEET) FROM
 AU3089'THE STATION S 23 DEG 29 MIN W.
 AU3089'
 AU3089'THE LONE TREE IS A WITNESS MARK AND IS UPSTREAM 84 METERS
 AU3089'(275 FEET) FROM THE STATION N 76 DEG 45 MIN E.
 AU3089
 AU3089                          STATION RECOVERY (1952)
 AU3089
 AU3089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3089'STATION WAS NOT RECOVERED.  THE AREA WAS SEARCHED BUT NO EVIDENCE
 AU3089'OF THE STATION WAS FOUND.  THE SPOIL APPEARS TO BE MORE
 AU3089'RECENT THAN 1934, AND IT IS BELIEVED THAT THE STATION AND
 AU3089'REFERENCE MARKS HAVE BEEN BURIED BY SEVERAL FEET OF SPOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1211 ***********************************************************************
 CP1211  DESIGNATION -  BENNETT
 CP1211  PID         -  CP1211
 CP1211  STATE/COUNTY-  LA/EAST CARROLL
 CP1211  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1211
 CP1211                         *CURRENT SURVEY CONTROL
 CP1211  ___________________________________________________________________
 CP1211* NAD 83(1992)-  32 51 08.15692(N)    091 14 22.37175(W)     ADJUSTED  
 CP1211* NAVD 88     -        30.10   (+/-2cm)      98.8    (feet)  VERTCON   
 CP1211  ___________________________________________________________________
 CP1211  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CP1211  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1211
 CP1211  HORZ ORDER  -  FIRST
 CP1211  VERT ORDER  -  ? (See Below)
 CP1211
 CP1211.The horizontal coordinates were established by classical geodetic methods
 CP1211.and adjusted by the National Geodetic Survey in May 1994..
 CP1211
 CP1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1211.The vertical order pertains to the NGVD 29 superseded value.
 CP1211
 CP1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1211
 CP1211.The geoid height was determined by GEOID03.
 CP1211
 CP1211;                    North         East     Units Scale Factor Converg.
 CP1211;SPC LA N     -   261,506.558 1,117,992.191   MT  1.00004759   +0 39 59.0
 CP1211;SPC LA N     -   857,959.43  3,667,946.05   sFT  1.00004759   +0 39 59.0
 CP1211;SPC MS W     -   372,019.923   615,173.271   MT  1.00003869   -0 29 29.9
 CP1211;SPC MS W     - 1,220,535.36  2,018,280.97   sFT  1.00003869   -0 29 29.9
 CP1211;SPC AR S     -   420,850.787   471,193.466   MT  1.00012936   +0 25 32.2
 CP1211;SPC AR S     - 1,380,741.29  1,545,907.23   sFT  1.00012936   +0 25 32.2
 CP1211;UTM  15      - 3,636,282.497   664,738.393   MT  0.99993464   +0 57 18.8
 CP1211
 CP1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1211!SPC LA N     -   0.99999940  x   1.00004759  =   1.00004699
 CP1211!SPC MS W     -   0.99999940  x   1.00003869  =   1.00003809
 CP1211!SPC AR S     -   0.99999940  x   1.00012936  =   1.00012876
 CP1211!UTM  15      -   0.99999940  x   0.99993464  =   0.99993404
 CP1211
 CP1211|---------------------------------------------------------------------|
 CP1211| PID    Reference Object                     Distance      Geod. Az  |
 CP1211|                                                           dddmmss.s |
 CP1211| CP1210 BENNETT RM 1                         44.200 METERS 04044     |
 CP1211|---------------------------------------------------------------------|
 CP1211
 CP1211                          SUPERSEDED SURVEY CONTROL
 CP1211
 CP1211  NAD 83(1992)-  32 51 08.16254(N)    091 14 22.36889(W) AD(       ) 1
 CP1211  NAD 83(1986)-  32 51 08.16976(N)    091 14 22.36488(W) AD(       ) 1
 CP1211  NAD 27      -  32 51 07.70800(N)    091 14 21.96400(W) AD(       ) 1
 CP1211  NGVD 29 (??/??/92)   30.156  (m)           98.94   (f) ADJ UNCH    ?  
 CP1211
 CP1211.Superseded values are not recommended for survey control.
 CP1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1211.See file dsdata.txt to determine how the superseded data were derived.
 CP1211
 CP1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6473836282(NAD 83)
 CP1211_MARKER: DB = BENCH MARK DISK
 CP1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1211_SP_SET: BLOCK
 CP1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1211
 CP1211  HISTORY     - Date     Condition        Report By
 CP1211  HISTORY     - 1929     MONUMENTED       CGS
 CP1211  HISTORY     - 1934     GOOD             DOD
 CP1211  HISTORY     - 1935     GOOD             CGS
 CP1211  HISTORY     - 1936     SEE DESCRIPTION  LAGS
 CP1211  HISTORY     - 1939     GOOD             CGS
 CP1211  HISTORY     - 1970     MARK NOT FOUND   NGS
 CP1211
 CP1211                          STATION DESCRIPTION
 CP1211
 CP1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP1211'STATION IS ABOUT 5-1/2 MILES NW OF TOWN OF LAKE PROVIDENCE ON
 CP1211'ROAD TO OAK GROVE, ABOUT 1 MILE W OF U.S. HIGHWAY 65 ON LARGE
 CP1211'PLANTATION OF WHICH M.O. BENNETT OF LAKE VILLAGE, ARKANSAS,
 CP1211'IS SUPERINTENDENT AND S.L. HOUSE OVERSEER, 75 FEET S OF CENTER
 CP1211'LINE OF ROAD LEADING TO OAKGROVE, ACROSS ROAD FROM RESIDENCE OF
 CP1211'MR. HOUSE, 86.5 FEET N BY E OF NE CORNER OF SHEET METAL
 CP1211'WAREHOUSE, 84.5 FEET W OF FENCE LINE RUNNING N-S AND 143 FEET E
 CP1211'OF 60-INCH COTTONWOOD TREE.
 CP1211'
 CP1211'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 CP1211'SET IN CONCRETE.
 CP1211'
 CP1211'REFERENCE MARK NO. 1 IS 51 FEET N OF CENTER LINE OF ROAD, 53
 CP1211'FEET S OF SW CORNER OF PLANTATION STORE, 35 FEET W OF FENCE
 CP1211'CORNER ON N SIDE OF ROAD AND 145 FEET FROM STATION IN AZIMUTH
 CP1211'220 DEG 44 MIN.
 CP1211'
 CP1211'REFERENCE MARK NO. 2 IS 52 FEET S OF CENTER LINE OF ROAD, 34
 CP1211'FEET NW OF NW CORNER OF FRAME HOUSE, IN NE FENCE CORNER, AND
 CP1211'1,135.5 FEET FROM STATION IN AZIMUTH 276 DEG 29 MIN 23 SEC.
 CP1211
 CP1211                          STATION RECOVERY (1934)
 CP1211
 CP1211'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1934
 CP1211'5.5 MI NW FROM LAKE PROVIDENCE.
 CP1211'P.B.M. IS A BRONZE TABLET SET IN CONCRETE BLOCK LOCATED IN EAST
 CP1211'CARROLL PARISH, LA., ABOUT 5 1/2 MILES NORTHWEST OF LAKE PROVIDENCE,
 CP1211'LA., ON ROAD TO OAK GROVE, LA., ON M.O. BENNETTS PLANTATION.  1 MILE
 CP1211'WEST OF U.S. HIGHWAY NO. 65.  ABOUT 75 FEET SOUTH OF STATE HIGHWAY NO.
 CP1211'11.  ACROSS THE HIGHWAY FROM MR. HOUSES RESIDENCE.  66 FEET NORTHEAST
 CP1211'OF NORTHEAST CORNER OF SHEET METAL WAREHOUSE.  85 FEET WEST OF A NORTH
 CP1211'AND SOUTH FENCE LINE.  143 FEET EAST OF A 60-INCH COTTONWOOD TREE.
 CP1211
 CP1211                          STATION RECOVERY (1935)
 CP1211
 CP1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP1211'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED AND
 CP1211'FOUND IN GOOD CONDITION.
 CP1211
 CP1211                          STATION RECOVERY (1936)
 CP1211
 CP1211'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP1211'THE ORIGINAL DESCRIPTION IS CORRECT BUT THESE SUGGESTIONS ARE
 CP1211'OFFERED AS S.L. HOUSE IS ONLY A TENANT AND LIKELY TO MOVE ANY
 CP1211'TIME.
 CP1211'
 CP1211'THIS STATION IS LOCATED ON A PLANTATION, KNOWN AS BUCKMEDOW,
 CP1211'ACROSS THE ROAD, THAT HAS RECENTLY BEEN HARD SURFACED, FROM
 CP1211'THE HOUSE OCCUPIED BY THE MANAGER OF THE PLANTATION.  THE
 CP1211'PLANTATION IS STILL OWNED AND OPERATED BY THE SAME PERSONS
 CP1211'MENTIONED IN THE DESCRIPTION.
 CP1211
 CP1211                          STATION RECOVERY (1939)
 CP1211
 CP1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP1211'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT
 CP1211'IS 08.1 MILES E OF OAKGROVE ON STATE HIGHWAY 11.
 CP1211
 CP1211                          STATION RECOVERY (1970)
 CP1211
 CP1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP1211'THE STATION AND THE REFERENCE MARKS ARE BELEIVED TO BE DESTROYED
 CP1211'AS NO EVIDENCE OF ANY OF THE MARKS COULD BE FOUND.  BENNETT 2 WAS
 CP1211'ESTABLISHED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1373 ***********************************************************************
 AT1373  DESIGNATION -  BENNETT
 AT1373  PID         -  AT1373
 AT1373  STATE/COUNTY-  LA/ORLEANS
 AT1373  USGS QUAD   -  CHALMETTE (1994)
 AT1373
 AT1373                         *CURRENT SURVEY CONTROL
 AT1373  ___________________________________________________________________
 AT1373* NAD 83(1992)-  29 55 19.23738(N)    089 58 35.76272(W)     ADJUSTED  
 AT1373* NAVD 88     -         5.6  **(meters)      18.   **(feet)  VERTCON   
 AT1373  **This station is located in a subsidence area (see below).
 AT1373  ___________________________________________________________________
 AT1373  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AT1373  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AT1373
 AT1373  HORZ ORDER  -  FIRST
 AT1373
 AT1373.The horizontal coordinates were established by classical geodetic methods
 AT1373.and adjusted by the National Geodetic Survey in January 1993..
 AT1373
 AT1373 ** The orthometric height has not been validated since last determined
 AT1373 ** by differential leveling and should not be used for control purposes.
 AT1373 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1373 ** area with valid NAVD 88 orthometric heights.
 AT1373 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1373 ** epoch indicated which incorporates improved geoid heights for the
 AT1373 ** Southern Louisiana Subsidence area.
 AT1373 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1373
 AT1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1373
 AT1373.The geoid height was determined by GEOID03.
 AT1373
 AT1373;                    North         East     Units Scale Factor Converg.
 AT1373;SPC LA S     -   158,397.269 1,130,995.651   MT  0.99992669   +0 40 42.2
 AT1373;SPC LA S     -   519,675.04  3,710,608.23   sFT  0.99992669   +0 40 42.2
 AT1373;UTM  16      - 3,313,869.240   212,624.125   MT  1.00061906   -1 29 08.9
 AT1373;UTM  15      - 3,313,987.410   791,896.139   MT  1.00065137   +1 30 33.1
 AT1373
 AT1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1373!SPC LA S     -   1.00000319  x   0.99992669  =   0.99992988
 AT1373!UTM  16      -   1.00000319  x   1.00061906  =   1.00062226
 AT1373!UTM  15      -   1.00000319  x   1.00065137  =   1.00065457
 AT1373
 AT1373:                Primary Azimuth Mark                     Grid Az
 AT1373:SPC LA S     -  BENNETT AZ MK                            111 18 38.3
 AT1373:UTM  16      -  BENNETT AZ MK                            113 28 29.4
 AT1373:UTM  15      -  BENNETT AZ MK                            110 28 47.4
 AT1373
 AT1373|---------------------------------------------------------------------|
 AT1373| PID    Reference Object                     Distance      Geod. Az  |
 AT1373|                                                           dddmmss.s |
 AT1373| DD6352 BENNETT AZ MK                                      1115920.5 |
 AT1373| DD6353 BENNETT RM 1                         23.125 METERS 11348     |
 AT1373| AU2748 BELLE CHASSE BRIDGE SHAFT           APPROX. 6.4 KM 2092947.0 |
 AT1373| DD6354 BENNETT RM 2                         21.165 METERS 29318     |
 AT1373|---------------------------------------------------------------------|
 AT1373
 AT1373                          SUPERSEDED SURVEY CONTROL
 AT1373
 AT1373  NAD 83(1986)-  29 55 19.25108(N)    089 58 35.76212(W) AD(       ) 1
 AT1373  NAD 27      -  29 55 18.51404(N)    089 58 35.51364(W) AD(       ) 1
 AT1373  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 AT1373
 AT1373.Superseded values are not recommended for survey control.
 AT1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1373.See file dsdata.txt to determine how the superseded data were derived.
 AT1373
 AT1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1262413869(NAD 83)
 AT1373_MARKER: DS = TRIANGULATION STATION DISK
 AT1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1373+STABILITY: SURFACE MOTION
 AT1373
 AT1373  HISTORY     - Date     Condition        Report By
 AT1373  HISTORY     - 1966     MONUMENTED       CGS
 AT1373  HISTORY     - 1972     GOOD             NGS
 AT1373
 AT1373                          STATION DESCRIPTION
 AT1373
 AT1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1373'STATION IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF ALGIERS,
 AT1373'4-1/2 MILES NORTH
 AT1373'OF BELLE CHASSE, 3-1/2 MILES SOUTHEAST OF U.S. NAVY
 AT1373'STATION IN ALGIERS, 1-1/4 MILES
 AT1373'SOUTH-SOUTHWEST OF CHALMETTE, 1 MILE
 AT1373'EAST OF AURARA GARDENS AND ON TOP OF MISSISSIPPI RIVER LEVEE.
 AT1373'
 AT1373'TO REACH FROM THE MAIN ENTRANCE TO U.S. NAVAL STATION ON GENERAL
 AT1373'MEYER AVENUE IN
 AT1373'ALGIERS, GO SOUTHEAST ON GENERAL MEYERS AVENUE 3.0
 AT1373'MILES TO THE INTERSECTION OF
 AT1373'SIMPSON PLACE, TURN LEFT GO NORTH 0.1
 AT1373'MILE TO PATTERSON ROAD, TURN RIGHT GO SOUTHEAST
 AT1373'ON PATTERSON ROAD
 AT1373'0.55 MILE TO BENNETT STREET ON RIGHT AND STATION ON TOP OF LEVEE
 AT1373'ON LEFT.
 AT1373'
 AT1373'STATION MARK, A STANDARD DISK STAMPED BENNETT 1966, IS SET IN
 AT1373'THE TOP OF A
 AT1373'CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE GROUND ON
 AT1373'LEVEE.  THE MARK IS 93 FEET
 AT1373'NORTH-NORTHEAST OF INTERSECTION OF PATTERSON
 AT1373'ROAD AND BENNETT STREET AND 14 FEET
 AT1373'SOUTH-SOUTHWEST OF SOUTH
 AT1373'CONCRETE SLAB IN RIVER SIDE OF LEVEE.
 AT1373'
 AT1373'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BENNETT NO
 AT1373'1 1966, IS SET IN
 AT1373'THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 AT1373'WITH GROUND ON TOP OF LEVEE.  THE
 AT1373'MARK IS 92 FEET NORTH-NORTHEAST
 AT1373'OF CENTER OF PATTERSON ROAD AND 15 FEET
 AT1373'SOUTH-SOUTHWEST OF THE CONCRETE SLAB.
 AT1373'
 AT1373'REFERENCE MARK 2, A STANDARD DISK STAMPED BENNETT NO 2 1966, IS
 AT1373'SET IN THE TOP OF
 AT1373'A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE
 AT1373'GROUND ON TOP OF LEVEE.  THE MARK IS
 AT1373'93.5 FEET NORTH-NORTHEAST OF
 AT1373'PATTERSON ROAD AND 13.5 FEET SOUTH-SOUTHWEST OF THE
 AT1373'CONCRETE SLAB.
 AT1373'
 AT1373'AZIMUTH MARK, A STANDARD DISK STAMPED BENNETT 1966, IS SET IN
 AT1373'THE TOP OF A
 AT1373'CONCRETE CYLINDER FLUSH WITH THE GROUND ON TOP OF LEVEE.
 AT1373'THE MARK IS 123 FEET NORTHWEST
 AT1373'OF INTERSECTION OF PATTERSON ROAD AND
 AT1373'ALBERT STREET, 121 FEET NORTH OF FIRE HYDRANT,
 AT1373'103 FEET NORTH OF
 AT1373'PATTERSON ROAD AND 13 FEET SOUTH OF CONCRETE SLAB ON RIVER SIDE
 AT1373'OF LEVEE.
 AT1373'
 AT1373'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHEASTERLY 0.25
 AT1373'MILE TO AZIMUTH MARK ON LEVEE AS DESCRIBED.
 AT1373'
 AT1373'HEIGHT OF LIGHT ABOVE STATION MARK 22.02 METERS.
 AT1373
 AT1373                          STATION RECOVERY (1972)
 AT1373
 AT1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1373'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 AT1373'
 AT1373'NO MEASUREMENTS WERE MADE BETWEEN THE RMS DUE TO THE ANGLE.
 AT1373'
 AT1373'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 AT1373'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1966
 AT1373'DESCRIPTION.
 AT1373'
 AT1373'THE HORIZONTAL DIRECTIONS AND THE DISTANCE TO THE MARKS WERE FOUND
 AT1373'COMPLETELY ADEQUATELY.
 AT1373'
 AT1373'TO REACH THE STATION IS COMPLETELY ADEQUATE FROM THE 1966
 AT1373'DESCRIPTION.
 AT1373'
 AT1373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTH-
 AT1373'SOUTHWEST OF CHALMETTE.
 AT1373'
 AT1373'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2838 ***********************************************************************
 CP2838  DESIGNATION -  BENNETT 2
 CP2838  PID         -  CP2838
 CP2838  STATE/COUNTY-  LA/EAST CARROLL
 CP2838  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2838
 CP2838                         *CURRENT SURVEY CONTROL
 CP2838  ___________________________________________________________________
 CP2838* NAD 83(1992)-  32 51 08.19062(N)    091 14 25.85363(W)     ADJUSTED  
 CP2838* NAVD 88     -        30.0    (meters)      98.     (feet)  VERTCON   
 CP2838  ___________________________________________________________________
 CP2838  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CP2838  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP2838
 CP2838  HORZ ORDER  -  SECOND
 CP2838
 CP2838.The horizontal coordinates were established by classical geodetic methods
 CP2838.and adjusted by the National Geodetic Survey in May 1994..
 CP2838
 CP2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2838
 CP2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2838
 CP2838.The geoid height was determined by GEOID03.
 CP2838
 CP2838;                    North         East     Units Scale Factor Converg.
 CP2838;SPC LA N     -   261,506.543 1,117,901.644   MT  1.00004759   +0 39 57.2
 CP2838;SPC LA N     -   857,959.38  3,667,648.98   sFT  1.00004759   +0 39 57.2
 CP2838;UTM  15      - 3,636,282.026   664,647.857   MT  0.99993427   +0 57 16.9
 CP2838
 CP2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2838!SPC LA N     -   0.99999941  x   1.00004759  =   1.00004700
 CP2838!UTM  15      -   0.99999941  x   0.99993427  =   0.99993368
 CP2838
 CP2838|---------------------------------------------------------------------|
 CP2838| PID    Reference Object                     Distance      Geod. Az  |
 CP2838|                                                           dddmmss.s |
 CP2838| CY3429 BENNETT 2 RM 3                       29.175 METERS 06121     |
 CP2838| CP3386 BENNETT 2 AZ MK                                    0954942.6 |
 CP2838| CP2835 LAKE PROVIDENCE MUN TANK            APPROX. 7.4 KM 1361956.3 |
 CP2838| CP2829 LAKE PROVIDENCE FED COMP E TK       APPROX. 6.4 KM 1393238.6 |
 CP2838| CP2836 LAKE PROVIDENCE FED COMP W TK       APPROX. 6.3 KM 1395903.1 |
 CP2838| CP2889 OAK GROVE RAD STA KWCL MAST         APPROX.11.0 KM 2741429.7 |
 CP2838| CP3385 BENNETT 2 RM 4                       35.119 METERS 32547     |
 CP2838|---------------------------------------------------------------------|
 CP2838
 CP2838                          SUPERSEDED SURVEY CONTROL
 CP2838
 CP2838  NAD 83(1992)-  32 51 08.19414(N)    091 14 25.85071(W) AD(       ) 2
 CP2838  NAD 83(1986)-  32 51 08.20325(N)    091 14 25.84673(W) AD(       ) 2
 CP2838  NAD 27      -  32 51 07.74138(N)    091 14 25.44595(W) AD(       ) 2
 CP2838  NGVD 29 (07/19/86)   30.1    (m)           99.     (f) VERT ANG       
 CP2838
 CP2838.Superseded values are not recommended for survey control.
 CP2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2838.See file dsdata.txt to determine how the superseded data were derived.
 CP2838
 CP2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6464836282(NAD 83)
 CP2838_MARKER: DS = TRIANGULATION STATION DISK
 CP2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2838
 CP2838  HISTORY     - Date     Condition        Report By
 CP2838  HISTORY     - 1970     MONUMENTED       NGS
 CP2838
 CP2838                          STATION DESCRIPTION
 CP2838
 CP2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2838'THE STATION IS LOCATED 8-1/2 MILES EAST OF OAK GROVE, 4 MILES
 CP2838'WEST AND 3-1/2 MILES NORTH OF THE TOWN OF LAKE PROVIDENCE AND 1
 CP2838'MILE WEST OF U.S. HIGHWAY 65 WHERE IT INTERSECTS WITH STATE
 CP2838'HIGHWAY 2, ON PROPERTY OWNED BY THE DUCKMEADOW PLANTATION, MANAGER
 CP2838'IS MR. W.R. BERRY, ROUTE 3 BOX 125, LAKE PROVIDENCE, LOUISIANA.
 CP2838'
 CP2838'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 CP2838'17 AT THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN OAK GROVE,
 CP2838'GO EAST ON HIGHWAY 2 FOR 8.7 MILES TO A WHITE HOUSE ON THE LEFT
 CP2838'AND A LARGE RED IMPLEMENT SHED AND THE STATION ON THE RIGHT.
 CP2838'
 CP2838'THE STATION MARKS ARE STANDARD DISKS STAMPED BENNETT 2 1970.  THE
 CP2838'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2838'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 115.5 FEET
 CP2838'SOUTHEAST OF THE CENTER OF THE SOUTH END OF A CONCRETE CULVERT,
 CP2838'109 FEET SOUTH OF THE CENTER OF HIGHWAY 2, 80.5 FEET
 CP2838'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE IMPLEMENT SHED AND
 CP2838'54 FEET SOUTHWEST OF A 6-INCH TREE.  THE UNDERGROUND DISK IS
 CP2838'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 CP2838'SURFACE.
 CP2838'
 CP2838'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BENNETT 2 NO 3 1970,
 CP2838'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2838'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 93.5 FEET NORTH
 CP2838'OF THE NORTHWEST CORNER OF THE IMPLEMENT SHED, 54 FEET SOUTH OF
 CP2838'THE CENTER OF HIGHWAY 2 AND 18 FEET WEST OF THE CENTER OF A
 CP2838'DRIVEWAY.
 CP2838'
 CP2838'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BENNETT 2 NO 4 1970,
 CP2838'CEMENTED IN A DRILL HOLE IN THE EAST END OF THE CONCRETE CULVERT,
 CP2838'ABOUT 1 FOOT LOWER THAN THE HIGHWAY AND 25 FEET SOUTH OF THE
 CP2838'CENTER OF HIGHWAY 2.
 CP2838'
 CP2838'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BENNETT 2 1970,
 CP2838'CEMENTED IN A DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT,
 CP2838'ABOUT 2 FEET LOWER THAN THE HIGHWAY.  IT IS 63 FEET WEST OF THE
 CP2838'WEST RAIL OF RAILROAD TRACK, 39 FEET SOUTHEAST OF A POWER POLE,
 CP2838'27 FEET NORTH OF THE CENTER OF HIGHWAY 2 AND 3 FEET SOUTHEAST OF
 CP2838'A METAL WITNESS POST.
 CP2838'
 CP2838'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 2
 CP2838'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP2838'
 CP2838'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3386 ***********************************************************************
 CP3386  DESIGNATION -  BENNETT 2 AZ MK
 CP3386  PID         -  CP3386
 CP3386  STATE/COUNTY-  LA/EAST CARROLL
 CP3386  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3386
 CP3386                         *CURRENT SURVEY CONTROL
 CP3386  ___________________________________________________________________
 CP3386* NAD 83(1986)-  32 50 59.     (N)    091 13 36.     (W)     SCALED    
 CP3386* NAVD 88     -        31.350  (meters)     102.85   (feet)  ADJUSTED  
 CP3386  ___________________________________________________________________
 CP3386  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP3386  DYNAMIC HT  -          31.316 (meters)     102.74  (feet)  COMP
 CP3386  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 CP3386
 CP3386  VERT ORDER  -  SECOND    CLASS I
 CP3386
 CP3386.The horizontal coordinates were scaled from a topographic map and have
 CP3386.an estimated accuracy of +/- 6 seconds.
 CP3386
 CP3386.The orthometric height was determined by differential leveling
 CP3386.and adjusted by the National Geodetic Survey in May 1997..
 CP3386
 CP3386.The geoid height was determined by GEOID03.
 CP3386
 CP3386.The dynamic height is computed by dividing the NAVD 88
 CP3386.geopotential number by the normal gravity value computed on the
 CP3386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3386.degrees latitude (g = 980.6199 gals.).
 CP3386
 CP3386.The modeled gravity was interpolated from observed gravity values.
 CP3386
 CP3386;                    North         East    Units  Estimated Accuracy
 CP3386;SPC LA N     -   261,240.    1,119,200.      MT  (+/- 180 meters Scaled)
 CP3386
 CP3386                          SUPERSEDED SURVEY CONTROL
 CP3386
 CP3386.No superseded survey control is available for this station.
 CP3386
 CP3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS659360(NAD 83)
 CP3386_MARKER: DZ = AZIMUTH MARK DISK
 CP3386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3386_SP_SET: HEADWALL
 CP3386_STAMPING: BENNETT 2 1970
 CP3386_MARK LOGO: NGS   
 CP3386_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3386+STABILITY: SURFACE MOTION
 CP3386
 CP3386  HISTORY     - Date     Condition        Report By
 CP3386  HISTORY     - 1970     MONUMENTED       NGS
 CP3386  HISTORY     - 1986     GOOD             LADTD
 CP3386  HISTORY     - 19870616 GOOD             NGS
 CP3386
 CP3386                          STATION DESCRIPTION
 CP3386
 CP3386'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3386'8.1 KM (5.1 MI) NORTH FROM LAKE PROVIDENCE.
 CP3386'ABOUT 7.6 KM (4.8 MI) NORTH ON U S HIGHWAY 65 FROM THE JUNCTION OF
 CP3386'HIGHWAY 65 AND STATE HIGHWAY 596 IN LAKE PROVIDENCE TO THE JUNCTION OF
 CP3386'HIGHWAY 65 AND STATE HIGHWAY 2, THENCE WEST (LEFT) ON HIGHWAY 2 FOR
 CP3386'0.5 KM (0.3 MI) TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY SET IN A
 CP3386'DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT HEADWALL, 21.7 METERS
 CP3386'(63 FEET) WEST OF THE WEST RAIL OF THE RAILROAD, 11.9 METERS (39 FEET)
 CP3386'SOUTHEAST OF A POWER POLE AND 8.2 METERS (27 FEET) NORTH OF THE CENTER
 CP3386'OF THE HIGHWAY.
 CP3386'THE MARK IS 0.91 METERS  SE FROM A WITNESS POST.
 CP3386'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 CP3386
 CP3386                          STATION RECOVERY (1987)
 CP3386
 CP3386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (LGB)
 CP3386'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3385 ***********************************************************************
 CP3385  DESIGNATION -  BENNETT 2 RM 4
 CP3385  PID         -  CP3385
 CP3385  STATE/COUNTY-  LA/EAST CARROLL
 CP3385  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3385
 CP3385                         *CURRENT SURVEY CONTROL
 CP3385  ___________________________________________________________________
 CP3385* NAD 83(1986)-  32 51 07.     (N)    091 14 25.     (W)     SCALED    
 CP3385* NAVD 88     -        29.928  (meters)      98.19   (feet)  ADJUSTED  
 CP3385  ___________________________________________________________________
 CP3385  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP3385  DYNAMIC HT  -          29.895 (meters)      98.08  (feet)  COMP
 CP3385  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 CP3385
 CP3385  VERT ORDER  -  SECOND    CLASS I
 CP3385
 CP3385.The horizontal coordinates were scaled from a topographic map and have
 CP3385.an estimated accuracy of +/- 6 seconds.
 CP3385
 CP3385.The orthometric height was determined by differential leveling
 CP3385.and adjusted by the National Geodetic Survey in July 1998..
 CP3385
 CP3385.The geoid height was determined by GEOID03.
 CP3385
 CP3385.The dynamic height is computed by dividing the NAVD 88
 CP3385.geopotential number by the normal gravity value computed on the
 CP3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3385.degrees latitude (g = 980.6199 gals.).
 CP3385
 CP3385.The modeled gravity was interpolated from observed gravity values.
 CP3385
 CP3385;                    North         East    Units  Estimated Accuracy
 CP3385;SPC LA N     -   261,470.    1,117,920.      MT  (+/- 180 meters Scaled)
 CP3385
 CP3385                          SUPERSEDED SURVEY CONTROL
 CP3385
 CP3385.No superseded survey control is available for this station.
 CP3385
 CP3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS646362(NAD 83)
 CP3385_MARKER: DR = REFERENCE MARK DISK
 CP3385_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3385_SP_SET: HEADWALL
 CP3385_STAMPING: BENNETT 2 NO 4 1970
 CP3385_MARK LOGO: NGS   
 CP3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3385+STABILITY: SURFACE MOTION
 CP3385
 CP3385  HISTORY     - Date     Condition        Report By
 CP3385  HISTORY     - 1970     MONUMENTED       NGS
 CP3385  HISTORY     - 1986     GOOD             LADTD
 CP3385
 CP3385                          STATION DESCRIPTION
 CP3385
 CP3385'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3385'14 KM (8.7 MI) EAST FROM OAK GROVE.
 CP3385'ABOUT 14 KM (8.7 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3385'OAK GROVE TO THE MARK ON THE SOUTH SIDE OF THE HIGHWAY SET IN A
 CP3385'HEADWALL AND 7.6 KM (4.8 MI) NORTH ON U S HIGHWAY 65 FROM THE JUNCTION
 CP3385'OF HIGHWAY 65 AND STATE HIGHWAY 596 IN LAKE PROVIDENCE TO THE JUNCTION
 CP3385'OF HIGHWAY 65 AND STATE HIGHWAY 2, THENCE WEST (LEFT) ON HIGHWAY 2 FOR
 CP3385'1.8 KM (1.1 MI) TO THE MARK ON THE SOUTH SIDE OF THE HIGHWAY SET IN A
 CP3385'HEADWALL. 7.6 METERS (25 FEET) SOUTH OF THE CENTER OF THE HIGHWAY.
 CP3385'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1829 ***********************************************************************
 BJ1829  DESIGNATION -  BENNETT BOLT
 BJ1829  PID         -  BJ1829
 BJ1829  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1829  USGS QUAD   -  PORT HUDSON (1994)
 BJ1829
 BJ1829                         *CURRENT SURVEY CONTROL
 BJ1829  ___________________________________________________________________
 BJ1829* NAD 83(1986)-  30 41 20.     (N)    091 21 37.     (W)     SCALED    
 BJ1829* NAVD 88     -        10.44   (+/-2cm)      34.3    (feet)  VERTCON   
 BJ1829  ___________________________________________________________________
 BJ1829  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1829
 BJ1829  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1829
 BJ1829.The horizontal coordinates were scaled from a topographic map and have
 BJ1829.an estimated accuracy of +/- 6 seconds.
 BJ1829
 BJ1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1829.The vertical order pertains to the NGVD 29 superseded value.
 BJ1829
 BJ1829.The geoid height was determined by GEOID03.
 BJ1829
 BJ1829;                    North         East    Units  Estimated Accuracy
 BJ1829;SPC LA S     -   242,630.      997,420.      MT  (+/- 180 meters Scaled)
 BJ1829
 BJ1829                          SUPERSEDED SURVEY CONTROL
 BJ1829
 BJ1829  NGVD 29 (??/??/??)   10.434  (m)           34.23   (f) ADJUSTED    1 2
 BJ1829
 BJ1829.Superseded values are not recommended for survey control.
 BJ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1829.See file dsdata.txt to determine how the superseded data were derived.
 BJ1829
 BJ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP570962(NAD 83)
 BJ1829_MARKER: B = BOLT
 BJ1829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1829_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1829_STAMPING: PBM BENNETT
 BJ1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1829
 BJ1829  HISTORY     - Date     Condition        Report By
 BJ1829  HISTORY     - UNK      MONUMENTED       DOD
 BJ1829  HISTORY     - 1964     GOOD             CGS
 BJ1829
 BJ1829                          STATION DESCRIPTION
 BJ1829
 BJ1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1829'10.5 MI E FROM NEW ROADS.
 BJ1829'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1829'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ1829'STATE HIGHWAY 10, THENCE 5.55 MILES SOUTHEAST ALONG STATE ROAD 981,
 BJ1829'ABOUT 0.15 MILE WEST OF THE JUNCTION OF STATE ROAD 415, ABOUT 0.1 MILE
 BJ1829'WEST OF A CURVE AND A LARGE PECAN ORCHARD, 129 FEET NORTHWEST OF A
 BJ1829'FENCE, 71 FEET NORTH OF A POWER POLE, 42 FEET NORTHWEST OF A 28-INCH
 BJ1829'PECAN TREE, 42 FEET NORTHEAST OF A POWER LINE, A COPPER BOLT SET IN
 BJ1829'CONCRETE ABOUT 2 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BJ1829'IS HAD THROUGH A 5-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 2 FEET
 BJ1829'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1830 ***********************************************************************
 BJ1830  DESIGNATION -  BENNETT CAP
 BJ1830  PID         -  BJ1830
 BJ1830  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1830  USGS QUAD   -  PORT HUDSON (1994)
 BJ1830
 BJ1830                         *CURRENT SURVEY CONTROL
 BJ1830  ___________________________________________________________________
 BJ1830* NAD 83(1986)-  30 41 20.     (N)    091 21 37.     (W)     SCALED    
 BJ1830* NAVD 88     -        11.68   (+/-2cm)      38.3    (feet)  VERTCON   
 BJ1830  ___________________________________________________________________
 BJ1830  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1830
 BJ1830  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1830
 BJ1830.The horizontal coordinates were scaled from a topographic map and have
 BJ1830.an estimated accuracy of +/- 6 seconds.
 BJ1830
 BJ1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1830.The vertical order pertains to the NGVD 29 superseded value.
 BJ1830
 BJ1830.The geoid height was determined by GEOID03.
 BJ1830
 BJ1830;                    North         East    Units  Estimated Accuracy
 BJ1830;SPC LA S     -   242,630.      997,420.      MT  (+/- 180 meters Scaled)
 BJ1830
 BJ1830                          SUPERSEDED SURVEY CONTROL
 BJ1830
 BJ1830  NGVD 29 (??/??/??)   11.670  (m)           38.29   (f) ADJUSTED    1 2
 BJ1830
 BJ1830.Superseded values are not recommended for survey control.
 BJ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1830.See file dsdata.txt to determine how the superseded data were derived.
 BJ1830
 BJ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP570962(NAD 83)
 BJ1830_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1830_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1830_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1830_STAMPING: PBM BENNETT
 BJ1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1830
 BJ1830  HISTORY     - Date     Condition        Report By
 BJ1830  HISTORY     - UNK      MONUMENTED       DOD
 BJ1830  HISTORY     - 1964     GOOD             CGS
 BJ1830  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1830
 BJ1830                          STATION DESCRIPTION
 BJ1830
 BJ1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1830'10.5 MI E FROM NEW ROADS.
 BJ1830'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1830'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ1830'STATE HIGHWAY 10, THENCE 5.55 MILES SOUTHEAST ALONG STATE ROAD 981,
 BJ1830'ABOUT 0.15 MILE WEST OF THE JUNCTION OF STATE ROAD 415, ABOUT 0.1 MILE
 BJ1830'WEST OF A CURVE AND A LARGE PECAN ORCHARD, 129 FEET NORTHWEST OF A
 BJ1830'FENCE, 71 FEET NORTH OF A POWER POLE, 42 FEET NORTHWEST OF A 28-INCH
 BJ1830'PECAN TREE, 42 FEET NORTHEAST OF A POWER LINE, A 5-INCH IRON PIPE
 BJ1830'BEARING A CAP WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ1830
 BJ1830                          STATION RECOVERY (1976)
 BJ1830
 BJ1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1830'A 45 MINUTE SEARCH WAS MADE, BUT MARK NOT RECOVERED. MARK BELIEVED
 BJ1830'DESTROYED BY CONSTRUCTION OF NEW HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1210 ***********************************************************************
 CP1210  DESIGNATION -  BENNETT RM 1
 CP1210  PID         -  CP1210
 CP1210  STATE/COUNTY-  LA/EAST CARROLL
 CP1210  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1210
 CP1210                         *CURRENT SURVEY CONTROL
 CP1210  ___________________________________________________________________
 CP1210* NAD 83(1986)-  32 51 07.     (N)    091 14 21.     (W)     SCALED    
 CP1210* NAVD 88     -        30.00   (+/-2cm)      98.4    (feet)  VERTCON   
 CP1210  ___________________________________________________________________
 CP1210  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1210
 CP1210  VERT ORDER  -  ? (See Below)
 CP1210
 CP1210.The horizontal coordinates were scaled from a topographic map and have
 CP1210.an estimated accuracy of +/- 6 seconds.
 CP1210
 CP1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1210.The vertical order pertains to the NGVD 29 superseded value.
 CP1210
 CP1210.The geoid height was determined by GEOID03.
 CP1210
 CP1210;                    North         East    Units  Estimated Accuracy
 CP1210;SPC LA N     -   261,470.    1,118,030.      MT  (+/- 180 meters Scaled)
 CP1210
 CP1210                          SUPERSEDED SURVEY CONTROL
 CP1210
 CP1210  NGVD 29 (??/??/92)   30.055  (m)           98.61   (f) ADJ UNCH    ?  
 CP1210
 CP1210.Superseded values are not recommended for survey control.
 CP1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1210.See file dsdata.txt to determine how the superseded data were derived.
 CP1210
 CP1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS647362(NAD 83)
 CP1210_MARKER: DR = REFERENCE MARK DISK
 CP1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1210_SP_SET: BLOCK
 CP1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1210
 CP1210  HISTORY     - Date     Condition        Report By
 CP1210  HISTORY     - 1929     MONUMENTED       CGS
 CP1210  HISTORY     - 1934     GOOD             DOD
 CP1210
 CP1210                          STATION DESCRIPTION
 CP1210
 CP1210'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1210'5.5 MI NW FROM LAKE PROVIDENCE.
 CP1210'P.B.M. IS A BRONZE TABLET SET IN CONCRETE BLOCK LOCATED IN EAST
 CP1210'CARROLL PARISH, LA., ABOUT 5 1/2 MILES NORTHWEST OF LAKE PROVIDENCE,
 CP1210'LOUISIANA, ON THE ROAD TO OAK GROVE, LOUISIANA ON M.O. BENNETTS
 CP1210'PLANTATION.  1 MILE WEST OF U.S. HIGHWAY NO. 65.  ABOUT 51 FEET NORTH
 CP1210'OF STATE HIGHWAY NO. 11.  53 FEET SOUTH OF SOUTHWEST CORNER OF
 CP1210'PLANTATION STORE.  35 FEET WEST OF THE FENCE CORNER ON THE NORTH SIDE
 CP1210'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0575 ***********************************************************************
 BK0575  DESIGNATION -  BENOIT
 BK0575  PID         -  BK0575
 BK0575  STATE/COUNTY-  LA/ST LANDRY
 BK0575  USGS QUAD   -  CARENCRO (1983)
 BK0575
 BK0575                         *CURRENT SURVEY CONTROL
 BK0575  ___________________________________________________________________
 BK0575* NAD 83(1992)-  30 18 53.53614(N)    092 06 57.14259(W)     ADJUSTED  
 BK0575* NAVD 88     -        12.95   (+/-2cm)      42.5  **(feet)  VERTCON   
 BK0575  **This station is located in a subsidence area (see below).
 BK0575  ___________________________________________________________________
 BK0575  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK0575  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK0575
 BK0575  HORZ ORDER  -  SECOND
 BK0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0575
 BK0575.The horizontal coordinates were established by classical geodetic methods
 BK0575.and adjusted by the National Geodetic Survey in January 1993..
 BK0575
 BK0575 ** The orthometric height has not been validated since last determined
 BK0575 ** by differential leveling and should not be used for control purposes.
 BK0575 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0575 ** area with valid NAVD 88 orthometric heights.
 BK0575 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0575 ** epoch indicated which incorporates improved geoid heights for the
 BK0575 ** Southern Louisiana Subsidence area.
 BK0575 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0575.The vertical order pertains to the NGVD 29 superseded value.
 BK0575
 BK0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0575
 BK0575.The geoid height was determined by GEOID03.
 BK0575
 BK0575;                    North         East     Units Scale Factor Converg.
 BK0575;SPC LA S     -   201,426.048   924,740.210   MT  0.99994070   -0 23 28.6
 BK0575;SPC LA S     -   660,845.29  3,033,918.51   sFT  0.99994070   -0 23 28.6
 BK0575;UTM  15      - 3,354,007.516   585,003.195   MT  0.99968914   +0 26 46.6
 BK0575
 BK0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0575!SPC LA S     -   1.00000228  x   0.99994070  =   0.99994298
 BK0575!UTM  15      -   1.00000228  x   0.99968914  =   0.99969142
 BK0575
 BK0575:                Primary Azimuth Mark                     Grid Az
 BK0575:SPC LA S     -  BENOIT AZ MK                             167 48 58.0
 BK0575:UTM  15      -  BENOIT AZ MK                             166 58 42.8
 BK0575
 BK0575|---------------------------------------------------------------------|
 BK0575| PID    Reference Object                     Distance      Geod. Az  |
 BK0575|                                                           dddmmss.s |
 BK0575| CV9654 BENOIT AZ MK                                       1672529.4 |
 BK0575| BK0577 BENOIT RM 1                          20.922 METERS 24040     |
 BK0575| BK0576 BENOIT RM 2                          16.249 METERS 27312     |
 BK0575|---------------------------------------------------------------------|
 BK0575
 BK0575                          SUPERSEDED SURVEY CONTROL
 BK0575
 BK0575  NAD 83(1986)-  30 18 53.55573(N)    092 06 57.13704(W) AD(       ) 2
 BK0575  NAD 27      -  30 18 52.83416(N)    092 06 56.69232(W) AD(       ) 2
 BK0575  NGVD 29 (??/??/??)   12.930  (m)           42.42   (f) ADJUSTED    2 0
 BK0575
 BK0575.Superseded values are not recommended for survey control.
 BK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0575.See file dsdata.txt to determine how the superseded data were derived.
 BK0575
 BK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8500354008(NAD 83)
 BK0575_MARKER: DS = TRIANGULATION STATION DISK
 BK0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0575_STAMPING: BENOIT - 1969
 BK0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0575+STABILITY: SURFACE MOTION
 BK0575
 BK0575  HISTORY     - Date     Condition        Report By
 BK0575  HISTORY     - 1969     MONUMENTED       LADH
 BK0575  HISTORY     - 1973     GOOD             NGS
 BK0575  HISTORY     - 1973     GOOD             LADTD
 BK0575
 BK0575                          STATION DESCRIPTION
 BK0575
 BK0575'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK0575'THE STATION IS LOCATED 4.8 MILES NORTH OF SCOTT, JUNCTION
 BK0575'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 93 AND 3.6 MILES
 BK0575'SOUTH-SOUTHEAST OF JUNCTION OF STATE HIGHWAY 93 AND STATE HIGHWAY
 BK0575'98 ON THE PROPERTY OWNED BY MR. BENOIT.  IT IS 56.20 FEET EAST OF A
 BK0575'FENCE CORNER, 57.10 FEET EAST OF A METAL WITNESS POST AND SIGN, 95.40
 BK0575'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 93, 1.65 FEET SOUTH OF
 BK0575'AN EAST-WEST FENCE, 33.70 FEET EAST-SOUTHEAST OF A POWER POLE,
 BK0575'AND 53.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.  IT IS
 BK0575'A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BK0575'DISK, STAMPED BENOIT 1969 PROJECTING 1 INCH.
 BK0575'
 BK0575'REFERENCE MARK NO. 1 IS 68.66 FEET SOUTHWEST OF THE STATION.  IT IS
 BK0575'1.80 FEET WEST OF A NORTH-SOUTH FENCE, 37.0 FEET SOUTH OF A METAL
 BK0575'WITNESS POST AND SIGN, 38.65 FEET SOUTH OF A FENCE CORNER, 45.80
 BK0575'FEET SOUTHWEST OF A POWER POLE, AND 37.0 FEET EAST OF THE CENTERLINE
 BK0575'OF STATE HIGHWAY 93.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK0575'AND COAST AND GEODETIC SURVEY DISK, STAMPED R. M. NO. 1 BENOIT
 BK0575'1969 AND IS FLUSH WITH THE GROUND.
 BK0575'
 BK0575'REFERENCE MARK NO. 2 IS 53.31 FEET WEST OF THE STATION.  IT IS 42.10
 BK0575'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 93, 3.50 FEET EAST OF A
 BK0575'METAL WITNESS POST AND SIGN, 2.70 FEET EAST OF A FENCE CORNER,
 BK0575'19.20 FEET WEST OF A POWER POLE, 1.40 FEET SOUTH OF A FENCE, AND
 BK0575'1.60 FEET EAST OF A NORTH-SOUTH FENCE.  IT IS A LOUISIANA
 BK0575'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED R.
 BK0575'M. NO. 2 BENOIT 1969 AND IS FLUSH WITH THE GROUND.
 BK0575'
 BK0575'THE AZIMUTH MARK IS 0.47 MILE SOUTHEAST OF THE STATION.  IT IS 1.85
 BK0575'FEET WEST OF A METAL WITNESS POST AND SIGN, 2.20 FEET NORTH OF A
 BK0575'FENCE, 28.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 98, 78.50
 BK0575'FEET WEST OF A POWER POLE, 94.0 FEET SOUTHEAST OF THE EAST END OF
 BK0575'A SIDE DRAIN ON THE NORTH SIDE OF THE HIGHWAY, AND 0.11 MILE EAST
 BK0575'OF THE JUNCTION OF STATE HIGHWAY 93 AND STATE HIGHWAY 98.  IT IS A
 BK0575'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK,
 BK0575'STAMPED AZ. MK. BENOIT 1969, PROJECTING 4 INCHES.
 BK0575'
 BK0575'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BK0575'HIGHWAY 93 FOR 0.47 MILE TO JUNCTION WITH STATE HIGHWAY 98, THEN
 BK0575'DRIVE EAST ALONG STATION HIGHWAY 98 FOR 0.11 MILE TO THE MARK SET
 BK0575'ON THE RIGHT NEAR A FENCE.
 BK0575'
 BK0575'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND STATE
 BK0575'HIGHWAY 93 IN SCOTT, FOLLOW STATE HIGHWAY 93 NORTH FOR 4.8 MILES TO
 BK0575'STATION SET ON THE RIGHT IN A PASTURE NEAR A HOUSE.
 BK0575
 BK0575                          STATION RECOVERY (1973)
 BK0575
 BK0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BK0575'STATION WAS RECOVERED AS DESCRIBED, EXCEPT WAS UNABLE TO LOCATE
 BK0575'AZIMUTH MARK AND THE LAND ON WHICH THE STATION MARK IS ON IS NOW
 BK0575'OWNED BY MR. MAGGIO.
 BK0575
 BK0575                          STATION RECOVERY (1973)
 BK0575
 BK0575'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0575'2.3 MI S FROM CANKTON.
 BK0575'FROM THE ELEMENTARY SCHOOL IN CANKTON, THENCE ABOUT 2.3 MILES SOUTH
 BK0575'ALONG LOUISIANA HIGHWAY 93, 90 FEET EAST OF THE CENTERLINE OF
 BK0575'LOUISIANA HIGHWAY 93, 78 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BK0575'BRICK RESIDENCE OWNED BY JOSEPH MAGGIO, 7 FEET EAST OF A 10 IN. POWER
 BK0575'POLE, 69 FEET NORTHEAST OF REFERENCE NO. 1, 53 FEET EAST OF REFERENCE
 BK0575'NO. 2, 56 FEET EAST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A
 BK0575'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1357 ***********************************************************************
 CQ1357  DESIGNATION -  BENSON
 CQ1357  PID         -  CQ1357
 CQ1357  STATE/COUNTY-  LA/WEBSTER
 CQ1357  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1357
 CQ1357                         *CURRENT SURVEY CONTROL
 CQ1357  ___________________________________________________________________
 CQ1357* NAD 83(1992)-  32 50 27.53777(N)    093 26 02.83823(W)     ADJUSTED  
 CQ1357* NAVD 88     -        73.825  (meters)     242.21   (feet)  ADJUSTED  
 CQ1357  ___________________________________________________________________
 CQ1357  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CQ1357  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1357  DYNAMIC HT  -          73.743 (meters)     241.94  (feet)  COMP
 CQ1357  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CQ1357
 CQ1357  HORZ ORDER  -  FIRST
 CQ1357  VERT ORDER  -  SECOND    CLASS 0
 CQ1357
 CQ1357.The horizontal coordinates were established by classical geodetic methods
 CQ1357.and adjusted by the National Geodetic Survey in September 1999..
 CQ1357
 CQ1357.The orthometric height was determined by differential leveling
 CQ1357.and adjusted by the National Geodetic Survey in June 1991..
 CQ1357
 CQ1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1357
 CQ1357.The geoid height was determined by GEOID03.
 CQ1357
 CQ1357.The dynamic height is computed by dividing the NAVD 88
 CQ1357.geopotential number by the normal gravity value computed on the
 CQ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1357.degrees latitude (g = 980.6199 gals.).
 CQ1357
 CQ1357.The modeled gravity was interpolated from observed gravity values.
 CQ1357
 CQ1357;                    North         East     Units Scale Factor Converg.
 CQ1357;SPC LA N     -   259,945.922   912,544.262   MT  1.00004439   -0 29 37.9
 CQ1357;SPC LA N     -   852,839.25  2,993,905.63   sFT  1.00004439   -0 29 37.9
 CQ1357;UTM  15      - 3,633,741.965   459,373.404   MT  0.99962035   -0 14 07.6
 CQ1357
 CQ1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1357!SPC LA N     -   0.99999251  x   1.00004439  =   1.00003690
 CQ1357!UTM  15      -   0.99999251  x   0.99962035  =   0.99961286
 CQ1357
 CQ1357|---------------------------------------------------------------------|
 CQ1357| PID    Reference Object                     Distance      Geod. Az  |
 CQ1357|                                                           dddmmss.s |
 CQ1357| CW9763 BENSON RM 1                          34.418 METERS 07034     |
 CQ1357| CQ1358 BENSON RM 3                          42.251 METERS 07740     |
 CQ1357| CQ3066 COTTON VALLEY MUNICIPAL TANK        APPROX. 2.5 KM 1451630.8 |
 CQ1357| CW9762 BENSON AZ MK 2                                     1502319.9 |
 CQ1357| CW9761 BENSON AZ MK                                       1504133.0 |
 CQ1357| CQ3065 COTTON VALLEY DULLIEN PLT STK       APPROX. 4.8 KM 1535805.7 |
 CQ1357| CW9764 BENSON RM 2                          14.064 METERS 34208     |
 CQ1357| CQ3071 SAREPTA UNITED GAS PLINE CO TK      APPROX. 3.9 KM 3501424.8 |
 CQ1357|---------------------------------------------------------------------|
 CQ1357
 CQ1357                          SUPERSEDED SURVEY CONTROL
 CQ1357
 CQ1357  NAD 83(1992)-  32 50 27.54227(N)    093 26 02.83304(W) AD(       ) 1
 CQ1357  NAD 83(1986)-  32 50 27.54927(N)    093 26 02.82852(W) AD(       ) 1
 CQ1357  NAD 27      -  32 50 27.04200(N)    093 26 02.20800(W) AD(       ) 1
 CQ1357  NGVD 29 (??/??/??)   73.886  (m)          242.41   (f) ADJUSTED    2 0
 CQ1357
 CQ1357.Superseded values are not recommended for survey control.
 CQ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1357.See file dsdata.txt to determine how the superseded data were derived.
 CQ1357
 CQ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5937333742(NAD 83)
 CQ1357_MARKER: DS = TRIANGULATION STATION DISK
 CQ1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1357_STAMPING: BENSON 1950
 CQ1357_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1357+STABILITY: SURFACE MOTION
 CQ1357
 CQ1357  HISTORY     - Date     Condition        Report By
 CQ1357  HISTORY     - 1950     MONUMENTED       CGS
 CQ1357  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1357  HISTORY     - 1958     GOOD             CGS
 CQ1357  HISTORY     - 1969     GOOD             LADH
 CQ1357  HISTORY     - 1969     GOOD             LADH
 CQ1357  HISTORY     - 1980     GOOD             LADTD
 CQ1357
 CQ1357                          STATION DESCRIPTION
 CQ1357
 CQ1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ1357'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH AND 1.0 MILE
 CQ1357'WEST OF COTTON VALLEY, ON THE WEST SIDE OF STATE ROUTE NO 90
 CQ1357'AND ON LAND OWNED AND OCCUPIED BY MR. J.B. BENSON.  IT IS 47
 CQ1357'FEET SOUTH OF THE SOUTHWEST CORNER OF THE BENSON GARAGE, 19 FEET
 CQ1357'EAST OF FENCE LINE AND 82 FEET WEST OF THE CENTER OF STATE
 CQ1357'ROUTE NO 90.  IT IS STAMPED BENSON 1950 AND SET FLUSH WITH THE
 CQ1357'GROUND SURFACE.
 CQ1357'
 CQ1357'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 30 FEET
 CQ1357'EAST OF THE CENTER OF STATE ROUTE NO 90, 2 FEET NORTH OF FENCE
 CQ1357'CORNER AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED BENSON NO 1
 CQ1357'1950 AND PROJECTS 3 INCHES.
 CQ1357'
 CQ1357'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF THE STATION, 1 FOOT
 CQ1357'SOUTH OF THE SOUTH END OF BENSONS GARAGE.  IT IS STAMPED BENSON
 CQ1357'NO 2 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 CQ1357'
 CQ1357'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 120.79 FEET.
 CQ1357'
 CQ1357'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE
 CQ1357'STATION, 33 FEET EAST OF THE CENTER OF STATE ROUTE NO 90, 25
 CQ1357'FEET NORTH OF THE CENTER OF DRIVEWAY INTO YARD, 2 FEET NORTH
 CQ1357'OF WITNESS POST AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED
 CQ1357'BENSON 1950 AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION,
 CQ1357'GO SOUTH ON STATE ROUTE NO 90 FOR 0.5 MILE TO THE MARK ON THE
 CQ1357'EAST SIDE AS DESCRIBED.
 CQ1357'
 CQ1357'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 90 AND 182
 CQ1357'IN THE NORTHWEST EDGE OF COTTON VALLEY, GO NORTH ON STATE ROUTE
 CQ1357'NO 90 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE EAST SIDE AS
 CQ1357'DESCRIBED, CONTINUE NORTH ON STATE ROUTE NO 90 FOR 0.5 MILE TO
 CQ1357'BENSONS GARAGE AND FISH MARKET ON THE WEST SIDE AND STATION
 CQ1357'AS DESCRIBED.
 CQ1357'
 CQ1357'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ1357
 CQ1357                          STATION RECOVERY (1956)
 CQ1357
 CQ1357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CQ1357'STATION PROBABLY COVERED WITH DIRT, GROUND HAS BEEN PLOWED.
 CQ1357
 CQ1357                          STATION RECOVERY (1958)
 CQ1357
 CQ1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 CQ1357'THE STATION WAS VISITED 10-21-58 AND THE STATION, AZIMUTH MARK
 CQ1357'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 CQ1357'MARK NO. 2 WAS FOUND APPARENTLY IN GOOD CONDITION EXCEPT THAT
 CQ1357'THE ANGLE BETWEEN THE MARK AND THE AZIMUTH MARK FAILED TO CHECK
 CQ1357'BY 3 MINUTES BUT THE MEASUREMENT FROM THE STATION FOR THIS MARK
 CQ1357'CHECKED.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE MOVED
 CQ1357'AT THE REQUEST OF THE STATE HIGHWAY DEPARTMENT.  REFERENCE MARK
 CQ1357'NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 CQ1357'FOLLOWS--
 CQ1357'
 CQ1357'THE STATION IS LOCATED ABOUT 1.5 MILE NORTH-NORTHWEST OF COTTON
 CQ1357'VALLEY ON THE WEST SIDE OF STATE HIGHWAY 7, ON LAND OWNED BY
 CQ1357'MR. J.B. BENSON, IN A VACANT LOT SOUTH OF A CONCRETE BLOCK
 CQ1357'BUILDING WHICH ONCE WAS A STORE.  IT IS 75 YARDS NORTH OF A
 CQ1357'HOUSE BUILT LIKE A QUONSET HUT, 81 FEET WEST OF THE CENTERLINE
 CQ1357'OF STATE HIGHWAY NO. 7, 47 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 CQ1357'CORNER OF THE CONCRETE BLOCK BUILDING, 48 FEET SOUTH-SOUTHWEST
 CQ1357'OF THE SOUTHEAST CORNER OF THE SAME BUILDING, 18 FEET
 CQ1357'SOUTHEAST OF A BRACE POLE FOR THE POWER LINE, 111 FEET
 CQ1357'NORTHEAST OF THE NORTHEAST CORNER OF AN OLD BARN, AND 1.5
 CQ1357'FEET EAST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT
 CQ1357'IS A STANDARD DISK, STAMPED BENSON 1950, FLUSH WITH THE
 CQ1357'GROUND.
 CQ1357'
 CQ1357'REFERENCE MARK NO. 2 IS 46.14 FEET NORTH-NORTHEAST OF THE
 CQ1357'STATION, 1 FOOT SOUTH OF THE SOUTH WALL OF THE CONCRETE BLOCK
 CQ1357'BUILDING, 71 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 CQ1357'10 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING.  IT IS
 CQ1357'A STANDARD DISK, STAMPED BENSON NO 2 1950, FLUSH WITH THE GROUND.
 CQ1357'
 CQ1357'REFERENCE MARK NO. 3 IS 138.62 FEET EAST OF THE STATION, 55 FEET
 CQ1357'EAST OF THE CENTER OF THE HIGHWAY, 15 FEET NORTH OF A POWER POLE,
 CQ1357'11 FEET SOUTH OF THE CENTER OF A FIELD ROAD LEADING EAST, AND
 CQ1357'1.5 FEET SOUTHEAST OF A METAL WITNESS POST BEARING A WHITE
 CQ1357'SIGN.  IT IS A STANDARD DISK, STAMPED BENSON NO 3 1950,
 CQ1357'PROJECTING 6 INCHES.
 CQ1357'
 CQ1357'THE DISTANCE BETWEEN REFERENCE MARKS NO. 2 AND 3 IS 150.2 FEET.
 CQ1357'
 CQ1357'THE AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION IN
 CQ1357'THE NORTHWEST CORNER OF THE FRONT YARD OF MR. H.L. HOWELL, 44
 CQ1357'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 71 FEET NORTHWEST
 CQ1357'OF THE NORTHWEST CORNER OF THE CHIMNEY OF THE HOWELL HOUSE,
 CQ1357'68.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOWELL HOUSE,
 CQ1357'1 FOOT SOUTHWEST OF A FENCE CORNER AND 1 FOOT NORTHEAST OF A
 CQ1357'METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 CQ1357'DISK, STAMPED BENSON 1950 RESET 1958, PROJECTING 6 INCHES.
 CQ1357'
 CQ1357'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 7
 CQ1357'AND 160, AT THE NORTHWEST SECTION OF COTTON VALLEY, GO NORTH
 CQ1357'FOR 1.15 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH
 CQ1357'FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CQ1357
 CQ1357                          STATION RECOVERY (1969)
 CQ1357
 CQ1357'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (RD)
 CQ1357'THE STATION WAS VISITED 2/6/69 AND THE STATION MARK, REFERENCE
 CQ1357'MARK NO. 3 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CQ1357'A NEW DESCRIPTION FOLLOWS--
 CQ1357'
 CQ1357'THE STATION IS LOCATED 1.6 MILES NORTH OF COTTON VALLEY IN
 CQ1357'SECTION 6, T21N, R10W, AND ON PROPETY OWNED BY MIKE CHANDLER.
 CQ1357'IT IS 79 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 7, 119
 CQ1357'FEET SOUTHEAST FROM SOUTHEAST CORNER OF BRICK RESIDENCE OWNED BY
 CQ1357'MIKE CHANDLER, 21 FEET WEST FROM CORNER OF CHAIN LINK FENCE, 11
 CQ1357'FEET SOUTH OF CHAIN LINK FENCE.
 CQ1357'
 CQ1357'IT IS A STANDARD TRIANGULATION DISK, STAMPED BENSON 1950 FLUSH
 CQ1357'WITH SURFACE OF THE GROUND.  A STEEL WITNESS POST IS SET 1.5
 CQ1357'FEET NORTHEAST OF THE MARK.
 CQ1357'
 CQ1357'REFERENCE MARK NO. 3 IS 138 FEET EAST OF THE STATION.  IT IS 245
 CQ1357'FEET SOUTHEAST FROM SOUTHEAST CORNER OF BRICK RESIDENCE OF MIKE
 CQ1357'CHANDLER, 119 FEET EAST FROM SOUTHEAST CORNER OF CHAIN LINK
 CQ1357'FENCE AROUND RESIDENCE OF MIKE CHANDLER, 57 FEET EAST OF
 CQ1357'CENTERLINE OF LOUISIANA HIGHWAY 7, 13 FEET SOUTH OF CENTERLINE OF
 CQ1357'CENTERLINE OF PRIVATE ROAD TO C.F. ROLF NUMBER 1 OIL WELL.
 CQ1357'IT IS A STANDARD DISK, STAMPED BENSON NO. 3 1950, PROJECTING
 CQ1357'1 INCH ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.4 FEET
 CQ1357'NORTHWEST OF THE MARK.
 CQ1357'
 CQ1357'THE AZIMUTH MARK IS 0.5 SOUTH OF THE STATION.  IT IS 14
 CQ1357'FEET NORTH OF DRIVE TO RESIDENCE OF HUGHIE HOWELL, 69 FEET
 CQ1357'NORTHWEST OF NORTHWEST CORNER OF FRAME RESIDENCE OF HUGHIE
 CQ1357'HOWELL, 44 FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY 7,
 CQ1357'50 FEET NORTHWEST OF 4 INCH MAGNOLIA TREE, 1 FOOT WEST OF
 CQ1357'MESH FENCE AND 1.0 FOOT NORTHEAST OF A STEEL WITNESS POST.  IT
 CQ1357'IS A STANDARD AZIMUTH MARK DISK, STAMPED BENSON 1950 RESET 1958,
 CQ1357'2 INCHES BELOW TOP OF GROUND.
 CQ1357'
 CQ1357'TO REACH THE STATION FROM THE JUNCTION OF LOUISIANA HIGHWAY 7 AND
 CQ1357'LOUISIANA HIGHWAY 160 IN COTTON VALLEY, GO NORTH ON LOUISIANA
 CQ1357'HIGHWAY 7, 1.6 MILES.
 CQ1357'
 CQ1357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES NORTH
 CQ1357
 CQ1357                          STATION RECOVERY (1969)
 CQ1357
 CQ1357'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1357'1.6 MI N FROM COTTON VALLEY.
 CQ1357'ABOUT 1.6 MILES NORTH ALONG LOUISIANA HIGHWAY 7 FROM JUNCTION OF
 CQ1357'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT IS
 CQ1357'79 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 7, 119 FEET SOUTHEAST
 CQ1357'FROM SOUTHEAST CORNER OF BRICK RESIDENCE OWNED BY MIKE CHANDLER, 21
 CQ1357'FEET WEST FROM CORNER OF CHAIN LINK FENCE, 11 FEET SOUTH OF CHAIN LINK
 CQ1357'FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. A
 CQ1357'STEEL WITNESS POST IS SET 1.5 FEET NORTHEAST OF THE MARK. SECTION 6, T
 CQ1357'21N, R 10W.
 CQ1357
 CQ1357                          STATION RECOVERY (1980)
 CQ1357
 CQ1357'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 CQ1357'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND THE AZIMUTH
 CQ1357'MARK WERE FOUND TO BE IN GOOD CONDITION.  NO TRAVERSE CHECKS WERE
 CQ1357'MADE AT THIS TIME.  THE 1969 DESCRIPTION IS ADEQUATE TO RECOVER
 CQ1357'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3008 ***********************************************************************
 BX3008  DESIGNATION -  BENSON
 BX3008  PID         -  BX3008
 BX3008  STATE/COUNTY-  LA/DE SOTO
 BX3008  USGS QUAD   -  CONVERSE (1994)
 BX3008
 BX3008                         *CURRENT SURVEY CONTROL
 BX3008  ___________________________________________________________________
 BX3008* NAD 83(1992)-  31 52 02.38200(N)    093 41 01.60826(W)     ADJUSTED  
 BX3008* NAVD 88     -        95.4    (meters)     313.     (feet)  VERTCON   
 BX3008  ___________________________________________________________________
 BX3008  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BX3008  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX3008
 BX3008  HORZ ORDER  -  FIRST
 BX3008
 BX3008.The horizontal coordinates were established by classical geodetic methods
 BX3008.and adjusted by the National Geodetic Survey in February 1996..
 BX3008
 BX3008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3008
 BX3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3008
 BX3008.The geoid height was determined by GEOID03.
 BX3008
 BX3008;                    North         East     Units Scale Factor Converg.
 BX3008;SPC LA N     -   152,214.053   887,991.867   MT  0.99991513   -0 37 33.1
 BX3008;SPC LA N     -   499,388.94  2,913,353.32   sFT  0.99991513   -0 37 33.1
 BX3008;UTM  15      - 3,525,933.966   435,319.805   MT  0.99965159   -0 21 39.7
 BX3008
 BX3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3008!SPC LA N     -   0.99998909  x   0.99991513  =   0.99990422
 BX3008!UTM  15      -   0.99998909  x   0.99965159  =   0.99964069
 BX3008
 BX3008|---------------------------------------------------------------------|
 BX3008| PID    Reference Object                     Distance      Geod. Az  |
 BX3008|                                                           dddmmss.s |
 BX3008| CV8081 BENSON RM 1                          25.340 METERS 01605     |
 BX3008| CV8082 BENSON RM 2                          26.390 METERS 16305     |
 BX3008| CV8080 BENSON AZ MK                                       1831515.9 |
 BX3008| BX3012 CONVERSE MUN TANK                   APPROX. 9.9 KM 1892838.3 |
 BX3008|---------------------------------------------------------------------|
 BX3008
 BX3008                          SUPERSEDED SURVEY CONTROL
 BX3008
 BX3008  NAD 83(1992)-  31 52 02.38274(N)    093 41 01.60900(W) AD(       ) 1
 BX3008  NAD 83(1986)-  31 52 02.39127(N)    093 41 01.60370(W) AD(       ) 1
 BX3008  NAD 27      -  31 52 01.78961(N)    093 41 00.94372(W) AD(       ) 1
 BX3008  NGVD 29 (07/19/86)   95.5    (m)          313.     (f) VERT ANG       
 BX3008
 BX3008.Superseded values are not recommended for survey control.
 BX3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3008.See file dsdata.txt to determine how the superseded data were derived.
 BX3008
 BX3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3532025934(NAD 83)
 BX3008_MARKER: DS = TRIANGULATION STATION DISK
 BX3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3008
 BX3008  HISTORY     - Date     Condition        Report By
 BX3008  HISTORY     - 1971     MONUMENTED       NGS
 BX3008  HISTORY     - 19970208 GOOD             USPSQD
 BX3008
 BX3008                          STATION DESCRIPTION
 BX3008
 BX3008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3008'NO MEASURMENT BETWEEN RMS DUE TO GROWTH IN FENCELINE.
 BX3008'
 BX3008'THE STATION IS ABOUT 11 MILES SOUTH-SOUTHEAST OF MANSFIELD, 6 MILES
 BX3008'NORTH-NORTHEAST OF CONVERSE AND 1/2 MILE EAST-NORTHEAST OF BENSON IN
 BX3008'THE NORTHEAST 1/4 OF SECTION 10, T 10 N, R 13 W, AND ON THE
 BX3008'PROPERTY OF MR. DONALD MUENCH, BENSON, LA, 71005.
 BX3008'
 BX3008'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX3008'STATE HIGHWAY 512 IN BENSON, GO EAST ON STATE HIGHWAY 512 FOR 0.5
 BX3008'MILES TO THE EAST ONE OF TWO METAL GATES ON THE RIGHT, TURN RIGHT
 BX3008'AND GO THROUGH METAL GATE AND GO SOUTHEAST ACROSS PASTURE FOR 0.1
 BX3008'MILE TO TOP OF SMALL KNOLL AND THE STATION.
 BX3008'
 BX3008'THE STATION MARKS ARE STANDARD DISKS STAMPED BENSON 1971.  THE
 BX3008'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX3008'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET
 BX3008'SOUTHWEST OF A 10-INCH SWEET-GUM TREE, 37 FEET WEST OF THE CENTER
 BX3008'OF DIRT ROAD, 25.4 FEET WEST-NORTHWEST OF A 6 BY 6-INCH POST WITH
 BX3008'TRIANGLE BLAZE, AND 24.2 FEET WEST-NORTHWEST OF A METAL WITNESS
 BX3008'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 BX3008'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX3008'
 BX3008'REFERENCE MARK 1, A STANDARD DISK STAMPED BENSON NO 1 1971, IS
 BX3008'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX3008'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET SOUTH OF
 BX3008'A 12-INCH PINE TREE, 17 FEET NORTH OF A SMALL OAK TREE AND FENCE
 BX3008'LINE, AND 15 FEET WEST OF THE CENTER OF DIRT ROAD.
 BX3008'
 BX3008'REFERENCE MARK 2, A STANDARD DISK STAMPED BENSON NO 2 1971, IS SET
 BX3008'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX3008'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET
 BX3008'NORTH-NORTHWEST OF A 12-INCH SWEET-GUM TREE, 32 FEET NORTH OF A
 BX3008'5-INCH PINE TREE, AND 10 FEET WEST OF THE CENTER OF DIRT ROAD AND
 BX3008'IN FENCE LINE.
 BX3008'
 BX3008'AZIMUTH MARK, A STANDARD DISK STAMPED BENSON 1971, IS SET IN THE
 BX3008'TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 BX3008'SURFACE.  IT IS 116 FEET EAST OF A UTILITY POLE, 30 FEET NORTH OF
 BX3008'A 20-INCH OAK TREE, AND 1.9 FEET WEST OF A METAL WITNESS POST AND
 BX3008'IN OLD FENCE LINE.
 BX3008'
 BX3008'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FIELD ROAD
 BX3008'FOR 0.2 MILE TO A FENCE LINE, TURN LEFT AND GO EAST ALONG FENCE
 BX3008'FOR 0.05 MILE TO THE AZIMUTH MARK IN THE FENCE LINE.
 BX3008'
 BX3008'NEAREST TOWN--BENSON.
 BX3008'
 BX3008'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 BX3008
 BX3008                          STATION RECOVERY (1997)
 BX3008
 BX3008'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1360 ***********************************************************************
 CQ1360  DESIGNATION -  BENSON AZ MK RESET
 CQ1360  PID         -  CQ1360
 CQ1360  STATE/COUNTY-  LA/WEBSTER
 CQ1360  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1360
 CQ1360                         *CURRENT SURVEY CONTROL
 CQ1360  ___________________________________________________________________
 CQ1360* NAD 83(1986)-  32 50 06.     (N)    093 25 47.     (W)     SCALED    
 CQ1360* NAVD 88     -        71.197  (meters)     233.59   (feet)  ADJUSTED  
 CQ1360  ___________________________________________________________________
 CQ1360  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ1360  DYNAMIC HT  -          71.118 (meters)     233.33  (feet)  COMP
 CQ1360  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CQ1360
 CQ1360  VERT ORDER  -  SECOND    CLASS 0
 CQ1360
 CQ1360.The horizontal coordinates were scaled from a topographic map and have
 CQ1360.an estimated accuracy of +/- 6 seconds.
 CQ1360
 CQ1360.The orthometric height was determined by differential leveling
 CQ1360.and adjusted by the National Geodetic Survey in June 1991..
 CQ1360
 CQ1360.The geoid height was determined by GEOID03.
 CQ1360
 CQ1360.The dynamic height is computed by dividing the NAVD 88
 CQ1360.geopotential number by the normal gravity value computed on the
 CQ1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1360.degrees latitude (g = 980.6199 gals.).
 CQ1360
 CQ1360.The modeled gravity was interpolated from observed gravity values.
 CQ1360
 CQ1360;                    North         East    Units  Estimated Accuracy
 CQ1360;SPC LA N     -   259,280.      912,950.      MT  (+/- 180 meters Scaled)
 CQ1360
 CQ1360                          SUPERSEDED SURVEY CONTROL
 CQ1360
 CQ1360  NGVD 29 (??/??/??)   71.259  (m)          233.79   (f) ADJUSTED    2 0
 CQ1360
 CQ1360.Superseded values are not recommended for survey control.
 CQ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1360.See file dsdata.txt to determine how the superseded data were derived.
 CQ1360
 CQ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS597330(NAD 83)
 CQ1360_MARKER: DZ = AZIMUTH MARK DISK
 CQ1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1360_STAMPING: BENSON 1950 RESET 1958
 CQ1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1360+STABILITY: SURFACE MOTION
 CQ1360
 CQ1360  HISTORY     - Date     Condition        Report By
 CQ1360  HISTORY     - 1958     MONUMENTED       CGS
 CQ1360  HISTORY     - 1969     GOOD             LADH
 CQ1360
 CQ1360                          STATION DESCRIPTION
 CQ1360
 CQ1360'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1360'1.1 MI N FROM COTTON VALLEY.
 CQ1360'ABOUT 1.1 MILES NORTH ALONG LOUISIANA HIGHWAY 7 FROM JUNCTION OF
 CQ1360'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT IS
 CQ1360'44 FEET EAST OF LOUISIANA HIGHWAY 7, 69 FEET NORTHWEST OF NORTHWEST
 CQ1360'CORN OF FRAME RESIDENCE OF HUGHIE HOWELL, 14 FEET NORTH OF DRIVE TO
 CQ1360'RESIDENCE OF HUGHIE HOWELL, 50 FEET NORTHWEST OF 4 INCH MAGNOLIA TREE,
 CQ1360'1 FOOT WEST OF MESH FENCE.  IT IS A C. AND G. S. DISK SET IN THE TOP
 CQ1360'OF A CONCRETE POST 2 INCHES BELOW THE GROUND LEVEL.  A STEEL WITNESS
 CQ1360'POST IS SET 1 FOOT SOUTHWEST OF THE MARK.  SECTION 1, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1358 ***********************************************************************
 CQ1358  DESIGNATION -  BENSON RM 3
 CQ1358  PID         -  CQ1358
 CQ1358  STATE/COUNTY-  LA/WEBSTER
 CQ1358  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1358
 CQ1358                         *CURRENT SURVEY CONTROL
 CQ1358  ___________________________________________________________________
 CQ1358* NAD 83(1986)-  32 50 28.     (N)    093 26 03.     (W)     SCALED    
 CQ1358* NAVD 88     -        74.035  (meters)     242.90   (feet)  ADJUSTED  
 CQ1358  ___________________________________________________________________
 CQ1358  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1358  DYNAMIC HT  -          73.954 (meters)     242.63  (feet)  COMP
 CQ1358  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CQ1358
 CQ1358  VERT ORDER  -  SECOND    CLASS 0
 CQ1358
 CQ1358.The horizontal coordinates were scaled from a topographic map and have
 CQ1358.an estimated accuracy of +/- 6 seconds.
 CQ1358
 CQ1358.The orthometric height was determined by differential leveling
 CQ1358.and adjusted by the National Geodetic Survey in June 1991..
 CQ1358
 CQ1358.The geoid height was determined by GEOID03.
 CQ1358
 CQ1358.The dynamic height is computed by dividing the NAVD 88
 CQ1358.geopotential number by the normal gravity value computed on the
 CQ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1358.degrees latitude (g = 980.6199 gals.).
 CQ1358
 CQ1358.The modeled gravity was interpolated from observed gravity values.
 CQ1358
 CQ1358;                    North         East    Units  Estimated Accuracy
 CQ1358;SPC LA N     -   259,960.      912,540.      MT  (+/- 180 meters Scaled)
 CQ1358
 CQ1358                          SUPERSEDED SURVEY CONTROL
 CQ1358
 CQ1358  NGVD 29 (??/??/??)   74.097  (m)          243.10   (f) ADJUSTED    2 0
 CQ1358
 CQ1358.Superseded values are not recommended for survey control.
 CQ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1358.See file dsdata.txt to determine how the superseded data were derived.
 CQ1358
 CQ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS593337(NAD 83)
 CQ1358_MARKER: DR = REFERENCE MARK DISK
 CQ1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1358_STAMPING: BENSON NO. 3 1950
 CQ1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1358+STABILITY: SURFACE MOTION
 CQ1358
 CQ1358  HISTORY     - Date     Condition        Report By
 CQ1358  HISTORY     - 1950     MONUMENTED       CGS
 CQ1358  HISTORY     - 1969     GOOD             LADH
 CQ1358
 CQ1358                          STATION DESCRIPTION
 CQ1358
 CQ1358'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1358'1.6 MI N FROM COTTON VALLEY.
 CQ1358'ABOUT 1.6 MILES NORTH ALONG LOUISIANA HIGHWAY 7 FROM JUNCTION OF
 CQ1358'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY.  IT IS
 CQ1358'245 FEET SOUTHEAST FROM SOUTHEAST CORNER OF BRICK RESIDENCE OF MIKE
 CQ1358'CHANDLER, 138 FEET EAST FROM BENSON TRI-STATION 1950, 119 FEET EAST
 CQ1358'FROM SOUTHEAST CORNER OF CHAIN LINK FENCE AROUND RESIDENCE OF MIKE
 CQ1358'CHANDLER, 57 FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY 7 AND 13
 CQ1358'FEET SOUTH OF CENTERLINE OF PRIVATE ROAD TO C. F. ROLF NUMBER 1 OIL
 CQ1358'WELL.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CQ1358'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.4 FEET NORTHWEST OF
 CQ1358'THE MARK.  SECTION 6, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1056 ***********************************************************************
 AT1056  DESIGNATION -  BENT
 AT1056  PID         -  AT1056
 AT1056  STATE/COUNTY-  LA/PLAQUEMINES
 AT1056  USGS QUAD   -  PASS DU BOIS (1993)
 AT1056
 AT1056                         *CURRENT SURVEY CONTROL
 AT1056  ___________________________________________________________________
 AT1056* NAD 83(1992)-  29 06 21.52547(N)    089 24 28.15861(W)     ADJUSTED  
 AT1056* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1056  **This station is located in a subsidence area (see below).
 AT1056  ___________________________________________________________________
 AT1056  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AT1056  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AT1056
 AT1056  HORZ ORDER  -  SECOND
 AT1056
 AT1056.The horizontal coordinates were established by classical geodetic methods
 AT1056.and adjusted by the National Geodetic Survey in January 1993..
 AT1056
 AT1056 ** The orthometric height has not been validated since last determined
 AT1056 ** by differential leveling and should not be used for control purposes.
 AT1056 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1056 ** area with valid NAVD 88 orthometric heights.
 AT1056 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1056 ** epoch indicated which incorporates improved geoid heights for the
 AT1056 ** Southern Louisiana Subsidence area.
 AT1056 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1056.The orthometric height was scaled from a topographic map.
 AT1056
 AT1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1056
 AT1056.The geoid height was determined by GEOID03.
 AT1056
 AT1056;                    North         East     Units Scale Factor Converg.
 AT1056;SPC LA S     -    68,746.861 1,187,427.975   MT  1.00004673   +0 57 46.0
 AT1056;SPC LA S     -   225,546.99  3,895,753.28   sFT  1.00004673   +0 57 46.0
 AT1056;UTM  16      - 3,222,123.154   265,681.342   MT  1.00027758   -1 10 18.3
 AT1056
 AT1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1056!SPC LA S     -   1.00000373  x   1.00004673  =   1.00005046
 AT1056!UTM  16      -   1.00000373  x   1.00027758  =   1.00028132
 AT1056
 AT1056:                Primary Azimuth Mark                     Grid Az
 AT1056:SPC LA S     -  RED PASS OIL DERRICK                     004 25 35.6
 AT1056:UTM  16      -  RED PASS OIL DERRICK                     006 33 39.9
 AT1056
 AT1056|---------------------------------------------------------------------|
 AT1056| PID    Reference Object                     Distance      Geod. Az  |
 AT1056|                                                           dddmmss.s |
 AT1056| AT1072 RED PASS OIL DERRICK                APPROX.14.2 KM 0052321.6 |
 AT1056| DD6356 BENT RM 2                            20.240 METERS 08750     |
 AT1056| AT0817 SOUTHWEST PASS LH 2 1936            APPROX.14.9 KM 1740434.7 |
 AT1056| DD6355 BENT RM 1                            17.562 METERS 17657     |
 AT1056|---------------------------------------------------------------------|
 AT1056
 AT1056                          SUPERSEDED SURVEY CONTROL
 AT1056
 AT1056  NAD 83(1986)-  29 06 21.53168(N)    089 24 28.17107(W) AD(       ) 2
 AT1056  NAD 27      -  29 06 20.70600(N)    089 24 27.99200(W) AD(       ) 2
 AT1056
 AT1056.Superseded values are not recommended for survey control.
 AT1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1056.See file dsdata.txt to determine how the superseded data were derived.
 AT1056
 AT1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6568122123(NAD 83)
 AT1056_MARKER: DS = TRIANGULATION STATION DISK
 AT1056_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1056_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1056
 AT1056  HISTORY     - Date     Condition        Report By
 AT1056  HISTORY     - 1936     MONUMENTED       CGS
 AT1056  HISTORY     - 1955     MARK NOT FOUND   CGS
 AT1056
 AT1056                          STATION DESCRIPTION
 AT1056
 AT1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1056'STATION IS W OF SW PASS AND N OF WEST BAY ON THE S SHORE OF THE MOST
 AT1056'WESTERLY ENTRANCE
 AT1056'TO GRAND PASS 26 METERS S OF NEAREST EDGE OF MARSH
 AT1056'AND ABOUT 0.2 MILE E OF ENTRANCE, IN
 AT1056'SOFT MARSH COVERED WITH HIGH
 AT1056'GRASS.  THE GULF ENTRANCES TO GRAND PASS ARE BLOCKED BY
 AT1056'MUD FLATS.
 AT1056'STATION IS BEST APPROACHED FROM MISSISSIPPI RIVER THROUGH THE JUMP.
 AT1056'
 AT1056'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AT1056'CONCRETE AT THE
 AT1056'TOPS OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE
 AT1056'TO THE UPPER ENDS OF LONG WOODEN
 AT1056'PILES DRIVEN INTO THE MARSH.
 AT1056'
 AT1056'HEIGHT OF TARGET ABOVE THE STATION MARK- 21 METERS.
 AT1056
 AT1056                          STATION RECOVERY (1955)
 AT1056
 AT1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT1056'THE STATION WAS SEARCHED FOR, BUT NO EVIDENCE OF ANY OF THE MARKS
 AT1056'COULD BE FOUND.
 AT1056'
 AT1056'A THOROUGH SEARCH WAS NOT POSSIBLE BECAUSE OF DEBRIS, HEAVY GRASS,
 AT1056'SNAKES, AND THE
 AT1056'INADEQUACEY OF THE ORIGINAL DESCRIPTION.  HOWEVER, MR.
 AT1056'ROBERT BOSTICK OF THE OIL FIELD
 AT1056'SEAPLANE SERVICE OF WESTWEGO STATES
 AT1056'THAT THE OIL COMPANIES HAVE MADE AN EXHAUSTIVE
 AT1056'SEARCH FOR THIS
 AT1056'STATION WITHOUT SUCCESS.
 AT1056'
 AT1056'IT IS BELIEVED THAT THE MARKS HAVE SUNK INTO THE MARSH AS NO EVIDENCE
 AT1056'OF CHANGES IN THE
 AT1056'TOPOGRAPHY IS APPARENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2561 ***********************************************************************
 BX2561  DESIGNATION -  BENTLEY RESET
 BX2561  PID         -  BX2561
 BX2561  STATE/COUNTY-  LA/GRANT
 BX2561  USGS QUAD   -  POLLOCK (1985)
 BX2561
 BX2561                         *CURRENT SURVEY CONTROL
 BX2561  ___________________________________________________________________
 BX2561* NAD 83(1992)-  31 30 14.82441(N)    092 28 15.46194(W)     ADJUSTED  
 BX2561* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 BX2561  ___________________________________________________________________
 BX2561  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BX2561  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2561
 BX2561  HORZ ORDER  -  FIRST
 BX2561
 BX2561.The horizontal coordinates were established by classical geodetic methods
 BX2561.and adjusted by the National Geodetic Survey in January 1993..
 BX2561
 BX2561.The orthometric height was scaled from a topographic map.
 BX2561
 BX2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2561
 BX2561.The geoid height was determined by GEOID03.
 BX2561
 BX2561;                    North         East     Units Scale Factor Converg.
 BX2561;SPC LA N     -   111,332.444 1,002,758.426   MT  0.99994063   +0 00 55.3
 BX2561;SPC LA N     -   365,263.19  3,289,883.27   sFT  0.99994063   +0 00 55.3
 BX2561;UTM  15      - 3,485,594.250   550,237.892   MT  0.99963113   +0 16 35.3
 BX2561
 BX2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2561!SPC LA N     -   0.99999247  x   0.99994063  =   0.99993310
 BX2561!UTM  15      -   0.99999247  x   0.99963113  =   0.99962360
 BX2561
 BX2561:                Primary Azimuth Mark                     Grid Az
 BX2561:SPC LA N     -  CATAHOULA FEDERAL FIRE TOWER             009 08 41.9
 BX2561:UTM  15      -  CATAHOULA FEDERAL FIRE TOWER             008 53 01.9
 BX2561
 BX2561|---------------------------------------------------------------------|
 BX2561| PID    Reference Object                     Distance      Geod. Az  |
 BX2561|                                                           dddmmss.s |
 BX2561| BX2560 CATAHOULA FEDERAL FIRE TOWER        APPROX. 1.3 KM 0090937.2 |
 BX2561| CY3431 BENTLEY RM 1                         63.277 METERS 02159     |
 BX2561| BX2627 EAST FEDERAL FIRE TOWER             APPROX.11.6 KM 1143042.8 |
 BX2561| CY3430 BENTLEY AZ MK                                      1323054.0 |
 BX2561| BX2691 SIMMS                               APPROX. 3.7 KM 1365951.9 |
 BX2561| CS7252 BENTLEY RM 3                         64.139 METERS 28753     |
 BX2561| CY3432 BENTLEY RM 2                         63.993 METERS 28754     |
 BX2561|---------------------------------------------------------------------|
 BX2561
 BX2561                          SUPERSEDED SURVEY CONTROL
 BX2561
 BX2561  NAD 83(1986)-  31 30 14.84336(N)    092 28 15.45647(W) AD(       ) 1
 BX2561  NAD 27      -  31 30 14.20402(N)    092 28 14.95410(W) AD(       ) 1
 BX2561
 BX2561.Superseded values are not recommended for survey control.
 BX2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2561.See file dsdata.txt to determine how the superseded data were derived.
 BX2561
 BX2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5023885594(NAD 83)
 BX2561_MARKER: DS = TRIANGULATION STATION DISK
 BX2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2561_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BX2561
 BX2561  HISTORY     - Date     Condition        Report By
 BX2561  HISTORY     - 1980     MONUMENTED       NGS
 BX2561
 BX2561                          STATION DESCRIPTION
 BX2561
 BX2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BX2561'THE UNDERGROUND STATION MARK AND REFERENCE MARK NO 1 WERE RECOVERED IN
 BX2561'GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK NO 2 WERE
 BX2561'FOUND TILTED OUT OF POSITION AND DISKS MISSING.  THE AZIMUTH MARK WAS
 BX2561'SEARCHED FOR AND NOT FOUND DUE TO CHANGES IN THE AREA.  THIS DATE A
 BX2561'NEW SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND MARK
 BX2561'AND REFERENCE MARK NO 3 WAS ESTABLISHED.
 BX2561'
 BX2561'DUE TO CHANGES IN THE AREA A NEW COMPLETE DESCRIPTION FOLLOWS.
 BX2561'
 BX2561'THE STATION IS LOCATED ABOUT 22.5 KILOMETERS (14 MILES) NORTH OF
 BX2561'ALEXANDRIA, 6.4 KILOMETERS (4 MILES) WEST-SOUTHWEST OF POLOCK AND 2.4
 BX2561'KILOMETERS, (1.5 MILES) SOUTHEAST OF BENTLEY, IN THE NORTHEAST QUARTER
 BX2561'OF SECTION 16, T 6 N, R 1 W, ON LAND OWNED BY THE GOVERNMENT, IN THE
 BX2561'STUART SEED ORCHARD SECTION OF THE KISATCHIE NATIONAL FOREST.  MR. DON
 BX2561'WILMORA, STUART SEED ORCHARD, P.O. BOX 307, POLLOCK, LA. WAS
 BX2561'CONTACTED THIS DATE.
 BX2561'
 BX2561'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND U.S.
 BX2561'HIGHWAY 167 IN BENTLEY, GO EAST ON HIGHWAY 8 FOR 1.6 MILES TO A SIDE
 BX2561'ROAD ON THE RIGHT, A SIGN CATAHOULA WORK CENTER, KISATCHIE NATIONAL
 BX2561'FOREST ON THE RIGHT.  TURN RIGHT, ENTER THE NATIONAL FOREST AND GO
 BX2561'SOUTHERLY ON PAVED ROAD FOR 0.8 MILES TO A GRAVELED ROAD RIGHT.  TURN
 BX2561'RIGHT AND GO WESTERLY FOR 0.15 MILE TO A GATE AND CATTLE GUARD AT
 BX2561'EAST EDGE OF THE STUART SEED ORCHARD.  PASS THROUGH THE GATE, TURN
 BX2561'RIGHT AND GO NORTHERLY ON A GRAVELED ROAD ALONG WEST SIDE OF FENCE
 BX2561'FOR 0.1 MILE TO TOP OF HILL AND STATION ON THE LEFT AT EDGE OF TIMBER
 BX2561'LINE.
 BX2561'
 BX2561'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BX2561'---BENTLEY 1934 1980---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX2561'3.66 CM (1.441 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BX2561'23.77 METERS (78 FEET) SW FROM THE MIDDLE OF THREE BRACE POSTS IN
 BX2561'FENCELINE, 7.01 METERS (23 FEET) W FROM THE CENTER OF A GRAVELED
 BX2561'ROAD, 0.76 METER (2.5 FEET) E FROM A METAL WITNESS POST WITH SIGN
 BX2561'ATTACHED, 0.46 METER (1.5 FEET) W FROM A METAL WITNESS POST WITH SIGN
 BX2561'ATTACHED, AND 2.13 METERS (7 FEET) S FROM A 4-INCH PINE TREE (TEXAS
 BX2561'SHORT LEAF 20-B-11 ROW E).
 BX2561'
 BX2561'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2561'STAMPED---BENTLEY 1934---SET INTO AN IRREGULAR MASS OF CONCRETE 1.1
 BX2561'METERS (4 FEET) BELOW THE SURFACE.
 BX2561'
 BX2561'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2561'STAMPED---BENTLEY NO 1 1934---SET INTO THE TOP OF A ROUND CONCRETE
 BX2561'MONUMENT .305 CM (0.1201 INCH) IN DIAMETER PROJECTING 6 CM (2.4
 BX2561'INCHES) ABOVE THE GROUND LOCATED 49.68 METERS (163 FEET) N FROM THE
 BX2561'MIDDLE BRACE POST IN THE FENCELINE, 3.05 METERS (10 FEET) E FROM A
 BX2561'FENCE POST IN FENCE LINE WITH TNESS SIGN ATTACHED, AND 17.37 METERS
 BX2561'(57 FEET) E FROM THE CENTER OF THE GRAVELED ROAD.
 BX2561'
 BX2561'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2561'STAMPED---BENTLEY 1934 NO 3 1980---SET INTO THE TOP OF A ROUND
 BX2561'CONCRETE MONUMENT .305 CM (0.1201 INCH) IN DIAMETER PROJECTING 9 CM
 BX2561'(3.5 INCHES) ABOVE THE GROUND LOCATED 83.2 METERS (273 FEET) W FROM
 BX2561'THE MIDDLE BRACE FENCE POST IN THE FENCELINE, 67.7 METERS (222 FEET)
 BX2561'W FROM THE CENTER OF THE GRAVELED ROAD, AND .46 METER (1.5 FEET) E
 BX2561'FROM A METAL WITNESS POST.
 BX2561'
 BX2561'NO AZIMUTH MARK ESTABLISHED THIS DATE, AS NO TIE LINES ARE VISIBLE
 BX2561'FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1906 ***********************************************************************
 CQ1906  DESIGNATION -  BENTON
 CQ1906  PID         -  CQ1906
 CQ1906  STATE/COUNTY-  LA/BOSSIER
 CQ1906  USGS QUAD   -  BENTON (1975)
 CQ1906
 CQ1906                         *CURRENT SURVEY CONTROL
 CQ1906  ___________________________________________________________________
 CQ1906* NAD 83(1992)-  32 43 20.37748(N)    093 44 13.12399(W)     ADJUSTED  
 CQ1906* NAVD 88     -        65.451  (meters)     214.73   (feet)  ADJUSTED  
 CQ1906  ___________________________________________________________________
 CQ1906  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CQ1906  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1906  DYNAMIC HT  -          65.378 (meters)     214.49  (feet)  COMP
 CQ1906  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CQ1906
 CQ1906  HORZ ORDER  -  FIRST
 CQ1906  VERT ORDER  -  FIRST     CLASS II
 CQ1906
 CQ1906.The horizontal coordinates were established by classical geodetic methods
 CQ1906.and adjusted by the National Geodetic Survey in September 1999..
 CQ1906
 CQ1906.The orthometric height was determined by differential leveling
 CQ1906.and adjusted by the National Geodetic Survey in June 1991..
 CQ1906
 CQ1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1906
 CQ1906.The geoid height was determined by GEOID03.
 CQ1906
 CQ1906.The dynamic height is computed by dividing the NAVD 88
 CQ1906.geopotential number by the normal gravity value computed on the
 CQ1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1906.degrees latitude (g = 980.6199 gals.).
 CQ1906
 CQ1906.The modeled gravity was interpolated from observed gravity values.
 CQ1906
 CQ1906;                    North         East     Units Scale Factor Converg.
 CQ1906;SPC LA N     -   247,071.452   884,040.596   MT  1.00001316   -0 39 14.4
 CQ1906;SPC LA N     -   810,600.26  2,900,389.86   sFT  1.00001316   -0 39 14.4
 CQ1906;UTM  15      - 3,620,744.887   430,938.865   MT  0.99965881   -0 23 54.3
 CQ1906
 CQ1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1906!SPC LA N     -   0.99999383  x   1.00001316  =   1.00000699
 CQ1906!UTM  15      -   0.99999383  x   0.99965881  =   0.99965264
 CQ1906
 CQ1906:                Primary Azimuth Mark                     Grid Az
 CQ1906:SPC LA N     -  1401                                     018 05 29.0
 CQ1906:UTM  15      -  1401                                     017 50 08.9
 CQ1906
 CQ1906|---------------------------------------------------------------------|
 CQ1906| PID    Reference Object                     Distance      Geod. Az  |
 CQ1906|                                                           dddmmss.s |
 CQ1906| CQ1905 1401                                APPROX. 0.7 KM 0172614.6 |
 CQ1906| CQ1907 BENTON RM 1                          35.805 METERS 09113     |
 CQ1906| CQ1908 BENTON RM 2                         203.317 METERS 18504     |
 CQ1906| CQ3286 BENTON MUNICIPAL TANK               APPROX. 2.9 KM 1870539.5 |
 CQ1906|---------------------------------------------------------------------|
 CQ1906
 CQ1906                          SUPERSEDED SURVEY CONTROL
 CQ1906
 CQ1906  NAD 83(1992)-  32 43 20.37732(N)    093 44 13.12293(W) AD(       ) 1
 CQ1906  NAD 83(1986)-  32 43 20.38990(N)    093 44 13.11314(W) AD(       ) 1
 CQ1906  NAD 27      -  32 43 19.87000(N)    093 44 12.46900(W) AD(       ) 1
 CQ1906  NGVD 29 (??/??/??)   65.522  (m)          214.97   (f) ADJUSTED    1 2
 CQ1906
 CQ1906.Superseded values are not recommended for survey control.
 CQ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1906.See file dsdata.txt to determine how the superseded data were derived.
 CQ1906
 CQ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3093920745(NAD 83)
 CQ1906_MARKER: DS = TRIANGULATION STATION DISK
 CQ1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1906_STAMPING: BENTON 1930
 CQ1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1906+STABILITY: SURFACE MOTION
 CQ1906
 CQ1906  HISTORY     - Date     Condition        Report By
 CQ1906  HISTORY     - 1930     MONUMENTED       CGS
 CQ1906  HISTORY     - 1950     GOOD             CGS
 CQ1906  HISTORY     - 1960     GOOD             CGS
 CQ1906  HISTORY     - 1969     GOOD             LADH
 CQ1906  HISTORY     - 1987     GOOD             USPSQD
 CQ1906  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1906
 CQ1906                          STATION DESCRIPTION
 CQ1906
 CQ1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ1906'STATION IS ON LAND OWNED BY PRISCILLA MILES, 1.9 MILES N
 CQ1906'OF BENTON, ON STATE HIGHWAY 10, AT POINT WHERE TELEPHONE
 CQ1906'AND GAS LINES CROSS HIGHWAY, 22.2 METERS (73 FEET) W OF ROAD,
 CQ1906'11.7 METERS (38 FEET) SW OF FIRST TELEPHONE POLE W OF ROAD,
 CQ1906'AND 12 METERS (40 FEET) S OF ROAD LEADING TO MILES HOUSE.
 CQ1906'
 CQ1906'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 CQ1906'SET IN CONCRETE.
 CQ1906'
 CQ1906'REFERENCE MARK NO. 1 IS 13.6 METERS (45 FEET) E OF ROAD, AND
 CQ1906'35.81 METERS (117.5 FEET) FROM STATION S 88 DEG 46 MIN E.
 CQ1906'
 CQ1906'REFERENCE MARK NO. 2 IS 1 FOOT W OF FENCE LINE, 10 METERS
 CQ1906'(33 FEET) E OF ROAD, 10 METERS (33 FEET) N OF FENCE LEADING
 CQ1906'TO E, AND ABOUT 175 METERS (574 FEET) FROM STATION
 CQ1906'S 05 DEG 03 MIN W.
 CQ1906
 CQ1906                          STATION RECOVERY (1950)
 CQ1906
 CQ1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ1906'THE STATION AND REFERENCE MARKS NOS 1 AND
 CQ1906'2,A RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CQ1906'LOUISIANA STATE GEODETIC SURVEY MARK 1401 WAS USED AS THE
 CQ1906'AZIMUTH MARK.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CQ1906'
 CQ1906'THE STATION IS LOCATED ABOUT 1.9 MILES NORTH OF BENTON ON
 CQ1906'THE WEST SIDE OF STATE ROUTE NO 10, ON THE HIGH POINT OF
 CQ1906'A SMALL KNOLL IN A PASTURE AND ON LAND OWNED BY MR. E.V.
 CQ1906'GOULD.  IT IS ABOUT 0.05 MILE SOUTH OF THE GOULD HOUSE, 39
 CQ1906'FEET SOUTH OF TELEPHONE POLE, 70 FEET WEST OF THE CENTER OF
 CQ1906'STATE ROUTE NO 10, 30 FEET WEST OF WITNESS POST AND 31 FEET
 CQ1906'WEST OF FENCE LINE.  IT IS STAMPED BENTON 1930 AND PROJECTS
 CQ1906'5 INCHES.
 CQ1906'
 CQ1906'REFERENCE MARK NO 1 IS EAST OF THE STATION, 45 FEET EAST
 CQ1906'OF THE CENTER OF STATE ROUTE NO 10 AND 18 FEET NORTH OF POWER
 CQ1906'LINE POLE NO 325.  IT IS STAMPED BENTON NO 1 1930 AND PROJECTS
 CQ1906'2 INCHES.
 CQ1906'
 CQ1906'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 40 FEET EAST
 CQ1906'OF THE CENTER OF STATE ROUTE NO 10 AND 1 FOOT WEST OF OLD
 CQ1906'FENCE LINE.  IT IS STAMPED BENTON NO 2 1930 AND PROJECTS
 CQ1906'2 INCHES.
 CQ1906'
 CQ1906'THE AZIMUTH MARK (LA, GEOD, SURVEY MARK 1401) IS ABOUT 0.5
 CQ1906'MILE NORTH-NORTHEAST OF THE STATION, 40 FEET EAST OF THE
 CQ1906'CENTER OF STATE ROUTE NO 10, 25 FEET SOUTH OF TELEPHONE
 CQ1906'POLE NO 333 AND 1 FOOT SOUTH OF WITNESS POST.  IT IS A LOUISIANA
 CQ1906'STATE GEODETIC SURVEY TRAVERSE AND BENCH MARK DISK SET IN
 CQ1906'CONCRETE IN AN 8 INCH TILE PIPE PROJECTING 6 INCHES AND
 CQ1906'STAMPED 1401.
 CQ1906'
 CQ1906'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO
 CQ1906'10 AND 181 JUST SOUTHEAST OF THE RAILROAD STATION IN BENTON,
 CQ1906'GO NORTH ON STATE ROUTE NO 10 FOR 1.8 MILES TO A LARGE PINE
 CQ1906'TREE WITH THE TOP BROKEN OFF ON THE WEST SIDE OF THE HIGHWAY
 CQ1906'AND STATION JUST WEST ON SMALL KNOLL IN PASTURE AS DESCRIBED.
 CQ1906'
 CQ1906'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 CQ1906'ON STATE ROUTE NO 10 FOR 0.5 MILE TO THE MARK ON THE EAST
 CQ1906'SIDE JUST SOUTH OF TELEPHONE POLE 333 AS DESCRIBED.
 CQ1906'
 CQ1906'OBSERVATIONS MADE FROM A 103 FOOT STEEL TOWER.
 CQ1906
 CQ1906                          STATION RECOVERY (1960)
 CQ1906
 CQ1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ1906'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1950 DESCRIPTION
 CQ1906'IS ENTIRELY ADEQUATE.  THE STATION IS NOW ON PROPERTY OWNED
 CQ1906'BY MR. MALCOLM JONES WHO LIVES ABOUT 0.05 MILE NORTH OF THE
 CQ1906'STATION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS WERE
 CQ1906'VERIFIED.
 CQ1906'
 CQ1906'NOTE--STATE HIGHWAY 10 IS NOW STATE HIGHWAY 3.
 CQ1906'
 CQ1906'OBSERVATIONS TAKEN FROM A 103 FOOT TOWER.
 CQ1906'
 CQ1906'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CQ1906
 CQ1906                          STATION RECOVERY (1969)
 CQ1906
 CQ1906'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1906'1.75 MI N FROM BENTON.
 CQ1906'1.75 MILES NORTH ALONG STATE HIGHWAY 3 FROM ST. LOUIS SOUTHWESTERN
 CQ1906'RAILROAD STATION AT BENTON, 69 FEET WEST OF THE CENTER LINE OF THE
 CQ1906'HIGHWAY, 218 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE OCCUPIED BY
 CQ1906'MR. MALCOLME JONES, 88 FEET SOUTH OF 2 PIPE LINE METERS, 38 FEET SOUTH
 CQ1906'OF A TELEPHONE POLE, 31 FEET WEST OF A FENCE, ABOUT 1 FOOT ABOVE THE
 CQ1906'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CQ1906
 CQ1906                          STATION RECOVERY (1987)
 CQ1906
 CQ1906'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1906'RECOVERED IN GOOD CONDITION.
 CQ1906
 CQ1906                          STATION RECOVERY (2002)
 CQ1906
 CQ1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1906'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1929 ***********************************************************************
 CQ1929  DESIGNATION -  BENTON 1=PAP BENTON
 CQ1929  PID         -  CQ1929
 CQ1929  STATE/COUNTY-  LA/BOSSIER
 CQ1929  USGS QUAD   -  BENTON (1975)
 CQ1929
 CQ1929                         *CURRENT SURVEY CONTROL
 CQ1929  ___________________________________________________________________
 CQ1929* NAD 83(1986)-  32 40 37.     (N)    093 44 46.     (W)     SCALED    
 CQ1929* NAVD 88     -        56.063  (meters)     183.93   (feet)  ADJUSTED  
 CQ1929  ___________________________________________________________________
 CQ1929  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1929  DYNAMIC HT  -          56.000 (meters)     183.73  (feet)  COMP
 CQ1929  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 CQ1929
 CQ1929  VERT ORDER  -  FIRST     CLASS II
 CQ1929
 CQ1929.The horizontal coordinates were scaled from a topographic map and have
 CQ1929.an estimated accuracy of +/- 6 seconds.
 CQ1929
 CQ1929.The orthometric height was determined by differential leveling
 CQ1929.and adjusted by the National Geodetic Survey in June 1991..
 CQ1929
 CQ1929.The geoid height was determined by GEOID03.
 CQ1929
 CQ1929.The dynamic height is computed by dividing the NAVD 88
 CQ1929.geopotential number by the normal gravity value computed on the
 CQ1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1929.degrees latitude (g = 980.6199 gals.).
 CQ1929
 CQ1929.The modeled gravity was interpolated from observed gravity values.
 CQ1929
 CQ1929;                    North         East    Units  Estimated Accuracy
 CQ1929;SPC LA N     -   242,050.      883,130.      MT  (+/- 180 meters Scaled)
 CQ1929
 CQ1929                          SUPERSEDED SURVEY CONTROL
 CQ1929
 CQ1929  NGVD 29 (??/??/??)   56.132  (m)          184.16   (f) ADJUSTED    1 2
 CQ1929
 CQ1929.Superseded values are not recommended for survey control.
 CQ1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1929.See file dsdata.txt to determine how the superseded data were derived.
 CQ1929
 CQ1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS300157(NAD 83)
 CQ1929_MARKER: P = PIPE CAP
 CQ1929_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1929_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1929_STAMPING: P.A.P. BENTON NO. 1
 CQ1929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1929
 CQ1929  HISTORY     - Date     Condition        Report By
 CQ1929  HISTORY     - UNK      MONUMENTED       DOD
 CQ1929  HISTORY     - 1969     GOOD             LADH
 CQ1929  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1929  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1929
 CQ1929                          STATION DESCRIPTION
 CQ1929
 CQ1929'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1929'1.4 MI S FROM BENTON.
 CQ1929'1.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ST. LOUIS SOUTHWESTERN
 CQ1929'RAILROAD STATION AT BENTON, 38 FEET EAST OF THE CENTER LINE OF
 CQ1929'HIGHWAY, 16 FEET SOUTH OF POWER POLE NO. 225, 200 FEET NORTH OF THE
 CQ1929'CENTER LINE OF A PRIVATE DRIVEWAY LEADING WEST TO A HOUSE NOW OCCUPIED
 CQ1929'BY JIM BURKE, 1.3 FEET EAST OF A FENCE, 1.7 FEET EAST OF A METAL
 CQ1929'WITNESS POST, A U.S.E. STANDARD CAP RIVETED ON THE TOP OF A 3 1/2 INCH
 CQ1929'IRON PIPE, AND PROJECTING 2 INCHES ABOVE THE GROUND.
 CQ1929
 CQ1929                          STATION RECOVERY (1987)
 CQ1929
 CQ1929'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CQ1929'MARK NOT FOUND.
 CQ1929
 CQ1929                          STATION RECOVERY (1990)
 CQ1929
 CQ1929'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1931 ***********************************************************************
 CQ1931  DESIGNATION -  BENTON 2=PRP BENTON
 CQ1931  PID         -  CQ1931
 CQ1931  STATE/COUNTY-  LA/BOSSIER
 CQ1931  USGS QUAD   -  BENTON (1975)
 CQ1931
 CQ1931                         *CURRENT SURVEY CONTROL
 CQ1931  ___________________________________________________________________
 CQ1931* NAD 83(1986)-  32 40 49.     (N)    093 44 44.     (W)     SCALED    
 CQ1931* NAVD 88     -        58.84   (+/-2cm)     193.0    (feet)  VERTCON   
 CQ1931  ___________________________________________________________________
 CQ1931  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1931
 CQ1931  VERT ORDER  -  ? (See Below)
 CQ1931
 CQ1931.The horizontal coordinates were scaled from a topographic map and have
 CQ1931.an estimated accuracy of +/- 6 seconds.
 CQ1931
 CQ1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1931.The vertical order pertains to the NGVD 29 superseded value.
 CQ1931
 CQ1931.The geoid height was determined by GEOID03.
 CQ1931
 CQ1931;                    North         East    Units  Estimated Accuracy
 CQ1931;SPC LA N     -   242,420.      883,180.      MT  (+/- 180 meters Scaled)
 CQ1931
 CQ1931                          SUPERSEDED SURVEY CONTROL
 CQ1931
 CQ1931  NGVD 29 (??/??/??)   58.910  (m)          193.27   (f) ADJUSTED    ?  
 CQ1931
 CQ1931.Superseded values are not recommended for survey control.
 CQ1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1931.See file dsdata.txt to determine how the superseded data were derived.
 CQ1931
 CQ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS301160(NAD 83)
 CQ1931_MARKER: P = PIPE CAP
 CQ1931_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1931_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1931
 CQ1931  HISTORY     - Date     Condition        Report By
 CQ1931  HISTORY     - UNK      MONUMENTED       DOD
 CQ1931  HISTORY     - 1941     MARK NOT FOUND   CGS
 CQ1931  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1931  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1931
 CQ1931                          STATION DESCRIPTION
 CQ1931
 CQ1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CQ1931'1.1 MI S FROM BENTON.
 CQ1931'1.1 MILES SOUTH ALONG STATE HIGHWAY 10 FROM BENTON, AT THE NORTHWEST
 CQ1931'CORNER OF THE JIM BURKE FIELD, 1,327.6 FEET NORTH OF RM 1 BENTON,
 CQ1931'DESCRIBED ABOVE, 2 FEET SOUTH OF A POINT 2.7 FEET EAST OF A FENCE
 CQ1931'CORNER, AND 39.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A CORPS
 CQ1931'OF ENGINEERS, U.S. ARMY, STANDARD CAP, RIVETED ON THE TOP OF A
 CQ1931'3-1/2-INCH IRON PIPE.
 CQ1931
 CQ1931                          STATION RECOVERY (1990)
 CQ1931
 CQ1931'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1931'MARK NOT FOUND.
 CQ1931
 CQ1931                          STATION RECOVERY (2002)
 CQ1931
 CQ1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1931'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3286 ***********************************************************************
 CQ3286  DESIGNATION -  BENTON MUNICIPAL TANK
 CQ3286  PID         -  CQ3286
 CQ3286  STATE/COUNTY-  LA/BOSSIER
 CQ3286  USGS QUAD   -  BENTON (1975)
 CQ3286
 CQ3286                         *CURRENT SURVEY CONTROL
 CQ3286  ___________________________________________________________________
 CQ3286* NAD 83(1992)-  32 41 47.78023(N)    093 44 26.75313(W)     ADJUSTED  
 CQ3286* NAVD 88     -                                                        
 CQ3286  ___________________________________________________________________
 CQ3286  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CQ3286  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ3286
 CQ3286  HORZ ORDER  -  THIRD
 CQ3286
 CQ3286.The horizontal coordinates were established by classical geodetic methods
 CQ3286.and adjusted by the National Geodetic Survey in September 1999..
 CQ3286
 CQ3286
 CQ3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3286
 CQ3286.The geoid height was determined by GEOID03.
 CQ3286
 CQ3286;                    North         East     Units Scale Factor Converg.
 CQ3286;SPC LA N     -   244,223.176   883,653.051   MT  1.00000696   -0 39 21.6
 CQ3286;SPC LA N     -   801,255.54  2,899,118.38   sFT  1.00000696   -0 39 21.6
 CQ3286;UTM  15      - 3,617,895.910   430,564.166   MT  0.99965945   -0 24 00.6
 CQ3286
 CQ3286                          SUPERSEDED SURVEY CONTROL
 CQ3286
 CQ3286  NAD 83(1992)-  32 41 47.78211(N)    093 44 26.75204(W) AD(       ) 4
 CQ3286  NAD 83(1986)-  32 41 47.79289(N)    093 44 26.74225(W) AD(       ) 4
 CQ3286  NAD 27      -  32 41 47.26600(N)    093 44 26.09900(W) AD(       ) 3
 CQ3286
 CQ3286.Superseded values are not recommended for survey control.
 CQ3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3286.See file dsdata.txt to determine how the superseded data were derived.
 CQ3286
 CQ3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3056417896(NAD 83)
 CQ3286_MARKER: 53 = ELEVATED TANK
 CQ3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3286+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2004
 CQ3286
 CQ3286  HISTORY     - Date     Condition        Report By
 CQ3286  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3286  HISTORY     - 1959     GOOD             CGS
 CQ3286  HISTORY     - 20020116 GOOD             NGS
 CQ3286  HISTORY     - 20041226 GOOD             USPSQD
 CQ3286
 CQ3286                          STATION DESCRIPTION
 CQ3286
 CQ3286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3286'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF BENTON,
 CQ3286'150 FEET EAST OF STATE ROUTE 10.
 CQ3286'
 CQ3286'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL
 CQ3286'STRUCTURE AND THE OVER ALL HEIGHT IS 110 FEET.  THE LETTERS
 CQ3286'BENTON ARE PAINTED ON THE WEST SIDE OF THE TANK.
 CQ3286'
 CQ3286'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 CQ3286
 CQ3286                          STATION RECOVERY (1959)
 CQ3286
 CQ3286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CQ3286'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 CQ3286
 CQ3286                          STATION RECOVERY (2002)
 CQ3286
 CQ3286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ3286'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ3286
 CQ3286                          STATION RECOVERY (2004)
 CQ3286
 CQ3286'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CQ3286'RECOVERED AS DESCRIBED. TANK IS IN THE PROCESS OF BEING DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1907 ***********************************************************************
 CQ1907  DESIGNATION -  BENTON RM 1
 CQ1907  PID         -  CQ1907
 CQ1907  STATE/COUNTY-  LA/BOSSIER
 CQ1907  USGS QUAD   -  BENTON (1975)
 CQ1907
 CQ1907                         *CURRENT SURVEY CONTROL
 CQ1907  ___________________________________________________________________
 CQ1907* NAD 83(1986)-  32 43 20.     (N)    093 44 13.     (W)     SCALED    
 CQ1907* NAVD 88     -        64.764  (meters)     212.48   (feet)  ADJUSTED  
 CQ1907  ___________________________________________________________________
 CQ1907  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1907  DYNAMIC HT  -          64.692 (meters)     212.24  (feet)  COMP
 CQ1907  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CQ1907
 CQ1907  VERT ORDER  -  FIRST     CLASS II
 CQ1907
 CQ1907.The horizontal coordinates were scaled from a topographic map and have
 CQ1907.an estimated accuracy of +/- 6 seconds.
 CQ1907
 CQ1907.The orthometric height was determined by differential leveling
 CQ1907.and adjusted by the National Geodetic Survey in June 1991..
 CQ1907
 CQ1907.The geoid height was determined by GEOID03.
 CQ1907
 CQ1907.The dynamic height is computed by dividing the NAVD 88
 CQ1907.geopotential number by the normal gravity value computed on the
 CQ1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1907.degrees latitude (g = 980.6199 gals.).
 CQ1907
 CQ1907.The modeled gravity was interpolated from observed gravity values.
 CQ1907
 CQ1907;                    North         East    Units  Estimated Accuracy
 CQ1907;SPC LA N     -   247,060.      884,040.      MT  (+/- 180 meters Scaled)
 CQ1907
 CQ1907                          SUPERSEDED SURVEY CONTROL
 CQ1907
 CQ1907  NGVD 29 (??/??/??)   64.835  (m)          212.71   (f) ADJUSTED    1 2
 CQ1907
 CQ1907.Superseded values are not recommended for survey control.
 CQ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1907.See file dsdata.txt to determine how the superseded data were derived.
 CQ1907
 CQ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS309207(NAD 83)
 CQ1907_MARKER: DR = REFERENCE MARK DISK
 CQ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1907_STAMPING: BENTON NO. 1 1930
 CQ1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1907+STABILITY: SURFACE MOTION
 CQ1907
 CQ1907  HISTORY     - Date     Condition        Report By
 CQ1907  HISTORY     - 1930     MONUMENTED       CGS
 CQ1907  HISTORY     - 1969     GOOD             LADH
 CQ1907  HISTORY     - 1987     GOOD             USPSQD
 CQ1907  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1907
 CQ1907                          STATION DESCRIPTION
 CQ1907
 CQ1907'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1907'1.75 MI N FROM BENTON.
 CQ1907'1.75 MILES NORTH ALONG STATE HIGHWAY 3 FROM ST. LOUIS SOUTHWESTERN
 CQ1907'RAILROAD STATION AT BENTON, 45 FEET EAST OF CENTER LINE OF HIGHWAY,
 CQ1907'128 FEET EAST AND ACROSS HIGHWAY FROM BENTON 1930, 20 FEET NORTH OF
 CQ1907'POWER POLE NO. 58 WITH TRANSFORMER, 137 FEET SOUTH OF AN AIR VENT ON
 CQ1907'PIPE LINE CROSSING HIGHWAY, 105 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 CQ1907'FROM 2 PIPE LINE METERS, 5.0 FEET EAST OF A METAL WITNESS POST ABOUT 1
 CQ1907'FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ1907'PROJECTING 2 INCHES.
 CQ1907
 CQ1907                          STATION RECOVERY (1987)
 CQ1907
 CQ1907'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1907'RECOVERED IN GOOD CONDITION.
 CQ1907
 CQ1907                          STATION RECOVERY (2002)
 CQ1907
 CQ1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1908 ***********************************************************************
 CQ1908  DESIGNATION -  BENTON RM 2
 CQ1908  PID         -  CQ1908
 CQ1908  STATE/COUNTY-  LA/BOSSIER
 CQ1908  USGS QUAD   -  BENTON (1975)
 CQ1908
 CQ1908                         *CURRENT SURVEY CONTROL
 CQ1908  ___________________________________________________________________
 CQ1908* NAD 83(1986)-  32 43 20.     (N)    093 44 13.     (W)     SCALED    
 CQ1908* NAVD 88     -        64.513  (meters)     211.66   (feet)  ADJUSTED  
 CQ1908  ___________________________________________________________________
 CQ1908  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1908  DYNAMIC HT  -          64.441 (meters)     211.42  (feet)  COMP
 CQ1908  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CQ1908
 CQ1908  VERT ORDER  -  FIRST     CLASS II
 CQ1908
 CQ1908.The horizontal coordinates were scaled from a topographic map and have
 CQ1908.an estimated accuracy of +/- 6 seconds.
 CQ1908
 CQ1908.The orthometric height was determined by differential leveling
 CQ1908.and adjusted by the National Geodetic Survey in June 1991..
 CQ1908
 CQ1908.The geoid height was determined by GEOID03.
 CQ1908
 CQ1908.The dynamic height is computed by dividing the NAVD 88
 CQ1908.geopotential number by the normal gravity value computed on the
 CQ1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1908.degrees latitude (g = 980.6199 gals.).
 CQ1908
 CQ1908.The modeled gravity was interpolated from observed gravity values.
 CQ1908
 CQ1908;                    North         East    Units  Estimated Accuracy
 CQ1908;SPC LA N     -   247,060.      884,040.      MT  (+/- 180 meters Scaled)
 CQ1908
 CQ1908                          SUPERSEDED SURVEY CONTROL
 CQ1908
 CQ1908  NGVD 29 (??/??/??)   64.584  (m)          211.89   (f) ADJUSTED    1 2
 CQ1908
 CQ1908.Superseded values are not recommended for survey control.
 CQ1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1908.See file dsdata.txt to determine how the superseded data were derived.
 CQ1908
 CQ1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS309207(NAD 83)
 CQ1908_MARKER: DR = REFERENCE MARK DISK
 CQ1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1908_STAMPING: BENTON NO. 2 1930
 CQ1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1908+STABILITY: SURFACE MOTION
 CQ1908
 CQ1908  HISTORY     - Date     Condition        Report By
 CQ1908  HISTORY     - 1930     MONUMENTED       CGS
 CQ1908  HISTORY     - 1969     GOOD             LADH
 CQ1908  HISTORY     - 1987     GOOD             USPSQD
 CQ1908  HISTORY     - 20020116 GOOD             NGS
 CQ1908
 CQ1908                          STATION DESCRIPTION
 CQ1908
 CQ1908'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1908'1.65 MI N FROM BENTON.
 CQ1908'1.65 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE ST. LOUIS SOUTHWESTERN
 CQ1908'RAILROAD STATION AT BENTON, 0.5 MILES NORTH OF THE NORTH END OF THE
 CQ1908'RAILROAD UNDERPASS, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 28
 CQ1908'FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST, 11
 CQ1908'FEET SOUTH OF A FENCE CORNER POST, 1 1/2 FEET WEST OF A WOVEN WIRE
 CQ1908'FENCE, 0.1 MILE SOUTH OF TRIANGULATION STATION BENTON 1930, 1.0 FOOT
 CQ1908'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN
 CQ1908'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CQ1908
 CQ1908                          STATION RECOVERY (1987)
 CQ1908
 CQ1908'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1908'RECOVERED IN GOOD CONDITION.
 CQ1908
 CQ1908                          STATION RECOVERY (2002)
 CQ1908
 CQ1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1908'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2325 ***********************************************************************
 AU2325  DESIGNATION -  BERGERON
 AU2325  PID         -  AU2325
 AU2325  STATE/COUNTY-  LA/ASSUMPTION
 AU2325  USGS QUAD   -  NAPOLEONVILLE (1980)
 AU2325
 AU2325                         *CURRENT SURVEY CONTROL
 AU2325  ___________________________________________________________________
 AU2325* NAD 83(1992)-  29 54 42.69134(N)    091 03 24.54966(W)     ADJUSTED  
 AU2325* NAVD 88     -         3.75   (+/-2cm)      12.3  **(feet)  VERTCON   
 AU2325  **This station is located in a subsidence area (see below).
 AU2325  ___________________________________________________________________
 AU2325  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AU2325  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2325
 AU2325  HORZ ORDER  -  FIRST
 AU2325  VERT ORDER  -  THIRD ? (See Below)
 AU2325
 AU2325.The horizontal coordinates were established by classical geodetic methods
 AU2325.and adjusted by the National Geodetic Survey in January 1993..
 AU2325
 AU2325 ** The orthometric height has not been validated since last determined
 AU2325 ** by differential leveling and should not be used for control purposes.
 AU2325 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2325 ** area with valid NAVD 88 orthometric heights.
 AU2325 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2325 ** epoch indicated which incorporates improved geoid heights for the
 AU2325 ** Southern Louisiana Subsidence area.
 AU2325 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2325.The vertical order pertains to the NGVD 29 superseded value.
 AU2325
 AU2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2325
 AU2325.The geoid height was determined by GEOID03.
 AU2325
 AU2325;                    North         East     Units Scale Factor Converg.
 AU2325;SPC LA S     -   156,528.738 1,026,701.374   MT  0.99992694   +0 08 17.7
 AU2325;SPC LA S     -   513,544.70  3,368,436.09   sFT  0.99992694   +0 08 17.7
 AU2325;UTM  15      - 3,310,605.392   687,598.886   MT  1.00003423   +0 58 09.4
 AU2325
 AU2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2325!SPC LA S     -   1.00000351  x   0.99992694  =   0.99993045
 AU2325!UTM  15      -   1.00000351  x   1.00003423  =   1.00003774
 AU2325
 AU2325:                Primary Azimuth Mark                     Grid Az
 AU2325:SPC LA S     -  PAINCOURTVILLE CATHOLIC CHURCH           000 40 48.7
 AU2325:UTM  15      -  PAINCOURTVILLE CATHOLIC CHURCH           359 50 57.0
 AU2325
 AU2325|---------------------------------------------------------------------|
 AU2325| PID    Reference Object                     Distance      Geod. Az  |
 AU2325|                                                           dddmmss.s |
 AU2325| AU2321 PAINCOURTVILLE CATHOLIC CHURCH      APPROX. 8.9 KM 0004906.4 |
 AU2325| BJ5090 BRICK STACK SQUARE RUINED           APPROX.15.8 KM 0125910.4 |
 AU2325| AU2322 NAPOLEONVILLE CATH CH CROSS         APPROX. 4.2 KM 0451149.2 |
 AU2325| CV8732 BERGERON RM 1                        64.380 METERS 04515     |
 AU2325| AU2326 NAPOLEONVILLE MUNICIPAL TANK        APPROX. 4.3 KM 0474340.1 |
 AU2325| CV8731 BERGERON AZ MK                                     0510712.9 |
 AU2325| AU3220 ROBICHAUX SUGAR MILL TANK           APPROX.10.8 KM 1222649.9 |
 AU2325| AU3222 LABADIEVILLE WHITE CATHOLIC CH      APPROX.12.7 KM 1291247.4 |
 AU2325| AU3229 HIMALAYA SUGAR MILL TANK            APPROX. 9.2 KM 1344801.7 |
 AU2325| CV8733 BERGERON RM 2                        64.944 METERS 27227     |
 AU2325|---------------------------------------------------------------------|
 AU2325
 AU2325                          SUPERSEDED SURVEY CONTROL
 AU2325
 AU2325  NAD 83(1986)-  29 54 42.71114(N)    091 03 24.54917(W) AD(       ) 1
 AU2325  NAD 27      -  29 54 41.98000(N)    091 03 24.19100(W) AD(       ) 1
 AU2325  NGVD 29 (07/19/86)    3.82   (m)           12.5    (f) LEVELING    3  
 AU2325
 AU2325.Superseded values are not recommended for survey control.
 AU2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2325.See file dsdata.txt to determine how the superseded data were derived.
 AU2325
 AU2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8759910605(NAD 83)
 AU2325_MARKER: DS = TRIANGULATION STATION DISK
 AU2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2325
 AU2325  HISTORY     - Date     Condition        Report By
 AU2325  HISTORY     - 1931     MONUMENTED       CGS
 AU2325  HISTORY     - 1935     GOOD             CGS
 AU2325  HISTORY     - 1954     GOOD             CGS
 AU2325  HISTORY     - 1960     GOOD             CGS
 AU2325  HISTORY     - 20060502 MARK NOT FOUND   NGS
 AU2325
 AU2325                          STATION DESCRIPTION
 AU2325
 AU2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2325'ABOUT 3 MILES SW OF NAPOLEONVILLE, ON THE WILDWOOD PLANTATION,
 AU2325'OWNED BY BERGERON AND WALTON.  TO REACH FROM NAPOLEONVILLE
 AU2325'FOLLOW GRAVEL ROAD LEADING SW FROM SOUTHERN PART OF TOWN
 AU2325'ALONG THE OLD ATTAKAPA CANAL, FOR A DISTANCE OF 2.8 MILES FROM
 AU2325'POWERHOUSE ON HIGHWAY 29, TO THE WILDWOOD PLANTATION ON N
 AU2325'SIDE OF ROAD.  STATION IS IN LAWN ABOUT 30 FEET N OF CENTER LINE
 AU2325'OF ROAD, ABOUT 130 FEET E OF DRIVEWAY TO HOUSE, AND ABOUT 20
 AU2325'FEET N OF A ROW OF ROSE BUSHES ALONG ROAD.  SURFACE AND
 AU2325'UNDERGROUND MARKS ARE STANDARD STATION DISKS SET IN THE TOP
 AU2325'OF SQUARE BLOCKS OR POSTS OF CONCRETE.  UPPER MARK IS
 AU2325'FLUSH WITH THE SURFACE.  REFERENCE MARKS ARE STANDARD
 AU2325'REFERENCE DISKS SET IN THE TOP OF SQUARE BLOCKS OR POSTS
 AU2325'OF CONCRETE, FLUSH WITH SURFACE.  NO. 1 IS IN NE CORNER OF
 AU2325'YARD AT E END OF ROSE BUSH HEDGE ALONG ROAD, ABOUT 25 FEET N
 AU2325'OF CENTER LINE OF ROAD, AND 211.31 FEET FROM STATION
 AU2325'N 45 DEG 15 MIN E.  NO. 2 IS ABOUT 50 FEET S OF FRONT OF
 AU2325'HOUSE, 15 FEET FROM E SIDE OF CIRCULAR DRIVEWAY, AND
 AU2325'213.13 FEET FROM STATION N 87 DEG 33 MIN W.  BEARING
 AU2325'FROM THE STATION OF NAPOLEONVILLE, MUNICIPAL WATER TANK
 AU2325'IS N 47 DEG 44 MIN E.
 AU2325
 AU2325                          STATION RECOVERY (1935)
 AU2325
 AU2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2325'STATION FOUND AS DESCRIBED, EXCEPT FOR SLIGHT CHANGES IN THE
 AU2325'DISTANCE TO THE REFERENCE MARKS, ALL MARKS ARE IN GOOD CONDITION.
 AU2325'STATION IS ABOUT 2.5 MILES SW OF NAPOLEONVILLE, ON THE WILDWOOD
 AU2325'PLANTATION, OWNED BY BERGERON AND WALTON.  IN S EDGE OF LAWN
 AU2325'42 FEET N OF CENTER LINE OF GRAVEL ROAD.  248 FEET S OF OLD
 AU2325'NARROW GAUGE RAILROAD.  141 FEET E OF DRIVEWAY TO HOUSE.  13
 AU2325'FEET N OF ROSE BUSH HEDGE.  THE MARK IS FLUSH
 AU2325'
 AU2325'REFERENCE MARK NO. 1 IS IN NE CORNER OF LAWN AT END OF ROSE
 AU2325'BUSH HEDGE, 211.22 FEET NNE OF STATION.  25 FEET W CENTER LINE
 AU2325'OF GRAVEL ROAD.  THE MARK IS FLUSH.
 AU2325'
 AU2325'REFERENCE MARK NO. 2 IS 213.07 FEET W OF STATION, 48 FEET
 AU2325'E OF PALM TREE IN CIRCULAR DRIVEWAY.  83 FEET E OF E FRONT
 AU2325'OF HOUSE.  THE MARK IS FLUSH.
 AU2325'
 AU2325'THE AZIMUTH MARK IS ABOUT 0.4 MILE NE OF STATION, 18 FEET W
 AU2325'OF CENTER LINE OF GRAVEL ROAD.  2-FEET S OF TELEPHONE POLE.
 AU2325'ABOUT 250 FEET ESE OF LONE TREE.  THE MARK IS STAMPED 1935,
 AU2325'AND PROJECTS 4 INCHES.
 AU2325'
 AU2325'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AU2325'29 AND 268 IN NAPOLEONVILLE, FOLLOW ROUTE 268 SOUTHWESTERLY
 AU2325'2.8 MILES TO STATION ON RIGHT.
 AU2325'
 AU2325'LIGHTS 113 FEET ABOVE STATION SHELL POINT AND 123 FEET ABOVE
 AU2325'STATION MABILE COME INTO VIEW 103 FEET ABOVE THIS STATION.
 AU2325'
 AU2325'LIGHTS 126 FEET ABOVE STATION KESSLER 1931 AND 100 FEET ABOVE
 AU2325'LANDRY 1931 COME INTO VIEW 90 FEET ABOVE THIS STATION.
 AU2325'
 AU2325'LIGHTS 100 FEET ABOVE STATION ATTAKAPAS COME INTO VIEW 90 FEET
 AU2325'ABOVE THIS STATION.
 AU2325
 AU2325                          STATION RECOVERY (1954)
 AU2325
 AU2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RJL)
 AU2325'THE STATION IS A BRONZE CAP IN CONCRETE AND WAS RECOVERED
 AU2325'IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO LOCATE THE REFERENCE
 AU2325'MARKS.
 AU2325
 AU2325                          STATION RECOVERY (1960)
 AU2325
 AU2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLT)
 AU2325'STATION BERGERON 130 NORTHEASTERLY FROM CENTERLINE DRIVEWAY
 AU2325'AND 45 FT NORTHWESTERLY FROM CENTERLINE BLACK TOP HIGHWAY.
 AU2325'PECAN 30 IN DIA. 81.5 FT N 89 DEG 18 MIN W AND PECAN
 AU2325'17 IN DIA. 26.0 FT N 35 DEG 42 MIN E.
 AU2325'
 AU2325'REF. MK. 2 FOUND O.K. AS DESCRIBED.
 AU2325'
 AU2325'REF MK 1 25 FT S.W. FROM CENTERLINE OF GRAV. ROAD, 35 FT N.W.
 AU2325'FROM CENTERLINE OF BLACK TOP, 8.0 FT S.E. FROM A POWER POLE
 AU2325'AND 10.8 FT S.E. FROM FIRE PLUG.
 AU2325
 AU2325                          STATION RECOVERY (2006)
 AU2325
 AU2325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU2325'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0614 ***********************************************************************
 AV0614  DESIGNATION -  BERNARD
 AV0614  PID         -  AV0614
 AV0614  STATE/COUNTY-  LA/VERMILION
 AV0614  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0614
 AV0614                         *CURRENT SURVEY CONTROL
 AV0614  ___________________________________________________________________
 AV0614* NAD 83(1992)-  29 48 16.02095(N)    092 08 30.76441(W)     ADJUSTED  
 AV0614* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AV0614  **This station is located in a subsidence area (see below).
 AV0614  ___________________________________________________________________
 AV0614  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AV0614  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AV0614
 AV0614  HORZ ORDER  -  FIRST
 AV0614
 AV0614.The horizontal coordinates were established by classical geodetic methods
 AV0614.and adjusted by the National Geodetic Survey in January 1993..
 AV0614
 AV0614 ** The orthometric height has not been validated since last determined
 AV0614 ** by differential leveling and should not be used for control purposes.
 AV0614 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0614 ** area with valid NAVD 88 orthometric heights.
 AV0614 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0614 ** epoch indicated which incorporates improved geoid heights for the
 AV0614 ** Southern Louisiana Subsidence area.
 AV0614 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0614
 AV0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0614
 AV0614.The geoid height was determined by GEOID03.
 AV0614
 AV0614;                    North         East     Units Scale Factor Converg.
 AV0614;SPC LA S     -   144,866.888   921,839.935   MT  0.99993159   -0 24 15.4
 AV0614;SPC LA S     -   475,284.12  3,024,403.19   sFT  0.99993159   -0 24 15.4
 AV0614;UTM  15      - 3,297,425.857   582,927.147   MT  0.99968485   +0 25 35.6
 AV0614
 AV0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0614!SPC LA S     -   1.00000402  x   0.99993159  =   0.99993561
 AV0614!UTM  15      -   1.00000402  x   0.99968485  =   0.99968887
 AV0614
 AV0614:                Primary Azimuth Mark                     Grid Az
 AV0614:SPC LA S     -  BERNARD RM 3                             037 17 36.8
 AV0614:UTM  15      -  BERNARD RM 3                             036 27 45.8
 AV0614
 AV0614|---------------------------------------------------------------------|
 AV0614| PID    Reference Object                     Distance      Geod. Az  |
 AV0614|                                                           dddmmss.s |
 AV0614| CV8736 BERNARD RM 3                                       0365321.4 |
 AV0614| CV8734 BERNARD RM 1                         26.473 METERS 14207     |
 AV0614| CV8735 BERNARD RM 2                         26.467 METERS 23626     |
 AV0614|---------------------------------------------------------------------|
 AV0614
 AV0614                          SUPERSEDED SURVEY CONTROL
 AV0614
 AV0614  NAD 83(1986)-  29 48 16.04082(N)    092 08 30.75757(W) AD(       ) 1
 AV0614  NAD 27      -  29 48 15.28448(N)    092 08 30.29970(W) AD(       ) 1
 AV0614  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AV0614
 AV0614.Superseded values are not recommended for survey control.
 AV0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0614.See file dsdata.txt to determine how the superseded data were derived.
 AV0614
 AV0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8292797426(NAD 83)
 AV0614_MARKER: DS = TRIANGULATION STATION DISK
 AV0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0614
 AV0614  HISTORY     - Date     Condition        Report By
 AV0614  HISTORY     - 1974     MONUMENTED       NGS
 AV0614
 AV0614                          STATION DESCRIPTION
 AV0614
 AV0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0614'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF ABBEVILLE, 0.3 MILE
 AV0614'NORTHWEST OF PETROLEUM HELICOPTERS HELIPORT, 0.2 MILE WEST OF STATE
 AV0614'HIGHWAY 333 AND ON PROPERTY OWNED BY MR. NUMA BERNARD OF
 AV0614'INTERCOASTAL CITY, PHONE NUMBER 893-0272.  HE LIVES AT A FARM HOUSE
 AV0614'0.2 MILE EAST OF THE STATION.
 AV0614'
 AV0614'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE IN
 AV0614'ABBEVILLE, GO SOUTHERLY ON STATE HIGHWAY 82 FOR 9.8 MILES TO A FORK
 AV0614'AND THE JUNCTION AND STATE HIGHWAY 333.  BEAR LEFT AND CONTINUE
 AV0614'SOUTHERLY ON STATE HIGHWAY 333 FOR 3.4 MILES TO THE REFERENCE MARK
 AV0614'3 ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHERLY ON STATE HIGHWAY
 AV0614'333 FOR 0.45 MILE TO A FARM ROAD ON THE RIGHT.  TURN RIGHT AND
 AV0614'FOLLOW THE FARM ROAD FOR 0.2 MILE TO A BARN ON THE LEFT AND THE
 AV0614'STATION ON THE RIGHT AS DESCRIBED.
 AV0614'
 AV0614'THE STATION MARKS ARE STANDARD DISKS STAMPED BERNARD 1973.  THE
 AV0614'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST AND IS FLUSH
 AV0614'WITH THE GROUND.  IT IS 159 FEET NORTH OF A POWERLINE POLE WITH A
 AV0614'TRANSFORMER, 126 FEET NORTHEAST OF A 30-INCH TREE AND 116 FEET
 AV0614'NORTH OF THE CENTER OF A GRAVEL FARM ROAD.
 AV0614'
 AV0614'REFERENCE MARK 1, STAMPED BERNARD NO 1 1973 IS A STANDARD DISK SET IN
 AV0614'THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 AV0614'IS 161 FEET NORTHEAST OF THE POWER POLE AND 69 FEET NORTH OF THE
 AV0614'CENTER OF THE ROAD.
 AV0614'
 AV0614'REFERENCE MARK 2, STAMPED BERNARD NO 2 1973 IS A STANDARD DISK SET IN
 AV0614'THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 AV0614'IS 83 FEET NORTH OF THE POWER POLE, 43.5 FEET NORTHEAST OF THE
 AV0614'30-INCH TREE AND 43 FEET NORTH OF THE GRAVEL ROAD.
 AV0614'
 AV0614'REFERENCE MARK 3, STAMPED BERNARD NO 3 1973 IS A STANDARD DISK SET IN
 AV0614'THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 AV0614'IS 140 FEET WEST OF THE CENTER OF A DRIVEWAY, 19 FEET EAST OF THE
 AV0614'CENTER OF STATE HIGHWAY 333, 15 FEET WEST OF THE WEST EDGE OF A
 AV0614'CANAL AND 1.7 FEET WEST OF A METAL WITNESS POST.
 AV0614'
 AV0614'NEAREST TOWN--ABBEYVILLE.
 AV0614'
 AV0614'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2896 ***********************************************************************
 CQ2896  DESIGNATION -  BERNICE MUNICIPAL TANK
 CQ2896  PID         -  CQ2896
 CQ2896  STATE/COUNTY-  LA/UNION
 CQ2896  USGS QUAD   -  BERNICE (1985)
 CQ2896
 CQ2896                         *CURRENT SURVEY CONTROL
 CQ2896  ___________________________________________________________________
 CQ2896* NAD 83(1992)-  32 49 11.90799(N)    092 39 21.59832(W)     ADJUSTED  
 CQ2896* NAVD 88     -                                                        
 CQ2896  ___________________________________________________________________
 CQ2896  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CQ2896  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ2896
 CQ2896  HORZ ORDER  -  THIRD
 CQ2896
 CQ2896.The horizontal coordinates were established by classical geodetic methods
 CQ2896.and adjusted by the National Geodetic Survey in September 1999..
 CQ2896
 CQ2896
 CQ2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2896
 CQ2896.The geoid height was determined by GEOID03.
 CQ2896
 CQ2896;                    North         East     Units Scale Factor Converg.
 CQ2896;SPC LA N     -   257,249.570   985,391.249   MT  1.00003855   -0 04 56.9
 CQ2896;SPC LA N     -   843,992.96  3,232,904.46   sFT  1.00003855   -0 04 56.9
 CQ2896;UTM  15      - 3,631,381.974   532,200.273   MT  0.99961278   +0 11 11.2
 CQ2896
 CQ2896                          SUPERSEDED SURVEY CONTROL
 CQ2896
 CQ2896  NAD 83(1992)-  32 49 11.91013(N)    092 39 21.59574(W) AD(       ) 4
 CQ2896  NAD 83(1986)-  32 49 11.92114(N)    092 39 21.58963(W) AD(       ) 4
 CQ2896  NAD 27      -  32 49 11.40300(N)    092 39 21.04000(W) AD(       ) 3
 CQ2896
 CQ2896.Superseded values are not recommended for survey control.
 CQ2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2896.See file dsdata.txt to determine how the superseded data were derived.
 CQ2896
 CQ2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3220031382(NAD 83)
 CQ2896_MARKER: 53 = ELEVATED TANK
 CQ2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2896+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 CQ2896
 CQ2896  HISTORY     - Date     Condition        Report By
 CQ2896  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2896  HISTORY     - 20050422 GOOD             USPSQD
 CQ2896
 CQ2896                          STATION DESCRIPTION
 CQ2896
 CQ2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2896'THE STATION IS ABOUT 1/2 MILE SOUTH OF THE CENTER OF BERNICE
 CQ2896'AND 1 BLOCK EAST OF U.S. HIGHWAY 167.  IT IS AN ALUMINUM
 CQ2896'WATER TANK SUPPORTED BY FOUR STEEL TRUSSWORK LEGS.  THE
 CQ2896'TANK IS ABOUT 125 FEET IN HEIGHT.  POINT OBSERVED ON WAS
 CQ2896'THE BALL AT THE APEX OF THE TANK.
 CQ2896
 CQ2896                          STATION RECOVERY (2005)
 CQ2896
 CQ2896'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CQ2896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0803 ***********************************************************************
 AV0803  DESIGNATION -  BERRY
 AV0803  PID         -  AV0803
 AV0803  STATE/COUNTY-  LA/CAMERON
 AV0803  USGS QUAD   -  HACKBERRY BEACH (1982)
 AV0803
 AV0803                         *CURRENT SURVEY CONTROL
 AV0803  ___________________________________________________________________
 AV0803* NAD 83(1992)-  29 43 31.74586(N)    093 00 59.56942(W)     ADJUSTED  
 AV0803* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0803  **This station is located in a subsidence area (see below).
 AV0803  ___________________________________________________________________
 AV0803  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AV0803  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AV0803
 AV0803  HORZ ORDER  -  SECOND
 AV0803
 AV0803.The horizontal coordinates were established by classical geodetic methods
 AV0803.and adjusted by the National Geodetic Survey in January 1993..
 AV0803
 AV0803 ** The orthometric height has not been validated since last determined
 AV0803 ** by differential leveling and should not be used for control purposes.
 AV0803 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0803 ** area with valid NAVD 88 orthometric heights.
 AV0803 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0803 ** epoch indicated which incorporates improved geoid heights for the
 AV0803 ** Southern Louisiana Subsidence area.
 AV0803 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0803.The orthometric height was scaled from a topographic map.
 AV0803
 AV0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0803
 AV0803.The geoid height was determined by GEOID03.
 AV0803
 AV0803;                    North         East     Units Scale Factor Converg.
 AV0803;SPC LA S     -   137,034.513   837,163.923   MT  0.99993722   -0 50 29.9
 AV0803;SPC LA S     -   449,587.40  2,746,595.30   sFT  0.99993722   -0 50 29.9
 AV0803;UTM  15      - 3,288,367.610   498,399.700   MT  0.99960003   -0 00 29.5
 AV0803
 AV0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0803!SPC LA S     -   1.00000398  x   0.99993722  =   0.99994120
 AV0803!UTM  15      -   1.00000398  x   0.99960003  =   0.99960400
 AV0803
 AV0803:                Primary Azimuth Mark                     Grid Az
 AV0803:SPC LA S     -  GRAND CHENIER CH W MERM FERRY            041 43 30.1
 AV0803:UTM  15      -  GRAND CHENIER CH W MERM FERRY            040 53 29.7
 AV0803
 AV0803|---------------------------------------------------------------------|
 AV0803| PID    Reference Object                     Distance      Geod. Az  |
 AV0803|                                                           dddmmss.s |
 AV0803| AV0765 GRAND CHENIER CH W MERM FERRY       APPROX. 6.1 KM 0405300.2 |
 AV0803| CV8737 BERRY AZ MK                                        1095933.7 |
 AV0803| AV0749 FRONT                               APPROX.10.0 KM 1124824.6 |
 AV0803| CV8739 BERRY RM 2                           32.392 METERS 27507     |
 AV0803| CV8738 BERRY RM 1                           19.285 METERS 35313     |
 AV0803|---------------------------------------------------------------------|
 AV0803
 AV0803                          SUPERSEDED SURVEY CONTROL
 AV0803
 AV0803  NAD 83(1986)-  29 43 31.76761(N)    093 00 59.55196(W) AD(       ) 2
 AV0803  NAD 27      -  29 43 30.96800(N)    093 00 59.02400(W) AD(       ) 2
 AV0803
 AV0803.Superseded values are not recommended for survey control.
 AV0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0803.See file dsdata.txt to determine how the superseded data were derived.
 AV0803
 AV0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN9840088368(NAD 83)
 AV0803_MARKER: DS = TRIANGULATION STATION DISK
 AV0803_SETTING: 0 = UNSPECIFIED SETTING
 AV0803
 AV0803  HISTORY     - Date     Condition        Report By
 AV0803  HISTORY     - 1932     MONUMENTED       CGS
 AV0803  HISTORY     - 1955     SEE DESCRIPTION  USGS
 AV0803
 AV0803                          STATION DESCRIPTION
 AV0803
 AV0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0803'STATION IS LOCATED AT THE EASTERN END OF HACKBERRY ISLAND ABOUT
 AV0803'5.6 MILES (STATUTE) FROM THE MOUTH OF THE MERMENTAU RIVER (E),
 AV0803'0.1 MILE W OF THE LAST OF THE HACKBERRY BUSHES ON THE ISLAND,
 AV0803'ON A HIGH BEACH, AND 22 METERS FROM THE HIGH-WATER LINE.  THE
 AV0803'SHORE LINE IS RECEDING SLOWLY.
 AV0803'
 AV0803'STATION MARK IS STANDARD DISK SET IN TOP OF A 5-INCH BY
 AV0803'5-FOOT IRON OIL PIPE FILLED WITH CONCRETE AND EXTENDING 1
 AV0803'FOOT ABOVE THE GROUND.
 AV0803'
 AV0803'REFERENCE MARKS ARE STANDARD DISKS SET IN SQUARE BLOCKS OR
 AV0803'POSTS OF CONCRETE.
 AV0803'
 AV0803'REFERENCE MARK NO. 1 IS LOCATED AWAY FROM THE BEACH ON LOW DIRT
 AV0803'RIDGE.
 AV0803'
 AV0803'REFERENCE MARK NO. 2 IS LOCATED ALONG BEACH WESTWARD.
 AV0803'
 AV0803'AN AZIMUTH MARK SIMILAR TO THE STATION MARK WAS ESTABLISHED
 AV0803'TO THE EASTWARD.
 AV0803'
 AV0803'STATION MAY BE REACHED ONLY BY BOAT.
 AV0803'
 AV0803'A 20-FOOT TRIPOD WAS BUILT WHICH WAS SUFFICIENT TO SEE ALL
 AV0803'STATIONS.
 AV0803
 AV0803                          STATION RECOVERY (1955)
 AV0803
 AV0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AV0803'STATION IS NOW ABOUT 600 FEET OUT IN THE GULF.  GULF HAS
 AV0803'CUT SHORE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1903 ***********************************************************************
 CP1903  DESIGNATION -  BERRY BOLT
 CP1903  PID         -  CP1903
 CP1903  STATE/COUNTY-  LA/FRANKLIN
 CP1903  USGS QUAD   -  WINNSBORO (1983)
 CP1903
 CP1903                         *CURRENT SURVEY CONTROL
 CP1903  ___________________________________________________________________
 CP1903* NAD 83(1986)-  32 09 46.     (N)    091 42 20.     (W)     SCALED    
 CP1903* NAVD 88     -        21.90   (+/-2cm)      71.9    (feet)  VERTCON   
 CP1903  ___________________________________________________________________
 CP1903  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP1903
 CP1903  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1903
 CP1903.The horizontal coordinates were scaled from a topographic map and have
 CP1903.an estimated accuracy of +/- 6 seconds.
 CP1903
 CP1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1903.The vertical order pertains to the NGVD 29 superseded value.
 CP1903
 CP1903.The geoid height was determined by GEOID03.
 CP1903
 CP1903;                    North         East    Units  Estimated Accuracy
 CP1903;SPC LA N     -   184,640.    1,074,930.      MT  (+/- 180 meters Scaled)
 CP1903
 CP1903                          SUPERSEDED SURVEY CONTROL
 CP1903
 CP1903  NGVD 29 (??/??/92)   21.914  (m)           71.90   (f) ADJ UNCH    1 2
 CP1903
 CP1903.Superseded values are not recommended for survey control.
 CP1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1903.See file dsdata.txt to determine how the superseded data were derived.
 CP1903
 CP1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR220592(NAD 83)
 CP1903_MARKER: B = BOLT
 CP1903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1903_SP_SET: SLAB
 CP1903_STAMPING: BERRY
 CP1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1903
 CP1903  HISTORY     - Date     Condition        Report By
 CP1903  HISTORY     - UNK      MONUMENTED       DOD
 CP1903  HISTORY     - 1966     GOOD             NGS
 CP1903  HISTORY     - 20050318 GOOD             USPSQD
 CP1903
 CP1903                          STATION DESCRIPTION
 CP1903
 CP1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1903'0.5 MI SE FROM WINNSBORO.
 CP1903'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1903'WINNSBORO, THENCE 0.1 MILE SOUTHEAST ALONG STATE HIGHWAYS 4 AND 864,
 CP1903'IN SECTION 25, T 14 N, R 7 E, ON PROPERTY BELONGING TO MR. RUDOLPH
 CP1903'MCINTYLE, 126 FEET WEST OF THE NORTHWEST CORNER OF THE MCINTYLE
 CP1903'RESIDENCE WHICH IS BRICK, 77 FEET EAST OF THE CENTER LINE OF THE
 CP1903'HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 45
 CP1903'FEET NORTHEAST OF A POWER POLE BRACED BY 2 GUY WIRES, ABOUT 2 FEET
 CP1903'ABOVE THE LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A
 CP1903'CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD
 CP1903'THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 INCH.
 CP1903
 CP1903                          STATION RECOVERY (2005)
 CP1903
 CP1903'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1903'BERRY CAP IS NOW FLUSH WITH THE GROUND AND THE PRIVATE DRIVE TO THE
 CP1903'NORTH IS NOW AN ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1902 ***********************************************************************
 CP1902  DESIGNATION -  BERRY CAP
 CP1902  PID         -  CP1902
 CP1902  STATE/COUNTY-  LA/FRANKLIN
 CP1902  USGS QUAD   -  WINNSBORO (1983)
 CP1902
 CP1902                         *CURRENT SURVEY CONTROL
 CP1902  ___________________________________________________________________
 CP1902* NAD 83(1986)-  32 09 46.     (N)    091 42 20.     (W)     SCALED    
 CP1902* NAVD 88     -        22.60   (+/-2cm)      74.1    (feet)  VERTCON   
 CP1902  ___________________________________________________________________
 CP1902  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP1902
 CP1902  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1902
 CP1902.The horizontal coordinates were scaled from a topographic map and have
 CP1902.an estimated accuracy of +/- 6 seconds.
 CP1902
 CP1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1902.The vertical order pertains to the NGVD 29 superseded value.
 CP1902
 CP1902.The geoid height was determined by GEOID03.
 CP1902
 CP1902;                    North         East    Units  Estimated Accuracy
 CP1902;SPC LA N     -   184,640.    1,074,930.      MT  (+/- 180 meters Scaled)
 CP1902
 CP1902                          SUPERSEDED SURVEY CONTROL
 CP1902
 CP1902  NGVD 29 (??/??/92)   22.618  (m)           74.21   (f) ADJ UNCH    1 2
 CP1902
 CP1902.Superseded values are not recommended for survey control.
 CP1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1902.See file dsdata.txt to determine how the superseded data were derived.
 CP1902
 CP1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR220592(NAD 83)
 CP1902_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1902_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1902_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1902_STAMPING: BERRY
 CP1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1902
 CP1902  HISTORY     - Date     Condition        Report By
 CP1902  HISTORY     - UNK      MONUMENTED       DOD
 CP1902  HISTORY     - 1966     GOOD             NGS
 CP1902  HISTORY     - 20050318 GOOD             USPSQD
 CP1902
 CP1902                          STATION DESCRIPTION
 CP1902
 CP1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1902'0.5 MI SE FROM WINNSBORO.
 CP1902'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1902'WINNSBORO, THENCE 0.1 MILE SOUTHEAST ALONG STATE HIGHWAYS 4 AND 864,
 CP1902'IN SECTION 25, T 14 N, R 7 E, ON PROPERTY BELONGING TO MR. RUDOLPH
 CP1902'MCINTYLE, 126 FEET WEST OF THE NORTHWEST CORNER OF THE MCINTYLE
 CP1902'RESIDENCE WHICH IS BRICK, 77 FEET EAST OF THE CENTER LINE OF THE
 CP1902'HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 45
 CP1902'FEET NORTHEAST OF A POWER POLE BRACED BY 2 GUY WIRES, ABOUT 2 FEET
 CP1902'ABOVE THE LEVEL OF THE ROAD, A 3-INCH IRON PIPE BEARING A BRASS CAP
 CP1902'AND PROJECTING 1 INCH.
 CP1902
 CP1902                          STATION RECOVERY (2005)
 CP1902
 CP1902'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1902'CAP IS NOW FLUSH WITH THE GROUND AND THE PRIVATE DRIVE TO THE NORTH IS
 CP1902'NOW AN ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0134 ***********************************************************************
 BK0134  DESIGNATION -  BERTRAND
 BK0134  PID         -  BK0134
 BK0134  STATE/COUNTY-  LA/ST LANDRY
 BK0134  USGS QUAD   -  LAWTELL (1983)
 BK0134
 BK0134                         *CURRENT SURVEY CONTROL
 BK0134  ___________________________________________________________________
 BK0134* NAD 83(1992)-  30 34 27.65568(N)    092 12 08.11883(W)     ADJUSTED  
 BK0134* NAVD 88     -        20.12   (+/-2cm)      66.0    (feet)  VERTCON   
 BK0134  ___________________________________________________________________
 BK0134  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK0134  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0134
 BK0134  HORZ ORDER  -  FIRST
 BK0134  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0134
 BK0134.The horizontal coordinates were established by classical geodetic methods
 BK0134.and adjusted by the National Geodetic Survey in January 1993..
 BK0134
 BK0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0134.The vertical order pertains to the NGVD 29 superseded value.
 BK0134
 BK0134.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0134
 BK0134.The geoid height was determined by GEOID03.
 BK0134
 BK0134;                    North         East     Units Scale Factor Converg.
 BK0134;SPC LA S     -   230,249.519   916,650.768   MT  0.99997569   -0 26 04.1
 BK0134;SPC LA S     -   755,410.30  3,007,378.39   sFT  0.99997569   -0 26 04.1
 BK0134;UTM  15      - 3,382,701.528   576,494.924   MT  0.99967218   +0 24 20.9
 BK0134
 BK0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0134!SPC LA S     -   1.00000113  x   0.99997569  =   0.99997682
 BK0134!UTM  15      -   1.00000113  x   0.99967218  =   0.99967331
 BK0134
 BK0134:                Primary Azimuth Mark                     Grid Az
 BK0134:SPC LA S     -  BERTRAND AZ MK                           016 49 25.7
 BK0134:UTM  15      -  BERTRAND AZ MK                           015 59 00.7
 BK0134
 BK0134|---------------------------------------------------------------------|
 BK0134| PID    Reference Object                     Distance      Geod. Az  |
 BK0134|                                                           dddmmss.s |
 BK0134| BK0135 BERTRAND AZ MK                                     0162321.6 |
 BK0134| BK2635 OPELOUSAS MUN TANK                  APPROX.12.2 KM 1112944.3 |
 BK0134| BK2634 ST LANDRY PARISH CTHSE CUP          APPROX.12.3 KM 1113150.3 |
 BK0134| BK0139 BERTRAND RM 3                        16.866 METERS 14126     |
 BK0134| BK0138 BERTRAND RM 1                        48.640 METERS 21514     |
 BK0134| CV9655 BERTRAND RM 1 RESET                  52.913 METERS 21655     |
 BK0134| BK2643 VILLE PLATTE WATER TANK             APPROX.14.3 KM 3304708.5 |
 BK0134| CV9656 BERTRAND RM 2 RESET                  45.321 METERS 33930     |
 BK0134| BK0137 BERTRAND RM 2                        43.913 METERS 34210     |
 BK0134|---------------------------------------------------------------------|
 BK0134
 BK0134                          SUPERSEDED SURVEY CONTROL
 BK0134
 BK0134  NAD 83(1986)-  30 34 27.67567(N)    092 12 08.11312(W) AD(       ) 1
 BK0134  NAD 27      -  30 34 26.96773(N)    092 12 07.66749(W) AD(       ) 1
 BK0134  NGVD 29 (??/??/??)   20.086  (m)           65.90   (f) ADJUSTED    2 1
 BK0134
 BK0134.Superseded values are not recommended for survey control.
 BK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0134.See file dsdata.txt to determine how the superseded data were derived.
 BK0134
 BK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7649582702(NAD 83)
 BK0134_MARKER: DS = TRIANGULATION STATION DISK
 BK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0134_STAMPING: BERTRAND 1935
 BK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0134+STABILITY: SURFACE MOTION
 BK0134
 BK0134  HISTORY     - Date     Condition        Report By
 BK0134  HISTORY     - 1935     MONUMENTED       CGS
 BK0134  HISTORY     - 1960     GOOD             CGS
 BK0134  HISTORY     - 1969     GOOD             CGS
 BK0134  HISTORY     - 1973     GOOD             NGS
 BK0134  HISTORY     - 1973     GOOD             LADTD
 BK0134
 BK0134                          STATION DESCRIPTION
 BK0134
 BK0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK0134'ABOUT 8 MILES WNW OF OPELOUSAS, ABOUT 6 MILES E OF CHATAIGNIER,
 BK0134'ABOUT 0.3 MILE S OF THE VILLAGE OF PRAIRIE RONDE, AT THE
 BK0134'SW CORNER OF THE PASTURE ON THE FARM BELONGING TO THE BERTRAND
 BK0134'ESTATE AND OCCUPIED BY MARTIN BERTRAND, ABOUT 410 FEET W
 BK0134'OF THE HOUSE, 215 FEET S OF THE CENTER LINE OF THE LANE
 BK0134'LEADING TO THE HOUSE, 274 FEET SW OF THE SW CORNER OF THE
 BK0134'BARN LOT, 175 FEET W OF THE SW CORNER OF THE DUCK POND, 42
 BK0134'FEET E OF THE CENTER LINE OF THE N-S GRAVEL ROAD, 14 FEET
 BK0134'E OF THE W PASTURE (RIGHT-OF-WAY) FENCE, 19 FEET N OF THE
 BK0134'S PASTURE FENCE, AND 22 FEET NE OF THE SW CORNER POST OF
 BK0134'THE PASTURE.  THE STATION IS MARKED BY STANDARD BRONZE
 BK0134'DISKS SET IN CONCRETE.  THE
 BK0134'MARK IS SET FLUSH WITH THE SURFACE.
 BK0134'
 BK0134'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK0134'PROJECTS 4 INCHES AND IS ON THE
 BK0134'RIGHT-OF-WAY FENCE LINE, 26 FEET W OF THE CENTER LINE OF THE
 BK0134'ROAD, AND 159.58 FEET (48.64 METERS) FROM THE STATION
 BK0134'S 35 DEG 14 MIN W.
 BK0134'
 BK0134'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK0134'PROJECTS 4 INCHES AND IS ON THE
 BK0134'RIGHT-OF-WAY FENCE LINE, 26 FEET W OF THE CENTER LINE OF
 BK0134'THE ROAD, 271.76 FEET (82.83 METERS) N OF REFERENCE MARK
 BK0134'NO. 1, AND 144.07 FEET (43.91 METERS) FROM THE STATION
 BK0134'N 17 DEG 50 MIN W.
 BK0134'
 BK0134'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK0134'PROJECTS 5 INCHES AND IS ON THE
 BK0134'RIGHT-OF-WAY FENCE LINE, 25 FEET S OF THE CENTER LINE OF
 BK0134'THE E-W GRAVEL ROAD, ABOUT 180 FEET E OF THE CORNER POST,
 BK0134'ABOUT 210 FEET E OF THE CENTER LINE OF THE N-S GRAVEL ROAD,
 BK0134'AND APPROXIMATELY 0.3 MILE FROM THE STATION N 16 DEG 23 MIN E.
 BK0134
 BK0134                          STATION RECOVERY (1960)
 BK0134
 BK0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK0134'THE STATION WAS VISITED 11-19-59 AND THE STATION MARK, AZIMUTH
 BK0134'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 BK0134'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK0134'
 BK0134'THE STATION IS LOCATED ABOUT 1.25 MILES WEST-SOUTHWEST OF
 BK0134'THE SCARED HEART CHURCH IN PRAIRIE RONDE, ABOUT 4.0 MILES
 BK0134'NORTH-NORTHWEST OF LAWTELL, 8.5 MILES NORTHWEST OF OPELOUSAS
 BK0134'AND 0.35 MILES SOUTH OF THE CROSSROAD IN PRAIRIE RONDE,
 BK0134'ON THE EAST SIDE OF STATE HIGHWAY 103, IN THE SOUTHWEST
 BK0134'CORNER OF A PASTURE LOT OWNED BY MARTIN BERTRAND.  IT IS
 BK0134'410 FEET WEST OF THE BERTRAND HOUSE, 274 FEET SOUTHWEST OF
 BK0134'THE SOUTHWEST CORNER OF THE BARN LOT, 175 FEET WEST OF THE
 BK0134'SOUTHWEST CORNER OF A SMALL POND IN THE PASTURE, 223 FEET
 BK0134'SOUTH OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 43 FEET
 BK0134'EAST OF THE CENTER OF STATE HIGHWAY 103, 19 FEET EAST OF
 BK0134'A FENCE LINE AND A METAL WITNESS POST, 25 FEET NORTHEAST
 BK0134'OF A FENCE CORNER, AND 20 FEET NORTH OF THE SOUTH FENCE
 BK0134'LINE OF THE PASTURE.  IT IS A STANDARD DISK, STAMPED
 BK0134'BERTRAND 1935, FLUSH WITH THE GROUND.
 BK0134'
 BK0134'REFERENCE MARK NO. 1 IS 159.58 FEET SOUTHWEST OF THE STATION,
 BK0134'25 FEET WEST OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF
 BK0134'A METAL WITNESS POST, 57 FEET SOUTH OF A POWER POLE ON THE
 BK0134'WEST SIDE OF THE HIGHWAY AND 1 FOOT EAST OF A FENCE LINE.
 BK0134'IT IS A STANDARD DISK, STAMPED BERTRAND NO 1 1935, FLUSH
 BK0134'WITH THE GROUND.
 BK0134'
 BK0134'REFERENCE MARK NO. 2 IS 144.07 FEET NORTH-NORTHWEST OF THE
 BK0134'STATION, 25 FEET WEST OF THE CENTER OF THE HIGHWAY, 94 FEET
 BK0134'SOUTH OF THE PROJECTED CENTERLINE OF THE DRIVEWAY TO THE
 BK0134'BERTRAND HOUSE, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT WEST
 BK0134'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK0134'BERTRAND NO 2 1935, FLUSH WITH THE GROUND.
 BK0134'
 BK0134'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 271.76
 BK0134'FEET.
 BK0134'
 BK0134'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, 210 FEET
 BK0134'EAST OF THE CENTER OF STATE HIGHWAY 103, 25 FEET SOUTH OF THE
 BK0134'CENTERLINE OF STATE HIGHWAY 104, 184 FEET EAST OF A FENCE
 BK0134'CORNER AT THE NORTHWEST CORNER OF A FIELD, 1 FOOT NORTH
 BK0134'OF A FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BK0134'IT IS A STANDARD DISK, STAMPED BERTRAND AZI 1935, FLUSH
 BK0134'WITH THE GROUND.
 BK0134'
 BK0134'TO REACH THE MARK FROM THE COURTHOUSE IN OPELOUSAS GO WEST
 BK0134'ON U.S. HIGHWAY 190 FOR 1.2 MILES TO THE JUNCTION WITH STATE
 BK0134'HIGHWAY 104, TURN RIGHT AND GO WEST AND NORTH WEST ON STATE
 BK0134'HIGHWAY 104 FOR 7.3 MILES TO THE AZIMUTH MARK ON THE LEFT,
 BK0134'CONTINUE WEST FOR ABOUT 200 FEET TO THE JUNCTION WITH STATE
 BK0134'HIGHWAY 103, TURN LEFT AND GO SOUTH FOR 0.35 MILE TO THE
 BK0134'STATION ON THE LEFT.
 BK0134
 BK0134                          STATION RECOVERY (1969)
 BK0134
 BK0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK0134'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARKS 1
 BK0134'AND 2 HAVE BEEN RESET AND THE AZIMUTH MARK IS IN THE EDGE OF A ROAD
 BK0134'DITCH WITH THE NORTH SIDE EXPOSED BUT STILL SOLID.  A REFERENCE
 BK0134'MARK 3 WAS ESTABLISHED AT THIS TIME DUE TO THE STATION MARK BEING TOO
 BK0134'CLOSE TO THE ROAD AND AN UNSUITABLE LOCATION FOR A TOWER.
 BK0134'
 BK0134'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF EUNICE, 9 MILES
 BK0134'SOUTHEAST OF VILLE PLATTE, 7-1/2 MILES NORTHWEST OF OPELOUSAS, 4
 BK0134'MILES NORTH OF LAWTELL AND ON THE PROPERTY OF MRS. MARTIN BERTRAND.
 BK0134'
 BK0134'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 BK0134'SQUARE IN OPELOUSAS GO WEST ON U. S. HIGHWAY 190 FOR 1.3 MILES TO A
 BK0134'SIDE ROAD ON THE RIGHT, STATE HIGHWAY 104, TURN RIGHT THEN LEFT AND
 BK0134'GO NORTHWESTERLY ON STATE HIGHWAY 104 FOR 3.8 MILES TO A SIDE ROAD
 BK0134'ON THE LEFT AT A POINT WHERE THE HIGHWAY TURNS SHARP TO THE RIGHT.
 BK0134'CONTINUE NORTHWESTERLY ON STATE HIGHWAY 104 FOR 2.95 MILES TO
 BK0134'STATE HIGHWAY 3043 ON THE RIGHT AND A BRICK CHURCH ON THE LEFT,
 BK0134'CONTINUE NORTHWEST ON STATE HIGHWAY 104 FOR 0.7 MILE TO THE
 BK0134'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHWEST FOR 0.05 MILE TO A T
 BK0134'ROAD, STATE HIGHWAY 103, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 103
 BK0134'FOR 0.15 MILE TO AZIMUTH MARK NUMBER 2 ON THE RIGHT, CONTINUE
 BK0134'SOUTH ON STATE HIGHWAY 103 FOR 0.15 MILE TO THE STATION ON THE
 BK0134'LEFT.
 BK0134'
 BK0134'STATION MARK IS A STANDARD DISK, STAMPED BERTRAND 1935, SET IN THE
 BK0134'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 38.1 FEET
 BK0134'EAST OF THE CENTER LINE OF STATE HIGHWAY 103, 19.5 FEET NORTH OF A
 BK0134'FENCE CORNER POST, 2.6 FEET EAST OF THE FENCE AND 1.2 FEET NORTH
 BK0134'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK0134'
 BK0134'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BERTRAND NO 1 1935, SET
 BK0134'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT
 BK0134'IS 67 FEET SOUTH OF A POWER LINE POLE, 40 FEET WEST OF THE CENTER OF
 BK0134'THE HIGHWAY, 4 FEET WEST OF A FENCE AND 3.2 FEET WEST OF A METAL
 BK0134'WITNESS POST WITH A SIGN ATTACHED.
 BK0134'
 BK0134'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BERTRAND NO 2 1935 SET
 BK0134'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT
 BK0134'IS 217 FEET NORTH OF THE POWER LINE POLE, 146 FEET SOUTH OF A FENCE
 BK0134'CORNER AND ANOTHER POLE, 38 FEET WEST OF THE CENTER LINE OF THE
 BK0134'HIGHWAY, 2.5 FEET WEST OF THE FENCE AND 2 FEET WEST OF A METAL
 BK0134'WITNESS POST WITH SIGN ATTACHED.
 BK0134'
 BK0134'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BERTRAND 1935 NO 3
 BK0134'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK0134'18 INCHES UNDERGROUND.  IT IS 126.5 FEET NORTHEAST OF A POWER LINE
 BK0134'POLE, 76 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 56.5 FEET
 BK0134'SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, 45 FEET
 BK0134'EAST OF A FENCE AND 13.2 FEET SOUTH OF A FENCE.
 BK0134'
 BK0134'AZIMUTH MARK NO 2 IS A STANDARD DISK, STAMPED BERTRAND 1935 NO 2
 BK0134'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK0134'PROJECTS 2 INCHES.  IT IS 35.4 FEET WEST OF THE CENTER LINE OF
 BK0134'STATE HIGHWAY 103, 18 FEET SOUTH OF A CORNER FENCE POST, 1.8 FEET
 BK0134'SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK0134'
 BK0134'AZIMUTH MARK IS A STANDARD DISK, STAMPED BERTRAND 1935, SET IN THE
 BK0134'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS
 BK0134'EXPOSED ON THE NORTH SIDE.  IT IS 25 FEET SOUTH OF THE CENTER LINE
 BK0134'OF STATE HIGHWAY 104, 1 FOOT EAST OF A METAL WITNESS POST WITH A
 BK0134'SIGN ATTACHED AND IN A FENCE LINE.
 BK0134'
 BK0134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 BK0134'LAWTELL.
 BK0134'
 BK0134'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK0134
 BK0134                          STATION RECOVERY (1973)
 BK0134
 BK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AGQ)
 BK0134'THIS STATION IS IN SECTION 86, T - 6 S, R - 3 E.
 BK0134'
 BK0134'THE STATION WAS VISITED JUNE 1, 1973 AND THE REFERENCE MARKERS
 BK0134'NO. 1, NO. 2, AND NO. 3 AZIMUTH MARKERS 1935 AND 1969 WERE
 BK0134'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK0134'
 BK0134'THE STATION IS LOCATED ABOUT 1.25 MILES WEST-SOUTHWEST OF
 BK0134'THE SACRED HEART CHURCH IN PRAIRIE RONDE AND ABOUT 4.0 MILES
 BK0134'NORTH-NORTHWEST OF LAWTELL ON LOUISIANA HIGHWAY 103 ON PROPERTY
 BK0134'OWNED BY MARTIN BERTRAND.  IT IS 410 FEET WEST OF THE BERTRAND
 BK0134'HOUSE.  274 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BK0134'BARN LOT.  38.1 FEET EAST OF THE CENTERLINE OF LOUISIANA
 BK0134'HIGHWAY 103.  19.5 FEET NORTH OF A FENCE CORNER FLUSH WITH
 BK0134'THE GROUND.
 BK0134'
 BK0134'REFERENCE MARK NO. 1 IS 159.6 FEET SOUTHWEST OF THE STATION.
 BK0134'40 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.
 BK0134'67 FEET SOUTH OF A POWER POLE.  4 FEET WEST OF A BARBED
 BK0134'WIRE FENCE.  3.2 FEET WEST OF A METAL POST FLUSH WITH THE
 BK0134'GROUND.  IT IS A STANDARD DISC STAMPED BERTRAND NO. 1 1935
 BK0134'FLUSH WITH THE GROUND.
 BK0134'
 BK0134'REFERENCE MARK NO. 2 IS 144.1 FEET NORTH-NORTHWEST OF THE
 BK0134'STATION.  38 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BK0134'103.  146 FEET SOUTH OF A FENCE CORNER.  217 FEET NORTH
 BK0134'OF A POWER POLE.  2 FEET WEST OF A STEEL WITNESS POST.  IT
 BK0134'IS A STANDARD DISC STAMPED BERTRAND NO. 2 1935 FLUSH WITH
 BK0134'THE GROUND.  THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 BK0134'NO. 2 IS 271.8 FEET.
 BK0134'
 BK0134'REFERENCE MARK NO. 3 IS 55.5 FEET SOUTHEAST OF THE STATION.
 BK0134'80 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BK0134'103.  45 FEET NORTHEAST OF A BARBED WIRE FENCE.  13.5 FEET
 BK0134'SOUTH OF A STEEL WITNESS POST.  THIS MARKER IS ABOUT 18
 BK0134'INCHES BELOW THE GROUND.
 BK0134'
 BK0134'THE AZIMUTH MARK IS 0.35 MILES NORTH OF THE STATION.  210
 BK0134'FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  25
 BK0134'FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 104.  1
 BK0134'FOOT EAST OF A STEEL WITNESS POST.  THIS MARKER IS EXPOSED
 BK0134'ON THE NORTH SIDE.  IT IS STAMPED BERTRAND AZIMUTH 1935.
 BK0134'
 BK0134'THE AZIMUTH MARK NO. 2 1935 AND 1969 IS 35 FEET WEST OF THE
 BK0134'CENTERLINE OF LOUISIANA HIGHWAY 103.  19 FEET SOUTH OF A
 BK0134'FENCE CORNER.  82 FEET SOUTH OF A TELEPHONE POLE.  1 FOOT
 BK0134'EAST OF A MESH AND BARBED WIRE FENCE.  1 FOOT SOUTH OF A
 BK0134'STEEL WITNESS POST FLUSH WITH THE GROUND.
 BK0134'
 BK0134'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL ABOUT 0.25 MILES
 BK0134'NORTH ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF
 BK0134'THE WESTBOUND ROADWAY OF U.S. HIGHWAY 190.  THENCE ABOUT
 BK0134'1.5 MILES WEST ALONG U.S. HIGHWAY 190 TO THE INTERSECTION
 BK0134'OF LOUISIANA HIGHWAY 103 LEADING NORTH.  THENCE ABOUT 4.6
 BK0134'MILES NORTH ALONG LOUISIANA HIGHWAY 103 TO THE STATION.
 BK0134'
 BK0134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.15 MILES
 BK0134'NORTHWEST
 BK0134
 BK0134                          STATION RECOVERY (1973)
 BK0134
 BK0134'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0134'6.15 MI NW FROM LAWTELL.
 BK0134'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0134'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WESTBOUND
 BK0134'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.5 MILES WEST ALONG US
 BK0134'HIGHWAY 190 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103 LEADING
 BK0134'NORTH.  THENCE ABOUT 4.4 MILES NORTH ALONG LOUISIANA HIGHWAY 103. 38.1
 BK0134'FEET EAST OF THE CENTERLINE ALONG LOUISIANA HIGHWAY 103.  19.5 FEET
 BK0134'NORTH OF A FENCE CORNER.  2.6 FEET EAST OF A MESH AND BARBED WIRE
 BK0134'FENCE.  1.2 FEET NORTH OF A STEEL WITNESS POST.  DISK IN THE TOP OF A
 BK0134'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0135 ***********************************************************************
 BK0135  DESIGNATION -  BERTRAND AZ MK
 BK0135  PID         -  BK0135
 BK0135  STATE/COUNTY-  LA/ST LANDRY
 BK0135  USGS QUAD   -  LAWTELL (1983)
 BK0135
 BK0135                         *CURRENT SURVEY CONTROL
 BK0135  ___________________________________________________________________
 BK0135* NAD 83(1986)-  30 34 43.     (N)    092 12 02.     (W)     SCALED    
 BK0135* NAVD 88     -        20.13   (+/-2cm)      66.0    (feet)  VERTCON   
 BK0135  ___________________________________________________________________
 BK0135  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0135
 BK0135  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0135
 BK0135.The horizontal coordinates were scaled from a topographic map and have
 BK0135.an estimated accuracy of +/- 6 seconds.
 BK0135
 BK0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0135.The vertical order pertains to the NGVD 29 superseded value.
 BK0135
 BK0135.The geoid height was determined by GEOID03.
 BK0135
 BK0135;                    North         East    Units  Estimated Accuracy
 BK0135;SPC LA S     -   230,720.      916,820.      MT  (+/- 180 meters Scaled)
 BK0135
 BK0135                          SUPERSEDED SURVEY CONTROL
 BK0135
 BK0135  NGVD 29 (??/??/??)   20.089  (m)           65.91   (f) ADJUSTED    2 1
 BK0135
 BK0135.Superseded values are not recommended for survey control.
 BK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0135.See file dsdata.txt to determine how the superseded data were derived.
 BK0135
 BK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP766831(NAD 83)
 BK0135_MARKER: DZ = AZIMUTH MARK DISK
 BK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0135_STAMPING: BERTRAND 1935
 BK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0135+STABILITY: SURFACE MOTION
 BK0135
 BK0135  HISTORY     - Date     Condition        Report By
 BK0135  HISTORY     - 1935     MONUMENTED       CGS
 BK0135  HISTORY     - 1973     GOOD             LADTD
 BK0135
 BK0135                          STATION DESCRIPTION
 BK0135
 BK0135'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0135'6.45 MI NW FROM LAWTELL.
 BK0135'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0135'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WEST BOUND
 BK0135'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.50 MILES WEST ALONG US
 BK0135'HIGHWAY 190 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103 LEADING
 BK0135'NORTH.  THENCE ABOUT 4.7 MILES NORTH ALONG LOUISIANA HIGHWAY 103.  25
 BK0135'FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 104.  212 FEET EAST
 BK0135'OF THE INTERSECTION OF LOUISIANA HIGHWAY 103 AND 104.  1.0 FOOT EAST
 BK0135'OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BK0135'PROJECTING 2 INCHES ABOVE THE GROUND.  SECTION 86, T 5 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0136 ***********************************************************************
 BK0136  DESIGNATION -  BERTRAND AZ MK 2
 BK0136  PID         -  BK0136
 BK0136  STATE/COUNTY-  LA/ST LANDRY
 BK0136  USGS QUAD   -  LAWTELL (1983)
 BK0136
 BK0136                         *CURRENT SURVEY CONTROL
 BK0136  ___________________________________________________________________
 BK0136* NAD 83(1986)-  30 34 38.     (N)    092 12 07.     (W)     SCALED    
 BK0136* NAVD 88     -        20.37   (+/-2cm)      66.8    (feet)  VERTCON   
 BK0136  ___________________________________________________________________
 BK0136  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0136
 BK0136  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0136
 BK0136.The horizontal coordinates were scaled from a topographic map and have
 BK0136.an estimated accuracy of +/- 6 seconds.
 BK0136
 BK0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0136.The vertical order pertains to the NGVD 29 superseded value.
 BK0136
 BK0136.The geoid height was determined by GEOID03.
 BK0136
 BK0136;                    North         East    Units  Estimated Accuracy
 BK0136;SPC LA S     -   230,570.      916,680.      MT  (+/- 180 meters Scaled)
 BK0136
 BK0136                          SUPERSEDED SURVEY CONTROL
 BK0136
 BK0136  NGVD 29 (??/??/??)   20.334  (m)           66.71   (f) ADJUSTED    2 1
 BK0136
 BK0136.Superseded values are not recommended for survey control.
 BK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0136.See file dsdata.txt to determine how the superseded data were derived.
 BK0136
 BK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP765830(NAD 83)
 BK0136_MARKER: DZ = AZIMUTH MARK DISK
 BK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0136_STAMPING: BERTRAND AZIMUTH NO. 2 1969
 BK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0136+STABILITY: SURFACE MOTION
 BK0136
 BK0136  HISTORY     - Date     Condition        Report By
 BK0136  HISTORY     - 1969     MONUMENTED       CGS
 BK0136  HISTORY     - 1973     GOOD             LADTD
 BK0136
 BK0136                          STATION DESCRIPTION
 BK0136
 BK0136'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0136'6.35 MI NW FROM LAWTELL.
 BK0136'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0136'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WESTBOUND
 BK0136'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.50 MILES WEST ALONG US
 BK0136'HIGHWAY 190 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103 LEADING
 BK0136'NORTH.  THENCE ABOUT 4.6 MILES NORTH ALONG LOUISIANA HIGHWAY 103.  35
 BK0136'FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  19 FEET SOUTH
 BK0136'OF A FENCE CORNER.  82 FEET SOUTH OF A TELEPHONE POLE.  1.0 FOOT EAST
 BK0136'OF A MESH AND BARBED WIRE FENCE.  1.0 FOOT SOUTH OF A STEEL WITNESS
 BK0136'POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK0136'SECTION 84, T 6 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0138 ***********************************************************************
 BK0138  DESIGNATION -  BERTRAND RM 1
 BK0138  PID         -  BK0138
 BK0138  STATE/COUNTY-  LA/ST LANDRY
 BK0138  USGS QUAD   -  LAWTELL (1983)
 BK0138
 BK0138                         *CURRENT SURVEY CONTROL
 BK0138  ___________________________________________________________________
 BK0138* NAD 83(1986)-  30 34 27.     (N)    092 12 07.     (W)     SCALED    
 BK0138* NAVD 88     -        20.19   (+/-2cm)      66.2    (feet)  VERTCON   
 BK0138  ___________________________________________________________________
 BK0138  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0138
 BK0138  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0138
 BK0138.The horizontal coordinates were scaled from a topographic map and have
 BK0138.an estimated accuracy of +/- 6 seconds.
 BK0138
 BK0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0138.The vertical order pertains to the NGVD 29 superseded value.
 BK0138
 BK0138.The geoid height was determined by GEOID03.
 BK0138
 BK0138;                    North         East    Units  Estimated Accuracy
 BK0138;SPC LA S     -   230,230.      916,680.      MT  (+/- 180 meters Scaled)
 BK0138
 BK0138                          SUPERSEDED SURVEY CONTROL
 BK0138
 BK0138  NGVD 29 (??/??/??)   20.151  (m)           66.11   (f) ADJUSTED    2 1
 BK0138
 BK0138.Superseded values are not recommended for survey control.
 BK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0138.See file dsdata.txt to determine how the superseded data were derived.
 BK0138
 BK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP765826(NAD 83)
 BK0138_MARKER: DR = REFERENCE MARK DISK
 BK0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0138_STAMPING: BERTRAND NO. 1 1935
 BK0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0138+STABILITY: SURFACE MOTION
 BK0138
 BK0138  HISTORY     - Date     Condition        Report By
 BK0138  HISTORY     - 1935     MONUMENTED       CGS
 BK0138  HISTORY     - 1973     GOOD             LADTD
 BK0138
 BK0138                          STATION DESCRIPTION
 BK0138
 BK0138'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0138'6.1 MI NW FROM LAWTELL.
 BK0138'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0138'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WEST BOUND
 BK0138'ROADWAY OF US. HIGHWAY 190.  THENCE ABOUT 1.5 MILES WEST ALONG US
 BK0138'HIGHWAY 190 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103 LEADING
 BK0138'NORTH.  THENCE ABOUT 4.35 MILES NORTH ALONG LOUISIANA HIGHWAY 103.
 BK0138'40.0 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  67.0 FEET
 BK0138'SOUTH OF A POWER POLE.  4.0 FEET WEST OF A BARBED WIRE FENCE.  3.2
 BK0138'FEET WEST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BK0138'FLUSH WITH THE GROUND.  SECTION 86, T 6 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0137 ***********************************************************************
 BK0137  DESIGNATION -  BERTRAND RM 2
 BK0137  PID         -  BK0137
 BK0137  STATE/COUNTY-  LA/ST LANDRY
 BK0137  USGS QUAD   -  LAWTELL (1983)
 BK0137
 BK0137                         *CURRENT SURVEY CONTROL
 BK0137  ___________________________________________________________________
 BK0137* NAD 83(1986)-  30 34 27.     (N)    092 12 07.     (W)     SCALED    
 BK0137* NAVD 88     -        20.27   (+/-2cm)      66.5    (feet)  VERTCON   
 BK0137  ___________________________________________________________________
 BK0137  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0137
 BK0137  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0137
 BK0137.The horizontal coordinates were scaled from a topographic map and have
 BK0137.an estimated accuracy of +/- 6 seconds.
 BK0137
 BK0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0137.The vertical order pertains to the NGVD 29 superseded value.
 BK0137
 BK0137.The geoid height was determined by GEOID03.
 BK0137
 BK0137;                    North         East    Units  Estimated Accuracy
 BK0137;SPC LA S     -   230,230.      916,680.      MT  (+/- 180 meters Scaled)
 BK0137
 BK0137                          SUPERSEDED SURVEY CONTROL
 BK0137
 BK0137  NGVD 29 (??/??/??)   20.233  (m)           66.38   (f) ADJUSTED    2 1
 BK0137
 BK0137.Superseded values are not recommended for survey control.
 BK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0137.See file dsdata.txt to determine how the superseded data were derived.
 BK0137
 BK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP765826(NAD 83)
 BK0137_MARKER: DR = REFERENCE MARK DISK
 BK0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0137_STAMPING: BERTRAND NO. 2 1935
 BK0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0137+STABILITY: SURFACE MOTION
 BK0137
 BK0137  HISTORY     - Date     Condition        Report By
 BK0137  HISTORY     - 1935     MONUMENTED       CGS
 BK0137  HISTORY     - 1973     GOOD             LADTD
 BK0137
 BK0137                          STATION DESCRIPTION
 BK0137
 BK0137'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0137'6.2 MI NW FROM LAWTELL.
 BK0137'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0137'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WEST BOUND
 BK0137'ROADWAY OF U. S. HIGHWAY 190.  THENCE ABOUT 1.5 MILES WEST ALONG US.
 BK0137'HIGHWAY 190 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103 LEADING
 BK0137'NORTH.  THENCE ABOUT 4.45 MILES NORTH ALONG LOUISIANA HIGHWAY 103.
 BK0137'38.0 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103. 146.0 FEET
 BK0137'SOUTH OF A FENCE CORNER.  217.0 FEET NORTH OF A POWER POLE. 2.0 FEET
 BK0137'WEST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST
 BK0137'FLUSH WITH THE GROUND.  SECTION 84, T 6 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0139 ***********************************************************************
 BK0139  DESIGNATION -  BERTRAND RM 3
 BK0139  PID         -  BK0139
 BK0139  STATE/COUNTY-  LA/ST LANDRY
 BK0139  USGS QUAD   -  LAWTELL (1983)
 BK0139
 BK0139                         *CURRENT SURVEY CONTROL
 BK0139  ___________________________________________________________________
 BK0139* NAD 83(1992)-  30 34 27.22743(N)    092 12 07.72425(W)     ADJUSTED  
 BK0139* NAVD 88     -        19.69   (+/-2cm)      64.6    (feet)  VERTCON   
 BK0139  ___________________________________________________________________
 BK0139  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK0139  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0139
 BK0139  HORZ ORDER  -  SECOND
 BK0139  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0139
 BK0139.The horizontal coordinates were established by classical geodetic methods
 BK0139.and adjusted by the National Geodetic Survey in January 1993..
 BK0139
 BK0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0139.The vertical order pertains to the NGVD 29 superseded value.
 BK0139
 BK0139.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0139
 BK0139.The geoid height was determined by GEOID03.
 BK0139
 BK0139;                    North         East     Units Scale Factor Converg.
 BK0139;SPC LA S     -   230,236.252   916,661.181   MT  0.99997566   -0 26 03.9
 BK0139;SPC LA S     -   755,366.77  3,007,412.56   sFT  0.99997566   -0 26 03.9
 BK0139;UTM  15      - 3,382,688.419   576,505.528   MT  0.99967220   +0 24 21.1
 BK0139
 BK0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0139!SPC LA S     -   1.00000120  x   0.99997566  =   0.99997686
 BK0139!UTM  15      -   1.00000120  x   0.99967220  =   0.99967340
 BK0139
 BK0139:                Primary Azimuth Mark                     Grid Az
 BK0139:SPC LA S     -  BERTRAND AZ MK 2                         004 15 25.0
 BK0139:UTM  15      -  BERTRAND AZ MK 2                         003 25 00.0
 BK0139
 BK0139|---------------------------------------------------------------------|
 BK0139| PID    Reference Object                     Distance      Geod. Az  |
 BK0139|                                                           dddmmss.s |
 BK0139| BK0136 BERTRAND AZ MK 2                                   0034921.1 |
 BK0139| CV9655 BERTRAND RM 1 RESET                  51.325 METERS 23528     |
 BK0139| BK0134 BERTRAND                             16.866 METERS 32126     |
 BK0139| CV9656 BERTRAND RM 2 RESET                  61.551 METERS 33437     |
 BK0139|---------------------------------------------------------------------|
 BK0139
 BK0139                          SUPERSEDED SURVEY CONTROL
 BK0139
 BK0139  NAD 83(1986)-  30 34 27.24743(N)    092 12 07.71855(W) AD(       ) 2
 BK0139  NAD 27      -  30 34 26.53947(N)    092 12 07.27292(W) AD(       ) 2
 BK0139  NGVD 29 (??/??/??)   19.650  (m)           64.47   (f) ADJUSTED    2 1
 BK0139
 BK0139.Superseded values are not recommended for survey control.
 BK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0139.See file dsdata.txt to determine how the superseded data were derived.
 BK0139
 BK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7650682688(NAD 83)
 BK0139_MARKER: DR = REFERENCE MARK DISK
 BK0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0139_STAMPING: BERTRAND NO. 3 1935
 BK0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0139+STABILITY: SURFACE MOTION
 BK0139
 BK0139  HISTORY     - Date     Condition        Report By
 BK0139  HISTORY     - 1969     MONUMENTED       CGS
 BK0139  HISTORY     - 1973     GOOD             LADTD
 BK0139
 BK0139                          STATION DESCRIPTION
 BK0139
 BK0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK0139'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF EUNICE, 9 MILES
 BK0139'SOUTHEAST OF VILLE PLATTE, 7-1/2 MILES NORTHWEST OF OPELOUSAS, 4
 BK0139'MILES NORTH OF LAWTELL AND ON THE PROPERTY OF MRS. MARTIN BERTRAND.
 BK0139'
 BK0139'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 BK0139'SQUARE IN OPELOUSAS GO WEST ON U. S. HIGHWAY 190 FOR 1.3 MILES TO A
 BK0139'SIDE ROAD ON THE RIGHT, STATE HIGHWAY 104, TURN RIGHT THEN LEFT AND
 BK0139'GO NORTH WESTERLY ON STATE HIGHWAY 104 FOR 3.8 MILES TO A SIDE ROAD
 BK0139'ON THE LEFT AT A POINT WHERE THE HIGHWAY TURNS SHARP TO THE RIGHT.
 BK0139'CONTINUE NORTHWEST ON STATE HIGHWAY 104 FOR 2.95 MILES TO
 BK0139'STATE HIGHWAY 3043 ON THE RIGHT AND A BRICK CHURCH ON THE
 BK0139'LEFT, CONTINUE NORTHWEST ON STATE HIGHWAY FOR 0.7 MILE TO THE
 BK0139'AZIMUTH MARK FOR BERTRAND 1935 ON THE LEFT, CONTINUE ON THE
 BK0139'PAVED ROAD FOR 0.05 MILE TO A T ROAD, STATE HIGHWAY 103, TURN LEFT
 BK0139'AND GO SOUTH ON STATE HIGHWAY 103 FOR 0.15 MILE TO AZIMUTH
 BK0139'MARK NUMBER 2 ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 103
 BK0139'FOR 0.15 MILE TO THE STATION ON THE LEFT.
 BK0139'
 BK0139'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED BERTRAND 1935
 BK0139'NO 3 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK0139'THAT IS 18 INCHES UNDERGROUND.  IT IS 126.5 FEET NORTHEAST OF A
 BK0139'POWER LINE POLE, 76 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 BK0139'103, 56.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 BK0139'45 FEET EAST OF A FENCE, AND 13.2 FEET SOUTH OF A FENCE.
 BK0139'
 BK0139'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BERTRAND NO 1 1935, SET
 BK0139'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT
 BK0139'IS 67 FEET SOUTH OF THE POWER LINE POLE, 40 FEET WEST OF THE
 BK0139'CENTERLINE OF THE HIGHWAY, 4 FEET WEST OF A FENCE AND 3.2 FEET
 BK0139'WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK0139'
 BK0139'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BERTRAND NO 2 1935,
 BK0139'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 BK0139'IT IS 217 FEET NORTH OF THE POWER LINE POLE, 146 FEET SOUTH OF A
 BK0139'FENCE CORNER AND ANOTHER POLE, 38 FEET WEST OF THE CENTER LINE OF
 BK0139'THE HIGHWAY, 2.5 FEET WEST OF THE FENCE AND 2 FEET WEST OF A METAL
 BK0139'WITNESS POST WITH SIGN ATTACHED.
 BK0139'
 BK0139'AZIMUTH MARK IS A STANDARD DISK, STAMPED BERTRAND 1935 NO 2 1969,
 BK0139'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK0139'PROJECTS 2 INCHES.  IT IS 35.4 FEET WEST OF THE CENTER LINE OF
 BK0139'STATE HIGHWAY 103, 18 FEET SOUTH OF A CORNER FENCE POST, 1.8 FEET
 BK0139'SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK0139'
 BK0139'BERTRAND 1935 IS A STANDARD DISK, STAMPED BERTRAND 1935, SET IN THE
 BK0139'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 38.1 FEET
 BK0139'EAST OF THE CENTER LINE OF STATE HIGHWAY 103, 19.5 FEET NORTH OF A
 BK0139'CORNER FENCE POST, 2.6 FEET EAST OF A FENCE AND 1.2 FEET NORTH OF
 BK0139'A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK0139'
 BK0139'HEIGHT OF LIGHT ABOVE STATION MARK 30.73 METERS.
 BK0139
 BK0139                          STATION RECOVERY (1973)
 BK0139
 BK0139'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0139'6.15 MI NW FROM LAWTELL.
 BK0139'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0139'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WEST BOUND
 BK0139'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.5 MILES WEST ALONG US
 BK0139'HIGHWAY 190 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103 LEADING
 BK0139'NORTH.  THENCE ABOUT 4.4 MILES NORTH ALONG LOUISIANA HIGHWAY 103. 80.0
 BK0139'FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  45.0 FEET
 BK0139'NORTHEAST OF A BARBED WIRE FENCE.  13.5 FEET SOUTH OF A STEEL WITNESS
 BK0139'POST.  55.5 FEET SOUTHEAST OF BERTRAND TRIANGULATION STATION. DISK IN
 BK0139'THE TOP OF A CONCRETE POST 18 INCHES BELOW THE GROUND. SECTION 86, T 6
 BK0139'S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0932 ***********************************************************************
 AV0932  DESIGNATION -  BERWICK
 AV0932  PID         -  AV0932
 AV0932  STATE/COUNTY-  LA/CAMERON
 AV0932  USGS QUAD   -  WEST OF JOHNSON BAYOU (1993)
 AV0932
 AV0932                         *CURRENT SURVEY CONTROL
 AV0932  ___________________________________________________________________
 AV0932* NAD 83(1992)-  29 48 32.69515(N)    093 52 24.49375(W)     ADJUSTED  
 AV0932* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0932  ___________________________________________________________________
 AV0932  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0932  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AV0932
 AV0932  HORZ ORDER  -  SECOND
 AV0932
 AV0932.The horizontal coordinates were established by classical geodetic methods
 AV0932.and adjusted by the National Geodetic Survey in February 1996..
 AV0932
 AV0932.The orthometric height was scaled from a topographic map.
 AV0932
 AV0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0932
 AV0932.The geoid height was determined by GEOID03.
 AV0932
 AV0932;                    North         East     Units Scale Factor Converg.
 AV0932;SPC LA S     -   147,825.901   754,480.818   MT  0.99993131   -1 16 12.4
 AV0932;SPC LA S     -   484,992.14  2,475,325.82   sFT  0.99993131   -1 16 12.4
 AV0932;SPC TXSC     - 4,229,826.511 1,095,374.288   MT  0.99989737   +2 30 41.6
 AV0932;SPC TXSC     -13,877,355.81  3,593,740.48   sFT  0.99989737   +2 30 41.6
 AV0932;UTM  15      - 3,297,950.247   415,593.340   MT  0.99968790   -0 26 03.3
 AV0932
 AV0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0932!SPC LA S     -   1.00000410  x   0.99993131  =   0.99993541
 AV0932!SPC TXSC     -   1.00000410  x   0.99989737  =   0.99990147
 AV0932!UTM  15      -   1.00000410  x   0.99968790  =   0.99969200
 AV0932
 AV0932|---------------------------------------------------------------------|
 AV0932| PID    Reference Object                     Distance      Geod. Az  |
 AV0932|                                                           dddmmss.s |
 AV0932| CV8740 BERWICK RM 1                         22.885 METERS 14200     |
 AV0932| CV8741 BERWICK RM 2                         15.750 METERS 19208     |
 AV0932| AV0952 PAT GLENNONS BAYOU                  APPROX. 4.6 KM 1923101.5 |
 AV0932| AV0945 PORT ARTHUR NEGRO CH E CUPOLA       APPROX. 9.8 KM 3130945.5 |
 AV0932| AV0942 PORT ARTHUR NEGRO CH W CUPOLA       APPROX. 9.9 KM 3130924.0 |
 AV0932| AV0938 PORT ARTHUR KCS RR STA CUPOLA       APPROX. 9.0 KM 3160015.1 |
 AV0932| AV0934 PORT ARTHUR GULF ST UTIL STK        APPROX. 8.7 KM 3163018.5 |
 AV0932| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX. 9.3 KM 3194532.9 |
 AV0932| AV0939 PORT ARTHUR BAUGHN HOTEL FLAG       APPROX. 9.1 KM 3201136.3 |
 AV0932| AV0975 PORT ARTHUR MUNICIPAL TANK          APPROX.10.2 KM 3250020.8 |
 AV0932| AV0974 PORT ARTHUR COLLEGE RADIO MAST      APPROX. 9.3 KM 3264730.4 |
 AV0932|---------------------------------------------------------------------|
 AV0932
 AV0932                          SUPERSEDED SURVEY CONTROL
 AV0932
 AV0932  NAD 83(1992)-  29 48 32.69502(N)    093 52 24.49369(W) AD(       ) 2
 AV0932  NAD 83(1986)-  29 48 32.71752(N)    093 52 24.47874(W) AD(       ) 2
 AV0932  NAD 27      -  29 48 31.93100(N)    093 52 23.87900(W) AD(       ) 2
 AV0932
 AV0932.Superseded values are not recommended for survey control.
 AV0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0932.See file dsdata.txt to determine how the superseded data were derived.
 AV0932
 AV0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1559397950(NAD 83)
 AV0932_MARKER: DS = TRIANGULATION STATION DISK
 AV0932_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0932_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AV0932
 AV0932  HISTORY     - Date     Condition        Report By
 AV0932  HISTORY     - 1933     MONUMENTED       CGS
 AV0932  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AV0932
 AV0932                          STATION DESCRIPTION
 AV0932
 AV0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0932'STATION IS ON THE E SHORE OF SABINE LAKE, ON THE N SIDE
 AV0932'OF THE FIRST PROMINENT POINT N OF BLUE BUCK POINT.  IT IS
 AV0932'ON PROPERTY BELONGING TO MR. BERWICK, APPROXIMATELY 100
 AV0932'YARDS W OF THE HOUSE, 40 METERS E ALONG FENCELINE FROM THE
 AV0932'SHORELINE, 30 METERS S OF THE SHORELINE, AND 1.5 METERS
 AV0932'N OF FENCE.
 AV0932'
 AV0932'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 AV0932'OF THE TOP OF A TILE 8 INCHES IN DIAMETER.
 AV0932'
 AV0932'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AV0932'
 AV0932'STATION CAN BE REACHED ONLY BY BOAT THROUGH SABINE LAKE.
 AV0932'
 AV0932'A 20-FOOT TRIPOD AND SCAFFOLD WAS USED AND SEES ALL STATIONS
 AV0932'AFTER LINES TO PAT GLENNONS BAYOU, KEITH, AND INTRACOSTAL
 AV0932'WERE CLEARED, THE TREES BEING ALONG THE FENCE NEAR THE STATION.
 AV0932'
 AV0932'STATION AND REFERENCE MARKS ARE ABOVE THE GROUND.
 AV0932'
 AV0932'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 AV0932
 AV0932                          STATION RECOVERY (1963)
 AV0932
 AV0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AV0932'THE STATION MARK WAS FOUND LYING IN A HORIZONTAL POSITION
 AV0932'ON THE BEACH.  THE REFERENCE MARKS ARE BELIEVED TO BE COVERED
 AV0932'UNDER A DEEP SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3473 ***********************************************************************
 AU3473  DESIGNATION -  BERWICK BAY RNG A FRONT LT
 AU3473  PID         -  AU3473
 AU3473  STATE/COUNTY-  LA/ST MARY
 AU3473  USGS QUAD   -  MORGAN CITY (1994)
 AU3473
 AU3473                         *CURRENT SURVEY CONTROL
 AU3473  ___________________________________________________________________
 AU3473* NAD 83(1992)-  29 41 10.06863(N)    091 12 37.36045(W)     ADJUSTED  
 AU3473* NAVD 88     -         7.2  **(meters)      24.   **(feet)  VERTCON   
 AU3473  **This station is located in a subsidence area (see below).
 AU3473  ___________________________________________________________________
 AU3473  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3473  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU3473
 AU3473  HORZ ORDER  -  THIRD
 AU3473
 AU3473.The horizontal coordinates were established by classical geodetic methods
 AU3473.and adjusted by the National Geodetic Survey in January 1993..
 AU3473
 AU3473 ** The orthometric height has not been validated since last determined
 AU3473 ** by differential leveling and should not be used for control purposes.
 AU3473 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3473 ** area with valid NAVD 88 orthometric heights.
 AU3473 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3473 ** epoch indicated which incorporates improved geoid heights for the
 AU3473 ** Southern Louisiana Subsidence area.
 AU3473 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3473
 AU3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3473
 AU3473.The geoid height was determined by GEOID03.
 AU3473
 AU3473;                    North         East     Units Scale Factor Converg.
 AU3473;SPC LA S     -   131,482.798 1,011,899.959   MT  0.99994074   +0 03 41.3
 AU3473;SPC LA S     -   431,373.15  3,319,875.12   sFT  0.99994074   +0 03 41.3
 AU3473;UTM  15      - 3,285,346.441   673,159.930   MT  0.99996997   +0 53 11.5
 AU3473
 AU3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3473!SPC LA S     -   1.00000288  x   0.99994074  =   0.99994362
 AU3473!UTM  15      -   1.00000288  x   0.99996997  =   0.99997285
 AU3473
 AU3473                          SUPERSEDED SURVEY CONTROL
 AU3473
 AU3473  NAD 83(1986)-  29 41 10.09276(N)    091 12 37.35748(W) AD(       ) 4
 AU3473  NGVD 29 (09/04/92)    7.3    (m)           24.     (f) VERT ANG       
 AU3473
 AU3473.Superseded values are not recommended for survey control.
 AU3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3473.See file dsdata.txt to determine how the superseded data were derived.
 AU3473
 AU3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7316085346(NAD 83)
 AU3473_MARKER: 15 = RANGE MARKER
 AU3473
 AU3473  HISTORY     - Date     Condition        Report By
 AU3473  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3473
 AU3473                          STATION DESCRIPTION
 AU3473
 AU3473'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3473'ABOUT 1.22 KM (0.76 MI) SOUTH OF THE OLD U.S. 90 MORGAN CITY-BERWICK
 AU3473'BRIDGE.  STATION IS IN BERWICK BAY, ABOUT 61 METERS (200 FT) ON THE
 AU3473'BANK.  STATION IS THE CENTER OF A QURCK FLASH WHITE LIGHT MOUNTED ON
 AU3473'TOP OF A 19 FT TOWER.  TOWER IS A FOUR LEGGED WOOD STRUCTURE WITH A
 AU3473'3 LEGGED METAL STRUCTURE SITTING ON TOP OF WOOD PLATFORM.  TOWER HAS
 AU3473'A RECTANGULAR SHAPED RED DAYBOARDS WITH A CENTRAL WHITE VERTICAL
 AU3473'STRIPE.  LIGHT IS LISTED IN THE LATEST USGS LIGHT LIST AS NUMBER
 AU3473'3761 AND 6180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3474 ***********************************************************************
 AU3474  DESIGNATION -  BERWICK BAY RNG A REAR LT
 AU3474  PID         -  AU3474
 AU3474  STATE/COUNTY-  LA/ST MARY
 AU3474  USGS QUAD   -  MORGAN CITY (1994)
 AU3474
 AU3474                         *CURRENT SURVEY CONTROL
 AU3474  ___________________________________________________________________
 AU3474* NAD 83(1992)-  29 41 06.14718(N)    091 12 35.79855(W)     ADJUSTED  
 AU3474* NAVD 88     -        10.   **(meters)      33.   **(feet)  VERTCON   
 AU3474  **This station is located in a subsidence area (see below).
 AU3474  ___________________________________________________________________
 AU3474  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3474  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU3474
 AU3474  HORZ ORDER  -  THIRD
 AU3474
 AU3474.The horizontal coordinates were established by classical geodetic methods
 AU3474.and adjusted by the National Geodetic Survey in January 1993..
 AU3474.No horizontal observational check was made to the station.
 AU3474
 AU3474 ** The orthometric height has not been validated since last determined
 AU3474 ** by differential leveling and should not be used for control purposes.
 AU3474 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3474 ** area with valid NAVD 88 orthometric heights.
 AU3474 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3474 ** epoch indicated which incorporates improved geoid heights for the
 AU3474 ** Southern Louisiana Subsidence area.
 AU3474 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3474
 AU3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3474
 AU3474.The geoid height was determined by GEOID03.
 AU3474
 AU3474;                    North         East     Units Scale Factor Converg.
 AU3474;SPC LA S     -   131,362.105 1,011,942.079   MT  0.99994084   +0 03 42.1
 AU3474;SPC LA S     -   430,977.17  3,320,013.30   sFT  0.99994084   +0 03 42.1
 AU3474;UTM  15      - 3,285,226.364   673,203.785   MT  0.99997016   +0 53 12.2
 AU3474
 AU3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3474!SPC LA S     -   1.00000247  x   0.99994084  =   0.99994331
 AU3474!UTM  15      -   1.00000247  x   0.99997016  =   0.99997263
 AU3474
 AU3474                          SUPERSEDED SURVEY CONTROL
 AU3474
 AU3474  NAD 83(1986)-  29 41 06.17134(N)    091 12 35.79555(W) AD(       ) 4
 AU3474  NGVD 29 (09/04/92)   10.     (m)           33.     (f) VERT ANG       
 AU3474
 AU3474.Superseded values are not recommended for survey control.
 AU3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3474.See file dsdata.txt to determine how the superseded data were derived.
 AU3474
 AU3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7320485226(NAD 83)
 AU3474_MARKER: 15 = RANGE MARKER
 AU3474
 AU3474  HISTORY     - Date     Condition        Report By
 AU3474  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3474
 AU3474                          STATION DESCRIPTION
 AU3474
 AU3474'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3474'ABOUT 1.34 KM (0.83 MI) SOUTH OF THE OLD U.S. 90 MORGAN CITY-BERWICK
 AU3474'BRIDGE.  STATION IS IN THE BERWICK BAY , ABOUT 116 METERS (381 FT) ON
 AU3474'THE BANK.  STATION IS THE CENTER OF A ISOPHASE (EQUAL INTERVAL) WHITE
 AU3474'6 SECOND FLASH LIGHT SITTING ATOP A 3 LEGGED METAL STRUCTURE WHICH
 AU3474'SITS ON TOP OF A 12 X 12 WOOD STRUCTURE.  LIGHT IS LISTED AS 28 FEET
 AU3474'ABOVE GROUND.  TOWER HAS RECTANGULAR-SHAPED DAYBOARDS BEARING A
 AU3474'CENTRAL WHITE VERTICAL STRIPE.  LIGHT IS LISTED IN THE LATEST USGS
 AU3474'LIGHT LIST AS NUMBER 3762 AND 6131.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2374 ***********************************************************************
 AU2374  DESIGNATION -  BERWICK CATH CH CROSS
 AU2374  PID         -  AU2374
 AU2374  STATE/COUNTY-  LA/ST MARY
 AU2374  USGS QUAD   -  MORGAN CITY (1994)
 AU2374
 AU2374                         *CURRENT SURVEY CONTROL
 AU2374  ___________________________________________________________________
 AU2374* NAD 83(1992)-  29 41 36.89228(N)    091 13 04.07185(W)     ADJUSTED  
 AU2374* NAVD 88     -                                                        
 AU2374  **This station is located in a subsidence area (see below).
 AU2374  ___________________________________________________________________
 AU2374  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2374  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU2374
 AU2374  HORZ ORDER  -  THIRD
 AU2374
 AU2374.The horizontal coordinates were established by classical geodetic methods
 AU2374.and adjusted by the National Geodetic Survey in January 1993..
 AU2374
 AU2374 ** The orthometric height has not been validated since last determined
 AU2374 ** by differential leveling and should not be used for control purposes.
 AU2374 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2374 ** area with valid NAVD 88 orthometric heights.
 AU2374 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2374 ** epoch indicated which incorporates improved geoid heights for the
 AU2374 ** Southern Louisiana Subsidence area.
 AU2374 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2374
 AU2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2374
 AU2374.The geoid height was determined by GEOID03.
 AU2374
 AU2374;                    North         East     Units Scale Factor Converg.
 AU2374;SPC LA S     -   132,307.925 1,011,181.015   MT  0.99994004   +0 03 28.0
 AU2374;SPC LA S     -   434,080.25  3,317,516.38   sFT  0.99994004   +0 03 28.0
 AU2374;UTM  15      - 3,286,161.152   672,429.158   MT  0.99996685   +0 52 59.0
 AU2374
 AU2374                          SUPERSEDED SURVEY CONTROL
 AU2374
 AU2374  NAD 83(1986)-  29 41 36.91718(N)    091 13 04.06773(W) AD(       ) 4
 AU2374  NAD 27      -  29 41 36.17100(N)    091 13 03.69600(W) AD(       ) 3
 AU2374
 AU2374.Superseded values are not recommended for survey control.
 AU2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2374.See file dsdata.txt to determine how the superseded data were derived.
 AU2374
 AU2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7242986161(NAD 83)
 AU2374
 AU2374  HISTORY     - Date     Condition        Report By
 AU2374  HISTORY     - UNK      MONUMENTED
 AU2374  HISTORY     - 1947     GOOD             CGS
 AU2374  HISTORY     - 1948     GOOD             CGS
 AU2374
 AU2374                          STATION DESCRIPTION
 AU2374
 AU2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2374'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS THE CROSS ON THE
 AU2374'ONLY CATHOLIC CHURCH IN BERWICK.
 AU2374
 AU2374                          STATION RECOVERY (1948)
 AU2374
 AU2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2374'STATION LOCATED IN BERWICK, ON SECOND STREET, AND IN THE MIDDLE OF
 AU2374'THE BLOCK BETWEEN CANTON AND LIMA STREETS, ABOUT 600 FEET S OF THE
 AU2374'HIGHWAY BRIDGE, ABOUT 600 FEET W OF THE ATCHAFALAYA RIVER BANK, AND
 AU2374'ABOUT 800 FEET N OF THE SOUTHERN PACIFIC RAILROAD TRACKS.
 AU2374'
 AU2374'STATION IS THE CROSS ATOP THE SPIRE OF THE BERWICK CATHOLIC CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3475 ***********************************************************************
 AU3475  DESIGNATION -  BERWICK CONOCO RAD TOWER
 AU3475  PID         -  AU3475
 AU3475  STATE/COUNTY-  LA/ST MARY
 AU3475  USGS QUAD   -  MORGAN CITY (1994)
 AU3475
 AU3475                         *CURRENT SURVEY CONTROL
 AU3475  ___________________________________________________________________
 AU3475* NAD 83(1992)-  29 41 21.54498(N)    091 13 28.07113(W)     ADJUSTED  
 AU3475* NAVD 88     -       153.1  **(meters)     502.   **(feet)  VERTCON   
 AU3475  **This station is located in a subsidence area (see below).
 AU3475  ___________________________________________________________________
 AU3475  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU3475  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU3475
 AU3475  HORZ ORDER  -  THIRD
 AU3475
 AU3475.The horizontal coordinates were established by classical geodetic methods
 AU3475.and adjusted by the National Geodetic Survey in January 1993..
 AU3475
 AU3475 ** The orthometric height has not been validated since last determined
 AU3475 ** by differential leveling and should not be used for control purposes.
 AU3475 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3475 ** area with valid NAVD 88 orthometric heights.
 AU3475 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3475 ** epoch indicated which incorporates improved geoid heights for the
 AU3475 ** Southern Louisiana Subsidence area.
 AU3475 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3475
 AU3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3475
 AU3475.The geoid height was determined by GEOID03.
 AU3475
 AU3475;                    North         East     Units Scale Factor Converg.
 AU3475;SPC LA S     -   131,834.765 1,010,536.314   MT  0.99994043   +0 03 16.0
 AU3475;SPC LA S     -   432,527.89  3,315,401.22   sFT  0.99994043   +0 03 16.0
 AU3475;UTM  15      - 3,285,678.743   671,791.322   MT  0.99996414   +0 52 46.7
 AU3475
 AU3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3475!SPC LA S     -   0.99997997  x   0.99994043  =   0.99992040
 AU3475!UTM  15      -   0.99997997  x   0.99996414  =   0.99994411
 AU3475
 AU3475                          SUPERSEDED SURVEY CONTROL
 AU3475
 AU3475  NAD 83(1986)-  29 41 21.56848(N)    091 13 28.06902(W) AD(       ) 4
 AU3475  NGVD 29 (09/04/92)  153.2    (m)          503.     (f) VERT ANG       
 AU3475
 AU3475.Superseded values are not recommended for survey control.
 AU3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3475.See file dsdata.txt to determine how the superseded data were derived.
 AU3475
 AU3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7179185679(NAD 83)
 AU3475_MARKER: 43 = RADIO/TV TOWER
 AU3475
 AU3475  HISTORY     - Date     Condition        Report By
 AU3475  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3475
 AU3475                          STATION DESCRIPTION
 AU3475
 AU3475'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3475'THE STATION IS LOCATED IN THE SOUTHEAST PART OF BERWICK, ABOUT 0.5 KM
 AU3475'(0.3 MILE) SOUTH OF U.S. HIGHWAY 90 AND 0.24 KM (0.15 MILE) WEST OF
 AU3475'6TH STREET.  THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE CONOCO
 AU3475'OIL COMPANY KUE 359 RADIO TOWER.  IT IS A TRIANGULAR STEEL STRUCTURE,
 AU3475'GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, FOUR DISHES
 AU3475'ATTACHED TO THE STRUCTURE AND HAS AN OVERALL HEIGHT OF 146.3 METERS
 AU3475'(480 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3476 ***********************************************************************
 AU3476  DESIGNATION -  BERWICK MUN WATER TANK
 AU3476  PID         -  AU3476
 AU3476  STATE/COUNTY-  LA/ST MARY
 AU3476  USGS QUAD   -  MORGAN CITY (1994)
 AU3476
 AU3476                         *CURRENT SURVEY CONTROL
 AU3476  ___________________________________________________________________
 AU3476* NAD 83(1992)-  29 41 45.82333(N)    091 13 29.74363(W)     ADJUSTED  
 AU3476* NAVD 88     -        50.2  **(meters)     165.   **(feet)  VERTCON   
 AU3476  **This station is located in a subsidence area (see below).
 AU3476  ___________________________________________________________________
 AU3476  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU3476  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3476
 AU3476  HORZ ORDER  -  THIRD
 AU3476
 AU3476.The horizontal coordinates were established by classical geodetic methods
 AU3476.and adjusted by the National Geodetic Survey in January 1993..
 AU3476
 AU3476 ** The orthometric height has not been validated since last determined
 AU3476 ** by differential leveling and should not be used for control purposes.
 AU3476 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3476 ** area with valid NAVD 88 orthometric heights.
 AU3476 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3476 ** epoch indicated which incorporates improved geoid heights for the
 AU3476 ** Southern Louisiana Subsidence area.
 AU3476 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3476
 AU3476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3476
 AU3476.The geoid height was determined by GEOID03.
 AU3476
 AU3476;                    North         East     Units Scale Factor Converg.
 AU3476;SPC LA S     -   132,582.229 1,010,490.644   MT  0.99993981   +0 03 15.1
 AU3476;SPC LA S     -   434,980.20  3,315,251.39   sFT  0.99993981   +0 03 15.1
 AU3476;UTM  15      - 3,286,425.490   671,734.889   MT  0.99996390   +0 52 46.5
 AU3476
 AU3476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3476!SPC LA S     -   0.99999613  x   0.99993981  =   0.99993594
 AU3476!UTM  15      -   0.99999613  x   0.99996390  =   0.99996003
 AU3476
 AU3476                          SUPERSEDED SURVEY CONTROL
 AU3476
 AU3476  NAD 83(1986)-  29 41 45.84803(N)    091 13 29.74143(W) AD(       ) 4
 AU3476  NGVD 29 (09/04/92)   50.3    (m)          165.     (f) VERT ANG       
 AU3476
 AU3476.Superseded values are not recommended for survey control.
 AU3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3476.See file dsdata.txt to determine how the superseded data were derived.
 AU3476
 AU3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7173586425(NAD 83)
 AU3476_MARKER: 53 = ELEVATED TANK
 AU3476
 AU3476  HISTORY     - Date     Condition        Report By
 AU3476  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3476
 AU3476                          STATION DESCRIPTION
 AU3476
 AU3476'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3476'THE STATION IS LOCATED NEAR THE CENTER OF BERWICK, ABOUT 161 METERS
 AU3476'(200 FT) SOUTHWEST FROM THE INTERSECTION OF BOUDREAX STREET AND MOUNT
 AU3476'STREET.  THE POINT INTERSECTED WAS THE FINIAL AT THE TOP OF THE TANK
 AU3476'WHICH IS SUPPORTED BY AN EIGHT LEGGED STEEL STRUCTURE PAINTED GREEN
 AU3476'AND HAS AN OVERALL HEIGHT OF 46 METERS (150 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2898 ***********************************************************************
 CQ2898  DESIGNATION -  BETHEL
 CQ2898  PID         -  CQ2898
 CQ2898  STATE/COUNTY-  LA/UNION
 CQ2898  USGS QUAD   -  LILLIE (1985)
 CQ2898
 CQ2898                         *CURRENT SURVEY CONTROL
 CQ2898  ___________________________________________________________________
 CQ2898* NAD 83(1992)-  32 57 26.96235(N)    092 43 08.82311(W)     ADJUSTED  
 CQ2898* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 CQ2898  ___________________________________________________________________
 CQ2898  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CQ2898  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ2898
 CQ2898  HORZ ORDER  -  FIRST
 CQ2898
 CQ2898.The horizontal coordinates were established by classical geodetic methods
 CQ2898.and adjusted by the National Geodetic Survey in September 1999..
 CQ2898
 CQ2898.The orthometric height was scaled from a topographic map.
 CQ2898
 CQ2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2898
 CQ2898.The geoid height was determined by GEOID03.
 CQ2898
 CQ2898;                    North         East     Units Scale Factor Converg.
 CQ2898;SPC LA N     -   272,511.425   979,511.338   MT  1.00007926   -0 06 57.1
 CQ2898;SPC LA N     -   894,064.57  3,213,613.45   sFT  1.00007926   -0 06 57.1
 CQ2898;SPC AR S     -   432,493.434   332,758.208   MT  1.00009356   -0 24 08.9
 CQ2898;SPC AR S     - 1,418,938.87  1,091,724.22   sFT  1.00009356   -0 24 08.9
 CQ2898;UTM  15      - 3,646,609.252   526,251.489   MT  0.99960850   +0 09 10.1
 CQ2898
 CQ2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2898!SPC LA N     -   0.99999219  x   1.00007926  =   1.00007145
 CQ2898!SPC AR S     -   0.99999219  x   1.00009356  =   1.00008575
 CQ2898!UTM  15      -   0.99999219  x   0.99960850  =   0.99960070
 CQ2898
 CQ2898|---------------------------------------------------------------------|
 CQ2898| PID    Reference Object                     Distance      Geod. Az  |
 CQ2898|                                                           dddmmss.s |
 CQ2898| CY3449 BETHEL RM 1                          42.751 METERS 09938     |
 CQ2898| CQ2893 SPEARSVILLE LOOKOUT TOWER LFC       APPROX.15.6 KM 1135115.4 |
 CQ2898| CQ2960 CORNEY LAKE LOOKOUT TOWER LFC       APPROX. 5.0 KM 2435833.9 |
 CQ2898| CY3448 BETHEL AZ MK                                       2690425.6 |
 CQ2898| CY3450 BETHEL RM 2                          28.188 METERS 28118     |
 CQ2898| DL1352 JUNCTION CITY MUNICIPAL TANK        APPROX. 6.5 KM 3554811.4 |
 CQ2898|---------------------------------------------------------------------|
 CQ2898
 CQ2898                          SUPERSEDED SURVEY CONTROL
 CQ2898
 CQ2898  NAD 83(1992)-  32 57 26.97056(N)    092 43 08.81734(W) AD(       ) 1
 CQ2898  NAD 83(1986)-  32 57 26.97502(N)    092 43 08.81419(W) AD(       ) 1
 CQ2898  NAD 27      -  32 57 26.46600(N)    092 43 08.24200(W) AD(       ) 1
 CQ2898
 CQ2898.Superseded values are not recommended for survey control.
 CQ2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2898.See file dsdata.txt to determine how the superseded data were derived.
 CQ2898
 CQ2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2625146609(NAD 83)
 CQ2898_MARKER: DS = TRIANGULATION STATION DISK
 CQ2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2898
 CQ2898  HISTORY     - Date     Condition        Report By
 CQ2898  HISTORY     - 1952     MONUMENTED       CGS
 CQ2898
 CQ2898                          STATION DESCRIPTION
 CQ2898
 CQ2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2898'THE STATION IS ABOUT 4 MILES SOUTH OF JUNCTION CITY, ON A
 CQ2898'TIMBERED RIDGE, IN SECTION 24, T 23 N, R 4 W.  IT IS 38
 CQ2898'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 15 FEET
 CQ2898'SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2898'
 CQ2898'TO REACH THE STATION FROM THE POST OFFICE IN JUNCTION CITY.
 CQ2898'GO SOUTHEAST ON U.S. HIGHWAY 167 FOR 1.9 MILES TO A T-JUNCTION
 CQ2898'AT A SIGN BETHEL CHURCH 2 MI..  TURN RIGHT AND GO SOUTHERLY
 CQ2898'ON A GRADED ROAD FOR 1.0 MILE TO A Y-JUNCTION.  BEAR RIGHT
 CQ2898'AND CONTINUE SOUTHERLY FOR 1.3 MILES TO A Y-JUNCTION AT A
 CQ2898'CEMETERY ON THE RIGHT.  BEAR RIGHT AND GO WESTERLY FOR 0.35
 CQ2898'MILE TO A Y-JUNCTION.  BEAR RIGHT AND GO NORTHWESTERLY FOR
 CQ2898'0.2 MILE TO THE HIGHEST POINT AND THE STATION, CONTINUE WEST
 CQ2898'0.25 MILE TO THE AZIMUTH MARK.
 CQ2898'
 CQ2898'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 CQ2898'BETHEL 1952.
 CQ2898'
 CQ2898'REFERENCE MARK 1 IS 42 FEET SOUTH OF THE CENTER OF THE ROAD.
 CQ2898'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BETHEL
 CQ2898'NO 1 1952.
 CQ2898'
 CQ2898'REFERENCE MARK 2 IS 22 FEET SOUTH OF THE CENTER OF THE ROAD.
 CQ2898'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BETHEL
 CQ2898'NO 2 1952.
 CQ2898'
 CQ2898'THE AZIMUTH MARK IS 22 FEET WEST OF A 36-INCH GUM TREE,
 CQ2898'17 FEET SOUTH OF THE CENTER OF THE ROAD, 4 FEET SOUTH OF
 CQ2898'A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 CQ2898'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BETHEL
 CQ2898'1952.
 CQ2898'
 CQ2898'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0759 ***********************************************************************
 AV0759  DESIGNATION -  BETTY
 AV0759  PID         -  AV0759
 AV0759  STATE/COUNTY-  LA/CAMERON
 AV0759  USGS QUAD   -  CATFISH LAKE (1980)
 AV0759
 AV0759                         *CURRENT SURVEY CONTROL
 AV0759  ___________________________________________________________________
 AV0759* NAD 83(1992)-  29 50 40.32822(N)    092 46 56.82999(W)     ADJUSTED  
 AV0759* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0759  **This station is located in a subsidence area (see below).
 AV0759  ___________________________________________________________________
 AV0759  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0759  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AV0759
 AV0759  HORZ ORDER  -  THIRD
 AV0759
 AV0759.The horizontal coordinates were established by classical geodetic methods
 AV0759.and adjusted by the National Geodetic Survey in January 1993..
 AV0759
 AV0759 ** The orthometric height has not been validated since last determined
 AV0759 ** by differential leveling and should not be used for control purposes.
 AV0759 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0759 ** area with valid NAVD 88 orthometric heights.
 AV0759 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0759 ** epoch indicated which incorporates improved geoid heights for the
 AV0759 ** Southern Louisiana Subsidence area.
 AV0759 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0759.The orthometric height was scaled from a topographic map.
 AV0759
 AV0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0759
 AV0759.The geoid height was determined by GEOID03.
 AV0759
 AV0759;                    North         East     Units Scale Factor Converg.
 AV0759;SPC LA S     -   149,919.670   859,976.048   MT  0.99992944   -0 43 28.5
 AV0759;SPC LA S     -   491,861.45  2,821,438.08   sFT  0.99992944   -0 43 28.5
 AV0759;UTM  15      - 3,301,578.697   521,014.579   MT  0.99960545   +0 06 29.7
 AV0759
 AV0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0759!SPC LA S     -   1.00000417  x   0.99992944  =   0.99993361
 AV0759!UTM  15      -   1.00000417  x   0.99960545  =   0.99960961
 AV0759
 AV0759:                Primary Azimuth Mark                     Grid Az
 AV0759:SPC LA S     -  CATFISH USGS 1933                        291 21 08.3
 AV0759:UTM  15      -  CATFISH USGS 1933                        290 31 10.1
 AV0759
 AV0759|---------------------------------------------------------------------|
 AV0759| PID    Reference Object                     Distance      Geod. Az  |
 AV0759|                                                           dddmmss.s |
 AV0759| AV0760 CATFISH USGS 1933                   APPROX. 5.8 KM 2903739.8 |
 AV0759| CV8742 BETTY RM                             34.138 METERS 33621     |
 AV0759|---------------------------------------------------------------------|
 AV0759
 AV0759                          SUPERSEDED SURVEY CONTROL
 AV0759
 AV0759  NAD 83(1986)-  29 50 40.35054(N)    092 46 56.81836(W) AD(       ) 3
 AV0759  NAD 27      -  29 50 39.64000(N)    092 46 56.25000(W) AD(       ) 3
 AV0759
 AV0759.Superseded values are not recommended for survey control.
 AV0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0759.See file dsdata.txt to determine how the superseded data were derived.
 AV0759
 AV0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2101501579(NAD 83)
 AV0759_MARKER: DS = TRIANGULATION STATION DISK
 AV0759_SETTING: 0 = UNSPECIFIED SETTING
 AV0759
 AV0759  HISTORY     - Date     Condition        Report By
 AV0759  HISTORY     - 1933     MONUMENTED       CGS
 AV0759  HISTORY     - 1949     SEE DESCRIPTION  CGS
 AV0759
 AV0759                          STATION DESCRIPTION
 AV0759
 AV0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JML)
 AV0759'ON THE S SIDE OF GRAND LAKE ABOUT 4100 FEET W FROM BETTY
 AV0759'LAKE.  80 FEET S FROM SHORE OF LAKE, ON A SMALL REEF JUST
 AV0759'S OF A FEW STUMPS IN THE WATER.  THESE ARE THE ONLY STUMPS
 AV0759'IN THIS VICINITY.
 AV0759'
 AV0759'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0759'BETTY 1933.
 AV0759'
 AV0759'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0759'ELEVATION 30 FEET.
 AV0759
 AV0759                          STATION RECOVERY (1949)
 AV0759
 AV0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FNS)
 AV0759'LETTER OF F.N. SHUTTS, LAKE CHARLES, LA., DATED SEPTEMBER
 AV0759'27, 1949--
 AV0759'
 AV0759'STATION WASHED IN THE LAKE.  REPLACED AS CLOSE AS POSSIBLE
 AV0759'WITH A 3-IN. TRANSIT PIPE.  THERE WAS A DEEP HOLE UNDER THE
 AV0759'OVER-TURNED STATION AND UNDER SOME STAKES AND 2- BY 4S WHICH
 AV0759'EVIDENTLY THE STATION MARKER WAS PLACED ON.  A 3-IN. PIPE
 AV0759'WAS PUT IN THIS HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1012 ***********************************************************************
 AT1012  DESIGNATION -  BIDE 1951
 AT1012  PID         -  AT1012
 AT1012  STATE/COUNTY-  LA/PLAQUEMINES
 AT1012  USGS QUAD   -  BRETON ISLANDS (1993)
 AT1012
 AT1012                         *CURRENT SURVEY CONTROL
 AT1012  ___________________________________________________________________
 AT1012* NAD 83(1992)-  29 27 49.32784(N)    089 11 16.83634(W)     ADJUSTED  
 AT1012* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1012  ___________________________________________________________________
 AT1012  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AT1012  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AT1012
 AT1012  HORZ ORDER  -  THIRD
 AT1012
 AT1012.The horizontal coordinates were established by classical geodetic methods
 AT1012.and adjusted by the National Geodetic Survey in January 1993..
 AT1012
 AT1012.The orthometric height was scaled from a topographic map.
 AT1012
 AT1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1012
 AT1012.The geoid height was determined by GEOID03.
 AT1012
 AT1012;                    North         East     Units Scale Factor Converg.
 AT1012;SPC LA S     -   108,770.337 1,208,079.640   MT  0.99996939   +1 04 21.7
 AT1012;SPC LA S     -   356,857.35  3,963,507.95   sFT  0.99996939   +1 04 21.7
 AT1012;UTM  16      - 3,261,354.998   287,819.256   MT  1.00015554   -1 04 35.8
 AT1012
 AT1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1012!SPC LA S     -   1.00000386  x   0.99996939  =   0.99997325
 AT1012!UTM  16      -   1.00000386  x   1.00015554  =   1.00015940
 AT1012
 AT1012:                Primary Azimuth Mark                     Grid Az
 AT1012:SPC LA S     -  COOL                                     267 08 45.8
 AT1012:UTM  16      -  COOL                                     269 17 43.3
 AT1012
 AT1012|---------------------------------------------------------------------|
 AT1012| PID    Reference Object                     Distance      Geod. Az  |
 AT1012|                                                           dddmmss.s |
 AT1012| AT1017 COOL                                APPROX. 2.8 KM 2681307.5 |
 AT1012|---------------------------------------------------------------------|
 AT1012
 AT1012                          SUPERSEDED SURVEY CONTROL
 AT1012
 AT1012  NAD 83(1986)-  29 27 49.33078(N)    089 11 16.84306(W) AD(       ) 3
 AT1012  NAD 27      -  29 27 49.28600(N)    089 11 15.44800(W) AD(       ) 3
 AT1012
 AT1012.Superseded values are not recommended for survey control.
 AT1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1012.See file dsdata.txt to determine how the superseded data were derived.
 AT1012
 AT1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8781961355(NAD 83)
 AT1012_MARKER: DS = TRIANGULATION STATION DISK
 AT1012_SETTING: 0 = UNSPECIFIED SETTING
 AT1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1012
 AT1012  HISTORY     - Date     Condition        Report By
 AT1012  HISTORY     - 1950     MONUMENTED       CGS
 AT1012  HISTORY     - 1958     MARK NOT FOUND   CGS
 AT1012
 AT1012                          STATION DESCRIPTION
 AT1012
 AT1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT1012'STATION IS LOCATED ON BRETON ISLAND, APPROXIMATELY 2.3 MILES NE OF
 AT1012'THE SW END OF THE
 AT1012'ISLAND, 2,050 FEET S OF THE NE END OF A SMALL
 AT1012'BAYOU, 800 FEET NE OF THE NE END OF
 AT1012'A SMALL POND, 3 FEET S OF A
 AT1012'WITNESS POST, ON THE LINE WHERE THE SAND AND MANGROVE
 AT1012'MEET, AND IN
 AT1012'THE E END OF A SMALL BUT DEFINITE POINT IN THE MANGROVE.
 AT1012'
 AT1012'STATION MARK IS A STANDARD DISK, STAMPED BIDE 1950, AND SET IN THE
 AT1012'TOP OF A 6-INCH
 AT1012'CONCRETE TILE PROJECTING 3 INCHES.
 AT1012'
 AT1012'STATION IS 72.3 METERS S 80 DEG E FROM THE MEAN HIGH-WATER
 AT1012'LINE.
 AT1012'
 AT1012'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 4 FEET.
 AT1012
 AT1012                          STATION RECOVERY (1958)
 AT1012
 AT1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (IHW)
 AT1012'COULD NOT FIND THIS STATION.  BELIEVE THE LAST HURRICANE (1957)
 AT1012'WASHED IT AWAY AS
 AT1012'THERE IS A LARGE BREAK ABOUT 100 FT. WIDE IN THE
 AT1012'HIGH SAND DUNE WHICH ONCE STOOD IN
 AT1012'FRONT OF THIS STATION BETWEEN THE
 AT1012'MANGROVE AND SHORE LINE.  FOUND A 20 FOOT WOOD TOWER
 AT1012'TURNED OVER BUT NO
 AT1012'SIGNS OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4277 ***********************************************************************
 BJ4277  DESIGNATION -  BIENVILLE
 BJ4277  PID         -  BJ4277
 BJ4277  STATE/COUNTY-  LA/ORLEANS
 BJ4277  USGS QUAD   -  SPANISH FORT (1992)
 BJ4277
 BJ4277                         *CURRENT SURVEY CONTROL
 BJ4277  ___________________________________________________________________
 BJ4277* NAD 83(1992)-  30 01 26.37691(N)    090 04 04.00905(W)     ADJUSTED  
 BJ4277* NAVD 88     -        26.6  **(meters)      87.   **(feet)  VERTCON   
 BJ4277  **This station is located in a subsidence area (see below).
 BJ4277  ___________________________________________________________________
 BJ4277  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4277  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BJ4277
 BJ4277  HORZ ORDER  -  FIRST
 BJ4277
 BJ4277.The horizontal coordinates were established by classical geodetic methods
 BJ4277.and adjusted by the National Geodetic Survey in January 1993..
 BJ4277
 BJ4277 ** The orthometric height has not been validated since last determined
 BJ4277 ** by differential leveling and should not be used for control purposes.
 BJ4277 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4277 ** area with valid NAVD 88 orthometric heights.
 BJ4277 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4277 ** epoch indicated which incorporates improved geoid heights for the
 BJ4277 ** Southern Louisiana Subsidence area.
 BJ4277 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4277
 BJ4277.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4277
 BJ4277.The geoid height was determined by GEOID03.
 BJ4277
 BJ4277;                    North         East     Units Scale Factor Converg.
 BJ4277;SPC LA S     -   169,600.051 1,122,067.584   MT  0.99992583   +0 37 58.1
 BJ4277;SPC LA S     -   556,429.50  3,681,316.73   sFT  0.99992583   +0 37 58.1
 BJ4277;UTM  15      - 3,325,066.866   782,799.827   MT  1.00058683   +1 28 05.3
 BJ4277;UTM  16      - 3,325,409.875   204,119.801   MT  1.00068025   -1 32 10.0
 BJ4277
 BJ4277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4277!SPC LA S     -   0.99999994  x   0.99992583  =   0.99992577
 BJ4277!UTM  15      -   0.99999994  x   1.00058683  =   1.00058677
 BJ4277!UTM  16      -   0.99999994  x   1.00068025  =   1.00068019
 BJ4277
 BJ4277|---------------------------------------------------------------------|
 BJ4277| PID    Reference Object                     Distance      Geod. Az  |
 BJ4277|                                                           dddmmss.s |
 BJ4277| CV9657 BIENVILLE RM 1                        6.322 METERS 05017     |
 BJ4277| BH1181 PONTCHARTRAIN RM 7                  APPROX.13.3 KM 0642853.4 |
 BJ4277| CV9658 BIENVILLE RM 2                        6.529 METERS 29809     |
 BJ4277|---------------------------------------------------------------------|
 BJ4277
 BJ4277                          SUPERSEDED SURVEY CONTROL
 BJ4277
 BJ4277  NAD 83(1986)-  30 01 26.39147(N)    090 04 04.00733(W) AD(       ) 1
 BJ4277  NAD 27      -  30 01 25.66507(N)    090 04 03.75014(W) AD(       ) 1
 BJ4277  NGVD 29 (07/19/86)   26.7    (m)           88.     (f) VERT ANG       
 BJ4277
 BJ4277.Superseded values are not recommended for survey control.
 BJ4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4277.See file dsdata.txt to determine how the superseded data were derived.
 BJ4277
 BJ4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8280025067(NAD 83)
 BJ4277_MARKER: DS = TRIANGULATION STATION DISK
 BJ4277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4277
 BJ4277  HISTORY     - Date     Condition        Report By
 BJ4277  HISTORY     - 1972     MONUMENTED       NGS
 BJ4277
 BJ4277                          STATION DESCRIPTION
 BJ4277
 BJ4277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4277'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 BJ4277'
 BJ4277'THE STATION IS ABOUT 5 MILES NORTH OF DOWNTOWN NEW ORLEANS, 0.5 MILE
 BJ4277'SOUTH OF LAKE PONTCHARTRAIN AND ON LAND OWNED BY THE LOUISIANA STATE
 BJ4277'UNIVERSITY IN NEW ORLEANS, MR. RICHARD H. CARLSTROM, DIRECTOR OF
 BJ4277'PHYSICAL PLANT.
 BJ4277'
 BJ4277'THE STATION IS LOCATED ON THE EAST SIDE OF THE BIENVILLE HALL ROOF
 BJ4277'TOP.
 BJ4277'
 BJ4277'STATION MARK IS A STANDARD DISK STAMPED BIENVILLE 1972, SET IN THE
 BJ4277'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT BONDED TO THE ROOF TOP.  IT
 BJ4277'IS 17.7 FEET SOUTHEAST OF A DRAINAGE, 15.2 FEET SOUTHWEST OF A
 BJ4277'DRAINAGE AND 9.2 FEET NORTH OF THE SOUTH EDGE OF THE BUILDING.
 BJ4277'
 BJ4277'REFERENCE MARK 1, A STANDARD DISK STAMPED BIENVILLE NO 1 1972, SET IN
 BJ4277'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT BONDED TO THE ROOF
 BJ4277'TOP, PROJECTING 2 INCHES, IT IS 22.5 FEET NORTH OF THE SOUTH EDGE OF
 BJ4277'THE BUILDING AND 6.25 FEET NORTHEAST OF A DRAINAGE.
 BJ4277'
 BJ4277'REFERENCE MARK 2, A STANDARD DISK STAMPED BIENVILLE NO 2 1972, SET IN
 BJ4277'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT BONDED TO THE ROOF
 BJ4277'TOP, PROJECTING 2 INCHES.  IT IS 20.5 FEET NORTH OF THE SOUTH EDGE
 BJ4277'OF THE BUILDING AND 5.2 FEET NORTH-NORTHWEST OF A DRAINAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1183 ***********************************************************************
 AT1183  DESIGNATION -  BIG 1934
 AT1183  PID         -  AT1183
 AT1183  STATE/COUNTY-  LA/PLAQUEMINES
 AT1183  USGS QUAD   -  BAY BATISTE (1993)
 AT1183
 AT1183                         *CURRENT SURVEY CONTROL
 AT1183  ___________________________________________________________________
 AT1183* NAD 83(1992)-  29 24 28.12481(N)    089 52 30.21994(W)     ADJUSTED  
 AT1183* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1183  **This station is located in a subsidence area (see below).
 AT1183  ___________________________________________________________________
 AT1183  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AT1183  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AT1183
 AT1183  HORZ ORDER  -  THIRD
 AT1183
 AT1183.The horizontal coordinates were established by classical geodetic methods
 AT1183.and adjusted by the National Geodetic Survey in January 1993..
 AT1183
 AT1183 ** The orthometric height has not been validated since last determined
 AT1183 ** by differential leveling and should not be used for control purposes.
 AT1183 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1183 ** area with valid NAVD 88 orthometric heights.
 AT1183 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1183 ** epoch indicated which incorporates improved geoid heights for the
 AT1183 ** Southern Louisiana Subsidence area.
 AT1183 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1183.The orthometric height was scaled from a topographic map.
 AT1183
 AT1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1183
 AT1183.The geoid height was determined by GEOID03.
 AT1183
 AT1183;                    North         East     Units Scale Factor Converg.
 AT1183;SPC LA S     -   101,528.169 1,141,524.325   MT  0.99997893   +0 43 45.0
 AT1183;SPC LA S     -   333,097.00  3,745,151.06   sFT  0.99997893   +0 43 45.0
 AT1183;UTM  16      - 3,256,607.937   221,014.430   MT  1.00056051   -1 24 45.5
 AT1183
 AT1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1183!SPC LA S     -   1.00000382  x   0.99997893  =   0.99998275
 AT1183!UTM  16      -   1.00000382  x   1.00056051  =   1.00056434
 AT1183
 AT1183                          SUPERSEDED SURVEY CONTROL
 AT1183
 AT1183  NAD 83(1986)-  29 24 28.13687(N)    089 52 30.22735(W) AD(       ) 3
 AT1183  NAD 27      -  29 24 27.34100(N)    089 52 29.97900(W) AD(       ) 3
 AT1183
 AT1183.Superseded values are not recommended for survey control.
 AT1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1183.See file dsdata.txt to determine how the superseded data were derived.
 AT1183
 AT1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2101456608(NAD 83)
 AT1183_MARKER: I = METAL ROD
 AT1183_SETTING: 0 = UNSPECIFIED SETTING
 AT1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1183
 AT1183  HISTORY     - Date     Condition        Report By
 AT1183  HISTORY     - 1934     MONUMENTED       LOCSUR
 AT1183  HISTORY     - 19730212 MARK NOT FOUND   NGS
 AT1183
 AT1183                          STATION DESCRIPTION
 AT1183
 AT1183'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934 (TBR)
 AT1183'ON THE SOUTHERN
 AT1183'POINT OF AN ISLAND
 AT1183'WHICH SEPARATES BAY BATISTE AND LAKE WASHINGTON,
 AT1183'20 METERS (66 FEET) FROM THE END OF
 AT1183'THE POINT, AND 15 METERS
 AT1183'(49 FEET) FROM THE HIGH-WATER MARK ON THE W SIDE OF
 AT1183'THE POINT.
 AT1183'THE STATION A LOCAL SURVEY STATION, IS MARKED BY AN IRON PIPE
 AT1183'EXTENDING 2 FEET
 AT1183'ABOVE THE GROUND AND SET IN CONCRETE.
 AT1183
 AT1183                          STATION RECOVERY (1973)
 AT1183
 AT1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2502 ***********************************************************************
 BW2502  DESIGNATION -  BIG BEND
 BW2502  PID         -  BW2502
 BW2502  STATE/COUNTY-  LA/AVOYELLES
 BW2502  USGS QUAD   -  BIG BEND (1982)
 BW2502
 BW2502                         *CURRENT SURVEY CONTROL
 BW2502  ___________________________________________________________________
 BW2502* NAD 83(1992)-  31 04 02.10773(N)    091 47 32.64996(W)     ADJUSTED  
 BW2502* NAVD 88     -        17.7    (meters)      58.     (feet)  VERTCON   
 BW2502  ___________________________________________________________________
 BW2502  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BW2502  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW2502
 BW2502  HORZ ORDER  -  SECOND
 BW2502
 BW2502.The horizontal coordinates were established by classical geodetic methods
 BW2502.and adjusted by the National Geodetic Survey in May 1994..
 BW2502
 BW2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2502
 BW2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2502
 BW2502.The geoid height was determined by GEOID03.
 BW2502
 BW2502;                    North         East     Units Scale Factor Converg.
 BW2502;SPC LA N     -    63,116.413 1,067,532.222   MT  1.00002403   +0 22 26.8
 BW2502;SPC LA N     -   207,074.43  3,502,395.30   sFT  1.00002403   +0 22 26.8
 BW2502;SPC LA S     -   284,669.381   956,183.503   MT  1.00009873   -0 13 46.3
 BW2502;SPC LA S     -   933,952.79  3,137,078.71   sFT  1.00009873   -0 13 46.3
 BW2502;SPC MS W     -   174,647.696   560,750.414   MT  1.00018910   -0 45 11.0
 BW2502;SPC MS W     -   572,989.98  1,839,728.65   sFT  1.00018910   -0 45 11.0
 BW2502;UTM  15      - 3,437,681.781   615,207.582   MT  0.99976372   +0 37 23.7
 BW2502
 BW2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2502!SPC LA N     -   1.00000147  x   1.00002403  =   1.00002550
 BW2502!SPC LA S     -   1.00000147  x   1.00009873  =   1.00010020
 BW2502!SPC MS W     -   1.00000147  x   1.00018910  =   1.00019057
 BW2502!UTM  15      -   1.00000147  x   0.99976372  =   0.99976519
 BW2502
 BW2502                          SUPERSEDED SURVEY CONTROL
 BW2502
 BW2502  NAD 83(1992)-  31 04 02.10768(N)    091 47 32.64997(W) AD(       ) 2
 BW2502  NAD 83(1986)-  31 04 02.12649(N)    091 47 32.64494(W) AD(       ) 2
 BW2502  NAD 27      -  31 04 01.47314(N)    091 47 32.22266(W) AD(       ) 2
 BW2502  NGVD 29 (07/19/86)   17.7    (m)           58.     (f) VERT ANG       
 BW2502
 BW2502.Superseded values are not recommended for survey control.
 BW2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2502.See file dsdata.txt to determine how the superseded data were derived.
 BW2502
 BW2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1520837682(NAD 83)
 BW2502_MARKER: P = PIPE CAP
 BW2502_SETTING: 0 = UNSPECIFIED SETTING
 BW2502
 BW2502  HISTORY     - Date     Condition        Report By
 BW2502  HISTORY     - 1977     MONUMENTED       NGS
 BW2502
 BW2502                          STATION DESCRIPTION
 BW2502
 BW2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2502'THE STATION IS ABOUT 11 MILES EAST-NORTHEAST OF MOREAUVILLE,
 BW2502'6-1/2 MILES SOUTH-SOUTHEAST OF BORDELONVILLE, 6 MILES NORTH OF
 BW2502'SIMMESPORT AND ON PROPERTY OF MR. ADAM PONTHIEW, BIG BEND,
 BW2502'LOUISIANA, 71308, TELEPHONE NUMBER 318-997-2243.
 BW2502'
 BW2502'TO REACH THE STATION FROM THE BIG BEND POST OFFICE, WHICH IS
 BW2502'ABOUT 8 MILES SOUTHEAST ALONG STATE HIGHWAY 451 FROM THE HIGH
 BW2502'SCHOOL IN BORDELONVILLE AND ABOUT 13 MILES NORTHEASTERLY ALONG
 BW2502'STATE HIGHWAY 451 FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 451,
 BW2502'GO SOUTHERLY ON STATE HIGHWAY 451 FOR 0.5 MILE TO A GREEN HOUSE
 BW2502'AND A DRIVEWAY ON THE RIGHT.  THE STATION IS ABOUT 200 YARDS
 BW2502'WESTERLY ALONG AN ABANDONED RAILROAD GRADE.
 BW2502'
 BW2502'STATION MARK, STAMPED---B M BIG BEND 57---, IS A U.S. ENGINEERS
 BW2502'BENCH MARK CAP RIVETED TO THE TOP OF A 3-INCH PIPE THAT
 BW2502'PROJECTS 12 INCHES ABOVE THE GROUND.
 BW2502'IT IS 47 FEET SOUTH-SOUTHEAST OF A 5-TRUNKED TREE AND 22 FEET
 BW2502'NORTHWEST OF THE FENCE.
 BW2502'
 BW2502'A TAPE TRAVERSE WAS MADE TO TRAVERSE STATION DE GLAISE, THE
 BW2502'DISTANCE BEING 13.9129 METERS.
 BW2502'
 BW2502'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.3 METERS.
 BW2502'
 BW2502'PERMISSION CAN BE OBTAINED FROM MR. JIMMY W. BERNARD, ROUTE 1
 BW2502'MOREAUVILLE, LOUISIANA, 71355, TELEPHONE NUMBER 318-997-2260,
 BW2502'TO CROSS HIS PROPERTY TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2841 ***********************************************************************
 BX2841  DESIGNATION -  BIG HILL LOT
 BX2841  PID         -  BX2841
 BX2841  STATE/COUNTY-  LA/NATCHITOCHES
 BX2841  USGS QUAD   -  ROBELINE (1988)
 BX2841
 BX2841                         *CURRENT SURVEY CONTROL
 BX2841  ___________________________________________________________________
 BX2841* NAD 83(1992)-  31 41 25.83242(N)    093 15 19.24141(W)     ADJUSTED  
 BX2841* NAVD 88     -                                                        
 BX2841  ___________________________________________________________________
 BX2841  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BX2841  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX2841
 BX2841  HORZ ORDER  -  THIRD
 BX2841
 BX2841.The horizontal coordinates were established by classical geodetic methods
 BX2841.and adjusted by the National Geodetic Survey in January 1993..
 BX2841
 BX2841
 BX2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2841
 BX2841.The geoid height was determined by GEOID03.
 BX2841
 BX2841;                    North         East     Units Scale Factor Converg.
 BX2841;SPC LA N     -   132,247.203   928,392.511   MT  0.99992256   -0 23 57.7
 BX2841;SPC LA N     -   433,881.03  3,045,901.10   sFT  0.99992256   -0 23 57.7
 BX2841;UTM  15      - 3,506,160.116   475,800.616   MT  0.99960722   -0 08 02.9
 BX2841
 BX2841                          SUPERSEDED SURVEY CONTROL
 BX2841
 BX2841  NAD 83(1986)-  31 41 25.84747(N)    093 15 19.23399(W) AD(       ) 4
 BX2841  NAD 27      -  31 41 25.25027(N)    093 15 18.62662(W) AD(       ) 3
 BX2841
 BX2841.Superseded values are not recommended for survey control.
 BX2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2841.See file dsdata.txt to determine how the superseded data were derived.
 BX2841
 BX2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7580106160(NAD 83)
 BX2841_MARKER: 57 = LOOKOUT TOWER
 BX2841
 BX2841  HISTORY     - Date     Condition        Report By
 BX2841  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2841  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2841  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX2841
 BX2841                          STATION DESCRIPTION
 BX2841
 BX2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2841'THE BIG HILL LOOKOUT TOWER IS LOCATED ABOUT 3 MILES EAST OF ROBELINE
 BX2841'AND 2-1/2 MILES SOUTHWEST OF THE SMALL COMMUNITY OF HAGEWOOD.
 BX2841'
 BX2841'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 120 IN ROBELINE GO
 BX2841'EASTERLY ON HIGHWAY 6 FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN
 BX2841'RIGHT AND FOLLOW GRADED ROAD SOUTHERLY FOR 1.9 MILES TO FORKS.  TURN
 BX2841'RIGHT AND GO SOUTHWESTERLY FOR 0.5 MILE TO TOP OF HILL AND STATION.
 BX2841'
 BX2841'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A SMALL CABIN THAT IS
 BX2841'PAINTED SILVER AND HAS AN OVERALL HEIGHT OF 110 FEET.
 BX2841'
 BX2841'POINT INTERSECTED WAS THE TOP CENTER OF THE CABIN.
 BX2841
 BX2841                          STATION RECOVERY (1995)
 BX2841
 BX2841'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2841'MARK NOT FOUND.
 BX2841
 BX2841                          STATION RECOVERY (2001)
 BX2841
 BX2841'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX2841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2393 ***********************************************************************
 AU2393  DESIGNATION -  BIG HOG 1955
 AU2393  PID         -  AU2393
 AU2393  STATE/COUNTY-  LA/ST MARY
 AU2393  USGS QUAD   -  LAKE SALVE (1994)
 AU2393
 AU2393                         *CURRENT SURVEY CONTROL
 AU2393  ___________________________________________________________________
 AU2393* NAD 83(1992)-  29 31 15.53347(N)    091 19 48.67701(W)     ADJUSTED  
 AU2393* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2393  **This station is located in a subsidence area (see below).
 AU2393  ___________________________________________________________________
 AU2393  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2393  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU2393
 AU2393  HORZ ORDER  -  THIRD
 AU2393
 AU2393.The horizontal coordinates were established by classical geodetic methods
 AU2393.and adjusted by the National Geodetic Survey in January 1993..
 AU2393
 AU2393 ** The orthometric height has not been validated since last determined
 AU2393 ** by differential leveling and should not be used for control purposes.
 AU2393 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2393 ** area with valid NAVD 88 orthometric heights.
 AU2393 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2393 ** epoch indicated which incorporates improved geoid heights for the
 AU2393 ** Southern Louisiana Subsidence area.
 AU2393 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2393.The orthometric height was scaled from a topographic map.
 AU2393
 AU2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2393
 AU2393.The geoid height was determined by GEOID03.
 AU2393
 AU2393;                    North         East     Units Scale Factor Converg.
 AU2393;SPC LA S     -   113,171.300 1,000,304.911   MT  0.99996058   +0 00 05.7
 AU2393;SPC LA S     -   371,296.17  3,281,833.70   sFT  0.99996058   +0 00 05.7
 AU2393;UTM  15      - 3,266,870.321   661,829.194   MT  0.99992314   +0 49 22.7
 AU2393
 AU2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2393!SPC LA S     -   1.00000381  x   0.99996058  =   0.99996439
 AU2393!UTM  15      -   1.00000381  x   0.99992314  =   0.99992695
 AU2393
 AU2393                          SUPERSEDED SURVEY CONTROL
 AU2393
 AU2393  NAD 83(1986)-  29 31 15.55657(N)    091 19 48.67616(W) AD(       ) 3
 AU2393  NAD 27      -  29 31 14.78100(N)    091 19 48.29000(W) AD(       ) 3
 AU2393
 AU2393.Superseded values are not recommended for survey control.
 AU2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2393.See file dsdata.txt to determine how the superseded data were derived.
 AU2393
 AU2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6182966870(NAD 83)
 AU2393_MARKER: DT = TOPOGRAPHIC STATION DISK
 AU2393_SETTING: 0 = UNSPECIFIED SETTING
 AU2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2393
 AU2393  HISTORY     - Date     Condition        Report By
 AU2393  HISTORY     - 1955     MONUMENTED       CGS
 AU2393
 AU2393                          STATION DESCRIPTION
 AU2393
 AU2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2393'ABOUT 14 MILES SOUTH SOUTHWEST FROM MORGAN CITY, ABOUT 4
 AU2393'MILES EAST FROM BELLE ISLE, AND ABOUT 3 MILES EAST OF THE
 AU2393'ATCHAFALAYA RIVER, ON BIG HOG BAYOU, ABOUT 2.4 MILES UPSTREAM
 AU2393'FROM THE MOUTH OF THE BAYOU, ABOUT 2400 FEET DOWNSTREAM FROM
 AU2393'THE CONFLUENCE OF BIG DOCTOR BAYOU AND BIG HOG BAYOU, ABOUT
 AU2393'1300 FEET NORTH NORTHWEST FROM THE POINT WHERE BIG HOG BAYOU
 AU2393'TURNS FROM AN EAST-WEST DIRECTION TO A NORTH NORTHWEST-SOUTH
 AU2393'SOUTHEAST DIRECTION, AND WHERE A SMALL BAYOU, LITTLE ADAMS
 AU2393'CROSS BAYOU, FLOWS IN FROM THE SOUTHEAST, ON THE EAST BANK OF
 AU2393'BIG HOG BAYOU, JUST SOUTH OF THE MOUTH OF A VERY SMALL
 AU2393'BAYOU ENTERING FROM THE EAST, 26 FEET EAST OF THE EAST
 AU2393'SHORE OF BIG HOG BAYOU, AND 39 FEET SOUTH OF THE SOUTH
 AU2393'SHORE OF THE VERY SMALL BAYOU, A STANDARD TOPOGRAPHIC
 AU2393'DISK STAMPED BIG HOG 1955 SET IN THE TOP OF AN 8-FOOT LENGTH
 AU2393'OF 4-INCH FIBER SOIL PIPE PROJECTING 1-1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3279 ***********************************************************************
 BK3279  DESIGNATION -  BIG LAKE
 BK3279  PID         -  BK3279
 BK3279  STATE/COUNTY-  LA/CALCASIEU
 BK3279  USGS QUAD   -  WESTLAKE (1996)
 BK3279
 BK3279                         *CURRENT SURVEY CONTROL
 BK3279  ___________________________________________________________________
 BK3279* NAD 83(1992)-  30 09 45.12793(N)    093 16 58.33164(W)     ADJUSTED  
 BK3279* NAVD 88     -         5.5  **(meters)      18.   **(feet)  GPS OBS   
 BK3279  **This station is located in a subsidence area (see below).
 BK3279  ___________________________________________________________________
 BK3279  X           -    -316,060.373 (meters)                     COMP
 BK3279  Y           -  -5,510,149.609 (meters)                     COMP
 BK3279  Z           -   3,185,953.695 (meters)                     COMP
 BK3279  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3279  ELLIP HEIGHT-         -21.92  (meters)          (02/20/02) GPS OBS
 BK3279  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3279
 BK3279  HORZ ORDER  -  FIRST
 BK3279  ELLP ORDER  -  FOURTH    CLASS I
 BK3279
 BK3279.The horizontal coordinates were established by GPS observations
 BK3279.and adjusted by the National Geodetic Survey in January 1995..
 BK3279
 BK3279 ** The orthometric height has not been validated since last determined
 BK3279 ** by differential leveling and should not be used for control purposes.
 BK3279 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3279 ** area with valid NAVD 88 orthometric heights.
 BK3279 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3279 ** epoch indicated which incorporates improved geoid heights for the
 BK3279 ** Southern Louisiana Subsidence area.
 BK3279 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3279.The orthometric height was determined by GPS observations and a
 BK3279.high-resolution geoid model.
 BK3279
 BK3279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3279
 BK3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3279
 BK3279.The ellipsoidal height was determined by GPS observations
 BK3279.and is referenced to NAD 83.
 BK3279
 BK3279.The geoid height was determined by GEOID03.
 BK3279
 BK3279;                    North         East     Units Scale Factor Converg.
 BK3279;SPC LA S     -   185,880.153   812,226.014   MT  0.99992971   -0 58 29.3
 BK3279;SPC LA S     -   609,841.80  2,664,778.18   sFT  0.99992971   -0 58 29.3
 BK3279;UTM  15      - 3,336,829.613   472,762.366   MT  0.99960915   -0 08 31.7
 BK3279
 BK3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3279!SPC LA S     -   1.00000344  x   0.99992971  =   0.99993315
 BK3279!UTM  15      -   1.00000344  x   0.99960915  =   0.99961259
 BK3279
 BK3279                          SUPERSEDED SURVEY CONTROL
 BK3279
 BK3279  ELLIP H (01/13/95)  -21.82   (m)                       GP(       ) 3 2
 BK3279  NAD 83(1992)-  30 09 45.12765(N)    093 16 58.33243(W) AD(       ) 1
 BK3279  ELLIP H (01/21/93)  -21.85   (m)                       GP(       ) 4 2
 BK3279  NAD 83(1986)-  30 09 45.14858(N)    093 16 58.32106(W) AD(       ) 1
 BK3279  NGVD 29 (05/20/88)    5.5    (m)           18.     (f) GPS OBS        
 BK3279
 BK3279.Superseded values are not recommended for survey control.
 BK3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3279.See file dsdata.txt to determine how the superseded data were derived.
 BK3279
 BK3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7276236830(NAD 83)
 BK3279_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3279_SETTING: 0 = UNSPECIFIED SETTING
 BK3279_SP_SET: UNSPECIFIED
 BK3279_STAMPING: BIG LAKE 1987
 BK3279_MARK LOGO: NGS   
 BK3279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3279+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 BK3279
 BK3279  HISTORY     - Date     Condition        Report By
 BK3279  HISTORY     - 1987     MONUMENTED       LADTD
 BK3279  HISTORY     - 19901226 GOOD             VFM
 BK3279  HISTORY     - 19970208 GOOD             USPSQD
 BK3279  HISTORY     - 20040302 GOOD             WEBBES
 BK3279  HISTORY     - 20040518 GOOD             USPSQD
 BK3279  HISTORY     - 20060125 GOOD             USPSQD
 BK3279
 BK3279                          STATION DESCRIPTION
 BK3279
 BK3279'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3279'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTHWEST OF DOWNTOWN
 BK3279'LAKE CHARLES,
 BK3279'1.3 KM (0.8 MI) SOUTH OF THE LAKE CHARLES COUNTRY CLUB, ON THE
 BK3279'RIGHT-OF-WAY OF STATE HIGHWAY 384 (BIG LADE ROAD), IN A CATCH BASIN
 BK3279'IN FRONT OF A WIZARD FAST STOP STORE, ON THE WEST EDGE OF SECTION
 BK3279'27, T 10 S, R 9 W.
 BK3279'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3279'
 BK3279'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3279'AND LADE STREET (EXIT 5) IN LAKE CHARLES, GO
 BK3279'SOUTH FOR 3.06 KM (1.9 MI) ON LAKE STREET TO A CROSSROAD.
 BK3279'TURN RIGHT AND GO WEST FOR 4.9 KM (3.05 MI) ON HIGHWAY 384 TO A
 BK3279'ROAD LEFT.
 BK3279'TURN LEFT AND GO SOUTH FOR 0.65 KM (0.4 MI) ON HIGHWAY 384 TO
 BK3279'MILLER ROAD ON THE RIGHT AND THE STATION OF THE LEFT.
 BK3279'
 BK3279'THE STATION IS A STANDARD NGS DISK
 BK3279'STAMPED---BIG LAKE 1987---,
 BK3279'SET INTO DRILL HOLE IN THE NORTHEAST CORNER OF A CATCH BASIN.
 BK3279'8.6 METERS (28 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BK3279'3.9 METERS (13 FT) SOUTH FROM THE EXTENDED CENTER OF A MILLER ROAD,
 BK3279'1.3 METERS (4.5 FT) NORTH FROM THE NORTH CURB OF THE SOUTH ENTRANCE
 BK3279'TO THE STORE AND
 BK3279'1.3 METERS (4.5 FT) SOUTH FROM THE EXTENDED NORTH WALL OF THE STORE.
 BK3279'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3279'STAMPED---BIG LAKE 1987---,
 BK3279'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BK3279'
 BK3279'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3279'STAMPED---BIG LAKE 1987---,
 BK3279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3279'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3279'12.1 METERS (42 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK3279'0.4 METERS (1.5 FT) SOUTH FROM A FIBERGLASS WITNESS POST,
 BK3279'1.2 METERS (4 FT) NORTH FROM A UTILITY POLE AND
 BK3279'28.5 METERS (93.5 FT) NORTH FROM THE EXTENDED CENTER OF L BENOIT
 BK3279'ROAD.
 BK3279'TO REACH THE AZIMUTH FROM THE STATION,
 BK3279'GO SOUTH FOR 0.5 KM (0.3 MI) ON HIGHWAY 384 TO THE MARK ON THE
 BK3279'RIGHT.
 BK3279'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3279'STAMPED---BIG LAKE 1987---,
 BK3279'SET INTO AN IRREGULAR MASS OF CONCRETE 30 METERS BELOW THE SURFACE.
 BK3279
 BK3279                          STATION RECOVERY (1990)
 BK3279
 BK3279'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3279'RECOVERED AS DESCRIBED.
 BK3279
 BK3279                          STATION RECOVERY (1997)
 BK3279
 BK3279'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3279'RECOVERED IN GOOD CONDITION.
 BK3279
 BK3279                          STATION RECOVERY (2004)
 BK3279
 BK3279'RECOVERY NOTE BY WEBB ENGINEERING AND SURVEYING 2004 (JRW)
 BK3279'RECOVERED WITH 1987 DESCRIPTION.
 BK3279' 
 BK3279
 BK3279                          STATION RECOVERY (2004)
 BK3279
 BK3279'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK3279'RECOVERED AS DESCRIBED.
 BK3279
 BK3279                          STATION RECOVERY (2006)
 BK3279
 BK3279'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3280 ***********************************************************************
 BK3280  DESIGNATION -  BIG LAKE AZ MK
 BK3280  PID         -  BK3280
 BK3280  STATE/COUNTY-  LA/CALCASIEU
 BK3280  USGS QUAD   -  WESTLAKE (1996)
 BK3280
 BK3280                         *CURRENT SURVEY CONTROL
 BK3280  ___________________________________________________________________
 BK3280* NAD 83(1992)-  30 09 29.70719(N)    093 16 59.03976(W)     ADJUSTED  
 BK3280* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BK3280  **This station is located in a subsidence area (see below).
 BK3280  ___________________________________________________________________
 BK3280  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK3280  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3280
 BK3280  HORZ ORDER  -  SECOND
 BK3280
 BK3280.The horizontal coordinates were established by classical geodetic methods
 BK3280.and adjusted by the National Geodetic Survey in January 1993..
 BK3280.No horizontal observational check was made to the station.
 BK3280
 BK3280 ** The orthometric height has not been validated since last determined
 BK3280 ** by differential leveling and should not be used for control purposes.
 BK3280 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3280 ** area with valid NAVD 88 orthometric heights.
 BK3280 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3280 ** epoch indicated which incorporates improved geoid heights for the
 BK3280 ** Southern Louisiana Subsidence area.
 BK3280 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3280.The orthometric height was scaled from a topographic map.
 BK3280
 BK3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3280
 BK3280.The geoid height was determined by GEOID03.
 BK3280
 BK3280;                    North         East     Units Scale Factor Converg.
 BK3280;SPC LA S     -   185,405.725   812,198.991   MT  0.99992950   -0 58 29.6
 BK3280;SPC LA S     -   608,285.28  2,664,689.52   sFT  0.99992950   -0 58 29.6
 BK3280;UTM  15      - 3,336,354.995   472,742.247   MT  0.99960917   -0 08 32.0
 BK3280
 BK3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3280!SPC LA S     -   1.00000378  x   0.99992950  =   0.99993328
 BK3280!UTM  15      -   1.00000378  x   0.99960917  =   0.99961295
 BK3280
 BK3280                          SUPERSEDED SURVEY CONTROL
 BK3280
 BK3280  NAD 83(1986)-  30 09 29.72812(N)    093 16 59.02834(W) AD(       ) 2
 BK3280
 BK3280.Superseded values are not recommended for survey control.
 BK3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3280.See file dsdata.txt to determine how the superseded data were derived.
 BK3280
 BK3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7274236355(NAD 83)
 BK3280_MARKER: DZ = AZIMUTH MARK DISK
 BK3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3280_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3280+STABILITY: SURFACE MOTION
 BK3280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3280+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 BK3280
 BK3280  HISTORY     - Date     Condition        Report By
 BK3280  HISTORY     - 1987     MONUMENTED       LADTD
 BK3280  HISTORY     - 19970208 GOOD             USPSQD
 BK3280  HISTORY     - 20040525 GOOD             USPSQD
 BK3280  HISTORY     - 20060125 GOOD             USPSQD
 BK3280
 BK3280                          STATION DESCRIPTION
 BK3280
 BK3280'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3280'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTHWEST OF DOWNTOWN
 BK3280'LAKE CHARLES,
 BK3280'1.8 KM (1.1 MI) SOUTH OF THE LAKE CHARLES COUNTRY CLUB, ON THE
 BK3280'RIGHT-OF-WAY, NEAR A POWER POLE AND A COMBINATION NET AND BARBED
 BK3280'WIRE FENCE.
 BK3280'OWNERSHIP--LOUISISNA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3280'
 BK3280'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 210 AND LAKE
 BK3280'STREET (EXIT 5), IN LAKE CHARLES GO SOUTH FOR
 BK3280'3.06 KM (1.9 MI) ON LAKE STREET TO A CROSSROAD.
 BK3280'TURN RIGHT AND GO WEST FOR 4.9 KM (3.05 MI) ON STATE HIGHWAY 384 TO
 BK3280'A ROAD LEFT.
 BK3280'TURN LEFT AND GO SOUTH FOR 1.1 KM (0.7 MI) ON HIGHWAY 384 TO THE
 BK3280'AZIMUTH MARK ON THE RIGHT.
 BK3280'
 BK3280'THE STATION IS A STANDARD NGS DISK
 BK3280'STAMPED---BIG LAKE 1987---,
 BK3280'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3280'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3280'28.5 METERS (93.5 FT) NORTH FROM THE EXTENDED CENTER OF L BENOIT
 BK3280'ROAD,
 BK3280'12.1 METERS (42 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK3280'0.4 METERS (1.5 FT) SOUTH FROM A FIBERGLASS WITNESS POST AND
 BK3280'1.2 METERS (4 FT) NORTH FROM A POWER POLE NO. 15-1/2.
 BK3280
 BK3280                          STATION RECOVERY (1997)
 BK3280
 BK3280'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3280'RECOVERED IN GOOD CONDITION.
 BK3280
 BK3280                          STATION RECOVERY (2004)
 BK3280
 BK3280'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK3280'RECOVERED AS DESCRIBED.
 BK3280
 BK3280                          STATION RECOVERY (2006)
 BK3280
 BK3280'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2588 ***********************************************************************
 BX2588  DESIGNATION -  BIJOU
 BX2588  PID         -  BX2588
 BX2588  STATE/COUNTY-  LA/AVOYELLES
 BX2588  USGS QUAD   -  BELLE D'EAU (1983)
 BX2588
 BX2588                         *CURRENT SURVEY CONTROL
 BX2588  ___________________________________________________________________
 BX2588* NAD 83(1992)-  31 05 57.31326(N)    092 13 07.68027(W)     ADJUSTED  
 BX2588* NAVD 88     -        20.10   (+/-2cm)      65.9    (feet)  VERTCON   
 BX2588  ___________________________________________________________________
 BX2588  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BX2588  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BX2588
 BX2588  HORZ ORDER  -  FIRST
 BX2588  VERT ORDER  -  THIRD ? (See Below)
 BX2588
 BX2588.The horizontal coordinates were established by classical geodetic methods
 BX2588.and adjusted by the National Geodetic Survey in January 1993..
 BX2588
 BX2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2588.The vertical order pertains to the NGVD 29 superseded value.
 BX2588
 BX2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2588
 BX2588.The geoid height was determined by GEOID03.
 BX2588
 BX2588;                    North         East     Units Scale Factor Converg.
 BX2588;SPC LA N     -    66,478.856 1,026,828.334   MT  1.00001597   +0 08 55.2
 BX2588;SPC LA N     -   218,106.05  3,368,852.63   sFT  1.00001597   +0 08 55.2
 BX2588;UTM  15      - 3,440,864.170   574,501.809   MT  0.99966846   +0 24 12.7
 BX2588
 BX2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2588!SPC LA N     -   1.00000108  x   1.00001597  =   1.00001705
 BX2588!UTM  15      -   1.00000108  x   0.99966846  =   0.99966954
 BX2588
 BX2588|---------------------------------------------------------------------|
 BX2588| PID    Reference Object                     Distance      Geod. Az  |
 BX2588|                                                           dddmmss.s |
 BX2588| CY3451 BIJOU RM                             18.410 METERS 05515     |
 BX2588|---------------------------------------------------------------------|
 BX2588
 BX2588                          SUPERSEDED SURVEY CONTROL
 BX2588
 BX2588  NAD 83(1986)-  31 05 57.33320(N)    092 13 07.67550(W) AD(       ) 1
 BX2588  NAD 27      -  31 05 56.65326(N)    092 13 07.21513(W) AD(       ) 1
 BX2588  NGVD 29 (07/19/86)   20.07   (m)           65.8    (f) LEVELING    3  
 BX2588
 BX2588.Superseded values are not recommended for survey control.
 BX2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2588.See file dsdata.txt to determine how the superseded data were derived.
 BX2588
 BX2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7450240864(NAD 83)
 BX2588_MARKER: DS = TRIANGULATION STATION DISK
 BX2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2588
 BX2588  HISTORY     - Date     Condition        Report By
 BX2588  HISTORY     - 1919     MONUMENTED       CGS
 BX2588  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2588
 BX2588                          STATION DESCRIPTION
 BX2588
 BX2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2588'STATION IS ABOUT 1 MILE E OF RAILWAY STATION AT BIJOU, 4.5
 BX2588'METERS (15 FEET) S OF CENTER LINE OF LOUISIANA RAILWAY AND
 BX2588'NAVIGATION COMPANY TRACK, AND 13 POLES E OF MILEPOST NO. 142.
 BX2588'
 BX2588'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2588'DISKS SET IN CONCRETE.
 BX2588'
 BX2588'REFERENCE MARK IS 18.410 METERS (60.40 FEET) FROM STATION
 BX2588'N 55 DEG 15 MIN E.
 BX2588
 BX2588                          STATION RECOVERY (1935)
 BX2588
 BX2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2588'STATION NOT RECOVERED.  IT IS THOUGHT IT WAS EITHER COVERED
 BX2588'BY A FILL OR DUG UP BY GRAVEL GRADER.  A LARGE HOLE IN APPROXIMATE
 BX2588'LOCATION OF REFERENCE MARK WAS FOUND ON HIGH BANK ON N SIDE OF
 BX2588'RAILROAD.  IT IS THOUGHT THAT THE REFERENCE MARK MAY HAVE
 BX2588'BEEN DUG OUT ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0865 ***********************************************************************
 BX0865  DESIGNATION -  BIJOU BOLT
 BX0865  PID         -  BX0865
 BX0865  STATE/COUNTY-  LA/RAPIDES
 BX0865  USGS QUAD   -  BELLE D'EAU (1983)
 BX0865
 BX0865                         *CURRENT SURVEY CONTROL
 BX0865  ___________________________________________________________________
 BX0865* NAD 83(1986)-  31 06 47.     (N)    092 14 22.     (W)     SCALED    
 BX0865* NAVD 88     -        18.86   (+/-2cm)      61.9    (feet)  VERTCON   
 BX0865  ___________________________________________________________________
 BX0865  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX0865
 BX0865  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0865
 BX0865.The horizontal coordinates were scaled from a topographic map and have
 BX0865.an estimated accuracy of +/- 6 seconds.
 BX0865
 BX0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0865.The vertical order pertains to the NGVD 29 superseded value.
 BX0865
 BX0865.The geoid height was determined by GEOID03.
 BX0865
 BX0865;                    North         East    Units  Estimated Accuracy
 BX0865;SPC LA N     -    68,000.    1,024,860.      MT  (+/- 180 meters Scaled)
 BX0865
 BX0865                          SUPERSEDED SURVEY CONTROL
 BX0865
 BX0865  NGVD 29 (??/??/??)   18.839  (m)           61.81   (f) ADJUSTED    1 2
 BX0865
 BX0865.Superseded values are not recommended for survey control.
 BX0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0865.See file dsdata.txt to determine how the superseded data were derived.
 BX0865
 BX0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ725423(NAD 83)
 BX0865_MARKER: B = BOLT
 BX0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0865_SP_SET: SLAB
 BX0865_STAMPING: BIJOU 1930
 BX0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0865
 BX0865  HISTORY     - Date     Condition        Report By
 BX0865  HISTORY     - 1930     MONUMENTED       DOD
 BX0865  HISTORY     - 1966     GOOD             CGS
 BX0865
 BX0865                          STATION DESCRIPTION
 BX0865
 BX0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0865'0.15 MI N FROM ECHO.
 BX0865'ABOUT 0.15 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT ECHO,
 BX0865'IN ECTION 26, T 2 N, R 2 E, 279 FEET NORTHEAST OF THE NORTHEAST CORNER
 BX0865'OF A CATHOLIC CHURCH, 110 FEET NORTHEAST OF A T-JUNCTION OF ROADS, 60
 BX0865'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD WHICH WAS
 BX0865'FORMERLY STATE HIGHWAY 1, 10 FEET SOUTHEAST OF THE CENTER LINE OF A
 BX0865'TRAIL ROAD, 94 FEET NORTHEAST OF A POWER POLE BRACED BY 2 GUY WIRES,
 BX0865'0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 BX0865'LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BX0865'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BX0865'IRON PIPE BEARING A BRASS CAP AND PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0866 ***********************************************************************
 BX0866  DESIGNATION -  BIJOU CAP
 BX0866  PID         -  BX0866
 BX0866  STATE/COUNTY-  LA/RAPIDES
 BX0866  USGS QUAD   -  BELLE D'EAU (1983)
 BX0866
 BX0866                         *CURRENT SURVEY CONTROL
 BX0866  ___________________________________________________________________
 BX0866* NAD 83(1986)-  31 06 47.     (N)    092 14 22.     (W)     SCALED    
 BX0866* NAVD 88     -        19.987  (meters)      65.57   (feet)  ADJUSTED  
 BX0866  ___________________________________________________________________
 BX0866  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX0866  DYNAMIC HT  -          19.962 (meters)      65.49  (feet)  COMP
 BX0866  MODELED GRAV-     979,389.6   (mgal)                       NAVD 88
 BX0866
 BX0866  VERT ORDER  -  FIRST     CLASS I
 BX0866
 BX0866.The horizontal coordinates were scaled from a topographic map and have
 BX0866.an estimated accuracy of +/- 6 seconds.
 BX0866
 BX0866.The orthometric height was determined by differential leveling
 BX0866.and adjusted by the National Geodetic Survey in February 1994..
 BX0866
 BX0866.The geoid height was determined by GEOID03.
 BX0866
 BX0866.The dynamic height is computed by dividing the NAVD 88
 BX0866.geopotential number by the normal gravity value computed on the
 BX0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0866.degrees latitude (g = 980.6199 gals.).
 BX0866
 BX0866.The modeled gravity was interpolated from observed gravity values.
 BX0866
 BX0866;                    North         East    Units  Estimated Accuracy
 BX0866;SPC LA N     -    68,000.    1,024,860.      MT  (+/- 180 meters Scaled)
 BX0866
 BX0866                          SUPERSEDED SURVEY CONTROL
 BX0866
 BX0866  NAVD 88 (06/15/91)   19.992  (m)           65.59   (f) UNKNOWN     1 1
 BX0866  NGVD 29 (??/??/??)   19.961  (m)           65.49   (f) ADJUSTED    1 1
 BX0866
 BX0866.Superseded values are not recommended for survey control.
 BX0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0866.See file dsdata.txt to determine how the superseded data were derived.
 BX0866
 BX0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ725423(NAD 83)
 BX0866_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0866_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0866_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0866_STAMPING: BIJOU 1930
 BX0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0866
 BX0866  HISTORY     - Date     Condition        Report By
 BX0866  HISTORY     - 1930     MONUMENTED       DOD
 BX0866  HISTORY     - 1966     GOOD             CGS
 BX0866  HISTORY     - 1977     GOOD             NGS
 BX0866
 BX0866                          STATION DESCRIPTION
 BX0866
 BX0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0866'0.15 MI N FROM ECHO.
 BX0866'ABOUT 0.15 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT ECHO,
 BX0866'IN SECTION 26, T 2 N, R 2 E, 279 FEET NORTHEAST OF THE NORTHEAST
 BX0866'CORNER OF A CATHOLIC CHURCH, 110 FEET NORTHEAST OF A T-JUNCTION OF
 BX0866'ROADS, 60 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD
 BX0866'WHICH WAS FORMERLY STATE HIGHWAY 1, 10 FEET SOUTHEAST OF THE CENTER
 BX0866'LINE OF A TRAIL ROAD, 94 FEET NORTHEAST OF A POWER POLE BRACED BY 2
 BX0866'GUY WIRES, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 BX0866'ABOVE THE LEVEL OF THE ROAD, A 4-INCH IRON PIPE BEARING A BRASS CAP
 BX0866'AND PROJECTING 2 FEET.
 BX0866
 BX0866                          STATION RECOVERY (1977)
 BX0866
 BX0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0754 ***********************************************************************
 AV0754  DESIGNATION -  BILL MP CO 1955
 AV0754  PID         -  AV0754
 AV0754  STATE/COUNTY-  LA/CAMERON
 AV0754  USGS QUAD   -  HOG BAYOU (1979)
 AV0754
 AV0754                         *CURRENT SURVEY CONTROL
 AV0754  ___________________________________________________________________
 AV0754* NAD 83(1992)-  29 43 10.48108(N)    092 59 28.67770(W)     ADJUSTED  
 AV0754* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0754  **This station is located in a subsidence area (see below).
 AV0754  ___________________________________________________________________
 AV0754  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AV0754  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AV0754
 AV0754  HORZ ORDER  -  THIRD
 AV0754
 AV0754.The horizontal coordinates were established by classical geodetic methods
 AV0754.and adjusted by the National Geodetic Survey in January 1993..
 AV0754
 AV0754 ** The orthometric height has not been validated since last determined
 AV0754 ** by differential leveling and should not be used for control purposes.
 AV0754 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0754 ** area with valid NAVD 88 orthometric heights.
 AV0754 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0754 ** epoch indicated which incorporates improved geoid heights for the
 AV0754 ** Southern Louisiana Subsidence area.
 AV0754 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0754.The orthometric height was scaled from a topographic map.
 AV0754
 AV0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0754
 AV0754.The geoid height was determined by GEOID03.
 AV0754
 AV0754;                    North         East     Units Scale Factor Converg.
 AV0754;SPC LA S     -   136,344.248   839,596.771   MT  0.99993772   -0 49 44.4
 AV0754;SPC LA S     -   447,322.75  2,754,577.07   sFT  0.99993772   -0 49 44.4
 AV0754;UTM  15      - 3,287,713.024   500,841.506   MT  0.99960001   +0 00 15.5
 AV0754
 AV0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0754!SPC LA S     -   1.00000413  x   0.99993772  =   0.99994185
 AV0754!UTM  15      -   1.00000413  x   0.99960001  =   0.99960413
 AV0754
 AV0754                          SUPERSEDED SURVEY CONTROL
 AV0754
 AV0754  NAD 83(1986)-  29 43 10.50185(N)    092 59 28.65958(W) AD(       ) 3
 AV0754  NAD 27      -  29 43 09.70200(N)    092 59 28.13100(W) AD(       ) 3
 AV0754
 AV0754.Superseded values are not recommended for survey control.
 AV0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0754.See file dsdata.txt to determine how the superseded data were derived.
 AV0754
 AV0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0084287713(NAD 83)
 AV0754_MARKER: DD = SURVEY DISK
 AV0754_SETTING: 0 = UNSPECIFIED SETTING
 AV0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0754
 AV0754  HISTORY     - Date     Condition        Report By
 AV0754  HISTORY     - 1955     MONUMENTED       LOCENG
 AV0754
 AV0754                          STATION DESCRIPTION
 AV0754
 AV0754'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (RAG)
 AV0754'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF GRAND CHENEIR,
 AV0754'ABOUT 2.5 MILES SOUTHEAST OF THE EAST END OF MUD LAKE, ABOUT
 AV0754'0.3 MILE SOUTH OF A CANAL, ABOUT 0.1 MILE EAST OF A LONE OIL
 AV0754'WELL AND 100 FEET NORTH OF THE GULF OF MEXICO.
 AV0754'
 AV0754'THE STATION IS REACHED BY WAY OF MUD BOAT FROM GRAND CHENIER
 AV0754'TO THE VICINITY OF THE SOHIO PETROLEUM COMPANY, CARTER RUTHERFORD
 AV0754'WELL NUMBER 1 (SERIAL NUMBER 41155) AND THEN EASTERLY, BY FOOT,
 AV0754'TO THE STATION.
 AV0754'
 AV0754'THE STATION IS A STAINLESS STEEL DISK, STAMPED BILL MP CO, SET
 AV0754'IN THE TOP OF A 5 INCH, CONCRETE FILLED, PIPE WHICH PROJECTS
 AV0754'2 FEET.  THIS STATION WAS ESTABLISHED BY THE MAGNOLIA PETROLEUM
 AV0754'COMPANY.  A 30 FOOT WOODEN TOWER IS IN PLACE OVER THE STATION
 AV0754'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3513 ***********************************************************************
 BJ3513  DESIGNATION -  BILLY
 BJ3513  PID         -  BJ3513
 BJ3513  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3513  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3513
 BJ3513                         *CURRENT SURVEY CONTROL
 BJ3513  ___________________________________________________________________
 BJ3513* NAD 83(1992)-  30 51 01.71150(N)    090 59 11.71914(W)     ADJUSTED  
 BJ3513* NAVD 88     -        79.797  (meters)     261.80   (feet)  ADJUSTED  
 BJ3513  ___________________________________________________________________
 BJ3513  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ3513  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3513  DYNAMIC HT  -          79.694 (meters)     261.46  (feet)  COMP
 BJ3513  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3513
 BJ3513  HORZ ORDER  -  SECOND
 BJ3513  VERT ORDER  -  SECOND    CLASS I
 BJ3513
 BJ3513.The horizontal coordinates were established by classical geodetic methods
 BJ3513.and adjusted by the National Geodetic Survey in May 1994..
 BJ3513
 BJ3513.The orthometric height was determined by differential leveling
 BJ3513.and adjusted by the National Geodetic Survey in February 1994..
 BJ3513
 BJ3513.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3513
 BJ3513.The geoid height was determined by GEOID03.
 BJ3513
 BJ3513.The dynamic height is computed by dividing the NAVD 88
 BJ3513.geopotential number by the normal gravity value computed on the
 BJ3513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3513.degrees latitude (g = 980.6199 gals.).
 BJ3513
 BJ3513.The modeled gravity was interpolated from observed gravity values.
 BJ3513
 BJ3513;                    North         East     Units Scale Factor Converg.
 BJ3513;SPC LA S     -   260,596.444 1,033,168.279   MT  1.00003546   +0 10 24.2
 BJ3513;SPC LA S     -   854,973.50  3,389,652.93   sFT  1.00003546   +0 10 24.2
 BJ3513;UTM  15      - 3,414,766.204   692,530.638   MT  1.00005727   +1 01 58.1
 BJ3513
 BJ3513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3513!SPC LA S     -   0.99999175  x   1.00003546  =   1.00002721
 BJ3513!UTM  15      -   0.99999175  x   1.00005727  =   1.00004902
 BJ3513
 BJ3513|---------------------------------------------------------------------|
 BJ3513| PID    Reference Object                     Distance      Geod. Az  |
 BJ3513|                                                           dddmmss.s |
 BJ3513| BJ3512 BILLY RM 1                           10.244 METERS 13338     |
 BJ3513| BJ3511 BILLY AZ MK                                        1450451.3 |
 BJ3513| BJ4662 BILLY LDH 1970 POINT A               10.074 METERS 25920     |
 BJ3513| CV9659 BILLY AZ MK 2                                      2954709.0 |
 BJ3513| BJ3514 BILLY RM 2                            8.307 METERS 30914     |
 BJ3513|---------------------------------------------------------------------|
 BJ3513
 BJ3513                          SUPERSEDED SURVEY CONTROL
 BJ3513
 BJ3513  NAD 83(1992)-  30 51 01.71305(N)    090 59 11.71936(W) AD(       ) 2
 BJ3513  NAD 83(1986)-  30 51 01.72896(N)    090 59 11.71517(W) AD(       ) 2
 BJ3513  NAD 27      -  30 51 01.07710(N)    090 59 11.34043(W) AD(       ) 2
 BJ3513  NGVD 29 (07/19/86)   79.5    (m)          261.     (f) VERT ANG       
 BJ3513
 BJ3513.Superseded values are not recommended for survey control.
 BJ3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3513.See file dsdata.txt to determine how the superseded data were derived.
 BJ3513
 BJ3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9253114766(NAD 83)
 BJ3513_MARKER: DE = TRAVERSE STATION DISK
 BJ3513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3513_SP_SET: CONCRETE POST
 BJ3513_STAMPING: BILLY 1970
 BJ3513_MARK LOGO: LADH  
 BJ3513_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3513+STABILITY: SURFACE MOTION
 BJ3513
 BJ3513  HISTORY     - Date     Condition        Report By
 BJ3513  HISTORY     - 1970     MONUMENTED       LADH
 BJ3513  HISTORY     - 1983     GOOD             LADTD
 BJ3513  HISTORY     - 20060523 POOR             AERODA
 BJ3513
 BJ3513                          STATION DESCRIPTION
 BJ3513
 BJ3513'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ3513'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CLINTON, 13 MILES
 BJ3513'EAST OF JACKSON AND 13 MILES NORTHEAST OF SLAUGHTER IN THE NORTHEAST
 BJ3513'QUARTER OF SECTION 45, T2S-R2E AND ON THE PROPERTY OF THE LOUISIANA
 BJ3513'DEPARTMENT OF HIGHWAYS.
 BJ3513'
 BJ3513'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, DRIVE SOUTHEAST
 BJ3513'ALONG STATE HIGHWAY 67 FOR 1.2 MILES TO THE JUNCTION WITH STATE
 BJ3513'HIGHWAY 63, THENCE LEFT AND EAST ALONG STATE HIGHWAY 63 FOR 1.1
 BJ3513'MILES TO THE STATION WHICH IS ON THE LEFT AND NORTH OF THE HIGHWAY
 BJ3513'NEAR A FENCE AND A BRACE POLE.
 BJ3513'
 BJ3513'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST ALONG
 BJ3513'STATE HIGHWAY 63 FOR 0.5 MILE TO THE MARK WHICH IS ON THE RIGHT AND
 BJ3513'SOUTH OF THE HIGHWAY NEAR A FENCE.
 BJ3513'
 BJ3513'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE WEST-NORTHWEST ALONG
 BJ3513'STATE HIGHWAY 63 FOR 0.3 MILE TO THE MARK WHICH IS ON THE RIGHT AND
 BJ3513'NORTH OF THE HIGHWAY NEAR A PINE TREE.
 BJ3513'
 BJ3513'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3513'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3513'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3513'BILLY 1970.  IT IS 81 FEET NORTHEAST OF A POWER POLE, 41 FEET WEST
 BJ3513'OF A 30 INCH MAGNOLIA TREE, 40 FEET NORTH-NORTHEAST OF THE CENTER
 BJ3513'OF STATE HIGHWAY 63, 9 FEET SOUTHEAST OF A BRACE POLE, 2 FEET
 BJ3513'SOUTHWEST OF A FENCE AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 BJ3513'
 BJ3513'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3513'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3513'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3513'BILLY RM 1 1970.  IT IS 93 FEET EAST OF A POWER POLE, 47 FEET
 BJ3513'NORTHWEST OF A 28 INCH CEDAR TREE, 39 FEET NORTHEAST OF THE CENTER
 BJ3513'OF STATE HIGHWAY 63, 34 FEET SOUTHEAST OF THE METAL WITNESS POST AT
 BJ3513'THE STATION AND 17 FEET NORTH OF THE NORTH END OF A METAL
 BJ3513'CULVERT UNDER STATE HIGHWAY 63.
 BJ3513'
 BJ3513'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3513'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3513'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3513'BILLY RM 2 1970.  IT IS 78 FEET NORTH-NORTHEAST OF A POWER POLE,
 BJ3513'39 FEET NORTH-EAST OF THE CENTER OF STATE HIGHWAY 63, 28 FEET
 BJ3513'NORTHWEST OF THE METAL WITNESS POST AT THE STATION, 18 FEET NORTHWEST
 BJ3513'OF A BRACE POLE AND 3 FEET SOUTHWEST OF A FENCE.
 BJ3513'
 BJ3513'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3513'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3513'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3513'BILLY AZ MK 1970.  IT IS 41 FEET SOUTHWEST OF THE CENTER OF STATE
 BJ3513'HIGHWAY 63, 28 FEET SOUTHEAST OF A POWER POLE, 19 FEET NORTHWEST OF
 BJ3513'A HIGHWAY RIGHT OF WAY MARKER, 2 FEET SOUTHWEST OF A METAL WITNESS
 BJ3513'POST AND 1 FOOT NORTHEAST OF A FENCE.
 BJ3513'
 BJ3513'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3513'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3513'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3513'BILLY AZ MK 2 1970.  IT IS 76 FEET NORTHEAST OF A POWER POLE, 36
 BJ3513'FEET NORTH OF THE CENTER OF STATE HIGHWAY 63, 32 FEET EAST OF A
 BJ3513'BRACE POLE, 10 FEET SOUTH OF A 30 INCH PINE TREE AND 2 FEET NORTH OF
 BJ3513'A METAL WITNESS POST.
 BJ3513'
 BJ3513'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ3513
 BJ3513                          STATION RECOVERY (1983)
 BJ3513
 BJ3513'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3513'3.7 KM (2.3 MI) SE FROM CLINTON.
 BJ3513'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3513'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3513'LEFT AND EAST ON HIGHWAY 63 FOR 1.8 KM (1.1 MILES) TO THE STATION MARK
 BJ3513'ON THE LEFT AND NORTH OF THE HIGHWAY NEAR A FENCE AND A BRACE POLE,
 BJ3513'24.7 METERS (81 FEET) NORTHEAST OF A POWER POLE, 12.5 METERS (41 FEET)
 BJ3513'WEST OF A 30-INCH MAGNOLIA TREE, 12.2 METERS (40 FEET) NORTH-NORTHEAST
 BJ3513'OF THE CENTER OF HIGHWAY 63, 2.7 METERS (9 FEET) SOUTHEAST OF A BRACE
 BJ3513'POLE AND 0.6 METER (2 FEET) SOUTHWEST OF A FENCE.
 BJ3513'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ3513'THE MARK IS ABOVE LEVEL WITH HIGHWAY 63.
 BJ3513
 BJ3513                          STATION RECOVERY (2006)
 BJ3513
 BJ3513'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ3513'MOUNTING DISTURBED DUE TO NEARBY LAND CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3511 ***********************************************************************
 BJ3511  DESIGNATION -  BILLY AZ MK
 BJ3511  PID         -  BJ3511
 BJ3511  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3511  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3511
 BJ3511                         *CURRENT SURVEY CONTROL
 BJ3511  ___________________________________________________________________
 BJ3511* NAD 83(1986)-  30 50 37.     (N)    090 58 51.     (W)     SCALED    
 BJ3511* NAVD 88     -        78.327  (meters)     256.98   (feet)  ADJUSTED  
 BJ3511  ___________________________________________________________________
 BJ3511  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3511  DYNAMIC HT  -          78.226 (meters)     256.65  (feet)  COMP
 BJ3511  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ3511
 BJ3511  VERT ORDER  -  SECOND    CLASS I
 BJ3511
 BJ3511.The horizontal coordinates were scaled from a topographic map and have
 BJ3511.an estimated accuracy of +/- 6 seconds.
 BJ3511
 BJ3511.The orthometric height was determined by differential leveling
 BJ3511.and adjusted by the National Geodetic Survey in February 1994..
 BJ3511
 BJ3511.The geoid height was determined by GEOID03.
 BJ3511
 BJ3511.The dynamic height is computed by dividing the NAVD 88
 BJ3511.geopotential number by the normal gravity value computed on the
 BJ3511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3511.degrees latitude (g = 980.6199 gals.).
 BJ3511
 BJ3511.The modeled gravity was interpolated from observed gravity values.
 BJ3511
 BJ3511;                    North         East    Units  Estimated Accuracy
 BJ3511;SPC LA S     -   259,840.    1,033,720.      MT  (+/- 180 meters Scaled)
 BJ3511
 BJ3511                          SUPERSEDED SURVEY CONTROL
 BJ3511
 BJ3511.No superseded survey control is available for this station.
 BJ3511
 BJ3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ930140(NAD 83)
 BJ3511_MARKER: DZ = AZIMUTH MARK DISK
 BJ3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3511_SP_SET: CONCRETE POST
 BJ3511_STAMPING: BILLY AZ MK 1970
 BJ3511_MARK LOGO: LADH  
 BJ3511_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3511+STABILITY: SURFACE MOTION
 BJ3511
 BJ3511  HISTORY     - Date     Condition        Report By
 BJ3511  HISTORY     - 1970     MONUMENTED       LADH
 BJ3511  HISTORY     - 1983     GOOD             LADTD
 BJ3511
 BJ3511                          STATION DESCRIPTION
 BJ3511
 BJ3511'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3511'4.5 KM (2.8 MI) SE FROM CLINTON.
 BJ3511'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3511'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3511'LEFT AND EAST ON HIGHWAY 63 FOR 2.6 KM (1.6 MILES) TO THE AZIMUTH MARK
 BJ3511'ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR A FENCE, 12.5 METERS (41
 BJ3511'FEET) SOUTHWEST OF THE CENTER OF HIGHWAY 63, 8.5 METERS (28 FEET)
 BJ3511'SOUTHEAST OF A POWER POLE, 5.8 METERS (19 FEET) NORTHWEST OF A
 BJ3511'RIGHT-OF-WAY MARKER AND 0.3 METER (1 FOOT) NORTHEAST OF A FENCE.
 BJ3511'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BJ3511'THE MARK IS 1.52 M ABOVE HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3512 ***********************************************************************
 BJ3512  DESIGNATION -  BILLY RM 1
 BJ3512  PID         -  BJ3512
 BJ3512  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3512  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3512
 BJ3512                         *CURRENT SURVEY CONTROL
 BJ3512  ___________________________________________________________________
 BJ3512* NAD 83(1986)-  30 51 02.     (N)    090 59 11.     (W)     SCALED    
 BJ3512* NAVD 88     -        79.728  (meters)     261.57   (feet)  ADJUSTED  
 BJ3512  ___________________________________________________________________
 BJ3512  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3512  DYNAMIC HT  -          79.625 (meters)     261.24  (feet)  COMP
 BJ3512  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3512
 BJ3512  VERT ORDER  -  SECOND    CLASS I
 BJ3512
 BJ3512.The horizontal coordinates were scaled from a topographic map and have
 BJ3512.an estimated accuracy of +/- 6 seconds.
 BJ3512
 BJ3512.The orthometric height was determined by differential leveling
 BJ3512.and adjusted by the National Geodetic Survey in February 1994..
 BJ3512
 BJ3512.The geoid height was determined by GEOID03.
 BJ3512
 BJ3512.The dynamic height is computed by dividing the NAVD 88
 BJ3512.geopotential number by the normal gravity value computed on the
 BJ3512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3512.degrees latitude (g = 980.6199 gals.).
 BJ3512
 BJ3512.The modeled gravity was interpolated from observed gravity values.
 BJ3512
 BJ3512;                    North         East    Units  Estimated Accuracy
 BJ3512;SPC LA S     -   260,610.    1,033,190.      MT  (+/- 180 meters Scaled)
 BJ3512
 BJ3512                          SUPERSEDED SURVEY CONTROL
 BJ3512
 BJ3512.No superseded survey control is available for this station.
 BJ3512
 BJ3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ925147(NAD 83)
 BJ3512_MARKER: DR = REFERENCE MARK DISK
 BJ3512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3512_SP_SET: CONCRETE POST
 BJ3512_STAMPING: BILLY RM 1 1970
 BJ3512_MARK LOGO: LADH  
 BJ3512_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3512+STABILITY: SURFACE MOTION
 BJ3512
 BJ3512  HISTORY     - Date     Condition        Report By
 BJ3512  HISTORY     - 1970     MONUMENTED       LADH
 BJ3512  HISTORY     - 1983     GOOD             LADTD
 BJ3512
 BJ3512                          STATION DESCRIPTION
 BJ3512
 BJ3512'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3512'3.7 KM (2.3 MI) SE FROM CLINTON.
 BJ3512'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3512'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3512'LEFT AND EAST ON HIGHWAY 63 FOR 1.8 KM (1.1 MILES) TO THE REFERENCE
 BJ3512'MARK ON THE LEFT AND NORTH OF THE HIGHWAY, 28.3 METERS (93 FEET) EAST
 BJ3512'OF A POWER POLE, 14.3 METERS (47 FEET) NORTHWEST OF A 28-INCH CEDAR
 BJ3512'TREE, 11.9 METERS (39 FEET) NORTHEAST OF THE CENTER OF HIGHWAY 63 AND
 BJ3512'5.2 METERS (17 FEET) NORTH OF THE NORTH END OF A METAL CULVERT UNDER
 BJ3512'HIGHWAY 63.
 BJ3512'THE MARK IS 10.4 METERS  SE FROM A WITNESS POST.
 BJ3512'THE MARK IS ABOVE LEVEL WITH HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3514 ***********************************************************************
 BJ3514  DESIGNATION -  BILLY RM 2
 BJ3514  PID         -  BJ3514
 BJ3514  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3514  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3514
 BJ3514                         *CURRENT SURVEY CONTROL
 BJ3514  ___________________________________________________________________
 BJ3514* NAD 83(1986)-  30 51 02.     (N)    090 59 11.     (W)     SCALED    
 BJ3514* NAVD 88     -        79.859  (meters)     262.00   (feet)  ADJUSTED  
 BJ3514  ___________________________________________________________________
 BJ3514  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3514  DYNAMIC HT  -          79.756 (meters)     261.67  (feet)  COMP
 BJ3514  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3514
 BJ3514  VERT ORDER  -  SECOND    CLASS I
 BJ3514
 BJ3514.The horizontal coordinates were scaled from a topographic map and have
 BJ3514.an estimated accuracy of +/- 6 seconds.
 BJ3514
 BJ3514.The orthometric height was determined by differential leveling
 BJ3514.and adjusted by the National Geodetic Survey in February 1994..
 BJ3514
 BJ3514.The geoid height was determined by GEOID03.
 BJ3514
 BJ3514.The dynamic height is computed by dividing the NAVD 88
 BJ3514.geopotential number by the normal gravity value computed on the
 BJ3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3514.degrees latitude (g = 980.6199 gals.).
 BJ3514
 BJ3514.The modeled gravity was interpolated from observed gravity values.
 BJ3514
 BJ3514;                    North         East    Units  Estimated Accuracy
 BJ3514;SPC LA S     -   260,610.    1,033,190.      MT  (+/- 180 meters Scaled)
 BJ3514
 BJ3514                          SUPERSEDED SURVEY CONTROL
 BJ3514
 BJ3514.No superseded survey control is available for this station.
 BJ3514
 BJ3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ925147(NAD 83)
 BJ3514_MARKER: DR = REFERENCE MARK DISK
 BJ3514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3514_SP_SET: CONCRETE POST
 BJ3514_STAMPING: BILLY RM 2 1970
 BJ3514_MARK LOGO: LADH  
 BJ3514_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3514+STABILITY: SURFACE MOTION
 BJ3514
 BJ3514  HISTORY     - Date     Condition        Report By
 BJ3514  HISTORY     - 1970     MONUMENTED       LADH
 BJ3514  HISTORY     - 1983     GOOD             LADTD
 BJ3514
 BJ3514                          STATION DESCRIPTION
 BJ3514
 BJ3514'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3514'3.7 KM (2.3 MI) SE FROM CLINTON.
 BJ3514'ABOUT 1.9 KM (1.2 MILES) SOUTHEAST ON STATE HIGHWAY 67 FROM THE
 BJ3514'COURTHOUSE IN CLINTON TO THE JUNCTION WITH STATE HIGHWAY 63, THENCE
 BJ3514'LEFT AND EAST ON HIGHWAY 63 FOR 1.8 KM (1.1 MILES) TO THE REFERENCE
 BJ3514'MARK ON THE LEFT AND NORTH OF THE HIGHWAY, 23.8 METERS (78 FEET)
 BJ3514'NORTH-NORTHEAST OF A POWER POLE, 11.9 METERS (39 FEET) NORTHEAST OF
 BJ3514'THE CENTER OF HIGHWAY 63, 5.5 METERS (18 FEET) NORTHWEST OF A BRACE
 BJ3514'POLE AND 0.9 METER (3 FEET) SOUTHWEST OF A FENCE.
 BJ3514'THE MARK IS 8.53 METERS  NW FROM A WITNESS POST.
 BJ3514'THE MARK IS ABOVE LEVEL WITH HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1244 ***********************************************************************
 AT1244  DESIGNATION -  BILOXI BAYOU
 AT1244  PID         -  AT1244
 AT1244  STATE/COUNTY-  LA/ST BERNARD
 AT1244  USGS QUAD   -  POINTE AUX MARCHETTES (1994)
 AT1244
 AT1244                         *CURRENT SURVEY CONTROL
 AT1244  ___________________________________________________________________
 AT1244* NAD 83(1992)-  29 59 47.48836(N)    089 33 28.88203(W)     ADJUSTED  
 AT1244* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1244  **This station is located in a subsidence area (see below).
 AT1244  ___________________________________________________________________
 AT1244  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AT1244  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AT1244
 AT1244  HORZ ORDER  -  SECOND
 AT1244
 AT1244.The horizontal coordinates were established by classical geodetic methods
 AT1244.and adjusted by the National Geodetic Survey in May 1994..
 AT1244
 AT1244 ** The orthometric height has not been validated since last determined
 AT1244 ** by differential leveling and should not be used for control purposes.
 AT1244 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1244 ** area with valid NAVD 88 orthometric heights.
 AT1244 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1244 ** epoch indicated which incorporates improved geoid heights for the
 AT1244 ** Southern Louisiana Subsidence area.
 AT1244 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1244.The orthometric height was scaled from a topographic map.
 AT1244
 AT1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1244
 AT1244.The geoid height was determined by GEOID03.
 AT1244
 AT1244;                    North         East     Units Scale Factor Converg.
 AT1244;SPC LA S     -   167,208.013 1,171,279.508   MT  0.99992575   +0 53 15.6
 AT1244;SPC LA S     -   548,581.62  3,842,772.85   sFT  0.99992575   +0 53 15.6
 AT1244;UTM  16      - 3,321,155.377   253,234.729   MT  1.00035135   -1 16 46.3
 AT1244
 AT1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1244!SPC LA S     -   1.00000412  x   0.99992575  =   0.99992987
 AT1244!UTM  16      -   1.00000412  x   1.00035135  =   1.00035547
 AT1244
 AT1244:                Primary Azimuth Mark                     Grid Az
 AT1244:SPC LA S     -  PEARL RIVER LIGHT                        009 28 08.7
 AT1244:UTM  16      -  PEARL RIVER LIGHT                        011 38 10.6
 AT1244
 AT1244|---------------------------------------------------------------------|
 AT1244| PID    Reference Object                     Distance      Geod. Az  |
 AT1244|                                                           dddmmss.s |
 AT1244| BH2766 PEARL RIVER LIGHT                   APPROX.18.1 KM 0102124.3 |
 AT1244| DD6357 BILOXI BAYOU RM 1                    32.895 METERS 08438     |
 AT1244| DD6358 BILOXI BAYOU RM 2                    45.395 METERS 17641     |
 AT1244| AT1269 SHELL BEACH OIL DERRICK             APPROX.19.0 KM 2232927.5 |
 AT1244| BH2776 ALLIGATOR                           APPROX.16.1 KM 2842158.9 |
 AT1244|---------------------------------------------------------------------|
 AT1244
 AT1244                          SUPERSEDED SURVEY CONTROL
 AT1244
 AT1244  NAD 83(1992)-  29 59 47.49496(N)    089 33 28.87655(W) AD(       ) 2
 AT1244  NAD 83(1986)-  29 59 47.50016(N)    089 33 28.87812(W) AD(       ) 2
 AT1244  NAD 27      -  29 59 46.76900(N)    089 33 28.69200(W) AD(       ) 2
 AT1244
 AT1244.Superseded values are not recommended for survey control.
 AT1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1244.See file dsdata.txt to determine how the superseded data were derived.
 AT1244
 AT1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5323521155(NAD 83)
 AT1244_MARKER: K = CLAY TILE PIPE
 AT1244_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AT1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1244
 AT1244  HISTORY     - Date     Condition        Report By
 AT1244  HISTORY     - 1909     MONUMENTED       CGS
 AT1244  HISTORY     - 1934     GOOD             CGS
 AT1244  HISTORY     - 1952     GOOD             CGS
 AT1244  HISTORY     - 1966     GOOD             CGS
 AT1244  HISTORY     - 1971     GOOD             NGS
 AT1244
 AT1244                          STATION DESCRIPTION
 AT1244
 AT1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1244'IN THE MARSHES ON THE SOUTHERN SHORE OF LAKE BORGNE AND ABOUT 1-1/2
 AT1244'MILES E BY N OF
 AT1244'POINT AUX MARCHETTES ON BILOXI BAYOU.  THE BAYOU
 AT1244'FORKS ABOUT 75 METERS (246 FEET)
 AT1244'FROM THE MOUTH AND THE STATION
 AT1244'IS ON THE SOUTHEASTERN SHORE OF THE W FORK AT A
 AT1244'POINT WHICH IS
 AT1244'ABOUT 10 METERS (33 FEET) W OF A LINE TANGENT TO THE W BANK AT
 AT1244'THE FORK AND
 AT1244'THE E BANK AT THE MOUTH, 10 METERS (33 FEET) INSHORE
 AT1244'FROM THE BANK, AND 24 METERS
 AT1244'(79 FEET) FROM THE SHORE IN THE
 AT1244'DIRECTION TO THE E BANK AT THE MOUTH OF THE
 AT1244'BAYOU.  THE STATION
 AT1244'IS MARKED BY TWO TERRA COTTA PIPES 2 FEET LONG, 4 INCHES IN
 AT1244'DIAMETER, SUNK ONE
 AT1244'ABOVE THE OTHER WITH FLANGES DOWN.  CONCRETE IS
 AT1244'PACKED AROUND THE PIPES.
 AT1244'THE UPPER PIPE PROJECTS 8 INCHES ABOVE
 AT1244'THE MARSH.  REFERENCE MARK NO. 1 IS A
 AT1244'STANDARD BRONZE REFERENCE
 AT1244'DISK SET IN CONCRETE IN AN 8-INCH TILE, FLANGES DOWN,
 AT1244'PROJECTS
 AT1244'ABOUT 10 INCHES ABOVE THE GROUND AND IS 32.895 METERS (107.95
 AT1244'FEET) FROM THE
 AT1244'STATION N 84 DEG 38 MIN E.  REFERENCE MARK NO.
 AT1244'2 IS A STANDARD BRONZE REFERENCE
 AT1244'DISK SET IN CONCRETE IN AN 8-INCH
 AT1244'TILE, FLANGES DOWN, PROJECTS ABOUT 10 INCHES ABOVE
 AT1244'THE GROUND
 AT1244'AND IS 45.395 METERS (148.95 FEET) FROM THE STATION
 AT1244'N 3 DEG 19 MIN E.
 AT1244'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 57.000
 AT1244'METERS (187.03 FEET).  LAKE BORGNE
 AT1244'LIGHTHOUSE IS IN N 25 DEG 07 MIN E,
 AT1244'AN OIL DERRICK NEAR SHELL BEACH IS
 AT1244'S 43 DEG 30 MIN W, AND
 AT1244'ALLIGATOR POINT LIGHT IS S 86 DEG 44 MIN W.
 AT1244
 AT1244                          STATION RECOVERY (1952)
 AT1244
 AT1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1244'STATION AND REFERENCE MARKS
 AT1244'RECOVERED IN GOOD
 AT1244'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 AT1244'
 AT1244'STATION IS LOCATED ON THE SE SHORE OF LAKE BORGNE, APPROXIMATELY
 AT1244'1.5 MILES E BY N
 AT1244'OF POINT AUX MARCHETTES ON BILOXI BAYOU.
 AT1244'THE BAYOU FORKS ABOUT 800 FEET FROM
 AT1244'THE MOUTH AND THE STATION IS
 AT1244'ON THE SE SHORE OF THE W FORK, APPROXIMATELY 500 FEET
 AT1244'SW OF THE
 AT1244'FORK, 500 FEET NE OF ANOTHER BRANCH OF THE BAYOU LEADING TO THE E, 24
 AT1244'FEET SE OF THE
 AT1244'SHORE, AND 2 FEET E OF A 4- BY 4-INCH WOODEN
 AT1244'WITNESS POST.
 AT1244'
 AT1244'STATION MARK IS A STANDARD DISK, STAMPED BILOXI BAYOU 1910, SET
 AT1244'IN CONCRETE IN THE
 AT1244'TOP OF A 4-INCH TILE FLUSH WITH THE GROUND.
 AT1244'ACCORDING TO ORIGINAL DESCRIPTION,
 AT1244'UNDERGROUND MARK IS A 4-INCH
 AT1244'TERRA COTTA PIPE SET IN CONCRETE.
 AT1244'
 AT1244'R.M. 1 IS A STANDARD DISK, STAMPED BILOXI BAYOU NO 1 1934, SET
 AT1244'IN CONCRETE IN THE
 AT1244'TOP OF AN 8-INCH TILE PROJECTING 6 INCHES.
 AT1244'IT IS 32.895 METERS (107.95 FEET)
 AT1244'FROM THE STATION N 84 DEG 38 MIN E.
 AT1244'
 AT1244'R.M. 2 IS A STANDARD DISK, STAMPED BILOXI BAYOU NO 2 1934, SET
 AT1244'IN CONCRETE IN THE
 AT1244'TOP OF AN 8-INCH TILE PROJECTING 6 INCHES.
 AT1244'IT IS 45.395 METERS (148.95 FEET) FROM
 AT1244'THE STATION S 3 DEG 19 MIN E.
 AT1244'
 AT1244'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 57.000 METERS
 AT1244'(187.03 FEET).
 AT1244
 AT1244                          STATION RECOVERY (1966)
 AT1244
 AT1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1244'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE TWO
 AT1244'REFERENCE MARKS WERE
 AT1244'FOUND IN GOOD CONDITION.  THE STATION MARK IS IN THE EAST
 AT1244'EDGE OF BAYOU BILOXI, WHICH
 AT1244'IS UNDER WATER AT HIGH TIDE.  A NEW STATION
 AT1244'WAS ESTABLISHED NEAR BY BILOXI BAYOU 2.  A
 AT1244'TRAVERSE CONNECTION WAS
 AT1244'MADE, THE DISTANCE BEING 41.1800 METERS (135.105 FEET)
 AT1244
 AT1244                          STATION RECOVERY (1971)
 AT1244
 AT1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1244'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1245 ***********************************************************************
 AT1245  DESIGNATION -  BILOXI BAYOU 2
 AT1245  PID         -  AT1245
 AT1245  STATE/COUNTY-  LA/ST BERNARD
 AT1245  USGS QUAD   -  POINTE AUX MARCHETTES (1994)
 AT1245
 AT1245                         *CURRENT SURVEY CONTROL
 AT1245  ___________________________________________________________________
 AT1245* NAD 83(1992)-  29 59 47.38790(N)    089 33 27.34995(W)     ADJUSTED  
 AT1245* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AT1245  **This station is located in a subsidence area (see below).
 AT1245  ___________________________________________________________________
 AT1245  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AT1245  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AT1245
 AT1245  HORZ ORDER  -  THIRD
 AT1245
 AT1245.The horizontal coordinates were established by classical geodetic methods
 AT1245.and adjusted by the National Geodetic Survey in May 1994..
 AT1245
 AT1245 ** The orthometric height has not been validated since last determined
 AT1245 ** by differential leveling and should not be used for control purposes.
 AT1245 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1245 ** area with valid NAVD 88 orthometric heights.
 AT1245 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1245 ** epoch indicated which incorporates improved geoid heights for the
 AT1245 ** Southern Louisiana Subsidence area.
 AT1245 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1245
 AT1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1245
 AT1245.The geoid height was determined by GEOID03.
 AT1245
 AT1245;                    North         East     Units Scale Factor Converg.
 AT1245;SPC LA S     -   167,205.557 1,171,320.612   MT  0.99992575   +0 53 16.4
 AT1245;SPC LA S     -   548,573.56  3,842,907.71   sFT  0.99992575   +0 53 16.4
 AT1245;UTM  16      - 3,321,151.366   253,275.728   MT  1.00035110   -1 16 45.5
 AT1245
 AT1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1245!SPC LA S     -   1.00000401  x   0.99992575  =   0.99992976
 AT1245!UTM  16      -   1.00000401  x   1.00035110  =   1.00035511
 AT1245
 AT1245|---------------------------------------------------------------------|
 AT1245| PID    Reference Object                     Distance      Geod. Az  |
 AT1245|                                                           dddmmss.s |
 AT1245| DD6361 BILOXI BAYOU 2 RM 3                  12.535 METERS 08720     |
 AT1245| AT1246 TRIP 2                              APPROX. 6.5 KM 1995354.1 |
 AT1245| DD6360 BILOXI BAYOU 2 RM 2                  57.129 METERS 22218     |
 AT1245| AT1244 BILOXI BAYOU                         41.180 METERS 27418     |
 AT1245| DD6359 BILOXI BAYOU 2 RM 1                  10.351 METERS 30634     |
 AT1245|---------------------------------------------------------------------|
 AT1245
 AT1245                          SUPERSEDED SURVEY CONTROL
 AT1245
 AT1245  NAD 83(1992)-  29 59 47.39451(N)    089 33 27.34447(W) AD(       ) 3
 AT1245  NAD 83(1986)-  29 59 47.39969(N)    089 33 27.34598(W) AD(       ) 3
 AT1245  NAD 27      -  29 59 46.66850(N)    089 33 27.16000(W) AD(       ) 3
 AT1245  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AT1245
 AT1245.Superseded values are not recommended for survey control.
 AT1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1245.See file dsdata.txt to determine how the superseded data were derived.
 AT1245
 AT1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5327621151(NAD 83)
 AT1245_MARKER: DS = TRIANGULATION STATION DISK
 AT1245_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1245+WITH SETTING: INFORMATION.
 AT1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1245
 AT1245  HISTORY     - Date     Condition        Report By
 AT1245  HISTORY     - 1966     MONUMENTED       CGS
 AT1245  HISTORY     - 1969     GOOD             CGS
 AT1245  HISTORY     - 1971     GOOD             NGS
 AT1245
 AT1245                          STATION DESCRIPTION
 AT1245
 AT1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1245'THE STATION IS LOCATED ON THE SOUTHEAST SHORE OF LAKE BORGNE, ABOUT
 AT1245'1-1/2 MILES
 AT1245'EAST-NORTHEAST OF POINT AUX MARCHETTES, ABOUT 800 FEET SOUTH
 AT1245'OF THE MOUTH OF BAYOU BILOXI,
 AT1245'ABOUT 250 FEET SOUTH OF THE INTERSECTION
 AT1245'OF BAYOU BILOXI AND BAYOU MARGILL, ALONG THE
 AT1245'SOUTHEAST SIDE OF BAYOU
 AT1245'BILOXI.
 AT1245'
 AT1245'THE STATION IS A STANDARD DISK STAMPED BILOXI BAYOU 2 1966, CRIMPED
 AT1245'TO THE TOP OF A
 AT1245'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1245'ENCASED IN A 4 INCH ORANGEBURG
 AT1245'PIPE WHICH PROJECTS 24 INCHES.  IT IS 105
 AT1245'FEET EAST OF THE EAST BANK OF BAYOU BILOXI, AND 1
 AT1245'FOOT SOUTH OF A METAL
 AT1245'WITNESS POST.
 AT1245'
 AT1245'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BILOXI BAYOU NO 1
 AT1245'1934, SET IN
 AT1245'CONCRETE IN THE TOP OF A 10 INCH TERRACOTTA PIPE WHICH PROJECTS
 AT1245'2 INCHES.  IT IS 71 FEET EAST
 AT1245'OF THE EAST BANK OF BAYOU BILOXI, AND
 AT1245'34 FEET WEST OF THE METAL WITNESS POST.
 AT1245'
 AT1245'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BILOXI BAYOU NO 2
 AT1245'1934, SET IN
 AT1245'CONCRETE IN THE TOP OF A 10 INCH TERRACOTTA PIPE WHICH PROJECTS
 AT1245'6 INCHES.  IT IS 145 FEET EAST
 AT1245'OF THE EAST BANK OF BAYOU BILOXI, AND
 AT1245'1 FOOT NORTHWEST OF A METAL WITNESS POST.
 AT1245'
 AT1245'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BILOXI BAYOU 2
 AT1245'NO 3 1966, CRIMPED
 AT1245'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AT1245'FEET LONG.  IT IS ENCASED IN A 4 INCH
 AT1245'ORANGEBURG PIPE WHICH PROJECTS
 AT1245'18 INCHES.  IT IS 145 FEET EAST OF THE EAST BANK OF
 AT1245'BAYOU BILOXI, AND
 AT1245'41 FEET NORTHEAST OF THE METAL WITNESS POST.
 AT1245'
 AT1245'BILOXI BAYOU 1909 IS A STANDARD MARK STAMPED BILOXI BAYOU 1910, SET
 AT1245'IN CONCRETE IN THE
 AT1245'TOP OF A 4 INCH TERRACOTTA PIPE WHICH PROJECTS
 AT1245'ABOUT 4 INCHES ABOVE THE WATER DURING
 AT1245'HIGH TIDE.  IT IS IN THE EAST
 AT1245'EDGE OF BAYOU BILOXI, 1 FOOT EAST OF A METAL WITNESS
 AT1245'POST.
 AT1245'
 AT1245'NOTE- THIS STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT1245'
 AT1245'HEIGHT OF LIGHT ABOVE STATION MARK 10.29 METERS.
 AT1245
 AT1245                          STATION RECOVERY (1969)
 AT1245
 AT1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1245'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1245'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT1245'CONDITION.  THE RMS WERE IN GOOD CONDITION.
 AT1245
 AT1245                          STATION RECOVERY (1971)
 AT1245
 AT1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1245'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 AT1245'FOLLOWING CHANGE--REFERENCE MARK NO. 3 IS NOW FLUSH WITH THE MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0881 ***********************************************************************
 AT0881  DESIGNATION -  BIRD 1950
 AT0881  PID         -  AT0881
 AT0881  STATE/COUNTY-  LA/ST BERNARD
 AT0881  USGS QUAD   -  NORTH ISLANDS (1951)
 AT0881
 AT0881                         *CURRENT SURVEY CONTROL
 AT0881  ___________________________________________________________________
 AT0881* NAD 83(1992)-  29 57 26.47001(N)    088 49 20.47868(W)     ADJUSTED  
 AT0881* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AT0881  ___________________________________________________________________
 AT0881  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AT0881  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AT0881
 AT0881  HORZ ORDER  -  SECOND
 AT0881
 AT0881.The horizontal coordinates were established by classical geodetic methods
 AT0881.and adjusted by the National Geodetic Survey in May 1994..
 AT0881
 AT0881.The orthometric height was scaled from a topographic map.
 AT0881
 AT0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0881
 AT0881.The geoid height was determined by GEOID03.
 AT0881
 AT0881;                    North         East     Units Scale Factor Converg.
 AT0881;SPC LA S     -   164,194.544 1,242,341.142   MT  0.99992603   +1 15 19.9
 AT0881;SPC LA S     -   538,694.93  4,075,914.23   sFT  0.99992603   +1 15 19.9
 AT0881;UTM  16      - 3,315,456.497   324,147.982   MT  0.99998154   -0 54 36.9
 AT0881
 AT0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0881!SPC LA S     -   1.00000340  x   0.99992603  =   0.99992943
 AT0881!UTM  16      -   1.00000340  x   0.99998154  =   0.99998494
 AT0881
 AT0881                          SUPERSEDED SURVEY CONTROL
 AT0881
 AT0881  NAD 83(1992)-  29 57 26.47745(N)    088 49 20.46905(W) AD(       ) 2
 AT0881  NAD 83(1986)-  29 57 26.47585(N)    088 49 20.46740(W) AD(       ) 2
 AT0881  NAD 27      -  29 57 25.73500(N)    088 49 20.40700(W) AD(       ) 2
 AT0881
 AT0881.Superseded values are not recommended for survey control.
 AT0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0881.See file dsdata.txt to determine how the superseded data were derived.
 AT0881
 AT0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2414815456(NAD 83)
 AT0881_MARKER: DS = TRIANGULATION STATION DISK
 AT0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0881+STABILITY: SURFACE MOTION
 AT0881
 AT0881  HISTORY     - Date     Condition        Report By
 AT0881  HISTORY     - 1950     MONUMENTED       CGS
 AT0881
 AT0881                          STATION DESCRIPTION
 AT0881
 AT0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0881'THE STATION IS LOCATED ON CHANDELEUR ISLANDS, 7 MILES SE OF
 AT0881'CHANDELEUR
 AT0881'LIGHTHOUSE, 1,000 FEET S OF THE E END OF A SMALL BAYOU,
 AT0881'108 FEET N OF THE NW END OF A
 AT0881'LARGE GRASS-COVERED DUNE, IN TOP OF A
 AT0881'LOW DUNE, AND 3 FEET S OF A WITNESS POST.
 AT0881'
 AT0881'STATION MARK IS A STANDARD DISK, STAMPED BIRD 1950, AND SET IN THE
 AT0881'TOP OF A 6-INCH
 AT0881'ROUND CONCRETE MONUMENT PROJECTING 0.5 FOOT ABOVE
 AT0881'GROUND.
 AT0881'
 AT0881'STATION IS 155.4 METERS N 90 DEG E FROM THE MEAN HIGHWATER
 AT0881'LINE.
 AT0881'
 AT0881'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1217 ***********************************************************************
 AT1217  DESIGNATION -  BIRD 1955
 AT1217  PID         -  AT1217
 AT1217  STATE/COUNTY-  LA/JEFFERSON
 AT1217  USGS QUAD   -  BARATARIA PASS (1993)
 AT1217
 AT1217                         *CURRENT SURVEY CONTROL
 AT1217  ___________________________________________________________________
 AT1217* NAD 83(1992)-  29 18 35.35809(N)    089 56 11.23269(W)     ADJUSTED  
 AT1217* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AT1217  **This station is located in a subsidence area (see below).
 AT1217  ___________________________________________________________________
 AT1217  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AT1217  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AT1217
 AT1217  HORZ ORDER  -  THIRD
 AT1217
 AT1217.The horizontal coordinates were established by classical geodetic methods
 AT1217.and adjusted by the National Geodetic Survey in January 1993..
 AT1217
 AT1217 ** The orthometric height has not been validated since last determined
 AT1217 ** by differential leveling and should not be used for control purposes.
 AT1217 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1217 ** area with valid NAVD 88 orthometric heights.
 AT1217 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1217 ** epoch indicated which incorporates improved geoid heights for the
 AT1217 ** Southern Louisiana Subsidence area.
 AT1217 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1217.The orthometric height was scaled from a topographic map.
 AT1217
 AT1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1217
 AT1217.The geoid height was determined by GEOID03.
 AT1217
 AT1217;                    North         East     Units Scale Factor Converg.
 AT1217;SPC LA S     -    90,593.414 1,135,698.933   MT  0.99999794   +0 41 54.4
 AT1217;SPC LA S     -   297,221.89  3,726,038.92   sFT  0.99999794   +0 41 54.4
 AT1217;UTM  16      - 3,245,891.907   214,781.200   MT  1.00060394   -1 26 18.5
 AT1217;UTM  15      - 3,246,208.769   797,569.425   MT  1.00069278   +1 30 02.9
 AT1217
 AT1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1217!SPC LA S     -   1.00000378  x   0.99999794  =   1.00000172
 AT1217!UTM  16      -   1.00000378  x   1.00060394  =   1.00060772
 AT1217!UTM  15      -   1.00000378  x   1.00069278  =   1.00069656
 AT1217
 AT1217                          SUPERSEDED SURVEY CONTROL
 AT1217
 AT1217  NAD 83(1986)-  29 18 35.37091(N)    089 56 11.24168(W) AD(       ) 3
 AT1217  NAD 27      -  29 18 34.56500(N)    089 56 10.98600(W) AD(       ) 3
 AT1217
 AT1217.Superseded values are not recommended for survey control.
 AT1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1217.See file dsdata.txt to determine how the superseded data were derived.
 AT1217
 AT1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1478145892(NAD 83)
 AT1217_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT1217_SETTING: 0 = UNSPECIFIED SETTING
 AT1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1217
 AT1217  HISTORY     - Date     Condition        Report By
 AT1217  HISTORY     - 1955     MONUMENTED       CGS
 AT1217  HISTORY     - 1960     POOR             LOCENG
 AT1217  HISTORY     - 19730523 MARK NOT FOUND   NGS
 AT1217
 AT1217                          STATION DESCRIPTION
 AT1217
 AT1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1217'ABOUT 10 MILES SOUTHWEST OF THE GRAND ECAILLE WORKS OF THE FREEPORT
 AT1217'SULPHUR COMPANY, ABOUT 7
 AT1217'MILES NORTHEAST OF GRAND ISLE, AND ABOUT 3 MILES EAST NORTHEAST
 AT1217'FROM BARATARIA PASS, ON THE SOUTH
 AT1217'END OF INDEPENDENCE ISLAND, A SMALL ISLAND IN
 AT1217'THE SOUTH END OF BARATARIA BAY, ON A LOW SHELL BANK
 AT1217'RUNNING NORTH NORTHEAST-SOUTH
 AT1217'SOUTHWEST THROUGH THE MIDDLE OF THE ISLAND, 56 FEET NORTH NORTHEAST
 AT1217'FROM THE EAST GABLE OF A SMALL
 AT1217'HOUSE, THE ONLY HOUSE ON THE ISLAND, 93 FEET EAST FROM THE MEAN
 AT1217'HIGH WATER ALONG THE WEST SIDE OF
 AT1217'THE ISLAND, AND 75 FEET WEST FROM THE MEAN HIGH
 AT1217'WATER ALONG THE EAST SIDE OF THE ISLAND, A STANDARD
 AT1217'TOPOGRAPHIC DISK STAMPED
 AT1217'BIRD 1955 SET IN THE TOP OF A 6-FOOT LENGTH OF 4-INCH FIBER SOIL PIPE
 AT1217'PROJECTING 2 FEET.
 AT1217
 AT1217                          STATION RECOVERY (1960)
 AT1217
 AT1217'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (JEB)
 AT1217'STATION MARKER WAS FOUND BROKEN OFF FLUSH WITH GROUND.  SET A 4-INCH
 AT1217'ROUND CREOSOTE POST ON WEST SIDE
 AT1217'OF REMAINING PORTION OF STATION.  THE TOP OF MARKER WITH CAP LEFT BY
 AT1217'POST.
 AT1217
 AT1217                          STATION RECOVERY (1973)
 AT1217
 AT1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0148 ***********************************************************************
 AV0148  DESIGNATION -  BIRD=TOPO BIRD
 AV0148  PID         -  AV0148
 AV0148  STATE/COUNTY-  LA/VERMILION
 AV0148  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0148
 AV0148                         *CURRENT SURVEY CONTROL
 AV0148  ___________________________________________________________________
 AV0148* NAD 83(1986)-  29 35 04.     (N)    092 05 30.     (W)     SCALED    
 AV0148* NAVD 88     -         1.12   (+/-2cm)       3.7    (feet)  VERTCON   
 AV0148  ___________________________________________________________________
 AV0148  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AV0148
 AV0148  VERT ORDER  -  THIRD (See Below)
 AV0148
 AV0148.The horizontal coordinates were scaled from a topographic map and have
 AV0148.an estimated accuracy of +/- 6 seconds.
 AV0148
 AV0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0148.The vertical order pertains to the NGVD 29 superseded value.
 AV0148
 AV0148.The geoid height was determined by GEOID03.
 AV0148
 AV0148;                    North         East    Units  Estimated Accuracy
 AV0148;SPC LA S     -   120,450.      926,530.      MT  (+/- 180 meters Scaled)
 AV0148
 AV0148                          SUPERSEDED SURVEY CONTROL
 AV0148
 AV0148  NGVD 29 (??/??/??)    1.129  (m)            3.70   (f) ADJUSTED    3 0
 AV0148
 AV0148.Superseded values are not recommended for survey control.
 AV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0148.See file dsdata.txt to determine how the superseded data were derived.
 AV0148
 AV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN879730(NAD 83)
 AV0148_MARKER: DT = TOPOGRAPHIC STATION DISK
 AV0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0148_STAMPING: BIRD 1948
 AV0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0148+STABILITY: SURFACE MOTION
 AV0148
 AV0148  HISTORY     - Date     Condition        Report By
 AV0148  HISTORY     - 1948     MONUMENTED       CGS
 AV0148  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0148
 AV0148                          STATION DESCRIPTION
 AV0148
 AV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AV0148'6.9 MI E FROM CHENIERE AU TIGRE.
 AV0148'MARK IS ALONG THE GULF COAST, 2.8 MILES WEST OF SOUTHWEST PASS, ON A
 AV0148'SMALL ROUNDED POINT, ON THE SHELL BEACH, 30 FT. NORTH OF THE MEAN HIGH
 AV0148'WATER LINE.  ABOUT 600 FT. OFFSHORE FROM THIS POINT IS A SMALL MUD BAR
 AV0148'WHICH BARES ABOUT 3 INCHES AT MEAN LOW WATER.  TOPOGRAPHIC STATION
 AV0148'DISK SET IN TOP OF A 3-FOOT LENGTH OF 8-INCH CONCRETE PIPE FILLED WITH
 AV0148'CONCRETE.  THE MARK PROJECTS 1.1 FT.
 AV0148
 AV0148                          STATION RECOVERY (1966)
 AV0148
 AV0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3131 ***********************************************************************
 CQ3131  DESIGNATION -  BISTINEAU
 CQ3131  PID         -  CQ3131
 CQ3131  STATE/COUNTY-  LA/BIENVILLE
 CQ3131  USGS QUAD   -  KORAN (1972)
 CQ3131
 CQ3131                         *CURRENT SURVEY CONTROL
 CQ3131  ___________________________________________________________________
 CQ3131* NAD 83(1992)-  32 22 47.08372(N)    093 22 53.59590(W)     ADJUSTED  
 CQ3131* NAVD 88     -        84.96   (+/-2cm)     278.7    (feet)  VERTCON   
 CQ3131  ___________________________________________________________________
 CQ3131  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CQ3131  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ3131
 CQ3131  HORZ ORDER  -  SECOND
 CQ3131  VERT ORDER  -  THIRD ? (See Below)
 CQ3131
 CQ3131.The horizontal coordinates were established by classical geodetic methods
 CQ3131.and adjusted by the National Geodetic Survey in January 1993..
 CQ3131
 CQ3131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3131.The vertical order pertains to the NGVD 29 superseded value.
 CQ3131
 CQ3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3131
 CQ3131.The geoid height was determined by GEOID03.
 CQ3131
 CQ3131;                    North         East     Units Scale Factor Converg.
 CQ3131;SPC LA N     -   208,756.800   917,049.609   MT  0.99994715   -0 27 57.9
 CQ3131;SPC LA N     -   684,896.27  3,008,686.93   sFT  0.99994715   -0 27 57.9
 CQ3131;UTM  15      - 3,582,592.877   464,109.363   MT  0.99961588   -0 12 15.6
 CQ3131
 CQ3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3131!SPC LA N     -   0.99999073  x   0.99994715  =   0.99993788
 CQ3131!UTM  15      -   0.99999073  x   0.99961588  =   0.99960662
 CQ3131
 CQ3131:                Primary Azimuth Mark                     Grid Az
 CQ3131:SPC LA N     -  BISTINEAU AZ MK                          031 02 11.8
 CQ3131:UTM  15      -  BISTINEAU AZ MK                          030 46 29.5
 CQ3131
 CQ3131|---------------------------------------------------------------------|
 CQ3131| PID    Reference Object                     Distance      Geod. Az  |
 CQ3131|                                                           dddmmss.s |
 CQ3131| AJ4027 BISTINEAU AZ MK                                    0303413.9 |
 CQ3131| CQ3119 HEFLIN MUN TANK                     APPROX.13.9 KM 0501946.3 |
 CQ3131| CQ3118 HEFLIN PACE BROS LUMBER CO TK       APPROX.14.1 KM 0514951.0 |
 CQ3131| AJ4028 BISTINEAU RM 1                       28.135 METERS 07249     |
 CQ3131| CQ3122 RINGGOLD MUNICIPAL TANK             APPROX.10.6 KM 1214629.9 |
 CQ3131| CQ3124 RINGGOLD LA P L MAST KKE 259        APPROX.10.6 KM 1215156.8 |
 CQ3131| CQ3123 RINGGOLD RM 3                       APPROX.12.2 KM 1281833.7 |
 CQ3131| CQ3103 RINGGOLD KC S MICROWAVE KJO 33      APPROX.14.9 KM 1694612.2 |
 CQ3131| CQ3125 RINGGOLD ATT MICROWAVE KLW 25       APPROX.10.5 KM 1700513.6 |
 CQ3131| AJ4029 BISTINEAU RM 2                       16.566 METERS 18249     |
 CQ3131|---------------------------------------------------------------------|
 CQ3131
 CQ3131                          SUPERSEDED SURVEY CONTROL
 CQ3131
 CQ3131  NAD 83(1986)-  32 22 47.09646(N)    093 22 53.58850(W) AD(       ) 2
 CQ3131  NAD 27      -  32 22 46.53910(N)    093 22 52.97251(W) AD(       ) 2
 CQ3131  NGVD 29 (07/19/86)   85.02   (m)          278.9    (f) LEVELING    3  
 CQ3131
 CQ3131.Superseded values are not recommended for survey control.
 CQ3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3131.See file dsdata.txt to determine how the superseded data were derived.
 CQ3131
 CQ3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6410982593(NAD 83)
 CQ3131_MARKER: DS = TRIANGULATION STATION DISK
 CQ3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3131
 CQ3131  HISTORY     - Date     Condition        Report By
 CQ3131  HISTORY     - 1969     MONUMENTED       CGS
 CQ3131
 CQ3131                          STATION DESCRIPTION
 CQ3131
 CQ3131'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3131'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON
 CQ3131'LINE.
 CQ3131'
 CQ3131'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HEFLIN,
 CQ3131'6-1/2 MILES NORTHWEST OF RINGGOLD AND ON LAND OWNED BY UNITED
 CQ3131'GAS PIPELINE CO.
 CQ3131'
 CQ3131'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 CQ3131'STATE HIGHWAY 154 IN ELM GROVE, GO EAST ON STATE HIGHWAY 154
 CQ3131'FOR 3.5 MILES TO A FORK, (JUNCTION STATE HIGHWAY 157 AND
 CQ3131'154).  TURN RIGHT AND GO EAST AND SOUTHEAST ON STATE HIGHWAY
 CQ3131'154 FOR 6.65 MILES TO A PAVED ROAD LEFT AND A SIGN (PUBLIC BOAT
 CQ3131'RAMP 7 MILES).  TURN LEFT AND GO NORTH ON PAVED ROAD FOR 4.95
 CQ3131'MILES TO THE STATION ON THE LEFT.  CONTINUE AHEAD NORTH ON
 CQ3131'PAVED ROAD FOR 0.15 MILE TO A CROSSROAD AND AZIMUTH MARK IN
 CQ3131'THE NORTHWEST ANGLE OF THE CROSSROAD.
 CQ3131'
 CQ3131'THE STATION MARK IS A STANDARD DISK, STAMPED BISTINEAU 1969,
 CQ3131'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH
 CQ3131'WITH THE SURFACE OF THE GROUND.  IT IS 125 FEET WEST OF THE
 CQ3131'CENTERLINE OF THE PAVED ROAD, 22 FEET NORTHEAST OF AN 18-INCH
 CQ3131'PINE TREE, 18 FEET WEST-NORTHWEST OF AN 18-INCH PINE TREE AND 2.5
 CQ3131'FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3131'
 CQ3131'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BISTINEAU NO 1
 CQ3131'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT
 CQ3131'PROJECTS 4 INCHES.  IT IS 80 FEET NORTHEAST OF AN 18-INCH PINE
 CQ3131'TREE AND 41 FEET WEST OF THE CENTER OF THE PAVED ROAD.
 CQ3131'
 CQ3131'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BISTINEAU NO 2
 CQ3131'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT PROJECTS
 CQ3131'4 INCHES.  IT IS 123 FEET WEST OF THE CENTERLINE OF THE PAVED
 CQ3131'ROAD, 17 FEET SOUTHEAST OF A 24-INCH PINE TREE.
 CQ3131'
 CQ3131'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BISTINEAU 1969,
 CQ3131'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT PROJECTS
 CQ3131'4 INCHES.  IT IS 47 FEET NORTHWEST OF THE CENTERLINE OF THE
 CQ3131'PAVED ROAD, 17 FEET SOUTHEAST OF A FENCE CORNER POST AND 1.5
 CQ3131'FOOT SOUTH-SOUTHEAST OF A FENCE.
 CQ3131'
 CQ3131'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4027 ***********************************************************************
 AJ4027  DESIGNATION -  BISTINEAU AZ MK
 AJ4027  PID         -  AJ4027
 AJ4027  STATE/COUNTY-  LA/BIENVILLE
 AJ4027  USGS QUAD   -  KORAN (1972)
 AJ4027
 AJ4027                         *CURRENT SURVEY CONTROL
 AJ4027  ___________________________________________________________________
 AJ4027* NAD 83(1986)-  32 22 54.     (N)    093 22 49.     (W)     SCALED    
 AJ4027* NAVD 88     -        82.59   (+/-2cm)     271.0    (feet)  VERTCON   
 AJ4027  ___________________________________________________________________
 AJ4027  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AJ4027
 AJ4027  VERT ORDER  -  THIRD ? (See Below)
 AJ4027
 AJ4027.The horizontal coordinates were scaled from a topographic map and have
 AJ4027.an estimated accuracy of +/- 6 seconds.
 AJ4027
 AJ4027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ4027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ4027.The vertical order pertains to the NGVD 29 superseded value.
 AJ4027
 AJ4027.The geoid height was determined by GEOID03.
 AJ4027
 AJ4027;                    North         East    Units  Estimated Accuracy
 AJ4027;SPC LA N     -   208,970.      917,170.      MT  (+/- 180 meters Scaled)
 AJ4027
 AJ4027                          SUPERSEDED SURVEY CONTROL
 AJ4027
 AJ4027  NGVD 29 (07/19/86)   82.65   (m)          271.2    (f) LEVELING    3  
 AJ4027
 AJ4027.Superseded values are not recommended for survey control.
 AJ4027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4027.See file dsdata.txt to determine how the superseded data were derived.
 AJ4027
 AJ4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR642828(NAD 83)
 AJ4027_MARKER: DZ = AZIMUTH MARK DISK
 AJ4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4027
 AJ4027  HISTORY     - Date     Condition        Report By
 AJ4027  HISTORY     - 1969     MONUMENTED       CGS
 AJ4027
 AJ4027                          STATION DESCRIPTION
 AJ4027
 AJ4027'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AJ4027'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BISTINEAU 1969,
 AJ4027'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT PROJECTS
 AJ4027'4 INCHES.  IT IS 47 FEET NORTHWEST OF THE CENTERLINE OF THE
 AJ4027'PAVED ROAD, 17 FEET SOUTHEAST OF A FENCE CORNER POST AND 1.5
 AJ4027'FOOT SOUTH-SOUTHEAST OF A FENCE.
 AJ4027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 AJ4027'STATE HIGHWAY 154 IN ELM GROVE, GO EAST ON STATE HIGHWAY 154
 AJ4027'FOR 3.5 MILES TO A FORK, (JUNCTION STATE HIGHWAY 157 AND
 AJ4027'154).  TURN RIGHT AND GO EAST AND SOUTHEAST ON STATE HIGHWAY
 AJ4027'154 FOR 6.65 MILES TO A PAVED ROAD LEFT AND A SIGN (PUBLIC BOAT
 AJ4027'RAMP 7 MILES).  TURN LEFT AND GO NORTH ON PAVED ROAD FOR 4.95
 AJ4027'MILES TO BISTINEAU ON THE LEFT.  CONTINUE AHEAD NORTH ON
 AJ4027'PAVED ROAD FOR 0.15 MILE TO A CROSSROAD AND AZIMUTH MARK IN
 AJ4027'THE NORTHWEST ANGLE OF THE CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1106 ***********************************************************************
 AT1106  DESIGNATION -  BIYOU
 AT1106  PID         -  AT1106
 AT1106  STATE/COUNTY-  LA/PLAQUEMINES
 AT1106  USGS QUAD   -  EMPIRE (1992)
 AT1106
 AT1106                         *CURRENT SURVEY CONTROL
 AT1106  ___________________________________________________________________
 AT1106* NAD 83(1992)-  29 24 09.04524(N)    089 31 16.78577(W)     ADJUSTED  
 AT1106* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1106  **This station is located in a subsidence area (see below).
 AT1106  ___________________________________________________________________
 AT1106  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AT1106  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AT1106
 AT1106  HORZ ORDER  -  FIRST
 AT1106
 AT1106.The horizontal coordinates were established by classical geodetic methods
 AT1106.and adjusted by the National Geodetic Survey in January 1993..
 AT1106
 AT1106 ** The orthometric height has not been validated since last determined
 AT1106 ** by differential leveling and should not be used for control purposes.
 AT1106 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1106 ** area with valid NAVD 88 orthometric heights.
 AT1106 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1106 ** epoch indicated which incorporates improved geoid heights for the
 AT1106 ** Southern Louisiana Subsidence area.
 AT1106 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1106.The orthometric height was scaled from a topographic map.
 AT1106
 AT1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1106
 AT1106.The geoid height was determined by GEOID03.
 AT1106
 AT1106;                    North         East     Units Scale Factor Converg.
 AT1106;SPC LA S     -   101,430.668 1,175,860.453   MT  0.99997988   +0 54 21.7
 AT1106;SPC LA S     -   332,777.12  3,857,802.17   sFT  0.99997988   +0 54 21.7
 AT1106;UTM  16      - 3,255,225.832   255,338.943   MT  1.00033867   -1 14 18.4
 AT1106
 AT1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1106!SPC LA S     -   1.00000382  x   0.99997988  =   0.99998370
 AT1106!UTM  16      -   1.00000382  x   1.00033867  =   1.00034249
 AT1106
 AT1106|---------------------------------------------------------------------|
 AT1106| PID    Reference Object                     Distance      Geod. Az  |
 AT1106|                                                           dddmmss.s |
 AT1106| DD6362 BIYOU RM 1                           13.201 METERS 04839     |
 AT1106| DD6363 BIYOU RM 2                           13.030 METERS 14203     |
 AT1106| AT1091 REDNAVIGATION LT SE OF BURAS        APPROX. 7.3 KM 1484025.3 |
 AT1106| AT1117 NAVIGATION LT 1 1/2 MI E BURAS      APPROX. 5.0 KM 1661656.8 |
 AT1106| AT1123 BURAS SHRIMP FACTORY STACK          APPROX. 5.0 KM 1934814.5 |
 AT1106| AT0253 MASTAGE                             APPROX. 5.0 KM 2013230.7 |
 AT1106|---------------------------------------------------------------------|
 AT1106
 AT1106                          SUPERSEDED SURVEY CONTROL
 AT1106
 AT1106  NAD 83(1986)-  29 24 09.05285(N)    089 31 16.79332(W) AD(       ) 1
 AT1106  NAD 27      -  29 24 08.26300(N)    089 31 16.57800(W) AD(       ) 1
 AT1106
 AT1106.Superseded values are not recommended for survey control.
 AT1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1106.See file dsdata.txt to determine how the superseded data were derived.
 AT1106
 AT1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5533955226(NAD 83)
 AT1106_MARKER: DD = SURVEY DISK
 AT1106_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1106_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1106
 AT1106  HISTORY     - Date     Condition        Report By
 AT1106  HISTORY     - 1922     MONUMENTED       CGS
 AT1106  HISTORY     - 1934     GOOD             CGS
 AT1106  HISTORY     - 1966     MARK NOT FOUND   CGS
 AT1106  HISTORY     - 1973     MARK NOT FOUND   NGS
 AT1106
 AT1106                          STATION DESCRIPTION
 AT1106
 AT1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1106'ON THE NORTHERN SHORE OF
 AT1106'QUARANTINE BAY ABOUT 7 MILES NE OF OSTRICA, A SMALL
 AT1106'TOWN ON THE EASTERN BANK OF
 AT1106'THE MISSISSIPPI RIVER, ON THE EASTERN
 AT1106'POINT OF THE JUNCTION OF BAYOU BIO WITH
 AT1106'CUSELICH BAY, ON A POINT
 AT1106'OF LAND COVERED WITH MANGROVE BUSHES, 25 METERS (82 FEET)
 AT1106'FROM THE
 AT1106'BAYOU, AND IN A SHELL BED ABOUT 55 FEET FROM THE WATERS EDGE.
 AT1106'THERE IS A SHELL PILE
 AT1106'AT THE INTERSECTION OF THE BAYOU AND BAY
 AT1106'AND THE PILING FROM THE RUINS OF AN OLD
 AT1106'OYSTER HOUSE ARE STILL
 AT1106'STANDING.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 AT1106'CONCRETE AT THE TOP OF A TILE.  THE REFERENCE
 AT1106'MARKS WERE FOUND
 AT1106'BADLY DAMAGED IN 1934 AND TWO NEW ONES WERE
 AT1106'SET.  NO. 1 IS A STANDARD BRONZE
 AT1106'REFERENCE DISK SET IN CONCRETE AT
 AT1106'THE TOP OF A TILE IS SET
 AT1106'IN A SHELL BED
 AT1106'43.31 FEET (31.20 METERS) FROM THE STATION N 48 DEG 39 MIN E.
 AT1106'NO. 2 IS A
 AT1106'STANDARD BRONZE REFERENCE DISK SET IN CONCRETE AT THE
 AT1106'TOP OF A TILE
 AT1106'SET IN A SHELL BED
 AT1106'42.75 FEET (13.03 METERS) FROM THE STATION IN
 AT1106'S 37 DEG 57 MIN E.
 AT1106'A LARGE CEDAR POST ABOUT ONE FOOT IN DIAMETER AND 15 FEET TALL
 AT1106'IS 7.68 METERS
 AT1106'(25.2 FEET) E OF THE STATION.
 AT1106
 AT1106                          STATION RECOVERY (1966)
 AT1106
 AT1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1106'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR
 AT1106'BUT NOT FOUND AND
 AT1106'ARE BELIEVED LOST DUE TO EROSION.
 AT1106
 AT1106                          STATION RECOVERY (1973)
 AT1106
 AT1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DEK)
 AT1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0881 ***********************************************************************
 AV0881  DESIGNATION -  BLACK
 AV0881  PID         -  AV0881
 AV0881  STATE/COUNTY-  LA/CAMERON
 AV0881  USGS QUAD   -  GREENS BAYOU (1982)
 AV0881
 AV0881                         *CURRENT SURVEY CONTROL
 AV0881  ___________________________________________________________________
 AV0881* NAD 83(1992)-  29 58 45.06601(N)    093 42 32.45926(W)     ADJUSTED  
 AV0881* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0881  ___________________________________________________________________
 AV0881  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0881  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AV0881
 AV0881  HORZ ORDER  -  SECOND
 AV0881
 AV0881.The horizontal coordinates were established by classical geodetic methods
 AV0881.and adjusted by the National Geodetic Survey in February 1996..
 AV0881
 AV0881.The orthometric height was scaled from a topographic map.
 AV0881
 AV0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0881
 AV0881.The geoid height was determined by GEOID03.
 AV0881
 AV0881;                    North         East     Units Scale Factor Converg.
 AV0881;SPC LA S     -   166,335.563   770,764.782   MT  0.99992582   -1 11 16.3
 AV0881;SPC LA S     -   545,719.26  2,528,750.79   sFT  0.99992582   -1 11 16.3
 AV0881;SPC TXSC     - 4,249,369.324 1,110,402.034   MT  0.99992629   +2 35 31.6
 AV0881;SPC TXSC     -13,941,472.52  3,643,044.01   sFT  0.99992629   +2 35 31.6
 AV0881;SPC TX C     - 3,053,675.375 1,338,936.536   MT  1.00003954   +3 24 42.9
 AV0881;SPC TX C     -10,018,599.96  4,392,827.62   sFT  1.00003954   +3 24 42.9
 AV0881;UTM  15      - 3,316,690.361   431,601.856   MT  0.99965772   -0 21 15.5
 AV0881
 AV0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0881!SPC LA S     -   1.00000413  x   0.99992582  =   0.99992995
 AV0881!SPC TXSC     -   1.00000413  x   0.99992629  =   0.99993042
 AV0881!SPC TX C     -   1.00000413  x   1.00003954  =   1.00004367
 AV0881!UTM  15      -   1.00000413  x   0.99965772  =   0.99966184
 AV0881
 AV0881|---------------------------------------------------------------------|
 AV0881| PID    Reference Object                     Distance      Geod. Az  |
 AV0881|                                                           dddmmss.s |
 AV0881| CV8744 BLACK RM 2                           18.480 METERS 14532     |
 AV0881| AV0882 HOUSE NORTH CHIMNEY                 APPROX. 4.7 KM 2245344.7 |
 AV0881| AV0921 MAC                                 APPROX. 7.4 KM 2260217.2 |
 AV0881| CV8743 BLACK RM 1                           17.120 METERS 24504     |
 AV0881|---------------------------------------------------------------------|
 AV0881
 AV0881                          SUPERSEDED SURVEY CONTROL
 AV0881
 AV0881  NAD 83(1992)-  29 58 45.06596(N)    093 42 32.45927(W) AD(       ) 2
 AV0881  NAD 83(1986)-  29 58 45.08729(N)    093 42 32.44539(W) AD(       ) 2
 AV0881  NAD 27      -  29 58 44.32300(N)    093 42 31.84800(W) AD(       ) 2
 AV0881
 AV0881.Superseded values are not recommended for survey control.
 AV0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0881.See file dsdata.txt to determine how the superseded data were derived.
 AV0881
 AV0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3160216690(NAD 83)
 AV0881_MARKER: DS = TRIANGULATION STATION DISK
 AV0881_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0881_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AV0881
 AV0881  HISTORY     - Date     Condition        Report By
 AV0881  HISTORY     - 1933     MONUMENTED       CGS
 AV0881  HISTORY     - 1933     GOOD             CGS
 AV0881
 AV0881                          STATION DESCRIPTION
 AV0881
 AV0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0881'THIS STATION IS ON THE S BANK OF BLACK BAYOU ABOUT 6.5 MILES
 AV0881'FROM ITS MOUTH, IN MARSH, FAIRLY DRY BUT VERY SHAKY, 30
 AV0881'METERS FROM THE BANK.
 AV0881'
 AV0881'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 AV0881'THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 AV0881'TO THE UPPER END OF A 2 BY 4 STAKE DRIVEN INTO THE MARSH.
 AV0881'
 AV0881'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN TOP OF
 AV0881'SQUARE BLOCKS OF CONCRETE AND CAST AROUND 2 BY 4 STAKES
 AV0881'DRIVEN INTO THE MARSH.
 AV0881'
 AV0881'STATION CAN BE REACHED ONLY BY BOAT.  THERE IS NO VERY DEFINITE
 AV0881'LAND MARK TO LOCATE THE STATION, EXCEPT THAT A SMALL STREAM
 AV0881'COMES INTO THE BAYOU FROM THE S ABOUT 0.25 MILE BELOW THE
 AV0881'STATION.
 AV0881'
 AV0881'A 20-FOOT TRIPOD AND SCAFFOLD WAS USED AND SEES ALL STATIONS.
 AV0881
 AV0881                          STATION RECOVERY (1933)
 AV0881
 AV0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JCB)
 AV0881'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3281 ***********************************************************************
 BK3281  DESIGNATION -  BLACK BAYOU CEM
 BK3281  PID         -  BK3281
 BK3281  STATE/COUNTY-  LA/CALCASIEU
 BK3281  USGS QUAD   -  MOSS LAKE (1994)
 BK3281
 BK3281                         *CURRENT SURVEY CONTROL
 BK3281  ___________________________________________________________________
 BK3281* NAD 83(1992)-  30 07 02.49245(N)    093 16 58.15578(W)     ADJUSTED  
 BK3281* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 BK3281  **This station is located in a subsidence area (see below).
 BK3281  ___________________________________________________________________
 BK3281  X           -    -316,199.502 (meters)                     COMP
 BK3281  Y           -  -5,512,657.385 (meters)                     COMP
 BK3281  Z           -   3,181,621.032 (meters)                     COMP
 BK3281  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK3281  ELLIP HEIGHT-         -25.35  (meters)          (02/20/02) GPS OBS
 BK3281  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3281
 BK3281  HORZ ORDER  -  FIRST
 BK3281  ELLP ORDER  -  FOURTH    CLASS I
 BK3281
 BK3281.The horizontal coordinates were established by GPS observations
 BK3281.and adjusted by the National Geodetic Survey in January 1995..
 BK3281
 BK3281 ** The orthometric height has not been validated since last determined
 BK3281 ** by differential leveling and should not be used for control purposes.
 BK3281 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3281 ** area with valid NAVD 88 orthometric heights.
 BK3281 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3281 ** epoch indicated which incorporates improved geoid heights for the
 BK3281 ** Southern Louisiana Subsidence area.
 BK3281 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3281.The orthometric height was determined by GPS observations and a
 BK3281.high-resolution geoid model.
 BK3281
 BK3281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3281
 BK3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3281
 BK3281.The ellipsoidal height was determined by GPS observations
 BK3281.and is referenced to NAD 83.
 BK3281
 BK3281.The geoid height was determined by GEOID03.
 BK3281
 BK3281;                    North         East     Units Scale Factor Converg.
 BK3281;SPC LA S     -   180,873.120   812,145.527   MT  0.99992780   -0 58 29.2
 BK3281;SPC LA S     -   593,414.56  2,664,514.12   sFT  0.99992780   -0 58 29.2
 BK3281;UTM  15      - 3,331,823.539   472,754.662   MT  0.99960916   -0 08 30.9
 BK3281
 BK3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3281!SPC LA S     -   1.00000398  x   0.99992780  =   0.99993178
 BK3281!UTM  15      -   1.00000398  x   0.99960916  =   0.99961314
 BK3281
 BK3281                          SUPERSEDED SURVEY CONTROL
 BK3281
 BK3281  ELLIP H (01/13/95)  -25.22   (m)                       GP(       ) 3 2
 BK3281  NAD 83(1992)-  30 07 02.49160(N)    093 16 58.15644(W) AD(       ) 1
 BK3281  ELLIP H (01/21/93)  -25.23   (m)                       GP(       ) 4 2
 BK3281  NAD 83(1986)-  30 07 02.51286(N)    093 16 58.14557(W) AD(       ) 1
 BK3281  NGVD 29 (05/20/88)    2.0    (m)            7.     (f) GPS OBS        
 BK3281
 BK3281.Superseded values are not recommended for survey control.
 BK3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3281.See file dsdata.txt to determine how the superseded data were derived.
 BK3281
 BK3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7275531824(NAD 83)
 BK3281_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3281_STAMPING: BLACK BAYOU CEM 1987
 BK3281_MARK LOGO: NGS   
 BK3281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3281+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 BK3281
 BK3281  HISTORY     - Date     Condition        Report By
 BK3281  HISTORY     - 1987     MONUMENTED       LADTD
 BK3281  HISTORY     - 19910103 GOOD             VFM
 BK3281  HISTORY     - 20060623 GOOD             LA-019
 BK3281
 BK3281                          STATION DESCRIPTION
 BK3281
 BK3281'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3281'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) SOUTHWEST OF LAKE
 BK3281'CHARLES,
 BK3281'3.7 KM (2.3 MI) NORTH OF THE INTRACOASTAL WATERWAY CALCASIEU LOCKS,
 BK3281'ALONG THE RIGHT-OF-WAY OF STATE HIGHWAY 384, IN A GRASS ARES IN
 BK3281'FRONT OF THE BLACK BAYOU CEMETERY.
 BK3281'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3281'
 BK3281'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210 AND
 BK3281'LAKE STREET (EXIT 5) IN LAKE CHARLES, GO SOUTH FOR
 BK3281'3.1 KM (1.9 MI) ON LAKE STREET TO A CROSSROAD.
 BK3281'TURN RIGHT AND GO WEST FOR 4.9 KM (3.05 MI) ON STATE HIGHWAY 384 TO
 BK3281'A ROAD LEFT.
 BK3281'TURN LEFT AND GO SOUTH FOR 4.8 KM (3 MI) ON HIGHWAY 384 TO A
 BK3281'CROSSROAD.  CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 5.6 KM (3.5 MI)
 BK3281'ON HIGHWAY 384 TO THE STATION ON THE RIGHT AT A FENCED BUILDING AND
 BK3281'THE CEMETERY.  TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH
 BK3281'ON HIGHWAY 384 FOR 0.5 KM (0.3 MI) TO THE MARK ON THE LEFT.
 BK3281'
 BK3281'THE STATION IS A STANDARD NGS DISK
 BK3281'STAMPED---BLACK BAYOU CEM 1987---,
 BK3281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3281'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3281'10.9 METERS (36 FT) WEST FROM THE HIGHWAY CENTER,
 BK3281'4.3 METERS (14 FT) NORTH FROM A UTILITY POLE,
 BK3281'5.4 METERS (18 FT) NORTH-NORTHEAST FROM A CHAIN LINK FENCE AROUND
 BK3281'THE BUILDING,
 BK3281'15.6 METERS (51 FT) SOUTH FROM THE CENTER OF THE SOUTH ENTRANCE TO
 BK3281'THE CEMETERY AND
 BK3281'1.6 METERS (5 FT) NORTH FROM THE CENTER ONE OF THREE GAS LINE PIPES.
 BK3281'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3281'STAMPED---BLACK BAYOU CEM 1987---,
 BK3281'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3281'
 BK3281'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3281'STAMPED---BLACK BAYOU CEM 1987---,
 BK3281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3281'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3281'11.8 METERS (38.5 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BK3281'2.3 METERS (7.5 FT) SOUTH-SOUTHEAST FROM A TELEPHONE JUNCTION BOX
 BK3281'NO. P 79-1/2,
 BK3281'0.9 METERS (3 FT) WEST FROM A RIGHT-OF-WAY MARKER AND
 BK3281'0.9 METERS (3 FT) WEST FROM A POWER POLE.
 BK3281'TO REACH THE AZIMUTH FROM THE STATION,
 BK3281'GO SOUTH FOR 0.5 KM (0.3 MI) ON HIGHWAY 384 TO THE MARK ON THE LEFT.
 BK3281
 BK3281                          STATION RECOVERY (1991)
 BK3281
 BK3281'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3281'RECOVERED AS DESCRIBED.
 BK3281
 BK3281                          STATION RECOVERY (2006)
 BK3281
 BK3281'RECOVERY NOTE BY CALCASIEU PARISH LOUISIANA 2006 (AM)
 BK3281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3282 ***********************************************************************
 BK3282  DESIGNATION -  BLACK BAYOU CEM AZ MK
 BK3282  PID         -  BK3282
 BK3282  STATE/COUNTY-  LA/CALCASIEU
 BK3282  USGS QUAD   -  MOSS LAKE (1994)
 BK3282
 BK3282                         *CURRENT SURVEY CONTROL
 BK3282  ___________________________________________________________________
 BK3282* NAD 83(1992)-  30 06 46.70455(N)    093 16 57.19308(W)     ADJUSTED  
 BK3282* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 BK3282  **This station is located in a subsidence area (see below).
 BK3282  ___________________________________________________________________
 BK3282  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK3282  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3282
 BK3282  HORZ ORDER  -  SECOND
 BK3282
 BK3282.The horizontal coordinates were established by classical geodetic methods
 BK3282.and adjusted by the National Geodetic Survey in January 1993..
 BK3282.No horizontal observational check was made to the station.
 BK3282
 BK3282 ** The orthometric height has not been validated since last determined
 BK3282 ** by differential leveling and should not be used for control purposes.
 BK3282 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3282 ** area with valid NAVD 88 orthometric heights.
 BK3282 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3282 ** epoch indicated which incorporates improved geoid heights for the
 BK3282 ** Southern Louisiana Subsidence area.
 BK3282 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3282
 BK3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3282
 BK3282.The geoid height was determined by GEOID03.
 BK3282
 BK3282;                    North         East     Units Scale Factor Converg.
 BK3282;SPC LA S     -   180,386.632   812,163.025   MT  0.99992765   -0 58 28.7
 BK3282;SPC LA S     -   591,818.48  2,664,571.52   sFT  0.99992765   -0 58 28.7
 BK3282;UTM  15      - 3,331,337.512   472,779.221   MT  0.99960914   -0 08 30.3
 BK3282
 BK3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3282!SPC LA S     -   1.00000392  x   0.99992765  =   0.99993157
 BK3282!UTM  15      -   1.00000392  x   0.99960914  =   0.99961306
 BK3282
 BK3282                          SUPERSEDED SURVEY CONTROL
 BK3282
 BK3282  NAD 83(1986)-  30 06 46.72581(N)    093 16 57.18214(W) AD(       ) 2
 BK3282  NGVD 29 (05/20/88)    2.     (m)            7.     (f) VERT ANG       
 BK3282
 BK3282.Superseded values are not recommended for survey control.
 BK3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3282.See file dsdata.txt to determine how the superseded data were derived.
 BK3282
 BK3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7277931338(NAD 83)
 BK3282_MARKER: DZ = AZIMUTH MARK DISK
 BK3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3282_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3282+STABILITY: SURFACE MOTION
 BK3282
 BK3282  HISTORY     - Date     Condition        Report By
 BK3282  HISTORY     - 1987     MONUMENTED       LADTD
 BK3282
 BK3282                          STATION DESCRIPTION
 BK3282
 BK3282'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3282'THE STATION IS LOCATED ABOUT 14.1 KM (8.8 MI)
 BK3282'SOUTHWEST OF LAKE CHARLES,
 BK3282'2.9 KM (1.8 MI) NORTH OF THE INTRACOASTAL WATERWAY CALCASIEU LOCKS,
 BK3282'ALONG THE RIGHT-OF-WAY OF STATE HIGHWAY 384, JUST SOUTH OF A
 BK3282'RAILROAD CROSSING AND ON THE LEFT NEAR A POWER POLE.
 BK3282'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3282'
 BK3282'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3282'AND LAKE STREET (EXIT 5) IN LAKE CHARLES, GO
 BK3282'SOUTH FOR 3.1 KM (1.9 MI) ON LAKE STREET TO A CROSSROAD.
 BK3282'TURN RIGHT AND GO WEST FOR 4.9 KM (3.05 MI) ON STATE HIGHWAY 384 TO
 BK3282'A ROAD LEFT.
 BK3282'TURN LEFT AND GO SOUTH FOR 6.1 KM (3.8 MI) ON HIGHWAY 384 TO THE
 BK3282'AZIMUTH MARK ON THE LEFT.
 BK3282'
 BK3282'THE STATION IS A STANDARD NGS DISK
 BK3282'STAMPED---BLACK BAYOU CEM 1987---,
 BK3282'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3282'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3282'11.8 METERS (38.5 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BK3282'2.3 METERS (7.5 FT) SOUTH-SOUTHEAST FROM A TELEPHONE JUNCTION BOX
 BK3282'NO. P 79-1/2,
 BK3282'0.9 METERS (3 FT) WEST FROM A RIGHT-OF-WAY MARKER AND
 BK3282'0.9 METERS (3 FT) WEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0794 ***********************************************************************
 AV0794  DESIGNATION -  BLACK TOP SILVER STACK
 AV0794  PID         -  AV0794
 AV0794  STATE/COUNTY-  LA/CAMERON
 AV0794  USGS QUAD   -  SWEET LAKE (1982)
 AV0794
 AV0794                         *CURRENT SURVEY CONTROL
 AV0794  ___________________________________________________________________
 AV0794* NAD 83(1992)-  29 59 01.82120(N)    093 07 47.37341(W)     ADJUSTED  
 AV0794* NAVD 88     -                                                        
 AV0794  **This station is located in a subsidence area (see below).
 AV0794  ___________________________________________________________________
 AV0794  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AV0794  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AV0794
 AV0794  HORZ ORDER  -  THIRD
 AV0794
 AV0794.The horizontal coordinates were established by classical geodetic methods
 AV0794.and adjusted by the National Geodetic Survey in January 1993..
 AV0794
 AV0794 ** The orthometric height has not been validated since last determined
 AV0794 ** by differential leveling and should not be used for control purposes.
 AV0794 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0794 ** area with valid NAVD 88 orthometric heights.
 AV0794 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0794 ** epoch indicated which incorporates improved geoid heights for the
 AV0794 ** Southern Louisiana Subsidence area.
 AV0794 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0794
 AV0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0794
 AV0794.The geoid height was determined by GEOID03.
 AV0794
 AV0794;                    North         East     Units Scale Factor Converg.
 AV0794;SPC LA S     -   165,833.944   826,654.999   MT  0.99992579   -0 53 53.8
 AV0794;SPC LA S     -   544,073.53  2,712,117.28   sFT  0.99992579   -0 53 53.8
 AV0794;UTM  15      - 3,317,001.700   487,476.554   MT  0.99960193   -0 03 53.6
 AV0794
 AV0794                          SUPERSEDED SURVEY CONTROL
 AV0794
 AV0794  NAD 83(1986)-  29 59 01.84663(N)    093 07 47.35971(W) AD(       ) 4
 AV0794  NAD 27      -  29 59 01.08700(N)    093 07 46.79500(W) AD(       ) 3
 AV0794
 AV0794.Superseded values are not recommended for survey control.
 AV0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0794.See file dsdata.txt to determine how the superseded data were derived.
 AV0794
 AV0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8747717002(NAD 83)
 AV0794_MARKER: 63 = STACK
 AV0794
 AV0794  HISTORY     - Date     Condition        Report By
 AV0794  HISTORY     - 1934     FIRST OBSERVED   CGS
 AV0794
 AV0794                          STATION DESCRIPTION
 AV0794
 AV0794'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2985 ***********************************************************************
 CQ2985  DESIGNATION -  BLACKBURN FIRE TOWER LFC
 CQ2985  PID         -  CQ2985
 CQ2985  STATE/COUNTY-  LA/CLAIBORNE
 CQ2985  USGS QUAD   -  BLACKBURN (1986)
 CQ2985
 CQ2985                         *CURRENT SURVEY CONTROL
 CQ2985  ___________________________________________________________________
 CQ2985* NAD 83(1992)-  32 50 22.51713(N)    093 10 58.26665(W)     ADJUSTED  
 CQ2985* NAVD 88     -                                                        
 CQ2985  ___________________________________________________________________
 CQ2985  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CQ2985  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2985
 CQ2985  HORZ ORDER  -  THIRD
 CQ2985
 CQ2985.The horizontal coordinates were established by classical geodetic methods
 CQ2985.and adjusted by the National Geodetic Survey in September 1999..
 CQ2985
 CQ2985
 CQ2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2985
 CQ2985.The geoid height was determined by GEOID03.
 CQ2985
 CQ2985;                    North         East     Units Scale Factor Converg.
 CQ2985;SPC LA N     -   259,615.748   936,067.682   MT  1.00004400   -0 21 39.7
 CQ2985;SPC LA N     -   851,756.00  3,071,082.05   sFT  1.00004400   -0 21 39.7
 CQ2985;UTM  15      - 3,633,518.701   482,887.887   MT  0.99960361   -0 05 57.0
 CQ2985
 CQ2985                          SUPERSEDED SURVEY CONTROL
 CQ2985
 CQ2985  NAD 83(1992)-  32 50 22.52093(N)    093 10 58.26210(W) AD(       ) 4
 CQ2985  NAD 83(1986)-  32 50 22.52888(N)    093 10 58.25694(W) AD(       ) 4
 CQ2985  NAD 27      -  32 50 22.01100(N)    093 10 57.66300(W) AD(       ) 3
 CQ2985
 CQ2985.Superseded values are not recommended for survey control.
 CQ2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2985.See file dsdata.txt to determine how the superseded data were derived.
 CQ2985
 CQ2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8288833519(NAD 83)
 CQ2985_MARKER: 57 = LOOKOUT TOWER
 CQ2985
 CQ2985  HISTORY     - Date     Condition        Report By
 CQ2985  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ2985  HISTORY     - 19931121 GOOD             USPSQD
 CQ2985
 CQ2985                          STATION DESCRIPTION
 CQ2985
 CQ2985'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2985'THE STATION IS LOCATED ABOUT 5.0 MILES EAST-SOUTHEAST OF
 CQ2985'LETON AND 1.5 MILES EAST OF BLACKBURN.  IT IS ON A WOODED
 CQ2985'RIDGE 300 FEET NORTH OF STATE HIGHWAY 557.  IT IS A STEEL
 CQ2985'STRUCTURE SUPPORTING A CAB AT THE TOP WITH AN OVERALL HEIGHT
 CQ2985'OF 110 FEET.  THE POINT OBSERVED UPON WAS THE CENTER OF THE
 CQ2985'SLOPED ROOF AT THE APEX OF THE CAB.
 CQ2985'
 CQ2985'TO REACH THE STATION FROM BLACKBURN, GO EAST ON STATE HIGHWAY
 CQ2985'557 FOR 1.4 MILES TO STATION ON THE LEFT AS DESCRIBED.
 CQ2985
 CQ2985                          STATION RECOVERY (1993)
 CQ2985
 CQ2985'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ2985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2843 ***********************************************************************
 CP2843  DESIGNATION -  BLAIR
 CP2843  PID         -  CP2843
 CP2843  STATE/COUNTY-  LA/EAST CARROLL
 CP2843  USGS QUAD   -  MILLIKIN (1994)
 CP2843
 CP2843                         *CURRENT SURVEY CONTROL
 CP2843  ___________________________________________________________________
 CP2843* NAD 83(1992)-  32 53 33.40124(N)    091 13 35.36907(W)     ADJUSTED  
 CP2843* NAVD 88     -        31.448  (meters)     103.18   (feet)  ADJUSTED  
 CP2843  ___________________________________________________________________
 CP2843  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CP2843  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP2843  DYNAMIC HT  -          31.414 (meters)     103.06  (feet)  COMP
 CP2843  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 CP2843
 CP2843  HORZ ORDER  -  SECOND
 CP2843  VERT ORDER  -  SECOND    CLASS I
 CP2843
 CP2843.The horizontal coordinates were established by classical geodetic methods
 CP2843.and adjusted by the National Geodetic Survey in May 1994..
 CP2843
 CP2843.The orthometric height was determined by differential leveling
 CP2843.and adjusted by the National Geodetic Survey in May 1997..
 CP2843
 CP2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2843
 CP2843.The geoid height was determined by GEOID03.
 CP2843
 CP2843.The dynamic height is computed by dividing the NAVD 88
 CP2843.geopotential number by the normal gravity value computed on the
 CP2843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2843.degrees latitude (g = 980.6199 gals.).
 CP2843
 CP2843.The modeled gravity was interpolated from observed gravity values.
 CP2843
 CP2843;                    North         East     Units Scale Factor Converg.
 CP2843;SPC LA N     -   265,995.197 1,119,161.766   MT  1.00005933   +0 40 23.9
 CP2843;SPC LA N     -   872,685.91  3,671,783.23   sFT  1.00005933   +0 40 23.9
 CP2843;UTM  15      - 3,640,776.464   665,885.146   MT  0.99993931   +0 57 48.1
 CP2843
 CP2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2843!SPC LA N     -   0.99999918  x   1.00005933  =   1.00005851
 CP2843!UTM  15      -   0.99999918  x   0.99993931  =   0.99993849
 CP2843
 CP2843:                Primary Azimuth Mark                     Grid Az
 CP2843:SPC LA N     -  BLAIR AZ MK                              359 33 57.2
 CP2843:UTM  15      -  BLAIR AZ MK                              359 16 33.0
 CP2843
 CP2843|---------------------------------------------------------------------|
 CP2843| PID    Reference Object                     Distance      Geod. Az  |
 CP2843|                                                           dddmmss.s |
 CP2843| CY3455 BLAIR AZ MK                                        0001421.1 |
 CP2843| CP2842 BLAIR RM 1                           25.845 METERS 05812     |
 CP2843| AA2860 BLAIR RM 2                           23.337 METERS 10343     |
 CP2843| AA2859 BLAIR AZ MK 2                                      1794831.7 |
 CP2843|---------------------------------------------------------------------|
 CP2843
 CP2843                          SUPERSEDED SURVEY CONTROL
 CP2843
 CP2843  NAD 83(1992)-  32 53 33.40430(N)    091 13 35.36640(W) AD(       ) 2
 CP2843  NAD 83(1986)-  32 53 33.41389(N)    091 13 35.36194(W) AD(       ) 2
 CP2843  NAD 27      -  32 53 32.95617(N)    091 13 34.96136(W) AD(       ) 2
 CP2843  NGVD 29 (07/19/86)   31.5    (m)          103.     (f) VERT ANG       
 CP2843
 CP2843.Superseded values are not recommended for survey control.
 CP2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2843.See file dsdata.txt to determine how the superseded data were derived.
 CP2843
 CP2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6588540776(NAD 83)
 CP2843_MARKER: DE = TRAVERSE STATION DISK
 CP2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2843_STAMPING: BLAIR 1970
 CP2843_MARK LOGO: LADHGS
 CP2843_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2843+STABILITY: SURFACE MOTION
 CP2843
 CP2843  HISTORY     - Date     Condition        Report By
 CP2843  HISTORY     - 1970     MONUMENTED       LADH
 CP2843  HISTORY     - 19870115 GOOD             LADTD
 CP2843
 CP2843                          STATION DESCRIPTION
 CP2843
 CP2843'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 CP2843'THE STATION IS LOCATED 6.5 MILES NORTH-NORTHWEST OF LAKE
 CP2843'PROVIDENCE AND 9.5 MILES EAST-NORTHEAST OF OAK GROVE IN THE
 CP2843'SOUTHEAST QUARTER OF SECTION 56, T22N, R12E AND ON PROPERTY OWNED
 CP2843'BY THE MISSOURI PACIFIC RAILROAD.
 CP2843'
 CP2843'TO REACH THE STATION FROM THE RAILROAD CROSSING IN SHELBURN, DRIVE
 CP2843'NORTH ALONG U.S. HIGHWAY 65 FOR 0.6 MILE TO THE STATION WHICH IS
 CP2843'SET TO THE LEFT AND WEST OF HIGHWAY AND RAILROAD JUST SOUTH OF A
 CP2843'GRAVEL ROAD LEADING TO THE BLAIR PLANTATION.
 CP2843'
 CP2843'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG
 CP2843'U.S. HIGHWAY 65 FOR 0.5 MILE TO THE MARK WHICH IS SET TO THE LEFT
 CP2843'AND WEST OF THE HIGHWAY NEAR THE RAILROAD AND A GRAVEL ROAD
 CP2843'CROSSING.
 CP2843'
 CP2843'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE SOUTH ALONG
 CP2843'U.S. HIGHWAY 65 FOR 0.6 MILE TO THE MARK WHICH IS SET TO THE RIGHT
 CP2843'AND WEST OF THE HIGHWAY NEAR THE RAILROAD AND A GRAVEL ROAD
 CP2843'CROSSING.
 CP2843'
 CP2843'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2843'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2843'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2843'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2843'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2843'STAMPED BLAIR 1970.  IT IS 99 FEET WEST OF THE CENTER OF
 CP2843'U.S. HIGHWAY 65, 75 FEET WEST OF THE CENTER OF THE WEST END OF
 CP2843'A DRAIN UNDER U.S. HIGHWAY 65, 23 FEET SOUTH OF THE CENTER OF A
 CP2843'GRAVEL ROAD LEADING WEST TO THE BLAIR PLANTATION, 22 FEET
 CP2843'NORTH-NORTHEAST OF THE WEST END OF A CULVERT UNDER THE
 CP2843'RAILROAD, 5 FEET WEST OF THE WEST RAIL ON THE MISSOURI PACIFIC
 CP2843'RAILROAD, AND 3 FEET SOUTH OF A METAL WITNESS POST.
 CP2843'
 CP2843'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2843'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2843'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP2843'IS STAMPED BLAIR RM 1 1970.  IT IS 62 FEET EAST OF THE EAST RAIL
 CP2843'OF THE MISSOURI PACIFIC RAILROAD, 58 FEET NORTH OF THE WEST END
 CP2843'OF A DRAIN UNDER U.S. HIGHWAY 65, 27 FEET WEST OF THE CENTER OF
 CP2843'U.S. HIGHWAY 65, AND 20 FEET NORTH OF THE CENTER OF A GRAVEL
 CP2843'ROAD LEADING WEST TO THE BLAIR PLANTATION.
 CP2843'
 CP2843'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2843'AND COAST AND GEODETIC SURVEY DISK SET IN A DRILLED HOLE IN THE
 CP2843'SOUTH CORNER OF THE WEST HEADWALL OF A CULVERT UNDER
 CP2843'U.S. HIGHWAY 65.  IT IS STAMPED BLAIR RM 2 1970.  IT IS 64 FEET
 CP2843'EAST-NORTHEAST OF THE EAST RAIL ON THE MISSOURI PACIFIC RAILROAD,
 CP2843'42 FEET SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING
 CP2843'WEST TO THE BLAIR PLANTATION, AND 25 FEET WEST-SOUTHWEST OF THE
 CP2843'CENTER OF U.S. HIGHWAY 65.
 CP2843'
 CP2843'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2843'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2843'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2843'STAMPED BLAIR AZ MK 1970.  IT IS 84 FEET SOUTHWEST OF THE
 CP2843'CENTER OF U.S. HIGHWAY 65, 68 FEET NORTH-NORTHEAST OF A FENCE
 CP2843'CORNER, 14 FEET NORTHWEST OF A GRAVEL DRIVE LEADING WEST ACROSS
 CP2843'THE RAILROAD, 6 FEET EAST-NORTHEAST OF THE EAST RAIL OF THE
 CP2843'MISSOURI PACIFIC RAILROAD, AND 2 FEET WEST-SOUTHWEST OF A
 CP2843'METAL WITNESS POST.
 CP2843'
 CP2843'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP2843'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2843'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2843'STAMPED.  BLAIR AZ MK 2 1970.  IT IS 102 FEET EAST-NORTHEAST OF A
 CP2843'10 INCH PECAN TREE, 72 FEET NORTHEAST OF A POWER POLE, 14 FEET
 CP2843'NORTH OF THE CENTER OF A GRAVEL ROAD CROSSING THE RAILROAD, 6
 CP2843'FEET EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD,
 CP2843'AND 2 FEET NORTH OF A METAL WITNESS POST.
 CP2843'
 CP2843'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2843
 CP2843                          STATION RECOVERY (1987)
 CP2843
 CP2843'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP2843'ABOUT 10.5 KM (6.50 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 CP2843'LAKE PROVIDENCE OR ABOUT 10.5 KM (6.50 MI) SOUTH ON U S HIGHWAY 65
 CP2843'FROM ITS JUNCTION WITH STATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON
 CP2843'THE RIGHT AND WEST OF HIGHWAY 65, 30.2 M (99.1 FT) WEST OF THE CENTER
 CP2843'OF HIGHWAY 65, 22.9 M (75.1 FT) WEST OF THE CENTER OF THE WEST END OF
 CP2843'A CONCRETE HEADWALL, 7 M (23.0 FT) SOUTH OF THE CENTER OF A GRAVEL
 CP2843'ROAD LEADING WEST, 6.7 M (22.0 FT) NORTH-NORTHEAST OF THE WEST END OF
 CP2843'A CULVERT UNDER THE RAILROAD TRACKS AND 1.5 M (4.9 FT) WEST OF THE
 CP2843'WEST RAIL OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2859 ***********************************************************************
 AA2859  DESIGNATION -  BLAIR AZ MK 2
 AA2859  PID         -  AA2859
 AA2859  STATE/COUNTY-  LA/EAST CARROLL
 AA2859  USGS QUAD   -  MILLIKIN (1994)
 AA2859
 AA2859                         *CURRENT SURVEY CONTROL
 AA2859  ___________________________________________________________________
 AA2859* NAD 83(1986)-  32 53 00.     (N)    091 13 34.     (W)     SCALED    
 AA2859* NAVD 88     -        31.708  (meters)     104.03   (feet)  ADJUSTED  
 AA2859  ___________________________________________________________________
 AA2859  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AA2859  DYNAMIC HT  -          31.673 (meters)     103.91  (feet)  COMP
 AA2859  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 AA2859
 AA2859  VERT ORDER  -  SECOND    CLASS I
 AA2859
 AA2859.The horizontal coordinates were scaled from a topographic map and have
 AA2859.an estimated accuracy of +/- 6 seconds.
 AA2859
 AA2859.The orthometric height was determined by differential leveling
 AA2859.and adjusted by the National Geodetic Survey in May 1997..
 AA2859
 AA2859.The geoid height was determined by GEOID03.
 AA2859
 AA2859.The dynamic height is computed by dividing the NAVD 88
 AA2859.geopotential number by the normal gravity value computed on the
 AA2859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2859.degrees latitude (g = 980.6199 gals.).
 AA2859
 AA2859.The modeled gravity was interpolated from observed gravity values.
 AA2859
 AA2859;                    North         East    Units  Estimated Accuracy
 AA2859;SPC LA N     -   264,970.    1,119,210.      MT  (+/- 180 meters Scaled)
 AA2859
 AA2859                          SUPERSEDED SURVEY CONTROL
 AA2859
 AA2859.No superseded survey control is available for this station.
 AA2859
 AA2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS659397(NAD 83)
 AA2859_MARKER: DZ = AZIMUTH MARK DISK
 AA2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2859_STAMPING: BLAIR AZ MK 2 1970
 AA2859_MARK LOGO: LADHGS
 AA2859_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2859+STABILITY: SURFACE MOTION
 AA2859
 AA2859  HISTORY     - Date     Condition        Report By
 AA2859  HISTORY     - 1970     MONUMENTED       LADH
 AA2859  HISTORY     - 19870115 GOOD             LADTD
 AA2859
 AA2859                          STATION DESCRIPTION
 AA2859
 AA2859'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2859'ABOUT 9.5 KM (5.90 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2859'LAKE PROVIDENCE TO THE MARK ON THE LEFT AND WEST OF THE HIGHWAY NEAR
 AA2859'THE RAILROAD AND A GRAVEL ROAD CROSSING, 55.8 M (183.1 FT) WEST OF
 AA2859'HIGHWAY 65, 4.3 M (14.1 FT) NORTH OF THE CENTER OF A BLACKTOP ROAD AND
 AA2859'1.8 M (5.9 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2842 ***********************************************************************
 CP2842  DESIGNATION -  BLAIR RM 1
 CP2842  PID         -  CP2842
 CP2842  STATE/COUNTY-  LA/EAST CARROLL
 CP2842  USGS QUAD   -  MILLIKIN (1994)
 CP2842
 CP2842                         *CURRENT SURVEY CONTROL
 CP2842  ___________________________________________________________________
 CP2842* NAD 83(1992)-  32 53 33.     (N)    091 13 34.     (W)     SCALED    
 CP2842* NAVD 88     -        30.888  (meters)     101.34   (feet)  ADJUSTED  
 CP2842  ___________________________________________________________________
 CP2842  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP2842  DYNAMIC HT  -          30.854 (meters)     101.23  (feet)  COMP
 CP2842  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CP2842
 CP2842  VERT ORDER  -  SECOND    CLASS I
 CP2842
 CP2842.The horizontal coordinates were scaled from a topographic map and have
 CP2842.an estimated accuracy of +/- 6 seconds.
 CP2842
 CP2842.The orthometric height was determined by differential leveling
 CP2842.and adjusted by the National Geodetic Survey in May 1997..
 CP2842
 CP2842.The geoid height was determined by GEOID03.
 CP2842
 CP2842.The dynamic height is computed by dividing the NAVD 88
 CP2842.geopotential number by the normal gravity value computed on the
 CP2842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2842.degrees latitude (g = 980.6199 gals.).
 CP2842
 CP2842.The modeled gravity was interpolated from observed gravity values.
 CP2842
 CP2842;                    North         East    Units  Estimated Accuracy
 CP2842;SPC LA N     -   265,980.    1,119,200.      MT  (+/- 180 meters Scaled)
 CP2842
 CP2842                          SUPERSEDED SURVEY CONTROL
 CP2842
 CP2842  NGVD 29 (07/19/86)   31.0    (m)          102.     (f) VERT ANG       
 CP2842
 CP2842.Superseded values are not recommended for survey control.
 CP2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2842.See file dsdata.txt to determine how the superseded data were derived.
 CP2842
 CP2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS659407(NAD 83)
 CP2842_MARKER: DR = REFERENCE MARK DISK
 CP2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2842_STAMPING: BLAIR RM 1 1970
 CP2842_MARK LOGO: LADHGS
 CP2842_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2842+STABILITY: SURFACE MOTION
 CP2842
 CP2842  HISTORY     - Date     Condition        Report By
 CP2842  HISTORY     - 1970     MONUMENTED       LADH
 CP2842  HISTORY     - 19870115 GOOD             LADTD
 CP2842
 CP2842                          STATION DESCRIPTION
 CP2842
 CP2842'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 CP2842'ABOUT 10.5 KM (6.50 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 CP2842'LAKE PROVIDENCE OR ABOUT 10.5 KM (6.50 MI) SOUTH ON U S HIGHWAY 65
 CP2842'FROM ITS JUNCTION WITH STATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON
 CP2842'THE RIGHT AND WEST OF HIGHWAY 65, 18.9 M (62.0 FT) EAST OF THE EAST
 CP2842'RAIL OF THE RAILROAD TRACKS 17.7 M (58.1 FT) NORTH OF THE WEST END OF
 CP2842'A DRAIN UNDER HIGHWAY 65, 8.2 M (26.9 FT) WEST OF THE CENTER OF THE
 CP2842'HIGHWAY AND 6.1 M (20.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD
 CP2842'LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2860 ***********************************************************************
 AA2860  DESIGNATION -  BLAIR RM 2
 AA2860  PID         -  AA2860
 AA2860  STATE/COUNTY-  LA/EAST CARROLL
 AA2860  USGS QUAD   -  MILLIKIN (1994)
 AA2860
 AA2860                         *CURRENT SURVEY CONTROL
 AA2860  ___________________________________________________________________
 AA2860* NAD 83(1986)-  32 53 32.     (N)    091 13 36.     (W)     SCALED    
 AA2860* NAVD 88     -        30.983  (meters)     101.65   (feet)  ADJUSTED  
 AA2860  ___________________________________________________________________
 AA2860  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AA2860  DYNAMIC HT  -          30.949 (meters)     101.54  (feet)  COMP
 AA2860  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 AA2860
 AA2860  VERT ORDER  -  SECOND    CLASS I
 AA2860
 AA2860.The horizontal coordinates were scaled from a topographic map and have
 AA2860.an estimated accuracy of +/- 6 seconds.
 AA2860
 AA2860.The orthometric height was determined by differential leveling
 AA2860.and adjusted by the National Geodetic Survey in May 1997..
 AA2860
 AA2860.The geoid height was determined by GEOID03.
 AA2860
 AA2860.The dynamic height is computed by dividing the NAVD 88
 AA2860.geopotential number by the normal gravity value computed on the
 AA2860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2860.degrees latitude (g = 980.6199 gals.).
 AA2860
 AA2860.The modeled gravity was interpolated from observed gravity values.
 AA2860
 AA2860;                    North         East    Units  Estimated Accuracy
 AA2860;SPC LA N     -   265,950.    1,119,150.      MT  (+/- 180 meters Scaled)
 AA2860
 AA2860                          SUPERSEDED SURVEY CONTROL
 AA2860
 AA2860.No superseded survey control is available for this station.
 AA2860
 AA2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS658407(NAD 83)
 AA2860_MARKER: DR = REFERENCE MARK DISK
 AA2860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2860_SP_SET: CONCRETE HEADWALL
 AA2860_STAMPING: BLAIR RM 2 1970
 AA2860_MARK LOGO: LADHGS
 AA2860_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2860+STABILITY: SURFACE MOTION
 AA2860
 AA2860  HISTORY     - Date     Condition        Report By
 AA2860  HISTORY     - 1970     MONUMENTED       LADH
 AA2860  HISTORY     - 19870115 GOOD             LADTD
 AA2860
 AA2860                          STATION DESCRIPTION
 AA2860
 AA2860'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2860'ABOUT 10.5 KM (6.50 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2860'LAKE PROVIDENCE OR ABOUT 10.5 KM (6.50 MI) SOUTH ON U S HIGHWAY 65
 AA2860'FROM THE JUNCTION WITH STATE HIGHWAY 585 IN GASSOWAY TO THE MARK ON
 AA2860'THE RIGHT AND WEST OF THE HIGHWAY, 19.5 M (64.0 FT) EAST-NORTHEAST OF
 AA2860'THE EAST RAIL OF THE RAILROAD TRACKS, 12.8 M (42.0 FT) SOUTH-SOUTHEAST
 AA2860'OF THE CENTER OF A GRAVEL ROAD LEADING WEST AND 7.6 M (24.9 FT)
 AA2860'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2888 ***********************************************************************
 AU2888  DESIGNATION -  BLAKE
 AU2888  PID         -  AU2888
 AU2888  STATE/COUNTY-  LA/ST CHARLES
 AU2888  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2888
 AU2888                         *CURRENT SURVEY CONTROL
 AU2888  ___________________________________________________________________
 AU2888* NAD 83(1992)-  29 48 13.74529(N)    090 25 42.08590(W)     ADJUSTED  
 AU2888* NAVD 88     -        -0.4  **(meters)      -1.   **(feet)  VERTCON   
 AU2888  **This station is located in a subsidence area (see below).
 AU2888  ___________________________________________________________________
 AU2888  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU2888  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AU2888
 AU2888  HORZ ORDER  -  SECOND
 AU2888
 AU2888.The horizontal coordinates were established by classical geodetic methods
 AU2888.and adjusted by the National Geodetic Survey in January 1993..
 AU2888
 AU2888 ** The orthometric height has not been validated since last determined
 AU2888 ** by differential leveling and should not be used for control purposes.
 AU2888 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2888 ** area with valid NAVD 88 orthometric heights.
 AU2888 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2888 ** epoch indicated which incorporates improved geoid heights for the
 AU2888 ** Southern Louisiana Subsidence area.
 AU2888 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2888.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2888
 AU2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2888
 AU2888.The geoid height was determined by GEOID03.
 AU2888
 AU2888;                    North         East     Units Scale Factor Converg.
 AU2888;SPC LA S     -   144,866.521 1,087,482.124   MT  0.99993162   +0 27 09.0
 AU2888;SPC LA S     -   475,282.91  3,567,847.60   sFT  0.99993162   +0 27 09.0
 AU2888;UTM  15      - 3,299,820.805   748,557.924   MT  1.00036233   +1 16 43.8
 AU2888
 AU2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2888!SPC LA S     -   1.00000410  x   0.99993162  =   0.99993572
 AU2888!UTM  15      -   1.00000410  x   1.00036233  =   1.00036643
 AU2888
 AU2888:                Primary Azimuth Mark                     Grid Az
 AU2888:SPC LA S     -  PARADIS BELL TEL MICROWAVE               045 38 56.4
 AU2888:UTM  15      -  PARADIS BELL TEL MICROWAVE               044 49 21.6
 AU2888
 AU2888|---------------------------------------------------------------------|
 AU2888| PID    Reference Object                     Distance      Geod. Az  |
 AU2888|                                                           dddmmss.s |
 AU2888| AU2880 PARADIS BELL TEL MICROWAVE          APPROX. 0.9 KM 0460605.4 |
 AU2888| DD6365 BLAKE AZ MK                                        0892317.9 |
 AU2888| DD6366 BLAKE RM 1                           22.871 METERS 08929     |
 AU2888| AU2887 BLAKE LDH 1972 A POINT                6.945 METERS 09001     |
 AU2888| AU3492 BLAKE AZ MK 2                       APPROX. 0.5 KM 0910810.8 |
 AU2888| DD6367 BLAKE RM 2                           15.263 METERS 17846     |
 AU2888|---------------------------------------------------------------------|
 AU2888
 AU2888                          SUPERSEDED SURVEY CONTROL
 AU2888
 AU2888  NAD 83(1986)-  29 48 13.76261(N)    090 25 42.08720(W) AD(       ) 2
 AU2888  NAD 27      -  29 48 13.01050(N)    090 25 41.79071(W) AD(       ) 2
 AU2888  NGVD 29 (07/19/86)   -0.3    (m)           -1.     (f) VERT ANG       
 AU2888
 AU2888.Superseded values are not recommended for survey control.
 AU2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2888.See file dsdata.txt to determine how the superseded data were derived.
 AU2888
 AU2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4855899821(NAD 83)
 AU2888_MARKER: DD = SURVEY DISK
 AU2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2888_MARK LOGO: LADH  
 AU2888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2888+STABILITY: SURFACE MOTION
 AU2888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2888+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1980
 AU2888
 AU2888  HISTORY     - Date     Condition        Report By
 AU2888  HISTORY     - 1972     MONUMENTED       LADH
 AU2888  HISTORY     - 19801022 GOOD             NGS
 AU2888
 AU2888                          STATION DESCRIPTION
 AU2888
 AU2888'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2888'THE STATION IS LOCATED 3 MILES SOUTHEAST OF DES ALLEMANDS, 9 MILES
 AU2888'SOUTHWEST OF LULING AND 11 MILES NORTHEAST OF RACELAND, IN THE
 AU2888'NORTHWEST QUARTER OF SECTION 3, T15S, R20E, AND ON THE PROPERTY
 AU2888'OWNED BY ST. CHARLES PARISH.
 AU2888'
 AU2888'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU2888'HIGHWAY 306, DRIVE SOUTH ALONG STATE HIGHWAY 306 FOR 5.0 MILES.  THE
 AU2888'STATION IS SET ON THE LEFT AND EAST OF THE HIGHWAY NEAR A SHELL
 AU2888'ROAD.
 AU2888'
 AU2888'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE SHELL
 AU2888'ROAD FOR APPROXIMATELY 0.4 MILE.  THE MARK IS SET ON THE LEFT AND
 AU2888'NORTH OF THE ROAD NEAR A FIRE HYDRANT.
 AU2888'
 AU2888'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2888'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2888'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU2888'SUB-SURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2888'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU2888'STAMPED BLAKE 1972.  THE MARK IS 230 FEET EAST OF THE CENTER OF
 AU2888'STATE HIGHWAY 306, 56 FEET WEST OF THE CENTER OF A SHELL DRIVE, 54
 AU2888'FEET SOUTHEAST OF A 24-INCH WILLOW TREE, 21 FEET NORTH OF THE
 AU2888'CENTER OF A SHELL ROAD, AND 1.5 FEET NORTH OF A METAL WITNESS POST
 AU2888'AND SIGN.
 AU2888'
 AU2888'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2888'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2888'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2888'STAMPED BLAKE R.M. 1 1972.  IT IS 48 FEET NORTH OF A POWER POLE,
 AU2888'18 FEET WEST OF THE CENTER OF A SHELL DRIVE, 21 FEET NORTH OF THE
 AU2888'CENTER OF A SHELL ROAD, AND 9 FEET NORTHWEST OF THE WEST END OF
 AU2888'A CONCRETE CULVERT.
 AU2888'
 AU2888'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2888'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2888'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2888'STAMPED BLAKE R.M. 2 1972.  IT IS 78 FEET WEST OF A POWER POLE, 63
 AU2888'FEET NORTH OF THE NORTHEAST CORNER OF A BRICK BUILDING, 57 FEET
 AU2888'EAST-SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT, AND 21
 AU2888'FEET SOUTH OF THE CENTER OF A SHELL ROAD.
 AU2888'
 AU2888'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2888'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2888'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2888'STAMPED BLAKE AZ. MK. 1972.  IT IS 72 FEET WEST OF A FIRE HYDRANT,
 AU2888'24 FEET NORTH OF THE CENTER OF A SHELL ROAD, 13 FEET SOUTHEAST OF
 AU2888'THE SOUTHEAST CORNER OF A BRICK BUILDING, 7 FEET NORTHEAST OF THE
 AU2888'EAST END OF A CONCRETE CULVERT, AND 2 FEET NORTH OF A METAL WITNESS
 AU2888'POST AND SIGN.
 AU2888'
 AU2888'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2888
 AU2888                          STATION RECOVERY (1980)
 AU2888
 AU2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AU2888'THE STATION MARK, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 AU2888'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY WORK
 AU2888'DONE ON THE STREET.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 AU2888' 
 AU2888'THE PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER THE STATION MARK WITH
 AU2888'A FEW ADDITIONS.  THE STATION MARK IS 70.1 METERS (230 FT) EAST OF THE
 AU2888'CENTER OF STATE HIGHWAY 306, 17 METERS (56 FT) WEST OF THE CENTER OF A
 AU2888'CONCRETE DRIVEWAY, 36 METERS (118 FT) SOUTHWEST OF THE NORTHWEST
 AU2888'CORNER OF A BRICK HOUSE, 25.3 METERS (25.3 FT) WEST OF A GAS METER,
 AU2888'6.4 METERS (21 FT) NORTH OF THE CENTER OF PLEASANT VALLEY STREET AND
 AU2888'0.46 METER (1.5 FT) NORTH OF A METAL WITNESS POST AND SIGN.
 AU2888' 
 AU2888'AZIMUTH MARK NO 2 IS A STANDARD LADTD DISK STAMPED--BLAKE AZ MK 1972
 AU2888'1980--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 AU2888'CM IN DIAMETER FLUSH WITH GROUND LOCATED 86 FT (26.2 M) ENE FROM THE
 AU2888'NORTHWEST CORNER OF A BRICK HOUSE, 38 FT (11.6 M) NE FROM THE
 AU2888'NORTHEAST CORNER OF THE BRICK HOUSE, 28 FT (8.5 M) S FROM THE CENTER
 AU2888'OF THE STREET, AND 3 FT (0.9 M) WSW FROM A POWER POLE WITH WITNESS
 AU2888'SIGN ATTACHED.
 AU2888' 
 AU2888'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG PLEASANT
 AU2888'VALLEY STREET FOR .48 KM (0.3 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3492 ***********************************************************************
 AU3492  DESIGNATION -  BLAKE AZ MK 2
 AU3492  PID         -  AU3492
 AU3492  STATE/COUNTY-  LA/ST CHARLES
 AU3492  USGS QUAD   -  DES ALLEMANDS (1987)
 AU3492
 AU3492                         *CURRENT SURVEY CONTROL
 AU3492  ___________________________________________________________________
 AU3492* NAD 83(1992)-  29 48 13.40427(N)    090 25 22.39647(W)     ADJUSTED  
 AU3492* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  VERTCON   
 AU3492  **This station is located in a subsidence area (see below).
 AU3492  ___________________________________________________________________
 AU3492  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU3492  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AU3492
 AU3492  HORZ ORDER  -  THIRD
 AU3492
 AU3492.The horizontal coordinates were established by classical geodetic methods
 AU3492.and adjusted by the National Geodetic Survey in January 1993..
 AU3492.No horizontal observational check was made to the station.
 AU3492
 AU3492 ** The orthometric height has not been validated since last determined
 AU3492 ** by differential leveling and should not be used for control purposes.
 AU3492 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3492 ** area with valid NAVD 88 orthometric heights.
 AU3492 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3492 ** epoch indicated which incorporates improved geoid heights for the
 AU3492 ** Southern Louisiana Subsidence area.
 AU3492 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3492
 AU3492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3492
 AU3492.The geoid height was determined by GEOID03.
 AU3492
 AU3492;                    North         East     Units Scale Factor Converg.
 AU3492;SPC LA S     -   144,860.210 1,088,010.901   MT  0.99993163   +0 27 18.8
 AU3492;SPC LA S     -   475,262.21  3,569,582.43   sFT  0.99993163   +0 27 18.8
 AU3492;UTM  15      - 3,299,822.120   749,086.965   MT  1.00036558   +1 16 53.6
 AU3492
 AU3492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3492!SPC LA S     -   1.00000422  x   0.99993163  =   0.99993585
 AU3492!UTM  15      -   1.00000422  x   1.00036558  =   1.00036980
 AU3492
 AU3492                          SUPERSEDED SURVEY CONTROL
 AU3492
 AU3492  NAD 83(1986)-  29 48 13.42154(N)    090 25 22.39778(W) AD(       ) 3
 AU3492  NGVD 29 (11/02/92)   -1.     (m)           -3.     (f) VERT ANG       
 AU3492
 AU3492.Superseded values are not recommended for survey control.
 AU3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3492.See file dsdata.txt to determine how the superseded data were derived.
 AU3492
 AU3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4908799822(NAD 83)
 AU3492_MARKER: DZ = AZIMUTH MARK DISK
 AU3492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3492_STAMPING: BLAKE 2 1982
 AU3492_MARK LOGO: NGS   
 AU3492_PROJECTION: FLUSH
 AU3492_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3492+STABILITY: SURFACE MOTION
 AU3492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3492+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AU3492
 AU3492  HISTORY     - Date     Condition        Report By
 AU3492  HISTORY     - 1982     MONUMENTED       NGS
 AU3492  HISTORY     - UNK      SEE DESCRIPTION
 AU3492
 AU3492                          STATION DESCRIPTION
 AU3492
 AU3492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AU3492'THE STATION IS LOCATED 4.8 KM (3.0 MI) SOUTHEAST OF DES ALLEMANDS,
 AU3492'14.5 KM (9.0 MI) SOUTHWEST OF LULING AND 17.7 KM (11.0 MI) NORTHEAST
 AU3492'OF RACELAND, IN THE NORTHWEST QUARTER OF SECTION 3, T15S, R20E, AND
 AU3492'PROPERTY OWNERSHIP--ST CHARLES PARISH.
 AU3492' 
 AU3492'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 90 AND STATE
 AU3492'HIGHWAY 306, DRIVE SOUTH ON HIGHWAY 306 FOR 8.0 KM (5.0 MI) TO
 AU3492'PLEASANT VALLEY STREET ON THE LEFT, TURN LEFT FOR 230 FEET TO
 AU3492'TRIANGULATION STATION BLAKE ON THE LEFT, CONTINUE EAST ON PLEASANT
 AU3492'VALLEY STREET FOR 0.5 KM (0.3 FT) TO THE MARK ON THE RIGHT, 26.2
 AU3492'METERS (86 FT) EAST NORTHEAST OF THE NORTHWEST CORNER OF A BRICK
 AU3492'HOUSE, 11.6 METER (38 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 AU3492'SAME HOUSE, 8.5 METERS (28 FT) SOUTH OF THE CENTER OF THE STREET AND
 AU3492'0.9 METER (3.0 FT) WEST SOUTHWEST OF A POWER POLE WITH WITNESS SIGN
 AU3492'ATTACHED.
 AU3492
 AU3492                          STATION RECOVERY (UNK )
 AU3492
 AU3492'RECOVERED UNK
 AU3492'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3084 ***********************************************************************
 AU3084  DESIGNATION -  BLAN
 AU3084  PID         -  AU3084
 AU3084  STATE/COUNTY-  LA/TERREBONNE
 AU3084  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AU3084
 AU3084                         *CURRENT SURVEY CONTROL
 AU3084  ___________________________________________________________________
 AU3084* NAD 83(1992)-  29 20 50.22073(N)    090 50 00.05813(W)     ADJUSTED  
 AU3084* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AU3084  **This station is located in a subsidence area (see below).
 AU3084  ___________________________________________________________________
 AU3084  X           -     -80,924.595 (meters)                     COMP
 AU3084  Y           -  -5,563,465.167 (meters)                     COMP
 AU3084  Z           -   3,107,498.819 (meters)                     COMP
 AU3084  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU3084  ELLIP HEIGHT-         -24.20  (meters)          (02/21/02) GPS OBS
 AU3084  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU3084
 AU3084  HORZ ORDER  -  FIRST
 AU3084  ELLP ORDER  -  FIFTH     CLASS I
 AU3084
 AU3084.The horizontal coordinates were established by GPS observations
 AU3084.and adjusted by the National Geodetic Survey in December 1998..
 AU3084
 AU3084 ** The orthometric height has not been validated since last determined
 AU3084 ** by differential leveling and should not be used for control purposes.
 AU3084 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3084 ** area with valid NAVD 88 orthometric heights.
 AU3084 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3084 ** epoch indicated which incorporates improved geoid heights for the
 AU3084 ** Southern Louisiana Subsidence area.
 AU3084 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3084.The orthometric height was determined by GPS observations and a
 AU3084.high-resolution geoid model.
 AU3084
 AU3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3084
 AU3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3084
 AU3084.The ellipsoidal height was determined by GPS observations
 AU3084.and is referenced to NAD 83.
 AU3084
 AU3084.The geoid height was determined by GEOID03.
 AU3084
 AU3084;                    North         East     Units Scale Factor Converg.
 AU3084;SPC LA S     -    94,024.511 1,048,553.521   MT  0.99999033   +0 14 60.0
 AU3084;SPC LA S     -   308,478.75  3,440,129.34   sFT  0.99999033   +0 14 60.0
 AU3084;UTM  15      - 3,248,412.471   710,348.596   MT  1.00014600   +1 03 44.2
 AU3084
 AU3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3084!SPC LA S     -   1.00000380  x   0.99999033  =   0.99999413
 AU3084!UTM  15      -   1.00000380  x   1.00014600  =   1.00014980
 AU3084
 AU3084:                Primary Azimuth Mark                     Grid Az
 AU3084:SPC LA S     -  ROSO                                     129 33 59.6
 AU3084:UTM  15      -  ROSO                                     128 45 15.4
 AU3084
 AU3084|---------------------------------------------------------------------|
 AU3084| PID    Reference Object                     Distance      Geod. Az  |
 AU3084|                                                           dddmmss.s |
 AU3084| AU3083 ROSO                                APPROX. 8.1 KM 1294859.6 |
 AU3084| AH6223 BLAN AZ MK                          457.217 METERS 1942058.5 |
 AU3084| DD6368 BLAN AZ MK RESET                                   19912     |
 AU3084| DD6371 BLAN RM 3                            11.166 METERS 23227     |
 AU3084| DD6370 BLAN RM 2                            21.905 METERS 23554     |
 AU3084| DD6369 BLAN RM 1                            33.269 METERS 31400     |
 AU3084|---------------------------------------------------------------------|
 AU3084
 AU3084                          SUPERSEDED SURVEY CONTROL
 AU3084
 AU3084  ELLIP H (12/17/98)  -24.20   (m)                       GP(       ) 4 2
 AU3084  NAD 83(1992)-  29 20 50.21459(N)    090 50 00.06223(W) AD(       ) 2
 AU3084  NAD 83(1986)-  29 20 50.23723(N)    090 50 00.06862(W) AD(       ) 2
 AU3084  NAD 27      -  29 20 49.44100(N)    090 49 59.74100(W) AD(       ) 2
 AU3084
 AU3084.Superseded values are not recommended for survey control.
 AU3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3084.See file dsdata.txt to determine how the superseded data were derived.
 AU3084
 AU3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1034948412(NAD 83)
 AU3084_MARKER: DD = SURVEY DISK
 AU3084_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3084_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3084_STAMPING: BLAN 1934
 AU3084_MARK LOGO: CGS   
 AU3084_PROJECTION: FLUSH
 AU3084_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3084+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3084
 AU3084  HISTORY     - Date     Condition        Report By
 AU3084  HISTORY     - 1934     MONUMENTED       CGS
 AU3084  HISTORY     - 1952     GOOD             SSC
 AU3084  HISTORY     - 1952     GOOD             CGS
 AU3084  HISTORY     - 1954     GOOD             CGS
 AU3084  HISTORY     - 1960     GOOD             CGS
 AU3084  HISTORY     - 1964     GOOD             CGS
 AU3084  HISTORY     - 19950103 GOOD             MPHI
 AU3084
 AU3084                          STATION DESCRIPTION
 AU3084
 AU3084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3084'STATION IS ON THE E SIDE OF STATE HIGHWAY 247, WHICH PARALLELS
 AU3084'THE E BANK OF BAYOU DE LARGE, IN THE SIDE YARD OF PROPERTY
 AU3084'OWNED BY ADAM DEHARD (WHICH IS THE FIRST BUILDING BELOW THE
 AU3084'ST. ANDREW EPISCOPAL CHURCH), IN SOLID GROUND, 21 METERS
 AU3084'(70 FEET) E OF THE ROAD, 11 METERS (36 FEET) S OF THE HOUSE,
 AU3084'AND AT A POINT WHERE A SHELL ROAD ENDS AND A DIRT ROAD BEGINS.
 AU3084'
 AU3084'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3084'IN TOP OF A TILE.
 AU3084'
 AU3084'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE
 AU3084'CONCRETE MONUMENTS.
 AU3084'
 AU3084'REFERENCE MARK NO. 1 IS 33.204 METERS (108.94 FEET) FROM THE
 AU3084'STATION.
 AU3084'
 AU3084'REFERENCE MARK NO. 2 IS 21.873 METERS (71.76 FEET) FROM THE
 AU3084'STATION S 55 DEG 54 MIN W.
 AU3084
 AU3084                          STATION RECOVERY (1952)
 AU3084
 AU3084'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1952 (BWK)
 AU3084'STATION WAS RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.
 AU3084'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 AU3084'THE DESCRIPTION IS ADEQUATE.
 AU3084'
 AU3084'THE DISTANCE FROM THE STATION TO REFERENCE MARK 1 IS 108.98
 AU3084'FT.
 AU3084'
 AU3084'THE DISTANCE FROM THE STATION TO REFERENCE MARK 2 IS 71.87 FT.
 AU3084'
 AU3084'THE ANGLE BETWEEN THE REFERENCE MARKS IS 3 MIN. LESS THAN
 AU3084'GIVEN IN THE ORIGINAL MEASUREMENT.
 AU3084
 AU3084                          STATION RECOVERY (1952)
 AU3084
 AU3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3084'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3084'THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND WERE
 AU3084'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS INADEQUATE,
 AU3084'A NEW DESCRIPTION FOLLOWS--
 AU3084'
 AU3084'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AU3084'90 AND STATE HIGHWAY 247 (JUST S OF HOUMA), GO S ON STATE
 AU3084'HIGHWAY 247 FOR 13.4 MI. TO A BRIDGE OVER FALGOUT CANAL,
 AU3084'CONTINUE S FOR 5.6 MI. TO THE HOME OF ADAM DEHARD (FIRST HOUSE
 AU3084'S OF ST. ANDREW EPISCOPAL CHURCH) AND SITE OF STATION.
 AU3084'
 AU3084'STATION IS LOCATED 36 FT. W OF A 36-IN. PECAN TREE (NEAREST
 AU3084'HOUSE), 25 FT. S OF A SILVER BUTANE TANK, 65 FT. SE OF THE
 AU3084'CENTERLINE OF THE ROAD, AND IN THE N ROW OF ORANGE TREES
 AU3084'ON THE S SIDE OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED
 AU3084'BLAN 1934 AND SET IN THE TOP OF A 10-IN. CONCRETE MONUMENT
 AU3084'PROJECTING 2 IN. ABOVE THE GROUND.
 AU3084'
 AU3084'REFERENCE MARK 1 IS 33 FT. NW OF THE CENTERLINE OF THE ROAD,
 AU3084'12 FT. SE OF THE BAYOU BANK, AND 51 FT. SW OF POWER POLE NO.
 AU3084'BD 215.  IT IS A STANDARD DISK, STAMPED BLAN NO 1 1934 AND
 AU3084'SET IN THE TOP OF A 9- BY 9-IN. CONCRETE MONUMENT PROJECTING
 AU3084'2 IN. ABOVE THE GROUND.
 AU3084'
 AU3084'REFERENCE MARK 2 IS 18 FT. SE OF THE CENTERLINE OF THE ROAD,
 AU3084'AND 27 FT. SW OF THE ORANGE TREE IN THE SW CORNER OF THE GROVE.
 AU3084'IT IS A STANDARD DISK, STAMPED BLAN NO 2 1934 AND SET IN THE
 AU3084'TOP OF A 9- BY 9-IN. CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU3084
 AU3084                          STATION RECOVERY (1954)
 AU3084
 AU3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCC)
 AU3084'STATION STAMPED BLAN 1934 AND REFERENCE MARKS STAMPED BLAN
 AU3084'NO 1 1934 AND BLAN NO 2 1934 WERE RECOVERED AS DESCRIBED.
 AU3084
 AU3084                          STATION RECOVERY (1960)
 AU3084
 AU3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ECM)
 AU3084'STATION AND R.M. 2 FOUND IN EXCELLENT CONDITION.  R.M. 1
 AU3084'EVIDENTLY BEEN STRUCK AND SLIGHTLY MOVED FROM ORIGINAL POSITION.
 AU3084'R.M. IS NOW 9 FEET FROM BAYOU BANK.
 AU3084'
 AU3084'OBSERVED ANGLE BETWEEN R.M. 1 AND R.M. 2 IS 77 DEG 59 MIN
 AU3084'40 SEC.
 AU3084'
 AU3084'DESCRIPTION ADEQUATE.
 AU3084
 AU3084                          STATION RECOVERY (1964)
 AU3084
 AU3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 AU3084'THE STATION WAS VISITED 9-16-64 AND STATION MARK, REFERENCE
 AU3084'MARKS NO. 1 AND 2 AND THE AZIMUTH MARKS WERE FOUND IN GOOD
 AU3084'CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 AU3084'MOVED AT THIS DATE DUE TO HIGHWAY IMPROVEMENTS.  THE AZIMUTH
 AU3084'MARK WAS MOVED IN LINE AND AWAY FROM THE STATION AND THE OLD
 AU3084'AZIMUTH MARK.  REFERENCE MARK NO. 2 WAS DESTROYED AT THIS
 AU3084'DATE AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW
 AU3084'DESCRIPTION FOLLOWS--
 AU3084'
 AU3084'THE STATION IS LOCATED ABOUT 19.5 MILES SOUTH OF HOUMA, ON THE
 AU3084'EAST BANK OF BAYOU DU LARGE, 5.6 MILES SOUTH OF FALGUT CANAL,
 AU3084'ABOUT 100 YARDS SOUTH OF THE ST. ANDREWS CHURCH, 57 FEET
 AU3084'EAST OF THE CENTER OF THE ROAD ON PROPERTY OWNED BY G.L. DEHART,
 AU3084'18 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE DEHART
 AU3084'HOME, 2 FEET SOUTH OF A POWER POLE, 36 FEET WEST OF A 3-FOOT
 AU3084'PECAN TREE, 37 FEET NORTHWEST OF A 2-FOOT PECAN TREE, 75
 AU3084'FEET NORTHWEST OF A FORKED WATER OAK, 43 FEET SOUTHEAST OF A
 AU3084'GAS METER, AND 60 FEET WEST OF AND ON THE PROJECTED PLANE
 AU3084'OF THE SOUTH WALL OF MR. DEHARTS HOUSE.  IT IS A STANDARD
 AU3084'DISK STAMPED BLAN 1934 SET IN THE TOP OF AN 8-INCH CONCRETE
 AU3084'FILLED TERRA COTTA PIPE, FLUSH WITH THE GROUND.
 AU3084'
 AU3084'REFERENCE MARK NO. 1 IS 109.15 FEET NORTHWEST OF THE STATION,
 AU3084'46 FEET WEST OF THE CENTER OF THE HIGHWAY, 85 FEET WEST OF
 AU3084'THE GAS METER, 51 FEET SOUTH OF A POWER POLE WITH A STREET
 AU3084'LIGHT, 6 FEET EAST OF THE EAST EDGE OF THE BAYOU AND 1 FOOT
 AU3084'WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 AU3084'BLAN NO 1 1934, FLUSH WITH THE GROUND.
 AU3084'
 AU3084'REFERENCE MARK NO. 3 IS 36.60 FEET SOUTHWEST OF THE STATION,
 AU3084'35 FEET EAST OF THE CENTER OF THE ROAD, 67 FEET SW OF THE
 AU3084'3-FOOT PECAN TREE, 82 FEET W. OF A FORKED WATER OAK, 55 FEET
 AU3084'WSW OF THE 2-FOOT PECAN TREE, 26 FEET NORTH OF THE CENTER
 AU3084'OF THE DRIVEWAY AND 83 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AU3084'OF THE DEHARTS HOUSE IT IS A STANDARD DISK STAMPED BLAN NO
 AU3084'3 1964 FLUSH WITH THE GROUND AND 1 FOOT SOUTH OF A METAL
 AU3084'WITNESS POST.
 AU3084'
 AU3084'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION, ACROSS
 AU3084'THE ROAD FROM A HOUSE PAINTED GRAY, 35 FEET WEST OF THE CENTER
 AU3084'OF THE HIGHWAY, 15 FEET EAST OF THE EAST EDGE OF BAYOU DU LARGE,
 AU3084'12 FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 AU3084'HOUSE ACROSS THE ROAD, AND 1 FOOT WEST OF A WITNESS POST.
 AU3084'IT IS A STANDARD DISK STAMPED BLAN 1934 RESET 1964, PROJECTING
 AU3084'4 INCHES.
 AU3084'
 AU3084'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 315
 AU3084'AND U.S. HIGHWAY 90 AT THE SOUTHWEST EDGE OF HOUMA, GO SOUTH
 AU3084'ALONG THE EAST BANK OF BAYOU DU LARGE FOR 13.75 MILES TO
 AU3084'THE FALGUT CANAL, CONTINUE SOUTH FOR 5.95 MILES ON STATE
 AU3084'HIGHWAY 315 TO THE MARK ON THE LEFT JUST PAST THE ST. ANDREWS
 AU3084'CHURCH.
 AU3084
 AU3084                          STATION RECOVERY (1995)
 AU3084
 AU3084'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3084'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6223 ***********************************************************************
 AH6223  DESIGNATION -  BLAN AZ MK
 AH6223  PID         -  AH6223
 AH6223  STATE/COUNTY-  LA/TERREBONNE
 AH6223  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AH6223
 AH6223                         *CURRENT SURVEY CONTROL
 AH6223  ___________________________________________________________________
 AH6223* NAD 83(1992)-  29 20 35.83414(N)    090 50 04.25866(W)     ADJUSTED  
 AH6223* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6223  **This station is located in a subsidence area (see below).
 AH6223  ___________________________________________________________________
 AH6223  X           -     -81,041.069 (meters)                     COMP
 AH6223  Y           -  -5,563,681.488 (meters)                     COMP
 AH6223  Z           -   3,107,113.220 (meters)                     COMP
 AH6223  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6223  ELLIP HEIGHT-         -23.15  (meters)          (02/21/02) GPS OBS
 AH6223  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AH6223
 AH6223  HORZ ORDER  -  FIRST
 AH6223  ELLP ORDER  -  FIFTH     CLASS I
 AH6223
 AH6223.The horizontal coordinates were established by GPS observations
 AH6223.and adjusted by the National Geodetic Survey in December 1998..
 AH6223
 AH6223 ** The orthometric height has not been validated since last determined
 AH6223 ** by differential leveling and should not be used for control purposes.
 AH6223 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6223 ** area with valid NAVD 88 orthometric heights.
 AH6223 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6223 ** epoch indicated which incorporates improved geoid heights for the
 AH6223 ** Southern Louisiana Subsidence area.
 AH6223 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6223.The orthometric height was determined by GPS observations and a
 AH6223.high-resolution geoid model.
 AH6223
 AH6223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6223
 AH6223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6223
 AH6223.The ellipsoidal height was determined by GPS observations
 AH6223.and is referenced to NAD 83.
 AH6223
 AH6223.The geoid height was determined by GEOID03.
 AH6223
 AH6223;                    North         East     Units Scale Factor Converg.
 AH6223;SPC LA S     -    93,581.073 1,048,442.140   MT  0.99999112   +0 14 57.9
 AH6223;SPC LA S     -   307,023.90  3,439,763.92   sFT  0.99999112   +0 14 57.9
 AH6223;UTM  15      - 3,247,967.429   710,243.496   MT  1.00014546   +1 03 41.6
 AH6223
 AH6223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6223!SPC LA S     -   1.00000364  x   0.99999112  =   0.99999476
 AH6223!UTM  15      -   1.00000364  x   1.00014546  =   1.00014910
 AH6223
 AH6223:                Primary Azimuth Mark                     Grid Az
 AH6223:SPC LA S     -  BLAN                                     014 05 58.5
 AH6223:UTM  15      -  BLAN                                     013 17 14.8
 AH6223
 AH6223|---------------------------------------------------------------------|
 AH6223| PID    Reference Object                     Distance      Geod. Az  |
 AH6223|                                                           dddmmss.s |
 AH6223| AU3084 BLAN                                457.217 METERS 0142056.4 |
 AH6223|---------------------------------------------------------------------|
 AH6223
 AH6223                          SUPERSEDED SURVEY CONTROL
 AH6223
 AH6223  ELLIP H (12/17/98)  -23.15   (m)                       GP(       ) 4 2
 AH6223
 AH6223.Superseded values are not recommended for survey control.
 AH6223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6223.See file dsdata.txt to determine how the superseded data were derived.
 AH6223
 AH6223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1024347967(NAD 83)
 AH6223_MARKER: DD = SURVEY DISK
 AH6223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6223_STAMPING: BLAN AZ MK 1993
 AH6223_MARK LOGO: TPCG  
 AH6223_PROJECTION: FLUSH
 AH6223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6223+STABILITY: SURFACE MOTION
 AH6223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6223+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6223
 AH6223  HISTORY     - Date     Condition        Report By
 AH6223  HISTORY     - 1993     MONUMENTED       GSENG
 AH6223
 AH6223                          STATION DESCRIPTION
 AH6223
 AH6223'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6223'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6223'LA. HIGHWAY 315, (TOWNSHIP 20 SOUTH RANGE 16 EAST SECTION 9). MONUMENT
 AH6223'IS LOCATED JUST NORTH OF A DRIVEWAY TO A GRAY WOOD FRAME HOUSE (3105
 AH6223'BAYOU DULARGE ROAD).  MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN
 AH6223'CONCRETE AND IS FLUSH WITH THE SHOULDER OF THE ROAD. MONUMENT IS 17.00
 AH6223'FT (5.18 M) SOUTHEASTERLY OF THE CENTERLINE OF LA. HIGHWAY 315, 35.4
 AH6223'FT (10.8 M) SOUTHWESTERLY OF A LIGHT POLE WITH A NAIL/SHINER, 38.7 FT
 AH6223'(11.8 M) WESTERLY OF A 27 INCH OAK TREE, 58 FT (17.7 M) NORTHERLY OF
 AH6223'THE CORNER OF THE HOUSE (EDGE OF CARPORT), 67.5 FT (20.6 M) EASTERLY
 AH6223'OF A UTILITY POLE WITH A NAIL/SHINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3075 ***********************************************************************
 BK3075  DESIGNATION -  BLANC
 BK3075  PID         -  BK3075
 BK3075  STATE/COUNTY-  LA/ALLEN
 BK3075  USGS QUAD   -  TOPSY (1957)
 BK3075
 BK3075                         *CURRENT SURVEY CONTROL
 BK3075  ___________________________________________________________________
 BK3075* NAD 83(1992)-  30 28 44.16040(N)    093 01 08.73359(W)     ADJUSTED  
 BK3075* NAVD 88     -        11.9    (meters)      39.     (feet)  VERTCON   
 BK3075  ___________________________________________________________________
 BK3075  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BK3075  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK3075
 BK3075  HORZ ORDER  -  SECOND
 BK3075
 BK3075.The horizontal coordinates were established by classical geodetic methods
 BK3075.and adjusted by the National Geodetic Survey in January 1993..
 BK3075
 BK3075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3075
 BK3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3075
 BK3075.The geoid height was determined by GEOID03.
 BK3075
 BK3075;                    North         East     Units Scale Factor Converg.
 BK3075;SPC LA S     -   220,546.533   838,146.291   MT  0.99996044   -0 50 34.4
 BK3075;SPC LA S     -   723,576.42  2,749,818.29   sFT  0.99996044   -0 50 34.4
 BK3075;UTM  15      - 3,371,857.151   498,167.463   MT  0.99960004   -0 00 34.9
 BK3075
 BK3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3075!SPC LA S     -   1.00000242  x   0.99996044  =   0.99996286
 BK3075!UTM  15      -   1.00000242  x   0.99960004  =   0.99960246
 BK3075
 BK3075|---------------------------------------------------------------------|
 BK3075| PID    Reference Object                     Distance      Geod. Az  |
 BK3075|                                                           dddmmss.s |
 BK3075| CV8102 BLANC RM 1                           28.644 METERS 02854     |
 BK3075| CV8101 BLANC AZ MK                                        0852203.2 |
 BK3075| CV8103 BLANC RM 2                           28.351 METERS 24811     |
 BK3075|---------------------------------------------------------------------|
 BK3075
 BK3075                          SUPERSEDED SURVEY CONTROL
 BK3075
 BK3075  NAD 83(1986)-  30 28 44.18029(N)    093 01 08.72638(W) AD(       ) 2
 BK3075  NAD 27      -  30 28 43.45628(N)    093 01 08.17820(W) AD(       ) 2
 BK3075  NGVD 29 (07/19/86)   11.8    (m)           39.     (f) VERT ANG       
 BK3075
 BK3075.Superseded values are not recommended for survey control.
 BK3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3075.See file dsdata.txt to determine how the superseded data were derived.
 BK3075
 BK3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9816771857(NAD 83)
 BK3075_MARKER: DS = TRIANGULATION STATION DISK
 BK3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3075
 BK3075  HISTORY     - Date     Condition        Report By
 BK3075  HISTORY     - 1963     MONUMENTED       CGS
 BK3075  HISTORY     - 1974     GOOD             NGS
 BK3075
 BK3075                          STATION DESCRIPTION
 BK3075
 BK3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3075'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF LE BLANC,
 BK3075'3-1/2 MILES NORTHWEST OF INDIAN VILLAGE, 3-1/2 MILES
 BK3075'SOUTH-SOUTHEAST OF REEVES.
 BK3075'
 BK3075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BK3075'AND 190, ABOUT 7 MILES SOUTH OF LONGVILLE, GO EAST ON U.S.
 BK3075'HIGHWAY 190 FOR 16.7 MILES TO A CROSSROAD (JUST WEST OF THE
 BK3075'LE BLANC POST OFFICE).  TURN RIGHT AND GO SOUTH AND SOUTHWESTERLY
 BK3075'ON PARISH ROAD 3-11 FOR 2.6 MILES TO A SIDE ROAD RIGHT.  KEEP
 BK3075'LEFT (SOUTH) FOR 1.65 MILES TO A CROSSROAD.  KEEP STRAIGHT
 BK3075'AHEAD (WEST) FOR 0.4 MILE TO A FORK, BEAR LEFT AND GO SOUTHWEST
 BK3075'FOR 0.6 MILE TO A FENCE CORNER ON THE RIGHT.  CONTINUE AHEAD
 BK3075'FOR 0.1 MILE TO A TRACK RIGHT, TURN SHARP RIGHT AND GO
 BK3075'NORTHERLY ON THE TRACK ROAD FOR 0.3 MILE TO THE STATION AS
 BK3075'DESCRIBED.
 BK3075'
 BK3075'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD LEADING TO THE
 BK3075'STATION, GO EASTERLY ON A DIRT ROAD FOR 0.65 MILE TO A REVERCE-Y,
 BK3075'TURN SHARP LEFT ON A DIRT ROAD FOR 0.45 MILE TO THE AZIMUTH ON
 BK3075'THE LEFT AS DESCRIBED.
 BK3075'
 BK3075'THE STATION IS A STANDARD DISK STAMPED BLANC 1963, SET IN A
 BK3075'10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES
 BK3075'FROM THE GROUND SURFACE.  IT IS 5.7 FEET NORTHWEST OF A 3 INCH
 BK3075'DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  23.9 FEET WEST OF
 BK3075'THE CENTER OF A TRACK ROAD.  43.0 FEET SOUTHEAST OF A 21 INCH
 BK3075'PINE TREE.
 BK3075'
 BK3075'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLANC NO 1 1963,
 BK3075'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH
 BK3075'WITH THE GROUND SURFACE.  IT IS 97.5 FEET NORTH OF A 3 INCH
 BK3075'DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  8.2 FEET NORTH
 BK3075'OF THE CENTER OF A TRACK ROAD.  5.8 FEET NORTHWEST OF A 21
 BK3075'INCH PINE TREE.
 BK3075'
 BK3075'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLANC NO 2 1963,
 BK3075'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH
 BK3075'WITH THE GROUND SURFACE.  IT IS 93.6 FEET WEST OF A 3 INCH
 BK3075'DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  110.0 FEET WEST
 BK3075'OF THE CENTER OF A TRACK ROAD.  24.2 FEET EAST OF A 21 INCH
 BK3075'PINE TREE.
 BK3075'
 BK3075'AZIMUTH MARK IS A STANDARD DISK STAMPED BLANC 1963, SET
 BK3075'IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 BK3075'THE GROUND SURFACE.  IT IS 2.0 FEET NORTH OF A 3 INCH DIAMETER
 BK3075'CREOSOTE WOOD WITNESS POST AND SIGN.  26.7 FEET SOUTH OF THE
 BK3075'CENTER OF A DIRT ROAD.  107.0 FEET EAST OF A POWERLINE POLE.
 BK3075'
 BK3075'HEIGHT OF LIGHT ABOVE STATION MARK 38.07 METERS.
 BK3075
 BK3075                          STATION RECOVERY (1974)
 BK3075
 BK3075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3075'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 BK3075'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE MEASUREMENTS
 BK3075'AND THE DIRECTION TO ALL MARKS CHECKED WITH THE PREVIOUS
 BK3075'DESCRIPTION.
 BK3075'
 BK3075'THE PREVIOUS DESCRIPTION IS ADEQUATE AND ACCURATE.
 BK3075'
 BK3075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 BK3075'SOUTHWEST OF LE BLANC
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5108 ***********************************************************************
 BJ5108  DESIGNATION -  BLANCHARD
 BJ5108  PID         -  BJ5108
 BJ5108  STATE/COUNTY-  LA/IBERVILLE
 BJ5108  USGS QUAD   -  ADDIS (1992)
 BJ5108
 BJ5108                         *CURRENT SURVEY CONTROL
 BJ5108  ___________________________________________________________________
 BJ5108* NAD 83(1992)-  30 15 28.74271(N)    091 19 08.48838(W)     ADJUSTED  
 BJ5108* NAVD 88     -         3.10   (+/-2cm)      10.2    (feet)  VERTCON   
 BJ5108  ___________________________________________________________________
 BJ5108  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ5108  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ5108
 BJ5108  HORZ ORDER  -  FIRST
 BJ5108  VERT ORDER  -  THIRD ? (See Below)
 BJ5108
 BJ5108.The horizontal coordinates were established by classical geodetic methods
 BJ5108.and adjusted by the National Geodetic Survey in January 1993..
 BJ5108
 BJ5108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5108.The vertical order pertains to the NGVD 29 superseded value.
 BJ5108
 BJ5108.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5108
 BJ5108.The geoid height was determined by GEOID03.
 BJ5108
 BJ5108;                    North         East     Units Scale Factor Converg.
 BJ5108;SPC LA S     -   194,863.198 1,001,376.928   MT  0.99993577   +0 00 25.8
 BJ5108;SPC LA S     -   639,313.68  3,285,350.80   sFT  0.99993577   +0 00 25.8
 BJ5108;UTM  15      - 3,348,568.229   661,716.707   MT  0.99992265   +0 50 50.0
 BJ5108
 BJ5108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5108!SPC LA S     -   1.00000378  x   0.99993577  =   0.99993955
 BJ5108!UTM  15      -   1.00000378  x   0.99992265  =   0.99992643
 BJ5108
 BJ5108:                Primary Azimuth Mark                     Grid Az
 BJ5108:SPC LA S     -  BATON ROUGE STATE CAPITOL CUP            029 47 41.4
 BJ5108:UTM  15      -  BATON ROUGE STATE CAPITOL CUP            028 57 17.2
 BJ5108
 BJ5108|---------------------------------------------------------------------|
 BJ5108| PID    Reference Object                     Distance      Geod. Az  |
 BJ5108|                                                           dddmmss.s |
 BJ5108| BJ5020 BATON ROUGE STATE CAPITOL CUP       APPROX.25.4 KM 0294807.2 |
 BJ5108| CV9661 BLANCHARD RM 1                       40.785 METERS 04347     |
 BJ5108| BJ5007 PLAQUEMINE RED BALL CO TANK         APPROX. 8.6 KM 0622743.9 |
 BJ5108| BJ5019 IBERVILLE PARISH CTHSE DOME         APPROX. 8.7 KM 0674138.8 |
 BJ5108| BJ5008 PLAQUEMINE MUNICIPAL TANK           APPROX. 8.4 KM 0683806.3 |
 BJ5108| BJ5109 SCHWING LUMBER CO TANK              APPROX. 6.8 KM 0705357.2 |
 BJ5108| CV9660 BLANCHARD AZ MK                                    0933316.4 |
 BJ5108| CV9662 BLANCHARD RM 2                       42.773 METERS 30731     |
 BJ5108|---------------------------------------------------------------------|
 BJ5108
 BJ5108                          SUPERSEDED SURVEY CONTROL
 BJ5108
 BJ5108  NAD 83(1986)-  30 15 28.76156(N)    091 19 08.48569(W) AD(       ) 1
 BJ5108  NAD 27      -  30 15 28.05716(N)    091 19 08.09819(W) AD(       ) 1
 BJ5108  NGVD 29 (07/19/86)    3.12   (m)           10.2    (f) LEVELING    3  
 BJ5108
 BJ5108.Superseded values are not recommended for survey control.
 BJ5108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5108.See file dsdata.txt to determine how the superseded data were derived.
 BJ5108
 BJ5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6171748568(NAD 83)
 BJ5108_MARKER: DS = TRIANGULATION STATION DISK
 BJ5108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5108
 BJ5108  HISTORY     - Date     Condition        Report By
 BJ5108  HISTORY     - 1935     MONUMENTED       CGS
 BJ5108  HISTORY     - 1947     GOOD             CGS
 BJ5108  HISTORY     - 1957     GOOD             CGS
 BJ5108  HISTORY     - 1982     POOR             LADH
 BJ5108
 BJ5108                          STATION DESCRIPTION
 BJ5108
 BJ5108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5108'ABOUT 5-1/2 MILES SW OF PLAQUEMINE, ABOUT 0.15 MILE SW OF THE
 BJ5108'SAWMILL ON BAYOU PLAQUEMINE, AT THE SW CORNER OF THE PASTURE
 BJ5108'S OF THE WAREHOUSES AND MOSS GIN ON PROPERTY BELONGING TO
 BJ5108'E.P. BLANCHARD, 43 FEET N OF THE CENTER LINE OF A GRAVEL
 BJ5108'ROAD, 200 FEET E OF THE POINT WHERE THE GRAVEL ROAD TURNS
 BJ5108'S ALONG BAYOU PLAQUEMINE 160 FEET E OF THE SE CORNER OF
 BJ5108'A YELLOW HOUSE, 26 FEET W OF THE W GATEPOST LEADING TO THE
 BJ5108'BLANCHARD BUILDINGS, AND 32 FEET NE OF A 10-INCH SYCAMORE
 BJ5108'TREE.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET
 BJ5108'IN THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.  THE MARK
 BJ5108'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  REFERENCE
 BJ5108'MARK NO. 1, A STANDARD BRONZE DISK SET IN THE TOP OF A
 BJ5108'SQUARE OR POST OF CONCRETE, SET FLUSH WITH THE GROUND, IS 1
 BJ5108'FOOT W OF THE N-S FENCE LINE, 123 FEET N OF THE CENTER
 BJ5108'LINE OF THE GRAVEL ROAD, 36 FEET ESE OF A 12-INCH
 BJ5108'SYCAMORE TREE, AND 133.81 FEET (40.78 METERS) FROM THE
 BJ5108'STATION N 43 DEG 47 MIN E.  REFERENCE MARK NO. 2,
 BJ5108'A STANDARD BRONZE DISK SET IN THE TOP OF A SQUARE OR
 BJ5108'POST OF CONCRETE, SET FLUSH WITH THE SURFACE OF THE GROUND,
 BJ5108'IS 1 FOOT E OF A BOARD YARD FENCE, 74 FEET NE OF THE NE
 BJ5108'CORNER OF THE YELLOW HOUSE, 145 FEET N OF THE CENTER LINE
 BJ5108'OF THE GRAVEL ROAD, 45 FEET W OF A 12-INCH RED HAW TREE,
 BJ5108'204.20 FEET (62.24 METERS) FROM REFERENCE MARK NO. 1
 BJ5108'AND 140.33 FEET (42.77 METERS) FROM THE STATION
 BJ5108'N 52 DEG 29 MIN W. THE AZIMUTH MARK, A STANDARD BRONZE
 BJ5108'DISK SET IN THE TOP OF A SQUARE BLOCK OR POST OF
 BJ5108'CONCRETE, PROJECTS 6 INCHES AND IS 6 INCHES SW OF THE SW
 BJ5108'RIGHT-OF-WAY FENCE AT THE HIGHWAY NEAR THE SE END OF A
 BJ5108'SHORT NW-SE STRIP OF HIGHWAY AND APPROXIMATELY 0.25 MILE
 BJ5108'FROM THE STATION S 86 DEG 27 MIN E.
 BJ5108
 BJ5108                          STATION RECOVERY (1947)
 BJ5108
 BJ5108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ5108'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION
 BJ5108'MARK AND REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION.
 BJ5108'REFERENCE MARK 1 IS COVERED WITH ABOUT 1 IN. OF EARTH.
 BJ5108
 BJ5108                          STATION RECOVERY (1957)
 BJ5108
 BJ5108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5108'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 BJ5108'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 BJ5108'MARKS WERE VERIFIED.
 BJ5108'
 BJ5108'THE PUBLISHED DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION
 BJ5108'FOLLOWS--
 BJ5108'
 BJ5108'STATION IS LOCATED ABOUT 2.5 MILES WNW OF THE TOWN OF
 BJ5108'CRESCENT AT A POINT WHERE BAYOU PLAQUEMINE CHANGES COURSE
 BJ5108'FROM A N - S DIRECTION TO A NW - SE DIRECTION, ABOUT 300
 BJ5108'FEET E OF THE EAST SHORE OF BAYOU PLAQUEMINE, 105.0 FT.
 BJ5108'N OF THE CENTERLINE OF LA. HWY. 75, 43.0 FT. N OF CENTERLINE
 BJ5108'OF GRAVEL ROAD AND 26.0 FT. W OF WEST GATE POST.  STATION
 BJ5108'MARK IS A STANDARD DISK STAMPED BLANCHARD 1935 SET FLUSH
 BJ5108'WITH THE GROUND.
 BJ5108'
 BJ5108'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1.0 FT. W OF
 BJ5108'NORTH-SOUTH WIRE FENCE AND 200 FT. N OF CENTERLINE OF ROAD.
 BJ5108'A STANDARD REFERENCE MARK DISK STAMPED BLANCHARD NO 1 1935
 BJ5108'SET FLUSH WITH THE GROUND.
 BJ5108'
 BJ5108'REFERENCE MARK NO. 2 IS NW OF THE STATION, 8.5 FT. E OF
 BJ5108'NORTH-SOUTH FENCE AND 21 FT. SE OF A HAW TREE.  A STANDARD
 BJ5108'REFERENCE MARK DISK STAMPED BLANCHARD NO 2 1935 AND PROJECTING
 BJ5108'3 INCHES.
 BJ5108'
 BJ5108'THE AZIMUTH MARK IS E OF THE STATION, 61.0 FT. S OF THE
 BJ5108'CENTERLINE OF LA. HWY. 75, 51.0 FT. SE OF TELEPHONE POLE
 BJ5108'NO. 154 AND 1.0 FT. W OF NW - SE FENCE.  A STANDARD BRONZE
 BJ5108'DISK STAMPED BLANCHARD 1935 AZIMUTH AND PROJECTS 4 INCHES.
 BJ5108
 BJ5108                          STATION RECOVERY (1982)
 BJ5108
 BJ5108'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1982 (DT)
 BJ5108'BLANCHARD 1935 RECOVERED POOR.  THE MARK IS SLIGHTLY TILTED, MAY
 BJ5108'BE DISTURBED.
 BJ5108'
 BJ5108'BLANCHARD 1935 AZIMUTH RECOVERED GOOD.
 BJ5108'
 BJ5108'BLANCHARD NO 1, NO 2 NOT RECOVERED.
 BJ5108'
 BJ5108'CHANGE DESCRIPTION--STATION IS IN INDIAN VILLAGE, 2 MILES WNW OF
 BJ5108'THE COMMUNITY OF CRESCENT, 300 FT E OF THE E BANK OF BAYOU
 BJ5108'PLAQUEMINE, 1500 FT S OF THE POINT WHERE THE BAYOU CHANGES COURSE
 BJ5108'FROM NW TO S AT ITS JUNCTION WITH THE INTRACOASTAL WATERWAY, IN
 BJ5108'THE DRIVEWAY OF A BOAT YARD OPERATED BY C. F. BEAN, INC.  IT IS
 BJ5108'105.0 FT N OF THE CTR LINE OF LA HWY 3066, 58.8 FT NE OF THE W
 BJ5108'GATEPOST, 73.3 FT SE OF THE SE CORNER AND 102.1 FT SE OF THE NE
 BJ5108'CORNER OF A LARGE CORR. METAL BUILDING.  THE MARK IS 4 FT BELOW
 BJ5108'GROUND. DIGGING DOWN AND OCCUPYING OF THE STATION INTERFERE WITH
 BJ5108'TRUCK TRAFFIC.  APPROX. DIST. TO AZ. MARK, 415.407 METERS
 BJ5108'(1362.88 FT).  SUGGEST NEW ALT. MARK SATISFACTORY TO C. F. BEAN AND
 BJ5108'LANDOWNER, WILBERT AND SON LUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3193 ***********************************************************************
 DH3193  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3193  DESIGNATION -  BLD 119
 DH3193  PID         -  DH3193
 DH3193  STATE/COUNTY-  LA/PLAQUEMINES
 DH3193  USGS QUAD   -  EMPIRE (1992)
 DH3193
 DH3193                         *CURRENT SURVEY CONTROL
 DH3193  ___________________________________________________________________
 DH3193* NAD 83(1992)-  29 24 28.66769(N)    089 36 34.05292(W)     ADJUSTED  
 DH3193* NAVD 88     -         4.55 **(meters)      14.9  **(feet)  GPS OBS(2004.65)
 DH3193  **This station is located in a subsidence area (see below).
 DH3193  ___________________________________________________________________
 DH3193  X           -      37,903.079 (meters)                     COMP
 DH3193  Y           -  -5,560,628.999 (meters)                     COMP
 DH3193  Z           -   3,113,361.968 (meters)                     COMP
 DH3193  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DH3193  ELLIP HEIGHT-         -19.68  (meters)          (05/09/05) GPS OBS
 DH3193  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 DH3193
 DH3193  HORZ ORDER  -  B
 DH3193  ELLP ORDER  -  FOURTH    CLASS II
 DH3193
 DH3193.The horizontal coordinates were established by GPS observations
 DH3193.and adjusted by the National Geodetic Survey in May 2005..
 DH3193
 DH3193 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3193 ** and geoid heights are valid at the date of observation. These heights
 DH3193 ** must always be validated when used as control.
 DH3193 ** The orthometric height was determined by GPS observations using
 DH3193 ** precise GPS observation and processing techniques and a new
 DH3193 ** realization of GEOID03. It supersedes the leveled height previously
 DH3193 ** determined for this station.
 DH3193 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3193 ** epoch indicated which incorporates improved geoid heights for the
 DH3193 ** Southern Louisiana Subsidence area.
 DH3193 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3193.The orthometric height was determined by GPS observations and a
 DH3193.high-resolution geoid model using precise GPS observation and
 DH3193.processing techniques.
 DH3193
 DH3193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3193
 DH3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3193
 DH3193.The ellipsoidal height was determined by GPS observations
 DH3193.and is referenced to NAD 83.
 DH3193
 DH3193.The geoid height was determined by GEOID03.
 DH3193
 DH3193;                    North         East     Units Scale Factor Converg.
 DH3193;SPC LA S     -   101,902.789 1,167,298.766   MT  0.99997890   +0 51 43.1
 DH3193;SPC LA S     -   334,326.07  3,829,712.70   sFT  0.99997890   +0 51 43.1
 DH3193;UTM  16      - 3,256,018.261   246,797.625   MT  1.00039116   -1 16 55.2
 DH3193
 DH3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3193!SPC LA S     -   1.00000309  x   0.99997890  =   0.99998199
 DH3193!UTM  16      -   1.00000309  x   1.00039116  =   1.00039425
 DH3193
 DH3193                          SUPERSEDED SURVEY CONTROL
 DH3193
 DH3193.No superseded survey control is available for this station.
 DH3193
 DH3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4679856018(NAD 83)
 DH3193_MARKER: DD = SURVEY DISK
 DH3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3193_STAMPING: BLD 119
 DH3193_PROJECTION: RECESSED 13 CENTIMETERS
 DH3193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3193+STABILITY: SURFACE MOTION
 DH3193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3193+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2003
 DH3193
 DH3193  HISTORY     - Date     Condition        Report By
 DH3193  HISTORY     - UNK      MONUMENTED       USACE
 DH3193  HISTORY     - 20030129 GOOD             3001
 DH3193
 DH3193                          STATION DESCRIPTION
 DH3193
 DH3193'DESCRIBED BY 3001, INC 2003 (MH)
 DH3193'THE STATION IS LOCATED IN PLAQUEMINES PARISH ABOUT 1.4 MILES SOUTH OF
 DH3193'NAIRN, LA 1.55 MILES  NORTH NORTHWEST  OF EMPIRE, LA AND 6.4 MILES
 DH3193'NORTHWEST OF BURAS, LA.
 DH3193' 
 DH3193'OWNERSHIP- COE
 DH3193' 
 DH3193'TO REACH THE STATION FROM THE INTERSECTION OF HWY 11 AND GALMICHS LN
 DH3193'IN EMPIRE, LA GO 2.2  MILES NORTH NORTWEST ALONG HWY 11 TO A LIMESTONE
 DH3193'RAMP ON RIGHT LEADING TO TOP OF LEVEE, TURN RIGHT AND 150' TO TOP  OF
 DH3193'LEVEE AND TURN RIGHT (SOUTH) AND GO 0.92 MILES AND MARK ON RIGHT IN A
 DH3193'LEVEE CURVE.   THE STATION IS A 3.5IN ROUND COE BRASS CAP SET IN
 DH3193'CONCRETE, 0.4' BELOW GROUND SURFACE,  STAMPED BLD-119 1993, 2'EAST OF
 DH3193'L/S CROWN OF LEVEE, 8' WEST OF CENTERLINE OF LIMESTONE RD ON LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3211 ***********************************************************************
 DH3211  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3211  DESIGNATION -  BLD 17
 DH3211  PID         -  DH3211
 DH3211  STATE/COUNTY-  LA/PLAQUEMINES
 DH3211  USGS QUAD   -  HAPPY JACK (1992)
 DH3211
 DH3211                         *CURRENT SURVEY CONTROL
 DH3211  ___________________________________________________________________
 DH3211* NAD 83(1992)-  29 31 03.23727(N)    089 43 35.52391(W)     ADJUSTED  
 DH3211* NAVD 88     -         4.70 **(meters)      15.4  **(feet)  GPS OBS(2004.65)
 DH3211  **This station is located in a subsidence area (see below).
 DH3211  ___________________________________________________________________
 DH3211  X           -      26,512.181 (meters)                     COMP
 DH3211  Y           -  -5,554,719.354 (meters)                     COMP
 DH3211  Z           -   3,123,939.472 (meters)                     COMP
 DH3211  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DH3211  ELLIP HEIGHT-         -19.82  (meters)          (05/09/05) GPS OBS
 DH3211  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 DH3211
 DH3211  HORZ ORDER  -  B
 DH3211  ELLP ORDER  -  FOURTH    CLASS II
 DH3211
 DH3211.The horizontal coordinates were established by GPS observations
 DH3211.and adjusted by the National Geodetic Survey in May 2005..
 DH3211
 DH3211 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3211 ** and geoid heights are valid at the date of observation. These heights
 DH3211 ** must always be validated when used as control.
 DH3211 ** The orthometric height was determined by GPS observations using
 DH3211 ** precise GPS observation and processing techniques and a new
 DH3211 ** realization of GEOID03. It supersedes the leveled height previously
 DH3211 ** determined for this station.
 DH3211 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3211 ** epoch indicated which incorporates improved geoid heights for the
 DH3211 ** Southern Louisiana Subsidence area.
 DH3211 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3211.The orthometric height was determined by GPS observations and a
 DH3211.high-resolution geoid model using precise GPS observation and
 DH3211.processing techniques.
 DH3211
 DH3211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3211
 DH3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3211
 DH3211.The ellipsoidal height was determined by GPS observations
 DH3211.and is referenced to NAD 83.
 DH3211
 DH3211.The geoid height was determined by GEOID03.
 DH3211
 DH3211;                    North         East     Units Scale Factor Converg.
 DH3211;SPC LA S     -   113,884.837 1,155,767.259   MT  0.99996108   +0 48 12.3
 DH3211;SPC LA S     -   373,637.17  3,791,879.75   sFT  0.99996108   +0 48 12.3
 DH3211;UTM  16      - 3,268,429.323   235,717.766   MT  1.00046190   -1 20 38.8
 DH3211
 DH3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3211!SPC LA S     -   1.00000311  x   0.99996108  =   0.99996419
 DH3211!UTM  16      -   1.00000311  x   1.00046190  =   1.00046501
 DH3211
 DH3211                          SUPERSEDED SURVEY CONTROL
 DH3211
 DH3211.No superseded survey control is available for this station.
 DH3211
 DH3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3571868429(NAD 83)
 DH3211_MARKER: DD = SURVEY DISK
 DH3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3211_STAMPING: BLD 17 1993
 DH3211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3211+STABILITY: SURFACE MOTION
 DH3211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3211+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2003
 DH3211
 DH3211  HISTORY     - Date     Condition        Report By
 DH3211  HISTORY     - UNK      MONUMENTED       USACE
 DH3211  HISTORY     - 20030129 GOOD             3001
 DH3211
 DH3211                          STATION DESCRIPTION
 DH3211
 DH3211'DESCRIBED BY 3001, INC 2003 (MH)
 DH3211'THE STATION IS LOCATED IN PLAQUEMINES PARISH AT HAPPY JACK, LA ABOUT
 DH3211'3.2 MILES NORTHWEST  OF PORT SULPHUR, LA AND 9.3 MILES NORTHWEST OF
 DH3211'NAIRN, LA
 DH3211' 
 DH3211'OWNERSHIP- COE
 DH3211' 
 DH3211'TO REACH THE STATION FROM THE INTERSECTION OF HWY 23 AND PORT SULPHUR
 DH3211'RIVER RD AT  HAPPY JACK, LA (N.W. OF PORT SULPHUR) GO 0.12 MILES
 DH3211'SOUTHEAST ON PORT SULPHUR RIVER RD.  TO A LIMESTONE RD ON LEFT LEADING
 DH3211'TO TOP OF LEVEE, TURN LEFT ON LIMESTONE RD AND GO 0.07 MILES AND MARK
 DH3211'ON RIGHT ON TOP OF LEVEE.
 DH3211' 
 DH3211'THE STATION IS A 3.5 IN ROUND COE BRASS CAP SET IN CONCRETE, 0.8'
 DH3211'BELOW GROUND SURFACE,  STAMPED BLD-17 1993, 2' MORTHEAST O FTHE L/S
 DH3211'CROWN OF LEVEE, 288' SOUTHEAST OF A LEVEE  STATION MARKER  POST 60, 6'
 DH3211'SOUTHWEST OF CENTERLINE OF LIMESTONE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3200 ***********************************************************************
 DH3200  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3200  DESIGNATION -  BLD 195
 DH3200  PID         -  DH3200
 DH3200  STATE/COUNTY-  LA/PLAQUEMINES
 DH3200  USGS QUAD   -  BURAS (1993)
 DH3200
 DH3200                         *CURRENT SURVEY CONTROL
 DH3200  ___________________________________________________________________
 DH3200* NAD 83(1992)-  29 21 36.31078(N)    089 32 10.47408(W)     ADJUSTED  
 DH3200* NAVD 88     -         3.46 **(meters)      11.4  **(feet)  GPS OBS(2004.65)
 DH3200  **This station is located in a subsidence area (see below).
 DH3200  ___________________________________________________________________
 DH3200  X           -      45,029.854 (meters)                     COMP
 DH3200  Y           -  -5,563,178.896 (meters)                     COMP
 DH3200  Z           -   3,108,737.432 (meters)                     COMP
 DH3200  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DH3200  ELLIP HEIGHT-         -20.67  (meters)          (05/09/05) GPS OBS
 DH3200  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 DH3200
 DH3200  HORZ ORDER  -  B
 DH3200  ELLP ORDER  -  FOURTH    CLASS II
 DH3200
 DH3200.The horizontal coordinates were established by GPS observations
 DH3200.and adjusted by the National Geodetic Survey in May 2005..
 DH3200
 DH3200 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3200 ** and geoid heights are valid at the date of observation. These heights
 DH3200 ** must always be validated when used as control.
 DH3200 ** The orthometric height was determined by GPS observations using
 DH3200 ** precise GPS observation and processing techniques and a new
 DH3200 ** realization of GEOID03. It supersedes the leveled height previously
 DH3200 ** determined for this station.
 DH3200 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3200 ** epoch indicated which incorporates improved geoid heights for the
 DH3200 ** Southern Louisiana Subsidence area.
 DH3200 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3200.The orthometric height was determined by GPS observations and a
 DH3200.high-resolution geoid model using precise GPS observation and
 DH3200.processing techniques.
 DH3200
 DH3200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3200
 DH3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3200
 DH3200.The ellipsoidal height was determined by GPS observations
 DH3200.and is referenced to NAD 83.
 DH3200
 DH3200.The geoid height was determined by GEOID03.
 DH3200
 DH3200;                    North         East     Units Scale Factor Converg.
 DH3200;SPC LA S     -    96,705.916 1,174,486.926   MT  0.99998783   +0 53 54.8
 DH3200;SPC LA S     -   317,275.99  3,853,295.86   sFT  0.99998783   +0 53 54.8
 DH3200;UTM  16      - 3,250,554.082   253,789.096   MT  1.00034807   -1 14 38.9
 DH3200
 DH3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3200!SPC LA S     -   1.00000325  x   0.99998783  =   0.99999108
 DH3200!UTM  16      -   1.00000325  x   1.00034807  =   1.00035132
 DH3200
 DH3200                          SUPERSEDED SURVEY CONTROL
 DH3200
 DH3200.No superseded survey control is available for this station.
 DH3200
 DH3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5378950554(NAD 83)
 DH3200_MARKER: DD = SURVEY DISK
 DH3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3200_STAMPING: BLD 195 1993
 DH3200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3200+STABILITY: SURFACE MOTION
 DH3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3200+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2003
 DH3200
 DH3200  HISTORY     - Date     Condition        Report By
 DH3200  HISTORY     - UNK      MONUMENTED       USACE
 DH3200  HISTORY     - 20030129 GOOD             3001
 DH3200
 DH3200                          STATION DESCRIPTION
 DH3200
 DH3200'DESCRIBED BY 3001, INC 2003 (MH)
 DH3200'THE STATION IS LOCATED IN PLAQUEMINES PARISH AT BURAS, LA ABOUT 4.2
 DH3200'MILES SOUTHEAST OF  EMPIRE, LA AND 3.8 MILES NORTHWEST OF TRIUMPH, LA
 DH3200' 
 DH3200'OWNERSHIP- COE
 DH3200' 
 DH3200'TO REACH THE STATION FROM THE INTERSECTION OF HWY 11 AND CHOUEST LN.
 DH3200'IN BURAS, LA GO  0.72 MILES NORTHWEST ALONG HWY 11 TO A PLAQUEMINES
 DH3200'PARISH OFFICE BLDG ON LEFT AND A  LIMESTONE RAMP  LEADING TO TOP OF
 DH3200'LEVEE, TURN RIGHT ON RAMP TO TOP OF LEVEE AND END OF FLOODWALL,
 DH3200'CONTINUE NORTHWEST ONLEVEE FOR 0.15 MILES AND MARK ON TOP OF LEVEE.
 DH3200' 
 DH3200'THE STATION IS A 3.5' ROUND COE BRASS CAP SET 0.7' BELOW GROUND
 DH3200'SURFACE, STAMPED BLD-195  1993, 6.9' NORTH EAST OF CONCRETE FLOODWALL
 DH3200'AND IN CENTERLINE OF LEVEE ( LIME STONE RD)  ON EAST SIDE OF
 DH3200'FLOODWALL, 272' WEST NORTHWEST OF A LEVEE STATION MARKER POST 990.
 DH3200'MILES NORTHWEST OF SOUTHEAST END OF FLOODWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2661 ***********************************************************************
 BH2661  DESIGNATION -  BLIND
 BH2661  PID         -  BH2661
 BH2661  STATE/COUNTY-  LA/ST BERNARD
 BH2661  USGS QUAD   -  MALHEUREUX POINT (1994)
 BH2661
 BH2661                         *CURRENT SURVEY CONTROL
 BH2661  ___________________________________________________________________
 BH2661* NAD 83(1992)-  30 02 46.82457(N)    089 25 16.79895(W)     ADJUSTED  
 BH2661* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 BH2661  ___________________________________________________________________
 BH2661  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BH2661  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BH2661
 BH2661  HORZ ORDER  -  SECOND
 BH2661
 BH2661.The horizontal coordinates were established by classical geodetic methods
 BH2661.and adjusted by the National Geodetic Survey in May 1994..
 BH2661
 BH2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2661
 BH2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2661
 BH2661.The geoid height was determined by GEOID03.
 BH2661
 BH2661;                    North         East     Units Scale Factor Converg.
 BH2661;SPC LA S     -   172,941.215 1,184,373.834   MT  0.99992606   +0 57 21.7
 BH2661;SPC LA S     -   567,391.30  3,885,733.15   sFT  0.99992606   +0 57 21.7
 BH2661;SPC MS E     -    60,703.723   243,294.808   MT  0.99998966   -0 17 39.9
 BH2661;SPC MS E     -   199,158.80    798,209.72   sFT  0.99998966   -0 17 39.9
 BH2661;UTM  16      - 3,326,391.119   266,541.706   MT  1.00027248   -1 12 46.5
 BH2661
 BH2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2661!SPC LA S     -   1.00000400  x   0.99992606  =   0.99993006
 BH2661!SPC MS E     -   1.00000400  x   0.99998966  =   0.99999366
 BH2661!UTM  16      -   1.00000400  x   1.00027248  =   1.00027648
 BH2661
 BH2661|---------------------------------------------------------------------|
 BH2661| PID    Reference Object                     Distance      Geod. Az  |
 BH2661|                                                           dddmmss.s |
 BH2661| BH2659 HYDROGRAPHIC STATION NINE 1918      237.191 METERS 02852     |
 BH2661| BH2656 THREE MILE PASS LIGHT               APPROX. 6.2 KM 0814024.3 |
 BH2661| DD7589 BLIND RM 1                           42.312 METERS 18204     |
 BH2661| BH2660 BLIND AZ MK                         APPROX. 1.2 KM 1903155.9 |
 BH2661| BH2665 BLIND RM 2                           42.099 METERS 26136     |
 BH2661|---------------------------------------------------------------------|
 BH2661
 BH2661                          SUPERSEDED SURVEY CONTROL
 BH2661
 BH2661  NAD 83(1992)-  30 02 46.83495(N)    089 25 16.79257(W) AD(       ) 2
 BH2661  NAD 83(1986)-  30 02 46.83666(N)    089 25 16.79381(W) AD(       ) 2
 BH2661  NAD 27      -  30 02 46.11300(N)    089 25 16.62500(W) AD(       ) 2
 BH2661  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 BH2661
 BH2661.Superseded values are not recommended for survey control.
 BH2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2661.See file dsdata.txt to determine how the superseded data were derived.
 BH2661
 BH2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6654226391(NAD 83)
 BH2661_MARKER: DS = TRIANGULATION STATION DISK
 BH2661_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2661_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2661
 BH2661  HISTORY     - Date     Condition        Report By
 BH2661  HISTORY     - 1934     MONUMENTED       CGS
 BH2661  HISTORY     - 1952     GOOD             CGS
 BH2661  HISTORY     - 1966     GOOD             CGS
 BH2661  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BH2661  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BH2661  HISTORY     - 1971     MARK NOT FOUND   NGS
 BH2661
 BH2661                          STATION DESCRIPTION
 BH2661
 BH2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2661'THIS STATION IS IN THE MARSH ON THE SOUTHEASTERN SHORE OF MISSISSIPPI
 BH2661'SOUND, ON THE N END OF THE ISLAND IN THE MOUTH OF BLIND PASS, 240
 BH2661'METERS FROM THE NORTHERN END, 54.1 METERS FROM THE E SHORE, 70.1
 BH2661'METERS FROM THE W SHORE.
 BH2661'
 BH2661'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 BH2661'REFERENCE MARKS NOS. 1, AND 2 ARE STANDARD BRONZE DISKS
 BH2661'SET IN CONCRETE IN THE TOP OF A TILE.  THE
 BH2661'MARKS IN 8-INCH TILE PROJECT ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 BH2661'MARSH.
 BH2661'
 BH2661'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 BH2661'
 BH2661'NINE, HYDROGRAPHIC STATION IS 237.19 METERS DISTANT N 28 DEG
 BH2661'52 MIN E.
 BH2661
 BH2661                          STATION RECOVERY (1952)
 BH2661
 BH2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2661'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. ORIGINAL
 BH2661'DESCRIPTION ADEQUATE EXCEPT THAT STATION IS NOW APPROXIMATELY 750
 BH2661'FEET FROM THE N END OF THE ISLAND. THE APPARENT SHORELINE IS NOW
 BH2661'211 FEET S 80 DEG W MAGNETIC AND 159 FEET N 74 DEG E.
 BH2661
 BH2661                          STATION RECOVERY (1966)
 BH2661
 BH2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2661'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 BH2661'GOOD CONDITION. THE DISTANCE TO THE REFERENCE MARKS CHECKED. AN
 BH2661'ERROR OF 4 MINUTES 59.2 SECONDS WAS FOUND IN THE DIRECTION TO
 BH2661'REFERENCE MARK 1. AN ERROR OF 8 MINUTES 05.2 SECONDS WAS FOUND
 BH2661'IN THE DIRECTION TO REFERENCE MARK 2. AN AZIMUTH MARK WAS
 BH2661'ESTABLISHED BY TELLUROMETER AND 8 POSITIONS ANGLE DETERMINATION
 BH2661'IN THE EVENT THE STATION IS LOST DUE TO EROSION.
 BH2661'
 BH2661'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 BH2661'
 BH2661'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF GRAND ISLAND, 4
 BH2661'MILES SOUTHEAST OF MALHEREUX POINT, 3-1/2 MILES WEST OF THREE MILE
 BH2661'BAY, IN MARSHLAND ON THE SOUTHEASTERN SHORE OF THE MISSISSIPPI
 BH2661'SOUND AND ON THE NORTH END OF A SMALL ISLAND IN THE MOUTH OF BLIND
 BH2661'PASS.
 BH2661'
 BH2661'STATION MARK, A STANDARD DISK STAMPED BLIND 1934, IS SET IN THE TOP
 BH2661'OF AN 8 INCH TERRA-COTTA TILE WHICH PROJECTS 6 INCHES. IT IS 85 FEET
 BH2661'WEST OF THE HIGH TIDE MARK AND 2.9 FEET SOUTH OF A METAL WITNESS
 BH2661'POST.
 BH2661'
 BH2661'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLIND NO 1 1934, IS
 BH2661'SET IN THE TOP OF AN 8 INCH TERRA-COTTA TILE WHICH PROJECTS 3 INCHES.
 BH2661'IT IS 141 FEET SOUTH OF THE METAL WITNESS POST AND 42 FEET WEST OF
 BH2661'THE HIGH TIDE MARK.
 BH2661'
 BH2661'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLIND NO 2 1934, IS
 BH2661'SET IN THE TOP OF AN 8 INCH TERRA-COTTA TILE FLUSH WITH THE GROUND
 BH2661'SURFACE. IT IS 139 FEET WEST-SOUTHWEST OF THE METAL WITNESS POST
 BH2661'AND 41 FEET EAST OF THE HIGH TIDE MARK.
 BH2661'
 BH2661'AZIMUTH MARK, A STANDARD DISK STAMPED BLIND 1966. IT IS LOCATED IN
 BH2661'MARSHLAND AT THE NORTHWEST END OF NINEMILE BAYOU AND BLIND BAY.
 BH2661'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET
 BH2661'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 1.6
 BH2661'FEET.  IT IS 4.9 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 BH2661'
 BH2661'NOTE--THE STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 BH2661
 BH2661                          STATION RECOVERY (1969)
 BH2661
 BH2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2661'THIS STATION WAS SEARCHED BY HELICOPTER AND FOUND ALL MARKS
 BH2661'UNDER WATER.  THERE WAS NO WITNESS POST FOUND.
 BH2661
 BH2661                          STATION RECOVERY (1970)
 BH2661
 BH2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BH2661'STATION WAS VISITED 4-6-70.  REFERENCE MARK 2 AND THE AZIMUTH
 BH2661'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 BH2661'MARK AND REFERENCE MARK 1 WERE SEARCHED FOR BUT NOT
 BH2661'FOUND.  DISTANCES AND DIRECTIONS TO THESE MARKS SHOWED THEM TO BE
 BH2661'OFFSHORE AND IN ABOUT 3 FEET OF WATER AND THEY SHOULD BE
 BH2661'CONSIDERED LOST.  A SECOND ORDER POSITION WAS DETERMINED FOR THE
 BH2661'AZIMUTH MARK IN 1966 BY TELLUROMETER TRAVERSE.  THIS AZIMUTH
 BH2661'MARK WAS USED AS THE STATION AT THIS TIME AND REFERENCE MARKS
 BH2661'3 AND 4 AND AN ADDITIONAL AZIMUTH MARK WERE ESTABLISHED FOR
 BH2661'THIS MARK AT THIS TIME.  THE DISTANCE TO BLIND 1934 RM 2 AND
 BH2661'TO THE NEW AZIMUTH MARK WERE MEASURED BY TELLUROMETER.
 BH2661
 BH2661                          STATION RECOVERY (1971)
 BH2661
 BH2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2661'STATION WAS SEARCHED FOR BUT NOT FOUND.  R.M. 2 WAS FOUND ABOUT
 BH2661'10 FEET WEST OF THE WATER LINE.  ACCORDING TO THE ORIGINAL
 BH2661'DESCRIPTION STATION SHOULD BE SUBMERGED IN ABOUT 3 FEET OF
 BH2661'WATER.  STATION SHOULD BE ASSUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2660 ***********************************************************************
 BH2660  DESIGNATION -  BLIND AZ MK
 BH2660  PID         -  BH2660
 BH2660  STATE/COUNTY-  LA/ST BERNARD
 BH2660  USGS QUAD   -  MALHEUREUX POINT (1994)
 BH2660
 BH2660                         *CURRENT SURVEY CONTROL
 BH2660  ___________________________________________________________________
 BH2660* NAD 83(1992)-  30 02 08.02733(N)    089 25 25.08913(W)     ADJUSTED  
 BH2660* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 BH2660  ___________________________________________________________________
 BH2660  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BH2660  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BH2660
 BH2660  HORZ ORDER  -  SECOND
 BH2660
 BH2660.The horizontal coordinates were established by classical geodetic methods
 BH2660.and adjusted by the National Geodetic Survey in May 1994..
 BH2660
 BH2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2660
 BH2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2660
 BH2660.The geoid height was determined by GEOID03.
 BH2660
 BH2660;                    North         East     Units Scale Factor Converg.
 BH2660;SPC LA S     -   171,743.101 1,184,171.701   MT  0.99992593   +0 57 17.5
 BH2660;SPC LA S     -   563,460.49  3,885,069.99   sFT  0.99992593   +0 57 17.5
 BH2660;SPC MS E     -    59,510.229   243,066.564   MT  0.99998998   -0 17 43.7
 BH2660;SPC MS E     -   195,243.14    797,460.89   sFT  0.99998998   -0 17 43.7
 BH2660;UTM  16      - 3,325,201.099   266,294.292   MT  1.00027391   -1 12 49.2
 BH2660
 BH2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2660!SPC LA S     -   1.00000393  x   0.99992593  =   0.99992986
 BH2660!SPC MS E     -   1.00000393  x   0.99998998  =   0.99999391
 BH2660!UTM  16      -   1.00000393  x   1.00027391  =   1.00027784
 BH2660
 BH2660:                Primary Azimuth Mark                     Grid Az
 BH2660:SPC LA S     -  BLIND RM 2                               007 40 40.5
 BH2660:SPC MS E     -  BLIND RM 2                               008 55 41.7
 BH2660:UTM  16      -  BLIND RM 2                               009 50 47.2
 BH2660
 BH2660|---------------------------------------------------------------------|
 BH2660| PID    Reference Object                     Distance      Geod. Az  |
 BH2660|                                                           dddmmss.s |
 BH2660| BH2665 BLIND RM 2                          APPROX. 1.2 KM 0083758.0 |
 BH2660| DD7587 BLIND AZ MK RM 3                     51.400 METERS 12733     |
 BH2660| DD7588 BLIND AZ MK RM 4                     22.305 METERS 19440     |
 BH2660| BH2666 BLIND AZ MK AZIMUTH                 APPROX. 0.5 KM 2462757.2 |
 BH2660|---------------------------------------------------------------------|
 BH2660
 BH2660                          SUPERSEDED SURVEY CONTROL
 BH2660
 BH2660  NAD 83(1992)-  30 02 08.03768(N)    089 25 25.08254(W) AD(       ) 2
 BH2660  NAD 83(1986)-  30 02 08.03942(N)    089 25 25.08400(W) AD(       ) 2
 BH2660  NAD 27      -  30 02 07.31766(N)    089 25 24.91437(W) AD(       ) 2
 BH2660  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 BH2660
 BH2660.Superseded values are not recommended for survey control.
 BH2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2660.See file dsdata.txt to determine how the superseded data were derived.
 BH2660
 BH2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6629425201(NAD 83)
 BH2660_MARKER: DZ = AZIMUTH MARK DISK
 BH2660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2660+WITH SETTING: INFORMATION.
 BH2660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2660
 BH2660  HISTORY     - Date     Condition        Report By
 BH2660  HISTORY     - 1966     MONUMENTED       CGS
 BH2660
 BH2660                          STATION DESCRIPTION
 BH2660
 BH2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2660'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF GRAND ISLAND, 4 MILES
 BH2660'SOUTHEAST OF MALHEREUX POINT, 3-1/2 MILES WEST OF THREE MILE BAY, IN
 BH2660'MARSHLAND AT THE NORTHWEST END OF NINEMILE BAYOU AND BLIND BAY.
 BH2660'
 BH2660'STATION IS A STANDARD AZIMUTH MARK DISK STAMPED BLIND 1966, CRIMPED
 BH2660'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG. IT IS
 BH2660'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 1.6 FEET. IT IS
 BH2660'4.9 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 BH2660'
 BH2660'A TELLUROMETER TRAVERSE WAS MADE TO TRIANGULATION STATION BLIND 1934
 BH2660'THE DISTANCE BEING 1,215.113 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2666 ***********************************************************************
 BH2666  DESIGNATION -  BLIND AZ MK AZIMUTH
 BH2666  PID         -  BH2666
 BH2666  STATE/COUNTY-  LA/ST BERNARD
 BH2666  USGS QUAD   -  MALHEUREUX POINT (1994)
 BH2666
 BH2666                         *CURRENT SURVEY CONTROL
 BH2666  ___________________________________________________________________
 BH2666* NAD 83(1992)-  30 02 01.33021(N)    089 25 42.76118(W)     ADJUSTED  
 BH2666* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 BH2666  ___________________________________________________________________
 BH2666  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BH2666  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BH2666
 BH2666  HORZ ORDER  -  THIRD
 BH2666
 BH2666.The horizontal coordinates were established by classical geodetic methods
 BH2666.and adjusted by the National Geodetic Survey in May 1994..
 BH2666.No horizontal observational check was made to the station.
 BH2666
 BH2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2666
 BH2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2666
 BH2666.The geoid height was determined by GEOID03.
 BH2666
 BH2666;                    North         East     Units Scale Factor Converg.
 BH2666;SPC LA S     -   171,529.044 1,183,701.756   MT  0.99992591   +0 57 08.7
 BH2666;SPC LA S     -   562,758.21  3,883,528.18   sFT  0.99992591   +0 57 08.7
 BH2666;SPC MS E     -    59,306.465   242,592.029   MT  0.99999065   -0 17 52.5
 BH2666;SPC MS E     -   194,574.63    795,904.02   sFT  0.99999065   -0 17 52.5
 BH2666;UTM  16      - 3,325,004.909   265,816.418   MT  1.00027667   -1 12 57.8
 BH2666
 BH2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2666!SPC LA S     -   1.00000391  x   0.99992591  =   0.99992982
 BH2666!SPC MS E     -   1.00000391  x   0.99999065  =   0.99999456
 BH2666!UTM  16      -   1.00000391  x   1.00027667  =   1.00028058
 BH2666
 BH2666                          SUPERSEDED SURVEY CONTROL
 BH2666
 BH2666  NAD 83(1992)-  30 02 01.34048(N)    089 25 42.75455(W) AD(       ) 3
 BH2666  NAD 83(1986)-  30 02 01.34230(N)    089 25 42.75606(W) AD(       ) 3
 BH2666  NAD 27      -  30 02 00.62028(N)    089 25 42.58591(W) AD(       ) 3
 BH2666  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 BH2666
 BH2666.Superseded values are not recommended for survey control.
 BH2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2666.See file dsdata.txt to determine how the superseded data were derived.
 BH2666
 BH2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6581625005(NAD 83)
 BH2666
 BH2666  HISTORY     - Date     Condition        Report By
 BH2666  HISTORY     - 1970     MONUMENTED       NGS
 BH2666  HISTORY     - 1969     GOOD             CGS
 BH2666  HISTORY     - 1969     GOOD             CGS
 BH2666  HISTORY     - 1970     GOOD             NGS
 BH2666  HISTORY     - 1971     GOOD             NGS
 BH2666
 BH2666                          STATION DESCRIPTION
 BH2666
 BH2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WHS)
 BH2666'STATION MARK RECOVERED IN GOOD CONDITION.
 BH2666
 BH2666                          STATION RECOVERY (1969)
 BH2666
 BH2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2666'STATION RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION AFTER
 BH2666'HURRICANE CAMILLE.  THERE IS A 4-FOOT STAND OVER THE MARK.  WITNESS
 BH2666'POST REMAINS NEARBY IN GOOD CONDITION.
 BH2666
 BH2666                          STATION RECOVERY (1970)
 BH2666
 BH2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BH2666'STATION WAS VISITED 4-6-70, AND THE MARK WAS RECOVERED AND FOUND
 BH2666'IN GOOD CONDITION.  THIS MARK WAS ESTABLISHED AND A SECOND ORDER
 BH2666'POSITION DETERMINED FOR IN 1966 BY TELLUROMETER TRAVERSE FROM
 BH2666'STATION BLIND 1934.  STATION BLIND 1934 AND REFERENCE MARK NO. 1
 BH2666'WERE SEARCHED FOR BUT NOT FOUND AND ARE BELIEVED LOST DUE TO
 BH2666'EROSION.  REFERENCE MARKS 3 AND 4, AND AN AZIMUTH MARK TO THIS
 BH2666'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE DISTANCE TO
 BH2666'THE NEW AZIMUTH MARK AND TO BLIND 1934 RM 2 WERE MEASURED WITH A
 BH2666'TELLUROMETER.  A COMPLETE DESCRIPTION FOLLOWS--
 BH2666'
 BH2666'STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF SHELL BEACH, 6 MILES
 BH2666'SOUTH OF GRAND ISLAND, 4 MILES SOUTHEAST OF MALHEREUX POINT, 3-1/2
 BH2666'MILES WEST OF THREE MILE BAY, AT THE NORTHWEST END OF NINEMILE
 BH2666'BAYOU AND AT THE SOUTHEAST SIDE OF BLIND BAY.  IT IS 125 PACES
 BH2666'SOUTH OF THE NORTH END OF THE FIRST POINT OF LAND TO THE SOUTH
 BH2666'OF THE SMALL ISLAND THAT BLIND 1934 WAS LOCATED ON, 210 FEET
 BH2666'EAST OF THE WEST SHORELINE AND 4.9 FEET EAST-NORTHEAST OF A
 BH2666'METAL WITNESS POST.  IT IS A C AND GS AZIMUTH MARK DISK,
 BH2666'STAMPED BLIND 1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 BH2666'WELD GROUND ROD 32 FEET LONG AND ENCASED IN A 4 INCH ORANGEBURG
 BH2666'PIPE WHICH PROJECTS 18 INCHES.
 BH2666'
 BH2666'REFERENCE MARK NO. 3 IS 70.21 FEET EAST-SOUTHEAST OF THE
 BH2666'STATION.  IT IS 130 PACES SOUTH OF THE NORTH POINT OF LAND AND
 BH2666'72 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST.  IT IS A C AND GS
 BH2666'REFERENCE MARK DISK, STAMPED BLIND AZ 1966 NO 3 1970, CRIMPED TO
 BH2666'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND
 BH2666'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 18 INCHES.
 BH2666'
 BH2666'REFERENCE MARK NO 4 IS 73.18 FEET SOUTH OF THE STATION.  IT IS
 BH2666'215 FEET EAST OF THE WEST SHORELINE AND 68 FEET SOUTH OF THE METAL
 BH2666'WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BH2666'BLIND AZ 1966 NO 4 1970, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 BH2666'WELD GROUND ROD 24 FEET LONG AND ENCASED IN A 4 INCH ORANGEBURG
 BH2666'PIPE WHICH PROJECTS 18 INCHES.
 BH2666'
 BH2666'THE AZIMUTH MARK IS 516.435 METERS SOUTHWEST OF THE STATION.  IT
 BH2666'IS 100 FEET EAST OF THE SHORELINE TO THE WEST, 100 FEET NORTH OF
 BH2666'THE NORTHWEST EDGE OF A SMALL LAKE AND 1/2 FOOT NORTHEAST OF A
 BH2666'METAL WITNESS POST.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED
 BH2666'BLIND AZ 1966 1970, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD
 BH2666'GROUND ROD 24 FEET LONG AND ENCASED IN A 4 INCH ORANGEBURG PIPE
 BH2666'WHICH PROJECTS 16 INCHES.
 BH2666'
 BH2666'NOTE--THIS STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 BH2666'
 BH2666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2666'19 MILES NE OF SHELL BEACH.
 BH2666
 BH2666                          STATION RECOVERY (1971)
 BH2666
 BH2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2666'STATION WAS RECOVERED IN GOOD CONDITION.  THE DISTANCE FROM THE
 BH2666'STATION TO THE WATER LINE TO THE WEST IS APPROX. 170 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0699 ***********************************************************************
 AV0699  DESIGNATION -  BLOCK 46 A
 AV0699  PID         -  AV0699
 AV0699  STATE/COUNTY-  LA/VERMILION
 AV0699  USGS QUAD   -  
 AV0699
 AV0699                         *CURRENT SURVEY CONTROL
 AV0699  ___________________________________________________________________
 AV0699* NAD 83(1992)-  29 24 11.72718(N)    092 22 22.88364(W)     ADJUSTED  
 AV0699* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0699  ___________________________________________________________________
 AV0699  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0699  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AV0699
 AV0699  HORZ ORDER  -  SECOND
 AV0699
 AV0699.The horizontal coordinates were established by classical geodetic methods
 AV0699.and adjusted by the National Geodetic Survey in January 1993..
 AV0699
 AV0699.The orthometric height was scaled from a topographic map.
 AV0699
 AV0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0699
 AV0699.The geoid height was determined by GEOID03.
 AV0699
 AV0699;                    North         East     Units Scale Factor Converg.
 AV0699;SPC LA S     -   100,580.542   899,092.885   MT  0.99997975   -0 31 11.5
 AV0699;SPC LA S     -   329,987.99  2,949,773.91   sFT  0.99997975   -0 31 11.5
 AV0699;UTM  15      - 3,252,827.847   560,829.596   MT  0.99964566   +0 18 28.2
 AV0699
 AV0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0699!SPC LA S     -   1.00000395  x   0.99997975  =   0.99998370
 AV0699!UTM  15      -   1.00000395  x   0.99964566  =   0.99964961
 AV0699
 AV0699                          SUPERSEDED SURVEY CONTROL
 AV0699
 AV0699  NAD 83(1986)-  29 24 11.74949(N)    092 22 22.86720(W) AD(       ) 2
 AV0699
 AV0699.Superseded values are not recommended for survey control.
 AV0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0699.See file dsdata.txt to determine how the superseded data were derived.
 AV0699
 AV0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6083052828(NAD 83)
 AV0699_MARKER: H = DRILL HOLE
 AV0699_SETTING: 0 = UNSPECIFIED SETTING
 AV0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0699
 AV0699  HISTORY     - Date     Condition        Report By
 AV0699  HISTORY     - 1963     MONUMENTED       CGS
 AV0699
 AV0699                          STATION DESCRIPTION
 AV0699
 AV0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0699'STATION IS LOCATED IN THE GULF OF MEXICO ON AN OIL WELL PLATFORM
 AV0699'OWNED BY THE MOBIL OIL COMPANY, WHICH IS IN BLOCK 46 OF THE MAIN
 AV0699'PASS AREA.  ABOUT 22 MILES EAST OF THE VILLAGE OF EMPIRE, ABOUT 11
 AV0699'MILES NORTH-NORTHEAST OF VENICE AND ABOUT 6 MILES SOUTH OF THE
 AV0699'SOUTH END OF BRETON ISLAND.  THE PLATFORM MEASURES 51 X 250 FEET
 AV0699'AND THE MAIN DECK WHICH IS CONSTRUCTED OF STEEL MESH GRATING IS
 AV0699'ABOUT 33 FEET ABOVE THE WATER.
 AV0699'
 AV0699'STATION MARK IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3 OTHER 1/4
 AV0699'INCH DRILL HOLES WHICH FORM A TRIANGLE, IN THE TOP OF A 16-INCH SKID
 AV0699'BEAM AND IS STAMPED MOBIL 46 A 1963.  IT IS 40.5 FEET SOUTHWEST OF
 AV0699'THE NORTHEAST SIDE OF PLATFORM, 33.4 FEET NORTHWEST OF THE SOUTHEAST
 AV0699'END OF THE SKID BEAM AND 10.9 FEET NORTHEAST OF THE SOUTHWEST
 AV0699'SIDE OF THE PLATFORM.
 AV0699'
 AV0699'REFERENCE MARK NO. 1 IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3 OTHER
 AV0699'1/4 INCH DRILL HOLES WITH A CHISELED ARROW POINTING TOWARD THE
 AV0699'STATION, IN THE TOP OF A 16-INCH SKID BEAM AND IS STAMPED R M
 AV0699'1.  IT IS 40.8 FEET SOUTHWEST OF THE NORTHEAST SIDE OF PLATFORM,
 AV0699'30.12 FEET NORTHWEST OF THE SOUTHEAST END OF THE SKID BEAM AND
 AV0699'10.6 FEET NORTHEAST OF THE SOUTHWEST SIDE OF THE PLATFORM.
 AV0699'
 AV0699'REFERENCE MARK NO. 2 IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3
 AV0699'OTHER 1/4 INCH DRILL HOLES WITH A CHISELED ARROW POINTING TOWARD THE
 AV0699'STATION, IN THE TOP OF THE SAME 16-INCH SKID BEAM AS THE STATION
 AV0699'MARK AND IS STAMPED R M 2.  IT IS 10.3 FEET NORTHEAST OF THE
 AV0699'SOUTHWEST SIDE OF PLATFORM AND 3.15 FEET SOUTHEAST OF THE
 AV0699'NORTHWEST END OF THE SKID BEAM.
 AV0699'
 AV0699'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2715 ***********************************************************************
 AU2715  DESIGNATION -  BLOUNT
 AU2715  PID         -  AU2715
 AU2715  STATE/COUNTY-  LA/ORLEANS
 AU2715  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2715
 AU2715                         *CURRENT SURVEY CONTROL
 AU2715  ___________________________________________________________________
 AU2715* NAD 83(1992)-  29 59 16.91707(N)    090 04 04.03998(W)     ADJUSTED  
 AU2715* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2715  **This station is located in a subsidence area (see below).
 AU2715  ___________________________________________________________________
 AU2715  X           -      -6,541.453 (meters)                     COMP
 AU2715  Y           -  -5,528,892.957 (meters)                     COMP
 AU2715  Z           -   3,169,211.501 (meters)                     COMP
 AU2715  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU2715  ELLIP HEIGHT-         -26.56  (meters)          (01/21/03) GPS OBS
 AU2715  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU2715  DYNAMIC HT  -          -0.3   (meters)      -1.    (feet)  COMP
 AU2715  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 AU2715
 AU2715  HORZ ORDER  -  FIRST
 AU2715  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2715  ELLP ORDER  -  FOURTH    CLASS II
 AU2715
 AU2715.The horizontal coordinates were established by GPS observations
 AU2715.and adjusted by the National Geodetic Survey in January 1993..
 AU2715
 AU2715 ** The orthometric height has not been validated since last determined
 AU2715 ** by differential leveling and should not be used for control purposes.
 AU2715 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2715 ** area with valid NAVD 88 orthometric heights.
 AU2715 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2715 ** epoch indicated which incorporates improved geoid heights for the
 AU2715 ** Southern Louisiana Subsidence area.
 AU2715 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2715.The orthometric height was scaled from a topographic map.
 AU2715.The vertical order pertains to the first NAVD 88 superseded value.
 AU2715
 AU2715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2715
 AU2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2715
 AU2715.The ellipsoidal height was determined by GPS observations
 AU2715.and is referenced to NAD 83.
 AU2715
 AU2715.The geoid height was determined by GEOID03.
 AU2715
 AU2715.The dynamic height is computed by dividing the NAVD 88
 AU2715.geopotential number by the normal gravity value computed on the
 AU2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2715.degrees latitude (g = 980.6199 gals.).
 AU2715
 AU2715.The modeled gravity was interpolated from observed gravity values.
 AU2715
 AU2715;                    North         East     Units Scale Factor Converg.
 AU2715;SPC LA S     -   165,614.205 1,122,110.777   MT  0.99992577   +0 37 58.0
 AU2715;SPC LA S     -   543,352.60  3,681,458.44   sFT  0.99992577   +0 37 58.0
 AU2715;UTM  15      - 3,321,079.437   782,901.138   MT  1.00058755   +1 27 59.6
 AU2715;UTM  16      - 3,321,422.241   204,012.094   MT  1.00068105   -1 32 04.0
 AU2715
 AU2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2715!SPC LA S     -   1.00000417  x   0.99992577  =   0.99992994
 AU2715!UTM  15      -   1.00000417  x   1.00058755  =   1.00059172
 AU2715!UTM  16      -   1.00000417  x   1.00068105  =   1.00068522
 AU2715
 AU2715|---------------------------------------------------------------------|
 AU2715| PID    Reference Object                     Distance      Geod. Az  |
 AU2715|                                                           dddmmss.s |
 AU2715| DD6373 BLOUNT RM 1                           9.753 METERS 00927     |
 AU2715| DD6374 BLOUNT RM 2                           7.636 METERS 12049     |
 AU2715| AU2712 NEW ORLEANS TV STA WGNO TOWER       APPROX. 4.4 KM 1743443.5 |
 AU2715| AU2716 BLOUNT LDH 1972 A POINT              11.035 METERS 31101     |
 AU2715|---------------------------------------------------------------------|
 AU2715
 AU2715                          SUPERSEDED SURVEY CONTROL
 AU2715
 AU2715  ELLIP H (01/21/93)  -26.54   (m)                       GP(       ) 4 2
 AU2715  NAD 83(1986)-  29 59 16.93360(N)    090 04 04.03759(W) AD(       ) 1
 AU2715  NAD 83(1986)-  29 59 16.93200(N)    090 04 04.03840(W) AD(       ) 2
 AU2715  NAD 27      -  29 59 16.20246(N)    090 04 03.78046(W) AD(       ) 2
 AU2715  NAVD 88 (02/14/94)   -0.285  (m)           -0.94   (f) UNKNOWN     1 2
 AU2715  NGVD 29 (05/21/91)   -0.225  (m)           -0.74   (f) ADJUSTED    1 2
 AU2715
 AU2715.Superseded values are not recommended for survey control.
 AU2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2715.See file dsdata.txt to determine how the superseded data were derived.
 AU2715
 AU2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8290121079(NAD 83)
 AU2715_MARKER: DS = TRIANGULATION STATION DISK
 AU2715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AU2715_SP_SET: APRON
 AU2715_STAMPING: BLOUNT 1972
 AU2715_MARK LOGO: LADHGS
 AU2715_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2715+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1994
 AU2715
 AU2715  HISTORY     - Date     Condition        Report By
 AU2715  HISTORY     - 1972     MONUMENTED       LADH
 AU2715  HISTORY     - 1972     GOOD             LADH
 AU2715  HISTORY     - 19880920 GOOD             LADTD
 AU2715  HISTORY     - 19890125 GOOD
 AU2715  HISTORY     - 19910110 GOOD             NGS
 AU2715  HISTORY     - 19941104 GOOD             NGS
 AU2715
 AU2715                          STATION DESCRIPTION
 AU2715
 AU2715'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2715'THE STATION IS LOCATED 3 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, 5
 AU2715'MILES NORTH OF GRETNA AND 8 MILES EAST OF KENNER, IN THE SOUTHEAST
 AU2715'QUARTER OF SECTION 24, T12S, R11E, AND ON THE PROPERTY OWNED BY
 AU2715'ORLEANS PARISH WATER BOARD.
 AU2715'
 AU2715'TO REACH THE STATION FROM THE INTERSECTION OF NORTH BROAD STREET AND
 AU2715'TULANE AVENUE IN DOWNTOWN NEW ORLEANS, GO NORTHEAST ALONG NORTH
 AU2715'BROAD STREET FOR 2.3 MILES TO PUMPING STATION NO. 3 ON THE LEFT AND
 AU2715'NORTHWEST OF THE STREET.  THE STATION IS SET TO THE SOUTH OF
 AU2715'THE PUMPING STATION NEAR A CLEAN-OUT RAMP ON A CANAL.
 AU2715'
 AU2715'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2715'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN A
 AU2715'CONCRETE SLAB CLEAN-OUT RAMP ON A CANAL, FLUSH WITH THE SLAB.  IT
 AU2715'IS STAMPED BLOUNT 1972.  IT IS 74 FEET NORTH OF A POWER POLE, 58
 AU2715'FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE ON NORTH BROAD
 AU2715'STREET, 43 FEET WEST OF A METAL DRAIN, 42 FEET NORTHWEST OF A
 AU2715'SIGNAL LIGHT STANDARD, 39 FEET EAST OF THE NORTHEAST CORNER OF
 AU2715'A METAL BUILDING, 2 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND
 AU2715'1 FOOT EAST OF THE WEST END OF A CONVEYOR FOR CLEAN-OUT ON CANAL.
 AU2715'
 AU2715'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2715'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 AU2715'SOUTHWEST CORNER OF A CONCRETE BASE FOR CONVEYOR, FLUSH WITH
 AU2715'CONCRETE, 4 FEET ABOVE GROUND.  IT IS STAMPED BLOUND R.M. 1 1972.  IT
 AU2715'IS 71 FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 AU2715'NORTH BROAD STREET, 24 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AU2715'CORNER OF A METAL BUILDING, 21 FEET EAST-SOUTHEAST OF A CANAL
 AU2715'CLEAN-OUT PLATFORM, AND 14 FEET NORTHWEST OF AN ELECTRIC CONTROL
 AU2715'PANEL.
 AU2715'
 AU2715'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2715'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLD IN A
 AU2715'CONCRETE SLAB FOR A CLEAN-OUT FOR CANAL, FLUSH WITH THE CONCRETE
 AU2715'SLAB.  IT IS STAMPED BLOUNT R.M. 2 1972.  IT IS 80 FEET NORTH OF A
 AU2715'POWER POLE, 33 FEET NORTH-NORTHWEST OF A SIGNAL LIGHT STANDARD, 32
 AU2715'FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE ON NORTH BROAD
 AU2715'STREET, 18 FEET NORTH OF A METAL DRAIN, AND 1.5 FEET WEST OF THE EAST
 AU2715'END OF A CONVEYOR ON A CLEAN-OUT FOR A CANAL.
 AU2715'
 AU2715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2715
 AU2715                          STATION RECOVERY (1972)
 AU2715
 AU2715'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 AU2715'RECOVERED IN GOOD CONDITION.
 AU2715
 AU2715                          STATION RECOVERY (1988)
 AU2715
 AU2715'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU2715'THE STATION IS LOCATED 4.8 KM (3.00 MI) NORTHEAST OF DOWNTOWN NEW
 AU2715'ORLEANS, 8 KM (4.95 MI) NORTH OF GRETNA AND 12.8 KM (7.95 MI) EAST OF
 AU2715'KENNER, IN THE SOUTHEAST QUARTER OF SECTION 24, T 12 S, R 11 E.
 AU2715'OWNERSHIP--ORLEANS PARISH WATER BOARD.
 AU2715'TO REACH THE STATION FROM THE INTERSECTION OF NORTH BROAD STREET AND
 AU2715'TULANE AVENUE IN DOWNTOWN NEW ORLEANS, GO NORTHEAST ALONG NORTH BROAD
 AU2715'STREET FOR 3.7 KM (2.30 MI) TO PUMPING STATION NO. 3 ON THE LEFT AND
 AU2715'NORTHWEST OF THE STREET.  THE STATION IS SET TO THE SOUTH OF THE
 AU2715'PUMPING STATION NEAR A CLEAN-OUT RAMP ON A CANAL.
 AU2715'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U.
 AU2715'S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN A CONCRETE
 AU2715'SLAB FLUSH WITH THE SURFACE OF THE RAMP 22.6 M (74.1 FT) NORTH OF A
 AU2715'POWER POLE, 17.7 M (58.1 FT) WEST OF THE CENTER OF THE SOUTH BOUND
 AU2715'LANE OF NORTH BROAD STREET, 13.1 M (43.0 FT) WEST OF A METAL DRAIN,
 AU2715'12.8 M (42.0 FT) NORTHWEST OF A SIGNAL LIGHT STANDARD, 11.9 M
 AU2715'(39.0 FT) EAST OF THE NORTHEAST CORNER OF A METAL BUILDING, 0.6 M
 AU2715'(2.0 FT) NORTH OF A METAL WITNESS POST AND SIGN AND 0.3 M (1.0 FT)
 AU2715'EAST OF THE WEST END OF A CONVEYER FOR CLEAN-OUT ON THE CANAL.
 AU2715'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U
 AU2715'S COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE SOUTHWEST
 AU2715'CORNER OF A CONCRETE BASE FOR A CONVEYER, 1.2 M (3.9 FT) ABOVE THE
 AU2715'GROUND STAMPED---BLOUNT RM 1 1972---, 21.6 M (70.9 FT) WEST-SOUTHWEST
 AU2715'OF THE CENTER OF THE SOUTH BOUND LANE OF NORTH BROAD STREET, 7.3 M
 AU2715'(24.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING,
 AU2715'6.4 M (21.0 FT) EAST-SOUTHEAST OF A CANAL CLEAN-OUT PLATFORM AND 4.3 M
 AU2715'(14.1 FT) NORTHWEST OF AN ELECTRIC CONTROL PANEL.
 AU2715'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U
 AU2715'S COAST AND GEODETIC SURVEY DISK STAMPED---BLOUNT RM 2 1972---SET IN A
 AU2715'DRILL HOLE IN A CONCRETE SLAB FOR A CLEAN-OUT FOR THE CANAL 24.4 M
 AU2715'(80.1 FT) NORTH OF A POWER POLE, 10.1 M (33.1 FT) NORTH-NORTHWEST OF A
 AU2715'SIGNAL LIGHT STANDARD, 9.8 M (32.2 FT) WEST OF THE CENTER OF THE SOUTH
 AU2715'BOUND LANE OF NORTH BROAD STREET, 5.5 M (18.0 FT) NORTH OF A METAL
 AU2715'DRAIN AND 0.46 M (1.5 FT) WEST OF THE EAST END OF THE CONVEYER.
 AU2715
 AU2715                          STATION RECOVERY (1989)
 AU2715
 AU2715'RECOVERED 1989
 AU2715'RECOVERED IN GOOD CONDITION.
 AU2715
 AU2715                          STATION RECOVERY (1991)
 AU2715
 AU2715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AU2715'IN NEW ORLEANS, AT THE INTERSECTION OF NORTH BROAD STREET AND A.P.
 AU2715'TUREAUD AVENUE, IN A CONCRETE APRON AT THE SOUTHWEST CORNER OF A
 AU2715'CANAL CLEAN OUT RAMP AT PUMP STATION 3, 17.7 M (58.1 FT) NORTHWEST OF
 AU2715'THE CENTER OF THE SOUTHWEST BOUND LANES OF THE STREET, 12.8 M (42.0
 AU2715'FT) NORTH OF A TRAFFIC LIGHT, 3.3 M (10.8 FT) EAST OF A CHAIN-LINK
 AU2715'FENCE, 2.0 M (6.6 FT) NORTH OF A CHAIN-LINK FENCE, 0.6 M (2.0 FT)
 AU2715'ABOVE THE LEVEL OF THE STREET, AND ON THE EXTENDED CENTER OF THE
 AU2715'NORTHBOUND LANES OF THE AVENUE.
 AU2715
 AU2715                          STATION RECOVERY (1994)
 AU2715
 AU2715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2715'IN NEW ORLEANS, AT THE INTERSECTION OF NORTH BROAD STREET AND A P
 AU2715'TUREAUD AVENUE, IN A CONCRETE APRON AT THE SOUTHWEST CORNER OF A CANAL
 AU2715'CLEAN OUT RAMP AT PUMP STATION NUMBER 3, 17.7 M (58.1 FT) NORTHWEST OF
 AU2715'THE CENTER OF THE SOUTHWEST BOUND LANES OF THE STREET, 12.8 M (42.0
 AU2715'FT) NORTH OF A TRAFFIC LIGHT, 3.3 M (10.8 FT) SOUTHEAST OF A
 AU2715'CHAIN-LINK FENCE, 2.0 M (6.6 FT) NORTHEAST OF A CHAIN-LINK FENCE, 0.6
 AU2715'M (2.0 FT) ABOVE THE LEVEL OF THE STREET, AND ON THE EXTENDED CENTER
 AU2715'OF THE NORTHBOUND LANES OF THE AVENUE.  NOTE--THE MARK IS ON PROPERTY
 AU2715'OWNED BY THE CITY OF NEW ORLEANS.  TO GAIN ACCESS TO THE MARK
 AU2715'CONTACT--RAY FABRE, 2800 PEOPLES AVENUE, NEW ORLEANS, LA 70119,
 AU2715'TELEPHONE NUMBER (504) 585 2420.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2644 ***********************************************************************
 BK2644  DESIGNATION -  BLUE
 BK2644  PID         -  BK2644
 BK2644  STATE/COUNTY-  LA/EVANGELINE
 BK2644  USGS QUAD   -  VILLE PLATTE (1983)
 BK2644
 BK2644                         *CURRENT SURVEY CONTROL
 BK2644  ___________________________________________________________________
 BK2644* NAD 83(1992)-  30 38 37.47081(N)    092 17 03.55415(W)     ADJUSTED  
 BK2644* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 BK2644  ___________________________________________________________________
 BK2644  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2644  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2644
 BK2644  HORZ ORDER  -  FIRST
 BK2644
 BK2644.The horizontal coordinates were established by classical geodetic methods
 BK2644.and adjusted by the National Geodetic Survey in January 1993..
 BK2644
 BK2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2644
 BK2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2644
 BK2644.The geoid height was determined by GEOID03.
 BK2644
 BK2644;                    North         East     Units Scale Factor Converg.
 BK2644;SPC LA S     -   238,004.737   908,842.863   MT  0.99998852   -0 28 31.8
 BK2644;SPC LA S     -   780,853.87  2,981,761.96   sFT  0.99998852   -0 28 31.8
 BK2644;UTM  15      - 3,390,338.983   568,576.636   MT  0.99965801   +0 21 53.3
 BK2644
 BK2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2644!SPC LA S     -   1.00000133  x   0.99998852  =   0.99998985
 BK2644!UTM  15      -   1.00000133  x   0.99965801  =   0.99965934
 BK2644
 BK2644:                Primary Azimuth Mark                     Grid Az
 BK2644:SPC LA S     -  VILLE PLATTE WATER TANK                  011 14 00.5
 BK2644:UTM  15      -  VILLE PLATTE WATER TANK                  010 23 35.4
 BK2644
 BK2644|---------------------------------------------------------------------|
 BK2644| PID    Reference Object                     Distance      Geod. Az  |
 BK2644|                                                           dddmmss.s |
 BK2644| BK2643 VILLE PLATTE WATER TANK             APPROX. 4.8 KM 0104528.7 |
 BK2644| CV9663 BLUE AZ MK                                         0333056.7 |
 BK2644| CV9664 BLUE RM 1                            28.022 METERS 03747     |
 BK2644| CV9665 BLUE RM 2                            25.068 METERS 13439     |
 BK2644| BK2645 BLUE RM A 1966                       31.813 METERS 22216     |
 BK2644| BK2647 VILLE PLATTE RAD STA KVPI MAST      APPROX. 6.2 KM 3340010.9 |
 BK2644|---------------------------------------------------------------------|
 BK2644
 BK2644                          SUPERSEDED SURVEY CONTROL
 BK2644
 BK2644  NAD 83(1986)-  30 38 37.49083(N)    092 17 03.54803(W) AD(       ) 1
 BK2644  NAD 27      -  30 38 36.78009(N)    092 17 03.09453(W) AD(       ) 1
 BK2644  NGVD 29 (07/19/86)   18.8    (m)           62.     (f) VERT ANG       
 BK2644
 BK2644.Superseded values are not recommended for survey control.
 BK2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2644.See file dsdata.txt to determine how the superseded data were derived.
 BK2644
 BK2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6857790339(NAD 83)
 BK2644_MARKER: DS = TRIANGULATION STATION DISK
 BK2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2644
 BK2644  HISTORY     - Date     Condition        Report By
 BK2644  HISTORY     - 1966     MONUMENTED       CGS
 BK2644  HISTORY     - 1969     GOOD             CGS
 BK2644
 BK2644                          STATION DESCRIPTION
 BK2644
 BK2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BK2644'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTH-SOUTHWEST OF VILLE
 BK2644'PLATTE, 0.2 MILES WEST OF STATE HIGHWAY 29, INSIDE A BARN LOT,
 BK2644'IN THE SOUTH 1/2 OF SECTION 7.  T 4 S.  R 1 E AND ON LAND WHICH
 BK2644'IS OWNED BY A MR. CLARENCE SOILEAU OF VILLE PLATTE, LOUISIANA,
 BK2644'PHONE NUMBER 363-2915.
 BK2644'
 BK2644'STATION IS REACHED FROM THE POST OFFICE IN VILLE PLATTE.  GO
 BK2644'EAST ON MAIN STREET FOR 0.3 MILES TO THE JUNCTION WITH STATE
 BK2644'HIGHWAY 29.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 29 FOR 2.8
 BK2644'MILES TO THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF
 BK2644'HIGHWAY.  CONTINUE STRAIGHT AHEAD, ON HIGHWAY 29 FOR 0.3 MILE
 BK2644'TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 BK2644'GRAVELED ROAD FOR 0.2 MILE TO A HOUSE, BARN, DRIVEWAY AND THE
 BK2644'STATION MARK ON THE LEFT, SOUTH SIDE OF THE ROAD.
 BK2644'
 BK2644'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 BK2644'MONUMENTS.
 BK2644'
 BK2644'STATION MARK DISK IS STAMPED BLUE 1965 AND THE MARK IS SET
 BK2644'ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS 70.4
 BK2644'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF AN OLD HOUSE,
 BK2644'57 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 32.8 FEET
 BK2644'EAST OF THE CENTER PART OF AN OLD BARN AND 30 FEET WEST OF THE
 BK2644'CENTER OF A DRIVEWAY.
 BK2644'
 BK2644'REFERENCE MARK NUMBER 1 DISK IS STAMPED BLUE NO 1 1965 AND THE
 BK2644'MARK PROJECTS ABOUT 6 INCHES.  MARK IS 37-1/2 FEET NORTH-NORTHEAST
 BK2644'OF THE JUNCTION OF THE GRAVELED ROAD AND THE
 BK2644'DRIVEWAY, 9.3 FEET WEST OF A TELEPHONE LINE POLE WHICH HAS A
 BK2644'GUY LINE ATTACHED AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 BK2644'
 BK2644'REFERENCE MARK NUMBER 2 DISK IS STAMPED BLUE NO 2 1965 AND THE
 BK2644'MARK PROJECTS ABOUT 2 INCHES.  MARK IS 45.8 FEET NORTHEAST OF
 BK2644'THE NORTHEAST CORNER OF THE OLD HOUSE AND 1.5 FEET WEST OF A
 BK2644'NORTH-SOUTH FENCE LINE.
 BK2644'
 BK2644'AZIMUTH MARK DISK IS STAMPED BLUE 1965 AND THE MARK PROJECTS
 BK2644'ABOUT 4 INCHES.  MARK IS 50 FEET WEST OF THE CENTER OF STATE
 BK2644'HIGHWAY 29, 1.8 FEET SOUTHEAST OF A METAL WITNESS POST AND 1.3
 BK2644'FEET EAST OF A NORTH-SOUTH FENCE LINE.
 BK2644'
 BK2644'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BK2644
 BK2644                          STATION RECOVERY (1969)
 BK2644
 BK2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2644'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 BK2644'WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1966 BY E.G.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3013 ***********************************************************************
 AU3013  DESIGNATION -  BLUE
 AU3013  PID         -  AU3013
 AU3013  STATE/COUNTY-  LA/LAFOURCHE
 AU3013  USGS QUAD   -  BAY COURANT (1994)
 AU3013
 AU3013                         *CURRENT SURVEY CONTROL
 AU3013  ___________________________________________________________________
 AU3013* NAD 83(1992)-  29 16 52.41538(N)    090 16 11.46107(W)     ADJUSTED  
 AU3013* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3013  **This station is located in a subsidence area (see below).
 AU3013  ___________________________________________________________________
 AU3013  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AU3013  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AU3013
 AU3013  HORZ ORDER  -  THIRD
 AU3013
 AU3013.The horizontal coordinates were established by classical geodetic methods
 AU3013.and adjusted by the National Geodetic Survey in January 1993..
 AU3013
 AU3013 ** The orthometric height has not been validated since last determined
 AU3013 ** by differential leveling and should not be used for control purposes.
 AU3013 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3013 ** area with valid NAVD 88 orthometric heights.
 AU3013 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3013 ** epoch indicated which incorporates improved geoid heights for the
 AU3013 ** Southern Louisiana Subsidence area.
 AU3013 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3013.The orthometric height was scaled from a topographic map.
 AU3013
 AU3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3013
 AU3013.The geoid height was determined by GEOID03.
 AU3013
 AU3013;                    North         East     Units Scale Factor Converg.
 AU3013;SPC LA S     -    87,076.334 1,103,341.823   MT  1.00000403   +0 31 54.3
 AU3013;SPC LA S     -   285,682.94  3,619,880.63   sFT  1.00000403   +0 31 54.3
 AU3013;UTM  15      - 3,242,236.095   765,246.152   MT  1.00046824   +1 20 09.9
 AU3013
 AU3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3013!SPC LA S     -   1.00000381  x   1.00000403  =   1.00000784
 AU3013!UTM  15      -   1.00000381  x   1.00046824  =   1.00047206
 AU3013
 AU3013|---------------------------------------------------------------------|
 AU3013| PID    Reference Object                     Distance      Geod. Az  |
 AU3013|                                                           dddmmss.s |
 AU3013| DD6376 BLUE RM 2                            21.029 METERS 06051     |
 AU3013| AU2967 CANAL                               APPROX. 4.6 KM 1531341.4 |
 AU3013| DD6375 BLUE RM 1                            15.360 METERS 35056     |
 AU3013|---------------------------------------------------------------------|
 AU3013
 AU3013                          SUPERSEDED SURVEY CONTROL
 AU3013
 AU3013  NAD 83(1986)-  29 16 52.43110(N)    090 16 11.47090(W) AD(       ) 3
 AU3013  NAD 27      -  29 16 51.61600(N)    090 16 11.18500(W) AD(       ) 3
 AU3013
 AU3013.Superseded values are not recommended for survey control.
 AU3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3013.See file dsdata.txt to determine how the superseded data were derived.
 AU3013
 AU3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6524642236(NAD 83)
 AU3013_MARKER: DS = TRIANGULATION STATION DISK
 AU3013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3013_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3013
 AU3013  HISTORY     - Date     Condition        Report By
 AU3013  HISTORY     - 1934     MONUMENTED       CGS
 AU3013  HISTORY     - 1952     GOOD             CGS
 AU3013
 AU3013                          STATION DESCRIPTION
 AU3013
 AU3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3013'STATION IS ABOUT 4 MILES NW OF LEESVILLE ON THE E SIDE OF
 AU3013'BAYOU BLUE AND JUST N OF THE ENTRANCE TO BAYOU PIERRE ALEU.
 AU3013'
 AU3013'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3013'SET IN CONCRETE IN THE TOP OF TILES.
 AU3013'
 AU3013'REFERENCE MARK NO. 1 IS 15.360 METERS (50.39 FEET) FROM THE
 AU3013'STATION N 09 DEG 04 MIN W.
 AU3013'
 AU3013'REFERENCE MARK NO. 2 IS 21.029 METERS (68.99 FEET) FROM THE
 AU3013'STATION N 60 DEG 51 MIN E.
 AU3013
 AU3013                          STATION RECOVERY (1952)
 AU3013
 AU3013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3013'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3013'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3013'
 AU3013'STATION IS LOCATED ABOUT 2.8 MI. ABOVE THE MOUTH OF BAYOU
 AU3013'BLUE, AT THE CONFLUENCE OF BAYOU BLUE AND BAYOU PIERRE ET
 AU3013'LEE, ON THE NW POINT OF THE INTERSECTION, AND 2 FT. S OF A
 AU3013'4- BY 4-IN. WOODEN WITNESS POST.  THE APPARENT SHORELINE
 AU3013'IS 68 FT. S 12 DEG W (MAGNETIC).  IT IS A STANDARD
 AU3013'DISK, STAMPED BLUE 1934 AND SET IN CONCRETE IN THE TOP OF
 AU3013'AN 8-IN. TILE PROJECTING 1 IN. ABOVE THE GROUND.
 AU3013'
 AU3013'REFERENCE MARK 1 IS 15.360 M. (50.39 FT.) FROM THE STATION IN
 AU3013'N 09 DEG 04 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU3013'IT IS A STANDARD DISK, STAMPED BLUE 1 1934 AND SET IN CONCRETE
 AU3013'IN THE TOP OF AN 8-IN. TILE PROJECTING 1 IN. ABOVE THE GROUND.
 AU3013'
 AU3013'REFERENCE MARK 2 IS 21.029 M. (68.99 FT.) FROM THE STATION
 AU3013'N 60 DEG 51 MIN E (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU3013'IT IS A STANDARD DISK, STAMPED BLUE 2 1934 AND SET IN CONCRETE
 AU3013'IN THE TOP OF AN 8-IN. TILE PROJECTING 2 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0956 ***********************************************************************
 AV0956  DESIGNATION -  BLUE 1933
 AV0956  PID         -  AV0956
 AV0956  STATE/COUNTY-  LA/CAMERON
 AV0956  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0956
 AV0956                         *CURRENT SURVEY CONTROL
 AV0956  ___________________________________________________________________
 AV0956* NAD 83(1992)-  29 47 42.09827(N)    093 54 18.35822(W)     ADJUSTED  
 AV0956* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0956  ___________________________________________________________________
 AV0956  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0956  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AV0956
 AV0956  HORZ ORDER  -  THIRD
 AV0956
 AV0956.The horizontal coordinates were established by classical geodetic methods
 AV0956.and adjusted by the National Geodetic Survey in February 1996..
 AV0956
 AV0956.The orthometric height was scaled from a topographic map.
 AV0956
 AV0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0956
 AV0956.The geoid height was determined by GEOID03.
 AV0956
 AV0956;                    North         East     Units Scale Factor Converg.
 AV0956;SPC LA S     -   146,336.640   751,389.237   MT  0.99993216   -1 17 09.3
 AV0956;SPC LA S     -   480,106.13  2,465,182.86   sFT  0.99993216   -1 17 09.3
 AV0956;SPC TXSC     - 4,228,136.641 1,092,387.772   MT  0.99989538   +2 29 45.8
 AV0956;SPC TXSC     -13,871,811.63  3,583,942.22   sFT  0.99989538   +2 29 45.8
 AV0956;UTM  15      - 3,296,416.407   412,524.555   MT  0.99969441   -0 26 59.2
 AV0956
 AV0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0956!SPC LA S     -   1.00000410  x   0.99993216  =   0.99993626
 AV0956!SPC TXSC     -   1.00000410  x   0.99989538  =   0.99989948
 AV0956!UTM  15      -   1.00000410  x   0.99969441  =   0.99969851
 AV0956
 AV0956                          SUPERSEDED SURVEY CONTROL
 AV0956
 AV0956  NAD 83(1992)-  29 47 42.09813(N)    093 54 18.35818(W) AD(       ) 3
 AV0956  NAD 83(1986)-  29 47 42.12095(N)    093 54 18.34323(W) AD(       ) 3
 AV0956  NAD 27      -  29 47 41.33900(N)    093 54 17.73700(W) AD(       ) 3
 AV0956
 AV0956.Superseded values are not recommended for survey control.
 AV0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0956.See file dsdata.txt to determine how the superseded data were derived.
 AV0956
 AV0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1252596416(NAD 83)
 AV0956_MARKER: DS = TRIANGULATION STATION DISK
 AV0956_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0956_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0956
 AV0956  HISTORY     - Date     Condition        Report By
 AV0956  HISTORY     - 1933     MONUMENTED       CGS
 AV0956  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AV0956  HISTORY     - 1957     MARK NOT FOUND   USGS
 AV0956  HISTORY     - 1960     MARK NOT FOUND   CGS
 AV0956
 AV0956                          STATION DESCRIPTION
 AV0956
 AV0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0956'STATION IS LOCATED ON THE SE SHORE OF SABINE LAKE ABOUT
 AV0956'2 MILES N OF SABINE PASS ON A POINT KNOWN LOCALLY AS BLUE
 AV0956'BUCK POINT.  LOCATED 48 METERS FROM THE POINT AND 35 METERS
 AV0956'S OF THE LAKE SHORE.
 AV0956'
 AV0956'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE AT THE
 AV0956'TOP OF A TILE, WHICH IS FASTENED BY MEANS OF CONCRETE
 AV0956'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AV0956'
 AV0956'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AV0956'THEY ARE BOTH IN HARD MARSH.
 AV0956'
 AV0956'REFERENCE MARK NO. 1 IS 23.725 METERS FROM THE STATION IN
 AV0956'AZIMUTH 58 DEG MAGNETIC.
 AV0956'
 AV0956'REFERENCE MARK NO. 2 IS 24.866 METERS FROM THE STATION IN
 AV0956'AZIMUTH 148 DEG MAGNETIC.
 AV0956'
 AV0956'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 AV0956
 AV0956                          STATION RECOVERY (1947)
 AV0956
 AV0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0956'A SEARCH FOR THIS STATION BY PLANE TABLE METHODS INDICATES
 AV0956'THAT BLUE BUCK POINT HAS ERODED SUFFICIENTLY TO CUT OUT
 AV0956'THE STATION.
 AV0956
 AV0956                          STATION RECOVERY (1957)
 AV0956
 AV0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AV0956'STATION NOT FOUND.  ARROW INDICATES THAT THE STATION HAS
 AV0956'WASHED OUT.  REFERENCE MARK 2 FOUND.
 AV0956
 AV0956                          STATION RECOVERY (1960)
 AV0956
 AV0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0956'LOST.  STATION REPORTED LOST IN 1947.  PROBABLY DESTROYED BY
 AV0956'EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4931 ***********************************************************************
 BJ4931  DESIGNATION -  BLUE CROSS
 BJ4931  PID         -  BJ4931
 BJ4931  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4931  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4931
 BJ4931                         *CURRENT SURVEY CONTROL
 BJ4931  ___________________________________________________________________
 BJ4931* NAD 83(1992)-  30 27 28.77747(N)    091 04 11.32449(W)     ADJUSTED  
 BJ4931* NAVD 88     -        52.2    (meters)     171.     (feet)  VERTCON   
 BJ4931  ___________________________________________________________________
 BJ4931  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4931  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4931
 BJ4931  HORZ ORDER  -  FIRST
 BJ4931
 BJ4931.The horizontal coordinates were established by classical geodetic methods
 BJ4931.and adjusted by the National Geodetic Survey in January 1993..
 BJ4931
 BJ4931.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4931
 BJ4931.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4931
 BJ4931.The geoid height was determined by GEOID03.
 BJ4931
 BJ4931;                    North         East     Units Scale Factor Converg.
 BJ4931;SPC LA S     -   217,063.776 1,025,307.496   MT  0.99995746   +0 07 54.3
 BJ4931;SPC LA S     -   712,150.07  3,363,863.01   sFT  0.99995746   +0 07 54.3
 BJ4931;UTM  15      - 3,371,119.235   685,318.532   MT  1.00002369   +0 58 43.3
 BJ4931
 BJ4931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4931!SPC LA S     -   0.99999607  x   0.99995746  =   0.99995353
 BJ4931!UTM  15      -   0.99999607  x   1.00002369  =   1.00001976
 BJ4931
 BJ4931|---------------------------------------------------------------------|
 BJ4931| PID    Reference Object                     Distance      Geod. Az  |
 BJ4931|                                                           dddmmss.s |
 BJ4931| CV9666 BLUE CROSS RM 1                       8.959 METERS 03859     |
 BJ4931| BJ4926 BATON ROUGE WICKLAND TERR TANK      APPROX. 3.4 KM 1200220.6 |
 BJ4931| BJ4928 BATON ROUGE COUNTRY CLUB TANK       APPROX. 2.2 KM 1442904.7 |
 BJ4931| BJ0986 ROUGE                               APPROX. 2.6 KM 2575558.3 |
 BJ4931| CV9667 BLUE CROSS RM 2                       8.001 METERS 33050     |
 BJ4931|---------------------------------------------------------------------|
 BJ4931
 BJ4931                          SUPERSEDED SURVEY CONTROL
 BJ4931
 BJ4931  NAD 83(1986)-  30 27 28.79533(N)    091 04 11.32228(W) AD(       ) 1
 BJ4931  NAD 27      -  30 27 28.11119(N)    091 04 10.94561(W) AD(       ) 1
 BJ4931  NGVD 29 (07/19/86)   52.2    (m)          171.     (f) VERT ANG       
 BJ4931
 BJ4931.Superseded values are not recommended for survey control.
 BJ4931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4931.See file dsdata.txt to determine how the superseded data were derived.
 BJ4931
 BJ4931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8531971119(NAD 83)
 BJ4931_MARKER: P = PIPE CAP
 BJ4931_SETTING: 0 = UNSPECIFIED SETTING
 BJ4931
 BJ4931  HISTORY     - Date     Condition        Report By
 BJ4931  HISTORY     - 1970     MONUMENTED       NGS
 BJ4931  HISTORY     - 1974     GOOD             LADTD
 BJ4931
 BJ4931                          STATION DESCRIPTION
 BJ4931
 BJ4931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4931'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 BJ4931'
 BJ4931'THE STATION IS LOCATED IN THE EAST PART OF BATON ROUGE, IN SECTION
 BJ4931'65, T 7 S, R 2 E, ON THE ROOF OF THE BLUE CROSS INSURANCE COMPANY
 BJ4931'BUILDING.  ADDRESS--10225 FLORIDA BOULEVARD, POST OFFICE BOX
 BJ4931'15699, BATON ROUGE, LOUISIANA.
 BJ4931'
 BJ4931'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 61 (AIRLINE
 BJ4931'HIGHWAY) AND US HIGHWAY 190 (FLORIDA BOULEVARD) IN THE EAST PART OF
 BJ4931'BATON ROUGE, GO EAST ON US HIGHWAY 190 FOR 1.6 MILES TO THE BLUE
 BJ4931'CROSS BUILDING ON THE LEFT AND THE STATION AS DESCRIBED.
 BJ4931'
 BJ4931'THE STATION MARK IS A STANDARD DISK, STAMPED BLUE CROSS 1970, SET IN
 BJ4931'THE TOP OF A MASS OF CONCRETE INSIDE A 4-INCH COPPER PIPE (WITH CAP)
 BJ4931'THAT IS SECURED TO THE TOP OF THE TAR COVERED ROOF OF THE BUILDING.
 BJ4931'IT IS 31 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE ROOF, 28
 BJ4931'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE ROOF AND 6 FEET NORTH
 BJ4931'OF THE SOUTH EDGE OF THE ROOF.
 BJ4931'
 BJ4931'A POINT OF A LIGHTNING ROD SECURED TO THE NORTHEAST CORNER OF THE
 BJ4931'ROOF WAS USED AS REFERENCE POINT 1.
 BJ4931'
 BJ4931'A POINT OF A LIGHTNING ROD SECURED TO THE NORTHWEST CORNER OF THE
 BJ4931'ROOF WAS USED AS REFERENCE POINT 2.
 BJ4931
 BJ4931                          STATION RECOVERY (1974)
 BJ4931
 BJ4931'RECOVERY NOTE BY LA TRANSP AND DEV 1974 (RT)
 BJ4931'THE STATION WAS VISITED 9-17-74 AND THE STATION MARK, REFERENCE
 BJ4931'POINT 1 AND REFERENCE POINT 2 WERE FOUND TO BE IN GOOD CONDITION.
 BJ4931'
 BJ4931'THE 1970 DESCRIPTION IS ADEQUATE FOR THIS STATION.
 BJ4931'
 BJ4931'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4931'
 BJ4931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4931'6 MILES EAST OF DOWNTOWN BATON ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3252 ***********************************************************************
 AU3252  DESIGNATION -  BLUE HAMMOCK
 AU3252  PID         -  AU3252
 AU3252  STATE/COUNTY-  LA/TERREBONNE
 AU3252  USGS QUAD   -  LOST LAKE (1978)
 AU3252
 AU3252                         *CURRENT SURVEY CONTROL
 AU3252  ___________________________________________________________________
 AU3252* NAD 83(1992)-  29 18 06.44720(N)    091 05 33.96515(W)     ADJUSTED  
 AU3252* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 AU3252  ___________________________________________________________________
 AU3252  X           -    -106,160.554 (meters)                     COMP
 AU3252  Y           -  -5,565,512.170 (meters)                     COMP
 AU3252  Z           -   3,103,103.260 (meters)                     COMP
 AU3252  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3252  ELLIP HEIGHT-         -22.69  (meters)          (07/18/02) GPS OBS
 AU3252  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AU3252
 AU3252  HORZ ORDER  -  FIRST
 AU3252  ELLP ORDER  -  FOURTH    CLASS II
 AU3252
 AU3252.The horizontal coordinates were established by GPS observations
 AU3252.and adjusted by the National Geodetic Survey in January 1993..
 AU3252
 AU3252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3252
 AU3252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3252
 AU3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3252
 AU3252.The ellipsoidal height was determined by GPS observations
 AU3252.and is referenced to NAD 83.
 AU3252
 AU3252.The geoid height was determined by GEOID03.
 AU3252
 AU3252;                    North         East     Units Scale Factor Converg.
 AU3252;SPC LA S     -    88,900.687 1,023,371.976   MT  0.99999962   +0 07 13.0
 AU3252;SPC LA S     -   291,668.34  3,357,512.89   sFT  0.99999962   +0 07 13.0
 AU3252;UTM  15      - 3,242,931.461   685,240.047   MT  1.00002343   +0 56 01.3
 AU3252
 AU3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3252!SPC LA S     -   1.00000356  x   0.99999962  =   1.00000318
 AU3252!UTM  15      -   1.00000356  x   1.00002343  =   1.00002699
 AU3252
 AU3252                          SUPERSEDED SURVEY CONTROL
 AU3252
 AU3252  ELLIP H (01/21/93)  -22.99   (m)                       GP(       ) 4 2
 AU3252  NAD 83(1986)-  29 18 06.46767(N)    091 05 33.97358(W) AD(       ) 1
 AU3252  NGVD 29 (04/21/89)    1.9    (m)            6.     (f) GPS OBS        
 AU3252
 AU3252.Superseded values are not recommended for survey control.
 AU3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3252.See file dsdata.txt to determine how the superseded data were derived.
 AU3252
 AU3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8524042931(NAD 83)
 AU3252_MARKER: I = METAL ROD
 AU3252_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3252_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3252+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3252
 AU3252  HISTORY     - Date     Condition        Report By
 AU3252  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3252
 AU3252                          STATION DESCRIPTION
 AU3252
 AU3252'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3252'THE STATION IS LOCATED ABOUT 30 MILES SOUTHWEST OF HOUMA LOUISIANA,
 AU3252'ABOUT 23 MILES SOUTHWEST OF THERIOT LOUISIANA, ON THE NORTHERN BANK OF
 AU3252'BAYOU BLUE HAMMOCK.
 AU3252'
 AU3252'TO REACH STATION FROM FALGOUT MARINA, NEAR THERIOT LOUISIANA, GO
 AU3252'SOUTHWEST ON FALGOUT CANAL TO LAKE DECADE, CROSS LAKE DECADE AND GO
 AU3252'SOUTHWEST OUT OF THE LAKE INTO DECADE BAYOU.  GO SOUTHWEST ON BAYOU
 AU3252'DECADE TO EAGLE BAYOU, FOLLOW EAGLE BAYOU TO BLUE HAMMOCK BAYOU, THEN
 AU3252'FOLLOW BLUE HAMMOCK BAYOU TO THE STATION, ON THE NORTH BANK, ABOUT 30
 AU3252'FEET FROM THE EDGE OF THE WATERLINE.
 AU3252'
 AU3252'THE STATION IS A 9/16 INCH STEEL ROD, DRIVEN INTO THE GROUND, WITH A
 AU3252'PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND IT. THE STATION IS
 AU3252'LOCATED ON THE NORTHERN BANK OF BAYOU BLUE HAMMOCK, IN A BRUSHY AREA
 AU3252'ABOUT 30 FEET FROM THE WATERLINE.  THE STATION IS PROJECTING ABOUT 16
 AU3252'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2645 ***********************************************************************
 BK2645  DESIGNATION -  BLUE RM A 1966
 BK2645  PID         -  BK2645
 BK2645  STATE/COUNTY-  LA/EVANGELINE
 BK2645  USGS QUAD   -  VILLE PLATTE (1983)
 BK2645
 BK2645                         *CURRENT SURVEY CONTROL
 BK2645  ___________________________________________________________________
 BK2645* NAD 83(1992)-  30 38 36.70640(N)    092 17 04.35783(W)     ADJUSTED  
 BK2645* NAVD 88     -        18.7    (meters)      61.     (feet)  VERTCON   
 BK2645  ___________________________________________________________________
 BK2645  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2645  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2645
 BK2645  HORZ ORDER  -  FIRST
 BK2645
 BK2645.The horizontal coordinates were established by classical geodetic methods
 BK2645.and adjusted by the National Geodetic Survey in January 1993..
 BK2645
 BK2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2645
 BK2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2645
 BK2645.The geoid height was determined by GEOID03.
 BK2645
 BK2645;                    North         East     Units Scale Factor Converg.
 BK2645;SPC LA S     -   237,981.376   908,821.269   MT  0.99998848   -0 28 32.2
 BK2645;SPC LA S     -   780,777.23  2,981,691.11   sFT  0.99998848   -0 28 32.2
 BK2645;UTM  15      - 3,390,315.315   568,555.394   MT  0.99965798   +0 21 52.8
 BK2645
 BK2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2645!SPC LA S     -   1.00000134  x   0.99998848  =   0.99998982
 BK2645!UTM  15      -   1.00000134  x   0.99965798  =   0.99965932
 BK2645
 BK2645|---------------------------------------------------------------------|
 BK2645| PID    Reference Object                     Distance      Geod. Az  |
 BK2645|                                                           dddmmss.s |
 BK2645| BK2644 BLUE                                 31.813 METERS 04216     |
 BK2645| BK2666 VIDRINE RM 3                        APPROX.12.1 KM 2964948.2 |
 BK2645|---------------------------------------------------------------------|
 BK2645
 BK2645                          SUPERSEDED SURVEY CONTROL
 BK2645
 BK2645  NAD 83(1986)-  30 38 36.72639(N)    092 17 04.35175(W) AD(       ) 1
 BK2645  NAD 27      -  30 38 36.01565(N)    092 17 03.89817(W) AD(       ) 1
 BK2645  NGVD 29 (07/19/86)   18.7    (m)           61.     (f) VERT ANG       
 BK2645
 BK2645.Superseded values are not recommended for survey control.
 BK2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2645.See file dsdata.txt to determine how the superseded data were derived.
 BK2645
 BK2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6855590315(NAD 83)
 BK2645_MARKER: DS = TRIANGULATION STATION DISK
 BK2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2645+STABILITY: SURFACE MOTION
 BK2645
 BK2645  HISTORY     - Date     Condition        Report By
 BK2645  HISTORY     - 1966     MONUMENTED       CGS
 BK2645
 BK2645                          STATION DESCRIPTION
 BK2645
 BK2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BK2645'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 BK2645'PROPERTY AS TRIANGULATION STATION BLUE.  STATION IS MARKED BY A
 BK2645'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A ROUND
 BK2645'CONCRETE MONUMENT WHICH IS ABOUT 24 INCHES BELOW THE SURFACE OF
 BK2645'THE GROUND AND STAMPED BLUE RM A 1965.  THE MARK IF 48 FEET WEST
 BK2645'OF THE BACK DOOR OF THE HOUSE, 38-1/2 FEET SOUTHWEST OF THE
 BK2645'EAST GATE POST, 30-1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF
 BK2645'BARN LOT AND 10 FEET WEST OF A GARDEN FENCE.
 BK2645'
 BK2645'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLUE AND
 BK2645'THE DISTANCE IS 31.814 METERS OR 104.38 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1400 ***********************************************************************
 CQ1400  DESIGNATION -  BM
 CQ1400  PID         -  CQ1400
 CQ1400  STATE/COUNTY-  LA/WEBSTER
 CQ1400  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1400
 CQ1400                         *CURRENT SURVEY CONTROL
 CQ1400  ___________________________________________________________________
 CQ1400* NAD 83(1986)-  32 32 23.     (N)    093 17 33.     (W)     SCALED    
 CQ1400* NAVD 88     -        59.327  (meters)     194.64   (feet)  ADJUSTED  
 CQ1400  ___________________________________________________________________
 CQ1400  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1400  DYNAMIC HT  -          59.261 (meters)     194.43  (feet)  COMP
 CQ1400  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CQ1400
 CQ1400  VERT ORDER  -  FIRST     CLASS I
 CQ1400
 CQ1400.The horizontal coordinates were scaled from a topographic map and have
 CQ1400.an estimated accuracy of +/- 6 seconds.
 CQ1400
 CQ1400.The orthometric height was determined by differential leveling
 CQ1400.and adjusted by the National Geodetic Survey in June 1991..
 CQ1400
 CQ1400.The geoid height was determined by GEOID03.
 CQ1400
 CQ1400.The dynamic height is computed by dividing the NAVD 88
 CQ1400.geopotential number by the normal gravity value computed on the
 CQ1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1400.degrees latitude (g = 980.6199 gals.).
 CQ1400
 CQ1400.The modeled gravity was interpolated from observed gravity values.
 CQ1400
 CQ1400;                    North         East    Units  Estimated Accuracy
 CQ1400;SPC LA N     -   226,430.      925,560.      MT  (+/- 180 meters Scaled)
 CQ1400
 CQ1400                          SUPERSEDED SURVEY CONTROL
 CQ1400
 CQ1400  NGVD 29 (??/??/??)   59.406  (m)          194.90   (f) ADJUSTED    1 1
 CQ1400
 CQ1400.Superseded values are not recommended for survey control.
 CQ1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1400.See file dsdata.txt to determine how the superseded data were derived.
 CQ1400
 CQ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS725003(NAD 83)
 CQ1400_MARKER: Q = CHISELED SQUARE
 CQ1400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1400_SP_SET: SEMAPHORE
 CQ1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1400
 CQ1400  HISTORY     - Date     Condition        Report By
 CQ1400  HISTORY     - UNK      MONUMENTED       USGS
 CQ1400  HISTORY     - 1969     GOOD             CGS
 CQ1400
 CQ1400                          STATION DESCRIPTION
 CQ1400
 CQ1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1400'IN SIBLEY.
 CQ1400'AT SIBLEY, 2 1/2 FEET SOUTH OF THE SOUTH WALL OF THE ILLINOIS CENTRAL
 CQ1400'RAILROAD STATION, 12 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, A
 CQ1400'SQUARE CHISELED IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE
 CQ1400'SEMAPHORE BASE WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE
 CQ1400'GROUND.  SEC 21, T 18N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0525 ***********************************************************************
 AT0525  DESIGNATION -  BM
 AT0525  PID         -  AT0525
 AT0525  STATE/COUNTY-  LA/PLAQUEMINES
 AT0525  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT0525
 AT0525                         *CURRENT SURVEY CONTROL
 AT0525  ___________________________________________________________________
 AT0525* NAD 83(1986)-  28 59 06.     (N)    089 08 35.     (W)     SCALED    
 AT0525* NAVD 88     -         0.170  (meters)       0.56   (feet)  READJUSTED
 AT0525  ___________________________________________________________________
 AT0525  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT0525  DYNAMIC HT  -           0.170 (meters)       0.56  (feet)  COMP
 AT0525  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 AT0525
 AT0525  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0525
 AT0525.The horizontal coordinates were scaled from a topographic map and have
 AT0525.an estimated accuracy of +/- 6 seconds.
 AT0525
 AT0525.The orthometric height was determined by differential leveling
 AT0525.and adjusted by the National Geodetic Survey in February 1994..
 AT0525.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0525.distribution rate of 0.0 thru 1.0 mm/km.
 AT0525.The height was derived from older observations constrained to new
 AT0525.heights in a crustal motion area.  The height is approximate in
 AT0525.relation to other heights in its vicinity.
 AT0525
 AT0525.The geoid height was determined by GEOID03.
 AT0525
 AT0525.The dynamic height is computed by dividing the NAVD 88
 AT0525.geopotential number by the normal gravity value computed on the
 AT0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0525.degrees latitude (g = 980.6199 gals.).
 AT0525
 AT0525.The modeled gravity was interpolated from observed gravity values.
 AT0525
 AT0525;                    North         East    Units  Estimated Accuracy
 AT0525;SPC LA S     -    55,800.    1,213,450.      MT  (+/- 180 meters Scaled)
 AT0525
 AT0525                          SUPERSEDED SURVEY CONTROL
 AT0525
 AT0525  NGVD 29 (??/??/??)    0.250  (m)            0.82   (f) ADJUSTED    1 1
 AT0525
 AT0525.Superseded values are not recommended for survey control.
 AT0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0525.See file dsdata.txt to determine how the superseded data were derived.
 AT0525
 AT0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT912082(NAD 83)
 AT0525_MARKER: B = BOLT
 AT0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AT0525_SP_SET: PILING
 AT0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0525
 AT0525  HISTORY     - Date     Condition        Report By
 AT0525  HISTORY     - UNK      MONUMENTED       USE
 AT0525  HISTORY     - 1971     GOOD             NGS
 AT0525  HISTORY     - 19800924 MARK NOT FOUND   NGS
 AT0525
 AT0525                          STATION DESCRIPTION
 AT0525
 AT0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0525'2.7 MI SE FROM PORT EADS.
 AT0525'ABOUT 2.7 MILES SOUTHEAST ALONG THE SOUTHWEST BANK OF THE SOUTH PASS
 AT0525'FROM THE LIGHTHOUSE AT PORT EADS, NEAR A US COAST GUARD STATION, 225.2
 AT0525'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PERSONNEL QUARTERS, 4
 AT0525'1/2 FEET NORTH OF THE NORTH SIDE OF A WALKWAY TO THE BOATHOUSE, 4 FEET
 AT0525'WEST OF THE WEST SIDE OF A DOCK AND SET IN THE TOP OF A PILING FORMING
 AT0525'THE WEST JETTY OF SOUTH PASS.
 AT0525
 AT0525                          STATION RECOVERY (1980)
 AT0525
 AT0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AT0525'THE BOAT HOUSE IS GONE, VERY FEW ROCKS THAT FORM THE JETTY HAVE TOPS
 AT0525'EXPOSED.  ALSO VERY FEW PILINGS CAN BE SEEN.  WITH THE REFERENCE
 AT0525'POINTS GONE, IT WOULD BE DIFFICULT TO FIND THIS BENCH MARK IN A
 AT0525'PILING UNDERWATER.  IT WAS NOT FOUND THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2626 ***********************************************************************
 AU2626  DESIGNATION -  BM 15
 AU2626  PID         -  AU2626
 AU2626  STATE/COUNTY-  LA/IBERIA
 AU2626  USGS QUAD   -  TIGRE LAGOON (1994)
 AU2626
 AU2626                         *CURRENT SURVEY CONTROL
 AU2626  ___________________________________________________________________
 AU2626* NAD 83(1992)-  29 50 42.49186(N)    091 54 57.77441(W)     ADJUSTED  
 AU2626* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2626  **This station is located in a subsidence area (see below).
 AU2626  ___________________________________________________________________
 AU2626  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2626  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AU2626
 AU2626  HORZ ORDER  -  THIRD
 AU2626
 AU2626.The horizontal coordinates were established by classical geodetic methods
 AU2626.and adjusted by the National Geodetic Survey in January 1993..
 AU2626
 AU2626 ** The orthometric height has not been validated since last determined
 AU2626 ** by differential leveling and should not be used for control purposes.
 AU2626 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2626 ** area with valid NAVD 88 orthometric heights.
 AU2626 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2626 ** epoch indicated which incorporates improved geoid heights for the
 AU2626 ** Southern Louisiana Subsidence area.
 AU2626 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2626.The orthometric height was scaled from a topographic map.
 AU2626
 AU2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2626
 AU2626.The geoid height was determined by GEOID03.
 AU2626
 AU2626;                    North         East     Units Scale Factor Converg.
 AU2626;SPC LA S     -   149,244.053   943,693.112   MT  0.99992942   -0 17 28.9
 AU2626;SPC LA S     -   489,644.86  3,096,099.82   sFT  0.99992942   -0 17 28.9
 AU2626;UTM  15      - 3,302,118.393   604,709.735   MT  0.99973527   +0 32 22.1
 AU2626
 AU2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2626!SPC LA S     -   1.00000415  x   0.99992942  =   0.99993357
 AU2626!UTM  15      -   1.00000415  x   0.99973527  =   0.99973942
 AU2626
 AU2626                          SUPERSEDED SURVEY CONTROL
 AU2626
 AU2626  NAD 83(1986)-  29 50 42.51257(N)    091 54 57.76771(W) AD(       ) 3
 AU2626  NAD 27      -  29 50 41.77000(N)    091 54 57.33000(W) AD(       ) 3
 AU2626
 AU2626.Superseded values are not recommended for survey control.
 AU2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2626.See file dsdata.txt to determine how the superseded data were derived.
 AU2626
 AU2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0471002118(NAD 83)
 AU2626_MARKER: I = METAL ROD
 AU2626_SETTING: 0 = UNSPECIFIED SETTING
 AU2626
 AU2626  HISTORY     - Date     Condition        Report By
 AU2626  HISTORY     - 1933     MONUMENTED       USE
 AU2626  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU2626  HISTORY     - 1949     MARK NOT FOUND   CGS
 AU2626
 AU2626                          STATION DESCRIPTION
 AU2626
 AU2626'DESCRIBED BY US ENGINEERS 1933 (ERM)
 AU2626'STATION IS ON THE INTRACOASTAL CANAL, 8 MILES W OF THE WEEKS
 AU2626'ISLAND LANDING, ABOUT 0.75 MILE E OF THE AVERY CANAL, ABOUT 1
 AU2626'MILE E OF BAYOU PETIT ANSE, 475 METERS (1,560 FEET) W OF A
 AU2626'SMALL BAYOU, 100 FEET FROM THE CENTER LINE OF THE INTRACOASTAL
 AU2626'CANAL, AND 37 FEET FROM THE N BANK OF THE CANAL.  THIS IS
 AU2626'STATION 752+12.65 OF THE U.S.E. BASE LINE ALONG THE
 AU2626'INTRACOASTAL CANAL.
 AU2626'
 AU2626'THE STATION IS MARKED BY A 3-INCH GALVANIZED PIPE SET IN
 AU2626'CONCRETE.
 AU2626'
 AU2626'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2626'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2626'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 22.659 METERS
 AU2626'(74.34 FEET) FROM THE STATION N 45 DEG E.
 AU2626'
 AU2626'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2626'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2626'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 20.341 METERS
 AU2626'(66.74 FEET) FROM THE STATION N 53 DEG W.
 AU2626
 AU2626                          STATION RECOVERY (1947)
 AU2626
 AU2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2626'STATION NOT RECOVERED.  A SEARCH WAS MADE OF THE VICINITY
 AU2626'AND IT IS BELIEVED THAT THE STATION IS LOST DUE TO WIDENING
 AU2626'OF THE CANAL.  THE REFERENCE MARKS ARE PROBABLY EXISTANT BUT
 AU2626'DUE TO THE HEAVY GROWTH OF MARSH GRASS COULD BE RECOVERED
 AU2626'ONLY BY SURVEY METHODS.
 AU2626
 AU2626                          STATION RECOVERY (1949)
 AU2626
 AU2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AU2626'STATION SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5215 ***********************************************************************
 BJ5215  DESIGNATION -  BM 21
 BJ5215  PID         -  BJ5215
 BJ5215  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5215  USGS QUAD   -  LACOUR (1994)
 BJ5215
 BJ5215                         *CURRENT SURVEY CONTROL
 BJ5215  ___________________________________________________________________
 BJ5215* NAD 83(1992)-  30 46 38.13876(N)    091 35 52.17571(W)     ADJUSTED  
 BJ5215* NAVD 88     -         9.75   (+/-2cm)      32.0    (feet)  VERTCON   
 BJ5215  ___________________________________________________________________
 BJ5215  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ5215  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ5215
 BJ5215  HORZ ORDER  -  SECOND
 BJ5215  VERT ORDER  -  THIRD ? (See Below)
 BJ5215
 BJ5215.The horizontal coordinates were established by classical geodetic methods
 BJ5215.and adjusted by the National Geodetic Survey in January 1993..
 BJ5215
 BJ5215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5215.The vertical order pertains to the NGVD 29 superseded value.
 BJ5215
 BJ5215.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5215
 BJ5215.The geoid height was determined by GEOID03.
 BJ5215
 BJ5215;                    North         East     Units Scale Factor Converg.
 BJ5215;SPC LA S     -   252,458.233   974,680.828   MT  1.00001734   -0 07 56.1
 BJ5215;SPC LA S     -   828,273.39  3,197,765.35   sFT  1.00001734   -0 07 56.1
 BJ5215;UTM  15      - 3,405,757.485   634,176.526   MT  0.99982208   +0 43 03.4
 BJ5215
 BJ5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5215!SPC LA S     -   1.00000275  x   1.00001734  =   1.00002009
 BJ5215!UTM  15      -   1.00000275  x   0.99982208  =   0.99982483
 BJ5215
 BJ5215                          SUPERSEDED SURVEY CONTROL
 BJ5215
 BJ5215  NAD 83(1986)-  30 46 38.15646(N)    091 35 52.16991(W) AD(       ) 2
 BJ5215  NAD 27      -  30 46 37.49882(N)    091 35 51.74402(W) AD(       ) 2
 BJ5215  NGVD 29 (07/19/86)    9.74   (m)           32.0    (f) LEVELING    3  
 BJ5215
 BJ5215.Superseded values are not recommended for survey control.
 BJ5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5215.See file dsdata.txt to determine how the superseded data were derived.
 BJ5215
 BJ5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3417705757(NAD 83)
 BJ5215_MARKER: P = PIPE CAP
 BJ5215_SETTING: 0 = UNSPECIFIED SETTING
 BJ5215
 BJ5215  HISTORY     - Date     Condition        Report By
 BJ5215  HISTORY     - 1930     MONUMENTED       MRC
 BJ5215  HISTORY     - 1957     GOOD             CGS
 BJ5215
 BJ5215                          STATION DESCRIPTION
 BJ5215
 BJ5215'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1930 (CMT)
 BJ5215'A MARK OF THE MISSISSIPPI RIVER COMMISSION LOCATED BY TRAVERSE
 BJ5215'FROM STATION NEW ROADS WEST BASE E (U.S.C. AND G.S.).
 BJ5215'
 BJ5215'P.B.M. IS TILE AND PIPE ON RIGHT OF THE MISSISSIPPI RIVER IN
 BJ5215'POINTE COUPEE PARISH, LA, ABOUT 2-3/4 MILES ABOVE MORGANZA, LA.
 BJ5215'ON THE LAND OF O. LACCUR BACK OF RESIDENCE OF W.B. WELLS.  IT IS
 BJ5215'49.5 METERS BACK OF DOWN RIVER CORNER OF THE HOUSE.  89.5 METERS
 BJ5215'BACK OF CENTER LINE OF THE MAIN HIGHWAY NO. 30.  16.5 METERS
 BJ5215'ABOVE THE OLD STATE ROAD WHICH CROSSES THE HIGHWAY AND LEADS TO
 BJ5215'THE ATCHAFALAYA RIVER.  8.9 METERS ABOVE 24 IN HACKBERRY.
 BJ5215'TOP OF PIPE IS 18 INCHES ABOVE THE GROUND.
 BJ5215'
 BJ5215'REACHED FROM MORGANZA, LA. BY FOLLOWING HIGHWAY NO. 30 TO THE
 BJ5215'OLD STATE ROAD NORTH OF TOWN ABOUT 5 MILES.
 BJ5215
 BJ5215                          STATION RECOVERY (1957)
 BJ5215
 BJ5215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5215'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 BJ5215'IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 BJ5215'
 BJ5215'STATION IS LOCATED ALONG THE EAST LIMITS OF THE MORGANZA
 BJ5215'FLOODWAY, ABOUT 3.3 MILES NORTHEAST OF MORGANZA, AND DIRECTLY
 BJ5215'WEST OF NEW TEXAS LANDING.  IT IS 180.0 FEET WEST OF CENTERLINE
 BJ5215'OF AN OLD ROAD RUNNING EAST AND WEST.  IT IS AN IRON PIPE WITH
 BJ5215'BRONZE CAP STAMPED PBM 21 1929 AND PROJECTING 18 INCHES.
 BJ5215'
 BJ5215'TO REACH FROM THE JUNCTION OF HIGHWAYS NO 1 AND NO 10 IN MORGANZA
 BJ5215'GO NORTH ON NO 1 FOR 0.9 MILES TO WHERE HIGHWAY CROSSES LEVEE,
 BJ5215'TURN RIGHT AND FOLLOW LEVEE 2.4 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5214 ***********************************************************************
 BJ5214  DESIGNATION -  BM 21     OFFSET
 BJ5214  PID         -  BJ5214
 BJ5214  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5214  USGS QUAD   -  LACOUR (1994)
 BJ5214
 BJ5214                         *CURRENT SURVEY CONTROL
 BJ5214  ___________________________________________________________________
 BJ5214* NAD 83(1992)-  30 46 37.49597(N)    091 35 52.40894(W)     ADJUSTED  
 BJ5214* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 BJ5214  ___________________________________________________________________
 BJ5214  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ5214  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ5214
 BJ5214  HORZ ORDER  -  SECOND
 BJ5214
 BJ5214.The horizontal coordinates were established by classical geodetic methods
 BJ5214.and adjusted by the National Geodetic Survey in January 1993..
 BJ5214
 BJ5214.The orthometric height was scaled from a topographic map.
 BJ5214
 BJ5214.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5214
 BJ5214.The geoid height was determined by GEOID03.
 BJ5214
 BJ5214;                    North         East     Units Scale Factor Converg.
 BJ5214;SPC LA S     -   252,438.452   974,674.580   MT  1.00001730   -0 07 56.2
 BJ5214;SPC LA S     -   828,208.49  3,197,744.85   sFT  1.00001730   -0 07 56.2
 BJ5214;UTM  15      - 3,405,737.617   634,170.574   MT  0.99982206   +0 43 03.2
 BJ5214
 BJ5214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5214!SPC LA S     -   1.00000271  x   1.00001730  =   1.00002001
 BJ5214!UTM  15      -   1.00000271  x   0.99982206  =   0.99982477
 BJ5214
 BJ5214|---------------------------------------------------------------------|
 BJ5214| PID    Reference Object                     Distance      Geod. Az  |
 BJ5214|                                                           dddmmss.s |
 BJ5214| BJ5215 BM 21                                20.744 METERS 01724     |
 BJ5214| BJ5213 NEW ROADS WEST BASE E 1930          APPROX. 2.7 KM 2884344.9 |
 BJ5214|---------------------------------------------------------------------|
 BJ5214
 BJ5214                          SUPERSEDED SURVEY CONTROL
 BJ5214
 BJ5214  NAD 83(1986)-  30 46 37.51367(N)    091 35 52.40314(W) AD(       ) 2
 BJ5214  NAD 27      -  30 46 36.85601(N)    091 35 51.97725(W) AD(       ) 2
 BJ5214
 BJ5214.Superseded values are not recommended for survey control.
 BJ5214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5214.See file dsdata.txt to determine how the superseded data were derived.
 BJ5214
 BJ5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3417105738(NAD 83)
 BJ5214_MARKER: Z = SEE DESCRIPTION
 BJ5214_SETTING: 0 = UNSPECIFIED SETTING
 BJ5214
 BJ5214  HISTORY     - Date     Condition        Report By
 BJ5214  HISTORY     - 1930     MONUMENTED       MRC
 BJ5214  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5214
 BJ5214                          STATION DESCRIPTION
 BJ5214
 BJ5214'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5214'THE AREA WAS SEARCHED BUT THE STATION
 BJ5214'WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2620 ***********************************************************************
 AU2620  DESIGNATION -  BM 26
 AU2620  PID         -  AU2620
 AU2620  STATE/COUNTY-  LA/IBERIA
 AU2620  USGS QUAD   -  WEEKS (1994)
 AU2620
 AU2620                         *CURRENT SURVEY CONTROL
 AU2620  ___________________________________________________________________
 AU2620* NAD 83(1992)-  29 48 58.66222(N)    091 49 31.22178(W)     ADJUSTED  
 AU2620* NAVD 88     -         1.19   (+/-2cm)       3.9  **(feet)  VERTCON   
 AU2620  **This station is located in a subsidence area (see below).
 AU2620  ___________________________________________________________________
 AU2620  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU2620  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AU2620
 AU2620  HORZ ORDER  -  SECOND
 AU2620  VERT ORDER  -  THIRD ? (See Below)
 AU2620
 AU2620.The horizontal coordinates were established by classical geodetic methods
 AU2620.and adjusted by the National Geodetic Survey in January 1993..
 AU2620
 AU2620 ** The orthometric height has not been validated since last determined
 AU2620 ** by differential leveling and should not be used for control purposes.
 AU2620 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2620 ** area with valid NAVD 88 orthometric heights.
 AU2620 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2620 ** epoch indicated which incorporates improved geoid heights for the
 AU2620 ** Southern Louisiana Subsidence area.
 AU2620 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2620.The vertical order pertains to the NGVD 29 superseded value.
 AU2620
 AU2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2620
 AU2620.The geoid height was determined by GEOID03.
 AU2620
 AU2620;                    North         East     Units Scale Factor Converg.
 AU2620;SPC LA S     -   146,006.127   952,444.408   MT  0.99993090   -0 14 45.6
 AU2620;SPC LA S     -   479,021.77  3,124,811.36   sFT  0.99993090   -0 14 45.6
 AU2620;UTM  15      - 3,299,008.222   613,505.431   MT  0.99975896   +0 35 02.9
 AU2620
 AU2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2620!SPC LA S     -   1.00000394  x   0.99993090  =   0.99993484
 AU2620!UTM  15      -   1.00000394  x   0.99975896  =   0.99976289
 AU2620
 AU2620                          SUPERSEDED SURVEY CONTROL
 AU2620
 AU2620  NAD 83(1986)-  29 48 58.68332(N)    091 49 31.21534(W) AD(       ) 2
 AU2620  NAD 27      -  29 48 57.93800(N)    091 49 30.78100(W) AD(       ) 2
 AU2620  NGVD 29 (07/19/86)    1.21   (m)            4.0    (f) LEVELING    3  
 AU2620
 AU2620.Superseded values are not recommended for survey control.
 AU2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2620.See file dsdata.txt to determine how the superseded data were derived.
 AU2620
 AU2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1350599008(NAD 83)
 AU2620_MARKER: I = METAL ROD
 AU2620_SETTING: 0 = UNSPECIFIED SETTING
 AU2620
 AU2620  HISTORY     - Date     Condition        Report By
 AU2620  HISTORY     - 1933     MONUMENTED       USE
 AU2620  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU2620
 AU2620                          STATION DESCRIPTION
 AU2620
 AU2620'DESCRIBED BY US ENGINEERS 1933 (ERM)
 AU2620'STATION IS ON THE W BANK OF THE INTRACOASTAL CANAL ABOUT
 AU2620'1.0 MILE N OF WEEKS ISLAND LANDING, APPROXIMATELY 2,000
 AU2620'FEET FROM THE E BANK OF WEEKS BAYOU, 100 FEET FROM THE CENTER
 AU2620'LINE OF THE CANAL, AND 28 FEET FROM THE S BANK OF THE CANAL.
 AU2620'THIS IS STATION 1105+07 OF THE U.S.E. BASE LINE ALONG THE
 AU2620'INTRACOASTAL CANAL.
 AU2620'
 AU2620'THE STATION IS MARKED BY A 2 1/2-INCH GALVANIZED-IRON PIPE
 AU2620'SET IN CONCRETE.
 AU2620'
 AU2620'STATION CLUB IS 35.245 METERS (115.63 FEET) FROM THE STATION
 AU2620'N 38 DEG 12 MIN W.  IN THE DESCRIPTION OF
 AU2620'CLUB, THE SIZE OF THE PIPE FOR BENCH MARK 26 (U.S.E.) IS
 AU2620'GIVEN AS 1-INCH INSTEAD OF 2-1/2 INCHES AS GIVEN ABOVE.
 AU2620
 AU2620                          STATION RECOVERY (1947)
 AU2620
 AU2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2620'STATION NOT RECOVERED.  STATION IS PROBABLY LOST DUE TO
 AU2620'WIDENING OF THE CANAL.  RECOMMEND STATION BE CLASSIFIED AS
 AU2620'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5123 ***********************************************************************
 BJ5123  DESIGNATION -  BM 28
 BJ5123  PID         -  BJ5123
 BJ5123  STATE/COUNTY-  LA/ST MARTIN
 BJ5123  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ5123
 BJ5123                         *CURRENT SURVEY CONTROL
 BJ5123  ___________________________________________________________________
 BJ5123* NAD 83(1992)-  30 14 44.84319(N)    091 34 29.53998(W)     ADJUSTED  
 BJ5123* NAVD 88     -         3.27   (+/-2cm)      10.7    (feet)  VERTCON   
 BJ5123  ___________________________________________________________________
 BJ5123  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5123  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ5123
 BJ5123  HORZ ORDER  -  SECOND
 BJ5123  VERT ORDER  -  THIRD ? (See Below)
 BJ5123
 BJ5123.The horizontal coordinates were established by classical geodetic methods
 BJ5123.and adjusted by the National Geodetic Survey in January 1993..
 BJ5123
 BJ5123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5123.The vertical order pertains to the NGVD 29 superseded value.
 BJ5123
 BJ5123.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5123
 BJ5123.The geoid height was determined by GEOID03.
 BJ5123
 BJ5123;                    North         East     Units Scale Factor Converg.
 BJ5123;SPC LA S     -   193,535.878   976,753.988   MT  0.99993484   -0 07 14.8
 BJ5123;SPC LA S     -   634,958.96  3,204,567.04   sFT  0.99993484   -0 07 14.8
 BJ5123;UTM  15      - 3,346,880.435   637,117.313   MT  0.99983195   +0 43 04.7
 BJ5123
 BJ5123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5123!SPC LA S     -   1.00000378  x   0.99993484  =   0.99993862
 BJ5123!UTM  15      -   1.00000378  x   0.99983195  =   0.99983573
 BJ5123
 BJ5123                          SUPERSEDED SURVEY CONTROL
 BJ5123
 BJ5123  NAD 83(1986)-  30 14 44.86273(N)    091 34 29.53639(W) AD(       ) 2
 BJ5123  NAD 27      -  30 14 44.14648(N)    091 34 29.12086(W) AD(       ) 2
 BJ5123  NGVD 29 (07/19/86)    3.29   (m)           10.8    (f) LEVELING    3  
 BJ5123
 BJ5123.Superseded values are not recommended for survey control.
 BJ5123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5123.See file dsdata.txt to determine how the superseded data were derived.
 BJ5123
 BJ5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3711746880(NAD 83)
 BJ5123_MARKER: P = PIPE CAP
 BJ5123_SETTING: 0 = UNSPECIFIED SETTING
 BJ5123
 BJ5123  HISTORY     - Date     Condition        Report By
 BJ5123  HISTORY     - 1935     MONUMENTED       CGS
 BJ5123  HISTORY     - 1957     GOOD             CGS
 BJ5123
 BJ5123                          STATION DESCRIPTION
 BJ5123
 BJ5123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5123'ELEVEN MILES SE OF THE VILLAGE OF ATCHAFALAYA, 8 MILES ENE OF
 BJ5123'CATAHOULA, ON THE RIGHT BANK OF THE UPPER GRAND RIVER AT
 BJ5123'ITS JUNCTION WITH BIG TENSAS BAYOU, ABOUT 170 FEET S OF THE
 BJ5123'RIVER BANK, 30 FEET W OF THE W BANK OF THE BAYOU, 125 FEET S
 BJ5123'OF WILLIAM ORTIS HOUSE, 35 FEET E OF A BOARD FENCE LINE,
 BJ5123'37 FEET E OF A TRIANGULAR BLAZE CUT IN A 14-INCH SYCAMORE TREE
 BJ5123'WHICH IS IN THE FENCE LINE, AND 15 FEET W OF A 10-INCH CYPRESS
 BJ5123'TREE.  THE STATION IS MARKED BY A BRASS-CAPPED IRON PIPE
 BJ5123'SET 1 FOOT 6 INCHES BELOW THE SURFACE OF THE GROUND.  (NOT
 BJ5123'SURE ABOUT CORRECT MARKING)
 BJ5123
 BJ5123                          STATION RECOVERY (1957)
 BJ5123
 BJ5123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5123'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 BJ5123'IS ADEQUATE WITH THE FOLLOWING DELETION AND ADDITIONS--
 BJ5123'
 BJ5123'ARTHUR ORTIS HOUSE NO LONGER EXIST.
 BJ5123'
 BJ5123'STATION IS IN CENTER OF CURVE AND ON EAST SIDE OF CLEARING
 BJ5123'CUT FOR PIPE LINE.  A WITNESS POST WITH STATION NAME PROJECTS
 BJ5123'3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0607 ***********************************************************************
 AV0607  DESIGNATION -  BM 4
 AV0607  PID         -  AV0607
 AV0607  STATE/COUNTY-  LA/VERMILION
 AV0607  USGS QUAD   -  HEBERT LAKE (1975)
 AV0607
 AV0607                         *CURRENT SURVEY CONTROL
 AV0607  ___________________________________________________________________
 AV0607* NAD 83(1992)-  29 47 53.57850(N)    092 05 43.72436(W)     ADJUSTED  
 AV0607* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AV0607  **This station is located in a subsidence area (see below).
 AV0607  ___________________________________________________________________
 AV0607  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AV0607  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AV0607
 AV0607  HORZ ORDER  -  THIRD
 AV0607
 AV0607.The horizontal coordinates were established by classical geodetic methods
 AV0607.and adjusted by the National Geodetic Survey in January 1993..
 AV0607
 AV0607 ** The orthometric height has not been validated since last determined
 AV0607 ** by differential leveling and should not be used for control purposes.
 AV0607 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0607 ** area with valid NAVD 88 orthometric heights.
 AV0607 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0607 ** epoch indicated which incorporates improved geoid heights for the
 AV0607 ** Southern Louisiana Subsidence area.
 AV0607 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0607.The orthometric height was scaled from a topographic map.
 AV0607
 AV0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0607
 AV0607.The geoid height was determined by GEOID03.
 AV0607
 AV0607;                    North         East     Units Scale Factor Converg.
 AV0607;SPC LA S     -   144,145.175   926,320.643   MT  0.99993196   -0 22 51.9
 AV0607;SPC LA S     -   472,916.29  3,039,103.64   sFT  0.99993196   -0 22 51.9
 AV0607;UTM  15      - 3,296,769.341   587,416.760   MT  0.99969428   +0 26 58.3
 AV0607
 AV0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0607!SPC LA S     -   1.00000413  x   0.99993196  =   0.99993609
 AV0607!UTM  15      -   1.00000413  x   0.99969428  =   0.99969841
 AV0607
 AV0607                          SUPERSEDED SURVEY CONTROL
 AV0607
 AV0607  NAD 83(1986)-  29 47 53.59892(N)    092 05 43.71579(W) AD(       ) 3
 AV0607  NAD 27      -  29 47 52.85000(N)    092 05 43.26000(W) AD(       ) 3
 AV0607
 AV0607.Superseded values are not recommended for survey control.
 AV0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0607.See file dsdata.txt to determine how the superseded data were derived.
 AV0607
 AV0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8741796769(NAD 83)
 AV0607_MARKER: P = PIPE CAP
 AV0607_SETTING: 0 = UNSPECIFIED SETTING
 AV0607
 AV0607  HISTORY     - Date     Condition        Report By
 AV0607  HISTORY     - 1933     MONUMENTED       USE
 AV0607  HISTORY     - 1934     GOOD             CGS
 AV0607  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0607  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0607
 AV0607                          STATION DESCRIPTION
 AV0607
 AV0607'DESCRIBED BY US ENGINEERS 1933 (ERM)
 AV0607'A TRAVERSE STATION ESTABLISHED BY THE U.S.E.  IT IS ABOUT 3.4
 AV0607'MILES E OF THE INTERSECTION OF INTRACOASTAL CANAL AND THE
 AV0607'VERMILION RIVER.  THIS IS STATION 155 PLUS 00 OF THE ENGINEER
 AV0607'TRAVERSE.
 AV0607'
 AV0607'STATION MARK IS A 2-INCH GALVANIZED PIPE SET IN CONCRETE,
 AV0607'APPROXIMATELY 35 FEET FROM N BANK INLAND WATERWAY AND
 AV0607'APPROXIMATELY 1/2 MILE W OF ONION BAYOU.  OFFSET EXACTLY 100
 AV0607'FEET FROM CENTER LINE OF INLAND WATERWAY.
 AV0607'
 AV0607'TWO STANDARD BRONZE DISK REFERENCE MARKS WERE ESTABLISHED,
 AV0607'EACH IN 8- BY 8-INCH CONCRETE BLOCKS ANCHORED TO 2- BY 4-INCH
 AV0607'CYPRESS STAKES DRIVEN INTO THE MARSH.
 AV0607
 AV0607                          STATION RECOVERY (1934)
 AV0607
 AV0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AV0607'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS
 AV0607'2.9 STATUTE MILES E OF THE INTERSECTION OF THE INTRACOASTAL
 AV0607'CANAL AND VERMILION RIVER AND 865 METERS E OF THE E BANK OF
 AV0607'ONION BAYOU.  IT IS LOCATED ON THE N BANK OF THE INTRACOASTAL
 AV0607'CANAL, 8 METERS FROM THE BANK ON LOW GROUND COVERED BY WILD
 AV0607'PEA VINES.
 AV0607'
 AV0607'THE STATION MARK IS A 2-INCH GALVANIZED PIPE SET IN CONCRETE
 AV0607'EXTENDING ABOUT 18 INCHES ABOVE THE SURFACE OF THE GROUND.
 AV0607'IT IS STATION 155+00 OF THE U.S.E. BASE LINE OF THE INTRACOASTAL
 AV0607'CANAL AND IS 100 FEET FROM THE CENTER LINE OF THE CANAL.
 AV0607'
 AV0607'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND THE
 AV0607'DISTANCES TO THEM VERIFIED.
 AV0607
 AV0607                          STATION RECOVERY (1947)
 AV0607
 AV0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0607'STATION NOT RECOVERED.  SEARCH WAS MADE IN VICINITY, BUT
 AV0607'DUE TO HEAVY GROWTH OF PEA VINES AND CANE IT IS POSSIBLE STATION
 AV0607'STILL EXISTS.  THE STATION AND REFERENCE MARKS MIGHT BE FOUND
 AV0607'BY MORE EXTENSIVE SURVEY.
 AV0607
 AV0607                          STATION RECOVERY (1948)
 AV0607
 AV0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0607'THE AREA WAS THOROUGHLY SEARCHED, BUT THE STATION COULD NOT
 AV0607'BE FOUND.  IT IS BELIEVED THAT THE STATION HAS BEEN DESTROYED
 AV0607'BY EROSION ALONG THE CANAL BANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2951 ***********************************************************************
 BH2951  DESIGNATION -  BM 4
 BH2951  PID         -  BH2951
 BH2951  STATE/COUNTY-  LA/WASHINGTON
 BH2951  USGS QUAD   -  HENLEYFIELD (1983)
 BH2951
 BH2951                         *CURRENT SURVEY CONTROL
 BH2951  ___________________________________________________________________
 BH2951* NAD 83(1992)-  30 42 21.03445(N)    089 50 51.50460(W)     ADJUSTED  
 BH2951* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BH2951  ___________________________________________________________________
 BH2951  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 BH2951  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BH2951
 BH2951  HORZ ORDER  -  SECOND
 BH2951
 BH2951.The horizontal coordinates were established by classical geodetic methods
 BH2951.and adjusted by the National Geodetic Survey in January 1993..
 BH2951
 BH2951.The orthometric height was scaled from a topographic map.
 BH2951
 BH2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2951
 BH2951.The geoid height was determined by GEOID03.
 BH2951
 BH2951;                    North         East     Units Scale Factor Converg.
 BH2951;SPC LA S     -   245,433.830 1,142,319.897   MT  1.00000125   +0 44 34.3
 BH2951;SPC LA S     -   805,227.49  3,747,761.20   sFT  1.00000125   +0 44 34.3
 BH2951;SPC MS E     -   134,105.262   202,835.707   MT  1.00006642   -0 31 04.7
 BH2951;SPC MS E     -   439,977.01    665,470.15   sFT  1.00006642   -0 31 04.7
 BH2951;UTM  16      - 3,400,465.334   227,261.989   MT  1.00051772   -1 27 18.0
 BH2951
 BH2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2951!SPC LA S     -   1.00000107  x   1.00000125  =   1.00000232
 BH2951!SPC MS E     -   1.00000107  x   1.00006642  =   1.00006749
 BH2951!UTM  16      -   1.00000107  x   1.00051772  =   1.00051880
 BH2951
 BH2951                          SUPERSEDED SURVEY CONTROL
 BH2951
 BH2951  NAD 83(1986)-  30 42 21.04763(N)    089 50 51.50022(W) AD(       ) 2
 BH2951  NAD 27      -  30 42 20.36984(N)    089 50 51.23545(W) AD(       ) 2
 BH2951
 BH2951.Superseded values are not recommended for survey control.
 BH2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2951.See file dsdata.txt to determine how the superseded data were derived.
 BH2951
 BH2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2726200465(NAD 83)
 BH2951_MARKER: DB = BENCH MARK DISK
 BH2951_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2951
 BH2951  HISTORY     - Date     Condition        Report By
 BH2951  HISTORY     - 1935     MONUMENTED       USE
 BH2951  HISTORY     - 1955     GOOD             CGS
 BH2951
 BH2951                          STATION DESCRIPTION
 BH2951
 BH2951'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2951'LOCATED 5 MI. S-SE OF BOGALUSA, 2.5 MI.
 BH2951'E OF RIO, ON THE W BANK OF PEARL RIVER, AT THE OLD POOLS BLUFF FERRY
 BH2951'LANDING, AND AT THE E EDGE OF A CULTIVATED FIELD ON LAND OWNED BY
 BH2951'MR. FLOYD SMITH. IT IS 15.85 FT N OF TRIANGULATION STATION POOLS,
 BH2951'19 FT. NW OF A FENCE LINE, 49 FT. NW OF THE CENTERLINE OF A ROAD,
 BH2951'153 FT. NE OF THE CENTERLINE OF A ROAD, AND 176 FT. N OF THE NW
 BH2951'CORNER OF A HOUSE OCCUPIED BY MR. MORAN. IT IS A 3-IN. DISK, SET
 BH2951'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND.
 BH2951'IT IS STAMPED PEARL RIVER USED BM NO 4 EL 69.9.
 BH2951'
 BH2951'TO REACH THE STATION FROM THE GULF, MOBILE AND OHIO RAILROAD STATION
 BH2951'IN BOGALUSA, GO E ON STATE HIGHWAY 35 FOR 0.35 MI. TO THE JUNCTION
 BH2951'OF STATE HIGHWAY 7, TURN RIGHT AND GO 0.50 MI. TO A T-ROAD LEFT,
 BH2951'TURN LEFT AND GO ABOUT 150 FT. TO THE MARK ON THE LEFT.
 BH2951'
 BH2951'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2348 ***********************************************************************
 AU2348  DESIGNATION -  BM 56
 AU2348  PID         -  AU2348
 AU2348  STATE/COUNTY-  LA/ST MARY
 AU2348  USGS QUAD   -  MORGAN CITY (1994)
 AU2348
 AU2348                         *CURRENT SURVEY CONTROL
 AU2348  ___________________________________________________________________
 AU2348* NAD 83(1992)-  29 41 31.96111(N)    091 12 55.93213(W)     ADJUSTED  
 AU2348* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2348  **This station is located in a subsidence area (see below).
 AU2348  ___________________________________________________________________
 AU2348  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2348  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU2348
 AU2348  HORZ ORDER  -  SECOND
 AU2348
 AU2348.The horizontal coordinates were established by classical geodetic methods
 AU2348.and adjusted by the National Geodetic Survey in January 1993..
 AU2348
 AU2348 ** The orthometric height has not been validated since last determined
 AU2348 ** by differential leveling and should not be used for control purposes.
 AU2348 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2348 ** area with valid NAVD 88 orthometric heights.
 AU2348 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2348 ** epoch indicated which incorporates improved geoid heights for the
 AU2348 ** Southern Louisiana Subsidence area.
 AU2348 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2348.The orthometric height was scaled from a topographic map.
 AU2348
 AU2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2348
 AU2348.The geoid height was determined by GEOID03.
 AU2348
 AU2348;                    North         East     Units Scale Factor Converg.
 AU2348;SPC LA S     -   132,156.322 1,011,399.984   MT  0.99994016   +0 03 32.0
 AU2348;SPC LA S     -   433,582.87  3,318,234.78   sFT  0.99994016   +0 03 32.0
 AU2348;UTM  15      - 3,286,012.714   672,650.293   MT  0.99996780   +0 53 02.9
 AU2348
 AU2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2348!SPC LA S     -   1.00000371  x   0.99994016  =   0.99994387
 AU2348!UTM  15      -   1.00000371  x   0.99996780  =   0.99997151
 AU2348
 AU2348                          SUPERSEDED SURVEY CONTROL
 AU2348
 AU2348  NAD 83(1986)-  29 41 31.98502(N)    091 12 55.92887(W) AD(       ) 2
 AU2348  NAD 27      -  29 41 31.23700(N)    091 12 55.55700(W) AD(       ) 2
 AU2348
 AU2348.Superseded values are not recommended for survey control.
 AU2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2348.See file dsdata.txt to determine how the superseded data were derived.
 AU2348
 AU2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7265086013(NAD 83)
 AU2348_MARKER: B = BOLT
 AU2348_SETTING: 0 = UNSPECIFIED SETTING
 AU2348
 AU2348  HISTORY     - Date     Condition        Report By
 AU2348  HISTORY     - 1931     MONUMENTED       MRC
 AU2348  HISTORY     - 1942     GOOD             LOCENG
 AU2348
 AU2348                          STATION DESCRIPTION
 AU2348
 AU2348'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931
 AU2348'STATION IS ON THE RIGHT BANK OF BERWICK BAY, IN THE TOWN OF
 AU2348'BERWICK, IN T 15 S, R 12 E, OF THE LOUISIANA MERIDIAN, ON
 AU2348'PROPERTY OF THE SOUTHERN PACIFIC COMPANY ABOUT 125 METERS
 AU2348'(410 FEET) E OF THE BERWICK RAILROAD STATION, 160.2 FEET N
 AU2348'OF THE CENTER OF THE SOUTHERN PACIFIC TRACKS AT A POINT 15
 AU2348'METERS (50 FEET) W OF THE W ABUTMENT OF A SMALL ROAD UNDERPASS
 AU2348'NEAR THE W END OF THE RAILROAD BRIDGE, 25 FEET W OF THE W
 AU2348'SIDE OF FRONT STREET, 18 FEET S OF THE S SIDE OF RAILROAD
 AU2348'AVENUE, 74 FEET N OF THE W SUPPORT OF AN OIL TANK, 72 FEET
 AU2348'W OF THE RIVER BANK, ON LINE WITH THE E FACE OF THE
 AU2348'HOUSE OWNED BY THE ESTATE OF SIMON LEOPOLD AND OCCUPIED BY
 AU2348'MRS. FARET AND 59 FEET FROM THE SE CORNER OF THE HOUSE.
 AU2348'
 AU2348'THE STATION IS MARKED BY A BOLT IN A CONCRETE BLOCK, AND
 AU2348'IRON PIPE PROJECTING 10 INCHES.
 AU2348'
 AU2348'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 AU2348'OF THE W ABUTMENT OF THE RAILROAD BRIDGE, IS ON THE N SIDE
 AU2348'OF THE SMALL ROAD UNDERPASS, 3 FEET N AND 1 FOOT LOWER THAN
 AU2348'THE N RAIL OF THE RAILROAD, AND 160.53 FEET (48.93 METERS)
 AU2348'FROM THE STATION S 32 DEG 50 MIN E.  THE MORGAN
 AU2348'CITY MUNICIPAL TANK IS APPROXIMATELY 0.47 MILE FROM THE
 AU2348'STATION N 68 DEG 57 MIN E.  ELEVATIONS GULF
 AU2348'LEVEL, CAP ON PIPE, 7.542 FEET, BOLT IN CONCRETE BLOCK, 3.556
 AU2348'FEET.
 AU2348
 AU2348                          STATION RECOVERY (1942)
 AU2348
 AU2348'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942 (HAH)
 AU2348'LETTERS OF MR. H.A. HUNT, INSPECTOR T. AND N. O.R.R.CO.,
 AU2348'MORGAN CITY, LA.  DATED 12/3/41 TO 2/3/42.
 AU2348'
 AU2348'THE RAISING OF THE BERWICK BAY BRIDGE AND RECONSTRUCTION OF
 AU2348'PIERS AND ABUTMENTS AT MORGAN CITY AND BERWICK, LOUISIANA,
 AU2348'MADE IT NECESSARY TO REMOVE THE REFERENCE MARK OF P.B.M. 56.
 AU2348'
 AU2348'MARK WAS IN THE NE CORNER OF THE N WING WALL OF THE W ABUTMENT
 AU2348'OF THE SOUTHERN PACIFIC COMPANYS BERWICK BAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5253 ***********************************************************************
 BJ5253  DESIGNATION -  BM 7
 BJ5253  PID         -  BJ5253
 BJ5253  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5253  USGS QUAD   -  FORDOCHE (1969)
 BJ5253
 BJ5253                         *CURRENT SURVEY CONTROL
 BJ5253  ___________________________________________________________________
 BJ5253* NAD 83(1992)-  30 33 19.37763(N)    091 35 56.22312(W)     ADJUSTED  
 BJ5253* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 BJ5253  ___________________________________________________________________
 BJ5253  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5253  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5253
 BJ5253  HORZ ORDER  -  SECOND
 BJ5253
 BJ5253.The horizontal coordinates were established by classical geodetic methods
 BJ5253.and adjusted by the National Geodetic Survey in January 1993..
 BJ5253
 BJ5253.The orthometric height was scaled from a topographic map.
 BJ5253
 BJ5253.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5253
 BJ5253.The geoid height was determined by GEOID03.
 BJ5253
 BJ5253;                    North         East     Units Scale Factor Converg.
 BJ5253;SPC LA S     -   227,860.468   974,516.185   MT  0.99997243   -0 07 58.1
 BJ5253;SPC LA S     -   747,572.22  3,197,225.18   sFT  0.99997243   -0 07 58.1
 BJ5253;UTM  15      - 3,381,164.187   634,375.701   MT  0.99982275   +0 42 44.5
 BJ5253
 BJ5253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5253!SPC LA S     -   1.00000305  x   0.99997243  =   0.99997548
 BJ5253!UTM  15      -   1.00000305  x   0.99982275  =   0.99982580
 BJ5253
 BJ5253                          SUPERSEDED SURVEY CONTROL
 BJ5253
 BJ5253  NAD 83(1986)-  30 33 19.39675(N)    091 35 56.21839(W) AD(       ) 2
 BJ5253  NAD 27      -  30 33 18.70719(N)    091 35 55.80617(W) AD(       ) 2
 BJ5253
 BJ5253.Superseded values are not recommended for survey control.
 BJ5253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5253.See file dsdata.txt to determine how the superseded data were derived.
 BJ5253
 BJ5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3437681164(NAD 83)
 BJ5253_MARKER: P = PIPE CAP
 BJ5253_SETTING: 0 = UNSPECIFIED SETTING
 BJ5253
 BJ5253  HISTORY     - Date     Condition        Report By
 BJ5253  HISTORY     - 1929     MONUMENTED       USE
 BJ5253  HISTORY     - 1960     GOOD             CGS
 BJ5253
 BJ5253                          STATION DESCRIPTION
 BJ5253
 BJ5253'DESCRIBED BY US ENGINEERS 1929
 BJ5253'IN THE VILLAGE OF BLANKS, A SMALL SETTLEMENT ON THE MISSOURI
 BJ5253'PACIFIC RAILROAD AND STATE HIGHWAY 7, ABOUT 200 YARDS W OF THE
 BJ5253'RAILROAD STATION, 99 FEET S OF THE CENTER LINE OF THE HIGHWAY, 39
 BJ5253'FEET N OF THE N RAIL OF THE RAILROAD, 97 FEET E OF A RAILROAD
 BJ5253'STOP SIGN, 60 FEET NE OF THE NE CORNER OF A RAILROAD TRESTLE
 BJ5253'AND 9 FEET NE OF A TELEGRAPH POLE.  THE STATION IS MARKED BY A
 BJ5253'BRONZE CAP ON A PIPE ABOVE AND A COPPER BOLT IN A TILE BELOW.
 BJ5253'STATION BOMER IS 71.592 METERS (234.88 FEET) FROM THE STATION
 BJ5253'N 18 DEG 23 MIN E. ELEVATIONS--GULF LEVEL,
 BJ5253'CAP ON PIPE, 28.275 FEET.  BOLT IN TILE, 24.239 FEET.
 BJ5253
 BJ5253                          STATION RECOVERY (1960)
 BJ5253
 BJ5253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5253'THE STATION WAS VISITED 1-28-60 AND WAS FOUND IN GOOD CONDITION.
 BJ5253'
 BJ5253'THE STATION IS LOCATED ABOUT 9.0 MILES EAST ALONG U.S. HIGHWAY
 BJ5253'190 FROM KROTZ SPRINGS 2.5 MILES WEST OF LIVONIA, IN THE SMALL
 BJ5253'COMMUNITY OF BLANKS, BETWEEN THE TRACKS AND U.S. HIGHWAY 190
 BJ5253'AND EAST OF A SIDEROAD LEADING SOUTHWEST.  IT IS 40 FEET NORTH
 BJ5253'OF THE NORTH RAIL OF THE TRACKS, 61 FEET NORTHEAST OF THE
 BJ5253'NORTHEAST CORNER OF RAILROAD BRIDGE NO. 619.8, 9 FEET NORTHEAST
 BJ5253'OF A TELEGRAPH OLE, AND 8 FEET SOUTHEAST OF THE EDGE OF A
 BJ5253'SMALL BAYOU.  IT IS A STANDARD U.S. ARMY ENGINEERS CAP RIVITED
 BJ5253'ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 18 INCHES.  THE CAP
 BJ5253'IS NOT STAMPED.
 BJ5253'
 BJ5253'TO REACH THE STATION FROM THE EAST END OF THE ATCHAFALYA RIVER
 BJ5253'BRIDGE AT KROTZ SPRINGS GO EAST ON U.S. HIGHWAY 190 FOR 8.5
 BJ5253'MILES TO A DIAGONAL CROSSROADS, AND THE MARK IN THE SOUTHEAST
 BJ5253'ANGLE OF THE CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2277 ***********************************************************************
 BJ2277  DESIGNATION -  BM 88 LADH
 BJ2277  PID         -  BJ2277
 BJ2277  STATE/COUNTY-  LA/ST MARTIN
 BJ2277  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2277
 BJ2277                         *CURRENT SURVEY CONTROL
 BJ2277  ___________________________________________________________________
 BJ2277* NAD 83(1986)-  30 21 39.     (N)    091 39 43.     (W)     SCALED    
 BJ2277* NAVD 88     -         7.38   (+/-2cm)      24.2    (feet)  VERTCON   
 BJ2277  ___________________________________________________________________
 BJ2277  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2277
 BJ2277  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2277
 BJ2277.The horizontal coordinates were scaled from a topographic map and have
 BJ2277.an estimated accuracy of +/- 6 seconds.
 BJ2277
 BJ2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2277.The vertical order pertains to the NGVD 29 superseded value.
 BJ2277
 BJ2277.The geoid height was determined by GEOID03.
 BJ2277
 BJ2277;                    North         East    Units  Estimated Accuracy
 BJ2277;SPC LA S     -   206,310.      968,410.      MT  (+/- 180 meters Scaled)
 BJ2277
 BJ2277                          SUPERSEDED SURVEY CONTROL
 BJ2277
 BJ2277  NGVD 29 (??/??/??)    7.386  (m)           24.23   (f) ADJUSTED    1 2
 BJ2277
 BJ2277.Superseded values are not recommended for survey control.
 BJ2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2277.See file dsdata.txt to determine how the superseded data were derived.
 BJ2277
 BJ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP285595(NAD 83)
 BJ2277_MARKER: S = SPIKE
 BJ2277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2277_SP_SET: TREE
 BJ2277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2277
 BJ2277  HISTORY     - Date     Condition        Report By
 BJ2277  HISTORY     - UNK      MONUMENTED       LADH
 BJ2277  HISTORY     - 1965     GOOD             CGS
 BJ2277
 BJ2277                          STATION DESCRIPTION
 BJ2277
 BJ2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2277'9.85 MI NE FROM BUTTE LA ROSE.
 BJ2277'ABOUT 6.1 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT
 BJ2277'LANDING AT BUTTE LA ROSE, THENCE 3.75 MILES EAST ALONG A ROW OF POWER
 BJ2277'POLES, IN FRACTIONAL SECTION 74, T 8 S, R 8 E, ON AN ISLAND BETWEEN
 BJ2277'THE ATCHAFALAYA RIVER AND THE WHISKEY BAY PILOT CHANNEL, ABOUT 30
 BJ2277'YARDS SOUTH OF THE CENTER LINE OF A TRAIL ROAD, A RAILROAD SPIKE
 BJ2277'DRIVEN IN THE SIDE OF AN 8-INCH CYPRESS TREE, ABOUT 6 INCHES ABOVE THE
 BJ2277'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2278 ***********************************************************************
 BJ2278  DESIGNATION -  BM 90 LADH
 BJ2278  PID         -  BJ2278
 BJ2278  STATE/COUNTY-  LA/ST MARTIN
 BJ2278  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2278
 BJ2278                         *CURRENT SURVEY CONTROL
 BJ2278  ___________________________________________________________________
 BJ2278* NAD 83(1986)-  30 21 43.     (N)    091 39 27.     (W)     SCALED    
 BJ2278* NAVD 88     -         7.42   (+/-2cm)      24.3    (feet)  VERTCON   
 BJ2278  ___________________________________________________________________
 BJ2278  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2278
 BJ2278  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2278
 BJ2278.The horizontal coordinates were scaled from a topographic map and have
 BJ2278.an estimated accuracy of +/- 6 seconds.
 BJ2278
 BJ2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2278.The vertical order pertains to the NGVD 29 superseded value.
 BJ2278
 BJ2278.The geoid height was determined by GEOID03.
 BJ2278
 BJ2278;                    North         East    Units  Estimated Accuracy
 BJ2278;SPC LA S     -   206,430.      968,840.      MT  (+/- 180 meters Scaled)
 BJ2278
 BJ2278                          SUPERSEDED SURVEY CONTROL
 BJ2278
 BJ2278  NGVD 29 (??/??/??)    7.425  (m)           24.36   (f) ADJUSTED    1 2
 BJ2278
 BJ2278.Superseded values are not recommended for survey control.
 BJ2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2278.See file dsdata.txt to determine how the superseded data were derived.
 BJ2278
 BJ2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP290596(NAD 83)
 BJ2278_MARKER: S = SPIKE
 BJ2278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2278_SP_SET: TREE
 BJ2278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2278
 BJ2278  HISTORY     - Date     Condition        Report By
 BJ2278  HISTORY     - UNK      MONUMENTED       LADH
 BJ2278  HISTORY     - 1965     GOOD             CGS
 BJ2278
 BJ2278                          STATION DESCRIPTION
 BJ2278
 BJ2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2278'10.2 MI NE FROM BUTTE LA ROSE.
 BJ2278'ABOUT 6.1 MILES NORTH ALONG A LEVEE AND A DIRT ROAD FROM THE BOAT
 BJ2278'LANDING AT BUTTE LA ROSE, THENCE 4.1 MILES EAST ALONG A DOUBLE ROW OF
 BJ2278'POWER POLES, IN FRACTIONAL SECTION 74, T 8 S, R 8 E, ON AN ISLAND
 BJ2278'BETWEEN THE ATCHAFALAYA RIVER AND THE WHISKEY BAY PILOT CHANNEL, ABOUT
 BJ2278'90 YARDS WEST OF POWER POLE NUMBER 257-237, ABOUT 30 YARDS SOUTH OF
 BJ2278'THE CENTER LINE OF A TRAIL ROAD, A RAILROAD SPIKE DRIVEN IN THE SIDE
 BJ2278'OF AN 8-INCH CYPRESS TREE, ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5233 ***********************************************************************
 BJ5233  DESIGNATION -  BM A
 BJ5233  PID         -  BJ5233
 BJ5233  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5233  USGS QUAD   -  INNIS (1994)
 BJ5233
 BJ5233                         *CURRENT SURVEY CONTROL
 BJ5233  ___________________________________________________________________
 BJ5233* NAD 83(1992)-  30 57 24.21021(N)    091 39 58.66035(W)     ADJUSTED  
 BJ5233* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 BJ5233  ___________________________________________________________________
 BJ5233  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ5233  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ5233
 BJ5233  HORZ ORDER  -  SECOND
 BJ5233
 BJ5233.The horizontal coordinates were established by classical geodetic methods
 BJ5233.and adjusted by the National Geodetic Survey in January 1993..
 BJ5233
 BJ5233.The orthometric height was scaled from a topographic map.
 BJ5233
 BJ5233.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5233
 BJ5233.The geoid height was determined by GEOID03.
 BJ5233
 BJ5233;                    North         East     Units Scale Factor Converg.
 BJ5233;SPC LA S     -   272,372.736   968,184.422   MT  1.00006467   -0 09 59.3
 BJ5233;SPC LA S     -   893,609.55  3,176,451.72   sFT  1.00006467   -0 09 59.3
 BJ5233;SPC MS W     -   162,241.268   572,639.988   MT  1.00015001   -0 41 08.7
 BJ5233;SPC MS W     -   532,286.56  1,878,736.36   sFT  1.00015001   -0 41 08.7
 BJ5233;SPC LA N     -    50,947.786 1,079,661.893   MT  1.00005423   +0 26 26.8
 BJ5233;SPC LA N     -   167,151.19  3,542,190.73   sFT  1.00005423   +0 26 26.8
 BJ5233;UTM  15      - 3,425,568.733   627,386.525   MT  0.99980017   +0 41 10.1
 BJ5233
 BJ5233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5233!SPC LA S     -   1.00000222  x   1.00006467  =   1.00006689
 BJ5233!SPC MS W     -   1.00000222  x   1.00015001  =   1.00015223
 BJ5233!SPC LA N     -   1.00000222  x   1.00005423  =   1.00005645
 BJ5233!UTM  15      -   1.00000222  x   0.99980017  =   0.99980239
 BJ5233
 BJ5233                          SUPERSEDED SURVEY CONTROL
 BJ5233
 BJ5233  NAD 83(1986)-  30 57 24.22736(N)    091 39 58.65463(W) AD(       ) 2
 BJ5233  NAD 27      -  30 57 23.57982(N)    091 39 58.22779(W) AD(       ) 2
 BJ5233
 BJ5233.Superseded values are not recommended for survey control.
 BJ5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5233.See file dsdata.txt to determine how the superseded data were derived.
 BJ5233
 BJ5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2738725569(NAD 83)
 BJ5233_MARKER: P = PIPE CAP
 BJ5233_SETTING: 0 = UNSPECIFIED SETTING
 BJ5233
 BJ5233  HISTORY     - Date     Condition        Report By
 BJ5233  HISTORY     - 1919     MONUMENTED       MRC
 BJ5233  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5233
 BJ5233                          STATION DESCRIPTION
 BJ5233
 BJ5233'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1919 (LHZ)
 BJ5233'ON RIGHT BANK OF MISSISSIPPI RIVER, BACK OF RED RIVER LANDING,
 BJ5233'ON SMALL RIDGE, IN EXTERIOR ANGLE OF FENCES 7 METERS (23 FEET)
 BJ5233'SE OF CABIN ON LAND OF M.F. RODECH, 100 METERS (328 FEET)
 BJ5233'BACK OF LEVEE, ABOUT 400 METERS (1,312 FEET) BACK OF RIVER BANK,
 BJ5233'AND 90 METERS (295 FEET) BACK OF JUNCTION WHERE ROAD FROM
 BJ5233'LANDING CROSSES LEVEE AND JOINS ROAD BACK OF LEVEE.
 BJ5233'
 BJ5233'STATION MARKED AT THE SURFACE BY A MISSISSIPPI RIVER COMMISSION
 BJ5233'BRASS CAP IN A 4-INCH STEEL PIPE 4 FEET LONG, AND UNDERGROUND
 BJ5233'BY A COPPER BOLT IN AN 18-INCH SQUARE VITRIFIED TILE 4 INCHES
 BJ5233'THICK.
 BJ5233
 BJ5233                          STATION RECOVERY (1957)
 BJ5233
 BJ5233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5233'A THOROUGH SEARCH WAS MADE FOR THE STATION, BUT DUE TO THE
 BJ5233'NATURE OF THE PREVIOUS DESCRIPTION THE STATION COULD NOT BE
 BJ5233'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1982 ***********************************************************************
 BJ1982  DESIGNATION -  BM AR 15 E BOLT USE
 BJ1982  PID         -  BJ1982
 BJ1982  STATE/COUNTY-  LA/IBERVILLE
 BJ1982  USGS QUAD   -  PIGEON (1980)
 BJ1982
 BJ1982                         *CURRENT SURVEY CONTROL
 BJ1982  ___________________________________________________________________
 BJ1982* NAD 83(1986)-  30 06 59.     (N)    091 17 14.     (W)     SCALED    
 BJ1982* NAVD 88     -         0.72   (+/-2cm)       2.4    (feet)  VERTCON   
 BJ1982  ___________________________________________________________________
 BJ1982  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BJ1982
 BJ1982  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1982
 BJ1982.The horizontal coordinates were scaled from a topographic map and have
 BJ1982.an estimated accuracy of +/- 6 seconds.
 BJ1982
 BJ1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1982.The vertical order pertains to the NGVD 29 superseded value.
 BJ1982
 BJ1982.The geoid height was determined by GEOID03.
 BJ1982
 BJ1982;                    North         East    Units  Estimated Accuracy
 BJ1982;SPC LA S     -   179,170.    1,004,440.      MT  (+/- 180 meters Scaled)
 BJ1982
 BJ1982                          SUPERSEDED SURVEY CONTROL
 BJ1982
 BJ1982  NGVD 29 (??/??/??)    0.757  (m)            2.48   (f) ADJUSTED    1 2
 BJ1982
 BJ1982.Superseded values are not recommended for survey control.
 BJ1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1982.See file dsdata.txt to determine how the superseded data were derived.
 BJ1982
 BJ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP650329(NAD 83)
 BJ1982_MARKER: B = BOLT
 BJ1982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1982_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1982_STAMPING: BM A R 15 E
 BJ1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1982
 BJ1982  HISTORY     - Date     Condition        Report By
 BJ1982  HISTORY     - UNK      MONUMENTED       DOD
 BJ1982  HISTORY     - 1965     GOOD             CGS
 BJ1982
 BJ1982                          STATION DESCRIPTION
 BJ1982
 BJ1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1982'4.1 MI N FROM PIGEON.
 BJ1982'ABOUT 4.1 MILES NORTH ALONG STATE ROAD 75 FROM THE NORTH END OF A
 BJ1982'BRIDGE OVER LOWER GRAND RIVER IN A WOODED AREA AT PIGEON, 129 FEET
 BJ1982'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 89 FEET SOUTH OF A POWER
 BJ1982'POLE NUMBERED 14, 10 FEET SOUTHEAST OF A 12-INCH OAK TREE WITH A
 BJ1982'WITNESS SHIELD ON ITS SIDE, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD,
 BJ1982'A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 2.5 FEET UNDER
 BJ1982'THE GROUND, ACCESS TO WHICH IS HAD TRHOUGH AN IRON PIPE WHICH PROJECTS
 BJ1982'16 INCHES AND BEARS A CORPS OF ENGINEERS CAP.  NOTE-- THIS MARK IS
 BJ1982'ALSO 5.35 MILES SOUTHEAST OF BAYOU SORREL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1981 ***********************************************************************
 BJ1981  DESIGNATION -  BM AR 15 E CAP USE
 BJ1981  PID         -  BJ1981
 BJ1981  STATE/COUNTY-  LA/IBERVILLE
 BJ1981  USGS QUAD   -  PIGEON (1980)
 BJ1981
 BJ1981                         *CURRENT SURVEY CONTROL
 BJ1981  ___________________________________________________________________
 BJ1981* NAD 83(1986)-  30 06 59.     (N)    091 17 14.     (W)     SCALED    
 BJ1981* NAVD 88     -         1.96   (+/-2cm)       6.4    (feet)  VERTCON   
 BJ1981  ___________________________________________________________________
 BJ1981  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BJ1981
 BJ1981  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1981
 BJ1981.The horizontal coordinates were scaled from a topographic map and have
 BJ1981.an estimated accuracy of +/- 6 seconds.
 BJ1981
 BJ1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1981.The vertical order pertains to the NGVD 29 superseded value.
 BJ1981
 BJ1981.The geoid height was determined by GEOID03.
 BJ1981
 BJ1981;                    North         East    Units  Estimated Accuracy
 BJ1981;SPC LA S     -   179,170.    1,004,440.      MT  (+/- 180 meters Scaled)
 BJ1981
 BJ1981                          SUPERSEDED SURVEY CONTROL
 BJ1981
 BJ1981  NGVD 29 (??/??/??)    1.993  (m)            6.54   (f) ADJUSTED    1 2
 BJ1981
 BJ1981.Superseded values are not recommended for survey control.
 BJ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1981.See file dsdata.txt to determine how the superseded data were derived.
 BJ1981
 BJ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP650329(NAD 83)
 BJ1981_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1981_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1981_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1981_STAMPING: BM A R 15 E
 BJ1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1981
 BJ1981  HISTORY     - Date     Condition        Report By
 BJ1981  HISTORY     - UNK      MONUMENTED       DOD
 BJ1981  HISTORY     - 1965     GOOD             CGS
 BJ1981
 BJ1981                          STATION DESCRIPTION
 BJ1981
 BJ1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1981'4.1 MI N FROM PIGEON.
 BJ1981'ABOUT 4.1 MILES NORTH ALONG STATE ROAD 75 FROM THE NORTH END OF A
 BJ1981'BRIDGE OVER LOWER GRAND RIVER IN A WOODED AREA AT PIGEON, 129 FEET
 BJ1981'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 89 FEET SOUTH OF A POWER
 BJ1981'POLE NUMBERED 14, 10 FEET SOUTHEAST OF A 12-INCH OAK TREE WITH A
 BJ1981'WITNESS SHIELD ON ITS SIDE, ABOUT 5 FEET BELOW LEVEL OF THE ROAD, AN
 BJ1981'IRON PIPE WHICH PROJECTS 16 INCHES AND BEARS A CORPS OF ENGINEERS CAP.
 BJ1981'NOTE-- THIS MARK IS ALSO 5.35 MILES SOUTHEAST OF BAYOU SORREL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1427 ***********************************************************************
 BW1427  DESIGNATION -  BM P 1 BOLT
 BW1427  PID         -  BW1427
 BW1427  STATE/COUNTY-  LA/FRANKLIN
 BW1427  USGS QUAD   -  WISNER (1983)
 BW1427
 BW1427                         *CURRENT SURVEY CONTROL
 BW1427  ___________________________________________________________________
 BW1427* NAD 83(1986)-  31 57 26.     (N)    091 39 23.     (W)     SCALED    
 BW1427* NAVD 88     -        21.30   (+/-2cm)      69.9    (feet)  VERTCON   
 BW1427  ___________________________________________________________________
 BW1427  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1427
 BW1427  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1427
 BW1427.The horizontal coordinates were scaled from a topographic map and have
 BW1427.an estimated accuracy of +/- 6 seconds.
 BW1427
 BW1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1427.The vertical order pertains to the NGVD 29 superseded value.
 BW1427
 BW1427.The geoid height was determined by GEOID03.
 BW1427
 BW1427;                    North         East    Units  Estimated Accuracy
 BW1427;SPC LA N     -   161,880.    1,079,750.      MT  (+/- 180 meters Scaled)
 BW1427
 BW1427                          SUPERSEDED SURVEY CONTROL
 BW1427
 BW1427  NGVD 29 (??/??/92)   21.309  (m)           69.91   (f) ADJ UNCH    1 2
 BW1427
 BW1427.Superseded values are not recommended for survey control.
 BW1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1427.See file dsdata.txt to determine how the superseded data were derived.
 BW1427
 BW1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR269364(NAD 83)
 BW1427_MARKER: B = BOLT
 BW1427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1427_SP_SET: CONCRETE SLAB
 BW1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1427
 BW1427  HISTORY     - Date     Condition        Report By
 BW1427  HISTORY     - UNK      MONUMENTED       DOD
 BW1427  HISTORY     - 1966     GOOD             NGS
 BW1427
 BW1427                          STATION DESCRIPTION
 BW1427
 BW1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1427'1.65 MI S FROM WISNER.
 BW1427'1.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE MISSOURI PACIFIC
 BW1427'RAILROAD STATION AT WISNER, IN SECTION 4, T 11 N, R 8 E, 404 FEET
 BW1427'NORTH OF THE CROSSING OF THE HIGHWAY AND THE MISSOURI PACIFIC
 BW1427'RAILROAD, 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 112 FEET
 BW1427'WEST OF THE WEST RAIL, 14 FEET NORTH OF A POWER POLE, 0.5 FOOT WEST OF
 BW1427'A METAL WITNESS POST, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BW1427'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH
 BW1427'IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1426 ***********************************************************************
 BW1426  DESIGNATION -  BM P 1 CAP
 BW1426  PID         -  BW1426
 BW1426  STATE/COUNTY-  LA/FRANKLIN
 BW1426  USGS QUAD   -  WISNER (1983)
 BW1426
 BW1426                         *CURRENT SURVEY CONTROL
 BW1426  ___________________________________________________________________
 BW1426* NAD 83(1986)-  31 57 25.     (N)    091 39 23.     (W)     SCALED    
 BW1426* NAVD 88     -        22.53   (+/-2cm)      73.9    (feet)  VERTCON   
 BW1426  ___________________________________________________________________
 BW1426  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1426
 BW1426  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1426
 BW1426.The horizontal coordinates were scaled from a topographic map and have
 BW1426.an estimated accuracy of +/- 6 seconds.
 BW1426
 BW1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1426.The vertical order pertains to the NGVD 29 superseded value.
 BW1426
 BW1426.The geoid height was determined by GEOID03.
 BW1426
 BW1426;                    North         East    Units  Estimated Accuracy
 BW1426;SPC LA N     -   161,850.    1,079,750.      MT  (+/- 180 meters Scaled)
 BW1426
 BW1426                          SUPERSEDED SURVEY CONTROL
 BW1426
 BW1426  NGVD 29 (??/??/92)   22.541  (m)           73.95   (f) ADJ UNCH    1 2
 BW1426
 BW1426.Superseded values are not recommended for survey control.
 BW1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1426.See file dsdata.txt to determine how the superseded data were derived.
 BW1426
 BW1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR269364(NAD 83)
 BW1426_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1426_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1426_STAMPING: BM P 1
 BW1426_MARK LOGO: USE   
 BW1426_MAGNETIC: P = MARKER IS A STEEL PIPE
 BW1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1426+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 BW1426
 BW1426  HISTORY     - Date     Condition        Report By
 BW1426  HISTORY     - UNK      MONUMENTED       DOD
 BW1426  HISTORY     - 1966     GOOD             NGS
 BW1426  HISTORY     - 19971028 GOOD             LADTD
 BW1426
 BW1426                          STATION DESCRIPTION
 BW1426
 BW1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1426'1.65 MI S FROM WISNER.
 BW1426'1.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE MISSOURI PACIFIC
 BW1426'RAILROAD STATION AT WISNER, IN SECTION 4, T 11 N, R 8 E, 404 FEET
 BW1426'NORTH OF THE CROSSING OF THE HIGHWAY AND THE MISSOURI PACIFIC
 BW1426'RAILROAD, 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 112 FEET
 BW1426'WEST OF THE WEST RAIL, 14 FEET NORTH OF A POWER POLE, 0.5 FOOT WEST OF
 BW1426'A METAL WITNESS POST, A 3-INCH IRON PIPE BEARING A BRASS CAP AND
 BW1426'PROJECTING 1 FOOT.
 BW1426
 BW1426                          STATION RECOVERY (1997)
 BW1426
 BW1426'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 BW1426'THE STATION IS LOCATED ABOUT 1.95 MI (3.14 KM) SOUTH OF WISNER AND
 BW1426'9.05 MI (14.56 KM) NORTH OF SICILY ISLAND.  OWNERSHIP--LOUISIANA
 BW1426'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION
 BW1426'FROM THE EAST JUNCTION OF STATE HIGHWAYS 15 AND 562 IN WISNER, GO
 BW1426'SOUTH FOR 1.95 MI (3.14 KM) ON HIGHWAY 15 TO THE STATION SET ON THE
 BW1426'RIGHT.  THE STATION IS 57.0 FT (17.4 M) EAST FROM THE CENTER OF OLD
 BW1426'HIGHWAY 15, 14.0 FT (4.3 M) NORTH FROM A POWER POLE, 0.5 FT (15.2 CM)
 BW1426'WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, PROJECTING 1.0 FT
 BW1426'(0.3 M) ABOVE THE GROUND SURFACE AND ABOUT LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2599 ***********************************************************************
 BJ2599  DESIGNATION -  BM SIMMESPORT GAGE USE
 BJ2599  PID         -  BJ2599
 BJ2599  STATE/COUNTY-  LA/AVOYELLES
 BJ2599  USGS QUAD   -  SIMMESPORT (1969)
 BJ2599
 BJ2599                         *CURRENT SURVEY CONTROL
 BJ2599  ___________________________________________________________________
 BJ2599* NAD 83(1986)-  30 59 04.     (N)    091 48 02.     (W)     SCALED    
 BJ2599* NAVD 88     -        14.50   (+/-2cm)      47.6    (feet)  VERTCON   
 BJ2599  ___________________________________________________________________
 BJ2599  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ2599
 BJ2599  VERT ORDER  -  ? (See Below)
 BJ2599
 BJ2599.The horizontal coordinates were scaled from a topographic map and have
 BJ2599.an estimated accuracy of +/- 6 seconds.
 BJ2599
 BJ2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2599.The vertical order pertains to the NGVD 29 superseded value.
 BJ2599
 BJ2599.The geoid height was determined by GEOID03.
 BJ2599
 BJ2599;                    North         East    Units  Estimated Accuracy
 BJ2599;SPC LA N     -    53,930.    1,066,810.      MT  (+/- 180 meters Scaled)
 BJ2599
 BJ2599                          SUPERSEDED SURVEY CONTROL
 BJ2599
 BJ2599  NGVD 29 (??/??/??)   14.482  (m)           47.51   (f) ADJUSTED    ?  
 BJ2599
 BJ2599.Superseded values are not recommended for survey control.
 BJ2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2599.See file dsdata.txt to determine how the superseded data were derived.
 BJ2599
 BJ2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ145284(NAD 83)
 BJ2599_MARKER: S = SPIKE
 BJ2599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2599_SP_SET: TREE
 BJ2599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2599
 BJ2599  HISTORY     - Date     Condition        Report By
 BJ2599  HISTORY     - UNK      MONUMENTED       DOD
 BJ2599  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2599
 BJ2599                          STATION DESCRIPTION
 BJ2599
 BJ2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2599'IN SIMMESPORT.
 BJ2599'BM IS BOAT SPIKE IN A TRIANGLE BLAZE, 0.7 IN. ABOVE GROUND IN SE FACE
 BJ2599'OF A 36 FT. LOCUST TREE.  APPROXIMATELY 210 IN. SOUTH OF L. AND A.
 BJ2599'R.R.  16 IN. SE OF SOUTH CORNER OF HOUSE OWNED BY MRS. WILBERT
 BJ2599'NORMAND.  APPROXIMATELY 1,000 IN. R.S. OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0142 ***********************************************************************
 AT0142  DESIGNATION -  BM TOWER 11 USE
 AT0142  PID         -  AT0142
 AT0142  STATE/COUNTY-  LA/PLAQUEMINES
 AT0142  USGS QUAD   -  DIXON BAY (1971)
 AT0142
 AT0142                         *CURRENT SURVEY CONTROL
 AT0142  ___________________________________________________________________
 AT0142* NAD 83(1986)-  29 04 11.     (N)    089 17 40.     (W)     SCALED    
 AT0142* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 AT0142  ___________________________________________________________________
 AT0142  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AT0142
 AT0142  VERT ORDER  -  THIRD (See Below)
 AT0142
 AT0142.The horizontal coordinates were scaled from a topographic map and have
 AT0142.an estimated accuracy of +/- 6 seconds.
 AT0142
 AT0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0142.The vertical order pertains to the NGVD 29 superseded value.
 AT0142
 AT0142.The geoid height was determined by GEOID03.
 AT0142
 AT0142;                    North         East    Units  Estimated Accuracy
 AT0142;SPC LA S     -    64,920.    1,198,530.      MT  (+/- 180 meters Scaled)
 AT0142
 AT0142                          SUPERSEDED SURVEY CONTROL
 AT0142
 AT0142  NGVD 29 (??/??/??)    1.69   (m)            5.5    (f) RESET       3  
 AT0142
 AT0142.Superseded values are not recommended for survey control.
 AT0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0142.See file dsdata.txt to determine how the superseded data were derived.
 AT0142
 AT0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT766178(NAD 83)
 AT0142_MARKER: DB = BENCH MARK DISK
 AT0142_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0142_SP_SET: 67 FEET
 AT0142_STAMPING: TOWER 11 1976
 AT0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0142
 AT0142  HISTORY     - Date     Condition        Report By
 AT0142  HISTORY     - 1976     MONUMENTED       USE
 AT0142  HISTORY     - 1976     GOOD             NGS
 AT0142
 AT0142                          STATION DESCRIPTION
 AT0142
 AT0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0142'8.3 MI SW FROM PILOTTOWN.
 AT0142'LOCATED 2.5 MILES SOUTHWEST ALONG THE MISSISSIPPI RIVER FROM THE BAR
 AT0142'PILOT LOOKOUT TOWER AT PILOTTOWN, THENCE 5.8 MILES SOUTHWEST ALONG
 AT0142'SOUTHWEST PASS TO TOWER NO. 11 ON THE LEFT.  IT IS IN THE CENTER OF
 AT0142'THE TOWER, 100 FEET EAST OF THE EAST BANK OF SOUTHWEST PASS.  IT AN
 AT0142'NGS DISK BRAZED ON A COPPER WELD ROD DRIVEN TO THE DEPTH OF 67 FEET,
 AT0142'ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0146 ***********************************************************************
 AT0146  TIDAL BM    -  This is a Tidal Bench Mark.
 AT0146  DESIGNATION -  BM TOWER 13 USE
 AT0146  PID         -  AT0146
 AT0146  STATE/COUNTY-  LA/PLAQUEMINES
 AT0146  USGS QUAD   -  DIXON BAY (1971)
 AT0146
 AT0146                         *CURRENT SURVEY CONTROL
 AT0146  ___________________________________________________________________
 AT0146* NAD 83(1986)-  29 03 29.     (N)    089 18 21.     (W)     SCALED    
 AT0146* NAVD 88     -         2.61   (+/-2cm)       8.6    (feet)  VERTCON   
 AT0146  ___________________________________________________________________
 AT0146  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AT0146
 AT0146  VERT ORDER  -  THIRD (See Below)
 AT0146
 AT0146.The horizontal coordinates were scaled from a topographic map and have
 AT0146.an estimated accuracy of +/- 6 seconds.
 AT0146
 AT0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0146.The vertical order pertains to the NGVD 29 superseded value.
 AT0146
 AT0146.This Tidal Bench Mark is designated as VM 7105
 AT0146.by the Center for Operational Oceanographic Products and Services.
 AT0146
 AT0146.This Tidal Bench Mark is designated as VM 7112
 AT0146.by the Center for Operational Oceanographic Products and Services.
 AT0146
 AT0146.The geoid height was determined by GEOID03.
 AT0146
 AT0146;                    North         East    Units  Estimated Accuracy
 AT0146;SPC LA S     -    63,610.    1,197,450.      MT  (+/- 180 meters Scaled)
 AT0146
 AT0146                          SUPERSEDED SURVEY CONTROL
 AT0146
 AT0146  NGVD 29 (??/??/??)    2.69   (m)            8.8    (f) RESET       3  
 AT0146
 AT0146.Superseded values are not recommended for survey control.
 AT0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0146.See file dsdata.txt to determine how the superseded data were derived.
 AT0146
 AT0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT755166(NAD 83)
 AT0146_MARKER: DB = BENCH MARK DISK
 AT0146_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0146_SP_SET: 32 FEET
 AT0146_STAMPING: TOWER NO 13 1976
 AT0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0146
 AT0146  HISTORY     - Date     Condition        Report By
 AT0146  HISTORY     - 1976     MONUMENTED       USE
 AT0146  HISTORY     - 1976     GOOD             NGS
 AT0146
 AT0146                          STATION DESCRIPTION
 AT0146
 AT0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0146'9.3 MI SW FROM PILOTTOWN.
 AT0146'LOCATED 2.5 MILES SOUTH ALONG MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0146'LOOKOUT TOWER AT PILOTTOWN, THENCE 7.10 MILES SOUTHWEST ALONG
 AT0146'SOUTHWEST PASS TO THE TOWER NO. 13 ON THE LEFT.  IT IS 130 FEET
 AT0146'LANDSIDE FROM THE EAST BANK OF THE SOUTHWEST PASS, IN THE CENTER OF
 AT0146'THE TOWER.  IT IS AN NGS BENCH MARK DISK BRAZED ON A COPPER WELD ROD
 AT0146'DRIVEN TO THE DEPTH OF 32 FEET, ENCASED IN A 4-INCH PLASTIC PIPE
 AT0146'PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0154 ***********************************************************************
 AT0154  DESIGNATION -  BM TOWER 17 USE
 AT0154  PID         -  AT0154
 AT0154  STATE/COUNTY-  LA/PLAQUEMINES
 AT0154  USGS QUAD   -  DIXON BAY (1971)
 AT0154
 AT0154                         *CURRENT SURVEY CONTROL
 AT0154  ___________________________________________________________________
 AT0154* NAD 83(1986)-  29 01 32.     (N)    089 19 52.     (W)     SCALED    
 AT0154* NAVD 88     -         0.67   (+/-2cm)       2.2    (feet)  VERTCON   
 AT0154  ___________________________________________________________________
 AT0154  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AT0154
 AT0154  VERT ORDER  -  THIRD (See Below)
 AT0154
 AT0154.The horizontal coordinates were scaled from a topographic map and have
 AT0154.an estimated accuracy of +/- 6 seconds.
 AT0154
 AT0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0154.The vertical order pertains to the NGVD 29 superseded value.
 AT0154
 AT0154.The geoid height was determined by GEOID03.
 AT0154
 AT0154;                    North         East    Units  Estimated Accuracy
 AT0154;SPC LA S     -    59,960.    1,195,050.      MT  (+/- 180 meters Scaled)
 AT0154
 AT0154                          SUPERSEDED SURVEY CONTROL
 AT0154
 AT0154  NGVD 29 (??/??/??)    0.74   (m)            2.4    (f) RESET       3  
 AT0154
 AT0154.Superseded values are not recommended for survey control.
 AT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0154.See file dsdata.txt to determine how the superseded data were derived.
 AT0154
 AT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT729130(NAD 83)
 AT0154_MARKER: DB = BENCH MARK DISK
 AT0154_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0154_SP_SET: 71 FEET
 AT0154_STAMPING: TOWER NO 17 1976
 AT0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0154
 AT0154  HISTORY     - Date     Condition        Report By
 AT0154  HISTORY     - 1976     MONUMENTED       USE
 AT0154  HISTORY     - 1976     GOOD             NGS
 AT0154
 AT0154                          STATION DESCRIPTION
 AT0154
 AT0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0154'12.4 MI SW FROM PILOTTOWN.
 AT0154'LOCATED 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0154'LOOKOUT TOWER AT PILOTTOWN, THENCE 9.9 MILES SOUTHWEST ALONG SOUTHWEST
 AT0154'PASS TO TOWER NO. 17 ON THE LEFT.  THE MARK IS IN THE CENTER OF THE
 AT0154'TOWER, 125 FEET EAST OF THE EAST BANK OF SOUTHWEST PASS AND 75 FEET
 AT0154'EAST OF A RETAINING SAND DIKE.  IT IS AN NGS DISK BRAZED ON A
 AT0154'COOPERWELD ROD DRIVEN TO THE DEPTH OF 71 FEET, ENCASED IN A 4-INCH
 AT0154'PLASTIC PIPE PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0136 ***********************************************************************
 AT0136  DESIGNATION -  BM TOWER 8 USE
 AT0136  PID         -  AT0136
 AT0136  STATE/COUNTY-  LA/PLAQUEMINES
 AT0136  USGS QUAD   -  DIXON BAY (1971)
 AT0136
 AT0136                         *CURRENT SURVEY CONTROL
 AT0136  ___________________________________________________________________
 AT0136* NAD 83(1986)-  29 05 33.     (N)    089 16 30.     (W)     SCALED    
 AT0136* NAVD 88     -         0.21   (+/-2cm)       0.7    (feet)  VERTCON   
 AT0136  ___________________________________________________________________
 AT0136  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AT0136
 AT0136  VERT ORDER  -  THIRD (See Below)
 AT0136
 AT0136.The horizontal coordinates were scaled from a topographic map and have
 AT0136.an estimated accuracy of +/- 6 seconds.
 AT0136
 AT0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0136.The vertical order pertains to the NGVD 29 superseded value.
 AT0136
 AT0136.The geoid height was determined by GEOID03.
 AT0136
 AT0136;                    North         East    Units  Estimated Accuracy
 AT0136;SPC LA S     -    67,480.    1,200,380.      MT  (+/- 180 meters Scaled)
 AT0136
 AT0136                          SUPERSEDED SURVEY CONTROL
 AT0136
 AT0136  NGVD 29 (??/??/??)    0.29   (m)            1.0    (f) RESET       3  
 AT0136
 AT0136.Superseded values are not recommended for survey control.
 AT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0136.See file dsdata.txt to determine how the superseded data were derived.
 AT0136
 AT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT785203(NAD 83)
 AT0136_MARKER: DB = BENCH MARK DISK
 AT0136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0136_SP_SET: 82 FEET
 AT0136_STAMPING: TOWER 8 1976
 AT0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0136
 AT0136  HISTORY     - Date     Condition        Report By
 AT0136  HISTORY     - 1976     MONUMENTED       USE
 AT0136  HISTORY     - 1976     GOOD             NGS
 AT0136
 AT0136                          STATION DESCRIPTION
 AT0136
 AT0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0136'6.2 MI SW FROM PILOTTOWN.
 AT0136'LOCATED 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0136'LOOKOUT TOWER AT PILOTTOWN, THENCE 3.7 MILES SOUTHWEST ALONG THE
 AT0136'SOUTHWEST PASS TO TOWER NO. 8 ON THE LEFT.  IT IS IN THE CENTER OF THE
 AT0136'TOWER 160 FEET EAST OF THE EAST BANK OF THE SOUTHWEST PASS, 75 FEET
 AT0136'LANDSIDE OVER THE WEST EDGE OF A SAND FILL AND ABOUT 75 FEET UPSTREAM
 AT0136'FROM THE UPSTREAM SIDE OF A NEW SWIFT OUTLET RUNNING FROM THE PASS
 AT0136'TOWARD CHEVRON TANK BATTERY E-I.  IT IS AN NGS DISK BRAZED ON THE TOP
 AT0136'OF A COPPERWELD ROD DRIVEN TO THE DEPTH OF 82 FEET ENCASED IN A 4-INCH
 AT0136'PLASTIC PIPE PROJECTING ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3108 ***********************************************************************
 CQ3108  DESIGNATION -  BM TT 11 L
 CQ3108  PID         -  CQ3108
 CQ3108  STATE/COUNTY-  LA/RED RIVER
 CQ3108  USGS QUAD   -  HARMON (1980)
 CQ3108
 CQ3108                         *CURRENT SURVEY CONTROL
 CQ3108  ___________________________________________________________________
 CQ3108* NAD 83(1992)-  32 06 25.74653(N)    093 23 32.23465(W)     ADJUSTED  
 CQ3108* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 CQ3108  ___________________________________________________________________
 CQ3108  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CQ3108  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3108
 CQ3108  HORZ ORDER  -  SECOND
 CQ3108
 CQ3108.The horizontal coordinates were established by classical geodetic methods
 CQ3108.and adjusted by the National Geodetic Survey in January 1993..
 CQ3108
 CQ3108.The orthometric height was scaled from a topographic map.
 CQ3108
 CQ3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3108
 CQ3108.The geoid height was determined by GEOID03.
 CQ3108
 CQ3108;                    North         East     Units Scale Factor Converg.
 CQ3108;SPC LA N     -   178,539.946   915,790.836   MT  0.99992018   -0 28 18.3
 CQ3108;SPC LA N     -   585,759.81  3,004,557.10   sFT  0.99992018   -0 28 18.3
 CQ3108;UTM  15      - 3,552,380.106   462,989.388   MT  0.99961689   -0 12 30.6
 CQ3108
 CQ3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3108!SPC LA N     -   0.99999465  x   0.99992018  =   0.99991483
 CQ3108!UTM  15      -   0.99999465  x   0.99961689  =   0.99961154
 CQ3108
 CQ3108                          SUPERSEDED SURVEY CONTROL
 CQ3108
 CQ3108  NAD 83(1986)-  32 06 25.76073(N)    093 23 32.22871(W) AD(       ) 2
 CQ3108  NAD 27      -  32 06 25.18524(N)    093 23 31.60507(W) AD(       ) 2
 CQ3108
 CQ3108.Superseded values are not recommended for survey control.
 CQ3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3108.See file dsdata.txt to determine how the superseded data were derived.
 CQ3108
 CQ3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6298952380(NAD 83)
 CQ3108_MARKER: DB = BENCH MARK DISK
 CQ3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3108
 CQ3108  HISTORY     - Date     Condition        Report By
 CQ3108  HISTORY     - 1969     MONUMENTED       USGS
 CQ3108
 CQ3108                          STATION DESCRIPTION
 CQ3108
 CQ3108'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (LGB)
 CQ3108'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF HALL SUMMIT,
 CQ3108'6 MILES NORTHWEST OF COUSHATTA ON LAND OWNED BY MR. D.I. DUPREE.
 CQ3108'
 CQ3108'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 71 AND
 CQ3108'U.S. HIGHWAY 84 IN THE SOUTHWEST SECTION OF COUSHATTA, GO NORTH ON
 CQ3108'U.S. HIGHWAY 71 FOR 0.15 MILES TO THE U.S. POST OFFICE.  CONTINUE
 CQ3108'NORTHEAST ON HIGHWAY FOR 0.15 MILE TO A RAILROAD
 CQ3108'CROSSING.  CONTINUE AHEAD NORTHEAST FOR 0.5 MILE TO JUNCTION
 CQ3108'U.S. HIGHWAY 71 AND U.S. HIGHWAY 71 BY-PASS.  TURN LEFT AND GO
 CQ3108'NORTH FOR 0.9 MILE TO A SIDEROAD RIGHT (STATE HIGHWAY 7).
 CQ3108'CONTINUE NORTH ON U.S. HIGHWAY 71 FOR 5.55 MILES.
 CQ3108'
 CQ3108'MARK IS A STANDARD USGS BENCH MARK DISK, STAMPED TT 11 L 1958,
 CQ3108'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS
 CQ3108'4 INCHES.  IT IS 48 FEET SOUTHWEST OF THE INTERSECTION OF
 CQ3108'U.S. HIGHWAY 71 AND STATE HIGHWAY 515, 35 FEET SOUTHEAST OF AN
 CQ3108'18-INCH PINE TREE AND 5 FEET NORTH-NORTHWEST OF A POWERLINE
 CQ3108'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2864 ***********************************************************************
 CQ2864  DESIGNATION -  BM TT 63 L
 CQ2864  PID         -  CQ2864
 CQ2864  STATE/COUNTY-  LA/JACKSON
 CQ2864  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ2864
 CQ2864                         *CURRENT SURVEY CONTROL
 CQ2864  ___________________________________________________________________
 CQ2864* NAD 83(1992)-  32 09 12.63941(N)    092 44 55.34236(W)     ADJUSTED  
 CQ2864* NAVD 88     -        82.09   (+/-2cm)     269.3    (feet)  VERTCON   
 CQ2864  ___________________________________________________________________
 CQ2864  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ2864  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ2864
 CQ2864  HORZ ORDER  -  SECOND
 CQ2864  VERT ORDER  -  THIRD ? (See Below)
 CQ2864
 CQ2864.The horizontal coordinates were established by classical geodetic methods
 CQ2864.and adjusted by the National Geodetic Survey in January 1993..
 CQ2864
 CQ2864.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2864.The vertical order pertains to the NGVD 29 superseded value.
 CQ2864
 CQ2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2864
 CQ2864.The geoid height was determined by GEOID03.
 CQ2864
 CQ2864;                    North         East     Units Scale Factor Converg.
 CQ2864;SPC LA N     -   183,360.509   976,540.032   MT  0.99992318   -0 07 53.4
 CQ2864;SPC LA N     -   601,575.27  3,203,865.09   sFT  0.99992318   -0 07 53.4
 CQ2864;UTM  15      - 3,557,479.085   523,696.442   MT  0.99960692   +0 08 01.5
 CQ2864
 CQ2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2864!SPC LA N     -   0.99999114  x   0.99992318  =   0.99991432
 CQ2864!UTM  15      -   0.99999114  x   0.99960692  =   0.99959806
 CQ2864
 CQ2864                          SUPERSEDED SURVEY CONTROL
 CQ2864
 CQ2864  NAD 83(1986)-  32 09 12.65366(N)    092 44 55.33209(W) AD(       ) 2
 CQ2864  NAD 27      -  32 09 12.08472(N)    092 44 54.78006(W) AD(       ) 2
 CQ2864  NGVD 29 (07/19/86)   82.14   (m)          269.5    (f) LEVELING    3  
 CQ2864
 CQ2864.Superseded values are not recommended for survey control.
 CQ2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2864.See file dsdata.txt to determine how the superseded data were derived.
 CQ2864
 CQ2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2369657479(NAD 83)
 CQ2864_MARKER: DB = BENCH MARK DISK
 CQ2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2864
 CQ2864  HISTORY     - Date     Condition        Report By
 CQ2864  HISTORY     - 1971     MONUMENTED       USGS
 CQ2864
 CQ2864                          STATION DESCRIPTION
 CQ2864
 CQ2864'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (JCA)
 CQ2864'THE STATION IS LOCATED ABOUT 7-1/4 MILES NORTHWEST OF DODSON,
 CQ2864'6-1/2 MILES SOUTHWEST OF JONESBORO, 2-3/4 MILES WEST OF WYATT
 CQ2864'IN SECTION 35, T 14 N, R 4 W AND ON THE PROPERTY OF MR. ARCHIE
 CQ2864'BARNES, RURAL ROUTE 2, BOX 275, JONESBORO, LOUISIANA.
 CQ2864'
 CQ2864'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 505
 CQ2864'AND U.S. HIGHWAY 167 IN WYATT, GO SOUTHWEST ON STATE HIGHWAY
 CQ2864'505 FOR 2.7 MILES TO A PAVED ROAD RIGHT IN THE VILLAGE OF
 CQ2864'GANSVILLE, JUST BEFORE REACHING THE JUNCTION OF STATE HIGHWAY
 CQ2864'1234.  TURN RIGHT AND GO NORTHERLY AND WESTERLY FOR 1.05 MILES
 CQ2864'ON PAVED AND GRAVELED ROAD TO A GRAVELED ROAD RIGHT.  TURN
 CQ2864'RIGHT AND GO NORTHWEST AND NORTH ON A GRAVELED ROAD FOR 0.85
 CQ2864'MILE TO THE STATION.
 CQ2864'
 CQ2864'BM TT 63 L (USGS), IS A STANDARD DISK STAMPED TT 63 1943 SET
 CQ2864'IN THE TOP OF A 4-INCH SQUARE CONCRETE POST FLUSH WITH THE
 CQ2864'GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER OF THE
 CQ2864'GRAVELED ROAD, 30 FEET NORTHEAST OF A 12-INCH PINE
 CQ2864'TREE, 15 FEET NORTH OF A POWERLINE POLE AND 9 FEET SOUTH OF
 CQ2864'A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2744 ***********************************************************************
 BJ2744  DESIGNATION -  BM USE
 BJ2744  PID         -  BJ2744
 BJ2744  STATE/COUNTY-  LA/ST LANDRY
 BJ2744  USGS QUAD   -  PALMETTO (1994)
 BJ2744
 BJ2744                         *CURRENT SURVEY CONTROL
 BJ2744  ___________________________________________________________________
 BJ2744* NAD 83(1986)-  30 43 03.     (N)    091 53 32.     (W)     SCALED    
 BJ2744* NAVD 88     -        10.85   (+/-2cm)      35.6    (feet)  VERTCON   
 BJ2744  ___________________________________________________________________
 BJ2744  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2744
 BJ2744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2744
 BJ2744.The horizontal coordinates were scaled from a topographic map and have
 BJ2744.an estimated accuracy of +/- 6 seconds.
 BJ2744
 BJ2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2744.The vertical order pertains to the NGVD 29 superseded value.
 BJ2744
 BJ2744.The geoid height was determined by GEOID03.
 BJ2744
 BJ2744;                    North         East    Units  Estimated Accuracy
 BJ2744;SPC LA S     -   245,930.      946,470.      MT  (+/- 180 meters Scaled)
 BJ2744
 BJ2744                          SUPERSEDED SURVEY CONTROL
 BJ2744
 BJ2744  NGVD 29 (??/??/??)   10.842  (m)           35.57   (f) ADJUSTED    2 0
 BJ2744
 BJ2744.Superseded values are not recommended for survey control.
 BJ2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2744.See file dsdata.txt to determine how the superseded data were derived.
 BJ2744
 BJ2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP060988(NAD 83)
 BJ2744_MARKER: P = PIPE CAP
 BJ2744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2744_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2744+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BJ2744
 BJ2744  HISTORY     - Date     Condition        Report By
 BJ2744  HISTORY     - UNK      MONUMENTED       DOD
 BJ2744  HISTORY     - 1960     GOOD             CGS
 BJ2744  HISTORY     - 20040328 GOOD             USPSQD
 BJ2744  HISTORY     - 20060315 GOOD             USPSQD
 BJ2744
 BJ2744                          STATION DESCRIPTION
 BJ2744
 BJ2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BJ2744'1.0 MI E FROM PALMETTO.
 BJ2744'LOCATED 1 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BJ2744'RAILROAD STATION AT PALMETTO, ABOUT 0.1 MILE WEST OF A LEVEE CROSSING
 BJ2744'THE TRACKS, 71 FEET SOUTHEAST OF SIGNAL NO. 138.2, 25.5 FEET SOUTH OF
 BJ2744'THE 4TH POLE WEST OF MILEPOST 138, 61.5 FEET SOUTH OF THE SOUTH RAIL
 BJ2744'OF THE TRACKS, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE 37 FEET
 BJ2744'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 147 FEET WEST OF THE
 BJ2744'NORTHWEST CORNER OF A BRIDGE OVER COMPANY CANAL.  IT IS A STANDARD
 BJ2744'CORP OF ENGINEERS BRASS CAP RIVITED ON THE TOP OF A 4-INCH IRON PIPE.
 BJ2744
 BJ2744                          STATION RECOVERY (2004)
 BJ2744
 BJ2744'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ2744'RECOVERED IN GOOD CONDITION.
 BJ2744
 BJ2744                          STATION RECOVERY (2006)
 BJ2744
 BJ2744'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BJ2744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1270 ***********************************************************************
 BK1270  DESIGNATION -  BM USE
 BK1270  PID         -  BK1270
 BK1270  STATE/COUNTY-  LA/BEAUREGARD
 BK1270  USGS QUAD   -  DERIDDER (1994)
 BK1270
 BK1270                         *CURRENT SURVEY CONTROL
 BK1270  ___________________________________________________________________
 BK1270* NAD 83(1986)-  30 49 55.     (N)    093 19 49.     (W)     SCALED    
 BK1270* NAVD 88     -        60.60   (+/-2cm)     198.8    (feet)  VERTCON   
 BK1270  ___________________________________________________________________
 BK1270  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK1270
 BK1270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1270
 BK1270.This mark is at Beauregard Parish Airport (DRI)
 BK1270
 BK1270.The horizontal coordinates were scaled from a topographic map and have
 BK1270.an estimated accuracy of +/- 6 seconds.
 BK1270
 BK1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1270.The vertical order pertains to the NGVD 29 superseded value.
 BK1270
 BK1270.The geoid height was determined by GEOID03.
 BK1270
 BK1270;                    North         East    Units  Estimated Accuracy
 BK1270;SPC LA S     -   260,160.      808,950.      MT  (+/- 180 meters Scaled)
 BK1270
 BK1270                          SUPERSEDED SURVEY CONTROL
 BK1270
 BK1270  NGVD 29 (??/??/??)   60.763  (m)          199.35   (f) ADJUSTED    2 0
 BK1270
 BK1270.Superseded values are not recommended for survey control.
 BK1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1270.See file dsdata.txt to determine how the superseded data were derived.
 BK1270
 BK1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ684110(NAD 83)
 BK1270_MARKER: P = PIPE CAP
 BK1270_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BK1270_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BK1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1270
 BK1270  HISTORY     - Date     Condition        Report By
 BK1270  HISTORY     - UNK      MONUMENTED       DOD
 BK1270  HISTORY     - 1945     GOOD             CGS
 BK1270  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BK1270
 BK1270                          STATION DESCRIPTION
 BK1270
 BK1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 BK1270'IN DE RIDDER.
 BK1270'AT DE RIDDER ARMY AIR BASE, BEAUREGARD PARISH, AT THE INTERSECTION OF
 BK1270'FOURTH AND B STREETS, 24 FEET WEST OF THE CENTERLINE OF FOURTH STREET,
 BK1270'AND 18 FEET NORTH OF THE CENTERLINE OF B STREET.  THE TOP OF A CAP ON
 BK1270'TOP OF AN IRON PIPE PROJECTING 9 INCHES ABOVE GROUND.
 BK1270
 BK1270                          STATION RECOVERY (2001)
 BK1270
 BK1270'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2499 ***********************************************************************
 BJ2499  DESIGNATION -  BOAGNI CAP
 BJ2499  PID         -  BJ2499
 BJ2499  STATE/COUNTY-  LA/ST LANDRY
 BJ2499  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2499
 BJ2499                         *CURRENT SURVEY CONTROL
 BJ2499  ___________________________________________________________________
 BJ2499* NAD 83(1986)-  30 24 13.     (N)    091 42 28.     (W)     SCALED    
 BJ2499* NAVD 88     -         7.50   (+/-2cm)      24.6    (feet)  VERTCON   
 BJ2499  ___________________________________________________________________
 BJ2499  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2499
 BJ2499  VERT ORDER  -  ? (See Below)
 BJ2499
 BJ2499.The horizontal coordinates were scaled from a topographic map and have
 BJ2499.an estimated accuracy of +/- 6 seconds.
 BJ2499
 BJ2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2499.The vertical order pertains to the NGVD 29 superseded value.
 BJ2499
 BJ2499.The geoid height was determined by GEOID03.
 BJ2499
 BJ2499;                    North         East    Units  Estimated Accuracy
 BJ2499;SPC LA S     -   211,070.      964,020.      MT  (+/- 180 meters Scaled)
 BJ2499
 BJ2499                          SUPERSEDED SURVEY CONTROL
 BJ2499
 BJ2499  NGVD 29 (??/??/??)    7.508  (m)           24.63   (f) ADJUSTED    ?  
 BJ2499
 BJ2499.Superseded values are not recommended for survey control.
 BJ2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2499.See file dsdata.txt to determine how the superseded data were derived.
 BJ2499
 BJ2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP241642(NAD 83)
 BJ2499_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2499_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2499_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2499
 BJ2499  HISTORY     - Date     Condition        Report By
 BJ2499  HISTORY     - UNK      MONUMENTED       DOD
 BJ2499  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2499
 BJ2499                          STATION DESCRIPTION
 BJ2499
 BJ2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2499'11.5 MI SE FROM KROTZ SPRINGS.
 BJ2499'11.5 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2499'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1.3 MILES
 BJ2499'NORTHWEST OF THE MOUTH OF ALABAMA BAYOU, ABOUT 0.4 MILE SOUTH OF THE
 BJ2499'MOUTH OF INDIAN BAYOU, IN THE NE1/4 SEC. 36, T. 7 S., R. 7 E., 568
 BJ2499'FEET SOUTHWEST OF LEVEE STATION 2992+12.02, ON THE WEST BANK OF
 BJ2499'ATCHAFALAYA RIVER, IN HEAVY WOODS, 920.5 FEET SOUTHEAST OF P.B.M.
 BJ2499'BOTANY (U.S.E.), DESCRIBED ABOVE, ABOUT 800 FEET SOUTHEAST OF THE
 BJ2499'SOUTHEAST BANK OF INDIAN BAYOU AT A POINT ABOUT 0.8 MILE SOUTHWEST OF
 BJ2499'THE CONFLUENCE OF INDIAN BAYOU AND THE RIVER, 16 FEET NORTHWEST OF A
 BJ2499'12-INCH WILLOW TREE, 12 FEET SOUTHEAST OF A 10-INCH WILLOW TREE, AND 9
 BJ2499'FEET NORTHEAST OF A 10-INCH WILLOW TREE.  AN IRON PIPE BEARING A CORPS
 BJ2499'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0099 ***********************************************************************
 AV0099  DESIGNATION -  BOAT 2
 AV0099  PID         -  AV0099
 AV0099  STATE/COUNTY-  LA/VERMILION
 AV0099  USGS QUAD   -  PUMPKIN ISLANDS (1979)
 AV0099
 AV0099                         *CURRENT SURVEY CONTROL
 AV0099  ___________________________________________________________________
 AV0099* NAD 83(1992)-  29 37 31.34865(N)    092 20 39.32925(W)     ADJUSTED  
 AV0099* NAVD 88     -         1.09   (+/-2cm)       3.6  **(feet)  VERTCON   
 AV0099  **This station is located in a subsidence area (see below).
 AV0099  ___________________________________________________________________
 AV0099  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0099  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AV0099
 AV0099  HORZ ORDER  -  THIRD
 AV0099  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0099
 AV0099.The horizontal coordinates were established by classical geodetic methods
 AV0099.and adjusted by the National Geodetic Survey in January 1993..
 AV0099
 AV0099 ** The orthometric height has not been validated since last determined
 AV0099 ** by differential leveling and should not be used for control purposes.
 AV0099 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0099 ** area with valid NAVD 88 orthometric heights.
 AV0099 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0099 ** epoch indicated which incorporates improved geoid heights for the
 AV0099 ** Southern Louisiana Subsidence area.
 AV0099 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0099.The vertical order pertains to the NGVD 29 superseded value.
 AV0099
 AV0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0099
 AV0099.The geoid height was determined by GEOID03.
 AV0099
 AV0099;                    North         East     Units Scale Factor Converg.
 AV0099;SPC LA S     -   125,174.084   902,101.805   MT  0.99994708   -0 30 19.7
 AV0099;SPC LA S     -   410,675.31  2,959,645.67   sFT  0.99994708   -0 30 19.7
 AV0099;UTM  15      - 3,277,454.584   563,481.693   MT  0.99964972   +0 19 27.0
 AV0099
 AV0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0099!SPC LA S     -   1.00000388  x   0.99994708  =   0.99995096
 AV0099!UTM  15      -   1.00000388  x   0.99964972  =   0.99965360
 AV0099
 AV0099|---------------------------------------------------------------------|
 AV0099| PID    Reference Object                     Distance      Geod. Az  |
 AV0099|                                                           dddmmss.s |
 AV0099| AV0100 BOAT 2 RM 2                          24.082 METERS 16916     |
 AV0099| CV8750 BOAT 2 AZ MK                                       2343015.7 |
 AV0099| AV0098 BOAT 2 RM 1                          24.932 METERS 34718     |
 AV0099|---------------------------------------------------------------------|
 AV0099
 AV0099                          SUPERSEDED SURVEY CONTROL
 AV0099
 AV0099  NAD 83(1986)-  29 37 31.36753(N)    092 20 39.31512(W) AD(       ) 3
 AV0099  NAD 27      -  29 37 30.57900(N)    092 20 38.83700(W) AD(       ) 3
 AV0099  NGVD 29 (??/??/??)    1.091  (m)            3.58   (f) ADJUSTED    1 2
 AV0099
 AV0099.Superseded values are not recommended for survey control.
 AV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0099.See file dsdata.txt to determine how the superseded data were derived.
 AV0099
 AV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6348277455(NAD 83)
 AV0099_MARKER: DS = TRIANGULATION STATION DISK
 AV0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0099_STAMPING: BOAT 2 1955
 AV0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0099+STABILITY: SURFACE MOTION
 AV0099
 AV0099  HISTORY     - Date     Condition        Report By
 AV0099  HISTORY     - 1955     MONUMENTED       CGS
 AV0099  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AV0099  HISTORY     - 1965     GOOD             CGS
 AV0099
 AV0099                          STATION DESCRIPTION
 AV0099
 AV0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0099'THE STATION IS LOCATED AT THE EAST END OF PECAN ISLAND, ON
 AV0099'LAND BELONGING TO THE LOUISIANA FUR CORPORATION, AND IS 105
 AV0099'FEET SOUTHWEST OF THE END OF BOAT POINT CANAL, 12 FEET WEST
 AV0099'OF THE CANAL AND ON THE CREST OF THE LEVEE.  THE STATION IS
 AV0099'AT THE EASTERLY END OF AN OLD BEACH LINE AND TREE ROW.  NO
 AV0099'TREES ARE TO BE FOUND TO THE EAST OF THE STATION.
 AV0099'
 AV0099'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBER
 AV0099'14 AND 26, IN THE VILLAGE OF KAPLAN.  GO SOUTH, ON STATE
 AV0099'HIGHWAY NUMBER 26, FOR 20.2 MILES.  CROSS ON THE FERRY WHICH
 AV0099'SPANS THE OLD INTRACOASTAL CANAL AND CONTINUE SOUTH, ON
 AV0099'THE GRADED ROAD, FOR 8.5 MILES TO A T ROAD INTERSECTION.
 AV0099'TURN LEFT AND GO EASTERLY FOR 2.2 MILES TO BOAT POINT CANAL
 AV0099'AND THE STATION.
 AV0099'
 AV0099'THE STATION IS A STANDARD DISK, STAMPED BOAT 2 1955, SET
 AV0099'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 AV0099'
 AV0099'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED BOAT
 AV0099'2 1955, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 AV0099'WHICH IS ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 AV0099'
 AV0099'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BOAT
 AV0099'2 NO 1 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 AV0099'PROJECTS 2 INCHES.  IT IS LOCATED 26 FEET SOUTH OF A TRIANGULAR
 AV0099'BLAZED OAK TREE, 15 FEET WEST OF BOAT POINT CANAL AND AT
 AV0099'ABOUT THE SAME ELEVATION AS THE STATION.
 AV0099'
 AV0099'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BOAT
 AV0099'2 NO 2 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 AV0099'IS FLUSH WITH THE SURFACE OF THE SOIL.  IT IS LOCATED ON
 AV0099'THE CREST OF THE CANAL LEVEE, 100 FEET WEST OF A PIPE LINE,
 AV0099'15 FEET WEST OF BOAT POINT CANAL AND ABOUT 18 INCHES HIGHER
 AV0099'THAN THE STATION.
 AV0099'
 AV0099'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOAT 2 1955,
 AV0099'BRAZED TO THE TOP OF A 3 INCH IRON PIPE WHICH IS EMBEDDED
 AV0099'IN CONCRETE IN THE CENTER OF AN 8 INCH TILE PIPE WHICH PROJECTS
 AV0099'8 INCHES ABOVE THE SURFACE OF THE SOIL.  IT IS LOCATED ABOUT
 AV0099'0.2 MILE SOUTHWEST OF THE STATION, 0.15 MILE WEST OF BOAT
 AV0099'POINT CANAL AND 88 FEET SOUTH OF A TRIANGULAR BLAZED OAK TREE.
 AV0099
 AV0099                          STATION RECOVERY (1965)
 AV0099
 AV0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJ)
 AV0099'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 82 FROM THE SCHOOL
 AV0099'HOUSE AT PECAN ISLAND, THENCE 0.1 MILE SOUTH ALONG A SHELLED
 AV0099'ROAD, THENCE 4.65 MILES EAST-SOUTHEAST ALONG FRONT RIDGE
 AV0099'ROAD, THENCE 1.2 MILES EAST ALONG A PRIVATE SHELLED AND
 AV0099'PLANKED ROAD, THENCE 0.5 MILE EAST ALONG A RIDGE AND A ROW
 AV0099'OF TIMBER, IN SECTION 11, T 16 S, R 1 E, ON THE EAST END
 AV0099'OF PECAN ISLAND, AT THE NORTH END OF AN OLD ABANDONED CANAL,
 AV0099'ABOUT 0.2 MILE WEST OF A NORTH-SOUTH CANAL, ABOUT 0.1 SOUTH
 AV0099'OF AN EAST-WEST CANAL, SET IN THE CENTER OF THE TOP OF THE
 AV0099'WEST SPOIL BANK OF THE OLD CANAL, 80 FEET SOUTH OF THE NORTH
 AV0099'END OF THE OLD CANAL, 14 FEET WEST OF THE WEST BANK OF THE
 AV0099'OLD CANAL, 73 FEET SOUTH OF THE SOUTH EDGE OF THE
 AV0099'EAST-WEST TIMBER LINE, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 AV0099'WATER, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AV0099'INCHES.
 AV0099'
 AV0099'R.M. 1, STAMPED BOAT 2 NO 1 1955 81.8 FEET NORTH-NORTHWEST
 AV0099'OF BOAT 2 1955, 27 FEET WEST OF A LARGE LEANING OAK TREE,
 AV0099'AT THE EXTREME NORTH END OF THE OLD CANAL AND ABOUT ON LINE
 AV0099'WITH THE TIMBER LINE, SET IN THE TOP OF A CONCRETE POST
 AV0099'PROJECTING 2 FEET.
 AV0099'
 AV0099'R.M. 2, STAMPED BOAT 2 NO 2 1955, 159 FEET SOUTH OF THE
 AV0099'NORTH END OF THE OLD CANAL, 152 FEET SOUTH OF THE SOUTHEDGE
 AV0099'OF THE EAST-WEST TIMBER LINE, 16 FEET WEST OF THE WEST BANK
 AV0099'OF THE OLD CANAL, 79.0 FEET SOUTH-SOUTHEAST OF BOAT 2 1955,
 AV0099'SET IN THE CENTER OF THE TOP OF THE WEST SPOIL BANK OF THE
 AV0099'OLD CANAL, 1.2 FEET NORTH OF A WOODEN WITNESS POST, ABOUT
 AV0099'5 FEET ABOVE THE LEVEL OF THE WATER, AND SET IN THE TOP
 AV0099'OF A CONCRETE POST PROJECTING 1 INCH.
 AV0099
 AV0099                          STATION RECOVERY (1965)
 AV0099
 AV0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0099'7.05 MI ESE FROM PECAN ISLAND.
 AV0099'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE AT
 AV0099'PECAN ISLAND, THENCE 0.1 MILE SOUTH ALONG A SHELLED ROAD, THENCE 4.65
 AV0099'MILES EAST-SOUTHEAST ALONG FRONT RIDGE ROAD, THENCE 1.2 MILES EAST
 AV0099'ALONG A PRIVATE SHELLED AND PLANKED ROAD, THENCE 0.5 MILE EAST ALONG A
 AV0099'RIDGE AND A ROW OF TIMBER, IN SECTION 11, T 16 S, R 1 E, ON THE EAST
 AV0099'END OF PECAN ISLAND, AT THE NORTH END OF AN OLD ABANDONED CANAL, ABOUT
 AV0099'0.2 MILE WEST OF A NORTH-SOUTH CANAL, ABOUT 0.1 MILE SOUTH OF AN
 AV0099'EAST-WEST CANAL, SET IN THE CENTER OF THE TOP OF THE WEST SPOIL BANK
 AV0099'OF THE OLD CANAL, 80 FEET SOUTH OF THE NORTH END OF THE OLD CANAL, 14
 AV0099'FEET WEST OF THE WEST BANK OF THE OLD CANAL, 73 FEET SOUTH OF THE
 AV0099'SOUTH EDGE OF THE EAST-WEST TIMBER LINE, ABOUT 5 FEET ABOVE THE LEVEL
 AV0099'OF THE WATER, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2515 ***********************************************************************
 AU2515  DESIGNATION -  BOB TEX OIL CO 1960
 AU2515  PID         -  AU2515
 AU2515  STATE/COUNTY-  LA/IBERIA
 AU2515  USGS QUAD   -  MOUND POINT (1978)
 AU2515
 AU2515                         *CURRENT SURVEY CONTROL
 AU2515  ___________________________________________________________________
 AU2515* NAD 83(1992)-  29 24 54.96804(N)    091 51 19.98367(W)     ADJUSTED  
 AU2515* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2515  ___________________________________________________________________
 AU2515  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2515  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AU2515
 AU2515  HORZ ORDER  -  SECOND
 AU2515
 AU2515.The horizontal coordinates were established by classical geodetic methods
 AU2515.and adjusted by the National Geodetic Survey in January 1993..
 AU2515
 AU2515.The orthometric height was scaled from a topographic map.
 AU2515
 AU2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2515
 AU2515.The geoid height was determined by GEOID03.
 AU2515
 AU2515;                    North         East     Units Scale Factor Converg.
 AU2515;SPC LA S     -   101,569.581   949,321.704   MT  0.99997760   -0 15 40.0
 AU2515;SPC LA S     -   333,232.87  3,114,566.29   sFT  0.99997760   -0 15 40.0
 AU2515;UTM  15      - 3,254,539.908   611,024.647   MT  0.99975210   +0 33 43.7
 AU2515
 AU2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2515!SPC LA S     -   1.00000394  x   0.99997760  =   0.99998154
 AU2515!UTM  15      -   1.00000394  x   0.99975210  =   0.99975604
 AU2515
 AU2515:                Primary Azimuth Mark                     Grid Az
 AU2515:SPC LA S     -  MOUND POINT                              028 14 30.4
 AU2515:UTM  15      -  MOUND POINT                              027 25 06.7
 AU2515
 AU2515|---------------------------------------------------------------------|
 AU2515| PID    Reference Object                     Distance      Geod. Az  |
 AU2515|                                                           dddmmss.s |
 AU2515| AU2513 MOUND POINT                         APPROX. 7.2 KM 0275850.4 |
 AU2515|---------------------------------------------------------------------|
 AU2515
 AU2515                          SUPERSEDED SURVEY CONTROL
 AU2515
 AU2515  NAD 83(1986)-  29 24 54.99419(N)    091 51 19.97669(W) AD(       ) 2
 AU2515  NAD 27      -  29 24 54.20670(N)    091 51 19.54890(W) AD(       ) 2
 AU2515
 AU2515.Superseded values are not recommended for survey control.
 AU2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2515.See file dsdata.txt to determine how the superseded data were derived.
 AU2515
 AU2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1102554540(NAD 83)
 AU2515_MARKER: Z = SEE DESCRIPTION
 AU2515_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2515
 AU2515  HISTORY     - Date     Condition        Report By
 AU2515  HISTORY     - 1960     MONUMENTED       LOCENG
 AU2515
 AU2515                          STATION DESCRIPTION
 AU2515
 AU2515'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (JKW)
 AU2515'LOCATED IN THE GULF OF MEXICO, ABOUT 6 MILES SOUTH OF MOUND
 AU2515'POINT, AT THE SOUTH END OF SHELL KEYS.  THE STATION IS MARKED BY A
 AU2515'2 INCH PIPE SURROUNDED BY A MASS OF IRREGULAR CONCRETE.  THE
 AU2515'MARK IS COVERED AT HIGH WATER.
 AU2515'
 AU2515'STATION WAS ORIGINALLY ESTABLISHED AND MARKED BY THE TEXACO
 AU2515'OIL CO.
 AU2515'
 AU2515'STATION PROJECTS ABOUT 3 FEET ABOVE TOP OF REEF.
 AU2515'
 AU2515'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3070 ***********************************************************************
 AU3070  DESIGNATION -  BOCA
 AU3070  PID         -  AU3070
 AU3070  STATE/COUNTY-  LA/TERREBONNE
 AU3070  USGS QUAD   -  CENTRAL ISLES DERNIE (1994)
 AU3070
 AU3070                         *CURRENT SURVEY CONTROL
 AU3070  ___________________________________________________________________
 AU3070* NAD 83(1992)-  29 02 15.01337(N)    090 51 01.21263(W)     ADJUSTED  
 AU3070* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3070  ___________________________________________________________________
 AU3070  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3070  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AU3070
 AU3070  HORZ ORDER  -  SECOND
 AU3070
 AU3070.The horizontal coordinates were established by classical geodetic methods
 AU3070.and adjusted by the National Geodetic Survey in January 1993..
 AU3070
 AU3070.The orthometric height was scaled from a topographic map.
 AU3070
 AU3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3070
 AU3070.The geoid height was determined by GEOID03.
 AU3070
 AU3070;                    North         East     Units Scale Factor Converg.
 AU3070;SPC LA S     -    59,681.188 1,047,048.615   MT  1.00006592   +0 14 29.4
 AU3070;SPC LA S     -   195,804.03  3,435,192.00   sFT  1.00006592   +0 14 29.4
 AU3070;UTM  15      - 3,214,047.312   709,327.582   MT  1.00014075   +1 02 37.6
 AU3070
 AU3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3070!SPC LA S     -   1.00000378  x   1.00006592  =   1.00006970
 AU3070!UTM  15      -   1.00000378  x   1.00014075  =   1.00014453
 AU3070
 AU3070|---------------------------------------------------------------------|
 AU3070| PID    Reference Object                     Distance      Geod. Az  |
 AU3070|                                                           dddmmss.s |
 AU3070| DD6377 BOCA RM 1                            16.420 METERS 01111     |
 AU3070| DD6378 BOCA RM 2                            13.425 METERS 08845     |
 AU3070| AU3073 ILETTES                             APPROX.12.0 KM 3341733.3 |
 AU3070|---------------------------------------------------------------------|
 AU3070
 AU3070                          SUPERSEDED SURVEY CONTROL
 AU3070
 AU3070  NAD 83(1986)-  29 02 15.03567(N)    090 51 01.22413(W) AD(       ) 2
 AU3070  NAD 27      -  29 02 14.18700(N)    090 51 00.89100(W) AD(       ) 2
 AU3070
 AU3070.Superseded values are not recommended for survey control.
 AU3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3070.See file dsdata.txt to determine how the superseded data were derived.
 AU3070
 AU3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0932814047(NAD 83)
 AU3070_MARKER: Z = SEE DESCRIPTION
 AU3070_SETTING: 0 = UNSPECIFIED SETTING
 AU3070
 AU3070  HISTORY     - Date     Condition        Report By
 AU3070  HISTORY     - 1928     MONUMENTED       CGS
 AU3070  HISTORY     - 1934     MARK NOT FOUND   CGS
 AU3070  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3070
 AU3070                          STATION DESCRIPTION
 AU3070
 AU3070'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3070'STATION IS ABOUT 22 MILES ESE OF OYSTER BAYOU AND ABOUT 6 MILES
 AU3070'E OF THE W END OF ISLE DERNIERE.
 AU3070
 AU3070                          STATION RECOVERY (1934)
 AU3070
 AU3070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AU3070'IN 1934 THIS STATION WAS REPORTED LOST, BEING OVER 100 FEET INTO THE
 AU3070'GULF.
 AU3070
 AU3070                          STATION RECOVERY (1952)
 AU3070
 AU3070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3070'STATION WAS REPORTED LOST IN 1934 DUE TO THE EROSION OF THE
 AU3070'SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3072 ***********************************************************************
 CQ3072  DESIGNATION -  BODCAU
 CQ3072  PID         -  CQ3072
 CQ3072  STATE/COUNTY-  LA/BOSSIER
 CQ3072  USGS QUAD   -  CULLEN (1981)
 CQ3072
 CQ3072                         *CURRENT SURVEY CONTROL
 CQ3072  ___________________________________________________________________
 CQ3072* NAD 83(1992)-  32 53 52.63856(N)    093 29 51.06521(W)     ADJUSTED  
 CQ3072* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 CQ3072  ___________________________________________________________________
 CQ3072  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CQ3072  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ3072
 CQ3072  HORZ ORDER  -  FIRST
 CQ3072
 CQ3072.The horizontal coordinates were established by classical geodetic methods
 CQ3072.and adjusted by the National Geodetic Survey in September 1999..
 CQ3072
 CQ3072.The orthometric height was scaled from a topographic map.
 CQ3072
 CQ3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3072
 CQ3072.The geoid height was determined by GEOID03.
 CQ3072
 CQ3072;                    North         East     Units Scale Factor Converg.
 CQ3072;SPC LA N     -   266,317.249   906,667.194   MT  1.00006092   -0 31 38.6
 CQ3072;SPC LA N     -   873,742.51  2,974,623.95   sFT  1.00006092   -0 31 38.6
 CQ3072;SPC AR S     -   426,678.906   259,880.347   MT  1.00011341   -0 50 17.3
 CQ3072;SPC AR S     - 1,399,862.38    852,624.11   sFT  1.00011341   -0 50 17.3
 CQ3072;UTM  15      - 3,640,084.061   453,470.262   MT  0.99962669   -0 16 12.8
 CQ3072
 CQ3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3072!SPC LA N     -   0.99999328  x   1.00006092  =   1.00005420
 CQ3072!SPC AR S     -   0.99999328  x   1.00011341  =   1.00010669
 CQ3072!UTM  15      -   0.99999328  x   0.99962669  =   0.99961997
 CQ3072
 CQ3072|---------------------------------------------------------------------|
 CQ3072| PID    Reference Object                     Distance      Geod. Az  |
 CQ3072|                                                           dddmmss.s |
 CQ3072| CX5054 BODCAU RM 2                          33.632 METERS 07307     |
 CQ3072| CX5052 BODCAU AZ MK                                       1805229.2 |
 CQ3072| CX5053 BODCAU RM 1                          36.966 METERS 35601     |
 CQ3072|---------------------------------------------------------------------|
 CQ3072
 CQ3072                          SUPERSEDED SURVEY CONTROL
 CQ3072
 CQ3072  NAD 83(1992)-  32 53 52.64463(N)    093 29 51.05997(W) AD(       ) 1
 CQ3072  NAD 83(1986)-  32 53 52.64993(N)    093 29 51.05503(W) AD(       ) 1
 CQ3072  NAD 27      -  32 53 52.14800(N)    093 29 50.43000(W) AD(       ) 1
 CQ3072
 CQ3072.Superseded values are not recommended for survey control.
 CQ3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3072.See file dsdata.txt to determine how the superseded data were derived.
 CQ3072
 CQ3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5347040084(NAD 83)
 CQ3072_MARKER: DS = TRIANGULATION STATION DISK
 CQ3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3072+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 CQ3072
 CQ3072  HISTORY     - Date     Condition        Report By
 CQ3072  HISTORY     - 1950     MONUMENTED       CGS
 CQ3072  HISTORY     - 20021012 GOOD             USPSQD
 CQ3072
 CQ3072                          STATION DESCRIPTION
 CQ3072
 CQ3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3072'THE STATION IS LOCATED ABOUT 3.0 MILES WEST OF SAREPTA AND 2-1/5
 CQ3072'MILES SOUTH OF CULLEN ON THE EAST SIDE OF STATE ROUTE 184E
 CQ3072'AND ON LAND OWNED BY MRS ANNA C. JOHNSON (NEGRO) WHO LIVES
 CQ3072'JUST EAST OF STATION.  IT IS 57 FEET EAST OF THE CENTER OF STATE
 CQ3072'ROUTE 184E, 71 FEET SOUTH OF THE CENTER OF ROAD LEADING TO
 CQ3072'THE JOHNSON FARM HOUSE AND 5 FEET SOUTHEAST OF WITNESS POST.  IT
 CQ3072'IS STAMPED BODCAU 1950 AND PROJECTS 2 INCHES.
 CQ3072'
 CQ3072'REFERENCE MARK NO 1 IS NORTH-NORTHWEST OF THE STATION, 39 FEET
 CQ3072'EAST OF THE CENTER OF STATE ROUTE 184E AND 51 FEET NORTH OF ROAD
 CQ3072'LEADING TO THE JOHNSON FARM HOUSE.  IT IS STAMPED BODCAU NO 1
 CQ3072'1950 AND PROJECTS 3 INCHES.
 CQ3072'
 CQ3072'REFERENCE MARK NO 2 IS EAST-NORTHEAST OF THE STATION, 15 FEET
 CQ3072'SOUTH OF THE ROAD LEADING TO THE JOHNSON FARM HOUSE.  IT IS
 CQ3072'STAMPED BODCAU NO 2 1950 AND PROJECTS 2 INCHES.
 CQ3072'
 CQ3072'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 144.59 FEET.
 CQ3072'
 CQ3072'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 36 FEET
 CQ3072'WEST OF THE CENTER OF STATE ROUTE 184E AND 1 FOOT NORTH OF
 CQ3072'WITNESS POST.  IT IS STAMPED BODCAU 1950 AND PROJECTS 3 INCHES.
 CQ3072'TO REACH FROM THE STATION, GO SOUTH ON STATE ROUTE 184E FOR
 CQ3072'0.4 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 CQ3072'
 CQ3072'TO REACH THE STATION FROM THE RAILROAD CROSSING SOUTH OF THE
 CQ3072'RAILROAD STATION IN SAREPTA, GO WEST ON STATE ROUTE NO 70 TOWARDS
 CQ3072'PLAIN DEALING FOR 3.3 MILES TO SIDE ROAD LEFT, (STATE ROUTE 184E)
 CQ3072'TURN LEFT AND GO SOUTH ON STATE ROUTE 184 E FOR 0.65 MILE TO
 CQ3072'SIDE ROAD LEFT AND STATION AS DESCRIBED.
 CQ3072'
 CQ3072'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CQ3072
 CQ3072                          STATION RECOVERY (2002)
 CQ3072
 CQ3072'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3072'STATION IN GOOD CONDITION. RM 1 NOT FOUND. RM 2 DISC GONE BUT MONUMENT
 CQ3072'STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3241 ***********************************************************************
 CQ3241  DESIGNATION -  BODCAU FIRE TOWER LFC
 CQ3241  PID         -  CQ3241
 CQ3241  STATE/COUNTY-  LA/BOSSIER
 CQ3241  USGS QUAD   -  BODCAU LAKE (1975)
 CQ3241
 CQ3241                         *CURRENT SURVEY CONTROL
 CQ3241  ___________________________________________________________________
 CQ3241* NAD 83(1992)-  32 41 50.48092(N)    093 30 23.13344(W)     ADJUSTED  
 CQ3241* NAVD 88     -                                                        
 CQ3241  ___________________________________________________________________
 CQ3241  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CQ3241  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ3241
 CQ3241  HORZ ORDER  -  THIRD
 CQ3241
 CQ3241.The horizontal coordinates were established by classical geodetic methods
 CQ3241.and adjusted by the National Geodetic Survey in September 1999..
 CQ3241
 CQ3241
 CQ3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3241
 CQ3241.The geoid height was determined by GEOID03.
 CQ3241
 CQ3241;                    North         East     Units Scale Factor Converg.
 CQ3241;SPC LA N     -   244,078.539   905,627.150   MT  1.00000714   -0 31 55.6
 CQ3241;SPC LA N     -   800,781.01  2,971,211.74   sFT  1.00000714   -0 31 55.6
 CQ3241;UTM  15      - 3,617,849.922   452,530.686   MT  0.99962778   -0 16 24.9
 CQ3241
 CQ3241                          SUPERSEDED SURVEY CONTROL
 CQ3241
 CQ3241  NAD 83(1992)-  32 41 50.48267(N)    093 30 23.13184(W) AD(       ) 4
 CQ3241  NAD 83(1986)-  32 41 50.49326(N)    093 30 23.12390(W) AD(       ) 4
 CQ3241  NAD 27      -  32 41 49.96600(N)    093 30 22.49700(W) AD(       ) 3
 CQ3241
 CQ3241.Superseded values are not recommended for survey control.
 CQ3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3241.See file dsdata.txt to determine how the superseded data were derived.
 CQ3241
 CQ3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5253117850(NAD 83)
 CQ3241_MARKER: 57 = LOOKOUT TOWER
 CQ3241
 CQ3241  HISTORY     - Date     Condition        Report By
 CQ3241  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3241  HISTORY     - 20020302 GOOD             USPSQD
 CQ3241  HISTORY     - 20031108 GOOD             USPSQD
 CQ3241
 CQ3241                          STATION DESCRIPTION
 CQ3241
 CQ3241'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3241'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH OF MINDEN AND
 CQ3241'2.5 MILES NORTH OF BELLEVUE ON THE SUMMIT OF A SMALL WOODE
 CQ3241'KNOLL.  IT IS 100 FEET EAST OF THE CENTER OF A ROAD KNOWN
 CQ3241'AS THE BAYOU BODCAU ROAD.
 CQ3241'
 CQ3241'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A CAB WITH
 CQ3241'AN OVERALL HEIGHT OF 100 FEET.  THE POINT OBSERVED UPON
 CQ3241'WAS THE POINT AT THE APEX OF THE ROOF.
 CQ3241'
 CQ3241'TO REACH THE STATION FROM BELLEVUE, GO NORTH ON BAYOU BODCAU
 CQ3241'DAM ROAD FOR 0.25 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 CQ3241
 CQ3241                          STATION RECOVERY (2002)
 CQ3241
 CQ3241'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ3241'RECOVERED IN GOOD CONDITION.
 CQ3241
 CQ3241                          STATION RECOVERY (2003)
 CQ3241
 CQ3241'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2599 ***********************************************************************
 AU2599  DESIGNATION -  BODIN
 AU2599  PID         -  AU2599
 AU2599  STATE/COUNTY-  LA/IBERIA
 AU2599  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2599
 AU2599                         *CURRENT SURVEY CONTROL
 AU2599  ___________________________________________________________________
 AU2599* NAD 83(1992)-  29 56 49.67604(N)    091 47 08.11828(W)     ADJUSTED  
 AU2599* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 AU2599  **This station is located in a subsidence area (see below).
 AU2599  ___________________________________________________________________
 AU2599  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU2599  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AU2599
 AU2599  HORZ ORDER  -  FIRST
 AU2599
 AU2599.The horizontal coordinates were established by classical geodetic methods
 AU2599.and adjusted by the National Geodetic Survey in January 1993..
 AU2599
 AU2599 ** The orthometric height has not been validated since last determined
 AU2599 ** by differential leveling and should not be used for control purposes.
 AU2599 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2599 ** area with valid NAVD 88 orthometric heights.
 AU2599 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2599 ** epoch indicated which incorporates improved geoid heights for the
 AU2599 ** Southern Louisiana Subsidence area.
 AU2599 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2599
 AU2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2599
 AU2599.The geoid height was determined by GEOID03.
 AU2599
 AU2599;                    North         East     Units Scale Factor Converg.
 AU2599;SPC LA S     -   160,492.500   956,343.815   MT  0.99992618   -0 13 34.1
 AU2599;SPC LA S     -   526,549.14  3,137,604.67   sFT  0.99992618   -0 13 34.1
 AU2599;UTM  15      - 3,313,547.259   617,193.655   MT  0.99976945   +0 36 22.7
 AU2599
 AU2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2599!SPC LA S     -   1.00000325  x   0.99992618  =   0.99992943
 AU2599!UTM  15      -   1.00000325  x   0.99976945  =   0.99977269
 AU2599
 AU2599|---------------------------------------------------------------------|
 AU2599| PID    Reference Object                     Distance      Geod. Az  |
 AU2599|                                                           dddmmss.s |
 AU2599| CV8752 BODIN RM 1                           36.923 METERS 09105     |
 AU2599| AU2605 NEW IBERIA TRKLNE GAS MW MAST       APPROX. 4.2 KM 2653826.0 |
 AU2599| CV8751 BODIN AZ MK                                        2925133.2 |
 AU2599| CV8753 BODIN RM 2                           26.561 METERS 32441     |
 AU2599|---------------------------------------------------------------------|
 AU2599
 AU2599                          SUPERSEDED SURVEY CONTROL
 AU2599
 AU2599  NAD 83(1986)-  29 56 49.69721(N)    091 47 08.11268(W) AD(       ) 1
 AU2599  NAD 27      -  29 56 48.96064(N)    091 47 07.69194(W) AD(       ) 1
 AU2599  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 AU2599
 AU2599.Superseded values are not recommended for survey control.
 AU2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2599.See file dsdata.txt to determine how the superseded data were derived.
 AU2599
 AU2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1719413547(NAD 83)
 AU2599_MARKER: DS = TRIANGULATION STATION DISK
 AU2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2599+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AU2599
 AU2599  HISTORY     - Date     Condition        Report By
 AU2599  HISTORY     - 1969     MONUMENTED       CGS
 AU2599  HISTORY     - 1973     GOOD             NGS
 AU2599  HISTORY     - 20060808 GOOD             LADTD
 AU2599
 AU2599                          STATION DESCRIPTION
 AU2599
 AU2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2599'THE STATION IS ABOUT 8 MILES EAST-NORTHEAST OF AVERY ISLAND, 7 MILES
 AU2599'NORTHWEST OF JEANERETTE, 4 MILES SOUTHEAST OF NEW IBERIA AND ON THE
 AU2599'NORTH RIGHT-OF-WAY OF U. S. HIGHWAY 90.
 AU2599'
 AU2599'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 AU2599'HIGHWAY 14 IN THE SOUTHWEST PART OF NEW IBERIA, GO SOUTHEAST ON
 AU2599'HIGHWAY 90 FOR 4.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AU2599'SOUTHEAST ON THE HIGHWAY FOR 0.85 MILE TO THE STATION ON THE LEFT,
 AU2599'NORTH SIDE OF THE HIGHWAY.
 AU2599'
 AU2599'STATION MARK IS A STANDARD DISK, STAMPED BODIN 1969, SET IN THE TOP
 AU2599'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AU2599'GROUND.  IT IS 59 FEET NORTH OF THE CENTERLINE OF THE NORTH BOUND
 AU2599'LANE OF HIGHWAY 90, 49 FEET WEST OF THE CENTER OF A GRAVELED
 AU2599'DRIVEWAY, 48 FEET SOUTH OF A FENCE AND 47 FEET SOUTH OF A METAL
 AU2599'WITNESS POST.  THE UNDERGROUND STATION MARK IS SET IN AN
 AU2599'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 AU2599'
 AU2599'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BODIN NO 1 1969, SET IN
 AU2599'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AU2599'INCHES.  IT IS 109 FEET EAST OF THE METAL WITNESS POST, 104 FEET
 AU2599'NORTH OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 61
 AU2599'FEET EAST OF THE CENTER OF THE DRIVEWAY AND 2.5 FEET SOUTHWEST OF
 AU2599'A POWER LINE POLE.
 AU2599'
 AU2599'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BODIN NO 2 1969, SET IN
 AU2599'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AU2599'INCHES.  IT IS 127 FEET WEST OF THE CENTER OF THE DRIVEWAY, 106
 AU2599'FEET NORTH OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 AU2599'HIGHWAY, 77 FEET WEST OF THE METAL WITNESS POST AND 1.3 FEET
 AU2599'SOUTH OF THE FENCE.
 AU2599'
 AU2599'AZIMUTH MARK IS A STANDARD DISK, STAMPED BODIN 1969, CEMENTED IN A
 AU2599'DRILL HOLE IN THE TOP AND NEAR THE NORTHWEST END OF A CONCRETE
 AU2599'CULVERT.  IT IS 56 FEET SOUTH OF A 50-INCH OAK TREE, 36 FEET
 AU2599'NORTH-NORTHEAST OF THE NORTH BOUND LANE OF HIGHWAY 90 AND 10 FEET
 AU2599'NORTH OF THE NORTHWEST END OF A GUARD RAIL.
 AU2599'
 AU2599'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 AU2599
 AU2599                          STATION RECOVERY (1973)
 AU2599
 AU2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 AU2599'THE STATION WAS VISITED 5/15/73 AND THE STATION MARK, AZIMUTH MARK,
 AU2599'AND RM 1 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AU2599'
 AU2599'(NOTE--RM 2 WAS FOUND WITH THE CAP KNOCKED OUT.)
 AU2599'
 AU2599'THE STATION IS LOCATED 7.5 MILES NORTHWEST OF JEANERETTE AND 4.5
 AU2599'MILES SOUTHEAST OF NEW IBERIA, IN THE NORTHWEST QUARTER OF SECTION 9,
 AU2599'T13S, R7E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 AU2599'HIGHWAYS.  IT IS 124 FEET WEST-SOUTHWEST OF A POWER POLE, 60 FEET
 AU2599'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF U. S. HIGHWAY
 AU2599'90, 47 FEET NORTHWEST OF THE CENTER OF A FIELD ROAD, 38 FEET
 AU2599'NORTH OF THE NORTHWEST END OF A CULVERT, AND 4 FEET WEST OF
 AU2599'A METAL WITNESS POST AND SIGN.
 AU2599'
 AU2599'IT IS A STANDARD TRIANGULATION DISK STAMPED BODIN 1969, FLUSH WITH
 AU2599'THE GROUND.
 AU2599'
 AU2599'REFERENCE MARK NO. 1 IS 121.13 FEET EAST OF THE STATION.  IT IS 106
 AU2599'FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF U. S. HIGHWAY 90,
 AU2599'81 FEET NORTHEAST OF THE EAST END OF A CONCRETE CULVERT, 62 FEET
 AU2599'EAST OF THE CENTER OF A FIELD ROAD, AND 3 FEET WEST OF A POWER POLE.
 AU2599'IT IS A STANDARD DISK, STAMPED BODIN NO. 1 1969, FLUSH WITH THE
 AU2599'GROUND.
 AU2599'
 AU2599'REFERENCE MARK NO. 2 IS 87.16 FEET NORTH-NORTHWEST OF THE STATION.
 AU2599'IT IS 110 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE ON U. S.
 AU2599'HIGHWAY 90, 107 FEET NORTH OF A POWER POLE, AND 46 FEET NORTHWEST
 AU2599'OF THE CENTER OF A FIELD ROAD.  (NOTE--THE CAP HAS BEEN KNOCKED
 AU2599'OUT, USED THE DRILL HOLE.)
 AU2599'
 AU2599'THE AZIMUTH MARK IS 55 FEET SOUTHEAST OF A 60-INCH OAK TREE, 36
 AU2599'FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF U. S.
 AU2599'HIGHWAY 90, 26 FEET WEST OF THE CENTER OF A CROSS DRAIN, AND 11
 AU2599'FEET NORTHEAST OF THE WEST END OF A GUARD RAIL.  IT IS A STANDARD
 AU2599'AZIMUTH MARK DISK, STAMPED BODIN 1969, SET IN A DRILL HOLE IN A
 AU2599'HEADWALL OF A CROSS DRAIN UNDER U. S. HIGHWAY 90, FLUSH WITH THE
 AU2599'HEADWALL.
 AU2599'
 AU2599'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND
 AU2599'STATE HIGHWAY 14 IN THE WEST PART OF NEW IBERIA, GO SOUTHEAST ON
 AU2599'U. S. HIGHWAY 90 FOR 5.3 MILES TO THE MARK ON THE LEFT AND
 AU2599'NORTHEAST OF THE HIGHWAY NEAR A CROSS DRAIN UNDER THE HIGHWAY.
 AU2599'
 AU2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SOUTHEAST
 AU2599'OF NEW IBERIA.
 AU2599
 AU2599                          STATION RECOVERY (2006)
 AU2599
 AU2599'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 AU2599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3057 ***********************************************************************
 AU3057  DESIGNATION -  BODWIN
 AU3057  PID         -  AU3057
 AU3057  STATE/COUNTY-  LA/TERREBONNE
 AU3057  USGS QUAD   -  EASTERN ISLES DERNIERES (1994)
 AU3057
 AU3057                         *CURRENT SURVEY CONTROL
 AU3057  ___________________________________________________________________
 AU3057* NAD 83(1992)-  29 07 01.59992(N)    090 42 56.37244(W)     ADJUSTED  
 AU3057* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3057  ___________________________________________________________________
 AU3057  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AU3057  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AU3057
 AU3057  HORZ ORDER  -  SECOND
 AU3057
 AU3057.The horizontal coordinates were established by classical geodetic methods
 AU3057.and adjusted by the National Geodetic Survey in January 1993..
 AU3057
 AU3057.The orthometric height was scaled from a topographic map.
 AU3057
 AU3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3057
 AU3057.The geoid height was determined by GEOID03.
 AU3057
 AU3057;                    North         East     Units Scale Factor Converg.
 AU3057;SPC LA S     -    68,567.995 1,060,119.884   MT  1.00004374   +0 18 31.8
 AU3057;SPC LA S     -   224,960.16  3,478,076.65   sFT  1.00004374   +0 18 31.8
 AU3057;UTM  15      - 3,223,117.455   722,274.628   MT  1.00020970   +1 06 43.2
 AU3057
 AU3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3057!SPC LA S     -   1.00000380  x   1.00004374  =   1.00004754
 AU3057!UTM  15      -   1.00000380  x   1.00020970  =   1.00021350
 AU3057
 AU3057|---------------------------------------------------------------------|
 AU3057| PID    Reference Object                     Distance      Geod. Az  |
 AU3057|                                                           dddmmss.s |
 AU3057| DD6379 BODWIN RM 1                          19.645 METERS 02427     |
 AU3057| AU3060 ELAINE                              APPROX. 5.7 KM 0624449.3 |
 AU3057| DD6380 BODWIN RM 2                          12.322 METERS 26151     |
 AU3057|---------------------------------------------------------------------|
 AU3057
 AU3057                          SUPERSEDED SURVEY CONTROL
 AU3057
 AU3057  NAD 83(1986)-  29 07 01.62039(N)    090 42 56.38325(W) AD(       ) 2
 AU3057  NAD 27      -  29 07 00.78200(N)    090 42 56.04200(W) AD(       ) 2
 AU3057
 AU3057.Superseded values are not recommended for survey control.
 AU3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3057.See file dsdata.txt to determine how the superseded data were derived.
 AU3057
 AU3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2227523117(NAD 83)
 AU3057_MARKER: DS = TRIANGULATION STATION DISK
 AU3057_SETTING: 0 = UNSPECIFIED SETTING
 AU3057
 AU3057  HISTORY     - Date     Condition        Report By
 AU3057  HISTORY     - 1928     MONUMENTED       CGS
 AU3057  HISTORY     - 1953     GOOD             CGS
 AU3057  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU3057
 AU3057                          STATION DESCRIPTION
 AU3057
 AU3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3057'STATION IS ABOUT 21 MILES WNW OF TIMBALIER LIGHT, ON THE N SIDE
 AU3057'OF LAKE PELTO, IN A SMALL COVE ABOUT 1 MILE N OF BODWIN
 AU3057'CUTOFF, AND ABOUT 40 YARDS INSHORE.
 AU3057'
 AU3057'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 AU3057'IN THE TOP OF A TILE, IS 19.65
 AU3057'METERS (64.5 FEET) FROM THE STATION N 24 DEG 27 MIN E.
 AU3057'
 AU3057'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 AU3057'IN THE TOP OF A TILE, IS 12.32 METERS
 AU3057'(40.4 FEET) FROM THE STATION S 81 DEG 51 MIN W.
 AU3057
 AU3057                          STATION RECOVERY (1953)
 AU3057
 AU3057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3057'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 AU3057'1 AND 2 COULD NOT BE FOUND.  THE PUBLISHED DESCRIPTION IS
 AU3057'INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 AU3057'
 AU3057'STATION IS LOCATED ABOUT 21 MI. W-NW OF TIMBALIER LIGHT, ON THE N
 AU3057'SIDE OF LAKE PELTO, ON THE E SIDE OF BAY BLANC, ABOUT 1 MI.
 AU3057'N OF BODWIN CUTOFF, 8.53 M. SE OF THE SHORELINE, AND 19.00 M.
 AU3057'E-NE OF THE NE POINT OF A SMALL COVE.  IT IS A STANDARD
 AU3057'DISK, STAMPED BODWIN 1928 AND SET IN THE TOP OF A 10-IN. CONCRETE
 AU3057'MONUMENT FLUSH WITH THE MARSH.
 AU3057
 AU3057                          STATION RECOVERY (1965)
 AU3057
 AU3057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3057'THE STATION AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR
 AU3057'BUT NOT FOUND, AND ARE BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2098 ***********************************************************************
 BK2098  DESIGNATION -  BOEUF
 BK2098  PID         -  BK2098
 BK2098  STATE/COUNTY-  LA/ST LANDRY
 BK2098  USGS QUAD   -  WHITEVILLE (1992)
 BK2098
 BK2098                         *CURRENT SURVEY CONTROL
 BK2098  ___________________________________________________________________
 BK2098* NAD 83(1992)-  30 47 17.74274(N)    092 10 48.30574(W)     ADJUSTED  
 BK2098* NAVD 88     -        12.69   (+/-2cm)      41.6    (feet)  VERTCON   
 BK2098  ___________________________________________________________________
 BK2098  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK2098  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2098
 BK2098  HORZ ORDER  -  SECOND
 BK2098  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2098
 BK2098.The horizontal coordinates were established by classical geodetic methods
 BK2098.and adjusted by the National Geodetic Survey in January 1993..
 BK2098
 BK2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2098.The vertical order pertains to the NGVD 29 superseded value.
 BK2098
 BK2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2098
 BK2098.The geoid height was determined by GEOID03.
 BK2098
 BK2098;                    North         East     Units Scale Factor Converg.
 BK2098;SPC LA S     -   253,948.132   918,952.603   MT  1.00001996   -0 25 24.2
 BK2098;SPC LA S     -   833,161.50  3,014,930.33   sFT  1.00001996   -0 25 24.2
 BK2098;UTM  15      - 3,406,423.740   578,447.762   MT  0.99967591   +0 25 11.0
 BK2098
 BK2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2098!SPC LA S     -   1.00000228  x   1.00001996  =   1.00002224
 BK2098!UTM  15      -   1.00000228  x   0.99967591  =   0.99967819
 BK2098
 BK2098|---------------------------------------------------------------------|
 BK2098| PID    Reference Object                     Distance      Geod. Az  |
 BK2098|                                                           dddmmss.s |
 BK2098| BK2619 BOEUF 2                              15.178 METERS 01707     |
 BK2098| BK2097 BOEUF RM 1                           14.206 METERS 04057     |
 BK2098| BK2618 BOEUF 2 RM 4                         22.779 METERS 11112     |
 BK2098| CW1110 BOEUF RM 2                           11.899 METERS 13143     |
 BK2098| CW1109 BOEUF AZ MK                                        1343224.5 |
 BK2098| BK2620 BOEUF LADH A POINT                   16.454 METERS 16556     |
 BK2098| BK2119 BOEUF AZ MK 2                       APPROX. 0.7 KM 3445259.0 |
 BK2098|---------------------------------------------------------------------|
 BK2098
 BK2098                          SUPERSEDED SURVEY CONTROL
 BK2098
 BK2098  NAD 83(1986)-  30 47 17.76450(N)    092 10 48.29892(W) AD(       ) 2
 BK2098  NAD 27      -  30 47 17.06165(N)    092 10 47.85206(W) AD(       ) 2
 BK2098  NGVD 29 (??/??/??)   12.669  (m)           41.56   (f) ADJUSTED    2 2
 BK2098
 BK2098.Superseded values are not recommended for survey control.
 BK2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2098.See file dsdata.txt to determine how the superseded data were derived.
 BK2098
 BK2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7844806424(NAD 83)
 BK2098_MARKER: DS = TRIANGULATION STATION DISK
 BK2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2098_SP_SET: CONCRETE POST
 BK2098_STAMPING: BOEUF 1969
 BK2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2098+STABILITY: SURFACE MOTION
 BK2098
 BK2098  HISTORY     - Date     Condition        Report By
 BK2098  HISTORY     - 1969     MONUMENTED       LADTD
 BK2098  HISTORY     - 1977     SEE DESCRIPTION  NGS
 BK2098  HISTORY     - 1977     GOOD             LADTD
 BK2098
 BK2098                          STATION DESCRIPTION
 BK2098
 BK2098'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2098'THE STATION IS LOCATED 12.65 MILES NORTHWEST OF BEGGS AT THE
 BK2098'JUNCTION OF STATE HIGHWAYS 10 AND 182 AND IS IN THE NE 1/4 OF
 BK2098'SECTION 75, T3S, R3E, AND ON PROPERTY OWNED BY THE LOUISIANA
 BK2098'DEPARTMENT OF HIGHWAYS.  IT IS 1.90 FEET NORTHEAST OF A FENCE,
 BK2098'2.00 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN, 48.0
 BK2098'FEET SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 86.70
 BK2098'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 182, AND
 BK2098'129.0 FEET SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 29.  IT IS
 BK2098'A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BK2098'GEODETIC SURVEY DISK STAMPED BOEUF 1969 PROJECTING 2
 BK2098'INCHES.
 BK2098'
 BK2098'REFERENCE MARK NO. 1 IS 46.52 FEET NORTH-NORTHEAST OF THE
 BK2098'STATION.  IT IS 46.40 FEET NORTH-NORTHEAST OF WITNESS POST AT
 BK2098'STATION, 2.30 FEET WEST OF A POWER POLE, 48.70 FEET NORTHEAST OF
 BK2098'A FENCE, 41.30 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 BK2098'HIGHWAY 182, AND 120.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 BK2098'STATE HIGHWAY 29.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2098'U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO. 1 BOEUF
 BK2098'1969, PROJECTING 2 INCHES.
 BK2098'
 BK2098'REFERENCE MARK NO. 2 IS 39.04 FEET EAST-SOUTHEAST OF THE
 BK2098'STATION.  IT IS 154.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 BK2098'STATE HIGHWAY 29, 5.80 FEET NORTH-NORTHEAST OF A FENCE, 37.0
 BK2098'FEET EAST-SOUTHEAST OF WITNESS POST AT STATION, 60.80 FEET
 BK2098'SOUTH OF A POWER POLE, AND 77.50 FEET SOUTH-SOUTHWEST OF THE
 BK2098'CENTERLINE OF STATE HIGHWAY 182.  IT IS A LOUISIANA DEPARTMENT
 BK2098'OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BK2098'R.M. NO. 2 BOEUF 1969, PROJECTING 2 INCHES.
 BK2098'
 BK2098'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 61.15
 BK2098'FEET.
 BK2098'
 BK2098'THE AZIMUTH MARK IS 0.17 MILE SOUTHEAST OF THE STATION.  IT IS
 BK2098'2.00 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN,
 BK2098'3.60 FEET NORTH-NORTHEAST OF A FENCE, 40.0 FEET SOUTH-SOUTHWEST
 BK2098'OF THE CENTERLINE OF STATE HIGHWAY 182, AND 46.70 FEET
 BK2098'EAST-SOUTHEAST OF A POWER POLE.
 BK2098'
 BK2098'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 BK2098'STATE HIGHWAY 182 FOR 0.17 MILE TO MARK SET ON RIGHT NEAR THE
 BK2098'FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 BK2098'AND GEODETIC SURVEY DISK STAMPED AZ.MK. BOEUF 1969, PROJECTING
 BK2098'2 INCHES.
 BK2098'
 BK2098'AZIMUTH MARK 2 IS 0.44 MILE NORTHWEST OF THE STATION.  IT IS
 BK2098'2.00 FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN,
 BK2098'3.20 FEET EAST-NORTHEAST OF A FENCE, 17.70 FEET NORTH OF POWER
 BK2098'POLE NO. 98, 14.78 FEET SOUTH-SOUTHEAST OF A CULVERT, AND 37.30
 BK2098'FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 29.  IT
 BK2098'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BK2098'GEODETIC SURVEY DISK STAMPED AZ.MK. NO. 2 BOEUF 1969, PROJECTING
 BK2098'2 INCHES.
 BK2098
 BK2098                          STATION RECOVERY (1977)
 BK2098
 BK2098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BK2098'THE STATION WAS VISITED 7-15-77 AND THE STATION AND AZIMUTH MARK 2
 BK2098'WERE FOUND IN GOOD CONDITION.  AZIMUTH MARK NO. 1 WAS FOUND
 BK2098'DESTROYED.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED AND REFERENCE
 BK2098'MARK NO. 1 WAS FOUND DISTURBED SLIGHTLY BY A BURIED TELEPHONE
 BK2098'CABLE.  THE DIRECTION TO REFERENCE MARK NO. 1 FAILED TO CHECK BY
 BK2098'03 MINUTES AND 22 SECONDS, THE DISTANCE FAILED TO CHECK BY .06
 BK2098'FOOT.
 BK2098'
 BK2098'A NEW STATION WAS ESTABLISHED BY THE REQUEST OF THE PROPERTY OWNER
 BK2098'WHO PLANS TO BUILD A NEW HOUSE OVER THE STATION MARK.  A NEW
 BK2098'STATION BOEUF 2 1977 WAS ESTABLISHED 15.177 METERS NORTH OF THE
 BK2098'STATION.  REFERENCE MARK NO. WAS LEFT INTACT.  THE NEW HOUSE
 BK2098'WILL BE OVER THE STATION MARK.  SEE DESCRIPTION FOR BOEUF 2 1977.
 BK2098'
 BK2098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.6 MILES
 BK2098'NORTHWEST OF BEGGS.
 BK2098
 BK2098                          STATION RECOVERY (1977)
 BK2098
 BK2098'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BK2098'6.5 MI NE FROM MORROW.
 BK2098'THIS STATION IS LOCATED 12.6 MILES NW OF BEGGS AT THE JUNCTION OF
 BK2098'STATE HIGHWAY 182 AND STATE HIGHWAY 29 AT WHITEVILLE, 48 FT SW OF A
 BK2098'POWER POLE WITH A TRANSFORMER, 87 FT SW OF THE CENTERLINE OF STATE
 BK2098'HIGHWAY 182 AND 129 FT SE OF THE CENTERLINE OF STATE HIGHWAY 29,
 BK2098'REFERENCE MARK NO 2 COULD NOT BE FOUND AND THE AZIMUTH MARK WHICH WAS
 BK2098'LOCATED ABOUT .20 MILES SE ALONG STATE HIGHWAY 182 HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3033 ***********************************************************************
 CP3033  DESIGNATION -  BOEUF
 CP3033  PID         -  CP3033
 CP3033  STATE/COUNTY-  LA/FRANKLIN
 CP3033  USGS QUAD   -  MASON (1983)
 CP3033
 CP3033                         *CURRENT SURVEY CONTROL
 CP3033  ___________________________________________________________________
 CP3033* NAD 83(1992)-  32 04 10.39540(N)    091 53 42.05366(W)     ADJUSTED  
 CP3033* NAVD 88     -        19.77   (+/-2cm)      64.9    (feet)  VERTCON   
 CP3033  ___________________________________________________________________
 CP3033  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 CP3033  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3033
 CP3033  HORZ ORDER  -  FIRST
 CP3033  VERT ORDER  -  THIRD ? (See Below)
 CP3033
 CP3033.The horizontal coordinates were established by classical geodetic methods
 CP3033.and adjusted by the National Geodetic Survey in May 1994..
 CP3033
 CP3033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3033.The vertical order pertains to the NGVD 29 superseded value.
 CP3033
 CP3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3033
 CP3033.The geoid height was determined by GEOID03.
 CP3033
 CP3033;                    North         East     Units Scale Factor Converg.
 CP3033;SPC LA N     -   174,183.912 1,057,118.777   MT  0.99991824   +0 19 11.5
 CP3033;SPC LA N     -   571,468.38  3,468,230.52   sFT  0.99991824   +0 19 11.5
 CP3033;UTM  15      - 3,548,679.320   604,295.723   MT  0.99973415   +0 35 12.3
 CP3033
 CP3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3033!SPC LA N     -   1.00000096  x   0.99991824  =   0.99991920
 CP3033!UTM  15      -   1.00000096  x   0.99973415  =   0.99973511
 CP3033
 CP3033:                Primary Azimuth Mark                     Grid Az
 CP3033:SPC LA N     -  BOEUF AZ MK                              086 17 08.6
 CP3033:UTM  15      -  BOEUF AZ MK                              086 01 07.8
 CP3033
 CP3033|---------------------------------------------------------------------|
 CP3033| PID    Reference Object                     Distance      Geod. Az  |
 CP3033|                                                           dddmmss.s |
 CP3033| CY3844 BOEUF AZ MK                                        0863620.1 |
 CP3033| CP1869 BOEUF RM 1                           32.479 METERS 08914     |
 CP3033| CY3845 BOEUF 2 AZ MK                                      2230118.0 |
 CP3033| CP3034 BOEUF 2                              71.456 METERS 25651     |
 CP3033| CP1868 BOEUF RM 2                           34.284 METERS 31143     |
 CP3033|---------------------------------------------------------------------|
 CP3033
 CP3033                          SUPERSEDED SURVEY CONTROL
 CP3033
 CP3033  NAD 83(1992)-  32 04 10.39580(N)    091 53 42.05290(W) AD(       ) 1
 CP3033  NAD 83(1986)-  32 04 10.40920(N)    091 53 42.04798(W) AD(       ) 1
 CP3033  NAD 27      -  32 04 09.84542(N)    091 53 41.57789(W) AD(       ) 1
 CP3033  NGVD 29 (07/19/86)   19.79   (m)           64.9    (f) LEVELING    3  
 CP3033
 CP3033.Superseded values are not recommended for survey control.
 CP3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3033.See file dsdata.txt to determine how the superseded data were derived.
 CP3033
 CP3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0429648679(NAD 83)
 CP3033_MARKER: DS = TRIANGULATION STATION DISK
 CP3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3033
 CP3033  HISTORY     - Date     Condition        Report By
 CP3033  HISTORY     - 1941     MONUMENTED       CGS
 CP3033  HISTORY     - 1956     POOR             USGS
 CP3033  HISTORY     - 1966     POOR             CGS
 CP3033  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CP3033  HISTORY     - 1971     GOOD             NGS
 CP3033
 CP3033                          STATION DESCRIPTION
 CP3033
 CP3033'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CP3033'STATION IS 11 MILES E OF COLUMBIA IN SEC. 31, T. 13 N.,
 CP3033'R. 6 E., ABOUT 2 MILES E OF THE BOEUF RIVER BRIDGE ON LOUISIANA
 CP3033'HIGHWAY 17, ON PROPERTY OF R.B. MASON.  IT IS 37 FEET S OF
 CP3033'THE CENTER LINE OF THE HIGHWAY, 8 FEET W BY S OF REFERENCE
 CP3033'POST AND 3 FEET N OF RIGHT-OF-WAY FENCE.  IT IS STAMPED BOEUF
 CP3033'1941 AND PROJECTS 4 INCHES.
 CP3033'
 CP3033'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3033'BRONZE DISKS SET IN CONCRETE.
 CP3033'
 CP3033'REFERENCE MARK NO. 1 IS 40 FEET S OF THE CENTER LINE OF THE
 CP3033'HIGHWAY AND 1 FOOT N OF RIGHT-OF-WAY FENCE.  IT IS STAMPED
 CP3033'BOEUF NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 CP3033'
 CP3033'REFERENCE MARK NO. 2 IS 43 FEET N OF THE CENTER LINE OF THE
 CP3033'HIGHWAY AND 1 FOOT S OF RIGHT-OF-WAY FENCE.  IT IS STAMPED
 CP3033'BOEUF NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 CP3033'
 CP3033'AZIMUTH MARK IS 43 FEET N OF THE CENTER LINE OF THE HIGHWAY,
 CP3033'6 FEET W OF REFERENCE POST AND 6 INCHES S OF RIGHT-OF-WAY
 CP3033'FENCE.  IT IS STAMPED BOEUF 1941 AND PROJECTS ABOUT 6 INCHES.
 CP3033'
 CP3033'TO REACH THE STATION FROM COLUMBIA, GO N ON U.S. HIGHWAY
 CP3033'165 FOR 0.5 MILE AND TURN RIGHT, (E) ON STATE HIGHWAY 17.
 CP3033'GO 10.4 MILES TO THE BOEUF RIVER BRIDGE AND CONTINUE E ON
 CP3033'THE HIGHWAY.  GO 2.0 MILES TO THE STATION ON THE RIGHT SIDE
 CP3033'OF THE HIGHWAY.
 CP3033'
 CP3033'A 116-FOOT SIGNAL AT NECESSITY IS VISIBLE AT 50 FEET.
 CP3033'
 CP3033'A 116-FOOT SIGNAL AT COPEN IS VISIBLE AT 60 FEET.
 CP3033'
 CP3033'A 103-FOOT SIGNAL AT COLUMBIA IS VISIBLE AT 65 FEET.
 CP3033'
 CP3033'A 126-FOOT SIGNAL AT WOOLEN IS VISIBLE AT 126 FEET.
 CP3033'
 CP3033'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CP3033
 CP3033                          STATION RECOVERY (1956)
 CP3033
 CP3033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CP3033'POST HAS BEEN PUSHED OVER BY A ROAD GRADER AND IS LAYING AT
 CP3033'SITE.  UNDERGROUND MARK RECOVERED OKAY.
 CP3033
 CP3033                          STATION RECOVERY (1966)
 CP3033
 CP3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 CP3033'THE STATION MARK, STAMPED BOEUF 1941, IS LEANING AND APPEARS
 CP3033'TO HAVE BEEN BROKEN OFF BELOW GROUND LEVEL.  IT WAS NOT LEVELED
 CP3033'OVER IN 1966.
 CP3033'
 CP3033'R.M. 1, STAMPED BOEUF NO 1 1941, IS ABOUT 4.9 MILES WEST
 CP3033'ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT FT. NECESSITY,
 CP3033'IN SECTION 31, T 13 N, R 6 E, 38 FEET SOUTH OF THE CENTER
 CP3033'LINE OF THE HIGHWAY, 204 FEET SOUTHEAST OF AND ACROSS THE
 CP3033'HIGHWAY FROM R.M. 2, 4-1/2 FEET NORTH OF A FENCE, 0.7 FOOT
 CP3033'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CP3033'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CP3033'
 CP3033'R.M. 2, STAMPED BOEUF NO 2 1941, IS 204 FEET NORTHWEST OF AND
 CP3033'ACROSS THE HIGHWAY FROM R.M. 1, 43 FEET NORTH OF THE CENTER
 CP3033'LINE OF THE HIGHWAY, 55 FEET WEST OF POWER POLE NUMBER 87,
 CP3033'29 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 0.5 FOOT
 CP3033'SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST,
 CP3033'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 CP3033'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CP3033'
 CP3033'THE AZIMUTH MARK WAS FOUND DESTROYED.  THE DISK HAD BEEN REMOVED.
 CP3033
 CP3033                          STATION RECOVERY (1966)
 CP3033
 CP3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CP3033'THE STATION WAS VISITED 8-2-66 AND THE STATION UNDERGROUND
 CP3033'MARK, REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD
 CP3033'CONDITION.  THE AZIMUTH HAD BEEN DESTROYED PRIOR TO THIS DATE.
 CP3033'THE STATION SURFACE MARK WAS FOUND LEANING AND DISTURBED,.
 CP3033'THE MARK WAS DUG OUT OF THE GROUND AND RESET (PLUMB BOB)
 CP3033'METHOD OVER THE UNDERGROUND DISK.  PRECISE LEVEL WAS RUN TO
 CP3033'THE NEW STATION MARK.  A NEW DESCRIPTION FOLLOWS--
 CP3033'
 CP3033'THE STATION IS LOCATED 11 MILES EAST OF COLUMBIA ON STATE
 CP3033'HIGHWAY 4, 5.0 MILES WEST OF FT. NECESSITY, 2.0 MILES EAST
 CP3033'OF THE BRIDGE OVER BOEUF RIVER, IN SEC. 31, T 13 N., R.6.E.,
 CP3033'AT THE EAST END OF A FILL AND LONG TAN ENT TO THE WEST.  IT
 CP3033'IS 40 FEET S. OF THE CENTER OF THE HIGHWAY, ABOUT 0.25 MILE
 CP3033'W. OF A FARM HOUSE, 8 FEET N. OF THE N. FENCE OF A FENCED
 CP3033'LANE AT THE NORTH SIDE OF A CULTIVATED FIELD, 1 FOOT S OF
 CP3033'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BOEUF
 CP3033'1941 1966, PROJECTING 6 INCHES.
 CP3033'
 CP3033'REFERENCE MARK NO. 1 IS 106.56 FEET E. OF THE STATION, 38 FEET
 CP3033'S. OF THE CENTER OF THE ROAD, 4.5 FEET N. OF A FENCE LINE AND
 CP3033'1 FOOT N OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 CP3033'STAMPED BOEUF NO 1 1941, PROJECTING 4 INCHES.
 CP3033'
 CP3033'REFERENCE MARK NO. 2 IS 112.52 FEET NW OF THE STATION, 43 N.
 CP3033'OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF THE FENCE LINE
 CP3033'AND 1 FOOT E. OF A METAL WITNESS POST.  IT IS A STANDARD
 CP3033'DISK, STAMPED BOEUF NO 2 1941, PROJECTING 2 INCHES.
 CP3033'
 CP3033'TO REACH THE STATION FROM THE POST OFFICE IN FT. NECESSITY
 CP3033'GO WEST ON STATE HIGHWAY 4 FOT 4.9 MILES TO THE MARK ON THE
 CP3033'LEFT.
 CP3033'
 CP3033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 CP3033'W. OF FT. NECESSITY
 CP3033
 CP3033                          STATION RECOVERY (1971)
 CP3033
 CP3033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3033'TENSION PULLED ON MEASUREMENTS TO RM 2 AND BOEUF 2 WAS 10
 CP3033'KILOS.
 CP3033'
 CP3033'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 CP3033'WERE RECOVERED AND THE STATION MARK MAY HAVE BEEN DISTURBED.  THE
 CP3033'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE LESS BY 0.016
 CP3033'METERS.  DUE TO THE GROWTH OF TREES THE DISTANCE AND DIRECTION
 CP3033'TO REFERENCE MARK 1 COULD NOT BE CHECKED OR DETERMINED.
 CP3033'
 CP3033'A NEW DESCRIPTION FOLLOWS.
 CP3033'
 CP3033'THE STATION IS LOCATED ABOUT 11 MILES EAST OF COLUMBIA, 5
 CP3033'MILES WEST OF FORT NECESSITY, 2 MILES EAST OF A BRIDGE OVER
 CP3033'BOEUF RIVER ON STATE HIGHWAY 4.  IT IS IN SECTION 31, T 13 N,
 CP3033'R 6 E AND ON LOUISIANA STATE HIGHWAY RIGHT-OF-WAY.
 CP3033'
 CP3033'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4
 CP3033'AND U.S. HIGHWAY 165 IN THE NORTH PART OF COLUMBIA, GO EAST
 CP3033'ON STATE HIGHWAY 4 FOR 10.5 MILES TO THE BRIDGE OVER BOEUF
 CP3033'RIVER.  CONTINUE EAST ON STATE HIGHWAY 4 FOR 2 MILES TO THE
 CP3033'STATION ON THE RIGHT.
 CP3033'
 CP3033'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 CP3033'A FARM LANE FOR ABOUT 200 FEET TO TRIANGULATION STATION BOEUF
 CP3033'2.  TURN LEFT AND GO SOUTH ACROSS PASTURE LAND FOR 0.3 MILE
 CP3033'TO THE AZIMUTH MARK IN OPEN FIELD.
 CP3033'
 CP3033'THE STATION MARKS ARE STANDARD DISKS STAMPED BOEUF 1941
 CP3033'1966.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 CP3033'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 CP3033'SURFACE.  IT IS 38 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 CP3033'4, 7 FEET NORTH OF A FENCE AND 1 FOOT SOUTH OF A METAL
 CP3033'WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN THE
 CP3033'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CP3033'GROUND SURFACE.
 CP3033'
 CP3033'BOEUF 2 MARKS ARE STANDARD DISKS STAMPED BOEUF 2 1971.  THE
 CP3033'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3033'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET
 CP3033'SOUTH OF THE CENTER OF STATE HIGHWAY 4, 38 FEET SOUTH OF A FENCE
 CP3033'AND 29.5 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE
 CP3033'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3033'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3033'
 CP3033'REFERENCE MARK 1, A STANDARD DISK STAMPED BOEUF NO 1 1941, IS SET
 CP3033'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CP3033'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF THE
 CP3033'CENTER OF STATE HIGHWAY 4, 6 FEET NORTH OF A FENCE AND 1 FOOT
 CP3033'NORTH OF A METAL WITNESS POST WITH SIGN.
 CP3033'
 CP3033'REFERENCE MARK 2, A STANDARD DISK STAMPED BOEUF NO 2 1941,
 CP3033'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CP3033'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET
 CP3033'NORTH OF THE CENTER OF STATE HIGHWAY 4, AND 1 FOOT EAST OF A
 CP3033'METAL WITNESS POST WITH SIGN.
 CP3033'
 CP3033'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOEUF 2 1971, IS SET
 CP3033'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3033'IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET NORTH OF A
 CP3033'24-INCH LIVE OAK TREE, 2.4 FEET NORTH OF A METAL WITNESS
 CP3033'POST WITH SIGN AND IN OPEN FIELD.
 CP3033'
 CP3033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3033'11 MILES EAST OF COLUMBIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2619 ***********************************************************************
 BK2619  DESIGNATION -  BOEUF 2
 BK2619  PID         -  BK2619
 BK2619  STATE/COUNTY-  LA/ST LANDRY
 BK2619  USGS QUAD   -  WHITEVILLE (1992)
 BK2619
 BK2619                         *CURRENT SURVEY CONTROL
 BK2619  ___________________________________________________________________
 BK2619* NAD 83(1992)-  30 47 18.21376(N)    092 10 48.13771(W)     ADJUSTED  
 BK2619* NAVD 88     -        13.2    (meters)      43.     (feet)  VERTCON   
 BK2619  ___________________________________________________________________
 BK2619  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK2619  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2619
 BK2619  HORZ ORDER  -  SECOND
 BK2619
 BK2619.The horizontal coordinates were established by classical geodetic methods
 BK2619.and adjusted by the National Geodetic Survey in January 1993..
 BK2619
 BK2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2619
 BK2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2619
 BK2619.The geoid height was determined by GEOID03.
 BK2619
 BK2619;                    North         East     Units Scale Factor Converg.
 BK2619;SPC LA S     -   253,962.604   918,957.178   MT  1.00001999   -0 25 24.1
 BK2619;SPC LA S     -   833,208.98  3,014,945.34   sFT  1.00001999   -0 25 24.1
 BK2619;UTM  15      - 3,406,438.273   578,452.122   MT  0.99967592   +0 25 11.0
 BK2619
 BK2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2619!SPC LA S     -   1.00000220  x   1.00001999  =   1.00002219
 BK2619!UTM  15      -   1.00000220  x   0.99967592  =   0.99967812
 BK2619
 BK2619|---------------------------------------------------------------------|
 BK2619| PID    Reference Object                     Distance      Geod. Az  |
 BK2619|                                                           dddmmss.s |
 BK2619| CV9672 BOEUF 2 RM 3                         33.129 METERS 06836     |
 BK2619| BK2097 BOEUF RM 1                            6.138 METERS 12758     |
 BK2619| BK2618 BOEUF 2 RM 4                         28.259 METERS 14336     |
 BK2619| BK2098 BOEUF                                15.178 METERS 19707     |
 BK2619| BK2119 BOEUF AZ MK 2                       APPROX. 0.7 KM 3441224.0 |
 BK2619|---------------------------------------------------------------------|
 BK2619
 BK2619                          SUPERSEDED SURVEY CONTROL
 BK2619
 BK2619  NAD 83(1986)-  30 47 18.23547(N)    092 10 48.13085(W) AD(       ) 2
 BK2619  NAD 27      -  30 47 17.53268(N)    092 10 47.68402(W) AD(       ) 2
 BK2619  NGVD 29 (07/19/86)   13.2    (m)           43.     (f) VERT ANG       
 BK2619
 BK2619.Superseded values are not recommended for survey control.
 BK2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2619.See file dsdata.txt to determine how the superseded data were derived.
 BK2619
 BK2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7845206438(NAD 83)
 BK2619_MARKER: DS = TRIANGULATION STATION DISK
 BK2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2619
 BK2619  HISTORY     - Date     Condition        Report By
 BK2619  HISTORY     - 1977     MONUMENTED       NGS
 BK2619
 BK2619                          STATION DESCRIPTION
 BK2619
 BK2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BK2619'THE STATION IS LOCATED 12.5 MILES NORTHWEST OF BEGGS, AT THE
 BK2619'JUNCTION STATE HIGHWAYS 29 AND 182, IN THE NORTHEAST 1/4 OF SECTION
 BK2619'25, T 35 R3E, ON THE PROPERTY OWNED BY CLYDE BILLEAUDEAU, IN THE
 BK2619'SOUTHEAST ANGLE OF THE INTERSECTIONS OF THE HIGHWAYS.  IT IS 48
 BK2619'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 182, 105 FEET SOUTH
 BK2619'OF CENTER OF STATE HIGHWAY 29, 56.7 FEET NORTH OF THE PROJECTED
 BK2619'CENTERLINE OF PARISH ROAD 107, 7.5 FEET SOUTH OF A 2-FOOT
 BK2619'CATALPA TREE, AND 22 FEET NORTH OF POWER POLE WITH TRANSFORMER.
 BK2619'IT IS A STANDARD SURVEY DISK STAMPED BOEUF 2 1977, FLUSH WITH
 BK2619'THE GROUND.
 BK2619'
 BK2619'THE AZIMUTH MARK NO. 2 1969 IS 0.4 MILES NORTHWEST OF THE STATION
 BK2619'ALONG STATE HIGHWAY 29, 14.8 FEET SOUTH-SOUTHEAST OF A CULVERT,
 BK2619'37 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 29, 18 FEET NORTH
 BK2619'OF POWER POLE NO. 98, 3 FEET NORTHEAST OF A FENCE LINE AND 1 FOOT
 BK2619'NORTHEAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK
 BK2619'STAMPED BOEUF AZ MK NO 2 1969, FLUSH WITH THE GROUND.
 BK2619'
 BK2619'REFERENCE MARK NO. 1 IS 20.14 FEET SOUTH OF THE STATION, 41 FEET
 BK2619'WEST OF THE CENTER OF STATE HIGHWAY 182, 125 FEET SOUTH OF THE
 BK2619'CENTER OF STATE HIGHWAY 29, 27.5 FEET SOUTH-SOUTHEAST OF THE CATALPA
 BK2619'TREE, AND 2.2 FEET NORTHWEST OF A POWER POLE.  IT IS STAMPED
 BK2619'BOEUF NO 1 1969M FLUSH WITH THE GROUND.
 BK2619'
 BK2619'REFERENCE MARK NO. 3 IS 108.69 FEET EAST-SOUTHEAST OF THE STATION,
 BK2619'58.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 182, 43.5 FEET NORTH
 BK2619'OF THE CENTER OF THE PARISH ROAD NO. 107, 7.4 FEET NORTH OF A POWER
 BK2619'POLE, 1.5 FEET SOUTH OF A FENCE CORNER.  IT IS STAMPED BOEUF 2
 BK2619'NO 3 1977, FLUSH WITH THE GROUND.
 BK2619'
 BK2619'REFERENCE MARK NO. 4 IS 93.28 FEET SOUTH OF THE STATION.  IT IS 44
 BK2619'FEET WEST OF STATE HIGHWAY 182, 1.5 FEET NORTH OF A FENCE CORNER,
 BK2619'37 FEET SOUTH OF THE PROJECTED CENTERLINE OF THE PARISH ROAD 107, 1
 BK2619'FOOT WEST OF A WITNESS POST, AND 27.5 FEET NORTHWEST OF THE WEST
 BK2619'END OF A CULVERT UNDER THE HIGHWAY.  IT IS STAMPED BOEUF 2 NO 4
 BK2619'1977, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3034 ***********************************************************************
 CP3034  DESIGNATION -  BOEUF 2
 CP3034  PID         -  CP3034
 CP3034  STATE/COUNTY-  LA/FRANKLIN
 CP3034  USGS QUAD   -  MASON (1983)
 CP3034
 CP3034                         *CURRENT SURVEY CONTROL
 CP3034  ___________________________________________________________________
 CP3034* NAD 83(1992)-  32 04 09.86767(N)    091 53 44.70660(W)     ADJUSTED  
 CP3034* NAVD 88     -        19.33   (+/-2cm)      63.4    (feet)  VERTCON   
 CP3034  ___________________________________________________________________
 CP3034  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 CP3034  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3034
 CP3034  HORZ ORDER  -  FIRST
 CP3034  VERT ORDER  -  THIRD ? (See Below)
 CP3034
 CP3034.The horizontal coordinates were established by classical geodetic methods
 CP3034.and adjusted by the National Geodetic Survey in May 1994..
 CP3034
 CP3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3034.The vertical order pertains to the NGVD 29 superseded value.
 CP3034
 CP3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3034
 CP3034.The geoid height was determined by GEOID03.
 CP3034
 CP3034;                    North         East     Units Scale Factor Converg.
 CP3034;SPC LA N     -   174,167.271 1,057,049.293   MT  0.99991823   +0 19 10.1
 CP3034;SPC LA N     -   571,413.79  3,468,002.56   sFT  0.99991823   +0 19 10.1
 CP3034;UTM  15      - 3,548,662.358   604,226.329   MT  0.99973397   +0 35 10.9
 CP3034
 CP3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3034!SPC LA N     -   1.00000103  x   0.99991823  =   0.99991926
 CP3034!UTM  15      -   1.00000103  x   0.99973397  =   0.99973500
 CP3034
 CP3034|---------------------------------------------------------------------|
 CP3034| PID    Reference Object                     Distance      Geod. Az  |
 CP3034|                                                           dddmmss.s |
 CP3034| CP1868 BOEUF RM 2                           58.845 METERS 04823     |
 CP3034| CP3033 BOEUF                                71.456 METERS 07651     |
 CP3034| CY3846 BOEUF 2 RM 3                         31.888 METERS 17027     |
 CP3034| CY3845 BOEUF 2 AZ MK                                      2172519.1 |
 CP3034|---------------------------------------------------------------------|
 CP3034
 CP3034                          SUPERSEDED SURVEY CONTROL
 CP3034
 CP3034  NAD 83(1992)-  32 04 09.86807(N)    091 53 44.70584(W) AD(       ) 1
 CP3034  NAD 83(1986)-  32 04 09.88147(N)    091 53 44.70096(W) AD(       ) 1
 CP3034  NAD 27      -  32 04 09.31768(N)    091 53 44.23075(W) AD(       ) 1
 CP3034  NGVD 29 (07/19/86)   19.35   (m)           63.5    (f) LEVELING    3  
 CP3034
 CP3034.Superseded values are not recommended for survey control.
 CP3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3034.See file dsdata.txt to determine how the superseded data were derived.
 CP3034
 CP3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0422648662(NAD 83)
 CP3034_MARKER: DS = TRIANGULATION STATION DISK
 CP3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3034
 CP3034  HISTORY     - Date     Condition        Report By
 CP3034  HISTORY     - 1971     MONUMENTED       NGS
 CP3034
 CP3034                          STATION DESCRIPTION
 CP3034
 CP3034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3034'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO FENCE POST
 CP3034'ON LINE.
 CP3034'
 CP3034'TENSION ON MEASUREMENTS TO REFERENCE MARKS WAS 10 KILOS.
 CP3034'
 CP3034'THE STATION IS LOCATED ABOUT 11 MILES EAST OF COLUMBIA, 5
 CP3034'MILES WEST OF FORT NECESSITY, 2 MILES EAST OF A BRIDGE
 CP3034'OVER BOEUF RIVER ON STATE HIGHWAY 4 AND IN SECTION 31, T 13 N,
 CP3034'R 6 E ON THE PROPERTY OF MR. RAY BRYAN, ROUTE 2, WINNSBORO,
 CP3034'LOUISIANA.
 CP3034'
 CP3034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 CP3034'STATE HIGHWAY 4 AT THE NORTH EDGE OF COLUMBIA, GO EAST
 CP3034'ON STATE HIGHWAY 4 FOR 10.5 MILES TO THE BRIDGE OVER BOEUF
 CP3034'RIVER.  CONTINUE EAST ON STATE HIGHWAY 4 FOR 2 MILES TO
 CP3034'THE STATION ON THE RIGHT.
 CP3034'
 CP3034'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 CP3034'ACROSS PASTURE LAND FOR 0.3 MILE TO THE AZIMUTH MARK IN
 CP3034'OPEN PASTURE LAND.
 CP3034'
 CP3034'THE STATION MARKS ARE STANDARD DISKS STAMPED BOEUF 2
 CP3034'1971.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CP3034'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3034'SURFACE.  IT IS 80 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 CP3034'4, 38 FEET SOUTH OF A FENCE AND 29.5 FEET WEST OF A METAL
 CP3034'WITNESS POST IN A FENCE LINE.  THE UNDERGROUND DISK IS SET
 CP3034'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CP3034'THE GROUND SURFACE.
 CP3034'
 CP3034'REFERENCE MARK 2, A STANDARD DISK STAMPED BOEUF NO 2 1941, IS
 CP3034'SET IN THE TOP OF A 12-INCH SQAURE CONCRETE MONUMENT THAT PROJECTS
 CP3034'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET NORTH OF THE
 CP3034'CENTER OF STATE HIGHWAY 4 AND 1 FOOT EAST OF A METAL WITNESS
 CP3034'POST WITH SIGN.
 CP3034'
 CP3034'REFERENCE MARK 3, A STANDARD DISK STAMPED BOEUF 2 NO 3 1971,
 CP3034'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3034'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 179 FEET NORTH
 CP3034'OF A POWERLINE POLE, 128 FEET SOUTH OF A CORNER FENCE POST AND 1
 CP3034'FOOT WEST OF A FENCE.
 CP3034'
 CP3034'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOEUF 2 1971,
 CP3034'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3034'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET NORTH
 CP3034'OF A 24-INCH LIVE OAK TREE, 2.4 FEET NORTH OF A METAL WITNESS
 CP3034'POST WITH SIGN AND IN OPEN PASTURE LAND.
 CP3034'
 CP3034'BOEUF 1941 MARKS ARE STANDARD DISKS STAMPED BOEUF 1941
 CP3034'1966.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 CP3034'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 CP3034'SURFACE.  IT IS 38 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 CP3034'4, 7 FEET NORTH OF A FENCE AND 1 FOOT SOUTH OF A METAL
 CP3034'WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN
 CP3034'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CP3034'THE GROUND SURFACE.
 CP3034'
 CP3034'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2618 ***********************************************************************
 BK2618  DESIGNATION -  BOEUF 2 RM 4
 BK2618  PID         -  BK2618
 BK2618  STATE/COUNTY-  LA/ST LANDRY
 BK2618  USGS QUAD   -  WHITEVILLE (1992)
 BK2618
 BK2618                         *CURRENT SURVEY CONTROL
 BK2618  ___________________________________________________________________
 BK2618* NAD 83(1992)-  30 47 17.47516(N)    092 10 47.50699(W)     ADJUSTED  
 BK2618* NAVD 88     -        13.2    (meters)      43.     (feet)  VERTCON   
 BK2618  ___________________________________________________________________
 BK2618  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2618  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2618
 BK2618  HORZ ORDER  -  SECOND
 BK2618
 BK2618.The horizontal coordinates were established by classical geodetic methods
 BK2618.and adjusted by the National Geodetic Survey in January 1993..
 BK2618
 BK2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2618
 BK2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2618
 BK2618.The geoid height was determined by GEOID03.
 BK2618
 BK2618;                    North         East     Units Scale Factor Converg.
 BK2618;SPC LA S     -   253,939.734   918,973.779   MT  1.00001994   -0 25 23.8
 BK2618;SPC LA S     -   833,133.94  3,014,999.81   sFT  1.00001994   -0 25 23.8
 BK2618;UTM  15      - 3,406,415.658   578,469.052   MT  0.99967595   +0 25 11.4
 BK2618
 BK2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2618!SPC LA S     -   1.00000220  x   1.00001994  =   1.00002214
 BK2618!UTM  15      -   1.00000220  x   0.99967595  =   0.99967815
 BK2618
 BK2618                          SUPERSEDED SURVEY CONTROL
 BK2618
 BK2618  NAD 83(1986)-  30 47 17.49698(N)    092 10 47.50019(W) AD(       ) 2
 BK2618  NAD 27      -  30 47 16.79408(N)    092 10 47.05333(W) AD(       ) 2
 BK2618  NGVD 29 (07/19/86)   13.2    (m)           43.     (f) VERT ANG       
 BK2618
 BK2618.Superseded values are not recommended for survey control.
 BK2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2618.See file dsdata.txt to determine how the superseded data were derived.
 BK2618
 BK2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7846906416(NAD 83)
 BK2618_MARKER: DR = REFERENCE MARK DISK
 BK2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2618+STABILITY: SURFACE MOTION
 BK2618
 BK2618  HISTORY     - Date     Condition        Report By
 BK2618  HISTORY     - 1977     MONUMENTED       NGS
 BK2618
 BK2618                          STATION DESCRIPTION
 BK2618
 BK2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BK2618'THE STATION IS LOCATED 12.5 MILES NORTHWEST OF BEGGS, AT THE
 BK2618'JUNCTION STATE HIGHWAYS 29 AND 182, IN THE NORTHEAST 1/4 OF SECTION
 BK2618'25, T 35 R3E, ON THE PROPERTY OWNED BY CLYDE BILLEAUDEAU, IN THE
 BK2618'SOUTHEAST ANGLE OF THE INTERSECTIONS OF THE HIGHWAYS.  IT IS 48
 BK2618'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 182, 105 FEET SOUTH
 BK2618'OF CENTER OF STATE HIGHWAY 29, 56.7 FEET NORTH OF THE PROJECTED
 BK2618'CENTERLINE OF PARISH ROAD 107, 7.5 FEET SOUTH OF A 2-FOOT
 BK2618'CATALPA TREE, AND 22 FEET NORTH OF POWER POLE WITH TRANSFORMER.
 BK2618'IT IS A STANDARD SURVEY DISK STAMPED BOEUF 2 1977, FLUSH WITH
 BK2618'THE GROUND.
 BK2618'
 BK2618'REFERENCE MARK NO. 4 IS 93.28 FEET SOUTH OF THE STATION.  IT IS 44
 BK2618'FEET WEST OF STATE HIGHWAY 182, 1.5 FEET NORTH OF A FENCE CORNER,
 BK2618'37 FEET SOUTH OF THE PROJECTED CENTERLINE OF THE PARISH ROAD 107,
 BK2618'1 FOOT WEST OF A WITNESS POST, AND 27.5 FEET NORTHWEST OF THE WEST
 BK2618'END OF A CULVERT UNDER THE HIGHWAY.  IT IS STAMPED BOEUF 2 NO 4
 BK2618'1977, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2119 ***********************************************************************
 BK2119  DESIGNATION -  BOEUF AZ MK 2
 BK2119  PID         -  BK2119
 BK2119  STATE/COUNTY-  LA/ST LANDRY
 BK2119  USGS QUAD   -  WHITEVILLE (1992)
 BK2119
 BK2119                         *CURRENT SURVEY CONTROL
 BK2119  ___________________________________________________________________
 BK2119* NAD 83(1992)-  30 47 39.64094(N)    092 10 55.15813(W)     ADJUSTED  
 BK2119* NAVD 88     -        12.83   (+/-2cm)      42.1    (feet)  VERTCON   
 BK2119  ___________________________________________________________________
 BK2119  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2119  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2119
 BK2119  HORZ ORDER  -  SECOND
 BK2119  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2119
 BK2119.The horizontal coordinates were established by classical geodetic methods
 BK2119.and adjusted by the National Geodetic Survey in January 1993..
 BK2119
 BK2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2119.The vertical order pertains to the NGVD 29 superseded value.
 BK2119
 BK2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2119
 BK2119.The geoid height was determined by GEOID03.
 BK2119
 BK2119;                    North         East     Units Scale Factor Converg.
 BK2119;SPC LA S     -   254,623.854   918,775.412   MT  1.00002143   -0 25 27.6
 BK2119;SPC LA S     -   835,378.43  3,014,349.00   sFT  1.00002143   -0 25 27.6
 BK2119;UTM  15      - 3,407,096.549   578,260.711   MT  0.99967555   +0 25 07.7
 BK2119
 BK2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2119!SPC LA S     -   1.00000226  x   1.00002143  =   1.00002369
 BK2119!UTM  15      -   1.00000226  x   0.99967555  =   0.99967781
 BK2119
 BK2119:                Primary Azimuth Mark                     Grid Az
 BK2119:SPC LA S     -  BOEUF 2                                  164 37 48.0
 BK2119:UTM  15      -  BOEUF 2                                  163 47 12.7
 BK2119
 BK2119|---------------------------------------------------------------------|
 BK2119| PID    Reference Object                     Distance      Geod. Az  |
 BK2119|                                                           dddmmss.s |
 BK2119| BK2619 BOEUF 2                             APPROX. 0.7 KM 1641220.4 |
 BK2119|---------------------------------------------------------------------|
 BK2119
 BK2119                          SUPERSEDED SURVEY CONTROL
 BK2119
 BK2119  NAD 83(1986)-  30 47 39.66268(N)    092 10 55.15127(W) AD(       ) 2
 BK2119  NAD 27      -  30 47 38.96054(N)    092 10 54.70413(W) AD(       ) 2
 BK2119  NGVD 29 (??/??/??)   12.804  (m)           42.01   (f) ADJUSTED    2 2
 BK2119
 BK2119.Superseded values are not recommended for survey control.
 BK2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2119.See file dsdata.txt to determine how the superseded data were derived.
 BK2119
 BK2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7826107097(NAD 83)
 BK2119_MARKER: DZ = AZIMUTH MARK DISK
 BK2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2119_SP_SET: CONCRETE POST
 BK2119_STAMPING: BOEUF AZMK NO 2 1969
 BK2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2119+STABILITY: SURFACE MOTION
 BK2119
 BK2119  HISTORY     - Date     Condition        Report By
 BK2119  HISTORY     - 1969     MONUMENTED       LADTD
 BK2119  HISTORY     - 1977     GOOD             LADTD
 BK2119
 BK2119                          STATION DESCRIPTION
 BK2119
 BK2119'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2119'AZIMUTH MARK 2 IS 0.44 MILE NORTHWEST OF STATION BOEUF LADH.  IT
 BK2119'IS 2.00 FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN,
 BK2119'3.20 FEET EAST-NORTHEAST OF A FENCE, 17.70 FEET NORTH OF POWER
 BK2119'POLE NO. 98, 14.78 FEET SOUTH-SOUTHEAST OF A CULVERT, AND 37.30
 BK2119'FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 29.  IT
 BK2119'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BK2119'GEODETIC SURVEY DISK STAMPED AZ.MK. NO. 2 BOEUF 1969, PROJECTING
 BK2119'2 INCHES.
 BK2119
 BK2119                          STATION RECOVERY (1977)
 BK2119
 BK2119'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BK2119'.40 MI SE FROM WHITEVILLE.
 BK2119'ABOUT .40 MILES NW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF STATE
 BK2119'HIGHWAY 182 AT WHITEVILLE, 37 FT NW OF THE CENTERLINE OF STATE HIGHWAY
 BK2119'29, 17 FT NE OF POWER POLE NO 98, 17 FT SW OF OF A FENCE CORNER, 30 FT
 BK2119'SW OF THE CENTERLINE OF A FIELD DRIVEWAY LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1869 ***********************************************************************
 CP1869  DESIGNATION -  BOEUF RM 1
 CP1869  PID         -  CP1869
 CP1869  STATE/COUNTY-  LA/FRANKLIN
 CP1869  USGS QUAD   -  MASON (1983)
 CP1869
 CP1869                         *CURRENT SURVEY CONTROL
 CP1869  ___________________________________________________________________
 CP1869* NAD 83(1986)-  32 04 10.     (N)    091 53 41.     (W)     SCALED    
 CP1869* NAVD 88     -        20.15   (+/-2cm)      66.1    (feet)  VERTCON   
 CP1869  ___________________________________________________________________
 CP1869  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP1869
 CP1869  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1869
 CP1869.The horizontal coordinates were scaled from a topographic map and have
 CP1869.an estimated accuracy of +/- 6 seconds.
 CP1869
 CP1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1869.The vertical order pertains to the NGVD 29 superseded value.
 CP1869
 CP1869.The geoid height was determined by GEOID03.
 CP1869
 CP1869;                    North         East    Units  Estimated Accuracy
 CP1869;SPC LA N     -   174,170.    1,057,150.      MT  (+/- 180 meters Scaled)
 CP1869
 CP1869                          SUPERSEDED SURVEY CONTROL
 CP1869
 CP1869  NGVD 29 (??/??/92)   20.168  (m)           66.17   (f) ADJ UNCH    1 2
 CP1869
 CP1869.Superseded values are not recommended for survey control.
 CP1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1869.See file dsdata.txt to determine how the superseded data were derived.
 CP1869
 CP1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR043486(NAD 83)
 CP1869_MARKER: DR = REFERENCE MARK DISK
 CP1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1869_STAMPING: BOEUF NO 1 1941
 CP1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1869+STABILITY: SURFACE MOTION
 CP1869
 CP1869  HISTORY     - Date     Condition        Report By
 CP1869  HISTORY     - 1941     MONUMENTED       CGS
 CP1869  HISTORY     - 1966     GOOD             NGS
 CP1869
 CP1869                          STATION DESCRIPTION
 CP1869
 CP1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1869'4.9 MI W FROM FT NECESSITY.
 CP1869'ABOUT 4.9 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT FT.
 CP1869'NECESSITY, IN SECTION 31, T 13 N, R 6 E, 38 FEET SOUTH OF THE CENTER
 CP1869'LINE OF THE HIGHWAY, 204 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM
 CP1869'BOEUF R.M. 2, 4 1/2 FEET NORTH OF A FENCE, 0.7 FOOT NORTH OF A METAL
 CP1869'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CP1869'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2097 ***********************************************************************
 BK2097  DESIGNATION -  BOEUF RM 1
 BK2097  PID         -  BK2097
 BK2097  STATE/COUNTY-  LA/ST LANDRY
 BK2097  USGS QUAD   -  WHITEVILLE (1992)
 BK2097
 BK2097                         *CURRENT SURVEY CONTROL
 BK2097  ___________________________________________________________________
 BK2097* NAD 83(1986)-  30 47 16.     (N)    092 10 48.     (W)     SCALED    
 BK2097* NAVD 88     -        12.67   (+/-2cm)      41.6    (feet)  VERTCON   
 BK2097  ___________________________________________________________________
 BK2097  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2097
 BK2097  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2097
 BK2097.The horizontal coordinates were scaled from a topographic map and have
 BK2097.an estimated accuracy of +/- 6 seconds.
 BK2097
 BK2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2097.The vertical order pertains to the NGVD 29 superseded value.
 BK2097
 BK2097.The geoid height was determined by GEOID03.
 BK2097
 BK2097;                    North         East    Units  Estimated Accuracy
 BK2097;SPC LA S     -   253,890.      918,960.      MT  (+/- 180 meters Scaled)
 BK2097
 BK2097                          SUPERSEDED SURVEY CONTROL
 BK2097
 BK2097  NGVD 29 (??/??/??)   12.648  (m)           41.50   (f) ADJUSTED    2 2
 BK2097
 BK2097.Superseded values are not recommended for survey control.
 BK2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2097.See file dsdata.txt to determine how the superseded data were derived.
 BK2097
 BK2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ784063(NAD 83)
 BK2097_MARKER: DR = REFERENCE MARK DISK
 BK2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2097_SP_SET: CONCRETE POST
 BK2097_STAMPING: BOEUF NO 1 1969
 BK2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2097+STABILITY: SURFACE MOTION
 BK2097
 BK2097  HISTORY     - Date     Condition        Report By
 BK2097  HISTORY     - 1969     MONUMENTED       LADH
 BK2097  HISTORY     - 1977     GOOD             LADTD
 BK2097
 BK2097                          STATION DESCRIPTION
 BK2097
 BK2097'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2097'6.5 MI NE FROM MORROW.
 BK2097'THIS MARKER IS LOCATED 12.6 MILES NW OF BEGGS AT THE JUNCTION OF STATE
 BK2097'HIGHWAY 182 AND STATE HIGHWAY 29 AT WHITEVILLE, 190 FT NE OF A FENCE,
 BK2097'46 FT NE OF BOEUF TRIANGULATION STATION, 2 FT NW OF A POWER POLE, 41
 BK2097'FT SW OF THE CENTERLINE OF STATE HIGHWAY 182 AND 120 FT SE OF THE
 BK2097'CENTERLINE OF STATE HIGHWAY 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1868 ***********************************************************************
 CP1868  DESIGNATION -  BOEUF RM 2
 CP1868  PID         -  CP1868
 CP1868  STATE/COUNTY-  LA/FRANKLIN
 CP1868  USGS QUAD   -  MASON (1983)
 CP1868
 CP1868                         *CURRENT SURVEY CONTROL
 CP1868  ___________________________________________________________________
 CP1868* NAD 83(1986)-  32 04 10.     (N)    091 53 41.     (W)     SCALED    
 CP1868* NAVD 88     -        20.77   (+/-2cm)      68.1    (feet)  VERTCON   
 CP1868  ___________________________________________________________________
 CP1868  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP1868
 CP1868  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1868
 CP1868.The horizontal coordinates were scaled from a topographic map and have
 CP1868.an estimated accuracy of +/- 6 seconds.
 CP1868
 CP1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1868.The vertical order pertains to the NGVD 29 superseded value.
 CP1868
 CP1868.The geoid height was determined by GEOID03.
 CP1868
 CP1868;                    North         East    Units  Estimated Accuracy
 CP1868;SPC LA N     -   174,170.    1,057,150.      MT  (+/- 180 meters Scaled)
 CP1868
 CP1868                          SUPERSEDED SURVEY CONTROL
 CP1868
 CP1868  NGVD 29 (??/??/92)   20.792  (m)           68.22   (f) ADJ UNCH    1 2
 CP1868
 CP1868.Superseded values are not recommended for survey control.
 CP1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1868.See file dsdata.txt to determine how the superseded data were derived.
 CP1868
 CP1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR043486(NAD 83)
 CP1868_MARKER: DR = REFERENCE MARK DISK
 CP1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1868_STAMPING: BOEUF NO 2 1941
 CP1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1868+STABILITY: SURFACE MOTION
 CP1868
 CP1868  HISTORY     - Date     Condition        Report By
 CP1868  HISTORY     - 1941     MONUMENTED       CGS
 CP1868  HISTORY     - 1966     GOOD             NGS
 CP1868
 CP1868                          STATION DESCRIPTION
 CP1868
 CP1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1868'4.9 MI W FROM FT NECESSITY.
 CP1868'ABOUT 4.9 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT FT.
 CP1868'NECESSITY, IN SECTION 31, T 13 N, R 6 E, 43 FEET NORTH OF THE CENTER
 CP1868'LINE OF THE HIGHWAY, 55 FEET WEST OF POWER POLE NUMBER 87, 29 FEET
 CP1868'WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 0.5 FOOT SOUTH OF A FENCE, 1.0
 CP1868'FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CP1868'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1298 ***********************************************************************
 AT1298  DESIGNATION -  BOEUFS
 AT1298  PID         -  AT1298
 AT1298  STATE/COUNTY-  LA/PLAQUEMINES
 AT1298  USGS QUAD   -  LAKE CUATRO CABALLO (1992)
 AT1298
 AT1298                         *CURRENT SURVEY CONTROL
 AT1298  ___________________________________________________________________
 AT1298* NAD 83(1992)-  29 44 11.26046(N)    089 41 30.59797(W)     ADJUSTED  
 AT1298* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1298  **This station is located in a subsidence area (see below).
 AT1298  ___________________________________________________________________
 AT1298  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AT1298  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AT1298
 AT1298  HORZ ORDER  -  SECOND
 AT1298
 AT1298.The horizontal coordinates were established by classical geodetic methods
 AT1298.and adjusted by the National Geodetic Survey in May 1994..
 AT1298
 AT1298 ** The orthometric height has not been validated since last determined
 AT1298 ** by differential leveling and should not be used for control purposes.
 AT1298 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1298 ** area with valid NAVD 88 orthometric heights.
 AT1298 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1298 ** epoch indicated which incorporates improved geoid heights for the
 AT1298 ** Southern Louisiana Subsidence area.
 AT1298 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1298.The orthometric height was scaled from a topographic map.
 AT1298
 AT1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1298
 AT1298.The geoid height was determined by GEOID03.
 AT1298
 AT1298;                    North         East     Units Scale Factor Converg.
 AT1298;SPC LA S     -   138,192.467 1,158,783.548   MT  0.99993633   +0 49 14.8
 AT1298;SPC LA S     -   453,386.45  3,801,775.69   sFT  0.99993633   +0 49 14.8
 AT1298;UTM  16      - 3,292,618.664   239,646.725   MT  1.00043642   -1 20 09.4
 AT1298
 AT1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1298!SPC LA S     -   1.00000398  x   0.99993633  =   0.99994031
 AT1298!UTM  16      -   1.00000398  x   1.00043642  =   1.00044040
 AT1298
 AT1298:                Primary Azimuth Mark                     Grid Az
 AT1298:SPC LA S     -  BOEUFS AZ MK                             236 40 49.0
 AT1298:UTM  16      -  BOEUFS AZ MK                             238 50 13.2
 AT1298
 AT1298|---------------------------------------------------------------------|
 AT1298| PID    Reference Object                     Distance      Geod. Az  |
 AT1298|                                                           dddmmss.s |
 AT1298| DD6381 BOEUFS AZ MK                                       2373003.8 |
 AT1298| DD6382 BOEUFS RM 1                          41.580 METERS 26629     |
 AT1298| DD6383 BOEUFS RM 2                          62.850 METERS 35655     |
 AT1298|---------------------------------------------------------------------|
 AT1298
 AT1298                          SUPERSEDED SURVEY CONTROL
 AT1298
 AT1298  NAD 83(1992)-  29 44 11.25974(N)    089 41 30.59732(W) AD(       ) 2
 AT1298  NAD 83(1986)-  29 44 11.27029(N)    089 41 30.60013(W) AD(       ) 2
 AT1298  NAD 27      -  29 44 10.51500(N)    089 41 30.38600(W) AD(       ) 2
 AT1298
 AT1298.Superseded values are not recommended for survey control.
 AT1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1298.See file dsdata.txt to determine how the superseded data were derived.
 AT1298
 AT1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3964792619(NAD 83)
 AT1298_MARKER: DS = TRIANGULATION STATION DISK
 AT1298_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1298_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1298
 AT1298  HISTORY     - Date     Condition        Report By
 AT1298  HISTORY     - 1934     MONUMENTED       CGS
 AT1298  HISTORY     - 1952     GOOD             CGS
 AT1298  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1298  HISTORY     - 1978     GOOD             LOCENG
 AT1298
 AT1298                          STATION DESCRIPTION
 AT1298
 AT1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1298'ABOUT 5-1/2 MILES
 AT1298'E OF DELACROIX
 AT1298'ISLAND AND 1 MILE S OF THE S END OF LAKE AMEDE, ON
 AT1298'THE SW BANK OF BAYOU TERRE AUX
 AT1298'BOEUFS AT THE POINT OF INTERSECTION
 AT1298'OF THE FIRST BAYOU TO BRANCH OFF TO THE S AS YOU
 AT1298'COME DOWN BAYOU
 AT1298'TERRE AUX BOEUFS FROM DELACROIX ISLAND, 120 FEET FROM THE WATERS
 AT1298'EDGE ON THE S
 AT1298'BANK OF BAYOU TERRE AUX BOEUFS, AND ABOUT 150 FEET
 AT1298'FROM THE WATERS EDGE ON THE W
 AT1298'BANK OF THE INTERSECTING BAYOU.
 AT1298'THE STATION IS MARKED BY A STANDARD BRONZE DISK
 AT1298'SET IN CONCRETE
 AT1298'AT THE TOP OF A TILE.  REFERENCE MARK
 AT1298'NO. 1 IS A
 AT1298'STANDARD BRONZE REFERENCE DISK SET IN CONCRETE AT THE
 AT1298'TOP OF A TILE, IS
 AT1298'S 41.850 METERS (136.42
 AT1298'FEET) FROM THE STATION S 86 DEG 29 W.  REFERENCE MARK NO. 2
 AT1298'IS A STANDARD BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP
 AT1298'OF A TILE,
 AT1298'IS 62.850 METERS (206.20 FEET)
 AT1298'FROM THE STATION
 AT1298'N 3 DEG 05 MIN W.  THE DISTANCE BETWEEN THE
 AT1298'REFERENCE MARKS IS 75.392 METERS (247.392
 AT1298'METERS (247.35 FEET).  THE AZIMUTH MARK
 AT1298'IS A STANDARD BRONZE DISK SET IN CONCRETE SET IN CONCRETE AT
 AT1298'THE TOP OF A TILE,
 AT1298'IS ON THE W SIDE OF THE CONNECTING BAYOU
 AT1298'ABOUT 75 FEET FROM
 AT1298'THE N BANK OF A SMALL DITCH EMPTYING INTO THE
 AT1298'INTERSECTION BAYOU AND ABOUT 1/4 MILE
 AT1298'FROM THE STATION S 57 DEG 30 MIN W.
 AT1298
 AT1298                          STATION RECOVERY (1952)
 AT1298
 AT1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1298'STATION, R.M. 1, R.M. 2, AND AZIMUTH
 AT1298'MARK RECOVERED IN
 AT1298'GOOD CONDITION.  DESCRIPTION ADEQUATE EXCEPT
 AT1298'FOR FOLLOWING CHANGE IN MEASUREMENT-
 AT1298'
 AT1298'STATION IS NOW 59 FEET NW OF BANK OF INTERSECTING BAYOU
 AT1298'INSTEAD OF 150 FEET.
 AT1298
 AT1298                          STATION RECOVERY (1965)
 AT1298
 AT1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1298'STATION MARK WAS NOT RECOVERED BUT COULD VERY POSSIBLY STILL
 AT1298'BE IN PLACE
 AT1298'COVERED OVER BY SILT AND MUD.  REFERENCE MARK 1 WAS NOT
 AT1298'FOUND.  REFERENCE MARK 2 WAS RECOVERED.
 AT1298'
 AT1298'THE STATION WAS REACHED BY FLOAT PLANE.
 AT1298
 AT1298                          STATION RECOVERY (1978)
 AT1298
 AT1298'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (FLD)
 AT1298'BOEUFS 1934 RECOVERED EXCELLENT.  RM NO. 2 RECOV. BUT NEEDS REPAIR
 AT1298'AZ MK IN, I FEEL SURE BUT WAS NOT RECOVERED NO DOUBT BURIED APPX 10
 AT1298'FEET.
 AT1298'
 AT1298'COULD USE SOME WIT. POST-AS I WORK THE VARIOUS AREA THESE COULD BE
 AT1298'ESTABLISHED.  (STA NOW 24 FEET FM BOTH BAYOUS)
 AT1298'
 AT1298'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MI SE OF DELACROIX,
 AT1298'LA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1774 ***********************************************************************
 BH1774  DESIGNATION -  BOGALUSA
 BH1774  PID         -  BH1774
 BH1774  STATE/COUNTY-  LA/WASHINGTON
 BH1774  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1774
 BH1774                         *CURRENT SURVEY CONTROL
 BH1774  ___________________________________________________________________
 BH1774* NAD 83(1986)-  30 47 19.     (N)    089 51 21.     (W)     SCALED    
 BH1774* NAVD 88     -        30.488  (meters)     100.03   (feet)  ADJUSTED  
 BH1774  ___________________________________________________________________
 BH1774  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH1774  DYNAMIC HT  -          30.449 (meters)      99.90  (feet)  COMP
 BH1774  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BH1774
 BH1774  VERT ORDER  -  SECOND    CLASS I
 BH1774
 BH1774.The horizontal coordinates were scaled from a topographic map and have
 BH1774.an estimated accuracy of +/- 6 seconds.
 BH1774
 BH1774.The orthometric height was determined by differential leveling
 BH1774.and adjusted by the National Geodetic Survey in February 1994..
 BH1774
 BH1774.The geoid height was determined by GEOID03.
 BH1774
 BH1774.The dynamic height is computed by dividing the NAVD 88
 BH1774.geopotential number by the normal gravity value computed on the
 BH1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1774.degrees latitude (g = 980.6199 gals.).
 BH1774
 BH1774.The modeled gravity was interpolated from observed gravity values.
 BH1774
 BH1774;                    North         East    Units  Estimated Accuracy
 BH1774;SPC LA S     -   254,600.    1,141,420.      MT  (+/- 180 meters Scaled)
 BH1774
 BH1774                          SUPERSEDED SURVEY CONTROL
 BH1774
 BH1774.No superseded survey control is available for this station.
 BH1774
 BH1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV267096(NAD 83)
 BH1774_MARKER: DS = TRIANGULATION STATION DISK
 BH1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1774_SP_SET: CONCRETE POST
 BH1774_STAMPING: BOGALUSA 1935
 BH1774_MARK LOGO: CGS   
 BH1774_PROJECTION: RECESSED 15 CENTIMETERS
 BH1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1774+STABILITY: SURFACE MOTION
 BH1774
 BH1774  HISTORY     - Date     Condition        Report By
 BH1774  HISTORY     - 1935     MONUMENTED       CGS
 BH1774  HISTORY     - 1984     GOOD             LADTD
 BH1774
 BH1774                          STATION DESCRIPTION
 BH1774
 BH1774'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1774'IN BOGALUSA.
 BH1774'LOCATED AT THE NORTHSIDE ELEMENTARY SCHOOL IN THE SOUTHWEST CORNER OF
 BH1774'THE SCHOOL GROUNDS AT THE JUNCTION OF ATLANTA AND MISSISSIPPI STREETS
 BH1774'WITH THE STATION MARK ENCASED BY AN 4-INCH PIPE WITH ASPHALT AROUND
 BH1774'THE PIPE, 152.4 METERS (500 FT) SOUTHWEST OF MAIN ENTRANCE TO SCHOOL,
 BH1774'34.1 METERS (112 FT) NORTHEAST OF INTERSECTION OF ATLANTA AND
 BH1774'MISSISSIPPI STRES, AND 27.9 METERS (91.5 FT) NORTH OF THE CENTER OF
 BH1774'MISSISSIPPI STREET.
 BH1774'THE MARK IS 20.1 METERS  E FROM  THE CENTER OF ATLANTA ST
 BH1774'THE MARK IS ABOVE LEVEL WITH MISSISSIPPI STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2965 ***********************************************************************
 BH2965  DESIGNATION -  BOGALUSA
 BH2965  PID         -  BH2965
 BH2965  STATE/COUNTY-  LA/WASHINGTON
 BH2965  USGS QUAD   -  BOGALUSA EAST (1997)
 BH2965
 BH2965                         *CURRENT SURVEY CONTROL
 BH2965  ___________________________________________________________________
 BH2965* NAD 83(1992)-  30 47 18.96139(N)    089 51 21.56885(W)     ADJUSTED  
 BH2965* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 BH2965  ___________________________________________________________________
 BH2965  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BH2965  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH2965
 BH2965  HORZ ORDER  -  SECOND
 BH2965
 BH2965.The horizontal coordinates were established by classical geodetic methods
 BH2965.and adjusted by the National Geodetic Survey in May 1994..
 BH2965
 BH2965.The orthometric height was scaled from a topographic map.
 BH2965
 BH2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2965
 BH2965.The geoid height was determined by GEOID03.
 BH2965
 BH2965;                    North         East     Units Scale Factor Converg.
 BH2965;SPC LA S     -   254,597.739 1,141,401.665   MT  1.00002004   +0 44 19.3
 BH2965;SPC LA S     -   835,292.75  3,744,748.63   sFT  1.00002004   +0 44 19.3
 BH2965;SPC MS E     -   143,287.688   202,119.409   MT  1.00006814   -0 31 24.6
 BH2965;SPC MS E     -   470,103.02    663,120.09   sFT  1.00006814   -0 31 24.6
 BH2965;UTM  16      - 3,409,662.415   226,695.877   MT  1.00052152   -1 27 46.1
 BH2965
 BH2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2965!SPC LA S     -   0.99999905  x   1.00002004  =   1.00001909
 BH2965!SPC MS E     -   0.99999905  x   1.00006814  =   1.00006719
 BH2965!UTM  16      -   0.99999905  x   1.00052152  =   1.00052057
 BH2965
 BH2965:                Primary Azimuth Mark                     Grid Az
 BH2965:SPC LA S     -  BOGALUSA AZ MK                           035 45 12.4
 BH2965:SPC MS E     -  BOGALUSA AZ MK                           037 00 56.3
 BH2965:UTM  16      -  BOGALUSA AZ MK                           037 57 17.8
 BH2965
 BH2965|---------------------------------------------------------------------|
 BH2965| PID    Reference Object                     Distance      Geod. Az  |
 BH2965|                                                           dddmmss.s |
 BH2965| BH1772 BOGALUSA AZ MK                                     0362931.7 |
 BH2965| BH1773 BOGALUSA RM 1                        50.286 METERS 15910     |
 BH2965| BH2966 BOGALUSA PAPER CO TANK              APPROX. 1.0 KM 1871303.7 |
 BH2965| BH2967 BOGALUSA PAPER CO CHIMNEY           APPROX. 1.2 KM 1912536.2 |
 BH2965| BH1775 BOGALUSA RM 2                        67.401 METERS 27211     |
 BH2965|---------------------------------------------------------------------|
 BH2965
 BH2965                          SUPERSEDED SURVEY CONTROL
 BH2965
 BH2965  NAD 83(1992)-  30 47 18.96441(N)    089 51 21.57101(W) AD(       ) 2
 BH2965  NAD 83(1986)-  30 47 18.97563(N)    089 51 21.56472(W) AD(       ) 2
 BH2965  NAD 27      -  30 47 18.30205(N)    089 51 21.29552(W) AD(       ) 2
 BH2965
 BH2965.Superseded values are not recommended for survey control.
 BH2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2965.See file dsdata.txt to determine how the superseded data were derived.
 BH2965
 BH2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2669609662(NAD 83)
 BH2965_MARKER: DS = TRIANGULATION STATION DISK
 BH2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2965+STABILITY: SURFACE MOTION
 BH2965
 BH2965  HISTORY     - Date     Condition        Report By
 BH2965  HISTORY     - 1935     MONUMENTED       CGS
 BH2965  HISTORY     - 1936     GOOD             LAGS
 BH2965  HISTORY     - 1955     GOOD             CGS
 BH2965  HISTORY     - 1969     GOOD             CGS
 BH2965
 BH2965                          STATION DESCRIPTION
 BH2965
 BH2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2965'IN BOGALUSA, IN THE NORTHEAST PART OF THE CITY, ON PUBLIC SCHOOL
 BH2965'PROPERTY AND IN THE SOUTHWEST CORNER OF THE HIGH SCHOOL GROUNDS,
 BH2965'500 FEET SOUTHWEST OF THE MAIN ENTRANCE TO THE SCHOOL, 112 FEET
 BH2965'NORTHEAST OF THE INTERSECTION OF ATLANTA AND MISSISSIPPI STREETS,
 BH2965'66 FEET EAST OF THE CENTER LINE OF ATLANTA STREET, 91.5 FEET
 BH2965'NORTH OF CENTER LINE OF MISSISSIPPI STREET, SET FLUSH WITH THE
 BH2965'GROUND.
 BH2965'
 BH2965'TO REACH FROM THE RAILROAD STATION IN BOGALUSA, GO EAST ON
 BH2965'MISSISSIPPI STREET FOR 0.4 MILE TO THE INTERSECTION WITH ATLANTA
 BH2965'STREET, AND THE STATION.
 BH2965'
 BH2965'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BH2965'BRONZE DISKS SET IN CONCRETE.
 BH2965'
 BH2965'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, SET IN CONCRETE
 BH2965'SIDEWALK, 6 INCHES FROM NORTH EDGE OF SIDEWALK, 44 FEET SOUTH OF
 BH2965'THE CENTER LINE OF MISSISSIPPI STREET, 160 FEET EAST OF THE CENTER
 BH2965'LINE OF ATLANTA STREET, AND 18 FEET NORTH OF ENTRANCE TO NO. 510
 BH2965'MISSISSIPPI STREET.
 BH2965'
 BH2965'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION, SET IN SIDEWALK,
 BH2965'6 INCHES FROM SOUTH EDGE OF SIDEWALK, 151 FEET WEST OF THE CENTER
 BH2965'LINE OF ATLANTA STREET, 45 FEET NORTH OF THE CENTER LINE OF
 BH2965'MISSISSIPPI
 BH2965'STREET, 39 FEET NORTHWEST OF ENTRANCE TO NO. 413 MISSISSIPPI
 BH2965'STREET.
 BH2965'
 BH2965'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, SET IN NORTH CURBING
 BH2965'OF LOUISIANA AVENUE, 77 FEET WEST OF THE CENTER LINE OF MONTGOMERY
 BH2965'AVENUE, AND ABOUT 75 FEET SOUTH OF THE ENTRANCE TO NO. 415
 BH2965'LOUISIANA AVENUE.
 BH2965'
 BH2965'A 113-FOOT REQUIRED TO CLEAR ALL LINES.
 BH2965'
 BH2965'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BH2965
 BH2965                          STATION RECOVERY (1936)
 BH2965
 BH2965'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BH2965'RECOVERED AS DESCRIBED. ALL DISTANCES AND DIRECTIONS WERE CHECKED
 BH2965'AND FOUND TO CONFORM TO THE ORIGINAL DESCRIPTION. REFERENCE MARKS
 BH2965'NO. 1 AND NO. 2 FOUND IN GOOD CONDITION.
 BH2965
 BH2965                          STATION RECOVERY (1955)
 BH2965
 BH2965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2965'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BH2965'THE AZIMUTH MARK AND THE FLAGPOLE ARE OBSTRUCTED FROM THE STATION BY
 BH2965'A NEW BUILDING ON THE SCHOOL GROUNDS. THE DESCRIPTION BY M.A.H. IN
 BH2965'1935 IS ADEQUATE.
 BH2965
 BH2965                          STATION RECOVERY (1969)
 BH2965
 BH2965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BH2965'THE STATION, REFERENCE MARKS AND AZIMUTH MARKS RECOVERED AND FOUND
 BH2965'IN GOOD CONDITION. THE STATION MARK IS UNDER THE SURFACE OF AN
 BH2965'OUTDOOR BASKETBALL COURT. THE STATION WAS RECOVERED BY MEASUREMENTS
 BH2965'FROM THE REFERENCE MARKS. AN IRON PIN AND A SHORT PIECE OF PIPE
 BH2965'WERE PLACED OVER THE STATION DISK AND THE REMAINDER OF THE HOLE
 BH2965'FILLED WITH SAND. THE DISK IS ABOUT FIVE INCHES BELOW THE
 BH2965'SURFACE OF THE COURT.
 BH2965'
 BH2965'R.M. NO. 1 RECOVERED AS DESCRIBED BUT THE HOUSE NUMBER IS 512
 BH2965'MISSISSIPPI STREET INSTEAD OF 510.
 BH2965'
 BH2965'R.M. NO. 2 RECOVERED AS DESCRIBED.
 BH2965'
 BH2965'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION. IT
 BH2965'IS AS DESCRIBED EXCEPT THAT THE HOUSE NUMBER IS 531 LOUISIANA
 BH2965'AVENUE INSTEAD OF 415.
 BH2965'
 BH2965'THE STATION IS 112 FEET NORTHEAST OF THE INTERSECTION OF ATLANTA AND
 BH2965'MISSISSIPPI STREETS IN SOUTHWEST CORNER OF SCHOOL GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1772 ***********************************************************************
 BH1772  DESIGNATION -  BOGALUSA AZ MK
 BH1772  PID         -  BH1772
 BH1772  STATE/COUNTY-  LA/WASHINGTON
 BH1772  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1772
 BH1772                         *CURRENT SURVEY CONTROL
 BH1772  ___________________________________________________________________
 BH1772* NAD 83(1986)-  30 47 25.     (N)    089 51 13.     (W)     SCALED    
 BH1772* NAVD 88     -        30.512  (meters)     100.10   (feet)  ADJUSTED  
 BH1772  ___________________________________________________________________
 BH1772  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH1772  DYNAMIC HT  -          30.472 (meters)      99.97  (feet)  COMP
 BH1772  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 BH1772
 BH1772  VERT ORDER  -  SECOND    CLASS I
 BH1772
 BH1772.The horizontal coordinates were scaled from a topographic map and have
 BH1772.an estimated accuracy of +/- 6 seconds.
 BH1772
 BH1772.The orthometric height was determined by differential leveling
 BH1772.and adjusted by the National Geodetic Survey in February 1994..
 BH1772
 BH1772.The geoid height was determined by GEOID03.
 BH1772
 BH1772.The dynamic height is computed by dividing the NAVD 88
 BH1772.geopotential number by the normal gravity value computed on the
 BH1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1772.degrees latitude (g = 980.6199 gals.).
 BH1772
 BH1772.The modeled gravity was interpolated from observed gravity values.
 BH1772
 BH1772;                    North         East    Units  Estimated Accuracy
 BH1772;SPC LA S     -   254,790.    1,141,630.      MT  (+/- 180 meters Scaled)
 BH1772
 BH1772                          SUPERSEDED SURVEY CONTROL
 BH1772
 BH1772.No superseded survey control is available for this station.
 BH1772
 BH1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV269098(NAD 83)
 BH1772_MARKER: DZ = AZIMUTH MARK DISK
 BH1772_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH1772_SP_SET: CURBING
 BH1772_STAMPING: BOGALUSA 1935
 BH1772_MARK LOGO: CGS   
 BH1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1772
 BH1772  HISTORY     - Date     Condition        Report By
 BH1772  HISTORY     - 1935     MONUMENTED       CGS
 BH1772  HISTORY     - 1984     GOOD             LADTD
 BH1772
 BH1772                          STATION DESCRIPTION
 BH1772
 BH1772'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1772'IN BOGALUSA.
 BH1772'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1772'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND ST, THENCE EAST
 BH1772'(RIGHT) ON OKECAHOBEE AVE FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF
 BH1772'AUSTIN ST, THENCE NORTH (LEFT) ON AUSTIN ST FOR 0.5 KM (0.3 MI) TO THE
 BH1772'JUNCTION OF LOUISIANA AVE, THENCE EAST (RIGHT) ON LOUISIANA AVE FOR
 BH1772'0.6 KM (0.35 MI) TO THE AZIMUTH MARK SET IN THE NORTH CURBING OF THE
 BH1772'EAST BOUND LANE OF LOUISIANA AVE, 23.8 METERS (78 FT) SOUTH OF THE
 BH1772'SOUTHEAST CORNER OF A WOOD FRAME HOUSE AT 525 LOUISIANA AVE, AND
 BH1772'23.5 METERS (77 FT) WEST OF THE CENTER OF MONTGOMERY AVE.
 BH1772'THE MARK IS ABOVE LEVEL WITH LOUISIANA AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2960 ***********************************************************************
 BH2960  DESIGNATION -  BOGALUSA CABLE TV MAST
 BH2960  PID         -  BH2960
 BH2960  STATE/COUNTY-  LA/WASHINGTON
 BH2960  USGS QUAD   -  SUN (1983)
 BH2960
 BH2960                         *CURRENT SURVEY CONTROL
 BH2960  ___________________________________________________________________
 BH2960* NAD 83(1992)-  30 44 40.20454(N)    089 55 01.52558(W)     ADJUSTED  
 BH2960* NAVD 88     -                                                        
 BH2960  ___________________________________________________________________
 BH2960  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BH2960  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BH2960
 BH2960  HORZ ORDER  -  THIRD
 BH2960
 BH2960.The horizontal coordinates were established by classical geodetic methods
 BH2960.and adjusted by the National Geodetic Survey in May 1994..
 BH2960
 BH2960
 BH2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2960
 BH2960.The geoid height was determined by GEOID03.
 BH2960
 BH2960;                    North         East     Units Scale Factor Converg.
 BH2960;SPC LA S     -   249,635.133 1,135,614.383   MT  1.00000977   +0 42 29.3
 BH2960;SPC LA S     -   819,011.27  3,725,761.52   sFT  1.00000977   +0 42 29.3
 BH2960;SPC MS E     -   138,453.476   196,223.858   MT  1.00008280   -0 33 14.7
 BH2960;SPC MS E     -   454,242.78    643,777.77   sFT  1.00008280   -0 33 14.7
 BH2960;UTM  16      - 3,404,923.229   220,719.132   MT  1.00056228   -1 29 32.0
 BH2960;UTM  15      - 3,405,348.752   795,163.480   MT  1.00067486   +1 34 37.8
 BH2960
 BH2960                          SUPERSEDED SURVEY CONTROL
 BH2960
 BH2960  NAD 83(1992)-  30 44 40.20750(N)    089 55 01.52579(W) AD(       ) 4
 BH2960  NAD 83(1986)-  30 44 40.21824(N)    089 55 01.52215(W) AD(       ) 4
 BH2960  NAD 27      -  30 44 39.54227(N)    089 55 01.25346(W) AD(       ) 3
 BH2960
 BH2960.Superseded values are not recommended for survey control.
 BH2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2960.See file dsdata.txt to determine how the superseded data were derived.
 BH2960
 BH2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2071904923(NAD 83)
 BH2960_MARKER: 42 = RADIO/TV MAST
 BH2960
 BH2960  HISTORY     - Date     Condition        Report By
 BH2960  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2960
 BH2960                          STATION DESCRIPTION
 BH2960
 BH2960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2960'UNILOY CABLE TV COMPANY MAST IS LOCATED INSIDE A FENCED PASTURE,
 BH2960'ABOUT 2-1/2 MILES WEST OF BOGALUSA AND 500 FEET SOUTH OF AN EAST-WEST
 BH2960'SURFACED ROAD.
 BH2960'
 BH2960'A STEEL TRIANGULAR, PEDESTAL TYPE MAST, 400 FEET IN HEIGHT, PAINTED
 BH2960'ORANGE-WHITE ALTERNATE SECTIONS WITH A RED LIGHT AN A NUMEROUS
 BH2960'AMOUNT OF ANTENNAS MOUNTED AT TOP.
 BH2960'
 BH2960'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2967 ***********************************************************************
 BH2967  DESIGNATION -  BOGALUSA PAPER CO CHIMNEY
 BH2967  PID         -  BH2967
 BH2967  STATE/COUNTY-  LA/WASHINGTON
 BH2967  USGS QUAD   -  BOGALUSA EAST (1997)
 BH2967
 BH2967                         *CURRENT SURVEY CONTROL
 BH2967  ___________________________________________________________________
 BH2967* NAD 83(1992)-  30 46 41.87222(N)    089 51 30.25108(W)     ADJUSTED  
 BH2967* NAVD 88     -                                                        
 BH2967  ___________________________________________________________________
 BH2967  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BH2967  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH2967
 BH2967  HORZ ORDER  -  THIRD
 BH2967
 BH2967.The horizontal coordinates were established by classical geodetic methods
 BH2967.and adjusted by the National Geodetic Survey in May 1994..
 BH2967
 BH2967
 BH2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2967
 BH2967.The geoid height was determined by GEOID03.
 BH2967
 BH2967;                    North         East     Units Scale Factor Converg.
 BH2967;SPC LA S     -   253,452.639 1,141,185.544   MT  1.00001759   +0 44 14.9
 BH2967;SPC LA S     -   831,535.87  3,744,039.57   sFT  1.00001759   +0 44 14.9
 BH2967;SPC MS E     -   142,147.570   201,878.106   MT  1.00006872   -0 31 28.5
 BH2967;SPC MS E     -   466,362.49    662,328.42   sFT  1.00006872   -0 31 28.5
 BH2967;UTM  16      - 3,408,525.889   226,435.801   MT  1.00052328   -1 27 49.0
 BH2967
 BH2967                          SUPERSEDED SURVEY CONTROL
 BH2967
 BH2967  NAD 83(1992)-  30 46 41.87487(N)    089 51 30.25507(W) AD(       ) 4
 BH2967  NAD 83(1986)-  30 46 41.88640(N)    089 51 30.24749(W) AD(       ) 4
 BH2967  NAD 27      -  30 46 41.21273(N)    089 51 29.97606(W) AD(       ) 3
 BH2967
 BH2967.Superseded values are not recommended for survey control.
 BH2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2967.See file dsdata.txt to determine how the superseded data were derived.
 BH2967
 BH2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2643608526(NAD 83)
 BH2967_MARKER: 85 = CHIMNEY
 BH2967
 BH2967  HISTORY     - Date     Condition        Report By
 BH2967  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH2967
 BH2967                          STATION DESCRIPTION
 BH2967
 BH2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2967'IN BOGALUSA. CENTER OF A LARGE BRICK CHIMNEY AT THE BOGALUSA PAPER
 BH2967'COMPANY PLANT.
 BH2967'
 BH2967'CUT IN FROM STATIONS - CAMP, FIRE, ROLAND, SHERIDAN, POOLS, BOGALUSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2966 ***********************************************************************
 BH2966  DESIGNATION -  BOGALUSA PAPER CO TANK
 BH2966  PID         -  BH2966
 BH2966  STATE/COUNTY-  LA/WASHINGTON
 BH2966  USGS QUAD   -  BOGALUSA EAST (1997)
 BH2966
 BH2966                         *CURRENT SURVEY CONTROL
 BH2966  ___________________________________________________________________
 BH2966* NAD 83(1992)-  30 46 46.16507(N)    089 51 26.37931(W)     ADJUSTED  
 BH2966* NAVD 88     -                                                        
 BH2966  ___________________________________________________________________
 BH2966  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BH2966  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH2966
 BH2966  HORZ ORDER  -  THIRD
 BH2966
 BH2966.The horizontal coordinates were established by classical geodetic methods
 BH2966.and adjusted by the National Geodetic Survey in May 1994..
 BH2966
 BH2966
 BH2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2966
 BH2966.The geoid height was determined by GEOID03.
 BH2966
 BH2966;                    North         East     Units Scale Factor Converg.
 BH2966;SPC LA S     -   253,586.159 1,141,286.786   MT  1.00001787   +0 44 16.9
 BH2966;SPC LA S     -   831,973.92  3,744,371.73   sFT  1.00001787   +0 44 16.9
 BH2966;SPC MS E     -   142,278.834   201,982.269   MT  1.00006847   -0 31 26.6
 BH2966;SPC MS E     -   466,793.14    662,670.16   sFT  1.00006847   -0 31 26.6
 BH2966;UTM  16      - 3,408,655.487   226,542.150   MT  1.00052256   -1 27 47.2
 BH2966
 BH2966                          SUPERSEDED SURVEY CONTROL
 BH2966
 BH2966  NAD 83(1992)-  30 46 46.16671(N)    089 51 26.38138(W) AD(       ) 4
 BH2966  NAD 83(1986)-  30 46 46.18033(N)    089 51 26.37507(W) AD(       ) 4
 BH2966  NAD 27      -  30 46 45.50298(N)    089 51 26.10631(W) AD(       ) 3
 BH2966
 BH2966.Superseded values are not recommended for survey control.
 BH2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2966.See file dsdata.txt to determine how the superseded data were derived.
 BH2966
 BH2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2654208655(NAD 83)
 BH2966_MARKER: 51 = TANK
 BH2966
 BH2966  HISTORY     - Date     Condition        Report By
 BH2966  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH2966
 BH2966                          STATION DESCRIPTION
 BH2966
 BH2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2966'IN BOGALUSA. CENTER OF AN ALUMINUM WATER TANK AT THE BOGALUSA PAPER
 BH2966'COMPANY PLANT, WITH THE SIGN BOGALUSA-KRAFT PAINTED ON ITS EAST
 BH2966'FACE.
 BH2966'
 BH2966'CUT IN FROM STATIONS - SHERIDAN, BOGALUSA, PETERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1773 ***********************************************************************
 BH1773  DESIGNATION -  BOGALUSA RM 1
 BH1773  PID         -  BH1773
 BH1773  STATE/COUNTY-  LA/WASHINGTON
 BH1773  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1773
 BH1773                         *CURRENT SURVEY CONTROL
 BH1773  ___________________________________________________________________
 BH1773* NAD 83(1986)-  30 47 19.     (N)    089 51 21.     (W)     SCALED    
 BH1773* NAVD 88     -        30.427  (meters)      99.83   (feet)  ADJUSTED  
 BH1773  ___________________________________________________________________
 BH1773  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH1773  DYNAMIC HT  -          30.387 (meters)      99.69  (feet)  COMP
 BH1773  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BH1773
 BH1773  VERT ORDER  -  SECOND    CLASS I
 BH1773
 BH1773.The horizontal coordinates were scaled from a topographic map and have
 BH1773.an estimated accuracy of +/- 6 seconds.
 BH1773
 BH1773.The orthometric height was determined by differential leveling
 BH1773.and adjusted by the National Geodetic Survey in February 1994..
 BH1773
 BH1773.The geoid height was determined by GEOID03.
 BH1773
 BH1773.The dynamic height is computed by dividing the NAVD 88
 BH1773.geopotential number by the normal gravity value computed on the
 BH1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1773.degrees latitude (g = 980.6199 gals.).
 BH1773
 BH1773.The modeled gravity was interpolated from observed gravity values.
 BH1773
 BH1773;                    North         East    Units  Estimated Accuracy
 BH1773;SPC LA S     -   254,600.    1,141,420.      MT  (+/- 180 meters Scaled)
 BH1773
 BH1773                          SUPERSEDED SURVEY CONTROL
 BH1773
 BH1773.No superseded survey control is available for this station.
 BH1773
 BH1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV267096(NAD 83)
 BH1773_MARKER: DR = REFERENCE MARK DISK
 BH1773_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH1773_SP_SET: SIDEWALK
 BH1773_STAMPING: BOGALUSA NO 1 1935
 BH1773_MARK LOGO: CGS   
 BH1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1773
 BH1773  HISTORY     - Date     Condition        Report By
 BH1773  HISTORY     - 1935     MONUMENTED       CGS
 BH1773  HISTORY     - 1984     GOOD             LADTD
 BH1773
 BH1773                          STATION DESCRIPTION
 BH1773
 BH1773'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1773'IN BOGALUSA.
 BH1773'LOCATED AT THE NORTHSIDE ELEMENTARY SCHOOL EAST OF THE JUNCTION OF
 BH1773'ATLANTA AND MISSISSIPPI STREETS AND ACROSS THE STREET FROM THE MAIN
 BH1773'ENTRANCE TO SCHOOL AND SET IN THE SIDEWALK, 48.8 METERS (160 FT) EAST
 BH1773'OF THE CENTER OF ATLANTA STREET, 13.4 METERS (44 FT) SOUTH OF THE
 BH1773'CENTER OF MISSISSIPPI STREET, AND 5.5 METERS (18 FT) NORTH OF ENTRANCE
 BH1773'TO NUMBER 512 MISSISSIPPI STREET.
 BH1773'THE MARK IS ABOVE LEVEL WITH MISSISSIPPI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1775 ***********************************************************************
 BH1775  DESIGNATION -  BOGALUSA RM 2
 BH1775  PID         -  BH1775
 BH1775  STATE/COUNTY-  LA/WASHINGTON
 BH1775  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1775
 BH1775                         *CURRENT SURVEY CONTROL
 BH1775  ___________________________________________________________________
 BH1775* NAD 83(1986)-  30 47 19.     (N)    089 51 21.     (W)     SCALED    
 BH1775* NAVD 88     -        30.625  (meters)     100.48   (feet)  ADJUSTED  
 BH1775  ___________________________________________________________________
 BH1775  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH1775  DYNAMIC HT  -          30.585 (meters)     100.34  (feet)  COMP
 BH1775  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BH1775
 BH1775  VERT ORDER  -  SECOND    CLASS I
 BH1775
 BH1775.The horizontal coordinates were scaled from a topographic map and have
 BH1775.an estimated accuracy of +/- 6 seconds.
 BH1775
 BH1775.The orthometric height was determined by differential leveling
 BH1775.and adjusted by the National Geodetic Survey in February 1994..
 BH1775
 BH1775.The geoid height was determined by GEOID03.
 BH1775
 BH1775.The dynamic height is computed by dividing the NAVD 88
 BH1775.geopotential number by the normal gravity value computed on the
 BH1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1775.degrees latitude (g = 980.6199 gals.).
 BH1775
 BH1775.The modeled gravity was interpolated from observed gravity values.
 BH1775
 BH1775;                    North         East    Units  Estimated Accuracy
 BH1775;SPC LA S     -   254,600.    1,141,420.      MT  (+/- 180 meters Scaled)
 BH1775
 BH1775                          SUPERSEDED SURVEY CONTROL
 BH1775
 BH1775.No superseded survey control is available for this station.
 BH1775
 BH1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV267096(NAD 83)
 BH1775_MARKER: DR = REFERENCE MARK DISK
 BH1775_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH1775_SP_SET: SIDEWALK
 BH1775_STAMPING: BOGALUSA NO 2 1935
 BH1775_MARK LOGO: CGS   
 BH1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1775
 BH1775  HISTORY     - Date     Condition        Report By
 BH1775  HISTORY     - 1935     MONUMENTED       CGS
 BH1775  HISTORY     - 1984     GOOD             LADTD
 BH1775
 BH1775                          STATION DESCRIPTION
 BH1775
 BH1775'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1775'IN BOGALUSA.
 BH1775'LOCATED AT THE NORTHSIDE ELEMENTARY SCHOOL WEST OF THE JUNCTION OF
 BH1775'ATLANTA AND MISSISSIPPI STREETS SET IN A SIDEWALK, 46 METERS (151 FT)
 BH1775'WEST OF THE CENTER OF ATLANTA STREET, 13.7 METERS (45 FT) NORTH OF THE
 BH1775'CENTER OF MISSISSIPPI STREET, AND 11.9 METERS (39 FT) NORTHWEST OF
 BH1775'ENTRANCE TO NUMBER 413 MISSISSIPPI STREET.
 BH1775'THE MARK IS ABOVE LEVEL WITH MISSISSIPPI STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2807 ***********************************************************************
 BX2807  DESIGNATION -  BOGGY
 BX2807  PID         -  BX2807
 BX2807  STATE/COUNTY-  LA/NATCHITOCHES
 BX2807  USGS QUAD   -  POWHATAN (1992)
 BX2807
 BX2807                         *CURRENT SURVEY CONTROL
 BX2807  ___________________________________________________________________
 BX2807* NAD 83(1992)-  31 48 57.07075(N)    093 09 14.03118(W)     ADJUSTED  
 BX2807* NAVD 88     -        36.6    (meters)     120.     (feet)  VERTCON   
 BX2807  ___________________________________________________________________
 BX2807  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BX2807  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX2807
 BX2807  HORZ ORDER  -  SECOND
 BX2807
 BX2807.The horizontal coordinates were established by classical geodetic methods
 BX2807.and adjusted by the National Geodetic Survey in January 1993..
 BX2807
 BX2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2807
 BX2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2807
 BX2807.The geoid height was determined by GEOID03.
 BX2807
 BX2807;                    North         East     Units Scale Factor Converg.
 BX2807;SPC LA N     -   146,081.747   938,093.550   MT  0.99991631   -0 20 44.6
 BX2807;SPC LA N     -   479,269.86  3,077,728.59   sFT  0.99991631   -0 20 44.6
 BX2807;UTM  15      - 3,520,034.995   485,434.568   MT  0.99960262   -0 04 52.1
 BX2807
 BX2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2807!SPC LA N     -   0.99999835  x   0.99991631  =   0.99991466
 BX2807!UTM  15      -   0.99999835  x   0.99960262  =   0.99960097
 BX2807
 BX2807:                Primary Azimuth Mark                     Grid Az
 BX2807:SPC LA N     -  BOGGY AZ MK 2                            000 32 54.9
 BX2807:UTM  15      -  BOGGY AZ MK 2                            000 17 02.4
 BX2807
 BX2807|---------------------------------------------------------------------|
 BX2807| PID    Reference Object                     Distance      Geod. Az  |
 BX2807|                                                           dddmmss.s |
 BX2807| CV8108 BOGGY AZ MK 2                                      0001210.3 |
 BX2807| CV8110 BOGGY RM 2                           10.759 METERS 00114     |
 BX2807| BX2806 BOGGY LDH A                           9.021 METERS 01829     |
 BX2807| CV8107 BOGGY AZ MK                                        1852556.9 |
 BX2807| CV8109 BOGGY RM 1                           23.610 METERS 27151     |
 BX2807|---------------------------------------------------------------------|
 BX2807
 BX2807                          SUPERSEDED SURVEY CONTROL
 BX2807
 BX2807  NAD 83(1986)-  31 48 57.08558(N)    093 09 14.02287(W) AD(       ) 2
 BX2807  NAD 27      -  31 48 56.49705(N)    093 09 13.42879(W) AD(       ) 2
 BX2807  NGVD 29 (07/19/86)   36.6    (m)          120.     (f) VERT ANG       
 BX2807
 BX2807.Superseded values are not recommended for survey control.
 BX2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2807.See file dsdata.txt to determine how the superseded data were derived.
 BX2807
 BX2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8543520035(NAD 83)
 BX2807_MARKER: DD = SURVEY DISK
 BX2807_SETTING: 0 = UNSPECIFIED SETTING
 BX2807
 BX2807  HISTORY     - Date     Condition        Report By
 BX2807  HISTORY     - 1969     MONUMENTED       LADTD
 BX2807  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2807
 BX2807                          STATION DESCRIPTION
 BX2807
 BX2807'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2807'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF
 BX2807'NATCHITOCHES, AND 4 MILES SOUTHEAST OF POWHATAN ON HIGHWAY
 BX2807'RIGHT OF WAY NEAR FENCE.
 BX2807'
 BX2807'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY 6 AND
 BX2807'STATE HIGHWAY 1 IN NORTH NATCHITOCHES, DRIVE NORTHWEST ON STATE
 BX2807'HIGHWAY 1 FOR 6 MILES TO STATION ON RIGHT.  STATION IS ALSO
 BX2807'0.85 MILE NORTH OF BRIDGE OVER BAYOU PIERRE.
 BX2807'
 BX2807'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2807'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED BOGGY 1969 SET
 BX2807'IN A 10 INCH CONCRETE POST, PROJECTING 4 INCHES.  IT IS 1.80
 BX2807'FEET EAST OF A METAL WITNESS POST AND SIGN, 3.70 FEET WEST OF
 BX2807'A NORTH-SOUTH FENCE, 38.40 FEET EAST OF THE CENTER OF STATE
 BX2807'HIGHWAY 1, 122.0 FEET NORTH OF A 10 INCH PECAN TREE, 121.0 FEET
 BX2807'SOUTHEAST OF POWER POLE NO. 110.
 BX2807'
 BX2807'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2807'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2807'R.M. NO. 1 BOGGY 1969, SET IN A 10 INCH CONCRETE POST,
 BX2807'PROJECTING 4 INCHES.  IT IS 75.40 FEET WEST OF A METAL WITNESS
 BX2807'POST AT STATION, 39.35 FEET WEST OF CENTER OF STATE HIGHWAY 1,
 BX2807'1.60 FEET EAST OF A NORTH-SOUTH FENCE, AND 84.15 FEET SOUTH OF
 BX2807'POWER POLE NO. 110.
 BX2807'
 BX2807'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2807'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2807'R.M. NO. 2 BOGGY 1969, SET IN A 10 INCH CONCRETE POST,
 BX2807'PROJECTING 3 INCHES.  IT IS 35.0 FEET NORTH OF A METAL WITNESS
 BX2807'POST SET AT STATION, 2.80 FEET WEST OF A NORTH-SOUTH FENCE,
 BX2807'38.70 FEET EAST OF THE CENTER OF STATE HIGHWAY 1, 156.0 FEET
 BX2807'NORTH OF A 10 INCH PECAN TREE, AND 100.0 FEET SOUTH-SOUTHEAST
 BX2807'OF POWER POLE NO. 110.
 BX2807'
 BX2807'AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2807'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED AZ.MK. BOGGY
 BX2807'1969, SET IN A 10 INCH CONCRETE POST, PROJECTING 4 INCHES.  IT
 BX2807'IS 1.60 FEET EAST OF A METAL WITNESS POST AND SIGN, 3.20 FEET
 BX2807'EAST OF A NORTH-SOUTH FENCE, 10.25 FEET NORTHWEST OF POWER POLE
 BX2807'NO. 107, AND 48.20 FEET WEST OF THE CENTER OF STATE HIGHWAY 1.
 BX2807'
 BX2807'TO REACH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BX2807'HIGHWAY 1 FOR 0.30 MILE TO MARK SET ON RIGHT NEAR FENCE.
 BX2807'
 BX2807'AZIMUTH MARK NO. 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2807'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2807'AZ.MK. NO. 2 BOGGY 1969, SET IN A 10 INCH CONCRETE POST,
 BX2807'PROJECTING 4 INCHES.  IT IS 4.05 FEET WEST OF NORTH-SOUTH FENCE
 BX2807'AROUND BARN, 1.55 FEET EAST OF A METAL WITNESS POST AND SIGN,
 BX2807'6.60 FEET SOUTHWEST OF A 12 INCH LIVE OAK TREE, 39.25 FEET EAST
 BX2807'OF THE CENTER OF STATE HIGHWAY 1, 36.20 FEET SOUTH OF SOUTH
 BX2807'END OF GATE TO BARN.
 BX2807'
 BX2807'TO REACH MARK FROM STATION, DRIVE NORTH ON STATE HIGHWAY 1
 BX2807'FOR 0.90 MILE TO CURVE, MARK IS SET ON RIGHT IN FRONT OF BARN.
 BX2807
 BX2807                          STATION RECOVERY (1995)
 BX2807
 BX2807'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2996 ***********************************************************************
 BK2996  DESIGNATION -  BOISE
 BK2996  PID         -  BK2996
 BK2996  STATE/COUNTY-  LA/ALLEN
 BK2996  USGS QUAD   -  OBERLIN (1994)
 BK2996
 BK2996                         *CURRENT SURVEY CONTROL
 BK2996  ___________________________________________________________________
 BK2996* NAD 83(1992)-  30 34 01.59096(N)    092 51 20.73365(W)     ADJUSTED  
 BK2996* NAVD 88     -        15.8    (meters)      52.     (feet)  VERTCON   
 BK2996  ___________________________________________________________________
 BK2996  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BK2996  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2996
 BK2996  HORZ ORDER  -  FIRST
 BK2996
 BK2996.The horizontal coordinates were established by classical geodetic methods
 BK2996.and adjusted by the National Geodetic Survey in January 1993..
 BK2996
 BK2996.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2996
 BK2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2996
 BK2996.The geoid height was determined by GEOID03.
 BK2996
 BK2996;                    North         East     Units Scale Factor Converg.
 BK2996;SPC LA S     -   230,101.034   853,957.199   MT  0.99997443   -0 45 40.4
 BK2996;SPC LA S     -   754,923.14  2,801,691.24   sFT  0.99997443   -0 45 40.4
 BK2996;UTM  15      - 3,381,637.153   513,831.905   MT  0.99960236   +0 04 24.1
 BK2996
 BK2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2996!SPC LA S     -   1.00000179  x   0.99997443  =   0.99997622
 BK2996!UTM  15      -   1.00000179  x   0.99960236  =   0.99960415
 BK2996
 BK2996:                Primary Azimuth Mark                     Grid Az
 BK2996:SPC LA S     -  REED                                     048 45 00.5
 BK2996:UTM  15      -  REED                                     047 54 56.0
 BK2996
 BK2996|---------------------------------------------------------------------|
 BK2996| PID    Reference Object                     Distance      Geod. Az  |
 BK2996|                                                           dddmmss.s |
 BK2996| BK2995 REED                                APPROX. 9.3 KM 0475920.1 |
 BK2996| CW1111 BOISE RM 1                           30.974 METERS 05634     |
 BK2996| BK2994 OBERLIN LOOKOUT TOWER               APPROX. 8.9 KM 0622532.1 |
 BK2996| BK2954 KINDER MUNICIPAL TANK               APPROX. 8.6 KM 1742539.4 |
 BK2996| BK2959 KINDER SW STATES TEL MW LIGHT       APPROX. 9.0 KM 1761628.4 |
 BK2996| BK2957 KINDER SHELL PIPE MICROWAVE         APPROX.10.9 KM 1774906.1 |
 BK2996| BK2971 FONTENOT TENN GAS PLINE MST         APPROX.14.5 KM 1873247.8 |
 BK2996| BK2998 LE BLANC TRANSCON GAS CO MAST       APPROX.10.2 KM 2364213.4 |
 BK2996| CW1112 BOISE RM 2                           26.442 METERS 31017     |
 BK2996|---------------------------------------------------------------------|
 BK2996
 BK2996                          SUPERSEDED SURVEY CONTROL
 BK2996
 BK2996  NAD 83(1986)-  30 34 01.61096(N)    092 51 20.72678(W) AD(       ) 1
 BK2996  NAD 27      -  30 34 00.89523(N)    092 51 20.19393(W) AD(       ) 1
 BK2996  NGVD 29 (07/19/86)   15.8    (m)           52.     (f) VERT ANG       
 BK2996
 BK2996.Superseded values are not recommended for survey control.
 BK2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2996.See file dsdata.txt to determine how the superseded data were derived.
 BK2996
 BK2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1383281637(NAD 83)
 BK2996_MARKER: DS = TRIANGULATION STATION DISK
 BK2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2996
 BK2996  HISTORY     - Date     Condition        Report By
 BK2996  HISTORY     - 1974     MONUMENTED       NGS
 BK2996  HISTORY     - 19860310 GOOD             AMOCO
 BK2996
 BK2996                          STATION DESCRIPTION
 BK2996
 BK2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2996'STATION IS ABOUT 13 MILES NORTHEAST OF REEVES, 7 MILES NORTH OF
 BK2996'KINDER, 7 MILES SOUTHWEST OF OBERLINE, 3/4 MILE WEST OF THE JUNCTION
 BK2996'OF PARISH ROADS 2-25 AND 2-30, ALONG THE SOUTH SIDE OF PARISH ROAD
 BK2996'2-30 AND ON PROPERTY OWNED BY THE BOISE SOUTHERN COMPANY.
 BK2996'PERMISSION WAS GRANTED BY MR RONALD F. SMITH, POST OFFICE BOX 1078,
 BK2996'DEQUINCY, LOUISIANA.  PHONE NUMBER 789-0171.
 BK2996'
 BK2996'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 165 AND 190
 BK2996'IN KINDER, GO NORTHEAST ON HIGHWAY 165 FOR 1.0 MILE TO THE JUNCTION
 BK2996'OF PARISH ROAD 2-25 ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON ROAD
 BK2996'2-25 FOR 5.1 MILES TO THE JUNCTION OF PARISH ROAD 2-30.  TURN
 BK2996'LEFT AND GO WEST ON ROAD 2-30 FOR 0.85 MILE TO THE STATION ON THE
 BK2996'LEFT AS DESCRIBED.
 BK2996'
 BK2996'THE STATION MARKS ARE STANDARD DISKS STAMPED BOISE 1974.  THE SURFACE
 BK2996'MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND AND THE
 BK2996'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48
 BK2996'INCHES BELOW THE GROUND SURFACE.  THEY ARE 132 FEET SOUTHWEST OF A
 BK2996'POWER POLE, 31 FEET SOUTH OF CENTER OF PARISH ROAD 2-30, 28.5
 BK2996'FEET NORTHWEST OF A 22-INCH PINE TREE, 22 FEET NORTHEAST OF A
 BK2996'14-INCH PINE TREE AND 6 FEET SOUTH OF A METAL WITNESS POST.
 BK2996'
 BK2996'REFERENCE MARK 1, STAMPED BOISE NO 1 1974, IS A STANDARD DISK SET
 BK2996'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 36 FEET WEST
 BK2996'OF THE POWER POLE, 23.5 FEET NORTH OF CENTER OF THE ROAD, 2 FEET
 BK2996'SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE
 BK2996'LINE.
 BK2996'
 BK2996'REFERENCE MARK 2, STAMPED BOISE NO 2 1974, IS A STANDARD DISK SET IN
 BK2996'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 187 FEET WEST OF
 BK2996'THE POWER POLE, 26.5 FEET NORTH OF CENTER OF THE ROAD, 2 FEET EAST
 BK2996'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE FENCE LINE.
 BK2996'
 BK2996'NOTE--NO SUITABLE PLACE WAS FOUND TO SET A REFERENCE MARK 3 (AZ MK).
 BK2996'
 BK2996'NEAREST TOWN--KINDER.
 BK2996'
 BK2996'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 BK2996
 BK2996                          STATION RECOVERY (1986)
 BK2996
 BK2996'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LLM)
 BK2996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2661 ***********************************************************************
 BK2661  DESIGNATION -  BOLAC
 BK2661  PID         -  BK2661
 BK2661  STATE/COUNTY-  LA/EVANGELINE
 BK2661  USGS QUAD   -  EUNICE NORTH (1983)
 BK2661
 BK2661                         *CURRENT SURVEY CONTROL
 BK2661  ___________________________________________________________________
 BK2661* NAD 83(1992)-  30 33 57.31524(N)    092 25 25.61913(W)     ADJUSTED  
 BK2661* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 BK2661  ___________________________________________________________________
 BK2661  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2661  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2661
 BK2661  HORZ ORDER  -  SECOND
 BK2661
 BK2661.The horizontal coordinates were established by classical geodetic methods
 BK2661.and adjusted by the National Geodetic Survey in January 1993..
 BK2661
 BK2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2661
 BK2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2661
 BK2661.The geoid height was determined by GEOID03.
 BK2661
 BK2661;                    North         East     Units Scale Factor Converg.
 BK2661;SPC LA S     -   229,496.924   895,392.929   MT  0.99997423   -0 32 42.9
 BK2661;SPC LA S     -   752,941.16  2,937,634.97   sFT  0.99997423   -0 32 42.9
 BK2661;UTM  15      - 3,381,637.983   555,257.208   MT  0.99963767   +0 17 34.9
 BK2661
 BK2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2661!SPC LA S     -   1.00000114  x   0.99997423  =   0.99997537
 BK2661!UTM  15      -   1.00000114  x   0.99963767  =   0.99963881
 BK2661
 BK2661:                Primary Azimuth Mark                     Grid Az
 BK2661:SPC LA S     -  BOLAC AZ MK                              065 00 59.3
 BK2661:UTM  15      -  BOLAC AZ MK                              064 10 41.5
 BK2661
 BK2661|---------------------------------------------------------------------|
 BK2661| PID    Reference Object                     Distance      Geod. Az  |
 BK2661|                                                           dddmmss.s |
 BK2661| CW1113 BOLAC AZ MK                                        0642816.4 |
 BK2661| CW1114 BOLAC RM 1                           12.365 METERS 09219     |
 BK2661| BK2663 FENRIS TRANSCON MW KKD 594          APPROX. 1.5 KM 3355434.8 |
 BK2661| BK2662 BOLAC LDH 1969 RM 2                  21.248 METERS 35629     |
 BK2661|---------------------------------------------------------------------|
 BK2661
 BK2661                          SUPERSEDED SURVEY CONTROL
 BK2661
 BK2661  NAD 83(1986)-  30 33 57.33543(N)    092 25 25.61352(W) AD(       ) 2
 BK2661  NAD 27      -  30 33 56.61858(N)    092 25 25.13896(W) AD(       ) 2
 BK2661  NGVD 29 (07/19/86)   20.0    (m)           66.     (f) VERT ANG       
 BK2661
 BK2661.Superseded values are not recommended for survey control.
 BK2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2661.See file dsdata.txt to determine how the superseded data were derived.
 BK2661
 BK2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5525781638(NAD 83)
 BK2661_MARKER: DD = SURVEY DISK
 BK2661_SETTING: 0 = UNSPECIFIED SETTING
 BK2661
 BK2661  HISTORY     - Date     Condition        Report By
 BK2661  HISTORY     - 1969     MONUMENTED       LADH
 BK2661
 BK2661                          STATION DESCRIPTION
 BK2661
 BK2661'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK2661'THE STATION IS LOCATED 5.65 MILES NORTH OF EUNICE, JUNCTION U. S.
 BK2661'HIGHWAY 190 AND STATE HIGHWAY 13 AND 0.49 MILE EAST OF JUNCTION
 BK2661'STATE HIGHWAY 13 AND STATE HIGHWAY 374 IN THE NORTHWEST 1/4 OF
 BK2661'SECTION 37, T5S-R1W, AND ON PROPERTY OWNED BY THE ROCK ISLAND
 BK2661'RAILROAD.  IT IS 1.85 FEET EAST OF A METAL WITNESS POST AND SIGN,
 BK2661'9.00 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 125.0 FEET
 BK2661'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 374, 38.20 FEET WEST OF
 BK2661'THE CORNER OF A FENCE, AND 66.0 FEET SOUTH-SOUTHWEST OF A POWER
 BK2661'POLE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BK2661'GEODETIC SURVEY DISK, STAMPED BOLAC 1969 PROJECTING 2 INCHES.
 BK2661'
 BK2661'REFERENCE MARK NO. 1 IS 40.56 FEET EAST OF THE STATION.  IT IS 42.50
 BK2661'FEET EAST OF THE WITNESS POST AT THE STATION, 50.0 FEET EAST OF THE
 BK2661'EAST RAIL OF THE RAILROAD, 2.30 FEET SOUTH OF A FENCE, 61.0 FEET
 BK2661'SOUTH-SOUTHEAST OF A POWER POLE, AND 99.50 FEET NORTHWEST OF THE
 BK2661'CENTERLINE OF STATE HIGHWAY 374.  IT IS A LOUISIANA DEPARTMENT OF
 BK2661'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED R. M. NO. 1
 BK2661'BOLAC 1969, PROJECTING 2 INCHES.
 BK2661'
 BK2661'REFERENCE MARK NO. 2 IS 69.72 FEET NORTH OF THE STATION.  IT IS 70.0
 BK2661'FEET NORTH OF THE WITNESS POST AT THE STATION, 6.0 FEET EAST OF THE
 BK2661'EAST RAIL OF THE RAILROAD, 40.80 FEET WEST OF A FENCE, 35.60 FEET
 BK2661'WEST-NORTHWEST OF A POWER POLE, AND 200.0 FEET WEST-NORTHWEST OF
 BK2661'THE CENTERLINE OF STATE HIGHWAY 374.  IT IS A LOUISIANA DEPARTMENT
 BK2661'OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED R. M. NO.
 BK2661'2 BOLAC 1969, PROJECTING 2 INCHES.
 BK2661'
 BK2661'THE AZIMUTH MARK IS 0.32 MILE EAST OF THE STATION.  IT IS 2.05 FEET
 BK2661'NORTH OF A METAL WITNESS POST AND SIGN, 2.80 FEET NORTH OF A FENCE,
 BK2661'39.10 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 374,
 BK2661'86.30 FEET EAST-NORTHEAST OF A POWER POLE, AND 109.0 FEET EAST OF
 BK2661'THE EAST END OF A CULVERT.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2661'AND COAST AND GEODETIC SURVEY DISK, STAMPED AZ. MK. BOLAC 1969,
 BK2661'PROJECTING 2 INCHES.
 BK2661'
 BK2661'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG STATE
 BK2661'HIGHWAY 374 FOR 0.32 MILE TO A MARK SET NEAR A FENCE.
 BK2661'
 BK2661'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 190 AND
 BK2661'STATE HIGHWAY 13 IN EUNICE, DRIVE NORTH ALONG STATE HIGHWAY 13 FOR
 BK2661'5.65 MILES TO THE INTERSECTION WITH STATE HIGHWAY 374, THEN DRIVE
 BK2661'EAST ALONG STATE HIGHWAY 374 FOR 0.49 MILE TO THE RAILROAD CROSSING.
 BK2661'STATION IS SET NORTH OF THE CROSSING ON THE EAST SIDE OF THE
 BK2661'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3240 ***********************************************************************
 CQ3240  DESIGNATION -  BOLINGER
 CQ3240  PID         -  CQ3240
 CQ3240  STATE/COUNTY-  LA/BOSSIER
 CQ3240  USGS QUAD   -  PLAIN DEALING (1981)
 CQ3240
 CQ3240                         *CURRENT SURVEY CONTROL
 CQ3240  ___________________________________________________________________
 CQ3240* NAD 83(1992)-  32 56 29.94796(N)    093 43 57.25895(W)     ADJUSTED  
 CQ3240* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 CQ3240  ___________________________________________________________________
 CQ3240  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CQ3240  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ3240
 CQ3240  HORZ ORDER  -  SECOND
 CQ3240
 CQ3240.The horizontal coordinates were established by classical geodetic methods
 CQ3240.and adjusted by the National Geodetic Survey in September 1999..
 CQ3240
 CQ3240.The orthometric height was scaled from a topographic map.
 CQ3240
 CQ3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3240
 CQ3240.The geoid height was determined by GEOID03.
 CQ3240
 CQ3240;                    North         East     Units Scale Factor Converg.
 CQ3240;SPC LA N     -   271,389.685   884,730.357   MT  1.00007427   -0 39 06.0
 CQ3240;SPC LA N     -   890,384.32  2,902,652.85   sFT  1.00007427   -0 39 06.0
 CQ3240;SPC AR S     -   431,871.840   237,970.832   MT  1.00009873   -0 58 10.9
 CQ3240;SPC AR S     - 1,416,899.53    780,742.64   sFT  1.00009873   -0 58 10.9
 CQ3240;UTM  15      - 3,645,056.600   431,520.406   MT  0.99965782   -0 23 54.2
 CQ3240
 CQ3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3240!SPC LA N     -   0.99998231  x   1.00007427  =   1.00005658
 CQ3240!SPC AR S     -   0.99998231  x   1.00009873  =   1.00008104
 CQ3240!UTM  15      -   0.99998231  x   0.99965782  =   0.99964014
 CQ3240
 CQ3240:                Primary Azimuth Mark                     Grid Az
 CQ3240:SPC LA N     -  BOLINGER AZ MK                           078 07 59.4
 CQ3240:SPC AR S     -  BOLINGER AZ MK                           078 27 04.3
 CQ3240:UTM  15      -  BOLINGER AZ MK                           077 52 47.6
 CQ3240
 CQ3240|---------------------------------------------------------------------|
 CQ3240| PID    Reference Object                     Distance      Geod. Az  |
 CQ3240|                                                           dddmmss.s |
 CQ3240| CX5057 BOLINGER AZ MK                                     0772853.4 |
 CQ3240| CX5058 BOLINGER RM 1                        63.261 METERS 13138     |
 CQ3240| CQ3238 PLAIN DEALING MUNICIPAL TANK        APPROX. 5.0 KM 1445244.1 |
 CQ3240| CX5059 BOLINGER RM 2                        32.013 METERS 23331     |
 CQ3240| CQ3239 BOLINGER FIRE TOWER LFC              15.901 METERS 27110     |
 CQ3240|---------------------------------------------------------------------|
 CQ3240
 CQ3240                          SUPERSEDED SURVEY CONTROL
 CQ3240
 CQ3240  NAD 83(1992)-  32 56 29.95547(N)    093 43 57.24970(W) AD(       ) 2
 CQ3240  NAD 83(1986)-  32 56 29.95860(N)    093 43 57.24863(W) AD(       ) 2
 CQ3240  NAD 27      -  32 56 29.46500(N)    093 43 56.61200(W) AD(       ) 2
 CQ3240
 CQ3240.Superseded values are not recommended for survey control.
 CQ3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3240.See file dsdata.txt to determine how the superseded data were derived.
 CQ3240
 CQ3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3152045057(NAD 83)
 CQ3240_MARKER: DS = TRIANGULATION STATION DISK
 CQ3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3240
 CQ3240  HISTORY     - Date     Condition        Report By
 CQ3240  HISTORY     - 1950     MONUMENTED       CGS
 CQ3240  HISTORY     - 1970     GOOD             USGS
 CQ3240  HISTORY     - 1971     GOOD             AMOCO
 CQ3240  HISTORY     - 20021013 MARK NOT FOUND   USPSQD
 CQ3240
 CQ3240                          STATION DESCRIPTION
 CQ3240
 CQ3240'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3240'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH AND 2.0 MILES
 CQ3240'WEST OF PLAIN DEALING AND 2.0 MILES WEST OF BOLINGER ON
 CQ3240'THE HIGHEST POINT OF A PROMINENT TIMBERED RIDGE ON THE NORTH
 CQ3240'SIDE OF AN EAST-WEST GRADED ROAD NEAR THE BOLINGER FIRE TOWER
 CQ3240'AND ON LAND OWNED BY MR. M.R. BOLINGER.  IT IS 49 FEET NORTH
 CQ3240'OF THE CENTER OF THE ROAD AND 52 FEET EAST OF THE CENTER
 CQ3240'OF THE FIRE TOWER.  IT IS STAMPED BOLINGER 1950 AND PROJECTS
 CQ3240'5 INCHES.
 CQ3240'
 CQ3240'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 48 FEET
 CQ3240'SOUTH OF THE CENTER OF EAST-WEST GRADED ROAD AND ON ABOUT
 CQ3240'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED BOLINGER
 CQ3240'NO 1 1950 AND PROJECTS 4 INCHES.
 CQ3240'
 CQ3240'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 33 FEET
 CQ3240'SOUTH OF THE CENTER OF EAST-WEST GRADED ROAD AND ON ABOUT
 CQ3240'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED BOLINGER
 CQ3240'NO 2 1950 AND PROJECTS 4 INCHES.
 CQ3240'
 CQ3240'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 251.07 FEET.
 CQ3240'
 CQ3240'THE AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF THE STATION, 10
 CQ3240'FEET SOUTH OF THE CENTER OF EAST-WEST GRADED ROAD AND 2
 CQ3240'FEET WEST OF WITNESS POST.  IT IS STAMPED BOLINGER 1950
 CQ3240'AND PROJECTS 2 INCHES.
 CQ3240'
 CQ3240'TO REACH THE STATION FROM THE RAILROAD STATION IN PLAIN
 CQ3240'DEALING, GO WEST FOR 0.2 MILE, TURN RIGHT AND GO NORTH FOR
 CQ3240'2.7 MILES TO SIDE ROAD LEFT, TURN LEFT AND FOLLOW GRADED
 CQ3240'ROAD WESTERLY KEEPING STRAIGHT AHEAD AT ALL SIDE ROADS FOR
 CQ3240'1.85 MILES TO THE AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED,
 CQ3240'CONTINUE WEST ON GRADED ROAD KEEPING STRAIGHT AHEAD AT ALL
 CQ3240'SIDE ROADS FOR 0.45 MILE TO THE BOLINGER FIRE TOWER ON THE
 CQ3240'RIGHT AND STATION JUST EAST AS DESCRIBED.
 CQ3240'
 CQ3240'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 CQ3240
 CQ3240                          STATION RECOVERY (1970)
 CQ3240
 CQ3240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 CQ3240'ADDED DESC. AND REMARKS--THE BOLINGER FIRE TOWER HAS BEEN
 CQ3240'DESTROYED, ONLY THE CONCRETE LOG BASES REMAIN (IN SMALL
 CQ3240'PINE GROWTH).
 CQ3240'
 CQ3240'580 FT WEST OF T-RD. S., 385 FT W. OF T-TRAIL RD. NE
 CQ3240'(AT SMALL CLEARING WITH WITH SMALL SHED AT W. END), 49 FT
 CQ3240'N. OF C/1 OF GRADED RD. AT CREST.
 CQ3240
 CQ3240                          STATION RECOVERY (1971)
 CQ3240
 CQ3240'RECOVERY NOTE BY AMOCO OIL COMPANY 1971 (AB)
 CQ3240'BOLINGER TRIANGULATION STATION-GOOD
 CQ3240'
 CQ3240'BOLINGER AZIMUTH-GOOD
 CQ3240
 CQ3240                          STATION RECOVERY (2002)
 CQ3240
 CQ3240'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3240'STATION, RM 1, RM 2 AND AZIMUTH MARK NOT FOUND DURING GPS SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3239 ***********************************************************************
 CQ3239  DESIGNATION -  BOLINGER FIRE TOWER LFC
 CQ3239  PID         -  CQ3239
 CQ3239  STATE/COUNTY-  LA/BOSSIER
 CQ3239  USGS QUAD   -  PLAIN DEALING (1981)
 CQ3239
 CQ3239                         *CURRENT SURVEY CONTROL
 CQ3239  ___________________________________________________________________
 CQ3239* NAD 83(1992)-  32 56 29.95848(N)    093 43 57.87096(W)     ADJUSTED  
 CQ3239* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 CQ3239  ___________________________________________________________________
 CQ3239  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CQ3239  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ3239
 CQ3239  HORZ ORDER  -  THIRD
 CQ3239
 CQ3239.The horizontal coordinates were established by classical geodetic methods
 CQ3239.and adjusted by the National Geodetic Survey in September 1999..
 CQ3239
 CQ3239.The orthometric height was scaled from a topographic map.
 CQ3239
 CQ3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3239
 CQ3239.The geoid height was determined by GEOID03.
 CQ3239
 CQ3239;                    North         East     Units Scale Factor Converg.
 CQ3239;SPC LA N     -   271,390.190   884,714.463   MT  1.00007427   -0 39 06.3
 CQ3239;SPC LA N     -   890,385.98  2,902,600.70   sFT  1.00007427   -0 39 06.3
 CQ3239;SPC AR S     -   431,872.433   237,954.940   MT  1.00009873   -0 58 11.3
 CQ3239;SPC AR S     - 1,416,901.47    780,690.50   sFT  1.00009873   -0 58 11.3
 CQ3239;UTM  15      - 3,645,057.035   431,504.516   MT  0.99965785   -0 23 54.5
 CQ3239
 CQ3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3239!SPC LA N     -   0.99998231  x   1.00007427  =   1.00005658
 CQ3239!SPC AR S     -   0.99998231  x   1.00009873  =   1.00008104
 CQ3239!UTM  15      -   0.99998231  x   0.99965785  =   0.99964017
 CQ3239
 CQ3239                          SUPERSEDED SURVEY CONTROL
 CQ3239
 CQ3239  NAD 83(1992)-  32 56 29.96598(N)    093 43 57.86171(W) AD(       ) 4
 CQ3239  NAD 83(1986)-  32 56 29.96911(N)    093 43 57.86064(W) AD(       ) 4
 CQ3239  NAD 27      -  32 56 29.47600(N)    093 43 57.22400(W) AD(       ) 3
 CQ3239
 CQ3239.Superseded values are not recommended for survey control.
 CQ3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3239.See file dsdata.txt to determine how the superseded data were derived.
 CQ3239
 CQ3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3150545057(NAD 83)
 CQ3239_MARKER: 57 = LOOKOUT TOWER
 CQ3239
 CQ3239  HISTORY     - Date     Condition        Report By
 CQ3239  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3239  HISTORY     - 20021013 POOR             USPSQD
 CQ3239
 CQ3239                          STATION DESCRIPTION
 CQ3239
 CQ3239'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3239'LOCATED ABOUT 2.0 MILES WEST OF BOLINGER ON THE HIGHEST
 CQ3239'POINT OF A PROMINENT TIMBERED RIDGE AND ON THE NORTH SIDE
 CQ3239'OF AN EAST-WEST GRADED ROAD.  IT IS A 4 LEGGED STEEL STRUCTURE
 CQ3239'ABOUT 100 FEET HIGH WITH A GLASS ENCLOSED LOOKOUT CAB ON
 CQ3239'THE TOP.  POINT TRAVERSED TO, CENTER OF BASE OF TOWER.  POINT
 CQ3239'OBSERVED UPON, CENTER OF TOP OF CAB.
 CQ3239
 CQ3239                          STATION RECOVERY (2002)
 CQ3239
 CQ3239'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3239'LOCAL INFO SAID TOWER WAS TORN DOWN. GPS SEARCH REVEALED NO TRACE OF
 CQ3239'TOWER NOR BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3377 ***********************************************************************
 BJ3377  DESIGNATION -  BOLO 2 RM 4
 BJ3377  PID         -  BJ3377
 BJ3377  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3377  USGS QUAD   -  COMITE (1996)
 BJ3377
 BJ3377                         *CURRENT SURVEY CONTROL
 BJ3377  ___________________________________________________________________
 BJ3377* NAD 83(1992)-  30 32 00.86426(N)    091 05 08.05681(W)     ADJUSTED  
 BJ3377* NAVD 88     -        19.095  (meters)      62.65   (feet)  ADJUSTED  
 BJ3377  ___________________________________________________________________
 BJ3377  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BJ3377  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3377  DYNAMIC HT  -          19.070 (meters)      62.57  (feet)  COMP
 BJ3377  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3377
 BJ3377  HORZ ORDER  -  THIRD
 BJ3377  VERT ORDER  -  SECOND    CLASS I
 BJ3377
 BJ3377.The horizontal coordinates were established by classical geodetic methods
 BJ3377.and adjusted by the National Geodetic Survey in January 1993..
 BJ3377
 BJ3377.The orthometric height was determined by differential leveling
 BJ3377.and adjusted by the National Geodetic Survey in February 1994..
 BJ3377
 BJ3377.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3377
 BJ3377.The geoid height was determined by GEOID03.
 BJ3377
 BJ3377.The dynamic height is computed by dividing the NAVD 88
 BJ3377.geopotential number by the normal gravity value computed on the
 BJ3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3377.degrees latitude (g = 980.6199 gals.).
 BJ3377
 BJ3377.The modeled gravity was interpolated from observed gravity values.
 BJ3377
 BJ3377;                    North         East     Units Scale Factor Converg.
 BJ3377;SPC LA S     -   225,438.895 1,023,775.954   MT  0.99996883   +0 07 26.0
 BJ3377;SPC LA S     -   739,627.44  3,358,838.28   sFT  0.99996883   +0 07 26.0
 BJ3377;UTM  15      - 3,379,471.247   683,663.117   MT  1.00001614   +0 58 22.4
 BJ3377
 BJ3377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3377!SPC LA S     -   1.00000127  x   0.99996883  =   0.99997010
 BJ3377!UTM  15      -   1.00000127  x   1.00001614  =   1.00001741
 BJ3377
 BJ3377                          SUPERSEDED SURVEY CONTROL
 BJ3377
 BJ3377  NAD 83(1986)-  30 32 00.88241(N)    091 05 08.05401(W) AD(       ) 3
 BJ3377  NGVD 29 (11/02/92)   19.20   (m)           63.0    (f) LEVELING    3  
 BJ3377
 BJ3377.Superseded values are not recommended for survey control.
 BJ3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3377.See file dsdata.txt to determine how the superseded data were derived.
 BJ3377
 BJ3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8366379471(NAD 83)
 BJ3377_MARKER: DR = REFERENCE MARK DISK
 BJ3377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3377_SP_SET: CONCRETE POST
 BJ3377_STAMPING: BOLO 2 NO 4 1970
 BJ3377_MARK LOGO: NGS   
 BJ3377_PROJECTION: PROJECTING 18 CENTIMETERS
 BJ3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3377+STABILITY: SURFACE MOTION
 BJ3377
 BJ3377  HISTORY     - Date     Condition        Report By
 BJ3377  HISTORY     - 1970     MONUMENTED       NGS
 BJ3377  HISTORY     - 1983     GOOD             LADTD
 BJ3377
 BJ3377                          STATION DESCRIPTION
 BJ3377
 BJ3377'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3377'5 KM (3.1 MI) SW FROM CENTRAL.
 BJ3377'ABOUT 5 KM (3.1 MILES) WEST ON STATE HIGHWAY 408 FROM THE JUNCTION
 BJ3377'WITH STATE HIGHWAY 3034 IN CENTRAL TO THE BENCH MARK ON THE LEFT JUST
 BJ3377'PAST A TRAILER HOME, 14.3 METERS (47 FEET) SOUTHEAST OF THE CENTER OF
 BJ3377'THE HIGHWAY, 2.4 METERS (8 FEET) WEST-SOUTHWEST OF A FENCE CORNER.
 BJ3377'THE MARK IS 2.13 METERS  NE FROM  THE 8-INCH PINE TREE
 BJ3377'THE MARK IS 2.43 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3378 ***********************************************************************
 BJ3378  DESIGNATION -  BOLO 3
 BJ3378  PID         -  BJ3378
 BJ3378  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3378  USGS QUAD   -  COMITE (1996)
 BJ3378
 BJ3378                         *CURRENT SURVEY CONTROL
 BJ3378  ___________________________________________________________________
 BJ3378* NAD 83(1992)-  30 32 00.97068(N)    091 05 06.91932(W)     ADJUSTED  
 BJ3378* NAVD 88     -        18.842  (meters)      61.82   (feet)  ADJUSTED  
 BJ3378  ___________________________________________________________________
 BJ3378  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ3378  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3378  DYNAMIC HT  -          18.817 (meters)      61.74  (feet)  COMP
 BJ3378  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3378
 BJ3378  HORZ ORDER  -  THIRD
 BJ3378  VERT ORDER  -  SECOND    CLASS I
 BJ3378
 BJ3378.The horizontal coordinates were established by classical geodetic methods
 BJ3378.and adjusted by the National Geodetic Survey in January 1993..
 BJ3378
 BJ3378.The orthometric height was determined by differential leveling
 BJ3378.and adjusted by the National Geodetic Survey in February 1994..
 BJ3378
 BJ3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3378
 BJ3378.The geoid height was determined by GEOID03.
 BJ3378
 BJ3378.The dynamic height is computed by dividing the NAVD 88
 BJ3378.geopotential number by the normal gravity value computed on the
 BJ3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3378.degrees latitude (g = 980.6199 gals.).
 BJ3378
 BJ3378.The modeled gravity was interpolated from observed gravity values.
 BJ3378
 BJ3378;                    North         East     Units Scale Factor Converg.
 BJ3378;SPC LA S     -   225,442.238 1,023,806.268   MT  0.99996884   +0 07 26.6
 BJ3378;SPC LA S     -   739,638.41  3,358,937.73   sFT  0.99996884   +0 07 26.6
 BJ3378;UTM  15      - 3,379,475.038   683,693.380   MT  1.00001628   +0 58 23.0
 BJ3378
 BJ3378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3378!SPC LA S     -   1.00000131  x   0.99996884  =   0.99997015
 BJ3378!UTM  15      -   1.00000131  x   1.00001628  =   1.00001759
 BJ3378
 BJ3378|---------------------------------------------------------------------|
 BJ3378| PID    Reference Object                     Distance      Geod. Az  |
 BJ3378|                                                           dddmmss.s |
 BJ3378| BJ3379 BOLO 3 RM 5                          53.837 METERS 18046     |
 BJ3378| BJ3377 BOLO 2 RM 4                          30.499 METERS 26350     |
 BJ3378| BJ4735 BOLO                                 44.771 METERS 29722     |
 BJ3378| BJ4742 BOLO 2                               67.053 METERS 32232     |
 BJ3378|---------------------------------------------------------------------|
 BJ3378
 BJ3378                          SUPERSEDED SURVEY CONTROL
 BJ3378
 BJ3378  NAD 83(1986)-  30 32 00.98879(N)    091 05 06.91689(W) AD(       ) 3
 BJ3378  NGVD 29 (11/02/92)   18.94   (m)           62.1    (f) LEVELING    3  
 BJ3378
 BJ3378.Superseded values are not recommended for survey control.
 BJ3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3378.See file dsdata.txt to determine how the superseded data were derived.
 BJ3378
 BJ3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8369379475(NAD 83)
 BJ3378_MARKER: DS = TRIANGULATION STATION DISK
 BJ3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3378_SP_SET: CONCRETE POST
 BJ3378_STAMPING: BOLO 3 1983
 BJ3378_MARK LOGO: NGS   
 BJ3378_PROJECTION: FLUSH
 BJ3378_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3378+STABILITY: SURFACE MOTION
 BJ3378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3378+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1983
 BJ3378
 BJ3378  HISTORY     - Date     Condition        Report By
 BJ3378  HISTORY     - 1983     MONUMENTED       NGS
 BJ3378  HISTORY     - 19830808 GOOD             NGS
 BJ3378  HISTORY     - 1987     GOOD             LA-033
 BJ3378
 BJ3378                          STATION DESCRIPTION
 BJ3378
 BJ3378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BJ3378'5 KM (3.1 MI) SW FROM CENTRAL.
 BJ3378'ABOUT 5 KM (3.1 MILES) WEST ON STATE HIGHWAY 408 FROM THE JUNCTION
 BJ3378'WITH STATE HIGHWAY 3034 IN CENTRAL TO THE BENCH MARK ON THE LEFT IN
 BJ3378'THE YARD OF MR DUDLEY R. ONEAL, 9388 HOOPER ROAD, SET ON THE WEST SIDE
 BJ3378'OF YARD NEAR A CHAIN LINK FENCE, 27.1 METERS (89 FEET) SOUTH OF THE
 BJ3378'CENTER OF THE HIGHWAY, 18.3 METERS (60 FEET) SOUTHEAST OF THE EAST END
 BJ3378'OF A CONCRETE CULVERT, 4.4 METERS (14.5 FEET) NORTHWEST OF A 12-INCH
 BJ3378'PINE TREE, 0.9 METERS (3 FEET) EAST OF A CHAIN LINK FENCE.
 BJ3378'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 BJ3378'THE MARK IS 0.91 M ABOVE HIGHWAY.
 BJ3378
 BJ3378                          STATION RECOVERY (1983)
 BJ3378
 BJ3378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RJT)
 BJ3378'THIS STATION MARK WAS SET TO REPLACE BOLO 2 1970, BOLO 1950 1955, BOLO
 BJ3378'1970 RM 3.  ALL OF THESE MARKS WERE RECOVERED IN GOOD CONDITION BUT
 BJ3378'DUE TO HIGHWAY CONSTRUCTION AND A PLANNED SHOPPING CENTER IN THE AREA
 BJ3378'ALL OF THESE MARKS ARE IN DANGER OF BEING DESTROYED.  A TRAVERSE WAS
 BJ3378'MADE OF THE NEW MARK FROM THE OLD STATIONS.
 BJ3378' 
 BJ3378'THE AZIMUTH MARK AND BOLO 2 1970 RM 4 WERE RECOVERED IN GOOD CONDITION
 BJ3378'AND RM 4 WAS UTILIZED IN TIE TO BOLO 3.  THE AZIMUTH MARK IS NOT OPEN
 BJ3378'ON LINE TO BOLO 3.
 BJ3378' 
 BJ3378'THE STATION IS LOCATED ABOUT 7.2 KM WEST OF THE RYAN AIRPORT, 6 KM
 BJ3378'NORTHWEST OF COMITE, 5 KM SOUTHWEST OF CENTRAL.  OWNERSHIP--MR DUDLEY
 BJ3378'R O'NEAL, 9388 HOOPER ROAD, BATON ROUGE, LOUISIANA 70818.
 BJ3378' 
 BJ3378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 408 AND 3034
 BJ3378'IN CENTRAL, GO WEST ON STATE HIGHWAY 408 FOR 4.9 KM (3.1 MI) TO THE
 BJ3378'STATION ON THE LEFT AND SOUTH OF THE HIGHWAY NEAR A BLOND BRICK
 BJ3378'RESIDENCE.
 BJ3378' 
 BJ3378'THE STATION IS A STANDARD NGS DISK STAMPED--BOLO 3 1983--, SET INTO
 BJ3378'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 BJ3378'GROUND LOCATED 28.6 METERS W FROM THE NORTHWEST CORNER OF A BRICK
 BJ3378'HOUSE, 26.2 METERS SW FROM A POWER LINE POLE, 25.0 METERS SSE FROM THE
 BJ3378'CENTER OF STATE HIGHWAY 408 (HOOPER ROAD), AND 00.9 METER E FROM A
 BJ3378'CHAIN-LINK FENCE AND THE WITNESS POST.
 BJ3378' 
 BJ3378'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--BOLO 3 1983--,
 BJ3378'SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FT OR 1.1 METERS BELOW THE
 BJ3378'SURFACE.
 BJ3378' 
 BJ3378'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--BOLO 3 NO 5
 BJ3378'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ3378'CM IN DIAMETER FLUSH WITH GROUND LOCATED 258.6 FT (78.8 M) SSE FROM
 BJ3378'THE CENTER OF STATE HIGHWAY 408 (HOOPER ROAD), 18.5 FT (5.6 M) SW FROM
 BJ3378'A 12-INCH PINE TREE, 9.0 FT (2.7 M) NNW FROM A 5 FOOT NET WIRE FENCE,
 BJ3378'AND 2.0 FT (0.6 M) E FROM A CHAIN-LINK FENCE.
 BJ3378
 BJ3378                          STATION RECOVERY (1987)
 BJ3378
 BJ3378'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3379 ***********************************************************************
 BJ3379  DESIGNATION -  BOLO 3 RM 5
 BJ3379  PID         -  BJ3379
 BJ3379  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3379  USGS QUAD   -  COMITE (1996)
 BJ3379
 BJ3379                         *CURRENT SURVEY CONTROL
 BJ3379  ___________________________________________________________________
 BJ3379* NAD 83(1992)-  30 31 59.22259(N)    091 05 06.94656(W)     ADJUSTED  
 BJ3379* NAVD 88     -        18.906  (meters)      62.03   (feet)  ADJUSTED  
 BJ3379  ___________________________________________________________________
 BJ3379  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ3379  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3379  DYNAMIC HT  -          18.881 (meters)      61.95  (feet)  COMP
 BJ3379  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3379
 BJ3379  HORZ ORDER  -  THIRD
 BJ3379  VERT ORDER  -  SECOND    CLASS I
 BJ3379
 BJ3379.The horizontal coordinates were established by classical geodetic methods
 BJ3379.and adjusted by the National Geodetic Survey in January 1993..
 BJ3379.No horizontal observational check was made to the station.
 BJ3379
 BJ3379.The orthometric height was determined by differential leveling
 BJ3379.and adjusted by the National Geodetic Survey in February 1994..
 BJ3379
 BJ3379.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3379
 BJ3379.The geoid height was determined by GEOID03.
 BJ3379
 BJ3379.The dynamic height is computed by dividing the NAVD 88
 BJ3379.geopotential number by the normal gravity value computed on the
 BJ3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3379.degrees latitude (g = 980.6199 gals.).
 BJ3379
 BJ3379.The modeled gravity was interpolated from observed gravity values.
 BJ3379
 BJ3379;                    North         East     Units Scale Factor Converg.
 BJ3379;SPC LA S     -   225,388.406 1,023,805.658   MT  0.99996876   +0 07 26.5
 BJ3379;SPC LA S     -   739,461.80  3,358,935.73   sFT  0.99996876   +0 07 26.5
 BJ3379;UTM  15      - 3,379,421.201   683,693.568   MT  1.00001628   +0 58 22.9
 BJ3379
 BJ3379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3379!SPC LA S     -   1.00000130  x   0.99996876  =   0.99997006
 BJ3379!UTM  15      -   1.00000130  x   1.00001628  =   1.00001758
 BJ3379
 BJ3379                          SUPERSEDED SURVEY CONTROL
 BJ3379
 BJ3379  NAD 83(1986)-  30 31 59.24070(N)    091 05 06.94410(W) AD(       ) 3
 BJ3379  NGVD 29 (11/02/92)   19.00   (m)           62.3    (f) LEVELING    3  
 BJ3379
 BJ3379.Superseded values are not recommended for survey control.
 BJ3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3379.See file dsdata.txt to determine how the superseded data were derived.
 BJ3379
 BJ3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8369479421(NAD 83)
 BJ3379_MARKER: DR = REFERENCE MARK DISK
 BJ3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3379_SP_SET: CONCRETE POST
 BJ3379_STAMPING: BOLO 3 NO 5 1983
 BJ3379_MARK LOGO: NGS   
 BJ3379_PROJECTION: FLUSH
 BJ3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3379+STABILITY: SURFACE MOTION
 BJ3379
 BJ3379  HISTORY     - Date     Condition        Report By
 BJ3379  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3379  HISTORY     - 1987     GOOD             LA-033
 BJ3379
 BJ3379                          STATION DESCRIPTION
 BJ3379
 BJ3379'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3379'5 KM (3.1 MI) SW FROM CENTRAL.
 BJ3379'ABOUT 5 KM (3.1 MILES) WEST ON STATE HIGHWAY 408 FROM THE JUNCTION
 BJ3379'WITH STATE HIGHWAY 3034 IN CENTRAL TO THE BENCH MARK ON THE LEFT IN
 BJ3379'THE YARD OF MR DUDLEY R. ONEAL, 9388 HOOPER ROAD, SET IN THE SOUTHWEST
 BJ3379'CORNER OF THE YARD, 81.1 METERS (266 FEET) SOUTH OF THE CENTER OF THE
 BJ3379'HIGHWAY, 2.7 METERS (9 FEET) NORTHEAST OF A 10-INCH CEDAR TREE, 2.4
 BJ3379'METERS (8 FEET) NORTH OF A NET FENCE.
 BJ3379'THE MARK IS 0.61 METERS  E FROM  THE CHAIN LINK FENCE
 BJ3379'THE MARK IS 0.91 M ABOVE HIGHWAY.
 BJ3379
 BJ3379                          STATION RECOVERY (1987)
 BJ3379
 BJ3379'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2281 ***********************************************************************
 BJ2281  DESIGNATION -  BOLT
 BJ2281  PID         -  BJ2281
 BJ2281  STATE/COUNTY-  LA/ST MARTIN
 BJ2281  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2281
 BJ2281                         *CURRENT SURVEY CONTROL
 BJ2281  ___________________________________________________________________
 BJ2281* NAD 83(1986)-  30 22 00.     (N)    091 38 29.     (W)     SCALED    
 BJ2281* NAVD 88     -        11.09   (+/-2cm)      36.4    (feet)  VERTCON   
 BJ2281  ___________________________________________________________________
 BJ2281  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2281
 BJ2281  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2281
 BJ2281.The horizontal coordinates were scaled from a topographic map and have
 BJ2281.an estimated accuracy of +/- 6 seconds.
 BJ2281
 BJ2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2281.The vertical order pertains to the NGVD 29 superseded value.
 BJ2281
 BJ2281.The geoid height was determined by GEOID03.
 BJ2281
 BJ2281;                    North         East    Units  Estimated Accuracy
 BJ2281;SPC LA S     -   206,950.      970,390.      MT  (+/- 180 meters Scaled)
 BJ2281
 BJ2281                          SUPERSEDED SURVEY CONTROL
 BJ2281
 BJ2281  NGVD 29 (??/??/??)   11.102  (m)           36.42   (f) ADJUSTED    1 2
 BJ2281
 BJ2281.Superseded values are not recommended for survey control.
 BJ2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2281.See file dsdata.txt to determine how the superseded data were derived.
 BJ2281
 BJ2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP305601(NAD 83)
 BJ2281_MARKER: B = BOLT
 BJ2281_SETTING: 0 = UNSPECIFIED SETTING
 BJ2281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2281
 BJ2281  HISTORY     - Date     Condition        Report By
 BJ2281  HISTORY     - UNK      MONUMENTED       CGS
 BJ2281  HISTORY     - 1965     GOOD             CGS
 BJ2281
 BJ2281                          STATION DESCRIPTION
 BJ2281
 BJ2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2281'11.4 MI NE FROM BUTTE LA ROSE.
 BJ2281'ABOUT 6.1 MILES NORTH ALONG A LEVEE AND A DIRT ROAD FROM THE BOAT
 BJ2281'LANDING AT BUTTE LA ROSE, THENCE 5.3 MILES EAST ALONG A DOUBLE ROW OF
 BJ2281'POWER POLES, IN FRACTIONAL SECTION 74, T 8 S, R 8 E, ON AN ISLAND
 BJ2281'BETWEEN THE ATCHAFALAYA RIVER AND THE WHISKEY BAY PILOT CHANNEL, ABOUT
 BJ2281'170 YARDS WEST OF THE WEST BANK OF WHISKEY BAY PILOT CHANNEL, THE
 BJ2281'CENTER OF THE TOP OF THE MOST NORTH-NORTHWESTERLY OF 4 STEEL 2-INCH
 BJ2281'BOLTS SECURING THE MOST NORTH-NORTHEASTERLY OF 3 STEEL LEGS OF A PYLON
 BJ2281'TO A CONCRETE FOOTING, 1 FOOT SOUTH-SOUTHEAST OF AN ARROW CHIPPED IN
 BJ2281'THE CONCRETE FOOTING, AND ABOUT 12 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1417 ***********************************************************************
 AT1417  DESIGNATION -  BOLT/WASHER
 AT1417  PID         -  AT1417
 AT1417  STATE/COUNTY-  LA/PLAQUEMINES
 AT1417  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT1417
 AT1417                         *CURRENT SURVEY CONTROL
 AT1417  ___________________________________________________________________
 AT1417* NAD 83(1986)-  28 59 16.     (N)    089 08 33.     (W)     SCALED    
 AT1417* NAVD 88     -         1.167  (meters)       3.83   (feet)  READJUSTED
 AT1417  ___________________________________________________________________
 AT1417  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT1417  DYNAMIC HT  -           1.160 (meters)       3.81  (feet)  COMP
 AT1417  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 AT1417
 AT1417  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT1417
 AT1417.The horizontal coordinates were scaled from a topographic map and have
 AT1417.an estimated accuracy of +/- 6 seconds.
 AT1417
 AT1417.The orthometric height was determined by differential leveling
 AT1417.and adjusted by the National Geodetic Survey in February 1994..
 AT1417.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT1417.distribution rate of 0.0 thru 1.0 mm/km.
 AT1417.The height was derived from older observations constrained to new
 AT1417.heights in a crustal motion area.  The height is approximate in
 AT1417.relation to other heights in its vicinity.
 AT1417
 AT1417.The geoid height was determined by GEOID03.
 AT1417
 AT1417.The dynamic height is computed by dividing the NAVD 88
 AT1417.geopotential number by the normal gravity value computed on the
 AT1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1417.degrees latitude (g = 980.6199 gals.).
 AT1417
 AT1417.The modeled gravity was interpolated from observed gravity values.
 AT1417
 AT1417;                    North         East    Units  Estimated Accuracy
 AT1417;SPC LA S     -    56,110.    1,213,500.      MT  (+/- 180 meters Scaled)
 AT1417
 AT1417                          SUPERSEDED SURVEY CONTROL
 AT1417
 AT1417.No superseded survey control is available for this station.
 AT1417
 AT1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT912085(NAD 83)
 AT1417_MARKER: B = BOLT
 AT1417_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 AT1417_SP_SET: PILING
 AT1417_MARK LOGO: NONE  
 AT1417_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1417
 AT1417  HISTORY     - Date     Condition        Report By
 AT1417  HISTORY     - 1980     MONUMENTED       NGS
 AT1417
 AT1417                          STATION DESCRIPTION
 AT1417
 AT1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AT1417'ABOUT 24.3 MI (39.1 KM) SOUTH-SOUTHEAST OF VINICE, OR 2.5 MI (4.0 KM)
 AT1417'SOUTHEAST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT PORT
 AT1417'EADS, ON THE WEST SIDE OF SOUTH PASS AT THE MISSISSIPPI RIVER PILOTS
 AT1417'ASSOCIATION DOCK AND LIVING QUATERS BUILDING, NEAR THE ENTRANCE FROM
 AT1417'THE GULF OF MEXICO, A BOLT WITH A HALF INCH THICK WASHER IN THE
 AT1417'FOURTH PILING NORTH OF THE SOUTHWEST CORNER OF THE PILOT BUILDING ON
 AT1417'THE WEST SIDE OF THE BUILDING AND ABOUT 16-INCHES ABOVE THE GROUND
 AT1417'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1720 ***********************************************************************
 BX1720  DESIGNATION -  BOLYNE RM 1
 BX1720  PID         -  BX1720
 BX1720  STATE/COUNTY-  LA/SABINE
 BX1720  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1720
 BX1720                         *CURRENT SURVEY CONTROL
 BX1720  ___________________________________________________________________
 BX1720* NAD 83(1986)-  31 45 02.     (N)    093 26 25.     (W)     SCALED    
 BX1720* NAVD 88     -       101.80   (+/-2cm)     334.0    (feet)  VERTCON   
 BX1720  ___________________________________________________________________
 BX1720  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1720
 BX1720  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1720
 BX1720.The horizontal coordinates were scaled from a topographic map and have
 BX1720.an estimated accuracy of +/- 6 seconds.
 BX1720
 BX1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1720.The vertical order pertains to the NGVD 29 superseded value.
 BX1720
 BX1720.The geoid height was determined by GEOID03.
 BX1720
 BX1720;                    North         East    Units  Estimated Accuracy
 BX1720;SPC LA N     -   139,040.      910,920.      MT  (+/- 180 meters Scaled)
 BX1720
 BX1720                          SUPERSEDED SURVEY CONTROL
 BX1720
 BX1720  NGVD 29 (??/??/??)  101.858  (m)          334.18   (f) ADJUSTED    1 2
 BX1720
 BX1720.Superseded values are not recommended for survey control.
 BX1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1720.See file dsdata.txt to determine how the superseded data were derived.
 BX1720
 BX1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR583128(NAD 83)
 BX1720_MARKER: DR = REFERENCE MARK DISK
 BX1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1720_STAMPING: BOLYNE NO 1 1919
 BX1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1720+STABILITY: SURFACE MOTION
 BX1720
 BX1720  HISTORY     - Date     Condition        Report By
 BX1720  HISTORY     - 1919     MONUMENTED       CGS
 BX1720  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1720  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1720
 BX1720                          STATION DESCRIPTION
 BX1720
 BX1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 BX1720'IN BOLEYN.
 BX1720'IN SABINE PARISH, ABOUT 3.0 MILES WEST ALONG THE TEXAS AND PACIFIC
 BX1720'RAILWAY FROM THE STATION AT MARTHAVILLE, NATCHITOCHES PARISH, IN A LOT
 BX1720'BETWEEN THE TRACK AND AN OLD CHIMNEY, 61 FEET NORTH-NORTHEAST OF
 BX1720'TRIANGULATION STATION BOLYNE, DESCRIBED BELOW, AND 80 FEET NORTHEAST
 BX1720'OF THE NORTHEAST RAIL.  A STANDARD REFERENCE-MARK DISK, STAMPED BOLYNE
 BX1720'NO 1 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1720
 BX1720                          STATION RECOVERY (2001)
 BX1720
 BX1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1720'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1720
 BX1720                          STATION RECOVERY (2001)
 BX1720
 BX1720'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX1720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1719 ***********************************************************************
 BX1719  DESIGNATION -  BOLYNE RM 2
 BX1719  PID         -  BX1719
 BX1719  STATE/COUNTY-  LA/SABINE
 BX1719  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1719
 BX1719                         *CURRENT SURVEY CONTROL
 BX1719  ___________________________________________________________________
 BX1719* NAD 83(1986)-  31 45 01.     (N)    093 26 25.     (W)     SCALED    
 BX1719* NAVD 88     -       102.61   (+/-2cm)     336.6    (feet)  VERTCON   
 BX1719  ___________________________________________________________________
 BX1719  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1719
 BX1719  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1719
 BX1719.The horizontal coordinates were scaled from a topographic map and have
 BX1719.an estimated accuracy of +/- 6 seconds.
 BX1719
 BX1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1719.The vertical order pertains to the NGVD 29 superseded value.
 BX1719
 BX1719.The geoid height was determined by GEOID03.
 BX1719
 BX1719;                    North         East    Units  Estimated Accuracy
 BX1719;SPC LA N     -   139,010.      910,920.      MT  (+/- 180 meters Scaled)
 BX1719
 BX1719                          SUPERSEDED SURVEY CONTROL
 BX1719
 BX1719  NGVD 29 (??/??/??)  102.672  (m)          336.85   (f) ADJUSTED    1 2
 BX1719
 BX1719.Superseded values are not recommended for survey control.
 BX1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1719.See file dsdata.txt to determine how the superseded data were derived.
 BX1719
 BX1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR583128(NAD 83)
 BX1719_MARKER: DR = REFERENCE MARK DISK
 BX1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1719_STAMPING: BOLYNE NO 2 1919
 BX1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1719+STABILITY: SURFACE MOTION
 BX1719
 BX1719  HISTORY     - Date     Condition        Report By
 BX1719  HISTORY     - 1919     MONUMENTED       CGS
 BX1719  HISTORY     - 1938     GOOD             CGS
 BX1719  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1719  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1719
 BX1719                          STATION DESCRIPTION
 BX1719
 BX1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1719'IN BOLEYN.
 BX1719'IN SABINE PARISH, ABOUT 3.0 MILES WEST ALONG THE TEXAS AND PACIFIC
 BX1719'RAILWAY FROM THE STATION AT MARTHAVILLE, NATCHITOCHES PARISH, 62 FEET
 BX1719'EAST-SOUTHEAST OF TRIANGULATION STATION BOLYNE, DESCRIBED BELOW, 43.8
 BX1719'FEET NORTHWEST OF THE THIRD POLE NORTHWEST OF A ROAD CROSSING, AND
 BX1719'32.5 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD REFERENCE-MARK
 BX1719'DISK, STAMPED BOLYNE NO 2 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1719
 BX1719                          STATION RECOVERY (2001)
 BX1719
 BX1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1719'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1719
 BX1719                          STATION RECOVERY (2001)
 BX1719
 BX1719'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX1719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1721 ***********************************************************************
 BX1721  DESIGNATION -  BOLYNE=H 12
 BX1721  PID         -  BX1721
 BX1721  STATE/COUNTY-  LA/SABINE
 BX1721  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1721
 BX1721                         *CURRENT SURVEY CONTROL
 BX1721  ___________________________________________________________________
 BX1721* NAD 83(1992)-  31 45 00.71166(N)    093 26 24.77647(W)     ADJUSTED  
 BX1721* NAVD 88     -       101.80   (+/-2cm)     334.0    (feet)  VERTCON   
 BX1721  ___________________________________________________________________
 BX1721  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BX1721  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1721
 BX1721  HORZ ORDER  -  FIRST
 BX1721  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1721
 BX1721.The horizontal coordinates were established by classical geodetic methods
 BX1721.and adjusted by the National Geodetic Survey in January 1993..
 BX1721
 BX1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1721.The vertical order pertains to the NGVD 29 superseded value.
 BX1721
 BX1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1721
 BX1721.The geoid height was determined by GEOID03.
 BX1721
 BX1721;                    North         East     Units Scale Factor Converg.
 BX1721;SPC LA N     -   139,001.929   910,924.371   MT  0.99991899   -0 29 49.5
 BX1721;SPC LA N     -   456,042.16  2,988,591.04   sFT  0.99991899   -0 29 49.5
 BX1721;UTM  15      - 3,512,831.821   458,306.753   MT  0.99962144   -0 13 53.9
 BX1721
 BX1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1721!SPC LA N     -   0.99998812  x   0.99991899  =   0.99990711
 BX1721!UTM  15      -   0.99998812  x   0.99962144  =   0.99960957
 BX1721
 BX1721|---------------------------------------------------------------------|
 BX1721| PID    Reference Object                     Distance      Geod. Az  |
 BX1721|                                                           dddmmss.s |
 BX1721| CV8120 BOLEYN RM                            18.507 METERS 02748     |
 BX1721| BX2858 LAMBERT                             497.021 METERS 1384224.4 |
 BX1721| BX2872 TAN 1919                            APPROX. 1.3 KM 3043242.3 |
 BX1721|---------------------------------------------------------------------|
 BX1721
 BX1721                          SUPERSEDED SURVEY CONTROL
 BX1721
 BX1721  NAD 83(1986)-  31 45 00.72603(N)    093 26 24.77063(W) AD(       ) 1
 BX1721  NAD 27      -  31 45 00.11800(N)    093 26 24.14000(W) AD(       ) 1
 BX1721  NGVD 29 (??/??/??)  101.858  (m)          334.18   (f) ADJUSTED    1 2
 BX1721
 BX1721.Superseded values are not recommended for survey control.
 BX1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1721.See file dsdata.txt to determine how the superseded data were derived.
 BX1721
 BX1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5830712832(NAD 83)
 BX1721_MARKER: DS = TRIANGULATION STATION DISK
 BX1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1721_STAMPING: 334.110 BOLYNE H 12 1919
 BX1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1721+STABILITY: SURFACE MOTION
 BX1721
 BX1721  HISTORY     - Date     Condition        Report By
 BX1721  HISTORY     - 1919     MONUMENTED       CGS
 BX1721  HISTORY     - 1919     GOOD             CGS
 BX1721  HISTORY     - 1935     GOOD             CGS
 BX1721  HISTORY     - 1936     GOOD             LAGS
 BX1721  HISTORY     - 1943     GOOD             USE
 BX1721  HISTORY     - 1950     GOOD             CGS
 BX1721  HISTORY     - 1957     POOR             USGS
 BX1721  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1721  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1721
 BX1721                          STATION DESCRIPTION
 BX1721
 BX1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1721'NEAR TEXAS AND PACIFIC RAILWAY FLAG STATION BOLEYN, 103 METERS
 BX1721'(338 FEET) E OF TRESTLE NO. 362.3, AND 7 METERS (23 FEET) N
 BX1721'OF APPROXIMATE CENTER OF TRACKS, ON PROLONGATION OF S RAIL
 BX1721'FROM W.
 BX1721'
 BX1721'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BX1721'IN CONCRETE.
 BX1721'
 BX1721'UNDERGROUND MARK IS A NAIL IN CONCRETE.
 BX1721'
 BX1721'REFERENCE MARK IS 18.507 METERS (60.72 FEET) FROM STATION,
 BX1721'N 27 DEG 48 MIN E.
 BX1721
 BX1721                          STATION RECOVERY (1919)
 BX1721
 BX1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1721'IN BOLEYN.
 BX1721'IN SABINE PARISH, ABOUT 3.0 MILES WEST ALONG THE TEXAS AND PACIFIC
 BX1721'RAILWAY FROM THE STATION AT MARTHAVILLE, NATCHITOCHES PARISH, AT
 BX1721'BOLEYN, ABOUT 380 FEET SOUTHEAST OF THE NATCHITOCHES-SABINE PARISH
 BX1721'BOUNDARY SIGN, ABOUT 297 FEET SOUTHEAST OF A 52-INCH CONCRETE PIPE
 BX1721'CULVERT, NEAR THE FOURTH POLE NORTHWEST OF THE CROSSING OF BOLEYN
 BX1721'ROAD, 20 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ON THE PROLONGATION
 BX1721'OF THE SOUTHWEST RAIL OF THE NORTHWEST TANGENT.  A STANDARD
 BX1721'TRIANGULATION-STATION DISK, STAMPED 334.110 BOLYNE H 12 1919 AND SET
 BX1721'IN THE TOP OF A CONCRETE POST.
 BX1721
 BX1721                          STATION RECOVERY (1935)
 BX1721
 BX1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1721'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BX1721'CONDITION.
 BX1721'
 BX1721'STATION IS NEAR 4TH TELEGRAPH POLE W OF BOLEYN ROAD CROSSING,
 BX1721'20.1 FEET N OF N RAIL AND ON A SMALL ELEVATION FORMED BY
 BX1721'DIGGING OPERATIONS, AND HAS EVIDENTLY BEEN PROTECTED BY SECTION
 BX1721'CREW.
 BX1721'
 BX1721'REFERENCE MARK NO. 1 (1919) IS IN A LOT BETWEEN RAILROAD AND
 BX1721'AN OLD CHIMNEY, WHICH WAS LEFT STANDING AFTER THE OLD HOUSE
 BX1721'WAS BURNED.  IT IS 18.507 METERS (60.72 FEET) FROM STATION
 BX1721'N 27 DEG 48 MIN E.
 BX1721'
 BX1721'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BX1721'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, ON A SMALL ELEVATION
 BX1721'E OF STATION, 32.5 FEET N OF N RAIL, 43.8 FEET W OF 3RD
 BX1721'TELEGRAPH POLE W OF ROAD CROSSING, FROM STATION
 BX1721'OF S 61 DEG 09 MIN 15 SEC E.
 BX1721'
 BX1721'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 26.695 METERS
 BX1721'(87.60 FEET) N 17 DEG 22 MIN 15 SEC W.
 BX1721'
 BX1721'TO REACH THIS STATION GO TO BOLEYN STATION BY GRAVEL HIGHWAY
 BX1721'FROM HIGHWAY 171 TO BELMONT THENCE NE ABOUT 5 MILES, THENCE N
 BX1721'ON DIRT ROAD 3 MILES.
 BX1721
 BX1721                          STATION RECOVERY (1936)
 BX1721
 BX1721'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX1721'STATION RECOVERED AS DESCRIBED EXCEPT TRESTLE HAS BEEN REPLACED
 BX1721'BY A FILL.  IT IS 300 FEET W OF FLAG STATION BOLEYN AND ABOUT
 BX1721'385 FEET E OF NATCHITOCHES-SABINE PARISH LINE.
 BX1721
 BX1721                          STATION RECOVERY (1943)
 BX1721
 BX1721'RECOVERY NOTE BY US ENGINEERS 1943
 BX1721'THE SURFACE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX1721
 BX1721                          STATION RECOVERY (1950)
 BX1721
 BX1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX1721'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED IN
 BX1721'1935.  STATION MARK IS LOOSE.  REFERENCE MARK 2 IS ABOUT
 BX1721'DESTROYED FROM DIRT BEING DUG AWAY FROM IT.  REFERENCE MARK 1
 BX1721'IS IN GOOD CONDITION.  STATION AND REFERENCE MARK 1 ARE STAMPED
 BX1721'BOLYNE 1919.  REFERENCE MARK 2 IS STAMPED BOLEYN 1919.  THIS
 BX1721'IS A TRAVERSE STATION.
 BX1721
 BX1721                          STATION RECOVERY (1957)
 BX1721
 BX1721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX1721'STATION MARK POST WAS FOUND UPROOTED.
 BX1721
 BX1721                          STATION RECOVERY (2001)
 BX1721
 BX1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1721
 BX1721                          STATION RECOVERY (2001)
 BX1721
 BX1721'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX1721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5255 ***********************************************************************
 BJ5255  DESIGNATION -  BOMER
 BJ5255  PID         -  BJ5255
 BJ5255  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5255  USGS QUAD   -  FORDOCHE (1969)
 BJ5255
 BJ5255                         *CURRENT SURVEY CONTROL
 BJ5255  ___________________________________________________________________
 BJ5255* NAD 83(1992)-  30 33 21.58371(N)    091 35 55.37563(W)     ADJUSTED  
 BJ5255* NAVD 88     -         7.96   (+/-2cm)      26.1    (feet)  VERTCON   
 BJ5255  ___________________________________________________________________
 BJ5255  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5255  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5255
 BJ5255  HORZ ORDER  -  FIRST
 BJ5255  VERT ORDER  -  THIRD ? (See Below)
 BJ5255
 BJ5255.The horizontal coordinates were established by classical geodetic methods
 BJ5255.and adjusted by the National Geodetic Survey in January 1993..
 BJ5255
 BJ5255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5255.The vertical order pertains to the NGVD 29 superseded value.
 BJ5255
 BJ5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5255
 BJ5255.The geoid height was determined by GEOID03.
 BJ5255
 BJ5255;                    North         East     Units Scale Factor Converg.
 BJ5255;SPC LA S     -   227,928.350   974,538.929   MT  0.99997254   -0 07 57.7
 BJ5255;SPC LA S     -   747,794.93  3,197,299.80   sFT  0.99997254   -0 07 57.7
 BJ5255;UTM  15      - 3,381,232.387   634,397.437   MT  0.99982283   +0 42 45.0
 BJ5255
 BJ5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5255!SPC LA S     -   1.00000305  x   0.99997254  =   0.99997559
 BJ5255!UTM  15      -   1.00000305  x   0.99982283  =   0.99982588
 BJ5255
 BJ5255|---------------------------------------------------------------------|
 BJ5255| PID    Reference Object                     Distance      Geod. Az  |
 BJ5255|                                                           dddmmss.s |
 BJ5255| CW1120 BOMER RM 1                           49.049 METERS 08207     |
 BJ5255| CW1119 BOMER AZ MK                                        0941644.9 |
 BJ5255| BJ5020 BATON ROUGE STATE CAPITOL CUP       APPROX.41.0 KM 1052508.2 |
 BJ5255| BJ5254 CENTRAL LA SUGAR REFINERY STK       APPROX. 4.6 KM 1111822.2 |
 BJ5255| BJ5112 MARINGOUIN MUNICIPAL TANK           APPROX.10.6 KM 1343054.7 |
 BJ5255| BJ5253 BM 7                                 71.592 METERS 19823     |
 BJ5255| BJ5260 FORDOCHE                            APPROX.12.3 KM 3393320.3 |
 BJ5255| CW1121 BOMER RM 2                           45.799 METERS 35403     |
 BJ5255|---------------------------------------------------------------------|
 BJ5255
 BJ5255                          SUPERSEDED SURVEY CONTROL
 BJ5255
 BJ5255  NAD 83(1986)-  30 33 21.60282(N)    091 35 55.37090(W) AD(       ) 1
 BJ5255  NAD 27      -  30 33 20.91333(N)    091 35 54.95870(W) AD(       ) 1
 BJ5255  NGVD 29 (07/19/86)    7.97   (m)           26.1    (f) LEVELING    3  
 BJ5255
 BJ5255.Superseded values are not recommended for survey control.
 BJ5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5255.See file dsdata.txt to determine how the superseded data were derived.
 BJ5255
 BJ5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3439781232(NAD 83)
 BJ5255_MARKER: DS = TRIANGULATION STATION DISK
 BJ5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5255
 BJ5255  HISTORY     - Date     Condition        Report By
 BJ5255  HISTORY     - 1935     MONUMENTED       CGS
 BJ5255  HISTORY     - 1957     GOOD             CGS
 BJ5255  HISTORY     - 1960     GOOD             CGS
 BJ5255
 BJ5255                          STATION DESCRIPTION
 BJ5255
 BJ5255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5255'ABOUT 9 MILES E OF KROTZ SPRINGS AND 2-1/2 MILES W OF LIVONIA
 BJ5255'IN THE VILLAGE OF BLANKS WHICH IS A SMALL SETTLEMENT ON THE
 BJ5255'MISSOURI PACIFIC RAILROAD AND STATE HIGHWAY 7, ABOUT 200 YARDS
 BJ5255'WNW OF THE BLANKS RAILROAD STATION, 130 FEET N OF THE CENTER
 BJ5255'LINE OF THE HIGHWAY, AT THE SW CORNER OF THE PASTURE LOT ON THE
 BJ5255'FARM OWNED BY E.J. BOMER AND OCCUPIED BY LOUIS HEBERT,
 BJ5255'48 FEET E OF THE NE CORNER OF HEBERTS HOUSE, 15 FEET N OF THE
 BJ5255'FENCE THAT SEPARATES THE PASTURE ON THE N FROM THE YARD ON
 BJ5255'THE S, 29 FEET NNE OF THE PUMP, 60 FEET NNW OF THE COCA COLA
 BJ5255'SIGN THAT STANDS IN THE SE CORNER OF THE YARD, AND 143 FEET
 BJ5255'SW OF A 3-FOOT WALNUT TREE.  THE STATION IS MARKED BY
 BJ5255'STANDARD BRONZE DISKS SET IN CONCRETE.
 BJ5255'THE MARK IS SET FLUSH WITH THE SURFACE.
 BJ5255'
 BJ5255'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5255'PROJECTS 4 INCHES AND IS 47 FEET SE
 BJ5255'OF THE 3-FOOT WALNUT TREE, 14 FEET NW OF A DIRT ROAD THAT
 BJ5255'LEADS NE FROM THE HIGHWAY, AND 160.92 FEET (49.05 METERS) FROM
 BJ5255'THE STATION N 82 DEG 07 MIN E.
 BJ5255'
 BJ5255'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5255'PROJECTS 2 INCHES AND IS AT THE NE
 BJ5255'CORNER OF THE GARDEN, 1 FOOT SE OF THE NE CORNER POST OF THE
 BJ5255'GARDEN FENCE, 148 FEET N OF THE NE CORNER OF THE HOUSE, 170
 BJ5255'FEET WNW OF THE 3-FOOT WALNUT TREE, 216.49 FEET (65.99 METERS)
 BJ5255'FROM REFERENCE MARK NO. 1, AND 150.26 FEET (45.80 METERS)
 BJ5255'FROM THE STATION N 05 DEG 57 MIN W. THE AZIMUTH MARK,
 BJ5255'A STANDARD BRONZE DISK SET IN CONCRETE.
 BJ5255'PROJECTS 3 INCHES AND IS ON THE PASTURE (RIGHT-OF-WAY)
 BJ5255'FENCE LINE, 3 FEET N OF A GUTTER, ABOUT 63 FEET N OF THE
 BJ5255'CENTER LINE OF THE HIGHWAY, AND APPROXIMATELY 0.25 MILE FROM
 BJ5255'THE STATION S 85 DEG 43 MIN E.
 BJ5255
 BJ5255                          STATION RECOVERY (1957)
 BJ5255
 BJ5255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5255'STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED IN
 BJ5255'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS
 BJ5255'BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE
 BJ5255'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE PUBLISHED
 BJ5255'DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 BJ5255'
 BJ5255'STATION IS LOCATED IN THE VILLAGE OF BLANKS AT THE INTERSECTION
 BJ5255'OF U.S. HIGHWAY 190 AND A GRAVEL ROAD.  IN THE GRAVEL DRIVEWAY
 BJ5255'OF A GULF SERVICE STATION AND MOTEL CABINS CONSTRUCTED OF
 BJ5255'CONCRETE BLOCKS.  100.0 FT. N OF THE CENTERLINE OF THE WEST
 BJ5255'BOUND LANE OF U.S. HIGHWAY 190 (4 LANE), 48.8 FT. NW OF A
 BJ5255'TELEPHONE POLE, 45.9 FT. SE OF NE CORNER OF SERVICE STATION,
 BJ5255'43.1 FT. NE OF SE CORNER OF SERVICE STATION, 34.3 FT. SW OF
 BJ5255'THE NW CORNER OF MOTEL CABIN AND 15.6 FT. W OF THE SW CORNER
 BJ5255'OF MOTEL CABIN.
 BJ5255'
 BJ5255'STATION IS MARKED BY A STANDARD DISK STAMPED BOMER 1935 AND IS
 BJ5255'6 INCHES BELOW THE SURFACE.
 BJ5255'
 BJ5255'REFERENCE MARK NO. 1 IS E OF THE STATION, 15 FT. N OF THE
 BJ5255'CENTERLINE OF GRAVEL ROAD AND 81 FT. S OF THE SE CORNER OF
 BJ5255'HOUSE.  A STANDARD REFERENCE MARK DISK STAMPED BOMER NO 1 1935
 BJ5255'AND PROJECTS 3 INCHES.
 BJ5255'
 BJ5255'REFERENCE MARK NO. 2 IS N OF THE STATION BEHIND THE MOTEL CABINS,
 BJ5255'124.6 FT. W OF THE NW CORNER OF HOUSE AND 34 FT. N OF A CHINA
 BJ5255'BERRY TREE.  A STANDARD REFERENCE MARK DISK STAMPED BOMER NO 2
 BJ5255'1935 PROJECTING 3 INCHES.
 BJ5255
 BJ5255                          STATION RECOVERY (1960)
 BJ5255
 BJ5255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5255'THE STATION WAS VISITED 1-28-60 AND THE STATION MARK WAS FOUND
 BJ5255'IN GOOD CONDITION 6 INCHES BELOW THE DRIVEWAY OF THE DAVISON
 BJ5255'STORE AND TOURIST COURT.  REFERENCE MARK NO. 1 AND 2 WERE FOUND
 BJ5255'IN GOOD CONDITION, REFERENCE MARK NO. 1 BEING OBSTRUCTED FROM THE
 BJ5255'STATION BY A TOURIST CABIN BUILT ON LINE.  P.B.M. NO. 7 (USE)
 BJ5255'WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 BJ5255'PRIOR TO THIS DATE BY CONSTRUCTION WORK ON U.S. HIGHWAY 190.
 BJ5255'A NEW DESCRIPTION FOLLOWS--
 BJ5255'
 BJ5255'THE STATION IS LOCATED ABOUT 9.0 MILES EAST ALONG U.S. HIGHWAY
 BJ5255'190 FROM KROTZ SPRINGS 2.5 MILES WEST OF LIVONIA, IN THE SMALL
 BJ5255'COMMUNITY OF BLANKS, IN THE NORTHWEST ANGLE OF THE CROSSROAD, AND
 BJ5255'ON THE PROPERTY OWNED BY MR. RAY H. DAVISON.  IT IS 101 FEET
 BJ5255'NORTH OF THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 190,
 BJ5255'89 FEET NORTHWEST OF THE CENTER OF THE ROAD LEADING NORTHEAST,
 BJ5255'46.2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE DAVISON
 BJ5255'STORE, 48.5 FEET NORTHWEST OF A POWER POLE, 14.3 FEET NORTH OF
 BJ5255'THE PROJECTED PLANE OF THE SOUTH WALL OF THE STORE, 34.4
 BJ5255'FEET SOUTHWEST OF THE NORTHWEST CORNER OF CABIN NO. 12,
 BJ5255'15.8 FEET WEST OF THE SOUTHWEST CORNER OF CABIN NO. 12, AND 40.9
 BJ5255'FEET EAST OF THE EAST WALL OF THE DAVISON STORE.  IT IS A
 BJ5255'STANDARD DISK, STAMPED BOMER 1935, 6 INCHES BELOW THE
 BJ5255'SURFACE OF THE DRIVEWAY.
 BJ5255'
 BJ5255'REFERENCE MARK NO. 1 IS 160.92 FEET EAST OF THE STATION, 13.5
 BJ5255'FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTHEAST,
 BJ5255'89 FEET NORTHEAST OF THE WEST END OF A CULVERT UNDER THE GRAVELED
 BJ5255'ROAD, 47 FEET EAST-SOUTHEAST OF THE SOUTH ONE OF THE TWO 3-FOOT
 BJ5255'PECAN TREES, 81.6 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 BJ5255'A SMALL WHITE HOUSE AND 1 FOOT SOUTH OF THE PROJECTED PLANE OF
 BJ5255'THE NORTHEAST WALL OF THE HOUSE.  IT IS A STANDARD DISK,
 BJ5255'STAMPED BOMER NO 1 1935, PROJECTING 4 INCHES.
 BJ5255'
 BJ5255'REFERENCE MARK NO. 2 IS 150.27 FEET NORTH OF THE STATION, AT
 BJ5255'THE SOUTH EDGE OF A SMALL PASTURE, 124 FEET WEST OF THE
 BJ5255'SOUTHWEST CORNER OF A WHITE HOUSE, 70.5 FEET SOUTH OF TELEPHONE
 BJ5255'POLE NO. 923, 108 FEET EAST OF TELEPHONE POLE NO. 922, 33.6 FEET
 BJ5255'NORTH OF A CHINABERRY TREE AND 98.4 FEET WEST OF A FENCE LINE.
 BJ5255'IT IS A STANDARD DISK, STAMPED BOMER NO 2 1935, PROJECTING 4
 BJ5255'INCHES.
 BJ5255'
 BJ5255'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND 2 IS 216.49 FEET.
 BJ5255'
 BJ5255'P.B.M. 7 (USE) IS 234.88 FEET SOUTH-SOUTHEAST OF THE STATION, IN
 BJ5255'THE NORTHEAST ANGLE OF THE INTERSECTION OF THE RAILROAD
 BJ5255'TRACKS AND A GRAVELED ROAD LEADING SOUTHWEST, 40 FEET NORTH OF
 BJ5255'THE NORTH RAIL OF THE TRACKS, 8 FEET SOUTHEAST OF THE EDGE OF
 BJ5255'A SMALL BAYOU, 61 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BJ5255'A RAILROAD BRIDGE NO. 619.8, AND 9 FEET NORTHEAST OF A TELEGRAPH
 BJ5255'POLE.  IT IS A STANDARD U.S. ARMY ENGINEERS BRASS CAP RIVITED
 BJ5255'ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 18 INCHES.  THE
 BJ5255'CAP IS NOT STAMPED.
 BJ5255'
 BJ5255'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 BJ5255'ATCHAFALAYA RIVER IN KROTZ SPRINGS, GO EAST ON U.S. HIGHWAY
 BJ5255'190 FOR 8.5 MILES TO A DIAGONAL CROSSROAD AND THE RAY H DAVISON
 BJ5255'STORE AND TOURIST COURT AND THE STATION IN THE NORTHWEST ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2981 ***********************************************************************
 BK2981  DESIGNATION -  BOND
 BK2981  PID         -  BK2981
 BK2981  STATE/COUNTY-  LA/ALLEN
 BK2981  USGS QUAD   -  BOND (1986)
 BK2981
 BK2981                         *CURRENT SURVEY CONTROL
 BK2981  ___________________________________________________________________
 BK2981* NAD 83(1992)-  30 41 21.63654(N)    092 37 11.87144(W)     ADJUSTED  
 BK2981* NAVD 88     -        28.3    (meters)      93.     (feet)  VERTCON   
 BK2981  ___________________________________________________________________
 BK2981  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BK2981  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2981
 BK2981  HORZ ORDER  -  FIRST
 BK2981
 BK2981.The horizontal coordinates were established by classical geodetic methods
 BK2981.and adjusted by the National Geodetic Survey in January 1993..
 BK2981
 BK2981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2981
 BK2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2981
 BK2981.The geoid height was determined by GEOID03.
 BK2981
 BK2981;                    North         East     Units Scale Factor Converg.
 BK2981;SPC LA S     -   243,374.075   876,727.587   MT  0.99999775   -0 38 36.0
 BK2981;SPC LA S     -   798,469.78  2,876,397.09   sFT  0.99999775   -0 38 36.0
 BK2981;UTM  15      - 3,395,235.826   536,397.721   MT  0.99961634   +0 11 38.3
 BK2981
 BK2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2981!SPC LA S     -   0.99999982  x   0.99999775  =   0.99999757
 BK2981!UTM  15      -   0.99999982  x   0.99961634  =   0.99961616
 BK2981
 BK2981:                Primary Azimuth Mark                     Grid Az
 BK2981:SPC LA S     -  BOND RM 3                                002 52 31.9
 BK2981:UTM  15      -  BOND RM 3                                002 02 17.6
 BK2981
 BK2981|---------------------------------------------------------------------|
 BK2981| PID    Reference Object                     Distance      Geod. Az  |
 BK2981|                                                           dddmmss.s |
 BK2981| CW1125 BOND RM 3                                          0021355.9 |
 BK2981| CW1122 BOND AZ MK                                         2265958.9 |
 BK2981| CW1123 BOND RM 1                            37.817 METERS 22739     |
 BK2981| CW1124 BOND RM 2                            33.574 METERS 35120     |
 BK2981|---------------------------------------------------------------------|
 BK2981
 BK2981                          SUPERSEDED SURVEY CONTROL
 BK2981
 BK2981  NAD 83(1986)-  30 41 21.65660(N)    092 37 11.86495(W) AD(       ) 1
 BK2981  NAD 27      -  30 41 20.94635(N)    092 37 11.35733(W) AD(       ) 1
 BK2981  NGVD 29 (07/19/86)   28.3    (m)           93.     (f) VERT ANG       
 BK2981
 BK2981.Superseded values are not recommended for survey control.
 BK2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2981.See file dsdata.txt to determine how the superseded data were derived.
 BK2981
 BK2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3639895236(NAD 83)
 BK2981_MARKER: DS = TRIANGULATION STATION DISK
 BK2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2981
 BK2981  HISTORY     - Date     Condition        Report By
 BK2981  HISTORY     - 1965     MONUMENTED       CGS
 BK2981  HISTORY     - 1974     GOOD             NGS
 BK2981
 BK2981                          STATION DESCRIPTION
 BK2981
 BK2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EGC)
 BK2981'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF OAKDALE, 10
 BK2981'MILES NORTHEAST OF OBERLIN AND ON STATE ROUTE 372 RIGHT-OF-WAY.  IT
 BK2981'IS IN THE SE 1/4 OF SEC. 24, T 4 S, R 3 W.
 BK2981'
 BK2981'TO REACH FROM THE POST OFFICE IN OAKDALE, GO SOUTH AND EAST ON
 BK2981'STATE HIGHWAY 10 FOR 1.15 MILES TO JUNCTION OF STATE ROUTE
 BK2981'372.  TURN RIGHT, SOUTHEAST, ON ROUTE 372 AND GO 4.0 MILES TO
 BK2981'END OF PAVEMENT.  CONTINUE STRAIGHT AHEAD ON ROUTE 372, NOW A
 BK2981'GRAVELLED ROAD, FOR 4.55 MILES TO CROSSROAD AND STATION IN THE
 BK2981'SOUTHWEST ANGLE.
 BK2981'
 BK2981'AZIMUTH MARK IS REACHED FROM CROSSROAD AT STATION BY GOING
 BK2981'SOUTHWEST ON GRAVELLED ROAD FOR 0.35 MILE TO MARK ON THE LEFT,
 BK2981'AS DESCRIBED.
 BK2981'
 BK2981'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP
 BK2981'OF A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS
 BK2981'STAMPED BOND 1965.  IT IS 35-1/2 FEET SOUTH OF CENTER OF A
 BK2981'GRAVELLED ROAD, 38 FEET WEST OF CENTER OF GRAVELLED ROUTE 372
 BK2981'AND 5.9 FEET WEST OF A METAL WITNESS POST.
 BK2981'
 BK2981'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET
 BK2981'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BK2981'AND IS STAMPED BOND NO 1 1965.  IT IS 28 FEET SOUTH OF CENTER
 BK2981'OF A GRAVELLED ROAD AND AT NORTH EDGE OF A SPARSELY WOODED
 BK2981'AREA.
 BK2981'
 BK2981'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET
 BK2981'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BK2981'AND IS STAMPED BOND NO 2 1965.  IT IS 51 FEET NORTH OF A
 BK2981'GRAVELLED ROAD AND 55 FEET WEST OF GRAVELLED ROUTE 372.
 BK2981'
 BK2981'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP
 BK2981'OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 BK2981'STAMPED BOND 1965.  IT IS 22 FEET SOUTHEAST OF CENTER OF A
 BK2981'GRAVELLED ROAD, 57.5 FEET WEST OF A 24 INCH PINE TREE AND 2.8
 BK2981'FEET NORTHEAST OF A METAL WITNESS POST.
 BK2981'
 BK2981'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 38.7 METERS.
 BK2981
 BK2981                          STATION RECOVERY (1974)
 BK2981
 BK2981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2981'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED
 BK2981'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED BUT IT
 BK2981'IS TILTED.  THE DISTANCE TO BOTH REFERENCE MARKS CHECKED WITH THE
 BK2981'PREVIOUS MEASUREMENT AND THE DIRECTION TO REFERENCE MARK 1 ALSO
 BK2981'CHECKED BUT THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE 07
 BK2981'MINUTES AND 28 SECONDS IN ERROR.  THIS WAS CHECKED BY
 BK2981'REOBSERVATION IN THE FIELD.  THE AZIMUTH MARK WAS BLOCK AND
 BK2981'REFERENCE MARK 3 (AZIMUTH MARK) WAS ESTABLISHED AT THIS TIME.
 BK2981'
 BK2981'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK2981'
 BK2981'THE STATION IS LOCATED 10 MILES NORTHEAST OF OBERLIN, 9 MILES SOUTH
 BK2981'OF OAKDALE, ON THE WEST SIDE OF STATE HIGHWAY 372 AND ON HIGHWAY
 BK2981'RIGHT OF WAY.
 BK2981'
 BK2981'TO REACH THE STATION FROM THE POST OFFICE IN OAKDALE, GO SOUTH AND
 BK2981'EAST ON STATE HIGHWAY 10 FOR 1.15 MILES TO THE JUNCTION OF STATE
 BK2981'HIGHWAY 372.  CONTINUE SOUTHEAST AND SOUTH ON HIGHWAY 372 FOR 8.35
 BK2981'MILES TO REFERENCE MARK 3 (AZIMUTH MARK) ON THE LEFT.  CONTINUE
 BK2981'SOUTH ON HIGHWAY 372 FOR 0.35 MILE TO A CROSSROAD AND THE STATION
 BK2981'IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 BK2981'
 BK2981'STATION MARK, STAMPED BOND 1965 IS A STANDARD DISK SET IN THE TOP OF
 BK2981'A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 45.5 FEET
 BK2981'EAST OF A FENCE CORNER, 40 FEET WEST OF THE CENTER OF HIGHWAY 372,
 BK2981'36 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND 25 FEET
 BK2981'SOUTHWEST OF A 14-INCH PINE TREE.
 BK2981'
 BK2981'REFERENCE MARK 1, STAMPED BOND NO 1 1965 IS A STANDARD DISK SET IN
 BK2981'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2981'26.5 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 9.5 FEET WEST
 BK2981'OF A 12-INCH PINE TREE, 2 FEET NORTHEAST OF A METAL WITNESS POST
 BK2981'AND 1 FOOT NORTHWEST OF A FENCE.
 BK2981'
 BK2981'REFERENCE MARK 2, STAMPED BOND NO 2 1965 IS A STANDARD DISK SET IN
 BK2981'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BK2981'IT IS 57 FEET WEST OF THE CENTER OF HIGHWAY 372, 52 FEET NORTHWEST
 BK2981'OF THE CENTER OF A GRAVELED ROAD, 24 FEET SOUTH OF AN 8-INCH TREE
 BK2981'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 BK2981'
 BK2981'REFERENCE MARK 3 (AZIMUTH MARK), STAMPED BOND NO 3 1965 1974 AZ IS
 BK2981'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BK2981'FLUSH WITH THE GROUND.  IT IS 32.5 FEET EAST OF THE CENTER OF
 BK2981'HIGHWAY 372, 27.5 FEET NORTHWEST OF A 16-INCH PINE TREE, 12.5 FEET
 BK2981'SOUTHWEST OF A 10-INCH PINE TREE AND 2.5 FEET WEST OF A METAL
 BK2981'WITNESS POST.
 BK2981'
 BK2981'OLD AZIMUTH MARK, STAMPED BOND 1965 IS A STANDARD DISK SET IN THE
 BK2981'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 57.5
 BK2981'FEET WEST OF A 24-INCH PINE TREE, 22 FEET SOUTHEAST OF THE CENTER
 BK2981'OF A GRAVELED ROAD AND 2.8 FEET NORTHEAST OF A METAL WITNESS POST.
 BK2981'
 BK2981'TO REACH THE OLD AZIMUTH MARK FROM THE CROSSROAD AT THE STATION,
 BK2981'GO SOUTHWEST ON A GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE
 BK2981'LEFT AS DESCRIBED.
 BK2981'
 BK2981'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH OF
 BK2981'OAKDALE.
 BK2981'
 BK2981'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4808 ***********************************************************************
 BJ4808  DESIGNATION -  BONN
 BJ4808  PID         -  BJ4808
 BJ4808  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4808  USGS QUAD   -  ZACHARY (1980)
 BJ4808
 BJ4808                         *CURRENT SURVEY CONTROL
 BJ4808  ___________________________________________________________________
 BJ4808* NAD 83(1992)-  30 40 01.48358(N)    091 14 05.75202(W)     ADJUSTED  
 BJ4808* NAVD 88     -        32.5    (meters)     107.     (feet)  VERTCON   
 BJ4808  ___________________________________________________________________
 BJ4808  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4808  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4808
 BJ4808  HORZ ORDER  -  SECOND
 BJ4808
 BJ4808.The horizontal coordinates were established by classical geodetic methods
 BJ4808.and adjusted by the National Geodetic Survey in January 1993..
 BJ4808
 BJ4808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4808
 BJ4808.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4808
 BJ4808.The geoid height was determined by GEOID03.
 BJ4808
 BJ4808;                    North         East     Units Scale Factor Converg.
 BJ4808;SPC LA S     -   240,217.707 1,009,430.256   MT  0.99999316   +0 02 57.1
 BJ4808;SPC LA S     -   788,114.26  3,311,772.43   sFT  0.99999316   +0 02 57.1
 BJ4808;UTM  15      - 3,394,035.619   669,099.659   MT  0.99995275   +0 54 01.7
 BJ4808
 BJ4808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4808!SPC LA S     -   0.99999918  x   0.99999316  =   0.99999234
 BJ4808!UTM  15      -   0.99999918  x   0.99995275  =   0.99995193
 BJ4808
 BJ4808|---------------------------------------------------------------------|
 BJ4808| PID    Reference Object                     Distance      Geod. Az  |
 BJ4808|                                                           dddmmss.s |
 BJ4808| CW1128 BONN RM 1                            14.843 METERS 10027     |
 BJ4808| CW1126 BONN AZ MK                                         1011908.8 |
 BJ4808| BJ4835 BONN LDH 1970 POINT A                 7.792 METERS 24114     |
 BJ4808| CW1127 BONN AZ MK 2                                       2762912.9 |
 BJ4808| CW1129 BONN RM 2                            14.859 METERS 28104     |
 BJ4808|---------------------------------------------------------------------|
 BJ4808
 BJ4808                          SUPERSEDED SURVEY CONTROL
 BJ4808
 BJ4808  NAD 83(1986)-  30 40 01.50209(N)    091 14 05.74879(W) AD(       ) 2
 BJ4808  NAD 27      -  30 40 00.83425(N)    091 14 05.35417(W) AD(       ) 2
 BJ4808  NGVD 29 (07/19/86)   32.5    (m)          107.     (f) VERT ANG       
 BJ4808
 BJ4808.Superseded values are not recommended for survey control.
 BJ4808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4808.See file dsdata.txt to determine how the superseded data were derived.
 BJ4808
 BJ4808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6910094036(NAD 83)
 BJ4808_MARKER: DD = SURVEY DISK
 BJ4808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4808
 BJ4808  HISTORY     - Date     Condition        Report By
 BJ4808  HISTORY     - 1970     MONUMENTED       LADH
 BJ4808  HISTORY     - 1976     GOOD             NGS
 BJ4808
 BJ4808                          STATION DESCRIPTION
 BJ4808
 BJ4808'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4808'THE STATION IS LOCATED ABOUT 5 MILES WEST-NORTHWEST OF DOWNTOWN
 BJ4808'ZACHARY AND 10.5 MILES NORTH-NORTHWEST OF SCOTLANDVILLE IN THE
 BJ4808'SOUTHWEST QUARTER OF SECTION 67, T4S-R1W AND ON THE PROPERTY OF THE
 BJ4808'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4808'
 BJ4808'TO REACH THE STATION FROM THE ZACHARY HIGH SCHOOL IN ZACHARY, DRIVE
 BJ4808'WEST ALONG STATE HIGHWAY 64 FOR 2.0 MILES TO THE JUNCTION WITH STATE
 BJ4808'HIGHWAY 964, THENCE RIGHT AND NORTH ALONG STATE HIGHWAY 964 FOR 0.7
 BJ4808'MILE TO THE JUNCTION WITH FLANACHER ROAD, THENCE LEFT AND WEST
 BJ4808'ALONG FLANACHER ROAD FOR 2.65 MILES TO THE STATION WHICH IS ON THE
 BJ4808'RIGHT AND NORTH OF THE ROAD NEAR A POWER POLE.
 BJ4808'
 BJ4808'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG
 BJ4808'FLANACHER ROAD FOR 0.3 MILE TO THE MARK WHICH IS ON THE RIGHT AND
 BJ4808'SOUTH OF THE ROAD NEAR A FENCE AND A CULVERT.
 BJ4808'
 BJ4808'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE WEST ALONG FLANACHER
 BJ4808'ROAD FOR 0.6 MILE TO THE MARK WHICH IS ON THE RIGHT AND NORTH OF THE
 BJ4808'ROAD NEAR A GATE AND A CULVERT.
 BJ4808'
 BJ4808'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4808'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4808'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4808'BONN 1970.  IT IS 110 FEET EAST-NORTHEAST OF THE CENTER OF A FIELD
 BJ4808'ROAD, 83 FEET NORTH-NORTHEAST OF A POWER POLE, 39 FEET NORTH OF THE
 BJ4808'CENTER OF FLANACHER ROAD, 2 FEET SOUTH OF A FENCE AND 2 FEET
 BJ4808'WEST OF A METAL WITNESS POST.
 BJ4808'
 BJ4808'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4808'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4808'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4808'BONN RM 1 1970.  IT IS 115 FEET NORTHEAST OF A POWER POLE, 47
 BJ4808'FEET EAST OF THE METAL WITNESS POST AT THE STATION, 40 FEET NORTH
 BJ4808'OF THE CENTER OF FLANACHER ROAD AND 2 FEET SOUTH OF A FENCE.
 BJ4808'
 BJ4808'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4808'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4808'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4808'BONN RM 2 1970.  IT IS 80 FEET NORTH OF A POWER POLE, 67 FEET
 BJ4808'NORTH-NORTHEAST OF THE CENTER OF A FIELD ROAD, 51 FEET WEST OF THE
 BJ4808'METAL WITNESS POST AT THE STATION, 40 FEET NORTH OF THE CENTER OF
 BJ4808'FLANACHER ROAD AND 2 FEET SOUTH OF A FENCE.
 BJ4808'
 BJ4808'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4808'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4808'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4808'BONN AZ MK 1970.  IT IS 38 FEET SOUTH OF THE CENTER OF FLANACHER
 BJ4808'ROAD, 11 FEET WEST OF THE CENTER OF A FIELD ROAD, 8 FEET SOUTH OF
 BJ4808'THE WEST END OF A CULVERT UNDER A FIELD ROAD, 1 FOOT NORTH OF A
 BJ4808'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BJ4808'
 BJ4808'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4808'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4808'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4808'STAMPED BONN AZ MK 2 1970.  IT IS 37 FEET NORTH OF THE CENTER OF
 BJ4808'FLANACHER ROAD, 22 FEET WEST-SOUTHWEST OF A POWER POLE, 12 FEET WEST
 BJ4808'OF THE CENTER OF A GATE, 8 FEET NORTH OF THE WEST END OF A CULVERT,
 BJ4808'2 FEET SOUTH OF A FENCE AND 2 FEET WEST OF A METAL WITNESS POST.
 BJ4808'
 BJ4808'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4808
 BJ4808                          STATION RECOVERY (1976)
 BJ4808
 BJ4808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 BJ4808'THE STATION WAS VISITED 2-18-76 AND THE STATION MARK, RM 1, RM 2,
 BJ4808'AZIMUTH MARK 2 AND AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 BJ4808'THE 1970 DESCRIPTION IS ADEQUATE TO FIND THE STATION.
 BJ4808'
 BJ4808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 BJ4808'OF ZACHARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3026 ***********************************************************************
 CP3026  DESIGNATION -  BONNER
 CP3026  PID         -  CP3026
 CP3026  STATE/COUNTY-  LA/FRANKLIN
 CP3026  USGS QUAD   -  FT NECESSITY (1983)
 CP3026
 CP3026                         *CURRENT SURVEY CONTROL
 CP3026  ___________________________________________________________________
 CP3026* NAD 83(1992)-  32 03 49.99488(N)    091 47 19.84538(W)     ADJUSTED  
 CP3026* NAVD 88     -        19.81   (+/-2cm)      65.0    (feet)  VERTCON   
 CP3026  ___________________________________________________________________
 CP3026  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CP3026  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3026
 CP3026  HORZ ORDER  -  FIRST
 CP3026  VERT ORDER  -  THIRD ? (See Below)
 CP3026
 CP3026.The horizontal coordinates were established by classical geodetic methods
 CP3026.and adjusted by the National Geodetic Survey in May 1994..
 CP3026
 CP3026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3026.The vertical order pertains to the NGVD 29 superseded value.
 CP3026
 CP3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3026
 CP3026.The geoid height was determined by GEOID03.
 CP3026
 CP3026;                    North         East     Units Scale Factor Converg.
 CP3026;SPC LA N     -   173,616.464 1,067,146.554   MT  0.99991798   +0 22 33.6
 CP3026;SPC LA N     -   569,606.68  3,501,129.99   sFT  0.99991798   +0 22 33.6
 CP3026;UTM  15      - 3,548,158.691   614,324.323   MT  0.99976118   +0 38 34.9
 CP3026
 CP3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3026!SPC LA N     -   1.00000098  x   0.99991798  =   0.99991896
 CP3026!UTM  15      -   1.00000098  x   0.99976118  =   0.99976216
 CP3026
 CP3026:                Primary Azimuth Mark                     Grid Az
 CP3026:SPC LA N     -  CHASE LDH RAD STA KJP 386 MST            074 48 03.5
 CP3026:UTM  15      -  CHASE LDH RAD STA KJP 386 MST            074 32 02.2
 CP3026
 CP3026|---------------------------------------------------------------------|
 CP3026| PID    Reference Object                     Distance      Geod. Az  |
 CP3026|                                                           dddmmss.s |
 CP3026| CP3005 CHASE LDH RAD STA KJP 386 MST       APPROX. 9.3 KM 0751037.1 |
 CP3026| CY3857 BONNER AZ MK                                       1523700.6 |
 CP3026| CY3858 BONNER RM 1                          43.608 METERS 23904     |
 CP3026| CP1880 TT 27                                27.098 METERS 27930     |
 CP3026|---------------------------------------------------------------------|
 CP3026
 CP3026                          SUPERSEDED SURVEY CONTROL
 CP3026
 CP3026  NAD 83(1992)-  32 03 49.99554(N)    091 47 19.84429(W) AD(       ) 1
 CP3026  NAD 83(1986)-  32 03 50.00822(N)    091 47 19.83987(W) AD(       ) 1
 CP3026  NAD 27      -  32 03 49.44677(N)    091 47 19.38059(W) AD(       ) 1
 CP3026  NGVD 29 (07/19/86)   19.83   (m)           65.1    (f) LEVELING    3  
 CP3026
 CP3026.Superseded values are not recommended for survey control.
 CP3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3026.See file dsdata.txt to determine how the superseded data were derived.
 CP3026
 CP3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1432448159(NAD 83)
 CP3026_MARKER: DS = TRIANGULATION STATION DISK
 CP3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3026
 CP3026  HISTORY     - Date     Condition        Report By
 CP3026  HISTORY     - 1971     MONUMENTED       NGS
 CP3026
 CP3026                          STATION DESCRIPTION
 CP3026
 CP3026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3026'THE STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF WINNSBORO, 7-1/2
 CP3026'MILES WEST-NORTHWEST OF GILBERT, 6 MILES SOUTHEAST OF LIDDIEVILLE
 CP3026'AND 2-1/2 MILES NORTHEAST OF FORT NECESSITY.  IT IS IN THE
 CP3026'SOUTHEAST 1/4 SECTION OF 31, T 13 N, R 7 E, ON LAND OWNED BY
 CP3026'MR. W.N. BONNER, STAR ROUTE SOUTH, WINNSBORO, LOUISIANA 71295.
 CP3026'
 CP3026'TO REACH THE STATION FROM FORT NECESSITY, AT THE JUNCTION OF
 CP3026'STATE HIGHWAY 4 AND 562, GO EAST ON STATE HIGHWAY 4 FOR 1.1 MILE
 CP3026'TO FORKS AND JUNCTION WITH STATE HIGHWAY 128.  TAKE THE LEFT
 CP3026'FORK AND GO NORTHEASTERLY ON STATE HIGHWAY 4 FOR 1.3 MILES TO A
 CP3026'METAL GATE ON THE RIGHT, TURN RIGHT PASSING THROUGH GATE AND THE
 CP3026'STATION ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHEAST ON DIRT
 CP3026'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF
 CP3026'ROAD.  AS DESCRIBED.
 CP3026'
 CP3026'STATION MARKS ARE STANDARD DISKS STAMPED BONNER 1971.  THE
 CP3026'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3026'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 126
 CP3026'FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 4, 98
 CP3026'FEET EAST-NORTHEAST OF THE CENTER OF A METAL GATE, 90 FEET
 CP3026'NORTHWEST OF AN 18 INCH OAK TREE AND 89 FEET NORTH-NORTHEAST OF
 CP3026'THE APPROXIMATE CENTER OF DIRT ROAD.  THE UNDERGROUND MARK IS
 CP3026'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CP3026'GROUND SURFACE.
 CP3026'
 CP3026'REFERENCE MARK 1, A STANDARD DISK STAMPED BONNER NO 1 1971, IS
 CP3026'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3026'PROJECTS 1 INCH ABOVE GROUND SURFACE.  IT IS 100 FEET
 CP3026'NORTH-NORTHEAST OF A 24 INCH OAK TREE, 58 FEET SOUTH-SOUTHWEST
 CP3026'OF THE APPROXIMATE CENTER OF DIRT ROAD, 40 FEET EAST-SOUTHEAST
 CP3026'OF THE CENTERLINE OF STATE HIGHWAY 4 AND 1 FOOT WEST-NORTHWEST
 CP3026'OF FENCELINE.
 CP3026'
 CP3026'BENCH MARK TT 27 USED AS REFERENCE MARK 2, IS A STANDARD
 CP3026'GEOLOGICAL BENCH MARK DISK STAMPED TT 27 EV 1956, IS SET IN
 CP3026'THE TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS 4 INCHES
 CP3026'ABOVE GROUND SURFACE.  IT IS 39 FEET EAST-SOUTHEAST OF THE
 CP3026'CENTERLINE OF STATE HIGHWAY 4, 38 FEET NORTH-NORTHEAST OF THE
 CP3026'APPROXIMATE CENTER OF DIRT ROAD, 1 FOOT WEST-NORTHWEST OF
 CP3026'FENCELINE AND 0.85 FEET SOUTHEAST OF METAL WITNESS POST WITH
 CP3026'SIGN ATTACHED.
 CP3026'
 CP3026'THE AZIMUTH MARK, A STANDARD DISK STAMPED BONNER 1971, SET IN THE
 CP3026'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3026'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET SOUTH
 CP3026'OF CENTER OF DIRT ROAD, 18 FEET WEST OF A 7 INCH ELM TREE AND
 CP3026'3.4 FEET WEST OF WITNESS POST.
 CP3026'
 CP3026'HEIGHT OF LIGHT ABOVE STATION MARK 38.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4301 ***********************************************************************
 BJ4301  DESIGNATION -  BONNET
 BJ4301  PID         -  BJ4301
 BJ4301  STATE/COUNTY-  LA/ST CHARLES
 BJ4301  USGS QUAD   -  LA BRANCHE (1992)
 BJ4301
 BJ4301                         *CURRENT SURVEY CONTROL
 BJ4301  ___________________________________________________________________
 BJ4301* NAD 83(1992)-  30 03 24.11402(N)    090 22 14.94421(W)     ADJUSTED  
 BJ4301* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 BJ4301  **This station is located in a subsidence area (see below).
 BJ4301  ___________________________________________________________________
 BJ4301  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4301  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BJ4301
 BJ4301  HORZ ORDER  -  FIRST
 BJ4301
 BJ4301.The horizontal coordinates were established by classical geodetic methods
 BJ4301.and adjusted by the National Geodetic Survey in January 1993..
 BJ4301
 BJ4301 ** The orthometric height has not been validated since last determined
 BJ4301 ** by differential leveling and should not be used for control purposes.
 BJ4301 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4301 ** area with valid NAVD 88 orthometric heights.
 BJ4301 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4301 ** epoch indicated which incorporates improved geoid heights for the
 BJ4301 ** Southern Louisiana Subsidence area.
 BJ4301 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4301
 BJ4301.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4301
 BJ4301.The geoid height was determined by GEOID03.
 BJ4301
 BJ4301;                    North         East     Units Scale Factor Converg.
 BJ4301;SPC LA S     -   172,940.911 1,092,808.763   MT  0.99992622   +0 28 52.6
 BJ4301;SPC LA S     -   567,390.31  3,585,323.42   sFT  0.99992622   +0 28 52.6
 BJ4301;UTM  15      - 3,327,982.192   753,478.913   MT  1.00039278   +1 19 03.2
 BJ4301
 BJ4301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4301!SPC LA S     -   1.00000368  x   0.99992622  =   0.99992990
 BJ4301!UTM  15      -   1.00000368  x   1.00039278  =   1.00039647
 BJ4301
 BJ4301|---------------------------------------------------------------------|
 BJ4301| PID    Reference Object                     Distance      Geod. Az  |
 BJ4301|                                                           dddmmss.s |
 BJ4301| CW1130 BONNET RM 1                          32.800 METERS 06454     |
 BJ4301| BJ2828 LEVEE 3                             APPROX.12.8 KM 0981430.2 |
 BJ4301| BJ4302 BONNET 1972 RM 3 1972               286.975 METERS 21200     |
 BJ4301| CV9552 BONNET CARRE LEVEE STA 296+57.71     29.888 METERS 21806     |
 BJ4301|---------------------------------------------------------------------|
 BJ4301
 BJ4301                          SUPERSEDED SURVEY CONTROL
 BJ4301
 BJ4301  NAD 83(1986)-  30 03 24.13089(N)    090 22 14.94412(W) AD(       ) 1
 BJ4301  NAD 27      -  30 03 23.40360(N)    090 22 14.65326(W) AD(       ) 1
 BJ4301  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 BJ4301
 BJ4301.Superseded values are not recommended for survey control.
 BJ4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4301.See file dsdata.txt to determine how the superseded data were derived.
 BJ4301
 BJ4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5347927982(NAD 83)
 BJ4301_MARKER: DS = TRIANGULATION STATION DISK
 BJ4301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4301_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4301
 BJ4301  HISTORY     - Date     Condition        Report By
 BJ4301  HISTORY     - 1972     MONUMENTED       NGS
 BJ4301
 BJ4301                          STATION DESCRIPTION
 BJ4301
 BJ4301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4301'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF KENNER, 6-1/2 MILES
 BJ4301'EAST OF LA PLACE, 4 MILES NORTHEAST OF NORCO AND IS ON THE SOUTHWEST
 BJ4301'EDGE OF LAKE PONTCHARTRAIN, AND IS ON PROPERTY OF NEW ORLEANS
 BJ4301'DISTRICT CORPS OF ENGINEERS, P.O.BOX 60267, NEW ORLEANS LOUISIANA
 BJ4301'70160.
 BJ4301'
 BJ4301'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND THE JUNCTION OF U.S.
 BJ4301'HIGHWAY 61 AND STATE HIGHWAY 48 IN THE NORTH EDGE OF NORCO, GO
 BJ4301'NORTHWEST ON U.S. HIGHWAY 61 FOR 0.3 MILES TO THE BONNET CARRE
 BJ4301'FLOODWAY LEVEE, TURN RIGHT AND GO NORTHEAST ON LEVEE ROAD FOR 3.35
 BJ4301'MILES TO A LOCKED GATE, CONTINUE NORTHEASTERLY THROUGH GATE AND
 BJ4301'ACROSS RAILROAD TRACKS FOR 0.05 MILE TO REFERENCE MARK 3 ON THE
 BJ4301'RIGHT, CONTINUE NORTHEASTERLY ON LEVEE ROAD FOR ABOUT 100 FEET
 BJ4301'TO A FORK, TAKE RIGHT FORK PASSING UNDER INTERSTATE 10 OVERPASS
 BJ4301'FOR 0.15 MILE TO THE STATION.
 BJ4301'
 BJ4301'THE STATION MARKS ARE STANDARD DISK STAMPED BONNET
 BJ4301'1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ4301'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 132
 BJ4301'FEET SOUTH-SOUTHWEST OF THE EDGE OF LAKE PONTCHARTRAIN AND IS IN
 BJ4301'THE APPROXIMATE CENTER OF THE TOP OF THE LEVEE.  THE UNDERGROUND
 BJ4301'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BJ4301'BELOW THE GROUND SURFACE.
 BJ4301'
 BJ4301'REFERENCE MARK 1, A STANDARD DISK STAMPED BONNET NO 1 1972, IS SET IN
 BJ4301'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4301'WITH THE GROUND SURFACE.  IT IS 55 FEET SOUTH-SOUTHWEST OF THE EDGE
 BJ4301'OF LAKE PONTCHARTRAIN, 49 FEET SOUTHEAST OF THE CENTER OF THE LEVEE
 BJ4301'ROAD AND 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND 20 FEET
 BJ4301'LOWER THAN STATION.
 BJ4301'
 BJ4301'U.S.E. (REFERENCE MARK 2), A STANDARD U.S. ARMY CORPS OF ENGINEERS
 BJ4301'DISK STAMPED 296 + 57.71, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BJ4301'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS SET
 BJ4301'IN THE APPROXIMATE CENTER OF THE TOP OF THE LEVEE.
 BJ4301'
 BJ4301'REFERENCE MARK 3 (AZIMUTH MARK), A STANDARD DISK STAMPED BONNET NO 3
 BJ4301'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4301'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 83 FEET SOUTHEAST OF
 BJ4301'THE CENTER OF THE LEVEE ROAD AND TOP OF LEVEE, 7 FEET NORTH OF A
 BJ4301'10-INCH TREE AND 1.3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BJ4301'
 BJ4301'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4302 ***********************************************************************
 BJ4302  DESIGNATION -  BONNET 1972 RM 3 1972
 BJ4302  PID         -  BJ4302
 BJ4302  STATE/COUNTY-  LA/ST CHARLES
 BJ4302  USGS QUAD   -  LA BRANCHE (1992)
 BJ4302
 BJ4302                         *CURRENT SURVEY CONTROL
 BJ4302  ___________________________________________________________________
 BJ4302* NAD 83(1992)-  30 03 16.21020(N)    090 22 20.62073(W)     ADJUSTED  
 BJ4302* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 BJ4302  **This station is located in a subsidence area (see below).
 BJ4302  ___________________________________________________________________
 BJ4302  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4302  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BJ4302
 BJ4302  HORZ ORDER  -  SECOND
 BJ4302
 BJ4302.The horizontal coordinates were established by classical geodetic methods
 BJ4302.and adjusted by the National Geodetic Survey in January 1993..
 BJ4302
 BJ4302 ** The orthometric height has not been validated since last determined
 BJ4302 ** by differential leveling and should not be used for control purposes.
 BJ4302 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4302 ** area with valid NAVD 88 orthometric heights.
 BJ4302 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4302 ** epoch indicated which incorporates improved geoid heights for the
 BJ4302 ** Southern Louisiana Subsidence area.
 BJ4302 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4302.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4302
 BJ4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4302
 BJ4302.The geoid height was determined by GEOID03.
 BJ4302
 BJ4302;                    North         East     Units Scale Factor Converg.
 BJ4302;SPC LA S     -   172,696.282 1,092,658.766   MT  0.99992618   +0 28 49.7
 BJ4302;SPC LA S     -   566,587.72  3,584,831.30   sFT  0.99992618   +0 28 49.7
 BJ4302;UTM  15      - 3,327,735.285   753,332.434   MT  1.00039187   +1 19 00.0
 BJ4302
 BJ4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4302!SPC LA S     -   1.00000389  x   0.99992618  =   0.99993007
 BJ4302!UTM  15      -   1.00000389  x   1.00039187  =   1.00039576
 BJ4302
 BJ4302                          SUPERSEDED SURVEY CONTROL
 BJ4302
 BJ4302  NAD 83(1986)-  30 03 16.22708(N)    090 22 20.62066(W) AD(       ) 2
 BJ4302  NAD 27      -  30 03 15.49951(N)    090 22 20.32959(W) AD(       ) 2
 BJ4302  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 BJ4302
 BJ4302.Superseded values are not recommended for survey control.
 BJ4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4302.See file dsdata.txt to determine how the superseded data were derived.
 BJ4302
 BJ4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5333227735(NAD 83)
 BJ4302_MARKER: DR = REFERENCE MARK DISK
 BJ4302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4302+STABILITY: SURFACE MOTION
 BJ4302
 BJ4302  HISTORY     - Date     Condition        Report By
 BJ4302  HISTORY     - 1972     MONUMENTED       NGS
 BJ4302
 BJ4302                          STATION DESCRIPTION
 BJ4302
 BJ4302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4302'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF KENNER, 6-1/2 MILES
 BJ4302'EAST OF LAPLACE, 4 MILES NORTHEAST OF NORCO, ON THE SOUTHWEST EDGE
 BJ4302'OF LAKE PONTCHARTRAIN AND ON PROPERTY OF NEW ORLEANS DISTRICT CORPS
 BJ4302'OF ENGINEERS.
 BJ4302'
 BJ4302'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 BJ4302'HIGHWAY 48 IN THE NORTH EDGE OF NORCO, GO NORTHWEST ON U.S. HIGHWAY
 BJ4302'61 FOR 0.3 MILES TO THE BONNET CARRE FLOODWAY LEVEE.  TURN RIGHT AND
 BJ4302'GO NORTHEAST ON THE LEVEE ROAD FOR 3.4 MILES TO THE MARK ON THE
 BJ4302'RIGHT.
 BJ4302'
 BJ4302'AN ELECTRONIC TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BJ4302'BONNET, DISTANCE BEING 286.973 METERS OR (941.50 FEET)
 BJ4302'SOUTH-SOUTHWEST OF STATION BONNET.  THE MARK IS A STANDARD REFERENCE
 BJ4302'MARK DISK STAMPED BONNET NO 3 1972, SET IN THE TOP OF A 12-INCH
 BJ4302'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 BJ4302'SURFACE.  IT IS 83 FEET SOUTHEAST OF THE CENTER OF THE LEVEE
 BJ4302'ROAD AND 1.3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8091 ***********************************************************************
 DE8091  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DE8091  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8091  DESIGNATION -  BOOTHVILLE CORS ARP
 DE8091  CORS_ID     -  BVHS
 DE8091  PID         -  DE8091
 DE8091  STATE/COUNTY-  LA/PLAQUEMINES
 DE8091  USGS QUAD   -  TRIUMPH (1993)
 DE8091
 DE8091                         *CURRENT SURVEY CONTROL
 DE8091  ___________________________________________________________________
 DE8091* NAD 83(CORS)-  29 20 12.48967(N)    089 24 23.01085(W)     ADJUSTED  
 DE8091* NAVD 88     -         9.87 **(meters)      32.4  **(feet)  GPS OBS(2004.65)
 DE8091  **This station is located in a subsidence area (see below).
 DE8091  ___________________________________________________________________
 DE8091  EPOCH DATE  -        2002.00
 DE8091  X           -      57,650.866 (meters)                     COMP
 DE8091  Y           -  -5,564,333.006 (meters)                     COMP
 DE8091  Z           -   3,106,491.036 (meters)                     COMP
 DE8091  ELLIP HEIGHT-         -14.22  (meters)          (10/??/02) GPS OBS
 DE8091  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 DE8091
 DE8091  HORZ ORDER  -  SPECIAL (CORS)
 DE8091  ELLP ORDER  -  SPECIAL (CORS)
 DE8091
 DE8091.ITRF positions are available for this station.
 DE8091.The coordinates were established by GPS observations
 DE8091.and adjusted by the National Geodetic Survey in October 2002..
 DE8091.The coordinates are valid at the epoch date displayed above.
 DE8091.The epoch date for horizontal control is a decimal equivalence
 DE8091.of Year/Month/Day.
 DE8091
 DE8091 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DE8091 ** and geoid heights are valid at the date of observation. These heights
 DE8091 ** must always be validated when used as control.
 DE8091 ** The orthometric height was determined by GPS observations using
 DE8091 ** precise GPS observation and processing techniques and a new
 DE8091 ** realization of GEOID03. It supersedes the leveled height previously
 DE8091 ** determined for this station.
 DE8091 ** The geoid height was determined by a new realization of GEOID03 for the
 DE8091 ** epoch indicated which incorporates improved geoid heights for the
 DE8091 ** Southern Louisiana Subsidence area.
 DE8091 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DE8091.The orthometric height was determined by GPS observations and a
 DE8091.high-resolution geoid model using precise GPS observation and
 DE8091.processing techniques.
 DE8091
 DE8091.The PID for the CORS L1 Phase Center is DH8930.
 DE8091
 DE8091.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8091
 DE8091.The ellipsoidal height was determined by GPS observations
 DE8091.and is referenced to NAD 83.
 DE8091
 DE8091.The geoid height was determined by GEOID03.
 DE8091
 DE8091;                    North         East     Units Scale Factor Converg.
 DE8091;SPC LA S     -    94,330.382 1,187,136.933   MT  0.99999241   +0 57 48.6
 DE8091;SPC LA S     -   309,482.26  3,894,798.42   sFT  0.99999241   +0 57 48.6
 DE8091
 DE8091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8091!SPC LA S     -   1.00000223  x   0.99999241  =   0.99999464
 DE8091
 DE8091                          SUPERSEDED SURVEY CONTROL
 DE8091
 DE8091.No superseded survey control is available for this station.
 DE8091
 DE8091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6634547706(NAD 83)
 DE8091_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8091
 DE8091                          STATION DESCRIPTION
 DE8091
 DE8091'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE8091'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8091'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8091'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8091'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8091'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8930 ***********************************************************************
 DH8930  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8930  DESIGNATION -  BOOTHVILLE CORS L1 PHASE CENTER
 DH8930  CORS_ID     -  BVHS
 DH8930  PID         -  DH8930
 DH8930  STATE/COUNTY-  LA/PLAQUEMINES
 DH8930  USGS QUAD   -  TRIUMPH (1993)
 DH8930
 DH8930                         *CURRENT SURVEY CONTROL
 DH8930  ___________________________________________________________________
 DH8930* NAD 83(CORS)-  29 20 12.48970(N)    089 24 23.01084(W)     ADJUSTED  
 DH8930* NAVD 88     -                                                        
 DH8930  **This station is located in a subsidence area (see below).
 DH8930  ___________________________________________________________________
 DH8930  EPOCH DATE  -        2002.00
 DH8930  X           -      57,650.867 (meters)                     COMP
 DH8930  Y           -  -5,564,333.101 (meters)                     COMP
 DH8930  Z           -   3,106,491.091 (meters)                     COMP
 DH8930  ELLIP HEIGHT-         -14.11  (meters)          (10/??/02) GPS OBS
 DH8930  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 DH8930
 DH8930  HORZ ORDER  -  SPECIAL (CORS)
 DH8930  ELLP ORDER  -  SPECIAL (CORS)
 DH8930
 DH8930.ITRF positions are available for this station.
 DH8930.The coordinates were established by GPS observations
 DH8930.and adjusted by the National Geodetic Survey in October 2002..
 DH8930.The coordinates are valid at the epoch date displayed above.
 DH8930.The epoch date for horizontal control is a decimal equivalence
 DH8930.of Year/Month/Day.
 DH8930
 DH8930 ** The orthometric height has not been validated since last determined
 DH8930 ** by differential leveling and should not be used for control purposes.
 DH8930 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH8930 ** area with valid NAVD 88 orthometric heights.
 DH8930 ** The geoid height was determined by a new realization of GEOID03 for the
 DH8930 ** epoch indicated which incorporates improved geoid heights for the
 DH8930 ** Southern Louisiana Subsidence area.
 DH8930 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH8930
 DH8930.The PID for the CORS ARP is DE8091.
 DH8930
 DH8930.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8930
 DH8930.The ellipsoidal height was determined by GPS observations
 DH8930.and is referenced to NAD 83.
 DH8930
 DH8930.The geoid height was determined by GEOID03.
 DH8930
 DH8930;                    North         East     Units Scale Factor Converg.
 DH8930;SPC LA S     -    94,330.383 1,187,136.933   MT  0.99999241   +0 57 48.6
 DH8930;SPC LA S     -   309,482.26  3,894,798.42   sFT  0.99999241   +0 57 48.6
 DH8930
 DH8930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8930!SPC LA S     -   1.00000222  x   0.99999241  =   0.99999463
 DH8930
 DH8930                          SUPERSEDED SURVEY CONTROL
 DH8930
 DH8930.No superseded survey control is available for this station.
 DH8930
 DH8930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6634547706(NAD 83)
 DH8930_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8930
 DH8930                          STATION DESCRIPTION
 DH8930
 DH8930'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8930'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8930'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8930'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8930'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8930'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8931 ***********************************************************************
 DH8931  DESIGNATION -  BOOTHVILLE MON
 DH8931  PID         -  DH8931
 DH8931  STATE/COUNTY-  LA/PLAQUEMINES
 DH8931  USGS QUAD   -  TRIUMPH (1993)
 DH8931
 DH8931                         *CURRENT SURVEY CONTROL
 DH8931  ___________________________________________________________________
 DH8931* NAD 83(CORS)-  29 20 12.48967(N)    089 24 23.01085(W)     ADJUSTED  
 DH8931* NAVD 88     -                                                        
 DH8931  **This station is located in a subsidence area (see below).
 DH8931  ___________________________________________________________________
 DH8931  EPOCH DATE  -        2002.00
 DH8931  X           -      57,650.865 (meters)                     COMP
 DH8931  Y           -  -5,564,332.936 (meters)                     COMP
 DH8931  Z           -   3,106,490.997 (meters)                     COMP
 DH8931  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DH8931  ELLIP HEIGHT-         -14.30  (meters)          (10/??/02) GPS OBS
 DH8931  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 DH8931
 DH8931  HORZ ORDER  -  A
 DH8931  ELLP ORDER  -  FOURTH    CLASS I
 DH8931
 DH8931.ITRF positions are available for this station.
 DH8931.The horizontal coordinates were established by GPS observations
 DH8931.and adjusted by the National Geodetic Survey in October 2002..
 DH8931.The horizontal coordinates are valid at the epoch date displayed above.
 DH8931.The epoch date for horizontal control is a decimal equivalence
 DH8931.of Year/Month/Day.
 DH8931
 DH8931 ** The orthometric height has not been validated since last determined
 DH8931 ** by differential leveling and should not be used for control purposes.
 DH8931 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH8931 ** area with valid NAVD 88 orthometric heights.
 DH8931 ** The geoid height was determined by a new realization of GEOID03 for the
 DH8931 ** epoch indicated which incorporates improved geoid heights for the
 DH8931 ** Southern Louisiana Subsidence area.
 DH8931 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH8931
 DH8931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8931
 DH8931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8931
 DH8931.The ellipsoidal height was determined by GPS observations
 DH8931.and is referenced to NAD 83.
 DH8931
 DH8931.The geoid height was determined by GEOID03.
 DH8931
 DH8931;                    North         East     Units Scale Factor Converg.
 DH8931;SPC LA S     -    94,330.382 1,187,136.933   MT  0.99999241   +0 57 48.6
 DH8931;SPC LA S     -   309,482.26  3,894,798.42   sFT  0.99999241   +0 57 48.6
 DH8931;UTM  16      - 3,247,706.298   266,345.456   MT  1.00027371   -1 10 46.3
 DH8931
 DH8931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8931!SPC LA S     -   1.00000225  x   0.99999241  =   0.99999466
 DH8931!UTM  16      -   1.00000225  x   1.00027371  =   1.00027596
 DH8931
 DH8931                          SUPERSEDED SURVEY CONTROL
 DH8931
 DH8931.No superseded survey control is available for this station.
 DH8931
 DH8931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6634547706(NAD 83)
 DH8931_STAMPING: NONE
 DH8931'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'BVHS'
 DH8931'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH8931'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8931'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8931'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8931'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH8931'
 DH8931' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1088 ***********************************************************************
 AT1088  DESIGNATION -  BOOTHVILLE MUNICIPAL TANK
 AT1088  PID         -  AT1088
 AT1088  STATE/COUNTY-  LA/PLAQUEMINES
 AT1088  USGS QUAD   -  TRIUMPH (1993)
 AT1088
 AT1088                         *CURRENT SURVEY CONTROL
 AT1088  ___________________________________________________________________
 AT1088* NAD 83(1992)-  29 19 28.19305(N)    089 23 46.58282(W)     ADJUSTED  
 AT1088* NAVD 88     -                                                        
 AT1088  **This station is located in a subsidence area (see below).
 AT1088  ___________________________________________________________________
 AT1088  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AT1088  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AT1088
 AT1088  HORZ ORDER  -  THIRD
 AT1088
 AT1088.The horizontal coordinates were established by classical geodetic methods
 AT1088.and adjusted by the National Geodetic Survey in January 1993..
 AT1088
 AT1088 ** The orthometric height has not been validated since last determined
 AT1088 ** by differential leveling and should not be used for control purposes.
 AT1088 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1088 ** area with valid NAVD 88 orthometric heights.
 AT1088 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1088 ** epoch indicated which incorporates improved geoid heights for the
 AT1088 ** Southern Louisiana Subsidence area.
 AT1088 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1088
 AT1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1088
 AT1088.The geoid height was determined by GEOID03.
 AT1088
 AT1088;                    North         East     Units Scale Factor Converg.
 AT1088;SPC LA S     -    92,983.295 1,188,142.601   MT  0.99999490   +0 58 06.8
 AT1088;SPC LA S     -   305,062.69  3,898,097.85   sFT  0.99999490   +0 58 06.8
 AT1088;UTM  16      - 3,246,322.167   267,300.316   MT  1.00026822   -1 10 26.8
 AT1088
 AT1088                          SUPERSEDED SURVEY CONTROL
 AT1088
 AT1088  NAD 83(1986)-  29 19 28.19695(N)    089 23 46.58890(W) AD(       ) 4
 AT1088  NAD 27      -  29 19 27.40199(N)    089 23 46.38630(W) AD(       ) 3
 AT1088
 AT1088.Superseded values are not recommended for survey control.
 AT1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1088.See file dsdata.txt to determine how the superseded data were derived.
 AT1088
 AT1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6730046322(NAD 83)
 AT1088_MARKER: 53 = ELEVATED TANK
 AT1088
 AT1088  HISTORY     - Date     Condition        Report By
 AT1088  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1088  HISTORY     - 1984     POOR             LOCSUR
 AT1088
 AT1088                          STATION DESCRIPTION
 AT1088
 AT1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1088'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF VENICE, ABOUT 1 MILE
 AT1088'SOUTHEAST OF
 AT1088'VENICE-BOOTHVILLE HIGH SCHOOL AND ON THE WEST SIDE OF
 AT1088'STATE HIGHWAY 23.
 AT1088'
 AT1088'STATION IS A LARGE METAL WATER TANK PAINTED SILVER, IS SUPPORTED BY 8
 AT1088'LEGS, IS
 AT1088'APPROXIMATELY 175 FEET HIGH AND HAS BOOTHVILLE PAINTED IN
 AT1088'BLACK LETTERS ON THE
 AT1088'NORTHWEST SIDE AND VENICE PAINTED ON THE
 AT1088'SOUTHEAST SIDE.
 AT1088'
 AT1088'POINT INTERSECTED WAS TOP AND CENTER.
 AT1088
 AT1088                          STATION RECOVERY (1984)
 AT1088
 AT1088'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (RJW)
 AT1088'STATION RECOVERED POOR.
 AT1088'
 AT1088'ORIGINAL DESCRIPTION ADEQUATE WITH THE FOLLOWING CHANGES, THE
 AT1088'WATER TANK IS NOW PAINTED GREEN AND WHITE, THE POINT INTERSECTED
 AT1088'AT THE TOP AND CENTER HAS BEEN DISTURBED BY BEING BENT OVER AT
 AT1088'THIS TIME THE POINT IS STILL RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1807 ***********************************************************************
 CP1807  DESIGNATION -  BOPPS BOLT
 CP1807  PID         -  CP1807
 CP1807  STATE/COUNTY-  LA/RICHLAND
 CP1807  USGS QUAD   -  MANGHAM (1982)
 CP1807
 CP1807                         *CURRENT SURVEY CONTROL
 CP1807  ___________________________________________________________________
 CP1807* NAD 83(1986)-  32 22 13.     (N)    091 52 28.     (W)     SCALED    
 CP1807* NAVD 88     -        22.01   (+/-2cm)      72.2    (feet)  VERTCON   
 CP1807  ___________________________________________________________________
 CP1807  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP1807
 CP1807  VERT ORDER  -  ? (See Below)
 CP1807
 CP1807.The horizontal coordinates were scaled from a topographic map and have
 CP1807.an estimated accuracy of +/- 6 seconds.
 CP1807
 CP1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1807.The vertical order pertains to the NGVD 29 superseded value.
 CP1807
 CP1807.The geoid height was determined by GEOID03.
 CP1807
 CP1807;                    North         East    Units  Estimated Accuracy
 CP1807;SPC LA N     -   207,540.    1,058,870.      MT  (+/- 180 meters Scaled)
 CP1807
 CP1807                          SUPERSEDED SURVEY CONTROL
 CP1807
 CP1807  NGVD 29 (??/??/92)   22.041  (m)           72.31   (f) ADJ UNCH    ?  
 CP1807
 CP1807.Superseded values are not recommended for survey control.
 CP1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1807.See file dsdata.txt to determine how the superseded data were derived.
 CP1807
 CP1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR058820(NAD 83)
 CP1807_MARKER: B = BOLT
 CP1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1807_SP_SET: STONE
 CP1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1807+STABILITY: SURFACE MOTION
 CP1807
 CP1807  HISTORY     - Date     Condition        Report By
 CP1807  HISTORY     - UNK      MONUMENTED       DOD
 CP1807  HISTORY     - 1934     GOOD             DOD
 CP1807
 CP1807                          STATION DESCRIPTION
 CP1807
 CP1807'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1807'1.5 MI NW FROM ALTO.
 CP1807'1-1/2 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ALTO, RICHLAND
 CP1807'PARISH, ABOUT 1/2 MILE SOUTHEAST OF A BRIDGE OVER BOEUF RIVER, ABOUT
 CP1807'1,095 FEET SOUTH OF P.B.M. MAGNOLIA (U.S.E.), DESCRIBED ABOVE, ABOUT
 CP1807'1,000 FEET SOUTH OF THE HIGHWAY, AT THE SOUTHEAST CORNER OF THE
 CP1807'MAGNOLIA PETROLEUM CO. GROUNDS, AND 2 FEET FROM EACH FENCE.  A COPPER
 CP1807'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 CP1807'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE
 CP1807'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1806 ***********************************************************************
 CP1806  DESIGNATION -  BOPPS CAP
 CP1806  PID         -  CP1806
 CP1806  STATE/COUNTY-  LA/RICHLAND
 CP1806  USGS QUAD   -  MANGHAM (1982)
 CP1806
 CP1806                         *CURRENT SURVEY CONTROL
 CP1806  ___________________________________________________________________
 CP1806* NAD 83(1986)-  32 22 13.     (N)    091 52 28.     (W)     SCALED    
 CP1806* NAVD 88     -        23.25   (+/-2cm)      76.3    (feet)  VERTCON   
 CP1806  ___________________________________________________________________
 CP1806  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP1806
 CP1806  VERT ORDER  -  ? (See Below)
 CP1806
 CP1806.The horizontal coordinates were scaled from a topographic map and have
 CP1806.an estimated accuracy of +/- 6 seconds.
 CP1806
 CP1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1806.The vertical order pertains to the NGVD 29 superseded value.
 CP1806
 CP1806.The geoid height was determined by GEOID03.
 CP1806
 CP1806;                    North         East    Units  Estimated Accuracy
 CP1806;SPC LA N     -   207,540.    1,058,870.      MT  (+/- 180 meters Scaled)
 CP1806
 CP1806                          SUPERSEDED SURVEY CONTROL
 CP1806
 CP1806  NGVD 29 (??/??/92)   23.279  (m)           76.37   (f) ADJ UNCH    ?  
 CP1806
 CP1806.Superseded values are not recommended for survey control.
 CP1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1806.See file dsdata.txt to determine how the superseded data were derived.
 CP1806
 CP1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR058820(NAD 83)
 CP1806_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1806_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1806_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1806
 CP1806  HISTORY     - Date     Condition        Report By
 CP1806  HISTORY     - UNK      MONUMENTED       DOD
 CP1806  HISTORY     - 1934     GOOD             DOD
 CP1806
 CP1806                          STATION DESCRIPTION
 CP1806
 CP1806'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1806'1.5 MI NW FROM ALTO.
 CP1806'1-1/2 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ALTO, RICHLAND
 CP1806'PARISH, ABOUT 1/2 MILE SOUTHEAST OF A BRIDGE OVER BOEUF RIVER, ABOUT
 CP1806'1,095 FEET SOUTH OF P.B.M. MAGNOLIA (U.S.E.), DESCRIBED ABOVE, ABOUT
 CP1806'1,000 FEET SOUTH OF THE HIGHWAY, AT THE SOUTHEAST CORNER OF THE
 CP1806'MAGNOLIA PETROLEUM CO. GROUNDS, AND 2 FEET FROM EACH FENCE.  AN IRON
 CP1806'PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CP1806'ENGINEERS, U.S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3386 ***********************************************************************
 CQ3386  CBN         -  This is a Cooperative Base Network Control Station.
 CQ3386  DESIGNATION -  BORO
 CQ3386  PID         -  CQ3386
 CQ3386  STATE/COUNTY-  LA/JACKSON
 CQ3386  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ3386
 CQ3386                         *CURRENT SURVEY CONTROL
 CQ3386  ___________________________________________________________________
 CQ3386* NAD 83(1992)-  32 12 21.86907(N)    092 43 58.06264(W)     ADJUSTED  
 CQ3386* NAVD 88     -        75.3    (meters)     247.     (feet)  GPS OBS   
 CQ3386  ___________________________________________________________________
 CQ3386  X           -    -257,555.498 (meters)                     COMP
 CQ3386  Y           -  -5,395,812.741 (meters)                     COMP
 CQ3386  Z           -   3,379,815.168 (meters)                     COMP
 CQ3386  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CQ3386  ELLIP HEIGHT-          49.75  (meters)          (06/20/00) GPS OBS
 CQ3386  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ3386
 CQ3386  HORZ ORDER  -  B
 CQ3386  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ3386  ELLP ORDER  -  THIRD     CLASS I
 CQ3386
 CQ3386.This mark is at Jonesboro Airport (F88)
 CQ3386
 CQ3386.The horizontal coordinates were established by GPS observations
 CQ3386.and adjusted by the National Geodetic Survey in September 1992..
 CQ3386
 CQ3386.The orthometric height was determined by GPS observations and a
 CQ3386.high-resolution geoid model.
 CQ3386.The vertical order pertains to the NGVD 29 superseded value.
 CQ3386
 CQ3386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3386
 CQ3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3386
 CQ3386.The ellipsoidal height was determined by GPS observations
 CQ3386.and is referenced to NAD 83.
 CQ3386
 CQ3386.The geoid height was determined by GEOID03.
 CQ3386
 CQ3386;                    North         East     Units Scale Factor Converg.
 CQ3386;SPC LA N     -   189,185.523   978,053.406   MT  0.99992736   -0 07 23.1
 CQ3386;SPC LA N     -   620,686.17  3,208,830.22   sFT  0.99992736   -0 07 23.1
 CQ3386;UTM  15      - 3,563,309.191   525,182.350   MT  0.99960782   +0 08 32.7
 CQ3386
 CQ3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3386!SPC LA N     -   0.99999219  x   0.99992736  =   0.99991955
 CQ3386!UTM  15      -   0.99999219  x   0.99960782  =   0.99960001
 CQ3386
 CQ3386                          SUPERSEDED SURVEY CONTROL
 CQ3386
 CQ3386  ELLIP H (01/21/93)   49.82   (m)                       GP(       ) 4 2
 CQ3386  ELLIP H (09/10/92)   49.82   (m)                       GP(       ) 4 1
 CQ3386  NAD 83(1986)-  32 12 21.88360(N)    092 43 58.05358(W) AD(       ) 3
 CQ3386  NAD 27      -  32 12 21.31876(N)    092 43 57.50280(W) AD(       ) 3
 CQ3386  NGVD 29 (12/01/98)   75.334  (m)          247.16   (f) ADJUSTED    2 1
 CQ3386
 CQ3386.Superseded values are not recommended for survey control.
 CQ3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3386.See file dsdata.txt to determine how the superseded data were derived.
 CQ3386
 CQ3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2518263309(NAD 83)
 CQ3386_MARKER: DH = HORIZONTAL CONTROL DISK
 CQ3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3386_SP_SET: CONCRETE POST
 CQ3386_STAMPING: BORO 1986
 CQ3386_MARK LOGO: NGS   
 CQ3386_PROJECTION: FLUSH
 CQ3386_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3386+STABILITY: SURFACE MOTION
 CQ3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3386+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 CQ3386
 CQ3386  HISTORY     - Date     Condition        Report By
 CQ3386  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3386  HISTORY     - 1986     GOOD             LADTD
 CQ3386  HISTORY     - 19870408 GOOD
 CQ3386  HISTORY     - 19910925 GOOD             LADTD
 CQ3386  HISTORY     - 19920311 GOOD
 CQ3386  HISTORY     - 19970219 GOOD             LADTD
 CQ3386  HISTORY     - 19980313 GOOD             NGS
 CQ3386  HISTORY     - 20031208 GOOD             LADTD
 CQ3386
 CQ3386                          STATION DESCRIPTION
 CQ3386
 CQ3386'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3386'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF JONESBORO, AT
 CQ3386'THE JONESBORO AIRPORT, NEAR THE NORTH END OF THE RUNWAY.
 CQ3386'OWNERSHIP--CITY OF JONESBORO, FOR ENTRANCE INTO THE AIRFIELD
 CQ3386'CONTACT MR. RICHARD ZUBER, JONESBORO, LA., TELEPHONE 318-259-2385.
 CQ3386'
 CQ3386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 CQ3386'STATE HIGHWAYS 4 AND 147 IN JONESBORO, GO SOUTH ALONG HIGHWAY 167
 CQ3386'FOR 0.3 KM (0.2 MI) TO EIGHT STREET. TURN RIGHT, WEST, ON EIGHT
 CQ3386'STREET FOR 0.3 KM (0.2 MI) TO GANSVILLE ROAD. TURN LEFT ON
 CQ3386'GANSVILLE ROAD WHICH TURNS INTO PARISH ROAD 601 FOR 4.8 KM (3.0 MI)
 CQ3386'TO THE ENTRANCE TO THE AIRPORT AND END OF PARISH ROAD 601,
 CQ3386'GO WEST FOR 0.02 KM (0.01 MI) TO A CURVE RIGHT, THEN RIGHT, NORTH,
 CQ3386'FOR 0.2 KM (0.1 MI) TO A TAXIWAY, THEN LEFT, WEST, FOR 0.02 KM
 CQ3386'(0.01 MI) TO THE STATION ON THE LEFT AND EAST OF THE RUNWAY.
 CQ3386'
 CQ3386'THE STATION IS A STANDARD NGS DISK
 CQ3386'STAMPED---BORO 1986---,
 CQ3386'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3386'30 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 CQ3386'41.4 METERS (136 FT) NORTHWEST FROM THE CENTER END OF RUNWAY,
 CQ3386'19.5 METERS (64 FT) EAST FROM THE CENTER OF THE RUNWAY,
 CQ3386'14.5 METERS (47.5 FT) SOUTH FROM A BLUE DOME LIGHT,
 CQ3386'7.3 METERS (24 FT) WEST FROM A VASI LIGHT AND
 CQ3386'5.2 METERS (17 FT) EAST FROM A 20-INCH CONCRETE SLAB (DUCT).
 CQ3386'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3386'STAMPED---BORO 1986---,
 CQ3386'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3386'
 CQ3386'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 CQ3386
 CQ3386                          STATION RECOVERY (1986)
 CQ3386
 CQ3386'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ3386'RECOVERED IN GOOD CONDITION.
 CQ3386
 CQ3386                          STATION RECOVERY (1987)
 CQ3386
 CQ3386'RECOVERED 1987
 CQ3386'RECOVERED IN GOOD CONDITION.
 CQ3386
 CQ3386                          STATION RECOVERY (1991)
 CQ3386
 CQ3386'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CQ3386'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF JONESBORO, AT
 CQ3386'THE JONESBORO AIRPORT, NEAR THE NORTH END OF THE RUNWAY.
 CQ3386'OWNERSHIP--CITY OF JONESBORO, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 CQ3386'MR. RICHARD ZUBER, JONESBORO, LA., TELEPHONE 318-259-2385.
 CQ3386'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 167 AND STATE
 CQ3386'HIGHWAYS 4 AND 147 IN JONESBORO, GO SOUTH FOR 0.2 MI (0.3 KM) ON
 CQ3386'HIGHWAY 167 TO THE JUNCTION WITH EIGHT STREET, TURN RIGHT AND GO WEST
 CQ3386'FOR 0.2 MI (0.3 KM) ON EIGHT STREET TO THE JUNCTION WITH GANSVILLE
 CQ3386'ROAD, TURN LEFT AND GO SOUTH FOR 3.0 MI (4.8 KM) ON GANSVILLE ROAD
 CQ3386'WHICH TURNS INTO PARISH ROAD 601 TO THE ENTRANCE TO THE AIRPORT AND
 CQ3386'END OF PARISH ROAD 601, GO WEST FOR 0.01 MI (0.02 KM) TO A CURVE
 CQ3386'RIGHT, TURN RIGHT AND GO NORTH FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN
 CQ3386'LEFT AND GO WEST FOR 0.01 MI (0.02 KM) TO THE STATION ON THE LEFT AND
 CQ3386'EAST OF THE RUNWAY.
 CQ3386'THE STATION IS 136.0 FT (41.5 M) SOUTHEAST FROM THE CENTER END OF THE
 CQ3386'RUNWAY, 64.0 FT (19.5 M) EAST FROM THE CENTER OF THE RUNWAY, 47.5 FT
 CQ3386'(14.5 M) SOUTH FROM A BLUE DOME LIGHT, 24.0 FT (7.3 M) WEST FROM A
 CQ3386'VASI LIGHT, 17.0 FT (5.2 M) EAST-NORTHEAST FROM A 20-INCH CONCRETE
 CQ3386'SLAB (DUCT), 1.0 FT (0.3 M) EAST FROM A FIBERGLASS WITNESS POST,
 CQ3386'FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 CQ3386
 CQ3386                          STATION RECOVERY (1992)
 CQ3386
 CQ3386'RECOVERED 1992
 CQ3386'RECOVERED IN GOOD CONDITION.
 CQ3386
 CQ3386                          STATION RECOVERY (1997)
 CQ3386
 CQ3386'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (TLH)
 CQ3386'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF JONESBORO AND
 CQ3386'21.0 MI (33.8 KM) NORTH OF WINNFIELD, AT THE JONESBORO AIRPORT, NEAR
 CQ3386'THE NORTH END OF THE RUNWAY.  OWNERSHIP--CITY OF JONESBORO, FOR
 CQ3386'ENTRANCE INTO THE AIRFIELD CONTACT MR.  RICHARD ZUBER, JONESBORO, LA.,
 CQ3386'TELEPHONE 318-259-2385 OR MR.  B.  RICE, TELEPHONE 318-259-2164.  TO
 CQ3386'REACH THE STATION FROM THE JACKSON PARISH COURT HOUSE IN JONESBORO, GO
 CQ3386'SOUTH FOR 1.9 MI (3.1 KM) ON U S HIGHWAY 167 TO THE JUNCTION WITH
 CQ3386'INDUSTRIAL DRIVE, TURN RIGHT AND GO WEST FOR 0.8 MI (1.3 KM) ON
 CQ3386'INDUSTRIAL DRIVE TO THE JUNCTION WITH PARISH ROAD NUMBER 601, TURN
 CQ3386'LEFT AND GO SOUTH AND THEN WEST FOR 1.3 MI (2.1 KM) ON THE PARISH ROAD
 CQ3386'TO THE END OF THE PARISH ROAD AND THE ENTRANCE GATE INTO THE AIRPORT,
 CQ3386'PASS THROUGH THE GATE AND GO NORTH FOR 0.05 MI (0.08 KM) ACROSS AN
 CQ3386'AIRPLANE PARKING AREA TO A TAXIWAY LEADING TO THE RUNWAY, TURN LEFT
 CQ3386'AND GO WEST FOR 0.05 MI (0.08 KM) ON THE TAXIWAY TO THE JUNCTION WITH
 CQ3386'THE RUNWAY AND THE STATION ON THE LEFT SET BETWEEN THE EAST END OF THE
 CQ3386'RUNWAY AND A VASI GLIDE LIGHT.  THE STATION IS 136.0 FT (41.5 M)
 CQ3386'SOUTHEAST FROM THE CENTER END OF RUNWAY 17, 64.0 FT (19.5 M) EAST FROM
 CQ3386'THE CENTER OF THE RUNWAY, 47.5 FT (14.5 M) SOUTH FROM A BLUE DOME
 CQ3386'LIGHT, 24.0 FT (7.3 M) WEST FROM THE VASI LIGHT, 17.0 FT (5.2 M) EAST
 CQ3386'FROM A 20-INCH CONCRETE SLAB (DUCT) , RECESSED 1 INCH BELOW THE GROUND
 CQ3386'SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 CQ3386
 CQ3386                          STATION RECOVERY (1998)
 CQ3386
 CQ3386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CQ3386'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF JONESBORO, AT THE
 CQ3386'JONESBORO AIRPORT, NEAR THE NORTH END OF THE RUNWAY.  OWNERSHIP--CITY
 CQ3386'OF JONESBORO.  FOR ENTRANCE INTO THE AIRFIELD CONTACT MR. RICHARD
 CQ3386'ZUBER, JONESBORO LA, PHONE 318-259-2385.  TO REACH THE STATION FROM
 CQ3386'THE JUNCTION OF U.S. HIGHWAY 167 AND STATE HIGHWAYS 4 AND 147 IN
 CQ3386'JONESBORO, GO SOUTH FOR 0.2 MI (0.3 KM) ON HIGHWAY 167 TO THE JUNCTION
 CQ3386'WITH EIGHT STREET.  TURN RIGHT AND GO WEST FOR 0.2 MI (0.3 KM) ON
 CQ3386'EIGHT STREET TO THE JUNCTION OF GAINESVILLE ROAD.  TURN LEFT AND GO
 CQ3386'SOUTH FOR 2.45 MI (3.94 KM) ON GAINESVILLE ROAD (TURNS INTO PARISH
 CQ3386'ROAD 601) TO A POINT WHERE THE PARISH ROAD TURNS SHARP RIGHT AND A
 CQ3386'GRAVEL ROAD CONTINUES SOUTH.  TURN RIGHT AND GO WEST FOR 0.55 MI (0.89
 CQ3386'KM) ON THE PARISH ROAD TO THE END OF ROAD AND A GATE ON THE RIGHT AT
 CQ3386'THE AIRPORT ENTRANCE.  PASS THROUGH GATE AND GO NORTH FOR 0.1 MI (0.2
 CQ3386'KM) ON A PAVED LANE AND ACROSS APRON TO A RAMP ON LEFT.  TURN LEFT AND
 CQ3386'GO WEST ON THE RAMP FOR 114 FT (34.7 M) TO THE JUNCTION OF RUNWAY AND
 CQ3386'THE STATION ON LEFT, ON THE EAST SIDE OF RUNWAY.  LOCATED 136.0 FT
 CQ3386'(41.5 M) SOUTHEAST FROM THE CENTER END OF RUNWAY, 64.0 FT (19.5 M)
 CQ3386'EAST FROM THE CENTER OF RUNWAY, 47.5 FT (14.5 M) SOUTH FROM A BLUE
 CQ3386'DOME LIGHT, 24.0 FT (7.3 M) WEST FROM A VASI LIGHT, 17.0 FT (5.2 M)
 CQ3386'EAST-NORTHEAST FROM A 20-INCH CONCRETE SLAB (DUCT), 1.0 FT (0.3 M)
 CQ3386'EAST FROM A FIBERGLASS WITNESS POST, FLUSH WITH GROUND AND ABOUT LEVEL
 CQ3386'WITH THE RUNWAY.
 CQ3386
 CQ3386                          STATION RECOVERY (2003)
 CQ3386
 CQ3386'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 CQ3386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3385 ***********************************************************************
 CQ3385  DESIGNATION -  BORO AZ MK
 CQ3385  PID         -  CQ3385
 CQ3385  STATE/COUNTY-  LA/JACKSON
 CQ3385  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ3385
 CQ3385                         *CURRENT SURVEY CONTROL
 CQ3385  ___________________________________________________________________
 CQ3385* NAD 83(1992)-  32 11 52.57018(N)    092 43 57.68040(W)     ADJUSTED  
 CQ3385* NAVD 88     -        77.48   (+/-2cm)     254.2    (feet)  VERTCON   
 CQ3385  ___________________________________________________________________
 CQ3385  X           -    -257,568.517 (meters)                     COMP
 CQ3385  Y           -  -5,396,295.476 (meters)                     COMP
 CQ3385  Z           -   3,379,052.670 (meters)                     COMP
 CQ3385  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CQ3385  ELLIP HEIGHT-          51.95  (meters)          (01/02/04) GPS OBS
 CQ3385  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ3385
 CQ3385  HORZ ORDER  -  THIRD
 CQ3385  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ3385  ELLP ORDER  -  FOURTH    CLASS II
 CQ3385
 CQ3385.This mark is at Jonesboro Airport (F88)
 CQ3385
 CQ3385.The horizontal coordinates were established by GPS observations
 CQ3385.and adjusted by the National Geodetic Survey in January 1993..
 CQ3385
 CQ3385.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3385.The vertical order pertains to the NGVD 29 superseded value.
 CQ3385
 CQ3385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3385
 CQ3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3385
 CQ3385.The ellipsoidal height was determined by GPS observations
 CQ3385.and is referenced to NAD 83.
 CQ3385
 CQ3385.The geoid height was determined by GEOID03.
 CQ3385
 CQ3385;                    North         East     Units Scale Factor Converg.
 CQ3385;SPC LA N     -   188,283.079   978,061.478   MT  0.99992666   -0 07 22.9
 CQ3385;SPC LA N     -   617,725.40  3,208,856.70   sFT  0.99992666   -0 07 22.9
 CQ3385;UTM  15      - 3,562,407.083   525,194.600   MT  0.99960783   +0 08 32.8
 CQ3385
 CQ3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3385!SPC LA N     -   0.99999184  x   0.99992666  =   0.99991850
 CQ3385!UTM  15      -   0.99999184  x   0.99960783  =   0.99959968
 CQ3385
 CQ3385                          SUPERSEDED SURVEY CONTROL
 CQ3385
 CQ3385  ELLIP H (01/21/93)   52.02   (m)                       GP(       ) 4 2
 CQ3385  NAD 83(1986)-  32 11 52.58473(N)    092 43 57.67139(W) AD(       ) 3
 CQ3385  NAD 27      -  32 11 52.01911(N)    092 43 57.12046(W) AD(       ) 3
 CQ3385  NGVD 29 (12/01/98)   77.525  (m)          254.35   (f) ADJUSTED    2 1
 CQ3385
 CQ3385.Superseded values are not recommended for survey control.
 CQ3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3385.See file dsdata.txt to determine how the superseded data were derived.
 CQ3385
 CQ3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2519562407(NAD 83)
 CQ3385_MARKER: DZ = AZIMUTH MARK DISK
 CQ3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3385_STAMPING: BORO 1986
 CQ3385_MARK LOGO: NGS   
 CQ3385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3385+STABILITY: SURFACE MOTION
 CQ3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3385+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1997
 CQ3385
 CQ3385  HISTORY     - Date     Condition        Report By
 CQ3385  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3385  HISTORY     - 19870408 GOOD
 CQ3385  HISTORY     - 19970219 GOOD             LADTD
 CQ3385
 CQ3385                          STATION DESCRIPTION
 CQ3385
 CQ3385'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3385'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF JONESBORO, AT
 CQ3385'THE JONESBORO AIRPORT AND NEAR THE SOUTH END OF THE RUNWAY.
 CQ3385'OWNERSHIP--CITY OF JONESBORO, FOR ENTRNCE INTO THE AIRFIELD CONTACT
 CQ3385'MR. RICHARD ZUBER, JONESBORO, LA., TELEPHONE- 318-259-2385 OR MR. B.
 CQ3385'RICE, TELEPHONE- 318-259-2164.
 CQ3385'
 CQ3385'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 CQ3385'STATE HIGHWAYS 4 AND 147 IN JONESBORO, GO SOUTH ALONG HIGHWAY 167
 CQ3385'FOR 0.3 KM (0.2 MI) TO EIGHT STREET. TURN RIGHT, WEST, ON EIGHT
 CQ3385'STREET FOR 0.3 KM (0.2 MI) TO GANSVILLE ROAD. TURN LEFT ON
 CQ3385'GANSVILLE ROAD WHICH TURNS INTO PARISH ROAD 601 FOR 4.8 KM (3.0 MI)
 CQ3385'TO THE ENTRANCE TO THE AIRPORT AND END OF PARISH ROAD 601, GO WEST
 CQ3385'FOR 0.2 KM (0.01 MI) TO A CURVE RIGHT, THEN RIGHT, NORTH, FOR 0.2
 CQ3385'KM (0.1 MI) TO A TAXIWAY, THEN LEFT, WEST, FOR 0.02 KM (0.01 MI) TO
 CQ3385'THE RUNWAY. TURN LEFT, SOUTH, FOR 1.0 KM (0.2 MI) TO THE AZIMUTH
 CQ3385'MARK ON THE LEFT, AND ACROSS THE RUNWAY FROM A VASI LIGHT.
 CQ3385'
 CQ3385'THE STATION IS A STANDARD NGS DISK
 CQ3385'STAMPED---BORO 1986---,
 CQ3385'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3385'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CQ3385'41.4 METERS (136 FT) SOUTHWEST FROM THE CENTER END OF RUNWAY,
 CQ3385'40.8 METERS (134 FT) NORTH FROM A RED/BLUE DOME LIGHT,
 CQ3385'16.9 METERS (55.5 FT) SOUTH-SOUTHEAST FROM A CLEAR DOME LIGHT AND
 CQ3385'16.6 METERS (54.5 FT) EAST FROM THE CENTER OF THE RUNWAY.
 CQ3385'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3385'STAMPED---BORO 1986---,
 CQ3385'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3385'
 CQ3385'DESCRIBED BY R.D.B., TYPED BY W.J.R.
 CQ3385
 CQ3385                          STATION RECOVERY (1987)
 CQ3385
 CQ3385'RECOVERED 1987
 CQ3385'RECOVERED IN GOOD CONDITION.
 CQ3385
 CQ3385                          STATION RECOVERY (1997)
 CQ3385
 CQ3385'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (TLH)
 CQ3385'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF JONESBORO AND
 CQ3385'20.5 MI (33.0 KM) NORTH OF WINNFIELD, AT THE JONESBORO AIRPORT AND
 CQ3385'NEAR THE SOUTH END OF THE RUNWAY.  OWNERSHIP--CITY OF JONESBORO, FOR
 CQ3385'ENTRANCE INTO THE AIRFIELD CONTACT MR.  RICHARD ZUBER, JONESBORO, LA.,
 CQ3385'TELEPHONE 318-259-2385 OR MR.  B.  RICE, TELEPHONE 318-259-2164.  TO
 CQ3385'REACH THE STATION FROM THE JACKSON PARISH COURT HOUSE IN JONESBORO, GO
 CQ3385'SOUTH FOR 1.9 MI (3.1 KM) ON U S HIGHWAY 167 TO THE JUNCTION WITH
 CQ3385'INDUSTRIAL DRIVE, TURN RIGHT AND GO WEST FOR 0.8 MI (1.3 KM) ON
 CQ3385'INDUSTRIAL DRIVE TO THE JUNCTION WITH PARISH ROAD NUMBER 601, TURN
 CQ3385'LEFT AND GO SOUTH AND THEN WEST FOR 1.3 MI (2.1 KM) ON THE PARISH ROAD
 CQ3385'TO THE END OF THE PARISH ROAD AND THE ENTRANCE GATE INTO THE AIRPORT,
 CQ3385'PASS THROUGH THE GATE AND GO NORTH FOR 0.05 MI (0.08 KM) ACROSS AN
 CQ3385'AIRPLANE PARKING AREA TO A TAXIWAY LEADING TO THE RUNWAY, TURN LEFT
 CQ3385'AND GO WEST FOR 0.05 MI (0.08 KM) ON THE TAXIWAY TO THE JUNCTION WITH
 CQ3385'THE RUNWAY, TURN LEFT AND GO SOUTH FOR 0.55 MI (0.89 KM) ALONG THE
 CQ3385'RUNWAY TO THE STATION ON THE LEFT SET ACROSS THE RUNWAY FROM A VASI
 CQ3385'GLIDE LIGHT.  THE STATION IS 136.0 FT (41.5 M) NORTHEAST FROM THE
 CQ3385'CENTER END OF RUNWAY 35, 134.0 FT (40.8 M) NORTH FROM A RED/BLUE DOME
 CQ3385'LIGHT, 55.5 FT (16.9 M) SOUTH-SOUTHEAST FROM A CLEAR DOME LIGHT, 54.5
 CQ3385'FT (16.6 M) EAST FROM THE CENTER OF THE RUNWAY, RECESSED 2 INCHES
 CQ3385'BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0448 ***********************************************************************
 CQ0448  DESIGNATION -  BOSCO BOLT
 CQ0448  PID         -  CQ0448
 CQ0448  STATE/COUNTY-  LA/OUACHITA
 CQ0448  USGS QUAD   -  BOSCO (1982)
 CQ0448
 CQ0448                         *CURRENT SURVEY CONTROL
 CQ0448  ___________________________________________________________________
 CQ0448* NAD 83(1986)-  32 17 33.     (N)    092 05 18.     (W)     SCALED    
 CQ0448* NAVD 88     -        19.99   (+/-2cm)      65.6    (feet)  VERTCON   
 CQ0448  ___________________________________________________________________
 CQ0448  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0448
 CQ0448  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0448
 CQ0448.The horizontal coordinates were scaled from a topographic map and have
 CQ0448.an estimated accuracy of +/- 6 seconds.
 CQ0448
 CQ0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0448.The vertical order pertains to the NGVD 29 superseded value.
 CQ0448
 CQ0448.The geoid height was determined by GEOID03.
 CQ0448
 CQ0448;                    North         East    Units  Estimated Accuracy
 CQ0448;SPC LA N     -   198,820.    1,038,770.      MT  (+/- 180 meters Scaled)
 CQ0448
 CQ0448                          SUPERSEDED SURVEY CONTROL
 CQ0448
 CQ0448  NGVD 29 (??/??/??)   20.027  (m)           65.71   (f) ADJUSTED    1 2
 CQ0448
 CQ0448.Superseded values are not recommended for survey control.
 CQ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0448.See file dsdata.txt to determine how the superseded data were derived.
 CQ0448
 CQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR858732(NAD 83)
 CQ0448_MARKER: B = BOLT
 CQ0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0448
 CQ0448  HISTORY     - Date     Condition        Report By
 CQ0448  HISTORY     - UNK      MONUMENTED       DOD
 CQ0448  HISTORY     - 1966     GOOD             CGS
 CQ0448
 CQ0448                          STATION DESCRIPTION
 CQ0448
 CQ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0448'0.15 MI N FROM BOSCO.
 CQ0448'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0448'BOSCO, IN SECTION 8, T 15 N, R 4 E, 58 FEET EAST OF THE CENTER LINE OF
 CQ0448'THE HIGHWAY, 20 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF
 CQ0448'THE MISSOURI PACIFIC RAILROAD, 36 FEET SOUTHWEST ACROSS THE MAIN TRACK
 CQ0448'FROM A SWITCH STAND, 12 FEET SOUTH OF A COMBINATION TELEGRAPH AND
 CQ0448'LIGHT POLE BEARING A TRANSFORMER, 2.5 FEET EAST OF A METAL WITNESS
 CQ0448'POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 5 FEET BELOW THE LEVEL OF
 CQ0448'THE TRACK, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 CQ0448'FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 CQ0448'PIPE BEARING A BRASS CAP AND PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0447 ***********************************************************************
 CQ0447  DESIGNATION -  BOSCO CAP
 CQ0447  PID         -  CQ0447
 CQ0447  STATE/COUNTY-  LA/OUACHITA
 CQ0447  USGS QUAD   -  BOSCO (1982)
 CQ0447
 CQ0447                         *CURRENT SURVEY CONTROL
 CQ0447  ___________________________________________________________________
 CQ0447* NAD 83(1986)-  32 17 33.     (N)    092 05 18.     (W)     SCALED    
 CQ0447* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 CQ0447  ___________________________________________________________________
 CQ0447  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0447
 CQ0447  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0447
 CQ0447.The horizontal coordinates were scaled from a topographic map and have
 CQ0447.an estimated accuracy of +/- 6 seconds.
 CQ0447
 CQ0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0447.The vertical order pertains to the NGVD 29 superseded value.
 CQ0447
 CQ0447.The geoid height was determined by GEOID03.
 CQ0447
 CQ0447;                    North         East    Units  Estimated Accuracy
 CQ0447;SPC LA N     -   198,820.    1,038,770.      MT  (+/- 180 meters Scaled)
 CQ0447
 CQ0447                          SUPERSEDED SURVEY CONTROL
 CQ0447
 CQ0447  NGVD 29 (??/??/??)   21.264  (m)           69.76   (f) ADJUSTED    1 2
 CQ0447
 CQ0447.Superseded values are not recommended for survey control.
 CQ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0447.See file dsdata.txt to determine how the superseded data were derived.
 CQ0447
 CQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR858732(NAD 83)
 CQ0447_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0447
 CQ0447  HISTORY     - Date     Condition        Report By
 CQ0447  HISTORY     - UNK      MONUMENTED       DOD
 CQ0447  HISTORY     - 1966     GOOD             CGS
 CQ0447
 CQ0447                          STATION DESCRIPTION
 CQ0447
 CQ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0447'0.15 MI N FROM BOSCO.
 CQ0447'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0447'BOSCO, IN SECTION 8, T 15 N, R 4 E, 58 FEET EAST OF THE CENTER LINE OF
 CQ0447'THE HIGHWAY, 20 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF
 CQ0447'THE MISSOURI PACIFIC RAILROAD, 36 FEET SOUTHWEST ACROSS THE MAIN TRACK
 CQ0447'FROM SWITCH STAND, 12 FEET SOUTH OF A COMBINATION TELEGRAPH AND LIGHT
 CQ0447'POLE BEARING A TRANSFORMER, 2.5 FEET EAST OF A METAL WITNESS POST,
 CQ0447'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 5 FEET BELOW THE LEVEL OF THE
 CQ0447'TRACK A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3266 ***********************************************************************
 CQ3266  DESIGNATION -  BOSSIER CITY MUNICIPAL TANK
 CQ3266  PID         -  CQ3266
 CQ3266  STATE/COUNTY-  LA/BOSSIER
 CQ3266  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3266
 CQ3266                         *CURRENT SURVEY CONTROL
 CQ3266  ___________________________________________________________________
 CQ3266* NAD 83(1992)-  32 30 23.67634(N)    093 41 44.37460(W)     ADJUSTED  
 CQ3266* NAVD 88     -                                                        
 CQ3266  ___________________________________________________________________
 CQ3266  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CQ3266  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3266
 CQ3266  HORZ ORDER  -  THIRD
 CQ3266
 CQ3266.The horizontal coordinates were established by classical geodetic methods
 CQ3266.and adjusted by the National Geodetic Survey in January 1993..
 CQ3266
 CQ3266
 CQ3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3266
 CQ3266.The geoid height was determined by GEOID03.
 CQ3266
 CQ3266;                    North         East     Units Scale Factor Converg.
 CQ3266;SPC LA N     -   223,103.498   887,649.902   MT  0.99996741   -0 37 55.7
 CQ3266;SPC LA N     -   731,965.39  2,912,231.39   sFT  0.99996741   -0 37 55.7
 CQ3266;UTM  15      - 3,596,801.347   434,654.387   MT  0.99965265   -0 22 25.9
 CQ3266
 CQ3266                          SUPERSEDED SURVEY CONTROL
 CQ3266
 CQ3266  NAD 83(1986)-  32 30 23.68850(N)    093 41 44.36437(W) AD(       ) 4
 CQ3266  NAD 27      -  32 30 23.13800(N)    093 41 43.72100(W) AD(       ) 3
 CQ3266
 CQ3266.Superseded values are not recommended for survey control.
 CQ3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3266.See file dsdata.txt to determine how the superseded data were derived.
 CQ3266
 CQ3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3465496801(NAD 83)
 CQ3266_MARKER: 53 = ELEVATED TANK
 CQ3266
 CQ3266  HISTORY     - Date     Condition        Report By
 CQ3266  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3266  HISTORY     - 1966     GOOD             CGS
 CQ3266  HISTORY     - 1969     GOOD             CGS
 CQ3266  HISTORY     - 1970     GOOD             USAF
 CQ3266  HISTORY     - 1982     GOOD             NGS
 CQ3266  HISTORY     - 20020302 GOOD             USPSQD
 CQ3266  HISTORY     - 20031108 GOOD             USPSQD
 CQ3266
 CQ3266                          STATION DESCRIPTION
 CQ3266
 CQ3266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3266'THE STATION IS THE TOP CENTER OF THE LARGEST AND MOST SOUTHEASTERLY
 CQ3266'TANK OF THE BOSSIER CITY MUNICIPAL TANKS.  IT IS LOCATED
 CQ3266'AT BARKSDALE AVENUE AND AIR LINE DRIVE, IN THE SOUTHEAST
 CQ3266'PART OF BOSSIER CITY.  IT IS AN ELEVATED TANK SUPPORTED
 CQ3266'BY A 12-LEGGED STEEL STRUCTURE AND IS 130 FEET IN HEIGHT
 CQ3266'OVERALL.  THE BALL AT THE APEX OF THE TANK WAS OBSERVED.
 CQ3266
 CQ3266                          STATION RECOVERY (1966)
 CQ3266
 CQ3266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 CQ3266'STATION WAS RECOVERED AS DESCRIBED
 CQ3266
 CQ3266                          STATION RECOVERY (1969)
 CQ3266
 CQ3266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3266'STATION WAS RECOVERED IN GOOD CONDITION.
 CQ3266
 CQ3266                          STATION RECOVERY (1970)
 CQ3266
 CQ3266'RECOVERY NOTE BY US AIR FORCE 1970
 CQ3266'THE SILVER WATER TANK WAS OBSERVED, AND WAS IN GOOD CONDITION.
 CQ3266
 CQ3266                          STATION RECOVERY (1982)
 CQ3266
 CQ3266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 CQ3266'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CQ3266'
 CQ3266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BOSSIER CITY.
 CQ3266
 CQ3266                          STATION RECOVERY (2002)
 CQ3266
 CQ3266'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3266'RECOVERED IN GOOD CONDITION.
 CQ3266
 CQ3266                          STATION RECOVERY (2003)
 CQ3266
 CQ3266'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3268 ***********************************************************************
 CQ3268  DESIGNATION -  BOSSIER CITY ST POLICE RAD MST
 CQ3268  PID         -  CQ3268
 CQ3268  STATE/COUNTY-  LA/BOSSIER
 CQ3268  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3268
 CQ3268                         *CURRENT SURVEY CONTROL
 CQ3268  ___________________________________________________________________
 CQ3268* NAD 83(1992)-  32 30 43.04236(N)    093 42 45.20373(W)     ADJUSTED  
 CQ3268* NAVD 88     -                                                        
 CQ3268  ___________________________________________________________________
 CQ3268  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ3268  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3268
 CQ3268  HORZ ORDER  -  THIRD
 CQ3268
 CQ3268.The horizontal coordinates were established by classical geodetic methods
 CQ3268.and adjusted by the National Geodetic Survey in January 1993..
 CQ3268
 CQ3268
 CQ3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3268
 CQ3268.The geoid height was determined by GEOID03.
 CQ3268
 CQ3268;                    North         East     Units Scale Factor Converg.
 CQ3268;SPC LA N     -   223,717.641   886,068.919   MT  0.99996838   -0 38 27.9
 CQ3268;SPC LA N     -   733,980.29  2,907,044.45   sFT  0.99996838   -0 38 27.9
 CQ3268;UTM  15      - 3,597,408.169   433,071.149   MT  0.99965524   -0 22 58.8
 CQ3268
 CQ3268                          SUPERSEDED SURVEY CONTROL
 CQ3268
 CQ3268  NAD 83(1986)-  32 30 43.05477(N)    093 42 45.19280(W) AD(       ) 4
 CQ3268  NAD 27      -  32 30 42.50700(N)    093 42 44.55200(W) AD(       ) 3
 CQ3268
 CQ3268.Superseded values are not recommended for survey control.
 CQ3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3268.See file dsdata.txt to determine how the superseded data were derived.
 CQ3268
 CQ3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3307197408(NAD 83)
 CQ3268_MARKER: 42 = RADIO/TV MAST
 CQ3268
 CQ3268  HISTORY     - Date     Condition        Report By
 CQ3268  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3268  HISTORY     - 1966     GOOD             CGS
 CQ3268
 CQ3268                          STATION DESCRIPTION
 CQ3268
 CQ3268'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3268'THE STATION IS THE LIGHT AT THE TOP OF RADIO MAST LOCATED
 CQ3268'IN THE SOUTHWEST PART OF BOSSIER CITY, ABOUT 1/2 MILE SOUTH
 CQ3268'OF THE JUNCTION OF LA. 3 AND U.S. HIGHWAY 71, ON THE WEST
 CQ3268'SIDE OF BARKSDALE BLVD., AND AT THE SOUTH SIDE OF THE LOUISIANA
 CQ3268'POLICE TROOP G BARRACKS.  IT IS A GUYED SLENDER STEEL STRUCTURE
 CQ3268'260 FEET IN HEIGHT.  THE TOP FLASHING LIGHT WAS POINT OBSERVED.
 CQ3268
 CQ3268                          STATION RECOVERY (1966)
 CQ3268
 CQ3268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 CQ3268'STATION WAS RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0592 ***********************************************************************
 AV0592  DESIGNATION -  BOSTON
 AV0592  PID         -  AV0592
 AV0592  STATE/COUNTY-  LA/VERMILION
 AV0592  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0592
 AV0592                         *CURRENT SURVEY CONTROL
 AV0592  ___________________________________________________________________
 AV0592* NAD 83(1992)-  29 52 56.12953(N)    092 00 31.44530(W)     ADJUSTED  
 AV0592* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 AV0592  **This station is located in a subsidence area (see below).
 AV0592  ___________________________________________________________________
 AV0592  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AV0592  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AV0592
 AV0592  HORZ ORDER  -  FIRST
 AV0592
 AV0592.The horizontal coordinates were established by classical geodetic methods
 AV0592.and adjusted by the National Geodetic Survey in January 1993..
 AV0592
 AV0592 ** The orthometric height has not been validated since last determined
 AV0592 ** by differential leveling and should not be used for control purposes.
 AV0592 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0592 ** area with valid NAVD 88 orthometric heights.
 AV0592 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0592 ** epoch indicated which incorporates improved geoid heights for the
 AV0592 ** Southern Louisiana Subsidence area.
 AV0592 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0592
 AV0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0592
 AV0592.The geoid height was determined by GEOID03.
 AV0592
 AV0592;                    North         East     Units Scale Factor Converg.
 AV0592;SPC LA S     -   153,407.787   934,761.317   MT  0.99992787   -0 20 15.8
 AV0592;SPC LA S     -   503,305.38  3,066,796.09   sFT  0.99992787   -0 20 15.8
 AV0592;UTM  15      - 3,306,151.286   595,720.314   MT  0.99971304   +0 29 38.1
 AV0592
 AV0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0592!SPC LA S     -   1.00000395  x   0.99992787  =   0.99993182
 AV0592!UTM  15      -   1.00000395  x   0.99971304  =   0.99971699
 AV0592
 AV0592|---------------------------------------------------------------------|
 AV0592| PID    Reference Object                     Distance      Geod. Az  |
 AV0592|                                                           dddmmss.s |
 AV0592| CV8754 BOSTON RM 1                          22.832 METERS 13135     |
 AV0592| CV8755 BOSTON RM 2                          27.484 METERS 24000     |
 AV0592| CV8756 BOSTON RM 3                                        3510422.9 |
 AV0592|---------------------------------------------------------------------|
 AV0592
 AV0592                          SUPERSEDED SURVEY CONTROL
 AV0592
 AV0592  NAD 83(1986)-  29 52 56.14989(N)    092 00 31.43878(W) AD(       ) 1
 AV0592  NAD 27      -  29 52 55.40240(N)    092 00 30.99569(W) AD(       ) 1
 AV0592  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 AV0592
 AV0592.Superseded values are not recommended for survey control.
 AV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0592.See file dsdata.txt to determine how the superseded data were derived.
 AV0592
 AV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9572006151(NAD 83)
 AV0592_MARKER: DD = SURVEY DISK
 AV0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0592_SP_SET: CONCRETE POST
 AV0592_STAMPING: BOSTON 1973
 AV0592_MARK LOGO: NGS   
 AV0592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AV0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0592+STABILITY: SURFACE MOTION
 AV0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0592+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 AV0592
 AV0592  HISTORY     - Date     Condition        Report By
 AV0592  HISTORY     - 1974     MONUMENTED       NGS
 AV0592  HISTORY     - 1974     GOOD             NGS
 AV0592  HISTORY     - 19910201 GOOD             NOS
 AV0592
 AV0592                          STATION DESCRIPTION
 AV0592
 AV0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0592'THE STATION IS LOCATED 6 MILES WEST OF AVERY ISLAND, 5-1/2 MILES
 AV0592'SOUTHEAST OF ERATH, 4 MILES EAST OF HENRY AND ON PROPERTY OWNED BY
 AV0592'MR. SULIE J. THIBODEAUX OF ROUTE 1, BOX 404 ERATH, LOUISIANA.
 AV0592'(PHONE NUMBER 937-4061)
 AV0592'
 AV0592'TO REACH THE STATION FROM THE HENRY HIGH SCHOOL AT THE JUNCTION OF
 AV0592'STATE HIGHWAYS 330 AND 689 IN HENRY, GO EASTERLY ON HIGHWAY 330 FOR
 AV0592'2.8 MILES TO THE JUNCTION OF STATE HIGHWAY 685.  CONTINUE EASTERLY
 AV0592'ON HIGHWAY 330 FOR 1.2 MILES TO A POINT WHERE HIGHWAY 330 TURNS
 AV0592'LEFT AND GOES NORTH AT A SIDE ROAD RIGHT.  (TO REACH REFERENCE MARK
 AV0592'3 FROM HERE, TURN LEFT AND GO NORTH ON HIGHWAY 330 FOR 0.25
 AV0592'MILE TO THE MARK ON THE RIGHT.) TURN RIGHT AND GO SOUTH ON A
 AV0592'GRAVELED ROAD FOR 0.05 MILE TO A FENCE CORNER AND A GATE ON THE
 AV0592'LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO EAST ACROSS A
 AV0592'PASTURE FOR 0.05 MILE TO A FENCE CORNER ON THE RIGHT AND THE STATION
 AV0592'ON THE LEFT AS DESCRIBED.
 AV0592'
 AV0592'STATION MARK, STAMPED BOSTON 1973, IS A STANDARD DISK SET IN A ROUND
 AV0592'CONCRETE MONUMENT THAT IS SET 14 INCHES BELOW THE GROUND SURFACE.
 AV0592'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 AV0592'INCHES BELOW THE GROUND.  IT IS 92.5 FEET NORTHEAST OF THE METAL
 AV0592'WITNESS POST SET AT REFERENCE MARK 2, 49 FEET NORTH OF A FENCE, 45
 AV0592'FEET NORTHWEST OF THE CENTER OF A WOODEN GATE AND 14.5 FEET WEST OF
 AV0592'A FENCE.
 AV0592'
 AV0592'REFERENCE MARK 1, STAMPED BOSTON NO 1 1973, IS A STANDARD DISK SET IN
 AV0592'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 AV0592'IS 23.5 FEET EAST OF THE CENTER OF THE WOODEN GATE AND 1.5 FEET
 AV0592'NORTH OF A FENCE.
 AV0592'
 AV0592'REFERENCE MARK 2, STAMPED BOSTON NO 2 1973, IS A STANDARD DISK SET IN
 AV0592'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 AV0592'IS 91.5 FEET WEST OF THE CENTER OF THE WOODEN GATE, 2 FEET
 AV0592'NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 AV0592'
 AV0592'REFERENCE MARK 3, STAMPED BOSTON NO 3 1973, IS A STANDARD DISK SET
 AV0592'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 141 FEET
 AV0592'NORTH OF THE CENTER OF MR. ERNEST J. DOUCETS DRIVEWAY, 32 FEET EAST
 AV0592'OF THE CENTER OF HIGHWAY 330, 1.5 FEET SOUTH OF A METAL WITNESS
 AV0592'POST AND 1.5 FEET WEST OF A FENCE.
 AV0592'
 AV0592'NEAREST TOWN--HENRY.
 AV0592'
 AV0592'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
 AV0592
 AV0592                          STATION RECOVERY (1974)
 AV0592
 AV0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AV0592'RECOVERED IN GOOD CONDITION.
 AV0592
 AV0592                          STATION RECOVERY (1991)
 AV0592
 AV0592'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AV0592'THE STATION IS LOCATED 6 MI (9.66 KM) WEST OF AVERY ISLAND, 5.5
 AV0592'MI (8.85 KM) SOUTHEAST OF ERATH, 4MI EAST OF HENRY, AND ON PROERTY
 AV0592'OWNED BY MR. SULIE J. THIBODEAUX OF ROUTE 1, BOX 404, ERATH, LA
 AV0592'(PHONE 937-4061).
 AV0592'TO REACH THE STATION FROM HENRY HIGH SCHOOL AT THE JUNCTION OF
 AV0592'STATE HIGHWAYS 330 AND 689 IN HENRY, GO EASTERLY ON HIGHWAY 330 FOR
 AV0592'2.8 MI (4.51 KM) TO THE JUNCTION OF STATE HIGHWAY 685.  CONTINUE
 AV0592'EASTERLY ON HIGHWAY 330 FOR 1.2 MI (1.93 KM) TO A POINT WHERE HIGHWAY
 AV0592'330 TURNS LEFT AND GOES NORTH AT A SIDE ROAD RIGHT.  TURN RIGHT AND
 AV0592'GO SOUTH ON A GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A FENCE CORNER AND
 AV0592'A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO EAST
 AV0592'ACROSS A PASTURE FOR 0.005 MI (0.008 KM) TO A FENCE CORNER ON THE
 AV0592'RIGHT AND THE STATION ON THE LEFT.
 AV0592'STATION MARK, STAMPED ---BOSTON 1973---, IS A STANDARD DISK SET
 AV0592'IN A ROUND CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE GROUND
 AV0592'SURFACE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AV0592'CONCRETE 42 INCHES BELOW THE GROUND.  IT IS 92.5 FT (28.19 M)
 AV0592'NORTHEAST OF THE METAL WITNESS POST SET AT REFERENCE MARK 2, 49 FT
 AV0592'(14.94 M) NORTH OF A FENCE, 45 FT (13.72 M) NORTHWEST OF THE CENTER
 AV0592'OF A WOODEN GATE AND 14.5 FT (4.42 M) WEST OF A FENCE.
 AV0592'DESCRIBED BY G. LANESE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0522 ***********************************************************************
 BW0522  DESIGNATION -  BOTANY BAY BOLT
 BW0522  PID         -  BW0522
 BW0522  STATE/COUNTY-  LA/TENSAS
 BW0522  USGS QUAD   -  ST JOSEPH (1986)
 BW0522
 BW0522                         *CURRENT SURVEY CONTROL
 BW0522  ___________________________________________________________________
 BW0522* NAD 83(1986)-  31 58 34.     (N)    091 11 14.     (W)     SCALED    
 BW0522* NAVD 88     -        22.11   (+/-2cm)      72.5    (feet)  VERTCON   
 BW0522  ___________________________________________________________________
 BW0522  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0522
 BW0522  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0522
 BW0522.The horizontal coordinates were scaled from a topographic map and have
 BW0522.an estimated accuracy of +/- 6 seconds.
 BW0522
 BW0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0522.The vertical order pertains to the NGVD 29 superseded value.
 BW0522
 BW0522.The geoid height was determined by GEOID03.
 BW0522
 BW0522;                    North         East    Units  Estimated Accuracy
 BW0522;SPC LA N     -   164,420.    1,124,070.      MT  (+/- 180 meters Scaled)
 BW0522
 BW0522                          SUPERSEDED SURVEY CONTROL
 BW0522
 BW0522  NGVD 29 (??/??/92)   22.130  (m)           72.60   (f) ADJ UNCH    2 1
 BW0522
 BW0522.Superseded values are not recommended for survey control.
 BW0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0522.See file dsdata.txt to determine how the superseded data were derived.
 BW0522
 BW0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR712392(NAD 83)
 BW0522_MARKER: B = BOLT
 BW0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0522_SP_SET: TILE
 BW0522_STAMPING: P.B.M. BOTANY BAY
 BW0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0522
 BW0522  HISTORY     - Date     Condition        Report By
 BW0522  HISTORY     - UNK      MONUMENTED       DOD
 BW0522  HISTORY     - 1974     POOR             LADTD
 BW0522
 BW0522                          STATION DESCRIPTION
 BW0522
 BW0522'DESCRIBED BY LA TRANSP AND DEV 1974
 BW0522'5.75 MI NE FROM ST JOSEPH.
 BW0522'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0522'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 BW0522'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 BW0522'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 BW0522'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 BW0522'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 BW0522'3.00 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 604.  IT IS 1220.0 FEET
 BW0522'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 604, 78.0 FEET
 BW0522'SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD, LOCATED ON
 BW0522'PROPERTY BELONGING TO LINDA DUBESON.  A COPPER BOLT, SET IN TOP OF A
 BW0522'TILE ABOUT 18 INCHES UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BW0522'IRON PIPE PROJECTING 34 INCHES ABOVE GROUND AND BEARING A CORPS OF
 BW0522'ENGINEERS, U.S. ARMY, STANDARD CAP.  A STEEL WITNESS POST IS SET 1.9
 BW0522'FEET WEST OF THE MARK.  SEC 26, T 12N, R 13E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2494 ***********************************************************************
 BJ2494  DESIGNATION -  BOTANY CAP
 BJ2494  PID         -  BJ2494
 BJ2494  STATE/COUNTY-  LA/ST LANDRY
 BJ2494  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2494
 BJ2494                         *CURRENT SURVEY CONTROL
 BJ2494  ___________________________________________________________________
 BJ2494* NAD 83(1986)-  30 24 21.     (N)    091 42 33.     (W)     SCALED    
 BJ2494* NAVD 88     -         7.65   (+/-2cm)      25.1    (feet)  VERTCON   
 BJ2494  ___________________________________________________________________
 BJ2494  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2494
 BJ2494  VERT ORDER  -  ? (See Below)
 BJ2494
 BJ2494.The horizontal coordinates were scaled from a topographic map and have
 BJ2494.an estimated accuracy of +/- 6 seconds.
 BJ2494
 BJ2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2494.The vertical order pertains to the NGVD 29 superseded value.
 BJ2494
 BJ2494.The geoid height was determined by GEOID03.
 BJ2494
 BJ2494;                    North         East    Units  Estimated Accuracy
 BJ2494;SPC LA S     -   211,310.      963,890.      MT  (+/- 180 meters Scaled)
 BJ2494
 BJ2494                          SUPERSEDED SURVEY CONTROL
 BJ2494
 BJ2494  NGVD 29 (??/??/??)    7.656  (m)           25.12   (f) ADJUSTED    ?  
 BJ2494
 BJ2494.Superseded values are not recommended for survey control.
 BJ2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2494.See file dsdata.txt to determine how the superseded data were derived.
 BJ2494
 BJ2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP239644(NAD 83)
 BJ2494_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2494_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2494
 BJ2494  HISTORY     - Date     Condition        Report By
 BJ2494  HISTORY     - UNK      MONUMENTED       DOD
 BJ2494  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2494
 BJ2494                          STATION DESCRIPTION
 BJ2494
 BJ2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2494'11.3 MI SE FROM KROTZ SPRINGS.
 BJ2494'11.3 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2494'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1-3/4 MILES
 BJ2494'NORTHWEST OF THE MOUTH OF ALABAMA BAYOU, IN THE NE1/4 SEC. 36, T. 7
 BJ2494'S., R. 7 E., 636 FEET SOUTHWEST OF LEVEE STATION 2982+59.00, ON THE
 BJ2494'WEST BANK OF ATCHAFALAYA RIVER, IN HEAVY WOODS, 920 FEET NORTHWEST OF
 BJ2494'P.B.M. BOAGNI (U.S.E.), DESCRIBED BELOW, 154 FEET NORTHWEST OF THE
 BJ2494'NORTHWEST BANK OF INDIAN BAYOU FROM A POINT ABOUT 0.6 MILE SOUTHWEST
 BJ2494'OF THE CONFLUENCE OF INDIAN BAYOU AND THE RIVER, 19 FEET NORTHEAST OF
 BJ2494'A 9-INCH WILLOW TREE, 9 FEET NORTHWEST OF A 6-INCH SYCAMORE TREE, AND
 BJ2494'8 FEET SOUTHEAST OF A 10-INCH WILLOW TREE. AN IRON PIPE PROJECTING
 BJ2494'ABOUT 6 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 BJ2494'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3021 ***********************************************************************
 AU3021  DESIGNATION -  BOUDREAUX
 AU3021  PID         -  AU3021
 AU3021  STATE/COUNTY-  LA/TERREBONNE
 AU3021  USGS QUAD   -  MONTEGUT (1994)
 AU3021
 AU3021                         *CURRENT SURVEY CONTROL
 AU3021  ___________________________________________________________________
 AU3021* NAD 83(1992)-  29 23 07.97120(N)    090 37 07.70279(W)     ADJUSTED  
 AU3021* NAVD 88     -         1.18   (+/-2cm)       3.9  **(feet)  VERTCON   
 AU3021  **This station is located in a subsidence area (see below).
 AU3021  ___________________________________________________________________
 AU3021  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3021  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AU3021
 AU3021  HORZ ORDER  -  SECOND
 AU3021  VERT ORDER  -  THIRD ? (See Below)
 AU3021
 AU3021.The horizontal coordinates were established by classical geodetic methods
 AU3021.and adjusted by the National Geodetic Survey in January 1993..
 AU3021
 AU3021 ** The orthometric height has not been validated since last determined
 AU3021 ** by differential leveling and should not be used for control purposes.
 AU3021 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3021 ** area with valid NAVD 88 orthometric heights.
 AU3021 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3021 ** epoch indicated which incorporates improved geoid heights for the
 AU3021 ** Southern Louisiana Subsidence area.
 AU3021 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3021.The vertical order pertains to the NGVD 29 superseded value.
 AU3021
 AU3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3021
 AU3021.The geoid height was determined by GEOID03.
 AU3021
 AU3021;                    North         East     Units Scale Factor Converg.
 AU3021;SPC LA S     -    98,376.036 1,069,361.168   MT  0.99998299   +0 21 26.2
 AU3021;SPC LA S     -   322,755.38  3,508,395.77   sFT  0.99998299   +0 21 26.2
 AU3021;UTM  15      - 3,253,059.415   731,096.951   MT  1.00025903   +1 10 08.2
 AU3021
 AU3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3021!SPC LA S     -   1.00000371  x   0.99998299  =   0.99998670
 AU3021!UTM  15      -   1.00000371  x   1.00025903  =   1.00026274
 AU3021
 AU3021|---------------------------------------------------------------------|
 AU3021| PID    Reference Object                     Distance      Geod. Az  |
 AU3021|                                                           dddmmss.s |
 AU3021| DD6386 BOUDREAUX RM 1                       29.243 METERS 15741     |
 AU3021| DD6388 BOUDREAUX RM 4                       10.857 METERS 26951     |
 AU3021| AU3036 BOOM 1934                           APPROX. 4.6 KM 3284050.5 |
 AU3021| DD6387 BOUDREAUX RM 2                       22.384 METERS 33759     |
 AU3021|---------------------------------------------------------------------|
 AU3021
 AU3021                          SUPERSEDED SURVEY CONTROL
 AU3021
 AU3021  NAD 83(1986)-  29 23 07.98988(N)    090 37 07.71037(W) AD(       ) 2
 AU3021  NAD 27      -  29 23 07.19100(N)    090 37 07.39200(W) AD(       ) 2
 AU3021  NGVD 29 (07/19/86)    1.21   (m)            4.0    (f) LEVELING    3  
 AU3021
 AU3021.Superseded values are not recommended for survey control.
 AU3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3021.See file dsdata.txt to determine how the superseded data were derived.
 AU3021
 AU3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3109753059(NAD 83)
 AU3021_MARKER: DS = TRIANGULATION STATION DISK
 AU3021_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3021_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3021
 AU3021  HISTORY     - Date     Condition        Report By
 AU3021  HISTORY     - 1934     MONUMENTED       CGS
 AU3021  HISTORY     - 1938     GOOD             SHELL
 AU3021  HISTORY     - 1952     GOOD             CGS
 AU3021  HISTORY     - 1959     GOOD             CGS
 AU3021  HISTORY     - 1960     GOOD             CGS
 AU3021  HISTORY     - 1966     GOOD             CGS
 AU3021
 AU3021                          STATION DESCRIPTION
 AU3021
 AU3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3021'STATION IS IN SOLID GROUND ON THE W SIDE OF BAYOU LITTLE
 AU3021'CAILLOU, S OF ITS JUNCTION WITH THE BOUDREAUX CANAL, IN A
 AU3021'VACANT LOT OWNED BY E.X. ST. MARTIN, 19 METERS (62 FEET) S
 AU3021'OF THE CANAL, 18 METERS (59 FEET) W OF STATE HIGHWAY 79, AND
 AU3021'18 METERS (59 FEET) N OF THE HOUSE OF ABEL BLANCHARD.
 AU3021'
 AU3021'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3021'IN THE TOP OF A TILE.
 AU3021'
 AU3021'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3021'IS ON A FENCE LINE, 5 METERS (16 FEET)
 AU3021'W OF THE ROAD, 2 METERS (7 FEET) FROM THE NE OF THE HOUSE
 AU3021'OWNED BY ABEL BLANCHARD AND 29.243 METERS (95.94 FEET) FROM
 AU3021'THE STATION S 22 DEG 19 MIN E.
 AU3021'
 AU3021'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3021'IS ON THE SPOIL BANK 2 METERS (7
 AU3021'FEET) S OF THE CANAL AND 22.407 METERS (73.51 FEET) FROM THE
 AU3021'STATION N 22 DEG 01 MIN W.
 AU3021
 AU3021                          STATION RECOVERY (1938)
 AU3021
 AU3021'RECOVERY NOTE BY SHELL OIL COMPANY 1938
 AU3021'REFERENCE MARK NO. 1 IS TO THE SW, 24.69 METERS S OF S BANK
 AU3021'OF BOUDREAUX CANAL, 3.72 METERS S OF N FENCE LINE OF ST.
 AU3021'MARTIN COMPANY.  THIS MARK WAS REMOVED FROM ORIGINAL POSITION,
 AU3021'AND PLACED IN NEW LOCATION, SAME BEING SET IN FIRM GROUND, IN
 AU3021'A SPREAD FOOTING OF NEAT CEMENT.  THE MOVING OF REFERENCE
 AU3021'MARK NO. 1 WAS NECESSARY ON ACCOUNT OF THE WIDENING OF BOUDREAUX
 AU3021'CANAL.
 AU3021
 AU3021                          STATION RECOVERY (1952)
 AU3021
 AU3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3021'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AU3021'REFERENCE MARK 1 WAS FOUND LYING ON ITS SIDE, AND THE DISK
 AU3021'WAS REMOVED BY THIS PARTY.  THE DISTANCE TO REFERENCE MARK 2
 AU3021'WAS CHECKED AND WAS FOUND TO BE CORRECT, BUT THE PUBLISHED
 AU3021'AZIMUTH WAS FOUND TO BE IN ERROR.  A COMPLETE NEW DESCRIPTION
 AU3021'FOLLOWS--
 AU3021'
 AU3021'STATION IS LOCATED AT THE CONFLUENCE OF BAYOU PETIT CAILLOU
 AU3021'AND BOUDREAUX CANAL, ON STATE HIGHWAY 79, ON THE S SIDE OF THE
 AU3021'CANAL, IN A DRIVEWAY TO A SMALL MARINE RAILWAY, 59 FT. W-NW
 AU3021'OF THE CENTERLINE OF STATE HIGHWAY 79, 70 FT. W OF THE SW
 AU3021'CORNER OF A BRIDGE OVER THE CANAL, AND 15 FT. SW OF A TALL
 AU3021'POWER POLE.  IT IS A STANDARD DISK, STAMPED BOUDREAUX 1934
 AU3021'AND SET IN THE TOP OF A 10-IN. CONCRETE-FILLED TILE FLUSH WITH
 AU3021'THE GROUND.
 AU3021'
 AU3021'REFERENCE MARK 2 IS 16 FT. W-NW OF THE CENTERLINE OF THE ROAD,
 AU3021'2 FT. NE OF A 16-IN. HACKBERRY TREE, AND 1 FT. W-NW OF A FENCE
 AU3021'CORNER.  IT IS A STANDARD DISK, STAMPED BOUDREAUX NO 2 AND SET IN
 AU3021'THE TOP OF A 10- BY 10-IN. CONCRETE MONUMENT 2 IN. UNDER
 AU3021'GROUND.
 AU3021
 AU3021                          STATION RECOVERY (1959)
 AU3021
 AU3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (PB)
 AU3021'THE STATION WAS RECOVERED IN GOOD CONDITION AS REPORTED IN THE
 AU3021'RECOVERY NOTES.
 AU3021'
 AU3021'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION (73.5 FT.)
 AU3021'AS NOTED IN THE RECOVERY NOTES, NOT NORTHWEST AS IN THE
 AU3021'ORIGINAL DESCRIPTION.  THE ORIGINAL DESCRIPTION HAS REFERENCE
 AU3021'MARKS NO. 1 AND NO. 2 REVERSED.
 AU3021
 AU3021                          STATION RECOVERY (1960)
 AU3021
 AU3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 AU3021'THE STATION WAS VISITED 5-5-60 AND THE STATION MARK AND
 AU3021'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  NEW
 AU3021'REFERENCE MARK NO. 1 ESTABLISHED IN 1938 WAS FOUND DESTROYED.
 AU3021'REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS DATE.  STATE
 AU3021'HIGHWAY 56 HAS BEEN RELOCATED ABOUT 300 FEET WEST OF THE OLD
 AU3021'HIGHWAY.  THE MARK IS NOW BETWEEN THE NEW HIGHWAY 56 AND
 AU3021'BAYOU PETTIT CAILLOU, JUST SOUTH OF BOUDREAUX CANAL.  A NEW
 AU3021'DESCRIPTION FOLLOWS--
 AU3021'
 AU3021'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF HOUMA,
 AU3021'AT THE CONFLUENCE OF BOUDREAUX CANAL AND BAYOU PETTIT CAILLOU,
 AU3021'49 FEET SOUTH OF THE SOUTH BANK OF BOUDREAUX CANAL, 98.5 FEET
 AU3021'WEST OF THE WEST BANK OF BAYOU PETTIT CAILLOU, 61.5 FEET WEST
 AU3021'OF THE CENTER OF THE OLD HIGHWAY, 6 FEET SOUTH OF THE CENTER
 AU3021'OF A SHELL ROAD LEADING WEST ALONG THE SOUTH SIDE OF THE CANAL,
 AU3021'14.9 FEET SOUTH-SOUTHWEST OF A TALL POWER POLE, 75 FEET
 AU3021'SOUTHWEST OF THE SOUTHWEST END OF THE ABANDONDED BRIDGE OVER
 AU3021'BOUDREAUX CANAL AND 10 FEET NORTH OF A METAL WITNESS POST.
 AU3021'IT IS A STANDARD DISK, STAMPED BOUDREAUX 1934, SET IN
 AU3021'THE TOP OF A CONCRETE FILLED TERRA COTTA PIPE FLUSH WITH
 AU3021'THE GROUND.
 AU3021'
 AU3021'REFERENCE MARK NO. 2 IS 73.44 FEET SOUTHEAST OF THE STATION,
 AU3021'98 FEET SOUTH OF THE SOUTH EDGE OF BOUDREAUX CANAL, 76 FEET
 AU3021'WEST OF BAYOU PETTIT CAILLOU, 18 FEET WEST OF THE CENTER OF
 AU3021'THE OLD HIGHWAY, 2 FEET NORTHEAST OF A 12-INCH HACKBERRY
 AU3021'TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 AU3021'DISK, STAMPED BOUDREAUX NO 2 1934, FLUSH WITH THE GROUND.
 AU3021'
 AU3021'REFERENCE MARK NO. 4 IS 35.63 FEET NORTHEAST OF THE STATION,
 AU3021'25.5 FEET WEST OF THE TALL POWER POLE, 30 FEET SOUTH OF THE
 AU3021'SOUTH BANK OF BOUDREAUX CANAL, 64.5 FEET WEST OF BAYOU PETTIT
 AU3021'CAILLOU, 26 FEET WEST OF THE CENTER OF THE OLD HIGHWAY, 16.5
 AU3021'FEET NORTH OF THE CENTER OF THE SHELL ROAD LEADING WEST, AND
 AU3021'11 FEET WEST OF THE WEST END OF A PLANK BARRICADE.  IT IS A
 AU3021'STANDARD DISK, STAMPED BOUDREAUX NO 4 1934, PROJECTING 4 INCHES.
 AU3021'
 AU3021'THE DISTANCE BETWEEN REFERENCE MARKS NO. 2 AND NO. 4 IS 68.50
 AU3021'FEET.
 AU3021'
 AU3021'TO REACH THE STATION FROM THE POST OFFICE IN HOUMA, GO EAST
 AU3021'ON STATE HIGHWAY 24 FOR 5.5 MILES TO THE JUNCTION WITH STATE
 AU3021'HIGHWAY 56, KEEP STRAIGHT AHEAD ON STATE HIGHWAY 56 (STATE
 AU3021'HIGHWAY 24 BEARS EAST ACROSS THE BAYOU) AND GO 14.8 MILES TO
 AU3021'THE BRIDGE ACROSS BOUDREAUX CANAL, CONTINUE SOUTH FOR 0.1 MILE
 AU3021'TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 0.05 MILE TO A
 AU3021'T INTERSECTION, TURN LEFT AND GO NORTH TO THE CANAL AND THE
 AU3021'STATION ON THE LEFT.
 AU3021
 AU3021                          STATION RECOVERY (1966)
 AU3021
 AU3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WPS)
 AU3021'STATION WAS RECOVERED IN GOOD CONDITION, BUT IS IN CENTER OF
 AU3021'A SHELL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3022 ***********************************************************************
 AU3022  DESIGNATION -  BOUDREAUX CANAL E TWIN STACK
 AU3022  PID         -  AU3022
 AU3022  STATE/COUNTY-  LA/TERREBONNE
 AU3022  USGS QUAD   -  MONTEGUT (1994)
 AU3022
 AU3022                         *CURRENT SURVEY CONTROL
 AU3022  ___________________________________________________________________
 AU3022* NAD 83(1992)-  29 23 16.80440(N)    090 37 03.18897(W)     ADJUSTED  
 AU3022* NAVD 88     -                                                        
 AU3022  **This station is located in a subsidence area (see below).
 AU3022  ___________________________________________________________________
 AU3022  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3022  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AU3022
 AU3022  HORZ ORDER  -  THIRD
 AU3022
 AU3022.The horizontal coordinates were established by classical geodetic methods
 AU3022.and adjusted by the National Geodetic Survey in January 1993..
 AU3022
 AU3022 ** The orthometric height has not been validated since last determined
 AU3022 ** by differential leveling and should not be used for control purposes.
 AU3022 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3022 ** area with valid NAVD 88 orthometric heights.
 AU3022 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3022 ** epoch indicated which incorporates improved geoid heights for the
 AU3022 ** Southern Louisiana Subsidence area.
 AU3022 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3022
 AU3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3022
 AU3022.The geoid height was determined by GEOID03.
 AU3022
 AU3022;                    North         East     Units Scale Factor Converg.
 AU3022;SPC LA S     -    98,648.756 1,069,481.182   MT  0.99998254   +0 21 28.4
 AU3022;SPC LA S     -   323,650.13  3,508,789.51   sFT  0.99998254   +0 21 28.4
 AU3022;UTM  15      - 3,253,333.884   731,213.121   MT  1.00025970   +1 10 10.7
 AU3022
 AU3022                          SUPERSEDED SURVEY CONTROL
 AU3022
 AU3022  NAD 83(1986)-  29 23 16.82231(N)    090 37 03.19693(W) AD(       ) 4
 AU3022  NAD 27      -  29 23 16.03000(N)    090 37 02.91000(W) AD(       ) 3
 AU3022
 AU3022.Superseded values are not recommended for survey control.
 AU3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3022.See file dsdata.txt to determine how the superseded data were derived.
 AU3022
 AU3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3121353334(NAD 83)
 AU3022_MARKER: 63 = STACK
 AU3022
 AU3022  HISTORY     - Date     Condition        Report By
 AU3022  HISTORY     - 1932     FIRST OBSERVED   CGS
 AU3022  HISTORY     - 1952     GOOD             CGS
 AU3022  HISTORY     - 1966     GOOD             CGS
 AU3022
 AU3022                          STATION DESCRIPTION
 AU3022
 AU3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ERM)
 AU3022'STATION IS ON THE E SIDE OF THE HIGHWAY WHICH PARALLELS
 AU3022'BAYOU TERREBONNE AND ABOUT 0.2 MILE N OF THE CANAL.  THE
 AU3022'STATIONS ARE THE CENTERS OF THE TOPS OF THE TWIN BLACK, STEEL
 AU3022'STACKS OF THE BOUDREAUX SHRIMP AND OYSTER COMPANY.  THE
 AU3022'MAGNETIC AZIMUTH BETWEEN THE STACKS IS S 68 DEG W.
 AU3022
 AU3022                          STATION RECOVERY (1952)
 AU3022
 AU3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3022'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AU3022'FOLLOWS--
 AU3022'
 AU3022'STATION IS LOCATED ON THE E SIDE OF STATE HIGHWAY 79, 0.1
 AU3022'MI. N OF BOUDREAUX CANAL, AND ON THE BUILDING OF THE INDIAN
 AU3022'RIDGE CANNING CO.
 AU3022
 AU3022                          STATION RECOVERY (1966)
 AU3022
 AU3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WPS)
 AU3022'EAST TWIN STACK WAS FOUND IN GOOD CONDITION.
 AU3022'
 AU3022'WEST TWIN STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2784 ***********************************************************************
 BK2784  DESIGNATION -  BOULET
 BK2784  PID         -  BK2784
 BK2784  STATE/COUNTY-  LA/ACADIA
 BK2784  USGS QUAD   -  CROWLEY EAST (1983)
 BK2784
 BK2784                         *CURRENT SURVEY CONTROL
 BK2784  ___________________________________________________________________
 BK2784* NAD 83(1992)-  30 08 19.37177(N)    092 21 47.77078(W)     ADJUSTED  
 BK2784* NAVD 88     -         5.13   (+/-2cm)      16.8  **(feet)  VERTCON   
 BK2784  **This station is located in a subsidence area (see below).
 BK2784  ___________________________________________________________________
 BK2784  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2784  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2784
 BK2784  HORZ ORDER  -  FIRST
 BK2784  VERT ORDER  -  THIRD ? (See Below)
 BK2784
 BK2784.The horizontal coordinates were established by classical geodetic methods
 BK2784.and adjusted by the National Geodetic Survey in January 1993..
 BK2784
 BK2784 ** The orthometric height has not been validated since last determined
 BK2784 ** by differential leveling and should not be used for control purposes.
 BK2784 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2784 ** area with valid NAVD 88 orthometric heights.
 BK2784 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2784 ** epoch indicated which incorporates improved geoid heights for the
 BK2784 ** Southern Louisiana Subsidence area.
 BK2784 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2784.The vertical order pertains to the NGVD 29 superseded value.
 BK2784
 BK2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2784
 BK2784.The geoid height was determined by GEOID03.
 BK2784
 BK2784;                    North         East     Units Scale Factor Converg.
 BK2784;SPC LA S     -   182,088.214   900,772.190   MT  0.99992863   -0 30 53.9
 BK2784;SPC LA S     -   597,401.08  2,955,283.43   sFT  0.99992863   -0 30 53.9
 BK2784;UTM  15      - 3,334,327.290   561,326.211   MT  0.99964640   +0 19 11.0
 BK2784
 BK2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2784!SPC LA S     -   1.00000347  x   0.99992863  =   0.99993210
 BK2784!UTM  15      -   1.00000347  x   0.99964640  =   0.99964987
 BK2784
 BK2784:                Primary Azimuth Mark                     Grid Az
 BK2784:SPC LA S     -  CROWLEY STANDARD RICE CO TANK            004 16 00.4
 BK2784:UTM  15      -  CROWLEY STANDARD RICE CO TANK            003 25 55.5
 BK2784
 BK2784|---------------------------------------------------------------------|
 BK2784| PID    Reference Object                     Distance      Geod. Az  |
 BK2784|                                                           dddmmss.s |
 BK2784| BK2782 CROWLEY STANDARD RICE CO TANK       APPROX. 8.3 KM 0034506.5 |
 BK2784| BK2783 RAYNE CITY WATER AND LT CO TK       APPROX.13.8 KM 0393026.0 |
 BK2784| BK2787 RAYNE LA ST RICE MILL WATER TK      APPROX.14.4 KM 0412859.2 |
 BK2784| CW1132 BOULET RM 1 RESET                    66.122 METERS 09727     |
 BK2784| CW1131 BOULET RM 1                                        0973920.3 |
 BK2784| BK2804 KAPLAN MUNICIPAL TANK               APPROX.17.1 KM 1532133.9 |
 BK2784| BK0296 VINCENT                             APPROX.15.0 KM 1674439.8 |
 BK2784| CW1133 BOULET RM 2                          64.945 METERS 21216     |
 BK2784| BK2813 ROLLER CANAL PUMPING STA STACK      APPROX. 9.3 KM 3293519.0 |
 BK2784| BK2812 CROWLEY MUTUAL RICE CO TANK         APPROX. 7.5 KM 3484733.6 |
 BK2784| BK2789 CROWLEY LOUISIANA RICE CO TANK      APPROX. 7.6 KM 3520830.1 |
 BK2784| BK2781 CROWLEY MUNICIPAL STANDPIPE         APPROX. 8.4 KM 3523324.1 |
 BK2784|---------------------------------------------------------------------|
 BK2784
 BK2784                          SUPERSEDED SURVEY CONTROL
 BK2784
 BK2784  NAD 83(1986)-  30 08 19.39128(N)    092 21 47.76488(W) AD(       ) 1
 BK2784  NAD 27      -  30 08 18.65236(N)    092 21 47.29167(W) AD(       ) 1
 BK2784  NGVD 29 (07/19/86)    5.12   (m)           16.8    (f) LEVELING    3  
 BK2784
 BK2784.Superseded values are not recommended for survey control.
 BK2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2784.See file dsdata.txt to determine how the superseded data were derived.
 BK2784
 BK2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6132634327(NAD 83)
 BK2784_MARKER: DS = TRIANGULATION STATION DISK
 BK2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2784
 BK2784  HISTORY     - Date     Condition        Report By
 BK2784  HISTORY     - 1931     MONUMENTED       CGS
 BK2784  HISTORY     - 1934     GOOD             CGS
 BK2784  HISTORY     - 1934     GOOD             CGS
 BK2784  HISTORY     - 1934     GOOD             LAGS
 BK2784  HISTORY     - 1936     GOOD             LAGS
 BK2784  HISTORY     - 1962     SEE DESCRIPTION  CGS
 BK2784  HISTORY     - 1969     GOOD             CGS
 BK2784
 BK2784                          STATION DESCRIPTION
 BK2784
 BK2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK2784'STATION IS ABOUT 5 MILES S OF CROWLEY, ON THE W SIDE OF STATE
 BK2784'HIGHWAY 26, ON PROPERTY OWNED AND OCCUPIED BY EARL BROULET.  THE
 BK2784'STATION IS ABOUT 60 YARDS NW OF HOUSE, 20 YARDS NNW OF PUMP,
 BK2784'14.42 METERS (47.3 FEET) N OF FENCE LINE, 13.39 METERS (43.9
 BK2784'FEET) E OF W FENCE LINE, AND 18.83 METERS (61.8 FEET) NE OF
 BK2784'GATE IN CORNER LEADING INTO PASTURE IN WHICH REFERENCE MARK NO.
 BK2784'2 IS LOCATED.
 BK2784'
 BK2784'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 BK2784'CONCRETE.
 BK2784'
 BK2784'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 BK2784'
 BK2784'REFERENCE MARK NO. 1 IS 11.40 METERS (37.4 FEET) N OF CENTER
 BK2784'OF E AND W SECTION-LINE ROAD, 0.33 METER (1.1 FEET) N OF FENCE
 BK2784'LINE, 8.60 METERS (28.2 FEET) W OF FLOOD CANAL FENCE LINE, AND
 BK2784'0.3 MILE FROM STATION S 82 DEG 21 MIN E.
 BK2784'
 BK2784'REFERENCE MARK NO. 2 IS IN PASTURE, 0.31 METER (1.0 FOOT) N
 BK2784'OF FENCE, 7.51 METERS (24.6 FEET) N OF CENTER LINE OF SECTIONLINE
 BK2784'ROAD, 21.74 METERS (71.3 FEET) W OF FENCE LINE, AND 177 FEET
 BK2784'FROM STATION S 32 DEG 16 MIN W.  THE FOLLOWING BEARINGS
 BK2784'ARE FROM THE STATION--CROWLEY, MUTUAL RICE CO. TANK, DISTANT
 BK2784'5 MILES, N 11 DEG 12 MIN W.  CROWLEY, LOUISIANA RICE CO.
 BK2784'TANK, DISTANT 5 MILES, N 27 DEG 51 MIN W.
 BK2784
 BK2784                          STATION RECOVERY (1934)
 BK2784
 BK2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2784'STATION IS LOCATED 5.5 MILES S OF CROWLEY ALONG STATE HIGHWAY 26,
 BK2784'AT INTERSECTION OF STATE HIGHWAY 26 WITH GRAVEL ROAD TO PETRY
 BK2784'BRIDGE, ON LAND BELONGING TO EARL BOULET.  MARK IS SET IN
 BK2784'BARNYARD 71 FEET W OF GATE TO BARNYARD, 44 FEET E OF N-S
 BK2784'FENCE LINE OF PIG-STY, 47 FEET N OF E-W GARDEN FENCE, AND 71
 BK2784'FEET S OF STORAGE SHED.
 BK2784'
 BK2784'REFERENCE MARK NO. 1 (1931) IS 0.2 MILE E ALONG PETRY BRIDGE
 BK2784'ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY 26, 20 FEET W OF
 BK2784'W EDGE OF ROAD BRIDGE, 36 FEET N OF CENTER LINE OF ROAD, ON W
 BK2784'SLOPE OF W BANK OF DITCH, IN E-W FENCE LINE.
 BK2784'
 BK2784'REFERENCE MARK NO. 1 (1934) IS 66.122 METERS (216.96 FEET)
 BK2784'E OF STATION AT N FENCE CORNER OF MR. BOULETS YARD, 123 FEET W
 BK2784'OF CENTER LINE OF STATE HIGHWAY 26.
 BK2784'
 BK2784'REFERENCE MARK NO. 2 (1931) 64.945 METERS (213.08 FEET) SW
 BK2784'OF STATION, 71 FEET W OF N-S GARDEN FENCE, 23 FEET N OF E-W
 BK2784'DIRT ROAD, IN S FENCE LINE OF PASTURE.
 BK2784
 BK2784                          STATION RECOVERY (1934)
 BK2784
 BK2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 BK2784'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.  STATION
 BK2784'MARK IS FLUSH WITH GROUND, AND SIGNAL FOUNDATION HOLES
 BK2784'ARE STILL VISIBLE.
 BK2784'
 BK2784'REACHED FROM CROWLEY BY GOING S 5.5 MILES ON STATE HIGHWAY
 BK2784'26 FROM ITS INTERSECTION WITH U.S. HIGHWAY 90.
 BK2784'
 BK2784'STATION IS ON PROPERTY OWNED AND OCCUPIED BY EARL BOULET.
 BK2784
 BK2784                          STATION RECOVERY (1934)
 BK2784
 BK2784'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BK2784'STATION RECOVERED AS DESCRIBED.
 BK2784
 BK2784                          STATION RECOVERY (1936)
 BK2784
 BK2784'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2784'STATION FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION STILL
 BK2784'APPLIES.
 BK2784
 BK2784                          STATION RECOVERY (1962)
 BK2784
 BK2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DPO)
 BK2784'BARN HAS BEEN BUILT OVER THE STATION.
 BK2784'
 BK2784'REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 BK2784
 BK2784                          STATION RECOVERY (1969)
 BK2784
 BK2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2784'THE STATION MARK AND REFERENCE MARK 1 1934 WERE RECOVERED AND FOUND
 BK2784'TO BE IN GOOD CONDITION.  REFERENCE MARK 1 1931, ORIGINALLY USED FOR
 BK2784'AN AZIMUTH MARK, AND REFERENCE MARK 2 1931 WERE SEARCHED FOR BUT
 BK2784'NOT FOUND AND ARE BELIEVED LOST.
 BK2784'
 BK2784'A BARN HAS BEEN BUILT OVER THE STATION AND REFERENCE MARK 1 1934 IS
 BK2784'NOT VISIBLE NOR IS IT VISIBLE TO BOULET 2 ESTABLISHED BY THIS PARTY.
 BK2784'
 BK2784'A TRAVERSE CONNECTION WAS MADE BETWEEN BOULET 1931 AND BOULET 2, THE
 BK2784'DISTANCE BEING 24.674 METERS OR (80.95 FEET) SOUTHEAST OF BOULET
 BK2784'1931.
 BK2784'
 BK2784'FOR TO REACH SEE DESCRIPTION OF BOULET 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2802 ***********************************************************************
 BK2802  DESIGNATION -  BOULET 2 RESET
 BK2802  PID         -  BK2802
 BK2802  STATE/COUNTY-  LA/ACADIA
 BK2802  USGS QUAD   -  CROWLEY EAST (1983)
 BK2802
 BK2802                         *CURRENT SURVEY CONTROL
 BK2802  ___________________________________________________________________
 BK2802* NAD 83(1992)-  30 08 18.76732(N)    092 21 47.16559(W)     ADJUSTED  
 BK2802* NAVD 88     -         5.11   (+/-2cm)      16.8  **(feet)  VERTCON   
 BK2802  **This station is located in a subsidence area (see below).
 BK2802  ___________________________________________________________________
 BK2802  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2802  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2802
 BK2802  HORZ ORDER  -  SECOND
 BK2802  VERT ORDER  -  THIRD ? (See Below)
 BK2802
 BK2802.The horizontal coordinates were established by classical geodetic methods
 BK2802.and adjusted by the National Geodetic Survey in January 1993..
 BK2802
 BK2802 ** The orthometric height has not been validated since last determined
 BK2802 ** by differential leveling and should not be used for control purposes.
 BK2802 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2802 ** area with valid NAVD 88 orthometric heights.
 BK2802 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2802 ** epoch indicated which incorporates improved geoid heights for the
 BK2802 ** Southern Louisiana Subsidence area.
 BK2802 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2802.The vertical order pertains to the NGVD 29 superseded value.
 BK2802
 BK2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2802
 BK2802.The geoid height was determined by GEOID03.
 BK2802
 BK2802;                    North         East     Units Scale Factor Converg.
 BK2802;SPC LA S     -   182,069.458   900,788.219   MT  0.99992862   -0 30 53.6
 BK2802;SPC LA S     -   597,339.55  2,955,336.02   sFT  0.99992862   -0 30 53.6
 BK2802;UTM  15      - 3,334,308.775   561,342.506   MT  0.99964642   +0 19 11.3
 BK2802
 BK2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2802!SPC LA S     -   1.00000347  x   0.99992862  =   0.99993209
 BK2802!UTM  15      -   1.00000347  x   0.99964642  =   0.99964989
 BK2802
 BK2802:                Primary Azimuth Mark                     Grid Az
 BK2802:SPC LA S     -  FREELAND RM 4                            000 37 14.5
 BK2802:UTM  15      -  FREELAND RM 4                            359 47 09.6
 BK2802
 BK2802|---------------------------------------------------------------------|
 BK2802| PID    Reference Object                     Distance      Geod. Az  |
 BK2802|                                                           dddmmss.s |
 BK2802| BK2800 FREELAND RM 4                       APPROX.11.5 KM 0000620.9 |
 BK2802| BK2798 CROWLEY RAD STA KSIG MAST           APPROX.10.1 KM 0003726.1 |
 BK2802| BK2794 CROWLEY TEXAS GAS MW MAST           APPROX.11.0 KM 0224148.3 |
 BK2802| CW1135 BOULET 2 RM 3                        27.905 METERS 03441     |
 BK2802| BK2792 RAYNE RIMMER GAR KLI 535 MAST       APPROX.12.5 KM 0370935.6 |
 BK2802| BK2791 RAYNE MUN TANK                      APPROX.13.7 KM 0390130.3 |
 BK2802| BK2790 RAYNE RIVIANA TANK                  APPROX.14.5 KM 0411706.3 |
 BK2802| BK2780 RAYNE DRESSER RAD KCY 379 MAST      APPROX.15.5 KM 0462238.2 |
 BK2802| BK2779 RAYNE CABLE TV MAST                 APPROX.16.7 KM 0480149.2 |
 BK2802| BK2770 DUSON MUN TANK                      APPROX.20.8 KM 0584338.2 |
 BK2802| CW1137 BOULET 2 RM 5                        24.976 METERS 15405     |
 BK2802| CW1134 BOULET 2 AZ MK                                     2750415.4 |
 BK2802| CW1136 BOULET 2 RM 4                        24.705 METERS 29609     |
 BK2802| BK2784 BOULET                               24.674 METERS 31858     |
 BK2802| BK2816 CROWLEY CABLE TV MAST               APPROX. 9.1 KM 3351132.0 |
 BK2802| BK2815 CROWLEY MUN TANK                    APPROX. 8.6 KM 3454825.9 |
 BK2802| BK2789 CROWLEY LOUISIANA RICE CO TANK      APPROX. 7.6 KM 3520226.1 |
 BK2802| BK2803 CROWLEY ST MICHAELS CH DOME         APPROX. 8.3 KM 3522210.4 |
 BK2802|---------------------------------------------------------------------|
 BK2802
 BK2802                          SUPERSEDED SURVEY CONTROL
 BK2802
 BK2802  NAD 83(1986)-  30 08 18.78682(N)    092 21 47.15968(W) AD(       ) 2
 BK2802  NAD 27      -  30 08 18.04789(N)    092 21 46.68648(W) AD(       ) 2
 BK2802  NGVD 29 (07/19/86)    5.10   (m)           16.7    (f) LEVELING    3  
 BK2802
 BK2802.Superseded values are not recommended for survey control.
 BK2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2802.See file dsdata.txt to determine how the superseded data were derived.
 BK2802
 BK2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6134334309(NAD 83)
 BK2802_MARKER: DS = TRIANGULATION STATION DISK
 BK2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2802
 BK2802  HISTORY     - Date     Condition        Report By
 BK2802  HISTORY     - 1969     MONUMENTED       CGS
 BK2802  HISTORY     - 1977     SEE DESCRIPTION  NGS
 BK2802
 BK2802                          STATION DESCRIPTION
 BK2802
 BK2802'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2802'THE STATION IS ABOUT 9-1/2 MILES SOUTHWEST OF RAYNE, 6 MILES
 BK2802'SOUTHEAST OF ESTHERWOOD, 5 MILES SOUTH OF CROWLEY AND IN A BARN YARD
 BK2802'ON LAND OWNED BY W. BOULET.
 BK2802'
 BK2802'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK2802'HIGHWAY 13 AT THE EAST EDGE OF CROWLEY, GO SOUTH ON HIGHWAY 13 FOR
 BK2802'5.4 MILES TO A CROSSROAD AND 1 V5 (LDH) IN THE SOUTHWEST ANGLE OF
 BK2802'CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVELLED ROAD FOR 0.05 MILE
 BK2802'TO A CATTLE GUARD ON RIGHT AND THE RESIDENCE OF W. BOULET.  TURN
 BK2802'RIGHT, CROSSING CATTLE GUARD, AND GO NORTH FOR ABOUT 150 FEET TO
 BK2802'BARN YARD AND THE STATION.
 BK2802'
 BK2802'STATION MARK IS A STANDARD DISK, STAMPED BOULET 2 1969, SET IN THE
 BK2802'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 BK2802'THE GROUND.  IT IS 165 FEET NORTH OF THE CENTER OF GRAVELLED ROAD
 BK2802'LEADING WEST, 90.2 FEET SOUTHWEST OF A POWER LOINE POLE WITH A
 BK2802'TRANSFORMER, 50.0 FEET WEST OF A WIRE FENCE, 32.7 FEET NORTH OF A
 BK2802'BOARD FENCE AND 44.0 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 BK2802'OF A METAL BARN.  THE UNDERGROUND STATION MARK IS SET IN AN
 BK2802'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 BK2802'
 BK2802'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BOULET 2 NO 3 1969, SET
 BK2802'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 BK2802'2 INCHES.  IT IS 50.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 BK2802'BARN, 14.0 FEET SOUTH OF A T-JUNCTION OF FENCE LINES, 2.5 FEET
 BK2802'NORTHWEST OF THE POWER LINE POLE AND 1.0 FOOT WEST OF THE WIRE
 BK2802'FENCE.
 BK2802'
 BK2802'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BOULET 2 NO 4 1969, SET
 BK2802'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BK2802'FLUSH.  IT IS 23.0 FEET NORTHWEST OF A NORTH GATE POST, 17.4 FEET
 BK2802'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF BARN AND 5.0 FEET
 BK2802'SOUTH OF A ROUND METAL GRAIN BIN.
 BK2802'
 BK2802'1 V5 (LDH) IS A BENCH MARK DISK OF THE LOUISIANA DEPARTMENT OF
 BK2802'HIGHWAYS, STAMPED 1 V5 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BK2802'CONCRETE MONUMENT, THAT PROJECTS 6 INCHES.  IT IS 85.0 FEET WEST OF
 BK2802'THE CENTERLINE OF HIGHWAY 13, 59 FEET SOUTH OF THE CENTER OF A
 BK2802'GRAVELLED ROAD, 2.4 FEET EAST OF A FENCE AND 1.0 FOOT EAST OF A
 BK2802'METAL WITNESS POST.
 BK2802'
 BK2802'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOULET 2 1969, SET IN THE
 BK2802'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 6
 BK2802'INCHES.  IT IS 41.0 FEET EAST OF A FENCE CORNER POST, 24 FEET NORTH
 BK2802'OF THE CENTER OF A GRAVELLED ROAD, 2.8 FEET NORTH OF A FENCE AND 4
 BK2802'FEET NORTH OF A METAL WITNESS POST.  TO REACH THE MARK FROM THE
 BK2802'STATION, GO WEST ON GRAVELLED ROAD FOR 0.45 MILE TO THE MARK ON
 BK2802'THE RIGHT.
 BK2802'
 BK2802'BOULET 1931, IS A STANDARD DISK, STAMPED BOULET 1931, SET IN THE TOP
 BK2802'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS ABOUT 1-1/2 FEET
 BK2802'BELOW THE GROUND FLOOR OF A BARN WHICH HAS BEEN BUILT OVER THE
 BK2802'MARK.  IT IS 11.1 FEET WEST OF THE CENTER OF THE CENTER SUPPORT POLE
 BK2802'AT THE WEST WING OF THE BARN, 19.3 FEET SOUTH OF A CENTER SUPPORT
 BK2802'POLE AT THE NORTH WALL OF BARN AND 2.3 FEET EAST OF THE WEST WALL
 BK2802'OF BARN.
 BK2802'
 BK2802'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO A
 BK2802'BUILDING ON LINE.
 BK2802'
 BK2802'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BK2802
 BK2802                          STATION RECOVERY (1977)
 BK2802
 BK2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BK2802'THE STATION WAS VISITED AND THE AZIMUTH MARK, 1V5 (LDH), REFERENCE
 BK2802'MARK NO. 3 AND STATION BOULET 1931 WERE FOUND IN GOOD CONDITION.
 BK2802'THE STATION WAS COVERED WITH A TENNIS COURT BUILT IN THE AREA.  THE
 BK2802'STATION WAS REPLACED IN ITS ORIGINAL POSITION BY THE MEASUREMENTS
 BK2802'AND ANGLE FROM REFERENCE MARK NO. 3 AND STATION BOULET 1931.
 BK2802'REFERENCE MARK NO. 4 IS NOW UNDER A NEW TIN BUILDING BUILT IN
 BK2802'THE AREA.  REFERENCE MARK NO. 5 WAS ESTABLISHED AT THIS DATE.  A
 BK2802'NEW DESCRIPTION FOLLOWS--
 BK2802'
 BK2802'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHWEST OF RAYNE, 6 MILES
 BK2802'SOUTHEAST OF ESTERWOOD AND 5 MILES SOUTH OF CROWLEY ON LAND OWNED BY
 BK2802'MR. W. BOULET.  IT IS ABOUT IN THE CENTER OF A TENNIS COURT IN THE
 BK2802'BARK YARD OF MR. BOULET HOME 57 FEET SOUTH OF THE NORTH EDGE OF
 BK2802'THE COURT, 33 FEET WEST OF THE EAST EDGE OF THE COURT, 26.4 FEET
 BK2802'EAST OF THE WEST SIDE OF THE COURT AND 63.5 FEET NORTH OF THE SOUTH
 BK2802'EDGE OF THE COURT.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 BK2802'THE CONCRETE TENNIS COURT.  IT IS FLUSH WITH THE CONCRETE AND
 BK2802'STAMPED BOULET 2 1969 1977.
 BK2802'
 BK2802'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK2802'HIGHWAY 13 AT THE EAST EDGE OF CROWLEY, GO SOUTH ON STATE HIGHWAY
 BK2802'13 FOR 5.4 MILES TO A CROSSROADS AND LDH 1V5 IN THE SOUTHWEST ANGLE
 BK2802'OF THE CROSS ROADS, TURN RIGHT AND GO WEST FOR 0.05 MILE TO A
 BK2802'DRIVEWAY ON THE RIGHT AND THE STATION IN THE TENNIS COURT ON THE
 BK2802'RIGHT, CONTINUE WEST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 BK2802'RIGHT.
 BK2802'
 BK2802'REFERENCE MARK NO. 3 IS 91.56 FEET NORTHEAST OF THE STATION, 25.3
 BK2802'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TENNIS COURT, 0.6 FOOT
 BK2802'NORTHWEST OF POWER POLE NO. 3/88/58 WITH A TRANSFORMER AND 15 FEET
 BK2802'SOUTHEAST OF THE NORTHEAST CORNER OF A GARDEN PLOT.  IT IS STAMPED
 BK2802'BOULET 2 NO 3 1969, SET IN THE TOP OF A CONCRETE FLUSH WITH THE
 BK2802'GROUND.
 BK2802'
 BK2802'REFERENCE MARK NO. 5 IS 81.94 FEET SOUTHEAST OF THE STATION, 10 FEET
 BK2802'SOUTHEAST OF THE SOUTHEAST CORNER OF THE TENNIS COURT, AND 5 FEET
 BK2802'WEST-NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE BLOCKHOUSE.
 BK2802'IT IS A REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 BK2802'WALKWAY BETWEEN THE CONCRETE BLOCK BUILDING AND THE TENNIS COURT.
 BK2802'IT IS STAMPED BOULET 2 NO 5 1969 1977.
 BK2802'
 BK2802'1V5 (LDH) IS A LOUISIANA STATE HIGHWAY BENCH MARK DISK SET IN THE
 BK2802'TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 85
 BK2802'FEET WEST OF THE CENTER OF STATE HIGHWAY 13, 59 FEET SOUTH OF THE
 BK2802'CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF A METAL WITNESS
 BK2802'POST.  IT IS STAMPED 1V5 1968.
 BK2802'
 BK2802'TRIANGULATION STATION BOULET 1931 IS 80.95 FEET NORTHWEST OF THE
 BK2802'STATION.  IT IS 1.2 FEET EAST OF THE EAST WALL OF THE LARGE TIN
 BK2802'BUILDING, 27 FEET SOUTH OF THE NORTHEAST CORNER OF THE TIN
 BK2802'BUILDING, 45.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE TIN
 BK2802'BUILDING AND 30 FEET WEST OF THE NORTHWEST CORNER OF THE TENNIS
 BK2802'COURT.  IT IS A TRIANGULATION DISK SET IN THE TOP OF A 12-INCH
 BK2802'SQUARE CONCRETE POST, STAMPED BOULET 1931.
 BK2802'
 BK2802'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 BK2802'CROWLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0718 ***********************************************************************
 CP0718  DESIGNATION -  BOUNDARY PIPE
 CP0718  PID         -  CP0718
 CP0718  STATE/COUNTY-  LA/MADISON
 CP0718  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0718
 CP0718                         *CURRENT SURVEY CONTROL
 CP0718  ___________________________________________________________________
 CP0718* NAD 83(1986)-  32 15 35.     (N)    090 59 09.     (W)     SCALED    
 CP0718* NAVD 88     -        32.41   (+/-2cm)     106.3    (feet)  VERTCON   
 CP0718  ___________________________________________________________________
 CP0718  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0718
 CP0718  VERT ORDER  -  ? (See Below)
 CP0718
 CP0718.The horizontal coordinates were scaled from a topographic map and have
 CP0718.an estimated accuracy of +/- 6 seconds.
 CP0718
 CP0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0718.The vertical order pertains to the NGVD 29 superseded value.
 CP0718
 CP0718.The geoid height was determined by GEOID03.
 CP0718
 CP0718;                    North         East    Units  Estimated Accuracy
 CP0718;SPC LA N     -   196,110.    1,142,660.      MT  (+/- 180 meters Scaled)
 CP0718
 CP0718                          SUPERSEDED SURVEY CONTROL
 CP0718
 CP0718  NGVD 29 (??/??/92)   32.444  (m)          106.44   (f) ADJ UNCH    ?  
 CP0718
 CP0718.Superseded values are not recommended for survey control.
 CP0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0718.See file dsdata.txt to determine how the superseded data were derived.
 CP0718
 CP0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR897710(NAD 83)
 CP0718_MARKER: B = BOLT
 CP0718_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0718_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0718
 CP0718  HISTORY     - Date     Condition        Report By
 CP0718  HISTORY     - UNK      MONUMENTED       DOD
 CP0718  HISTORY     - 1934     GOOD             DOD
 CP0718
 CP0718                          STATION DESCRIPTION
 CP0718
 CP0718'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0718'7.3 MI SW FROM DELTA POINT.
 CP0718'ABOUT 7.3 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0718'DELTA), MADISON PARISH, AT THE BOUNDARY LINE OF THE SECOND NEW ORLEANS
 CP0718'AND VICKSBURG ENGINEER DISTRICTS, ABOUT 1,500 FEET EAST OF P.B.M. 96 M
 CP0718'(U.S.E.), DESCRIBED BELOW, AT A PROMINENT ANGLE IN THE NEW LEVEE, ON
 CP0718'THE TOP OF THE IRON BOUNDARY PIPE, AND IN THE TOP OF THE CAP. A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2921 ***********************************************************************
 AU2921  DESIGNATION -  BOUR
 AU2921  PID         -  AU2921
 AU2921  STATE/COUNTY-  LA/LAFOURCHE
 AU2921  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2921
 AU2921                         *CURRENT SURVEY CONTROL
 AU2921  ___________________________________________________________________
 AU2921* NAD 83(1992)-  29 17 32.88604(N)    090 03 49.83669(W)     ADJUSTED  
 AU2921* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2921  **This station is located in a subsidence area (see below).
 AU2921  ___________________________________________________________________
 AU2921  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AU2921  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AU2921
 AU2921  HORZ ORDER  -  SECOND
 AU2921
 AU2921.The horizontal coordinates were established by classical geodetic methods
 AU2921.and adjusted by the National Geodetic Survey in January 1993..
 AU2921
 AU2921 ** The orthometric height has not been validated since last determined
 AU2921 ** by differential leveling and should not be used for control purposes.
 AU2921 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2921 ** area with valid NAVD 88 orthometric heights.
 AU2921 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2921 ** epoch indicated which incorporates improved geoid heights for the
 AU2921 ** Southern Louisiana Subsidence area.
 AU2921 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2921.The orthometric height was scaled from a topographic map.
 AU2921
 AU2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2921
 AU2921.The geoid height was determined by GEOID03.
 AU2921
 AU2921;                    North         East     Units Scale Factor Converg.
 AU2921;SPC LA S     -    88,526.095 1,123,345.560   MT  1.00000160   +0 38 05.1
 AU2921;SPC LA S     -   290,439.36  3,685,509.56   sFT  1.00000160   +0 38 05.1
 AU2921;UTM  15      - 3,243,967.169   785,238.230   MT  1.00060408   +1 26 15.1
 AU2921;UTM  16      - 3,244,285.394   202,351.304   MT  1.00069337   -1 30 00.5
 AU2921
 AU2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2921!SPC LA S     -   1.00000379  x   1.00000160  =   1.00000539
 AU2921!UTM  15      -   1.00000379  x   1.00060408  =   1.00060787
 AU2921!UTM  16      -   1.00000379  x   1.00069337  =   1.00069716
 AU2921
 AU2921|---------------------------------------------------------------------|
 AU2921| PID    Reference Object                     Distance      Geod. Az  |
 AU2921|                                                           dddmmss.s |
 AU2921| DD6391 BOUR RM 3                            13.106 METERS 00657     |
 AU2921| DD6390 BOUR RM 2                                          02958     |
 AU2921| AT1169 GRAND ISLE HUMBLE OIL CO TANK       APPROX. 9.9 KM 1211842.4 |
 AU2921| DD6389 BOUR RM 1                            24.422 METERS 27427     |
 AU2921|---------------------------------------------------------------------|
 AU2921
 AU2921                          SUPERSEDED SURVEY CONTROL
 AU2921
 AU2921  NAD 83(1986)-  29 17 32.90039(N)    090 03 49.84593(W) AD(       ) 2
 AU2921  NAD 27      -  29 17 32.08600(N)    090 03 49.57700(W) AD(       ) 2
 AU2921
 AU2921.Superseded values are not recommended for survey control.
 AU2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2921.See file dsdata.txt to determine how the superseded data were derived.
 AU2921
 AU2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8523843967(NAD 83)
 AU2921_MARKER: DS = TRIANGULATION STATION DISK
 AU2921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2921_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2921
 AU2921  HISTORY     - Date     Condition        Report By
 AU2921  HISTORY     - 1927     MONUMENTED       CGS
 AU2921  HISTORY     - 1940     GOOD             SHELL
 AU2921  HISTORY     - 1947     GOOD             BAKER
 AU2921  HISTORY     - 1952     GOOD             CGS
 AU2921  HISTORY     - 1952     GOOD             ATRECO
 AU2921  HISTORY     - 1952     GOOD             CGS
 AU2921  HISTORY     - 1955     GOOD             CGS
 AU2921  HISTORY     - 1965     GOOD             CGS
 AU2921
 AU2921                          STATION DESCRIPTION
 AU2921
 AU2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 AU2921'IN THE CENTER OF A CIRCULAR ISLAND AT THE HEAD OF BAY TAMBOUR
 AU2921'(WHICH IS AT THE NORTHERN END OF CAMINADA BAY).  IN 1927
 AU2921'THE STATION WAS ABOUT 37 METERS (120 FEET) FROM THE EASTERN
 AU2921'SHORE OF THE ISLAND, ABOUT 50 METERS (160 FEET) FROM THE
 AU2921'NORTHERN SHORE, ABOUT 40 METERS (130 FEET) FROM THE WESTERN
 AU2921'SHORE, AND ABOUT 50 METERS (160 FEET) FROM THE SOUTHERN
 AU2921'SHORE.  LOW MANGROVE BUSHES GROW AROUND THE EDGE OF THE
 AU2921'ISLAND BUT THE AREA SURROUNDING THE STATION IS COVERED WITH
 AU2921'LOW GRASS.  THE ISLAND IS APPROXIMATELY 100 METERS (330 FEET)
 AU2921'ACROSS AND WAS ORIGINALLY PART OF THE MAINLAND TO THE
 AU2921'WESTWARD.
 AU2921'
 AU2921'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU2921'IN CONCRETE IN THE TOP OF TILES, WHICH ARE FASTENED BY MEANS
 AU2921'OF CONCRETE TO THE UPPER END OF LONG WOODEN PILES DRIVEN
 AU2921'INTO THE MARSH.  REFERENCE MARK NO. 1 IS 24.42 METERS (80.1
 AU2921'FEET) FROM THE STATION S 94 DEG 27 MIN W.  REFERENCE
 AU2921'MARK NO. 2 IS 18.20 METERS (59.7 FEET) FROM THE STATION
 AU2921'N 30 DEG 10 MIN E.  THE MARK PROJECTS ABOUT 10 INCHES
 AU2921'ABOVE THE SURFACE OF THE GROUND.
 AU2921
 AU2921                          STATION RECOVERY (1940)
 AU2921
 AU2921'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2921'RECOVERED IN GOOD CONDITION.
 AU2921
 AU2921                          STATION RECOVERY (1947)
 AU2921
 AU2921'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947 (JCT)
 AU2921'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU2921
 AU2921                          STATION RECOVERY (1952)
 AU2921
 AU2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LM)
 AU2921'STATION WAS RECOVERED IN FEBRUARY 1952 AND WAS FOUND TO BE
 AU2921'IN GOOD CONDITION.  THE SMALL ISLAND THAT IT IS LOCATED ON,
 AU2921'HOWEVER, IS ERODING RAPIDLY AND WILL POSSIBLY BE WASHED
 AU2921'OUT WITHIN TEN YEARS.
 AU2921
 AU2921                          STATION RECOVERY (1952)
 AU2921
 AU2921'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1952 (RAW)
 AU2921'LETTER FROM MR. R.A. WATERHOUSE, ASSISTANT CHIEF SURVEYOR,
 AU2921'THE ATLANTIC REFINING COMPANY, DALLAS, TEXAS, DATED APRIL
 AU2921'29, 1952--
 AU2921'
 AU2921'STATION WHICH WAS SET IN THE APPROXIMATE CENTER OF AN ISLAND
 AU2921'HAVING A DIAMETER OF 330 FEET IS NOW STANDING UPON A VERY
 AU2921'SMALL ISLAND OF IRREGULAR SHAPE AND IS WITHIN 30 FEET OF THE
 AU2921'SHORE AT THE CLOSEST PLACE.
 AU2921
 AU2921                          STATION RECOVERY (1952)
 AU2921
 AU2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2921'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AU2921'REFERENCE MARK 2 WAS RECOVERED IN POOR CONDITION.  A COMPLETE
 AU2921'NEW DESCRIPTION FOLLOWS--
 AU2921'
 AU2921'STATION IS LOCATED ON A SMALL ISLAND IN THE N PART OF BAY
 AU2921'TAMBOUR, IN A GRASSY AREA BETWEEN TWO PATCHES OF MANGROVE,
 AU2921'AND 2 FT. W OF A 4- BY 4-IN. WOODEN WITNESS POST.  THE APPARENT
 AU2921'SHORELINE IS 84 FT. N 36 DEG 14 MIN W, 46 FT. N 59 DEG 31
 AU2921'MIN E, AND 31 FT. S 23 DEG W.  IT IS A STANDARD
 AU2921'DISK, STAMPED BOUR 1927 AND SET IN CONCRETE IN THE TOP OF
 AU2921'A 6-IN. TILE PROJECTING 4 IN. ABOVE THE GROUND.  THE TOP
 AU2921'OF THE MONUMENT IS BROKEN ON THE SIDE, BUT THE DISK IS FIRM.
 AU2921'
 AU2921'REFERENCE MARK 1 IS IN MANGROVE, AND 24.42 M. (80.1 FT.)
 AU2921'FROM THE STATION N 85 DEG 33 MIN W (ACCORDING TO THE
 AU2921'1933 DESCRIPTION).  IT IS A STANDARD DISK, STAMPED BOUR 1927
 AU2921'NO 1 AND SET IN CONCRETE IN THE TOP OF A 6-IN. TILE PROJECTING
 AU2921'3 IN. ABOVE THE GROUND.
 AU2921'
 AU2921'REFERENCE MARK 2 IS IN THE WATER, 1 FT. E OF THE E END OF
 AU2921'THE ISLAND, AND 18.20 M. (59.7 FT.) FROM THE STATION IN
 AU2921'N 30 DEG 10 MIN E (ACCORDING TO THE 1933 DESCRIPTION).
 AU2921'IT IS A STANDARD DISK, STAMPED BOUR 1927 NO 2 AND SET IN
 AU2921'CONCRETE IN THE TOP OF A 6-IN. IN DIAMETER (12-IN. LONG)
 AU2921'TILE ON THE TOP OF AN EXPOSED 4- BY 4-IN. PILE DRIVEN INTO
 AU2921'THE BOTTOM.
 AU2921'
 AU2921'ALL MONUMENTS ARE FASTENED BY MEANS OF CONCRETE TO THE TOPS
 AU2921'OF LONG PILES DRIVEN INTO THE GROUND.
 AU2921
 AU2921                          STATION RECOVERY (1955)
 AU2921
 AU2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2921'THE STATION MARK AND REFERENCE MARK NO. 1 WAS RECOVERED IN
 AU2921'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED IN POOR
 AU2921'CONDITION.  A NEW REFERENCE MARK WAS ESTABLISHED AND A NEW
 AU2921'DESCRIPTION FOLLOWS.
 AU2921'
 AU2921'THE STATION IS ABOUT 10.5 MILES EAST-NORTHEAST OF LEEVILLE,
 AU2921'7 MILES NORTHWEST OF GRAND ISLE, NEAR THE NORTH CENTRAL PART
 AU2921'OF BAY TAMBOUR, ON A SMALL TRIANGULAR SHAPED ISLAND WHICH
 AU2921'IS COVERED WITH MANGROVE AND GRASS.  THE ISLAND WAS COVERED
 AU2921'BY 1 FOOT OF WATER AT TIME OF OCCUPATION.
 AU2921'
 AU2921'THE STATION MARK, 110 FEET EAST OF THE WEST POINT
 AU2921'OF THE ISLAND, 50 FEET SOUTH OF THE NORTH SHORE LINE, 15
 AU2921'FEET NORTH OF THE SOUTH SHORE LINE, PROJECTS 4 INCHES AND
 AU2921'THE DISK IS STAMPED BOUR 1927.
 AU2921'
 AU2921'REFERENCE MARK NO. 1, WEST OF THE STATION, 35 FEET
 AU2921'SOUT OF THE NORTHWEST SHORE LINE, 5 FEET NORTH OF THE SOUTH
 AU2921'SHORE LINE, PROJECTS 3 INCHES AND THE DISK IS STAMPED BOUR
 AU2921'1927 NO 1.
 AU2921'
 AU2921'REFERENCE MARK NO. 2, NORTHEAST OF THE STATION, 6
 AU2921'FEET NORTHEAST OF THE NORTHEAST SHORE LINE, COVERED WITH
 AU2921'WATER, THE DISK IS STAMPED BOUR 1927 NO 2.
 AU2921'
 AU2921'REFERENCE MARK NO. 3, NORTH OF THE STATION, 25 FEET
 AU2921'WEST OF THE NORTHEAST SHORE LINE, PROJECTS 2.5 FEET AND THE
 AU2921'DISK IS STAMPED BOUR NO 3 1927.
 AU2921'
 AU2921'NOTE--OBSERVATIONS FROM 16 FT. TOWER, REFERENCE MARK NO. 2
 AU2921'COULD NOT BE MEASURED.  THE ISLAND IS COVERED WITH WATER
 AU2921'DURING STAGES OF HIGH TIDE.
 AU2921
 AU2921                          STATION RECOVERY (1965)
 AU2921
 AU2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU2921'THE ISLAND THAT THE STATION WAS ON IS COMPLETELY UNDER WATER
 AU2921'AND NONE OF THE MARKS WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2877 ***********************************************************************
 AU2877  DESIGNATION -  BOUTTE
 AU2877  PID         -  AU2877
 AU2877  STATE/COUNTY-  LA/ST CHARLES
 AU2877  USGS QUAD   -  LAKE CATAOUATCHE WES (1983)
 AU2877
 AU2877                         *CURRENT SURVEY CONTROL
 AU2877  ___________________________________________________________________
 AU2877* NAD 83(1992)-  29 49 03.85472(N)    090 21 38.69589(W)     ADJUSTED  
 AU2877* NAVD 88     -         0.4  **(meters)       1.   **(feet)  VERTCON   
 AU2877  **This station is located in a subsidence area (see below).
 AU2877  ___________________________________________________________________
 AU2877  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2877  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AU2877
 AU2877  HORZ ORDER  -  FIRST
 AU2877
 AU2877.The horizontal coordinates were established by classical geodetic methods
 AU2877.and adjusted by the National Geodetic Survey in January 1993..
 AU2877
 AU2877 ** The orthometric height has not been validated since last determined
 AU2877 ** by differential leveling and should not be used for control purposes.
 AU2877 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2877 ** area with valid NAVD 88 orthometric heights.
 AU2877 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2877 ** epoch indicated which incorporates improved geoid heights for the
 AU2877 ** Southern Louisiana Subsidence area.
 AU2877 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2877
 AU2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2877
 AU2877.The geoid height was determined by GEOID03.
 AU2877
 AU2877;                    North         East     Units Scale Factor Converg.
 AU2877;SPC LA S     -   146,462.845 1,094,004.432   MT  0.99993082   +0 29 10.7
 AU2877;SPC LA S     -   480,520.18  3,589,246.21   sFT  0.99993082   +0 29 10.7
 AU2877;UTM  15      - 3,301,511.813   755,059.458   MT  1.00040274   +1 18 47.0
 AU2877
 AU2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2877!SPC LA S     -   1.00000398  x   0.99993082  =   0.99993480
 AU2877!UTM  15      -   1.00000398  x   1.00040274  =   1.00040672
 AU2877
 AU2877|---------------------------------------------------------------------|
 AU2877| PID    Reference Object                     Distance      Geod. Az  |
 AU2877|                                                           dddmmss.s |
 AU2877| DD6392 BOUTTE RM 1                          28.377 METERS 00552     |
 AU2877| DD6393 BOUTTE RM 2                          29.980 METERS 27853     |
 AU2877| DD6394 BOUTTE RM 3                                        3571622.9 |
 AU2877|---------------------------------------------------------------------|
 AU2877
 AU2877                          SUPERSEDED SURVEY CONTROL
 AU2877
 AU2877  NAD 83(1986)-  29 49 03.87165(N)    090 21 38.69700(W) AD(       ) 1
 AU2877  NAD 27      -  29 49 03.12122(N)    090 21 38.40736(W) AD(       ) 1
 AU2877  NGVD 29 (07/19/86)    0.5    (m)            2.     (f) VERT ANG       
 AU2877
 AU2877.Superseded values are not recommended for survey control.
 AU2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2877.See file dsdata.txt to determine how the superseded data were derived.
 AU2877
 AU2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5505901512(NAD 83)
 AU2877_MARKER: DS = TRIANGULATION STATION DISK
 AU2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2877
 AU2877  HISTORY     - Date     Condition        Report By
 AU2877  HISTORY     - 1972     MONUMENTED       NGS
 AU2877
 AU2877                          STATION DESCRIPTION
 AU2877
 AU2877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2877'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 AU2877'
 AU2877'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF DES ALLEMANDS, 6
 AU2877'MILES SOUTH-SOUTHEAST OF BOUTTE, 3-1/2 MILES WEST-SOUTHWEST OF THE
 AU2877'SOUTHWEST BANK OF LAKE CATAOUATCHE, 3-1/2 MILES NORTHEAST OF BAYOU
 AU2877'GAUCHE AND ON A SMALL MAN MADE ISLAND THAT IS THE TURN-AROUND AT
 AU2877'THE END OF MAN MADE ROAD IT IS NEAR THE SITE OF A NOW DRY GAS WELL.
 AU2877'IT IS IN SECTION 40, T 14 S, R 21 E AND ON PROPERTY OF THE
 AU2877'SIMONEAUXS ESTATE.  ADDRESS OF THE ADMINSTRATOR MR. LEO
 AU2877'SIMONEAUX, BOX 7, BAYOU GAUCHE, DES ALLEMANDS, LA.  THE BUSINESS
 AU2877'PHONE NUMBER 483-9729.
 AU2877'
 AU2877'TO REACH THE STATION FROM THE POST OFFICE IN BOUTTE, GO SOUTHEAST ON
 AU2877'STATE HIGHWAY 52 FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 90.
 AU2877'TURN LEFT AND GO EAST-NORTHEAST ON U.S. HIGHWAY 90 FOR 2.35 MILES
 AU2877'TO A SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTHERLY ON ST. ANTHONY
 AU2877'FOR 0.1 MILE TO FIRST STREET.  TURN LEFT AND GO EAST ON FIRST
 AU2877'STREET FOR 0.15 MILE TO A CROSS STREET.  TURN RIGHT ON SHELL ROAD
 AU2877'PASSING THROUGH A LOCKED GATE.  CONTINUE SOUTHERLY ON SHELL
 AU2877'ROAD FOR 4.15 MILES TO A BRIDGE.  CROSS OVER BRIDGE AND GO SOUTH
 AU2877'ON SHELL ROAD FOR 0.6 MILE TO WHERE ROAD TURNS RIGHT, TURN RIGHT
 AU2877'PASSING A BATTERY OF GAS STORAGE TANKS AND GO WEST ON SHELL ROAD
 AU2877'FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON
 AU2877'MAN MADE ROAD FOR 1.4 MILE TO REFERENCE MARK 3 (AZIMUTH MARK) OF
 AU2877'WHICH IS SET IN THE MIDDLE OF THE ROAD.  CONTINUE SOUTHERLY ON
 AU2877'ROAD FOR 0.3 MILE TO STATION AT THE END OF ROAD, AS DESCRIBED.
 AU2877'
 AU2877'STATION MARKS ARE STANDARD DISKS STAMPED BOUTTE 1972.  THE SURFACE
 AU2877'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2877'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET SOUTHEAST OF
 AU2877'THE APPROXIMATE CENTER OF VEHICLE TURN-AROUND, 15 FEET WEST OF
 AU2877'THE WEST EDGE OF CANAL AND 7 FEET WEST-NORTHWEST OF METAL WITNESS
 AU2877'POST WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP
 AU2877'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AU2877'
 AU2877'REFERENCE MARK 1, A STANDARD DISK STAMPED BOUTTE NO 1 1972, IS SET IN
 AU2877'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 7
 AU2877'INCHES ABOVE THE GROUND SURFACE.  IT IS 5 FEET WEST OF THE WEST
 AU2877'EDGE OF CANAL AND 5 FEET EAST OF THE APPROXIMATE CENTER OF ROAD.
 AU2877'
 AU2877'REFERENCE MARK 2, A STANDARD DISK STAMPED BOUTTE NO 2 1972, IS SET IN
 AU2877'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 AU2877'INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET NORTH OF AN
 AU2877'ABANDONED GAS WELL AND 1.5 FEET EAST OF A METAL WITNESS POST WITH
 AU2877'SIGN ATTACHED.
 AU2877'
 AU2877'REFERENCE MARK 3, A STANDARD DISK STAMPED BOUTTE NO 3 1972, IS SET IN
 AU2877'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.
 AU2877'
 AU2877'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 AU2877'
 AU2877'THE MONUMENT IS SET FLUSH WITH THE GROUND SURFACE.  THE MARK IS SET
 AU2877'IN THE APPROXIMATE CENTER OF MAN MADE ROAD.  IT IS 8 FEET WEST OF
 AU2877'METAL WITNESS POST WITH SIGN ATTACHED.
 AU2877'
 AU2877'SNAKES ARE NUMEROUS AT THIS STATION.
 AU2877'
 AU2877'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0451 ***********************************************************************
 AU0451  DESIGNATION -  BOWIE 2
 AU0451  PID         -  AU0451
 AU0451  STATE/COUNTY-  LA/LAFOURCHE
 AU0451  USGS QUAD   -  LOCKPORT (1980)
 AU0451
 AU0451                         *CURRENT SURVEY CONTROL
 AU0451  ___________________________________________________________________
 AU0451* NAD 83(1992)-  29 42 20.67719(N)    090 37 20.45166(W)     ADJUSTED  
 AU0451* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0451  **This station is located in a subsidence area (see below).
 AU0451  ___________________________________________________________________
 AU0451  X           -     -60,222.954 (meters)                     COMP
 AU0451  Y           -  -5,544,144.316 (meters)                     COMP
 AU0451  Z           -   3,142,071.266 (meters)                     COMP
 AU0451  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU0451  ELLIP HEIGHT-         -25.09  (meters)          (09/30/02) GPS OBS
 AU0451  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AU0451  DYNAMIC HT  -           0.6   (meters)       2.    (feet)  COMP
 AU0451  MODELED GRAV-     979,303.8   (mgal)                       NAVD 88
 AU0451
 AU0451  HORZ ORDER  -  FIRST
 AU0451  VERT ORDER  -  THIRD (See Below)
 AU0451  ELLP ORDER  -  FOURTH    CLASS II
 AU0451
 AU0451.The horizontal coordinates were established by GPS observations
 AU0451.and adjusted by the National Geodetic Survey in January 1993..
 AU0451
 AU0451 ** The orthometric height has not been validated since last determined
 AU0451 ** by differential leveling and should not be used for control purposes.
 AU0451 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0451 ** area with valid NAVD 88 orthometric heights.
 AU0451 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0451 ** epoch indicated which incorporates improved geoid heights for the
 AU0451 ** Southern Louisiana Subsidence area.
 AU0451 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0451.The orthometric height was scaled from a topographic map.
 AU0451.The vertical order pertains to the first NAVD 88 superseded value.
 AU0451
 AU0451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0451
 AU0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0451
 AU0451.The ellipsoidal height was determined by GPS observations
 AU0451.and is referenced to NAD 83.
 AU0451
 AU0451.The geoid height was determined by GEOID03.
 AU0451
 AU0451.The dynamic height is computed by dividing the NAVD 88
 AU0451.geopotential number by the normal gravity value computed on the
 AU0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0451.degrees latitude (g = 980.6199 gals.).
 AU0451
 AU0451.The modeled gravity was interpolated from observed gravity values.
 AU0451
 AU0451;                    North         East     Units Scale Factor Converg.
 AU0451;SPC LA S     -   133,863.818 1,068,797.197   MT  0.99993893   +0 21 19.8
 AU0451;SPC LA S     -   439,184.88  3,506,545.47   sFT  0.99993893   +0 21 19.8
 AU0451;UTM  15      - 3,288,546.097   730,026.417   MT  1.00025290   +1 10 43.5
 AU0451
 AU0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0451!SPC LA S     -   1.00000394  x   0.99993893  =   0.99994287
 AU0451!UTM  15      -   1.00000394  x   1.00025290  =   1.00025684
 AU0451
 AU0451:                Primary Azimuth Mark                     Grid Az
 AU0451:SPC LA S     -  BOWIE 2 AZ MK                            030 01 02.3
 AU0451:UTM  15      -  BOWIE 2 AZ MK                            029 11 38.6
 AU0451
 AU0451|---------------------------------------------------------------------|
 AU0451| PID    Reference Object                     Distance      Geod. Az  |
 AU0451|                                                           dddmmss.s |
 AU0451| AU2101 BOWIE 2 AZ MK                       APPROX. 0.7 KM 0302222.1 |
 AU0451| AU1468 TT 18 F                             194.692 METERS 19613     |
 AU0451| AU3138 BOWIE                               175.024 METERS 20957     |
 AU0451| AU0458 BOWIE 2 RM 3                         20.362 METERS 26230     |
 AU0451| AU0460 BOWIE 2 RM 4                         28.164 METERS 31010     |
 AU0451|---------------------------------------------------------------------|
 AU0451
 AU0451                          SUPERSEDED SURVEY CONTROL
 AU0451
 AU0451  ELLIP H (01/21/93)  -25.08   (m)                       GP(       ) 4 2
 AU0451  NAD 83(1986)-  29 42 20.69744(N)    090 37 20.45419(W) AD(       ) 1
 AU0451  NAD 83(1986)-  29 42 20.70218(N)    090 37 20.45208(W) AD(       ) 3
 AU0451  NAD 27      -  29 42 19.93581(N)    090 37 20.13454(W) AD(       ) 1
 AU0451  NAVD 88 (06/15/91)    0.597  (m)            1.96   (f) UNKNOWN     1 2
 AU0451  NGVD 29 (??/??/??)    0.621  (m)            2.04   (f) ADJUSTED    1 2
 AU0451
 AU0451.Superseded values are not recommended for survey control.
 AU0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0451.See file dsdata.txt to determine how the superseded data were derived.
 AU0451
 AU0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3002688546(NAD 83)
 AU0451_MARKER: DH = HORIZONTAL CONTROL DISK
 AU0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0451_SP_SET: CONCRETE POST
 AU0451_STAMPING: BOWIE 2 1980
 AU0451_MARK LOGO: NGS   
 AU0451_PROJECTION: FLUSH
 AU0451_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0451+STABILITY: SURFACE MOTION
 AU0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0451+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1993
 AU0451
 AU0451  HISTORY     - Date     Condition        Report By
 AU0451  HISTORY     - 1980     MONUMENTED       NGS
 AU0451  HISTORY     - 19800212 GOOD             NGS
 AU0451  HISTORY     - 1982     GOOD             NGS
 AU0451  HISTORY     - 1987     GOOD             NGS
 AU0451  HISTORY     - 1987     GOOD             LADTD
 AU0451  HISTORY     - 19880920 GOOD             LADTD
 AU0451  HISTORY     - 19890113 GOOD
 AU0451  HISTORY     - 19930303 GOOD             NGS
 AU0451
 AU0451                          STATION DESCRIPTION
 AU0451
 AU0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AU0451'3.2 KM (2.0 MI) SW FROM RACELAND.
 AU0451'THE MARK IS 3.3 FT BELOW HIGHWAY.
 AU0451'3.2 KM (2.0 MI) SOUTHWEST ALONG STATE HIGHWAY 3198 FROM THEJUNCTION
 AU0451'OF STATE HIGHWAYS 1 AND 3198 IN RACELAND, 4.3 METERS (14.0 FT)
 AU0451'SOUTHWEST OF A POWER POLE WITH LAMP ATTACHED NEAR THE TOP, 19.2
 AU0451'METERS (63.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 20.1
 AU0451'METERS (66.0 FT) EAST FROM THE SOUTHEAST CORNER OF THE HOUSE, 12.6
 AU0451'METERS (41.5 FT) WEST FROM THE CENTER OF THE HIGHWAY, AND 7.6 METERS
 AU0451'(25.0 FT) SOUTH OF A FENCE POST.
 AU0451
 AU0451                          STATION RECOVERY (1980)
 AU0451
 AU0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AU0451'THE STATION IS LOCATED ABOUT 15.3 KM NORTHEAST OF HOUMA AND 3.2 KM
 AU0451'SOUTHWEST OF RACELAND, AT THE WEST EDGE OF RIGHT-OF-WAY OF STATE
 AU0451'HIGHWAY 3198 (OLD US HIGHWAY 90).
 AU0451' 
 AU0451'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3198 AND STATE
 AU0451'HIGHWAY 1 IN RACELAND, GO SOUTHWEST ON HIGHWAY 3198 FOR 3.2 KM (2.0
 AU0451'MI) TO THE STATION ON THE RIGHT, ABOUT 0.1 MILE BEFORE CROSSING BRIDGE
 AU0451'OVER BAYOU FOLSE.
 AU0451' 
 AU0451'THE STATION IS A STANDARD NGS DISK STAMPED--BOWIE 2, 1980--, SET INTO
 AU0451'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 AU0451'FLUSH WITH GROUND LOCATED 14 FT (4.3 M) SW FROM A POWER POLE WITH LAMP
 AU0451'ATTACHED NEAR THE TOP, 63 FT (19.2 M) SE FROM THE NE CORNER OF A
 AU0451'HOUSE, 66 FT (20.1 M) E FROM THE SE CORNER OF THE HOUSE, 41.5 FT (12.6
 AU0451'M) W FROM THE CENTER OF THE HIGHWAY, AND 25 FT (7.6 M) S FROM A FENCE
 AU0451'CORNER POST.
 AU0451' 
 AU0451'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--BOWIE 2 1980--,
 AU0451'IMBEDDED IN THE GROUND 3.5 FT (1.1 M) BELOW THE SURFACE.
 AU0451' 
 AU0451'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BOWIE NO 3 1980--,
 AU0451'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 AU0451'DIAMETER FLUSH WITH GROUND LOCATED 2.7 FT (.8 M) S FROM THE SE CORNER
 AU0451'OF THE HOUSE, 42.6 FT (13.0 M) E FROM THE SW CORNER OF THE HOUSE, 78.5
 AU0451'FT (23.9 M) WSW FROM THE POWER POLE WITH WITNESS SIGN AND LAMP
 AU0451'ATTACHED, AND 3 FT (.9 M) LOWER THAN THE STATION.
 AU0451' 
 AU0451'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--BOWIE NO 4 1980--,
 AU0451'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 AU0451'DIAMETER FLUSH WITH GROUND LOCATED 3.5 FT (1.1 M) SE FROM A POWER
 AU0451'POLE, 9.8 FT (3.0 M) NE FROM THE NORTHWEST CORNER OF THE HOUSE, 30.6
 AU0451'FT (9.3 M) NW FROM THE NORTHEAST CORNER OF THE HOUSE, 1.6 FT (.5 M)
 AU0451'SSW FROM A BOARD AND WIRE FENCE, AND 3 FT (.9 M) LOWER THAN THE
 AU0451'STATION.
 AU0451' 
 AU0451'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--BOWIE 2 1980--, SET INTO
 AU0451'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 AU0451'FLUSH WITH GROUND LOCATED 45 FT (13.7 M) S FROM THE SE CORNER OF A
 AU0451'BRIDGE, 34 FT (10.4 M) SE FROM THE CENTER OF THE HIGHWAY, AND 1.5 (.5
 AU0451'M) SW FROM A METAL WITNESS POST.
 AU0451' 
 AU0451'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON HIGHWAY
 AU0451'3198 FOR 0.8 KM TO THE AZIMUTH MARK ON THE RIGHT JUST BEFORE CROSSING
 AU0451'A BRIDGE OVER A CANAL (40 ARPENTS CANAL).
 AU0451
 AU0451                          STATION RECOVERY (1982)
 AU0451
 AU0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU0451'THE MARK IS 0.91 M BELOW HIGHWAY.
 AU0451'3.1 KILOMETERS (1.95 MILES) SOUTHWEST ALONG PARISH ROAD 3198 FROM THE
 AU0451'JUNCTION OF STATE HIGHWAY 1 IN RACELAND, TO THE MARK ON THE RIGHT, ON
 AU0451'THE PROPERTY OF A SINGLE STORY CONCRETE BLOCK HOUSE, 12.64 METERS
 AU0451'(41.5 FEET) NORTHWEST OF THE CENTER LINE OF PARISH ROAD 3198, 20.42
 AU0451'METERS (67.0 FEET) EAST OF BOWIE 2 RM 3, 19.20 METERS (63.0 FEET)
 AU0451'SOUTH-SOUTHEAST OF THE EAST CORNER OF THE HOUSE, 4.26 METERS (14.0
 AU0451'FEET) SOUTHWEST OF A POWER POLE WITH A SECURITY LIGHT, 7.62 METERS
 AU0451'(25.0 FEET) SOUTHWEST OF THE SOUTH CORNER POST OF A BARB WIRE FENCE.
 AU0451
 AU0451                          STATION RECOVERY (1987)
 AU0451
 AU0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 AU0451'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AU0451'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 AU0451'OBSERVATIONS.
 AU0451'
 AU0451'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI)
 AU0451'NORTHEAST OF HOUMA, 3.2 KM (2 MI) SOUTHWEST OF RACELAND AND AT THE
 AU0451'WEST EDGE OF RIGHT-OF-WAY OF STATE HIGHWAY 3198 (OLD U.S. HIGHWAY
 AU0451'90).
 AU0451'OWNERSHIP--MR. DON PERTUIT, PHONE 504-537-6189.
 AU0451'
 AU0451'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3198 AND
 AU0451'STATE HIGHWAY 1 IN RACELAND, GO SOUTHWEST ON HIGHWAY 3198 FOR 3.2
 AU0451'KM (2.0 MI) TO THE STATION ON THE RIGHT, ABOUT 0.2 KM (0.1 MI)
 AU0451'BEFORE CROSSING BRIDGE OVER BAYOU FOLSE.
 AU0451'
 AU0451'THE STATION IS A STANDARD NGS DISK
 AU0451'STAMPED---BOWIE 2 1980---,
 AU0451'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU0451'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU0451'20.1 METERS (66 FT) EAST FROM THE SOUTHEAST CORNER OF THE HOUSE,
 AU0451'19.2 METERS (63 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 AU0451'HOUSE,
 AU0451'12.6 METERS (41.5 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 AU0451'7.6 METERS (25 FT) SOUTH FROM A FENCE CORNER POST AND
 AU0451'4.3 METERS (14 FT) SOUTHWEST FROM A POWER POLE WITH LAMP ATTACHED
 AU0451'NEAR THE TOP.
 AU0451'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU0451'STAMPED---BOWIE 2 1980---,
 AU0451'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AU0451'
 AU0451'DESCRIBED BY J.E. FUCHS, TYPED BY DEW.
 AU0451
 AU0451                          STATION RECOVERY (1987)
 AU0451
 AU0451'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU0451'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU0451
 AU0451                          STATION RECOVERY (1988)
 AU0451
 AU0451'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU0451'THE STATION IS LOCATED 15.3 KM (9.50 MI) NORTHEAST OF HOUMA AND 3.2 KM
 AU0451'(2.00 MI) SOUTHWEST OF RACELAND AT THE WEST EDGE OF THE RIGHT-OF-WAY
 AU0451'FOR STATE HIGHWAY 3198 (OLD U S HIGHWAY 90).  OWNERSHIP--LOUISIANA
 AU0451'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU0451'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3198 AND 1 IN
 AU0451'RACELAND GO SOUTHWEST ON HIGHWAY 3198 FOR 3.2 KM (2.00 MI) TO THE
 AU0451'STATION ON THE RIGHT ABOUT 0.2 KM (0.10 MI) BEFORE CROSSING THE BRIDGE
 AU0451'OVER BAYOU FOLSE.
 AU0451'THE STATION IS 20.1 M (65.9 FT) EAST OF THE SOUTHEAST CORNER OF A
 AU0451'HOUSE, 19.2 M (63.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 AU0451'12.6 M (41.3 FT) WEST FROM THE CENTER OF THE HIGHWAY, 7.6 M (24.9 FT)
 AU0451'SOUTH OF A FENCE CORNER AND 4.3 M (14.1 FT) SOUTHWEST FROM A POWER
 AU0451'POLE WITH A SECURITY LIGHT ATTACHED.  THE REFERENCE MARKS WERE NOT
 AU0451'SEARCHED FOR THIS DATE.
 AU0451
 AU0451                          STATION RECOVERY (1989)
 AU0451
 AU0451'RECOVERED 1989
 AU0451'RECOVERED IN GOOD CONDITION.
 AU0451
 AU0451                          STATION RECOVERY (1993)
 AU0451
 AU0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0451'3.1 KM (1.90 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 3198 FROM THE
 AU0451'JUNCTION OF STATE HIGHWAY 1 IN RACELAND, 30.6 M (100.4 FT) NORTHEAST
 AU0451'OF THE CENTER OF A DRIVEWAY, 28.2 M (92.5 FT) SOUTHEAST OF REFERENCE
 AU0451'MARK 4, 20.4 M (66.9 FT) EAST OF REFERENCE MARK 3, 19.2 M (63.0 FT)
 AU0451'SOUTHEAST OF THE EAST CORNER OF A HOUSE, 12.6 M (41.3 FT) NORTHWEST
 AU0451'OF THE CENTERLINE OF THE HIGHWAY, 4.2 M (13.8 FT) SOUTHWEST OF
 AU0451'UTILITY POLE NUMBER 35 WITH A WITNESS SIGN ATTACHED, 0.9 M (3.0 FT)
 AU0451'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AU0451'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2101 ***********************************************************************
 AU2101  DESIGNATION -  BOWIE 2 AZ MK
 AU2101  PID         -  AU2101
 AU2101  STATE/COUNTY-  LA/LAFOURCHE
 AU2101  USGS QUAD   -  LOCKPORT (1980)
 AU2101
 AU2101                         *CURRENT SURVEY CONTROL
 AU2101  ___________________________________________________________________
 AU2101* NAD 83(1992)-  29 42 41.58007(N)    090 37 06.41825(W)     ADJUSTED  
 AU2101* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2101  **This station is located in a subsidence area (see below).
 AU2101  ___________________________________________________________________
 AU2101  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2101  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU2101  DYNAMIC HT  -           1.4   (meters)       5.    (feet)  COMP
 AU2101  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 AU2101
 AU2101  HORZ ORDER  -  THIRD
 AU2101  VERT ORDER  -  THIRD (See Below)
 AU2101
 AU2101.The horizontal coordinates were established by classical geodetic methods
 AU2101.and adjusted by the National Geodetic Survey in January 1993..
 AU2101.No horizontal observational check was made to the station.
 AU2101
 AU2101 ** The orthometric height has not been validated since last determined
 AU2101 ** by differential leveling and should not be used for control purposes.
 AU2101 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2101 ** area with valid NAVD 88 orthometric heights.
 AU2101 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2101 ** epoch indicated which incorporates improved geoid heights for the
 AU2101 ** Southern Louisiana Subsidence area.
 AU2101 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2101.The orthometric height was scaled from a topographic map.
 AU2101.The vertical order pertains to the first NAVD 88 superseded value.
 AU2101
 AU2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2101
 AU2101.The geoid height was determined by GEOID03.
 AU2101
 AU2101.The dynamic height is computed by dividing the NAVD 88
 AU2101.geopotential number by the normal gravity value computed on the
 AU2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2101.degrees latitude (g = 980.6199 gals.).
 AU2101
 AU2101.The modeled gravity was interpolated from observed gravity values.
 AU2101
 AU2101;                    North         East     Units Scale Factor Converg.
 AU2101;SPC LA S     -   134,509.734 1,069,170.376   MT  0.99993841   +0 21 26.8
 AU2101;SPC LA S     -   441,304.02  3,507,769.81   sFT  0.99993841   +0 21 26.8
 AU2101;UTM  15      - 3,289,197.513   730,390.391   MT  1.00025497   +1 10 51.2
 AU2101
 AU2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2101!SPC LA S     -   1.00000379  x   0.99993841  =   0.99994220
 AU2101!UTM  15      -   1.00000379  x   1.00025497  =   1.00025876
 AU2101
 AU2101                          SUPERSEDED SURVEY CONTROL
 AU2101
 AU2101  NAD 83(1986)-  29 42 41.59264(N)    090 37 06.40576(W) AD(       ) 3
 AU2101  NAVD 88 (06/15/91)    1.478  (m)            4.85   (f) UNKNOWN     1 2
 AU2101  NGVD 29 (??/??/??)    1.502  (m)            4.93   (f) ADJUSTED    1 2
 AU2101
 AU2101.Superseded values are not recommended for survey control.
 AU2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2101.See file dsdata.txt to determine how the superseded data were derived.
 AU2101
 AU2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3039089198(NAD 83)
 AU2101_MARKER: DZ = AZIMUTH MARK DISK
 AU2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2101_SP_SET: CONCRETE POST
 AU2101_STAMPING: BOWIE 2 1980
 AU2101_MARK LOGO: NGS   
 AU2101_PROJECTION: FLUSH
 AU2101_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2101+STABILITY: SURFACE MOTION
 AU2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU2101+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1993
 AU2101
 AU2101  HISTORY     - Date     Condition        Report By
 AU2101  HISTORY     - 1980     MONUMENTED       NGS
 AU2101  HISTORY     - 1982     GOOD             NGS
 AU2101  HISTORY     - 19930303 GOOD             NGS
 AU2101
 AU2101                          STATION DESCRIPTION
 AU2101
 AU2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AU2101'ABOUT 16 KM NORTHEAST OF HOUMA AND 2.5 KM SOUTHWEST OF RACELAND, ON
 AU2101'THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 3198 (OLD US HIGHWAY 90.
 AU2101' 
 AU2101'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 3198 IN
 AU2101'RACELAND, GO SOUTHERLY ON HIGHWAY 3198 FOR 2.5 KM (1.55 MI) TO 40
 AU2101'ARPENTS CANAL BRIDGE AND THE AZIMUTH MARK 13.7 METERS (45 FT) SOUTH OF
 AU2101'THE SOUTHEAST CORNER OF THE BRIDGE, 10.4 METERS (34 FT) SOUTHEAST OF
 AU2101'THE CENTER OF THE HIGHWAY AND 0.5 METERS (1.5 FT) SOUTHWEST OF A METAL
 AU2101'WITNESS POST.  A STANDARD DISK STAMPED--BOWIE 2 1980--, SET IN THE TOP
 AU2101'OF A ROUND CONCRETE POST THAT IS SET FLUSH WITH THE GROUND SURFACE.
 AU2101
 AU2101                          STATION RECOVERY (1982)
 AU2101
 AU2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU2101'2.3 KM (1.45 MI) SW FROM RACELAND.
 AU2101'THE MARK IS ABOVE LEVEL WITH ROAD.
 AU2101'2.3 KILOMETERS (1.45 MILES) SOUTHWEST ALONG PARISH ROAD 3198 FROM THE
 AU2101'INTERSECTION OF STATE HIGHWAY 1 IN RACELAND, TO THE MARK ON THE LEFT,
 AU2101'NEAR THE SOUTH CORNER OF THE PARISH ROAD 3198 BRIDGE OVER ARPENTS
 AU2101'CANAL, 10.05 METERS (33.0 FEET) SOUTHEAST OF THE CENTER LINE OF PARISH
 AU2101'ROAD 3198, 17.06 METERS (56.0 FEET) SOUTH OF THE SOUTH CORNER OF A
 AU2101'TELEPHONE CABLE JUNCTION BOX, 13.56 METERS (44.5 FEET) EAST OF THE
 AU2101'SOUTH CORNER OF THE BRIDGE.
 AU2101'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 AU2101
 AU2101                          STATION RECOVERY (1993)
 AU2101
 AU2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2101'2.4 KM (1.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 3198 FROM THE
 AU2101'JUNCTION OF STATE HIGHWAY 1 IN RACELAND, 17.3 M (56.8 FT) SOUTHWEST
 AU2101'OF THE SOUTHWEST CORNER OF UNDERGROUND CABLE JUNCTION BOX NUMBER 24E,
 AU2101'14.7 M (48.2 FT) SOUTH OF BENCH MARK D 361, 10.0 M (32.8 FT)
 AU2101'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.4 M (11.2 FT) NORTH OF
 AU2101'A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AU2101'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0458 ***********************************************************************
 AU0458  DESIGNATION -  BOWIE 2 RM 3
 AU0458  PID         -  AU0458
 AU0458  STATE/COUNTY-  LA/LAFOURCHE
 AU0458  USGS QUAD   -  LOCKPORT (1980)
 AU0458
 AU0458                         *CURRENT SURVEY CONTROL
 AU0458  ___________________________________________________________________
 AU0458* NAD 83(1992)-  29 42 20.59087(N)    090 37 21.20267(W)     ADJUSTED  
 AU0458* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0458  **This station is located in a subsidence area (see below).
 AU0458  ___________________________________________________________________
 AU0458  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU0458  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AU0458  DYNAMIC HT  -           0.7   (meters)       2.    (feet)  COMP
 AU0458  MODELED GRAV-     979,303.8   (mgal)                       NAVD 88
 AU0458
 AU0458  HORZ ORDER  -  THIRD
 AU0458  VERT ORDER  -  THIRD (See Below)
 AU0458
 AU0458.The horizontal coordinates were established by classical geodetic methods
 AU0458.and adjusted by the National Geodetic Survey in January 1993..
 AU0458.No horizontal observational check was made to the station.
 AU0458
 AU0458 ** The orthometric height has not been validated since last determined
 AU0458 ** by differential leveling and should not be used for control purposes.
 AU0458 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0458 ** area with valid NAVD 88 orthometric heights.
 AU0458 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0458 ** epoch indicated which incorporates improved geoid heights for the
 AU0458 ** Southern Louisiana Subsidence area.
 AU0458 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0458.The orthometric height was scaled from a topographic map.
 AU0458.The vertical order pertains to the first NAVD 88 superseded value.
 AU0458
 AU0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0458
 AU0458.The geoid height was determined by GEOID03.
 AU0458
 AU0458.The dynamic height is computed by dividing the NAVD 88
 AU0458.geopotential number by the normal gravity value computed on the
 AU0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0458.degrees latitude (g = 980.6199 gals.).
 AU0458
 AU0458.The modeled gravity was interpolated from observed gravity values.
 AU0458
 AU0458;                    North         East     Units Scale Factor Converg.
 AU0458;SPC LA S     -   133,861.036 1,068,777.028   MT  0.99993893   +0 21 19.4
 AU0458;SPC LA S     -   439,175.75  3,506,479.30   sFT  0.99993893   +0 21 19.4
 AU0458;UTM  15      - 3,288,543.024   730,006.284   MT  1.00025278   +1 10 43.1
 AU0458
 AU0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0458!SPC LA S     -   1.00000390  x   0.99993893  =   0.99994283
 AU0458!UTM  15      -   1.00000390  x   1.00025278  =   1.00025668
 AU0458
 AU0458                          SUPERSEDED SURVEY CONTROL
 AU0458
 AU0458  NAD 83(1986)-  29 42 20.61128(N)    090 37 21.20520(W) AD(       ) 3
 AU0458  NAVD 88 (06/15/91)    0.745  (m)            2.44   (f) UNKNOWN     1 2
 AU0458  NGVD 29 (??/??/??)    0.768  (m)            2.52   (f) ADJUSTED    1 2
 AU0458
 AU0458.Superseded values are not recommended for survey control.
 AU0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0458.See file dsdata.txt to determine how the superseded data were derived.
 AU0458
 AU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3000688543(NAD 83)
 AU0458_MARKER: DR = REFERENCE MARK DISK
 AU0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0458_SP_SET: CONCRETE POST
 AU0458_STAMPING: BOWIE 2 NO 3 1980
 AU0458_MARK LOGO: NGS   
 AU0458_PROJECTION: FLUSH
 AU0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0458+STABILITY: SURFACE MOTION
 AU0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU0458+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1993
 AU0458
 AU0458  HISTORY     - Date     Condition        Report By
 AU0458  HISTORY     - 1980     MONUMENTED       NGS
 AU0458  HISTORY     - 1982     GOOD             NGS
 AU0458  HISTORY     - 19930303 GOOD             NGS
 AU0458
 AU0458                          STATION DESCRIPTION
 AU0458
 AU0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AU0458'3.2 KM (2.0 MI) SW FROM RACELAND.
 AU0458'THE MARK IS 3.3 FT BELOW HIGHWAY.
 AU0458'3.2 KM (2.0 MI) SOUTHWEST ALONG STATE HIGHWAY 3198 FROM THEJUNCTION
 AU0458'OF STATE HIGHWAYS 1 AND 3198 IN RACELAND, 0.8 METER (2.7 FT) SOUTH
 AU0458'FROM THE SOUTHEAST CORNER OF THE HOUSE, 13 METERS (42.6 FT)EAST
 AU0458'FROM THE SOUTHWEST CORNER OF THE HOUSE, 23.9 METERS (78.5 FT)
 AU0458'WEST-SOUTHWEST FROM THE POWER POLE WITH WITNESS SIGN AND LAMP ATTACHED
 AU0458', AND 20.4 METERS (66.8 FT) WEST-SOUTHWEST OF TRIANGULATIONBOWIE 2.
 AU0458
 AU0458                          STATION RECOVERY (1982)
 AU0458
 AU0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU0458'THE MARK IS 0.91 M BELOW HIGHWAY.
 AU0458'3.1 KILOMETERS (1.95 MILES) SOUTHWEST ALONG PARISH ROAD 3198 FROM THE
 AU0458'JUNCTION OF STATE HIGHWAY 1 IN RACELAND, TO THE MARK ON THE RIGHT, ON
 AU0458'THE PROPERTY OF A SINGLE STORY CONCRETE BLOCK HOUSE, ON THE SOUTHWEST
 AU0458'SIDE OF THE SOUTHEAST END OF THE CONCRETE BASE SUPPORTING THE CAR PORT
 AU0458'OF THE HOUSE, 20.42 METERS (67.0 FEET) WEST OF THE STATION MARK BOWIE
 AU0458'2, 12.98 METERS (42.6 FEET) SOUTHEAST OF THE WEST CORNER OF THE HOUSE,
 AU0458'0.82 METERS (2.7 FEET) SOUTHWEST OF THE SOUTHEAST END OF THE CONCRETE
 AU0458'BASE OF THE CARPORT.
 AU0458
 AU0458                          STATION RECOVERY (1993)
 AU0458
 AU0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0458'3.1 KM (1.90 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 3198 FROM THE
 AU0458'JUNCTION OF STATE HIGHWAY 1 IN RACELAND, 25.2 M (82.7 FT) NORTHWEST
 AU0458'OF THE CENTERLINE OF THE HIGHWAY, 20.4 M (66.9 FT) WEST OF
 AU0458'TRIANGULATION STATION BOWIE 2, 12.9 M (42.3 FT) SOUTHEAST OF THE WEST
 AU0458'CORNER OF A HOUSE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8
 AU0458'M (2.6 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A CARPORT, AND THE
 AU0458'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0460 ***********************************************************************
 AU0460  DESIGNATION -  BOWIE 2 RM 4
 AU0460  PID         -  AU0460
 AU0460  STATE/COUNTY-  LA/LAFOURCHE
 AU0460  USGS QUAD   -  LOCKPORT (1980)
 AU0460
 AU0460                         *CURRENT SURVEY CONTROL
 AU0460  ___________________________________________________________________
 AU0460* NAD 83(1992)-  29 42 21.26719(N)    090 37 21.25229(W)     ADJUSTED  
 AU0460* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0460  **This station is located in a subsidence area (see below).
 AU0460  ___________________________________________________________________
 AU0460  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU0460  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AU0460  DYNAMIC HT  -           0.7   (meters)       2.    (feet)  COMP
 AU0460  MODELED GRAV-     979,303.8   (mgal)                       NAVD 88
 AU0460
 AU0460  HORZ ORDER  -  THIRD
 AU0460  VERT ORDER  -  THIRD (See Below)
 AU0460
 AU0460.The horizontal coordinates were established by classical geodetic methods
 AU0460.and adjusted by the National Geodetic Survey in January 1993..
 AU0460.No horizontal observational check was made to the station.
 AU0460
 AU0460 ** The orthometric height has not been validated since last determined
 AU0460 ** by differential leveling and should not be used for control purposes.
 AU0460 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0460 ** area with valid NAVD 88 orthometric heights.
 AU0460 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0460 ** epoch indicated which incorporates improved geoid heights for the
 AU0460 ** Southern Louisiana Subsidence area.
 AU0460 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0460.The orthometric height was scaled from a topographic map.
 AU0460.The vertical order pertains to the first NAVD 88 superseded value.
 AU0460
 AU0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0460
 AU0460.The geoid height was determined by GEOID03.
 AU0460
 AU0460.The dynamic height is computed by dividing the NAVD 88
 AU0460.geopotential number by the normal gravity value computed on the
 AU0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0460.degrees latitude (g = 980.6199 gals.).
 AU0460
 AU0460.The modeled gravity was interpolated from observed gravity values.
 AU0460
 AU0460;                    North         East     Units Scale Factor Converg.
 AU0460;SPC LA S     -   133,881.850 1,068,775.565   MT  0.99993891   +0 21 19.4
 AU0460;SPC LA S     -   439,244.04  3,506,474.50   sFT  0.99993891   +0 21 19.4
 AU0460;UTM  15      - 3,288,563.822   730,004.521   MT  1.00025277   +1 10 43.1
 AU0460
 AU0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0460!SPC LA S     -   1.00000390  x   0.99993891  =   0.99994280
 AU0460!UTM  15      -   1.00000390  x   1.00025277  =   1.00025667
 AU0460
 AU0460                          SUPERSEDED SURVEY CONTROL
 AU0460
 AU0460  NAD 83(1986)-  29 42 21.28762(N)    090 37 21.25465(W) AD(       ) 3
 AU0460  NAVD 88 (06/15/91)    0.745  (m)            2.44   (f) UNKNOWN     1 2
 AU0460  NGVD 29 (??/??/??)    0.769  (m)            2.52   (f) ADJUSTED    1 2
 AU0460
 AU0460.Superseded values are not recommended for survey control.
 AU0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0460.See file dsdata.txt to determine how the superseded data were derived.
 AU0460
 AU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3000588564(NAD 83)
 AU0460_MARKER: DR = REFERENCE MARK DISK
 AU0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0460_SP_SET: CONCRETE POST
 AU0460_STAMPING: BOWIE 2 NO 4 1980
 AU0460_MARK LOGO: NGS   
 AU0460_PROJECTION: FLUSH
 AU0460_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0460+STABILITY: SURFACE MOTION
 AU0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU0460+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1993
 AU0460
 AU0460  HISTORY     - Date     Condition        Report By
 AU0460  HISTORY     - 1980     MONUMENTED       NGS
 AU0460  HISTORY     - 1982     GOOD             NGS
 AU0460  HISTORY     - 19930303 GOOD             NGS
 AU0460
 AU0460                          STATION DESCRIPTION
 AU0460
 AU0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AU0460'3.2 KM (2.0 MI) SW FROM RACELAND.
 AU0460'THE MARK IS 3.3 FT BELOW HIGHWAY.
 AU0460'3.2 K (2.0 MI) SOUTHWEST ALONG STATE HIGHWAY 3198 FROM THE JUNCTION
 AU0460'OF STATE HIGHWAYS 1 AND 3198 IN RACELAND, 1.1 METERS (3.5 FT)
 AU0460'SOUTHEAST OF A POWER POLE, 3.0 METERS (9.8 FT) NORTHEAST OFTHE
 AU0460'NORTHEAST CORNER OF A HOUSE, 9.3 METERS (30.6 FT) NORTHWESTOF THE
 AU0460'NORTHEAST CORNER OF THE HOUSE, AND 0.5 METER 1.6 FT) SOUTH-SOUTHWEST
 AU0460'OF A BOARD AND WIRE FENCE.
 AU0460
 AU0460                          STATION RECOVERY (1982)
 AU0460
 AU0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU0460'THE MARK IS 0.91 M BELOW ROAD.
 AU0460'3.1 KILOMETERS (1.95 MILES) SOUTHWEST ALONG PARISH ROAD 3198 FROM THE
 AU0460'JUNCTION OF STATE HIGHWAY 1 IN RACELAND, TO THE MARK ON THE RIGHT, ON
 AU0460'THE PROPERTY OF A SINGLE STORY CONCRETE BLOCK HOUSE, IN A BARB WIRE
 AU0460'FENCE LINE NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 40.84 METERS
 AU0460'(134.0 FEET) NORTHWEST OF THE CENTER LINE OF PARISH ROAD 3198, 2.98
 AU0460'METERS (9.8 FEET) NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 1.06
 AU0460'METERS (3.5 FEET) SOUTHEAST OF A POWER POLE, 0.48 METER (1.6 FEET)
 AU0460'SOUTHWEST OF THE BARB WIRE FENCE.
 AU0460
 AU0460                          STATION RECOVERY (1993)
 AU0460
 AU0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0460'3.1 KM (1.90 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 3198 FROM THE
 AU0460'JUNCTION OF STATE HIGHWAY 1 IN RACELAND, 40.8 M (133.9 FT) NORTHWEST
 AU0460'OF THE CENTERLINE OF THE HIGHWAY, 28.2 M (92.5 FT) NORTHWEST OF
 AU0460'TRIANGULATION STATION BOWIE 2, 2.0 M (6.6 FT) NORTHEAST OF THE NORTH
 AU0460'CORNER OF A HOUSE, 1.1 M (3.6 FT) SOUTHEAST OF A UTILITY POLE, 0.9 M
 AU0460'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AU0460'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0508 ***********************************************************************
 BK0508  DESIGNATION -  BOWLICH
 BK0508  PID         -  BK0508
 BK0508  STATE/COUNTY-  LA/ACADIA
 BK0508  USGS QUAD   -  BRANCH (1987)
 BK0508
 BK0508                         *CURRENT SURVEY CONTROL
 BK0508  ___________________________________________________________________
 BK0508* NAD 83(1992)-  30 21 47.89026(N)    092 21 54.88083(W)     ADJUSTED  
 BK0508* NAVD 88     -        11.55   (+/-2cm)      37.9  **(feet)  VERTCON   
 BK0508  **This station is located in a subsidence area (see below).
 BK0508  ___________________________________________________________________
 BK0508  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK0508  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK0508
 BK0508  HORZ ORDER  -  FIRST
 BK0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0508
 BK0508.The horizontal coordinates were established by classical geodetic methods
 BK0508.and adjusted by the National Geodetic Survey in January 1993..
 BK0508
 BK0508 ** The orthometric height has not been validated since last determined
 BK0508 ** by differential leveling and should not be used for control purposes.
 BK0508 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0508 ** area with valid NAVD 88 orthometric heights.
 BK0508 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0508 ** epoch indicated which incorporates improved geoid heights for the
 BK0508 ** Southern Louisiana Subsidence area.
 BK0508 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0508.The vertical order pertains to the NGVD 29 superseded value.
 BK0508
 BK0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0508
 BK0508.The geoid height was determined by GEOID03.
 BK0508
 BK0508;                    North         East     Units Scale Factor Converg.
 BK0508;SPC LA S     -   206,984.453   900,806.105   MT  0.99994568   -0 30 57.5
 BK0508;SPC LA S     -   679,081.49  2,955,394.70   sFT  0.99994568   -0 30 57.5
 BK0508;UTM  15      - 3,359,214.163   560,997.073   MT  0.99964590   +0 19 15.1
 BK0508
 BK0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0508!SPC LA S     -   1.00000249  x   0.99994568  =   0.99994817
 BK0508!UTM  15      -   1.00000249  x   0.99964590  =   0.99964839
 BK0508
 BK0508:                Primary Azimuth Mark                     Grid Az
 BK0508:SPC LA S     -  NEWTON LINK FARM LONE DERRICK            041 45 40.4
 BK0508:UTM  15      -  NEWTON LINK FARM LONE DERRICK            040 55 27.8
 BK0508
 BK0508|---------------------------------------------------------------------|
 BK0508| PID    Reference Object                     Distance      Geod. Az  |
 BK0508|                                                           dddmmss.s |
 BK0508| BK2825 NEWTON LINK FARM LONE DERRICK       APPROX. 6.4 KM 0411442.9 |
 BK0508| BK2787 RAYNE LA ST RICE MILL WATER TK      APPROX.17.1 KM 1452007.9 |
 BK0508| BK2788 RAYNE ST JOSEPHS CATH CH SPIRE      APPROX.17.3 KM 1472201.3 |
 BK0508| BK2783 RAYNE CITY WATER AND LT CO TK       APPROX.16.8 KM 1474824.7 |
 BK0508| BK2837 MAXIE TV STA KLFY MAST              APPROX. 4.7 KM 1950159.1 |
 BK0508| BK0507 BOWLICH RM 1                         60.512 METERS 21745     |
 BK0508| BK2834 IOTA CATHOLIC CHURCH SPIRE          APPROX.13.2 KM 2480211.1 |
 BK0508| BK2836 IOTA MUNICIPAL TANK                 APPROX.13.1 KM 2542206.6 |
 BK0508| CW1139 BOWLICH AZ MK 2                                    2553637.9 |
 BK0508| CW1138 BOWLICH AZ MK                                      2734752.3 |
 BK0508| CW1140 BOWLICH RM 2                        107.920 METERS 28513     |
 BK0508| BK2833 BOWLICH RM 3                         52.030 METERS 32613     |
 BK0508|---------------------------------------------------------------------|
 BK0508
 BK0508                          SUPERSEDED SURVEY CONTROL
 BK0508
 BK0508  NAD 83(1986)-  30 21 47.90978(N)    092 21 54.87493(W) AD(       ) 1
 BK0508  NAD 27      -  30 21 47.18373(N)    092 21 54.40335(W) AD(       ) 1
 BK0508  NGVD 29 (??/??/??)   11.521  (m)           37.80   (f) ADJUSTED    2 0
 BK0508
 BK0508.Superseded values are not recommended for survey control.
 BK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0508.See file dsdata.txt to determine how the superseded data were derived.
 BK0508
 BK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6099759214(NAD 83)
 BK0508_MARKER: DS = TRIANGULATION STATION DISK
 BK0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK0508_STAMPING: BOWLICH 1934
 BK0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0508
 BK0508  HISTORY     - Date     Condition        Report By
 BK0508  HISTORY     - 1934     MONUMENTED       CGS
 BK0508  HISTORY     - 1936     GOOD             LAGS
 BK0508  HISTORY     - 1954     GOOD             USGS
 BK0508  HISTORY     - 1969     GOOD             LADH
 BK0508  HISTORY     - 1969     GOOD             CGS
 BK0508  HISTORY     - 1969     GOOD             LADTD
 BK0508
 BK0508                          STATION DESCRIPTION
 BK0508
 BK0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK0508'STATION IS LOCATED ABOUT 10 MILES N OF CROWLEY AND 3 MILES E
 BK0508'OF MOWATA, IN NE 1/4 SEC. 16, T 8 S, R 1 E, ON LAND OWNED AND
 BK0508'OCCUPIED BY W.J. BOWLICH.  MARK IS SET 71 FEET S OF CENTER
 BK0508'LINE OF GRAVEL ROAD LEADING TO STATION, 21 FEET W OF GARDEN
 BK0508'FENCE, 84 FEET N OF GATE TO BARNYARD, 62 FEET E OF PASTURE FENCE.
 BK0508'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 BK0508'
 BK0508'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK0508'BRONZE DISKS SET IN CONCRETE.
 BK0508'
 BK0508'REFERENCE MARK NO. 1 IS 60.480 METERS (198.40 FEET) SW OF
 BK0508'STATION IN S BARNYARD FENCE LINE, 4 FEET E OF GATE TO PIG-STY.
 BK0508'
 BK0508'REFERENCE MARK NO. 2 IS 107.92 METERS (354.1 FEET) W OF STATION,
 BK0508'20 FEET N OF GRAVEL ROAD LEADING TO STATION, 6 FEET W OF
 BK0508'FENCE CORNER, 45 FEET W OF GATE.
 BK0508'
 BK0508'AZIMUTH MARK IS 0.3 MILE W OF STATION ON N SIDE OF GRAVEL
 BK0508'ROAD LEADING TO STATION, 20 FEET N OF CENTER LINE OF ROAD.
 BK0508'
 BK0508'REACHED FROM CROWLEY BY STATE HIGHWAY 26, N 10.1 MILES TO
 BK0508'GRAVELED ROAD LEADING E.  THIS ROAD IS 2.5 MILES N OF GRAVEL
 BK0508'ROAD LEADING W TO IOTA.  GO E ON THIS ROAD 1.95 MILES TO STATION.
 BK0508'
 BK0508'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 BK0508
 BK0508                          STATION RECOVERY (1936)
 BK0508
 BK0508'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK0508'STATION RECOVERED AS DESCRIBED.
 BK0508
 BK0508                          STATION RECOVERY (1954)
 BK0508
 BK0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BK0508'STATION RECOVERED IN GOOD CONDITION.  IT IS 3 MILES E OF
 BK0508'MOWATA, 2 MILES E OF JOSEPH BOLICH LAND.
 BK0508'
 BK0508'AZIMUTH MARK NOT FOUND.  BURIED BY DITCH BERM.  PROBABLY OKAY.
 BK0508
 BK0508                          STATION RECOVERY (1969)
 BK0508
 BK0508'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 BK0508'THE STATION WAS VISITED 5-19-69 AND THE STATION MARK AND
 BK0508'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  A NEW
 BK0508'DESCRIPTION FOLLOWS--
 BK0508'
 BK0508'THE STATION IS LOCATED 4.05 MILES SOUTHEAST OF MOWATA AND 6.25
 BK0508'MILES WEST OF BRANCH, IN THE NORTHEAST, 1/4 OF SECTION 16, T8S,
 BK0508'R1E, AND ON PROPERTY OWNED BY MR. W.J. BOWLICH.  IT IS 69.0
 BK0508'FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 365, 12.7
 BK0508'FEET SOUTHWEST OF A 10 INCH OAK TREE, 18.8 FEET SOUTHEAST OF
 BK0508'THE SOUTHEAST CORNER OF A STEEL CATTLE GUARD, 43.3 FEET
 BK0508'NORTHWEST OF A 10 INCH OAK TREE, 23.8 FEET EAST OF THE
 BK0508'CENTERLINE OF A GRAVEL DRIVEWAY, 28.7 FEET SOUTH OF A
 BK0508'COMBINATION MESH AND BARBED WIRE FENCE, 29.0 FEET SOUTH OF
 BK0508'A STEEL WITNESS POST.
 BK0508'
 BK0508'IT IS A STANDARD TRIANGULATION DISC, STAMPED BOWLICH 1934
 BK0508'SET FLUSH WITH THE GROUND.
 BK0508'
 BK0508'REFERENCE MARK NO. 1 IS 198.6 FEET SOUTHWEST OF THE STATION.
 BK0508'IT IS 226.2 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BK0508'365, 43.6 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD
 BK0508'FRAME BARN, 88.1 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 BK0508'OF A WOOD FRAME BARN WITH SHEET METAL SIDING, 93.0 FEET
 BK0508'EAST-SOUTHEAST OF A 12 INCH OAK TREE, 92.4 FEET NORTHEAST OF
 BK0508'A 12 INCH OAK TREE, 1.3 FEET NORTH OF A STEEL WITNESS POST.  IT
 BK0508'IS A STANDARD DISC, STAMPED BOWLICH NO. 1 1934, PROJECTING
 BK0508'12 INCHES.
 BK0508'
 BK0508'WE WERE UNABLE TO LOCATE REFERENCE MARK NO. 2.  IT WAS APPARENTLY
 BK0508'DESTROYED DURING THE RECONSTRUCTION OF LOUISIANA HIGHWAY 365.
 BK0508'
 BK0508'WE WERE UNABLE TO LOCATE THE AZIMUTH MARK.  IT WAS APPARENTLY
 BK0508'DESTROYED DURING THE RECONSTRUCTION OF LOUISIANA HIGHWAY 365.
 BK0508'
 BK0508'TO REACH THE STATION FROM THE ST. LAWRENCE CATHOLIC CHURCH IN
 BK0508'MOWATA, TRAVEL SOUTH ALONG LOUISIANA HIGHWAY 13 FOR 2.15 MILES
 BK0508'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 13 AND 365.  THENCE
 BK0508'EAST ALONG LOUISIANA HIGHWAY 365 FOR 1.90 MILES TO THE MARK ON
 BK0508'THE RIGHT.
 BK0508'
 BK0508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.05 MILES
 BK0508'SOUTHEAST
 BK0508
 BK0508                          STATION RECOVERY (1969)
 BK0508
 BK0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK0508'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 BK0508'IN GOOD CONDITION.  REFERENCE MARK 2 AND AZIMUTH MARK WERE SEARCHED
 BK0508'FOR AND NOT FOUND.  REFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE
 BK0508'ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 1
 BK0508'CHECKED FAVORABLE.  DUE TO SOME CHANGES A NEW DESCRIPTION
 BK0508'FOLLOWS.
 BK0508'
 BK0508'THE STATION IS ABOUT 11 MILES WEST-SOUTHWEST OF CHURCH POINT, 10
 BK0508'MILES NORTH OF CROWLEY AND 9-3/4 MILES SOUTH-SOUTHEAST OF EUNICE ON
 BK0508'LAND OWNED BY MR. JOSEPH BOWLICH.
 BK0508'
 BK0508'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 365 AND STATE
 BK0508'HIGHWAY 13 ABOUT 10 MILES NORTH OF CROWLEY, GO EAST ON STATE HIGHWAY
 BK0508'365 FOR 1.6 MILE TO A GRAVELED SIDE ROAD RIGHT (STATE ROAD 1109).
 BK0508'CONTINUE EAST ON STATE HIGHWAY 365 FOR 0.4 MILE TO THE STATION ON
 BK0508'THE RIGHT.
 BK0508'
 BK0508'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 BK0508'365 FOR 0.4 MILE TO GRAVELED ROAD LEFT (STATE ROAD 1109).  TURN LEFT
 BK0508'AND GO SOUTH ON GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 BK0508'THE LEFT.
 BK0508'
 BK0508'THE STATION MARK IS A STANDARD DISK, STAMPED BOWLICH 1934, SET IN THE
 BK0508'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BK0508'SURFACE OF THE GROUND.  IT IS 69 FEET SOUTH OF THE CENTER OF STATE
 BK0508'HIGHWAY 365, 68.5 FEET SOUTHWEST OF A POWER LINE POLE, 30 FEET
 BK0508'SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 29 FEET SOUTH OF A
 BK0508'METAL WITNESS POST WITH A SIGN ATTACHED AND 24 FEET EAST OF THE
 BK0508'CENTER OF A GRAVELED DRIVEWAY.
 BK0508'
 BK0508'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOWLICH NO 1 1934, SET
 BK0508'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12
 BK0508'INCHES.  IT IS 87 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE
 BK0508'METAL BUILDING, 43 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 BK0508'A STOCK BARN AND 1 FOOT NORTH OF A METAL WITNESS POST WITH A SIGN
 BK0508'ATTACHED.
 BK0508'
 BK0508'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BOWLICH NO 3 1969, SET
 BK0508'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 16
 BK0508'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 100 FEET SOUTHWEST
 BK0508'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 72 FEET NORTH OF THE
 BK0508'CENTER OF STATE HIGHWAY 365 AND 32 FEET NORTH OF AN EAST-WEST FENCE.
 BK0508'
 BK0508'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWLICH 1969, SET IN THE
 BK0508'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BK0508'INCHES.  IT IS 21 FEET EAST OF THE CENTER OF A GRAVELED ROAD (STATE
 BK0508'ROAD 1109), 13.5 FEET SOUTH OF A TELEPHONE POLE NUMBER 18, 0.5
 BK0508'FOOT WEST OF A FENCE AND 2 FEET SOUTH OF A METAL WITNESS POST WITH
 BK0508'A SIGN ATTACHED.
 BK0508'
 BK0508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BK0508'SOUTHEAST OF MOWATA.
 BK0508
 BK0508                          STATION RECOVERY (1969)
 BK0508
 BK0508'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0508'4.05 MI SE FROM MOWATA.
 BK0508'THE STATION IS LOCATED 4.05 MILES SOUTHEAST OF MOWATA AND 6.25 MILES
 BK0508'WEST OF BRANCH, IN THE NORTHEAST 1/4 OF SECTION 16, T8S, R1E, AND ON
 BK0508'PROPERTY OWNED BY MR. W.J. BOWLICH.  IT IS 69.0 FEET SOUTH OF THE
 BK0508'CENTERLINE OF LOUISIANA HIGHWAY 365, 12.7 FEET SOUTHWEST OF A 10 INCH
 BK0508'OAK TREE, 18.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL
 BK0508'CATTLE GUARD, 43.3 FEET NORTHWEST OF A 10 INCH OAK TREE, 23.8 FEET
 BK0508'EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 28.7 FEET SOUTH OF A
 BK0508'COMBINATION MESH AND BARBED WIRE FENCE, 29.0 FEET SOUTH OF A STEEL
 BK0508'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2833 ***********************************************************************
 BK2833  DESIGNATION -  BOWLICH RM 3
 BK2833  PID         -  BK2833
 BK2833  STATE/COUNTY-  LA/ACADIA
 BK2833  USGS QUAD   -  BRANCH (1987)
 BK2833
 BK2833                         *CURRENT SURVEY CONTROL
 BK2833  ___________________________________________________________________
 BK2833* NAD 83(1992)-  30 21 49.29450(N)    092 21 55.96440(W)     ADJUSTED  
 BK2833* NAVD 88     -        11.24   (+/-2cm)      36.9  **(feet)  VERTCON   
 BK2833  **This station is located in a subsidence area (see below).
 BK2833  ___________________________________________________________________
 BK2833  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2833  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2833
 BK2833  HORZ ORDER  -  SECOND
 BK2833  VERT ORDER  -  THIRD ? (See Below)
 BK2833
 BK2833.The horizontal coordinates were established by classical geodetic methods
 BK2833.and adjusted by the National Geodetic Survey in January 1993..
 BK2833
 BK2833 ** The orthometric height has not been validated since last determined
 BK2833 ** by differential leveling and should not be used for control purposes.
 BK2833 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2833 ** area with valid NAVD 88 orthometric heights.
 BK2833 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2833 ** epoch indicated which incorporates improved geoid heights for the
 BK2833 ** Southern Louisiana Subsidence area.
 BK2833 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2833.The vertical order pertains to the NGVD 29 superseded value.
 BK2833
 BK2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2833
 BK2833.The geoid height was determined by GEOID03.
 BK2833
 BK2833;                    North         East     Units Scale Factor Converg.
 BK2833;SPC LA S     -   207,027.952   900,777.562   MT  0.99994572   -0 30 58.0
 BK2833;SPC LA S     -   679,224.21  2,955,301.05   sFT  0.99994572   -0 30 58.0
 BK2833;UTM  15      - 3,359,257.227   560,967.907   MT  0.99964586   +0 19 14.6
 BK2833
 BK2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2833!SPC LA S     -   1.00000254  x   0.99994572  =   0.99994826
 BK2833!UTM  15      -   1.00000254  x   0.99964586  =   0.99964840
 BK2833
 BK2833|---------------------------------------------------------------------|
 BK2833| PID    Reference Object                     Distance      Geod. Az  |
 BK2833|                                                           dddmmss.s |
 BK2833| BK0508 BOWLICH                              52.030 METERS 14613     |
 BK2833| BK0507 BOWLICH RM 1                         91.727 METERS 18505     |
 BK2833| CW1139 BOWLICH AZ MK 2                                    2512907.7 |
 BK2833|---------------------------------------------------------------------|
 BK2833
 BK2833                          SUPERSEDED SURVEY CONTROL
 BK2833
 BK2833  NAD 83(1986)-  30 21 49.31401(N)    092 21 55.95850(W) AD(       ) 2
 BK2833  NAD 27      -  30 21 48.58801(N)    092 21 55.48689(W) AD(       ) 2
 BK2833  NGVD 29 (07/19/86)   11.21   (m)           36.8    (f) LEVELING    3  
 BK2833
 BK2833.Superseded values are not recommended for survey control.
 BK2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2833.See file dsdata.txt to determine how the superseded data were derived.
 BK2833
 BK2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6096859257(NAD 83)
 BK2833_MARKER: DR = REFERENCE MARK DISK
 BK2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2833
 BK2833  HISTORY     - Date     Condition        Report By
 BK2833  HISTORY     - 1969     MONUMENTED       CGS
 BK2833
 BK2833                          STATION DESCRIPTION
 BK2833
 BK2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2833'THE STATION IS LOCATED ABOUT 11 MILES WEST-SOUTHWEST OF CHURCH POINT,
 BK2833'10 MILES NORTH OF CROWLEY AND 9-3/4 MILES SOUTH-SOUTHWEST OF EUNICE
 BK2833'AND ON LAND OWNED BY MR. JOSEPH BOWLICH.
 BK2833'
 BK2833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 365 AND 13
 BK2833'ABOUT 10 MILES NORTH OF CROWLEY, GO EAST ON STATE HIGHWAY 365 FOR
 BK2833'1.6 MILES TO A GRAVELED SIDE ROAD RIGHT (STATE HIGHWAY 1109).
 BK2833'CONTINUE AHEAD EAST FOR 0.4 MILE TO THE STATION ON THE LEFT.
 BK2833'
 BK2833'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 BK2833'365 FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 BK2833'GRAVELED ROAD (STATE HIGHWAY 1109), FOR 0.15 MILE TO THE AZIMUTH
 BK2833'MARK ON THE LEFT.
 BK2833'
 BK2833'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED BOWLICH
 BK2833'NO 3 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK2833'THAT IS 16 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 100 FEET
 BK2833'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 72 FEET NORTH
 BK2833'OF THE CENTERLINE OF STATE HIGHWAY 365 AND 31.7 FEET NORTH OF AN
 BK2833'EAST-WEST FENCE.  THE UNDERGROUND MARK IS A STANDARD REFERENCE
 BK2833'MARK DISK, STAMPED BOWLICH NO 3 1969, SET IN THE TOP OF A CONCRETE
 BK2833'BLOCK THAT IS 48 INCHES BELOW THE SURFACE OF THE GROUND.
 BK2833'
 BK2833'BOWLICH 1934 IS A STANDARD STATION MARK DISK, STAMPED BOWLICH 1934,
 BK2833'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BK2833'WITH THE SURFACE OF THE GROUND.  IT IS 69 FEET SOUTH OF THE
 BK2833'CENTERLINE OF STATE HIGHWAY 365, 68.5 FEET SOUTHWEST OF A POWERLINE
 BK2833'POLE, 30 FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 28.9 FEET
 BK2833'SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 24 FEET EAST
 BK2833'OF THE CENTER OF A GRAVELED DRIVEWAY.
 BK2833'
 BK2833'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOWLICH NO 1 1934, SET
 BK2833'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12
 BK2833'INCHES.  IT IS 43 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BK2833'BARN, 87 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE METAL
 BK2833'BUILDING AND 1 FOOT NORTH OF A METAL WITNESS POST WITH A SIGN
 BK2833'ATTACHED.
 BK2833'
 BK2833'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWLICH 1969, SET IN
 BK2833'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BK2833'INCHES.  IT IS 21 FEET EAST OF THE CENTER OF A GRAVELED ROAD (STATE
 BK2833'HIGHWAY 1109), 13.5 FEET SOUTH OF A TELEPHONE POLE NUMBER 18, 2
 BK2833'FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.5
 BK2833'FOOT WEST OF A FENCE LINE.
 BK2833'
 BK2833'HEIGHT OF LIGHT ABOVE STATION MARK 30.75 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1102 ***********************************************************************
 BX1102  DESIGNATION -  BOYCE 2
 BX1102  PID         -  BX1102
 BX1102  STATE/COUNTY-  LA/RAPIDES
 BX1102  USGS QUAD   -  BOYCE (1992)
 BX1102
 BX1102                         *CURRENT SURVEY CONTROL
 BX1102  ___________________________________________________________________
 BX1102* NAD 83(1992)-  31 22 52.51246(N)    092 39 12.04592(W)     ADJUSTED  
 BX1102* NAVD 88     -        25.53   (+/-2cm)      83.8    (feet)  VERTCON   
 BX1102  ___________________________________________________________________
 BX1102  X           -    -252,301.847 (meters)                     COMP
 BX1102  Y           -  -5,444,256.097 (meters)                     COMP
 BX1102  Z           -   3,302,053.412 (meters)                     COMP
 BX1102  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BX1102  ELLIP HEIGHT-          -0.76  (meters)          (06/26/02) GPS OBS
 BX1102  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX1102
 BX1102  HORZ ORDER  -  FIRST
 BX1102  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1102  ELLP ORDER  -  FOURTH    CLASS II
 BX1102
 BX1102.The horizontal coordinates were established by classical geodetic methods
 BX1102.and adjusted by the National Geodetic Survey in January 1993..
 BX1102
 BX1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1102.The vertical order pertains to the NGVD 29 superseded value.
 BX1102
 BX1102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX1102
 BX1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1102
 BX1102.The ellipsoidal height was determined by GPS observations
 BX1102.and is referenced to NAD 83.
 BX1102
 BX1102.The geoid height was determined by GEOID03.
 BX1102
 BX1102;                    North         East     Units Scale Factor Converg.
 BX1102;SPC LA N     -    97,720.236   985,413.998   MT  0.99995827   -0 04 51.9
 BX1102;SPC LA N     -   320,603.81  3,232,979.09   sFT  0.99995827   -0 04 51.9
 BX1102;UTM  15      - 3,471,907.568   532,961.381   MT  0.99961340   +0 10 49.9
 BX1102
 BX1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1102!SPC LA N     -   1.00000012  x   0.99995827  =   0.99995839
 BX1102!UTM  15      -   1.00000012  x   0.99961340  =   0.99961352
 BX1102
 BX1102|---------------------------------------------------------------------|
 BX1102| PID    Reference Object                     Distance      Geod. Az  |
 BX1102|                                                           dddmmss.s |
 BX1102| BX1103 BOYCE 2 RM 4                         34.622 METERS 13623     |
 BX1102| CY3866 BOYCE 2 RM 5                                       28509     |
 BX1102| BX2712 BOYCE MUN TANK                      APPROX. 1.9 KM 3023120.8 |
 BX1102| CY3865 BOYCE 2 AZ MK                                      3425414.6 |
 BX1102| BX1101 BOYCE 2 RM 3                         31.501 METERS 35320     |
 BX1102|---------------------------------------------------------------------|
 BX1102
 BX1102                          SUPERSEDED SURVEY CONTROL
 BX1102
 BX1102  ELLIP H (01/21/93)   -0.67   (m)                       GP(       ) 4 2
 BX1102  NAD 83(1986)-  31 22 52.53300(N)    092 39 12.04109(W) AD(       ) 1
 BX1102  NAD 27      -  31 22 51.89139(N)    092 39 11.52169(W) AD(       ) 1
 BX1102  NGVD 29 (??/??/??)   25.527  (m)           83.75   (f) ADJUSTED    1 1
 BX1102
 BX1102.Superseded values are not recommended for survey control.
 BX1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1102.See file dsdata.txt to determine how the superseded data were derived.
 BX1102
 BX1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3296171908(NAD 83)
 BX1102_MARKER: DS = TRIANGULATION STATION DISK
 BX1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1102_SP_SET: CONCRETE POST
 BX1102_STAMPING: BOYCE 2 1969
 BX1102_MARK LOGO: CGS   
 BX1102_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1102+STABILITY: SURFACE MOTION
 BX1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1102+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1989
 BX1102
 BX1102  HISTORY     - Date     Condition        Report By
 BX1102  HISTORY     - 1969     MONUMENTED       CGS
 BX1102  HISTORY     - 1970     GOOD             NGS
 BX1102  HISTORY     - 1970     GOOD             NGS
 BX1102  HISTORY     - 1973     GOOD             NGS
 BX1102  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1102  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BX1102  HISTORY     - 19881116 GOOD             LADTD
 BX1102  HISTORY     - 19890228 GOOD
 BX1102  HISTORY     - 19990424 POOR             USPSQD
 BX1102
 BX1102                          STATION DESCRIPTION
 BX1102
 BX1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1102'THE STATION IS LOCATED ABOUT 1-1/2 MILE SOUTHEAST OF BOYCE,
 BX1102'14 MILES NORTHWEST OF ALEXANDRIA AND ON THE PROPERTY OWNED BY
 BX1102'MR. R.M.C. DUNCAN.  IT IS IN SECTION 9, T5N, R3W.
 BX1102'
 BX1102'TO REACH THE STATION FROM THE POST OFFICE IN BOYCE, GO
 BX1102'SOUTH ON STATE HIGHWAY 8 FOR 0.2 MILE TO JUNCTION WITH STATE
 BX1102'HIGHWAY 1.  TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY 1 FOR
 BX1102'0.3 MILE TO JUNCTION WITH STATE HIGHWAY 1200.  CONTINUE AHEAD
 BX1102'ON STATE HIGHWAY 1 FOR 0.65 MILE TO A GRAVELED SIDE ROAD
 BX1102'LEFT.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.1 MILE
 BX1102'TO A RAIL ROAD CROSSING.  CONTINUE AHEAD NORTH ON GRAVELED
 BX1102'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  FROM
 BX1102'THIS POINT THE GRAVELED SIDE ROAD LEFT, CONTINUE AHEAD
 BX1102'SOUTHEAST ON STATE HIGHWAY 1 FOR 0.5 MILE TO A SIDE ROAD
 BX1102'LEFT.  TURN LEFT AND GO NORTH ON NARROW ROAD FOR 0.05 MILE
 BX1102'TO STATION ON THE LEFT.
 BX1102'
 BX1102'THE STATION IS A STANDARD DISK, STAMPED BOYCE 2 1969, SET IN
 BX1102'THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT THAT IS 18 INCHES
 BX1102'BELOW THE SURFACE OF THE GROUND.  IT IS 129.5 FEET SOUTH SOUTHWEST
 BX1102'OF THE SOUTH RAIL OF RAIL ROAD TRACKS, 102.6 FEET WEST SOUTHWEST
 BX1102'OF A POWER LINE POLE, 162.5 FEET NORTH OF A POWER LINE POLE AND
 BX1102'102.0 FEET SOUTH SOUTHEAST OF A METAL WITNESS POST.
 BX1102'
 BX1102'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BOYCE 2 NO 3 1969,
 BX1102'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4
 BX1102'INCHES.  IT IS 37.0 FEET SOUTH SOUTHWEST OF THE SOUTH RAIL OF
 BX1102'RAIL ROAD TRACKS, 1.3 FEET NORTH NORTHWEST OF A METAL WITNESS
 BX1102'POST WITH A SIGN ATTACHED AND 61.0 FEET EAST OF A TELEPHONE POLE.
 BX1102'
 BX1102'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BOYCE 2 NO 4
 BX1102'1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 BX1102'4 INCHES.  IT IS 99 FEET SOUTH OF A TELEPHONE POLE, 1.0 FEET WEST
 BX1102'OF A FENCE LINE, 10.5 FEET WEST OF GRAVELED DRIVEWAY AND 157.0
 BX1102'FEET NORTH OF THE CENTER LINE OF STAT HIGHWAY 1.
 BX1102'
 BX1102'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOYCE 2 1969,
 BX1102'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6
 BX1102'INCHES.  IT IS 11.5 FEET SOUTH SOUTHWEST OF THE CENTER OF A
 BX1102'LEVEE, 66.0 FEET NORTH NORTHEAST OF A FENCE LINE, 1.5 FEET
 BX1102'WEST NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 BX1102'35.5 FEET WEST NORTHWEST OF A FENCE LINE.
 BX1102'
 BX1102'HEIGHT OF LIGHT ABOVE STATION MARK 34.84 METERS.
 BX1102
 BX1102                          STATION RECOVERY (1970)
 BX1102
 BX1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RRG)
 BX1102'THE STATION MARK, STAMPED BOYCE 2 1969, IS ABOUT 0.15 MILE WEST
 BX1102'ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT BOYCE, THENCE 1.1
 BX1102'MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY, 126 FEET
 BX1102'SOUTH OF THE SOUTH RAIL, 202 FEET NORTH OF THE CENTER LINE OF
 BX1102'STATE HIGHWAY 1, 112 FEET WEST OF THE CENTER LINE OF A PRIVATE
 BX1102'ROAD THAT LEADS NORTH, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 BX1102'IN THE TOP OF A CONCRETE POST ABOUT 16 INCHES BELOW THE SURFACE
 BX1102'OF THE GROUND.
 BX1102'
 BX1102'RM 3, STAMPED BOYCE 2 NO 3 1969, IS 103.2 FEET NORTHWEST OF THE
 BX1102'STATION MARK, 36 FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS AND
 BX1102'PACIFIC RAILWAY, 163 FEET WEST OF THE CENTER OF A CROSSING OF THE
 BX1102'RAILROAD AND A PRIVATE ROAD, 1.1 FEET NORTHWEST OF A METAL
 BX1102'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND
 BX1102'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BX1102'THE SURFACE OF THE GROUND.
 BX1102'
 BX1102'RM 4, STAMPED BOYCE 2 NO 4 1969, IS 114 FEET SOUTHEAST OF THE
 BX1102'STATION MARK, 169 FEET SOUTH OF THE SOUTH RAIL, 158 FEET NORTH
 BX1102'OF THE CENTER LINE OF STATE HIGHWAY 1, 11 FEET WEST OF THE CENTER
 BX1102'LINE OF A PRIVATE ROAD, 1 FOOT WEST OF A FENCE, AND SET IN THE
 BX1102'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 BX1102'OF THE GROUND.
 BX1102'
 BX1102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1102'1.25 MILES SOUTHEAST.
 BX1102
 BX1102                          STATION RECOVERY (1970)
 BX1102
 BX1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX1102'1.25 MI SE FROM BOYCE.
 BX1102'ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1102'BOYCE, THENCE 1.1 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1102'126 FEET SOUTH OF THE SOUTH RAIL, 202 FEET NORTH OF THE CENTER LINE OF
 BX1102'STATE HIGHWAY 1, 112 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 BX1102'THAT LEADS NORTH, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 BX1102'A CONCRETE POST ABOUT 16 INCHES BELOW THE SURFACE OF THE GROUND.
 BX1102
 BX1102                          STATION RECOVERY (1973)
 BX1102
 BX1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 BX1102'THE STATION WAS VISITED 4-18-73 AND ALL MARKS WERE FOUND IN GOOD
 BX1102'CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE
 BX1102'DUE TO WORK BEING DONE ON THE LEVEE.  A NEW AZIMUTH MARK WAS
 BX1102'ESTABLISHED AND THE DISK FOR THE OLD AZIMUTH MARK WAS
 BX1102'RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 BX1102'
 BX1102'THE STATION IS LOCATED 1.5 MILE SOUTHEAST OF BOYCE AND
 BX1102'ABOUT 14 MILES NORTHWEST OF ALEXANDRIA, IN SEC. 9, T5N,R3W,
 BX1102'ON PROPERTY OWNED BY MR. R.M.C. DUNCAN.  IT IS IN THE NORTHEAST
 BX1102'CORNER OF A PASTURE AND IN THE SOUTHWEST ANGLE OF A ROAD CROSSING
 BX1102'THE RAILROAD TRACKS.  IT IS 202 FEET NORTH OF THE CENTERLINE OF
 BX1102'STATE HIGHWAY1, 112 FEET WEST OF THE CENTER OF A PRIVATE ROAD,
 BX1102'129.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, 102.5 FEET
 BX1102'WSW OF A POWER POLE, AND 182.5 FEET NORTH OF A POWER POLE.  IT
 BX1102'IS A TRIANGULATION STATION DISK STAMPED BOYCE 2 1969, 16
 BX1102'INCHES BELOW THE SURFACE OF THE GROUND.
 BX1102'
 BX1102'REFERENCE MARK NO. 3 IS 103.35 FEET NORTH OF THE STATION, 36
 BX1102'FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, 163 FEET WEST OF
 BX1102'THE RAILROAD CROSSING, 61 FEET WEST OF A TELEGRAPH POLE, AND 1
 BX1102'FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BX1102'DISK STAMPED BOYCE 2 NO 3 1969.
 BX1102'
 BX1102'REFERENCE MARK NO. 4 IS 113.59 FEET EAST OF THE STATION, 169
 BX1102'FEET SOUTH OF THE RAILROAD TRACKS, 158 FEET NORTH OF STATE HIGHWAY
 BX1102'1, 11 FEET WEST OF THE CENTER OF A PRIVATE ROAD, 1 FOOT WEST OF
 BX1102'A FENCE LINE AND WITNESS POST.  IT IS A REFERENCE MARK DISK
 BX1102'STAMPED BOYCE 2 NO 4 1969, PROJECTING 2 INCHES.
 BX1102'
 BX1102'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION AT THE JUNCTION
 BX1102'OF THE GRAVELED ROAD AND STATE HIGHWAY 1, IN THE SOUTHEAST CORNER
 BX1102'OF A CHURCH YARD, 2 FEET SOUTH OF A POWER POLE, 57 FEET NORTH
 BX1102'OF THE CENTER OF STATE HIGHWAY 1, 25 FEET WEST OF THE CENTER
 BX1102'OF THE GRAVELED ROAD, 15.5 FEET NORTH OF THE CENER OF THE POWER
 BX1102'LINE, 48.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CURCH,
 BX1102'23 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 BX1102'CHURCH AND 1.5 FEET NORTH OF A METAL WITNESS POST.  IT IS AN
 BX1102'REFERENCE MARK DISK STAMPED BOYCE 2 1969 NO 5 1973,
 BX1102'PROJECTING 4 INCHES.
 BX1102'
 BX1102'TO REACH THE STATION FROM THE POST OFFICE IN BOYCE, GO SOUTH ON
 BX1102'STATE HIGHWAY 8 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BX1102'1, TURN LEFT AND GO EAST FOR 0.95 MILE SOUTHEAST TO A SIDE ROAD
 BX1102'LEFT AND THE CHURCH AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BX1102'SOUTHEAST FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BX1102'ABOUT 75 YARDS TO THE RAILROAD TRACKS AND THE STATION ON THE
 BX1102'LEFT.
 BX1102'
 BX1102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1102'1.5. MILE SE.
 BX1102
 BX1102                          STATION RECOVERY (1977)
 BX1102
 BX1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1102'NOT RECOVERED AT THIS TIME, A NEW CHURCH IS BEING BUILT OVER
 BX1102'AREA WHERE BM WAS LOCATED.
 BX1102
 BX1102                          STATION RECOVERY (1988)
 BX1102
 BX1102'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1102'MARK NOT FOUND.
 BX1102
 BX1102                          STATION RECOVERY (1988)
 BX1102
 BX1102'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX1102'THE STATION IS LOCATED 22.53 KM (14.00 MI) NORTHWEST OF ALEXANDRIA AND
 BX1102'2.4 KM (1.50 MI) SOUTHEAST OF BOYCE IN THE NORTHEAST QUADRANT OF THE
 BX1102'JUNCTION OF INTERSTATE HIGHWAY 49 AND STATE HIGHWAY 1, NORTH OF THE
 BX1102'INTERSTATE, EAST OF HIGHWAY 1 AND WEST OF THE RAILROAD TRACKS IN A
 BX1102'LANDLOCKED AREA.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BX1102'AND DEVELOPMENT.
 BX1102'THE STATION IS 126.5 M (415.0 FT) NORTHEAST FROM THE NORTHEAST CORNER
 BX1102'OF THE STATE HIGHWAY 1 OVERPASS OVER INTERSTATE HIGHWAY 49, 39.5 M
 BX1102'(129.6 FT) SOUTH-SOUTHWEST FROM THE SOUTH RAIL OF THE RAILROAD TRACKS,
 BX1102'31.1 M (102.0 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AT A
 BX1102'REFERENCE MARK, 29.6 M (97.1 FT) NORTHWEST FROM A METAL PIPE
 BX1102'PROJECTING ABOUT 1.2 M (3.9 FT) FROM A CONCRETE SLAB AT REFERENCE MARK
 BX1102'NUMBER 5 AND 0.3 M (1.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 BX1102
 BX1102                          STATION RECOVERY (1989)
 BX1102
 BX1102'RECOVERED 1989
 BX1102'RECOVERED IN GOOD CONDITION.
 BX1102
 BX1102                          STATION RECOVERY (1999)
 BX1102
 BX1102'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1102'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1095 ***********************************************************************
 BX1095  DESIGNATION -  BOYCE 2 BOLT
 BX1095  PID         -  BX1095
 BX1095  STATE/COUNTY-  LA/RAPIDES
 BX1095  USGS QUAD   -  BOYCE (1992)
 BX1095
 BX1095                         *CURRENT SURVEY CONTROL
 BX1095  ___________________________________________________________________
 BX1095* NAD 83(1986)-  31 23 22.     (N)    092 40 30.     (W)     SCALED    
 BX1095* NAVD 88     -        26.15   (+/-2cm)      85.8    (feet)  VERTCON   
 BX1095  ___________________________________________________________________
 BX1095  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX1095
 BX1095  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1095
 BX1095.The horizontal coordinates were scaled from a topographic map and have
 BX1095.an estimated accuracy of +/- 6 seconds.
 BX1095
 BX1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1095.The vertical order pertains to the NGVD 29 superseded value.
 BX1095
 BX1095.The geoid height was determined by GEOID03.
 BX1095
 BX1095;                    North         East    Units  Estimated Accuracy
 BX1095;SPC LA N     -    98,630.      983,360.      MT  (+/- 180 meters Scaled)
 BX1095
 BX1095                          SUPERSEDED SURVEY CONTROL
 BX1095
 BX1095  NGVD 29 (??/??/??)   26.153  (m)           85.80   (f) ADJUSTED    1 1
 BX1095
 BX1095.Superseded values are not recommended for survey control.
 BX1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1095.See file dsdata.txt to determine how the superseded data were derived.
 BX1095
 BX1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ309728(NAD 83)
 BX1095_MARKER: B = BOLT
 BX1095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1095
 BX1095  HISTORY     - Date     Condition        Report By
 BX1095  HISTORY     - UNK      MONUMENTED       DOD
 BX1095  HISTORY     - 1969     GOOD             CGS
 BX1095
 BX1095                          STATION DESCRIPTION
 BX1095
 BX1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1095'0.45 MI SW FROM BOYCE.
 BX1095'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1095'BOYCE, THENCE 0.3 MILE NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1095'ABOUT 0.15 MILE SOUTHWEST OF THE BOYCE HIGH SCHOOL, 81 FEET SOUTHEAST
 BX1095'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A STREET, 38 1/2 FEET
 BX1095'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 75 FEET SOUTHEAST OF
 BX1095'THE CENTER LINE OF THE STREET, 41 FEET WEST OF THE SOUTHWEST END OF A
 BX1095'CONCRETE CULVERT UNDER THE TRACK, 2.0 FEET SOUTH OF A METAL WITNESS
 BX1095'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, A COPPER BOLT IN THE
 BX1095'TOP OF A STONE SLAB ABOUT 1 1/2 FEET UNDER GROUND, ACCESS TO WHICH IS
 BX1095'HAD THROUGH AN IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND PROJECTS
 BX1095'30 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1094 ***********************************************************************
 BX1094  DESIGNATION -  BOYCE 2 CAP
 BX1094  PID         -  BX1094
 BX1094  STATE/COUNTY-  LA/RAPIDES
 BX1094  USGS QUAD   -  BOYCE (1992)
 BX1094
 BX1094                         *CURRENT SURVEY CONTROL
 BX1094  ___________________________________________________________________
 BX1094* NAD 83(1986)-  31 23 21.     (N)    092 40 30.     (W)     SCALED    
 BX1094* NAVD 88     -        27.37   (+/-2cm)      89.8    (feet)  VERTCON   
 BX1094  ___________________________________________________________________
 BX1094  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX1094
 BX1094  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1094
 BX1094.The horizontal coordinates were scaled from a topographic map and have
 BX1094.an estimated accuracy of +/- 6 seconds.
 BX1094
 BX1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1094.The vertical order pertains to the NGVD 29 superseded value.
 BX1094
 BX1094.The geoid height was determined by GEOID03.
 BX1094
 BX1094;                    North         East    Units  Estimated Accuracy
 BX1094;SPC LA N     -    98,600.      983,360.      MT  (+/- 180 meters Scaled)
 BX1094
 BX1094                          SUPERSEDED SURVEY CONTROL
 BX1094
 BX1094  NGVD 29 (??/??/??)   27.369  (m)           89.79   (f) ADJUSTED    1 1
 BX1094
 BX1094.Superseded values are not recommended for survey control.
 BX1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1094.See file dsdata.txt to determine how the superseded data were derived.
 BX1094
 BX1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ309727(NAD 83)
 BX1094_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1094
 BX1094  HISTORY     - Date     Condition        Report By
 BX1094  HISTORY     - UNK      MONUMENTED       DOD
 BX1094  HISTORY     - 1969     GOOD             CGS
 BX1094
 BX1094                          STATION DESCRIPTION
 BX1094
 BX1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1094'0.45 MI SW FROM BOYCE.
 BX1094'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1094'BOYCE, THENCE 0.3 MILE NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1094'ABOUT 0.15 MILE SOUTHWEST OF THE BOYCE HIGH SCHOOL, 81 FEET SOUTHEAST
 BX1094'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A STREET, 38 1/2 FEET
 BX1094'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 75 FEET SOUTHEAST OF
 BX1094'THE CENTER LINE OF THE STREET, 41 FEET WEST OF THE SOUTHWEST END OF A
 BX1094'CONCRETE CULVERT UNDER THE TRACK, 2.0 FEET SOUTH OF A METAL WITNESS
 BX1094'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, A U.S. ENGINEERS CAP
 BX1094'OF THE TOP OF AN IRON PIPE WHICH PROJECTS 30 INCHES ABOVE THE SURFACE
 BX1094'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1101 ***********************************************************************
 BX1101  DESIGNATION -  BOYCE 2 RM 3
 BX1101  PID         -  BX1101
 BX1101  STATE/COUNTY-  LA/RAPIDES
 BX1101  USGS QUAD   -  BOYCE (1992)
 BX1101
 BX1101                         *CURRENT SURVEY CONTROL
 BX1101  ___________________________________________________________________
 BX1101* NAD 83(1986)-  31 22 53.     (N)    092 39 11.     (W)     SCALED    
 BX1101* NAVD 88     -        26.072  (meters)      85.54   (feet)  ADJUSTED  
 BX1101  ___________________________________________________________________
 BX1101  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX1101  DYNAMIC HT  -          26.040 (meters)      85.43  (feet)  COMP
 BX1101  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 BX1101
 BX1101  VERT ORDER  -  FIRST     CLASS I
 BX1101
 BX1101.The horizontal coordinates were scaled from a topographic map and have
 BX1101.an estimated accuracy of +/- 6 seconds.
 BX1101
 BX1101.The orthometric height was determined by differential leveling
 BX1101.and adjusted by the National Geodetic Survey in February 1994..
 BX1101
 BX1101.The geoid height was determined by GEOID03.
 BX1101
 BX1101.The dynamic height is computed by dividing the NAVD 88
 BX1101.geopotential number by the normal gravity value computed on the
 BX1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1101.degrees latitude (g = 980.6199 gals.).
 BX1101
 BX1101.The modeled gravity was interpolated from observed gravity values.
 BX1101
 BX1101;                    North         East    Units  Estimated Accuracy
 BX1101;SPC LA N     -    97,740.      985,440.      MT  (+/- 180 meters Scaled)
 BX1101
 BX1101                          SUPERSEDED SURVEY CONTROL
 BX1101
 BX1101  NAVD 88 (06/15/91)   26.071  (m)           85.53   (f) UNKNOWN     1 1
 BX1101  NGVD 29 (??/??/??)   26.070  (m)           85.53   (f) ADJUSTED    1 1
 BX1101
 BX1101.Superseded values are not recommended for survey control.
 BX1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1101.See file dsdata.txt to determine how the superseded data were derived.
 BX1101
 BX1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ329719(NAD 83)
 BX1101_MARKER: DR = REFERENCE MARK DISK
 BX1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1101_STAMPING: BOYCE 2 NO 3 1969
 BX1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1101+STABILITY: SURFACE MOTION
 BX1101
 BX1101  HISTORY     - Date     Condition        Report By
 BX1101  HISTORY     - 1969     MONUMENTED       CGS
 BX1101  HISTORY     - 1970     GOOD             NGS
 BX1101  HISTORY     - 1977     GOOD             NGS
 BX1101  HISTORY     - 1988     GOOD             USPSQD
 BX1101  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1101
 BX1101                          STATION DESCRIPTION
 BX1101
 BX1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1101'1.25 MI SE FROM BOYCE.
 BX1101'ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1101'BOYCE, THENCE 1.1 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1101'36 FEET SOUTH OF THE SOUTH RAIL, 163 FEET WEST OF THE CENTER OF A
 BX1101'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 103.2 FEET NORTHWEST OF
 BX1101'BOYCE 2 1969, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET
 BX1101'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BX1101'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1101
 BX1101                          STATION RECOVERY (1977)
 BX1101
 BX1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1101'RECOVERED IN GOOD CONDITION.
 BX1101
 BX1101                          STATION RECOVERY (1988)
 BX1101
 BX1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1101'RECOVERED IN GOOD CONDITION.
 BX1101
 BX1101                          STATION RECOVERY (1999)
 BX1101
 BX1101'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1103 ***********************************************************************
 BX1103  DESIGNATION -  BOYCE 2 RM 4
 BX1103  PID         -  BX1103
 BX1103  STATE/COUNTY-  LA/RAPIDES
 BX1103  USGS QUAD   -  BOYCE (1992)
 BX1103
 BX1103                         *CURRENT SURVEY CONTROL
 BX1103  ___________________________________________________________________
 BX1103* NAD 83(1986)-  31 22 53.     (N)    092 39 11.     (W)     SCALED    
 BX1103* NAVD 88     -        25.951  (meters)      85.14   (feet)  ADJUSTED  
 BX1103  ___________________________________________________________________
 BX1103  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX1103  DYNAMIC HT  -          25.920 (meters)      85.04  (feet)  COMP
 BX1103  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 BX1103
 BX1103  VERT ORDER  -  FIRST     CLASS I
 BX1103
 BX1103.The horizontal coordinates were scaled from a topographic map and have
 BX1103.an estimated accuracy of +/- 6 seconds.
 BX1103
 BX1103.The orthometric height was determined by differential leveling
 BX1103.and adjusted by the National Geodetic Survey in February 1994..
 BX1103
 BX1103.The geoid height was determined by GEOID03.
 BX1103
 BX1103.The dynamic height is computed by dividing the NAVD 88
 BX1103.geopotential number by the normal gravity value computed on the
 BX1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1103.degrees latitude (g = 980.6199 gals.).
 BX1103
 BX1103.The modeled gravity was interpolated from observed gravity values.
 BX1103
 BX1103;                    North         East    Units  Estimated Accuracy
 BX1103;SPC LA N     -    97,740.      985,440.      MT  (+/- 180 meters Scaled)
 BX1103
 BX1103                          SUPERSEDED SURVEY CONTROL
 BX1103
 BX1103  NAVD 88 (06/15/91)   25.951  (m)           85.14   (f) UNKNOWN     1 1
 BX1103  NGVD 29 (??/??/??)   25.949  (m)           85.13   (f) ADJUSTED    1 1
 BX1103
 BX1103.Superseded values are not recommended for survey control.
 BX1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1103.See file dsdata.txt to determine how the superseded data were derived.
 BX1103
 BX1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ329719(NAD 83)
 BX1103_MARKER: DR = REFERENCE MARK DISK
 BX1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1103_STAMPING: BOYCE 2 NO 4 1969
 BX1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1103+STABILITY: SURFACE MOTION
 BX1103
 BX1103  HISTORY     - Date     Condition        Report By
 BX1103  HISTORY     - 1969     MONUMENTED       CGS
 BX1103  HISTORY     - 1970     GOOD             NGS
 BX1103  HISTORY     - 1977     GOOD             NGS
 BX1103  HISTORY     - 1988     POOR             USPSQD
 BX1103  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1103
 BX1103                          STATION DESCRIPTION
 BX1103
 BX1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1103'1.25 MI SE FROM BOYCE.
 BX1103'ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1103'BOYCE, THENCE 1.1 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1103'169 FEET SOUTH OF THE SOUTH RAIL, 158 FEET NORTH OF THE CENTER LINE OF
 BX1103'STATE HIGHWAY 1, 11 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD,
 BX1103'114 FEET SOUTHEAST OF BOYCE 2 1969, 1 FOOT WEST OF A FENCE, AND SET IN
 BX1103'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 BX1103'OF THE GROUND.
 BX1103
 BX1103                          STATION RECOVERY (1977)
 BX1103
 BX1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1103'RECOVERED IN GOOD CONDITION.
 BX1103
 BX1103                          STATION RECOVERY (1988)
 BX1103
 BX1103'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1103'MARK RECOVERED IN POOR CONDITION.
 BX1103
 BX1103                          STATION RECOVERY (1999)
 BX1103
 BX1103'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2712 ***********************************************************************
 BX2712  DESIGNATION -  BOYCE MUN TANK
 BX2712  PID         -  BX2712
 BX2712  STATE/COUNTY-  LA/RAPIDES
 BX2712  USGS QUAD   -  BOYCE (1992)
 BX2712
 BX2712                         *CURRENT SURVEY CONTROL
 BX2712  ___________________________________________________________________
 BX2712* NAD 83(1992)-  31 23 25.12407(N)    092 40 11.67511(W)     ADJUSTED  
 BX2712* NAVD 88     -                                                        
 BX2712  ___________________________________________________________________
 BX2712  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BX2712  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BX2712
 BX2712  HORZ ORDER  -  THIRD
 BX2712
 BX2712.The horizontal coordinates were established by classical geodetic methods
 BX2712.and adjusted by the National Geodetic Survey in January 1993..
 BX2712
 BX2712
 BX2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2712
 BX2712.The geoid height was determined by GEOID03.
 BX2712
 BX2712;                    North         East     Units Scale Factor Converg.
 BX2712;SPC LA N     -    98,726.944   983,840.069   MT  0.99995682   -0 05 23.4
 BX2712;SPC LA N     -   323,906.65  3,227,815.29   sFT  0.99995682   -0 05 23.4
 BX2712;UTM  15      - 3,472,906.733   531,383.414   MT  0.99961215   +0 10 19.0
 BX2712
 BX2712                          SUPERSEDED SURVEY CONTROL
 BX2712
 BX2712  NAD 83(1986)-  31 23 25.14473(N)    092 40 11.67002(W) AD(       ) 4
 BX2712  NAD 27      -  31 23 24.50386(N)    092 40 11.14579(W) AD(       ) 3
 BX2712
 BX2712.Superseded values are not recommended for survey control.
 BX2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2712.See file dsdata.txt to determine how the superseded data were derived.
 BX2712
 BX2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3138372907(NAD 83)
 BX2712_MARKER: 53 = ELEVATED TANK
 BX2712
 BX2712  HISTORY     - Date     Condition        Report By
 BX2712  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2712  HISTORY     - 19990424 GOOD             USPSQD
 BX2712
 BX2712                          STATION DESCRIPTION
 BX2712
 BX2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2712'THE BALL AT THE TOP CENTER OF THE BOYCE MUNICIPAL WATER TANK,
 BX2712'LOCATED NEAR THE CENTER OF THE TOWN OF BOYCE, 0.2 MILE NORTH OF
 BX2712'STATE HIGHWAY 1, 40 FEET WEST OF STATE HIGHWAY 8 AND AT THE
 BX2712'NORTHWEST CORNER OF THE POST OFFICE.  THE TANK IS PAINTED SILVER
 BX2712'AND HAS BOYCE PAINTED IN BLACK ON THE SOUTH SIDE OF THE TANK.  IT
 BX2712'IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS ABOUT 90
 BX2712'FEET TALL.
 BX2712
 BX2712                          STATION RECOVERY (1999)
 BX2712
 BX2712'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2956 ***********************************************************************
 CP2956  DESIGNATION -  BOYER
 CP2956  PID         -  CP2956
 CP2956  STATE/COUNTY-  LA/MADISON
 CP2956  USGS QUAD   -  TENDAL (1986)
 CP2956
 CP2956                         *CURRENT SURVEY CONTROL
 CP2956  ___________________________________________________________________
 CP2956* NAD 83(1992)-  32 28 34.96708(N)    091 15 31.87277(W)     ADJUSTED  
 CP2956* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 CP2956  ___________________________________________________________________
 CP2956  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CP2956  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2956
 CP2956  HORZ ORDER  -  SECOND
 CP2956
 CP2956.The horizontal coordinates were established by classical geodetic methods
 CP2956.and adjusted by the National Geodetic Survey in May 1994..
 CP2956
 CP2956.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2956
 CP2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2956
 CP2956.The geoid height was determined by GEOID03.
 CP2956
 CP2956;                    North         East     Units Scale Factor Converg.
 CP2956;SPC LA N     -   219,803.178 1,116,662.433   MT  0.99996215   +0 39 22.3
 CP2956;SPC LA N     -   721,137.59  3,663,583.33   sFT  0.99996215   +0 39 22.3
 CP2956;UTM  15      - 3,594,575.915   663,615.335   MT  0.99993012   +0 56 06.4
 CP2956
 CP2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2956!SPC LA N     -   1.00000014  x   0.99996215  =   0.99996229
 CP2956!UTM  15      -   1.00000014  x   0.99993012  =   0.99993026
 CP2956
 CP2956|---------------------------------------------------------------------|
 CP2956| PID    Reference Object                     Distance      Geod. Az  |
 CP2956|                                                           dddmmss.s |
 CP2956| CP2955 BOYER LADH RM 1 1970                  7.521 METERS 03140     |
 CP2956| CY3867 BOYER AZ MK                                        1252219.5 |
 CP2956| CP2940 TALLULAH LA PWR AND LT KYL 84       APPROX. 9.9 KM 1305035.6 |
 CP2956| CY3868 BOYER RM 2                            7.220 METERS 15413     |
 CP2956|---------------------------------------------------------------------|
 CP2956
 CP2956                          SUPERSEDED SURVEY CONTROL
 CP2956
 CP2956  NAD 83(1992)-  32 28 34.97449(N)    091 15 31.87059(W) AD(       ) 2
 CP2956  NAD 83(1986)-  32 28 34.97957(N)    091 15 31.86737(W) AD(       ) 2
 CP2956  NAD 27      -  32 28 34.47392(N)    091 15 31.46672(W) AD(       ) 2
 CP2956  NGVD 29 (07/19/86)   25.5    (m)           84.     (f) VERT ANG       
 CP2956
 CP2956.Superseded values are not recommended for survey control.
 CP2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2956.See file dsdata.txt to determine how the superseded data were derived.
 CP2956
 CP2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6361594576(NAD 83)
 CP2956_MARKER: DD = SURVEY DISK
 CP2956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2956
 CP2956  HISTORY     - Date     Condition        Report By
 CP2956  HISTORY     - 1970     MONUMENTED       LADTD
 CP2956
 CP2956                          STATION DESCRIPTION
 CP2956
 CP2956'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2956'THE STATION IS LOCATED 6 MILES NORTHWEST OF TALLULAH, 14 MILES
 CP2956'EAST OF DELHI AND 16 MILES SOUTHEAST OF EPPS, IN THE NORTHEAST
 CP2956'QUARTER OF SECTION 8, T17N, R12E, AND ON THE PROPERTY OWNED BY
 CP2956'BOYER BEAIRD, ROUTE 1, BOX 74C, SONDHEIMER, LOUISIANA.
 CP2956'
 CP2956'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH AT THE
 CP2956'INTERSECTION OF U.S. HIGHWAY 80 AND U.S. HIGHWAY 65, DRIVE WEST
 CP2956'ALONG U.S. HIGHWAY 80 FOR 4.5 MILES TO THE INTERSECTION WITH THE
 CP2956'BEAR LAKE ROAD LEADING NORTH.  TAKE THE BEAR LAKE ROAD NORTH FOR
 CP2956'3 MILES TO THE STATION WHICH IS SET ON THE RIGHT AND EAST OF THE
 CP2956'HIGHWAY NEAR A HOUSE.
 CP2956'
 CP2956'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG THE
 CP2956'BEAR LAKE ROAD FOR 0.6 MILE TO THE MARK WHICH IS SET ON THE RIGHT
 CP2956'AND WEST OF THE HIGHWAY NEAR A FIELD ROAD.
 CP2956'
 CP2956'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2956'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2956'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2956'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP2956'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP2956'SURFACE.  THEY ARE STAMPED BOYER 1970.  IT IS 150 FEET NORTH OF
 CP2956'THE CENTER OF THE BEAR LAKE ROAD, 45 FEET SOUTHEAST OF A 30 INCH
 CP2956'PECAN TREE, 27 FEET SOUTHWEST OF A 20 INCH SWEET GUM TREE,
 CP2956'27 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 7 FEET NORTH
 CP2956'OF A 40 INCH OAK TREE, AND 2.5 FEET WEST OF A METAL
 CP2956'WITNESS POST AND SIGN.
 CP2956'
 CP2956'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2956'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2956'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2956'GROUND.  IT IS STAMPED BOYER R.M. 1 1970.  IT IS 44 FEET EAST OF A
 CP2956'30 INCH PECAN TREE, 41.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 CP2956'OF A HOUSE, 32 FEET NORTH OF A 40 INCH OAK TREE, AND 7 FEET WEST
 CP2956'OF A 20 INCH SWEET GUM TREE.
 CP2956'
 CP2956'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2956'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2956'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2956'GROUND.  IT IS STAMPED BOYER R.M. 2 1970.  IT IS 45.5 FEET
 CP2956'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 40 FEET SOUTH
 CP2956'OF A 20 INCH SWEET GUM TREE, 27 FEET NORTH-NORTHEAST OF A 40
 CP2956'INCH OAK TREE, AND 23 FEET EAST-SOUTHEAST OF A 40 INCH WATER
 CP2956'OAK.
 CP2956'
 CP2956'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2956'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2956'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2956'GROUND.  IT IS STAMPED BOYER AZ MK 1970.  IT IS 140 FEET
 CP2956'EAST-NORTHEAST OF A 30 INCH OAK TREE IN A FIELD, 39 FEET WEST OF
 CP2956'THE CENTER OF THE BEAR LAKE ROAD, 5 FEET SOUTHWEST OF THE SOUTH
 CP2956'END OF A CONCRETE CULVERT, AND 2 FEET NORTH OF A METAL WITNESS
 CP2956'POST.
 CP2956'
 CP2956'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6507 ***********************************************************************
 AH6507  DESIGNATION -  BPB 01
 AH6507  PID         -  AH6507
 AH6507  STATE/COUNTY-  LA/TERREBONNE
 AH6507  USGS QUAD   -  GRAY (1980)
 AH6507
 AH6507                         *CURRENT SURVEY CONTROL
 AH6507  ___________________________________________________________________
 AH6507* NAD 83(1992)-  29 44 03.30210(N)    090 49 40.52799(W)     ADJUSTED  
 AH6507* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6507  **This station is located in a subsidence area (see below).
 AH6507  ___________________________________________________________________
 AH6507  X           -     -80,092.247 (meters)                     COMP
 AH6507  Y           -  -5,542,327.433 (meters)                     COMP
 AH6507  Z           -   3,144,816.255 (meters)                     COMP
 AH6507  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6507  ELLIP HEIGHT-         -23.61  (meters)          (02/21/02) GPS OBS
 AH6507  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AH6507
 AH6507  HORZ ORDER  -  FIRST
 AH6507  ELLP ORDER  -  FIFTH     CLASS I
 AH6507
 AH6507.The horizontal coordinates were established by GPS observations
 AH6507.and adjusted by the National Geodetic Survey in December 1998..
 AH6507
 AH6507 ** The orthometric height has not been validated since last determined
 AH6507 ** by differential leveling and should not be used for control purposes.
 AH6507 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6507 ** area with valid NAVD 88 orthometric heights.
 AH6507 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6507 ** epoch indicated which incorporates improved geoid heights for the
 AH6507 ** Southern Louisiana Subsidence area.
 AH6507 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6507.The orthometric height was determined by GPS observations and a
 AH6507.high-resolution geoid model.
 AH6507
 AH6507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6507
 AH6507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6507
 AH6507.The ellipsoidal height was determined by GPS observations
 AH6507.and is referenced to NAD 83.
 AH6507
 AH6507.The geoid height was determined by GEOID03.
 AH6507
 AH6507;                    North         East     Units Scale Factor Converg.
 AH6507;SPC LA S     -   136,917.937 1,048,891.165   MT  0.99993650   +0 15 09.8
 AH6507;SPC LA S     -   449,204.93  3,441,237.10   sFT  0.99993650   +0 15 09.8
 AH6507;UTM  15      - 3,291,314.305   710,073.325   MT  1.00014453   +1 04 39.7
 AH6507
 AH6507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6507!SPC LA S     -   1.00000371  x   0.99993650  =   0.99994021
 AH6507!UTM  15      -   1.00000371  x   1.00014453  =   1.00014824
 AH6507
 AH6507:                Primary Azimuth Mark                     Grid Az
 AH6507:SPC LA S     -  BPB 02                                   167 29 20.5
 AH6507:UTM  15      -  BPB 02                                   166 39 50.6
 AH6507
 AH6507|---------------------------------------------------------------------|
 AH6507| PID    Reference Object                     Distance      Geod. Az  |
 AH6507|                                                           dddmmss.s |
 AH6507| AH6498 BPB 02                              APPROX. 0.8 KM 1674430.3 |
 AH6507|---------------------------------------------------------------------|
 AH6507
 AH6507                          SUPERSEDED SURVEY CONTROL
 AH6507
 AH6507  ELLIP H (12/17/98)  -23.58   (m)                       GP(       ) 4 2
 AH6507
 AH6507.Superseded values are not recommended for survey control.
 AH6507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6507.See file dsdata.txt to determine how the superseded data were derived.
 AH6507
 AH6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1007391314(NAD 83)
 AH6507_MARKER: DD = SURVEY DISK
 AH6507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6507_STAMPING: BPB 01
 AH6507_MARK LOGO: LA-109
 AH6507_PROJECTION: FLUSH
 AH6507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6507+STABILITY: SURFACE MOTION
 AH6507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6507+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6507
 AH6507  HISTORY     - Date     Condition        Report By
 AH6507  HISTORY     - 1995     MONUMENTED       MPHI
 AH6507
 AH6507                          STATION DESCRIPTION
 AH6507
 AH6507'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6507'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6507'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT AND TRAVEL NORTH
 AH6507'ON HWY 24 FOR 11.8 MI (19.0 KM) TO INTERSECTION WITH HWY 20.  TRAVEL
 AH6507'WEST ON HWY 20 FRO 1.48 MI (2.38 KM) TO BACK PROJECT ROAD.  TURN LEFT
 AH6507'ON BACK PROJECT ROAD AND TRAVEL SOUTH FOR 0.45 MI (0.72 KM) AND THE
 AH6507'STATION IS ON THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6507'STATION IS 17.30 FT (5.27 M) EAST FROM THE CENTERLINE OF BACK PROJECT
 AH6507'ROAD, 75.50 FT (23.01 M) NORTHWEST FROM THE CENTERLINE OF DRIVEWAY
 AH6507'NO.221, 49.20 FT (15.00 M) SOUTHEAST FROM THE CENTERLINE OF THE
 AH6507'CULVERTS (2-48 INCH CEMENT CULVERTS) CROSSING THE HWY,AND 62.30 FT
 AH6507'(18.99 M) EAST FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6498 ***********************************************************************
 AH6498  DESIGNATION -  BPB 02
 AH6498  PID         -  AH6498
 AH6498  STATE/COUNTY-  LA/TERREBONNE
 AH6498  USGS QUAD   -  GRAY (1980)
 AH6498
 AH6498                         *CURRENT SURVEY CONTROL
 AH6498  ___________________________________________________________________
 AH6498* NAD 83(1992)-  29 43 37.03760(N)    090 49 33.98989(W)     ADJUSTED  
 AH6498* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6498  **This station is located in a subsidence area (see below).
 AH6498  ___________________________________________________________________
 AH6498  X           -     -79,922.348 (meters)                     COMP
 AH6498  Y           -  -5,542,730.759 (meters)                     COMP
 AH6498  Z           -   3,144,113.870 (meters)                     COMP
 AH6498  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6498  ELLIP HEIGHT-         -23.87  (meters)          (02/21/02) GPS OBS
 AH6498  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH6498
 AH6498  HORZ ORDER  -  FIRST
 AH6498  ELLP ORDER  -  FIFTH     CLASS I
 AH6498
 AH6498.The horizontal coordinates were established by GPS observations
 AH6498.and adjusted by the National Geodetic Survey in December 1998..
 AH6498
 AH6498 ** The orthometric height has not been validated since last determined
 AH6498 ** by differential leveling and should not be used for control purposes.
 AH6498 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6498 ** area with valid NAVD 88 orthometric heights.
 AH6498 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6498 ** epoch indicated which incorporates improved geoid heights for the
 AH6498 ** Southern Louisiana Subsidence area.
 AH6498 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6498.The orthometric height was determined by GPS observations and a
 AH6498.high-resolution geoid model.
 AH6498
 AH6498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6498
 AH6498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6498
 AH6498.The ellipsoidal height was determined by GPS observations
 AH6498.and is referenced to NAD 83.
 AH6498
 AH6498.The geoid height was determined by GEOID03.
 AH6498
 AH6498;                    North         East     Units Scale Factor Converg.
 AH6498;SPC LA S     -   136,110.060 1,049,070.430   MT  0.99993710   +0 15 13.0
 AH6498;SPC LA S     -   446,554.42  3,441,825.24   sFT  0.99993710   +0 15 13.0
 AH6498;UTM  15      - 3,290,508.924   710,264.241   MT  1.00014552   +1 04 42.1
 AH6498
 AH6498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6498!SPC LA S     -   1.00000375  x   0.99993710  =   0.99994085
 AH6498!UTM  15      -   1.00000375  x   1.00014552  =   1.00014927
 AH6498
 AH6498:                Primary Azimuth Mark                     Grid Az
 AH6498:SPC LA S     -  BPB 01                                   347 29 20.6
 AH6498:UTM  15      -  BPB 01                                   346 39 51.5
 AH6498
 AH6498|---------------------------------------------------------------------|
 AH6498| PID    Reference Object                     Distance      Geod. Az  |
 AH6498|                                                           dddmmss.s |
 AH6498| AH6507 BPB 01                              APPROX. 0.8 KM 3474433.6 |
 AH6498|---------------------------------------------------------------------|
 AH6498
 AH6498                          SUPERSEDED SURVEY CONTROL
 AH6498
 AH6498  ELLIP H (12/17/98)  -23.84   (m)                       GP(       ) 4 2
 AH6498
 AH6498.Superseded values are not recommended for survey control.
 AH6498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6498.See file dsdata.txt to determine how the superseded data were derived.
 AH6498
 AH6498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1026490509(NAD 83)
 AH6498_MARKER: DD = SURVEY DISK
 AH6498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6498_STAMPING: BPB 02
 AH6498_MARK LOGO: LA-109
 AH6498_PROJECTION: FLUSH
 AH6498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6498+STABILITY: SURFACE MOTION
 AH6498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6498+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6498
 AH6498  HISTORY     - Date     Condition        Report By
 AH6498  HISTORY     - 1995     MONUMENTED       MPHI
 AH6498
 AH6498                          STATION DESCRIPTION
 AH6498
 AH6498'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6498'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6498'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT AND TRAVEL NORTH
 AH6498'ON HWY 24 FOR 11.8 MI (19.0 KM) TO INTERSECTION WITH HWY 20.  TRAVEL
 AH6498'WEST ON HWY 20 FOR 1.48 MI (2.38 KM) TO BACK PROJECT ROAD.  TURN LEFT
 AH6498'ON BACK PROJECT ROAD AND TRAVEL SOUTH FOR 0.95 MI (1.53 KM) AND THE
 AH6498'STATION IS ON THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6498'STATION IS 17.30 FT (5.27 M) NORTHEAST FROM THE CENTERLINE OF BACK
 AH6498'PROJECT ROAD, 132.20 FT (40.29 M) NORTH FROM THE POWER POLE WITH A
 AH6498'LIGHT, AND 140.80 FT (42.92 M) SOUTHEAST FROM THE POWER POLE WITH A
 AH6498'LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6497 ***********************************************************************
 AH6497  DESIGNATION -  BPB 03
 AH6497  PID         -  AH6497
 AH6497  STATE/COUNTY-  LA/TERREBONNE
 AH6497  USGS QUAD   -  GRAY (1980)
 AH6497
 AH6497                         *CURRENT SURVEY CONTROL
 AH6497  ___________________________________________________________________
 AH6497* NAD 83(1992)-  29 43 10.45899(N)    090 49 28.36946(W)     ADJUSTED  
 AH6497* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6497  **This station is located in a subsidence area (see below).
 AH6497  ___________________________________________________________________
 AH6497  X           -     -79,777.162 (meters)                     COMP
 AH6497  Y           -  -5,543,139.115 (meters)                     COMP
 AH6497  Z           -   3,143,403.426 (meters)                     COMP
 AH6497  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6497  ELLIP HEIGHT-         -23.34  (meters)          (02/21/02) GPS OBS
 AH6497  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH6497
 AH6497  HORZ ORDER  -  FIRST
 AH6497  ELLP ORDER  -  FIFTH     CLASS I
 AH6497
 AH6497.The horizontal coordinates were established by GPS observations
 AH6497.and adjusted by the National Geodetic Survey in December 1998..
 AH6497
 AH6497 ** The orthometric height has not been validated since last determined
 AH6497 ** by differential leveling and should not be used for control purposes.
 AH6497 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6497 ** area with valid NAVD 88 orthometric heights.
 AH6497 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6497 ** epoch indicated which incorporates improved geoid heights for the
 AH6497 ** Southern Louisiana Subsidence area.
 AH6497 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6497.The orthometric height was determined by GPS observations and a
 AH6497.high-resolution geoid model.
 AH6497
 AH6497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6497
 AH6497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6497
 AH6497.The ellipsoidal height was determined by GPS observations
 AH6497.and is referenced to NAD 83.
 AH6497
 AH6497.The geoid height was determined by GEOID03.
 AH6497
 AH6497;                    North         East     Units Scale Factor Converg.
 AH6497;SPC LA S     -   135,292.405 1,049,225.100   MT  0.99993772   +0 15 15.8
 AH6497;SPC LA S     -   443,871.83  3,442,332.68   sFT  0.99993772   +0 15 15.8
 AH6497;UTM  15      - 3,289,693.411   710,430.698   MT  1.00014639   +1 04 44.0
 AH6497
 AH6497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6497!SPC LA S     -   1.00000367  x   0.99993772  =   0.99994139
 AH6497!UTM  15      -   1.00000367  x   1.00014639  =   1.00015006
 AH6497
 AH6497:                Primary Azimuth Mark                     Grid Az
 AH6497:SPC LA S     -  BPB 02                                   349 17 17.9
 AH6497:UTM  15      -  BPB 02                                   348 27 49.7
 AH6497
 AH6497|---------------------------------------------------------------------|
 AH6497| PID    Reference Object                     Distance      Geod. Az  |
 AH6497|                                                           dddmmss.s |
 AH6497| AH6498 BPB 02                              APPROX. 0.8 KM 3493233.7 |
 AH6497|---------------------------------------------------------------------|
 AH6497
 AH6497                          SUPERSEDED SURVEY CONTROL
 AH6497
 AH6497  ELLIP H (12/17/98)  -23.30   (m)                       GP(       ) 4 2
 AH6497
 AH6497.Superseded values are not recommended for survey control.
 AH6497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6497.See file dsdata.txt to determine how the superseded data were derived.
 AH6497
 AH6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1043189693(NAD 83)
 AH6497_MARKER: DD = SURVEY DISK
 AH6497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6497_STAMPING: BPB 03
 AH6497_MARK LOGO: LA-109
 AH6497_PROJECTION: FLUSH
 AH6497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6497+STABILITY: SURFACE MOTION
 AH6497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6497+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6497
 AH6497  HISTORY     - Date     Condition        Report By
 AH6497  HISTORY     - 1995     MONUMENTED       MPHI
 AH6497
 AH6497                          STATION DESCRIPTION
 AH6497
 AH6497'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6497'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6497'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT AND TRAVEL NORTH
 AH6497'ON HWY 24 FOR 11.8 MI (19.0 KM) TO INTERSECTION WITH HWY 20.  TRAVEL
 AH6497'WEST ON HWY 20 FOR 1.48 MI (2.38 KM) TO BACK PROJECT ROAD.  TURN LEFT
 AH6497'ON BACK PROJECT ROAD AND TRAVEL SOUTH FOR 1.45 MI (2.33 KM) AND THE
 AH6497'STATION IS ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6497'STATION IS 65.50 FT (19.96 M) SOUTHWEST FROM THE CENTERLINE OF BACK
 AH6497'PROJECT ROAD, 17.4 FT (5.3 M) SOUTHEAST FROM THE CENTERLINE OF THE
 AH6497'ISLE OF CUBA ROAD, 65.60 FT (19.99 M) SOUTHWEST FROM THE POWER POLE,
 AH6497'31.70 FT (9.66 M) NORTHWEST FROM THE POWER POLE, AND 116.20 FT (35.42
 AH6497'M) SOUTH FROM THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6527 ***********************************************************************
 AH6527  DESIGNATION -  BR 1
 AH6527  PID         -  AH6527
 AH6527  STATE/COUNTY-  LA/TERREBONNE
 AH6527  USGS QUAD   -  GIBSON (1980)
 AH6527
 AH6527                         *CURRENT SURVEY CONTROL
 AH6527  ___________________________________________________________________
 AH6527* NAD 83(1992)-  29 40 59.18193(N)    090 53 25.25260(W)     ADJUSTED  
 AH6527* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6527  **This station is located in a subsidence area (see below).
 AH6527  ___________________________________________________________________
 AH6527  X           -     -86,174.200 (meters)                     COMP
 AH6527  Y           -  -5,545,046.242 (meters)                     COMP
 AH6527  Z           -   3,139,892.267 (meters)                     COMP
 AH6527  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6527  ELLIP HEIGHT-         -23.51  (meters)          (02/21/02) GPS OBS
 AH6527  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH6527
 AH6527  HORZ ORDER  -  FIRST
 AH6527  ELLP ORDER  -  FIFTH     CLASS I
 AH6527
 AH6527.The horizontal coordinates were established by GPS observations
 AH6527.and adjusted by the National Geodetic Survey in December 1998..
 AH6527
 AH6527 ** The orthometric height has not been validated since last determined
 AH6527 ** by differential leveling and should not be used for control purposes.
 AH6527 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6527 ** area with valid NAVD 88 orthometric heights.
 AH6527 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6527 ** epoch indicated which incorporates improved geoid heights for the
 AH6527 ** Southern Louisiana Subsidence area.
 AH6527 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6527.The orthometric height was determined by GPS observations and a
 AH6527.high-resolution geoid model.
 AH6527
 AH6527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6527
 AH6527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6527
 AH6527.The ellipsoidal height was determined by GPS observations
 AH6527.and is referenced to NAD 83.
 AH6527
 AH6527.The geoid height was determined by GEOID03.
 AH6527
 AH6527;                    North         East     Units Scale Factor Converg.
 AH6527;SPC LA S     -   131,224.096 1,042,874.521   MT  0.99994103   +0 13 17.4
 AH6527;SPC LA S     -   430,524.39  3,421,497.49   sFT  0.99994103   +0 13 17.4
 AH6527;UTM  15      - 3,285,533.398   704,138.083   MT  1.00011420   +1 02 42.2
 AH6527
 AH6527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6527!SPC LA S     -   1.00000369  x   0.99994103  =   0.99994472
 AH6527!UTM  15      -   1.00000369  x   1.00011420  =   1.00011789
 AH6527
 AH6527:                Primary Azimuth Mark                     Grid Az
 AH6527:SPC LA S     -  BRB 11                                   337 20 26.3
 AH6527:UTM  15      -  BRB 11                                   336 31 01.5
 AH6527
 AH6527|---------------------------------------------------------------------|
 AH6527| PID    Reference Object                     Distance      Geod. Az  |
 AH6527|                                                           dddmmss.s |
 AH6527| AH6528 BRB 11                              APPROX. 0.6 KM 3373343.7 |
 AH6527|---------------------------------------------------------------------|
 AH6527
 AH6527                          SUPERSEDED SURVEY CONTROL
 AH6527
 AH6527  ELLIP H (12/17/98)  -23.51   (m)                       GP(       ) 4 2
 AH6527
 AH6527.Superseded values are not recommended for survey control.
 AH6527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6527.See file dsdata.txt to determine how the superseded data were derived.
 AH6527
 AH6527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0413885533(NAD 83)
 AH6527_MARKER: DD = SURVEY DISK
 AH6527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6527_STAMPING: BR-1 1993
 AH6527_MARK LOGO: TPCG  
 AH6527_PROJECTION: FLUSH
 AH6527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6527+STABILITY: SURFACE MOTION
 AH6527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6527+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6527
 AH6527  HISTORY     - Date     Condition        Report By
 AH6527  HISTORY     - 1993     MONUMENTED       GSENG
 AH6527
 AH6527                          STATION DESCRIPTION
 AH6527
 AH6527'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6527'MONUMENT IS LOCATED NORTHWEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6527'OF BULL RUN ROAD, (TOWNSHIP 16 SOUTH RANGE 15 EAST SECTION 4).
 AH6527'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE AND IS FLUSH
 AH6527'WITH THE LEVEL OF THE GROUND. MONUMENT IS ON THE WEST BANK OF THE
 AH6527'TERREBONNE LAFOURCHE DRAINAGE CANAL, 22.25 FT (6.78 M) SOUTHWEST OF
 AH6527'THE CENTERLINE OF BULL RUN ROAD 35.63 FT (10.86 M) SOUTHWEST OF A
 AH6527'CHISELED SQUARE ON THE CONCRETE CURB AT THE NORTHWEST CORNER OF THE
 AH6527'BRIDGE, 19.31 FT (5.89 M) WEST OF A CHISELED SQUARE ON THE CONCRETE
 AH6527'CURB AT THE SOUTHWEST CORNER OF THE BRIDGE, 81.70 FT (24.90 M) EAST OF
 AH6527'A NAIL/SHINER IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6524 ***********************************************************************
 AH6524  DESIGNATION -  BR 1 AZ MK
 AH6524  PID         -  AH6524
 AH6524  STATE/COUNTY-  LA/TERREBONNE
 AH6524  USGS QUAD   -  GIBSON (1980)
 AH6524
 AH6524                         *CURRENT SURVEY CONTROL
 AH6524  ___________________________________________________________________
 AH6524* NAD 83(1992)-  29 40 44.72365(N)    090 53 11.98563(W)     ADJUSTED  
 AH6524* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6524  **This station is located in a subsidence area (see below).
 AH6524  ___________________________________________________________________
 AH6524  X           -     -85,820.944 (meters)                     COMP
 AH6524  Y           -  -5,545,271.580 (meters)                     COMP
 AH6524  Z           -   3,139,505.149 (meters)                     COMP
 AH6524  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6524  ELLIP HEIGHT-         -24.21  (meters)          (02/21/02) GPS OBS
 AH6524  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH6524
 AH6524  HORZ ORDER  -  FIRST
 AH6524  ELLP ORDER  -  FIFTH     CLASS I
 AH6524
 AH6524.The horizontal coordinates were established by GPS observations
 AH6524.and adjusted by the National Geodetic Survey in December 1998..
 AH6524
 AH6524 ** The orthometric height has not been validated since last determined
 AH6524 ** by differential leveling and should not be used for control purposes.
 AH6524 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6524 ** area with valid NAVD 88 orthometric heights.
 AH6524 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6524 ** epoch indicated which incorporates improved geoid heights for the
 AH6524 ** Southern Louisiana Subsidence area.
 AH6524 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6524.The orthometric height was determined by GPS observations and a
 AH6524.high-resolution geoid model.
 AH6524
 AH6524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6524
 AH6524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6524
 AH6524.The ellipsoidal height was determined by GPS observations
 AH6524.and is referenced to NAD 83.
 AH6524
 AH6524.The geoid height was determined by GEOID03.
 AH6524
 AH6524;                    North         East     Units Scale Factor Converg.
 AH6524;SPC LA S     -   130,780.327 1,043,232.935   MT  0.99994141   +0 13 24.0
 AH6524;SPC LA S     -   429,068.46  3,422,673.39   sFT  0.99994141   +0 13 24.0
 AH6524;UTM  15      - 3,285,094.750   704,502.901   MT  1.00011604   +1 02 48.4
 AH6524
 AH6524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6524!SPC LA S     -   1.00000380  x   0.99994141  =   0.99994521
 AH6524!UTM  15      -   1.00000380  x   1.00011604  =   1.00011984
 AH6524
 AH6524                          SUPERSEDED SURVEY CONTROL
 AH6524
 AH6524  ELLIP H (12/17/98)  -24.21   (m)                       GP(       ) 4 2
 AH6524
 AH6524.Superseded values are not recommended for survey control.
 AH6524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6524.See file dsdata.txt to determine how the superseded data were derived.
 AH6524
 AH6524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0450385095(NAD 83)
 AH6524_MARKER: DD = SURVEY DISK
 AH6524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6524_STAMPING: BR-1 AZ MK 1993
 AH6524_MARK LOGO: TPCG  
 AH6524_PROJECTION: FLUSH
 AH6524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6524+STABILITY: SURFACE MOTION
 AH6524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6524+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6524
 AH6524  HISTORY     - Date     Condition        Report By
 AH6524  HISTORY     - 1993     MONUMENTED       GSENG
 AH6524
 AH6524                          STATION DESCRIPTION
 AH6524
 AH6524'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6524'MONUMENT IS LOCATED NORTHWEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6524'OF BULL RUN ROAD, (TOWNSHIP 16 SOUTH RANGE 15 EAST SECTION 3).
 AH6524'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE AND IS FLUSH
 AH6524'WITH LEVEL OF THE GROUND. MONUMENT IS ABOUT 1850 FT (563.9 M)
 AH6524'SOUTHEAST OF THE TERREBONNE-LAFOURCHE DRAINAGE CANAL, 15.95 FT (4.86
 AH6524'M) NORTHEAST OF THE CENTERLINE OF BULL RUN ROAD, 61.0 FT (18.6 M)
 AH6524'NORTH OF A NAIL/SHINER IN A LIGHT POLE,50.3 FT (15.3 M) WEST OF A 4 FT
 AH6524'CLUSTER OF SMALL TREES, 92.8 FT (28.3 M) SOUTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0488 ***********************************************************************
 BJ0488  DESIGNATION -  BR 100 USGS
 BJ0488  PID         -  BJ0488
 BJ0488  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0488  USGS QUAD   -  ZACHARY (1980)
 BJ0488
 BJ0488                         *CURRENT SURVEY CONTROL
 BJ0488  ___________________________________________________________________
 BJ0488* NAD 83(1986)-  30 38 55.     (N)    091 09 18.     (W)     SCALED    
 BJ0488* NAVD 88     -        30.033  (meters)      98.53   (feet)  ADJUSTED  
 BJ0488  ___________________________________________________________________
 BJ0488  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0488  DYNAMIC HT  -          29.994 (meters)      98.41  (feet)  COMP
 BJ0488  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BJ0488
 BJ0488  VERT ORDER  -  FIRST     CLASS II
 BJ0488
 BJ0488.The horizontal coordinates were scaled from a topographic map and have
 BJ0488.an estimated accuracy of +/- 6 seconds.
 BJ0488
 BJ0488.The orthometric height was determined by differential leveling
 BJ0488.and adjusted by the National Geodetic Survey in February 1994..
 BJ0488
 BJ0488.The geoid height was determined by GEOID03.
 BJ0488
 BJ0488.The dynamic height is computed by dividing the NAVD 88
 BJ0488.geopotential number by the normal gravity value computed on the
 BJ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0488.degrees latitude (g = 980.6199 gals.).
 BJ0488
 BJ0488.The modeled gravity was interpolated from observed gravity values.
 BJ0488
 BJ0488;                    North         East    Units  Estimated Accuracy
 BJ0488;SPC LA S     -   238,180.    1,017,090.      MT  (+/- 180 meters Scaled)
 BJ0488
 BJ0488                          SUPERSEDED SURVEY CONTROL
 BJ0488
 BJ0488  NGVD 29 (??/??/??)   30.033  (m)           98.53   (f) ADJUSTED    1 2
 BJ0488
 BJ0488.Superseded values are not recommended for survey control.
 BJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0488.See file dsdata.txt to determine how the superseded data were derived.
 BJ0488
 BJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP767921(NAD 83)
 BJ0488_MARKER: DD = SURVEY DISK
 BJ0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0488_SP_SET: BUILDING
 BJ0488_STAMPING: BR 100
 BJ0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0488
 BJ0488  HISTORY     - Date     Condition        Report By
 BJ0488  HISTORY     - UNK      MONUMENTED       USGS
 BJ0488  HISTORY     - 1935     GOOD             CGS
 BJ0488  HISTORY     - 1976     GOOD             NGS
 BJ0488
 BJ0488                          STATION DESCRIPTION
 BJ0488
 BJ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BJ0488'IN ZACHARY.
 BJ0488'ABOUT 0.15 MILE EAST ALONG MAIN STREET FROM THE ILLINOIS CENTRAL
 BJ0488'RAILROAD STATION AT ZACHARY, IN FRACTIONAL SECTION 53, T 4 S, R 1 E,
 BJ0488'NORTHWEST ACROSS MAIN STREET FROM THE BANK OF ZACHARY, 37 FEET NORTH
 BJ0488'OF THE CENTER LINE OF THE STREET, 2 FEET NORTH OF THE SOUTHEAST CORNER
 BJ0488'OF THE MC CRAINE AGENCY INSURANCE COMPANY BUILDING WHICH WAS FORMERLY
 BJ0488'A BANK, SET VERTICALLY IN THE EAST FACE OF THE BUILDING, 2 FEET SOUTH
 BJ0488'OF A PLATE GLASS WINDOW AT THE FRONT OF THE MILLS T.V. AND RADIO
 BJ0488'SERVICE, AND ABOUT 2 FEET ABOVE THE LEVEL OF A SIDEWALK.
 BJ0488
 BJ0488                          STATION RECOVERY (1976)
 BJ0488
 BJ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0488'AT THE NORTHWEST CORNER OF THE JUNCTION OF MAIN STREET AND LEE
 BJ0488'STREET, SET VERTICALLY IN THE EAST FACE OF THE BRICK FRONT OF A
 BJ0488'BUILDING AT 4633 MAIN STREET, 16.8 FT NORTH OF THE NORTH CURB OF MAIN
 BJ0488'STREET, 9 FT WEST OF THE CENTER OF THE DOOR TO 4633 MAIN STREET, 2.5
 BJ0488'FT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 BJ0488'NOTE-1/2 OF DISK HAS BEEN COVERED BY TILE FACING, BUT STAMPING,
 BJ0488'ETC IS VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1880 ***********************************************************************
 BJ1880  DESIGNATION -  BR 134 RESET 1977
 BJ1880  PID         -  BJ1880
 BJ1880  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1880  USGS QUAD   -  ZACHARY (1980)
 BJ1880
 BJ1880                         *CURRENT SURVEY CONTROL
 BJ1880  ___________________________________________________________________
 BJ1880* NAD 83(1986)-  30 43 05.     (N)    091 08 41.     (W)     SCALED    
 BJ1880* NAVD 88     -        40.95   (+/-2cm)     134.4    (feet)  VERTCON   
 BJ1880  ___________________________________________________________________
 BJ1880  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ1880
 BJ1880  VERT ORDER  -  THIRD (See Below)
 BJ1880
 BJ1880.The horizontal coordinates were scaled from a topographic map and have
 BJ1880.an estimated accuracy of +/- 6 seconds.
 BJ1880
 BJ1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1880.The vertical order pertains to the NGVD 29 superseded value.
 BJ1880
 BJ1880.The geoid height was determined by GEOID03.
 BJ1880
 BJ1880;                    North         East    Units  Estimated Accuracy
 BJ1880;SPC LA S     -   245,880.    1,018,070.      MT  (+/- 180 meters Scaled)
 BJ1880
 BJ1880                          SUPERSEDED SURVEY CONTROL
 BJ1880
 BJ1880  NGVD 29 (??/??/??)   40.94   (m)          134.3    (f) RESET       3  
 BJ1880
 BJ1880.Superseded values are not recommended for survey control.
 BJ1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1880.See file dsdata.txt to determine how the superseded data were derived.
 BJ1880
 BJ1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP776998(NAD 83)
 BJ1880_MARKER: DD = SURVEY DISK
 BJ1880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1880_SP_SET: BUILDING
 BJ1880_STAMPING: BR 134 RESET 1977
 BJ1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1880
 BJ1880  HISTORY     - Date     Condition        Report By
 BJ1880  HISTORY     - 1977     MONUMENTED       NGS
 BJ1880
 BJ1880                          STATION DESCRIPTION
 BJ1880
 BJ1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BJ1880'0.1 MI W FROM SLAUGHTER.
 BJ1880'LOCATED 0.1 MILE WEST ALONG STATE HIGHWAY 412 FROM THE ILLINOIS
 BJ1880'CENTRAL RAILROAD TRACKS IN SLAUGHTER, SET IN THE NORTHEAST CORNER OF
 BJ1880'THE AUDITORIUM OF THE FIRST BAPTIST CHURCH.  IT IS 4 FEET SOUTH OF THE
 BJ1880'NORTH EAST CORNER (5 1/2 BRICKS), 110 FEET SOUTH OF THE CENTER OF THE
 BJ1880'HIGHWAY, 76 FEET WEST OF THE CENTER OF THE STREET, AND 1 FOOT ABOVE
 BJ1880'THE GROUND.  IT IS A U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY IN THE
 BJ1880'EAST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3238 ***********************************************************************
 BJ3238  DESIGNATION -  BR 6 M BOLT
 BJ3238  PID         -  BJ3238
 BJ3238  STATE/COUNTY-  LA/ST MARTIN
 BJ3238  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ3238
 BJ3238                         *CURRENT SURVEY CONTROL
 BJ3238  ___________________________________________________________________
 BJ3238* NAD 83(1986)-  30 23 25.     (N)    091 40 30.     (W)     SCALED    
 BJ3238* NAVD 88     -         6.04   (+/-2cm)      19.8    (feet)  VERTCON   
 BJ3238  ___________________________________________________________________
 BJ3238  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ3238
 BJ3238  VERT ORDER  -  ? (See Below)
 BJ3238
 BJ3238.The horizontal coordinates were scaled from a topographic map and have
 BJ3238.an estimated accuracy of +/- 6 seconds.
 BJ3238
 BJ3238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3238.The vertical order pertains to the NGVD 29 superseded value.
 BJ3238
 BJ3238.The geoid height was determined by GEOID03.
 BJ3238
 BJ3238;                    North         East    Units  Estimated Accuracy
 BJ3238;SPC LA S     -   209,580.      967,170.      MT  (+/- 180 meters Scaled)
 BJ3238
 BJ3238                          SUPERSEDED SURVEY CONTROL
 BJ3238
 BJ3238  NGVD 29 (??/??/??)    6.046  (m)           19.84   (f) ADJUSTED    ?  
 BJ3238
 BJ3238.Superseded values are not recommended for survey control.
 BJ3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3238.See file dsdata.txt to determine how the superseded data were derived.
 BJ3238
 BJ3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP272627(NAD 83)
 BJ3238_MARKER: S = SPIKE
 BJ3238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ3238_SP_SET: TREE
 BJ3238_STAMPING: PBM BR 6 M BOLT USE
 BJ3238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3238
 BJ3238  HISTORY     - Date     Condition        Report By
 BJ3238  HISTORY     - 1933     MONUMENTED       DOD
 BJ3238
 BJ3238                          STATION DESCRIPTION
 BJ3238
 BJ3238'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ3238'4.1 MI NE FROM ATCHAFALAYA.
 BJ3238'4.1 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ3238'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ3238'SAINT MARTIN PARISH, IN THE NORTHWEST END OF IRREGULAR SEC. 11, T.
 BJ3238'8 E., ON THE WEST BANK OF A SMALL DRY SLOUGH, ABOUT 2,000 FEET SOUTH
 BJ3238'OF THE MOUTH OF ALABAMA BAYOU, ABOUT 1,000 FEET SOUTHEAST OF P. B. M.
 BJ3238'A-R-6 M (U.S.E.), DESCRIBED ABOVE, ABOUT 700 FEET EAST OF THE RIVER
 BJ3238'BANK, 20 FEET NORTH OF AN 18-INCH WILLOW TREE, AND 15 FEET EAST OF A
 BJ3238'EAST OF A 12-INCH WILLOW TREE. A COPPER BOLT, SET IN THE TOP OF A
 BJ3238'CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BJ3238'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ3238'STANDARD BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2965 ***********************************************************************
 BJ2965  DESIGNATION -  BR 6 M CAP
 BJ2965  PID         -  BJ2965
 BJ2965  STATE/COUNTY-  LA/ST MARTIN
 BJ2965  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2965
 BJ2965                         *CURRENT SURVEY CONTROL
 BJ2965  ___________________________________________________________________
 BJ2965* NAD 83(1986)-  30 23 25.     (N)    091 40 30.     (W)     SCALED    
 BJ2965* NAVD 88     -         7.27   (+/-2cm)      23.9    (feet)  VERTCON   
 BJ2965  ___________________________________________________________________
 BJ2965  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2965
 BJ2965  VERT ORDER  -  ? (See Below)
 BJ2965
 BJ2965.The horizontal coordinates were scaled from a topographic map and have
 BJ2965.an estimated accuracy of +/- 6 seconds.
 BJ2965
 BJ2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2965.The vertical order pertains to the NGVD 29 superseded value.
 BJ2965
 BJ2965.The geoid height was determined by GEOID03.
 BJ2965
 BJ2965;                    North         East    Units  Estimated Accuracy
 BJ2965;SPC LA S     -   209,580.      967,170.      MT  (+/- 180 meters Scaled)
 BJ2965
 BJ2965                          SUPERSEDED SURVEY CONTROL
 BJ2965
 BJ2965  NGVD 29 (??/??/??)    7.280  (m)           23.88   (f) ADJUSTED    ?  
 BJ2965
 BJ2965.Superseded values are not recommended for survey control.
 BJ2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2965.See file dsdata.txt to determine how the superseded data were derived.
 BJ2965
 BJ2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP272627(NAD 83)
 BJ2965_MARKER: S = SPIKE
 BJ2965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2965_SP_SET: TREE
 BJ2965_STAMPING: PBM BR 6 M CAP USE
 BJ2965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2965
 BJ2965  HISTORY     - Date     Condition        Report By
 BJ2965  HISTORY     - 1933     MONUMENTED       DOD
 BJ2965
 BJ2965                          STATION DESCRIPTION
 BJ2965
 BJ2965'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2965'4.1 MI NE FROM ATCHAFALAYA.
 BJ2965'4.1 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2965'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2965'SAINT MARTIN PARISH, IN THE NORTHWEST END OF IRREGULAR SEC. 11, T.
 BJ2965'8 E., ON THE WEST BANK OF A SMALL DRY SLOUGH, ABOUT 2,000 FEET SOUTH
 BJ2965'OF THE MOUTH OF ALABAMA BAYOU, ABOUT 1,000 FEET SOUTHEAST OF P. B. M.
 BJ2965'A-R-6 M (U.S.E.), DESCRIBED ABOVE, ABOUT 700 FEET EAST OF THE RIVER
 BJ2965'BANK, 20 FEET NORTH OF AN 18-INCH WILLOW TREE, AND 15 FEET EAST OF A
 BJ2965'EAST OF A 12-INCH WILLOW TREE. A COPPER BOLT, SET IN THE TOP OF A
 BJ2965'CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BJ2965'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2965'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2365 ***********************************************************************
 BJ2365  DESIGNATION -  BR 8 M BOLT
 BJ2365  PID         -  BJ2365
 BJ2365  STATE/COUNTY-  LA/ST MARTIN
 BJ2365  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2365
 BJ2365                         *CURRENT SURVEY CONTROL
 BJ2365  ___________________________________________________________________
 BJ2365* NAD 83(1986)-  30 20 07.     (N)    091 42 01.     (W)     SCALED    
 BJ2365* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 BJ2365  ___________________________________________________________________
 BJ2365  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2365
 BJ2365  VERT ORDER  -  ? (See Below)
 BJ2365
 BJ2365.The horizontal coordinates were scaled from a topographic map and have
 BJ2365.an estimated accuracy of +/- 6 seconds.
 BJ2365
 BJ2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2365.The vertical order pertains to the NGVD 29 superseded value.
 BJ2365
 BJ2365.The geoid height was determined by GEOID03.
 BJ2365
 BJ2365;                    North         East    Units  Estimated Accuracy
 BJ2365;SPC LA S     -   203,490.      964,720.      MT  (+/- 180 meters Scaled)
 BJ2365
 BJ2365                          SUPERSEDED SURVEY CONTROL
 BJ2365
 BJ2365  NGVD 29 (??/??/??)    5.758  (m)           18.89   (f) ADJUSTED    ?  
 BJ2365
 BJ2365.Superseded values are not recommended for survey control.
 BJ2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2365.See file dsdata.txt to determine how the superseded data were derived.
 BJ2365
 BJ2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP249566(NAD 83)
 BJ2365_MARKER: B = BOLT
 BJ2365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2365_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2365
 BJ2365  HISTORY     - Date     Condition        Report By
 BJ2365  HISTORY     - UNK      MONUMENTED       DOD
 BJ2365  HISTORY     - 1933     GOOD             DOD
 BJ2365  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2365
 BJ2365                          STATION DESCRIPTION
 BJ2365
 BJ2365'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2365'1.3 MI SE FROM EAST ATCHAFALAYA.
 BJ2365'1.3 MILES SOUTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2365'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2365'SAINT MARTIN PARISH, IN THE SOUTH END OF IRREGULAR SEC. 6, T. 8 S., R.
 BJ2365'7 E., 64.4 FEET SOUTHEAST OF SURVEY STATION 3186+50.35, ABOUT 800 FEET
 BJ2365'SOUTH OF THE MOUTH OF BAYOU MAL BOEUF, ABOUT 650 FEET SOUTH OF THE
 BJ2365'EDWIN DUPUIS RESIDENCE, 50 FEET EAST OF THE RIVER BANK, 40 FEET
 BJ2365'NORTHWEST OF A 10-INCH WILLOW TREE, 37 FEET SOUTHEAST OF A 14-INCH
 BJ2365'COTTONWOOD TREE, AND 36 FEET NORTHWEST OF A 10-INCH WILLOW TREE.  A
 BJ2365'COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER
 BJ2365'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BJ2365'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2365
 BJ2365                          STATION RECOVERY (1968)
 BJ2365
 BJ2365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2364 ***********************************************************************
 BJ2364  DESIGNATION -  BR 8 M CAP
 BJ2364  PID         -  BJ2364
 BJ2364  STATE/COUNTY-  LA/ST MARTIN
 BJ2364  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2364
 BJ2364                         *CURRENT SURVEY CONTROL
 BJ2364  ___________________________________________________________________
 BJ2364* NAD 83(1986)-  30 20 07.     (N)    091 42 01.     (W)     SCALED    
 BJ2364* NAVD 88     -         6.98   (+/-2cm)      22.9    (feet)  VERTCON   
 BJ2364  ___________________________________________________________________
 BJ2364  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2364
 BJ2364  VERT ORDER  -  ? (See Below)
 BJ2364
 BJ2364.The horizontal coordinates were scaled from a topographic map and have
 BJ2364.an estimated accuracy of +/- 6 seconds.
 BJ2364
 BJ2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2364.The vertical order pertains to the NGVD 29 superseded value.
 BJ2364
 BJ2364.The geoid height was determined by GEOID03.
 BJ2364
 BJ2364;                    North         East    Units  Estimated Accuracy
 BJ2364;SPC LA S     -   203,490.      964,720.      MT  (+/- 180 meters Scaled)
 BJ2364
 BJ2364                          SUPERSEDED SURVEY CONTROL
 BJ2364
 BJ2364  NGVD 29 (??/??/??)    6.985  (m)           22.92   (f) ADJUSTED    ?  
 BJ2364
 BJ2364.Superseded values are not recommended for survey control.
 BJ2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2364.See file dsdata.txt to determine how the superseded data were derived.
 BJ2364
 BJ2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP249566(NAD 83)
 BJ2364_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2364_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2364
 BJ2364  HISTORY     - Date     Condition        Report By
 BJ2364  HISTORY     - UNK      MONUMENTED       DOD
 BJ2364  HISTORY     - 1933     GOOD             DOD
 BJ2364  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2364
 BJ2364                          STATION DESCRIPTION
 BJ2364
 BJ2364'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2364'1.3 MI SE FROM EAST ATCHAFALAYA.
 BJ2364'1.3 MILES SOUTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2364'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2364'SAINT MARTIN PARISH, IN THE SOUTH END OF IRREGULAR SEC. 6, T. 8 S., R.
 BJ2364'7 E., 64.4 FEET SOUTHEAST OF SURVEY STATION 3186+50.35, ABOUT 800 FEET
 BJ2364'SOUTH OF THE MOUTH OF BAYOU MAL BOEUF, ABOUT 650 FEET SOUTH OF THE
 BJ2364'EDWIN DUPUIS RESIDENCE, 50 FEET EAST OF THE RIVER BANK, 40 FEET
 BJ2364'NORTHWEST OF A 10-INCH WILLOW TREE, 37 FEET SOUTHEAST OF A 14-INCH
 BJ2364'COTTONWOOD TREE, AND 36 FEET NORTHWEST OF A 10-INCH WILLOW TREE.  AN
 BJ2364'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2364
 BJ2364                          STATION RECOVERY (1968)
 BJ2364
 BJ2364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2470 ***********************************************************************
 BJ2470  DESIGNATION -  BRADFORD CAP
 BJ2470  PID         -  BJ2470
 BJ2470  STATE/COUNTY-  LA/ST LANDRY
 BJ2470  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2470
 BJ2470                         *CURRENT SURVEY CONTROL
 BJ2470  ___________________________________________________________________
 BJ2470* NAD 83(1986)-  30 26 30.     (N)    091 44 45.     (W)     SCALED    
 BJ2470* NAVD 88     -         8.33   (+/-2cm)      27.3    (feet)  VERTCON   
 BJ2470  ___________________________________________________________________
 BJ2470  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ2470
 BJ2470  VERT ORDER  -  ? (See Below)
 BJ2470
 BJ2470.The horizontal coordinates were scaled from a topographic map and have
 BJ2470.an estimated accuracy of +/- 6 seconds.
 BJ2470
 BJ2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2470.The vertical order pertains to the NGVD 29 superseded value.
 BJ2470
 BJ2470.The geoid height was determined by GEOID03.
 BJ2470
 BJ2470;                    North         East    Units  Estimated Accuracy
 BJ2470;SPC LA S     -   215,300.      960,380.      MT  (+/- 180 meters Scaled)
 BJ2470
 BJ2470                          SUPERSEDED SURVEY CONTROL
 BJ2470
 BJ2470  NGVD 29 (??/??/??)    8.343  (m)           27.37   (f) ADJUSTED    ?  
 BJ2470
 BJ2470.Superseded values are not recommended for survey control.
 BJ2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2470.See file dsdata.txt to determine how the superseded data were derived.
 BJ2470
 BJ2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP204683(NAD 83)
 BJ2470_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2470_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2470
 BJ2470  HISTORY     - Date     Condition        Report By
 BJ2470  HISTORY     - UNK      MONUMENTED       DOD
 BJ2470  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2470
 BJ2470                          STATION DESCRIPTION
 BJ2470
 BJ2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2470'7.6 MI SE FROM KROTZ SPRINGS.
 BJ2470'7.6 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2470'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1.5 MILES
 BJ2470'SOUTHEAST OF A POINT WHERE THE LEVEE CROSSES BAYOU COURTABLEAU, IN THE
 BJ2470'NW1/4 SEC. 15, T. 7 S., R. 7 E., 612.6 FEET SOUTHWEST OF LEVEE STATION
 BJ2470'2800+11.90, ON THE WEST BANK OF ATCHAFALAYA RIVER, ON A HIGH BANK, IN
 BJ2470'A WILLOW THICKET, 899.9 FEET SOUTHEAST OF P.B.M. FUTRAL (U.S.E.),
 BJ2470'DESCRIBED ABOVE, ABOUT 380 FEET EAST OF THE EAST BANK OF LITTLE OFFA
 BJ2470'BAYOU, 24 FEET SOUTHEAST OF AN 8-INCH WILLOW TREE, 18 FEET SOUTHWEST
 BJ2470'OF A 9-INCH WILLOW TREE, AND 4 FEET SOUTHWEST OF A 16-INCH CYPRESS
 BJ2470'TREE.  AN IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE THE GROUND AND
 BJ2470'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4914 ***********************************************************************
 BJ4914  DESIGNATION -  BRADLEY
 BJ4914  PID         -  BJ4914
 BJ4914  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4914  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ4914
 BJ4914                         *CURRENT SURVEY CONTROL
 BJ4914  ___________________________________________________________________
 BJ4914* NAD 83(1992)-  30 47 35.24174(N)    091 22 58.39421(W)     ADJUSTED  
 BJ4914* NAVD 88     -        55.19   (+/-2cm)     181.1    (feet)  VERTCON   
 BJ4914  ___________________________________________________________________
 BJ4914  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ4914  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4914
 BJ4914  HORZ ORDER  -  FIRST
 BJ4914  VERT ORDER  -  THIRD ? (See Below)
 BJ4914
 BJ4914.The horizontal coordinates were established by classical geodetic methods
 BJ4914.and adjusted by the National Geodetic Survey in May 1994..
 BJ4914
 BJ4914.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4914.The vertical order pertains to the NGVD 29 superseded value.
 BJ4914
 BJ4914.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4914
 BJ4914.The geoid height was determined by GEOID03.
 BJ4914
 BJ4914;                    North         East     Units Scale Factor Converg.
 BJ4914;SPC LA S     -   254,188.618   995,257.101   MT  1.00002113   -0 01 29.2
 BJ4914;SPC LA S     -   833,950.49  3,265,272.67   sFT  1.00002113   -0 01 29.2
 BJ4914;UTM  15      - 3,407,793.068   654,721.501   MT  0.99989530   +0 49 40.9
 BJ4914
 BJ4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4914!SPC LA S     -   0.99999562  x   1.00002113  =   1.00001675
 BJ4914!UTM  15      -   0.99999562  x   0.99989530  =   0.99989092
 BJ4914
 BJ4914|---------------------------------------------------------------------|
 BJ4914| PID    Reference Object                     Distance      Geod. Az  |
 BJ4914|                                                           dddmmss.s |
 BJ4914| CW1141 BRADLEY RM 1                         24.930 METERS 06422     |
 BJ4914| BJ4866 AUDUBON                             APPROX. 7.3 KM 0974553.4 |
 BJ4914| BJ4867 STARHILL ATT MICROWAVE              APPROX. 5.2 KM 1305711.8 |
 BJ4914| BJ4843 ST FRANCISVILLE ZELLERBACH TK       APPROX.11.1 KM 1463134.5 |
 BJ4914| BJ4915 ST FRANCISVILLE TANK 1970           APPROX. 1.1 KM 1565300.6 |
 BJ4914| CW1142 BRADLEY RM 2                         91.690 METERS 17042     |
 BJ4914| BJ4916 HARDWOOD KING LUMBER IND TANK       APPROX. 1.5 KM 3572201.2 |
 BJ4914|---------------------------------------------------------------------|
 BJ4914
 BJ4914                          SUPERSEDED SURVEY CONTROL
 BJ4914
 BJ4914  NAD 83(1992)-  30 47 35.24276(N)    091 22 58.39504(W) AD(       ) 1
 BJ4914  NAD 83(1986)-  30 47 35.25815(N)    091 22 58.38910(W) AD(       ) 1
 BJ4914  NAD 27      -  30 47 34.60120(N)    091 22 57.98202(W) AD(       ) 1
 BJ4914  NGVD 29 (07/19/86)   55.17   (m)          181.0    (f) LEVELING    3  
 BJ4914
 BJ4914.Superseded values are not recommended for survey control.
 BJ4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4914.See file dsdata.txt to determine how the superseded data were derived.
 BJ4914
 BJ4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5472207793(NAD 83)
 BJ4914_MARKER: DS = TRIANGULATION STATION DISK
 BJ4914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4914
 BJ4914  HISTORY     - Date     Condition        Report By
 BJ4914  HISTORY     - 1929     MONUMENTED       CGS
 BJ4914  HISTORY     - 1935     GOOD             LAGS
 BJ4914  HISTORY     - 1955     GOOD             CGS
 BJ4914  HISTORY     - 1965     GOOD             USGS
 BJ4914  HISTORY     - 1970     GOOD             NGS
 BJ4914  HISTORY     - 1980     GOOD             NGS
 BJ4914
 BJ4914                          STATION DESCRIPTION
 BJ4914
 BJ4914'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4914'ABOUT 1 MILE N OF ST. FRANCISVILLE, ON LAND OWNED BY L.J. BRADLEY
 BJ4914'OF NEW ORLEANS, ON E SIDE OF U.S. HIGHWAY 61, OPPOSITE TOP
 BJ4914'OF SMALL GRADE, IN NW CORNER OF PECAN ORCHARD WHICH IS N OF
 BJ4914'BRADLEYS HOUSE.
 BJ4914'
 BJ4914'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4914'DISKS SET IN CONCRETE.
 BJ4914'
 BJ4914'REFERENCE MARK NO. 1 IS ON S SIDE OF FENCE LINE NEAR SHED,
 BJ4914'AND 24.89 METERS (81.7 FEET) FROM STATION N 64 DEG 31 MIN E.
 BJ4914'
 BJ4914'REFERENCE MARK NO. 2 IS 20 FEET E OF GATE AT SW CORNER OF
 BJ4914'PECAN ORCHARD, AND 91.75 METERS (301.0 FEET) FROM STATION
 BJ4914'S 09 DEG 18 MIN E.
 BJ4914'
 BJ4914'REACHED FROM ST. FRANCISVILLE POST OFFICE 1.8 MILES BY ROAD,
 BJ4914'AND FROM BAINS 1.5 MILES S ON HIGHWAY.  TURN IN DRIVEWAY IN
 BJ4914'FRONT OF BRADLEYS HOUSE (JUST S OF TOP OF GRADE), AND GO N
 BJ4914'ABOUT 200 YARDS TO PECAN ORCHARD AND STATION.
 BJ4914
 BJ4914                          STATION RECOVERY (1935)
 BJ4914
 BJ4914'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ4914'RECOVERED AS DESCRIBED.
 BJ4914
 BJ4914                          STATION RECOVERY (1955)
 BJ4914
 BJ4914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4914'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4914'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BJ4914'
 BJ4914'THE STATION IS LOCATED 1 MI. N OF ST. FRANCISVILLE, ON PROPERTY
 BJ4914'OWNED BY L.J. BRADLEY, ON THE E SIDE OF U.S. HIGHWAY 61, IN
 BJ4914'THE NW CORNER OF A PASTURE AND PECAN ORCHARD, 75 YD. E OF THE
 BJ4914'HIGHWAY, 35 FT. S OF AN E-W FENCE, 29 FT. E OF A N-S FENCE,
 BJ4914'45 FT. N OF A PECAN TREE WITH A FORK ABOUT 18 FT. ABOVE THE
 BJ4914'GROUND AND WITH ALL LOWER LIMBS CUT OFF, AND 16 FT. E OF A TRACK
 BJ4914'ROAD.  IT IS A STANDARD DISK, STAMPED BRADLEY 1929 AND
 BJ4914'PROJECTING 8 IN.
 BJ4914'
 BJ4914'REFERENCE MARK 1 IS 81.7 FT. E OF THE STATION, AT THE N EDGE
 BJ4914'OF THE PASTURE AND PECAN ORCHARD, AND 2 FT. S OF A FENCE LINE.
 BJ4914'IT IS A STANDARD DISK, STAMPED BRADLEY NO 1 1929 AND PROJECTING
 BJ4914'6 IN.
 BJ4914'
 BJ4914'REFERENCE MARK 2 IS 301 FT. S OF THE STATION, IN THE S EDGE
 BJ4914'OF THE PASTURE, 22 FT. E-SE OF THE S END OF A GATE, 45 FT. W
 BJ4914'OF THE NW CORNER OF A GREEN TIN-ROOFED BARN, AND 17 FT. E
 BJ4914'OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED BRADLEY NO
 BJ4914'2 1929 AND PROJECTING 6 IN.
 BJ4914'
 BJ4914'TO REACH THE STATION FROM THE POST OFFICE IN ST. FRANCISVILLE,
 BJ4914'GO E ON STATE HIGHWAY 35 FOR 0.35 MI. TO ITS JUNCTION WITH
 BJ4914'U.S. HIGHWAY 61, TURN LEFT (N) AND GO 0.45 MI. TO A FORK, TAKE
 BJ4914'THE LEFT FORK (U.S. HIGHWAY 61) AND GO 0.5 MI. TO A DRIVEWAY
 BJ4914'RIGHT JUST S OF THE TOP OF A GRADE, TURN RIGHT UP A STEEP
 BJ4914'DRIVEWAY FOR ABOUT 100 FT. TO AN OLD TENANT HOUSE ON THE
 BJ4914'LEFT, A GATE, AND REFERENCE MARK 2 STRAIGHT AHEAD, PASS THROUGH
 BJ4914'THE GATE TURN LEFT AND GO ABOUT 300 FT. TO THE MARK ON THE
 BJ4914'RIGHT.
 BJ4914
 BJ4914                          STATION RECOVERY (1965)
 BJ4914
 BJ4914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ4914'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4914
 BJ4914                          STATION RECOVERY (1970)
 BJ4914
 BJ4914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4914'STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED AND FOUND
 BJ4914'IN GOOD CONDITION AS DESCRIBED IN THE 1955 DESCRIPTION.
 BJ4914'
 BJ4914'A CHECK FOR DISTANCE AND DIRECTION WAS MADE, A DIFFERENCE WAS FOUND
 BJ4914'IN THE DISTANCE.
 BJ4914'
 BJ4914'THE LOCATION AND ROUTE TO THE STATION ARE ADEQUATE.
 BJ4914
 BJ4914                          STATION RECOVERY (1980)
 BJ4914
 BJ4914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BJ4914'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 BJ4914'FOUND IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE FOR
 BJ4914'RECOVERY OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0829 ***********************************************************************
 AV0829  DESIGNATION -  BRAMA
 AV0829  PID         -  AV0829
 AV0829  STATE/COUNTY-  LA/CAMERON
 AV0829  USGS QUAD   -  HOLLY BEACH (1982)
 AV0829
 AV0829                         *CURRENT SURVEY CONTROL
 AV0829  ___________________________________________________________________
 AV0829* NAD 83(1992)-  29 46 12.62612(N)    093 28 14.19187(W)     ADJUSTED  
 AV0829* NAVD 88     -         1.2  **(meters)       4.   **(feet)  VERTCON   
 AV0829  **This station is located in a subsidence area (see below).
 AV0829  ___________________________________________________________________
 AV0829  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AV0829  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AV0829
 AV0829  HORZ ORDER  -  SECOND
 AV0829
 AV0829.The horizontal coordinates were established by classical geodetic methods
 AV0829.and adjusted by the National Geodetic Survey in January 1993..
 AV0829
 AV0829 ** The orthometric height has not been validated since last determined
 AV0829 ** by differential leveling and should not be used for control purposes.
 AV0829 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0829 ** area with valid NAVD 88 orthometric heights.
 AV0829 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0829 ** epoch indicated which incorporates improved geoid heights for the
 AV0829 ** Southern Louisiana Subsidence area.
 AV0829 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0829
 AV0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0829
 AV0829.The geoid height was determined by GEOID03.
 AV0829
 AV0829;                    North         East     Units Scale Factor Converg.
 AV0829;SPC LA S     -   142,719.289   793,334.388   MT  0.99993380   -1 04 07.2
 AV0829;SPC LA S     -   468,238.20  2,602,797.90   sFT  0.99993380   -1 04 07.2
 AV0829;UTM  15      - 3,293,411.974   454,506.382   MT  0.99962554   -0 14 01.2
 AV0829
 AV0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0829!SPC LA S     -   1.00000402  x   0.99993380  =   0.99993782
 AV0829!UTM  15      -   1.00000402  x   0.99962554  =   0.99962956
 AV0829
 AV0829|---------------------------------------------------------------------|
 AV0829| PID    Reference Object                     Distance      Geod. Az  |
 AV0829|                                                           dddmmss.s |
 AV0829| CV8758 BRAMA RM 1                           14.860 METERS 05721     |
 AV0829| CV8757 BRAMA AZ MK                                        2725106.3 |
 AV0829| CV8759 BRAMA RM 2                           16.270 METERS 29406     |
 AV0829|---------------------------------------------------------------------|
 AV0829
 AV0829                          SUPERSEDED SURVEY CONTROL
 AV0829
 AV0829  NAD 83(1986)-  29 46 12.65044(N)    093 28 14.17423(W) AD(       ) 2
 AV0829  NAD 27      -  29 46 11.83880(N)    093 28 13.61480(W) AD(       ) 2
 AV0829  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 AV0829
 AV0829.Superseded values are not recommended for survey control.
 AV0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0829.See file dsdata.txt to determine how the superseded data were derived.
 AV0829
 AV0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN5450693412(NAD 83)
 AV0829_MARKER: DS = TRIANGULATION STATION DISK
 AV0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0829+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2002
 AV0829
 AV0829  HISTORY     - Date     Condition        Report By
 AV0829  HISTORY     - 1963     MONUMENTED       CGS
 AV0829  HISTORY     - 1963     GOOD             CGS
 AV0829  HISTORY     - 20020207 GOOD             CHANCE
 AV0829
 AV0829                          STATION DESCRIPTION
 AV0829
 AV0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0829'THE STATION IS LOCATED 0.65 MILE WEST OF HOLLY BEACH, 15.0 MILES
 AV0829'SOUTHWEST OF THE VILLAGE OF HACKEBERRY AND 0.55 MILE FROM
 AV0829'JUNCTION OF STATE HIGHWAY 82 AND 27.
 AV0829'
 AV0829'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 27 AND
 AV0829'82 IN HOLLY BEACH, GO WEST ON HIGHWAY 82 FOR 0.55 MILE TO
 AV0829'A CATTLE GUARD ACROSS THE HIGHWAY, CONTINUE WEST ON HIGHWAY
 AV0829'82 FOR 00.5 MILE TO POWERLINE POLE NO. 28 ON THE LEFT AND
 AV0829'THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK, CONTINUE
 AV0829'WEST ON HIGHWAY 82 FOR 0.28 MILE TO POWERLINE POLE NO. 1 AND
 AV0829'THE AZIMUTH MARK, ON THE RIGHT AS DESCRIBED.
 AV0829'
 AV0829'THE STATION MARK IS A STANDARD DISK STAMPED, BRAMA 1963,
 AV0829'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 AV0829'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.4 FEET
 AV0829'NORTH OF A CREOSOTE WITNESS POST AND SIGN, 11.9 FEET WEST
 AV0829'OF POWERLINE POLE NO. 28 AND 70.9 FEET SOUTH OF CENTERLINE
 AV0829'OF HIGHWAY 82.
 AV0829'
 AV0829'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, BRAMA NO.
 AV0829'1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 AV0829'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 38.5 FEET
 AV0829'NORTHEAST OF A CREOSOTE WITNESS POST AND SIGN, 44.0 FEET
 AV0829'SOUTH OF THE CENTERLINE OF HIGHWAY AND 49.9 FEET NORTH NORTHEAST
 AV0829'OF POWERLINE POLE NO. 28.
 AV0829'
 AV0829'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, BRAMA NO.
 AV0829'2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 AV0829'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 47.7
 AV0829'FEET SOUTH OF CENTERLINE OF HIGHWAY 82, 54.7 FEET NORTHWEST
 AV0829'OF A CREOSOTE WITNESS POST AND SIGN AND 64.2 FEET NORTH NORTHWEST
 AV0829'OF POWERLINE POLE NO. 28.
 AV0829'
 AV0829'AZIMUTH MARK IS A STANDARD DISK STAMPED, BRAMA 1963, SET IN
 AV0829'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 AV0829'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.9 FEET EAST OF A
 AV0829'CREOSOTE WITNESS POST AND SIGN, 3.9 FEET EAST OF POWERLINE
 AV0829'POLE NO. 1 AND 61.6 FEET NORTH OF CENTERLINE OF HIGHWAY 82.
 AV0829'
 AV0829'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AV0829
 AV0829                          STATION RECOVERY (1963)
 AV0829
 AV0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0829'THE DESCRIPTION BY A. SULFRIDGE, 1963 IS ADEQUATE FOR
 AV0829'FUTURE RECOVERY WITH THE FOLLOWING CORRECTIONS.  GO WEST FROM
 AV0829'CATTLE GUARD FOR .05 MILE TO POWER POLE NO. 28 AND TO THE
 AV0829'STATION AS DESCRIBED.
 AV0829'
 AV0829'BRAMA NO. 1, 1963 IS 49.9 FEET NORTHEAST OF WITNESS POST AND
 AV0829'38.5 FEET NORTH NORTHEAST OF POWER POLE NO. 28.
 AV0829'
 AV0829'THE AZIMUTH MARK IS 3.9 FEET EAST OF TELEPHONE POLE NO. 1.
 AV0829
 AV0829                          STATION RECOVERY (2002)
 AV0829
 AV0829'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 AV0829'RECOVERED IN GOOD CONDITION.  AN ORANGE CARSONITE WITNESS POST WAS
 AV0829'INSTALLED 3 FEET SOUTH OF THE STATION BY RMJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2831 ***********************************************************************
 BK2831  DESIGNATION -  BRANCH
 BK2831  PID         -  BK2831
 BK2831  STATE/COUNTY-  LA/ACADIA
 BK2831  USGS QUAD   -  BRANCH (1987)
 BK2831
 BK2831                         *CURRENT SURVEY CONTROL
 BK2831  ___________________________________________________________________
 BK2831* NAD 83(1992)-  30 19 33.81310(N)    092 16 01.08816(W)     ADJUSTED  
 BK2831* NAVD 88     -        10.23   (+/-2cm)      33.6  **(feet)  VERTCON   
 BK2831  **This station is located in a subsidence area (see below).
 BK2831  ___________________________________________________________________
 BK2831  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK2831  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2831
 BK2831  HORZ ORDER  -  SECOND
 BK2831  VERT ORDER  -  THIRD ? (See Below)
 BK2831
 BK2831.The horizontal coordinates were established by classical geodetic methods
 BK2831.and adjusted by the National Geodetic Survey in January 1993..
 BK2831
 BK2831 ** The orthometric height has not been validated since last determined
 BK2831 ** by differential leveling and should not be used for control purposes.
 BK2831 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2831 ** area with valid NAVD 88 orthometric heights.
 BK2831 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2831 ** epoch indicated which incorporates improved geoid heights for the
 BK2831 ** Southern Louisiana Subsidence area.
 BK2831 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2831.The vertical order pertains to the NGVD 29 superseded value.
 BK2831
 BK2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2831
 BK2831.The geoid height was determined by GEOID03.
 BK2831
 BK2831;                    North         East     Units Scale Factor Converg.
 BK2831;SPC LA S     -   202,775.034   910,219.138   MT  0.99994179   -0 28 00.6
 BK2831;SPC LA S     -   665,271.09  2,986,277.29   sFT  0.99994179   -0 28 00.6
 BK2831;UTM  15      - 3,355,143.864   570,467.836   MT  0.99966126   +0 22 12.5
 BK2831
 BK2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2831!SPC LA S     -   1.00000270  x   0.99994179  =   0.99994449
 BK2831!UTM  15      -   1.00000270  x   0.99966126  =   0.99966396
 BK2831
 BK2831|---------------------------------------------------------------------|
 BK2831| PID    Reference Object                     Distance      Geod. Az  |
 BK2831|                                                           dddmmss.s |
 BK2831| CW1145 BRANCH RM 1                          43.312 METERS 29111     |
 BK2831| BK0474 1 V 84 LADTD                         38.429 METERS 35850     |
 BK2831| BK0475 1 V 85                                             3595415.1 |
 BK2831|---------------------------------------------------------------------|
 BK2831
 BK2831                          SUPERSEDED SURVEY CONTROL
 BK2831
 BK2831  NAD 83(1986)-  30 19 33.83249(N)    092 16 01.08265(W) AD(       ) 2
 BK2831  NAD 27      -  30 19 33.10701(N)    092 16 00.62127(W) AD(       ) 2
 BK2831  NGVD 29 (07/19/86)   10.20   (m)           33.5    (f) LEVELING    3  
 BK2831
 BK2831.Superseded values are not recommended for survey control.
 BK2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2831.See file dsdata.txt to determine how the superseded data were derived.
 BK2831
 BK2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7046855144(NAD 83)
 BK2831_MARKER: DS = TRIANGULATION STATION DISK
 BK2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2831
 BK2831  HISTORY     - Date     Condition        Report By
 BK2831  HISTORY     - 1969     MONUMENTED       CGS
 BK2831
 BK2831                          STATION DESCRIPTION
 BK2831
 BK2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2831'THE STATION IS ABOUT 10 MILES NORTHEAST OF CROWLEY, 6 MILES NORTH OF
 BK2831'RAYNE, 1-1/2 MILES SOUTH OF BRANCH AND ON LAND OWNED BY CHARLEY
 BK2831'GOSSEN.
 BK2831'
 BK2831'TO REACH THE STATION FROM THE POST OFFICE IN BRANCH, GO SOUTH ON
 BK2831'STATE HIGHWAY 35 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 1102
 BK2831'AND 1 V85 (AZIMUTH MARK) ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 35
 BK2831'FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 BK2831'
 BK2831'STATION MARK IS A STANDARD DISK, STAMPED BRANCH 1969, SET IN THE TOP
 BK2831'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BK2831'GROUND.  IT IS 96.4 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 BK2831'35, 82.4 FEET SOUTHEAST OF A POWER LINE POLE, 82.0 FEET SOUTH OF
 BK2831'THE CENTERLINE OF A PAVED ROAD, 36.7 FEET WEST-NORTHWEST OF A
 BK2831'NORTH GATE POST, 22.4 FEET SOUTHWEST OF A FENCE AND 2.7 FEET
 BK2831'NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND STATION MARK IS
 BK2831'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 BK2831'SURFACE.
 BK2831'
 BK2831'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRANCH NO 1 1969, SET IN
 BK2831'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 BK2831'INCHES.  IT IS 72.0 FEET WEST OF THE POWER LINE POLE, 3.8 FEET
 BK2831'SOUTH OF THE FENCE, 29.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BK2831'ROAD AND 2.3 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 BK2831'
 BK2831'1 V84 IS A BRONZE BENCH MARK DISK OF THE LOUISIANA DEPARTMENT OF
 BK2831'HIGHWAYS, STAMPED 1V84 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BK2831'CONCRETE MONUMENT, THAT PROJECTS 4 INCHES.  IT IS 48.5 FEET WEST OF
 BK2831'THE CENTERLINE OF HIGHWAY 35, 46.0 FEET NORTH OF THE CENTERLINE OF
 BK2831'THE PAVED ROAD, 28.4 FEET SOUTHWEST OF A FENCE CORNER POST AND
 BK2831'1.0 FEET SOUTHEAST OF A METAL WITNESS POST AND A FENCE.
 BK2831'
 BK2831'1 V85 IS A BRONZE BENCH MARK DISK OF THE LOUISIANA DEPARTMENT OF
 BK2831'HIGHWAYS, STAMPED 1V85 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BK2831'CONCRETE MONUMENT, THAT PROJECTS 6 INCHES.  IT IS 61.0 FEET
 BK2831'NORTHEAST OF A POWER LINE POLE, 41.0 FEET SOUTH OF THE CENTERLINE OF
 BK2831'STATE HIGHWAY 1102, 111.0 FEET EAST OF THE CENTERLINE OF STATE
 BK2831'HIGHWAY 35 AND 1.2 FEET NORTHWEST OF A METAL WITNESS POST AND A
 BK2831'FENCE.
 BK2831'
 BK2831'HEIGHT OF LIGHT ABOVE STATION MARK 34.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2830 ***********************************************************************
 BK2830  DESIGNATION -  BRANCH COL GULF KKM 540 MST
 BK2830  PID         -  BK2830
 BK2830  STATE/COUNTY-  LA/ACADIA
 BK2830  USGS QUAD   -  BRANCH (1987)
 BK2830
 BK2830                         *CURRENT SURVEY CONTROL
 BK2830  ___________________________________________________________________
 BK2830* NAD 83(1992)-  30 19 23.06195(N)    092 15 50.66193(W)     ADJUSTED  
 BK2830* NAVD 88     -                                                        
 BK2830  **This station is located in a subsidence area (see below).
 BK2830  ___________________________________________________________________
 BK2830  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2830  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2830
 BK2830  HORZ ORDER  -  THIRD
 BK2830
 BK2830.The horizontal coordinates were established by classical geodetic methods
 BK2830.and adjusted by the National Geodetic Survey in January 1993..
 BK2830
 BK2830 ** The orthometric height has not been validated since last determined
 BK2830 ** by differential leveling and should not be used for control purposes.
 BK2830 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2830 ** area with valid NAVD 88 orthometric heights.
 BK2830 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2830 ** epoch indicated which incorporates improved geoid heights for the
 BK2830 ** Southern Louisiana Subsidence area.
 BK2830 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2830
 BK2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2830
 BK2830.The geoid height was determined by GEOID03.
 BK2830
 BK2830;                    North         East     Units Scale Factor Converg.
 BK2830;SPC LA S     -   202,441.729   910,494.947   MT  0.99994150   -0 27 55.4
 BK2830;SPC LA S     -   664,177.57  2,987,182.17   sFT  0.99994150   -0 27 55.4
 BK2830;UTM  15      - 3,354,814.716   570,748.405   MT  0.99966175   +0 22 17.6
 BK2830
 BK2830                          SUPERSEDED SURVEY CONTROL
 BK2830
 BK2830  NAD 83(1986)-  30 19 23.08125(N)    092 15 50.65633(W) AD(       ) 4
 BK2830  NAD 27      -  30 19 22.35549(N)    092 15 50.19485(W) AD(       ) 3
 BK2830
 BK2830.Superseded values are not recommended for survey control.
 BK2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2830.See file dsdata.txt to determine how the superseded data were derived.
 BK2830
 BK2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7074854815(NAD 83)
 BK2830_MARKER: 42 = RADIO/TV MAST
 BK2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2830+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 BK2830
 BK2830  HISTORY     - Date     Condition        Report By
 BK2830  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2830  HISTORY     - 19910905 GOOD             USPSQD
 BK2830  HISTORY     - 19971017 GOOD             USPSQD
 BK2830  HISTORY     - 20030611 GOOD             USPSQD
 BK2830  HISTORY     - 20040920 GOOD             USPSQD
 BK2830
 BK2830                          STATION DESCRIPTION
 BK2830
 BK2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2830'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST, OWNED BY THE
 BK2830'COLUMBIA GULF TRANSMISSION CO.  IT IS A STRUCTURAL STEEL MAST,
 BK2830'TRIANGULAR IN CROSS SECTIONS, PAINTED ALTERNATE RED AND WHITE AND
 BK2830'IS 310 FEET IN HEIGHT.
 BK2830'
 BK2830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 365 AND 35,
 BK2830'NEAR BRANCH, GO SOUTH ON STATE HIGHWAY 35 FOR 1.9 MILES TO THE
 BK2830'STATION ON THE LEFT.
 BK2830
 BK2830                          STATION RECOVERY (1991)
 BK2830
 BK2830'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2830'RECOVERED IN GOOD CONDITION.
 BK2830
 BK2830                          STATION RECOVERY (1997)
 BK2830
 BK2830'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2830'RECOVERED IN GOOD CONDITION.
 BK2830
 BK2830                          STATION RECOVERY (2003)
 BK2830
 BK2830'RECOVERY NOTE BY US POWER SQUADRON 2003 (KMV)
 BK2830'TOWER NOW HAS A WHITE FLASHING LIGHT.
 BK2830' 
 BK2830
 BK2830                          STATION RECOVERY (2004)
 BK2830
 BK2830'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2830' 
 BK2830' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6534 ***********************************************************************
 AH6534  DESIGNATION -  BRB 01
 AH6534  PID         -  AH6534
 AH6534  STATE/COUNTY-  LA/TERREBONNE
 AH6534  USGS QUAD   -  GRAY (1980)
 AH6534
 AH6534                         *CURRENT SURVEY CONTROL
 AH6534  ___________________________________________________________________
 AH6534* NAD 83(1992)-  29 38 17.14677(N)    090 49 13.59491(W)     ADJUSTED  
 AH6534* NAVD 88     -         2.9  **(meters)      10.   **(feet)  GPS OBS   
 AH6534  **This station is located in a subsidence area (see below).
 AH6534  ___________________________________________________________________
 AH6534  X           -     -79,444.152 (meters)                     COMP
 AH6534  Y           -  -5,547,616.719 (meters)                     COMP
 AH6534  Z           -   3,135,557.260 (meters)                     COMP
 AH6534  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6534  ELLIP HEIGHT-         -22.62  (meters)          (02/21/02) GPS OBS
 AH6534  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6534
 AH6534  HORZ ORDER  -  FIRST
 AH6534  ELLP ORDER  -  FIFTH     CLASS I
 AH6534
 AH6534.The horizontal coordinates were established by GPS observations
 AH6534.and adjusted by the National Geodetic Survey in December 1998..
 AH6534
 AH6534 ** The orthometric height has not been validated since last determined
 AH6534 ** by differential leveling and should not be used for control purposes.
 AH6534 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6534 ** area with valid NAVD 88 orthometric heights.
 AH6534 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6534 ** epoch indicated which incorporates improved geoid heights for the
 AH6534 ** Southern Louisiana Subsidence area.
 AH6534 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6534.The orthometric height was determined by GPS observations and a
 AH6534.high-resolution geoid model.
 AH6534
 AH6534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6534
 AH6534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6534
 AH6534.The ellipsoidal height was determined by GPS observations
 AH6534.and is referenced to NAD 83.
 AH6534
 AH6534.The geoid height was determined by GEOID03.
 AH6534
 AH6534;                    North         East     Units Scale Factor Converg.
 AH6534;SPC LA S     -   126,263.462 1,049,662.585   MT  0.99994566   +0 15 23.2
 AH6534;SPC LA S     -   414,249.37  3,443,768.00   sFT  0.99994566   +0 15 23.2
 AH6534;UTM  15      - 3,280,669.823   710,997.964   MT  1.00014935   +1 04 41.6
 AH6534
 AH6534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6534!SPC LA S     -   1.00000355  x   0.99994566  =   0.99994921
 AH6534!UTM  15      -   1.00000355  x   1.00014935  =   1.00015290
 AH6534
 AH6534:                Primary Azimuth Mark                     Grid Az
 AH6534:SPC LA S     -  BRB 02                                   282 44 05.2
 AH6534:UTM  15      -  BRB 02                                   281 54 46.8
 AH6534
 AH6534|---------------------------------------------------------------------|
 AH6534| PID    Reference Object                     Distance      Geod. Az  |
 AH6534|                                                           dddmmss.s |
 AH6534| AH6203 BRB 02                              APPROX. 0.9 KM 2825928.4 |
 AH6534|---------------------------------------------------------------------|
 AH6534
 AH6534                          SUPERSEDED SURVEY CONTROL
 AH6534
 AH6534  ELLIP H (12/17/98)  -22.58   (m)                       GP(       ) 4 2
 AH6534
 AH6534.Superseded values are not recommended for survey control.
 AH6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6534.See file dsdata.txt to determine how the superseded data were derived.
 AH6534
 AH6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1099880670(NAD 83)
 AH6534_MARKER: DD = SURVEY DISK
 AH6534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6534_STAMPING: BRB 01
 AH6534_MARK LOGO: LA-109
 AH6534_PROJECTION: FLUSH
 AH6534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6534+STABILITY: SURFACE MOTION
 AH6534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6534+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6534
 AH6534  HISTORY     - Date     Condition        Report By
 AH6534  HISTORY     - 1995     MONUMENTED       MPHI
 AH6534
 AH6534                          STATION DESCRIPTION
 AH6534
 AH6534'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6534'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA TRAVEL SOUTH ON HWY
 AH6534'24 FOR 0.2 MI (0.3 KM)  TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6534'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM)  TO JUNCTION WITH HWY 311.
 AH6534'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM)  TO
 AH6534'JUNCTION WITH BULL RUN ROAD. TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6534'WEST FOR 0.45 MI (0.72 KM)  TO THE STATION ON THE RIGHT.   THE STATION
 AH6534'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 13.50 FT (4.11 M)
 AH6534'NORTHWEST OF THE TELEPHONE PED. NO. 201, 9.0 FT (2.7 M)  NORTHWEST OF
 AH6534'POWER POLE NO.19190, 82.50 FT (25.15 M)  SOUTHWEST OF THE FIRE
 AH6534'HYDRANT, 73.50 FT (22.40 M) SOUTHWEST OF THE POWER POLE, 48.0 FT (14.6
 AH6534'M)  NORTHWEST FROM THE CENTERLINE OF THE SHELL ROAD, AND 16.8 FT (5.1
 AH6534'M)  SOUTH FROM THE CENTERLINE OF BULL RUN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6203 ***********************************************************************
 AH6203  DESIGNATION -  BRB 02
 AH6203  PID         -  AH6203
 AH6203  STATE/COUNTY-  LA/TERREBONNE
 AH6203  USGS QUAD   -  GRAY (1980)
 AH6203
 AH6203                         *CURRENT SURVEY CONTROL
 AH6203  ___________________________________________________________________
 AH6203* NAD 83(1992)-  29 38 23.74984(N)    090 49 46.36361(W)     ADJUSTED  
 AH6203* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6203  **This station is located in a subsidence area (see below).
 AH6203  ___________________________________________________________________
 AH6203  X           -     -80,324.024 (meters)                     COMP
 AH6203  Y           -  -5,547,503.129 (meters)                     COMP
 AH6203  Z           -   3,135,733.763 (meters)                     COMP
 AH6203  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6203  ELLIP HEIGHT-         -23.04  (meters)          (02/21/02) GPS OBS
 AH6203  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6203
 AH6203  HORZ ORDER  -  FIRST
 AH6203  ELLP ORDER  -  FIFTH     CLASS I
 AH6203
 AH6203.The horizontal coordinates were established by GPS observations
 AH6203.and adjusted by the National Geodetic Survey in December 1998..
 AH6203
 AH6203 ** The orthometric height has not been validated since last determined
 AH6203 ** by differential leveling and should not be used for control purposes.
 AH6203 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6203 ** area with valid NAVD 88 orthometric heights.
 AH6203 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6203 ** epoch indicated which incorporates improved geoid heights for the
 AH6203 ** Southern Louisiana Subsidence area.
 AH6203 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6203.The orthometric height was determined by GPS observations and a
 AH6203.high-resolution geoid model.
 AH6203
 AH6203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6203
 AH6203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6203
 AH6203.The ellipsoidal height was determined by GPS observations
 AH6203.and is referenced to NAD 83.
 AH6203
 AH6203.The geoid height was determined by GEOID03.
 AH6203
 AH6203;                    North         East     Units Scale Factor Converg.
 AH6203;SPC LA S     -   126,462.852 1,048,780.320   MT  0.99994546   +0 15 06.8
 AH6203;SPC LA S     -   414,903.54  3,440,873.43   sFT  0.99994546   +0 15 06.8
 AH6203;UTM  15      - 3,280,856.575   710,112.751   MT  1.00014475   +1 04 25.6
 AH6203
 AH6203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6203!SPC LA S     -   1.00000362  x   0.99994546  =   0.99994908
 AH6203!UTM  15      -   1.00000362  x   1.00014475  =   1.00014837
 AH6203
 AH6203:                Primary Azimuth Mark                     Grid Az
 AH6203:SPC LA S     -  BRB 01                                   102 44 05.4
 AH6203:UTM  15      -  BRB 01                                   101 54 46.6
 AH6203
 AH6203|---------------------------------------------------------------------|
 AH6203| PID    Reference Object                     Distance      Geod. Az  |
 AH6203|                                                           dddmmss.s |
 AH6203| AH6534 BRB 01                              APPROX. 0.9 KM 1025912.2 |
 AH6203| AH6192 BRB 03                              APPROX. 0.8 KM 2525035.1 |
 AH6203|---------------------------------------------------------------------|
 AH6203
 AH6203                          SUPERSEDED SURVEY CONTROL
 AH6203
 AH6203  ELLIP H (12/17/98)  -23.00   (m)                       GP(       ) 4 2
 AH6203
 AH6203.Superseded values are not recommended for survey control.
 AH6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6203.See file dsdata.txt to determine how the superseded data were derived.
 AH6203
 AH6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1011380857(NAD 83)
 AH6203_MARKER: DD = SURVEY DISK
 AH6203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6203_STAMPING: BRB 02
 AH6203_MARK LOGO: LA-109
 AH6203_PROJECTION: FLUSH
 AH6203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6203+STABILITY: SURFACE MOTION
 AH6203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6203+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6203
 AH6203  HISTORY     - Date     Condition        Report By
 AH6203  HISTORY     - 1995     MONUMENTED       MPHI
 AH6203
 AH6203                          STATION DESCRIPTION
 AH6203
 AH6203'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6203'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6203'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6203'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6203'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6203'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6203'WEST FOR 1.05 MI (1.69 KM) TO THE STATION ON THE RIGHT.  THE STATION
 AH6203'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 323.3 FT (98.5 M) WEST OF
 AH6203'THE POWER POLE, 14.10 FT (4.30 M) NORTHWEST FROM THE CENTERLINE OF
 AH6203'BULL RUN ROAD, 87.80 FT (26.76 M) NORTHEAST FROM THE POWER POLE, AND
 AH6203'29.30 FT (8.93 M) SOUTHEAST FROM THE EDGE OF THE CANE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6192 ***********************************************************************
 AH6192  DESIGNATION -  BRB 03
 AH6192  PID         -  AH6192
 AH6192  STATE/COUNTY-  LA/TERREBONNE
 AH6192  USGS QUAD   -  GRAY (1980)
 AH6192
 AH6192                         *CURRENT SURVEY CONTROL
 AH6192  ___________________________________________________________________
 AH6192* NAD 83(1992)-  29 38 16.37374(N)    090 50 13.70970(W)     ADJUSTED  
 AH6192* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6192  **This station is located in a subsidence area (see below).
 AH6192  ___________________________________________________________________
 AH6192  X           -     -81,061.135 (meters)                     COMP
 AH6192  Y           -  -5,547,604.491 (meters)                     COMP
 AH6192  Z           -   3,135,536.226 (meters)                     COMP
 AH6192  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6192  ELLIP HEIGHT-         -23.32  (meters)          (02/21/02) GPS OBS
 AH6192  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6192
 AH6192  HORZ ORDER  -  FIRST
 AH6192  ELLP ORDER  -  FIFTH     CLASS I
 AH6192
 AH6192.The horizontal coordinates were established by GPS observations
 AH6192.and adjusted by the National Geodetic Survey in December 1998..
 AH6192
 AH6192 ** The orthometric height has not been validated since last determined
 AH6192 ** by differential leveling and should not be used for control purposes.
 AH6192 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6192 ** area with valid NAVD 88 orthometric heights.
 AH6192 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6192 ** epoch indicated which incorporates improved geoid heights for the
 AH6192 ** Southern Louisiana Subsidence area.
 AH6192 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6192.The orthometric height was determined by GPS observations and a
 AH6192.high-resolution geoid model.
 AH6192
 AH6192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6192
 AH6192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6192
 AH6192.The ellipsoidal height was determined by GPS observations
 AH6192.and is referenced to NAD 83.
 AH6192
 AH6192.The geoid height was determined by GEOID03.
 AH6192
 AH6192;                    North         East     Units Scale Factor Converg.
 AH6192;SPC LA S     -   126,232.542 1,048,045.796   MT  0.99994568   +0 14 53.2
 AH6192;SPC LA S     -   414,147.93  3,438,463.58   sFT  0.99994568   +0 14 53.2
 AH6192;UTM  15      - 3,280,615.706   709,381.462   MT  1.00014096   +1 04 11.9
 AH6192
 AH6192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6192!SPC LA S     -   1.00000366  x   0.99994568  =   0.99994934
 AH6192!UTM  15      -   1.00000366  x   1.00014096  =   1.00014462
 AH6192
 AH6192:                Primary Azimuth Mark                     Grid Az
 AH6192:SPC LA S     -  BRB 04                                   254 10 25.0
 AH6192:UTM  15      -  BRB 04                                   253 21 06.3
 AH6192
 AH6192|---------------------------------------------------------------------|
 AH6192| PID    Reference Object                     Distance      Geod. Az  |
 AH6192|                                                           dddmmss.s |
 AH6192| AH6204 BRB 04                              APPROX. 0.8 KM 2542518.2 |
 AH6192|---------------------------------------------------------------------|
 AH6192
 AH6192                          SUPERSEDED SURVEY CONTROL
 AH6192
 AH6192  ELLIP H (12/17/98)  -23.29   (m)                       GP(       ) 4 2
 AH6192
 AH6192.Superseded values are not recommended for survey control.
 AH6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6192.See file dsdata.txt to determine how the superseded data were derived.
 AH6192
 AH6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0938180616(NAD 83)
 AH6192_MARKER: DD = SURVEY DISK
 AH6192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6192_STAMPING: BRB 03
 AH6192_MARK LOGO: LA-109
 AH6192_PROJECTION: FLUSH
 AH6192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6192+STABILITY: SURFACE MOTION
 AH6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6192+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6192
 AH6192  HISTORY     - Date     Condition        Report By
 AH6192  HISTORY     - 1995     MONUMENTED       MPHI
 AH6192
 AH6192                          STATION DESCRIPTION
 AH6192
 AH6192'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6192'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6192'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6192'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6192'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6192'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6192'WEST FOR 1.50 MI (2.41 KM) TO THE STATION ON THE RIGHT.  THE STATION
 AH6192'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 15.40 FT (4.69 M)
 AH6192'NORTHWEST FROM THE CENTERLINE OF BULL RUN ROAD, 32.60 FT (9.94 M)
 AH6192'NORTHWEST FROM THE END OF THE 12 INCH CONCRETE CULVERT, 24.0 FT (7.3
 AH6192'M) EAST FROM THE POWER POLE NO. 19160, AND 29.50 FT (8.99 M) SOUTHEAST
 AH6192'FROM THE CANE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6204 ***********************************************************************
 AH6204  DESIGNATION -  BRB 04
 AH6204  PID         -  AH6204
 AH6204  STATE/COUNTY-  LA/TERREBONNE
 AH6204  USGS QUAD   -  GRAY (1980)
 AH6204
 AH6204                         *CURRENT SURVEY CONTROL
 AH6204  ___________________________________________________________________
 AH6204* NAD 83(1992)-  29 38 09.48883(N)    090 50 41.97418(W)     ADJUSTED  
 AH6204* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6204  **This station is located in a subsidence area (see below).
 AH6204  ___________________________________________________________________
 AH6204  X           -     -81,822.869 (meters)                     COMP
 AH6204  Y           -  -5,547,698.158 (meters)                     COMP
 AH6204  Z           -   3,135,351.974 (meters)                     COMP
 AH6204  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6204  ELLIP HEIGHT-         -23.31  (meters)          (02/21/02) GPS OBS
 AH6204  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6204
 AH6204  HORZ ORDER  -  FIRST
 AH6204  ELLP ORDER  -  FIFTH     CLASS I
 AH6204
 AH6204.The horizontal coordinates were established by GPS observations
 AH6204.and adjusted by the National Geodetic Survey in December 1998..
 AH6204
 AH6204 ** The orthometric height has not been validated since last determined
 AH6204 ** by differential leveling and should not be used for control purposes.
 AH6204 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6204 ** area with valid NAVD 88 orthometric heights.
 AH6204 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6204 ** epoch indicated which incorporates improved geoid heights for the
 AH6204 ** Southern Louisiana Subsidence area.
 AH6204 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6204.The orthometric height was determined by GPS observations and a
 AH6204.high-resolution geoid model.
 AH6204
 AH6204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6204
 AH6204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6204
 AH6204.The ellipsoidal height was determined by GPS observations
 AH6204.and is referenced to NAD 83.
 AH6204
 AH6204.The geoid height was determined by GEOID03.
 AH6204
 AH6204;                    North         East     Units Scale Factor Converg.
 AH6204;SPC LA S     -   126,017.299 1,047,286.475   MT  0.99994589   +0 14 39.0
 AH6204;SPC LA S     -   413,441.76  3,435,972.38   sFT  0.99994589   +0 14 39.0
 AH6204;UTM  15      - 3,280,389.549   708,625.161   MT  1.00013706   +1 03 57.6
 AH6204
 AH6204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6204!SPC LA S     -   1.00000366  x   0.99994589  =   0.99994955
 AH6204!UTM  15      -   1.00000366  x   1.00013706  =   1.00014072
 AH6204
 AH6204:                Primary Azimuth Mark                     Grid Az
 AH6204:SPC LA S     -  BRB 03                                   074 10 25.3
 AH6204:UTM  15      -  BRB 03                                   073 21 06.7
 AH6204
 AH6204|---------------------------------------------------------------------|
 AH6204| PID    Reference Object                     Distance      Geod. Az  |
 AH6204|                                                           dddmmss.s |
 AH6204| AH6192 BRB 03                              APPROX. 0.8 KM 0742504.3 |
 AH6204| AH6197 BRB 05                              APPROX. 0.8 KM 2722448.2 |
 AH6204|---------------------------------------------------------------------|
 AH6204
 AH6204                          SUPERSEDED SURVEY CONTROL
 AH6204
 AH6204  ELLIP H (12/17/98)  -23.29   (m)                       GP(       ) 4 2
 AH6204
 AH6204.Superseded values are not recommended for survey control.
 AH6204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6204.See file dsdata.txt to determine how the superseded data were derived.
 AH6204
 AH6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0862580390(NAD 83)
 AH6204_MARKER: DD = SURVEY DISK
 AH6204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6204_STAMPING: BRB 04
 AH6204_MARK LOGO: LA-109
 AH6204_PROJECTION: FLUSH
 AH6204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6204+STABILITY: SURFACE MOTION
 AH6204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6204+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6204
 AH6204  HISTORY     - Date     Condition        Report By
 AH6204  HISTORY     - 1995     MONUMENTED       MPHI
 AH6204
 AH6204                          STATION DESCRIPTION
 AH6204
 AH6204'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6204'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6204'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6204'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6204'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6204'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6204'WEST FOR 2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 AH6204'A 2 INCH DISK IN CONCRETE. THE STATION IS 13.70 FT (4.18 M) NORTHWEST
 AH6204'FROM THE CENTERLINE OF BULL RUN ROAD, 35.40 FT (10.79 M) FROM THE
 AH6204'POWER POLE, 26.0 FT (7.9 M) SOUTHEAST FROM THE EDGE OF THE CANE FIELD,
 AH6204'AND 164.20 FT (50.05 M) SOUTHWEST FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6197 ***********************************************************************
 AH6197  DESIGNATION -  BRB 05
 AH6197  PID         -  AH6197
 AH6197  STATE/COUNTY-  LA/TERREBONNE
 AH6197  USGS QUAD   -  GRAY (1980)
 AH6197
 AH6197                         *CURRENT SURVEY CONTROL
 AH6197  ___________________________________________________________________
 AH6197* NAD 83(1992)-  29 38 10.52109(N)    090 51 10.03232(W)     ADJUSTED  
 AH6197* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6197  **This station is located in a subsidence area (see below).
 AH6197  ___________________________________________________________________
 AH6197  X           -     -82,577.278 (meters)                     COMP
 AH6197  Y           -  -5,547,670.714 (meters)                     COMP
 AH6197  Z           -   3,135,379.288 (meters)                     COMP
 AH6197  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6197  ELLIP HEIGHT-         -23.94  (meters)          (02/21/02) GPS OBS
 AH6197  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6197
 AH6197  HORZ ORDER  -  FIRST
 AH6197  ELLP ORDER  -  FIFTH     CLASS I
 AH6197
 AH6197.The horizontal coordinates were established by GPS observations
 AH6197.and adjusted by the National Geodetic Survey in December 1998..
 AH6197
 AH6197 ** The orthometric height has not been validated since last determined
 AH6197 ** by differential leveling and should not be used for control purposes.
 AH6197 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6197 ** area with valid NAVD 88 orthometric heights.
 AH6197 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6197 ** epoch indicated which incorporates improved geoid heights for the
 AH6197 ** Southern Louisiana Subsidence area.
 AH6197 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6197.The orthometric height was determined by GPS observations and a
 AH6197.high-resolution geoid model.
 AH6197
 AH6197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6197
 AH6197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6197
 AH6197.The ellipsoidal height was determined by GPS observations
 AH6197.and is referenced to NAD 83.
 AH6197
 AH6197.The geoid height was determined by GEOID03.
 AH6197
 AH6197;                    North         East     Units Scale Factor Converg.
 AH6197;SPC LA S     -   126,045.890 1,046,531.653   MT  0.99994586   +0 14 25.0
 AH6197;SPC LA S     -   413,535.56  3,433,495.93   sFT  0.99994586   +0 14 25.0
 AH6197;UTM  15      - 3,280,407.314   707,869.863   MT  1.00013318   +1 03 43.8
 AH6197
 AH6197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6197!SPC LA S     -   1.00000376  x   0.99994586  =   0.99994962
 AH6197!UTM  15      -   1.00000376  x   1.00013318  =   1.00013694
 AH6197
 AH6197:                Primary Azimuth Mark                     Grid Az
 AH6197:SPC LA S     -  BRB 04                                   092 10 09.3
 AH6197:UTM  15      -  BRB 04                                   091 20 50.5
 AH6197
 AH6197|---------------------------------------------------------------------|
 AH6197| PID    Reference Object                     Distance      Geod. Az  |
 AH6197|                                                           dddmmss.s |
 AH6197| AH6204 BRB 04                              APPROX. 0.8 KM 0922434.3 |
 AH6197| AH6519 BRB 06                              APPROX. 0.7 KM 2972325.8 |
 AH6197|---------------------------------------------------------------------|
 AH6197
 AH6197                          SUPERSEDED SURVEY CONTROL
 AH6197
 AH6197  ELLIP H (12/17/98)  -23.93   (m)                       GP(       ) 4 2
 AH6197
 AH6197.Superseded values are not recommended for survey control.
 AH6197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6197.See file dsdata.txt to determine how the superseded data were derived.
 AH6197
 AH6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0787080407(NAD 83)
 AH6197_MARKER: DD = SURVEY DISK
 AH6197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6197_STAMPING: BRB 05
 AH6197_MARK LOGO: LA-109
 AH6197_PROJECTION: FLUSH
 AH6197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6197+STABILITY: SURFACE MOTION
 AH6197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6197+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6197
 AH6197  HISTORY     - Date     Condition        Report By
 AH6197  HISTORY     - 1995     MONUMENTED       MPHI
 AH6197
 AH6197                          STATION DESCRIPTION
 AH6197
 AH6197'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6197'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6197'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6197'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6197'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6197'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6197'WEST 2.5 MI (4.0 KM) TO THE STATION ON THE LEFT.  THE STATION IS A 2
 AH6197'INCH DISK IN CONCRETE. THE STATION IS 95.5 FT (29.1 M) SOUTHEAST FROM
 AH6197'THE 20 INCH CEDAR TREE, 61.8 FT (18.8 M) SOUTHWEST FROM THE POWER
 AH6197'POLE, 21.0 FT (6.4 M) SOUTHWEST FROM THE CENTERLINE OF BULL RUN ROAD,
 AH6197'19.9 FT (6.1 M) NORTHEAST FROM THE END OF THE 12 INCH  METAL CULVERT,
 AH6197'18.3 FT (5.6 M) NORTHEAST FROM THE EDGE OF CANE FIELD, AND 236.6 FT
 AH6197'(72.1 M) NORTHWEST FROM THE PIPELINE VENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6519 ***********************************************************************
 AH6519  DESIGNATION -  BRB 06
 AH6519  PID         -  AH6519
 AH6519  STATE/COUNTY-  LA/TERREBONNE
 AH6519  USGS QUAD   -  GRAY (1980)
 AH6519
 AH6519                         *CURRENT SURVEY CONTROL
 AH6519  ___________________________________________________________________
 AH6519* NAD 83(1992)-  29 38 20.90160(N)    090 51 32.96688(W)     ADJUSTED  
 AH6519* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6519  **This station is located in a subsidence area (see below).
 AH6519  ___________________________________________________________________
 AH6519  X           -     -83,191.756 (meters)                     COMP
 AH6519  Y           -  -5,547,503.710 (meters)                     COMP
 AH6519  Z           -   3,135,657.237 (meters)                     COMP
 AH6519  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6519  ELLIP HEIGHT-         -23.65  (meters)          (02/21/02) GPS OBS
 AH6519  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6519
 AH6519  HORZ ORDER  -  FIRST
 AH6519  ELLP ORDER  -  FIFTH     CLASS I
 AH6519
 AH6519.The horizontal coordinates were established by GPS observations
 AH6519.and adjusted by the National Geodetic Survey in December 1998..
 AH6519
 AH6519 ** The orthometric height has not been validated since last determined
 AH6519 ** by differential leveling and should not be used for control purposes.
 AH6519 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6519 ** area with valid NAVD 88 orthometric heights.
 AH6519 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6519 ** epoch indicated which incorporates improved geoid heights for the
 AH6519 ** Southern Louisiana Subsidence area.
 AH6519 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6519.The orthometric height was determined by GPS observations and a
 AH6519.high-resolution geoid model.
 AH6519
 AH6519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6519
 AH6519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6519
 AH6519.The ellipsoidal height was determined by GPS observations
 AH6519.and is referenced to NAD 83.
 AH6519
 AH6519.The geoid height was determined by GEOID03.
 AH6519
 AH6519;                    North         East     Units Scale Factor Converg.
 AH6519;SPC LA S     -   126,362.923 1,045,913.454   MT  0.99994554   +0 14 13.5
 AH6519;SPC LA S     -   414,575.69  3,431,467.72   sFT  0.99994554   +0 14 13.5
 AH6519;UTM  15      - 3,280,715.504   707,247.064   MT  1.00012999   +1 03 32.8
 AH6519
 AH6519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6519!SPC LA S     -   1.00000371  x   0.99994554  =   0.99994925
 AH6519!UTM  15      -   1.00000371  x   1.00012999  =   1.00013370
 AH6519
 AH6519:                Primary Azimuth Mark                     Grid Az
 AH6519:SPC LA S     -  BRB 07                                   299 34 56.5
 AH6519:UTM  15      -  BRB 07                                   298 45 37.2
 AH6519
 AH6519|---------------------------------------------------------------------|
 AH6519| PID    Reference Object                     Distance      Geod. Az  |
 AH6519|                                                           dddmmss.s |
 AH6519| AH6522 BRB 07                              APPROX. 0.9 KM 2994910.0 |
 AH6519|---------------------------------------------------------------------|
 AH6519
 AH6519                          SUPERSEDED SURVEY CONTROL
 AH6519
 AH6519  ELLIP H (12/17/98)  -23.64   (m)                       GP(       ) 4 2
 AH6519
 AH6519.Superseded values are not recommended for survey control.
 AH6519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6519.See file dsdata.txt to determine how the superseded data were derived.
 AH6519
 AH6519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0724780716(NAD 83)
 AH6519_MARKER: DD = SURVEY DISK
 AH6519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6519_STAMPING: BRB 06
 AH6519_MARK LOGO: LA-109
 AH6519_PROJECTION: FLUSH
 AH6519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6519+STABILITY: SURFACE MOTION
 AH6519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6519+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6519
 AH6519  HISTORY     - Date     Condition        Report By
 AH6519  HISTORY     - 1995     MONUMENTED       MPHI
 AH6519
 AH6519                          STATION DESCRIPTION
 AH6519
 AH6519'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6519'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6519'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6519'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6519'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6519'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6519'WEST FOR 2.95 MI (4.75 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 AH6519'A 2 INCH DISK IN CONCRETE. THE STATION IS 24.0 FT (7.3 M) SOUTHWEST
 AH6519'FROM THE CENTERLINE OF BULL RUN ROAD, 65.3 FT (19.9 M) NORTHWEST OF
 AH6519'THE CENTERLINE OF THE DIRT ROAD, 36.9 FT (11.2 M) NORTHWEST FROM THE
 AH6519'SERVICE POLE, 131.70 FT (40.14 M) SOUTHEAST FROM THE FIRE HYDRANT, AND
 AH6519'94.0 FT (28.7 M) SOUTHWEST FROM THE POWER POLE NO.19120.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6522 ***********************************************************************
 AH6522  DESIGNATION -  BRB 07
 AH6522  PID         -  AH6522
 AH6522  STATE/COUNTY-  LA/TERREBONNE
 AH6522  USGS QUAD   -  GRAY (1980)
 AH6522
 AH6522                         *CURRENT SURVEY CONTROL
 AH6522  ___________________________________________________________________
 AH6522* NAD 83(1992)-  29 38 34.88047(N)    090 52 00.88829(W)     ADJUSTED  
 AH6522* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6522  **This station is located in a subsidence area (see below).
 AH6522  ___________________________________________________________________
 AH6522  X           -     -83,939.478 (meters)                     COMP
 AH6522  Y           -  -5,547,279.266 (meters)                     COMP
 AH6522  Z           -   3,136,031.167 (meters)                     COMP
 AH6522  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6522  ELLIP HEIGHT-         -23.98  (meters)          (02/21/02) GPS OBS
 AH6522  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6522
 AH6522  HORZ ORDER  -  FIRST
 AH6522  ELLP ORDER  -  FIFTH     CLASS I
 AH6522
 AH6522.The horizontal coordinates were established by GPS observations
 AH6522.and adjusted by the National Geodetic Survey in December 1998..
 AH6522
 AH6522 ** The orthometric height has not been validated since last determined
 AH6522 ** by differential leveling and should not be used for control purposes.
 AH6522 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6522 ** area with valid NAVD 88 orthometric heights.
 AH6522 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6522 ** epoch indicated which incorporates improved geoid heights for the
 AH6522 ** Southern Louisiana Subsidence area.
 AH6522 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6522.The orthometric height was determined by GPS observations and a
 AH6522.high-resolution geoid model.
 AH6522
 AH6522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6522
 AH6522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6522
 AH6522.The ellipsoidal height was determined by GPS observations
 AH6522.and is referenced to NAD 83.
 AH6522
 AH6522.The geoid height was determined by GEOID03.
 AH6522
 AH6522;                    North         East     Units Scale Factor Converg.
 AH6522;SPC LA S     -   126,790.233 1,045,160.714   MT  0.99994512   +0 13 59.6
 AH6522;SPC LA S     -   415,977.62  3,428,998.11   sFT  0.99994512   +0 13 59.6
 AH6522;UTM  15      - 3,281,132.045   706,488.132   MT  1.00012611   +1 03 19.4
 AH6522
 AH6522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6522!SPC LA S     -   1.00000377  x   0.99994512  =   0.99994889
 AH6522!UTM  15      -   1.00000377  x   1.00012611  =   1.00012988
 AH6522
 AH6522:                Primary Azimuth Mark                     Grid Az
 AH6522:SPC LA S     -  BRB 06                                   119 34 56.6
 AH6522:UTM  15      -  BRB 06                                   118 45 36.8
 AH6522
 AH6522|---------------------------------------------------------------------|
 AH6522| PID    Reference Object                     Distance      Geod. Az  |
 AH6522|                                                           dddmmss.s |
 AH6522| AH6519 BRB 06                              APPROX. 0.9 KM 1194856.2 |
 AH6522|---------------------------------------------------------------------|
 AH6522
 AH6522                          SUPERSEDED SURVEY CONTROL
 AH6522
 AH6522  ELLIP H (12/17/98)  -23.97   (m)                       GP(       ) 4 2
 AH6522
 AH6522.Superseded values are not recommended for survey control.
 AH6522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6522.See file dsdata.txt to determine how the superseded data were derived.
 AH6522
 AH6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0648881132(NAD 83)
 AH6522_MARKER: DD = SURVEY DISK
 AH6522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6522_STAMPING: BRB 07
 AH6522_MARK LOGO: LA-109
 AH6522_PROJECTION: FLUSH
 AH6522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6522+STABILITY: SURFACE MOTION
 AH6522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6522+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6522
 AH6522  HISTORY     - Date     Condition        Report By
 AH6522  HISTORY     - 1995     MONUMENTED       MPHI
 AH6522
 AH6522                          STATION DESCRIPTION
 AH6522
 AH6522'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6522'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6522'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6522'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6522'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6522'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6522'WEST FOR 3.5 MI (5.6 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AH6522'22.80 FT (6.95 M) SOUTHWEST FROM THE CENTERLINE OF BULL RUN ROAD,
 AH6522'77.40 FT (23.59 M) NORTHWEST FROM THE CENTERLINE OF THE DIRT ROAD,
 AH6522'137.80 FT (42.00 M) SOUTHWEST FROM THE POWER POLE NO. 19111, 117.50 FT
 AH6522'(35.81 M) NORTHEAST FROM THE LIGHT POLE, AND 132.6 FT (40.4 M)
 AH6522'SOUTHEAST FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6201 ***********************************************************************
 AH6201  DESIGNATION -  BRB 08
 AH6201  PID         -  AH6201
 AH6201  STATE/COUNTY-  LA/TERREBONNE
 AH6201  USGS QUAD   -  GIBSON (1980)
 AH6201
 AH6201                         *CURRENT SURVEY CONTROL
 AH6201  ___________________________________________________________________
 AH6201* NAD 83(1992)-  29 39 40.37091(N)    090 52 31.38397(W)     ADJUSTED  
 AH6201* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6201  **This station is located in a subsidence area (see below).
 AH6201  ___________________________________________________________________
 AH6201  X           -     -84,744.380 (meters)                     COMP
 AH6201  Y           -  -5,546,268.932 (meters)                     COMP
 AH6201  Z           -   3,137,783.385 (meters)                     COMP
 AH6201  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6201  ELLIP HEIGHT-         -24.39  (meters)          (02/21/02) GPS OBS
 AH6201  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH6201
 AH6201  HORZ ORDER  -  FIRST
 AH6201  ELLP ORDER  -  FIFTH     CLASS I
 AH6201
 AH6201.The horizontal coordinates were established by GPS observations
 AH6201.and adjusted by the National Geodetic Survey in December 1998..
 AH6201
 AH6201 ** The orthometric height has not been validated since last determined
 AH6201 ** by differential leveling and should not be used for control purposes.
 AH6201 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6201 ** area with valid NAVD 88 orthometric heights.
 AH6201 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6201 ** epoch indicated which incorporates improved geoid heights for the
 AH6201 ** Southern Louisiana Subsidence area.
 AH6201 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6201.The orthometric height was determined by GPS observations and a
 AH6201.high-resolution geoid model.
 AH6201
 AH6201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6201
 AH6201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6201
 AH6201.The ellipsoidal height was determined by GPS observations
 AH6201.and is referenced to NAD 83.
 AH6201
 AH6201.The geoid height was determined by GEOID03.
 AH6201
 AH6201;                    North         East     Units Scale Factor Converg.
 AH6201;SPC LA S     -   128,803.294 1,044,332.460   MT  0.99994320   +0 13 44.3
 AH6201;SPC LA S     -   422,582.14  3,426,280.75   sFT  0.99994320   +0 13 44.3
 AH6201;UTM  15      - 3,283,133.369   705,630.913   MT  1.00012175   +1 03 06.4
 AH6201
 AH6201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6201!SPC LA S     -   1.00000383  x   0.99994320  =   0.99994703
 AH6201!UTM  15      -   1.00000383  x   1.00012175  =   1.00012558
 AH6201
 AH6201:                Primary Azimuth Mark                     Grid Az
 AH6201:SPC LA S     -  BRB 09                                   341 58 03.7
 AH6201:UTM  15      -  BRB 09                                   341 08 41.6
 AH6201
 AH6201|---------------------------------------------------------------------|
 AH6201| PID    Reference Object                     Distance      Geod. Az  |
 AH6201|                                                           dddmmss.s |
 AH6201| AH6202 BRB 09                              APPROX. 0.9 KM 3421148.0 |
 AH6201|---------------------------------------------------------------------|
 AH6201
 AH6201                          SUPERSEDED SURVEY CONTROL
 AH6201
 AH6201  ELLIP H (12/17/98)  -24.39   (m)                       GP(       ) 4 2
 AH6201
 AH6201.Superseded values are not recommended for survey control.
 AH6201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6201.See file dsdata.txt to determine how the superseded data were derived.
 AH6201
 AH6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0563183133(NAD 83)
 AH6201_MARKER: DD = SURVEY DISK
 AH6201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6201_STAMPING: BRB 08
 AH6201_MARK LOGO: LA-109
 AH6201_PROJECTION: FLUSH
 AH6201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6201+STABILITY: SURFACE MOTION
 AH6201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6201+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6201
 AH6201  HISTORY     - Date     Condition        Report By
 AH6201  HISTORY     - 1995     MONUMENTED       MPHI
 AH6201
 AH6201                          STATION DESCRIPTION
 AH6201
 AH6201'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6201'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6201'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6201'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6201'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6201'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6201'WEST FOR 4.95 MI (7.97 KM) TO THE STATION ON THE RIGHT.  THE STATION
 AH6201'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 37.60 FT (11.46 M) NORTH
 AH6201'FROM THE END OF THE METAL CROSSING DRAIN, 28.70 FT (8.75 M) EAST FROM
 AH6201'THE CENTERLINE OF BULL RUN ROAD, 75.80 FT (23.10 M) SOUTHEAST FROM THE
 AH6201'THE POWER POLE NO.19104, 19.45 FT (5.93 M) WEST FROM THE EDGE OF THE
 AH6201'CANE FIELD, AND 236.60 FT (72.12 M) NORTH FROM THE CORNER OF THE
 AH6201'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6202 ***********************************************************************
 AH6202  DESIGNATION -  BRB 09
 AH6202  PID         -  AH6202
 AH6202  STATE/COUNTY-  LA/TERREBONNE
 AH6202  USGS QUAD   -  GIBSON (1980)
 AH6202
 AH6202                         *CURRENT SURVEY CONTROL
 AH6202  ___________________________________________________________________
 AH6202* NAD 83(1992)-  29 40 07.54116(N)    090 52 41.37477(W)     ADJUSTED  
 AH6202* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6202  **This station is located in a subsidence area (see below).
 AH6202  ___________________________________________________________________
 AH6202  X           -     -85,006.679 (meters)                     COMP
 AH6202  Y           -  -5,545,850.931 (meters)                     COMP
 AH6202  Z           -   3,138,510.391 (meters)                     COMP
 AH6202  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6202  ELLIP HEIGHT-         -24.26  (meters)          (02/21/02) GPS OBS
 AH6202  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH6202
 AH6202  HORZ ORDER  -  FIRST
 AH6202  ELLP ORDER  -  FIFTH     CLASS I
 AH6202
 AH6202.The horizontal coordinates were established by GPS observations
 AH6202.and adjusted by the National Geodetic Survey in December 1998..
 AH6202
 AH6202 ** The orthometric height has not been validated since last determined
 AH6202 ** by differential leveling and should not be used for control purposes.
 AH6202 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6202 ** area with valid NAVD 88 orthometric heights.
 AH6202 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6202 ** epoch indicated which incorporates improved geoid heights for the
 AH6202 ** Southern Louisiana Subsidence area.
 AH6202 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6202.The orthometric height was determined by GPS observations and a
 AH6202.high-resolution geoid model.
 AH6202
 AH6202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6202
 AH6202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6202
 AH6202.The ellipsoidal height was determined by GPS observations
 AH6202.and is referenced to NAD 83.
 AH6202
 AH6202.The geoid height was determined by GEOID03.
 AH6202
 AH6202;                    North         East     Units Scale Factor Converg.
 AH6202;SPC LA S     -   129,638.762 1,044,060.479   MT  0.99994244   +0 13 39.3
 AH6202;SPC LA S     -   425,323.17  3,425,388.42   sFT  0.99994244   +0 13 39.3
 AH6202;UTM  15      - 3,283,964.993   705,346.910   MT  1.00012031   +1 03 02.3
 AH6202
 AH6202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6202!SPC LA S     -   1.00000381  x   0.99994244  =   0.99994625
 AH6202!UTM  15      -   1.00000381  x   1.00012031  =   1.00012412
 AH6202
 AH6202:                Primary Azimuth Mark                     Grid Az
 AH6202:SPC LA S     -  BRB 08                                   161 58 03.7
 AH6202:UTM  15      -  BRB 08                                   161 08 40.7
 AH6202
 AH6202|---------------------------------------------------------------------|
 AH6202| PID    Reference Object                     Distance      Geod. Az  |
 AH6202|                                                           dddmmss.s |
 AH6202| AH6201 BRB 08                              APPROX. 0.9 KM 1621143.0 |
 AH6202|---------------------------------------------------------------------|
 AH6202
 AH6202                          SUPERSEDED SURVEY CONTROL
 AH6202
 AH6202  ELLIP H (12/17/98)  -24.27   (m)                       GP(       ) 4 2
 AH6202
 AH6202.Superseded values are not recommended for survey control.
 AH6202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6202.See file dsdata.txt to determine how the superseded data were derived.
 AH6202
 AH6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0534783965(NAD 83)
 AH6202_MARKER: DD = SURVEY DISK
 AH6202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6202_STAMPING: BRB 09
 AH6202_MARK LOGO: LA-109
 AH6202_PROJECTION: FLUSH
 AH6202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6202+STABILITY: SURFACE MOTION
 AH6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6202+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6202
 AH6202  HISTORY     - Date     Condition        Report By
 AH6202  HISTORY     - 1995     MONUMENTED       MPHI
 AH6202
 AH6202                          STATION DESCRIPTION
 AH6202
 AH6202'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6202'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6202'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6202'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6202'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6202'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6202'WEST FOR 5.5 MI (8.9 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 AH6202'A 2 INCH DISK IN CONCRETE. THE STATION IS 15.0 FT (4.6 M) NORTHEAST
 AH6202'FROM THE CENTERLINE FROM BULL RUN ROAD, 32.30 FT (9.85 M) SOUTH FROM
 AH6202'THE POWER POLE NO.18195, 36.50 FT (11.13 M) NORTHWEST FROM THE
 AH6202'CENTERLINE OF HEADLAND, AND 83.0 SOUTH FROM THE 36 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6523 ***********************************************************************
 AH6523  DESIGNATION -  BRB 10
 AH6523  PID         -  AH6523
 AH6523  STATE/COUNTY-  LA/TERREBONNE
 AH6523  USGS QUAD   -  GIBSON (1980)
 AH6523
 AH6523                         *CURRENT SURVEY CONTROL
 AH6523  ___________________________________________________________________
 AH6523* NAD 83(1992)-  29 40 25.27559(N)    090 52 59.10883(W)     ADJUSTED  
 AH6523* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6523  **This station is located in a subsidence area (see below).
 AH6523  ___________________________________________________________________
 AH6523  X           -     -85,479.329 (meters)                     COMP
 AH6523  Y           -  -5,545,573.341 (meters)                     COMP
 AH6523  Z           -   3,138,984.858 (meters)                     COMP
 AH6523  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6523  ELLIP HEIGHT-         -24.24  (meters)          (02/21/02) GPS OBS
 AH6523  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH6523
 AH6523  HORZ ORDER  -  FIRST
 AH6523  ELLP ORDER  -  FIFTH     CLASS I
 AH6523
 AH6523.The horizontal coordinates were established by GPS observations
 AH6523.and adjusted by the National Geodetic Survey in December 1998..
 AH6523
 AH6523 ** The orthometric height has not been validated since last determined
 AH6523 ** by differential leveling and should not be used for control purposes.
 AH6523 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6523 ** area with valid NAVD 88 orthometric heights.
 AH6523 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6523 ** epoch indicated which incorporates improved geoid heights for the
 AH6523 ** Southern Louisiana Subsidence area.
 AH6523 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6523.The orthometric height was determined by GPS observations and a
 AH6523.high-resolution geoid model.
 AH6523
 AH6523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6523
 AH6523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6523
 AH6523.The ellipsoidal height was determined by GPS observations
 AH6523.and is referenced to NAD 83.
 AH6523
 AH6523.The geoid height was determined by GEOID03.
 AH6523
 AH6523;                    North         East     Units Scale Factor Converg.
 AH6523;SPC LA S     -   130,182.900 1,043,581.491   MT  0.99994194   +0 13 30.5
 AH6523;SPC LA S     -   427,108.40  3,423,816.94   sFT  0.99994194   +0 13 30.5
 AH6523;UTM  15      - 3,284,502.289   704,860.068   MT  1.00011784   +1 02 54.1
 AH6523
 AH6523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6523!SPC LA S     -   1.00000381  x   0.99994194  =   0.99994575
 AH6523!UTM  15      -   1.00000381  x   1.00011784  =   1.00012165
 AH6523
 AH6523                          SUPERSEDED SURVEY CONTROL
 AH6523
 AH6523  ELLIP H (12/17/98)  -24.24   (m)                       GP(       ) 4 2
 AH6523
 AH6523.Superseded values are not recommended for survey control.
 AH6523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6523.See file dsdata.txt to determine how the superseded data were derived.
 AH6523
 AH6523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0486084502(NAD 83)
 AH6523_MARKER: DD = SURVEY DISK
 AH6523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6523_STAMPING: BRB 10
 AH6523_MARK LOGO: LA-109
 AH6523_PROJECTION: FLUSH
 AH6523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6523+STABILITY: SURFACE MOTION
 AH6523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6523+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6523
 AH6523  HISTORY     - Date     Condition        Report By
 AH6523  HISTORY     - 1995     MONUMENTED       MPHI
 AH6523
 AH6523                          STATION DESCRIPTION
 AH6523
 AH6523'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6523'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6523'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6523'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6523'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6523'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6523'WEST FOR 6.0 MI (9.7 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 AH6523'A 2 INCH DISK IN CONCRETE. THE STATION IS 14.0 FT (4.3 M) NORTHEAST
 AH6523'FROM THE CENTERLINE OF BULL RUN ROAD, 95.50 FT (29.11 M) NORTH FROM
 AH6523'THE POWER POLE NO.18196, AND 83.60 FT (25.48 M) NORTHWEST FROM THE
 AH6523'LIGHT POLE/SERVICE POLE FOR 1410 AND THE SOUTHEAST CORNER OF THE 4 FT
 AH6523'MESH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6528 ***********************************************************************
 AH6528  DESIGNATION -  BRB 11
 AH6528  PID         -  AH6528
 AH6528  STATE/COUNTY-  LA/TERREBONNE
 AH6528  USGS QUAD   -  GIBSON (1980)
 AH6528
 AH6528                         *CURRENT SURVEY CONTROL
 AH6528  ___________________________________________________________________
 AH6528* NAD 83(1992)-  29 41 17.48033(N)    090 53 33.90657(W)     ADJUSTED  
 AH6528* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6528  **This station is located in a subsidence area (see below).
 AH6528  ___________________________________________________________________
 AH6528  X           -     -86,402.489 (meters)                     COMP
 AH6528  Y           -  -5,544,763.026 (meters)                     COMP
 AH6528  Z           -   3,140,381.401 (meters)                     COMP
 AH6528  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6528  ELLIP HEIGHT-         -24.20  (meters)          (02/21/02) GPS OBS
 AH6528  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AH6528
 AH6528  HORZ ORDER  -  FIRST
 AH6528  ELLP ORDER  -  FIFTH     CLASS I
 AH6528
 AH6528.The horizontal coordinates were established by GPS observations
 AH6528.and adjusted by the National Geodetic Survey in December 1998..
 AH6528
 AH6528 ** The orthometric height has not been validated since last determined
 AH6528 ** by differential leveling and should not be used for control purposes.
 AH6528 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6528 ** area with valid NAVD 88 orthometric heights.
 AH6528 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6528 ** epoch indicated which incorporates improved geoid heights for the
 AH6528 ** Southern Louisiana Subsidence area.
 AH6528 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6528.The orthometric height was determined by GPS observations and a
 AH6528.high-resolution geoid model.
 AH6528
 AH6528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6528
 AH6528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6528
 AH6528.The ellipsoidal height was determined by GPS observations
 AH6528.and is referenced to NAD 83.
 AH6528
 AH6528.The geoid height was determined by GEOID03.
 AH6528
 AH6528;                    North         East     Units Scale Factor Converg.
 AH6528;SPC LA S     -   131,786.585 1,042,639.696   MT  0.99994054   +0 13 13.1
 AH6528;SPC LA S     -   432,369.82  3,420,727.07   sFT  0.99994054   +0 13 13.1
 AH6528;UTM  15      - 3,286,092.550   703,895.154   MT  1.00011297   +1 02 38.5
 AH6528
 AH6528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6528!SPC LA S     -   1.00000380  x   0.99994054  =   0.99994434
 AH6528!UTM  15      -   1.00000380  x   1.00011297  =   1.00011677
 AH6528
 AH6528:                Primary Azimuth Mark                     Grid Az
 AH6528:SPC LA S     -  BR 1                                     157 20 26.3
 AH6528:UTM  15      -  BR 1                                     156 31 00.9
 AH6528
 AH6528|---------------------------------------------------------------------|
 AH6528| PID    Reference Object                     Distance      Geod. Az  |
 AH6528|                                                           dddmmss.s |
 AH6528| AH6527 BR 1                                APPROX. 0.6 KM 1573339.4 |
 AH6528| AH6185 BRB 12                              APPROX. 0.6 KM 3065836.0 |
 AH6528|---------------------------------------------------------------------|
 AH6528
 AH6528                          SUPERSEDED SURVEY CONTROL
 AH6528
 AH6528  ELLIP H (12/17/98)  -24.19   (m)                       GP(       ) 4 2
 AH6528
 AH6528.Superseded values are not recommended for survey control.
 AH6528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6528.See file dsdata.txt to determine how the superseded data were derived.
 AH6528
 AH6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0389586093(NAD 83)
 AH6528_MARKER: DD = SURVEY DISK
 AH6528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6528_STAMPING: BRB 11
 AH6528_MARK LOGO: LA-109
 AH6528_PROJECTION: FLUSH
 AH6528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6528+STABILITY: SURFACE MOTION
 AH6528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6528+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6528
 AH6528  HISTORY     - Date     Condition        Report By
 AH6528  HISTORY     - 1995     MONUMENTED       MPHI
 AH6528
 AH6528                          STATION DESCRIPTION
 AH6528
 AH6528'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6528'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6528'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6528'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6528'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6528'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6528'WEST FOR 7.15 MI (11.51 KM) TO THE STATION ON THE LEFT.  THE STATION
 AH6528'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 15.25 FT (4.65 M)
 AH6528'SOUTHWEST FROM THE CENTERLINE OF BULL RUN ROAD, 103.50 FT (31.55 M)
 AH6528'NORTHWEST FROM THE POWER POLE WITH LIGHT, 97.40 FT (29.69 M) SOUTH
 AH6528'FROM THE TELEPHONE PED. NO.1636, 91.50 FT (27.89 M) SOUTH FROM THE
 AH6528'FIRE HYDRANT, 131.0 FT (39.9 M) SOUTHWEST FROM THE WEST CORNER OF THE
 AH6528'HOUSE, AND 132.50 FT (40.39 M) SOUTHWEST FROM THE SOUTHEAST CORNER OF
 AH6528'THE HOUSE (PORCH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6185 ***********************************************************************
 AH6185  DESIGNATION -  BRB 12
 AH6185  PID         -  AH6185
 AH6185  STATE/COUNTY-  LA/TERREBONNE
 AH6185  USGS QUAD   -  GIBSON (1980)
 AH6185
 AH6185                         *CURRENT SURVEY CONTROL
 AH6185  ___________________________________________________________________
 AH6185* NAD 83(1992)-  29 41 28.97603(N)    090 53 51.39396(W)     ADJUSTED  
 AH6185* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6185  **This station is located in a subsidence area (see below).
 AH6185  ___________________________________________________________________
 AH6185  X           -     -86,869.834 (meters)                     COMP
 AH6185  Y           -  -5,544,580.367 (meters)                     COMP
 AH6185  Z           -   3,140,688.884 (meters)                     COMP
 AH6185  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6185  ELLIP HEIGHT-         -24.22  (meters)          (02/21/02) GPS OBS
 AH6185  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH6185
 AH6185  HORZ ORDER  -  FIRST
 AH6185  ELLP ORDER  -  FIFTH     CLASS I
 AH6185
 AH6185.The horizontal coordinates were established by GPS observations
 AH6185.and adjusted by the National Geodetic Survey in December 1998..
 AH6185
 AH6185 ** The orthometric height has not been validated since last determined
 AH6185 ** by differential leveling and should not be used for control purposes.
 AH6185 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6185 ** area with valid NAVD 88 orthometric heights.
 AH6185 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6185 ** epoch indicated which incorporates improved geoid heights for the
 AH6185 ** Southern Louisiana Subsidence area.
 AH6185 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6185.The orthometric height was determined by GPS observations and a
 AH6185.high-resolution geoid model.
 AH6185
 AH6185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6185
 AH6185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6185
 AH6185.The ellipsoidal height was determined by GPS observations
 AH6185.and is referenced to NAD 83.
 AH6185
 AH6185.The geoid height was determined by GEOID03.
 AH6185
 AH6185;                    North         East     Units Scale Factor Converg.
 AH6185;SPC LA S     -   132,138.727 1,042,168.230   MT  0.99994024   +0 13 04.3
 AH6185;SPC LA S     -   433,525.14  3,419,180.27   sFT  0.99994024   +0 13 04.3
 AH6185;UTM  15      - 3,286,437.936   703,418.593   MT  1.00011058   +1 02 30.2
 AH6185
 AH6185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6185!SPC LA S     -   1.00000380  x   0.99994024  =   0.99994404
 AH6185!UTM  15      -   1.00000380  x   1.00011058  =   1.00011438
 AH6185
 AH6185:                Primary Azimuth Mark                     Grid Az
 AH6185:SPC LA S     -  BRB 11                                   126 45 23.0
 AH6185:UTM  15      -  BRB 11                                   125 55 57.1
 AH6185
 AH6185|---------------------------------------------------------------------|
 AH6185| PID    Reference Object                     Distance      Geod. Az  |
 AH6185|                                                           dddmmss.s |
 AH6185| AH6528 BRB 11                              APPROX. 0.6 KM 1265827.3 |
 AH6185|---------------------------------------------------------------------|
 AH6185
 AH6185                          SUPERSEDED SURVEY CONTROL
 AH6185
 AH6185  ELLIP H (12/17/98)  -24.22   (m)                       GP(       ) 4 2
 AH6185
 AH6185.Superseded values are not recommended for survey control.
 AH6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6185.See file dsdata.txt to determine how the superseded data were derived.
 AH6185
 AH6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0341986438(NAD 83)
 AH6185_MARKER: DD = SURVEY DISK
 AH6185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6185_STAMPING: BRB 12
 AH6185_MARK LOGO: LA-109
 AH6185_PROJECTION: FLUSH
 AH6185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6185+STABILITY: SURFACE MOTION
 AH6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6185+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6185
 AH6185  HISTORY     - Date     Condition        Report By
 AH6185  HISTORY     - 1995     MONUMENTED       MPHI
 AH6185
 AH6185                          STATION DESCRIPTION
 AH6185
 AH6185'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6185'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6185'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6185'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6185'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6185'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6185'WEST FOR 7.55 MI (12.15 KM) TO THE STATION ON THE RIGHT.  THE STATION
 AH6185'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.0 FT (6.7 M) NORTHEAST
 AH6185'FROM THE CENTERLINE OF BULL RUN ROAD, 75.40 FT (22.98 M) NORTHWEST OF
 AH6185'THE TELEPHONE PED. NO.1726, 98.70 FT (30.08 M) NORTHWEST FROM THE
 AH6185'LIGHT POLE, 106.60 FT (32.49 M) NORTHWEST FROM THE FIRE HYDRANT,
 AH6185'156.40 FT (47.67 M) WEST FROM THE SOUTHWEST CORNER OF HOUSE NO.1726,
 AH6185'116.80 FT (35.60 M) NORTHWEST FROM THE POWER POLE/SERVICE POLE WITH
 AH6185'TRANSFORMER FOR HOUSE NO.1726, AND 126.90 FT (38.68 M) SOUTHEAST FROM
 AH6185'THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6529 ***********************************************************************
 AH6529  DESIGNATION -  BRB 13
 AH6529  PID         -  AH6529
 AH6529  STATE/COUNTY-  LA/TERREBONNE
 AH6529  USGS QUAD   -  GIBSON (1980)
 AH6529
 AH6529                         *CURRENT SURVEY CONTROL
 AH6529  ___________________________________________________________________
 AH6529* NAD 83(1992)-  29 41 41.38168(N)    090 54 16.30576(W)     ADJUSTED  
 AH6529* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6529  **This station is located in a subsidence area (see below).
 AH6529  ___________________________________________________________________
 AH6529  X           -     -87,536.496 (meters)                     COMP
 AH6529  Y           -  -5,544,380.530 (meters)                     COMP
 AH6529  Z           -   3,141,020.642 (meters)                     COMP
 AH6529  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6529  ELLIP HEIGHT-         -24.35  (meters)          (02/21/02) GPS OBS
 AH6529  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6529
 AH6529  HORZ ORDER  -  FIRST
 AH6529  ELLP ORDER  -  FIFTH     CLASS I
 AH6529
 AH6529.The horizontal coordinates were established by GPS observations
 AH6529.and adjusted by the National Geodetic Survey in December 1998..
 AH6529
 AH6529 ** The orthometric height has not been validated since last determined
 AH6529 ** by differential leveling and should not be used for control purposes.
 AH6529 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6529 ** area with valid NAVD 88 orthometric heights.
 AH6529 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6529 ** epoch indicated which incorporates improved geoid heights for the
 AH6529 ** Southern Louisiana Subsidence area.
 AH6529 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6529.The orthometric height was determined by GPS observations and a
 AH6529.high-resolution geoid model.
 AH6529
 AH6529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6529
 AH6529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6529
 AH6529.The ellipsoidal height was determined by GPS observations
 AH6529.and is referenced to NAD 83.
 AH6529
 AH6529.The geoid height was determined by GEOID03.
 AH6529
 AH6529;                    North         East     Units Scale Factor Converg.
 AH6529;SPC LA S     -   132,518.156 1,041,497.110   MT  0.99993992   +0 12 51.9
 AH6529;SPC LA S     -   434,769.98  3,416,978.44   sFT  0.99993992   +0 12 51.9
 AH6529;UTM  15      - 3,286,807.738   702,741.971   MT  1.00010719   +1 02 18.3
 AH6529
 AH6529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6529!SPC LA S     -   1.00000382  x   0.99993992  =   0.99994374
 AH6529!UTM  15      -   1.00000382  x   1.00010719  =   1.00011101
 AH6529
 AH6529:                Primary Azimuth Mark                     Grid Az
 AH6529:SPC LA S     -  BRB 12                                   119 28 56.6
 AH6529:UTM  15      -  BRB 12                                   118 39 30.2
 AH6529
 AH6529|---------------------------------------------------------------------|
 AH6529| PID    Reference Object                     Distance      Geod. Az  |
 AH6529|                                                           dddmmss.s |
 AH6529| AH6185 BRB 12                              APPROX. 0.8 KM 1194148.5 |
 AH6529|---------------------------------------------------------------------|
 AH6529
 AH6529                          SUPERSEDED SURVEY CONTROL
 AH6529
 AH6529  ELLIP H (12/17/98)  -24.36   (m)                       GP(       ) 4 2
 AH6529
 AH6529.Superseded values are not recommended for survey control.
 AH6529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6529.See file dsdata.txt to determine how the superseded data were derived.
 AH6529
 AH6529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0274286808(NAD 83)
 AH6529_MARKER: DD = SURVEY DISK
 AH6529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6529_STAMPING: BRB 13
 AH6529_MARK LOGO: LA-109
 AH6529_PROJECTION: FLUSH
 AH6529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6529+STABILITY: SURFACE MOTION
 AH6529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6529+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6529
 AH6529  HISTORY     - Date     Condition        Report By
 AH6529  HISTORY     - 1995     MONUMENTED       MPHI
 AH6529
 AH6529                          STATION DESCRIPTION
 AH6529
 AH6529'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6529'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6529'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6529'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6529'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6529'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6529'WEST FOR 8.05 MI (12.95 KM) TO THE STATION ON THE RIGHT.  THE STATION
 AH6529'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 16.30 FT (4.97 M)
 AH6529'NORTHEAST FROM THE CENTERLINE OF BULL RUN ROAD, 99.0 FT (30.2 M)
 AH6529'SOUTHEAST FROM THE POWER POLE WITH LIGHT AND TRANSFORMER, 95.30 FT
 AH6529'(29.05 M) SOUTH FROM THE SOUTHWEST CORNER OF HOUSE NO.1912, AND 83.0
 AH6529'FT (25.3 M) NORTHWEST FROM POWER POLE NO.18250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6517 ***********************************************************************
 AH6517  DESIGNATION -  BRB 14
 AH6517  PID         -  AH6517
 AH6517  STATE/COUNTY-  LA/TERREBONNE
 AH6517  USGS QUAD   -  GIBSON (1980)
 AH6517
 AH6517                         *CURRENT SURVEY CONTROL
 AH6517  ___________________________________________________________________
 AH6517* NAD 83(1992)-  29 42 01.30201(N)    090 54 32.58409(W)     ADJUSTED  
 AH6517* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6517  **This station is located in a subsidence area (see below).
 AH6517  ___________________________________________________________________
 AH6517  X           -     -87,969.229 (meters)                     COMP
 AH6517  Y           -  -5,544,069.447 (meters)                     COMP
 AH6517  Z           -   3,141,553.258 (meters)                     COMP
 AH6517  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6517  ELLIP HEIGHT-         -24.72  (meters)          (02/21/02) GPS OBS
 AH6517  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH6517
 AH6517  HORZ ORDER  -  FIRST
 AH6517  ELLP ORDER  -  FIFTH     CLASS I
 AH6517
 AH6517.The horizontal coordinates were established by GPS observations
 AH6517.and adjusted by the National Geodetic Survey in December 1998..
 AH6517
 AH6517 ** The orthometric height has not been validated since last determined
 AH6517 ** by differential leveling and should not be used for control purposes.
 AH6517 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6517 ** area with valid NAVD 88 orthometric heights.
 AH6517 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6517 ** epoch indicated which incorporates improved geoid heights for the
 AH6517 ** Southern Louisiana Subsidence area.
 AH6517 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6517.The orthometric height was determined by GPS observations and a
 AH6517.high-resolution geoid model.
 AH6517
 AH6517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6517
 AH6517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6517
 AH6517.The ellipsoidal height was determined by GPS observations
 AH6517.and is referenced to NAD 83.
 AH6517
 AH6517.The geoid height was determined by GEOID03.
 AH6517
 AH6517;                    North         East     Units Scale Factor Converg.
 AH6517;SPC LA S     -   133,129.852 1,041,057.252   MT  0.99993941   +0 12 43.7
 AH6517;SPC LA S     -   436,776.86  3,415,535.33   sFT  0.99993941   +0 12 43.7
 AH6517;UTM  15      - 3,287,413.145   702,293.286   MT  1.00010494   +1 02 10.8
 AH6517
 AH6517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6517!SPC LA S     -   1.00000388  x   0.99993941  =   0.99994329
 AH6517!UTM  15      -   1.00000388  x   1.00010494  =   1.00010882
 AH6517
 AH6517:                Primary Azimuth Mark                     Grid Az
 AH6517:SPC LA S     -  BRB 13                                   144 16 51.1
 AH6517:UTM  15      -  BRB 13                                   143 27 24.0
 AH6517
 AH6517|---------------------------------------------------------------------|
 AH6517| PID    Reference Object                     Distance      Geod. Az  |
 AH6517|                                                           dddmmss.s |
 AH6517| AH6529 BRB 13                              APPROX. 0.8 KM 1442934.8 |
 AH6517|---------------------------------------------------------------------|
 AH6517
 AH6517                          SUPERSEDED SURVEY CONTROL
 AH6517
 AH6517  ELLIP H (12/17/98)  -24.73   (m)                       GP(       ) 4 2
 AH6517
 AH6517.Superseded values are not recommended for survey control.
 AH6517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6517.See file dsdata.txt to determine how the superseded data were derived.
 AH6517
 AH6517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0229387413(NAD 83)
 AH6517_MARKER: DD = SURVEY DISK
 AH6517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6517_STAMPING: BRB 14
 AH6517_MARK LOGO: LA-109
 AH6517_PROJECTION: FLUSH
 AH6517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6517+STABILITY: SURFACE MOTION
 AH6517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6517+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6517
 AH6517  HISTORY     - Date     Condition        Report By
 AH6517  HISTORY     - 1995     MONUMENTED       MPHI
 AH6517
 AH6517                          STATION DESCRIPTION
 AH6517
 AH6517'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6517'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6517'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6517'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6517'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6517'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6517'WEST FOR 8.50 MI (13.68 KM) TO THE STATION ON THE LEFT.  THE STATION
 AH6517'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 19.50 FT (5.94 M)
 AH6517'SOUTHWEST FROM THE CENTERLINE OF BULL RUN ROAD, 53.60 FT (16.34 M)
 AH6517'NORTHEAST FROM THE EAST CORNER OF THE CINDAR BLOCK BUILDING NO. 2023,
 AH6517'46.90 FT (14.30 M) NORTHWEST FROM THE FIRE HYDRANT, 58.40 FT (17.80 M)
 AH6517'NORTHEAST FROM THE LIGHT POLE/SERVICE POLE FOR NO.2023, AND 52.90 FT
 AH6517'(16.12 M) NORTHWEST FROM THE SERVICE POLE (EAST SIDE OF BULL RUN ROAD)
 AH6517'FOR NO.2024 AND NO.2022.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1219 ***********************************************************************
 AT1219  DESIGNATION -  BRD
 AT1219  PID         -  AT1219
 AT1219  STATE/COUNTY-  LA/JEFFERSON
 AT1219  USGS QUAD   -  BARATARIA PASS (1993)
 AT1219
 AT1219                         *CURRENT SURVEY CONTROL
 AT1219  ___________________________________________________________________
 AT1219* NAD 83(1992)-  29 19 41.83011(N)    089 57 07.51254(W)     ADJUSTED  
 AT1219* NAVD 88     -                                                        
 AT1219  **This station is located in a subsidence area (see below).
 AT1219  ___________________________________________________________________
 AT1219  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AT1219  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AT1219
 AT1219  HORZ ORDER  -  THIRD
 AT1219
 AT1219.The horizontal coordinates were established by classical geodetic methods
 AT1219.and adjusted by the National Geodetic Survey in January 1993..
 AT1219
 AT1219 ** The orthometric height has not been validated since last determined
 AT1219 ** by differential leveling and should not be used for control purposes.
 AT1219 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1219 ** area with valid NAVD 88 orthometric heights.
 AT1219 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1219 ** epoch indicated which incorporates improved geoid heights for the
 AT1219 ** Southern Louisiana Subsidence area.
 AT1219 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1219
 AT1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1219
 AT1219.The geoid height was determined by GEOID03.
 AT1219
 AT1219;                    North         East     Units Scale Factor Converg.
 AT1219;SPC LA S     -    92,621.467 1,134,155.653   MT  0.99999413   +0 41 26.3
 AT1219;SPC LA S     -   303,875.60  3,720,975.67   sFT  0.99999413   +0 41 26.3
 AT1219;UTM  16      - 3,247,977.381   213,313.728   MT  1.00061429   -1 26 49.1
 AT1219;UTM  15      - 3,248,216.384   795,996.793   MT  1.00068125   +1 29 38.4
 AT1219
 AT1219                          SUPERSEDED SURVEY CONTROL
 AT1219
 AT1219  NAD 83(1986)-  29 19 41.84310(N)    089 57 07.52138(W) AD(       ) 4
 AT1219  NAD 27      -  29 19 41.03400(N)    089 57 07.27000(W) AD(       ) 3
 AT1219
 AT1219.Superseded values are not recommended for survey control.
 AT1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1219.See file dsdata.txt to determine how the superseded data were derived.
 AT1219
 AT1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1331447977(NAD 83)
 AT1219_MARKER: 95 = ROOFTOP BLOCKHOUSE
 AT1219
 AT1219  HISTORY     - Date     Condition        Report By
 AT1219  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1219
 AT1219                          STATION DESCRIPTION
 AT1219
 AT1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1219'THE STATION IS THE
 AT1219'CENTER OF THE ROOF
 AT1219'OF A 14-BY 14-FOOT BUILDING ON BIRD ISLAND
 AT1219'ABOUT 1 MILE SW OF SHELL LIGHT.  THIS
 AT1219'IS THE ONLY BUILDING ON
 AT1219'BIRD ISLAND AND IT IS ABOUT 10 METERS (33 FEET) E OF THE
 AT1219'HIGHWATER MARK OF BARATARIA BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5193 ***********************************************************************
 BJ5193  DESIGNATION -  BREAUX
 BJ5193  PID         -  BJ5193
 BJ5193  STATE/COUNTY-  LA/ST MARTIN
 BJ5193  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5193
 BJ5193                         *CURRENT SURVEY CONTROL
 BJ5193  ___________________________________________________________________
 BJ5193* NAD 83(1992)-  30 18 28.31607(N)    091 54 14.60918(W)     ADJUSTED  
 BJ5193* NAVD 88     -         7.2  **(meters)      24.   **(feet)  VERTCON   
 BJ5193  **This station is located in a subsidence area (see below).
 BJ5193  ___________________________________________________________________
 BJ5193  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5193  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ5193
 BJ5193  HORZ ORDER  -  FIRST
 BJ5193
 BJ5193.The horizontal coordinates were established by classical geodetic methods
 BJ5193.and adjusted by the National Geodetic Survey in January 1993..
 BJ5193
 BJ5193 ** The orthometric height has not been validated since last determined
 BJ5193 ** by differential leveling and should not be used for control purposes.
 BJ5193 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5193 ** area with valid NAVD 88 orthometric heights.
 BJ5193 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5193 ** epoch indicated which incorporates improved geoid heights for the
 BJ5193 ** Southern Louisiana Subsidence area.
 BJ5193 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5193.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5193
 BJ5193.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5193
 BJ5193.The geoid height was determined by GEOID03.
 BJ5193
 BJ5193;                    North         East     Units Scale Factor Converg.
 BJ5193;SPC LA S     -   200,529.193   945,107.175   MT  0.99994004   -0 17 07.3
 BJ5193;SPC LA S     -   657,902.86  3,100,739.12   sFT  0.99994004   -0 17 07.3
 BJ5193;UTM  15      - 3,353,408.779   605,376.449   MT  0.99973699   +0 33 11.2
 BJ5193
 BJ5193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5193!SPC LA S     -   1.00000318  x   0.99994004  =   0.99994322
 BJ5193!UTM  15      -   1.00000318  x   0.99973699  =   0.99974017
 BJ5193
 BJ5193|---------------------------------------------------------------------|
 BJ5193| PID    Reference Object                     Distance      Geod. Az  |
 BJ5193|                                                           dddmmss.s |
 BJ5193| CW1146 BREAUX RM 1                          39.850 METERS 04541     |
 BJ5193| BJ5185 CECELIA MUN TANK                    APPROX. 7.0 KM 0593006.6 |
 BJ5193| BJ5183 POLKVILLE S CEN BELL MW MAST        APPROX. 8.3 KM 0612327.5 |
 BJ5193| BJ5180 HENDERSON RM 1                      APPROX.10.1 KM 0813851.4 |
 BJ5193| BJ5190 BREAUX AZ MK                        APPROX. 1.1 KM 1365031.0 |
 BJ5193| BJ5189 BREAUX BRIDGE TANK                  APPROX. 3.4 KM 1483128.2 |
 BJ5193| BJ5191 BREAUX BRIDGE S MUN TANK            APPROX. 3.8 KM 1681947.5 |
 BJ5193| BJ5192 BREAUX BRIDGE SUGAR MILL STK        APPROX. 3.2 KM 1780646.1 |
 BJ5193| BJ5194 BREAUX BRIDGE NW MUN TANK           APPROX. 3.9 KM 1851116.2 |
 BJ5193| CW1147 BREAUX RM 2                          31.016 METERS 28635     |
 BJ5193|---------------------------------------------------------------------|
 BJ5193
 BJ5193                          SUPERSEDED SURVEY CONTROL
 BJ5193
 BJ5193  NAD 83(1986)-  30 18 28.33621(N)    091 54 14.60360(W) AD(       ) 1
 BJ5193  NAD 27      -  30 18 27.62220(N)    091 54 14.18370(W) AD(       ) 1
 BJ5193  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG       
 BJ5193
 BJ5193.Superseded values are not recommended for survey control.
 BJ5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5193.See file dsdata.txt to determine how the superseded data were derived.
 BJ5193
 BJ5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0537653409(NAD 83)
 BJ5193_MARKER: DS = TRIANGULATION STATION DISK
 BJ5193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5193
 BJ5193  HISTORY     - Date     Condition        Report By
 BJ5193  HISTORY     - 1969     MONUMENTED       CGS
 BJ5193  HISTORY     - 1973     GOOD             NGS
 BJ5193  HISTORY     - 20010730 GOOD             NGS
 BJ5193
 BJ5193                          STATION DESCRIPTION
 BJ5193
 BJ5193'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5193'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF THE CENTER OF
 BJ5193'LAFAYETTE, 6-1/2 MILES SOUTH-SOUTHEAST OF ARNAUDVILLE, 2-1/2 MILES
 BJ5193'NORTH OF BREAUX BRIDGE, 0.7 MILE NORTH OF INTERSTATE 10, AND ON THE
 BJ5193'SOUTH SIDE OF STATE HIGHWAY 328.  IT IS ON PROPERTY OWNED BY MR.
 BJ5193'GILMAN BROUSSARD.
 BJ5193'
 BJ5193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 336-1 AND
 BJ5193'328 THAT IS EAST OF A CANAL AND NORTHWEST OF THE POST OFFICE IN
 BJ5193'BREAUX BRIDGE, GO NORTHWEST ON STATE HIGHWAY 328 FOR 1.3 MILES TO A
 BJ5193'GRAVELED ROAD ON THE RIGHT.  (TURN RIGHT AND GO EASTERLY ON A
 BJ5193'GRAVELED ROAD FOR 1.2 MILES TO A T-INTERSECTION, TURN LEFT AND GO
 BJ5193'NORTH FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 BJ5193'DESCRIBED.) CONTINUE NORTHWEST ON STATE HIGHWAY 328 FOR 0.4 MILE
 BJ5193'TO THE CENTER OF AN UNDERPASS, CONTINUE NORTH AND NORTHEAST ON
 BJ5193'STATE HIGHWAY 328 FOR 1.55 MILES TO A METAL GATE ON THE RIGHT.  TURN
 BJ5193'RIGHT PASSING THRU GATE AND STATION AS DESCRIBED.
 BJ5193'
 BJ5193'STATION MARK IS A STANDARD DISK, STAMPED BREAUX 1969, SET IN THE TOP
 BJ5193'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 14 INCHES BELOW
 BJ5193'THE SURFACE OF THE GROUND.  IT IS 97 FEET NORTH OF A LONE TREE, 90
 BJ5193'FEET SOUTH OF STATE HIGHWAY 328, 65.5 FEET SOUTH-SOUTHWEST OF THE
 BJ5193'CENTER OF A METAL GATE AND 59 FEET SOUTH OF METAL WITNESS POST
 BJ5193'WITH SIGN ATTACHED.
 BJ5193'
 BJ5193'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BREAUX NO 1 1969, SET IN
 BJ5193'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ5193'INCHES.  IT IS 35.5 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BJ5193'328, 32 FEET WEST OF THE CENTER OF METAL GATE AND 1 FOOT SOUTH OF
 BJ5193'FENCELINE.
 BJ5193'
 BJ5193'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BREAUX NO 2 1969, SET
 BJ5193'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ5193'1 INCH.  IT IS 69 FEET EAST OF DRIVEWAY, 33.5 FEET SOUTH OF THE
 BJ5193'CENTERLINE OF STATE HIGHWAY 328, 23.5 FEET EAST OF POWERLINE POLE
 BJ5193'AND 1 FOOT SOUTHEAST OF FENCE CORNER POST.
 BJ5193'
 BJ5193'AZIMUTH MARK IS A STANDARD DISK, STAMPED BREAUX 1969, SET IN THE
 BJ5193'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 BJ5193'INCHES.  IT IS 110 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 BJ5193'EAST BOUND LANE OF INTERSTATE 10, 2.9 FEET SOUTHWEST OF A METAL
 BJ5193'WITNESS POST WITH SIGN ATTACHED AND 2.3 FEET NORTHEAST OF
 BJ5193'POWERLINE POLE.
 BJ5193'
 BJ5193'HEIGHT OF LIGHT ABOVE STATION MARK 38.7 METERS.
 BJ5193
 BJ5193                          STATION RECOVERY (1973)
 BJ5193
 BJ5193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ5193'THE STATION WAS VISITED 4/3/73 AND THE STATION MARK, AZIMUTH MARK AND
 BJ5193'RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BJ5193'FOLLOWS--
 BJ5193'
 BJ5193'THE STATION IS LOCATED 6.5 MILES SOUTH-SOUTHEAST OF ARNAUDVILLE AND 8
 BJ5193'MILES NORTHEAST OF LAFAYETTE, IN THE NORTHWEST QUARTER OF SECTION
 BJ5193'36, T8S, R5E, AND ON PROPERTY OWNED BY MR. GILMAN BROUSSARD.  IT IS
 BJ5193'90 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 328, 70 FEET
 BJ5193'SOUTH-SOUTHWEST OF THE CENTER OF A METAL GATE, AND 59 FEET SOUTH OF A
 BJ5193'METAL WITNESS POST AND SIGN IN THE CENTER OF A COW LOT.  THE
 BJ5193'STATION IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.
 BJ5193'
 BJ5193'IT IS A STANDARD TRIANGULATION DISK, STAMPED BREAUX 1969, 15 INCHES
 BJ5193'BELOW THE GROUND.
 BJ5193'
 BJ5193'REFERENCE MARK NO. 1 IS 130.74 FEET NORTHEAST OF THE STATION.  IT IS
 BJ5193'35.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 328, 32 FEET WEST OF
 BJ5193'THE CENTER OF A METAL GATE, AND 1.5 FEET SOUTHEAST OF A FENCE.  THE
 BJ5193'DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.  IT
 BJ5193'IS A STANDARD DISK, STAMPED BREAUX NO. 1 1969, PROJECTING 2 INCHES.
 BJ5193'
 BJ5193'REFERENCE MARK NO. 2 IS 101.76 FEET WEST OF THE STATION.  IT IS 69
 BJ5193'FEET EAST OF A DRIVEWAY, 33.5 FEET SOUTH OF THE CENTER OF STATE
 BJ5193'HIGHWAY 328, 23.5 FEET EAST OF A POWER POLE, AND 1 FOOT SOUTHEAST
 BJ5193'OF A FENCE CORNER.  THE DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL
 BJ5193'CONCRETE MONUMENT.  IT IS A STANDARD REFERENCE MARK DISK
 BJ5193'STAMPED BREAUX NO. 2 1969, PROJECTING 2 INCHES.
 BJ5193'
 BJ5193'THE AZIMUTH MARK IS 0.7 MILE SOUTHEAST OF THE STATION.  IT IS 108
 BJ5193'FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE ON INTERSTATE 10, 2.9
 BJ5193'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND 2.3 FEET
 BJ5193'NORTHEAST OF A POWER POLE.  IT IS A STANDARD AZIMUTH MARK DISK,
 BJ5193'STAMPED BREAUX 1969, PROJECTING 8 INCHES.
 BJ5193'
 BJ5193'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5193'HIGHWAY 328, DRIVE NORTHEAST ALONG STATE HIGHWAY 328 FOR 0.7 MILE.
 BJ5193'THE STATION IS SET ON THE RIGHT AND SOUTHEAST OF THE HIGHWAY IN A
 BJ5193'COW LOT.
 BJ5193'
 BJ5193'TO REACH THE AZIMUTH MARK FROM THE INTERCHANGE ON INTERSTATE 10 AND
 BJ5193'STATE HIGHWAY 328, GO EAST ALONG INTERSTATE 10 FOR 1.3 MILES TO THE
 BJ5193'MARK, WHICH IS SET ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR A
 BJ5193'FENCE AND A POWER POLE.
 BJ5193'
 BJ5193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NORTH OF
 BJ5193'BREAUX BRIDGE.
 BJ5193
 BJ5193                          STATION RECOVERY (2001)
 BJ5193
 BJ5193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5193'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5190 ***********************************************************************
 BJ5190  DESIGNATION -  BREAUX AZ MK
 BJ5190  PID         -  BJ5190
 BJ5190  STATE/COUNTY-  LA/ST MARTIN
 BJ5190  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5190
 BJ5190                         *CURRENT SURVEY CONTROL
 BJ5190  ___________________________________________________________________
 BJ5190* NAD 83(1992)-  30 18 01.14797(N)    091 53 45.25178(W)     ADJUSTED  
 BJ5190* NAVD 88     -         5.6  **(meters)      18.   **(feet)  VERTCON   
 BJ5190  **This station is located in a subsidence area (see below).
 BJ5190  ___________________________________________________________________
 BJ5190  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5190  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ5190
 BJ5190  HORZ ORDER  -  SECOND
 BJ5190
 BJ5190.The horizontal coordinates were established by classical geodetic methods
 BJ5190.and adjusted by the National Geodetic Survey in January 1993..
 BJ5190
 BJ5190 ** The orthometric height has not been validated since last determined
 BJ5190 ** by differential leveling and should not be used for control purposes.
 BJ5190 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5190 ** area with valid NAVD 88 orthometric heights.
 BJ5190 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5190 ** epoch indicated which incorporates improved geoid heights for the
 BJ5190 ** Southern Louisiana Subsidence area.
 BJ5190 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5190.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5190
 BJ5190.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5190
 BJ5190.The geoid height was determined by GEOID03.
 BJ5190
 BJ5190;                    North         East     Units Scale Factor Converg.
 BJ5190;SPC LA S     -   199,688.767   945,887.401   MT  0.99993935   -0 16 52.7
 BJ5190;SPC LA S     -   655,145.56  3,103,298.91   sFT  0.99993935   -0 16 52.7
 BJ5190;UTM  15      - 3,352,580.027   606,168.730   MT  0.99973906   +0 33 25.6
 BJ5190
 BJ5190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5190!SPC LA S     -   1.00000343  x   0.99993935  =   0.99994278
 BJ5190!UTM  15      -   1.00000343  x   0.99973906  =   0.99974249
 BJ5190
 BJ5190:                Primary Azimuth Mark                     Grid Az
 BJ5190:SPC LA S     -  BREAUX                                   317 07 38.5
 BJ5190:UTM  15      -  BREAUX                                   316 17 20.2
 BJ5190
 BJ5190|---------------------------------------------------------------------|
 BJ5190| PID    Reference Object                     Distance      Geod. Az  |
 BJ5190|                                                           dddmmss.s |
 BJ5190| BJ5193 BREAUX                              APPROX. 1.1 KM 3165045.8 |
 BJ5190|---------------------------------------------------------------------|
 BJ5190
 BJ5190                          SUPERSEDED SURVEY CONTROL
 BJ5190
 BJ5190  NAD 83(1986)-  30 18 01.16813(N)    091 53 45.24621(W) AD(       ) 2
 BJ5190  NAD 27      -  30 18 00.45362(N)    091 53 44.82695(W) AD(       ) 2
 BJ5190  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 BJ5190
 BJ5190.Superseded values are not recommended for survey control.
 BJ5190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5190.See file dsdata.txt to determine how the superseded data were derived.
 BJ5190
 BJ5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0616952580(NAD 83)
 BJ5190_MARKER: DZ = AZIMUTH MARK DISK
 BJ5190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5190_SP_SET: CONCRETE POST
 BJ5190_MARK LOGO: LADH  
 BJ5190_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5190+STABILITY: SURFACE MOTION
 BJ5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5190+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 BJ5190
 BJ5190  HISTORY     - Date     Condition        Report By
 BJ5190  HISTORY     - 1973     MONUMENTED       LADH
 BJ5190  HISTORY     - 1973     GOOD             LADH
 BJ5190  HISTORY     - 19890719 GOOD             LADTD
 BJ5190  HISTORY     - 20010730 GOOD             NGS
 BJ5190
 BJ5190                          STATION DESCRIPTION
 BJ5190
 BJ5190'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5190'THE STATION IS LOCATED 2 MILES NORTHEAST OF BREAUX BRIDGE, 6 MILES
 BJ5190'WEST OF HENDERSON, AND 3.5 MILES SOUTHWEST OF CECILIA, IN THE
 BJ5190'SOUTHWEST QUARTER OF SECTION 43, T8S, R6E, AND ON THE PROPERTY
 BJ5190'OWNED BY LOUISIANA DEPT. OF HIGHWAYS.
 BJ5190'
 BJ5190'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 10 AND STATE
 BJ5190'HIGHWAY 328, GO EAST ALONG INTERSTATE 10 FOR 1.3 MILES TO THE MARK,
 BJ5190'WHICH IS SET ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR A FENCE AND
 BJ5190'A POWER POLE.
 BJ5190'
 BJ5190'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5190'U. S. COAST AND GEODETIC AZIMUTH MARK DISK SET IN THE TOP OF A
 BJ5190'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT IS
 BJ5190'STAMPED BREAUX 1969.  IT IS 0.7 MILE SOUTHEAST OF THE STATION, 108
 BJ5190'FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE OF INTERSTATE 10, 2.9
 BJ5190'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND 2.3 FEET
 BJ5190'NORTHEAST OF A POWER POLE.
 BJ5190'
 BJ5190'NEAREST TOWN--MARK.
 BJ5190'
 BJ5190'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5190
 BJ5190                          STATION RECOVERY (1973)
 BJ5190
 BJ5190'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 BJ5190'RECOVERED IN GOOD CONDITION.
 BJ5190
 BJ5190                          STATION RECOVERY (1989)
 BJ5190
 BJ5190'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ5190'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF BREAUX
 BJ5190'BRIDGE, 5.6 KM (3.50 MI) SOUTHWEST OF CECILIA, 9.7 KM (6.05 MI) WEST
 BJ5190'OF HENDERSON, IN THE SOUTHWEST QUARTER OF SECTION 43, T 8 S, R 6 E.
 BJ5190'OWNERSHIP--UNKNOWN.
 BJ5190'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND
 BJ5190'STATE HIGHWAY 328, NORTH OF BREAUX BRIDGE, GO EAST FOR 2.1 KM
 BJ5190'(1.30 MI) ON INTERSTATE 10 TO THE MARK ON THE RIGHT AT A POWER LINE
 BJ5190'CROSSING THE INTERSTATE.
 BJ5190'THE STATION IS 32.9 M (107.9 FT) SOUTH FROM THE CENTER OF THE EAST
 BJ5190'BOUND LANES OF THE INTERSTATE, 13.4 M (44.0 FT) EAST FROM THE
 BJ5190'PROJECTED CENTER OF A ROAD LEADING SOUTH, 0.9 M (3.0 FT) SOUTHWEST
 BJ5190'FROM A METAL WITNESS POST WITH SIGN ATTACHED AND 0.7 M (2.3 FT)
 BJ5190'NORTHEAST FROM A POWER POLE.
 BJ5190
 BJ5190                          STATION RECOVERY (2001)
 BJ5190
 BJ5190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5190'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5194 ***********************************************************************
 BJ5194  DESIGNATION -  BREAUX BRIDGE NW MUN TANK
 BJ5194  PID         -  BJ5194
 BJ5194  STATE/COUNTY-  LA/ST MARTIN
 BJ5194  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5194
 BJ5194                         *CURRENT SURVEY CONTROL
 BJ5194  ___________________________________________________________________
 BJ5194* NAD 83(1992)-  30 16 21.61509(N)    091 54 27.86247(W)     ADJUSTED  
 BJ5194* NAVD 88     -                                                        
 BJ5194  **This station is located in a subsidence area (see below).
 BJ5194  ___________________________________________________________________
 BJ5194  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5194  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5194
 BJ5194  HORZ ORDER  -  THIRD
 BJ5194
 BJ5194.The horizontal coordinates were established by classical geodetic methods
 BJ5194.and adjusted by the National Geodetic Survey in January 1993..
 BJ5194
 BJ5194 ** The orthometric height has not been validated since last determined
 BJ5194 ** by differential leveling and should not be used for control purposes.
 BJ5194 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5194 ** area with valid NAVD 88 orthometric heights.
 BJ5194 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5194 ** epoch indicated which incorporates improved geoid heights for the
 BJ5194 ** Southern Louisiana Subsidence area.
 BJ5194 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5194
 BJ5194.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5194
 BJ5194.The geoid height was determined by GEOID03.
 BJ5194
 BJ5194;                    North         East     Units Scale Factor Converg.
 BJ5194;SPC LA S     -   196,629.658   944,733.535   MT  0.99993695   -0 17 14.0
 BJ5194;SPC LA S     -   645,109.14  3,099,513.27   sFT  0.99993695   -0 17 14.0
 BJ5194;UTM  15      - 3,349,504.984   605,059.957   MT  0.99973617   +0 33 02.4
 BJ5194
 BJ5194                          SUPERSEDED SURVEY CONTROL
 BJ5194
 BJ5194  NAD 83(1986)-  30 16 21.63522(N)    091 54 27.85685(W) AD(       ) 4
 BJ5194  NAD 27      -  30 16 20.91893(N)    091 54 27.43472(W) AD(       ) 3
 BJ5194
 BJ5194.Superseded values are not recommended for survey control.
 BJ5194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5194.See file dsdata.txt to determine how the superseded data were derived.
 BJ5194
 BJ5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0506049505(NAD 83)
 BJ5194_MARKER: 53 = ELEVATED TANK
 BJ5194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5194+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 BJ5194
 BJ5194  HISTORY     - Date     Condition        Report By
 BJ5194  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5194  HISTORY     - 19990712 GOOD             USPSQD
 BJ5194  HISTORY     - 20010730 GOOD             NGS
 BJ5194  HISTORY     - 20031124 GOOD             USPSQD
 BJ5194
 BJ5194                          STATION DESCRIPTION
 BJ5194
 BJ5194'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5194'THE STATION IS THE VENT AT THE TOP CENTER OF THE BREAUX BRIDGE
 BJ5194'NORTHWEST MUNICIPAL WATER TANK, LOCATED IN THE NORTHWEST EDGE OF
 BJ5194'BREAUX BRIDGE, 200 YARDS NORTH OF DORSET STREET AND 200 YARDS WEST
 BJ5194'OF THE RAILROAD TRACKS.
 BJ5194'
 BJ5194'THE TANK IS PAINTED GREEN, SUPPORTED BY A FIVE-LEGGED STEEL STRUCTURE
 BJ5194'AND IS 134 FEET HIGH.
 BJ5194
 BJ5194                          STATION RECOVERY (1999)
 BJ5194
 BJ5194'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5194'RECOVERED IN GOOD CONDITION.
 BJ5194
 BJ5194                          STATION RECOVERY (2001)
 BJ5194
 BJ5194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5194'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 BJ5194
 BJ5194                          STATION RECOVERY (2003)
 BJ5194
 BJ5194'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ5194'TANK IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5191 ***********************************************************************
 BJ5191  DESIGNATION -  BREAUX BRIDGE S MUN TANK
 BJ5191  PID         -  BJ5191
 BJ5191  STATE/COUNTY-  LA/ST MARTIN
 BJ5191  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5191
 BJ5191                         *CURRENT SURVEY CONTROL
 BJ5191  ___________________________________________________________________
 BJ5191* NAD 83(1992)-  30 16 26.17353(N)    091 53 45.54353(W)     ADJUSTED  
 BJ5191* NAVD 88     -                                                        
 BJ5191  **This station is located in a subsidence area (see below).
 BJ5191  ___________________________________________________________________
 BJ5191  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ5191  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5191
 BJ5191  HORZ ORDER  -  THIRD
 BJ5191
 BJ5191.The horizontal coordinates were established by classical geodetic methods
 BJ5191.and adjusted by the National Geodetic Survey in January 1993..
 BJ5191
 BJ5191 ** The orthometric height has not been validated since last determined
 BJ5191 ** by differential leveling and should not be used for control purposes.
 BJ5191 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5191 ** area with valid NAVD 88 orthometric heights.
 BJ5191 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5191 ** epoch indicated which incorporates improved geoid heights for the
 BJ5191 ** Southern Louisiana Subsidence area.
 BJ5191 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5191
 BJ5191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5191
 BJ5191.The geoid height was determined by GEOID03.
 BJ5191
 BJ5191;                    North         East     Units Scale Factor Converg.
 BJ5191;SPC LA S     -   196,764.407   945,865.247   MT  0.99993706   -0 16 52.8
 BJ5191;SPC LA S     -   645,551.23  3,103,226.23   sFT  0.99993706   -0 16 52.8
 BJ5191;UTM  15      - 3,349,656.238   606,189.352   MT  0.99973911   +0 33 23.8
 BJ5191
 BJ5191                          SUPERSEDED SURVEY CONTROL
 BJ5191
 BJ5191  NAD 83(1986)-  30 16 26.19366(N)    091 53 45.53791(W) AD(       ) 4
 BJ5191  NAD 27      -  30 16 25.47849(N)    091 53 45.11793(W) AD(       ) 3
 BJ5191
 BJ5191.Superseded values are not recommended for survey control.
 BJ5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5191.See file dsdata.txt to determine how the superseded data were derived.
 BJ5191
 BJ5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0618949656(NAD 83)
 BJ5191_MARKER: 53 = ELEVATED TANK
 BJ5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5191+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 BJ5191
 BJ5191  HISTORY     - Date     Condition        Report By
 BJ5191  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5191  HISTORY     - 19990712 GOOD             USPSQD
 BJ5191  HISTORY     - 20010730 GOOD             NGS
 BJ5191  HISTORY     - 20031124 GOOD             USPSQD
 BJ5191
 BJ5191                          STATION DESCRIPTION
 BJ5191
 BJ5191'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5191'THE STATION IS THE VENT AT THE TOP OF THE BREAUX BRIDGE SOUTH
 BJ5191'MUNICIPAL WATER TANK, LOCATED IN THE SOUTH PART OF BREAUX BRIDGE AND
 BJ5191'NORTH OF THE INTERSECTION OF ST PHILIP STREET AND WASHINGTON
 BJ5191'STREET.
 BJ5191'
 BJ5191'THE TANK IS PAINTED GREEN, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 BJ5191'AND IS 137 FEET HIGH.
 BJ5191
 BJ5191                          STATION RECOVERY (1999)
 BJ5191
 BJ5191'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5191'RECOVERED IN GOOD CONDITION.
 BJ5191
 BJ5191                          STATION RECOVERY (2001)
 BJ5191
 BJ5191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5191'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 BJ5191
 BJ5191                          STATION RECOVERY (2003)
 BJ5191
 BJ5191'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ5191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5192 ***********************************************************************
 BJ5192  DESIGNATION -  BREAUX BRIDGE SUGAR MILL STK
 BJ5192  PID         -  BJ5192
 BJ5192  STATE/COUNTY-  LA/ST MARTIN
 BJ5192  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5192
 BJ5192                         *CURRENT SURVEY CONTROL
 BJ5192  ___________________________________________________________________
 BJ5192* NAD 83(1992)-  30 16 45.40513(N)    091 54 10.70226(W)     ADJUSTED  
 BJ5192* NAVD 88     -                                                        
 BJ5192  **This station is located in a subsidence area (see below).
 BJ5192  ___________________________________________________________________
 BJ5192  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5192  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ5192
 BJ5192  HORZ ORDER  -  THIRD
 BJ5192
 BJ5192.The horizontal coordinates were established by classical geodetic methods
 BJ5192.and adjusted by the National Geodetic Survey in January 1993..
 BJ5192
 BJ5192 ** The orthometric height has not been validated since last determined
 BJ5192 ** by differential leveling and should not be used for control purposes.
 BJ5192 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5192 ** area with valid NAVD 88 orthometric heights.
 BJ5192 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5192 ** epoch indicated which incorporates improved geoid heights for the
 BJ5192 ** Southern Louisiana Subsidence area.
 BJ5192 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5192
 BJ5192.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5192
 BJ5192.The geoid height was determined by GEOID03.
 BJ5192
 BJ5192;                    North         East     Units Scale Factor Converg.
 BJ5192;SPC LA S     -   197,359.896   945,195.803   MT  0.99993750   -0 17 05.4
 BJ5192;SPC LA S     -   647,504.93  3,101,029.90   sFT  0.99993750   -0 17 05.4
 BJ5192;UTM  15      - 3,350,241.756   605,511.406   MT  0.99973734   +0 33 11.5
 BJ5192
 BJ5192                          SUPERSEDED SURVEY CONTROL
 BJ5192
 BJ5192  NAD 83(1986)-  30 16 45.42534(N)    091 54 10.69666(W) AD(       ) 4
 BJ5192  NAD 27      -  30 16 44.70775(N)    091 54 10.27592(W) AD(       ) 3
 BJ5192
 BJ5192.Superseded values are not recommended for survey control.
 BJ5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5192.See file dsdata.txt to determine how the superseded data were derived.
 BJ5192
 BJ5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0551150242(NAD 83)
 BJ5192_MARKER: 63 = STACK
 BJ5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5192+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 BJ5192
 BJ5192  HISTORY     - Date     Condition        Report By
 BJ5192  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5192  HISTORY     - 19990712 GOOD             USPSQD
 BJ5192  HISTORY     - 20010730 GOOD             NGS
 BJ5192  HISTORY     - 20031124 GOOD             USPSQD
 BJ5192
 BJ5192                          STATION DESCRIPTION
 BJ5192
 BJ5192'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5192'THE STATION IS THE TOP CENTER OF THE STACK OF THE BREAUX BRIDGE SUGAR
 BJ5192'MILL, LOCATED AT REES AND EAST REFINERY STREETS IN BREAUX BRIDGE.
 BJ5192'THE STACK IS CONSTRUCTED OF WHITE BRICK AND IS 190 FEET HIGH.
 BJ5192
 BJ5192                          STATION RECOVERY (1999)
 BJ5192
 BJ5192'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5192'RECOVERED IN GOOD CONDITION.
 BJ5192
 BJ5192                          STATION RECOVERY (2001)
 BJ5192
 BJ5192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5192'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 BJ5192
 BJ5192                          STATION RECOVERY (2003)
 BJ5192
 BJ5192'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ5192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4349 ***********************************************************************
 BJ4349  DESIGNATION -  BREED
 BJ4349  PID         -  BJ4349
 BJ4349  STATE/COUNTY-  LA/LIVINGSTON
 BJ4349  USGS QUAD   -  SPRINGFIELD (1994)
 BJ4349
 BJ4349                         *CURRENT SURVEY CONTROL
 BJ4349  ___________________________________________________________________
 BJ4349* NAD 83(1992)-  30 26 52.63957(N)    090 34 32.98154(W)     ADJUSTED  
 BJ4349* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 BJ4349  ___________________________________________________________________
 BJ4349  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ4349  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ4349
 BJ4349  HORZ ORDER  -  FIRST
 BJ4349
 BJ4349.The horizontal coordinates were established by classical geodetic methods
 BJ4349.and adjusted by the National Geodetic Survey in January 1993..
 BJ4349
 BJ4349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4349
 BJ4349.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4349
 BJ4349.The geoid height was determined by GEOID03.
 BJ4349
 BJ4349;                    North         East     Units Scale Factor Converg.
 BJ4349;SPC LA S     -   216,162.355 1,072,754.640   MT  0.99995608   +0 22 43.5
 BJ4349;SPC LA S     -   709,192.66  3,519,529.18   sFT  0.99995608   +0 22 43.5
 BJ4349;UTM  15      - 3,370,920.587   732,782.588   MT  1.00026854   +1 13 44.5
 BJ4349
 BJ4349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4349!SPC LA S     -   1.00000301  x   0.99995608  =   0.99995909
 BJ4349!UTM  15      -   1.00000301  x   1.00026854  =   1.00027155
 BJ4349
 BJ4349:                Primary Azimuth Mark                     Grid Az
 BJ4349:SPC LA S     -  HAMMOND MUNICIPAL TANK                   061 34 07.5
 BJ4349:UTM  15      -  HAMMOND MUNICIPAL TANK                   060 43 06.5
 BJ4349
 BJ4349|---------------------------------------------------------------------|
 BJ4349| PID    Reference Object                     Distance      Geod. Az  |
 BJ4349|                                                           dddmmss.s |
 BJ4349| BJ4178 HAMMOND MUNICIPAL TANK              APPROX.12.5 KM 0615651.0 |
 BJ4349| CW1151 BREED RM 3                           51.932 METERS 09506     |
 BJ4349| BJ4335 PONCHATOULA LA CYPRESS CO STK       APPROX.12.8 KM 1005639.0 |
 BJ4349| BJ4336 PONCHATOULA LA CYPRESS CO TANK      APPROX.12.8 KM 1012920.1 |
 BJ4349| CW1149 BREED RM 1                           39.447 METERS 10218     |
 BJ4349| CW1148 BREED AZ MK                                        1200938.1 |
 BJ4349| CW1152 BREED RM 4                           33.744 METERS 33524     |
 BJ4349| CW1150 BREED RM 2                           33.479 METERS 35414     |
 BJ4349|---------------------------------------------------------------------|
 BJ4349
 BJ4349                          SUPERSEDED SURVEY CONTROL
 BJ4349
 BJ4349  NAD 83(1986)-  30 26 52.65620(N)    090 34 32.97954(W) AD(       ) 1
 BJ4349  NAD 27      -  30 26 51.96466(N)    090 34 32.65211(W) AD(       ) 1
 BJ4349  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 BJ4349
 BJ4349.Superseded values are not recommended for survey control.
 BJ4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4349.See file dsdata.txt to determine how the superseded data were derived.
 BJ4349
 BJ4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3278370921(NAD 83)
 BJ4349_MARKER: DS = TRIANGULATION STATION DISK
 BJ4349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4349
 BJ4349  HISTORY     - Date     Condition        Report By
 BJ4349  HISTORY     - 1939     MONUMENTED       CGS
 BJ4349  HISTORY     - 1955     GOOD             CGS
 BJ4349  HISTORY     - 1956     GOOD             LOCENG
 BJ4349  HISTORY     - 1970     GOOD             NGS
 BJ4349  HISTORY     - 1973     GOOD             NGS
 BJ4349
 BJ4349                          STATION DESCRIPTION
 BJ4349
 BJ4349'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4349'THE STATION IS LOCATED APPROXIMATELY 4 MILES S OF ALBANY
 BJ4349'AND 2 MILES NW OF SPRINGFIELD.  IN THE S.W. 1/4 OF SECTION
 BJ4349'11, T 7 S, R 6 E.  ON LAND OWNED AND OCCUPIED BY MR. N.T. WHITE.
 BJ4349'THE STATION IS 45 FEET N OF THE CENTER LINE OF AN E AND W
 BJ4349'ROAD.  AND 97 FEET SE OF THE SE CORNER OF MR. WHITES HOUSE.
 BJ4349'THE MARK, IS FLUSH WITH THE SURFACE OF THE
 BJ4349'GROUND, AND IS STAMPED BREED 1939.
 BJ4349'
 BJ4349'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4349'BRONZE DISKS SET IN CONCRETE.
 BJ4349'
 BJ4349'REFERENCE MARK NO. 1 IS 39.440 METERS, (129.40 FEET), E OF
 BJ4349'THE STATION.  AND 55 FEET N OF THE CENTER LINE OF THE E AND W
 BJ4349'ROAD.  THE MARK, PROJECTS 6 INCHES ABOVE THE GROUND,
 BJ4349'AND IS STAMPED BREED NO. 1 1939.
 BJ4349'
 BJ4349'REFERENCE MARK NO. 2 IS 33.518 METERS, (109.96 FEET), NW OF
 BJ4349'THE STATION.  44 FEET N OF THE SE CORNER OF A WOODEN SLAT
 BJ4349'FENCE AROUND THE HOUSE YARD.  AND 12 FEET E OF THE E SIDE OF
 BJ4349'THE HOUSE. THE MARK, PROJECTS 6 INCHES ABOVE THE
 BJ4349'GROUND, AND IS STAMPED BREED NO. 2 1939.
 BJ4349'
 BJ4349'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE ESE OF THE STATION,
 BJ4349'AND 22 FEET S OF THE CENTER LINE OF THE E AND W ROAD.  THE
 BJ4349'MARK, PROJECTS 6 INCHES ABOVE THE GROUND, AND
 BJ4349'IS STAMPED BREED 1939.  TO REACH THE MARK FROM THE STATION,
 BJ4349'DRIVE E FOR 0.25 MILE TO THE MARK ON THE RIGHT (S) SIDE OF
 BJ4349'THE ROAD.
 BJ4349'
 BJ4349'TO REACH THE STATION FROM ALBANY, JUNCTION OF U.S. HIGHWAY
 BJ4349'190 AND LOUISIANA HIGHWAY 46, DRIVE S ON LOUISIANA HIGHWAY 46
 BJ4349'FOR 4.15 MILES TO A SIDE ROAD RIGHT (W).  TURN RIGHT (W) AND
 BJ4349'DRIVE 0.45 MILE TO THE STATION ON THE RIGHT(N) SIDE OF THE
 BJ4349'ROAD.
 BJ4349'
 BJ4349'A 103-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT ROME
 BJ4349'
 BJ4349'A 103-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT PONCHATOULA
 BJ4349'
 BJ4349'A 103-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT RATHBORNE
 BJ4349'
 BJ4349'A 103-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT SUMMERALL
 BJ4349'ECC
 BJ4349'
 BJ4349'A 90-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT ALLEN
 BJ4349'L.G.S.
 BJ4349'
 BJ4349'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT FUNSTON ECC
 BJ4349'
 BJ4349'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT HAMMOND
 BJ4349'
 BJ4349'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ4349
 BJ4349                          STATION RECOVERY (1955)
 BJ4349
 BJ4349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4349'THE STATION WAS VISITED, AND THE STATION MARK, REFERENCE MARKS
 BJ4349'1 AND 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BJ4349'THE AZIMUTH MARK WAS IN DANGER OF BEING DESTROYED, AND A
 BJ4349'NEW ONE SET IN LINE WITH THE OLD ONE ON THE S SHOULDER OF THE
 BJ4349'ROAD LEADING TO THE STATION.  A NEW DESCRIPTION FOLLOWS--
 BJ4349'
 BJ4349'THE STATION IS LOCATED ABOUT 4 MI. S OF ALBANY, 2 MI. NW
 BJ4349'OF SPRINGFIELD, AND ON THE PROPERTY OWNED BY MR. TONY COVINGTON.
 BJ4349'IT IS ABOUT 125 FT. NW OF THE NW ONE OF TWO (DOUBLE) HIGH
 BJ4349'LINE POLES, 44 FT. N OF AN E-W ROAD, 101 FT. SE OF THE SE
 BJ4349'CORNER OF A WHITE HOUSE, 64 FT. SE OF A FENCE CORNER, 25 FT.
 BJ4349'NW OF A FENCE CORNER, 29 FT. W OF A 12-IN. FORKED TREE, AND
 BJ4349'IN A FENCE LINE RUNNING NW AND SE.  IT IS A STANDARD DISK,
 BJ4349'STAMPED BREED 1939 AND IS FLUSH WITH THE GROUND
 BJ4349'
 BJ4349'REFERENCE MARK 1 IS 129.40 FT. E OF THE STATION, 55 FT. N OF
 BJ4349'THE CENTERLINE OF AN E-W ROAD, 47 FT. NW OF A FENCE CORNER, 43
 BJ4349'FT. W OF THE CENTERLINE OF A LANE LEADING N, AND 29 FT. NW
 BJ4349'OF THE CENTERLINE OF A HIGH LINE.  IT IS A STANDARD DISK, STAMPED
 BJ4349'BREED NO 1 1939 AND PROJECTS 4 IN.
 BJ4349'
 BJ4349'REFERENCE MARK 2 IS 109.96 FT. NW OF THE STATION, 12.5 FT. E
 BJ4349'OF THE E SIDE OF A WHITE HOUSE, 49 FT. N OF THE SE CORNER
 BJ4349'OF THE FENCE AROUND THE HOUSE, 6 FT. W OF A N-S FENCE LINE,
 BJ4349'AND 18.5 FT. NE OF THE SE CORNER OF THE HOUSE.  IT IS A
 BJ4349'STANDARD DISK, STAMPED BREED NO 2 1939 AND PROJECTS 6 IN.
 BJ4349'
 BJ4349'THE AZIMUTH MARK IS 0.25 MI. SE OF THE STATION, AT THE W END
 BJ4349'OF THE FIRST CURVE E OF THE STATION, 23 FT. S OF THE CENTERLINE
 BJ4349'OF THE ROAD, AND 8 FT. S OF THE DITCH.  IT IS A STANDARD
 BJ4349'DISK, STAMPED BREED 1939 RESET 1955 AND PROJECTS 6 IN.
 BJ4349'
 BJ4349'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BJ4349'190 AND STATE HIGHWAY 46 IN ALBANY, GO S ON STATE HIGHWAY 46
 BJ4349'FOR 4.1 MI. TO A SIDE ROAD RIGHT.  TURN RIGHT (W) AND GO 0.2
 BJ4349'MI. TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.25 MI.
 BJ4349'TO THE STATION ON THE RIGHT.
 BJ4349
 BJ4349                          STATION RECOVERY (1956)
 BJ4349
 BJ4349'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ4349'RECOVERED BY JACK AMMANN ENGINEERS.
 BJ4349'
 BJ4349'STATION WAS RECOVERED AS DESCRIBED.
 BJ4349
 BJ4349                          STATION RECOVERY (1970)
 BJ4349
 BJ4349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4349'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 BJ4349'GOOD CONDITION.  THE AZIMUTH MARK SET IN 1955 WAS FOUND WITH THE TOP
 BJ4349'OF THE DISK BROKEN OFF AND A NEW AZIMUTH MARK WAS ESTABLISHED BY
 BJ4349'THIS PARTY.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 COMPARED
 BJ4349'FAVORABLY WITH THE PREVIOUS DATA.  THE DISTANCE TO REFERENCE
 BJ4349'MARK 2 COMPARED FAVORABLY WITH THE PREVIOUS FEET MEASUREMENT, BUT
 BJ4349'THE PREVIOUS METER MEASUREMENT WAS LISTED 35.518 METERS
 BJ4349'INSTEAD OF 33.518 METERS.  THE DIRECTION TO REFERENCE MARK 2 MISSED
 BJ4349'THE PREVIOUS DIRECTION ABOUT 5 MINUTES, DUE TO SOME CHANGES
 BJ4349'IN THE AREA THIS MARK COULD HAVE BEEN DISTURBED.  FOLLOWING IS A
 BJ4349'COMPLETE NEW DESCRIPTION--
 BJ4349'
 BJ4349'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF ALBANY AND 2 MILES
 BJ4349'NORTHWEST OF SPRINGFIELD, IN PASTURE LAND OWNED BY MR. DICKY WAGNER,
 BJ4349'ROUTE 1 BOX 167 HOLDEN, LOUISIANA.
 BJ4349'
 BJ4349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ4349'HIGHWAY 43 IN ALBANY, GO SOUTH ON HIGHWAY 43 FOR 1.9 MILES TO THE
 BJ4349'CENTER OF THE OVERPASS OVER INTERSTATE HIGHWAY 12, CONTINUE SOUTH
 BJ4349'ON HIGHWAY 43 FOR 2.35 MILES TO A PAVED SIDE ROAD RIGHT.  TURN
 BJ4349'RIGHT AND GO WEST AND NORTHWESTERLY ON THE PAVED ROAD FOR 0.2 MILE
 BJ4349'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHWESTERLY ON THE
 BJ4349'PAVED ROAD FOR 0.25 MILE TO A DRIVEWAY AND THE STATION ON THE RIGHT.
 BJ4349'
 BJ4349'THE STATION MARK IS A STANDARD DISK STAMPED BREED 1939, SET IN THE
 BJ4349'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 BJ4349'OF THE GROUND.  IT IS 45.5 FEET NORTH OF THE CENTER OF THE PAVED
 BJ4349'ROAD, 42 FEET EAST OF THE CENTER OF THE DRIVEWAY, 39.5 FEET
 BJ4349'SOUTH-SOUTHWEST OF A 24-INCH OAK TREE, 34 FEET NORTHEAST OF A CORNER
 BJ4349'FENCE POST AND 25 FEET NORTH OF A METAL WITNESS POST IN A
 BJ4349'FENCELINE.
 BJ4349'
 BJ4349'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BREED NO 1 1939, SET IN
 BJ4349'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 BJ4349'ABOVE THE GROUND SURFACE.  IT IS 65 FEET NORTHWEST OF A CORNER FENCE
 BJ4349'POST, 57 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 32 FEET NORTH
 BJ4349'OF THE FENCELINE AND 27 FEET NORTHWEST OF THE CENTER OF OVERHEAD
 BJ4349'POWERLINES.
 BJ4349'
 BJ4349'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BREED NO 2 1939, SET IN
 BJ4349'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 BJ4349'ABOVE THE GROUND SURFACE.  IT IS 155 FEET NORTH OF THE CENTER OF THE
 BJ4349'PAVED ROAD, 78.5 FEET NORTHWEST OF THE 24-INCH OAK TREE AND 46.5
 BJ4349'FEET EAST OF THE CENTER OF THE DRIVEWAY.
 BJ4349'
 BJ4349'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BREED 1939 1970, SET IN
 BJ4349'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4349'INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET SOUTH-SOUTHWEST OF
 BJ4349'THE CENTER OF THE PAVED ROAD, 18 FEET EAST-NORTHEAST OF AN 18-INCH
 BJ4349'PINE TREE AND 2 FEET WEST OF A METAL WITNESS POST.
 BJ4349'
 BJ4349'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 BJ4349'
 BJ4349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 BJ4349'ALBANY.
 BJ4349
 BJ4349                          STATION RECOVERY (1973)
 BJ4349
 BJ4349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4349'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 BJ4349'AT THE REQUEST OF THE LAND OWNER REFERENCE MARKS 3 AND 4 WERE
 BJ4349'SET IN THE PASTURE FENCELINE AT THIS TIME.  IT IS EXPECTED
 BJ4349'REFERENCE MARKS 1 AND 2 WILL BE DESTROYED.  A COMPLETE
 BJ4349'DESCRIPTION FOLLOWS--
 BJ4349'
 BJ4349'THE STATION IS LOCATED 5.8 MILES EAST OF SPRINGVILLE, 4.6
 BJ4349'MILES SOUTH OF ALBANY, AND 1.5 MILES NORTHWEST OF SPRINGFIELD
 BJ4349'IN PASTURE LAND OWNED BY MR. E. DICKIE WAGNER, ROUTE 1 BOX 167,
 BJ4349'HOLDEN, LA. WHO LIVES AT THE STATION SITE.
 BJ4349'
 BJ4349'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION
 BJ4349'OF STATE HIGHWAYS 22 AND 42 IN SPRINGFIELD GO NORTHWEST ON
 BJ4349'STATE HIGHWAY 42 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAYS
 BJ4349'42 AND 43.  TURN RIGHT AND GO NORTH-NORTHWEST ON STATE HIGHWAY
 BJ4349'43 FOR 0.7 MILE TO A PAVED SIDE ROAD ON THE LEFT AT SIGN EW
 BJ4349'WAGNER RODEO 1/4 MILE.  TURN LEFT AND GO NORTHWEST 0.2 MILE
 BJ4349'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST 0.3 MILE
 BJ4349'TO THE WAGNER DRIVEWAY AND THE STATION ON THE RIGHT.
 BJ4349'
 BJ4349'THE STATION MARK IS A STANDARD DISK STAMPED BREED 1939 CEMENTED
 BJ4349'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET FLUSH
 BJ4349'WITH THE GROUND SURFACE.  IT IS 39 FEET SOUTH-SOUTHWEST OF A
 BJ4349'24-INCH OAK TREE, 34 FEET NORTHEAST OF THE EAST FENCE CORNER
 BJ4349'POST AT DRIVEWAY ENTRANCE, AND 25 FEET NORTH OF A METAL
 BJ4349'WITNESS POST WITH SIGN LOCATED IN THE SOUTH PASTURE FENCE.
 BJ4349'
 BJ4349'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BREED NO 1 1939
 BJ4349'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BJ4349'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 65 FEET NORTHWEST
 BJ4349'OF THE SOUTHEAST FENCE CORNER POST OF PASTURE, 33 FEET NORTH
 BJ4349'OF THE SOUTH PASTURE FENCE, AND 28 FEET NORTHWEST OF THE
 BJ4349'CENTER WIRE OF A POWERLINE.
 BJ4349'
 BJ4349'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BREED NO 2 1939
 BJ4349'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BJ4349'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 79 FEET NORTHWEST OF
 BJ4349'A 24-INCH OAK TREE, 50 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 BJ4349'AND 45 FEET SOUTHEAST OF A FENCE CORNER POST AT LOOP IN
 BJ4349'DRIVEWAY.  THE MARK HAS BEEN HIT BY FARM EQUIPMENT AND IS
 BJ4349'SLIGHTLY TILTED AND SCARRED.
 BJ4349'
 BJ4349'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BREED NO 3 1939
 BJ4349'1973 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 BJ4349'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  IT IS 58.5 FEET
 BJ4349'NORTH-NORTHWEST OF THE SOUTHEAST FENCE CORNER POST OF THE
 BJ4349'PASTURE, AND 1.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 BJ4349'WITH SIGN SET IN THE EAST PASTURE FENCELINE.
 BJ4349'
 BJ4349'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BREED NO 4 1939
 BJ4349'1973 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 BJ4349'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  IT IS 90 FEET
 BJ4349'NORTHWEST OF A 24-INCH OAK TREE, 28 FEET SOUTH AF A FENCE
 BJ4349'CORNER POST AT LOOP IN DRIVEWAY, AND 2 FEET EAST OF THE
 BJ4349'EAST DRIVEWAY FENCE.
 BJ4349'
 BJ4349'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BREED 1939 1970
 BJ4349'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 BJ4349'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 21 FEET
 BJ4349'SOUTH-SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 18 FEET
 BJ4349'EAST-NORTHEAST OF AN 18-INCH PINE TREE, AND 1.5 FEET WEST OF
 BJ4349'A METAL WITNESS POST.
 BJ4349'
 BJ4349'HEIGHT OF LIGHT ABOVE STATION MARK 126 FEET.
 BJ4349'
 BJ4349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 BJ4349'NORTHWEST OF SPRINGFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1016 ***********************************************************************
 AT1016  DESIGNATION -  BRETON ISLAND DAY BEACON
 AT1016  PID         -  AT1016
 AT1016  STATE/COUNTY-  LA/PLAQUEMINES
 AT1016  USGS QUAD   -  BRETON ISLANDS (1993)
 AT1016
 AT1016                         *CURRENT SURVEY CONTROL
 AT1016  ___________________________________________________________________
 AT1016* NAD 83(1992)-  29 28 49.15448(N)    089 12 58.56191(W)     ADJUSTED  
 AT1016* NAVD 88     -                                                        
 AT1016  ___________________________________________________________________
 AT1016  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AT1016  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AT1016
 AT1016  HORZ ORDER  -  THIRD
 AT1016
 AT1016.The horizontal coordinates were established by classical geodetic methods
 AT1016.and adjusted by the National Geodetic Survey in January 1993..
 AT1016
 AT1016
 AT1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1016
 AT1016.The geoid height was determined by GEOID03.
 AT1016
 AT1016;                    North         East     Units Scale Factor Converg.
 AT1016;SPC LA S     -   110,561.046 1,205,305.205   MT  0.99996673   +1 03 30.8
 AT1016;SPC LA S     -   362,732.37  3,954,405.49   sFT  0.99996673   +1 03 30.8
 AT1016;UTM  16      - 3,263,248.875   285,113.411   MT  1.00016980   -1 05 28.0
 AT1016
 AT1016                          SUPERSEDED SURVEY CONTROL
 AT1016
 AT1016  NAD 83(1986)-  29 28 49.15779(N)    089 12 58.56834(W) AD(       ) 4
 AT1016  NAD 27      -  29 28 48.88000(N)    089 12 56.78300(W) AD(       ) 3
 AT1016
 AT1016.Superseded values are not recommended for survey control.
 AT1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1016.See file dsdata.txt to determine how the superseded data were derived.
 AT1016
 AT1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8511363249(NAD 83)
 AT1016_MARKER: 16 = DAYBEACON
 AT1016
 AT1016  HISTORY     - Date     Condition        Report By
 AT1016  HISTORY     - 1950     FIRST OBSERVED   CGS
 AT1016
 AT1016                          STATION DESCRIPTION
 AT1016
 AT1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT1016'STATION IS LOCATED IN BRETON SOUND, APPROXIMATELY 7,000 FEET NW OF
 AT1016'THE W END OF
 AT1016'BRETON ISLAND AND OFF THE SW END OF A SHOAL RUNNING NE
 AT1016'TO THE NE END OF BRETON ISLAND.
 AT1016'STATION IS A BLACK SQUARE STRUCTURE
 AT1016'ON PILES 34 FEET HIGH.
 AT1016'
 AT1016'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1013 ***********************************************************************
 AT1013  DESIGNATION -  BRETON ISLAND LIGHT
 AT1013  PID         -  AT1013
 AT1013  STATE/COUNTY-  LA/PLAQUEMINES
 AT1013  USGS QUAD   -  BRETON ISLANDS (1993)
 AT1013
 AT1013                         *CURRENT SURVEY CONTROL
 AT1013  ___________________________________________________________________
 AT1013* NAD 83(1992)-  29 29 58.21116(N)    089 10 02.29872(W)     ADJUSTED  
 AT1013* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1013  ___________________________________________________________________
 AT1013  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AT1013  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AT1013
 AT1013  HORZ ORDER  -  THIRD
 AT1013
 AT1013.The horizontal coordinates were established by classical geodetic methods
 AT1013.and adjusted by the National Geodetic Survey in January 1993..
 AT1013
 AT1013.The orthometric height was scaled from a topographic map.
 AT1013
 AT1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1013
 AT1013.The geoid height was determined by GEOID03.
 AT1013
 AT1013;                    North         East     Units Scale Factor Converg.
 AT1013;SPC LA S     -   112,775.583 1,210,012.610   MT  0.99996377   +1 04 58.9
 AT1013;SPC LA S     -   369,997.89  3,969,849.70   sFT  0.99996377   +1 04 58.9
 AT1013;UTM  16      - 3,265,285.630   289,901.507   MT  1.00014469   -1 04 03.4
 AT1013
 AT1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1013!SPC LA S     -   1.00000388  x   0.99996377  =   0.99996765
 AT1013!UTM  16      -   1.00000388  x   1.00014469  =   1.00014857
 AT1013
 AT1013:                Primary Azimuth Mark                     Grid Az
 AT1013:SPC LA S     -  BIDE 1951                                205 45 44.4
 AT1013:UTM  16      -  BIDE 1951                                207 54 46.7
 AT1013
 AT1013|---------------------------------------------------------------------|
 AT1013| PID    Reference Object                     Distance      Geod. Az  |
 AT1013|                                                           dddmmss.s |
 AT1013| AT1012 BIDE 1951                           APPROX. 4.4 KM 2065043.3 |
 AT1013|---------------------------------------------------------------------|
 AT1013
 AT1013                          SUPERSEDED SURVEY CONTROL
 AT1013
 AT1013  NAD 83(1986)-  29 29 58.21382(N)    089 10 02.30478(W) AD(       ) 3
 AT1013  NAD 27      -  29 29 57.67700(N)    089 10 01.21000(W) AD(       ) 3
 AT1013
 AT1013.Superseded values are not recommended for survey control.
 AT1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1013.See file dsdata.txt to determine how the superseded data were derived.
 AT1013
 AT1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8990265286(NAD 83)
 AT1013_MARKER: 14 = NAVIGATION LIGHT
 AT1013
 AT1013  HISTORY     - Date     Condition        Report By
 AT1013  HISTORY     - 1951     FIRST OBSERVED   CGS
 AT1013
 AT1013                          STATION DESCRIPTION
 AT1013
 AT1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AT1013'STATION IS THE CENTER OF BRETON ISLAND LIGHT
 AT1013'A SKELETON STEEL TOWER 30 FEET HIGH
 AT1013'LOCATED ON NORTH POINT, THE N
 AT1013'EXTREMITY OF BRETON ISLAND.  THE LIGHT
 AT1013'WAS OCCUPIED CENTRALLY.
 AT1013'
 AT1013'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0675 ***********************************************************************
 AV0675  DESIGNATION -  BRIAN
 AV0675  PID         -  AV0675
 AV0675  STATE/COUNTY-  LA/VERMILION
 AV0675  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0675
 AV0675                         *CURRENT SURVEY CONTROL
 AV0675  ___________________________________________________________________
 AV0675* NAD 83(1992)-  29 54 43.23457(N)    092 21 35.49270(W)     ADJUSTED  
 AV0675* NAVD 88     -         2.4  **(meters)       8.   **(feet)  VERTCON   
 AV0675  **This station is located in a subsidence area (see below).
 AV0675  ___________________________________________________________________
 AV0675  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AV0675  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AV0675
 AV0675  HORZ ORDER  -  SECOND
 AV0675
 AV0675.The horizontal coordinates were established by classical geodetic methods
 AV0675.and adjusted by the National Geodetic Survey in January 1993..
 AV0675
 AV0675 ** The orthometric height has not been validated since last determined
 AV0675 ** by differential leveling and should not be used for control purposes.
 AV0675 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0675 ** area with valid NAVD 88 orthometric heights.
 AV0675 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0675 ** epoch indicated which incorporates improved geoid heights for the
 AV0675 ** Southern Louisiana Subsidence area.
 AV0675 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0675
 AV0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0675
 AV0675.The geoid height was determined by GEOID03.
 AV0675
 AV0675;                    North         East     Units Scale Factor Converg.
 AV0675;SPC LA S     -   156,957.246   900,875.657   MT  0.99992694   -0 30 47.8
 AV0675;SPC LA S     -   514,950.56  2,955,622.88   sFT  0.99992694   -0 30 47.8
 AV0675;UTM  15      - 3,309,207.517   561,795.155   MT  0.99964711   +0 19 09.2
 AV0675
 AV0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0675!SPC LA S     -   1.00000381  x   0.99992694  =   0.99993075
 AV0675!UTM  15      -   1.00000381  x   0.99964711  =   0.99965092
 AV0675
 AV0675:                Primary Azimuth Mark                     Grid Az
 AV0675:SPC LA S     -  BRIAN AZ MK                              001 44 17.4
 AV0675:UTM  15      -  BRIAN AZ MK                              000 54 20.4
 AV0675
 AV0675|---------------------------------------------------------------------|
 AV0675| PID    Reference Object                     Distance      Geod. Az  |
 AV0675|                                                           dddmmss.s |
 AV0675| CV8762 BRIAN AZ MK                                        0011329.6 |
 AV0675| BK2809 KAPLAN MUNICIPAL TANK 1974          APPROX.12.0 KM 0292938.8 |
 AV0675| AV0674 BRIAN LDH 1974 RM 1                  13.450 METERS 03057     |
 AV0675| CV8763 BRIAN RM 2                           13.453 METERS 13434     |
 AV0675|---------------------------------------------------------------------|
 AV0675
 AV0675                          SUPERSEDED SURVEY CONTROL
 AV0675
 AV0675  NAD 83(1986)-  29 54 43.25377(N)    092 21 35.48664(W) AD(       ) 2
 AV0675  NAD 27      -  29 54 42.50276(N)    092 21 35.01036(W) AD(       ) 2
 AV0675  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 AV0675
 AV0675.Superseded values are not recommended for survey control.
 AV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0675.See file dsdata.txt to determine how the superseded data were derived.
 AV0675
 AV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6179509208(NAD 83)
 AV0675_MARKER: DD = SURVEY DISK
 AV0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0675
 AV0675  HISTORY     - Date     Condition        Report By
 AV0675  HISTORY     - 1974     MONUMENTED       LADH
 AV0675
 AV0675                          STATION DESCRIPTION
 AV0675
 AV0675'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AV0675'THE STATION IS LOCATED 7 MILES SOUTHWEST OF KAPLAN, 6.5 MILES
 AV0675'NORTHWEST OF FORKED ISLAND, AND 12 MILES SOUTHEAST OF GUEYDAN, IN
 AV0675'THE NORTHWEST QUARTER OF SECTION 15, T13S, R1E, AND ON THE PROPERTY
 AV0675'OWNED BY MR. GUY TRAHAN, RT. 3, P. O. BOX 270, KAPLAN, LOUISIANA.
 AV0675'TELEPHONE 643-7208.
 AV0675'
 AV0675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND 35 IN
 AV0675'KAPLAN, DRIVE SOUTH ALONG STATE HIGHWAY 35 FOR 3.7 MILES TO THE
 AV0675'JUNCTION WITH STATE HIGHWAY 335.  TURN RIGHT ON STATE HIGHWAY 335
 AV0675'AND GO WEST FOR 4.5 MILES TO THE JUNCTION WITH STATE HIGHWAY 707.
 AV0675'TURN LEFT AND GO SOUTH ALONG STATE HIGHWAY 707 FOR 2.4 MILES TO
 AV0675'THE STATION, WHICH IS ON THE LEFT OF THE HIGHWAY NEAR THE GUY
 AV0675'TRAHAN RESIDENCE.
 AV0675'
 AV0675'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 AV0675'HIGHWAY 707 FOR 0.7 MILE.  THE MARK IS SET ON THE LEFT AND WEST OF
 AV0675'THE HIGHWAY NEAR A SHED AND A GATE.
 AV0675'
 AV0675'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0675'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0675'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AV0675'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0675'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AV0675'STAMPED BRIAN 1974.  THE MARK IS 57 FEET SOUTH OF THE CENTER OF A
 AV0675'SHELL DRIVE, 42 FEET EAST OF THE CENTER OF STATE HIGHWAY 707, 39 FEET
 AV0675'NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT, 32 FEET NORTH OF A
 AV0675'METAL WITNESS POST AND SIGN, AND 6 FEET SOUTH OF A 32-INCH PECAN
 AV0675'TREE.
 AV0675'
 AV0675'REFERENCE MARK I IS A STANDARD LOUISANA DEPARTMENT OF HIGHWAYS AND
 AV0675'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0675'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0675'STAMPED BRIAN RM 1 1974.  IT IS 68 FEET EAST OF THE CENTER OF
 AV0675'STATE HIGHWAY 707, 46 FEET SOUTHEAST OF THE SOUTH END OF A
 AV0675'CONCRETE CULVERT, 38 FEET NORTHEAST OF A 32-INCH PECAN TREE, AND 18
 AV0675'FEET SOUTH OF THE CENTER OF A SHELL ROAD.
 AV0675'
 AV0675'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0675'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0675'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0675'STAMPED BRIAN RM 2 1974.  IT IS 87 FEET SOUTH OF THE CENTER OF A
 AV0675'SHELL DRIVE, 49 FEET EAST OF THE NORTH END OF A CONCRETE CULVERT, 47
 AV0675'FEET SOUTHEAST OF A 32-INCH PECAN TREE AND 3.5 FEET NORTH OF A
 AV0675'FENCE.
 AV0675'
 AV0675'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0675'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AV0675'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0675'STAMPED BRIAN AZ. MK. 1974.  IT IS 31 FEET NORTHEAST OF THE CENTER
 AV0675'OF A WOODEN GATE, 62 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AV0675'SHED, 22 FEET WEST OF THE CENTER OF STATE HIGHWAY 707, 3 FEET
 AV0675'EAST OF A FENCE AND 1.5 FEET EAST OF A METAL WITNESS POST AND
 AV0675'SIGN.
 AV0675'
 AV0675'NEAREST TOWN--KAPLAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4767 ***********************************************************************
 BJ4767  DESIGNATION -  BRIDGE
 BJ4767  PID         -  BJ4767
 BJ4767  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ4767  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4767
 BJ4767                         *CURRENT SURVEY CONTROL
 BJ4767  ___________________________________________________________________
 BJ4767* NAD 83(1992)-  30 30 17.88808(N)    091 12 45.41040(W)     ADJUSTED  
 BJ4767* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 BJ4767  ___________________________________________________________________
 BJ4767  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4767  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4767
 BJ4767  HORZ ORDER  -  SECOND
 BJ4767
 BJ4767.The horizontal coordinates were established by classical geodetic methods
 BJ4767.and adjusted by the National Geodetic Survey in January 1993..
 BJ4767
 BJ4767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4767
 BJ4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4767
 BJ4767.The geoid height was determined by GEOID03.
 BJ4767
 BJ4767;                    North         East     Units Scale Factor Converg.
 BJ4767;SPC LA S     -   222,248.271 1,011,587.922   MT  0.99996432   +0 03 37.3
 BJ4767;SPC LA S     -   729,159.54  3,318,851.37   sFT  0.99996432   +0 03 37.3
 BJ4767;UTM  15      - 3,376,100.500   671,523.370   MT  0.99996295   +0 54 27.1
 BJ4767
 BJ4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4767!SPC LA S     -   1.00000305  x   0.99996432  =   0.99996737
 BJ4767!UTM  15      -   1.00000305  x   0.99996295  =   0.99996600
 BJ4767
 BJ4767:                Primary Azimuth Mark                     Grid Az
 BJ4767:SPC LA S     -  BATON ROUGE GSU TANK                     121 30 25.3
 BJ4767:UTM  15      -  BATON ROUGE GSU TANK                     120 39 35.5
 BJ4767
 BJ4767|---------------------------------------------------------------------|
 BJ4767| PID    Reference Object                     Distance      Geod. Az  |
 BJ4767|                                                           dddmmss.s |
 BJ4767| BJ5055 BATON ROUGE GSU TANK                APPROX. 2.9 KM 1213402.6 |
 BJ4767| BJ5020 BATON ROUGE STATE CAPITOL CUP       APPROX. 5.8 KM 1552737.2 |
 BJ4767| BJ5051 BATON ROUGE TV STA WAFB MAST        APPROX. 7.5 KM 1564354.8 |
 BJ4767| BJ5336 BRIDGE AZ MK                        APPROX. 0.8 KM 1705911.8 |
 BJ4767| CW1154 BRIDGE RM 1                          11.369 METERS 17854     |
 BJ4767| BJ4768 BRIDGE RM 2                          17.653 METERS 35735     |
 BJ4767|---------------------------------------------------------------------|
 BJ4767
 BJ4767                          SUPERSEDED SURVEY CONTROL
 BJ4767
 BJ4767  NAD 83(1986)-  30 30 17.90650(N)    091 12 45.40812(W) AD(       ) 2
 BJ4767  NAD 27      -  30 30 17.22527(N)    091 12 45.01500(W) AD(       ) 2
 BJ4767  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 BJ4767
 BJ4767.Superseded values are not recommended for survey control.
 BJ4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4767.See file dsdata.txt to determine how the superseded data were derived.
 BJ4767
 BJ4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7152376100(NAD 83)
 BJ4767_MARKER: DD = SURVEY DISK
 BJ4767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4767_MARK LOGO: LADH  
 BJ4767_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4767+STABILITY: SURFACE MOTION
 BJ4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4767+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1983
 BJ4767
 BJ4767  HISTORY     - Date     Condition        Report By
 BJ4767  HISTORY     - 1970     MONUMENTED       LADH
 BJ4767  HISTORY     - 19830401 GOOD             NGS
 BJ4767
 BJ4767                          STATION DESCRIPTION
 BJ4767
 BJ4767'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4767'THE STATION IS LOCATED 3 MILES NORTH OF PORT ALLEN AND 0.2 MILE WEST
 BJ4767'OF THE WEST END OF THE U.S. HIGHWAY 190 MISSISSIPPI RIVER BRIDGE IN
 BJ4767'SECTION 49, T6S-R12E AND ON THE PROPERTY OF THE LOUISIANA
 BJ4767'DEPARTMENT OF HIGHWAYS.
 BJ4767'
 BJ4767'TO REACH THE STATION FROM THE WEST BATON ROUGE PARISH COURTHOUSE IN
 BJ4767'PORT ALLEN, DRIVE NORTH ALONG STATE HIGHWAY 1 FOR 3.15 MILES TO THE
 BJ4767'INTERSECTION WITH U. S. HIGHWAY 190.  THE STATION IS SET TO THE
 BJ4767'LEFT AND WEST OF STATE HIGHWAY 1 IN THE SOUTHWEST QUADRANT OF THE
 BJ4767'INTERSECTION NEAR A RIGHT OF WAY MARKER.
 BJ4767'
 BJ4767'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ4767'HIGHWAY 1 FOR 0.5 MILE TO THE MARK WHICH IS SET TO THE LEFT AND EAST
 BJ4767'OF THE HIGHWAY NEAR A CULVERT.
 BJ4767'
 BJ4767'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4767'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4767'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4767'STAMPED BRIDGE 1970.  IT IS 126 FEET NORTH OF POWER POLE NO. 36, 103
 BJ4767'FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF STATE HIGHWAY 1,
 BJ4767'62 FEET SOUTH OF A POWER POLE, 3 FEET SOUTH OF A METAL WITNESS POST,
 BJ4767'2 FEET EAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER.  IT IS SET
 BJ4767'IN THE SOUTHWEST QUADRANT OF THE STATE HIGHWAY 1 AND U. S.
 BJ4767'HIGHWAY 190 INTERCHANGE WEST OF THE MISSISSIPPI RIVER.
 BJ4767'
 BJ4767'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4767'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4767'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4767'STAMPED BRIDGE RM 1 1970.  IT IS 103 FEET WEST OF THE CENTER OF THE
 BJ4767'SOUTH BOUND LANE OF STATE HIGHWAY 1, 99 FEET SOUTH OF A POWER POLE,
 BJ4767'89 FEET NORTH OF POWER POLE NO. 36, 40 FEET SOUTH OF A METAL
 BJ4767'WITNESS POST, AND 37 FEET SOUTH OF A HIGHWAY RIGHT OF WAY MARKER.
 BJ4767'
 BJ4767'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4767'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4767'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4767'STAMPED BRIDGE RM 2 1970.  IT IS 94 FEET WEST OF THE CENTER OF THE
 BJ4767'SOUTH BOUND LANE OF STATE HIGHWAY 1, 88 FEET SOUTH OF THE CENTER
 BJ4767'OF THE HEADWALL ON A DRAIN UNDER STATE HIGHWAY 1, 58 FEET NORTH OF
 BJ4767'A HIGHWAY RIGHT OF WAY MARKER, 55 FEET NORTH OF A METAL WITNESS
 BJ4767'POST, AND 4 FEET SOUTHEAST OF A POWER POLE.
 BJ4767'
 BJ4767'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4767'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4767'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BJ4767'STAMPED BRIDGE AZ MK 1970.  IT IS 102 FEET SOUTH OF A HIGHWAY RIGHT
 BJ4767'OF WAY MARKER, 65 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE
 BJ4767'OF STATE HIGHWAY 1, 44 FEET NORTHEAST OF THE EAST END OF A
 BJ4767'HEADWALL ON A DRAIN UNDER STATE HIGHWAY 1, AND 3 FEET NORTH OF A
 BJ4767'METAL WITNESS POST.
 BJ4767'
 BJ4767'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4767
 BJ4767                          STATION RECOVERY (1983)
 BJ4767
 BJ4767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RJT)
 BJ4767'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 BJ4767'RECOVERED AND FOUND IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2949 ***********************************************************************
 AU2949  DESIGNATION -  BRIDGE
 AU2949  PID         -  AU2949
 AU2949  STATE/COUNTY-  LA/JEFFERSON
 AU2949  USGS QUAD   -  CAMINADA PASS (1994)
 AU2949
 AU2949                         *CURRENT SURVEY CONTROL
 AU2949  ___________________________________________________________________
 AU2949* NAD 83(1992)-  29 12 37.94468(N)    090 02 59.85293(W)     ADJUSTED  
 AU2949* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 AU2949  **This station is located in a subsidence area (see below).
 AU2949  ___________________________________________________________________
 AU2949  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AU2949  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AU2949
 AU2949  HORZ ORDER  -  SECOND
 AU2949
 AU2949.The horizontal coordinates were established by classical geodetic methods
 AU2949.and adjusted by the National Geodetic Survey in January 1993..
 AU2949
 AU2949 ** The orthometric height has not been validated since last determined
 AU2949 ** by differential leveling and should not be used for control purposes.
 AU2949 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2949 ** area with valid NAVD 88 orthometric heights.
 AU2949 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2949 ** epoch indicated which incorporates improved geoid heights for the
 AU2949 ** Southern Louisiana Subsidence area.
 AU2949 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2949
 AU2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2949
 AU2949.The geoid height was determined by GEOID03.
 AU2949
 AU2949;                    North         East     Units Scale Factor Converg.
 AU2949;SPC LA S     -    79,460.684 1,124,796.235   MT  1.00002014   +0 38 30.1
 AU2949;SPC LA S     -   260,697.26  3,690,268.98   sFT  1.00002014   +0 38 30.1
 AU2949;UTM  15      - 3,234,917.503   786,816.419   MT  1.00061524   +1 26 26.4
 AU2949;UTM  16      - 3,235,166.086   203,464.309   MT  1.00068522   -1 29 22.3
 AU2949
 AU2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2949!SPC LA S     -   1.00000350  x   1.00002014  =   1.00002364
 AU2949!UTM  15      -   1.00000350  x   1.00061524  =   1.00061874
 AU2949!UTM  16      -   1.00000350  x   1.00068522  =   1.00068872
 AU2949
 AU2949|---------------------------------------------------------------------|
 AU2949| PID    Reference Object                     Distance      Geod. Az  |
 AU2949|                                                           dddmmss.s |
 AU2949| AU1289 P 221                                45.637 METERS 08009     |
 AU2949| DD6398 BRIDGE AZ MK                                       1312820.3 |
 AU2949| DD6399 BRIDGE RM 1                          21.597 METERS 31144     |
 AU2949|---------------------------------------------------------------------|
 AU2949
 AU2949                          SUPERSEDED SURVEY CONTROL
 AU2949
 AU2949  NAD 83(1986)-  29 12 37.95876(N)    090 02 59.86339(W) AD(       ) 2
 AU2949  NAD 27      -  29 12 37.13765(N)    090 02 59.59965(W) AD(       ) 2
 AU2949  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AU2949
 AU2949.Superseded values are not recommended for survey control.
 AU2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2949.See file dsdata.txt to determine how the superseded data were derived.
 AU2949
 AU2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8681634918(NAD 83)
 AU2949_MARKER: DS = TRIANGULATION STATION DISK
 AU2949_SETTING: 0 = UNSPECIFIED SETTING
 AU2949
 AU2949  HISTORY     - Date     Condition        Report By
 AU2949  HISTORY     - 1966     MONUMENTED       CGS
 AU2949
 AU2949                          STATION DESCRIPTION
 AU2949
 AU2949'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2949'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF GRAND
 AU2949'ISLE, AT THE NORTHWEST END OF THE BRIDGE OVER CAMINADA PASS
 AU2949'AND ON THE STATE HIGHWAY RIGHT-OF-WAY.
 AU2949'
 AU2949'TO REACH THE STATION FROM THE POST OFFICE IN GRAND ISLE GO SOUTH
 AU2949'AND SOUTHWESTERLY ON STATE HIGHWAY 1 FOR 3.55 MILES TO THE
 AU2949'SOUTHWEST END OF THE BRIDGE ACROSS CAMINADA PASS.  CONTINUE
 AU2949'NORTHWEST ACROSS THE BRIDGE FOR 0.85 MILE TO THE STATION ON
 AU2949'THE LEFT AT THE NORTHWEST END OF THE BRIDGE.
 AU2949'
 AU2949'THE STAITON MARK IS A STANDARD DISK STAMPED BRIDGE 1966,
 AU2949'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AU2949'FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 AU2949'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 68 FEET
 AU2949'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1, 55.5 FEET
 AU2949'NORTHWEST OF A POWER POLE, 114 FEET WEST OF THE NORTHWEST CORNER
 AU2949'OF THE BRIDGE AND 135 FEET SOUTHEAST OF THE CENTER OF A
 AU2949'GRAVELED ROAD.
 AU2949'
 AU2949'BENCH MARK P 221 IS A STANDARD U.S.C. AND G.S. BENCH MARK
 AU2949'DISK STAMPED P 221 1965, CEMENTED IN A DRILL HOLE IN A CONCRETE
 AU2949'BRIDGE ABUTMENT.  IT IS 1.9 FEET SOUTHWEST OF THE NORTHEAST
 AU2949'END OF THE ABUTMENT AND 21 FEET NORTHWEST OF THE NORTHWEST CORNER
 AU2949'OF THE BRIDGE.
 AU2949'
 AU2949'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRIDGE NO 1
 AU2949'1966, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 AU2949'WITH THE SURFACE OF THE GROUND.  IT IS 53 FEET SOUTHWEST OF
 AU2949'THE CENTERLINE OF HIGHWAY 1 AND 74 FEET SOUTHEAST OF THE CENTER
 AU2949'OF THE SHELL ROAD.
 AU2949'
 AU2949'AZIMUTH MARK, A STANDARD DISK STAMPED BRIDGE 1966, IS SET
 AU2949'IN A ROUND CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE SURFACE
 AU2949'OF THE GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS
 AU2949'POST AND 81.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AU2949'BUILDING ON PILINGS.
 AU2949'
 AU2949'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST
 AU2949'ACROSS THE BRIDGE FOR 0.9 MILE THIS IS ABOUT 0.05 MILE SOUTHEAST
 AU2949'OF THE SOUTHEAST END OF THE BRIDGE.  TURN RIGHT AND GO SOUTHWEST
 AU2949'ACROSS A SANDY AREA ALONG THE NORTHEAST SIDE OF A LONG
 AU2949'BUILDING FOR 0.1 MILE TO THE MARK.
 AU2949'
 AU2949'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3033 ***********************************************************************
 AU3033  DESIGNATION -  BRIDGE
 AU3033  PID         -  AU3033
 AU3033  STATE/COUNTY-  LA/TERREBONNE
 AU3033  USGS QUAD   -  LAKE QUITMAN (1994)
 AU3033
 AU3033                         *CURRENT SURVEY CONTROL
 AU3033  ___________________________________________________________________
 AU3033* NAD 83(1992)-  29 19 55.93026(N)    090 38 33.61722(W)     ADJUSTED  
 AU3033* NAVD 88     -         1.35   (+/-2cm)       4.4  **(feet)  VERTCON   
 AU3033  **This station is located in a subsidence area (see below).
 AU3033  ___________________________________________________________________
 AU3033  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU3033  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AU3033
 AU3033  HORZ ORDER  -  THIRD
 AU3033  VERT ORDER  -  THIRD ? (See Below)
 AU3033
 AU3033.The horizontal coordinates were established by classical geodetic methods
 AU3033.and adjusted by the National Geodetic Survey in January 1993..
 AU3033
 AU3033 ** The orthometric height has not been validated since last determined
 AU3033 ** by differential leveling and should not be used for control purposes.
 AU3033 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3033 ** area with valid NAVD 88 orthometric heights.
 AU3033 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3033 ** epoch indicated which incorporates improved geoid heights for the
 AU3033 ** Southern Louisiana Subsidence area.
 AU3033 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3033.The vertical order pertains to the NGVD 29 superseded value.
 AU3033
 AU3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3033
 AU3033.The geoid height was determined by GEOID03.
 AU3033
 AU3033;                    North         East     Units Scale Factor Converg.
 AU3033;SPC LA S     -    92,449.191 1,067,080.180   MT  0.99999334   +0 20 43.2
 AU3033;SPC LA S     -   303,310.39  3,500,912.22   sFT  0.99999334   +0 20 43.2
 AU3033;UTM  15      - 3,247,099.309   728,899.478   MT  1.00024657   +1 09 19.1
 AU3033
 AU3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3033!SPC LA S     -   1.00000366  x   0.99999334  =   0.99999700
 AU3033!UTM  15      -   1.00000366  x   1.00024657  =   1.00025023
 AU3033
 AU3033                          SUPERSEDED SURVEY CONTROL
 AU3033
 AU3033  NAD 83(1986)-  29 19 55.94939(N)    090 38 33.62625(W) AD(       ) 3
 AU3033  NAD 27      -  29 19 55.14300(N)    090 38 33.31000(W) AD(       ) 3
 AU3033  NGVD 29 (07/19/86)    1.34   (m)            4.4    (f) LEVELING    3  
 AU3033
 AU3033.Superseded values are not recommended for survey control.
 AU3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3033.See file dsdata.txt to determine how the superseded data were derived.
 AU3033
 AU3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2889947099(NAD 83)
 AU3033_MARKER: DS = TRIANGULATION STATION DISK
 AU3033_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3033_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3033
 AU3033  HISTORY     - Date     Condition        Report By
 AU3033  HISTORY     - 1934     MONUMENTED       CGS
 AU3033  HISTORY     - 1952     GOOD             CGS
 AU3033  HISTORY     - 1954     GOOD             CGS
 AU3033  HISTORY     - 1960     GOOD             CGS
 AU3033  HISTORY     - 1963     SEE DESCRIPTION  USGS
 AU3033  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU3033
 AU3033                          STATION DESCRIPTION
 AU3033
 AU3033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3033'STATION IS ON THE W BANK OF BAYOU LITTLE CAILLOU AT ITS INTERSECTION
 AU3033'WITH ROBINSONS CANAL, ABOUT 4 MILES S OF BOUDREAUX CANAL, 41
 AU3033'METERS (135 FEET) W OF THE BAYOU, 20 METERS (65 FEET) S OF THE
 AU3033'CANAL AND 25 METERS (80 FEET) E OF STATE HIGHWAY 79.
 AU3033'
 AU3033'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3033'IN THE TOP OF A TILE.
 AU3033'
 AU3033'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3033'IS 13 METERS (43 FEET) FROM THE BAYOU,
 AU3033'IN HARD MARSH AND 21.2 METERS (70 FEET) FROM THE STATION S 49 DEG E.
 AU3033'
 AU3033'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3033'IS 19 METERS (60 FEET) FROM THE CENTER
 AU3033'LINE OF THE ROAD, IN HARD MARSH AND 19.9 METERS (65 FEET) FROM
 AU3033'THE STATION S 36 DEG W.
 AU3033
 AU3033                          STATION RECOVERY (1952)
 AU3033
 AU3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3033'STATION AND REFERENCE MARK 2 WERE RECOVERED IN FAIR CONDITION,
 AU3033'BOTH MARKS LEAN SLIGHTLY TO THE NE.  REFERENCE MARK 1 WAS RECOVERED
 AU3033'IN GOOD CONDITION.  THE DISTANCES AND MAGNETIC AZIMUTHS WERE
 AU3033'CHECKED AND WERE FOUND TO BE CORRECT.  A NEW DESCRIPTION FOLLOWS--
 AU3033'
 AU3033'STATION IS LOCATED ABOUT 23 MI. S OF THE INTERSECTION OF STATE
 AU3033'HIGHWAYS 69 AND 141 IN HOUMA, 92 FT. SE OF THE SE CORNER OF A
 AU3033'BRIDGE, 39 FT. S-SW OF A LONE 18-IN. HACKBERRY TREE ON THE SW
 AU3033'CORNER OF THE CONFLUENCE OF BAYOU PETIT CAILLOU AND ROBINSONS
 AU3033'CANAL, 53.5 FT. NE OF A 40-IN. HACKBERRY TREE, AND 85 FT. E OF
 AU3033'THE CENTERLINE OF THE ROAD.  IT IS A STANDARD DISK, STAMPED
 AU3033'BRIDGE AND SET IN THE TOP OF A 9- BY 9-IN. CONCRETE MONUMENT
 AU3033'FLUSH WITH THE GROUND.
 AU3033'
 AU3033'REFERENCE MARK 1 IS 7 FT. W OF THE W EDGE OF THE BAYOU BANK, AND
 AU3033'18 FT. NW OF A 30-IN. HACKBERRY TREE THAT IS LEANING OVER THE
 AU3033'BAYOU.  IT IS A STANDARD DISK, STAMPED BRIDGE REF NO 1 AND SET
 AU3033'IN THE TOP OF A 9- BY 9-IN. CONCRETE MONUMENT FLUSH WITH THE
 AU3033'GROUND.
 AU3033'
 AU3033'REFERENCE MARK 2 IS 16 FT. S OF A 40-IN. HACKBERRY TREE, 63
 AU3033'FT. E OF THE CENTERLINE OF THE ROAD, AND 45 FT. N OF THE NW
 AU3033'CORNER OF A FENCE AROUND A SMALL YARD.  IT IS A STANDARD DISK,
 AU3033'STAMPED BRIDGE REF NO 2 AND SET IN THE TOP OF A 9- BY 9-IN.
 AU3033'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU3033'
 AU3033'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 AU3033'69 AND 141 IN HOUMA, GO SE ON STATE HIGHWAY 69 TO THE JUNCTION OF
 AU3033'STATE HIGHWAY 79 IN PRESQUILLE, AND THENCE SE OF STATE HIGHWAY
 AU3033'79 TO ROBINSONS CANAL AND STATION SITE.
 AU3033
 AU3033                          STATION RECOVERY (1954)
 AU3033
 AU3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCC)
 AU3033'STATION STAMPED BRIDGE AND REFERENCE MARKS STAMPED BRIDGE REF
 AU3033'NO 1 AND BRIDGE REF NO 2 WERE RECOVERED AS DESCRIBED.
 AU3033
 AU3033                          STATION RECOVERY (1960)
 AU3033
 AU3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 AU3033'THE STATION WAS VISITED 5-5-60 AND THE STATION MARK AND REFERENCE
 AU3033'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 AU3033'WAS DESTROYED PRIOR TO THIS DATE DUE TO EROSION ALONG THE BANKS
 AU3033'OF THE BAYOU.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 AU3033'DATE.  A NEW DESCRIPTION FOLLOWS--
 AU3033'
 AU3033'THE STATION IS LOCATED ABOUT 23 MILES SOUTHEAST OF HOUMA AT THE
 AU3033'CONFLUENCE OF ROBINSON CANAL AND BAYOU PETTIT CAILLOU, ON THE
 AU3033'PROPERTY OF THE ARKANSAS FUEL OIL CO.  IT IS 120 FEET EAST OF
 AU3033'THE CENTERLINE OF NEW HIGHWAY 56, 37 FEET SOUTH OF THE SOUTH
 AU3033'BANK OF THE ROBINSON CANAL, 41 FEET WEST OF THE WEST BANK OF
 AU3033'BAYOU PETTIT CAILLOU, 92 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AU3033'OF THE OLD BRIDGE OVER THE CANAL, 83 FEET EAST OF THE
 AU3033'CENTERLINE OF THE OLD HIGHWAY, 53 FEET NORTHEAST OF A 4-FOOT
 AU3033'HACKBERRY TREE, 107 FEET EAST OF A POWER POLE, 25 FEET
 AU3033'SOUTH OF THE PROJECTED CENTERLINE OF THE ROBINSON CANAL
 AU3033'LEADING EAST, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 AU3033'A STANDARD DISK, STAMPED BRIDGE 1934, FLUSH WITH THE GROUND.
 AU3033'
 AU3033'REFERENCE MARK NO. 2 IS 65.42 FEET SOUTH-SOUTHEAST OF THE STATION,
 AU3033'62 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 15.5 FEET
 AU3033'SOUTH OF A 4-FOOT HACKBERRY TREE, 45 FEET NORTH OF THE NORTHWEST
 AU3033'CORNER OF A FENCED YARD, AND 1.5 FEET EAST OF A METAL WITNESS
 AU3033'POST.  IT IS A STANDARD DISK, STAMPED BRIDGE REF NO 2, FLUSH WITH
 AU3033'THE GROUND.
 AU3033'
 AU3033'REFERENCE MARK NO. 3 IS 52.32 FEET NORTHEAST OF THE STATION,
 AU3033'34.5 FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 68 FEET EAST
 AU3033'OF THE CENTERLINE OF STATE HIGHWAY 56, AT A POINT JUST SOUTH
 AU3033'OF THE SOUTH END OF THE BRIDGE, 29 FEET SOUTH OF THE SOUTH
 AU3033'BANK OF ROBINSON CANAL AND 73 FEET NORTH OF THE 4-FOOT HACKBERRY
 AU3033'TREE.  IT IS A STANDARD DISK, STAMPED BRIDGE NO 3 1934,
 AU3033'PROJECTING 3 INCHES.
 AU3033'
 AU3033'TO REACH THE STATION FROM POST OFFICE IN HOUMA, GO EAST ON
 AU3033'STATE HIGHWAY 24 FOR 5.5 MILES TO THE JUNCTION WITH STATE HIGHWAY
 AU3033'56, KEEP STRAIGHT AHEAD ON STATE HIGHWAY 56 (STATE HIGHWAY 24
 AU3033'BEARS LEFT AND CROSSES THE BAYOU), FOR 18.5 MILES TO THE BRIDGE
 AU3033'OVER ROBINSON CANAL AND THE STATION ON THE LEFT.
 AU3033
 AU3033                          STATION RECOVERY (1963)
 AU3033
 AU3033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (LBR)
 AU3033'STATION PROBABLY DESTROYED BY EROSION OF CANAL.  REFERENCE MARKS
 AU3033'OK.  RM 3 LOCATED - NOT IN NOTES.
 AU3033
 AU3033                          STATION RECOVERY (1966)
 AU3033
 AU3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DD)
 AU3033'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AU3033'
 AU3033'R.M. 2, STAMPED BRIDGE REF NO 2, IS ABOUT 10.05 MILES SOUTH ALONG
 AU3033'STATE HIGHWAY 56 FROM THE ST. JOSEPH CHURCH AT CHAUVIN, IN
 AU3033'FRACTIONAL SECTION 105, T 20 S, R 18 E, 93 FEET EAST OF THE
 AU3033'CENTER LINE OF THE HIGHWAY, 105 FEET NORTH-NORTHEAST OF POWER
 AU3033'POLE NUMBERED 1024, 71 FEET SOUTHWEST OF A 16-INCH HACKBERRY
 AU3033'TREE, 5-1/2 FEET NORTH OF A METER POLE, 1.6 FEET SOUTH OF A
 AU3033'METAL WITNESS POST, ABOUT 9 FEET BELOW THE LEVEL OF THE HIGHWAY,
 AU3033'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AU3033'GROUND.
 AU3033'
 AU3033'R.M. 3, STAMPED BRIDGE NO 3 1934, IS ABOUT 10.05 MILES SOUTH
 AU3033'ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH CHURCH AT CHAUVIN,
 AU3033'IN FRACTIONAL SECTION 105, T 20 S, R 18 E, 75 FEET EAST OF THE
 AU3033'CENTER LINE OF THE HIGHWAY, 56-1/2 FEET EAST OF THE EAST END OF
 AU3033'THE SOUTH CONCRETE ABUTMENT OF A BRIDGE OVER ROBINSON CANAL,
 AU3033'91 FEET NORTH OF R.M. 2, 29 FEET SOUTH-SOUTHWEST OF A WOODEN
 AU3033'BULKHEAD, 10.2 FEET EAST OF A POWER LINE WITH A LIGHT, 1.0 FOOT
 AU3033'NORTHEAST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE
 AU3033'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AU3033'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5336 ***********************************************************************
 BJ5336  DESIGNATION -  BRIDGE AZ MK
 BJ5336  PID         -  BJ5336
 BJ5336  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5336  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5336
 BJ5336                         *CURRENT SURVEY CONTROL
 BJ5336  ___________________________________________________________________
 BJ5336* NAD 83(1992)-  30 29 53.35335(N)    091 12 40.91618(W)     ADJUSTED  
 BJ5336* NAVD 88     -         7.     (meters)      23.     (feet)  VERTCON   
 BJ5336  ___________________________________________________________________
 BJ5336  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5336  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ5336
 BJ5336  HORZ ORDER  -  THIRD
 BJ5336
 BJ5336.The horizontal coordinates were established by classical geodetic methods
 BJ5336.and adjusted by the National Geodetic Survey in January 1993..
 BJ5336.No horizontal observational check was made to the station.
 BJ5336
 BJ5336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5336
 BJ5336.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5336
 BJ5336.The geoid height was determined by GEOID03.
 BJ5336
 BJ5336;                    North         East     Units Scale Factor Converg.
 BJ5336;SPC LA S     -   221,492.886 1,011,708.560   MT  0.99996329   +0 03 39.5
 BJ5336;SPC LA S     -   726,681.24  3,319,247.17   sFT  0.99996329   +0 03 39.5
 BJ5336;UTM  15      - 3,375,346.981   671,655.162   MT  0.99996351   +0 54 28.7
 BJ5336
 BJ5336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5336!SPC LA S     -   1.00000311  x   0.99996329  =   0.99996640
 BJ5336!UTM  15      -   1.00000311  x   0.99996351  =   0.99996662
 BJ5336
 BJ5336                          SUPERSEDED SURVEY CONTROL
 BJ5336
 BJ5336  NAD 83(1986)-  30 29 53.37184(N)    091 12 40.91334(W) AD(       ) 3
 BJ5336  NGVD 29 (11/02/92)    7.     (m)           23.     (f) VERT ANG       
 BJ5336
 BJ5336.Superseded values are not recommended for survey control.
 BJ5336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5336.See file dsdata.txt to determine how the superseded data were derived.
 BJ5336
 BJ5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7165575347(NAD 83)
 BJ5336_MARKER: DZ = AZIMUTH MARK DISK
 BJ5336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5336_STAMPING: BRIDGE LADH 1970 AZ MK
 BJ5336_MARK LOGO: LADH  
 BJ5336_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5336+STABILITY: SURFACE MOTION
 BJ5336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5336+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1982
 BJ5336
 BJ5336  HISTORY     - Date     Condition        Report By
 BJ5336  HISTORY     - 1970     MONUMENTED       LADH
 BJ5336  HISTORY     - 19820101 GOOD             NGS
 BJ5336
 BJ5336                          STATION DESCRIPTION
 BJ5336
 BJ5336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 BJ5336'THE STATION IS LOCATED ABOUT 4.26 KM (2.65 MILES) NORTH OF PORT ALLEN.
 BJ5336'TO REACH THE STATION FROM THE WEST BATON ROUGE PARISH COURTHOUSE IN
 BJ5336'PORT ALLEN DRIVE NORTH ALONG STATE HIGHWAY 1 FOR 4.26 KM (2.65 MILES)
 BJ5336'TO THE STATION MARK WHICH IS SET TO THE RIGHT AND EAST OF THE HIGHWAY
 BJ5336'NEAR A CULVERT.
 BJ5336' 
 BJ5336'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 BJ5336'AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 BJ5336'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED--BRIDGE AZ MK
 BJ5336'1970--.  IT IS 31.09 METERS (102.0 FT) SOUTH OF A HIGHWAY RIGHT OF WAY
 BJ5336'MARKER, 19.81 METERS (65.0 FT) EAST OF THE CENTER OF THE NORTH BOUND
 BJ5336'LANE OF STATE HIGHWAY 1, 13.41 METERS (44.0 FT) NORTHEAST OF THE EAST
 BJ5336'END OF A HEADWALL ON A DRAIN UNDER STATE HIGHWAY 1, AND 0.91 METER
 BJ5336'(3.0 FT) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2793 ***********************************************************************
 AU2793  DESIGNATION -  BRIDGE CITY AVON SHIPYARD TANK
 AU2793  PID         -  AU2793
 AU2793  STATE/COUNTY-  LA/JEFFERSON
 AU2793  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2793
 AU2793                         *CURRENT SURVEY CONTROL
 AU2793  ___________________________________________________________________
 AU2793* NAD 83(1992)-  29 55 38.06858(N)    090 10 50.02695(W)     ADJUSTED  
 AU2793* NAVD 88     -                                                        
 AU2793  **This station is located in a subsidence area (see below).
 AU2793  ___________________________________________________________________
 AU2793  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2793  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU2793
 AU2793  HORZ ORDER  -  THIRD
 AU2793
 AU2793.The horizontal coordinates were established by classical geodetic methods
 AU2793.and adjusted by the National Geodetic Survey in January 1993..
 AU2793
 AU2793 ** The orthometric height has not been validated since last determined
 AU2793 ** by differential leveling and should not be used for control purposes.
 AU2793 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2793 ** area with valid NAVD 88 orthometric heights.
 AU2793 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2793 ** epoch indicated which incorporates improved geoid heights for the
 AU2793 ** Southern Louisiana Subsidence area.
 AU2793 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2793
 AU2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2793
 AU2793.The geoid height was determined by GEOID03.
 AU2793
 AU2793;                    North         East     Units Scale Factor Converg.
 AU2793;SPC LA S     -   158,761.407 1,111,297.514   MT  0.99992657   +0 34 35.0
 AU2793;SPC LA S     -   520,869.72  3,645,981.93   sFT  0.99992657   +0 34 35.0
 AU2793;UTM  15      - 3,314,065.892   772,181.881   MT  1.00051413   +1 24 26.9
 AU2793
 AU2793                          SUPERSEDED SURVEY CONTROL
 AU2793
 AU2793  NAD 83(1986)-  29 55 38.08430(N)    090 10 50.02652(W) AD(       ) 4
 AU2793  NAD 27      -  29 55 37.34621(N)    090 10 49.75738(W) AD(       ) 3
 AU2793
 AU2793.Superseded values are not recommended for survey control.
 AU2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2793.See file dsdata.txt to determine how the superseded data were derived.
 AU2793
 AU2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7218214066(NAD 83)
 AU2793_MARKER: 53 = ELEVATED TANK
 AU2793
 AU2793  HISTORY     - Date     Condition        Report By
 AU2793  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2793  HISTORY     - 19950711 GOOD             USPSQD
 AU2793
 AU2793                          STATION DESCRIPTION
 AU2793
 AU2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2793'THE BRIDGE CITY, AVONDALE SHIPYARD WATER TANK IS LOCATED ABOUT 1/4
 AU2793'MILE SOUTHEAST OF THE MISSISSIPPI RIVER AT THE AVONDALE SHIPYARD IN
 AU2793'BRIDGE CITY, LOUISIANA.
 AU2793'
 AU2793'IT IS A 4-LEGGED SELF-SUPPORTED STEEL STRUCTURE WITH AN OVAL TANK,
 AU2793'PAINTED SILVER WITH THE LETTERING AVON IN BLACK ON ITS SIDE.  THE
 AU2793'OVERALL HEIGHT IS APPROXIMATELY 130 FEET.
 AU2793'
 AU2793'POINT INTERSECTED WAS THE BALL AT THE TOP OF THE TANK.
 AU2793
 AU2793                          STATION RECOVERY (1995)
 AU2793
 AU2793'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2780 ***********************************************************************
 AU2780  DESIGNATION -  BRIDGE CITY WATER TANK
 AU2780  PID         -  AU2780
 AU2780  STATE/COUNTY-  LA/JEFFERSON
 AU2780  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2780
 AU2780                         *CURRENT SURVEY CONTROL
 AU2780  ___________________________________________________________________
 AU2780* NAD 83(1992)-  29 55 58.89483(N)    090 09 56.67112(W)     ADJUSTED  
 AU2780* NAVD 88     -                                                        
 AU2780  **This station is located in a subsidence area (see below).
 AU2780  ___________________________________________________________________
 AU2780  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2780  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AU2780
 AU2780  HORZ ORDER  -  THIRD
 AU2780
 AU2780.The horizontal coordinates were established by classical geodetic methods
 AU2780.and adjusted by the National Geodetic Survey in January 1993..
 AU2780
 AU2780 ** The orthometric height has not been validated since last determined
 AU2780 ** by differential leveling and should not be used for control purposes.
 AU2780 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2780 ** area with valid NAVD 88 orthometric heights.
 AU2780 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2780 ** epoch indicated which incorporates improved geoid heights for the
 AU2780 ** Southern Louisiana Subsidence area.
 AU2780 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2780
 AU2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2780
 AU2780.The geoid height was determined by GEOID03.
 AU2780
 AU2780;                    North         East     Units Scale Factor Converg.
 AU2780;SPC LA S     -   159,417.096 1,112,721.873   MT  0.99992644   +0 35 01.7
 AU2780;SPC LA S     -   523,020.92  3,650,655.01   sFT  0.99992644   +0 35 01.7
 AU2780;UTM  15      - 3,314,742.576   773,597.416   MT  1.00052366   +1 24 54.5
 AU2780
 AU2780                          SUPERSEDED SURVEY CONTROL
 AU2780
 AU2780  NAD 83(1986)-  29 55 58.91038(N)    090 09 56.67051(W) AD(       ) 4
 AU2780  NAD 27      -  29 55 58.17215(N)    090 09 56.40231(W) AD(       ) 3
 AU2780
 AU2780.Superseded values are not recommended for survey control.
 AU2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2780.See file dsdata.txt to determine how the superseded data were derived.
 AU2780
 AU2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7359714743(NAD 83)
 AU2780_MARKER: 53 = ELEVATED TANK
 AU2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2780+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 AU2780
 AU2780  HISTORY     - Date     Condition        Report By
 AU2780  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2780  HISTORY     - 1972     GOOD             NGS
 AU2780  HISTORY     - 19950711 GOOD             USPSQD
 AU2780  HISTORY     - 20030510 GOOD             USPSQD
 AU2780
 AU2780                          STATION DESCRIPTION
 AU2780
 AU2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2780'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 6
 AU2780'LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED GREEN WITH A
 AU2780'WHITE BAND AROUND THE CENTER AND HAS THE LEGEND PROGRESSIVE
 AU2780'JEFFERSON ON THE NORTH SIDE.  THE OVERALL HEIGHT IS ABOUT 150
 AU2780'FEET.
 AU2780'
 AU2780'IT IS LOCATED AT THE NORTHEAST EDGE OF BRIDGE CITY, ABOUT 200
 AU2780'FEET SOUTHEAST OF THE INTERSECTION OF WESTWEGO AVENUE AND
 AU2780'THIRD STREET AND ABOUT 400 FEET WEST OF THE SOUTH END OF THE
 AU2780'HUEY P. LONG BRIDGE.
 AU2780
 AU2780                          STATION RECOVERY (1972)
 AU2780
 AU2780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2780'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AU2780'IS COMPLETE AND ADEQUATE.
 AU2780'
 AU2780'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE TANK.
 AU2780
 AU2780                          STATION RECOVERY (1995)
 AU2780
 AU2780'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2780'RECOVERED IN GOOD CONDITION.
 AU2780
 AU2780                          STATION RECOVERY (2003)
 AU2780
 AU2780'RECOVERY NOTE BY US POWER SQUADRON 2003 (SOL)
 AU2780'5-INCH LOGO CAP MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2903 ***********************************************************************
 AU2903  DESIGNATION -  BRIDGES
 AU2903  PID         -  AU2903
 AU2903  STATE/COUNTY-  LA/ST CHARLES
 AU2903  USGS QUAD   -  HAHNVILLE (1995)
 AU2903
 AU2903                         *CURRENT SURVEY CONTROL
 AU2903  ___________________________________________________________________
 AU2903* NAD 83(1992)-  29 52 56.76992(N)    090 28 53.81352(W)     ADJUSTED  
 AU2903* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AU2903  **This station is located in a subsidence area (see below).
 AU2903  ___________________________________________________________________
 AU2903  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2903  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AU2903
 AU2903  HORZ ORDER  -  FIRST
 AU2903
 AU2903.The horizontal coordinates were established by classical geodetic methods
 AU2903.and adjusted by the National Geodetic Survey in January 1993..
 AU2903
 AU2903 ** The orthometric height has not been validated since last determined
 AU2903 ** by differential leveling and should not be used for control purposes.
 AU2903 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2903 ** area with valid NAVD 88 orthometric heights.
 AU2903 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2903 ** epoch indicated which incorporates improved geoid heights for the
 AU2903 ** Southern Louisiana Subsidence area.
 AU2903 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2903
 AU2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2903
 AU2903.The geoid height was determined by GEOID03.
 AU2903
 AU2903;                    North         East     Units Scale Factor Converg.
 AU2903;SPC LA S     -   153,540.989 1,082,269.145   MT  0.99992787   +0 25 33.1
 AU2903;SPC LA S     -   503,742.39  3,550,744.69   sFT  0.99992787   +0 25 33.1
 AU2903;UTM  15      - 3,308,422.624   743,217.926   MT  1.00032991   +1 15 19.2
 AU2903
 AU2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2903!SPC LA S     -   1.00000402  x   0.99992787  =   0.99993189
 AU2903!UTM  15      -   1.00000402  x   1.00032991  =   1.00033393
 AU2903
 AU2903:                Primary Azimuth Mark                     Grid Az
 AU2903:SPC LA S     -  BRIDGES RM 3                             000 16 15.0
 AU2903:UTM  15      -  BRIDGES RM 3                             359 26 28.9
 AU2903
 AU2903|---------------------------------------------------------------------|
 AU2903| PID    Reference Object                     Distance      Geod. Az  |
 AU2903|                                                           dddmmss.s |
 AU2903| DD6402 BRIDGES RM 3                                       0004148.1 |
 AU2903| DD6400 BRIDGES RM 1                         24.974 METERS 00859     |
 AU2903| DD6401 BRIDGES RM 2                         28.011 METERS 24652     |
 AU2903|---------------------------------------------------------------------|
 AU2903
 AU2903                          SUPERSEDED SURVEY CONTROL
 AU2903
 AU2903  NAD 83(1986)-  29 52 56.78720(N)    090 28 53.81427(W) AD(       ) 1
 AU2903  NAD 27      -  29 52 56.04274(N)    090 28 53.51198(W) AD(       ) 1
 AU2903  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 AU2903
 AU2903.Superseded values are not recommended for survey control.
 AU2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2903.See file dsdata.txt to determine how the superseded data were derived.
 AU2903
 AU2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4321808423(NAD 83)
 AU2903_MARKER: DS = TRIANGULATION STATION DISK
 AU2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2903_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2903
 AU2903  HISTORY     - Date     Condition        Report By
 AU2903  HISTORY     - 1972     MONUMENTED       NGS
 AU2903
 AU2903                          STATION DESCRIPTION
 AU2903
 AU2903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2903'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF LULING, 6-1/2 MILES
 AU2903'EAST-NORTHEAST OF KRAEMER, 6 MILES WEST-SOUTHWEST OF BOUTTE AND
 AU2903'2-1/2 MILES WEST OF PARADIS.  IT IS ON PROPERTY THAT IS OWNED BY THE
 AU2903'LOUISIANA LAND EXPLORATION AND IN THE PARADIS GAS AND OIL
 AU2903'FIELD.  THE STATION IS ON THE WEST SIDE OF CANAL AND ON TOP OF
 AU2903'LEVEE.  PERMISSION WAS GRANTED BY MR. N. GOUGLAS MAIER, POST OFFICE
 AU2903'BOX 231, HOUMA, LOUISIANA, 70360.  PHONE NUMBER 879-1517.
 AU2903'
 AU2903'TO REACH THE STATION FROM THE POST OFFICE IN BOUTTE, GO SOUTHEAST ON
 AU2903'STATE HIGHWAY 52 FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 90.
 AU2903'TURN RIGHT AND GO SOUTHWESTERLY ON U.S. HIGHWAY 90 FOR 3.65 MILES
 AU2903'TO A CROSSROAD AT THE SOUTHWEST SIDE OF PARADIS.  TURN RIGHT AND GO
 AU2903'NORTHWEST ON A BLACKTOP ROAD FOR 0.2 MILE TO THE END OF ROAD.
 AU2903'TURN LEFT AND GO SOUTHERLY ON BLACKTOP ROAD FOR 0.4 MILE TO A SIDE
 AU2903'ROAD RIGHT, TURN RIGHT CROSSING RAILROAD TRACKS, FOLLOW MAIN ROAD
 AU2903'NORTHWEST 1.4 MILES TO A FORK OF THE ROADS.  TAKE THE LEFT FORK AND
 AU2903'GO SOUTHWEST AND WEST FOLLOWING THE MAIN SHELLED ROAD FOR 0.95 MILE
 AU2903'TO A BRIDGE, CROSS OVER BRIDGE AND THROUGH LOCKED GATE AND THE
 AU2903'STATION ON THE RIGHT, NORTH SIDE OF ROAD AND ON TOP OF LEVEE.
 AU2903'
 AU2903'STATION MARKS ARE STANDARD DISKS STAMPED BRIDGES 1972.  THE SURFACE
 AU2903'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2903'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 40 FEET NORTHWEST OF
 AU2903'THE CENTER OF GATE, 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 AU2903'SHELL ROAD AND 22 FEET WEST OF THE WATER EDGE OF CANAL.  THE
 AU2903'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 AU2903'42 INCHES BELOW THE GROUND SURFACE.
 AU2903'
 AU2903'REFERENCE MARK 1, A STANDARD DISK STAMPED BRIDGES NO 1 1972, IS SET
 AU2903'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 AU2903'INCHES ABOVE THE GROUND SURFACE.  IT IS 10 FEET EAST OF THE
 AU2903'APPROXIMATE CENTER OF LEVEE AND 5 FEET WEST OF THE CANAL WATER
 AU2903'EDGE.
 AU2903'
 AU2903'REFERENCE MARK 2, A STANDARD DISK STAMPED BRIDGES NO 2 1972, IS SET
 AU2903'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 AU2903'INCHES BELOW GROUND SURFACE.  IT IS 107 FEET WEST OF THE CENTER OF
 AU2903'GATE, 30 FEET NORTH OF THE WATER EDGE OF CANAL AND 9 FEET SOUTH OF
 AU2903'THE APPROXIMATE CENTER OF SHELL ROAD.
 AU2903'
 AU2903'REFERENCE MARK 3, (AZIMUTH MARK) A STANDARD DISK STAMPED BRIDGES NO 3
 AU2903'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2903'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET EAST OF
 AU2903'THE WATER EDGE OF CANAL AND 9 FEET WEST OF TREE LINE.
 AU2903'
 AU2903'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0997 ***********************************************************************
 AT0997  DESIGNATION -  BRIG 1934
 AT0997  PID         -  AT0997
 AT0997  STATE/COUNTY-  LA/ST BERNARD
 AT0997  USGS QUAD   -  LAKE ELOI (1994)
 AT0997
 AT0997                         *CURRENT SURVEY CONTROL
 AT0997  ___________________________________________________________________
 AT0997* NAD 83(1992)-  29 50 33.13998(N)    089 28 51.62256(W)     ADJUSTED  
 AT0997* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0997  ___________________________________________________________________
 AT0997  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AT0997  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AT0997
 AT0997  HORZ ORDER  -  THIRD
 AT0997
 AT0997.The horizontal coordinates were established by classical geodetic methods
 AT0997.and adjusted by the National Geodetic Survey in May 1994..
 AT0997
 AT0997.The orthometric height was scaled from a topographic map.
 AT0997
 AT0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0997
 AT0997.The geoid height was determined by GEOID03.
 AT0997
 AT0997;                    North         East     Units Scale Factor Converg.
 AT0997;SPC LA S     -   150,259.627 1,178,985.217   MT  0.99992954   +0 55 34.3
 AT0997;SPC LA S     -   492,976.79  3,868,054.00   sFT  0.99992954   +0 55 34.3
 AT0997;UTM  16      - 3,303,921.135   260,297.741   MT  1.00030897   -1 14 06.7
 AT0997
 AT0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0997!SPC LA S     -   1.00000405  x   0.99992954  =   0.99993359
 AT0997!UTM  16      -   1.00000405  x   1.00030897  =   1.00031302
 AT0997
 AT0997                          SUPERSEDED SURVEY CONTROL
 AT0997
 AT0997  NAD 83(1992)-  29 50 33.14332(N)    089 28 51.62321(W) AD(       ) 3
 AT0997  NAD 83(1986)-  29 50 33.14933(N)    089 28 51.62311(W) AD(       ) 3
 AT0997  NAD 27      -  29 50 32.41000(N)    089 28 51.43000(W) AD(       ) 3
 AT0997
 AT0997.Superseded values are not recommended for survey control.
 AT0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0997.See file dsdata.txt to determine how the superseded data were derived.
 AT0997
 AT0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6029803921(NAD 83)
 AT0997_MARKER: DS = TRIANGULATION STATION DISK
 AT0997_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0997_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0997
 AT0997  HISTORY     - Date     Condition        Report By
 AT0997  HISTORY     - 1934     MONUMENTED       CGS
 AT0997  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT0997
 AT0997                          STATION DESCRIPTION
 AT0997
 AT0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0997'ON THE W SIDE OF BAYOU LA LOUTRE, 57 METERS N OF THE BAYOU, 3.4 MILES
 AT0997'N OF BAYOU PETRE,
 AT0997'AT THE POINT WHERE BAYOU LA LOUTRE LEADS TO A
 AT0997'PRIVATE CANAL, AND 11 METERS INSHORE
 AT0997'ON THE SPOIL BANK.
 AT0997'
 AT0997'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0997'OF THE TOP OF A
 AT0997'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0997'UPPER END OF A LONG WOODEN PILE
 AT0997'DRIVEN INTO THE MARSH.
 AT0997'
 AT0997'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF
 AT0997'CONCRETE.  BOTH
 AT0997'ARE ON THE SPOIL BANK, AND CAST AROUND CYPRESS
 AT0997'PILINGS.
 AT0997'
 AT0997'REFERENCE MARK NO. 1 IS 9.281 METERS W OF THE STATION.
 AT0997'
 AT0997'REFERENCE MARK NO. 2 IS 15.215 METERS N OF THE STATION.
 AT0997'
 AT0997'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 19.093
 AT0997'METERS.
 AT0997'
 AT0997'REACHED VIA BAYOU LA LOUTRE E OR W TO THE STATION.  A DRAFT OF 5 FEET
 AT0997'CAN BE CARRIED
 AT0997'DIRECT TO THE STATION UNDER ORDINARY CONDITIONS.
 AT0997
 AT0997                          STATION RECOVERY (1952)
 AT0997
 AT0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0997'NOT RECOVERED.  STATION IS BELIEVED TO BE BURIED UNDER SPOIL FROM
 AT0997'DREDGING OF BAYOU
 AT0997'LA LOUTRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0564 ***********************************************************************
 BK0564  DESIGNATION -  BRIST
 BK0564  PID         -  BK0564
 BK0564  STATE/COUNTY-  LA/ST LANDRY
 BK0564  USGS QUAD   -  MIRE (1983)
 BK0564
 BK0564                         *CURRENT SURVEY CONTROL
 BK0564  ___________________________________________________________________
 BK0564* NAD 83(1992)-  30 22 04.85754(N)    092 08 58.09330(W)     ADJUSTED  
 BK0564* NAVD 88     -        13.64   (+/-2cm)      44.8  **(feet)  VERTCON   
 BK0564  **This station is located in a subsidence area (see below).
 BK0564  ___________________________________________________________________
 BK0564  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK0564  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK0564
 BK0564  HORZ ORDER  -  SECOND
 BK0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0564
 BK0564.The horizontal coordinates were established by classical geodetic methods
 BK0564.and adjusted by the National Geodetic Survey in January 1993..
 BK0564
 BK0564 ** The orthometric height has not been validated since last determined
 BK0564 ** by differential leveling and should not be used for control purposes.
 BK0564 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0564 ** area with valid NAVD 88 orthometric heights.
 BK0564 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0564 ** epoch indicated which incorporates improved geoid heights for the
 BK0564 ** Southern Louisiana Subsidence area.
 BK0564 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0564.The vertical order pertains to the NGVD 29 superseded value.
 BK0564
 BK0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0564
 BK0564.The geoid height was determined by GEOID03.
 BK0564
 BK0564;                    North         East     Units Scale Factor Converg.
 BK0564;SPC LA S     -   207,339.646   921,551.032   MT  0.99994620   -0 24 29.1
 BK0564;SPC LA S     -   680,246.82  3,023,455.34   sFT  0.99994620   -0 24 29.1
 BK0564;UTM  15      - 3,359,872.337   581,728.730   MT  0.99968240   +0 25 48.0
 BK0564
 BK0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0564!SPC LA S     -   1.00000217  x   0.99994620  =   0.99994837
 BK0564!UTM  15      -   1.00000217  x   0.99968240  =   0.99968457
 BK0564
 BK0564|---------------------------------------------------------------------|
 BK0564| PID    Reference Object                     Distance      Geod. Az  |
 BK0564|                                                           dddmmss.s |
 BK0564| BK0565 BRIST RM 1                           21.265 METERS 04250     |
 BK0564| BK0563 BRIST AZ MK                                        3465149.4 |
 BK0564| BK0566 BRIST RM 2                           15.763 METERS 35057     |
 BK0564|---------------------------------------------------------------------|
 BK0564
 BK0564                          SUPERSEDED SURVEY CONTROL
 BK0564
 BK0564  NAD 83(1986)-  30 22 04.87759(N)    092 08 58.08759(W) AD(       ) 2
 BK0564  NAD 27      -  30 22 04.15689(N)    092 08 57.64081(W) AD(       ) 2
 BK0564  NGVD 29 (??/??/??)   13.612  (m)           44.66   (f) ADJUSTED    2 0
 BK0564
 BK0564.Superseded values are not recommended for survey control.
 BK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0564.See file dsdata.txt to determine how the superseded data were derived.
 BK0564
 BK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8172959872(NAD 83)
 BK0564_MARKER: DS = TRIANGULATION STATION DISK
 BK0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0564_STAMPING: BRIST - 1969
 BK0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0564+STABILITY: SURFACE MOTION
 BK0564
 BK0564  HISTORY     - Date     Condition        Report By
 BK0564  HISTORY     - 1969     MONUMENTED       LADH
 BK0564  HISTORY     - 1973     GOOD             LADH
 BK0564  HISTORY     - 1973     GOOD             LADTD
 BK0564
 BK0564                          STATION DESCRIPTION
 BK0564
 BK0564'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK0564'THE STATION IS LOCATED 9.5 MILES NORTH OF SCOTT AND 6.0 MILES WEST OF
 BK0564'SUNSET, ON PROPERTY OWNED BY MR. BRISTER.  IT IS 55.0 FEET SOUTHWEST
 BK0564'OF THE SOUTHWEST CORNER OF A BARN, 51.70 FEET SOUTH OF A POWER
 BK0564'POLE, 65.50 FEET NORTH OF THE NORTHWEST CORNER OF AN ABANDONED
 BK0564'HOUSE, AND 1.90 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT
 BK0564'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BK0564'SURVEY DISK, STAMPED BRIST 1969 PROJECTING 2 INCHES.
 BK0564'
 BK0564'REFERENCE MARK NO. 1 IS 69.77 FEET NORTHEAST OF THE STATION.  IT IS
 BK0564'5.30 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 52.50 FEET EAST
 BK0564'OF A POWER POLE AND 71.50 FEET NORTH-NORTHEAST OF THE WITNESS POST
 BK0564'AT THE STATION.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK0564'COAST AND GEODETIC SURVEY DISK, STAMPED R. M. NO. 1 BRIST 1969,
 BK0564'PROJECTING 2 INCHES.
 BK0564'
 BK0564'REFERENCE MARK NO. 2 IS 51.72 FEET NORTH OF THE STATION.  IT IS 2.50
 BK0564'FEET WEST OF A POWER POLE, 60.20 FEET NORTHWEST OF THE SOUTHWEST
 BK0564'CORNER OF A BARN, 122.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 BK0564'HOUSE, AND 53.30 FEET NORTH OF WITNESS POST AT THE STATION.  MARK
 BK0564'IS SET NEXT TO THE FIFTH POWER POLE FROM THE HIGHWAY.  IT IS A
 BK0564'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK
 BK0564'STAMPED R. M. NO. 2 BRIST 1969, PROJECTING 2 INCHES.
 BK0564'
 BK0564'THE AZIMUTH MARK IS 0.30 MILE WEST OF THE STATION.  IT IS 1.50 FEET
 BK0564'EAST OF A METAL WITNESS POST AND SIGN, 6.00 FEET NORTHEAST OF A
 BK0564'FENCE CORNER, 17.0 FEET EAST OF THE CENTER OF A DRIVE LEADING EAST
 BK0564'TO THE STATION, 37.50 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK0564'356, AND 12.50 FEET WEST OF THE CENTER OF A FIELD ROAD.  IT IS A
 BK0564'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BK0564'DISK STAMPED AZ. MK. BRIST 1969, PROJECTING 3 INCHES.
 BK0564'
 BK0564'TO REACH THE AZIMUTH MARK FROM STATION DRIVE NORTH ALONG THE FIELD
 BK0564'ROAD FOR 0.30 MILE TO THE STATION SET ON THE LEFT.
 BK0564'
 BK0564'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 BK0564'AND STATE HIGHWAY 93 IN SCOTT FOLLOW STATE HIGHWAY 93 NORTH FOR 9.5
 BK0564'MILES TO INTERSECTION WITH STATE HIGHWAY 356, THEN DRIVE WEST ALONG
 BK0564'STATE HIGHWAY 356 FOR 2.8 MILES TO A FIELD ROAD LEADING SOUTH,
 BK0564'THEN DRIVE SOUTH ON A FIELD ROAD FOR 0.30 MILE TO THE STATION SET
 BK0564'NEAR A BARN.
 BK0564
 BK0564                          STATION RECOVERY (1973)
 BK0564
 BK0564'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973 (DEW)
 BK0564'STATION WAS RECOVERED AS DESCRIBED.
 BK0564
 BK0564                          STATION RECOVERY (1973)
 BK0564
 BK0564'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0564'0.80 MI NW FROM BRISTOL.
 BK0564'FROM THE ELEMENTARY SCHOOL IN BRISTOL, THENCE ABOUT 0.80 MILES
 BK0564'NORTHWEST ALONG LOUISIANA HIGHWAY 356, TO A FIELD ROAD LEADING SOUTH,
 BK0564'THENCE ABOUT 0.30 MILES SOUTH ALONG A FIELD ROAD, 66 FEET NORTH OF THE
 BK0564'NORTHWEST CORNER OF AN ABANDONED HOUSE, 52 FEET SOUTH OF A POWER POLE,
 BK0564'55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN.  THIS STATION IS
 BK0564'LOCATED 9.5 MILES NORTH OF SCOTT AND 6.0 MILES WEST OF SUNSET ON
 BK0564'PROPERTY OWNED BY MR. BRISTER.  TO REACH THIS MARKER FROM THE
 BK0564'INTERSECTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 93 IN SCOTT.
 BK0564'FOLLOW STATE HIGHWAY 93 NORTH FOR 9.5 MILES TO INTERSECTION WITH STATE
 BK0564'HIGHWAY 356, THENCE 2.8 MILES WEST TO A FIELD ROAD LEADING SOUTH, 1.90
 BK0564'FEET NORTH OF A STEEL WITNESS POST.  DISK ON TOP OF A CONCRETE POST
 BK0564'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4489 ***********************************************************************
 BJ4489  DESIGNATION -  BRITTANY BELL TEL MICROWAVE
 BJ4489  PID         -  BJ4489
 BJ4489  STATE/COUNTY-  LA/ASCENSION
 BJ4489  USGS QUAD   -  GONZALES (1991)
 BJ4489
 BJ4489                         *CURRENT SURVEY CONTROL
 BJ4489  ___________________________________________________________________
 BJ4489* NAD 83(1992)-  30 12 37.99138(N)    090 53 13.78176(W)     ADJUSTED  
 BJ4489* NAVD 88     -                                                        
 BJ4489  **This station is located in a subsidence area (see below).
 BJ4489  ___________________________________________________________________
 BJ4489  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4489  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BJ4489
 BJ4489  HORZ ORDER  -  THIRD
 BJ4489
 BJ4489.The horizontal coordinates were established by classical geodetic methods
 BJ4489.and adjusted by the National Geodetic Survey in January 1993..
 BJ4489
 BJ4489 ** The orthometric height has not been validated since last determined
 BJ4489 ** by differential leveling and should not be used for control purposes.
 BJ4489 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4489 ** area with valid NAVD 88 orthometric heights.
 BJ4489 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4489 ** epoch indicated which incorporates improved geoid heights for the
 BJ4489 ** Southern Louisiana Subsidence area.
 BJ4489 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4489
 BJ4489.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4489
 BJ4489.The geoid height was determined by GEOID03.
 BJ4489
 BJ4489;                    North         East     Units Scale Factor Converg.
 BJ4489;SPC LA S     -   189,689.065 1,042,955.271   MT  0.99993241   +0 13 23.1
 BJ4489;SPC LA S     -   622,338.21  3,421,762.42   sFT  0.99993241   +0 13 23.1
 BJ4489;UTM  15      - 3,344,004.047   703,369.743   MT  1.00011028   +1 03 48.6
 BJ4489
 BJ4489                          SUPERSEDED SURVEY CONTROL
 BJ4489
 BJ4489  NAD 83(1986)-  30 12 38.00873(N)    090 53 13.78166(W) AD(       ) 4
 BJ4489  NAD 27      -  30 12 37.29994(N)    090 53 13.43126(W) AD(       ) 3
 BJ4489
 BJ4489.Superseded values are not recommended for survey control.
 BJ4489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4489.See file dsdata.txt to determine how the superseded data were derived.
 BJ4489
 BJ4489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0337044004(NAD 83)
 BJ4489_MARKER: 45 = MICROWAVE TOWER
 BJ4489
 BJ4489  HISTORY     - Date     Condition        Report By
 BJ4489  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4489
 BJ4489                          STATION DESCRIPTION
 BJ4489
 BJ4489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4489'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SORRENTO, AMERICAN
 BJ4489'TELEPHONE AND TELEGRAPH MICROWAVE KKN 29, LOCATED 3.5 MILES SOUTH OF
 BJ4489'GONZALES, 2.5 MILES NORTHWEST OF SORRENTO, 0.5 MILE WEST OF
 BJ4489'BRITTANY AND ON THE WEST SIDE OF U.S. HIGHWAY 61.  IT IS A
 BJ4489'4-LEGGED STRUCTURAL STEEL TOWER, RED AND WHITE IN ALTERNATE
 BJ4489'SECTIONS, 330 FEET IN HEIGHT AND HAS 4 FAN SHAPED ANTENNAS AT THE
 BJ4489'CORNERS NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0681 ***********************************************************************
 CQ0681  DESIGNATION -  BROOKS
 CQ0681  PID         -  CQ0681
 CQ0681  STATE/COUNTY-  LA/OUACHITA
 CQ0681  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0681
 CQ0681                         *CURRENT SURVEY CONTROL
 CQ0681  ___________________________________________________________________
 CQ0681* NAD 83(1992)-  32 25 09.88691(N)    092 07 01.58120(W)     ADJUSTED  
 CQ0681* NAVD 88     -        22.91   (+/-2cm)      75.2    (feet)  VERTCON   
 CQ0681  ___________________________________________________________________
 CQ0681  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CQ0681  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0681
 CQ0681  HORZ ORDER  -  FIRST
 CQ0681  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0681
 CQ0681.The horizontal coordinates were established by classical geodetic methods
 CQ0681.and adjusted by the National Geodetic Survey in January 1993..
 CQ0681
 CQ0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0681.The vertical order pertains to the NGVD 29 superseded value.
 CQ0681
 CQ0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0681
 CQ0681.The geoid height was determined by GEOID03.
 CQ0681
 CQ0681;                    North         East     Units Scale Factor Converg.
 CQ0681;SPC LA N     -   212,881.702 1,036,013.432   MT  0.99995296   +0 12 08.8
 CQ0681;SPC LA N     -   698,429.38  3,398,987.40   sFT  0.99995296   +0 12 08.8
 CQ0681;UTM  15      - 3,587,268.917   583,013.627   MT  0.99968498   +0 28 24.1
 CQ0681
 CQ0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0681!SPC LA N     -   1.00000047  x   0.99995296  =   0.99995343
 CQ0681!UTM  15      -   1.00000047  x   0.99968498  =   0.99968545
 CQ0681
 CQ0681|---------------------------------------------------------------------|
 CQ0681| PID    Reference Object                     Distance      Geod. Az  |
 CQ0681|                                                           dddmmss.s |
 CQ0681| CQ0679 BROOKS RM 3                          34.046 METERS 01711     |
 CQ0681| CY3892 BROOKS RM 1                                        08108     |
 CQ0681| CQ0680 BROOKS RM 4                          28.365 METERS 14003     |
 CQ0681| CY3893 BROOKS RM 2                          44.530 METERS 17824     |
 CQ0681| CQ2728 BROOKS 2                            204.322 METERS 29720     |
 CQ0681| CQ2747 WEST MONROE B P M CO SW STACK       APPROX. 7.9 KM 3342503.8 |
 CQ0681| CQ2748 WEST MONROE B P M CO NE STACK       APPROX. 7.9 KM 3343036.0 |
 CQ0681| CQ2751 MONROE B P M CO WATER TANK          APPROX. 7.8 KM 3365627.4 |
 CQ0681| CQ2665 WEST MONROE MUNICIPAL TANK          APPROX. 9.3 KM 3555654.5 |
 CQ0681| CQ2660 MONROE QUACHITA NAT BANK VANE       APPROX. 9.1 KM 3595107.8 |
 CQ0681|---------------------------------------------------------------------|
 CQ0681
 CQ0681                          SUPERSEDED SURVEY CONTROL
 CQ0681
 CQ0681  NAD 83(1986)-  32 25 09.90063(N)    092 07 01.57394(W) AD(       ) 1
 CQ0681  NAD 27      -  32 25 09.37122(N)    092 07 01.08685(W) AD(       ) 1
 CQ0681  NGVD 29 (??/??/??)   22.952  (m)           75.30   (f) ADJUSTED    1 2
 CQ0681
 CQ0681.Superseded values are not recommended for survey control.
 CQ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0681.See file dsdata.txt to determine how the superseded data were derived.
 CQ0681
 CQ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8301487269(NAD 83)
 CQ0681_MARKER: DS = TRIANGULATION STATION DISK
 CQ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0681_STAMPING: BROOKS 1931
 CQ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0681+STABILITY: SURFACE MOTION
 CQ0681
 CQ0681  HISTORY     - Date     Condition        Report By
 CQ0681  HISTORY     - 1931     MONUMENTED       CGS
 CQ0681  HISTORY     - 1935     GOOD             LAGS
 CQ0681  HISTORY     - 1937     GOOD             LAGS
 CQ0681  HISTORY     - 1955     GOOD             CGS
 CQ0681  HISTORY     - 1966     GOOD             CGS
 CQ0681  HISTORY     - 1966     GOOD             CGS
 CQ0681  HISTORY     - 1966     GOOD             CGS
 CQ0681  HISTORY     - 1971     GOOD             NGS
 CQ0681
 CQ0681                          STATION DESCRIPTION
 CQ0681
 CQ0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ0681'STATION IS ABOUT 6 MILES S OF DOWNTOWN MONROE, ON THE BROOKS
 CQ0681'PLANTATION, ON THE LEFT BANK OF THE OUACHITA RIVER, 0.2 MILE
 CQ0681'W OF U.S. HIGHWAY 165, 125 METERS (410 FEET) E OF PLANTATION
 CQ0681'HOUSE, 50 METERS (164 FEET) N OF DIRT ROAD RUNNING E-W ALONG
 CQ0681'N SIDE OF RIVER, 42.3 METERS (139 FEET) NW OF NW CORNER OF SE
 CQ0681'TENANT HOUSE, AND 36.9 METERS (121 FEET) SW OF SW CORNER OF N
 CQ0681'TENANT HOUSE, IN A GROVE OF TALL PECAN TREES.
 CQ0681'
 CQ0681'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ0681'DISKS SET IN CONCRETE.
 CQ0681'
 CQ0681'REFERENCE MARK NO. 1 IS 0.3 METER (1 FOOT) N OF FENCE WHICH IS
 CQ0681'8 METERS (26 FEET) N OF THE ROAD, OPPOSITE AN OLD BARN TO S,
 CQ0681'AND 150 METERS (492 FEET) FROM STATION N 98 DEG 53 MIN E.
 CQ0681'
 CQ0681'REFERENCE MARK NO. 2 IS 0.5 METER (1.6 FEET) N OF THE FENCE,
 CQ0681'8 METERS (26 FEET) N OF THE ROAD, ABOUT 30 METERS (98 FEET)
 CQ0681'W OF TENANT HOUSE, AND 44.53 METERS (146.1 FEET) FROM THE STATION
 CQ0681'S 1 DEG 36 MIN E.
 CQ0681
 CQ0681                          STATION RECOVERY (1935)
 CQ0681
 CQ0681'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ0681'DESCRIPTION OF STATION GOOD WITH THE EXCEPTION THAT REFERENCE
 CQ0681'MARK NO. 2 HAS BEEN DESTROYED BY THE CONSTRUCTION OF A LEVEE
 CQ0681'ALONG THE LEFT BANK OF THE OUACHITA RIVER.
 CQ0681
 CQ0681                          STATION RECOVERY (1937)
 CQ0681
 CQ0681'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 CQ0681'STATION WAS RECOVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION
 CQ0681'WAS CHECKED AND FOUND TO BE ADEQUATE.  REFERENCE MARK NO. 2
 CQ0681'HAS BEEN DESTROYED BY LEVEE CONSTRUCTION.  U.S. HIGHWAY 165
 CQ0681'HAS BEEN CHANGED SINCE STATION WAS ESTABLISHED.  STATION IS
 CQ0681'APPROXIMATELY 20 (MILES W FO THE OLD GRAVEL U.S. HIGHWAY
 CQ0681'165 AND APPROXIMATELY 1 MILE W OF NEW PAVED HIGHWAY.
 CQ0681
 CQ0681                          STATION RECOVERY (1955)
 CQ0681
 CQ0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 CQ0681'STATION FOUND IN GOOD CONDITION.  R.M. 1 WAS NOT FOUND.  THE AREA
 CQ0681'HAS BEEN CULTIVATED AND THE MARK PROBABLY UPROOTED.  R.M. 2 WAS
 CQ0681'PREVIOUSLY DECLARED DESTROYED AND DISK SENT TO OFFICE.  FOR
 CQ0681'PRESENT DAY RECOVERY THE DESCRIPTION SHOULD READ AS FOLLOWS--
 CQ0681'
 CQ0681'LOCATED ABOUT 6 MILES SOUTH OF MONROE, LOUISIANA AND 1 MILE
 CQ0681'WEST OF U.S. HWY 165, ON BROOKS PLANTATION, ON THE NORTH BANK
 CQ0681'OF THE OUACHITA RIVER IN A GROVE OF TALL PECAN TREES, 347 FT
 CQ0681'E OF E END OF THE PLANTATION HOUSE, 459 FT S OF A DIRT ROAD, 169
 CQ0681'FT N OF THE CENTER OF A CATTLE GUARD ON TOP OF LEVEE, AND 300 FT
 CQ0681'SW OF SW CORNER OF A 2-STORY BARN.
 CQ0681'
 CQ0681'TO REACH FROM THE CITY LIMITS SIGN ON U.S. HWY 165 ON THE SOUTH
 CQ0681'SIDE OF MONROE LOUISIANA GO SOUTH ON HWY 165 FOR 2.9 MI TO LEVEE
 CQ0681'AND SIDE ROAD ON RIGHT.  TURN RIGHT AND GO ALONG ROAD ON NORTH
 CQ0681'SIDE OF LEVEE FOR 0.8 MI TO T-ROAD LEFT.  TURN LEFT AND GO 0.3 MI.
 CQ0681'TO PLANTATION HOUSE AND TALL PECAN GROVE ON LEFT.
 CQ0681'
 CQ0681'STATION MARK IS A STANDARD DISK, STAMPED BROOKS 1931, SET IN THE
 CQ0681'TOP OF A CONCRETE MONUMENT FLUSH WITH SURFACE OF GROUND.
 CQ0681
 CQ0681                          STATION RECOVERY (1966)
 CQ0681
 CQ0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 CQ0681'THE STATION MARK, STAMPED BROOKS 1931, IS ABOUT 0.6 MILE WEST
 CQ0681'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT MONROE,
 CQ0681'THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET, THENCE 2.3
 CQ0681'MILES SOUTH ALONG U.S. HIGHWAY 165, THENCE 0.7 MILE NORTHWEST
 CQ0681'ALONG BUCKHORN BEND ROAD, THENCE 0.25 MILE WEST ALONG BUCKHORN
 CQ0681'LOOP ROAD, IN SECTION 36, T 17 N, R 3 E, ON PROPERTY BELONGING
 CQ0681'TO MR. JOHN Q. WHITLOCK, JR., IN A LARGE PECAN GROVE, 456
 CQ0681'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 265 FEET SOUTH OF
 CQ0681'THE SOUTH EDGE OF A BRICK HOUSE, 165 FEET NORTH OF THE CENTER
 CQ0681'LINE OF A LEVEE, 50 FEET WEST OF A FENCE, AND SET IN THE TOP OF
 CQ0681'A CONCRETE POST PROJECTING 1 INCH.
 CQ0681'
 CQ0681'R.M. 1 AND R.M. 2 WERE SEARCHED FOR BUT NOT RECOVERED.
 CQ0681'
 CQ0681'R.M. 3, STAMPED BROOKS NO 3 1931 1966, IS 111.7 FEET NORTH-NORTHEAST
 CQ0681'OF THE STATION MARK, 167-1/2 FEET SOUTH-SOUTHEAST OF THE
 CQ0681'SOUTHEAST CORNER OF A HOUSE BELONGING TO MR. JOHN Q. WHITLOCK,
 CQ0681'JR., 260 FEET NORTH OF THE CENTER LINE OF A LEVEE, 1 FOOT WEST
 CQ0681'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CQ0681'GROUND.
 CQ0681'
 CQ0681'R.M. 4, STAMPED BROOKS NO 4 1931 1966, IS 93.1 FEET SOUTHEAST OF
 CQ0681'THE STATION MARK, 82 FEET NORTH OF THE CENTER LINE OF THE LEVEE, 1
 CQ0681'FOOT WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 CQ0681'WITH THE GROUND.
 CQ0681'
 CQ0681'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 CQ0681'
 CQ0681'BENCH MARK D 1756 (LA. GEOD. S.) COULD BE USED FOR THE AZIMUTH
 CQ0681'FOR THIS TRIANGULATION STATION.  GENERAL DESCRIPTION FOLLOWS--
 CQ0681'
 CQ0681'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ0681'THE STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH
 CQ0681'GRAND STREET, THENCE 2.3 MILES SOUTH ALONG U.S. HIGHWAY 165,
 CQ0681'THENCE 0.7 MILE NORTHWEST ALONG BUCKHORN BEND ROAD, IN SECTION 26,
 CQ0681'T 17 N, R 3 E, AT THE JUNCTION OF THE ROAD AND BUCKHORN LOOP
 CQ0681'ROAD, 26 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 CQ0681'24 FEET NORTH OF THE EXTENDED CENTER LINE OF THE BUCKHORN LOOP
 CQ0681'ROAD LEADING WEST, 18 FEET SOUTH OF A TELEPHONE POLE BRACED BY
 CQ0681'2 GUY WIRES, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT
 CQ0681'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CQ0681'PROJECTING 4 INCHES.
 CQ0681
 CQ0681                          STATION RECOVERY (1966)
 CQ0681
 CQ0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ0681'THE STATION WAS VISITED 8-4-66 AND THE STATION WAS FOUND IN
 CQ0681'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND AND REFERENCE
 CQ0681'MARK NO. 2 WAS REPORTED DESTROYED IN 1937.  REFERENCE MARKS
 CQ0681'NO. 3 AND NO. 4 WHICH WERE SET BY THE LEVEL UNIT WERE MEASURED
 CQ0681'TO AND THE ANGLE DETERMINED BETWEEN THE TWO MARKS AT THIS DATE.
 CQ0681'NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 CQ0681'FOLLOWS--
 CQ0681'
 CQ0681'THE STATION IS LOCATED ABOUT 0.5 MILES SOUTH OF MONROE, ABOUT
 CQ0681'1.0 MILE WEST OF AN OVERPASS ON U.S. HIGHWAY 165, 0.1 MILE S.
 CQ0681'OF THE BUCKHORN LOOP ROAD AND 0.25 MILE W. OF THE BUCKHON BEND
 CQ0681'ROAD, ON PROPERTY OWNED BY MR. JOHN Q. WHITLOCK, IN A LARGE
 CQ0681'PECAN ORCHARD BETWEEN THE LEVEE AND HIS HOUSE.  IT IS 456 FEET
 CQ0681'S OF THE CENTER OF BUCKHORN LOOP ROAD, 265 FEET S. OF THE S.
 CQ0681'WALL OF THE WHITLOCK HOUSE, 165 FEET NORTH OF THE TOP OF THE
 CQ0681'LEVEE, 50 FEET SW OF THE N-S FENCE LINE, 57 FEET SSW OF A
 CQ0681'4-FOOT PECAN TREE IN A N-S FENCE LINE, 43 FEET SW OF A 4-FOOT
 CQ0681'PECAN TREE IN FENCE LINE, 66 FEET NW OF A 4-FOOT PECAN TREE
 CQ0681'IN FENCE LINE AND BETWEEN THE 3RD AND 4TH ROW OF EAST-WEST
 CQ0681'TREES NORTH OF THE LEVEE.  IT IS A STANDARD DISK STAMPED
 CQ0681'BROOKS 1931, PROJECTING 1 INCH.
 CQ0681'
 CQ0681'REFERENCE MARK NO. 3 IS 111.68 FEET NE OF THE STATION, 167 FEET
 CQ0681'SSE OF THE SE CORNER OF WHITLOCKS BRICK HOUSE, 262 FEET N. OF THE
 CQ0681'CENTER OF TOP OF LEVEE, 53 FEET E. OF A LARGE PECAN TREE, 62
 CQ0681'FEET N. OF THE 4-FOOT PECAN TREE, 1 FOOT W. OF A FENCE LINE AND
 CQ0681'1 FOOT S. OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 CQ0681'STAMPED BROOKS NO 3 1931 1966, FLUSH WITH THE GROUND.
 CQ0681'
 CQ0681'REFERENCE MARK NO. 4 IS 93.03 FEET SE OF THE STATION, 82 FEET
 CQ0681'N. OF THE TOP OF THE LEVEE, 13 FEET N. OF A 4-FOOT PECAN TREE,
 CQ0681'29 FEET S. OF A 4-FOOT PECAN TREE, 1 FOOT WEST OF A FENCE LINE AND
 CQ0681'1 FOOT W. OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 CQ0681'STAMPED BROOKS NO 4 1931 1966, FLUSH WITH THE GROUND.
 CQ0681'
 CQ0681'TO REACH THE STATION FROM THE INTERSECTION OF I-20 INTERSTATE AND
 CQ0681'U.S. HIGHWAY 165 IN MONROE, GO SOUTH ON U.S. HIGHWAY 165 FOR
 CQ0681'5.65 MILES TO BUCKHORN BEND ROAD AT THE CLOVERLEAF AND OVERPASS
 CQ0681'ON U.S. HIGHWAY 165, TURN RIGHT AND GO NORTHWEST ALONG THE
 CQ0681'NORTH SIDE OF THE LEVEE FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN
 CQ0681'LEFT AND GO WEST ON BUCKHORN LOOP ROAD FOR 0.25 MILE TO THE
 CQ0681'MR. J.Q. WHITLOCK HOUSE AND DRIVEWAY ON THE LEFT, TURN LEFT
 CQ0681'INTO DRIVEWAY ALONG THE WEST SIDE OF THE HOUSE AND GO INTO THE
 CQ0681'PECAN ORCHARD FOR 0.1 MILE TO THE MARK.
 CQ0681'
 CQ0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 CQ0681'S. OF MONROE
 CQ0681
 CQ0681                          STATION RECOVERY (1966)
 CQ0681
 CQ0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CQ0681'7.95 MI SW FROM MONROE.
 CQ0681'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0681'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0681'THENCE 2.3 MILES SOUTH ALONG U.S. HIGHWAY 165, THENCE 0.7 MILE
 CQ0681'NORTHWEST ALONG BUCKHORN BEND ROAD, THENCE 0.25 MILE WEST ALONG
 CQ0681'BUCKHORN LOOP ROAD, IN SECTION 36, T 17 N, R 3 E, ON PROPERTY
 CQ0681'BELONGING TO MR. JOHN Q. WHITLOCK, JR. IN A LARGE PECAN GROVE, 456
 CQ0681'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 265 FEET SOUTH OF THE SOUTH
 CQ0681'EDGE OF A BRICK HOUSE, 165 FEET NORTH OF THE CENTER LINE OF A LEVEE,
 CQ0681'50 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CQ0681'PROJECTING 1 INCH.
 CQ0681
 CQ0681                          STATION RECOVERY (1971)
 CQ0681
 CQ0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ0681'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES ON LINE.
 CQ0681'
 CQ0681'THE STATION WAS RECOVERED, AS PREVIOUSLY DESCRIBED, AND ALL
 CQ0681'MARKS WERE FOUND TO BE IN GOOD CONDITION AS DESCRIBED, WITH THE
 CQ0681'FOLLOWING EXCEPTIONS.  THE DISTANCE TO REFERENCE MARK 3 WAS FOUND
 CQ0681'TO BE IN ERROR BY 0.006 METERS, REFERENCE MARK 4 WAS FOUND TO BE
 CQ0681'IN ERROR BY 0.010 METERS.  THE DIRECTION BETWEEN THE REFERENCE
 CQ0681'MARKS CHECKED THE 1966 OBSERVATIONS.
 CQ0681'
 CQ0681'DUE TO A PECAN GROVE AROUND BROOKS 1931 A NEW BROOKS 2 WAS
 CQ0681'ESTABLISHED AT THIS DATE AND ALL HORIZONTAL DIRECTION OBSERVED.
 CQ0681'
 CQ0681'THE 1966 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 CQ0681'
 CQ0681'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR BROOKS 2 1970.
 CQ0681'
 CQ0681'HEIGHT OF LIGHT ABOVE STATION MARK 128.3 FEET.
 CQ0681'
 CQ0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ0681'6.0 MILES SOUTH OF MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2728 ***********************************************************************
 CQ2728  DESIGNATION -  BROOKS 2
 CQ2728  PID         -  CQ2728
 CQ2728  STATE/COUNTY-  LA/OUACHITA
 CQ2728  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2728
 CQ2728                         *CURRENT SURVEY CONTROL
 CQ2728  ___________________________________________________________________
 CQ2728* NAD 83(1992)-  32 25 12.93175(N)    092 07 08.52867(W)     ADJUSTED  
 CQ2728* NAVD 88     -        22.70   (+/-2cm)      74.5    (feet)  VERTCON   
 CQ2728  ___________________________________________________________________
 CQ2728  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CQ2728  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2728
 CQ2728  HORZ ORDER  -  FIRST
 CQ2728  VERT ORDER  -  THIRD ? (See Below)
 CQ2728
 CQ2728.The horizontal coordinates were established by classical geodetic methods
 CQ2728.and adjusted by the National Geodetic Survey in January 1993..
 CQ2728
 CQ2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2728.The vertical order pertains to the NGVD 29 superseded value.
 CQ2728
 CQ2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2728
 CQ2728.The geoid height was determined by GEOID03.
 CQ2728
 CQ2728;                    North         East     Units Scale Factor Converg.
 CQ2728;SPC LA N     -   212,974.850 1,035,831.589   MT  0.99995309   +0 12 05.1
 CQ2728;SPC LA N     -   698,734.99  3,398,390.80   sFT  0.99995309   +0 12 05.1
 CQ2728;UTM  15      - 3,587,361.180   582,831.395   MT  0.99968461   +0 28 20.4
 CQ2728
 CQ2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2728!SPC LA N     -   1.00000051  x   0.99995309  =   0.99995360
 CQ2728!UTM  15      -   1.00000051  x   0.99968461  =   0.99968512
 CQ2728
 CQ2728|---------------------------------------------------------------------|
 CQ2728| PID    Reference Object                     Distance      Geod. Az  |
 CQ2728|                                                           dddmmss.s |
 CQ2728| CY3895 BROOKS 2 RM 5                        38.066 METERS 09916     |
 CQ2728| CQ0681 BROOKS                              204.322 METERS 11720     |
 CQ2728| CY3896 BROOKS 2 RM 6                        50.822 METERS 22627     |
 CQ2728| CY3894 BROOKS 2 AZ MK                                     2471103.9 |
 CQ2728|---------------------------------------------------------------------|
 CQ2728
 CQ2728                          SUPERSEDED SURVEY CONTROL
 CQ2728
 CQ2728  NAD 83(1986)-  32 25 12.94542(N)    092 07 08.52130(W) AD(       ) 1
 CQ2728  NAD 27      -  32 25 12.41606(N)    092 07 08.03416(W) AD(       ) 1
 CQ2728  NGVD 29 (07/19/86)   22.74   (m)           74.6    (f) LEVELING    3  
 CQ2728
 CQ2728.Superseded values are not recommended for survey control.
 CQ2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2728.See file dsdata.txt to determine how the superseded data were derived.
 CQ2728
 CQ2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8283187361(NAD 83)
 CQ2728_MARKER: DS = TRIANGULATION STATION DISK
 CQ2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2728
 CQ2728  HISTORY     - Date     Condition        Report By
 CQ2728  HISTORY     - 1971     MONUMENTED       NGS
 CQ2728
 CQ2728                          STATION DESCRIPTION
 CQ2728
 CQ2728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2728'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH IN FENCELINE.
 CQ2728'
 CQ2728'THE STATION IS ABOUT 6 MILES SOUTH OF MONROE AND ON LAND OWNED
 CQ2728'BY MR. M.G. MC MULLEN, ROUTE 1, BOX 277, MONROE, LOUISIANA, 71201.
 CQ2728'
 CQ2728'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND
 CQ2728'U.S. HIGHWAY 165 BY-PASS IN THE EAST EDGE OF MONROE, GO SOUTH ON
 CQ2728'U.S. HIGHWAY 165 BY-PASS FOR 6.5 MILES TO THE BUCKHORN BEND ROAD
 CQ2728'AND A OVERPASS.  TURN RIGHT AND GO NORTHWEST ON BUCKHORN BEND
 CQ2728'ROAD FOR 0.9 MILE TO BUCKHORN LOOP ROAD.  TURN LEFT AND GO WEST
 CQ2728'ON BUCKHORN LOOP ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 CQ2728'
 CQ2728'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON BUCKHORN
 CQ2728'LOOP ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 CQ2728'
 CQ2728'STATION MARKS ARE STANDARD DISKS STAMPED BROOKS 2 1970.  THE
 CQ2728'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2728'MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 60
 CQ2728'FEET WEST OF A FENCE CORNER, 44 FEET NORTHWEST OF THE CENTERLINE
 CQ2728'OF BUCKHORN LOOP ROAD, 44 FEET WEST-SOUTHWEST OF A NORTH-SOUTH
 CQ2728'FENCELINE AND 18 FEET NORTHWEST OF A EAST-WEST FENCELINE.  THE
 CQ2728'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2728'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2728'
 CQ2728'REFERENCE MARK 5, A STANDARD DISK STAMPED BROOKS 2 NO 5 1970,
 CQ2728'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2728'IS FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET WEST-SOUTHWEST
 CQ2728'OF A POWERLINE POLE, 19 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ2728'BUCKHORN LOOP ROAD AND 1 FOOT NORTHWEST OF A FENCE.
 CQ2728'
 CQ2728'REFERENCE MARK 6, A STANDARD DISK STAMPED BROOKS 2 NO 6 1970,
 CQ2728'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2728'IS FLUSH WITH THE GROUND SURFACE.  IT IS 70.4 FEET EAST-NORTHEAST
 CQ2728'OF A FENCE CORNER, 21 FEET SOUTHEAST OF THE CENTERLINE OF BUCKHORN
 CQ2728'LOOP ROAD AND 1 FOOT NORTHWEST OF A FENCE.
 CQ2728'
 CQ2728'THE AZIMUTH MARK, A STANDARD DISK STAMPED BROOKS 2 1970, IS SET
 CQ2728'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ2728'1 INCH ABOVE THE GROUND SURFACE.  IT IS 33 FEET NORTHEAST OF THE
 CQ2728'CENTER OF A GRAVELED ROAD, 24 FEET SOUTHEAST OF THE CENTERLINE
 CQ2728'OF BUCKHORN LOOP ROAD, 6 FEET NORTHEAST OF A METAL WITNESS POST
 CQ2728'AND 2 FEET NORTHEAST OF A POWERLINE POLE.
 CQ2728'
 CQ2728'TRIANGULATION STATION BROOKS 1931 ARE STANDARD DISKS STAMPED
 CQ2728'BROOKS 1931.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CQ2728'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 CQ2728'IS 166 FEET NORTHWEST OF THE CENTER OF THE TOP OF A LEVEE, 58
 CQ2728'FEET SOUTHWEST OF A 40-INCH PECAN TREE AND 52 FEET WEST-SOUTHWEST
 CQ2728'OF A FENCE.
 CQ2728'
 CQ2728'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2728'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2728'
 CQ2728'HEIGHT OF LIGHT ABOVE STATION MARK 39.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0679 ***********************************************************************
 CQ0679  DESIGNATION -  BROOKS RM 3
 CQ0679  PID         -  CQ0679
 CQ0679  STATE/COUNTY-  LA/OUACHITA
 CQ0679  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0679
 CQ0679                         *CURRENT SURVEY CONTROL
 CQ0679  ___________________________________________________________________
 CQ0679* NAD 83(1986)-  32 25 10.     (N)    092 07 01.     (W)     SCALED    
 CQ0679* NAVD 88     -        22.98   (+/-2cm)      75.4    (feet)  VERTCON   
 CQ0679  ___________________________________________________________________
 CQ0679  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0679
 CQ0679  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0679
 CQ0679.The horizontal coordinates were scaled from a topographic map and have
 CQ0679.an estimated accuracy of +/- 6 seconds.
 CQ0679
 CQ0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0679.The vertical order pertains to the NGVD 29 superseded value.
 CQ0679
 CQ0679.The geoid height was determined by GEOID03.
 CQ0679
 CQ0679;                    North         East    Units  Estimated Accuracy
 CQ0679;SPC LA N     -   212,890.    1,036,030.      MT  (+/- 180 meters Scaled)
 CQ0679
 CQ0679                          SUPERSEDED SURVEY CONTROL
 CQ0679
 CQ0679  NGVD 29 (??/??/??)   23.018  (m)           75.52   (f) ADJUSTED    1 2
 CQ0679
 CQ0679.Superseded values are not recommended for survey control.
 CQ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0679.See file dsdata.txt to determine how the superseded data were derived.
 CQ0679
 CQ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR830872(NAD 83)
 CQ0679_MARKER: DR = REFERENCE MARK DISK
 CQ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0679_STAMPING: BROOKS NO 3 1931 1966
 CQ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0679+STABILITY: SURFACE MOTION
 CQ0679
 CQ0679  HISTORY     - Date     Condition        Report By
 CQ0679  HISTORY     - 1966     MONUMENTED       CGS
 CQ0679
 CQ0679                          STATION DESCRIPTION
 CQ0679
 CQ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0679'7.95 MI SW FROM MONROE.
 CQ0679'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0679'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0679'THENCE 2.3 MILES SOUTH ALONG U.S. HIGHWAY 165, THENCE 0.7 MILE
 CQ0679'NORTHWEST ALONG BUCKHORN BEND ROAD, THENCE 0.25 MILE WEST ALONG
 CQ0679'BUCKHORN LOOP ROAD, IN SECTION 36, T 17 N, R 3 E, 167.5 FEET
 CQ0679'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE BELONGING TO MR.
 CQ0679'JOHN Q. WHITLOCK, JR., 260 FEET NORTH OF THE CENTER LINE OF A LEVEE,
 CQ0679'111.7 FEET NORTH-NORTHEAST OF TRIANGULATION STATION BROOKS, 1 FOOT
 CQ0679'WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CQ0679'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0680 ***********************************************************************
 CQ0680  DESIGNATION -  BROOKS RM 4
 CQ0680  PID         -  CQ0680
 CQ0680  STATE/COUNTY-  LA/OUACHITA
 CQ0680  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0680
 CQ0680                         *CURRENT SURVEY CONTROL
 CQ0680  ___________________________________________________________________
 CQ0680* NAD 83(1986)-  32 25 10.     (N)    092 07 01.     (W)     SCALED    
 CQ0680* NAVD 88     -        22.76   (+/-2cm)      74.7    (feet)  VERTCON   
 CQ0680  ___________________________________________________________________
 CQ0680  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0680
 CQ0680  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0680
 CQ0680.The horizontal coordinates were scaled from a topographic map and have
 CQ0680.an estimated accuracy of +/- 6 seconds.
 CQ0680
 CQ0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0680.The vertical order pertains to the NGVD 29 superseded value.
 CQ0680
 CQ0680.The geoid height was determined by GEOID03.
 CQ0680
 CQ0680;                    North         East    Units  Estimated Accuracy
 CQ0680;SPC LA N     -   212,890.    1,036,030.      MT  (+/- 180 meters Scaled)
 CQ0680
 CQ0680                          SUPERSEDED SURVEY CONTROL
 CQ0680
 CQ0680  NGVD 29 (??/??/??)   22.802  (m)           74.81   (f) ADJUSTED    1 2
 CQ0680
 CQ0680.Superseded values are not recommended for survey control.
 CQ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0680.See file dsdata.txt to determine how the superseded data were derived.
 CQ0680
 CQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR830872(NAD 83)
 CQ0680_MARKER: DR = REFERENCE MARK DISK
 CQ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0680_STAMPING: BROOKS NO 4 1931 1966
 CQ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0680+STABILITY: SURFACE MOTION
 CQ0680
 CQ0680  HISTORY     - Date     Condition        Report By
 CQ0680  HISTORY     - 1966     MONUMENTED       CGS
 CQ0680
 CQ0680                          STATION DESCRIPTION
 CQ0680
 CQ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0680'7.95 MI SW FROM MONROE.
 CQ0680'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0680'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0680'THENCE 2.3 MILES SOUTH ALONG U.S. HIGHWAY 165, THENCE 0.7 MILE
 CQ0680'NORTHWEST ALONG BUCKHORN BEND ROAD, THENCE 0.25 MILE WEST ALONG
 CQ0680'BUCKHORN LOOP ROAD, IN SECTION 36, T 17 N, R 3 E, 82 FEET NORTH OF THE
 CQ0680'CENTER LINE OF A LEVEE, 93.1 FEET SOUTHEAST OF TRIANGULATION STATION
 CQ0680'BROOKS, 1 FOOT WEST OF A FENCE AND SET IN THE TOP OF A CONCRETE POST
 CQ0680'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5169 ***********************************************************************
 BJ5169  DESIGNATION -  BROUSSARD
 BJ5169  PID         -  BJ5169
 BJ5169  STATE/COUNTY-  LA/LAFAYETTE
 BJ5169  USGS QUAD   -  BROUSSARD (1983)
 BJ5169
 BJ5169                         *CURRENT SURVEY CONTROL
 BJ5169  ___________________________________________________________________
 BJ5169* NAD 83(1992)-  30 08 55.13912(N)    091 56 57.38575(W)     ADJUSTED  
 BJ5169* NAVD 88     -        11.5  **(meters)      38.   **(feet)  VERTCON   
 BJ5169  **This station is located in a subsidence area (see below).
 BJ5169  ___________________________________________________________________
 BJ5169  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5169  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5169
 BJ5169  HORZ ORDER  -  SECOND
 BJ5169
 BJ5169.The horizontal coordinates were established by classical geodetic methods
 BJ5169.and adjusted by the National Geodetic Survey in January 1993..
 BJ5169
 BJ5169 ** The orthometric height has not been validated since last determined
 BJ5169 ** by differential leveling and should not be used for control purposes.
 BJ5169 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5169 ** area with valid NAVD 88 orthometric heights.
 BJ5169 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5169 ** epoch indicated which incorporates improved geoid heights for the
 BJ5169 ** Southern Louisiana Subsidence area.
 BJ5169 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5169.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5169
 BJ5169.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5169
 BJ5169.The geoid height was determined by GEOID03.
 BJ5169
 BJ5169;                    North         East     Units Scale Factor Converg.
 BJ5169;SPC LA S     -   182,903.056   940,663.461   MT  0.99992906   -0 18 28.7
 BJ5169;SPC LA S     -   600,074.44  3,086,160.04   sFT  0.99992906   -0 18 28.7
 BJ5169;UTM  15      - 3,335,723.181   601,191.566   MT  0.99972633   +0 31 40.0
 BJ5169
 BJ5169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5169!SPC LA S     -   1.00000247  x   0.99992906  =   0.99993153
 BJ5169!UTM  15      -   1.00000247  x   0.99972633  =   0.99972880
 BJ5169
 BJ5169|---------------------------------------------------------------------|
 BJ5169| PID    Reference Object                     Distance      Geod. Az  |
 BJ5169|                                                           dddmmss.s |
 BJ5169| BJ5168 28 A 008 LDH 1967 A                  66.566 METERS 03458     |
 BJ5169| BJ5167 28 A 008 LDH 1967                    82.442 METERS 05339     |
 BJ5169| CW1156 BROUSSARD RM 1                       27.578 METERS 15209     |
 BJ5169| BJ5164 BROUSSARDVILLE BEOS SUGAR TANK      APPROX. 1.5 KM 1721525.6 |
 BJ5169| BJ5148 YOUNGSVILLE MUNICIPAL TANK          APPROX. 6.6 KM 2195419.2 |
 BJ5169| BK2759 YOUNGSVILLE TEX GAS MW MAST         APPROX.10.4 KM 2294512.8 |
 BJ5169| BJ5165 BROUSSARDVILLE MUNICIPAL TANK       APPROX. 1.1 KM 2652020.8 |
 BJ5169| BK2740 LAFAYETTE UNITED GAS MW MAST        APPROX. 7.8 KM 2750357.5 |
 BJ5169| CW1155 BROUSSARD AZ MK                                    3101443.0 |
 BJ5169| BJ5174 BROUSSARD 1969 AZ MK 1978           APPROX. 0.5 KM 3120727.7 |
 BJ5169|---------------------------------------------------------------------|
 BJ5169
 BJ5169                          SUPERSEDED SURVEY CONTROL
 BJ5169
 BJ5169  NAD 83(1986)-  30 08 55.15902(N)    091 56 57.38016(W) AD(       ) 2
 BJ5169  NAD 27      -  30 08 54.43382(N)    091 56 56.95368(W) AD(       ) 2
 BJ5169  NGVD 29 (07/19/86)   11.5    (m)           38.     (f) VERT ANG       
 BJ5169
 BJ5169.Superseded values are not recommended for survey control.
 BJ5169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5169.See file dsdata.txt to determine how the superseded data were derived.
 BJ5169
 BJ5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0119235723(NAD 83)
 BJ5169_MARKER: DS = TRIANGULATION STATION DISK
 BJ5169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5169_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5169
 BJ5169  HISTORY     - Date     Condition        Report By
 BJ5169  HISTORY     - 1969     MONUMENTED       CGS
 BJ5169
 BJ5169                          STATION DESCRIPTION
 BJ5169
 BJ5169'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5169'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF ST MARTINVILLE, 6
 BJ5169'MILES SOUTHEAST OF LAFAYETTE, 5 MILES NORTHEAST OF YOUNGSVILLE, 3/4
 BJ5169'MILE EAST OF BROUSSARD AND ON THE WEST RIGHT-OF-WAY OF U. S.
 BJ5169'HIGHWAY 90.
 BJ5169'
 BJ5169'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND U. S.
 BJ5169'HIGHWAY 167 IN THE SOUTHEAST SECTION OF LAFAYETTE, GO SOUTH ON U. S.
 BJ5169'HIGHWAY 90 FOR 0.6 MILE TO A CROSS STREET, PINHOOK STREET, CONTINUE
 BJ5169'SOUTH ON U. S. HIGHWAY 90 FOR 5.9 MILES TO THE AZIMUTH MARK ON THE
 BJ5169'LEFT, NORTH SIDE OF THE HIGHWAY, CONTINUE SOUTHERLY ON U. S.
 BJ5169'HIGHWAY 90 FOR 0.3 MILE TO THE STATION ON THE RIGHT JUST BEFORE
 BJ5169'REACHING AN ANGLING CROSSROADS.
 BJ5169'
 BJ5169'STATION MARK IS A STANDARD DISK, STAMPED BROUSSARD 1969, SET IN THE
 BJ5169'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 BJ5169'76 FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND TRAFFIC
 BJ5169'LANE OF U. S. HIGHWAY 90, 26.7 FEET NORTHEAST OF A WIRE FENCE AND
 BJ5169'26.7 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 BJ5169'ATTACHED.
 BJ5169'
 BJ5169'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROUSSARD NO 1 1969,
 BJ5169'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ5169'FLUSH.  IT IS 115 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BJ5169'104 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND TRAFFIC LANE OF
 BJ5169'U. S. HIGHWAY 90, 99 FEET NORTHWEST OF POWER LINE POLE NUMBER
 BJ5169'BBBA17 AND 1 FOOT NORTHEAST OF A FENCE.
 BJ5169'
 BJ5169'REFERENCE MARK 2 IS A U. S. COAST AND GEODETIC SURVEY, LOUISIANA
 BJ5169'DEPARTMENT OF HIGHWAYS STATION MARK, STAMPED 28A008 1967, SET IN THE
 BJ5169'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ5169'INCHES.  IT IS 104 FEET NORTHEAST OF THE WEST BOUND TRAFFIC LANE
 BJ5169'OF U. S. HIGHWAY 90, 60 FEET SOUTHEAST OF THE CENTER OF A PAVED
 BJ5169'ROAD, 14 FEET SOUTHEAST OF POWER LINE POLE NUMBER 4112, 2.5 FEET
 BJ5169'SOUTHWEST OF THE FENCE AND 2.3 FEET SOUTHWEST OF A METAL WITNESS
 BJ5169'POST WITH A SIGN ATTACHED.
 BJ5169'
 BJ5169'AZIMUTH MARK IS A STANDARD DISK, STAMPED BROUSSARD 1969, SET IN THE
 BJ5169'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ5169'INCHES.  IT IS 103 FEET NORTH-NORTHEAST OF THE CENTER OF THE NORTH
 BJ5169'BOUND TRAFFIC LANE OF U. S. HIGHWAY 90, 36 FEET WEST OF A POWER
 BJ5169'LINE POLE, 3.5 FEET WEST OF A METAL WITNESS POST WITH A SIGN
 BJ5169'ATTACHED AND 2.0 FEET SOUTH OF A FENCE.
 BJ5169'
 BJ5169'NO MEASUREMENT BETWEEN RM 1 AND 28A008 (LDH) DUE TO A FOUR
 BJ5169'LANE HIGHWAY.
 BJ5169'
 BJ5169'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5174 ***********************************************************************
 BJ5174  DESIGNATION -  BROUSSARD 1969 AZ MK 1978
 BJ5174  PID         -  BJ5174
 BJ5174  STATE/COUNTY-  LA/LAFAYETTE
 BJ5174  USGS QUAD   -  BROUSSARD (1983)
 BJ5174
 BJ5174                         *CURRENT SURVEY CONTROL
 BJ5174  ___________________________________________________________________
 BJ5174* NAD 83(1992)-  30 09 06.19551(N)    091 57 11.45403(W)     ADJUSTED  
 BJ5174* NAVD 88     -         9.1  **(meters)      30.   **(feet)  VERTCON   
 BJ5174  **This station is located in a subsidence area (see below).
 BJ5174  ___________________________________________________________________
 BJ5174  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ5174  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5174
 BJ5174  HORZ ORDER  -  THIRD
 BJ5174
 BJ5174.The horizontal coordinates were established by classical geodetic methods
 BJ5174.and adjusted by the National Geodetic Survey in January 1993..
 BJ5174.No horizontal observational check was made to the station.
 BJ5174
 BJ5174 ** The orthometric height has not been validated since last determined
 BJ5174 ** by differential leveling and should not be used for control purposes.
 BJ5174 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5174 ** area with valid NAVD 88 orthometric heights.
 BJ5174 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5174 ** epoch indicated which incorporates improved geoid heights for the
 BJ5174 ** Southern Louisiana Subsidence area.
 BJ5174 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5174
 BJ5174.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5174
 BJ5174.The geoid height was determined by GEOID03.
 BJ5174
 BJ5174;                    North         East     Units Scale Factor Converg.
 BJ5174;SPC LA S     -   183,245.517   940,288.843   MT  0.99992920   -0 18 35.8
 BJ5174;SPC LA S     -   601,198.00  3,084,930.98   sFT  0.99992920   -0 18 35.8
 BJ5174;UTM  15      - 3,336,060.072   600,812.070   MT  0.99972538   +0 31 33.1
 BJ5174
 BJ5174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5174!SPC LA S     -   1.00000285  x   0.99992920  =   0.99993205
 BJ5174!UTM  15      -   1.00000285  x   0.99972538  =   0.99972823
 BJ5174
 BJ5174                          SUPERSEDED SURVEY CONTROL
 BJ5174
 BJ5174  NAD 83(1986)-  30 09 06.21547(N)    091 57 11.44838(W) AD(       ) 3
 BJ5174  NAD 27      -  30 09 05.49020(N)    091 57 11.02199(W) AD(       ) 3
 BJ5174  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 BJ5174
 BJ5174.Superseded values are not recommended for survey control.
 BJ5174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5174.See file dsdata.txt to determine how the superseded data were derived.
 BJ5174
 BJ5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0081236060(NAD 83)
 BJ5174
 BJ5174  HISTORY     - Date     Condition        Report By
 BJ5174  HISTORY     - 1978     MONUMENTED       NGS
 BJ5174
 BJ5174                          STATION DESCRIPTION
 BJ5174
 BJ5174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BJ5174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BJ5174'U.S. HIGHWAY 167 IN THE SOUTHEAST SECTION OF LAFAYETTE, GO SOUTH ON
 BJ5174'U.S. HIGHWAY 90 FOR 0.6 MILE TO CROSS STREET, PINHOOK STREET,
 BJ5174'CONTINUE SOUTH ON U.S. HIGHWAY 90 FOR 5.9 MILES TO THE AZIMUTH
 BJ5174'MARK ON THE LEFT, NORTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5164 ***********************************************************************
 BJ5164  DESIGNATION -  BROUSSARDVILLE BEOS SUGAR TANK
 BJ5164  PID         -  BJ5164
 BJ5164  STATE/COUNTY-  LA/LAFAYETTE
 BJ5164  USGS QUAD   -  BROUSSARD (1983)
 BJ5164
 BJ5164                         *CURRENT SURVEY CONTROL
 BJ5164  ___________________________________________________________________
 BJ5164* NAD 83(1992)-  30 08 08.41617(N)    091 56 50.07693(W)     ADJUSTED  
 BJ5164* NAVD 88     -                                                        
 BJ5164  **This station is located in a subsidence area (see below).
 BJ5164  ___________________________________________________________________
 BJ5164  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5164  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ5164
 BJ5164  HORZ ORDER  -  THIRD
 BJ5164
 BJ5164.The horizontal coordinates were established by classical geodetic methods
 BJ5164.and adjusted by the National Geodetic Survey in January 1993..
 BJ5164
 BJ5164 ** The orthometric height has not been validated since last determined
 BJ5164 ** by differential leveling and should not be used for control purposes.
 BJ5164 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5164 ** area with valid NAVD 88 orthometric heights.
 BJ5164 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5164 ** epoch indicated which incorporates improved geoid heights for the
 BJ5164 ** Southern Louisiana Subsidence area.
 BJ5164 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5164
 BJ5164.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5164
 BJ5164.The geoid height was determined by GEOID03.
 BJ5164
 BJ5164;                    North         East     Units Scale Factor Converg.
 BJ5164;SPC LA S     -   181,463.389   940,851.333   MT  0.99992850   -0 18 25.1
 BJ5164;SPC LA S     -   595,351.14  3,086,776.42   sFT  0.99992850   -0 18 25.1
 BJ5164;UTM  15      - 3,334,286.698   601,400.373   MT  0.99972685   +0 31 42.9
 BJ5164
 BJ5164                          SUPERSEDED SURVEY CONTROL
 BJ5164
 BJ5164  NAD 83(1986)-  30 08 08.43621(N)    091 56 50.07132(W) AD(       ) 4
 BJ5164  NAD 27      -  30 08 07.70795(N)    091 56 49.64451(W) AD(       ) 3
 BJ5164
 BJ5164.Superseded values are not recommended for survey control.
 BJ5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5164.See file dsdata.txt to determine how the superseded data were derived.
 BJ5164
 BJ5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0140034287(NAD 83)
 BJ5164_MARKER: 51 = TANK
 BJ5164
 BJ5164  HISTORY     - Date     Condition        Report By
 BJ5164  HISTORY     - 1931     FIRST OBSERVED   CGS
 BJ5164  HISTORY     - 1969     GOOD             CGS
 BJ5164  HISTORY     - 19950306 MARK NOT FOUND   USPSQD
 BJ5164
 BJ5164                          STATION DESCRIPTION
 BJ5164
 BJ5164'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5164'THE STATION IS THE BALL AT THE TOP CENTER OF THE BILLEAUD SUGAR
 BJ5164'FACTORY WATER TANK, LOCATED AT THE NORTH CORNER OF THE FACTORY, 1.75
 BJ5164'MILES SOUTHEAST OF BROUSSARD AND 0.15 MILE WEST OF U. S. HIGHWAY
 BJ5164'90.
 BJ5164'
 BJ5164'THE TANK IS PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED STEEL
 BJ5164'STRUCTURE AND IS ABOUT 135 FEET HIGH.
 BJ5164
 BJ5164                          STATION RECOVERY (1995)
 BJ5164
 BJ5164'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5165 ***********************************************************************
 BJ5165  DESIGNATION -  BROUSSARDVILLE MUNICIPAL TANK
 BJ5165  PID         -  BJ5165
 BJ5165  STATE/COUNTY-  LA/LAFAYETTE
 BJ5165  USGS QUAD   -  BROUSSARD (1983)
 BJ5165
 BJ5165                         *CURRENT SURVEY CONTROL
 BJ5165  ___________________________________________________________________
 BJ5165* NAD 83(1992)-  30 08 52.21711(N)    091 57 38.59977(W)     ADJUSTED  
 BJ5165* NAVD 88     -                                                        
 BJ5165  **This station is located in a subsidence area (see below).
 BJ5165  ___________________________________________________________________
 BJ5165  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ5165  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5165
 BJ5165  HORZ ORDER  -  THIRD
 BJ5165
 BJ5165.The horizontal coordinates were established by classical geodetic methods
 BJ5165.and adjusted by the National Geodetic Survey in January 1993..
 BJ5165
 BJ5165 ** The orthometric height has not been validated since last determined
 BJ5165 ** by differential leveling and should not be used for control purposes.
 BJ5165 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5165 ** area with valid NAVD 88 orthometric heights.
 BJ5165 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5165 ** epoch indicated which incorporates improved geoid heights for the
 BJ5165 ** Southern Louisiana Subsidence area.
 BJ5165 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5165
 BJ5165.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5165
 BJ5165.The geoid height was determined by GEOID03.
 BJ5165
 BJ5165;                    North         East     Units Scale Factor Converg.
 BJ5165;SPC LA S     -   182,819.070   939,560.105   MT  0.99992902   -0 18 49.3
 BJ5165;SPC LA S     -   599,798.90  3,082,540.11   sFT  0.99992902   -0 18 49.3
 BJ5165;UTM  15      - 3,335,623.131   600,089.777   MT  0.99972359   +0 31 19.2
 BJ5165
 BJ5165                          SUPERSEDED SURVEY CONTROL
 BJ5165
 BJ5165  NAD 83(1986)-  30 08 52.23709(N)    091 57 38.59411(W) AD(       ) 4
 BJ5165  NAD 27      -  30 08 51.51055(N)    091 57 38.16578(W) AD(       ) 3
 BJ5165
 BJ5165.Superseded values are not recommended for survey control.
 BJ5165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5165.See file dsdata.txt to determine how the superseded data were derived.
 BJ5165
 BJ5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0009035623(NAD 83)
 BJ5165_MARKER: 53 = ELEVATED TANK
 BJ5165
 BJ5165  HISTORY     - Date     Condition        Report By
 BJ5165  HISTORY     - 1931     FIRST OBSERVED   CGS
 BJ5165  HISTORY     - 1969     GOOD             CGS
 BJ5165  HISTORY     - 19950306 MARK NOT FOUND   USPSQD
 BJ5165
 BJ5165                          STATION DESCRIPTION
 BJ5165
 BJ5165'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5165'THE STATION IS THE BALL AT THE TOP CENTER OF THE BROUSSARD MUNICIPAL
 BJ5165'WATER TANK, LOCATED 150 FEET NORTHWEST OF THE INTERSECTION OF EAST
 BJ5165'MAIN STREET AND POLK STREET AND ON THE NORTH SIDE OF THE FIRE
 BJ5165'DEPARTMENT BUILDING.
 BJ5165'
 BJ5165'THE TANK IS PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED STEEL
 BJ5165'STRUCTURE AND IS ABOUT 125 FEET HIGH.
 BJ5165
 BJ5165                          STATION RECOVERY (1995)
 BJ5165
 BJ5165'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0836 ***********************************************************************
 AV0836  DESIGNATION -  BROWN
 AV0836  PID         -  AV0836
 AV0836  STATE/COUNTY-  LA/CAMERON
 AV0836  USGS QUAD   -  BROWNS LAKE (1982)
 AV0836
 AV0836                         *CURRENT SURVEY CONTROL
 AV0836  ___________________________________________________________________
 AV0836* NAD 83(1992)-  29 55 15.38610(N)    093 24 05.87010(W)     ADJUSTED  
 AV0836* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0836  **This station is located in a subsidence area (see below).
 AV0836  ___________________________________________________________________
 AV0836  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AV0836  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AV0836
 AV0836  HORZ ORDER  -  THIRD
 AV0836
 AV0836.The horizontal coordinates were established by classical geodetic methods
 AV0836.and adjusted by the National Geodetic Survey in January 1993..
 AV0836
 AV0836 ** The orthometric height has not been validated since last determined
 AV0836 ** by differential leveling and should not be used for control purposes.
 AV0836 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0836 ** area with valid NAVD 88 orthometric heights.
 AV0836 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0836 ** epoch indicated which incorporates improved geoid heights for the
 AV0836 ** Southern Louisiana Subsidence area.
 AV0836 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0836.The orthometric height was scaled from a topographic map.
 AV0836
 AV0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0836
 AV0836.The geoid height was determined by GEOID03.
 AV0836
 AV0836;                    North         East     Units Scale Factor Converg.
 AV0836;SPC LA S     -   159,305.454   800,305.180   MT  0.99992671   -1 02 03.0
 AV0836;SPC LA S     -   522,654.64  2,625,667.91   sFT  0.99992671   -1 02 03.0
 AV0836;UTM  15      - 3,310,092.757   461,232.832   MT  0.99961854   -0 12 01.2
 AV0836
 AV0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0836!SPC LA S     -   1.00000425  x   0.99992671  =   0.99993096
 AV0836!UTM  15      -   1.00000425  x   0.99961854  =   0.99962279
 AV0836
 AV0836:                Primary Azimuth Mark                     Grid Az
 AV0836:SPC LA S     -  RHODES                                   041 12 50.8
 AV0836:UTM  15      -  RHODES                                   040 22 49.0
 AV0836
 AV0836|---------------------------------------------------------------------|
 AV0836| PID    Reference Object                     Distance      Geod. Az  |
 AV0836|                                                           dddmmss.s |
 AV0836| AV0335 RHODES                              APPROX. 8.3 KM 0401047.8 |
 AV0836| AV0827 OLD STARK TOWER USGS                APPROX.11.2 KM 2322119.2 |
 AV0836| CV8764 BROWN RM                             32.614 METERS 31321     |
 AV0836|---------------------------------------------------------------------|
 AV0836
 AV0836                          SUPERSEDED SURVEY CONTROL
 AV0836
 AV0836  NAD 83(1986)-  29 55 15.41089(N)    093 24 05.85620(W) AD(       ) 3
 AV0836  NAD 27      -  29 55 14.63000(N)    093 24 05.31000(W) AD(       ) 3
 AV0836
 AV0836.Superseded values are not recommended for survey control.
 AV0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0836.See file dsdata.txt to determine how the superseded data were derived.
 AV0836
 AV0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6123310093(NAD 83)
 AV0836_MARKER: DD = SURVEY DISK
 AV0836_SETTING: 0 = UNSPECIFIED SETTING
 AV0836
 AV0836  HISTORY     - Date     Condition        Report By
 AV0836  HISTORY     - 1933     MONUMENTED       USGS
 AV0836
 AV0836                          STATION DESCRIPTION
 AV0836
 AV0836'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0836'ABOUT 6.75 MILES SW ALONG HIGHWAY 104 FROM HACKBERRY POST
 AV0836'OFFICE.  THEN 1.3 MILES W ALONG S BANK OF STARKS N CANAL.  IN
 AV0836'THE CURVE OF STARKS CANAL TO N AND E AND IN LINE WITH THE
 AV0836'N EDGE OF CANAL TO E 0.4 MILE SE AND SE EDGE OF BROWNS LAKE
 AV0836'ON TOP OF SPOIL BANK OF CANAL.
 AV0836'
 AV0836'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0836'BROWN 1933.
 AV0836'
 AV0836'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0836'TABLET AND IS 107 FEET NW OF STATION MARK.  AZIMUTH 133 DEG
 AV0836'20 MIN.
 AV0836'
 AV0836'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.
 AV0836'
 AV0836'INSTRUMENT ELEVATED 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5210 ***********************************************************************
 BJ5210  DESIGNATION -  BROWN
 BJ5210  PID         -  BJ5210
 BJ5210  STATE/COUNTY-  LA/WEST FELICIANA
 BJ5210  USGS QUAD   -  ANGOLA (1996)
 BJ5210
 BJ5210                         *CURRENT SURVEY CONTROL
 BJ5210  ___________________________________________________________________
 BJ5210* NAD 83(1992)-  30 56 18.86181(N)    091 30 20.55583(W)     ADJUSTED  
 BJ5210* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 BJ5210  ___________________________________________________________________
 BJ5210  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ5210  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5210
 BJ5210  HORZ ORDER  -  FIRST
 BJ5210
 BJ5210.The horizontal coordinates were established by classical geodetic methods
 BJ5210.and adjusted by the National Geodetic Survey in May 1994..
 BJ5210
 BJ5210.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5210
 BJ5210.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5210
 BJ5210.The geoid height was determined by GEOID03.
 BJ5210
 BJ5210;                    North         East     Units Scale Factor Converg.
 BJ5210;SPC LA S     -   270,326.255   983,525.782   MT  1.00005944   -0 05 10.3
 BJ5210;SPC LA S     -   886,895.39  3,226,784.17   sFT  1.00005944   -0 05 10.3
 BJ5210;SPC MS W     -   160,056.051   587,963.216   MT  1.00010478   -0 36 10.1
 BJ5210;SPC MS W     -   525,117.23  1,929,009.32   sFT  1.00010478   -0 36 10.1
 BJ5210;UTM  15      - 3,423,751.459   642,753.032   MT  0.99985138   +0 46 06.1
 BJ5210
 BJ5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5210!SPC LA S     -   0.99998963  x   1.00005944  =   1.00004907
 BJ5210!SPC MS W     -   0.99998963  x   1.00010478  =   1.00009441
 BJ5210!UTM  15      -   0.99998963  x   0.99985138  =   0.99984101
 BJ5210
 BJ5210:                Primary Azimuth Mark                     Grid Az
 BJ5210:SPC LA S     -  FERGUSON                                 029 47 04.0
 BJ5210:SPC MS W     -  FERGUSON                                 030 18 03.8
 BJ5210:UTM  15      -  FERGUSON                                 028 55 47.6
 BJ5210
 BJ5210|---------------------------------------------------------------------|
 BJ5210| PID    Reference Object                     Distance      Geod. Az  |
 BJ5210|                                                           dddmmss.s |
 BJ5210| BW2466 FERGUSON                            APPROX.12.1 KM 0294153.7 |
 BJ5210| CW1157 BROWN RM 1                           77.100 METERS 09139     |
 BJ5210| CW1159 BROWN 2 RM 5                         32.653 METERS 09829     |
 BJ5210| BJ5212 BROWN 2                               3.457 METERS 14738     |
 BJ5210| CW1158 BROWN RM 2                           37.200 METERS 29711     |
 BJ5210| CW1160 BROWN 2 RM 6                         35.704 METERS 31223     |
 BJ5210|---------------------------------------------------------------------|
 BJ5210
 BJ5210                          SUPERSEDED SURVEY CONTROL
 BJ5210
 BJ5210  NAD 83(1992)-  30 56 18.86305(N)    091 30 20.55791(W) AD(       ) 1
 BJ5210  NAD 83(1986)-  30 56 18.87868(N)    091 30 20.55050(W) AD(       ) 1
 BJ5210  NAD 27      -  30 56 18.23919(N)    091 30 20.12907(W) AD(       ) 1
 BJ5210  NGVD 29 (07/19/86)   93.2    (m)          306.     (f) VERT ANG       
 BJ5210
 BJ5210.Superseded values are not recommended for survey control.
 BJ5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5210.See file dsdata.txt to determine how the superseded data were derived.
 BJ5210
 BJ5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4275323751(NAD 83)
 BJ5210_MARKER: DS = TRIANGULATION STATION DISK
 BJ5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5210
 BJ5210  HISTORY     - Date     Condition        Report By
 BJ5210  HISTORY     - 1929     MONUMENTED       CGS
 BJ5210  HISTORY     - 1955     GOOD             CGS
 BJ5210  HISTORY     - 1977     SEE DESCRIPTION  NGS
 BJ5210
 BJ5210                          STATION DESCRIPTION
 BJ5210
 BJ5210'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ5210'ABOUT 13 MILES NNW OF ST. FRANCISVILLE, AND 10 MILES NW OF
 BJ5210'BAINS, ON LAND OWNED BY M.E. LEMMING LUMBER COMPANY OF TUNICA.
 BJ5210'
 BJ5210'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ5210'DISKS SET IN CONCRETE.
 BJ5210'
 BJ5210'REFERENCE MARK NO. 1 IS 12 FEET N OF ROAD, AND 77.1 METERS
 BJ5210'(253 FEET) FROM STATION S 88 DEG 21 MIN E.
 BJ5210'
 BJ5210'REFERENCE MARK NO. 2 IS 8 FEET S OF CENTER LINE OF ROAD, AND
 BJ5210'37.2 METERS (122 FEET) FROM STATION N 62 DEG 49 MIN W.
 BJ5210'
 BJ5210'TO REACH FROM BAINS GO 8 MILES NW ON TUNICA ROAD TO TWO SMALL
 BJ5210'BRIDGES ABOUT 75 YARDS APART, TURN LEFT FROM MAIN ROAD ON FIRST
 BJ5210'ROAD BEYOND THESE BRIDGES AND GO 2.8 MILES TO FORK, TAKE LEFT
 BJ5210'FORK 1.8 MILES TO ANOTHER FORK, TAKE LEFT FORK OVER POLLY CREEK
 BJ5210'AND GO 1.1 MILES TO STATION, WHICH IS 19 FEET S OF THE FENCE IN
 BJ5210'FRONT OF JIM BROWNS HOUSE, 45 FEET S OF CENTER LINE OF ROAD, 42
 BJ5210'FEET SE OF NW CORNER OF FENCE, AND 46 FEET W OF 20-INCH BLACK
 BJ5210'LOCUST TREE.
 BJ5210
 BJ5210                          STATION RECOVERY (1955)
 BJ5210
 BJ5210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5210'THE STATION WAS VISITED, AND THE STATION MARK WAS FOUND IN GOOD
 BJ5210'CONDITION.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION BUT
 BJ5210'VERY NEAR THE EDGE OF THE ROAD.  REFERENCE MARK 2 WAS FOUND
 BJ5210'UPROOTED, THE DISK WAS RECLAIMED.  REFERENCE MARKS 3 AND 4 WERE
 BJ5210'ESTABLISHED.  THE OLD JIM BROWN HOUSE HAS BEEN TORN DOWN, AND
 BJ5210'THE TOP OF THE KNOLL MENTIONED IS NOW A GARDEN PLOT.  A NEW
 BJ5210'DESCRIPTION FOLLOWS--
 BJ5210'
 BJ5210'THE STATION IS LOCATED 13 MI. N-NW OF ST. FRANCISVILLE, ABOUT
 BJ5210'10 MI. NW OF THE BAINS POST OFFICE, ABOUT 3 MI. E OF TUNIS,
 BJ5210'ON THE HIGHEST POINT IN THE VICINITY, AND ON LAND OWNED BY THE
 BJ5210'MOSS TIE LUMBER CO.  IT IS 47 FT. S OF THE CENTER OF A DIRT
 BJ5210'ROAD, 22 FT. N OF A BLAZED CHINABERRY TREE WITH TWO RUSTY HINGES
 BJ5210'GROWN INTO THE N SIDE OF THE TREE, 79 FT. N OF A CONCRETE-CURBED
 BJ5210'WELL, 51 FT. NE OF THE OLD WELL (A LARGE DEEP HOLE IN THE
 BJ5210'GROUND), AND AT THE W EDGE OF A GARDEN PLOT.  IT IS A STANDARD
 BJ5210'DISK, STAMPED BROWN 1929 AND FLUSH WITH THE SURFACE OF THE
 BJ5210'GROUND.
 BJ5210'
 BJ5210'REFERENCE MARK 1 IS 253 FT. E OF THE STATION, AT THE W END
 BJ5210'OF A CURVE IN THE ROAD, AND 12 FT. N OF THE CENTER OF THE ROAD.
 BJ5210'IT IS A STANDARD DISK, STAMPED BROWN NO 1 1929 AND PROJECTING 8
 BJ5210'IN.
 BJ5210'
 BJ5210'REFERENCE MARK 3 IS 59.05 FT. E OF THE STATION, AT THE E EDGE
 BJ5210'OF THE GARDEN PLOT, 38 FT. S OF THE CENTER OF THE DIRT ROAD,
 BJ5210'22 FT. S OF A 2-FT. TREE, AND 72 FT. E OF THE CHINABERRY TREE
 BJ5210'WITH THE HINGES ON THE N SIDE.  IT IS A STANDARD DISK, STAMPED
 BJ5210'BROWN NO 3 1929 AND PROJECTING 6 IN.
 BJ5210'
 BJ5210'REFERENCE MARK 4 IS 45.54 FT. S OF THE STATION, AT THE SW
 BJ5210'CORNER OF THE GARDEN PLOT, 96 FT. S OF THE CENTER OF THE DIRT
 BJ5210'ROAD, 30 FT. N OF THE OLD CONCRETE-CURBED WELL, AND 22 FT. S OF
 BJ5210'THE CHINABERRY TREE MENTIONED ABOVE.  IT IS A STANDARD DISK,
 BJ5210'STAMPED BROWN NO 4 1929 AND PROJECTING 6 IN.
 BJ5210'
 BJ5210'TO REACH THE STATION FROM THE POST OFFICE IN ST. FRANCISVILLE,
 BJ5210'GO E ON STATE HIGHWAY 35 FOR 0.35 MI. TO ITS JUNCTION WITH U.S.
 BJ5210'HIGHWAY 61, TURN LEFT (N) AND GO 0.45 MI. TO A FORK, TAKE
 BJ5210'THE LEFT FORK (U.S. HIGHWAY 61) FOR 3.15 MI. TO A FORK, TAKE
 BJ5210'THE LEFT FORK AND GO 7.85 MI. ON STATE ROAD 124 TO A SIDE ROAD
 BJ5210'LEFT.  TURN LEFT ON A SIDE ROAD (STATE HIGHWAY 855) AT THE
 BJ5210'WEYONOKE POST OFFICE AND GO 0.9 MI. TO A SIDE ROAD RIGHT, KEEP
 BJ5210'LEFT AND GO N AND W FOR 4.7 MI. TO THE TOP OF THE GRADE AND
 BJ5210'THE MARK ON THE LEFT.
 BJ5210
 BJ5210                          STATION RECOVERY (1977)
 BJ5210
 BJ5210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5210'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD
 BJ5210'CONDITION.  REFERENCE MARKS 1, 3 AND 4 WERE NOT
 BJ5210'RECOVERED AND PRESUMED DESTROYED BY BULLDOZING
 BJ5210'OPERATIONS.  THE UNDERGROUND POINT WAS HELD AND
 BJ5210'NEW SURFACE AND UNDERGROUND STATION MARKS WERE
 BJ5210'ESTABLISHED.  RECONNIASSANCE DID NOT RECOVER THE
 BJ5210'STATION, THEREFORE, BROWN 2, REFERENCE MARKS 5 AND
 BJ5210'6 ESTABLISHED, WITH BROWN 2 BEING OCCUPIED.  BROWN 1929
 BJ5210'WAS RECOVERED AFTER THE OCCUPATION OF BROWN 2.
 BJ5210'DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ5210'
 BJ5210'THE STATION IS ABOUT 13 MILES NORTH OF ST. FRANCISVILLE, 10
 BJ5210'MILES NORTHWEST OF BAINS, 3 MILES EAST OF TUNICA AND ON
 BJ5210'PROPERTY OF THE MOSS AMERICAN INCORPORATED, TAX DEPARTMENT,
 BJ5210'KERR-MCGEE BUILDING, OKLAHOMA CITY, OKLAHOMA, 73102.
 BJ5210'
 BJ5210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ5210'STATE HIGHWAY 66, WHICH IS ABOUT 4 MILES NORTH OF
 BJ5210'ST. FRANCISVILLE, GO NORTHWEST ON STATE HIGHWAY 66 FOR 8.1
 BJ5210'MILES TO THE JUNCTION OF STATE HIGHWAY 968.  TURN LEFT AND GO
 BJ5210'SOUTHWEST ON STATE HIGHWAY 968 FOR 0.8 MILE TO A SIDE ROAD
 BJ5210'RIGHT (OLD TUNICA ROAD).  TURN RIGHT AND GO NORTHWESTERLY ON
 BJ5210'OLD TUNICA ROAD FOR 0.1 MILE TO A REVERSE FORK ON THE LEFT.
 BJ5210'CONTINUE AHEAD FOR 2.65 MILES TO A DRIVEWAY ON THE RIGHT AND
 BJ5210'THE END OF THE PAVEMENT.  CONTINUE AHEAD NOW ON A GRAVELED
 BJ5210'ROAD FOR 1.1 MILES TO A REVERSE FORK ON THE RIGHT.  CONTINUE
 BJ5210'AHEAD FOR 0.6 MILE TO A WOODEN BRIDGE.  CONTINUE AHEAD FOR
 BJ5210'0.5 MILE TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 BJ5210'
 BJ5210'THE STATION MARKS STAMPED---BROWN 1929 1977---, ARE
 BJ5210'STANDARD DISKS.  THE SURFACE DISK IS SET IN THE TOP
 BJ5210'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES
 BJ5210'BELOW THE GROUND SURFACE.  IT IS 47 FEET SOUTH OF THE
 BJ5210'APPROXIMATE CENTER OF A GRAVELED ROAD AND 14 FEET NORTHWEST
 BJ5210'OF THE METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 BJ5210'AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE GROUND
 BJ5210'SURFACE.
 BJ5210'
 BJ5210'BROWN 2 ARE STANDARD DISKS STAMPED---BROWN 2 1977---.
 BJ5210'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ5210'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 53 FEET
 BJ5210'SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 6 FEET NORTHEAST
 BJ5210'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BJ5210'IRREGULAR MASS OF CONCRETE THAT IS 44 INCHES BELOW THE GROUND.
 BJ5210'
 BJ5210'REFERENCE MARK 5, STAMPED---BROWN 2 NO 5 1977---, IS A STANDARD
 BJ5210'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ5210'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 33 FEET SOUTH
 BJ5210'OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FEET WEST OF A METAL
 BJ5210'WITNESS POST.  ABOUT 1 FOOT ABOVE THE LEVEL OF THE STATION.
 BJ5210'
 BJ5210'REFERENCE MARK 6, STAMPED---BROWN 2 NO 6 1977---, IS A STANDARD
 BJ5210'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ5210'THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 14 FEET NORTH
 BJ5210'OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET EAST OF A METAL
 BJ5210'WITNESS POST.  ABOUT 5 FEET BELOW THE LEVEL OF THE STATION.
 BJ5210'
 BJ5210'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THE TERRAIN.
 BJ5210'NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
 BJ5210'
 BJ5210'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5212 ***********************************************************************
 BJ5212  DESIGNATION -  BROWN 2
 BJ5212  PID         -  BJ5212
 BJ5212  STATE/COUNTY-  LA/WEST FELICIANA
 BJ5212  USGS QUAD   -  ANGOLA (1996)
 BJ5212
 BJ5212                         *CURRENT SURVEY CONTROL
 BJ5212  ___________________________________________________________________
 BJ5212* NAD 83(1992)-  30 56 18.76700(N)    091 30 20.48611(W)     ADJUSTED  
 BJ5212* NAVD 88     -        93.3    (meters)     306.     (feet)  VERTCON   
 BJ5212  ___________________________________________________________________
 BJ5212  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ5212  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5212
 BJ5212  HORZ ORDER  -  FIRST
 BJ5212
 BJ5212.The horizontal coordinates were established by classical geodetic methods
 BJ5212.and adjusted by the National Geodetic Survey in May 1994..
 BJ5212
 BJ5212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5212
 BJ5212.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5212
 BJ5212.The geoid height was determined by GEOID03.
 BJ5212
 BJ5212;                    North         East     Units Scale Factor Converg.
 BJ5212;SPC LA S     -   270,323.333   983,527.628   MT  1.00005943   -0 05 10.3
 BJ5212;SPC LA S     -   886,885.80  3,226,790.23   sFT  1.00005943   -0 05 10.3
 BJ5212;SPC MS W     -   160,053.112   587,965.036   MT  1.00010478   -0 36 10.1
 BJ5212;SPC MS W     -   525,107.58  1,929,015.29   sFT  1.00010478   -0 36 10.1
 BJ5212;UTM  15      - 3,423,748.565   642,754.921   MT  0.99985138   +0 46 06.2
 BJ5212
 BJ5212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5212!SPC LA S     -   0.99998961  x   1.00005943  =   1.00004904
 BJ5212!SPC MS W     -   0.99998961  x   1.00010478  =   1.00009439
 BJ5212!UTM  15      -   0.99998961  x   0.99985138  =   0.99984099
 BJ5212
 BJ5212|---------------------------------------------------------------------|
 BJ5212| PID    Reference Object                     Distance      Geod. Az  |
 BJ5212|                                                           dddmmss.s |
 BJ5212| CW1159 BROWN 2 RM 5                         30.437 METERS 09334     |
 BJ5212| BJ4865 WAKEFIELD LOT                       APPROX.15.9 KM 0942720.2 |
 BJ5212| BJ5222 INNIS ATT MICROWAVE                 APPROX.17.9 KM 2425417.0 |
 BJ5212| BJ5238 CARMEL                              APPROX.17.5 KM 2885616.6 |
 BJ5212| CW1160 BROWN 2 RM 6                         39.011 METERS 31344     |
 BJ5212| BJ5210 BROWN                                 3.457 METERS 32738     |
 BJ5212|---------------------------------------------------------------------|
 BJ5212
 BJ5212                          SUPERSEDED SURVEY CONTROL
 BJ5212
 BJ5212  NAD 83(1992)-  30 56 18.76824(N)    091 30 20.48819(W) AD(       ) 1
 BJ5212  NAD 83(1986)-  30 56 18.78373(N)    091 30 20.48068(W) AD(       ) 1
 BJ5212  NAD 27      -  30 56 18.14436(N)    091 30 20.05936(W) AD(       ) 1
 BJ5212  NGVD 29 (07/19/86)   93.3    (m)          306.     (f) VERT ANG       
 BJ5212
 BJ5212.Superseded values are not recommended for survey control.
 BJ5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5212.See file dsdata.txt to determine how the superseded data were derived.
 BJ5212
 BJ5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4275523749(NAD 83)
 BJ5212_MARKER: DS = TRIANGULATION STATION DISK
 BJ5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5212+STABILITY: SURFACE MOTION
 BJ5212
 BJ5212  HISTORY     - Date     Condition        Report By
 BJ5212  HISTORY     - 1977     MONUMENTED       NGS
 BJ5212
 BJ5212                          STATION DESCRIPTION
 BJ5212
 BJ5212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5212'THE STATION IS ABOUT 13 MILES NORTH OF ST. FRANCISVILLE, 10
 BJ5212'MILES NORTHWEST OF BAINS, 3 MILES EAST OF TUNICA AND ON
 BJ5212'PROPERTY OF THE MOSS AMERICAN INCORPORATED, TAX DEPARTMENT,
 BJ5212'KERR-MCGEE BUILDING, OKLAHOMA CITY, OKLAHOMA, 73102.
 BJ5212'
 BJ5212'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ5212'STATE HIGHWAY 66, WHICH IS ABOUT 4 MILES NORTH OF
 BJ5212'ST. FRANCISVILLE, GO NORTHWEST ON STATE HIGHWAY 66 FOR 8.1
 BJ5212'MILES TO THE JUNCTION OF STATE HIGHWAY 968.  TURN LEFT AND GO
 BJ5212'SOUTHWEST ON STATE HIGHWAY 968 FOR 0.8 MILE TO A SIDE ROAD
 BJ5212'RIGHT (OLD TUNICA ROAD).  TURN RIGHT AND GO NORTHWESTERLY ON
 BJ5212'OLD TUNICA ROAD FOR 0.1 MILE TO A REVERSE FORK ON THE LEFT.
 BJ5212'CONTINUE AHEAD FOR 2.65 MILES TO A DRIVEWAY ON THE RIGHT AND
 BJ5212'THE END OF THE PAVEMENT.  CONTINUE AHEAD NOW ON A GRAVELED
 BJ5212'ROAD FOR 1.1 MILES TO A REVERSE FORK ON THE RIGHT.  CONTINUE
 BJ5212'AHEAD FOR 0.6 MILE TO A WOODEN BRIDGE.  CONTINUE AHEAD FOR
 BJ5212'0.5 MILE TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 BJ5212'
 BJ5212'THE STATION MARKS ARE STANDARD DISKS STAMPED---BROWN 2 1977---.
 BJ5212'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ5212'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 53 FEET
 BJ5212'SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 6 FEET NORTHEAST
 BJ5212'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BJ5212'IRREGULAR MASS OF CONCRETE THAT IS 44 INCHES BELOW THE GROUND.
 BJ5212'
 BJ5212'BROWN 1929, STAMPED---BROWN 1929 1977---, ARE STANDARD
 BJ5212'TRIANGULATION STATION DISKS.  THE SURFACE DISK IS SET IN THE TOP
 BJ5212'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES
 BJ5212'BELOW THE GROUND SURFACE.  IT IS 47 FEET SOUTH OF THE
 BJ5212'APPROXIMATE CENTER OF A GRAVELED ROAD AND 14 FEET NORTHWEST
 BJ5212'OF THE METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 BJ5212'AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE GROUND
 BJ5212'SURFACE.
 BJ5212'
 BJ5212'REFERENCE MARK 5, STAMPED---BROWN 2 NO 5 1977---, IS A STANDARD
 BJ5212'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ5212'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 33 FEET SOUTH
 BJ5212'OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FEET WEST OF A METAL
 BJ5212'WITNESS POST.  ABOUT 1 FOOT ABOVE THE LEVEL OF THE STATION.
 BJ5212'
 BJ5212'REFERENCE MARK 6, STAMPED---BROWN 2 NO 6 1977---, IS A STANDARD
 BJ5212'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ5212'THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 14 FEET NORTH
 BJ5212'OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET EAST OF A METAL
 BJ5212'WITNESS POST.  ABOUT 5 FEET BELOW THE LEVEL OF THE STATION.
 BJ5212'
 BJ5212'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THE TERRAIN.
 BJ5212'NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
 BJ5212'
 BJ5212'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4542 ***********************************************************************
 BJ4542  DESIGNATION -  BROWNING
 BJ4542  PID         -  BJ4542
 BJ4542  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4542  USGS QUAD   -  KENTWOOD (1980)
 BJ4542
 BJ4542                         *CURRENT SURVEY CONTROL
 BJ4542  ___________________________________________________________________
 BJ4542* NAD 83(1992)-  30 59 59.05111(N)    090 30 02.79818(W)     ADJUSTED  
 BJ4542* NAVD 88     -        99.49   (+/-2cm)     326.4    (feet)  VERTCON   
 BJ4542  ___________________________________________________________________
 BJ4542  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4542  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4542
 BJ4542  HORZ ORDER  -  SECOND
 BJ4542  VERT ORDER  -  THIRD ? (See Below)
 BJ4542
 BJ4542.The horizontal coordinates were established by classical geodetic methods
 BJ4542.and adjusted by the National Geodetic Survey in May 1994..
 BJ4542
 BJ4542.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4542.The vertical order pertains to the NGVD 29 superseded value.
 BJ4542
 BJ4542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4542
 BJ4542.The geoid height was determined by GEOID03.
 BJ4542
 BJ4542;                    North         East     Units Scale Factor Converg.
 BJ4542;SPC LA S     -   277,384.357 1,079,518.332   MT  1.00007748   +0 24 58.6
 BJ4542;SPC LA S     -   910,051.84  3,541,719.73   sFT  1.00007748   +0 24 58.6
 BJ4542;SPC MS W     -   166,259.546   684,009.135   MT  0.99995315   -0 05 10.5
 BJ4542;SPC MS W     -   545,469.86  2,244,119.97   sFT  0.99995315   -0 05 10.5
 BJ4542;UTM  15      - 3,432,254.239   738,627.396   MT  1.00030246   +1 17 16.1
 BJ4542
 BJ4542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4542!SPC LA S     -   0.99998863  x   1.00007748  =   1.00006611
 BJ4542!SPC MS W     -   0.99998863  x   0.99995315  =   0.99994178
 BJ4542!UTM  15      -   0.99998863  x   1.00030246  =   1.00029108
 BJ4542
 BJ4542:                Primary Azimuth Mark                     Grid Az
 BJ4542:SPC LA S     -  CHATAWA ST M OF PINES SM TANK            029 07 03.2
 BJ4542:SPC MS W     -  CHATAWA ST M OF PINES SM TANK            029 37 12.3
 BJ4542:UTM  15      -  CHATAWA ST M OF PINES SM TANK            028 14 45.7
 BJ4542
 BJ4542|---------------------------------------------------------------------|
 BJ4542| PID    Reference Object                     Distance      Geod. Az  |
 BJ4542|                                                           dddmmss.s |
 BJ4542| BW2265 CHATAWA ST M OF PINES SM TANK       APPROX. 7.4 KM 0293201.8 |
 BJ4542| BW2266 CHATAWA ST M OF PINES LGE TANK      APPROX. 7.4 KM 0294558.4 |
 BJ4542| BJ4543 TT 95 TX USGS 1939                   27.224 METERS 06924     |
 BJ4542| BW2264 OSYKA MUNICIPAL TANK                APPROX. 2.6 KM 0740926.9 |
 BJ4542| BW2270 BROWNING 1939 AZ MK                 375.803 METERS 08230     |
 BJ4542| CW1161 BROWNING RM 1                        26.365 METERS 16514     |
 BJ4542| BJ4539 KENTWOOD MUNICIPAL TANK             APPROX. 6.9 KM 1920917.4 |
 BJ4542| BJ4544 53A001 LDH 1966                     APPROX. 0.5 KM 2695701.8 |
 BJ4542|---------------------------------------------------------------------|
 BJ4542
 BJ4542                          SUPERSEDED SURVEY CONTROL
 BJ4542
 BJ4542  NAD 83(1992)-  30 59 59.05838(N)    090 30 02.79485(W) AD(       ) 2
 BJ4542  NAD 83(1986)-  30 59 59.06660(N)    090 30 02.79434(W) AD(       ) 2
 BJ4542  NAD 27      -  30 59 58.42400(N)    090 30 02.44800(W) AD(       ) 2
 BJ4542  NGVD 29 (07/19/86)   99.48   (m)          326.4    (f) LEVELING    3  
 BJ4542
 BJ4542.Superseded values are not recommended for survey control.
 BJ4542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4542.See file dsdata.txt to determine how the superseded data were derived.
 BJ4542
 BJ4542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3862732254(NAD 83)
 BJ4542_MARKER: DS = TRIANGULATION STATION DISK
 BJ4542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4542
 BJ4542  HISTORY     - Date     Condition        Report By
 BJ4542  HISTORY     - 1939     MONUMENTED       CGS
 BJ4542  HISTORY     - 1939     GOOD             CITGO
 BJ4542  HISTORY     - 1949     GOOD             CGS
 BJ4542  HISTORY     - 1966     GOOD             CGS
 BJ4542
 BJ4542                          STATION DESCRIPTION
 BJ4542
 BJ4542'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4542'THE STATION IS LOCATED ABOUT 2 MILES WSW OF OSYKA, MISSISSIPPI,
 BJ4542'AND 4 MILES NW OF KENTWOOD, LOUISIANA, 23 FEET S OF THE S
 BJ4542'FENCE OF THE STATE LINE LANE, AND 124 FEET E AND 35 FEET
 BJ4542'S OF THE SE CORNER OF A CLEARED FIELD.  THE MARK
 BJ4542'PROJECT ABOUT 4 INCHES AND IS STAMPED BROWNING 1939.
 BJ4542'
 BJ4542'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4542'BRONZE DISKS SET IN CONCRETE.
 BJ4542'
 BJ4542'REFERENCE MARK NO. 1 LOCATED 86.48 FEET SSE OF THE STATION
 BJ4542'IN A WOODED AREA.  THE MARK PROJECTS 6 INCHES,
 BJ4542'AND IS STAMPED BROWNING NO. 1 1939.
 BJ4542'
 BJ4542'B.M.-TT 95 TX-1939 (U.S.G.S.) IS LOCATED 89.31 FEET ENE
 BJ4542'OF THE STATION IN THE CENTER OF THE 12-FOOT STATE LINE FENCE
 BJ4542'LANE.  THE MARK IS A STANDARD GEOLOGICAL SURVEY BENCH MARK
 BJ4542'DISK SET IN AN 8-INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES,
 BJ4542'AND IS MARKED TT 95 TX 1939.
 BJ4542'
 BJ4542'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 0.25 MILE ENE
 BJ4542'OF THE STATION, 1.17 FEET N OF THE N FENCE OF THE STATE LINE
 BJ4542'LANE, 24 FEET E OF A N-S FENCE, ON A RIDGE IN THE CLEARING.
 BJ4542'THE MARK PROJECTS 6 INCHES, AND IS STAMPED BROWNING
 BJ4542'1939.
 BJ4542'
 BJ4542'A 64-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 BJ4542'
 BJ4542'TO REACH THE STATION FROM THE MAIN CORNER AND TRAFFIC LIGHT
 BJ4542'IN KENTWOOD, LOUISIANA, DRIVE N ON U.S. HIGHWAY 51 FOR 4.55
 BJ4542'MILES TO THE STATE LINE AND BUD KELLEYS TAVERN, THEN W ON
 BJ4542'THE GRAVEL STATE LINE ROAD FOR 0.7 MILE TO A FORK TO THE
 BJ4542'RIGHT, CONTINUE STRAIGHT AHEAD 0.55 MILE TO A DIM WOODS
 BJ4542'ROAD TO THE RIGHT AT THE TOP OF A GRADE, TAKE THE DIM ROAD
 BJ4542'TO THE NW FOR 0.05 MILE, THEN TO THE LEFT W FOR 0.2 MILE
 BJ4542'ALONG THE STATE LINE FENCE TO THE STATION.
 BJ4542'
 BJ4542'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BJ4542
 BJ4542                          STATION RECOVERY (1939)
 BJ4542
 BJ4542'RECOVERY NOTE BY CITIES SERVICE COMPANY 1939
 BJ4542'STATION IS IN GOOD CONDITION.
 BJ4542
 BJ4542                          STATION RECOVERY (1949)
 BJ4542
 BJ4542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BJ4542'THE STATION WAS RECOVERED AS DESCRIBED BY F.B.Q. IN 1939
 BJ4542'AND ALL MARKS WERE FOUND IN EXCELLENT CONDITION.  OF THE BEFORE
 BJ4542'MENTIONED NORTH AND SOUTH FENCES, ONLY THE SOUTH FENCE REMAINS
 BJ4542'AT THIS LOCATION.  A COMPLETE DESCRIPTION FOLLOWS--
 BJ4542'
 BJ4542'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF KENTWOOD,
 BJ4542'LOUISIANA, 2 MILES WEST-SOUTHWEST OF OSYKA, MISSISSIPPI,
 BJ4542'125 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A CLEARED
 BJ4542'FIELD, 80 FEET NORTHWEST OF A 12-INCH BLAZED PINE TREE, 23
 BJ4542'FEET SOUTH OF THE SOUTH STATE FENCE LINE, AND ON PROPERTY
 BJ4542'OWNED BY MR. FATE SANDERS.
 BJ4542'
 BJ4542'TO REACH THE STATION FROM THE LOUISIANA-MISSISSIPPI STATE
 BJ4542'LINE AT BUD KELLYS TAVERN ON U.S. HIGHWAY 51, GO WEST ON
 BJ4542'A GRAVELED ROAD JUST SOUTH OF THE TAVERN FOR 0.75 MILE TO A
 BJ4542'SIDE ROAD TO THE RIGHT, CONTINUE NORTHWESTERLY FOR 0.5 MILE
 BJ4542'TO A DIM TRACK ROAD TO THE RIGHT*, CONTINUE WESTERLY FOR
 BJ4542'0.15 MILE TO A LANE ON THE RIGHT LEADING TO A TENANT HOUSE,
 BJ4542'TURN RIGHT AND FOLLOW THE LANE TO THE TENNANT HOUSE, PASSING
 BJ4542'ALONG THE WEST SIDE OF THE HOUSE GO TO AN OPENING IN A FENCE
 BJ4542'AT THE REAR OF THE HOUSE, PASS THROUGH THIS OPENING AND GO
 BJ4542'NORTH FOR 0.2 MILE TO THE STATE FENCE AND STATION SITE.
 BJ4542'
 BJ4542'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON
 BJ4542'A DIM TRACK ROAD FOR 0.05 MILE TO AN OPENING IN THE FENCE
 BJ4542'AND THE AZIMUTH MARK AS DESCRIBED.
 BJ4542'
 BJ4542'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BJ4542'BROWNING 1939.
 BJ4542'
 BJ4542'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE BLAZED PINE TREE.
 BJ4542'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BROWNING
 BJ4542'NO 1 1939.
 BJ4542'
 BJ4542'B.M. TT 95 TX (USGS) 1939 WAS USED AS A REFERENCE MARK AND
 BJ4542'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 BJ4542'BROWNING 1939 TO THIS MARK.  THE MARK IS 185 FEET EAST OF
 BJ4542'THE SOUTHWEST CORNER OF THE CLEARED FIELD AND 6 FEET NORTH
 BJ4542'OF THE SOUTH STATE FENCE.  THE MARK IS A STANDARD U.S.C.G.
 BJ4542'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  THE
 BJ4542'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED TT 95 TX 1939.
 BJ4542'
 BJ4542'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE FROM THE STATION,
 BJ4542'148 FEET NORTHEAST OF THE OPENING IN THE SOUTH STATE FENCE,
 BJ4542'125 FEET NORTH OF THE FENCE, AND 42 FEET EAST-NORTHEAST
 BJ4542'OF A BLAZED LONE PECAN TREE.  THE MARK PROJECTS 4 INCHES,
 BJ4542'AND THE DISK IS STAMPED BROWNING 1939.
 BJ4542'
 BJ4542'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE SET IN THE
 BJ4542'TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 BJ4542'
 BJ4542'A 90 FOOT TOWER AT BROWNING IS NEEDED TO SEE 90 FEET AT
 BJ4542'TRIANGULATION STATION TATE 1939.
 BJ4542'
 BJ4542'A 90 FOOT TOWER AT BROWNING IS NEEDED TO SEE 77 FEET AT
 BJ4542'TRIANGULATION STATION PERRYS.
 BJ4542'
 BJ4542'A 90 FOOT TOWER AT BROWNING IS NEEDED TO SEE 77 FEET AT
 BJ4542'TRIANGULATION STATION BRANCH 1939.
 BJ4542'
 BJ4542'HEIGHT OF LIGHT ABOVE MARK 30 METERS.
 BJ4542
 BJ4542                          STATION RECOVERY (1966)
 BJ4542
 BJ4542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RT)
 BJ4542'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 BJ4542'IN GOOD CONDITION.  THE FOLLOWING IS A NEW DESCRIPTION--
 BJ4542'
 BJ4542'THE STATION IS LOCATED ABOUT 2 MILES WEST OF OSYKA, MISSISSIPPI,
 BJ4542'AND 4 MILES NORTHWEST OF KENTWOOD, ON THE NORTH SIDE OF A
 BJ4542'PASTURE NEAR THE FENCE LINE ON THE LOUISIANA - MISSISSIPPI
 BJ4542'STATE LINE, 40.00 FEET NORTHEAST OF A 30 INCH OAK TREE IN
 BJ4542'THE PASTURE, 52.55 FEET SOUTHEAST OF A 36 INCH OAK TREE JUST
 BJ4542'NORTH OF THE STATE LINE, 25.00 FEET SOUTH OF THE FENCE ON
 BJ4542'THE STATE LINE, AND 1.00 FEET SOUTH OF A METAL WITNESS POST
 BJ4542'AND SIGN.
 BJ4542'
 BJ4542'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A
 BJ4542'SQUARE CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE
 BJ4542'THE SURFACE OF THE GROUND.  STATION IS STAMPED BROWNING
 BJ4542'1939.
 BJ4542'
 BJ4542'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BJ4542'38 (AVENUE E) AND U.S. HIGHWAY 51 IN KENTWOOD, FOLLOW U.S.
 BJ4542'HIGHWAY 51 NORTH FOR 4.27 MILES TO THE LOUISIANA - MISSISSIPPI
 BJ4542'STATE LINE, THENCE WEST ALONG A GRAVEL ROAD FOR 0.7 MILES
 BJ4542'TO A FORK IN THE ROAD.  TAKE THE LEFT FORK FOR 0.55 MILES
 BJ4542'TO A DIM WOODS ROAD (ACROSS FROM THE VELEON HOME) ON THE
 BJ4542'RIGHT THEN TO THE NORTHWEST FOR 0.05 MILES, THEN FOLLOW
 BJ4542'THE FENCE LINE WEST FOR ABOUT 0.2 MILES TO THE STATION WHICH
 BJ4542'IS SET TO THE SOUTH OF THE FENCE ON THE STATE LINE.
 BJ4542'
 BJ4542'REFERENCE MARK NO. 1 IS 86.50 FEET SOUTH OF THE STATION IN
 BJ4542'A PASTURE AND IS STAMPED BROWNING NO. 1 1939.
 BJ4542'
 BJ4542'B.M. TT95TX 1939 IS 89.33 FEET NORTHEAST OF THE STATION
 BJ4542'AND 4.0 FEET NORTH OF THE FENCE ON THE LOUISIANA - MISSISSIPPI
 BJ4542'STATE LINE WHICH IS STAMPED TT95TX AND IS A STANDARD GEOLOGICAL
 BJ4542'SURVEY BENCH MARK SET IN AN 8-INCH SQUARE CONCRETE POST.
 BJ4542'
 BJ4542'THE AZIMUTH MARK IS LOCATED NORTHEAST OF THE STATION, 118
 BJ4542'FEET NORTH OF THE LOUISIANA - MISSISSIPPI STATE LINE MARKED
 BJ4542'BY A FENCE (THE SAME FENCE NORTH OF THE STATION), 40 FEET
 BJ4542'NORTHEAST OF A 20 INCH PECAN TREE AND 1 FOOT NORTH OF A METAL
 BJ4542'WITNESS POST AND SIGN.  THE MARK IS STAMPED BROWNING 1939.
 BJ4542'
 BJ4542'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2752 ***********************************************************************
 CQ2752  DESIGNATION -  BROWNVILLE MUN W TANK
 CQ2752  PID         -  CQ2752
 CQ2752  STATE/COUNTY-  LA/OUACHITA
 CQ2752  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2752
 CQ2752                         *CURRENT SURVEY CONTROL
 CQ2752  ___________________________________________________________________
 CQ2752* NAD 83(1992)-  32 29 20.87211(N)    092 09 35.51649(W)     ADJUSTED  
 CQ2752* NAVD 88     -                                                        
 CQ2752  ___________________________________________________________________
 CQ2752  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CQ2752  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2752
 CQ2752  HORZ ORDER  -  THIRD
 CQ2752
 CQ2752.The horizontal coordinates were established by classical geodetic methods
 CQ2752.and adjusted by the National Geodetic Survey in January 1993..
 CQ2752
 CQ2752
 CQ2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2752
 CQ2752.The geoid height was determined by GEOID03.
 CQ2752
 CQ2752;                    North         East     Units Scale Factor Converg.
 CQ2752;SPC LA N     -   220,599.302 1,031,967.372   MT  0.99996434   +0 10 47.4
 CQ2752;SPC LA N     -   723,749.54  3,385,712.95   sFT  0.99996434   +0 10 47.4
 CQ2752;UTM  15      - 3,594,965.142   578,932.216   MT  0.99967683   +0 27 04.7
 CQ2752
 CQ2752                          SUPERSEDED SURVEY CONTROL
 CQ2752
 CQ2752  NAD 83(1986)-  32 29 20.88548(N)    092 09 35.50923(W) AD(       ) 4
 CQ2752  NAD 27      -  32 29 20.36249(N)    092 09 35.02224(W) AD(       ) 3
 CQ2752
 CQ2752.Superseded values are not recommended for survey control.
 CQ2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2752.See file dsdata.txt to determine how the superseded data were derived.
 CQ2752
 CQ2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7893294965(NAD 83)
 CQ2752_MARKER: 53 = ELEVATED TANK
 CQ2752
 CQ2752  HISTORY     - Date     Condition        Report By
 CQ2752  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2752  HISTORY     - 19910515 GOOD             USPSQD
 CQ2752
 CQ2752                          STATION DESCRIPTION
 CQ2752
 CQ2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2752'STATION IS THE TOP-CENTER OF THE BROWNVILLE MUNICIPAL WATER
 CQ2752'TANK WHICH IS AN OVAL SHAPED STEEL TANK, 110 FEET IN HEIGHT,
 CQ2752'SILVER IN COLOR AND SUPPORTED BY 4 TUBULAR TYPE STEEL LEGS.
 CQ2752'
 CQ2752'LOCATED IN THE WEST SECTION OF BROWNVILLE, 2-1/2 MILES SOUTH OF
 CQ2752'WEST MONROE, 0.45 MILE SOUTH OF STATE HIGHWAY 838, 1.5 MILES SOUTH
 CQ2752'OF INTERSTATE HIGHWAY 20 AND 150 FEET NORTHEAST OF THE BENNIE
 CQ2752'BREECE-CAMPBELL STREETS INTERSECTION.
 CQ2752
 CQ2752                          STATION RECOVERY (1991)
 CQ2752
 CQ2752'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3099 ***********************************************************************
 BK3099  DESIGNATION -  BRUCE
 BK3099  PID         -  BK3099
 BK3099  STATE/COUNTY-  LA/CALCASIEU
 BK3099  USGS QUAD   -  IOWA (1994)
 BK3099
 BK3099                         *CURRENT SURVEY CONTROL
 BK3099  ___________________________________________________________________
 BK3099* NAD 83(1992)-  30 08 29.80829(N)    093 06 19.85694(W)     ADJUSTED  
 BK3099* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BK3099  **This station is located in a subsidence area (see below).
 BK3099  ___________________________________________________________________
 BK3099  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3099  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK3099
 BK3099  HORZ ORDER  -  THIRD
 BK3099
 BK3099.The horizontal coordinates were established by classical geodetic methods
 BK3099.and adjusted by the National Geodetic Survey in January 1993..
 BK3099
 BK3099 ** The orthometric height has not been validated since last determined
 BK3099 ** by differential leveling and should not be used for control purposes.
 BK3099 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3099 ** area with valid NAVD 88 orthometric heights.
 BK3099 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3099 ** epoch indicated which incorporates improved geoid heights for the
 BK3099 ** Southern Louisiana Subsidence area.
 BK3099 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3099.The orthometric height was scaled from a topographic map.
 BK3099
 BK3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3099
 BK3099.The geoid height was determined by GEOID03.
 BK3099
 BK3099;                    North         East     Units Scale Factor Converg.
 BK3099;SPC LA S     -   183,283.864   829,270.974   MT  0.99992875   -0 53 10.0
 BK3099;SPC LA S     -   601,323.81  2,720,699.85   sFT  0.99992875   -0 53 10.0
 BK3099;UTM  15      - 3,334,482.134   489,837.721   MT  0.99960127   -0 03 10.7
 BK3099
 BK3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3099!SPC LA S     -   1.00000348  x   0.99992875  =   0.99993223
 BK3099!UTM  15      -   1.00000348  x   0.99960127  =   0.99960475
 BK3099
 BK3099|---------------------------------------------------------------------|
 BK3099| PID    Reference Object                     Distance      Geod. Az  |
 BK3099|                                                           dddmmss.s |
 BK3099| CV8152 BRUCE RM 1                           21.585 METERS 02956     |
 BK3099| CV8153 BRUCE RM 2                           10.577 METERS 12624     |
 BK3099| CV8151 BRUCE AZ MK                                        2715457.2 |
 BK3099| BK3136 LAKE CHARLES MUNICIPAL TANK         APPROX.12.1 KM 3015713.5 |
 BK3099| BK3114 LAKE CHARLES TV STA KTAG MAST       APPROX.12.8 KM 3062047.8 |
 BK3099| BK3125 RNG LAKE CHARLES RADIO LCH          APPROX. 5.6 KM 3130536.6 |
 BK3099| BK3138 AIRPORT BCN LAKE CHARLES AFB        APPROX.10.3 KM 3280401.4 |
 BK3099|---------------------------------------------------------------------|
 BK3099
 BK3099                          SUPERSEDED SURVEY CONTROL
 BK3099
 BK3099  NAD 83(1986)-  30 08 29.83319(N)    093 06 19.84911(W) AD(       ) 3
 BK3099  NAD 27      -  30 08 29.08300(N)    093 06 19.31700(W) AD(       ) 3
 BK3099
 BK3099.Superseded values are not recommended for survey control.
 BK3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3099.See file dsdata.txt to determine how the superseded data were derived.
 BK3099
 BK3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8983834482(NAD 83)
 BK3099_MARKER: DS = TRIANGULATION STATION DISK
 BK3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3099
 BK3099  HISTORY     - Date     Condition        Report By
 BK3099  HISTORY     - 1955     MONUMENTED       CGS
 BK3099  HISTORY     - 1957     GOOD             CGS
 BK3099  HISTORY     - 1958     GOOD             CGS
 BK3099  HISTORY     - 1961     GOOD             LOCENG
 BK3099
 BK3099                          STATION DESCRIPTION
 BK3099
 BK3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3099'STATION IS LOCATED ABOUT 7 MILES (AIRLINE) SOUTHEAST OF LAKE
 BK3099'CHARLES, 8.5 MILES SOUTHWEST OF IOWA, NEAR THE NORTHEAST CORNER
 BK3099'OF SW 1/4 SEC. 32, T 11 S, R 7 W., IN OPEN PASTURE LAND LEASED
 BK3099'BY THE C.A.A. AS A NEW LOCATION FOR A VOR STATION, WHICH IS
 BK3099'TO BE ERECTED IN THE NEAR FUTURE.
 BK3099'
 BK3099'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 171 AND 90, AND
 BK3099'STATE HIGHWAY 42 IN EAST LAKE CHARLES, DRIVE SOUTH ON STATE
 BK3099'HIGHWAY 42 FOR 4.9 MILES TO A LEFT TURN.  TURN LEFT WITH
 BK3099'HIGHWAY AND CONTINUE EAST FOR 3.0 MILES TO END OF PAVEMENT
 BK3099'AND SLIGHT JOG IN HIGHWAY.  TURN RIGHT FOR ABOUT 100 YARDS,
 BK3099'THENCE LEFT AND DRIVE EAST ON GRAVELED ROAD FOR 1.0 MILE TO
 BK3099'A SIDE ROAD AND WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 BK3099'GATE, AND DRIVE EAST FOR 0.2 MILE TO THE AZIMUTH MARK IN FENCE
 BK3099'LINE ON THE LEFT.  KEEP STRAIGHT AHEAD, EAST, FOR 0.25 MILE
 BK3099'TO STATION ON THE RIGHT.
 BK3099'
 BK3099'ALL SURFACE MARKS ARE STANDARD DISKS SET IN THE TOP OF CONCRETE
 BK3099'POSTS WHICH ARE 12 INCHES SQUARE AND PROJECT 6 INCHES ABOVE
 BK3099'THE GROUND.
 BK3099'
 BK3099'SURFACE-STATION MARK, STAMPED BRUCE 1955, IS 39 FEET SOUTH
 BK3099'OF TRACK ROAD, 30 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH
 BK3099'DRAINAGE DITCH AND 11 FEET SOUTHWEST OF A WITNESS POST.
 BK3099'
 BK3099'UNDERGROUND-STATION MARK, STAMPED BRUCE 1955, IS SET 36
 BK3099'INCHES BELOW THE SURFACE OF THE GROUND, ITS CENTER BEING PLUMB
 BK3099'WITH THE CENTER OF THE SURFACE-STATION MARK.
 BK3099'
 BK3099'REFERENCE MARK 1, STAMPED BRUCE NO 1 1955, IS 1.0 FOOT SOUTH
 BK3099'OF A FENCE CORNER AND 31.5 FEET NORTH OF CENTER OF TRACK
 BK3099'ROAD.
 BK3099'
 BK3099'REFERENCE MARK 2, STAMPED BRUCE NO 2 1955, IS SET 3 FEET
 BK3099'WEST OF THE WEST EDGE OF THE NORTH-SOUTH DRAINAGE DITCH.
 BK3099'
 BK3099'AZIMUTH MARK, STAMPED BRUCE 1955, IS SET 1.0 FOOT SOUTH OF
 BK3099'AN EAST-WEST FENCE, 35 FEET NORTH OF THE CENTER OF TRACK ROAD
 BK3099'AND 2 FEET EAST OF A WITNESS POST.
 BK3099'
 BK3099'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 BK3099
 BK3099                          STATION RECOVERY (1957)
 BK3099
 BK3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 BK3099'STATION, AZIMUTH AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BK3099'DESCRIPTION ADEQUATE AND CORRECT FOR THE FOLLOWING--
 BK3099'
 BK3099'STATION IS LOCATED 10.6 FEET WEST OF NORTHEAST CORNER OF WOOD
 BK3099'FENCE AROUND VOR, AND 2.0 FEET NORTH OF FENCE.
 BK3099'
 BK3099'REFERENCE MARK NO. 2 IS 25.5 FEET SOUTHEAST OF NORTHEAST CORNER
 BK3099'OF WOOD FENCE, 45.3 FEET NORTH-NORTHEAST OF SOUTHEAST CORNER
 BK3099'OF WOOD FENCE AND 17.5 FEET EAST OF FENCE.
 BK3099'
 BK3099'STATE HIGHWAY 42 IS NOW STATE HIGHWAY 14, GRAVEL ROAD IS
 BK3099'NOW PAVED AND JOG IN ROAD HAS BEEN ELEMINATED.
 BK3099
 BK3099                          STATION RECOVERY (1958)
 BK3099
 BK3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3099'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BK3099'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION
 BK3099'AT THIS DATE BY A POWER POLE RECENTLY SET TO SUPPLY THE LAKE
 BK3099'CHARLES CAA VOR LOCATED NEAR THE STATION.  A TRAVERSE WAS
 BK3099'MADE TO THE LAKE CHARLES CAA.  VOR AT THIS TIME.  A NEW
 BK3099'DESCRIPTION FOLLOW--
 BK3099'
 BK3099'THE STATION IS LOCATED ABOUT 7.0 MILES (AIRLINE) SOUTHEAST
 BK3099'OF LAKE CHARLES AND 8.5 MILES SOUTHWEST OF IOWA, IN THE
 BK3099'NORTHWEST QUARTER OF SEC. 32, T 11 S., R 7 W., IN A LARGE
 BK3099'PASTURE, NEAR THE SOUTHEAST OF A CULTIVATED FIELD AND AT THE
 BK3099'SOUTHWEST CORNER OF A DRAINAGE DITCH, NEAR THE SITE OF THE
 BK3099'LAKE CHARLES C.A.A. VOR BUILDING.  IT IS 35 FEET SOUTH OF
 BK3099'THE CENTER OF THE ROAD LEADING TO THE VOR BUILDING, 26 FEET
 BK3099'NORTH OF THE NORTHEAST CORNER OF THE VOR BUILDING, 11 FEET
 BK3099'WEST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE
 BK3099'BUILDING, 58 FEET WEST-SOUTHWEST OF THE SOUTHWEST END OF A
 BK3099'CONCRETE CULVERT UNDER THE ROAD, AND 72 FEET SOUTH OF A
 BK3099'T FENCE CORNER ACROSS THE ROAD FROM THE STATION.  IT IS A
 BK3099'STANDARD DISK, STAMPED BRUCE 1955, PROJECTING 6 INCHES.
 BK3099'
 BK3099'REFERENCE MARK NO. 1 IS 70.81 FEET NORTH-NORTHEAST OF THE
 BK3099'STATION, 1 FOOT SOUTH OF A T FENCE CORNER, 29 FEET NORTH OF
 BK3099'THE CENTERLINE OF THE ROAD, 37 FEET EAST OF THE PROJECTED
 BK3099'PLANE OF THE EAST WALL OF THE VOR BUILDING, 68.5 FEET
 BK3099'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BOARD FENCE
 BK3099'AROUND THE BUILDING, AND 46 FEET NORTHWEST OF THE NORTHEAST
 BK3099'END OF THE CONCRETE CULVERT UNDER THE ROAD.  IT IS A STANDARD
 BK3099'DISK, STAMPED BRUCE NO 1 1955, PROJECTING 6 INCHES.
 BK3099'
 BK3099'REFERENCE MARK NO. 2 IS 34.67 FEET SOUTHEAST OF THE STATION,
 BK3099'54 FEET SOUTH OF THE CENTER OF THE ROAD, 25 FEET EAST OF THE
 BK3099'NORTHEAST CORNER OF THE BOARD FENCE AROUND THE BUILDING,
 BK3099'18 FEET EAST OF A BOARD FENCE, 30 FEET EAST OF THE NORTHEAST
 BK3099'CORNER OF THE VOR BUILDING, 6 FEET NORTH OF THE PROJECTED
 BK3099'PLANE OF THE NORTH WALL OF THE VOR BUILDING, AND 44 FEET
 BK3099'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE CULVERT UNDER
 BK3099'THE ROAD.  IT IS A STANDARD DISK, STAMPED BRUCE NO 2 1955,
 BK3099'PROJECTING 6 INCHES.
 BK3099'
 BK3099'A DISTANCE AND DIRECTION WAS TAKEN TO THE LAKE CHARLES C.A.A.-
 BK3099'VOR BUILDING (CENTER OF THE DOME).  IT IS THE CENTER OF THE
 BK3099'DOME MOUNTED ON THE TOP OF A BUILDING 10 FEET HIGH, 15X27 FEET
 BK3099'WITH A ROUND FLAT ROOF.  THE DOME IS IN THE CENTER OF AND ON
 BK3099'THE TOP OF THE ROOF, WITH AN ANTENNA ON THE TOP AND CENTER
 BK3099'OF THE DOME.  IT IS 37.62 FEET SOUTH-SOUTHWEST OF THE STATION.
 BK3099'
 BK3099'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 32 FEET
 BK3099'NORTH OF THE CENTER OF THE ROAD LEADING TO THE VOR BUILDING,
 BK3099'1 FOOT SOUTH OF A FENCELINE, 136 FEET EAST OF A POWER POLE,
 BK3099'AND 2.5 FEET EAST OF A WHITE WITNESS POST.  IT IS A STANDARD
 BK3099'DISK, STAMPED BRUCE 1955, PROJECTING 6 INCHES.
 BK3099'
 BK3099'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CHARLES GO
 BK3099'EAST ON U.S. HIGHWAY 90 FOR 2.3 MILES TO THE JUNCTION WITH
 BK3099'U.S. HIGHWAY 171 LEADING NORTH AND STATE HIGHWAY 14 LEADING
 BK3099'SOUTH, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 14 FOR 4.7
 BK3099'MILES TO A CROSS ROAD, TURN LEFT AND GO EAST FOR 4.0 MILES TO A
 BK3099'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A
 BK3099'SIDE ROAD LEFT AT A GATE, TURN LEFT, PASSING THROUGH THE
 BK3099'GATE AND GO EAST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 BK3099'LEFT, CONTINUE EAST FOR 0.25 MILE TO THE VOR BUILDING AND
 BK3099'THE STATION ON THE RIGHT.
 BK3099
 BK3099                          STATION RECOVERY (1961)
 BK3099
 BK3099'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 BK3099'RECOVERED BY--UNION TX GAS CORP
 BK3099'
 BK3099'CONDITION GOOD.  LAST REPORTED DESCRIPTION NO LONGER VALID.
 BK3099'THE RADIO FACILITIES DESCRIBED ARE NO LONGER IN EXISTENCE.
 BK3099'THERE IS, HOWEVER, A NEW RADIO FACILITY SITUATED APPROXIMATELY
 BK3099'SOUTHEAST AT 200 FEET DISTANCE.  THIS FACILITY IS A SQUARE
 BK3099'BUILDING WITH A CIRCULAR FLAT ROOF SURMOUNTED BY A FRUSTRUM
 BK3099'OF A CONE.  THE BUILDING IS VERY DISTINCTIVE AND EASILY
 BK3099'IDENTIFIED EVEN AT A DISTANCE OF SEVERAL MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1711 ***********************************************************************
 CP1711  DESIGNATION -  BRUIN AZ MK
 CP1711  PID         -  CP1711
 CP1711  STATE/COUNTY-  LA/TENSAS
 CP1711  USGS QUAD   -  NEWELLTON (1994)
 CP1711
 CP1711                         *CURRENT SURVEY CONTROL
 CP1711  ___________________________________________________________________
 CP1711* NAD 83(1986)-  32 01 24.     (N)    091 13 51.     (W)     SCALED    
 CP1711* NAVD 88     -        22.58   (+/-2cm)      74.1    (feet)  VERTCON   
 CP1711  ___________________________________________________________________
 CP1711  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1711
 CP1711  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1711
 CP1711.The horizontal coordinates were scaled from a topographic map and have
 CP1711.an estimated accuracy of +/- 6 seconds.
 CP1711
 CP1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1711.The vertical order pertains to the NGVD 29 superseded value.
 CP1711
 CP1711.The geoid height was determined by GEOID03.
 CP1711
 CP1711;                    North         East    Units  Estimated Accuracy
 CP1711;SPC LA N     -   169,600.    1,119,880.      MT  (+/- 180 meters Scaled)
 CP1711
 CP1711                          SUPERSEDED SURVEY CONTROL
 CP1711
 CP1711  NGVD 29 (??/??/92)   22.598  (m)           74.14   (f) ADJ UNCH    2 1
 CP1711
 CP1711.Superseded values are not recommended for survey control.
 CP1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1711.See file dsdata.txt to determine how the superseded data were derived.
 CP1711
 CP1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR670443(NAD 83)
 CP1711_MARKER: DZ = AZIMUTH MARK DISK
 CP1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1711_STAMPING: BRUIN. AZ MK. 1971
 CP1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1711+STABILITY: SURFACE MOTION
 CP1711
 CP1711  HISTORY     - Date     Condition        Report By
 CP1711  HISTORY     - 1971     MONUMENTED       LADH
 CP1711  HISTORY     - 1974     GOOD             LADTD
 CP1711  HISTORY     - 1976     GOOD             USGS
 CP1711
 CP1711                          STATION DESCRIPTION
 CP1711
 CP1711'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1711'4.65 MI S FROM NEWELLTON.
 CP1711'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1711'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1711'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1711'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. THENCE ABOUT 1.45
 CP1711'MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 605.  IT IS 29.0 FEET
 CP1711'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 25.0 FEET
 CP1711'NORTHEAST OF THE CENTER OF A FIELD GATE, 15.5 FEET EAST OF THE
 CP1711'NORTHEAST END OF AN 18-INCH CORRUGATED METAL SIDE DRAIN CULVERT, 1.0
 CP1711'FOOT NORTHWEST OF A 5-STRAND BARBED WIRE FENCE.  SET IN TOP OF A
 CP1711'CONCRETE POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET
 CP1711'1.7 FEET NORTHEAST OF THE MARK.  SECTION 22, T 12N, R 12E.
 CP1711
 CP1711                          STATION RECOVERY (1976)
 CP1711
 CP1711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JFS)
 CP1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1706 ***********************************************************************
 CP1706  DESIGNATION -  BRUIN AZ MK 2
 CP1706  PID         -  CP1706
 CP1706  STATE/COUNTY-  LA/TENSAS
 CP1706  USGS QUAD   -  NEWELLTON (1994)
 CP1706
 CP1706                         *CURRENT SURVEY CONTROL
 CP1706  ___________________________________________________________________
 CP1706* NAD 83(1986)-  32 02 23.     (N)    091 12 50.     (W)     SCALED    
 CP1706* NAVD 88     -        24.64   (+/-2cm)      80.8    (feet)  VERTCON   
 CP1706  ___________________________________________________________________
 CP1706  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1706
 CP1706  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1706
 CP1706.The horizontal coordinates were scaled from a topographic map and have
 CP1706.an estimated accuracy of +/- 6 seconds.
 CP1706
 CP1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1706.The vertical order pertains to the NGVD 29 superseded value.
 CP1706
 CP1706.The geoid height was determined by GEOID03.
 CP1706
 CP1706;                    North         East    Units  Estimated Accuracy
 CP1706;SPC LA N     -   171,440.    1,121,460.      MT  (+/- 180 meters Scaled)
 CP1706
 CP1706                          SUPERSEDED SURVEY CONTROL
 CP1706
 CP1706  NGVD 29 (??/??/92)   24.661  (m)           80.91   (f) ADJ UNCH    2 1
 CP1706
 CP1706.Superseded values are not recommended for survey control.
 CP1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1706.See file dsdata.txt to determine how the superseded data were derived.
 CP1706
 CP1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR686462(NAD 83)
 CP1706_MARKER: DZ = AZIMUTH MARK DISK
 CP1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1706_STAMPING: BRUIN. AZ. MK2. 1971
 CP1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1706+STABILITY: SURFACE MOTION
 CP1706
 CP1706  HISTORY     - Date     Condition        Report By
 CP1706  HISTORY     - 1971     MONUMENTED       LADH
 CP1706  HISTORY     - 1974     GOOD             LADTD
 CP1706
 CP1706                          STATION DESCRIPTION
 CP1706
 CP1706'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1706'3.20 MI S FROM NEWELLTON.
 CP1706'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1706'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1706'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1706'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. IT IS 34.5 FEET
 CP1706'SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 608, 30.2 FEET NORTHEAST
 CP1706'OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 102.0 FEET SOUTH OF A
 CP1706'POWER POLE ON A DIRECTIONAL ISLAND ON PROPERTY OWNED BY THE LOUISIANA
 CP1706'DEPARTMENT OF HIGHWAYS.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH
 CP1706'THE GROUND.  A STEEL WITNESS POST IS SET 1.8 FEET NORTH OF THE MARK.
 CP1706'SECTION 15, T 12N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2389 ***********************************************************************
 CP2389  DESIGNATION -  BRUIN RESET
 CP2389  PID         -  CP2389
 CP2389  STATE/COUNTY-  LA/TENSAS
 CP2389  USGS QUAD   -  NEWELLTON (1994)
 CP2389
 CP2389                         *CURRENT SURVEY CONTROL
 CP2389  ___________________________________________________________________
 CP2389* NAD 83(1992)-  32 01 42.51987(N)    091 13 31.72511(W)     ADJUSTED  
 CP2389* NAVD 88     -        22.83   (+/-2cm)      74.9    (feet)  VERTCON   
 CP2389  ___________________________________________________________________
 CP2389  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CP2389  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2389
 CP2389  HORZ ORDER  -  SECOND
 CP2389  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2389
 CP2389.The horizontal coordinates were established by classical geodetic methods
 CP2389.and adjusted by the National Geodetic Survey in May 1994..
 CP2389
 CP2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2389.The vertical order pertains to the NGVD 29 superseded value.
 CP2389
 CP2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2389
 CP2389.The geoid height was determined by GEOID03.
 CP2389
 CP2389;                    North         East     Units Scale Factor Converg.
 CP2389;SPC LA N     -   170,177.880 1,120,383.420   MT  0.99991660   +0 40 25.8
 CP2389;SPC LA N     -   558,325.26  3,675,791.27   sFT  0.99991660   +0 40 25.8
 CP2389;UTM  15      - 3,544,968.732   667,572.958   MT  0.99994631   +0 56 28.8
 CP2389
 CP2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2389!SPC LA N     -   1.00000054  x   0.99991660  =   0.99991714
 CP2389!UTM  15      -   1.00000054  x   0.99994631  =   0.99994685
 CP2389
 CP2389|---------------------------------------------------------------------|
 CP2389| PID    Reference Object                     Distance      Geod. Az  |
 CP2389|                                                           dddmmss.s |
 CP2389| CP1710 BRUIN RM 5                           87.250 METERS 01858     |
 CP2389| CP1706 BRUIN AZ MK 2                                      0390129.5 |
 CP2389| CP2944 BRUIN A LDH 1971                     12.255 METERS 06854     |
 CP2389| CP1711 BRUIN AZ MK                                        2243124.5 |
 CP2389| CY3903 BRUIN RM 6                                         2250930.7 |
 CP2389| CY3902 BRUIN RM 1                           20.917 METERS 28047     |
 CP2389| CP1708 BRUIN RM 4                           35.750 METERS 29933     |
 CP2389| CP1707 BRUIN RM 2                           17.456 METERS 31312     |
 CP2389|---------------------------------------------------------------------|
 CP2389
 CP2389                          SUPERSEDED SURVEY CONTROL
 CP2389
 CP2389  NAD 83(1992)-  32 01 42.52939(N)    091 13 31.72327(W) AD(       ) 2
 CP2389  NAD 83(1986)-  32 01 42.53178(N)    091 13 31.72205(W) AD(       ) 2
 CP2389  NAD 27      -  32 01 41.96989(N)    091 13 31.31870(W) AD(       ) 2
 CP2389  NGVD 29 (??/??/92)   22.844  (m)           74.95   (f) ADJ UNCH    2 1
 CP2389
 CP2389.Superseded values are not recommended for survey control.
 CP2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2389.See file dsdata.txt to determine how the superseded data were derived.
 CP2389
 CP2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6757344969(NAD 83)
 CP2389_MARKER: DS = TRIANGULATION STATION DISK
 CP2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2389
 CP2389  HISTORY     - Date     Condition        Report By
 CP2389  HISTORY     - 1974     MONUMENTED       NGS
 CP2389  HISTORY     - 1974     GOOD             NGS
 CP2389  HISTORY     - 1976     GOOD             USGS
 CP2389
 CP2389                          STATION DESCRIPTION
 CP2389
 CP2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 CP2389'THE STATION WAS VISITED 10-31-74 AND THE STATION MARK, R.M. NO. 2,
 CP2389'THE AZIMUTH MARK AND AZIMUTH MARK 2 WERE FOUND IN GOOD CONDITION.
 CP2389'R.M.  NO. 1 WAS FOUND DESTROYED.  THE STATION MARK, R.M. NO. 2 AND
 CP2389'THE AZIMUTH WERE REQUESTED MOVED AT THIS DATE BY THE LANDOWNER.
 CP2389'THIS WAS DONE LOWERING BOTH THE STATION MARK AND THE UNDERGROUND
 CP2389'MARK.  THE SURFACE MARK IS NOW 18 INCHES BELOW THE SURFACE OF THE
 CP2389'GROUND.  REFERENCE MARK NO. 2 WAS DESTROYED AFTER REFERENCE
 CP2389'MARK NO. 4 AND 5 WERE ESTABLISHED.  A NEW AZIMUTH MARK (REFERENCE
 CP2389'MARK NO. 6) WAS ESTABLISHED AT THIS DATE.  AN ERROR WAS FOUND
 CP2389'IN THE ORIGINAL DESCRIPTION IN THAT THE DISTANCE TO AZIMUTH
 CP2389'MARK 2 IS 1.05 MILES INSTEAD OF 0.6 MILES.  A NEW DESCRIPTION
 CP2389'FOLLOWS--
 CP2389'
 CP2389'THE STATION IS LOCATED ABOUT 3.5 MILES SSE OF NEWELLTON, 2.6 MILES
 CP2389'NNE OF LAKE BRUIN AND THE STATE HIGHWAY MAINTENANCE SHOP AT THE
 CP2389'INTERSECTION ON U.S. HIGHWAY 65 AND STATE HIGHWAY 607, ON PROPERTY
 CP2389'OWNED BY MRS J.C. WILKERSON, 1.05 MILE SSE ALONG STATE HIGHWAY 605
 CP2389'FROM ITS INTERSECTION WITH STATE HIGHWAY 608.  IT IS 84 FEET
 CP2389'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 605 AT A POINT 200 FEET
 CP2389'SOUTH OF THE CENTER OF A BOX CULVERT, 120 FEET EAST OF A POWER
 CP2389'POLE NO. 633 AND 210 FEET SOUTH OF THE EAST END OF THE BOX
 CP2389'CULVERT.  IT IS A TRIANGULATION DISK STAMPED BRUIN 1971, 1974 18
 CP2389'INCH BELOW THE SURFACE OF THE GROUND.
 CP2389'
 CP2389'REFERENCE MARK NO. 4 IS 117.29 FEET NORTHWEST OF THE STATION, 31 FEET
 CP2389'WEST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF POWER POLE NO.
 CP2389'633, 226.5 FEET SOUTH-SOUTHWEST OF THE WEST END OF THE BOX CULVERT,
 CP2389'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 CP2389'DISK STAMPED BRUIN NO 4 1974, PROJECTING 2 INCHES.
 CP2389'
 CP2389'REFERENCE MARK NO. 5 IS 286.25 FEET NORTH OF THE STATION, 67 FEET
 CP2389'NORTH OF THE CENTER OF THE WEST END OF THE BOX CULVERT, 2 FEET SSW
 CP2389'OF A POWER POLE, 32 FEET SOUTHWEST OF THE CENTER OF THE ROAD, IN
 CP2389'LINE WITH A ROW OF POLES AND 1.5 FEET NNW OF A METAL WITNESS
 CP2389'POST.  IT IS A REFERENCE MARK DISK STAMPED BRUIN NO 5 1974,
 CP2389'PROJECTING 2 INCHES.
 CP2389'
 CP2389'REFERENCE MARK NO. 6 (AZ. MK.) IS 0.4 MILE SOUTHWEST OF THE STATION
 CP2389'14 FEET EAST OF THE CENTER OF THE HIGHWAY.  IT IS A REFERENCE MARK
 CP2389'DISK STAMPED BRUIN NO 6 1974 SET IN A DRILL HOLE IN THE SOUTH END
 CP2389'OF THE EAST HEADWALL OF A 10 FOOT DOUBLE BARRLEDED CONCRETE CULVERT
 CP2389'AT THE SOUTH END OF THE FIRST CURVE SOUTH OF THE STATION.
 CP2389'
 CP2389'AZIMUTH MARK NO. 2 IS 1.05 MILE NNE OF THE STATION IN THE TRIANGLE
 CP2389'FORMED BY THE INTERSECTION OF STATE HIGHWAYS 605 AND 608, IT IS 30
 CP2389'FEET EAST OF THE CENTER OF STATE HIGHWAY 605, 35 FEET SOUTH OF THE
 CP2389'CENTER OF STATE HIGHWAY 608, 30 FEET WEST OF THE CENTER OF THE
 CP2389'CONNECTING ROAD 122 FEET SSE OF POWER POLE NO. 61 AND IN THE
 CP2389'APPROXIMATE CENTER OF THE TRIANGLE FORMED BY THE ROADS.  IT IS A
 CP2389'REFERENCE MARK DISK STAMPED BRUIN AZ MK 2 1971.
 CP2389'
 CP2389'TO REACH FROM THE POST OFFICE IN NEWELLTON, GO SSE ALONG STATE HIGHWAY
 CP2389'605 FOR 2.7 MILE TO THE JUNCTION WITH STATE HIGHWAY 608 AND AZIMUTH
 CP2389'MARK 2, TURN RIGHT AND GO SSE ON STATE HIGHWAY 605 FOR 1.05 MILE TO
 CP2389'THE STATION ON THE LEFT AND REFERENCE MARK NO. 4 ON THE RIGHT AT
 CP2389'POLE NO 633, CONTINUE SOUTH FOR 0.4 MILE TO R.M. NO. 6 (AZ. MK.)
 CP2389'ON THE LEFT.
 CP2389'
 CP2389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SEE OF
 CP2389'NEWLLTON.
 CP2389
 CP2389                          STATION RECOVERY (1974)
 CP2389
 CP2389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PHA)
 CP2389'THE STATION MARK, REFERENCE MARKS 2, 3, NO. 4, NO. 5, AND NO. 6
 CP2389'AND THE AZIMUTH MARK AND AZIMUTH MARK 2 WERE RECOVERED AND FOUND
 CP2389'TO BE IN GOOD CONDITION.
 CP2389'
 CP2389'TO REACH THE STATION FROM THE NEWELLTON HIGH SCHOOL IN
 CP2389'NEWELLTON GO ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4
 CP2389'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4 AND 605.  THENCE ABOUT
 CP2389'2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO THE INTERSECTION
 CP2389'OF LOUISIANA HIGHWAYS 605 AND 608.  THENCE ABOUT 1.05 MILES
 CP2389'SOUTHWEST ALONG LOUISIANA HIGHWAY 605 TO THE MARK WHICH IS SET
 CP2389'ON THE LEFT AND SOUTHEAST OF THE HIGHWAY.
 CP2389'
 CP2389'TO REACH THE AZIMUTH MARK AND REFERENCE MARK 6 FROM THE STATION
 CP2389'DRIVE SOUTHWEST ALONG LOUISIANA HIGHWAY 605 FOR APPROXIMATELY
 CP2389'0.40 MILE.  THE AZIMUTH MARK IS SET ON THE LEFT AND SOUTHEAST OF
 CP2389'THE HIGHWAY NEAR A FENCE.  REFERENCE MARK 6 IS SET ON THE LEFT
 CP2389'AND SOUTHEAST OF THE HIGHWAY IN A CULVERT HEADWALL.
 CP2389'
 CP2389'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE NORTHEAST ALONG
 CP2389'LOUISIANA HIGHWAY 605 FOR APPROXIMATELY 1.05 MILES TO THE MARK
 CP2389'WHICH IS SET ON THE RIGHT AND NORTHEAST OF LOUISIANA HIGHWAY 605
 CP2389'AT THE JUNCTION WITH LOUISIANA HIGHWAY 608.
 CP2389'
 CP2389'THE STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY
 CP2389'TRIANGULATION STATION DISK SET IN THE TOP OF AN IRREGULAR MASS
 CP2389'OF CONCRETE SET ABOUT 30 INCHES BELOW THE GROUND SURFACE.  THE
 CP2389'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2389'CONCRETE SET ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 CP2389'
 CP2389'THE STATION MARK DISKS ARE STAMPED BRUIN 1971-1974.  THE MARK IS
 CP2389'113.0 FEET EAST OF A POWER POLE, 84.0 FEET SOUTHEAST OF THE
 CP2389'CENTERLINE OF LOUISIANA HIGHWAY 605, 56.0 FEET SOUTHEAST OF A
 CP2389'FENCE CORNER, 2.0 FEET NORTHEAST OF A FENCE, AND 59.0 FEET
 CP2389'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CP2389'
 CP2389'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2389'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2389'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2389'GROUND.  IT IS STAMPED BRUIN. RM2. 1971.  IT IS 65.0 FEET
 CP2389'EAST OF A POWER POLE, 26.5 FEET SOUTHEAST OF THE CENTERLINE OF
 CP2389'LOUISIANA HIGHWAY 605, 1.4 FEET NORTHEAST OF A FENCE CORNER,
 CP2389'AND 2.0 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CP2389'
 CP2389'REFERENCE MARK 3 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2389'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2389'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE
 CP2389'THE GROUND.  IT IS STAMPED BRUIN. R.M.3 1974.  IT IS 149.3 FEET
 CP2389'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 1.4 FEET
 CP2389'NORTHEAST OF A 5-STRAND BARBED WIRE FENCE, AND 1.0 FOOT
 CP2389'SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 CP2389'
 CP2389'REFERENCE MARK 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP2389'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2389'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS STAMPED BRUIN NO 4
 CP2389'1974.  IT IS 30.0 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP2389'HIGHWAY 605, 2.4 FEET NORTHEAST OF A POWER POLE, AND 0.6 FOOT
 CP2389'SOUTH OF A METAL WITNESS POST AND SIGN.
 CP2389'
 CP2389'REFERENCE MARK 5 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2389'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2389'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CP2389'ABOVE THE GROUND.  IT IS STAMPED BRUIN NO 5 1974.  IT IS 31.6
 CP2389'FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 63.8 FEET
 CP2389'NORTH OF THE NORTHWEST CORNER OF A CULVERT HEADWALL, 2.0 FEET
 CP2389'SOUTHWEST OF A POWER POLE, AND 0.6 FOOT SOUTH OF A METAL
 CP2389'WITNESS POST AND SIGN.
 CP2389'
 CP2389'REFERENCE MARK 6 IS A STANDARD NATIONAL GEODETIC SURVEY
 CP2389'REFERENCE MARK DISK SET IN THE TOP OF THE SOUTHEAST CORNER OF A
 CP2389'HEADWALL OF A 2-BARREL CONCRETE CULVERT.  IT IS STAMPED BRUIN
 CP2389'NO 6 1974 AZ. MK.  IT IS 12.7 FEET SOUTHEAST OF THE CENTERLINE
 CP2389'OF LOUISIANA HIGHWAY 605, 76.0 FEET EAST OF A POWER POLE, AND
 CP2389'1.0 FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CP2389'
 CP2389'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2389'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2389'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2389'GROUND.  IT IS STAMPED BRUIN. AZ MK. 1971.  IT IS 29.0 FEET
 CP2389'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 25.0 FEET
 CP2389'NORTHEAST OF THE CENTER OF A FIELD GATE, 15.5 FEET EAST OF THE
 CP2389'NORTHEAST END OF AN 18-INCH CORRUGATED METAL SIDE DRAIN
 CP2389'CULVERT, 1.0 FOOT NORTHWEST OF A 5-STRAND BARBED WIRE FENCE,
 CP2389'AND 1.7 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 CP2389'
 CP2389'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2389'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2389'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP2389'THE GROUND.  IT IS STAMPED BRUIN. AZ. MK2. 1971.  IT IS 34.5
 CP2389'FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 608, 30.2
 CP2389'FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 102.0
 CP2389'FEET SOUTH OF A POWER POLE ON A DIRECTIONAL ISLAND ON LOUISIANA
 CP2389'DEPARTMENT OF HIGHWAYS RIGHT-OF-WAY, AND 1.8 FEET SOUTH OF A
 CP2389'METAL WITNESS POST AND SIGN.
 CP2389'
 CP2389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2389'4.25 MILES SOUTH OF NEWELLTON.
 CP2389
 CP2389                          STATION RECOVERY (1976)
 CP2389
 CP2389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JFS)
 CP2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1707 ***********************************************************************
 CP1707  DESIGNATION -  BRUIN RM 2
 CP1707  PID         -  CP1707
 CP1707  STATE/COUNTY-  LA/TENSAS
 CP1707  USGS QUAD   -  NEWELLTON (1994)
 CP1707
 CP1707                         *CURRENT SURVEY CONTROL
 CP1707  ___________________________________________________________________
 CP1707* NAD 83(1986)-  32 01 41.     (N)    091 13 33.     (W)     SCALED    
 CP1707* NAVD 88     -        22.65   (+/-2cm)      74.3    (feet)  VERTCON   
 CP1707  ___________________________________________________________________
 CP1707  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1707
 CP1707  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1707
 CP1707.The horizontal coordinates were scaled from a topographic map and have
 CP1707.an estimated accuracy of +/- 6 seconds.
 CP1707
 CP1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1707.The vertical order pertains to the NGVD 29 superseded value.
 CP1707
 CP1707.The geoid height was determined by GEOID03.
 CP1707
 CP1707;                    North         East    Units  Estimated Accuracy
 CP1707;SPC LA N     -   170,130.    1,120,350.      MT  (+/- 180 meters Scaled)
 CP1707
 CP1707                          SUPERSEDED SURVEY CONTROL
 CP1707
 CP1707  NGVD 29 (??/??/92)   22.669  (m)           74.37   (f) ADJ UNCH    2 1
 CP1707
 CP1707.Superseded values are not recommended for survey control.
 CP1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1707.See file dsdata.txt to determine how the superseded data were derived.
 CP1707
 CP1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR675449(NAD 83)
 CP1707_MARKER: DR = REFERENCE MARK DISK
 CP1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1707_STAMPING: BRUIN. RM2. 1971
 CP1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1707+STABILITY: SURFACE MOTION
 CP1707
 CP1707  HISTORY     - Date     Condition        Report By
 CP1707  HISTORY     - 1971     MONUMENTED       LADH
 CP1707  HISTORY     - 1974     GOOD             LADTD
 CP1707  HISTORY     - 1976     GOOD             USGS
 CP1707
 CP1707                          STATION DESCRIPTION
 CP1707
 CP1707'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1707'4.25 MI S FROM NEWELLTON.
 CP1707'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1707'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1707'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1707'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. THENCE ABOUT 1.05
 CP1707'MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 605.  IT IS 26.5 FEET
 CP1707'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 65.0 FEET EAST
 CP1707'OF A POWER POLE, 1.4 FEET NORTHEAST OF A FENCE CORNER.  SET IN TOP OF
 CP1707'A CONCRETE POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS
 CP1707'SET 2.0 FEET NORTHWEST OF THE MARK.  SECTION 12, T 12N, R 12E.
 CP1707
 CP1707                          STATION RECOVERY (1976)
 CP1707
 CP1707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JFS)
 CP1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1709 ***********************************************************************
 CP1709  DESIGNATION -  BRUIN RM 3
 CP1709  PID         -  CP1709
 CP1709  STATE/COUNTY-  LA/TENSAS
 CP1709  USGS QUAD   -  NEWELLTON (1994)
 CP1709
 CP1709                         *CURRENT SURVEY CONTROL
 CP1709  ___________________________________________________________________
 CP1709* NAD 83(1986)-  32 01 39.     (N)    091 13 33.     (W)     SCALED    
 CP1709* NAVD 88     -        22.71   (+/-2cm)      74.5    (feet)  VERTCON   
 CP1709  ___________________________________________________________________
 CP1709  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1709
 CP1709  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1709
 CP1709.The horizontal coordinates were scaled from a topographic map and have
 CP1709.an estimated accuracy of +/- 6 seconds.
 CP1709
 CP1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1709.The vertical order pertains to the NGVD 29 superseded value.
 CP1709
 CP1709.The geoid height was determined by GEOID03.
 CP1709
 CP1709;                    North         East    Units  Estimated Accuracy
 CP1709;SPC LA N     -   170,070.    1,120,350.      MT  (+/- 180 meters Scaled)
 CP1709
 CP1709                          SUPERSEDED SURVEY CONTROL
 CP1709
 CP1709  NGVD 29 (??/??/92)   22.724  (m)           74.55   (f) ADJ UNCH    2 1
 CP1709
 CP1709.Superseded values are not recommended for survey control.
 CP1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1709.See file dsdata.txt to determine how the superseded data were derived.
 CP1709
 CP1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR675448(NAD 83)
 CP1709_MARKER: DR = REFERENCE MARK DISK
 CP1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1709_STAMPING: BRUIN. R.M.3 1974
 CP1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1709+STABILITY: SURFACE MOTION
 CP1709
 CP1709  HISTORY     - Date     Condition        Report By
 CP1709  HISTORY     - 1974     MONUMENTED       LADH
 CP1709  HISTORY     - 1976     GOOD             USGS
 CP1709
 CP1709                          STATION DESCRIPTION
 CP1709
 CP1709'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1709'4.25 MI S FROM NEWELLTON.
 CP1709'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1709'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1709'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1709'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. THENCE ABOUT 1.05
 CP1709'MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 605.  IT IS 149.3 FEET
 CP1709'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 1.4 FEET
 CP1709'NORTHEAST OF A 5-STRAND BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE
 CP1709'POST PROJECTING 1 INCH ABOVE THE GROUND.  A STEEL WITNESS POST IS SET
 CP1709'1.0 FOOT NORTHEAST OF THE MARK.  SECTION 12, T 12N, R 12E.
 CP1709
 CP1709                          STATION RECOVERY (1976)
 CP1709
 CP1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JFS)
 CP1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1708 ***********************************************************************
 CP1708  DESIGNATION -  BRUIN RM 4
 CP1708  PID         -  CP1708
 CP1708  STATE/COUNTY-  LA/TENSAS
 CP1708  USGS QUAD   -  NEWELLTON (1994)
 CP1708
 CP1708                         *CURRENT SURVEY CONTROL
 CP1708  ___________________________________________________________________
 CP1708* NAD 83(1986)-  32 01 41.     (N)    091 13 35.     (W)     SCALED    
 CP1708* NAVD 88     -        22.87   (+/-2cm)      75.0    (feet)  VERTCON   
 CP1708  ___________________________________________________________________
 CP1708  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1708
 CP1708  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1708
 CP1708.The horizontal coordinates were scaled from a topographic map and have
 CP1708.an estimated accuracy of +/- 6 seconds.
 CP1708
 CP1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1708.The vertical order pertains to the NGVD 29 superseded value.
 CP1708
 CP1708.The geoid height was determined by GEOID03.
 CP1708
 CP1708;                    North         East    Units  Estimated Accuracy
 CP1708;SPC LA N     -   170,130.    1,120,300.      MT  (+/- 180 meters Scaled)
 CP1708
 CP1708                          SUPERSEDED SURVEY CONTROL
 CP1708
 CP1708  NGVD 29 (??/??/92)   22.885  (m)           75.08   (f) ADJ UNCH    2 1
 CP1708
 CP1708.Superseded values are not recommended for survey control.
 CP1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1708.See file dsdata.txt to determine how the superseded data were derived.
 CP1708
 CP1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR674449(NAD 83)
 CP1708_MARKER: DR = REFERENCE MARK DISK
 CP1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1708_STAMPING: BRUIN NO 4 1974
 CP1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1708+STABILITY: SURFACE MOTION
 CP1708
 CP1708  HISTORY     - Date     Condition        Report By
 CP1708  HISTORY     - 1974     MONUMENTED       LADH
 CP1708  HISTORY     - 1976     GOOD             USGS
 CP1708
 CP1708                          STATION DESCRIPTION
 CP1708
 CP1708'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1708'4.25 MI S FROM NEWELLTON.
 CP1708'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1708'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1708'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1708'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. THENCE ABOUT 1.05
 CP1708'MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 605.  IT IS 30.0 FEET WEST OF
 CP1708'THE CENTERLINE OF LOUISIANA HIGHWAY 605, 2.4 FEET NORTHEAST OF A POWER
 CP1708'POLE ON PROPERTY BELONGING TO JAMES WILKERSON. SET IN TOP OF A
 CP1708'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND. A STEEL WITNESS
 CP1708'POST IS SET 0.6 FOOT NORTH OF THE MARK.  SECTION 12, T 12N, R 12E.
 CP1708
 CP1708                          STATION RECOVERY (1976)
 CP1708
 CP1708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JFS)
 CP1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1710 ***********************************************************************
 CP1710  DESIGNATION -  BRUIN RM 5
 CP1710  PID         -  CP1710
 CP1710  STATE/COUNTY-  LA/TENSAS
 CP1710  USGS QUAD   -  NEWELLTON (1994)
 CP1710
 CP1710                         *CURRENT SURVEY CONTROL
 CP1710  ___________________________________________________________________
 CP1710* NAD 83(1986)-  32 01 39.     (N)    091 13 36.     (W)     SCALED    
 CP1710* NAVD 88     -        22.71   (+/-2cm)      74.5    (feet)  VERTCON   
 CP1710  ___________________________________________________________________
 CP1710  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1710
 CP1710  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1710
 CP1710.The horizontal coordinates were scaled from a topographic map and have
 CP1710.an estimated accuracy of +/- 6 seconds.
 CP1710
 CP1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1710.The vertical order pertains to the NGVD 29 superseded value.
 CP1710
 CP1710.The geoid height was determined by GEOID03.
 CP1710
 CP1710;                    North         East    Units  Estimated Accuracy
 CP1710;SPC LA N     -   170,070.    1,120,270.      MT  (+/- 180 meters Scaled)
 CP1710
 CP1710                          SUPERSEDED SURVEY CONTROL
 CP1710
 CP1710  NGVD 29 (??/??/92)   22.732  (m)           74.58   (f) ADJ UNCH    2 1
 CP1710
 CP1710.Superseded values are not recommended for survey control.
 CP1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1710.See file dsdata.txt to determine how the superseded data were derived.
 CP1710
 CP1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR674448(NAD 83)
 CP1710_MARKER: DR = REFERENCE MARK DISK
 CP1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1710_STAMPING: BRUIN NO 5 1974
 CP1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1710+STABILITY: SURFACE MOTION
 CP1710
 CP1710  HISTORY     - Date     Condition        Report By
 CP1710  HISTORY     - 1974     MONUMENTED       LADH
 CP1710  HISTORY     - 1976     GOOD             USGS
 CP1710
 CP1710                          STATION DESCRIPTION
 CP1710
 CP1710'DESCRIBED BY LA DEPT OF HIGHWAYS 1974
 CP1710'4.20 MI S FROM NEWELLTON.
 CP1710'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1710'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1710'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1710'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. THENCE ABOUT 1.00
 CP1710'MILE SOUTHWEST ALONG LOUISIANA HIGHWAY 605.  IT IS 31.6 FEET WEST OF
 CP1710'THE CENTERLINE OF LOUISIANA HIGHWAY 605, 63.8 FEET NORTH OF THE
 CP1710'NORTHWEST CORNER OF A CULVERT HEADWALL, 2.0 FEET SOUTHWEST OF A POWER
 CP1710'POLE ON PROPERTY BELONGING TO JAMES WILKERSON. SET IN TOP OF A
 CP1710'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND. A STEEL WITNESS
 CP1710'POST IS SET 0.6 FOOT NORTH OF THE MARK.  SECTION 12, T 12N, R 12E.
 CP1710
 CP1710                          STATION RECOVERY (1976)
 CP1710
 CP1710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JFS)
 CP1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1712 ***********************************************************************
 CP1712  DESIGNATION -  BRUIN RM 6 AZ MK
 CP1712  PID         -  CP1712
 CP1712  STATE/COUNTY-  LA/TENSAS
 CP1712  USGS QUAD   -  NEWELLTON (1994)
 CP1712
 CP1712                         *CURRENT SURVEY CONTROL
 CP1712  ___________________________________________________________________
 CP1712* NAD 83(1986)-  32 01 25.     (N)    091 13 51.     (W)     SCALED    
 CP1712* NAVD 88     -        22.22   (+/-2cm)      72.9    (feet)  VERTCON   
 CP1712  ___________________________________________________________________
 CP1712  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1712
 CP1712  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1712
 CP1712.The horizontal coordinates were scaled from a topographic map and have
 CP1712.an estimated accuracy of +/- 6 seconds.
 CP1712
 CP1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1712.The vertical order pertains to the NGVD 29 superseded value.
 CP1712
 CP1712.The geoid height was determined by GEOID03.
 CP1712
 CP1712;                    North         East    Units  Estimated Accuracy
 CP1712;SPC LA N     -   169,630.    1,119,880.      MT  (+/- 180 meters Scaled)
 CP1712
 CP1712                          SUPERSEDED SURVEY CONTROL
 CP1712
 CP1712  NGVD 29 (??/??/92)   22.241  (m)           72.97   (f) ADJ UNCH    2 1
 CP1712
 CP1712.Superseded values are not recommended for survey control.
 CP1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1712.See file dsdata.txt to determine how the superseded data were derived.
 CP1712
 CP1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR670444(NAD 83)
 CP1712_MARKER: DR = REFERENCE MARK DISK
 CP1712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1712_SP_SET: CULVERT
 CP1712_STAMPING: BRUIN NO 6 1974 AZ. MK.
 CP1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1712
 CP1712  HISTORY     - Date     Condition        Report By
 CP1712  HISTORY     - 1974     MONUMENTED       NGS
 CP1712
 CP1712                          STATION DESCRIPTION
 CP1712
 CP1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP1712'4.65 MI S FROM NEWELLTON.
 CP1712'ABOUT 0.45 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1712'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1712'AND 605.  THENCE ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1712'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608. THENCE ABOUT 1.45
 CP1712'MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 605.  IT IS 12.7 FEET
 CP1712'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 76.0 FEET EAST
 CP1712'OF A POWER POLE.  SET IN TOP OF THE SOUTHEAST CORNER OF A HEADWALL OF
 CP1712'A 2 BARREL, 4X4 CONCRETE CULVERT.  A STEEL WITNESS POST IS SET 1.0
 CP1712'FOOT SOUTHEAST OF THE MARK.  SECTION 22, T 12N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2731 ***********************************************************************
 BK2731  DESIGNATION -  BRULE
 BK2731  PID         -  BK2731
 BK2731  STATE/COUNTY-  LA/ACADIA
 BK2731  USGS QUAD   -  CHURCH POINT (1983)
 BK2731
 BK2731                         *CURRENT SURVEY CONTROL
 BK2731  ___________________________________________________________________
 BK2731* NAD 83(1992)-  30 22 36.63705(N)    092 14 54.02229(W)     ADJUSTED  
 BK2731* NAVD 88     -        15.0  **(meters)      49.   **(feet)  VERTCON   
 BK2731  **This station is located in a subsidence area (see below).
 BK2731  ___________________________________________________________________
 BK2731  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2731  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2731
 BK2731  HORZ ORDER  -  SECOND
 BK2731
 BK2731.The horizontal coordinates were established by classical geodetic methods
 BK2731.and adjusted by the National Geodetic Survey in January 1993..
 BK2731
 BK2731 ** The orthometric height has not been validated since last determined
 BK2731 ** by differential leveling and should not be used for control purposes.
 BK2731 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2731 ** area with valid NAVD 88 orthometric heights.
 BK2731 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2731 ** epoch indicated which incorporates improved geoid heights for the
 BK2731 ** Southern Louisiana Subsidence area.
 BK2731 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2731
 BK2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2731
 BK2731.The geoid height was determined by GEOID03.
 BK2731
 BK2731;                    North         East     Units Scale Factor Converg.
 BK2731;SPC LA S     -   208,389.971   912,055.505   MT  0.99994720   -0 27 27.1
 BK2731;SPC LA S     -   683,692.76  2,992,302.10   sFT  0.99994720   -0 27 27.1
 BK2731;UTM  15      - 3,360,783.448   572,221.461   MT  0.99966435   +0 22 48.4
 BK2731
 BK2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2731!SPC LA S     -   1.00000195  x   0.99994720  =   0.99994915
 BK2731!UTM  15      -   1.00000195  x   0.99966435  =   0.99966630
 BK2731
 BK2731|---------------------------------------------------------------------|
 BK2731| PID    Reference Object                     Distance      Geod. Az  |
 BK2731|                                                           dddmmss.s |
 BK2731| BK3394 BRULE RM 1                           15.735 METERS 04256     |
 BK2731| BK2730 BRULE LDH 1969 A                     15.665 METERS 14653     |
 BK2731| BK3395 BRULE RM 2                           14.228 METERS 15630     |
 BK2731| BK2830 BRANCH COL GULF KKM 540 MST         APPROX. 6.1 KM 1941435.2 |
 BK2731| BK3396 BRULE AZ MK                                        2181142.1 |
 BK2731|---------------------------------------------------------------------|
 BK2731
 BK2731                          SUPERSEDED SURVEY CONTROL
 BK2731
 BK2731  NAD 83(1986)-  30 22 36.65640(N)    092 14 54.01675(W) AD(       ) 2
 BK2731  NAD 27      -  30 22 35.93705(N)    092 14 53.55891(W) AD(       ) 2
 BK2731  NGVD 29 (07/19/86)   15.0    (m)           49.     (f) VERT ANG       
 BK2731
 BK2731.Superseded values are not recommended for survey control.
 BK2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2731.See file dsdata.txt to determine how the superseded data were derived.
 BK2731
 BK2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7222160783(NAD 83)
 BK2731_MARKER: DS = TRIANGULATION STATION DISK
 BK2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2731_SP_SET: CONCRETE POST
 BK2731_MARK LOGO: LADH  
 BK2731_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2731+STABILITY: SURFACE MOTION
 BK2731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2731+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1989
 BK2731
 BK2731  HISTORY     - Date     Condition        Report By
 BK2731  HISTORY     - 1969     MONUMENTED       LADH
 BK2731  HISTORY     - 1969     GOOD             LADH
 BK2731  HISTORY     - 19890718 GOOD             LADTD
 BK2731  HISTORY     - 19970604 MARK NOT FOUND   USPSQD
 BK2731
 BK2731                          STATION DESCRIPTION
 BK2731
 BK2731'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK2731'THE STATION IS LOCATED 9.7 MILES NORTH OF RAYNE AND 3.0 MILES
 BK2731'SOUTHWEST OF CHURCH POINT, ON PROPERTY OWNED BY THE LOUISIANA
 BK2731'DEPARTMENT OF HIGHWAYS.  IT IS 1.20 FEET EAST OF A METAL WITNESS
 BK2731'POST AND SIGN, 2.50 FEET EAST-SOUTHEAST OF A FENCE, 69.0 FEET
 BK2731'WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 35, 45.65
 BK2731'FEET NORTH-NORTHWEST OF THE CENTER OF THE WEST END OF A CROSS
 BK2731'DRAIN, 22.80 FEET SOUTH-SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER,
 BK2731'46.0 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 49266.  IT IS A
 BK2731'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BK2731'SURVEY DISK, STAMPED BRULE 1969 PROJECTING 3 INCHES.
 BK2731'
 BK2731'REFERENCE MARK NO. 1 IS 51.63 FEET NORTHEAST OF THE STATION.  IT IS
 BK2731'5.10 FEET EAST-NORTHEAST OF POWER POLE NO. 49266, 4.00 FEET
 BK2731'SOUTHEAST OF A FENCE, 51.50 FEET NORTHEAST OF WITNESS POST AT
 BK2731'STATION, 28.20 FEET NORTHEAST OF A CONCRETE RIGHT OF WAY MARKER,
 BK2731'AND 68.0 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 35.
 BK2731'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BK2731'SURVEY DISK, STAMPED R. M. NO. 1 BRULE 1969, PROJECTING 2 INCHES.
 BK2731'
 BK2731'REFERENCE MARK NO. 2 IS 82.34 FEET EAST OF THE STATION.  IT IS SET
 BK2731'IN THE CENTER OF THE WEST HEADWALL ON CROSS DRAIN UNDER STATE
 BK2731'HIGHWAY 35, 45.0 FEET EAST-SOUTHEAST OF A FENCE, 48.0 FEET
 BK2731'SOUTHEAST OF WITNESS POST AT STATION, 60.30 FEET SOUTH-SOUTHEAST OF
 BK2731'A CONCRETE RIGHT OF WAY MARKER, 78.60 FEET SOUTH OF POWER POLE NO.
 BK2731'49266, AND 27.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY
 BK2731'35.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BK2731'GEODETIC SURVEY DISK STAMPED R. M. NO. 2 BRULE 1969 AND IS FLUSH
 BK2731'WITH THE GROUND.
 BK2731'
 BK2731'THE AZIMUTH MARK IS 0.35 MILE SOUTH-SOUTHWEST OF THE STATION.  IT IS
 BK2731'2.00 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN, 46.30
 BK2731'FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 35, 60.0 FEET
 BK2731'WEST-NORTHWEST OF A FENCE, 118.0 FEET SOUTH-SOUTHEAST OF POWER
 BK2731'POLE NO. 49259, AND 116.0 FEET SOUTH-SOUTHEAST OF BENCH MARK 1V88
 BK2731'1968.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BK2731'GEODETIC SURVEY DISK, STAMPED AZ. MK. BRULE 1969, PROJECTING 3
 BK2731'INCHES.
 BK2731'
 BK2731'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHWEST ALONG
 BK2731'STATE HIGHWAY 35 FOR 0.35 MILE TO THE MARK SET ON THE LEFT SIDE OF
 BK2731'THE HIGHWAY.
 BK2731'
 BK2731'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 BK2731'AND STATE HIGHWAY 35 IN RAYNE, FOLLOW STATE HIGHWAY 35 NORTH FOR 9.7
 BK2731'MILES TO STATION SET ON THE LEFT NEAR A FENCE.  STATION IS 3.0
 BK2731'MILES SOUTHWEST OF CHURCH POINT, ON STATE HIGHWAY 35.
 BK2731
 BK2731                          STATION RECOVERY (1969)
 BK2731
 BK2731'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 BK2731'RECOVERED IN GOOD CONDITION.
 BK2731
 BK2731                          STATION RECOVERY (1989)
 BK2731
 BK2731'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BK2731'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF CHURCH
 BK2731'POINT AND 15.6 KM (9.70 MI) NORTH OF RAYNE.  OWNERSHIP--LOUISIANA
 BK2731'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK2731'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 95 IN
 BK2731'CHURCH POINT, GO SOUTHWEST FOR 4.8 KM (3.00 MI) ON HIGHWAY 35 OR TO
 BK2731'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2731'HIGHWAY 35 IN RAYNE, GO NORTH FOR 15.6 KM (9.70 MI) ON HIGHWAY 35 TO
 BK2731'THE MARK SET NEAR A CROSS DRAIN.
 BK2731'THE STATION IS 21.0 M (68.9 FT) NORTHWEST FROM THE CENTER OF THE
 BK2731'HIGHWAY, 13.9 M (45.6 FT) NORTH-NORTHWEST FROM THE CENTER OF THE WEST
 BK2731'END OF THE CROSS DRAIN UNDER THE HIGHWAY, 10.7 M (35.1 FT) NORTHEAST
 BK2731'FROM A POWER POLE NUMBER 49266, 0.8 M (2.6 FT) SOUTHEAST FROM A FENCE
 BK2731'AND 0.4 M (1.3 FT) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BK2731'THE MARK IS PROJECTING 8 CM (3 IN) ABOVE THE GROUND AND ABOUT LEVEL
 BK2731'WITH THE HIGHWAY.
 BK2731
 BK2731                          STATION RECOVERY (1997)
 BK2731
 BK2731'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3224 ***********************************************************************
 AU3224  DESIGNATION -  BRULE
 AU3224  PID         -  AU3224
 AU3224  STATE/COUNTY-  LA/LAFOURCHE
 AU3224  USGS QUAD   -  LABADIEVILLE (1980)
 AU3224
 AU3224                         *CURRENT SURVEY CONTROL
 AU3224  ___________________________________________________________________
 AU3224* NAD 83(1992)-  29 48 14.79475(N)    090 52 30.34344(W)     ADJUSTED  
 AU3224* NAVD 88     -         3.7  **(meters)      12.   **(feet)  VERTCON   
 AU3224  **This station is located in a subsidence area (see below).
 AU3224  ___________________________________________________________________
 AU3224  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3224  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AU3224
 AU3224  HORZ ORDER  -  SECOND
 AU3224
 AU3224.The horizontal coordinates were established by classical geodetic methods
 AU3224.and adjusted by the National Geodetic Survey in January 1993..
 AU3224
 AU3224 ** The orthometric height has not been validated since last determined
 AU3224 ** by differential leveling and should not be used for control purposes.
 AU3224 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3224 ** area with valid NAVD 88 orthometric heights.
 AU3224 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3224 ** epoch indicated which incorporates improved geoid heights for the
 AU3224 ** Southern Louisiana Subsidence area.
 AU3224 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3224
 AU3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3224
 AU3224.The geoid height was determined by GEOID03.
 AU3224
 AU3224;                    North         East     Units Scale Factor Converg.
 AU3224;SPC LA S     -   144,641.954 1,044,297.103   MT  0.99993161   +0 13 44.8
 AU3224;SPC LA S     -   474,546.14  3,426,164.75   sFT  0.99993161   +0 13 44.8
 AU3224;UTM  15      - 3,298,972.795   705,367.430   MT  1.00012040   +1 03 23.5
 AU3224
 AU3224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3224!SPC LA S     -   1.00000346  x   0.99993161  =   0.99993507
 AU3224!UTM  15      -   1.00000346  x   1.00012040  =   1.00012386
 AU3224
 AU3224|---------------------------------------------------------------------|
 AU3224| PID    Reference Object                     Distance      Geod. Az  |
 AU3224|                                                           dddmmss.s |
 AU3224| DD6406 BRULE RM 1                            8.345 METERS 02359     |
 AU3224| AU3208 THIBODAUX BELL TEL MICROWAVE        APPROX. 5.6 KM 1103449.5 |
 AU3224| DD6405 BRULE AZ MK                                        1130629.7 |
 AU3224| AU3225 BRULE LDH 1972 RM 2                  16.870 METERS 29701     |
 AU3224| AU3226 LAUREL GROVE CALDWELL STACK         APPROX. 2.5 KM 3552317.5 |
 AU3224|---------------------------------------------------------------------|
 AU3224
 AU3224                          SUPERSEDED SURVEY CONTROL
 AU3224
 AU3224  NAD 83(1986)-  29 48 14.81467(N)    090 52 30.34519(W) AD(       ) 2
 AU3224  NAD 27      -  29 48 14.06610(N)    090 52 30.00538(W) AD(       ) 2
 AU3224  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 AU3224
 AU3224.Superseded values are not recommended for survey control.
 AU3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3224.See file dsdata.txt to determine how the superseded data were derived.
 AU3224
 AU3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0536798973(NAD 83)
 AU3224_MARKER: DD = SURVEY DISK
 AU3224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3224
 AU3224  HISTORY     - Date     Condition        Report By
 AU3224  HISTORY     - 1972     MONUMENTED       LADH
 AU3224  HISTORY     - 1982     GOOD             NGS
 AU3224
 AU3224                          STATION DESCRIPTION
 AU3224
 AU3224'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU3224'THE STATION IS LOCATED 3 MILES WEST OF THIBODAUX, 6 MILES SOUTHWEST
 AU3224'OF CHACKBAY, IN THE SOUTHEAST 1/4 OF SECTION 26, T15S, R16E, AND ON
 AU3224'THE PROPERTY OWNED BY THE SOUTHERN PACIFIC RAILROAD.
 AU3224'
 AU3224'TO REACH THE STATION FROM THE INTERSECTION AT STATE HIGHWAY 1 AND 309
 AU3224'IN WEST THIBODAUX GO SOUTH ALONG STATE HIGHWAY 309 FOR 0.5 MILE TO A
 AU3224'RAILROAD CROSSING.  THE STATION IS SET ON THE RIGHT AND SOUTH OF
 AU3224'THE RAILROAD NEAR A BOX CULVERT UNDER THE RAILROAD.
 AU3224'
 AU3224'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG STATE
 AU3224'HIGHWAY 309 FOR 0.5 MILE TO STATE HIGHWAY 1, TURN RIGHT ON STATE
 AU3224'HIGHWAY 1 AND GO EAST FOR 0.4 MILE TO WAVERLEY ROAD ON THE RIGHT,
 AU3224'TURN RIGHT ON WAVERLEY ROAD AND GO SOUTH FOR 0.5 MILE TO THE MARK
 AU3224'WHICH IS SET ON THE RIGHT AND WEST OF THE ROAD NEAR A CROSSING.
 AU3224'
 AU3224'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3224'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3224'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU3224'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU3224'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU3224'STAMPED BRULE 1972.  THE MARK IS 42 FEET NORTH-NORTHEAST OF A POWER
 AU3224'POLE, 40 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 309, 13 FEET
 AU3224'SOUTHWEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 7 FEET
 AU3224'NORTH OF A CONCRETE RIGHT OF WAY HIGHWAY MARKER, AND 2 FEET NORTH
 AU3224'OF A METAL WITNESS POST AND SIGN.
 AU3224'
 AU3224'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3224'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3224'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3224'STAMPED BRULE R.M. 1 1972.  IT IS 69 FEET NORTH-NORTHEAST OF A
 AU3224'POWER POLE, 42 FEET WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY
 AU3224'309, 22 FEET NORTHEAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER,
 AU3224'13 FEET WEST OF THE NORTH END OF A WOODEN BOX CULVERT, 8 FEET
 AU3224'NORTH-NORTHEAST OF THE EAST RAIL ON THE RAILROAD.
 AU3224'
 AU3224'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3224'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3224'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3224'STAMPED BRULE R.M. 2 1972.  IT IS 97 FEET NORTHWEST OF THE CENTER
 AU3224'OF STATE HIGHWAY 309, 71 FEET NORTH-NORTHWEST OF A POWER POLE, 71
 AU3224'FEET WEST-NORTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 24
 AU3224'FEET NORTH-NORTHEAST OF THE CENTER OF A FIELD ROAD, AND 10.5
 AU3224'FEET SOUTH-SOUTHWEST OF THE WEST RAIL ON THE RAILROAD.
 AU3224'
 AU3224'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3224'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3224'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3224'STAMPED BRULE AZ. MK. 1972.  IT IS 66 FEET NORTHWEST OF THE CENTER
 AU3224'OF WAVERLEY ROAD, 57 FEET WEST OF THE SOUTH END OF A CONCRETE
 AU3224'CULVERT, 42 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A SHED,
 AU3224'13 FEET NORTHEAST OF THE EAST RAIL ON THE RAILROAD, AND 2 FEET
 AU3224'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 AU3224'
 AU3224'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU3224
 AU3224                          STATION RECOVERY (1982)
 AU3224
 AU3224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (LLA)
 AU3224'STATIONS BRULE 1972, BRULE R.M. 1 1972, BRULE AZ. MK. 1972, AND
 AU3224'BRULE R.M. 2 1972 WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3221 ***********************************************************************
 AU3221  DESIGNATION -  BRULE GUILLOT
 AU3221  PID         -  AU3221
 AU3221  STATE/COUNTY-  LA/LAFOURCHE
 AU3221  USGS QUAD   -  LABADIEVILLE (1980)
 AU3221
 AU3221                         *CURRENT SURVEY CONTROL
 AU3221  ___________________________________________________________________
 AU3221* NAD 83(1992)-  29 45 29.11124(N)    090 54 41.56126(W)     ADJUSTED  
 AU3221* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU3221  **This station is located in a subsidence area (see below).
 AU3221  ___________________________________________________________________
 AU3221  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3221  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AU3221
 AU3221  HORZ ORDER  -  FIRST
 AU3221
 AU3221.The horizontal coordinates were established by classical geodetic methods
 AU3221.and adjusted by the National Geodetic Survey in January 1993..
 AU3221
 AU3221 ** The orthometric height has not been validated since last determined
 AU3221 ** by differential leveling and should not be used for control purposes.
 AU3221 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3221 ** area with valid NAVD 88 orthometric heights.
 AU3221 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3221 ** epoch indicated which incorporates improved geoid heights for the
 AU3221 ** Southern Louisiana Subsidence area.
 AU3221 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3221.The orthometric height was scaled from a topographic map.
 AU3221
 AU3221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3221
 AU3221.The geoid height was determined by GEOID03.
 AU3221
 AU3221;                    North         East     Units Scale Factor Converg.
 AU3221;SPC LA S     -   139,527.185 1,040,792.394   MT  0.99993467   +0 12 39.2
 AU3221;SPC LA S     -   457,765.44  3,414,666.38   sFT  0.99993467   +0 12 39.2
 AU3221;UTM  15      - 3,293,807.069   701,936.271   MT  1.00010316   +1 02 13.0
 AU3221
 AU3221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3221!SPC LA S     -   1.00000357  x   0.99993467  =   0.99993824
 AU3221!UTM  15      -   1.00000357  x   1.00010316  =   1.00010673
 AU3221
 AU3221:                Primary Azimuth Mark                     Grid Az
 AU3221:SPC LA S     -  LAUREL GROVE SUGAR MILL TANK             023 36 37.5
 AU3221:UTM  15      -  LAUREL GROVE SUGAR MILL TANK             022 47 03.7
 AU3221
 AU3221|---------------------------------------------------------------------|
 AU3221| PID    Reference Object                     Distance      Geod. Az  |
 AU3221|                                                           dddmmss.s |
 AU3221| AU3223 LAUREL GROVE SUGAR MILL TANK        APPROX. 8.3 KM 0234916.7 |
 AU3221| DD6403 BRULE GUILLOT RM 1                  APPROX. 0.6 KM 0415458.7 |
 AU3221| AU3218 LEIGHTON SUGAR MILL TANK            APPROX. 7.0 KM 0501343.3 |
 AU3221| AU3217 THIBODAUX MUNICIPAL SPIPE           APPROX. 9.9 KM 0632036.4 |
 AU3221| AU3197 THIBODAUX ST JOSEPHS CH N DOME      APPROX. 9.7 KM 0660306.0 |
 AU3221| AU3196 THIBODAUX ST JOSEPHS CH S DOME      APPROX. 9.7 KM 0660732.3 |
 AU3221| AU3215 PRICE SUGAR MILL STACK              APPROX.10.8 KM 0844148.4 |
 AU3221| AU3180 SCHRIEVER SUGAR MILL METAL STK      APPROX. 9.2 KM 0990614.2 |
 AU3221| DD6404 BRULE GUILLOT RM 2                   46.016 METERS 18331     |
 AU3221| AU3188 DONNER SAWMILL WATER TANK           APPROX. 9.3 KM 2134641.8 |
 AU3221|---------------------------------------------------------------------|
 AU3221
 AU3221                          SUPERSEDED SURVEY CONTROL
 AU3221
 AU3221  NAD 83(1986)-  29 45 29.13265(N)    090 54 41.56388(W) AD(       ) 1
 AU3221  NAD 27      -  29 45 28.38276(N)    090 54 41.21983(W) AD(       ) 1
 AU3221
 AU3221.Superseded values are not recommended for survey control.
 AU3221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3221.See file dsdata.txt to determine how the superseded data were derived.
 AU3221
 AU3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0193693807(NAD 83)
 AU3221_MARKER: DS = TRIANGULATION STATION DISK
 AU3221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3221
 AU3221  HISTORY     - Date     Condition        Report By
 AU3221  HISTORY     - 1931     MONUMENTED       CGS
 AU3221  HISTORY     - 1948     GOOD             CGS
 AU3221
 AU3221                          STATION DESCRIPTION
 AU3221
 AU3221'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU3221'STATION IS ABOUT 6 MILES SW OF THIBODAUX, ON W SIDE OF MAIN
 AU3221'HIGHWAY BETWEEN THIBODAUX AND MORGAN CITY, ON SPOIL BANK ON N
 AU3221'SIDE OF THE BRULE GUILLOT CANAL, ON UNUSED LAND OWNED BY THE
 AU3221'LOUISIANA STATE HIGHWAY DEPARTMENT.
 AU3221'
 AU3221'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU3221'DISKS SET IN CONCRETE.
 AU3221'
 AU3221'UPPER MARK PROJECTS 5 INCHES.
 AU3221'
 AU3221'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND IS 2,125 FEET NE
 AU3221'OF BRIDGE OVER CANAL, 300 FEET NE OF BEND IN THE HIGHWAY, 200
 AU3221'FEET SE OF NEGRO HOUSE, 22 FEET E OF GATE AND FENCE CORNER, 18
 AU3221'FEET W OF CENTER LINE OF HIGHWAY AND 2,100.6 FEET FROM STATION
 AU3221'N 41 DEG 55 MIN E.
 AU3221'
 AU3221'REFERENCE MARK NO. 2 IS FLUSH WITH SURFACE, BETWEEN THE HIGHWAY
 AU3221'AND SMALL CANAL PARALLELING ROAD ON THE E, BETWEEN THE HIGHWAY
 AU3221'BRIDGE AND A BRIDGE CROSSING SMALL CANAL, 70 FEET N OF CANAL
 AU3221'BRIDGE, 61.0 FEET SE OF SE CORNER OF HIGHWAY BRIDGE, 11.3 FEET
 AU3221'W OF W EDGE OF SMALL CANAL, 20.5 FEET E OF THE CENTER LINE OF
 AU3221'MAIN ROAD, AND 150.97 FEET FROM STATION S 3 DEG 31 MIN W.
 AU3221'
 AU3221'TO REACH STATION FROM THIBODAUX, GO BY ROUTE 29 W ABOUT 3
 AU3221'MILES TO JUNCTION WITH ROUTE 28, THEN SW ON ROUTE 28, 4.6 MILES
 AU3221'TO STATION, WHICH IS 39 FEET W OF CENTER LINE OF HIGHWAY, 22
 AU3221'FEET N OF N SIDE OF THE CANAL, AND 35.1 FEET NW OF NW CORNER
 AU3221'OF TIMBER BRIDGE OVER CANAL (MARKED 28.-1).
 AU3221
 AU3221                          STATION RECOVERY (1948)
 AU3221
 AU3221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3221'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  R.M. 1 IS
 AU3221'DESTROYED.  R.M. 3 WAS SET IN 1948.  NEW DESCRIPTION FOLLOWS--
 AU3221'
 AU3221'STATION IS ABOUT 6 MILES SW OF THIBODAUX, ON THE W SIDE OF A
 AU3221'GRAVEL ROAD LEADING N FROM CHACAHOULA, IN A SMALL CLEARING, ON A
 AU3221'SPOIL BANK ALONG THE N SIDE OF THE BRULE GUILLOT CANAL, ON UNUSED
 AU3221'LAND OF THE LOUISIANA STATE HIGHWAY DEPARTMENT, 35 FEET N OF THE
 AU3221'NW CORNER OF A BRIDGE, AND 39 FEET W OF THE CENTER LINE OF THE
 AU3221'HIGHWAY.
 AU3221'
 AU3221'TO REACH FROM CHACAHOULA, FOLLOW A GRAVEL ROAD N ACROSS
 AU3221'THE RAILROAD TRACKS FOR ABOUT 3.7 MILES TO THE SIXTH WOODEN
 AU3221'BRIDGE AND THE STATION.
 AU3221'
 AU3221'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.
 AU3221'SURFACE MARK IS STAMPED BRULE GUILLOT 1931 AND PROJECTS ABOUT
 AU3221'18 INCHES ABOVE GROUND.
 AU3221'
 AU3221'R.M. 2 IS BETWEEN THE ROAD AND A SMALL CANAL PARALLELING THE
 AU3221'ROAD ON THE E, 70 FEET N OF A BRIDGE OVER THE CANAL, 61 FEET SE
 AU3221'OF THE SE CORNER OF THE HIGHWAY BRIDGE, 11.3 FEET W OF W BANK
 AU3221'OF SMALL CANAL, AND 20.5 FEET E OF THE CENTER LINE OF THE GRAVEL
 AU3221'ROAD.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, IS
 AU3221'STAMPED BRULE GUILLOT 1931 NO 2, AND PROJECTS ABOUT 6 INCHES
 AU3221'ABOVE THE GROUND.
 AU3221'
 AU3221'R.M. 3, 1948, IS W OF THE STATION, IN THE N SPOIL BANK OF THE
 AU3221'CANAL, 16 FEET N OF THE CANAL BANK, AND 73.4 FEET W OF NW CORNER
 AU3221'OF THE BRIDGE.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 AU3221'IS STAMPED BRULE GUILLOT 1931 NO 3, AND PROJECTS ABOUT 4 INCHES
 AU3221'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6163 ***********************************************************************
 AH6163  DESIGNATION -  BRUNET
 AH6163  PID         -  AH6163
 AH6163  STATE/COUNTY-  LA/TERREBONNE
 AH6163  USGS QUAD   -  LAKE THERIOT (1994)
 AH6163
 AH6163                         *CURRENT SURVEY CONTROL
 AH6163  ___________________________________________________________________
 AH6163* NAD 83(1992)-  29 26 14.91495(N)    090 45 10.09969(W)     ADJUSTED  
 AH6163* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6163  **This station is located in a subsidence area (see below).
 AH6163  ___________________________________________________________________
 AH6163  X           -     -73,039.165 (meters)                     COMP
 AH6163  Y           -  -5,558,667.204 (meters)                     COMP
 AH6163  Z           -   3,116,209.019 (meters)                     COMP
 AH6163  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6163  ELLIP HEIGHT-         -24.40  (meters)          (02/21/02) GPS OBS
 AH6163  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH6163
 AH6163  HORZ ORDER  -  FIRST
 AH6163  ELLP ORDER  -  FIFTH     CLASS I
 AH6163
 AH6163.The horizontal coordinates were established by GPS observations
 AH6163.and adjusted by the National Geodetic Survey in December 1998..
 AH6163
 AH6163 ** The orthometric height has not been validated since last determined
 AH6163 ** by differential leveling and should not be used for control purposes.
 AH6163 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6163 ** area with valid NAVD 88 orthometric heights.
 AH6163 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6163 ** epoch indicated which incorporates improved geoid heights for the
 AH6163 ** Southern Louisiana Subsidence area.
 AH6163 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6163.The orthometric height was determined by GPS observations and a
 AH6163.high-resolution geoid model.
 AH6163
 AH6163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6163
 AH6163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6163
 AH6163.The ellipsoidal height was determined by GPS observations
 AH6163.and is referenced to NAD 83.
 AH6163
 AH6163.The geoid height was determined by GEOID03.
 AH6163
 AH6163;                    North         East     Units Scale Factor Converg.
 AH6163;SPC LA S     -   104,058.257 1,056,324.455   MT  0.99997375   +0 17 25.0
 AH6163;SPC LA S     -   341,397.80  3,465,624.48   sFT  0.99997375   +0 17 25.0
 AH6163;UTM  15      - 3,258,557.393   717,977.710   MT  1.00018632   +1 06 17.5
 AH6163
 AH6163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6163!SPC LA S     -   1.00000383  x   0.99997375  =   0.99997758
 AH6163!UTM  15      -   1.00000383  x   1.00018632  =   1.00019015
 AH6163
 AH6163|---------------------------------------------------------------------|
 AH6163| PID    Reference Object                     Distance      Geod. Az  |
 AH6163|                                                           dddmmss.s |
 AH6163| AH6285 D 4                                 225.658 METERS 04006     |
 AH6163|---------------------------------------------------------------------|
 AH6163
 AH6163                          SUPERSEDED SURVEY CONTROL
 AH6163
 AH6163  ELLIP H (12/17/98)  -24.38   (m)                       GP(       ) 4 2
 AH6163
 AH6163.Superseded values are not recommended for survey control.
 AH6163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6163.See file dsdata.txt to determine how the superseded data were derived.
 AH6163
 AH6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1797858557(NAD 83)
 AH6163_MARKER: I = METAL ROD
 AH6163_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6163_STAMPING: BRUNET
 AH6163_MARK LOGO: LA-109
 AH6163_PROJECTION: RECESSED 10 CENTIMETERS
 AH6163_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6163+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6163_ROD/PIPE-DEPTH: 18.3 meters
 AH6163_SLEEVE-DEPTH  :  0.9 meters
 AH6163
 AH6163  HISTORY     - Date     Condition        Report By
 AH6163  HISTORY     - 1995     MONUMENTED       MPHI
 AH6163
 AH6163                          STATION DESCRIPTION
 AH6163
 AH6163'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6163'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6163'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6163'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6163'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6163'ON HWY 315 AND TRAVEL SOUTH FOR 10.2 MI (16.4 KM) AND THE STATION IS
 AH6163'ON THE LEFT.  THE STATION IS A 2 INCH DISK SET IN CONCRETE. THE
 AH6163'STATION IS 18.1 FT (5.5 M) SOUTHEAST FROM THE CENTERLINE OF HWY 315,
 AH6163'56.6 FT (17.3 M) SOUTH FROM THE POWER POLE WITH LIGHT, 45.0 FT (13.7
 AH6163'M) SOUTHEAST FROM THE END OF THE WOODEN BULKHEAD, AND 123.3 FT (37.6
 AH6163'M) NORTHEAST FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5030 ***********************************************************************
 BJ5030  DESIGNATION -  BRUSLE
 BJ5030  PID         -  BJ5030
 BJ5030  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5030  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5030
 BJ5030                         *CURRENT SURVEY CONTROL
 BJ5030  ___________________________________________________________________
 BJ5030* NAD 83(1992)-  30 23 23.84257(N)    091 14 33.73328(W)     ADJUSTED  
 BJ5030* NAVD 88     -         6.98   (+/-2cm)      22.9    (feet)  VERTCON   
 BJ5030  ___________________________________________________________________
 BJ5030  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ5030  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ5030
 BJ5030  HORZ ORDER  -  FIRST
 BJ5030  VERT ORDER  -  THIRD ? (See Below)
 BJ5030
 BJ5030.The horizontal coordinates were established by classical geodetic methods
 BJ5030.and adjusted by the National Geodetic Survey in January 1993..
 BJ5030
 BJ5030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5030.The vertical order pertains to the NGVD 29 superseded value.
 BJ5030
 BJ5030.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5030
 BJ5030.The geoid height was determined by GEOID03.
 BJ5030
 BJ5030;                    North         East     Units Scale Factor Converg.
 BJ5030;SPC LA S     -   209,495.867 1,008,709.679   MT  0.99994872   +0 02 43.1
 BJ5030;SPC LA S     -   687,321.02  3,309,408.34   sFT  0.99994872   +0 02 43.1
 BJ5030;UTM  15      - 3,363,306.997   668,833.617   MT  0.99995166   +0 53 21.1
 BJ5030
 BJ5030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5030!SPC LA S     -   1.00000318  x   0.99994872  =   0.99995190
 BJ5030!UTM  15      -   1.00000318  x   0.99995166  =   0.99995484
 BJ5030
 BJ5030:                Primary Azimuth Mark                     Grid Az
 BJ5030:SPC LA S     -  PORT ALLEN NORTH MUN TANK                018 42 05.5
 BJ5030:UTM  15      -  PORT ALLEN NORTH MUN TANK                017 51 27.5
 BJ5030
 BJ5030|---------------------------------------------------------------------|
 BJ5030| PID    Reference Object                     Distance      Geod. Az  |
 BJ5030|                                                           dddmmss.s |
 BJ5030| BJ5073 PORT ALLEN NORTH MUN TANK           APPROX. 8.1 KM 0184448.6 |
 BJ5030| BJ5025 PORT ALLEN WATER TANK               APPROX. 8.5 KM 0250135.2 |
 BJ5030| BJ5028 BATON ROUGE ST JOSEPHS SPIRE        APPROX. 8.7 KM 0380135.0 |
 BJ5030| BJ5026 BATON ROUGE STANDPIPE               APPROX. 8.2 KM 0383941.3 |
 BJ5030| BJ5027 BATON ROUGE WATER TANK              APPROX. 7.8 KM 0443205.8 |
 BJ5030| BJ5022 BRUSLY WATER TANK                   APPROX. 1.1 KM 0550731.4 |
 BJ5030| BJ5021 LOUISIANA UNIV MEMORIAL TWR         APPROX. 6.7 KM 0660443.0 |
 BJ5030| BJ4922 CONNELL                             APPROX.15.1 KM 0720126.2 |
 BJ5030| CW1163 BRUSLE RM 3                          25.132 METERS 08825     |
 BJ5030| CW1162 BRUSLE RM 1                         149.000 METERS 10438     |
 BJ5030| BJ5012 PLAQUEMINE ST JOHN CATH CH TWR      APPROX.11.0 KM 1755212.4 |
 BJ5030| BJ5008 PLAQUEMINE MUNICIPAL TANK           APPROX.11.6 KM 1774012.4 |
 BJ5030| BJ5007 PLAQUEMINE RED BALL CO TANK         APPROX.10.7 KM 1783602.5 |
 BJ5030| BJ5109 SCHWING LUMBER CO TANK              APPROX.12.5 KM 1842435.8 |
 BJ5030| CW1164 BRUSLE 2 RM 4                        17.474 METERS 23836     |
 BJ5030| BJ5029 BRUSLE 2                              7.591 METERS 29925     |
 BJ5030| BJ5075 BRUSLE 1929 RM 2                     31.814 METERS 34226     |
 BJ5030|---------------------------------------------------------------------|
 BJ5030
 BJ5030                          SUPERSEDED SURVEY CONTROL
 BJ5030
 BJ5030  NAD 83(1986)-  30 23 23.86108(N)    091 14 33.73133(W) AD(       ) 1
 BJ5030  NAD 27      -  30 23 23.17429(N)    091 14 33.33861(W) AD(       ) 1
 BJ5030  NGVD 29 (07/19/86)    6.98   (m)           22.9    (f) LEVELING    3  
 BJ5030
 BJ5030.Superseded values are not recommended for survey control.
 BJ5030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5030.See file dsdata.txt to determine how the superseded data were derived.
 BJ5030
 BJ5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6883463307(NAD 83)
 BJ5030_MARKER: DS = TRIANGULATION STATION DISK
 BJ5030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5030
 BJ5030  HISTORY     - Date     Condition        Report By
 BJ5030  HISTORY     - 1929     MONUMENTED       CGS
 BJ5030  HISTORY     - 1937     GOOD             LAGS
 BJ5030  HISTORY     - 1955     GOOD             CGS
 BJ5030  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 BJ5030  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BJ5030
 BJ5030                          STATION DESCRIPTION
 BJ5030
 BJ5030'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ5030'ABOUT 5 MILES SW OF PORT ALLEN, AND 7 MILES N OF PLAQUEMINE,
 BJ5030'AT THE BRUSLE STATION OF THE TEXAS AND PACIFIC RAILWAY,
 BJ5030'9.83 METERS (32.2 FEET) NE OF LOADING PLATFORM AT N END OF
 BJ5030'STATION, 15.15 METERS (49.7 FEET) E OF E RAIL, 16 METERS
 BJ5030'(52 FEET) S OF CENTER LINE OF E-AND-W GRAVEL ROAD, AND 20.6
 BJ5030'METERS (68 FEET) SE OF INTERSECTION OF THIS ROAD AND RAILWAY.
 BJ5030'
 BJ5030'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 BJ5030'SET IN CONCRETE.
 BJ5030'
 BJ5030'REFERENCE MARK NO. 1 IS IN FRONT OF HOME OF N HANJARAS, 7
 BJ5030'FEET W OF ENTRANCE TO HIS YARD, 23 FEET N OF CENTER LINE
 BJ5030'OF GRAVEL ROAD, 25 FEET W OF DRIVEWAY INTO MR. HANJARAS GARAGE,
 BJ5030'118 FEET W OF SMALL PLANK BRIDGE ON GRAVEL ROAD OVER SMALL
 BJ5030'CREEK, AND 149 METERS (489 FEET) FROM STATION
 BJ5030'S 75 DEG 22 MIN E.
 BJ5030'
 BJ5030'REFERENCE MARK NO. 2 IS 7.8 METERS (26 FEET) W OF NEAR RAIL
 BJ5030'OF RAILWAY, 8 METERS (26 FEET) N OF CENTER LINE OF GRAVEL
 BJ5030'ROAD, 13.1 METERS (43 FEET) SW OF RAILWAY SWITCH, AND 31.81
 BJ5030'METERS (104.4 FEET) FROM STATION N 17 DEG 34 MIN W.
 BJ5030
 BJ5030                          STATION RECOVERY (1937)
 BJ5030
 BJ5030'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BJ5030'STATION RECOVERED AS DESCRIBED.
 BJ5030
 BJ5030                          STATION RECOVERY (1955)
 BJ5030
 BJ5030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5030'THE STATION WAS VISITED ON APRIL 28, 1955.  THE STATION MARK
 BJ5030'AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BJ5030'MARK 1 WAS FOUND DESTROYED, AND THE DISK WAS USED TO ESTABLISH
 BJ5030'REFERENCE MARK 3.  THE BRUSLE RAILROAD STATION ON THE TEXAS
 BJ5030'AND PACIFIC RAILWAY HAS BEEN DISMANTLED.  A NEW DESCRIPTION
 BJ5030'FOLLOWS--
 BJ5030'
 BJ5030'THE STATION IS LOCATED ABOUT 7 MI. N OF PLAQUEMINE, 5 MI.
 BJ5030'SW OF PORT ALLEN, ABOUT 0.5 MI. W OF THE MISSISSIPPI RIVER,
 BJ5030'AT THE MAIN CROSSROAD IN BRUSLY, BETWEEN THE TRACK AND STATE
 BJ5030'HIGHWAY 1, AND ACROSS THE HIGHWAY FROM THE BRUSLY DRUG STORE
 BJ5030'OWNED BY BOUG BOURGEOIS.  IT IS 49.7 FT. E OF THE E RAIL
 BJ5030'OF THE TRACK, 52 FT. S OF THE CENTER OF AN E-W ROAD, 28
 BJ5030'FT. W OF THE CENTERLINE OF U.S. HIGHWAY 1, 68 FT. SE OF THE
 BJ5030'CENTER OF A ROAD CROSSING, 33 FT. SE OF THE FIRST TELEGRAPH
 BJ5030'POLE S OF THE ROAD, AND 58 FT. N-NE OF THE SECOND POLE S
 BJ5030'OF THE E-W ROAD.  IT IS A STANDARD DISK, STAMPED BRUSLE 1929
 BJ5030'AND SET 4 IN. BELOW THE SURFACE OF THE GROUND
 BJ5030'
 BJ5030'REFERENCE MARK 2 IS 104.4 FT. NW OF THE STATION, IN THE
 BJ5030'NW ANGLE OF THE INTERSECTION OF AN E-W ROAD AND THE RAILROAD
 BJ5030'TRACKS, 25 FT. W OF THE W RAIL OF THE TRACK, 27 FT. N OF
 BJ5030'THE CENTERLINE OF THE E-W ROAD, 6 FT. E OF A BRACE POLE FOR
 BJ5030'THE POWERLINE RUNNING E AND W, 5 FT. S OF A TELEGRAPH POLE,
 BJ5030'AND 6 FT. N OF THE CENTER OF A DITCH.  IT IS A STANDARD
 BJ5030'DISK, STAMPED BRUSLE NO 2 1929 AND IS FLUSH WITH THE GROUND
 BJ5030'
 BJ5030'REFERENCE MARK 3 IS 82.45 FT. NE OF THE STATION, IN THE SE
 BJ5030'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 1 AND AN E-W
 BJ5030'ROAD, 40 FT. E OF THE CENTERLINE OF STATE HIGHWAY 1, 18 FT.
 BJ5030'S OF THE CENTER OF THE E-W ROAD, 12 FT. NW OF A POWER POLE
 BJ5030'ON WHICH THE WIRES RUN IN FOUR DIRECTIONS, AND 40 FT. NW OF THE
 BJ5030'NW CORNER OF THE BRUSLY DRUG STORE.  IT IS A STANDARD DISK,
 BJ5030'STAMPED BRUSLE NO 3 1929 AND SET IN A DRILL HOLE IN THE NW
 BJ5030'CORNER OF A 3- BY 5-FT. CONCRETE CATCH BASIN.
 BJ5030
 BJ5030                          STATION RECOVERY (1956)
 BJ5030
 BJ5030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ5030'RECOVERED BY JACK AMMANN ENGINEERS
 BJ5030'
 BJ5030'STATION SEARCHED FOR BUT NOT RECOVERED.  RR. STATION REMOVED
 BJ5030'SEVERAL YEARS AGO.  EAST-WEST GRAVEL ROAD NOW PAVED.  ONLY
 BJ5030'ONE (1) TRACK INSTEAD OF TWO AS REFERENCED IN DESCRIPTION.
 BJ5030'TOWN IS BRUSLY INSTEAD OF BRUSLE.  NO BRIDGE IS ON PRESENT
 BJ5030'EAST-WEST ROAD.  RESIDENCE REFERRED TO HAS BEEN MOVED AND
 BJ5030'REPLACED BY ANOTHER HOUSE.  CONSIDERABLE EARTH WORK HAS BEEN
 BJ5030'DONE IN VICINITY OF LOCATION OF STATION.
 BJ5030'
 BJ5030'R.M. 2 RECOVERED AS DESCRIBED.
 BJ5030
 BJ5030                          STATION RECOVERY (1960)
 BJ5030
 BJ5030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5030'THE STATION WAS VISITED 7-19-60 AND THE STATION MARK, REFERENCE
 BJ5030'MARK NO. 2 AND REFERENCE MARK NO. 3 WERE FOUND IN GOOD CONDITION.
 BJ5030'REFERENCE MARK NO. 3 WAS MOVED AT THIS DATE DUE TO ROAD
 BJ5030'CONSTRUCTION, THE DISK WAS RECLAIMED.  DUE TO ROAD CONSTRUCTION
 BJ5030'THE STATION MAY BE DISTURBED, SINCE IT IS SET ABOUT 1 FOOT
 BJ5030'BELOW THE SHOULDER OF THE HIGHWAY, THEREFORE A NEW STATION
 BJ5030'BRUSLE 2 1960 WAS ESTABLISHED 24.86 FEET WEST OF THE STATION.
 BJ5030'REFERENCE MARK NO. 4 WAS ESTABLISHED FOR THE NEW STATION.
 BJ5030'A DISTANCE AND DIRECTION WAS ALSO TAKEN TO REFERENCE MARK
 BJ5030'NO. 4 FROM THIS STATION.  THE STATION WAS LEFT INTACT.  A
 BJ5030'NEW DESCRIPTION FOLLOWS--
 BJ5030'
 BJ5030'THE STATION IS LOCATED 3.7 MILES SOUTH ALONG STATE HIGHWAY
 BJ5030'NO. 1 FROM ITS JUNCTION WITH STATE HIGHWAY 76 AT PORT ALLEN.
 BJ5030'IT IS IN THE SOUTHWEST EDGE OF BRUSLY AT THE SOUTHWEST ANGLE
 BJ5030'OF THE INTERSECTION OF STATE HIGHWAYS NO. 1 AND 989-2 (MAIN
 BJ5030'STREET AND VAUGHN DRIVE) BETWEEN THE HIGHWAY AND THE RAILROAD
 BJ5030'TRACK.  IT IS 24.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 BJ5030'49.5 FEET EAST OF THE EAST RAIL OF THE TRACKS 52.5 FEET
 BJ5030'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 989-2, 33 FEET
 BJ5030'SOUTHEAST OF A POWER POLE, 56 FEET NORTHWEST OF A POWER
 BJ5030'POLE, AND 1 FOOT BELOW THE SURFACE OF THE GROUND.  IT IS A
 BJ5030'STANDARD DISK, STAMPED BRUSLE 1929.
 BJ5030'
 BJ5030'REFERENCE MARK NO. 2 IS 104.40 FEET NORTHWEST OF THE STATION,
 BJ5030'24.9 FEET WEST OF THE WEST RAIL OF THE TRACKS, 24 FEET NORTH
 BJ5030'OF STATE HIGHWAY 989-2, 2.5 FEET SOUTH OF A TELEGRAPH POLE,
 BJ5030'6 FEET NORTH OF AN ANCHOR POLE FOR A TALL POLE WEST OF THE
 BJ5030'TRACKS AND SOUTH OF THE SIDE ROAD, AND 16 FEET WEST-NORTHWEST
 BJ5030'OF THE WEST END OF A CONCRETE CULVERT UNDER THE TRACKS.
 BJ5030'IT IS A STANDARD DISK, STAMPED BRUSLE NO 2 1929, FLUSH WITH
 BJ5030'THE GROUND.
 BJ5030'
 BJ5030'REFERENCE MARK NO. 4 IS 57.33 FEET SOUTHEAST OF THE STATION,
 BJ5030'24.3 FEET EAST OF THE EAST RAIL OF THE TRACK, 49.7 FEET
 BJ5030'WEST OF THE CENTERLINE OF THE HIGHWAY, 100 FEET SOUTH OF THE
 BJ5030'CENTERLINE OF HIGHWAY 989-2, 2 FEET WEST-NORTHWEST OF THE
 BJ5030'2ND TELEGRAPH POLE SOUTH OF THE HIGHWAY AND 1.5 FEET SOUTHWEST
 BJ5030'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BJ5030'BRUSLE 2 NO 4 1960, PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2940 ***********************************************************************
 AU2940  DESIGNATION -  BRUSLE
 AU2940  PID         -  AU2940
 AU2940  STATE/COUNTY-  LA/LAFOURCHE
 AU2940  USGS QUAD   -  GOLDEN MEADOW FARMS (1994)
 AU2940
 AU2940                         *CURRENT SURVEY CONTROL
 AU2940  ___________________________________________________________________
 AU2940* NAD 83(1992)-  29 29 32.74414(N)    090 09 35.95074(W)     ADJUSTED  
 AU2940* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2940  **This station is located in a subsidence area (see below).
 AU2940  ___________________________________________________________________
 AU2940  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AU2940  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AU2940
 AU2940  HORZ ORDER  -  SECOND
 AU2940
 AU2940.The horizontal coordinates were established by classical geodetic methods
 AU2940.and adjusted by the National Geodetic Survey in January 1993..
 AU2940
 AU2940 ** The orthometric height has not been validated since last determined
 AU2940 ** by differential leveling and should not be used for control purposes.
 AU2940 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2940 ** area with valid NAVD 88 orthometric heights.
 AU2940 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2940 ** epoch indicated which incorporates improved geoid heights for the
 AU2940 ** Southern Louisiana Subsidence area.
 AU2940 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2940.The orthometric height was scaled from a topographic map.
 AU2940
 AU2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2940
 AU2940.The geoid height was determined by GEOID03.
 AU2940
 AU2940;                    North         East     Units Scale Factor Converg.
 AU2940;SPC LA S     -   110,589.052 1,113,777.575   MT  0.99996485   +0 35 12.1
 AU2940;SPC LA S     -   362,824.25  3,654,118.59   sFT  0.99996485   +0 35 12.1
 AU2940;UTM  15      - 3,265,905.953   775,354.414   MT  1.00053565   +1 23 56.6
 AU2940
 AU2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2940!SPC LA S     -   1.00000389  x   0.99996485  =   0.99996874
 AU2940!UTM  15      -   1.00000389  x   1.00053565  =   1.00053955
 AU2940
 AU2940|---------------------------------------------------------------------|
 AU2940| PID    Reference Object                     Distance      Geod. Az  |
 AU2940|                                                           dddmmss.s |
 AU2940| DD6407 BRUSLE RM 1                          24.913 METERS 02359     |
 AU2940| AU2824 CUT                                 APPROX.14.7 KM 0352317.4 |
 AU2940| DD6408 BRUSLE RM 2                          15.920 METERS 12317     |
 AU2940| AU2939 BRU                                 APPROX. 4.6 KM 2622934.6 |
 AU2940|---------------------------------------------------------------------|
 AU2940
 AU2940                          SUPERSEDED SURVEY CONTROL
 AU2940
 AU2940  NAD 83(1986)-  29 29 32.75960(N)    090 09 35.95697(W) AD(       ) 2
 AU2940  NAD 27      -  29 29 31.97400(N)    090 09 35.68400(W) AD(       ) 2
 AU2940
 AU2940.Superseded values are not recommended for survey control.
 AU2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2940.See file dsdata.txt to determine how the superseded data were derived.
 AU2940
 AU2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7535465906(NAD 83)
 AU2940_MARKER: DS = TRIANGULATION STATION DISK
 AU2940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2940_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2940
 AU2940  HISTORY     - Date     Condition        Report By
 AU2940  HISTORY     - 1934     MONUMENTED       CGS
 AU2940  HISTORY     - 1940     GOOD             SHELL
 AU2940  HISTORY     - 1952     POOR             CGS
 AU2940  HISTORY     - 1952     POOR             HUMBLE
 AU2940
 AU2940                          STATION DESCRIPTION
 AU2940
 AU2940'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2940'ON THE EASTERN SIDE OF A LONG POINT OF LAND EXTENDING N
 AU2940'INTO LITTLE LAKE, 150 METERS (492 FEET) S OF THE END OF
 AU2940'THE POINT, 45 METERS (148 FEET) W OF THE NEAREST HIGH-WATER
 AU2940'MARK, AND IMMEDIATELY IN FRONT OF A LARGE POND.  THERE IS A
 AU2940'LARGE GROUP OF LIVE OAK TREES AT THE SOUTHERN END OF THE POINT.
 AU2940'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU2940'IN CONCRETE IN THE TOPS OF TILES WHICH ARE FASTENED BY MEANS
 AU2940'OF CONCRETE TO THE UPPER END OF LONG WOODEN PILES DRIVEN
 AU2940'INTO THE MARSH.
 AU2940'
 AU2940'REFERENCE MARK NO. 1 IS 24.913 METERS (81.74 FEET) FROM THE
 AU2940'STATION N 23 DEG 59 MIN E.  REFERENCE MARK
 AU2940'NO. 2 IS 15.920 METERS (52.23 FEET) FROM THE STATION
 AU2940'S 56 DEG 43 MIN E.  THE DISTANCE BETWEEN THE REFERENCE
 AU2940'MARKS IS 31.668 METERS (103.90 FEET).
 AU2940
 AU2940                          STATION RECOVERY (1940)
 AU2940
 AU2940'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2940'RECOVERED IN GOOD CONDITION.
 AU2940'
 AU2940'PART OF THE ORIGINAL DESCRIPTION CALLS FOR THE STATION TO
 AU2940'BE 492 FEET S OF THE END OF THE POINT, AND 148 FEET W OF
 AU2940'THE NEAREST HIGH-WATER MARK.
 AU2940'
 AU2940'AT THE PRESENT TIME THE STATION IS ONLY 80 FEET S OF THE END
 AU2940'OF THE POINT AND 27 FEET SW OF THE NEAREST HIGH-WATER MARK.
 AU2940'
 AU2940'THE TWO REFERENCE MARKS ARE BOTH IN THE WATER AT THE PRESENT
 AU2940'TIME.
 AU2940
 AU2940                          STATION RECOVERY (1952)
 AU2940
 AU2940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2940'STATION WAS RECOVERED IN VERY POOR CONDITION.  BOTH REFERENCE
 AU2940'MARKS HAVE BEEN WASHED OUT THROUGH EROSION OF THE MARSH.
 AU2940'
 AU2940'STATION IS LOCATED ABOUT 300 FT. OFFSHORE, E OF A POINT OF
 AU2940'LAND, AND IN 4 FT. OF WATER.  IT IS A STANDARD DISK, STAMPED
 AU2940'BRUSLE 1934 AND SET IN THE TOP OF A 10-IN. TILE FILLED WITH
 AU2940'CONCRETE.  THE MONUMENT IS VERY UNSTEADY AND WILL PROBABLY
 AU2940'BE WASHED OUT SOON.  AT THE TIME THAT THE STATION WAS VISITED,
 AU2940'THERE WAS A 10-FT. STAND IN PLACE OVER THE STATION.
 AU2940
 AU2940                          STATION RECOVERY (1952)
 AU2940
 AU2940'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1952
 AU2940'STATION IS VERY UNSTABLE AND SUBJECT TO WAVE ACTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5029 ***********************************************************************
 BJ5029  DESIGNATION -  BRUSLE 2
 BJ5029  PID         -  BJ5029
 BJ5029  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5029  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5029
 BJ5029                         *CURRENT SURVEY CONTROL
 BJ5029  ___________________________________________________________________
 BJ5029* NAD 83(1992)-  30 23 23.96361(N)    091 14 33.98097(W)     ADJUSTED  
 BJ5029* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 BJ5029  ___________________________________________________________________
 BJ5029  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ5029  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ5029
 BJ5029  HORZ ORDER  -  SECOND
 BJ5029
 BJ5029.The horizontal coordinates were established by classical geodetic methods
 BJ5029.and adjusted by the National Geodetic Survey in January 1993..
 BJ5029.No horizontal observational check was made to the station.
 BJ5029
 BJ5029.The orthometric height was scaled from a topographic map.
 BJ5029
 BJ5029.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5029
 BJ5029.The geoid height was determined by GEOID03.
 BJ5029
 BJ5029;                    North         East     Units Scale Factor Converg.
 BJ5029;SPC LA S     -   209,499.589 1,008,703.064   MT  0.99994872   +0 02 43.0
 BJ5029;SPC LA S     -   687,333.23  3,309,386.64   sFT  0.99994872   +0 02 43.0
 BJ5029;UTM  15      - 3,363,310.621   668,826.948   MT  0.99995164   +0 53 21.0
 BJ5029
 BJ5029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5029!SPC LA S     -   1.00000318  x   0.99994872  =   0.99995190
 BJ5029!UTM  15      -   1.00000318  x   0.99995164  =   0.99995482
 BJ5029
 BJ5029:                Primary Azimuth Mark                     Grid Az
 BJ5029:SPC LA S     -  BATON ROUGE STATE CAPITOL CUP            035 32 20.1
 BJ5029:UTM  15      -  BATON ROUGE STATE CAPITOL CUP            034 41 42.1
 BJ5029
 BJ5029|---------------------------------------------------------------------|
 BJ5029| PID    Reference Object                     Distance      Geod. Az  |
 BJ5029|                                                           dddmmss.s |
 BJ5029| BJ5020 BATON ROUGE STATE CAPITOL CUP       APPROX. 9.1 KM 0353503.1 |
 BJ5029| BJ5323 BRUSLE 2 AZ MK                      APPROX. 0.5 KM 0434152.7 |
 BJ5029| BJ5030 BRUSLE                                7.591 METERS 11925     |
 BJ5029| CW1164 BRUSLE 2 RM 4                        15.258 METERS 21309     |
 BJ5029| CS7240 BRUSLY AT/T MICROWAVE                              21321     |
 BJ5029| CS7238 BRUSLE 2 RM 5                        26.673 METERS 35330     |
 BJ5029| BJ5075 BRUSLE 1929 RM 2                     26.770 METERS 35335     |
 BJ5029|---------------------------------------------------------------------|
 BJ5029
 BJ5029                          SUPERSEDED SURVEY CONTROL
 BJ5029
 BJ5029  NAD 83(1986)-  30 23 23.98213(N)    091 14 33.97902(W) AD(       ) 2
 BJ5029  NAD 27      -  30 23 23.29513(N)    091 14 33.58594(W) AD(       ) 2
 BJ5029
 BJ5029.Superseded values are not recommended for survey control.
 BJ5029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5029.See file dsdata.txt to determine how the superseded data were derived.
 BJ5029
 BJ5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6882763311(NAD 83)
 BJ5029_MARKER: DS = TRIANGULATION STATION DISK
 BJ5029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5029_STAMPING: BRUSLE 2 1960
 BJ5029_MARK LOGO: CGS   
 BJ5029_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5029+STABILITY: SURFACE MOTION
 BJ5029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5029+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1985
 BJ5029
 BJ5029  HISTORY     - Date     Condition        Report By
 BJ5029  HISTORY     - 1960     MONUMENTED       CGS
 BJ5029  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ5029  HISTORY     - 19850701 GOOD             NGS
 BJ5029
 BJ5029                          STATION DESCRIPTION
 BJ5029
 BJ5029'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5029'THE STATION IS LOCATED 3.7 MILES SOUTH ALONG STATE HIGHWAY
 BJ5029'1 FROM ITS JUNCTION WITH STATE HIGHWAY 76 AT PORT ALLEN, AT THE
 BJ5029'SOUTHWEST EDGE OF BRUSLY AND IN THE SOUTHWEST ANGLE OF THE
 BJ5029'INTERSECTION OF STATE HIGHWAY NO. 1 AND 989-2 BETWEEN THE
 BJ5029'HIGHWAY AND THE RAILROAD TRACK.  IT IS 24.7 FEET EAST OF THE
 BJ5029'EAST RAIL OF THE TRACK, 49 FEET WEST OF THE CENTERLINE OF
 BJ5029'THE HIGHWAY, 50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BJ5029'989-2, 26.3 FEET SOUTH OF A TELEGRAPH POLE, 50.1 FEET NORTH
 BJ5029'OF THE 2ND TELEGRAPH POLE SOUTH OF THE ROAD, 6 FEET
 BJ5029'NORTH-NORTHWEST OF THE BELL TELEPHONES 4 BY 4 CONCRETE
 BJ5029'WITNESS POST, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 BJ5029'IT IS A STANDARD DISK, STAMPED BRUSLE 2 1960, PROJECTING
 BJ5029'6 INCHES.
 BJ5029'
 BJ5029'REFERENCE MARK NO. 2 IS 87.25 FEET NORTHWEST OF THE STATION,
 BJ5029'24.9 FEET WEST OF THE WEST RAIL OF THE TRACK, 24 FEET NORTH
 BJ5029'OF THE CENTERLINE OF STATE HIGHWAY 989-2, 2.5 FEET SOUTH
 BJ5029'OF A TELEGRAPH POLE, 6 FEET NORTH OF A ANCHOR POLE FOR A
 BJ5029'TALL POLE WEST OF THE TRACK AND SOUTH OF THE ROAD, AND 16
 BJ5029'FEET NORTHWEST OF THE WEST END OF A CONCRETE CULVERT UNDER
 BJ5029'THE TRACKS.  IT IS A STANDARD DISK, STAMPED BRUSLE NO 2
 BJ5029'1931, FLUSH WITH THE GROUND.
 BJ5029'
 BJ5029'REFERENCE MARK NO. 4 IS 50.16 FEET SOUTH OF THE STATION,
 BJ5029'24.3 FEET EAST OF THE EAST RAIL OF THE TRACK, 49.7 FEET WEST
 BJ5029'OF THE CENTERLINE OF THE HIGHWAY, 100 FEET SOUTH OF THE
 BJ5029'CENTERLINE OF STATE HIGHWAY 989-2, 2 FEET WEST-NORTHWEST
 BJ5029'OF THE 2ND POLE SOUTH OF THE ROAD CROSSING THE TRACKS, AND
 BJ5029'1.5 FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BJ5029'DISK, STAMPED BRUSLE 2 NO 4 1960, PROJECTING 6 INCHES.
 BJ5029
 BJ5029                          STATION RECOVERY (1965)
 BJ5029
 BJ5029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BJ5029'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 BJ5029
 BJ5029                          STATION RECOVERY (1985)
 BJ5029
 BJ5029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (SLC)
 BJ5029'THE SURFACE STATION MARK WAS VISITED IN FEBUARY 1984, THE SURFACE
 BJ5029'STATION MARK AND REFERENCE MARK NO 4 WAS RECOVERED IN GOOD CONDITION,
 BJ5029'REFERENCE MARK NO 2 WAS RECOVERED AND FOUND TILTED, THIS DATE.
 BJ5029'REFERENCE NO 2 WAS STRAIGHTEN, REINFORCED, AND RESTAMPED BRUSLE 2 NO 5
 BJ5029'1929 1984.  THIS DATE DISTANCE AND DIRECTION WERE MADE BETWEEN THE
 BJ5029'REFERENCE MARKS USING AN UNIDENTIFIED TOWER FOR THE INITIAL, THE
 BJ5029'STATION WAS VISITED AGAIN IN OCTOBER 1984 AND AN AZIMUTH MARK WAS SET,
 BJ5029'DISTANCES AND DIRECTION WERE MADE TO THE AZIMUTH MARK AND REFERENCE
 BJ5029'MARKS USING THE SAME UNIDENTIFIED TOWER FOR THE INITIAL.  THE STATION
 BJ5029'WAS VISITED AGAIN IN JULY 1985, AND MEASUREMENTS WERE MADE TO POSITION
 BJ5029'THE AZIMUTH MARK.  THE BATON ROUGE STATE CAPITOL, CUPOLA A POSITIONED
 BJ5029'INTERSECTION STATION WAS USED TO DETERMINE THE AZIMUTH TO THE NEW
 BJ5029'AZIMUTH MARK.
 BJ5029' 
 BJ5029'THE STATION IS LOCATED ABOUT 6 KM (3.7 MI) SOUTH ALONG STATE HIGHWAY 1
 BJ5029'FROM ITS JUNCTION WITH STATE HIGHWAY 76 AT PORT ALLEN, AT THE
 BJ5029'SOUTHWEST EDGE OF THE TOWN BRUSLY AND IN THE SOUTHWEST ANGLE OF THE
 BJ5029'INTERSECTION OF STATE HIGHWAY 1 AND STATE HIGHWAY 989-2 BETWEEN
 BJ5029'HIGHWAY 1 AND THE RAILROAD TRACKS.
 BJ5029' 
 BJ5029'TO REACH THE STATION FROM PORT ALLEN DRIVE SOUTH ALONG STATE HIGHWAY 1
 BJ5029'FOR 8 KM (5 MI) TO THE MAIN CROSSROAD IN BRUSLY.
 BJ5029' 
 BJ5029'THE STATION IS A STANDARD NGS DISK STAMPED--BRUSLE 2 1960--, SET INTO
 BJ5029'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 BJ5029'FLUSH WITH GRUND LOCATED 50 FT (15.2 M) NW FROM THE CENTER OF THE
 BJ5029'SOUTHBOUND LANE HIGHWAY 1, 51 FT (15.5 M) SSW FROM THE CENTER OF
 BJ5029'HIGHWAY 989-2, 25 FT (7.6 M) SE FROM THE EAST RAIL OF THE TEXAS,
 BJ5029'PACIFIC RAILROAD, 29 FT (8.8 M) W FROM THE CEMENT CULVERT UNDER
 BJ5029'HIGHWAY 1, AND 1 FT (0.3 M) SE FROM THE METAL WITNESS POST WITH SIGN
 BJ5029'ATTACHED.
 BJ5029' 
 BJ5029'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS DATE.
 BJ5029' 
 BJ5029'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--BRUSLE 2 1929 NO 5
 BJ5029'1984--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 BJ5029'CM ON SIDE FLUSH WITH GROUND LOCATED 27 FT (8.2 M) N FROM THE CENTER
 BJ5029'OF HIGHWAY 989-2, 25 FT (7.6 M) WNW FROM THE WEST RAIL OF THE TEXAS,
 BJ5029'PACIFIC RAILROAD, 16.5 FT (5 M) NW FROM THE WEST END OF A CEMENT
 BJ5029'CULVERT UNDER RAILROAD TRACK, AND 6 FT (1.8 M) E FROM THE METAL
 BJ5029'WITNESS POST WITH SIGN ATTACHED.
 BJ5029' 
 BJ5029'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--BRUSLE 2 NO 4
 BJ5029'1960--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 BJ5029'CM ON SIDE PROJECTING 6 INCHES OR 2.4 CM ABOVE THE GROUND LOCATED 100
 BJ5029'FT (30.5 M) S FROM THE CENTER OF HIGHWAY 989-2, 49.5 FT (15.1 M) W
 BJ5029'FROM THE CENTER OF HIGHWAY 1, 24.5 FT (7.5 M) E FROM THE EAST RAIL OF
 BJ5029'THE TEXAS, PACIFIC RAILROAD, AND 1.5 FT (0.5 M) SW FROM A METAL
 BJ5029'WITNESS POST WITH SIGN ATTACHED.
 BJ5029' 
 BJ5029'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--BRUSLE 2 1960 1984--,
 BJ5029'LOCATED 128.5 FT (39.2 M) N FROM THE WEST CORNER OF BRUSLY HIGH
 BJ5029'SCHOOL, 48 FT (14.6 M) WSW FROM THE WEST SOUTHWEST SIDE OF BRUSLY HIGH
 BJ5029'SCHOOL, 50 FT (15.2 M) E FROM A FLAG POLE IN FRONT OF BRUSLY HIGH
 BJ5029'SCHOOL, AND 33.5 FT (10.2 M) S FROM THE CENTER OF A DOUBLE BRICKED
 BJ5029'ARCH IN FRONT OF SCHOOL.
 BJ5029' 
 BJ5029'TO REACH THE AZIMUTH MARK FROM THE STATION MARK GO NORTH ALONG STATE
 BJ5029'HIGHWAY 1 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK SET IN A DRILL HOLE,
 BJ5029'IN A CONCRETE SLAB SUPPORTING A DOUBLE BRICKED ARCH IN FRONT OF THE
 BJ5029'BRUSLY HIGH SCHOOL ON THE EAST SIDE OF HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5323 ***********************************************************************
 BJ5323  DESIGNATION -  BRUSLE 2 AZ MK
 BJ5323  PID         -  BJ5323
 BJ5323  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5323  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5323
 BJ5323                         *CURRENT SURVEY CONTROL
 BJ5323  ___________________________________________________________________
 BJ5323* NAD 83(1992)-  30 23 35.78059(N)    091 14 20.95531(W)     ADJUSTED  
 BJ5323* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 BJ5323  ___________________________________________________________________
 BJ5323  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ5323  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ5323
 BJ5323  HORZ ORDER  -  THIRD
 BJ5323
 BJ5323.The horizontal coordinates were established by classical geodetic methods
 BJ5323.and adjusted by the National Geodetic Survey in January 1993..
 BJ5323.No horizontal observational check was made to the station.
 BJ5323
 BJ5323.The orthometric height was scaled from a topographic map.
 BJ5323
 BJ5323.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5323
 BJ5323.The geoid height was determined by GEOID03.
 BJ5323
 BJ5323;                    North         East     Units Scale Factor Converg.
 BJ5323;SPC LA S     -   209,863.745 1,009,050.484   MT  0.99994911   +0 02 49.5
 BJ5323;SPC LA S     -   688,527.97  3,310,526.46   sFT  0.99994911   +0 02 49.5
 BJ5323;UTM  15      - 3,363,679.856   669,168.968   MT  0.99995306   +0 53 27.9
 BJ5323
 BJ5323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5323!SPC LA S     -   1.00000322  x   0.99994911  =   0.99995233
 BJ5323!UTM  15      -   1.00000322  x   0.99995306  =   0.99995628
 BJ5323
 BJ5323                          SUPERSEDED SURVEY CONTROL
 BJ5323
 BJ5323  NAD 83(1986)-  30 23 35.79875(N)    091 14 20.95292(W) AD(       ) 3
 BJ5323
 BJ5323.Superseded values are not recommended for survey control.
 BJ5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5323.See file dsdata.txt to determine how the superseded data were derived.
 BJ5323
 BJ5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6916963680(NAD 83)
 BJ5323_MARKER: DZ = AZIMUTH MARK DISK
 BJ5323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5323_STAMPING: BRUSLE 2 1960 1984
 BJ5323_MARK LOGO: NGS   
 BJ5323_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5323+STABILITY: SURFACE MOTION
 BJ5323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5323+SATELLITE: SATELLITE OBSERVATIONS - 1984
 BJ5323
 BJ5323  HISTORY     - Date     Condition        Report By
 BJ5323  HISTORY     - 1984     MONUMENTED       NGS
 BJ5323  HISTORY     - UNK      SEE DESCRIPTION
 BJ5323
 BJ5323                          STATION DESCRIPTION
 BJ5323
 BJ5323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 BJ5323'THE STATION IS LOCATED AT THE BRUSLY HIGH SCHOOL.
 BJ5323' 
 BJ5323'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 1 AND 76
 BJ5323'IN PORT ALLEN, DRIVE SOUTH ALONG STATE HIGHWAY 1 FOR 5.5 KM (3.4
 BJ5323'MILES) TO THE AZIMUTH MARK ON THE LEFT SIDE OF HIGHWAY 1 IN FRONT OF
 BJ5323'THE BRUSLY HIGH SCHOOL.
 BJ5323' 
 BJ5323'THE STATION IS A STANDARD NGS DISK STAMPED--BRUSLE 2 1960 1984--,
 BJ5323'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB SUPPORTING A DOUBLE
 BJ5323'BRICKED ARCH IN FRONT OF THE BRUSLY HIGH SCHOOL ON THE EAST SIDE OF
 BJ5323'THE HIGHWAY.  IT IS LOCATED 128.5 FT (39.2 M) N FROM THE WEST CORNER
 BJ5323'OF BRUSLY HIGH SCHOOL, 18 FT (14.6 M) WSW FROM THE WEST SOUTHWEST SIDE
 BJ5323'OF THE SCHOOL, 52 FT (15.2 M) E FROM A FLAG POLE IN FRONT OF THE
 BJ5323'SCHOOL, AND 33.5 FT (10.2 M) S FROM THE CENTER OF A DOUBLE BRICKED
 BJ5323'ARCH IN FRONT OF SCHOOL.
 BJ5323
 BJ5323                          STATION RECOVERY (UNK )
 BJ5323
 BJ5323'RECOVERED UNK
 BJ5323'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5022 ***********************************************************************
 BJ5022  DESIGNATION -  BRUSLY WATER TANK
 BJ5022  PID         -  BJ5022
 BJ5022  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5022  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5022
 BJ5022                         *CURRENT SURVEY CONTROL
 BJ5022  ___________________________________________________________________
 BJ5022* NAD 83(1992)-  30 23 45.07920(N)    091 13 58.58103(W)     ADJUSTED  
 BJ5022* NAVD 88     -                                                        
 BJ5022  ___________________________________________________________________
 BJ5022  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5022  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ5022
 BJ5022  HORZ ORDER  -  THIRD
 BJ5022
 BJ5022.The horizontal coordinates were established by classical geodetic methods
 BJ5022.and adjusted by the National Geodetic Survey in January 1993..
 BJ5022
 BJ5022
 BJ5022.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5022
 BJ5022.The geoid height was determined by GEOID03.
 BJ5022
 BJ5022;                    North         East     Units Scale Factor Converg.
 BJ5022;SPC LA S     -   210,150.580 1,009,647.494   MT  0.99994942   +0 03 00.7
 BJ5022;SPC LA S     -   689,469.03  3,312,485.15   sFT  0.99994942   +0 03 00.7
 BJ5022;UTM  15      - 3,363,975.456   669,761.691   MT  0.99995554   +0 53 39.5
 BJ5022
 BJ5022                          SUPERSEDED SURVEY CONTROL
 BJ5022
 BJ5022  NAD 83(1986)-  30 23 45.09764(N)    091 13 58.57913(W) AD(       ) 4
 BJ5022  NAD 27      -  30 23 44.41188(N)    091 13 58.18494(W) AD(       ) 3
 BJ5022
 BJ5022.Superseded values are not recommended for survey control.
 BJ5022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5022.See file dsdata.txt to determine how the superseded data were derived.
 BJ5022
 BJ5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6976263975(NAD 83)
 BJ5022_MARKER: 53 = ELEVATED TANK
 BJ5022
 BJ5022  HISTORY     - Date     Condition        Report By
 BJ5022  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ5022  HISTORY     - 1955     GOOD             CGS
 BJ5022
 BJ5022                          STATION DESCRIPTION
 BJ5022
 BJ5022'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5022'THE STATION IS LOCATED 0.5 MI. N AND 0.35 MI. W OF TRIANGULATION
 BJ5022'STATION BURSLY, AND AT THE CINCLARE SUGAR MILLS.  IT IS A
 BJ5022'FOUR-LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP.
 BJ5022'IT IS ABOUT 125 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3296 ***********************************************************************
 CQ3296  DESIGNATION -  BRYSON
 CQ3296  PID         -  CQ3296
 CQ3296  STATE/COUNTY-  LA/CADDO
 CQ3296  USGS QUAD   -  BLANCHARD (1982)
 CQ3296
 CQ3296                         *CURRENT SURVEY CONTROL
 CQ3296  ___________________________________________________________________
 CQ3296* NAD 83(1992)-  32 33 39.38473(N)    093 58 38.03464(W)     ADJUSTED  
 CQ3296* NAVD 88     -        84.71   (+/-2cm)     277.9    (feet)  VERTCON   
 CQ3296  ___________________________________________________________________
 CQ3296  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CQ3296  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ3296
 CQ3296  HORZ ORDER  -  FIRST
 CQ3296  VERT ORDER  -  THIRD ? (See Below)
 CQ3296
 CQ3296.The horizontal coordinates were established by classical geodetic methods
 CQ3296.and adjusted by the National Geodetic Survey in February 1996..
 CQ3296
 CQ3296.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3296.The vertical order pertains to the NGVD 29 superseded value.
 CQ3296
 CQ3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3296
 CQ3296.The geoid height was determined by GEOID03.
 CQ3296
 CQ3296;                    North         East     Units Scale Factor Converg.
 CQ3296;SPC LA N     -   229,457.752   861,275.638   MT  0.99997760   -0 46 51.6
 CQ3296;SPC LA N     -   752,812.64  2,825,701.82   sFT  0.99997760   -0 46 51.6
 CQ3296;SPC TXNC     - 2,108,307.331 1,024,578.415   MT  0.99990905   +2 28 00.1
 CQ3296;SPC TXNC     - 6,917,004.97  3,361,471.02   sFT  0.99990905   +2 28 00.1
 CQ3296;UTM  15      - 3,603,035.530   408,259.724   MT  0.99970378   -0 31 33.5
 CQ3296
 CQ3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3296!SPC LA N     -   0.99999080  x   0.99997760  =   0.99996840
 CQ3296!SPC TXNC     -   0.99999080  x   0.99990905  =   0.99989985
 CQ3296!UTM  15      -   0.99999080  x   0.99970378  =   0.99969458
 CQ3296
 CQ3296|---------------------------------------------------------------------|
 CQ3296| PID    Reference Object                     Distance      Geod. Az  |
 CQ3296|                                                           dddmmss.s |
 CQ3296| CX7375 WEST GABLED END SMALL HOUSE          39.014 METERS 11141     |
 CQ3296| CX5086 BRYSON RM 3                          39.788 METERS 16836     |
 CQ3296| CX5084 BRYSON RM 1                                        18724     |
 CQ3296| CX5083 BRYSON AZ MK                                       1872416.9 |
 CQ3296| CQ3297 BRYSON RM                           202.970 METERS 19411     |
 CQ3296| CR1067 LEIGH 2                             APPROX.15.2 KM 2724543.3 |
 CQ3296| CR1064 SOUTHWESTERN BELL TV TOWER          APPROX.12.6 KM 2921805.2 |
 CQ3296| CX5085 BRYSON RM 2                          32.903 METERS 29855     |
 CQ3296|---------------------------------------------------------------------|
 CQ3296
 CQ3296                          SUPERSEDED SURVEY CONTROL
 CQ3296
 CQ3296  NAD 83(1992)-  32 33 39.38816(N)    093 58 38.03205(W) AD(       ) 1
 CQ3296  NAD 83(1986)-  32 33 39.39543(N)    093 58 38.02446(W) AD(       ) 1
 CQ3296  NAD 27      -  32 33 38.85100(N)    093 58 37.37000(W) AD(       ) 1
 CQ3296  NGVD 29 (07/19/86)   84.78   (m)          278.1    (f) LEVELING    3  
 CQ3296
 CQ3296.Superseded values are not recommended for survey control.
 CQ3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3296.See file dsdata.txt to determine how the superseded data were derived.
 CQ3296
 CQ3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0826003036(NAD 83)
 CQ3296_MARKER: DS = TRIANGULATION STATION DISK
 CQ3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3296
 CQ3296  HISTORY     - Date     Condition        Report By
 CQ3296  HISTORY     - 1930     MONUMENTED       CGS
 CQ3296  HISTORY     - 1935     GOOD             LAGS
 CQ3296  HISTORY     - 1950     GOOD             CGS
 CQ3296  HISTORY     - 1956     GOOD             CGS
 CQ3296  HISTORY     - 1958     GOOD             CGS
 CQ3296  HISTORY     - 19950205 GOOD             USPSQD
 CQ3296
 CQ3296                          STATION DESCRIPTION
 CQ3296
 CQ3296'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3296'SIX MILES WSW OF BLANCHARD, 0.1 MILE N OF THE INTERSECTION
 CQ3296'OF THE GREENWOOD-MOORINGSPORT ROAD AND THE BLANCHARD-FURRH
 CQ3296'ROAD, IN THE LOT IN FRONT OF MR. BRYSONS HOUSE, THE FIRST
 CQ3296'HOUSE ON THE E SIDE OF THE ROAD N OF THE INTERSECTION, ON
 CQ3296'S SIDE OF SECTION 11, T. 18 N., R. 16 W., 45.0 METERS (148
 CQ3296'FEET) E OF ROAD, 33.1 METERS (109 FEET) W BY N OF NW CORNER
 CQ3296'OF HOUSE, AND 16.5 METERS (54 FEET) S OF WIRE FENCE.
 CQ3296'
 CQ3296'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3296'DISKS SET IN CONCRETE.
 CQ3296'
 CQ3296'REFERENCE MARK NO. 1 IS AT HIGHWAY INTERSECTION, 12 METERS
 CQ3296'(39 FEET) E OF GREENWOOD ROAD, 35 METERS (115 FEET) SE OF
 CQ3296'A 2 1/2-FOOT RED OAK TREE, AND 0.1 MILE FROM STATION
 CQ3296'S 47 DEG 24 MIN 14 SEC W.
 CQ3296'
 CQ3296'REFERENCE MARK NO. 2 IS ABOUT 15 METERS (49 FEET) E OF ROAD,
 CQ3296'10 METERS (33 FEET) N BY E OF LARGE RED OAK TREE, AND 32.92
 CQ3296'METERS (108.0 FEET) FROM STATION N 61 DEG 06 MIN W.
 CQ3296
 CQ3296                          STATION RECOVERY (1935)
 CQ3296
 CQ3296'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3296'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CQ3296'DESCRIPTION ADEQUATE.
 CQ3296'
 CQ3296'REFERENCE MARK NO. 1 IS AT HIGHWAY INTERSECTION, 39 FEET
 CQ3296'E OF GREENWOOD ROAD, 115 FEET SE OF A 2 1/2-FOOT RED OAK
 CQ3296'TREE, AND 722 FEET FROM THE STATION.
 CQ3296'
 CQ3296'REFERENCE MARK NO. 2 IS ABOUT 49 FEET E OF THE ROAD, 33 FEET
 CQ3296'N BY E OF A LARGE OAK (RED) TREE, AND 108 FEET FROM THE
 CQ3296'STATION.
 CQ3296
 CQ3296                          STATION RECOVERY (1950)
 CQ3296
 CQ3296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CQ3296'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CQ3296'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CQ3296'
 CQ3296'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTH-NORTHWEST
 CQ3296'OF GREENWOOD, 6 MILES WEST-SOUTHWEST OF BLANCHARD AND 0.1
 CQ3296'MILE NORTH-NORTHEAST OF MR. BRYSONS STORE.  IT IS 126 FEET
 CQ3296'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND 49
 CQ3296'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.  THE MARK
 CQ3296'PROJECTS 8 INCHES AND THE DISK IS STAMPED BRYSON 1930.
 CQ3296'
 CQ3296'REFERENCE MARK NO. 2 IS 91 FEET NORTH OF THE CENTERLINE OF
 CQ3296'THE DRIVEWAY, 51 FEET EAST OF THE CENTERLINE OF THE
 CQ3296'GREENWOOD-MOORINGSPORT ROAD AND 4 FEET EAST OF THE RIGHT-OF-WAY
 CQ3296'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ3296'BRYSON NO 2 1930.
 CQ3296'
 CQ3296'REFERENCE MARK NO. 3 IS 77 FEET SOUTH OF THE CENTERLINE
 CQ3296'OF THE DRIVEWAY AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS
 CQ3296'4 INCHES AND THE DISK IS STAMPED BRYSON NO 3 1950.
 CQ3296'
 CQ3296'AZIMUTH MARK IS JUST SOUTH OF ROAD INTERSECTION, 101 FEET
 CQ3296'SOUTH OF THE CENTERLINE OF THE BLANCHARD-FURRH ROAD, 48
 CQ3296'FEET SOUTH OF A FENCE CORNER, 38 FEET EAST OF THE CENTERLINE
 CQ3296'OF THE GREENWOOD-MOORINGSPORT ROAD, 3 FEET WEST OF THE FENCE
 CQ3296'AND 2 FEET WEST-SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 CQ3296'3 INCHES AND THE DISK IS STAMPED BRYSON 1930 AZIMUTH.  THIS
 CQ3296'MARK HAS A REFERENCE DISK.
 CQ3296'
 CQ3296'(USGS) BENCH MARK IS IN THE SOUTHWEST ANGLE OF THE ROAD
 CQ3296'INTERSECTION, 36 FEET SOUTH OF THE CENTERLINE OF THE BLANCHARD-FURRH
 CQ3296'ROAD, 26 FEET WEST OF THE CENTERLINE OF THE GREENWOOD-MOORINGSPORT
 CQ3296'ROAD, 3 FEET SOUTH-SOUTHEAST OF A CORNER AND GATE POST AND
 CQ3296'1 FOOT EAST OF THE FENCE.  THE DISK IS SET IN A 2 INCH PIPE
 CQ3296'WHICH PROJECTS 15 INCHES AND THERE IS NO STAMPING ON THE DISK.
 CQ3296'
 CQ3296'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CQ3296'BRYSON 1930 TO BENCH MARK.  IT IS (665.91 FEET) 202.969
 CQ3296'METERS SOUTH-SOUTHWEST.
 CQ3296'
 CQ3296'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE
 CQ3296'ROUTE 994 (GREENWOOD-MOORINGSPORT ROAD) IN GREENWOOD, GO
 CQ3296'NORTH ON ROUTE 994 FOR 8.8 MILES TO BRYSONS STORE IN THE
 CQ3296'NORTHWEST ANGLE OF CROSSROADS, CONTINUE NORTH 0.1 MILE TO
 CQ3296'A DRIVEWAY ON THE RIGHT, TURN RIGHT 200 FEET TO THE STATION
 CQ3296'AS DESCRIBED.
 CQ3296'
 CQ3296'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CQ3296'THE GREENWOOD-MOORINGSPORT ROAD 0.1 MILE TO CROSSROADS AND
 CQ3296'THE MARK ON THE LEFT 100 FEET SOUTH OF THE INTERSECTION.
 CQ3296'
 CQ3296'OBSERVATIONS TAKEN FROM A 77 FT. TOWER.
 CQ3296'
 CQ3296'NOTE- A NEW REFERENCE MARK NO. 3 WAS SET.
 CQ3296
 CQ3296                          STATION RECOVERY (1956)
 CQ3296
 CQ3296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CQ3296'THE STATION AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION
 CQ3296'AS DESCRIBED.
 CQ3296'
 CQ3296'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CQ3296
 CQ3296                          STATION RECOVERY (1958)
 CQ3296
 CQ3296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3296'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO.
 CQ3296'3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  FOLLOWING
 CQ3296'IS A NEW AND COMPLETE DESCRIPTION.
 CQ3296'
 CQ3296'THE STATION MARK IS 126 FEET WEST-NORTHWEST OF THE NORTHWEST
 CQ3296'CORNER OF A SMALL HOUSE, 105 FEET EAST-NORTHEAST OF THE
 CQ3296'WIRE GATE AND 47 FEET NORTH OF THE CENTER OF THE DRIVEWAY.
 CQ3296'THE MARK PROJECTS 8 INCHES AND IS STAMPED BRYSON 1930.
 CQ3296'
 CQ3296'REFERENCE MARK NO. 2 IS ABOUT 70 FEET NORTH OF THE WIRE GATE,
 CQ3296'52 FEET EAST OF THE CENTER OF THE HIGHWAY AND 3 FEET EAST
 CQ3296'OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 CQ3296'BRYSON NO 2 1930.
 CQ3296'
 CQ3296'REFERENCE MARK NO. 3 IS ABOUT 83 FEET SOUTH OF THE CENTER
 CQ3296'OF THE DRIVEWAY, 13 FEET EAST OF A 16-INCH TREE AND 13 FEET
 CQ3296'WEST OF A 16-INCH TREE.  THE MARK PROJECTS 4 INCHES AND
 CQ3296'IS STAMPED BRYSON NO 3 1958.
 CQ3296'
 CQ3296'THE AZIMUTH MARK IS ABOUT 101 FEET SOUTH OF THE CENTER OF
 CQ3296'THE BLANCHARD-FURRH ROAD, 38 FEET EAST OF THE CENTER OF
 CQ3296'LOUISIANA STATE HIGHWAY 169, 3 FEET WEST OF A FENCE LINE
 CQ3296'AND 1 FOOT WEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 CQ3296'AND IS STAMPED BRYSON 1930.
 CQ3296'
 CQ3296'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CQ3296'AND LOUISIANA STATE HIGHWAY 169 (GREENWOOD-MOORINGSPORT
 CQ3296'ROAD) IN GREENWOOD, GO NORTH ON STATE HIGHWAY 169 FOR 8.4
 CQ3296'MILES TO COULTERS GROCERY STORE AT A CROSSROADS IN LONGWOOD,
 CQ3296'LOUISIANA AND THE AZIMUTH MARK SOUTHEAST OF THE INTERSECTION.
 CQ3296'CONTINUE NORTH ON HIGHWAY 169 FOR 0.1 MILE TO A WIRE GATE
 CQ3296'ON THE RIGHT AND THE STATION AS DESCRIBED.
 CQ3296'
 CQ3296'THE OBSERVATIONS WERE MADE FROM A 90-FOOT TOWER.
 CQ3296
 CQ3296                          STATION RECOVERY (1995)
 CQ3296
 CQ3296'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3297 ***********************************************************************
 CQ3297  DESIGNATION -  BRYSON RM
 CQ3297  PID         -  CQ3297
 CQ3297  STATE/COUNTY-  LA/CADDO
 CQ3297  USGS QUAD   -  BLANCHARD (1982)
 CQ3297
 CQ3297                         *CURRENT SURVEY CONTROL
 CQ3297  ___________________________________________________________________
 CQ3297* NAD 83(1992)-  32 33 32.99674(N)    093 58 39.94150(W)     ADJUSTED  
 CQ3297* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 CQ3297  ___________________________________________________________________
 CQ3297  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CQ3297  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ3297
 CQ3297  HORZ ORDER  -  SECOND
 CQ3297
 CQ3297.The horizontal coordinates were established by classical geodetic methods
 CQ3297.and adjusted by the National Geodetic Survey in February 1996..
 CQ3297
 CQ3297.The orthometric height was scaled from a topographic map.
 CQ3297
 CQ3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3297
 CQ3297.The geoid height was determined by GEOID03.
 CQ3297
 CQ3297;                    North         East     Units Scale Factor Converg.
 CQ3297;SPC LA N     -   229,261.673   861,223.216   MT  0.99997726   -0 46 52.7
 CQ3297;SPC LA N     -   752,169.34  2,825,529.83   sFT  0.99997726   -0 46 52.7
 CQ3297;SPC TXNC     - 2,108,108.611 1,024,537.188   MT  0.99990931   +2 27 59.1
 CQ3297;SPC TXNC     - 6,916,353.00  3,361,335.76   sFT  0.99990931   +2 27 59.1
 CQ3297;UTM  15      - 3,602,839.273   408,208.190   MT  0.99970390   -0 31 34.5
 CQ3297
 CQ3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3297!SPC LA N     -   0.99999076  x   0.99997726  =   0.99996802
 CQ3297!SPC TXNC     -   0.99999076  x   0.99990931  =   0.99990007
 CQ3297!UTM  15      -   0.99999076  x   0.99970390  =   0.99969467
 CQ3297
 CQ3297                          SUPERSEDED SURVEY CONTROL
 CQ3297
 CQ3297  NAD 83(1992)-  32 33 33.00018(N)    093 58 39.93895(W) AD(       ) 2
 CQ3297  NAD 83(1986)-  32 33 33.00747(N)    093 58 39.93131(W) AD(       ) 2
 CQ3297  NAD 27      -  32 33 32.46290(N)    093 58 39.27650(W) AD(       ) 2
 CQ3297
 CQ3297.Superseded values are not recommended for survey control.
 CQ3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3297.See file dsdata.txt to determine how the superseded data were derived.
 CQ3297
 CQ3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0820802839(NAD 83)
 CQ3297_MARKER: DB = BENCH MARK DISK
 CQ3297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ3297
 CQ3297  HISTORY     - Date     Condition        Report By
 CQ3297  HISTORY     - 1950     MONUMENTED       USGS
 CQ3297  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CQ3297
 CQ3297                          STATION DESCRIPTION
 CQ3297
 CQ3297'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JCT)
 CQ3297'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF
 CQ3297'GREENWOOD, 6 MILES WEST-SOUTHWEST OF BLANCHARD AND IN THE
 CQ3297'SOUTHWEST ANGLE OF A CROSSROAD.  IT IS 36 FEET SOUTH OF THE
 CQ3297'CENTERLINE OF THE BLANCHARD - FURRH ROAD, 26 FEET WEST OF
 CQ3297'THE CENTERLINE OF THE GREENWOOD - MOORINGSPORT ROAD, 3 FEET
 CQ3297'SOUTH-SOUTHEAST OF A CORNER AND GATE POST AND 1 FOOT EAST
 CQ3297'OF THE FENCE.  THE DISK IS SET IN THE TOP OF A 2 INCH IRON
 CQ3297'PIPE WHICH PROJECTS 15 INCHES AND THERE IS NO STAMPING ON
 CQ3297'THE DISK.
 CQ3297'
 CQ3297'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CQ3297'BRYSON 1930 TO THE BENCH MARK.  IT IS (665.91 FEET) 202.969
 CQ3297'METERS SOUTH-SOUTHWEST.
 CQ3297'
 CQ3297'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE
 CQ3297'ROUTE 994 (GREENWOOD-MOORINGSPORT ROAD) IN GREENWOOD, GO
 CQ3297'NORTH ON ROUTE 994 FOR 8.8 MILES TO A CROSSROAD AND BRYSONS
 CQ3297'STORE IN THE NORTHWEST ANGLE.  THE MARK IS IN THE SOUTHWEST
 CQ3297'ANGLE OF THE CROSSROADS.
 CQ3297
 CQ3297                          STATION RECOVERY (1995)
 CQ3297
 CQ3297'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0432 ***********************************************************************
 BJ0432  DESIGNATION -  BS 1
 BJ0432  PID         -  BJ0432
 BJ0432  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0432  USGS QUAD   -  PORT HUDSON (1994)
 BJ0432
 BJ0432                         *CURRENT SURVEY CONTROL
 BJ0432  ___________________________________________________________________
 BJ0432* NAD 83(1986)-  30 42 27.     (N)    091 20 37.     (W)     SCALED    
 BJ0432* NAVD 88     -        13.496  (meters)      44.28   (feet)  ADJUSTED  
 BJ0432  ___________________________________________________________________
 BJ0432  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0432  DYNAMIC HT  -          13.479 (meters)      44.22  (feet)  COMP
 BJ0432  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 BJ0432
 BJ0432  VERT ORDER  -  FIRST     CLASS I
 BJ0432
 BJ0432.The horizontal coordinates were scaled from a topographic map and have
 BJ0432.an estimated accuracy of +/- 6 seconds.
 BJ0432
 BJ0432.The orthometric height was determined by differential leveling
 BJ0432.and adjusted by the National Geodetic Survey in February 1994..
 BJ0432
 BJ0432.The geoid height was determined by GEOID03.
 BJ0432
 BJ0432.The dynamic height is computed by dividing the NAVD 88
 BJ0432.geopotential number by the normal gravity value computed on the
 BJ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0432.degrees latitude (g = 980.6199 gals.).
 BJ0432
 BJ0432.The modeled gravity was interpolated from observed gravity values.
 BJ0432
 BJ0432;                    North         East    Units  Estimated Accuracy
 BJ0432;SPC LA S     -   244,700.      999,020.      MT  (+/- 180 meters Scaled)
 BJ0432
 BJ0432                          SUPERSEDED SURVEY CONTROL
 BJ0432
 BJ0432  NGVD 29 (??/??/??)   13.483  (m)           44.24   (f) ADJUSTED    1 1
 BJ0432
 BJ0432.Superseded values are not recommended for survey control.
 BJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0432.See file dsdata.txt to determine how the superseded data were derived.
 BJ0432
 BJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP586983(NAD 83)
 BJ0432_MARKER: Z = SEE DESCRIPTION
 BJ0432_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0432_SP_SET: 78.0 FT 1-INCH IRON PIPE
 BJ0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0432
 BJ0432  HISTORY     - Date     Condition        Report By
 BJ0432  HISTORY     - 1975     MONUMENTED       USE
 BJ0432  HISTORY     - 1976     GOOD             NGS
 BJ0432
 BJ0432                          STATION DESCRIPTION
 BJ0432
 BJ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0432'7.15 MI SOUTH FROM ST FRANCISVILLE.
 BJ0432'1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BJ0432'AT ST. FRANCISVILLE, THENCE 5.7 MILES SOUTH ALONG A DIRT ROAD BY
 BJ0432'THE EAST BANK OF THE MISSISSIPPI RIVER, 350 FT EAST OF THE CENTER
 BJ0432'LINE OF THE ROAD, 96 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BJ0432'CYCLONE FENCE AROUND CROWN ZELABAUCH CO. WATER STORAGE POND.
 BJ0432'A 1-INCH IRON PIPE AND CAP DRIVEN 78.0 FT, ENCASED IN A 2-INCH PIPE
 BJ0432'SET AT 63.0 FT AND FILLED WITH OIL, BELLED AT THE SURFACE TO 3 INCHES,
 BJ0432'TOPPED WITH A SCREW CAP, AND PROTECTED BY 3-5 FT CREOSOTED POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0426 ***********************************************************************
 BJ0426  DESIGNATION -  BS 2
 BJ0426  PID         -  BJ0426
 BJ0426  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0426  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ0426
 BJ0426                         *CURRENT SURVEY CONTROL
 BJ0426  ___________________________________________________________________
 BJ0426* NAD 83(1986)-  30 45 51.     (N)    091 22 51.     (W)     SCALED    
 BJ0426* NAVD 88     -        12.610  (meters)      41.37   (feet)  ADJUSTED  
 BJ0426  ___________________________________________________________________
 BJ0426  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0426  DYNAMIC HT  -          12.594 (meters)      41.32  (feet)  COMP
 BJ0426  MODELED GRAV-     979,360.8   (mgal)                       NAVD 88
 BJ0426
 BJ0426  VERT ORDER  -  FIRST     CLASS I
 BJ0426
 BJ0426.The horizontal coordinates were scaled from a topographic map and have
 BJ0426.an estimated accuracy of +/- 6 seconds.
 BJ0426
 BJ0426.The orthometric height was determined by differential leveling
 BJ0426.and adjusted by the National Geodetic Survey in February 1994..
 BJ0426
 BJ0426.The geoid height was determined by GEOID03.
 BJ0426
 BJ0426.The dynamic height is computed by dividing the NAVD 88
 BJ0426.geopotential number by the normal gravity value computed on the
 BJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0426.degrees latitude (g = 980.6199 gals.).
 BJ0426
 BJ0426.The modeled gravity was interpolated from observed gravity values.
 BJ0426
 BJ0426;                    North         East    Units  Estimated Accuracy
 BJ0426;SPC LA S     -   250,980.      995,450.      MT  (+/- 180 meters Scaled)
 BJ0426
 BJ0426                          SUPERSEDED SURVEY CONTROL
 BJ0426
 BJ0426  NGVD 29 (??/??/??)   12.595  (m)           41.32   (f) ADJUSTED    1 1
 BJ0426
 BJ0426.Superseded values are not recommended for survey control.
 BJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0426.See file dsdata.txt to determine how the superseded data were derived.
 BJ0426
 BJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ549045(NAD 83)
 BJ0426_MARKER: P = PIPE CAP
 BJ0426_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0426_SP_SET: 115 FT 1-INCH PIPE
 BJ0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0426
 BJ0426  HISTORY     - Date     Condition        Report By
 BJ0426  HISTORY     - 1975     MONUMENTED       USE
 BJ0426  HISTORY     - 1976     GOOD             NGS
 BJ0426
 BJ0426                          STATION DESCRIPTION
 BJ0426
 BJ0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0426'2.3 MI SOUTH FROM ST FRANCISVILLE.
 BJ0426'1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BJ0426'AT ST. FRANCISVILLE, THENCE 0.85 MILE EAST ALONG A DIRT ROAD, AT THE
 BJ0426'JUNCTION OF A LEVEE ROAD LEADING NORTH, AT THE SOUTHEAST CORNER OF
 BJ0426'A CASTING YARD, 199.1 FT. NORTH OF THE CENTER LINE OF A ROAD, 60 FT
 BJ0426'WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, A 1-INCH
 BJ0426'IRON PIPE WITH CAP DRIVEN 115 FT ENCASED IN A 2-INCH PIPE SET AT
 BJ0426'105.5 FT FILLED WITH OIL BELLED AT SURFACE TO 3 INCHES, AND COVERED
 BJ0426'BY A SCREW CAP. THREE CREOSOTED POSTS PROTECT MARK AND STAND 5 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0430 ***********************************************************************
 BJ0430  DESIGNATION -  BS 3
 BJ0430  PID         -  BJ0430
 BJ0430  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0430  USGS QUAD   -  PORT HUDSON (1994)
 BJ0430
 BJ0430                         *CURRENT SURVEY CONTROL
 BJ0430  ___________________________________________________________________
 BJ0430* NAD 83(1986)-  30 43 35.     (N)    091 21 04.     (W)     SCALED    
 BJ0430* NAVD 88     -        13.310  (meters)      43.67   (feet)  ADJUSTED  
 BJ0430  ___________________________________________________________________
 BJ0430  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0430  DYNAMIC HT  -          13.293 (meters)      43.61  (feet)  COMP
 BJ0430  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BJ0430
 BJ0430  VERT ORDER  -  FIRST     CLASS I
 BJ0430
 BJ0430.The horizontal coordinates were scaled from a topographic map and have
 BJ0430.an estimated accuracy of +/- 6 seconds.
 BJ0430
 BJ0430.The orthometric height was determined by differential leveling
 BJ0430.and adjusted by the National Geodetic Survey in February 1994..
 BJ0430
 BJ0430.The geoid height was determined by GEOID03.
 BJ0430
 BJ0430.The dynamic height is computed by dividing the NAVD 88
 BJ0430.geopotential number by the normal gravity value computed on the
 BJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0430.degrees latitude (g = 980.6199 gals.).
 BJ0430
 BJ0430.The modeled gravity was interpolated from observed gravity values.
 BJ0430
 BJ0430;                    North         East    Units  Estimated Accuracy
 BJ0430;SPC LA S     -   246,790.      998,300.      MT  (+/- 180 meters Scaled)
 BJ0430
 BJ0430                          SUPERSEDED SURVEY CONTROL
 BJ0430
 BJ0430  NGVD 29 (??/??/??)   13.297  (m)           43.63   (f) ADJUSTED    1 1
 BJ0430
 BJ0430.Superseded values are not recommended for survey control.
 BJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0430.See file dsdata.txt to determine how the superseded data were derived.
 BJ0430
 BJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ578004(NAD 83)
 BJ0430_MARKER: P = PIPE CAP
 BJ0430_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BJ0430_SP_SET: 78.0 FT 1-INCH IRON PIPE
 BJ0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0430
 BJ0430  HISTORY     - Date     Condition        Report By
 BJ0430  HISTORY     - 1975     MONUMENTED       USE
 BJ0430  HISTORY     - 1976     GOOD             NGS
 BJ0430
 BJ0430                          STATION DESCRIPTION
 BJ0430
 BJ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0430'5.7 MI SOUTH FROM ST FRANCISVILLE.
 BJ0430'1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BJ0430'AT ST. FRANCISVILLE, THENCE 4.25 MILES SOUTH ALONG A DIRT ROAD
 BJ0430'BY THE EAST BANK OF THE MISSISSIPPI RIVER, 274.5 FT EAST OF THE
 BJ0430'CENTER LINE OF THE ROAD, 269 FT EAST OF THE NORTHEAST CORNER OF A
 BJ0430'CATTLEGUARD, 11.5 FT SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 BJ0430'EAST, 11.3 FT NORTH OF A FENCE. A 1-INCH IRON PIPE AND CAP
 BJ0430'DRIVEN 78.0 FT, ENCASED IN A 2-INCH PIPE SET AT 63.5 FT FILLED WITH
 BJ0430'OIL, BELLED TO 3 INCHES AT THE SURFACE, TOPPED WITH A SCREW CAP, AND
 BJ0430'PROTECTED BY THREE-FIVE FT CREOSOTED POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6504 ***********************************************************************
 AH6504  DESIGNATION -  BT 1
 AH6504  PID         -  AH6504
 AH6504  STATE/COUNTY-  LA/TERREBONNE
 AH6504  USGS QUAD   -  GRAY (1980)
 AH6504
 AH6504                         *CURRENT SURVEY CONTROL
 AH6504  ___________________________________________________________________
 AH6504* NAD 83(1992)-  29 44 39.85604(N)    090 48 43.39288(W)     ADJUSTED  
 AH6504* NAVD 88     -         3.3  **(meters)      11.   **(feet)  GPS OBS   
 AH6504  **This station is located in a subsidence area (see below).
 AH6504  ___________________________________________________________________
 AH6504  X           -     -78,549.128 (meters)                     COMP
 AH6504  Y           -  -5,541,792.152 (meters)                     COMP
 AH6504  Z           -   3,145,794.126 (meters)                     COMP
 AH6504  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6504  ELLIP HEIGHT-         -22.44  (meters)          (02/21/02) GPS OBS
 AH6504  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH6504
 AH6504  HORZ ORDER  -  FIRST
 AH6504  ELLP ORDER  -  FIFTH     CLASS I
 AH6504
 AH6504.The horizontal coordinates were established by GPS observations
 AH6504.and adjusted by the National Geodetic Survey in December 1998..
 AH6504
 AH6504 ** The orthometric height has not been validated since last determined
 AH6504 ** by differential leveling and should not be used for control purposes.
 AH6504 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6504 ** area with valid NAVD 88 orthometric heights.
 AH6504 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6504 ** epoch indicated which incorporates improved geoid heights for the
 AH6504 ** Southern Louisiana Subsidence area.
 AH6504 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6504.The orthometric height was determined by GPS observations and a
 AH6504.high-resolution geoid model.
 AH6504
 AH6504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6504
 AH6504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6504
 AH6504.The ellipsoidal height was determined by GPS observations
 AH6504.and is referenced to NAD 83.
 AH6504
 AH6504.The geoid height was determined by GEOID03.
 AH6504
 AH6504;                    North         East     Units Scale Factor Converg.
 AH6504;SPC LA S     -   138,050.268 1,050,421.317   MT  0.99993570   +0 15 38.3
 AH6504;SPC LA S     -   452,919.92  3,446,257.27   sFT  0.99993570   +0 15 38.3
 AH6504;UTM  15      - 3,292,468.799   711,587.333   MT  1.00015241   +1 05 09.3
 AH6504
 AH6504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6504!SPC LA S     -   1.00000352  x   0.99993570  =   0.99993922
 AH6504!UTM  15      -   1.00000352  x   1.00015241  =   1.00015593
 AH6504
 AH6504:                Primary Azimuth Mark                     Grid Az
 AH6504:SPC LA S     -  BT 1 AZ MK                               139 41 30.6
 AH6504:UTM  15      -  BT 1 AZ MK                               138 51 59.6
 AH6504
 AH6504|---------------------------------------------------------------------|
 AH6504| PID    Reference Object                     Distance      Geod. Az  |
 AH6504|                                                           dddmmss.s |
 AH6504| AH6505 BT 1 AZ MK                          APPROX. 0.5 KM 1395708.9 |
 AH6504|---------------------------------------------------------------------|
 AH6504
 AH6504                          SUPERSEDED SURVEY CONTROL
 AH6504
 AH6504  ELLIP H (12/17/98)  -22.41   (m)                       GP(       ) 4 2
 AH6504
 AH6504.Superseded values are not recommended for survey control.
 AH6504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6504.See file dsdata.txt to determine how the superseded data were derived.
 AH6504
 AH6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1158792469(NAD 83)
 AH6504_MARKER: DD = SURVEY DISK
 AH6504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6504_STAMPING: BT-1 1993
 AH6504_MARK LOGO: TPCG  
 AH6504_PROJECTION: FLUSH
 AH6504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6504+STABILITY: SURFACE MOTION
 AH6504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6504+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6504
 AH6504  HISTORY     - Date     Condition        Report By
 AH6504  HISTORY     - 1993     MONUMENTED       GSENG
 AH6504
 AH6504                          STATION DESCRIPTION
 AH6504
 AH6504'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6504'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6504'LA. HIGHWAY 24, (TOWNSHIP 15 SOUTH RANGE 16 EAST SECTION 83). MONUMENT
 AH6504'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.2 FT BELOW THE LEVEL
 AH6504'OF THE GROUND. MONUMENT IS 248 FT (75.6 M) SOUTHEAST OF THE
 AH6504'INTERSECTION OF LA. HIGHWAY 20 AND THE ENTRANCE ROAD TO LA. HIGHWAY 24
 AH6504'SOUTH BOUND, 30.50 FT (9.30 M) WEST OF A NAIL/SHINER IN THE CENTERLINE
 AH6504'OF THE ENTRANCE ROAD, 94.73 FT (28.87 M) SOUTHWEST OF A NAIL/SHINER IN
 AH6504'A POWER POLE, 85.45 FT (26.05 M) NORTHWEST OF A NAIL/SHINER IN A POWER
 AH6504'POLE, 39.36 FT (12.00 M) NORTH OF A NAIL/SHINER IN LIGHT POLE NO. 44,
 AH6504'JUST EAST OF A CARWASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6505 ***********************************************************************
 AH6505  DESIGNATION -  BT 1 AZ MK
 AH6505  PID         -  AH6505
 AH6505  STATE/COUNTY-  LA/TERREBONNE
 AH6505  USGS QUAD   -  GRAY (1980)
 AH6505
 AH6505                         *CURRENT SURVEY CONTROL
 AH6505  ___________________________________________________________________
 AH6505* NAD 83(1992)-  29 44 26.67107(N)    090 48 30.69421(W)     ADJUSTED  
 AH6505* NAVD 88     -         4.0  **(meters)      13.   **(feet)  GPS OBS   
 AH6505  **This station is located in a subsidence area (see below).
 AH6505  ___________________________________________________________________
 AH6505  X           -     -78,210.798 (meters)                     COMP
 AH6505  Y           -  -5,541,998.921 (meters)                     COMP
 AH6505  Z           -   3,145,441.947 (meters)                     COMP
 AH6505  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6505  ELLIP HEIGHT-         -21.80  (meters)          (02/21/02) GPS OBS
 AH6505  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AH6505
 AH6505  HORZ ORDER  -  FIRST
 AH6505  ELLP ORDER  -  FIFTH     CLASS I
 AH6505
 AH6505.The horizontal coordinates were established by GPS observations
 AH6505.and adjusted by the National Geodetic Survey in December 1998..
 AH6505
 AH6505 ** The orthometric height has not been validated since last determined
 AH6505 ** by differential leveling and should not be used for control purposes.
 AH6505 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6505 ** area with valid NAVD 88 orthometric heights.
 AH6505 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6505 ** epoch indicated which incorporates improved geoid heights for the
 AH6505 ** Southern Louisiana Subsidence area.
 AH6505 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6505.The orthometric height was determined by GPS observations and a
 AH6505.high-resolution geoid model.
 AH6505
 AH6505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6505
 AH6505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6505
 AH6505.The ellipsoidal height was determined by GPS observations
 AH6505.and is referenced to NAD 83.
 AH6505
 AH6505.The geoid height was determined by GEOID03.
 AH6505
 AH6505;                    North         East     Units Scale Factor Converg.
 AH6505;SPC LA S     -   137,645.876 1,050,764.366   MT  0.99993599   +0 15 44.7
 AH6505;SPC LA S     -   451,593.18  3,447,382.76   sFT  0.99993599   +0 15 44.7
 AH6505;UTM  15      - 3,292,069.302   711,936.247   MT  1.00015423   +1 05 15.2
 AH6505
 AH6505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6505!SPC LA S     -   1.00000342  x   0.99993599  =   0.99993941
 AH6505!UTM  15      -   1.00000342  x   1.00015423  =   1.00015765
 AH6505
 AH6505:                Primary Azimuth Mark                     Grid Az
 AH6505:SPC LA S     -  BT 1                                     319 41 30.5
 AH6505:UTM  15      -  BT 1                                     318 52 00.0
 AH6505
 AH6505|---------------------------------------------------------------------|
 AH6505| PID    Reference Object                     Distance      Geod. Az  |
 AH6505|                                                           dddmmss.s |
 AH6505| AH6504 BT 1                                APPROX. 0.5 KM 3195715.2 |
 AH6505|---------------------------------------------------------------------|
 AH6505
 AH6505                          SUPERSEDED SURVEY CONTROL
 AH6505
 AH6505  ELLIP H (12/17/98)  -21.77   (m)                       GP(       ) 4 2
 AH6505
 AH6505.Superseded values are not recommended for survey control.
 AH6505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6505.See file dsdata.txt to determine how the superseded data were derived.
 AH6505
 AH6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1193692069(NAD 83)
 AH6505_MARKER: DD = SURVEY DISK
 AH6505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6505_STAMPING: BT-1 AZ MK 1993
 AH6505_MARK LOGO: TPCG  
 AH6505_PROJECTION: FLUSH
 AH6505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6505+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6505
 AH6505  HISTORY     - Date     Condition        Report By
 AH6505  HISTORY     - 1993     MONUMENTED       GSENG
 AH6505
 AH6505                          STATION DESCRIPTION
 AH6505
 AH6505'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6505'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6505'LA.  HIGHWAY 24, (TOWNSHIP 15 SOUTH RANGE 16 EAST SECTION 83) .
 AH6505'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.1 FT (3.0
 AH6505'CM) BELOW THE LEVEL OF THE GROUND.  MONUMENT IS ABOUT 2000 FT (609.6
 AH6505'M) SOUTH OF THE INTERSECTION OF LA.  HIGHWAY 20 AND THE ENTRANCE ROAD
 AH6505'TO LA.  HIGHWAY 24 SOUTH BOUND, 23.2 FT (7.1 M) EAST OF THE CENTERLINE
 AH6505'OF THE SOUTH BOUND LANE OF LA.  HIGHWAY 24, 143.00 FT (43.59 M)
 AH6505'SOUTHEAST OF A L.D.H.  MARKER JUST SOUTH OF 302 HIGHWAY 24, 105.55 FT
 AH6505'(32.17 M) SOUTH OF A METAL LIGHT POLE, 82.74 FT (25.22 M) NORTHWEST OF
 AH6505'A METAL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6512 ***********************************************************************
 AH6512  DESIGNATION -  BT 2
 AH6512  PID         -  AH6512
 AH6512  STATE/COUNTY-  LA/TERREBONNE
 AH6512  USGS QUAD   -  THIBODAUX (1983)
 AH6512
 AH6512                         *CURRENT SURVEY CONTROL
 AH6512  ___________________________________________________________________
 AH6512* NAD 83(1992)-  29 46 17.65808(N)    090 48 57.36290(W)     ADJUSTED  
 AH6512* NAVD 88     -         3.6  **(meters)      12.   **(feet)  GPS OBS   
 AH6512  **This station is located in a subsidence area (see below).
 AH6512  ___________________________________________________________________
 AH6512  X           -     -78,903.183 (meters)                     COMP
 AH6512  Y           -  -5,540,292.475 (meters)                     COMP
 AH6512  Z           -   3,148,408.549 (meters)                     COMP
 AH6512  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6512  ELLIP HEIGHT-         -22.22  (meters)          (02/21/02) GPS OBS
 AH6512  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AH6512
 AH6512  HORZ ORDER  -  FIRST
 AH6512  ELLP ORDER  -  FIFTH     CLASS I
 AH6512
 AH6512.The horizontal coordinates were established by GPS observations
 AH6512.and adjusted by the National Geodetic Survey in December 1998..
 AH6512
 AH6512 ** The orthometric height has not been validated since last determined
 AH6512 ** by differential leveling and should not be used for control purposes.
 AH6512 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6512 ** area with valid NAVD 88 orthometric heights.
 AH6512 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6512 ** epoch indicated which incorporates improved geoid heights for the
 AH6512 ** Southern Louisiana Subsidence area.
 AH6512 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6512.The orthometric height was determined by GPS observations and a
 AH6512.high-resolution geoid model.
 AH6512
 AH6512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6512
 AH6512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6512
 AH6512.The ellipsoidal height was determined by GPS observations
 AH6512.and is referenced to NAD 83.
 AH6512
 AH6512.The geoid height was determined by GEOID03.
 AH6512
 AH6512;                    North         East     Units Scale Factor Converg.
 AH6512;SPC LA S     -   141,059.783 1,050,032.372   MT  0.99993370   +0 15 31.3
 AH6512;SPC LA S     -   462,793.64  3,444,981.21   sFT  0.99993370   +0 15 31.3
 AH6512;UTM  15      - 3,295,473.047   711,154.964   MT  1.00015015   +1 05 05.6
 AH6512
 AH6512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6512!SPC LA S     -   1.00000349  x   0.99993370  =   0.99993719
 AH6512!UTM  15      -   1.00000349  x   1.00015015  =   1.00015364
 AH6512
 AH6512:                Primary Azimuth Mark                     Grid Az
 AH6512:SPC LA S     -  BT 2 AZ MK                               346 54 42.1
 AH6512:UTM  15      -  BT 2 AZ MK                               346 05 07.8
 AH6512
 AH6512|---------------------------------------------------------------------|
 AH6512| PID    Reference Object                     Distance      Geod. Az  |
 AH6512|                                                           dddmmss.s |
 AH6512| AH6166 BT 2 AZ MK                          473.253 METERS 3471013.4 |
 AH6512|---------------------------------------------------------------------|
 AH6512
 AH6512                          SUPERSEDED SURVEY CONTROL
 AH6512
 AH6512  ELLIP H (12/17/98)  -22.20   (m)                       GP(       ) 4 2
 AH6512
 AH6512.Superseded values are not recommended for survey control.
 AH6512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6512.See file dsdata.txt to determine how the superseded data were derived.
 AH6512
 AH6512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1115595473(NAD 83)
 AH6512_MARKER: DD = SURVEY DISK
 AH6512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6512_STAMPING: BT-2 1993
 AH6512_MARK LOGO: TPCG  
 AH6512_PROJECTION: FLUSH
 AH6512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6512+STABILITY: SURFACE MOTION
 AH6512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6512+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6512
 AH6512  HISTORY     - Date     Condition        Report By
 AH6512  HISTORY     - 1993     MONUMENTED       GSENG
 AH6512
 AH6512                          STATION DESCRIPTION
 AH6512
 AH6512'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6512'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA NEAR THE RIGHT-OF-WAY
 AH6512'OF LA. HIGHWAY 24, (TOWNSHIP 15 SOUTH RANGE 16 EAST SECTION 77).
 AH6512'MONUMENT IS A TERREBONNE PARISH LIS DIKS SET IN CONCRETE FLUSH WITH
 AH6512'THE GROUND. MONUMENT IS ABOUT 1135 FT (345.9 M) SOUTH OF THE
 AH6512'INTERSECTION OF LA. HIGHWAY 648 AND LA. HIGHWAY 24, 25.85 FT (7.88 M)
 AH6512'EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF LA. HIGHWAY 24,
 AH6512'30.60 FT (9.33 M) SOUTH OF THE CENTERLINE OF LOUISIANA DRIVE, 90.40 FT
 AH6512'(27.55 M) SOUTH OF A NAIL/BOTTLE CAP IN LIGHT POLE, 32.10 FT (9.78 M)
 AH6512'NORTHWEST OF A 8 INCH STEEL SIGN POST, 72.80 FT (22.19 M) NORTHEAST OF
 AH6512'A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6166 ***********************************************************************
 AH6166  DESIGNATION -  BT 2 AZ MK
 AH6166  PID         -  AH6166
 AH6166  STATE/COUNTY-  LA/TERREBONNE
 AH6166  USGS QUAD   -  THIBODAUX (1983)
 AH6166
 AH6166                         *CURRENT SURVEY CONTROL
 AH6166  ___________________________________________________________________
 AH6166* NAD 83(1992)-  29 46 32.64405(N)    090 49 01.27503(W)     ADJUSTED  
 AH6166* NAVD 88     -         3.5  **(meters)      11.   **(feet)  GPS OBS   
 AH6166  **This station is located in a subsidence area (see below).
 AH6166  ___________________________________________________________________
 AH6166  X           -     -79,004.995 (meters)                     COMP
 AH6166  Y           -  -5,540,061.776 (meters)                     COMP
 AH6166  Z           -   3,148,809.023 (meters)                     COMP
 AH6166  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6166  ELLIP HEIGHT-         -22.32  (meters)          (02/21/02) GPS OBS
 AH6166  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AH6166
 AH6166  HORZ ORDER  -  FIRST
 AH6166  ELLP ORDER  -  FIFTH     CLASS I
 AH6166
 AH6166.The horizontal coordinates were established by GPS observations
 AH6166.and adjusted by the National Geodetic Survey in December 1998..
 AH6166
 AH6166 ** The orthometric height has not been validated since last determined
 AH6166 ** by differential leveling and should not be used for control purposes.
 AH6166 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6166 ** area with valid NAVD 88 orthometric heights.
 AH6166 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6166 ** epoch indicated which incorporates improved geoid heights for the
 AH6166 ** Southern Louisiana Subsidence area.
 AH6166 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6166.The orthometric height was determined by GPS observations and a
 AH6166.high-resolution geoid model.
 AH6166
 AH6166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6166
 AH6166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6166
 AH6166.The ellipsoidal height was determined by GPS observations
 AH6166.and is referenced to NAD 83.
 AH6166
 AH6166.The geoid height was determined by GEOID03.
 AH6166
 AH6166;                    North         East     Units Scale Factor Converg.
 AH6166;SPC LA S     -   141,520.711 1,049,925.209   MT  0.99993342   +0 15 29.4
 AH6166;SPC LA S     -   464,305.87  3,444,629.62   sFT  0.99993342   +0 15 29.4
 AH6166;UTM  15      - 3,295,932.481   711,041.142   MT  1.00014956   +1 05 04.1
 AH6166
 AH6166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6166!SPC LA S     -   1.00000351  x   0.99993342  =   0.99993693
 AH6166!UTM  15      -   1.00000351  x   1.00014956  =   1.00015307
 AH6166
 AH6166:                Primary Azimuth Mark                     Grid Az
 AH6166:SPC LA S     -  BT 2                                     166 54 42.1
 AH6166:UTM  15      -  BT 2                                     166 05 07.4
 AH6166
 AH6166|---------------------------------------------------------------------|
 AH6166| PID    Reference Object                     Distance      Geod. Az  |
 AH6166|                                                           dddmmss.s |
 AH6166| AH6512 BT 2                                473.253 METERS 1671011.5 |
 AH6166|---------------------------------------------------------------------|
 AH6166
 AH6166                          SUPERSEDED SURVEY CONTROL
 AH6166
 AH6166  ELLIP H (12/17/98)  -22.31   (m)                       GP(       ) 4 2
 AH6166
 AH6166.Superseded values are not recommended for survey control.
 AH6166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6166.See file dsdata.txt to determine how the superseded data were derived.
 AH6166
 AH6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1104195932(NAD 83)
 AH6166_MARKER: DD = SURVEY DISK
 AH6166_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH6166_SP_SET: SLAB AROUND A MANHOLE
 AH6166_STAMPING: BT-2 AZ MK 1993
 AH6166_MARK LOGO: TPCG  
 AH6166_PROJECTION: FLUSH
 AH6166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6166+STABILITY: SURFACE MOTION
 AH6166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6166+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6166
 AH6166  HISTORY     - Date     Condition        Report By
 AH6166  HISTORY     - 1993     MONUMENTED       GSENG
 AH6166
 AH6166                          STATION DESCRIPTION
 AH6166
 AH6166'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6166'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA IN THE RIGHT-0F-WAY OF
 AH6166'LA. HIGHWAY 20 JUST SOUTH OF THE CITY OF THIBODAUX, (TOWNSHIP 15 SOUTH
 AH6166'RANGE 16 EAST SECTION 78).  MONUMENT IS TERREBONNE PARISH LIS DISK SET
 AH6166'ON A CONCRETE SLAB AROUND A LDH MANHOLE. MONUMENT IS 27.90 FT (8.50 M)
 AH6166'WEST OF THE CENTERLINE OF LA. HIGHWAY 20 NORTH BOUND, 74.35 FT (22.66
 AH6166'M) NORTHWEST OF A NAIL/SHINER IN A POWER POLE IN FRONT OF THE RIG II
 AH6166'LOUNGE SIGN, 41.82 FT (12.75 M) WEST OF THE CENTERLINE FACE OF A DROP
 AH6166'INLET CATCH BASIN, 58.00 FT (17.68 M) SOUTH OF A METAL LIGHT POLE,
 AH6166'APPROXIMATELY 400 FT (121.9 M) NORTH OF THE CENTERLINE OF LA. HIGHWAY
 AH6166'24 AND LA. HIGHWAY 648.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5366 ***********************************************************************
 BJ5366  DESIGNATION -  BTR ARP 2
 BJ5366  PID         -  BJ5366
 BJ5366  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5366  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ5366
 BJ5366                         *CURRENT SURVEY CONTROL
 BJ5366  ___________________________________________________________________
 BJ5366* NAD 83(1992)-  30 31 58.38084(N)    091 09 02.24784(W)     ADJUSTED  
 BJ5366* NAVD 88     -        20.2    (meters)      66.     (feet)  GPS OBS   
 BJ5366  ___________________________________________________________________
 BJ5366  X           -    -110,413.990 (meters)                     COMP
 BJ5366  Y           -  -5,497,367.482 (meters)                     COMP
 BJ5366  Z           -   3,221,391.532 (meters)                     COMP
 BJ5366  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5366  ELLIP HEIGHT-          -7.01  (meters)          (06/06/02) GPS OBS
 BJ5366  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5366
 BJ5366  HORZ ORDER  -  SECOND
 BJ5366  ELLP ORDER  -  FOURTH    CLASS II
 BJ5366
 BJ5366.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ5366
 BJ5366.The horizontal coordinates were established by GPS observations
 BJ5366.and adjusted by the National Geodetic Survey in November 1993..
 BJ5366
 BJ5366.The orthometric height was determined by GPS observations and a
 BJ5366.high-resolution geoid model.
 BJ5366
 BJ5366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5366
 BJ5366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5366
 BJ5366.The ellipsoidal height was determined by GPS observations
 BJ5366.and is referenced to NAD 83.
 BJ5366
 BJ5366.The geoid height was determined by GEOID03.
 BJ5366
 BJ5366;                    North         East     Units Scale Factor Converg.
 BJ5366;SPC LA S     -   225,350.695 1,017,533.403   MT  0.99996872   +0 05 28.9
 BJ5366;SPC LA S     -   739,338.07  3,338,357.51   sFT  0.99996872   +0 05 28.9
 BJ5366;UTM  15      - 3,379,290.584   677,422.349   MT  0.99998834   +0 56 23.2
 BJ5366
 BJ5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5366!SPC LA S     -   1.00000110  x   0.99996872  =   0.99996982
 BJ5366!UTM  15      -   1.00000110  x   0.99998834  =   0.99998944
 BJ5366
 BJ5366:                Primary Azimuth Mark                     Grid Az
 BJ5366:SPC LA S     -  BTR M                                    177 41 34.4
 BJ5366:UTM  15      -  BTR M                                    176 50 40.1
 BJ5366
 BJ5366|---------------------------------------------------------------------|
 BJ5366| PID    Reference Object                     Distance      Geod. Az  |
 BJ5366|                                                           dddmmss.s |
 BJ5366| AI2821 BTR M                               419.318 METERS 1774703.3 |
 BJ5366|---------------------------------------------------------------------|
 BJ5366
 BJ5366                          SUPERSEDED SURVEY CONTROL
 BJ5366
 BJ5366  ELLIP H (11/16/93)   -6.96   (m)                       GP(       ) 4 2
 BJ5366  NGVD 29 (11/16/93)   20.15   (m)           66.1    (f) LEVELING    3  
 BJ5366
 BJ5366.Superseded values are not recommended for survey control.
 BJ5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5366.See file dsdata.txt to determine how the superseded data were derived.
 BJ5366
 BJ5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7742279291(NAD 83)
 BJ5366_MARKER: DT = TOPOGRAPHIC STATION DISK
 BJ5366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ5366_SP_SET: ABANDONED CONCRETE LIGHT BASE
 BJ5366_STAMPING: ARP 2 1964
 BJ5366_MARK LOGO: CGS   
 BJ5366_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5366+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 BJ5366
 BJ5366  HISTORY     - Date     Condition        Report By
 BJ5366  HISTORY     - 1964     MONUMENTED       CGS
 BJ5366  HISTORY     - 19921114 GOOD
 BJ5366  HISTORY     - 19921114 GOOD             NGS
 BJ5366  HISTORY     - 20000217 GOOD             NGS
 BJ5366
 BJ5366                          STATION DESCRIPTION
 BJ5366
 BJ5366'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ5366'THE STATION IS LOCATED AT THE BATON ROUGE METROPOLITAN AIRPORT RYAN
 BJ5366'FIELD IN THE NORTHWEST SECTION OF THE INTERSECTION OF RUNWAYS 4-22
 BJ5366'AND 13-31.
 BJ5366'TO REACH THE STATION CONTACT HE AIRPORT MANAGER FOR PERMISSION TO
 BJ5366'ACCESS TO THE CONTROLED SURFACE AREAS OF THE AIRFIELD.
 BJ5366'THE STATION IS A STANDARD COAST AND GEODETIC DISK STAMPED ---ARP 2
 BJ5366'1964--- AT THE EDGE OF THE PAVEMENT OF RUNWAY 13-31 SET IN A DRILL
 BJ5366'HOLE IN THE EAST CORNER OF AN OLD ABANDONDED LIGHT BASE.
 BJ5366
 BJ5366                          STATION RECOVERY (1992)
 BJ5366
 BJ5366'RECOVERED 1992
 BJ5366'RECOVERED IN GOOD CONDITION.
 BJ5366
 BJ5366                          STATION RECOVERY (1992)
 BJ5366
 BJ5366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DAH)
 BJ5366'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE INTERSECTION OF
 BJ5366'RWYS 4-22 AND 13-31 AT THE RYAN AIRPORT.  THE STATION IS 69.9 FT (21.3
 BJ5366'M) NORTHWEST OF THE THIRD RWY LIGHT NORTHWEST OF THE INTERSECTION OF
 BJ5366'THE TWO RWYS, 73.1 FT (22.3 M) NORTHWEST OF A TAXIWAY LIGHT, 85.6 FT
 BJ5366'(26.1 M) NORTHWEST OF THE RWY MARKER, AND 78.7 FT (24.0 M) NORTHEAST
 BJ5366'OF THE EAST EDGE OF RWY 13-31.  THE STATION IS SET IN A DRILL HOLE IN
 BJ5366'AN OLD ABANDONED LIGHT BASE.  THE STATION IS A STANDARD TOPOGRAPHIC
 BJ5366'DISK STAMPED ARP 2 1964.  STATION IS IN THE EAST CORNER OF THE LIGHT
 BJ5366'BASE.
 BJ5366
 BJ5366                          STATION RECOVERY (2000)
 BJ5366
 BJ5366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 BJ5366'THE STATION IS LOCATED IN THE NORTHEAST PART OF BATON ROUGE AT THE
 BJ5366'BATON ROUGE METROPOLITAN-RYAN FIELD AIRPORT, NORTH OF THE RUNWAY 13-31
 BJ5366'AND TAXIWAY ALPHA INTERSECTION.  ALONG THE NORTHEAST EDGE OF THE
 BJ5366'RUNWAY, JUST NORTHWEST OF THE TAXIWAY.  IN TOP OF AND NEAR THE EAST
 BJ5366'CONCRETE CORNER OF AN ABANDONED LIGHT BASE.
 BJ5366'OWNERSHIP--EAST BATON ROUGE PARISH.  AIRPORT MANAGER IS ANTHONY
 BJ5366'MARINO, ASSISTANT DIRECTOR IS GERALD C.  MCKINNEY, A.A.E.  9430 JACKIE
 BJ5366'COCHRAN DRIVE, BATON ROUGE, LA.  70807.  PHONE 225-355-0333 OR FAX
 BJ5366'225-355-2334.
 BJ5366'NOTE--CONTACT AIRPORT MANAGER TO ARRANGE A MEETING TO ACQUIRE BADGES
 BJ5366'AND GAIN ACCESS TO THE STATION AND OR ESCORT.
 BJ5366'TO REACH THE STATION FROM THE UNDERPASS JUNCTION OF INTERSTATE HIGHWAY
 BJ5366'110 AND STATE HIGHWAY 408 (HARDING BOULEVARD) AT EXIT 6, GO EAST FOR
 BJ5366'0.97 KM (0.60 MI) ON THE BOULEVARD TO A PAVED ROAD LEFT LEADING TO THE
 BJ5366'CONTROL TOWER AND AIRPORT FIELD ACCESS.  TURN LEFT, NORTH, FOR 0.4 KM
 BJ5366'(0.25 MI) ON THE ROAD PASSING THE TOWER TO A GATE AT THE SOUTH RAMP.
 BJ5366'PASS THROUGH THE GATE, NORTH, FOR 0.16 KM (0.10 MI) CROSSING THE RAMP
 BJ5366'TO TAXIWAY ECHO.  CONTINUE NORTH, THEN NORTHEAST FOR 0.48 KM (0.30 MI)
 BJ5366'ON TAXIWAY ECHO CROSSING RUNWAY 13-31 TO TAXIWAY FOXTROT.  TURN LEFT,
 BJ5366'NORTHWEST FOR 0.4 KM (0.25 MI) ON TAXIWAY FOXTROT CROSSING RUNWAYS 4R
 BJ5366'AND 4L TO TAXIWAY ALPHA.  TURN LEFT, WEST, FOR 0.05 KM (0.05 MI)
 BJ5366'CROSSING THE TAXIWAY AND IN THE GRASS TO THE RUNWAY 13-31 EDGE AND THE
 BJ5366'STATION.
 BJ5366'STATION IS 41.1 M (134.8 FT) NORTHWEST OF THE TAXIWAY ALPHA CENTER,
 BJ5366'24.0 M (78.7 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE WHITE PAINTED
 BJ5366'RUNWAY EDGE STRIPE, 18.9 M (62.0 FT) NORTHEAST OF A TAXIWAY IDENTIFIER
 BJ5366'SIGN CENTER MARKED A, AND THE STATION IS ABOUT 0.4 M (1.3 FT) BELOW
 BJ5366'THE RUNWAY LEVEL AND FLUSH WITH THE TOP OF THE LIGHT BASE.  BY R.G.
 BJ5366'HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5367 ***********************************************************************
 BJ5367  SACS        -  This is a Secondary Airport Control Station.
 BJ5367  DESIGNATION -  BTR K
 BJ5367  PID         -  BJ5367
 BJ5367  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5367  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ5367
 BJ5367                         *CURRENT SURVEY CONTROL
 BJ5367  ___________________________________________________________________
 BJ5367* NAD 83(1992)-  30 32 04.25152(N)    091 08 31.20488(W)     ADJUSTED  
 BJ5367* NAVD 88     -        20.12   (meters)      66.0    (feet)  GPS OBS   
 BJ5367  ___________________________________________________________________
 BJ5367  X           -    -109,584.800 (meters)                     COMP
 BJ5367  Y           -  -5,497,292.130 (meters)                     COMP
 BJ5367  Z           -   3,221,547.203 (meters)                     COMP
 BJ5367  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BJ5367  ELLIP HEIGHT-          -7.10  (meters)          (05/22/02) GPS OBS
 BJ5367  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5367
 BJ5367  HORZ ORDER  -  FIRST
 BJ5367  ELLP ORDER  -  FOURTH    CLASS II
 BJ5367
 BJ5367.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ5367
 BJ5367.The horizontal coordinates were established by GPS observations
 BJ5367.and adjusted by the National Geodetic Survey in December 1999..
 BJ5367
 BJ5367.The orthometric height was determined by GPS observations and a
 BJ5367.high-resolution geoid model.
 BJ5367
 BJ5367.GPS derived orthometric heights for airport stations designated as
 BJ5367.PACS or SACS are published to 2 decimal places.  This maintains
 BJ5367.centimeter relative accuracy between the PACS and SACS.  It does
 BJ5367.not indicate centimeter accuracy relative to other marks which are
 BJ5367.part of the NAVD 88 network.
 BJ5367
 BJ5367.Photographs are available for this station.
 BJ5367
 BJ5367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5367
 BJ5367.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5367
 BJ5367.The ellipsoidal height was determined by GPS observations
 BJ5367.and is referenced to NAD 83.
 BJ5367
 BJ5367.The geoid height was determined by GEOID03.
 BJ5367
 BJ5367;                    North         East     Units Scale Factor Converg.
 BJ5367;SPC LA S     -   225,532.827 1,018,360.598   MT  0.99996898   +0 05 44.4
 BJ5367;SPC LA S     -   739,935.62  3,341,071.40   sFT  0.99996898   +0 05 44.4
 BJ5367;UTM  15      - 3,379,484.949   678,246.774   MT  0.99999196   +0 56 39.2
 BJ5367
 BJ5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5367!SPC LA S     -   1.00000111  x   0.99996898  =   0.99997009
 BJ5367!UTM  15      -   1.00000111  x   0.99999196  =   0.99999307
 BJ5367
 BJ5367                          SUPERSEDED SURVEY CONTROL
 BJ5367
 BJ5367  ELLIP H (12/09/99)   -7.09   (m)                       GP(       ) 4 2
 BJ5367  NAD 83(1992)-  30 32 04.25018(N)    091 08 31.20531(W) AD(       ) 2
 BJ5367  ELLIP H (11/16/93)   -7.03   (m)                       GP(       ) 4 2
 BJ5367  NGVD 29 (11/16/93)   20.08   (m)           65.9    (f) LEVELING    3  
 BJ5367
 BJ5367.Superseded values are not recommended for survey control.
 BJ5367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5367.See file dsdata.txt to determine how the superseded data were derived.
 BJ5367
 BJ5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7824779485(NAD 83)
 BJ5367_MARKER: DD = SURVEY DISK
 BJ5367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5367_SP_SET: CONCRETE POST
 BJ5367_STAMPING: BTR K 1989
 BJ5367_MARK LOGO: NOS   
 BJ5367_PROJECTION: RECESSED 2 CENTIMETERS
 BJ5367_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5367+STABILITY: SURFACE MOTION
 BJ5367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5367+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 BJ5367
 BJ5367  HISTORY     - Date     Condition        Report By
 BJ5367  HISTORY     - 1989     MONUMENTED       NOS
 BJ5367  HISTORY     - 19921114 GOOD
 BJ5367  HISTORY     - 19921114 GOOD             NGS
 BJ5367  HISTORY     - 19990412 GOOD             NGS
 BJ5367  HISTORY     - 20000217 GOOD             NGS
 BJ5367  HISTORY     - 20041130 GOOD             NGS
 BJ5367
 BJ5367                          STATION DESCRIPTION
 BJ5367
 BJ5367'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 BJ5367'THE STATION IS LOCATED AT THE BATON ROUGE METROPOLITAN RYAN AIRPORT IN
 BJ5367'THE NORTHEAST AREA OF THE AIRFIELD ABOUT 630 FT (192.0 M) SOUTH OF
 BJ5367'RUNWAY END 22L NEAR THE ASPHALT RUN-UP PAD ON TAXIWAY ECHO.
 BJ5367'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 BJ5367'ACCESS THE CONTROLED SURFACE OF THE AIRFIELD.
 BJ5367'THE STATION IS A NOS DISK STAMPED ---BTR K 1989--- AND SET IN THE TOP
 BJ5367'OF A CONCRETE POST FLUSH WITH THE GROUND 127 FT (38.7 M) SOUTHEAST OF
 BJ5367'THE CENTERLINE OF THE TAXIWAY, 119.8 FT (36.5 M) SOUTHWEST OF THE
 BJ5367'NORTHWEST CORNER OF THE RUN-UP PAD AND 47.8 FT (14.6 M) SOUTHEAST OF
 BJ5367'THE SOUTHWEST CORNER, 69.4 FT (21.2 M) NORTHWEST OF AN OBLIQUE CORNER
 BJ5367'IN A CHAINLINK FENCE, AND 48.5 FT (14.8 M) NORTH OF THE WEST END OF A
 BJ5367'SUPPORT FOR ELETRICAL BOXES, 37.0 FT (11.3 M) SOUTHEAST OF THE
 BJ5367'TAXIWAY LIGHT AT THE SOUTHWEST CORNER OF THE RUN-UP PAD AND ON RANGE
 BJ5367'WITH THIS LIGHT AND ITS OPPOSITES.
 BJ5367
 BJ5367                          STATION RECOVERY (1992)
 BJ5367
 BJ5367'RECOVERED 1992
 BJ5367'RECOVERED IN GOOD CONDITION.
 BJ5367
 BJ5367                          STATION RECOVERY (1992)
 BJ5367
 BJ5367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ5367'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT ABOUT 630
 BJ5367'FT (192.0 M) SOUTH OF RWY END 22L NEAR THE ASPHALT RUN-UP PAD ON
 BJ5367'TAXIWAY E.  IT IS 127.0 FT (38.7 M) SOUTHEAST OF THE CENTERLINE OF THE
 BJ5367'TAXIWAY, 119.8 FT (36.5 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 BJ5367'RUN-UP PAD AND 47.8 FT (14.6 M) SOUTHEAST OF THE THE SOUTHWEST CORNER.
 BJ5367'IT IS 69.4 FT (21.2 M) NORTHWEST OF AN OBLIQUE CORNER IN A CHAINLINK
 BJ5367'FENCE, AND 48.5 FT (14.8 M) NORTH OF THE WEST END OF A SUPPORT FOR
 BJ5367'ELECTRICAL BOXES.  IT IS 37.0 FT (11.3 M) SOUTHEAST OF THE TAXIWAY
 BJ5367'LIGHT AT THE SOUTHWEST CORNER OF THE RUN-UP PAD AND ON RANGE WITH THIS
 BJ5367'LIGHT AND ITS OPPOSITE.  THE STATION IS AN NOS DISK STAMPED BTR K
 BJ5367'1989, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BJ5367
 BJ5367                          STATION RECOVERY (1999)
 BJ5367
 BJ5367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ5367'THE STATION IS LOCATED IN THE NORTHEAST PART OF BATON ROUGE AT THE
 BJ5367'BATON ROUGE METROPOLITAN-RYAN FIELD AIRPORT, NEAR THE CENTER OF THE
 BJ5367'EAST SIDE OF THE AIRFIELD, NEAR THE TOP OF THE SOUTHEAST CORNER OF A 1
 BJ5367'M (3.3 FT) HIGH CUTBANK, NEAR THE SOUTHEAST CORNER OF THE RUNUP RAMP
 BJ5367'FOR RUNWAY END 22L, AND IN LINE WITH A TAXI LIGHT AT THE SOUTHEAST
 BJ5367'CORNER OF THE RAMP AND A TAXI LIGHT ON THE OPPISITE SIDE OF THE TAXI.
 BJ5367'OWNERSHIP--EAST BATON ROUGE PARISH.  DIRECTOR OF AVIATION IS ANTHONY
 BJ5367'MARINO, ASSISTANT DIRECTOR IS JERRY MCKINNEY, SUITE 212, 9430 JACKIE
 BJ5367'COCHRAN DRIVE, BATON ROUGE, LA.  70807.  PHONE 225-355-0333.  CONTROL
 BJ5367'TOWER CHIEF IS BRETT SEGAR.  CONTROL TOWER MANAGER AND LOCAL
 BJ5367'COORDINATOR IS JAMES WILSON.  AIRPORT POLICE CHIEF IS LIEUTENANT
 BJ5367'GILBERT C.  LEACHMAN.  PHONE 225-358-4221.  CONTACT THE CONTROL TOWER,
 BJ5367'THE AIRPORT DIRECTOR AND LT.  LIECHMAN FOR PERMISSION TO OCCUPY THIS
 BJ5367'STATION AND FOR ACCESS THROUGH THE LOCKED GATES OR TO ARRANGE FOR AN
 BJ5367'ESCORT.
 BJ5367'NOTE--IT MAY BE NECESSARY TO TAKE A TEST TO OBTAIN AN AIRPORT BADGE TO
 BJ5367'BE ALLOWED ON THE AIRFIELD.
 BJ5367'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 110
 BJ5367'AND STATE HIGHWAY 408 (HARDING BOULEVARD) AT EXIT 6, GO EAST ON
 BJ5367'HIGHWAY 408 FOR 0.97 KM (0.60 MI) TO A PAVED ROAD LEFT LEADING TO THE
 BJ5367'CONTROL TOWER.  TURN LEFT, NORTH, ON THE ROAD PASSING THE TOWER FOR
 BJ5367'0.40 KM (0.25 MI) TO A GATE AT THE SOUTH APRON.  PASS THROUGH THE
 BJ5367'GATE, NORTH, THEN TURN RIGHT, EAST, ACROSS THE APRON FOR 0.32 KM (0.20
 BJ5367'MI) TO A SERVICE ROAD.  CONTINUE AHEAD, EAST, NORTHEAST, THEN
 BJ5367'NORTHWEST, ON THE ROAD PASSING AROUND RUNWAY END 31 FOR 0.72 KM (0.45
 BJ5367'MI) TO THE JUNCTION OF TAXI F ON THE LEFT.  TURN RIGHT, NORTHWEST,
 BJ5367'ALONG THE TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF TAXI E (THE
 BJ5367'PARALLEL TAXI FOR RUNWAY 4R-22L) .  TURN RIGHT, NORTHEAST, ALONG THE
 BJ5367'TAXI FOR 0.56 KM (0.35 MI) TO THE RUNUP RAMP AND THE STATION ON THE
 BJ5367'RIGHT.
 BJ5367'THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST RECESSED
 BJ5367'5 CM BELOW THE GROUND.  IT IS 38.7 M (127.0 FT) SOUTHEAST OF THE TAXI
 BJ5367'CENTER, 21.1 M (69.2 FT) NORTHWEST OF A V-CORNER IN THE CHAIN LINK
 BJ5367'PERIMETER FENCE, 36.5 M (119.8 FT) SOUTH-SOUTHWEST OF THE NORTHEAST
 BJ5367'CORNER OF THE RAMP, 14.3 M (46.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 BJ5367'OF THE RAMP, 14.6 M (47.9 FT) NORTH OF THE NORTHWEST LEG OF A STEEL
 BJ5367'FRAME WITH AN ELECTRICAL BOX, AND 11.3 M (37.1 FT) SOUTHEAST OF A TAXI
 BJ5367'LIGHT NEAR THE SOUTHEAST CORNER OF THE RAMP.
 BJ5367'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 BJ5367
 BJ5367                          STATION RECOVERY (2000)
 BJ5367
 BJ5367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 BJ5367'RECOVERED AS DESCRIBED 02/17/00 BY R.G.  HAYES
 BJ5367
 BJ5367                          STATION RECOVERY (2004)
 BJ5367
 BJ5367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 BJ5367'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5368 ***********************************************************************
 BJ5368  SACS        -  This is a Secondary Airport Control Station.
 BJ5368  DESIGNATION -  BTR L
 BJ5368  PID         -  BJ5368
 BJ5368  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5368  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ5368
 BJ5368                         *CURRENT SURVEY CONTROL
 BJ5368  ___________________________________________________________________
 BJ5368* NAD 83(1992)-  30 32 11.13933(N)    091 09 28.02996(W)     ADJUSTED  
 BJ5368* NAVD 88     -        18.84   (meters)      61.8    (feet)  GPS OBS   
 BJ5368  ___________________________________________________________________
 BJ5368  X           -    -111,097.077 (meters)                     COMP
 BJ5368  Y           -  -5,497,152.885 (meters)                     COMP
 BJ5368  Z           -   3,221,729.246 (meters)                     COMP
 BJ5368  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5368  ELLIP HEIGHT-          -8.38  (meters)          (05/22/02) GPS OBS
 BJ5368  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5368
 BJ5368  HORZ ORDER  -  FIRST
 BJ5368  ELLP ORDER  -  FOURTH    CLASS II
 BJ5368
 BJ5368.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ5368
 BJ5368.The horizontal coordinates were established by GPS observations
 BJ5368.and adjusted by the National Geodetic Survey in December 1999..
 BJ5368
 BJ5368.The orthometric height was determined by GPS observations and a
 BJ5368.high-resolution geoid model.
 BJ5368
 BJ5368.GPS derived orthometric heights for airport stations designated as
 BJ5368.PACS or SACS are published to 2 decimal places.  This maintains
 BJ5368.centimeter relative accuracy between the PACS and SACS.  It does
 BJ5368.not indicate centimeter accuracy relative to other marks which are
 BJ5368.part of the NAVD 88 network.
 BJ5368
 BJ5368.Photographs are available for this station.
 BJ5368
 BJ5368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5368
 BJ5368.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5368
 BJ5368.The ellipsoidal height was determined by GPS observations
 BJ5368.and is referenced to NAD 83.
 BJ5368
 BJ5368.The geoid height was determined by GEOID03.
 BJ5368
 BJ5368;                    North         East     Units Scale Factor Converg.
 BJ5368;SPC LA S     -   225,742.504 1,016,845.539   MT  0.99996929   +0 05 16.0
 BJ5368;SPC LA S     -   740,623.53  3,336,100.74   sFT  0.99996929   +0 05 16.0
 BJ5368;UTM  15      - 3,379,672.171   676,728.747   MT  0.99998531   +0 56 10.5
 BJ5368
 BJ5368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5368!SPC LA S     -   1.00000132  x   0.99996929  =   0.99997061
 BJ5368!UTM  15      -   1.00000132  x   0.99998531  =   0.99998663
 BJ5368
 BJ5368                          SUPERSEDED SURVEY CONTROL
 BJ5368
 BJ5368  ELLIP H (12/09/99)   -8.37   (m)                       GP(       ) 4 2
 BJ5368  NAD 83(1992)-  30 32 11.13768(N)    091 09 28.03051(W) AD(       ) 2
 BJ5368  ELLIP H (11/16/93)   -8.29   (m)                       GP(       ) 4 2
 BJ5368  NGVD 29 (11/16/93)   18.82   (m)           61.7    (f) LEVELING    3  
 BJ5368
 BJ5368.Superseded values are not recommended for survey control.
 BJ5368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5368.See file dsdata.txt to determine how the superseded data were derived.
 BJ5368
 BJ5368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7672979672(NAD 83)
 BJ5368_MARKER: DD = SURVEY DISK
 BJ5368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ5368_SP_SET: CONCRETE CATCHBASIN
 BJ5368_STAMPING: BTR L 1992
 BJ5368_MARK LOGO: NOS   
 BJ5368_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BJ5368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5368+STABILITY: SURFACE MOTION
 BJ5368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5368+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 BJ5368
 BJ5368  HISTORY     - Date     Condition        Report By
 BJ5368  HISTORY     - 1992     MONUMENTED       NOS
 BJ5368  HISTORY     - 19920615 GOOD             NGS
 BJ5368  HISTORY     - 19960126 GOOD             NGS
 BJ5368  HISTORY     - 19990412 GOOD             NGS
 BJ5368  HISTORY     - 20000217 GOOD             NGS
 BJ5368  HISTORY     - 20041130 GOOD             NGS
 BJ5368
 BJ5368                          STATION DESCRIPTION
 BJ5368
 BJ5368'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 BJ5368'THE STATION IS LOCATED IN BATON ROUGE AT THE BATON ROUGE METROPOLITAN
 BJ5368'AIRPORT RYAN FIELD IN THE NORTHWEST PART OF THE AIRFIELD NEAR
 BJ5368'DISPLACED THRESHOLD 13 IN A CATCHBASIN IN THE GRASS AREA BETWEEN
 BJ5368'TAXIWAY B (PARALLEL TO RUNWAY 13) AND A TAXIWAY LEADING TO A GROUP OF
 BJ5368'PRIVATE HANGERS.
 BJ5368'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 BJ5368'ACCESS THE CONTROLLED SURFACE AREAS OF THE AIRFIELD.
 BJ5368'IT IS 423.2 FT (129.0 M) SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 BJ5368'SOUTHWEST EDGE OF THE ASPHALT TAXIWAY AND THE NORTHEAST EDGE OF THE
 BJ5368'CONCRETE TAXIWAY, 143.3 FT (43.7 M) SE OF THE THE CL INTERSECTION OF
 BJ5368'THE CONCRETE TAXIWAY AND THE TAXIWAY LEADING THE THE NW-MOST PRIVATE
 BJ5368'HANGER, 115.5 FT (35.2 M) NORTH OF THE CL INTERSECTION OF THE TAXIWAY
 BJ5368'LEADING TO THE SECOND HANGER, 62.2 FT (19.0 M) SW OF THE CL OF THE
 BJ5368'ASPHALT TAXIWAY AND 25.6 FT (7.8 M) NE OF THE NE END OF THE CONCRETE
 BJ5368'PAVEMENT.  IT IS IN THE CENTER OF THE NORTH SIDE OF A 6 FEET X 6 FEET
 BJ5368'CONCRETE CATCHBASIN, A NOS DISK STAMPED ---BTR L 1992--- SET FLUSH.
 BJ5368
 BJ5368                          STATION RECOVERY (1992)
 BJ5368
 BJ5368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ5368'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE AIRPORT NEAR THE
 BJ5368'DISPLACED THRESHOLD 13.  IT IS SET IN A CATCHBASIN IN THE GRASS AREA
 BJ5368'BETWEEN TAXIWAY B (PARALLEL TO RWY 13) AND A TAXIWAY LEADING TO A
 BJ5368'GROUP OF PRIVATE HANGARS.  IT IS 423.2 FT (129.0 M) SOUTHEAST OF THE
 BJ5368'POINT OF INTERSECTION OF THE SOUTHWEST EDGE OF THE ASPHALT TAXIWAY AND
 BJ5368'THE NORTHEAST EDGE OF THE CONCRETE TAXIWAY, 143.3 FT (43.7 M) SE OF
 BJ5368'THE CL INTERSECTION OF THE CONCRETE TAXIWAY AND THE TAXIWAY LEADING TO
 BJ5368'THE NW-MOST PRIVATE HANGAR, 115.5 FT (35.2 M) NORTH OF THE CL INTERS.
 BJ5368'OF THE TAXIWAY LEADING TO THE SECOND HANGAR, 62.2 FT (19.0 M)
 BJ5368'SOUTHWEST OF THE CL OF THE ASPHALT TAXIWAY AND 25.6 FT (7.8 M) NE OF
 BJ5368'THE NE EDGE OF THE CONCRETE PAVEMENT.  IT IS IN THE CENTER OF THE
 BJ5368'NORTH SIDE OF A 6 FT (1.8 M) BY 6 FT (1.8 M) CONCRETE CATCHBASIN, AN
 BJ5368'NOS DISK STAMPED BTR L 1992, SET FLUSH.
 BJ5368
 BJ5368                          STATION RECOVERY (1996)
 BJ5368
 BJ5368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 BJ5368'RECOVERED AS DESCRIBED.
 BJ5368
 BJ5368                          STATION RECOVERY (1999)
 BJ5368
 BJ5368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ5368'THE STATION IS LOCATED IN THE NORTHEAST PART OF BATON ROUGE AT THE
 BJ5368'BATON ROUGE METROPOLITAN-RYAN FIELD AIRPORT, IN THE NORTHWEST PART OF
 BJ5368'THE AIRFIELD JUST SOUTH OF RUNWAY END 13, BETWEEN THE PARALLEL TAXI
 BJ5368'FOR RUNWAY 13-31 (TAXI B) AND A TAXI LEADING FROM THE RUNWAY END TO
 BJ5368'THE NORTH END OF THE WEST RAMP (THE TAXI ALSO LEADS TO 4 PRIVATE
 BJ5368'HANGARS) .  OWNERSHIP--EAST BATON ROUGE PARISH.  DIRECTOR OF AVIATION
 BJ5368'IS ANTHONY MARINO, ASSISTANT DIRECTOR IS JERRY MCKINNEY, SUITE 212,
 BJ5368'9430 JACKIE COCHRAN DRIVE, BATON ROUGE, LA.  70807.  PHONE
 BJ5368'225-355-0333.  CONTROL TOWER CHIEF IS BRETT SEGAR.  CONTROL TOWER
 BJ5368'MANAGER AND LOCAL COORDINATOR IS JAMES WILSON.  AIRPORT POLICE CHIEF
 BJ5368'IS LIEUTENANT GILBERT C.  LEACHMAN.  PHONE 225-358-4221.  CONTACT THE
 BJ5368'CONTROL TOWER, THE AIRPORT DIRECTOR AND LT.  LIECHMAN FOR PERMISSION
 BJ5368'TO OCCUPY THIS STATION AND FOR ACCESS THROUGH THE LOCKED GATES OR TO
 BJ5368'ARRANGE FOR AN ESCORT.
 BJ5368'NOTE--IT MAY BE NECESSARY TO TAKE A TEST TO OBTAIN AN AIRPORT BADGE TO
 BJ5368'BE ALLOWED ON THE AIRFIELD.
 BJ5368'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 110
 BJ5368'AND STATE HIGHWAY 408 (HARDING BOULEVARD) AT EXIT 6, GO EAST ON
 BJ5368'HIGHWAY 408 FOR 0.97 KM (0.60 MI) TO A PAVED ROAD LEFT LEADING TO THE
 BJ5368'CONTROL TOWER.  TURN LEFT, NORTH, ON THE ROAD PASSING THE TOWER FOR
 BJ5368'0.40 KM (0.25 MI) TO A GATE AT THE SOUTH APRON.  PASS THROUGH THE
 BJ5368'GATE, NORTH, THEN TURN LEFT, WEST, ACROSS THE APRON FOR 0.40 KM (0.25
 BJ5368'MI) TO A SERVICE ROAD ON THE LEFT.  TURN LEFT, SOUTHWEST, NORTHWEST,
 BJ5368'THEN NORTHEAST, PASSING AROUND RUNWAY END 4L FOR 1.85 KM (1.15 MI) TO
 BJ5368'THE SOUTH END OF THE WEST RAMP.  TURN LEFT, NORTH, ACROSS THE APRON
 BJ5368'FOR 0.56 M (1.84 FT) TO A SERVICE ROAD AND TAXI ON THE LEFT.  TURN
 BJ5368'LEFT NORTHWEST, ALONG THE ROAD AND TAXI FOR 0.24 KM (0.15 MI) TO THE
 BJ5368'STATION ON THE RIGHT.
 BJ5368'THE STATION IS SET IN THE TOP OF AND NEAR THE CENTER OF THE NORTH SIDE
 BJ5368'OF A 1.9 M (6.2 FT) SQUARE CONCRETE AND STEEL DRAIN SET FLUSH WITH THE
 BJ5368'GROUND.  IT IS 44.1 M (144.7 FT) NORTH-NORTHWEST OF THE 5TH TAXI LIGHT
 BJ5368'SOUTHEAST OF TAXI J (THE CONNECTOR TAXI TO RUNWAY END 13) , 35.8 M
 BJ5368'(117.5 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE DRIVE TO THE
 BJ5368'NORTHWEST MOST HANGAR, 24.9 M (81.7 FT) NORTHWEST OF THE EXTENDED
 BJ5368'CENTER OF THE DRIVE OF THE 2ND HANGAR FROM THE NORTHWEST, 18.7 M (61.4
 BJ5368'FT) SOUTHWEST OF THE CENTER OF THE PARALLEL TAXI, 12.4 M (40.7 FT)
 BJ5368'SOUTH-SOUTHEAST OF THE 4TH TAXI LIGHT FROM TAXI J, AND 8.0 M (26.2 FT)
 BJ5368'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXI PARALLEL TO THE PARALLEL
 BJ5368'TAXI FOR THE RUNWAY.
 BJ5368'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 BJ5368
 BJ5368                          STATION RECOVERY (2000)
 BJ5368
 BJ5368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 BJ5368'RECOVERED AS DESCRIBED 02/17/00 BY R.G.  HAYES
 BJ5368
 BJ5368                          STATION RECOVERY (2004)
 BJ5368
 BJ5368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 BJ5368'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2821 ***********************************************************************
 AI2821  PACS        -  This is a Primary Airport Control Station.
 AI2821  DESIGNATION -  BTR M
 AI2821  PID         -  AI2821
 AI2821  STATE/COUNTY-  LA/EAST BATON ROUGE
 AI2821  USGS QUAD   -  SCOTLANDVILLE (1995)
 AI2821
 AI2821                         *CURRENT SURVEY CONTROL
 AI2821  ___________________________________________________________________
 AI2821* NAD 83(1992)-  30 31 44.77451(N)    091 09 01.63971(W)     ADJUSTED  
 AI2821* NAVD 88     -        19.80   (meters)      65.0    (feet)  GPS OBS   
 AI2821  ___________________________________________________________________
 AI2821  X           -    -110,402.049 (meters)                     COMP
 AI2821  Y           -  -5,497,580.268 (meters)                     COMP
 AI2821  Z           -   3,221,030.413 (meters)                     COMP
 AI2821  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AI2821  ELLIP HEIGHT-          -7.42  (meters)          (03/20/02) GPS OBS
 AI2821  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AI2821
 AI2821  HORZ ORDER  -  B
 AI2821  ELLP ORDER  -  FIRST     CLASS I
 AI2821
 AI2821.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 AI2821
 AI2821.The horizontal coordinates were established by GPS observations
 AI2821.and adjusted by the National Geodetic Survey in December 1999..
 AI2821
 AI2821.The orthometric height was determined by GPS observations and a
 AI2821.high-resolution geoid model.
 AI2821
 AI2821.GPS derived orthometric heights for airport stations designated as
 AI2821.PACS or SACS are published to 2 decimal places.  This maintains
 AI2821.centimeter relative accuracy between the PACS and SACS.  It does
 AI2821.not indicate centimeter accuracy relative to other marks which are
 AI2821.part of the NAVD 88 network.
 AI2821
 AI2821.Photographs are available for this station.
 AI2821
 AI2821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2821
 AI2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2821
 AI2821.The ellipsoidal height was determined by GPS observations
 AI2821.and is referenced to NAD 83.
 AI2821
 AI2821.The geoid height was determined by GEOID03.
 AI2821
 AI2821;                    North         East     Units Scale Factor Converg.
 AI2821;SPC LA S     -   224,931.730 1,017,550.282   MT  0.99996811   +0 05 29.2
 AI2821;SPC LA S     -   737,963.52  3,338,412.88   sFT  0.99996811   +0 05 29.2
 AI2821;UTM  15      - 3,378,871.906   677,445.430   MT  0.99998844   +0 56 23.2
 AI2821
 AI2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2821!SPC LA S     -   1.00000117  x   0.99996811  =   0.99996928
 AI2821!UTM  15      -   1.00000117  x   0.99998844  =   0.99998961
 AI2821
 AI2821:                Primary Azimuth Mark                     Grid Az
 AI2821:SPC LA S     -  BTR ARP 2                                357 41 34.5
 AI2821:UTM  15      -  BTR ARP 2                                356 50 40.5
 AI2821
 AI2821|---------------------------------------------------------------------|
 AI2821| PID    Reference Object                     Distance      Geod. Az  |
 AI2821|                                                           dddmmss.s |
 AI2821| BJ5366 BTR ARP 2                           419.318 METERS 3574703.7 |
 AI2821|---------------------------------------------------------------------|
 AI2821
 AI2821                          SUPERSEDED SURVEY CONTROL
 AI2821
 AI2821  ELLIP H (12/09/99)   -7.41   (m)                       GP(       ) 1 1
 AI2821
 AI2821.Superseded values are not recommended for survey control.
 AI2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2821.See file dsdata.txt to determine how the superseded data were derived.
 AI2821
 AI2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7744578872(NAD 83)
 AI2821_MARKER: I = METAL ROD
 AI2821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2821_STAMPING: BTR M 1999
 AI2821_MARK LOGO: NGS   
 AI2821_PROJECTION: RECESSED 8 CENTIMETERS
 AI2821_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2821+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 AI2821_ROD/PIPE-DEPTH: 9.1  meters
 AI2821_SLEEVE-DEPTH  : 0.9 meters
 AI2821
 AI2821  HISTORY     - Date     Condition        Report By
 AI2821  HISTORY     - 1999     MONUMENTED       NGS
 AI2821  HISTORY     - 20000217 GOOD             NGS
 AI2821  HISTORY     - 20041130 GOOD             NGS
 AI2821
 AI2821                          STATION DESCRIPTION
 AI2821
 AI2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2821'THE STATION IS LOCATED IN THE NORTHEAST PART OF BATON ROUGE AT THE
 AI2821'BATON ROUGE METROPOLITAN-RYAN FIELD AIRPORT, JUST SOUTH OF MIDFIELD,
 AI2821'IN THE SOUTH QUADRANT OF THE JUNCTION OF RUNWAY 4L-22R AND THE
 AI2821'PARALLEL TAXI FOR RUNWAY 13-31, BETWEEN RUNWAY 4L-22R AND RUNWAY END
 AI2821'4R, IN LINE WITH THE END OF RUNWAY 4R, AND IN LINE WITH THE STOP LINE
 AI2821'ON THE PARALLEL TAXI FOR RUNWAY 4R (THE STOP LINE IS LOCATED ON THE
 AI2821'PARALLEL TAXI FOR RUNWAY 13-31) .  OWNERSHIP--EAST BATON ROUGE PARISH.
 AI2821'DIRECTOR OF AVIATION IS ANTHONY MARINO, ASSISTANT DIRECTOR IS JERRY
 AI2821'MCKINNEY, SUITE 212, 9430 JACKIE COCHRAN DRIVE, BATON ROUGE, LA.
 AI2821'70807.  PHONE 225-355-0333.  CONTROL TOWER CHIEF IS BRETT SEGAR.
 AI2821'CONTROL TOWER MANAGER AND LOCAL COORDINATOR IS JAMES WILSON. AIRPORT
 AI2821'POLICE CHIEF IS LIEUTENANT GILBERT C.  LEACHMAN.  PHONE 225-358-4221.
 AI2821'CONTACT THE CONTROL TOWER, THE AIRPORT DIRECTOR AND LT.  LIECHMAN FOR
 AI2821'PERMISSION TO OCCUPY THIS STATION AND FOR ACCESS THROUGH THE LOCKED
 AI2821'GATES OR TO ARRANGE FOR AN ESCORT.
 AI2821'NOTE--IT MAY BE NECESSARY TO TAKE A TEST TO OBTAIN AN AIRPORT BADGE TO
 AI2821'BE ALLOWED ON THE AIRFIELD.
 AI2821'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 110
 AI2821'AND STATE HIGHWAY 408 (HARDING BOULEVARD) AT EXIT 6, GO EAST ON
 AI2821'HIGHWAY 408 FOR 0.97 KM (0.60 MI) TO A PAVED ROAD LEFT LEADING TO THE
 AI2821'CONTROL TOWER.  TURN LEFT, NORTH, ON THE ROAD PASSING THE TOWER FOR
 AI2821'0.40 KM (0.25 MI) TO A GATE AT THE SOUTH APRON.  PASS THROUGH THE
 AI2821'GATE, NORTH, ACROSS THE APRON AND ALONG TAXI E FOR 0.32 KM (0.20 MI)
 AI2821'TO THE JUNCTION OF RUNWAY END 4R ON THE LEFT.  TURN LEFT, NORTHWEST,
 AI2821'PASSING AROUND THE RUNWAY END FOR 0.08 KM (0.05 MI) TO THE STATION.
 AI2821'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AI2821'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AI2821'WITH A LOGO CAP SURROUNDED BY CONCRETE RECESSED 8 CM BELOW THE GROUND.
 AI2821'IT IS 128.0 M (419.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AI2821'PARALLEL TAXI FOR RUNWAY 13-31, 114.3 M (375.0 FT) SOUTHEAST OF THE
 AI2821'SOUTHEAST EDGE OF RUNWAY 4L-22R, 64.9 M (212.9 FT) NORTHWEST OF THE
 AI2821'WEST CORNER OF RUNWAY END 4R, AND 61.8 M (202.8 FT) NORTHWEST OF THE
 AI2821'NORTHWEST 1 OF 4 RUNWAY END LIGHTS FOR RUNWAY END 4R.  THE ROD WAS
 AI2821'ANCHORED AT A DEPTH OF 9.1 M.
 AI2821'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AI2821
 AI2821                          STATION RECOVERY (2000)
 AI2821
 AI2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 AI2821'RECOVERED AS DESCRIBED 02/17/00 BY R.G.  HAYES
 AI2821
 AI2821                          STATION RECOVERY (2004)
 AI2821
 AI2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AI2821'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0848 ***********************************************************************
 AV0848  DESIGNATION -  BUCK
 AV0848  PID         -  AV0848
 AV0848  STATE/COUNTY-  LA/CAMERON
 AV0848  USGS QUAD   -  F-R RANCH (1982)
 AV0848
 AV0848                         *CURRENT SURVEY CONTROL
 AV0848  ___________________________________________________________________
 AV0848* NAD 83(1992)-  29 57 51.73217(N)    093 35 47.42115(W)     ADJUSTED  
 AV0848* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0848  **This station is located in a subsidence area (see below).
 AV0848  ___________________________________________________________________
 AV0848  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AV0848  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AV0848
 AV0848  HORZ ORDER  -  SECOND
 AV0848
 AV0848.The horizontal coordinates were established by classical geodetic methods
 AV0848.and adjusted by the National Geodetic Survey in January 1993..
 AV0848
 AV0848 ** The orthometric height has not been validated since last determined
 AV0848 ** by differential leveling and should not be used for control purposes.
 AV0848 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0848 ** area with valid NAVD 88 orthometric heights.
 AV0848 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0848 ** epoch indicated which incorporates improved geoid heights for the
 AV0848 ** Southern Louisiana Subsidence area.
 AV0848 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0848.The orthometric height was scaled from a topographic map.
 AV0848
 AV0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0848
 AV0848.The geoid height was determined by GEOID03.
 AV0848
 AV0848;                    North         East     Units Scale Factor Converg.
 AV0848;SPC LA S     -   164,473.989   781,587.313   MT  0.99992595   -1 07 53.8
 AV0848;SPC LA S     -   539,611.75  2,564,257.71   sFT  0.99992595   -1 07 53.8
 AV0848;SPC TXSC     - 4,248,225.173 1,121,323.725   MT  0.99992342   +2 38 50.1
 AV0848;SPC TXSC     -13,937,718.76  3,678,876.25   sFT  0.99992342   +2 38 50.1
 AV0848;SPC TX C     - 3,052,687.759 1,349,874.782   MT  1.00004414   +3 28 11.5
 AV0848;SPC TX C     -10,015,359.76  4,428,714.18   sFT  1.00004414   +3 28 11.5
 AV0848;UTM  15      - 3,314,986.913   442,447.323   MT  0.99964087   -0 17 52.6
 AV0848
 AV0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0848!SPC LA S     -   1.00000412  x   0.99992595  =   0.99993007
 AV0848!SPC TXSC     -   1.00000412  x   0.99992342  =   0.99992754
 AV0848!SPC TX C     -   1.00000412  x   1.00004414  =   1.00004826
 AV0848!UTM  15      -   1.00000412  x   0.99964087  =   0.99964499
 AV0848
 AV0848:                Primary Azimuth Mark                     Grid Az
 AV0848:SPC LA S     -  GUM                                      009 56 47.7
 AV0848:SPC TXSC     -  GUM                                      006 10 03.8
 AV0848:SPC TX C     -  GUM                                      005 20 42.4
 AV0848:UTM  15      -  GUM                                      009 06 46.5
 AV0848
 AV0848|---------------------------------------------------------------------|
 AV0848| PID    Reference Object                     Distance      Geod. Az  |
 AV0848|                                                           dddmmss.s |
 AV0848| BK3200 GUM                                 APPROX.10.5 KM 0084853.9 |
 AV0848| CV8766 BUCK RM 1                            27.930 METERS 09026     |
 AV0848| AV0864 NORTH OIL DERRICK                   APPROX.14.8 KM 1944251.4 |
 AV0848| CV8767 BUCK RM 2                            28.270 METERS 26855     |
 AV0848|---------------------------------------------------------------------|
 AV0848
 AV0848                          SUPERSEDED SURVEY CONTROL
 AV0848
 AV0848  NAD 83(1986)-  29 57 51.75560(N)    093 35 47.40733(W) AD(       ) 2
 AV0848  NAD 27      -  29 57 50.99100(N)    093 35 46.82900(W) AD(       ) 2
 AV0848
 AV0848.Superseded values are not recommended for survey control.
 AV0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0848.See file dsdata.txt to determine how the superseded data were derived.
 AV0848
 AV0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4244714987(NAD 83)
 AV0848_MARKER: DS = TRIANGULATION STATION DISK
 AV0848_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0848_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AV0848
 AV0848  HISTORY     - Date     Condition        Report By
 AV0848  HISTORY     - 1933     MONUMENTED       CGS
 AV0848
 AV0848                          STATION DESCRIPTION
 AV0848
 AV0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JCB)
 AV0848'STATION IS IN SEC. 33, T 12 S, R 12 W, ON THE N SIDE OF
 AV0848'STARKS N CANAL, 4 MILES W OF T-JUNCTION OF THE N CANAL AND
 AV0848'THE CANAL LEADING S.  ABOUT 2 MILES E OF THE BEGINNING OF
 AV0848'THE LONG E-W TANGENT OF THE N CANAL.  STATION IS ON THE
 AV0848'SPOIL BANK, 10.0 METERS N OF THE CENTER LINE OF THE CANAL.
 AV0848'
 AV0848'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0848'IN THE TOPS OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0848'
 AV0848'STATION IS REACHED BY BOAT AS FOLLOWS--ENTER VINTON CANAL
 AV0848'FROM SHIP CHANNEL AND PROCEED 0.5 MILE SW TO ITS JUNCTION
 AV0848'WITH BLACK BAYOU, FOLLOW BLACK BAYOU IN A SOUTHWESTERLY
 AV0848'DIRECTION ABOUT 6 MILES TO CONFLUENCE OF BLACK BAYOU AND
 AV0848'RIGHT HAND OF SOUTH FORK.  FOLLOW SOUTH FORK 1.5 MILES S
 AV0848'TO STARKS S GATE CAMP.  THENCE S IN DREDGED CANAL 0.5 MILE.
 AV0848'THENCE NORTHWESTERLY 1.0 MILE TO BEGINNING OF STARKS N CANAL.
 AV0848'
 AV0848'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0930 ***********************************************************************
 AV0930  DESIGNATION -  BUCK 1933
 AV0930  PID         -  AV0930
 AV0930  STATE/COUNTY-  LA/CAMERON
 AV0930  USGS QUAD   -  WEST OF JOHNSON BAYOU (1993)
 AV0930
 AV0930                         *CURRENT SURVEY CONTROL
 AV0930  ___________________________________________________________________
 AV0930* NAD 83(1992)-  29 49 27.04837(N)    093 50 13.09960(W)     ADJUSTED  
 AV0930* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0930  ___________________________________________________________________
 AV0930  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AV0930  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AV0930
 AV0930  HORZ ORDER  -  THIRD
 AV0930
 AV0930.The horizontal coordinates were established by classical geodetic methods
 AV0930.and adjusted by the National Geodetic Survey in February 1996..
 AV0930
 AV0930.The orthometric height was scaled from a topographic map.
 AV0930
 AV0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0930
 AV0930.The geoid height was determined by GEOID03.
 AV0930
 AV0930;                    North         East     Units Scale Factor Converg.
 AV0930;SPC LA S     -   149,421.362   758,044.596   MT  0.99993047   -1 15 06.7
 AV0930;SPC LA S     -   490,226.59  2,487,017.98   sFT  0.99993047   -1 15 06.7
 AV0930;UTM  15      - 3,299,597.112   419,132.595   MT  0.99968068   -0 24 58.6
 AV0930
 AV0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0930!SPC LA S     -   1.00000411  x   0.99993047  =   0.99993457
 AV0930!UTM  15      -   1.00000411  x   0.99968068  =   0.99968478
 AV0930
 AV0930                          SUPERSEDED SURVEY CONTROL
 AV0930
 AV0930  NAD 83(1992)-  29 49 27.04822(N)    093 50 13.09959(W) AD(       ) 3
 AV0930  NAD 83(1986)-  29 49 27.07025(N)    093 50 13.08470(W) AD(       ) 3
 AV0930  NAD 27      -  29 49 26.28400(N)    093 50 12.48500(W) AD(       ) 3
 AV0930
 AV0930.Superseded values are not recommended for survey control.
 AV0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0930.See file dsdata.txt to determine how the superseded data were derived.
 AV0930
 AV0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1913399597(NAD 83)
 AV0930_MARKER: DS = TRIANGULATION STATION DISK
 AV0930_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0930_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0930
 AV0930  HISTORY     - Date     Condition        Report By
 AV0930  HISTORY     - 1933     MONUMENTED       CGS
 AV0930
 AV0930                          STATION DESCRIPTION
 AV0930
 AV0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0930'STATION IS ON THE SE SHORE OF SABINE LAKE 3.5 MILES SSW OF
 AV0930'JOHNSON BAYOU, 4.5 MILES NNE OF BLUE BUCK POINT, IN MARSH
 AV0930'45 METERS INSHORE, AT A SMALL POINT.
 AV0930'
 AV0930'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 AV0930'THE TOP OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AV0930'
 AV0930'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN TOP OF
 AV0930'SQUARE BLOCKS OF CONCRETE CAST AROUND 2 BY 4 STAKES DRIVEN
 AV0930'INTO THE MARSH.
 AV0930'
 AV0930'REFERENCE MARK NO. 1 IS 23.725 METERS FROM THE STATION S 76 DEG E.
 AV0930'
 AV0930'REFERENCE MARK NO. 2 IS 20.990 METERS FROM THE STATION S 15 DEG W.
 AV0930'
 AV0930'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2569 ***********************************************************************
 BX2569  DESIGNATION -  BUCKEYE
 BX2569  PID         -  BX2569
 BX2569  STATE/COUNTY-  LA/RAPIDES
 BX2569  USGS QUAD   -  BUCKEYE (1994)
 BX2569
 BX2569                         *CURRENT SURVEY CONTROL
 BX2569  ___________________________________________________________________
 BX2569* NAD 83(1992)-  31 22 07.58880(N)    092 07 31.45157(W)     ADJUSTED  
 BX2569* NAVD 88     -        26.5    (meters)      87.     (feet)  VERTCON   
 BX2569  ___________________________________________________________________
 BX2569  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BX2569  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2569
 BX2569  HORZ ORDER  -  FIRST
 BX2569
 BX2569.The horizontal coordinates were established by classical geodetic methods
 BX2569.and adjusted by the National Geodetic Survey in January 1993..
 BX2569
 BX2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2569
 BX2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2569
 BX2569.The geoid height was determined by GEOID03.
 BX2569
 BX2569;                    North         East     Units Scale Factor Converg.
 BX2569;SPC LA N     -    96,387.964 1,035,635.690   MT  0.99996032   +0 11 53.0
 BX2569;SPC LA N     -   316,232.85  3,397,748.09   sFT  0.99996032   +0 11 53.0
 BX2569;UTM  15      - 3,470,803.057   583,172.763   MT  0.99968532   +0 27 19.1
 BX2569
 BX2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2569!SPC LA N     -   0.99999999  x   0.99996032  =   0.99996031
 BX2569!UTM  15      -   0.99999999  x   0.99968532  =   0.99968531
 BX2569
 BX2569:                Primary Azimuth Mark                     Grid Az
 BX2569:SPC LA N     -  BUCKEYE AZ MK                            029 04 18.6
 BX2569:UTM  15      -  BUCKEYE AZ MK                            028 48 52.5
 BX2569
 BX2569|---------------------------------------------------------------------|
 BX2569| PID    Reference Object                     Distance      Geod. Az  |
 BX2569|                                                           dddmmss.s |
 BX2569| CY3917 BUCKEYE AZ MK                                      0291611.6 |
 BX2569| CY3918 BUCKEYE RM 1                         40.998 METERS 04200     |
 BX2569| CY3919 BUCKEYE RM 2                         42.785 METERS 17554     |
 BX2569|---------------------------------------------------------------------|
 BX2569
 BX2569                          SUPERSEDED SURVEY CONTROL
 BX2569
 BX2569  NAD 83(1986)-  31 22 07.60784(N)    092 07 31.44720(W) AD(       ) 1
 BX2569  NAD 27      -  31 22 06.95615(N)    092 07 30.98632(W) AD(       ) 1
 BX2569  NGVD 29 (07/19/86)   26.5    (m)           87.     (f) VERT ANG       
 BX2569
 BX2569.Superseded values are not recommended for survey control.
 BX2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2569.See file dsdata.txt to determine how the superseded data were derived.
 BX2569
 BX2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8317370803(NAD 83)
 BX2569_MARKER: DS = TRIANGULATION STATION DISK
 BX2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2569
 BX2569  HISTORY     - Date     Condition        Report By
 BX2569  HISTORY     - 1941     MONUMENTED       CGS
 BX2569  HISTORY     - 1959     GOOD             CGS
 BX2569  HISTORY     - 1969     GOOD             CGS
 BX2569
 BX2569                          STATION DESCRIPTION
 BX2569
 BX2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2569'STATION IS IN THE W EDGE OF SEC. 42, T. 5 N., R. 3 E., ABOUT
 BX2569'5-3/4 MILES S OF THE S SHORE OF CATAHOULA LAKE AND 2-1/2
 BX2569'MILES ENE OF DEVILLE POST OFFICE ON LAND OWNED BY CHARLIE
 BX2569'CROOKS OF LECOMPTE.  STATION MARK IS 60 FEET SW OF A TRIANGULAR
 BX2569'BLAZED 4-FOOT LIVE OAK TREE, 29 FEET W OF THE CENTER LINE
 BX2569'OF GRAVEL ROAD, AND 3-1/2 FEET N OF REFERENCE POST.  IT IS
 BX2569'STAMPED BUCKEYE 1941 AND PROJECTS 4 INCHES.
 BX2569'
 BX2569'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BX2569'BRONZE DISKS SET IN CONCRETE.
 BX2569'
 BX2569'REFERENCE MARK NO. 1 IS 19 FEET E OF THE CENTER LINE OF ROAD,
 BX2569'18 INCHES W OF RIGHT-OF-WAY FENCE.  IT IS STAMPED BUCKEYE
 BX2569'NO. 1, 1941 AND PROJECTS 10 INCHES.
 BX2569'
 BX2569'REFERENCE MARK NO. 2 IS 19 FEET E OF CENTER LINE OF ROAD,
 BX2569'1 FOOT W OF RIGHT-OF-WAY FENCE.  IT IS STAMPED BUCKEYE NO.
 BX2569'2, 1941 AND PROJECTS 10 INCHES.
 BX2569'
 BX2569'THE AZIMUTH MARK IS 100 YARDS E OF THE ROAD, 42 FEET ESE
 BX2569'OF THE SE CORNER OF CATTLE SHELTER, 20 FEET SE OF A 3-FOOT
 BX2569'LIVE OAK TREE AND 1-1/2 FEET E OF REFERENCE POST.  IT IS
 BX2569'STAMPED BUCKEYE 1941 AND PROJECTS 4 INCHES.
 BX2569'
 BX2569'TO REACH STATION FROM THE DEVILLE POST OFFICE, GO E FROM
 BX2569'THE CROSSROADS FOR 2.1 MILES AND TAKE LEFT FORK.  GO 0.1
 BX2569'MILE TO N-S GRADED GRAVEL ROAD AND CONTINUE N FOR 0.65
 BX2569'MILE AND KEEP STRAIGHT AHEAD AT LEFT TURN OF MAIN ROAD.  GO
 BX2569'0.25 MILE AND TAKE RIGHT FORK.  GO 0.2 MILE TO THE STATION
 BX2569'ON W SIDE OF THE ROAD.
 BX2569'
 BX2569'A 126-FOOT SIGNAL AT B-3759 IS VISIBLE AT 75 FEET.
 BX2569'
 BX2569'A 116-FOOT SIGNAL AT CATAHOULA IS VISIBLE AT 65 FEET.
 BX2569'
 BX2569'A 126-FOOT SIGNAL AT GARRET IS VISIBLE AT 80 FEET.
 BX2569'
 BX2569'A 126-FOOT SIGNAL AT LARTO IS VISIBLE AT 80 FEET.
 BX2569'
 BX2569'A 116-FOOT SIGNAL AT RIVER IS VISIBLE AT 90 FEET.
 BX2569'
 BX2569'A 116-FOOT SIGNAL AT BEN ROUTH IS VISIBLE AT 50 FEET.
 BX2569'
 BX2569'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 BX2569
 BX2569                          STATION RECOVERY (1959)
 BX2569
 BX2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2569'THE STATION WAS VISITED 10-12-59 AND ALL MARKS WERE FOUND
 BX2569'IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 18.25 MILES
 BX2569'EAST-NORTHEAST OF PINEVILLE, ABOUT 6 MILES SOUTH-SOUTHEAST
 BX2569'OF THE SOUTH SHORE OF CATAHOULA LAKE, 2.5 MILES EAST-NORTHEAST
 BX2569'OF DE VILLE CROSSROADS, ON THE WEST SIDE OF SE. 42, T 5N,
 BX2569'R 3 E, ON THE WEST SIDE OF A GRAVELED ROAD, ABOUT 100 YARDS
 BX2569'NORTHWEST OF AN OIL WELL.  IT IS ABOUT 100 PACES WEST OF
 BX2569'A LARGE STORAGE TANK, 30 FEET WEST OF THE CENTER OF THE
 BX2569'GRAVELED ROAD, 86 PACES SOUTH OF A ROAD LEADING WEST TO THE
 BX2569'STORAGE TANK, 46.5 FEET WEST OF POWER POLE NO. 21, AND 28.5
 BX2569'FEET NORTH OF A 6-INCH PINE TREE.  IT IS A STANDARD DISK,
 BX2569'STAMPED BUCKEYE 1941, PROJECTING 4 INCHES AND 1 FOOT WEST
 BX2569'OF A METAL WITNESS POST BEARING A WHITE SIGN.
 BX2569'
 BX2569'REFERENCE MARK NO. 1 IS 134.51 FEET NORTHEAST OF THE STATION,
 BX2569'18 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT
 BX2569'WEST OF A FENCE LINE, 36 FEET SOUTH OF POWER POLE NO. 22,
 BX2569'AND 125 FEET SOUTH-SOUTHEAST OF THE JUNCTION OF THE MAIN
 BX2569'ROAD AND THE ROAD LEADING WEST.  IT IS A STANDARD DISK, STAMPED
 BX2569'BUCKEYE NO 1 1941, PROJECTING 4 INCHES.
 BX2569'
 BX2569'REFERENCE MARK NO. 2 IS 140.37 FEET SOUTH OF THE STATION,
 BX2569'19 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT
 BX2569'EAST OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED BUCKEYE
 BX2569'NO 2 1941, PROJECTING 4 INCHES.
 BX2569'
 BX2569'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHEAST OF THE STATION
 BX2569'AT THE NORTH EDGE OF A PASTURE, 100 YARDS EAST OF THE MAIN
 BX2569'ROAD, 104 FEET NORTH OF A ROAD LEADING EAST, 19 FEET SOUTHEAST
 BX2569'OF A LONE LIVE OAK TREE, 62 FEET SOUTHWEST OF A 3-FOOT OAK
 BX2569'TREE, AND 94 FEET NORTH OF A FENCE LINE.  IT IS A STANDARD
 BX2569'DISK, STAMPED BUCKEYE 1941, PROJECTING 2 INCHES.
 BX2569'
 BX2569'TO REACH THE STATION FROM THE POST OFFICE IN PINEVILLE,
 BX2569'GO NORTH ON BUSINESS ROUTE 165 FOR 0.5 MILE TO THE JUNCTION
 BX2569'WITH STATE HIGHWAY 28, TURN RIGHT AND GO EAST ON STATE HIGHWAY
 BX2569'28 FOR 12.65 MILES TO THE JUNCTION WITH STATE HIGHWAY 115,
 BX2569'TURN RIGHT AND GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 115
 BX2569'FOR 4.5 MILES TO THE CROSSROADS AT DE VILLE, KEEP STRAIGHT
 BX2569'AHEAD AND GO EAST FOR 2.1 MILES TO A FORK, TAKE LEFT FORK
 BX2569'AND GO NORTH ON STATE HIGHWAY 1206 FOR 0.7 MILETO WHERE
 BX2569'THE HIGHWAY TURNS LEFT, KEEP STRAIGHT AHEAD FOR 0.25 MILE
 BX2569'TO A FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO THE STATION
 BX2569'ON THE LEFT.  CONTINUE NORTH FOR 0.25 MILE TO A SIDE ROAD
 BX2569'RIGHT, TURN RIGHT AND GO ABOUT 100 YARDS TO THE AZIMUTH
 BX2569'MARK ON THE LEFT.
 BX2569
 BX2569                          STATION RECOVERY (1969)
 BX2569
 BX2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2569'THE STATION WAS RECOVERED AS DESCRIBED.  A COMPLETE DESCRIPTION
 BX2569'FOLLOWS.
 BX2569'
 BX2569'THE STATION IS LOCATED ABOUT 18-1/2 MILES EAST-NORTHEAST OF
 BX2569'PINEVILLE, 2-1/2 MILES NORTHEAST OF DEVILLE, AND 3-1/2 MILES
 BX2569'NORTH WEST OF THE WEST EDGE OF THE SALINE LAKE, IN THE WEST EDGE
 BX2569'OF SEC. 42, T5N, R3E, ON THE WEST SIDE OF A PAVED ROAD, ABOUT
 BX2569'100 YARDS NORTHWEST OF AN OIL WELL.
 BX2569'
 BX2569'STATION MARK IS A STANDARD DISK STAMPED, BUCKEYE 1941, SET IN
 BX2569'THE TOP OF A 12 INCH SQUARE MONUMENT THAT PROJECTS 2 INCHES.  IT
 BX2569'IS 47 FEET WEST-NORTHWEST OF POWER POLE NUMBER 21, 30 FEET WEST
 BX2569'OF THE APPROXIMATE CENTER OF A PAVED ROAD, 28 FEET NORTH OF A
 BX2569'14 INCH PINE TREE, 25 FEET SOUTH-SOUTHWEST OF A 14 INCH PINE
 BX2569'TREE, AND 1 FOOT WEST OF A METAL WITNESS POST WITH A SIGN
 BX2569'ATTACHED.
 BX2569'
 BX2569'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BUCKEYE NO 1 1941,
 BX2569'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BX2569'3 INCHES.  IT IS 115 FEET SOUTH-SOUTHEAST OF A T-INTERSECTION,
 BX2569'36 FEET SOUTH OF POWER POLE NUMBER 22, 18 FEET EAST OF THE
 BX2569'APPROXIMATE CENTER OF A PAVED ROAD, THE FENCE IS LEANING AND IS
 BX2569'DIRECTLY OVER THE MARK.
 BX2569'
 BX2569'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BUCKEYE NO2 1941,
 BX2569'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BX2569'3 INCHES.  IT IS 117 FEET SOUTH OF POWER POLE NUMBER 21, 19 FEET
 BX2569'EAST OF THE APPROXIMATE CENTER OF A PAVED ROAD, AND 1 FOOT
 BX2569'EAST OF A FENCE.
 BX2569'
 BX2569'AZIMUTH MARK IS A STANDARD DISK STAMPED, BUCKEYE 1941, SET
 BX2569'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT
 BX2569'IS 105 FEET NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, 95
 BX2569'FEET NORTH OF A FENCE, 83 FEET WEST OF A FENCE AND 1 FOOT
 BX2569'SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2569'
 BX2569'TO REACH THE STATION FROM THE CROSSROADS JUST NORTHEAST OF
 BX2569'THE POST OFFICE IN DEVILLE.  GO EAST ON STATE HIGHWAY 1207 FOR
 BX2569'2.2 MILES TO A FORK, TAKE LEFT FORK AND GO 0.1 MILE TO A REVERSE
 BX2569'Y-FORK, AND JUNCTION OF STATE HIGHWAY 1206.  CONTINUE, NOW ON
 BX2569'STATE HIGHWAY 1206, AHEAD FOR 0.6 MILE TO WHERE THE MAIN ROAD
 BX2569'MAKES A LEFT TURN, GO STRAIGHT AHEAD ON PAVED ROAD FOR 0.3 MILE
 BX2569'TO A FORK.  TAKE RIGHT FORK AND GO 0.2 MILE TO STATION ON THE
 BX2569'LEFT, THIS IS 0.05 MILE BEFORE A SIDE ROAD LEFT.  TO REACH THE
 BX2569'AZIMUTH MARK FROM THE STATION CONTINUE AHEAD (NORTH) ON PAVED
 BX2569'ROAD FOR 0.25 MILE TO A FARM HOUSE ON THE LEFT AND A SIDE
 BX2569'ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE TO THE AZIMUTH ON THE
 BX2569'LEFT.
 BX2569'
 BX2569'HEIGHT OF LIGHT ABOVE STATION MARK 112.76 FEET.
 BX2569'
 BX2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2569'2-1/2 MILES NORTHEAST OF DEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3066 ***********************************************************************
 CP3066  DESIGNATION -  BUCKNER
 CP3066  PID         -  CP3066
 CP3066  STATE/COUNTY-  LA/RICHLAND
 CP3066  USGS QUAD   -  GILLEYVILLE (1982)
 CP3066
 CP3066                         *CURRENT SURVEY CONTROL
 CP3066  ___________________________________________________________________
 CP3066* NAD 83(1992)-  32 18 04.18152(N)    091 56 25.30537(W)     ADJUSTED  
 CP3066* NAVD 88     -        22.4    (meters)      73.     (feet)  VERTCON   
 CP3066  ___________________________________________________________________
 CP3066  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CP3066  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP3066
 CP3066  HORZ ORDER  -  FIRST
 CP3066
 CP3066.The horizontal coordinates were established by classical geodetic methods
 CP3066.and adjusted by the National Geodetic Survey in January 1993..
 CP3066
 CP3066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3066
 CP3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3066
 CP3066.The geoid height was determined by GEOID03.
 CP3066
 CP3066;                    North         East     Units Scale Factor Converg.
 CP3066;SPC LA N     -   199,841.614 1,052,704.762   MT  0.99993706   +0 17 45.2
 CP3066;SPC LA N     -   655,647.03  3,453,748.87   sFT  0.99993706   +0 17 45.2
 CP3066;UTM  15      - 3,574,310.967   599,762.339   MT  0.99972273   +0 33 58.6
 CP3066
 CP3066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3066!SPC LA N     -   1.00000057  x   0.99993706  =   0.99993763
 CP3066!UTM  15      -   1.00000057  x   0.99972273  =   0.99972330
 CP3066
 CP3066:                Primary Azimuth Mark                     Grid Az
 CP3066:SPC LA N     -  RHYMES RESET                             023 46 25.1
 CP3066:UTM  15      -  RHYMES RESET                             023 30 11.7
 CP3066
 CP3066|---------------------------------------------------------------------|
 CP3066| PID    Reference Object                     Distance      Geod. Az  |
 CP3066|                                                           dddmmss.s |
 CP3066| CP3072 RHYMES RESET                        APPROX. 9.4 KM 0240410.3 |
 CP3066| CY3922 BUCKNER RM 1                         38.167 METERS 07057     |
 CP3066| CP3063 MANGHAM ATT MICROWAVE KGP 66        APPROX. 6.9 KM 0782359.5 |
 CP3066| CP3061 MANGHAM MUNICIPAL TANK              APPROX.15.2 KM 0853223.5 |
 CP3066| CY3924 BUCKNER RM 3                         36.707 METERS 14921     |
 CP3066| CY3923 BUCKNER RM 2                         52.700 METERS 16714     |
 CP3066| CY3921 BUCKNER AZ MK 2                                    2103242.7 |
 CP3066| CY3920 BUCKNER AZ MK                                      2110745.7 |
 CP3066|---------------------------------------------------------------------|
 CP3066
 CP3066                          SUPERSEDED SURVEY CONTROL
 CP3066
 CP3066  NAD 83(1986)-  32 18 04.19532(N)    091 56 25.29824(W) AD(       ) 1
 CP3066  NAD 27      -  32 18 03.65802(N)    091 56 24.82730(W) AD(       ) 1
 CP3066  NGVD 29 (07/19/86)   22.4    (m)           73.     (f) VERT ANG       
 CP3066
 CP3066.Superseded values are not recommended for survey control.
 CP3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3066.See file dsdata.txt to determine how the superseded data were derived.
 CP3066
 CP3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9976274311(NAD 83)
 CP3066_MARKER: DS = TRIANGULATION STATION DISK
 CP3066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3066
 CP3066  HISTORY     - Date     Condition        Report By
 CP3066  HISTORY     - 1941     MONUMENTED       CGS
 CP3066  HISTORY     - 1971     GOOD             NGS
 CP3066
 CP3066                          STATION DESCRIPTION
 CP3066
 CP3066'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CP3066'STATION IS ABOUT MILES SW OF THE TOWN OF ALTO, IN SEC. 10,
 CP3066'T. 15 N., R. 5 E., ON THE S BANK OF THE BOEUF RIVER, ON LAND
 CP3066'OWNED BY W.L. MC INTOSH.  IT IS ABOUT 100 FEET NE OF THE E
 CP3066'END OF A BRIDGE OVER BOEUF RIVER, 58 FEET N OF THE CENTER OF
 CP3066'A GRAVEL ROAD, 41 FEET E OF A TRIANGULAR BLAZED 30-INCH PECAN
 CP3066'TREE, 23 FEET N OF 12-INCH HACKBERRY TREE AND 7-1/2 FEET S OF
 CP3066'A WHITE REFERENCE POST.  IT IS STAMPED BUCKNER 1941 AND
 CP3066'PROJECTS ABOUT 6 INCHES.
 CP3066'
 CP3066'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3066'BRONZE DISKS SET IN CONCRETE.
 CP3066'
 CP3066'REFERENCE MARK NO. 1 IS 60 FEET E OF A TELEPHONE POLE AND 33
 CP3066'FEET N OF A 10-INCH PECAN TREE.  IT IS STAMPED BUCKNER NO.
 CP3066'1 1941 AND PROJECTS ABOUT 10 INCHES.
 CP3066'
 CP3066'REFERENCE MARK NO. 2 IS 70 FEET W OF A GRAVEL ROAD INTERSECTION
 CP3066'AND 15 FEET S OF THE CENTER OF A GRAVEL ROAD.  IT IS STAMPED
 CP3066'BUCKNER NO. 2 1941 AND PROJECTS ABOUT 4 INCHES.
 CP3066'
 CP3066'AZIMUTH MARK IS 39 FEET NW OF AN OLD SHACK, 9 FEET NE OF
 CP3066'A FARM ROAD AND 1 FOOT NW OF A WHITE REFERENCE POST.  IT IS
 CP3066'STAMPED BUCKNER 1941 AND PROJECTS ABOUT 4 INCHES.  TO REACH THE
 CP3066'MARK FROM THE STATION, GO S FROM THE INTERSECTION 0.25 MILE TO
 CP3066'A FARM ROAD LEFT.  TURN LEFT AND GO ABOUT 500 YARDS TO THE
 CP3066'AZIMUTH MARK ON THE LEFT.
 CP3066'
 CP3066'TO REACH THE STATION FROM THE TOWN OF ALTO, GO S 2.7 MILES
 CP3066'TO A CROSS ROAD.  TURN RIGHT AND GO SW ON GRAVEL ROAD FOR 5.35
 CP3066'MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO ABOUT 0.05 MILE
 CP3066'TO THE STATION ON THE RIGHT NEAR THE BRIDGE.
 CP3066'
 CP3066'A 126-FOOT SIGNAL AT RIVERTON IS VISIBLE AT 116 FEET.
 CP3066'
 CP3066'A 116-FOOT SIGNAL AT SWAMP IS VISIBLE AT 116 FEET.
 CP3066'
 CP3066'A 116-FOOT SIGNAL AT RHYMES IS VISIBLE AT 116 FEET.
 CP3066'
 CP3066'A 126-FOOT SIGNAL AT WOOLEN IS VISIBLE AT 103 FEET.
 CP3066'
 CP3066'A 116-FOOT SIGNAL AT FONDALE IS VISIBLE AT 90 FEET.
 CP3066'
 CP3066'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CP3066
 CP3066                          STATION RECOVERY (1971)
 CP3066
 CP3066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3066'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH AND TREES ON
 CP3066'LINE.
 CP3066'
 CP3066'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 CP3066'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 HAS
 CP3066'BEEN DESTROYED.  A CHECK WAS MADE ON THE AZIMUTH MARK AND IT
 CP3066'CHECKED THE 1941 HORIZONTAL DIRECTION ADEQUATELY.  DUE TO
 CP3066'CULTIVATION THE AZIMUTH MARK WILL BE DESTROYED BY THIS PARTY.
 CP3066'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY
 CP3066'0.006 METERS, THE HORIZONTAL DIRECTION WAS FOUND TO BE IN
 CP3066'ERROR BY 4 MINUTES AND 53 SECONDS.  A NEW REFERENCE MARK 3
 CP3066'AND AN AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  A COMPLETE
 CP3066'NEW DESCRIPTION FOLLOWS.
 CP3066'
 CP3066'THE STATION IS ABOUT 18.0 MILES SOUTHEAST OF MONROE, 16.0 MILES
 CP3066'SOUTHWEST OF RAYVILLE, 9.5 MILES WEST OF MANGHAM, IN NORTHEAST
 CP3066'1/4 OF SECTION 10, T 15 N, R 5 E, ON THE SOUTH BANK OF THE BOEUF
 CP3066'RIVER AND ON LAND OWNED BY MR. W.L. MC INTOSH, ROUTE 3, BOX 178,
 CP3066'RAYVILLE, LOUISIANA, 71269.
 CP3066'
 CP3066'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 BYPASS
 CP3066'AND STATE HIGHWAY 15 IN THE SOUTHEAST EDGE OF MONROE, GO
 CP3066'SOUTHEAST ON STATE HIGHWAY 15 FOR 14.0 MILES TO THE JUNCTION OF
 CP3066'STATE HIGHWAY 133.  TURN RIGHT AND GO SOUTHWEST ON STATE HIGHWAY
 CP3066'133 FOR 4.6 MILES TO THE JUNCTION OF STATE HIGHWAY 132.  TURN
 CP3066'LEFT AND GO SOUTH AND EAST ON STATE HIGHWAY 132 FOR 2.05 MILES
 CP3066'TO THE BOEUF RIVER BRIDGE, CONTINUE EAST ON STATE HIGHWAY 132
 CP3066'FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 561.  TURN
 CP3066'LEFT AND GO NORTHEAST ON STATE HIGHWAY 132 FOR 0.05 MILE TO A
 CP3066'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE
 CP3066'GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 CP3066'
 CP3066'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 132
 CP3066'AND STATE HIGHWAY 561, GO SOUTHWEST ON STATE HIGHWAY 561 FOR 0.15
 CP3066'MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP3066'
 CP3066'STATION MARKS ARE STANDARD DISKS STAMPED BUCKNER 1941.  THE
 CP3066'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CP3066'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 62
 CP3066'FEET NORTHEAST OF THE GRAVELED ROAD, 34 FEET NORTHWEST OF A
 CP3066'28-INCH HACKBERRY TREE, 26 FEET SOUTHWEST OF A 10-INCH PECAN TREE
 CP3066'AND 5.5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 CP3066'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 CP3066'INCHES BELOW THE GROUND SURFACE.
 CP3066'
 CP3066'REFERENCE MARK 1, A STANDARD DISK STAMPED BUCKNER NO 1 1941,
 CP3066'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 CP3066'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET SOUTH
 CP3066'OF THE EDGE OF A DEEP DITCH, 12 FEET NORTHWEST OF A 6-INCH
 CP3066'HACKBERRY TREE AND 12 FEET SOUTHEAST OF A 10-INCH HACKBERRY
 CP3066'TREE.
 CP3066'
 CP3066'REFERENCE MARK 3, A STANDARD DISK STAMPED BUCKNER 1941 NO 3
 CP3066'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3066'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET
 CP3066'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 132, 47 FEET
 CP3066'NORTHEAST OF THE GRAVELED ROAD AND 2 FEET NORTH OF A METAL
 CP3066'WITNESS POST.
 CP3066'
 CP3066'THE AZIMUTH MARK, A STANDARD DISK STAMPED BUCKNER 1941 1971, IS
 CP3066'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3066'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET NORTH
 CP3066'OF A POWERLINE POLE WITH TRANSFORMER, 40 FEET EAST OF THE
 CP3066'CENTERLINE OF STATE HIGHWAY 561, 1 FOOT WEST OF A FENCE AND 3
 CP3066'FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 CP3066'
 CP3066'HEIGHT OF LIGHT ABOVE STATION MARK 125.9 FEET.
 CP3066'
 CP3066'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3066'9.5 MILES WEST OF MANGHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3166 ***********************************************************************
 AU3166  DESIGNATION -  BUD
 AU3166  PID         -  AU3166
 AU3166  STATE/COUNTY-  LA/TERREBONNE
 AU3166  USGS QUAD   -  HOUMA (1980)
 AU3166
 AU3166                         *CURRENT SURVEY CONTROL
 AU3166  ___________________________________________________________________
 AU3166* NAD 83(1992)-  29 35 39.70113(N)    090 38 59.62723(W)     ADJUSTED  
 AU3166* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3166  **This station is located in a subsidence area (see below).
 AU3166  ___________________________________________________________________
 AU3166  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3166  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AU3166
 AU3166  HORZ ORDER  -  FIRST
 AU3166
 AU3166.The horizontal coordinates were established by classical geodetic methods
 AU3166.and adjusted by the National Geodetic Survey in January 1993..
 AU3166
 AU3166 ** The orthometric height has not been validated since last determined
 AU3166 ** by differential leveling and should not be used for control purposes.
 AU3166 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3166 ** area with valid NAVD 88 orthometric heights.
 AU3166 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3166 ** epoch indicated which incorporates improved geoid heights for the
 AU3166 ** Southern Louisiana Subsidence area.
 AU3166 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3166.The orthometric height was scaled from a topographic map.
 AU3166
 AU3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3166
 AU3166.The geoid height was determined by GEOID03.
 AU3166
 AU3166;                    North         East     Units Scale Factor Converg.
 AU3166;SPC LA S     -   121,502.165 1,066,205.157   MT  0.99995075   +0 20 30.2
 AU3166;SPC LA S     -   398,628.35  3,498,041.42   sFT  0.99995075   +0 20 30.2
 AU3166;UTM  15      - 3,276,144.820   727,611.108   MT  1.00023927   +1 09 40.0
 AU3166
 AU3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3166!SPC LA S     -   1.00000365  x   0.99995075  =   0.99995440
 AU3166!UTM  15      -   1.00000365  x   1.00023927  =   1.00024292
 AU3166
 AU3166:                Primary Azimuth Mark                     Grid Az
 AU3166:SPC LA S     -  CANAL 8                                  123 30 25.4
 AU3166:UTM  15      -  CANAL 8                                  122 41 15.6
 AU3166
 AU3166|---------------------------------------------------------------------|
 AU3166| PID    Reference Object                     Distance      Geod. Az  |
 AU3166|                                                           dddmmss.s |
 AU3166| DD6469 CANAL 8                                            1235055.6 |
 AU3166| DD6410 BUD RM 1                             39.358 METERS 13042     |
 AU3166| DD6409 BUD AZ MK                                          1342231.0 |
 AU3166| AU3163 ASHLAND SUGAR MILL FLAT TOP TK      APPROX. 7.3 KM 1981104.2 |
 AU3166| AU3167 COLE PLANTATION TALL OF 3 STKS      APPROX. 1.9 KM 2135429.2 |
 AU3166| AU3160 HOUMA SUGAR REF TALL STACK          APPROX. 8.6 KM 2645739.4 |
 AU3166| DD6411 BUD RM 2                             47.130 METERS 35523     |
 AU3166|---------------------------------------------------------------------|
 AU3166
 AU3166                          SUPERSEDED SURVEY CONTROL
 AU3166
 AU3166  NAD 83(1986)-  29 35 39.72352(N)    090 38 59.62683(W) AD(       ) 1
 AU3166  NAD 27      -  29 35 38.95178(N)    090 38 59.31031(W) AD(       ) 1
 AU3166
 AU3166.Superseded values are not recommended for survey control.
 AU3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3166.See file dsdata.txt to determine how the superseded data were derived.
 AU3166
 AU3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2761176145(NAD 83)
 AU3166_MARKER: DS = TRIANGULATION STATION DISK
 AU3166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3166
 AU3166  HISTORY     - Date     Condition        Report By
 AU3166  HISTORY     - 1934     MONUMENTED       CGS
 AU3166  HISTORY     - 1948     MARK NOT FOUND   CGS
 AU3166  HISTORY     - 1950     MARK NOT FOUND   CGS
 AU3166
 AU3166                          STATION DESCRIPTION
 AU3166
 AU3166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3166'ABOUT 6 MILES BY BOAT OR 4.5 MILES BY AIR LINE E OF HOUMA, ON
 AU3166'THE INTRACOASTAL CANAL, AND 29 FEET N OF ITS N BANK.
 AU3166'
 AU3166'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3166'PROJECTING 1 FOOT.
 AU3166'
 AU3166'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3166'PROJECTING 1 FOOT, IS 15 FEET FROM THE
 AU3166'BANK OF THE CANAL IN FIRM GROUND, AND 39.358 METERS (129.13 FEET)
 AU3166'FROM THE STATION S 49 DEG 18 MIN E.
 AU3166'
 AU3166'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3166'PROJECTING 1 FOOT, IS IN FAIRLY FIRM
 AU3166'GROUND, AND 47.130 METERS (154.63 FEET) FROM THE STATION N 04 DEG
 AU3166'37 MIN W.
 AU3166'
 AU3166'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3166'PROJECTING 1 FOOT, IS ABOUT 20 FEET S
 AU3166'OF THE S BANK OF THE CANAL, IN FIRM GROUND, AND ABOUT 0.25
 AU3166'MILE FROM THE STATION S 45 DEG 37 MIN E.
 AU3166
 AU3166                          STATION RECOVERY (1948)
 AU3166
 AU3166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU3166'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE IN THE VICINITY OF THE
 AU3166'STATION BUT IT WAS NOT FOUND.  THE AREA IS COVERED BY DENSE
 AU3166'WEEDS AND VINES AND THE STATION COULD STILL BE IN PLACE.
 AU3166
 AU3166                          STATION RECOVERY (1950)
 AU3166
 AU3166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AU3166'STATION AND REFERENCE MARKS NOT FOUND.  THE GEOGRAPHIC POSITION
 AU3166'WAS RECONSTRUCTED BY PLANE-TABLE TRAVERSE.  AN EXCAVATION WAS
 AU3166'FOUND AT THE SUPPOSED STATION SITE, HOWEVER, NO SIGN OF THE
 AU3166'MONUMENT WAS FOUND.  THIS POSITION IS 119 FEET N OF N BANK OF
 AU3166'WATERWAY AND 145 FEET W OF THE W BANK OF A N-S CANAL.
 AU3166'
 AU3166'AN EXCAVATION WAS FOUND AT THE SITE OF R.M. 1, HOWEVER, NO
 AU3166'SIGN OF A MONUMENT WAS FOUND.  THIS POSITION IS LOCATED ON A
 AU3166'SMALL ISLAND FORMED BY DREDGING TWO MOUTHS OF THE N-S CANAL AND
 AU3166'THE MARK MAY BE COVERED BY SPOIL.
 AU3166'
 AU3166'NO SIGN OF R.M. 2 WAS FOUND.  THE ASSUMED POSITION OF THE AZIMUTH
 AU3166'MARK HAS BEEN COVERED BY DREDGING SPOIL IN 1936.  NO SIGN OF
 AU3166'MONUMENT WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1209 ***********************************************************************
 BJ1209  DESIGNATION -  BUELL
 BJ1209  PID         -  BJ1209
 BJ1209  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1209  USGS QUAD   -  HAMMOND (1994)
 BJ1209
 BJ1209                         *CURRENT SURVEY CONTROL
 BJ1209  ___________________________________________________________________
 BJ1209* NAD 83(1992)-  30 30 46.56065(N)    090 26 24.51627(W)     ADJUSTED  
 BJ1209* NAVD 88     -        12.14   (+/-2cm)      39.8    (feet)  VERTCON   
 BJ1209  ___________________________________________________________________
 BJ1209  X           -     -42,247.189 (meters)                     COMP
 BJ1209  Y           -  -5,499,430.371 (meters)                     COMP
 BJ1209  Z           -   3,219,482.301 (meters)                     COMP
 BJ1209  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ1209  ELLIP HEIGHT-         -14.94  (meters)          (09/30/02) GPS OBS
 BJ1209  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1209  OBS GRAVITY -     979,351.3   (mgal)                       GRAV_OBS
 BJ1209
 BJ1209  HORZ ORDER  -  FIRST
 BJ1209  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1209  ELLP ORDER  -  FOURTH    CLASS II
 BJ1209
 BJ1209.The horizontal coordinates were established by classical geodetic methods
 BJ1209.and adjusted by the National Geodetic Survey in January 1993..
 BJ1209
 BJ1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1209.The vertical order pertains to the NGVD 29 superseded value.
 BJ1209
 BJ1209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1209
 BJ1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1209
 BJ1209.The ellipsoidal height was determined by GPS observations
 BJ1209.and is referenced to NAD 83.
 BJ1209
 BJ1209.The geoid height was determined by GEOID03.
 BJ1209.The observed gravity was obtained from relative gravimeter ties
 BJ1209.to the IGSN71 gravity network.
 BJ1209
 BJ1209;                    North         East     Units Scale Factor Converg.
 BJ1209;SPC LA S     -   223,459.225 1,085,730.107   MT  0.99996555   +0 26 47.8
 BJ1209;SPC LA S     -   733,132.47  3,562,099.53   sFT  0.99996555   +0 26 47.8
 BJ1209;UTM  15      - 3,378,412.176   745,652.564   MT  1.00034451   +1 18 01.4
 BJ1209
 BJ1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1209!SPC LA S     -   1.00000235  x   0.99996555  =   0.99996790
 BJ1209!UTM  15      -   1.00000235  x   1.00034451  =   1.00034686
 BJ1209
 BJ1209:                Primary Azimuth Mark                     Grid Az
 BJ1209:SPC LA S     -  PONCHATOULA LA CYPRESS CO STK            182 10 11.9
 BJ1209:UTM  15      -  PONCHATOULA LA CYPRESS CO STK            181 18 58.3
 BJ1209
 BJ1209|---------------------------------------------------------------------|
 BJ1209| PID    Reference Object                     Distance      Geod. Az  |
 BJ1209|                                                           dddmmss.s |
 BJ1209| BJ4335 PONCHATOULA LA CYPRESS CO STK       APPROX. 9.7 KM 1823659.7 |
 BJ1209| BJ4336 PONCHATOULA LA CYPRESS CO TANK      APPROX. 9.8 KM 1823900.5 |
 BJ1209| BJ4332 PONCHATOULA CATH CH BASE CROSS      APPROX. 8.3 KM 1830818.6 |
 BJ1209| BJ1207 BUELL RM 2                           28.878 METERS 18917     |
 BJ1209| BJ4339 HAMMOND RAD STA WFPR MAST           APPROX. 4.9 KM 1985034.9 |
 BJ1209| BJ1210 BUELL AZ MK                                        2041353.6 |
 BJ1209| BJ4178 HAMMOND MUNICIPAL TANK              APPROX. 2.4 KM 2362200.0 |
 BJ1209| BJ0941 S 21                                               2544624.6 |
 BJ1209| BJ1208 BUELL RM 1                           50.484 METERS 26446     |
 BJ1209| BJ4188 NATALBANY LUMBER CO TANK            APPROX. 5.8 KM 3125922.0 |
 BJ1209|---------------------------------------------------------------------|
 BJ1209
 BJ1209                          SUPERSEDED SURVEY CONTROL
 BJ1209
 BJ1209  ELLIP H (01/21/93)  -14.85   (m)                       GP(       ) 4 2
 BJ1209  NAD 83(1986)-  30 30 46.57703(N)    090 26 24.51391(W) AD(       ) 1
 BJ1209  NAD 27      -  30 30 45.88895(N)    090 26 24.19722(W) AD(       ) 1
 BJ1209  NGVD 29 (??/??/??)   12.140  (m)           39.83   (f) ADJUSTED    1 2
 BJ1209
 BJ1209.Superseded values are not recommended for survey control.
 BJ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1209.See file dsdata.txt to determine how the superseded data were derived.
 BJ1209
 BJ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4565378412(NAD 83)
 BJ1209_MARKER: DS = TRIANGULATION STATION DISK
 BJ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1209_SP_SET: SQUARE CONCRETE MONUMENT
 BJ1209_STAMPING: BUELL 1939
 BJ1209_MARK LOGO: LAGS  
 BJ1209_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1209+STABILITY: SURFACE MOTION
 BJ1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1209+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BJ1209
 BJ1209  HISTORY     - Date     Condition        Report By
 BJ1209  HISTORY     - 1939     MONUMENTED       LAGS
 BJ1209  HISTORY     - 1955     GOOD             CGS
 BJ1209  HISTORY     - 1956     GOOD             LOCENG
 BJ1209  HISTORY     - 1964     GOOD             CGS
 BJ1209  HISTORY     - 1969     GOOD             CGS
 BJ1209  HISTORY     - 1970     GOOD             NGS
 BJ1209  HISTORY     - 1972     GOOD             LADTD
 BJ1209  HISTORY     - 1983     GOOD             NGS
 BJ1209  HISTORY     - 1984     GOOD             LA-051
 BJ1209  HISTORY     - 1987     GOOD             LADTD
 BJ1209  HISTORY     - 19880920 GOOD             LADTD
 BJ1209  HISTORY     - 19890111 GOOD
 BJ1209  HISTORY     - 19921117 GOOD             NOS
 BJ1209  HISTORY     - 20040128 GOOD             PICINC
 BJ1209  HISTORY     - 20060413 GOOD             JCLS
 BJ1209  HISTORY     - 20060419 GOOD             NGS
 BJ1209
 BJ1209                          STATION DESCRIPTION
 BJ1209
 BJ1209'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1939 (FBQ)
 BJ1209'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES ENE OF HAMMOND.
 BJ1209'ON THE YAZOO AND MISSISSIPPI VALLEY RAILROAD RIGHT-OF-WAY.
 BJ1209'NEAR THE CENTER OF SECTION 19, T 6 S, R 8 E.  40 FEET N OF
 BJ1209'THE N RAIL OF THE RAILROAD TRACKS.  7 FEET S OF THE N RIGHT-OF-WAY
 BJ1209'FENCE.  296 FEET W OF MILEPOST C20 AND BR45.  AND 857 FEET
 BJ1209'E OF THE INTERSECTION OF MORRIS ROAD AND THE RAILROAD TRACKS.
 BJ1209'THE MARK IS A STANDARD LOUISIANA GEODETIC SURVEY TRAVERSE
 BJ1209'STATION DISK, SET IN A 12-INCH SQUARE CONCRETE POST, PROJECTS
 BJ1209'6 INCHES ABOVE THE GROUND, AND IS STAMPED BUELL.  THERE IS
 BJ1209'NO UNDERGROUND STATION MARK.
 BJ1209'
 BJ1209'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 BJ1209'IN CONCRETE.
 BJ1209'
 BJ1209'REFERENCE MARK NO. 1 IS 50.465 METERS, (165.56 FEET), W
 BJ1209'OF THE STATION.  IN THE N RIGHT-OF-WAY FENCE OF THE RAILROAD.
 BJ1209'44-1/2 FEET N OF THE N RAIL OF THE RAILROAD TRACKS.  AND
 BJ1209'6-1/2 FEET E OF A LONE PINE TREE.  THE MARK, PROJECTS
 BJ1209'4 INCHES ABOVE THE GROUND, AND IS STAMPED BUELL L.G.S. NO.
 BJ1209'1 1939.
 BJ1209'
 BJ1209'REFERENCE MARK NO. 2 IS 28.841 METERS, (94.62 FEET), S OF
 BJ1209'THE STATION.  IN THE S RIGHT-OF-WAY FENCE OF THE RAILROAD.
 BJ1209'AND 46-1/2 FEET S OF THE S RAIL OF THE RAILROAD TRACKS.  THE
 BJ1209'MARK  PROJECTS 4 INCHES ABOVE THE GROUND, AND IS
 BJ1209'STAMPED BUELL L.G.S. NO. 2 1939.
 BJ1209'
 BJ1209'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SSW OF THE STATION.
 BJ1209'1 FOOT N OF THE S RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 190.
 BJ1209'39-1/2 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 190.  AND
 BJ1209'36 FEET E OF A TELEPHONE POLE.  THE MARK PROJECTS
 BJ1209'4 INCHES ABOVE THE GROUND, AND IS STAMPED BUELL L.G.S. 1939.
 BJ1209'TO REACH THE MARK FROM THE STATION DRIVE W 0.15 MILE TO
 BJ1209'MORRIS ROAD.  THENCE S 0.35 MILE TO U.S. HIGHWAY 190.  THENCE
 BJ1209'LEFT (E) ON NO. 190 FOR 0.15 MILE TO THE MARK ON THE RIGHT (S)
 BJ1209'SIDE OF THE ROAD.
 BJ1209'
 BJ1209'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE MAIN
 BJ1209'STREET (U.S. HIGHWAY 190) IN HAMMOND, DRIVE E ON THE MAIN
 BJ1209'STREET (U.S. HIGHWAY 190) FOR 0.9 MILE TO A FORK.  TAKE
 BJ1209'THE LEFT FORK, MORRIS ROAD, AND GO N FOR 0.35 MILE TO A
 BJ1209'RAILROAD CROSSING.  CROSS THE TRACKS.  LEAVE THE ROAD AND
 BJ1209'DRIVE E ALONG THE N SIDE OF THE RAILROAD TRACKS FOR
 BJ1209'APPROXIMATELY 0.15 MILE TO THE STATION.
 BJ1209'
 BJ1209'A 116-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT WARD FOUR.
 BJ1209'
 BJ1209'A 77-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT FUNSTON
 BJ1209'ECC.
 BJ1209'
 BJ1209'A 77-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT BREED.
 BJ1209'
 BJ1209'A 64-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT HAMMOND.
 BJ1209'
 BJ1209'A 37-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT MT.
 BJ1209'STEVENS.
 BJ1209'
 BJ1209'A 116-FOOT TOWER AT SUMMERALL ECC IS V.G. FROM BUELL (L.G.S.).
 BJ1209'
 BJ1209'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ1209
 BJ1209                          STATION RECOVERY (1955)
 BJ1209
 BJ1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ1209'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN
 BJ1209'GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM
 BJ1209'THE STATION DUE TO THE GROWTH OF TIMBER AND UNDERBRUSH.  A
 BJ1209'NEW DESCRIPTION FOLLOWS--
 BJ1209'
 BJ1209'THE STATION IS LOCATED ABOUT 1 MI. E-NE OF HAMMOND, ALONG
 BJ1209'THE ABANDONED ILLINOIS CENTRAL RAILROAD TRACKS USED BY THE
 BJ1209'GAYLORD CONTAINER CORP., 857 FT. E OF THE CROSSING OF STATE
 BJ1209'HIGHWAY 2021, 39.5 FT. N OF THE N RAIL OF THE MAIN TRACK,
 BJ1209'26 FT. N OF THE N RAIL OF A SIDETRACK, 6 FT. S OF THE N
 BJ1209'RIGHT-OF-WAY FENCE LINE, AND DIRECTLY N OF AN 8-IN. DRAIN
 BJ1209'PIPE UNDER THE TRACKS.  IT IS A LOUISIANA STATE SURVEY
 BJ1209'TRAVERSE-STATION DISK, STAMPED BUELL AND PROJECTS 6 IN.  THIS
 BJ1209'STATION HAS NO SUBSURFACE MARK.
 BJ1209'
 BJ1209'REFERENCE MARK 1 IS 165.56 FT. W OF THE STATION, 44 FT. N
 BJ1209'OF THE N RAIL OF THE MAIN TRACK, 31 FT. N OF THE N RAIL OF
 BJ1209'THE SIDETRACK, AND 1 FT. S OF THE N RIGHT-OF-WAY FENCE LINE.
 BJ1209'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED BUELL LGS
 BJ1209'NO 1 1939 AND PROJECTS 4 IN.
 BJ1209'
 BJ1209'REFERENCE MARK 2 IS 94.62 FT. S OF THE STATION, 47 FT. S OF
 BJ1209'THE S RAIL OF THE MAIN TRACK, 88 FT. W-SW OF POLE NO. 1395,
 BJ1209'AND 21 FT. S OF A ROW OF POLES.  IT IS A STANDARD DISK,
 BJ1209'STAMPED BUELL LGS NO 2 1939 AND PROJECTS 4 IN.
 BJ1209'
 BJ1209'THE AZIMUTH MARK IS ABOUT 0.5 MI. S OF THE STATION, 39 FT.
 BJ1209'S OF THE CENTERLINE OF U.S. HIGHWAY 190, 32 FT. E OF A POWER
 BJ1209'POLE WHICH IS 4 FT. W OF A GAS METER, AND 1 FT. N OF A FENCE
 BJ1209'LINE.  IT IS 0.15 MI. E ALONG U.S. HIGHWAY 190 FROM THE
 BJ1209'JUNCTION WITH STATE ROAD 2021.  IT IS A STANDARD DISK, STAMPED
 BJ1209'BUELL LGS 1939 AND PROJECTS 4 IN.
 BJ1209'
 BJ1209'TO REACH THE STATION FROM THE CROSSING OF THE ILLINOIS CENTRAL
 BJ1209'RAILROAD ON U.S. HIGHWAY 190 IN HAMMOND, GO E ON U.S. HIGHWAY
 BJ1209'190 FOR 0.9 MI. TO THE JUNCTION WITH STATE ROAD 2021, TURN
 BJ1209'LEFT ON STATE ROAD 2021 AND GO 0.35 MI. TO THE RAILROAD
 BJ1209'TRACK AND THE STATION AS DESCRIBED.
 BJ1209
 BJ1209                          STATION RECOVERY (1956)
 BJ1209
 BJ1209'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ1209'RECOVERED BY JACK AMMANN ENGINEERS.
 BJ1209'
 BJ1209'STATION WAS RECOVERED AS DESCRIBED.
 BJ1209
 BJ1209                          STATION RECOVERY (1964)
 BJ1209
 BJ1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1209'THE STATION AND REFERENCE MARK NO. 1 AND 2 WERE RECOVERED
 BJ1209'AND IN GOOD CONDITION.  THE STATION MAY BE REACHED BY GOING
 BJ1209'1.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1209'THE STATION AT HAMMOND, ABOUT 0.15 MILE EAST OF THE CROSSING
 BJ1209'OF STATE HIGHWAY 443, 39-1/2 FEET NORTH OF THE NORTH RAIL,
 BJ1209'6 FEET SOUTH OF A FENCE LINE, 1.2 FEET SOUTH OF A METAL
 BJ1209'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 BJ1209'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE LEVEL OF
 BJ1209'THE GROUND.  REFERENCE MARK NO. 1 IS 165.5 FEET WEST OF
 BJ1209'THE STATION, 31 FEET NORTH OF THE NORTH RAIL OF SIDE TRACK,
 BJ1209'44 FEET NORTH OF THE NORTH RAIL OF MAIN TRACK, 1-1/2 FEET
 BJ1209'SOUTH OF A WIRE FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 BJ1209'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BJ1209'INCHES ABOVE THE LEVEL OF THE GROUND.  REFERENCE MARK
 BJ1209'NO. 2 IS 94.6 FEET SOUTH OF THE STATION, 47 FEET SOUTH
 BJ1209'OF THE SOUTH RAIL OF MAIN TRACK, 88 FEET SOUTHWEST OF
 BJ1209'TELEPHONE POLE NO.  1395, 1 FOOT NORTH OF A METAL WITNESS
 BJ1209'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BJ1209'INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1209
 BJ1209                          STATION RECOVERY (1969)
 BJ1209
 BJ1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BJ1209'STATION MARK, RM NO. 1, RM NO.2, AND AZ MARK ALL FOUND IN GOOD
 BJ1209'CONDITION AS DESCRIBED.
 BJ1209'
 BJ1209'NOTE--NOT LEVELED OVER IN 1969.
 BJ1209'
 BJ1209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES
 BJ1209'NORTHEAST OF HAMMOND.
 BJ1209
 BJ1209                          STATION RECOVERY (1970)
 BJ1209
 BJ1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ1209'NO MEASUREMENT TO RM 1 AND RM 2 DUE TO BRUSH ON LINE.
 BJ1209'
 BJ1209'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 BJ1209'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 BJ1209'WILL NOT SEE FROM THE GROUND OR THE TOP OF THE TOWER DUE TO TALL
 BJ1209'TIMBER.  BENCH MARK S 21 WAS USED AS THE AZIMUTH MARK.  THE
 BJ1209'HORIZONTAL DIRECTION TO THE REFERENCE MARKS CHECKED ADEQUATELY, BUT A
 BJ1209'SLIGHT DIFFERENCE WAS NOTED IN THE DISTANCE TO THE REFERENCE
 BJ1209'MARKS.  A NEW DESCRIPTION FOLLOWS.
 BJ1209'
 BJ1209'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH PONCHATOULA, 5 MILES
 BJ1209'SOUTHEAST OF TICHFAW AND IN THE NORTHEAST SECTION OF HAMMOND.  THE
 BJ1209'STATION IS ON LAND OWNED BY THE ILLINOIS CENTRAL RAILROAD AND IS
 BJ1209'LEASED BY THE CROWN ZELLERBACH CORPORATION OF BOGALUSA.  IN ORDER
 BJ1209'TO DRIVE TO THE STATION IT WILL BE NECESSARY TO CROSS LAND OWNED BY
 BJ1209'MR.H. LEMMON WHOSE TELEPHONE NUMBER IS 345-5837 AND LIVES AT THE
 BJ1209'STATION SITE.
 BJ1209'
 BJ1209'TO REACH THE STATION FROM THE RAILROAD CROSSING AND U.S. HIGHWAY 190
 BJ1209'IN HAMMOND, GO EAST ON U.S. HIGHWAY 190 FOR 0.9 MILE TO THE JUNCTION
 BJ1209'OF STATE HIGHWAY 443.  CONTINUE EAST ON U.S. HIGHWAY 190 FOR 0.25
 BJ1209'MILE TO A DRIVEWAY LEADING TO A BRICK HOUSE AND THE AZIMUTH MARK ON
 BJ1209'THE RIGHT.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 443 FOR 0.35
 BJ1209'MILE TO A RAILROAD CROSSING, CONTINUE NORTH ON STATE HIGHWAY 443 FOR
 BJ1209'0.15 MILE TO THE DRIVEWAY TO MR. H. LEMMONS HOUSE.  TURN RIGHT AND
 BJ1209'GO EASTERLY PASSING BETWEEN TWO HOUSE FOR 0.2 MILE TO A SMALL POND
 BJ1209'AND THE STATION ON THE LEFT.
 BJ1209'
 BJ1209'THE STATION MARK IS A STANDARD LOUISIANA GEODETIC SURVEY DISK,
 BJ1209'STAMPED BUELL, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BJ1209'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 73 FEET
 BJ1209'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING, 30 FEET
 BJ1209'EAST-SOUTHEAST OF A FENCE CORNER, 26 FEET NORTH-NORTHWEST OF THE
 BJ1209'NORTH RAIL OF THE RAILROAD TRACKS AND 1.3 FEET SOUTH OF A METAL
 BJ1209'WITNESS POST.
 BJ1209'
 BJ1209'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUELL LGS NO 1 1939, SET
 BJ1209'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 BJ1209'INCHES ABOVE THE GROUND SURFACE.  IT IS 135 FEET WEST OF THE FENCE
 BJ1209'CORNER, 31 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 2
 BJ1209'FEET SOUTH OF A FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 BJ1209'
 BJ1209'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUELL LGS NO 2 1939, SET
 BJ1209'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 BJ1209'INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET WEST OF A 16-INCH
 BJ1209'PINE TREE, 47 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND
 BJ1209'1.5 FEET NORTH OF A METAL WITNESS POST.
 BJ1209'
 BJ1209'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BUELL LGS 1939, SET IN
 BJ1209'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES
 BJ1209'ABOVE THE GROUND SURFACE.  IT IS 29 FEET SOUTH OF THE CENTERLINE OF
 BJ1209'U.S. HIGHWAY 190, 10 FEET WEST OF THE CENTER OF A DRIVEWAY LEADING
 BJ1209'TO A BRICK HOUSE AND 1.5 FEET NORTHWEST OF A 18-INCH PINE TREE.
 BJ1209'
 BJ1209'BENCH MARK S 21 IS A STANDARD C. AND G. S. DISK, STAMPED S 21 1934,
 BJ1209'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 BJ1209'INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE CENTER
 BJ1209'OF A GRAVELED ROAD, 27 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 BJ1209'TRACKS, 10 FEET NORTH OF THE CENTE ROF A GRAVELED ROAD AND 1.5
 BJ1209'FEET EAST OF A METAL WITNESS POST.
 BJ1209'
 BJ1209'TO REACH THE S 21 BENCH MARK FROM THE DRIVEWAY LEADING TO MR. H.
 BJ1209'LEMMON HOUSE, GO NORTH ON STATE HIGHWAY 443 FOR 0.05 MILE TO A PAVED
 BJ1209'ROAD LEFT.  TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.5 MILE TO
 BJ1209'A CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.3 MILE TO
 BJ1209'THE END OF THE PAVED ROAD AND WHERE THE ROAD TURNS RIGHT, CONTINUE ON
 BJ1209'THE MAIN GRAVELED ROAD FOR 0.2 MILE TO THE RAILROAD TRACKS AND THE
 BJ1209'MARK ON THE SOUTH SIDE OF THE TRACKS.
 BJ1209'
 BJ1209'HEIGHT OF LIGHT ABOVE STATION MARK 38.3 METERS.
 BJ1209'
 BJ1209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST SECTION
 BJ1209'OF HAMMOND.
 BJ1209
 BJ1209                          STATION RECOVERY (1972)
 BJ1209
 BJ1209'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 BJ1209'IN HAMMOND.
 BJ1209'TO REACH MONUMENT FROM HAMMOND BEGIN AT INTERSECTION OF US 190 AND LA
 BJ1209'443.  SAID INTERSECTION BEING ON EAST SIDE OF HAMMOND.  THENCE ALONG
 BJ1209'LA 443 IN A NORTHERLY DIRECTION 0.3 MILES TO RAILROAD CROSSING. THENCE
 BJ1209'ALONG MAIN TRACK OF RAILROAD FROM CENTER OF LA 443 IN AN EASTERLY
 BJ1209'DIRECTION 850 FT.  THENCE NORTHERLY AT RIGHT ANGLES TO RAILROAD 58
 BJ1209'FEET TO MONUMENT.  MONUMENT IS MARKED BY A METAL WITNESS POST.
 BJ1209
 BJ1209                          STATION RECOVERY (1983)
 BJ1209
 BJ1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (ARB)
 BJ1209'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A
 BJ1209'REFERENCE MARK, STAMPED BUELL LGS NO 1 1939, AND AN AZIMUTH MARK,
 BJ1209'STAMPED BUELL LGS 1939, WERE ALSO RECOVERED.  NO OTHER MARKS WERE
 BJ1209'SEARCHED FOR AT THIS STATION.
 BJ1209'
 BJ1209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NE SECTION OF
 BJ1209'HAMMOND.
 BJ1209
 BJ1209                          STATION RECOVERY (1984)
 BJ1209
 BJ1209'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BJ1209'RECOVERED IN GOOD CONDITION.
 BJ1209
 BJ1209                          STATION RECOVERY (1987)
 BJ1209
 BJ1209'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BJ1209'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ1209'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ1209'
 BJ1209'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI)
 BJ1209'EAST OF HAMMOND IN TANGIPAHOA PARISH, ALONG SIDE OF A RAILROAD
 BJ1209'TRACK.
 BJ1209'OWNERSHIP--UNKNOWN
 BJ1209'
 BJ1209'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 12
 BJ1209'AND 55 NEAR HAMMOND, GO EAST FOR 7.4 KM (4.6 MI) ON HIGHWAY 12 TO
 BJ1209'ITS JUNCTION WITH STATE HIGHWAY 3158.
 BJ1209'TURN LEFT AND GO NORTH FOR 3.67 KM (2.3 MI) ON HIGHWAY 3158 TO A
 BJ1209'T-ROAD AT THE AIRPORT.
 BJ1209'TURN LEFT AND GO WEST FOR 3 KM (1.9 MI) ON U.S. HIGHWAY 190 TO
 BJ1209'STATE HIGHWAY 443 ON THE RIGHT.
 BJ1209'TURN RIGHT AND GO NORTHEAST FOR 0.55 KM (0.35 MI) ON HIGHWAY 443 TO
 BJ1209'A RAILROAD CROSSING.  CONTINUE AHEAD FOR 0.28 KM (0.2 MI) TO A DIRT
 BJ1209'LANE ON THE RIGHT.  TURN RIGHT (SOUTHEAST) FOR 0.13 KM (0.1 MI) ON
 BJ1209'LEMON LANE TO ITS END AT THE RAILROAD TRACK AND THE STATION ON THE
 BJ1209'RIGHT.
 BJ1209'
 BJ1209'THE STATION IS A STANDARD LAGS DISK
 BJ1209'STAMPED---BUELL---,
 BJ1209'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BJ1209'30 CM ON SIDE PROJECTING 30 CM ABOVE GROUND.  LOCATED
 BJ1209'19.5 METERS (64 FT) WEST FROM THE CENTER OF A DIRT LANE,
 BJ1209'17 METERS (55.8 FT) SOUTHWEST FROM A UTILITY POLE WITH TWO
 BJ1209'TRANSFORMERS,
 BJ1209'7.7 METERS (25.3 FT) NORTH FROM THE NORTH RAIL OF A SIDING TRACK,
 BJ1209'0.4 METERS (1.3 FT) SOUTH FROM A METAL WITNESS POST, AND
 BJ1209'0.4 METERS (1.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 BJ1209
 BJ1209                          STATION RECOVERY (1988)
 BJ1209
 BJ1209'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ1209'THE STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) EAST OF HAMMOND ALONG
 BJ1209'SIDE OF A RAILROAD TRACK.  OWNERSHIP--UNKNOWN
 BJ1209'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 12 AND
 BJ1209'55 NEAR HAMMOND GO EAST FOR 7.4 KM (4.60 MI) ON HIGHWAY 12 TO ITS
 BJ1209'JUNCTION WITH STATE HIGHWAY 3158.  TURN LEFT AND GO NORTH FOR 3.67 KM
 BJ1209'(2.30 MI) ON HIGHWAY 3158 TO A T-ROAD AT THE AIRPORT.  TURN LEFT AND
 BJ1209'GO WEST 3 KM (1.85 MI) ON U S HIGHWAY 190 TO STATE HIGHWAY 443 ON THE
 BJ1209'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.55 KM (0.35 MI) ON HIGHWAY
 BJ1209'443 TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 0.28 KM (0.15 MI) TO A
 BJ1209'DIRT LANE ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.13 KM
 BJ1209'(0.10 MI) ON LEMON LANE TO ITS END AT THE RAILROAD TRACK AND THE
 BJ1209'STATION ON THE RIGHT.
 BJ1209'THE STATION IS 19.5 M (64.0 FT) WEST FROM THE CENTER OF A DIRT LANE,
 BJ1209'17 M (55.8 FT) SOUTHWEST FROM A UTILITY POLE WITH TWO TRANSFORMERS,
 BJ1209'7.7 M (25.3 FT) NORTH FROM THE NORTH RAIL OF A SIDING TRACK, 0.4 M
 BJ1209'(1.3 FT) SOUTH FROM A METAL WITNESS POST AND 0.4 M (1.3 FT) EAST FROM
 BJ1209'A FIBERGLASS WITNESS POST.
 BJ1209
 BJ1209                          STATION RECOVERY (1989)
 BJ1209
 BJ1209'RECOVERED 1989
 BJ1209'RECOVERED IN GOOD CONDITION.
 BJ1209
 BJ1209                          STATION RECOVERY (1992)
 BJ1209
 BJ1209'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ1209'RECOVERED IN GOOD CONDITION.
 BJ1209
 BJ1209                          STATION RECOVERY (2004)
 BJ1209
 BJ1209'RECOVERY NOTE BY PICKERING INCORPORATED 2004 (JCB)
 BJ1209'RECOVERED AS DESCRIBED
 BJ1209
 BJ1209                          STATION RECOVERY (2006)
 BJ1209
 BJ1209'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BJ1209'RECOVERED IN GOOD CONDITION.
 BJ1209
 BJ1209                          STATION RECOVERY (2006)
 BJ1209
 BJ1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1209'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1208 ***********************************************************************
 BJ1208  DESIGNATION -  BUELL RM 1
 BJ1208  PID         -  BJ1208
 BJ1208  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1208  USGS QUAD   -  HAMMOND (1994)
 BJ1208
 BJ1208                         *CURRENT SURVEY CONTROL
 BJ1208  ___________________________________________________________________
 BJ1208* NAD 83(1986)-  30 30 47.     (N)    090 26 25.     (W)     SCALED    
 BJ1208* NAVD 88     -        12.11   (+/-2cm)      39.7    (feet)  VERTCON   
 BJ1208  ___________________________________________________________________
 BJ1208  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1208
 BJ1208  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1208
 BJ1208.The horizontal coordinates were scaled from a topographic map and have
 BJ1208.an estimated accuracy of +/- 6 seconds.
 BJ1208
 BJ1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1208.The vertical order pertains to the NGVD 29 superseded value.
 BJ1208
 BJ1208.The geoid height was determined by GEOID03.
 BJ1208
 BJ1208;                    North         East    Units  Estimated Accuracy
 BJ1208;SPC LA S     -   223,470.    1,085,720.      MT  (+/- 180 meters Scaled)
 BJ1208
 BJ1208                          SUPERSEDED SURVEY CONTROL
 BJ1208
 BJ1208  NGVD 29 (??/??/??)   12.105  (m)           39.71   (f) ADJUSTED    1 2
 BJ1208
 BJ1208.Superseded values are not recommended for survey control.
 BJ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1208.See file dsdata.txt to determine how the superseded data were derived.
 BJ1208
 BJ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP456784(NAD 83)
 BJ1208_MARKER: DR = REFERENCE MARK DISK
 BJ1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1208_STAMPING: BUELL LGS NO 1 1939
 BJ1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1208+STABILITY: SURFACE MOTION
 BJ1208
 BJ1208  HISTORY     - Date     Condition        Report By
 BJ1208  HISTORY     - 1939     MONUMENTED       CGS
 BJ1208  HISTORY     - 1969     GOOD             CGS
 BJ1208  HISTORY     - 20060419 MARK NOT FOUND   NGS
 BJ1208
 BJ1208                          STATION DESCRIPTION
 BJ1208
 BJ1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1208'1.4 MI E FROM HAMMOND.
 BJ1208'ABOUT 1.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1208'STATION AT HAMMOND, ABOUT 0.15 MILE EAST OF THE CROSSING OF STATE
 BJ1208'HIGHWAY 443, 165.5 FEET WEST OF THE STATION MARK DESCRIBED, 44 FEET
 BJ1208'NORTH OF AND ACROSS A SIDE TRACK FROM THE NORTH RAIL OF THE MAIN
 BJ1208'TRACK, 31 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 168.5 FEET
 BJ1208'NORTHWEST OF AND ACROSS TRACKS FROM RM NO. 2 DESCRIBED, 1.5 FEET SOUTH
 BJ1208'OF A WIRE FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 BJ1208'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BJ1208'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 19 ,T6S ,R 8E.
 BJ1208
 BJ1208                          STATION RECOVERY (2006)
 BJ1208
 BJ1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1208'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1207 ***********************************************************************
 BJ1207  DESIGNATION -  BUELL RM 2
 BJ1207  PID         -  BJ1207
 BJ1207  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1207  USGS QUAD   -  HAMMOND (1994)
 BJ1207
 BJ1207                         *CURRENT SURVEY CONTROL
 BJ1207  ___________________________________________________________________
 BJ1207* NAD 83(1986)-  30 30 46.     (N)    090 26 24.     (W)     SCALED    
 BJ1207* NAVD 88     -        12.00   (+/-2cm)      39.4    (feet)  VERTCON   
 BJ1207  ___________________________________________________________________
 BJ1207  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1207
 BJ1207  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1207
 BJ1207.The horizontal coordinates were scaled from a topographic map and have
 BJ1207.an estimated accuracy of +/- 6 seconds.
 BJ1207
 BJ1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1207.The vertical order pertains to the NGVD 29 superseded value.
 BJ1207
 BJ1207.The geoid height was determined by GEOID03.
 BJ1207
 BJ1207;                    North         East    Units  Estimated Accuracy
 BJ1207;SPC LA S     -   223,440.    1,085,740.      MT  (+/- 180 meters Scaled)
 BJ1207
 BJ1207                          SUPERSEDED SURVEY CONTROL
 BJ1207
 BJ1207  NGVD 29 (??/??/??)   12.003  (m)           39.38   (f) ADJUSTED    1 2
 BJ1207
 BJ1207.Superseded values are not recommended for survey control.
 BJ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1207.See file dsdata.txt to determine how the superseded data were derived.
 BJ1207
 BJ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP456783(NAD 83)
 BJ1207_MARKER: DR = REFERENCE MARK DISK
 BJ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1207_STAMPING: BUELL NO 2 LGS 1939
 BJ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1207+STABILITY: SURFACE MOTION
 BJ1207
 BJ1207  HISTORY     - Date     Condition        Report By
 BJ1207  HISTORY     - 1939     MONUMENTED       CGS
 BJ1207  HISTORY     - 1969     GOOD             CGS
 BJ1207  HISTORY     - 20060419 MARK NOT FOUND   NGS
 BJ1207
 BJ1207                          STATION DESCRIPTION
 BJ1207
 BJ1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1207'1.4 MI E FROM HAMMOND.
 BJ1207'ABOUT 1.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1207'STATION AT HAMMOND, 0.15 MILE EAST OF THE CROSSING OF STATE HIGHWAY
 BJ1207'443, 94.6 FEET SOUTH OF AND ACROSS THE TRACK FROM THE STATION MARK
 BJ1207'DESCRIBED, 47 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1 FOOT
 BJ1207'NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND
 BJ1207'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 BJ1207'OF THE GROUND.  SEC 19 ,T 6S,R 8E.
 BJ1207
 BJ1207                          STATION RECOVERY (2006)
 BJ1207
 BJ1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1207'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1346 ***********************************************************************
 BJ1346  DESIGNATION -  BUICK
 BJ1346  PID         -  BJ1346
 BJ1346  STATE/COUNTY-  LA/ORLEANS
 BJ1346  USGS QUAD   -  SPANISH FORT (1992)
 BJ1346
 BJ1346                         *CURRENT SURVEY CONTROL
 BJ1346  ___________________________________________________________________
 BJ1346* NAD 83(1992)-  30 01 39.16575(N)    090 06 20.21446(W)     ADJUSTED  
 BJ1346* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1346  **This station is located in a subsidence area (see below).
 BJ1346  ___________________________________________________________________
 BJ1346  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ1346  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ1346  DYNAMIC HT  -           1.8   (meters)       6.    (feet)  COMP
 BJ1346  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BJ1346
 BJ1346  HORZ ORDER  -  SECOND
 BJ1346  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1346
 BJ1346.The horizontal coordinates were established by classical geodetic methods
 BJ1346.and adjusted by the National Geodetic Survey in January 1993..
 BJ1346
 BJ1346 ** The orthometric height has not been validated since last determined
 BJ1346 ** by differential leveling and should not be used for control purposes.
 BJ1346 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1346 ** area with valid NAVD 88 orthometric heights.
 BJ1346 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1346 ** epoch indicated which incorporates improved geoid heights for the
 BJ1346 ** Southern Louisiana Subsidence area.
 BJ1346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1346.The orthometric height was scaled from a topographic map.
 BJ1346.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1346
 BJ1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1346
 BJ1346.The geoid height was determined by GEOID03.
 BJ1346
 BJ1346.The dynamic height is computed by dividing the NAVD 88
 BJ1346.geopotential number by the normal gravity value computed on the
 BJ1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1346.degrees latitude (g = 980.6199 gals.).
 BJ1346
 BJ1346.The modeled gravity was interpolated from observed gravity values.
 BJ1346
 BJ1346;                    North         East     Units Scale Factor Converg.
 BJ1346;SPC LA S     -   169,954.097 1,118,414.187   MT  0.99992585   +0 36 49.9
 BJ1346;SPC LA S     -   557,591.07  3,669,330.55   sFT  0.99992585   +0 36 49.9
 BJ1346;UTM  15      - 3,325,367.803   779,139.286   MT  1.00056145   +1 26 57.6
 BJ1346
 BJ1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1346!SPC LA S     -   1.00000383  x   0.99992585  =   0.99992968
 BJ1346!UTM  15      -   1.00000383  x   1.00056145  =   1.00056528
 BJ1346
 BJ1346:                Primary Azimuth Mark                     Grid Az
 BJ1346:SPC LA S     -  DODGE                                    077 30 11.9
 BJ1346:UTM  15      -  DODGE                                    076 40 04.2
 BJ1346
 BJ1346|---------------------------------------------------------------------|
 BJ1346| PID    Reference Object                     Distance      Geod. Az  |
 BJ1346|                                                           dddmmss.s |
 BJ1346| BJ1353 DODGE                               APPROX. 1.3 KM 0780701.8 |
 BJ1346| BJ4248 MT CARMEL CONVENT CROSS             APPROX. 1.0 KM 2031528.8 |
 BJ1346| BJ4245 YACHT CLUB DOME                     APPROX. 0.8 KM 2690058.5 |
 BJ1346| BJ1345 BUICK RM                                           27734     |
 BJ1346| BJ4249 MONUMENT ZONE 1 1931                 33.077 METERS 27831     |
 BJ1346|---------------------------------------------------------------------|
 BJ1346
 BJ1346                          SUPERSEDED SURVEY CONTROL
 BJ1346
 BJ1346  NAD 83(1986)-  30 01 39.18286(N)    090 06 20.20785(W) AD(       ) 2
 BJ1346  NAD 27      -  30 01 38.45494(N)    090 06 19.95048(W) AD(       ) 2
 BJ1346  NAVD 88 (02/14/94)    1.851  (m)            6.07   (f) UNKNOWN     1 2
 BJ1346  NGVD 29 (05/21/91)    1.910  (m)            6.27   (f) ADJUSTED    1 2
 BJ1346
 BJ1346.Superseded values are not recommended for survey control.
 BJ1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1346.See file dsdata.txt to determine how the superseded data were derived.
 BJ1346
 BJ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7913925368(NAD 83)
 BJ1346_MARKER: DS = TRIANGULATION STATION DISK
 BJ1346_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1346_SP_SET: RETAINING WALL
 BJ1346_STAMPING: BUICK 1931
 BJ1346_MARK LOGO: CGS   
 BJ1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1346+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 BJ1346
 BJ1346  HISTORY     - Date     Condition        Report By
 BJ1346  HISTORY     - 1931     MONUMENTED       CGS
 BJ1346  HISTORY     - 1935     GOOD             LAGS
 BJ1346  HISTORY     - 1942     GOOD             CGS
 BJ1346  HISTORY     - 1953     GOOD             CGS
 BJ1346  HISTORY     - 1954     GOOD             CGS
 BJ1346  HISTORY     - 1963     GOOD             CGS
 BJ1346  HISTORY     - 1972     GOOD             NGS
 BJ1346  HISTORY     - 1984     GOOD             USPSQD
 BJ1346  HISTORY     - 1985     GOOD             USPSQD
 BJ1346  HISTORY     - 1985     GOOD             NGS
 BJ1346  HISTORY     - 1988     GOOD             USPSQD
 BJ1346  HISTORY     - 1990     GOOD             USPSQD
 BJ1346  HISTORY     - 19901108 GOOD             NGS
 BJ1346  HISTORY     - 19941117 GOOD             NGS
 BJ1346  HISTORY     - 20040922 GOOD             LADTD
 BJ1346
 BJ1346                          STATION DESCRIPTION
 BJ1346
 BJ1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLS)
 BJ1346'ON THE LAKE PONTCHARTRAIN SEA-WALL, IN ZONE 1 WHICH LIES
 BJ1346'BETWEEN THE ORLEANS CANAL AND THE NEW BASIN CANAL, IN THE
 BJ1346'73RD BAY COUNTING FROM THE ORLEANS CANAL, AND APPROXIMATELY
 BJ1346'30 METERS (98 FEET) E OF THE MONUMENT IN ZONE 1.
 BJ1346'
 BJ1346'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH
 BJ1346'WITH THE TOP SURFACE OF THE TOP COPING.
 BJ1346'
 BJ1346'THE REFERENCE MARK, A STANDARD BRONZE DISK SET FLUSH WITH
 BJ1346'THE TOP SURFACE OF THE TOP COPING, IS 19.37 METERS (63.5
 BJ1346'FEET) FROM THE STATION N 82 DEG 26 MIN W.
 BJ1346
 BJ1346                          STATION RECOVERY (1935)
 BJ1346
 BJ1346'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1346'RECOVERED AS DESCRIBED.
 BJ1346
 BJ1346                          STATION RECOVERY (1942)
 BJ1346
 BJ1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCW)
 BJ1346'STATION WAS RECOVERED AS DESCRIBED IN EVERY DETAIL.  THE
 BJ1346'DISTANCES AND DIRECTIONS TO AZIMUTH MARKS WERE NOT CHECKED.
 BJ1346'
 BJ1346'ON THE LAKE PONTCHARTRAIN SEA-WALL, IN ZONE 1 WHICH LIES
 BJ1346'BETWEEN THE ORLEANS CANAL AND THE NEW BASIN CANAL, IN THE
 BJ1346'73RD BAY COUNTING FROM THE ORLEANS CANAL, AND APPROXIMATELY
 BJ1346'30 METERS (98 FEET) E OF THE MONUMENT IN ZONE 1.
 BJ1346'
 BJ1346'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH
 BJ1346'WITH THE TOP SURFACE OF THE TOP COPING.
 BJ1346'
 BJ1346'THE REFERENCE MARK, A STANDARD BRONZE DISK SET FLUSH WITH
 BJ1346'THE TOP SURFACE OF THE TOP COPING, IS 19.37 METERS (63.5
 BJ1346'FEET) FROM THE STATION N 82 DEG 26 MIN W.
 BJ1346
 BJ1346                          STATION RECOVERY (1953)
 BJ1346
 BJ1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1346'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 BJ1346'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ1346'
 BJ1346'STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEAWALL, JUST
 BJ1346'N OF THE INTERSECTION OF LAKESHORE DRIVE AND CANAL BOULEVARD.
 BJ1346'IT IS A STANDARD BRONZE DISK, STAMPED BUICK 1931 AND CEMENTED
 BJ1346'IN A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL.
 BJ1346'
 BJ1346'THE REFERENCE MARK IS A STANDARD BRONZE DISK, STAMPED BUICK
 BJ1346'1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 BJ1346'SEAWALL.
 BJ1346
 BJ1346                          STATION RECOVERY (1954)
 BJ1346
 BJ1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1346'THE STATION IS LOCATED IN THE NW SECTION OF NEW ORLEANS,
 BJ1346'ON THE S SHORE OF LAKE PONCHARTRAIN, 0.4 MI. E OF THE NEW
 BJ1346'CANAL LIGHTHOUSE, AND IN THE SEVENTY-THIRD BAY W OF THE
 BJ1346'ORLEANS CANAL.  IT IS 25 FT. W OF THE PROJECTED CENTERLINE OF
 BJ1346'THE S BOUND LANE OF CANAL BOULEVARD.  IT IS A STANDARD DISK,
 BJ1346'STAMPED BUICK 1931 AND SET IN A DRILL HOLE IN THE TOP OF
 BJ1346'THE SEAWALL.
 BJ1346'
 BJ1346'THE REFERENCE MARK IS 63.5 FT. W OF THE STATION N 82
 BJ1346'DEG 26 MIN W.IT IS N AND OPPOSITE THE FIRST LAMPPOST W
 BJ1346'OF CANAL BOULEVARD.  IT IS A STANDARD DISK, STAMPED BUICK
 BJ1346'1931 AND SET FLUSH IN A DRILL HOLE ON THE TOP OF THE SEAWALL.
 BJ1346
 BJ1346                          STATION RECOVERY (1963)
 BJ1346
 BJ1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1346'IN NEW ORLEANS.
 BJ1346'AT NEW ORLEANS, AT THE JUNCTION OF LAKESHORE DRIVE AND CANAL
 BJ1346'BOULEVARD, SET IN THE TOP OF THE CONCRETE SEA WALL ALONG SHORE OF LAKE
 BJ1346'PONTCHARTRAIN, 24 FEET WEST OF THE EXTENDED CENTER LINE OF SOUTH-BOUND
 BJ1346'LANE OF CANAL BOULEVARD, 72 FEET NORTH OF THE CENTER LINE OF LAKESHORE
 BJ1346'DRIVE AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE DRIVE.
 BJ1346
 BJ1346                          STATION RECOVERY (1972)
 BJ1346
 BJ1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ1346'THE STATION MARK, AND THE REFERENCE MARK WERE RECOVERED IN
 BJ1346'GOOD CONDITION AS DESCRIBED IN 1954.  THE STATION WAS NOT
 BJ1346'OCCUPIED AT THE PRESENT TIME, AS IT WAS USED FOR A TIE TO
 BJ1346'STATION CROSSOVER 7, ONLY.  A GEODIMETER TRAVERSE WAS MADE
 BJ1346'FROM CROSSOVER 7 TO BUICK, DISTANCE BEING 6105.564 METERS
 BJ1346'OR (20031.13 FEET).
 BJ1346'
 BJ1346'THE DISTANCE TO THE REFERENCE MARK IS 19.363 METERS OR 63.53
 BJ1346'FEET.
 BJ1346
 BJ1346                          STATION RECOVERY (1984)
 BJ1346
 BJ1346'RECOVERY NOTE BY US POWER SQUADRON 1984 (SAB)
 BJ1346'BUICK FAIR - READABLE.
 BJ1346'
 BJ1346'NO. 2 SEE SPANISH FORT, LA 1953 EDITION OF MAP OF LAKE
 BJ1346'PONTCHARTRAIN AREA LOCATED AT THE END OF CANAL BLVD AND LAKE FRONT.
 BJ1346
 BJ1346                          STATION RECOVERY (1985)
 BJ1346
 BJ1346'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 BJ1346'BUICK--1931 FOUND FAIR--HARD TO READ.
 BJ1346'
 BJ1346'DESCRIPTION ADEQUATE.
 BJ1346'
 BJ1346'BUICK--1931 REFERENCE MARK FOUND FAIR.
 BJ1346'
 BJ1346'DESCRIPTION ADEQUATE.
 BJ1346
 BJ1346                          STATION RECOVERY (1985)
 BJ1346
 BJ1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1346'RECOVERED IN GOOD CONDITION.
 BJ1346
 BJ1346                          STATION RECOVERY (1988)
 BJ1346
 BJ1346'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 BJ1346'RECOVERED IN GOOD CONDITION.
 BJ1346
 BJ1346                          STATION RECOVERY (1990)
 BJ1346
 BJ1346'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLR)
 BJ1346'RECOVERED IN GOOD CONDITION.
 BJ1346
 BJ1346                          STATION RECOVERY (1990)
 BJ1346
 BJ1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1346'IN NEW ORLEANS, AT THE INTERSECTION OF LAKESHORE DRIVE AND CANAL
 BJ1346'BOULEVARD, IN A CONCRETE RETAINING WALL, 23.2 M (76.1 FT) NORTHEAST
 BJ1346'OF UTILITY LIGHT POLE NUMBER LB 31, 22.6 M (74.1 FT) NORTH OF THE
 BJ1346'CENTERLINE OF THE EASTBOUND LANES OF THE DRIVE, 19.4 M (63.6 FT) EAST
 BJ1346'OF BUICK RM, 7.4 M (24.3 FT) WEST OF THE EXTENDED CENTER OF THE
 BJ1346'SOUTHBOUND LANES OF THE BOULEVARD, AND 0.6 M (2.0 FT) ABOVE THE LEVEL
 BJ1346'OF THE DRIVE.
 BJ1346
 BJ1346                          STATION RECOVERY (1994)
 BJ1346
 BJ1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1346'IN NEW ORLEANS, AT THE INTERSECTION OF LAKESHORE DRIVE AND CANAL
 BJ1346'BOULEVARD, IN A CONCRETE RETAINING WALL ALONG THE SOUTH SHORE OF LAKE
 BJ1346'PONTCHARTRAIN, 21.3 M (69.9 FT) NORTH OF THE DRIVE CENTERLINE, 19.4 M
 BJ1346'(63.6 FT) EAST OF BUICK REFERENCE MARK, 6.9 M (22.6 FT) WEST OF THE
 BJ1346'EXTENDED CENTER OF THE SOUTHBOUND LANES OF THE BOULEVARD, AND 0.2 M
 BJ1346'(0.7 FT) BELOW THE LEVEL OF THE DRIVE.  NOTE--THE ORIGINAL DESCRIPTION
 BJ1346'STATES THE DISK WAS STAMPED BUICK, BUT IT IS STAMPED AS ABOVE.
 BJ1346
 BJ1346                          STATION RECOVERY (2004)
 BJ1346
 BJ1346'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3003 ***********************************************************************
 AU3003  DESIGNATION -  BULL
 AU3003  PID         -  AU3003
 AU3003  STATE/COUNTY-  LA/TERREBONNE
 AU3003  USGS QUAD   -  JACKO BAY (1994)
 AU3003
 AU3003                         *CURRENT SURVEY CONTROL
 AU3003  ___________________________________________________________________
 AU3003* NAD 83(1992)-  29 09 02.43820(N)    090 23 38.55380(W)     ADJUSTED  
 AU3003* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3003  **This station is located in a subsidence area (see below).
 AU3003  ___________________________________________________________________
 AU3003  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AU3003  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AU3003
 AU3003  HORZ ORDER  -  THIRD
 AU3003
 AU3003.The horizontal coordinates were established by classical geodetic methods
 AU3003.and adjusted by the National Geodetic Survey in January 1993..
 AU3003
 AU3003 ** The orthometric height has not been validated since last determined
 AU3003 ** by differential leveling and should not be used for control purposes.
 AU3003 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3003 ** area with valid NAVD 88 orthometric heights.
 AU3003 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3003 ** epoch indicated which incorporates improved geoid heights for the
 AU3003 ** Southern Louisiana Subsidence area.
 AU3003 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3003.The orthometric height was scaled from a topographic map.
 AU3003
 AU3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3003
 AU3003.The geoid height was determined by GEOID03.
 AU3003
 AU3003;                    North         East     Units Scale Factor Converg.
 AU3003;SPC LA S     -    72,501.093 1,091,392.575   MT  1.00003496   +0 28 10.8
 AU3003;SPC LA S     -   237,864.00  3,580,677.14   sFT  1.00003496   +0 28 10.8
 AU3003;UTM  15      - 3,227,488.896   753,497.339   MT  1.00039304   +1 16 12.2
 AU3003
 AU3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3003!SPC LA S     -   1.00000378  x   1.00003496  =   1.00003874
 AU3003!UTM  15      -   1.00000378  x   1.00039304  =   1.00039682
 AU3003
 AU3003:                Primary Azimuth Mark                     Grid Az
 AU3003:SPC LA S     -  PHILO                                    041 06 21.9
 AU3003:UTM  15      -  PHILO                                    040 18 20.5
 AU3003
 AU3003|---------------------------------------------------------------------|
 AU3003| PID    Reference Object                     Distance      Geod. Az  |
 AU3003|                                                           dddmmss.s |
 AU3003| AU2972 PHILO                               APPROX. 6.5 KM 0413432.7 |
 AU3003| DD6412 BULL RM 1                            11.002 METERS 11941     |
 AU3003| DD6413 BULL RM 2                             9.798 METERS 18740     |
 AU3003|---------------------------------------------------------------------|
 AU3003
 AU3003                          SUPERSEDED SURVEY CONTROL
 AU3003
 AU3003  NAD 83(1986)-  29 09 02.45565(N)    090 23 38.56529(W) AD(       ) 3
 AU3003  NAD 27      -  29 09 01.63400(N)    090 23 38.26100(W) AD(       ) 3
 AU3003
 AU3003.Superseded values are not recommended for survey control.
 AU3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3003.See file dsdata.txt to determine how the superseded data were derived.
 AU3003
 AU3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5349727489(NAD 83)
 AU3003_MARKER: DS = TRIANGULATION STATION DISK
 AU3003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3003_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3003
 AU3003  HISTORY     - Date     Condition        Report By
 AU3003  HISTORY     - 1934     MONUMENTED       CGS
 AU3003  HISTORY     - 1948     MARK NOT FOUND   BAKER
 AU3003  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3003  HISTORY     - 1959     GOOD             CGS
 AU3003
 AU3003                          STATION DESCRIPTION
 AU3003
 AU3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3003'STATION IS ABOUT 7 MILES NW OF TIMBALIER LIGHT, ABOUT 3 MILES
 AU3003'N FROM THE SW END OF CASSE TETE ISLAND, ON WHAT IS LOCALLY
 AU3003'KNOWN AS BULL ISLAND, ABOUT MIDWAY OF A SMALL BUSH-COVERED
 AU3003'ISLAND EXTENDING E AND W, WHICH IS THE LARGEST OF THREE
 AU3003'ISLANDS, AND ABOUT 1/2 MILE W OF A HOUSE ON THE NE ISLAND.
 AU3003'
 AU3003'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3003'SET IN CONCRETE IN THE TOP OF TILES.
 AU3003'
 AU3003'REFERENCE MARK NO. 1 IS 11.002 METERS (36.10 FEET) FROM THE
 AU3003'STATION S 60 DEG 18 MIN E.
 AU3003'
 AU3003'REFERENCE MARK NO. 2 IS 9.798 METERS (32.15 FEET) FROM THE
 AU3003'STATION S 7 DEG 40 MIN W.
 AU3003
 AU3003                          STATION RECOVERY (1948)
 AU3003
 AU3003'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948 (GLB)
 AU3003'STATION COULD NOT BE FOUND AFTER CAREFUL AND DETAILED SEARCH.
 AU3003
 AU3003                          STATION RECOVERY (1952)
 AU3003
 AU3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3003'STATION AND BOTH REFERENCE MARKS ARE LOST THROUGH EROSION.  THE
 AU3003'ISLAND HAS BEEN CUT IN TWO AT THE LOCATION OF THE STATION.
 AU3003
 AU3003                          STATION RECOVERY (1959)
 AU3003
 AU3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (PB)
 AU3003'THE ISLAND THAT BULL 1934 WAS ESTABLISHED ON, HAS BEEN WASHED
 AU3003'IN THE MIDDLE.  STATION BULL IS NOW ON THE POINT OF THE
 AU3003'ISLAND THAT IS LARGEST IN THE GROUP.  THE POINT WHERE BULL
 AU3003'IS LOCATED IS APPROX. 30 FEET WIDE.  BOTH REFERENCE MARKS
 AU3003'ARE NOW IN THE WATER TO THE WEST OF THE STATION, ON THE SAME
 AU3003'ISLANDIS A U.S. GENERAL LAND OFFICE SURVEY MARKER.  TO THE
 AU3003'EAST APPROX. 600 FEET IS A SMALL ISLAND WITH A STAKE IN THE
 AU3003'MIDDLE OF IT.  THE STATION IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2936 ***********************************************************************
 BX2936  DESIGNATION -  BULL
 BX2936  PID         -  BX2936
 BX2936  STATE/COUNTY-  LA/SABINE
 BX2936  USGS QUAD   -  PEASON (1954)
 BX2936
 BX2936                         *CURRENT SURVEY CONTROL
 BX2936  ___________________________________________________________________
 BX2936* NAD 83(1992)-  31 27 46.38711(N)    093 18 24.81398(W)     ADJUSTED  
 BX2936* NAVD 88     -       125.9    (meters)     413.     (feet)  VERTCON   
 BX2936  ___________________________________________________________________
 BX2936  X           -    -314,116.965 (meters)                     COMP
 BX2936  Y           -  -5,436,398.737 (meters)                     COMP
 BX2936  Z           -   3,309,829.522 (meters)                     COMP
 BX2936  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 BX2936  ELLIP HEIGHT-          99.59  (meters)          (01/02/04) GPS OBS
 BX2936  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX2936
 BX2936  HORZ ORDER  -  SECOND
 BX2936  ELLP ORDER  -  FOURTH    CLASS II
 BX2936
 BX2936.The horizontal coordinates were established by classical geodetic methods
 BX2936.and adjusted by the National Geodetic Survey in January 1993..
 BX2936
 BX2936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2936
 BX2936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX2936
 BX2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2936
 BX2936.The ellipsoidal height was determined by GPS observations
 BX2936.and is referenced to NAD 83.
 BX2936
 BX2936.The geoid height was determined by GEOID03.
 BX2936
 BX2936;                    North         East     Units Scale Factor Converg.
 BX2936;SPC LA N     -   107,046.031   923,317.895   MT  0.99994604   -0 25 35.8
 BX2936;SPC LA N     -   351,200.19  3,029,252.13   sFT  0.99994604   -0 25 35.8
 BX2936;UTM  15      - 3,480,943.853   470,844.566   MT  0.99961048   -0 09 36.7
 BX2936
 BX2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2936!SPC LA N     -   0.99998436  x   0.99994604  =   0.99993040
 BX2936!UTM  15      -   0.99998436  x   0.99961048  =   0.99959485
 BX2936
 BX2936|---------------------------------------------------------------------|
 BX2936| PID    Reference Object                     Distance      Geod. Az  |
 BX2936|                                                           dddmmss.s |
 BX2936| CV8157 BULL RM 1                            16.937 METERS 13446     |
 BX2936| BX2937 BULL LDH 1971 A PT                    5.742 METERS 21726     |
 BX2936| CV8158 BULL RM 2                            18.417 METERS 22308     |
 BX2936| CV8156 BULL AZ MK                                         2364544.6 |
 BX2936|---------------------------------------------------------------------|
 BX2936
 BX2936                          SUPERSEDED SURVEY CONTROL
 BX2936
 BX2936  ELLIP H (01/21/93)   99.69   (m)                       GP(       ) 4 2
 BX2936  NAD 83(1986)-  31 27 46.40451(N)    093 18 24.80434(W) AD(       ) 2
 BX2936  NAD 27      -  31 27 45.76919(N)    093 18 24.19168(W) AD(       ) 3
 BX2936  NGVD 29 (07/19/86)  126.0    (m)          413.     (f) VERT ANG       
 BX2936
 BX2936.Superseded values are not recommended for survey control.
 BX2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2936.See file dsdata.txt to determine how the superseded data were derived.
 BX2936
 BX2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7084580944(NAD 83)
 BX2936_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BX2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2936_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2936+STABILITY: SURFACE MOTION
 BX2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2936+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BX2936
 BX2936  HISTORY     - Date     Condition        Report By
 BX2936  HISTORY     - 1971     MONUMENTED       LADH
 BX2936  HISTORY     - 1987     GOOD             NGS
 BX2936  HISTORY     - 20010331 GOOD             NGS
 BX2936
 BX2936                          STATION DESCRIPTION
 BX2936
 BX2936'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RJT)
 BX2936'THE STATION IS LOCATED 9 MILES EAST OF FLORIEN, 12 MILES SOUTHEAST OF
 BX2936'MANY AND 8.5 MILES NORTHWEST OF KISATCHIE, IN THE NORTHEAST 1/4 OF
 BX2936'SECTION 32, T6N, R9W, AND ON THE PROPERTY OWNED BY DALTON
 BX2936'HERRINGTON, ADDRESS RT., FLORIEN, LA., TELEPHONE 586-7488.
 BX2936'
 BX2936'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX2936'STATE HIGHWAY 118 ABOUT ONE MILE NORTH OF FLORIEN, GO NORTH AND EAST
 BX2936'ON STATE HIGHWAY 118 FOR 5.25 MILES TO THE MT. CARMEL CEMETERY ON
 BX2936'THE RIGHT, CONTINUE AHEAD FOR 4 MILES TO A CROSSROADS, TURN LEFT ON
 BX2936'GRAVEL ROAD AND GO EAST FOR 0.8 MILE TO THE STATION WHICH IS
 BX2936'SET ON THE LEFT AND NORTH OF THE GRAVEL ROAD NEAR A FENCE CORNER
 BX2936'AND A LANE.
 BX2936'
 BX2936'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ON THE
 BX2936'GRAVEL ROAD FOR APPROXIMATELY 0.5 MILE.  THE MARK IS SET ON THE
 BX2936'RIGHT AND NORTHWEST OF THE ROAD NEAR A PINE TREE.
 BX2936'
 BX2936'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2936'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2936'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2936'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2936'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2936'STAMPED BULL 1971.  THE MARK IS 57 FEET NORTH-NORTHWEST OF A POWER
 BX2936'POLE, 34 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 17 FEET
 BX2936'SOUTHWEST OF THE CENTER OF A DIRT ROAD, 11 FEET NORTHWEST OF A
 BX2936'METAL WITNESS POST AND SIGN, 10 FEET NORTHWEST OF A NORTH-SOUTH
 BX2936'FENCE, AND 2.5 FEET SOUTHWEST OF AN EAST-WEST FENCE.
 BX2936'
 BX2936'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2936'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2936'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2936'STAMPED BULL R. M. 1 1971.  IT IS 24 FEET NORTHEAST OF A POWER
 BX2936'POLE, 20 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 6 FEET
 BX2936'EAST-NORTHEAST OF A TELEPHONE CABLE JUNCTION BOX, AND 1 FOOT
 BX2936'SOUTHEAST OF A FENCE.
 BX2936'
 BX2936'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2936'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2936'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2936'STAMPED BULL R. M. 2 1971.  IT IS 63 FEET WEST-SOUTHWEST OF A
 BX2936'POWER POLE, 62 FEET SOUTHWEST OF A FENCE CORNER, 28 FEET NORTHWEST
 BX2936'OF THE CENTER OF A GRAVEL ROAD, AND 1.5 FEET NORTHWEST OF A FENCE.
 BX2936'
 BX2936'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2936'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2936'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2936'STAMPED BULL AZ. MK. 1971.  IT IS 73 FEET NORTHEAST OF A POWER
 BX2936'POLE, 43 FEET SOUTHWEST OF A 10 INCH PINE TREE, 37 FEET
 BX2936'SOUTH-SOUTHEAST OF A FENCE, 34 FEET NORTH-NORTHWEST OF THE
 BX2936'CENTER OF A GRAVEL ROAD, AND 5 FEET NORTH-NORTHWEST OF A METAL
 BX2936'WITNESS POST AND SIGN.
 BX2936'
 BX2936'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BX2936
 BX2936                          STATION RECOVERY (1987)
 BX2936
 BX2936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BX2936'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BX2936'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BX2936'OBSERVATIONS.
 BX2936'
 BX2936'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) EAST OF FLORIEN, 19.3
 BX2936'KM (12 MI) SOUTHEAST OF MANY AND 13.7 KM (8.5 MI) NORTHWEST OF
 BX2936'KISATCHIE.
 BX2936'OWNERSHIP--MR. DALTON HERRINGTON, ROUTE 1, FLORIEN LA. PHONE
 BX2936'318-586-7952.
 BX2936'
 BX2936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND
 BX2936'STATE HIGHWAY 118 ABOUT ONE MILE NORTH OF FLORIEN.  TAKE HIGHWAY
 BX2936'118, SOUTHEAST, FOR 14.9 KM (9.25 MI) TO A CROSSROAD.  TURN LEFT,
 BX2936'EAST AND GO 1.3 KM (0.8 MI) ON A GRAVEL ROAD TO THE MARK ON THE LEFT
 BX2936'AND NORTH OF A GRAVEL ROAD.
 BX2936'
 BX2936'THE STATION IS A STANDARD LADH DISK
 BX2936'STAMPED---BULL 1971---,
 BX2936'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX2936'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BX2936'17.4 METERS (57 FT) NORTH-NORTHWEST FROM A POWER POLE,
 BX2936'10.4 METERS (34 FT) NORTHWEST FROM THE CENTER OF A GRAVEL ROAD,
 BX2936'5.2 METERS (17 FT) SOUTHWEST FROM THE CENTER OF A DIRT ROAD,
 BX2936'3.3 METERS (11 FT) NORTHWEST FROM A METAL WITNESS POST,
 BX2936'3.0 METERS (10 FT) NORTHWEST FROM A FENCE RUNNING NORTH-SOUTH
 BX2936'AND 0.8 METER (2.5 FT) SOUTHWEST FROM A FENCE RUNNING EAST-WEST.
 BX2936'THE UNDERGROUND MARK IS A STANDARD LADH DISK
 BX2936'STAMPED---BULL 1971---,
 BX2936'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BX2936'
 BX2936'DESCRIBED BY REX . BALL, TYPED BY DEW.
 BX2936
 BX2936                          STATION RECOVERY (2001)
 BX2936
 BX2936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2936'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3151 ***********************************************************************
 CQ3151  DESIGNATION -  BULL
 CQ3151  PID         -  CQ3151
 CQ3151  STATE/COUNTY-  LA/DE SOTO
 CQ3151  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ3151
 CQ3151                         *CURRENT SURVEY CONTROL
 CQ3151  ___________________________________________________________________
 CQ3151* NAD 83(1992)-  32 04 29.98843(N)    093 30 49.00302(W)     ADJUSTED  
 CQ3151* NAVD 88     -        50.2    (meters)     165.     (feet)  VERTCON   
 CQ3151  ___________________________________________________________________
 CQ3151  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CQ3151  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ3151
 CQ3151  HORZ ORDER  -  FIRST
 CQ3151
 CQ3151.The horizontal coordinates were established by classical geodetic methods
 CQ3151.and adjusted by the National Geodetic Survey in January 1993..
 CQ3151
 CQ3151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3151
 CQ3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3151
 CQ3151.The geoid height was determined by GEOID03.
 CQ3151
 CQ3151;                    North         East     Units Scale Factor Converg.
 CQ3151;SPC LA N     -   175,075.454   904,307.862   MT  0.99991849   -0 32 09.2
 CQ3151;SPC LA N     -   574,393.39  2,966,883.38   sFT  0.99991849   -0 32 09.2
 CQ3151;UTM  15      - 3,548,863.947   451,525.851   MT  0.99962898   -0 16 21.9
 CQ3151
 CQ3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3151!SPC LA N     -   0.99999617  x   0.99991849  =   0.99991466
 CQ3151!UTM  15      -   0.99999617  x   0.99962898  =   0.99962515
 CQ3151
 CQ3151:                Primary Azimuth Mark                     Grid Az
 CQ3151:SPC LA N     -  BULL AZ MK                               036 56 50.8
 CQ3151:UTM  15      -  BULL AZ MK                               036 41 03.5
 CQ3151
 CQ3151|---------------------------------------------------------------------|
 CQ3151| PID    Reference Object                     Distance      Geod. Az  |
 CQ3151|                                                           dddmmss.s |
 CQ3151| CX5095 BULL AZ MK                                         0362441.6 |
 CQ3151| CX5096 BULL RM 1                            23.263 METERS 06039     |
 CQ3151| CX5097 BULL RM 2                            33.205 METERS 33007     |
 CQ3151|---------------------------------------------------------------------|
 CQ3151
 CQ3151                          SUPERSEDED SURVEY CONTROL
 CQ3151
 CQ3151  NAD 83(1986)-  32 04 30.00070(N)    093 30 48.99785(W) AD(       ) 1
 CQ3151  NAD 27      -  32 04 29.41891(N)    093 30 48.36123(W) AD(       ) 1
 CQ3151  NGVD 29 (07/19/86)   50.3    (m)          165.     (f) VERT ANG       
 CQ3151
 CQ3151.Superseded values are not recommended for survey control.
 CQ3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3151.See file dsdata.txt to determine how the superseded data were derived.
 CQ3151
 CQ3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5152648864(NAD 83)
 CQ3151_MARKER: DS = TRIANGULATION STATION DISK
 CQ3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3151
 CQ3151  HISTORY     - Date     Condition        Report By
 CQ3151  HISTORY     - 1969     MONUMENTED       CGS
 CQ3151  HISTORY     - 19961116 GOOD             USPSQD
 CQ3151
 CQ3151                          STATION DESCRIPTION
 CQ3151
 CQ3151'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3151'THE STATION IS ABOUT 11-3/4 MILES NORTHEAST OF MANSFIELD,
 CQ3151'4-3/4 MILES WEST OF HARMON AND 3-1/4 MILES SOUTHWEST OF
 CQ3151'ABINGTON.  IT IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 CQ3151'84.
 CQ3151'
 CQ3151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND
 CQ3151'U.S. HIGHWAY 84 IN THE SMALL TOWN OF GRAND BAYOU, GO WEST AND
 CQ3151'SOUTHWEST ON U.S. HIGHWAY 84 FOR 2.4 MILES TO A CONCRETE BRIDGE
 CQ3151'OVER THE PIERRE BAYOU AND THE AZIMUTH MARK ON THE LEFT.  TO
 CQ3151'REACH THE STATION FROM THIS POINT CONTINUE SOUTHWESTERLY FOR
 CQ3151'0.3 MILE TO THE STATION ON THE LEFT.
 CQ3151'
 CQ3151'THE STATION MARK IS A STANDARD DISK, STAMPED BULL 1969, SET IN
 CQ3151'THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT IS FLUSH WITH THE
 CQ3151'GROUND.  IT IS 49 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ3151'U.S. HIGHWAY 84, 21.5 FEET NORTHEAST OF A GRAVELED DRIVEWAY AND
 CQ3151'11.5 FEET NORTHWEST OF A METAL WITNESS POST AND FENCELINE.
 CQ3151'
 CQ3151'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BULL NO 1 1969,
 CQ3151'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 1
 CQ3151'INCH ABOVE THE GROUND.  IT IS 75.5 FEET NORTHEAST OF A METAL
 CQ3151'WITNESS POST, 60 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 CQ3151'84 AND 0.8 FEET NORTHEAST OF A FENCELINE.
 CQ3151'
 CQ3151'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BULL NO 2 1969,
 CQ3151'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS
 CQ3151'5 INCHES ABOVE THE GROUND.  IT IS 60 FEET NORTHWEST OF THE
 CQ3151'CENTERLINE OF U.S. HIGHWAY 84, 19.5 FEET NORTHWEST OF THE
 CQ3151'WITNESS POST AND 0.8 FEET SOUTHEAST OF A FENCELINE.
 CQ3151'
 CQ3151'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BULL 1969,
 CQ3151'CEMENTED IN A DRILL HOLE IN THE WALKWAY OF THE BRIDGE IN THE
 CQ3151'NORTHEAST END OF THE SOUTHEAST SIDE, WHICH PROJECTS ABOUT 12
 CQ3151'INCHES ABOVE THE ROAD.  IT IS 15 FEET SOUTHEAST OF THE
 CQ3151'CENTERLINE OF U.S. HIGHWAY 84 AND 3.5 FEET WEST OF THE
 CQ3151'NORTHEAST END OF THE BRIDGE.
 CQ3151'
 CQ3151'HEIGHT OF LIGHT ABOVE STATION MARK 22.37 METERS.
 CQ3151
 CQ3151                          STATION RECOVERY (1996)
 CQ3151
 CQ3151'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6200 ***********************************************************************
 AH6200  DESIGNATION -  BULLRUN
 AH6200  PID         -  AH6200
 AH6200  STATE/COUNTY-  LA/TERREBONNE
 AH6200  USGS QUAD   -  GRAY (1980)
 AH6200
 AH6200                         *CURRENT SURVEY CONTROL
 AH6200  ___________________________________________________________________
 AH6200* NAD 83(1992)-  29 38 53.52534(N)    090 52 20.01736(W)     ADJUSTED  
 AH6200* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6200  **This station is located in a subsidence area (see below).
 AH6200  ___________________________________________________________________
 AH6200  X           -     -84,449.608 (meters)                     COMP
 AH6200  Y           -  -5,546,987.285 (meters)                     COMP
 AH6200  Z           -   3,136,529.968 (meters)                     COMP
 AH6200  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6200  ELLIP HEIGHT-         -24.26  (meters)          (02/21/02) GPS OBS
 AH6200  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6200
 AH6200  HORZ ORDER  -  FIRST
 AH6200  ELLP ORDER  -  FIFTH     CLASS I
 AH6200
 AH6200.The horizontal coordinates were established by GPS observations
 AH6200.and adjusted by the National Geodetic Survey in December 1998..
 AH6200
 AH6200 ** The orthometric height has not been validated since last determined
 AH6200 ** by differential leveling and should not be used for control purposes.
 AH6200 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6200 ** area with valid NAVD 88 orthometric heights.
 AH6200 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6200 ** epoch indicated which incorporates improved geoid heights for the
 AH6200 ** Southern Louisiana Subsidence area.
 AH6200 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6200.The orthometric height was determined by GPS observations and a
 AH6200.high-resolution geoid model.
 AH6200
 AH6200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6200
 AH6200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6200
 AH6200.The ellipsoidal height was determined by GPS observations
 AH6200.and is referenced to NAD 83.
 AH6200
 AH6200.The geoid height was determined by GEOID03.
 AH6200
 AH6200;                    North         East     Units Scale Factor Converg.
 AH6200;SPC LA S     -   127,362.203 1,044,643.919   MT  0.99994457   +0 13 50.0
 AH6200;SPC LA S     -   417,854.16  3,427,302.59   sFT  0.99994457   +0 13 50.0
 AH6200;UTM  15      - 3,281,696.641   705,963.088   MT  1.00012344   +1 03 10.5
 AH6200
 AH6200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6200!SPC LA S     -   1.00000381  x   0.99994457  =   0.99994838
 AH6200!UTM  15      -   1.00000381  x   1.00012344  =   1.00012725
 AH6200
 AH6200                          SUPERSEDED SURVEY CONTROL
 AH6200
 AH6200  ELLIP H (12/17/98)  -24.27   (m)                       GP(       ) 4 2
 AH6200
 AH6200.Superseded values are not recommended for survey control.
 AH6200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6200.See file dsdata.txt to determine how the superseded data were derived.
 AH6200
 AH6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0596381697(NAD 83)
 AH6200_MARKER: I = METAL ROD
 AH6200_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6200_STAMPING: BULLRUN
 AH6200_MARK LOGO: LA-109
 AH6200_PROJECTION: RECESSED 10 CENTIMETERS
 AH6200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6200+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6200_ROD/PIPE-DEPTH: 18.3 meters
 AH6200_SLEEVE-DEPTH  :  0.9 meters
 AH6200
 AH6200  HISTORY     - Date     Condition        Report By
 AH6200  HISTORY     - 1995     MONUMENTED       MPHI
 AH6200
 AH6200                          STATION DESCRIPTION
 AH6200
 AH6200'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6200'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6200'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6200'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6200'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6200'JUNCTION WITH BULL RUN ROAD.  TURN LEFT ON BULL RUN ROAD AND TRAVEL
 AH6200'WEST FOR 4.0 MI (6.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 AH6200'STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 26.0 FT
 AH6200'(7.9 M) SOUTHWEST FROM THE CENTERLINE OF BULL RUN ROAD, 46.40 FT
 AH6200'(14.14 M) SOUTH FROM THE POWER POLE WITH LIGHT, AND 106.0 FT (32.3 M)
 AH6200'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2011 ***********************************************************************
 BJ2011  DESIGNATION -  BULLTAIL BOLT
 BJ2011  PID         -  BJ2011
 BJ2011  STATE/COUNTY-  LA/IBERVILLE
 BJ2011  USGS QUAD   -  BAYOU SORREL (1992)
 BJ2011
 BJ2011                         *CURRENT SURVEY CONTROL
 BJ2011  ___________________________________________________________________
 BJ2011* NAD 83(1986)-  30 13 26.     (N)    091 20 27.     (W)     SCALED    
 BJ2011* NAVD 88     -         1.93   (+/-2cm)       6.3    (feet)  VERTCON   
 BJ2011  ___________________________________________________________________
 BJ2011  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2011
 BJ2011  VERT ORDER  -  ? (See Below)
 BJ2011
 BJ2011.The horizontal coordinates were scaled from a topographic map and have
 BJ2011.an estimated accuracy of +/- 6 seconds.
 BJ2011
 BJ2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2011.The vertical order pertains to the NGVD 29 superseded value.
 BJ2011
 BJ2011.The geoid height was determined by GEOID03.
 BJ2011
 BJ2011;                    North         East    Units  Estimated Accuracy
 BJ2011;SPC LA S     -   191,080.      999,280.      MT  (+/- 180 meters Scaled)
 BJ2011
 BJ2011                          SUPERSEDED SURVEY CONTROL
 BJ2011
 BJ2011  NGVD 29 (??/??/??)    1.952  (m)            6.40   (f) ADJUSTED    ?  
 BJ2011
 BJ2011.Superseded values are not recommended for survey control.
 BJ2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2011.See file dsdata.txt to determine how the superseded data were derived.
 BJ2011
 BJ2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP596447(NAD 83)
 BJ2011_MARKER: B = BOLT
 BJ2011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2011
 BJ2011  HISTORY     - Date     Condition        Report By
 BJ2011  HISTORY     - UNK      MONUMENTED       DOD
 BJ2011  HISTORY     - 1933     GOOD             DOD
 BJ2011
 BJ2011                          STATION DESCRIPTION
 BJ2011
 BJ2011'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2011'2.7 MI S FROM INDIAN.
 BJ2011'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2011'INDIAN VILLAGE, IBERVILLE PARISH, THENCE 1.8 MILES WEST ALONG THE
 BJ2011'RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ABOUT 3/4
 BJ2011'MILE BELOW THE MOUTH OF BULLTAIL BAYOU OR LOWER FLAT, IN IRREGULAR
 BJ2011'SEC. 58, T. 10 S., R. 11 E., ABOUT 100 FEET SOUTH OF THE RIVER BANK,
 BJ2011'AND 9.8 FEET NORTH OF P.B.M. 33 (U.S.E.), DESCRIBED BELOW.  A COPPER
 BJ2011'BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 BJ2011'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BJ2011'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3236 ***********************************************************************
 BJ3236  DESIGNATION -  BULLTAIL CAP
 BJ3236  PID         -  BJ3236
 BJ3236  STATE/COUNTY-  LA/IBERVILLE
 BJ3236  USGS QUAD   -  BAYOU SORREL (1992)
 BJ3236
 BJ3236                         *CURRENT SURVEY CONTROL
 BJ3236  ___________________________________________________________________
 BJ3236* NAD 83(1986)-  30 13 26.     (N)    091 20 27.     (W)     SCALED    
 BJ3236* NAVD 88     -         3.15   (+/-2cm)      10.3    (feet)  VERTCON   
 BJ3236  ___________________________________________________________________
 BJ3236  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3236
 BJ3236  VERT ORDER  -  ? (See Below)
 BJ3236
 BJ3236.The horizontal coordinates were scaled from a topographic map and have
 BJ3236.an estimated accuracy of +/- 6 seconds.
 BJ3236
 BJ3236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3236.The vertical order pertains to the NGVD 29 superseded value.
 BJ3236
 BJ3236.The geoid height was determined by GEOID03.
 BJ3236
 BJ3236;                    North         East    Units  Estimated Accuracy
 BJ3236;SPC LA S     -   191,080.      999,280.      MT  (+/- 180 meters Scaled)
 BJ3236
 BJ3236                          SUPERSEDED SURVEY CONTROL
 BJ3236
 BJ3236  NGVD 29 (??/??/??)    3.179  (m)           10.43   (f) ADJUSTED    ?  
 BJ3236
 BJ3236.Superseded values are not recommended for survey control.
 BJ3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3236.See file dsdata.txt to determine how the superseded data were derived.
 BJ3236
 BJ3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP596447(NAD 83)
 BJ3236_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ3236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ3236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ3236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3236
 BJ3236  HISTORY     - Date     Condition        Report By
 BJ3236  HISTORY     - UNK      MONUMENTED       DOD
 BJ3236  HISTORY     - 1933     GOOD             DOD
 BJ3236
 BJ3236                          STATION DESCRIPTION
 BJ3236
 BJ3236'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ3236'2.7 MI S FROM INDIAN.
 BJ3236'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ3236'INDIAN VILLAGE, IBERVILLE PARISH, THENCE 1.8 MILES WEST ALONG THE
 BJ3236'RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ABOUT 3/4
 BJ3236'MILE BELOW THE MOUTH OF BULLTAIL BAYOU OR LOWER FLAT, IN IRREGULAR
 BJ3236'SEC. 58, T. 10 S., R. 11 E., ABOUT 100 FEET SOUTH OF THE RIVER BANK,
 BJ3236'AND 9.8 FEET NORTH OF P.B.M. 33 (U.S.E.), DESCRIBED BELOW.
 BJ3236'SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 BJ3236'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BJ3236'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3021 ***********************************************************************
 BK3021  DESIGNATION -  BUNDICK
 BK3021  PID         -  BK3021
 BK3021  STATE/COUNTY-  LA/BEAUREGARD
 BK3021  USGS QUAD   -  DRY CREEK (1975)
 BK3021
 BK3021                         *CURRENT SURVEY CONTROL
 BK3021  ___________________________________________________________________
 BK3021* NAD 83(1992)-  30 44 42.68596(N)    093 01 33.87612(W)     ADJUSTED  
 BK3021* NAVD 88     -        46.76   (+/-2cm)     153.4    (feet)  VERTCON   
 BK3021  ___________________________________________________________________
 BK3021  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BK3021  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK3021
 BK3021  HORZ ORDER  -  FIRST
 BK3021  VERT ORDER  -  THIRD ? (See Below)
 BK3021
 BK3021.The horizontal coordinates were established by classical geodetic methods
 BK3021.and adjusted by the National Geodetic Survey in January 1993..
 BK3021
 BK3021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3021.The vertical order pertains to the NGVD 29 superseded value.
 BK3021
 BK3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3021
 BK3021.The geoid height was determined by GEOID03.
 BK3021
 BK3021;                    North         East     Units Scale Factor Converg.
 BK3021;SPC LA S     -   250,070.720   837,911.813   MT  1.00000992   -0 50 47.0
 BK3021;SPC LA S     -   820,440.35  2,749,049.01   sFT  1.00000992   -0 50 47.0
 BK3021;UTM  15      - 3,401,363.493   497,503.965   MT  0.99960008   -0 00 48.0
 BK3021
 BK3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3021!SPC LA S     -   0.99999691  x   1.00000992  =   1.00000683
 BK3021!UTM  15      -   0.99999691  x   0.99960008  =   0.99959699
 BK3021
 BK3021:                Primary Azimuth Mark                     Grid Az
 BK3021:SPC LA S     -  BUNDICK AZ MK                            015 41 30.6
 BK3021:UTM  15      -  BUNDICK AZ MK                            014 51 31.6
 BK3021
 BK3021|---------------------------------------------------------------------|
 BK3021| PID    Reference Object                     Distance      Geod. Az  |
 BK3021|                                                           dddmmss.s |
 BK3021| CV8159 BUNDICK AZ MK                                      0145043.6 |
 BK3021| CV8160 BUNDICK RM 1                         54.059 METERS 03738     |
 BK3021| BK3025 BUNDICK RM 5                         37.745 METERS 07840     |
 BK3021| BK3022 BUNDICK RM 3                         31.956 METERS 08414     |
 BK3021| CV8161 BUNDICK RM 2                         43.373 METERS 16043     |
 BK3021| CV8162 BUNDICK RM 4                         31.425 METERS 20045     |
 BK3021|---------------------------------------------------------------------|
 BK3021
 BK3021                          SUPERSEDED SURVEY CONTROL
 BK3021
 BK3021  NAD 83(1986)-  30 44 42.70439(N)    093 01 33.86902(W) AD(       ) 1
 BK3021  NAD 27      -  30 44 41.99900(N)    093 01 33.30800(W) AD(       ) 1
 BK3021  NGVD 29 (07/19/86)   46.81   (m)          153.6    (f) LEVELING    3  
 BK3021
 BK3021.Superseded values are not recommended for survey control.
 BK3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3021.See file dsdata.txt to determine how the superseded data were derived.
 BK3021
 BK3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9750401363(NAD 83)
 BK3021_MARKER: DS = TRIANGULATION STATION DISK
 BK3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3021
 BK3021  HISTORY     - Date     Condition        Report By
 BK3021  HISTORY     - 1935     MONUMENTED       CGS
 BK3021  HISTORY     - 1936     GOOD             LAGS
 BK3021  HISTORY     - 1943     GOOD             USE
 BK3021  HISTORY     - 1965     GOOD             CGS
 BK3021  HISTORY     - 1974     GOOD             NGS
 BK3021  HISTORY     - 20011222 GOOD             USPSQD
 BK3021
 BK3021                          STATION DESCRIPTION
 BK3021
 BK3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3021'STATION IS ABOUT 17 MILES ESE OF DE RIDDER, ABOUT 6 MILES
 BK3021'NNE OF DRY CREEK, IN THE NW 1/4 SEC. 6, T 4 S, R 6 W, IN
 BK3021'A CUT-OVER AREA THAT IS OWNED BY THE LONG-BELL LUMBER COMPANY,
 BK3021'50 FEET W OF CENTER LINE OF STATE HIGHWAY 251 (GRAVEL ROAD),
 BK3021'AT TOP OF THE SLIGHT HIGHWAY GRADE, 1.85 MILES S OF JUNCTION
 BK3021'OF STATE HIGHWAY 251 AND HIGHWAY 52, ABOUT 0.25 MILE S OF
 BK3021'CLUSTER OF 4 10-INCH PINE TREES THAT STAND ON W SIDE OF THE
 BK3021'HIGHWAY, 79 FEET WNW OF A TELEPHONE POLE THAT STANDS ALMOST
 BK3021'DIRECTLY ACROSS ROAD FROM STATION, 35 FEET NNW OF A STUMP
 BK3021'THAT PROJECTS ABOUT 4 FEET, 17 FEET S OF A 24-INCH STUMP
 BK3021'THAT PROJECTS ABOUT 2 FEET.  THE MARK PROJECTS 4 INCHES.
 BK3021'
 BK3021'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK3021'BRONZE DISKS SET IN CONCRETE.
 BK3021'
 BK3021'AZIMUTH MARK IS NNE OF STATION, 27 FEET E OF CENTER LINE OF
 BK3021'HIGHWAY 251, 6 FEET S OF A TELEPHONE POLE.  IT PROJECTS 5
 BK3021'INCHES.
 BK3021'
 BK3021'REFERENCE MARK NO. 1 IS NE OF STATION, 28 FEET E OF CENTER LINE
 BK3021'OF THE HIGHWAY, 8 FEET S OF A TELEPHONE POLE, 181 FEET N OF
 BK3021'THE TELEPHONE POLE THAT STANDS ACROSS ROAD FROM STATION.
 BK3021'IT PROJECTS 7 INCHES.
 BK3021'
 BK3021'REFERENCE MARK NO. 2 IS SSE OF STATION, 26 FEET E OF CENTER
 BK3021'LINE OF HIGHWAY, 100 FEET S OF THE TELEPHONE POLE THAT STANDS
 BK3021'ACROSS ROAD FROM STATION, 281.52 FEET S OF REFERENCE MARK
 BK3021'NO. 1.  IT PROJECTS 6 INCHES.
 BK3021'
 BK3021'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 251, GO
 BK3021'S ON HIGHWAY 251, 1.85 MILES TO TOP OF GRADE AND STATION.
 BK3021'
 BK3021'THE FOLLOWING 126-FOOT SIGNALS COME INTO VIEW AT THE FOLLOWING
 BK3021'HEIGHTS--SUGARTOWN, 40 FEET.  TEN MILE, 60 FEET.  MITTIE, 25
 BK3021'FEET.  MARTIN, 50 FEET.  STRACNER, 55 FEET.
 BK3021'
 BK3021'HEIGHT OF LIGHT ABOVE STATION MARK - 126 FEET.
 BK3021
 BK3021                          STATION RECOVERY (1936)
 BK3021
 BK3021'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK3021'RECOVERED AS DESCRIBED.
 BK3021
 BK3021                          STATION RECOVERY (1943)
 BK3021
 BK3021'RECOVERY NOTE BY US ENGINEERS 1943
 BK3021'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BK3021'CONDITION AS DESCRIBED.
 BK3021
 BK3021                          STATION RECOVERY (1965)
 BK3021
 BK3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK3021'STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 BK3021'REFERENCE MARKS NUMBER 1 AND 2 WERE DESTROYED.  NEW REFERENCE
 BK3021'MARKS, NUMBER 3 AND 4 WERE ESTABLISHED.  A COMPLETE NEW
 BK3021'DESCRIPTION FOLLOWS.
 BK3021'
 BK3021'STATION IS LOCATED ABOUT 17 MILES EAST-SOUTHEAST OF DE RIDDER,
 BK3021'7 MILES SOUTH OF SUGARTOWN, AND ON THE GROUNDS OF THE EAST
 BK3021'BEAUREGARD SCHOOL.  IT IS IN THE NW 1/4 OF SEC. 6, T 4 S, R 6 W.
 BK3021'
 BK3021'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BK3021'113 AND 112 IN SUGARTOWN, GO SOUTH ON HIGHWAY 113 FOR 4.6 MILES
 BK3021'TO THE JUNCTION OF STATE HIGHWAY 26.  CONTINUE STRAIGHT AHEAD ON
 BK3021'HIGHWAY 113 FOR 1.45 MILES TO THE AZIMUTH MARK ON THE LEFT,
 BK3021'EAST, SIDE OF THE HIGHWAY AS DESCRIBED.  CONTINUE STRAIGHT AHEAD,
 BK3021'SOUTH, ON HIGHWAY 113 FOR 0.35 MILE TO STATION ON THE RIGHT,
 BK3021'WEST, SIDE OF HIGHWAY AS DESCRIBED.
 BK3021'
 BK3021'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE
 BK3021'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 BK3021'AND IS STAMPED BUNDICK 1935.  IT IS 48-1/2 FEET WEST-NORTHWEST OF
 BK3021'CENTER OF HIGHWAY 113 AND 32 FEET NORTH OF CENTERLINE OF
 BK3021'MIDDLE ONE OF 3 DRIVEWAYS TO SCHOOL.
 BK3021'
 BK3021'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK,
 BK3021'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 BK3021'WITH THE SURFACE OF THE GROUND AND IS STAMPED BUNDICK NO
 BK3021'3 1935.  IT IS 51.5 FEET EAST-SOUTHEAST OF CENTERLINE OF
 BK3021'HIGHWAY 113, 33.9 FEET EAST OF UTILITY POLE NUMBER 1-30 AND
 BK3021'AT THE NORTHWEST EDGE OF WOODS.
 BK3021'
 BK3021'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK,
 BK3021'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 BK3021'WITH THE SURFACE OF THE GROUND AND IS STAMPED BUNDICK NO 4
 BK3021'1935.  IT IS 63 FEET WEST-NORTH WEST OF CENTER OF HIGHWAY
 BK3021'113, 74.5 FEET WEST-SOUTHWEST OF CENTER OF MIDDLE ONE OF
 BK3021'3 GATES TO SCHOOL, 23 FEET WEST-NORTHWEST OF FENCELINE AND 2.5
 BK3021'FEET EAST-NORTHEAST OF A UTILITY POLE.
 BK3021'
 BK3021'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP
 BK3021'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND
 BK3021'IS STAMPED BUNDICK 1935 AZIMUTH.  IT IS 28 FEET EAST-SOUTHEAST
 BK3021'OF CENTERLINE OF HIGHWAY 113, 12.0 FEET WEST OF A FENCELINE,
 BK3021'59 FEET NORTH OF A POWERLINE POLE AND 11.2 FEET WEST OF A
 BK3021'METAL WITNESS POST WITH SIGN.
 BK3021'
 BK3021'A TRAVERSE CONNECTION WAS MADE TO STATION BUNDICK R.M. 3,
 BK3021'DISTANCE BEING SHOWN ABOVE.
 BK3021'
 BK3021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 BK3021'SOUTH OF SUGARTOWN.
 BK3021
 BK3021                          STATION RECOVERY (1974)
 BK3021
 BK3021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3021'THE STATION, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 BK3021'CONDITION.  THE AZIMUTH MARK WAS FOUND PUSHED OUT OF PLACE
 BK3021'AND THE DISK WAS RECLAIMED AT THIS TIME.  DUE TO THE LOCATION
 BK3021'OF THE STATION, REFERENCE MARK 3 WAS OCCUPIED IN 1965.  IT
 BK3021'WAS AT FIRST THOUGHT TO BE DESTROYED AND WAS NOT RECOVERED
 BK3021'UNTIL AFTER REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AND
 BK3021'REFERENCE MARK 5 WAS BUILT OVER AND OCCUPIED.  THE DISTANCE TO
 BK3021'REFERENCE MARK 4 CHECKED AND THE ANGLE FROM REFERENCE MARK 3
 BK3021'TO REFERENCE MARK 4 CHECKED.  THE TRAVERSE DISTANCE TO
 BK3021'REFERENCE MARK 3 WAS FOUND SHORTER BY 0.012 METERS THAN
 BK3021'THE 1965 TRAVERSE DISTANCE.  REFERENCE MARK 6 IS NOT
 BK3021'VISIBLE TO THE STATION WITHOUT APPROXIMATELY A 10 FOOT
 BK3021'TARGET OVER IT.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK3021'
 BK3021'STATION IS ABOUT 5 MILES NORTH OF DRY CREEK, 4 MILES EAST
 BK3021'OF THE EAST SHORE OF LAKE BUNDICK, 2 MILES SOUTH OF THE
 BK3021'JUNCTION OF STATE HIGHWAYS 26 AND 113 IN WYE, ALONG THE WEST SIDE
 BK3021'OF HIGHWAY 113 AND ON THE GROUNDS OF THE EAST BEAUREGARD
 BK3021'SCHOOL.
 BK3021'
 BK3021'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BK3021'26 AND 113 IN WYE, GO SOUTH ON HIGHWAY 113 FOR 1.55 MILES
 BK3021'TO REFERENCE MARK 6 ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH
 BK3021'ON HIGHWAY 113 FOR 0.35 MILE TO THE CENTER 1 OF 3 DRIVEWAYS
 BK3021'TO THE SCHOOL AND THE STATION ON THE RIGHT AS DESCRIBED.
 BK3021'
 BK3021'STATION MARK, STAMPED BUNDICK 1935, IS A STANDARD DISK SET
 BK3021'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE 1965
 BK3021'RECOVERY NOTE STATES THAT THERE IS AN UNDERGROUND MARK.  THEY
 BK3021'ARE 82 FEET SOUTHEAST OF A LIGHT POLE, 49.5 FEET WEST OF CENTER
 BK3021'OF THE HIGHWAY, 32 FEET NORTH OF CENTER OF A CATTLE GUARD
 BK3021'AND 7.5 FEET WEST OF A FENCE.
 BK3021'
 BK3021'REFERENCE MARK 3, STAMPED BUNDICK NO 3 1935, IS A STANDARD
 BK3021'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 BK3021'53 FEET SOUTH OF A FENCE, 51 FEET EAST OF CENTER OF HIGHWAY
 BK3021'113 AND 33.5 FEET NORTHEAST OF POWER POLE NUMBER 30-8.
 BK3021'
 BK3021'REFERENCE MARK 4, STAMPED BUNDICK NO 4 1935, IS A STANDARD
 BK3021'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 BK3021'IT IS 74 FEET SOUTHWEST OF CENTER OF THE CATTLE GUARD, 63.5
 BK3021'FEET WEST OF CENTER OF THE HIGHWAY, 22 FEET WEST OF A FENCE
 BK3021'AND 2 FEET NORTHWEST OF A POWER POLE.
 BK3021'
 BK3021'REFERENCE MARK 5, STAMPED BUNDICK 1935 NO 5 1974, IS A STANDARD
 BK3021'DISK SET IN A ROUND CONCRETE POST WHICH IS ABOUT 14 INCHES
 BK3021'BELOW THE GROUND SURFACE.  THERE IS AN UNDERGROUND MARK WITH THE
 BK3021'SAME STAMPING SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48
 BK3021'INCHES BELOW THE GROUND SURFACE.  THEY ARE 65 FEET EAST OF
 BK3021'CENTER OF THE HIGHWAY, 42 FEET SOUTHEAST OF A FENCE CORNER, 38.5
 BK3021'FEET SOUTH OF A FENCE, 29.5 FEET SOUTHEAST OF A METAL WITNESS
 BK3021'POST, 28 FEET EAST OF A FENCE LINE AND 5.5 FEET NORTHWEST
 BK3021'OF A METAL WITNESS POST.
 BK3021'
 BK3021'REFERENCE MARK 6, STAMPED BUNDICK 1935 NO 6 1974, IS A STANDARD
 BK3021'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 BK3021'ABOVE THE GROUND.  IT IS 98 FEET NORTH OF THE NORTH 1 OF
 BK3021'2 6 BY 8 INCHES FENCE POST, 58 FEET SOUTH OF A 6 BY 8 INCHES
 BK3021'FENCE POST, 39 FEET EAST OF CENTER OF HIGHWAY 113, 1.5 FEET
 BK3021'SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 BK3021'
 BK3021'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK3021'
 BK3021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BK3021'SOUTH OF WYE.
 BK3021
 BK3021                          STATION RECOVERY (2001)
 BK3021
 BK3021'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3021'NO CATTLE GUARD EXISTS TODAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3022 ***********************************************************************
 BK3022  DESIGNATION -  BUNDICK RM 3
 BK3022  PID         -  BK3022
 BK3022  STATE/COUNTY-  LA/BEAUREGARD
 BK3022  USGS QUAD   -  DRY CREEK (1975)
 BK3022
 BK3022                         *CURRENT SURVEY CONTROL
 BK3022  ___________________________________________________________________
 BK3022* NAD 83(1992)-  30 44 42.79019(N)    093 01 32.68081(W)     ADJUSTED  
 BK3022* NAVD 88     -        46.62   (+/-2cm)     153.0    (feet)  VERTCON   
 BK3022  ___________________________________________________________________
 BK3022  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BK3022  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK3022
 BK3022  HORZ ORDER  -  FIRST
 BK3022  VERT ORDER  -  THIRD ? (See Below)
 BK3022
 BK3022.The horizontal coordinates were established by classical geodetic methods
 BK3022.and adjusted by the National Geodetic Survey in January 1993..
 BK3022
 BK3022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3022.The vertical order pertains to the NGVD 29 superseded value.
 BK3022
 BK3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3022
 BK3022.The geoid height was determined by GEOID03.
 BK3022
 BK3022;                    North         East     Units Scale Factor Converg.
 BK3022;SPC LA S     -   250,073.460   837,943.651   MT  1.00000993   -0 50 46.4
 BK3022;SPC LA S     -   820,449.34  2,749,153.46   sFT  1.00000993   -0 50 46.4
 BK3022;SPC LA N     -    27,312.484   949,650.187   MT  1.00012224   -0 16 40.7
 BK3022;SPC LA N     -    89,607.71  3,115,643.99   sFT  1.00012224   -0 16 40.7
 BK3022;UTM  15      - 3,401,366.695   497,535.748   MT  0.99960007   -0 00 47.4
 BK3022
 BK3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3022!SPC LA S     -   0.99999693  x   1.00000993  =   1.00000686
 BK3022!SPC LA N     -   0.99999693  x   1.00012224  =   1.00011917
 BK3022!UTM  15      -   0.99999693  x   0.99960007  =   0.99959700
 BK3022
 BK3022:                Primary Azimuth Mark                     Grid Az
 BK3022:SPC LA S     -  BUNDICK RM 6                             012 53 02.4
 BK3022:SPC LA N     -  BUNDICK RM 6                             012 18 56.7
 BK3022:UTM  15      -  BUNDICK RM 6                             012 03 03.4
 BK3022
 BK3022|---------------------------------------------------------------------|
 BK3022| PID    Reference Object                     Distance      Geod. Az  |
 BK3022|                                                           dddmmss.s |
 BK3022| CV8163 BUNDICK RM 6                                       0120216.0 |
 BK3022| BK3025 BUNDICK RM 5                          6.701 METERS 05106     |
 BK3022| BK3021 BUNDICK                              31.956 METERS 26414     |
 BK3022|---------------------------------------------------------------------|
 BK3022
 BK3022                          SUPERSEDED SURVEY CONTROL
 BK3022
 BK3022  NAD 83(1986)-  30 44 42.80869(N)    093 01 32.67354(W) AD(       ) 1
 BK3022  NAD 27      -  30 44 42.10332(N)    093 01 32.11233(W) AD(       ) 1
 BK3022  NGVD 29 (07/19/86)   46.66   (m)          153.1    (f) LEVELING    3  
 BK3022
 BK3022.Superseded values are not recommended for survey control.
 BK3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3022.See file dsdata.txt to determine how the superseded data were derived.
 BK3022
 BK3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9753601367(NAD 83)
 BK3022_MARKER: DR = REFERENCE MARK DISK
 BK3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3022
 BK3022  HISTORY     - Date     Condition        Report By
 BK3022  HISTORY     - 1965     MONUMENTED       CGS
 BK3022  HISTORY     - 1974     GOOD             NGS
 BK3022
 BK3022                          STATION DESCRIPTION
 BK3022
 BK3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK3022'STATION IS LOCATED ABOUT 17 MILES EAST-SOUTHEAST OF DERIDDER,
 BK3022'7 MILES SOUTH OF SUGARTOWN AND EAST OF THE EAST BEAUREGARD
 BK3022'SCHOOL, DIRECTLY ACROSS STATE HIGHWAY 113.  IT IS IN THE NW 1/4
 BK3022'OF SEC.6, T4S, R6W.
 BK3022'
 BK3022'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 113
 BK3022'AND 112 IN SUGARTOWN, GO SOUTH ON HIGHWAY 113 FOR 4.6 MILES TO
 BK3022'THE JUNCTION OF STATE HIGHWAY 26.  CONTINUE STRAIGHT AHEAD ON
 BK3022'HIGHWAY 113 FOR 1.45 MILES TO THE AZIMUTH MARK ON THE LEFT FOR
 BK3022'STATION BUNDICK 1935.  CONTINUE STRAIGHT AHEAD, SOUTH, ON
 BK3022'HIGHWAY 113 FOR 0.35 MILE TO STATION ON THE LEFT, (EAST) SIDE
 BK3022'OF THE HIGHWAY AS DESCRIBED.
 BK3022'
 BK3022'STATION MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP
 BK3022'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS
 BK3022'STAMPED BUNDICK NO 3.1935.  IT IS 51.5 FEET EAST-SOUTHEAST OF
 BK3022'CENTERLINE OF HIGHWAY 113, 33.9 FEET EAST OF UTILITY POLE
 BK3022'NUMBER 1-30 AND AT THE NORTHWEST EDGE OF WOODS.
 BK3022'
 BK3022'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP
 BK3022'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS
 BK3022'STAMPED BUNDICK 1935 AZIMUTH.  IT IS 28 FEET EAST-SOUTHEAST OF
 BK3022'CENTERLINE OF HIGHWAY 113, 12.0 FEET WEST OF A FENCELINE, 59
 BK3022'FEET NORTH OF A POWER LINE POLE AND 11.2 FEET WEST OF A
 BK3022'METAL WITNESS POST WITH SIGN.
 BK3022'
 BK3022'A TRAVERSE CONNECTION WAS MADE TO STATION BUNDICK 1935.
 BK3022'
 BK3022'HEIGHT OF LIGHT ABOVE STATION MARK 34.54 METERS.
 BK3022
 BK3022                          STATION RECOVERY (1974)
 BK3022
 BK3022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3022'THE STATION MARK, REFERENCE MARK 4 AND BUNDICK 1935 WERE
 BK3022'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 BK3022'DESTROYED.  REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AT THIS
 BK3022'TIME.  A TOWER COULD NOT BE BUILT OVER BUNDICK 1935.  THE
 BK3022'STATION MARK WAS RECOVERED AFTER REFERENCE MARK 5 HAD BEEN
 BK3022'ESTABLISHED.  THE TRAVERSE DISTANCE TO BUNDICK 1935 WAS FOUND
 BK3022'SHORTER BY 0.012 METERS.
 BK3022'
 BK3022'A PREVIOUS DESCRIPTION COULD NOT BE FOUND FOR THIS STATION,
 BK3022'THEREFORE A NEW DESCRIPTION FOLLOWS.
 BK3022'
 BK3022'THE STATION IS ABOUT 5 MILES NORTH OF DRY CREEK, 4 MILES EAST
 BK3022'OF THE EAST SHORE OF LAKE BUNDICK, 2 MILES SOUTH OF THE
 BK3022'JUNCTION OF STATE HIGHWAYS 26 AND 113 IN WYE, ALONG THE EAST
 BK3022'SIDE OF HIGHWAY 113, ACROSS THE HIGHWAY FROM EAST BEAUREGARD
 BK3022'SCHOOL AND ON PROPERTY OWNED BY MRS. R.I. DAVIS, ROUTE 4, BOX
 BK3022'416, DERIDDER, LOUISIANA, PHONE 463-6386.
 BK3022'
 BK3022'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26
 BK3022'AND 113 IN WYE, GO SOUTH ON HIGHWAY 113 FOR 1.55 MILES TO
 BK3022'REFERENCE MARK 6 (AZ MK) ON THE LEFT AS DESCRIBED.  CONTINUE
 BK3022'SOUTH ON HIGHWAY 113 FOR 0.35 MILE TO THE CENTER 1 OF 3
 BK3022'DRIVEWAYS TO EAST BEAUREGARD SCHOOL ON THE RIGHT, A FENCE
 BK3022'CORNER ON THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 BK3022'
 BK3022'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BK3022'BUNDICK NO 3 1935.  IT IS SET IN A ROUND CONCRETE POST FLUSH
 BK3022'WITH THE GROUND.  IT IS 53 FEET SOUTH OF A FENCE, 51 FEET EAST
 BK3022'OF THE CENTER OF HIGHWAY 113 AND 33.5 FEET NORTHEAST OF POWER
 BK3022'POLE 30-8.
 BK3022'
 BK3022'BUNDICK, STAMPED BUNDICK 1935, IS A STANDARD STATION MARK DISK
 BK3022'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE 1935
 BK3022'DESCRIPTION STATES THAT THERE IS AN UNDERGROUND MARK.  THEY ARE
 BK3022'82 FEET SOUTHEAST OF A LIGHT POLE, 49.5 FEET WEST OF CENTER OF
 BK3022'THE HIGHWAY, 32 FEET NORTH OF THE CENTER OF A CATTLE GUARD AT
 BK3022'THE ENTRANCE TO THE CENTER 1 OF 3 DRIVEWAYS TO THE SCHOOL AND
 BK3022'7.5 FEET WEST OF A CHAIN LINK FENCE.
 BK3022'
 BK3022'REFERENCE MARK 4, STAMPED BUNDICK NO 4 1935, IS A STANDARD
 BK3022'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 BK3022'IS 74 FEET SOUTHWEST OF CENTER OF THE CATTLE GUARD, 63.5 FEET
 BK3022'WEST OF CENTER OF THE HIGHWAY, 22 FEET WEST OF THE CHAIN LINK
 BK3022'FENCE AND 2 FEET NORTHEAST OF A POWER POLE.
 BK3022'
 BK3022'REFERENCE MARK 5, STAMPED BUNDICK 1935 NO 5 1974, IS A STANDARD
 BK3022'DISK SET IN A ROUND CONCRETE POST ABOUT 14 INCHES BELOW THE
 BK3022'GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BK3022'CONCRETE ABOUT 48 INCHES BELOW THE GROUND.  THEY ARE 65 FEET
 BK3022'EAST OF CENTER OF THE HIGHWAY, 42 FEET SOUTHEAST OF A FENCE
 BK3022'CORNER, 38.5 FEET SOUTH OF A FENCE, 29.5 FEET SOUTHEAST OF A
 BK3022'METAL WITNESS POST, 28 FEET EAST OF A FENCE AND 5.5 FEET
 BK3022'NORTHWEST OF A METAL WITNESS POST.
 BK3022'
 BK3022'REFERENCE MARK 6, STAMPED BUNDICK 1935 NO 6 1974, IS A STANDARD
 BK3022'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 BK3022'ABOVE THE GROUND.  IT IS 98 FEET NORTH OF THE NORTH 1 OF 2 SIX
 BK3022'BY EIGHT INCH FENCE POSTS, 58 FEET SOUTH OF A SIX BY EIGHT INCH
 BK3022'FENCE POST, 39 FEET EAST OF CENTER OF THE HIGHWAY, 1.5 FEET
 BK3022'SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE
 BK3022'LINE.
 BK3022'
 BK3022'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK3022'
 BK3022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BK3022'2 MILES SOUTH OF WYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3025 ***********************************************************************
 BK3025  DESIGNATION -  BUNDICK RM 5
 BK3025  PID         -  BK3025
 BK3025  STATE/COUNTY-  LA/BEAUREGARD
 BK3025  USGS QUAD   -  DRY CREEK (1975)
 BK3025
 BK3025                         *CURRENT SURVEY CONTROL
 BK3025  ___________________________________________________________________
 BK3025* NAD 83(1992)-  30 44 42.92684(N)    093 01 32.48478(W)     ADJUSTED  
 BK3025* NAVD 88     -        46.40   (+/-2cm)     152.2    (feet)  VERTCON   
 BK3025  ___________________________________________________________________
 BK3025  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BK3025  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK3025
 BK3025  HORZ ORDER  -  FIRST
 BK3025  VERT ORDER  -  THIRD ? (See Below)
 BK3025
 BK3025.The horizontal coordinates were established by classical geodetic methods
 BK3025.and adjusted by the National Geodetic Survey in January 1993..
 BK3025
 BK3025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3025.The vertical order pertains to the NGVD 29 superseded value.
 BK3025
 BK3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3025
 BK3025.The geoid height was determined by GEOID03.
 BK3025
 BK3025;                    North         East     Units Scale Factor Converg.
 BK3025;SPC LA S     -   250,077.591   837,948.927   MT  1.00000994   -0 50 46.3
 BK3025;SPC LA S     -   820,462.90  2,749,170.77   sFT  1.00000994   -0 50 46.3
 BK3025;UTM  15      - 3,401,370.900   497,540.961   MT  0.99960007   -0 00 47.3
 BK3025
 BK3025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3025!SPC LA S     -   0.99999696  x   1.00000994  =   1.00000690
 BK3025!UTM  15      -   0.99999696  x   0.99960007  =   0.99959704
 BK3025
 BK3025|---------------------------------------------------------------------|
 BK3025| PID    Reference Object                     Distance      Geod. Az  |
 BK3025|                                                           dddmmss.s |
 BK3025| BK3022 BUNDICK RM 3                          6.701 METERS 23106     |
 BK3025| BK3021 BUNDICK                              37.745 METERS 25840     |
 BK3025|---------------------------------------------------------------------|
 BK3025
 BK3025                          SUPERSEDED SURVEY CONTROL
 BK3025
 BK3025  NAD 83(1986)-  30 44 42.94523(N)    093 01 32.47773(W) AD(       ) 1
 BK3025  NAD 27      -  30 44 42.23991(N)    093 01 31.91649(W) AD(       ) 1
 BK3025  NGVD 29 (07/19/86)   46.44   (m)          152.4    (f) LEVELING    3  
 BK3025
 BK3025.Superseded values are not recommended for survey control.
 BK3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3025.See file dsdata.txt to determine how the superseded data were derived.
 BK3025
 BK3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9754101371(NAD 83)
 BK3025_MARKER: DR = REFERENCE MARK DISK
 BK3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3025
 BK3025  HISTORY     - Date     Condition        Report By
 BK3025  HISTORY     - 1974     MONUMENTED       NGS
 BK3025  HISTORY     - 20011229 GOOD             USPSQD
 BK3025
 BK3025                          STATION DESCRIPTION
 BK3025
 BK3025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3025'STATION IS ABOUT 5 MILES NORTH OF DRY CREEK, 4 MILES EAST OF THE EAST
 BK3025'SHORE OF LAKE BUNDICK, 2 MILES SOUTH OF THE JUNCTION OF STATE
 BK3025'HIGHWAYS 26 AND 113, ALONG THE EAST SIDE OF HIGHWAY 113, ACROSS THE
 BK3025'HIGHWAY FROM THE EAST BEAUREGARD SCHOOL AND ON PROPERTY OWNED BY
 BK3025'MRS.  R. I. DAVIS, ROUTE 4 BOX 416, DERIDDER, LOUISIANA.  PHONE
 BK3025'NUMBER 463-6386.
 BK3025'
 BK3025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 AND
 BK3025'113 ABOUT 7 MILES NORTH OF DRY CREEK, GO SOUTH ON HIGHWAY 113 FOR
 BK3025'1.55 MILES TO REFERENCE MARK 6 (AZ MK) ON THE LEFT AS DESCRIBED.
 BK3025'CONTINUE SOUTH ON HIGHWAY 113 FOR 0.35 MILE TO THE CENTER 1 OF 3
 BK3025'DRIVEWAYS TO THE EAST BEAUREGARD SCHOOL ON THE RIGHT, A FENCE
 BK3025'CORNER ON THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 BK3025'
 BK3025'THE STATION MARKS ARE STANDARD REFERENCE MARK DISK STAMPED BUNDICK
 BK3025'1935 NO 5 1974.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST
 BK3025'WHICH IS ABOUT 14 INCHES BELOW THE GROUND SURFACE AND THE
 BK3025'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48
 BK3025'INCHES BELOW THE GROUND SURFACE.  THEY ARE 65 FEET EAST OF A
 BK3025'CENTER OF HIGHWAY 113, 42 FEET SOUTHEAST OF A FENCE CORNER, 38.5
 BK3025'FEET SOUTH OF A FENCE LINE, 29.5 FEET SOUTHEAST OF A METAL WITNESS
 BK3025'POST, 28 FEET EAST OF A FENCE LINE AND 5.5 FEET NORTHWEST OF A METAL
 BK3025'WITNESS POST.
 BK3025'
 BK3025'BUNDICK, STAMPED BUNDICK 1935, IS A STANDARD STATION MARK DISK SET IN
 BK3025'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE 1935 DESCRIPTION
 BK3025'STATES THERE IS AN UNDERGROUND MARK.  THEY ARE 82 FEET SOUTHEAST OF
 BK3025'A LIGHT POLE, 49.5 FEET WEST OF CENTER OF HIGHWAY 113.  32 FEET
 BK3025'NORTH OF CENTER OF A CATTLE GUARD AT THE ENTRANCE TO THE CENTER OF 1
 BK3025'OF 3 DRIVEWAYS TO THE SCHOOL AND 7.5 FEET WEST OF A CHAIN LINK
 BK3025'FENCE.
 BK3025'
 BK3025'REFERENCE MARK 3, STAMPED BUNDICK NO 3 1935, IS A STANDARD DISK SET
 BK3025'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 53 FEET SOUTH
 BK3025'OF A FENCE LINE, 51 FEET EAST OF CENTER OF HIGHWAY 113 AND 33.5
 BK3025'FEET NORTHEAST OF POWER POLE NUMBER 30-8.
 BK3025'
 BK3025'REFERENCE MARK 4, STAMPED BUNDICK NO 4 1935, IS A STANDARD DISK SET
 BK3025'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 74 FEET
 BK3025'SOUTHWEST OF CENTER OF THE CATTLE GUARD, 63.5 FEET WEST OF CENTER
 BK3025'OF HIGHWAY 113, 22 FEET WEST OF THE CHAIN LINK FENCE AND 2 FEET
 BK3025'NORTHEAST OF A POWER POLE.
 BK3025'
 BK3025'REFERENCE MARK 6, STAMPED BUNDICK 1935 NO 6 1974, IS A STANDARD
 BK3025'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 BK3025'ABOVE THE GROUND.  IT IS 98 FEET NORTH OF THE NORTH 1 OF 2 6 BY 8
 BK3025'INCH FENCE POST, 58 FEET SOUTH OF A 6 BY 8 INCH FENCE POST, 39 FEET
 BK3025'EAST OF CENTER OF HIGHWAY 113, 1.5 FEET SOUTHWEST OF A METAL
 BK3025'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 BK3025'
 BK3025'NEAREST TOWN--DRY CREEK.
 BK3025'
 BK3025'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 BK3025
 BK3025                          STATION RECOVERY (2001)
 BK3025
 BK3025'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3025'NOW TEN INCHES BELOW GROUND LEVEL.
 BK3025' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2624 ***********************************************************************
 BK2624  DESIGNATION -  BUNKIE ITC CABLE TV MAST
 BK2624  PID         -  BK2624
 BK2624  STATE/COUNTY-  LA/AVOYELLES
 BK2624  USGS QUAD   -  BUNKIE (1992)
 BK2624
 BK2624                         *CURRENT SURVEY CONTROL
 BK2624  ___________________________________________________________________
 BK2624* NAD 83(1992)-  30 57 43.76398(N)    092 08 09.16936(W)     ADJUSTED  
 BK2624* NAVD 88     -                                                        
 BK2624  ___________________________________________________________________
 BK2624  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2624  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK2624
 BK2624  HORZ ORDER  -  THIRD
 BK2624
 BK2624.The horizontal coordinates were established by classical geodetic methods
 BK2624.and adjusted by the National Geodetic Survey in January 1993..
 BK2624
 BK2624
 BK2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2624
 BK2624.The geoid height was determined by GEOID03.
 BK2624
 BK2624;                    North         East     Units Scale Factor Converg.
 BK2624;SPC LA N     -    51,302.036 1,034,790.468   MT  1.00005266   +0 11 33.0
 BK2624;SPC LA N     -   168,313.43  3,394,975.06   sFT  1.00005266   +0 11 33.0
 BK2624;UTM  15      - 3,425,728.142   582,528.140   MT  0.99968401   +0 26 40.5
 BK2624
 BK2624                          SUPERSEDED SURVEY CONTROL
 BK2624
 BK2624  NAD 83(1986)-  30 57 43.78374(N)    092 08 09.16448(W) AD(       ) 4
 BK2624  NAD 27      -  30 57 43.09173(N)    092 08 08.71527(W) AD(       ) 3
 BK2624
 BK2624.Superseded values are not recommended for survey control.
 BK2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2624.See file dsdata.txt to determine how the superseded data were derived.
 BK2624
 BK2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8252825728(NAD 83)
 BK2624_MARKER: 42 = RADIO/TV MAST
 BK2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2624+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 BK2624
 BK2624  HISTORY     - Date     Condition        Report By
 BK2624  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2624  HISTORY     - 20041119 GOOD             USPSQD
 BK2624
 BK2624                          STATION DESCRIPTION
 BK2624
 BK2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2624'THE POINT INTERSECTED IS THE RED LIGHT AT THE TOP OF THE
 BK2624'BUNKIE, ITC CABLE TV MAST.  IT IS A TRIANGULAR STEEL STRUCTURE
 BK2624'APPROXIMATELY 225 FEET IN HEIGHT AND IS PAINTED ALTERNATE RED
 BK2624'AND WHITE.  THE MAST HAS 5 SETS OF GUIDE WIRES AND NUMEROUS
 BK2624'ANTENNAS AT VARIOUS POINTS ON THE TOWER.
 BK2624'
 BK2624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 BK2624'STATE HIGHWAY 29 IN THE TOWN OF BUNKIE, GO NORTHERLY ON STATE
 BK2624'HIGHWAY 29 FOR 2.25 MILES TO THE JUNCTION OF STATE HIGHWAYS 29
 BK2624'AND 115, TURN LEFT AND GO EASTERLY ON STATE HIGHWAY 115 FOR
 BK2624'2.2 MILES TO THE STATION ON THE LEFT.
 BK2624
 BK2624                          STATION RECOVERY (2004)
 BK2624
 BK2624'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2623 ***********************************************************************
 BK2623  DESIGNATION -  BUNKIE LA ICE AND ELEC CO TANK
 BK2623  PID         -  BK2623
 BK2623  STATE/COUNTY-  LA/AVOYELLES
 BK2623  USGS QUAD   -  BUNKIE (1992)
 BK2623
 BK2623                         *CURRENT SURVEY CONTROL
 BK2623  ___________________________________________________________________
 BK2623* NAD 83(1992)-  30 57 04.73106(N)    092 10 52.60757(W)     ADJUSTED  
 BK2623* NAVD 88     -                                                        
 BK2623  ___________________________________________________________________
 BK2623  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2623  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK2623
 BK2623  HORZ ORDER  -  THIRD
 BK2623
 BK2623.The horizontal coordinates were established by classical geodetic methods
 BK2623.and adjusted by the National Geodetic Survey in January 1993..
 BK2623
 BK2623
 BK2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2623
 BK2623.The geoid height was determined by GEOID03.
 BK2623
 BK2623;                    North         East     Units Scale Factor Converg.
 BK2623;SPC LA N     -    50,086.218 1,030,456.239   MT  1.00005580   +0 10 06.6
 BK2623;SPC LA N     -   164,324.53  3,380,755.18   sFT  1.00005580   +0 10 06.6
 BK2623;SPC LA S     -   272,026.379   918,972.003   MT  1.00006310   -0 25 26.3
 BK2623;SPC LA S     -   892,473.21  3,014,993.98   sFT  1.00006310   -0 25 26.3
 BK2623;UTM  15      - 3,424,493.710   578,200.929   MT  0.99967543   +0 25 15.9
 BK2623
 BK2623                          SUPERSEDED SURVEY CONTROL
 BK2623
 BK2623  NAD 83(1986)-  30 57 04.75070(N)    092 10 52.60220(W) AD(       ) 4
 BK2623  NAD 27      -  30 57 04.05907(N)    092 10 52.14875(W) AD(       ) 3
 BK2623
 BK2623.Superseded values are not recommended for survey control.
 BK2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2623.See file dsdata.txt to determine how the superseded data were derived.
 BK2623
 BK2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7820124494(NAD 83)
 BK2623_MARKER: 53 = ELEVATED TANK
 BK2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2623+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 BK2623
 BK2623  HISTORY     - Date     Condition        Report By
 BK2623  HISTORY     - 1941     FIRST OBSERVED   CGS
 BK2623  HISTORY     - 1959     GOOD             CGS
 BK2623  HISTORY     - 20041119 GOOD             USPSQD
 BK2623
 BK2623                          STATION DESCRIPTION
 BK2623
 BK2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2623'STATION IS IN THE S PART OF THE TOWN OF BUNKIE ON MAIN STREET
 BK2623'BETWEEN MAPLE AND CYPRESS STREETS.  IT IS THE STEEL TANK
 BK2623'WITH KETTLE BOTTOM AND CONICAL ROOF WITH A BALL AT THE APEX.
 BK2623'IT IS SUPPORTED BY A FOUR-LEGGED STEEL TRUSSWORK, IS 100 FEET
 BK2623'HIGH OVER ALL, IS PAINTED ALUMINUM AND BEARS THE FOLLOWING
 BK2623'LEGEND IN BLACK LETTERS ON ITS N AND S SIDE--LOUISIANA ICE
 BK2623'AND ELECTRIC CO.-ELECTRICITY IS CHEAP.
 BK2623
 BK2623                          STATION RECOVERY (1959)
 BK2623
 BK2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK2623'THE STATION WAS VISITED 10-16-59 AND WAS FOUND IN GOOD CONDITION.
 BK2623'THE 1941 DESCRIPTION IS ADEQUATE.  THE TANK NOW HAS THE LETTERS
 BK2623'BUNKIE PAINTED ON THE TANK AND IS THE BUNKIE MUNICIPAL WATER
 BK2623'TANK.
 BK2623
 BK2623                          STATION RECOVERY (2004)
 BK2623
 BK2623'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2627 ***********************************************************************
 BK2627  DESIGNATION -  BUNKIE MUN TANK
 BK2627  PID         -  BK2627
 BK2627  STATE/COUNTY-  LA/AVOYELLES
 BK2627  USGS QUAD   -  BUNKIE (1992)
 BK2627
 BK2627                         *CURRENT SURVEY CONTROL
 BK2627  ___________________________________________________________________
 BK2627* NAD 83(1992)-  30 57 12.78889(N)    092 10 51.90370(W)     ADJUSTED  
 BK2627* NAVD 88     -                                                        
 BK2627  ___________________________________________________________________
 BK2627  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2627  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK2627
 BK2627  HORZ ORDER  -  THIRD
 BK2627
 BK2627.The horizontal coordinates were established by classical geodetic methods
 BK2627.and adjusted by the National Geodetic Survey in January 1993..
 BK2627
 BK2627
 BK2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2627
 BK2627.The geoid height was determined by GEOID03.
 BK2627
 BK2627;                    North         East     Units Scale Factor Converg.
 BK2627;SPC LA N     -    50,334.442 1,030,474.192   MT  1.00005515   +0 10 07.0
 BK2627;SPC LA N     -   165,138.92  3,380,814.08   sFT  1.00005515   +0 10 07.0
 BK2627;UTM  15      - 3,424,741.916   578,217.781   MT  0.99967547   +0 25 16.4
 BK2627
 BK2627                          SUPERSEDED SURVEY CONTROL
 BK2627
 BK2627  NAD 83(1986)-  30 57 12.80872(N)    092 10 51.89851(W) AD(       ) 4
 BK2627  NAD 27      -  30 57 12.11671(N)    092 10 51.44459(W) AD(       ) 3
 BK2627
 BK2627.Superseded values are not recommended for survey control.
 BK2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2627.See file dsdata.txt to determine how the superseded data were derived.
 BK2627
 BK2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7821824742(NAD 83)
 BK2627_MARKER: 53 = ELEVATED TANK
 BK2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2627+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BK2627
 BK2627  HISTORY     - Date     Condition        Report By
 BK2627  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2627  HISTORY     - 20040204 GOOD             USPSQD
 BK2627
 BK2627                          STATION DESCRIPTION
 BK2627
 BK2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2627'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE WATER
 BK2627'TANK.  IT IS AN ELEVATED TANK SUPPORTED BY 6 LEGS AND PAINTED
 BK2627'GREEN IN COLOR.  THE OVERALL HEIGHT OF THE TANK IS
 BK2627'APPROXIMATELY 150 FEET.
 BK2627'
 BK2627'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 71 AND
 BK2627'IN THE NORTHEASTERN PART OF THE VILLAGE OF BUNKIE.
 BK2627
 BK2627                          STATION RECOVERY (2004)
 BK2627
 BK2627'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2911 ***********************************************************************
 AU2911  DESIGNATION -  BUR 1934
 AU2911  PID         -  AU2911
 AU2911  STATE/COUNTY-  LA/JEFFERSON
 AU2911  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2911
 AU2911                         *CURRENT SURVEY CONTROL
 AU2911  ___________________________________________________________________
 AU2911* NAD 83(1992)-  29 23 45.30229(N)    090 01 40.43501(W)     ADJUSTED  
 AU2911* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2911  **This station is located in a subsidence area (see below).
 AU2911  ___________________________________________________________________
 AU2911  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU2911  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AU2911
 AU2911  HORZ ORDER  -  THIRD
 AU2911
 AU2911.The horizontal coordinates were established by classical geodetic methods
 AU2911.and adjusted by the National Geodetic Survey in January 1993..
 AU2911
 AU2911 ** The orthometric height has not been validated since last determined
 AU2911 ** by differential leveling and should not be used for control purposes.
 AU2911 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2911 ** area with valid NAVD 88 orthometric heights.
 AU2911 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2911 ** epoch indicated which incorporates improved geoid heights for the
 AU2911 ** Southern Louisiana Subsidence area.
 AU2911 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2911.The orthometric height was scaled from a topographic map.
 AU2911
 AU2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2911
 AU2911.The geoid height was determined by GEOID03.
 AU2911
 AU2911;                    North         East     Units Scale Factor Converg.
 AU2911;SPC LA S     -   100,030.922 1,126,707.247   MT  0.99998108   +0 39 09.8
 AU2911;SPC LA S     -   328,184.78  3,696,538.69   sFT  0.99998108   +0 39 09.8
 AU2911;UTM  15      - 3,255,525.298   788,439.960   MT  1.00062673   +1 27 35.4
 AU2911;UTM  16      - 3,255,664.663   206,142.359   MT  1.00066567   -1 29 14.2
 AU2911
 AU2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2911!SPC LA S     -   1.00000383  x   0.99998108  =   0.99998491
 AU2911!UTM  15      -   1.00000383  x   1.00062673  =   1.00063056
 AU2911!UTM  16      -   1.00000383  x   1.00066567  =   1.00066950
 AU2911
 AU2911                          SUPERSEDED SURVEY CONTROL
 AU2911
 AU2911  NAD 83(1986)-  29 23 45.31619(N)    090 01 40.44270(W) AD(       ) 3
 AU2911  NAD 27      -  29 23 44.51600(N)    090 01 40.17600(W) AD(       ) 3
 AU2911
 AU2911.Superseded values are not recommended for survey control.
 AU2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2911.See file dsdata.txt to determine how the superseded data were derived.
 AU2911
 AU2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8844055525(NAD 83)
 AU2911_MARKER: DD = SURVEY DISK
 AU2911_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2911_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2911
 AU2911  HISTORY     - Date     Condition        Report By
 AU2911  HISTORY     - 1934     MONUMENTED       CGS
 AU2911  HISTORY     - 1940     GOOD             SHELL
 AU2911  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2911
 AU2911                          STATION DESCRIPTION
 AU2911
 AU2911'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2911'ON A POINT AT THE NORTHEASTERN SIDE OF HACKBERRY BAY, 25
 AU2911'METERS (82 FEET) FROM THE END OF THE POINT, AND 12 METERS
 AU2911'(39 FEET) FROM THE HIGH-WATER MARK.  THE STATION IS MARKED
 AU2911'BY A STANDARD BRONZE HYDROGRAPHIC DISK SET IN CONCRETE AT
 AU2911'THE CENTER OF THE TOP OF A TILE FASTENED BY MEANS OF CONCRETE
 AU2911'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2911
 AU2911                          STATION RECOVERY (1940)
 AU2911
 AU2911'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2911'RECOVERED IN GOOD CONDITION.
 AU2911'
 AU2911'THIS STATION IS LOCATED ON THE E SHORE OF HACKBERRY BAY,
 AU2911'ABOUT 3/4 OF A MILE N OF THE MOUTH OF CREOLE PASS.
 AU2911
 AU2911                          STATION RECOVERY (1952)
 AU2911
 AU2911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2911'STATION IS LOST.  AFTER A THOROUGH SEARCH FOR 1-1/2 HRS. BY
 AU2911'TWO MEN, AND AS THE AREA HAS UNDERGONE EXTENSIVE EROSION,
 AU2911'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1116 ***********************************************************************
 AT1116  DESIGNATION -  BURAS 1922
 AT1116  PID         -  AT1116
 AT1116  STATE/COUNTY-  LA/PLAQUEMINES
 AT1116  USGS QUAD   -  BURAS (1993)
 AT1116
 AT1116                         *CURRENT SURVEY CONTROL
 AT1116  ___________________________________________________________________
 AT1116* NAD 83(1992)-  29 21 41.41716(N)    089 32 22.82552(W)     ADJUSTED  
 AT1116* NAVD 88     -         1.78   (+/-2cm)       5.8  **(feet)  VERTCON   
 AT1116  **This station is located in a subsidence area (see below).
 AT1116  ___________________________________________________________________
 AT1116  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AT1116  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AT1116
 AT1116  HORZ ORDER  -  SECOND
 AT1116  VERT ORDER  -  THIRD ? (See Below)
 AT1116
 AT1116.The horizontal coordinates were established by classical geodetic methods
 AT1116.and adjusted by the National Geodetic Survey in January 1993..
 AT1116
 AT1116 ** The orthometric height has not been validated since last determined
 AT1116 ** by differential leveling and should not be used for control purposes.
 AT1116 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1116 ** area with valid NAVD 88 orthometric heights.
 AT1116 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1116 ** epoch indicated which incorporates improved geoid heights for the
 AT1116 ** Southern Louisiana Subsidence area.
 AT1116 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1116.The vertical order pertains to the NGVD 29 superseded value.
 AT1116
 AT1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1116
 AT1116.The geoid height was determined by GEOID03.
 AT1116
 AT1116;                    North         East     Units Scale Factor Converg.
 AT1116;SPC LA S     -    96,857.898 1,174,151.367   MT  0.99998755   +0 53 48.7
 AT1116;SPC LA S     -   317,774.62  3,852,194.94   sFT  0.99998755   +0 53 48.7
 AT1116;UTM  16      - 3,250,718.563   253,459.335   MT  1.00035007   -1 14 45.2
 AT1116
 AT1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1116!SPC LA S     -   1.00000351  x   0.99998755  =   0.99999106
 AT1116!UTM  16      -   1.00000351  x   1.00035007  =   1.00035358
 AT1116
 AT1116                          SUPERSEDED SURVEY CONTROL
 AT1116
 AT1116  NAD 83(1986)-  29 21 41.42502(N)    089 32 22.83370(W) AD(       ) 2
 AT1116  NAD 27      -  29 21 40.63200(N)    089 32 22.61900(W) AD(       ) 2
 AT1116  NGVD 29 (07/19/86)    1.87   (m)            6.1    (f) LEVELING    3  
 AT1116
 AT1116.Superseded values are not recommended for survey control.
 AT1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1116.See file dsdata.txt to determine how the superseded data were derived.
 AT1116
 AT1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5345950719(NAD 83)
 AT1116_MARKER: Z = SEE DESCRIPTION
 AT1116_SETTING: 0 = UNSPECIFIED SETTING
 AT1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1116
 AT1116  HISTORY     - Date     Condition        Report By
 AT1116  HISTORY     - 1922     MONUMENTED       CGS
 AT1116  HISTORY     - 1934     GOOD             CGS
 AT1116  HISTORY     - 1934     GOOD             CGS
 AT1116  HISTORY     - 1934     GOOD             CGS
 AT1116  HISTORY     - 19730324 MARK NOT FOUND   NGS
 AT1116
 AT1116                          STATION DESCRIPTION
 AT1116
 AT1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1116'ABOUT 4.4 MILES SE OF THE EMPIRE
 AT1116'POST OFFICE, 0.3 MILE NW OF THE BURAS RAILROAD STATION,
 AT1116'BETWEEN THE LEVEE AND THE SHORE
 AT1116'LINE, 85 FEET N OF A BOARD SEA-WALL
 AT1116'WHICH IS ON THE NORTHERN SLOPE OF THE LEVEE, 9
 AT1116'FEET S OF THE RIVER
 AT1116'BANK, 9 FEET NE OF A SMALL TRIANGULAR-BLAZED WILLOW TREE, ON LAND
 AT1116'BELONGING TO
 AT1116'MARK MASTAGE, AND N OF THE HOUSE OCCUPIED BY MRS. FOB.
 AT1116'THE STATION IS MARKED BY A 2 BY
 AT1116'4-INCH STAKE ABOUT 2 INCHES BELOW THE
 AT1116'SURFACE OF THE LEVEE.  REFERENCE MARK NO. 1, A
 AT1116'STANDARD BRONZE DISK SET
 AT1116'IN A 4-INCH TILE FLUSH WITH THE GROUND, IS 10.40 METERS (34.1
 AT1116'FEET) E OF THE E
 AT1116'RAIL OF THE RAILROAD, ABOUT 3 METERS (10 FEET) E OF A
 AT1116'DITCH AND 60.10 METERS (197.2
 AT1116'FEET) FROM THE STATION.
 AT1116'REFERENCE MARK NO. 2, A STANDARD
 AT1116'BRONZE DISK SET IN CONCRETE
 AT1116'IN THE TOP OF A TILE, WAS OPPOSITE EUGENE DENESSEES HOUSE, BETWEEN
 AT1116'THE RAILROAD
 AT1116'TRACK AND THE RIVER, 9.84 METERS (32.3 FEET) FROM THE
 AT1116'NEAREST RAIL, AND 49.91 METERS
 AT1116'(163.7 FEET) FROM THE STATION.
 AT1116'REFERENCE MARK NO. 2,
 AT1116'WAS REPORTED LOST IN 1934.
 AT1116
 AT1116                          STATION RECOVERY (1934)
 AT1116
 AT1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 AT1116'STATION IS SITUATED 4.4 MILES SOUTHEAST OF EMPIRE POST OFFICE.  0.3
 AT1116'MILE NORTHWEST OF BURAS R.R.
 AT1116'STATION.  STATION IS BETWEEN THE LEVEE AND THE SHORE-LINE, BEING 9
 AT1116'FEET SOUTH OF THE RIVER BANK.  9 FEET
 AT1116'NORTHEAST OF A SMALL WILLOW MARKED WITH A TRIANGULAR BLAZE.  85 FEET
 AT1116'NORTH OF A BOARD SEA-WALL, WHICH IS ON
 AT1116'NORTH SLOPE OF LEVEE.  STATION IS ON LAND BELONGING TO
 AT1116'MARK MASTAGE, AND IS NORTH OF THE HOUSE PREVIOUSLY
 AT1116'OCCUPIED BY AMBROSE HINGLE, BUT NOW
 AT1116'OCCUPIED BY MRS. FOB.  THE STUBS OF THE TRIPOD AND THE OBSERVERS
 AT1116'SCAFFOLD WERE FOUND.  THE CENTER IS
 AT1116'MARKED BY A TWO BY FOUR STAKE, WHICH WAS FOUND 2 INCHES BELOW THE
 AT1116'SURFACE.
 AT1116'
 AT1116'R.M. 1 FOUND IN GOOD CONDITION.  IT IS 10.39 METERS FROM THE EAST
 AT1116'RAIL OF THE TRACK OF THE M.P.R.R.,
 AT1116'AND IS BETWEEN THE TRACK AND THE LEVEE.  IT IS A STANDARD TABLET IN A
 AT1116'4 INCH TILE FILLED WITH CONCRETE,
 AT1116'PROJECTING ABOUT 4 INCHES.
 AT1116'
 AT1116'R.M. NO. 2 WAS NOT RECOVERED.
 AT1116'
 AT1116'TO REACH, FOLLOW STATE ROUTE 31 TO MRS FOBS HOUSE 4.4 MILES SOUTHEAST
 AT1116'OF EMPIRE, AND 0.3 MILE NORTHWEST
 AT1116'OF BURAS R.R. STATION.  THENCE NORTH TO STATION, DISTANT ABOUT 125
 AT1116'YARDS
 AT1116
 AT1116                          STATION RECOVERY (1934)
 AT1116
 AT1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1116'STATION IS 132.496 METERS E.N.E. OF TRIANGULATION
 AT1116'MASTAGE, 9 FEET
 AT1116'SOUTH OF RIVER BANK, 85 FEET NORTH OF BOARD SEA WALL WHICH IS ON
 AT1116'NORTH SLOPE OF LEVEE.  THE WILLOW WITH
 AT1116'TRIANGULAR BLAZE HAS BEEN CUT DOWN.
 AT1116'
 AT1116'STATION IS NOW MARKED BY A 2 BY 4 INCH STAKE ABOUT 2 INCHES BELOW THE
 AT1116'SURFACE OF THE LEVEE.  STUBS OF THE
 AT1116'OBSERVERS SCAFFOLD AND TRIPOD WERE FOUND.
 AT1116'
 AT1116'ONE REFERENCE MARK WAS FOUND WHICH FITS THE ORIGINAL DESCRIPTION OF
 AT1116'R.M. NO. 1.  IT IS 60.12 METERS
 AT1116'S.W. OF STATION, 10.40 METERS EAST OF EAST RAIL OF R.R., ABOUT 3
 AT1116'METERS EAST OF DITCH.  A STEELE TABLET
 AT1116'SET IN A 4 INCH TILE, FLUSH WITH THE GROUND.
 AT1116'
 AT1116'A SEARCH WAS MADE FOR THE OTHER REFERENCE MARK BUT IT WAS NOT FOUND.
 AT1116'ACCORDING TO LOCAL INFORMATION IT
 AT1116'PROBABLY WAS BURIED WHEN RECENT WORK WAS DONE ON THE LEVEE.
 AT1116'
 AT1116'A THIRD ORDER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION MASTAGE.
 AT1116
 AT1116                          STATION RECOVERY (1973)
 AT1116
 AT1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JJP)
 AT1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1118 ***********************************************************************
 AT1118  DESIGNATION -  BURAS MICROWAVE TOWER
 AT1118  PID         -  AT1118
 AT1118  STATE/COUNTY-  LA/PLAQUEMINES
 AT1118  USGS QUAD   -  BURAS (1993)
 AT1118
 AT1118                         *CURRENT SURVEY CONTROL
 AT1118  ___________________________________________________________________
 AT1118* NAD 83(1992)-  29 21 20.88736(N)    089 31 56.99965(W)     ADJUSTED  
 AT1118* NAVD 88     -                                                        
 AT1118  **This station is located in a subsidence area (see below).
 AT1118  ___________________________________________________________________
 AT1118  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1118  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AT1118
 AT1118  HORZ ORDER  -  THIRD
 AT1118
 AT1118.The horizontal coordinates were established by classical geodetic methods
 AT1118.and adjusted by the National Geodetic Survey in January 1993..
 AT1118
 AT1118 ** The orthometric height has not been validated since last determined
 AT1118 ** by differential leveling and should not be used for control purposes.
 AT1118 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1118 ** area with valid NAVD 88 orthometric heights.
 AT1118 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1118 ** epoch indicated which incorporates improved geoid heights for the
 AT1118 ** Southern Louisiana Subsidence area.
 AT1118 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1118
 AT1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1118
 AT1118.The geoid height was determined by GEOID03.
 AT1118
 AT1118;                    North         East     Units Scale Factor Converg.
 AT1118;SPC LA S     -    96,236.808 1,174,857.772   MT  0.99998866   +0 54 01.6
 AT1118;SPC LA S     -   315,736.93  3,854,512.54   sFT  0.99998866   +0 54 01.6
 AT1118;UTM  16      - 3,250,071.264   254,142.271   MT  1.00034593   -1 14 31.7
 AT1118
 AT1118                          SUPERSEDED SURVEY CONTROL
 AT1118
 AT1118  NAD 83(1986)-  29 21 20.89514(N)    089 31 57.00788(W) AD(       ) 4
 AT1118  NAD 27      -  29 21 20.10367(N)    089 31 56.79553(W) AD(       ) 3
 AT1118
 AT1118.Superseded values are not recommended for survey control.
 AT1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1118.See file dsdata.txt to determine how the superseded data were derived.
 AT1118
 AT1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5414250071(NAD 83)
 AT1118_MARKER: 45 = MICROWAVE TOWER
 AT1118
 AT1118  HISTORY     - Date     Condition        Report By
 AT1118  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1118
 AT1118                          STATION DESCRIPTION
 AT1118
 AT1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1118'STATION IS LOCATED IN BURAS AND IS PROPERTY OF THE BELL
 AT1118'TELEPHONE COMPANY.
 AT1118'
 AT1118'STATION IS A 280 FOOT TOWER PAINTED RED AND WHITE AND HAS 3
 AT1118'REFLECTORS.
 AT1118'
 AT1118'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1119 ***********************************************************************
 AT1119  DESIGNATION -  BURAS MUNICIPAL TANK
 AT1119  PID         -  AT1119
 AT1119  STATE/COUNTY-  LA/PLAQUEMINES
 AT1119  USGS QUAD   -  BURAS (1993)
 AT1119
 AT1119                         *CURRENT SURVEY CONTROL
 AT1119  ___________________________________________________________________
 AT1119* NAD 83(1992)-  29 21 18.82415(N)    089 31 37.03349(W)     ADJUSTED  
 AT1119* NAVD 88     -                                                        
 AT1119  **This station is located in a subsidence area (see below).
 AT1119  ___________________________________________________________________
 AT1119  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AT1119  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AT1119
 AT1119  HORZ ORDER  -  THIRD
 AT1119
 AT1119.The horizontal coordinates were established by classical geodetic methods
 AT1119.and adjusted by the National Geodetic Survey in January 1993..
 AT1119
 AT1119 ** The orthometric height has not been validated since last determined
 AT1119 ** by differential leveling and should not be used for control purposes.
 AT1119 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1119 ** area with valid NAVD 88 orthometric heights.
 AT1119 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1119 ** epoch indicated which incorporates improved geoid heights for the
 AT1119 ** Southern Louisiana Subsidence area.
 AT1119 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1119
 AT1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1119
 AT1119.The geoid height was determined by GEOID03.
 AT1119
 AT1119;                    North         East     Units Scale Factor Converg.
 AT1119;SPC LA S     -    96,181.768 1,175,397.251   MT  0.99998877   +0 54 11.6
 AT1119;SPC LA S     -   315,556.35  3,856,282.48   sFT  0.99998877   +0 54 11.6
 AT1119;UTM  16      - 3,249,996.067   254,679.506   MT  1.00034267   -1 14 21.8
 AT1119
 AT1119                          SUPERSEDED SURVEY CONTROL
 AT1119
 AT1119  NAD 83(1986)-  29 21 18.83185(N)    089 31 37.04176(W) AD(       ) 4
 AT1119  NAD 27      -  29 21 18.03566(N)    089 31 36.82752(W) AD(       ) 3
 AT1119
 AT1119.Superseded values are not recommended for survey control.
 AT1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1119.See file dsdata.txt to determine how the superseded data were derived.
 AT1119
 AT1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5468049996(NAD 83)
 AT1119_MARKER: 53 = ELEVATED TANK
 AT1119
 AT1119  HISTORY     - Date     Condition        Report By
 AT1119  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1119  HISTORY     - 1960     GOOD             CGS
 AT1119  HISTORY     - 1966     GOOD             CGS
 AT1119
 AT1119                          STATION DESCRIPTION
 AT1119
 AT1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1119'THE STATION IS THE BALL ATOP THE SQUAT SILVER COLORED METAL TANK
 AT1119'NEAR THE SOUTH
 AT1119'EDGE OF THE TOWN OF BURAS, ON THE EAST SIDE OF STATE
 AT1119'HIGHWAY 23.  THE TANK IS
 AT1119'SUPPORTED BY A SKELETON STEEL FRAMEWORK
 AT1119'APPROXIMATELY 90 FEET HIGH.
 AT1119
 AT1119                          STATION RECOVERY (1960)
 AT1119
 AT1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RWF)
 AT1119'STATION RECOVERED IN GOOD CONDITION.  THE 1955
 AT1119'DESCRIPTION IS
 AT1119'ADEQUATE.  THE TANK IS 136 FEET HIGH.
 AT1119
 AT1119                          STATION RECOVERY (1966)
 AT1119
 AT1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1119'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 AT1119'DESCRIPTION OF
 AT1119'STATION FOLLOWS-
 AT1119'
 AT1119'STATION IS LOCATED IN BUSINESS SECTION OF BURAS AND IS ON THE EAST
 AT1119'SIDE OF STATE
 AT1119'HIGHWAY 23.
 AT1119'
 AT1119'STATION IS A LARGE OVAL METAL WATER TANK PAINTED SILVER, IS SUPPORTED
 AT1119'BY 6 LEGS, HAS A
 AT1119'FLASHING RED LIGHT ON TOP AND IS APPROXIMATELY 140 FEET
 AT1119'HIGH.
 AT1119'
 AT1119'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1123 ***********************************************************************
 AT1123  DESIGNATION -  BURAS SHRIMP FACTORY STACK
 AT1123  PID         -  AT1123
 AT1123  STATE/COUNTY-  LA/PLAQUEMINES
 AT1123  USGS QUAD   -  BURAS (1993)
 AT1123
 AT1123                         *CURRENT SURVEY CONTROL
 AT1123  ___________________________________________________________________
 AT1123* NAD 83(1992)-  29 21 32.41394(N)    089 32 00.71554(W)     ADJUSTED  
 AT1123* NAVD 88     -                                                        
 AT1123  **This station is located in a subsidence area (see below).
 AT1123  ___________________________________________________________________
 AT1123  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1123  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AT1123
 AT1123  HORZ ORDER  -  THIRD
 AT1123
 AT1123.The horizontal coordinates were established by classical geodetic methods
 AT1123.and adjusted by the National Geodetic Survey in January 1993..
 AT1123
 AT1123 ** The orthometric height has not been validated since last determined
 AT1123 ** by differential leveling and should not be used for control purposes.
 AT1123 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1123 ** area with valid NAVD 88 orthometric heights.
 AT1123 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1123 ** epoch indicated which incorporates improved geoid heights for the
 AT1123 ** Southern Louisiana Subsidence area.
 AT1123 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1123
 AT1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1123
 AT1123.The geoid height was determined by GEOID03.
 AT1123
 AT1123;                    North         East     Units Scale Factor Converg.
 AT1123;SPC LA S     -    96,590.082 1,174,751.983   MT  0.99998804   +0 53 59.7
 AT1123;SPC LA S     -   316,895.96  3,854,165.46   sFT  0.99998804   +0 53 59.7
 AT1123;UTM  16      - 3,250,428.374   254,049.730   MT  1.00034649   -1 14 34.0
 AT1123
 AT1123                          SUPERSEDED SURVEY CONTROL
 AT1123
 AT1123  NAD 83(1986)-  29 21 32.42176(N)    089 32 00.72375(W) AD(       ) 4
 AT1123  NAD 27      -  29 21 31.62800(N)    089 32 00.50800(W) AD(       ) 3
 AT1123
 AT1123.Superseded values are not recommended for survey control.
 AT1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1123.See file dsdata.txt to determine how the superseded data were derived.
 AT1123
 AT1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5405050428(NAD 83)
 AT1123_MARKER: 63 = STACK
 AT1123
 AT1123  HISTORY     - Date     Condition        Report By
 AT1123  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1123
 AT1123                          STATION DESCRIPTION
 AT1123
 AT1123'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1089 ***********************************************************************
 AT1089  DESIGNATION -  BURAS VIDEO TV MAST
 AT1089  PID         -  AT1089
 AT1089  STATE/COUNTY-  LA/PLAQUEMINES
 AT1089  USGS QUAD   -  TRIUMPH (1993)
 AT1089
 AT1089                         *CURRENT SURVEY CONTROL
 AT1089  ___________________________________________________________________
 AT1089* NAD 83(1992)-  29 20 33.69225(N)    089 24 49.81884(W)     ADJUSTED  
 AT1089* NAVD 88     -                                                        
 AT1089  **This station is located in a subsidence area (see below).
 AT1089  ___________________________________________________________________
 AT1089  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1089  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AT1089
 AT1089  HORZ ORDER  -  THIRD
 AT1089
 AT1089.The horizontal coordinates were established by classical geodetic methods
 AT1089.and adjusted by the National Geodetic Survey in January 1993..
 AT1089
 AT1089 ** The orthometric height has not been validated since last determined
 AT1089 ** by differential leveling and should not be used for control purposes.
 AT1089 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1089 ** area with valid NAVD 88 orthometric heights.
 AT1089 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1089 ** epoch indicated which incorporates improved geoid heights for the
 AT1089 ** Southern Louisiana Subsidence area.
 AT1089 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1089
 AT1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1089
 AT1089.The geoid height was determined by GEOID03.
 AT1089
 AT1089;                    North         East     Units Scale Factor Converg.
 AT1089;SPC LA S     -    94,970.959 1,186,402.876   MT  0.99999124   +0 57 35.2
 AT1089;SPC LA S     -   311,583.89  3,892,390.10   sFT  0.99999124   +0 57 35.2
 AT1089;UTM  16      - 3,248,374.067   265,635.665   MT  1.00027781   -1 11 00.2
 AT1089
 AT1089                          SUPERSEDED SURVEY CONTROL
 AT1089
 AT1089  NAD 83(1986)-  29 20 33.69543(N)    089 24 49.82433(W) AD(       ) 4
 AT1089  NAD 27      -  29 20 32.90818(N)    089 24 49.62207(W) AD(       ) 3
 AT1089
 AT1089.Superseded values are not recommended for survey control.
 AT1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1089.See file dsdata.txt to determine how the superseded data were derived.
 AT1089
 AT1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6563648374(NAD 83)
 AT1089_MARKER: 42 = RADIO/TV MAST
 AT1089
 AT1089  HISTORY     - Date     Condition        Report By
 AT1089  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1089
 AT1089                          STATION DESCRIPTION
 AT1089
 AT1089'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3923 ***********************************************************************
 BJ3923  DESIGNATION -  BURBANK
 BJ3923  PID         -  BJ3923
 BJ3923  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3923  USGS QUAD   -  ST GABRIEL (1995)
 BJ3923
 BJ3923                         *CURRENT SURVEY CONTROL
 BJ3923  ___________________________________________________________________
 BJ3923* NAD 83(1986)-  30 20 49.     (N)    091 05 03.     (W)     SCALED    
 BJ3923* NAVD 88     -         4.430  (meters)      14.53   (feet)  ADJUSTED  
 BJ3923  ___________________________________________________________________
 BJ3923  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3923  DYNAMIC HT  -           4.424 (meters)      14.51  (feet)  COMP
 BJ3923  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 BJ3923
 BJ3923  VERT ORDER  -  SECOND    CLASS II
 BJ3923
 BJ3923.The horizontal coordinates were scaled from a topographic map and have
 BJ3923.an estimated accuracy of +/- 6 seconds.
 BJ3923
 BJ3923.The orthometric height was determined by differential leveling
 BJ3923.and adjusted by the National Geodetic Survey in February 1994..
 BJ3923
 BJ3923.The geoid height was determined by GEOID03.
 BJ3923
 BJ3923.The dynamic height is computed by dividing the NAVD 88
 BJ3923.geopotential number by the normal gravity value computed on the
 BJ3923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3923.degrees latitude (g = 980.6199 gals.).
 BJ3923
 BJ3923.The modeled gravity was interpolated from observed gravity values.
 BJ3923
 BJ3923;                    North         East    Units  Estimated Accuracy
 BJ3923;SPC LA S     -   204,750.    1,023,960.      MT  (+/- 180 meters Scaled)
 BJ3923
 BJ3923                          SUPERSEDED SURVEY CONTROL
 BJ3923
 BJ3923.No superseded survey control is available for this station.
 BJ3923
 BJ3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP841587(NAD 83)
 BJ3923_MARKER: B = BOLT
 BJ3923_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3923_SP_SET: BRIDGE ABUTMENT
 BJ3923_MARK LOGO: LA-033
 BJ3923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3923
 BJ3923  HISTORY     - Date     Condition        Report By
 BJ3923  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3923
 BJ3923                          STATION DESCRIPTION
 BJ3923
 BJ3923'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3923'IN BATON ROUGE.
 BJ3923'ABOUT 0.8 KM (0.5 MI) WEST ON BURBANK DRIVE FROM THE INTERSECTION OF
 BJ3923'BURBANK DRIVE AND HIGHLAND TO THE MARK SET IN THE NORTHEAST CORNER OF
 BJ3923'THE BRIDGE ON THE NORTH BOUND LANE.  MARK IS THE CENTER OF A BOLT SET
 BJ3923'IN THE ABUTMENT OF THE BRIDGE, 0.61 METERS (2 FEET) EAST OF THE
 BJ3923'NORTHEAST CORNER OF THE BRIDGE RAIL.
 BJ3923'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2260 ***********************************************************************
 BW2260  DESIGNATION -  BURCH
 BW2260  PID         -  BW2260
 BW2260  STATE/COUNTY-  LA/WASHINGTON
 BW2260  USGS QUAD   -  PROGRESS (1972)
 BW2260
 BW2260                         *CURRENT SURVEY CONTROL
 BW2260  ___________________________________________________________________
 BW2260* NAD 83(1992)-  31 00 02.34360(N)    090 15 35.22074(W)     ADJUSTED  
 BW2260* NAVD 88     -       113.04   (+/-2cm)     370.9    (feet)  VERTCON   
 BW2260  ___________________________________________________________________
 BW2260  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BW2260  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BW2260
 BW2260  HORZ ORDER  -  FIRST
 BW2260  VERT ORDER  -  THIRD ? (See Below)
 BW2260
 BW2260.The horizontal coordinates were established by classical geodetic methods
 BW2260.and adjusted by the National Geodetic Survey in May 1994..
 BW2260
 BW2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2260.The vertical order pertains to the NGVD 29 superseded value.
 BW2260
 BW2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2260
 BW2260.The geoid height was determined by GEOID03.
 BW2260
 BW2260;                    North         East     Units Scale Factor Converg.
 BW2260;SPC LA S     -   277,677.200 1,102,534.357   MT  1.00007776   +0 32 12.4
 BW2260;SPC LA S     -   911,012.61  3,617,231.47   sFT  1.00007776   +0 32 12.4
 BW2260;SPC MS W     -   166,351.228   707,023.921   MT  0.99995061   +0 02 16.4
 BW2260;SPC MS W     -   545,770.65  2,319,627.65   sFT  0.99995061   +0 02 16.4
 BW2260;UTM  15      - 3,432,898.085   761,643.064   MT  1.00044452   +1 24 43.7
 BW2260
 BW2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2260!SPC LA S     -   0.99998652  x   1.00007776  =   1.00006428
 BW2260!SPC MS W     -   0.99998652  x   0.99995061  =   0.99993713
 BW2260!UTM  15      -   0.99998652  x   1.00044452  =   1.00043104
 BW2260
 BW2260|---------------------------------------------------------------------|
 BW2260| PID    Reference Object                     Distance      Geod. Az  |
 BW2260|                                                           dddmmss.s |
 BW2260| BW2261 TT 57 TX USGS 1939                   25.841 METERS 08933     |
 BW2260| CY3939 BURCH RM 2                           34.259 METERS 20526     |
 BW2260| CY3938 BURCH AZ MK                                        2524713.8 |
 BW2260|---------------------------------------------------------------------|
 BW2260
 BW2260                          SUPERSEDED SURVEY CONTROL
 BW2260
 BW2260  NAD 83(1992)-  31 00 02.35189(N)    090 15 35.21801(W) AD(       ) 1
 BW2260  NAD 83(1986)-  31 00 02.35853(N)    090 15 35.21722(W) AD(       ) 1
 BW2260  NAD 27      -  31 00 01.71300(N)    090 15 34.88500(W) AD(       ) 1
 BW2260  NGVD 29 (07/19/86)  113.11   (m)          371.1    (f) LEVELING    3  
 BW2260
 BW2260.Superseded values are not recommended for survey control.
 BW2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2260.See file dsdata.txt to determine how the superseded data were derived.
 BW2260
 BW2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6164332898(NAD 83)
 BW2260_MARKER: DS = TRIANGULATION STATION DISK
 BW2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2260
 BW2260  HISTORY     - Date     Condition        Report By
 BW2260  HISTORY     - 1939     MONUMENTED       CGS
 BW2260  HISTORY     - 1947     GOOD             CGS
 BW2260  HISTORY     - 1954     GOOD             CGS
 BW2260
 BW2260                          STATION DESCRIPTION
 BW2260
 BW2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BW2260'STATION IS 4.5 MILES WNW OF WARNERTON AND 3.5 MILES NE OF MT.
 BW2260'HERMAN, AT THE MISSISSIPPI AND LOUISIANA STATE LINE AT A
 BW2260'POINT WHERE THE N AND S ROAD BETWEEN PILE AND WALTHALL COUNTIES
 BW2260'IN MISSISSIPPI CROSSES THE STATE LINE.
 BW2260'
 BW2260'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BW2260'BRONZE DISKS SET IN CONCRETE.
 BW2260'
 BW2260'AZIMUTH MARK IS 0.25 MILE WSW OF STATION, IN A N AND S FENCE
 BW2260'LINE, 143 FEET S OF A FENCE CORNER AND 142 FEET N OF A FENCE
 BW2260'CORNER.  MARK, PROJECTS 5 INCHES AND IS STAMPED
 BW2260'BURCH 1939.
 BW2260'
 BW2260'*B.M.-TT 57 TX-1939 (U.S.G.S.) IS 84.56 FEET E OF THE STATION
 BW2260'20.5 FEET E OF THE EDGE OF THE CATTLE GUARD, AND 11.5 FEET
 BW2260'W OF A FENCE CORNER.  MARK IS A U.S. GEOLOGICAL SURVEY
 BW2260'TRAVERSE DISK SET IN A 7-INCH CONCRETE POST FLUSH WITH
 BW2260'GROUND AND IS STAMPED TT 57 TX 1939.
 BW2260'
 BW2260'REFERENCE MARK NO. 2 IS 112.40 FEET SSW OF STATION IN AN
 BW2260'E AND W FENCE LINE, AND 21 FEET S OF THE CENTER LINE OF AN
 BW2260'E AND W ROAD.  MARK, PROJECTS 6 INCHES AND IS STAMPED
 BW2260'BURCH NO. 2 1939.
 BW2260'
 BW2260'*USED AS REFERENCE MARK NO. 1.
 BW2260'
 BW2260'TO REACH THE STATION FROM THE POST OFFICE IN MT. HERMAN,
 BW2260'GO NE ON THE GRAVEL ROAD (WHICH IS BETWEEN THE POST OFFICE
 BW2260'AND OTT BROTHERS STORE) FOR 1.65 MILES TO A ROAD LEADING
 BW2260'N, TURN N ON THIS ROAD FOR 1.05 MILES TO A CROSS ROAD, TURN
 BW2260'RIGHT (E) AND DRIVE 0.15 MILE TO A FORK, TAKE THE LEFT FORK
 BW2260'AND GO 0.6 MILE TO A FORK, HERE TAKE THE RIGHT FORK FOR 0.4
 BW2260'MILE TO A T-ROAD ON LEFT (N) TURN LEFT (N) AND DRIVE 0.01
 BW2260'MILE TO A CATTLE GUARD AT THE STATE LINE.  STATION IS 45
 BW2260'FEET W OF A WARNING SIGN AT THE CATTLE GUARD, 56 FEET W
 BW2260'OF THE CENTER LINE OF THE CATTLE GUARD, 46 FEET NW OF A
 BW2260'TRIANGULAR BLAZED TWIN OAK TREE, 78 FEET N OF THE CENTER
 BW2260'LINE OF AN E AND W ROAD, 17.5 FEET N OF A LARGE PINE
 BW2260'STUMP, 2 FEET S OF AN E AND W FENCE LINE, AND 22 FEET S OF
 BW2260'A ROAD LEADING TO A HOUSE.  MARK
 BW2260'PROJECTS 5 INCHES AND IS STAMPED BURCH 1939.
 BW2260'
 BW2260'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BW2260
 BW2260                          STATION RECOVERY (1947)
 BW2260
 BW2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2260'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 BW2260'FOUND IN GOOD CONDITION.  SURFACE, UNDERGROUND, AND REFERENCE
 BW2260'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BW2260'NO ADDITIONAL MARKS WERE ESTABLISHED.
 BW2260'A COMPLETE DESCRIPTION FOLLOWS--
 BW2260'
 BW2260'THE STATION IS ABOUT 4-1/2 MILES WEST-NORTHWEST OF WARNERTON,
 BW2260'ABOUT 3-1/2 MILES NORTHEAST OF MT. HERMAN, AND ABOUT 4 INCHES
 BW2260'SOUTH OF THE LOUISIANA-MISSISSIPPI STATE LINE, ON PROPERTY
 BW2260'OF LEON BURCH.  IT IS ABOUT 100 YARDS SOUTHEAST OF THE BURCH
 BW2260'FARMHOUSE, 78 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 BW2260'A MAIN GRADED ROAD, 56 FEET WEST OF THE APPROXIMATE CENTERLINE
 BW2260'OF A GRAVELED ROAD WHICH IS ON THE PIKE-WALTHALL COUNTY LINE
 BW2260'IN MISSISSIPPI, AND 23 FEET SOUTH OF THE APPROXIMATE
 BW2260'CENTERLINE OF THE EAST ENTRANCE ROAD TO THE BURCH FARMHOUSE.
 BW2260'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BURCH
 BW2260'1939.
 BW2260'
 BW2260'B.M. TT 57 TX 1939 (U.S.G.S.) IS USED FOR REFERENCE MARK
 BW2260'NO. 1 FOR THIS STATION.  IT IS 84.78 FEET EAST OF THE STATION,
 BW2260'20.5 FEET EAST OF THE EAST EDGE OF A CATTLE GUARD, AND 11.5
 BW2260'FEET WEST OF A FENCE CORNER.  MARK IS A U.S. GEOLOGICAL
 BW2260'SURVEY DISK SET IN A 7-INCH CONCRETE POST.  MARK IS FLUSH
 BW2260'WITH THE GROUND AND THE DISK IS STAMPED B.M. TT 57 TX 1939
 BW2260'U.S.G.S.
 BW2260'
 BW2260'REFERENCE MARK NO. 2 IS 112.40 FEET SOUTH-SOUTHWEST OF THE
 BW2260'STATION AND 21 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 BW2260'OF THE MAIN GRADED ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 BW2260'DISK IS STAMPED BURCH NO 2 1939.
 BW2260'
 BW2260'THE AZIMUTH MARK IS 0.25 MILE WEST-SOUTHWEST OF THE STATION
 BW2260'AND 155 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE MAIN
 BW2260'GRADED ROAD, IN A FENCELINE.  THE MARK PROJECTS 5 INCHES
 BW2260'AND THE DISK IS STAMPED BURCH 1939.
 BW2260'
 BW2260'NOTE--DUE TO ROAD CHANGES, THE DIRECTIONS FOR REACHING THE
 BW2260'STATION SHOULD BE CHANGED TO READ AS FOLLOWS--TO REACH FROM
 BW2260'THE POST OFFICE IN MT. HERMAN, GO EAST FOR ABOUT 25 YARDS
 BW2260'TO A CROSS ROAD, TURN LEFT AND GO NORTHEASTERLY ON THE WARNERTON
 BW2260'ROAD FOR 1.65 MILES TO A SIDE ROAD LEFT, JUST AFTER CROSSING
 BW2260'SMALL BRIDGE, TURN LEFT AND GO 1.1 MILES TO A CROSS ROAD,
 BW2260'TURN RIGHT AND GO 0.15 MILE TO A ROAD FORK, TAKE LEFT FORK
 BW2260'AND GO 1.2 MILES TO THE STATION ON LEFT.
 BW2260'
 BW2260'HEIGHT OF LIGHT, 30 METERS.
 BW2260
 BW2260                          STATION RECOVERY (1954)
 BW2260
 BW2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BW2260'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  PBM
 BW2260'TT 57 TX (USGS) WAS USED AS REFERENCE MARK NO. 1.  THE REMAINING
 BW2260'REFERENCE MARK WAS STAMPED R.M. NO. 1.  THIS WAS CHANGED
 BW2260'BY STAMPING THE MARK NO. 2 TO FIT THE DATA AND DESCRIPTION.
 BW2260'NOTE--THE CATTLE GUARD MENTIONED IN THE DESCRIPTION HAS
 BW2260'BEEN REMOVED.  ALSO THE FENCE LINE IN WHICH THE AZIMUTH
 BW2260'MARK WAS SET.
 BW2260'
 BW2260'A COMPLETE NEW DESCRIPTION FOLLOWS--
 BW2260'
 BW2260'THE STATION IS LOCATED 4.5 MILES WEST-NORTHWEST OF THE TOWN
 BW2260'OF WARNERTON AND 3.5 MILES NORTHEAST OF MT. HERMON AT THE
 BW2260'MISSISSIPPI-LOUISIANA STATE LINE AND NEAR THE PIKE-WALTHALL
 BW2260'COUNTY LINE, ON LAND OWNED BY M.L. BURCH.  IT IS ABOUT 100
 BW2260'YARDS SOUTHEAST OF THE BURCH HOUSE 78 FEET NORTH OF AN EAST-WEST
 BW2260'GRAVEL ROAD, 59 FEET WEST OF THE COUNTY LINE ROAD AND 22
 BW2260'FEET SOUTH OF THE DRIVEWAY TO THE BURCH HOME.  IT IS A STANDARD
 BW2260'DISK, STAMPED BURCH 1939, PROJECTING 6 INCHES.
 BW2260'
 BW2260'REFERENCE MARK NO. 1 (PBM TT 57 TX 1939 USGS) IS 84.56 FEET
 BW2260'EAST OF THE STATION, 29 FEET NORTH-NORTHWEST OF A TRIANGULAR
 BW2260'BLAZED OAK TREE, 27 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 BW2260'COUNTY LINE ROAD, 12 FEET WEST OF A FENCE CORNER AND 78 FEET
 BW2260'NORTH OF THE MAIN EAST-WEST ROAD.  IT IS A STANDARD USGS
 BW2260'BENCH MARK DISK, STAMPED TT 57 TX 1939, SET IN THE TOP OF
 BW2260'AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 BW2260'
 BW2260'REFERENCE MARK NO. 2 IS 112.40 FEET SOUTH-SOUTHWEST OF THE
 BW2260'STATION, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 21
 BW2260'FEET SOUTH OF AN EAST-WEST ROAD.  IT IS A STANDARD DISK,
 BW2260'STAMPED BURCH NO 2 1939, PROJECTING 6 INCHES.
 BW2260'
 BW2260'THE AZIMUTH MARK IS 0.25 MILE WEST-SOUTHWEST OF THE STATION
 BW2260'ON PROPERTY OWNED BY REED SIMONS.  IT IS 142 FEET SOUTH OF
 BW2260'A FENCE LINE, 143 FEET NORTH OF A FENCE LINE AND 15 FEET
 BW2260'WEST OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED BURCH
 BW2260'1939, PROJECTING 4 INCHES.
 BW2260'
 BW2260'TO REACH THE STATION FROM THE POST OFFICE IN MT. HERMON, GO
 BW2260'EAST ABOUT 25 YARDS TO A CROSSROADS, TURN LEFT ON STATE ROAD
 BW2260'755 AND GO 1.65 MILES TO A FORK JUST AFTER CROSSING A SMALL
 BW2260'BRIDGE, TURN LEFT AND GO 1.1 MILES TO A CROSSROADS, TURN RIGHT
 BW2260'AND GO 0.15 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.95
 BW2260'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.25 MILE
 BW2260'TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2159 ***********************************************************************
 BJ2159  DESIGNATION -  BURKE
 BJ2159  PID         -  BJ2159
 BJ2159  STATE/COUNTY-  LA/IBERIA
 BJ2159  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ2159
 BJ2159                         *CURRENT SURVEY CONTROL
 BJ2159  ___________________________________________________________________
 BJ2159* NAD 83(1992)-  30 03 08.85529(N)    091 52 41.59338(W)     ADJUSTED  
 BJ2159* NAVD 88     -         8.   **(meters)      26.   **(feet)  SCALED    
 BJ2159  **This station is located in a subsidence area (see below).
 BJ2159  ___________________________________________________________________
 BJ2159  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ2159  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2159  DYNAMIC HT  -           7.9   (meters)      26.    (feet)  COMP
 BJ2159  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 BJ2159
 BJ2159  HORZ ORDER  -  SECOND
 BJ2159  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2159
 BJ2159.This mark is at Acadiana Regional Airport (ARA)
 BJ2159
 BJ2159.The horizontal coordinates were established by classical geodetic methods
 BJ2159.and adjusted by the National Geodetic Survey in January 1993..
 BJ2159
 BJ2159 ** The orthometric height has not been validated since last determined
 BJ2159 ** by differential leveling and should not be used for control purposes.
 BJ2159 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2159 ** area with valid NAVD 88 orthometric heights.
 BJ2159 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2159 ** epoch indicated which incorporates improved geoid heights for the
 BJ2159 ** Southern Louisiana Subsidence area.
 BJ2159 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2159.The orthometric height was scaled from a topographic map.
 BJ2159.The vertical order pertains to the first NAVD 88 superseded value.
 BJ2159
 BJ2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2159
 BJ2159.The geoid height was determined by GEOID03.
 BJ2159
 BJ2159.The dynamic height is computed by dividing the NAVD 88
 BJ2159.geopotential number by the normal gravity value computed on the
 BJ2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2159.degrees latitude (g = 980.6199 gals.).
 BJ2159
 BJ2159.The modeled gravity was interpolated from observed gravity values.
 BJ2159
 BJ2159;                    North         East     Units Scale Factor Converg.
 BJ2159;SPC LA S     -   172,206.226   947,457.628   MT  0.99992615   -0 16 20.8
 BJ2159;SPC LA S     -   564,979.93  3,108,450.57   sFT  0.99992615   -0 16 20.8
 BJ2159;UTM  15      - 3,325,128.538   608,139.567   MT  0.99974428   +0 33 42.6
 BJ2159
 BJ2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2159!SPC LA S     -   1.00000300  x   0.99992615  =   0.99992915
 BJ2159!UTM  15      -   1.00000300  x   0.99974428  =   0.99974728
 BJ2159
 BJ2159|---------------------------------------------------------------------|
 BJ2159| PID    Reference Object                     Distance      Geod. Az  |
 BJ2159|                                                           dddmmss.s |
 BJ2159| BJ2160 BURKE RM 1                           12.493 METERS 00956     |
 BJ2159| BJ2155 BURKE AZ MK                                        0454028.1 |
 BJ2159| BJ2158 BURKE RM 2                           23.650 METERS 19636     |
 BJ2159| BJ5163 LOZES TV STA KLNI MAST              APPROX.11.4 KM 2675348.0 |
 BJ2159|---------------------------------------------------------------------|
 BJ2159
 BJ2159                          SUPERSEDED SURVEY CONTROL
 BJ2159
 BJ2159  NAD 83(1986)-  30 03 08.87585(N)    091 52 41.58765(W) AD(       ) 2
 BJ2159  NAD 27      -  30 03 08.14821(N)    091 52 41.16640(W) AD(       ) 2
 BJ2159  NAVD 88 (06/15/91)    7.879  (m)           25.85   (f) UNKNOWN     1 1
 BJ2159  NGVD 29 (??/??/??)    7.877  (m)           25.84   (f) ADJUSTED    1 1
 BJ2159
 BJ2159.Superseded values are not recommended for survey control.
 BJ2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2159.See file dsdata.txt to determine how the superseded data were derived.
 BJ2159
 BJ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0814025129(NAD 83)
 BJ2159_MARKER: DD = SURVEY DISK
 BJ2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2159_SP_SET: CONCRETE POST
 BJ2159_STAMPING: BURKE LDH 1969
 BJ2159_MARK LOGO: LADH  
 BJ2159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ2159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2159+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 BJ2159
 BJ2159  HISTORY     - Date     Condition        Report By
 BJ2159  HISTORY     - 1969     MONUMENTED       NOS
 BJ2159  HISTORY     - 1970     GOOD             NGS
 BJ2159  HISTORY     - 1970     GOOD             NGS
 BJ2159  HISTORY     - 1975     GOOD             LADPW
 BJ2159  HISTORY     - 1982     GOOD             NGS
 BJ2159  HISTORY     - 19830615 GOOD             NGS
 BJ2159  HISTORY     - 1985     GOOD             LOCENG
 BJ2159  HISTORY     - 19850508 GOOD             USPSQD
 BJ2159  HISTORY     - 19921101 GOOD             NOS
 BJ2159  HISTORY     - 19950503 GOOD             USPSQD
 BJ2159
 BJ2159                          STATION DESCRIPTION
 BJ2159
 BJ2159'DESCRIBED BY NATIONAL OCEAN SERVICE 1969 (RT)
 BJ2159'THE STATION IS LOCATED 5 MILES NORTHWEST OF THE JUNCTION OF STATE
 BJ2159'HIGHWAY 14 AND STATE HIGHWAY 182 IN NEW IBERIA, 6.5 MILES SOUTHEAST
 BJ2159'OF BROUSSARD, AND ON PROPERTY OWNED BY THE ACADIANA REGIONAL
 BJ2159'AIRPORT.  IT IS 120.0 FEET SOUTHEAST OF THE SOUTH LANE OF A FOUR
 BJ2159'LANE DRIVE TO THE AIRPORT, 98.0 FEET NORTH OF AN 8 INCH HACKBERRY
 BJ2159'TREE, 92.70 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 2.10 FEET
 BJ2159'WEST OF A FENCE, AND 1.40 FEET WEST OF A METAL WITNESS POST AND
 BJ2159'SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BJ2159'GEODETIC SURVEY DISK, STAMPED BURKE 1969 AND IS FLUSH WITH THE
 BJ2159'GROUND.
 BJ2159'
 BJ2159'REFERENCE MARK NO. 1 IS 41.0 FEET NORTHWEST OF THE STATION.  IT IS
 BJ2159'90.40 FEET SOUTHEAST OF THE SOUTH LANE OF A FOUR LANE DRIVE TO THE
 BJ2159'AIRPORT, 51.70 FEET SOUTH OF A FENCE CORNER, 41.0 FEET NORTH OF THE
 BJ2159'WITNESS POST AT THE STATION, AND 2.95 FEET WEST OF A FENCE.  IT IS
 BJ2159'A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BJ2159'DISK STAMPED BURKE R. M. 1 1969 AND IS FLUSH WITH THE GROUND.
 BJ2159'
 BJ2159'REFERENCE MARK NO. 2 IS 77.60 FEET SOUTH OF THE STATION.  IT IS
 BJ2159'169.0 FEET SOUTHEAST OF THE SOUTH LANE OF A FOUR LANE DRIVE TO THE
 BJ2159'AIRPORT, 77.40 FEET SOUTH-SOUTHWEST OF A WITNESS POST AT THE
 BJ2159'STATION, 55.60 FEET NORTHWEST OF A 12 INCH HACKBERRY TREE, 24.0
 BJ2159'FEET NORTHWEST OF AN 8 INCH HACKBERRY TREE, AND 10.00 FEET WEST OF
 BJ2159'A FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 BJ2159'AND GEODETIC SURVEY DISK STAMPED BURKE R. M. 2 1969 AND IS
 BJ2159'FLUSH WITH THE GROUND.
 BJ2159'
 BJ2159'THE AZIMUTH MARK IS 0.20 MILE NORTHEAST OF THE STATION.  IT IS
 BJ2159'73.30 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 182, 52.20
 BJ2159'FEET EAST-NORTHEAST OF A POWER POLE, 50.30 FEET NORTHWEST OF THE
 BJ2159'CENTER OF THE NORTH LANE OF A FOUR LANE DRIVE LEADING TO THE
 BJ2159'AIRPORT, 16.60 FEET SOUTHWEST OF THE WEST RAIL OF THE SOUTHERN
 BJ2159'PACIFIC RAILROAD, AND 1.70 FEET NORTHEAST OF A METAL WITNESS POST AND
 BJ2159'SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 BJ2159'AND GEODETIC SURVEY DISK, STAMPED BURKE AZ. MK. 1969,
 BJ2159'PROJECTING 2 INCHES.
 BJ2159'
 BJ2159'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG THE
 BJ2159'SOUTH LANE OF THE DRIVE TO THE AIRPORT FOR 0.20 MILE TO A MARK SET
 BJ2159'NORTH OF THE DRIVE AND WEST OF THE RAILROAD.
 BJ2159'
 BJ2159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 182 AND
 BJ2159'STATE HIGHWAY 14 IN NEW IBERIA, FOLLOW STATE HIGHWAY 182 NORTHWEST
 BJ2159'FOR 5.20 MILES TO THE ENTRANCE TO THE ACADIANA REGIONAL AIRPORT ON
 BJ2159'THE LEFT, THEN DRIVE SOUTHWEST ALONG THE NORTH LANE OF THE DRIVE
 BJ2159'TO THE AIRPORT FOR 0.20 MILE TO THE STATION SET SOUTH OF THE DRIVE
 BJ2159'NEAR A FENCE.
 BJ2159
 BJ2159                          STATION RECOVERY (1970)
 BJ2159
 BJ2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RG)
 BJ2159'THE STATION MARK, STAMPED BURKE 1969, IS ABOUT 4.55 MILES NORTHWEST
 BJ2159'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT NEW IBERIA,
 BJ2159'THENCE 0.35 MILE SOUTHWEST ALONG A PAVED ROAD TO THE ACADIANA
 BJ2159'REGIONAL AIRPORT, 0.1 MILE EAST OF BENCH MARK X 170, 119 FEET
 BJ2159'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANES OF THE
 BJ2159'AIRPORT ENTRANCE ROAD, 2 FEET WEST OF A FENCE, 1.6 FEET WEST OF A
 BJ2159'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BJ2159'ENTRANCE ROAD, AND SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT
 BJ2159'LEVEL WITH THE SURFACE OF THE GROUND.
 BJ2159'
 BJ2159'R. M. 1, STAMPED BURKE RM 1 1969, IS 41.2 FEET NORTH OF THE
 BJ2159'STATION MARK, 91 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 BJ2159'LANES OF THE AIRPORT ENTRANCE ROAD, 52 FEET SOUTH OF A FENCE
 BJ2159'CORNER, 3 FEET WEST OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF
 BJ2159'THE ENTRANCE ROAD, AND SET IN THE TOP OF A CONCRETE POST THAT IS
 BJ2159'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 BJ2159'
 BJ2159'R. M. 2, STAMPED BURKE RM 2 1969, IS 77.8 FEET SOUTH OF THE STATION
 BJ2159'MARK, 170 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANES
 BJ2159'OF THE AIRPORT ENTRANCE ROAD, 10 FEET WEST OF A FENCE, 2 FEET BELOW
 BJ2159'THE LEVEL OF THE ENTRANCE ROAD, AND SET IN THE TOP OF A CONCRETE
 BJ2159'POST ABOUT 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
 BJ2159'
 BJ2159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.9 MILES
 BJ2159'NORTHWEST.
 BJ2159
 BJ2159                          STATION RECOVERY (1970)
 BJ2159
 BJ2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2159'4.9 MI NW FROM NEW IBERIA.
 BJ2159'ABOUT 4.55 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BJ2159'THE STATION AT NEW IBERIA, THENCE 0.35 MILE SOUTHWEST ALONG A PAVED
 BJ2159'ROAD TO THE ACADIANA REGIONAL AIRPORT, 0.1 MILE EAST OF BENCH MARK X
 BJ2159'170, 119 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANES OF
 BJ2159'THE AIRPORT ENTRANCE ROAD, 41.2 FEET SOUTH OF BURKE RM 1, 77.8 FEET
 BJ2159'NORTH OF BURKE RM 2, 2 FEET WEST OF A FENCE, 1.6 FEET WEST OF A METAL
 BJ2159'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ENTRANCE ROAD, AND
 BJ2159'SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT LEVEL WITH THE SURFACE
 BJ2159'OF THE GROUND.
 BJ2159
 BJ2159                          STATION RECOVERY (1975)
 BJ2159
 BJ2159'RECOVERY NOTE BY LOUISIANA DEPARTMENT OF PUBLIC WORKS 1975 (AL)
 BJ2159'MON. RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ2159'
 BJ2159'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI NW OF NEW IBERIA.
 BJ2159
 BJ2159                          STATION RECOVERY (1982)
 BJ2159
 BJ2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ2159'RECOVERED IN GOOD CONDITION.
 BJ2159
 BJ2159                          STATION RECOVERY (1983)
 BJ2159
 BJ2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BJ2159'STATION BURKE (LDH) 1969 IS LOCATED NEAR THE ENTRANCE TO THE AIRPORT.
 BJ2159'IT IS 120.0 FT (36.6 M) SE OF THE SOUTH LANE OF A FOUR LANE ROAD INTO
 BJ2159'THE AIRPORT, 98.0 FT (29.9 M) NORTH OF AN 8 INCH HACKBERRY, 92.7 FT
 BJ2159'(28.3 M) SSW OF AN FENCE CORNER, 2.1 FT (0.6 M) WEST OF A FENCE AND
 BJ2159'1.4 FT (0.4 M) WEST OF A WITNESS POST AND SIGN.  A STANDARD NOS DISK
 BJ2159'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  G-16209.
 BJ2159
 BJ2159                          STATION RECOVERY (1985)
 BJ2159
 BJ2159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (RJW)
 BJ2159'BURKE 1969 FOUND GOOD.
 BJ2159'
 BJ2159'STATION, RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
 BJ2159
 BJ2159                          STATION RECOVERY (1985)
 BJ2159
 BJ2159'RECOVERY NOTE BY US POWER SQUADRON 1985 (RJW)
 BJ2159'RECOVERED IN GOOD CONDITION.
 BJ2159
 BJ2159                          STATION RECOVERY (1992)
 BJ2159
 BJ2159'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ2159'RECOVERED IN GOOD CONDITION.
 BJ2159
 BJ2159                          STATION RECOVERY (1995)
 BJ2159
 BJ2159'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3037 ***********************************************************************
 BK3037  DESIGNATION -  BURNETT
 BK3037  PID         -  BK3037
 BK3037  STATE/COUNTY-  LA/BEAUREGARD
 BK3037  USGS QUAD   -  LONGVILLE (1994)
 BK3037
 BK3037                         *CURRENT SURVEY CONTROL
 BK3037  ___________________________________________________________________
 BK3037* NAD 83(1992)-  30 36 45.07087(N)    093 11 10.77784(W)     ADJUSTED  
 BK3037* NAVD 88     -        39.8    (meters)     131.     (feet)  VERTCON   
 BK3037  ___________________________________________________________________
 BK3037  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK3037  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK3037
 BK3037  HORZ ORDER  -  FIRST
 BK3037
 BK3037.The horizontal coordinates were established by classical geodetic methods
 BK3037.and adjusted by the National Geodetic Survey in January 1993..
 BK3037
 BK3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3037
 BK3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3037
 BK3037.The geoid height was determined by GEOID03.
 BK3037
 BK3037;                    North         East     Units Scale Factor Converg.
 BK3037;SPC LA S     -   235,601.695   822,330.515   MT  0.99998256   -0 55 35.5
 BK3037;SPC LA S     -   772,969.89  2,697,929.36   sFT  0.99998256   -0 55 35.5
 BK3037;UTM  15      - 3,386,675.457   482,140.545   MT  0.99960393   -0 05 41.6
 BK3037
 BK3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3037!SPC LA S     -   0.99999802  x   0.99998256  =   0.99998058
 BK3037!UTM  15      -   0.99999802  x   0.99960393  =   0.99960195
 BK3037
 BK3037|---------------------------------------------------------------------|
 BK3037| PID    Reference Object                     Distance      Geod. Az  |
 BK3037|                                                           dddmmss.s |
 BK3037| BK3034 TT 12 N USGS 1941                    99.906 METERS 02029     |
 BK3037| CV8171 BURNETT RM 1                         37.032 METERS 04502     |
 BK3037| CV8172 BURNETT RM 2                         47.047 METERS 17531     |
 BK3037| CV8173 BURNETT RM 3                                       1775454.9 |
 BK3037|---------------------------------------------------------------------|
 BK3037
 BK3037                          SUPERSEDED SURVEY CONTROL
 BK3037
 BK3037  NAD 83(1986)-  30 36 45.09017(N)    093 11 10.77003(W) AD(       ) 1
 BK3037  NAD 27      -  30 36 44.37798(N)    093 11 10.19676(W) AD(       ) 1
 BK3037  NGVD 29 (07/19/86)   39.8    (m)          131.     (f) VERT ANG       
 BK3037
 BK3037.Superseded values are not recommended for survey control.
 BK3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3037.See file dsdata.txt to determine how the superseded data were derived.
 BK3037
 BK3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8214186675(NAD 83)
 BK3037_MARKER: DS = TRIANGULATION STATION DISK
 BK3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3037
 BK3037  HISTORY     - Date     Condition        Report By
 BK3037  HISTORY     - 1974     MONUMENTED       NGS
 BK3037
 BK3037                          STATION DESCRIPTION
 BK3037
 BK3037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3037'STATION IS ABOUT 10 MILES NORTHWEST OF REEVES, 9 MILES SOUTHWEST OF
 BK3037'THE SOUTH END OF LAKE BUNDICK, 3 MILES EAST OF LONGVILLE, JUST SOUTH
 BK3037'OF THE JUNCTION OF 2 PAVED ROADS AND ON THE PROPERTY OWNED BY MR.
 BK3037'CLINT BURNETT, ROUTE 1 BOX 195, LONGVILLE, LOUISIANA.  PHONE
 BK3037'NUMBER 725-3391.
 BK3037'
 BK3037'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 171, 190 AND
 BK3037'STATE HIGHWAY 110 IN LONGVILLE, GO EAST ON A PAVED ROAD FOR 3.0
 BK3037'MILES TO THE JUNCTION OF A PAVED ROAD ON THE LEFT AND A DRIVEWAY ON
 BK3037'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.05
 BK3037'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE
 BK3037'REFERENCE MARK 3 (AZ MK) FROM THE STATION, GO SOUTHWEST FOR
 BK3037'ABOUT 200 FEET TO A GATE.  PASS THROUGH THE GATE AND GO SOUTH ON A
 BK3037'TRACK ROAD FOR 0.2 MILE TO A FENCE CORNER AND THE MARK ON THE LEFT
 BK3037'AS DESCRIBED.
 BK3037'
 BK3037'THE STATION MARKS ARE STANDARD DISKS STAMPED BURNETT 1974.  THE
 BK3037'SURFACE MARK IS IN A ROUND CONCRETE POST WHICH IS ABOUT 4 INCHES
 BK3037'BELOW THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN
 BK3037'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 BK3037'SURFACE.  THEY ARE 143.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BK3037'MR. BURNETTS YARD FENCE, 110 FEET WEST OF THE SOUTHWEST CORNER OF AN
 BK3037'IMPLEMENT SHED, 69.5 FEET WEST OF CENTER OF A DRIVEWAY, 63 FEET
 BK3037'NORTH OF CENTER OF A DRIVEWAY AND 55.5 FEET WEST OF A FIRE HYDRANT.
 BK3037'
 BK3037'REFERENCE MARK 1, STAMPED BRUNETT NO 1 1974, IS A STANDARD DISK SET
 BK3037'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 86 FEET
 BK3037'NORTHEAST OF A FIRE HYDRANT.  40 FEET NORTHWEST OF THE NORTHWEST
 BK3037'CORNER OF THE IMPLEMENT SHED, 16 FEET EAST OF A DRIVEWAY AND 2
 BK3037'FEET NORTHWEST OF A FENCE CORNER AND METAL WITNESS POST.
 BK3037'
 BK3037'REFERENCE MARK 2, STAMPED BURNETT NO 2 1974, IS A STANDARD DISK SET
 BK3037'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 BK3037'GROUND.  IT IS 115 FEET WEST OF THE SOUTHWEST CORNER OF THE YARD
 BK3037'FENCE, 91 FEET SOUTH OF CENTER OF A DRIVEWAY, 37 FEET SOUTHWEST OF
 BK3037'THE SOUTH 1 OF 2 LARGE OAK TREES, 1 FOOT NORTH OF A FENCE AND 1 FOOT
 BK3037'NORTHWEST OF A METAL WITNESS POST.
 BK3037'
 BK3037'REFERENCE MARK 3, STAMPED BURNETT NO 3 AZ 1974, IS STANDARD DISK SET
 BK3037'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 BK3037'GROUND.  IT IS 110 FEET EAST OF CENTER A TRACK ROAD, 77 FEET EAST
 BK3037'OF A FENCE CORNER, 30 FEET NORTH OF A 14-INCH OAK TREE, 1.5 FEET
 BK3037'WEST-SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A
 BK3037'FENCE.
 BK3037'
 BK3037'TT 12 N, STAMPED TT 12 N 1934, IS A U. S. GEOLOGICAL SURVEY BENCH
 BK3037'MARK DISK SET IN A 6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 14
 BK3037'INCHES ABOVE THE GROUND.  IT IS 36 FEET SOUTHEAST OF CENTER OF THE
 BK3037'JUNCTION OF 2 PAVED ROADS, 29 FEET SOUTH OF CENTER OF A PAVED ROAD,
 BK3037'27 FEET EAST OF CENTER OF A DRIVEWAY AND 4 FEET EAST OF A FENCE.
 BK3037'
 BK3037'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BK3037'
 BK3037'NEAREST TOWN--LONGVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4518 ***********************************************************************
 BJ4518  DESIGNATION -  BURNS
 BJ4518  PID         -  BJ4518
 BJ4518  STATE/COUNTY-  LA/ASCENSION
 BJ4518  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4518
 BJ4518                         *CURRENT SURVEY CONTROL
 BJ4518  ___________________________________________________________________
 BJ4518* NAD 83(1992)-  30 19 56.03550(N)    090 54 35.19981(W)     ADJUSTED  
 BJ4518* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 BJ4518  ___________________________________________________________________
 BJ4518  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ4518  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ4518
 BJ4518  HORZ ORDER  -  FIRST
 BJ4518
 BJ4518.The horizontal coordinates were established by classical geodetic methods
 BJ4518.and adjusted by the National Geodetic Survey in January 1993..
 BJ4518
 BJ4518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4518
 BJ4518.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4518
 BJ4518.The geoid height was determined by GEOID03.
 BJ4518
 BJ4518;                    North         East     Units Scale Factor Converg.
 BJ4518;SPC LA S     -   203,168.824 1,040,728.053   MT  0.99994241   +0 12 42.4
 BJ4518;SPC LA S     -   666,563.05  3,414,455.29   sFT  0.99994241   +0 12 42.4
 BJ4518;UTM  15      - 3,357,451.857   700,944.204   MT  1.00009817   +1 03 21.4
 BJ4518
 BJ4518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4518!SPC LA S     -   1.00000303  x   0.99994241  =   0.99994544
 BJ4518!UTM  15      -   1.00000303  x   1.00009817  =   1.00010120
 BJ4518
 BJ4518:                Primary Azimuth Mark                     Grid Az
 BJ4518:SPC LA S     -  BURNS RM 3                               089 40 57.3
 BJ4518:UTM  15      -  BURNS RM 3                               088 50 18.3
 BJ4518
 BJ4518|---------------------------------------------------------------------|
 BJ4518| PID    Reference Object                     Distance      Geod. Az  |
 BJ4518|                                                           dddmmss.s |
 BJ4518| CW1168 BURNS RM 3                                         0895339.7 |
 BJ4518| CW1166 BURNS RM 1                           44.565 METERS 09324     |
 BJ4518| BJ4433 ST AMANT                            APPROX.12.1 KM 1443124.8 |
 BJ4518| CW1167 BURNS RM 2                           28.037 METERS 18002     |
 BJ4518|---------------------------------------------------------------------|
 BJ4518
 BJ4518                          SUPERSEDED SURVEY CONTROL
 BJ4518
 BJ4518  NAD 83(1986)-  30 19 56.05266(N)    090 54 35.19866(W) AD(       ) 1
 BJ4518  NAD 27      -  30 19 55.35555(N)    090 54 34.84230(W) AD(       ) 1
 BJ4518  NGVD 29 (07/19/86)    7.7    (m)           25.     (f) VERT ANG       
 BJ4518
 BJ4518.Superseded values are not recommended for survey control.
 BJ4518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4518.See file dsdata.txt to determine how the superseded data were derived.
 BJ4518
 BJ4518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0094457452(NAD 83)
 BJ4518_MARKER: DS = TRIANGULATION STATION DISK
 BJ4518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4518
 BJ4518  HISTORY     - Date     Condition        Report By
 BJ4518  HISTORY     - 1973     MONUMENTED       NGS
 BJ4518
 BJ4518                          STATION DESCRIPTION
 BJ4518
 BJ4518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4518'THE STATION IS LOCATED 6.5 MILES EAST-SOUTHEAST OF FOREMAN, 6.4 MILES
 BJ4518'NORTH-NORTHEAST OF GONZALES, AND 3.3 MILES WEST OF PORT VINCENT ON
 BJ4518'THE PROPERTY OF MR. OVIDE J. BURNS WHO LIVES AT THE STATION SITE.
 BJ4518'PHONE NO. 622-1167.
 BJ4518'
 BJ4518'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 BJ4518'U.S. HIGHWAY 61 AND STATE HIGHWAY 44 IN GONZALES GO NORTH ON STATE
 BJ4518'HIGHWAY 44 FOR 5.5 MILES TO A Y FORK AND JUNCTION WITH STATE
 BJ4518'HIGHWAY 42.  BEAR RIGHT ON STATE HIGHWAY 42 AND GO EAST 1.0 MILE TO
 BJ4518'MR. BURNS DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH ABOUT 120
 BJ4518'FEET TO THE MARK IN THE LAWN ON THE LEFT.
 BJ4518'
 BJ4518'THE STATION MARK IS A STANDARD DISK STAMPED BURNS 1973 CEMENTED IN
 BJ4518'THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT SET FLUSH
 BJ4518'WITH THE GROUND.  IT IS 97 FEET SOUTHWEST OF A 60 INCH OAK TREE, 71
 BJ4518'FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 55 FEET EAST OF A
 BJ4518'14 INCH PEAR TREE, AND 49 FEET NORTHWEST OF A 34 INCH PINE TREE.
 BJ4518'
 BJ4518'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURNS NO 1 1973 CEMENTED
 BJ4518'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 BJ4518'PROJECTING 1 INCH ABOVE GROUND.  IT IS 82.2 FEET SOUTH OF THE FRONT
 BJ4518'DOOR OF THE HOUSE, 74 FEET SOUTHEAST OF A 60 INCH OAK TREE AND 2.8
 BJ4518'FEET WEST OF A 10 INCH OAK TREE.
 BJ4518'
 BJ4518'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURNS NO 2 1973 CEMENTED
 BJ4518'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT SET
 BJ4518'FLUSH WITH THE GROUND.  IT IS 88 FEET SOUTH-SOUTHEAST OF A 14 INCH
 BJ4518'PEAR TREE, 77 FEET SOUTH-SOUTHWEST OF A 34 INCH PINE TREE, AND 7
 BJ4518'FEET NORTH OF AN 8 INCH PINE TREE.
 BJ4518'
 BJ4518'REFERENCE MARK 3 WHICH SERVES AS AN AZIMUTH MARK IS A STANDARD DISK
 BJ4518'STAMPED BURNS NO 3 1973 CEMENTED IN THE TOP OF A 12 INCH DIAMETER
 BJ4518'CYLINDRICAL CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE
 BJ4518'GROUND.  IT IS 30.5 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 BJ4518'42, 10 FEET EAST-NORTHEAST OF THE BASE OF POWERLINE POLE NUMBER 102,
 BJ4518'AND 1.3 FEET EAST OF A METAL WITNESS POST.  TO REACH REFERENCE MARK
 BJ4518'3 FROM THE STATION RETURN TO STATE HIGHWAY 42 AND THE DRIVEWAY
 BJ4518'ENTRANCE.  TURN LEFT AND GO EAST 0.15 MILE TO A SIDE ROAD ON THE
 BJ4518'RIGHT AND THE MARK IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 BJ4518'
 BJ4518'REFERENCE MARK 1 TO REFERENCE MARK 2 WAS NOT MEASURED BECAUSE OF
 BJ4518'TREES.
 BJ4518'
 BJ4518'HEIGHT OF LIGHT ABOVE STATION MARK 34.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3014 ***********************************************************************
 CQ3014  DESIGNATION -  BURNS
 CQ3014  PID         -  CQ3014
 CQ3014  STATE/COUNTY-  LA/WEBSTER
 CQ3014  USGS QUAD   -  ADA (1986)
 CQ3014
 CQ3014                         *CURRENT SURVEY CONTROL
 CQ3014  ___________________________________________________________________
 CQ3014* NAD 83(1992)-  32 35 28.64308(N)    093 14 20.30325(W)     ADJUSTED  
 CQ3014* NAVD 88     -       119.5    (meters)     392.     (feet)  VERTCON   
 CQ3014  ___________________________________________________________________
 CQ3014  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CQ3014  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3014
 CQ3014  HORZ ORDER  -  FIRST
 CQ3014
 CQ3014.The horizontal coordinates were established by classical geodetic methods
 CQ3014.and adjusted by the National Geodetic Survey in January 1993..
 CQ3014
 CQ3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3014
 CQ3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3014
 CQ3014.The geoid height was determined by GEOID03.
 CQ3014
 CQ3014;                    North         East     Units Scale Factor Converg.
 CQ3014;SPC LA N     -   232,114.380   930,625.613   MT  0.99998368   -0 23 26.5
 CQ3014;SPC LA N     -   761,528.60  3,053,227.53   sFT  0.99998368   -0 23 26.5
 CQ3014;UTM  15      - 3,606,003.960   477,573.742   MT  0.99960620   -0 07 43.4
 CQ3014
 CQ3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3014!SPC LA N     -   0.99998529  x   0.99998368  =   0.99996897
 CQ3014!UTM  15      -   0.99998529  x   0.99960620  =   0.99959150
 CQ3014
 CQ3014|---------------------------------------------------------------------|
 CQ3014| PID    Reference Object                     Distance      Geod. Az  |
 CQ3014|                                                           dddmmss.s |
 CQ3014| CX5099 BURNS RM 1                           34.177 METERS 00956     |
 CQ3014| CX5098 BURNS AZ MK                                        0464933.3 |
 CQ3014| CQ2997 GIBSLAND MUNICIPAL TANK             APPROX.18.2 KM 1071556.1 |
 CQ3014| CQ3000 GIBSLAND COLEMANS COLLEGE CUP       APPROX.17.7 KM 1093604.7 |
 CQ3014| CQ2995 FT WORTH ATLANTA AIRWAY BCN 25      APPROX.18.9 KM 1103029.9 |
 CQ3014| CQ3017 BURNS RM 2                          191.090 METERS 11524     |
 CQ3014| CX5100 BURNS RM 3                           19.570 METERS 11838     |
 CQ3014| CQ3088 HEFLIN                              APPROX.15.9 KM 1704252.5 |
 CQ3014| CQ3011 60B007                              APPROX. 1.7 KM 1895323.6 |
 CQ3014| CQ3025 FT WORTH ATLANTA AIRWAY BCN 23      APPROX. 8.2 KM 2195824.1 |
 CQ3014| CQ3042 SIBLEY MUN TANK                     APPROX. 7.5 KM 2265804.1 |
 CQ3014| CQ3047 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX.15.0 KM 2563308.2 |
 CQ3014| CQ3244 FT WORTH ATLANTA AIRWAY BCN 22      APPROX.28.1 KM 2565048.0 |
 CQ3014| CQ3044 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX.13.6 KM 2601446.2 |
 CQ3014| CQ3035 MINDEN COURTHOUSE DOME              APPROX. 5.2 KM 3000609.3 |
 CQ3014| CQ3036 MINDEN MUNICIPAL TANK               APPROX. 5.1 KM 3040518.9 |
 CQ3014| CQ3041 MINDEN MUNICIPAL TANK               APPROX. 5.1 KM 3043139.5 |
 CQ3014|---------------------------------------------------------------------|
 CQ3014
 CQ3014                          SUPERSEDED SURVEY CONTROL
 CQ3014
 CQ3014  NAD 83(1986)-  32 35 28.65588(N)    093 14 20.29579(W) AD(       ) 1
 CQ3014  NAD 27      -  32 35 28.11400(N)    093 14 19.69700(W) AD(       ) 1
 CQ3014  NGVD 29 (07/19/86)  119.6    (m)          392.     (f) VERT ANG       
 CQ3014
 CQ3014.Superseded values are not recommended for survey control.
 CQ3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3014.See file dsdata.txt to determine how the superseded data were derived.
 CQ3014
 CQ3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7757406004(NAD 83)
 CQ3014_MARKER: DS = TRIANGULATION STATION DISK
 CQ3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3014
 CQ3014  HISTORY     - Date     Condition        Report By
 CQ3014  HISTORY     - 1931     MONUMENTED       CGS
 CQ3014  HISTORY     - 1941     GOOD             CGS
 CQ3014  HISTORY     - 1961     GOOD             CGS
 CQ3014  HISTORY     - 1966     GOOD             CGS
 CQ3014  HISTORY     - 1969     GOOD             CGS
 CQ3014  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3014
 CQ3014                          STATION DESCRIPTION
 CQ3014
 CQ3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ3014'STATION IS ABOUT 4 MILES SE OF MINDEN, ON LAND OWNED BY WREN
 CQ3014'AND TURNER OF MINDEN AND OCCUPIED BY J.F. BURNS, 1/2 MILE S OF
 CQ3014'HIGHWAY 80, 1/2 MILE E OF ROAD TO DUBBERLY, 1/2 MILE NE OF
 CQ3014'HOUSE OCCUPIED BY MR. BURNS, IN A SMALL CULTIVATED FIELD ON
 CQ3014'SUMMIT OF A HIGH GRAVELLY HILL, 36.9 METERS (121 FEET) N BY W
 CQ3014'OF NW CORNER OF NEGRO CABIN OCCUPIED BY KELLY BISHOP, AND 13.2
 CQ3014'METERS (43 FEET) N BY E OF NE CORNER OF SMALL CRIB.  SURFACE
 CQ3014'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 CQ3014'REFERENCE MARKS ARE
 CQ3014'STANDARD REFERENCE DISKS SET IN CONCRETE, AS DESCRIBED IN
 CQ3014'REFERENCE MARK NO. 1 IS AT N EDGE OF THE FIELD,
 CQ3014'34.16 METERS (112.1 FEET) FROM STATION, N 9 DEG 55 MIN E
 CQ3014'55 MIN.  REFERENCE MARK NO. 2 IS 4 METERS (13 FEET) N OF A
 CQ3014'WAGON ROAD, AND 185 METERS (607 FEET) FROM STATION
 CQ3014'S 64 DEG 36 MIN E.
 CQ3014
 CQ3014                          STATION RECOVERY (1941)
 CQ3014
 CQ3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3014'STATION RECOVERED IN GOOD CONDITION, AND AS DESCRIBED EXCEPT
 CQ3014'FOR THE MEASUREMENT TO REFERENCE MARK NO. 2 AND SOME CHANGES
 CQ3014'IN THE LOCALITY.  COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS
 CQ3014'ABOUT 4 MILES SE OF MINDEN, 1/2 MILE S OF U.S. HIGHWAY 80,
 CQ3014'1/2 MILE E OF THE ROAD TO DUBBERLY ON THE SUMMIT OF A HIGH
 CQ3014'BRUSHY HILL ON PROPERTY OF WILLIAM GLEASON.
 CQ3014'
 CQ3014'THE MARK, A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 CQ3014'IS 121 FEET N BY W OF THE NW CORNER OF A CABIN,
 CQ3014'AND STAMPED BURNS 1931 AND PROJECTS 6 INCHES.
 CQ3014'
 CQ3014'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 CQ3014'AS DESCRIBED IN NOTE 11A, IS JUST OFF THE SUMMIT OF THE HILL,
 CQ3014'STAMPED BURNS NO. 1 1931 AND PROJECTS 6 INCHES.
 CQ3014'
 CQ3014'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 CQ3014'IS ACROSS BRUSHY RAVINE AND ABOUT
 CQ3014'10 FEET LOWER THAN THE STATION, 13 FEET N OF THE CENTER LINE
 CQ3014'OF TRACK ROAD, IS STAMPED BURNS NO. 2 1931 AND PROJECTS 6 INCHES.
 CQ3014'
 CQ3014'AZIMUTH MARK, A STANDARD BRONZE DISK SET IN A SQUARE BLOCK OF
 CQ3014'CONCRETE WAS ESTABLISHED 52 FEET N OF THE CENTER LINE OF U.S.
 CQ3014'HIGHWAY 80, 35 FEET S BY W OF WHITE FRAME CHURCH, AND 3 FEET
 CQ3014'WNW OF WHITE REFERENCE POST.  IT IS STAMPED BURNS 1941 AND
 CQ3014'PROJECTS 4 INCHES.
 CQ3014'
 CQ3014'TO REACH FROM MINDEN GO S AND E ON U.S. HIGHWAY 80 FOR 3.6
 CQ3014'MILES TO THE AZIMUTH MARK ON THE N SIDE OF THE HIGHWAY JUST
 CQ3014'SW OF A FRAME CHURCH.  CONTINUE 0.1 MILE AND TURN RIGHT, S,
 CQ3014'OFF THE HIGHWAY JUST E OF A GUARD RAIL, FOLLOW TRACK ROAD S
 CQ3014'AND W FOR 0.6 MILE TO REFERENCE MARK NO. 2 ON THE RIGHT SIDE
 CQ3014'OF THE ROAD, THEN CONTINUE W AND NW ON THE TRACK ROAD FOR 0.2
 CQ3014'MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 CQ3014
 CQ3014                          STATION RECOVERY (1961)
 CQ3014
 CQ3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 CQ3014'THE STATION WAS VISITED 5-3-61 WHEN THE AZIMUTH MARK WAS REQUESTED
 CQ3014'MOVED BY THE PASTOR OF THE BEECH SPRINGS BAPTIST CHURCH.  THE
 CQ3014'STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 AND THE AZIMUTH
 CQ3014'MARK WERE FOUND IN GOOD CONDITION.  DUE TO THE DENSE GROWTH OF
 CQ3014'TIMBER BETWEEN THE AZIMUTH MARK AND THE STATION, THE AZIMUTH
 CQ3014'MARK COULD NOT BE MOVED.  THE MARK WAS DESTROYED AT THIS DATE.
 CQ3014'THE REFERENCE MARK NO. 2 IS 626 FEET FROM THE STATION AND
 CQ3014'CAN SERVE AS THE AZIMUTH MARK, HOWEVER CONSIDERABLE CLEARING
 CQ3014'WILL BE NECESSARY TO MAKE THE REFERENCE MARK VISIBLE.  THE CABIN
 CQ3014'AND CULTIVATED FIELD MENTIONED IN THE ORIGINAL DESCRIPTION
 CQ3014'ARE GONE, THE CABIN HAS BEEN TORN DOWN AND THE FIELD HAS
 CQ3014'GROWN UP IN TREES.  A NEW DESCRIPTION FOLLOWS--
 CQ3014'
 CQ3014'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF MINDEN, 0.6 MILE
 CQ3014'SOUTHWEST OF THE BEECH SPRING BAPTIST CHURCH AND ABOUT 0.5
 CQ3014'MILE SOUTH OF U.S. HIGHWAY 80 ON A LOW HILL COVERED WITH TIMBER
 CQ3014'ABOUT 0.4 MILE WEST OF A HOUSE OWNED BY FRANK YOUNGBLOOD.  IT
 CQ3014'IS 18 FEET WEST OF A DIM TRACK ROAD, 10 FEET NORTHEAST OF A
 CQ3014'BLAZED 6 INCH HICKORY TREE, 30 FEET WEST OF A 2 FOOT PINE TREE
 CQ3014'WITH A TRIANGULAR BLAZE ON THE WEST SIDE AND 35 FEET WEST
 CQ3014'OF A 2-FOOT PINE TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST
 CQ3014'SIDE.  IT IS A STANDARD DISK, STAMPED BURNS 1931, PROJECTING
 CQ3014'3 INCHES.
 CQ3014'
 CQ3014'REFERENCE MARK NO. 1 IS 112.09 FEET NORTH-NORTHEAST OF THE
 CQ3014'STATION, 20 FEET NORTH-NORTHWEST OF A 2-FOOT PINE TREE BLAZED
 CQ3014'ON THE SOUTH SIDE AND 18 FEET WEST OF A DIM NORTH-SOUTH TRACK
 CQ3014'ROAD.  IT IS A STANDARD DISK, STAMPED BURNS NO 1 1931, PROJECTING
 CQ3014'3 INCHES.
 CQ3014'
 CQ3014'REFERENCE MARK NO. 2 IS 626.91 FEET FROM THE STATION S 64 DEG 36 MIN
 CQ3014'E.  ACROSS A RAVINE FROM THE STATION AND AT
 CQ3014'THE NORTH EDGE OF A OPEN FIELD, 11 FEET SOUTHWEST OF A 2-FOOT
 CQ3014'TRIANGULAR BLAZED PINE TREE, 7 FEET NORTHEAST OF A 2-FOOT
 CQ3014'TRIANGULAR BLAZED PINE TREE, 65 FEET WEST OF A FENCE LINE,
 CQ3014'15 FEET NORTH OF THE EDGE OF THE FIELD, AND 1 FOOT NORTH OF A
 CQ3014'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BURNS NO 2
 CQ3014'1931, PROJECTING 3 INCHES.
 CQ3014'
 CQ3014'TO REACH FROM THE COURTHOUSE SQUARE AT MINDEN GO EAST AND
 CQ3014'SOUTHEAST ON U.S. HIGHWAY 80 TO THE BEECH SPRINGS BAPTIST
 CQ3014'CHURCH ON THE LEFT, CONTINUE EAST FOR 0.2 MILE TO A CROSSROAD,
 CQ3014'TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO A SIDE ROAD RIGHT,
 CQ3014'TURN RIGHT AND GO WEST FOR 0.25 MILE TO THE YOUNGBLOOD HOUSE,
 CQ3014'PASS BETWEEN THE HOUSES AND GO THROUGH A WIRE GATE AND FOLLOW
 CQ3014'A TRACK ROAD WEST FOR 0.3 MILE TO A WIRE FENCE AND A SMALL
 CQ3014'FIELD TO THE SOUTHWEST, CROSS FENCE AND GO WEST FOR 65 FEET
 CQ3014'TO REFERENCE MARK NO. 2, FROM HERE GO 626 FEET AN A BEARING
 CQ3014'OF N 64 DEG 36 MIN W TO THE STATION.
 CQ3014
 CQ3014                          STATION RECOVERY (1966)
 CQ3014
 CQ3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ3014'STATION IS ABOUT 3 MILES EAST OF MINDEN, LA., .5 MILE SOUTH OF
 CQ3014'U.S. HWY 80 AND .75 MILE NORTH OF INTERSTATE 20 AND .5 MILE
 CQ3014'EAST OF LA HWY 531 TO DUBBERLY, LA.  STATION IS ON SUMMIT OF A
 CQ3014'HILL COVERED WITH PINE TIMBER.
 CQ3014'
 CQ3014'REFERENCE MARK NO. 1.  A STANDARD BRONZE DISK SET IN CONCRETE
 CQ3014'IS JUST OFF SUMMIT OF THE HILL.  MARK IS STAMPED BURNS NO. 1,
 CQ3014'1931.
 CQ3014'
 CQ3014'REFERENCE MARK NO. 2.  A STANDARD BRONZE DISK SET IN CONCRETE
 CQ3014'NEXT TO A FENCE RUNNING EAST AND WEST AND IS SOUTHEAST OF
 CQ3014'STATION.  MARK IS STAMPED BURNS NO. 2, 1931.
 CQ3014'
 CQ3014'TO REACH STATION FROM THE COURTHOUSE IN MINDEN, LA., FOLLOW
 CQ3014'U.S. HWY 79 AND 80 WEST FOR 0.10 MILE TO THE INTERSECTION WITH
 CQ3014'LA HWY 7, THENCE SOUTH ALONG LA HWY 7 FOR 1.71 MILES TO THE
 CQ3014'SIBLEY OVERPASS AND INTER CHANGE ON INTERSTATE 30, THENCE
 CQ3014'EAST ALONG INTERSTATE 20 FOR 2.77 MILES TO THE INTERCHANGE
 CQ3014'OF LA HWY 531, THENCE NORTH ALONG LA HWY 531 FOR 0.75 MILE TO
 CQ3014'GAS LINE RIGHT OF WAY EAST OF HIGHWAY, THENCE EAST ALONG GAS
 CQ3014'LINE RIGHT OF WAY FOR ABOUT .5 MILE TO DIM ROAD LEADING SOUTH
 CQ3014'TO CREST OF HILL AND TO STATION.
 CQ3014
 CQ3014                          STATION RECOVERY (1969)
 CQ3014
 CQ3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3014'UNABLE TO MEASURE BETWEEN RMS DUE TO OBSTRUCTIONS.
 CQ3014'
 CQ3014'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 CQ3014'CONDITION, HOWEVER, REFERENCE MARK 2 COULD NOT BE MEASURED DUE TO
 CQ3014'THE OBSTRUCTION OF TREES THAT WERE NOT CUT AT THE LAND OWNERS
 CQ3014'REQUEST.  A REFERENCE MARK 3 WAS ESTABLISHED.
 CQ3014'
 CQ3014'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF SIBLEY, 4 MILES
 CQ3014'NORTH OF DUBBERLY AND 3-1/2 MILES SOUTHEAST OF MINDEN, IN THE
 CQ3014'NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 36, T 19 N, R 9 W,
 CQ3014'ON PROPERTY OWNED BY MR. RALPH HOCK.
 CQ3014'
 CQ3014'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CQ3014'STATE HIGHWAY 531, ABOUT 3 MILES NORTH OF DUBBERLY, GO NORTH ON
 CQ3014'STATE HIGHWAY 531 FOR 0.7 MILE TO A DRIVE WAY RIGHT, TURN RIGHT AND
 CQ3014'GO EAST ON DRIVEWAY PASSING TO THE RIGHT OF MR. HOCKS HOUSE FOR 0.4
 CQ3014'MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE ON FARM ROAD
 CQ3014'FOR 0.25 MILE TO THE NORTHEAST CORNER OF THE OPEN FIELD, GO EAST FOR
 CQ3014'25 YARDS TO A TRIANGLE BLAZED PINE TREE ON THE LEFT, TURN LEFT
 CQ3014'AROUND PINE TREE AND GO NORTH FOR 25 YARDS TO A GATE, PASS THROUGH
 CQ3014'GATE AND PICK ROAD NORTHWEST ABOUT 0.1 MILE TO THE SUMMIT OF
 CQ3014'HILL AND STATION.
 CQ3014'
 CQ3014'STATION MARK IS A STANDARD DISK, STAMPED BURNS 1931, SET IN THE TOP
 CQ3014'OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CQ3014'64 FEET SOUTHEAST OF A DIM TRACK ROAD, 57.5 FEET SOUTH OF A 16-INCH
 CQ3014'PINE TREE AND 2 FEET WEST OF A METAL WITNESS POST WITH A SIGN
 CQ3014'ATTACHED.
 CQ3014'
 CQ3014'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURNS NO 1 1931, SET IN
 CQ3014'THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 CQ3014'INCHES.  IT IS 112.4 FEET NORTH OF THE METAL WITNESS POST, 60 FEET
 CQ3014'NORTH OF A DIM TRACK ROAD AND 55 FEET NORTH OF A 16-INCH PINE.
 CQ3014'
 CQ3014'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURNS NO 2 1931, SET IN
 CQ3014'THE TOP OF A 14-INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 CQ3014'IS 64 FEET WEST OF A T-INTERSECTION OF FENCES, 8 FEET EAST OF A
 CQ3014'16-INCH PINE TREE WITH A TRIANGULAR BLAZE, 6.5 FEET NORTH OF A
 CQ3014'FENCE AND 1.4 FEET NORTHWEST OF A METAL WITNESS POST WITH A SIGN
 CQ3014'ATTACHED.  THIS MARK IS APPROXIMATELY 627 FEET SOUTHEAST OF
 CQ3014'THE STATION MARK.
 CQ3014'
 CQ3014'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BURNS 1931 NO 3 1969,
 CQ3014'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3014'PROJECTS 4 INCHES.  IT IS 66 FEET SOUTHEAST OF THE METAL WITNESS
 CQ3014'POST AND 10 FEET NORTH-NORTHWEST OF A 10-INCH PINE TREE.
 CQ3014'
 CQ3014'NO SUITABLE PLACE FOR AN AZIMUTH MARK WAS FOUND.
 CQ3014'
 CQ3014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 CQ3014'SOUTHEAST OF MINDEN.
 CQ3014'
 CQ3014'HEIGHT OF LIGHT ABOVE STATION MARK 86.08 FEET.
 CQ3014
 CQ3014                          STATION RECOVERY (1997)
 CQ3014
 CQ3014'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3017 ***********************************************************************
 CQ3017  DESIGNATION -  BURNS RM 2
 CQ3017  PID         -  CQ3017
 CQ3017  STATE/COUNTY-  LA/WEBSTER
 CQ3017  USGS QUAD   -  ADA (1986)
 CQ3017
 CQ3017                         *CURRENT SURVEY CONTROL
 CQ3017  ___________________________________________________________________
 CQ3017* NAD 83(1992)-  32 35 25.98176(N)    093 14 13.68434(W)     ADJUSTED  
 CQ3017* NAVD 88     -       116.     (meters)     381.     (feet)  VERTCON   
 CQ3017  ___________________________________________________________________
 CQ3017  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CQ3017  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ3017
 CQ3017  HORZ ORDER  -  SECOND
 CQ3017
 CQ3017.The horizontal coordinates were established by classical geodetic methods
 CQ3017.and adjusted by the National Geodetic Survey in January 1993..
 CQ3017
 CQ3017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3017
 CQ3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3017
 CQ3017.The geoid height was determined by GEOID03.
 CQ3017
 CQ3017;                    North         East     Units Scale Factor Converg.
 CQ3017;SPC LA N     -   232,031.226   930,797.658   MT  0.99998353   -0 23 23.0
 CQ3017;SPC LA N     -   761,255.78  3,053,791.98   sFT  0.99998353   -0 23 23.0
 CQ3017;UTM  15      - 3,605,921.625   477,746.101   MT  0.99960611   -0 07 39.8
 CQ3017
 CQ3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3017!SPC LA N     -   0.99998586  x   0.99998353  =   0.99996939
 CQ3017!UTM  15      -   0.99998586  x   0.99960611  =   0.99959197
 CQ3017
 CQ3017                          SUPERSEDED SURVEY CONTROL
 CQ3017
 CQ3017  NAD 83(1986)-  32 35 25.99457(N)    093 14 13.67691(W) AD(       ) 2
 CQ3017  NAD 27      -  32 35 25.45209(N)    093 14 13.07638(W) AD(       ) 2
 CQ3017  NGVD 29 (07/19/86)  116.     (m)          381.     (f) VERT ANG       
 CQ3017
 CQ3017.Superseded values are not recommended for survey control.
 CQ3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3017.See file dsdata.txt to determine how the superseded data were derived.
 CQ3017
 CQ3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7774605922(NAD 83)
 CQ3017_MARKER: DR = REFERENCE MARK DISK
 CQ3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3017+STABILITY: SURFACE MOTION
 CQ3017
 CQ3017  HISTORY     - Date     Condition        Report By
 CQ3017  HISTORY     - 1966     MONUMENTED       LADH
 CQ3017  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3017
 CQ3017                          STATION DESCRIPTION
 CQ3017
 CQ3017'DESCRIBED BY LA DEPT OF HIGHWAYS 1966
 CQ3017'SEE STATION BURNS
 CQ3017
 CQ3017                          STATION RECOVERY (1997)
 CQ3017
 CQ3017'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2562 ***********************************************************************
 AU2562  DESIGNATION -  BURNS UNITED GAS PL CO MAST
 AU2562  PID         -  AU2562
 AU2562  STATE/COUNTY-  LA/ST MARY
 AU2562  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU2562
 AU2562                         *CURRENT SURVEY CONTROL
 AU2562  ___________________________________________________________________
 AU2562* NAD 83(1992)-  29 34 17.36357(N)    091 31 50.94910(W)     ADJUSTED  
 AU2562* NAVD 88     -                                                        
 AU2562  **This station is located in a subsidence area (see below).
 AU2562  ___________________________________________________________________
 AU2562  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2562  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AU2562
 AU2562  HORZ ORDER  -  THIRD
 AU2562
 AU2562.The horizontal coordinates were established by classical geodetic methods
 AU2562.and adjusted by the National Geodetic Survey in January 1993..
 AU2562
 AU2562 ** The orthometric height has not been validated since last determined
 AU2562 ** by differential leveling and should not be used for control purposes.
 AU2562 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2562 ** area with valid NAVD 88 orthometric heights.
 AU2562 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2562 ** epoch indicated which incorporates improved geoid heights for the
 AU2562 ** Southern Louisiana Subsidence area.
 AU2562 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2562
 AU2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2562
 AU2562.The geoid height was determined by GEOID03.
 AU2562
 AU2562;                    North         East     Units Scale Factor Converg.
 AU2562;SPC LA S     -   118,786.136   980,864.891   MT  0.99995364   -0 05 55.5
 AU2562;SPC LA S     -   389,717.51  3,218,054.23   sFT  0.99995364   -0 05 55.5
 AU2562;UTM  15      - 3,272,205.076   642,311.951   MT  0.99984989   +0 43 30.6
 AU2562
 AU2562                          SUPERSEDED SURVEY CONTROL
 AU2562
 AU2562  NAD 83(1986)-  29 34 17.38710(N)    091 31 50.94550(W) AD(       ) 4
 AU2562  NAD 27      -  29 34 16.62600(N)    091 31 50.56800(W) AD(       ) 3
 AU2562
 AU2562.Superseded values are not recommended for survey control.
 AU2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2562.See file dsdata.txt to determine how the superseded data were derived.
 AU2562
 AU2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4231272205(NAD 83)
 AU2562_MARKER: 42 = RADIO/TV MAST
 AU2562
 AU2562  HISTORY     - Date     Condition        Report By
 AU2562  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2562
 AU2562                          STATION DESCRIPTION
 AU2562
 AU2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2562'THE STATION IS LOCATED AT THE UNITED GAS AND PIPLINE COMPANY
 AU2562'EMPLOYEES HEADQUARTERS BUILDINGS WHICH ARE ABOUT 18 MILES
 AU2562'SOUTH-SOUTHWEST ALONG STATE ROUTE 60 FROM THE MAIN INTERSECTION
 AU2562'AND TRAFFIC LIGHT IN CENTERVILLE, 4 MILES SOUTH OF SOUTH
 AU2562'BEND, ON THE EAST SIDE OF THE HIGHWAY, AT THE END OF THE
 AU2562'PAVEMENT, AND 1 MILE NORTH FROM THE END OF ROAD AT THE TEXACO CO.
 AU2562'DOCKS AND BUILDINGS ON BAYOU SALE.
 AU2562'
 AU2562'IT IS A 350 FOOT STEEL MAST NEAR THE CENTER OF FENCED ENCLOSURE
 AU2562'AND IS 1000 FEET FROM THE TRANSMITTER.  THERE IS A RED FLASHING
 AU2562'LIGHT ON TOP WHICH WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0818 ***********************************************************************
 AT0818  DESIGNATION -  BURRWOOD 1921
 AT0818  PID         -  AT0818
 AT0818  STATE/COUNTY-  LA/PLAQUEMINES
 AT0818  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0818
 AT0818                         *CURRENT SURVEY CONTROL
 AT0818  ___________________________________________________________________
 AT0818* NAD 83(1992)-  28 58 02.90449(N)    089 22 43.11883(W)     ADJUSTED  
 AT0818* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0818  ___________________________________________________________________
 AT0818  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AT0818  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AT0818
 AT0818  HORZ ORDER  -  THIRD
 AT0818
 AT0818.The horizontal coordinates were established by classical geodetic methods
 AT0818.and adjusted by the National Geodetic Survey in January 1993..
 AT0818
 AT0818.The orthometric height was scaled from a topographic map.
 AT0818
 AT0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0818
 AT0818.The geoid height was determined by GEOID03.
 AT0818
 AT0818;                    North         East     Units Scale Factor Converg.
 AT0818;SPC LA S     -    53,444.678 1,190,529.716   MT  1.00008701   +0 58 38.5
 AT0818;SPC LA S     -   175,343.08  3,905,929.58   sFT  1.00008701   +0 58 38.5
 AT0818;UTM  16      - 3,206,713.023   268,212.127   MT  1.00026304   -1 09 09.1
 AT0818
 AT0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0818!SPC LA S     -   1.00000371  x   1.00008701  =   1.00009072
 AT0818!UTM  16      -   1.00000371  x   1.00026304  =   1.00026675
 AT0818
 AT0818:                Primary Azimuth Mark                     Grid Az
 AT0818:SPC LA S     -  JACKSONS HOUSE SOUTH GABLE               023 09 31.1
 AT0818:UTM  16      -  JACKSONS HOUSE SOUTH GABLE               025 17 18.7
 AT0818
 AT0818|---------------------------------------------------------------------|
 AT0818| PID    Reference Object                     Distance      Geod. Az  |
 AT0818|                                                           dddmmss.s |
 AT0818| AT0807 JACKSONS HOUSE SOUTH GABLE          APPROX. 3.2 KM 0240809.6 |
 AT0818| AT1047 ARMSTRONGS HOUSE SOUTH GABLE        APPROX. 5.9 KM 0301802.3 |
 AT0818| AT0819 SOUTHWEST PASS LH 1904              APPROX. 1.4 KM 2894139.6 |
 AT0818|---------------------------------------------------------------------|
 AT0818
 AT0818                          SUPERSEDED SURVEY CONTROL
 AT0818
 AT0818  NAD 83(1986)-  28 58 02.91018(N)    089 22 43.13354(W) AD(       ) 3
 AT0818  NAD 27      -  28 58 02.67500(N)    089 22 43.18400(W) AD(       ) 3
 AT0818
 AT0818.Superseded values are not recommended for survey control.
 AT0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0818.See file dsdata.txt to determine how the superseded data were derived.
 AT0818
 AT0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6821206713(NAD 83)
 AT0818_MARKER: Z = SEE DESCRIPTION
 AT0818_SETTING: 0 = UNSPECIFIED SETTING
 AT0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0818
 AT0818  HISTORY     - Date     Condition        Report By
 AT0818  HISTORY     - 1921     MONUMENTED       CGS
 AT0818  HISTORY     - 1934     MARK NOT FOUND   CGS
 AT0818
 AT0818                          STATION DESCRIPTION
 AT0818
 AT0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 AT0818'ON THE LAWN AT
 AT0818'BURRWOOD, BETWEEN THE SIDEWALK AND THE WALL AT THE
 AT0818'RIVER, AND ON A LINE BETWEEN THE
 AT0818'SOUTHWEST PASS LIGHTHOUSE AND THE
 AT0818'WESTERLY ONE OF THE GROUP OF OFFICERS QUARTERS.
 AT0818'STATION WAS REPORTED
 AT0818'LOST IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0813 ***********************************************************************
 AT0813  DESIGNATION -  BURRWOOD IRON TANK
 AT0813  PID         -  AT0813
 AT0813  STATE/COUNTY-  LA/PLAQUEMINES
 AT0813  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0813
 AT0813                         *CURRENT SURVEY CONTROL
 AT0813  ___________________________________________________________________
 AT0813* NAD 83(1992)-  28 57 58.75680(N)    089 22 49.76614(W)     ADJUSTED  
 AT0813* NAVD 88     -                                                        
 AT0813  ___________________________________________________________________
 AT0813  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AT0813  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AT0813
 AT0813  HORZ ORDER  -  THIRD
 AT0813
 AT0813.The horizontal coordinates were established by classical geodetic methods
 AT0813.and adjusted by the National Geodetic Survey in January 1993..
 AT0813
 AT0813
 AT0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0813
 AT0813.The geoid height was determined by GEOID03.
 AT0813
 AT0813;                    North         East     Units Scale Factor Converg.
 AT0813;SPC LA S     -    53,313.920 1,190,351.928   MT  1.00008737   +0 58 35.2
 AT0813;SPC LA S     -   174,914.09  3,905,346.28   sFT  1.00008737   +0 58 35.2
 AT0813;UTM  16      - 3,206,588.941   268,029.570   MT  1.00026408   -1 09 12.2
 AT0813
 AT0813                          SUPERSEDED SURVEY CONTROL
 AT0813
 AT0813  NAD 83(1986)-  28 57 58.76250(N)    089 22 49.78088(W) AD(       ) 4
 AT0813  NAD 27      -  28 57 58.52100(N)    089 22 49.82500(W) AD(       ) 3
 AT0813
 AT0813.Superseded values are not recommended for survey control.
 AT0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0813.See file dsdata.txt to determine how the superseded data were derived.
 AT0813
 AT0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6803006589(NAD 83)
 AT0813_MARKER: 53 = ELEVATED TANK
 AT0813
 AT0813  HISTORY     - Date     Condition        Report By
 AT0813  HISTORY     - 1921     FIRST OBSERVED   CGS
 AT0813  HISTORY     - 1934     GOOD             CGS
 AT0813  HISTORY     - 1936     GOOD             CGS
 AT0813
 AT0813                          STATION DESCRIPTION
 AT0813
 AT0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT0813'STATION IS THE IRON WATER TANK AT BURRWOOD.
 AT0813
 AT0813                          STATION RECOVERY (1936)
 AT0813
 AT0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT0813'STATION IS THE IRON WATER TANK AT BURRWOOD.
 AT0813'THE LARGEST AND MOST CONSPICUOUS OF TWO ELEVATED TANKS AT THE U.S.
 AT0813'ENGINEER TOWN OF
 AT0813'BURRWOOD.  TANK WAS RELOCATED IN 1936 TRIANGULATION
 AT0813'AND 1936 POSITION CHECKED 1921
 AT0813'POSITION VERY CLOSELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0825 ***********************************************************************
 AT0825  DESIGNATION -  BURRWOOD NORTHEAST BASE
 AT0825  PID         -  AT0825
 AT0825  STATE/COUNTY-  LA/PLAQUEMINES
 AT0825  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0825
 AT0825                         *CURRENT SURVEY CONTROL
 AT0825  ___________________________________________________________________
 AT0825* NAD 83(1992)-  28 56 36.45360(N)    089 23 27.21000(W)     ADJUSTED  
 AT0825* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0825  ___________________________________________________________________
 AT0825  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AT0825  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AT0825
 AT0825  HORZ ORDER  -  SECOND
 AT0825
 AT0825.The horizontal coordinates were established by classical geodetic methods
 AT0825.and adjusted by the National Geodetic Survey in January 1993..
 AT0825
 AT0825.The orthometric height was scaled from a topographic map.
 AT0825
 AT0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0825
 AT0825.The geoid height was determined by GEOID03.
 AT0825
 AT0825;                    North         East     Units Scale Factor Converg.
 AT0825;SPC LA S     -    50,762.911 1,189,381.144   MT  1.00009458   +0 58 16.5
 AT0825;SPC LA S     -   166,544.65  3,902,161.30   sFT  1.00009458   +0 58 16.5
 AT0825;UTM  16      - 3,204,075.320   266,964.485   MT  1.00027020   -1 09 27.3
 AT0825
 AT0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0825!SPC LA S     -   1.00000371  x   1.00009458  =   1.00009829
 AT0825!UTM  16      -   1.00000371  x   1.00027020  =   1.00027391
 AT0825
 AT0825|---------------------------------------------------------------------|
 AT0825| PID    Reference Object                     Distance      Geod. Az  |
 AT0825|                                                           dddmmss.s |
 AT0825| DD6414 BURRWOOD NORTHEAST BASE RM 1         23.810 METERS 03952     |
 AT0825| DD6415 BURRWOOD NORTHEAST BASE RM 2         15.550 METERS 21946     |
 AT0825| AT0824 BURRWOOD SOUTHWEST BASE             APPROX. 4.6 KM 2195747.5 |
 AT0825|---------------------------------------------------------------------|
 AT0825
 AT0825                          SUPERSEDED SURVEY CONTROL
 AT0825
 AT0825  NAD 83(1986)-  28 56 36.45939(N)    089 23 27.22498(W) AD(       ) 2
 AT0825  NAD 27      -  28 56 36.17400(N)    089 23 27.15200(W) AD(       ) 2
 AT0825
 AT0825.Superseded values are not recommended for survey control.
 AT0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0825.See file dsdata.txt to determine how the superseded data were derived.
 AT0825
 AT0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6696404075(NAD 83)
 AT0825_MARKER: DS = TRIANGULATION STATION DISK
 AT0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0825+STABILITY: SURFACE MOTION
 AT0825
 AT0825  HISTORY     - Date     Condition        Report By
 AT0825  HISTORY     - 1935     MONUMENTED       CGS
 AT0825
 AT0825                          STATION DESCRIPTION
 AT0825
 AT0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AT0825'ON SOUTHWEST PASS, 1-1/2 MILES SSW OF BURRWOOD, AND ON THE CENTER
 AT0825'LINE OF THE
 AT0825'CONCRETE EAST JETTY ABOUT 380 METERS (1,247 FEET) SW OF
 AT0825'THE NE END OF THE CONCRETE
 AT0825'CAPPING OF THE JETTY.
 AT0825'
 AT0825'STATION IS MARKED BY A STANDARD BRONZE DISK,
 AT0825'AND IS STAMPED NE
 AT0825'BASE.  MARK IS SET FLUSH WITH THE CONCRETE AND IS
 AT0825'SURROUNDED BY A FORM OF CONCRETE
 AT0825'SHAPED AS A TRIANGLE ABOUT 1-FOOT ON
 AT0825'A SIDE AND 2 INCHES ABOVE THE GENERAL CONCRETE
 AT0825'SURFACE.
 AT0825'
 AT0825'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE,
 AT0825'
 AT0825'REFERENCE MARK NO. 1, STAMPED NE BASE NO. 1, IS ON THE CENTER LINE OF
 AT0825'THE JETTY 23.81
 AT0825'METERS (78.1 FEET) FROM THE STATION N 39 DEG 48 MIN E.
 AT0825'DEG 48 FEET 24 INCHES.
 AT0825'
 AT0825'REFERENCE MARK NO. 2, STAMPED NE BASE NO. 2, IS ON THE CENTER LINE OF
 AT0825'THE JETTY 15.55
 AT0825'METERS (51.0 FEET) FROM THE STATION S 39 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0827 ***********************************************************************
 AT0827  DESIGNATION -  BURRWOOD RADIO NORTHWEST TOWER
 AT0827  PID         -  AT0827
 AT0827  STATE/COUNTY-  LA/PLAQUEMINES
 AT0827  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0827
 AT0827                         *CURRENT SURVEY CONTROL
 AT0827  ___________________________________________________________________
 AT0827* NAD 83(1992)-  28 57 42.60078(N)    089 23 02.46054(W)     ADJUSTED  
 AT0827* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0827  ___________________________________________________________________
 AT0827  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AT0827  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0827
 AT0827  HORZ ORDER  -  THIRD
 AT0827
 AT0827.The horizontal coordinates were established by classical geodetic methods
 AT0827.and adjusted by the National Geodetic Survey in January 1993..
 AT0827
 AT0827.The orthometric height was scaled from a topographic map.
 AT0827
 AT0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0827
 AT0827.The geoid height was determined by GEOID03.
 AT0827
 AT0827;                    North         East     Units Scale Factor Converg.
 AT0827;SPC LA S     -    52,810.691 1,190,016.707   MT  1.00008877   +0 58 28.9
 AT0827;SPC LA S     -   173,263.08  3,904,246.48   sFT  1.00008877   +0 58 28.9
 AT0827;UTM  16      - 3,206,098.430   267,675.817   MT  1.00026611   -1 09 17.7
 AT0827
 AT0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0827!SPC LA S     -   1.00000371  x   1.00008877  =   1.00009248
 AT0827!UTM  16      -   1.00000371  x   1.00026611  =   1.00026982
 AT0827
 AT0827:                Primary Azimuth Mark                     Grid Az
 AT0827:SPC LA S     -  BURRWOOD IRON TANK                       033 40 09.1
 AT0827:UTM  16      -  BURRWOOD IRON TANK                       035 47 55.7
 AT0827
 AT0827|---------------------------------------------------------------------|
 AT0827| PID    Reference Object                     Distance      Geod. Az  |
 AT0827|                                                           dddmmss.s |
 AT0827| AT0813 BURRWOOD IRON TANK                  APPROX. 0.6 KM 0343838.0 |
 AT0827| AT0828 BURRWOOD RADIO SOUTHEAST TOWER      198.316 METERS 16044     |
 AT0827|---------------------------------------------------------------------|
 AT0827
 AT0827                          SUPERSEDED SURVEY CONTROL
 AT0827
 AT0827  NAD 83(1986)-  28 57 42.60651(N)    089 23 02.47532(W) AD(       ) 3
 AT0827  NAD 27      -  28 57 42.35300(N)    089 23 02.49600(W) AD(       ) 3
 AT0827
 AT0827.Superseded values are not recommended for survey control.
 AT0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0827.See file dsdata.txt to determine how the superseded data were derived.
 AT0827
 AT0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6767606098(NAD 83)
 AT0827_MARKER: 43 = RADIO/TV TOWER
 AT0827
 AT0827  HISTORY     - Date     Condition        Report By
 AT0827  HISTORY     - 1917     FIRST OBSERVED   CGS
 AT0827
 AT0827                          STATION DESCRIPTION
 AT0827
 AT0827'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0828 ***********************************************************************
 AT0828  DESIGNATION -  BURRWOOD RADIO SOUTHEAST TOWER
 AT0828  PID         -  AT0828
 AT0828  STATE/COUNTY-  LA/PLAQUEMINES
 AT0828  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0828
 AT0828                         *CURRENT SURVEY CONTROL
 AT0828  ___________________________________________________________________
 AT0828* NAD 83(1992)-  28 57 36.52033(N)    089 23 00.04305(W)     ADJUSTED  
 AT0828* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0828  ___________________________________________________________________
 AT0828  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AT0828  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0828
 AT0828  HORZ ORDER  -  THIRD
 AT0828
 AT0828.The horizontal coordinates were established by classical geodetic methods
 AT0828.and adjusted by the National Geodetic Survey in January 1993..
 AT0828
 AT0828.The orthometric height was scaled from a topographic map.
 AT0828
 AT0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0828
 AT0828.The geoid height was determined by GEOID03.
 AT0828
 AT0828;                    North         East     Units Scale Factor Converg.
 AT0828;SPC LA S     -    52,624.613 1,190,085.346   MT  1.00008930   +0 58 30.1
 AT0828;SPC LA S     -   172,652.58  3,904,471.67   sFT  1.00008930   +0 58 30.1
 AT0828;UTM  16      - 3,205,909.897   267,737.505   MT  1.00026575   -1 09 16.3
 AT0828
 AT0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0828!SPC LA S     -   1.00000371  x   1.00008930  =   1.00009301
 AT0828!UTM  16      -   1.00000371  x   1.00026575  =   1.00026946
 AT0828
 AT0828:                Primary Azimuth Mark                     Grid Az
 AT0828:SPC LA S     -  BURRWOOD IRON TANK                       021 08 36.5
 AT0828:UTM  16      -  BURRWOOD IRON TANK                       023 16 22.9
 AT0828
 AT0828|---------------------------------------------------------------------|
 AT0828| PID    Reference Object                     Distance      Geod. Az  |
 AT0828|                                                           dddmmss.s |
 AT0828| AT0813 BURRWOOD IRON TANK                  APPROX. 0.7 KM 0220706.6 |
 AT0828| AT0819 SOUTHWEST PASS LH 1904              APPROX. 1.5 KM 3263853.7 |
 AT0828| AT0827 BURRWOOD RADIO NORTHWEST TOWER      198.316 METERS 34044     |
 AT0828|---------------------------------------------------------------------|
 AT0828
 AT0828                          SUPERSEDED SURVEY CONTROL
 AT0828
 AT0828  NAD 83(1986)-  28 57 36.52606(N)    089 23 00.05785(W) AD(       ) 3
 AT0828  NAD 27      -  28 57 36.27600(N)    089 23 00.07100(W) AD(       ) 3
 AT0828
 AT0828.Superseded values are not recommended for survey control.
 AT0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0828.See file dsdata.txt to determine how the superseded data were derived.
 AT0828
 AT0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6773805910(NAD 83)
 AT0828_MARKER: 43 = RADIO/TV TOWER
 AT0828
 AT0828  HISTORY     - Date     Condition        Report By
 AT0828  HISTORY     - 1917     FIRST OBSERVED   CGS
 AT0828
 AT0828                          STATION DESCRIPTION
 AT0828
 AT0828'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0824 ***********************************************************************
 AT0824  DESIGNATION -  BURRWOOD SOUTHWEST BASE
 AT0824  PID         -  AT0824
 AT0824  STATE/COUNTY-  LA/PLAQUEMINES
 AT0824  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0824
 AT0824                         *CURRENT SURVEY CONTROL
 AT0824  ___________________________________________________________________
 AT0824* NAD 83(1992)-  28 54 41.68226(N)    089 25 16.50683(W)     ADJUSTED  
 AT0824* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0824  ___________________________________________________________________
 AT0824  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AT0824  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AT0824
 AT0824  HORZ ORDER  -  SECOND
 AT0824
 AT0824.The horizontal coordinates were established by classical geodetic methods
 AT0824.and adjusted by the National Geodetic Survey in January 1993..
 AT0824
 AT0824.The orthometric height was scaled from a topographic map.
 AT0824
 AT0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0824
 AT0824.The geoid height was determined by GEOID03.
 AT0824
 AT0824;                    North         East     Units Scale Factor Converg.
 AT0824;SPC LA S     -    47,179.757 1,186,480.371   MT  1.00010490   +0 57 21.8
 AT0824;SPC LA S     -   154,788.92  3,892,644.35   sFT  1.00010490   +0 57 21.8
 AT0824;UTM  16      - 3,200,601.728   263,932.119   MT  1.00028776   -1 10 16.0
 AT0824
 AT0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0824!SPC LA S     -   1.00000354  x   1.00010490  =   1.00010844
 AT0824!UTM  16      -   1.00000354  x   1.00028776  =   1.00029131
 AT0824
 AT0824:                Primary Azimuth Mark                     Grid Az
 AT0824:SPC LA S     -  SOUTHWEST PASS LH 2 1936                 022 09 54.5
 AT0824:UTM  16      -  SOUTHWEST PASS LH 2 1936                 024 17 32.3
 AT0824
 AT0824|---------------------------------------------------------------------|
 AT0824| PID    Reference Object                     Distance      Geod. Az  |
 AT0824|                                                           dddmmss.s |
 AT0824| AT0817 SOUTHWEST PASS LH 2 1936            APPROX. 7.3 KM 0230716.3 |
 AT0824| DD6417 BURRWOOD SOUTHWEST BASE RM 2         15.298 METERS 03942     |
 AT0824| DD6416 BURRWOOD SOUTHWEST BASE RM 1         29.460 METERS 21953     |
 AT0824| AT0830 SW PASS E JETTY END LT              APPROX. 1.2 KM 2255401.7 |
 AT0824| AT0831 SW PAS ENT W JETTY FR LT            APPROX. 1.1 KM 2644052.4 |
 AT0824| AT0834 WRECK STACK                         APPROX. 4.1 KM 3281127.1 |
 AT0824|---------------------------------------------------------------------|
 AT0824
 AT0824                          SUPERSEDED SURVEY CONTROL
 AT0824
 AT0824  NAD 83(1986)-  28 54 41.68830(N)    089 25 16.52218(W) AD(       ) 2
 AT0824  NAD 27      -  28 54 41.28500(N)    089 25 16.29200(W) AD(       ) 2
 AT0824
 AT0824.Superseded values are not recommended for survey control.
 AT0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0824.See file dsdata.txt to determine how the superseded data were derived.
 AT0824
 AT0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6393200602(NAD 83)
 AT0824_MARKER: I = METAL ROD
 AT0824_SETTING: 0 = UNSPECIFIED SETTING
 AT0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0824
 AT0824  HISTORY     - Date     Condition        Report By
 AT0824  HISTORY     - 1935     MONUMENTED       USE
 AT0824  HISTORY     - 1936     GOOD             CGS
 AT0824  HISTORY     - 1940     POOR             CGS
 AT0824
 AT0824                          STATION DESCRIPTION
 AT0824
 AT0824'DESCRIBED BY US ENGINEERS 1935 (RFL)
 AT0824'ON THE E JETTY OF SOUTHWEST PASS, 2/3 MILE NE OF SOUTHWEST PASS E
 AT0824'JETTY END LIGHT,
 AT0824'ON THE CENTER LINE OF THE JETTY 10.6 FEET SW OF THE
 AT0824'CHANGE OF SIZE OF THE TOP OF THE
 AT0824'JETTY WALL FROM 5 TO 6 FEET IN
 AT0824'WIDTH, AND 400 METERS (1,312 FEET) SW ALONG THE
 AT0824'JETTY FROM THE POINT
 AT0824'WHERE THE EXTENSION OF THE S SIDE PORCH OF PILOT STATION HOUSE
 AT0824'INTERSECTS THE
 AT0824'JETTY.
 AT0824'
 AT0824'STATION IS THE CENTER OF A 2-INCH STEEL PIPE WHICH EXTENDS 10 INCHES
 AT0824'ABOVE THE SURFACE
 AT0824'OF THE CEMENT JETTY.
 AT0824'
 AT0824'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK STAMPED EAST JETTY 3 USE
 AT0824'NO.
 AT0824'IS SET ON THE CENTER LINE OF THE JETTY WALL 29.462
 AT0824'METERS (96.66 FEET) FROM THE STATION
 AT0824'S 39 DEG 53 MIN W.
 AT0824'
 AT0824'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK STAMPED EAST JETTY 3 USE
 AT0824'NO.  2,
 AT0824'IS SET ON THE CENTER LINE OF THE JETTY WALL 15.298
 AT0824'METERS (50.19 FEET) FROM THE STATION
 AT0824'N 39 DEG 38 MIN E.
 AT0824
 AT0824                          STATION RECOVERY (1936)
 AT0824
 AT0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT0824'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL
 AT0824'DESCRIPTION IS
 AT0824'ADEQUATE EXCEPT THAT A SECTION OF THE JETTY BEGINNING
 AT0824'AT THE POINT WHERE A CHANGE IN
 AT0824'WIDTH OCCURRED AND EXTENDING
 AT0824'NORTHEASTWARD HAS CARRIED AWAY.
 AT0824'
 AT0824'REFERENCE MARK NO. 2 WAS DESTROYED WHEN THE ABOVE SECTION CARRIED
 AT0824'AWAY.
 AT0824
 AT0824                          STATION RECOVERY (1940)
 AT0824
 AT0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GCM)
 AT0824'STATION RECOVERED NO SEARCH WAS MADE FOR REFERENCE MARKS.
 AT0824'STATION IS ON THE EAST JETTY OF SOUTHWEST PASS, 2/3 MILE NORTHEAST OF
 AT0824'SOUTHWEST PASS
 AT0824'EAST JETTY END LIGHT, ON THE CENTER LINE OF THE JETTY,
 AT0824'ABOUT 10 FEET SOUTHWEST OF A
 AT0824'WASHED OUT SECTION OF THE JETTY.  THE
 AT0824'STATION IS IN DANGER OF BEING DESTROYED BY THE
 AT0824'JETTY BEING WASHED OUT
 AT0824'OR SETTLING.  THE TOP OF THE PIPE MARKING THE STATION IS NOW
 AT0824'FLUSH WITH THE
 AT0824'CONCRETE TOP OF THE JETTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0835 ***********************************************************************
 AT0835  DESIGNATION -  BURRWOOD TANK
 AT0835  PID         -  AT0835
 AT0835  STATE/COUNTY-  LA/PLAQUEMINES
 AT0835  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0835
 AT0835                         *CURRENT SURVEY CONTROL
 AT0835  ___________________________________________________________________
 AT0835* NAD 83(1992)-  28 57 59.38868(N)    089 22 49.81657(W)     ADJUSTED  
 AT0835* NAVD 88     -                                                        
 AT0835  ___________________________________________________________________
 AT0835  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AT0835  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AT0835
 AT0835  HORZ ORDER  -  THIRD
 AT0835
 AT0835.The horizontal coordinates were established by classical geodetic methods
 AT0835.and adjusted by the National Geodetic Survey in January 1993..
 AT0835
 AT0835
 AT0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0835
 AT0835.The geoid height was determined by GEOID03.
 AT0835
 AT0835;                    North         East     Units Scale Factor Converg.
 AT0835;SPC LA S     -    53,333.349 1,190,350.231   MT  1.00008731   +0 58 35.2
 AT0835;SPC LA S     -   174,977.83  3,905,340.72   sFT  1.00008731   +0 58 35.2
 AT0835;UTM  16      - 3,206,608.423   268,028.596   MT  1.00026409   -1 09 12.2
 AT0835
 AT0835                          SUPERSEDED SURVEY CONTROL
 AT0835
 AT0835  NAD 83(1986)-  28 57 59.39447(N)    089 22 49.83147(W) AD(       ) 4
 AT0835  NAD 27      -  28 57 58.52259(N)    089 22 49.68151(W) AD(       ) 3
 AT0835
 AT0835.Superseded values are not recommended for survey control.
 AT0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0835.See file dsdata.txt to determine how the superseded data were derived.
 AT0835
 AT0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6802906608(NAD 83)
 AT0835_MARKER: 51 = TANK
 AT0835
 AT0835  HISTORY     - Date     Condition        Report By
 AT0835  HISTORY     - 1921     FIRST OBSERVED   CGS
 AT0835  HISTORY     - 1936     SEE DESCRIPTION  CGS
 AT0835
 AT0835                          STATION DESCRIPTION
 AT0835
 AT0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (GCM)
 AT0835'STATION IS THE IRON WATER TANK AT BURRWOOD.
 AT0835
 AT0835                          STATION RECOVERY (1936)
 AT0835
 AT0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT0835'THE LARGEST AND MOST CONSPICUOUS OF TWO ELEVATED TANKS AT THE U.S.
 AT0835'ENGINEER TOWN OF BURRWOOD.  TANK WAS RELOCATED IN 1936 TRIANGULATION
 AT0835'AND 1936 POSITION CHECKED 1921 POSITION VERY CLOSELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0829 ***********************************************************************
 AT0829  DESIGNATION -  BURRWOOD TOWN WATER TANK
 AT0829  PID         -  AT0829
 AT0829  STATE/COUNTY-  LA/PLAQUEMINES
 AT0829  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0829
 AT0829                         *CURRENT SURVEY CONTROL
 AT0829  ___________________________________________________________________
 AT0829* NAD 83(1992)-  28 57 41.90128(N)    089 23 05.34674(W)     ADJUSTED  
 AT0829* NAVD 88     -                                                        
 AT0829  ___________________________________________________________________
 AT0829  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AT0829  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0829
 AT0829  HORZ ORDER  -  THIRD
 AT0829
 AT0829.The horizontal coordinates were established by classical geodetic methods
 AT0829.and adjusted by the National Geodetic Survey in January 1993..
 AT0829
 AT0829
 AT0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0829
 AT0829.The geoid height was determined by GEOID03.
 AT0829
 AT0829;                    North         East     Units Scale Factor Converg.
 AT0829;SPC LA S     -    52,787.827 1,189,938.930   MT  1.00008883   +0 58 27.4
 AT0829;SPC LA S     -   173,188.06  3,903,991.31   sFT  1.00008883   +0 58 27.4
 AT0829;UTM  16      - 3,206,078.469   267,597.230   MT  1.00026656   -1 09 19.1
 AT0829
 AT0829                          SUPERSEDED SURVEY CONTROL
 AT0829
 AT0829  NAD 83(1986)-  28 57 41.90715(N)    089 23 05.36164(W) AD(       ) 4
 AT0829  NAD 27      -  28 57 41.08200(N)    089 23 05.15300(W) AD(       ) 3
 AT0829
 AT0829.Superseded values are not recommended for survey control.
 AT0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0829.See file dsdata.txt to determine how the superseded data were derived.
 AT0829
 AT0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6759706078(NAD 83)
 AT0829_MARKER: 51 = TANK
 AT0829
 AT0829  HISTORY     - Date     Condition        Report By
 AT0829  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT0829
 AT0829                          STATION DESCRIPTION
 AT0829
 AT0829'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0725 ***********************************************************************
 DI0725  DESIGNATION -  BURTVILLE RESET
 DI0725  PID         -  DI0725
 DI0725  STATE/COUNTY-  LA/EAST BATON ROUGE
 DI0725  USGS QUAD   -  PLAQUEMINE (1992)
 DI0725
 DI0725                         *CURRENT SURVEY CONTROL
 DI0725  ___________________________________________________________________
 DI0725* NAD 83(1992)-  30 19 55.16419(N)    091 08 04.27005(W)     ADJUSTED  
 DI0725* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 DI0725  ___________________________________________________________________
 DI0725  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DI0725  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DI0725
 DI0725  HORZ ORDER  -  FIRST
 DI0725
 DI0725.The horizontal coordinates were established by classical geodetic methods
 DI0725.and adjusted by the National Geodetic Survey in January 1993..
 DI0725
 DI0725.The orthometric height was scaled from a topographic map.
 DI0725
 DI0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0725
 DI0725.The geoid height was determined by GEOID03.
 DI0725
 DI0725;                    North         East     Units Scale Factor Converg.
 DI0725;SPC LA S     -   203,083.307 1,019,117.528   MT  0.99994238   +0 05 57.9
 DI0725;SPC LA S     -   666,282.48  3,343,554.76   sFT  0.99994238   +0 05 57.9
 DI0725;UTM  15      - 3,357,048.156   679,335.031   MT  0.99999678   +0 56 32.4
 DI0725
 DI0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0725!SPC LA S     -   1.00000333  x   0.99994238  =   0.99994571
 DI0725!UTM  15      -   1.00000333  x   0.99999678  =   1.00000011
 DI0725
 DI0725|---------------------------------------------------------------------|
 DI0725| PID    Reference Object                     Distance      Geod. Az  |
 DI0725|                                                           dddmmss.s |
 DI0725| BJ1007 BURTVILLE RM 3                       26.690 METERS 00646     |
 DI0725| BJ1150 BURTVILLE RM 1                       26.087 METERS 07431     |
 DI0725| CW1169 BURTVILLE RM 2                                     15229     |
 DI0725| BJ4032 17 A 001                            APPROX. 0.7 KM 3450442.1 |
 DI0725|---------------------------------------------------------------------|
 DI0725
 DI0725                          SUPERSEDED SURVEY CONTROL
 DI0725
 DI0725  NAD 83(1986)-  30 19 55.18248(N)    091 08 04.26842(W) AD(       ) 1
 DI0725
 DI0725.Superseded values are not recommended for survey control.
 DI0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0725.See file dsdata.txt to determine how the superseded data were derived.
 DI0725
 DI0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7933557048(NAD 83)
 DI0725_MARKER: DS = TRIANGULATION STATION DISK
 DI0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0725_STAMPING: BURTVILLE 1929 1981
 DI0725_MARK LOGO: NGS   
 DI0725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0725+STABILITY: SURFACE MOTION
 DI0725
 DI0725  HISTORY     - Date     Condition        Report By
 DI0725  HISTORY     - 1981     MONUMENTED       NGS
 DI0725
 DI0725                          STATION DESCRIPTION
 DI0725
 DI0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (PCJ)
 DI0725'THIS STATION MARK WAS RECOVERED AND FOUND TO BE SLIGHTLY TILTED TO THE
 DI0725'NORTH, REFERENCE MARK NO 1 AND NO 3 WERE FOUND IN GOOD CONDITION,
 DI0725'REFERENCE MARK NO 4 LISTED IN THE 1968 DESCRIPTION SHOULD BE REFERENCE
 DI0725'MARK NO 1.  BY REQUEST OF AREA FARMERS THIS STATION WAS LOWERED THIS
 DI0725'DATE AS THIS AREA WILL BE PUT UNDER CULTIVATION.  A NEW SURFACE
 DI0725'STATION MARK WAS SET 18-INCHES BELOW THE GROUND SURFACE AND DIRECTLY
 DI0725'ABOVE THE UNDERGROUND MARK.  THE SURFACE DISK IS STAMPED--BURTVILLE
 DI0725'1929 1981--, AND SET IN THE TOP OF A ROUND CONCRETE POST.  THE
 DI0725'DISTANCES AND DIRECTIONS LISTED WERE MADE AFTER THE NEW SURFACE
 DI0725'STATION MARK WAS SET.  STATION MARK 17A001 LDH IS OBSTRUCTED THIS
 DI0725'DATE.  THE 1968 DESCRIPTION OF THE MARKS IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1150 ***********************************************************************
 BJ1150  DESIGNATION -  BURTVILLE RM 1
 BJ1150  PID         -  BJ1150
 BJ1150  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1150  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1150
 BJ1150                         *CURRENT SURVEY CONTROL
 BJ1150  ___________________________________________________________________
 BJ1150* NAD 83(1992)-  30 19 55.39038(N)    091 08 03.32891(W)     ADJUSTED  
 BJ1150* NAVD 88     -         7.24   (+/-2cm)      23.8    (feet)  VERTCON   
 BJ1150  ___________________________________________________________________
 BJ1150  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1150  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1150
 BJ1150  HORZ ORDER  -  THIRD
 BJ1150  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1150
 BJ1150.The horizontal coordinates were established by classical geodetic methods
 BJ1150.and adjusted by the National Geodetic Survey in January 1993..
 BJ1150.No horizontal observational check was made to the station.
 BJ1150
 BJ1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1150.The vertical order pertains to the NGVD 29 superseded value.
 BJ1150
 BJ1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1150
 BJ1150.The geoid height was determined by GEOID03.
 BJ1150
 BJ1150;                    North         East     Units Scale Factor Converg.
 BJ1150;SPC LA S     -   203,090.316 1,019,142.654   MT  0.99994239   +0 05 58.3
 BJ1150;SPC LA S     -   666,305.48  3,343,637.19   sFT  0.99994239   +0 05 58.3
 BJ1150;UTM  15      - 3,357,055.534   679,360.052   MT  0.99999689   +0 56 32.9
 BJ1150
 BJ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1150!SPC LA S     -   1.00000312  x   0.99994239  =   0.99994551
 BJ1150!UTM  15      -   1.00000312  x   0.99999689  =   1.00000001
 BJ1150
 BJ1150                          SUPERSEDED SURVEY CONTROL
 BJ1150
 BJ1150  NAD 83(1986)-  30 19 55.40862(N)    091 08 03.32753(W) AD(       ) 3
 BJ1150  NGVD 29 (??/??/??)    7.288  (m)           23.91   (f) ADJUSTED    1 2
 BJ1150
 BJ1150.Superseded values are not recommended for survey control.
 BJ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1150.See file dsdata.txt to determine how the superseded data were derived.
 BJ1150
 BJ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7936057056(NAD 83)
 BJ1150_MARKER: DR = REFERENCE MARK DISK
 BJ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1150_STAMPING: BURTVILLE NO. 1 1929
 BJ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1150+STABILITY: SURFACE MOTION
 BJ1150
 BJ1150  HISTORY     - Date     Condition        Report By
 BJ1150  HISTORY     - 1929     MONUMENTED       CGS
 BJ1150  HISTORY     - 1969     GOOD             CGS
 BJ1150  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1150
 BJ1150                          STATION DESCRIPTION
 BJ1150
 BJ1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1150'IN BURTVILLE.
 BJ1150'ABOUT 8.62 MILES SOUTH OF THE ILLINOIS CENTRAL RAILROAD STATION IN
 BJ1150'BATON ROUGE ABOUT 1.0 MILE SOUTH ALONG NEW STATE HIGHWAY 30 FROM THE
 BJ1150'JUNCTION OF NEW STATE HIGHWAY 30 AND STATE HIGHWAY 327.  IT IS 85.6
 BJ1150'FEET EAST OF THE STATION, 5.5 FEET NORTH OF MILE POST 375, 5.9 FEET
 BJ1150'WEST OF THE WEST RAIL, 176 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 BJ1150'ROAD.  SET IN THE TOP OF A CONCRETE POST, 1.0 FOOT UNDERGROUND AND
 BJ1150'ABOUT 2.0 FEET BELOW LEVEL OF TRACK.
 BJ1150
 BJ1150                          STATION RECOVERY (1976)
 BJ1150
 BJ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1150'THE BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED ON THIS DATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1007 ***********************************************************************
 BJ1007  DESIGNATION -  BURTVILLE RM 3
 BJ1007  PID         -  BJ1007
 BJ1007  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1007  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1007
 BJ1007                         *CURRENT SURVEY CONTROL
 BJ1007  ___________________________________________________________________
 BJ1007* NAD 83(1992)-  30 19 56.02487(N)    091 08 04.15219(W)     ADJUSTED  
 BJ1007* NAVD 88     -         6.674  (meters)      21.90   (feet)  ADJUSTED  
 BJ1007  ___________________________________________________________________
 BJ1007  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1007  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1007  DYNAMIC HT  -           6.665 (meters)      21.87  (feet)  COMP
 BJ1007  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 BJ1007
 BJ1007  HORZ ORDER  -  THIRD
 BJ1007  VERT ORDER  -  FIRST     CLASS I
 BJ1007
 BJ1007.The horizontal coordinates were established by classical geodetic methods
 BJ1007.and adjusted by the National Geodetic Survey in January 1993..
 BJ1007.No horizontal observational check was made to the station.
 BJ1007
 BJ1007.The orthometric height was determined by differential leveling
 BJ1007.and adjusted by the National Geodetic Survey in February 1994..
 BJ1007
 BJ1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1007
 BJ1007.The geoid height was determined by GEOID03.
 BJ1007
 BJ1007.The dynamic height is computed by dividing the NAVD 88
 BJ1007.geopotential number by the normal gravity value computed on the
 BJ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1007.degrees latitude (g = 980.6199 gals.).
 BJ1007
 BJ1007.The modeled gravity was interpolated from observed gravity values.
 BJ1007
 BJ1007;                    North         East     Units Scale Factor Converg.
 BJ1007;SPC LA S     -   203,109.815 1,019,120.630   MT  0.99994240   +0 05 57.9
 BJ1007;SPC LA S     -   666,369.45  3,343,564.93   sFT  0.99994240   +0 05 57.9
 BJ1007;UTM  15      - 3,357,074.708   679,337.742   MT  0.99999679   +0 56 32.5
 BJ1007
 BJ1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1007!SPC LA S     -   1.00000321  x   0.99994240  =   0.99994561
 BJ1007!UTM  15      -   1.00000321  x   0.99999679  =   1.00000000
 BJ1007
 BJ1007                          SUPERSEDED SURVEY CONTROL
 BJ1007
 BJ1007  NAD 83(1986)-  30 19 56.04349(N)    091 08 04.15053(W) AD(       ) 3
 BJ1007  NGVD 29 (??/??/??)    6.723  (m)           22.06   (f) ADJUSTED    1 1
 BJ1007
 BJ1007.Superseded values are not recommended for survey control.
 BJ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1007.See file dsdata.txt to determine how the superseded data were derived.
 BJ1007
 BJ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7933857075(NAD 83)
 BJ1007_MARKER: DR = REFERENCE MARK DISK
 BJ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1007_SP_SET: CONCRETE POST
 BJ1007_STAMPING: BURTVILLE NO 3
 BJ1007_MARK LOGO: CGS   
 BJ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1007+STABILITY: SURFACE MOTION
 BJ1007
 BJ1007  HISTORY     - Date     Condition        Report By
 BJ1007  HISTORY     - 1955     MONUMENTED       CGS
 BJ1007  HISTORY     - 1969     GOOD             LADTD
 BJ1007  HISTORY     - 1976     GOOD             NGS
 BJ1007  HISTORY     - 1986     GOOD             NGS
 BJ1007
 BJ1007                          STATION DESCRIPTION
 BJ1007
 BJ1007'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ1007'IN BURTVILLE.
 BJ1007'IN BURTVILLE ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 1.0 MILE SOUTH
 BJ1007'ALONG NEW STATE HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY 327. IT
 BJ1007'IS ON THE OLD HOFFMAN ESTATE, NEAR THE EAST SIDE OF A SMALL PASTURE,
 BJ1007'87.4 FEET NORTH OF THE STATION, 100 FEET NORTHWEST OF MILE POST 375,
 BJ1007'89 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 49 FEET WEST OF THE
 BJ1007'WEST RAIL, 2 FEET SOUTH OF A TELEPHONE POLE, 4 FEET BELOW THE TRACK
 BJ1007'LEVEL.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 BJ1007'THE LEVEL OF THE GROUND.
 BJ1007
 BJ1007                          STATION RECOVERY (1976)
 BJ1007
 BJ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1007'1.3 MILE SOUTHEAST ALONG STATE HIGHWAY 327 FROM ITS INTESECTION WITH
 BJ1007'STATE HIGHWAY 30, 0.95 MILE SOUTHEAST OF THE Y JUNCTION OF WHERE 327
 BJ1007'SPLITS AND LEADS NORTHWEST AND SOUTHEAST, 150 PACES NORTHEAST OF THE
 BJ1007'CENTER LINE OF STATE HIGHWAY 327, 89 FT SOUTHEAST OF THE CENTER LINE
 BJ1007'OF A GRAVEL ROAD, 48 FT SOUTHWEST OF SOUTHWEST RAIL OF THE ILLINOIS
 BJ1007'CENTRAL RAILROAD, 2 FT SOUTHWEST OF TELEPHONE POLE NUMBER 4555, NOTE
 BJ1007'POLE IS LAST POLE IN ROW AND HAS UNDERGROUND WIRES LEADING FROM IT,
 BJ1007'4.7 FT SOUTHEAST OF THE EAST FENCE CORNER AROUND A NATURAL GAS PIPE
 BJ1007'LINE FILTER, 87.8 FT NORTH OF THE STATION, NOTE MAY BE REACHED BY
 BJ1007'GOING 1 MI SE ALONG HWY 30 FROM INTERSECTION WITH HWY 327.
 BJ1007
 BJ1007                          STATION RECOVERY (1986)
 BJ1007
 BJ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4314 ***********************************************************************
 BJ4314  DESIGNATION -  BUSH
 BJ4314  PID         -  BJ4314
 BJ4314  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4314  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ4314
 BJ4314                         *CURRENT SURVEY CONTROL
 BJ4314  ___________________________________________________________________
 BJ4314* NAD 83(1992)-  30 24 35.85726(N)    090 16 24.05568(W)     ADJUSTED  
 BJ4314* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 BJ4314  ___________________________________________________________________
 BJ4314  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ4314  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BJ4314
 BJ4314  HORZ ORDER  -  FIRST
 BJ4314
 BJ4314.The horizontal coordinates were established by classical geodetic methods
 BJ4314.and adjusted by the National Geodetic Survey in January 1993..
 BJ4314
 BJ4314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4314
 BJ4314.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4314
 BJ4314.The geoid height was determined by GEOID03.
 BJ4314
 BJ4314;                    North         East     Units Scale Factor Converg.
 BJ4314;SPC LA S     -   212,181.000 1,101,844.550   MT  0.99995114   +0 31 48.0
 BJ4314;SPC LA S     -   696,130.50  3,614,968.33   sFT  0.99995114   +0 31 48.0
 BJ4314;UTM  15      - 3,367,370.109   761,940.121   MT  1.00044654   +1 22 51.5
 BJ4314
 BJ4314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4314!SPC LA S     -   1.00000401  x   0.99995114  =   0.99995515
 BJ4314!UTM  15      -   1.00000401  x   1.00044654  =   1.00045055
 BJ4314
 BJ4314|---------------------------------------------------------------------|
 BJ4314| PID    Reference Object                     Distance      Geod. Az  |
 BJ4314|                                                           dddmmss.s |
 BJ4314| CW1172 BUSH RM 1                            34.979 METERS 04715     |
 BJ4314| BJ4228 MADISONVILLE MUNICIPAL TANK         APPROX.11.3 KM 0955233.7 |
 BJ4314| CW1171 BUSH AZ MK 2                                       1001533.5 |
 BJ4314| BJ4227 TCHEFUNCTA RIVER RANGE REAR LT      APPROX.10.6 KM 1083211.6 |
 BJ4314| CW1173 BUSH RM 2                            17.523 METERS 13303     |
 BJ4314| CW1170 BUSH AZ MK                                         3253359.7 |
 BJ4314|---------------------------------------------------------------------|
 BJ4314
 BJ4314                          SUPERSEDED SURVEY CONTROL
 BJ4314
 BJ4314  NAD 83(1986)-  30 24 35.87135(N)    090 16 24.05378(W) AD(       ) 1
 BJ4314  NAD 27      -  30 24 35.17295(N)    090 16 23.75861(W) AD(       ) 1
 BJ4314  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 BJ4314
 BJ4314.Superseded values are not recommended for survey control.
 BJ4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4314.See file dsdata.txt to determine how the superseded data were derived.
 BJ4314
 BJ4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6194067370(NAD 83)
 BJ4314_MARKER: DS = TRIANGULATION STATION DISK
 BJ4314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4314
 BJ4314  HISTORY     - Date     Condition        Report By
 BJ4314  HISTORY     - 1953     MONUMENTED       CGS
 BJ4314  HISTORY     - 1955     GOOD             CGS
 BJ4314  HISTORY     - 1970     GOOD             NGS
 BJ4314
 BJ4314                          STATION DESCRIPTION
 BJ4314
 BJ4314'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4314'THE STATION IS ABOUT 9 MILES WEST AND 1-1/2 MILES SOUTH OF
 BJ4314'MADISONVILLE IN A WOODED AREA.  IT IS 85.0 FEET EAST OF
 BJ4314'THE CENTER OF A GRAVELED ROAD, 72.5 FEET NORTHWEST OF A
 BJ4314'FENCE CORNER, 26.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 BJ4314'SWEET GUM TREE, 22.0 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 BJ4314'PINE TREE AND 18.5 FEET NORTHEAST OF A TRIANGULAR BLAZED
 BJ4314'PINE TREE.  IT PROJECTS 4 INCHES AND IS STAMPED BUSH 1953.
 BJ4314'
 BJ4314'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION,
 BJ4314'31.0 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 5.0 FEET WEST
 BJ4314'OF A LARGE PINE TREE AND 1.0 FOOT NORTH OF A WOVEN WIRE
 BJ4314'FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED BUSH NO 1 1953.
 BJ4314'
 BJ4314'REFERENCE MARK NO. 2 IS 58.0 FEET WEST OF A FENCE CORNER AND
 BJ4314'1.0 FOOT NORTH OF A WOVEN WIRE FENCE.  IT PROJECTS 3 INCHES AND
 BJ4314'IS STAMPED BUSH NO 2 1953.
 BJ4314'
 BJ4314'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BJ4314'NO. 2 IS 124.7 FEET.
 BJ4314'
 BJ4314'THE AZIMUTH MARK IS 35.0 FEET EAST OF THE CENTER OF A GRAVELED
 BJ4314'ROAD, 20.0 FEET SOUTH OF A TRIANGULAR BLAZED PINE TREE AND
 BJ4314'19.0 FEET EAST OF A FENCE CORNER.  IT PROJECTS 4 INCHES
 BJ4314'AND IS STAMPED BUSH 1953.
 BJ4314'
 BJ4314'TO REACH THE STATION FROM THE POST OFFICE IN MADISONVILLE,
 BJ4314'GO EAST AND SOUTH ON STATE ROUTE NO. 122 FOR 0.3 MILE TO THE
 BJ4314'JUNCTION OF U.S. HIGHWAY NO. 190 ONE BLOCK WEST OF THE TCHEFUNCTA
 BJ4314'RIVER SWINGING BRIDGE.  HERE TURN RIGHT ON U.S. HIGHWAY
 BJ4314'NO. 190 AND GO WESTERLY FOR 8.5 MILES TO A SIDE ROAD LEFT
 BJ4314'JUST AFTER CROSSING THE BEDICO CREEK BRIDGE, TURN LEFT AND
 BJ4314'GO SOUTHWESTERLY FOR 1.0 MILE TO A T ROAD RIGHT.  CONTINUE
 BJ4314'SOUTHWESTERLY FOR 0.3 MILE TO A T ROAD LEFT, TURN LEFT AND GO
 BJ4314'SOUTH-SOUTHEASTERLY AND SOUTH FOR 1.35 MILES AND THE AZIMUTH
 BJ4314'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHERLY FOR 0.25
 BJ4314'MILE TO WHERE THE ROAD TURNS TO THE LEFT AT A POWERLINE
 BJ4314'TRANSFORMER POLE ON THE LEFT AND THE STATION ON THE RIGHT
 BJ4314'AS DESCRIBED.
 BJ4314'
 BJ4314'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 BJ4314
 BJ4314                          STATION RECOVERY (1955)
 BJ4314
 BJ4314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4314'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4314'CONDITION.  THE 1953 DESCRIPTION BY R.L.E., IS ADEQUATE
 BJ4314'WITH THIS CORRECTION.  THE STATION MARK IS 85 FEET WEST,
 BJ4314'NOT EAST OF THE CENTER OF THE GRAVELED ROAD.
 BJ4314
 BJ4314                          STATION RECOVERY (1970)
 BJ4314
 BJ4314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4314'THE STATION MARK, REFERENCE MARKS, 1, 2 AND THE AZIMUTH MARK WERE
 BJ4314'RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER THE AZIMUTH MARK WAS
 BJ4314'OBSTRUCTED AND A NEW AZIMUTH MARK WAS ESTABLISHED ON THIS DATE, DUE
 BJ4314'TO ROAD CHANGES A NEW COMPLETE DESCRIPTION FOLLOWS.
 BJ4314'
 BJ4314'THE STATION IS ABOUT 10-1/4 MILES EAST OF PONCHATOULA, 7 MILES WEST
 BJ4314'OF MADISONVILLE AND 7 MILES SOUTHEAST OF ROBERTS.  IT IS ON LAND
 BJ4314'OWNED BY MR. T.R. BUSH WHO LIVES ACROSS THE ROAD FROM THE STATION.
 BJ4314'
 BJ4314'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY 22
 BJ4314'IN PONCHATOULA, JUST SOUTH OF THE RAILROAD STATION, GO EAST ON STATE
 BJ4314'HIGHWAY 22 FOR 7.05 MILES TO THE JUNCTION WITH STATE HIGHWAY 445
 BJ4314'ON THE RIGHT, CONTINUE EAST ON HIGHWAY 22 FOR 0.7 MILE TO THE
 BJ4314'JUNCTION WITH STATE HIGHWAY 445 ON THE LEFT, CONTINUE EAST ON
 BJ4314'HIGHWAY 22 FOR 1.6 MILES TO A GRAVELED ROAD ON THE RIGHT, TURN
 BJ4314'RIGHT ON THE GRAVELED ROAD AND CROSS OVER A CATTLEGUARD AND GO SOUTH
 BJ4314'FOR 0.6 MILE TO A BLACKTOP ROAD, BEAR TO THE RIGHT ON THE
 BJ4314'BLACKTOP ROAD AND GO SOUTHWEST FOR 0.3 MILE TO A FORK, TAKE THE LEFT
 BJ4314'FORK ON THE GRAVELED ROAD AND GO SOUTH AND SOUTHEAST FOR 1.95 MILES
 BJ4314'TO A WIRE GATE ON THE RIGHT AT A BEND IN THE ROAD AND THE STATION
 BJ4314'ON THE RIGHT.  TO REACH THE NEW AZIMUTH MARK CONTINUE EAST FOR
 BJ4314'0.15 MILE TO THE MARK ON THE LEFT.  TO REACH THE OLD AZIMUTH MARK GO
 BJ4314'WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 BJ4314'
 BJ4314'THE STATION MARK IS A STANDARD DISK, STAMPED BUSH 1953, SET IN THE
 BJ4314'TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 BJ4314'ABOVE THE GROUND.  IT IS 83 FEET WEST OF A POWER POLE, 63 FEET
 BJ4314'SOUTHWEST OF THE NORTH GATE POST, 56.5 FEET NORTHWEST OF A FENCE AND
 BJ4314'19.5 FEET SOUTH OF A 12 INCH PINE TREE.
 BJ4314'
 BJ4314'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUSH NO 1 1953, SET IN
 BJ4314'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 BJ4314'ABOVE THE GROUND.  IT IS 72 FEET NORTH-NORTHEAST OF THE POWER POLE,
 BJ4314'28 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 FEET
 BJ4314'SOUTHWEST OF A 30 INCH PINE TREE.
 BJ4314'
 BJ4314'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUSH NO 2 1953, SET IN
 BJ4314'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 BJ4314'ABOVE THE GROUND.  IT IS 92 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BJ4314'ROAD, 58 FEET SOUTHWEST OF A CORNER FENCE POST, 6 FEET SOUTHEAST
 BJ4314'OF A FENCE.
 BJ4314'
 BJ4314'THE OLD AZIMUTH MARK IS A STANDARD DISK, STAMPED BUSH 1953, SET IN
 BJ4314'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 BJ4314'ABOVE THE GROUND.  IT IS 33 FEET NORTHEAST OF THE CENTERLINE OF A
 BJ4314'GRAVELED ROAD, 13.5 FEET NORTHEAST OF A CORNER FENCE POST, 6 FEET
 BJ4314'SOUTHEAST OF A FENCE AND 4 FEET WEST OF AN 18 INCH PINE TREE.
 BJ4314'
 BJ4314'THE NEW AZIMUTH MARK IS A STANDARD DISK, STAMPED BUSH NO 2 1953 1970,
 BJ4314'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4314'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 22 FEET NORTH OF THE
 BJ4314'CENTERLINE OF A GRAVELED ROAD, 3 FEET EAST OF A POWER POLE WITH A
 BJ4314'TRANSFORMER AND 2.5 FEET NORTHWEST OF A WITNESS POST.
 BJ4314'
 BJ4314'HEIGHT OF LIGHT ABOVE STATION MARK 135.73 FEET.
 BJ4314'
 BJ4314'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST OF
 BJ4314'MADISONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1940 ***********************************************************************
 CP1940  DESIGNATION -  BUSHES RESET
 CP1940  PID         -  CP1940
 CP1940  STATE/COUNTY-  LA/FRANKLIN
 CP1940  USGS QUAD   -  CROWVILLE (1983)
 CP1940
 CP1940                         *CURRENT SURVEY CONTROL
 CP1940  ___________________________________________________________________
 CP1940* NAD 83(1986)-  32 13 08.     (N)    091 36 50.     (W)     SCALED    
 CP1940* NAVD 88     -        26.00   (+/-2cm)      85.3    (feet)  VERTCON   
 CP1940  ___________________________________________________________________
 CP1940  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1940
 CP1940  VERT ORDER  -  THIRD (See Below)
 CP1940
 CP1940.The horizontal coordinates were scaled from a topographic map and have
 CP1940.an estimated accuracy of +/- 6 seconds.
 CP1940
 CP1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1940.The vertical order pertains to the NGVD 29 superseded value.
 CP1940
 CP1940.The geoid height was determined by GEOID03.
 CP1940
 CP1940;                    North         East    Units  Estimated Accuracy
 CP1940;SPC LA N     -   190,920.    1,083,530.      MT  (+/- 180 meters Scaled)
 CP1940
 CP1940                          SUPERSEDED SURVEY CONTROL
 CP1940
 CP1940  NGVD 29 (??/??/??)   26.01   (m)           85.3    (f) RESET       3  
 CP1940
 CP1940.Superseded values are not recommended for survey control.
 CP1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1940.See file dsdata.txt to determine how the superseded data were derived.
 CP1940
 CP1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR306655(NAD 83)
 CP1940_MARKER: DB = BENCH MARK DISK
 CP1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1940_STAMPING: PBM BUSHES RESET 1970
 CP1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1940+STABILITY: SURFACE MOTION
 CP1940
 CP1940  HISTORY     - Date     Condition        Report By
 CP1940  HISTORY     - 1970     MONUMENTED       NGS
 CP1940
 CP1940                          STATION DESCRIPTION
 CP1940
 CP1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CP1940'2.05 MI SW FROM CROWVILLE.
 CP1940'ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1940'IN CROWVILLE, AT THE INTERSECTION WITH A ROAD LEADING EAST, ABOUT 100
 CP1940'YARDS EAST OF STATE HIGHWAY 17 AT THE SOUTHEAST END OF THE FLARE OF
 CP1940'THE INTERSECTION, 38 FEET NORTH OF THE CENTER OF THE ROAD LEADING
 CP1940'EAST, 3 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE
 CP1940'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK SET
 CP1940'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0880 ***********************************************************************
 AT0880  DESIGNATION -  BUSY 1950
 AT0880  PID         -  AT0880
 AT0880  STATE/COUNTY-  LA/ST BERNARD
 AT0880  USGS QUAD   -  NORTH ISLANDS (1951)
 AT0880
 AT0880                         *CURRENT SURVEY CONTROL
 AT0880  ___________________________________________________________________
 AT0880* NAD 83(1992)-  29 52 53.15583(N)    088 49 17.11367(W)     ADJUSTED  
 AT0880* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0880  ___________________________________________________________________
 AT0880  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AT0880  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AT0880
 AT0880  HORZ ORDER  -  THIRD
 AT0880
 AT0880.The horizontal coordinates were established by classical geodetic methods
 AT0880.and adjusted by the National Geodetic Survey in May 1994..
 AT0880
 AT0880.The orthometric height was scaled from a topographic map.
 AT0880
 AT0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0880
 AT0880.The geoid height was determined by GEOID03.
 AT0880
 AT0880;                    North         East     Units Scale Factor Converg.
 AT0880;SPC LA S     -   155,783.277 1,242,615.797   MT  0.99992790   +1 15 21.6
 AT0880;SPC LA S     -   511,098.97  4,076,815.33   sFT  0.99992790   +1 15 21.6
 AT0880;UTM  16      - 3,307,040.397   324,104.726   MT  0.99998174   -0 54 27.6
 AT0880
 AT0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0880!SPC LA S     -   1.00000397  x   0.99992790  =   0.99993187
 AT0880!UTM  16      -   1.00000397  x   0.99998174  =   0.99998571
 AT0880
 AT0880                          SUPERSEDED SURVEY CONTROL
 AT0880
 AT0880  NAD 83(1992)-  29 52 53.16297(N)    088 49 17.10362(W) AD(       ) 3
 AT0880  NAD 83(1986)-  29 52 53.16137(N)    088 49 17.10300(W) AD(       ) 3
 AT0880  NAD 27      -  29 52 52.42900(N)    088 49 17.02700(W) AD(       ) 3
 AT0880
 AT0880.Superseded values are not recommended for survey control.
 AT0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0880.See file dsdata.txt to determine how the superseded data were derived.
 AT0880
 AT0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2410507040(NAD 83)
 AT0880_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0880+STABILITY: SURFACE MOTION
 AT0880
 AT0880  HISTORY     - Date     Condition        Report By
 AT0880  HISTORY     - 1950     MONUMENTED       CGS
 AT0880  HISTORY     - 1950     GOOD             CGS
 AT0880
 AT0880                          STATION DESCRIPTION
 AT0880
 AT0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0880'STATION IS LOCATED ON THE CHANDELEUR ISLANDS, APPROXIMATELY 12.4
 AT0880'MILES S OF
 AT0880'CHANDELEUR LIGHTHOUSE, 66 FEET NW OF THE NW EDGE OF A
 AT0880'V-SHAPED POND, 113 FEET SW OF
 AT0880'THE SW EDGE OF A VERY SMALL POND, 72
 AT0880'FEET E OF THE E END OF THE S PORTION OF A
 AT0880'U-SHAPED POND, AND 5.6 FEET
 AT0880'NW OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AT0880'
 AT0880'STATION MARK IS A STANDARD DISK, STAMPED BUSY 1950, AND SET IN THE
 AT0880'TOP OF AN 8-INCH
 AT0880'CIRCULAR CONCRETE MONUMENT PROJECTING 0.6 FOOT ABOVE
 AT0880'GROUND.
 AT0880'
 AT0880'STATION IS 228.8 METERS S 82 DEG E FROM THE MEAN HIGHWATER
 AT0880'LINE.
 AT0880'
 AT0880'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 4 FEET.
 AT0880
 AT0880                          STATION RECOVERY (1950)
 AT0880
 AT0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (NET)
 AT0880'ON THE NORTHERLY OF THE CHANDELEUR ISLANDS, ABOUT 11.8 MILES SOUTH OF
 AT0880'THE CHANDELEUR LIGHT,
 AT0880'ABOUT 740 FEET WEST OF THE MEAN HIGH WATER LINE
 AT0880'ALONG THE EAST SIDE OF THE ISLAND,
 AT0880'64 FEET NORTHWEST OF THE NORTHWEST
 AT0880'EDGE OF A V-SHAPED POND, 115 FEET SOUTHWEST OF THE
 AT0880'SOUTHWEST EDGE OF
 AT0880'A VERY SMALL POND, 77 FEET EAST OF THE EAST END OF THE SOUTH PORTION
 AT0880'OF A U-SHAPED
 AT0880'POND, ABOUT 4 FEET ABOVE MEAN HIGH WATER, 5.6 FEET
 AT0880'NORTH OF A 4 X 4-INCH WITNESS
 AT0880'POST, A STANDARD TOPOGRAPHIC DISK
 AT0880'STAMPED BUSY 1950 SET IN THE TOP OF AN 8-INCH
 AT0880'CONCRETE TILE
 AT0880'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3249 ***********************************************************************
 BK3249  DESIGNATION -  BUTCH
 BK3249  PID         -  BK3249
 BK3249  STATE/COUNTY-  LA/ACADIA
 BK3249  USGS QUAD   -  EUNICE SOUTH (1987)
 BK3249
 BK3249                         *CURRENT SURVEY CONTROL
 BK3249  ___________________________________________________________________
 BK3249* NAD 83(1992)-  30 28 15.26863(N)    092 25 33.56622(W)     ADJUSTED  
 BK3249* NAVD 88     -        11.3    (meters)      37.     (feet)  VERTCON   
 BK3249  ___________________________________________________________________
 BK3249  X           -    -232,891.570 (meters)                     COMP
 BK3249  Y           -  -5,497,024.103 (meters)                     COMP
 BK3249  Z           -   3,215,466.863 (meters)                     COMP
 BK3249  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK3249  ELLIP HEIGHT-         -16.51  (meters)          (01/02/04) GPS OBS
 BK3249  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3249
 BK3249  HORZ ORDER  -  THIRD
 BK3249  ELLP ORDER  -  FOURTH    CLASS II
 BK3249
 BK3249.This mark is at Eunice Airport (4R7)
 BK3249
 BK3249.The horizontal coordinates were established by GPS observations
 BK3249.and adjusted by the National Geodetic Survey in January 1993..
 BK3249
 BK3249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3249
 BK3249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3249
 BK3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3249
 BK3249.The ellipsoidal height was determined by GPS observations
 BK3249.and is referenced to NAD 83.
 BK3249
 BK3249.The geoid height was determined by GEOID03.
 BK3249
 BK3249;                    North         East     Units Scale Factor Converg.
 BK3249;SPC LA S     -   218,966.521   895,080.732   MT  0.99995928   -0 32 46.8
 BK3249;SPC LA S     -   718,392.66  2,936,610.70   sFT  0.99995928   -0 32 46.8
 BK3249;UTM  15      - 3,371,107.606   555,099.080   MT  0.99963745   +0 17 27.9
 BK3249
 BK3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3249!SPC LA S     -   1.00000259  x   0.99995928  =   0.99996187
 BK3249!UTM  15      -   1.00000259  x   0.99963745  =   0.99964004
 BK3249
 BK3249:                Primary Azimuth Mark                     Grid Az
 BK3249:SPC LA S     -  BUTCH AZ MK                              164 04 28.7
 BK3249:UTM  15      -  BUTCH AZ MK                              163 14 14.0
 BK3249
 BK3249|---------------------------------------------------------------------|
 BK3249| PID    Reference Object                     Distance      Geod. Az  |
 BK3249|                                                           dddmmss.s |
 BK3249| BK3250 BUTCH AZ MK                         APPROX. 0.7 KM 1633141.9 |
 BK3249|---------------------------------------------------------------------|
 BK3249
 BK3249                          SUPERSEDED SURVEY CONTROL
 BK3249
 BK3249  ELLIP H (01/21/93)  -16.43   (m)                       GP(       ) 4 2
 BK3249  NAD 83(1986)-  30 28 15.28884(N)    092 25 33.56049(W) AD(       ) 3
 BK3249  NAD 27      -  30 28 14.56342(N)    092 25 33.08413(W) AD(       ) 3
 BK3249  NGVD 29 (11/20/87)   11.3    (m)           37.     (f) GPS OBS        
 BK3249
 BK3249.Superseded values are not recommended for survey control.
 BK3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3249.See file dsdata.txt to determine how the superseded data were derived.
 BK3249
 BK3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5509971108(NAD 83)
 BK3249_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3249_SP_SET: CONCRETE POST
 BK3249_STAMPING: BUTCH 1986
 BK3249_MARK LOGO: NGS   
 BK3249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3249+STABILITY: SURFACE MOTION
 BK3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3249+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1987
 BK3249
 BK3249  HISTORY     - Date     Condition        Report By
 BK3249  HISTORY     - 1986     MONUMENTED       LADTD
 BK3249  HISTORY     - 19861231 GOOD             LADTD
 BK3249  HISTORY     - 19870220 GOOD
 BK3249
 BK3249                          STATION DESCRIPTION
 BK3249
 BK3249'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK3249'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF EUNICE, NEAR THE
 BK3249'AIRPORT TERMINAL BUILDING AT THE EUNICE AIRPORT AND ON THE LEFT
 BK3249'SIDE OF THE ENTRANCE TO THE AIRPLANE PARKING LOT WHICH IS ON THE
 BK3249'NORTH OF SIDE OF THE TERMINAL BUILDING.
 BK3249'OWNERSHIP--CITY OF EUNICE, MR. DREW MILLER, AIRPORT MANAGER,
 BK3249'EUNICE, LA. 70535, PHONE 318-457-9697.
 BK3249'
 BK3249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BK3249'STATE HIGHWAY 13 IN EUNICE, GO SOUTH ON HIGHWAY 13 FOR 0.9 KM (0.55
 BK3249'MI) TO THE JUNCTION OF STATE HIGHWAY 91, W. MAPLE ST., GO WEST ON
 BK3249'HIGHWAY 91 FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF STATE HIGHWAY
 BK3249'755.  TURN LEFT, SOUTH, ON HIGHWAY 755 FOR 2.1 KM (1.3 MI) TO A
 BK3249'COUNTY ROAD 3123.  TURN LEFT, SOUTHEAST, ON COUNTY ROAD 3123 FOR
 BK3249'0.6 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT
 BK3249'AND GO EAST TO THE TERMINAL BUILDING AND STATION AS DESCRIBED.
 BK3249'
 BK3249'THE STATION IS A STANDARD NGS DISK
 BK3249'STAMPED---BUTCH 1986---,
 BK3249'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3249'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3249'55.2 METERS (181 FT) EAST FROM A CRESOTE LAMP POLE IN THE AIRPLANE
 BK3249'PARKING LOT,
 BK3249'50 METERS (164 FT) NORTH FROM THE NORTH CORNER OF THE TERMINAL
 BK3249'BUILDING,
 BK3249'17.4 METERS (57 FT) WEST FROM THE CENTER OF THE TAXIWAY,
 BK3249'16.8 METERS (55 FT) NORTH FROM A CATCH BASIN AND
 BK3249'11.6 METERS (38 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE ENTRANCE
 BK3249'TO THE AIRPLANE PARKING LOT.
 BK3249'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3249'STAMPED---BUTCH 1986---,
 BK3249'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK3249'
 BK3249'DESCRIBED BY R. COPP, TYPED BY RDB.
 BK3249
 BK3249                          STATION RECOVERY (1986)
 BK3249
 BK3249'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BK3249'ABOUT 3.2 KM (2.00 MI) SOUTH OF EUNICE SET NEAT THE AIRPORT TERMINAL
 BK3249'BUILDING AT THE EUNICE AIRPORT 55.2 METERS (181.1 FT) EAST OF A
 BK3249'CRESOTE LAMP POLE IN THE AIRPLANE PARKING LOT, 50 METERS (164.0 FT)
 BK3249'NORTH OF THE NORTH CORNER OF THE TERNINAL BUILDING, 17.4 METERS (57.1
 BK3249'FT) WEST OF THE CENTER OF THE TAXIWAY, 16.8 METERS (55.1 FT) NORTH OF
 BK3249'A CATCH BASIN AND 11.6 METERS (38.1 FT) SOUTH-SOUTHEAST OF THE CENTER
 BK3249'OF THE ENTRANCE TO THE AIRPLANE PARKING LOT.
 BK3249
 BK3249                          STATION RECOVERY (1987)
 BK3249
 BK3249'RECOVERED 1987
 BK3249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3250 ***********************************************************************
 BK3250  DESIGNATION -  BUTCH AZ MK
 BK3250  PID         -  BK3250
 BK3250  STATE/COUNTY-  LA/ACADIA
 BK3250  USGS QUAD   -  EUNICE SOUTH (1987)
 BK3250
 BK3250                         *CURRENT SURVEY CONTROL
 BK3250  ___________________________________________________________________
 BK3250* NAD 83(1992)-  30 27 54.95432(N)    092 25 26.63239(W)     ADJUSTED  
 BK3250* NAVD 88     -        12.8    (meters)      42.     (feet)  VERTCON   
 BK3250  ___________________________________________________________________
 BK3250  X           -    -232,720.253 (meters)                     COMP
 BK3250  Y           -  -5,497,350.153 (meters)                     COMP
 BK3250  Z           -   3,214,928.449 (meters)                     COMP
 BK3250  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK3250  ELLIP HEIGHT-         -14.99  (meters)          (01/02/04) GPS OBS
 BK3250  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK3250
 BK3250  HORZ ORDER  -  THIRD
 BK3250  ELLP ORDER  -  FOURTH    CLASS II
 BK3250
 BK3250.This mark is at Eunice Airport (4R7)
 BK3250
 BK3250.The horizontal coordinates were established by GPS observations
 BK3250.and adjusted by the National Geodetic Survey in January 1993..
 BK3250
 BK3250.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3250
 BK3250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3250
 BK3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3250
 BK3250.The ellipsoidal height was determined by GPS observations
 BK3250.and is referenced to NAD 83.
 BK3250
 BK3250.The geoid height was determined by GEOID03.
 BK3250
 BK3250;                    North         East     Units Scale Factor Converg.
 BK3250;SPC LA S     -   218,339.243   895,259.717   MT  0.99995848   -0 32 43.4
 BK3250;SPC LA S     -   716,334.67  2,937,197.92   sFT  0.99995848   -0 32 43.4
 BK3250;UTM  15      - 3,370,483.212   555,287.153   MT  0.99963771   +0 17 31.3
 BK3250
 BK3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3250!SPC LA S     -   1.00000235  x   0.99995848  =   0.99996083
 BK3250!UTM  15      -   1.00000235  x   0.99963771  =   0.99964006
 BK3250
 BK3250:                Primary Azimuth Mark                     Grid Az
 BK3250:SPC LA S     -  BUTCH                                    344 04 28.8
 BK3250:UTM  15      -  BUTCH                                    343 14 14.1
 BK3250
 BK3250|---------------------------------------------------------------------|
 BK3250| PID    Reference Object                     Distance      Geod. Az  |
 BK3250|                                                           dddmmss.s |
 BK3250| BK3249 BUTCH                               APPROX. 0.7 KM 3433145.4 |
 BK3250|---------------------------------------------------------------------|
 BK3250
 BK3250                          SUPERSEDED SURVEY CONTROL
 BK3250
 BK3250  ELLIP H (01/21/93)  -14.91   (m)                       GP(       ) 4 2
 BK3250  NAD 83(1986)-  30 27 54.97454(N)    092 25 26.62667(W) AD(       ) 3
 BK3250  NAD 27      -  30 27 54.24859(N)    092 25 26.15038(W) AD(       ) 3
 BK3250  NGVD 29 (11/20/87)   12.8    (m)           42.     (f) GPS OBS        
 BK3250
 BK3250.Superseded values are not recommended for survey control.
 BK3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3250.See file dsdata.txt to determine how the superseded data were derived.
 BK3250
 BK3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5528770483(NAD 83)
 BK3250_MARKER: DZ = AZIMUTH MARK DISK
 BK3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3250_SP_SET: CONCRETE POST
 BK3250_STAMPING: BUTCH 1986
 BK3250_MARK LOGO: NGS   
 BK3250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3250+STABILITY: SURFACE MOTION
 BK3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3250+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1987
 BK3250
 BK3250  HISTORY     - Date     Condition        Report By
 BK3250  HISTORY     - 1986     MONUMENTED       LADTD
 BK3250  HISTORY     - 19861231 GOOD             LADTD
 BK3250  HISTORY     - 19870220 GOOD
 BK3250
 BK3250                          STATION DESCRIPTION
 BK3250
 BK3250'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK3250'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF EUNICE, AT THE
 BK3250'EUNICE AIRPORT NEAR THE SOUTH END OF THE RUNWAY.
 BK3250'OWNERSHIP--CITY OF EUNICE, MR. DREW MILLER, AIRPORT MANAGER,
 BK3250'EUNICE, LA. 70535, PHONE 318-457-9697.
 BK3250'
 BK3250'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 190 AND STATE
 BK3250'HIGHWAY 13 IN EUNICE, GO SOUTH ON HIGHWAY 13 FOR 0.9 KM (0.55 MI)
 BK3250'TO THE JUNCTION OF STATE HIGHWAY 91, W. MAPLE ST, GO WEST ON
 BK3250'HIGHWAY 91 FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF STATE HIGHWAY
 BK3250'755. TURN LEFT, SOUTH, ON HIGHWAY 755 FOR 2.1 KM (1.3 MI) TO COUNTY
 BK3250'ROAD 3123. TURN LEFT, SOUTHEAST, ON COUNTY ROAD 3123 FOR 0.6 KM
 BK3250'(0.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT. TURN LEFT GO EAST TO
 BK3250'THE TERMINAL BUILDING, GO SOUTH ALONG THE TAXIWAY FOR 0.6 KM (0.4
 BK3250'MI) TO ITS JUNCTION WITH THE RUNWAY AND THE MARK ON THE RIGHT.
 BK3250'
 BK3250'THE STATION IS A STANDARD NGS DISK
 BK3250'STAMPED---BUTCH 1986---,
 BK3250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3250'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3250'109.7 METERS (360 FT) SOUTHEAST FROM A CONCRETE FOUNDATION FOR
 BK3250'LIGHTED WIND TEE,
 BK3250'39.9 METERS (131 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 BK3250'23 METERS (75.5 FT) SOUTH FROM THE CENTER THE TAXIWAY LEADING TO
 BK3250'THE RUNWAY,
 BK3250'4.1 METERS (13.5 FT) EAST FROM THE EAST EDGE OF THE TAXIWAY AND
 BK3250'0.3 METER (1 FT) NORTH FROM A WITNESS POST.
 BK3250'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3250'STAMPED---BUTCH 1986---,
 BK3250'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK3250'
 BK3250'DESCRIBED BY R. COPP, TYPED BY RDB.
 BK3250
 BK3250                          STATION RECOVERY (1986)
 BK3250
 BK3250'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BK3250'ABOUT 3.2 KM (2.00 MI) SOUTH OF EUNICE, SET NEAR THE AIRPORT TERMINAL
 BK3250'BUILDING AT THE EUNICE AIRPORT, 109.7 METERS (359.9 FT) SOUTHEAST OF A
 BK3250'CONCRETE FOUNDATION FOR LIGHTED WINDTEE, 39.9 METERS (130.9 FT) WEST
 BK3250'OF THE WEST EDGE OF THE RUNWAY, 23 METERS (75.5 FT) SOUTH OF THE
 BK3250'CENTER OF THE TAXIWAY TO THE RUNWAY AND 4.1 METERS (13.5 FT) EAST OF
 BK3250'THE EAST EDGE OF THE TAXIWAY.
 BK3250
 BK3250                          STATION RECOVERY (1987)
 BK3250
 BK3250'RECOVERED 1987
 BK3250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2525 ***********************************************************************
 BJ2525  DESIGNATION -  BUTTE BOLT
 BJ2525  PID         -  BJ2525
 BJ2525  STATE/COUNTY-  LA/ST MARTIN
 BJ2525  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2525
 BJ2525                         *CURRENT SURVEY CONTROL
 BJ2525  ___________________________________________________________________
 BJ2525* NAD 83(1986)-  30 16 43.     (N)    091 41 10.     (W)     SCALED    
 BJ2525* NAVD 88     -         7.00   (+/-2cm)      23.0    (feet)  VERTCON   
 BJ2525  ___________________________________________________________________
 BJ2525  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2525
 BJ2525  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2525
 BJ2525.The horizontal coordinates were scaled from a topographic map and have
 BJ2525.an estimated accuracy of +/- 6 seconds.
 BJ2525
 BJ2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2525.The vertical order pertains to the NGVD 29 superseded value.
 BJ2525
 BJ2525.The geoid height was determined by GEOID03.
 BJ2525
 BJ2525;                    North         East    Units  Estimated Accuracy
 BJ2525;SPC LA S     -   197,200.      966,060.      MT  (+/- 180 meters Scaled)
 BJ2525
 BJ2525                          SUPERSEDED SURVEY CONTROL
 BJ2525
 BJ2525  NGVD 29 (??/??/??)    7.000  (m)           22.97   (f) ADJUSTED    1 2
 BJ2525
 BJ2525.Superseded values are not recommended for survey control.
 BJ2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2525.See file dsdata.txt to determine how the superseded data were derived.
 BJ2525
 BJ2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP263503(NAD 83)
 BJ2525_MARKER: B = BOLT
 BJ2525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2525_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2525_STAMPING: PBM BUTTE 1959 MSL
 BJ2525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2525
 BJ2525  HISTORY     - Date     Condition        Report By
 BJ2525  HISTORY     - 1959     MONUMENTED       DOD
 BJ2525  HISTORY     - 1975     GOOD             NGS
 BJ2525  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BJ2525
 BJ2525                          STATION DESCRIPTION
 BJ2525
 BJ2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BJ2525'IN BUTTE LA ROSE.
 BJ2525'LOCATED AT BUTTE LA. ROSE, 197.5 FEET SOUTHWEST OF THE CENTER OF THE
 BJ2525'CROSS ROADS WHICH IS ABOUT 200 YARDS SOUTH OF THE BOAT LANDING, 135
 BJ2525'FEET SOUTH OF THE TOP OF THE LEVEE, 108 FEET SOUTH OF THE CENTER OF AN
 BJ2525'EAST-WEST ROAD, 174 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 BJ2525'46.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF MR. DUPRES HOUSE, 2
 BJ2525'FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF HIS HOUSE, 2.5
 BJ2525'FEET EAST OF A FENCE AND FENCE POST WITH A WITNESS SIGN AND 14 FEET
 BJ2525'NORTH OF THE NORTH END OF A WOODEN GATE.  (IT IS COPPER BOLT SET IN
 BJ2525'THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH
 BJ2525'IS HAD THROUGH) A 2 1/2 INCH IRON PIPE PROJECTING ABOUT 1 FOOT.
 BJ2525
 BJ2525                          STATION RECOVERY (2004)
 BJ2525
 BJ2525'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ2525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2524 ***********************************************************************
 BJ2524  DESIGNATION -  BUTTE CAP
 BJ2524  PID         -  BJ2524
 BJ2524  STATE/COUNTY-  LA/ST MARTIN
 BJ2524  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2524
 BJ2524                         *CURRENT SURVEY CONTROL
 BJ2524  ___________________________________________________________________
 BJ2524* NAD 83(1986)-  30 16 43.     (N)    091 41 10.     (W)     SCALED    
 BJ2524* NAVD 88     -         7.00   (+/-2cm)      23.0    (feet)  VERTCON   
 BJ2524  ___________________________________________________________________
 BJ2524  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2524
 BJ2524  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2524
 BJ2524.The horizontal coordinates were scaled from a topographic map and have
 BJ2524.an estimated accuracy of +/- 6 seconds.
 BJ2524
 BJ2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2524.The vertical order pertains to the NGVD 29 superseded value.
 BJ2524
 BJ2524.The geoid height was determined by GEOID03.
 BJ2524
 BJ2524;                    North         East    Units  Estimated Accuracy
 BJ2524;SPC LA S     -   197,200.      966,060.      MT  (+/- 180 meters Scaled)
 BJ2524
 BJ2524                          SUPERSEDED SURVEY CONTROL
 BJ2524
 BJ2524  NGVD 29 (??/??/??)    7.001  (m)           22.97   (f) ADJUSTED    1 2
 BJ2524
 BJ2524.Superseded values are not recommended for survey control.
 BJ2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2524.See file dsdata.txt to determine how the superseded data were derived.
 BJ2524
 BJ2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP263503(NAD 83)
 BJ2524_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2524_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2524_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2524_STAMPING: PBM BUTTE 1959 MSL
 BJ2524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2524
 BJ2524  HISTORY     - Date     Condition        Report By
 BJ2524  HISTORY     - 1959     MONUMENTED       DOD
 BJ2524  HISTORY     - 1975     GOOD             NGS
 BJ2524  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BJ2524
 BJ2524                          STATION DESCRIPTION
 BJ2524
 BJ2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BJ2524'IN BUTTE LA ROSE.
 BJ2524'LOCATED AT BUTTE LA. ROSE, 197.5 FEET SOUTHWEST OF THE CENTER OF THE
 BJ2524'CROSS ROADS WHICH IS ABOUT 200 YARDS SOUTH OF THE BOAT LANDING, 135
 BJ2524'FEET SOUTH OF THE TOP OF THE LEVEE, 108 FEET SOUTH OF THE CENTER OF AN
 BJ2524'EAST-WEST ROAD, 174 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 BJ2524'46.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF MR. DUPRES HOUSE, 2
 BJ2524'FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF HIS HOUSE, 2.5
 BJ2524'FEET EAST OF A FENCE AND FENCE POST WITH A WITNESS SIGN AND 14 FEET
 BJ2524'NORTH OF THE NORTH END OF A WOODEN GATE.  A 2 1/2 INCH IRON PIPE
 BJ2524'PROJECTING ABOUT 1 FOOT.
 BJ2524
 BJ2524                          STATION RECOVERY (2004)
 BJ2524
 BJ2524'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ2524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2379 ***********************************************************************
 BJ2379  DESIGNATION -  BUTTE LA ROSE BOLT
 BJ2379  PID         -  BJ2379
 BJ2379  STATE/COUNTY-  LA/ST MARTIN
 BJ2379  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2379
 BJ2379                         *CURRENT SURVEY CONTROL
 BJ2379  ___________________________________________________________________
 BJ2379* NAD 83(1986)-  30 16 59.     (N)    091 41 05.     (W)     SCALED    
 BJ2379* NAVD 88     -         5.45   (+/-2cm)      17.9    (feet)  VERTCON   
 BJ2379  ___________________________________________________________________
 BJ2379  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2379
 BJ2379  VERT ORDER  -  ? (See Below)
 BJ2379
 BJ2379.The horizontal coordinates were scaled from a topographic map and have
 BJ2379.an estimated accuracy of +/- 6 seconds.
 BJ2379
 BJ2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2379.The vertical order pertains to the NGVD 29 superseded value.
 BJ2379
 BJ2379.The geoid height was determined by GEOID03.
 BJ2379
 BJ2379;                    North         East    Units  Estimated Accuracy
 BJ2379;SPC LA S     -   197,690.      966,200.      MT  (+/- 180 meters Scaled)
 BJ2379
 BJ2379                          SUPERSEDED SURVEY CONTROL
 BJ2379
 BJ2379  NGVD 29 (??/??/??)    5.454  (m)           17.89   (f) ADJUSTED    ?  
 BJ2379
 BJ2379.Superseded values are not recommended for survey control.
 BJ2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2379.See file dsdata.txt to determine how the superseded data were derived.
 BJ2379
 BJ2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP264508(NAD 83)
 BJ2379_MARKER: B = BOLT
 BJ2379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2379
 BJ2379  HISTORY     - Date     Condition        Report By
 BJ2379  HISTORY     - UNK      MONUMENTED       DOD
 BJ2379  HISTORY     - 1933     GOOD             DOD
 BJ2379
 BJ2379                          STATION DESCRIPTION
 BJ2379
 BJ2379'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2379'IN BUTTE LA ROSE.
 BJ2379'AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT LOWER END OF IRREGULAR SEC.
 BJ2379'10, T. 9 S., R. 8 E., OPPOSITE THE CONFLUENCE OF ATCHAFALAYA RIVER AND
 BJ2379'BUTTE LA ROSE BAY, IN A YARD, BETWEEN THE MRS. SEBASTIAN BENOIT STORE
 BJ2379'AND RESIDENCE, 175 FEET EAST OF THE EAST BANK OF THE RIVER, IN LINE
 BJ2379'BETWEEN TWO TRIANGULAR-BLAZED 12-INCH COTTONWOOD TREES, 36.3 FEET WEST
 BJ2379'OF A TRIANGULAR-BLAZED COTTONWOOD TREE, 20.2 FEET NORTHWEST OF A
 BJ2379'10-INCH TRIANGULAR-BLAZED CYPRESS TREE, AND 9.3 FEET NORTHWEST OF THE
 BJ2379'TRIANGULAR-BLAZED COTTONWOOD TREE NEAREST THE RIVER.  A COPPER BOLT,
 BJ2379'SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ2379'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BJ2379'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2378 ***********************************************************************
 BJ2378  DESIGNATION -  BUTTE LA ROSE CAP
 BJ2378  PID         -  BJ2378
 BJ2378  STATE/COUNTY-  LA/ST MARTIN
 BJ2378  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2378
 BJ2378                         *CURRENT SURVEY CONTROL
 BJ2378  ___________________________________________________________________
 BJ2378* NAD 83(1986)-  30 16 59.     (N)    091 41 05.     (W)     SCALED    
 BJ2378* NAVD 88     -         6.66   (+/-2cm)      21.9    (feet)  VERTCON   
 BJ2378  ___________________________________________________________________
 BJ2378  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2378
 BJ2378  VERT ORDER  -  ? (See Below)
 BJ2378
 BJ2378.The horizontal coordinates were scaled from a topographic map and have
 BJ2378.an estimated accuracy of +/- 6 seconds.
 BJ2378
 BJ2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2378.The vertical order pertains to the NGVD 29 superseded value.
 BJ2378
 BJ2378.The geoid height was determined by GEOID03.
 BJ2378
 BJ2378;                    North         East    Units  Estimated Accuracy
 BJ2378;SPC LA S     -   197,690.      966,200.      MT  (+/- 180 meters Scaled)
 BJ2378
 BJ2378                          SUPERSEDED SURVEY CONTROL
 BJ2378
 BJ2378  NGVD 29 (??/??/??)    6.660  (m)           21.85   (f) ADJUSTED    ?  
 BJ2378
 BJ2378.Superseded values are not recommended for survey control.
 BJ2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2378.See file dsdata.txt to determine how the superseded data were derived.
 BJ2378
 BJ2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP264508(NAD 83)
 BJ2378_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2378_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2378_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2378
 BJ2378  HISTORY     - Date     Condition        Report By
 BJ2378  HISTORY     - UNK      MONUMENTED       DOD
 BJ2378  HISTORY     - 1933     GOOD             DOD
 BJ2378
 BJ2378                          STATION DESCRIPTION
 BJ2378
 BJ2378'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2378'IN BUTTE LA ROSE.
 BJ2378'AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT LOWER END OF IRREGULAR SEC.
 BJ2378'10, T. 9 S., R. 8 E., OPPOSITE THE CONFLUENCE OF ATCHAFALAYA RIVER AND
 BJ2378'BUTTE LA ROSE BAY, IN A YARD, BETWEEN THE MRS. SEBASTIAN BENOIT STORE
 BJ2378'AND RESIDENCE, 175 FEET EAST OF THE EAST BANK OF THE RIVER, IN LINE
 BJ2378'BETWEEN TWO TRIANGULAR-BLAZED 12-INCH COTTONWOOD TREES, 36.3 FEET WEST
 BJ2378'OF A TRIANGULAR-BLAZED COTTONWOOD TREE, 20.2 FEET NORTHWEST OF A
 BJ2378'10-INCH TRIANGULAR-BLAZED CYPRESS TREE, AND 9.3 FEET NORTHWEST OF THE
 BJ2378'TRIANGULAR-BLAZED COTTONWOOD TREE NEARST THE RIVER.  AN IRON PIPE
 BJ2378'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2381 ***********************************************************************
 BJ2381  DESIGNATION -  BUTTE LA ROSE RM USE
 BJ2381  PID         -  BJ2381
 BJ2381  STATE/COUNTY-  LA/ST MARTIN
 BJ2381  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2381
 BJ2381                         *CURRENT SURVEY CONTROL
 BJ2381  ___________________________________________________________________
 BJ2381* NAD 83(1986)-  30 16 59.     (N)    091 41 05.     (W)     SCALED    
 BJ2381* NAVD 88     -        10.20   (+/-2cm)      33.5    (feet)  VERTCON   
 BJ2381  ___________________________________________________________________
 BJ2381  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2381
 BJ2381  VERT ORDER  -  ? (See Below)
 BJ2381
 BJ2381.The horizontal coordinates were scaled from a topographic map and have
 BJ2381.an estimated accuracy of +/- 6 seconds.
 BJ2381
 BJ2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2381.The vertical order pertains to the NGVD 29 superseded value.
 BJ2381
 BJ2381.The geoid height was determined by GEOID03.
 BJ2381
 BJ2381;                    North         East    Units  Estimated Accuracy
 BJ2381;SPC LA S     -   197,690.      966,200.      MT  (+/- 180 meters Scaled)
 BJ2381
 BJ2381                          SUPERSEDED SURVEY CONTROL
 BJ2381
 BJ2381  NGVD 29 (??/??/??)   10.206  (m)           33.48   (f) ADJUSTED    ?  
 BJ2381
 BJ2381.Superseded values are not recommended for survey control.
 BJ2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2381.See file dsdata.txt to determine how the superseded data were derived.
 BJ2381
 BJ2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP264508(NAD 83)
 BJ2381_MARKER: S = SPIKE
 BJ2381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2381_SP_SET: TREE
 BJ2381_STAMPING: PRE B.M. BUTTE LA ROSE
 BJ2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2381
 BJ2381  HISTORY     - Date     Condition        Report By
 BJ2381  HISTORY     - UNK      MONUMENTED       DOD
 BJ2381  HISTORY     - 1933     GOOD             DOD
 BJ2381
 BJ2381                          STATION DESCRIPTION
 BJ2381
 BJ2381'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2381'IN BUTTE LA ROSE.
 BJ2381'AT BUTTE LA ROSE, SAINT MARTIN PARISH, 40 FEET BACK OF P.B.M. BUTTE LA
 BJ2381'ROSE (U.S.E.), DESCRIBED ABOVE, AT A 24-INCH COTTONWOOD TREE WITH A
 BJ2381'BRASS PLATE STAMPED PRE B.M. BUTTE LA ROSE, IN THE DIAMOND BLAZE ON
 BJ2381'THE UPPER SIDE OF THE TREE, AND ABOUT 12 FEET HIGHER THAN THE GROUND.
 BJ2381'A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5117 ***********************************************************************
 BJ5117  DESIGNATION -  BUTTE LA ROSE USE 1935
 BJ5117  PID         -  BJ5117
 BJ5117  STATE/COUNTY-  LA/ST MARTIN
 BJ5117  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ5117
 BJ5117                         *CURRENT SURVEY CONTROL
 BJ5117  ___________________________________________________________________
 BJ5117* NAD 83(1992)-  30 17 03.71239(N)    091 41 10.37804(W)     ADJUSTED  
 BJ5117* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 BJ5117  ___________________________________________________________________
 BJ5117  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ5117  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5117
 BJ5117  HORZ ORDER  -  SECOND
 BJ5117
 BJ5117.The horizontal coordinates were established by classical geodetic methods
 BJ5117.and adjusted by the National Geodetic Survey in January 1993..
 BJ5117
 BJ5117.The orthometric height was scaled from a topographic map.
 BJ5117
 BJ5117.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5117
 BJ5117.The geoid height was determined by GEOID03.
 BJ5117
 BJ5117;                    North         East     Units Scale Factor Converg.
 BJ5117;SPC LA S     -   197,839.661   966,051.305   MT  0.99993794   -0 10 35.2
 BJ5117;SPC LA S     -   649,078.95  3,169,453.32   sFT  0.99993794   -0 10 35.2
 BJ5117;UTM  15      - 3,351,026.549   626,354.079   MT  0.99979696   +0 39 45.4
 BJ5117
 BJ5117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5117!SPC LA S     -   1.00000305  x   0.99993794  =   0.99994099
 BJ5117!UTM  15      -   1.00000305  x   0.99979696  =   0.99980001
 BJ5117
 BJ5117                          SUPERSEDED SURVEY CONTROL
 BJ5117
 BJ5117  NAD 83(1986)-  30 17 03.73221(N)    091 41 10.37411(W) AD(       ) 2
 BJ5117  NAD 27      -  30 17 03.01102(N)    091 41 09.94864(W) AD(       ) 2
 BJ5117
 BJ5117.Superseded values are not recommended for survey control.
 BJ5117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5117.See file dsdata.txt to determine how the superseded data were derived.
 BJ5117
 BJ5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2635451027(NAD 83)
 BJ5117_MARKER: P = PIPE CAP
 BJ5117_SETTING: 0 = UNSPECIFIED SETTING
 BJ5117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5117
 BJ5117  HISTORY     - Date     Condition        Report By
 BJ5117  HISTORY     - 1935     MONUMENTED       USE
 BJ5117  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5117
 BJ5117                          STATION DESCRIPTION
 BJ5117
 BJ5117'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BJ5117'ON THE N BANK OF THE ATCHAFALAYA RIVER, ABOUT 4.2 MILES S OF
 BJ5117'THE FISHING POST OF ATCHAFALAYA, ABOUT 2.9 MILES S OF THE N
 BJ5117'ENTRANCE TO THE BUTTE LA ROSE CUT, 2.8 MILES W BY S OF THE
 BJ5117'S ENTRANCE TO THE BUTTE LA ROSE CUT, 40 FEET S OF A POPLAR
 BJ5117'TREE ON WHICH TWO TRIANGLES HAVE BEEN BLAZED, ON LAND BELONGING
 BJ5117'TO A MISS BENOIT, AND HALFWAY BETWEEN THE STORE OF JOE AMY
 BJ5117'AND MISS BENOITS HOUSE.
 BJ5117'
 BJ5117'THE STATION IS MARKED BY A BRONZE CAP ON A 6-INCH IRON PIPE
 BJ5117'PROTRUDING ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND
 BJ5117'AND MARKED MISSISSIPPI RIVER COMMISSION.
 BJ5117
 BJ5117                          STATION RECOVERY (1957)
 BJ5117
 BJ5117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5117'STATION NOT RECOVERED.  THE BENOIT HOUSE AND STORE HAVE
 BJ5117'BEEN DESTROYED AND THE MARK IS PROBABLY COVERED BY SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2686 ***********************************************************************
 BX2686  DESIGNATION -  BUTTON
 BX2686  PID         -  BX2686
 BX2686  STATE/COUNTY-  LA/RAPIDES
 BX2686  USGS QUAD   -  ALEXANDRIA (1992)
 BX2686
 BX2686                         *CURRENT SURVEY CONTROL
 BX2686  ___________________________________________________________________
 BX2686* NAD 83(1992)-  31 15 12.90008(N)    092 23 09.63664(W)     ADJUSTED  
 BX2686* NAVD 88     -        28.4    (meters)      93.     (feet)  VERTCON   
 BX2686  ___________________________________________________________________
 BX2686  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BX2686  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX2686
 BX2686  HORZ ORDER  -  SECOND
 BX2686
 BX2686.The horizontal coordinates were established by classical geodetic methods
 BX2686.and adjusted by the National Geodetic Survey in January 1993..
 BX2686
 BX2686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2686
 BX2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2686
 BX2686.The geoid height was determined by GEOID03.
 BX2686
 BX2686;                    North         East     Units Scale Factor Converg.
 BX2686;SPC LA N     -    83,560.644 1,010,857.396   MT  0.99998143   +0 03 37.0
 BX2686;SPC LA N     -   274,148.55  3,316,454.64   sFT  0.99998143   +0 03 37.0
 BX2686;UTM  15      - 3,457,868.409   558,460.027   MT  0.99964215   +0 19 06.8
 BX2686
 BX2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2686!SPC LA N     -   0.99999973  x   0.99998143  =   0.99998116
 BX2686!UTM  15      -   0.99999973  x   0.99964215  =   0.99964188
 BX2686
 BX2686|---------------------------------------------------------------------|
 BX2686| PID    Reference Object                     Distance      Geod. Az  |
 BX2686|                                                           dddmmss.s |
 BX2686| CY3941 BUTTON RM 1                          13.098 METERS 11922     |
 BX2686| CY3940 BUTTON AZ MK                                       1975939.9 |
 BX2686| BX2687 BUTTON LDH 1969 RM 2                  9.467 METERS 32410     |
 BX2686|---------------------------------------------------------------------|
 BX2686
 BX2686                          SUPERSEDED SURVEY CONTROL
 BX2686
 BX2686  NAD 83(1986)-  31 15 12.91933(N)    092 23 09.63205(W) AD(       ) 2
 BX2686  NAD 27      -  31 15 12.25600(N)    092 23 09.14601(W) AD(       ) 2
 BX2686  NGVD 29 (07/19/86)   28.4    (m)           93.     (f) VERT ANG       
 BX2686
 BX2686.Superseded values are not recommended for survey control.
 BX2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2686.See file dsdata.txt to determine how the superseded data were derived.
 BX2686
 BX2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5846057868(NAD 83)
 BX2686_MARKER: DD = SURVEY DISK
 BX2686_SETTING: 0 = UNSPECIFIED SETTING
 BX2686
 BX2686  HISTORY     - Date     Condition        Report By
 BX2686  HISTORY     - 1969     MONUMENTED       LADTD
 BX2686
 BX2686                          STATION DESCRIPTION
 BX2686
 BX2686'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2686'*STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2686'U.S. COAST AND GEODETIC SURVEY DISK STAMPED BUTTON 1969, IS SET
 BX2686'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE
 BX2686'MARK IS 6.9 FEET SOUTH OF THE CENTER OF THE LEVEE, 168.8 FEET
 BX2686'NORTHWEST OF AN 18 INCH SYCAMORE TREE, 141.9 FEET NORTH OF A
 BX2686'FENCE, 167.3 FEET NORTH OF THE CENTER OF THE RIVER ROAD AND 2.5
 BX2686'FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BX2686'
 BX2686'TO REACH THE STATION FROM THE GUARANTY NATIONAL BANK BUILDING
 BX2686'IN DOWNTOWN ALEXANDRIA, DRIVE SOUTH ALONG STATE HIGHWAY 1 FOR
 BX2686'6.0 MILES TO ITS INTERSECTION WITH A ROAD ALONG THE LEVEE.  THE
 BX2686'STATION IS ON THE LEVEE LEFT OF THE INTERSECTION.
 BX2686'
 BX2686'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2686'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED BUTTON RM 1 1969,
 BX2686'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2686'GROUND.  THE MARK IS 43 FEET EAST OF A METAL WITNESS POST AND
 BX2686'SIGN, 150 FEET NORTHWEST OF AN 18 INCH SYCAMORE TREE, 140 FEET
 BX2686'NORTH OF A FENCE, 165 FEET NORTH OF THE CENTER OF THE LEVEE
 BX2686'ROAD AND 8.2 FEET SOUTH OF THE CENTER OF THE LEVEE.
 BX2686'
 BX2686'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2686'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED BUTTON RM 2 1969,
 BX2686'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2686'GROUND.  THE MARK IS 6.4 FEET NORTH OF THE CENTER OF THE LEVEE,
 BX2686'185 FEET NORTHWEST OF AN 18 INCH SYCAMORE TREE, 155 FEET NORTH
 BX2686'OF A FENCE AND 180 FEET NORTH OF THE RIVER ROAD.
 BX2686'
 BX2686'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2686'U.S. COAST AND GEODETIC SURVEY DISK STAMPED BUTTON AZ MK 1969,
 BX2686'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2686'ABOVE THE GROUND.  THE MARK IS 1.7 FEET EAST OF THE METAL
 BX2686'WITNESS POST AND SIGN, 49.3 FEET WEST OF THE CENTERLINE OF
 BX2686'STATE HIGHWAY 1, 4 FEET SOUTHEAST OF TELEPHONE POLE NO. 82 AND
 BX2686'281 FEET SOUTH OF THE CENTER OF A DRIVE LEADING TO THE DWIGHT
 BX2686'BUCHANAN RESIDENCE.
 BX2686'
 BX2686'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 BX2686'STATE HIGHWAY 1 FOR 0.28 MILE TO THE MARK WHICH IS ON THE WEST
 BX2686'SIDE OF THE HIGHWAY NEAR A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0236 ***********************************************************************
 BJ0236  DESIGNATION -  C
 BJ0236  PID         -  BJ0236
 BJ0236  STATE/COUNTY-  LA/ST LANDRY
 BJ0236  USGS QUAD   -  MELVILLE (1994)
 BJ0236
 BJ0236                         *CURRENT SURVEY CONTROL
 BJ0236  ___________________________________________________________________
 BJ0236* NAD 83(1986)-  30 41 27.     (N)    091 44 17.     (W)     SCALED    
 BJ0236* NAVD 88     -        16.35   (+/-2cm)      53.6    (feet)  VERTCON   
 BJ0236  ___________________________________________________________________
 BJ0236  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0236
 BJ0236  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0236
 BJ0236.The horizontal coordinates were scaled from a topographic map and have
 BJ0236.an estimated accuracy of +/- 6 seconds.
 BJ0236
 BJ0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0236.The vertical order pertains to the NGVD 29 superseded value.
 BJ0236
 BJ0236.The geoid height was determined by GEOID03.
 BJ0236
 BJ0236;                    North         East    Units  Estimated Accuracy
 BJ0236;SPC LA S     -   242,920.      961,220.      MT  (+/- 180 meters Scaled)
 BJ0236
 BJ0236                          SUPERSEDED SURVEY CONTROL
 BJ0236
 BJ0236  NGVD 29 (??/??/??)   16.351  (m)           53.64   (f) ADJUSTED    1 2
 BJ0236
 BJ0236.Superseded values are not recommended for survey control.
 BJ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0236.See file dsdata.txt to determine how the superseded data were derived.
 BJ0236
 BJ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP208960(NAD 83)
 BJ0236_MARKER: X = CHISELED CROSS
 BJ0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0236_SP_SET: ABUTMENT
 BJ0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0236
 BJ0236  HISTORY     - Date     Condition        Report By
 BJ0236  HISTORY     - UNK      MONUMENTED       DOD
 BJ0236  HISTORY     - 1966     GOOD             CGS
 BJ0236  HISTORY     - 1976     SEE DESCRIPTION  NGS
 BJ0236
 BJ0236                          STATION DESCRIPTION
 BJ0236
 BJ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0236'0.2 MI E FROM MELVILLE.
 BJ0236'ABOUT 0.2 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ0236'STATION AT MELVILLE, A CHISELED CROSS ON THE TOP OF THE SOUTHWEST
 BJ0236'CORNER OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER THE
 BJ0236'ATCHAFALAYA RIVER 7.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 BJ0236'19.0 FEET SOUTH OF BENCH MARK R 234, ABOUT 1 FOOT BELOW THE TOP OF THE
 BJ0236'TRACK.
 BJ0236
 BJ0236                          STATION RECOVERY (1976)
 BJ0236
 BJ0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0236'A CHISELED CROSS SET IN TOP OF THE SOUTHWEST CORNER OF SOUTHEND OF THE
 BJ0236'WEST CONCRETE ABUTMENT OF THE TEXAS AND PACIFIC RAILROAD BRIDGE OVER
 BJ0236'THE ATCHAFALAYA RIVER, 7.2 FT SOUTH OF SOUTH RAIL, 19.0 FT SOUTH AND
 BJ0236'ACROSS TRACKS FROM BM R 234, (NOTE) MARK IS INACCESSABLE DUE TO A
 BJ0236'RAILROAD TIE BOLTED OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1985 ***********************************************************************
 BX1985  DESIGNATION -  C 100
 BX1985  PID         -  BX1985
 BX1985  STATE/COUNTY-  LA/VERNON
 BX1985  USGS QUAD   -  DOWDEN CREEK (1994)
 BX1985
 BX1985                         *CURRENT SURVEY CONTROL
 BX1985  ___________________________________________________________________
 BX1985* NAD 83(1986)-  31 15 03.     (N)    093 20 31.     (W)     SCALED    
 BX1985* NAVD 88     -       102.79   (+/-2cm)     337.2    (feet)  VERTCON   
 BX1985  ___________________________________________________________________
 BX1985  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX1985
 BX1985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1985
 BX1985.The horizontal coordinates were scaled from a topographic map and have
 BX1985.an estimated accuracy of +/- 6 seconds.
 BX1985
 BX1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1985.The vertical order pertains to the NGVD 29 superseded value.
 BX1985
 BX1985.The geoid height was determined by GEOID03.
 BX1985
 BX1985;                    North         East    Units  Estimated Accuracy
 BX1985;SPC LA N     -    83,560.      919,800.      MT  (+/- 180 meters Scaled)
 BX1985
 BX1985                          SUPERSEDED SURVEY CONTROL
 BX1985
 BX1985  NGVD 29 (??/??/??)  102.876  (m)          337.52   (f) ADJUSTED    2 0
 BX1985
 BX1985.Superseded values are not recommended for survey control.
 BX1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1985.See file dsdata.txt to determine how the superseded data were derived.
 BX1985
 BX1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ674574(NAD 83)
 BX1985_MARKER: DB = BENCH MARK DISK
 BX1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1985_STAMPING: C 100 1938
 BX1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1985+STABILITY: SURFACE MOTION
 BX1985
 BX1985  HISTORY     - Date     Condition        Report By
 BX1985  HISTORY     - 1938     MONUMENTED       CGS
 BX1985  HISTORY     - 1962     POOR             CGS
 BX1985  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1985  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1985
 BX1985                          STATION DESCRIPTION
 BX1985
 BX1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1985'IN ANACOCO.
 BX1985'AT ANACOCO, VERNON COUNTY, 174 FEET SOUTH OF THE KANSAS CITY SOUTHERN
 BX1985'RAILWAY STATION, 33 FEET WEST OF THE WEST RAIL, 4 FEET NORTH OF A
 BX1985'POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED C 100
 BX1985'1938 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK HAS BEEN
 BX1985'STRUCK HARD AND NOW LEANS EAST 40 DEGREES, NOT USABLE.
 BX1985
 BX1985                          STATION RECOVERY (1994)
 BX1985
 BX1985'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1985'MARK NOT FOUND.
 BX1985
 BX1985                          STATION RECOVERY (2001)
 BX1985
 BX1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1985'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2172 ***********************************************************************
 BX2172  DESIGNATION -  C 102
 BX2172  PID         -  BX2172
 BX2172  STATE/COUNTY-  LA/DE SOTO
 BX2172  USGS QUAD   -  PELICAN (1992)
 BX2172
 BX2172                         *CURRENT SURVEY CONTROL
 BX2172  ___________________________________________________________________
 BX2172* NAD 83(1986)-  31 53 54.     (N)    093 36 13.     (W)     SCALED    
 BX2172* NAVD 88     -        87.491  (meters)     287.04   (feet)  ADJUSTED  
 BX2172  ___________________________________________________________________
 BX2172  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX2172  DYNAMIC HT  -          87.387 (meters)     286.70  (feet)  COMP
 BX2172  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 BX2172
 BX2172  VERT ORDER  -  FIRST     CLASS II
 BX2172
 BX2172.The horizontal coordinates were scaled from a topographic map and have
 BX2172.an estimated accuracy of +/- 6 seconds.
 BX2172
 BX2172.The orthometric height was determined by differential leveling
 BX2172.and adjusted by the National Geodetic Survey in February 1994..
 BX2172
 BX2172.The geoid height was determined by GEOID03.
 BX2172
 BX2172.The dynamic height is computed by dividing the NAVD 88
 BX2172.geopotential number by the normal gravity value computed on the
 BX2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2172.degrees latitude (g = 980.6199 gals.).
 BX2172
 BX2172.The modeled gravity was interpolated from observed gravity values.
 BX2172
 BX2172;                    North         East    Units  Estimated Accuracy
 BX2172;SPC LA N     -   155,570.      895,610.      MT  (+/- 180 meters Scaled)
 BX2172
 BX2172                          SUPERSEDED SURVEY CONTROL
 BX2172
 BX2172  NGVD 29 (??/??/??)   87.522  (m)          287.15   (f) ADJUSTED    1 2
 BX2172
 BX2172.Superseded values are not recommended for survey control.
 BX2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2172.See file dsdata.txt to determine how the superseded data were derived.
 BX2172
 BX2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR429293(NAD 83)
 BX2172_MARKER: DB = BENCH MARK DISK
 BX2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2172_STAMPING: C-102 1938
 BX2172_MARK LOGO: CGS   
 BX2172_PROJECTION: PROJECTING 5 CENTIMETERS
 BX2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2172+STABILITY: SURFACE MOTION
 BX2172
 BX2172  HISTORY     - Date     Condition        Report By
 BX2172  HISTORY     - 1938     MONUMENTED       CGS
 BX2172  HISTORY     - 1981     GOOD             LADTD
 BX2172  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX2172
 BX2172                          STATION DESCRIPTION
 BX2172
 BX2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2172'1.4 MI NW FROM PELICAN.
 BX2172'ABOUT 1.4 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2172'STATION AT PELICAN, DE SOTO PARISH, ABOUT 9 POLES NORTHWEST OF
 BX2172'MILEPOST 276, ABOUT 6 POLES NORTHWEST OF A ROAD CROSSING, AND 40 FEET
 BX2172'SOUTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED C
 BX2172'102 1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX2172
 BX2172                          STATION RECOVERY (1981)
 BX2172
 BX2172'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BX2172'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  ABOUT
 BX2172'1 KM (0.6 MI) NORTH ALONG STATE HIGHWAY 513 FROM THE PELICAN HIGH
 BX2172'SCHOOL IN PELICAN TO THE MARK ON THE RIGHT, 19.4 METERS (63.5 FT)
 BX2172'NORTH OF THE CENTER OF THE ROAD, 7.9 METERS (26 FT) NORTHEAST OF A
 BX2172'31-INCH PINE TREE, 3.8 METERS (12.5 FT) NORTH-NORTHWEST OF A 18-INCH
 BX2172'PINE TREE.
 BX2172'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BX2172'THE MARK IS 1.22 M ABOVE STATE HIGHWAY 513.
 BX2172
 BX2172                          STATION RECOVERY (1986)
 BX2172
 BX2172'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 BX2172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2019 ***********************************************************************
 CQ2019  DESIGNATION -  C 103
 CQ2019  PID         -  CQ2019
 CQ2019  STATE/COUNTY-  LA/BOSSIER
 CQ2019  USGS QUAD   -  EASTWOOD (1975)
 CQ2019
 CQ2019                         *CURRENT SURVEY CONTROL
 CQ2019  ___________________________________________________________________
 CQ2019* NAD 83(1986)-  32 31 55.     (N)    093 32 35.     (W)     SCALED    
 CQ2019* NAVD 88     -        79.949  (meters)     262.30   (feet)  ADJUSTED  
 CQ2019  ___________________________________________________________________
 CQ2019  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2019  DYNAMIC HT  -          79.858 (meters)     262.00  (feet)  COMP
 CQ2019  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 CQ2019
 CQ2019  VERT ORDER  -  FIRST     CLASS II
 CQ2019
 CQ2019.The horizontal coordinates were scaled from a topographic map and have
 CQ2019.an estimated accuracy of +/- 6 seconds.
 CQ2019
 CQ2019.The orthometric height was determined by differential leveling
 CQ2019.and adjusted by the National Geodetic Survey in June 1991..
 CQ2019
 CQ2019.The geoid height was determined by GEOID03.
 CQ2019
 CQ2019.The dynamic height is computed by dividing the NAVD 88
 CQ2019.geopotential number by the normal gravity value computed on the
 CQ2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2019.degrees latitude (g = 980.6199 gals.).
 CQ2019
 CQ2019.The modeled gravity was interpolated from observed gravity values.
 CQ2019
 CQ2019;                    North         East    Units  Estimated Accuracy
 CQ2019;SPC LA N     -   225,770.      902,020.      MT  (+/- 180 meters Scaled)
 CQ2019
 CQ2019                          SUPERSEDED SURVEY CONTROL
 CQ2019
 CQ2019  NGVD 29 (??/??/??)   80.004  (m)          262.48   (f) ADJUSTED    1 2
 CQ2019
 CQ2019.Superseded values are not recommended for survey control.
 CQ2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2019.See file dsdata.txt to determine how the superseded data were derived.
 CQ2019
 CQ2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR490995(NAD 83)
 CQ2019_MARKER: DB = BENCH MARK DISK
 CQ2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2019+STABILITY: SURFACE MOTION
 CQ2019
 CQ2019  HISTORY     - Date     Condition        Report By
 CQ2019  HISTORY     - UNK      MONUMENTED       CGS
 CQ2019  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2019
 CQ2019                          STATION DESCRIPTION
 CQ2019
 CQ2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2019'2.3 MI W FROM HAUGHTON.
 CQ2019'2.3 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CQ2019'THE STATION AT HAUGHTON, BETWEEN THE THIRD AND FOURTH POLES WEST OF
 CQ2019'MILEPOST 156, AT AN OLD ABANDONED ROAD CROSSING, 23 FEET SOUTH OF THE
 CQ2019'SOUTH RAIL, AND IN LINE WITH A ROW OF POLES, AND SET IN THE TOP OF A
 CQ2019'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1640 ***********************************************************************
 CQ1640  DESIGNATION -  C 105
 CQ1640  PID         -  CQ1640
 CQ1640  STATE/COUNTY-  LA/DE SOTO
 CQ1640  USGS QUAD   -  MANSFIELD (1994)
 CQ1640
 CQ1640                         *CURRENT SURVEY CONTROL
 CQ1640  ___________________________________________________________________
 CQ1640* NAD 83(1986)-  32 02 57.     (N)    093 39 15.     (W)     SCALED    
 CQ1640* NAVD 88     -        83.84   (+/-2cm)     275.1    (feet)  VERTCON   
 CQ1640  ___________________________________________________________________
 CQ1640  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1640
 CQ1640  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1640
 CQ1640.The horizontal coordinates were scaled from a topographic map and have
 CQ1640.an estimated accuracy of +/- 6 seconds.
 CQ1640
 CQ1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1640.The vertical order pertains to the NGVD 29 superseded value.
 CQ1640
 CQ1640.The geoid height was determined by GEOID03.
 CQ1640
 CQ1640;                    North         East    Units  Estimated Accuracy
 CQ1640;SPC LA N     -   172,340.      891,010.      MT  (+/- 180 meters Scaled)
 CQ1640
 CQ1640                          SUPERSEDED SURVEY CONTROL
 CQ1640
 CQ1640  NGVD 29 (??/??/??)   83.899  (m)          275.26   (f) ADJUSTED    1 2
 CQ1640
 CQ1640.Superseded values are not recommended for survey control.
 CQ1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1640.See file dsdata.txt to determine how the superseded data were derived.
 CQ1640
 CQ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR382460(NAD 83)
 CQ1640_MARKER: DB = BENCH MARK DISK
 CQ1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1640_STAMPING: C 105 1938
 CQ1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1640+STABILITY: SURFACE MOTION
 CQ1640
 CQ1640  HISTORY     - Date     Condition        Report By
 CQ1640  HISTORY     - 1938     MONUMENTED       CGS
 CQ1640  HISTORY     - 1957     POOR             CGS
 CQ1640  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1640  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1640
 CQ1640                          STATION DESCRIPTION
 CQ1640
 CQ1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1640'2.8 MI E FROM MANSFIELD.
 CQ1640'2.8 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN
 CQ1640'RAILWAY STATION AT MANSFIELD, DE SOTO PARISH, AT THE THOMAS CHAPEL
 CQ1640'NEGRO CHURCH, IN LINE WITH THE SOUTH SIDE, 19 FEET WEST OF THE
 CQ1640'SOUTHWEST CORNER, 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 CQ1640'42 FEET NORTHEAST OF A LARGE OAK TREE.  A STANDARD DISK, STAMPED C 105
 CQ1640'1938 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST LEANING.
 CQ1640
 CQ1640                          STATION RECOVERY (1974)
 CQ1640
 CQ1640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1640'MARK NOT FOUND.
 CQ1640
 CQ1640                          STATION RECOVERY (1996)
 CQ1640
 CQ1640'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1685 ***********************************************************************
 CP1685  DESIGNATION -  C 106
 CP1685  PID         -  CP1685
 CP1685  STATE/COUNTY-  LA/TENSAS
 CP1685  USGS QUAD   -  GRAND GULF (1963)
 CP1685
 CP1685                         *CURRENT SURVEY CONTROL
 CP1685  ___________________________________________________________________
 CP1685* NAD 83(1986)-  32 04 26.     (N)    091 05 12.     (W)     SCALED    
 CP1685* NAVD 88     -        27.39   (+/-2cm)      89.9    (feet)  VERTCON   
 CP1685  ___________________________________________________________________
 CP1685  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1685
 CP1685  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1685
 CP1685.The horizontal coordinates were scaled from a topographic map and have
 CP1685.an estimated accuracy of +/- 6 seconds.
 CP1685
 CP1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1685.The vertical order pertains to the NGVD 29 superseded value.
 CP1685
 CP1685.The geoid height was determined by GEOID03.
 CP1685
 CP1685;                    North         East    Units  Estimated Accuracy
 CP1685;SPC LA N     -   175,380.    1,133,430.      MT  (+/- 180 meters Scaled)
 CP1685
 CP1685                          SUPERSEDED SURVEY CONTROL
 CP1685
 CP1685  NGVD 29 (??/??/92)   27.411  (m)           89.93   (f) ADJ UNCH    1 2
 CP1685
 CP1685.Superseded values are not recommended for survey control.
 CP1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1685.See file dsdata.txt to determine how the superseded data were derived.
 CP1685
 CP1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR805502(NAD 83)
 CP1685_MARKER: DB = BENCH MARK DISK
 CP1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1685_STAMPING: C 106 1938
 CP1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1685+STABILITY: SURFACE MOTION
 CP1685
 CP1685  HISTORY     - Date     Condition        Report By
 CP1685  HISTORY     - 1938     MONUMENTED       CGS
 CP1685
 CP1685                          STATION DESCRIPTION
 CP1685
 CP1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CP1685'9 MI E FROM NEWELLTON.
 CP1685'9 MILES EAST OF NEWELLTON, TENSAS PARISH, 2 MILES SOUTH OF BUCK RIDGE
 CP1685'LANDING, AT THE BACK END OF A LARGE NATURAL CLEARING, 2100 FEET FROM A
 CP1685'CAVING BANK, 180 FEET RIVERSIDE OF THE TIMBER LINE AT THE BACK OF THE
 CP1685'CLEARING, AT A SMALL GRASSY KNOLL, 226.3 FEET SOUTH OF A BLAZED
 CP1685'19-INCH COTTONWOOD TREE, 198 FEET SOUTHEAST OF A BLAZED 18-INCH
 CP1685'COTTONWOOD TREE, AND 192.4 FEET NORTHWEST OF A BLAZED 14-INCH
 CP1685'COTTONWOOD TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CP1685'PROJECTING 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1686 ***********************************************************************
 CP1686  DESIGNATION -  C 106 RM
 CP1686  PID         -  CP1686
 CP1686  STATE/COUNTY-  LA/TENSAS
 CP1686  USGS QUAD   -  GRAND GULF (1963)
 CP1686
 CP1686                         *CURRENT SURVEY CONTROL
 CP1686  ___________________________________________________________________
 CP1686* NAD 83(1986)-  32 04 29.     (N)    091 05 28.     (W)     SCALED    
 CP1686* NAVD 88     -        29.24   (+/-2cm)      95.9    (feet)  VERTCON   
 CP1686  ___________________________________________________________________
 CP1686  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1686
 CP1686  VERT ORDER  -  ? (See Below)
 CP1686
 CP1686.The horizontal coordinates were scaled from a topographic map and have
 CP1686.an estimated accuracy of +/- 6 seconds.
 CP1686
 CP1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1686.The vertical order pertains to the NGVD 29 superseded value.
 CP1686
 CP1686.The geoid height was determined by GEOID03.
 CP1686
 CP1686;                    North         East    Units  Estimated Accuracy
 CP1686;SPC LA N     -   175,460.    1,133,010.      MT  (+/- 180 meters Scaled)
 CP1686
 CP1686                          SUPERSEDED SURVEY CONTROL
 CP1686
 CP1686  NGVD 29 (??/??/92)   29.266  (m)           96.02   (f) ADJ UNCH    ?  
 CP1686
 CP1686.Superseded values are not recommended for survey control.
 CP1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1686.See file dsdata.txt to determine how the superseded data were derived.
 CP1686
 CP1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR801503(NAD 83)
 CP1686_MARKER: S = SPIKE
 CP1686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1686_SP_SET: TREE
 CP1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1686
 CP1686  HISTORY     - Date     Condition        Report By
 CP1686  HISTORY     - UNK      MONUMENTED       CGS
 CP1686  HISTORY     - 1938     GOOD             NGS
 CP1686
 CP1686                          STATION DESCRIPTION
 CP1686
 CP1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1686'9 MI E FROM NEWELLTON.
 CP1686'9 MILES EAST OF NEWELLTON, TENSAS PARISH, 2 MILES SOUTH OF BUCK RIDGE
 CP1686'LANDING, 0.3 MILE FROM BENCH MARK C 106, 20 FEET RIVERSIDE OF 1938
 CP1686'P.I. (VICKERYS) CONTROL, 33 FEET NORTHWEST OF P.I. 42, IN THE
 CP1686'NORTHWEST SIDE OF A 16-INCH COTTONWOOD TREE, AND IN THE BOTTOM OF A
 CP1686'TRIANGULAR BLAZE 3-1/2 FEET ABOVE THE GROUND.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1329 ***********************************************************************
 BW1329  DESIGNATION -  C 108
 BW1329  PID         -  BW1329
 BW1329  STATE/COUNTY-  LA/CONCORDIA
 BW1329  USGS QUAD   -  FAIRVIEW (1983)
 BW1329
 BW1329                         *CURRENT SURVEY CONTROL
 BW1329  ___________________________________________________________________
 BW1329* NAD 83(1986)-  31 17 43.     (N)    091 32 18.     (W)     SCALED    
 BW1329* NAVD 88     -        17.27   (+/-2cm)      56.7    (feet)  VERTCON   
 BW1329  ___________________________________________________________________
 BW1329  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BW1329
 BW1329  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1329
 BW1329.The horizontal coordinates were scaled from a topographic map and have
 BW1329.an estimated accuracy of +/- 6 seconds.
 BW1329
 BW1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1329.The vertical order pertains to the NGVD 29 superseded value.
 BW1329
 BW1329.The geoid height was determined by GEOID03.
 BW1329
 BW1329;                    North         East    Units  Estimated Accuracy
 BW1329;SPC LA N     -    88,580.    1,091,560.      MT  (+/- 180 meters Scaled)
 BW1329
 BW1329                          SUPERSEDED SURVEY CONTROL
 BW1329
 BW1329  NGVD 29 (??/??/92)   17.252  (m)           56.60   (f) ADJ UNCH    1 2
 BW1329
 BW1329.Superseded values are not recommended for survey control.
 BW1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1329.See file dsdata.txt to determine how the superseded data were derived.
 BW1329
 BW1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ391632(NAD 83)
 BW1329_MARKER: DB = BENCH MARK DISK
 BW1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1329_STAMPING: C 108 1938
 BW1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1329+STABILITY: SURFACE MOTION
 BW1329
 BW1329  HISTORY     - Date     Condition        Report By
 BW1329  HISTORY     - 1938     MONUMENTED       CGS
 BW1329  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1329
 BW1329                          STATION DESCRIPTION
 BW1329
 BW1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1329'7.5 MI NE FROM SLOCUM.
 BW1329'7-1/2 MILES NORTHEAST ALONG STATE HIGHWAY 49 FROM SLOCUM, CONCORDIA
 BW1329'PARISH, 3 MILES NORTH OF POINT PLEASANT CHURCH, AT THE NORTHEAST
 BW1329'CORNER OF A FENCE SURROUNDING POINT PLEASANT HOME, 92 FEET WEST OF A
 BW1329'48-INCH PECAN TREE, 80 FEET EAST OF A 36-INCH PECAN TREE, 30 FEET FROM
 BW1329'THE TOP BANK OF A LAKE ALONG THE HIGHWAY, AND 20 FEET FROM THE
 BW1329'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A
 BW1329'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 BW1329
 BW1329                          STATION RECOVERY (1966)
 BW1329
 BW1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1269 ***********************************************************************
 BK1269  DESIGNATION -  C 109
 BK1269  PID         -  BK1269
 BK1269  STATE/COUNTY-  LA/BEAUREGARD
 BK1269  USGS QUAD   -  DERIDDER (1994)
 BK1269
 BK1269                         *CURRENT SURVEY CONTROL
 BK1269  ___________________________________________________________________
 BK1269* NAD 83(1986)-  30 50 01.     (N)    093 19 23.     (W)     SCALED    
 BK1269* NAVD 88     -        61.493  (meters)     201.75   (feet)  ADJUSTED  
 BK1269  ___________________________________________________________________
 BK1269  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK1269  DYNAMIC HT  -          61.415 (meters)     201.49  (feet)  COMP
 BK1269  MODELED GRAV-     979,372.0   (mgal)                       NAVD 88
 BK1269
 BK1269  VERT ORDER  -  SECOND    CLASS 0
 BK1269
 BK1269.The horizontal coordinates were scaled from a topographic map and have
 BK1269.an estimated accuracy of +/- 6 seconds.
 BK1269
 BK1269.The orthometric height was determined by differential leveling
 BK1269.and adjusted by the National Geodetic Survey in February 1994..
 BK1269
 BK1269.The geoid height was determined by GEOID03.
 BK1269
 BK1269.The dynamic height is computed by dividing the NAVD 88
 BK1269.geopotential number by the normal gravity value computed on the
 BK1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1269.degrees latitude (g = 980.6199 gals.).
 BK1269
 BK1269.The modeled gravity was interpolated from observed gravity values.
 BK1269
 BK1269;                    North         East    Units  Estimated Accuracy
 BK1269;SPC LA S     -   260,330.      809,650.      MT  (+/- 180 meters Scaled)
 BK1269
 BK1269                          SUPERSEDED SURVEY CONTROL
 BK1269
 BK1269  NGVD 29 (??/??/??)   61.655  (m)          202.28   (f) ADJUSTED    2 0
 BK1269
 BK1269.Superseded values are not recommended for survey control.
 BK1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1269.See file dsdata.txt to determine how the superseded data were derived.
 BK1269
 BK1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ691112(NAD 83)
 BK1269_MARKER: DB = BENCH MARK DISK
 BK1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1269_SP_SET: CONCRETE POST
 BK1269_STAMPING: C109 1945
 BK1269_MARK LOGO: CGS   
 BK1269_PROJECTION: PROJECTING 5 CENTIMETERS
 BK1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1269+STABILITY: SURFACE MOTION
 BK1269
 BK1269  HISTORY     - Date     Condition        Report By
 BK1269  HISTORY     - 1945     MONUMENTED       CGS
 BK1269  HISTORY     - 1970     GOOD             LADTD
 BK1269  HISTORY     - 1984     GOOD             LADTD
 BK1269
 BK1269                          STATION DESCRIPTION
 BK1269
 BK1269'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1269'3.25 MI SW FROM DE RIDDER.
 BK1269'ABOUT 0.1 MILE NORTH ALONG STEWART STREET FROM THE COURTHOUSE AT
 BK1269'DERIDDER, THENCE 1.9 MILES SOUTHWEST ALONG US 190, THENCE 0.55 MILE
 BK1269'SOUTH ALONG A PARISH ROAD, THENCE 0.3 MILE WEST ALONG STATE ROUTE
 BK1269'3099, THENCE 0.4 MILE SOUTH ALONG A PARISH ROAD, LOCATED APPROXIMATELY
 BK1269'0.1 MILE SOUTHEAST OF THE BEAUREGARD COUNTRY CLUB, 86 FEET WEST OF THE
 BK1269'CENTERLINE OF THE PARISH ROAD, 59 FEET SOUTH OF THE CENTERLINE OF A
 BK1269'HOT MIX ROAD LEADING TO THE COUNTRY CLUB, 1.5 FEET NORTHEAST OF A 12
 BK1269'INCH PINE TREE, 1.6 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT
 BK1269'LEVEL WITH HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BK1269'INCHES.  SEC 6, T3S, R9W.
 BK1269
 BK1269                          STATION RECOVERY (1984)
 BK1269
 BK1269'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1269'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.2 KM
 BK1269'(0.1 MILES) NORTH ALONG STEWART STREET FROM THE COURTHOUSE AT DE
 BK1269'RIDDER, THENCE 3.0 KM (1.9 MILES) SOUTHWEST ALONG US HIGHWAY 190,
 BK1269'THENCE 0.8 KM (0.5 MILES) SOUTH ALONG A PARISH ROAD (PLANER MILL
 BK1269'ROAD), THENCE 0.5 KM (0.3 MILES) WEST ALONG LA3099, THENCE 0.7 KM (0.4
 BK1269'MILES) SOUTH ALONG LA 3099 TO THE  MARK ON THE CENTERLINE OF LA.
 BK1269'3099, 18.0 (59 FEET) SOUTH OF THE CENTERLINE OF AN ASPHALT ROAD
 BK1269'LEADING TO THE BEAUREGARD COUNTRY CLUB, 0.5 METER (1.5 FEET) NORTHEAST
 BK1269'OF A 12 INCH PINE TREE.
 BK1269'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BK1269'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0784 ***********************************************************************
 CQ0784  DESIGNATION -  C 115
 CQ0784  PID         -  CQ0784
 CQ0784  STATE/COUNTY-  LA/CALDWELL
 CQ0784  USGS QUAD   -  LUNA (1982)
 CQ0784
 CQ0784                         *CURRENT SURVEY CONTROL
 CQ0784  ___________________________________________________________________
 CQ0784* NAD 83(1986)-  32 15 32.     (N)    092 09 23.     (W)     SCALED    
 CQ0784* NAVD 88     -        22.26   (+/-2cm)      73.0    (feet)  VERTCON   
 CQ0784  ___________________________________________________________________
 CQ0784  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0784
 CQ0784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0784
 CQ0784.The horizontal coordinates were scaled from a topographic map and have
 CQ0784.an estimated accuracy of +/- 6 seconds.
 CQ0784
 CQ0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0784.The vertical order pertains to the NGVD 29 superseded value.
 CQ0784
 CQ0784.The geoid height was determined by GEOID03.
 CQ0784
 CQ0784;                    North         East    Units  Estimated Accuracy
 CQ0784;SPC LA N     -   195,070.    1,032,380.      MT  (+/- 180 meters Scaled)
 CQ0784
 CQ0784                          SUPERSEDED SURVEY CONTROL
 CQ0784
 CQ0784  NGVD 29 (??/??/??)   22.289  (m)           73.13   (f) ADJUSTED    2 0
 CQ0784
 CQ0784.Superseded values are not recommended for survey control.
 CQ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0784.See file dsdata.txt to determine how the superseded data were derived.
 CQ0784
 CQ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR794694(NAD 83)
 CQ0784_MARKER: DB = BENCH MARK DISK
 CQ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0784_STAMPING: C 115 1949
 CQ0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0784+STABILITY: SURFACE MOTION
 CQ0784
 CQ0784  HISTORY     - Date     Condition        Report By
 CQ0784  HISTORY     - 1949     MONUMENTED       CGS
 CQ0784
 CQ0784                          STATION DESCRIPTION
 CQ0784
 CQ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0784'8.8 MI NE FROM VIXEN.
 CQ0784'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0784'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.7
 CQ0784'MILES EAST ALONG A PARISH ROAD, THENCE 1.0 MILE NORTH ALONG A PARISH
 CQ0784'ROAD, THENCE 0.8 MILE EAST ALONG A WOODS ROAD, THENCE 3.2 MILES
 CQ0784'SOUTHEAST ALONG A WOODS ROAD, ABOUT 0.2 MILE WEST OF THE OUACHITA
 CQ0784'RIVER, 63 FEET EAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 24 FEET
 CQ0784'NORTHWEST OF THE CENTER LINE OF A GATE, 15 FEET NORTH OF THE CENTER
 CQ0784'LINE OF THE ROAD, 2.8 FEET NORTHWEST OF A CORNER FENCE POST, 1.5 FEET
 CQ0784'WEST OF A FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF
 CQ0784'A CONCRETE POST AT A DEPTH OF 4 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 CQ0784'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0693 ***********************************************************************
 CQ0693  DESIGNATION -  C 116
 CQ0693  PID         -  CQ0693
 CQ0693  STATE/COUNTY-  LA/OUACHITA
 CQ0693  USGS QUAD   -  LUNA (1982)
 CQ0693
 CQ0693                         *CURRENT SURVEY CONTROL
 CQ0693  ___________________________________________________________________
 CQ0693* NAD 83(1986)-  32 19 41.     (N)    092 08 23.     (W)     SCALED    
 CQ0693* NAVD 88     -        31.45   (+/-2cm)     103.2    (feet)  VERTCON   
 CQ0693  ___________________________________________________________________
 CQ0693  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0693
 CQ0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0693
 CQ0693.The horizontal coordinates were scaled from a topographic map and have
 CQ0693.an estimated accuracy of +/- 6 seconds.
 CQ0693
 CQ0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0693.The vertical order pertains to the NGVD 29 superseded value.
 CQ0693
 CQ0693.The geoid height was determined by GEOID03.
 CQ0693
 CQ0693;                    North         East    Units  Estimated Accuracy
 CQ0693;SPC LA N     -   202,740.    1,033,920.      MT  (+/- 180 meters Scaled)
 CQ0693
 CQ0693                          SUPERSEDED SURVEY CONTROL
 CQ0693
 CQ0693  NGVD 29 (??/??/??)   31.486  (m)          103.30   (f) ADJUSTED    2 0
 CQ0693
 CQ0693.Superseded values are not recommended for survey control.
 CQ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0693.See file dsdata.txt to determine how the superseded data were derived.
 CQ0693
 CQ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR809771(NAD 83)
 CQ0693_MARKER: DB = BENCH MARK DISK
 CQ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0693_STAMPING: C 116 1949
 CQ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0693+STABILITY: SURFACE MOTION
 CQ0693
 CQ0693  HISTORY     - Date     Condition        Report By
 CQ0693  HISTORY     - 1949     MONUMENTED       CGS
 CQ0693
 CQ0693                          STATION DESCRIPTION
 CQ0693
 CQ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0693'8.9 MI E FROM LUNA.
 CQ0693'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0693'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 3.0 MILES SOUTHEAST ALONG A
 CQ0693'PARISH ROAD, THENCE 1.2 MILES EAST ALONG A PARISH ROAD.  AT A Y ROAD
 CQ0693'JUNCTION, IN A SMALL CLEARING, 51 FEET SOUTHEAST OF A 24 INCH PINE
 CQ0693'TREE, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 36
 CQ0693'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD,
 CQ0693'1.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ0693'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0827 ***********************************************************************
 CQ0827  DESIGNATION -  C 117
 CQ0827  PID         -  CQ0827
 CQ0827  STATE/COUNTY-  LA/CALDWELL
 CQ0827  USGS QUAD   -  BLANKSTON (1989)
 CQ0827
 CQ0827                         *CURRENT SURVEY CONTROL
 CQ0827  ___________________________________________________________________
 CQ0827* NAD 83(1986)-  32 10 57.     (N)    092 08 51.     (W)     SCALED    
 CQ0827* NAVD 88     -        60.14   (+/-2cm)     197.3    (feet)  VERTCON   
 CQ0827  ___________________________________________________________________
 CQ0827  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0827
 CQ0827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0827
 CQ0827.The horizontal coordinates were scaled from a topographic map and have
 CQ0827.an estimated accuracy of +/- 6 seconds.
 CQ0827
 CQ0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0827.The vertical order pertains to the NGVD 29 superseded value.
 CQ0827
 CQ0827.The geoid height was determined by GEOID03.
 CQ0827
 CQ0827;                    North         East    Units  Estimated Accuracy
 CQ0827;SPC LA N     -   186,600.    1,033,240.      MT  (+/- 180 meters Scaled)
 CQ0827
 CQ0827                          SUPERSEDED SURVEY CONTROL
 CQ0827
 CQ0827  NGVD 29 (??/??/??)   60.164  (m)          197.39   (f) ADJUSTED    2 0
 CQ0827
 CQ0827.Superseded values are not recommended for survey control.
 CQ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0827.See file dsdata.txt to determine how the superseded data were derived.
 CQ0827
 CQ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR803609(NAD 83)
 CQ0827_MARKER: DB = BENCH MARK DISK
 CQ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0827_STAMPING: C 117 1949
 CQ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0827+STABILITY: SURFACE MOTION
 CQ0827
 CQ0827  HISTORY     - Date     Condition        Report By
 CQ0827  HISTORY     - 1949     MONUMENTED       CGS
 CQ0827  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0827
 CQ0827                          STATION DESCRIPTION
 CQ0827
 CQ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0827'5.1 MI NE FROM MOUNT PLEASANT.
 CQ0827'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0827'CHURCH AT MOUNT PLEASANT, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY
 CQ0827'1636, THENCE 1.1 MILES NORTHEAST ALONG A COUNTRY ROAD.  AT A Y ROAD
 CQ0827'JUNCTION, ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD, 47 FEET NORTH OF
 CQ0827'THE CENTER LINE OF THE MAIN ROAD, 25 FEET NORTHEAST OF THE CENTER LINE
 CQ0827'OF A PRIVATE ROAD LEADING NORTHWEST, 2 FEET SOUTHEAST OF A WITNESS
 CQ0827'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 CQ0827'THE GROUND.
 CQ0827
 CQ0827                          STATION RECOVERY (1986)
 CQ0827
 CQ0827'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0653 ***********************************************************************
 CQ0653  DESIGNATION -  C 118
 CQ0653  PID         -  CQ0653
 CQ0653  STATE/COUNTY-  LA/OUACHITA
 CQ0653  USGS QUAD   -  CADEVILLE (1982)
 CQ0653
 CQ0653                         *CURRENT SURVEY CONTROL
 CQ0653  ___________________________________________________________________
 CQ0653* NAD 83(1986)-  32 29 42.     (N)    092 21 36.     (W)     SCALED    
 CQ0653* NAVD 88     -        56.76   (+/-2cm)     186.2    (feet)  VERTCON   
 CQ0653  ___________________________________________________________________
 CQ0653  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ0653
 CQ0653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0653
 CQ0653.The horizontal coordinates were scaled from a topographic map and have
 CQ0653.an estimated accuracy of +/- 6 seconds.
 CQ0653
 CQ0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0653.The vertical order pertains to the NGVD 29 superseded value.
 CQ0653
 CQ0653.The geoid height was determined by GEOID03.
 CQ0653
 CQ0653;                    North         East    Units  Estimated Accuracy
 CQ0653;SPC LA N     -   221,210.    1,013,160.      MT  (+/- 180 meters Scaled)
 CQ0653
 CQ0653                          SUPERSEDED SURVEY CONTROL
 CQ0653
 CQ0653  NGVD 29 (??/??/??)   56.811  (m)          186.39   (f) ADJUSTED    2 0
 CQ0653
 CQ0653.Superseded values are not recommended for survey control.
 CQ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0653.See file dsdata.txt to determine how the superseded data were derived.
 CQ0653
 CQ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR601954(NAD 83)
 CQ0653_MARKER: DB = BENCH MARK DISK
 CQ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0653_STAMPING: C 118 1949
 CQ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0653+STABILITY: SURFACE MOTION
 CQ0653
 CQ0653  HISTORY     - Date     Condition        Report By
 CQ0653  HISTORY     - 1949     MONUMENTED       CGS
 CQ0653  HISTORY     - 1950     GOOD             CGS
 CQ0653  HISTORY     - 1974     GOOD             NGS
 CQ0653  HISTORY     - 1990     GOOD             USPSQD
 CQ0653
 CQ0653                          STATION DESCRIPTION
 CQ0653
 CQ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0653'1.0 MI S FROM CALHOUN.
 CQ0653'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 201 FROM THE ILLINOIS CENTRAL
 CQ0653'RAILROAD STATION AT CALHOUN, AT THE SUMMIT OF A HILL, 81 FEET EAST OF
 CQ0653'THE CENTER LINE OF THE HIGHWAY, 70 FEET NORTHWEST OF THE NORTHWEST
 CQ0653'CORNER OF A FARMHOUSE, 93 FEET SOUTHEAST OF A POWER LINE METER POLE,
 CQ0653'28 FEET NORTHEAST OF THE CENTER LINE OF A PROVATE DRIVE, 1 FOOT WEST
 CQ0653'OF A FENCE, 1.4 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF
 CQ0653'A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 CQ0653'GROUND.
 CQ0653
 CQ0653                          STATION RECOVERY (1974)
 CQ0653
 CQ0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CQ0653'RECOVERED IN GOOD CONDITION.
 CQ0653
 CQ0653                          STATION RECOVERY (1990)
 CQ0653
 CQ0653'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0701 ***********************************************************************
 CQ0701  DESIGNATION -  C 119
 CQ0701  PID         -  CQ0701
 CQ0701  STATE/COUNTY-  LA/JACKSON
 CQ0701  USGS QUAD   -  CHATHAM SE (1982)
 CQ0701
 CQ0701                         *CURRENT SURVEY CONTROL
 CQ0701  ___________________________________________________________________
 CQ0701* NAD 83(1986)-  32 18 30.     (N)    092 20 39.     (W)     SCALED    
 CQ0701* NAVD 88     -        62.51   (+/-2cm)     205.1    (feet)  VERTCON   
 CQ0701  ___________________________________________________________________
 CQ0701  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0701
 CQ0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0701
 CQ0701.The horizontal coordinates were scaled from a topographic map and have
 CQ0701.an estimated accuracy of +/- 6 seconds.
 CQ0701
 CQ0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0701.The vertical order pertains to the NGVD 29 superseded value.
 CQ0701
 CQ0701.The geoid height was determined by GEOID03.
 CQ0701
 CQ0701;                    North         East    Units  Estimated Accuracy
 CQ0701;SPC LA N     -   200,510.    1,014,680.      MT  (+/- 180 meters Scaled)
 CQ0701
 CQ0701                          SUPERSEDED SURVEY CONTROL
 CQ0701
 CQ0701  NGVD 29 (??/??/??)   62.550  (m)          205.22   (f) ADJUSTED    2 0
 CQ0701
 CQ0701.Superseded values are not recommended for survey control.
 CQ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0701.See file dsdata.txt to determine how the superseded data were derived.
 CQ0701
 CQ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR617748(NAD 83)
 CQ0701_MARKER: DB = BENCH MARK DISK
 CQ0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0701_STAMPING: C 119 1949
 CQ0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0701+STABILITY: SURFACE MOTION
 CQ0701
 CQ0701  HISTORY     - Date     Condition        Report By
 CQ0701  HISTORY     - 1949     MONUMENTED       CGS
 CQ0701  HISTORY     - 1950     GOOD             CGS
 CQ0701
 CQ0701                          STATION DESCRIPTION
 CQ0701
 CQ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0701'6.9 MI SW FROM OKALOOSA.
 CQ0701'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0701'OKALOOSA, THENCE 1.4 MILES SOUTH ALONG A PARISH ROAD, THENCE 4.0 MILES
 CQ0701'SOUTHWEST ALONG STATE HIGHWAY 543, JUST SOUTH OF THE TOP OF A HILL, 66
 CQ0701'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTHEAST OF THE
 CQ0701'NORTHEAST CORNER OF A TIN ROOFED FARMHOUSE, 10 FEET EAST OF THE CENTER
 CQ0701'LINE OF AN OLD ROAD, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CQ0701'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. NOTE--
 CQ0701'STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1725 ***********************************************************************
 CQ1725  DESIGNATION -  C 12
 CQ1725  PID         -  CQ1725
 CQ1725  STATE/COUNTY-  LA/DE SOTO
 CQ1725  USGS QUAD   -  KEATCHIE (1972)
 CQ1725
 CQ1725                         *CURRENT SURVEY CONTROL
 CQ1725  ___________________________________________________________________
 CQ1725* NAD 83(1986)-  32 11 49.     (N)    093 53 31.     (W)     SCALED    
 CQ1725* NAVD 88     -        93.01   (+/-2cm)     305.2    (feet)  VERTCON   
 CQ1725  ___________________________________________________________________
 CQ1725  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1725
 CQ1725  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1725
 CQ1725.The horizontal coordinates were scaled from a topographic map and have
 CQ1725.an estimated accuracy of +/- 6 seconds.
 CQ1725
 CQ1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1725.The vertical order pertains to the NGVD 29 superseded value.
 CQ1725
 CQ1725.The geoid height was determined by GEOID03.
 CQ1725
 CQ1725;                    North         East    Units  Estimated Accuracy
 CQ1725;SPC LA N     -   188,990.      868,770.      MT  (+/- 180 meters Scaled)
 CQ1725
 CQ1725                          SUPERSEDED SURVEY CONTROL
 CQ1725
 CQ1725  NGVD 29 (??/??/??)   93.077  (m)          305.37   (f) ADJUSTED    1 2
 CQ1725
 CQ1725.Superseded values are not recommended for survey control.
 CQ1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1725.See file dsdata.txt to determine how the superseded data were derived.
 CQ1725
 CQ1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR159626(NAD 83)
 CQ1725_MARKER: DB = BENCH MARK DISK
 CQ1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1725_SP_SET: CULVERT
 CQ1725_STAMPING: C 12 1919 305.370
 CQ1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1725
 CQ1725  HISTORY     - Date     Condition        Report By
 CQ1725  HISTORY     - 1919     MONUMENTED       CGS
 CQ1725  HISTORY     - 1952     MARK NOT FOUND   CGS
 CQ1725  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ1725
 CQ1725                          STATION DESCRIPTION
 CQ1725
 CQ1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1725'1.0 MI N FROM KEATCHIE.
 CQ1725'ABOUT 1 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 CQ1725'KEATCHIE, DE SOTO PARISH, ABOUT 8-1/2 POLES NORTH OF MILEPOST 208, IN
 CQ1725'THE TOP OF A CONCRETE CULVERT, AND ABOUT 10 FEET EAST OF THE TRACK. A
 CQ1725'STANDARD DISK, STAMPED 305.370 C 12 1919.  NOTE-- THERE IS NO CONCRETE
 CQ1725'CULVERT AT THIS LOCATION.
 CQ1725
 CQ1725                          STATION RECOVERY (1996)
 CQ1725
 CQ1725'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2542 ***********************************************************************
 BX2542  DESIGNATION -  C 12 RESET 1976
 BX2542  PID         -  BX2542
 BX2542  STATE/COUNTY-  LA/SABINE
 BX2542  USGS QUAD   -  PLEASANT HILL (1989)
 BX2542
 BX2542                         *CURRENT SURVEY CONTROL
 BX2542  ___________________________________________________________________
 BX2542* NAD 83(1986)-  31 49 10.     (N)    093 30 49.     (W)     SCALED    
 BX2542* NAVD 88     -        88.15   (+/-2cm)     289.2    (feet)  VERTCON   
 BX2542  ___________________________________________________________________
 BX2542  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX2542
 BX2542  VERT ORDER  -  THIRD (See Below)
 BX2542
 BX2542.The horizontal coordinates were scaled from a topographic map and have
 BX2542.an estimated accuracy of +/- 6 seconds.
 BX2542
 BX2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2542.The vertical order pertains to the NGVD 29 superseded value.
 BX2542
 BX2542.The geoid height was determined by GEOID03.
 BX2542
 BX2542;                    North         East    Units  Estimated Accuracy
 BX2542;SPC LA N     -   146,740.      904,040.      MT  (+/- 180 meters Scaled)
 BX2542
 BX2542                          SUPERSEDED SURVEY CONTROL
 BX2542
 BX2542  NGVD 29 (??/??/??)   88.20   (m)          289.4    (f) RESET       3  
 BX2542
 BX2542.Superseded values are not recommended for survey control.
 BX2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2542.See file dsdata.txt to determine how the superseded data were derived.
 BX2542
 BX2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR513205(NAD 83)
 BX2542_MARKER: DB = BENCH MARK DISK
 BX2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2542_STAMPING: C 12 RESET 1976
 BX2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2542+STABILITY: SURFACE MOTION
 BX2542
 BX2542  HISTORY     - Date     Condition        Report By
 BX2542  HISTORY     - 1976     MONUMENTED       NGS
 BX2542  HISTORY     - 1976     GOOD             NGS
 BX2542  HISTORY     - 20010331 POOR             NGS
 BX2542
 BX2542                          STATION DESCRIPTION
 BX2542
 BX2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BX2542'IN PLEASANT HILL.
 BX2542'AT PLEASANT HILL NEAR THE ENTERSECTION OF STATE HIGHWAYS 175 AND 174.
 BX2542'IT IS 21 FEET EAST OF THE CENTER OF STATE HIGHWAY 175, 121.5 FEET
 BX2542'NORTH OF THE CENTERLINE OF STATE HIGHWAY 174 LEADING EAST, 46.0 FEET
 BX2542'NORTH OF THE PROJECTED CENTERLINE OF STATE HIGHWAY 174 LEADING WEST,
 BX2542'47.5 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE BANK
 BX2542'AT PLEASANT HILL, 35.5 FEET WEST EDGE OF AN ASPHALT HELICOPTER LANDING
 BX2542'PAD, 2 FEET NORTH OF A TELEPHONE POLE, 0.6 FEET EAST OF A METAL
 BX2542'WITNESS POST. IT IS A SHORT ROAD MARKED WITH THE DISK CRIMPED ON THE
 BX2542'TOP OF THE ROD ENCASED IN A 4 INCH PLASTIC CASING. IT IS FLUSH WITH
 BX2542'THE GROUND.
 BX2542
 BX2542                          STATION RECOVERY (2001)
 BX2542
 BX2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0607 ***********************************************************************
 CQ0607  DESIGNATION -  C 120
 CQ0607  PID         -  CQ0607
 CQ0607  STATE/COUNTY-  LA/JACKSON
 CQ0607  USGS QUAD   -  VIXEN (1989)
 CQ0607
 CQ0607                         *CURRENT SURVEY CONTROL
 CQ0607  ___________________________________________________________________
 CQ0607* NAD 83(1986)-  32 10 54.     (N)    092 21 32.     (W)     SCALED    
 CQ0607* NAVD 88     -        63.16   (+/-2cm)     207.2    (feet)  VERTCON   
 CQ0607  ___________________________________________________________________
 CQ0607  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0607
 CQ0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0607
 CQ0607.The horizontal coordinates were scaled from a topographic map and have
 CQ0607.an estimated accuracy of +/- 6 seconds.
 CQ0607
 CQ0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0607.The vertical order pertains to the NGVD 29 superseded value.
 CQ0607
 CQ0607.The geoid height was determined by GEOID03.
 CQ0607
 CQ0607;                    North         East    Units  Estimated Accuracy
 CQ0607;SPC LA N     -   186,460.    1,013,310.      MT  (+/- 180 meters Scaled)
 CQ0607
 CQ0607                          SUPERSEDED SURVEY CONTROL
 CQ0607
 CQ0607  NGVD 29 (??/??/??)   63.190  (m)          207.32   (f) ADJUSTED    2 0
 CQ0607
 CQ0607.Superseded values are not recommended for survey control.
 CQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0607.See file dsdata.txt to determine how the superseded data were derived.
 CQ0607
 CQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR604607(NAD 83)
 CQ0607_MARKER: DB = BENCH MARK DISK
 CQ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0607_STAMPING: C 120 1949
 CQ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0607+STABILITY: SURFACE MOTION
 CQ0607
 CQ0607  HISTORY     - Date     Condition        Report By
 CQ0607  HISTORY     - 1949     MONUMENTED       CGS
 CQ0607  HISTORY     - 1950     GOOD             CGS
 CQ0607  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0607
 CQ0607                          STATION DESCRIPTION
 CQ0607
 CQ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0607'10.85 MI SW FROM VIXEN.
 CQ0607'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CQ0607'HIGHWAYS 17 AND 200 AT VIXEN, THENCE 3.9 MILES SOUTHWEST ALONG A
 CQ0607'PARISH ROAD, THENCE 0.45 MILE NORTHWEST ALONG A PARISH ROAD, THENCE
 CQ0607'0.25 MILE SOUTH ALONG A PARISH ROAD, THENCE 4.35 MILES WEST ALONG A
 CQ0607'WOODS ROAD, AT A Y ROAD JUNCTION, 0.15 MILE SOUTHEAST OF A FARMHOUSE
 CQ0607'WHICH IS ON THE NORTHEAST SIDE OF THE ROAD, 32 FEET NORTHEAST OF THE
 CQ0607'CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD, 16 FEET NORTH OF THE
 CQ0607'CENTER LINE OF THE ROAD LEADING EAST, 12 FEET EAST OF A TRIANGULAR
 CQ0607'BLAZED PINE TREE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 CQ0607'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE--
 CQ0607'STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.  NOTE-- THIS MARK IS 1.2
 CQ0607'MILES SOUTHEAST OF BENCH MARK D 120.
 CQ0607
 CQ0607                          STATION RECOVERY (1986)
 CQ0607
 CQ0607'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1475 ***********************************************************************
 BX1475  DESIGNATION -  C 121
 BX1475  PID         -  BX1475
 BX1475  STATE/COUNTY-  LA/WINN
 BX1475  USGS QUAD   -  CALVIN (1983)
 BX1475
 BX1475                         *CURRENT SURVEY CONTROL
 BX1475  ___________________________________________________________________
 BX1475* NAD 83(1986)-  31 52 45.     (N)    092 47 19.     (W)     SCALED    
 BX1475* NAVD 88     -        83.22   (+/-2cm)     273.0    (feet)  VERTCON   
 BX1475  ___________________________________________________________________
 BX1475  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BX1475
 BX1475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1475
 BX1475.The horizontal coordinates were scaled from a topographic map and have
 BX1475.an estimated accuracy of +/- 6 seconds.
 BX1475
 BX1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1475.The vertical order pertains to the NGVD 29 superseded value.
 BX1475
 BX1475.The geoid height was determined by GEOID03.
 BX1475
 BX1475;                    North         East    Units  Estimated Accuracy
 BX1475;SPC LA N     -   152,950.      972,700.      MT  (+/- 180 meters Scaled)
 BX1475
 BX1475                          SUPERSEDED SURVEY CONTROL
 BX1475
 BX1475  NGVD 29 (??/??/??)   83.244  (m)          273.11   (f) ADJUSTED    2 0
 BX1475
 BX1475.Superseded values are not recommended for survey control.
 BX1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1475.See file dsdata.txt to determine how the superseded data were derived.
 BX1475
 BX1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR199270(NAD 83)
 BX1475_MARKER: DB = BENCH MARK DISK
 BX1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1475_STAMPING: C 121 1949
 BX1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1475+STABILITY: SURFACE MOTION
 BX1475
 BX1475  HISTORY     - Date     Condition        Report By
 BX1475  HISTORY     - 1949     MONUMENTED       CGS
 BX1475
 BX1475                          STATION DESCRIPTION
 BX1475
 BX1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1475'10.7 MI SW FROM WINNFIELD.
 BX1475'9.7 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1475'THENCE 1.0 MILE SOUTHEAST ALONG A GRAVELED ROAD, 42 FEET NORTHEAST OF
 BX1475'THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTHWEST OF A 10 INCH
 BX1475'TRIANGULAR BLAZED PINE TREE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 BX1475'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1622 ***********************************************************************
 BX1622  DESIGNATION -  C 122
 BX1622  PID         -  BX1622
 BX1622  STATE/COUNTY-  LA/GRANT
 BX1622  USGS QUAD   -  WILLIANA (1985)
 BX1622
 BX1622                         *CURRENT SURVEY CONTROL
 BX1622  ___________________________________________________________________
 BX1622* NAD 83(1986)-  31 44 04.     (N)    092 37 10.     (W)     SCALED    
 BX1622* NAVD 88     -        46.90   (+/-2cm)     153.9    (feet)  VERTCON   
 BX1622  ___________________________________________________________________
 BX1622  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BX1622
 BX1622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1622
 BX1622.The horizontal coordinates were scaled from a topographic map and have
 BX1622.an estimated accuracy of +/- 6 seconds.
 BX1622
 BX1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1622.The vertical order pertains to the NGVD 29 superseded value.
 BX1622
 BX1622.The geoid height was determined by GEOID03.
 BX1622
 BX1622;                    North         East    Units  Estimated Accuracy
 BX1622;SPC LA N     -   136,880.      988,680.      MT  (+/- 180 meters Scaled)
 BX1622
 BX1622                          SUPERSEDED SURVEY CONTROL
 BX1622
 BX1622  NGVD 29 (??/??/??)   46.911  (m)          153.91   (f) ADJUSTED    2 0
 BX1622
 BX1622.Superseded values are not recommended for survey control.
 BX1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1622.See file dsdata.txt to determine how the superseded data were derived.
 BX1622
 BX1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR360110(NAD 83)
 BX1622_MARKER: DB = BENCH MARK DISK
 BX1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1622_STAMPING: C 122 1949
 BX1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1622+STABILITY: SURFACE MOTION
 BX1622
 BX1622  HISTORY     - Date     Condition        Report By
 BX1622  HISTORY     - 1949     MONUMENTED       CGS
 BX1622
 BX1622                          STATION DESCRIPTION
 BX1622
 BX1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1622'9.3 MI SW FROM PACKTON.
 BX1622'4.4 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1622'ARKANSAS RAILROAD STATION AT PACKTON, THENCE 4.9 MILES SOUTH ALONG
 BX1622'STATE HIGHWAY 786, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, 36.0
 BX1622'FEET SOUTH OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 25.0 FEET
 BX1622'NORTHWEST OF A 20 INCH TRIANGULAR BLAZED OAK TREE, 2.0 FEET WEST OF A
 BX1622'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BX1622'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1501 ***********************************************************************
 BX1501  DESIGNATION -  C 123
 BX1501  PID         -  BX1501
 BX1501  STATE/COUNTY-  LA/WINN
 BX1501  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1501
 BX1501                         *CURRENT SURVEY CONTROL
 BX1501  ___________________________________________________________________
 BX1501* NAD 83(1986)-  31 57 47.     (N)    092 39 21.     (W)     SCALED    
 BX1501* NAVD 88     -        35.60   (+/-2cm)     116.8    (feet)  VERTCON   
 BX1501  ___________________________________________________________________
 BX1501  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX1501
 BX1501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1501
 BX1501.This mark is at David G Joyce Airport (0R5)
 BX1501
 BX1501.The horizontal coordinates were scaled from a topographic map and have
 BX1501.an estimated accuracy of +/- 6 seconds.
 BX1501
 BX1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1501.The vertical order pertains to the NGVD 29 superseded value.
 BX1501
 BX1501.The geoid height was determined by GEOID03.
 BX1501
 BX1501;                    North         East    Units  Estimated Accuracy
 BX1501;SPC LA N     -   162,230.      985,270.      MT  (+/- 180 meters Scaled)
 BX1501
 BX1501                          SUPERSEDED SURVEY CONTROL
 BX1501
 BX1501  NGVD 29 (??/??/??)   35.637  (m)          116.92   (f) ADJUSTED    2 0
 BX1501
 BX1501.Superseded values are not recommended for survey control.
 BX1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1501.See file dsdata.txt to determine how the superseded data were derived.
 BX1501
 BX1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR325363(NAD 83)
 BX1501_MARKER: DB = BENCH MARK DISK
 BX1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1501_STAMPING: C 123 1949
 BX1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1501+STABILITY: SURFACE MOTION
 BX1501
 BX1501  HISTORY     - Date     Condition        Report By
 BX1501  HISTORY     - 1949     MONUMENTED       CGS
 BX1501  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1501
 BX1501                          STATION DESCRIPTION
 BX1501
 BX1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1501'3.45 MI NW FROM WINNFIELD.
 BX1501'0.85 MILE WEST ALONG U.S. HIGHWAYS 84 AND 167 FROM THE POST OFFICE AT
 BX1501'WINNFIELD, THENCE 2.45 MILES NORTH ALONG U.S. HIGHWAY 167, THENCE 0.15
 BX1501'MILE NORTHWEST ALONG THE ROAD LEADING TO JOYCE AIRPORT, AT THE SMALLER
 BX1501'OF THE TWO HANGARS AT THE AIRPORT, 4.3 FEET SOUTHWEST OF THE CENTER OF
 BX1501'THE L SHAPED EXTENSION OF THE HANGAR, 13.8 FEET NORTH OF THE SOUTHWEST
 BX1501'CORNER OF THE HANGAR, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 BX1501'OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 BX1501
 BX1501                          STATION RECOVERY (1981)
 BX1501
 BX1501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2440 ***********************************************************************
 BX2440  DESIGNATION -  C 123 RESET 1981
 BX2440  PID         -  BX2440
 BX2440  STATE/COUNTY-  LA/WINN
 BX2440  USGS QUAD   -  WINNFIELD WEST (1984)
 BX2440
 BX2440                         *CURRENT SURVEY CONTROL
 BX2440  ___________________________________________________________________
 BX2440* NAD 83(1986)-  31 57 47.     (N)    092 39 21.     (W)     SCALED    
 BX2440* NAVD 88     -        35.62   (+/-2cm)     116.9    (feet)  VERTCON   
 BX2440  ___________________________________________________________________
 BX2440  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX2440
 BX2440  VERT ORDER  -  THIRD (See Below)
 BX2440
 BX2440.This mark is at David G Joyce Airport (0R5)
 BX2440
 BX2440.The horizontal coordinates were scaled from a topographic map and have
 BX2440.an estimated accuracy of +/- 6 seconds.
 BX2440
 BX2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2440.The vertical order pertains to the NGVD 29 superseded value.
 BX2440
 BX2440.The geoid height was determined by GEOID03.
 BX2440
 BX2440;                    North         East    Units  Estimated Accuracy
 BX2440;SPC LA N     -   162,230.      985,270.      MT  (+/- 180 meters Scaled)
 BX2440
 BX2440                          SUPERSEDED SURVEY CONTROL
 BX2440
 BX2440  NGVD 29 (??/??/??)   35.65   (m)          117.0    (f) RESET       3  
 BX2440
 BX2440.Superseded values are not recommended for survey control.
 BX2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2440.See file dsdata.txt to determine how the superseded data were derived.
 BX2440
 BX2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR325363(NAD 83)
 BX2440_MARKER: DB = BENCH MARK DISK
 BX2440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2440_STAMPING: C 123 RESET 1981
 BX2440_PROJECTION: FLUSH
 BX2440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2440+STABILITY: POSITION/ELEVATION WELL
 BX2440_ROD/PIPE-DEPTH: 3.05 meters
 BX2440
 BX2440  HISTORY     - Date     Condition        Report By
 BX2440  HISTORY     - 1981     MONUMENTED       NGS
 BX2440  HISTORY     - 19981017 POOR             USPSQD
 BX2440
 BX2440                          STATION DESCRIPTION
 BX2440
 BX2440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BX2440'4.3 KM (2.65 MI) NW FROM WINNEFIELD.
 BX2440'4.0 KM (2.45 MI) NORTH ALONG U.S. HIGHWAY 167 FROM THE JUNCTION OF
 BX2440'U.S. HIGHWAY 84 AND 167 IN WINNFIELD, THENCE NORTHWEST ALONG SURFACED
 BX2440'ROAD LEADING TO JOYCE AIRPORT FRO 0.3 KM (0.2 MI) TO THE EAST-WEST
 BX2440'RUNWAY, 11.3 METERS (37.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 BX2440'THE RUNWAY, 7.1 METERS (23.2 FT) NORTH OF THE NORTH ONE OF FOUR END
 BX2440'RUNWAY LIGHTS AND IN LINE WITH LIGHTS, AND 2.4 METERS (8.0 FT) SOUTH
 BX2440'OF A DRAINAGE DITCH ALONG THE NORTH SIDE OF THE RUNWAY.
 BX2440'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 BX2440
 BX2440                          STATION RECOVERY (1998)
 BX2440
 BX2440'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2440'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0483 ***********************************************************************
 BX0483  DESIGNATION -  C 124
 BX0483  PID         -  BX0483
 BX0483  STATE/COUNTY-  LA/LA SALLE
 BX0483  USGS QUAD   -  SUMMERVILLE (1984)
 BX0483
 BX0483                         *CURRENT SURVEY CONTROL
 BX0483  ___________________________________________________________________
 BX0483* NAD 83(1986)-  31 52 01.     (N)    092 10 06.     (W)     SCALED    
 BX0483* NAVD 88     -        45.57   (+/-2cm)     149.5    (feet)  VERTCON   
 BX0483  ___________________________________________________________________
 BX0483  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0483
 BX0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0483
 BX0483.The horizontal coordinates were scaled from a topographic map and have
 BX0483.an estimated accuracy of +/- 6 seconds.
 BX0483
 BX0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0483.The vertical order pertains to the NGVD 29 superseded value.
 BX0483
 BX0483.The geoid height was determined by GEOID03.
 BX0483
 BX0483;                    North         East    Units  Estimated Accuracy
 BX0483;SPC LA N     -   151,610.    1,031,380.      MT  (+/- 180 meters Scaled)
 BX0483
 BX0483                          SUPERSEDED SURVEY CONTROL
 BX0483
 BX0483  NGVD 29 (??/??/??)   45.578  (m)          149.53   (f) ADJUSTED    2 0
 BX0483
 BX0483.Superseded values are not recommended for survey control.
 BX0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0483.See file dsdata.txt to determine how the superseded data were derived.
 BX0483
 BX0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR786259(NAD 83)
 BX0483_MARKER: DB = BENCH MARK DISK
 BX0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0483_STAMPING: C 124 1949
 BX0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0483+STABILITY: SURFACE MOTION
 BX0483
 BX0483  HISTORY     - Date     Condition        Report By
 BX0483  HISTORY     - 1949     MONUMENTED       CGS
 BX0483
 BX0483                          STATION DESCRIPTION
 BX0483
 BX0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX0483'7.1 MI SE FROM OLLA.
 BX0483'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0483'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0483'SOUTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES EAST ALONG A GRAVELED
 BX0483'ROAD.  34 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTHWEST
 BX0483'OF A POWER POLE, 14 FEET NORTHWEST OF A 14 INCH BLAZED PINE TREE, 2
 BX0483'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0483'PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0408 ***********************************************************************
 BX0408  DESIGNATION -  C 125
 BX0408  PID         -  BX0408
 BX0408  STATE/COUNTY-  LA/LA SALLE
 BX0408  USGS QUAD   -  SUMMERVILLE (1984)
 BX0408
 BX0408                         *CURRENT SURVEY CONTROL
 BX0408  ___________________________________________________________________
 BX0408* NAD 83(1986)-  31 46 48.     (N)    092 08 18.     (W)     SCALED    
 BX0408* NAVD 88     -        46.38   (+/-2cm)     152.2    (feet)  VERTCON   
 BX0408  ___________________________________________________________________
 BX0408  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0408
 BX0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0408
 BX0408.The horizontal coordinates were scaled from a topographic map and have
 BX0408.an estimated accuracy of +/- 6 seconds.
 BX0408
 BX0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0408.The vertical order pertains to the NGVD 29 superseded value.
 BX0408
 BX0408.The geoid height was determined by GEOID03.
 BX0408
 BX0408;                    North         East    Units  Estimated Accuracy
 BX0408;SPC LA N     -   141,980.    1,034,250.      MT  (+/- 180 meters Scaled)
 BX0408
 BX0408                          SUPERSEDED SURVEY CONTROL
 BX0408
 BX0408  NGVD 29 (??/??/??)   46.379  (m)          152.16   (f) ADJUSTED    2 0
 BX0408
 BX0408.Superseded values are not recommended for survey control.
 BX0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0408.See file dsdata.txt to determine how the superseded data were derived.
 BX0408
 BX0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR815163(NAD 83)
 BX0408_MARKER: DB = BENCH MARK DISK
 BX0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0408_STAMPING: C 125 1950
 BX0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0408+STABILITY: SURFACE MOTION
 BX0408
 BX0408  HISTORY     - Date     Condition        Report By
 BX0408  HISTORY     - 1950     MONUMENTED       CGS
 BX0408  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0408
 BX0408                          STATION DESCRIPTION
 BX0408
 BX0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0408'7.25 MI N FROM JENA.
 BX0408'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0408'JENA, THENCE 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 112, THENCE 0.7
 BX0408'MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE NORTHEAST ALONG A
 BX0408'GRAVELED ROAD.  23 FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET
 BX0408'SOUTHEAST OF A 10 INCH TRIANGULAR BLAZED OAK TREE, 11 FEET NORTH OF A
 BX0408'16 INCH TRIANGULAR BLAZED OAK TREE, 2 FEET NORTHEAST OF A WITNESS
 BX0408'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BX0408'THE GROUND.
 BX0408
 BX0408                          STATION RECOVERY (1981)
 BX0408
 BX0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0425 ***********************************************************************
 BX0425  DESIGNATION -  C 126
 BX0425  PID         -  BX0425
 BX0425  STATE/COUNTY-  LA/LA SALLE
 BX0425  USGS QUAD   -  NICKEL (1984)
 BX0425
 BX0425                         *CURRENT SURVEY CONTROL
 BX0425  ___________________________________________________________________
 BX0425* NAD 83(1986)-  31 46 45.     (N)    092 01 18.     (W)     SCALED    
 BX0425* NAVD 88     -        39.47   (+/-2cm)     129.5    (feet)  VERTCON   
 BX0425  ___________________________________________________________________
 BX0425  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0425
 BX0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0425
 BX0425.The horizontal coordinates were scaled from a topographic map and have
 BX0425.an estimated accuracy of +/- 6 seconds.
 BX0425
 BX0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0425.The vertical order pertains to the NGVD 29 superseded value.
 BX0425
 BX0425.The geoid height was determined by GEOID03.
 BX0425
 BX0425;                    North         East    Units  Estimated Accuracy
 BX0425;SPC LA N     -   141,930.    1,045,300.      MT  (+/- 180 meters Scaled)
 BX0425
 BX0425                          SUPERSEDED SURVEY CONTROL
 BX0425
 BX0425  NGVD 29 (??/??/??)   39.465  (m)          129.48   (f) ADJUSTED    2 0
 BX0425
 BX0425.Superseded values are not recommended for survey control.
 BX0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0425.See file dsdata.txt to determine how the superseded data were derived.
 BX0425
 BX0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR926163(NAD 83)
 BX0425_MARKER: DB = BENCH MARK DISK
 BX0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0425_STAMPING: C 126 1950
 BX0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0425+STABILITY: SURFACE MOTION
 BX0425
 BX0425  HISTORY     - Date     Condition        Report By
 BX0425  HISTORY     - 1950     MONUMENTED       CGS
 BX0425
 BX0425                          STATION DESCRIPTION
 BX0425
 BX0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0425'1.6 MI W FROM AIMWELL.
 BX0425'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0425'AIMWELL, THENCE 1.3 MILES WEST ALONG STATE HIGHWAY 1010.  AT THE A.P.
 BX0425'ANDREWS GROCERY STORE, 88 FEET NORTH OF THE CENTER LINE OF A ROAD
 BX0425'LEADING WEST, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 37.0
 BX0425'FEET NORTH OF THE EAST CORNER OF THE STORE BUILDING, 2.5 FEET NORTH OF
 BX0425'A FENCE CORNER, 1.0 FOOT EAST OF A FENCE, 1.5 FEET NORTH OF A WITNESS
 BX0425'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BX0425'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0898 ***********************************************************************
 CQ0898  DESIGNATION -  C 127
 CQ0898  PID         -  CQ0898
 CQ0898  STATE/COUNTY-  LA/OUACHITA
 CQ0898  USGS QUAD   -  EROS (1982)
 CQ0898
 CQ0898                         *CURRENT SURVEY CONTROL
 CQ0898  ___________________________________________________________________
 CQ0898* NAD 83(1986)-  32 24 47.     (N)    092 23 03.     (W)     SCALED    
 CQ0898* NAVD 88     -        77.17   (+/-2cm)     253.2    (feet)  VERTCON   
 CQ0898  ___________________________________________________________________
 CQ0898  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0898
 CQ0898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0898
 CQ0898.The horizontal coordinates were scaled from a topographic map and have
 CQ0898.an estimated accuracy of +/- 6 seconds.
 CQ0898
 CQ0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0898.The vertical order pertains to the NGVD 29 superseded value.
 CQ0898
 CQ0898.The geoid height was determined by GEOID03.
 CQ0898
 CQ0898;                    North         East    Units  Estimated Accuracy
 CQ0898;SPC LA N     -   212,120.    1,010,900.      MT  (+/- 180 meters Scaled)
 CQ0898
 CQ0898                          SUPERSEDED SURVEY CONTROL
 CQ0898
 CQ0898  NGVD 29 (??/??/??)   77.214  (m)          253.33   (f) ADJUSTED    2 0
 CQ0898
 CQ0898.Superseded values are not recommended for survey control.
 CQ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0898.See file dsdata.txt to determine how the superseded data were derived.
 CQ0898
 CQ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR579863(NAD 83)
 CQ0898_MARKER: DB = BENCH MARK DISK
 CQ0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0898_STAMPING: C 127 1950
 CQ0898_MARK LOGO: CGS   
 CQ0898_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0898+STABILITY: SURFACE MOTION
 CQ0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0898+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 CQ0898
 CQ0898  HISTORY     - Date     Condition        Report By
 CQ0898  HISTORY     - 1950     MONUMENTED       CGS
 CQ0898  HISTORY     - 1990     GOOD             USPSQD
 CQ0898  HISTORY     - 19900618 GOOD             LADTD
 CQ0898  HISTORY     - 20050704 GOOD             GEOCAC
 CQ0898
 CQ0898                          STATION DESCRIPTION
 CQ0898
 CQ0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0898'3.3 MI NE FROM EROS.
 CQ0898'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0898'AT EROS, AT A ROAD JUNCTION, 0.4 MILE EAST OF A CHURCH, 97 FEET SOUTH
 CQ0898'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET EAST OF THE CENTER LINE OF
 CQ0898'A ROAD LEADING SOUTH, 2.2 FEET SOUTH OF A POWER POLE, 1.5 FEET
 CQ0898'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CQ0898'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0898
 CQ0898                          STATION RECOVERY (1990)
 CQ0898
 CQ0898'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0898'RECOVERED IN GOOD CONDITION.
 CQ0898
 CQ0898                          STATION RECOVERY (1990)
 CQ0898
 CQ0898'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ0898'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTHWEST OF MONROE,
 CQ0898'7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF CALHOUN AND 2.95 MI (4.75 KM)
 CQ0898'EAST-NORTHEAST OF EROS.  OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM
 CQ0898'THE POST OFFICE IN EROS, GO EAST FOR 2.95 MI (4.75 KM) ON STATE
 CQ0898'HIGHWAY 34 TO THE JUNCTION WITH ED FULLER ROAD ON THE RIGHT WITH THE
 CQ0898'MARK SET IN THE SOUTHEAST QUARDRANT OF THE TWO ROADS,  97.0 FT (29.6
 CQ0898'M) SOUTH FROM THE CENTER OF THE HIGHWAY, 27.0 FT (8.2 M) EAST FROM THE
 CQ0898'CENTER OF ED FULLER ROAD, 2.0 FT (0.6 M) SOUTH FROM A POWER POLE AND
 CQ0898'1.5 FT (0.5 M) SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CQ0898'THE MARK IS FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) ABOVE THE
 CQ0898'LEVEL OF THE HIGHWAY.
 CQ0898
 CQ0898                          STATION RECOVERY (2005)
 CQ0898
 CQ0898'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0624 ***********************************************************************
 CQ0624  DESIGNATION -  C 128
 CQ0624  PID         -  CQ0624
 CQ0624  STATE/COUNTY-  LA/WINN
 CQ0624  USGS QUAD   -  COTTON PLANT (1989)
 CQ0624
 CQ0624                         *CURRENT SURVEY CONTROL
 CQ0624  ___________________________________________________________________
 CQ0624* NAD 83(1986)-  32 06 37.     (N)    092 21 19.     (W)     SCALED    
 CQ0624* NAVD 88     -        57.02   (+/-2cm)     187.1    (feet)  VERTCON   
 CQ0624  ___________________________________________________________________
 CQ0624  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CQ0624
 CQ0624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0624
 CQ0624.The horizontal coordinates were scaled from a topographic map and have
 CQ0624.an estimated accuracy of +/- 6 seconds.
 CQ0624
 CQ0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0624.The vertical order pertains to the NGVD 29 superseded value.
 CQ0624
 CQ0624.The geoid height was determined by GEOID03.
 CQ0624
 CQ0624;                    North         East    Units  Estimated Accuracy
 CQ0624;SPC LA N     -   178,550.    1,013,660.      MT  (+/- 180 meters Scaled)
 CQ0624
 CQ0624                          SUPERSEDED SURVEY CONTROL
 CQ0624
 CQ0624  NGVD 29 (??/??/??)   57.044  (m)          187.15   (f) ADJUSTED    2 0
 CQ0624
 CQ0624.Superseded values are not recommended for survey control.
 CQ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0624.See file dsdata.txt to determine how the superseded data were derived.
 CQ0624
 CQ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR608528(NAD 83)
 CQ0624_MARKER: DB = BENCH MARK DISK
 CQ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0624_STAMPING: C 128 1950
 CQ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0624+STABILITY: SURFACE MOTION
 CQ0624
 CQ0624  HISTORY     - Date     Condition        Report By
 CQ0624  HISTORY     - 1950     MONUMENTED       CGS
 CQ0624  HISTORY     - 19860310 MARK NOT FOUND   USPSQD
 CQ0624
 CQ0624                          STATION DESCRIPTION
 CQ0624
 CQ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0624'9.35 MI NE FROM SIKES.
 CQ0624'8.25 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0624'SIKES, THENCE 1.05 MILES NORTH ALONG A GRADED DIRT ROAD.  AT A ROAD
 CQ0624'JUNCTION, NEAR THE CENTER OF A TRIANGULAR PLOT OF GROUND AT THE ROAD
 CQ0624'JUNCTION, 28 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 22
 CQ0624'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST
 CQ0624'(MEASURED FROM ROAD ALONG THE SOUTHEAST SIDE OF THE TRIANGULAR PLOT OF
 CQ0624'GROUND), 1.1 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF
 CQ0624'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CQ0624
 CQ0624                          STATION RECOVERY (1986)
 CQ0624
 CQ0624'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0060 ***********************************************************************
 CQ0060  DESIGNATION -  C 129
 CQ0060  PID         -  CQ0060
 CQ0060  STATE/COUNTY-  LA/OUACHITA
 CQ0060  USGS QUAD   -  CALHOUN (1994)
 CQ0060
 CQ0060                         *CURRENT SURVEY CONTROL
 CQ0060  ___________________________________________________________________
 CQ0060* NAD 83(1986)-  32 31 36.     (N)    092 16 58.     (W)     SCALED    
 CQ0060* NAVD 88     -        44.678  (meters)     146.58   (feet)  ADJUSTED  
 CQ0060  ___________________________________________________________________
 CQ0060  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ0060  DYNAMIC HT  -          44.628 (meters)     146.42  (feet)  COMP
 CQ0060  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CQ0060
 CQ0060  VERT ORDER  -  FIRST     CLASS I
 CQ0060
 CQ0060.The horizontal coordinates were scaled from a topographic map and have
 CQ0060.an estimated accuracy of +/- 6 seconds.
 CQ0060
 CQ0060.The orthometric height was determined by differential leveling
 CQ0060.and adjusted by the National Geodetic Survey in June 1991..
 CQ0060
 CQ0060.The geoid height was determined by GEOID03.
 CQ0060
 CQ0060.The dynamic height is computed by dividing the NAVD 88
 CQ0060.geopotential number by the normal gravity value computed on the
 CQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0060.degrees latitude (g = 980.6199 gals.).
 CQ0060
 CQ0060.The modeled gravity was interpolated from observed gravity values.
 CQ0060
 CQ0060;                    North         East    Units  Estimated Accuracy
 CQ0060;SPC LA N     -   224,730.    1,020,410.      MT  (+/- 180 meters Scaled)
 CQ0060
 CQ0060                          SUPERSEDED SURVEY CONTROL
 CQ0060
 CQ0060  NGVD 29 (??/??/??)   44.732  (m)          146.76   (f) ADJUSTED    1 1
 CQ0060
 CQ0060.Superseded values are not recommended for survey control.
 CQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0060.See file dsdata.txt to determine how the superseded data were derived.
 CQ0060
 CQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR673990(NAD 83)
 CQ0060_MARKER: DB = BENCH MARK DISK
 CQ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0060_STAMPING: C 129 1950
 CQ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0060+STABILITY: SURFACE MOTION
 CQ0060
 CQ0060  HISTORY     - Date     Condition        Report By
 CQ0060  HISTORY     - 1950     MONUMENTED       CGS
 CQ0060  HISTORY     - 1969     GOOD             CGS
 CQ0060  HISTORY     - 1990     GOOD             USPSQD
 CQ0060  HISTORY     - 1991     GOOD             USPSQD
 CQ0060  HISTORY     - 19910423 GOOD             USPSQD
 CQ0060
 CQ0060                          STATION DESCRIPTION
 CQ0060
 CQ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0060'4.85 MI E FROM CALHOUN.
 CQ0060'ABOUT 4.85 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0060'CALHOUN, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET WEST
 CQ0060'OF THE CENTER LINE OF A ROAD WHICH CROSSES THE TRACK, 61 FEET
 CQ0060'SOUTHEAST OF THE SOUTHEAST CORNER OF A CAR PORT WHICH IS AT THE EAST
 CQ0060'END OF A HOUSE, 15 FEET NORTH OF A PINE TREE, 12 FEET SOUTHWEST OF A
 CQ0060'POWER POLE, 4 1/2 FEET WEST OF UNDERGROUND TELEPHONE CABLE MARKER
 CQ0060'NUMBER 34W4, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CQ0060'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 CQ0060'INCH ABOVE THE SURFACE OF THE GROUND.  SEC 20, T 18N, R 2E.
 CQ0060
 CQ0060                          STATION RECOVERY (1990)
 CQ0060
 CQ0060'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0060'RECOVERED IN GOOD CONDITION.
 CQ0060
 CQ0060                          STATION RECOVERY (1991)
 CQ0060
 CQ0060'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0060'RECOVERED IN GOOD CONDITION.
 CQ0060
 CQ0060                          STATION RECOVERY (1991)
 CQ0060
 CQ0060'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0391 ***********************************************************************
 BX0391  DESIGNATION -  C 130
 BX0391  PID         -  BX0391
 BX0391  STATE/COUNTY-  LA/CALDWELL
 BX0391  USGS QUAD   -  OLLA EAST (1984)
 BX0391
 BX0391                         *CURRENT SURVEY CONTROL
 BX0391  ___________________________________________________________________
 BX0391* NAD 83(1986)-  31 55 31.     (N)    092 08 00.     (W)     SCALED    
 BX0391* NAVD 88     -        58.39   (+/-2cm)     191.6    (feet)  VERTCON   
 BX0391  ___________________________________________________________________
 BX0391  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0391
 BX0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0391
 BX0391.The horizontal coordinates were scaled from a topographic map and have
 BX0391.an estimated accuracy of +/- 6 seconds.
 BX0391
 BX0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0391.The vertical order pertains to the NGVD 29 superseded value.
 BX0391
 BX0391.The geoid height was determined by GEOID03.
 BX0391
 BX0391;                    North         East    Units  Estimated Accuracy
 BX0391;SPC LA N     -   158,090.    1,034,670.      MT  (+/- 180 meters Scaled)
 BX0391
 BX0391                          SUPERSEDED SURVEY CONTROL
 BX0391
 BX0391  NGVD 29 (??/??/??)   58.396  (m)          191.59   (f) ADJUSTED    2 0
 BX0391
 BX0391.Superseded values are not recommended for survey control.
 BX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0391.See file dsdata.txt to determine how the superseded data were derived.
 BX0391
 BX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR819324(NAD 83)
 BX0391_MARKER: DB = BENCH MARK DISK
 BX0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0391_STAMPING: C 130 1950
 BX0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0391+STABILITY: SURFACE MOTION
 BX0391
 BX0391  HISTORY     - Date     Condition        Report By
 BX0391  HISTORY     - 1950     MONUMENTED       CGS
 BX0391
 BX0391                          STATION DESCRIPTION
 BX0391
 BX0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0391'6.05 MI SE FROM KELLY.
 BX0391'2.4 MILES SOUTH ALONG OLD U.S. HIGHWAY 165 FROM THE MISSOURI PACIFIC
 BX0391'RAILROAD STATION AT KELLY, THENCE 1.1 MILES EAST ALONG A DIRT ROAD,
 BX0391'THENCE 1.45 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 1.1 MILES
 BX0391'EAST ALONG A DIRT ROAD.  35.2 FEET NORTH OF THE CENTER LINE OF THE
 BX0391'ROAD, 14 FEET NORTHWEST OF A 10 INCH BLAZED OAK TREE, 19.8 FEET
 BX0391'NORTHEAST OF A 10 INCH BLAZED PINE TREE, 2.5 FEET NORTH OF A WITNESS
 BX0391'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE
 BX0391'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2795 ***********************************************************************
 BJ2795  DESIGNATION -  C 131
 BJ2795  PID         -  BJ2795
 BJ2795  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2795  USGS QUAD   -  INNIS (1994)
 BJ2795
 BJ2795                         *CURRENT SURVEY CONTROL
 BJ2795  ___________________________________________________________________
 BJ2795* NAD 83(1986)-  30 57 41.     (N)    091 38 51.     (W)     SCALED    
 BJ2795* NAVD 88     -        16.08   (+/-2cm)      52.8    (feet)  VERTCON   
 BJ2795  ___________________________________________________________________
 BJ2795  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2795
 BJ2795  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2795
 BJ2795.The horizontal coordinates were scaled from a topographic map and have
 BJ2795.an estimated accuracy of +/- 6 seconds.
 BJ2795
 BJ2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2795.The vertical order pertains to the NGVD 29 superseded value.
 BJ2795
 BJ2795.The geoid height was determined by GEOID03.
 BJ2795
 BJ2795;                    North         East    Units  Estimated Accuracy
 BJ2795;SPC LA S     -   272,890.      969,980.      MT  (+/- 180 meters Scaled)
 BJ2795
 BJ2795                          SUPERSEDED SURVEY CONTROL
 BJ2795
 BJ2795  NGVD 29 (??/??/??)   16.063  (m)           52.70   (f) ADJUSTED    1 2
 BJ2795
 BJ2795.Superseded values are not recommended for survey control.
 BJ2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2795.See file dsdata.txt to determine how the superseded data were derived.
 BJ2795
 BJ2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ291261(NAD 83)
 BJ2795_MARKER: DB = BENCH MARK DISK
 BJ2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2795_STAMPING: C 131 1938
 BJ2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2795+STABILITY: SURFACE MOTION
 BJ2795
 BJ2795  HISTORY     - Date     Condition        Report By
 BJ2795  HISTORY     - 1938     MONUMENTED       CGS
 BJ2795  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2795
 BJ2795                          STATION DESCRIPTION
 BJ2795
 BJ2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2795'2.5 MI SW FROM ANGOLA.
 BJ2795'2-1/2 MILES SW OF ANGOLA, WEST FELICIANA PARISH, MILE FROM CAMP G AND
 BJ2795'ANGOLA LANDING, 500 FEET E OF THE BANK OF MISS. RIVER, 400 FEET E OF
 BJ2795'AN OLD LEVEE, AND 30 FEET W OF A ROAD AND GATE TO A CULTIVATED FIELD.
 BJ2795'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1738 ***********************************************************************
 BW1738  DESIGNATION -  C 132
 BW1738  PID         -  BW1738
 BW1738  STATE/COUNTY-  LA/CATAHOULA
 BW1738  USGS QUAD   -  AIMWELL (1984)
 BW1738
 BW1738                         *CURRENT SURVEY CONTROL
 BW1738  ___________________________________________________________________
 BW1738* NAD 83(1986)-  31 49 42.     (N)    091 54 24.     (W)     SCALED    
 BW1738* NAVD 88     -        64.97   (+/-2cm)     213.2    (feet)  VERTCON   
 BW1738  ___________________________________________________________________
 BW1738  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1738
 BW1738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1738
 BW1738.The horizontal coordinates were scaled from a topographic map and have
 BW1738.an estimated accuracy of +/- 6 seconds.
 BW1738
 BW1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1738.The vertical order pertains to the NGVD 29 superseded value.
 BW1738
 BW1738.The geoid height was determined by GEOID03.
 BW1738
 BW1738;                    North         East    Units  Estimated Accuracy
 BW1738;SPC LA N     -   147,430.    1,056,170.      MT  (+/- 180 meters Scaled)
 BW1738
 BW1738                          SUPERSEDED SURVEY CONTROL
 BW1738
 BW1738  NGVD 29 (??/??/92)   64.966  (m)          213.14   (f) ADJ UNCH    2 0
 BW1738
 BW1738.Superseded values are not recommended for survey control.
 BW1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1738.See file dsdata.txt to determine how the superseded data were derived.
 BW1738
 BW1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR034219(NAD 83)
 BW1738_MARKER: DB = BENCH MARK DISK
 BW1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1738_STAMPING: C 132 1950
 BW1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1738+STABILITY: SURFACE MOTION
 BW1738
 BW1738  HISTORY     - Date     Condition        Report By
 BW1738  HISTORY     - 1950     MONUMENTED       CGS
 BW1738
 BW1738                          STATION DESCRIPTION
 BW1738
 BW1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1738'8.9 MI NW FROM HARRISONBURG.
 BW1738'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1738'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD, THENCE
 BW1738'4.9 MILES NORTHWEST ALONG A WINDING DIRT ROAD.  AT A Y ROAD JUNCTION,
 BW1738'75 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 18 FEET
 BW1738'SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHWEST, ON THE
 BW1738'SIDE OF A HILL WHICH SLOPES TO THE SOUTHWEST, 1.5 FEET NORTHEAST OF A
 BW1738'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BW1738'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.8 MILE SOUTH OF BENCH
 BW1738'MARK K 138.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1681 ***********************************************************************
 BW1681  DESIGNATION -  C 133
 BW1681  PID         -  BW1681
 BW1681  STATE/COUNTY-  LA/CATAHOULA
 BW1681  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1681
 BW1681                         *CURRENT SURVEY CONTROL
 BW1681  ___________________________________________________________________
 BW1681* NAD 83(1986)-  31 40 10.     (N)    091 51 10.     (W)     SCALED    
 BW1681* NAVD 88     -        17.23   (+/-2cm)      56.5    (feet)  VERTCON   
 BW1681  ___________________________________________________________________
 BW1681  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BW1681
 BW1681  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1681
 BW1681.The horizontal coordinates were scaled from a topographic map and have
 BW1681.an estimated accuracy of +/- 6 seconds.
 BW1681
 BW1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1681.The vertical order pertains to the NGVD 29 superseded value.
 BW1681
 BW1681.The geoid height was determined by GEOID03.
 BW1681
 BW1681;                    North         East    Units  Estimated Accuracy
 BW1681;SPC LA N     -   129,850.    1,061,370.      MT  (+/- 180 meters Scaled)
 BW1681
 BW1681                          SUPERSEDED SURVEY CONTROL
 BW1681
 BW1681  NGVD 29 (??/??/92)   17.225  (m)           56.51   (f) ADJ UNCH    2 0
 BW1681
 BW1681.Superseded values are not recommended for survey control.
 BW1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1681.See file dsdata.txt to determine how the superseded data were derived.
 BW1681
 BW1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR087043(NAD 83)
 BW1681_MARKER: DB = BENCH MARK DISK
 BW1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1681_STAMPING: C 133 1950
 BW1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1681+STABILITY: SURFACE MOTION
 BW1681
 BW1681  HISTORY     - Date     Condition        Report By
 BW1681  HISTORY     - 1950     MONUMENTED       CGS
 BW1681  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1681
 BW1681                          STATION DESCRIPTION
 BW1681
 BW1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1681'2.35 MI SW FROM WALLACE RIDGE.
 BW1681'1.35 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 BW1681'WALLACE RIDGE, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 259.  128 FEET
 BW1681'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE FARMHOUSE WHICH IS
 BW1681'ON THE NORTH SIDE OF THE ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE
 BW1681'HIGHWAY, 14 FEET EAST OF A FENCE CORNER, 1.6 FEET SOUTH OF A FENCE,
 BW1681'1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BW1681'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BW1681
 BW1681                          STATION RECOVERY (1979)
 BW1681
 BW1681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0318 ***********************************************************************
 BX0318  DESIGNATION -  C 137
 BX0318  PID         -  BX0318
 BX0318  STATE/COUNTY-  LA/CALDWELL
 BX0318  USGS QUAD   -  OLLA EAST (1984)
 BX0318
 BX0318                         *CURRENT SURVEY CONTROL
 BX0318  ___________________________________________________________________
 BX0318* NAD 83(1986)-  31 59 05.     (N)    092 14 43.     (W)     SCALED    
 BX0318* NAVD 88     -        28.20   (+/-2cm)      92.5    (feet)  VERTCON   
 BX0318  ___________________________________________________________________
 BX0318  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BX0318
 BX0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0318
 BX0318.The horizontal coordinates were scaled from a topographic map and have
 BX0318.an estimated accuracy of +/- 6 seconds.
 BX0318
 BX0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0318.The vertical order pertains to the NGVD 29 superseded value.
 BX0318
 BX0318.The geoid height was determined by GEOID03.
 BX0318
 BX0318;                    North         East    Units  Estimated Accuracy
 BX0318;SPC LA N     -   164,650.    1,024,070.      MT  (+/- 180 meters Scaled)
 BX0318
 BX0318                          SUPERSEDED SURVEY CONTROL
 BX0318
 BX0318  NGVD 29 (??/??/??)   28.215  (m)           92.57   (f) ADJUSTED    2 0
 BX0318
 BX0318.Superseded values are not recommended for survey control.
 BX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0318.See file dsdata.txt to determine how the superseded data were derived.
 BX0318
 BX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR713389(NAD 83)
 BX0318_MARKER: DB = BENCH MARK DISK
 BX0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0318_STAMPING: C 137 1950
 BX0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0318+STABILITY: SURFACE MOTION
 BX0318
 BX0318  HISTORY     - Date     Condition        Report By
 BX0318  HISTORY     - 1950     MONUMENTED       CGS
 BX0318
 BX0318                          STATION DESCRIPTION
 BX0318
 BX0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0318'4.9 MI W FROM KELLY.
 BX0318'1.55 MILES WEST ALONG STATE HIGHWAY NO. 246 FROM THE POST OFFICE AT
 BX0318'KELLY, THENCE 2.55 MILES WEST ALONG A PARISH ROAD, THENCE 0.8 MILE
 BX0318'WEST ALONG STATE HIGHWAY NO. 246. JUST WEST OF A CURVE WITH TANGENTS
 BX0318'LEADING WEST AND NORTHEAST, 103 FEET SOUTH OF THE CENTER LINE OF THE
 BX0318'HIGHWAY, 98 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER
 BX0318'CASTOR BAYOU, 49 FEET SOUTHEAST OF THE CENTER LINE OF A
 BX0318'NORTHEAST-SOUTHWEST ROAD, 22 FEET NORTHEAST OF THE CENTER LINE OF A
 BX0318'ROAD LEADING SOUTHEAST INTO THE WOODS, 2 FEET NORTH OF A REFERENCE
 BX0318'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND
 BX0318'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1761 ***********************************************************************
 BW1761  DESIGNATION -  C 138
 BW1761  PID         -  BW1761
 BW1761  STATE/COUNTY-  LA/CATAHOULA
 BW1761  USGS QUAD   -  ENTERPRISE (1984)
 BW1761
 BW1761                         *CURRENT SURVEY CONTROL
 BW1761  ___________________________________________________________________
 BW1761* NAD 83(1986)-  31 52 32.     (N)    091 55 14.     (W)     SCALED    
 BW1761* NAVD 88     -        42.13   (+/-2cm)     138.2    (feet)  VERTCON   
 BW1761  ___________________________________________________________________
 BW1761  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BW1761
 BW1761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1761
 BW1761.The horizontal coordinates were scaled from a topographic map and have
 BW1761.an estimated accuracy of +/- 6 seconds.
 BW1761
 BW1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1761.The vertical order pertains to the NGVD 29 superseded value.
 BW1761
 BW1761.The geoid height was determined by GEOID03.
 BW1761
 BW1761;                    North         East    Units  Estimated Accuracy
 BW1761;SPC LA N     -   152,660.    1,054,820.      MT  (+/- 180 meters Scaled)
 BW1761
 BW1761                          SUPERSEDED SURVEY CONTROL
 BW1761
 BW1761  NGVD 29 (??/??/92)   42.138  (m)          138.25   (f) ADJ UNCH    2 0
 BW1761
 BW1761.Superseded values are not recommended for survey control.
 BW1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1761.See file dsdata.txt to determine how the superseded data were derived.
 BW1761
 BW1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR020271(NAD 83)
 BW1761_MARKER: DB = BENCH MARK DISK
 BW1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1761_STAMPING: C 138 1950
 BW1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1761+STABILITY: SURFACE MOTION
 BW1761
 BW1761  HISTORY     - Date     Condition        Report By
 BW1761  HISTORY     - 1950     MONUMENTED       CGS
 BW1761
 BW1761                          STATION DESCRIPTION
 BW1761
 BW1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1761'3.25 MI SW FROM ENTERPRISE.
 BW1761'1.2 MILES WEST ALONG STATE HIGHWAY 68 FROM THE SCHOOL AT ENTERPRISE,
 BW1761'THENCE 2.05 MILES SOUTH ALONG A GRAVEL AND DIRT ROAD.  AT THE
 BW1761'CATAHOULA CHURCH, 40 FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET
 BW1761'NORTH OF THE CENTER OF A WIRE GATE, 1 FOOT WEST OF A FENCE, 2 FEET
 BW1761'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1761'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2487 ***********************************************************************
 BX2487  DESIGNATION -  C 139
 BX2487  PID         -  BX2487
 BX2487  STATE/COUNTY-  LA/WINN
 BX2487  USGS QUAD   -  FLAT CREEK (1984)
 BX2487
 BX2487                         *CURRENT SURVEY CONTROL
 BX2487  ___________________________________________________________________
 BX2487* NAD 83(1986)-  31 58 17.     (N)    092 23 26.     (W)     SCALED    
 BX2487* NAVD 88     -        60.77   (+/-2cm)     199.4    (feet)  VERTCON   
 BX2487  ___________________________________________________________________
 BX2487  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BX2487
 BX2487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2487
 BX2487.The horizontal coordinates were scaled from a topographic map and have
 BX2487.an estimated accuracy of +/- 6 seconds.
 BX2487
 BX2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2487.The vertical order pertains to the NGVD 29 superseded value.
 BX2487
 BX2487.The geoid height was determined by GEOID03.
 BX2487
 BX2487;                    North         East    Units  Estimated Accuracy
 BX2487;SPC LA N     -   163,150.    1,010,340.      MT  (+/- 180 meters Scaled)
 BX2487
 BX2487                          SUPERSEDED SURVEY CONTROL
 BX2487
 BX2487  NGVD 29 (??/??/??)   60.794  (m)          199.46   (f) ADJUSTED    2 0
 BX2487
 BX2487.Superseded values are not recommended for survey control.
 BX2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2487.See file dsdata.txt to determine how the superseded data were derived.
 BX2487
 BX2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR575374(NAD 83)
 BX2487_MARKER: DB = BENCH MARK DISK
 BX2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2487_STAMPING: C 139 1950
 BX2487
 BX2487  HISTORY     - Date     Condition        Report By
 BX2487  HISTORY     - UNK      MONUMENTED
 BX2487
 BX2487                          STATION DESCRIPTION
 BX2487
 BX2487'DESCRIBED UNK
 BX2487'13.2 MI NW FROM OLLA.
 BX2487'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX2487'PACIFIC RAILROAD STATION AT OLLA, THENCE 7.3 MILES NORTHWEST ALONG
 BX2487'STATE HIGHWAY NO. 6 THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY NO.
 BX2487'413, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY NO. 413 (ABANDONED).
 BX2487'IN THE NORTHWEST QUARTER OF A ROAD CROSSING, 58 FEET WEST OF THE
 BX2487'CENTER LINE OF THE NORTH-SOUTH ROAD, 50 FEET NORTH OF THE CENTER LINE
 BX2487'OF THE EAST-WEST ROAD, 75 FEET NORTHWEST OF THE INTERSECTION OF THE
 BX2487'CENTER LINES OF THE TWO ROADS, 12 FEET NORTH OF AN 8-INCH OAK WITH A
 BX2487'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 1.5 FEET SOUTH OF A
 BX2487'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BX2487'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1711 ***********************************************************************
 CQ1711  DESIGNATION -  C 140
 CQ1711  PID         -  CQ1711
 CQ1711  STATE/COUNTY-  LA/DE SOTO
 CQ1711  USGS QUAD   -  LONGSTREET (1972)
 CQ1711
 CQ1711                         *CURRENT SURVEY CONTROL
 CQ1711  ___________________________________________________________________
 CQ1711* NAD 83(1986)-  32 03 48.     (N)    093 57 48.     (W)     SCALED    
 CQ1711* NAVD 88     -        87.189  (meters)     286.05   (feet)  ADJUSTED  
 CQ1711  ___________________________________________________________________
 CQ1711  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1711  DYNAMIC HT  -          87.089 (meters)     285.72  (feet)  COMP
 CQ1711  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CQ1711
 CQ1711  VERT ORDER  -  FIRST     CLASS II
 CQ1711
 CQ1711.The horizontal coordinates were scaled from a topographic map and have
 CQ1711.an estimated accuracy of +/- 6 seconds.
 CQ1711
 CQ1711.The orthometric height was determined by differential leveling
 CQ1711.and adjusted by the National Geodetic Survey in June 1991..
 CQ1711.WARNING-Repeat measurements at this control monument indicate possible
 CQ1711.vertical movement.
 CQ1711
 CQ1711.The geoid height was determined by GEOID03.
 CQ1711
 CQ1711.The dynamic height is computed by dividing the NAVD 88
 CQ1711.geopotential number by the normal gravity value computed on the
 CQ1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1711.degrees latitude (g = 980.6199 gals.).
 CQ1711
 CQ1711.The modeled gravity was interpolated from observed gravity values.
 CQ1711
 CQ1711;                    North         East    Units  Estimated Accuracy
 CQ1711;SPC LA N     -   174,270.      861,840.      MT  (+/- 180 meters Scaled)
 CQ1711
 CQ1711                          SUPERSEDED SURVEY CONTROL
 CQ1711
 CQ1711  NGVD 29 (??/??/??)   87.251  (m)          286.26   (f) ADJUSTED    1 2
 CQ1711
 CQ1711.Superseded values are not recommended for survey control.
 CQ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1711.See file dsdata.txt to determine how the superseded data were derived.
 CQ1711
 CQ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR090478(NAD 83)
 CQ1711_MARKER: DB = BENCH MARK DISK
 CQ1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1711_STAMPING: C 140 1952
 CQ1711_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1711+STABILITY: SURFACE MOTION
 CQ1711
 CQ1711  HISTORY     - Date     Condition        Report By
 CQ1711  HISTORY     - 1952     MONUMENTED       CGS
 CQ1711  HISTORY     - 1972     MARK NOT FOUND   USGS
 CQ1711  HISTORY     - 1979     GOOD             NGS
 CQ1711  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1711
 CQ1711                          STATION DESCRIPTION
 CQ1711
 CQ1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1711'2.55 MI SW FROM LONGSTREET.
 CQ1711'2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE TEXAS AND NEW
 CQ1711'ORLEANS RAILROAD STATION AT LONGSTREET, 50 FEET WEST OF THE CENTER
 CQ1711'LINE OF THE HIGHWAY, 47.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CQ1711'4 FOOT CONCRETE HEADWALL, 2 FEET EAST OF A FENCE, 3 FEET SOUTH OF A
 CQ1711'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 CQ1711'FOOT ABOVE THE GROUND.
 CQ1711
 CQ1711                          STATION RECOVERY (1972)
 CQ1711
 CQ1711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CQ1711'MARK NOT FOUND.
 CQ1711
 CQ1711                          STATION RECOVERY (1979)
 CQ1711
 CQ1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1711'OMIT-2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE TEXAS
 CQ1711'AND NEW ORLEANS RAILROAD STATION AT LONGSTREET, 0.8 FT. ABOVE GROUND.
 CQ1711'ADD-2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 CQ1711'IN LONGSTREET.
 CQ1711
 CQ1711                          STATION RECOVERY (1996)
 CQ1711
 CQ1711'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1738 ***********************************************************************
 CQ1738  DESIGNATION -  C 141
 CQ1738  PID         -  CQ1738
 CQ1738  STATE/COUNTY-  LA/CADDO
 CQ1738  USGS QUAD   -  STONEWALL (1992)
 CQ1738
 CQ1738                         *CURRENT SURVEY CONTROL
 CQ1738  ___________________________________________________________________
 CQ1738* NAD 83(1986)-  32 18 24.     (N)    093 50 58.     (W)     SCALED    
 CQ1738* NAVD 88     -        58.33   (+/-2cm)     191.4    (feet)  VERTCON   
 CQ1738  ___________________________________________________________________
 CQ1738  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1738
 CQ1738  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1738
 CQ1738.The horizontal coordinates were scaled from a topographic map and have
 CQ1738.an estimated accuracy of +/- 6 seconds.
 CQ1738
 CQ1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1738.The vertical order pertains to the NGVD 29 superseded value.
 CQ1738
 CQ1738.The geoid height was determined by GEOID03.
 CQ1738
 CQ1738;                    North         East    Units  Estimated Accuracy
 CQ1738;SPC LA N     -   201,110.      872,920.      MT  (+/- 180 meters Scaled)
 CQ1738
 CQ1738                          SUPERSEDED SURVEY CONTROL
 CQ1738
 CQ1738  NGVD 29 (??/??/??)   58.397  (m)          191.59   (f) ADJUSTED    1 2
 CQ1738
 CQ1738.Superseded values are not recommended for survey control.
 CQ1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1738.See file dsdata.txt to determine how the superseded data were derived.
 CQ1738
 CQ1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR200747(NAD 83)
 CQ1738_MARKER: DB = BENCH MARK DISK
 CQ1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1738_STAMPING: C 141 1952
 CQ1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1738+STABILITY: SURFACE MOTION
 CQ1738
 CQ1738  HISTORY     - Date     Condition        Report By
 CQ1738  HISTORY     - 1952     MONUMENTED       CGS
 CQ1738  HISTORY     - 1976     MARK NOT FOUND   USGS
 CQ1738  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1738  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CQ1738
 CQ1738                          STATION DESCRIPTION
 CQ1738
 CQ1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1738'2.1 MI SW FROM KEITHVILLE.
 CQ1738'1.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1738'STATION AT KEITHVILLE, THENCE 0.9 MILE SOUTHWEST ALONG AN OILED ROAD,
 CQ1738'100 YARDS SOUTH OF A SMALL WOODEN BRIDGE, 56 FEET NORTH OF A POWER
 CQ1738'POLE, 33 FEET WEST OF THE CENTER LINE OF THE OILED ROAD, 3 FEET EAST
 CQ1738'OF A FENCE, 4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ1738'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CQ1738
 CQ1738                          STATION RECOVERY (1976)
 CQ1738
 CQ1738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1738'MARK NOT FOUND.
 CQ1738
 CQ1738                          STATION RECOVERY (1979)
 CQ1738
 CQ1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1738'MARK NOT FOUND.
 CQ1738
 CQ1738                          STATION RECOVERY (1999)
 CQ1738
 CQ1738'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1381 ***********************************************************************
 BX1381  DESIGNATION -  C 142
 BX1381  PID         -  BX1381
 BX1381  STATE/COUNTY-  LA/GRANT
 BX1381  USGS QUAD   -  COLFAX (1985)
 BX1381
 BX1381                         *CURRENT SURVEY CONTROL
 BX1381  ___________________________________________________________________
 BX1381* NAD 83(1986)-  31 32 05.     (N)    092 42 51.     (W)     SCALED    
 BX1381* NAVD 88     -        30.053  (meters)      98.60   (feet)  ADJUSTED  
 BX1381  ___________________________________________________________________
 BX1381  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1381  DYNAMIC HT  -          30.017 (meters)      98.48  (feet)  COMP
 BX1381  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 BX1381
 BX1381  VERT ORDER  -  FIRST     CLASS I
 BX1381
 BX1381.The horizontal coordinates were scaled from a topographic map and have
 BX1381.an estimated accuracy of +/- 6 seconds.
 BX1381
 BX1381.The orthometric height was determined by differential leveling
 BX1381.and adjusted by the National Geodetic Survey in February 1994..
 BX1381
 BX1381.The geoid height was determined by GEOID03.
 BX1381
 BX1381.The dynamic height is computed by dividing the NAVD 88
 BX1381.geopotential number by the normal gravity value computed on the
 BX1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1381.degrees latitude (g = 980.6199 gals.).
 BX1381
 BX1381.The modeled gravity was interpolated from observed gravity values.
 BX1381
 BX1381;                    North         East    Units  Estimated Accuracy
 BX1381;SPC LA N     -   114,750.      979,660.      MT  (+/- 180 meters Scaled)
 BX1381
 BX1381                          SUPERSEDED SURVEY CONTROL
 BX1381
 BX1381  NAVD 88 (06/15/91)   30.053  (m)           98.60   (f) UNKNOWN     1 1
 BX1381  NGVD 29 (??/??/??)   30.061  (m)           98.63   (f) ADJUSTED    1 1
 BX1381
 BX1381.Superseded values are not recommended for survey control.
 BX1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1381.See file dsdata.txt to determine how the superseded data were derived.
 BX1381
 BX1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ271889(NAD 83)
 BX1381_MARKER: DB = BENCH MARK DISK
 BX1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1381_STAMPING: C 142 1950
 BX1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1381+STABILITY: SURFACE MOTION
 BX1381
 BX1381  HISTORY     - Date     Condition        Report By
 BX1381  HISTORY     - 1950     MONUMENTED       CGS
 BX1381  HISTORY     - 1969     GOOD             CGS
 BX1381  HISTORY     - 1977     GOOD             NGS
 BX1381  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1381
 BX1381                          STATION DESCRIPTION
 BX1381
 BX1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1381'1.8 MI N FROM COLFAX.
 BX1381'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1381'COURTHOUSE AT COLFAX, THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1381'0.25 MILE NORTH OF A CROSSING OF THE HIGHWAY AND A RAILROAD, 46 1/2
 BX1381'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 58.4 FEET WEST OF
 BX1381'THE WEST CORNER OF A HOUSE THAT IS OWNED BY MR. W. G. CAMPBELL, 68
 BX1381'FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 4 FEET NORTHEAST
 BX1381'OF A FENCE CORNER POST, 3 FEET SOUTHWEST OF A 16-INCH TREE, 0.8 FEET
 BX1381'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 BX1381'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE
 BX1381'SURFACE OF THE GROUND.  SEC 31, T7N, R 3W.
 BX1381
 BX1381                          STATION RECOVERY (1977)
 BX1381
 BX1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1381'RECOVERED IN GOOD CONDITION.
 BX1381
 BX1381                          STATION RECOVERY (1981)
 BX1381
 BX1381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0489 ***********************************************************************
 BX0489  DESIGNATION -  C 143
 BX0489  PID         -  BX0489
 BX0489  STATE/COUNTY-  LA/LA SALLE
 BX0489  USGS QUAD   -  SUMMERVILLE (1984)
 BX0489
 BX0489                         *CURRENT SURVEY CONTROL
 BX0489  ___________________________________________________________________
 BX0489* NAD 83(1986)-  31 50 34.     (N)    092 14 14.     (W)     SCALED    
 BX0489* NAVD 88     -        39.74   (+/-2cm)     130.4    (feet)  VERTCON   
 BX0489  ___________________________________________________________________
 BX0489  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0489
 BX0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0489
 BX0489.The horizontal coordinates were scaled from a topographic map and have
 BX0489.an estimated accuracy of +/- 6 seconds.
 BX0489
 BX0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0489.The vertical order pertains to the NGVD 29 superseded value.
 BX0489
 BX0489.The geoid height was determined by GEOID03.
 BX0489
 BX0489;                    North         East    Units  Estimated Accuracy
 BX0489;SPC LA N     -   148,910.    1,024,870.      MT  (+/- 180 meters Scaled)
 BX0489
 BX0489                          SUPERSEDED SURVEY CONTROL
 BX0489
 BX0489  NGVD 29 (??/??/??)   39.754  (m)          130.43   (f) ADJUSTED    2 0
 BX0489
 BX0489.Superseded values are not recommended for survey control.
 BX0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0489.See file dsdata.txt to determine how the superseded data were derived.
 BX0489
 BX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR721232(NAD 83)
 BX0489_MARKER: DB = BENCH MARK DISK
 BX0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0489_STAMPING: C 143 1950
 BX0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0489+STABILITY: SURFACE MOTION
 BX0489
 BX0489  HISTORY     - Date     Condition        Report By
 BX0489  HISTORY     - 1950     MONUMENTED       CGS
 BX0489
 BX0489                          STATION DESCRIPTION
 BX0489
 BX0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0489'5.25 MI S FROM OLLA.
 BX0489'3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE MISSOURI PACIFIC
 BX0489'RAILROAD STATION AT OLLA, THENCE 0.6 MILE SOUTHWEST ALONG A GRAVELED
 BX0489'ROAD, THENCE 1.3 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.  0.5 MILE
 BX0489'NORTHEAST OF A POINT WHERE A TRANSMISSION LINE CROSSES OVER THE ROAD,
 BX0489'ON TOP OF A RISE, 38 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 BX0489'ROAD, 21.8 FEET NORTH OF AN 8-INCH OAK TREE WITH A TRIANGULAR BLAZE,
 BX0489'4.5 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BX0489'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1063 ***********************************************************************
 BK1063  DESIGNATION -  C 16
 BK1063  PID         -  BK1063
 BK1063  STATE/COUNTY-  LA/ALLEN
 BK1063  USGS QUAD   -  OAKDALE (1993)
 BK1063
 BK1063                         *CURRENT SURVEY CONTROL
 BK1063  ___________________________________________________________________
 BK1063* NAD 83(1986)-  30 47 51.     (N)    092 40 21.     (W)     SCALED    
 BK1063* NAVD 88     -        32.673  (meters)     107.19   (feet)  ADJUSTED  
 BK1063  ___________________________________________________________________
 BK1063  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK1063  DYNAMIC HT  -          32.631 (meters)     107.06  (feet)  COMP
 BK1063  MODELED GRAV-     979,363.6   (mgal)                       NAVD 88
 BK1063
 BK1063  VERT ORDER  -  FIRST     CLASS I
 BK1063
 BK1063.The horizontal coordinates were scaled from a topographic map and have
 BK1063.an estimated accuracy of +/- 6 seconds.
 BK1063
 BK1063.The orthometric height was determined by differential leveling
 BK1063.and adjusted by the National Geodetic Survey in February 1994..
 BK1063
 BK1063.The geoid height was determined by GEOID03.
 BK1063
 BK1063.The dynamic height is computed by dividing the NAVD 88
 BK1063.geopotential number by the normal gravity value computed on the
 BK1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1063.degrees latitude (g = 980.6199 gals.).
 BK1063
 BK1063.The modeled gravity was interpolated from observed gravity values.
 BK1063
 BK1063;                    North         East    Units  Estimated Accuracy
 BK1063;SPC LA S     -   255,420.      871,830.      MT  (+/- 180 meters Scaled)
 BK1063
 BK1063                          SUPERSEDED SURVEY CONTROL
 BK1063
 BK1063  NAVD 88 (06/15/91)   32.664  (m)          107.17   (f) UNKNOWN     1 1
 BK1063  NGVD 29 (??/??/??)   32.647  (m)          107.11   (f) ADJUSTED    1 1
 BK1063
 BK1063.Superseded values are not recommended for survey control.
 BK1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1063.See file dsdata.txt to determine how the superseded data were derived.
 BK1063
 BK1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ313072(NAD 83)
 BK1063_MARKER: DB = BENCH MARK DISK
 BK1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1063_SP_SET: CULVERT
 BK1063_STAMPING: C 16 1934
 BK1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1063
 BK1063  HISTORY     - Date     Condition        Report By
 BK1063  HISTORY     - 1934     MONUMENTED       CGS
 BK1063  HISTORY     - 1961     GOOD             CGS
 BK1063  HISTORY     - 1970     GOOD             NGS
 BK1063
 BK1063                          STATION DESCRIPTION
 BK1063
 BK1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1063'1.4 MI S FROM OAKDALE.
 BK1063'ABOUT 1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1063'STATION AT OAKDALE, IN SECTION 16, T 3 S, R 3 W, 0.15 MILE NORTH FROM
 BK1063'THE STATION AT OAKDALE, IN SECTION 16, T 3 S, R 3 W, 0.15 MILE NORTH
 BK1063'OF THE SUNSET INN MOTEL ON THE WEST SIDE OF U.S. HIGHWAY 165, 4 1/2
 BK1063'POLES SOUTH OF MILEPOST 637, 9 FEET WEST OF THE WEST RAIL, SET IN THE
 BK1063'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A CULVERT UNDER
 BK1063'THE RAILROAD, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 BK1063
 BK1063                          STATION RECOVERY (1970)
 BK1063
 BK1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1712 ***********************************************************************
 BK1712  DESIGNATION -  C 161
 BK1712  PID         -  BK1712
 BK1712  STATE/COUNTY-  LA/CALCASIEU
 BK1712  USGS QUAD   -  VINTON (1994)
 BK1712
 BK1712                         *CURRENT SURVEY CONTROL
 BK1712  ___________________________________________________________________
 BK1712* NAD 83(1986)-  30 11 44.     (N)    093 34 24.     (W)     SCALED    
 BK1712* NAVD 88     -         5.326  (meters)      17.47   (feet)  ADJUSTED  
 BK1712  ___________________________________________________________________
 BK1712  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1712  DYNAMIC HT  -           5.319 (meters)      17.45  (feet)  COMP
 BK1712  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 BK1712
 BK1712  VERT ORDER  -  FIRST     CLASS I
 BK1712
 BK1712.The horizontal coordinates were scaled from a topographic map and have
 BK1712.an estimated accuracy of +/- 6 seconds.
 BK1712
 BK1712.The orthometric height was determined by differential leveling
 BK1712.and adjusted by the National Geodetic Survey in February 1994..
 BK1712
 BK1712.The geoid height was determined by GEOID03.
 BK1712
 BK1712.The dynamic height is computed by dividing the NAVD 88
 BK1712.geopotential number by the normal gravity value computed on the
 BK1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1712.degrees latitude (g = 980.6199 gals.).
 BK1712
 BK1712.The modeled gravity was interpolated from observed gravity values.
 BK1712
 BK1712;                    North         East    Units  Estimated Accuracy
 BK1712;SPC LA S     -   190,050.      784,320.      MT  (+/- 180 meters Scaled)
 BK1712
 BK1712                          SUPERSEDED SURVEY CONTROL
 BK1712
 BK1712  NAVD 88 (06/15/91)    5.323  (m)           17.46   (f) UNKNOWN     1 1
 BK1712  NGVD 29 (??/??/??)    5.283  (m)           17.33   (f) ADJUSTED    1 1
 BK1712
 BK1712.Superseded values are not recommended for survey control.
 BK1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1712.See file dsdata.txt to determine how the superseded data were derived.
 BK1712
 BK1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP448405(NAD 83)
 BK1712_MARKER: DB = BENCH MARK DISK
 BK1712_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK1712_SP_SET: WALKWAY
 BK1712_STAMPING: C 161 1955
 BK1712_MARK LOGO: CGS   
 BK1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1712+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 BK1712
 BK1712  HISTORY     - Date     Condition        Report By
 BK1712  HISTORY     - 1955     MONUMENTED       CGS
 BK1712  HISTORY     - 1972     GOOD             NGS
 BK1712  HISTORY     - 1981     GOOD             NGS
 BK1712  HISTORY     - 1986     GOOD             NGS
 BK1712  HISTORY     - 1988     GOOD             USPSQD
 BK1712  HISTORY     - 1988     GOOD             USPSQD
 BK1712  HISTORY     - 1989     GOOD             USPSQD
 BK1712  HISTORY     - 19961019 GOOD             USPSQD
 BK1712  HISTORY     - 20030103 GOOD             USPSQD
 BK1712  HISTORY     - 20041009 POOR             USPSQD
 BK1712  HISTORY     - 20050801 GOOD             USPSQD
 BK1712
 BK1712                          STATION DESCRIPTION
 BK1712
 BK1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1712'0.6 MI NE FROM VINTON.
 BK1712'ABOUT 0.6 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE MUNICIPAL
 BK1712'BUILDING AT VINTON, 101 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 BK1712'SOUTHERN PACIFIC RAILROAD, 14 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 BK1712'U.S. HIGHWAY 90, ABOUT 1 FOOT ABOVE THE HIGHWAY, SET IN THE TOP OF THE
 BK1712'NORTHEAST END OF THE NORTHWEST CONCRETE WALKWAY OF THE HIGHWAY BRIDGE
 BK1712'OVER HAMPTON CAULEE.  SEC 15, T 10 S, R 12 W.
 BK1712
 BK1712                          STATION RECOVERY (1981)
 BK1712
 BK1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1712'1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG U.S. 90 FROM THE CITY
 BK1712'MUNICIPAL BUILDING IN VINTON TO THE MARK ON THE LEFT IN TOP OF THE
 BK1712'NORTHEAST END OF THE NORTHWEST BASE OF THE CONCRETE GUARDRAIL OF THE
 BK1712'HIGHWAY 90 BRIDGE OVER HAMPTON COULEE, 4.41 METERS (14.5) OF THE
 BK1712'HIGHWAY 90 BRIDGE OVER HAMPTON COULEE, 4.41 METERS (14.5 FEET)
 BK1712'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BK1712'THE MARK IS 0.3 M ABOVE HIGHWAY.
 BK1712
 BK1712                          STATION RECOVERY (1986)
 BK1712
 BK1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1712'RECOVERED IN GOOD CONDITION.
 BK1712
 BK1712                          STATION RECOVERY (1988)
 BK1712
 BK1712'RECOVERY NOTE BY US POWER SQUADRON 1988 (TS)
 BK1712'RECOVERED IN GOOD CONDITION.
 BK1712
 BK1712                          STATION RECOVERY (1988)
 BK1712
 BK1712'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1712'RECOVERED IN GOOD CONDITION.
 BK1712
 BK1712                          STATION RECOVERY (1989)
 BK1712
 BK1712'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1712'RECOVERED IN GOOD CONDITION.
 BK1712
 BK1712                          STATION RECOVERY (1996)
 BK1712
 BK1712'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1712'RECOVERED IN GOOD CONDITION.
 BK1712
 BK1712                          STATION RECOVERY (2003)
 BK1712
 BK1712'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BK1712'RECOVERED IN GOOD CONDITION.
 BK1712
 BK1712                          STATION RECOVERY (2004)
 BK1712
 BK1712'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK1712'80 PERCENT OF THE MARK IS COVERED BY MOUNTING SUPPORT FOR NEW METAL
 BK1712'GUARD RAIL THAT HAS BEEN INSTALLED ON ROAD SIDE OF CONCRETE GUARD RAIL
 BK1712' 
 BK1712
 BK1712                          STATION RECOVERY (2005)
 BK1712
 BK1712'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK1712'MARK IS PARTIALLY COVERED BY VERTICAL WOODEN 12INCH X 12INCH GUARDRAIL
 BK1712'SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1200 ***********************************************************************
 CQ1200  DESIGNATION -  C 1738
 CQ1200  PID         -  CQ1200
 CQ1200  STATE/COUNTY-  LA/LINCOLN
 CQ1200  USGS QUAD   -  RUSTON EAST (1994)
 CQ1200
 CQ1200                         *CURRENT SURVEY CONTROL
 CQ1200  ___________________________________________________________________
 CQ1200* NAD 83(1986)-  32 35 02.     (N)    092 32 16.     (W)     SCALED    
 CQ1200* NAVD 88     -        74.63   (+/-2cm)     244.8    (feet)  VERTCON   
 CQ1200  ___________________________________________________________________
 CQ1200  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1200
 CQ1200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1200
 CQ1200.The horizontal coordinates were scaled from a topographic map and have
 CQ1200.an estimated accuracy of +/- 6 seconds.
 CQ1200
 CQ1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1200.The vertical order pertains to the NGVD 29 superseded value.
 CQ1200
 CQ1200.The geoid height was determined by GEOID03.
 CQ1200
 CQ1200;                    North         East    Units  Estimated Accuracy
 CQ1200;SPC LA N     -   231,060.      996,450.      MT  (+/- 180 meters Scaled)
 CQ1200
 CQ1200                          SUPERSEDED SURVEY CONTROL
 CQ1200
 CQ1200  NGVD 29 (??/??/??)   74.700  (m)          245.08   (f) ADJUSTED    2 0
 CQ1200
 CQ1200.Superseded values are not recommended for survey control.
 CQ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1200.See file dsdata.txt to determine how the superseded data were derived.
 CQ1200
 CQ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS433052(NAD 83)
 CQ1200_MARKER: DD = SURVEY DISK
 CQ1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1200_SP_SET: CONCRETE POST
 CQ1200_STAMPING: C 1738
 CQ1200_MARK LOGO: LAGS  
 CQ1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1200+STABILITY: SURFACE MOTION
 CQ1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1200+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1987
 CQ1200
 CQ1200  HISTORY     - Date     Condition        Report By
 CQ1200  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1200  HISTORY     - 1968     GOOD             LADH
 CQ1200  HISTORY     - 19871104 GOOD             LADTD
 CQ1200
 CQ1200                          STATION DESCRIPTION
 CQ1200
 CQ1200'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1200'8.0 MI NE FROM RUSTON.
 CQ1200'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1200'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1200'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ1200'THENCE EAST ALONG STATE HIGHWAY 821 FOR 3.7 MILES TO THE MARK ON THE
 CQ1200'THENCE IT IS 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 CQ1200'SOUTH OF A RIGHT-OF-WAY FENCE, 130 FEET NORTHWEST OF THE W. S.
 CQ1200'CHANDLER DRIVEWAY, AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST.  IT
 CQ1200'IS A LA. GEOD. SURVEY DISK STAMPED C 1738, SET IN THE TOP OF A
 CQ1200'CONCRETE POST PROJECTING 2-INCHES.
 CQ1200
 CQ1200                          STATION RECOVERY (1987)
 CQ1200
 CQ1200'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CQ1200'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTHEAST OF RUSTON.
 CQ1200'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ1200'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE IN RUSTON GO
 CQ1200'NORTH FOR 0.5 KM (0.30 MI) ON U.S. HIGHWAY 167 TO THE JUNCTION WITH
 CQ1200'U.S. HIGHWAY 80.  TURN RIGHT AND GO EAST FOR 1.3 KM (0.80 MI) ON
 CQ1200'HIGHWAY 80 TO THE JUNCTION WITH STATE HIGHWAY 33.  TURN LEFT AND GO
 CQ1200'NORTHEAST FOR 5.1 KM (3.15 MI) ON HIGHWAY 33 TO THE JUNCTION STATE
 CQ1200'HIGHWAY 821. TURN RIGHT AND GO EAST FOR 6.0 KM (3.75 MI) ON HIGHWAY
 CQ1200'821 TO THE MARK ON THE LEFT.
 CQ1200'THE STATION IS 39.6 M (129.9 FT) NORTWEST FROM THE CENTER OF MR. W.S.
 CQ1200'CHANDLERS DRIVEWAY, 14.6 M (47.9 FT) FROM THE CENTER OF THE HIGHWAY,
 CQ1200'0.5 M (1.6 FT) NORTH FROM A METAL WITNESS POST AND 0.3 M (1.0 FT)
 CQ1200'SOUTH FROM THE RIGHT-OF-WAY FENCE.  THE MARK IS PROJECTING 5 CM ABOVE
 CQ1200'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1197 ***********************************************************************
 CQ1197  DESIGNATION -  C 1740
 CQ1197  PID         -  CQ1197
 CQ1197  STATE/COUNTY-  LA/LINCOLN
 CQ1197  USGS QUAD   -  RUSTON EAST (1994)
 CQ1197
 CQ1197                         *CURRENT SURVEY CONTROL
 CQ1197  ___________________________________________________________________
 CQ1197* NAD 83(1986)-  32 34 58.     (N)    092 34 09.     (W)     SCALED    
 CQ1197* NAVD 88     -        77.68   (+/-2cm)     254.9    (feet)  VERTCON   
 CQ1197  ___________________________________________________________________
 CQ1197  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1197
 CQ1197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1197
 CQ1197.The horizontal coordinates were scaled from a topographic map and have
 CQ1197.an estimated accuracy of +/- 6 seconds.
 CQ1197
 CQ1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1197.The vertical order pertains to the NGVD 29 superseded value.
 CQ1197
 CQ1197.The geoid height was determined by GEOID03.
 CQ1197
 CQ1197;                    North         East    Units  Estimated Accuracy
 CQ1197;SPC LA N     -   230,940.      993,510.      MT  (+/- 180 meters Scaled)
 CQ1197
 CQ1197                          SUPERSEDED SURVEY CONTROL
 CQ1197
 CQ1197  NGVD 29 (??/??/??)   77.750  (m)          255.08   (f) ADJUSTED    2 0
 CQ1197
 CQ1197.Superseded values are not recommended for survey control.
 CQ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1197.See file dsdata.txt to determine how the superseded data were derived.
 CQ1197
 CQ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS404051(NAD 83)
 CQ1197_MARKER: DD = SURVEY DISK
 CQ1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1197_SP_SET: CONCRETE POST
 CQ1197_STAMPING: C 1740
 CQ1197_MARK LOGO: LAGS  
 CQ1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1197+STABILITY: SURFACE MOTION
 CQ1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1197+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1987
 CQ1197
 CQ1197  HISTORY     - Date     Condition        Report By
 CQ1197  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1197  HISTORY     - 1968     GOOD             LADH
 CQ1197  HISTORY     - 19871104 MARK NOT FOUND   LADTD
 CQ1197
 CQ1197                          STATION DESCRIPTION
 CQ1197
 CQ1197'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1197'6.3 MI NE FROM RUSTON.
 CQ1197'LOCATED 0.3 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1197'PARISH COURTHOUSE IN RUSTON, THENCE EAST ALONG U. S. HIGHWAY 80 FOR
 CQ1197'0.8 MILES, THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR 3.2 MILES,
 CQ1197'THENCE EAST ALONG STATE HIGHWAY 821 FOR 2.0 MILES TO THE MARK ON THE
 CQ1197'LEFT.  IT IS 47 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 215 FEET
 CQ1197'NORTHEAST OF THE NORTHEAST CORNER OF THE CALHOUN HOUSE, 1 FOOT SOUTH
 CQ1197'OF A RIGHT-OF-WAY FENCE, AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST.
 CQ1197'IT IS A LA. GEOD. SURVEY DISK STAMPED C 1740, SET IN THE TOP OF A
 CQ1197'CONCRETE POST PROJECTING 2-INCHES.
 CQ1197
 CQ1197                          STATION RECOVERY (1987)
 CQ1197
 CQ1197'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CQ1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1932 ***********************************************************************
 CQ1932  DESIGNATION -  C 177
 CQ1932  PID         -  CQ1932
 CQ1932  STATE/COUNTY-  LA/BOSSIER
 CQ1932  USGS QUAD   -  BENTON (1975)
 CQ1932
 CQ1932                         *CURRENT SURVEY CONTROL
 CQ1932  ___________________________________________________________________
 CQ1932* NAD 83(1986)-  32 39 34.     (N)    093 44 56.     (W)     SCALED    
 CQ1932* NAVD 88     -        54.775  (meters)     179.71   (feet)  ADJUSTED  
 CQ1932  ___________________________________________________________________
 CQ1932  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1932  DYNAMIC HT  -          54.714 (meters)     179.51  (feet)  COMP
 CQ1932  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CQ1932
 CQ1932  VERT ORDER  -  FIRST     CLASS II
 CQ1932
 CQ1932.The horizontal coordinates were scaled from a topographic map and have
 CQ1932.an estimated accuracy of +/- 6 seconds.
 CQ1932
 CQ1932.The orthometric height was determined by differential leveling
 CQ1932.and adjusted by the National Geodetic Survey in June 1991..
 CQ1932
 CQ1932.The geoid height was determined by GEOID03.
 CQ1932
 CQ1932.The dynamic height is computed by dividing the NAVD 88
 CQ1932.geopotential number by the normal gravity value computed on the
 CQ1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1932.degrees latitude (g = 980.6199 gals.).
 CQ1932
 CQ1932.The modeled gravity was interpolated from observed gravity values.
 CQ1932
 CQ1932;                    North         East    Units  Estimated Accuracy
 CQ1932;SPC LA N     -   240,110.      882,840.      MT  (+/- 180 meters Scaled)
 CQ1932
 CQ1932                          SUPERSEDED SURVEY CONTROL
 CQ1932
 CQ1932  NGVD 29 (??/??/??)   54.846  (m)          179.94   (f) ADJUSTED    1 2
 CQ1932
 CQ1932.Superseded values are not recommended for survey control.
 CQ1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1932.See file dsdata.txt to determine how the superseded data were derived.
 CQ1932
 CQ1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS297137(NAD 83)
 CQ1932_MARKER: DB = BENCH MARK DISK
 CQ1932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1932_SP_SET: CULVERT
 CQ1932_STAMPING: C 177 1960
 CQ1932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1932
 CQ1932  HISTORY     - Date     Condition        Report By
 CQ1932  HISTORY     - 1961     MONUMENTED       CGS
 CQ1932  HISTORY     - 1969     GOOD             LADH
 CQ1932  HISTORY     - 1982     GOOD             LADTD
 CQ1932  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1932  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1932  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1932
 CQ1932                          STATION DESCRIPTION
 CQ1932
 CQ1932'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1932'2.6 MI S FROM BENTON.
 CQ1932'2.6 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ST. LOUIS SOUTHWESTERN
 CQ1932'RAILROAD STATION AT BENTON, SET IN TOP OF NORTH END OF WEST HEAD WALL
 CQ1932'OF A CONCRETE CULVERT UNDER HIGHWAY, 29 FEET WEST OF THE CENTER LINE
 CQ1932'OF STATE HIGHWAY 3, 110 YARDS NORTH OF A PRIVATE ROAD LEADING WEST,
 CQ1932'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ1932
 CQ1932                          STATION RECOVERY (1982)
 CQ1932
 CQ1932'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1932'RECOVERED IN GOOD CONDITION.
 CQ1932
 CQ1932                          STATION RECOVERY (1987)
 CQ1932
 CQ1932'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CQ1932'MARK NOT FOUND.
 CQ1932
 CQ1932                          STATION RECOVERY (1990)
 CQ1932
 CQ1932'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1932'MARK NOT FOUND.
 CQ1932
 CQ1932                          STATION RECOVERY (2002)
 CQ1932
 CQ1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1932'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2572 ***********************************************************************
 CQ2572  DESIGNATION -  C 177 RESET
 CQ2572  PID         -  CQ2572
 CQ2572  STATE/COUNTY-  LA/BOSSIER
 CQ2572  USGS QUAD   -  BENTON (1975)
 CQ2572
 CQ2572                         *CURRENT SURVEY CONTROL
 CQ2572  ___________________________________________________________________
 CQ2572* NAD 83(1986)-  32 39 34.     (N)    093 44 56.     (W)     SCALED    
 CQ2572* NAVD 88     -        55.31   (+/-2cm)     181.5    (feet)  VERTCON   
 CQ2572  ___________________________________________________________________
 CQ2572  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2572
 CQ2572  VERT ORDER  -  THIRD (See Below)
 CQ2572
 CQ2572.The horizontal coordinates were scaled from a topographic map and have
 CQ2572.an estimated accuracy of +/- 6 seconds.
 CQ2572
 CQ2572.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2572.The vertical order pertains to the NGVD 29 superseded value.
 CQ2572
 CQ2572.The geoid height was determined by GEOID03.
 CQ2572
 CQ2572;                    North         East    Units  Estimated Accuracy
 CQ2572;SPC LA N     -   240,110.      882,840.      MT  (+/- 180 meters Scaled)
 CQ2572
 CQ2572                          SUPERSEDED SURVEY CONTROL
 CQ2572
 CQ2572  NGVD 29 (??/??/??)   55.38   (m)          181.7    (f) RESET       3  
 CQ2572
 CQ2572.Superseded values are not recommended for survey control.
 CQ2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2572.See file dsdata.txt to determine how the superseded data were derived.
 CQ2572
 CQ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS297137(NAD 83)
 CQ2572_MARKER: DB = BENCH MARK DISK
 CQ2572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2572_SP_SET: 20 FEET
 CQ2572_STAMPING: C 177 RESET 1982
 CQ2572_PROJECTION: FLUSH
 CQ2572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2572+STABILITY: POSITION/ELEVATION WELL
 CQ2572_ROD/PIPE-DEPTH: 6.10 meters
 CQ2572
 CQ2572  HISTORY     - Date     Condition        Report By
 CQ2572  HISTORY     - 1982     MONUMENTED       LADTD
 CQ2572  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ2572
 CQ2572                          STATION DESCRIPTION
 CQ2572
 CQ2572'DESCRIBED BY LA TRANSP AND DEV 1982
 CQ2572'11.7 KM (7.3 MI) NORTH FROM BOSSIER CITY.
 CQ2572'11.7 KM (7.3 MI) NORTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 CQ2572'INTERSTATE 220, 37.6 METERS (123.5 FT) WEST OF THE CENTERLINE OF
 CQ2572'STATE HIGHWAY 3, 11.6 METERS (38.2 FT) WEST OF THE WEST RAIL OF THE
 CQ2572'ST LOUIS SOUTHWESTERN RAILROAD, AND 0.7 METER (2.3 FT) EAST OF A
 CQ2572'FENCE LINE.
 CQ2572'THE MARK IS 1.3 FT  E FROM A WITNESS POST.
 CQ2572
 CQ2572                          STATION RECOVERY (1987)
 CQ2572
 CQ2572'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ2572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1212 ***********************************************************************
 BJ1212  DESIGNATION -  C 179
 BJ1212  PID         -  BJ1212
 BJ1212  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1212  USGS QUAD   -  HAMMOND (1994)
 BJ1212
 BJ1212                         *CURRENT SURVEY CONTROL
 BJ1212  ___________________________________________________________________
 BJ1212* NAD 83(1986)-  30 31 04.     (N)    090 25 18.     (W)     SCALED    
 BJ1212* NAVD 88     -        12.28   (+/-2cm)      40.3    (feet)  VERTCON   
 BJ1212  ___________________________________________________________________
 BJ1212  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1212
 BJ1212  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1212
 BJ1212.This mark is at Hammond Airport (0R9)
 BJ1212
 BJ1212.The horizontal coordinates were scaled from a topographic map and have
 BJ1212.an estimated accuracy of +/- 6 seconds.
 BJ1212
 BJ1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1212.The vertical order pertains to the NGVD 29 superseded value.
 BJ1212
 BJ1212.The geoid height was determined by GEOID03.
 BJ1212
 BJ1212;                    North         East    Units  Estimated Accuracy
 BJ1212;SPC LA S     -   224,010.    1,087,500.      MT  (+/- 180 meters Scaled)
 BJ1212
 BJ1212                          SUPERSEDED SURVEY CONTROL
 BJ1212
 BJ1212  NGVD 29 (??/??/??)   12.279  (m)           40.29   (f) ADJUSTED    1 2
 BJ1212
 BJ1212.Superseded values are not recommended for survey control.
 BJ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1212.See file dsdata.txt to determine how the superseded data were derived.
 BJ1212
 BJ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP474789(NAD 83)
 BJ1212_MARKER: DB = BENCH MARK DISK
 BJ1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1212_SP_SET: APRON
 BJ1212_STAMPING: C 179 1959
 BJ1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1212
 BJ1212  HISTORY     - Date     Condition        Report By
 BJ1212  HISTORY     - 1959     MONUMENTED       CGS
 BJ1212  HISTORY     - 1969     GOOD             CGS
 BJ1212  HISTORY     - 1983     GOOD             USGS
 BJ1212  HISTORY     - 1983     GOOD             USGS
 BJ1212
 BJ1212                          STATION DESCRIPTION
 BJ1212
 BJ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1212'2.9 MI E FROM HAMMOND.
 BJ1212'ABOUT 2.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1212'STATION AT HAMMOND, THENCE 0.5 MILE NORTH ALONG A BLACK TOP ROAD
 BJ1212'LEADING NORTH TO THE HAMMOND AIRPORT, AT THE HAMMOND AIRPORT, NEAR THE
 BJ1212'SOUTHWEST CORNER OF THE MOST SOUTHERLY METAL HANGAR, SET ON THE TOP OF
 BJ1212'THE CONCRETE APRON AROUND THE HANGAR, 0.1 MILE SOUTHEAST OF THE
 BJ1212'CONTROL TOWER, 0.8 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE HANGAR
 BJ1212'AND LEVEL WITH TOP OF CONCRETE APRON.  SEC 20, T 6S, R 8E.
 BJ1212
 BJ1212                          STATION RECOVERY (1983)
 BJ1212
 BJ1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BJ1212'RECOVERED IN GOOD CONDITION.
 BJ1212
 BJ1212                          STATION RECOVERY (1983)
 BJ1212
 BJ1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BJ1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0313 ***********************************************************************
 BJ0313  DESIGNATION -  C 18 USE
 BJ0313  PID         -  BJ0313
 BJ0313  STATE/COUNTY-  LA/IBERVILLE
 BJ0313  USGS QUAD   -  MARINGOUIN (1992)
 BJ0313
 BJ0313                         *CURRENT SURVEY CONTROL
 BJ0313  ___________________________________________________________________
 BJ0313* NAD 83(1986)-  30 24 08.     (N)    091 30 25.     (W)     SCALED    
 BJ0313* NAVD 88     -         4.74   (+/-2cm)      15.6    (feet)  VERTCON   
 BJ0313  ___________________________________________________________________
 BJ0313  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0313
 BJ0313  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0313
 BJ0313.The horizontal coordinates were scaled from a topographic map and have
 BJ0313.an estimated accuracy of +/- 6 seconds.
 BJ0313
 BJ0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0313.The vertical order pertains to the NGVD 29 superseded value.
 BJ0313
 BJ0313.The geoid height was determined by GEOID03.
 BJ0313
 BJ0313;                    North         East    Units  Estimated Accuracy
 BJ0313;SPC LA S     -   210,870.      983,320.      MT  (+/- 180 meters Scaled)
 BJ0313
 BJ0313                          SUPERSEDED SURVEY CONTROL
 BJ0313
 BJ0313  NGVD 29 (??/??/??)    4.760  (m)           15.62   (f) ADJUSTED    1 2
 BJ0313
 BJ0313.Superseded values are not recommended for survey control.
 BJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0313.See file dsdata.txt to determine how the superseded data were derived.
 BJ0313
 BJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP434643(NAD 83)
 BJ0313_MARKER: P = PIPE CAP
 BJ0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0313_STAMPING: C 18 1934
 BJ0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0313
 BJ0313  HISTORY     - Date     Condition        Report By
 BJ0313  HISTORY     - 1934     MONUMENTED       CGS
 BJ0313  HISTORY     - 1965     GOOD             CGS
 BJ0313  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0313
 BJ0313                          STATION DESCRIPTION
 BJ0313
 BJ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0313'0.15 MI E FROM RAMAH.
 BJ0313'ABOUT 0.15 MILE EAST ALONG STATE ROAD 3000 FROM THE DESOTELLS GROCERY
 BJ0313'STORE AT RAMAH, IN FRACTIONAL SECTION 4, T 8 S, R 9 E, 111 FEET
 BJ0313'SOUTHEAST OF THE CENTER LINE OF A CURVE IN THE ROAD, 156 FEET EAST OF
 BJ0313'AND ACROSS AN ASPHALT ROAD FROM A POWER POLE, 88 FEET SOUTH OF THE
 BJ0313'CENTER LINE OF A GATE OVER AN OLD RAILROAD GRADE, 37 FEET EAST OF THE
 BJ0313'CENTER LINE OF AN ASPHALT ROAD LEADING SOUTH, 11.5 FEET WEST SOUTHWEST
 BJ0313'OF A 14-INCH PECAN TREE, 1.0 FOOT SOUTH OF A PIPE WITNESS POST, ABOUT
 BJ0313'LEVEL WITH THE ROAD, A U.S. ENGINEERS CAP AND PIPE WHICH IS ENCASED IN
 BJ0313'CONCRETE PROJECTING 1.0 FOOT.
 BJ0313
 BJ0313                          STATION RECOVERY (1976)
 BJ0313
 BJ0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0313'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 BJ0313'THIS MARK BELIEVED TO HAVE BEEN DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1864 ***********************************************************************
 CQ1864  DESIGNATION -  C 180
 CQ1864  PID         -  CQ1864
 CQ1864  STATE/COUNTY-  LA/BOSSIER
 CQ1864  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1864
 CQ1864                         *CURRENT SURVEY CONTROL
 CQ1864  ___________________________________________________________________
 CQ1864* NAD 83(1986)-  32 56 06.     (N)    093 41 30.     (W)     SCALED    
 CQ1864* NAVD 88     -        96.666  (meters)     317.14   (feet)  ADJUSTED  
 CQ1864  ___________________________________________________________________
 CQ1864  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CQ1864  DYNAMIC HT  -          96.560 (meters)     316.80  (feet)  COMP
 CQ1864  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 CQ1864
 CQ1864  VERT ORDER  -  FIRST     CLASS II
 CQ1864
 CQ1864.The horizontal coordinates were scaled from a topographic map and have
 CQ1864.an estimated accuracy of +/- 6 seconds.
 CQ1864
 CQ1864.The orthometric height was determined by differential leveling
 CQ1864.and adjusted by the National Geodetic Survey in June 1991..
 CQ1864
 CQ1864.The geoid height was determined by GEOID03.
 CQ1864
 CQ1864.The dynamic height is computed by dividing the NAVD 88
 CQ1864.geopotential number by the normal gravity value computed on the
 CQ1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1864.degrees latitude (g = 980.6199 gals.).
 CQ1864
 CQ1864.The modeled gravity was interpolated from observed gravity values.
 CQ1864
 CQ1864;                    North         East    Units  Estimated Accuracy
 CQ1864;SPC LA N     -   270,610.      888,550.      MT  (+/- 180 meters Scaled)
 CQ1864
 CQ1864                          SUPERSEDED SURVEY CONTROL
 CQ1864
 CQ1864  NGVD 29 (??/??/??)   96.729  (m)          317.35   (f) ADJUSTED    1 2
 CQ1864
 CQ1864.Superseded values are not recommended for survey control.
 CQ1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1864.See file dsdata.txt to determine how the superseded data were derived.
 CQ1864
 CQ1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS353442(NAD 83)
 CQ1864_MARKER: DB = BENCH MARK DISK
 CQ1864_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1864_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1864_STAMPING: C 180 1960
 CQ1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1864
 CQ1864  HISTORY     - Date     Condition        Report By
 CQ1864  HISTORY     - 1961     MONUMENTED       CGS
 CQ1864  HISTORY     - 1969     GOOD             LADH
 CQ1864  HISTORY     - 20010331 GOOD             NGS
 CQ1864  HISTORY     - 20020114 GOOD             NGS
 CQ1864
 CQ1864                          STATION DESCRIPTION
 CQ1864
 CQ1864'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1864'2.2 MI N FROM PLAIN DEALING.
 CQ1864'ABOUT 2.2 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 CQ1864'STATION AT PLAIN DEALING, 20 FEET WEST OF MILEPOST 420, 46 FEET WEST
 CQ1864'OF THE WEST RAIL, 1 FOOT EAST OF A FENCE, ABOUT 0.6 MILE SOUTH OF THE
 CQ1864'ROAD CROSSING AT BOLINGER SIDING, 1.0 FOOT NORTH OF A METAL WITNESS
 CQ1864'POST, ABOUT 2 FEET BELOW THE TRACKS, AND ON TOP OF A IRON PIPE
 CQ1864'PROJECTING 8 INCHES.  SEC 3, T 22N, R 13W.
 CQ1864
 CQ1864                          STATION RECOVERY (2001)
 CQ1864
 CQ1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ1864'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ1864
 CQ1864                          STATION RECOVERY (2002)
 CQ1864
 CQ1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1864'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1166 ***********************************************************************
 BK1166  DESIGNATION -  C 181
 BK1166  PID         -  BK1166
 BK1166  STATE/COUNTY-  LA/ALLEN
 BK1166  USGS QUAD   -  OAKDALE (1993)
 BK1166
 BK1166                         *CURRENT SURVEY CONTROL
 BK1166  ___________________________________________________________________
 BK1166* NAD 83(1986)-  30 48 27.     (N)    092 37 48.     (W)     SCALED    
 BK1166* NAVD 88     -        36.33   (+/-2cm)     119.2    (feet)  VERTCON   
 BK1166  ___________________________________________________________________
 BK1166  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK1166
 BK1166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1166
 BK1166.The horizontal coordinates were scaled from a topographic map and have
 BK1166.an estimated accuracy of +/- 6 seconds.
 BK1166
 BK1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1166.The vertical order pertains to the NGVD 29 superseded value.
 BK1166
 BK1166.The geoid height was determined by GEOID03.
 BK1166
 BK1166;                    North         East    Units  Estimated Accuracy
 BK1166;SPC LA S     -   256,480.      875,910.      MT  (+/- 180 meters Scaled)
 BK1166
 BK1166                          SUPERSEDED SURVEY CONTROL
 BK1166
 BK1166  NGVD 29 (??/??/??)   36.298  (m)          119.09   (f) ADJUSTED    2 0
 BK1166
 BK1166.Superseded values are not recommended for survey control.
 BK1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1166.See file dsdata.txt to determine how the superseded data were derived.
 BK1166
 BK1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ353083(NAD 83)
 BK1166_MARKER: DB = BENCH MARK DISK
 BK1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1166_STAMPING: C 181 1960
 BK1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1166+STABILITY: SURFACE MOTION
 BK1166
 BK1166  HISTORY     - Date     Condition        Report By
 BK1166  HISTORY     - 1960     MONUMENTED       CGS
 BK1166  HISTORY     - 1961     GOOD             CGS
 BK1166
 BK1166                          STATION DESCRIPTION
 BK1166
 BK1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1166'2.6 MI SE FROM OAKDALE.
 BK1166'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1166'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 12, T 3 S, R 2 W, 52
 BK1166'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 86 1/2 FEET NORTH OF THE
 BK1166'NORTHEAST CORNER OF A HOUSE, 27 FEET EAST OF THE CENTER LINE OF A
 BK1166'DRIVEWAY, 9 1/2 FEET NORTHEAST OF A 26-INCH PINE TREE, 1 1/2 FEET WEST
 BK1166'OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BK1166'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1599 ***********************************************************************
 CP1599  DESIGNATION -  C 1811
 CP1599  PID         -  CP1599
 CP1599  STATE/COUNTY-  LA/TENSAS
 CP1599  USGS QUAD   -  SOMERSET (1994)
 CP1599
 CP1599                         *CURRENT SURVEY CONTROL
 CP1599  ___________________________________________________________________
 CP1599* NAD 83(1986)-  32 09 23.     (N)    091 13 37.     (W)     SCALED    
 CP1599* NAVD 88     -        24.43   (+/-2cm)      80.2    (feet)  VERTCON   
 CP1599  ___________________________________________________________________
 CP1599  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1599
 CP1599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1599
 CP1599.The horizontal coordinates were scaled from a topographic map and have
 CP1599.an estimated accuracy of +/- 6 seconds.
 CP1599
 CP1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1599.The vertical order pertains to the NGVD 29 superseded value.
 CP1599
 CP1599.The geoid height was determined by GEOID03.
 CP1599
 CP1599;                    North         East    Units  Estimated Accuracy
 CP1599;SPC LA N     -   184,360.    1,120,080.      MT  (+/- 180 meters Scaled)
 CP1599
 CP1599                          SUPERSEDED SURVEY CONTROL
 CP1599
 CP1599  NGVD 29 (??/??/92)   24.453  (m)           80.23   (f) ADJ UNCH    2 0
 CP1599
 CP1599.Superseded values are not recommended for survey control.
 CP1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1599.See file dsdata.txt to determine how the superseded data were derived.
 CP1599
 CP1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR672591(NAD 83)
 CP1599_MARKER: DD = SURVEY DISK
 CP1599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1599_SP_SET: CULVERT
 CP1599_STAMPING: C1811
 CP1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1599
 CP1599  HISTORY     - Date     Condition        Report By
 CP1599  HISTORY     - UNK      MONUMENTED       LAGS
 CP1599  HISTORY     - 1971     GOOD             LADTD
 CP1599
 CP1599                          STATION DESCRIPTION
 CP1599
 CP1599'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1599'8.1 MI NW FROM NEWELLTON.
 CP1599'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1599'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1599'DIRECTION ALONG U.S. HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1599'LOUISIANA HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1599'0.5 MILE TO THE MARK.  IT IS 22.0 FEET NORTH OF THE CENTERLINE OF
 CP1599'LOUISIANA HIGHWAY 605, 50.0 FEET SOUTHEAST OF THE CENTERLINE OF A
 CP1599'GRAVEL ROAD, 75.0 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD
 CP1599'LOUISIANA GEODETIC B.M. DISK SET IN TOP OF THE NORTH HEADWALL OF A 3
 CP1599'FT. X 3 FT. CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1178 ***********************************************************************
 BX1178  DESIGNATION -  C 182
 BX1178  PID         -  BX1178
 BX1178  STATE/COUNTY-  LA/RAPIDES
 BX1178  USGS QUAD   -  SIEPER (1978)
 BX1178
 BX1178                         *CURRENT SURVEY CONTROL
 BX1178  ___________________________________________________________________
 BX1178* NAD 83(1986)-  31 08 04.     (N)    092 47 56.     (W)     SCALED    
 BX1178* NAVD 88     -        53.56   (+/-2cm)     175.7    (feet)  VERTCON   
 BX1178  ___________________________________________________________________
 BX1178  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BX1178
 BX1178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1178
 BX1178.The horizontal coordinates were scaled from a topographic map and have
 BX1178.an estimated accuracy of +/- 6 seconds.
 BX1178
 BX1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1178.The vertical order pertains to the NGVD 29 superseded value.
 BX1178
 BX1178.The geoid height was determined by GEOID03.
 BX1178
 BX1178;                    North         East    Units  Estimated Accuracy
 BX1178;SPC LA N     -    70,390.      971,500.      MT  (+/- 180 meters Scaled)
 BX1178
 BX1178                          SUPERSEDED SURVEY CONTROL
 BX1178
 BX1178  NGVD 29 (??/??/??)   53.578  (m)          175.78   (f) ADJUSTED    2 0
 BX1178
 BX1178.Superseded values are not recommended for survey control.
 BX1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1178.See file dsdata.txt to determine how the superseded data were derived.
 BX1178
 BX1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ191445(NAD 83)
 BX1178_MARKER: DB = BENCH MARK DISK
 BX1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1178_STAMPING: C 182 1961
 BX1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1178+STABILITY: SURFACE MOTION
 BX1178
 BX1178  HISTORY     - Date     Condition        Report By
 BX1178  HISTORY     - 1961     MONUMENTED       CGS
 BX1178  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1178
 BX1178                          STATION DESCRIPTION
 BX1178
 BX1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1178'3.35 MI W FROM HINESTON.
 BX1178'ABOUT 3.35 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF THE
 BX1178'HIGHWAY AND STATE HIGHWAY 112 AT HINESTON, IN SECTION 20, T 2 N, R 4
 BX1178'W, 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHURCH, 39 FEET
 BX1178'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTH OF A 15-INCH
 BX1178'GUM TREE, 12 FEET WEST OF A BRACED POWER POLE, IN LINE WITH AN
 BX1178'EASTWEST ROW OF POWER POLES, 1.3 FEET SOUTHEAST OF A METAL WITNESS
 BX1178'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1178'POST PROJECTING 4 INCHES.
 BX1178
 BX1178                          STATION RECOVERY (1999)
 BX1178
 BX1178'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1193 ***********************************************************************
 BX1193  DESIGNATION -  C 183
 BX1193  PID         -  BX1193
 BX1193  STATE/COUNTY-  LA/RAPIDES
 BX1193  USGS QUAD   -  AFEMAN (1978)
 BX1193
 BX1193                         *CURRENT SURVEY CONTROL
 BX1193  ___________________________________________________________________
 BX1193* NAD 83(1986)-  31 06 09.     (N)    092 49 07.     (W)     SCALED    
 BX1193* NAVD 88     -        68.98   (+/-2cm)     226.3    (feet)  VERTCON   
 BX1193  ___________________________________________________________________
 BX1193  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX1193
 BX1193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1193
 BX1193.The horizontal coordinates were scaled from a topographic map and have
 BX1193.an estimated accuracy of +/- 6 seconds.
 BX1193
 BX1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1193.The vertical order pertains to the NGVD 29 superseded value.
 BX1193
 BX1193.The geoid height was determined by GEOID03.
 BX1193
 BX1193;                    North         East    Units  Estimated Accuracy
 BX1193;SPC LA N     -    66,850.      969,600.      MT  (+/- 180 meters Scaled)
 BX1193
 BX1193                          SUPERSEDED SURVEY CONTROL
 BX1193
 BX1193  NGVD 29 (??/??/??)   68.999  (m)          226.37   (f) ADJUSTED    2 0
 BX1193
 BX1193.Superseded values are not recommended for survey control.
 BX1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1193.See file dsdata.txt to determine how the superseded data were derived.
 BX1193
 BX1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ172409(NAD 83)
 BX1193_MARKER: DB = BENCH MARK DISK
 BX1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1193_STAMPING: C 183 1961
 BX1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1193+STABILITY: SURFACE MOTION
 BX1193
 BX1193  HISTORY     - Date     Condition        Report By
 BX1193  HISTORY     - 1961     MONUMENTED       CGS
 BX1193  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1193
 BX1193                          STATION DESCRIPTION
 BX1193
 BX1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1193'5.6 MI SW FROM HINESTON.
 BX1193'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 BX1193'STATE HIGHWAYS 112 AND 28 AT HINESTON, THENCE 3.05 MILES SOUTHWEST
 BX1193'ALONG STATE HIGHWAY 463, IN SECTION 31, T 2 N, R 4 W, 42 FEET
 BX1193'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTHWEST OF THE
 BX1193'CENTER OF THE JUNCTION OF THE HIGHWAY AND A GRADED DIRT ROAD LEADING
 BX1193'SOUTHEAST, 112 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY, 11
 BX1193'FEET NORTHWEST OF A POWER POLE BRACED WITH 4 GUY WIRES, ABOUT LEVEL
 BX1193'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BX1193'INCHES.
 BX1193
 BX1193                          STATION RECOVERY (1999)
 BX1193
 BX1193'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1119 ***********************************************************************
 BH1119  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BH1119  DESIGNATION -  C 189
 BH1119  PID         -  BH1119
 BH1119  STATE/COUNTY-  LA/ORLEANS
 BH1119  USGS QUAD   -  CHEF MENTEUR (1994)
 BH1119
 BH1119                         *CURRENT SURVEY CONTROL
 BH1119  ___________________________________________________________________
 BH1119* NAD 83(1992)-  30 04 24.49899(N)    089 50 25.90012(W)     ADJUSTED  
 BH1119* NAVD 88     -         0.63 **(meters)       2.1  **(feet)  LEVELING(2004.65)
 BH1119  **This station is located in a subsidence area (see below).
 BH1119  **This station is included in the VTDP model (see below).
 BH1119  ___________________________________________________________________
 BH1119  EPOCH DATE  -        2004.65
 BH1119  X           -      15,375.449 (meters)                     COMP
 BH1119  Y           -  -5,524,136.168 (meters)                     COMP
 BH1119  Z           -   3,177,411.655 (meters)                     COMP
 BH1119  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BH1119  ELLIP HEIGHT-         -25.72  (meters)          (06/22/05) GPS OBS
 BH1119  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH1119  DYNAMIC HT  -           0.63  (meters)       2.1   (feet)  COMP
 BH1119  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 BH1119
 BH1119  HORZ ORDER  -  B
 BH1119  VERT ORDER  -  THIRD
 BH1119  ELLP ORDER  -  FOURTH    CLASS I
 BH1119
 BH1119.The horizontal coordinates were established by GPS observations
 BH1119.and adjusted by the National Geodetic Survey in June 2005..
 BH1119.The horizontal coordinates are valid at the epoch date displayed above.
 BH1119.The epoch date for horizontal control is a decimal equivalence
 BH1119.of Year/Month/Day.
 BH1119
 BH1119 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1119 ** and geoid heights are valid at the date of observation. These heights
 BH1119 ** must always be validated when used as control.
 BH1119 ** The orthometric height was determined with a Vertical Time-dependent
 BH1119 ** Positioning (VTDP) model and has been validated through GPS observations
 BH1119 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BH1119 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1119 ** epoch indicated which incorporates improved geoid heights for the
 BH1119 ** Southern Louisiana Subsidence area
 BH1119 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1119.The orthometric height was determined by differential leveling.
 BH1119.The vertical network tie was performed by a horz. field party for horz.
 BH1119.obs reductions. Reset procedures were used to establish the elevation.
 BH1119
 BH1119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1119
 BH1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1119
 BH1119.The ellipsoidal height was determined by GPS observations
 BH1119.and is referenced to NAD 83.
 BH1119
 BH1119.The geoid height was determined by GEOID03.
 BH1119
 BH1119.The dynamic height is computed by dividing the NAVD 88
 BH1119.geopotential number by the normal gravity value computed on the
 BH1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1119.degrees latitude (g = 980.6199 gals.).
 BH1119
 BH1119.The modeled gravity was interpolated from observed gravity values.
 BH1119
 BH1119;                    North         East     Units Scale Factor Converg.
 BH1119;SPC LA S     -   175,347.837 1,143,914.390   MT  0.99992654   +0 44 47.1
 BH1119;SPC LA S     -   575,287.03  3,752,992.46   sFT  0.99992654   +0 44 47.1
 BH1119;UTM  16      - 3,330,329.700   226,183.461   MT  1.00052512   -1 25 27.5
 BH1119
 BH1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1119!SPC LA S     -   1.00000404  x   0.99992654  =   0.99993058
 BH1119!UTM  16      -   1.00000404  x   1.00052512  =   1.00052916
 BH1119
 BH1119                          SUPERSEDED SURVEY CONTROL
 BH1119
 BH1119  ELLIP H (01/21/03)  -25.68   (m)                       GP(       ) 4 2
 BH1119  NAD 83(1992)-  30 04 24.49852(N)    089 50 25.89947(W) AD(       ) 1
 BH1119  NAD 83(1992)-  30 04 24.49854(N)    089 50 25.89947(W) AD(       ) 1
 BH1119  ELLIP H (01/21/93)  -25.66   (m)                       GP(       ) 4 2
 BH1119  NAD 83(1986)-  30 04 24.51432(N)    089 50 25.89678(W) AD(       ) 1
 BH1119  NAVD 88 (12/05/96)    0.794  (m)            2.60   (f) ADJUSTED    1 1
 BH1119  NAVD 88 (02/14/94)    0.789  (m)            2.59   (f) UNKNOWN     1 1
 BH1119  NAVD 88 (06/15/91)    0.810  (m)            2.66   (f) UNKNOWN     1 1
 BH1119  NGVD 29 (05/21/91)    0.851  (m)            2.79   (f) ADJUSTED    1 1
 BH1119
 BH1119.Superseded values are not recommended for survey control.
 BH1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1119.See file dsdata.txt to determine how the superseded data were derived.
 BH1119
 BH1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2618330330(NAD 83)
 BH1119_MARKER: DB = BENCH MARK DISK
 BH1119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH1119_SP_SET: COPPER-CLAD STEEL ROD
 BH1119_STAMPING: C 189 1963
 BH1119_MARK LOGO: CGS   
 BH1119_PROJECTION: FLUSH
 BH1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1119+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2006
 BH1119_ROD/PIPE-DEPTH: 20.7 meters
 BH1119_SLEEVE-DEPTH  : 1.00 meters
 BH1119
 BH1119  HISTORY     - Date     Condition        Report By
 BH1119  HISTORY     - 1963     MONUMENTED       CGS
 BH1119  HISTORY     - 1969     GOOD             CGS
 BH1119  HISTORY     - 1970     GOOD             NGS
 BH1119  HISTORY     - 1977     GOOD             NGS
 BH1119  HISTORY     - 1978     GOOD             USE
 BH1119  HISTORY     - 1985     GOOD             NGS
 BH1119  HISTORY     - 1986     GOOD             NGS
 BH1119  HISTORY     - 19880920 GOOD             LADTD
 BH1119  HISTORY     - 19890123 GOOD
 BH1119  HISTORY     - 19901101 GOOD             NGS
 BH1119  HISTORY     - 19941024 GOOD             NGS
 BH1119  HISTORY     - 20020703 GOOD             USACE
 BH1119  HISTORY     - 20040413 GOOD             NGS
 BH1119  HISTORY     - 20060108 GOOD             3001
 BH1119
 BH1119                          STATION DESCRIPTION
 BH1119
 BH1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH1119'12.0 MI E FROM NEW ORLEANS.
 BH1119'ABOUT 12.0 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE I 10 OVERPASS
 BH1119'OVER U. S. HIGHWAY 90 AT NEW ORLEANS, ABOUT 0.1 MILE NORTHWEST OF A
 BH1119'LARGE METAL BUILDING FOR THE MARINE CENTER EAST, 58.7 FEET NORTHWEST
 BH1119'OF THE SOUTH CORNER OF THE CHAIN LINK FENCE AROUND THE STORAGE YARD OF
 BH1119'THE P. HUTCHISON DRAGLINE WORKS, 44 FEET NORTHEAST OF THE CENTER LINE
 BH1119'OF THE WESTBOUND LANE OF THE HIGHWAY, 6 FEET EAST OF A 12-INCH OAK
 BH1119'TREE, 0.9 FOOT SOUTHWEST OF FENCE LINE, 1.5 FEET NORTHWEST OF A METAL
 BH1119'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF
 BH1119'A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6
 BH1119'INCH TILE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 BH1119'DEPTH OF 88 FEET.
 BH1119
 BH1119                          STATION RECOVERY (1970)
 BH1119
 BH1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH1119'RECOVERED IN GOOD CONDITION.
 BH1119
 BH1119                          STATION RECOVERY (1977)
 BH1119
 BH1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1119'12.0 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE INTERSTATE HIGHWAY
 BH1119'10 OVERPASS, 0.1 MILE NORTHWEST OF A LARGE METAL BUILDING FOR
 BH1119'HALTER MARINE SERVICES INCORPORATED, 44 FT. NORTHEAST OF THE CENTER
 BH1119'LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 59 FT. NORTHWEST
 BH1119'OF THE SOUTH CORNER OF A STEEL MESH FENCE, 58.5 FT. SOUTHEAST OF
 BH1119'THE APPROXIMATE CENTER LINE OF A SHELL DRIVEWAY LEADING NORTHEAST,
 BH1119'6 FT. EAST OF A 12-INCH OAK TREE, 0.9 FT. SOUTHWEST OF A
 BH1119'NORTHWEST-SOUTHEAST FENCE LINE, THE DISK IS PROTECTED BY A
 BH1119'6-INCH SQUARE TILE.
 BH1119
 BH1119                          STATION RECOVERY (1978)
 BH1119
 BH1119'RECOVERY NOTE BY US ENGINEERS 1978
 BH1119'RECOVERED IN GOOD CONDITION.
 BH1119
 BH1119                          STATION RECOVERY (1985)
 BH1119
 BH1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1119'RECOVERED IN GOOD CONDITION.
 BH1119
 BH1119                          STATION RECOVERY (1986)
 BH1119
 BH1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1119'RECOVERED IN GOOD CONDITION.
 BH1119
 BH1119                          STATION RECOVERY (1988)
 BH1119
 BH1119'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1119'ABOUT 19.3 KM (12.00 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE
 BH1119'INTERSTATE HIGHWAY 10 OVERPASS OVER U.S. HIGHWAY 90 AT NEW ORLEANS,
 BH1119'ABOUT 0.2 KM (0.10 MI) NORTHWEST OF A LARGE METAL BUILDING FOR THE
 BH1119'MARINE CENTER EAST, 17.9 M (58.7 FT) NORTHWEST OF THE SOUTH CORNER OF
 BH1119'THE CHAIN LINK FENCE AROUND THE STORAGE YARD OF THE P. HUTCHINSON
 BH1119'DRAGLINE WORKS, 13.4 M (44.0 FT) NORTHEAST OF THE CENTER LINE OF THE
 BH1119'WESTBOUND LANE OF THE HIGHWAY, 6.7 M (22.0 FT) SOUTHEAST FROM THE
 BH1119'CENTER OF A CHAIN LINK GATE, 0.3 M (1.0 FT) SOUTHWEST OF THE FENCE AND
 BH1119'0.5 M (1.6 FT) NORTHWEST OF A METAL WITNESS POST.  THE MARK IS ABOUT
 BH1119'LEVEL WITH THE HIGHWAY AND PROTECTED BY A 6-INCH TILE WHICH IS FLUSH
 BH1119'WITH THE GROUND.
 BH1119
 BH1119                          STATION RECOVERY (1989)
 BH1119
 BH1119'RECOVERED 1989
 BH1119'RECOVERED IN GOOD CONDITION.
 BH1119
 BH1119                          STATION RECOVERY (1990)
 BH1119
 BH1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1119'19.3 KM (12.0 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1119'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1119'0.2 KM (0.1 MI) NORTHWEST OF A LARGE METAL BUILDING (VACANT 1990),
 BH1119'18.0 M (59.1 FT) NORTHWEST OF THE SOUTH CORNER OF STEEL MESH FENCE,
 BH1119'17.8 M (58.4 FT) SOUTHEAST OF THE CENTER OF A SHELLED DRIVEWAY, 13.4
 BH1119'M (44.0 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 BH1119'HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0
 BH1119'FT) SOUTHWEST OF A FENCE.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 BH1119'SQUARE PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 BH1119
 BH1119                          STATION RECOVERY (1994)
 BH1119
 BH1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1119'19.1 KM (11.85 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1119'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1119'18.0 M (59.1 FT) NORTHWEST OF THE SOUTH CORNER OF A CHAIN-LINK FENCE,
 BH1119'17.8 M (58.4 FT) SOUTHEAST OF THE CENTER OF A SHELLED DRIVEWAY, 13.4 M
 BH1119'(44.0 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND
 BH1119'LANES OF THE HIGHWAY, 1.5 M (4.9 FT) NORTHEAST OF THE CENTER OF A
 BH1119'WATER METER COVER, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3
 BH1119'M (1.0 FT) SOUTHWEST OF A FENCE.  NOTE--THE DISK IS ENCASED IN A
 BH1119'6-INCH METAL PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 BH1119'SURFACE.
 BH1119
 BH1119                          STATION RECOVERY (2002)
 BH1119
 BH1119'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (MWH)
 BH1119'SOME OBSTRUCTIONS BUT IS MARGINALLY SUITABLE FOR GPS OBSERVATIONS.
 BH1119
 BH1119                          STATION RECOVERY (2004)
 BH1119
 BH1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BH1119'THE STATION IS LOCATED EAST OF NEW ORLEANS ALONG US HIGHWAY 90 ABOUT 7
 BH1119'MILES EAST OF MICHOUD.
 BH1119' 
 BH1119'TO REACH THE STATION FROM EXIT 246, INTERSTATE HIGHWAY 10 AND
 BH1119'INTERSTATE HIGHWAY  510  NORTHEAST OF NEW ORLEANS, GO SOUTH FOR 2.0 MI
 BH1119'ON  INTERSTATE HIGHWAYT 510  THE US HIGHWAY 90  EXIT (EXIT 2C), TAKE
 BH1119'THE EXIT TO A TRAFFIC LIGHT.  TURN LEFT, AND GO EASTERLY ON US 90,
 BH1119'CHEF MENTEUR  HWY, FOR 6.25 MI TO THEJUNCTION WITH US 11, CONTINUE
 BH1119'EASTERLY ON US HIGHWAY 90 FOR 1.45  MI. TO THE  MARK ON THE LEFT ALONG
 BH1119'A FENCELINE.
 BH1119' 
 BH1119'THE MARK IS LOCATED 1FT ENE OF THE WITNESS POST,0.9 FT NE OF A 5 FOOT
 BH1119'FENCE, 5.3 FT NNE OF A 12 INCH  DIAMETER WATER METER COVER, 11 S OF AN
 BH1119'ELECTRIC SERVICE POLE, 55 FT NE OF THE CENTERLINE OF US 90,  AND 115
 BH1119'ESE OF MILE MARKER 287.  NOTE--THE MARK IS ENCASED IN A 6 INCH PIPE
 BH1119'RECESSED 0.3 FEET BELOW  THE LEVEL OF THE GROUND IN AN AREA INUNDATED
 BH1119'WITH WATER AFTER HEAVEY RAINS.
 BH1119
 BH1119                          STATION RECOVERY (2006)
 BH1119
 BH1119'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 BH1119'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1517 ***********************************************************************
 BJ1517  DESIGNATION -  C 19
 BJ1517  PID         -  BJ1517
 BJ1517  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1517  USGS QUAD   -  MANCHAC (1979)
 BJ1517
 BJ1517                         *CURRENT SURVEY CONTROL
 BJ1517  ___________________________________________________________________
 BJ1517* NAD 83(1986)-  30 15 21.     (N)    090 23 59.     (W)     SCALED    
 BJ1517* NAVD 88     -         1.785  (meters)       5.86   (feet)  READJUSTED
 BJ1517  ___________________________________________________________________
 BJ1517  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BJ1517  DYNAMIC HT  -           1.780 (meters)       5.84  (feet)  COMP
 BJ1517  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BJ1517
 BJ1517  VERT ORDER  -  ?
 BJ1517
 BJ1517.The horizontal coordinates were scaled from a topographic map and have
 BJ1517.an estimated accuracy of +/- 6 seconds.
 BJ1517
 BJ1517.The orthometric height was determined by differential leveling
 BJ1517.and adjusted by the National Geodetic Survey in June 1991..
 BJ1517.The height was derived from older observations constrained to new
 BJ1517.heights in a crustal motion area.  The height is approximate in
 BJ1517.relation to other heights in its vicinity.
 BJ1517
 BJ1517.The geoid height was determined by GEOID03.
 BJ1517
 BJ1517.The dynamic height is computed by dividing the NAVD 88
 BJ1517.geopotential number by the normal gravity value computed on the
 BJ1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1517.degrees latitude (g = 980.6199 gals.).
 BJ1517
 BJ1517.The modeled gravity was interpolated from observed gravity values.
 BJ1517
 BJ1517;                    North         East    Units  Estimated Accuracy
 BJ1517;SPC LA S     -   194,990.    1,089,840.      MT  (+/- 180 meters Scaled)
 BJ1517
 BJ1517                          SUPERSEDED SURVEY CONTROL
 BJ1517
 BJ1517  NGVD 29 (??/??/??)    1.772  (m)            5.81   (f) ADJUSTED    1 1
 BJ1517
 BJ1517.Superseded values are not recommended for survey control.
 BJ1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1517.See file dsdata.txt to determine how the superseded data were derived.
 BJ1517
 BJ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP501499(NAD 83)
 BJ1517_MARKER: DB = BENCH MARK DISK
 BJ1517_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1517_SP_SET: FOOTING
 BJ1517_STAMPING: C 19 1934 7
 BJ1517_MARK LOGO: CGS   
 BJ1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1517+STABILITY: SURFACE MOTION
 BJ1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1517+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1992
 BJ1517
 BJ1517  HISTORY     - Date     Condition        Report By
 BJ1517  HISTORY     - 1934     MONUMENTED       CGS
 BJ1517  HISTORY     - 1969     GOOD             CGS
 BJ1517  HISTORY     - 1986     GOOD             NGS
 BJ1517  HISTORY     - 19920612 GOOD             NGS
 BJ1517
 BJ1517                          STATION DESCRIPTION
 BJ1517
 BJ1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1517'1.85 MI S FROM MANCHAC.
 BJ1517'ABOUT 1.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE OF
 BJ1517'MILEPOST 877, SET ON THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 BJ1517'FOUNDATION FOR AN ABANDONED SIGNAL BASE, 20.5 FEET EAST AND ACROSS A
 BJ1517'TRACK FROM THE EAST RAIL OF THE MAIN TRACK, 7.3 FEET EAST OF THE NEAR
 BJ1517'RAIL AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 BJ1517
 BJ1517                          STATION RECOVERY (1986)
 BJ1517
 BJ1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1517'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT CHANGE
 BJ1517'TO REACH TO READ, 3.0 KM (1.85 MI) SOUTH ALONG THE ILLINOIS CENTRAL
 BJ1517'RAILROAD FROM THE SOUTH END OF THE TRESTLE OVERPASS MANCHAC AT
 BJ1517'MANCHAC, 0.08 KM (0.05 MI) NORTHEAST OF AND ACROSS THE DOUBLE SET OF
 BJ1517'TRACKS FROM MILEPOST 877.
 BJ1517
 BJ1517                          STATION RECOVERY (1992)
 BJ1517
 BJ1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1517'20.2 KM (12.55 MI) SOUTHEASTERLY ALONG THE ILLINOIS CENTRAL RAILROAD
 BJ1517'FROM THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, NEAR THE
 BJ1517'SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL, 94.0
 BJ1517'M (308.4 FT) NORTH OF MILEPOST 877, 2.3 M (7.5 FT) EAST OF THE NEAR
 BJ1517'RAIL, AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1163 ***********************************************************************
 BH1163  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1163  DESIGNATION -  C 193
 BH1163  PID         -  BH1163
 BH1163  STATE/COUNTY-  LA/ORLEANS
 BH1163  USGS QUAD   -  RIGOLETS (1993)
 BH1163
 BH1163                         *CURRENT SURVEY CONTROL
 BH1163  ___________________________________________________________________
 BH1163* NAD 83(1992)-  30 10 00.30095(N)    089 44 15.27254(W)     ADJUSTED  
 BH1163* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BH1163  **This station is located in a subsidence area (see below).
 BH1163  ___________________________________________________________________
 BH1163  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BH1163  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BH1163  DYNAMIC HT  -           2.7   (meters)       9.    (feet)  COMP
 BH1163  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 BH1163  OBS GRAVITY -     979,332.1   (mgal)                       GRAV_OBS
 BH1163
 BH1163  HORZ ORDER  -  SECOND
 BH1163  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1163
 BH1163.The horizontal coordinates were established by classical geodetic methods
 BH1163.and adjusted by the National Geodetic Survey in May 1994..
 BH1163
 BH1163 ** The orthometric height has not been validated since last determined
 BH1163 ** by differential leveling and should not be used for control purposes.
 BH1163 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1163 ** area with valid NAVD 88 orthometric heights.
 BH1163 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1163 ** epoch indicated which incorporates improved geoid heights for the
 BH1163 ** Southern Louisiana Subsidence area.
 BH1163 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1163.The orthometric height was scaled from a topographic map.
 BH1163.The vertical order pertains to the first NAVD 88 superseded value.
 BH1163
 BH1163.This Tidal Bench Mark is designated as VM 7157
 BH1163.by the Center for Operational Oceanographic Products and Services.
 BH1163
 BH1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1163
 BH1163.The geoid height was determined by GEOID03.
 BH1163
 BH1163.The dynamic height is computed by dividing the NAVD 88
 BH1163.geopotential number by the normal gravity value computed on the
 BH1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1163.degrees latitude (g = 980.6199 gals.).
 BH1163
 BH1163.The modeled gravity was interpolated from observed gravity values.
 BH1163.The observed gravity was obtained from relative gravimeter ties
 BH1163.to the IGSN71 gravity network.
 BH1163
 BH1163;                    North         East     Units Scale Factor Converg.
 BH1163;SPC LA S     -   185,820.167 1,153,694.915   MT  0.99992992   +0 47 52.4
 BH1163;SPC LA S     -   609,645.00  3,785,080.73   sFT  0.99992992   +0 47 52.4
 BH1163;SPC MS E     -    74,250.730   212,901.801   MT  1.00004356   -0 27 15.9
 BH1163;SPC MS E     -   243,604.27    698,495.33   sFT  1.00004356   -0 27 15.9
 BH1163;UTM  16      - 3,340,429.412   236,359.685   MT  1.00045761   -1 22 35.3
 BH1163
 BH1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1163!SPC LA S     -   1.00000375  x   0.99992992  =   0.99993367
 BH1163!SPC MS E     -   1.00000375  x   1.00004356  =   1.00004731
 BH1163!UTM  16      -   1.00000375  x   1.00045761  =   1.00046136
 BH1163
 BH1163                          SUPERSEDED SURVEY CONTROL
 BH1163
 BH1163  NAD 83(1992)-  30 10 00.30381(N)    089 44 15.27176(W) AD(       ) 2
 BH1163  NAD 83(1986)-  30 10 00.31502(N)    089 44 15.26916(W) AD(       ) 2
 BH1163  NAD 27      -  30 09 59.60803(N)    089 44 15.04943(W) AD(       ) 2
 BH1163  NAVD 88 (02/14/94)    2.713  (m)            8.90   (f) UNKNOWN     1 1
 BH1163  NAVD 88 (06/15/91)    2.719  (m)            8.92   (f) UNKNOWN     1 1
 BH1163  NGVD 29 (05/21/91)    2.777  (m)            9.11   (f) ADJUSTED    1 1
 BH1163
 BH1163.Superseded values are not recommended for survey control.
 BH1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1163.See file dsdata.txt to determine how the superseded data were derived.
 BH1163
 BH1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3636040429(NAD 83)
 BH1163_MARKER: DB = BENCH MARK DISK
 BH1163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH1163_SP_SET: COPPER-CLAD STEEL ROD
 BH1163_STAMPING: C 193 1963
 BH1163_MARK LOGO: CGS   
 BH1163_PROJECTION: FLUSH
 BH1163_MAGNETIC: I = MARKER IS A STEEL ROD
 BH1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1163+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1994
 BH1163_ROD/PIPE-DEPTH: 21.9 meters
 BH1163
 BH1163  HISTORY     - Date     Condition        Report By
 BH1163  HISTORY     - 1966     MONUMENTED       CGS
 BH1163  HISTORY     - 1969     GOOD             CGS
 BH1163  HISTORY     - 1971     GOOD             NGS
 BH1163  HISTORY     - 1977     GOOD             NGS
 BH1163  HISTORY     - 1980     GOOD             LADTD
 BH1163  HISTORY     - 1984     GOOD             LA-051
 BH1163  HISTORY     - 1985     GOOD             NGS
 BH1163  HISTORY     - 1986     GOOD             NGS
 BH1163  HISTORY     - 19901022 GOOD             NGS
 BH1163  HISTORY     - 19930317 GOOD             NGS
 BH1163  HISTORY     - 19941018 GOOD             NGS
 BH1163
 BH1163                          STATION DESCRIPTION
 BH1163
 BH1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BH1163'SEE STATION PIKE
 BH1163
 BH1163                          STATION RECOVERY (1969)
 BH1163
 BH1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH1163'23.2 MI E FROM NEW ORLEANS.
 BH1163'ABOUT 23.2 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE I 10 OVERPASS
 BH1163'OVER U. S. HIGHWAY 90 AT NEW ORLEANS, ABOUT 95 YARDS SOUTHWEST OF THE
 BH1163'SOUTHWEST END OF THE BRIDGE OVER THE RIGOLETS, AT OLD FORT PIKE, IN A
 BH1163'SMALL PARK, 67 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17.4
 BH1163'FEET SOUTHEAST OF A CHAIN LINK FENCE AROUND THE PARK, 10.1 FEET SOUTH
 BH1163'OF A METAL POST SUPPORTING A BLUE STAR MEMORIAL HIGHWAY SIGN, 1.5 FEET
 BH1163'NORTHWEST OF THE NORTH CORNER OF THE CONCRETE BASE SUPPORTING THE
 BH1163'NORTHEAST ONE OF THREE CANNONS, ABOUT LEVEL WITH THE HIGHWAY AND IS A
 BH1163'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE
 BH1163'THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH CLAY TILE WHICH
 BH1163'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 BH1163'A DEPTH OF 72 FEET.
 BH1163
 BH1163                          STATION RECOVERY (1971)
 BH1163
 BH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH1163'RECOVERED IN GOOD CONDITION.
 BH1163
 BH1163                          STATION RECOVERY (1977)
 BH1163
 BH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1163'RECOVERED IN GOOD CONDITION.
 BH1163
 BH1163                          STATION RECOVERY (1980)
 BH1163
 BH1163'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BH1163'RECOVERED IN GOOD CONDITION.
 BH1163
 BH1163                          STATION RECOVERY (1984)
 BH1163
 BH1163'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BH1163'RECOVERED IN GOOD CONDITION.
 BH1163
 BH1163                          STATION RECOVERY (1985)
 BH1163
 BH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1163'RECOVERED IN GOOD CONDITION.
 BH1163
 BH1163                          STATION RECOVERY (1986)
 BH1163
 BH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1163'RECOVERED IN GOOD CONDITION.
 BH1163
 BH1163                          STATION RECOVERY (1990)
 BH1163
 BH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1163'37.4 KM (23.2 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1163'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1163'AT FORT PIKE STATE MONUMENT, 86.9 M (285.1 FT) SOUTHWEST OF THE
 BH1163'SOUTHWEST END OF THE BRIDGE SPANNING THE RIGOLETS, 20.4 M (66.9 FT)
 BH1163'SOUTHEAST OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT) SOUTHEAST OF A
 BH1163'CHAIN-LINK FENCE AROUND THE PARK, 3.1 M (10.2 FT) SOUTH OF A SIGN
 BH1163'(BLUE STAR MEMORIAL HIGHWAY), 0.45 M (1.48 FT) NORTHWEST OF THE NORTH
 BH1163'CORNER OF A CONCRETE BASE SUPPORTING THE MOST NORTHEASTERLY OF 3
 BH1163'CANNONS, AND LEVEL WITH THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A
 BH1163'4-INCH TILE PIPE THAT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 BH1163'SURFACE.
 BH1163
 BH1163                          STATION RECOVERY (1993)
 BH1163
 BH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1163'37.4 KM (23.25 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1163'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1163'23.1 M (75.8 FT) SOUTHWEST OF PIKE REFERENCE MARK 4, 20.4 M (66.9 FT)
 BH1163'SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 10.3 M
 BH1163'(33.8 FT) EAST OF PIKE REFERENCE MARK 2, 7.6 M (24.9 FT) EAST OF A
 BH1163'WITNESS POST, 5.3 M (17.4 FT) SOUTHEAST OF A FENCE, 3.1 M (10.2 FT)
 BH1163'SOUTHEAST OF A SIGN (BLUE STAR MEMORIAL HIGHWAY), AND 0.4 M (1.3 FT)
 BH1163'NORTHWEST OF THE NORTH CORNER OF THE FOUNDATION FOR A CANNON.
 BH1163'NOTE--THE DISK IS ENCASED IN A 4-INCH TILE AND PROJECTS 0.04 M (0.13
 BH1163'FT) ABOVE THE GROUND SURFACE.
 BH1163
 BH1163                          STATION RECOVERY (1994)
 BH1163
 BH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1163'37.0 KM (23.00 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1163'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1163'23.1 M (75.8 FT) SOUTHWEST OF PIKE REFERENCE MARK 4, 20.4 M (66.9 FT)
 BH1163'SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 10.3 M (33.8 FT)
 BH1163'EAST OF PIKE REFERENCE MARK 2, 7.6 M (24.9 FT) EAST OF A WITNESS POST,
 BH1163'5.3 M (17.4 FT) SOUTHEAST OF A FENCE, 3.1 M (10.2 FT) SOUTHEAST OF A
 BH1163'SIGN (BLUE STAR MEMORIAL HIGHWAY), AND 0.4 M (1.3 FT) NORTHWEST OF THE
 BH1163'NORTH CORNER OF THE FOUNDATION FOR A CANNON.  NOTE--THE DISK IS
 BH1163'ENCASED IN A 4-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0458 ***********************************************************************
 AT0458  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0458  DESIGNATION -  C 195
 AT0458  PID         -  AT0458
 AT0458  STATE/COUNTY-  LA/PLAQUEMINES
 AT0458  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT0458
 AT0458                         *CURRENT SURVEY CONTROL
 AT0458  ___________________________________________________________________
 AT0458* NAD 83(1992)-  29 32 12.40304(N)    089 45 47.15604(W)     ADJUSTED  
 AT0458* NAVD 88     -         0.48 **(meters)       1.6  **(feet)  GPS OBS(2004.65)
 AT0458  **This station is located in a subsidence area (see below).
 AT0458  ___________________________________________________________________
 AT0458  EPOCH DATE  -        2004.65
 AT0458  X           -      22,962.963 (meters)                     COMP
 AT0458  Y           -  -5,553,681.857 (meters)                     COMP
 AT0458  Z           -   3,125,790.379 (meters)                     COMP
 AT0458  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AT0458  ELLIP HEIGHT-         -24.12  (meters)          (06/22/05) GPS OBS
 AT0458  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AT0458  DYNAMIC HT  -           0.48  (meters)       1.6   (feet)  COMP
 AT0458  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 AT0458
 AT0458  HORZ ORDER  -  B
 AT0458  VERT ORDER  -  THIRD (See Below)
 AT0458  ELLP ORDER  -  FOURTH    CLASS I
 AT0458
 AT0458.The horizontal coordinates were established by GPS observations
 AT0458.and adjusted by the National Geodetic Survey in June 2005..
 AT0458.The horizontal coordinates are valid at the epoch date displayed above.
 AT0458.The epoch date for horizontal control is a decimal equivalence
 AT0458.of Year/Month/Day.
 AT0458
 AT0458 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0458 ** and geoid heights are valid at the date of observation. These heights
 AT0458 ** must always be validated when used as control.
 AT0458 ** The orthometric height was determined by GPS observations using
 AT0458 ** precise GPS observation and processing techniques and a new
 AT0458 ** realization of GEOID03. It supersedes the leveled height previously
 AT0458 ** determined for this station.
 AT0458 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0458 ** epoch indicated which incorporates improved geoid heights for the
 AT0458 ** Southern Louisiana Subsidence area.
 AT0458 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0458.The orthometric height was determined by GPS observations and a
 AT0458.high-resolution geoid model using precise GPS observation and
 AT0458.processing techniques. It supersedes the leveled height previously
 AT0458.determined for this station.
 AT0458.WARNING-GPS observations at this control monument resulted in a GPS
 AT0458.derived orthometric height which differed from the leveled height by
 AT0458.more than one decimeter (0.1 meter).
 AT0458.The vertical order pertains to the first NAVD 88 superseded value.
 AT0458
 AT0458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0458
 AT0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0458
 AT0458.The ellipsoidal height was determined by GPS observations
 AT0458.and is referenced to NAD 83.
 AT0458
 AT0458.The geoid height was determined by GEOID03.
 AT0458
 AT0458.The dynamic height is computed by dividing the NAVD 88
 AT0458.geopotential number by the normal gravity value computed on the
 AT0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0458.degrees latitude (g = 980.6199 gals.).
 AT0458
 AT0458.The modeled gravity was interpolated from observed gravity values.
 AT0458
 AT0458;                    North         East     Units Scale Factor Converg.
 AT0458;SPC LA S     -   115,965.036 1,152,193.647   MT  0.99995833   +0 47 06.5
 AT0458;SPC LA S     -   380,461.96  3,780,155.32   sFT  0.99995833   +0 47 06.5
 AT0458;UTM  16      - 3,270,643.128   232,222.832   MT  1.00048485   -1 21 46.7
 AT0458
 AT0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0458!SPC LA S     -   1.00000379  x   0.99995833  =   0.99996212
 AT0458!UTM  16      -   1.00000379  x   1.00048485  =   1.00048864
 AT0458
 AT0458                          SUPERSEDED SURVEY CONTROL
 AT0458
 AT0458  NAVD 88 (02/14/94)    0.705  (m)            2.31   (f) READJUSTED  3  
 AT0458  NAVD 88 (06/15/91)    0.760  (m)            2.49   (f) UNKNOWN     1 1
 AT0458  NGVD 29 (??/??/??)    0.794  (m)            2.60   (f) ADJUSTED    1 1
 AT0458
 AT0458.Superseded values are not recommended for survey control.
 AT0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0458.See file dsdata.txt to determine how the superseded data were derived.
 AT0458
 AT0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3222370643(NAD 83)
 AT0458_MARKER: DB = BENCH MARK DISK
 AT0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AT0458_SP_SET: SMALL CULVERT HEADWALL
 AT0458_STAMPING: C 195 1964
 AT0458_MARK LOGO: CGS   
 AT0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0458+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AT0458
 AT0458  HISTORY     - Date     Condition        Report By
 AT0458  HISTORY     - 1964     MONUMENTED       CGS
 AT0458  HISTORY     - 1970     GOOD             NGS
 AT0458  HISTORY     - 1971     GOOD             NGS
 AT0458  HISTORY     - 1984     GOOD             NGS
 AT0458  HISTORY     - 20040422 GOOD             NGS
 AT0458  HISTORY     - 20051006 GOOD             NGS
 AT0458
 AT0458                          STATION DESCRIPTION
 AT0458
 AT0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AT0458'5.65 MI NW FROM PORT SULPHUR.
 AT0458'5.65 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE FIRE STATION AND
 AT0458'CEMETERY AT PORT SULPHUR, ABOUT 0.85 MILE SOUTHEAST OF THE ST. JUDE
 AT0458'CHURCH, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST CONCRETE
 AT0458'HEAD WALL OF AN 18 INCH PIPE CULVERT WITH WING WALLS UNDER A DRIVEWAY
 AT0458'TO A VACANT LOT, 24.3 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 68
 AT0458'FEET NORTHWEST OF A FIRE HYDRANT, 44 FEET SOUTHEAST OF THE CENTER OF A
 AT0458'SMALL GATE, 9 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY AND ABOUT
 AT0458'LEVEL WITH THE HIGHWAY, AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 AT0458
 AT0458                          STATION RECOVERY (1971)
 AT0458
 AT0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0458'RECOVERED IN GOOD CONDITION.
 AT0458
 AT0458                          STATION RECOVERY (1984)
 AT0458
 AT0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0458'RECOVERED IN GOOD CONDITION.  LOT IS NOW OCCUPIED BY RESIDENCE AT
 AT0458'ROUTE 1, BOX 749.
 AT0458
 AT0458                          STATION RECOVERY (2004)
 AT0458
 AT0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0458'THE STATION IS LOCATED IN THE COMMUNITY OF DIAMOND CENTER, ABOUT 5.5
 AT0458'MI NORTHWEST OF PORT  SULPHER, ON PARISH HIGHWAY RIGHT OF WAY.
 AT0458' 
 AT0458'TO REACH THE STATION FROM THE POST OFFICE IN PORT SULPHER GO NORTHERLY
 AT0458'FOR 2.35 MI ON STATE  HIGHWAY 23 TO PARISH HIGHWAY 11 ON THE RIGHT,
 AT0458'TURN RIGHT AND CONTINUE NORTHERLY FOR 1.55 MI ON  HIGHWAY 11 TO A DIM
 AT0458'GRAVEL DRIVE LEFT LEADING TO A PRIVATE RESIDENCE NUMBER 24704 AND THE
 AT0458'STATION ON THE LEFT SET IN THE TOP OF AND NEAR THE SOUTHEAST END OF
 AT0458'THE NORTHWEST CONCRETE  HEADWALL OF AN 18 INCH CULVERT PIPE RUNNING
 AT0458'UNDERNEATH THE DRIVE.
 AT0458' 
 AT0458'THE STATION IS LOCATED 21.8 M NORTHWEST OF A FIRE HYDRANT, 21.8 M
 AT0458'EASTOF THE EAST CORNER OF THE  FRONT PORCH OF HOUSE NUMBER 24704, 7.6
 AT0458'M SOUTHWEST OF THE CENTER OF THE ROAD, 2.5 M NORTHWEST  OF THE CENTER
 AT0458'OF THE DRIVE, AND ABOUT 0.1 M BELOW THE LEVEL OF THE GROUND SURFACE.
 AT0458'NOTE--THE  STAMPING HAS BEEN MARRED AND THE 5 IN THE DESIGNATION IS NO
 AT0458'LONGER VISIBLE.  NOTE--THE HEADWALL  AND CULVERT ARE BENEATH THE
 AT0458'SURFACE AND NO LONGER VISIBLE.
 AT0458
 AT0458                          STATION RECOVERY (2005)
 AT0458
 AT0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0458'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  7.4 M NNW OF A
 AT0458'WATER METER, 20.3 M NNW OF A FIRE HYDRANT, AND 0.7 M NNE OF A METAL
 AT0458'POST WITH WITNESS SIGN ATTACHED.  NOTE--THE HOUSE PREVIOUSLY
 AT0458'REFERENCED TO WAS DESTROYED DURINNG HURRICANE KATRINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0989 ***********************************************************************
 BJ0989  DESIGNATION -  C 198
 BJ0989  PID         -  BJ0989
 BJ0989  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0989  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0989
 BJ0989                         *CURRENT SURVEY CONTROL
 BJ0989  ___________________________________________________________________
 BJ0989* NAD 83(1986)-  30 25 56.     (N)    091 11 07.     (W)     SCALED    
 BJ0989* NAVD 88     -        14.59   (+/-2cm)      47.9    (feet)  VERTCON   
 BJ0989  ___________________________________________________________________
 BJ0989  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0989
 BJ0989  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0989
 BJ0989.The horizontal coordinates were scaled from a topographic map and have
 BJ0989.an estimated accuracy of +/- 6 seconds.
 BJ0989
 BJ0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0989.The vertical order pertains to the NGVD 29 superseded value.
 BJ0989
 BJ0989.The geoid height was determined by GEOID03.
 BJ0989
 BJ0989;                    North         East    Units  Estimated Accuracy
 BJ0989;SPC LA S     -   214,190.    1,014,220.      MT  (+/- 180 meters Scaled)
 BJ0989
 BJ0989                          SUPERSEDED SURVEY CONTROL
 BJ0989
 BJ0989  NGVD 29 (??/??/??)   14.600  (m)           47.90   (f) ADJUSTED    1 1
 BJ0989
 BJ0989.Superseded values are not recommended for survey control.
 BJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0989.See file dsdata.txt to determine how the superseded data were derived.
 BJ0989
 BJ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP742680(NAD 83)
 BJ0989_MARKER: DB = BENCH MARK DISK
 BJ0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0989_SP_SET: FOUNDATION
 BJ0989_STAMPING: C 198 1964
 BJ0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0989
 BJ0989  HISTORY     - Date     Condition        Report By
 BJ0989  HISTORY     - 1964     MONUMENTED       CGS
 BJ0989  HISTORY     - 1976     GOOD             NGS
 BJ0989
 BJ0989                          STATION DESCRIPTION
 BJ0989
 BJ0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0989'IN BATON ROUGE.
 BJ0989'AT BATON ROUGE, ALONG HIGHLAND ROAD, ABOUT 0.85 MILE SOUTH ALONG RIVER
 BJ0989'ROAD FROM THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, THENCE
 BJ0989'0.4 MILE EAST ALONG OKLAHOMA STREET, THENCE 0.15 MILE SOUTH ALONG
 BJ0989'HIGHLAND ROAD, AT THE WBRZ CHANNEL 2 TV TOWER, SET ON THE TOP OF THE
 BJ0989'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF TOWER, 12 FEET WEST OF
 BJ0989'WEST SIDE OF BUILDING.  14 FEET SOUTH OF THE SOUTH SIDE OF BUILDING
 BJ0989'AND ABOUT LEVEL WITH THE GROUND.  NOTE-- THE TOWER IS 1002 FEET HIGH.
 BJ0989
 BJ0989                          STATION RECOVERY (1976)
 BJ0989
 BJ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0989'0.3 MILE SOUTH ALONG RIVER ROAD FROM THE OVERPASS OF INTERSTATE
 BJ0989'HIGHWAY 10, THENCE 0.4 MILE EAST ALONG OKLAHOMA STREET, THENCE 0.1
 BJ0989'MILE SOUTH ALONG HIGHLAND ROAD, AT THE WBRZ CHANNEL 2 TV TOWER, SET IN
 BJ0989'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF TOWER, 14
 BJ0989'FT WEST OF THE WEST SIDE OF BUILDING, 13.5 FT SOUTH OF THE SOUTH SIDE
 BJ0989'OF BUILDING, NOTE TOWER IS 1000 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2326 ***********************************************************************
 BJ2326  DESIGNATION -  C 202
 BJ2326  PID         -  BJ2326
 BJ2326  STATE/COUNTY-  LA/ST MARTIN
 BJ2326  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2326
 BJ2326                         *CURRENT SURVEY CONTROL
 BJ2326  ___________________________________________________________________
 BJ2326* NAD 83(1986)-  30 27 08.     (N)    091 42 47.     (W)     SCALED    
 BJ2326* NAVD 88     -         6.79   (+/-2cm)      22.3    (feet)  VERTCON   
 BJ2326  ___________________________________________________________________
 BJ2326  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2326
 BJ2326  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2326
 BJ2326.The horizontal coordinates were scaled from a topographic map and have
 BJ2326.an estimated accuracy of +/- 6 seconds.
 BJ2326
 BJ2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2326.The vertical order pertains to the NGVD 29 superseded value.
 BJ2326
 BJ2326.The geoid height was determined by GEOID03.
 BJ2326
 BJ2326;                    North         East    Units  Estimated Accuracy
 BJ2326;SPC LA S     -   216,460.      963,530.      MT  (+/- 180 meters Scaled)
 BJ2326
 BJ2326                          SUPERSEDED SURVEY CONTROL
 BJ2326
 BJ2326  NGVD 29 (??/??/??)    6.805  (m)           22.33   (f) ADJUSTED    1 2
 BJ2326
 BJ2326.Superseded values are not recommended for survey control.
 BJ2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2326.See file dsdata.txt to determine how the superseded data were derived.
 BJ2326
 BJ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP235696(NAD 83)
 BJ2326_MARKER: DB = BENCH MARK DISK
 BJ2326_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2326_SP_SET: 120 FEET
 BJ2326_STAMPING: C 202 1964
 BJ2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2326
 BJ2326  HISTORY     - Date     Condition        Report By
 BJ2326  HISTORY     - 1964     MONUMENTED       CGS
 BJ2326  HISTORY     - 1965     GOOD             CGS
 BJ2326
 BJ2326                          STATION DESCRIPTION
 BJ2326
 BJ2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2326'10.3 MI S FROM KROTZ SPRINGS.
 BJ2326'1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BJ2326'KROTZ SPRINGS, THENCE 9.2 MILES SOUTH ALONG STATE ROAD 975, 60 FEET
 BJ2326'NORTHWEST OF A NARROW SLOUGH, 37 FEET NORTHEAST OF THE CENTER LINE OF
 BJ2326'THE ROAD, 3.0 FEET NORTHWEST OF A CREOSOTED WITNESS POST, ABOUT 3 FEET
 BJ2326'BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 BJ2326'COATED ROD THAT IS DRIVEN TO A DEPTH OF 120 FEET AND IS ENCASED IN A
 BJ2326'5-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0962 ***********************************************************************
 BJ0962  DESIGNATION -  C 204
 BJ0962  PID         -  BJ0962
 BJ0962  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0962  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0962
 BJ0962                         *CURRENT SURVEY CONTROL
 BJ0962  ___________________________________________________________________
 BJ0962* NAD 83(1986)-  30 27 10.     (N)    091 11 27.     (W)     SCALED    
 BJ0962* NAVD 88     -        13.219  (meters)      43.37   (feet)  ADJUSTED  
 BJ0962  ___________________________________________________________________
 BJ0962  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0962  DYNAMIC HT  -          13.202 (meters)      43.31  (feet)  COMP
 BJ0962  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BJ0962
 BJ0962  VERT ORDER  -  FIRST     CLASS I
 BJ0962
 BJ0962.The horizontal coordinates were scaled from a topographic map and have
 BJ0962.an estimated accuracy of +/- 6 seconds.
 BJ0962
 BJ0962.The orthometric height was determined by differential leveling
 BJ0962.and adjusted by the National Geodetic Survey in February 1994..
 BJ0962
 BJ0962.The geoid height was determined by GEOID03.
 BJ0962
 BJ0962.The dynamic height is computed by dividing the NAVD 88
 BJ0962.geopotential number by the normal gravity value computed on the
 BJ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0962.degrees latitude (g = 980.6199 gals.).
 BJ0962
 BJ0962.The modeled gravity was interpolated from observed gravity values.
 BJ0962
 BJ0962;                    North         East    Units  Estimated Accuracy
 BJ0962;SPC LA S     -   216,470.    1,013,690.      MT  (+/- 180 meters Scaled)
 BJ0962
 BJ0962                          SUPERSEDED SURVEY CONTROL
 BJ0962
 BJ0962  NGVD 29 (??/??/??)   13.274  (m)           43.55   (f) ADJUSTED    1 1
 BJ0962
 BJ0962.Superseded values are not recommended for survey control.
 BJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0962.See file dsdata.txt to determine how the superseded data were derived.
 BJ0962
 BJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP737703(NAD 83)
 BJ0962_MARKER: DB = BENCH MARK DISK
 BJ0962_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ0962+WITH SETTING: PAVEMENT
 BJ0962_SP_SET: CONCRETE BASE FOR STEEL TOWER
 BJ0962_STAMPING: C 204 1964
 BJ0962_MARK LOGO: CGS   
 BJ0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0962+STABILITY: SURFACE MOTION
 BJ0962
 BJ0962  HISTORY     - Date     Condition        Report By
 BJ0962  HISTORY     - 1964     MONUMENTED       CGS
 BJ0962  HISTORY     - 1976     GOOD             NGS
 BJ0962  HISTORY     - 1986     GOOD             NGS
 BJ0962  HISTORY     - 1986     GOOD             NGS
 BJ0962  HISTORY     - 1987     GOOD             LA-033
 BJ0962  HISTORY     - 19940829 GOOD             USPSQD
 BJ0962
 BJ0962                          STATION DESCRIPTION
 BJ0962
 BJ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0962'0.5 MI N FROM BATON ROUGE.
 BJ0962'ABOUT 0.5 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0962'STATION AT BATON ROUGE, SET IN THE TOP AND MIDWAY ALONG THE SOUTH SIDE
 BJ0962'OF THE CONCRETE BASE FOR THE FIRST POWER LINE PYLON NORTH OF FERRY
 BJ0962'LANDING ROAD, 199 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET
 BJ0962'WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, 23 FEET EAST OF THE
 BJ0962'CENTER LINE OF A GRAVELED ROAD WHICH PARALLELS THE TRACK ON THE WEST
 BJ0962'SIDE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND PROJECTING 12
 BJ0962'INCHES ABOVE THE GROUND.
 BJ0962
 BJ0962                          STATION RECOVERY (1976)
 BJ0962
 BJ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0962'0.2 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE WEST END
 BJ0962'OF FLORIDA BOULEVARD, SET IN TOP AND MIDWAY ALONG THE SOUTH SIDE OF
 BJ0962'THE CONCRETE BASE FOR THE FIRST POWER LINE PYLON NUMBER 2, 124 FT
 BJ0962'NORTH OF A FERRY LANDING ROAD, 199 FT. NORTH OF THE CENTER LINE OF
 BJ0962'THE ROAD, 4 FT. WEST OF WEST RAIL, 23 FT. EAST OF THE CENTER LINE OF
 BJ0962'A GRAVEL ROAD WHICH PARALLELS THE TRACKS.
 BJ0962
 BJ0962                          STATION RECOVERY (1986)
 BJ0962
 BJ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0962'RECOVERED IN GOOD CONDITION.
 BJ0962
 BJ0962                          STATION RECOVERY (1986)
 BJ0962
 BJ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0962'RECOVERED IN GOOD CONDITION.
 BJ0962
 BJ0962                          STATION RECOVERY (1987)
 BJ0962
 BJ0962'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0962'RECOVERED IN GOOD CONDITION.
 BJ0962
 BJ0962                          STATION RECOVERY (1994)
 BJ0962
 BJ0962'RECOVERY NOTE BY US POWER SQUADRON 1994
 BJ0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0751 ***********************************************************************
 BJ0751  DESIGNATION -  C 205
 BJ0751  PID         -  BJ0751
 BJ0751  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0751  USGS QUAD   -  FORDOCHE (1969)
 BJ0751
 BJ0751                         *CURRENT SURVEY CONTROL
 BJ0751  ___________________________________________________________________
 BJ0751* NAD 83(1986)-  30 33 18.     (N)    091 34 30.     (W)     SCALED    
 BJ0751* NAVD 88     -         7.814  (meters)      25.64   (feet)  READJUSTED
 BJ0751  ___________________________________________________________________
 BJ0751  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ0751  DYNAMIC HT  -           7.800 (meters)      25.59  (feet)  COMP
 BJ0751  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ0751
 BJ0751  VERT ORDER  -  ?
 BJ0751
 BJ0751.The horizontal coordinates were scaled from a topographic map and have
 BJ0751.an estimated accuracy of +/- 6 seconds.
 BJ0751
 BJ0751.The orthometric height was determined by differential leveling
 BJ0751.and adjusted by the National Geodetic Survey in June 1991..
 BJ0751.The height was derived from older observations constrained to new
 BJ0751.heights in a crustal motion area.  The height is approximate in
 BJ0751.relation to other heights in its vicinity.
 BJ0751
 BJ0751.The geoid height was determined by GEOID03.
 BJ0751
 BJ0751.The dynamic height is computed by dividing the NAVD 88
 BJ0751.geopotential number by the normal gravity value computed on the
 BJ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0751.degrees latitude (g = 980.6199 gals.).
 BJ0751
 BJ0751.The modeled gravity was interpolated from observed gravity values.
 BJ0751
 BJ0751;                    North         East    Units  Estimated Accuracy
 BJ0751;SPC LA S     -   227,810.      976,810.      MT  (+/- 180 meters Scaled)
 BJ0751
 BJ0751                          SUPERSEDED SURVEY CONTROL
 BJ0751
 BJ0751  NGVD 29 (??/??/??)    7.777  (m)           25.52   (f) ADJUSTED    1 1
 BJ0751
 BJ0751.Superseded values are not recommended for survey control.
 BJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0751.See file dsdata.txt to determine how the superseded data were derived.
 BJ0751
 BJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP366811(NAD 83)
 BJ0751_MARKER: DB = BENCH MARK DISK
 BJ0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0751_SP_SET: CULVERT
 BJ0751_STAMPING: C 205 1964
 BJ0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0751
 BJ0751  HISTORY     - Date     Condition        Report By
 BJ0751  HISTORY     - 1964     MONUMENTED       CGS
 BJ0751  HISTORY     - 1976     GOOD             NGS
 BJ0751  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0751
 BJ0751                          STATION DESCRIPTION
 BJ0751
 BJ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0751'1.0 MI W FROM LIVONIA.
 BJ0751'ABOUT 1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE EAST
 BJ0751'END OF THE RAILROAD TRESTLE OVER BAYOU GROSSE TETE AT LIVONIA, ABOUT
 BJ0751'0.1 MILE EAST OF THE EAST END OF THE OVERPASS OVER THE TEXAS AND
 BJ0751'PACIFIC RAILROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 BJ0751'HEAD WALL OF A CULVERT UNDER U.S. HIGHWAY 190, 27 FEET SOUTH OF THE
 BJ0751'CENTER LINE OF THE SOUTH TRAFFIC LANE OF U.S. HIGHWAY 190, AND ABOUT 1
 BJ0751'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BJ0751
 BJ0751                          STATION RECOVERY (1976)
 BJ0751
 BJ0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0751'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0751'HIGHWAY 77, 0.15 MILE EAST OF THE EAST END OF A HIGHWAY BRIDGE
 BJ0751'OVER THE TEXAS AND PACIFIC RAILROAD, 27 FT. SOUTH OF THE CENTER LINE
 BJ0751'OF THE SOUTH HIGHWAY LANES, IN THE TOP OF THE WEST END OF THE SOUTH
 BJ0751'CONCRETE HEAD WALL OF A LARGE CULVERT, 1.2 FT. EAST OF THE WEST END
 BJ0751'OF THE HEAD WALL.
 BJ0751
 BJ0751                          STATION RECOVERY (1986)
 BJ0751
 BJ0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0751'NOT RECOVERED, ASSUMED DESTROYED AS A NEW BRIDGE HAS BEEN BUILT IN
 BJ0751'1983 AND THE CULVERT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0065 ***********************************************************************
 BJ0065  DESIGNATION -  C 207
 BJ0065  PID         -  BJ0065
 BJ0065  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0065  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ0065
 BJ0065                         *CURRENT SURVEY CONTROL
 BJ0065  ___________________________________________________________________
 BJ0065* NAD 83(1986)-  30 45 01.     (N)    091 23 55.     (W)     SCALED    
 BJ0065* NAVD 88     -        13.353  (meters)      43.81   (feet)  ADJUSTED  
 BJ0065  ___________________________________________________________________
 BJ0065  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0065  DYNAMIC HT  -          13.335 (meters)      43.75  (feet)  COMP
 BJ0065  MODELED GRAV-     979,361.4   (mgal)                       NAVD 88
 BJ0065
 BJ0065  VERT ORDER  -  FIRST     CLASS I
 BJ0065
 BJ0065.The horizontal coordinates were scaled from a topographic map and have
 BJ0065.an estimated accuracy of +/- 6 seconds.
 BJ0065
 BJ0065.The orthometric height was determined by differential leveling
 BJ0065.and adjusted by the National Geodetic Survey in February 1994..
 BJ0065
 BJ0065.The geoid height was determined by GEOID03.
 BJ0065
 BJ0065.The dynamic height is computed by dividing the NAVD 88
 BJ0065.geopotential number by the normal gravity value computed on the
 BJ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0065.degrees latitude (g = 980.6199 gals.).
 BJ0065
 BJ0065.The modeled gravity was interpolated from observed gravity values.
 BJ0065
 BJ0065;                    North         East    Units  Estimated Accuracy
 BJ0065;SPC LA S     -   249,440.      993,750.      MT  (+/- 180 meters Scaled)
 BJ0065
 BJ0065                          SUPERSEDED SURVEY CONTROL
 BJ0065
 BJ0065  NAVD 88 (06/15/91)   13.382  (m)           43.90   (f) UNKNOWN     1 1
 BJ0065  NGVD 29 (??/??/??)   13.338  (m)           43.76   (f) ADJUSTED    1 1
 BJ0065
 BJ0065.Superseded values are not recommended for survey control.
 BJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0065.See file dsdata.txt to determine how the superseded data were derived.
 BJ0065
 BJ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ532030(NAD 83)
 BJ0065_MARKER: DB = BENCH MARK DISK
 BJ0065_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0065_SP_SET: 104 FT.
 BJ0065_STAMPING: C 207 1964
 BJ0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0065
 BJ0065  HISTORY     - Date     Condition        Report By
 BJ0065  HISTORY     - 1964     MONUMENTED       CGS
 BJ0065  HISTORY     - 1976     GOOD             NGS
 BJ0065
 BJ0065                          STATION DESCRIPTION
 BJ0065
 BJ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0065'4.9 MI NE FROM NEW ROADS.
 BJ0065'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0065'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ0065'STATE HIGHWAY 10, 105 YARDS EAST OF THE INTERSECTION OF THE ROAD AND
 BJ0065'STATE ROAD 981, 38 FEET NORTH OF THE CENTER LINE OF STATE ROAD 981,
 BJ0065'111 FEET SOUTH OF THE CENTER LINE OF THE LEVEE, 102 FEET NORTHEAST OF
 BJ0065'A POWER POLE BEARING 2 TRANSFORMERS, 33 FEET NORTH OF THE NORTHEAST
 BJ0065'CORNER OF A CATTLE GUARD, 1 FOOT EAST OF AN INTERSECTION OF FENCES,
 BJ0065'1.3 FEET NORTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, A
 BJ0065'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BJ0065'DEPTH OF 104 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 BJ0065'PROJECTS 6 INCHES.
 BJ0065
 BJ0065                          STATION RECOVERY (1976)
 BJ0065
 BJ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0065'2.4 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE HIGH-
 BJ0065'WAYS 10 AND 420, THENCE ABOUT 250 FT EAST ALONG STATE HIGHWAY 981, 37
 BJ0065'FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FT EAST OF A FENCE,
 BJ0065'102.5 FT NORTHEAST FROM A POWER LINE POLE WITH 2 GUY WIRES, 30 FT
 BJ0065'NORTH OF THE NORTHEAST CORNER OF A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0006 ***********************************************************************
 BJ0006  DESIGNATION -  C 208
 BJ0006  PID         -  BJ0006
 BJ0006  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0006  USGS QUAD   -  INNIS (1994)
 BJ0006
 BJ0006                         *CURRENT SURVEY CONTROL
 BJ0006  ___________________________________________________________________
 BJ0006* NAD 83(1986)-  30 57 41.     (N)    091 40 16.     (W)     SCALED    
 BJ0006* NAVD 88     -        14.454  (meters)      47.42   (feet)  ADJUSTED  
 BJ0006  ___________________________________________________________________
 BJ0006  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0006  DYNAMIC HT  -          14.436 (meters)      47.36  (feet)  COMP
 BJ0006  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 BJ0006
 BJ0006  VERT ORDER  -  FIRST     CLASS I
 BJ0006
 BJ0006.The horizontal coordinates were scaled from a topographic map and have
 BJ0006.an estimated accuracy of +/- 6 seconds.
 BJ0006
 BJ0006.The orthometric height was determined by differential leveling
 BJ0006.and adjusted by the National Geodetic Survey in February 1994..
 BJ0006
 BJ0006.The geoid height was determined by GEOID03.
 BJ0006
 BJ0006.The dynamic height is computed by dividing the NAVD 88
 BJ0006.geopotential number by the normal gravity value computed on the
 BJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0006.degrees latitude (g = 980.6199 gals.).
 BJ0006
 BJ0006.The modeled gravity was interpolated from observed gravity values.
 BJ0006
 BJ0006;                    North         East    Units  Estimated Accuracy
 BJ0006;SPC LA S     -   272,890.      967,730.      MT  (+/- 180 meters Scaled)
 BJ0006
 BJ0006                          SUPERSEDED SURVEY CONTROL
 BJ0006
 BJ0006  NAVD 88 (06/15/91)   14.481  (m)           47.51   (f) UNKNOWN     1 1
 BJ0006  NGVD 29 (??/??/??)   14.437  (m)           47.37   (f) ADJUSTED    1 1
 BJ0006
 BJ0006.Superseded values are not recommended for survey control.
 BJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0006.See file dsdata.txt to determine how the superseded data were derived.
 BJ0006
 BJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ269260(NAD 83)
 BJ0006_MARKER: DB = BENCH MARK DISK
 BJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0006_STAMPING: C 208 1964
 BJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0006+STABILITY: SURFACE MOTION
 BJ0006
 BJ0006  HISTORY     - Date     Condition        Report By
 BJ0006  HISTORY     - 1964     MONUMENTED       CGS
 BJ0006  HISTORY     - 1976     GOOD             NGS
 BJ0006  HISTORY     - 1980     GOOD             LADTD
 BJ0006
 BJ0006                          STATION DESCRIPTION
 BJ0006
 BJ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0006'2.2 MI S FROM TORRAS.
 BJ0006'ABOUT 2.2 MILES SOUTH ALONG STATE ROAD 418 FROM THE MT. CARMEL CHURCH
 BJ0006'AT TORRAS, 40 FEET EAST OF THE CENTER LINE OF THE ROAD, 110 FEET WEST
 BJ0006'OF THE CENTER LINE OF A LEVEE, 29 FEET NORTHEAST OF THE EAST END OF A
 BJ0006'16-INCH CULVERT, 1 1/2 FEET EAST OF A FENCE, 2.0 FEET EAST OF A WOODEN
 BJ0006'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 BJ0006'CONCRETE POST PROJECTING 6 INCHES.
 BJ0006
 BJ0006                          STATION RECOVERY (1976)
 BJ0006
 BJ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0006'2.5 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF STATE
 BJ0006'HIGHWAY 25 AT TORRAS, 39 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 29
 BJ0006'FT EAST OF THE EAST END OF A 12 INCH CONCRETE PIPE CULVERT.
 BJ0006
 BJ0006                          STATION RECOVERY (1980)
 BJ0006
 BJ0006'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0827 ***********************************************************************
 BJ0827  DESIGNATION -  C 209
 BJ0827  PID         -  BJ0827
 BJ0827  STATE/COUNTY-  LA/IBERVILLE
 BJ0827  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0827
 BJ0827                         *CURRENT SURVEY CONTROL
 BJ0827  ___________________________________________________________________
 BJ0827* NAD 83(1986)-  30 08 55.     (N)    091 19 31.     (W)     SCALED    
 BJ0827* NAVD 88     -         2.615  (meters)       8.58   (feet)  ADJUSTED  
 BJ0827  ___________________________________________________________________
 BJ0827  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ0827  DYNAMIC HT  -           2.612 (meters)       8.57  (feet)  COMP
 BJ0827  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BJ0827
 BJ0827  VERT ORDER  -  FIRST     CLASS I
 BJ0827
 BJ0827.The horizontal coordinates were scaled from a topographic map and have
 BJ0827.an estimated accuracy of +/- 6 seconds.
 BJ0827
 BJ0827.The orthometric height was determined by differential leveling
 BJ0827.and adjusted by the National Geodetic Survey in February 1994..
 BJ0827
 BJ0827.The geoid height was determined by GEOID03.
 BJ0827
 BJ0827.The dynamic height is computed by dividing the NAVD 88
 BJ0827.geopotential number by the normal gravity value computed on the
 BJ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0827.degrees latitude (g = 980.6199 gals.).
 BJ0827
 BJ0827.The modeled gravity was interpolated from observed gravity values.
 BJ0827
 BJ0827;                    North         East    Units  Estimated Accuracy
 BJ0827;SPC LA S     -   182,740.    1,000,780.      MT  (+/- 180 meters Scaled)
 BJ0827
 BJ0827                          SUPERSEDED SURVEY CONTROL
 BJ0827
 BJ0827  NGVD 29 (??/??/??)    2.649  (m)            8.69   (f) ADJUSTED    1 1
 BJ0827
 BJ0827.Superseded values are not recommended for survey control.
 BJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0827.See file dsdata.txt to determine how the superseded data were derived.
 BJ0827
 BJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP612364(NAD 83)
 BJ0827_MARKER: DB = BENCH MARK DISK
 BJ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0827_STAMPING: C 209 1964
 BJ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0827+STABILITY: SURFACE MOTION
 BJ0827
 BJ0827  HISTORY     - Date     Condition        Report By
 BJ0827  HISTORY     - 1964     MONUMENTED       CGS
 BJ0827  HISTORY     - 1965     GOOD             CGS
 BJ0827  HISTORY     - 1976     GOOD             NGS
 BJ0827
 BJ0827                          STATION DESCRIPTION
 BJ0827
 BJ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0827'1.1 MI S FROM BAYOU SORREL.
 BJ0827'ABOUT 1.1 MILES SOUTH ALONG STATE ROAD 75 FROM THE FERRY LANDING AT
 BJ0827'BAYOU SORREL, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4.0
 BJ0827'FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A CREOSOTED
 BJ0827'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 BJ0827'CONCRETE POST PROJECTING 6 INCHES.
 BJ0827
 BJ0827                          STATION RECOVERY (1976)
 BJ0827
 BJ0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0827'0.6 MILE SOUTH ALONG STATE HIGHWAY 75 FROM THE GRAND RIVER BRIDGE, AT
 BJ0827'THE JUNCTION OF A DRIVE LEADING WEST, 107 FT NORTH OF THE CENTER
 BJ0827'LINE OF THE DRIVE, 67 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 131
 BJ0827'FT NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST TO A DUMP,
 BJ0827'170 FT SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 BJ0827'NUMBER 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1575 ***********************************************************************
 BJ1575  DESIGNATION -  C 21
 BJ1575  PID         -  BJ1575
 BJ1575  STATE/COUNTY-  LA/ST TAMMANY
 BJ1575  USGS QUAD   -  MANDEVILLE (1979)
 BJ1575
 BJ1575                         *CURRENT SURVEY CONTROL
 BJ1575  ___________________________________________________________________
 BJ1575* NAD 83(1986)-  30 21 39.     (N)    090 03 50.     (W)     SCALED    
 BJ1575* NAVD 88     -         2.970  (meters)       9.74   (feet)  ADJUSTED  
 BJ1575  ___________________________________________________________________
 BJ1575  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BJ1575  DYNAMIC HT  -           2.966 (meters)       9.73  (feet)  COMP
 BJ1575  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BJ1575
 BJ1575  VERT ORDER  -  FIRST     CLASS II
 BJ1575
 BJ1575.The horizontal coordinates were scaled from a topographic map and have
 BJ1575.an estimated accuracy of +/- 6 seconds.
 BJ1575
 BJ1575.The orthometric height was determined by differential leveling
 BJ1575.and adjusted by the National Geodetic Survey in February 1994..
 BJ1575
 BJ1575.The geoid height was determined by GEOID03.
 BJ1575
 BJ1575.The dynamic height is computed by dividing the NAVD 88
 BJ1575.geopotential number by the normal gravity value computed on the
 BJ1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1575.degrees latitude (g = 980.6199 gals.).
 BJ1575
 BJ1575.The modeled gravity was interpolated from observed gravity values.
 BJ1575
 BJ1575;                    North         East    Units  Estimated Accuracy
 BJ1575;SPC LA S     -   206,940.    1,122,030.      MT  (+/- 180 meters Scaled)
 BJ1575
 BJ1575                          SUPERSEDED SURVEY CONTROL
 BJ1575
 BJ1575  NGVD 29 (??/??/??)    2.959  (m)            9.71   (f) ADJUSTED    1 2
 BJ1575
 BJ1575.Superseded values are not recommended for survey control.
 BJ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1575.See file dsdata.txt to determine how the superseded data were derived.
 BJ1575
 BJ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP822624(NAD 83)
 BJ1575_MARKER: DB = BENCH MARK DISK
 BJ1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1575_SP_SET: CONCRETE POST
 BJ1575_STAMPING: C 21 1934 11
 BJ1575_MARK LOGO: CGS   
 BJ1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1575+STABILITY: SURFACE MOTION
 BJ1575
 BJ1575  HISTORY     - Date     Condition        Report By
 BJ1575  HISTORY     - 1934     MONUMENTED       CGS
 BJ1575  HISTORY     - 1955     GOOD             CGS
 BJ1575  HISTORY     - 1977     GOOD             LADTD
 BJ1575  HISTORY     - 1983     GOOD             LADTD
 BJ1575  HISTORY     - 1986     GOOD             NGS
 BJ1575
 BJ1575                          STATION DESCRIPTION
 BJ1575
 BJ1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1575'IN MANDEVILLE.
 BJ1575'LOCATED AT MANDEVILLE ALONG THE GULF, MOBILE AND OHIO RAILROAD, AT THE
 BJ1575'OLD RAILROAD STATION, 1 BLOCK SOUTH  OF THE INTERSECTION OF STATE
 BJ1575'HIGHWAY 114 AND U.S. HIGHWAY 190, 210 FEET EAST OF THE EAST END OF THE
 BJ1575'RAILROAD STATION, 4 FEET NORTH OF AN EAST-WEST ROW OF TELEGRAPH POLES,
 BJ1575'IN LINE WITH A ROW OF POWER POLES, 41 FEET NORTH OF THE PROJECTED
 BJ1575'TANGENT OF THE EAST END OF THE OLD CONCRETE PLATFORM, 34 FEET NORTH OF
 BJ1575'THE NORTH RAIL OF THE MAIN TRACK, 28 FEET WEST OF THE CENTERLINE OF A
 BJ1575'NORTH-SOUTH PAVED STREET, 16 FEET NORTH OF THE NORTH RAIL OF A SIDE
 BJ1575'TRACK AND 4 FEET SOUTH OF A POLE.  IT IS A STANDARD DISK SET IN THE
 BJ1575'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BJ1575
 BJ1575                          STATION RECOVERY (1977)
 BJ1575
 BJ1575'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1575'AT MANDEVILLE ALONG THE GULF, MOBILE, AND OHIO RAILROAD AT THE OLD
 BJ1575'RAILROAD STATION, 1 BLOCK SOUTH OF THE INTERSECTION OF LA. 59, LA.
 BJ1575'1087, AND U.S. 190, OPPOSITE THE MANDEVILLE FIRE STATION, 28 FEET WEST
 BJ1575'OF CENTERLINE OF GERARD STREET, 34 FEET NORTH OF THE NORTH RAIL OF THE
 BJ1575'MAIN TRACK, 16 FEET NORTH OF THE NORTH RAIL OF SIDE TRACK, IN LINE
 BJ1575'WITH A ROW OF UTILITY POLES
 BJ1575
 BJ1575                          STATION RECOVERY (1983)
 BJ1575
 BJ1575'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ1575'RECOVERED IN GOOD CONDITION.
 BJ1575
 BJ1575                          STATION RECOVERY (1986)
 BJ1575
 BJ1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1575'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BJ1575'THE MARK IS 1.0 METERS (3.5 FT) SOUTH OF POWER POLE NUMBER 58A AND IS
 BJ1575'0.30 METERS (1.0 FT) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0115 ***********************************************************************
 AU0115  DESIGNATION -  C 210
 AU0115  PID         -  AU0115
 AU0115  STATE/COUNTY-  LA/ST MARTIN
 AU0115  USGS QUAD   -  CENTERVILLE NE (1980)
 AU0115
 AU0115                         *CURRENT SURVEY CONTROL
 AU0115  ___________________________________________________________________
 AU0115* NAD 83(1986)-  29 57 17.     (N)    091 15 31.     (W)     SCALED    
 AU0115* NAVD 88     -         1.06   (+/-2cm)       3.5    (feet)  VERTCON   
 AU0115  ___________________________________________________________________
 AU0115  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AU0115
 AU0115  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0115
 AU0115.The horizontal coordinates were scaled from a topographic map and have
 AU0115.an estimated accuracy of +/- 6 seconds.
 AU0115
 AU0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0115.The vertical order pertains to the NGVD 29 superseded value.
 AU0115
 AU0115.The geoid height was determined by GEOID03.
 AU0115
 AU0115;                    North         East    Units  Estimated Accuracy
 AU0115;SPC LA S     -   161,250.    1,007,210.      MT  (+/- 180 meters Scaled)
 AU0115
 AU0115                          SUPERSEDED SURVEY CONTROL
 AU0115
 AU0115  NGVD 29 (??/??/??)    1.113  (m)            3.65   (f) ADJUSTED    1 2
 AU0115
 AU0115.Superseded values are not recommended for survey control.
 AU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0115.See file dsdata.txt to determine how the superseded data were derived.
 AU0115
 AU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP680150(NAD 83)
 AU0115_MARKER: DB = BENCH MARK DISK
 AU0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0115_STAMPING: C 210 1964
 AU0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0115+STABILITY: SURFACE MOTION
 AU0115
 AU0115  HISTORY     - Date     Condition        Report By
 AU0115  HISTORY     - 1964     MONUMENTED       CGS
 AU0115  HISTORY     - 1965     GOOD             CGS
 AU0115  HISTORY     - 1969     MARK NOT FOUND   USGS
 AU0115  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU0115  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AU0115
 AU0115                          STATION DESCRIPTION
 AU0115
 AU0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0115'4.3 MI NW FROM BELLE RIVER.
 AU0115'ABOUT 4.3 MILES NORTHWEST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 AU0115'SOUTH END OF THE DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, 350 FEET
 AU0115'NORTHEAST OF THE CENTER LINE OF THE LEVEE, 75 FEET NORTHEAST OF THE
 AU0115'CENTER LINE OF THE ROAD, 32 FEET SOUTHWEST OF A 24-INCH CYPRESS TREE
 AU0115'BEARING A TRIANGULAR BLAZE, 19 FEET NORTHWEST OF A 24-INCH CYPRESS
 AU0115'TREE BEARING A TRIANGULAR BLAZE, 7.5 FEET SOUTHEAST OF A 10-INCH TREE
 AU0115'WITH A WITNESS SHIELD NAILED TO THE SIDE, ABOUT 4 FEET BELOW THE LEVEL
 AU0115'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 AU0115'INCHES.
 AU0115
 AU0115                          STATION RECOVERY (1969)
 AU0115
 AU0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AU0115'MARK NOT FOUND.
 AU0115
 AU0115                          STATION RECOVERY (1976)
 AU0115
 AU0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0115'MARK NOT FOUND.
 AU0115
 AU0115                          STATION RECOVERY (2001)
 AU0115
 AU0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AU0115'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0399 ***********************************************************************
 AV0399  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0399  DESIGNATION -  C 213
 AV0399  PID         -  AV0399
 AV0399  STATE/COUNTY-  LA/CAMERON
 AV0399  USGS QUAD   -  CREOLE (1982)
 AV0399
 AV0399                         *CURRENT SURVEY CONTROL
 AV0399  ___________________________________________________________________
 AV0399* NAD 83(1992)-  29 48 56.68195(N)    093 07 22.45481(W)     ADJUSTED  
 AV0399* NAVD 88     -         0.72 **(meters)       2.4  **(feet)  GPS OBS(2004.65)
 AV0399  **This station is located in a subsidence area (see below).
 AV0399  ___________________________________________________________________
 AV0399  EPOCH DATE  -        2004.65
 AV0399  X           -    -301,721.807 (meters)                     COMP
 AV0399  Y           -  -5,530,193.387 (meters)                     COMP
 AV0399  Z           -   3,152,656.023 (meters)                     COMP
 AV0399  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0399  ELLIP HEIGHT-         -25.94  (meters)          (06/22/05) GPS OBS
 AV0399  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AV0399  DYNAMIC HT  -           0.72  (meters)       2.4   (feet)  COMP
 AV0399  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AV0399
 AV0399  HORZ ORDER  -  B
 AV0399  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0399  ELLP ORDER  -  FOURTH    CLASS I
 AV0399
 AV0399.The horizontal coordinates were established by GPS observations
 AV0399.and adjusted by the National Geodetic Survey in June 2005..
 AV0399.The horizontal coordinates are valid at the epoch date displayed above.
 AV0399.The epoch date for horizontal control is a decimal equivalence
 AV0399.of Year/Month/Day.
 AV0399
 AV0399 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0399 ** and geoid heights are valid at the date of observation. These heights
 AV0399 ** must always be validated when used as control.
 AV0399 ** The orthometric height was determined by GPS observations using
 AV0399 ** precise GPS observation and processing techniques and a new
 AV0399 ** realization of GEOID03. It supersedes the leveled height previously
 AV0399 ** determined for this station.
 AV0399 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0399 ** epoch indicated which incorporates improved geoid heights for the
 AV0399 ** Southern Louisiana Subsidence area.
 AV0399 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0399.The orthometric height was determined by GPS observations and a
 AV0399.high-resolution geoid model using precise GPS observation and
 AV0399.processing techniques. It supersedes the leveled height previously
 AV0399.determined for this station.
 AV0399.WARNING-GPS observations at this control monument resulted in a GPS
 AV0399.derived orthometric height which differed from the leveled height by
 AV0399.more than one decimeter (0.1 meter).
 AV0399.The vertical order pertains to the first NAVD 88 superseded value.
 AV0399
 AV0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0399
 AV0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0399
 AV0399.The ellipsoidal height was determined by GPS observations
 AV0399.and is referenced to NAD 83.
 AV0399
 AV0399.The geoid height was determined by GEOID03.
 AV0399
 AV0399.The dynamic height is computed by dividing the NAVD 88
 AV0399.geopotential number by the normal gravity value computed on the
 AV0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0399.degrees latitude (g = 980.6199 gals.).
 AV0399
 AV0399.The modeled gravity was interpolated from observed gravity values.
 AV0399
 AV0399;                    North         East     Units Scale Factor Converg.
 AV0399;SPC LA S     -   147,193.740   827,031.867   MT  0.99993093   -0 53 41.3
 AV0399;SPC LA S     -   482,918.13  2,713,353.72   sFT  0.99993093   -0 53 41.3
 AV0399;UTM  15      - 3,298,375.023   488,124.341   MT  0.99960174   -0 03 40.0
 AV0399
 AV0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0399!SPC LA S     -   1.00000407  x   0.99993093  =   0.99993500
 AV0399!UTM  15      -   1.00000407  x   0.99960174  =   0.99960581
 AV0399
 AV0399                          SUPERSEDED SURVEY CONTROL
 AV0399
 AV0399  NAVD 88 (02/14/94)    0.957  (m)            3.14   (f) ADJUSTED    1 2
 AV0399  NGVD 29 (??/??/??)    0.948  (m)            3.11   (f) ADJUSTED    1 2
 AV0399
 AV0399.Superseded values are not recommended for survey control.
 AV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0399.See file dsdata.txt to determine how the superseded data were derived.
 AV0399
 AV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8812498375(NAD 83)
 AV0399_MARKER: DB = BENCH MARK DISK
 AV0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0399_SP_SET: CONCRETE POST
 AV0399_STAMPING: C 213 1965
 AV0399_MARK LOGO: CGS   
 AV0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0399+STABILITY: SURFACE MOTION
 AV0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0399+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 AV0399
 AV0399  HISTORY     - Date     Condition        Report By
 AV0399  HISTORY     - 1965     MONUMENTED       CGS
 AV0399  HISTORY     - 1978     GOOD             NGS
 AV0399  HISTORY     - 1978     GOOD             NGS
 AV0399  HISTORY     - 1982     GOOD             NGS
 AV0399  HISTORY     - 19881213 GOOD             LADTD
 AV0399  HISTORY     - 20040228 GOOD             NGS
 AV0399  HISTORY     - 20050319 GOOD             USPSQD
 AV0399
 AV0399                          STATION DESCRIPTION
 AV0399
 AV0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0399'0.7 MI W FROM CREOLE.
 AV0399'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 AV0399'CREOLE, IN S 19, T 14 S, R 7 W, ABOUT 83 YARDS SOUTH ACROSS THE
 AV0399'HIGHWAY FROM A LARGE FARMHOUSE, 43 FEET SOUTH OF THE CENTER LINE OF
 AV0399'THE HIGHWAY, 17 FEET WEST OF THE CENTER OF A BOARD GATE AT THE
 AV0399'ENTRANCE TO A PASTURE, 1 FOOT NORTH OF A FENCE, 1.2 FEET EAST OF A
 AV0399'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 AV0399'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AV0399
 AV0399                          STATION RECOVERY (1978)
 AV0399
 AV0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0399'RECOVERED IN GOOD CONDITION.
 AV0399
 AV0399                          STATION RECOVERY (1978)
 AV0399
 AV0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0399'RECOVERED IN GOOD CONDITION.
 AV0399
 AV0399                          STATION RECOVERY (1982)
 AV0399
 AV0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AV0399'RECOVERED IN GOOD CONDITION.
 AV0399
 AV0399                          STATION RECOVERY (1988)
 AV0399
 AV0399'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AV0399'THE STATION IS LOCATED 1.13 KM (0.70 MI) WEST OF CREOLE.
 AV0399'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AV0399'TO REACH THE STATION FROM THE POST OFFICE IN CREOLE GO WEST FOR 1.13
 AV0399'KM (0.70 MI) ON STATE HIGHWAY 27 TO THE MARK ON THE LEFT ACROSS THE
 AV0399'HIGHWAY FROM A LARGE FARM HOUSE.
 AV0399'THE MARK IS 13.4 M (44.0 FT) SOUTH FROM THE CENTER OF THE HIGHWAY, 21
 AV0399'M (68.9 FT) EAST FROM A POWER POLE NUMBERED 17 WITH A TRANSFORMER
 AV0399'ATTACHED, 5.2 M (17.1 FT) WEST FROM THE CENTER OF A METAL GATE LEADING
 AV0399'INTO A PASTURE, 0.3 M (1.0 FT) NORTH FROM A FENCE AND 0.3 M (1.0 FT)
 AV0399'NORTH FROM A WITNESS POST.  THE MARK IS PROJECTING 15 CM AND IS 1.22 M
 AV0399'(4.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AV0399
 AV0399                          STATION RECOVERY (2004)
 AV0399
 AV0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0399'FROM THE POST OFFICE IN CREOLE GO W ON LA 27 TO THE MARK ON THE LEFT,
 AV0399'43.2 FEET S OF LA 27,  11 FEET W OF THE CENTER OF A GATE INTO A
 AV0399'PASTURE, 17.7 FEET E OF A FETCE CORNER 1 FOOT N OF  A WITNESS POST.
 AV0399
 AV0399                          STATION RECOVERY (2005)
 AV0399
 AV0399'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0781 ***********************************************************************
 BJ0781  DESIGNATION -  C 217
 BJ0781  PID         -  BJ0781
 BJ0781  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0781  USGS QUAD   -  LOBDELL (1992)
 BJ0781
 BJ0781                         *CURRENT SURVEY CONTROL
 BJ0781  ___________________________________________________________________
 BJ0781* NAD 83(1986)-  30 27 02.     (N)    091 19 38.     (W)     SCALED    
 BJ0781* NAVD 88     -         5.717  (meters)      18.76   (feet)  ADJUSTED  
 BJ0781  ___________________________________________________________________
 BJ0781  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0781  DYNAMIC HT  -           5.710 (meters)      18.73  (feet)  COMP
 BJ0781  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 BJ0781
 BJ0781  VERT ORDER  -  FIRST     CLASS I
 BJ0781
 BJ0781.The horizontal coordinates were scaled from a topographic map and have
 BJ0781.an estimated accuracy of +/- 6 seconds.
 BJ0781
 BJ0781.The orthometric height was determined by differential leveling
 BJ0781.and adjusted by the National Geodetic Survey in February 1994..
 BJ0781
 BJ0781.The geoid height was determined by GEOID03.
 BJ0781
 BJ0781.The dynamic height is computed by dividing the NAVD 88
 BJ0781.geopotential number by the normal gravity value computed on the
 BJ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0781.degrees latitude (g = 980.6199 gals.).
 BJ0781
 BJ0781.The modeled gravity was interpolated from observed gravity values.
 BJ0781
 BJ0781;                    North         East    Units  Estimated Accuracy
 BJ0781;SPC LA S     -   216,210.    1,000,590.      MT  (+/- 180 meters Scaled)
 BJ0781
 BJ0781                          SUPERSEDED SURVEY CONTROL
 BJ0781
 BJ0781  NGVD 29 (??/??/??)    5.715  (m)           18.75   (f) ADJUSTED    1 1
 BJ0781
 BJ0781.Superseded values are not recommended for survey control.
 BJ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0781.See file dsdata.txt to determine how the superseded data were derived.
 BJ0781
 BJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP606699(NAD 83)
 BJ0781_MARKER: DB = BENCH MARK DISK
 BJ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0781_STAMPING: C 217 1965
 BJ0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0781+STABILITY: SURFACE MOTION
 BJ0781
 BJ0781  HISTORY     - Date     Condition        Report By
 BJ0781  HISTORY     - 1965     MONUMENTED       CGS
 BJ0781  HISTORY     - 1976     GOOD             NGS
 BJ0781  HISTORY     - 20060607 MARK NOT FOUND   NGS
 BJ0781
 BJ0781                          STATION DESCRIPTION
 BJ0781
 BJ0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0781'7.5 MI NE FROM GROSSE TETE.
 BJ0781'ABOUT 0.6 MILE NORTH-NORTHWEST ALONG SIDNEY ROAD FROM THE CASH
 BJ0781'MERCHANT STORE AT GROSSE TETE, THENCE 6.9 MILES EAST-NORTHEAST ALONG
 BJ0781'AN ABANDONED RAILROAD GRADE, IN SECTION 23, T 7 S, R 11 E, 67 FEET
 BJ0781'NORTH OF THE CENTER LINE OF THE ABANDONED RAILROAD GRADE, 62 FEET
 BJ0781'NORTH OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER A SMALL DITCH,
 BJ0781'38 FEET SOUTH OF A POWER POLE BEARING A TRANSFORMER, 33 FEET EAST OF
 BJ0781'THE CENTER OF A WIRE GATE, 17 FEET NORTH OF AN 18-INCH COTTONWOOD
 BJ0781'TREE, 1 1/2 FEET SOUTH OF A FENCE, 3.8 FEET SOUTHEAST OF A FENCE POST
 BJ0781'BEARING A WITNESS SHIELD, ON THE WEST BANK OF A DITCH, ABOUT 6 FEET
 BJ0781'ABOVE THE ABANDONED RAILROAD GRADE, AND SET IN THE TOP OF A CONCRETE
 BJ0781'POST PROJECTING 6 INCHES.
 BJ0781
 BJ0781                          STATION RECOVERY (1976)
 BJ0781
 BJ0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0781'0.2 MILES NORTH-NORTHWEST ALONG SIDNEY ROAD FROM THE INTERSTATE
 BJ0781'HIGHWAY 10 WEST BOUND LANES AT GROSSE TETE, THENCE 6.9 MILES EAST-
 BJ0781'NORTHEAST ALONG AN OLD ABANDONED RAILROAD GRADE, 67 FEET NORTH OF THE
 BJ0781'CENTER LINE OF THE GRADE, 62 FEET NORTH OF THE NORTHWEST CORNER OF A
 BJ0781'WOODEN BRIDGE OVER A SMALL DITCH, 38 FEET SOUTH OF A POWER POLE
 BJ0781'BEARING A TRANSFORMER, 33 FEET EAST OF THE CENTER OF A WIRE GATE, 1.5
 BJ0781'FEET SOUTH OF A FENCE, ON THE WEST BANK OF A DITCH.  NOTE-  ABOUT 2
 BJ0781'MILES WEST OF BENCH MARK B 217 WHICH IS DESCRIBED FROM PORT ALLEN
 BJ0781
 BJ0781                          STATION RECOVERY (2006)
 BJ0781
 BJ0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0781'NOT RECOVERED. LOCKED GATE. UNABLE TO GET BACK TO LOOK FOR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2516 ***********************************************************************
 BJ2516  DESIGNATION -  C 218
 BJ2516  PID         -  BJ2516
 BJ2516  STATE/COUNTY-  LA/ST MARTIN
 BJ2516  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2516
 BJ2516                         *CURRENT SURVEY CONTROL
 BJ2516  ___________________________________________________________________
 BJ2516* NAD 83(1986)-  30 20 09.     (N)    091 42 35.     (W)     SCALED    
 BJ2516* NAVD 88     -         7.23   (+/-2cm)      23.7    (feet)  VERTCON   
 BJ2516  ___________________________________________________________________
 BJ2516  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2516
 BJ2516  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2516
 BJ2516.The horizontal coordinates were scaled from a topographic map and have
 BJ2516.an estimated accuracy of +/- 6 seconds.
 BJ2516
 BJ2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2516.The vertical order pertains to the NGVD 29 superseded value.
 BJ2516
 BJ2516.The geoid height was determined by GEOID03.
 BJ2516
 BJ2516;                    North         East    Units  Estimated Accuracy
 BJ2516;SPC LA S     -   203,550.      963,810.      MT  (+/- 180 meters Scaled)
 BJ2516
 BJ2516                          SUPERSEDED SURVEY CONTROL
 BJ2516
 BJ2516  NGVD 29 (??/??/??)    7.232  (m)           23.73   (f) ADJUSTED    1 2
 BJ2516
 BJ2516.Superseded values are not recommended for survey control.
 BJ2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2516.See file dsdata.txt to determine how the superseded data were derived.
 BJ2516
 BJ2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP240567(NAD 83)
 BJ2516_MARKER: DB = BENCH MARK DISK
 BJ2516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2516_SP_SET: 104 FEET
 BJ2516_STAMPING: C 218 1965
 BJ2516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2516
 BJ2516  HISTORY     - Date     Condition        Report By
 BJ2516  HISTORY     - 1965     MONUMENTED       CGS
 BJ2516  HISTORY     - 1975     GOOD             NGS
 BJ2516
 BJ2516                          STATION DESCRIPTION
 BJ2516
 BJ2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BJ2516'5.0 MI N FROM BUTTE LA ROSE.
 BJ2516'ABOUT 5.0 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT
 BJ2516'LANDING AT BUTTE LA ROSE, IN SEC. 24, T 8S R7E, 1.1 MILES SOUTH OF THE
 BJ2516'STEEL TOWER TRANSMISSION LINE CROSES THE RIVER, 25 FEET WEST OF THE
 BJ2516'CENTER OF THE ROAD 175 FEET SOUTHEAST OF A POWER POLE LINE TURNS A 90
 BJ2516'DEGREE ANGLE TO THE WEST, 121 FEET EAST OF THE EAST CORNER OF A HOUSE,
 BJ2516'46 FEET SOUTHEAST OF THE SOUTH ONE OF TWO POLES OF THE GATEWAY TO THE
 BJ2516'HOUSE, 57 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE
 BJ2516'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS AN C AND GS DISK
 BJ2516'CRIMPED ON A 5/8 INCH COPPERWELD ROD DRIVEN TO THE DEPTH OF 104 FEET,
 BJ2516'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS ABOUT 1.0
 BJ2516'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1426 ***********************************************************************
 BH1426  DESIGNATION -  C 23
 BH1426  PID         -  BH1426
 BH1426  STATE/COUNTY-  LA/WASHINGTON
 BH1426  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1426
 BH1426                         *CURRENT SURVEY CONTROL
 BH1426  ___________________________________________________________________
 BH1426* NAD 83(1986)-  30 47 22.     (N)    089 51 40.     (W)     SCALED    
 BH1426* NAVD 88     -        31.151  (meters)     102.20   (feet)  ADJUSTED  
 BH1426  ___________________________________________________________________
 BH1426  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH1426  DYNAMIC HT  -          31.110 (meters)     102.07  (feet)  COMP
 BH1426  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BH1426
 BH1426  VERT ORDER  -  SECOND    CLASS 0
 BH1426
 BH1426.The horizontal coordinates were scaled from a topographic map and have
 BH1426.an estimated accuracy of +/- 6 seconds.
 BH1426
 BH1426.The orthometric height was determined by differential leveling
 BH1426.and adjusted by the National Geodetic Survey in February 1994..
 BH1426.WARNING-Repeat measurements at this control monument indicate possible
 BH1426.vertical movement.
 BH1426
 BH1426.The geoid height was determined by GEOID03.
 BH1426
 BH1426.The dynamic height is computed by dividing the NAVD 88
 BH1426.geopotential number by the normal gravity value computed on the
 BH1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1426.degrees latitude (g = 980.6199 gals.).
 BH1426
 BH1426.The modeled gravity was interpolated from observed gravity values.
 BH1426
 BH1426;                    North         East    Units  Estimated Accuracy
 BH1426;SPC LA S     -   254,690.    1,140,910.      MT  (+/- 180 meters Scaled)
 BH1426
 BH1426                          SUPERSEDED SURVEY CONTROL
 BH1426
 BH1426  NGVD 29 (??/??/??)   31.241  (m)          102.50   (f) ADJUSTED    2 0
 BH1426
 BH1426.Superseded values are not recommended for survey control.
 BH1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1426.See file dsdata.txt to determine how the superseded data were derived.
 BH1426
 BH1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV262097(NAD 83)
 BH1426_MARKER: DB = BENCH MARK DISK
 BH1426_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH1426_SP_SET: FOUNDATION
 BH1426_STAMPING: C 23 1934
 BH1426_MARK LOGO: CGS   
 BH1426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1426+STABILITY: SURFACE MOTION
 BH1426
 BH1426  HISTORY     - Date     Condition        Report By
 BH1426  HISTORY     - 1934     MONUMENTED       CGS
 BH1426  HISTORY     - 1955     GOOD             CGS
 BH1426  HISTORY     - 1984     GOOD             LADTD
 BH1426  HISTORY     - 19861231 GOOD             LADTD
 BH1426
 BH1426                          STATION DESCRIPTION
 BH1426
 BH1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1426'IN BOGALUSA.
 BH1426'AT BOGALUSA, WASHINGTON PARISH, ON THE GULF, MOBILE AND OHIO RAILROAD,
 BH1426'WEST OF THE STATION, 125 FEET WEST OF THE MAIN TRACK, 35.5 FEET NORTH
 BH1426'OF THE NORTH END OF THE TURNTABLE, IN THE TOP OF THE CONCRETE
 BH1426'FOUNDATION OF AN ABANDONED WATER COLUMN, 1 FOOT WEST OF THE EAST RAIL
 BH1426'OF THE MIDDLE ONE OF THREE SIDE TRACKS, AND 4 INCHES BELOW THE SURFACE
 BH1426'OF THE GROUND.  A STANDARD DISK, STAMPED 102 C 23 1934.
 BH1426
 BH1426                          STATION RECOVERY (1984)
 BH1426
 BH1426'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BH1426'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.8 KM
 BH1426'(0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA TO THE
 BH1426'JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND ST, THENCE EAST (RIGHT) ON
 BH1426'OKECAHOBEE AVE FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF AUSTIN ST,
 BH1426'THENCE NORTH (LEFT) ON AUSTIN ST FOR 0.5 KM (0.3 MI) TO THE BENCH MARK
 BH1426'ON THE LEFT BEHIND THE OLD ILLINOIS CENTRAL RAILROAD DEPOT SET IN THE
 BH1426'TOP OF THE CONCRETE FOUNDATION OF AN ABANDONED WATER COLUMN,
 BH1426'63.9 METERS (209.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF DEPOT,
 BH1426'52.1 METERS (171 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF DEPOT,
 BH1426'48.3 METERS (158.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CARWASH,
 BH1426'36.9 METERS (121 FT) WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 BH1426'11.9 METERS ( 9 FT) NORTHEAST OF A POWER POLE.
 BH1426'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 BH1426'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
 BH1426
 BH1426                          STATION RECOVERY (1986)
 BH1426
 BH1426'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BH1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0647 ***********************************************************************
 BX0647  DESIGNATION -  C 230
 BX0647  PID         -  BX0647
 BX0647  STATE/COUNTY-  LA/RAPIDES
 BX0647  USGS QUAD   -  ALEXANDRIA (1992)
 BX0647
 BX0647                         *CURRENT SURVEY CONTROL
 BX0647  ___________________________________________________________________
 BX0647* NAD 83(1986)-  31 21 15.     (N)    092 24 49.     (W)     SCALED    
 BX0647* NAVD 88     -        52.58   (+/-2cm)     172.5    (feet)  VERTCON   
 BX0647  ___________________________________________________________________
 BX0647  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX0647
 BX0647  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0647
 BX0647.The horizontal coordinates were scaled from a topographic map and have
 BX0647.an estimated accuracy of +/- 6 seconds.
 BX0647
 BX0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0647.The vertical order pertains to the NGVD 29 superseded value.
 BX0647
 BX0647.The geoid height was determined by GEOID03.
 BX0647
 BX0647;                    North         East    Units  Estimated Accuracy
 BX0647;SPC LA N     -    94,710.    1,008,220.      MT  (+/- 180 meters Scaled)
 BX0647
 BX0647                          SUPERSEDED SURVEY CONTROL
 BX0647
 BX0647  NGVD 29 (??/??/??)   52.562  (m)          172.45   (f) ADJUSTED    1 2
 BX0647
 BX0647.Superseded values are not recommended for survey control.
 BX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0647.See file dsdata.txt to determine how the superseded data were derived.
 BX0647
 BX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ557690(NAD 83)
 BX0647_MARKER: DB = BENCH MARK DISK
 BX0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0647_STAMPING: C 230 1965
 BX0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0647+STABILITY: SURFACE MOTION
 BX0647
 BX0647  HISTORY     - Date     Condition        Report By
 BX0647  HISTORY     - 1965     MONUMENTED       CGS
 BX0647  HISTORY     - 1966     GOOD             CGS
 BX0647  HISTORY     - 1977     GOOD             NGS
 BX0647
 BX0647                          STATION DESCRIPTION
 BX0647
 BX0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0647'2.75 MI N FROM PINEVILLE.
 BX0647'ABOUT 2.75 MILES NORTH ALONG U.S. HIGHWAY 165 (BUSINESS ROUTE) FROM
 BX0647'THE POST OFFICE AT PINEVILLE, IN SECTION 6, T 4 N, R 1 E, 0.8 MILE
 BX0647'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 165 BYPASS, 150.0 FEET SOUTHWEST
 BX0647'OF AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT, 105.0 FEET
 BX0647'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE T.J. GLEASON RESIDENCE
 BX0647'2921, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET EAST OF
 BX0647'A FENCE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BX0647'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 BX0647'INCHES.
 BX0647
 BX0647                          STATION RECOVERY (1977)
 BX0647
 BX0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0141 ***********************************************************************
 AV0141  DESIGNATION -  C 231
 AV0141  PID         -  AV0141
 AV0141  STATE/COUNTY-  LA/VERMILION
 AV0141  USGS QUAD   -  CHENIERE AU TIGRE (1979)
 AV0141
 AV0141                         *CURRENT SURVEY CONTROL
 AV0141  ___________________________________________________________________
 AV0141* NAD 83(1986)-  29 35 03.     (N)    092 08 43.     (W)     SCALED    
 AV0141* NAVD 88     -         1.22   (+/-2cm)       4.0    (feet)  VERTCON   
 AV0141  ___________________________________________________________________
 AV0141  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AV0141
 AV0141  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0141
 AV0141.The horizontal coordinates were scaled from a topographic map and have
 AV0141.an estimated accuracy of +/- 6 seconds.
 AV0141
 AV0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0141.The vertical order pertains to the NGVD 29 superseded value.
 AV0141
 AV0141.The geoid height was determined by GEOID03.
 AV0141
 AV0141;                    North         East    Units  Estimated Accuracy
 AV0141;SPC LA S     -   120,450.      921,340.      MT  (+/- 180 meters Scaled)
 AV0141
 AV0141                          SUPERSEDED SURVEY CONTROL
 AV0141
 AV0141  NGVD 29 (??/??/??)    1.230  (m)            4.04   (f) ADJUSTED    1 2
 AV0141
 AV0141.Superseded values are not recommended for survey control.
 AV0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0141.See file dsdata.txt to determine how the superseded data were derived.
 AV0141
 AV0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN827730(NAD 83)
 AV0141_MARKER: DB = BENCH MARK DISK
 AV0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0141_STAMPING: C 231 1965
 AV0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0141+STABILITY: SURFACE MOTION
 AV0141
 AV0141  HISTORY     - Date     Condition        Report By
 AV0141  HISTORY     - 1965     MONUMENTED       CGS
 AV0141  HISTORY     - 1966     GOOD             CGS
 AV0141
 AV0141                          STATION DESCRIPTION
 AV0141
 AV0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0141'3.9 MI E FROM CHENIERE AU TIGRE.
 AV0141'ABOUT 3.9 MILES EAST ALONG THE SHORELINE FROM THE CEMETERY AT CHENIERE
 AV0141'AU TIGRE, IN SECTION 9, T 17 S, R 3 E, ABOUT 0.2 MILE EAST OF THE END
 AV0141'OF A GROUP OF SMALL TREES, AT THE EDGE OF A MARSH, 80 FEET NORTH OF
 AV0141'THE HIGH-WATER LINE, 40 FEET NORTH OF THE CENTER OF A RIDGE, 2.5 FEET
 AV0141'NORTH OF A WOODEN WITNESS POST, A DISK SET IN THE TOP OF A 5-INCH CAST
 AV0141'IRON PIPE THAT IS FILLED WITH CONCRETE AND WHICH PROJECTS 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0077 ***********************************************************************
 BX0077  DESIGNATION -  C 232
 BX0077  PID         -  BX0077
 BX0077  STATE/COUNTY-  LA/LA SALLE
 BX0077  USGS QUAD   -  TULLOS (1984)
 BX0077
 BX0077                         *CURRENT SURVEY CONTROL
 BX0077  ___________________________________________________________________
 BX0077* NAD 83(1986)-  31 49 14.     (N)    092 19 52.     (W)     SCALED    
 BX0077* NAVD 88     -        33.02   (+/-2cm)     108.3    (feet)  VERTCON   
 BX0077  ___________________________________________________________________
 BX0077  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0077
 BX0077  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0077
 BX0077.The horizontal coordinates were scaled from a topographic map and have
 BX0077.an estimated accuracy of +/- 6 seconds.
 BX0077
 BX0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0077.The vertical order pertains to the NGVD 29 superseded value.
 BX0077
 BX0077.The geoid height was determined by GEOID03.
 BX0077
 BX0077;                    North         East    Units  Estimated Accuracy
 BX0077;SPC LA N     -   146,430.    1,015,990.      MT  (+/- 180 meters Scaled)
 BX0077
 BX0077                          SUPERSEDED SURVEY CONTROL
 BX0077
 BX0077  NGVD 29 (??/??/??)   33.036  (m)          108.39   (f) ADJUSTED    1 2
 BX0077
 BX0077.Superseded values are not recommended for survey control.
 BX0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0077.See file dsdata.txt to determine how the superseded data were derived.
 BX0077
 BX0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR633207(NAD 83)
 BX0077_MARKER: DB = BENCH MARK DISK
 BX0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0077_SP_SET: SEMAPHORE
 BX0077_STAMPING: C 232 1965
 BX0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0077+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BX0077
 BX0077  HISTORY     - Date     Condition        Report By
 BX0077  HISTORY     - 1965     MONUMENTED       CGS
 BX0077  HISTORY     - 20041116 GOOD             USPSQD
 BX0077
 BX0077                          STATION DESCRIPTION
 BX0077
 BX0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0077'IN TULLOS.
 BX0077'AT TULLOS, IN SECTION 26, T 10 N, R 1 E, ABOUT 160 YARDS WEST OF THE
 BX0077'FIRST BAPTIST CHURCH, 53 1/2 FEET NORTHWEST OF AND ACROSS THE TRACK
 BX0077'FROM THE MISSOURI PACIFIC RAILROAD STATION, 78 FEET SOUTHWEST OF THE
 BX0077'CENTER OF THE CROSSING OF A GRAVELED ROAD, 12 1/2 FEET NORTHWEST OF
 BX0077'THE NORTHWEST RAIL OF THE MAIN TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF
 BX0077'THE TRACK, SET IN THE CENTER OF THE TOP OF AN ABANDONED SEMAPHORE
 BX0077'FOUNDATION, AND FLUSH WITH THE GROUND.
 BX0077
 BX0077                          STATION RECOVERY (2004)
 BX0077
 BX0077'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0358 ***********************************************************************
 CQ0358  DESIGNATION -  C 234
 CQ0358  PID         -  CQ0358
 CQ0358  STATE/COUNTY-  LA/CALDWELL
 CQ0358  USGS QUAD   -  COLUMBIA (1989)
 CQ0358
 CQ0358                         *CURRENT SURVEY CONTROL
 CQ0358  ___________________________________________________________________
 CQ0358* NAD 83(1986)-  32 02 11.     (N)    092 07 26.     (W)     SCALED    
 CQ0358* NAVD 88     -        43.11   (+/-2cm)     141.4    (feet)  VERTCON   
 CQ0358  ___________________________________________________________________
 CQ0358  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ0358
 CQ0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0358
 CQ0358.The horizontal coordinates were scaled from a topographic map and have
 CQ0358.an estimated accuracy of +/- 6 seconds.
 CQ0358
 CQ0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0358.The vertical order pertains to the NGVD 29 superseded value.
 CQ0358
 CQ0358.The geoid height was determined by GEOID03.
 CQ0358
 CQ0358;                    North         East    Units  Estimated Accuracy
 CQ0358;SPC LA N     -   170,410.    1,035,520.      MT  (+/- 180 meters Scaled)
 CQ0358
 CQ0358                          SUPERSEDED SURVEY CONTROL
 CQ0358
 CQ0358  NGVD 29 (??/??/??)   43.129  (m)          141.50   (f) ADJUSTED    1 2
 CQ0358
 CQ0358.Superseded values are not recommended for survey control.
 CQ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0358.See file dsdata.txt to determine how the superseded data were derived.
 CQ0358
 CQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR827448(NAD 83)
 CQ0358_MARKER: DB = BENCH MARK DISK
 CQ0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0358_SP_SET: CULVERT
 CQ0358_STAMPING: C 234 1965
 CQ0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0358
 CQ0358  HISTORY     - Date     Condition        Report By
 CQ0358  HISTORY     - 1965     MONUMENTED       CGS
 CQ0358  HISTORY     - 1966     GOOD             CGS
 CQ0358
 CQ0358                          STATION DESCRIPTION
 CQ0358
 CQ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0358'1.0 MI NE FROM CLARKS.
 CQ0358'ABOUT 1.0 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0358'STATION AT CLARKS, OR ABOUT 1.3 MILES SOUTHWEST ALONG THE MISSOURI
 CQ0358'PACIFIC RAILROAD FROM THE STATION AT GRAYSON, IN SECTION 12, T 12 N, R
 CQ0358'3 E, ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 165 AND
 CQ0358'STATE HIGHWAY 845, ABOUT 0.1 MILE SOUTHWEST OF A CURVE, 11 POLES
 CQ0358'SOUTHWEST OF MILEPOST 536, 58 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CQ0358'SET IN THE CENTER OF THE TOP OF A CONCRETE CULVERT, 14 1/2 FEET
 CQ0358'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 845, ABOUT LEVEL WITH
 CQ0358'THE HIGHWAY, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2682 ***********************************************************************
 BJ2682  DESIGNATION -  C 235
 BJ2682  PID         -  BJ2682
 BJ2682  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2682  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2682
 BJ2682                         *CURRENT SURVEY CONTROL
 BJ2682  ___________________________________________________________________
 BJ2682* NAD 83(1986)-  30 45 14.     (N)    091 45 00.     (W)     SCALED    
 BJ2682* NAVD 88     -        10.64   (+/-2cm)      34.9    (feet)  VERTCON   
 BJ2682  ___________________________________________________________________
 BJ2682  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ2682
 BJ2682  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2682
 BJ2682.The horizontal coordinates were scaled from a topographic map and have
 BJ2682.an estimated accuracy of +/- 6 seconds.
 BJ2682
 BJ2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2682.The vertical order pertains to the NGVD 29 superseded value.
 BJ2682
 BJ2682.The geoid height was determined by GEOID03.
 BJ2682
 BJ2682;                    North         East    Units  Estimated Accuracy
 BJ2682;SPC LA S     -   249,910.      960,100.      MT  (+/- 180 meters Scaled)
 BJ2682
 BJ2682                          SUPERSEDED SURVEY CONTROL
 BJ2682
 BJ2682  NGVD 29 (??/??/??)   10.636  (m)           34.89   (f) ADJUSTED    1 2
 BJ2682
 BJ2682.Superseded values are not recommended for survey control.
 BJ2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2682.See file dsdata.txt to determine how the superseded data were derived.
 BJ2682
 BJ2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ196029(NAD 83)
 BJ2682_MARKER: DB = BENCH MARK DISK
 BJ2682_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2682_SP_SET: 104 FEET
 BJ2682_STAMPING: C 235 1966
 BJ2682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2682
 BJ2682  HISTORY     - Date     Condition        Report By
 BJ2682  HISTORY     - 1966     MONUMENTED       CGS
 BJ2682
 BJ2682                          STATION DESCRIPTION
 BJ2682
 BJ2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2682'5.4 MI NE FROM MELVILLE.
 BJ2682'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2682'STATION AT MELVILLE, THENCE 4.9 MILES NORTH ALONG A LEVEE AND STATE
 BJ2682'ROAD 417, 105 FEET WEST OF THE NORTHWEST CORNER OF THE ZOE KENNY
 BJ2682'FARMHOUSE, 50 FEET EAST OF THE CENTER LINE OF THE ROAD, 112 FEET SOUTH
 BJ2682'OF A POWER POLE BEARING A TRANSFORMER, 58 FEET WEST-NORTHWEST OF A
 BJ2682'CATALPA TREE WHICH IS IN THE FRONT YARD OF THE HOUSE, 7.4 FEET WEST OF
 BJ2682'A YARD FENCE 1 FOOT SOUTH OF A FENCE, ABOUT 3 1/2 FEET BELOW THE LEVEL
 BJ2682'OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BJ2682'DRIVEN TO A DEPTH OF 104 FEET AND IS ENCASED IN A 5-INCH CAST IRON
 BJ2682'PIPE WHICH PROJECTS 5 INCHES.  NOTE-- IN SECTION 2, T 3 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0627 ***********************************************************************
 BX0627  DESIGNATION -  C 236
 BX0627  PID         -  BX0627
 BX0627  STATE/COUNTY-  LA/RAPIDES
 BX0627  USGS QUAD   -  LIBUSE (1993)
 BX0627
 BX0627                         *CURRENT SURVEY CONTROL
 BX0627  ___________________________________________________________________
 BX0627* NAD 83(1986)-  31 22 14.     (N)    092 19 27.     (W)     SCALED    
 BX0627* NAVD 88     -        47.40   (+/-2cm)     155.5    (feet)  VERTCON   
 BX0627  ___________________________________________________________________
 BX0627  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX0627
 BX0627  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0627
 BX0627.The horizontal coordinates were scaled from a topographic map and have
 BX0627.an estimated accuracy of +/- 6 seconds.
 BX0627
 BX0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0627.The vertical order pertains to the NGVD 29 superseded value.
 BX0627
 BX0627.The geoid height was determined by GEOID03.
 BX0627
 BX0627;                    North         East    Units  Estimated Accuracy
 BX0627;SPC LA N     -    96,540.    1,016,730.      MT  (+/- 180 meters Scaled)
 BX0627
 BX0627                          SUPERSEDED SURVEY CONTROL
 BX0627
 BX0627  NGVD 29 (??/??/??)   47.385  (m)          155.46   (f) ADJUSTED    1 2
 BX0627
 BX0627.Superseded values are not recommended for survey control.
 BX0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0627.See file dsdata.txt to determine how the superseded data were derived.
 BX0627
 BX0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ642708(NAD 83)
 BX0627_MARKER: DB = BENCH MARK DISK
 BX0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0627_SP_SET: 24 FEET
 BX0627_STAMPING: C 236 1966
 BX0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0627
 BX0627  HISTORY     - Date     Condition        Report By
 BX0627  HISTORY     - 1966     MONUMENTED       CGS
 BX0627  HISTORY     - 19990424 GOOD             USPSQD
 BX0627
 BX0627                          STATION DESCRIPTION
 BX0627
 BX0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0627'1.5 MI NE FROM LIBUSE.
 BX0627'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0627'AT LIBUSE, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 45,
 BX0627'T 5 N, R 1 E, ON THE CREST OF A HILL, 231 FEET EAST AND ACROSS THE
 BX0627'ROAD FROM THE NORTHEAST CORNER OF THE FARM HOME OF MR. RICHARD CRAIG,
 BX0627'58 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 117 FEET EAST AND
 BX0627'ACROSS THE ROAD FROM POWER POLE NUMBER 17, 16 FEET NORTH OF THE CENTER
 BX0627'LINE OF A TRAIL ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF THE GRAVELED
 BX0627'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 BX0627'TO A DEPTH OF 24 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 BX0627'PROJECTS 10 INCHES.
 BX0627
 BX0627                          STATION RECOVERY (1999)
 BX0627
 BX0627'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0158 ***********************************************************************
 BX0158  DESIGNATION -  C 237
 BX0158  PID         -  BX0158
 BX0158  STATE/COUNTY-  LA/CATAHOULA
 BX0158  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0158
 BX0158                         *CURRENT SURVEY CONTROL
 BX0158  ___________________________________________________________________
 BX0158* NAD 83(1986)-  31 32 10.     (N)    092 00 28.     (W)     SCALED    
 BX0158* NAVD 88     -        16.35   (+/-2cm)      53.6    (feet)  VERTCON   
 BX0158  ___________________________________________________________________
 BX0158  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX0158
 BX0158  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0158
 BX0158.The horizontal coordinates were scaled from a topographic map and have
 BX0158.an estimated accuracy of +/- 6 seconds.
 BX0158
 BX0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0158.The vertical order pertains to the NGVD 29 superseded value.
 BX0158
 BX0158.The geoid height was determined by GEOID03.
 BX0158
 BX0158;                    North         East    Units  Estimated Accuracy
 BX0158;SPC LA N     -   114,990.    1,046,740.      MT  (+/- 180 meters Scaled)
 BX0158
 BX0158                          SUPERSEDED SURVEY CONTROL
 BX0158
 BX0158  NGVD 29 (??/??/??)   16.338  (m)           53.60   (f) ADJUSTED    1 2
 BX0158
 BX0158.Superseded values are not recommended for survey control.
 BX0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0158.See file dsdata.txt to determine how the superseded data were derived.
 BX0158
 BX0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ941894(NAD 83)
 BX0158_MARKER: DB = BENCH MARK DISK
 BX0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0158_STAMPING: C 237 1966
 BX0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0158+STABILITY: SURFACE MOTION
 BX0158
 BX0158  HISTORY     - Date     Condition        Report By
 BX0158  HISTORY     - 1966     MONUMENTED       CGS
 BX0158  HISTORY     - 1977     GOOD             NGS
 BX0158
 BX0158                          STATION DESCRIPTION
 BX0158
 BX0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX0158'13.9 MI SW FROM JONESVILLE.
 BX0158'ABOUT 3.3 MILES SOUTHWEST ALONG HIGHWAY 28 FROM THE JUNCTION OF U.S.
 BX0158'HIGHWAY 84 AND STATE HIGHWAY 28 WHICH IS 11 MILES SOUTHWEST OF
 BX0158'JONESVILLE, IN T7N, R4E OF SECTION 31 81-1/2 NORTH OF A 26-INCH PECAN
 BX0158'TREE, 75 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 28, 22 FEET EAST
 BX0158'OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH AND ON THE BOUNDARY OF
 BX0158'LASALLE-CATAHOULA PARISH LINE, AND 1 FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1048 ***********************************************************************
 BX1048  DESIGNATION -  C 238
 BX1048  PID         -  BX1048
 BX1048  STATE/COUNTY-  LA/RAPIDES
 BX1048  USGS QUAD   -  RAPIDES (1992)
 BX1048
 BX1048                         *CURRENT SURVEY CONTROL
 BX1048  ___________________________________________________________________
 BX1048* NAD 83(1986)-  31 19 26.     (N)    092 32 08.     (W)     SCALED    
 BX1048* NAVD 88     -        26.52   (+/-2cm)      87.0    (feet)  VERTCON   
 BX1048  ___________________________________________________________________
 BX1048  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX1048
 BX1048  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1048
 BX1048.This mark is at Alexandra Intl Airport (AEX)
 BX1048
 BX1048.The horizontal coordinates were scaled from a topographic map and have
 BX1048.an estimated accuracy of +/- 6 seconds.
 BX1048
 BX1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1048.The vertical order pertains to the NGVD 29 superseded value.
 BX1048
 BX1048.The geoid height was determined by GEOID03.
 BX1048
 BX1048;                    North         East    Units  Estimated Accuracy
 BX1048;SPC LA N     -    91,350.      996,620.      MT  (+/- 180 meters Scaled)
 BX1048
 BX1048                          SUPERSEDED SURVEY CONTROL
 BX1048
 BX1048  NGVD 29 (??/??/??)   26.507  (m)           86.97   (f) ADJUSTED    1 2
 BX1048
 BX1048.Superseded values are not recommended for survey control.
 BX1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1048.See file dsdata.txt to determine how the superseded data were derived.
 BX1048
 BX1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ441655(NAD 83)
 BX1048_MARKER: DB = BENCH MARK DISK
 BX1048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1048_SP_SET: FOUNDATION
 BX1048_STAMPING: C 238 1966
 BX1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1048
 BX1048  HISTORY     - Date     Condition        Report By
 BX1048  HISTORY     - 1966     MONUMENTED       CGS
 BX1048  HISTORY     - 1970     GOOD             NGS
 BX1048  HISTORY     - 1977     GOOD             NGS
 BX1048  HISTORY     - 1983     GOOD             DMA
 BX1048  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1048
 BX1048                          STATION DESCRIPTION
 BX1048
 BX1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX1048'7.45 MI NW FROM ALEXANDRIA.
 BX1048'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1048'ALEXANDRIA, THENCE 5.15 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1048'RAILROAD, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 498 TO THE MAIN
 BX1048'AND NORTHEAST ENTRANCE TO ENGLAND AIR FORCE BASE, THENCE 0.6 MILE
 BX1048'SOUTHWEST ALONG THUNDERBIRD DRIVE, THENCE 0.1 MILE WEST ALONG ARNOLD
 BX1048'AVENUE, IN THE CENTER OF A SMALL TRIANGULAR PLOT OF GROUND, 176 FEET
 BX1048'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BASE HEADQUARTERS BUILDING,
 BX1048'33 FEET SOUTHWEST OF THE CENTER LINE OF THE AVENUE AT A CURVE, ABOUT 3
 BX1048'INCHES ABOVE THE LEVEL OF THE GROUND, AND SET IN THE TOP OF THE
 BX1048'SOUTHEAST SIDE OF THE CONCRETE FOUNDATION FOR THE BASE FLAG POLE.
 BX1048
 BX1048                          STATION RECOVERY (1970)
 BX1048
 BX1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX1048'RECOVERED IN GOOD CONDITION.
 BX1048
 BX1048                          STATION RECOVERY (1977)
 BX1048
 BX1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1048'RECOVERED IN GOOD CONDITION.
 BX1048
 BX1048                          STATION RECOVERY (1983)
 BX1048
 BX1048'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 BX1048'CHANGE: 0.45 MILE TO READ 0.8 MILE, CHANGE: THE TEXAS AND PACIFIC
 BX1048'RAILROAD TO READ STATE ROUTE 1. CHANGE: THUNDERBIRD TO READ OLIVER
 BX1048'LEVEL ROD CAN'T BE PLUMBED OVER
 BX1048
 BX1048                          STATION RECOVERY (1999)
 BX1048
 BX1048'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0780 ***********************************************************************
 BX0780  DESIGNATION -  C 239
 BX0780  PID         -  BX0780
 BX0780  STATE/COUNTY-  LA/AVOYELLES
 BX0780  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0780
 BX0780                         *CURRENT SURVEY CONTROL
 BX0780  ___________________________________________________________________
 BX0780* NAD 83(1986)-  31 03 22.     (N)    092 02 42.     (W)     SCALED    
 BX0780* NAVD 88     -        24.677  (meters)      80.96   (feet)  ADJUSTED  
 BX0780  ___________________________________________________________________
 BX0780  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BX0780  DYNAMIC HT  -          24.646 (meters)      80.86  (feet)  COMP
 BX0780  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 BX0780
 BX0780  VERT ORDER  -  FIRST     CLASS I
 BX0780
 BX0780.The horizontal coordinates were scaled from a topographic map and have
 BX0780.an estimated accuracy of +/- 6 seconds.
 BX0780
 BX0780.The orthometric height was determined by differential leveling
 BX0780.and adjusted by the National Geodetic Survey in February 1994..
 BX0780
 BX0780.The geoid height was determined by GEOID03.
 BX0780
 BX0780.The dynamic height is computed by dividing the NAVD 88
 BX0780.geopotential number by the normal gravity value computed on the
 BX0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0780.degrees latitude (g = 980.6199 gals.).
 BX0780
 BX0780.The modeled gravity was interpolated from observed gravity values.
 BX0780
 BX0780;                    North         East    Units  Estimated Accuracy
 BX0780;SPC LA N     -    61,750.    1,043,430.      MT  (+/- 180 meters Scaled)
 BX0780
 BX0780                          SUPERSEDED SURVEY CONTROL
 BX0780
 BX0780  NAVD 88 (06/15/91)   24.695  (m)           81.02   (f) UNKNOWN     1 1
 BX0780  NGVD 29 (??/??/??)   24.657  (m)           80.90   (f) ADJUSTED    1 1
 BX0780
 BX0780.Superseded values are not recommended for survey control.
 BX0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0780.See file dsdata.txt to determine how the superseded data were derived.
 BX0780
 BX0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ911362(NAD 83)
 BX0780_MARKER: DB = BENCH MARK DISK
 BX0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0780_SP_SET: 72 FEET
 BX0780_STAMPING: C 239 1966
 BX0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0780
 BX0780  HISTORY     - Date     Condition        Report By
 BX0780  HISTORY     - 1966     MONUMENTED       CGS
 BX0780  HISTORY     - 1977     GOOD             NGS
 BX0780
 BX0780                          STATION DESCRIPTION
 BX0780
 BX0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0780'0.4 MI SE FROM MANSURA.
 BX0780'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAYS 1 AND 1186 FROM THE
 BX0780'POST OFFICE AT MANSURA, THENCE 0.25 MILE EAST ALONG THE KANSAS CITY
 BX0780'AND SOUTHERN RAILROAD, IN SECTION 56, T 1 N, R 4 E, ABOUT 11 RAILS
 BX0780'EAST OF THE CROSSING OF THE TEXAS AND PACIFIC RAILROAD, 106 FEET
 BX0780'NORTHWEST OF THE CENTER OF THE CROSSING OF REGARD STREET, 45 FEET
 BX0780'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 59 FEET WEST OF THE CENTER
 BX0780'LINE OF THE STREET, 52 FEET NORTHWEST OF A BATTERY BOX, 3 1/2  FEET
 BX0780'SOUTH OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, A DISK
 BX0780'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 BX0780'OF 72 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 1
 BX0780'FOOT.
 BX0780
 BX0780                          STATION RECOVERY (1977)
 BX0780
 BX0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0780'0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE POST
 BX0780'OFFICE AT MANSURA, THENCE 0.25 MILE EAST ALONG THE KANSAS CITY
 BX0780'AND SOUTHERN RAILROAD, ABOUT 11 RAILS EAST OF THE CROSSING OF
 BX0780'THE TEXAS AND PACIFIC RAILROAD, 106 FEET NORTHWEST OF THE CENTER
 BX0780'OF THE CROSSING OF REGARD STREET, 45 FEET NORTH OF THE NORTH
 BX0780'RAIL OF THE MAIN TRACK, 59 FEET WEST OF THE CENTER LINE OF A
 BX0780'STREET,3.5 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1513 ***********************************************************************
 CQ1513  DESIGNATION -  C 24 1 BOLT
 CQ1513  PID         -  CQ1513
 CQ1513  STATE/COUNTY-  LA/RED RIVER
 CQ1513  USGS QUAD   -  HARMON (1980)
 CQ1513
 CQ1513                         *CURRENT SURVEY CONTROL
 CQ1513  ___________________________________________________________________
 CQ1513* NAD 83(1986)-  32 02 26.     (N)    093 24 26.     (W)     SCALED    
 CQ1513* NAVD 88     -        40.96   (+/-2cm)     134.4    (feet)  VERTCON   
 CQ1513  ___________________________________________________________________
 CQ1513  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1513
 CQ1513  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1513
 CQ1513.The horizontal coordinates were scaled from a topographic map and have
 CQ1513.an estimated accuracy of +/- 6 seconds.
 CQ1513
 CQ1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1513.The vertical order pertains to the NGVD 29 superseded value.
 CQ1513
 CQ1513.The geoid height was determined by GEOID03.
 CQ1513
 CQ1513;                    North         East    Units  Estimated Accuracy
 CQ1513;SPC LA N     -   171,170.      914,320.      MT  (+/- 180 meters Scaled)
 CQ1513
 CQ1513                          SUPERSEDED SURVEY CONTROL
 CQ1513
 CQ1513  NGVD 29 (??/??/??)   41.021  (m)          134.58   (f) ADJUSTED    1 2
 CQ1513
 CQ1513.Superseded values are not recommended for survey control.
 CQ1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1513.See file dsdata.txt to determine how the superseded data were derived.
 CQ1513
 CQ1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR615450(NAD 83)
 CQ1513_MARKER: B = BOLT
 CQ1513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1513_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1513
 CQ1513  HISTORY     - Date     Condition        Report By
 CQ1513  HISTORY     - UNK      MONUMENTED       DOD
 CQ1513  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1513
 CQ1513                          STATION DESCRIPTION
 CQ1513
 CQ1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1513'5.3 MI NW FROM COUSHATTA.
 CQ1513'AT GAHAGAN, RED RIVER PARISH, 0.1 MILE SE OF THE TEXAS AND PACIFIC RR
 CQ1513'STATION, 120 FEET NW OF A SWITCH STAND, ABOUT 100 FEET NE OF AN OLD
 CQ1513'COTTON GIN, 62 FEET SW OF THE CENTERLINE OF STATE HIGHWAY 20, AND 12
 CQ1513'FEET NE OF THE CENTERLINE OF THE TRACK.  A COPPER BOLT, SET IN THE TOP
 CQ1513'OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CQ1513'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 CQ1513'STAMPED 24-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1514 ***********************************************************************
 CQ1514  DESIGNATION -  C 24 1 CAP
 CQ1514  PID         -  CQ1514
 CQ1514  STATE/COUNTY-  LA/RED RIVER
 CQ1514  USGS QUAD   -  HARMON (1980)
 CQ1514
 CQ1514                         *CURRENT SURVEY CONTROL
 CQ1514  ___________________________________________________________________
 CQ1514* NAD 83(1986)-  32 02 25.     (N)    093 24 30.     (W)     SCALED    
 CQ1514* NAVD 88     -        42.18   (+/-2cm)     138.4    (feet)  VERTCON   
 CQ1514  ___________________________________________________________________
 CQ1514  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1514
 CQ1514  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1514
 CQ1514.The horizontal coordinates were scaled from a topographic map and have
 CQ1514.an estimated accuracy of +/- 6 seconds.
 CQ1514
 CQ1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1514.The vertical order pertains to the NGVD 29 superseded value.
 CQ1514
 CQ1514.The geoid height was determined by GEOID03.
 CQ1514
 CQ1514;                    North         East    Units  Estimated Accuracy
 CQ1514;SPC LA N     -   171,140.      914,210.      MT  (+/- 180 meters Scaled)
 CQ1514
 CQ1514                          SUPERSEDED SURVEY CONTROL
 CQ1514
 CQ1514  NGVD 29 (??/??/??)   42.239  (m)          138.58   (f) ADJUSTED    1 1
 CQ1514
 CQ1514.Superseded values are not recommended for survey control.
 CQ1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1514.See file dsdata.txt to determine how the superseded data were derived.
 CQ1514
 CQ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR614449(NAD 83)
 CQ1514_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1514_STAMPING: C 24 1 C 24 1
 CQ1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1514
 CQ1514  HISTORY     - Date     Condition        Report By
 CQ1514  HISTORY     - UNK      MONUMENTED       DOD
 CQ1514  HISTORY     - 1969     GOOD             CGS
 CQ1514  HISTORY     - 1977     POOR             NGS
 CQ1514
 CQ1514                          STATION DESCRIPTION
 CQ1514
 CQ1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1514'5.3 MI NW FROM COUSHATTA.
 CQ1514'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1514'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 2.8 MILES NORTHWEST
 CQ1514'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, 117 YARDS NORTHWEST OF THE
 CQ1514'CROSSING OF THE TEXAS AND PACIFIC RAILROAD AND STATE HIGHWAY 177, 58
 CQ1514'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTHEAST OF
 CQ1514'THE NORTHEAST RAIL, 105 1/2 FEET NORTHWEST OF AN ABANDONED CONCRETE
 CQ1514'SEMAPHORE BASE, ABOUT LEVEL WITH THE TRACK, A U.S. ENGINEERS CAP ON
 CQ1514'THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 24 INCHES ABOVE THE
 CQ1514'SURFACE OF THE GROUND.  SEC 31, T 13N, R 10W.
 CQ1514
 CQ1514                          STATION RECOVERY (1977)
 CQ1514
 CQ1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1514'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2492 ***********************************************************************
 CQ2492  DESIGNATION -  C 24 10 BOLT
 CQ2492  PID         -  CQ2492
 CQ2492  STATE/COUNTY-  LA/RED RIVER
 CQ2492  USGS QUAD   -  EAST POINT (1979)
 CQ2492
 CQ2492                         *CURRENT SURVEY CONTROL
 CQ2492  ___________________________________________________________________
 CQ2492* NAD 83(1986)-  32 11 45.     (N)    093 28 51.     (W)     SCALED    
 CQ2492* NAVD 88     -        41.64   (+/-2cm)     136.6    (feet)  VERTCON   
 CQ2492  ___________________________________________________________________
 CQ2492  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ2492
 CQ2492  VERT ORDER  -  ? (See Below)
 CQ2492
 CQ2492.The horizontal coordinates were scaled from a topographic map and have
 CQ2492.an estimated accuracy of +/- 6 seconds.
 CQ2492
 CQ2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2492.The vertical order pertains to the NGVD 29 superseded value.
 CQ2492
 CQ2492.The geoid height was determined by GEOID03.
 CQ2492
 CQ2492;                    North         East    Units  Estimated Accuracy
 CQ2492;SPC LA N     -   188,450.      907,520.      MT  (+/- 180 meters Scaled)
 CQ2492
 CQ2492                          SUPERSEDED SURVEY CONTROL
 CQ2492
 CQ2492  NGVD 29 (??/??/??)   41.696  (m)          136.80   (f) ADJUSTED    ?  
 CQ2492
 CQ2492.Superseded values are not recommended for survey control.
 CQ2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2492.See file dsdata.txt to determine how the superseded data were derived.
 CQ2492
 CQ2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR546622(NAD 83)
 CQ2492_MARKER: B = BOLT
 CQ2492_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2492_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2492_STAMPING: PBM C 24-10
 CQ2492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2492
 CQ2492  HISTORY     - Date     Condition        Report By
 CQ2492  HISTORY     - UNK      MONUMENTED       DOD
 CQ2492  HISTORY     - 1969     MARK NOT FOUND   USE
 CQ2492  HISTORY     - 1977     GOOD             NGS
 CQ2492
 CQ2492                          STATION DESCRIPTION
 CQ2492
 CQ2492'DESCRIBED BY US ENGINEERS 1969
 CQ2492'0.1 MILE N FROM AT WILLIAMS.
 CQ2492'AT WILLIAMS, RED RIVER PARISH, 0.1 MILE NORTH OF THE TEXAS AND
 CQ2492'PACIFIC RAILWAY STATION, 147 FEET SOUTH OF POLE 53, 46 FEET EAST OF
 CQ2492'THE CENTERLINE OF THE TRACK, 30 FEET WEST OF THE CENTERLINE OF STATE
 CQ2492'HIGHWAY 20, AND 3 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER.
 CQ2492'A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 CQ2492'ACCESS TO WHICH IS HAD TROUGH AN IRON PIPE BEARING A CORPS OF
 CQ2492'ENGINEERS, U. S. ARMY, STANDARD CAP.
 CQ2492
 CQ2492                          STATION RECOVERY (1977)
 CQ2492
 CQ2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2589 ***********************************************************************
 CQ2589  DESIGNATION -  C 24 10 CAP
 CQ2589  PID         -  CQ2589
 CQ2589  STATE/COUNTY-  LA/RED RIVER
 CQ2589  USGS QUAD   -  EAST POINT (1979)
 CQ2589
 CQ2589                         *CURRENT SURVEY CONTROL
 CQ2589  ___________________________________________________________________
 CQ2589* NAD 83(1986)-  32 11 45.     (N)    093 28 51.     (W)     SCALED    
 CQ2589* NAVD 88     -        42.88   (+/-2cm)     140.7    (feet)  VERTCON   
 CQ2589  ___________________________________________________________________
 CQ2589  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ2589
 CQ2589  VERT ORDER  -  ? (See Below)
 CQ2589
 CQ2589.The horizontal coordinates were scaled from a topographic map and have
 CQ2589.an estimated accuracy of +/- 6 seconds.
 CQ2589
 CQ2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2589.The vertical order pertains to the NGVD 29 superseded value.
 CQ2589
 CQ2589.The geoid height was determined by GEOID03.
 CQ2589
 CQ2589;                    North         East    Units  Estimated Accuracy
 CQ2589;SPC LA N     -   188,450.      907,520.      MT  (+/- 180 meters Scaled)
 CQ2589
 CQ2589                          SUPERSEDED SURVEY CONTROL
 CQ2589
 CQ2589  NGVD 29 (??/??/??)   42.927  (m)          140.84   (f) ADJUSTED    ?  
 CQ2589
 CQ2589.Superseded values are not recommended for survey control.
 CQ2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2589.See file dsdata.txt to determine how the superseded data were derived.
 CQ2589
 CQ2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR546622(NAD 83)
 CQ2589_MARKER: B = BOLT
 CQ2589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2589_STAMPING: PBM C 24-10
 CQ2589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2589
 CQ2589  HISTORY     - Date     Condition        Report By
 CQ2589  HISTORY     - UNK      MONUMENTED       DOD
 CQ2589  HISTORY     - 1969     MARK NOT FOUND   USE
 CQ2589  HISTORY     - 1977     GOOD             NGS
 CQ2589
 CQ2589                          STATION DESCRIPTION
 CQ2589
 CQ2589'DESCRIBED BY US ENGINEERS 1969
 CQ2589'0.1 MILE N FROM AT WILLIAMS.
 CQ2589'AT WILLIAMS, RED RIVER PARISH, 0.1 MILE NORTH OF THE TEXAS AND
 CQ2589'PACIFIC RAILWAY STATION, 147 FEET SOUTH OF POLE 53, 46 FEET EAST OF
 CQ2589'THE CENTERLINE OF THE TRACK, 30 FEET WEST OF THE CENTERLINE OF STATE
 CQ2589'HIGHWAY 20, AND 3 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER. A
 CQ2589'A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 CQ2589'ACCESS TO WHICH IS HAD TROUGH AN IRON PIPE BEARING A CORPS OF
 CQ2589'ENGINEERS, U. S. ARMY, STANDARD CAP.
 CQ2589
 CQ2589                          STATION RECOVERY (1977)
 CQ2589
 CQ2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1457 ***********************************************************************
 CQ1457  DESIGNATION -  C 24 11 BOLT
 CQ1457  PID         -  CQ1457
 CQ1457  STATE/COUNTY-  LA/CADDO
 CQ1457  USGS QUAD   -  EAST POINT (1979)
 CQ1457
 CQ1457                         *CURRENT SURVEY CONTROL
 CQ1457  ___________________________________________________________________
 CQ1457* NAD 83(1986)-  32 14 15.     (N)    093 29 45.     (W)     SCALED    
 CQ1457* NAVD 88     -        42.16   (+/-2cm)     138.3    (feet)  VERTCON   
 CQ1457  ___________________________________________________________________
 CQ1457  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1457
 CQ1457  VERT ORDER  -  ? (See Below)
 CQ1457
 CQ1457.The horizontal coordinates were scaled from a topographic map and have
 CQ1457.an estimated accuracy of +/- 6 seconds.
 CQ1457
 CQ1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1457.The vertical order pertains to the NGVD 29 superseded value.
 CQ1457
 CQ1457.The geoid height was determined by GEOID03.
 CQ1457
 CQ1457;                    North         East    Units  Estimated Accuracy
 CQ1457;SPC LA N     -   193,080.      906,150.      MT  (+/- 180 meters Scaled)
 CQ1457
 CQ1457                          SUPERSEDED SURVEY CONTROL
 CQ1457
 CQ1457  NGVD 29 (??/??/??)   42.212  (m)          138.49   (f) ADJUSTED    ?  
 CQ1457
 CQ1457.Superseded values are not recommended for survey control.
 CQ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1457.See file dsdata.txt to determine how the superseded data were derived.
 CQ1457
 CQ1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR532668(NAD 83)
 CQ1457_MARKER: B = BOLT
 CQ1457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1457
 CQ1457  HISTORY     - Date     Condition        Report By
 CQ1457  HISTORY     - UNK      MONUMENTED       DOD
 CQ1457  HISTORY     - 1943     GOOD             CGS
 CQ1457  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1457
 CQ1457                          STATION DESCRIPTION
 CQ1457
 CQ1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1457'IN CROSSKEYS.
 CQ1457'AT CROSSKEYS, CADDO PARISH, ON THE TEXAS AND PACIFIC RAILWAY, 96 FEET
 CQ1457'NORTH OF THE CADDO-RED RIVER PARISH LINE, 63 FEET NORTHWEST OF THE
 CQ1457'CENTERLINE OF A ROAD LEADING TO A CROSSING, 60 FEET SOUTHEAST OF THE
 CQ1457'FAKELLY SERVICE STATION AND GENERAL STORE, 42 FEET NORTHEAST OF THE
 CQ1457'CENTERLINE OF THE TRACK, 28 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 CQ1457'HIGHWAY 20, AND 5 FEET NORTHWEST OF A FENCE CORNER.  A COPPER BOLT,
 CQ1457'SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH
 CQ1457'IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1457'STANDARD CAP.
 CQ1457
 CQ1457                          STATION RECOVERY (1969)
 CQ1457
 CQ1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1458 ***********************************************************************
 CQ1458  DESIGNATION -  C 24 11 CAP
 CQ1458  PID         -  CQ1458
 CQ1458  STATE/COUNTY-  LA/CADDO
 CQ1458  USGS QUAD   -  EAST POINT (1979)
 CQ1458
 CQ1458                         *CURRENT SURVEY CONTROL
 CQ1458  ___________________________________________________________________
 CQ1458* NAD 83(1986)-  32 14 15.     (N)    093 29 45.     (W)     SCALED    
 CQ1458* NAVD 88     -        43.50   (+/-2cm)     142.7    (feet)  VERTCON   
 CQ1458  ___________________________________________________________________
 CQ1458  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1458
 CQ1458  VERT ORDER  -  ? (See Below)
 CQ1458
 CQ1458.The horizontal coordinates were scaled from a topographic map and have
 CQ1458.an estimated accuracy of +/- 6 seconds.
 CQ1458
 CQ1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1458.The vertical order pertains to the NGVD 29 superseded value.
 CQ1458
 CQ1458.The geoid height was determined by GEOID03.
 CQ1458
 CQ1458;                    North         East    Units  Estimated Accuracy
 CQ1458;SPC LA N     -   193,080.      906,150.      MT  (+/- 180 meters Scaled)
 CQ1458
 CQ1458                          SUPERSEDED SURVEY CONTROL
 CQ1458
 CQ1458  NGVD 29 (??/??/??)   43.551  (m)          142.88   (f) ADJUSTED    ?  
 CQ1458
 CQ1458.Superseded values are not recommended for survey control.
 CQ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1458.See file dsdata.txt to determine how the superseded data were derived.
 CQ1458
 CQ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR532668(NAD 83)
 CQ1458_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1458_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1458_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1458
 CQ1458  HISTORY     - Date     Condition        Report By
 CQ1458  HISTORY     - UNK      MONUMENTED       DOD
 CQ1458  HISTORY     - 1943     GOOD             CGS
 CQ1458  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1458  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1458
 CQ1458                          STATION DESCRIPTION
 CQ1458
 CQ1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1458'IN CROSSKEYS.
 CQ1458'AT CROSSKEYS, CADDO PARISH, ON THE TEXAS AND PACIFIC RAILWAY, 96 FEET
 CQ1458'NORTH OF THE CADDO-RED RIVER PARISH LINE, 63 FEET NORTHWEST OF THE
 CQ1458'CENTERLINE OF A ROAD LEADING TO A CROSSING, 60 FEET SOUTHEAST OF THE
 CQ1458'FAKELLY SERVICE STATION AND GENERAL STORE, 42 FEET NORTHEAST OF THE
 CQ1458'CENTERLINE OF THE TRACK, 28 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 CQ1458'HIGHWAY 20, AND 5 FEET NORTHWEST OF A FENCE CORNER.  AN IRON PIPE
 CQ1458'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1458
 CQ1458                          STATION RECOVERY (1969)
 CQ1458
 CQ1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1458'MARK NOT FOUND.
 CQ1458
 CQ1458                          STATION RECOVERY (1977)
 CQ1458
 CQ1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1458'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1454 ***********************************************************************
 CQ1454  DESIGNATION -  C 24 12 BOLT
 CQ1454  PID         -  CQ1454
 CQ1454  STATE/COUNTY-  LA/CADDO
 CQ1454  USGS QUAD   -  EAST POINT (1979)
 CQ1454
 CQ1454                         *CURRENT SURVEY CONTROL
 CQ1454  ___________________________________________________________________
 CQ1454* NAD 83(1986)-  32 14 22.     (N)    093 29 54.     (W)     SCALED    
 CQ1454* NAVD 88     -        42.22   (+/-2cm)     138.5    (feet)  VERTCON   
 CQ1454  ___________________________________________________________________
 CQ1454  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1454
 CQ1454  VERT ORDER  -  ? (See Below)
 CQ1454
 CQ1454.The horizontal coordinates were scaled from a topographic map and have
 CQ1454.an estimated accuracy of +/- 6 seconds.
 CQ1454
 CQ1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1454.The vertical order pertains to the NGVD 29 superseded value.
 CQ1454
 CQ1454.The geoid height was determined by GEOID03.
 CQ1454
 CQ1454;                    North         East    Units  Estimated Accuracy
 CQ1454;SPC LA N     -   193,300.      905,920.      MT  (+/- 180 meters Scaled)
 CQ1454
 CQ1454                          SUPERSEDED SURVEY CONTROL
 CQ1454
 CQ1454  NGVD 29 (??/??/??)   42.265  (m)          138.66   (f) ADJUSTED    ?  
 CQ1454
 CQ1454.Superseded values are not recommended for survey control.
 CQ1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1454.See file dsdata.txt to determine how the superseded data were derived.
 CQ1454
 CQ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR530670(NAD 83)
 CQ1454_MARKER: B = BOLT
 CQ1454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1454
 CQ1454  HISTORY     - Date     Condition        Report By
 CQ1454  HISTORY     - UNK      MONUMENTED       DOD
 CQ1454  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1454  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1454
 CQ1454                          STATION DESCRIPTION
 CQ1454
 CQ1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1454'IN CROSSKEYS.
 CQ1454'AT CROSSKEYS, CADDO PARISH, ON THE TEXAS AND PACIFIC RAILWAY, 85 FEET
 CQ1454'SOUTHEAST OF AN OVERPASS, 80 FEET NORTHEAST OF TELEPHONE POLE 10418,,
 CQ1454'47 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 30 FEET
 CQ1454'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 20.  A COPPER BOLT, SET
 CQ1454'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 CQ1454'HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1454'STANDARD CAP.
 CQ1454
 CQ1454                          STATION RECOVERY (1969)
 CQ1454
 CQ1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1455 ***********************************************************************
 CQ1455  DESIGNATION -  C 24 12 CAP
 CQ1455  PID         -  CQ1455
 CQ1455  STATE/COUNTY-  LA/CADDO
 CQ1455  USGS QUAD   -  EAST POINT (1979)
 CQ1455
 CQ1455                         *CURRENT SURVEY CONTROL
 CQ1455  ___________________________________________________________________
 CQ1455* NAD 83(1986)-  32 14 22.     (N)    093 29 54.     (W)     SCALED    
 CQ1455* NAVD 88     -        43.48   (+/-2cm)     142.7    (feet)  VERTCON   
 CQ1455  ___________________________________________________________________
 CQ1455  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1455
 CQ1455  VERT ORDER  -  ? (See Below)
 CQ1455
 CQ1455.The horizontal coordinates were scaled from a topographic map and have
 CQ1455.an estimated accuracy of +/- 6 seconds.
 CQ1455
 CQ1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1455.The vertical order pertains to the NGVD 29 superseded value.
 CQ1455
 CQ1455.The geoid height was determined by GEOID03.
 CQ1455
 CQ1455;                    North         East    Units  Estimated Accuracy
 CQ1455;SPC LA N     -   193,300.      905,920.      MT  (+/- 180 meters Scaled)
 CQ1455
 CQ1455                          SUPERSEDED SURVEY CONTROL
 CQ1455
 CQ1455  NGVD 29 (??/??/??)   43.525  (m)          142.80   (f) ADJUSTED    ?  
 CQ1455
 CQ1455.Superseded values are not recommended for survey control.
 CQ1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1455.See file dsdata.txt to determine how the superseded data were derived.
 CQ1455
 CQ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR530670(NAD 83)
 CQ1455_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1455_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1455_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1455
 CQ1455  HISTORY     - Date     Condition        Report By
 CQ1455  HISTORY     - UNK      MONUMENTED       DOD
 CQ1455  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1455  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1455  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1455
 CQ1455                          STATION DESCRIPTION
 CQ1455
 CQ1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1455'IN CROSSKEYS.
 CQ1455'AT CROSSKEYS, CADDO PARISH, ON THE TEXAS AND PACIFIC RAILWAY, 85 FEET
 CQ1455'SOUTHEAST OF AN OVERPASS, 80 FEET NORTHEAST OF TELEPHONE POLE 10418,
 CQ1455'47 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 30 FEET
 CQ1455'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 20.  AN IRON PIPE BEARING
 CQ1455'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1455
 CQ1455                          STATION RECOVERY (1969)
 CQ1455
 CQ1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1455'MARK NOT FOUND.
 CQ1455
 CQ1455                          STATION RECOVERY (1977)
 CQ1455
 CQ1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1455'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1487 ***********************************************************************
 CQ1487  DESIGNATION -  C 24 13 BOLT
 CQ1487  PID         -  CQ1487
 CQ1487  STATE/COUNTY-  LA/RED RIVER
 CQ1487  USGS QUAD   -  HARMON (1980)
 CQ1487
 CQ1487                         *CURRENT SURVEY CONTROL
 CQ1487  ___________________________________________________________________
 CQ1487* NAD 83(1986)-  32 07 18.     (N)    093 27 41.     (W)     SCALED    
 CQ1487* NAVD 88     -        41.72   (+/-2cm)     136.9    (feet)  VERTCON   
 CQ1487  ___________________________________________________________________
 CQ1487  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1487
 CQ1487  VERT ORDER  -  ? (See Below)
 CQ1487
 CQ1487.The horizontal coordinates were scaled from a topographic map and have
 CQ1487.an estimated accuracy of +/- 6 seconds.
 CQ1487
 CQ1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1487.The vertical order pertains to the NGVD 29 superseded value.
 CQ1487
 CQ1487.The geoid height was determined by GEOID03.
 CQ1487
 CQ1487;                    North         East    Units  Estimated Accuracy
 CQ1487;SPC LA N     -   180,210.      909,280.      MT  (+/- 180 meters Scaled)
 CQ1487
 CQ1487                          SUPERSEDED SURVEY CONTROL
 CQ1487
 CQ1487  NGVD 29 (??/??/??)   41.779  (m)          137.07   (f) ADJUSTED    ?  
 CQ1487
 CQ1487.Superseded values are not recommended for survey control.
 CQ1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1487.See file dsdata.txt to determine how the superseded data were derived.
 CQ1487
 CQ1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR564540(NAD 83)
 CQ1487_MARKER: B = BOLT
 CQ1487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1487_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1487
 CQ1487  HISTORY     - Date     Condition        Report By
 CQ1487  HISTORY     - UNK      MONUMENTED       DOD
 CQ1487  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1487  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1487
 CQ1487                          STATION DESCRIPTION
 CQ1487
 CQ1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1487'2.8 MI N FROM GRAND BAYOU.
 CQ1487'2.8 MILES NORTH ALONG STATE HIGHWAY 20 FROM GRAND BAYOU, RED RIVER
 CQ1487'PARISH, ON THE RIGHT BANK OF RED RIVER, ON THE RANDOLPH MORRISON
 CQ1487'PROPERTY, 175 FEET WEST OF THE CENTERLINE OF THE LEVEE, 110 FEET WEST
 CQ1487'OF THE CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF A CISTERN, AND 10
 CQ1487'FEET NORTHEAST OF THE NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE. A
 CQ1487'COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 CQ1487'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ1487'ENGINEERS, U.S. ARMY, STANDARD CAP..
 CQ1487
 CQ1487                          STATION RECOVERY (1969)
 CQ1487
 CQ1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1488 ***********************************************************************
 CQ1488  DESIGNATION -  C 24 13 CAP
 CQ1488  PID         -  CQ1488
 CQ1488  STATE/COUNTY-  LA/RED RIVER
 CQ1488  USGS QUAD   -  HARMON (1980)
 CQ1488
 CQ1488                         *CURRENT SURVEY CONTROL
 CQ1488  ___________________________________________________________________
 CQ1488* NAD 83(1986)-  32 07 18.     (N)    093 27 41.     (W)     SCALED    
 CQ1488* NAVD 88     -        42.95   (+/-2cm)     140.9    (feet)  VERTCON   
 CQ1488  ___________________________________________________________________
 CQ1488  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1488
 CQ1488  VERT ORDER  -  ? (See Below)
 CQ1488
 CQ1488.The horizontal coordinates were scaled from a topographic map and have
 CQ1488.an estimated accuracy of +/- 6 seconds.
 CQ1488
 CQ1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1488.The vertical order pertains to the NGVD 29 superseded value.
 CQ1488
 CQ1488.The geoid height was determined by GEOID03.
 CQ1488
 CQ1488;                    North         East    Units  Estimated Accuracy
 CQ1488;SPC LA N     -   180,210.      909,280.      MT  (+/- 180 meters Scaled)
 CQ1488
 CQ1488                          SUPERSEDED SURVEY CONTROL
 CQ1488
 CQ1488  NGVD 29 (??/??/??)   43.011  (m)          141.11   (f) ADJUSTED    ?  
 CQ1488
 CQ1488.Superseded values are not recommended for survey control.
 CQ1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1488.See file dsdata.txt to determine how the superseded data were derived.
 CQ1488
 CQ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR564540(NAD 83)
 CQ1488_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1488
 CQ1488  HISTORY     - Date     Condition        Report By
 CQ1488  HISTORY     - UNK      MONUMENTED       DOD
 CQ1488  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1488  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1488  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1488
 CQ1488                          STATION DESCRIPTION
 CQ1488
 CQ1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1488'2.8 MI N FROM GRAND BAYOU.
 CQ1488'2.8 MILES NORTH ALONG STATE HIGHWAY 20 FROM GRAND BAYOU, RED RIVER
 CQ1488'PARISH, ON THE RIGHT BANK OF RED RIVER, ON THE RANDOLPH MORRISON
 CQ1488'PROPERTY, 175 FEET WEST OF THE CENTERLINE OF THE LEVEE, 110 FEET WEST
 CQ1488'OF THE CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF A CISTERN, AND 10
 CQ1488'FEET NORTHEAST OF THE NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE. AN
 CQ1488'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1488
 CQ1488                          STATION RECOVERY (1969)
 CQ1488
 CQ1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1488'MARK NOT FOUND.
 CQ1488
 CQ1488                          STATION RECOVERY (1977)
 CQ1488
 CQ1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1488'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1484 ***********************************************************************
 CQ1484  DESIGNATION -  C 24 14 BOLT
 CQ1484  PID         -  CQ1484
 CQ1484  STATE/COUNTY-  LA/RED RIVER
 CQ1484  USGS QUAD   -  HARMON (1980)
 CQ1484
 CQ1484                         *CURRENT SURVEY CONTROL
 CQ1484  ___________________________________________________________________
 CQ1484* NAD 83(1986)-  32 07 24.     (N)    093 27 48.     (W)     SCALED    
 CQ1484* NAVD 88     -        41.86   (+/-2cm)     137.3    (feet)  VERTCON   
 CQ1484  ___________________________________________________________________
 CQ1484  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1484
 CQ1484  VERT ORDER  -  ? (See Below)
 CQ1484
 CQ1484.The horizontal coordinates were scaled from a topographic map and have
 CQ1484.an estimated accuracy of +/- 6 seconds.
 CQ1484
 CQ1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1484.The vertical order pertains to the NGVD 29 superseded value.
 CQ1484
 CQ1484.The geoid height was determined by GEOID03.
 CQ1484
 CQ1484;                    North         East    Units  Estimated Accuracy
 CQ1484;SPC LA N     -   180,390.      909,100.      MT  (+/- 180 meters Scaled)
 CQ1484
 CQ1484                          SUPERSEDED SURVEY CONTROL
 CQ1484
 CQ1484  NGVD 29 (??/??/??)   41.914  (m)          137.51   (f) ADJUSTED    ?  
 CQ1484
 CQ1484.Superseded values are not recommended for survey control.
 CQ1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1484.See file dsdata.txt to determine how the superseded data were derived.
 CQ1484
 CQ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR562542(NAD 83)
 CQ1484_MARKER: B = BOLT
 CQ1484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1484
 CQ1484  HISTORY     - Date     Condition        Report By
 CQ1484  HISTORY     - UNK      MONUMENTED       DOD
 CQ1484  HISTORY     - 1938     MARK NOT FOUND   CGS
 CQ1484  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1484
 CQ1484                          STATION DESCRIPTION
 CQ1484
 CQ1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1484'3 MI N FROM GRAND BAYOU.
 CQ1484'ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 20 FROM GRAND BAYOU, RED RIVER
 CQ1484'PARISH, ON THE RIGHT BANK OF RED RIVER, ON THE RANDOLPH MORRISON
 CQ1484'PROPERTY, 172 FEET WEST OF THE CENTERLINE OF THE LEVEE, 106 FEET WEST
 CQ1484'OF THE CENTERLINE OF THE HIGHWAY, 7 FEET WEST OF THE SOUTHWEST CORNER
 CQ1484'OF A CHIMNEY.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CQ1484'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 CQ1484'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1484
 CQ1484                          STATION RECOVERY (1969)
 CQ1484
 CQ1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1485 ***********************************************************************
 CQ1485  DESIGNATION -  C 24 14 CAP
 CQ1485  PID         -  CQ1485
 CQ1485  STATE/COUNTY-  LA/RED RIVER
 CQ1485  USGS QUAD   -  HARMON (1980)
 CQ1485
 CQ1485                         *CURRENT SURVEY CONTROL
 CQ1485  ___________________________________________________________________
 CQ1485* NAD 83(1986)-  32 07 24.     (N)    093 27 48.     (W)     SCALED    
 CQ1485* NAVD 88     -        43.09   (+/-2cm)     141.4    (feet)  VERTCON   
 CQ1485  ___________________________________________________________________
 CQ1485  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1485
 CQ1485  VERT ORDER  -  ? (See Below)
 CQ1485
 CQ1485.The horizontal coordinates were scaled from a topographic map and have
 CQ1485.an estimated accuracy of +/- 6 seconds.
 CQ1485
 CQ1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1485.The vertical order pertains to the NGVD 29 superseded value.
 CQ1485
 CQ1485.The geoid height was determined by GEOID03.
 CQ1485
 CQ1485;                    North         East    Units  Estimated Accuracy
 CQ1485;SPC LA N     -   180,390.      909,100.      MT  (+/- 180 meters Scaled)
 CQ1485
 CQ1485                          SUPERSEDED SURVEY CONTROL
 CQ1485
 CQ1485  NGVD 29 (??/??/??)   43.145  (m)          141.55   (f) ADJUSTED    ?  
 CQ1485
 CQ1485.Superseded values are not recommended for survey control.
 CQ1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1485.See file dsdata.txt to determine how the superseded data were derived.
 CQ1485
 CQ1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR562542(NAD 83)
 CQ1485_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1485_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1485
 CQ1485  HISTORY     - Date     Condition        Report By
 CQ1485  HISTORY     - UNK      MONUMENTED       DOD
 CQ1485  HISTORY     - 1938     MARK NOT FOUND   CGS
 CQ1485  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1485  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1485
 CQ1485                          STATION DESCRIPTION
 CQ1485
 CQ1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1485'3 MI N FROM GRAND BAYOU.
 CQ1485'ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 20 FROM GRAND BAYOU, RED RIVER
 CQ1485'PARISH, ON THE RIGHT BANK OF RED RIVER, ON THE RANDOLPH MORRISON
 CQ1485'PROPERTY, 172 FEET WEST OF THE CENTERLINE OF THE LEVEE, 106 FEET WEST
 CQ1485'OF THE CENTERLINE OF THE HIGHWAY, 7 FEET WEST OF THE SOUTHWEST CORNER
 CQ1485'OF A HOUSE, AND 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CQ1485'CHIMNEY.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1485'STANDARD CAP.
 CQ1485
 CQ1485                          STATION RECOVERY (1969)
 CQ1485
 CQ1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1485'MARK NOT FOUND.
 CQ1485
 CQ1485                          STATION RECOVERY (1977)
 CQ1485
 CQ1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1485'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1510 ***********************************************************************
 CQ1510  DESIGNATION -  C 24 2 BOLT
 CQ1510  PID         -  CQ1510
 CQ1510  STATE/COUNTY-  LA/RED RIVER
 CQ1510  USGS QUAD   -  HARMON (1980)
 CQ1510
 CQ1510                         *CURRENT SURVEY CONTROL
 CQ1510  ___________________________________________________________________
 CQ1510* NAD 83(1986)-  32 02 35.     (N)    093 24 33.     (W)     SCALED    
 CQ1510* NAVD 88     -        40.40   (+/-2cm)     132.5    (feet)  VERTCON   
 CQ1510  ___________________________________________________________________
 CQ1510  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1510
 CQ1510  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1510
 CQ1510.The horizontal coordinates were scaled from a topographic map and have
 CQ1510.an estimated accuracy of +/- 6 seconds.
 CQ1510
 CQ1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1510.The vertical order pertains to the NGVD 29 superseded value.
 CQ1510
 CQ1510.The geoid height was determined by GEOID03.
 CQ1510
 CQ1510;                    North         East    Units  Estimated Accuracy
 CQ1510;SPC LA N     -   171,450.      914,140.      MT  (+/- 180 meters Scaled)
 CQ1510
 CQ1510                          SUPERSEDED SURVEY CONTROL
 CQ1510
 CQ1510  NGVD 29 (??/??/??)   40.462  (m)          132.75   (f) ADJUSTED    1 1
 CQ1510
 CQ1510.Superseded values are not recommended for survey control.
 CQ1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1510.See file dsdata.txt to determine how the superseded data were derived.
 CQ1510
 CQ1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR613452(NAD 83)
 CQ1510_MARKER: B = BOLT
 CQ1510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1510_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1510
 CQ1510  HISTORY     - Date     Condition        Report By
 CQ1510  HISTORY     - UNK      MONUMENTED       DOD
 CQ1510  HISTORY     - 1969     GOOD             CGS
 CQ1510
 CQ1510                          STATION DESCRIPTION
 CQ1510
 CQ1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1510'5.5 MI NW FROM COUSHATTA.
 CQ1510'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1510'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 3.0 MILES NORTHWEST
 CQ1510'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, 0.25 MILE NORTHWEST OF THE
 CQ1510'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 177, 58 1/2 FEET SOUTHWEST
 CQ1510'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHEAST OF THE NORTHEAST
 CQ1510'RAIL OF THE MAIN TRACK OF THE TEXAS AND PACIFIC RAILROAD, 1 FOOT
 CQ1510'SOUTHEAST OF THE GAHAGAN STATION SIGN, ABOUT 1 FOOT ABOVE THE LEVEL OF
 CQ1510'THE HIGHWAY, A COPPER BOLT IN THE TOP OF A STONE ABOUT 4 FEET BELOW
 CQ1510'THE SURFACE OF THE GROUND, AT THE BASE OF A 4-FOOT BY 3-INCH IRON PIPE
 CQ1510'THAT IS SET VERTICALLY OVER THE COPPER BOLT AND PROJECTS 2 INCHES
 CQ1510'ABOVE THE SURFACE OF THE GROUND.  SEC 38, T 12N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1506 ***********************************************************************
 CQ1506  DESIGNATION -  C 24 3 BOLT
 CQ1506  PID         -  CQ1506
 CQ1506  STATE/COUNTY-  LA/RED RIVER
 CQ1506  USGS QUAD   -  HARMON (1980)
 CQ1506
 CQ1506                         *CURRENT SURVEY CONTROL
 CQ1506  ___________________________________________________________________
 CQ1506* NAD 83(1986)-  32 03 55.     (N)    093 25 42.     (W)     SCALED    
 CQ1506* NAVD 88     -        41.19   (+/-2cm)     135.1    (feet)  VERTCON   
 CQ1506  ___________________________________________________________________
 CQ1506  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1506
 CQ1506  VERT ORDER  -  ? (See Below)
 CQ1506
 CQ1506.The horizontal coordinates were scaled from a topographic map and have
 CQ1506.an estimated accuracy of +/- 6 seconds.
 CQ1506
 CQ1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1506.The vertical order pertains to the NGVD 29 superseded value.
 CQ1506
 CQ1506.The geoid height was determined by GEOID03.
 CQ1506
 CQ1506;                    North         East    Units  Estimated Accuracy
 CQ1506;SPC LA N     -   173,930.      912,350.      MT  (+/- 180 meters Scaled)
 CQ1506
 CQ1506                          SUPERSEDED SURVEY CONTROL
 CQ1506
 CQ1506  NGVD 29 (??/??/??)   41.247  (m)          135.32   (f) ADJUSTED    ?  
 CQ1506
 CQ1506.Superseded values are not recommended for survey control.
 CQ1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1506.See file dsdata.txt to determine how the superseded data were derived.
 CQ1506
 CQ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR595477(NAD 83)
 CQ1506_MARKER: B = BOLT
 CQ1506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1506
 CQ1506  HISTORY     - Date     Condition        Report By
 CQ1506  HISTORY     - UNK      MONUMENTED       DOD
 CQ1506  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1506
 CQ1506                          STATION DESCRIPTION
 CQ1506
 CQ1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1506'7.45 MI NW FROM COUSHATTA.
 CQ1506'AT HARMON, RED RIVER PARISH, ON STATE HIGHWAY 20, 94 FEET WEST OF AN
 CQ1506'OIL WELL, 53 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 CQ1506'FEET SOUTH OF THE SOUTH CORNER OF A HOUSE.  A COPPER BOLT, SET IN THE
 CQ1506'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CQ1506'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ1506'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1507 ***********************************************************************
 CQ1507  DESIGNATION -  C 24 3 CAP
 CQ1507  PID         -  CQ1507
 CQ1507  STATE/COUNTY-  LA/RED RIVER
 CQ1507  USGS QUAD   -  HARMON (1980)
 CQ1507
 CQ1507                         *CURRENT SURVEY CONTROL
 CQ1507  ___________________________________________________________________
 CQ1507* NAD 83(1986)-  32 03 56.     (N)    093 25 43.     (W)     SCALED    
 CQ1507* NAVD 88     -        42.40   (+/-2cm)     139.1    (feet)  VERTCON   
 CQ1507  ___________________________________________________________________
 CQ1507  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1507
 CQ1507  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1507
 CQ1507.The horizontal coordinates were scaled from a topographic map and have
 CQ1507.an estimated accuracy of +/- 6 seconds.
 CQ1507
 CQ1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1507.The vertical order pertains to the NGVD 29 superseded value.
 CQ1507
 CQ1507.The geoid height was determined by GEOID03.
 CQ1507
 CQ1507;                    North         East    Units  Estimated Accuracy
 CQ1507;SPC LA N     -   173,960.      912,320.      MT  (+/- 180 meters Scaled)
 CQ1507
 CQ1507                          SUPERSEDED SURVEY CONTROL
 CQ1507
 CQ1507  NGVD 29 (??/??/??)   42.457  (m)          139.29   (f) ADJUSTED    1 1
 CQ1507
 CQ1507.Superseded values are not recommended for survey control.
 CQ1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1507.See file dsdata.txt to determine how the superseded data were derived.
 CQ1507
 CQ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR595477(NAD 83)
 CQ1507_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1507_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1507_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1507_STAMPING: C 24 3 C 24 3
 CQ1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1507
 CQ1507  HISTORY     - Date     Condition        Report By
 CQ1507  HISTORY     - UNK      MONUMENTED       DOD
 CQ1507  HISTORY     - 1969     GOOD             CGS
 CQ1507  HISTORY     - 1977     POOR             NGS
 CQ1507
 CQ1507                          STATION DESCRIPTION
 CQ1507
 CQ1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1507'7.45 MI NW FROM COUSHATTA.
 CQ1507'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1507'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 4.95 MILES NORTHWEST
 CQ1507'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, 0.2 MILE SOUTHEAST OF THE
 CQ1507'POST OFFICE AT HARMON, 167 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 CQ1507'MILEPOST 278, 55 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 200
 CQ1507'FEET SOUTHEAST OF A CEDAR TREE, 73 FEET NORTHWEST OF A POWER POLE, 49
 CQ1507'FEET NORTHWEST OF A CORNER FENCE POST, 5 FEET NORTHEAST OF A FENCE,
 CQ1507'ABOUT LEVEL WITH THE HIGHWAY, A U.S. ENGINEERS CAP ON THE TOP OF A
 CQ1507'3-INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CQ1507'GROUND.  SEC 31, T12N, R 10W.
 CQ1507
 CQ1507                          STATION RECOVERY (1977)
 CQ1507
 CQ1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1507'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1498 ***********************************************************************
 CQ1498  DESIGNATION -  C 24 4 BOLT
 CQ1498  PID         -  CQ1498
 CQ1498  STATE/COUNTY-  LA/RED RIVER
 CQ1498  USGS QUAD   -  HARMON (1980)
 CQ1498
 CQ1498                         *CURRENT SURVEY CONTROL
 CQ1498  ___________________________________________________________________
 CQ1498* NAD 83(1986)-  32 04 46.     (N)    093 27 29.     (W)     SCALED    
 CQ1498* NAVD 88     -        40.83   (+/-2cm)     134.0    (feet)  VERTCON   
 CQ1498  ___________________________________________________________________
 CQ1498  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1498
 CQ1498  VERT ORDER  -  ? (See Below)
 CQ1498
 CQ1498.The horizontal coordinates were scaled from a topographic map and have
 CQ1498.an estimated accuracy of +/- 6 seconds.
 CQ1498
 CQ1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1498.The vertical order pertains to the NGVD 29 superseded value.
 CQ1498
 CQ1498.The geoid height was determined by GEOID03.
 CQ1498
 CQ1498;                    North         East    Units  Estimated Accuracy
 CQ1498;SPC LA N     -   175,520.      909,560.      MT  (+/- 180 meters Scaled)
 CQ1498
 CQ1498                          SUPERSEDED SURVEY CONTROL
 CQ1498
 CQ1498  NGVD 29 (??/??/??)   40.887  (m)          134.14   (f) ADJUSTED    ?  
 CQ1498
 CQ1498.Superseded values are not recommended for survey control.
 CQ1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1498.See file dsdata.txt to determine how the superseded data were derived.
 CQ1498
 CQ1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR567493(NAD 83)
 CQ1498_MARKER: B = BOLT
 CQ1498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1498_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1498
 CQ1498  HISTORY     - Date     Condition        Report By
 CQ1498  HISTORY     - UNK      MONUMENTED       DOD
 CQ1498  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1498  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1498
 CQ1498                          STATION DESCRIPTION
 CQ1498
 CQ1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1498'2 MI NW FROM HARMON.
 CQ1498'ABOUT 2 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM HARMON, RED RIVER
 CQ1498'PARISH, 0.7 MILE SOUTHEAST OF GRAND BAYOU, ON THE RIGHT BANK OF RED
 CQ1498'RIVER, 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 60 FEET
 CQ1498'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTH OF THE
 CQ1498'SOUTH FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 CQ1498'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 CQ1498'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1498
 CQ1498                          STATION RECOVERY (1969)
 CQ1498
 CQ1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1499 ***********************************************************************
 CQ1499  DESIGNATION -  C 24 4 CAP
 CQ1499  PID         -  CQ1499
 CQ1499  STATE/COUNTY-  LA/RED RIVER
 CQ1499  USGS QUAD   -  HARMON (1980)
 CQ1499
 CQ1499                         *CURRENT SURVEY CONTROL
 CQ1499  ___________________________________________________________________
 CQ1499* NAD 83(1986)-  32 04 45.     (N)    093 27 28.     (W)     SCALED    
 CQ1499* NAVD 88     -        42.06   (+/-2cm)     138.0    (feet)  VERTCON   
 CQ1499  ___________________________________________________________________
 CQ1499  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1499
 CQ1499  VERT ORDER  -  ? (See Below)
 CQ1499
 CQ1499.The horizontal coordinates were scaled from a topographic map and have
 CQ1499.an estimated accuracy of +/- 6 seconds.
 CQ1499
 CQ1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1499.The vertical order pertains to the NGVD 29 superseded value.
 CQ1499
 CQ1499.The geoid height was determined by GEOID03.
 CQ1499
 CQ1499;                    North         East    Units  Estimated Accuracy
 CQ1499;SPC LA N     -   175,490.      909,580.      MT  (+/- 180 meters Scaled)
 CQ1499
 CQ1499                          SUPERSEDED SURVEY CONTROL
 CQ1499
 CQ1499  NGVD 29 (??/??/??)   42.123  (m)          138.20   (f) ADJUSTED    ?  
 CQ1499
 CQ1499.Superseded values are not recommended for survey control.
 CQ1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1499.See file dsdata.txt to determine how the superseded data were derived.
 CQ1499
 CQ1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR567493(NAD 83)
 CQ1499_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1499_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1499_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1499
 CQ1499  HISTORY     - Date     Condition        Report By
 CQ1499  HISTORY     - UNK      MONUMENTED       DOD
 CQ1499  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1499  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1499  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1499
 CQ1499                          STATION DESCRIPTION
 CQ1499
 CQ1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1499'2 MI NW FROM HARMON.
 CQ1499'ABOUT 2 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM HARMON, RED RIVER
 CQ1499'PARISH, 0.7 MILE SOUTHEAST OF GRAND BAYOU, ON THE RIGHT BANK OF RED
 CQ1499'RIVER, 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 60 FEET
 CQ1499'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTH OF THE
 CQ1499'SOUTH FENCE CORNER.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 CQ1499'ARMY, STANDARD CAP.
 CQ1499
 CQ1499                          STATION RECOVERY (1969)
 CQ1499
 CQ1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1499'MARK NOT FOUND.
 CQ1499
 CQ1499                          STATION RECOVERY (1977)
 CQ1499
 CQ1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1499'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1494 ***********************************************************************
 CQ1494  DESIGNATION -  C 24 5 BOLT
 CQ1494  PID         -  CQ1494
 CQ1494  STATE/COUNTY-  LA/RED RIVER
 CQ1494  USGS QUAD   -  HARMON (1980)
 CQ1494
 CQ1494                         *CURRENT SURVEY CONTROL
 CQ1494  ___________________________________________________________________
 CQ1494* NAD 83(1986)-  32 04 46.     (N)    093 27 38.     (W)     SCALED    
 CQ1494* NAVD 88     -        41.18   (+/-2cm)     135.1    (feet)  VERTCON   
 CQ1494  ___________________________________________________________________
 CQ1494  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1494
 CQ1494  VERT ORDER  -  ? (See Below)
 CQ1494
 CQ1494.The horizontal coordinates were scaled from a topographic map and have
 CQ1494.an estimated accuracy of +/- 6 seconds.
 CQ1494
 CQ1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1494.The vertical order pertains to the NGVD 29 superseded value.
 CQ1494
 CQ1494.The geoid height was determined by GEOID03.
 CQ1494
 CQ1494;                    North         East    Units  Estimated Accuracy
 CQ1494;SPC LA N     -   175,520.      909,320.      MT  (+/- 180 meters Scaled)
 CQ1494
 CQ1494                          SUPERSEDED SURVEY CONTROL
 CQ1494
 CQ1494  NGVD 29 (??/??/??)   41.242  (m)          135.31   (f) ADJUSTED    ?  
 CQ1494
 CQ1494.Superseded values are not recommended for survey control.
 CQ1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1494.See file dsdata.txt to determine how the superseded data were derived.
 CQ1494
 CQ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR565493(NAD 83)
 CQ1494_MARKER: B = BOLT
 CQ1494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1494_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1494
 CQ1494  HISTORY     - Date     Condition        Report By
 CQ1494  HISTORY     - UNK      MONUMENTED       DOD
 CQ1494  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1494  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1494
 CQ1494                          STATION DESCRIPTION
 CQ1494
 CQ1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1494'2.2 MI NW FROM HARMON.
 CQ1494'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM HARMON, RED RIVER
 CQ1494'PARISH, 0.5 MILE SOUTHEAST OF GRAND BAYOU, ON THE RIGHT BANK OF RED
 CQ1494'RIVER, 45 FEET NORTHEAST OF THE CENTERLINE OF THE TEXAS AND PACIFIC
 CQ1494'RAILWAY TRACK, 41 FEET SOUTHEAST OF A GAS METER, 30 FEET SOUTHWEST OF
 CQ1494'THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ1494'A ROAD LEADING TO THE HIGHWAY, AND 5 FEET SOUTH OF THE NORTH CORNER OF
 CQ1494'THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE
 CQ1494'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ1494'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1494
 CQ1494                          STATION RECOVERY (1969)
 CQ1494
 CQ1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1495 ***********************************************************************
 CQ1495  DESIGNATION -  C 24 5 CAP
 CQ1495  PID         -  CQ1495
 CQ1495  STATE/COUNTY-  LA/RED RIVER
 CQ1495  USGS QUAD   -  HARMON (1980)
 CQ1495
 CQ1495                         *CURRENT SURVEY CONTROL
 CQ1495  ___________________________________________________________________
 CQ1495* NAD 83(1986)-  32 04 47.     (N)    093 27 38.     (W)     SCALED    
 CQ1495* NAVD 88     -        42.41   (+/-2cm)     139.1    (feet)  VERTCON   
 CQ1495  ___________________________________________________________________
 CQ1495  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1495
 CQ1495  VERT ORDER  -  ? (See Below)
 CQ1495
 CQ1495.The horizontal coordinates were scaled from a topographic map and have
 CQ1495.an estimated accuracy of +/- 6 seconds.
 CQ1495
 CQ1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1495.The vertical order pertains to the NGVD 29 superseded value.
 CQ1495
 CQ1495.The geoid height was determined by GEOID03.
 CQ1495
 CQ1495;                    North         East    Units  Estimated Accuracy
 CQ1495;SPC LA N     -   175,550.      909,320.      MT  (+/- 180 meters Scaled)
 CQ1495
 CQ1495                          SUPERSEDED SURVEY CONTROL
 CQ1495
 CQ1495  NGVD 29 (??/??/??)   42.469  (m)          139.33   (f) ADJUSTED    ?  
 CQ1495
 CQ1495.Superseded values are not recommended for survey control.
 CQ1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1495.See file dsdata.txt to determine how the superseded data were derived.
 CQ1495
 CQ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR565493(NAD 83)
 CQ1495_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1495_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1495_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1495
 CQ1495  HISTORY     - Date     Condition        Report By
 CQ1495  HISTORY     - UNK      MONUMENTED       DOD
 CQ1495  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1495  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1495  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1495
 CQ1495                          STATION DESCRIPTION
 CQ1495
 CQ1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1495'2.2 MI NW FROM HARMON.
 CQ1495'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM HARMON, RED RIVER
 CQ1495'PARISH, 0.5 MILE SOUTHEAST OF GRAND BAYOU, ON THE RIGHT BANK OF RED
 CQ1495'RIVER, 45 FEET NORTHEAST OF THE CENTERLINE OF THE TEXAS AND PACIFIC
 CQ1495'RAILWAY TRACK, 41 FEET SOUTHEAST OF A GAS METER, 30 FEET SOUTHWEST OF
 CQ1495'THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ1495'A ROAD LEADING TO THE HIGHWAY, AND 5 FEET SOUTH OF THE NORTH CORNER OF
 CQ1495'THE RIGHT-OF-WAY FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 CQ1495'U.S. ARMY, STANDARD CAP.
 CQ1495
 CQ1495                          STATION RECOVERY (1969)
 CQ1495
 CQ1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1495'MARK NOT FOUND.
 CQ1495
 CQ1495                          STATION RECOVERY (1977)
 CQ1495
 CQ1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1495'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1571 ***********************************************************************
 CQ1571  DESIGNATION -  C 24 6 BOLT
 CQ1571  PID         -  CQ1571
 CQ1571  STATE/COUNTY-  LA/RED RIVER
 CQ1571  USGS QUAD   -  HARMON (1980)
 CQ1571
 CQ1571                         *CURRENT SURVEY CONTROL
 CQ1571  ___________________________________________________________________
 CQ1571* NAD 83(1986)-  32 05 47.     (N)    093 27 34.     (W)     SCALED    
 CQ1571* NAVD 88     -        41.60   (+/-2cm)     136.5    (feet)  VERTCON   
 CQ1571  ___________________________________________________________________
 CQ1571  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1571
 CQ1571  VERT ORDER  -  ? (See Below)
 CQ1571
 CQ1571.The horizontal coordinates were scaled from a topographic map and have
 CQ1571.an estimated accuracy of +/- 6 seconds.
 CQ1571
 CQ1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1571.The vertical order pertains to the NGVD 29 superseded value.
 CQ1571
 CQ1571.The geoid height was determined by GEOID03.
 CQ1571
 CQ1571;                    North         East    Units  Estimated Accuracy
 CQ1571;SPC LA N     -   177,400.      909,440.      MT  (+/- 180 meters Scaled)
 CQ1571
 CQ1571                          SUPERSEDED SURVEY CONTROL
 CQ1571
 CQ1571  NGVD 29 (??/??/??)   41.660  (m)          136.68   (f) ADJUSTED    ?  
 CQ1571
 CQ1571.Superseded values are not recommended for survey control.
 CQ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1571.See file dsdata.txt to determine how the superseded data were derived.
 CQ1571
 CQ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR566512(NAD 83)
 CQ1571_MARKER: B = BOLT
 CQ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1571_SP_SET: STONE
 CQ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1571+STABILITY: SURFACE MOTION
 CQ1571
 CQ1571  HISTORY     - Date     Condition        Report By
 CQ1571  HISTORY     - UNK      MONUMENTED       DOD
 CQ1571  HISTORY     - 1969     GOOD             CGS
 CQ1571
 CQ1571                          STATION DESCRIPTION
 CQ1571
 CQ1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1571'11.05 MI NW FROM COUSHATTA.
 CQ1571'AT GRAND BAYOU, RED RIVER PARISH, NORTH OF THE PUBLIC SCHOOL, IN THE
 CQ1571'REAR OF THE D. ATKINS RESIDENCE, 110 FEET NORTHWEST OF THE CENTERLINE
 CQ1571'OF OLD STATE HIGHWAY 20, 50 FEET WEST OF THE SOUTHWEST CORNER OF THE
 CQ1571'RESIDENCE, 20 FEET SOUTH OF A WASH HOUSE, AND 3 FEET NORTHEAST OF THE
 CQ1571'WEST CORNER OF THE YARD.  A COPPER BOLT, SET IN THE TOP OF A STONE
 CQ1571'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ1571'BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1572 ***********************************************************************
 CQ1572  DESIGNATION -  C 24 6 CAP
 CQ1572  PID         -  CQ1572
 CQ1572  STATE/COUNTY-  LA/RED RIVER
 CQ1572  USGS QUAD   -  HARMON (1980)
 CQ1572
 CQ1572                         *CURRENT SURVEY CONTROL
 CQ1572  ___________________________________________________________________
 CQ1572* NAD 83(1986)-  32 05 43.     (N)    093 27 39.     (W)     SCALED    
 CQ1572* NAVD 88     -        42.911  (meters)     140.78   (feet)  ADJUSTED  
 CQ1572  ___________________________________________________________________
 CQ1572  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1572  DYNAMIC HT  -          42.862 (meters)     140.62  (feet)  COMP
 CQ1572  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CQ1572
 CQ1572  VERT ORDER  -  FIRST     CLASS I
 CQ1572
 CQ1572.The horizontal coordinates were scaled from a topographic map and have
 CQ1572.an estimated accuracy of +/- 6 seconds.
 CQ1572
 CQ1572.The orthometric height was determined by differential leveling
 CQ1572.and adjusted by the National Geodetic Survey in February 1994..
 CQ1572
 CQ1572.The geoid height was determined by GEOID03.
 CQ1572
 CQ1572.The dynamic height is computed by dividing the NAVD 88
 CQ1572.geopotential number by the normal gravity value computed on the
 CQ1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1572.degrees latitude (g = 980.6199 gals.).
 CQ1572
 CQ1572.The modeled gravity was interpolated from observed gravity values.
 CQ1572
 CQ1572;                    North         East    Units  Estimated Accuracy
 CQ1572;SPC LA N     -   177,280.      909,310.      MT  (+/- 180 meters Scaled)
 CQ1572
 CQ1572                          SUPERSEDED SURVEY CONTROL
 CQ1572
 CQ1572  NAVD 88 (06/15/91)   42.910  (m)          140.78   (f) UNKNOWN     1 1
 CQ1572  NGVD 29 (??/??/??)   42.969  (m)          140.97   (f) ADJUSTED    1 1
 CQ1572
 CQ1572.Superseded values are not recommended for survey control.
 CQ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1572.See file dsdata.txt to determine how the superseded data were derived.
 CQ1572
 CQ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR565510(NAD 83)
 CQ1572_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1572_SP_SET: PIPE
 CQ1572_STAMPING: C 24 6 C 24 6
 CQ1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1572
 CQ1572  HISTORY     - Date     Condition        Report By
 CQ1572  HISTORY     - UNK      MONUMENTED       DOD
 CQ1572  HISTORY     - 1969     GOOD             CGS
 CQ1572  HISTORY     - 1977     GOOD             NGS
 CQ1572
 CQ1572                          STATION DESCRIPTION
 CQ1572
 CQ1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1572'11.05 MI NW FROM COUSHATTA.
 CQ1572'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1572'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 7.45 MILES NORTHWEST
 CQ1572'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 1.1 MILES NORTHEAST
 CQ1572'ALONG A PAVED ROAD, 116 FEET WEST OF THE CENTER LINE OF THE ROAD, 41
 CQ1572'1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 37 FEET
 CQ1572'WEST OF A POWER POLE WHICH BEARS A TRANSFORMER, 35 FEET SOUTHWEST OF A
 CQ1572'54-INCH OAK TREE, 20 FEET WEST OF A 24-INCH SYCAMORE TREE, 3 1/2 FEET
 CQ1572'NORTH OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A U.S.
 CQ1572'ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 8 INCHES
 CQ1572'ABOVE THE SURFACE OF THE GROUND.  SEC 23, T 13N, R 11W.
 CQ1572
 CQ1572                          STATION RECOVERY (1977)
 CQ1572
 CQ1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1577 ***********************************************************************
 CQ1577  DESIGNATION -  C 24 7 BOLT
 CQ1577  PID         -  CQ1577
 CQ1577  STATE/COUNTY-  LA/RED RIVER
 CQ1577  USGS QUAD   -  EAST POINT (1979)
 CQ1577
 CQ1577                         *CURRENT SURVEY CONTROL
 CQ1577  ___________________________________________________________________
 CQ1577* NAD 83(1986)-  32 09 27.     (N)    093 27 00.     (W)     SCALED    
 CQ1577* NAVD 88     -        42.03   (+/-2cm)     137.9    (feet)  VERTCON   
 CQ1577  ___________________________________________________________________
 CQ1577  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1577
 CQ1577  VERT ORDER  -  ? (See Below)
 CQ1577
 CQ1577.The horizontal coordinates were scaled from a topographic map and have
 CQ1577.an estimated accuracy of +/- 6 seconds.
 CQ1577
 CQ1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1577.The vertical order pertains to the NGVD 29 superseded value.
 CQ1577
 CQ1577.The geoid height was determined by GEOID03.
 CQ1577
 CQ1577;                    North         East    Units  Estimated Accuracy
 CQ1577;SPC LA N     -   184,170.      910,390.      MT  (+/- 180 meters Scaled)
 CQ1577
 CQ1577                          SUPERSEDED SURVEY CONTROL
 CQ1577
 CQ1577  NGVD 29 (??/??/??)   42.090  (m)          138.09   (f) ADJUSTED    ?  
 CQ1577
 CQ1577.Superseded values are not recommended for survey control.
 CQ1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1577.See file dsdata.txt to determine how the superseded data were derived.
 CQ1577
 CQ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR575579(NAD 83)
 CQ1577_MARKER: B = BOLT
 CQ1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1577_SP_SET: STONE
 CQ1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1577+STABILITY: SURFACE MOTION
 CQ1577
 CQ1577  HISTORY     - Date     Condition        Report By
 CQ1577  HISTORY     - UNK      MONUMENTED       DOD
 CQ1577  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1577  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1577
 CQ1577                          STATION DESCRIPTION
 CQ1577
 CQ1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1577'2 MI SE FROM WESTDALE.
 CQ1577'ABOUT 2 MILES SOUTHEAST ALONG ROADS FROM WESTDALE, RED RIVER PARISH,
 CQ1577'ON THE RIGHT BANK OF RED RIVER, 443 FEET SOUTH OF LEVEE STATION
 CQ1577'351+34.7, 9 FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTHWEST
 CQ1577'OF A FENCE CORNER, AND 3 FEET SOUTH OF THE FENCE.  A COPPER BOLT, SET
 CQ1577'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 CQ1577'HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1577'STANDARD CAP.
 CQ1577
 CQ1577                          STATION RECOVERY (1969)
 CQ1577
 CQ1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1578 ***********************************************************************
 CQ1578  DESIGNATION -  C 24 7 CAP
 CQ1578  PID         -  CQ1578
 CQ1578  STATE/COUNTY-  LA/RED RIVER
 CQ1578  USGS QUAD   -  EAST POINT (1979)
 CQ1578
 CQ1578                         *CURRENT SURVEY CONTROL
 CQ1578  ___________________________________________________________________
 CQ1578* NAD 83(1986)-  32 09 27.     (N)    093 27 00.     (W)     SCALED    
 CQ1578* NAVD 88     -        43.27   (+/-2cm)     142.0    (feet)  VERTCON   
 CQ1578  ___________________________________________________________________
 CQ1578  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1578
 CQ1578  VERT ORDER  -  ? (See Below)
 CQ1578
 CQ1578.The horizontal coordinates were scaled from a topographic map and have
 CQ1578.an estimated accuracy of +/- 6 seconds.
 CQ1578
 CQ1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1578.The vertical order pertains to the NGVD 29 superseded value.
 CQ1578
 CQ1578.The geoid height was determined by GEOID03.
 CQ1578
 CQ1578;                    North         East    Units  Estimated Accuracy
 CQ1578;SPC LA N     -   184,170.      910,390.      MT  (+/- 180 meters Scaled)
 CQ1578
 CQ1578                          SUPERSEDED SURVEY CONTROL
 CQ1578
 CQ1578  NGVD 29 (??/??/??)   43.322  (m)          142.13   (f) ADJUSTED    ?  
 CQ1578
 CQ1578.Superseded values are not recommended for survey control.
 CQ1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1578.See file dsdata.txt to determine how the superseded data were derived.
 CQ1578
 CQ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR575579(NAD 83)
 CQ1578_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1578_SP_SET: PIPE
 CQ1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1578
 CQ1578  HISTORY     - Date     Condition        Report By
 CQ1578  HISTORY     - UNK      MONUMENTED       DOD
 CQ1578  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1578  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1578  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1578
 CQ1578                          STATION DESCRIPTION
 CQ1578
 CQ1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1578'2 MI SE FROM WESTDALE.
 CQ1578'ABOUT 2 MILES SOUTHEAST ALONG ROADS FROM WESTDALE, RED RIVER PARISH,
 CQ1578'ON THE RIGHT BANK OF RED RIVER, 443 FEET SOUTH OF LEVEE STATION
 CQ1578'351+34.7, 9 FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTHWEST
 CQ1578'OF A FENCE CORNER, AND 3 FEET SOUTH OF THE FENCE. ABOUT 3 FEET UNDER
 CQ1578'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ1578'ENGINEERS, U.S. ARMY, STANDARD CAP. WHICH IS HAD THROUGH AN IRON PIPE
 CQ1578'BEARING A CORPS OF
 CQ1578
 CQ1578                          STATION RECOVERY (1969)
 CQ1578
 CQ1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1578'MARK NOT FOUND.
 CQ1578
 CQ1578                          STATION RECOVERY (1977)
 CQ1578
 CQ1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1578'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1574 ***********************************************************************
 CQ1574  DESIGNATION -  C 24 8 BOLT
 CQ1574  PID         -  CQ1574
 CQ1574  STATE/COUNTY-  LA/RED RIVER
 CQ1574  USGS QUAD   -  EAST POINT (1979)
 CQ1574
 CQ1574                         *CURRENT SURVEY CONTROL
 CQ1574  ___________________________________________________________________
 CQ1574* NAD 83(1986)-  32 09 28.     (N)    093 26 51.     (W)     SCALED    
 CQ1574* NAVD 88     -        41.41   (+/-2cm)     135.9    (feet)  VERTCON   
 CQ1574  ___________________________________________________________________
 CQ1574  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1574
 CQ1574  VERT ORDER  -  ? (See Below)
 CQ1574
 CQ1574.The horizontal coordinates were scaled from a topographic map and have
 CQ1574.an estimated accuracy of +/- 6 seconds.
 CQ1574
 CQ1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1574.The vertical order pertains to the NGVD 29 superseded value.
 CQ1574
 CQ1574.The geoid height was determined by GEOID03.
 CQ1574
 CQ1574;                    North         East    Units  Estimated Accuracy
 CQ1574;SPC LA N     -   184,200.      910,630.      MT  (+/- 180 meters Scaled)
 CQ1574
 CQ1574                          SUPERSEDED SURVEY CONTROL
 CQ1574
 CQ1574  NGVD 29 (??/??/??)   41.470  (m)          136.06   (f) ADJUSTED    ?  
 CQ1574
 CQ1574.Superseded values are not recommended for survey control.
 CQ1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1574.See file dsdata.txt to determine how the superseded data were derived.
 CQ1574
 CQ1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR578580(NAD 83)
 CQ1574_MARKER: B = BOLT
 CQ1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1574_SP_SET: STONE
 CQ1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1574+STABILITY: SURFACE MOTION
 CQ1574
 CQ1574  HISTORY     - Date     Condition        Report By
 CQ1574  HISTORY     - UNK      MONUMENTED       DOD
 CQ1574  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1574  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1574
 CQ1574                          STATION DESCRIPTION
 CQ1574
 CQ1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1574'2 MI SE FROM WESTDALE.
 CQ1574'ABOUT 2 MILES SOUTHEAST ALONG ROADS FROM WESTDALE, RED RIVER PARISH,
 CQ1574'ON THE RIGHT BANK OF RED RIVER, ABOUT 630 FEET SOUTH OF THE LEVEE, 8
 CQ1574'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET SOUTH OF AN ANGLE
 CQ1574'IN A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CQ1574'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 CQ1574'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1574
 CQ1574                          STATION RECOVERY (1969)
 CQ1574
 CQ1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1575 ***********************************************************************
 CQ1575  DESIGNATION -  C 24 8 CAP
 CQ1575  PID         -  CQ1575
 CQ1575  STATE/COUNTY-  LA/RED RIVER
 CQ1575  USGS QUAD   -  EAST POINT (1979)
 CQ1575
 CQ1575                         *CURRENT SURVEY CONTROL
 CQ1575  ___________________________________________________________________
 CQ1575* NAD 83(1986)-  32 09 28.     (N)    093 26 51.     (W)     SCALED    
 CQ1575* NAVD 88     -        42.75   (+/-2cm)     140.3    (feet)  VERTCON   
 CQ1575  ___________________________________________________________________
 CQ1575  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1575
 CQ1575  VERT ORDER  -  ? (See Below)
 CQ1575
 CQ1575.The horizontal coordinates were scaled from a topographic map and have
 CQ1575.an estimated accuracy of +/- 6 seconds.
 CQ1575
 CQ1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1575.The vertical order pertains to the NGVD 29 superseded value.
 CQ1575
 CQ1575.The geoid height was determined by GEOID03.
 CQ1575
 CQ1575;                    North         East    Units  Estimated Accuracy
 CQ1575;SPC LA N     -   184,200.      910,630.      MT  (+/- 180 meters Scaled)
 CQ1575
 CQ1575                          SUPERSEDED SURVEY CONTROL
 CQ1575
 CQ1575  NGVD 29 (??/??/??)   42.809  (m)          140.45   (f) ADJUSTED    ?  
 CQ1575
 CQ1575.Superseded values are not recommended for survey control.
 CQ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1575.See file dsdata.txt to determine how the superseded data were derived.
 CQ1575
 CQ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR578580(NAD 83)
 CQ1575_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1575_SP_SET: PIPE
 CQ1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1575
 CQ1575  HISTORY     - Date     Condition        Report By
 CQ1575  HISTORY     - UNK      MONUMENTED       DOD
 CQ1575  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1575  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1575  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1575
 CQ1575                          STATION DESCRIPTION
 CQ1575
 CQ1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1575'2 MI SE FROM WESTDALE.
 CQ1575'ABOUT 2 MILES SOUTHEAST ALONG ROADS FROM WESTDALE, RED RIVER PARISH,
 CQ1575'ON THE RIGHT BANK OF RED RIVER, ABOUT 630 FEET SOUTH OF THE LEVEE, 8
 CQ1575'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET SOUTH OF AN ANGLE
 CQ1575'IN A FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1575'STANDARD CAP.
 CQ1575
 CQ1575                          STATION RECOVERY (1969)
 CQ1575
 CQ1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1575'MARK NOT FOUND.
 CQ1575
 CQ1575                          STATION RECOVERY (1977)
 CQ1575
 CQ1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1575'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1469 ***********************************************************************
 CQ1469  DESIGNATION -  C 24 9 BOLT
 CQ1469  PID         -  CQ1469
 CQ1469  STATE/COUNTY-  LA/RED RIVER
 CQ1469  USGS QUAD   -  EAST POINT (1979)
 CQ1469
 CQ1469                         *CURRENT SURVEY CONTROL
 CQ1469  ___________________________________________________________________
 CQ1469* NAD 83(1986)-  32 11 39.     (N)    093 28 51.     (W)     SCALED    
 CQ1469* NAVD 88     -        42.79   (+/-2cm)     140.4    (feet)  VERTCON   
 CQ1469  ___________________________________________________________________
 CQ1469  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1469
 CQ1469  VERT ORDER  -  ? (See Below)
 CQ1469
 CQ1469.The horizontal coordinates were scaled from a topographic map and have
 CQ1469.an estimated accuracy of +/- 6 seconds.
 CQ1469
 CQ1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1469.The vertical order pertains to the NGVD 29 superseded value.
 CQ1469
 CQ1469.The geoid height was determined by GEOID03.
 CQ1469
 CQ1469;                    North         East    Units  Estimated Accuracy
 CQ1469;SPC LA N     -   188,260.      907,520.      MT  (+/- 180 meters Scaled)
 CQ1469
 CQ1469                          SUPERSEDED SURVEY CONTROL
 CQ1469
 CQ1469  NGVD 29 (??/??/??)   42.838  (m)          140.54   (f) ADJUSTED    ?  
 CQ1469
 CQ1469.Superseded values are not recommended for survey control.
 CQ1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1469.See file dsdata.txt to determine how the superseded data were derived.
 CQ1469
 CQ1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR546620(NAD 83)
 CQ1469_MARKER: B = BOLT
 CQ1469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1469_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1469
 CQ1469  HISTORY     - Date     Condition        Report By
 CQ1469  HISTORY     - UNK      MONUMENTED       DOD
 CQ1469  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1469
 CQ1469                          STATION DESCRIPTION
 CQ1469
 CQ1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1469'18.05 MI NW FROM COUSHATTA.
 CQ1469'AT WILLIAMS, RED RIVER PARISH, 49 FEET NORTH OF THE NORTH CORNER OF
 CQ1469'THE TEXAS AND PACIFIC RAILWAY STATION, 55 FEET WEST OF THE CENTERLINE
 CQ1469'OF STATE HIGHWAY 20, 48 FEET EAST OF TELEPHONE POLE 10289, 15 FEET
 CQ1469'EAST OF THE CENTERLINE OF THE TRACK, AND 6 FEET NORTH OF THE PASSENGER
 CQ1469'PLATFORM.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 CQ1469'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ1469'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1470 ***********************************************************************
 CQ1470  DESIGNATION -  C 24 9 CAP
 CQ1470  PID         -  CQ1470
 CQ1470  STATE/COUNTY-  LA/RED RIVER
 CQ1470  USGS QUAD   -  EAST POINT (1979)
 CQ1470
 CQ1470                         *CURRENT SURVEY CONTROL
 CQ1470  ___________________________________________________________________
 CQ1470* NAD 83(1986)-  32 11 39.     (N)    093 28 53.     (W)     SCALED    
 CQ1470* NAVD 88     -        44.004  (meters)     144.37   (feet)  ADJUSTED  
 CQ1470  ___________________________________________________________________
 CQ1470  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1470  DYNAMIC HT  -          43.953 (meters)     144.20  (feet)  COMP
 CQ1470  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CQ1470
 CQ1470  VERT ORDER  -  FIRST     CLASS I
 CQ1470
 CQ1470.The horizontal coordinates were scaled from a topographic map and have
 CQ1470.an estimated accuracy of +/- 6 seconds.
 CQ1470
 CQ1470.The orthometric height was determined by differential leveling
 CQ1470.and adjusted by the National Geodetic Survey in February 1994..
 CQ1470
 CQ1470.The geoid height was determined by GEOID03.
 CQ1470
 CQ1470.The dynamic height is computed by dividing the NAVD 88
 CQ1470.geopotential number by the normal gravity value computed on the
 CQ1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1470.degrees latitude (g = 980.6199 gals.).
 CQ1470
 CQ1470.The modeled gravity was interpolated from observed gravity values.
 CQ1470
 CQ1470;                    North         East    Units  Estimated Accuracy
 CQ1470;SPC LA N     -   188,260.      907,470.      MT  (+/- 180 meters Scaled)
 CQ1470
 CQ1470                          SUPERSEDED SURVEY CONTROL
 CQ1470
 CQ1470  NAVD 88 (06/15/91)   44.003  (m)          144.37   (f) UNKNOWN     1 1
 CQ1470  NGVD 29 (??/??/??)   44.056  (m)          144.54   (f) ADJUSTED    1 1
 CQ1470
 CQ1470.Superseded values are not recommended for survey control.
 CQ1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1470.See file dsdata.txt to determine how the superseded data were derived.
 CQ1470
 CQ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR546620(NAD 83)
 CQ1470_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1470_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1470_STAMPING: C 24 9 C 24 9
 CQ1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1470
 CQ1470  HISTORY     - Date     Condition        Report By
 CQ1470  HISTORY     - UNK      MONUMENTED       DOD
 CQ1470  HISTORY     - 1969     GOOD             CGS
 CQ1470  HISTORY     - 1977     GOOD             NGS
 CQ1470
 CQ1470                          STATION DESCRIPTION
 CQ1470
 CQ1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1470'18.05 MI NW FROM COUSHATTA.
 CQ1470'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1470'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1470'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 7.5 MILES NORTH
 CQ1470'ALONG STATE HIGHWAY 1, 129 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 CQ1470'THE NORTHWEST CORNER OF A STORE, 59 FEET WEST OF THE CENTER LINE OF
 CQ1470'THE HIGHWAY, 14 1/2 FEET EAST OF THE EAST RAIL OF THE TEXAS AND
 CQ1470'PACIFIC RAILROAD, 116 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD,
 CQ1470'50 FEET EAST AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 10289, 41
 CQ1470'1/2 FEET NORTHWEST OF A TELEPHONE POLE, 2 1/2 FEET ABOVE THE LEVEL OF
 CQ1470'THE HIGHWAY, 2 FEET BELOW THE LEVEL OF THE TRACK, A U.S. ENGINEERS CAP
 CQ1470'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 5 INCHES ABOVE THE
 CQ1470'SURFACE OF THE GROUND.  SEC 15, T 14N, R 11W.
 CQ1470
 CQ1470                          STATION RECOVERY (1977)
 CQ1470
 CQ1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3369 ***********************************************************************
 CP3369  DESIGNATION -  C 24 RESET
 CP3369  PID         -  CP3369
 CP3369  STATE/COUNTY-  LA/MOREHOUSE
 CP3369  USGS QUAD   -  GOODWILL (1988)
 CP3369
 CP3369                         *CURRENT SURVEY CONTROL
 CP3369  ___________________________________________________________________
 CP3369* NAD 83(1986)-  32 46 11.     (N)    091 35 40.     (W)     SCALED    
 CP3369* NAVD 88     -        30.142  (meters)      98.89   (feet)  ADJUSTED  
 CP3369  ___________________________________________________________________
 CP3369  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CP3369  DYNAMIC HT  -          30.109 (meters)      98.78  (feet)  COMP
 CP3369  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 CP3369
 CP3369  VERT ORDER  -  SECOND    CLASS I
 CP3369
 CP3369.The horizontal coordinates were scaled from a topographic map and have
 CP3369.an estimated accuracy of +/- 6 seconds.
 CP3369
 CP3369.The orthometric height was determined by differential leveling
 CP3369.and adjusted by the National Geodetic Survey in July 1998..
 CP3369
 CP3369.The geoid height was determined by GEOID03.
 CP3369
 CP3369.The dynamic height is computed by dividing the NAVD 88
 CP3369.geopotential number by the normal gravity value computed on the
 CP3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3369.degrees latitude (g = 980.6199 gals.).
 CP3369
 CP3369.The modeled gravity was interpolated from observed gravity values.
 CP3369
 CP3369;                    North         East    Units  Estimated Accuracy
 CP3369;SPC LA N     -   252,020.    1,084,850.      MT  (+/- 180 meters Scaled)
 CP3369
 CP3369                          SUPERSEDED SURVEY CONTROL
 CP3369
 CP3369.No superseded survey control is available for this station.
 CP3369
 CP3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS316266(NAD 83)
 CP3369_MARKER: DB = BENCH MARK DISK
 CP3369_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CP3369+WITH SETTING: INFORMATION.
 CP3369_SP_SET: SHALLOW-SET METAL ROD
 CP3369_STAMPING: C 24 RESET 1977
 CP3369_MARK LOGO: NGS   
 CP3369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3369
 CP3369  HISTORY     - Date     Condition        Report By
 CP3369  HISTORY     - 1977     MONUMENTED       NGS
 CP3369  HISTORY     - 1986     GOOD             LADTD
 CP3369
 CP3369                          STATION DESCRIPTION
 CP3369
 CP3369'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3369'26.1 KM (16.2 MI) WEST FROM OAK GROVE.
 CP3369'ABOUT 26.1 KM (16.2 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3369'OAK GROVE TO THE BENCH MARK ON THE SOUTH SIDE OF THE HIGHWAY JUST EAST
 CP3369'OF THE BOUEF RIVER, 20.4 METERS (67 FEET) EAST OF THE EAST BANK OF THE
 CP3369'BOUEF RIVER, 87.5 METERS (287 FEET) SOUTH OF THE CENTERLINE OF THE
 CP3369'HIGHWAY, 10.1 METERS (33 FEET) WEST OF THE CENTERLINE OF A DRIVEWAY
 CP3369'INTO A MOBILE HOME AND 0.3 METER (1 FOOT) EAST OF A POWER POLE.
 CP3369'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1030 ***********************************************************************
 BX1030  DESIGNATION -  C 2403 LAGS
 BX1030  PID         -  BX1030
 BX1030  STATE/COUNTY-  LA/RAPIDES
 BX1030  USGS QUAD   -  LENA (1992)
 BX1030
 BX1030                         *CURRENT SURVEY CONTROL
 BX1030  ___________________________________________________________________
 BX1030* NAD 83(1986)-  31 27 33.     (N)    092 46 07.     (W)     SCALED    
 BX1030* NAVD 88     -        39.28   (+/-2cm)     128.9    (feet)  VERTCON   
 BX1030  ___________________________________________________________________
 BX1030  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX1030
 BX1030  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1030
 BX1030.The horizontal coordinates were scaled from a topographic map and have
 BX1030.an estimated accuracy of +/- 6 seconds.
 BX1030
 BX1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1030.The vertical order pertains to the NGVD 29 superseded value.
 BX1030
 BX1030.The geoid height was determined by GEOID03.
 BX1030
 BX1030;                    North         East    Units  Estimated Accuracy
 BX1030;SPC LA N     -   106,380.      974,470.      MT  (+/- 180 meters Scaled)
 BX1030
 BX1030                          SUPERSEDED SURVEY CONTROL
 BX1030
 BX1030  NGVD 29 (??/??/??)   39.292  (m)          128.91   (f) ADJUSTED    1 2
 BX1030
 BX1030.Superseded values are not recommended for survey control.
 BX1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1030.See file dsdata.txt to determine how the superseded data were derived.
 BX1030
 BX1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ219805(NAD 83)
 BX1030_MARKER: DD = SURVEY DISK
 BX1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1030_STAMPING: C 2403
 BX1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1030+STABILITY: SURFACE MOTION
 BX1030
 BX1030  HISTORY     - Date     Condition        Report By
 BX1030  HISTORY     - UNK      MONUMENTED       LAGS
 BX1030  HISTORY     - 1962     MARK NOT FOUND   CGS
 BX1030  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1030
 BX1030                          STATION DESCRIPTION
 BX1030
 BX1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1030'IN LENA.
 BX1030'AT LENA, RAPIDES PARISH, ABOUT 0.1 MILE SOUTHEAST OF THE BEEBES STORE,
 BX1030'40 FEET SOUTHWEST OF THE CENTERLINE OF THE STATE HIGHWAY 20, AND 12
 BX1030'FEET IN FRONT OF A LARGE BILLBOARD.  A STATE SURVEY DISK, STAMPED C
 BX1030'2403 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE AREA HAVE BEEN
 BX1030'A AND IS AT PRESENT USED TO STOCK PILE GRAVEL.  THE AREA AROUND THE
 BX1030'GRAVEL PIT HAS BEEN LEVELED WITH HEAVY EQUIPMENT.
 BX1030
 BX1030                          STATION RECOVERY (1999)
 BX1030
 BX1030'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1137 ***********************************************************************
 BX1137  DESIGNATION -  C 2418 LAGS
 BX1137  PID         -  BX1137
 BX1137  STATE/COUNTY-  LA/RAPIDES
 BX1137  USGS QUAD   -  BOYCE (1992)
 BX1137
 BX1137                         *CURRENT SURVEY CONTROL
 BX1137  ___________________________________________________________________
 BX1137* NAD 83(1986)-  31 24 46.     (N)    092 42 41.     (W)     SCALED    
 BX1137* NAVD 88     -        40.34   (+/-2cm)     132.3    (feet)  VERTCON   
 BX1137  ___________________________________________________________________
 BX1137  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1137
 BX1137  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1137
 BX1137.The horizontal coordinates were scaled from a topographic map and have
 BX1137.an estimated accuracy of +/- 6 seconds.
 BX1137
 BX1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1137.The vertical order pertains to the NGVD 29 superseded value.
 BX1137
 BX1137.The geoid height was determined by GEOID03.
 BX1137
 BX1137;                    North         East    Units  Estimated Accuracy
 BX1137;SPC LA N     -   101,230.      979,900.      MT  (+/- 180 meters Scaled)
 BX1137
 BX1137                          SUPERSEDED SURVEY CONTROL
 BX1137
 BX1137  NGVD 29 (??/??/??)   40.343  (m)          132.36   (f) ADJUSTED    1 2
 BX1137
 BX1137.Superseded values are not recommended for survey control.
 BX1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1137.See file dsdata.txt to determine how the superseded data were derived.
 BX1137
 BX1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ274753(NAD 83)
 BX1137_MARKER: DD = SURVEY DISK
 BX1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1137_STAMPING: C 2418
 BX1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1137+STABILITY: SURFACE MOTION
 BX1137
 BX1137  HISTORY     - Date     Condition        Report By
 BX1137  HISTORY     - UNK      MONUMENTED       LAGS
 BX1137  HISTORY     - 1968     GOOD             LADTD
 BX1137  HISTORY     - 1977     POOR             NGS
 BX1137
 BX1137                          STATION DESCRIPTION
 BX1137
 BX1137'DESCRIBED BY LA TRANSP AND DEV 1968
 BX1137'0.5 MI W FROM ZIMMERMAN.
 BX1137'ABOUT 0.5 MILE WEST ALONG LOUISIANA HIGHWAY 1 FROM ZIMMERMAN ON THE
 BX1137'SUMMIT OF THE FIRST HILL WEST OF ZIMMERMAN.  0.20 MILE EAST OF
 BX1137'JUNCTION WITH LOUISIANA HIGHWAY 8.  34 FEET SOUTH OF THE CENTERLINE OF
 BX1137'LOUISIANA HIGHWAY 1.  48 FEET EAST OF A DIM ROAD LEADING SOUTH INTO
 BX1137'THE WOODS.  3.5 FEET NORTH OF A FENCE LINE.  IT IS AT THE WEST END OF
 BX1137'A CUT BANK ABOUT MIDDLE OF A CURVE IN THE HIGHWAY.  SET IN THE TOP OF
 BX1137'A CONCRETE POST PROJECTING 2 INCHES.  A STEEL WITNESS POST IS SET 1
 BX1137'FOOT SOUTH OF THE MARK.
 BX1137
 BX1137                          STATION RECOVERY (1977)
 BX1137
 BX1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1137'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0483 ***********************************************************************
 CQ0483  DESIGNATION -  C 242
 CQ0483  PID         -  CQ0483
 CQ0483  STATE/COUNTY-  LA/OUACHITA
 CQ0483  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0483
 CQ0483                         *CURRENT SURVEY CONTROL
 CQ0483  ___________________________________________________________________
 CQ0483* NAD 83(1986)-  32 26 54.     (N)    092 06 20.     (W)     SCALED    
 CQ0483* NAVD 88     -        23.18   (+/-2cm)      76.0    (feet)  VERTCON   
 CQ0483  ___________________________________________________________________
 CQ0483  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0483
 CQ0483  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0483
 CQ0483.The horizontal coordinates were scaled from a topographic map and have
 CQ0483.an estimated accuracy of +/- 6 seconds.
 CQ0483
 CQ0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0483.The vertical order pertains to the NGVD 29 superseded value.
 CQ0483
 CQ0483.The geoid height was determined by GEOID03.
 CQ0483
 CQ0483;                    North         East    Units  Estimated Accuracy
 CQ0483;SPC LA N     -   216,090.    1,037,090.      MT  (+/- 180 meters Scaled)
 CQ0483
 CQ0483                          SUPERSEDED SURVEY CONTROL
 CQ0483
 CQ0483  NGVD 29 (??/??/??)   23.226  (m)           76.20   (f) ADJUSTED    1 2
 CQ0483
 CQ0483.Superseded values are not recommended for survey control.
 CQ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0483.See file dsdata.txt to determine how the superseded data were derived.
 CQ0483
 CQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR840904(NAD 83)
 CQ0483_MARKER: DB = BENCH MARK DISK
 CQ0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0483_SP_SET: 59 FEET
 CQ0483_STAMPING: C 242 1966
 CQ0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0483
 CQ0483  HISTORY     - Date     Condition        Report By
 CQ0483  HISTORY     - 1966     MONUMENTED       CGS
 CQ0483  HISTORY     - 1990     GOOD             USPSQD
 CQ0483  HISTORY     - 1990     GOOD             USPSQD
 CQ0483  HISTORY     - 1991     GOOD             USPSQD
 CQ0483
 CQ0483                          STATION DESCRIPTION
 CQ0483
 CQ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0483'4.65 MI S FROM MONROE.
 CQ0483'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0483'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0483'IN SECTION 19, T 17 N, R 4 E, AT THE JUNCTION OF U.S. HIGHWAY 165, AT
 CQ0483'THE WEST EDGE OF A GROUP OF SMALL PINE TREES, 188 FEET WEST OF THE
 CQ0483'CENTER LINE OF THE HIGHWAY, 57 FEET SOUTHWEST OF THE CENTER LINE OF
 CQ0483'THE STREET, 62 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD
 CQ0483'LEADING WEST, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CQ0483'BELOW THE LEVEL OF THE ROADS, A DISK ON THE TOP OF A 5/8-INCH COPPER
 CQ0483'COATED ROD THAT IS DRIVEN TO A DEPTH OF 59 FEET AND IS ENCASED IN A
 CQ0483'5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 CQ0483
 CQ0483                          STATION RECOVERY (1990)
 CQ0483
 CQ0483'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0483'RECOVERED IN GOOD CONDITION.
 CQ0483
 CQ0483                          STATION RECOVERY (1990)
 CQ0483
 CQ0483'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0483'RECOVERED IN GOOD CONDITION.
 CQ0483
 CQ0483                          STATION RECOVERY (1991)
 CQ0483
 CQ0483'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1021 ***********************************************************************
 BX1021  DESIGNATION -  C 2420 LAGS
 BX1021  PID         -  BX1021
 BX1021  STATE/COUNTY-  LA/RAPIDES
 BX1021  USGS QUAD   -  BOYCE (1992)
 BX1021
 BX1021                         *CURRENT SURVEY CONTROL
 BX1021  ___________________________________________________________________
 BX1021* NAD 83(1986)-  31 24 25.     (N)    092 41 58.     (W)     SCALED    
 BX1021* NAVD 88     -        30.12   (+/-2cm)      98.8    (feet)  VERTCON   
 BX1021  ___________________________________________________________________
 BX1021  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1021
 BX1021  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1021
 BX1021.The horizontal coordinates were scaled from a topographic map and have
 BX1021.an estimated accuracy of +/- 6 seconds.
 BX1021
 BX1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1021.The vertical order pertains to the NGVD 29 superseded value.
 BX1021
 BX1021.The geoid height was determined by GEOID03.
 BX1021
 BX1021;                    North         East    Units  Estimated Accuracy
 BX1021;SPC LA N     -   100,580.      981,030.      MT  (+/- 180 meters Scaled)
 BX1021
 BX1021                          SUPERSEDED SURVEY CONTROL
 BX1021
 BX1021  NGVD 29 (??/??/??)   30.117  (m)           98.81   (f) ADJUSTED    1 2
 BX1021
 BX1021.Superseded values are not recommended for survey control.
 BX1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1021.See file dsdata.txt to determine how the superseded data were derived.
 BX1021
 BX1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ285747(NAD 83)
 BX1021_MARKER: DD = SURVEY DISK
 BX1021_SETTING: 0 = UNSPECIFIED SETTING
 BX1021_STAMPING: A 2420
 BX1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1021
 BX1021  HISTORY     - Date     Condition        Report By
 BX1021  HISTORY     - UNK      MONUMENTED       LAGS
 BX1021  HISTORY     - 1962     POOR             CGS
 BX1021  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1021  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1021
 BX1021                          STATION DESCRIPTION
 BX1021
 BX1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1021'IN ZIMMERMAN.
 BX1021'LOCATED 0.7 MILES SOUTHEAST ALONG THE TEXAS AND PCIFIC RAILROAD FROM
 BX1021'THE STATION SIGN AT ZIMMERMAN, 2.5 MILES NORTHWEST ALONG THE RAILROAD
 BX1021'FROM THE STATION AT BOYCE, 1 POLE NORTH OF MILEPOST 211, 110 FEET
 BX1021'NORTH OF MILEPOST 211, 8.5 FEET WEST OF THE WEST RAIL, 39 FEET
 BX1021'SOUTHEAST OF THE IST POLE NORTH OF MILEPOST 211 OR THE 2ND POLE NORTH
 BX1021'OF A ROAD CROSSING AND 103 FEET NORTH OF BENCH MARK P 96 1938.  IT IS
 BX1021'A STANDARD STATE SURVEY DISK ABOUT LEVEL WITH THE TRACKS AND PROJECTS
 BX1021'12 INCHES.  NOTE-- THIS MARK IS LEANING AND SHOULD BE USED WITH
 BX1021'CAUTION.
 BX1021
 BX1021                          STATION RECOVERY (1977)
 BX1021
 BX1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1021'MARK NOT FOUND.
 BX1021
 BX1021                          STATION RECOVERY (1999)
 BX1021
 BX1021'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1019 ***********************************************************************
 BX1019  DESIGNATION -  C 2423 LAGS
 BX1019  PID         -  BX1019
 BX1019  STATE/COUNTY-  LA/RAPIDES
 BX1019  USGS QUAD   -  BOYCE (1992)
 BX1019
 BX1019                         *CURRENT SURVEY CONTROL
 BX1019  ___________________________________________________________________
 BX1019* NAD 83(1986)-  31 23 36.     (N)    092 41 08.     (W)     SCALED    
 BX1019* NAVD 88     -        26.61   (+/-2cm)      87.3    (feet)  VERTCON   
 BX1019  ___________________________________________________________________
 BX1019  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BX1019
 BX1019  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1019
 BX1019.The horizontal coordinates were scaled from a topographic map and have
 BX1019.an estimated accuracy of +/- 6 seconds.
 BX1019
 BX1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1019.The vertical order pertains to the NGVD 29 superseded value.
 BX1019
 BX1019.The geoid height was determined by GEOID03.
 BX1019
 BX1019;                    North         East    Units  Estimated Accuracy
 BX1019;SPC LA N     -    99,060.      982,350.      MT  (+/- 180 meters Scaled)
 BX1019
 BX1019                          SUPERSEDED SURVEY CONTROL
 BX1019
 BX1019  NGVD 29 (??/??/??)   26.607  (m)           87.29   (f) ADJUSTED    1 2
 BX1019
 BX1019.Superseded values are not recommended for survey control.
 BX1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1019.See file dsdata.txt to determine how the superseded data were derived.
 BX1019
 BX1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ298732(NAD 83)
 BX1019_MARKER: DD = SURVEY DISK
 BX1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1019_STAMPING: C 2423
 BX1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1019+STABILITY: SURFACE MOTION
 BX1019
 BX1019  HISTORY     - Date     Condition        Report By
 BX1019  HISTORY     - UNK      MONUMENTED       LAGS
 BX1019  HISTORY     - 1962     MARK NOT FOUND   CGS
 BX1019  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1019  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1019
 BX1019                          STATION DESCRIPTION
 BX1019
 BX1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1019'0.8 MI W FROM BOYCE.
 BX1019'LOCATED ABOUT 0.8 MILE NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD
 BX1019'FROM THE STATION AT BOYCE, ABOUT 300 FEET SOUTHEAST OF A WOODEN
 BX1019'TRESTLE AND IN LINE WITH THE SOUTHWEST RIGHT-OF-WAY FENCE.  A STATE
 BX1019'SURVEY STANDARD DISK, STAMPED C 2423 AND SET IN THE TOP OF A CONCRETE
 BX1019'POST.
 BX1019
 BX1019                          STATION RECOVERY (1977)
 BX1019
 BX1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1019'BELIEVED DESTROYED WHEN RAILROAD WAS MOEVED
 BX1019'FOR A NEW TRESTLE.
 BX1019
 BX1019                          STATION RECOVERY (1999)
 BX1019
 BX1019'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0512 ***********************************************************************
 CQ0512  DESIGNATION -  C 243 RESET 1971
 CQ0512  PID         -  CQ0512
 CQ0512  STATE/COUNTY-  LA/CALDWELL
 CQ0512  USGS QUAD   -  COLUMBIA (1989)
 CQ0512
 CQ0512                         *CURRENT SURVEY CONTROL
 CQ0512  ___________________________________________________________________
 CQ0512* NAD 83(1986)-  32 05 05.     (N)    092 02 12.     (W)     SCALED    
 CQ0512* NAVD 88     -        18.62   (+/-2cm)      61.1    (feet)  VERTCON   
 CQ0512  ___________________________________________________________________
 CQ0512  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0512
 CQ0512  VERT ORDER  -  THIRD (See Below)
 CQ0512
 CQ0512.The horizontal coordinates were scaled from a topographic map and have
 CQ0512.an estimated accuracy of +/- 6 seconds.
 CQ0512
 CQ0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0512.The vertical order pertains to the NGVD 29 superseded value.
 CQ0512
 CQ0512.The geoid height was determined by GEOID03.
 CQ0512
 CQ0512;                    North         East    Units  Estimated Accuracy
 CQ0512;SPC LA N     -   175,800.    1,043,740.      MT  (+/- 180 meters Scaled)
 CQ0512
 CQ0512                          SUPERSEDED SURVEY CONTROL
 CQ0512
 CQ0512  NGVD 29 (??/??/??)   18.64   (m)           61.2    (f) RESET       3  
 CQ0512
 CQ0512.Superseded values are not recommended for survey control.
 CQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0512.See file dsdata.txt to determine how the superseded data were derived.
 CQ0512
 CQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR909502(NAD 83)
 CQ0512_MARKER: DB = BENCH MARK DISK
 CQ0512_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0512_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0512_STAMPING: C 243 RESET 1971
 CQ0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0512
 CQ0512  HISTORY     - Date     Condition        Report By
 CQ0512  HISTORY     - 1971     MONUMENTED       NGS
 CQ0512  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0512  HISTORY     - 1990     GOOD             USPSQD
 CQ0512
 CQ0512                          STATION DESCRIPTION
 CQ0512
 CQ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0512'4.2 MI SE FROM COLUMBIA.
 CQ0512'ABOUT 0.6 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTH END OF THE
 CQ0512'BRIDGE OVER THE OUACHITA RIVER IN COLUMBIA, THENCE 3.6 MILES SOUTHEAST
 CQ0512'ALONG STATE HIGHWAY 4, ABOUT 50 YARDS NORTH OF A SMALL WHITE HOUSE SET
 CQ0512'BACK FROM THE ROAD, 56 FEET SOUTH OF THE CENTER OF THE ROAD, 87 FEET
 CQ0512'EAST-NORTHEAST OF A 3-FOOT OAK TREE, 40 FEET EAST OF A R-O-W MARKER, 1
 CQ0512'FOOT WEST OF A FENCE LINE, AND 0.5 FEET EAST OF A METAL WITNESS POST.
 CQ0512'IT IS A BENCH MARK DISK CRIMPED ON A 4 FOOT SECTION OF COPPER WELD ROD
 CQ0512'FASTENED TO A 10 INCH IRON PLATE, ENCASED IN A SECTION OF 4-INCH
 CQ0512'ORANGEBURG PIPE.
 CQ0512
 CQ0512                          STATION RECOVERY (1985)
 CQ0512
 CQ0512'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0512'MARK NOT FOUND.
 CQ0512
 CQ0512                          STATION RECOVERY (1990)
 CQ0512
 CQ0512'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1901 ***********************************************************************
 CP1901  DESIGNATION -  C 244
 CP1901  PID         -  CP1901
 CP1901  STATE/COUNTY-  LA/FRANKLIN
 CP1901  USGS QUAD   -  WINNSBORO (1983)
 CP1901
 CP1901                         *CURRENT SURVEY CONTROL
 CP1901  ___________________________________________________________________
 CP1901* NAD 83(1986)-  32 09 57.     (N)    091 42 53.     (W)     SCALED    
 CP1901* NAVD 88     -        21.17   (+/-2cm)      69.5    (feet)  VERTCON   
 CP1901  ___________________________________________________________________
 CP1901  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP1901
 CP1901  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1901
 CP1901.The horizontal coordinates were scaled from a topographic map and have
 CP1901.an estimated accuracy of +/- 6 seconds.
 CP1901
 CP1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1901.The vertical order pertains to the NGVD 29 superseded value.
 CP1901
 CP1901.The geoid height was determined by GEOID03.
 CP1901
 CP1901;                    North         East    Units  Estimated Accuracy
 CP1901;SPC LA N     -   184,970.    1,074,060.      MT  (+/- 180 meters Scaled)
 CP1901
 CP1901                          SUPERSEDED SURVEY CONTROL
 CP1901
 CP1901  NGVD 29 (??/??/92)   21.192  (m)           69.53   (f) ADJ UNCH    1 2
 CP1901
 CP1901.Superseded values are not recommended for survey control.
 CP1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1901.See file dsdata.txt to determine how the superseded data were derived.
 CP1901
 CP1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR211595(NAD 83)
 CP1901_MARKER: DB = BENCH MARK DISK
 CP1901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1901_SP_SET: BASE
 CP1901_STAMPING: C 244 - 1966
 CP1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1901+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP1901
 CP1901  HISTORY     - Date     Condition        Report By
 CP1901  HISTORY     - 1966     MONUMENTED       CGS
 CP1901  HISTORY     - 1970     GOOD             LADTD
 CP1901  HISTORY     - 1975     GOOD
 CP1901  HISTORY     - 1991     GOOD             USPSQD
 CP1901  HISTORY     - 20050318 GOOD             USPSQD
 CP1901
 CP1901                          STATION DESCRIPTION
 CP1901
 CP1901'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1901'IN WINNSBORO.
 CP1901'AT THE COURT HOUSE IN WINNSBORO.  IT IS 52 FEET NORTH OF THE
 CP1901'CENTERLINE OF MAIN STREET, ALSO LOUISIANA HIGHWAY 4, 55 FEET SOUTH OF
 CP1901'THE CENTER OF THE SOUTH ENTRANCE DOOR OF THE COURTHOUSE, 3 FEET WEST
 CP1901'OF THE WEST EDGE OF A SIDE WALK LEADING TO THE COURT HOUSE ENTRANCE.
 CP1901'SET IN THE TOP OF THE SOUTH EDGE OF THE CONCRETE BASE OF A FLAG POLE,
 CP1901'AND ABOUT 0.9 FT. OF A FOOT SOUTH OF THE FLAG POLE.
 CP1901
 CP1901                          STATION RECOVERY (1975)
 CP1901
 CP1901'RECOVERED 1975
 CP1901'RECOVERED IN GOOD CONDITION.
 CP1901
 CP1901                          STATION RECOVERY (1991)
 CP1901
 CP1901'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1901'RECOVERED IN GOOD CONDITION.
 CP1901
 CP1901                          STATION RECOVERY (2005)
 CP1901
 CP1901'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1901'SIDEWALKS NOW EXIST ON BOTH SIDES OF THE ELEVATED MAIN COURTHOUSE FLAG
 CP1901'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1654 ***********************************************************************
 BX1654  DESIGNATION -  C 2443 LAGS
 BX1654  PID         -  BX1654
 BX1654  STATE/COUNTY-  LA/GRANT
 BX1654  USGS QUAD   -  WILLIANA (1985)
 BX1654
 BX1654                         *CURRENT SURVEY CONTROL
 BX1654  ___________________________________________________________________
 BX1654* NAD 83(1986)-  31 44 17.     (N)    092 30 57.     (W)     SCALED    
 BX1654* NAVD 88     -        49.93   (+/-2cm)     163.8    (feet)  VERTCON   
 BX1654  ___________________________________________________________________
 BX1654  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1654
 BX1654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1654
 BX1654.The horizontal coordinates were scaled from a topographic map and have
 BX1654.an estimated accuracy of +/- 6 seconds.
 BX1654
 BX1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1654.The vertical order pertains to the NGVD 29 superseded value.
 BX1654
 BX1654.The geoid height was determined by GEOID03.
 BX1654
 BX1654;                    North         East    Units  Estimated Accuracy
 BX1654;SPC LA N     -   137,270.      998,500.      MT  (+/- 180 meters Scaled)
 BX1654
 BX1654                          SUPERSEDED SURVEY CONTROL
 BX1654
 BX1654  NGVD 29 (??/??/??)   49.939  (m)          163.84   (f) ADJUSTED    2 0
 BX1654
 BX1654.Superseded values are not recommended for survey control.
 BX1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1654.See file dsdata.txt to determine how the superseded data were derived.
 BX1654
 BX1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR458115(NAD 83)
 BX1654_MARKER: DD = SURVEY DISK
 BX1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1654_STAMPING: C 2443
 BX1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1654+STABILITY: SURFACE MOTION
 BX1654
 BX1654  HISTORY     - Date     Condition        Report By
 BX1654  HISTORY     - UNK      MONUMENTED       LAGS
 BX1654  HISTORY     - 1949     GOOD             CGS
 BX1654
 BX1654                          STATION DESCRIPTION
 BX1654
 BX1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1654'7.8 MI SE FROM PACKTON.
 BX1654'4.8 MILES EAST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1654'RAILROAD STATION AT PACKTON, THENCE 3.0 MILES SOUTH ALONG STATE
 BX1654'HIGHWAY 232, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42.0 FEET
 BX1654'NORTHEAST OF A 16-INCH OAK WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF
 BX1654'THE TREE, 11.0 FEET EAST OF A TRIPLE TRUNK PINE WITH A TRIANGULAR
 BX1654'BLAZE ON THE EAST SIDE OF THE EAST TRUNK OF THE TREE, 5.0 FEET
 BX1654'NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BX1654'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1655 ***********************************************************************
 BX1655  DESIGNATION -  C 2443 LAGS RESET 1959
 BX1655  PID         -  BX1655
 BX1655  STATE/COUNTY-  LA/GRANT
 BX1655  USGS QUAD   -  WILLIANA (1985)
 BX1655
 BX1655                         *CURRENT SURVEY CONTROL
 BX1655  ___________________________________________________________________
 BX1655* NAD 83(1986)-  31 44 17.     (N)    092 30 57.     (W)     SCALED    
 BX1655* NAVD 88     -        49.94   (+/-2cm)     163.8    (feet)  VERTCON   
 BX1655  ___________________________________________________________________
 BX1655  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1655
 BX1655  VERT ORDER  -  THIRD (See Below)
 BX1655
 BX1655.The horizontal coordinates were scaled from a topographic map and have
 BX1655.an estimated accuracy of +/- 6 seconds.
 BX1655
 BX1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1655.The vertical order pertains to the NGVD 29 superseded value.
 BX1655
 BX1655.The geoid height was determined by GEOID03.
 BX1655
 BX1655;                    North         East    Units  Estimated Accuracy
 BX1655;SPC LA N     -   137,270.      998,500.      MT  (+/- 180 meters Scaled)
 BX1655
 BX1655                          SUPERSEDED SURVEY CONTROL
 BX1655
 BX1655  NGVD 29 (??/??/??)   49.95   (m)          163.9    (f) RESET       3  
 BX1655
 BX1655.Superseded values are not recommended for survey control.
 BX1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1655.See file dsdata.txt to determine how the superseded data were derived.
 BX1655
 BX1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR458115(NAD 83)
 BX1655_MARKER: DD = SURVEY DISK
 BX1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1655_STAMPING: C 2443 RESET 1959
 BX1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1655+STABILITY: SURFACE MOTION
 BX1655
 BX1655  HISTORY     - Date     Condition        Report By
 BX1655  HISTORY     - 1959     MONUMENTED       CGS
 BX1655
 BX1655                          STATION DESCRIPTION
 BX1655
 BX1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1655'7.7 MI SE FROM PACKTON.
 BX1655'THE MARK IS LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE
 BX1655'LOUISIANA AND ARKANSAS RAILROAD CROSSING AT PACKTON, THENCE SOUTH
 BX1655'ALONG STATE HIGHWAY 472 FOR 2.9 MILES TO THE TOP OF A HILL AND THE
 BX1655'MARK ON THE RIGHT AT THE NORTH END OF AN OPEN AREA.  IT IS 44 FEET
 BX1655'WEST OF THE CENTERLINE OF STATE HIGHWAY 472, 85 FEET NORTH OF THE
 BX1655'CENTER OF AN OLD ROAD LEADING WEST, 35 FEET NORTH OF AN 18-INCH OAK
 BX1655'TREE AND 1 FOOT WEST OF A METAL WITNESS POST BEARING A WHITE SIGN, AND
 BX1655'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1656 ***********************************************************************
 BX1656  DESIGNATION -  C 2444 LAGS
 BX1656  PID         -  BX1656
 BX1656  STATE/COUNTY-  LA/GRANT
 BX1656  USGS QUAD   -  WILLIANA (1985)
 BX1656
 BX1656                         *CURRENT SURVEY CONTROL
 BX1656  ___________________________________________________________________
 BX1656* NAD 83(1986)-  31 44 37.     (N)    092 30 41.     (W)     SCALED    
 BX1656* NAVD 88     -        44.73   (+/-2cm)     146.8    (feet)  VERTCON   
 BX1656  ___________________________________________________________________
 BX1656  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1656
 BX1656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1656
 BX1656.The horizontal coordinates were scaled from a topographic map and have
 BX1656.an estimated accuracy of +/- 6 seconds.
 BX1656
 BX1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1656.The vertical order pertains to the NGVD 29 superseded value.
 BX1656
 BX1656.The geoid height was determined by GEOID03.
 BX1656
 BX1656;                    North         East    Units  Estimated Accuracy
 BX1656;SPC LA N     -   137,890.      998,920.      MT  (+/- 180 meters Scaled)
 BX1656
 BX1656                          SUPERSEDED SURVEY CONTROL
 BX1656
 BX1656  NGVD 29 (??/??/??)   44.743  (m)          146.79   (f) ADJUSTED    2 0
 BX1656
 BX1656.Superseded values are not recommended for survey control.
 BX1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1656.See file dsdata.txt to determine how the superseded data were derived.
 BX1656
 BX1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR462121(NAD 83)
 BX1656_MARKER: DD = SURVEY DISK
 BX1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1656_STAMPING: C 2444
 BX1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1656+STABILITY: SURFACE MOTION
 BX1656
 BX1656  HISTORY     - Date     Condition        Report By
 BX1656  HISTORY     - UNK      MONUMENTED       LAGS
 BX1656  HISTORY     - 1949     GOOD             CGS
 BX1656
 BX1656                          STATION DESCRIPTION
 BX1656
 BX1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1656'7.35 MI SE FROM PACKTON.
 BX1656'4.8 MILES EAST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1656'RAILROAD STATION AT PACKTON, THENCE 2.55 MILES SOUTH ALONG STATE
 BX1656'HIGHWAY 232, 0.1 MILE SOUTH OF A T ROAD LEADING EAST, 32 FEET WEST OF
 BX1656'THE CENTER LINE OF THE HIGHWAY, 7.0 FEET NORTH OF A 6-INCH PINE WITH A
 BX1656'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 20.0 FEET SOUTHWEST OF
 BX1656'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 BX1656'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1657 ***********************************************************************
 BX1657  DESIGNATION -  C 2444 LAGS RESET 1959
 BX1657  PID         -  BX1657
 BX1657  STATE/COUNTY-  LA/GRANT
 BX1657  USGS QUAD   -  WILLIANA (1985)
 BX1657
 BX1657                         *CURRENT SURVEY CONTROL
 BX1657  ___________________________________________________________________
 BX1657* NAD 83(1986)-  31 44 37.     (N)    092 30 43.     (W)     SCALED    
 BX1657* NAVD 88     -        44.95   (+/-2cm)     147.5    (feet)  VERTCON   
 BX1657  ___________________________________________________________________
 BX1657  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1657
 BX1657  VERT ORDER  -  THIRD (See Below)
 BX1657
 BX1657.The horizontal coordinates were scaled from a topographic map and have
 BX1657.an estimated accuracy of +/- 6 seconds.
 BX1657
 BX1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1657.The vertical order pertains to the NGVD 29 superseded value.
 BX1657
 BX1657.The geoid height was determined by GEOID03.
 BX1657
 BX1657;                    North         East    Units  Estimated Accuracy
 BX1657;SPC LA N     -   137,890.      998,870.      MT  (+/- 180 meters Scaled)
 BX1657
 BX1657                          SUPERSEDED SURVEY CONTROL
 BX1657
 BX1657  NGVD 29 (??/??/??)   44.96   (m)          147.5    (f) RESET       3  
 BX1657
 BX1657.Superseded values are not recommended for survey control.
 BX1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1657.See file dsdata.txt to determine how the superseded data were derived.
 BX1657
 BX1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR462121(NAD 83)
 BX1657_MARKER: DD = SURVEY DISK
 BX1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1657_STAMPING: C 2444 RESET 1959
 BX1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1657+STABILITY: SURFACE MOTION
 BX1657
 BX1657  HISTORY     - Date     Condition        Report By
 BX1657  HISTORY     - 1959     MONUMENTED       CGS
 BX1657
 BX1657                          STATION DESCRIPTION
 BX1657
 BX1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1657'7.25 MI SE FROM PACKTON.
 BX1657'THE MARK IS LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE
 BX1657'LOUISIANA AND ARKANSAS RAILROAD TRACK AT PACKTON, THENCE SOUTH ALONG
 BX1657'STATE HIGHWAY 472 FOR 2.45 MILES TO A SIDE ROAD LEADING WEST AND THE
 BX1657'MARK IN THE SOUTHWEST ANGLE OF THE JUNCTION OF ROADS.  IT IS 0.1 MILE
 BX1657'SOUTH OF A T ROAD LEADING EAST, 77 FEET SOUTH OF THE CENTER OF THE
 BX1657'ROAD LEADING WEST, 50 FEET WEST OF THE CENTER OF THE HIGHWAY AND 1
 BX1657'FOOT SOUTHWEST OF A METAL WITNESS POST BEARING A WHITE SIGN, AND SET
 BX1657'IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1658 ***********************************************************************
 BX1658  DESIGNATION -  C 2445 LAGS
 BX1658  PID         -  BX1658
 BX1658  STATE/COUNTY-  LA/GRANT
 BX1658  USGS QUAD   -  WILLIANA (1985)
 BX1658
 BX1658                         *CURRENT SURVEY CONTROL
 BX1658  ___________________________________________________________________
 BX1658* NAD 83(1986)-  31 44 43.     (N)    092 30 30.     (W)     SCALED    
 BX1658* NAVD 88     -        44.86   (+/-2cm)     147.2    (feet)  VERTCON   
 BX1658  ___________________________________________________________________
 BX1658  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX1658
 BX1658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1658
 BX1658.The horizontal coordinates were scaled from a topographic map and have
 BX1658.an estimated accuracy of +/- 6 seconds.
 BX1658
 BX1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1658.The vertical order pertains to the NGVD 29 superseded value.
 BX1658
 BX1658.The geoid height was determined by GEOID03.
 BX1658
 BX1658;                    North         East    Units  Estimated Accuracy
 BX1658;SPC LA N     -   138,070.      999,210.      MT  (+/- 180 meters Scaled)
 BX1658
 BX1658                          SUPERSEDED SURVEY CONTROL
 BX1658
 BX1658  NGVD 29 (??/??/??)   44.870  (m)          147.21   (f) ADJUSTED    2 0
 BX1658
 BX1658.Superseded values are not recommended for survey control.
 BX1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1658.See file dsdata.txt to determine how the superseded data were derived.
 BX1658
 BX1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR465123(NAD 83)
 BX1658_MARKER: DD = SURVEY DISK
 BX1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1658_STAMPING: C 2445
 BX1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1658+STABILITY: SURFACE MOTION
 BX1658
 BX1658  HISTORY     - Date     Condition        Report By
 BX1658  HISTORY     - UNK      MONUMENTED       LAGS
 BX1658  HISTORY     - 1949     GOOD             CGS
 BX1658
 BX1658                          STATION DESCRIPTION
 BX1658
 BX1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1658'7.1 MI SE FROM PACKTON.
 BX1658'4.8 MILES EAST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1658'RAILROAD STATION AT PACKTON, THENCE 2.3 MILES SOUTH ALONG STATE
 BX1658'HIGHWAY 232, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10.0 FEET
 BX1658'SOUTHWEST OF A 14-INCH OAK WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF
 BX1658'THE TREE, 9.0 FEET NORTH OF A 14-INCH OAK WITH A TRIANGULAR BLAZE ON
 BX1658'THE NORTH SIDE OF THE TREE, 4.5 FEET SOUTH OF A REFERENCE POST, AND
 BX1658'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 BX1658'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1659 ***********************************************************************
 BX1659  DESIGNATION -  C 2445 LAGS RESET 1959
 BX1659  PID         -  BX1659
 BX1659  STATE/COUNTY-  LA/GRANT
 BX1659  USGS QUAD   -  WILLIANA (1985)
 BX1659
 BX1659                         *CURRENT SURVEY CONTROL
 BX1659  ___________________________________________________________________
 BX1659* NAD 83(1986)-  31 44 43.     (N)    092 30 30.     (W)     SCALED    
 BX1659* NAVD 88     -        45.03   (+/-2cm)     147.7    (feet)  VERTCON   
 BX1659  ___________________________________________________________________
 BX1659  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX1659
 BX1659  VERT ORDER  -  THIRD (See Below)
 BX1659
 BX1659.The horizontal coordinates were scaled from a topographic map and have
 BX1659.an estimated accuracy of +/- 6 seconds.
 BX1659
 BX1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1659.The vertical order pertains to the NGVD 29 superseded value.
 BX1659
 BX1659.The geoid height was determined by GEOID03.
 BX1659
 BX1659;                    North         East    Units  Estimated Accuracy
 BX1659;SPC LA N     -   138,070.      999,210.      MT  (+/- 180 meters Scaled)
 BX1659
 BX1659                          SUPERSEDED SURVEY CONTROL
 BX1659
 BX1659  NGVD 29 (??/??/??)   45.04   (m)          147.8    (f) RESET       3  
 BX1659
 BX1659.Superseded values are not recommended for survey control.
 BX1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1659.See file dsdata.txt to determine how the superseded data were derived.
 BX1659
 BX1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR465123(NAD 83)
 BX1659_MARKER: DD = SURVEY DISK
 BX1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1659_STAMPING: C 2445 RESET 1959
 BX1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1659+STABILITY: SURFACE MOTION
 BX1659
 BX1659  HISTORY     - Date     Condition        Report By
 BX1659  HISTORY     - 1959     MONUMENTED       CGS
 BX1659
 BX1659                          STATION DESCRIPTION
 BX1659
 BX1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1659'7.05 MI SE FROM PACKTON.
 BX1659'THE MARK IS LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE
 BX1659'LOUISIANA AND ARKANSAS RAILROAD TRACK CROSSING AT PACKTON, THENCE
 BX1659'SOUTH 2.25 MILES ALONG STATE HIGHWAY 472 TO THE MARK ON THE LEFT, 0.1
 BX1659'MILE NORTH OF A SIDE ROAD LEADING EAST, AT THE WEST END OF A CURVE. IT
 BX1659'IS 55 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHWEST
 BX1659'OF A METAL WITNESS POST BEARING A WHITE SIGN, 13 FEET NORTHEAST OF A
 BX1659'12-INCH PINE TREE AND 29 FEET NORTHWEST OF AN 18-INCH PINE TREE, AND
 BX1659'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1661 ***********************************************************************
 BX1661  DESIGNATION -  C 2447 LAGS
 BX1661  PID         -  BX1661
 BX1661  STATE/COUNTY-  LA/GRANT
 BX1661  USGS QUAD   -  PACKTON (1984)
 BX1661
 BX1661                         *CURRENT SURVEY CONTROL
 BX1661  ___________________________________________________________________
 BX1661* NAD 83(1986)-  31 45 08.     (N)    092 30 12.     (W)     SCALED    
 BX1661* NAVD 88     -        39.66   (+/-2cm)     130.1    (feet)  VERTCON   
 BX1661  ___________________________________________________________________
 BX1661  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX1661
 BX1661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1661
 BX1661.The horizontal coordinates were scaled from a topographic map and have
 BX1661.an estimated accuracy of +/- 6 seconds.
 BX1661
 BX1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1661.The vertical order pertains to the NGVD 29 superseded value.
 BX1661
 BX1661.The geoid height was determined by GEOID03.
 BX1661
 BX1661;                    North         East    Units  Estimated Accuracy
 BX1661;SPC LA N     -   138,840.      999,680.      MT  (+/- 180 meters Scaled)
 BX1661
 BX1661                          SUPERSEDED SURVEY CONTROL
 BX1661
 BX1661  NGVD 29 (??/??/??)   39.670  (m)          130.15   (f) ADJUSTED    2 0
 BX1661
 BX1661.Superseded values are not recommended for survey control.
 BX1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1661.See file dsdata.txt to determine how the superseded data were derived.
 BX1661
 BX1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR470130(NAD 83)
 BX1661_MARKER: DD = SURVEY DISK
 BX1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1661_STAMPING: C 2447
 BX1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1661+STABILITY: SURFACE MOTION
 BX1661
 BX1661  HISTORY     - Date     Condition        Report By
 BX1661  HISTORY     - UNK      MONUMENTED       LAGS
 BX1661  HISTORY     - 1949     GOOD             CGS
 BX1661
 BX1661                          STATION DESCRIPTION
 BX1661
 BX1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1661'6.55 MI SE FROM PACKTON.
 BX1661'4.8 MILES EAST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1661'RAILROAD STATION AT PACKTON, THENCE 1.75 MILES SOUTH ALONG STATE
 BX1661'HIGHWAY 232, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13.0 FEET
 BX1661'SOUTHEAST OF AN 18-INCH OAK WITH A TRIANGULAR BLAZE ON THE EAST SIDE
 BX1661'OF THE TREE, 7.0 FEET SOUTHEAST OF A 14-INCH OAK WITH A TRIANGULAR
 BX1661'BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 5.0 FEET NORTH OF A REFERENCE
 BX1661'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BX1661'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1662 ***********************************************************************
 BX1662  DESIGNATION -  C 2447 LAGS RESET 1959
 BX1662  PID         -  BX1662
 BX1662  STATE/COUNTY-  LA/GRANT
 BX1662  USGS QUAD   -  PACKTON (1984)
 BX1662
 BX1662                         *CURRENT SURVEY CONTROL
 BX1662  ___________________________________________________________________
 BX1662* NAD 83(1986)-  31 45 08.     (N)    092 30 12.     (W)     SCALED    
 BX1662* NAVD 88     -        39.71   (+/-2cm)     130.3    (feet)  VERTCON   
 BX1662  ___________________________________________________________________
 BX1662  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX1662
 BX1662  VERT ORDER  -  THIRD (See Below)
 BX1662
 BX1662.The horizontal coordinates were scaled from a topographic map and have
 BX1662.an estimated accuracy of +/- 6 seconds.
 BX1662
 BX1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1662.The vertical order pertains to the NGVD 29 superseded value.
 BX1662
 BX1662.The geoid height was determined by GEOID03.
 BX1662
 BX1662;                    North         East    Units  Estimated Accuracy
 BX1662;SPC LA N     -   138,840.      999,680.      MT  (+/- 180 meters Scaled)
 BX1662
 BX1662                          SUPERSEDED SURVEY CONTROL
 BX1662
 BX1662  NGVD 29 (??/??/??)   39.72   (m)          130.3    (f) RESET       3  
 BX1662
 BX1662.Superseded values are not recommended for survey control.
 BX1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1662.See file dsdata.txt to determine how the superseded data were derived.
 BX1662
 BX1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR470130(NAD 83)
 BX1662_MARKER: DD = SURVEY DISK
 BX1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1662_STAMPING: C 2447 RESET 1959
 BX1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1662+STABILITY: SURFACE MOTION
 BX1662
 BX1662  HISTORY     - Date     Condition        Report By
 BX1662  HISTORY     - 1959     MONUMENTED       CGS
 BX1662
 BX1662                          STATION DESCRIPTION
 BX1662
 BX1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1662'6.5 MI SE FROM PACKTON.
 BX1662'THE MARK IS LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE
 BX1662'LOUISIANA AND ARKANSAS RAILROAD CROSSING AT PACKTON, THENCE 1.7 MILES
 BX1662'SOUTH ALONG STATE HIGHWAY 472 TO THE MARK ON THE RIGHT.  IT IS 44 FEET
 BX1662'WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A WITNESS
 BX1662'POST, 12.5 FEET SOUTH OF A 12-INCH PINE TREE AND 9 FEET NORTHEAST OF A
 BX1662'10-INCH OAK TREE, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BX1662'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1663 ***********************************************************************
 BX1663  DESIGNATION -  C 2448 LAGS
 BX1663  PID         -  BX1663
 BX1663  STATE/COUNTY-  LA/GRANT
 BX1663  USGS QUAD   -  PACKTON (1984)
 BX1663
 BX1663                         *CURRENT SURVEY CONTROL
 BX1663  ___________________________________________________________________
 BX1663* NAD 83(1986)-  31 45 14.     (N)    092 30 06.     (W)     SCALED    
 BX1663* NAVD 88     -        38.47   (+/-2cm)     126.2    (feet)  VERTCON   
 BX1663  ___________________________________________________________________
 BX1663  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1663
 BX1663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1663
 BX1663.The horizontal coordinates were scaled from a topographic map and have
 BX1663.an estimated accuracy of +/- 6 seconds.
 BX1663
 BX1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1663.The vertical order pertains to the NGVD 29 superseded value.
 BX1663
 BX1663.The geoid height was determined by GEOID03.
 BX1663
 BX1663;                    North         East    Units  Estimated Accuracy
 BX1663;SPC LA N     -   139,030.      999,840.      MT  (+/- 180 meters Scaled)
 BX1663
 BX1663                          SUPERSEDED SURVEY CONTROL
 BX1663
 BX1663  NGVD 29 (??/??/??)   38.476  (m)          126.23   (f) ADJUSTED    2 0
 BX1663
 BX1663.Superseded values are not recommended for survey control.
 BX1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1663.See file dsdata.txt to determine how the superseded data were derived.
 BX1663
 BX1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR471132(NAD 83)
 BX1663_MARKER: DD = SURVEY DISK
 BX1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1663_STAMPING: C 2448
 BX1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1663+STABILITY: SURFACE MOTION
 BX1663
 BX1663  HISTORY     - Date     Condition        Report By
 BX1663  HISTORY     - UNK      MONUMENTED       LAGS
 BX1663  HISTORY     - 1949     GOOD             CGS
 BX1663
 BX1663                          STATION DESCRIPTION
 BX1663
 BX1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1663'6.35 MI SE FROM PACKTON.
 BX1663'4.8 MILES EAST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1663'RAILROAD STATION AT PACKTON, THENCE 1.55 MILES SOUTH ALONG STATE
 BX1663'HIGHWAY 232, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 22.0 FEET
 BX1663'NORTHEAST OF A 16-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE
 BX1663'OF THE TREE, 5.0 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE
 BX1663'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1664 ***********************************************************************
 BX1664  DESIGNATION -  C 2448 LAGS RESET 1959
 BX1664  PID         -  BX1664
 BX1664  STATE/COUNTY-  LA/GRANT
 BX1664  USGS QUAD   -  PACKTON (1984)
 BX1664
 BX1664                         *CURRENT SURVEY CONTROL
 BX1664  ___________________________________________________________________
 BX1664* NAD 83(1986)-  31 45 15.     (N)    092 30 06.     (W)     SCALED    
 BX1664* NAVD 88     -        38.39   (+/-2cm)     126.0    (feet)  VERTCON   
 BX1664  ___________________________________________________________________
 BX1664  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1664
 BX1664  VERT ORDER  -  THIRD (See Below)
 BX1664
 BX1664.The horizontal coordinates were scaled from a topographic map and have
 BX1664.an estimated accuracy of +/- 6 seconds.
 BX1664
 BX1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1664.The vertical order pertains to the NGVD 29 superseded value.
 BX1664
 BX1664.The geoid height was determined by GEOID03.
 BX1664
 BX1664;                    North         East    Units  Estimated Accuracy
 BX1664;SPC LA N     -   139,060.      999,840.      MT  (+/- 180 meters Scaled)
 BX1664
 BX1664                          SUPERSEDED SURVEY CONTROL
 BX1664
 BX1664  NGVD 29 (??/??/??)   38.40   (m)          126.0    (f) RESET       3  
 BX1664
 BX1664.Superseded values are not recommended for survey control.
 BX1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1664.See file dsdata.txt to determine how the superseded data were derived.
 BX1664
 BX1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR471132(NAD 83)
 BX1664_MARKER: DD = SURVEY DISK
 BX1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1664_STAMPING: C 2448 RESET 1959
 BX1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1664+STABILITY: SURFACE MOTION
 BX1664
 BX1664  HISTORY     - Date     Condition        Report By
 BX1664  HISTORY     - 1959     MONUMENTED       CGS
 BX1664
 BX1664                          STATION DESCRIPTION
 BX1664
 BX1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1664'6.3 MI SE FROM PACKTON.
 BX1664'THE MARK IS LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE
 BX1664'RAILROAD CROSSING AT PACKTON, THENCE 1.5 MILES SOUTH ALONG STATE
 BX1664'HIGHWAY 472, 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 BX1664'SOUTH OF A 6-INCH OAK TREE, 17 FEET NORTHEAST OF A TRIANGULAR BLAZED
 BX1664'2-FOOT PINE TREE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST, BEARING
 BX1664'A WHITE SIGN, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BX1664'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1665 ***********************************************************************
 BX1665  DESIGNATION -  C 2449 LAGS
 BX1665  PID         -  BX1665
 BX1665  STATE/COUNTY-  LA/GRANT
 BX1665  USGS QUAD   -  GEORGETOWN (1984)
 BX1665
 BX1665                         *CURRENT SURVEY CONTROL
 BX1665  ___________________________________________________________________
 BX1665* NAD 83(1986)-  31 45 29.     (N)    092 30 00.     (W)     SCALED    
 BX1665* NAVD 88     -        35.87   (+/-2cm)     117.7    (feet)  VERTCON   
 BX1665  ___________________________________________________________________
 BX1665  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1665
 BX1665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1665
 BX1665.The horizontal coordinates were scaled from a topographic map and have
 BX1665.an estimated accuracy of +/- 6 seconds.
 BX1665
 BX1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1665.The vertical order pertains to the NGVD 29 superseded value.
 BX1665
 BX1665.The geoid height was determined by GEOID03.
 BX1665
 BX1665;                    North         East    Units  Estimated Accuracy
 BX1665;SPC LA N     -   139,490.    1,000,000.      MT  (+/- 180 meters Scaled)
 BX1665
 BX1665                          SUPERSEDED SURVEY CONTROL
 BX1665
 BX1665  NGVD 29 (??/??/??)   35.876  (m)          117.70   (f) ADJUSTED    2 0
 BX1665
 BX1665.Superseded values are not recommended for survey control.
 BX1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1665.See file dsdata.txt to determine how the superseded data were derived.
 BX1665
 BX1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR473137(NAD 83)
 BX1665_MARKER: DD = SURVEY DISK
 BX1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1665_STAMPING: C 2449
 BX1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1665+STABILITY: SURFACE MOTION
 BX1665
 BX1665  HISTORY     - Date     Condition        Report By
 BX1665  HISTORY     - UNK      MONUMENTED       LAGS
 BX1665  HISTORY     - 1949     GOOD             CGS
 BX1665
 BX1665                          STATION DESCRIPTION
 BX1665
 BX1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1665'6.1 MI SE FROM PACKTON.
 BX1665'4.8 MILES EAST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1665'RAILROAD STATION AT PACKTON, THENCE 1.3 MILES SOUTH ALONG STATE
 BX1665'HIGHWAY 232, 96 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 BX1665'27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 27.0 FEET NORTHEAST OF
 BX1665'A 20-INCH PINE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE,
 BX1665'12.0 FEET NORTHEAST OF A POWER TRANSMISSION LINE POLE BEARING A
 BX1665'TRANSFORMER, 4.0 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF
 BX1665'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1666 ***********************************************************************
 BX1666  DESIGNATION -  C 2449 LAGS RESET 1959
 BX1666  PID         -  BX1666
 BX1666  STATE/COUNTY-  LA/GRANT
 BX1666  USGS QUAD   -  GEORGETOWN (1984)
 BX1666
 BX1666                         *CURRENT SURVEY CONTROL
 BX1666  ___________________________________________________________________
 BX1666* NAD 83(1986)-  31 45 29.     (N)    092 30 00.     (W)     SCALED    
 BX1666* NAVD 88     -        36.24   (+/-2cm)     118.9    (feet)  VERTCON   
 BX1666  ___________________________________________________________________
 BX1666  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1666
 BX1666  VERT ORDER  -  THIRD (See Below)
 BX1666
 BX1666.The horizontal coordinates were scaled from a topographic map and have
 BX1666.an estimated accuracy of +/- 6 seconds.
 BX1666
 BX1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1666.The vertical order pertains to the NGVD 29 superseded value.
 BX1666
 BX1666.The geoid height was determined by GEOID03.
 BX1666
 BX1666;                    North         East    Units  Estimated Accuracy
 BX1666;SPC LA N     -   139,490.    1,000,000.      MT  (+/- 180 meters Scaled)
 BX1666
 BX1666                          SUPERSEDED SURVEY CONTROL
 BX1666
 BX1666  NGVD 29 (??/??/??)   36.25   (m)          118.9    (f) RESET       3  
 BX1666
 BX1666.Superseded values are not recommended for survey control.
 BX1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1666.See file dsdata.txt to determine how the superseded data were derived.
 BX1666
 BX1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR473137(NAD 83)
 BX1666_MARKER: DD = SURVEY DISK
 BX1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1666_STAMPING: C 2449 RESET 1959
 BX1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1666+STABILITY: SURFACE MOTION
 BX1666
 BX1666  HISTORY     - Date     Condition        Report By
 BX1666  HISTORY     - 1959     MONUMENTED       CGS
 BX1666
 BX1666                          STATION DESCRIPTION
 BX1666
 BX1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1666'6.1 MI SE FROM PACKTON.
 BX1666'THE MARK IS LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE
 BX1666'RAILROAD CROSSING AT PACKTON, THENCE 1.3 MILES SOUTH ALONG STATE
 BX1666'HIGHWAY 472 TO A DRIVEWAY SOUTHWEST TO A FARM HOUSE AND THE MARK ON
 BX1666'THE RIGHT.  IT IS ABOUT 300 FEET NORTHEAST OF THE FARM HOUSE, 48 FEET
 BX1666'WEST OF THE CENTERLINE OF STATE HIGHWAY 472, 62 FEET SOUTHEAST OF THE
 BX1666'CENTER OF THE DRIVEWAY TO THE FARM HOUSE, 7.5 FEET NORTH-NORTHEAST OF
 BX1666'A 3-FOOT PINE TREE, 10 FEET SOUTHEAST OF A 2-FOOT PINE TREE AND 1 FOOT
 BX1666'WEST OF A METAL WITNESS POST BEARING A WHITE SIGN, AND SET IN THE TOP
 BX1666'OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1751 ***********************************************************************
 CP1751  DESIGNATION -  C 245
 CP1751  PID         -  CP1751
 CP1751  STATE/COUNTY-  LA/RICHLAND
 CP1751  USGS QUAD   -  BEE BAYOU (1987)
 CP1751
 CP1751                         *CURRENT SURVEY CONTROL
 CP1751  ___________________________________________________________________
 CP1751* NAD 83(1986)-  32 28 34.     (N)    091 44 37.     (W)     SCALED    
 CP1751* NAVD 88     -        24.151  (meters)      79.24   (feet)  ADJUSTED  
 CP1751  ___________________________________________________________________
 CP1751  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1751  DYNAMIC HT  -          24.124 (meters)      79.15  (feet)  COMP
 CP1751  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 CP1751
 CP1751  VERT ORDER  -  FIRST     CLASS I
 CP1751
 CP1751.The horizontal coordinates were scaled from a topographic map and have
 CP1751.an estimated accuracy of +/- 6 seconds.
 CP1751
 CP1751.The orthometric height was determined by differential leveling
 CP1751.and adjusted by the National Geodetic Survey in June 1991..
 CP1751
 CP1751.The geoid height was determined by GEOID03.
 CP1751
 CP1751.The dynamic height is computed by dividing the NAVD 88
 CP1751.geopotential number by the normal gravity value computed on the
 CP1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1751.degrees latitude (g = 980.6199 gals.).
 CP1751
 CP1751.The modeled gravity was interpolated from observed gravity values.
 CP1751
 CP1751;                    North         East    Units  Estimated Accuracy
 CP1751;SPC LA N     -   219,350.    1,071,100.      MT  (+/- 180 meters Scaled)
 CP1751
 CP1751                          SUPERSEDED SURVEY CONTROL
 CP1751
 CP1751  NGVD 29 (??/??/??)   24.181  (m)           79.33   (f) ADJUSTED    1 1
 CP1751
 CP1751.Superseded values are not recommended for survey control.
 CP1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1751.See file dsdata.txt to determine how the superseded data were derived.
 CP1751
 CP1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR180939(NAD 83)
 CP1751_MARKER: DB = BENCH MARK DISK
 CP1751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1751_SP_SET: CULVERT HEADWALL
 CP1751_STAMPING: C 245 1966
 CP1751_MARK LOGO: CGS   
 CP1751_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1751+STABILITY: SURFACE MOTION
 CP1751
 CP1751  HISTORY     - Date     Condition        Report By
 CP1751  HISTORY     - 1966     MONUMENTED       CGS
 CP1751  HISTORY     - 1969     GOOD             NGS
 CP1751  HISTORY     - 19861231 GOOD             LADTD
 CP1751  HISTORY     - 1991     GOOD             USPSQD
 CP1751
 CP1751                          STATION DESCRIPTION
 CP1751
 CP1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1751'0.85 MI E FROM RAYVILLE.
 CP1751'0.85 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1751'AT RAYVILLE, IN SECTION 10, T 17 N, R 7 E, 1 1/2 POLES WEST OF
 CP1751'MILEPOST 50, 83 FEET NORTH OF THE NORTH RAIL, SET IN THE CENTER OF THE
 CP1751'TOP OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER U.S.
 CP1751'HIGHWAY 80, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 CP1751'LEVEL WITH THE HIGHWAY.
 CP1751
 CP1751                          STATION RECOVERY (1969)
 CP1751
 CP1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1751'RECOVERED IN GOOD CONDITION.
 CP1751
 CP1751                          STATION RECOVERY (1986)
 CP1751
 CP1751'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 CP1751'RECOVERED IN GOOD CONDITION.
 CP1751
 CP1751                          STATION RECOVERY (1991)
 CP1751
 CP1751'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1667 ***********************************************************************
 BX1667  DESIGNATION -  C 2450 LAGS
 BX1667  PID         -  BX1667
 BX1667  STATE/COUNTY-  LA/GRANT
 BX1667  USGS QUAD   -  GEORGETOWN (1984)
 BX1667
 BX1667                         *CURRENT SURVEY CONTROL
 BX1667  ___________________________________________________________________
 BX1667* NAD 83(1986)-  31 45 37.     (N)    092 29 52.     (W)     SCALED    
 BX1667* NAVD 88     -        33.52   (+/-2cm)     110.0    (feet)  VERTCON   
 BX1667  ___________________________________________________________________
 BX1667  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1667
 BX1667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1667
 BX1667.The horizontal coordinates were scaled from a topographic map and have
 BX1667.an estimated accuracy of +/- 6 seconds.
 BX1667
 BX1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1667.The vertical order pertains to the NGVD 29 superseded value.
 BX1667
 BX1667.The geoid height was determined by GEOID03.
 BX1667
 BX1667;                    North         East    Units  Estimated Accuracy
 BX1667;SPC LA N     -   139,730.    1,000,210.      MT  (+/- 180 meters Scaled)
 BX1667
 BX1667                          SUPERSEDED SURVEY CONTROL
 BX1667
 BX1667  NGVD 29 (??/??/??)   33.532  (m)          110.01   (f) ADJUSTED    2 0
 BX1667
 BX1667.Superseded values are not recommended for survey control.
 BX1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1667.See file dsdata.txt to determine how the superseded data were derived.
 BX1667
 BX1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR475139(NAD 83)
 BX1667_MARKER: DD = SURVEY DISK
 BX1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1667_STAMPING: C 2450
 BX1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1667+STABILITY: SURFACE MOTION
 BX1667
 BX1667  HISTORY     - Date     Condition        Report By
 BX1667  HISTORY     - UNK      MONUMENTED       LAGS
 BX1667  HISTORY     - 1959     GOOD             CGS
 BX1667
 BX1667                          STATION DESCRIPTION
 BX1667
 BX1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1667'5.9 MI SE FROM PACKTON.
 BX1667'LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE RAILROAD
 BX1667'CROSSING AT PACKTON, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 472,
 BX1667'AT THE SOUTHEAST ANGLE OF THE JUNCTION WITH A SIDE ROAD LEADING EAST.
 BX1667'IT IS 40 FEET SOUTH OF THE CENTER OF THE ROAD LEADING EAST, 80 FEET
 BX1667'EAST OF THE CENTERLINE OF STATE HIGHWAY 472, 21 FEET NORTHWEST OF A
 BX1667'TRIANGULAR BLAZED 3 FOOT PINE TREE, 29 FEET NORTHEAST OF A TRIANGULAR
 BX1667'BLAZED 2 FOOT OAK TREE, 73 FEET SOUTHWEST OF A 3-FOOT PINE TREE AND 1
 BX1667'FOOT EAST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A
 BX1667'STANDARD LOUISIANA STATE SURVEY DISK, STAMPED C 2450, SET IN THE TOP
 BX1667'OF A 6-INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1668 ***********************************************************************
 BX1668  DESIGNATION -  C 2451 LAGS
 BX1668  PID         -  BX1668
 BX1668  STATE/COUNTY-  LA/GRANT
 BX1668  USGS QUAD   -  GEORGETOWN (1984)
 BX1668
 BX1668                         *CURRENT SURVEY CONTROL
 BX1668  ___________________________________________________________________
 BX1668* NAD 83(1986)-  31 45 46.     (N)    092 29 52.     (W)     SCALED    
 BX1668* NAVD 88     -        31.84   (+/-2cm)     104.5    (feet)  VERTCON   
 BX1668  ___________________________________________________________________
 BX1668  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1668
 BX1668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1668
 BX1668.The horizontal coordinates were scaled from a topographic map and have
 BX1668.an estimated accuracy of +/- 6 seconds.
 BX1668
 BX1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1668.The vertical order pertains to the NGVD 29 superseded value.
 BX1668
 BX1668.The geoid height was determined by GEOID03.
 BX1668
 BX1668;                    North         East    Units  Estimated Accuracy
 BX1668;SPC LA N     -   140,010.    1,000,210.      MT  (+/- 180 meters Scaled)
 BX1668
 BX1668                          SUPERSEDED SURVEY CONTROL
 BX1668
 BX1668  NGVD 29 (??/??/??)   31.849  (m)          104.49   (f) ADJUSTED    2 0
 BX1668
 BX1668.Superseded values are not recommended for survey control.
 BX1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1668.See file dsdata.txt to determine how the superseded data were derived.
 BX1668
 BX1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR475142(NAD 83)
 BX1668_MARKER: DD = SURVEY DISK
 BX1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1668_STAMPING: C 2451
 BX1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1668+STABILITY: SURFACE MOTION
 BX1668
 BX1668  HISTORY     - Date     Condition        Report By
 BX1668  HISTORY     - UNK      MONUMENTED       LAGS
 BX1668  HISTORY     - 1959     GOOD             CGS
 BX1668
 BX1668                          STATION DESCRIPTION
 BX1668
 BX1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1668'5.7 MI SE FROM PACKTON.
 BX1668'LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE RAILROAD
 BX1668'CROSSING AT PACKTON, THENCE SOUTH ALONG STATE HIGHWAY 472 FOR 0.9
 BX1668'MILES TO THE SOUTH END OF THE BRIDGE OVER BIG BEAR CREEK AND THE MARK
 BX1668'ON THE RIGHT ON THE TOP OF A 6-FOOT BANK.  IT IS 225 FEET SOUTHWEST OF
 BX1668'THE SOUTHWEST CORNER OF THE BRIDGE, ABOUT 300 FEET NORTHWEST OF A
 BX1668'WHITE FARM HOUSE EAST OF THE ROAD, 69 FEET WEST OF THE CENTERLINE OF
 BX1668'STATE HIGHWAY 472, 13 FEET EAST OF A FENCE LINE, 33 FEET NORTH OF THE
 BX1668'PROJECTED PLANE OF THE NORTH WALL OF AN OLD HOUSE WEST OF THE ROAD, 4
 BX1668'FEET EAST OF A CONCRETE WITNESS POST AND 1 FOOT WEST OF A METAL
 BX1668'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD LOUISIANA
 BX1668'GEODETIC SURVEY DISK, STAMPED C 2451, SET IN THE TOP OF A 6-INCH
 BX1668'SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1669 ***********************************************************************
 BX1669  DESIGNATION -  C 2452 LAGS
 BX1669  PID         -  BX1669
 BX1669  STATE/COUNTY-  LA/GRANT
 BX1669  USGS QUAD   -  GEORGETOWN (1984)
 BX1669
 BX1669                         *CURRENT SURVEY CONTROL
 BX1669  ___________________________________________________________________
 BX1669* NAD 83(1986)-  31 45 57.     (N)    092 29 50.     (W)     SCALED    
 BX1669* NAVD 88     -        32.84   (+/-2cm)     107.7    (feet)  VERTCON   
 BX1669  ___________________________________________________________________
 BX1669  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1669
 BX1669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1669
 BX1669.The horizontal coordinates were scaled from a topographic map and have
 BX1669.an estimated accuracy of +/- 6 seconds.
 BX1669
 BX1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1669.The vertical order pertains to the NGVD 29 superseded value.
 BX1669
 BX1669.The geoid height was determined by GEOID03.
 BX1669
 BX1669;                    North         East    Units  Estimated Accuracy
 BX1669;SPC LA N     -   140,350.    1,000,260.      MT  (+/- 180 meters Scaled)
 BX1669
 BX1669                          SUPERSEDED SURVEY CONTROL
 BX1669
 BX1669  NGVD 29 (??/??/??)   32.854  (m)          107.79   (f) ADJUSTED    2 0
 BX1669
 BX1669.Superseded values are not recommended for survey control.
 BX1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1669.See file dsdata.txt to determine how the superseded data were derived.
 BX1669
 BX1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR476145(NAD 83)
 BX1669_MARKER: DD = SURVEY DISK
 BX1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1669_STAMPING: C 2452
 BX1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1669+STABILITY: SURFACE MOTION
 BX1669
 BX1669  HISTORY     - Date     Condition        Report By
 BX1669  HISTORY     - UNK      MONUMENTED       LAGS
 BX1669  HISTORY     - 1949     GOOD             CGS
 BX1669
 BX1669                          STATION DESCRIPTION
 BX1669
 BX1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1669'5.55 MI SE FROM PACKTON.
 BX1669'4.8 MILES EAST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1669'RAILROAD STATION AT PACKTON, THENCE 0.75 MILE SOUTH ALONG STATE
 BX1669'HIGHWAY 232, ABOUT 300 FEET WEST OF AND ACROSS THE ROAD FROM A WHITE
 BX1669'PAINTED FARM HOUSE, 82 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BX1669'45.0 FEET NORTHWEST OF A 20-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BX1669'EAST SIDE OF THE TREE, 53.0 FEET SOUTHWEST OF A 20-INCH PINE WITH A
 BX1669'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 56.0 FEET WEST OF A
 BX1669'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BX1669'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1670 ***********************************************************************
 BX1670  DESIGNATION -  C 2452 LAGS RESET 1959
 BX1670  PID         -  BX1670
 BX1670  STATE/COUNTY-  LA/GRANT
 BX1670  USGS QUAD   -  GEORGETOWN (1984)
 BX1670
 BX1670                         *CURRENT SURVEY CONTROL
 BX1670  ___________________________________________________________________
 BX1670* NAD 83(1986)-  31 45 57.     (N)    092 29 51.     (W)     SCALED    
 BX1670* NAVD 88     -        32.32   (+/-2cm)     106.0    (feet)  VERTCON   
 BX1670  ___________________________________________________________________
 BX1670  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1670
 BX1670  VERT ORDER  -  THIRD (See Below)
 BX1670
 BX1670.The horizontal coordinates were scaled from a topographic map and have
 BX1670.an estimated accuracy of +/- 6 seconds.
 BX1670
 BX1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1670.The vertical order pertains to the NGVD 29 superseded value.
 BX1670
 BX1670.The geoid height was determined by GEOID03.
 BX1670
 BX1670;                    North         East    Units  Estimated Accuracy
 BX1670;SPC LA N     -   140,350.    1,000,240.      MT  (+/- 180 meters Scaled)
 BX1670
 BX1670                          SUPERSEDED SURVEY CONTROL
 BX1670
 BX1670  NGVD 29 (??/??/??)   32.33   (m)          106.1    (f) RESET       3  
 BX1670
 BX1670.Superseded values are not recommended for survey control.
 BX1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1670.See file dsdata.txt to determine how the superseded data were derived.
 BX1670
 BX1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR475145(NAD 83)
 BX1670_MARKER: DB = BENCH MARK DISK
 BX1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1670_STAMPING: C 2452 RESET 1959
 BX1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1670+STABILITY: SURFACE MOTION
 BX1670
 BX1670  HISTORY     - Date     Condition        Report By
 BX1670  HISTORY     - 1959     MONUMENTED       CGS
 BX1670
 BX1670                          STATION DESCRIPTION
 BX1670
 BX1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1670'5.5 MI SE FROM PACKTON.
 BX1670'THE MARK IS LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE
 BX1670'RAILROAD CROSSING AT PACKTON, THENCE 0.7 MILE SOUTH ALONG STATE
 BX1670'HIGHWAY 472, BETWEEN THE OLD AND THE NEW HIGHWAYS, 209 FEET WEST OF
 BX1670'THE NORTHWEST CORNER OF A SMALL WHITE HOUSE EAST OF THE ROAD, 50 FEET
 BX1670'EAST OF THE CENTER OF THE NEW HIGHWAY, 33 FEET WEST OF THE SIGN, AND
 BX1670'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1671 ***********************************************************************
 BX1671  DESIGNATION -  C 2454 LAGS
 BX1671  PID         -  BX1671
 BX1671  STATE/COUNTY-  LA/GRANT
 BX1671  USGS QUAD   -  GEORGETOWN (1984)
 BX1671
 BX1671                         *CURRENT SURVEY CONTROL
 BX1671  ___________________________________________________________________
 BX1671* NAD 83(1986)-  31 46 31.     (N)    092 29 48.     (W)     SCALED    
 BX1671* NAVD 88     -        33.37   (+/-2cm)     109.5    (feet)  VERTCON   
 BX1671  ___________________________________________________________________
 BX1671  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1671
 BX1671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1671
 BX1671.The horizontal coordinates were scaled from a topographic map and have
 BX1671.an estimated accuracy of +/- 6 seconds.
 BX1671
 BX1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1671.The vertical order pertains to the NGVD 29 superseded value.
 BX1671
 BX1671.The geoid height was determined by GEOID03.
 BX1671
 BX1671;                    North         East    Units  Estimated Accuracy
 BX1671;SPC LA N     -   141,400.    1,000,320.      MT  (+/- 180 meters Scaled)
 BX1671
 BX1671                          SUPERSEDED SURVEY CONTROL
 BX1671
 BX1671  NGVD 29 (??/??/??)   33.378  (m)          109.51   (f) ADJUSTED    2 0
 BX1671
 BX1671.Superseded values are not recommended for survey control.
 BX1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1671.See file dsdata.txt to determine how the superseded data were derived.
 BX1671
 BX1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR476156(NAD 83)
 BX1671_MARKER: DD = SURVEY DISK
 BX1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1671_STAMPING: C 2454 C 2454
 BX1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1671+STABILITY: SURFACE MOTION
 BX1671
 BX1671  HISTORY     - Date     Condition        Report By
 BX1671  HISTORY     - UNK      MONUMENTED       LAGS
 BX1671  HISTORY     - 1949     GOOD             CGS
 BX1671
 BX1671                          STATION DESCRIPTION
 BX1671
 BX1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1671'4.8 MI E FROM PACKTON.
 BX1671'4.8 MILES EAST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1671'RAILROAD STATION AT PACKTON, AT THE JUNCTION WITH STATE HIGHWAY 232,
 BX1671'43 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 108, 19 FEET EAST OF
 BX1671'THE CENTER LINE OF STATE HIGHWAY 232, 25.0 FEET SOUTH OF THE EAST END
 BX1671'OF AN 18 INCH BOX CULVERT, 16.0 FEET SOUTH OF A POWER POLE, 5.0 FEET
 BX1671'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX1671'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1672 ***********************************************************************
 BX1672  DESIGNATION -  C 2454 RESET
 BX1672  PID         -  BX1672
 BX1672  STATE/COUNTY-  LA/GRANT
 BX1672  USGS QUAD   -  GEORGETOWN (1984)
 BX1672
 BX1672                         *CURRENT SURVEY CONTROL
 BX1672  ___________________________________________________________________
 BX1672* NAD 83(1986)-  31 46 31.     (N)    092 29 47.     (W)     SCALED    
 BX1672* NAVD 88     -        32.62   (+/-2cm)     107.0    (feet)  VERTCON   
 BX1672  ___________________________________________________________________
 BX1672  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1672
 BX1672  VERT ORDER  -  THIRD (See Below)
 BX1672
 BX1672.The horizontal coordinates were scaled from a topographic map and have
 BX1672.an estimated accuracy of +/- 6 seconds.
 BX1672
 BX1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1672.The vertical order pertains to the NGVD 29 superseded value.
 BX1672
 BX1672.The geoid height was determined by GEOID03.
 BX1672
 BX1672;                    North         East    Units  Estimated Accuracy
 BX1672;SPC LA N     -   141,400.    1,000,340.      MT  (+/- 180 meters Scaled)
 BX1672
 BX1672                          SUPERSEDED SURVEY CONTROL
 BX1672
 BX1672  NGVD 29 (??/??/??)   32.63   (m)          107.1    (f) RESET       3  
 BX1672
 BX1672.Superseded values are not recommended for survey control.
 BX1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1672.See file dsdata.txt to determine how the superseded data were derived.
 BX1672
 BX1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR476156(NAD 83)
 BX1672_MARKER: DE = TRAVERSE STATION DISK
 BX1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1672_SP_SET: CONCRETE POST
 BX1672_STAMPING: C 2454 RESET 1959
 BX1672_MARK LOGO: LAGS  
 BX1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1672+STABILITY: SURFACE MOTION
 BX1672
 BX1672  HISTORY     - Date     Condition        Report By
 BX1672  HISTORY     - 1959     MONUMENTED       CGS
 BX1672  HISTORY     - 19890220 GOOD             LADTD
 BX1672
 BX1672                          STATION DESCRIPTION
 BX1672
 BX1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1672'4.8 MI E FROM PACKTON.
 BX1672'THE MARK IS LOCATED 4.8 MILES EAST ALONG STATE HIGHWAY 506 FROM THE
 BX1672'RAILROAD CROSSING AT PACKTON, AT THE JUNCTION WITH STATE HIGHWAY 472,
 BX1672'IN THE SOUTHEAST CORNER OF MR. TRACYS FRONT YARD, 34 FEET NORTH OF THE
 BX1672'CENTER OF HIGHWAY 506, 43 FEET NORTHEAST OF THE INTERSECTIONS OF THE
 BX1672'CENTERLINES OF THE TWO ROADS, 11 FEET NORTH-NORTHWEST OF A FENCE
 BX1672'CORNER, 76 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF MR. TRACYS
 BX1672'HOUSE, 8 FEET EAST OF A POWER POLE, AND 1 FOOT NORTH OF A METAL
 BX1672'WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BX1672'PROJECTING 2 INCHES.
 BX1672
 BX1672                          STATION RECOVERY (1989)
 BX1672
 BX1672'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX1672'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) WEST OF GEORGETOWN AND
 BX1672'7.7 KM (4.80 MI) EAST OF PACKTON.  OWNERSHIP LOUISIANA DEPARTMENT OF
 BX1672'TRANSPORTATION AND DEVELOPMENT.
 BX1672'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 165 AND
 BX1672'STATE HIGHWAY 500 IN GEORGETOWN, GO WEST FOR 11.2 KM (6.95 MI) ON
 BX1672'HIGHWAY 500 TO THE MARK ON THE RIGHT.
 BX1672'THE STATION IS 7.2 M (23.6 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BX1672'2.1 M (6.9 FT) NORTHWEST FROM A FENCE POST AND 0.3 M (1.0 FT) NORTH
 BX1672'FROM A WITNESS POST.  THE MARK IS PROJECTING 5.1 CM (2 IN) ABOVE THE
 BX1672'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2595 ***********************************************************************
 CQ2595  DESIGNATION -  C 246
 CQ2595  PID         -  CQ2595
 CQ2595  STATE/COUNTY-  LA/OUACHITA
 CQ2595  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2595
 CQ2595                         *CURRENT SURVEY CONTROL
 CQ2595  ___________________________________________________________________
 CQ2595* NAD 83(1986)-  32 27 48.     (N)    092 03 46.     (W)     SCALED    
 CQ2595* NAVD 88     -        20.086  (meters)      65.90   (feet)  ADJUSTED  
 CQ2595  ___________________________________________________________________
 CQ2595  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2595  DYNAMIC HT  -          20.064 (meters)      65.83  (feet)  COMP
 CQ2595  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 CQ2595
 CQ2595  VERT ORDER  -  SECOND    CLASS I
 CQ2595
 CQ2595.The horizontal coordinates were scaled from a topographic map and have
 CQ2595.an estimated accuracy of +/- 6 seconds.
 CQ2595
 CQ2595.The orthometric height was determined by differential leveling
 CQ2595.and adjusted by the National Geodetic Survey in May 1997..
 CQ2595
 CQ2595.The geoid height was determined by GEOID03.
 CQ2595
 CQ2595.The dynamic height is computed by dividing the NAVD 88
 CQ2595.geopotential number by the normal gravity value computed on the
 CQ2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2595.degrees latitude (g = 980.6199 gals.).
 CQ2595
 CQ2595.The modeled gravity was interpolated from observed gravity values.
 CQ2595
 CQ2595;                    North         East    Units  Estimated Accuracy
 CQ2595;SPC LA N     -   217,770.    1,041,100.      MT  (+/- 180 meters Scaled)
 CQ2595
 CQ2595                          SUPERSEDED SURVEY CONTROL
 CQ2595
 CQ2595.No superseded survey control is available for this station.
 CQ2595
 CQ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR880921(NAD 83)
 CQ2595_MARKER: DB = BENCH MARK DISK
 CQ2595_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ2595_SP_SET: CONCRETE HEADWALL
 CQ2595_STAMPING: C 246 1966
 CQ2595_MARK LOGO: CGS   
 CQ2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2595+STABILITY: SURFACE MOTION
 CQ2595
 CQ2595  HISTORY     - Date     Condition        Report By
 CQ2595  HISTORY     - 1966     MONUMENTED       CGS
 CQ2595  HISTORY     - 1983     GOOD             LADTD
 CQ2595  HISTORY     - 1990     GOOD             USPSQD
 CQ2595  HISTORY     - 1991     GOOD             USPSQD
 CQ2595  HISTORY     - 19910423 GOOD             USPSQD
 CQ2595
 CQ2595                          STATION DESCRIPTION
 CQ2595
 CQ2595'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2595'8.05 KM (5.0 MI) SE FROM MONROE.
 CQ2595'ABOUT 3.2 KM (2.0 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2595'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG THE
 CQ2595'NUTLAND ROAD, THENCE 1.3 KM (0.8 MILE) SOUTHEAST ALONG STATE HIGHWAY
 CQ2595'15, IN SECTION 16, T 17 N, R 4 E, 7.6 METERS (25 FEET) SOUTHWEST OF
 CQ2595'THE CENTERLINE OF THE HIGHWAY, IN THE CENTER OF THE TOP OF THE
 CQ2595'SOUTHWEST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT.
 CQ2595'THE MARK IS ABOVE LEVEL WITH HIGHWAY 15.
 CQ2595
 CQ2595                          STATION RECOVERY (1990)
 CQ2595
 CQ2595'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2595'RECOVERED IN GOOD CONDITION.
 CQ2595
 CQ2595                          STATION RECOVERY (1991)
 CQ2595
 CQ2595'RECOVERY NOTE BY US POWER SQUADRON 1991 (GW)
 CQ2595'RECOVERED IN GOOD CONDITION.
 CQ2595
 CQ2595                          STATION RECOVERY (1991)
 CQ2595
 CQ2595'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1908 ***********************************************************************
 CP1908  DESIGNATION -  C 247
 CP1908  PID         -  CP1908
 CP1908  STATE/COUNTY-  LA/FRANKLIN
 CP1908  USGS QUAD   -  WINNSBORO (1983)
 CP1908
 CP1908                         *CURRENT SURVEY CONTROL
 CP1908  ___________________________________________________________________
 CP1908* NAD 83(1986)-  32 09 11.     (N)    091 39 04.     (W)     SCALED    
 CP1908* NAVD 88     -        23.51   (+/-2cm)      77.1    (feet)  VERTCON   
 CP1908  ___________________________________________________________________
 CP1908  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1908
 CP1908  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1908
 CP1908.The horizontal coordinates were scaled from a topographic map and have
 CP1908.an estimated accuracy of +/- 6 seconds.
 CP1908
 CP1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1908.The vertical order pertains to the NGVD 29 superseded value.
 CP1908
 CP1908.The geoid height was determined by GEOID03.
 CP1908
 CP1908;                    North         East    Units  Estimated Accuracy
 CP1908;SPC LA N     -   183,600.    1,080,070.      MT  (+/- 180 meters Scaled)
 CP1908
 CP1908                          SUPERSEDED SURVEY CONTROL
 CP1908
 CP1908  NGVD 29 (??/??/92)   23.529  (m)           77.19   (f) ADJ UNCH    1 2
 CP1908
 CP1908.Superseded values are not recommended for survey control.
 CP1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1908.See file dsdata.txt to determine how the superseded data were derived.
 CP1908
 CP1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR272581(NAD 83)
 CP1908_MARKER: DB = BENCH MARK DISK
 CP1908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1908_SP_SET: CULVERT
 CP1908_STAMPING: C 247 1966
 CP1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1908+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP1908
 CP1908  HISTORY     - Date     Condition        Report By
 CP1908  HISTORY     - 1966     MONUMENTED       CGS
 CP1908  HISTORY     - 20050318 GOOD             USPSQD
 CP1908
 CP1908                          STATION DESCRIPTION
 CP1908
 CP1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1908'3.95 MI E FROM WINNSBORO.
 CP1908'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1908'WINNSBORO, THENCE 3.55 MILES EAST ALONG STATE HIGHWAY 4, IN SECTION
 CP1908'34, T 14 N, R 8 E, 31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 80
 CP1908'FEET WEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO
 CP1908'THE FLOYD TOWNSEND RESIDENCE, SET IN THE CENTER OF THE TOP OF THE
 CP1908'SOUTH CONCRETE HEAD WALL OF A TRIPLE-CHANNELED CONCRETE CULVERT, AND
 CP1908'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CP1908
 CP1908                          STATION RECOVERY (2005)
 CP1908
 CP1908'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1458 ***********************************************************************
 BW1458  DESIGNATION -  C 248
 BW1458  PID         -  BW1458
 BW1458  STATE/COUNTY-  LA/CATAHOULA
 BW1458  USGS QUAD   -  FOULES (1983)
 BW1458
 BW1458                         *CURRENT SURVEY CONTROL
 BW1458  ___________________________________________________________________
 BW1458* NAD 83(1986)-  31 47 11.     (N)    091 34 32.     (W)     SCALED    
 BW1458* NAVD 88     -        19.79   (+/-2cm)      64.9    (feet)  VERTCON   
 BW1458  ___________________________________________________________________
 BW1458  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1458
 BW1458  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1458
 BW1458.The horizontal coordinates were scaled from a topographic map and have
 BW1458.an estimated accuracy of +/- 6 seconds.
 BW1458
 BW1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1458.The vertical order pertains to the NGVD 29 superseded value.
 BW1458
 BW1458.The geoid height was determined by GEOID03.
 BW1458
 BW1458;                    North         East    Units  Estimated Accuracy
 BW1458;SPC LA N     -   143,000.    1,087,550.      MT  (+/- 180 meters Scaled)
 BW1458
 BW1458                          SUPERSEDED SURVEY CONTROL
 BW1458
 BW1458  NGVD 29 (??/??/92)   19.794  (m)           64.94   (f) ADJ UNCH    1 2
 BW1458
 BW1458.Superseded values are not recommended for survey control.
 BW1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1458.See file dsdata.txt to determine how the superseded data were derived.
 BW1458
 BW1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR348176(NAD 83)
 BW1458_MARKER: DB = BENCH MARK DISK
 BW1458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1458_SP_SET: 72 FT.
 BW1458_STAMPING: C 248 1966
 BW1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1458
 BW1458  HISTORY     - Date     Condition        Report By
 BW1458  HISTORY     - 1966     MONUMENTED       CGS
 BW1458
 BW1458                          STATION DESCRIPTION
 BW1458
 BW1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1458'5.2 MI NW FROM CLAYTON.
 BW1458'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE PUBLIC
 BW1458'ELEMENTARY SCHOOL AT CLAYTON, IN SECTION 5, T 9 N, R 9 E, 43 FEET
 BW1458'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTHEAST OF THE
 BW1458'NORTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 67 FEET NORTHWEST OF
 BW1458'THE SOUTHWEST END OF AN 18-INCH CONCRETE CULVERT, 6 FEET SOUTHEAST OF
 BW1458'A TELEPHONE POLE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1
 BW1458'FOOT BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 BW1458'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED
 BW1458'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1077 ***********************************************************************
 CP1077  DESIGNATION -  C 25
 CP1077  PID         -  CP1077
 CP1077  STATE/COUNTY-  LA/WEST CARROLL
 CP1077  USGS QUAD   -  KILBOURNE (1988)
 CP1077
 CP1077                         *CURRENT SURVEY CONTROL
 CP1077  ___________________________________________________________________
 CP1077* NAD 83(1986)-  32 54 23.     (N)    091 21 47.     (W)     SCALED    
 CP1077* NAVD 88     -        33.752  (meters)     110.73   (feet)  ADJUSTED  
 CP1077  ___________________________________________________________________
 CP1077  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1077  DYNAMIC HT  -          33.715 (meters)     110.61  (feet)  COMP
 CP1077  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 CP1077
 CP1077  VERT ORDER  -  SECOND    CLASS 0
 CP1077
 CP1077.The horizontal coordinates were scaled from a topographic map and have
 CP1077.an estimated accuracy of +/- 6 seconds.
 CP1077
 CP1077.The orthometric height was determined by differential leveling
 CP1077.and adjusted by the National Geodetic Survey in June 1991..
 CP1077
 CP1077.The geoid height was determined by GEOID03.
 CP1077
 CP1077.The dynamic height is computed by dividing the NAVD 88
 CP1077.geopotential number by the normal gravity value computed on the
 CP1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1077.degrees latitude (g = 980.6199 gals.).
 CP1077
 CP1077.The modeled gravity was interpolated from observed gravity values.
 CP1077
 CP1077;                    North         East    Units  Estimated Accuracy
 CP1077;SPC LA N     -   267,380.    1,106,370.      MT  (+/- 180 meters Scaled)
 CP1077
 CP1077                          SUPERSEDED SURVEY CONTROL
 CP1077
 CP1077  NGVD 29 (??/??/92)   33.822  (m)          110.96   (f) ADJ UNCH    2 0
 CP1077
 CP1077.Superseded values are not recommended for survey control.
 CP1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1077.See file dsdata.txt to determine how the superseded data were derived.
 CP1077
 CP1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS530420(NAD 83)
 CP1077_MARKER: DB = BENCH MARK DISK
 CP1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1077_STAMPING: C-25 1935
 CP1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1077+STABILITY: SURFACE MOTION
 CP1077
 CP1077  HISTORY     - Date     Condition        Report By
 CP1077  HISTORY     - 1935     MONUMENTED       CGS
 CP1077  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1077
 CP1077                          STATION DESCRIPTION
 CP1077
 CP1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1077'3.5 MI N FROM OAK GROVE.
 CP1077'3.5 MILES NORTH OF, ALONG M.P. RY., FROM STATION 234 FEET NORTH OF
 CP1077'TILE RAILROAD CULVERT WITH LARGE CONCRETE HEADWALL.  68 FEET NORTH OF
 CP1077'MILEPOST 462.  43.6 FEET WEST OF CENTERLINE OF M.P.R.R. TRACK.  18
 CP1077'FEET SOUTH OF CENTERLINE OF GATEWAY AND CROSS ROAD INTO WM. BYARGEON
 CP1077'FARM.  3.3 FEET EAST OF FENCE.  2.5 FEET BELOW TOP OF RAILS.  TABLET
 CP1077'SET IN PRECAST CONCRETE POST.
 CP1077
 CP1077                          STATION RECOVERY (1982)
 CP1077
 CP1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1755 ***********************************************************************
 BX1755  DESIGNATION -  C 25 1 BOLT
 BX1755  PID         -  BX1755
 BX1755  STATE/COUNTY-  LA/NATCHITOCHES
 BX1755  USGS QUAD   -  HANNA (1992)
 BX1755
 BX1755                         *CURRENT SURVEY CONTROL
 BX1755  ___________________________________________________________________
 BX1755* NAD 83(1986)-  31 55 01.     (N)    093 17 38.     (W)     SCALED    
 BX1755* NAVD 88     -        37.28   (+/-2cm)     122.3    (feet)  VERTCON   
 BX1755  ___________________________________________________________________
 BX1755  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1755
 BX1755  VERT ORDER  -  ? (See Below)
 BX1755
 BX1755.The horizontal coordinates were scaled from a topographic map and have
 BX1755.an estimated accuracy of +/- 6 seconds.
 BX1755
 BX1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1755.The vertical order pertains to the NGVD 29 superseded value.
 BX1755
 BX1755.The geoid height was determined by GEOID03.
 BX1755
 BX1755;                    North         East    Units  Estimated Accuracy
 BX1755;SPC LA N     -   157,380.      924,920.      MT  (+/- 180 meters Scaled)
 BX1755
 BX1755                          SUPERSEDED SURVEY CONTROL
 BX1755
 BX1755  NGVD 29 (??/??/??)   37.339  (m)          122.50   (f) ADJUSTED    ?  
 BX1755
 BX1755.Superseded values are not recommended for survey control.
 BX1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1755.See file dsdata.txt to determine how the superseded data were derived.
 BX1755
 BX1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR722312(NAD 83)
 BX1755_MARKER: P = PIPE CAP
 BX1755_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1755_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1755
 BX1755  HISTORY     - Date     Condition        Report By
 BX1755  HISTORY     - UNK      MONUMENTED       DOD
 BX1755  HISTORY     - 1938     GOOD             CGS
 BX1755  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1755
 BX1755                          STATION DESCRIPTION
 BX1755
 BX1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1755'2.8 MI NW FROM TIMON.
 BX1755'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM TIMON, NATCHITOCHES
 BX1755'PARISH, ABOUT 1 MILE SOUTHEAST OF LAKE END, RED RIVER PARISH, ON THE
 BX1755'RIGHT BANK OF RED RIVER, 42 FEET NORTHEAST OF THE CENTERLINE OF THE
 BX1755'TEXAS AND PACIFIC RAILWAY TRACK, 50 FEET NORTH OF THE STATION-ONE-MILE
 BX1755'SIGN, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET
 BX1755'SOUTHWEST OF A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT
 BX1755'3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BX1755'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1755
 BX1755                          STATION RECOVERY (1969)
 BX1755
 BX1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1754 ***********************************************************************
 BX1754  DESIGNATION -  C 25 1 CAP
 BX1754  PID         -  BX1754
 BX1754  STATE/COUNTY-  LA/NATCHITOCHES
 BX1754  USGS QUAD   -  HANNA (1992)
 BX1754
 BX1754                         *CURRENT SURVEY CONTROL
 BX1754  ___________________________________________________________________
 BX1754* NAD 83(1986)-  31 55 01.     (N)    093 17 38.     (W)     SCALED    
 BX1754* NAVD 88     -        38.51   (+/-2cm)     126.3    (feet)  VERTCON   
 BX1754  ___________________________________________________________________
 BX1754  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1754
 BX1754  VERT ORDER  -  ? (See Below)
 BX1754
 BX1754.The horizontal coordinates were scaled from a topographic map and have
 BX1754.an estimated accuracy of +/- 6 seconds.
 BX1754
 BX1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1754.The vertical order pertains to the NGVD 29 superseded value.
 BX1754
 BX1754.The geoid height was determined by GEOID03.
 BX1754
 BX1754;                    North         East    Units  Estimated Accuracy
 BX1754;SPC LA N     -   157,380.      924,920.      MT  (+/- 180 meters Scaled)
 BX1754
 BX1754                          SUPERSEDED SURVEY CONTROL
 BX1754
 BX1754  NGVD 29 (??/??/??)   38.569  (m)          126.54   (f) ADJUSTED    ?  
 BX1754
 BX1754.Superseded values are not recommended for survey control.
 BX1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1754.See file dsdata.txt to determine how the superseded data were derived.
 BX1754
 BX1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR722312(NAD 83)
 BX1754_MARKER: P = PIPE CAP
 BX1754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1754_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1754
 BX1754  HISTORY     - Date     Condition        Report By
 BX1754  HISTORY     - UNK      MONUMENTED       DOD
 BX1754  HISTORY     - 1938     GOOD             CGS
 BX1754  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1754
 BX1754                          STATION DESCRIPTION
 BX1754
 BX1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1754'2.8 MI NW FROM TIMON.
 BX1754'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM TIMON NATCHITOCHES
 BX1754'PARISH, ABOUT 1 MILE SOUTHEAST OF LAKE END, RED RIVER PARISH, ON THE
 BX1754'RIGHT BANK OF RED RIVER, 42 FEET NORTHEAST OF THE CENTERLINE OF THE
 BX1754'TEXAS AND PACIFIC RAILWAY TRACK, 50 FEET NORTH OF THE STATION-ONE-MILE
 BX1754'SIGN, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET
 BX1754'SOUTHWEST OF A FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BX1754'ARMY, STANDARD CAP.
 BX1754
 BX1754                          STATION RECOVERY (1969)
 BX1754
 BX1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1752 ***********************************************************************
 BX1752  DESIGNATION -  C 25 2 BOLT
 BX1752  PID         -  BX1752
 BX1752  STATE/COUNTY-  LA/NATCHITOCHES
 BX1752  USGS QUAD   -  HANNA (1992)
 BX1752
 BX1752                         *CURRENT SURVEY CONTROL
 BX1752  ___________________________________________________________________
 BX1752* NAD 83(1986)-  31 55 05.     (N)    093 17 49.     (W)     SCALED    
 BX1752* NAVD 88     -        37.67   (+/-2cm)     123.6    (feet)  VERTCON   
 BX1752  ___________________________________________________________________
 BX1752  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1752
 BX1752  VERT ORDER  -  ? (See Below)
 BX1752
 BX1752.The horizontal coordinates were scaled from a topographic map and have
 BX1752.an estimated accuracy of +/- 6 seconds.
 BX1752
 BX1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1752.The vertical order pertains to the NGVD 29 superseded value.
 BX1752
 BX1752.The geoid height was determined by GEOID03.
 BX1752
 BX1752;                    North         East    Units  Estimated Accuracy
 BX1752;SPC LA N     -   157,500.      924,630.      MT  (+/- 180 meters Scaled)
 BX1752
 BX1752                          SUPERSEDED SURVEY CONTROL
 BX1752
 BX1752  NGVD 29 (??/??/??)   37.728  (m)          123.78   (f) ADJUSTED    ?  
 BX1752
 BX1752.Superseded values are not recommended for survey control.
 BX1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1752.See file dsdata.txt to determine how the superseded data were derived.
 BX1752
 BX1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR719313(NAD 83)
 BX1752_MARKER: P = PIPE CAP
 BX1752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1752_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1752
 BX1752  HISTORY     - Date     Condition        Report By
 BX1752  HISTORY     - UNK      MONUMENTED       DOD
 BX1752  HISTORY     - 1957     GOOD             USGS
 BX1752  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1752
 BX1752                          STATION DESCRIPTION
 BX1752
 BX1752'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1752'3 MI NW FROM TIMON.
 BX1752'ABOUT 3 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM TIMON,
 BX1752'NATCHITOCHES PARISH, 0.8 MILE SOUTHEAST OF LAKE END, RED RIVER PARISH,
 BX1752'ON THE RIGHT BANK OF RED RIVER, 45 FEET NORTHEAST OF THE CENTERLINE OF
 BX1752'THE TEXAS AND PACIFIC RAILWAY TRACK, 60 FEET SOUTH OF A 14-INCH
 BX1752'HACKBERRY TREE AND A 16-INCH ELM TREE GROWN TOGETHER, 25 FEET
 BX1752'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET NORTHWEST OF
 BX1752'THE CENTERLINE OF A ROAD WHICH CROSSES THE T. AND P. RY.  A COPPER
 BX1752'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BX1752'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BX1752'ARMY, STANDARD CAP.
 BX1752
 BX1752                          STATION RECOVERY (1969)
 BX1752
 BX1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1751 ***********************************************************************
 BX1751  DESIGNATION -  C 25 2 CAP
 BX1751  PID         -  BX1751
 BX1751  STATE/COUNTY-  LA/NATCHITOCHES
 BX1751  USGS QUAD   -  HANNA (1992)
 BX1751
 BX1751                         *CURRENT SURVEY CONTROL
 BX1751  ___________________________________________________________________
 BX1751* NAD 83(1986)-  31 55 05.     (N)    093 17 49.     (W)     SCALED    
 BX1751* NAVD 88     -        38.98   (+/-2cm)     127.9    (feet)  VERTCON   
 BX1751  ___________________________________________________________________
 BX1751  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1751
 BX1751  VERT ORDER  -  ? (See Below)
 BX1751
 BX1751.The horizontal coordinates were scaled from a topographic map and have
 BX1751.an estimated accuracy of +/- 6 seconds.
 BX1751
 BX1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1751.The vertical order pertains to the NGVD 29 superseded value.
 BX1751
 BX1751.The geoid height was determined by GEOID03.
 BX1751
 BX1751;                    North         East    Units  Estimated Accuracy
 BX1751;SPC LA N     -   157,500.      924,630.      MT  (+/- 180 meters Scaled)
 BX1751
 BX1751                          SUPERSEDED SURVEY CONTROL
 BX1751
 BX1751  NGVD 29 (??/??/??)   39.041  (m)          128.09   (f) ADJUSTED    ?  
 BX1751
 BX1751.Superseded values are not recommended for survey control.
 BX1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1751.See file dsdata.txt to determine how the superseded data were derived.
 BX1751
 BX1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR719313(NAD 83)
 BX1751_MARKER: P = PIPE CAP
 BX1751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1751_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1751
 BX1751  HISTORY     - Date     Condition        Report By
 BX1751  HISTORY     - UNK      MONUMENTED       DOD
 BX1751  HISTORY     - 1957     GOOD             USGS
 BX1751  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1751
 BX1751                          STATION DESCRIPTION
 BX1751
 BX1751'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1751'3 MI NW FROM TIMON.
 BX1751'ABOUT 3 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM TIMON,
 BX1751'NATCHITOCHES PARISH, 0.8 MILE SOUTHEAST OF LAKE END, RED RIVER PARISH,
 BX1751'ON THE RIGHT BANK OF RED RIVER, 45 FEET NORTHEAST OF THE CENTERLINE OF
 BX1751'THE TEXAS AND PACIFIC RAILWAY TRACK, 60 FEET SOUTH OF A 14-INCH
 BX1751'HACKBERRY TREE AND A 16-INCH ELM TREE GROWN TOGETHER, 25 FEET
 BX1751'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET NORTHWEST OF
 BX1751'THE CENTERLINE OF A ROAD WHICH CROSSES THE T. AND P. RY.  AN IRON PIPE
 BX1751'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1751
 BX1751                          STATION RECOVERY (1969)
 BX1751
 BX1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1749 ***********************************************************************
 BX1749  DESIGNATION -  C 25 3 BOLT
 BX1749  PID         -  BX1749
 BX1749  STATE/COUNTY-  LA/RED RIVER
 BX1749  USGS QUAD   -  HANNA (1992)
 BX1749
 BX1749                         *CURRENT SURVEY CONTROL
 BX1749  ___________________________________________________________________
 BX1749* NAD 83(1986)-  31 56 35.     (N)    093 19 44.     (W)     SCALED    
 BX1749* NAVD 88     -        37.56   (+/-2cm)     123.2    (feet)  VERTCON   
 BX1749  ___________________________________________________________________
 BX1749  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1749
 BX1749  VERT ORDER  -  ? (See Below)
 BX1749
 BX1749.The horizontal coordinates were scaled from a topographic map and have
 BX1749.an estimated accuracy of +/- 6 seconds.
 BX1749
 BX1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1749.The vertical order pertains to the NGVD 29 superseded value.
 BX1749
 BX1749.The geoid height was determined by GEOID03.
 BX1749
 BX1749;                    North         East    Units  Estimated Accuracy
 BX1749;SPC LA N     -   160,300.      921,640.      MT  (+/- 180 meters Scaled)
 BX1749
 BX1749                          SUPERSEDED SURVEY CONTROL
 BX1749
 BX1749  NGVD 29 (??/??/??)   37.613  (m)          123.40   (f) ADJUSTED    ?  
 BX1749
 BX1749.Superseded values are not recommended for survey control.
 BX1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1749.See file dsdata.txt to determine how the superseded data were derived.
 BX1749
 BX1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR689341(NAD 83)
 BX1749_MARKER: P = PIPE CAP
 BX1749_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1749_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1749
 BX1749  HISTORY     - Date     Condition        Report By
 BX1749  HISTORY     - UNK      MONUMENTED       DOD
 BX1749  HISTORY     - 1938     GOOD             CGS
 BX1749  HISTORY     - 1969     GOOD             CGS
 BX1749  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1749
 BX1749                          STATION DESCRIPTION
 BX1749
 BX1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1749'2.1 MI NW FROM LAKE END.
 BX1749'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM LAKE END, RED RIVER
 BX1749'PARISH, ON THE RIGHT BANK OF RED RIVER, 85 FEET EAST OF TELEPHONE POLE
 BX1749'9528, 35 FEET NORTHEAST OF THE CENTERLINE OF THE TEXAS AND PACIFIC
 BX1749'RAILWAY TRACK, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 BX1749'12 FEET SOUTH OF THE CENTERLINE OF A ROAD.  A COPPER BOLT, SET IN THE
 BX1749'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BX1749'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BX1749'CAP.
 BX1749
 BX1749                          STATION RECOVERY (1969)
 BX1749
 BX1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1749'RECOVERED IN GOOD CONDITION.
 BX1749
 BX1749                          STATION RECOVERY (2006)
 BX1749
 BX1749'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX1749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1750 ***********************************************************************
 BX1750  DESIGNATION -  C 25 3 CAP
 BX1750  PID         -  BX1750
 BX1750  STATE/COUNTY-  LA/RED RIVER
 BX1750  USGS QUAD   -  HANNA (1992)
 BX1750
 BX1750                         *CURRENT SURVEY CONTROL
 BX1750  ___________________________________________________________________
 BX1750* NAD 83(1986)-  31 56 35.     (N)    093 19 44.     (W)     SCALED    
 BX1750* NAVD 88     -        38.86   (+/-2cm)     127.5    (feet)  VERTCON   
 BX1750  ___________________________________________________________________
 BX1750  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1750
 BX1750  VERT ORDER  -  ? (See Below)
 BX1750
 BX1750.The horizontal coordinates were scaled from a topographic map and have
 BX1750.an estimated accuracy of +/- 6 seconds.
 BX1750
 BX1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1750.The vertical order pertains to the NGVD 29 superseded value.
 BX1750
 BX1750.The geoid height was determined by GEOID03.
 BX1750
 BX1750;                    North         East    Units  Estimated Accuracy
 BX1750;SPC LA N     -   160,300.      921,640.      MT  (+/- 180 meters Scaled)
 BX1750
 BX1750                          SUPERSEDED SURVEY CONTROL
 BX1750
 BX1750  NGVD 29 (??/??/??)   38.920  (m)          127.69   (f) ADJUSTED    ?  
 BX1750
 BX1750.Superseded values are not recommended for survey control.
 BX1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1750.See file dsdata.txt to determine how the superseded data were derived.
 BX1750
 BX1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR689341(NAD 83)
 BX1750_MARKER: P = PIPE CAP
 BX1750_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1750_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1750
 BX1750  HISTORY     - Date     Condition        Report By
 BX1750  HISTORY     - UNK      MONUMENTED       DOD
 BX1750  HISTORY     - 1969     GOOD             CGS
 BX1750  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1750  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1750
 BX1750                          STATION DESCRIPTION
 BX1750
 BX1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1750'2.1 MI NW FROM LAKE END.
 BX1750'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM LAKE END, RED RIVER
 BX1750'PARISH, ON THE RIGHT BANK OF RED RIVER, 85 FEET EAST OF TELEPHONE POLE
 BX1750'9528, 35 FEET NORTHEAST OF THE CENTERLINE OF THE TEXAS AND PACIFIC
 BX1750'RAILWAY TRACK, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 BX1750'12 FEET SOUTH OF THE CENTERLINE OF A ROAD.  AN IRON PIPE BEARING A
 BX1750'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1750
 BX1750                          STATION RECOVERY (1977)
 BX1750
 BX1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1750'A THOROUGH SEARCH WAS MADE BUT THIS MARK WAS NOT FOUND.
 BX1750
 BX1750                          STATION RECOVERY (2001)
 BX1750
 BX1750'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1740 ***********************************************************************
 BX1740  DESIGNATION -  C 25 5 BOLT
 BX1740  PID         -  BX1740
 BX1740  STATE/COUNTY-  LA/RED RIVER
 BX1740  USGS QUAD   -  HANNA (1992)
 BX1740
 BX1740                         *CURRENT SURVEY CONTROL
 BX1740  ___________________________________________________________________
 BX1740* NAD 83(1986)-  31 58 23.     (N)    093 21 28.     (W)     SCALED    
 BX1740* NAVD 88     -        39.63   (+/-2cm)     130.0    (feet)  VERTCON   
 BX1740  ___________________________________________________________________
 BX1740  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1740
 BX1740  VERT ORDER  -  ? (See Below)
 BX1740
 BX1740.The horizontal coordinates were scaled from a topographic map and have
 BX1740.an estimated accuracy of +/- 6 seconds.
 BX1740
 BX1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1740.The vertical order pertains to the NGVD 29 superseded value.
 BX1740
 BX1740.The geoid height was determined by GEOID03.
 BX1740
 BX1740;                    North         East    Units  Estimated Accuracy
 BX1740;SPC LA N     -   163,650.      918,930.      MT  (+/- 180 meters Scaled)
 BX1740
 BX1740                          SUPERSEDED SURVEY CONTROL
 BX1740
 BX1740  NGVD 29 (??/??/??)   39.684  (m)          130.20   (f) ADJUSTED    ?  
 BX1740
 BX1740.Superseded values are not recommended for survey control.
 BX1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1740.See file dsdata.txt to determine how the superseded data were derived.
 BX1740
 BX1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR661375(NAD 83)
 BX1740_MARKER: P = PIPE CAP
 BX1740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1740_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1740
 BX1740  HISTORY     - Date     Condition        Report By
 BX1740  HISTORY     - UNK      MONUMENTED       DOD
 BX1740  HISTORY     - 1957     GOOD             USGS
 BX1740  HISTORY     - 1969     GOOD             CGS
 BX1740  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1740
 BX1740                          STATION DESCRIPTION
 BX1740
 BX1740'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1740'1 MI NW FROM HANNA.
 BX1740'ABOUT 1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM HANNA, RED RIVER
 BX1740'PARISH, ON THE RIGHT BANK OF RED RIVER, 45 FEET SOUTHWEST OF A CATTLE
 BX1740'GAP, 30 FEET SOUTHEAST OF THE HIGHWAY, 29 FEET NORTHWEST OF POLE 9620,
 BX1740'6 FEET NORTH OF THE SOUTH FENCE CORNER, AND ON THE TEXAS AND PACIFIC
 BX1740'RAILWAY RIGHT-OF-WAY.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT
 BX1740'3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BX1740'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1740
 BX1740                          STATION RECOVERY (1969)
 BX1740
 BX1740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1740'RECOVERED IN GOOD CONDITION.
 BX1740
 BX1740                          STATION RECOVERY (2006)
 BX1740
 BX1740'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX1740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1739 ***********************************************************************
 BX1739  DESIGNATION -  C 25 5 CAP
 BX1739  PID         -  BX1739
 BX1739  STATE/COUNTY-  LA/RED RIVER
 BX1739  USGS QUAD   -  HANNA (1992)
 BX1739
 BX1739                         *CURRENT SURVEY CONTROL
 BX1739  ___________________________________________________________________
 BX1739* NAD 83(1986)-  31 58 23.     (N)    093 21 28.     (W)     SCALED    
 BX1739* NAVD 88     -        40.97   (+/-2cm)     134.4    (feet)  VERTCON   
 BX1739  ___________________________________________________________________
 BX1739  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1739
 BX1739  VERT ORDER  -  ? (See Below)
 BX1739
 BX1739.The horizontal coordinates were scaled from a topographic map and have
 BX1739.an estimated accuracy of +/- 6 seconds.
 BX1739
 BX1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1739.The vertical order pertains to the NGVD 29 superseded value.
 BX1739
 BX1739.The geoid height was determined by GEOID03.
 BX1739
 BX1739;                    North         East    Units  Estimated Accuracy
 BX1739;SPC LA N     -   163,650.      918,930.      MT  (+/- 180 meters Scaled)
 BX1739
 BX1739                          SUPERSEDED SURVEY CONTROL
 BX1739
 BX1739  NGVD 29 (??/??/??)   41.027  (m)          134.60   (f) ADJUSTED    ?  
 BX1739
 BX1739.Superseded values are not recommended for survey control.
 BX1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1739.See file dsdata.txt to determine how the superseded data were derived.
 BX1739
 BX1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR661375(NAD 83)
 BX1739_MARKER: P = PIPE CAP
 BX1739_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1739_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1739
 BX1739  HISTORY     - Date     Condition        Report By
 BX1739  HISTORY     - UNK      MONUMENTED       DOD
 BX1739  HISTORY     - 1957     GOOD             USGS
 BX1739  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1739
 BX1739                          STATION DESCRIPTION
 BX1739
 BX1739'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1739'1 MI NW FROM HANNA.
 BX1739'ABOUT 1 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM HANNA, RED RIVER
 BX1739'PARISH, ON THE RIGHT BANK OF RED RIVER, 45 FEET SOUTHWEST OF A CATTLE
 BX1739'GAP, 30 FEET SOUTHEAST OF THE HIGHWAY, 29 FEET NORTHWEST OF POLE 9620,
 BX1739'6 FEET NORTH OF THE SOUTH FENCE CORNER, AND ON THE TEXAS AND PACIFIC
 BX1739'RAILWAY RIGHT-OF-WAY.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BX1739'ARMY, STANDARD CAP.
 BX1739
 BX1739                          STATION RECOVERY (1969)
 BX1739
 BX1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1737 ***********************************************************************
 BX1737  DESIGNATION -  C 25 6 BOLT
 BX1737  PID         -  BX1737
 BX1737  STATE/COUNTY-  LA/RED RIVER
 BX1737  USGS QUAD   -  HANNA (1992)
 BX1737
 BX1737                         *CURRENT SURVEY CONTROL
 BX1737  ___________________________________________________________________
 BX1737* NAD 83(1986)-  31 58 36.     (N)    093 21 37.     (W)     SCALED    
 BX1737* NAVD 88     -        39.44   (+/-2cm)     129.4    (feet)  VERTCON   
 BX1737  ___________________________________________________________________
 BX1737  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1737
 BX1737  VERT ORDER  -  ? (See Below)
 BX1737
 BX1737.The horizontal coordinates were scaled from a topographic map and have
 BX1737.an estimated accuracy of +/- 6 seconds.
 BX1737
 BX1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1737.The vertical order pertains to the NGVD 29 superseded value.
 BX1737
 BX1737.The geoid height was determined by GEOID03.
 BX1737
 BX1737;                    North         East    Units  Estimated Accuracy
 BX1737;SPC LA N     -   164,050.      918,700.      MT  (+/- 180 meters Scaled)
 BX1737
 BX1737                          SUPERSEDED SURVEY CONTROL
 BX1737
 BX1737  NGVD 29 (??/??/??)   39.493  (m)          129.57   (f) ADJUSTED    ?  
 BX1737
 BX1737.Superseded values are not recommended for survey control.
 BX1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1737.See file dsdata.txt to determine how the superseded data were derived.
 BX1737
 BX1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR659379(NAD 83)
 BX1737_MARKER: P = PIPE CAP
 BX1737_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1737_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1737
 BX1737  HISTORY     - Date     Condition        Report By
 BX1737  HISTORY     - UNK      MONUMENTED       DOD
 BX1737  HISTORY     - 1957     GOOD             USGS
 BX1737  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1737
 BX1737                          STATION DESCRIPTION
 BX1737
 BX1737'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1737'1.2 MI NW FROM HANNA.
 BX1737'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM HANNA, RED RIVER
 BX1737'PARISH, ON THE RIGHT BANK OF RED RIVER, 42 FEET SOUTHWEST OF THE
 BX1737'CENTERLINE OF THE TEXAS AND PACIFIC RAILWAY TRACK, 2-1/2 POLES SOUTH
 BX1737'OF MILEPOST 35, 33 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15
 BX1737'FEET SOUTHEAST OF THE CENTERLINE OF A ROAD LEADING TO HOLLINGSWORTH
 BX1737'CLUB, 12 FEET SOUTHEAST OF THE SIGN TO HOLLINGSWORTH CLUB, AND 4 FEET
 BX1737'EAST OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, SET IN THE TOP OF A
 BX1737'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BX1737'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1737
 BX1737                          STATION RECOVERY (1969)
 BX1737
 BX1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1736 ***********************************************************************
 BX1736  DESIGNATION -  C 25 6 CAP
 BX1736  PID         -  BX1736
 BX1736  STATE/COUNTY-  LA/RED RIVER
 BX1736  USGS QUAD   -  HANNA (1992)
 BX1736
 BX1736                         *CURRENT SURVEY CONTROL
 BX1736  ___________________________________________________________________
 BX1736* NAD 83(1986)-  31 58 36.     (N)    093 21 37.     (W)     SCALED    
 BX1736* NAVD 88     -        40.77   (+/-2cm)     133.8    (feet)  VERTCON   
 BX1736  ___________________________________________________________________
 BX1736  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1736
 BX1736  VERT ORDER  -  ? (See Below)
 BX1736
 BX1736.The horizontal coordinates were scaled from a topographic map and have
 BX1736.an estimated accuracy of +/- 6 seconds.
 BX1736
 BX1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1736.The vertical order pertains to the NGVD 29 superseded value.
 BX1736
 BX1736.The geoid height was determined by GEOID03.
 BX1736
 BX1736;                    North         East    Units  Estimated Accuracy
 BX1736;SPC LA N     -   164,050.      918,700.      MT  (+/- 180 meters Scaled)
 BX1736
 BX1736                          SUPERSEDED SURVEY CONTROL
 BX1736
 BX1736  NGVD 29 (??/??/??)   40.828  (m)          133.95   (f) ADJUSTED    ?  
 BX1736
 BX1736.Superseded values are not recommended for survey control.
 BX1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1736.See file dsdata.txt to determine how the superseded data were derived.
 BX1736
 BX1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR659379(NAD 83)
 BX1736_MARKER: Z = SEE DESCRIPTION
 BX1736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1736_SP_SET: SHOLLOW SET PIPE
 BX1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1736
 BX1736  HISTORY     - Date     Condition        Report By
 BX1736  HISTORY     - UNK      MONUMENTED       DOD
 BX1736  HISTORY     - 1957     GOOD             USGS
 BX1736  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1736  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1736
 BX1736                          STATION DESCRIPTION
 BX1736
 BX1736'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1736'1.2 MI NW FROM HANNA.
 BX1736'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM HANNA, RED RIVER
 BX1736'PARISH, ON THE RIGHT BANK OF RED RIVER, 42 FEET SOUTHWEST OF THE
 BX1736'CENTERLINE OF THE TEXAS AND PACIFIC RAILWAY TRACK, 2-1/2 POLES SOUTH
 BX1736'OF MILEPOST 35, 33 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15
 BX1736'FEET SOUTHEAST OF THE CENTERLINE OF A ROAD LEADING TO HOLLINGSWORTH
 BX1736'CLUB, 12 FEET SOUTHEAST OF THE SIGN TO HOLLINGSWORTH CLUB, AND 4 FEET
 BX1736'EAST OF THE RIGHT-OF-WAY FENCE.  AN IRON PIPE BEARING A CORPS OF
 BX1736'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1736
 BX1736                          STATION RECOVERY (1969)
 BX1736
 BX1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1736'MARK NOT FOUND.
 BX1736
 BX1736                          STATION RECOVERY (2001)
 BX1736
 BX1736'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1859 ***********************************************************************
 BX1859  DESIGNATION -  C 25 8 BOLT
 BX1859  PID         -  BX1859
 BX1859  STATE/COUNTY-  LA/DE SOTO
 BX1859  USGS QUAD   -  EVELYN (1992)
 BX1859
 BX1859                         *CURRENT SURVEY CONTROL
 BX1859  ___________________________________________________________________
 BX1859* NAD 83(1986)-  31 59 22.     (N)    093 26 39.     (W)     SCALED    
 BX1859* NAVD 88     -        38.72   (+/-2cm)     127.0    (feet)  VERTCON   
 BX1859  ___________________________________________________________________
 BX1859  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX1859
 BX1859  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1859
 BX1859.The horizontal coordinates were scaled from a topographic map and have
 BX1859.an estimated accuracy of +/- 6 seconds.
 BX1859
 BX1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1859.The vertical order pertains to the NGVD 29 superseded value.
 BX1859
 BX1859.The geoid height was determined by GEOID03.
 BX1859
 BX1859;                    North         East    Units  Estimated Accuracy
 BX1859;SPC LA N     -   165,530.      910,780.      MT  (+/- 180 meters Scaled)
 BX1859
 BX1859                          SUPERSEDED SURVEY CONTROL
 BX1859
 BX1859  NGVD 29 (??/??/??)   38.772  (m)          127.20   (f) ADJUSTED    1 2
 BX1859
 BX1859.Superseded values are not recommended for survey control.
 BX1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1859.See file dsdata.txt to determine how the superseded data were derived.
 BX1859
 BX1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR580393(NAD 83)
 BX1859_MARKER: P = PIPE CAP
 BX1859_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1859_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1859_STAMPING: 25-8
 BX1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1859
 BX1859  HISTORY     - Date     Condition        Report By
 BX1859  HISTORY     - UNK      MONUMENTED       DOD
 BX1859  HISTORY     - 1938     GOOD             CGS
 BX1859  HISTORY     - 1974     MARK NOT FOUND   USGS
 BX1859
 BX1859                          STATION DESCRIPTION
 BX1859
 BX1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1859'IN EVELYN.
 BX1859'AT EVELYN, DE SOTO PARISH, ON U. S. HIGHWAY 84, 566 FEET NORTHWEST OF
 BX1859'THE JUNCTION OF STATE HIGHWAY 419, 100 FEET SOUTHWEST OF A SMALL
 BX1859'HOUSE, 45 FEET WEST OF A TANK SET IN THE GROUND, 30 FEET EAST OF THE
 BX1859'CENTERLINE OF THE HIGHWAY, AND 7 FEET SOUTHWEST OF A 30-INCH OAK TREE.
 BX1859'A COPPER BOLT, SET IN THE TOP OF A BLOCK OF STONE 4 FEET UNDER
 BX1859'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1859'ENGINEERS, U. S. ARMY, STANDARD CAP, STAMPED 25-8.
 BX1859
 BX1859                          STATION RECOVERY (1974)
 BX1859
 BX1859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BX1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1858 ***********************************************************************
 BX1858  DESIGNATION -  C 25 8 CAP
 BX1858  PID         -  BX1858
 BX1858  STATE/COUNTY-  LA/DE SOTO
 BX1858  USGS QUAD   -  EVELYN (1992)
 BX1858
 BX1858                         *CURRENT SURVEY CONTROL
 BX1858  ___________________________________________________________________
 BX1858* NAD 83(1986)-  31 59 22.     (N)    093 26 39.     (W)     SCALED    
 BX1858* NAVD 88     -        39.95   (+/-2cm)     131.1    (feet)  VERTCON   
 BX1858  ___________________________________________________________________
 BX1858  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX1858
 BX1858  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1858
 BX1858.The horizontal coordinates were scaled from a topographic map and have
 BX1858.an estimated accuracy of +/- 6 seconds.
 BX1858
 BX1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1858.The vertical order pertains to the NGVD 29 superseded value.
 BX1858
 BX1858.The geoid height was determined by GEOID03.
 BX1858
 BX1858;                    North         East    Units  Estimated Accuracy
 BX1858;SPC LA N     -   165,530.      910,780.      MT  (+/- 180 meters Scaled)
 BX1858
 BX1858                          SUPERSEDED SURVEY CONTROL
 BX1858
 BX1858  NGVD 29 (??/??/??)   40.010  (m)          131.27   (f) ADJUSTED    1 2
 BX1858
 BX1858.Superseded values are not recommended for survey control.
 BX1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1858.See file dsdata.txt to determine how the superseded data were derived.
 BX1858
 BX1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR580393(NAD 83)
 BX1858_MARKER: P = PIPE CAP
 BX1858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1858_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1858_STAMPING: 25-8
 BX1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1858
 BX1858  HISTORY     - Date     Condition        Report By
 BX1858  HISTORY     - UNK      MONUMENTED       DOD
 BX1858  HISTORY     - 1938     GOOD             CGS
 BX1858  HISTORY     - 1974     MARK NOT FOUND   USGS
 BX1858
 BX1858                          STATION DESCRIPTION
 BX1858
 BX1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1858'IN EVELYN.
 BX1858'AT EVELYN, DE SOTO PARISH, ON U.S. HIGHWAY 84, 566 FEET NORTHWEST OF
 BX1858'THE JUNCTION OF STATE HIGHWAY 419, 100 FEET SOUTHWEST OF A SMALL
 BX1858'HOUSE, 45 FEET WEST OF A TANK SET IN THE GROUND, 30 FEET EAST OF THE
 BX1858'CENTERLINE OF THE HIGHWAY, AND 7 FEET SOUTHWEST OF A 30-INCH OAK TREE.
 BX1858'AN IRON PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP,
 BX1858'STAMPED 25-8.
 BX1858
 BX1858                          STATION RECOVERY (1974)
 BX1858
 BX1858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BX1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0059 ***********************************************************************
 BW0059  DESIGNATION -  C 250
 BW0059  PID         -  BW0059
 BW0059  STATE/COUNTY-  LA/AVOYELLES
 BW0059  USGS QUAD   -  MOREAUVILLE (1996)
 BW0059
 BW0059                         *CURRENT SURVEY CONTROL
 BW0059  ___________________________________________________________________
 BW0059* NAD 83(1986)-  31 00 47.     (N)    091 54 57.     (W)     SCALED    
 BW0059* NAVD 88     -        14.861  (meters)      48.76   (feet)  ADJUSTED  
 BW0059  ___________________________________________________________________
 BW0059  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BW0059  DYNAMIC HT  -          14.843 (meters)      48.70  (feet)  COMP
 BW0059  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 BW0059
 BW0059  VERT ORDER  -  FIRST     CLASS I
 BW0059
 BW0059.The horizontal coordinates were scaled from a topographic map and have
 BW0059.an estimated accuracy of +/- 6 seconds.
 BW0059
 BW0059.The orthometric height was determined by differential leveling
 BW0059.and adjusted by the National Geodetic Survey in February 1994..
 BW0059
 BW0059.The geoid height was determined by GEOID03.
 BW0059
 BW0059.The dynamic height is computed by dividing the NAVD 88
 BW0059.geopotential number by the normal gravity value computed on the
 BW0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0059.degrees latitude (g = 980.6199 gals.).
 BW0059
 BW0059.The modeled gravity was interpolated from observed gravity values.
 BW0059
 BW0059;                    North         East    Units  Estimated Accuracy
 BW0059;SPC LA N     -    57,040.    1,055,790.      MT  (+/- 180 meters Scaled)
 BW0059
 BW0059                          SUPERSEDED SURVEY CONTROL
 BW0059
 BW0059  NAVD 88 (06/15/91)   14.885  (m)           48.84   (f) UNKNOWN     1 1
 BW0059  NGVD 29 (??/??/??)   14.843  (m)           48.70   (f) ADJUSTED    1 1
 BW0059
 BW0059.Superseded values are not recommended for survey control.
 BW0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0059.See file dsdata.txt to determine how the superseded data were derived.
 BW0059
 BW0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ034315(NAD 83)
 BW0059_MARKER: DB = BENCH MARK DISK
 BW0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0059_SP_SET: CULVERT
 BW0059_STAMPING: C 250 1966
 BW0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0059
 BW0059  HISTORY     - Date     Condition        Report By
 BW0059  HISTORY     - 1966     MONUMENTED       CGS
 BW0059  HISTORY     - 1977     GOOD             NGS
 BW0059
 BW0059                          STATION DESCRIPTION
 BW0059
 BW0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0059'4.25 MI E FROM MOREAUVILLE.
 BW0059'ABOUT 4.25 MILES EAST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW0059'SOUTHERN RAILROAD STATION AT MOREAUVILLE, OR ABOUT 6.5 MILES EAST
 BW0059'ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING CATHOLIC CHURCH AT
 BW0059'SIMMESPORT, ABOUT 0.35 MILE SOUTHEAST OF A LEVEE, 28 FEET SOUTHWEST OF
 BW0059'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF
 BW0059'THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT WHICH WAS CONSTRUCTED IN
 BW0059'1963, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW0059
 BW0059                          STATION RECOVERY (1977)
 BW0059
 BW0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0059'4.5 MILES EAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BW0059'HIGHWAYS 1 AND 451 AT MOREAUVILLE OR ABOUT 6.8 MILES WEST
 BW0059'ALONG STATE HIGHWAY 1 FROM THE INTERSECTION OF STATE HIGHWAYS
 BW0059'1 AND 105 AT SIMMESPORT, ABOUT 0.35 MILE SOUTHEAST OF THE
 BW0059'LEVEE, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BW0059'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 BW0059'HEAD WALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1514 ***********************************************************************
 BW1514  DESIGNATION -  C 251
 BW1514  PID         -  BW1514
 BW1514  STATE/COUNTY-  LA/CONCORDIA
 BW1514  USGS QUAD   -  FROGMORE (1994)
 BW1514
 BW1514                         *CURRENT SURVEY CONTROL
 BW1514  ___________________________________________________________________
 BW1514* NAD 83(1986)-  31 36 35.     (N)    091 39 32.     (W)     SCALED    
 BW1514* NAVD 88     -        17.80   (+/-2cm)      58.4    (feet)  VERTCON   
 BW1514  ___________________________________________________________________
 BW1514  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1514
 BW1514  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1514
 BW1514.The horizontal coordinates were scaled from a topographic map and have
 BW1514.an estimated accuracy of +/- 6 seconds.
 BW1514
 BW1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1514.The vertical order pertains to the NGVD 29 superseded value.
 BW1514
 BW1514.The geoid height was determined by GEOID03.
 BW1514
 BW1514;                    North         East    Units  Estimated Accuracy
 BW1514;SPC LA N     -   123,350.    1,079,810.      MT  (+/- 180 meters Scaled)
 BW1514
 BW1514                          SUPERSEDED SURVEY CONTROL
 BW1514
 BW1514  NGVD 29 (??/??/92)   17.794  (m)           58.38   (f) ADJ UNCH    1 2
 BW1514
 BW1514.Superseded values are not recommended for survey control.
 BW1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1514.See file dsdata.txt to determine how the superseded data were derived.
 BW1514
 BW1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ272979(NAD 83)
 BW1514_MARKER: DB = BENCH MARK DISK
 BW1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1514_STAMPING: C 251 1966
 BW1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1514+STABILITY: SURFACE MOTION
 BW1514
 BW1514  HISTORY     - Date     Condition        Report By
 BW1514  HISTORY     - 1966     MONUMENTED       CGS
 BW1514
 BW1514                          STATION DESCRIPTION
 BW1514
 BW1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1514'6.6 MI W FROM FERRIDAY.
 BW1514'ABOUT 6.6 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BW1514'FERRIDAY, ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE POST
 BW1514'OFFICE AT FROGMORE, IN SECTION 4, T 7 N, R 8 E, ABOUT 0.2 MILE EAST OF
 BW1514'A SHARP CURVE IN THE HIGHWAY, 49 FEET NORTH OF THE CENTER LINE OF THE
 BW1514'HIGHWAY, 56 FEET SOUTH OF THE CENTER LINE OF A SMALL LEVEE, 129 FEET
 BW1514'WEST OF A 28-INCH PECAN TREE, 19 FEET SOUTHEAST OF A POWER POLE WHICH
 BW1514'BEARS A TRANSFORMER, 6 1/2 FEET NORTH OF POWER POLE NUMBER 10-190
 BW1514'WHICH BEARS A METER, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 BW1514'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BW1514'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1194 ***********************************************************************
 BW1194  DESIGNATION -  C 253
 BW1194  PID         -  BW1194
 BW1194  STATE/COUNTY-  LA/CONCORDIA
 BW1194  USGS QUAD   -  DEER PARK (1983)
 BW1194
 BW1194                         *CURRENT SURVEY CONTROL
 BW1194  ___________________________________________________________________
 BW1194* NAD 83(1986)-  31 24 02.     (N)    091 35 16.     (W)     SCALED    
 BW1194* NAVD 88     -        16.43   (+/-2cm)      53.9    (feet)  VERTCON   
 BW1194  ___________________________________________________________________
 BW1194  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BW1194
 BW1194  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1194
 BW1194.The horizontal coordinates were scaled from a topographic map and have
 BW1194.an estimated accuracy of +/- 6 seconds.
 BW1194
 BW1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1194.The vertical order pertains to the NGVD 29 superseded value.
 BW1194
 BW1194.The geoid height was determined by GEOID03.
 BW1194
 BW1194;                    North         East    Units  Estimated Accuracy
 BW1194;SPC LA N     -   100,220.    1,086,750.      MT  (+/- 180 meters Scaled)
 BW1194
 BW1194                          SUPERSEDED SURVEY CONTROL
 BW1194
 BW1194  NGVD 29 (??/??/92)   16.415  (m)           53.85   (f) ADJ UNCH    1 2
 BW1194
 BW1194.Superseded values are not recommended for survey control.
 BW1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1194.See file dsdata.txt to determine how the superseded data were derived.
 BW1194
 BW1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ342748(NAD 83)
 BW1194_MARKER: DB = BENCH MARK DISK
 BW1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1194_STAMPING: C 253 1966
 BW1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1194+STABILITY: SURFACE MOTION
 BW1194
 BW1194  HISTORY     - Date     Condition        Report By
 BW1194  HISTORY     - 1966     MONUMENTED       CGS
 BW1194  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1194
 BW1194                          STATION DESCRIPTION
 BW1194
 BW1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1194'16.9 MI SW FROM VIDALIA.
 BW1194'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1194'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1194'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15 TO DEER PARK
 BW1194'LANDING STORE AND CAFE, THENCE 1.25 MILES SOUTHWEST ALONG A GRAVELED
 BW1194'ROAD ON THE TOP OF A LEVEE, 105 FEET SOUTHWEST OF THE CENTER LINE OF A
 BW1194'CATTLE GUARD AND A GRAVELED ROAD, 36 FEET NORTHEAST OF A FENCE CORNER,
 BW1194'1 1/2 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 BW1194'POST, ABOUT 30 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 BW1194'A CONCRETE POST PROJECTING 10 INCHES.
 BW1194
 BW1194                          STATION RECOVERY (1979)
 BW1194
 BW1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1194'NOT RECOVERED-CONSTRUCTION DONE ON LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1257 ***********************************************************************
 BW1257  DESIGNATION -  C 254
 BW1257  PID         -  BW1257
 BW1257  STATE/COUNTY-  LA/CONCORDIA
 BW1257  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1257
 BW1257                         *CURRENT SURVEY CONTROL
 BW1257  ___________________________________________________________________
 BW1257* NAD 83(1986)-  31 13 15.     (N)    091 38 27.     (W)     SCALED    
 BW1257* NAVD 88     -        14.38   (+/-2cm)      47.2    (feet)  VERTCON   
 BW1257  ___________________________________________________________________
 BW1257  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BW1257
 BW1257  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1257
 BW1257.The horizontal coordinates were scaled from a topographic map and have
 BW1257.an estimated accuracy of +/- 6 seconds.
 BW1257
 BW1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1257.The vertical order pertains to the NGVD 29 superseded value.
 BW1257
 BW1257.The geoid height was determined by GEOID03.
 BW1257
 BW1257;                    North         East    Units  Estimated Accuracy
 BW1257;SPC LA N     -    80,250.    1,081,860.      MT  (+/- 180 meters Scaled)
 BW1257
 BW1257                          SUPERSEDED SURVEY CONTROL
 BW1257
 BW1257  NGVD 29 (??/??/92)   14.36   (m)           47.1    (f) COMPUTED    1 2
 BW1257
 BW1257.Superseded values are not recommended for survey control.
 BW1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1257.See file dsdata.txt to determine how the superseded data were derived.
 BW1257
 BW1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ294548(NAD 83)
 BW1257_MARKER: DB = BENCH MARK DISK
 BW1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1257_STAMPING: C 254 1966
 BW1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1257+STABILITY: SURFACE MOTION
 BW1257
 BW1257  HISTORY     - Date     Condition        Report By
 BW1257  HISTORY     - 1966     MONUMENTED       CGS
 BW1257  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1257  HISTORY     - 19910710 MARK NOT FOUND   LADTD
 BW1257
 BW1257                          STATION DESCRIPTION
 BW1257
 BW1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1257'2.2 MI NE FROM SHAW.
 BW1257'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1257'SCHOOLHOUSE AT SHAW, IN SECTION 33, T 3 N, R 8 E, 138 FEET SOUTHWEST
 BW1257'OF THE CENTER LINE OF THE HIGHWAY, 158 FEET SOUTHEAST OF A POWER POLE,
 BW1257'AT THE NORTH CORNER OF A LARGE PASTURE AND THE SOUTHEAST CORNER OF A
 BW1257'TIMBERED AREA, 24 FEET NORTHWEST OF THE CENTER OF A WIRE GATE, 4 FEET
 BW1257'EAST-SOUTHEAST OF A CORNER POST AT A T-JUNCTION OF FENCES, 2 1/2 FEET
 BW1257'NORTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST,
 BW1257'ABOUT 25 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BW1257'CONCRETE POST PROJECTING 8 INCHES.
 BW1257
 BW1257                          STATION RECOVERY (1979)
 BW1257
 BW1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1257'NOT RECOVERED-BELIEVED DESTROYED BY CONSTRUCTION.
 BW1257
 BW1257                          STATION RECOVERY (1991)
 BW1257
 BW1257'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BW1257'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1364 ***********************************************************************
 CP1364  DESIGNATION -  C 255
 CP1364  PID         -  CP1364
 CP1364  STATE/COUNTY-  LA/MADISON
 CP1364  USGS QUAD   -  TENDAL (1986)
 CP1364
 CP1364                         *CURRENT SURVEY CONTROL
 CP1364  ___________________________________________________________________
 CP1364* NAD 83(1986)-  32 26 09.     (N)    091 15 02.     (W)     SCALED    
 CP1364* NAVD 88     -        24.847  (meters)      81.52   (feet)  ADJUSTED  
 CP1364  ___________________________________________________________________
 CP1364  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1364  DYNAMIC HT  -          24.819 (meters)      81.43  (feet)  COMP
 CP1364  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 CP1364
 CP1364  VERT ORDER  -  FIRST     CLASS I
 CP1364
 CP1364.The horizontal coordinates were scaled from a topographic map and have
 CP1364.an estimated accuracy of +/- 6 seconds.
 CP1364
 CP1364.The orthometric height was determined by differential leveling
 CP1364.and adjusted by the National Geodetic Survey in June 1991..
 CP1364
 CP1364.The geoid height was determined by GEOID03.
 CP1364
 CP1364.The dynamic height is computed by dividing the NAVD 88
 CP1364.geopotential number by the normal gravity value computed on the
 CP1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1364.degrees latitude (g = 980.6199 gals.).
 CP1364
 CP1364.The modeled gravity was interpolated from observed gravity values.
 CP1364
 CP1364;                    North         East    Units  Estimated Accuracy
 CP1364;SPC LA N     -   215,320.    1,117,490.      MT  (+/- 180 meters Scaled)
 CP1364
 CP1364                          SUPERSEDED SURVEY CONTROL
 CP1364
 CP1364  NGVD 29 (??/??/??)   24.855  (m)           81.55   (f) ADJUSTED    1 1
 CP1364
 CP1364.Superseded values are not recommended for survey control.
 CP1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1364.See file dsdata.txt to determine how the superseded data were derived.
 CP1364
 CP1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR644900(NAD 83)
 CP1364_MARKER: DB = BENCH MARK DISK
 CP1364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1364_SP_SET: ABUTMENT
 CP1364_STAMPING: C 255 1968
 CP1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1364
 CP1364  HISTORY     - Date     Condition        Report By
 CP1364  HISTORY     - 1968     MONUMENTED       CGS
 CP1364
 CP1364                          STATION DESCRIPTION
 CP1364
 CP1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1364'4.5 MI W FROM TALLULAH.
 CP1364'4.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT TALLULAH,
 CP1364'IN SECTION 28, T 17 N, R 12 E, 15 FEET NORTH OF THE CENTER LINE OF THE
 CP1364'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE BASE FOR THE NORTH
 CP1364'CONCRETE GUARD RAIL AND DIRECTLY ABOVE THE NORTH END OF THE WEST
 CP1364'CONCRETE ABUTMENT FOR A HIGHWAY BRIDGE OVER ROUNDAWAY BAYOU, AND ABOUT
 CP1364'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0076 ***********************************************************************
 CQ0076  DESIGNATION -  C 256
 CQ0076  PID         -  CQ0076
 CQ0076  STATE/COUNTY-  LA/OUACHITA
 CQ0076  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0076
 CQ0076                         *CURRENT SURVEY CONTROL
 CQ0076  ___________________________________________________________________
 CQ0076* NAD 83(1986)-  32 30 56.     (N)    092 24 16.     (W)     SCALED    
 CQ0076* NAVD 88     -        56.797  (meters)     186.34   (feet)  ADJUSTED  
 CQ0076  ___________________________________________________________________
 CQ0076  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0076  DYNAMIC HT  -          56.733 (meters)     186.13  (feet)  COMP
 CQ0076  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CQ0076
 CQ0076  VERT ORDER  -  FIRST     CLASS I
 CQ0076
 CQ0076.The horizontal coordinates were scaled from a topographic map and have
 CQ0076.an estimated accuracy of +/- 6 seconds.
 CQ0076
 CQ0076.The orthometric height was determined by differential leveling
 CQ0076.and adjusted by the National Geodetic Survey in June 1991..
 CQ0076
 CQ0076.The geoid height was determined by GEOID03.
 CQ0076
 CQ0076.The dynamic height is computed by dividing the NAVD 88
 CQ0076.geopotential number by the normal gravity value computed on the
 CQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0076.degrees latitude (g = 980.6199 gals.).
 CQ0076
 CQ0076.The modeled gravity was interpolated from observed gravity values.
 CQ0076
 CQ0076;                    North         East    Units  Estimated Accuracy
 CQ0076;SPC LA N     -   223,480.    1,008,980.      MT  (+/- 180 meters Scaled)
 CQ0076
 CQ0076                          SUPERSEDED SURVEY CONTROL
 CQ0076
 CQ0076  NGVD 29 (??/??/??)   56.855  (m)          186.53   (f) ADJUSTED    1 1
 CQ0076
 CQ0076.Superseded values are not recommended for survey control.
 CQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0076.See file dsdata.txt to determine how the superseded data were derived.
 CQ0076
 CQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR559977(NAD 83)
 CQ0076_MARKER: DB = BENCH MARK DISK
 CQ0076_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0076_SP_SET: 30 FEET
 CQ0076_STAMPING: C 256 1968
 CQ0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0076
 CQ0076  HISTORY     - Date     Condition        Report By
 CQ0076  HISTORY     - 1968     MONUMENTED       CGS
 CQ0076  HISTORY     - 1969     GOOD             CGS
 CQ0076
 CQ0076                          STATION DESCRIPTION
 CQ0076
 CQ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0076'2.8 MI W FROM CALHOUN.
 CQ0076'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0076'CALHOUN, IN SECTION 30, T 18 N, R 1 E, 0.55 MILE EAST OF THE
 CQ0076'OUACHITA-LINCOLN PARISH LINE, 0.15 MILE EAST OF A BRICK FARMHOUSE, 63
 CQ0076'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTHEAST OF A
 CQ0076'POWER POLE WHICH IS BRACED BY A GUY WIRE, 0.9 FOOT NORTH OF A METAL
 CQ0076'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE
 CQ0076'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 30
 CQ0076'FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 2 INCHES
 CQ0076'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2045 ***********************************************************************
 CQ2045  DESIGNATION -  C 257
 CQ2045  PID         -  CQ2045
 CQ2045  STATE/COUNTY-  LA/CADDO
 CQ2045  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2045
 CQ2045                         *CURRENT SURVEY CONTROL
 CQ2045  ___________________________________________________________________
 CQ2045* NAD 83(1986)-  32 30 26.     (N)    093 44 58.     (W)     SCALED    
 CQ2045* NAVD 88     -        63.584  (meters)     208.61   (feet)  ADJUSTED  
 CQ2045  ___________________________________________________________________
 CQ2045  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2045  DYNAMIC HT  -          63.512 (meters)     208.37  (feet)  COMP
 CQ2045  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CQ2045
 CQ2045  VERT ORDER  -  FIRST     CLASS I
 CQ2045
 CQ2045.The horizontal coordinates were scaled from a topographic map and have
 CQ2045.an estimated accuracy of +/- 6 seconds.
 CQ2045
 CQ2045.The orthometric height was determined by differential leveling
 CQ2045.and adjusted by the National Geodetic Survey in June 1991..
 CQ2045
 CQ2045.The geoid height was determined by GEOID03.
 CQ2045
 CQ2045.The dynamic height is computed by dividing the NAVD 88
 CQ2045.geopotential number by the normal gravity value computed on the
 CQ2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2045.degrees latitude (g = 980.6199 gals.).
 CQ2045
 CQ2045.The modeled gravity was interpolated from observed gravity values.
 CQ2045
 CQ2045;                    North         East    Units  Estimated Accuracy
 CQ2045;SPC LA N     -   223,230.      882,600.      MT  (+/- 180 meters Scaled)
 CQ2045
 CQ2045                          SUPERSEDED SURVEY CONTROL
 CQ2045
 CQ2045  NGVD 29 (??/??/??)   63.654  (m)          208.84   (f) ADJUSTED    1 1
 CQ2045
 CQ2045.Superseded values are not recommended for survey control.
 CQ2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2045.See file dsdata.txt to determine how the superseded data were derived.
 CQ2045
 CQ2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR296969(NAD 83)
 CQ2045_MARKER: DB = BENCH MARK DISK
 CQ2045_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2045_SP_SET: 16 FT
 CQ2045_STAMPING: C 257 1968
 CQ2045_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ2045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2045_ROD/PIPE-DEPTH: 4.88 meters
 CQ2045
 CQ2045  HISTORY     - Date     Condition        Report By
 CQ2045  HISTORY     - 1968     MONUMENTED       CGS
 CQ2045  HISTORY     - 1969     GOOD             CGS
 CQ2045  HISTORY     - 1977     GOOD             NGS
 CQ2045  HISTORY     - 1979     GOOD             NGS
 CQ2045  HISTORY     - 1981     GOOD             LOCSUR
 CQ2045  HISTORY     - 19990206 GOOD             USPSQD
 CQ2045
 CQ2045                          STATION DESCRIPTION
 CQ2045
 CQ2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2045'IN SHREVEPORT.
 CQ2045'AT SHREVEPORT, IN SECTION 36, T 18 N, R 13 W, 143 1/2 FEET SOUTHWEST
 CQ2045'OF THE WEST CORNER OF THE KANSAS CITY SOUTHERN RAILROAD FREIGHT DEPOT
 CQ2045'AT THE UNION STATION IN SHREVEPORT, 45 FEET SOUTHEAST OF THE SOUTHEAST
 CQ2045'RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, 15 1/2 FEET
 CQ2045'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK OF THE KANSAS CITY
 CQ2045'SOUTHERN RAILROAD, 9 FEET NORTHEAST OF A SIGNAL CONTROL BOX, 5 1/2
 CQ2045'FEET NORTHEAST OF THE NORTHEAST END OF A STEEL GUARD RAIL, 2 1/2 FEET
 CQ2045'SOUTHEAST OF THE MOST SOUTHEASTERLY OF 3 CONCRETE PILLARS, 1.0 FOOT
 CQ2045'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ON
 CQ2045'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 CQ2045'16 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 3
 CQ2045'INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ2045
 CQ2045                          STATION RECOVERY (1977)
 CQ2045
 CQ2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2045'RECOVERED IN GOOD CONDITION.
 CQ2045
 CQ2045                          STATION RECOVERY (1979)
 CQ2045
 CQ2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ2045'IN SHREVEPORT, AT THE COMMON STREET EXTENSION RAILROAD OVERPASS
 CQ2045'OVER THE ILLINOIS CENTRAL AND THE KANSAS CITY SOUTHERN RAILROAD
 CQ2045'TRACKS, 45.0 FT. SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 CQ2045'TRACK OF THE ILLINOIS CENTRAL RAILROAD, 15.5 FT. SOUTHEAST OF
 CQ2045'THE SOUTHEAST RAIL OF THE MAIN TRACK OF THE KANSAS CITY SOUTHERN
 CQ2045'RAILROAD, 9.0 FT. NORTHEAST OF A SIGNAL CONTROL BOX, 5.5 FT. NORTH-
 CQ2045'EAST OF THE NORTHEAST END OF A STEEL GUARDRAIL, 2.5 FT. SOUTHEAST OF
 CQ2045'OF THE SOUTHEASTERNMOST ONE OF THREE CONCRETE PILLARS OF THE OVERPASS.
 CQ2045'NOTE-MARK IS A COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 CQ2045'OF 16 FT. ENCASED IN A 6-INCH CAST IRON PIPE.
 CQ2045'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 CQ2045'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CQ2045
 CQ2045                          STATION RECOVERY (1981)
 CQ2045
 CQ2045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CQ2045'RECOVERED IN GOOD CONDITION.
 CQ2045
 CQ2045                          STATION RECOVERY (1999)
 CQ2045
 CQ2045'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1248 ***********************************************************************
 CQ1248  DESIGNATION -  C 258
 CQ1248  PID         -  CQ1248
 CQ1248  STATE/COUNTY-  LA/WEBSTER
 CQ1248  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1248
 CQ1248                         *CURRENT SURVEY CONTROL
 CQ1248  ___________________________________________________________________
 CQ1248* NAD 83(1986)-  32 32 19.     (N)    093 22 09.     (W)     SCALED    
 CQ1248* NAVD 88     -        52.101  (meters)     170.93   (feet)  ADJUSTED  
 CQ1248  ___________________________________________________________________
 CQ1248  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1248  DYNAMIC HT  -          52.042 (meters)     170.74  (feet)  COMP
 CQ1248  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 CQ1248
 CQ1248  VERT ORDER  -  FIRST     CLASS I
 CQ1248
 CQ1248.The horizontal coordinates were scaled from a topographic map and have
 CQ1248.an estimated accuracy of +/- 6 seconds.
 CQ1248
 CQ1248.The orthometric height was determined by differential leveling
 CQ1248.and adjusted by the National Geodetic Survey in June 1991..
 CQ1248
 CQ1248.The geoid height was determined by GEOID03.
 CQ1248
 CQ1248.The dynamic height is computed by dividing the NAVD 88
 CQ1248.geopotential number by the normal gravity value computed on the
 CQ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1248.degrees latitude (g = 980.6199 gals.).
 CQ1248
 CQ1248.The modeled gravity was interpolated from observed gravity values.
 CQ1248
 CQ1248;                    North         East    Units  Estimated Accuracy
 CQ1248;SPC LA N     -   226,360.      918,360.      MT  (+/- 180 meters Scaled)
 CQ1248
 CQ1248                          SUPERSEDED SURVEY CONTROL
 CQ1248
 CQ1248  NGVD 29 (??/??/??)   52.178  (m)          171.19   (f) ADJUSTED    1 1
 CQ1248
 CQ1248.Superseded values are not recommended for survey control.
 CQ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1248.See file dsdata.txt to determine how the superseded data were derived.
 CQ1248
 CQ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS653001(NAD 83)
 CQ1248_MARKER: DB = BENCH MARK DISK
 CQ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1248_STAMPING: C 258 1969
 CQ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1248+STABILITY: SURFACE MOTION
 CQ1248
 CQ1248  HISTORY     - Date     Condition        Report By
 CQ1248  HISTORY     - 1969     MONUMENTED       CGS
 CQ1248  HISTORY     - 20000205 GOOD             USPSQD
 CQ1248  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ1248
 CQ1248                          STATION DESCRIPTION
 CQ1248
 CQ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1248'2.2 MI E FROM DOYLINE.
 CQ1248'A ABOUT 2.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1248'HIGH SCHOOL AT DOYLINE, IN SECTION 23, T 18 N, R 10 W, 0.2 MILE EAST
 CQ1248'OF MILEPOST 146, 63 FEET SOUTH OF THE SOUTH RAIL, 63 FEET SOUTHWEST
 CQ1248'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 63 FT WEST OF A 30-INCH OAK
 CQ1248'TREE, 6 1/2 FEET NORTHWEST OF A 12-INCH OAK TREE, 2 FEET NORTH OF A
 CQ1248'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ1248'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 CQ1248'ABOVE THE SURFACE OF THE GROUND.
 CQ1248
 CQ1248                          STATION RECOVERY (2000)
 CQ1248
 CQ1248'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1248'RECOVERED IN GOOD CONDITION.
 CQ1248
 CQ1248                          STATION RECOVERY (2002)
 CQ1248
 CQ1248'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1031 ***********************************************************************
 CQ1031  DESIGNATION -  C 259
 CQ1031  PID         -  CQ1031
 CQ1031  STATE/COUNTY-  LA/BIENVILLE
 CQ1031  USGS QUAD   -  ARCADIA (1994)
 CQ1031
 CQ1031                         *CURRENT SURVEY CONTROL
 CQ1031  ___________________________________________________________________
 CQ1031* NAD 83(1986)-  32 33 31.     (N)    092 58 22.     (W)     SCALED    
 CQ1031* NAVD 88     -        90.576  (meters)     297.16   (feet)  ADJUSTED  
 CQ1031  ___________________________________________________________________
 CQ1031  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ1031  DYNAMIC HT  -          90.475 (meters)     296.83  (feet)  COMP
 CQ1031  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CQ1031
 CQ1031  VERT ORDER  -  FIRST     CLASS I
 CQ1031
 CQ1031.The horizontal coordinates were scaled from a topographic map and have
 CQ1031.an estimated accuracy of +/- 6 seconds.
 CQ1031
 CQ1031.The orthometric height was determined by differential leveling
 CQ1031.and adjusted by the National Geodetic Survey in June 1991..
 CQ1031
 CQ1031.The geoid height was determined by GEOID03.
 CQ1031
 CQ1031.The dynamic height is computed by dividing the NAVD 88
 CQ1031.geopotential number by the normal gravity value computed on the
 CQ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1031.degrees latitude (g = 980.6199 gals.).
 CQ1031
 CQ1031.The modeled gravity was interpolated from observed gravity values.
 CQ1031
 CQ1031;                    North         East    Units  Estimated Accuracy
 CQ1031;SPC LA N     -   228,350.      955,600.      MT  (+/- 180 meters Scaled)
 CQ1031
 CQ1031                          SUPERSEDED SURVEY CONTROL
 CQ1031
 CQ1031  NGVD 29 (??/??/??)   90.651  (m)          297.41   (f) ADJUSTED    1 1
 CQ1031
 CQ1031.Superseded values are not recommended for survey control.
 CQ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1031.See file dsdata.txt to determine how the superseded data were derived.
 CQ1031
 CQ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS025023(NAD 83)
 CQ1031_MARKER: DB = BENCH MARK DISK
 CQ1031_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1031_SP_SET: COPPER-CLAD STEEL ROD
 CQ1031_STAMPING: C 259 1969
 CQ1031_MARK LOGO: CGS   
 CQ1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1031+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1989
 CQ1031
 CQ1031  HISTORY     - Date     Condition        Report By
 CQ1031  HISTORY     - 1969     MONUMENTED       CGS
 CQ1031  HISTORY     - 19890130 GOOD             LADTD
 CQ1031
 CQ1031                          STATION DESCRIPTION
 CQ1031
 CQ1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1031'3.75 MI W FROM ARCADIA.
 CQ1031'ABOUT 0.9 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1031'STATION AT ARCADIA, THENCE 0.1 MILE NORTHEAST ALONG A PAVED ROAD,
 CQ1031'THENCE 2.85 MILES WEST ALONG U.S. HIGHWAY 80, OR ABOUT 0.8 MILE EAST
 CQ1031'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT GIBSLAND,
 CQ1031'THENCE 4.3 MILES EAST ALONG U.S. HIGHWAY 80, IN SECTION 10, T 18 N, R
 CQ1031'6 W, AT THE WEST END OF A ROADSIDE PARK, 69 FEET NORTH OF THE CENTER
 CQ1031'LINE OF THE HIGHWAY, 28 FEET NORTHWEST OF THE CENTER LINE OF A PAVED
 CQ1031'DRIVEWAY WHICH LEADS TO THE PARK, 27 1/2 FEET NORTH OF A CORNER FENCE
 CQ1031'POST, 6 1/2 FEET SOUTH OF A 14-INCH OAK TREE, 1 1/2 FEET EAST OF A
 CQ1031'FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 CQ1031'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 CQ1031'ROD THAT IS DRIVEN TO A DEPTH OF 27 1/2 FEET AND IS ENCASED IN A
 CQ1031'6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CQ1031'GROUND.
 CQ1031
 CQ1031                          STATION RECOVERY (1989)
 CQ1031
 CQ1031'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ1031'THE STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) EAST OF GIBSLAND AND 6.0
 CQ1031'KM (3.75 MI) WEST OF ARCADIA, IN SECTION 10, T 18 N, R 6 W, AND AT THE
 CQ1031'WEST END OF A ROADSIDE PARK.  OWNERSHIP--ILLINOIS CENTRAL RAILROAD.
 CQ1031'TO REACH THE STATION FROM THE RAILROAD STATION IN ARCADIA GO WEST FOR
 CQ1031'1.4 KM (0.85 MI) ALONG THE ILLINOIS CENTRAL RAILROAD TO A PAVED ROAD.
 CQ1031'TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO
 CQ1031'THE JUNCTION OF U.S. HIGHWAY 80.  TURN LEFT AND GO WEST FOR 4.6 KM
 CQ1031'(2.85 MI) TO THE STATION ON THE RIGHT.
 CQ1031'THE STATION IS 21.0 M (68.9 FT) NORTH FROM THE CENTERLINE OF THE
 CQ1031'HIGHWAY, 8.5 M (27.9 FT) NORTHWEST FROM THE CENTER OF A PAVED DRIVE
 CQ1031'LEADING TO THE PARK, 8.4 M (27.6 FT) NORTH FROM A CORNER FENCE POST,
 CQ1031'2.0 M (6.6 FT) SOUTH FROM A 36 CM OAK TREE, 0.5 M (1.6 FT) EAST FROM A
 CQ1031'FENCE, 0.3 M (1.0 FT) WEST FROM A METAL WITNESS POST.  THE MARK IS
 CQ1031'ABOUT 0.8 METER BELOW LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1855 ***********************************************************************
 CQ1855  DESIGNATION -  C 260
 CQ1855  PID         -  CQ1855
 CQ1855  STATE/COUNTY-  LA/CADDO
 CQ1855  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1855
 CQ1855                         *CURRENT SURVEY CONTROL
 CQ1855  ___________________________________________________________________
 CQ1855* NAD 83(1986)-  32 20 47.     (N)    093 39 28.     (W)     SCALED    
 CQ1855* NAVD 88     -        47.190  (meters)     154.82   (feet)  ADJUSTED  
 CQ1855  ___________________________________________________________________
 CQ1855  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1855  DYNAMIC HT  -          47.136 (meters)     154.65  (feet)  COMP
 CQ1855  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 CQ1855
 CQ1855  VERT ORDER  -  FIRST     CLASS I
 CQ1855
 CQ1855.The horizontal coordinates were scaled from a topographic map and have
 CQ1855.an estimated accuracy of +/- 6 seconds.
 CQ1855
 CQ1855.The orthometric height was determined by differential leveling
 CQ1855.and adjusted by the National Geodetic Survey in February 1994..
 CQ1855
 CQ1855.The geoid height was determined by GEOID03.
 CQ1855
 CQ1855.The dynamic height is computed by dividing the NAVD 88
 CQ1855.geopotential number by the normal gravity value computed on the
 CQ1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1855.degrees latitude (g = 980.6199 gals.).
 CQ1855
 CQ1855.The modeled gravity was interpolated from observed gravity values.
 CQ1855
 CQ1855;                    North         East    Units  Estimated Accuracy
 CQ1855;SPC LA N     -   205,300.      891,020.      MT  (+/- 180 meters Scaled)
 CQ1855
 CQ1855                          SUPERSEDED SURVEY CONTROL
 CQ1855
 CQ1855  NAVD 88 (06/15/91)   47.193  (m)          154.83   (f) UNKNOWN     1 1
 CQ1855  NGVD 29 (??/??/??)   47.253  (m)          155.03   (f) ADJUSTED    1 1
 CQ1855
 CQ1855.Superseded values are not recommended for survey control.
 CQ1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1855.See file dsdata.txt to determine how the superseded data were derived.
 CQ1855
 CQ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR381790(NAD 83)
 CQ1855_MARKER: DB = BENCH MARK DISK
 CQ1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1855_STAMPING: C 260 1969
 CQ1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1855+STABILITY: SURFACE MOTION
 CQ1855
 CQ1855  HISTORY     - Date     Condition        Report By
 CQ1855  HISTORY     - 1969     MONUMENTED       CGS
 CQ1855  HISTORY     - 1977     GOOD             NGS
 CQ1855  HISTORY     - 19941023 GOOD             USPSQD
 CQ1855  HISTORY     - 20000205 GOOD             USPSQD
 CQ1855
 CQ1855                          STATION DESCRIPTION
 CQ1855
 CQ1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1855'9.45 MI S FROM SHREVEPORT.
 CQ1855'ABOUT 8.05 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1855'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, THENCE 1.4
 CQ1855'MILES SOUTHWEST ALONG ROBSON ROAD TO THE NAYLOR AIRPORT, IN SECTION
 CQ1855'38, T 16 N, R 13 W, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 122
 CQ1855'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 31 1/2 FEET NORTH OF
 CQ1855'THE NORTHEAST CORNER OF THE MORE NORTHERLY OF TWO HANGARS, 6 1/2 FEET
 CQ1855'EAST OF POWER POLE NUMBER 27, 1.6 FEET WEST OF A METAL WITNESS POST,
 CQ1855'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 CQ1855'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1855
 CQ1855                          STATION RECOVERY (1977)
 CQ1855
 CQ1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1855'RECOVERED IN GOOD CONDITION.
 CQ1855
 CQ1855                          STATION RECOVERY (1994)
 CQ1855
 CQ1855'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1855'RECOVERED IN GOOD CONDITION.
 CQ1855
 CQ1855                          STATION RECOVERY (2000)
 CQ1855
 CQ1855'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1480 ***********************************************************************
 CQ1480  DESIGNATION -  C 261
 CQ1480  PID         -  CQ1480
 CQ1480  STATE/COUNTY-  LA/RED RIVER
 CQ1480  USGS QUAD   -  EAST POINT (1979)
 CQ1480
 CQ1480                         *CURRENT SURVEY CONTROL
 CQ1480  ___________________________________________________________________
 CQ1480* NAD 83(1986)-  32 08 37.     (N)    093 28 45.     (W)     SCALED    
 CQ1480* NAVD 88     -        40.760  (meters)     133.73   (feet)  ADJUSTED  
 CQ1480  ___________________________________________________________________
 CQ1480  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1480  DYNAMIC HT  -          40.713 (meters)     133.57  (feet)  COMP
 CQ1480  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CQ1480
 CQ1480  VERT ORDER  -  FIRST     CLASS I
 CQ1480
 CQ1480.The horizontal coordinates were scaled from a topographic map and have
 CQ1480.an estimated accuracy of +/- 6 seconds.
 CQ1480
 CQ1480.The orthometric height was determined by differential leveling
 CQ1480.and adjusted by the National Geodetic Survey in February 1994..
 CQ1480
 CQ1480.The geoid height was determined by GEOID03.
 CQ1480
 CQ1480.The dynamic height is computed by dividing the NAVD 88
 CQ1480.geopotential number by the normal gravity value computed on the
 CQ1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1480.degrees latitude (g = 980.6199 gals.).
 CQ1480
 CQ1480.The modeled gravity was interpolated from observed gravity values.
 CQ1480
 CQ1480;                    North         East    Units  Estimated Accuracy
 CQ1480;SPC LA N     -   182,650.      907,630.      MT  (+/- 180 meters Scaled)
 CQ1480
 CQ1480                          SUPERSEDED SURVEY CONTROL
 CQ1480
 CQ1480  NAVD 88 (06/15/91)   40.759  (m)          133.72   (f) UNKNOWN     1 1
 CQ1480  NGVD 29 (??/??/??)   40.816  (m)          133.91   (f) ADJUSTED    1 1
 CQ1480
 CQ1480.Superseded values are not recommended for survey control.
 CQ1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1480.See file dsdata.txt to determine how the superseded data were derived.
 CQ1480
 CQ1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR548564(NAD 83)
 CQ1480_MARKER: DB = BENCH MARK DISK
 CQ1480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1480_SP_SET: 80 1/2 FEET
 CQ1480_STAMPING: C 261 1969
 CQ1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1480
 CQ1480  HISTORY     - Date     Condition        Report By
 CQ1480  HISTORY     - 1969     MONUMENTED       CGS
 CQ1480  HISTORY     - 1977     GOOD             NGS
 CQ1480  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ1480
 CQ1480                          STATION DESCRIPTION
 CQ1480
 CQ1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1480'14.6 MI NW FROM COUSHATTA.
 CQ1480'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1480'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1480'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 4.05 MILES NORTH
 CQ1480'ALONG STATE HIGHWAY 1, IN SECTION 3, T 13 N, R 11 W, 87 1/2 FEET EAST
 CQ1480'OF THE CENTER LINE OF THE HIGHWAY, 156 FEET NORTH OF A POWER POLE, 9
 CQ1480'FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD, 1 FOOT WEST OF A FENCE,
 CQ1480'0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 CQ1480'THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CQ1480'DRIVEN TO A DEPTH OF 80 1/2 FEET AND IS ENCASED IN A 6-INCH IRON PIPE
 CQ1480'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1480
 CQ1480                          STATION RECOVERY (1977)
 CQ1480
 CQ1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1480'RECOVERED IN GOOD CONDITION.
 CQ1480
 CQ1480                          STATION RECOVERY (1997)
 CQ1480
 CQ1480'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1063 ***********************************************************************
 BX1063  DESIGNATION -  C 262
 BX1063  PID         -  BX1063
 BX1063  STATE/COUNTY-  LA/GRANT
 BX1063  USGS QUAD   -  BOYCE (1992)
 BX1063
 BX1063                         *CURRENT SURVEY CONTROL
 BX1063  ___________________________________________________________________
 BX1063* NAD 83(1986)-  31 28 17.     (N)    092 40 46.     (W)     SCALED    
 BX1063* NAVD 88     -        28.068  (meters)      92.09   (feet)  ADJUSTED  
 BX1063  ___________________________________________________________________
 BX1063  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX1063  DYNAMIC HT  -          28.034 (meters)      91.97  (feet)  COMP
 BX1063  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 BX1063
 BX1063  VERT ORDER  -  FIRST     CLASS I
 BX1063
 BX1063.The horizontal coordinates were scaled from a topographic map and have
 BX1063.an estimated accuracy of +/- 6 seconds.
 BX1063
 BX1063.The orthometric height was determined by differential leveling
 BX1063.and adjusted by the National Geodetic Survey in February 1994..
 BX1063
 BX1063.The geoid height was determined by GEOID03.
 BX1063
 BX1063.The dynamic height is computed by dividing the NAVD 88
 BX1063.geopotential number by the normal gravity value computed on the
 BX1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1063.degrees latitude (g = 980.6199 gals.).
 BX1063
 BX1063.The modeled gravity was interpolated from observed gravity values.
 BX1063
 BX1063;                    North         East    Units  Estimated Accuracy
 BX1063;SPC LA N     -   107,720.      982,950.      MT  (+/- 180 meters Scaled)
 BX1063
 BX1063                          SUPERSEDED SURVEY CONTROL
 BX1063
 BX1063  NAVD 88 (06/15/91)   28.067  (m)           92.08   (f) UNKNOWN     1 1
 BX1063  NGVD 29 (??/??/??)   28.072  (m)           92.10   (f) ADJUSTED    1 1
 BX1063
 BX1063.Superseded values are not recommended for survey control.
 BX1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1063.See file dsdata.txt to determine how the superseded data were derived.
 BX1063
 BX1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ304818(NAD 83)
 BX1063_MARKER: DB = BENCH MARK DISK
 BX1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1063_SP_SET: CULVERT
 BX1063_STAMPING: C 262 1969
 BX1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1063
 BX1063  HISTORY     - Date     Condition        Report By
 BX1063  HISTORY     - 1969     MONUMENTED       CGS
 BX1063  HISTORY     - 1977     GOOD             NGS
 BX1063  HISTORY     - 1988     GOOD             USPSQD
 BX1063
 BX1063                          STATION DESCRIPTION
 BX1063
 BX1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1063'4.3 MI S FROM COLFAX.
 BX1063'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 BX1063'AT COLFAX, 26 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BX1063'THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A 2-CHANNEL
 BX1063'CONCRETE CULVERT UNDER THE HIGHWAY, 72 FEET WEST OF THE WEST RAIL OF
 BX1063'THE KANSAS CITY SOUTHERN RAILWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF
 BX1063'THE HIGHWAY.
 BX1063
 BX1063                          STATION RECOVERY (1977)
 BX1063
 BX1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1063'RECOVERED IN GOOD CONDITION.
 BX1063
 BX1063                          STATION RECOVERY (1988)
 BX1063
 BX1063'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1044 ***********************************************************************
 BK1044  DESIGNATION -  C 263
 BK1044  PID         -  BK1044
 BK1044  STATE/COUNTY-  LA/RAPIDES
 BK1044  USGS QUAD   -  GLENMORA (1972)
 BK1044
 BK1044                         *CURRENT SURVEY CONTROL
 BK1044  ___________________________________________________________________
 BK1044* NAD 83(1986)-  30 55 56.     (N)    092 36 24.     (W)     SCALED    
 BK1044* NAVD 88     -        41.846  (meters)     137.29   (feet)  ADJUSTED  
 BK1044  ___________________________________________________________________
 BK1044  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK1044  DYNAMIC HT  -          41.793 (meters)     137.12  (feet)  COMP
 BK1044  MODELED GRAV-     979,376.5   (mgal)                       NAVD 88
 BK1044  OBS GRAVITY -     979,373.1   (mgal)                       GRAV_OBS
 BK1044
 BK1044  VERT ORDER  -  FIRST     CLASS I
 BK1044
 BK1044.The horizontal coordinates were scaled from a topographic map and have
 BK1044.an estimated accuracy of +/- 6 seconds.
 BK1044
 BK1044.The orthometric height was determined by differential leveling
 BK1044.and adjusted by the National Geodetic Survey in February 1994..
 BK1044
 BK1044.The geoid height was determined by GEOID03.
 BK1044
 BK1044.The dynamic height is computed by dividing the NAVD 88
 BK1044.geopotential number by the normal gravity value computed on the
 BK1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1044.degrees latitude (g = 980.6199 gals.).
 BK1044
 BK1044.The modeled gravity was interpolated from observed gravity values.
 BK1044.The observed gravity was obtained from relative gravimeter ties
 BK1044.to the IGSN71 gravity network.
 BK1044
 BK1044;                    North         East    Units  Estimated Accuracy
 BK1044;SPC LA N     -    47,930.      989,810.      MT  (+/- 180 meters Scaled)
 BK1044
 BK1044                          SUPERSEDED SURVEY CONTROL
 BK1044
 BK1044  NAVD 88 (06/15/91)   41.839  (m)          137.27   (f) UNKNOWN     1 1
 BK1044  NGVD 29 (??/??/??)   41.824  (m)          137.22   (f) ADJUSTED    1 1
 BK1044
 BK1044.Superseded values are not recommended for survey control.
 BK1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1044.See file dsdata.txt to determine how the superseded data were derived.
 BK1044
 BK1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ375221(NAD 83)
 BK1044_MARKER: DB = BENCH MARK DISK
 BK1044_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1044_SP_SET: 98 FEET
 BK1044_STAMPING: C 263 1969
 BK1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1044
 BK1044  HISTORY     - Date     Condition        Report By
 BK1044  HISTORY     - 1969     MONUMENTED       CGS
 BK1044  HISTORY     - 1970     GOOD             NGS
 BK1044  HISTORY     - 19990424 GOOD             USPSQD
 BK1044
 BK1044                          STATION DESCRIPTION
 BK1044
 BK1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1044'3.4 MI SW FROM GLENMORA.
 BK1044'ABOUT 3.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1044'TOWN HALL AT GLENMORA, IN SECTION 31, T 1 S, R 2 W, 3 1/4 POLES
 BK1044'SOUTHWEST OF MILEPOST 627, 53 FEET NORTHWEST OF THE NORTHWEST RAIL, 55
 BK1044'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 165, 91 FEET NORTH
 BK1044'OF THE NORTH CORNER OF A WOODEN RAILROAD TRESTLE, 6 FEET SOUTHEAST OF
 BK1044'AN 18-INCH PINE TREE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST,
 BK1044'ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET BELOW THE
 BK1044'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BK1044'THAT IS DRIVEN TO A DEPTH OF 98 FEET AND IS ENCASED IN A 6-INCH IRON
 BK1044'PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BK1044
 BK1044                          STATION RECOVERY (1999)
 BK1044
 BK1044'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1554 ***********************************************************************
 CQ1554  DESIGNATION -  C 264
 CQ1554  PID         -  CQ1554
 CQ1554  STATE/COUNTY-  LA/RED RIVER
 CQ1554  USGS QUAD   -  COUSHATTA (1979)
 CQ1554
 CQ1554                         *CURRENT SURVEY CONTROL
 CQ1554  ___________________________________________________________________
 CQ1554* NAD 83(1986)-  32 00 09.     (N)    093 17 28.     (W)     SCALED    
 CQ1554* NAVD 88     -        52.95   (+/-2cm)     173.7    (feet)  VERTCON   
 CQ1554  ___________________________________________________________________
 CQ1554  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1554
 CQ1554  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1554
 CQ1554.The horizontal coordinates were scaled from a topographic map and have
 CQ1554.an estimated accuracy of +/- 6 seconds.
 CQ1554
 CQ1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1554.The vertical order pertains to the NGVD 29 superseded value.
 CQ1554
 CQ1554.The geoid height was determined by GEOID03.
 CQ1554
 CQ1554;                    North         East    Units  Estimated Accuracy
 CQ1554;SPC LA N     -   166,860.      925,250.      MT  (+/- 180 meters Scaled)
 CQ1554
 CQ1554                          SUPERSEDED SURVEY CONTROL
 CQ1554
 CQ1554  NGVD 29 (??/??/??)   52.999  (m)          173.88   (f) ADJUSTED    1 1
 CQ1554
 CQ1554.Superseded values are not recommended for survey control.
 CQ1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1554.See file dsdata.txt to determine how the superseded data were derived.
 CQ1554
 CQ1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR725407(NAD 83)
 CQ1554_MARKER: DB = BENCH MARK DISK
 CQ1554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1554_SP_SET: CULVERT
 CQ1554_STAMPING: C 264 1969
 CQ1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1554
 CQ1554  HISTORY     - Date     Condition        Report By
 CQ1554  HISTORY     - 1969     MONUMENTED       CGS
 CQ1554
 CQ1554                          STATION DESCRIPTION
 CQ1554
 CQ1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1554'3.5 MI SE FROM COUSHATTA.
 CQ1554'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 CQ1554'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 CQ1554'THENCE 2.45 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 CQ1554'28, T 12 N, R 9 W, 0.35 MILE EAST OF THE JUNCTION OF THE HIGHWAY AND
 CQ1554'STATE HIGHWAY 784, 28 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CQ1554'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 CQ1554'HEADWALL OF A THREE-CHANNEL CONCRETE CULVERT, AND ABOUT 1 FOOT BELOW
 CQ1554'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1830 ***********************************************************************
 BX1830  DESIGNATION -  C 265
 BX1830  PID         -  BX1830
 BX1830  STATE/COUNTY-  LA/NATCHITOCHES
 BX1830  USGS QUAD   -  CAMPTI (1996)
 BX1830
 BX1830                         *CURRENT SURVEY CONTROL
 BX1830  ___________________________________________________________________
 BX1830* NAD 83(1986)-  31 54 27.     (N)    093 06 53.     (W)     SCALED    
 BX1830* NAVD 88     -        49.82   (+/-2cm)     163.5    (feet)  VERTCON   
 BX1830  ___________________________________________________________________
 BX1830  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1830
 BX1830  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1830
 BX1830.The horizontal coordinates were scaled from a topographic map and have
 BX1830.an estimated accuracy of +/- 6 seconds.
 BX1830
 BX1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1830.The vertical order pertains to the NGVD 29 superseded value.
 BX1830
 BX1830.The geoid height was determined by GEOID03.
 BX1830
 BX1830;                    North         East    Units  Estimated Accuracy
 BX1830;SPC LA N     -   156,220.      941,860.      MT  (+/- 180 meters Scaled)
 BX1830
 BX1830                          SUPERSEDED SURVEY CONTROL
 BX1830
 BX1830  NGVD 29 (??/??/??)   49.864  (m)          163.60   (f) ADJUSTED    1 1
 BX1830
 BX1830.Superseded values are not recommended for survey control.
 BX1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1830.See file dsdata.txt to determine how the superseded data were derived.
 BX1830
 BX1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR891301(NAD 83)
 BX1830_MARKER: DB = BENCH MARK DISK
 BX1830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1830_SP_SET: FOUNDATION
 BX1830_STAMPING: C 265 1969
 BX1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1830
 BX1830  HISTORY     - Date     Condition        Report By
 BX1830  HISTORY     - 1969     MONUMENTED       CGS
 BX1830  HISTORY     - 1986     GOOD             USPSQD
 BX1830  HISTORY     - 1987     GOOD             USPSQD
 BX1830  HISTORY     - 19950506 GOOD             USPSQD
 BX1830  HISTORY     - 20010922 GOOD             USPSQD
 BX1830  HISTORY     - 20060610 GOOD             USPSQD
 BX1830
 BX1830                          STATION DESCRIPTION
 BX1830
 BX1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1830'1.45 MI N FROM CAMPTI.
 BX1830'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1830'AT CAMPTI, THENCE 1.2 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1830'IN SECTION 29, T 11 N, R 7 W, 93 YARDS NORTHWEST OF THE CENTER OF THE
 BX1830'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 9, 41 FEET WEST OF THE
 BX1830'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF A 20- X
 BX1830'24-INCH CONCRETE FOUNDATION, 121 FEET NORTH OF THE NORTHWEST CORNER OF
 BX1830'PAULS DIXIE DRIVE-IN, 35 FEET SOUTHEAST OF AN 18-INCH OAK TREE, 7 FEET
 BX1830'NORTH OF A FIRE HYDRANT, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 BX1830'HIGHWAY.
 BX1830
 BX1830                          STATION RECOVERY (1986)
 BX1830
 BX1830'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGC)
 BX1830'RECOVERED IN GOOD CONDITION.
 BX1830
 BX1830                          STATION RECOVERY (1987)
 BX1830
 BX1830'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 BX1830'RECOVERED IN GOOD CONDITION.
 BX1830
 BX1830                          STATION RECOVERY (1995)
 BX1830
 BX1830'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1830'RECOVERED IN GOOD CONDITION.
 BX1830
 BX1830                          STATION RECOVERY (2001)
 BX1830
 BX1830'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1830'RECOVERED IN GOOD CONDITION.
 BX1830
 BX1830                          STATION RECOVERY (2006)
 BX1830
 BX1830'RECOVERY NOTE BY US POWER SQUADRON 2006 (MDM)
 BX1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1114 ***********************************************************************
 BK1114  DESIGNATION -  C 266
 BK1114  PID         -  BK1114
 BK1114  STATE/COUNTY-  LA/ALLEN
 BK1114  USGS QUAD   -  OBERLIN (1994)
 BK1114
 BK1114                         *CURRENT SURVEY CONTROL
 BK1114  ___________________________________________________________________
 BK1114* NAD 83(1986)-  30 31 11.     (N)    092 49 37.     (W)     SCALED    
 BK1114* NAVD 88     -        12.815  (meters)      42.04   (feet)  ADJUSTED  
 BK1114  ___________________________________________________________________
 BK1114  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK1114  DYNAMIC HT  -          12.799 (meters)      41.99  (feet)  COMP
 BK1114  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BK1114
 BK1114  VERT ORDER  -  FIRST     CLASS I
 BK1114
 BK1114.The horizontal coordinates were scaled from a topographic map and have
 BK1114.an estimated accuracy of +/- 6 seconds.
 BK1114
 BK1114.The orthometric height was determined by differential leveling
 BK1114.and adjusted by the National Geodetic Survey in February 1994..
 BK1114
 BK1114.The geoid height was determined by GEOID03.
 BK1114
 BK1114.The dynamic height is computed by dividing the NAVD 88
 BK1114.geopotential number by the normal gravity value computed on the
 BK1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1114.degrees latitude (g = 980.6199 gals.).
 BK1114
 BK1114.The modeled gravity was interpolated from observed gravity values.
 BK1114
 BK1114;                    North         East    Units  Estimated Accuracy
 BK1114;SPC LA S     -   224,810.      856,650.      MT  (+/- 180 meters Scaled)
 BK1114
 BK1114                          SUPERSEDED SURVEY CONTROL
 BK1114
 BK1114  NAVD 88 (06/15/91)   12.802  (m)           42.00   (f) UNKNOWN     1 1
 BK1114  NGVD 29 (??/??/??)   12.784  (m)           41.94   (f) ADJUSTED    1 1
 BK1114
 BK1114.Superseded values are not recommended for survey control.
 BK1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1114.See file dsdata.txt to determine how the superseded data were derived.
 BK1114
 BK1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP166763(NAD 83)
 BK1114_MARKER: DB = BENCH MARK DISK
 BK1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1114_SP_SET: CULVERT
 BK1114_STAMPING: C 266 1969
 BK1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1114
 BK1114  HISTORY     - Date     Condition        Report By
 BK1114  HISTORY     - 1969     MONUMENTED       CGS
 BK1114  HISTORY     - 1970     GOOD             NGS
 BK1114
 BK1114                          STATION DESCRIPTION
 BK1114
 BK1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1114'2.35 MI NE FROM KINDER.
 BK1114'ABOUT 2.35 MILES NORTHEAST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK1114'PACIFIC RAILROAD STATION AT KINDER, 0.65 MILE NORTHEAST OF MISSOURI
 BK1114'PACIFIC RAILROAD MILEPOST 659, 42 FEET NORTHWEST OF THE CENTER LINE OF
 BK1114'THE HIGHWAY, 139 YARDS SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 BK1114'DRIVEWAY, SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE
 BK1114'HEADWALL OF A 4-CHANNEL CONCRETE CULVERT, 45 1/2 FEET SOUTH OF THE
 BK1114'SOUTH CORNER FENCE POST IN A BOARD FENCE, AND ABOUT 5 FEET BELOW THE
 BK1114'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1071 ***********************************************************************
 BK1071  DESIGNATION -  C 268
 BK1071  PID         -  BK1071
 BK1071  STATE/COUNTY-  LA/ALLEN
 BK1071  USGS QUAD   -  OAKDALE (1993)
 BK1071
 BK1071                         *CURRENT SURVEY CONTROL
 BK1071  ___________________________________________________________________
 BK1071* NAD 83(1986)-  30 45 02.     (N)    092 41 22.     (W)     SCALED    
 BK1071* NAVD 88     -        30.517  (meters)     100.12   (feet)  ADJUSTED  
 BK1071  ___________________________________________________________________
 BK1071  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1071  DYNAMIC HT  -          30.478 (meters)      99.99  (feet)  COMP
 BK1071  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 BK1071
 BK1071  VERT ORDER  -  FIRST     CLASS I
 BK1071
 BK1071.The horizontal coordinates were scaled from a topographic map and have
 BK1071.an estimated accuracy of +/- 6 seconds.
 BK1071
 BK1071.The orthometric height was determined by differential leveling
 BK1071.and adjusted by the National Geodetic Survey in February 1994..
 BK1071
 BK1071.The geoid height was determined by GEOID03.
 BK1071
 BK1071.The dynamic height is computed by dividing the NAVD 88
 BK1071.geopotential number by the normal gravity value computed on the
 BK1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1071.degrees latitude (g = 980.6199 gals.).
 BK1071
 BK1071.The modeled gravity was interpolated from observed gravity values.
 BK1071
 BK1071;                    North         East    Units  Estimated Accuracy
 BK1071;SPC LA S     -   250,240.      870,150.      MT  (+/- 180 meters Scaled)
 BK1071
 BK1071                          SUPERSEDED SURVEY CONTROL
 BK1071
 BK1071  NAVD 88 (06/15/91)   30.507  (m)          100.09   (f) UNKNOWN     1 1
 BK1071  NGVD 29 (??/??/??)   30.491  (m)          100.04   (f) ADJUSTED    1 1
 BK1071
 BK1071.Superseded values are not recommended for survey control.
 BK1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1071.See file dsdata.txt to determine how the superseded data were derived.
 BK1071
 BK1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ297019(NAD 83)
 BK1071_MARKER: DB = BENCH MARK DISK
 BK1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1071_STAMPING: C 268 1970
 BK1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1071+STABILITY: SURFACE MOTION
 BK1071
 BK1071  HISTORY     - Date     Condition        Report By
 BK1071  HISTORY     - 1970     MONUMENTED       NGS
 BK1071
 BK1071                          STATION DESCRIPTION
 BK1071
 BK1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1071'5.35 MI SW FROM OAKDALE.
 BK1071'ABOUT 4.95 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1071'THE STATION AT OAKDALE, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, AT
 BK1071'THE ALLEN PARRISH AIRPORT, 128 FEET SOUTHEAST OF A METAL CATTLE GUARD,
 BK1071'106 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PAVED TAXIWAY, 87 1/2
 BK1071'FEET SOUTH OF A POWER POLE WHICH BEARS A LIGHT AND WHICH IS BRACED BY
 BK1071'TWO GUY WIRES, 4 1/2 FEET NORTH OF A CORNER FENCE POST, 1 FOOT WEST OF
 BK1071'A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE
 BK1071'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF
 BK1071'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2112 ***********************************************************************
 BX2112  DESIGNATION -  C 27
 BX2112  PID         -  BX2112
 BX2112  STATE/COUNTY-  LA/SABINE
 BX2112  USGS QUAD   -  SALTER CREEK (1985)
 BX2112
 BX2112                         *CURRENT SURVEY CONTROL
 BX2112  ___________________________________________________________________
 BX2112* NAD 83(1986)-  31 29 39.     (N)    093 40 20.     (W)     SCALED    
 BX2112* NAVD 88     -        78.25   (+/-2cm)     256.7    (feet)  VERTCON   
 BX2112  ___________________________________________________________________
 BX2112  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX2112
 BX2112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2112
 BX2112.The horizontal coordinates were scaled from a topographic map and have
 BX2112.an estimated accuracy of +/- 6 seconds.
 BX2112
 BX2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2112.The vertical order pertains to the NGVD 29 superseded value.
 BX2112
 BX2112.The geoid height was determined by GEOID03.
 BX2112
 BX2112;                    North         East    Units  Estimated Accuracy
 BX2112;SPC LA N     -   110,830.      888,640.      MT  (+/- 180 meters Scaled)
 BX2112
 BX2112                          SUPERSEDED SURVEY CONTROL
 BX2112
 BX2112  NGVD 29 (??/??/??)   78.327  (m)          256.98   (f) ADJUSTED    2 0
 BX2112
 BX2112.Superseded values are not recommended for survey control.
 BX2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2112.See file dsdata.txt to determine how the superseded data were derived.
 BX2112
 BX2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ361845(NAD 83)
 BX2112_MARKER: DB = BENCH MARK DISK
 BX2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2112_STAMPING: C 27 1934
 BX2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2112+STABILITY: SURFACE MOTION
 BX2112
 BX2112  HISTORY     - Date     Condition        Report By
 BX2112  HISTORY     - 1934     MONUMENTED       CGS
 BX2112  HISTORY     - 1943     GOOD             CGS
 BX2112
 BX2112                          STATION DESCRIPTION
 BX2112
 BX2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2112'12.7 MI NE FROM MILAM, TX.
 BX2112'12.7 MILES NE OF AND ALONG STATE HIGHWAY NO.6 42 FEET N OF THE CENTER
 BX2112'OF THE HIGHWAY.  CLOSE TO SPLIT RAIL FENCE.  0.1 MILE E OF A FARM
 BX2112'HOUSE ON S SIDE OF HIGHWAY.  120 FEET E OF A PINE TREE NEAR FENCE
 BX2112'LINE.  NOTE-- 25 MI. NE OF A SIDE ROAD GOING SOUTH AT A CURVE IN A
 BX2112'SMALL HOLLOW BETWEEN TWO HILLS, RAIL FENCE GONE.
 BX2112
 BX2112                          STATION RECOVERY (1943)
 BX2112
 BX2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BX2112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2205 ***********************************************************************
 CQ2205  DESIGNATION -  C 270
 CQ2205  PID         -  CQ2205
 CQ2205  STATE/COUNTY-  LA/CADDO
 CQ2205  USGS QUAD   -  STONEWALL (1992)
 CQ2205
 CQ2205                         *CURRENT SURVEY CONTROL
 CQ2205  ___________________________________________________________________
 CQ2205* NAD 83(1986)-  32 17 43.     (N)    093 51 23.     (W)     SCALED    
 CQ2205* NAVD 88     -        59.281  (meters)     194.49   (feet)  ADJUSTED  
 CQ2205  ___________________________________________________________________
 CQ2205  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ2205  DYNAMIC HT  -          59.214 (meters)     194.27  (feet)  COMP
 CQ2205  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 CQ2205
 CQ2205  VERT ORDER  -  FIRST     CLASS II
 CQ2205
 CQ2205.The horizontal coordinates were scaled from a topographic map and have
 CQ2205.an estimated accuracy of +/- 6 seconds.
 CQ2205
 CQ2205.The orthometric height was determined by differential leveling
 CQ2205.and adjusted by the National Geodetic Survey in June 1991..
 CQ2205
 CQ2205.The geoid height was determined by GEOID03.
 CQ2205
 CQ2205.The dynamic height is computed by dividing the NAVD 88
 CQ2205.geopotential number by the normal gravity value computed on the
 CQ2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2205.degrees latitude (g = 980.6199 gals.).
 CQ2205
 CQ2205.The modeled gravity was interpolated from observed gravity values.
 CQ2205
 CQ2205;                    North         East    Units  Estimated Accuracy
 CQ2205;SPC LA N     -   199,850.      872,250.      MT  (+/- 180 meters Scaled)
 CQ2205
 CQ2205                          SUPERSEDED SURVEY CONTROL
 CQ2205
 CQ2205  NGVD 29 (??/??/??)   59.350  (m)          194.72   (f) ADJUSTED    1 2
 CQ2205
 CQ2205.Superseded values are not recommended for survey control.
 CQ2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2205.See file dsdata.txt to determine how the superseded data were derived.
 CQ2205
 CQ2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR193734(NAD 83)
 CQ2205_MARKER: DB = BENCH MARK DISK
 CQ2205_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2205_SP_SET: STAINLESS STEEL ROD
 CQ2205_STAMPING: C 270 1979
 CQ2205_PROJECTION: FLUSH
 CQ2205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2205+STABILITY: POSITION/ELEVATION WELL
 CQ2205_ROD/PIPE-DEPTH: 6.10 meters
 CQ2205
 CQ2205  HISTORY     - Date     Condition        Report By
 CQ2205  HISTORY     - 1979     MONUMENTED       NGS
 CQ2205  HISTORY     - 19940910 GOOD             USPSQD
 CQ2205  HISTORY     - 19990206 GOOD             USPSQD
 CQ2205
 CQ2205                          STATION DESCRIPTION
 CQ2205
 CQ2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2205'2.95 MI SW FROM KEITHVILLE.
 CQ2205'0.4 MILE SOUTHEAST ALONG THE OLD MANSFIELD ROAD FROM THE POST OFFICE
 CQ2205'IN KEITHVILLE, THENCE 2.55 MILES SOUTHWEST ALONG KEITHVILLE-KEATCHIE
 CQ2205'ROAD, AT THE JUNCTION OF BOOKER ROAD, 113.8 FT. SOUTHWEST OF THE
 CQ2205'EXTENDED CENTERLINE OF BOOKER ROAD, 36.0 FT. NORTHWEST OF THE
 CQ2205'CENTERLINE OF KEITHVILLE-KEATCHIE ROAD, 7.3 FT. NORTH OF POWERLINE
 CQ2205'POLE NUMBER 39, 1.5 FT. SOUTHEAST OF A FENCE.  DISK IS 4 INCHES BELOW
 CQ2205'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2205'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 CQ2205'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CQ2205
 CQ2205                          STATION RECOVERY (1994)
 CQ2205
 CQ2205'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2205'RECOVERED IN GOOD CONDITION.
 CQ2205
 CQ2205                          STATION RECOVERY (1999)
 CQ2205
 CQ2205'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2194 ***********************************************************************
 CQ2194  DESIGNATION -  C 272
 CQ2194  PID         -  CQ2194
 CQ2194  STATE/COUNTY-  LA/CADDO
 CQ2194  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2194
 CQ2194                         *CURRENT SURVEY CONTROL
 CQ2194  ___________________________________________________________________
 CQ2194* NAD 83(1986)-  32 26 31.     (N)    093 46 49.     (W)     SCALED    
 CQ2194* NAVD 88     -        58.185  (meters)     190.90   (feet)  ADJUSTED  
 CQ2194  ___________________________________________________________________
 CQ2194  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2194  DYNAMIC HT  -          58.119 (meters)     190.68  (feet)  COMP
 CQ2194  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CQ2194
 CQ2194  VERT ORDER  -  FIRST     CLASS II
 CQ2194
 CQ2194.The horizontal coordinates were scaled from a topographic map and have
 CQ2194.an estimated accuracy of +/- 6 seconds.
 CQ2194
 CQ2194.The orthometric height was determined by differential leveling
 CQ2194.and adjusted by the National Geodetic Survey in June 1991..
 CQ2194
 CQ2194.The geoid height was determined by GEOID03.
 CQ2194
 CQ2194.The dynamic height is computed by dividing the NAVD 88
 CQ2194.geopotential number by the normal gravity value computed on the
 CQ2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2194.degrees latitude (g = 980.6199 gals.).
 CQ2194
 CQ2194.The modeled gravity was interpolated from observed gravity values.
 CQ2194
 CQ2194;                    North         East    Units  Estimated Accuracy
 CQ2194;SPC LA N     -   216,030.      879,610.      MT  (+/- 180 meters Scaled)
 CQ2194
 CQ2194                          SUPERSEDED SURVEY CONTROL
 CQ2194
 CQ2194  NGVD 29 (??/??/??)   58.255  (m)          191.12   (f) ADJUSTED    1 2
 CQ2194
 CQ2194.Superseded values are not recommended for survey control.
 CQ2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2194.See file dsdata.txt to determine how the superseded data were derived.
 CQ2194
 CQ2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR266896(NAD 83)
 CQ2194_MARKER: DB = BENCH MARK DISK
 CQ2194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2194_SP_SET: STAINLESS STEEL ROD
 CQ2194_STAMPING: C 272 1979
 CQ2194_PROJECTION: FLUSH
 CQ2194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2194+STABILITY: POSITION/ELEVATION WELL
 CQ2194_ROD/PIPE-DEPTH: 6.10 meters
 CQ2194
 CQ2194  HISTORY     - Date     Condition        Report By
 CQ2194  HISTORY     - 1979     MONUMENTED       NGS
 CQ2194  HISTORY     - 1987     GOOD             USPSQD
 CQ2194  HISTORY     - 1990     GOOD             USPSQD
 CQ2194  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ2194
 CQ2194                          STATION DESCRIPTION
 CQ2194
 CQ2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2194'4.4 MI SW FROM SHREVEPORT.
 CQ2194'1.35 MILES SOUTHWEST ALONG TEXAS AVENUE FROM THE JUNCTION OF
 CQ2194'MURPHY STREET AT THE CITY HALL IN SHREVEPORT, THENCE 2.8 MILES
 CQ2194'SOUTH ALONG MANSFIELD ROAD, THENCE 0.25 MILE SOUTHWEST
 CQ2194'ALONG MANSFIELD ROAD AND U.S. HIGHWAY 171, AT THE JUNCTION OF
 CQ2194'STATE HIGHWAY 511 AND WEST 70TH STREET, ALSO 1.0 MILE NORTHEAST
 CQ2194'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING OF PARISH ROAD
 CQ2194'22 IN KEITHVILLE, THENCE 7.0 MILES NORTHEAST ALONG U.S. HIGHWAY 171,
 CQ2194'192.0 FT. EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF MANSFIELD
 CQ2194'ROAD, 118.0 FT. EAST OF THE EAST RAIL, 37.0 FT. SOUTH OF THE
 CQ2194'CENTERLINE OF HIGHWAY 511, 73.0 FT. NORTHWEST OF THE NORTHWEST CORNER
 CQ2194'OF THE BONANZA SIRLOIN PIT RESTAURANT, 1.5 FT. EAST OF A POWERLINE
 CQ2194'POLE WITH LIGHT.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 CQ2194'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2194'THE MARK IS ABOVE LEVEL WITH HIGHWAY 511.
 CQ2194
 CQ2194                          STATION RECOVERY (1987)
 CQ2194
 CQ2194'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ2194'RECOVERED IN GOOD CONDITION.
 CQ2194
 CQ2194                          STATION RECOVERY (1990)
 CQ2194
 CQ2194'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2194'RECOVERED IN GOOD CONDITION.
 CQ2194
 CQ2194                          STATION RECOVERY (1999)
 CQ2194
 CQ2194'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1524 ***********************************************************************
 BJ1524  TIDAL BM    -  This is a Tidal Bench Mark.
 BJ1524  DESIGNATION -  C 275
 BJ1524  PID         -  BJ1524
 BJ1524  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1524  USGS QUAD   -  MANCHAC (1979)
 BJ1524
 BJ1524                         *CURRENT SURVEY CONTROL
 BJ1524  ___________________________________________________________________
 BJ1524* NAD 83(1986)-  30 17 00.     (N)    090 23 58.     (W)     SCALED    
 BJ1524* NAVD 88     -         1.782  (meters)       5.85   (feet)  ADJUSTED  
 BJ1524  ___________________________________________________________________
 BJ1524  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ1524  DYNAMIC HT  -           1.780 (meters)       5.84  (feet)  COMP
 BJ1524  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BJ1524
 BJ1524  VERT ORDER  -  FIRST     CLASS I
 BJ1524
 BJ1524.The horizontal coordinates were scaled from a topographic map and have
 BJ1524.an estimated accuracy of +/- 6 seconds.
 BJ1524
 BJ1524.The orthometric height was determined by differential leveling
 BJ1524.and adjusted by the National Geodetic Survey in February 1994..
 BJ1524
 BJ1524.This Tidal Bench Mark is designated as VM 11375
 BJ1524.by the Center for Operational Oceanographic Products and Services.
 BJ1524
 BJ1524.The geoid height was determined by GEOID03.
 BJ1524
 BJ1524.The dynamic height is computed by dividing the NAVD 88
 BJ1524.geopotential number by the normal gravity value computed on the
 BJ1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1524.degrees latitude (g = 980.6199 gals.).
 BJ1524
 BJ1524.The modeled gravity was interpolated from observed gravity values.
 BJ1524
 BJ1524;                    North         East    Units  Estimated Accuracy
 BJ1524;SPC LA S     -   198,040.    1,089,840.      MT  (+/- 180 meters Scaled)
 BJ1524
 BJ1524                          SUPERSEDED SURVEY CONTROL
 BJ1524
 BJ1524  NAVD 88 (06/15/91)    1.834  (m)            6.02   (f) UNKNOWN     1 1
 BJ1524  NGVD 29 (??/??/??)    1.820  (m)            5.97   (f) ADJUSTED    1 1
 BJ1524
 BJ1524.Superseded values are not recommended for survey control.
 BJ1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1524.See file dsdata.txt to determine how the superseded data were derived.
 BJ1524
 BJ1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP501530(NAD 83)
 BJ1524_MARKER: DB = BENCH MARK DISK
 BJ1524_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1524_SP_SET: BRIDGE ABUTMENT
 BJ1524_STAMPING: C 275 1969
 BJ1524_MARK LOGO: CGS   
 BJ1524_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1524+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1992
 BJ1524
 BJ1524  HISTORY     - Date     Condition        Report By
 BJ1524  HISTORY     - 1969     MONUMENTED       CGS
 BJ1524  HISTORY     - 1978     GOOD             USE
 BJ1524  HISTORY     - 1981     GOOD             USGS
 BJ1524  HISTORY     - 1986     GOOD             NGS
 BJ1524  HISTORY     - 19920618 GOOD             NGS
 BJ1524
 BJ1524                          STATION DESCRIPTION
 BJ1524
 BJ1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1524'IN MANCHAC.
 BJ1524'AT MANCHAC, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BJ1524'ABUTMENT OF THE U. S. HIGHWAY 51 BRIDGE OVER PASS MANCHAC, 19.4 FEET
 BJ1524'EAST OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET WEST OF THE EAST END
 BJ1524'OF THE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ1524
 BJ1524                          STATION RECOVERY (1978)
 BJ1524
 BJ1524'RECOVERY NOTE BY US ENGINEERS 1978
 BJ1524'RECOVERED IN GOOD CONDITION.
 BJ1524
 BJ1524                          STATION RECOVERY (1981)
 BJ1524
 BJ1524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BJ1524'RECOVERED IN GOOD CONDITION.
 BJ1524
 BJ1524                          STATION RECOVERY (1986)
 BJ1524
 BJ1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1524'RECOVERED IN GOOD CONDITION. THE MARK IS NOW INACCESSIBLE AS A PORTION
 BJ1524'OF THE BRIDGE RAILING HAS BROKEN OFF AND IS WEDGED ABOVE THE DISK.
 BJ1524
 BJ1524                          STATION RECOVERY (1992)
 BJ1524
 BJ1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1524'17.9 KM (11.10 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1524'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, IN TOP OF AND 0.7 M
 BJ1524'(2.3 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 BJ1524'HIGHWAY BRIDGE SPANNING PASS MANCHAC, 94.0 M (308.4 FT) SOUTHWEST OF
 BJ1524'THE NEAR RAIL, 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF HIGHWAY, AND
 BJ1524'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0247 ***********************************************************************
 AT0247  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0247  DESIGNATION -  C 279
 AT0247  PID         -  AT0247
 AT0247  STATE/COUNTY-  LA/PLAQUEMINES
 AT0247  USGS QUAD   -  BURAS (1993)
 AT0247
 AT0247                         *CURRENT SURVEY CONTROL
 AT0247  ___________________________________________________________________
 AT0247* NAD 83(1992)-  29 21 50.30281(N)    089 33 22.42552(W)     ADJUSTED  
 AT0247* NAVD 88     -        -0.23 **(meters)      -0.8  **(feet)  GPS OBS(2004.65)
 AT0247  **This station is located in a subsidence area (see below).
 AT0247  ___________________________________________________________________
 AT0247  EPOCH DATE  -        2004.65
 AT0247  X           -      43,087.585 (meters)                     COMP
 AT0247  Y           -  -5,562,979.812 (meters)                     COMP
 AT0247  Z           -   3,109,111.080 (meters)                     COMP
 AT0247  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AT0247  ELLIP HEIGHT-         -24.37  (meters)          (06/22/05) GPS OBS
 AT0247  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AT0247  DYNAMIC HT  -          -0.23  (meters)      -0.8   (feet)  COMP
 AT0247  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 AT0247
 AT0247  HORZ ORDER  -  B
 AT0247  VERT ORDER  -  THIRD (See Below)
 AT0247  ELLP ORDER  -  FOURTH    CLASS I
 AT0247
 AT0247.The horizontal coordinates were established by GPS observations
 AT0247.and adjusted by the National Geodetic Survey in June 2005..
 AT0247.The horizontal coordinates are valid at the epoch date displayed above.
 AT0247.The epoch date for horizontal control is a decimal equivalence
 AT0247.of Year/Month/Day.
 AT0247
 AT0247 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0247 ** and geoid heights are valid at the date of observation. These heights
 AT0247 ** must always be validated when used as control.
 AT0247 ** The orthometric height was determined by GPS observations using
 AT0247 ** precise GPS observation and processing techniques and a new
 AT0247 ** realization of GEOID03. It supersedes the leveled height previously
 AT0247 ** determined for this station.
 AT0247 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0247 ** epoch indicated which incorporates improved geoid heights for the
 AT0247 ** Southern Louisiana Subsidence area.
 AT0247 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0247.The orthometric height was determined by GPS observations and a
 AT0247.high-resolution geoid model using precise GPS observation and
 AT0247.processing techniques. It supersedes the leveled height previously
 AT0247.determined for this station.
 AT0247.WARNING-GPS observations at this control monument resulted in a GPS
 AT0247.derived orthometric height which differed from the leveled height by
 AT0247.more than one decimeter (0.1 meter).
 AT0247.The vertical order pertains to the first NAVD 88 superseded value.
 AT0247
 AT0247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0247
 AT0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0247
 AT0247.The ellipsoidal height was determined by GPS observations
 AT0247.and is referenced to NAD 83.
 AT0247
 AT0247.The geoid height was determined by GEOID03.
 AT0247
 AT0247.The dynamic height is computed by dividing the NAVD 88
 AT0247.geopotential number by the normal gravity value computed on the
 AT0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0247.degrees latitude (g = 980.6199 gals.).
 AT0247
 AT0247.The modeled gravity was interpolated from observed gravity values.
 AT0247
 AT0247;                    North         East     Units Scale Factor Converg.
 AT0247;SPC LA S     -    97,106.400 1,172,539.829   MT  0.99998708   +0 53 18.9
 AT0247;SPC LA S     -   318,589.91  3,846,907.76   sFT  0.99998708   +0 53 18.9
 AT0247;UTM  16      - 3,251,027.258   251,857.627   MT  1.00035985   -1 15 14.8
 AT0247
 AT0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0247!SPC LA S     -   1.00000383  x   0.99998708  =   0.99999091
 AT0247!UTM  16      -   1.00000383  x   1.00035985  =   1.00036368
 AT0247
 AT0247                          SUPERSEDED SURVEY CONTROL
 AT0247
 AT0247  NAVD 88 (02/14/94)   -0.100  (m)           -0.33   (f) READJUSTED  3  
 AT0247  NAVD 88 (06/15/91)   -0.044  (m)           -0.14   (f) UNKNOWN     1 1
 AT0247  NGVD 29 (??/??/??)   -0.015  (m)           -0.05   (f) ADJUSTED    1 1
 AT0247
 AT0247.Superseded values are not recommended for survey control.
 AT0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0247.See file dsdata.txt to determine how the superseded data were derived.
 AT0247
 AT0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5185851027(NAD 83)
 AT0247_MARKER: DB = BENCH MARK DISK
 AT0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AT0247_SP_SET: SEWYER LIFT BASE
 AT0247_STAMPING: C 279 1970
 AT0247_MARK LOGO: NGS   
 AT0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0247+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 AT0247
 AT0247  HISTORY     - Date     Condition        Report By
 AT0247  HISTORY     - 1970     MONUMENTED       NGS
 AT0247  HISTORY     - 1971     GOOD             NGS
 AT0247  HISTORY     - 1984     GOOD             NGS
 AT0247  HISTORY     - 20040419 GOOD             NGS
 AT0247  HISTORY     - 20051007 GOOD             NGS
 AT0247
 AT0247                          STATION DESCRIPTION
 AT0247
 AT0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0247'2.0 MI NW FROM BURAS.
 AT0247'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE HIGH SCHOOL
 AT0247'AT BURAS, OR ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE
 AT0247'DRAW BRIDGE OVER THE DOULLUT CANAL AT EMPIRE, 0.8 MILE SOUTHEAST OF
 AT0247'THE SUNRISE HIGH SCHOOL, AT THE JUNCTION OF THE HIGHWAY AND THE MORE
 AT0247'NORTHWESTERLY OF TWO DRIVEWAYS THAT LEADS SOUTHWEST TO THE PHILLIPS
 AT0247'PETROLEUM COMPANYS PRODUCTION DEPARTMENT AND RADIO TOWER, SET IN THE
 AT0247'TOP OF THE NORTHEAST SIDE OF THE ROUND PORTION OF SEWER LIFT STATION
 AT0247'NUMBER 29-A, 75 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39
 AT0247'FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 2.7 FEET EAST OF
 AT0247'THE NORTH CORNER OF THE SQUARE PORTION OF THE SEWER STATION, 0.6 FOOT
 AT0247'NORTHEAST OF THE NORTHEAST SIDE OF THE SEWER STATION, 0.6 FOOT BELOW
 AT0247'THE TOP OF THE SQUARE PORTION OF THE STATION, AND ABOUT LEVEL WITH THE
 AT0247'HIGHWAY.
 AT0247
 AT0247                          STATION RECOVERY (1984)
 AT0247
 AT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0247'RECOVERED IN GOOD CONDITION.
 AT0247
 AT0247                          STATION RECOVERY (2004)
 AT0247
 AT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0247'THE STATION IS LOCATED ABOUT 3.0 MI SOUTH OF EMPIRE ON PROPERTY
 AT0247'BELONGING TO PLAQUEMINES  PARISH.
 AT0247' 
 AT0247'TO REACH THE STATION FROM THE DOULLOT CANAL DRAW BRIDGE IN EMPIRE GO
 AT0247'SOUTHERLY FOR 3.1 MI  ALONG PARISH HIGHWAY 11 TO THE STATION ON THE
 AT0247'RIGHT SET IN TOP OF A 2.6 M ROUND CONCRETE SEWYER  LIFT STATION ON THE
 AT0247'RIGHT JUST BEFORE REACHING A GRAVEL DRIVE LEADING TO A PRIVATE
 AT0247'RESIDENCE  NUMBER 34590 ON THE RIGHT.
 AT0247' 
 AT0247'THE STATION IS LOCATED 20.9 M SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 AT0247'13.1 M SOUTHEAST OF THE  CENTER OF THE DRIVE, 7.4 M NORTHEAST OF THE
 AT0247'CENTER OF A 0.6 M ROUND METAL UTILITY LID, 0.4 M BELOW  THE LEVEL O
 AT0247'FTHE ROAD, AND 0.1 M NORTHEAST OF THE NORTHEAST FACE OF A 1.4 M SQUARE
 AT0247'CONCRETE  PROJECTION OF THE ROUND SEWYER LIFT BASE.
 AT0247
 AT0247                          STATION RECOVERY (2005)
 AT0247
 AT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0247'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2213 ***********************************************************************
 BX2213  DESIGNATION -  C 28
 BX2213  PID         -  BX2213
 BX2213  STATE/COUNTY-  LA/SABINE
 BX2213  USGS QUAD   -  LORING (1994)
 BX2213
 BX2213                         *CURRENT SURVEY CONTROL
 BX2213  ___________________________________________________________________
 BX2213* NAD 83(1986)-  31 36 09.     (N)    093 36 05.     (W)     SCALED    
 BX2213* NAVD 88     -        85.62   (+/-2cm)     280.9    (feet)  VERTCON   
 BX2213  ___________________________________________________________________
 BX2213  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BX2213
 BX2213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2213
 BX2213.The horizontal coordinates were scaled from a topographic map and have
 BX2213.an estimated accuracy of +/- 6 seconds.
 BX2213
 BX2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2213.The vertical order pertains to the NGVD 29 superseded value.
 BX2213
 BX2213.The geoid height was determined by GEOID03.
 BX2213
 BX2213;                    North         East    Units  Estimated Accuracy
 BX2213;SPC LA N     -   122,770.      895,490.      MT  (+/- 180 meters Scaled)
 BX2213
 BX2213                          SUPERSEDED SURVEY CONTROL
 BX2213
 BX2213  NGVD 29 (??/??/??)   85.709  (m)          281.20   (f) ADJUSTED    2 0
 BX2213
 BX2213.Superseded values are not recommended for survey control.
 BX2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2213.See file dsdata.txt to determine how the superseded data were derived.
 BX2213
 BX2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ429965(NAD 83)
 BX2213_MARKER: DB = BENCH MARK DISK
 BX2213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2213_SP_SET: CONCRETE BASE
 BX2213_STAMPING: C 28 1935
 BX2213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2213
 BX2213  HISTORY     - Date     Condition        Report By
 BX2213  HISTORY     - 1935     MONUMENTED       CGS
 BX2213  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX2213
 BX2213                          STATION DESCRIPTION
 BX2213
 BX2213'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX2213'3.5 MI SE FROM ZWOLLE.
 BX2213'3.5 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX2213'ZWOLLE, SABINE PARISH, 0.5 MILE SOUTHEAST OF MILEPORT 625, AT LAURIN
 BX2213'SIDING, 35 FEET SOUTH OF A LARGE WATER TANK, IN THE TOP OF THE
 BX2213'CONCRETE BASE OF A WATER SPIGOT, AND 8 FEET NORTHEAST OF THE
 BX2213'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 28 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0179 ***********************************************************************
 AT0179  DESIGNATION -  C 280
 AT0179  PID         -  AT0179
 AT0179  STATE/COUNTY-  LA/PLAQUEMINES
 AT0179  USGS QUAD   -  SOUTH PASS (1971)
 AT0179
 AT0179                         *CURRENT SURVEY CONTROL
 AT0179  ___________________________________________________________________
 AT0179* NAD 83(1986)-  29 05 43.     (N)    089 13 59.     (W)     SCALED    
 AT0179* NAVD 88     -         0.282  (meters)       0.93   (feet)  READJUSTED
 AT0179  ___________________________________________________________________
 AT0179  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AT0179  DYNAMIC HT  -           0.280 (meters)       0.92  (feet)  COMP
 AT0179  MODELED GRAV-     979,301.2   (mgal)                       NAVD 88
 AT0179
 AT0179  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0179
 AT0179.The horizontal coordinates were scaled from a topographic map and have
 AT0179.an estimated accuracy of +/- 6 seconds.
 AT0179
 AT0179.The orthometric height was determined by differential leveling
 AT0179.and adjusted by the National Geodetic Survey in February 1994..
 AT0179.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0179.distribution rate of 0.0 thru 1.0 mm/km.
 AT0179.The height was derived from older observations constrained to new
 AT0179.heights in a crustal motion area.  The height is approximate in
 AT0179.relation to other heights in its vicinity.
 AT0179
 AT0179.The geoid height was determined by GEOID03.
 AT0179
 AT0179.The dynamic height is computed by dividing the NAVD 88
 AT0179.geopotential number by the normal gravity value computed on the
 AT0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0179.degrees latitude (g = 980.6199 gals.).
 AT0179
 AT0179.The modeled gravity was interpolated from observed gravity values.
 AT0179
 AT0179;                    North         East    Units  Estimated Accuracy
 AT0179;SPC LA S     -    67,860.    1,204,460.      MT  (+/- 180 meters Scaled)
 AT0179
 AT0179                          SUPERSEDED SURVEY CONTROL
 AT0179
 AT0179  NGVD 29 (??/??/??)    0.363  (m)            1.19   (f) ADJUSTED    1 1
 AT0179
 AT0179.Superseded values are not recommended for survey control.
 AT0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0179.See file dsdata.txt to determine how the superseded data were derived.
 AT0179
 AT0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT826206(NAD 83)
 AT0179_MARKER: DB = BENCH MARK DISK
 AT0179_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0179_SP_SET: 96 FEET
 AT0179_STAMPING: C 280 1971
 AT0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0179
 AT0179  HISTORY     - Date     Condition        Report By
 AT0179  HISTORY     - 1971     MONUMENTED       NGS
 AT0179
 AT0179                          STATION DESCRIPTION
 AT0179
 AT0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0179'6.1 MI S FROM PILOTTOWN.
 AT0179'ABOUT 2.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0179'LOOKOUT TOWER AT PILOTTOWN, THENCE 3.9 MILES SOUTH ALONG THE WEST BANK
 AT0179'OF SOUTH PASS, ABOUT 0.5 MILE SOUTH OF A CHANNEL LIGHT BEARING A
 AT0179'NUMBER 9, 60 YARDS WEST OF THE WEST BANK OF THE PASS, AND IS A DISK ON
 AT0179'THE TOP OF A COPPER COATED STEEL ROD PROJECTING 18 INCHES ABOVE THE
 AT0179'LEVEL OF THE GROUND AND PROTECTED BY 4 CREOSOTED WOODEN POSTS (THE
 AT0179'EAST POST BEARING WITNESS SIGN) AND PROTECTED BY A 4 INCH PLASTIC PIPE
 AT0179'WHICH PROJECTS 18 INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD WAS
 AT0179'DRIVEN TO A DEPTH OF 96 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0532 ***********************************************************************
 AT0532  DESIGNATION -  C 280 USE RESET 1977
 AT0532  PID         -  AT0532
 AT0532  STATE/COUNTY-  LA/PLAQUEMINES
 AT0532  USGS QUAD   -  SOUTH PASS (1971)
 AT0532
 AT0532                         *CURRENT SURVEY CONTROL
 AT0532  ___________________________________________________________________
 AT0532* NAD 83(1986)-  29 05 43.     (N)    089 13 59.     (W)     SCALED    
 AT0532* NAVD 88     -         1.09   (+/-2cm)       3.6    (feet)  VERTCON   
 AT0532  ___________________________________________________________________
 AT0532  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AT0532
 AT0532  VERT ORDER  -  THIRD (See Below)
 AT0532
 AT0532.The horizontal coordinates were scaled from a topographic map and have
 AT0532.an estimated accuracy of +/- 6 seconds.
 AT0532
 AT0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0532.The vertical order pertains to the NGVD 29 superseded value.
 AT0532
 AT0532.The geoid height was determined by GEOID03.
 AT0532
 AT0532;                    North         East    Units  Estimated Accuracy
 AT0532;SPC LA S     -    67,860.    1,204,460.      MT  (+/- 180 meters Scaled)
 AT0532
 AT0532                          SUPERSEDED SURVEY CONTROL
 AT0532
 AT0532  NGVD 29 (??/??/??)    1.17   (m)            3.8    (f) RESET       3  
 AT0532
 AT0532.Superseded values are not recommended for survey control.
 AT0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0532.See file dsdata.txt to determine how the superseded data were derived.
 AT0532
 AT0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT826206(NAD 83)
 AT0532_MARKER: DB = BENCH MARK DISK
 AT0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0532_STAMPING: C 280 RESET 1977
 AT0532_PROJECTION: PROJECTING 8 CENTIMETERS
 AT0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0532_ROD/PIPE-DEPTH: 17.4 meters
 AT0532
 AT0532  HISTORY     - Date     Condition        Report By
 AT0532  HISTORY     - 1977     MONUMENTED       USE
 AT0532
 AT0532                          STATION DESCRIPTION
 AT0532
 AT0532'DESCRIBED BY US ENGINEERS 1977
 AT0532'6.25 MI SOUTH FROM PILOTTOWN.
 AT0532'2.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0532'LOOKOUT TOWER IN PILOTTOWN, THENCE 4.05 MILES SOUTH ALONG THE WEST
 AT0532'BANK OF SOUTH PASS, ABOUT 0.5 MILE SOUTH OF A CHANNEL LIGHT NO 9,
 AT0532'ABOUT 50.0 FEET WEST OF THE BANK OF THE RIVER AT BASE LINE STATION
 AT0532'NO 189+29.3. A COPPER COATED STEEL ROD ENCASED IN A 4-INCH PLASTIC
 AT0532'PIPE. IT IS DIRECTLY UNDER THE CENTER OF TOWER NO 7-S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0059 ***********************************************************************
 BJ0059  DESIGNATION -  C 282
 BJ0059  PID         -  BJ0059
 BJ0059  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0059  USGS QUAD   -  NEW ROADS (1994)
 BJ0059
 BJ0059                         *CURRENT SURVEY CONTROL
 BJ0059  ___________________________________________________________________
 BJ0059* NAD 83(1986)-  30 43 49.     (N)    091 26 56.     (W)     SCALED    
 BJ0059* NAVD 88     -        10.281  (meters)      33.73   (feet)  ADJUSTED  
 BJ0059  ___________________________________________________________________
 BJ0059  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0059  DYNAMIC HT  -          10.267 (meters)      33.68  (feet)  COMP
 BJ0059  MODELED GRAV-     979,362.5   (mgal)                       NAVD 88
 BJ0059
 BJ0059  VERT ORDER  -  FIRST     CLASS I
 BJ0059
 BJ0059.The horizontal coordinates were scaled from a topographic map and have
 BJ0059.an estimated accuracy of +/- 6 seconds.
 BJ0059
 BJ0059.The orthometric height was determined by differential leveling
 BJ0059.and adjusted by the National Geodetic Survey in February 1994..
 BJ0059
 BJ0059.The geoid height was determined by GEOID03.
 BJ0059
 BJ0059.The dynamic height is computed by dividing the NAVD 88
 BJ0059.geopotential number by the normal gravity value computed on the
 BJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0059.degrees latitude (g = 980.6199 gals.).
 BJ0059
 BJ0059.The modeled gravity was interpolated from observed gravity values.
 BJ0059
 BJ0059;                    North         East    Units  Estimated Accuracy
 BJ0059;SPC LA S     -   247,230.      988,930.      MT  (+/- 180 meters Scaled)
 BJ0059
 BJ0059                          SUPERSEDED SURVEY CONTROL
 BJ0059
 BJ0059  NAVD 88 (06/15/91)   10.312  (m)           33.83   (f) UNKNOWN     1 1
 BJ0059  NGVD 29 (??/??/??)   10.266  (m)           33.68   (f) ADJUSTED    1 1
 BJ0059
 BJ0059.Superseded values are not recommended for survey control.
 BJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0059.See file dsdata.txt to determine how the superseded data were derived.
 BJ0059
 BJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ485007(NAD 83)
 BJ0059_MARKER: DB = BENCH MARK DISK
 BJ0059_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0059+WITH SETTING: INTO GROUND
 BJ0059_SP_SET: METAL ROD WITH BASE PLATE
 BJ0059_STAMPING: C 282 1976
 BJ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0059+STABILITY: SURFACE MOTION
 BJ0059
 BJ0059  HISTORY     - Date     Condition        Report By
 BJ0059  HISTORY     - 1976     MONUMENTED       NGS
 BJ0059
 BJ0059                          STATION DESCRIPTION
 BJ0059
 BJ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0059'1.1 MI WEST FROM POINTE COUPEE.
 BJ0059'1.1 MILES WEST ALONG STATE HIGHWAY 420 FROM THE JUNCTION OF STATE
 BJ0059'HIGHWAYS 10 AND 420, 39 FT NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BJ0059'1.5 FT SOUTH OF A FENCE AND IN LINE WITH A FENCE LEADING NORTH OVER
 BJ0059'THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0103 ***********************************************************************
 BJ0103  DESIGNATION -  C 283
 BJ0103  PID         -  BJ0103
 BJ0103  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0103  USGS QUAD   -  LOBDELL (1992)
 BJ0103
 BJ0103                         *CURRENT SURVEY CONTROL
 BJ0103  ___________________________________________________________________
 BJ0103* NAD 83(1986)-  30 29 52.     (N)    091 16 38.     (W)     SCALED    
 BJ0103* NAVD 88     -         7.286  (meters)      23.90   (feet)  ADJUSTED  
 BJ0103  ___________________________________________________________________
 BJ0103  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0103  DYNAMIC HT  -           7.277 (meters)      23.87  (feet)  COMP
 BJ0103  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ0103
 BJ0103  VERT ORDER  -  FIRST     CLASS I
 BJ0103
 BJ0103.The horizontal coordinates were scaled from a topographic map and have
 BJ0103.an estimated accuracy of +/- 6 seconds.
 BJ0103
 BJ0103.The orthometric height was determined by differential leveling
 BJ0103.and adjusted by the National Geodetic Survey in February 1994..
 BJ0103
 BJ0103.The geoid height was determined by GEOID03.
 BJ0103
 BJ0103.The dynamic height is computed by dividing the NAVD 88
 BJ0103.geopotential number by the normal gravity value computed on the
 BJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0103.degrees latitude (g = 980.6199 gals.).
 BJ0103
 BJ0103.The modeled gravity was interpolated from observed gravity values.
 BJ0103
 BJ0103;                    North         East    Units  Estimated Accuracy
 BJ0103;SPC LA S     -   221,450.    1,005,390.      MT  (+/- 180 meters Scaled)
 BJ0103
 BJ0103                          SUPERSEDED SURVEY CONTROL
 BJ0103
 BJ0103  NAVD 88 (06/15/91)    7.311  (m)           23.99   (f) UNKNOWN     1 1
 BJ0103  NGVD 29 (??/??/??)    7.276  (m)           23.87   (f) ADJUSTED    1 1
 BJ0103
 BJ0103.Superseded values are not recommended for survey control.
 BJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0103.See file dsdata.txt to determine how the superseded data were derived.
 BJ0103
 BJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP653752(NAD 83)
 BJ0103_MARKER: DB = BENCH MARK DISK
 BJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0103_SP_SET: CONCRETE POST
 BJ0103_STAMPING: C 283 1976
 BJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0103+STABILITY: SURFACE MOTION
 BJ0103
 BJ0103  HISTORY     - Date     Condition        Report By
 BJ0103  HISTORY     - 1976     MONUMENTED       NGS
 BJ0103
 BJ0103                          STATION DESCRIPTION
 BJ0103
 BJ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0103'3.65 MI SOUTH FROM DEVALL.
 BJ0103'3.65 MILES SOUTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0103'SCHOOL AT DEVALL, 0.15 MILE WEST OF THE JUNCTION OF AN ASPHALT
 BJ0103'ROAD LEADING SOUTH, 180 FT SOUTH OF THE CENTER LINE OF THE SOUTH
 BJ0103'LEVEE ROAD OF MISS. RIVER, 31.5 FT NORTH OF THE CENTER LINE OF
 BJ0103'THE HIGHWAY, 63 FT NORTH OF TELEPHONE POLE 218, 2.7 FT NORTH OF
 BJ0103'A FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0438 ***********************************************************************
 BJ0438  DESIGNATION -  C 284
 BJ0438  PID         -  BJ0438
 BJ0438  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0438  USGS QUAD   -  ELM PARK (1994)
 BJ0438
 BJ0438                         *CURRENT SURVEY CONTROL
 BJ0438  ___________________________________________________________________
 BJ0438* NAD 83(1986)-  30 46 56.     (N)    091 20 49.     (W)     SCALED    
 BJ0438* NAVD 88     -        46.746  (meters)     153.37   (feet)  ADJUSTED  
 BJ0438  ___________________________________________________________________
 BJ0438  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0438  DYNAMIC HT  -          46.686 (meters)     153.17  (feet)  COMP
 BJ0438  MODELED GRAV-     979,358.9   (mgal)                       NAVD 88
 BJ0438
 BJ0438  VERT ORDER  -  FIRST     CLASS I
 BJ0438
 BJ0438.The horizontal coordinates were scaled from a topographic map and have
 BJ0438.an estimated accuracy of +/- 6 seconds.
 BJ0438
 BJ0438.The orthometric height was determined by differential leveling
 BJ0438.and adjusted by the National Geodetic Survey in February 1994..
 BJ0438
 BJ0438.The geoid height was determined by GEOID03.
 BJ0438
 BJ0438.The dynamic height is computed by dividing the NAVD 88
 BJ0438.geopotential number by the normal gravity value computed on the
 BJ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0438.degrees latitude (g = 980.6199 gals.).
 BJ0438
 BJ0438.The modeled gravity was interpolated from observed gravity values.
 BJ0438
 BJ0438;                    North         East    Units  Estimated Accuracy
 BJ0438;SPC LA S     -   252,980.      998,700.      MT  (+/- 180 meters Scaled)
 BJ0438
 BJ0438                          SUPERSEDED SURVEY CONTROL
 BJ0438
 BJ0438  NGVD 29 (??/??/??)   46.730  (m)          153.31   (f) ADJUSTED    1 1
 BJ0438
 BJ0438.Superseded values are not recommended for survey control.
 BJ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0438.See file dsdata.txt to determine how the superseded data were derived.
 BJ0438
 BJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ581066(NAD 83)
 BJ0438_MARKER: DB = BENCH MARK DISK
 BJ0438_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0438+WITH SETTING: INTO GROUND
 BJ0438_SP_SET: METAL ROD WITH BASE PLATE
 BJ0438_STAMPING: C 284 1976
 BJ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0438+STABILITY: SURFACE MOTION
 BJ0438
 BJ0438  HISTORY     - Date     Condition        Report By
 BJ0438  HISTORY     - 1976     MONUMENTED       NGS
 BJ0438
 BJ0438                          STATION DESCRIPTION
 BJ0438
 BJ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0438'1.85 MI EAST FROM ST FRANCISVILLE.
 BJ0438'1.85 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0438'HIGHWAY 10 AT ST. FRANCISVILLE, AT A T JUNCTION OF STATE HIGHWAY
 BJ0438'965 LEADING SOUTH, 58.5 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0438'HIGHWAY, 8.5 FT SOUTHWEST OF THE FIRST POWER LINE POLE SOUTHEAST OF
 BJ0438'A POWER LINE POLE WITH TRANSFORMERS, 8 FT SOUTHEAST OF THE EXTENDED
 BJ0438'CENTER LINE OF STATE HIGHWAY 965, 1.0 FT SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0201 ***********************************************************************
 BJ0201  DESIGNATION -  C 284 X
 BJ0201  PID         -  BJ0201
 BJ0201  STATE/COUNTY-  LA/ST LANDRY
 BJ0201  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0201
 BJ0201                         *CURRENT SURVEY CONTROL
 BJ0201  ___________________________________________________________________
 BJ0201* NAD 83(1986)-  30 44 32.     (N)    091 45 48.     (W)     SCALED    
 BJ0201* NAVD 88     -         9.919  (meters)      32.54   (feet)  ADJUSTED  
 BJ0201  ___________________________________________________________________
 BJ0201  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0201  DYNAMIC HT  -           9.906 (meters)      32.50  (feet)  COMP
 BJ0201  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 BJ0201
 BJ0201  VERT ORDER  -  FIRST     CLASS I
 BJ0201
 BJ0201.The horizontal coordinates were scaled from a topographic map and have
 BJ0201.an estimated accuracy of +/- 6 seconds.
 BJ0201
 BJ0201.The orthometric height was determined by differential leveling
 BJ0201.and adjusted by the National Geodetic Survey in February 1994..
 BJ0201
 BJ0201.The geoid height was determined by GEOID03.
 BJ0201
 BJ0201.The dynamic height is computed by dividing the NAVD 88
 BJ0201.geopotential number by the normal gravity value computed on the
 BJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0201.degrees latitude (g = 980.6199 gals.).
 BJ0201
 BJ0201.The modeled gravity was interpolated from observed gravity values.
 BJ0201
 BJ0201;                    North         East    Units  Estimated Accuracy
 BJ0201;SPC LA S     -   248,620.      958,820.      MT  (+/- 180 meters Scaled)
 BJ0201
 BJ0201                          SUPERSEDED SURVEY CONTROL
 BJ0201
 BJ0201  NAVD 88 (06/15/91)    9.957  (m)           32.67   (f) UNKNOWN     1 1
 BJ0201  NGVD 29 (??/??/??)    9.918  (m)           32.54   (f) ADJUSTED    1 1
 BJ0201
 BJ0201.Superseded values are not recommended for survey control.
 BJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0201.See file dsdata.txt to determine how the superseded data were derived.
 BJ0201
 BJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ183016(NAD 83)
 BJ0201_MARKER: DB = BENCH MARK DISK
 BJ0201_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0201+WITH SETTING: INTO GROUND
 BJ0201_SP_SET: METAL ROD WITH BASE PLATE
 BJ0201_STAMPING: C 284X 1976
 BJ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0201+STABILITY: SURFACE MOTION
 BJ0201
 BJ0201  HISTORY     - Date     Condition        Report By
 BJ0201  HISTORY     - 1976     MONUMENTED       NGS
 BJ0201  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 BJ0201
 BJ0201                          STATION DESCRIPTION
 BJ0201
 BJ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0201'4.1 MI NORTH FROM MELVILLE.
 BJ0201'4.1 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0201'RAILROAD OVERPASS, 39.5 FT WEST OF THE CENTER LINE OF HIGHWAY, 29 FT
 BJ0201'SOUTHWEST OF SOUTH END OF A 24 INCH PIPE CULVERT, 3 FT NORTH OF A
 BJ0201'POWER POLE, (NOTE) LAST POWER POLE IN LINE WITH POLES, 1 FT EAST OF
 BJ0201'A  FENCE LINE
 BJ0201
 BJ0201                          STATION RECOVERY (2005)
 BJ0201
 BJ0201'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0590 ***********************************************************************
 BJ0590  DESIGNATION -  C 285
 BJ0590  PID         -  BJ0590
 BJ0590  STATE/COUNTY-  LA/IBERVILLE
 BJ0590  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0590
 BJ0590                         *CURRENT SURVEY CONTROL
 BJ0590  ___________________________________________________________________
 BJ0590* NAD 83(1986)-  30 15 53.     (N)    091 07 48.     (W)     SCALED    
 BJ0590* NAVD 88     -         7.773  (meters)      25.50   (feet)  ADJUSTED  
 BJ0590  ___________________________________________________________________
 BJ0590  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ0590  DYNAMIC HT  -           7.763 (meters)      25.47  (feet)  COMP
 BJ0590  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BJ0590
 BJ0590  VERT ORDER  -  FIRST     CLASS I
 BJ0590
 BJ0590.The horizontal coordinates were scaled from a topographic map and have
 BJ0590.an estimated accuracy of +/- 6 seconds.
 BJ0590
 BJ0590.The orthometric height was determined by differential leveling
 BJ0590.and adjusted by the National Geodetic Survey in February 1994..
 BJ0590
 BJ0590.The geoid height was determined by GEOID03.
 BJ0590
 BJ0590.The dynamic height is computed by dividing the NAVD 88
 BJ0590.geopotential number by the normal gravity value computed on the
 BJ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0590.degrees latitude (g = 980.6199 gals.).
 BJ0590
 BJ0590.The modeled gravity was interpolated from observed gravity values.
 BJ0590
 BJ0590;                    North         East    Units  Estimated Accuracy
 BJ0590;SPC LA S     -   195,630.    1,019,570.      MT  (+/- 180 meters Scaled)
 BJ0590
 BJ0590                          SUPERSEDED SURVEY CONTROL
 BJ0590
 BJ0590  NGVD 29 (??/??/??)    7.787  (m)           25.55   (f) ADJUSTED    1 1
 BJ0590
 BJ0590.Superseded values are not recommended for survey control.
 BJ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0590.See file dsdata.txt to determine how the superseded data were derived.
 BJ0590
 BJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP798495(NAD 83)
 BJ0590_MARKER: DB = BENCH MARK DISK
 BJ0590_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0590+WITH SETTING: INTO GROUND
 BJ0590_SP_SET: METAL ROD WITH BASE PLATE
 BJ0590_STAMPING: C 285 1976
 BJ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0590+STABILITY: SURFACE MOTION
 BJ0590
 BJ0590  HISTORY     - Date     Condition        Report By
 BJ0590  HISTORY     - 1976     MONUMENTED       NGS
 BJ0590
 BJ0590                          STATION DESCRIPTION
 BJ0590
 BJ0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0590'6.0 MI EAST FROM PLAQUEMINE.
 BJ0590'6.0 MILES EAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0590'HIGHWAY 75, AT THE JUNCTION OF A FIELD ENTRANCE ROAD, 40.5 FT
 BJ0590'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FT SOUTHEAST OF THE
 BJ0590'CENTER LINE OF THE ROAD, 144 FT WEST OF AND ACROSS THE HIGHWAY FROM
 BJ0590'POWER LINE POLE NUMBER 125, 1.3 FT NORTHEAST OF A FENCE, THE DISK IS
 BJ0590'0.3 FT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0858 ***********************************************************************
 BJ0858  DESIGNATION -  C 287
 BJ0858  PID         -  BJ0858
 BJ0858  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0858  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0858
 BJ0858                         *CURRENT SURVEY CONTROL
 BJ0858  ___________________________________________________________________
 BJ0858* NAD 83(1986)-  30 28 10.     (N)    091 10 31.     (W)     SCALED    
 BJ0858* NAVD 88     -        17.749  (meters)      58.23   (feet)  ADJUSTED  
 BJ0858  ___________________________________________________________________
 BJ0858  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0858  DYNAMIC HT  -          17.726 (meters)      58.16  (feet)  COMP
 BJ0858  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ0858
 BJ0858  VERT ORDER  -  FIRST     CLASS I
 BJ0858
 BJ0858.The horizontal coordinates were scaled from a topographic map and have
 BJ0858.an estimated accuracy of +/- 6 seconds.
 BJ0858
 BJ0858.The orthometric height was determined by differential leveling
 BJ0858.and adjusted by the National Geodetic Survey in February 1994..
 BJ0858
 BJ0858.The geoid height was determined by GEOID03.
 BJ0858
 BJ0858.The dynamic height is computed by dividing the NAVD 88
 BJ0858.geopotential number by the normal gravity value computed on the
 BJ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0858.degrees latitude (g = 980.6199 gals.).
 BJ0858
 BJ0858.The modeled gravity was interpolated from observed gravity values.
 BJ0858
 BJ0858;                    North         East    Units  Estimated Accuracy
 BJ0858;SPC LA S     -   218,320.    1,015,180.      MT  (+/- 180 meters Scaled)
 BJ0858
 BJ0858                          SUPERSEDED SURVEY CONTROL
 BJ0858
 BJ0858  NAVD 88 (06/15/91)   17.778  (m)           58.33   (f) UNKNOWN     1 1
 BJ0858  NGVD 29 (??/??/??)   17.745  (m)           58.22   (f) ADJUSTED    1 1
 BJ0858
 BJ0858.Superseded values are not recommended for survey control.
 BJ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0858.See file dsdata.txt to determine how the superseded data were derived.
 BJ0858
 BJ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP751722(NAD 83)
 BJ0858_MARKER: DB = BENCH MARK DISK
 BJ0858_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0858+WITH SETTING: INTO GROUND
 BJ0858_SP_SET: METAL ROD WITH BASE PLATE
 BJ0858_STAMPING: C 287 1976
 BJ0858_MARK LOGO: NGS   
 BJ0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0858+STABILITY: SURFACE MOTION
 BJ0858
 BJ0858  HISTORY     - Date     Condition        Report By
 BJ0858  HISTORY     - 1976     MONUMENTED       NGS
 BJ0858  HISTORY     - 1986     GOOD             NGS
 BJ0858  HISTORY     - 1986     GOOD             NGS
 BJ0858
 BJ0858                          STATION DESCRIPTION
 BJ0858
 BJ0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0858'0.5 MI WEST FROM BATON ROUGE.
 BJ0858'0.5 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE INTERSTATE
 BJ0858'HIGHWAY 110 OVERPASS, AT THE JUNCTION OF THE KANSAS CITY SOUTHERN
 BJ0858'RAILROAD, 29.4 FT SOUTH OF THE SOUTH RAIL OF THE ILLINOIS CENTRAL
 BJ0858'RAILROAD, 67.2 FT EAST OF THE EAST RAIL OF THE KANSAS CITY SOUTHERN
 BJ0858'RAILROAD, 22.0 FT NORTH OF A FENCE, 3.5 FT WEST OF A TELEPHONE POLE.
 BJ0858
 BJ0858                          STATION RECOVERY (1986)
 BJ0858
 BJ0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0858'RECOVERED IN GOOD CONDITION.
 BJ0858
 BJ0858                          STATION RECOVERY (1986)
 BJ0858
 BJ0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0195 ***********************************************************************
 BJ0195  DESIGNATION -  C 288
 BJ0195  PID         -  BJ0195
 BJ0195  STATE/COUNTY-  LA/ST LANDRY
 BJ0195  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0195
 BJ0195                         *CURRENT SURVEY CONTROL
 BJ0195  ___________________________________________________________________
 BJ0195* NAD 83(1986)-  30 47 26.     (N)    091 47 09.     (W)     SCALED    
 BJ0195* NAVD 88     -        11.325  (meters)      37.16   (feet)  ADJUSTED  
 BJ0195  ___________________________________________________________________
 BJ0195  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0195  DYNAMIC HT  -          11.311 (meters)      37.11  (feet)  COMP
 BJ0195  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 BJ0195
 BJ0195  VERT ORDER  -  FIRST     CLASS I
 BJ0195
 BJ0195.The horizontal coordinates were scaled from a topographic map and have
 BJ0195.an estimated accuracy of +/- 6 seconds.
 BJ0195
 BJ0195.The orthometric height was determined by differential leveling
 BJ0195.and adjusted by the National Geodetic Survey in February 1994..
 BJ0195
 BJ0195.The geoid height was determined by GEOID03.
 BJ0195
 BJ0195.The dynamic height is computed by dividing the NAVD 88
 BJ0195.geopotential number by the normal gravity value computed on the
 BJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0195.degrees latitude (g = 980.6199 gals.).
 BJ0195
 BJ0195.The modeled gravity was interpolated from observed gravity values.
 BJ0195
 BJ0195;                    North         East    Units  Estimated Accuracy
 BJ0195;SPC LA S     -   253,990.      956,690.      MT  (+/- 180 meters Scaled)
 BJ0195
 BJ0195                          SUPERSEDED SURVEY CONTROL
 BJ0195
 BJ0195  NAVD 88 (06/15/91)   11.361  (m)           37.27   (f) UNKNOWN     1 1
 BJ0195  NGVD 29 (??/??/??)   11.320  (m)           37.14   (f) ADJUSTED    1 1
 BJ0195
 BJ0195.Superseded values are not recommended for survey control.
 BJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0195.See file dsdata.txt to determine how the superseded data were derived.
 BJ0195
 BJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ161070(NAD 83)
 BJ0195_MARKER: DB = BENCH MARK DISK
 BJ0195_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0195+WITH SETTING: INTO GROUND
 BJ0195_SP_SET: METAL ROD WITH BASE PLATE
 BJ0195_STAMPING: C 288 1976
 BJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0195+STABILITY: SURFACE MOTION
 BJ0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0195+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BJ0195
 BJ0195  HISTORY     - Date     Condition        Report By
 BJ0195  HISTORY     - 1976     MONUMENTED       NGS
 BJ0195  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 BJ0195  HISTORY     - 20050629 GOOD             USPSQD
 BJ0195
 BJ0195                          STATION DESCRIPTION
 BJ0195
 BJ0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0195'8.0 MI NORTH FROM MELVILLE.
 BJ0195'8.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0195'RAILROAD OVERPASS, 72 FT EAST OF THE EAST CORNER OF A BEIGE BRICK
 BJ0195'HOUSE OWNED BY FRANK CLARK, 34.5 FT NORTH OF THE NORTH CORNER OF A RED
 BJ0195'BRICK HOUSE OWNED BY SAM MADDIE, 61.5 FT SOUTHWEST OF THE CENTER LINE
 BJ0195'OF THE HIGHWAY, 29.5 FT NORTHWEST OF THE CENTER LINE OF A CONCRETE
 BJ0195'SIDEWALK, 3 FT NORTHEAST OF A POWER POLE WITH TRANSFORMER
 BJ0195
 BJ0195                          STATION RECOVERY (2004)
 BJ0195
 BJ0195'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0195'MARK NOT FOUND.
 BJ0195
 BJ0195                          STATION RECOVERY (2005)
 BJ0195
 BJ0195'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2011 ***********************************************************************
 BX2011  DESIGNATION -  C 29
 BX2011  PID         -  BX2011
 BX2011  STATE/COUNTY-  LA/VERNON
 BX2011  USGS QUAD   -  NEW LLANO (1994)
 BX2011
 BX2011                         *CURRENT SURVEY CONTROL
 BX2011  ___________________________________________________________________
 BX2011* NAD 83(1986)-  31 00 22.     (N)    093 16 44.     (W)     SCALED    
 BX2011* NAVD 88     -        81.16   (+/-2cm)     266.3    (feet)  VERTCON   
 BX2011  ___________________________________________________________________
 BX2011  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX2011
 BX2011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2011
 BX2011.The horizontal coordinates were scaled from a topographic map and have
 BX2011.an estimated accuracy of +/- 6 seconds.
 BX2011
 BX2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2011.The vertical order pertains to the NGVD 29 superseded value.
 BX2011
 BX2011.The geoid height was determined by GEOID03.
 BX2011
 BX2011;                    North         East    Units  Estimated Accuracy
 BX2011;SPC LA N     -    56,380.      925,620.      MT  (+/- 180 meters Scaled)
 BX2011
 BX2011                          SUPERSEDED SURVEY CONTROL
 BX2011
 BX2011  NGVD 29 (??/??/??)   81.297  (m)          266.72   (f) ADJUSTED    2 0
 BX2011
 BX2011.Superseded values are not recommended for survey control.
 BX2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2011.See file dsdata.txt to determine how the superseded data were derived.
 BX2011
 BX2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ733303(NAD 83)
 BX2011_MARKER: DB = BENCH MARK DISK
 BX2011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2011_SP_SET: CULVERT
 BX2011_STAMPING: C 29 1935
 BX2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2011
 BX2011  HISTORY     - Date     Condition        Report By
 BX2011  HISTORY     - 1935     MONUMENTED       CGS
 BX2011  HISTORY     - 1943     GOOD             CGS
 BX2011  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2011
 BX2011                          STATION DESCRIPTION
 BX2011
 BX2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2011'9.6 MI S FROM LEESVILLE.
 BX2011'9.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2011'STATION AT LEESVILLE, VERNON PARISH, 60 YARDS SOUTH OF MILEPOST 678,
 BX2011'IN THE TOP OF THE EAST CONCRETE HEAD WALL OF A CULVERT, 18 FEET EAST
 BX2011'OF THE CENTERLINE OF THE TRACK, AND 14 FEET LOWER THAN THE TRACK.  A
 BX2011'STANDARD DISK, STAMPED C 29 1935.
 BX2011
 BX2011                          STATION RECOVERY (2001)
 BX2011
 BX2011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2011'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0899 ***********************************************************************
 BJ0899  DESIGNATION -  C 290
 BJ0899  PID         -  BJ0899
 BJ0899  STATE/COUNTY-  LA/LIVINGSTON
 BJ0899  USGS QUAD   -  HOLDEN (1974)
 BJ0899
 BJ0899                         *CURRENT SURVEY CONTROL
 BJ0899  ___________________________________________________________________
 BJ0899* NAD 83(1986)-  30 30 13.     (N)    090 44 37.     (W)     SCALED    
 BJ0899* NAVD 88     -        13.576  (meters)      44.54   (feet)  ADJUSTED  
 BJ0899  ___________________________________________________________________
 BJ0899  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ0899  DYNAMIC HT  -          13.558 (meters)      44.48  (feet)  COMP
 BJ0899  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BJ0899
 BJ0899  VERT ORDER  -  FIRST     CLASS I
 BJ0899
 BJ0899.The horizontal coordinates were scaled from a topographic map and have
 BJ0899.an estimated accuracy of +/- 6 seconds.
 BJ0899
 BJ0899.The orthometric height was determined by differential leveling
 BJ0899.and adjusted by the National Geodetic Survey in February 1994..
 BJ0899
 BJ0899.The geoid height was determined by GEOID03.
 BJ0899
 BJ0899.The dynamic height is computed by dividing the NAVD 88
 BJ0899.geopotential number by the normal gravity value computed on the
 BJ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0899.degrees latitude (g = 980.6199 gals.).
 BJ0899
 BJ0899.The modeled gravity was interpolated from observed gravity values.
 BJ0899
 BJ0899;                    North         East    Units  Estimated Accuracy
 BJ0899;SPC LA S     -   222,240.    1,056,610.      MT  (+/- 180 meters Scaled)
 BJ0899
 BJ0899                          SUPERSEDED SURVEY CONTROL
 BJ0899
 BJ0899  NAVD 88 (06/15/91)   13.621  (m)           44.69   (f) UNKNOWN     1 1
 BJ0899  NGVD 29 (??/??/??)   13.595  (m)           44.60   (f) ADJUSTED    1 1
 BJ0899
 BJ0899.Superseded values are not recommended for survey control.
 BJ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0899.See file dsdata.txt to determine how the superseded data were derived.
 BJ0899
 BJ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP165767(NAD 83)
 BJ0899_MARKER: DB = BENCH MARK DISK
 BJ0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0899_SP_SET: CULVERT
 BJ0899_STAMPING: C 290 1976
 BJ0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0899
 BJ0899  HISTORY     - Date     Condition        Report By
 BJ0899  HISTORY     - 1976     MONUMENTED       NGS
 BJ0899
 BJ0899                          STATION DESCRIPTION
 BJ0899
 BJ0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0899'0.3 MI EAST FROM LIVINGSTON.
 BJ0899'0.3 MILE EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0899'HIGHWAY 63 (FROST ROAD), O.1 MILE WEST OF THE JUNCTION OF CIRCLE
 BJ0899'DRIVE, 23 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 BJ0899'THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE BOX
 BJ0899'CULVERT, 0.6 FT EAST OF THE WEST END OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0243 ***********************************************************************
 BJ0243  DESIGNATION -  C 291
 BJ0243  PID         -  BJ0243
 BJ0243  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0243  USGS QUAD   -  MELVILLE (1994)
 BJ0243
 BJ0243                         *CURRENT SURVEY CONTROL
 BJ0243  ___________________________________________________________________
 BJ0243* NAD 83(1986)-  30 43 03.     (N)    091 39 40.     (W)     SCALED    
 BJ0243* NAVD 88     -         9.390  (meters)      30.81   (feet)  ADJUSTED  
 BJ0243  ___________________________________________________________________
 BJ0243  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0243  DYNAMIC HT  -           9.378 (meters)      30.77  (feet)  COMP
 BJ0243  MODELED GRAV-     979,362.1   (mgal)                       NAVD 88
 BJ0243
 BJ0243  VERT ORDER  -  FIRST     CLASS I
 BJ0243
 BJ0243.The horizontal coordinates were scaled from a topographic map and have
 BJ0243.an estimated accuracy of +/- 6 seconds.
 BJ0243
 BJ0243.The orthometric height was determined by differential leveling
 BJ0243.and adjusted by the National Geodetic Survey in February 1994..
 BJ0243
 BJ0243.The geoid height was determined by GEOID03.
 BJ0243
 BJ0243.The dynamic height is computed by dividing the NAVD 88
 BJ0243.geopotential number by the normal gravity value computed on the
 BJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0243.degrees latitude (g = 980.6199 gals.).
 BJ0243
 BJ0243.The modeled gravity was interpolated from observed gravity values.
 BJ0243
 BJ0243;                    North         East    Units  Estimated Accuracy
 BJ0243;SPC LA S     -   245,850.      968,600.      MT  (+/- 180 meters Scaled)
 BJ0243
 BJ0243                          SUPERSEDED SURVEY CONTROL
 BJ0243
 BJ0243  NGVD 29 (??/??/??)    9.387  (m)           30.80   (f) ADJUSTED    1 1
 BJ0243
 BJ0243.Superseded values are not recommended for survey control.
 BJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0243.See file dsdata.txt to determine how the superseded data were derived.
 BJ0243
 BJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP281990(NAD 83)
 BJ0243_MARKER: DB = BENCH MARK DISK
 BJ0243_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0243+WITH SETTING: INTO GROUND
 BJ0243_SP_SET: METAL ROD WITH BASE PLATE
 BJ0243_STAMPING: C 291 1976
 BJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0243+STABILITY: SURFACE MOTION
 BJ0243
 BJ0243  HISTORY     - Date     Condition        Report By
 BJ0243  HISTORY     - 1976     MONUMENTED       NGS
 BJ0243
 BJ0243                          STATION DESCRIPTION
 BJ0243
 BJ0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0243'5.6 MI SW FROM MORGANZA.
 BJ0243'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0243'HIGHWAY 10, THENCE 4.8 MILES WEST AND SOUTH ALONG A LEVEE ROAD,
 BJ0243'0.15 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING EAST, 137 FT
 BJ0243'EAST OF THE CENTER LINE OF THE ROAD, 132.6 FT EAST OF THE NORTHEAST
 BJ0243'CORNER OF A STEEL CATTLEGUARD, 21 FT EAST OF THE EAST END OF A GATE,
 BJ0243'1.4 FT NORTH OF A FENCE. THE DISK IS 0.6 FT BELOW THE LEVEL OF THE
 BJ0243'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0275 ***********************************************************************
 BJ0275  DESIGNATION -  C 292
 BJ0275  PID         -  BJ0275
 BJ0275  STATE/COUNTY-  LA/IBERVILLE
 BJ0275  USGS QUAD   -  MARINGOUIN (1992)
 BJ0275
 BJ0275                         *CURRENT SURVEY CONTROL
 BJ0275  ___________________________________________________________________
 BJ0275* NAD 83(1986)-  30 27 12.     (N)    091 32 30.     (W)     SCALED    
 BJ0275* NAVD 88     -         4.905  (meters)      16.09   (feet)  ADJUSTED  
 BJ0275  ___________________________________________________________________
 BJ0275  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0275  DYNAMIC HT  -           4.899 (meters)      16.07  (feet)  COMP
 BJ0275  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 BJ0275
 BJ0275  VERT ORDER  -  FIRST     CLASS I
 BJ0275
 BJ0275.The horizontal coordinates were scaled from a topographic map and have
 BJ0275.an estimated accuracy of +/- 6 seconds.
 BJ0275
 BJ0275.The orthometric height was determined by differential leveling
 BJ0275.and adjusted by the National Geodetic Survey in February 1994..
 BJ0275
 BJ0275.The geoid height was determined by GEOID03.
 BJ0275
 BJ0275.The dynamic height is computed by dividing the NAVD 88
 BJ0275.geopotential number by the normal gravity value computed on the
 BJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0275.degrees latitude (g = 980.6199 gals.).
 BJ0275
 BJ0275.The modeled gravity was interpolated from observed gravity values.
 BJ0275
 BJ0275;                    North         East    Units  Estimated Accuracy
 BJ0275;SPC LA S     -   216,540.      979,990.      MT  (+/- 180 meters Scaled)
 BJ0275
 BJ0275                          SUPERSEDED SURVEY CONTROL
 BJ0275
 BJ0275  NGVD 29 (??/??/??)    4.922  (m)           16.15   (f) ADJUSTED    1 1
 BJ0275
 BJ0275.Superseded values are not recommended for survey control.
 BJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0275.See file dsdata.txt to determine how the superseded data were derived.
 BJ0275
 BJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP400699(NAD 83)
 BJ0275_MARKER: DB = BENCH MARK DISK
 BJ0275_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0275+WITH SETTING: INTO GROUND
 BJ0275_SP_SET: METAL ROD WITH BASE PLATE
 BJ0275_STAMPING: C 292 1976
 BJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0275+STABILITY: SURFACE MOTION
 BJ0275
 BJ0275  HISTORY     - Date     Condition        Report By
 BJ0275  HISTORY     - 1976     MONUMENTED       NGS
 BJ0275  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0275  HISTORY     - 20060419 MARK NOT FOUND   NGS
 BJ0275
 BJ0275                          STATION DESCRIPTION
 BJ0275
 BJ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0275'4.7 MI SW FROM MARINGOUIN.
 BJ0275'2.0 MILES SOUTHWEST ALONG BELMONT LANE FROM THE JUNCTION OF STATE
 BJ0275'HIGHWAY 77, THENCE 2.7 MILES SOUTH ALONG A LEVEE ROAD, 0.2 MILE
 BJ0275'SOUTH OF THE CENTER OF A CURVE AND A ROAD JUNCTION, 96 FT EAST OF
 BJ0275'THE CENTER LINE OF THE ROAD, 1.0 FT SOUTH OF A  WITNESS POST, THE
 BJ0275'DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0275'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0275
 BJ0275                          STATION RECOVERY (1990)
 BJ0275
 BJ0275'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0275'MARK NOT FOUND.
 BJ0275
 BJ0275                          STATION RECOVERY (2006)
 BJ0275
 BJ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ0275'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0185 ***********************************************************************
 BJ0185  DESIGNATION -  C 293
 BJ0185  PID         -  BJ0185
 BJ0185  STATE/COUNTY-  LA/AVOYELLES
 BJ0185  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0185
 BJ0185                         *CURRENT SURVEY CONTROL
 BJ0185  ___________________________________________________________________
 BJ0185* NAD 83(1986)-  30 51 37.     (N)    091 49 40.     (W)     SCALED    
 BJ0185* NAVD 88     -        12.317  (meters)      40.41   (feet)  ADJUSTED  
 BJ0185  ___________________________________________________________________
 BJ0185  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0185  DYNAMIC HT  -          12.301 (meters)      40.36  (feet)  COMP
 BJ0185  MODELED GRAV-     979,376.2   (mgal)                       NAVD 88
 BJ0185
 BJ0185  VERT ORDER  -  FIRST     CLASS I
 BJ0185
 BJ0185.The horizontal coordinates were scaled from a topographic map and have
 BJ0185.an estimated accuracy of +/- 6 seconds.
 BJ0185
 BJ0185.The orthometric height was determined by differential leveling
 BJ0185.and adjusted by the National Geodetic Survey in February 1994..
 BJ0185
 BJ0185.The geoid height was determined by GEOID03.
 BJ0185
 BJ0185.The dynamic height is computed by dividing the NAVD 88
 BJ0185.geopotential number by the normal gravity value computed on the
 BJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0185.degrees latitude (g = 980.6199 gals.).
 BJ0185
 BJ0185.The modeled gravity was interpolated from observed gravity values.
 BJ0185
 BJ0185;                    North         East    Units  Estimated Accuracy
 BJ0185;SPC LA N     -    40,150.    1,064,300.      MT  (+/- 180 meters Scaled)
 BJ0185
 BJ0185                          SUPERSEDED SURVEY CONTROL
 BJ0185
 BJ0185  NAVD 88 (06/15/91)   12.348  (m)           40.51   (f) UNKNOWN     1 1
 BJ0185  NGVD 29 (??/??/??)   12.305  (m)           40.37   (f) ADJUSTED    1 1
 BJ0185
 BJ0185.Superseded values are not recommended for survey control.
 BJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0185.See file dsdata.txt to determine how the superseded data were derived.
 BJ0185
 BJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ120147(NAD 83)
 BJ0185_MARKER: DB = BENCH MARK DISK
 BJ0185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0185_SP_SET: COPPER-CLAD STEEL ROD
 BJ0185_STAMPING: C 293 1976
 BJ0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0185+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BJ0185
 BJ0185  HISTORY     - Date     Condition        Report By
 BJ0185  HISTORY     - 1976     MONUMENTED       NGS
 BJ0185  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 BJ0185  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 BJ0185  HISTORY     - 20050629 GOOD             USPSQD
 BJ0185
 BJ0185                          STATION DESCRIPTION
 BJ0185
 BJ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0185'8.6 MI SOUTH FROM SIMMESPORT.
 BJ0185'8.6 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE SIMMESPORT
 BJ0185'ELEMENTARY SCHOOL, AT THE JUNCTION OF A DRIVE LEADING WEST ALONG
 BJ0185'THE NORTH SIDE OF A POWER LINE, 53 FT WEST OF THE CENTER LINE OF
 BJ0185'THE HIGHWAY, 15 FT NORTH OF THE CENTER LINE OF THE DRIVE, 43 FT
 BJ0185'NORTHEAST OF A POWER LINE POLE, 1 FT WEST OF A POWER LINE POLE
 BJ0185'WITH A LIGHT AND A TRANSFORMER, THE DISK IS 0.5 FOOT BELOW THE
 BJ0185'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0185'PLASTIC SCREW PLUG
 BJ0185
 BJ0185                          STATION RECOVERY (2004)
 BJ0185
 BJ0185'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0185'MARK NOT FOUND
 BJ0185
 BJ0185                          STATION RECOVERY (2004)
 BJ0185
 BJ0185'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0185'MARK NOT FOUND
 BJ0185
 BJ0185                          STATION RECOVERY (2005)
 BJ0185
 BJ0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0752 ***********************************************************************
 BJ0752  DESIGNATION -  C 294
 BJ0752  PID         -  BJ0752
 BJ0752  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0752  USGS QUAD   -  FORDOCHE (1969)
 BJ0752
 BJ0752                         *CURRENT SURVEY CONTROL
 BJ0752  ___________________________________________________________________
 BJ0752* NAD 83(1986)-  30 33 21.     (N)    091 35 26.     (W)     SCALED    
 BJ0752* NAVD 88     -         7.378  (meters)      24.21   (feet)  ADJUSTED  
 BJ0752  ___________________________________________________________________
 BJ0752  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0752  DYNAMIC HT  -           7.368 (meters)      24.17  (feet)  COMP
 BJ0752  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ0752
 BJ0752  VERT ORDER  -  FIRST     CLASS I
 BJ0752
 BJ0752.The horizontal coordinates were scaled from a topographic map and have
 BJ0752.an estimated accuracy of +/- 6 seconds.
 BJ0752
 BJ0752.The orthometric height was determined by differential leveling
 BJ0752.and adjusted by the National Geodetic Survey in February 1994..
 BJ0752
 BJ0752.The geoid height was determined by GEOID03.
 BJ0752
 BJ0752.The dynamic height is computed by dividing the NAVD 88
 BJ0752.geopotential number by the normal gravity value computed on the
 BJ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0752.degrees latitude (g = 980.6199 gals.).
 BJ0752
 BJ0752.The modeled gravity was interpolated from observed gravity values.
 BJ0752
 BJ0752;                    North         East    Units  Estimated Accuracy
 BJ0752;SPC LA S     -   227,910.      975,320.      MT  (+/- 180 meters Scaled)
 BJ0752
 BJ0752                          SUPERSEDED SURVEY CONTROL
 BJ0752
 BJ0752  NAVD 88 (06/15/91)    7.422  (m)           24.35   (f) UNKNOWN     1 1
 BJ0752  NGVD 29 (??/??/??)    7.386  (m)           24.23   (f) ADJUSTED    1 1
 BJ0752
 BJ0752.Superseded values are not recommended for survey control.
 BJ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0752.See file dsdata.txt to determine how the superseded data were derived.
 BJ0752
 BJ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP351812(NAD 83)
 BJ0752_MARKER: DB = BENCH MARK DISK
 BJ0752_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0752_SP_SET: HEADWALL
 BJ0752_STAMPING: C 294 1976
 BJ0752_MARK LOGO: NGS   
 BJ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0752+STABILITY: SURFACE MOTION
 BJ0752
 BJ0752  HISTORY     - Date     Condition        Report By
 BJ0752  HISTORY     - 1976     MONUMENTED       NGS
 BJ0752  HISTORY     - 1981     GOOD             LADTD
 BJ0752  HISTORY     - 1986     GOOD             NGS
 BJ0752
 BJ0752                          STATION DESCRIPTION
 BJ0752
 BJ0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0752'1.9 MI WEST FROM LIVONIA.
 BJ0752'1.9 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0752'HIGHWAY 77, 0.6 MILE WEST OF THE WEST END OF A HIGHWAY BRIDGE
 BJ0752'OVER THE TEXAS AND PACIFIC RAILROAD, 27 FT. NORTH OF THE CENTER LINE
 BJ0752'OF THE NORTH HIGHWAY LANES, IN THE TOP OF THE WEST END OF THE NORTH
 BJ0752'CONCRETE HEAD WALL OF A LARGE CULVERT, 1.2 FT. EAST OF THE WEST END
 BJ0752'OF THE HEAD WALL.
 BJ0752
 BJ0752                          STATION RECOVERY (1981)
 BJ0752
 BJ0752'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0752'RECOVERED IN GOOD CONDITION.
 BJ0752
 BJ0752                          STATION RECOVERY (1986)
 BJ0752
 BJ0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0927 ***********************************************************************
 BJ0927  DESIGNATION -  C 295
 BJ0927  PID         -  BJ0927
 BJ0927  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0927  USGS QUAD   -  HAMMOND (1994)
 BJ0927
 BJ0927                         *CURRENT SURVEY CONTROL
 BJ0927  ___________________________________________________________________
 BJ0927* NAD 83(1986)-  30 30 15.     (N)    090 29 38.     (W)     SCALED    
 BJ0927* NAVD 88     -        11.653  (meters)      38.23   (feet)  ADJUSTED  
 BJ0927  ___________________________________________________________________
 BJ0927  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0927  DYNAMIC HT  -          11.638 (meters)      38.18  (feet)  COMP
 BJ0927  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ0927
 BJ0927  VERT ORDER  -  FIRST     CLASS I
 BJ0927
 BJ0927.The horizontal coordinates were scaled from a topographic map and have
 BJ0927.an estimated accuracy of +/- 6 seconds.
 BJ0927
 BJ0927.The orthometric height was determined by differential leveling
 BJ0927.and adjusted by the National Geodetic Survey in February 1994..
 BJ0927
 BJ0927.The geoid height was determined by GEOID03.
 BJ0927
 BJ0927.The dynamic height is computed by dividing the NAVD 88
 BJ0927.geopotential number by the normal gravity value computed on the
 BJ0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0927.degrees latitude (g = 980.6199 gals.).
 BJ0927
 BJ0927.The modeled gravity was interpolated from observed gravity values.
 BJ0927
 BJ0927;                    North         East    Units  Estimated Accuracy
 BJ0927;SPC LA S     -   222,450.    1,080,580.      MT  (+/- 180 meters Scaled)
 BJ0927
 BJ0927                          SUPERSEDED SURVEY CONTROL
 BJ0927
 BJ0927  NAVD 88 (06/15/91)   11.689  (m)           38.35   (f) UNKNOWN     1 1
 BJ0927  NGVD 29 (??/??/??)   11.669  (m)           38.28   (f) ADJUSTED    1 1
 BJ0927
 BJ0927.Superseded values are not recommended for survey control.
 BJ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0927.See file dsdata.txt to determine how the superseded data were derived.
 BJ0927
 BJ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP405773(NAD 83)
 BJ0927_MARKER: DB = BENCH MARK DISK
 BJ0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0927_SP_SET: CULVERT
 BJ0927_STAMPING: C 295 1976
 BJ0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0927
 BJ0927  HISTORY     - Date     Condition        Report By
 BJ0927  HISTORY     - 1976     MONUMENTED       NGS
 BJ0927  HISTORY     - 19870722 GOOD             USPSQD
 BJ0927
 BJ0927                          STATION DESCRIPTION
 BJ0927
 BJ0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0927'1.9 MI WEST FROM HAMMOND.
 BJ0927'1.9 MILES WEST ALONG WEST CHURCH STREET FROM THE ILLINOIS CENTRAL
 BJ0927'RAILROAD STATION, AT THE JUNCTION OF U.S. HIGHWAY 190, 28 FT SOUTH
 BJ0927'OF THE CENTER LINE OF THE STREET, 96 FT NORTHEAST OF THE CENTER LINE
 BJ0927'OF THE NORTHEAST LANES OF THE HIGHWAY, IN THE TOP OF THE EAST END OF
 BJ0927'THE SOUTH CONCRETE HEAD WALL OF A LARGE PIPE CULVERT, 0.6 FT WEST OF
 BJ0927'THE EAST END OF THE HEAD WALL.
 BJ0927
 BJ0927                          STATION RECOVERY (1987)
 BJ0927
 BJ0927'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 BJ0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0338 ***********************************************************************
 BJ0338  DESIGNATION -  C 30
 BJ0338  PID         -  BJ0338
 BJ0338  STATE/COUNTY-  LA/ST LANDRY
 BJ0338  USGS QUAD   -  PORT BARRE (1994)
 BJ0338
 BJ0338                         *CURRENT SURVEY CONTROL
 BJ0338  ___________________________________________________________________
 BJ0338* NAD 83(1986)-  30 32 49.     (N)    091 56 24.     (W)     SCALED    
 BJ0338* NAVD 88     -         8.149  (meters)      26.74   (feet)  ADJUSTED  
 BJ0338  ___________________________________________________________________
 BJ0338  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0338  DYNAMIC HT  -           8.138 (meters)      26.70  (feet)  COMP
 BJ0338  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BJ0338
 BJ0338  VERT ORDER  -  FIRST     CLASS II
 BJ0338
 BJ0338.The horizontal coordinates were scaled from a topographic map and have
 BJ0338.an estimated accuracy of +/- 6 seconds.
 BJ0338
 BJ0338.The orthometric height was determined by differential leveling
 BJ0338.and adjusted by the National Geodetic Survey in February 1994..
 BJ0338
 BJ0338.The geoid height was determined by GEOID03.
 BJ0338
 BJ0338.The dynamic height is computed by dividing the NAVD 88
 BJ0338.geopotential number by the normal gravity value computed on the
 BJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0338.degrees latitude (g = 980.6199 gals.).
 BJ0338
 BJ0338.The modeled gravity was interpolated from observed gravity values.
 BJ0338
 BJ0338;                    North         East    Units  Estimated Accuracy
 BJ0338;SPC LA S     -   227,050.      941,790.      MT  (+/- 180 meters Scaled)
 BJ0338
 BJ0338                          SUPERSEDED SURVEY CONTROL
 BJ0338
 BJ0338  NGVD 29 (??/??/??)    8.124  (m)           26.65   (f) ADJUSTED    1 2
 BJ0338
 BJ0338.Superseded values are not recommended for survey control.
 BJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0338.See file dsdata.txt to determine how the superseded data were derived.
 BJ0338
 BJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP016798(NAD 83)
 BJ0338_MARKER: DB = BENCH MARK DISK
 BJ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0338_SP_SET: CONCRETE POST
 BJ0338_STAMPING: C 30 1935
 BJ0338_MARK LOGO: CGS   
 BJ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0338+STABILITY: SURFACE MOTION
 BJ0338
 BJ0338  HISTORY     - Date     Condition        Report By
 BJ0338  HISTORY     - 1935     MONUMENTED       CGS
 BJ0338  HISTORY     - 1973     GOOD             LADTD
 BJ0338  HISTORY     - 1975     GOOD             LADTD
 BJ0338  HISTORY     - 1976     GOOD             NGS
 BJ0338  HISTORY     - 1986     GOOD             NGS
 BJ0338
 BJ0338                          STATION DESCRIPTION
 BJ0338
 BJ0338'DESCRIBED BY LA TRANSP AND DEV 1973
 BJ0338'1.4 MI E FROM PORT BARRE.
 BJ0338'FROM THE MISSOURI PACIFIC RAILROAD STATION AT PORT BARRE, THENCE ABOUT
 BJ0338'1.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD, FROM THE STATION
 BJ0338'AT PORT BARRE, 121 FEET EAST OF MILE POST 599, 15 FEET NORTHWEST OF
 BJ0338'THE CENTERLINE OF A PRIVATE ROAD AND RAILROAD CROSSING, 11 FEET NORTH
 BJ0338'OF THE NORTH RAIL, OF THE MISSOURI PACIFIC RAILROAD, 80 FEET SOUTH OF
 BJ0338'THE CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 190, 2 FEET
 BJ0338'BELOW THE LEVEL OF THE TRACK, 2 FEET NORTH OF A STEEL WITNESS POST.
 BJ0338'DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1/4, SEC 4,
 BJ0338'T 6 S, R 5E.
 BJ0338
 BJ0338                          STATION RECOVERY (1975)
 BJ0338
 BJ0338'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ0338'RECOVERED IN GOOD CONDITION.
 BJ0338
 BJ0338                          STATION RECOVERY (1976)
 BJ0338
 BJ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0338'1.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM ITS JUNCTION WITH STATE
 BJ0338'HIGHWAY 103 NORTH AT PORT BARRE, 0.45 MILE EAST OF THE INTERSECTION OF
 BJ0338'U.S. HIGHWAY 190 AND STATE HIGHWAY 741, AT A DIM ROAD SOUTH, NOTE ROAD
 BJ0338'IS NO LONGER USED AND THERE IS NO CROSSING, 81 FT SOUTH OF THE CENTER
 BJ0338'LINE OF THE EAST BOUND LANES OF HIGHWAY 190, 58 FT SOUTHWEST OF THE
 BJ0338'FIRST POLE EAST OF MILEPOST 599, 11 FT NORTH OF THE NORTH RAIL OF THE
 BJ0338'MISSOURI PACIFIC RAILROAD, 2.0 FT SOUTH OF A WITNESS POST, 9.5 FT WEST
 BJ0338'-OF THE CENTER LINE OF THE DIM ROAD SOUTH.
 BJ0338'THIS BENCH MARK NOT LEVELED TO IN 1976.
 BJ0338
 BJ0338                          STATION RECOVERY (1986)
 BJ0338
 BJ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2262 ***********************************************************************
 BX2262  DESIGNATION -  C 301
 BX2262  PID         -  BX2262
 BX2262  STATE/COUNTY-  LA/RAPIDES
 BX2262  USGS QUAD   -  LATANIER (1993)
 BX2262
 BX2262                         *CURRENT SURVEY CONTROL
 BX2262  ___________________________________________________________________
 BX2262* NAD 83(1986)-  31 13 09.     (N)    092 22 25.     (W)     SCALED    
 BX2262* NAVD 88     -        21.706  (meters)      71.21   (feet)  ADJUSTED  
 BX2262  ___________________________________________________________________
 BX2262  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX2262  DYNAMIC HT  -          21.679 (meters)      71.13  (feet)  COMP
 BX2262  MODELED GRAV-     979,399.1   (mgal)                       NAVD 88
 BX2262
 BX2262  VERT ORDER  -  FIRST     CLASS I
 BX2262
 BX2262.The horizontal coordinates were scaled from a topographic map and have
 BX2262.an estimated accuracy of +/- 6 seconds.
 BX2262
 BX2262.The orthometric height was determined by differential leveling
 BX2262.and adjusted by the National Geodetic Survey in February 1994..
 BX2262
 BX2262.The geoid height was determined by GEOID03.
 BX2262
 BX2262.The dynamic height is computed by dividing the NAVD 88
 BX2262.geopotential number by the normal gravity value computed on the
 BX2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2262.degrees latitude (g = 980.6199 gals.).
 BX2262
 BX2262.The modeled gravity was interpolated from observed gravity values.
 BX2262
 BX2262;                    North         East    Units  Estimated Accuracy
 BX2262;SPC LA N     -    79,750.    1,012,040.      MT  (+/- 180 meters Scaled)
 BX2262
 BX2262                          SUPERSEDED SURVEY CONTROL
 BX2262
 BX2262  NAVD 88 (06/15/91)   21.708  (m)           71.22   (f) UNKNOWN     1 1
 BX2262  NGVD 29 (??/??/??)   21.688  (m)           71.15   (f) ADJUSTED    1 1
 BX2262
 BX2262.Superseded values are not recommended for survey control.
 BX2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2262.See file dsdata.txt to determine how the superseded data were derived.
 BX2262
 BX2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ596540(NAD 83)
 BX2262_MARKER: DB = BENCH MARK DISK
 BX2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2262_SP_SET: CONCRETE POST
 BX2262_STAMPING: C 301 1977
 BX2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2262+STABILITY: SURFACE MOTION
 BX2262
 BX2262  HISTORY     - Date     Condition        Report By
 BX2262  HISTORY     - 1977     MONUMENTED       NGS
 BX2262
 BX2262                          STATION DESCRIPTION
 BX2262
 BX2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2262'1.7 MI NW FROM LATANIER.
 BX2262'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 BX2262'OF STATE HIGHWAY 457 AT LATANIER, 129 FEET SOUTHWEST AND ACROSS
 BX2262'HIGHWAY FROM A LARGE TELEPHONE JUNCTION BOX, 80 FEET SOUTHWEST
 BX2262'OF THE CENTER LINE OF HIGHWAY, 15 FEET SOUTHEAST OF THE CENTER
 BX2262'OF A TRACK ROAD CROSSING RAILROAD TRACKS, 18 FEET NORTHEAST
 BX2262'OF THE NORTHEAST RAIL OF THE RAILROAD TRACK, 55 FEET SOUTH OF
 BX2262'A LONE SYCAMORE TREE BY SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2231 ***********************************************************************
 BX2231  DESIGNATION -  C 302
 BX2231  PID         -  BX2231
 BX2231  STATE/COUNTY-  LA/AVOYELLES
 BX2231  USGS QUAD   -  EFFIE (1983)
 BX2231
 BX2231                         *CURRENT SURVEY CONTROL
 BX2231  ___________________________________________________________________
 BX2231* NAD 83(1986)-  31 12 39.     (N)    092 07 43.     (W)     SCALED    
 BX2231* NAVD 88     -        17.896  (meters)      58.71   (feet)  ADJUSTED  
 BX2231  ___________________________________________________________________
 BX2231  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX2231  DYNAMIC HT  -          17.874 (meters)      58.64  (feet)  COMP
 BX2231  MODELED GRAV-     979,402.4   (mgal)                       NAVD 88
 BX2231
 BX2231  VERT ORDER  -  FIRST     CLASS I
 BX2231
 BX2231.The horizontal coordinates were scaled from a topographic map and have
 BX2231.an estimated accuracy of +/- 6 seconds.
 BX2231
 BX2231.The orthometric height was determined by differential leveling
 BX2231.and adjusted by the National Geodetic Survey in February 1994..
 BX2231
 BX2231.The geoid height was determined by GEOID03.
 BX2231
 BX2231.The dynamic height is computed by dividing the NAVD 88
 BX2231.geopotential number by the normal gravity value computed on the
 BX2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2231.degrees latitude (g = 980.6199 gals.).
 BX2231
 BX2231.The modeled gravity was interpolated from observed gravity values.
 BX2231
 BX2231;                    North         East    Units  Estimated Accuracy
 BX2231;SPC LA N     -    78,880.    1,035,390.      MT  (+/- 180 meters Scaled)
 BX2231
 BX2231                          SUPERSEDED SURVEY CONTROL
 BX2231
 BX2231  NAVD 88 (06/15/91)   17.905  (m)           58.74   (f) UNKNOWN     1 1
 BX2231  NGVD 29 (??/??/??)   17.859  (m)           58.59   (f) ADJUSTED    1 1
 BX2231
 BX2231.Superseded values are not recommended for survey control.
 BX2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2231.See file dsdata.txt to determine how the superseded data were derived.
 BX2231
 BX2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ830532(NAD 83)
 BX2231_MARKER: DB = BENCH MARK DISK
 BX2231_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2231_SP_SET: COPPER-CLAD STEEL ROD
 BX2231_STAMPING: C 302 1977
 BX2231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2231
 BX2231  HISTORY     - Date     Condition        Report By
 BX2231  HISTORY     - 1977     MONUMENTED       NGS
 BX2231
 BX2231                          STATION DESCRIPTION
 BX2231
 BX2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2231'1.3 MI EAST FROM EFFIE.
 BX2231'1.3 MILES EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2231'STATE HIGHWAYS 107 AND 115 AT EFFIE, 73 FEET NORTHWEST OF THE
 BX2231'CENTER LINE OF THE LEVEE ROAD, 30 FEET SOUTHEAST OF THE CENTER
 BX2231'LINE OF THE HIGHWAY, 2 FEET SOUTH OF THE SOUTH END OF A GATE,
 BX2231'2 FEET SOUTHEAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2331 ***********************************************************************
 BX2331  DESIGNATION -  C 303
 BX2331  PID         -  BX2331
 BX2331  STATE/COUNTY-  LA/NATCHITOCHES
 BX2331  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2331
 BX2331                         *CURRENT SURVEY CONTROL
 BX2331  ___________________________________________________________________
 BX2331* NAD 83(1986)-  31 47 23.     (N)    093 03 06.     (W)     SCALED    
 BX2331* NAVD 88     -        36.200  (meters)     118.77   (feet)  ADJUSTED  
 BX2331  ___________________________________________________________________
 BX2331  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2331  DYNAMIC HT  -          36.157 (meters)     118.63  (feet)  COMP
 BX2331  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 BX2331
 BX2331  VERT ORDER  -  FIRST     CLASS I
 BX2331
 BX2331.The horizontal coordinates were scaled from a topographic map and have
 BX2331.an estimated accuracy of +/- 6 seconds.
 BX2331
 BX2331.The orthometric height was determined by differential leveling
 BX2331.and adjusted by the National Geodetic Survey in February 1994..
 BX2331
 BX2331.The geoid height was determined by GEOID03.
 BX2331
 BX2331.The dynamic height is computed by dividing the NAVD 88
 BX2331.geopotential number by the normal gravity value computed on the
 BX2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2331.degrees latitude (g = 980.6199 gals.).
 BX2331
 BX2331.The modeled gravity was interpolated from observed gravity values.
 BX2331
 BX2331;                    North         East    Units  Estimated Accuracy
 BX2331;SPC LA N     -   143,130.      947,760.      MT  (+/- 180 meters Scaled)
 BX2331
 BX2331                          SUPERSEDED SURVEY CONTROL
 BX2331
 BX2331  NAVD 88 (06/15/91)   36.199  (m)          118.76   (f) UNKNOWN     1 1
 BX2331  NGVD 29 (??/??/??)   36.240  (m)          118.90   (f) ADJUSTED    1 1
 BX2331
 BX2331.Superseded values are not recommended for survey control.
 BX2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2331.See file dsdata.txt to determine how the superseded data were derived.
 BX2331
 BX2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR951171(NAD 83)
 BX2331_MARKER: DB = BENCH MARK DISK
 BX2331_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2331_SP_SET: COPPER-CLAD STEEL ROD
 BX2331_STAMPING: C 303 1977
 BX2331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2331
 BX2331  HISTORY     - Date     Condition        Report By
 BX2331  HISTORY     - 1977     MONUMENTED       NGS
 BX2331  HISTORY     - 19950506 GOOD             USPSQD
 BX2331
 BX2331                          STATION DESCRIPTION
 BX2331
 BX2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2331'3.3 MI NE FROM NATCHITOCHES.
 BX2331'ABOUT 3.3 MILES NORTHEAST ALONG WILLIAMS AVENUE FROM THE JUNCTION
 BX2331'OF WILLIAMS AVENUE AND THE NORTH BRIDGE OVER RIVER LAKE AT
 BX2331'NATCHITOCHES, ALSO THIS MARK CAN BE REACHED BY ABOUT 2.6 MILES
 BX2331'NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE, THENCE 0.8 MILE
 BX2331'ON A ASPHALT ROAD TO LEVEE, THENCE 1.6 MILES ALONG TOP OF LEVEE
 BX2331'TO A ASPHALT ROAD, THENCE 0.1 MILE NORTHEAST TO THE BETHEL BAPTIST
 BX2331'CHURCH, 62 FEET SOUTHWEST OF THE SOUTH CORNER OF CHURCH, 47 FEET
 BX2331'NORTHWEST OF THE CENTER OF ROAD, 3 FEET NORTH OF A POWER POLE
 BX2331'WITH LIGHT AND TRANSFORMER.
 BX2331
 BX2331                          STATION RECOVERY (1995)
 BX2331
 BX2331'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2304 ***********************************************************************
 BX2304  DESIGNATION -  C 304
 BX2304  PID         -  BX2304
 BX2304  STATE/COUNTY-  LA/NATCHITOCHES
 BX2304  USGS QUAD   -  ALOHA (1992)
 BX2304
 BX2304                         *CURRENT SURVEY CONTROL
 BX2304  ___________________________________________________________________
 BX2304* NAD 83(1986)-  31 35 45.     (N)    092 49 29.     (W)     SCALED    
 BX2304* NAVD 88     -        29.526  (meters)      96.87   (feet)  ADJUSTED  
 BX2304  ___________________________________________________________________
 BX2304  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2304  DYNAMIC HT  -          29.490 (meters)      96.75  (feet)  COMP
 BX2304  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 BX2304
 BX2304  VERT ORDER  -  FIRST     CLASS I
 BX2304
 BX2304.The horizontal coordinates were scaled from a topographic map and have
 BX2304.an estimated accuracy of +/- 6 seconds.
 BX2304
 BX2304.The orthometric height was determined by differential leveling
 BX2304.and adjusted by the National Geodetic Survey in February 1994..
 BX2304
 BX2304.The geoid height was determined by GEOID03.
 BX2304
 BX2304.The dynamic height is computed by dividing the NAVD 88
 BX2304.geopotential number by the normal gravity value computed on the
 BX2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2304.degrees latitude (g = 980.6199 gals.).
 BX2304
 BX2304.The modeled gravity was interpolated from observed gravity values.
 BX2304
 BX2304;                    North         East    Units  Estimated Accuracy
 BX2304;SPC LA N     -   121,550.      969,180.      MT  (+/- 180 meters Scaled)
 BX2304
 BX2304                          SUPERSEDED SURVEY CONTROL
 BX2304
 BX2304  NAVD 88 (06/15/91)   29.525  (m)           96.87   (f) UNKNOWN     1 1
 BX2304  NGVD 29 (??/??/??)   29.543  (m)           96.93   (f) ADJUSTED    1 1
 BX2304
 BX2304.Superseded values are not recommended for survey control.
 BX2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2304.See file dsdata.txt to determine how the superseded data were derived.
 BX2304
 BX2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ166956(NAD 83)
 BX2304_MARKER: DB = BENCH MARK DISK
 BX2304_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2304+WITH SETTING: INTO GROUND
 BX2304_SP_SET: METAL ROD WITH BASE PLATE
 BX2304_STAMPING: C 304 1977
 BX2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2304+STABILITY: SURFACE MOTION
 BX2304
 BX2304  HISTORY     - Date     Condition        Report By
 BX2304  HISTORY     - 1977     MONUMENTED       NGS
 BX2304  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX2304
 BX2304                          STATION DESCRIPTION
 BX2304
 BX2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2304'8.9 MI NE FROM CLOUTIERVILLE.
 BX2304'7.85 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2304'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 1.05 MILES
 BX2304'SOUTHEAST ALONG THE LEVEE, 113 FEET EAST OF THE CENTERLINE OF A
 BX2304'ROAD LEADING SOUTH, 87 FEET SOUTH OF THE CENTER OF THE LEVEE, AND
 BX2304'5 FEET EAST OF A POWERLINE POLE.
 BX2304
 BX2304                          STATION RECOVERY (1981)
 BX2304
 BX2304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX2304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2338 ***********************************************************************
 BX2338  DESIGNATION -  C 305
 BX2338  PID         -  BX2338
 BX2338  STATE/COUNTY-  LA/NATCHITOCHES
 BX2338  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2338
 BX2338                         *CURRENT SURVEY CONTROL
 BX2338  ___________________________________________________________________
 BX2338* NAD 83(1986)-  31 49 45.     (N)    093 05 43.     (W)     SCALED    
 BX2338* NAVD 88     -        45.600  (meters)     149.61   (feet)  ADJUSTED  
 BX2338  ___________________________________________________________________
 BX2338  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2338  DYNAMIC HT  -          45.546 (meters)     149.43  (feet)  COMP
 BX2338  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 BX2338
 BX2338  VERT ORDER  -  FIRST     CLASS I
 BX2338
 BX2338.The horizontal coordinates were scaled from a topographic map and have
 BX2338.an estimated accuracy of +/- 6 seconds.
 BX2338
 BX2338.The orthometric height was determined by differential leveling
 BX2338.and adjusted by the National Geodetic Survey in February 1994..
 BX2338
 BX2338.The geoid height was determined by GEOID03.
 BX2338
 BX2338.The dynamic height is computed by dividing the NAVD 88
 BX2338.geopotential number by the normal gravity value computed on the
 BX2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2338.degrees latitude (g = 980.6199 gals.).
 BX2338
 BX2338.The modeled gravity was interpolated from observed gravity values.
 BX2338
 BX2338;                    North         East    Units  Estimated Accuracy
 BX2338;SPC LA N     -   147,530.      943,650.      MT  (+/- 180 meters Scaled)
 BX2338
 BX2338                          SUPERSEDED SURVEY CONTROL
 BX2338
 BX2338  NAVD 88 (06/15/91)   45.600  (m)          149.61   (f) UNKNOWN     1 1
 BX2338  NGVD 29 (??/??/??)   45.647  (m)          149.76   (f) ADJUSTED    1 1
 BX2338
 BX2338.Superseded values are not recommended for survey control.
 BX2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2338.See file dsdata.txt to determine how the superseded data were derived.
 BX2338
 BX2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR909215(NAD 83)
 BX2338_MARKER: DB = BENCH MARK DISK
 BX2338_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2338+WITH SETTING: INTO GROUND
 BX2338_SP_SET: METAL ROD WITH BASE PLATE
 BX2338_STAMPING: C 305 1977
 BX2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2338+STABILITY: SURFACE MOTION
 BX2338
 BX2338  HISTORY     - Date     Condition        Report By
 BX2338  HISTORY     - 1977     MONUMENTED       NGS
 BX2338
 BX2338                          STATION DESCRIPTION
 BX2338
 BX2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2338'5.8 MI NW FROM NATCHITOCHES.
 BX2338'ABOUT 4.1 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE
 BX2338'AT NATCHITOCHES, TO A PAVED ROAD LEADING NORTHWEST, THENCE 1.7
 BX2338'MILES NORTHWEST ON PAVED ROAD TO A CATTLE GUARD ON RIGHT AND
 BX2338'A DIRT ROAD LEADING SOUTHWEST, 92 FEET NORTHEAST OF THE
 BX2338'INTERSECTION OF MAIN ROAD AND ROAD LEADING SOUTHEAST, 12 FEET
 BX2338'SOUTHEAST OF THE CENTER OF CATTLE GUARD, AND 2 FEET SOUTHWEST
 BX2338'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2134 ***********************************************************************
 CQ2134  DESIGNATION -  C 306
 CQ2134  PID         -  CQ2134
 CQ2134  STATE/COUNTY-  LA/CADDO
 CQ2134  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2134
 CQ2134                         *CURRENT SURVEY CONTROL
 CQ2134  ___________________________________________________________________
 CQ2134* NAD 83(1986)-  32 35 09.     (N)    093 45 17.     (W)     SCALED    
 CQ2134* NAVD 88     -        53.702  (meters)     176.19   (feet)  ADJUSTED  
 CQ2134  ___________________________________________________________________
 CQ2134  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2134  DYNAMIC HT  -          53.641 (meters)     175.99  (feet)  COMP
 CQ2134  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 CQ2134
 CQ2134  VERT ORDER  -  FIRST     CLASS I
 CQ2134
 CQ2134.The horizontal coordinates were scaled from a topographic map and have
 CQ2134.an estimated accuracy of +/- 6 seconds.
 CQ2134
 CQ2134.The orthometric height was determined by differential leveling
 CQ2134.and adjusted by the National Geodetic Survey in June 1991..
 CQ2134
 CQ2134.The geoid height was determined by GEOID03.
 CQ2134
 CQ2134.The dynamic height is computed by dividing the NAVD 88
 CQ2134.geopotential number by the normal gravity value computed on the
 CQ2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2134.degrees latitude (g = 980.6199 gals.).
 CQ2134
 CQ2134.The modeled gravity was interpolated from observed gravity values.
 CQ2134
 CQ2134;                    North         East    Units  Estimated Accuracy
 CQ2134;SPC LA N     -   231,960.      882,200.      MT  (+/- 180 meters Scaled)
 CQ2134
 CQ2134                          SUPERSEDED SURVEY CONTROL
 CQ2134
 CQ2134  NGVD 29 (??/??/??)   53.758  (m)          176.37   (f) ADJUSTED    1 1
 CQ2134
 CQ2134.Superseded values are not recommended for survey control.
 CQ2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2134.See file dsdata.txt to determine how the superseded data were derived.
 CQ2134
 CQ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS291056(NAD 83)
 CQ2134_MARKER: DB = BENCH MARK DISK
 CQ2134_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2134_SP_SET: COPPER-CLAD STEEL ROD
 CQ2134_STAMPING: C 306 1977
 CQ2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2134
 CQ2134  HISTORY     - Date     Condition        Report By
 CQ2134  HISTORY     - 1977     MONUMENTED       NGS
 CQ2134  HISTORY     - 19991016 GOOD             USPSQD
 CQ2134
 CQ2134                          STATION DESCRIPTION
 CQ2134
 CQ2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2134'5.8 MI NW FROM SHREVEPORT.
 CQ2134'1.6 MILES NORTHWEST ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT
 CQ2134'TERMINAL BUILDING, THENCE 4.2 MILES NORTH ALONG LEVEE, 34 FEET
 CQ2134'SOUTH OF THE CENTER OF THE LEVEE, 32 FEET EAST OF THE CENTER OF A
 CQ2134'DIRT ROAD CROSSING LEVEE, 14 FEET NORTH OF THE CENTER OF A PAVED
 CQ2134'ROAD, 2 FEET NORTH OF A BARBED WIRE FENCE AND DRIVEN TO REFUSAL.
 CQ2134
 CQ2134                          STATION RECOVERY (1999)
 CQ2134
 CQ2134'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2165 ***********************************************************************
 CQ2165  DESIGNATION -  C 307
 CQ2165  PID         -  CQ2165
 CQ2165  STATE/COUNTY-  LA/CADDO
 CQ2165  USGS QUAD   -  GILLIAM (1971)
 CQ2165
 CQ2165                         *CURRENT SURVEY CONTROL
 CQ2165  ___________________________________________________________________
 CQ2165* NAD 83(1986)-  32 48 32.     (N)    093 48 25.     (W)     SCALED    
 CQ2165* NAVD 88     -        60.684  (meters)     199.09   (feet)  ADJUSTED  
 CQ2165  ___________________________________________________________________
 CQ2165  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CQ2165  DYNAMIC HT  -          60.616 (meters)     198.87  (feet)  COMP
 CQ2165  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 CQ2165
 CQ2165  VERT ORDER  -  FIRST     CLASS I
 CQ2165
 CQ2165.The horizontal coordinates were scaled from a topographic map and have
 CQ2165.an estimated accuracy of +/- 6 seconds.
 CQ2165
 CQ2165.The orthometric height was determined by differential leveling
 CQ2165.and adjusted by the National Geodetic Survey in June 1991..
 CQ2165
 CQ2165.The geoid height was determined by GEOID03.
 CQ2165
 CQ2165.The dynamic height is computed by dividing the NAVD 88
 CQ2165.geopotential number by the normal gravity value computed on the
 CQ2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2165.degrees latitude (g = 980.6199 gals.).
 CQ2165
 CQ2165.The modeled gravity was interpolated from observed gravity values.
 CQ2165
 CQ2165;                    North         East    Units  Estimated Accuracy
 CQ2165;SPC LA N     -   256,750.      877,600.      MT  (+/- 180 meters Scaled)
 CQ2165
 CQ2165                          SUPERSEDED SURVEY CONTROL
 CQ2165
 CQ2165  NGVD 29 (??/??/??)   60.739  (m)          199.27   (f) ADJUSTED    1 1
 CQ2165
 CQ2165.Superseded values are not recommended for survey control.
 CQ2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2165.See file dsdata.txt to determine how the superseded data were derived.
 CQ2165
 CQ2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS244303(NAD 83)
 CQ2165_MARKER: DB = BENCH MARK DISK
 CQ2165_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2165+WITH SETTING: INTO GROUND
 CQ2165_SP_SET: METAL ROD WITH BASE PLATE
 CQ2165_STAMPING: C 307 1977
 CQ2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2165+STABILITY: SURFACE MOTION
 CQ2165
 CQ2165  HISTORY     - Date     Condition        Report By
 CQ2165  HISTORY     - 1977     MONUMENTED       NGS
 CQ2165
 CQ2165                          STATION DESCRIPTION
 CQ2165
 CQ2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2165'4.7 MI SE FROM GILLIAM.
 CQ2165'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE TEXAS PACIFIC
 CQ2165'RAILROAD CROSSING AT GILLIAM, THENCE 3.1 MILES EAST ALONG SARTOR
 CQ2165'ROAD, THENCE 1.5 MILE SOUTHWEST ALONG THE LEVEE, 21 FEET SOUTHWEST
 CQ2165'OF THE CENTER OF A DIRT ROAD CROSSING THE LEVEE, 23 FEET NORTHWEST
 CQ2165'OF THE CENTER OF THE LEVEE, 17 FEET SOUTHEAST OF THE CENTER OF A
 CQ2165'PAVED ROAD, 2 FEET SOUTH OF A BARBED WIRE FENCE CROSSING THE LEVEE
 CQ2165'AND 2 FEET SOUTHEAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3413 ***********************************************************************
 CQ3413  DESIGNATION -  C 3206
 CQ3413  PID         -  CQ3413
 CQ3413  STATE/COUNTY-  LA/MOREHOUSE
 CQ3413  USGS QUAD   -  STERLINGTON (1994)
 CQ3413
 CQ3413                         *CURRENT SURVEY CONTROL
 CQ3413  ___________________________________________________________________
 CQ3413* NAD 83(1986)-  32 43 27.     (N)    092 00 05.     (W)     SCALED    
 CQ3413* NAVD 88     -        25.145  (meters)      82.50   (feet)  ADJUSTED  
 CQ3413  ___________________________________________________________________
 CQ3413  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3413  DYNAMIC HT  -          25.117 (meters)      82.40  (feet)  COMP
 CQ3413  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 CQ3413
 CQ3413  VERT ORDER  -  SECOND    CLASS I
 CQ3413
 CQ3413.The horizontal coordinates were scaled from a topographic map and have
 CQ3413.an estimated accuracy of +/- 6 seconds.
 CQ3413
 CQ3413.The orthometric height was determined by differential leveling
 CQ3413.and adjusted by the National Geodetic Survey in June 1991..
 CQ3413
 CQ3413.The geoid height was determined by GEOID03.
 CQ3413
 CQ3413.The dynamic height is computed by dividing the NAVD 88
 CQ3413.geopotential number by the normal gravity value computed on the
 CQ3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3413.degrees latitude (g = 980.6199 gals.).
 CQ3413
 CQ3413.The modeled gravity was interpolated from observed gravity values.
 CQ3413
 CQ3413;                    North         East    Units  Estimated Accuracy
 CQ3413;SPC LA N     -   246,720.    1,046,740.      MT  (+/- 180 meters Scaled)
 CQ3413
 CQ3413                          SUPERSEDED SURVEY CONTROL
 CQ3413
 CQ3413.No superseded survey control is available for this station.
 CQ3413
 CQ3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS935211(NAD 83)
 CQ3413_MARKER: DD = SURVEY DISK
 CQ3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3413_SP_SET: CONCRETE POST
 CQ3413_STAMPING: C 3206
 CQ3413_MARK LOGO: LAGS  
 CQ3413_PROJECTION: FLUSH
 CQ3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3413+STABILITY: SURFACE MOTION
 CQ3413
 CQ3413  HISTORY     - Date     Condition        Report By
 CQ3413  HISTORY     - UNK      MONUMENTED       LAGS
 CQ3413  HISTORY     - 1986     GOOD             LADTD
 CQ3413
 CQ3413                          STATION DESCRIPTION
 CQ3413
 CQ3413'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3413'12.8 KM (7 MI) SOUTH FROM BASTROP.
 CQ3413'12.8 KM (7 MI) SOUTH ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CQ3413'BASTROP TO THE MARK WEST OF THE HIGHWAY AND NORTH OF A PARISH GRAVEL
 CQ3413'ROAD, 25.9 METERS (85 FEET) NORTH OF THE CENTER OF AN EAST-WEST
 CQ3413'PARISH GRAVEL ROAD NUMBER 1107, 15.2 METERS (49 FEET) WEST OF THE
 CQ3413'CENTER OF THE HIGHWAY AND 1.8 METERS (6 FEET) EAST OF A BROKED USBM
 CQ3413'CONCRETE MARKER FLUSH WITH THE GROUND.
 CQ3413'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CQ3413'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3284 ***********************************************************************
 CP3284  DESIGNATION -  C 3207
 CP3284  PID         -  CP3284
 CP3284  STATE/COUNTY-  LA/MOREHOUSE
 CP3284  USGS QUAD   -  COLLINSTON WEST (1994)
 CP3284
 CP3284                         *CURRENT SURVEY CONTROL
 CP3284  ___________________________________________________________________
 CP3284* NAD 83(1986)-  32 43 45.     (N)    091 59 55.     (W)     SCALED    
 CP3284* NAVD 88     -        26.126  (meters)      85.72   (feet)  ADJUSTED  
 CP3284  ___________________________________________________________________
 CP3284  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3284  DYNAMIC HT  -          26.097 (meters)      85.62  (feet)  COMP
 CP3284  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 CP3284
 CP3284  VERT ORDER  -  SECOND    CLASS I
 CP3284
 CP3284.The horizontal coordinates were scaled from a topographic map and have
 CP3284.an estimated accuracy of +/- 6 seconds.
 CP3284
 CP3284.The orthometric height was determined by differential leveling
 CP3284.and adjusted by the National Geodetic Survey in June 1991..
 CP3284
 CP3284.The geoid height was determined by GEOID03.
 CP3284
 CP3284.The dynamic height is computed by dividing the NAVD 88
 CP3284.geopotential number by the normal gravity value computed on the
 CP3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3284.degrees latitude (g = 980.6199 gals.).
 CP3284
 CP3284.The modeled gravity was interpolated from observed gravity values.
 CP3284
 CP3284;                    North         East    Units  Estimated Accuracy
 CP3284;SPC LA N     -   247,280.    1,047,000.      MT  (+/- 180 meters Scaled)
 CP3284
 CP3284                          SUPERSEDED SURVEY CONTROL
 CP3284
 CP3284.No superseded survey control is available for this station.
 CP3284
 CP3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS938217(NAD 83)
 CP3284_MARKER: DD = SURVEY DISK
 CP3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3284_SP_SET: CONCRETE POST
 CP3284_STAMPING: C 3207
 CP3284_MARK LOGO: LAGS  
 CP3284_PROJECTION: FLUSH
 CP3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3284+STABILITY: SURFACE MOTION
 CP3284
 CP3284  HISTORY     - Date     Condition        Report By
 CP3284  HISTORY     - UNK      MONUMENTED       LAGS
 CP3284  HISTORY     - 1986     GOOD             LADTD
 CP3284
 CP3284                          STATION DESCRIPTION
 CP3284
 CP3284'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3284'10.7 KM (6.6 MI) SOUTH FROM BASTROP.
 CP3284'10.7 KM (6.6 MI) SOUTH ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CP3284'BASTROP TO THE MARK WEST OF THE HIGHWAY SET SOUTH OF 3 TELEPHONE
 CP3284'REPAIR BOXES, 12.5 METERS (41 FEET) WEST OF THE CENTER OF THE HIGHWAY
 CP3284'AND 4 METERS (13 FEET) SOUTH OF THE GARGEST OF 3 TELEPHONE REPAIR
 CP3284'BOXES.
 CP3284'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 CP3284'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3276 ***********************************************************************
 CP3276  DESIGNATION -  C 3253 RESET
 CP3276  PID         -  CP3276
 CP3276  STATE/COUNTY-  LA/MOREHOUSE
 CP3276  USGS QUAD   -  BASTROP (1994)
 CP3276
 CP3276                         *CURRENT SURVEY CONTROL
 CP3276  ___________________________________________________________________
 CP3276* NAD 83(1986)-  32 46 41.     (N)    091 54 51.     (W)     SCALED    
 CP3276* NAVD 88     -        44.116  (meters)     144.74   (feet)  ADJUSTED  
 CP3276  ___________________________________________________________________
 CP3276  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3276  DYNAMIC HT  -          44.068 (meters)     144.58  (feet)  COMP
 CP3276  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 CP3276
 CP3276  VERT ORDER  -  SECOND    CLASS I
 CP3276
 CP3276.The horizontal coordinates were scaled from a topographic map and have
 CP3276.an estimated accuracy of +/- 6 seconds.
 CP3276
 CP3276.The orthometric height was determined by differential leveling
 CP3276.and adjusted by the National Geodetic Survey in June 1991..
 CP3276
 CP3276.The geoid height was determined by GEOID03.
 CP3276
 CP3276.The dynamic height is computed by dividing the NAVD 88
 CP3276.geopotential number by the normal gravity value computed on the
 CP3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3276.degrees latitude (g = 980.6199 gals.).
 CP3276
 CP3276.The modeled gravity was interpolated from observed gravity values.
 CP3276
 CP3276;                    North         East    Units  Estimated Accuracy
 CP3276;SPC LA N     -   252,740.    1,054,890.      MT  (+/- 180 meters Scaled)
 CP3276
 CP3276                          SUPERSEDED SURVEY CONTROL
 CP3276
 CP3276.No superseded survey control is available for this station.
 CP3276
 CP3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS016272(NAD 83)
 CP3276_MARKER: DE = TRAVERSE STATION DISK
 CP3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3276_SP_SET: CONCRETE POST
 CP3276_STAMPING: C 3253 RESET 1968
 CP3276_MARK LOGO: LAGS  
 CP3276_PROJECTION: RECESSED 15 CENTIMETERS
 CP3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3276+STABILITY: SURFACE MOTION
 CP3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3276+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP3276
 CP3276  HISTORY     - Date     Condition        Report By
 CP3276  HISTORY     - 1968     MONUMENTED       LAGS
 CP3276  HISTORY     - 1986     GOOD             LADTD
 CP3276  HISTORY     - 20050804 GOOD             GEOCAC
 CP3276
 CP3276                          STATION DESCRIPTION
 CP3276
 CP3276'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3276'IN BASTROP.
 CP3276'THE MARK IS SET AT THE JUNCTION OF MADISON AVENUE (US HIGHWAY 165)
 CP3276'AND WASHINGTON STREET (STATE HIGHWAY 139) AT THE NORTHWEST CORNER OF
 CP3276'THE COURTHOUSE SQUARE, 9.8 METERS (32.0 FEET) EAST FROM THE CENTER OF
 CP3276'WASHINGTON STREET, 12.4 METERS (40.8 FEET) SOUTH OF THE CENTER OF
 CP3276'MADISON STREET, 3.8 METERS (12.5 FEET) SOUTHWEST OF A FIRE HYDRANT
 CP3276'AND 1.2 METERS (4 FEET) EAST OF THE WASHINGTON STREET CURB.
 CP3276'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CP3276'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 CP3276
 CP3276                          STATION RECOVERY (2005)
 CP3276
 CP3276'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3276'HANDHELD COORDINATES N32-46-41.16 W091-54-51.48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2407 ***********************************************************************
 CQ2407  DESIGNATION -  C 329
 CQ2407  PID         -  CQ2407
 CQ2407  STATE/COUNTY-  LA/WEBSTER
 CQ2407  USGS QUAD   -  ADA (1986)
 CQ2407
 CQ2407                         *CURRENT SURVEY CONTROL
 CQ2407  ___________________________________________________________________
 CQ2407* NAD 83(1986)-  32 30 49.     (N)    093 13 59.     (W)     SCALED    
 CQ2407* NAVD 88     -        77.35   (+/-2cm)     253.8    (feet)  VERTCON   
 CQ2407  ___________________________________________________________________
 CQ2407  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2407
 CQ2407  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2407
 CQ2407.The horizontal coordinates were scaled from a topographic map and have
 CQ2407.an estimated accuracy of +/- 6 seconds.
 CQ2407
 CQ2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2407.The vertical order pertains to the NGVD 29 superseded value.
 CQ2407
 CQ2407.The geoid height was determined by GEOID03.
 CQ2407
 CQ2407;                    North         East    Units  Estimated Accuracy
 CQ2407;SPC LA N     -   223,500.      931,120.      MT  (+/- 180 meters Scaled)
 CQ2407
 CQ2407                          SUPERSEDED SURVEY CONTROL
 CQ2407
 CQ2407  NGVD 29 (??/??/??)   77.419  (m)          254.00   (f) ADJUSTED    1 1
 CQ2407
 CQ2407.Superseded values are not recommended for survey control.
 CQ2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2407.See file dsdata.txt to determine how the superseded data were derived.
 CQ2407
 CQ2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR781973(NAD 83)
 CQ2407_MARKER: DB = BENCH MARK DISK
 CQ2407_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2407+WITH SETTING: INTO GROUND
 CQ2407_STAMPING: C 329 1977
 CQ2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2407+STABILITY: SURFACE MOTION
 CQ2407
 CQ2407  HISTORY     - Date     Condition        Report By
 CQ2407  HISTORY     - 1977     MONUMENTED       NGS
 CQ2407  HISTORY     - 20000205 GOOD             USPSQD
 CQ2407
 CQ2407                          STATION DESCRIPTION
 CQ2407
 CQ2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2407'1.8 MI SOUTH FROM DUBBERLY.
 CQ2407'1.8 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT
 CQ2407'DUBBERLY, 99 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 CQ2407', 32 FEET NORTHWEST OF THE MOST WESTERLY POST SUPPORTING THE
 CQ2407'FELLOWSHIP TABERNACLE, 31 FEET SOUTHWEST OF THE CENTER LINE OF A
 CQ2407'GRAVEL DRIVE LEADING SOUTHEAST TO THE FELLOWSHIP CEMETARY, 15 FEET
 CQ2407'EAST OF THE CENTER LINE OF A GRAVEL DRIVE, 10 FEET NORTHWEST OF A
 CQ2407'GUY WIRE, AND 7 FEET SOUTHEAST OF A BRACE POLE FOR A POWERLINE
 CQ2407'WITH TWO GUY WIRES.
 CQ2407
 CQ2407                          STATION RECOVERY (2000)
 CQ2407
 CQ2407'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3275 ***********************************************************************
 CP3275  DESIGNATION -  C 3291 RESET
 CP3275  PID         -  CP3275
 CP3275  STATE/COUNTY-  LA/MOREHOUSE
 CP3275  USGS QUAD   -  BASTROP (1994)
 CP3275
 CP3275                         *CURRENT SURVEY CONTROL
 CP3275  ___________________________________________________________________
 CP3275* NAD 83(1986)-  32 47 10.     (N)    091 54 49.     (W)     SCALED    
 CP3275* NAVD 88     -        42.738  (meters)     140.22   (feet)  ADJUSTED  
 CP3275  ___________________________________________________________________
 CP3275  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3275  DYNAMIC HT  -          42.691 (meters)     140.06  (feet)  COMP
 CP3275  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 CP3275
 CP3275  VERT ORDER  -  SECOND    CLASS I
 CP3275
 CP3275.The horizontal coordinates were scaled from a topographic map and have
 CP3275.an estimated accuracy of +/- 6 seconds.
 CP3275
 CP3275.The orthometric height was determined by differential leveling
 CP3275.and adjusted by the National Geodetic Survey in June 1991..
 CP3275
 CP3275.The geoid height was determined by GEOID03.
 CP3275
 CP3275.The dynamic height is computed by dividing the NAVD 88
 CP3275.geopotential number by the normal gravity value computed on the
 CP3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3275.degrees latitude (g = 980.6199 gals.).
 CP3275
 CP3275.The modeled gravity was interpolated from observed gravity values.
 CP3275
 CP3275;                    North         East    Units  Estimated Accuracy
 CP3275;SPC LA N     -   253,630.    1,054,930.      MT  (+/- 180 meters Scaled)
 CP3275
 CP3275                          SUPERSEDED SURVEY CONTROL
 CP3275
 CP3275.No superseded survey control is available for this station.
 CP3275
 CP3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS017280(NAD 83)
 CP3275_MARKER: DE = TRAVERSE STATION DISK
 CP3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3275_SP_SET: CONCRETE POST
 CP3275_STAMPING: C 3291 RESET 1969
 CP3275_MARK LOGO: LAGS  
 CP3275_PROJECTION: RECESSED 8 CENTIMETERS
 CP3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3275+STABILITY: SURFACE MOTION
 CP3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3275+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP3275
 CP3275  HISTORY     - Date     Condition        Report By
 CP3275  HISTORY     - UNK      MONUMENTED       LAGS
 CP3275  HISTORY     - 1986     GOOD             LADTD
 CP3275  HISTORY     - 20050804 GOOD             GEOCAC
 CP3275
 CP3275                          STATION DESCRIPTION
 CP3275
 CP3275'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3275'0.9 KM (0.6 MI) NORTH FROM BASTROP.
 CP3275'0.9 KM (0.56 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 CP3275'BASTROP TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY, 46.3
 CP3275'METERS (152 FEET) NORTH ON THE CENTER OF FOREST STREET, 44.2 METERS
 CP3275'(145 FEET) SOUTH OF THE CENTER OF HAYNE STREET, 14.5 METERS (47.7
 CP3275'FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK PORTION
 CP3275'OF A SHELL SERVICE STATION, 9.4 METERS (30.7 FEET) WEST OF THE CENTER
 CP3275'OF THE HIGHWAY, AND 0.5 METERS (1.5 FEET) EAST FROM POWER POLE NUMBER
 CP3275'18027.
 CP3275'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 CP3275'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP3275
 CP3275                          STATION RECOVERY (2005)
 CP3275
 CP3275'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3275'THE SHELL SERVICE STATION AT 901 NORTH WASHINGTON IS NOW ABANDONED.
 CP3275'HANDHELD COORDINATES ARE N32-47-09.78 W091-54-49.38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3274 ***********************************************************************
 CP3274  DESIGNATION -  C 3292 RESET
 CP3274  PID         -  CP3274
 CP3274  STATE/COUNTY-  LA/MOREHOUSE
 CP3274  USGS QUAD   -  BASTROP (1994)
 CP3274
 CP3274                         *CURRENT SURVEY CONTROL
 CP3274  ___________________________________________________________________
 CP3274* NAD 83(1986)-  32 47 29.     (N)    091 54 40.     (W)     SCALED    
 CP3274* NAVD 88     -        36.253  (meters)     118.94   (feet)  ADJUSTED  
 CP3274  ___________________________________________________________________
 CP3274  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3274  DYNAMIC HT  -          36.214 (meters)     118.81  (feet)  COMP
 CP3274  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 CP3274
 CP3274  VERT ORDER  -  SECOND    CLASS I
 CP3274
 CP3274.The horizontal coordinates were scaled from a topographic map and have
 CP3274.an estimated accuracy of +/- 6 seconds.
 CP3274
 CP3274.The orthometric height was determined by differential leveling
 CP3274.and adjusted by the National Geodetic Survey in June 1991..
 CP3274
 CP3274.The geoid height was determined by GEOID03.
 CP3274
 CP3274.The dynamic height is computed by dividing the NAVD 88
 CP3274.geopotential number by the normal gravity value computed on the
 CP3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3274.degrees latitude (g = 980.6199 gals.).
 CP3274
 CP3274.The modeled gravity was interpolated from observed gravity values.
 CP3274
 CP3274;                    North         East    Units  Estimated Accuracy
 CP3274;SPC LA N     -   254,220.    1,055,160.      MT  (+/- 180 meters Scaled)
 CP3274
 CP3274                          SUPERSEDED SURVEY CONTROL
 CP3274
 CP3274.No superseded survey control is available for this station.
 CP3274
 CP3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS019286(NAD 83)
 CP3274_MARKER: DE = TRAVERSE STATION DISK
 CP3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3274_SP_SET: CONCRETE POST
 CP3274_STAMPING: C 3292 RESET 1965
 CP3274_MARK LOGO: LAGS  
 CP3274_PROJECTION: RECESSED 5 CENTIMETERS
 CP3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3274+STABILITY: SURFACE MOTION
 CP3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3274+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP3274
 CP3274  HISTORY     - Date     Condition        Report By
 CP3274  HISTORY     - UNK      MONUMENTED       LAGS
 CP3274  HISTORY     - 1986     GOOD             LADTD
 CP3274  HISTORY     - 20050804 GOOD             GEOCAC
 CP3274
 CP3274                          STATION DESCRIPTION
 CP3274
 CP3274'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3274'1.53 KM (0.95 MI) NORTH FROM BASTROP.
 CP3274'1.53 KM (0.95 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 CP3274'BASTROP TO THE BENCH MARK ON THE EAST SIDE OF THE HIGHWAY, 18.3
 CP3274'METERS (60 FEET) SOUTHWEST OF THE CENTER OF THE MISSOURI PACIFIC
 CP3274'RAILROAD AND A CONCRETE DRIVEWAY TO THE STAUFFER CHEMICAL COMPANY,
 CP3274'50.6 METERS (166 FEET) WEST OF THE NORTHWEST CORNER OF THE STAUFFER
 CP3274'CHEMICAL OFFICE BUILDING, 14.9 METERS (49 FEET) EAST OF THE CENTER OF
 CP3274'THE HIGHWAY, 11.3 METERS (37 FEET) WEST OF THE CENTER OF THE MAIN
 CP3274'LINE OF THE RAILROAD, AND 4.1 METERS (13.5 FEET) NORTH FROM A
 CP3274'TELEPHONE JUNCTION BOX NUMBER F 502.
 CP3274'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP3274'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
 CP3274
 CP3274                          STATION RECOVERY (2005)
 CP3274
 CP3274'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3274'THE CONCRETE DRIVEWAY NOW LEADS TO GEO SPECIALTY CHEMICALS.  HANDHELD
 CP3274'COORDINATES ARE N32-47-28.74 W091-54-40.74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3273 ***********************************************************************
 CP3273  DESIGNATION -  C 3293
 CP3273  PID         -  CP3273
 CP3273  STATE/COUNTY-  LA/MOREHOUSE
 CP3273  USGS QUAD   -  BASTROP (1994)
 CP3273
 CP3273                         *CURRENT SURVEY CONTROL
 CP3273  ___________________________________________________________________
 CP3273* NAD 83(1986)-  32 47 42.     (N)    091 54 34.     (W)     SCALED    
 CP3273* NAVD 88     -        37.078  (meters)     121.65   (feet)  ADJUSTED  
 CP3273  ___________________________________________________________________
 CP3273  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3273  DYNAMIC HT  -          37.038 (meters)     121.52  (feet)  COMP
 CP3273  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 CP3273
 CP3273  VERT ORDER  -  SECOND    CLASS I
 CP3273
 CP3273.The horizontal coordinates were scaled from a topographic map and have
 CP3273.an estimated accuracy of +/- 6 seconds.
 CP3273
 CP3273.The orthometric height was determined by differential leveling
 CP3273.and adjusted by the National Geodetic Survey in June 1991..
 CP3273
 CP3273.The geoid height was determined by GEOID03.
 CP3273
 CP3273.The dynamic height is computed by dividing the NAVD 88
 CP3273.geopotential number by the normal gravity value computed on the
 CP3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3273.degrees latitude (g = 980.6199 gals.).
 CP3273
 CP3273.The modeled gravity was interpolated from observed gravity values.
 CP3273
 CP3273;                    North         East    Units  Estimated Accuracy
 CP3273;SPC LA N     -   254,620.    1,055,320.      MT  (+/- 180 meters Scaled)
 CP3273
 CP3273                          SUPERSEDED SURVEY CONTROL
 CP3273
 CP3273.No superseded survey control is available for this station.
 CP3273
 CP3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS021290(NAD 83)
 CP3273_MARKER: DE = TRAVERSE STATION DISK
 CP3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3273_SP_SET: CONCRETE POST
 CP3273_STAMPING: C 3293
 CP3273_MARK LOGO: LAGS  
 CP3273_PROJECTION: RECESSED 2 CENTIMETERS
 CP3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3273+STABILITY: SURFACE MOTION
 CP3273
 CP3273  HISTORY     - Date     Condition        Report By
 CP3273  HISTORY     - UNK      MONUMENTED       LAGS
 CP3273  HISTORY     - 1986     GOOD             LADTD
 CP3273
 CP3273                          STATION DESCRIPTION
 CP3273
 CP3273'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3273'2.1 KM (1.3 MI) NORTH FROM BASTROP.
 CP3273'2.1 KM (1.3 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 CP3273'BASTROP TO THE MARK ON THE WEST SIDE OF THE HIGHWAY, 14.6 METERS (48
 CP3273'FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.2 METERS (4
 CP3273'FEET) EAST-SOUTHEAST OF THE WALL OF THE OLD BASTROP FOUNDRY, 16.4
 CP3273'METERS (86.5 FEET) SOUTHWEST OF THE SOUTH RAIL OF A RAILROAD, 3.4
 CP3273'METERS (11.0 FEET) WEST FROM THE SOUTH END OF A CONCRETE SIDE DRAIN,
 CP3273'1.1 METERS (3.5 FEET) EAST FROM A CONCRETE WITNESS POST, AND 0.3
 CP3273'METER (1.0 FEET) SOUTHWEST FROM A POWER POLE WITH TWO TRANSFORMERS
 CP3273'AND A SECURITY LIGHT ATTACHED.
 CP3273'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP3273'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3272 ***********************************************************************
 CP3272  DESIGNATION -  C 3296
 CP3272  PID         -  CP3272
 CP3272  STATE/COUNTY-  LA/MOREHOUSE
 CP3272  USGS QUAD   -  BASTROP (1994)
 CP3272
 CP3272                         *CURRENT SURVEY CONTROL
 CP3272  ___________________________________________________________________
 CP3272* NAD 83(1986)-  32 48 23.     (N)    091 53 59.     (W)     SCALED    
 CP3272* NAVD 88     -        37.628  (meters)     123.45   (feet)  ADJUSTED  
 CP3272  ___________________________________________________________________
 CP3272  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3272  DYNAMIC HT  -          37.587 (meters)     123.32  (feet)  COMP
 CP3272  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 CP3272
 CP3272  VERT ORDER  -  SECOND    CLASS I
 CP3272
 CP3272.The horizontal coordinates were scaled from a topographic map and have
 CP3272.an estimated accuracy of +/- 6 seconds.
 CP3272
 CP3272.The orthometric height was determined by differential leveling
 CP3272.and adjusted by the National Geodetic Survey in June 1991..
 CP3272
 CP3272.The geoid height was determined by GEOID03.
 CP3272
 CP3272.The dynamic height is computed by dividing the NAVD 88
 CP3272.geopotential number by the normal gravity value computed on the
 CP3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3272.degrees latitude (g = 980.6199 gals.).
 CP3272
 CP3272.The modeled gravity was interpolated from observed gravity values.
 CP3272
 CP3272;                    North         East    Units  Estimated Accuracy
 CP3272;SPC LA N     -   255,890.    1,056,220.      MT  (+/- 180 meters Scaled)
 CP3272
 CP3272                          SUPERSEDED SURVEY CONTROL
 CP3272
 CP3272.No superseded survey control is available for this station.
 CP3272
 CP3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS030303(NAD 83)
 CP3272_MARKER: DE = TRAVERSE STATION DISK
 CP3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3272_SP_SET: CONCRETE POST
 CP3272_STAMPING: C 3296
 CP3272_MARK LOGO: LAGS  
 CP3272_PROJECTION: PROJECTING 2 CENTIMETERS
 CP3272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3272+STABILITY: SURFACE MOTION
 CP3272
 CP3272  HISTORY     - Date     Condition        Report By
 CP3272  HISTORY     - UNK      MONUMENTED       LAGS
 CP3272  HISTORY     - 1986     GOOD             LADTD
 CP3272
 CP3272                          STATION DESCRIPTION
 CP3272
 CP3272'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3272'3.5 KM (2.2 MI) NORTH FROM BASTROP.
 CP3272'3.5 KM (2.2 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 CP3272'BASTROP TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY, 19.5
 CP3272'METERS (64 FEET) NORTHEAST OF A 30-INCH PINE ON THE SOUTHWEST SIDE OF
 CP3272'A DRIVEWAY LEADING TO A HOUSE, 16.8 METERS (55.0 FEET) EAST FROM THE
 CP3272'NORTHEAST CORNER OF A CARPORT ATTACHED TO A WOOD FRAME HOUSE, 11.9
 CP3272'METERS (39.0 FEET) SOUTH-SOUTHEAST FROM A 30 INCH WATER OAK TREE, 9.8
 CP3272'METERS (32 FEET) NORTHWEST OF THE CENTER OF THE HIGHWAY, 6.6 METERS
 CP3272'(21.5 FEET) EAST-NORTHEAST FROM POWER POLE NUMBER 17, AND 1.2 METERS
 CP3272'(4 FEET) SOUTHEAST FROM A CONCRETE WITNESS POST.
 CP3272'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 CP3272'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2430 ***********************************************************************
 CQ2430  DESIGNATION -  C 330
 CQ2430  PID         -  CQ2430
 CQ2430  STATE/COUNTY-  LA/BIENVILLE
 CQ2430  USGS QUAD   -  FRYEBURG (1986)
 CQ2430
 CQ2430                         *CURRENT SURVEY CONTROL
 CQ2430  ___________________________________________________________________
 CQ2430* NAD 83(1986)-  32 26 20.     (N)    093 13 00.     (W)     SCALED    
 CQ2430* NAVD 88     -       100.47   (+/-2cm)     329.6    (feet)  VERTCON   
 CQ2430  ___________________________________________________________________
 CQ2430  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2430
 CQ2430  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2430
 CQ2430.The horizontal coordinates were scaled from a topographic map and have
 CQ2430.an estimated accuracy of +/- 6 seconds.
 CQ2430
 CQ2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2430.The vertical order pertains to the NGVD 29 superseded value.
 CQ2430
 CQ2430.The geoid height was determined by GEOID03.
 CQ2430
 CQ2430;                    North         East    Units  Estimated Accuracy
 CQ2430;SPC LA N     -   215,200.      932,610.      MT  (+/- 180 meters Scaled)
 CQ2430
 CQ2430                          SUPERSEDED SURVEY CONTROL
 CQ2430
 CQ2430  NGVD 29 (??/??/??)  100.532  (m)          329.83   (f) ADJUSTED    1 1
 CQ2430
 CQ2430.Superseded values are not recommended for survey control.
 CQ2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2430.See file dsdata.txt to determine how the superseded data were derived.
 CQ2430
 CQ2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR796891(NAD 83)
 CQ2430_MARKER: DB = BENCH MARK DISK
 CQ2430_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2430+WITH SETTING: INTO GROUND
 CQ2430_SP_SET: 4 FT 5/8 IN ROD
 CQ2430_STAMPING: C 330 1977
 CQ2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2430+STABILITY: SURFACE MOTION
 CQ2430
 CQ2430  HISTORY     - Date     Condition        Report By
 CQ2430  HISTORY     - 1977     MONUMENTED       NGS
 CQ2430
 CQ2430                          STATION DESCRIPTION
 CQ2430
 CQ2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2430'3.3 MI NE FROM FRYEBURG.
 CQ2430'1.8 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2430'ERLY, 109 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH PARISH RD
 CQ2430'171, 80 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTHEAST
 CQ2430'OF A JUNCTION POWERLINE POLE WITH A GUY WIRE, 64 FT SOUTH OF THE
 CQ2430'CENTER LINE OF THE ROAD, SOUTH OF AND ACROSS THE ROAD FR THE CENTRAL
 CQ2430'JUNIOR HIGH SCHOOL, DRIVEN TO GRADUAL REFUSAL AT 50 FEET.
 CQ2430'THE BENCH MARK IS ALSO 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 531
 CQ2430'FROM THE POSTOFFICE AT HEFLIN.
 CQ2430'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 50 FT ENCASED
 CQ2430'IN A PIPE PROJECTING +1 INCHES.
 CQ2430'2 FEET ABOVE ROAD
 CQ2430'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3169 ***********************************************************************
 BX3169  DESIGNATION -  C 3315
 BX3169  PID         -  BX3169
 BX3169  STATE/COUNTY-  LA/VERNON
 BX3169  USGS QUAD   -  LEESVILLE (1994)
 BX3169
 BX3169                         *CURRENT SURVEY CONTROL
 BX3169  ___________________________________________________________________
 BX3169* NAD 83(1986)-  31 13 48.     (N)    093 20 08.     (W)     SCALED    
 BX3169* NAVD 88     -        81.782  (meters)     268.31   (feet)  ADJUSTED  
 BX3169  ___________________________________________________________________
 BX3169  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX3169  DYNAMIC HT  -          81.680 (meters)     267.98  (feet)  COMP
 BX3169  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 BX3169
 BX3169  VERT ORDER  -  SECOND    CLASS I
 BX3169
 BX3169.The horizontal coordinates were scaled from a topographic map and have
 BX3169.an estimated accuracy of +/- 6 seconds.
 BX3169
 BX3169.The orthometric height was determined by differential leveling
 BX3169.and adjusted by the National Geodetic Survey in February 1994..
 BX3169
 BX3169.The geoid height was determined by GEOID03.
 BX3169
 BX3169.The dynamic height is computed by dividing the NAVD 88
 BX3169.geopotential number by the normal gravity value computed on the
 BX3169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3169.degrees latitude (g = 980.6199 gals.).
 BX3169
 BX3169.The modeled gravity was interpolated from observed gravity values.
 BX3169
 BX3169;                    North         East    Units  Estimated Accuracy
 BX3169;SPC LA N     -    81,250.      920,400.      MT  (+/- 180 meters Scaled)
 BX3169
 BX3169                          SUPERSEDED SURVEY CONTROL
 BX3169
 BX3169.No superseded survey control is available for this station.
 BX3169
 BX3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ680551(NAD 83)
 BX3169_MARKER: DD = SURVEY DISK
 BX3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3169_SP_SET: CONCRETE POST
 BX3169_STAMPING: C3315
 BX3169_MARK LOGO: LAGS  
 BX3169_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3169+STABILITY: SURFACE MOTION
 BX3169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3169+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 BX3169
 BX3169  HISTORY     - Date     Condition        Report By
 BX3169  HISTORY     - UNK      MONUMENTED       LAGS
 BX3169  HISTORY     - 19890822 GOOD             LADTD
 BX3169  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3169
 BX3169                          STATION DESCRIPTION
 BX3169
 BX3169'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3169'THE STATION IS LOCATED ABOUT 41.9 KM (26.0 MI) SOUTH OF MANY AND 10.5
 BX3169'KM (6.5 MI) NORTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3169'TRANSPORTATION AND DEVELOPMENT.
 BX3169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3169'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO NORTH FOR 10.5 KM
 BX3169'(6.5 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT.
 BX3169'THE STATION IS 18.0 M (59.1 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 BX3169'SOUTH BOUND LANES OF THE HIGHWAY, 16.8 M (55.1 FT) SOUTH-SOUTHEAST
 BX3169'FROM A LARGE OAK TREE, 11.9 M (39.0 FT) EAST-NORTHEAST FROM THE EAST
 BX3169'RAIL OF THE RAILROAD TRACKS AND 0.4 M (1.3 FT) SOUTHWEST FROM A
 BX3169'WITNESS POST.  THE STATION IS PROJECTING 5 CM (2 INCHES) ABOVE THE
 BX3169'GROUND AND IS LEVEL WITH THE HIGHWAY.
 BX3169
 BX3169                          STATION RECOVERY (2001)
 BX3169
 BX3169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3169'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2094 ***********************************************************************
 BX2094  DESIGNATION -  C 3327
 BX2094  PID         -  BX2094
 BX2094  STATE/COUNTY-  LA/VERNON
 BX2094  USGS QUAD   -  LEESVILLE (1994)
 BX2094
 BX2094                         *CURRENT SURVEY CONTROL
 BX2094  ___________________________________________________________________
 BX2094* NAD 83(1986)-  31 11 31.     (N)    093 18 15.     (W)     SCALED    
 BX2094* NAVD 88     -        81.138  (meters)     266.20   (feet)  ADJUSTED  
 BX2094  ___________________________________________________________________
 BX2094  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BX2094  DYNAMIC HT  -          81.037 (meters)     265.87  (feet)  COMP
 BX2094  MODELED GRAV-     979,394.7   (mgal)                       NAVD 88
 BX2094
 BX2094  VERT ORDER  -  SECOND    CLASS I
 BX2094
 BX2094.The horizontal coordinates were scaled from a topographic map and have
 BX2094.an estimated accuracy of +/- 6 seconds.
 BX2094
 BX2094.The orthometric height was determined by differential leveling
 BX2094.and adjusted by the National Geodetic Survey in February 1994..
 BX2094
 BX2094.The geoid height was determined by GEOID03.
 BX2094
 BX2094.The dynamic height is computed by dividing the NAVD 88
 BX2094.geopotential number by the normal gravity value computed on the
 BX2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2094.degrees latitude (g = 980.6199 gals.).
 BX2094
 BX2094.The modeled gravity was interpolated from observed gravity values.
 BX2094
 BX2094;                    North         East    Units  Estimated Accuracy
 BX2094;SPC LA N     -    77,010.      923,350.      MT  (+/- 180 meters Scaled)
 BX2094
 BX2094                          SUPERSEDED SURVEY CONTROL
 BX2094
 BX2094  NGVD 29 (??/??/??)   81.254  (m)          266.58   (f) ADJUSTED    2 1
 BX2094
 BX2094.Superseded values are not recommended for survey control.
 BX2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2094.See file dsdata.txt to determine how the superseded data were derived.
 BX2094
 BX2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ710509(NAD 83)
 BX2094_MARKER: DD = SURVEY DISK
 BX2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2094_SP_SET: CONCRETE POST
 BX2094_STAMPING: C 3327
 BX2094_MARK LOGO: LAGS  
 BX2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2094+STABILITY: SURFACE MOTION
 BX2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2094+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 BX2094
 BX2094  HISTORY     - Date     Condition        Report By
 BX2094  HISTORY     - UNK      MONUMENTED       LAGS
 BX2094  HISTORY     - 1975     GOOD             LADTD
 BX2094  HISTORY     - 19890815 GOOD             LADTD
 BX2094  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2094  HISTORY     - 20010331 GOOD             NGS
 BX2094
 BX2094                          STATION DESCRIPTION
 BX2094
 BX2094'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2094'4.75 MI N FROM LEESVILLE.
 BX2094'LOCATED ABOUT 4.75 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2094'THE COURTHOUSE IN LEESVILLE.  3.25 MILES NORTH OF THE INTERSECTION OF
 BX2094'UNITED STATES HIGHWAY 171 AND LOUISIANA HIGHWAY 8.  46 FEET SOUTHWEST
 BX2094'OF THE CENTER OF UNITED STATES HIGHWAY 171.  53 FEET NORTHEAST OF THE
 BX2094'NORTHEAST RAIL ON THE KANSAS CITY SOUTHERN RAILROAD TRACK.  .65 MILES
 BX2094'NORTH OF B.M. C 3330.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK
 BX2094'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BX2094'FOOT NORTHEAST OF THE MARK.
 BX2094
 BX2094                          STATION RECOVERY (1989)
 BX2094
 BX2094'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX2094'THE STATION IS LOCATED ABOUT 47.3 KM (29.4 MI) SOUTH OF MANY AND 5.1
 BX2094'KM (3.2 MI) NORTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX2094'TRANSPORTATION AND DEVELOPMENT.
 BX2094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX2094'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO NORTH FOR 5.1 KM
 BX2094'(3.2 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT BETWEEN THE
 BX2094'HIGHWAY AND RAILROAD TRACKS.
 BX2094'THE STATION IS 15.9 M (52.2 FT) EAST-NORTHEAST FROM THE EAST RAIL OF
 BX2094'THE TRACKS, 13.6 M (44.6 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 BX2094'SOUTH BOUND LANES OF THE HIGHWAY AND 0.4 M (1.3 FT) WEST-SOUTHWEST
 BX2094'FROM A WITNESS POST.  THE STATION IS PROJECTING 5 CM (2 INCHES) ABOVE
 BX2094'THE GROUND AND IS LEVEL WITH THE HIGHWAY.
 BX2094
 BX2094                          STATION RECOVERY (1994)
 BX2094
 BX2094'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2094'MARK NOT FOUND.
 BX2094
 BX2094                          STATION RECOVERY (2001)
 BX2094
 BX2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2094'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2449 ***********************************************************************
 CQ2449  DESIGNATION -  C 333
 CQ2449  PID         -  CQ2449
 CQ2449  STATE/COUNTY-  LA/BIENVILLE
 CQ2449  USGS QUAD   -  SALINE (1986)
 CQ2449
 CQ2449                         *CURRENT SURVEY CONTROL
 CQ2449  ___________________________________________________________________
 CQ2449* NAD 83(1986)-  32 13 31.     (N)    092 56 53.     (W)     SCALED    
 CQ2449* NAVD 88     -        85.47   (+/-2cm)     280.4    (feet)  VERTCON   
 CQ2449  ___________________________________________________________________
 CQ2449  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2449
 CQ2449  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2449
 CQ2449.The horizontal coordinates were scaled from a topographic map and have
 CQ2449.an estimated accuracy of +/- 6 seconds.
 CQ2449
 CQ2449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2449.The vertical order pertains to the NGVD 29 superseded value.
 CQ2449
 CQ2449.The geoid height was determined by GEOID03.
 CQ2449
 CQ2449;                    North         East    Units  Estimated Accuracy
 CQ2449;SPC LA N     -   191,380.      957,770.      MT  (+/- 180 meters Scaled)
 CQ2449
 CQ2449                          SUPERSEDED SURVEY CONTROL
 CQ2449
 CQ2449  NGVD 29 (??/??/??)   85.521  (m)          280.58   (f) ADJUSTED    1 1
 CQ2449
 CQ2449.Superseded values are not recommended for survey control.
 CQ2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2449.See file dsdata.txt to determine how the superseded data were derived.
 CQ2449
 CQ2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR048654(NAD 83)
 CQ2449_MARKER: DB = BENCH MARK DISK
 CQ2449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2449_SP_SET: 30
 CQ2449_STAMPING: C 333 1977
 CQ2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2449
 CQ2449  HISTORY     - Date     Condition        Report By
 CQ2449  HISTORY     - 1977     MONUMENTED       NGS
 CQ2449
 CQ2449                          STATION DESCRIPTION
 CQ2449
 CQ2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2449'4.4 MI SW FROM FRIENDSHIP.
 CQ2449'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF
 CQ2449'STATE HIGHWAYS 4 AND 501 AT FRIENDSHIP, THENCE 0.2 MILE WEST ON
 CQ2449'A DIRT ROAD TO A FORK, TAKE RIGHT FORK FOR 0.6 MILE TO A CURVE IN
 CQ2449'ROAD AND A TRACK ROAD LEADING WEST, 19 FEET NORTH OF THE CENTER OF
 CQ2449'DIRT ROAD, 22 FEET WEST OF A 8-INCH PINE TREE WITH A TRIANGULAR
 CQ2449'BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2089 ***********************************************************************
 BX2089  DESIGNATION -  C 3330 RESET 1957
 BX2089  PID         -  BX2089
 BX2089  STATE/COUNTY-  LA/VERNON
 BX2089  USGS QUAD   -  LEESVILLE (1994)
 BX2089
 BX2089                         *CURRENT SURVEY CONTROL
 BX2089  ___________________________________________________________________
 BX2089* NAD 83(1986)-  31 11 16.     (N)    093 17 42.     (W)     SCALED    
 BX2089* NAVD 88     -        85.75   (+/-2cm)     281.3    (feet)  VERTCON   
 BX2089  ___________________________________________________________________
 BX2089  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2089
 BX2089  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2089
 BX2089.The horizontal coordinates were scaled from a topographic map and have
 BX2089.an estimated accuracy of +/- 6 seconds.
 BX2089
 BX2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2089.The vertical order pertains to the NGVD 29 superseded value.
 BX2089
 BX2089.The geoid height was determined by GEOID03.
 BX2089
 BX2089;                    North         East    Units  Estimated Accuracy
 BX2089;SPC LA N     -    76,540.      924,220.      MT  (+/- 180 meters Scaled)
 BX2089
 BX2089                          SUPERSEDED SURVEY CONTROL
 BX2089
 BX2089  NGVD 29 (??/??/??)   85.855  (m)          281.68   (f) ADJUSTED    2 1
 BX2089
 BX2089.Superseded values are not recommended for survey control.
 BX2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2089.See file dsdata.txt to determine how the superseded data were derived.
 BX2089
 BX2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ718504(NAD 83)
 BX2089_MARKER: DB = BENCH MARK DISK
 BX2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2089_STAMPING: C 3330 RESET 1957
 BX2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2089+STABILITY: SURFACE MOTION
 BX2089
 BX2089  HISTORY     - Date     Condition        Report By
 BX2089  HISTORY     - 1957     MONUMENTED       CGS
 BX2089  HISTORY     - 1975     GOOD             LADTD
 BX2089  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2089  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2089
 BX2089                          STATION DESCRIPTION
 BX2089
 BX2089'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2089'4.10 MI N FROM LEESVILLE.
 BX2089'LOCATED ABOUT 4.10 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2089'THE COURTHOUSE IN LEESVILLE.  2.60 MILES NORTH OF THE INTERSECTION OF
 BX2089'UNITED STATES HIGHWAY 171 AND LOUISIANA HIGHWAY 8.  .45 MILES NORTH OF
 BX2089'B.M. 58V64.  24 FEET WEST OF THE CENTER OF A GRAVEL DRIVE LEADING TO
 BX2089'MR. I.A. SMART RESIDENCE.  39 FEET NORTH OF THE CENTER OF UNITED
 BX2089'STATES HIGHWAY 171.  1 FOOT SOUTH OF A COMBINATION MESH AND BARB WIRE
 BX2089'FENCE.  2 FEET WEST OF A CONCRETE U.S. B.M. MARKER.  SET IN THE TOP OF
 BX2089'A 10 INCH CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  A STEEL
 BX2089'WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX2089
 BX2089                          STATION RECOVERY (1994)
 BX2089
 BX2089'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2089'MARK NOT FOUND.
 BX2089
 BX2089                          STATION RECOVERY (2001)
 BX2089
 BX2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2089'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1797 ***********************************************************************
 BW1797  DESIGNATION -  C 336
 BW1797  PID         -  BW1797
 BW1797  STATE/COUNTY-  LA/CONCORDIA
 BW1797  USGS QUAD   -  FORT ADAMS (1965)
 BW1797
 BW1797                         *CURRENT SURVEY CONTROL
 BW1797  ___________________________________________________________________
 BW1797* NAD 83(1986)-  31 05 55.     (N)    091 37 18.     (W)     SCALED    
 BW1797* NAVD 88     -        15.136  (meters)      49.66   (feet)  ADJUSTED  
 BW1797  ___________________________________________________________________
 BW1797  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW1797  DYNAMIC HT  -          15.117 (meters)      49.60  (feet)  COMP
 BW1797  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 BW1797
 BW1797  VERT ORDER  -  FIRST     CLASS II
 BW1797
 BW1797.The horizontal coordinates were scaled from a topographic map and have
 BW1797.an estimated accuracy of +/- 6 seconds.
 BW1797
 BW1797.The orthometric height was determined by differential leveling
 BW1797.and adjusted by the National Geodetic Survey in February 1994..
 BW1797
 BW1797.The geoid height was determined by GEOID03.
 BW1797
 BW1797.The dynamic height is computed by dividing the NAVD 88
 BW1797.geopotential number by the normal gravity value computed on the
 BW1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1797.degrees latitude (g = 980.6199 gals.).
 BW1797
 BW1797.The modeled gravity was interpolated from observed gravity values.
 BW1797
 BW1797;                    North         East    Units  Estimated Accuracy
 BW1797;SPC LA N     -    66,710.    1,083,800.      MT  (+/- 180 meters Scaled)
 BW1797
 BW1797                          SUPERSEDED SURVEY CONTROL
 BW1797
 BW1797  NAVD 88 (06/15/91)   15.160  (m)           49.74   (f) UNKNOWN     1 2
 BW1797  NGVD 29 (??/??/??)   15.110  (m)           49.57   (f) ADJUSTED    1 2
 BW1797
 BW1797.Superseded values are not recommended for survey control.
 BW1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1797.See file dsdata.txt to determine how the superseded data were derived.
 BW1797
 BW1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ314413(NAD 83)
 BW1797_MARKER: DB = BENCH MARK DISK
 BW1797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1797_SP_SET: STAINLESS STEEL ROD
 BW1797_STAMPING: C 336 1979
 BW1797_PROJECTION: RECESSED 8 CENTIMETERS
 BW1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1797_ROD/PIPE-DEPTH: 7.62 meters
 BW1797
 BW1797  HISTORY     - Date     Condition        Report By
 BW1797  HISTORY     - 1979     MONUMENTED       NGS
 BW1797
 BW1797                          STATION DESCRIPTION
 BW1797
 BW1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1797'4.2 MI SOUTH FROM BLACK HAWK.
 BW1797'4.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF A GRAVEL
 BW1797'ROAD LEADING NORTHWEST TO THE BLACK HAWK LODGE IN BLACK HAWK, AT THE
 BW1797'JUNCTION OF A GRAVEL FARM ROAD LEADING SOUTH AND THE MARK ON THE
 BW1797'RIGHT, SET ON THE WEST SIDE OF THE WEST CORNER POST OF A BARBED WIRE
 BW1797'FENCE, 1.20 MILES NORTHWEST OF THE NORTHWEST END OF STATE HIGHWAY
 BW1797'15 (USE) BRIDGE OVER AN OVERFLOW CHANNEL OF THE RED RIVER, 92 FEET
 BW1797'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 73 FEET EAST OF THE
 BW1797'CENTER OF A METAL GATE AND THE CENTER OF THE GRAVEL ROAD, 101 FEET
 BW1797'SOUTHEAST OF A POWER POLE ON THE NORTHWEST SIDE OF THE GRAVEL ROAD,
 BW1797'AND 3 FEET WEST OF THE WEST CORNER POST OF THE FENCE.
 BW1797'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BW1797'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1845 ***********************************************************************
 BW1845  DESIGNATION -  C 337
 BW1845  PID         -  BW1845
 BW1845  STATE/COUNTY-  LA/CONCORDIA
 BW1845  USGS QUAD   -  NATCHEZ (1976)
 BW1845
 BW1845                         *CURRENT SURVEY CONTROL
 BW1845  ___________________________________________________________________
 BW1845* NAD 83(1986)-  31 34 33.     (N)    091 28 09.     (W)     SCALED    
 BW1845* NAVD 88     -        17.843  (meters)      58.54   (feet)  ADJUSTED  
 BW1845  ___________________________________________________________________
 BW1845  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW1845  DYNAMIC HT  -          17.821 (meters)      58.47  (feet)  COMP
 BW1845  MODELED GRAV-     979,448.4   (mgal)                       NAVD 88
 BW1845  OBS GRAVITY -     979,446.6   (mgal)                       GRAV_OBS
 BW1845
 BW1845  VERT ORDER  -  FIRST     CLASS II
 BW1845
 BW1845.The horizontal coordinates were scaled from a topographic map and have
 BW1845.an estimated accuracy of +/- 6 seconds.
 BW1845
 BW1845.The orthometric height was determined by differential leveling
 BW1845.and adjusted by the National Geodetic Survey in February 1994..
 BW1845
 BW1845.The geoid height was determined by GEOID03.
 BW1845
 BW1845.The dynamic height is computed by dividing the NAVD 88
 BW1845.geopotential number by the normal gravity value computed on the
 BW1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1845.degrees latitude (g = 980.6199 gals.).
 BW1845
 BW1845.The modeled gravity was interpolated from observed gravity values.
 BW1845.The observed gravity was obtained from relative gravimeter ties
 BW1845.to the IGSN71 gravity network.
 BW1845
 BW1845;                    North         East    Units  Estimated Accuracy
 BW1845;SPC LA N     -   119,750.    1,097,840.      MT  (+/- 180 meters Scaled)
 BW1845
 BW1845                          SUPERSEDED SURVEY CONTROL
 BW1845
 BW1845  NAVD 88 (06/15/91)   17.861  (m)           58.60   (f) UNKNOWN     1 2
 BW1845  NGVD 29 (??/??/??)   17.842  (m)           58.54   (f) ADJUSTED    1 2
 BW1845
 BW1845.Superseded values are not recommended for survey control.
 BW1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1845.See file dsdata.txt to determine how the superseded data were derived.
 BW1845
 BW1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ452944(NAD 83)
 BW1845_MARKER: DB = BENCH MARK DISK
 BW1845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1845_SP_SET: STAINLESS STEEL ROD
 BW1845_STAMPING: C 337 1979
 BW1845_PROJECTION: RECESSED 5 CENTIMETERS
 BW1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1845_ROD/PIPE-DEPTH: 9.14 meters
 BW1845
 BW1845  HISTORY     - Date     Condition        Report By
 BW1845  HISTORY     - 1979     MONUMENTED       NGS
 BW1845
 BW1845                          STATION DESCRIPTION
 BW1845
 BW1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1845'2.7 MI WNW FROM VIDALIA.
 BW1845'2.7 MILES WEST NORTHWEST ALONG US HIGHWAY 65 AND 84 FROM THE
 BW1845'JUNCTION OF STATE HIGHWAY 131 IN VIDALIA TO THE MARK ON THE LEFT, SET
 BW1845'BETWEEN A POWER POLE AND THE EAST CCRNER POST OF A 5 FOOT HIGH WOOD
 BW1845'FENCE, 0.7 MILE WEST OF THE COURT HOUSE, 155 FEET NORTHEAST OF THE
 BW1845'NORTHEAST CORNER OF A SINGLE STORY BRICK HOUSE, 0.1 MILE WEST OF THE
 BW1845'JUNCTION OF A PAVED ROAD LEADING SOUTH, 63 FEET SOUTH OF THE CENTER
 BW1845'LINE OF THE EAST BOUND LAND OF ROUTE 65 AND 84, 1.5 FEET SOUTH OF THE
 BW1845'POWER POLE  WITH 2 TRANSFORNERS, 1.5 FEET NORTH OF THE EAST CORNER
 BW1845'POST OF THE FENCE.
 BW1845'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BW1845'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2280 ***********************************************************************
 CP2280  DESIGNATION -  C 338
 CP2280  PID         -  CP2280
 CP2280  STATE/COUNTY-  LA/TENSAS
 CP2280  USGS QUAD   -  NEWELLTON (1994)
 CP2280
 CP2280                         *CURRENT SURVEY CONTROL
 CP2280  ___________________________________________________________________
 CP2280* NAD 83(1986)-  32 02 17.     (N)    091 07 42.     (W)     SCALED    
 CP2280* NAVD 88     -        23.397  (meters)      76.76   (feet)  ADJUSTED  
 CP2280  ___________________________________________________________________
 CP2280  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2280  DYNAMIC HT  -          23.370 (meters)      76.67  (feet)  COMP
 CP2280  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CP2280
 CP2280  VERT ORDER  -  FIRST     CLASS II
 CP2280
 CP2280.The horizontal coordinates were scaled from a topographic map and have
 CP2280.an estimated accuracy of +/- 6 seconds.
 CP2280
 CP2280.The orthometric height was determined by differential leveling
 CP2280.and adjusted by the National Geodetic Survey in February 1994..
 CP2280
 CP2280.The geoid height was determined by GEOID03.
 CP2280
 CP2280.The dynamic height is computed by dividing the NAVD 88
 CP2280.geopotential number by the normal gravity value computed on the
 CP2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2280.degrees latitude (g = 980.6199 gals.).
 CP2280
 CP2280.The modeled gravity was interpolated from observed gravity values.
 CP2280
 CP2280;                    North         East    Units  Estimated Accuracy
 CP2280;SPC LA N     -   171,350.    1,129,550.      MT  (+/- 180 meters Scaled)
 CP2280
 CP2280                          SUPERSEDED SURVEY CONTROL
 CP2280
 CP2280  NAVD 88 (06/15/91)   23.405  (m)           76.79   (f) UNKNOWN     1 2
 CP2280  NGVD 29 (??/??/??)   23.417  (m)           76.83   (f) ADJUSTED    1 2
 CP2280
 CP2280.Superseded values are not recommended for survey control.
 CP2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2280.See file dsdata.txt to determine how the superseded data were derived.
 CP2280
 CP2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR767461(NAD 83)
 CP2280_MARKER: DB = BENCH MARK DISK
 CP2280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2280_SP_SET: STAINLESS STEEL ROD
 CP2280_STAMPING: C 338 1979
 CP2280_PROJECTION: RECESSED 5 CENTIMETERS
 CP2280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2280_ROD/PIPE-DEPTH: 7.62 meters
 CP2280
 CP2280  HISTORY     - Date     Condition        Report By
 CP2280  HISTORY     - 1979     MONUMENTED       NGS
 CP2280
 CP2280                          STATION DESCRIPTION
 CP2280
 CP2280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2280'14.0 MI NE FROM ST JOSEPH.
 CP2280'13.55 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 CP2280'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH TO THE MARK ON THE
 CP2280'LEFT, SET ON THE SOUTHEAST SIDE OF POWER POLE 309 AT THE BASE OF THE
 CP2280'LEVEE IN A 4-FOOT HIGH BARB WIRE FENCE LINE, 0.15 MILE SOUTHWEST AND
 CP2280'DOWN THE LEVEE FROM LEVEE STATION MARKER 5300, 0.1 MILE SOUTH OF THE
 CP2280'CENTER OF THE LEVEE ROAD, 37.5 FEET NORTH OF THE CENTER LINE OF STATE
 CP2280'ROUTE 608, 3 FEET SOUTHEAST OF POWER POLE 309 WITH A GUY WIRE AND
 CP2280'POWER LINES CROSSING ROUTE 608, AND 1 FOOT NORTH OF THE BARB WIRE
 CP2280'FENCE.
 CP2280'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CP2280'THE MARK IS 35 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1448 ***********************************************************************
 BX1448  DESIGNATION -  C 3405 LAGS RESET 1974
 BX1448  PID         -  BX1448
 BX1448  STATE/COUNTY-  LA/WINN
 BX1448  USGS QUAD   -  ATLANTA (1984)
 BX1448
 BX1448                         *CURRENT SURVEY CONTROL
 BX1448  ___________________________________________________________________
 BX1448* NAD 83(1986)-  31 51 10.     (N)    092 42 24.     (W)     SCALED    
 BX1448* NAVD 88     -        88.95   (+/-2cm)     291.8    (feet)  VERTCON   
 BX1448  ___________________________________________________________________
 BX1448  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1448
 BX1448  VERT ORDER  -  THIRD (See Below)
 BX1448
 BX1448.The horizontal coordinates were scaled from a topographic map and have
 BX1448.an estimated accuracy of +/- 6 seconds.
 BX1448
 BX1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1448.The vertical order pertains to the NGVD 29 superseded value.
 BX1448
 BX1448.The geoid height was determined by GEOID03.
 BX1448
 BX1448;                    North         East    Units  Estimated Accuracy
 BX1448;SPC LA N     -   150,010.      980,440.      MT  (+/- 180 meters Scaled)
 BX1448
 BX1448                          SUPERSEDED SURVEY CONTROL
 BX1448
 BX1448  NGVD 29 (??/??/??)   88.97   (m)          291.9    (f) RESET       3  
 BX1448
 BX1448.Superseded values are not recommended for survey control.
 BX1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1448.See file dsdata.txt to determine how the superseded data were derived.
 BX1448
 BX1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR277241(NAD 83)
 BX1448_MARKER: DD = SURVEY DISK
 BX1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1448_STAMPING: C 3405 RESET 1974
 BX1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1448+STABILITY: SURFACE MOTION
 BX1448
 BX1448  HISTORY     - Date     Condition        Report By
 BX1448  HISTORY     - 1974     MONUMENTED       NGS
 BX1448  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1448
 BX1448                          STATION DESCRIPTION
 BX1448
 BX1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BX1448'3.75 MI NE FROM ATLANTA.
 BX1448'LOCATED 3.75 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE HIGH
 BX1448'SCHOOL IN ATLANTA, ON A HIGH BANK ACROSS THE HIGHWAY FROM MR. KEYS
 BX1448'HOUSE, 60 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE
 BX1448'KEY HOUSE, 75 FEET EAST OF THE CENTER OF THE HIGHWAY, 43 FEET NORTH OF
 BX1448'A POWER POLE WITH A TRANSFORMER, 1 FOOT WEST OF A FENCE LINE AND 1
 BX1448'FOOT SOUTH OF A METAL WITNESS POST.  IT IS A LOUISIANA GEODETIC SURVEY
 BX1448'DISK STAMPED C 3405 RESET 1974, PROJECTING 4 INCHES.
 BX1448
 BX1448                          STATION RECOVERY (1998)
 BX1448
 BX1448'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1445 ***********************************************************************
 BX1445  DESIGNATION -  C 3406 LAGS
 BX1445  PID         -  BX1445
 BX1445  STATE/COUNTY-  LA/WINN
 BX1445  USGS QUAD   -  ATLANTA (1984)
 BX1445
 BX1445                         *CURRENT SURVEY CONTROL
 BX1445  ___________________________________________________________________
 BX1445* NAD 83(1992)-  31 50 40.48429(N)    092 42 27.42058(W)     ADJUSTED  
 BX1445* NAVD 88     -        85.02   (+/-2cm)     278.9    (feet)  VERTCON   
 BX1445  ___________________________________________________________________
 BX1445  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BX1445  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1445
 BX1445  HORZ ORDER  -  SECOND
 BX1445  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1445
 BX1445.The horizontal coordinates were established by classical geodetic methods
 BX1445.and adjusted by the National Geodetic Survey in January 1993..
 BX1445
 BX1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1445.The vertical order pertains to the NGVD 29 superseded value.
 BX1445
 BX1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1445
 BX1445.The geoid height was determined by GEOID03.
 BX1445
 BX1445;                    North         East     Units Scale Factor Converg.
 BX1445;SPC LA N     -   149,098.780   980,350.284   MT  0.99991555   -0 06 35.2
 BX1445;SPC LA N     -   489,168.25  3,216,365.89   sFT  0.99991555   -0 06 35.2
 BX1445;UTM  15      - 3,523,245.898   527,663.691   MT  0.99960944   +0 09 15.4
 BX1445
 BX1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1445!SPC LA N     -   0.99999071  x   0.99991555  =   0.99990626
 BX1445!UTM  15      -   0.99999071  x   0.99960944  =   0.99960015
 BX1445
 BX1445                          SUPERSEDED SURVEY CONTROL
 BX1445
 BX1445  NAD 83(1986)-  31 50 40.49867(N)    092 42 27.41204(W) AD(       ) 2
 BX1445  NAD 27      -  31 50 39.90332(N)    092 42 26.87104(W) AD(       ) 2
 BX1445  NGVD 29 (??/??/??)   85.042  (m)          279.01   (f) ADJUSTED    1 2
 BX1445
 BX1445.Superseded values are not recommended for survey control.
 BX1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1445.See file dsdata.txt to determine how the superseded data were derived.
 BX1445
 BX1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2766423246(NAD 83)
 BX1445_MARKER: DD = SURVEY DISK
 BX1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1445_STAMPING: C 3406
 BX1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1445+STABILITY: SURFACE MOTION
 BX1445
 BX1445  HISTORY     - Date     Condition        Report By
 BX1445  HISTORY     - 1969     MONUMENTED       LAGS
 BX1445  HISTORY     - 1974     GOOD             NGS
 BX1445  HISTORY     - 19981017 POOR             USPSQD
 BX1445
 BX1445                          STATION DESCRIPTION
 BX1445
 BX1445'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1969 (GRK)
 BX1445'THE STATION IS ABOUT 16-3/4 MILES SOUTHEAST OF GOLDONNA, 7
 BX1445'MILES SOUTHWEST OF WINNFIELD AND 3-1/2 MILES NORTHEAST OF
 BX1445'ATLANTA.
 BX1445'
 BX1445'TO REACH THE STATION FROM THE POST OFFICE IN WINNFIELD, GO
 BX1445'WEST FOR 0.05 MILE TO U.S. HIGHWAYS 167 AND 84 AND STATE
 BX1445'HIGHWAY 34 (LAYFETTE STREET SW), TURN RIGHT AND GO NORTHERLY
 BX1445'FOR 0.1 MILE TO WHERE STATE HIGHWAY 34 TURNS TO THE LEFT, TURN
 BX1445'LEFT ON STATE HIGHWAY 34 AND GO SOUTHWEST FOR 6.45 MILES TO THE
 BX1445'JUNCTION OF STATE HIGHWAYS 34 AND 1228, CONTINUE AHEAD SOUTHERLY
 BX1445'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 BX1445'FOR 0.15 MILE TO THE SARDIS LOOKOUT TOWER ON THE RIGHT AND THE
 BX1445'STATION ON THE LEFT.
 BX1445'
 BX1445'C 3406 IS A STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED
 BX1445'C 3406, SET IN THE TOP OF A 5-INCH SQUARE CONCRETE POST THAT
 BX1445'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 118.5 FEET NORTHEAST
 BX1445'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 73.5 FEET NORTH OF
 BX1445'AN 18 INCH RED OAK TREE, 72.5 FEET EAST OF THE CENTER OF THE
 BX1445'JUNCTION OF STATE HIGHWAYS 34 AND 1228, 35 FEET SOUTH OF A
 BX1445'16-INCH PINE TREE AND 1.4 FEET EAST OF ANOTHER WITNESS POST.
 BX1445
 BX1445                          STATION RECOVERY (1974)
 BX1445
 BX1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BX1445'3.15 MI NE FROM ATLANTA.
 BX1445'LOCATED ABOUT 3.15 MILES NORTHEAST ALONG STATE HIGHWAY 34 (FORMERLY
 BX1445'STATE HIGHWAY 5) NEAR THE SARDIS LOOKOUT TOWER, 127.4 FEET NORTHWEST
 BX1445'OF TRIANGULATION STATION SARDIS 1969, 91 FEET SOUTH OF A LONE PINE
 BX1445'TREE IN THE CHURCH YARD, 172 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BX1445'THE SARDIS BAPTIST CHURCH, 118 FEET NORTHEAST OF THE NORTHEAST LEG OF
 BX1445'THE SARDIS LOOKOUT TOWER, 48 FEET WEST OF THE CENTERLINE OF STATE
 BX1445'HIGHWAY 34, 59 FEET NORTH OF THE PROJECTED CENTER OF THE HIGHWAY NO.
 BX1445'1228 AND 10 FEET NORTH OF A POWER POLE AND 1 FOOT NORTH OF A METAL
 BX1445'WITNESS POST.  IT IS AN LOUISIANA GEODETIC SURVEY DISK STAMPED C 3406
 BX1445'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX1445
 BX1445                          STATION RECOVERY (1998)
 BX1445
 BX1445'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1445'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1434 ***********************************************************************
 BX1434  DESIGNATION -  C 3410 LAGS
 BX1434  PID         -  BX1434
 BX1434  STATE/COUNTY-  LA/WINN
 BX1434  USGS QUAD   -  ATLANTA (1984)
 BX1434
 BX1434                         *CURRENT SURVEY CONTROL
 BX1434  ___________________________________________________________________
 BX1434* NAD 83(1986)-  31 48 24.     (N)    092 44 52.     (W)     SCALED    
 BX1434* NAVD 88     -        55.17   (+/-2cm)     181.0    (feet)  VERTCON   
 BX1434  ___________________________________________________________________
 BX1434  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX1434
 BX1434  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1434
 BX1434.The horizontal coordinates were scaled from a topographic map and have
 BX1434.an estimated accuracy of +/- 6 seconds.
 BX1434
 BX1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1434.The vertical order pertains to the NGVD 29 superseded value.
 BX1434
 BX1434.The geoid height was determined by GEOID03.
 BX1434
 BX1434;                    North         East    Units  Estimated Accuracy
 BX1434;SPC LA N     -   144,900.      976,540.      MT  (+/- 180 meters Scaled)
 BX1434
 BX1434                          SUPERSEDED SURVEY CONTROL
 BX1434
 BX1434  NGVD 29 (??/??/??)   55.191  (m)          181.07   (f) ADJUSTED    1 2
 BX1434
 BX1434.Superseded values are not recommended for survey control.
 BX1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1434.See file dsdata.txt to determine how the superseded data were derived.
 BX1434
 BX1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR238190(NAD 83)
 BX1434_MARKER: DD = SURVEY DISK
 BX1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1434_STAMPING: C 3410
 BX1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1434+STABILITY: SURFACE MOTION
 BX1434
 BX1434  HISTORY     - Date     Condition        Report By
 BX1434  HISTORY     - UNK      MONUMENTED       LAGS
 BX1434  HISTORY     - 1949     GOOD             CGS
 BX1434  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1434
 BX1434                          STATION DESCRIPTION
 BX1434
 BX1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1434'0.9 MI SW FROM ATLANTA.
 BX1434'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1434'ATLANTA, 99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15.0 FEET
 BX1434'SOUTHEAST OF A 14 INCH TRIANGULAR BLAZED OAK TREE, 17.0 FEET NORTH OF
 BX1434'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 BX1434'FOOT ABOVE THE GROUND.
 BX1434
 BX1434                          STATION RECOVERY (1981)
 BX1434
 BX1434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1433 ***********************************************************************
 BX1433  DESIGNATION -  C 3411 LAGS
 BX1433  PID         -  BX1433
 BX1433  STATE/COUNTY-  LA/WINN
 BX1433  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1433
 BX1433                         *CURRENT SURVEY CONTROL
 BX1433  ___________________________________________________________________
 BX1433* NAD 83(1986)-  31 48 14.     (N)    092 45 06.     (W)     SCALED    
 BX1433* NAVD 88     -        59.37   (+/-2cm)     194.8    (feet)  VERTCON   
 BX1433  ___________________________________________________________________
 BX1433  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX1433
 BX1433  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1433
 BX1433.The horizontal coordinates were scaled from a topographic map and have
 BX1433.an estimated accuracy of +/- 6 seconds.
 BX1433
 BX1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1433.The vertical order pertains to the NGVD 29 superseded value.
 BX1433
 BX1433.The geoid height was determined by GEOID03.
 BX1433
 BX1433;                    North         East    Units  Estimated Accuracy
 BX1433;SPC LA N     -   144,600.      976,170.      MT  (+/- 180 meters Scaled)
 BX1433
 BX1433                          SUPERSEDED SURVEY CONTROL
 BX1433
 BX1433  NGVD 29 (??/??/??)   59.385  (m)          194.83   (f) ADJUSTED    1 2
 BX1433
 BX1433.Superseded values are not recommended for survey control.
 BX1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1433.See file dsdata.txt to determine how the superseded data were derived.
 BX1433
 BX1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR235187(NAD 83)
 BX1433_MARKER: DD = SURVEY DISK
 BX1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1433_STAMPING: C 3411
 BX1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1433+STABILITY: SURFACE MOTION
 BX1433
 BX1433  HISTORY     - Date     Condition        Report By
 BX1433  HISTORY     - UNK      MONUMENTED       LAGS
 BX1433  HISTORY     - 1949     GOOD             CGS
 BX1433  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1433
 BX1433                          STATION DESCRIPTION
 BX1433
 BX1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1433'1.2 MI SW FROM ATLANTA.
 BX1433'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1433'ATLANTA, 34 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31.0
 BX1433'FEET NORTH OF A POWER POLE, 21.0 FEET SOUTHEAST OF A 12 INCH
 BX1433'TRIANGULAR BLAZED PINE TREE, 16.0 FEET NORTH OF A WITNESS POST, SET IN
 BX1433'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1433
 BX1433                          STATION RECOVERY (2001)
 BX1433
 BX1433'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1432 ***********************************************************************
 BX1432  DESIGNATION -  C 3413 LAGS RESET 1956
 BX1432  PID         -  BX1432
 BX1432  STATE/COUNTY-  LA/WINN
 BX1432  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1432
 BX1432                         *CURRENT SURVEY CONTROL
 BX1432  ___________________________________________________________________
 BX1432* NAD 83(1986)-  31 47 51.     (N)    092 45 13.     (W)     SCALED    
 BX1432* NAVD 88     -        64.12   (+/-2cm)     210.4    (feet)  VERTCON   
 BX1432  ___________________________________________________________________
 BX1432  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1432
 BX1432  VERT ORDER  -  THIRD (See Below)
 BX1432
 BX1432.The horizontal coordinates were scaled from a topographic map and have
 BX1432.an estimated accuracy of +/- 6 seconds.
 BX1432
 BX1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1432.The vertical order pertains to the NGVD 29 superseded value.
 BX1432
 BX1432.The geoid height was determined by GEOID03.
 BX1432
 BX1432;                    North         East    Units  Estimated Accuracy
 BX1432;SPC LA N     -   143,890.      975,990.      MT  (+/- 180 meters Scaled)
 BX1432
 BX1432                          SUPERSEDED SURVEY CONTROL
 BX1432
 BX1432  NGVD 29 (??/??/??)   64.14   (m)          210.4    (f) RESET       3  
 BX1432
 BX1432.Superseded values are not recommended for survey control.
 BX1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1432.See file dsdata.txt to determine how the superseded data were derived.
 BX1432
 BX1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR233180(NAD 83)
 BX1432_MARKER: DD = SURVEY DISK
 BX1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1432_STAMPING: C 3413 RESET 1956
 BX1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1432+STABILITY: SURFACE MOTION
 BX1432
 BX1432  HISTORY     - Date     Condition        Report By
 BX1432  HISTORY     - 1956     MONUMENTED       CGS
 BX1432  HISTORY     - 20010922 GOOD             USPSQD
 BX1432  HISTORY     - 20060610 GOOD             USPSQD
 BX1432
 BX1432                          STATION DESCRIPTION
 BX1432
 BX1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1432'1.8 MI SW FROM ATLANTA.
 BX1432'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1432'ATLANTA, WINN PARISH, 65 FEET NORTH OF A TELEPHONE POLE, 45 FEET NORTH
 BX1432'OF A TRIANGULAR-BLAZED 12-INCH PINE TREE, 25 FEET SOUTH OF THE CENTER
 BX1432'LINE OF A SIDE ROAD LEADING EAST, 33 FEET EAST OF THE CENTER LINE OF
 BX1432'THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY
 BX1432'STANDARD DISK, STAMPED C 3413 RESET 1956 AND SET IN THE TOP OF A
 BX1432'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 BX1432
 BX1432                          STATION RECOVERY (2001)
 BX1432
 BX1432'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1432'RECOVERED IN GOOD CONDITION.
 BX1432
 BX1432                          STATION RECOVERY (2006)
 BX1432
 BX1432'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BX1432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1430 ***********************************************************************
 BX1430  DESIGNATION -  C 3414 LAGS
 BX1430  PID         -  BX1430
 BX1430  STATE/COUNTY-  LA/WINN
 BX1430  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1430
 BX1430                         *CURRENT SURVEY CONTROL
 BX1430  ___________________________________________________________________
 BX1430* NAD 83(1986)-  31 47 29.     (N)    092 45 14.     (W)     SCALED    
 BX1430* NAVD 88     -        62.41   (+/-2cm)     204.8    (feet)  VERTCON   
 BX1430  ___________________________________________________________________
 BX1430  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1430
 BX1430  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1430
 BX1430.The horizontal coordinates were scaled from a topographic map and have
 BX1430.an estimated accuracy of +/- 6 seconds.
 BX1430
 BX1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1430.The vertical order pertains to the NGVD 29 superseded value.
 BX1430
 BX1430.The geoid height was determined by GEOID03.
 BX1430
 BX1430;                    North         East    Units  Estimated Accuracy
 BX1430;SPC LA N     -   143,210.      975,960.      MT  (+/- 180 meters Scaled)
 BX1430
 BX1430                          SUPERSEDED SURVEY CONTROL
 BX1430
 BX1430  NGVD 29 (??/??/??)   62.432  (m)          204.83   (f) ADJUSTED    1 2
 BX1430
 BX1430.Superseded values are not recommended for survey control.
 BX1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1430.See file dsdata.txt to determine how the superseded data were derived.
 BX1430
 BX1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR232173(NAD 83)
 BX1430_MARKER: DD = SURVEY DISK
 BX1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1430_STAMPING: C 3414 204.829
 BX1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1430+STABILITY: SURFACE MOTION
 BX1430
 BX1430  HISTORY     - Date     Condition        Report By
 BX1430  HISTORY     - UNK      MONUMENTED       LAGS
 BX1430  HISTORY     - 1956     GOOD             CGS
 BX1430  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1430  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1430
 BX1430                          STATION DESCRIPTION
 BX1430
 BX1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1430'2.15 MI SW FROM ATLANTA.
 BX1430'LOCATED 2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH
 BX1430'SCHOOL IN ATLANTA, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8
 BX1430'FEET SOUTHWEST OF A TELEPHONE POLE, 4 FEET SOUTHWEST OF A WITNESS
 BX1430'POST, 102 FEET NORTH OF A GUY POLE FOR THE POWER LINE, 29 FEET WEST OF
 BX1430'A TRIANGULAR BLAZED 10-INCH PINE TREE, 12 FEET NORTH OF A FOOT PATH
 BX1430'AND AT THE SOUTH END OF A CURVE IN THE HIGHWAY.  IT IS A USC AND GS
 BX1430'AND STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BX1430'INCHES AND ABOUT LEVEL WITH THE ROAD.  IT IS STAMPED C 3414 204.829.
 BX1430
 BX1430                          STATION RECOVERY (1981)
 BX1430
 BX1430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1430'MARK NOT FOUND.
 BX1430
 BX1430                          STATION RECOVERY (2001)
 BX1430
 BX1430'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1429 ***********************************************************************
 BX1429  DESIGNATION -  C 3415 LAGS
 BX1429  PID         -  BX1429
 BX1429  STATE/COUNTY-  LA/WINN
 BX1429  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1429
 BX1429                         *CURRENT SURVEY CONTROL
 BX1429  ___________________________________________________________________
 BX1429* NAD 83(1986)-  31 46 50.     (N)    092 45 29.     (W)     SCALED    
 BX1429* NAVD 88     -        60.06   (+/-2cm)     197.0    (feet)  VERTCON   
 BX1429  ___________________________________________________________________
 BX1429  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX1429
 BX1429  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1429
 BX1429.The horizontal coordinates were scaled from a topographic map and have
 BX1429.an estimated accuracy of +/- 6 seconds.
 BX1429
 BX1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1429.The vertical order pertains to the NGVD 29 superseded value.
 BX1429
 BX1429.The geoid height was determined by GEOID03.
 BX1429
 BX1429;                    North         East    Units  Estimated Accuracy
 BX1429;SPC LA N     -   142,010.      975,560.      MT  (+/- 180 meters Scaled)
 BX1429
 BX1429                          SUPERSEDED SURVEY CONTROL
 BX1429
 BX1429  NGVD 29 (??/??/??)   60.081  (m)          197.12   (f) ADJUSTED    1 2
 BX1429
 BX1429.Superseded values are not recommended for survey control.
 BX1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1429.See file dsdata.txt to determine how the superseded data were derived.
 BX1429
 BX1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR229161(NAD 83)
 BX1429_MARKER: DD = SURVEY DISK
 BX1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1429_STAMPING: C 3415 197.116
 BX1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1429+STABILITY: SURFACE MOTION
 BX1429
 BX1429  HISTORY     - Date     Condition        Report By
 BX1429  HISTORY     - UNK      MONUMENTED       LAGS
 BX1429  HISTORY     - 1956     GOOD             CGS
 BX1429  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1429  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1429
 BX1429                          STATION DESCRIPTION
 BX1429
 BX1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1429'2.85 MI SW FROM ATLANTA.
 BX1429'LOCATED 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH
 BX1429'SCHOOL IN ATLANTA, ON THE TOP OF A HILL AND AT THE NORTH END OF A
 BX1429'CURVE IN THE HIGHWAY.  IT IS 33 FEET WEST OF THE CENTERLINE OF THE
 BX1429'HIGHWAY, 38 FEET NORTH OF THE CENTER OF A TRACK ROAD LEADING WEST, 152
 BX1429'FEET NORTH OF A POWER POLE, IN LINE WITH THE ROW OF POLES AND 19.5
 BX1429'FEET EAST OF A TRIANGULAR BLAZED 12-INCH OAK TREE.  IT IS A USC AND GS
 BX1429'AND STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BX1429'INCHES AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 BX1429
 BX1429                          STATION RECOVERY (1981)
 BX1429
 BX1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1429'MARK NOT FOUND.
 BX1429
 BX1429                          STATION RECOVERY (2001)
 BX1429
 BX1429'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1428 ***********************************************************************
 BX1428  DESIGNATION -  C 3416 LAGS RESET 1956
 BX1428  PID         -  BX1428
 BX1428  STATE/COUNTY-  LA/WINN
 BX1428  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1428
 BX1428                         *CURRENT SURVEY CONTROL
 BX1428  ___________________________________________________________________
 BX1428* NAD 83(1986)-  31 46 27.     (N)    092 45 34.     (W)     SCALED    
 BX1428* NAVD 88     -        64.57   (+/-2cm)     211.8    (feet)  VERTCON   
 BX1428  ___________________________________________________________________
 BX1428  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1428
 BX1428  VERT ORDER  -  THIRD (See Below)
 BX1428
 BX1428.The horizontal coordinates were scaled from a topographic map and have
 BX1428.an estimated accuracy of +/- 6 seconds.
 BX1428
 BX1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1428.The vertical order pertains to the NGVD 29 superseded value.
 BX1428
 BX1428.The geoid height was determined by GEOID03.
 BX1428
 BX1428;                    North         East    Units  Estimated Accuracy
 BX1428;SPC LA N     -   141,300.      975,430.      MT  (+/- 180 meters Scaled)
 BX1428
 BX1428                          SUPERSEDED SURVEY CONTROL
 BX1428
 BX1428  NGVD 29 (??/??/??)   64.59   (m)          211.9    (f) RESET       3  
 BX1428
 BX1428.Superseded values are not recommended for survey control.
 BX1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1428.See file dsdata.txt to determine how the superseded data were derived.
 BX1428
 BX1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR227154(NAD 83)
 BX1428_MARKER: DD = SURVEY DISK
 BX1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1428_STAMPING: C 3416 RESET 1956
 BX1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1428+STABILITY: SURFACE MOTION
 BX1428
 BX1428  HISTORY     - Date     Condition        Report By
 BX1428  HISTORY     - 1956     MONUMENTED       CGS
 BX1428  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1428
 BX1428                          STATION DESCRIPTION
 BX1428
 BX1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1428'3.3 MI SW FROM ATLANTA.
 BX1428'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1428'ATLANTA, WILL PARISH, 62 FEET NORTHEAST OF A 20-INCH TRIANGULAR-BLAZED
 BX1428'PINE TREE, 13 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 BX1428'WEST, 23 FEET SOUTHEAST OF A TELEPHONE POLE, 36 FEET WEST OF THE
 BX1428'CENTER LINE OF THE HIGHWAY, AND 1.5 FEET NORTH OF A WHITE WOODEN
 BX1428'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED C 3416 RESET 1956
 BX1428'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 BX1428'GROUND.
 BX1428
 BX1428                          STATION RECOVERY (2001)
 BX1428
 BX1428'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1426 ***********************************************************************
 BX1426  DESIGNATION -  C 3417 LAGS RESET 1956
 BX1426  PID         -  BX1426
 BX1426  STATE/COUNTY-  LA/WINN
 BX1426  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1426
 BX1426                         *CURRENT SURVEY CONTROL
 BX1426  ___________________________________________________________________
 BX1426* NAD 83(1986)-  31 46 01.     (N)    092 45 38.     (W)     SCALED    
 BX1426* NAVD 88     -        68.48   (+/-2cm)     224.7    (feet)  VERTCON   
 BX1426  ___________________________________________________________________
 BX1426  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1426
 BX1426  VERT ORDER  -  THIRD (See Below)
 BX1426
 BX1426.The horizontal coordinates were scaled from a topographic map and have
 BX1426.an estimated accuracy of +/- 6 seconds.
 BX1426
 BX1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1426.The vertical order pertains to the NGVD 29 superseded value.
 BX1426
 BX1426.The geoid height was determined by GEOID03.
 BX1426
 BX1426;                    North         East    Units  Estimated Accuracy
 BX1426;SPC LA N     -   140,500.      975,320.      MT  (+/- 180 meters Scaled)
 BX1426
 BX1426                          SUPERSEDED SURVEY CONTROL
 BX1426
 BX1426  NGVD 29 (??/??/??)   68.50   (m)          224.7    (f) RESET       3  
 BX1426
 BX1426.Superseded values are not recommended for survey control.
 BX1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1426.See file dsdata.txt to determine how the superseded data were derived.
 BX1426
 BX1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR226146(NAD 83)
 BX1426_MARKER: DD = SURVEY DISK
 BX1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1426_STAMPING: C 3417 RESET 1956
 BX1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1426+STABILITY: SURFACE MOTION
 BX1426
 BX1426  HISTORY     - Date     Condition        Report By
 BX1426  HISTORY     - 1956     MONUMENTED       CGS
 BX1426  HISTORY     - 20010922 GOOD             USPSQD
 BX1426  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1426
 BX1426                          STATION DESCRIPTION
 BX1426
 BX1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1426'3.8 MI SW FROM ATLANTA.
 BX1426'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1426'ATLANTA, WINN PARISH, AT THE TOP OF A GRADE, 285 FEET SOUTH OF THE
 BX1426'CENTER LINE OF A ROAD LEADING EAST, 41 FEET SOUTH-SOUTHWEST OF A
 BX1426'16-INCH TRIANGULAR-BLAZED OAK TREE, 16 FEET SOUTHEAST OF A TELEPHONE
 BX1426'POLE, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT SOUTH
 BX1426'OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 BX1426'C 3417 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX1426'INCHES ABOVE GROUND.
 BX1426
 BX1426                          STATION RECOVERY (2001)
 BX1426
 BX1426'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1426'RECOVERED IN GOOD CONDITION.
 BX1426
 BX1426                          STATION RECOVERY (2006)
 BX1426
 BX1426'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BX1426'NO WITNESS POST.  COULD NOT FIND OTHER REFERENCE OBJECTS FOR
 BX1426'MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1423 ***********************************************************************
 BX1423  DESIGNATION -  C 3418 LAGS
 BX1423  PID         -  BX1423
 BX1423  STATE/COUNTY-  LA/WINN
 BX1423  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1423
 BX1423                         *CURRENT SURVEY CONTROL
 BX1423  ___________________________________________________________________
 BX1423* NAD 83(1986)-  31 45 32.     (N)    092 45 44.     (W)     SCALED    
 BX1423* NAVD 88     -        77.87   (+/-2cm)     255.5    (feet)  VERTCON   
 BX1423  ___________________________________________________________________
 BX1423  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1423
 BX1423  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1423
 BX1423.The horizontal coordinates were scaled from a topographic map and have
 BX1423.an estimated accuracy of +/- 6 seconds.
 BX1423
 BX1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1423.The vertical order pertains to the NGVD 29 superseded value.
 BX1423
 BX1423.The geoid height was determined by GEOID03.
 BX1423
 BX1423;                    North         East    Units  Estimated Accuracy
 BX1423;SPC LA N     -   139,610.      975,160.      MT  (+/- 180 meters Scaled)
 BX1423
 BX1423                          SUPERSEDED SURVEY CONTROL
 BX1423
 BX1423  NGVD 29 (??/??/??)   77.883  (m)          255.52   (f) ADJUSTED    1 2
 BX1423
 BX1423.Superseded values are not recommended for survey control.
 BX1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1423.See file dsdata.txt to determine how the superseded data were derived.
 BX1423
 BX1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR225137(NAD 83)
 BX1423_MARKER: DD = SURVEY DISK
 BX1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1423_STAMPING: C 3418 255.521
 BX1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1423+STABILITY: SURFACE MOTION
 BX1423
 BX1423  HISTORY     - Date     Condition        Report By
 BX1423  HISTORY     - UNK      MONUMENTED       LAGS
 BX1423  HISTORY     - 1956     GOOD             CGS
 BX1423  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1423
 BX1423                          STATION DESCRIPTION
 BX1423
 BX1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1423'4.35 MI SW FROM ATLANTA.
 BX1423'LOCATED 4.35 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH
 BX1423'SCHOOL IN ATLANTA, 170 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BX1423'HOUSE, 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET NORTH
 BX1423'OF THE CENTER OF THE DRIVEWAY LEADING TO THE HOUSE, 4 FEET EAST OF A
 BX1423'FENCE LINE AND 1 FOOT NORTH OF A WITNESS POST.  IT IS A STANDARD
 BX1423'LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 BX1423'WITH THE SURFACE OF THE GROUND.
 BX1423
 BX1423                          STATION RECOVERY (2001)
 BX1423
 BX1423'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1422 ***********************************************************************
 BX1422  DESIGNATION -  C 3419 LAGS
 BX1422  PID         -  BX1422
 BX1422  STATE/COUNTY-  LA/WINN
 BX1422  USGS QUAD   -  VERDA (1983)
 BX1422
 BX1422                         *CURRENT SURVEY CONTROL
 BX1422  ___________________________________________________________________
 BX1422* NAD 83(1986)-  31 44 47.     (N)    092 45 49.     (W)     SCALED    
 BX1422* NAVD 88     -        71.87   (+/-2cm)     235.8    (feet)  VERTCON   
 BX1422  ___________________________________________________________________
 BX1422  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1422
 BX1422  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1422
 BX1422.The horizontal coordinates were scaled from a topographic map and have
 BX1422.an estimated accuracy of +/- 6 seconds.
 BX1422
 BX1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1422.The vertical order pertains to the NGVD 29 superseded value.
 BX1422
 BX1422.The geoid height was determined by GEOID03.
 BX1422
 BX1422;                    North         East    Units  Estimated Accuracy
 BX1422;SPC LA N     -   138,220.      975,020.      MT  (+/- 180 meters Scaled)
 BX1422
 BX1422                          SUPERSEDED SURVEY CONTROL
 BX1422
 BX1422  NGVD 29 (??/??/??)   71.889  (m)          235.86   (f) ADJUSTED    1 2
 BX1422
 BX1422.Superseded values are not recommended for survey control.
 BX1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1422.See file dsdata.txt to determine how the superseded data were derived.
 BX1422
 BX1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR223123(NAD 83)
 BX1422_MARKER: DD = SURVEY DISK
 BX1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1422_STAMPING: C 3419 235.856
 BX1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1422+STABILITY: SURFACE MOTION
 BX1422
 BX1422  HISTORY     - Date     Condition        Report By
 BX1422  HISTORY     - UNK      MONUMENTED       LAGS
 BX1422  HISTORY     - 1956     GOOD             CGS
 BX1422  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1422
 BX1422                          STATION DESCRIPTION
 BX1422
 BX1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1422'5.2 MI SW FROM ATLANTA.
 BX1422'LOCATED 5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL
 BX1422'IN ATLANTA, 30 FEET EAST OF THE CENTER OF THE HIGHWAY, 66 FEET SOUTH
 BX1422'OF THE CENTER OF A ROAD LEADING EAST, 69 FEET NORTHWEST OF A TELEPHONE
 BX1422'POLE AND 58 FEET NORTH OF A 12-INCH TRIANGULAR BLAZED PINE TREE. IT IS
 BX1422'A STANDARD LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE
 BX1422'POST PROJECTING 6 INCHES AND ABOUT 2 FEET ABOVE THE LEVEL
 BX1422'OF THE ROAD.
 BX1422
 BX1422                          STATION RECOVERY (2001)
 BX1422
 BX1422'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1419 ***********************************************************************
 BX1419  DESIGNATION -  C 3420 LAGS RESET 1956
 BX1419  PID         -  BX1419
 BX1419  STATE/COUNTY-  LA/WINN
 BX1419  USGS QUAD   -  VERDA (1983)
 BX1419
 BX1419                         *CURRENT SURVEY CONTROL
 BX1419  ___________________________________________________________________
 BX1419* NAD 83(1986)-  31 44 09.     (N)    092 45 55.     (W)     SCALED    
 BX1419* NAVD 88     -        80.53   (+/-2cm)     264.2    (feet)  VERTCON   
 BX1419  ___________________________________________________________________
 BX1419  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1419
 BX1419  VERT ORDER  -  THIRD (See Below)
 BX1419
 BX1419.The horizontal coordinates were scaled from a topographic map and have
 BX1419.an estimated accuracy of +/- 6 seconds.
 BX1419
 BX1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1419.The vertical order pertains to the NGVD 29 superseded value.
 BX1419
 BX1419.The geoid height was determined by GEOID03.
 BX1419
 BX1419;                    North         East    Units  Estimated Accuracy
 BX1419;SPC LA N     -   137,050.      974,860.      MT  (+/- 180 meters Scaled)
 BX1419
 BX1419                          SUPERSEDED SURVEY CONTROL
 BX1419
 BX1419  NGVD 29 (??/??/??)   80.55   (m)          264.3    (f) RESET       3  
 BX1419
 BX1419.Superseded values are not recommended for survey control.
 BX1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1419.See file dsdata.txt to determine how the superseded data were derived.
 BX1419
 BX1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR222111(NAD 83)
 BX1419_MARKER: DD = SURVEY DISK
 BX1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1419_STAMPING: C 3420 RESET 1956
 BX1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1419+STABILITY: SURFACE MOTION
 BX1419
 BX1419  HISTORY     - Date     Condition        Report By
 BX1419  HISTORY     - 1956     MONUMENTED       CGS
 BX1419
 BX1419                          STATION DESCRIPTION
 BX1419
 BX1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1419'2.9 MI NE FROM NEW VERDA.
 BX1419'IN WINN PARISH, 2.9 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE
 BX1419'POST OFFICE AT NEW VERDA, GRANT PARISH, 97 FEET NORTH OF A POLE, 33
 BX1419'FEET SOUTH OF ANOTHER POLE, 15 FEET NORTH OF A TRIAGULAR-BLAZED 8-INCH
 BX1419'PINE TREE, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3
 BX1419'FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED C
 BX1419'3420 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX1419'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1417 ***********************************************************************
 BX1417  DESIGNATION -  C 3421 LAGS
 BX1417  PID         -  BX1417
 BX1417  STATE/COUNTY-  LA/WINN
 BX1417  USGS QUAD   -  VERDA (1983)
 BX1417
 BX1417                         *CURRENT SURVEY CONTROL
 BX1417  ___________________________________________________________________
 BX1417* NAD 83(1986)-  31 43 30.     (N)    092 46 02.     (W)     SCALED    
 BX1417* NAVD 88     -        67.74   (+/-2cm)     222.2    (feet)  VERTCON   
 BX1417  ___________________________________________________________________
 BX1417  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1417
 BX1417  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1417
 BX1417.The horizontal coordinates were scaled from a topographic map and have
 BX1417.an estimated accuracy of +/- 6 seconds.
 BX1417
 BX1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1417.The vertical order pertains to the NGVD 29 superseded value.
 BX1417
 BX1417.The geoid height was determined by GEOID03.
 BX1417
 BX1417;                    North         East    Units  Estimated Accuracy
 BX1417;SPC LA N     -   135,850.      974,680.      MT  (+/- 180 meters Scaled)
 BX1417
 BX1417                          SUPERSEDED SURVEY CONTROL
 BX1417
 BX1417  NGVD 29 (??/??/??)   67.755  (m)          222.29   (f) ADJUSTED    1 2
 BX1417
 BX1417.Superseded values are not recommended for survey control.
 BX1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1417.See file dsdata.txt to determine how the superseded data were derived.
 BX1417
 BX1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR220099(NAD 83)
 BX1417_MARKER: DD = SURVEY DISK
 BX1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1417_STAMPING: C 3421
 BX1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1417+STABILITY: SURFACE MOTION
 BX1417
 BX1417  HISTORY     - Date     Condition        Report By
 BX1417  HISTORY     - UNK      MONUMENTED       LAGS
 BX1417  HISTORY     - 1949     GOOD             CGS
 BX1417  HISTORY     - 1956     GOOD             CGS
 BX1417  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1417  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1417
 BX1417                          STATION DESCRIPTION
 BX1417
 BX1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1417'2.15 MI NE FROM NEW VERDA.
 BX1417'2.15 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1417'VERDA, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 64.0 FEET SOUTH
 BX1417'OF A 20 INCH TRIANGULAR BLAZED PINE TREE, 39.0 FEET SOUTHEAST OF A 20
 BX1417'INCH TRIANGULAR BLAZED PINE TREE, 11.0 FEET WEST OF A WITNESS POST,
 BX1417'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 BX1417'GROUND.
 BX1417
 BX1417                          STATION RECOVERY (1956)
 BX1417
 BX1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BX1417'RECOVERED IN GOOD CONDITION.
 BX1417
 BX1417                          STATION RECOVERY (1981)
 BX1417
 BX1417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1417'MARK NOT FOUND.
 BX1417
 BX1417                          STATION RECOVERY (2001)
 BX1417
 BX1417'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1415 ***********************************************************************
 BX1415  DESIGNATION -  C 3422 LAGS
 BX1415  PID         -  BX1415
 BX1415  STATE/COUNTY-  LA/WINN
 BX1415  USGS QUAD   -  VERDA (1983)
 BX1415
 BX1415                         *CURRENT SURVEY CONTROL
 BX1415  ___________________________________________________________________
 BX1415* NAD 83(1986)-  31 42 46.     (N)    092 45 47.     (W)     SCALED    
 BX1415* NAVD 88     -        52.57   (+/-2cm)     172.5    (feet)  VERTCON   
 BX1415  ___________________________________________________________________
 BX1415  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1415
 BX1415  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1415
 BX1415.The horizontal coordinates were scaled from a topographic map and have
 BX1415.an estimated accuracy of +/- 6 seconds.
 BX1415
 BX1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1415.The vertical order pertains to the NGVD 29 superseded value.
 BX1415
 BX1415.The geoid height was determined by GEOID03.
 BX1415
 BX1415;                    North         East    Units  Estimated Accuracy
 BX1415;SPC LA N     -   134,500.      975,070.      MT  (+/- 180 meters Scaled)
 BX1415
 BX1415                          SUPERSEDED SURVEY CONTROL
 BX1415
 BX1415  NGVD 29 (??/??/??)   52.580  (m)          172.51   (f) ADJUSTED    1 2
 BX1415
 BX1415.Superseded values are not recommended for survey control.
 BX1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1415.See file dsdata.txt to determine how the superseded data were derived.
 BX1415
 BX1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR224086(NAD 83)
 BX1415_MARKER: DD = SURVEY DISK
 BX1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1415_STAMPING: C 3422 172.506
 BX1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1415+STABILITY: SURFACE MOTION
 BX1415
 BX1415  HISTORY     - Date     Condition        Report By
 BX1415  HISTORY     - UNK      MONUMENTED       LAGS
 BX1415  HISTORY     - 1956     GOOD             CGS
 BX1415
 BX1415                          STATION DESCRIPTION
 BX1415
 BX1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1415'1.35 MI NE FROM NEW VERDA.
 BX1415'LOCATED 1.35 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 BX1415'IN NEW VERDA, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY, 35 FEET EAST
 BX1415'OF THE CENTERLINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTER OF A
 BX1415'DRIVEWAY TO CATTLE PENS, 5 FEET NORTHWEST OF A WITNESS POST AND 216
 BX1415'FEET SOUTH OF THE CENTER OF A SIDE ROAD LEADING EAST. IT IS A
 BX1415'LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 BX1415'PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1414 ***********************************************************************
 BX1414  DESIGNATION -  C 3423 LAGS
 BX1414  PID         -  BX1414
 BX1414  STATE/COUNTY-  LA/GRANT
 BX1414  USGS QUAD   -  VERDA (1983)
 BX1414
 BX1414                         *CURRENT SURVEY CONTROL
 BX1414  ___________________________________________________________________
 BX1414* NAD 83(1986)-  31 42 14.     (N)    092 45 54.     (W)     SCALED    
 BX1414* NAVD 88     -        51.49   (+/-2cm)     168.9    (feet)  VERTCON   
 BX1414  ___________________________________________________________________
 BX1414  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX1414
 BX1414  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1414
 BX1414.The horizontal coordinates were scaled from a topographic map and have
 BX1414.an estimated accuracy of +/- 6 seconds.
 BX1414
 BX1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1414.The vertical order pertains to the NGVD 29 superseded value.
 BX1414
 BX1414.The geoid height was determined by GEOID03.
 BX1414
 BX1414;                    North         East    Units  Estimated Accuracy
 BX1414;SPC LA N     -   133,510.      974,880.      MT  (+/- 180 meters Scaled)
 BX1414
 BX1414                          SUPERSEDED SURVEY CONTROL
 BX1414
 BX1414  NGVD 29 (??/??/??)   51.500  (m)          168.96   (f) ADJUSTED    1 2
 BX1414
 BX1414.Superseded values are not recommended for survey control.
 BX1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1414.See file dsdata.txt to determine how the superseded data were derived.
 BX1414
 BX1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR222076(NAD 83)
 BX1414_MARKER: DD = SURVEY DISK
 BX1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1414_STAMPING: C 3423
 BX1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1414+STABILITY: SURFACE MOTION
 BX1414
 BX1414  HISTORY     - Date     Condition        Report By
 BX1414  HISTORY     - UNK      MONUMENTED       LAGS
 BX1414  HISTORY     - 1949     GOOD             CGS
 BX1414  HISTORY     - 1956     GOOD             CGS
 BX1414  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1414  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1414
 BX1414                          STATION DESCRIPTION
 BX1414
 BX1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1414'0.85 MI NE FROM NEW VERDA.
 BX1414'0.85 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1414'VERDA, 104.0 FEET SOUTH OF A POWER POLE, 35 FEET WEST OF THE CENTER
 BX1414'LINE OF THE HIGHWAY, 74.0 FEET WEST OF AND ACROSS THE ROAD FROM THE
 BX1414'NORTHWEST CORNER OF A BARN, 14.0 FEET EAST OF A FENCE, 5.0 FEET SOUTH
 BX1414'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX1414'0.2 FOOT ABOVE THE GROUND.
 BX1414
 BX1414                          STATION RECOVERY (1956)
 BX1414
 BX1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BX1414'RECOVERED IN GOOD CONDITION.
 BX1414
 BX1414                          STATION RECOVERY (1981)
 BX1414
 BX1414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1414'MARK NOT FOUND.
 BX1414
 BX1414                          STATION RECOVERY (2001)
 BX1414
 BX1414'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0081 ***********************************************************************
 BX0081  DESIGNATION -  C 3424 LAGS
 BX0081  PID         -  BX0081
 BX0081  STATE/COUNTY-  LA/LA SALLE
 BX0081  USGS QUAD   -  TULLOS (1984)
 BX0081
 BX0081                         *CURRENT SURVEY CONTROL
 BX0081  ___________________________________________________________________
 BX0081* NAD 83(1986)-  31 49 21.     (N)    092 19 27.     (W)     SCALED    
 BX0081* NAVD 88     -        38.93   (+/-2cm)     127.7    (feet)  VERTCON   
 BX0081  ___________________________________________________________________
 BX0081  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0081
 BX0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0081
 BX0081.The horizontal coordinates were scaled from a topographic map and have
 BX0081.an estimated accuracy of +/- 6 seconds.
 BX0081
 BX0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0081.The vertical order pertains to the NGVD 29 superseded value.
 BX0081
 BX0081.The geoid height was determined by GEOID03.
 BX0081
 BX0081;                    North         East    Units  Estimated Accuracy
 BX0081;SPC LA N     -   146,650.    1,016,650.      MT  (+/- 180 meters Scaled)
 BX0081
 BX0081                          SUPERSEDED SURVEY CONTROL
 BX0081
 BX0081  NGVD 29 (??/??/??)   38.940  (m)          127.76   (f) ADJUSTED    2 0
 BX0081
 BX0081.Superseded values are not recommended for survey control.
 BX0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0081.See file dsdata.txt to determine how the superseded data were derived.
 BX0081
 BX0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR639209(NAD 83)
 BX0081_MARKER: DD = SURVEY DISK
 BX0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0081+STABILITY: SURFACE MOTION
 BX0081
 BX0081  HISTORY     - Date     Condition        Report By
 BX0081  HISTORY     - UNK      MONUMENTED       LAGS
 BX0081  HISTORY     - 1965     MARK NOT FOUND   CGS
 BX0081
 BX0081                          STATION DESCRIPTION
 BX0081
 BX0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0081'0.5 MI N FROM TULLOS.
 BX0081'0.5 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT TULLOS,
 BX0081'AT THE INTERSECTION OF U.S. HIGHWAYS 165 AND 84, 19.9 FEET SOUTH OF
 BX0081'THE CENTER LINE OF U.S. HIGHWAY 84, 35.4 FEET EAST OF THE CENTER LINE
 BX0081'OF U.S. HIGHWAY 165, SET IN THE TOP OF A CONCRETE POST, WHICH IS FLUSH
 BX0081'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1413 ***********************************************************************
 BX1413  DESIGNATION -  C 3424 LAGS RESET 1956
 BX1413  PID         -  BX1413
 BX1413  STATE/COUNTY-  LA/GRANT
 BX1413  USGS QUAD   -  VERDA (1983)
 BX1413
 BX1413                         *CURRENT SURVEY CONTROL
 BX1413  ___________________________________________________________________
 BX1413* NAD 83(1986)-  31 42 02.     (N)    092 45 49.     (W)     SCALED    
 BX1413* NAVD 88     -        61.80   (+/-2cm)     202.8    (feet)  VERTCON   
 BX1413  ___________________________________________________________________
 BX1413  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1413
 BX1413  VERT ORDER  -  THIRD (See Below)
 BX1413
 BX1413.The horizontal coordinates were scaled from a topographic map and have
 BX1413.an estimated accuracy of +/- 6 seconds.
 BX1413
 BX1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1413.The vertical order pertains to the NGVD 29 superseded value.
 BX1413
 BX1413.The geoid height was determined by GEOID03.
 BX1413
 BX1413;                    North         East    Units  Estimated Accuracy
 BX1413;SPC LA N     -   133,140.      975,010.      MT  (+/- 180 meters Scaled)
 BX1413
 BX1413                          SUPERSEDED SURVEY CONTROL
 BX1413
 BX1413  NGVD 29 (??/??/??)   61.81   (m)          202.8    (f) RESET       3  
 BX1413
 BX1413.Superseded values are not recommended for survey control.
 BX1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1413.See file dsdata.txt to determine how the superseded data were derived.
 BX1413
 BX1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR224072(NAD 83)
 BX1413_MARKER: DD = SURVEY DISK
 BX1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1413_STAMPING: C 3424 RESET 1956
 BX1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1413+STABILITY: SURFACE MOTION
 BX1413
 BX1413  HISTORY     - Date     Condition        Report By
 BX1413  HISTORY     - 1956     MONUMENTED       CGS
 BX1413
 BX1413                          STATION DESCRIPTION
 BX1413
 BX1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1413'0.6 MI NE FROM NEW VERDA.
 BX1413'0.6 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1413'VERDA, GRANT PARISH, AT THE NORTH END OF A GRADE, 109 FEET SOUTH OF A
 BX1413'LARGE OAK TREE IN FRONT OF A WHITE FRAME HOUSE WITH GREEN TRIM, 34
 BX1413'FEET SOUTH OF A TELEPHONE POLE WHERE THE POWER LINE CROSSES THE
 BX1413'HIGHWAY AND THE TELEPHONE LINE, 32 FEET EAST OF THE CENTER LINE OF THE
 BX1413'HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY
 BX1413'STANDARD DISK, STAMPED C 3424 RESET 1956 AND SET IN THE TOP OF A
 BX1413'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1638 ***********************************************************************
 BX1638  DESIGNATION -  C 3428 LAGS
 BX1638  PID         -  BX1638
 BX1638  STATE/COUNTY-  LA/GRANT
 BX1638  USGS QUAD   -  VERDA (1983)
 BX1638
 BX1638                         *CURRENT SURVEY CONTROL
 BX1638  ___________________________________________________________________
 BX1638* NAD 83(1986)-  31 41 24.     (N)    092 45 34.     (W)     SCALED    
 BX1638* NAVD 88     -        45.51   (+/-2cm)     149.3    (feet)  VERTCON   
 BX1638  ___________________________________________________________________
 BX1638  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1638
 BX1638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1638
 BX1638.The horizontal coordinates were scaled from a topographic map and have
 BX1638.an estimated accuracy of +/- 6 seconds.
 BX1638
 BX1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1638.The vertical order pertains to the NGVD 29 superseded value.
 BX1638
 BX1638.The geoid height was determined by GEOID03.
 BX1638
 BX1638;                    North         East    Units  Estimated Accuracy
 BX1638;SPC LA N     -   131,970.      975,400.      MT  (+/- 180 meters Scaled)
 BX1638
 BX1638                          SUPERSEDED SURVEY CONTROL
 BX1638
 BX1638  NGVD 29 (??/??/??)   45.525  (m)          149.36   (f) ADJUSTED    2 0
 BX1638
 BX1638.Superseded values are not recommended for survey control.
 BX1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1638.See file dsdata.txt to determine how the superseded data were derived.
 BX1638
 BX1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR227061(NAD 83)
 BX1638_MARKER: DD = SURVEY DISK
 BX1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1638_STAMPING: C 3428
 BX1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1638+STABILITY: SURFACE MOTION
 BX1638
 BX1638  HISTORY     - Date     Condition        Report By
 BX1638  HISTORY     - UNK      MONUMENTED       LAGS
 BX1638  HISTORY     - 1949     GOOD             CGS
 BX1638  HISTORY     - 1959     GOOD             CGS
 BX1638  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1638  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1638
 BX1638                          STATION DESCRIPTION
 BX1638
 BX1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1638'0.25 MI SE FROM NEW VERDA.
 BX1638'0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1638'VERDA, 31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST
 BX1638'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 5.0 FEET NORTH OF A FENCE,
 BX1638'5.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1638'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BX1638
 BX1638                          STATION RECOVERY (1959)
 BX1638
 BX1638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 BX1638'RECOVERED IN GOOD CONDITION.
 BX1638
 BX1638                          STATION RECOVERY (1981)
 BX1638
 BX1638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1638'MARK NOT FOUND.
 BX1638
 BX1638                          STATION RECOVERY (2001)
 BX1638
 BX1638'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1637 ***********************************************************************
 BX1637  DESIGNATION -  C 3430 LAGS
 BX1637  PID         -  BX1637
 BX1637  STATE/COUNTY-  LA/GRANT
 BX1637  USGS QUAD   -  VERDA (1983)
 BX1637
 BX1637                         *CURRENT SURVEY CONTROL
 BX1637  ___________________________________________________________________
 BX1637* NAD 83(1986)-  31 41 26.     (N)    092 45 02.     (W)     SCALED    
 BX1637* NAVD 88     -        50.57   (+/-2cm)     165.9    (feet)  VERTCON   
 BX1637  ___________________________________________________________________
 BX1637  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1637
 BX1637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1637
 BX1637.The horizontal coordinates were scaled from a topographic map and have
 BX1637.an estimated accuracy of +/- 6 seconds.
 BX1637
 BX1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1637.The vertical order pertains to the NGVD 29 superseded value.
 BX1637
 BX1637.The geoid height was determined by GEOID03.
 BX1637
 BX1637;                    North         East    Units  Estimated Accuracy
 BX1637;SPC LA N     -   132,030.      976,250.      MT  (+/- 180 meters Scaled)
 BX1637
 BX1637                          SUPERSEDED SURVEY CONTROL
 BX1637
 BX1637  NGVD 29 (??/??/??)   50.584  (m)          165.96   (f) ADJUSTED    2 0
 BX1637
 BX1637.Superseded values are not recommended for survey control.
 BX1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1637.See file dsdata.txt to determine how the superseded data were derived.
 BX1637
 BX1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR236061(NAD 83)
 BX1637_MARKER: DD = SURVEY DISK
 BX1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1637_STAMPING: C 3430 165.95
 BX1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1637+STABILITY: SURFACE MOTION
 BX1637
 BX1637  HISTORY     - Date     Condition        Report By
 BX1637  HISTORY     - UNK      MONUMENTED       LAGS
 BX1637  HISTORY     - 1956     GOOD             CGS
 BX1637  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1637  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1637
 BX1637                          STATION DESCRIPTION
 BX1637
 BX1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1637'0.8 MI SE FROM NEW VERDA.
 BX1637'LOCATED 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 BX1637'IN NEW VERDA, AT THE OUTSIDE OF A CURVE AND IN THE MIDDLE OF A GRADE,
 BX1637'31 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 29 FEET NORTHWEST OF A
 BX1637'TELEPHONE POLE AND GUY POLE FOR THE POWER LINE.  IT IS A LOUISIANA
 BX1637'GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 BX1637'INCHES AND ABOUT LEVEL WITH THE ROAD.  IT IS 5 FEET NORTH OF A WITNESS
 BX1637'POST.
 BX1637
 BX1637                          STATION RECOVERY (1981)
 BX1637
 BX1637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1637'MARK NOT FOUND.
 BX1637
 BX1637                          STATION RECOVERY (2001)
 BX1637
 BX1637'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0045 ***********************************************************************
 BX0045  DESIGNATION -  C 3434 LAGS
 BX0045  PID         -  BX0045
 BX0045  STATE/COUNTY-  LA/GRANT
 BX0045  USGS QUAD   -  MUDVILLE (1985)
 BX0045
 BX0045                         *CURRENT SURVEY CONTROL
 BX0045  ___________________________________________________________________
 BX0045* NAD 83(1986)-  31 41 49.     (N)    092 24 33.     (W)     SCALED    
 BX0045* NAVD 88     -        44.06   (+/-2cm)     144.6    (feet)  VERTCON   
 BX0045  ___________________________________________________________________
 BX0045  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX0045
 BX0045  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0045
 BX0045.The horizontal coordinates were scaled from a topographic map and have
 BX0045.an estimated accuracy of +/- 6 seconds.
 BX0045
 BX0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0045.The vertical order pertains to the NGVD 29 superseded value.
 BX0045
 BX0045.The geoid height was determined by GEOID03.
 BX0045
 BX0045;                    North         East    Units  Estimated Accuracy
 BX0045;SPC LA N     -   132,720.    1,008,610.      MT  (+/- 180 meters Scaled)
 BX0045
 BX0045                          SUPERSEDED SURVEY CONTROL
 BX0045
 BX0045  NGVD 29 (??/??/??)   44.068  (m)          144.58   (f) ADJUSTED    1 2
 BX0045
 BX0045.Superseded values are not recommended for survey control.
 BX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0045.See file dsdata.txt to determine how the superseded data were derived.
 BX0045
 BX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR559069(NAD 83)
 BX0045_MARKER: DD = SURVEY DISK
 BX0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0045_STAMPING: C 3434
 BX0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0045+STABILITY: SURFACE MOTION
 BX0045
 BX0045  HISTORY     - Date     Condition        Report By
 BX0045  HISTORY     - UNK      MONUMENTED       LAGS
 BX0045  HISTORY     - 1965     GOOD             CGS
 BX0045
 BX0045                          STATION DESCRIPTION
 BX0045
 BX0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0045'5.35 MI SW FROM GEORGETOWN.
 BX0045'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0045'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST
 BX0045'ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165,
 BX0045'THENCE 0.6 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 6, T 8 N,
 BX0045'R 1 E, ABOUT 0.1 MILE SOUTHWEST OF FOREST SERVICE ROAD NUMBER 130, ON
 BX0045'THE CREST OF A HILL, 32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BX0045'13.3 FEET SOUTH OF A 12-INCH OAK TREE BEARING A WITNESS SHIELD, 2.8
 BX0045'FEET WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 BX0045'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0054 ***********************************************************************
 BX0054  DESIGNATION -  C 3438 LAGS
 BX0054  PID         -  BX0054
 BX0054  STATE/COUNTY-  LA/GRANT
 BX0054  USGS QUAD   -  MUDVILLE (1985)
 BX0054
 BX0054                         *CURRENT SURVEY CONTROL
 BX0054  ___________________________________________________________________
 BX0054* NAD 83(1986)-  31 44 20.     (N)    092 23 16.     (W)     SCALED    
 BX0054* NAVD 88     -        23.86   (+/-2cm)      78.3    (feet)  VERTCON   
 BX0054  ___________________________________________________________________
 BX0054  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX0054
 BX0054  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0054
 BX0054.The horizontal coordinates were scaled from a topographic map and have
 BX0054.an estimated accuracy of +/- 6 seconds.
 BX0054
 BX0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0054.The vertical order pertains to the NGVD 29 superseded value.
 BX0054
 BX0054.The geoid height was determined by GEOID03.
 BX0054
 BX0054;                    North         East    Units  Estimated Accuracy
 BX0054;SPC LA N     -   137,370.    1,010,630.      MT  (+/- 180 meters Scaled)
 BX0054
 BX0054                          SUPERSEDED SURVEY CONTROL
 BX0054
 BX0054  NGVD 29 (??/??/??)   23.866  (m)           78.30   (f) ADJUSTED    1 2
 BX0054
 BX0054.Superseded values are not recommended for survey control.
 BX0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0054.See file dsdata.txt to determine how the superseded data were derived.
 BX0054
 BX0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR579116(NAD 83)
 BX0054_MARKER: DD = SURVEY DISK
 BX0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0054_STAMPING: C 3438
 BX0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0054+STABILITY: SURFACE MOTION
 BX0054
 BX0054  HISTORY     - Date     Condition        Report By
 BX0054  HISTORY     - UNK      MONUMENTED       LAGS
 BX0054  HISTORY     - 1965     GOOD             CGS
 BX0054
 BX0054                          STATION DESCRIPTION
 BX0054
 BX0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0054'2.0 MI S FROM GEORGETOWN.
 BX0054'ABOUT 2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0054'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 20, T 9 N, R 1 E,
 BX0054'ABOUT 0.4 MILE NORTH OF MILEPOST 564, IN THE WEST EDGE OF A SMALL
 BX0054'TRIANGULAR-SHAPED PLOT OF GROUND SEPARATING A GRAVELED ROAD AND AN OLD
 BX0054'PAVED ROAD, 77 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 300 FEET
 BX0054'NORTH OF A POWER POLE BRACED BY 3 GUY WIRES, 116 FEET WEST-NORTHWEST
 BX0054'OF THE CENTER LINE OF THE GRAVELED ROAD, 24 FEET EAST OF THE CENTER
 BX0054'LINE OF THE OLD PAVED ROAD, 6.0 FEET SOUTH OF A CONCRETE WITNESS POST,
 BX0054'2.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE PAVED
 BX0054'ROAD, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 BX0054'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0064 ***********************************************************************
 BX0064  DESIGNATION -  C 3442 LAGS
 BX0064  PID         -  BX0064
 BX0064  STATE/COUNTY-  LA/GRANT
 BX0064  USGS QUAD   -  GEORGETOWN (1984)
 BX0064
 BX0064                         *CURRENT SURVEY CONTROL
 BX0064  ___________________________________________________________________
 BX0064* NAD 83(1986)-  31 46 48.     (N)    092 22 38.     (W)     SCALED    
 BX0064* NAVD 88     -        24.80   (+/-2cm)      81.4    (feet)  VERTCON   
 BX0064  ___________________________________________________________________
 BX0064  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0064
 BX0064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0064
 BX0064.The horizontal coordinates were scaled from a topographic map and have
 BX0064.an estimated accuracy of +/- 6 seconds.
 BX0064
 BX0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0064.The vertical order pertains to the NGVD 29 superseded value.
 BX0064
 BX0064.The geoid height was determined by GEOID03.
 BX0064
 BX0064;                    North         East    Units  Estimated Accuracy
 BX0064;SPC LA N     -   141,930.    1,011,630.      MT  (+/- 180 meters Scaled)
 BX0064
 BX0064                          SUPERSEDED SURVEY CONTROL
 BX0064
 BX0064  NGVD 29 (??/??/??)   24.808  (m)           81.39   (f) ADJUSTED    2 0
 BX0064
 BX0064.Superseded values are not recommended for survey control.
 BX0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0064.See file dsdata.txt to determine how the superseded data were derived.
 BX0064
 BX0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR589162(NAD 83)
 BX0064_MARKER: DD = SURVEY DISK
 BX0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0064+STABILITY: SURFACE MOTION
 BX0064
 BX0064  HISTORY     - Date     Condition        Report By
 BX0064  HISTORY     - UNK      MONUMENTED       LAGS
 BX0064  HISTORY     - 1965     MARK NOT FOUND   CGS
 BX0064
 BX0064                          STATION DESCRIPTION
 BX0064
 BX0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0064'1.1 MI N FROM GEORGETOWN.
 BX0064'1.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 BX0064'AT GEORGETOWN, BETWEEN THE RAILROAD AND U.S. HIGHWAY 165, 49 FEET WEST
 BX0064'OF THE WEST RAIL OF THE MAIN TRACK, 100 FEET NW OF THE 7TH POLE S OF
 BX0064'MILEPOST 560-10, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2.3
 BX0064'FEET W OF A FENCE, 4.8 FEET N OF A WITNESS POST, SET IN THE TOP OF A
 BX0064'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  THIS MARK IS
 BX0064'0.5 MILE SOUTH OF BENCH MARK C 3415.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0333 ***********************************************************************
 BX0333  DESIGNATION -  C 3455 LAGS RESET 1957
 BX0333  PID         -  BX0333
 BX0333  STATE/COUNTY-  LA/WINN
 BX0333  USGS QUAD   -  TULLOS (1984)
 BX0333
 BX0333                         *CURRENT SURVEY CONTROL
 BX0333  ___________________________________________________________________
 BX0333* NAD 83(1986)-  31 49 41.     (N)    092 21 03.     (W)     SCALED    
 BX0333* NAVD 88     -        25.95   (+/-2cm)      85.1    (feet)  VERTCON   
 BX0333  ___________________________________________________________________
 BX0333  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0333
 BX0333  VERT ORDER  -  THIRD (See Below)
 BX0333
 BX0333.The horizontal coordinates were scaled from a topographic map and have
 BX0333.an estimated accuracy of +/- 6 seconds.
 BX0333
 BX0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0333.The vertical order pertains to the NGVD 29 superseded value.
 BX0333
 BX0333.The geoid height was determined by GEOID03.
 BX0333
 BX0333;                    North         East    Units  Estimated Accuracy
 BX0333;SPC LA N     -   147,260.    1,014,120.      MT  (+/- 180 meters Scaled)
 BX0333
 BX0333                          SUPERSEDED SURVEY CONTROL
 BX0333
 BX0333  NGVD 29 (??/??/??)   25.97   (m)           85.2    (f) RESET       3  
 BX0333
 BX0333.Superseded values are not recommended for survey control.
 BX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0333.See file dsdata.txt to determine how the superseded data were derived.
 BX0333
 BX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR614215(NAD 83)
 BX0333_MARKER: DD = SURVEY DISK
 BX0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0333_STAMPING: C 3455 RESET 1957
 BX0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0333+STABILITY: SURFACE MOTION
 BX0333
 BX0333  HISTORY     - Date     Condition        Report By
 BX0333  HISTORY     - 1957     MONUMENTED       CGS
 BX0333
 BX0333                          STATION DESCRIPTION
 BX0333
 BX0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0333'1.35 MI W FROM TALLOS.
 BX0333'LOCATED 1.85 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0333'U.S. HIGHWAYS 84 AND 165 AT TULLOS, 0.6 MILE WEST OF THE STEEL BRIDGE
 BX0333'OVER CASTOR CREEK, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF THE
 BX0333'HIGHWAY AND A SIDE ROAD LEADING SOUTH.  IT IS 165 FEET EAST OF THE
 BX0333'CENTER OF THE DIRT ROAD, 46 FEET SOUTH OF THE CENTERLINE OF THE
 BX0333'HIGHWAY, 9 FEET SOUTHEAST OF A POWER POLE, 2 FEET SOUTH OF A FENCE
 BX0333'LINE, AND 6 FEET SOUTHEAST OF A CONCRETE WITNESS POST, AND SET IN THE
 BX0333'TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0337 ***********************************************************************
 BX0337  DESIGNATION -  C 3456 LAGS RESET 1957
 BX0337  PID         -  BX0337
 BX0337  STATE/COUNTY-  LA/WINN
 BX0337  USGS QUAD   -  TULLOS (1984)
 BX0337
 BX0337                         *CURRENT SURVEY CONTROL
 BX0337  ___________________________________________________________________
 BX0337* NAD 83(1986)-  31 49 59.     (N)    092 22 08.     (W)     SCALED    
 BX0337* NAVD 88     -        24.23   (+/-2cm)      79.5    (feet)  VERTCON   
 BX0337  ___________________________________________________________________
 BX0337  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0337
 BX0337  VERT ORDER  -  THIRD (See Below)
 BX0337
 BX0337.The horizontal coordinates were scaled from a topographic map and have
 BX0337.an estimated accuracy of +/- 6 seconds.
 BX0337
 BX0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0337.The vertical order pertains to the NGVD 29 superseded value.
 BX0337
 BX0337.The geoid height was determined by GEOID03.
 BX0337
 BX0337;                    North         East    Units  Estimated Accuracy
 BX0337;SPC LA N     -   147,810.    1,012,410.      MT  (+/- 180 meters Scaled)
 BX0337
 BX0337                          SUPERSEDED SURVEY CONTROL
 BX0337
 BX0337  NGVD 29 (??/??/??)   24.25   (m)           79.6    (f) RESET       3  
 BX0337
 BX0337.Superseded values are not recommended for survey control.
 BX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0337.See file dsdata.txt to determine how the superseded data were derived.
 BX0337
 BX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR597221(NAD 83)
 BX0337_MARKER: DD = SURVEY DISK
 BX0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0337_STAMPING: C 3456 RESET 1957
 BX0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0337+STABILITY: SURFACE MOTION
 BX0337
 BX0337  HISTORY     - Date     Condition        Report By
 BX0337  HISTORY     - 1957     MONUMENTED       CGS
 BX0337
 BX0337                          STATION DESCRIPTION
 BX0337
 BX0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0337'2.9 MI W FROM TULLOS.
 BX0337'LOCATED 2.9 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0337'U.S. HIGHWAYS 84 AND 165 AT TULLOS, 0.15 MILE WEST OF A CULVERT, 48
 BX0337'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF A FENCE
 BX0337'LINE 26 FEET EAST OF A DIM ROAD LEADING NORTH AND ON A 3 FOOT CUT
 BX0337'BANK.  IT IS A STANDARD U.S. COAST AND GEODETIC AND STATE SURVEY DISK,
 BX0337'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2407 ***********************************************************************
 BX2407  DESIGNATION -  C 3456 RESET RESET 1960
 BX2407  PID         -  BX2407
 BX2407  STATE/COUNTY-  LA/WINN
 BX2407  USGS QUAD   -  TULLOS (1984)
 BX2407
 BX2407                         *CURRENT SURVEY CONTROL
 BX2407  ___________________________________________________________________
 BX2407* NAD 83(1986)-  31 49 58.     (N)    092 22 08.     (W)     SCALED    
 BX2407* NAVD 88     -        24.27   (+/-2cm)      79.6    (feet)  VERTCON   
 BX2407  ___________________________________________________________________
 BX2407  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX2407
 BX2407  VERT ORDER  -  THIRD (See Below)
 BX2407
 BX2407.The horizontal coordinates were scaled from a topographic map and have
 BX2407.an estimated accuracy of +/- 6 seconds.
 BX2407
 BX2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2407.The vertical order pertains to the NGVD 29 superseded value.
 BX2407
 BX2407.The geoid height was determined by GEOID03.
 BX2407
 BX2407;                    North         East    Units  Estimated Accuracy
 BX2407;SPC LA N     -   147,780.    1,012,410.      MT  (+/- 180 meters Scaled)
 BX2407
 BX2407                          SUPERSEDED SURVEY CONTROL
 BX2407
 BX2407  NGVD 29 (??/??/??)   24.28   (m)           79.7    (f) RESET       3  
 BX2407
 BX2407.Superseded values are not recommended for survey control.
 BX2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2407.See file dsdata.txt to determine how the superseded data were derived.
 BX2407
 BX2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR597220(NAD 83)
 BX2407_MARKER: DD = SURVEY DISK
 BX2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2407_STAMPING: C 3456 RESET RESET 1960
 BX2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2407+STABILITY: SURFACE MOTION
 BX2407
 BX2407  HISTORY     - Date     Condition        Report By
 BX2407  HISTORY     - 1960     MONUMENTED       CGS
 BX2407
 BX2407                          STATION DESCRIPTION
 BX2407
 BX2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2407'2.9 MI W FROM TULLOS.
 BX2407'LOCATED 2.9 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS INTERSECTION
 BX2407'WITH OLD U.S. HIGHWAY 165 AT TULLOS, 0.15 MILE WEST OF A CULVERT,
 BX2407'64 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 84, 4 FEET NORTH
 BX2407'OF A FENCE LINE, 14 FEET EAST OF A DIM ROAD LEADING NORTHEAST, 7
 BX2407'FEET SOUTH OF AN 18-INCH OAK TREE, AND 1 FOOT NORTH OF A METAL
 BX2407'WITNESS POST. IT IS A STANDARD LOUISIANA GEODETIC SURVEY MARK,
 BX2407'STAMPED 'C 3456 RESET RESET 1960', SET IN THE TOP OF AN 8-INCH SQUARE
 BX2407'PRECAST POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0343 ***********************************************************************
 BX0343  DESIGNATION -  C 3457 LAGS RESET 1957
 BX0343  PID         -  BX0343
 BX0343  STATE/COUNTY-  LA/WINN
 BX0343  USGS QUAD   -  GEORGETOWN (1984)
 BX0343
 BX0343                         *CURRENT SURVEY CONTROL
 BX0343  ___________________________________________________________________
 BX0343* NAD 83(1986)-  31 50 13.     (N)    092 23 25.     (W)     SCALED    
 BX0343* NAVD 88     -        31.52   (+/-2cm)     103.4    (feet)  VERTCON   
 BX0343  ___________________________________________________________________
 BX0343  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0343
 BX0343  VERT ORDER  -  THIRD (See Below)
 BX0343
 BX0343.The horizontal coordinates were scaled from a topographic map and have
 BX0343.an estimated accuracy of +/- 6 seconds.
 BX0343
 BX0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0343.The vertical order pertains to the NGVD 29 superseded value.
 BX0343
 BX0343.The geoid height was determined by GEOID03.
 BX0343
 BX0343;                    North         East    Units  Estimated Accuracy
 BX0343;SPC LA N     -   148,240.    1,010,390.      MT  (+/- 180 meters Scaled)
 BX0343
 BX0343                          SUPERSEDED SURVEY CONTROL
 BX0343
 BX0343  NGVD 29 (??/??/??)   31.54   (m)          103.5    (f) RESET       3  
 BX0343
 BX0343.Superseded values are not recommended for survey control.
 BX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0343.See file dsdata.txt to determine how the superseded data were derived.
 BX0343
 BX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR576225(NAD 83)
 BX0343_MARKER: DD = SURVEY DISK
 BX0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0343_STAMPING: C 3457 RESET 1957
 BX0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0343+STABILITY: SURFACE MOTION
 BX0343
 BX0343  HISTORY     - Date     Condition        Report By
 BX0343  HISTORY     - 1957     MONUMENTED       CGS
 BX0343
 BX0343                          STATION DESCRIPTION
 BX0343
 BX0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0343'4.25 MI W FROM TULLOS.
 BX0343'LOCATED 4.25 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0343'U.S. HIGHWAYS 84 AND 165 AT TULLOS, 108 FEET EAST OF A POWER POLE, 49
 BX0343'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST-NORTHEAST OF
 BX0343'A FENCE POST, 1 FOOT NORTH OF A FENCE LINE, AND 9 FEET SOUTH OF A
 BX0343'POWER LINE, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BX0343'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2404 ***********************************************************************
 BX2404  DESIGNATION -  C 3457 RESET RESET 1960
 BX2404  PID         -  BX2404
 BX2404  STATE/COUNTY-  LA/WINN
 BX2404  USGS QUAD   -  GEORGETOWN (1984)
 BX2404
 BX2404                         *CURRENT SURVEY CONTROL
 BX2404  ___________________________________________________________________
 BX2404* NAD 83(1986)-  31 50 13.     (N)    092 23 25.     (W)     SCALED    
 BX2404* NAVD 88     -        31.16   (+/-2cm)     102.2    (feet)  VERTCON   
 BX2404  ___________________________________________________________________
 BX2404  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX2404
 BX2404  VERT ORDER  -  THIRD (See Below)
 BX2404
 BX2404.The horizontal coordinates were scaled from a topographic map and have
 BX2404.an estimated accuracy of +/- 6 seconds.
 BX2404
 BX2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2404.The vertical order pertains to the NGVD 29 superseded value.
 BX2404
 BX2404.The geoid height was determined by GEOID03.
 BX2404
 BX2404;                    North         East    Units  Estimated Accuracy
 BX2404;SPC LA N     -   148,240.    1,010,390.      MT  (+/- 180 meters Scaled)
 BX2404
 BX2404                          SUPERSEDED SURVEY CONTROL
 BX2404
 BX2404  NGVD 29 (??/??/??)   31.18   (m)          102.3    (f) RESET       3  
 BX2404
 BX2404.Superseded values are not recommended for survey control.
 BX2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2404.See file dsdata.txt to determine how the superseded data were derived.
 BX2404
 BX2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR576225(NAD 83)
 BX2404_MARKER: DD = SURVEY DISK
 BX2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2404_STAMPING: C 3457 RESET RESET 1960
 BX2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2404+STABILITY: SURFACE MOTION
 BX2404
 BX2404  HISTORY     - Date     Condition        Report By
 BX2404  HISTORY     - 1960     MONUMENTED       CGS
 BX2404
 BX2404                          STATION DESCRIPTION
 BX2404
 BX2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2404'4.25 MI W FROM TULLOS.
 BX2404'LOCATED 4.25 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 BX2404'OLD U.S. HIGHWAY 165 AT TULLOS, 108 FEET EAST OF A POWER POLE, 65
 BX2404'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH OF THE
 BX2404'RIGHT-OF-WAY FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST. IT
 BX2404'IS 0.3 MILE WEST OF A SIDE ROAD LEADING NORTH. IT IS A STANDARD
 BX2404'LOUISIANA GEODETIC SURVEY DISK, STAMPED 'C 3457 RESET RESET 1960',
 BX2404'AND SET IN THE TOP OF A 8-INCH SQUARE PRECAST CONCRETE POST PROJECTING
 BX2404'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0349 ***********************************************************************
 BX0349  DESIGNATION -  C 3458 LAGS
 BX0349  PID         -  BX0349
 BX0349  STATE/COUNTY-  LA/WINN
 BX0349  USGS QUAD   -  GEORGETOWN (1984)
 BX0349
 BX0349                         *CURRENT SURVEY CONTROL
 BX0349  ___________________________________________________________________
 BX0349* NAD 83(1986)-  31 50 32.     (N)    092 24 38.     (W)     SCALED    
 BX0349* NAVD 88     -        28.07   (+/-2cm)      92.1    (feet)  VERTCON   
 BX0349  ___________________________________________________________________
 BX0349  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0349
 BX0349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0349
 BX0349.The horizontal coordinates were scaled from a topographic map and have
 BX0349.an estimated accuracy of +/- 6 seconds.
 BX0349
 BX0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0349.The vertical order pertains to the NGVD 29 superseded value.
 BX0349
 BX0349.The geoid height was determined by GEOID03.
 BX0349
 BX0349;                    North         East    Units  Estimated Accuracy
 BX0349;SPC LA N     -   148,820.    1,008,470.      MT  (+/- 180 meters Scaled)
 BX0349
 BX0349                          SUPERSEDED SURVEY CONTROL
 BX0349
 BX0349  NGVD 29 (??/??/??)   28.088  (m)           92.15   (f) ADJUSTED    2 0
 BX0349
 BX0349.Superseded values are not recommended for survey control.
 BX0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0349.See file dsdata.txt to determine how the superseded data were derived.
 BX0349
 BX0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR557230(NAD 83)
 BX0349_MARKER: DD = SURVEY DISK
 BX0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0349_STAMPING: C 3458
 BX0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0349+STABILITY: SURFACE MOTION
 BX0349
 BX0349  HISTORY     - Date     Condition        Report By
 BX0349  HISTORY     - UNK      MONUMENTED       LAGS
 BX0349  HISTORY     - 1950     GOOD             CGS
 BX0349  HISTORY     - 1957     GOOD             CGS
 BX0349
 BX0349                          STATION DESCRIPTION
 BX0349
 BX0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0349'5.4 MI W FROM TULLOS.
 BX0349'5.4 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF U.S.
 BX0349'HIGHWAYS 84 AND 165 AT TULLOS, 0.1 MILE SOUTHEAST OF A ROAD JUNCTION
 BX0349'WITH A DIRT ROAD LEADING SOUTHWEST, 131 FEET NORTHWEST OF THE
 BX0349'SOUTHWEST END OF A CONCRETE TILE CULVERT, 43.0 FEET SOUTHWEST OF THE
 BX0349'CENTER LINE OF THE HIGHWAY, 31.1 FEET NORTHEAST OF THE NORTHEAST RAIL
 BX0349'OF THE TREMONT AND GULF RAILWAY, 6.3 FEET SOUTHEAST OF A CONCRETE
 BX0349'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BX0349'FOOT ABOVE GROUND.
 BX0349
 BX0349                          STATION RECOVERY (1957)
 BX0349
 BX0349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 BX0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2405 ***********************************************************************
 BX2405  DESIGNATION -  C 3458 LAGS RESET 1960
 BX2405  PID         -  BX2405
 BX2405  STATE/COUNTY-  LA/WINN
 BX2405  USGS QUAD   -  GEORGETOWN (1984)
 BX2405
 BX2405                         *CURRENT SURVEY CONTROL
 BX2405  ___________________________________________________________________
 BX2405* NAD 83(1986)-  31 50 32.     (N)    092 24 38.     (W)     SCALED    
 BX2405* NAVD 88     -        27.99   (+/-2cm)      91.8    (feet)  VERTCON   
 BX2405  ___________________________________________________________________
 BX2405  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX2405
 BX2405  VERT ORDER  -  THIRD (See Below)
 BX2405
 BX2405.The horizontal coordinates were scaled from a topographic map and have
 BX2405.an estimated accuracy of +/- 6 seconds.
 BX2405
 BX2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2405.The vertical order pertains to the NGVD 29 superseded value.
 BX2405
 BX2405.The geoid height was determined by GEOID03.
 BX2405
 BX2405;                    North         East    Units  Estimated Accuracy
 BX2405;SPC LA N     -   148,820.    1,008,470.      MT  (+/- 180 meters Scaled)
 BX2405
 BX2405                          SUPERSEDED SURVEY CONTROL
 BX2405
 BX2405  NGVD 29 (??/??/??)   28.01   (m)           91.9    (f) RESET       3  
 BX2405
 BX2405.Superseded values are not recommended for survey control.
 BX2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2405.See file dsdata.txt to determine how the superseded data were derived.
 BX2405
 BX2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR557230(NAD 83)
 BX2405_MARKER: DD = SURVEY DISK
 BX2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2405_STAMPING: C 3458 RESET 1960
 BX2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2405+STABILITY: SURFACE MOTION
 BX2405
 BX2405  HISTORY     - Date     Condition        Report By
 BX2405  HISTORY     - 1960     MONUMENTED       CGS
 BX2405
 BX2405                          STATION DESCRIPTION
 BX2405
 BX2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2405'5.4 MI W FROM TULLOS.
 BX2405'LOCATED 5.4 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 BX2405'OLD U.S. HIGHWAY 165 AT TULLOS, 0.1 MILE SOUTHEAST OF A ROAD LEADING
 BX2405'SOUTHWEST, 0.1 MILE WEST OF THE CURVE, 64 FEET SOUTHWEST OF THE
 BX2405'CENTERLINE OF THE HIGHWAY, 131 FEET NORTHWEST OF THE SOUTHEAST END
 BX2405'OF A CULVERT, 14 FEET NORTHEAST OF THE CENTER OF AN OLD RAILROAD
 BX2405'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST. IT IS A STANDARD
 BX2405'LOUISIANA GEODETIC SURVEY DISK, STAMPED 'C 3458 RESET 1960', SET
 BX2405'IN THE TOP OF AN 8-INCH SQUARD CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0353 ***********************************************************************
 BX0353  DESIGNATION -  C 3459 LAGS RESET 1957
 BX0353  PID         -  BX0353
 BX0353  STATE/COUNTY-  LA/WINN
 BX0353  USGS QUAD   -  GEORGETOWN (1984)
 BX0353
 BX0353                         *CURRENT SURVEY CONTROL
 BX0353  ___________________________________________________________________
 BX0353* NAD 83(1986)-  31 51 04.     (N)    092 25 22.     (W)     SCALED    
 BX0353* NAVD 88     -        30.12   (+/-2cm)      98.8    (feet)  VERTCON   
 BX0353  ___________________________________________________________________
 BX0353  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0353
 BX0353  VERT ORDER  -  THIRD (See Below)
 BX0353
 BX0353.The horizontal coordinates were scaled from a topographic map and have
 BX0353.an estimated accuracy of +/- 6 seconds.
 BX0353
 BX0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0353.The vertical order pertains to the NGVD 29 superseded value.
 BX0353
 BX0353.The geoid height was determined by GEOID03.
 BX0353
 BX0353;                    North         East    Units  Estimated Accuracy
 BX0353;SPC LA N     -   149,810.    1,007,310.      MT  (+/- 180 meters Scaled)
 BX0353
 BX0353                          SUPERSEDED SURVEY CONTROL
 BX0353
 BX0353  NGVD 29 (??/??/??)   30.14   (m)           98.9    (f) RESET       3  
 BX0353
 BX0353.Superseded values are not recommended for survey control.
 BX0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0353.See file dsdata.txt to determine how the superseded data were derived.
 BX0353
 BX0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR546240(NAD 83)
 BX0353_MARKER: DD = SURVEY DISK
 BX0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0353_STAMPING: C 3459 RESET 1957
 BX0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0353+STABILITY: SURFACE MOTION
 BX0353
 BX0353  HISTORY     - Date     Condition        Report By
 BX0353  HISTORY     - 1957     MONUMENTED       CGS
 BX0353
 BX0353                          STATION DESCRIPTION
 BX0353
 BX0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0353'6.3 MI NW FROM TULLOS.
 BX0353'LOCATED ABOUT 6.3 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE
 BX0353'INTERSECTION OF STATE HIGHWAYS 84 AND 165 AT TULLOS, 0.4 MILE EAST OF
 BX0353'A CROSSROAD, 28 FEET NORTH OF THE NORTH RAIL OF THE TREMONT AND GULF
 BX0353'RAILROAD, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTH
 BX0353'OF A 12-INCH OAK TREE AND 3 FEET WEST OF A CONCRETE WITNESS POST, AND
 BX0353'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2406 ***********************************************************************
 BX2406  DESIGNATION -  C 3459 RESET RESET 1960
 BX2406  PID         -  BX2406
 BX2406  STATE/COUNTY-  LA/WINN
 BX2406  USGS QUAD   -  GEORGETOWN (1984)
 BX2406
 BX2406                         *CURRENT SURVEY CONTROL
 BX2406  ___________________________________________________________________
 BX2406* NAD 83(1986)-  31 51 04.     (N)    092 25 22.     (W)     SCALED    
 BX2406* NAVD 88     -        29.55   (+/-2cm)      96.9    (feet)  VERTCON   
 BX2406  ___________________________________________________________________
 BX2406  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX2406
 BX2406  VERT ORDER  -  THIRD (See Below)
 BX2406
 BX2406.The horizontal coordinates were scaled from a topographic map and have
 BX2406.an estimated accuracy of +/- 6 seconds.
 BX2406
 BX2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2406.The vertical order pertains to the NGVD 29 superseded value.
 BX2406
 BX2406.The geoid height was determined by GEOID03.
 BX2406
 BX2406;                    North         East    Units  Estimated Accuracy
 BX2406;SPC LA N     -   149,810.    1,007,310.      MT  (+/- 180 meters Scaled)
 BX2406
 BX2406                          SUPERSEDED SURVEY CONTROL
 BX2406
 BX2406  NGVD 29 (??/??/??)   29.57   (m)           97.0    (f) RESET       3  
 BX2406
 BX2406.Superseded values are not recommended for survey control.
 BX2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2406.See file dsdata.txt to determine how the superseded data were derived.
 BX2406
 BX2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR546240(NAD 83)
 BX2406_MARKER: DD = SURVEY DISK
 BX2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2406_STAMPING: C 3459 RESET RESET 1960
 BX2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2406+STABILITY: SURFACE MOTION
 BX2406
 BX2406  HISTORY     - Date     Condition        Report By
 BX2406  HISTORY     - 1960     MONUMENTED       CGS
 BX2406
 BX2406                          STATION DESCRIPTION
 BX2406
 BX2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2406'6.3 MI W FROM TULLOS.
 BX2406'LOCATED 6.3 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 BX2406'OLD U.S. HIGHWAY 165 AT TULLOS, 0.4 MILE EAST OF A CROSSROAD, 106
 BX2406'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET SOUTHWEST
 BX2406'OF THE CENTER OF THE OLD RAILROAD GRADE, 46 FEET SOUTHWEST OF THE
 BX2406'RIGHT-OF-WAY FENCE LINE, 47 FEET NORTHEAST OF A TELEGRAPH POLE,
 BX2406'1 FOOT NORTHWEST OF THE CENTER OF THE TELEGRAPH LINE, AND 1 FOOT
 BX2406'SOUTHWEST OF A METAL WITNESS POST. IT IS A STANDARD LOUISIANA
 BX2406'GEODETIC SURVEY DISK, STAMPED 'C 3459 RESET RESET 1960', SET IN THE
 BX2406'TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0264 ***********************************************************************
 BX0264  DESIGNATION -  C 3460 LAGS RESET 1957
 BX0264  PID         -  BX0264
 BX0264  STATE/COUNTY-  LA/WINN
 BX0264  USGS QUAD   -  GEORGETOWN (1984)
 BX0264
 BX0264                         *CURRENT SURVEY CONTROL
 BX0264  ___________________________________________________________________
 BX0264* NAD 83(1986)-  31 51 46.     (N)    092 26 22.     (W)     SCALED    
 BX0264* NAVD 88     -        28.56   (+/-2cm)      93.7    (feet)  VERTCON   
 BX0264  ___________________________________________________________________
 BX0264  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0264
 BX0264  VERT ORDER  -  THIRD (See Below)
 BX0264
 BX0264.The horizontal coordinates were scaled from a topographic map and have
 BX0264.an estimated accuracy of +/- 6 seconds.
 BX0264
 BX0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0264.The vertical order pertains to the NGVD 29 superseded value.
 BX0264
 BX0264.The geoid height was determined by GEOID03.
 BX0264
 BX0264;                    North         East    Units  Estimated Accuracy
 BX0264;SPC LA N     -   151,100.    1,005,730.      MT  (+/- 180 meters Scaled)
 BX0264
 BX0264                          SUPERSEDED SURVEY CONTROL
 BX0264
 BX0264  NGVD 29 (??/??/??)   28.58   (m)           93.8    (f) RESET       3  
 BX0264
 BX0264.Superseded values are not recommended for survey control.
 BX0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0264.See file dsdata.txt to determine how the superseded data were derived.
 BX0264
 BX0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR530253(NAD 83)
 BX0264_MARKER: DD = SURVEY DISK
 BX0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0264_STAMPING: C 3460 RESET 1957
 BX0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0264+STABILITY: SURFACE MOTION
 BX0264
 BX0264  HISTORY     - Date     Condition        Report By
 BX0264  HISTORY     - 1957     MONUMENTED       CGS
 BX0264
 BX0264                          STATION DESCRIPTION
 BX0264
 BX0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BX0264'7.5 MI NW FROM TULLOS.
 BX0264'7.5 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0264'U.S. HIGHWAYS 84 AND 165 IN TULLOS, IN THE SOUTHWEST ANGLE OF THE
 BX0264'JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING SOUTHWEST TO THE LEWIS
 BX0264'CHAPEL METHODIST CHURCH, 35 FEET NORTH OF THE NORTH RAIL OF THE
 BX0264'TREMONT AND GULF RAILROAD, 99 FEET WEST-NORTHWEST OF THE RAILROAD
 BX0264'CROSSING, 92 FEET WEST OF THE ROAD LEADING SOUTHWEST AND 42 FEET SOUTH
 BX0264'OF THE CENTERLINE OF THE HIGHWAY.  THE DISK IS SET IN THE TOP OF A
 BX0264'12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2541 ***********************************************************************
 BX2541  DESIGNATION -  C 3460 LAGS RESET 1960
 BX2541  PID         -  BX2541
 BX2541  STATE/COUNTY-  LA/WINN
 BX2541  USGS QUAD   -  GEORGETOWN (1984)
 BX2541
 BX2541                         *CURRENT SURVEY CONTROL
 BX2541  ___________________________________________________________________
 BX2541* NAD 83(1986)-  31 51 46.     (N)    092 26 22.     (W)     SCALED    
 BX2541* NAVD 88     -        28.66   (+/-2cm)      94.0    (feet)  VERTCON   
 BX2541  ___________________________________________________________________
 BX2541  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX2541
 BX2541  VERT ORDER  -  THIRD (See Below)
 BX2541
 BX2541.The horizontal coordinates were scaled from a topographic map and have
 BX2541.an estimated accuracy of +/- 6 seconds.
 BX2541
 BX2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2541.The vertical order pertains to the NGVD 29 superseded value.
 BX2541
 BX2541.The geoid height was determined by GEOID03.
 BX2541
 BX2541;                    North         East    Units  Estimated Accuracy
 BX2541;SPC LA N     -   151,100.    1,005,730.      MT  (+/- 180 meters Scaled)
 BX2541
 BX2541                          SUPERSEDED SURVEY CONTROL
 BX2541
 BX2541  NGVD 29 (??/??/??)   28.68   (m)           94.1    (f) RESET       3  
 BX2541
 BX2541.Superseded values are not recommended for survey control.
 BX2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2541.See file dsdata.txt to determine how the superseded data were derived.
 BX2541
 BX2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR530253(NAD 83)
 BX2541_MARKER: DD = SURVEY DISK
 BX2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2541_STAMPING: C 3460 RESET 1960
 BX2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2541+STABILITY: SURFACE MOTION
 BX2541
 BX2541  HISTORY     - Date     Condition        Report By
 BX2541  HISTORY     - 1960     MONUMENTED       CGS
 BX2541
 BX2541                          STATION DESCRIPTION
 BX2541
 BX2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX2541'7.5 MI NW FROM TULLOS.
 BX2541'THE MARK IS LOCATED 7.5 MILES WEST ALONG THE U.S. HIGHWAY 84 FROM
 BX2541'ITS JUNCTION WITH OLD U.S. HIGHWAY 165 AT TULLOS, IN THE SOUTHWEST
 BX2541'ANGLE OF THE JUNCTION WITH A ROAD LEADING SOUTHWEST TO THE LEWIS
 BX2541'CHAPEL METHODIST CHURCH, 64 FEET SOUTH OF THE CENTERLINE OF THE
 BX2541'HIGHWAY, 14 FEET NORTHEAST OF THE CENTER OF THE OLD RAILROAD GRADE,
 BX2541'92 FEET NORTHWEST OF THE DIRT ROAD LEADING SOUTHWEST, 53 FEET NORTH-
 BX2541'NORTHWEST OF A TELEGRAPH POLE AND 2 FEET SOUTHWEST OF A METAL WIT-
 BX2541'NESS POST, AND SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 BX2541'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1565 ***********************************************************************
 BX1565  DESIGNATION -  C 3469 LAGS
 BX1565  PID         -  BX1565
 BX1565  STATE/COUNTY-  LA/WINN
 BX1565  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1565
 BX1565                         *CURRENT SURVEY CONTROL
 BX1565  ___________________________________________________________________
 BX1565* NAD 83(1986)-  31 52 50.     (N)    092 34 59.     (W)     SCALED    
 BX1565* NAVD 88     -        60.21   (+/-2cm)     197.5    (feet)  VERTCON   
 BX1565  ___________________________________________________________________
 BX1565  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX1565
 BX1565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1565
 BX1565.The horizontal coordinates were scaled from a topographic map and have
 BX1565.an estimated accuracy of +/- 6 seconds.
 BX1565
 BX1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1565.The vertical order pertains to the NGVD 29 superseded value.
 BX1565
 BX1565.The geoid height was determined by GEOID03.
 BX1565
 BX1565;                    North         East    Units  Estimated Accuracy
 BX1565;SPC LA N     -   153,070.      992,140.      MT  (+/- 180 meters Scaled)
 BX1565
 BX1565                          SUPERSEDED SURVEY CONTROL
 BX1565
 BX1565  NGVD 29 (??/??/??)   60.235  (m)          197.62   (f) ADJUSTED    2 0
 BX1565
 BX1565.Superseded values are not recommended for survey control.
 BX1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1565.See file dsdata.txt to determine how the superseded data were derived.
 BX1565
 BX1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR394272(NAD 83)
 BX1565_MARKER: DD = SURVEY DISK
 BX1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1565_STAMPING: C 3469
 BX1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1565+STABILITY: SURFACE MOTION
 BX1565
 BX1565  HISTORY     - Date     Condition        Report By
 BX1565  HISTORY     - UNK      MONUMENTED       LAGS
 BX1565  HISTORY     - 1950     GOOD             CGS
 BX1565  HISTORY     - 1955     GOOD             CGS
 BX1565
 BX1565                          STATION DESCRIPTION
 BX1565
 BX1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1565'5.0 MI SE FROM WINNFIELD.
 BX1565'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1565'AT WINNFIELD, THENCE 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 232.
 BX1565'ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING WEST AND SOUTHEAST,
 BX1565'154 FEET NORTHWEST OF A SIDE ROAD LEADING NORTH TO THE CORINTH
 BX1565'CEMETERY, ON THE TOP OF A CUT BANK, 34 FEET NORTHEAST OF THE CENTER
 BX1565'LINE OF THE HIGHWAY, 4.7 FEET WEST OF A REFERENCE POST, ABOUT 3 FEET
 BX1565'ABOVE ROAD LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BX1565'FOOT ABOVE THE GROUND.
 BX1565
 BX1565                          STATION RECOVERY (1955)
 BX1565
 BX1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1566 ***********************************************************************
 BX1566  DESIGNATION -  C 3471 LAGS
 BX1566  PID         -  BX1566
 BX1566  STATE/COUNTY-  LA/WINN
 BX1566  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1566
 BX1566                         *CURRENT SURVEY CONTROL
 BX1566  ___________________________________________________________________
 BX1566* NAD 83(1986)-  31 52 35.     (N)    092 34 32.     (W)     SCALED    
 BX1566* NAVD 88     -        50.58   (+/-2cm)     165.9    (feet)  VERTCON   
 BX1566  ___________________________________________________________________
 BX1566  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX1566
 BX1566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1566
 BX1566.The horizontal coordinates were scaled from a topographic map and have
 BX1566.an estimated accuracy of +/- 6 seconds.
 BX1566
 BX1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1566.The vertical order pertains to the NGVD 29 superseded value.
 BX1566
 BX1566.The geoid height was determined by GEOID03.
 BX1566
 BX1566;                    North         East    Units  Estimated Accuracy
 BX1566;SPC LA N     -   152,610.      992,850.      MT  (+/- 180 meters Scaled)
 BX1566
 BX1566                          SUPERSEDED SURVEY CONTROL
 BX1566
 BX1566  NGVD 29 (??/??/??)   50.601  (m)          166.01   (f) ADJUSTED    2 0
 BX1566
 BX1566.Superseded values are not recommended for survey control.
 BX1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1566.See file dsdata.txt to determine how the superseded data were derived.
 BX1566
 BX1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR401268(NAD 83)
 BX1566_MARKER: DD = SURVEY DISK
 BX1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1566_STAMPING: C 3471
 BX1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1566+STABILITY: SURFACE MOTION
 BX1566
 BX1566  HISTORY     - Date     Condition        Report By
 BX1566  HISTORY     - UNK      MONUMENTED       LAGS
 BX1566  HISTORY     - 1950     GOOD             CGS
 BX1566  HISTORY     - 1955     GOOD             CGS
 BX1566  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1566
 BX1566                          STATION DESCRIPTION
 BX1566
 BX1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1566'5.45 MI SE FROM WINNFIELD.
 BX1566'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1566'AT WINNFIELD, THENCE 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 232.
 BX1566'ON TOP OF A CUT BANK AT THE TOP OF A HILL, 139 FEET NORTHWEST OF THE
 BX1566'NORTHWEST CORNER OF THE CORINTH BAPTIST CHURCH, 48 FEET SOUTHWEST OF
 BX1566'THE CENTER LINE OF A ROAD LEADING TO THE CHURCH, 30 FEET SOUTH OF THE
 BX1566'CENTER LINE OF THE HIGHWAY, 5.5 FEET EAST OF A REFERENCE POST, SET IN
 BX1566'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BX1566
 BX1566                          STATION RECOVERY (1955)
 BX1566
 BX1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1566'RECOVERED IN GOOD CONDITION.
 BX1566
 BX1566                          STATION RECOVERY (1981)
 BX1566
 BX1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1568 ***********************************************************************
 BX1568  DESIGNATION -  C 3474 LAGS
 BX1568  PID         -  BX1568
 BX1568  STATE/COUNTY-  LA/WINN
 BX1568  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1568
 BX1568                         *CURRENT SURVEY CONTROL
 BX1568  ___________________________________________________________________
 BX1568* NAD 83(1986)-  31 52 31.     (N)    092 33 58.     (W)     SCALED    
 BX1568* NAVD 88     -        50.70   (+/-2cm)     166.3    (feet)  VERTCON   
 BX1568  ___________________________________________________________________
 BX1568  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1568
 BX1568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1568
 BX1568.The horizontal coordinates were scaled from a topographic map and have
 BX1568.an estimated accuracy of +/- 6 seconds.
 BX1568
 BX1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1568.The vertical order pertains to the NGVD 29 superseded value.
 BX1568
 BX1568.The geoid height was determined by GEOID03.
 BX1568
 BX1568;                    North         East    Units  Estimated Accuracy
 BX1568;SPC LA N     -   152,490.      993,750.      MT  (+/- 180 meters Scaled)
 BX1568
 BX1568                          SUPERSEDED SURVEY CONTROL
 BX1568
 BX1568  NGVD 29 (??/??/??)   50.726  (m)          166.42   (f) ADJUSTED    2 0
 BX1568
 BX1568.Superseded values are not recommended for survey control.
 BX1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1568.See file dsdata.txt to determine how the superseded data were derived.
 BX1568
 BX1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR410266(NAD 83)
 BX1568_MARKER: DD = SURVEY DISK
 BX1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1568_STAMPING: C 3474
 BX1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1568+STABILITY: SURFACE MOTION
 BX1568
 BX1568  HISTORY     - Date     Condition        Report By
 BX1568  HISTORY     - UNK      MONUMENTED       LAGS
 BX1568  HISTORY     - 1950     GOOD             CGS
 BX1568  HISTORY     - 1955     MARK NOT FOUND   CGS
 BX1568
 BX1568                          STATION DESCRIPTION
 BX1568
 BX1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1568'6.0 MI SE FROM WINNFIELD.
 BX1568'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1568'AT WINNFIELD, THENCE 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 232,
 BX1568'AT THE SUMMIT OF A HILL, ABOUT 300 FEET EAST OF A SIDE ROAD LEADING
 BX1568'SOUTH, 52 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE,
 BX1568'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11.5 FEET NORTH
 BX1568'NORTHEAST OF A 3-WAY CORNER FENCE POST, 3.5 FEET EAST OF THE CENTER
 BX1568'LINE OF A GATE, 6 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP
 BX1568'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 BX1568
 BX1568                          STATION RECOVERY (1955)
 BX1568
 BX1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1569 ***********************************************************************
 BX1569  DESIGNATION -  C 3475 LAGS
 BX1569  PID         -  BX1569
 BX1569  STATE/COUNTY-  LA/WINN
 BX1569  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1569
 BX1569                         *CURRENT SURVEY CONTROL
 BX1569  ___________________________________________________________________
 BX1569* NAD 83(1986)-  31 52 32.     (N)    092 33 48.     (W)     SCALED    
 BX1569* NAVD 88     -        40.35   (+/-2cm)     132.4    (feet)  VERTCON   
 BX1569  ___________________________________________________________________
 BX1569  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1569
 BX1569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1569
 BX1569.The horizontal coordinates were scaled from a topographic map and have
 BX1569.an estimated accuracy of +/- 6 seconds.
 BX1569
 BX1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1569.The vertical order pertains to the NGVD 29 superseded value.
 BX1569
 BX1569.The geoid height was determined by GEOID03.
 BX1569
 BX1569;                    North         East    Units  Estimated Accuracy
 BX1569;SPC LA N     -   152,520.      994,010.      MT  (+/- 180 meters Scaled)
 BX1569
 BX1569                          SUPERSEDED SURVEY CONTROL
 BX1569
 BX1569  NGVD 29 (??/??/??)   40.369  (m)          132.44   (f) ADJUSTED    2 0
 BX1569
 BX1569.Superseded values are not recommended for survey control.
 BX1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1569.See file dsdata.txt to determine how the superseded data were derived.
 BX1569
 BX1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR413267(NAD 83)
 BX1569_MARKER: DB = BENCH MARK DISK
 BX1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1569_STAMPING: C 3475
 BX1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1569+STABILITY: SURFACE MOTION
 BX1569
 BX1569  HISTORY     - Date     Condition        Report By
 BX1569  HISTORY     - UNK      MONUMENTED       LAGS
 BX1569  HISTORY     - 1950     GOOD             CGS
 BX1569  HISTORY     - 1955     GOOD             CGS
 BX1569
 BX1569                          STATION DESCRIPTION
 BX1569
 BX1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1569'6.2 MI SE FROM WINNFIELD.
 BX1569'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1569'AT WINNFIELD, THENCE 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 232.
 BX1569'IN THE SOUTH EDGE OF A WOODS, ABOUT 150 FEET EAST OF A WOODEN BRIDGE,
 BX1569'67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTHWEST OF
 BX1569'A 14-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE,
 BX1569'25 FEET NORTH OF A REFERENCE POST, 14 FEET EAST OF A 10-INCH PINE WITH
 BX1569'A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 1.2 FEET SOUTH OF A
 BX1569'WOODEN REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BX1569'0.2 FOOT ABOVE THE GROUND.
 BX1569
 BX1569                          STATION RECOVERY (1955)
 BX1569
 BX1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1570 ***********************************************************************
 BX1570  DESIGNATION -  C 3476 LAGS
 BX1570  PID         -  BX1570
 BX1570  STATE/COUNTY-  LA/WINN
 BX1570  USGS QUAD   -  PACKTON (1984)
 BX1570
 BX1570                         *CURRENT SURVEY CONTROL
 BX1570  ___________________________________________________________________
 BX1570* NAD 83(1986)-  31 52 24.     (N)    092 33 38.     (W)     SCALED    
 BX1570* NAVD 88     -        38.97   (+/-2cm)     127.9    (feet)  VERTCON   
 BX1570  ___________________________________________________________________
 BX1570  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1570
 BX1570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1570
 BX1570.The horizontal coordinates were scaled from a topographic map and have
 BX1570.an estimated accuracy of +/- 6 seconds.
 BX1570
 BX1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1570.The vertical order pertains to the NGVD 29 superseded value.
 BX1570
 BX1570.The geoid height was determined by GEOID03.
 BX1570
 BX1570;                    North         East    Units  Estimated Accuracy
 BX1570;SPC LA N     -   152,270.      994,270.      MT  (+/- 180 meters Scaled)
 BX1570
 BX1570                          SUPERSEDED SURVEY CONTROL
 BX1570
 BX1570  NGVD 29 (??/??/??)   38.988  (m)          127.91   (f) ADJUSTED    2 0
 BX1570
 BX1570.Superseded values are not recommended for survey control.
 BX1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1570.See file dsdata.txt to determine how the superseded data were derived.
 BX1570
 BX1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR415264(NAD 83)
 BX1570_MARKER: DD = SURVEY DISK
 BX1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1570_STAMPING: C 3476
 BX1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1570+STABILITY: SURFACE MOTION
 BX1570
 BX1570  HISTORY     - Date     Condition        Report By
 BX1570  HISTORY     - UNK      MONUMENTED       LAGS
 BX1570  HISTORY     - 1950     GOOD             CGS
 BX1570  HISTORY     - 1955     GOOD             CGS
 BX1570
 BX1570                          STATION DESCRIPTION
 BX1570
 BX1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1570'6.4 MI SE FROM WINNFIELD.
 BX1570'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1570'AT WINNFIELD, THENCE 2.1 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 232.
 BX1570'JUST SOUTHEAST OF THE SUMMIT OF A HILL, IN THE NORTHEAST EDGE OF A
 BX1570'WOODS, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 BX1570'NORTH OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE
 BX1570'OF THE TREE, 1.2 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF
 BX1570'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX1570
 BX1570                          STATION RECOVERY (1955)
 BX1570
 BX1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1573 ***********************************************************************
 BX1573  DESIGNATION -  C 3480 LAGS
 BX1573  PID         -  BX1573
 BX1573  STATE/COUNTY-  LA/WINN
 BX1573  USGS QUAD   -  PACKTON (1984)
 BX1573
 BX1573                         *CURRENT SURVEY CONTROL
 BX1573  ___________________________________________________________________
 BX1573* NAD 83(1986)-  31 51 59.     (N)    092 32 35.     (W)     SCALED    
 BX1573* NAVD 88     -        39.12   (+/-2cm)     128.3    (feet)  VERTCON   
 BX1573  ___________________________________________________________________
 BX1573  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1573
 BX1573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1573
 BX1573.The horizontal coordinates were scaled from a topographic map and have
 BX1573.an estimated accuracy of +/- 6 seconds.
 BX1573
 BX1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1573.The vertical order pertains to the NGVD 29 superseded value.
 BX1573
 BX1573.The geoid height was determined by GEOID03.
 BX1573
 BX1573;                    North         East    Units  Estimated Accuracy
 BX1573;SPC LA N     -   151,500.      995,930.      MT  (+/- 180 meters Scaled)
 BX1573
 BX1573                          SUPERSEDED SURVEY CONTROL
 BX1573
 BX1573  NGVD 29 (??/??/??)   39.140  (m)          128.41   (f) ADJUSTED    2 0
 BX1573
 BX1573.Superseded values are not recommended for survey control.
 BX1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1573.See file dsdata.txt to determine how the superseded data were derived.
 BX1573
 BX1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR432257(NAD 83)
 BX1573_MARKER: DD = SURVEY DISK
 BX1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1573_STAMPING: C 3480
 BX1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1573+STABILITY: SURFACE MOTION
 BX1573
 BX1573  HISTORY     - Date     Condition        Report By
 BX1573  HISTORY     - UNK      MONUMENTED       LAGS
 BX1573  HISTORY     - 1950     GOOD             CGS
 BX1573  HISTORY     - 1955     POOR             CGS
 BX1573
 BX1573                          STATION DESCRIPTION
 BX1573
 BX1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1573'7.5 MI SE FROM WINNFIELD.
 BX1573'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1573'AT WINNFIELD, THENCE 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 232.
 BX1573'AT THE SUMMIT OF A HILL SLOPING DOWN TO THE NORTHWEST, ABOUT 400 FEET
 BX1573'NORTHWEST OF A GREEN ROOFED FARMHOUSE, ON THE NORTHEAST EDGE OF A CUT
 BX1573'BANK, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.4 FEET
 BX1573'EAST OF A 6-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF
 BX1573'THE TREE, ABOUT 3 FEET ABOVE ROAD LEVEL, 1 FOOT NORTHEAST OF A
 BX1573'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BX1573'ABOVE THE GROUND.  NOTE-- IN JULY 1955, THIS MARK WAS FOUND
 BX1573'DISTURBED-- THE MARK HAS BEEN MOVED WHEN THE CUT BANK ALONG THE
 BX1573'HIGHWAY WAS SLOPED.  IT IS OF NO VALUE AS A BENCH MARK.
 BX1573
 BX1573                          STATION RECOVERY (1955)
 BX1573
 BX1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1573'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1574 ***********************************************************************
 BX1574  DESIGNATION -  C 3481 LAGS
 BX1574  PID         -  BX1574
 BX1574  STATE/COUNTY-  LA/WINN
 BX1574  USGS QUAD   -  PACKTON (1984)
 BX1574
 BX1574                         *CURRENT SURVEY CONTROL
 BX1574  ___________________________________________________________________
 BX1574* NAD 83(1986)-  31 51 55.     (N)    092 32 25.     (W)     SCALED    
 BX1574* NAVD 88     -        40.88   (+/-2cm)     134.1    (feet)  VERTCON   
 BX1574  ___________________________________________________________________
 BX1574  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1574
 BX1574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1574
 BX1574.The horizontal coordinates were scaled from a topographic map and have
 BX1574.an estimated accuracy of +/- 6 seconds.
 BX1574
 BX1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1574.The vertical order pertains to the NGVD 29 superseded value.
 BX1574
 BX1574.The geoid height was determined by GEOID03.
 BX1574
 BX1574;                    North         East    Units  Estimated Accuracy
 BX1574;SPC LA N     -   151,380.      996,190.      MT  (+/- 180 meters Scaled)
 BX1574
 BX1574                          SUPERSEDED SURVEY CONTROL
 BX1574
 BX1574  NGVD 29 (??/??/??)   40.905  (m)          134.20   (f) ADJUSTED    2 0
 BX1574
 BX1574.Superseded values are not recommended for survey control.
 BX1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1574.See file dsdata.txt to determine how the superseded data were derived.
 BX1574
 BX1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR434255(NAD 83)
 BX1574_MARKER: DD = SURVEY DISK
 BX1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1574_STAMPING: C 3481
 BX1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1574+STABILITY: SURFACE MOTION
 BX1574
 BX1574  HISTORY     - Date     Condition        Report By
 BX1574  HISTORY     - UNK      MONUMENTED       LAGS
 BX1574  HISTORY     - 1950     GOOD             CGS
 BX1574  HISTORY     - 1955     GOOD             CGS
 BX1574  HISTORY     - 1981     POOR             USGS
 BX1574
 BX1574                          STATION DESCRIPTION
 BX1574
 BX1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1574'7.65 MI SE FROM WINNFIELD.
 BX1574'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1574'AT WINNFIELD, THENCE 3.35 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 232.
 BX1574'ON THE OUTSIDE OF A SLIGHT CURVE, ABOUT 350 FEET WEST OF A FARMHOUSE,
 BX1574'23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTHEAST
 BX1574'OF A POWER LINE POLE, 2.5 FEET NORTHEAST OF A FENCE, 5 FEET SOUTHWEST
 BX1574'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BX1574'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS LOCATED 0.15 MILE
 BX1574'NORTHWEST OF MARK C 3482(LA.G.S.).
 BX1574
 BX1574                          STATION RECOVERY (1955)
 BX1574
 BX1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1574'RECOVERED IN GOOD CONDITION.
 BX1574
 BX1574                          STATION RECOVERY (1981)
 BX1574
 BX1574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1574'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1575 ***********************************************************************
 BX1575  DESIGNATION -  C 3482 LAGS
 BX1575  PID         -  BX1575
 BX1575  STATE/COUNTY-  LA/WINN
 BX1575  USGS QUAD   -  PACKTON (1984)
 BX1575
 BX1575                         *CURRENT SURVEY CONTROL
 BX1575  ___________________________________________________________________
 BX1575* NAD 83(1986)-  31 51 48.     (N)    092 32 18.     (W)     SCALED    
 BX1575* NAVD 88     -        44.57   (+/-2cm)     146.2    (feet)  VERTCON   
 BX1575  ___________________________________________________________________
 BX1575  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1575
 BX1575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1575
 BX1575.The horizontal coordinates were scaled from a topographic map and have
 BX1575.an estimated accuracy of +/- 6 seconds.
 BX1575
 BX1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1575.The vertical order pertains to the NGVD 29 superseded value.
 BX1575
 BX1575.The geoid height was determined by GEOID03.
 BX1575
 BX1575;                    North         East    Units  Estimated Accuracy
 BX1575;SPC LA N     -   151,160.      996,370.      MT  (+/- 180 meters Scaled)
 BX1575
 BX1575                          SUPERSEDED SURVEY CONTROL
 BX1575
 BX1575  NGVD 29 (??/??/??)   44.588  (m)          146.29   (f) ADJUSTED    2 0
 BX1575
 BX1575.Superseded values are not recommended for survey control.
 BX1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1575.See file dsdata.txt to determine how the superseded data were derived.
 BX1575
 BX1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR436253(NAD 83)
 BX1575_MARKER: DD = SURVEY DISK
 BX1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1575_STAMPING: C 3482
 BX1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1575+STABILITY: SURFACE MOTION
 BX1575
 BX1575  HISTORY     - Date     Condition        Report By
 BX1575  HISTORY     - UNK      MONUMENTED       LAGS
 BX1575  HISTORY     - 1950     GOOD             CGS
 BX1575  HISTORY     - 1955     GOOD             CGS
 BX1575  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1575
 BX1575                          STATION DESCRIPTION
 BX1575
 BX1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1575'7.7 MI NW FROM ZION.
 BX1575'7.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1575'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, AT THE
 BX1575'SUMMIT OF A HILL, 96 FEET WEST OF THE WEST CORNER OF A FARMHOUSE, 53
 BX1575'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVE, 25 FEET
 BX1575'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHEAST OF A
 BX1575'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BX1575'ABOVE THE GROUND.  NOTE-- THE DISK LOOKS AS IF IT HAD BEEN CUT WITH AN
 BX1575'AXE AND THE NUMBERS CANNOT BE READ.  NOTE-- THIS MARK IS LOCATED 0.15
 BX1575'MILE SOUTHEAST OF MARK C 3481(LA.G.S.).
 BX1575
 BX1575                          STATION RECOVERY (1955)
 BX1575
 BX1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1575'RECOVERED IN GOOD CONDITION.
 BX1575
 BX1575                          STATION RECOVERY (1981)
 BX1575
 BX1575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1591 ***********************************************************************
 BX1591  DESIGNATION -  C 3484 LAGS
 BX1591  PID         -  BX1591
 BX1591  STATE/COUNTY-  LA/WINN
 BX1591  USGS QUAD   -  PACKTON (1984)
 BX1591
 BX1591                         *CURRENT SURVEY CONTROL
 BX1591  ___________________________________________________________________
 BX1591* NAD 83(1986)-  31 51 28.     (N)    092 31 50.     (W)     SCALED    
 BX1591* NAVD 88     -        37.59   (+/-2cm)     123.3    (feet)  VERTCON   
 BX1591  ___________________________________________________________________
 BX1591  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1591
 BX1591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1591
 BX1591.The horizontal coordinates were scaled from a topographic map and have
 BX1591.an estimated accuracy of +/- 6 seconds.
 BX1591
 BX1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1591.The vertical order pertains to the NGVD 29 superseded value.
 BX1591
 BX1591.The geoid height was determined by GEOID03.
 BX1591
 BX1591;                    North         East    Units  Estimated Accuracy
 BX1591;SPC LA N     -   150,540.      997,110.      MT  (+/- 180 meters Scaled)
 BX1591
 BX1591                          SUPERSEDED SURVEY CONTROL
 BX1591
 BX1591  NGVD 29 (??/??/??)   37.608  (m)          123.39   (f) ADJUSTED    2 0
 BX1591
 BX1591.Superseded values are not recommended for survey control.
 BX1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1591.See file dsdata.txt to determine how the superseded data were derived.
 BX1591
 BX1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR444247(NAD 83)
 BX1591_MARKER: DD = SURVEY DISK
 BX1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1591_STAMPING: C 3484
 BX1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1591+STABILITY: SURFACE MOTION
 BX1591
 BX1591  HISTORY     - Date     Condition        Report By
 BX1591  HISTORY     - UNK      MONUMENTED       LAGS
 BX1591  HISTORY     - 1950     GOOD             CGS
 BX1591
 BX1591                          STATION DESCRIPTION
 BX1591
 BX1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1591'7.15 MI NW FROM ZION.
 BX1591'7.15 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1591'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, IN ABOUT THE
 BX1591'MIDDLE OF A BOTTOM, 57 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF
 BX1591'THE MOST WESTERLY ONE OF TWO WOODEN BRIDGES, 26 FEET SOUTH OF THE
 BX1591'CENTER LINE OF THE HIGHWAY, 5 FEET NORTHEAST OF A REFERENCE POST, SET
 BX1591'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND
 BX1591'ABOUT 1.5 FEET BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1592 ***********************************************************************
 BX1592  DESIGNATION -  C 3488 LAGS
 BX1592  PID         -  BX1592
 BX1592  STATE/COUNTY-  LA/WINN
 BX1592  USGS QUAD   -  PACKTON (1984)
 BX1592
 BX1592                         *CURRENT SURVEY CONTROL
 BX1592  ___________________________________________________________________
 BX1592* NAD 83(1986)-  31 51 11.     (N)    092 31 17.     (W)     SCALED    
 BX1592* NAVD 88     -        46.14   (+/-2cm)     151.4    (feet)  VERTCON   
 BX1592  ___________________________________________________________________
 BX1592  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1592
 BX1592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1592
 BX1592.The horizontal coordinates were scaled from a topographic map and have
 BX1592.an estimated accuracy of +/- 6 seconds.
 BX1592
 BX1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1592.The vertical order pertains to the NGVD 29 superseded value.
 BX1592
 BX1592.The geoid height was determined by GEOID03.
 BX1592
 BX1592;                    North         East    Units  Estimated Accuracy
 BX1592;SPC LA N     -   150,020.      997,980.      MT  (+/- 180 meters Scaled)
 BX1592
 BX1592                          SUPERSEDED SURVEY CONTROL
 BX1592
 BX1592  NGVD 29 (??/??/??)   46.157  (m)          151.43   (f) ADJUSTED    2 0
 BX1592
 BX1592.Superseded values are not recommended for survey control.
 BX1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1592.See file dsdata.txt to determine how the superseded data were derived.
 BX1592
 BX1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR452242(NAD 83)
 BX1592_MARKER: DD = SURVEY DISK
 BX1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1592_STAMPING: C 3488
 BX1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1592+STABILITY: SURFACE MOTION
 BX1592
 BX1592  HISTORY     - Date     Condition        Report By
 BX1592  HISTORY     - UNK      MONUMENTED       LAGS
 BX1592  HISTORY     - 1950     GOOD             CGS
 BX1592  HISTORY     - 1955     GOOD             CGS
 BX1592
 BX1592                          STATION DESCRIPTION
 BX1592
 BX1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1592'6.45 MI NW FROM ZION.
 BX1592'6.45 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1592'STATE HIGHWAY NO. 232 AND STATE HIGHWAY NO. 108 AT ZION, ON THE SIDE
 BX1592'OF A HILL SLOPING DOWN TO THE EAST, 70 FEET NORTH OF THE NORTHEAST
 BX1592'CORNER OF A FARMHOUSE, 30 FEET SOUTH OF THE CENTER LINE OF THE
 BX1592'HIGHWAY, 9 FEET NORTHEAST OF THE CENTER LINE OF A WOODS ROAD LEADING
 BX1592'SOUTHEAST, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 BX1592'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX1592
 BX1592                          STATION RECOVERY (1955)
 BX1592
 BX1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1593 ***********************************************************************
 BX1593  DESIGNATION -  C 3490 LAGS
 BX1593  PID         -  BX1593
 BX1593  STATE/COUNTY-  LA/WINN
 BX1593  USGS QUAD   -  PACKTON (1984)
 BX1593
 BX1593                         *CURRENT SURVEY CONTROL
 BX1593  ___________________________________________________________________
 BX1593* NAD 83(1986)-  31 51 07.     (N)    092 30 56.     (W)     SCALED    
 BX1593* NAVD 88     -        39.23   (+/-2cm)     128.7    (feet)  VERTCON   
 BX1593  ___________________________________________________________________
 BX1593  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1593
 BX1593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1593
 BX1593.The horizontal coordinates were scaled from a topographic map and have
 BX1593.an estimated accuracy of +/- 6 seconds.
 BX1593
 BX1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1593.The vertical order pertains to the NGVD 29 superseded value.
 BX1593
 BX1593.The geoid height was determined by GEOID03.
 BX1593
 BX1593;                    North         East    Units  Estimated Accuracy
 BX1593;SPC LA N     -   149,900.      998,530.      MT  (+/- 180 meters Scaled)
 BX1593
 BX1593                          SUPERSEDED SURVEY CONTROL
 BX1593
 BX1593  NGVD 29 (??/??/??)   39.254  (m)          128.79   (f) ADJUSTED    2 0
 BX1593
 BX1593.Superseded values are not recommended for survey control.
 BX1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1593.See file dsdata.txt to determine how the superseded data were derived.
 BX1593
 BX1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR458241(NAD 83)
 BX1593_MARKER: DD = SURVEY DISK
 BX1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1593_STAMPING: C 3490
 BX1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1593+STABILITY: SURFACE MOTION
 BX1593
 BX1593  HISTORY     - Date     Condition        Report By
 BX1593  HISTORY     - UNK      MONUMENTED       LAGS
 BX1593  HISTORY     - 1950     GOOD             CGS
 BX1593  HISTORY     - 1955     GOOD             CGS
 BX1593
 BX1593                          STATION DESCRIPTION
 BX1593
 BX1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1593'6.15 MI NW FROM ZION.
 BX1593'6.15 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1593'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, AT THE
 BX1593'SUMMIT OF A HILL, 147 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 BX1593'A FARMHOUSE, 39 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE, 30
 BX1593'FEET SOUTHEAST OF A 20-INCH PINE TREE, 25 FEET NORTH OF THE CENTER
 BX1593'LINE OF THE HIGHWAY, ABOUT 3 FEET ABOVE ROAD LEVEL, 1.3 FEET SOUTH OF
 BX1593'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BX1593'FOOT ABOVE THE GROUND.
 BX1593
 BX1593                          STATION RECOVERY (1955)
 BX1593
 BX1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1595 ***********************************************************************
 BX1595  DESIGNATION -  C 3492 LAGS
 BX1595  PID         -  BX1595
 BX1595  STATE/COUNTY-  LA/WINN
 BX1595  USGS QUAD   -  PACKTON (1984)
 BX1595
 BX1595                         *CURRENT SURVEY CONTROL
 BX1595  ___________________________________________________________________
 BX1595* NAD 83(1986)-  31 51 04.     (N)    092 30 36.     (W)     SCALED    
 BX1595* NAVD 88     -        38.49   (+/-2cm)     126.3    (feet)  VERTCON   
 BX1595  ___________________________________________________________________
 BX1595  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1595
 BX1595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1595
 BX1595.The horizontal coordinates were scaled from a topographic map and have
 BX1595.an estimated accuracy of +/- 6 seconds.
 BX1595
 BX1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1595.The vertical order pertains to the NGVD 29 superseded value.
 BX1595
 BX1595.The geoid height was determined by GEOID03.
 BX1595
 BX1595;                    North         East    Units  Estimated Accuracy
 BX1595;SPC LA N     -   149,800.      999,050.      MT  (+/- 180 meters Scaled)
 BX1595
 BX1595                          SUPERSEDED SURVEY CONTROL
 BX1595
 BX1595  NGVD 29 (??/??/??)   38.508  (m)          126.34   (f) ADJUSTED    2 0
 BX1595
 BX1595.Superseded values are not recommended for survey control.
 BX1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1595.See file dsdata.txt to determine how the superseded data were derived.
 BX1595
 BX1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR463240(NAD 83)
 BX1595_MARKER: DD = SURVEY DISK
 BX1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1595_STAMPING: C 3492
 BX1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1595+STABILITY: SURFACE MOTION
 BX1595
 BX1595  HISTORY     - Date     Condition        Report By
 BX1595  HISTORY     - UNK      MONUMENTED       LAGS
 BX1595  HISTORY     - 1950     GOOD             CGS
 BX1595  HISTORY     - 1955     GOOD             CGS
 BX1595  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX1595
 BX1595                          STATION DESCRIPTION
 BX1595
 BX1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1595'5.8 MI NW FROM ZION.
 BX1595'5.8 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1595'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, ON THE SIDE
 BX1595'OF A HILL SLOPING DOWN TO THE EAST, ABOUT 225 FEET NORTHWEST OF A
 BX1595'FARMHOUSE, 0.1 MILE EAST OF THE BIG CREEK BAPTIST CHURCH, 24 FEET
 BX1595'NORTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTH OF A FENCE, 1.5
 BX1595'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BX1595'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BX1595
 BX1595                          STATION RECOVERY (1955)
 BX1595
 BX1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1595'RECOVERED IN GOOD CONDITION.
 BX1595
 BX1595                          STATION RECOVERY (1982)
 BX1595
 BX1595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1596 ***********************************************************************
 BX1596  DESIGNATION -  C 3493 LAGS
 BX1596  PID         -  BX1596
 BX1596  STATE/COUNTY-  LA/WINN
 BX1596  USGS QUAD   -  PACKTON (1984)
 BX1596
 BX1596                         *CURRENT SURVEY CONTROL
 BX1596  ___________________________________________________________________
 BX1596* NAD 83(1986)-  31 50 58.     (N)    092 30 16.     (W)     SCALED    
 BX1596* NAVD 88     -        31.61   (+/-2cm)     103.7    (feet)  VERTCON   
 BX1596  ___________________________________________________________________
 BX1596  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1596
 BX1596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1596
 BX1596.The horizontal coordinates were scaled from a topographic map and have
 BX1596.an estimated accuracy of +/- 6 seconds.
 BX1596
 BX1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1596.The vertical order pertains to the NGVD 29 superseded value.
 BX1596
 BX1596.The geoid height was determined by GEOID03.
 BX1596
 BX1596;                    North         East    Units  Estimated Accuracy
 BX1596;SPC LA N     -   149,620.      999,580.      MT  (+/- 180 meters Scaled)
 BX1596
 BX1596                          SUPERSEDED SURVEY CONTROL
 BX1596
 BX1596  NGVD 29 (??/??/??)   31.626  (m)          103.76   (f) ADJUSTED    2 0
 BX1596
 BX1596.Superseded values are not recommended for survey control.
 BX1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1596.See file dsdata.txt to determine how the superseded data were derived.
 BX1596
 BX1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR468238(NAD 83)
 BX1596_MARKER: DD = SURVEY DISK
 BX1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1596_STAMPING: C 3493
 BX1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1596+STABILITY: SURFACE MOTION
 BX1596
 BX1596  HISTORY     - Date     Condition        Report By
 BX1596  HISTORY     - UNK      MONUMENTED       LAGS
 BX1596  HISTORY     - 1950     GOOD             CGS
 BX1596  HISTORY     - 1955     GOOD             CGS
 BX1596  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX1596
 BX1596                          STATION DESCRIPTION
 BX1596
 BX1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1596'5.5 MI NW FROM ZION.
 BX1596'5.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1596'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, ON THE
 BX1596'OUTSIDE OF A CURVE WITH TANGENTS LEADING WEST AND SOUTH, ABOUT 200
 BX1596'FEET NORTHEAST OF A FARMHOUSE ON THE SOUTHWEST SIDE OF THE HIGHWAY,
 BX1596'154 FEET EAST OF A POWER LINE POLE WITH TWO METERS ON THE NORTH SIDE
 BX1596'OF THE POLE, 82 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.4
 BX1596'FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BX1596'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BX1596
 BX1596                          STATION RECOVERY (1955)
 BX1596
 BX1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1596'RECOVERED IN GOOD CONDITION.
 BX1596
 BX1596                          STATION RECOVERY (1982)
 BX1596
 BX1596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1597 ***********************************************************************
 BX1597  DESIGNATION -  C 3494 LAGS
 BX1597  PID         -  BX1597
 BX1597  STATE/COUNTY-  LA/WINN
 BX1597  USGS QUAD   -  PACKTON (1984)
 BX1597
 BX1597                         *CURRENT SURVEY CONTROL
 BX1597  ___________________________________________________________________
 BX1597* NAD 83(1986)-  31 50 22.     (N)    092 30 02.     (W)     SCALED    
 BX1597* NAVD 88     -        40.24   (+/-2cm)     132.0    (feet)  VERTCON   
 BX1597  ___________________________________________________________________
 BX1597  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1597
 BX1597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1597
 BX1597.The horizontal coordinates were scaled from a topographic map and have
 BX1597.an estimated accuracy of +/- 6 seconds.
 BX1597
 BX1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1597.The vertical order pertains to the NGVD 29 superseded value.
 BX1597
 BX1597.The geoid height was determined by GEOID03.
 BX1597
 BX1597;                    North         East    Units  Estimated Accuracy
 BX1597;SPC LA N     -   148,510.      999,950.      MT  (+/- 180 meters Scaled)
 BX1597
 BX1597                          SUPERSEDED SURVEY CONTROL
 BX1597
 BX1597  NGVD 29 (??/??/??)   40.261  (m)          132.09   (f) ADJUSTED    2 0
 BX1597
 BX1597.Superseded values are not recommended for survey control.
 BX1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1597.See file dsdata.txt to determine how the superseded data were derived.
 BX1597
 BX1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR472227(NAD 83)
 BX1597_MARKER: DD = SURVEY DISK
 BX1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1597_STAMPING: C 3494
 BX1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1597+STABILITY: SURFACE MOTION
 BX1597
 BX1597  HISTORY     - Date     Condition        Report By
 BX1597  HISTORY     - UNK      MONUMENTED       LAGS
 BX1597  HISTORY     - 1950     GOOD             CGS
 BX1597
 BX1597                          STATION DESCRIPTION
 BX1597
 BX1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1597'4.7 MI NW FROM ZION.
 BX1597'4.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1597'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, AT A
 BX1597'T-JUNCTION OF ROADS, ABOUT 250 FEET SOUTHEAST OF A FARMHOUSE ON THE
 BX1597'WEST SIDE OF THE ROAD, 56 FEET NORTHEAST OF A POWER LINE POLE, 46 FEET
 BX1597'NORTH OF THE CENTER LINE OF A SIDE ROAD LEADING EAST, 22 FEET EAST OF
 BX1597'THE CENTER LINE OF THE HIGHWAY, 10.7 FEET SOUTH OF A REFERENCE POST,
 BX1597'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BX1597'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1600 ***********************************************************************
 BX1600  DESIGNATION -  C 3497 LAGS
 BX1600  PID         -  BX1600
 BX1600  STATE/COUNTY-  LA/WINN
 BX1600  USGS QUAD   -  PACKTON (1984)
 BX1600
 BX1600                         *CURRENT SURVEY CONTROL
 BX1600  ___________________________________________________________________
 BX1600* NAD 83(1986)-  31 49 54.     (N)    092 30 06.     (W)     SCALED    
 BX1600* NAVD 88     -        50.22   (+/-2cm)     164.8    (feet)  VERTCON   
 BX1600  ___________________________________________________________________
 BX1600  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1600
 BX1600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1600
 BX1600.The horizontal coordinates were scaled from a topographic map and have
 BX1600.an estimated accuracy of +/- 6 seconds.
 BX1600
 BX1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1600.The vertical order pertains to the NGVD 29 superseded value.
 BX1600
 BX1600.The geoid height was determined by GEOID03.
 BX1600
 BX1600;                    North         East    Units  Estimated Accuracy
 BX1600;SPC LA N     -   147,650.      999,840.      MT  (+/- 180 meters Scaled)
 BX1600
 BX1600                          SUPERSEDED SURVEY CONTROL
 BX1600
 BX1600  NGVD 29 (??/??/??)   50.237  (m)          164.82   (f) ADJUSTED    2 0
 BX1600
 BX1600.Superseded values are not recommended for survey control.
 BX1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1600.See file dsdata.txt to determine how the superseded data were derived.
 BX1600
 BX1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR471218(NAD 83)
 BX1600_MARKER: DD = SURVEY DISK
 BX1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1600_STAMPING: C 3497
 BX1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1600+STABILITY: SURFACE MOTION
 BX1600
 BX1600  HISTORY     - Date     Condition        Report By
 BX1600  HISTORY     - UNK      MONUMENTED       LAGS
 BX1600  HISTORY     - 1950     GOOD             CGS
 BX1600  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX1600
 BX1600                          STATION DESCRIPTION
 BX1600
 BX1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1600'4.1 MI NW FROM ZION.
 BX1600'4.1 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1600'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, ON THE
 BX1600'OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTHWEST AND SOUTHWEST, 34
 BX1600'FEET NORTHWEST OF A 14-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST
 BX1600'SIDE OF THE TREE, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15
 BX1600'FEET NORTH OF THE CENTER LINE OF A FAINT WOODS ROAD LEADING EAST INTO
 BX1600'THE WOODS, 13 FEET SOUTH OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON
 BX1600'THE WEST SIDE OF THE TREE, 5.5 FEET WEST OF A REFERENCE POST, SET IN
 BX1600'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX1600
 BX1600                          STATION RECOVERY (1982)
 BX1600
 BX1600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX1600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1601 ***********************************************************************
 BX1601  DESIGNATION -  C 3497 LAGS RESET 1955
 BX1601  PID         -  BX1601
 BX1601  STATE/COUNTY-  LA/WINN
 BX1601  USGS QUAD   -  PACKTON (1984)
 BX1601
 BX1601                         *CURRENT SURVEY CONTROL
 BX1601  ___________________________________________________________________
 BX1601* NAD 83(1986)-  31 49 54.     (N)    092 30 06.     (W)     SCALED    
 BX1601* NAVD 88     -        50.28   (+/-2cm)     165.0    (feet)  VERTCON   
 BX1601  ___________________________________________________________________
 BX1601  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1601
 BX1601  VERT ORDER  -  THIRD (See Below)
 BX1601
 BX1601.The horizontal coordinates were scaled from a topographic map and have
 BX1601.an estimated accuracy of +/- 6 seconds.
 BX1601
 BX1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1601.The vertical order pertains to the NGVD 29 superseded value.
 BX1601
 BX1601.The geoid height was determined by GEOID03.
 BX1601
 BX1601;                    North         East    Units  Estimated Accuracy
 BX1601;SPC LA N     -   147,650.      999,840.      MT  (+/- 180 meters Scaled)
 BX1601
 BX1601                          SUPERSEDED SURVEY CONTROL
 BX1601
 BX1601  NGVD 29 (??/??/??)   50.29   (m)          165.0    (f) RESET       3  
 BX1601
 BX1601.Superseded values are not recommended for survey control.
 BX1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1601.See file dsdata.txt to determine how the superseded data were derived.
 BX1601
 BX1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR471218(NAD 83)
 BX1601_MARKER: DD = SURVEY DISK
 BX1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1601_STAMPING: C 3497 RESET 1955
 BX1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1601+STABILITY: SURFACE MOTION
 BX1601
 BX1601  HISTORY     - Date     Condition        Report By
 BX1601  HISTORY     - 1955     MONUMENTED       CGS
 BX1601
 BX1601                          STATION DESCRIPTION
 BX1601
 BX1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BX1601'4.1 MI NW FROM ZION.
 BX1601'IN WINN PARISH, 4.1 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE
 BX1601'JUNCTION OF STATE HIGHWAY 108 AT ZION, GRANT PARISH, AT THE SUMMIT OF
 BX1601'A HILL, AT THE JUNCTION OF THE NEW HIGHWAY LEADING NORTH AND THE OLD
 BX1601'HIGHWAY LEADING NORTHWEST, 43 FEET EAST OF THE NEW HIGHWAY, AND 5 FEET
 BX1601'SOUTH OF A 12-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1602 ***********************************************************************
 BX1602  DESIGNATION -  C 3498 LAGS
 BX1602  PID         -  BX1602
 BX1602  STATE/COUNTY-  LA/WINN
 BX1602  USGS QUAD   -  PACKTON (1984)
 BX1602
 BX1602                         *CURRENT SURVEY CONTROL
 BX1602  ___________________________________________________________________
 BX1602* NAD 83(1986)-  31 49 52.     (N)    092 30 08.     (W)     SCALED    
 BX1602* NAVD 88     -        51.04   (+/-2cm)     167.5    (feet)  VERTCON   
 BX1602  ___________________________________________________________________
 BX1602  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1602
 BX1602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1602
 BX1602.The horizontal coordinates were scaled from a topographic map and have
 BX1602.an estimated accuracy of +/- 6 seconds.
 BX1602
 BX1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1602.The vertical order pertains to the NGVD 29 superseded value.
 BX1602
 BX1602.The geoid height was determined by GEOID03.
 BX1602
 BX1602;                    North         East    Units  Estimated Accuracy
 BX1602;SPC LA N     -   147,590.      999,790.      MT  (+/- 180 meters Scaled)
 BX1602
 BX1602                          SUPERSEDED SURVEY CONTROL
 BX1602
 BX1602  NGVD 29 (??/??/??)   51.061  (m)          167.52   (f) ADJUSTED    2 0
 BX1602
 BX1602.Superseded values are not recommended for survey control.
 BX1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1602.See file dsdata.txt to determine how the superseded data were derived.
 BX1602
 BX1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR471218(NAD 83)
 BX1602_MARKER: DD = SURVEY DISK
 BX1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1602_STAMPING: C 3498
 BX1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1602+STABILITY: SURFACE MOTION
 BX1602
 BX1602  HISTORY     - Date     Condition        Report By
 BX1602  HISTORY     - UNK      MONUMENTED       LAGS
 BX1602  HISTORY     - 1950     GOOD             CGS
 BX1602  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX1602
 BX1602                          STATION DESCRIPTION
 BX1602
 BX1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1602'4.05 MI NW FROM ZION.
 BX1602'4.05 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1602'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, ON THE
 BX1602'OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTHEAST AND SOUTHEAST, 106
 BX1602'FEET NORTH OF THE CENTER LINE OF A SIDE ROAD LEADING WEST, 48 FEET
 BX1602'WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTH OF A 28-INCH
 BX1602'PINE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 5 FEET EAST
 BX1602'OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE
 BX1602'TREE, 1.6 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BX1602'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS AT THE
 BX1602'JUNCTION OF A ROAD LEADING WEST, 111 FEET WEST OF THE CENTERLINE OF
 BX1602'THE HIGHWAY, 110 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 BX1602'WEST, AND ON THE PROJECTED TANGENT OF THE HIGHWAY FROM THE SOUTHEAST.
 BX1602
 BX1602                          STATION RECOVERY (1982)
 BX1602
 BX1602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1603 ***********************************************************************
 BX1603  DESIGNATION -  C 3499 LAGS
 BX1603  PID         -  BX1603
 BX1603  STATE/COUNTY-  LA/WINN
 BX1603  USGS QUAD   -  PACKTON (1984)
 BX1603
 BX1603                         *CURRENT SURVEY CONTROL
 BX1603  ___________________________________________________________________
 BX1603* NAD 83(1986)-  31 49 31.     (N)    092 30 03.     (W)     SCALED    
 BX1603* NAVD 88     -        60.65   (+/-2cm)     199.0    (feet)  VERTCON   
 BX1603  ___________________________________________________________________
 BX1603  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1603
 BX1603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1603
 BX1603.The horizontal coordinates were scaled from a topographic map and have
 BX1603.an estimated accuracy of +/- 6 seconds.
 BX1603
 BX1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1603.The vertical order pertains to the NGVD 29 superseded value.
 BX1603
 BX1603.The geoid height was determined by GEOID03.
 BX1603
 BX1603;                    North         East    Units  Estimated Accuracy
 BX1603;SPC LA N     -   146,940.      999,920.      MT  (+/- 180 meters Scaled)
 BX1603
 BX1603                          SUPERSEDED SURVEY CONTROL
 BX1603
 BX1603  NGVD 29 (??/??/??)   60.670  (m)          199.05   (f) ADJUSTED    2 0
 BX1603
 BX1603.Superseded values are not recommended for survey control.
 BX1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1603.See file dsdata.txt to determine how the superseded data were derived.
 BX1603
 BX1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR472211(NAD 83)
 BX1603_MARKER: DD = SURVEY DISK
 BX1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1603_STAMPING: C 3499
 BX1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1603+STABILITY: SURFACE MOTION
 BX1603
 BX1603  HISTORY     - Date     Condition        Report By
 BX1603  HISTORY     - UNK      MONUMENTED       LAGS
 BX1603  HISTORY     - 1950     GOOD             CGS
 BX1603
 BX1603                          STATION DESCRIPTION
 BX1603
 BX1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1603'3.65 MI NW FROM ZION.
 BX1603'3.65 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1603'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, AT A
 BX1603'T-JUNCTION OF ROADS AT THE SUMMIT OF A HILL, ON TOP OF A SMALL BANK,
 BX1603'34 FEET NORTHWEST OF THE CENTER LINE OF THE SIDE ROAD LEADING
 BX1603'SOUTHWEST, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.6
 BX1603'FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BX1603'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1604 ***********************************************************************
 BX1604  DESIGNATION -  C 3499 LAGS RESET 1955
 BX1604  PID         -  BX1604
 BX1604  STATE/COUNTY-  LA/WINN
 BX1604  USGS QUAD   -  PACKTON (1984)
 BX1604
 BX1604                         *CURRENT SURVEY CONTROL
 BX1604  ___________________________________________________________________
 BX1604* NAD 83(1986)-  31 49 31.     (N)    092 30 02.     (W)     SCALED    
 BX1604* NAVD 88     -        60.64   (+/-2cm)     198.9    (feet)  VERTCON   
 BX1604  ___________________________________________________________________
 BX1604  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1604
 BX1604  VERT ORDER  -  THIRD (See Below)
 BX1604
 BX1604.The horizontal coordinates were scaled from a topographic map and have
 BX1604.an estimated accuracy of +/- 6 seconds.
 BX1604
 BX1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1604.The vertical order pertains to the NGVD 29 superseded value.
 BX1604
 BX1604.The geoid height was determined by GEOID03.
 BX1604
 BX1604;                    North         East    Units  Estimated Accuracy
 BX1604;SPC LA N     -   146,940.      999,950.      MT  (+/- 180 meters Scaled)
 BX1604
 BX1604                          SUPERSEDED SURVEY CONTROL
 BX1604
 BX1604  NGVD 29 (??/??/??)   60.66   (m)          199.0    (f) RESET       3  
 BX1604
 BX1604.Superseded values are not recommended for survey control.
 BX1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1604.See file dsdata.txt to determine how the superseded data were derived.
 BX1604
 BX1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR472211(NAD 83)
 BX1604_MARKER: DD = SURVEY DISK
 BX1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1604_STAMPING: C 3499 RESET 1955
 BX1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1604+STABILITY: SURFACE MOTION
 BX1604
 BX1604  HISTORY     - Date     Condition        Report By
 BX1604  HISTORY     - 1955     MONUMENTED       CGS
 BX1604
 BX1604                          STATION DESCRIPTION
 BX1604
 BX1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BX1604'3.65 MI NW FROM ZION.
 BX1604'IN WINN PARISH, 3.65 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE
 BX1604'JUNCTION OF STATE HIGHWAY 108 AT ZION, GRANT PARISH, AT THE SUMMIT OF
 BX1604'A HILL, IN THE SOUTHWEST ANGLE OF THE T-JUNCTION OF A ROAD LEADING
 BX1604'SOUTHWEST, 34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET
 BX1604'NORTH OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET NORTH OF A CONCRETE
 BX1604'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1605 ***********************************************************************
 BX1605  DESIGNATION -  C 3500 LAGS
 BX1605  PID         -  BX1605
 BX1605  STATE/COUNTY-  LA/WINN
 BX1605  USGS QUAD   -  GEORGETOWN (1984)
 BX1605
 BX1605                         *CURRENT SURVEY CONTROL
 BX1605  ___________________________________________________________________
 BX1605* NAD 83(1986)-  31 49 22.     (N)    092 29 55.     (W)     SCALED    
 BX1605* NAVD 88     -        60.79   (+/-2cm)     199.4    (feet)  VERTCON   
 BX1605  ___________________________________________________________________
 BX1605  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1605
 BX1605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1605
 BX1605.The horizontal coordinates were scaled from a topographic map and have
 BX1605.an estimated accuracy of +/- 6 seconds.
 BX1605
 BX1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1605.The vertical order pertains to the NGVD 29 superseded value.
 BX1605
 BX1605.The geoid height was determined by GEOID03.
 BX1605
 BX1605;                    North         East    Units  Estimated Accuracy
 BX1605;SPC LA N     -   146,660.    1,000,130.      MT  (+/- 180 meters Scaled)
 BX1605
 BX1605                          SUPERSEDED SURVEY CONTROL
 BX1605
 BX1605  NGVD 29 (??/??/??)   60.807  (m)          199.50   (f) ADJUSTED    2 0
 BX1605
 BX1605.Superseded values are not recommended for survey control.
 BX1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1605.See file dsdata.txt to determine how the superseded data were derived.
 BX1605
 BX1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR474209(NAD 83)
 BX1605_MARKER: DD = SURVEY DISK
 BX1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1605_STAMPING: C 3500
 BX1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1605+STABILITY: SURFACE MOTION
 BX1605
 BX1605  HISTORY     - Date     Condition        Report By
 BX1605  HISTORY     - UNK      MONUMENTED       LAGS
 BX1605  HISTORY     - 1950     GOOD             CGS
 BX1605
 BX1605                          STATION DESCRIPTION
 BX1605
 BX1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1605'3.45 MI NW FROM ZION.
 BX1605'3.45 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1605'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, JUST
 BX1605'NORTHWEST OF THE SUMMIT OF A HILL, ON THE SOUTHWEST EDGE OF A CUT
 BX1605'BANK, 28 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10.4 FEET
 BX1605'NORTHWEST OF A REFERENCE POST, 8 FEET SOUTHWEST OF A 10-INCH PINE WITH
 BX1605'A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE TREE, ABOUT 3 FEET
 BX1605'ABOVE ROAD LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BX1605'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1606 ***********************************************************************
 BX1606  DESIGNATION -  C 3500 LAGS RESET 1955
 BX1606  PID         -  BX1606
 BX1606  STATE/COUNTY-  LA/WINN
 BX1606  USGS QUAD   -  GEORGETOWN (1984)
 BX1606
 BX1606                         *CURRENT SURVEY CONTROL
 BX1606  ___________________________________________________________________
 BX1606* NAD 83(1986)-  31 49 22.     (N)    092 29 55.     (W)     SCALED    
 BX1606* NAVD 88     -        60.95   (+/-2cm)     200.0    (feet)  VERTCON   
 BX1606  ___________________________________________________________________
 BX1606  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1606
 BX1606  VERT ORDER  -  THIRD (See Below)
 BX1606
 BX1606.The horizontal coordinates were scaled from a topographic map and have
 BX1606.an estimated accuracy of +/- 6 seconds.
 BX1606
 BX1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1606.The vertical order pertains to the NGVD 29 superseded value.
 BX1606
 BX1606.The geoid height was determined by GEOID03.
 BX1606
 BX1606;                    North         East    Units  Estimated Accuracy
 BX1606;SPC LA N     -   146,660.    1,000,130.      MT  (+/- 180 meters Scaled)
 BX1606
 BX1606                          SUPERSEDED SURVEY CONTROL
 BX1606
 BX1606  NGVD 29 (??/??/??)   60.97   (m)          200.0    (f) RESET       3  
 BX1606
 BX1606.Superseded values are not recommended for survey control.
 BX1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1606.See file dsdata.txt to determine how the superseded data were derived.
 BX1606
 BX1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR474209(NAD 83)
 BX1606_MARKER: DB = BENCH MARK DISK
 BX1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1606_STAMPING: C 3500 RESET 1955
 BX1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1606+STABILITY: SURFACE MOTION
 BX1606
 BX1606  HISTORY     - Date     Condition        Report By
 BX1606  HISTORY     - 1955     MONUMENTED       CGS
 BX1606
 BX1606                          STATION DESCRIPTION
 BX1606
 BX1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BX1606'3.45 MI NW FROM ZION.
 BX1606'IN WINN PARISH, 3.45 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE
 BX1606'JUNCTION OF STATE HIGHWAY 108 AT ZION, GRANT PARISH, ON A 6-FOOT CUT
 BX1606'BANK, 50 YARDS NORTHWEST OF THE SUMMIT OF A HILL, 33 FEET EAST OF THE
 BX1606'CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A 12-INCH PINE TREE WITH A
 BX1606'TRIANGULAR BLAZE ON THE WEST SIDE, AND 1 FOOT EAST OF A CONCRETE
 BX1606'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1745 ***********************************************************************
 CQ1745  DESIGNATION -  C 3525
 CQ1745  PID         -  CQ1745
 CQ1745  STATE/COUNTY-  LA/CADDO
 CQ1745  USGS QUAD   -  GREENWOOD (1982)
 CQ1745
 CQ1745                         *CURRENT SURVEY CONTROL
 CQ1745  ___________________________________________________________________
 CQ1745* NAD 83(1986)-  32 26 37.     (N)    093 58 29.     (W)     SCALED    
 CQ1745* NAVD 88     -        82.836  (meters)     271.77   (feet)  ADJUSTED  
 CQ1745  ___________________________________________________________________
 CQ1745  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1745  DYNAMIC HT  -          82.742 (meters)     271.46  (feet)  COMP
 CQ1745  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 CQ1745
 CQ1745  VERT ORDER  -  FIRST     CLASS II
 CQ1745
 CQ1745.The horizontal coordinates were scaled from a topographic map and have
 CQ1745.an estimated accuracy of +/- 6 seconds.
 CQ1745
 CQ1745.The orthometric height was determined by differential leveling
 CQ1745.and adjusted by the National Geodetic Survey in June 1991..
 CQ1745
 CQ1745.The geoid height was determined by GEOID03.
 CQ1745
 CQ1745.The dynamic height is computed by dividing the NAVD 88
 CQ1745.geopotential number by the normal gravity value computed on the
 CQ1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1745.degrees latitude (g = 980.6199 gals.).
 CQ1745
 CQ1745.The modeled gravity was interpolated from observed gravity values.
 CQ1745
 CQ1745;                    North         East    Units  Estimated Accuracy
 CQ1745;SPC LA N     -   216,450.      861,330.      MT  (+/- 180 meters Scaled)
 CQ1745
 CQ1745                          SUPERSEDED SURVEY CONTROL
 CQ1745
 CQ1745  NGVD 29 (??/??/92)   82.907  (m)          272.00   (f) ADJ UNCH    1 2
 CQ1745
 CQ1745.Superseded values are not recommended for survey control.
 CQ1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1745.See file dsdata.txt to determine how the superseded data were derived.
 CQ1745
 CQ1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR083900(NAD 83)
 CQ1745_MARKER: DD = SURVEY DISK
 CQ1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1745_STAMPING: C 3525
 CQ1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1745+STABILITY: SURFACE MOTION
 CQ1745
 CQ1745  HISTORY     - Date     Condition        Report By
 CQ1745  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1745  HISTORY     - 1954     GOOD             CGS
 CQ1745  HISTORY     - 1990     GOOD             USPSQD
 CQ1745  HISTORY     - 19990206 GOOD             USPSQD
 CQ1745
 CQ1745                          STATION DESCRIPTION
 CQ1745
 CQ1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CQ1745'IN GREENWOOD.
 CQ1745'AT GREENWOOD, ON TOP OF A HILL, 107.8 FEET NORTHEAST OF A TRAFFIC
 CQ1745'LIGHT, 67.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE LITTLE INN
 CQ1745'CAFE, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.9 FEET
 CQ1745'NORTHEAST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1745'IS FLUSH WITH THE GROUND.
 CQ1745
 CQ1745                          STATION RECOVERY (1990)
 CQ1745
 CQ1745'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1745'RECOVERED IN GOOD CONDITION.
 CQ1745
 CQ1745                          STATION RECOVERY (1999)
 CQ1745
 CQ1745'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1102 ***********************************************************************
 CR1102  DESIGNATION -  C 3537
 CR1102  PID         -  CR1102
 CR1102  STATE/COUNTY-  LA/CADDO
 CR1102  USGS QUAD   -  WASKOM (1978)
 CR1102
 CR1102                         *CURRENT SURVEY CONTROL
 CR1102  ___________________________________________________________________
 CR1102* NAD 83(1992)-  32 28 13.50475(N)    094 02 34.79603(W)     ADJUSTED  
 CR1102* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 CR1102  ___________________________________________________________________
 CR1102  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CR1102  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR1102
 CR1102  HORZ ORDER  -  SECOND
 CR1102
 CR1102.The horizontal coordinates were established by classical geodetic methods
 CR1102.and adjusted by the National Geodetic Survey in February 1996..
 CR1102
 CR1102.The orthometric height was scaled from a topographic map.
 CR1102
 CR1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1102
 CR1102.The geoid height was determined by GEOID03.
 CR1102
 CR1102;                    North         East     Units Scale Factor Converg.
 CR1102;SPC LA N     -   219,506.600   854,957.052   MT  0.99996114   -0 48 56.8
 CR1102;SPC LA N     -   720,164.57  2,804,971.59   sFT  0.99996114   -0 48 56.8
 CR1102;SPC TXNC     - 2,098,014.796 1,018,833.943   MT  0.99992371   +2 25 51.0
 CR1102;SPC TXNC     - 6,883,236.88  3,342,624.36   sFT  0.99992371   +2 25 51.0
 CR1102;UTM  15      - 3,593,058.888   401,987.178   MT  0.99971846   -0 33 36.0
 CR1102
 CR1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1102!SPC LA N     -   0.99999154  x   0.99996114  =   0.99995268
 CR1102!SPC TXNC     -   0.99999154  x   0.99992371  =   0.99991525
 CR1102!UTM  15      -   0.99999154  x   0.99971846  =   0.99971000
 CR1102
 CR1102                          SUPERSEDED SURVEY CONTROL
 CR1102
 CR1102  NAD 83(1992)-  32 28 13.50843(N)    094 02 34.79482(W) AD(       ) 2
 CR1102  NAD 83(1986)-  32 28 13.51518(N)    094 02 34.78609(W) AD(       ) 2
 CR1102  NAD 27      -  32 28 12.95300(N)    094 02 34.12410(W) AD(       ) 2
 CR1102
 CR1102.Superseded values are not recommended for survey control.
 CR1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1102.See file dsdata.txt to determine how the superseded data were derived.
 CR1102
 CR1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0198793059(NAD 83)
 CR1102_MARKER: DD = SURVEY DISK
 CR1102_SETTING: 0 = UNSPECIFIED SETTING
 CR1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1102
 CR1102  HISTORY     - Date     Condition        Report By
 CR1102  HISTORY     - 1950     MONUMENTED       LAGS
 CR1102  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CR1102
 CR1102                          STATION DESCRIPTION
 CR1102
 CR1102'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1950 (JCT)
 CR1102'STATION IS LOCATED ABOUT 1-1/4 MILES EAST SOUTHEAST OF THE
 CR1102'BUSINESS CENTER OF WASKOM ON THE APPROXIMATE STATE LINE
 CR1102'OF TEXAS AND LOUISIANA.  STATION IS 32 FEET SOUTHWEST OF THE
 CR1102'CENTERLINE OF U.S. HIGHWAY 80, 23 FEET SOUTHEAST OF THE
 CR1102'APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 10 FEET NORTH NORTHEAST
 CR1102'OF STATE LINE MARKER.  THE MARK IS A 6 X 6 DIAMOND SHAPED
 CR1102'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS
 CR1102'STAMPED C 3537 WPA STATION.
 CR1102'
 CR1102'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CR1102'LATEX AND THE DISTANCE IS 22.294 METERS (73.14 FEET) SOUTH
 CR1102'SOUTHWEST.
 CR1102'
 CR1102'TO REACH FROM THE WASKOM MUNICIPAL WATER TANK GO EASTERLY
 CR1102'ON U.S. HIGHWAY 80 FOR 1.3 MILES TO STATION ON RIGHT NEAR STATE
 CR1102'LINE AS DESCRIBED.
 CR1102
 CR1102                          STATION RECOVERY (2001)
 CR1102
 CR1102'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CR1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2254 ***********************************************************************
 BK2254  DESIGNATION -  C 356
 BK2254  PID         -  BK2254
 BK2254  STATE/COUNTY-  LA/CALCASIEU
 BK2254  USGS QUAD   -  ECHO (1994)
 BK2254
 BK2254                         *CURRENT SURVEY CONTROL
 BK2254  ___________________________________________________________________
 BK2254* NAD 83(1986)-  30 08 39.     (N)    093 39 44.     (W)     SCALED    
 BK2254* NAVD 88     -         3.158  (meters)      10.36   (feet)  ADJUSTED  
 BK2254  ___________________________________________________________________
 BK2254  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK2254  DYNAMIC HT  -           3.153 (meters)      10.34  (feet)  COMP
 BK2254  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 BK2254
 BK2254  VERT ORDER  -  FIRST     CLASS II
 BK2254
 BK2254.The horizontal coordinates were scaled from a topographic map and have
 BK2254.an estimated accuracy of +/- 6 seconds.
 BK2254
 BK2254.The orthometric height was determined by differential leveling
 BK2254.and adjusted by the National Geodetic Survey in February 1994..
 BK2254
 BK2254.The geoid height was determined by GEOID03.
 BK2254
 BK2254.The dynamic height is computed by dividing the NAVD 88
 BK2254.geopotential number by the normal gravity value computed on the
 BK2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2254.degrees latitude (g = 980.6199 gals.).
 BK2254
 BK2254.The modeled gravity was interpolated from observed gravity values.
 BK2254
 BK2254;                    North         East    Units  Estimated Accuracy
 BK2254;SPC LA S     -   184,530.      775,650.      MT  (+/- 180 meters Scaled)
 BK2254
 BK2254                          SUPERSEDED SURVEY CONTROL
 BK2254
 BK2254  NAVD 88 (06/15/91)    3.158  (m)           10.36   (f) UNKNOWN     1 2
 BK2254  NGVD 29 (??/??/??)    3.116  (m)           10.22   (f) ADJUSTED    1 2
 BK2254
 BK2254.Superseded values are not recommended for survey control.
 BK2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2254.See file dsdata.txt to determine how the superseded data were derived.
 BK2254
 BK2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP362349(NAD 83)
 BK2254_MARKER: I = METAL ROD
 BK2254_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2254_STAMPING: C 356 1981
 BK2254_MARK LOGO: NGS   
 BK2254_PROJECTION: FLUSH
 BK2254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2254+STABILITY: POSITION/ELEVATION WELL
 BK2254_ROD/PIPE-DEPTH: 8.5  meters
 BK2254
 BK2254  HISTORY     - Date     Condition        Report By
 BK2254  HISTORY     - 1981     MONUMENTED       NGS
 BK2254  HISTORY     - 20041009 GOOD             USPSQD
 BK2254
 BK2254                          STATION DESCRIPTION
 BK2254
 BK2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2254'12.2 KM (7.6 MI) NE FROM ORANGE TX.
 BK2254'2.95 KILOMETERS (1.85 MILES) NORTH ALONG 16TH STREET FROM THE JUNCTION
 BK2254'OF WEST GREEN AVENUE IN ORANGE, TEXAS, THENCE 9.25 KILOMETERS (5.75
 BK2254'MILES) EAST ALONG INTERSTATE 10 (INCLUDING THE RAMP MILEAGE) TO THE
 BK2254'MARK ON THE RIGHT, 14.33 METERS (47.0 FEET) SOUTHEAST OF THE
 BK2254'CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY, 1.98 METERS (6.5
 BK2254'FEET) SOUTHEAST OF THE SOUTHEAST EDGE OF THE METAL BASE OF A STREET
 BK2254'LAMP.
 BK2254'THE MARK IS 1.0 M BELOW HIGHWAY.10.
 BK2254
 BK2254                          STATION RECOVERY (2004)
 BK2254
 BK2254'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0697 ***********************************************************************
 AT0697  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0697  DESIGNATION -  C 367
 AT0697  PID         -  AT0697
 AT0697  STATE/COUNTY-  LA/PLAQUEMINES
 AT0697  USGS QUAD   -  BELLE CHASSE (1994)
 AT0697
 AT0697                         *CURRENT SURVEY CONTROL
 AT0697  ___________________________________________________________________
 AT0697* NAD 83(1992)-  29 51 09.94022(N)    089 59 12.53381(W)     ADJUSTED  
 AT0697* NAVD 88     -         1.24 **(meters)       4.1  **(feet)  GPS OBS(2004.65)
 AT0697  **This station is located in a subsidence area (see below).
 AT0697  ___________________________________________________________________
 AT0697  X           -       1,274.046 (meters)                     COMP
 AT0697  Y           -  -5,536,377.891 (meters)                     COMP
 AT0697  Z           -   3,156,216.158 (meters)                     COMP
 AT0697  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT0697  ELLIP HEIGHT-         -24.48  (meters)          (05/09/05) GPS OBS
 AT0697  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AT0697  DYNAMIC HT  -           1.24  (meters)       4.1   (feet)  COMP
 AT0697  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 AT0697
 AT0697  HORZ ORDER  -  B
 AT0697  VERT ORDER  -  THIRD (See Below)
 AT0697  ELLP ORDER  -  FOURTH    CLASS II
 AT0697
 AT0697.The horizontal coordinates were established by GPS observations
 AT0697.and adjusted by the National Geodetic Survey in May 2005..
 AT0697
 AT0697 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0697 ** and geoid heights are valid at the date of observation. These heights
 AT0697 ** must always be validated when used as control.
 AT0697 ** The orthometric height was determined by GPS observations using
 AT0697 ** precise GPS observation and processing techniques and a new
 AT0697 ** realization of GEOID03. It supersedes the leveled height previously
 AT0697 ** determined for this station.
 AT0697 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0697 ** epoch indicated which incorporates improved geoid heights for the
 AT0697 ** Southern Louisiana Subsidence area.
 AT0697 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0697.The orthometric height was determined by GPS observations and a
 AT0697.high-resolution geoid model using precise GPS observation and
 AT0697.processing techniques. It supersedes the leveled height previously
 AT0697.determined for this station.
 AT0697.WARNING-GPS observations at this control monument resulted in a GPS
 AT0697.derived orthometric height which differed from the leveled height by
 AT0697.more than one decimeter (0.1 meter).
 AT0697.The vertical order pertains to the first NAVD 88 superseded value.
 AT0697
 AT0697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0697
 AT0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0697
 AT0697.The ellipsoidal height was determined by GPS observations
 AT0697.and is referenced to NAD 83.
 AT0697
 AT0697.The geoid height was determined by GEOID03.
 AT0697
 AT0697.The dynamic height is computed by dividing the NAVD 88
 AT0697.geopotential number by the normal gravity value computed on the
 AT0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0697.degrees latitude (g = 980.6199 gals.).
 AT0697
 AT0697.The modeled gravity was interpolated from observed gravity values.
 AT0697
 AT0697;                    North         East     Units Scale Factor Converg.
 AT0697;SPC LA S     -   150,710.407 1,130,099.688   MT  0.99992907   +0 40 23.8
 AT0697;SPC LA S     -   494,455.73  3,707,668.73   sFT  0.99992907   +0 40 23.8
 AT0697;UTM  16      - 3,306,216.344   211,437.904   MT  1.00062750   -1 29 16.0
 AT0697;UTM  15      - 3,306,282.837   791,110.952   MT  1.00064574   +1 30 03.4
 AT0697
 AT0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0697!SPC LA S     -   1.00000384  x   0.99992907  =   0.99993291
 AT0697!UTM  16      -   1.00000384  x   1.00062750  =   1.00063135
 AT0697!UTM  15      -   1.00000384  x   1.00064574  =   1.00064959
 AT0697
 AT0697                          SUPERSEDED SURVEY CONTROL
 AT0697
 AT0697  NAVD 88 (02/14/94)    1.375  (m)            4.51   (f) READJUSTED  3  
 AT0697  NAVD 88 (06/15/91)    1.436  (m)            4.71   (f) UNKNOWN     1 2
 AT0697  NGVD 29 (??/??/??)    1.472  (m)            4.83   (f) ADJUSTED    1 2
 AT0697
 AT0697.Superseded values are not recommended for survey control.
 AT0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0697.See file dsdata.txt to determine how the superseded data were derived.
 AT0697
 AT0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1143806216(NAD 83)
 AT0697_MARKER: I = METAL ROD
 AT0697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AT0697_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AT0697_STAMPING: C 367 1984
 AT0697_MARK LOGO: NGS   
 AT0697_PROJECTION: FLUSH
 AT0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AT0697+STABILITY: POSITION/ELEVATION WELL
 AT0697_ROD/PIPE-DEPTH: 29.3 meters
 AT0697_SLEEVE-DEPTH  : 6.10 meters
 AT0697
 AT0697  HISTORY     - Date     Condition        Report By
 AT0697  HISTORY     - 1984     MONUMENTED       NGS
 AT0697
 AT0697                          STATION DESCRIPTION
 AT0697
 AT0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0697'0.16 KM (0.1 MI) NE FROM BELLE CHASSE.
 AT0697'0.16 KM (0.1 MI) NORTHEAST ALONG STATE ROUTE 23 FROM THE POST OFFICE
 AT0697'IN BELLE CHASSE.  IN THE NORTHEAST LAWN NEAR A BRICK AND IRON FENCE OF
 AT0697'THE BELLE CHASSE BRANCH LIBARAY, 23.5 METERS (77.2 FT) NORTHWEST OF
 AT0697'THE CENTERLINE OF ROUTE 23 SOUTHBOUND, 3.3 METERS (10.9 FT) EAST OF
 AT0697'THE OUTSIDE CORNER OF A BRICK WALL OFFSET, 4.4 METERS (14.6 FT)
 AT0697'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK BELL MONUMENT
 AT0697'FOUNDATION, 2.5 METERS (8.2 FT) NOTH-NORTHEAST OF A TWO FOOT HIGH
 AT0697'BRICK WALL, 2.2 METERS (7.3 FT) EAST-SOUTHEAST OF A TWO FOOT HIGH
 AT0697'BRICK WALL, 15.2 METERS (49.7 FT) NORTH-NORTHWEST OF A SIDEWALK STREET
 AT0697'LIGHT, 14.5 METERS (47.7 FT) SOUTHWEST OF THE CENTER OF A STREET
 AT0697'LEADING WEST-NORTHWEST AND 17.7 METERS (58.2 FT) NORTHWEST OF THE WEST
 AT0697'EDGE OF A STREET SIDEWALK.  NOTE, DRIVEN TO REQUIRED DRIVING RATE.
 AT0697'THE MARK IS 0.31 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1343 ***********************************************************************
 CQ1343  DESIGNATION -  C 37
 CQ1343  PID         -  CQ1343
 CQ1343  STATE/COUNTY-  LA/WEBSTER
 CQ1343  USGS QUAD   -  CULLEN (1981)
 CQ1343
 CQ1343                         *CURRENT SURVEY CONTROL
 CQ1343  ___________________________________________________________________
 CQ1343* NAD 83(1986)-  32 57 03.     (N)    093 27 08.     (W)     SCALED    
 CQ1343* NAVD 88     -        77.062  (meters)     252.83   (feet)  ADJUSTED  
 CQ1343  ___________________________________________________________________
 CQ1343  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1343  DYNAMIC HT  -          76.978 (meters)     252.55  (feet)  COMP
 CQ1343  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 CQ1343
 CQ1343  VERT ORDER  -  SECOND    CLASS 0
 CQ1343
 CQ1343.The horizontal coordinates were scaled from a topographic map and have
 CQ1343.an estimated accuracy of +/- 6 seconds.
 CQ1343
 CQ1343.The orthometric height was determined by differential leveling
 CQ1343.and adjusted by the National Geodetic Survey in June 1991..
 CQ1343
 CQ1343.The geoid height was determined by GEOID03.
 CQ1343
 CQ1343.The dynamic height is computed by dividing the NAVD 88
 CQ1343.geopotential number by the normal gravity value computed on the
 CQ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1343.degrees latitude (g = 980.6199 gals.).
 CQ1343
 CQ1343.The modeled gravity was interpolated from observed gravity values.
 CQ1343
 CQ1343;                    North         East    Units  Estimated Accuracy
 CQ1343;SPC LA N     -   272,140.      910,960.      MT  (+/- 180 meters Scaled)
 CQ1343
 CQ1343                          SUPERSEDED SURVEY CONTROL
 CQ1343
 CQ1343  NGVD 29 (??/??/??)   77.122  (m)          253.02   (f) ADJUSTED    2 0
 CQ1343
 CQ1343.Superseded values are not recommended for survey control.
 CQ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1343.See file dsdata.txt to determine how the superseded data were derived.
 CQ1343
 CQ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS577459(NAD 83)
 CQ1343_MARKER: DB = BENCH MARK DISK
 CQ1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1343_STAMPING: C 37 1934
 CQ1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1343+STABILITY: SURFACE MOTION
 CQ1343
 CQ1343  HISTORY     - Date     Condition        Report By
 CQ1343  HISTORY     - 1934     MONUMENTED       CGS
 CQ1343  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ1343  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1343
 CQ1343                          STATION DESCRIPTION
 CQ1343
 CQ1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1343'3.8 MI S FROM SPRINGHILL.
 CQ1343'ABOUT 3.7 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1343'THE STATION AT SPRING HILL, WEBSTER PARISH, ABOUT 174 FEET SOUTHWEST
 CQ1343'OF POLE 51+15, ABOUT 174 YARDS SOUTHWEST OF AN OIL PUMPING STATION, AT
 CQ1343'A ROAD CROSSING, AND ABOUT 17 YARDS WEST OF THE TRACK.  A STANDARD
 CQ1343'DISK, STAMPED C 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1343
 CQ1343                          STATION RECOVERY (1978)
 CQ1343
 CQ1343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ1343'MARK NOT FOUND.
 CQ1343
 CQ1343                          STATION RECOVERY (2002)
 CQ1343
 CQ1343'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3702 ***********************************************************************
 BJ3702  DESIGNATION -  C 378
 BJ3702  PID         -  BJ3702
 BJ3702  STATE/COUNTY-  LA/ST LANDRY
 BJ3702  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ3702
 BJ3702                         *CURRENT SURVEY CONTROL
 BJ3702  ___________________________________________________________________
 BJ3702* NAD 83(1986)-  30 32 35.     (N)    091 47 39.     (W)     SCALED    
 BJ3702* NAVD 88     -        13.720  (meters)      45.01   (feet)  ADJUSTED  
 BJ3702  ___________________________________________________________________
 BJ3702  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3702  DYNAMIC HT  -          13.703 (meters)      44.96  (feet)  COMP
 BJ3702  MODELED GRAV-     979,341.2   (mgal)                       NAVD 88
 BJ3702
 BJ3702  VERT ORDER  -  FIRST     CLASS II
 BJ3702
 BJ3702.The horizontal coordinates were scaled from a topographic map and have
 BJ3702.an estimated accuracy of +/- 6 seconds.
 BJ3702
 BJ3702.The orthometric height was determined by differential leveling
 BJ3702.and adjusted by the National Geodetic Survey in February 1994..
 BJ3702
 BJ3702.The geoid height was determined by GEOID03.
 BJ3702
 BJ3702.The dynamic height is computed by dividing the NAVD 88
 BJ3702.geopotential number by the normal gravity value computed on the
 BJ3702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3702.degrees latitude (g = 980.6199 gals.).
 BJ3702
 BJ3702.The modeled gravity was interpolated from observed gravity values.
 BJ3702
 BJ3702;                    North         East    Units  Estimated Accuracy
 BJ3702;SPC LA S     -   226,550.      955,780.      MT  (+/- 180 meters Scaled)
 BJ3702
 BJ3702                          SUPERSEDED SURVEY CONTROL
 BJ3702
 BJ3702.No superseded survey control is available for this station.
 BJ3702
 BJ3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP156795(NAD 83)
 BJ3702_MARKER: DB = BENCH MARK DISK
 BJ3702_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3702_SP_SET: BRIDGE ABUTMENT
 BJ3702_STAMPING: C 378 1986
 BJ3702_MARK LOGO: NGS   
 BJ3702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3702+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BJ3702
 BJ3702  HISTORY     - Date     Condition        Report By
 BJ3702  HISTORY     - 1986     MONUMENTED       NGS
 BJ3702  HISTORY     - 20051123 GOOD             INDIV
 BJ3702
 BJ3702                          STATION DESCRIPTION
 BJ3702
 BJ3702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3702'4.0 KM (2.5 MI) WEST FROM KROTZ SPRINGS.
 BJ3702'4.0 KM (2.5 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE WEST END OF
 BJ3702'THE BRIDGE OVER THE ATCHAFALAYA RIVER IN KROTZ SPRINGS TO THE MARK ON
 BJ3702'THE RIGHT IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE WEST
 BJ3702'BOUND LANE OF BRIDGE OVER HALF MOON BAYOU.  IT IS 5.49 METERS (18.0
 BJ3702'FT) AND 0.15 METERS (0.5 FT) EAST OF THE WEST EDGE OF THE ABUTMENT.
 BJ3702'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3702
 BJ3702                          STATION RECOVERY (2005)
 BJ3702
 BJ3702'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JHM)
 BJ3702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1614 ***********************************************************************
 CQ1614  DESIGNATION -  C 38
 CQ1614  PID         -  CQ1614
 CQ1614  STATE/COUNTY-  LA/BIENVILLE
 CQ1614  USGS QUAD   -  FRYEBURG (1986)
 CQ1614
 CQ1614                         *CURRENT SURVEY CONTROL
 CQ1614  ___________________________________________________________________
 CQ1614* NAD 83(1986)-  32 24 46.     (N)    093 14 07.     (W)     SCALED    
 CQ1614* NAVD 88     -        77.74   (+/-2cm)     255.1    (feet)  VERTCON   
 CQ1614  ___________________________________________________________________
 CQ1614  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1614
 CQ1614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1614
 CQ1614.The horizontal coordinates were scaled from a topographic map and have
 CQ1614.an estimated accuracy of +/- 6 seconds.
 CQ1614
 CQ1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1614.The vertical order pertains to the NGVD 29 superseded value.
 CQ1614
 CQ1614.The geoid height was determined by GEOID03.
 CQ1614
 CQ1614;                    North         East    Units  Estimated Accuracy
 CQ1614;SPC LA N     -   212,320.      930,840.      MT  (+/- 180 meters Scaled)
 CQ1614
 CQ1614                          SUPERSEDED SURVEY CONTROL
 CQ1614
 CQ1614  NGVD 29 (??/??/??)   77.798  (m)          255.24   (f) ADJUSTED    2 0
 CQ1614
 CQ1614.Superseded values are not recommended for survey control.
 CQ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1614.See file dsdata.txt to determine how the superseded data were derived.
 CQ1614
 CQ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR778862(NAD 83)
 CQ1614_MARKER: DB = BENCH MARK DISK
 CQ1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1614_STAMPING: C 38 1934
 CQ1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1614+STABILITY: SURFACE MOTION
 CQ1614
 CQ1614  HISTORY     - Date     Condition        Report By
 CQ1614  HISTORY     - 1934     MONUMENTED       CGS
 CQ1614  HISTORY     - 1943     GOOD             LOCSUR
 CQ1614  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1614
 CQ1614                          STATION DESCRIPTION
 CQ1614
 CQ1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1614'2.9 MI N FROM LAWHON.
 CQ1614'AT FRYEBURG, BIENVILLE PARISH, ABOUT 2.9 MILES NORTH OF LAWHON, ABOUT
 CQ1614'23 YARDS SOUTHEAST OF THE LOUISIANA AND ARKANSAS RAILWAY STATION,
 CQ1614'ABOUT 397 YARDS NORTH OF MILEPOST 93, 36 FEET NORTH OF THE NORTH EDGE
 CQ1614'OF THE STATION, ABOUT 34 YARDS SOUTH OF A STORE, 19 FEET NORTH OF THE
 CQ1614'CENTER OF A GRAVEL-ROAD CROSSING, 17 FEET WEST OF A POWER-TRANSMISSION
 CQ1614'LINE POLE, ABOUT 16 YARDS EAST OF THE TRACK, AND 43 FEET EAST OF THE
 CQ1614'EAST RAIL.  A STANDARD DISK, STAMPED C 38 1934 AND SET IN THE TOP OF A
 CQ1614'CONCRETE POST.
 CQ1614
 CQ1614                          STATION RECOVERY (1943)
 CQ1614
 CQ1614'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1614'RECOVERED IN GOOD CONDITION.
 CQ1614
 CQ1614                          STATION RECOVERY (1982)
 CQ1614
 CQ1614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2461 ***********************************************************************
 BK2461  DESIGNATION -  C 381
 BK2461  PID         -  BK2461
 BK2461  STATE/COUNTY-  LA/CALCASIEU
 BK2461  USGS QUAD   -  DE QUINCY (1994)
 BK2461
 BK2461                         *CURRENT SURVEY CONTROL
 BK2461  ___________________________________________________________________
 BK2461* NAD 83(1986)-  30 25 59.     (N)    093 28 01.     (W)     SCALED    
 BK2461* NAVD 88     -        24.916  (meters)      81.75   (feet)  ADJUSTED  
 BK2461  ___________________________________________________________________
 BK2461  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2461  DYNAMIC HT  -          24.884 (meters)      81.64  (feet)  COMP
 BK2461  MODELED GRAV-     979,338.6   (mgal)                       NAVD 88
 BK2461
 BK2461  VERT ORDER  -  FIRST     CLASS II
 BK2461
 BK2461.The horizontal coordinates were scaled from a topographic map and have
 BK2461.an estimated accuracy of +/- 6 seconds.
 BK2461
 BK2461.The orthometric height was determined by differential leveling
 BK2461.and adjusted by the National Geodetic Survey in February 1994..
 BK2461
 BK2461.The geoid height was determined by GEOID03.
 BK2461
 BK2461.The dynamic height is computed by dividing the NAVD 88
 BK2461.geopotential number by the normal gravity value computed on the
 BK2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2461.degrees latitude (g = 980.6199 gals.).
 BK2461
 BK2461.The modeled gravity was interpolated from observed gravity values.
 BK2461
 BK2461;                    North         East    Units  Estimated Accuracy
 BK2461;SPC LA S     -   216,180.      795,060.      MT  (+/- 180 meters Scaled)
 BK2461
 BK2461                          SUPERSEDED SURVEY CONTROL
 BK2461
 BK2461.No superseded survey control is available for this station.
 BK2461
 BK2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP551668(NAD 83)
 BK2461_MARKER: I = METAL ROD
 BK2461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2461_SP_SET: STAINLESS STEEL ROD
 BK2461_STAMPING: C 381 1986
 BK2461_MARK LOGO: NGS   
 BK2461_PROJECTION: FLUSH
 BK2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2461_ROD/PIPE-DEPTH: 6.1  meters
 BK2461
 BK2461  HISTORY     - Date     Condition        Report By
 BK2461  HISTORY     - 1986     MONUMENTED       NGS
 BK2461  HISTORY     - 19961101 GOOD             USPSQD
 BK2461
 BK2461                          STATION DESCRIPTION
 BK2461
 BK2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2461'4.8 KM (3.0 MI) WEST FROM DE QUINCY.
 BK2461'4.8 KM (3.0 MI) WEST ALONG STATE HIGHWY 12 FROM THE JUNCTION OF STATE
 BK2461'HIGHWAY 27 SOUTH IN DE QUINCY TO THE ENTRANCE TO DE QUINCY INDUSTRAIL
 BK2461'AIRPARK AND THE MARK ON THE RIGHT, 14.20 METERS (46.6 FT) NORTHWEST OF
 BK2461'THE CENTERLINE OF THE HIGHWAY, 15.85 METERS (52.0 FT) NORTHEAST OF THE
 BK2461'CENTER OF THE ENTRANCE ROAD TO AIRPARK, 0.43 METER (1.4 FT) SOUTHEAST
 BK2461'OF THE SOUTHEAST FACE OF THE CONCRETE FOUNDATION FOR SIGN READING (DE
 BK2461'QUINCY INDUSTRIAL AIRPARK).
 BK2461'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2461
 BK2461                          STATION RECOVERY (1996)
 BK2461
 BK2461'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3718 ***********************************************************************
 BJ3718  DESIGNATION -  C 383
 BJ3718  PID         -  BJ3718
 BJ3718  STATE/COUNTY-  LA/ST TAMMANY
 BJ3718  USGS QUAD   -  COVINGTON (1994)
 BJ3718
 BJ3718                         *CURRENT SURVEY CONTROL
 BJ3718  ___________________________________________________________________
 BJ3718* NAD 83(1986)-  30 28 58.     (N)    090 03 28.     (W)     SCALED    
 BJ3718* NAVD 88     -         8.296  (meters)      27.22   (feet)  ADJUSTED  
 BJ3718  ___________________________________________________________________
 BJ3718  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ3718  DYNAMIC HT  -           8.285 (meters)      27.18  (feet)  COMP
 BJ3718  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 BJ3718
 BJ3718  VERT ORDER  -  FIRST     CLASS II
 BJ3718
 BJ3718.The horizontal coordinates were scaled from a topographic map and have
 BJ3718.an estimated accuracy of +/- 6 seconds.
 BJ3718
 BJ3718.The orthometric height was determined by differential leveling
 BJ3718.and adjusted by the National Geodetic Survey in February 1994..
 BJ3718
 BJ3718.The geoid height was determined by GEOID03.
 BJ3718
 BJ3718.The dynamic height is computed by dividing the NAVD 88
 BJ3718.geopotential number by the normal gravity value computed on the
 BJ3718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3718.degrees latitude (g = 980.6199 gals.).
 BJ3718
 BJ3718.The modeled gravity was interpolated from observed gravity values.
 BJ3718
 BJ3718;                    North         East    Units  Estimated Accuracy
 BJ3718;SPC LA S     -   220,460.    1,122,470.      MT  (+/- 180 meters Scaled)
 BJ3718
 BJ3718                          SUPERSEDED SURVEY CONTROL
 BJ3718
 BJ3718.No superseded survey control is available for this station.
 BJ3718
 BJ3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP824759(NAD 83)
 BJ3718_MARKER: I = METAL ROD
 BJ3718_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3718_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3718_STAMPING: C 383 1986
 BJ3718_MARK LOGO: NGS   
 BJ3718_PROJECTION: FLUSH
 BJ3718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3718+STABILITY: POSITION/ELEVATION WELL
 BJ3718_ROD/PIPE-DEPTH: 12.1 meters
 BJ3718_SLEEVE-DEPTH  : 6.1 meters
 BJ3718
 BJ3718  HISTORY     - Date     Condition        Report By
 BJ3718  HISTORY     - 1986     MONUMENTED       NGS
 BJ3718
 BJ3718                          STATION DESCRIPTION
 BJ3718
 BJ3718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3718'2.3 KM (1.4 MI) WEST FROM ABITA SPRINGS.
 BJ3718'2.3 KM (1.4 MILES) WEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION WITH
 BJ3718'STATE HIGHWAY 59 SOUTH IN ABITA SPRINGS TO THE MARK ON THE RIGHT ON
 BJ3718'PROPERTY BELONGING TO THE VAMCO TRUCK AND RV SERVICE CENTER.  IT IS
 BJ3718'17.3 METERS (57.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 36, 2.4
 BJ3718'METERS (8.0 FT) NORTHEAST OF THE SOUTHWEST FENCE CORNER, 2.0 METERS
 BJ3718'(6.8 FT) NORTH OF A FENCE AND 1.3 METERS (4.5 FT) EAST OF A FENCE.
 BJ3718'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3718'THE MARK IS ABOVE LEVEL WITH HIGHWAY 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5359 ***********************************************************************
 BJ5359  DESIGNATION -  C 388
 BJ5359  PID         -  BJ5359
 BJ5359  STATE/COUNTY-  LA/TANGIPAHOA
 BJ5359  USGS QUAD   -  ROSELAND (1981)
 BJ5359
 BJ5359                         *CURRENT SURVEY CONTROL
 BJ5359  ___________________________________________________________________
 BJ5359* NAD 83(1986)-  30 50 39.     (N)    090 30 39.     (W)     SCALED    
 BJ5359* NAVD 88     -        48.717  (meters)     159.83   (feet)  ADJUSTED  
 BJ5359  ___________________________________________________________________
 BJ5359  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5359  DYNAMIC HT  -          48.653 (meters)     159.62  (feet)  COMP
 BJ5359  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BJ5359
 BJ5359  VERT ORDER  -  FIRST     CLASS II
 BJ5359
 BJ5359.The horizontal coordinates were scaled from a topographic map and have
 BJ5359.an estimated accuracy of +/- 6 seconds.
 BJ5359
 BJ5359.The orthometric height was determined by differential leveling
 BJ5359.and adjusted by the National Geodetic Survey in February 1994..
 BJ5359
 BJ5359.The geoid height was determined by GEOID03.
 BJ5359
 BJ5359.The dynamic height is computed by dividing the NAVD 88
 BJ5359.geopotential number by the normal gravity value computed on the
 BJ5359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5359.degrees latitude (g = 980.6199 gals.).
 BJ5359
 BJ5359.The modeled gravity was interpolated from observed gravity values.
 BJ5359
 BJ5359;                    North         East    Units  Estimated Accuracy
 BJ5359;SPC LA S     -   260,130.    1,078,680.      MT  (+/- 180 meters Scaled)
 BJ5359
 BJ5359                          SUPERSEDED SURVEY CONTROL
 BJ5359
 BJ5359.No superseded survey control is available for this station.
 BJ5359
 BJ5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ380149(NAD 83)
 BJ5359_MARKER: I = METAL ROD
 BJ5359_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ5359_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ5359_STAMPING: C 388 1992
 BJ5359_MARK LOGO: NGS   
 BJ5359_PROJECTION: FLUSH
 BJ5359_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ5359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5359+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BJ5359_ROD/PIPE-DEPTH: 26.5 meters
 BJ5359_SLEEVE-DEPTH  : 0.9 meters
 BJ5359
 BJ5359  HISTORY     - Date     Condition        Report By
 BJ5359  HISTORY     - 1992     MONUMENTED       NGS
 BJ5359
 BJ5359                          STATION DESCRIPTION
 BJ5359
 BJ5359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BJ5359'10.5 KM (6.50 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ5359'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, 41.8 M (137.1 FT) NORTH
 BJ5359'OF THE CENTER OF A GRAVELED ROAD, 28.2 M (92.5 FT) EAST OF AND LEVEL
 BJ5359'WITH THE CENTERLINE OF U.S. HIGHWAY 51, 23.6 M (77.4 FT) WEST OF THE
 BJ5359'NEAR RAIL, 1.2 M (3.9 FT) NORTH OF A UTILITY POLE, AND 0.5 M
 BJ5359'(1.6 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 BJ5359'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 BJ5359'SPECIFICATIONS MARK A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0917 ***********************************************************************
 CQ0917  DESIGNATION -  C 39
 CQ0917  PID         -  CQ0917
 CQ0917  STATE/COUNTY-  LA/BIENVILLE
 CQ0917  USGS QUAD   -  BIENVILLE (1986)
 CQ0917
 CQ0917                         *CURRENT SURVEY CONTROL
 CQ0917  ___________________________________________________________________
 CQ0917* NAD 83(1986)-  32 20 36.     (N)    092 58 17.     (W)     SCALED    
 CQ0917* NAVD 88     -        62.11   (+/-2cm)     203.8    (feet)  VERTCON   
 CQ0917  ___________________________________________________________________
 CQ0917  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0917
 CQ0917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0917
 CQ0917.The horizontal coordinates were scaled from a topographic map and have
 CQ0917.an estimated accuracy of +/- 6 seconds.
 CQ0917
 CQ0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0917.The vertical order pertains to the NGVD 29 superseded value.
 CQ0917
 CQ0917.The geoid height was determined by GEOID03.
 CQ0917
 CQ0917;                    North         East    Units  Estimated Accuracy
 CQ0917;SPC LA N     -   204,480.      955,630.      MT  (+/- 180 meters Scaled)
 CQ0917
 CQ0917                          SUPERSEDED SURVEY CONTROL
 CQ0917
 CQ0917  NGVD 29 (??/??/??)   62.172  (m)          203.98   (f) ADJUSTED    2 0
 CQ0917
 CQ0917.Superseded values are not recommended for survey control.
 CQ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0917.See file dsdata.txt to determine how the superseded data were derived.
 CQ0917
 CQ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR026784(NAD 83)
 CQ0917_MARKER: DB = BENCH MARK DISK
 CQ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0917_STAMPING: C 39 1934
 CQ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0917+STABILITY: SURFACE MOTION
 CQ0917
 CQ0917  HISTORY     - Date     Condition        Report By
 CQ0917  HISTORY     - 1934     MONUMENTED       CGS
 CQ0917  HISTORY     - 1942     GOOD             CGS
 CQ0917
 CQ0917                          STATION DESCRIPTION
 CQ0917
 CQ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CQ0917'1.0 MI S FROM BIENVILLE.
 CQ0917'1.0 MILE SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ0917'BIENVILLE, BIENVILLE PARISH, 80 YARDS NORTH OF MILEPOST 78, 62 FEET
 CQ0917'NORTHEAST OF A BRIDGE, 41 FEET EAST OF THE CENTERLINE OF THE TRACK,
 CQ0917'AND 10 FEET EAST OF AN OLD ROAD.  A STANDARD DISK, STAMPED C 39 1934
 CQ0917'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8325 ***********************************************************************
 AF8325  DESIGNATION -  C 391
 AF8325  PID         -  AF8325
 AF8325  STATE/COUNTY-  LA/RAPIDES
 AF8325  USGS QUAD   -  LIBUSE (1993)
 AF8325
 AF8325                         *CURRENT SURVEY CONTROL
 AF8325  ___________________________________________________________________
 AF8325* NAD 83(1986)-  31 21 53.     (N)    092 18 20.     (W)     SCALED    
 AF8325* NAVD 88     -        41.61   (+/-2cm)     136.5    (feet)  VERTCON   
 AF8325  ___________________________________________________________________
 AF8325  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AF8325
 AF8325  VERT ORDER  -  SECOND    CLASS I (See Below)
 AF8325
 AF8325.The horizontal coordinates were scaled from a topographic map and have
 AF8325.an estimated accuracy of +/- 6 seconds.
 AF8325
 AF8325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8325.The vertical order pertains to the NGVD 29 superseded value.
 AF8325
 AF8325.The geoid height was determined by GEOID03.
 AF8325
 AF8325;                    North         East    Units  Estimated Accuracy
 AF8325;SPC LA N     -    95,890.    1,018,500.      MT  (+/- 180 meters Scaled)
 AF8325
 AF8325                          SUPERSEDED SURVEY CONTROL
 AF8325
 AF8325  NGVD 29 (12/01/98)   41.587  (m)          136.44   (f) ADJUSTED    2 1
 AF8325
 AF8325.Superseded values are not recommended for survey control.
 AF8325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8325.See file dsdata.txt to determine how the superseded data were derived.
 AF8325
 AF8325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ660702(NAD 83)
 AF8325_MARKER: DV = VERTICAL CONTROL DISK
 AF8325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8325_SP_SET: CULVERT HEADWALL
 AF8325_STAMPING: C 391 1993
 AF8325_MARK LOGO: NGS   
 AF8325_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8325+STABILITY: SURFACE MOTION
 AF8325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8325+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AF8325
 AF8325  HISTORY     - Date     Condition        Report By
 AF8325  HISTORY     - 1993     MONUMENTED       LADTD
 AF8325
 AF8325                          STATION DESCRIPTION
 AF8325
 AF8325'DESCRIBED BY LA TRANSP AND DEV 1993 (TLH)
 AF8325'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF HOLLOWAY AND
 AF8325'2.1 MI (3.4 KM) NORTHEAST OF LIBUSE IN SECTION 41, T 5 N, R 2 E.
 AF8325'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AF8325'REACH THE STATION FROM THE POST OFFICE IN LIBUSE, GO EAST FOR 2.1 MI
 AF8325'(3.4 KM) ON STATE HIGHWAY 28 TO THE STATION SET ON THE LEFT IN THE
 AF8325'HEADWALL FOR A SINGLE ROUND CULVERT UNDER THE HIGHWAY AND JUST WEST OF
 AF8325'THE JUNCTION OF WIGGINS ROAD LEADING NORTH.  THE STATION IS 230.0 FT
 AF8325'(70.1 M) WEST-SOUTHWEST FROM THE CENTER OF WIGGINS ROAD, 55.0 FT (16.8
 AF8325'M) EAST-SOUTHEAST FROM POWER POLE NUMBER 82-108, 53.0 FT (16.2 M)
 AF8325'NORTH-NORTHWEST FROM THE CENTER OF THE HIGHWAY, 8.5 FT (2.6 M)
 AF8325'EAST-NORTHEAST FROM THE WEST END OF THE HEADWALL, 3.0 FT (0.9 M)
 AF8325'WEST-SOUTHWEST FROM THE EAST END OF THE HEADWALL, FLUSH WITH THE
 AF8325'HEADWALL SURFACE AND ABOUT 6.0 FT (1.8 M) BELOW THE LEVEL OF THE
 AF8325'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1111 ***********************************************************************
 BK1111  DESIGNATION -  C 3941 LAGS
 BK1111  PID         -  BK1111
 BK1111  STATE/COUNTY-  LA/ALLEN
 BK1111  USGS QUAD   -  OBERLIN (1994)
 BK1111
 BK1111                         *CURRENT SURVEY CONTROL
 BK1111  ___________________________________________________________________
 BK1111* NAD 83(1986)-  30 32 14.     (N)    092 48 59.     (W)     SCALED    
 BK1111* NAVD 88     -        16.749  (meters)      54.95   (feet)  ADJUSTED  
 BK1111  ___________________________________________________________________
 BK1111  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK1111  DYNAMIC HT  -          16.727 (meters)      54.88  (feet)  COMP
 BK1111  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BK1111
 BK1111  VERT ORDER  -  FIRST     CLASS I
 BK1111
 BK1111.The horizontal coordinates were scaled from a topographic map and have
 BK1111.an estimated accuracy of +/- 6 seconds.
 BK1111
 BK1111.The orthometric height was determined by differential leveling
 BK1111.and adjusted by the National Geodetic Survey in February 1994..
 BK1111
 BK1111.The geoid height was determined by GEOID03.
 BK1111
 BK1111.The dynamic height is computed by dividing the NAVD 88
 BK1111.geopotential number by the normal gravity value computed on the
 BK1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1111.degrees latitude (g = 980.6199 gals.).
 BK1111
 BK1111.The modeled gravity was interpolated from observed gravity values.
 BK1111
 BK1111;                    North         East    Units  Estimated Accuracy
 BK1111;SPC LA S     -   226,740.      857,690.      MT  (+/- 180 meters Scaled)
 BK1111
 BK1111                          SUPERSEDED SURVEY CONTROL
 BK1111
 BK1111  NAVD 88 (06/15/91)   16.735  (m)           54.90   (f) UNKNOWN     1 1
 BK1111  NGVD 29 (??/??/??)   16.718  (m)           54.85   (f) ADJUSTED    1 1
 BK1111
 BK1111.Superseded values are not recommended for survey control.
 BK1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1111.See file dsdata.txt to determine how the superseded data were derived.
 BK1111
 BK1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP176783(NAD 83)
 BK1111_MARKER: DD = SURVEY DISK
 BK1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1111_STAMPING: C 3941
 BK1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1111+STABILITY: SURFACE MOTION
 BK1111
 BK1111  HISTORY     - Date     Condition        Report By
 BK1111  HISTORY     - UNK      MONUMENTED       LAGS
 BK1111  HISTORY     - 1970     GOOD             NGS
 BK1111  HISTORY     - 19850423 MARK NOT FOUND   USPSQD
 BK1111
 BK1111                          STATION DESCRIPTION
 BK1111
 BK1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1111'3.7 MI NE FROM KINDER.
 BK1111'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK1111'PACIFIC RAILROAD STATION AT KINDER, 2 TELEPHONE POLES SOUTHWEST AND
 BK1111'ACROSS THE HIGHWAY FROM RAILROAD MILEPOST 657, 145 1/2 FEET NORTHWEST
 BK1111'OF THE NORTHWEST RAIL, 61 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 BK1111'HIGHWAY, 298 FEET SOUTHWEST OF A POWER POLE, 170 FEET SOUTHWEST OF THE
 BK1111'CENTER LINE OF A GRAVELED ROAD WHICH LEADS WEST, 2 1/2 FEET SOUTHEAST
 BK1111'OF A FENCE, 1.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2
 BK1111'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BK1111'POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND. NOTE--
 BK1111'MARK IS ON THE EDGE OF CUT BANK AND IS SUBJECT TO DESTRUCTION BY
 BK1111'MOWING OPERATIONS.
 BK1111
 BK1111                          STATION RECOVERY (1985)
 BK1111
 BK1111'RECOVERY NOTE BY US POWER SQUADRON 1985 (DFP)
 BK1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0807 ***********************************************************************
 BK0807  DESIGNATION -  C 3946 LAGS
 BK0807  PID         -  BK0807
 BK0807  STATE/COUNTY-  LA/ALLEN
 BK0807  USGS QUAD   -  KINDER (1994)
 BK0807
 BK0807                         *CURRENT SURVEY CONTROL
 BK0807  ___________________________________________________________________
 BK0807* NAD 83(1986)-  30 29 28.     (N)    092 50 44.     (W)     SCALED    
 BK0807* NAVD 88     -        14.238  (meters)      46.71   (feet)  ADJUSTED  
 BK0807  ___________________________________________________________________
 BK0807  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0807  DYNAMIC HT  -          14.220 (meters)      46.65  (feet)  COMP
 BK0807  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BK0807
 BK0807  VERT ORDER  -  FIRST     CLASS I
 BK0807
 BK0807.The horizontal coordinates were scaled from a topographic map and have
 BK0807.an estimated accuracy of +/- 6 seconds.
 BK0807
 BK0807.The orthometric height was determined by differential leveling
 BK0807.and adjusted by the National Geodetic Survey in February 1994..
 BK0807
 BK0807.The geoid height was determined by GEOID03.
 BK0807
 BK0807.The dynamic height is computed by dividing the NAVD 88
 BK0807.geopotential number by the normal gravity value computed on the
 BK0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0807.degrees latitude (g = 980.6199 gals.).
 BK0807
 BK0807.The modeled gravity was interpolated from observed gravity values.
 BK0807
 BK0807;                    North         East    Units  Estimated Accuracy
 BK0807;SPC LA S     -   221,660.      854,830.      MT  (+/- 180 meters Scaled)
 BK0807
 BK0807                          SUPERSEDED SURVEY CONTROL
 BK0807
 BK0807  NAVD 88 (06/15/91)   14.224  (m)           46.67   (f) UNKNOWN     1 1
 BK0807  NGVD 29 (??/??/??)   14.206  (m)           46.61   (f) ADJUSTED    1 1
 BK0807
 BK0807.Superseded values are not recommended for survey control.
 BK0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0807.See file dsdata.txt to determine how the superseded data were derived.
 BK0807
 BK0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP148732(NAD 83)
 BK0807_MARKER: DD = SURVEY DISK
 BK0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0807_STAMPING: C 3946
 BK0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0807+STABILITY: SURFACE MOTION
 BK0807
 BK0807  HISTORY     - Date     Condition        Report By
 BK0807  HISTORY     - UNK      MONUMENTED       LAGS
 BK0807  HISTORY     - 1970     GOOD             NGS
 BK0807
 BK0807                          STATION DESCRIPTION
 BK0807
 BK0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0807'IN KINDER.
 BK0807'AT KINDER, 77 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MISSOURI
 BK0807'PACIFIC RAILROAD STATION, 47 FEET NORTH OF THE CENTER OF A CROSSING OF
 BK0807'THE MISSOURI PACIFIC RAILROAD AND U.S. HIGHWAY 165, 25 FEET NORTHWEST
 BK0807'OF THE CENTER LINE OF THE HIGHWAY, 44 1/2 FEET NORTH OF THE NORTH RAIL
 BK0807'OF THE MAIN TRACK OF THE EAST-WEST LINE OF THE RAILROAD, 30 1/2 FEET
 BK0807'SOUTH OF THE SOUTH RAIL OF A SIDETRACK WHICH CONNECTS THE EAST-WEST
 BK0807'AND THE NORTH-SOUTH LINES OF THE RAILROAD, 15.8 FEET NORTHEAST OF THE
 BK0807'NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE MORE EASTERLY OF 2
 BK0807'SIGNAL CONTROL BOXES, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 BK0807'SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES BELOW THE SURFACE
 BK0807'OF THE GROUND.  SEC 35, T6S, R5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2397 ***********************************************************************
 BK2397  DESIGNATION -  C 3953
 BK2397  PID         -  BK2397
 BK2397  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2397  USGS QUAD   -  KINDER (1994)
 BK2397
 BK2397                         *CURRENT SURVEY CONTROL
 BK2397  ___________________________________________________________________
 BK2397* NAD 83(1986)-  30 28 54.     (N)    092 45 47.     (W)     SCALED    
 BK2397* NAVD 88     -        14.377  (meters)      47.17   (feet)  ADJUSTED  
 BK2397  ___________________________________________________________________
 BK2397  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2397  DYNAMIC HT  -          14.358 (meters)      47.11  (feet)  COMP
 BK2397  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BK2397
 BK2397  VERT ORDER  -  SECOND    CLASS II
 BK2397
 BK2397.The horizontal coordinates were scaled from a topographic map and have
 BK2397.an estimated accuracy of +/- 6 seconds.
 BK2397
 BK2397.The orthometric height was determined by differential leveling
 BK2397.and adjusted by the National Geodetic Survey in February 1994..
 BK2397
 BK2397.The geoid height was determined by GEOID03.
 BK2397
 BK2397.The dynamic height is computed by dividing the NAVD 88
 BK2397.geopotential number by the normal gravity value computed on the
 BK2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2397.degrees latitude (g = 980.6199 gals.).
 BK2397
 BK2397.The modeled gravity was interpolated from observed gravity values.
 BK2397
 BK2397;                    North         East    Units  Estimated Accuracy
 BK2397;SPC LA S     -   220,520.      862,730.      MT  (+/- 180 meters Scaled)
 BK2397
 BK2397                          SUPERSEDED SURVEY CONTROL
 BK2397
 BK2397.No superseded survey control is available for this station.
 BK2397
 BK2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP227721(NAD 83)
 BK2397_MARKER: DB = BENCH MARK DISK
 BK2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2397_SP_SET: CONCRETE POST
 BK2397_STAMPING: C 3953 LGS
 BK2397_MARK LOGO: LAGS  
 BK2397_PROJECTION: FLUSH
 BK2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2397+STABILITY: SURFACE MOTION
 BK2397
 BK2397  HISTORY     - Date     Condition        Report By
 BK2397  HISTORY     - UNK      MONUMENTED       LAGS
 BK2397  HISTORY     - 1982     GOOD             LADTD
 BK2397  HISTORY     - 20031105 MARK NOT FOUND   USPSQD
 BK2397
 BK2397                          STATION DESCRIPTION
 BK2397
 BK2397'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2397'4.7 KM (2.9 MI) WEST FROM ELTON.
 BK2397'ABOUT 6.6 KM (4.1 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2397'IN ELTON TO THE MARK ON THE LEFT, 41 METERS (134.5 FT) SOUTHEAST OF
 BK2397'POWERPOLE NUMBER 13.725, 14.5 METERS (47.5 FT) SOUTH OF THE CENTER OF
 BK2397'US HIGHWAY 190.
 BK2397'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BK2397'THE MARK IS 0.61 M BELOW US HIGHWAY 190.
 BK2397
 BK2397                          STATION RECOVERY (2003)
 BK2397
 BK2397'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2574 ***********************************************************************
 BK2574  DESIGNATION -  C 3979
 BK2574  PID         -  BK2574
 BK2574  STATE/COUNTY-  LA/BEAUREGARD
 BK2574  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2574
 BK2574                         *CURRENT SURVEY CONTROL
 BK2574  ___________________________________________________________________
 BK2574* NAD 83(1986)-  30 41 14.     (N)    093 14 12.     (W)     SCALED    
 BK2574* NAVD 88     -        37.830  (meters)     124.11   (feet)  ADJUSTED  
 BK2574  ___________________________________________________________________
 BK2574  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2574  DYNAMIC HT  -          37.781 (meters)     123.95  (feet)  COMP
 BK2574  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 BK2574
 BK2574  VERT ORDER  -  SECOND    CLASS I
 BK2574
 BK2574.The horizontal coordinates were scaled from a topographic map and have
 BK2574.an estimated accuracy of +/- 6 seconds.
 BK2574
 BK2574.The orthometric height was determined by differential leveling
 BK2574.and adjusted by the National Geodetic Survey in February 1994..
 BK2574
 BK2574.The geoid height was determined by GEOID03.
 BK2574
 BK2574.The dynamic height is computed by dividing the NAVD 88
 BK2574.geopotential number by the normal gravity value computed on the
 BK2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2574.degrees latitude (g = 980.6199 gals.).
 BK2574
 BK2574.The modeled gravity was interpolated from observed gravity values.
 BK2574
 BK2574;                    North         East    Units  Estimated Accuracy
 BK2574;SPC LA S     -   243,960.      817,640.      MT  (+/- 180 meters Scaled)
 BK2574
 BK2574                          SUPERSEDED SURVEY CONTROL
 BK2574
 BK2574.No superseded survey control is available for this station.
 BK2574
 BK2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP773949(NAD 83)
 BK2574_MARKER: DE = TRAVERSE STATION DISK
 BK2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2574_SP_SET: CONCRETE POST
 BK2574_STAMPING: C 3979
 BK2574_MARK LOGO: LAGS  
 BK2574_PROJECTION: FLUSH
 BK2574_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2574+STABILITY: SURFACE MOTION
 BK2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2574+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2574
 BK2574  HISTORY     - Date     Condition        Report By
 BK2574  HISTORY     - 1984     MONUMENTED       LAGS
 BK2574  HISTORY     - 19890920 GOOD             LADTD
 BK2574
 BK2574                          STATION DESCRIPTION
 BK2574
 BK2574'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1984
 BK2574'9.2 KM (5.8 MI) NORTH FROM LONGVILLE.
 BK2574'9.2 KM (5.8 MILES) NORTH ALONG U.S. HIGHWAY171 FROM THE JUNCTION OF
 BK2574'U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO THE MARK ON THE RIGHT IN
 BK2574'SECTION 25, T 4 S, R 9 W, 15.2 METERS (50.0 FEET) EAST OF THE CENTER
 BK2574'LINE OF THE HIGHWAY, 4.5 METERS (14.6 FEET) WEST OF 4 FOOT CHAIN LINK
 BK2574'FENCE , 0.7 METERS (2.4 FEET) WEST OF WITNESS POST , 14.9 METERS
 BK2574'(49.0 FEET) NORTH NORTH EAST OF THE NORTH END OF A 18-INCH R.C.P.
 BK2574'DRIVEWAY LEADING EAST TO THE COOTS RESIDENT (WOOD FRAME HOUSE ON
 BK2574'PIERS) 56.3 METERS (184.8 FEET) SOUTH OF BENCH MARK 6V203.
 BK2574'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 BK2574
 BK2574                          STATION RECOVERY (1989)
 BK2574
 BK2574'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2574'THE STATION IS LOCATED ABOUT 14.3 KM (8.90 MI) SOUTHEAST OF DERIDDER
 BK2574'AND 9.3 KM (5.75 MI) NORTH OF LONGVILLE.  OWNERSHIP--LOUISIANA
 BK2574'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BK2574'FROM THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 110 IN
 BK2574'LONGVILLE, GO NORTH FOR 9.3 KM (5.75 MI) ON HIGHWAY 171 TO THE MARK ON
 BK2574'THE RIGHT SET IN SECTION 25, T 4 S, R 9 W. THE STATION IS 56.3 M
 BK2574'(184.7 FT) SOUTH FROM BENCH MARK 6V203, 15.2 M (49.9 FT) EAST FROM THE
 BK2574'CENTER OF THE HIGHWAY, 14.9 M (48.9 FT) NORTH-NORTHEAST FROM THE NORTH
 BK2574'END OF A SIDE DRAIN, 4.5 M (14.8 FT) WEST FROM A 1.22 M (4.00 FT)
 BK2574'CHAIN LINK FENCE AND 0.7 M (2.3 FT) WEST FROM A WITNESS POST.  THE
 BK2574'MARK IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL
 BK2574'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1519 ***********************************************************************
 CQ1519  DESIGNATION -  C 40
 CQ1519  PID         -  CQ1519
 CQ1519  STATE/COUNTY-  LA/RED RIVER
 CQ1519  USGS QUAD   -  HARMON (1980)
 CQ1519
 CQ1519                         *CURRENT SURVEY CONTROL
 CQ1519  ___________________________________________________________________
 CQ1519* NAD 83(1986)-  32 00 50.     (N)    093 23 18.     (W)     SCALED    
 CQ1519* NAVD 88     -        40.31   (+/-2cm)     132.3    (feet)  VERTCON   
 CQ1519  ___________________________________________________________________
 CQ1519  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1519
 CQ1519  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1519
 CQ1519.The horizontal coordinates were scaled from a topographic map and have
 CQ1519.an estimated accuracy of +/- 6 seconds.
 CQ1519
 CQ1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1519.The vertical order pertains to the NGVD 29 superseded value.
 CQ1519
 CQ1519.The geoid height was determined by GEOID03.
 CQ1519
 CQ1519;                    North         East    Units  Estimated Accuracy
 CQ1519;SPC LA N     -   168,200.      916,080.      MT  (+/- 180 meters Scaled)
 CQ1519
 CQ1519                          SUPERSEDED SURVEY CONTROL
 CQ1519
 CQ1519  NGVD 29 (??/??/??)   40.364  (m)          132.43   (f) ADJUSTED    1 2
 CQ1519
 CQ1519.Superseded values are not recommended for survey control.
 CQ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1519.See file dsdata.txt to determine how the superseded data were derived.
 CQ1519
 CQ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR633420(NAD 83)
 CQ1519_MARKER: DB = BENCH MARK DISK
 CQ1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1519_STAMPING: C 40 1934
 CQ1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1519+STABILITY: SURFACE MOTION
 CQ1519
 CQ1519  HISTORY     - Date     Condition        Report By
 CQ1519  HISTORY     - 1934     MONUMENTED       CGS
 CQ1519  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1519  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1519  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1519
 CQ1519                          STATION DESCRIPTION
 CQ1519
 CQ1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1519'3.3 MI W FROM COUSHATTA.
 CQ1519'3.3 MILES WEST ALONG U. S. HIGHWAY 84 FROM THE LOUISIANA AND ARKANSAS
 CQ1519'RAILWAY STATION AT COUSHATTA, RED RIVER STATION AT ARMISTEAD, 60 FEET
 CQ1519'NORTH OF MILEPOST 38, 52 FEET EAST OF THE CENTERLINE OF THE TRACK, 35
 CQ1519'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF THE
 CQ1519'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 40 1934 AND SET IN THE
 CQ1519'TOP OF A CONCRETE POST.  NOTE - RECOVERED IN 1938.
 CQ1519
 CQ1519                          STATION RECOVERY (1969)
 CQ1519
 CQ1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1519'MARK NOT FOUND.
 CQ1519
 CQ1519                          STATION RECOVERY (1977)
 CQ1519
 CQ1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1519'NOT RECOVERED, INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0576 ***********************************************************************
 AV0576  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0576  DESIGNATION -  C 4051 RESET
 AV0576  PID         -  AV0576
 AV0576  STATE/COUNTY-  LA/VERMILION
 AV0576  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0576
 AV0576                         *CURRENT SURVEY CONTROL
 AV0576  ___________________________________________________________________
 AV0576* NAD 83(1992)-  29 52 57.99706(N)    092 01 49.55061(W)     ADJUSTED  
 AV0576* NAVD 88     -         1.83 **(meters)       6.0  **(feet)  GPS OBS(2004.65)
 AV0576  **This station is located in a subsidence area (see below).
 AV0576  ___________________________________________________________________
 AV0576  EPOCH DATE  -        2004.65
 AV0576  X           -    -196,096.736 (meters)                     COMP
 AV0576  Y           -  -5,531,245.915 (meters)                     COMP
 AV0576  Z           -   3,159,101.363 (meters)                     COMP
 AV0576  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0576  ELLIP HEIGHT-         -24.69  (meters)          (06/22/05) GPS OBS
 AV0576  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AV0576
 AV0576  HORZ ORDER  -  B
 AV0576  ELLP ORDER  -  FOURTH    CLASS I
 AV0576
 AV0576.The horizontal coordinates were established by GPS observations
 AV0576.and adjusted by the National Geodetic Survey in June 2005..
 AV0576.The horizontal coordinates are valid at the epoch date displayed above.
 AV0576.The epoch date for horizontal control is a decimal equivalence
 AV0576.of Year/Month/Day.
 AV0576
 AV0576 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0576 ** and geoid heights are valid at the date of observation. These heights
 AV0576 ** must always be validated when used as control.
 AV0576 ** The orthometric height was determined by GPS observations using
 AV0576 ** precise GPS observation and processing techniques and a new
 AV0576 ** realization of GEOID03. It supersedes the leveled height previously
 AV0576 ** determined for this station.
 AV0576 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0576 ** epoch indicated which incorporates improved geoid heights for the
 AV0576 ** Southern Louisiana Subsidence area.
 AV0576 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0576.The orthometric height was determined by GPS observations and a
 AV0576.high-resolution geoid model using precise GPS observation and
 AV0576.processing techniques. It supersedes the leveled height previously
 AV0576.determined for this station.
 AV0576
 AV0576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0576
 AV0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0576
 AV0576.The ellipsoidal height was determined by GPS observations
 AV0576.and is referenced to NAD 83.
 AV0576
 AV0576.The geoid height was determined by GEOID03.
 AV0576
 AV0576;                    North         East     Units Scale Factor Converg.
 AV0576;SPC LA S     -   153,477.837   932,666.030   MT  0.99992786   -0 20 54.8
 AV0576;SPC LA S     -   503,535.20  3,059,921.80   sFT  0.99992786   -0 20 54.8
 AV0576;UTM  15      - 3,306,190.909   593,624.687   MT  0.99970815   +0 28 59.2
 AV0576
 AV0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0576!SPC LA S     -   1.00000388  x   0.99992786  =   0.99993174
 AV0576!UTM  15      -   1.00000388  x   0.99970815  =   0.99971203
 AV0576
 AV0576                          SUPERSEDED SURVEY CONTROL
 AV0576
 AV0576  NAVD 88 (02/14/94)    1.922  (m)            6.31   (f) ADJUSTED    1 2
 AV0576
 AV0576.Superseded values are not recommended for survey control.
 AV0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0576.See file dsdata.txt to determine how the superseded data were derived.
 AV0576
 AV0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9362506191(NAD 83)
 AV0576_MARKER: DD = SURVEY DISK
 AV0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0576_SP_SET: CONCRETE POST
 AV0576_STAMPING: C 4051 RESET 1959
 AV0576_MARK LOGO: LAGS  
 AV0576_PROJECTION: PROJECTING 3 CENTIMETERS
 AV0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0576+STABILITY: SURFACE MOTION
 AV0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0576+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AV0576
 AV0576  HISTORY     - Date     Condition        Report By
 AV0576  HISTORY     - 1959     MONUMENTED       LAGS
 AV0576  HISTORY     - 1986     GOOD             NGS
 AV0576  HISTORY     - 20040601 GOOD             NGS
 AV0576  HISTORY     - 20051014 GOOD             NGS
 AV0576
 AV0576                          STATION DESCRIPTION
 AV0576
 AV0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AV0576'4.7 KM (2.9 MI) EAST FROM HENRY.
 AV0576'4.7 KM (2.9 MI) EAST ALONG STATE HIGHWAY 330 FROM THE JUNCTION OF
 AV0576'STATE HIGHWAY 689 IN HENRY TO THE MARK ON THE RIGHT, 9.63 METERS (31.6
 AV0576'FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 330. 21.95 METERS (72.0
 AV0576'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 685, 0.55 METER (1.8 FT)
 AV0576'WEST OF A STATE RIGHT-OF-WAY MARKER.
 AV0576'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 AV0576'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 AV0576
 AV0576                          STATION RECOVERY (2004)
 AV0576
 AV0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0576'RECOVERED AS DESCRIBED.
 AV0576
 AV0576                          STATION RECOVERY (2005)
 AV0576
 AV0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AV0576'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  1.5 M NORTHEAST
 AV0576'OF BENCH MARK HENTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1518 ***********************************************************************
 BX1518  DESIGNATION -  C 41
 BX1518  PID         -  BX1518
 BX1518  STATE/COUNTY-  LA/WINN
 BX1518  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1518
 BX1518                         *CURRENT SURVEY CONTROL
 BX1518  ___________________________________________________________________
 BX1518* NAD 83(1986)-  31 57 32.     (N)    092 43 35.     (W)     SCALED    
 BX1518* NAVD 88     -        41.68   (+/-2cm)     136.7    (feet)  VERTCON   
 BX1518  ___________________________________________________________________
 BX1518  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1518
 BX1518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1518
 BX1518.The horizontal coordinates were scaled from a topographic map and have
 BX1518.an estimated accuracy of +/- 6 seconds.
 BX1518
 BX1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1518.The vertical order pertains to the NGVD 29 superseded value.
 BX1518
 BX1518.The geoid height was determined by GEOID03.
 BX1518
 BX1518;                    North         East    Units  Estimated Accuracy
 BX1518;SPC LA N     -   161,780.      978,600.      MT  (+/- 180 meters Scaled)
 BX1518
 BX1518                          SUPERSEDED SURVEY CONTROL
 BX1518
 BX1518  NGVD 29 (??/??/??)   41.708  (m)          136.84   (f) ADJUSTED    2 0
 BX1518
 BX1518.Superseded values are not recommended for survey control.
 BX1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1518.See file dsdata.txt to determine how the superseded data were derived.
 BX1518
 BX1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR258359(NAD 83)
 BX1518_MARKER: DB = BENCH MARK DISK
 BX1518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1518_SP_SET: FOUNDATION
 BX1518_STAMPING: C 41 1934
 BX1518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1518
 BX1518  HISTORY     - Date     Condition        Report By
 BX1518  HISTORY     - 1934     MONUMENTED       CGS
 BX1518  HISTORY     - 19981017 GOOD             USPSQD
 BX1518
 BX1518                          STATION DESCRIPTION
 BX1518
 BX1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1518'2.9 MI E FROM CALVIN.
 BX1518'ABOUT 2.9 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1518'STATION AT CALVIN, WINN PARISH, ABOUT 315 YARDS WEST OF MILEPOST 142,
 BX1518'73 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 9, IN THE TOP OF THE
 BX1518'NORTHEAST CORNER OF THE NORTH CONCRETE FOUNDATION OF A BRIDGE, AND 16
 BX1518'FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 BX1518'C 41 1934.
 BX1518
 BX1518                          STATION RECOVERY (1998)
 BX1518
 BX1518'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3086 ***********************************************************************
 BK3086  DESIGNATION -  C 4186 LAGS 1941
 BK3086  PID         -  BK3086
 BK3086  STATE/COUNTY-  LA/CALCASIEU
 BK3086  USGS QUAD   -  GAYTINE (1994)
 BK3086
 BK3086                         *CURRENT SURVEY CONTROL
 BK3086  ___________________________________________________________________
 BK3086* NAD 83(1992)-  30 23 26.05073(N)    093 13 19.68224(W)     ADJUSTED  
 BK3086* NAVD 88     -        14.0  **(meters)      46.   **(feet)  VERTCON   
 BK3086  **This station is located in a subsidence area (see below).
 BK3086  ___________________________________________________________________
 BK3086  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3086  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3086
 BK3086  HORZ ORDER  -  SECOND
 BK3086
 BK3086.The horizontal coordinates were established by classical geodetic methods
 BK3086.and adjusted by the National Geodetic Survey in January 1993..
 BK3086
 BK3086 ** The orthometric height has not been validated since last determined
 BK3086 ** by differential leveling and should not be used for control purposes.
 BK3086 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3086 ** area with valid NAVD 88 orthometric heights.
 BK3086 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3086 ** epoch indicated which incorporates improved geoid heights for the
 BK3086 ** Southern Louisiana Subsidence area.
 BK3086 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3086
 BK3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3086
 BK3086.The geoid height was determined by GEOID03.
 BK3086
 BK3086;                    North         East     Units Scale Factor Converg.
 BK3086;SPC LA S     -   211,056.378   818,492.035   MT  0.99994879   -0 56 39.9
 BK3086;SPC LA S     -   692,440.80  2,685,335.95   sFT  0.99994879   -0 56 39.9
 BK3086;UTM  15      - 3,362,085.849   478,660.059   MT  0.99960562   -0 06 44.6
 BK3086
 BK3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3086!SPC LA S     -   1.00000209  x   0.99994879  =   0.99995088
 BK3086!UTM  15      -   1.00000209  x   0.99960562  =   0.99960771
 BK3086
 BK3086|---------------------------------------------------------------------|
 BK3086| PID    Reference Object                     Distance      Geod. Az  |
 BK3086|                                                           dddmmss.s |
 BK3086| BK2589 GILLIS RESET                         73.084 METERS 16306     |
 BK3086|---------------------------------------------------------------------|
 BK3086
 BK3086                          SUPERSEDED SURVEY CONTROL
 BK3086
 BK3086  NAD 83(1986)-  30 23 26.07055(N)    093 13 19.67457(W) AD(       ) 2
 BK3086  NAD 27      -  30 23 25.34392(N)    093 13 19.11019(W) AD(       ) 2
 BK3086  NGVD 29 (07/19/86)   13.9    (m)           46.     (f) VERT ANG       
 BK3086
 BK3086.Superseded values are not recommended for survey control.
 BK3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3086.See file dsdata.txt to determine how the superseded data were derived.
 BK3086
 BK3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7866062086(NAD 83)
 BK3086_MARKER: DS = TRIANGULATION STATION DISK
 BK3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3086+STABILITY: SURFACE MOTION
 BK3086
 BK3086  HISTORY     - Date     Condition        Report By
 BK3086  HISTORY     - 1941     MONUMENTED       CGS
 BK3086  HISTORY     - 1958     GOOD             CGS
 BK3086  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3086
 BK3086                          STATION DESCRIPTION
 BK3086
 BK3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3086'STATION IS ABOUT 6.4 MILES S OF THE VILLAGE OF LONGVILLE,
 BK3086'IN THE S HALF OF SECTION 6, T 8 S, R 8 W, ON THE E SIDE OF
 BK3086'U.S. HIGHWAY 171, 45 FEET E OF THE CENTER OF THE HIGHWAY AND
 BK3086'7 FEET W OF A FENCE.  IT IS A STANDARD STATE CONTROL SURVEY
 BK3086'DISK, STAMPED C 4186, SET IN A 6-INCH SQUARE CONCRETE POST
 BK3086'PROJECTING ABOUT 2 INCHES.
 BK3086'
 BK3086'THIS STATION WAS USED AS REFERENCE MARK NO. 2 FOR STATION GILLIS.
 BK3086
 BK3086                          STATION RECOVERY (1958)
 BK3086
 BK3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3086'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 BK3086'
 BK3086'THE MARK IS LOCATED 1.6 MILES NORTHWEST OF THE COMMUNITY OF
 BK3086'GILLIS, AND ABOUT 11 MILES NORTH OF LAKE CHARLES, ON THE TOP
 BK3086'OF A LOW RIDGE, IN THE SOUTH HALF OF SEC. 6, T.8 S, R 8 W. AND
 BK3086'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 171.  IT IS 47 FEET
 BK3086'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 239.72 FEET
 BK3086'NORTHWEST OF TRIANGULATION STATION GILLIS 1941, 7 FEET SOUTHWEST
 BK3086'OF THE RIGHT-OF-WAY FENCE LINE, 32 FEET WEST OF A POWER POLE
 BK3086'AND OPPOSITE A GATE AND FARM ROAD LEADING SOUTHWEST TO A
 BK3086'PASTURE.  IT IS A STANDARD STATE SURVEY DISK, STAMPED C 4186, SET
 BK3086'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4
 BK3086'INCHES.
 BK3086'
 BK3086'TO REACH THE MARK FROM THE POST OFFICE IN LAKE CHARLES, GO EAST
 BK3086'ON U.S. HIGHWAY 90 FOR 2.3 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 BK3086'171, TURN LEFT AND GO NORTH ON U.S. HIGHWAY 171 FOR 10.4 MILES
 BK3086'TO THE COMMUNITY OF GILLIS, CONTINUE NORTHWEST ON U.S. HIGHWAY
 BK3086'171 FOR 1.6 MILES TO THE MARK ON THE RIGHT.
 BK3086
 BK3086                          STATION RECOVERY (2002)
 BK3086
 BK3086'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK3086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0226 ***********************************************************************
 BX0226  DESIGNATION -  C 42
 BX0226  PID         -  BX0226
 BX0226  STATE/COUNTY-  LA/LA SALLE
 BX0226  USGS QUAD   -  JENA EAST (1985)
 BX0226
 BX0226                         *CURRENT SURVEY CONTROL
 BX0226  ___________________________________________________________________
 BX0226* NAD 83(1986)-  31 40 49.     (N)    092 05 34.     (W)     SCALED    
 BX0226* NAVD 88     -        53.42   (+/-2cm)     175.3    (feet)  VERTCON   
 BX0226  ___________________________________________________________________
 BX0226  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0226
 BX0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0226
 BX0226.The horizontal coordinates were scaled from a topographic map and have
 BX0226.an estimated accuracy of +/- 6 seconds.
 BX0226
 BX0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0226.The vertical order pertains to the NGVD 29 superseded value.
 BX0226
 BX0226.The geoid height was determined by GEOID03.
 BX0226
 BX0226;                    North         East    Units  Estimated Accuracy
 BX0226;SPC LA N     -   130,940.    1,038,610.      MT  (+/- 180 meters Scaled)
 BX0226
 BX0226                          SUPERSEDED SURVEY CONTROL
 BX0226
 BX0226  NGVD 29 (??/??/??)   53.406  (m)          175.22   (f) ADJUSTED    2 0
 BX0226
 BX0226.Superseded values are not recommended for survey control.
 BX0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0226.See file dsdata.txt to determine how the superseded data were derived.
 BX0226
 BX0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR859053(NAD 83)
 BX0226_MARKER: DB = BENCH MARK DISK
 BX0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0226_STAMPING: C 42 1935
 BX0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0226+STABILITY: SURFACE MOTION
 BX0226
 BX0226  HISTORY     - Date     Condition        Report By
 BX0226  HISTORY     - 1935     MONUMENTED       CGS
 BX0226  HISTORY     - 1950     GOOD             CGS
 BX0226  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0226
 BX0226                          STATION DESCRIPTION
 BX0226
 BX0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0226'2.5 MI E FROM JENA.
 BX0226'2.5 MI E OF STATION ALONG THE L AND A R R 59 FEET N OF CENTER OF
 BX0226'TRACK.  47 YARDS N O MILE POST 189.  12 FEET S OF A 30 INCH PINE TREE.
 BX0226'120 FEET NW OF A RAILWAY CROSSING SIGN.
 BX0226
 BX0226                          STATION RECOVERY (1950)
 BX0226
 BX0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0226'RECOVERED IN GOOD CONDITION.
 BX0226
 BX0226                          STATION RECOVERY (1981)
 BX0226
 BX0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3380 ***********************************************************************
 BK3380  DESIGNATION -  C 4249 RESET
 BK3380  PID         -  BK3380
 BK3380  STATE/COUNTY-  LA/VERNON
 BK3380  USGS QUAD   -  ROSEPINE (1994)
 BK3380
 BK3380                         *CURRENT SURVEY CONTROL
 BK3380  ___________________________________________________________________
 BK3380* NAD 83(1986)-  30 56 58.     (N)    093 16 57.     (W)     SCALED    
 BK3380* NAVD 88     -        69.510  (meters)     228.05   (feet)  ADJUSTED  
 BK3380  ___________________________________________________________________
 BK3380  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BK3380  DYNAMIC HT  -          69.423 (meters)     227.77  (feet)  COMP
 BK3380  MODELED GRAV-     979,383.0   (mgal)                       NAVD 88
 BK3380
 BK3380  VERT ORDER  -  SECOND    CLASS I
 BK3380
 BK3380.The horizontal coordinates were scaled from a topographic map and have
 BK3380.an estimated accuracy of +/- 6 seconds.
 BK3380
 BK3380.The orthometric height was determined by differential leveling
 BK3380.and adjusted by the National Geodetic Survey in February 1994..
 BK3380
 BK3380.The geoid height was determined by GEOID03.
 BK3380
 BK3380.The dynamic height is computed by dividing the NAVD 88
 BK3380.geopotential number by the normal gravity value computed on the
 BK3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3380.degrees latitude (g = 980.6199 gals.).
 BK3380
 BK3380.The modeled gravity was interpolated from observed gravity values.
 BK3380
 BK3380;                    North         East    Units  Estimated Accuracy
 BK3380;SPC LA N     -    50,100.      925,230.      MT  (+/- 180 meters Scaled)
 BK3380
 BK3380                          SUPERSEDED SURVEY CONTROL
 BK3380
 BK3380.No superseded survey control is available for this station.
 BK3380
 BK3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ730240(NAD 83)
 BK3380_MARKER: DE = TRAVERSE STATION DISK
 BK3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3380_SP_SET: CONCRETE POST
 BK3380_STAMPING: C4249 RESET 1978
 BK3380_MARK LOGO: LAGS  
 BK3380_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3380+STABILITY: SURFACE MOTION
 BK3380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3380+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1989
 BK3380
 BK3380  HISTORY     - Date     Condition        Report By
 BK3380  HISTORY     - 1978     MONUMENTED       LAGS
 BK3380  HISTORY     - 19891003 GOOD             LADTD
 BK3380  HISTORY     - 20010331 GOOD             NGS
 BK3380  HISTORY     - 20011125 GOOD             USPSQD
 BK3380
 BK3380                          STATION DESCRIPTION
 BK3380
 BK3380'DESCRIBED BY LA TRANSP AND DEV 1989
 BK3380'THE STATION IS LOCATED ABOUT 11.6 KM (7.2 MI) NORTH OF DERIDDER AND
 BK3380'24.3 KM (15.1 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA
 BK3380'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3380'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK3380'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 11.6 KM
 BK3380'(7.2 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT JUST NORTH OF
 BK3380'TILLEY ROAD,  56.1 M (184.1 FT) NORTH FROM THE CENTER OF TILLEY ROAD,
 BK3380'50.6 M (166.0 FT) NORTH FROM A POWER POLE, 21.3 M (69.9 FT) WEST FROM
 BK3380'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 171 AND 0.3 M
 BK3380'(1.0 FT) WEST FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE
 BK3380'GROUND AND LEVEL WITH THE HIGHWAY.
 BK3380
 BK3380                          STATION RECOVERY (2001)
 BK3380
 BK3380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3380
 BK3380                          STATION RECOVERY (2001)
 BK3380
 BK3380'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1951 ***********************************************************************
 BX1951  DESIGNATION -  C 43
 BX1951  PID         -  BX1951
 BX1951  STATE/COUNTY-  LA/VERNON
 BX1951  USGS QUAD   -  LEESVILLE (1994)
 BX1951
 BX1951                         *CURRENT SURVEY CONTROL
 BX1951  ___________________________________________________________________
 BX1951* NAD 83(1986)-  31 08 32.     (N)    093 17 37.     (W)     SCALED    
 BX1951* NAVD 88     -        92.67   (+/-2cm)     304.0    (feet)  VERTCON   
 BX1951  ___________________________________________________________________
 BX1951  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX1951
 BX1951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1951
 BX1951.The horizontal coordinates were scaled from a topographic map and have
 BX1951.an estimated accuracy of +/- 6 seconds.
 BX1951
 BX1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1951.The vertical order pertains to the NGVD 29 superseded value.
 BX1951
 BX1951.The geoid height was determined by GEOID03.
 BX1951
 BX1951;                    North         East    Units  Estimated Accuracy
 BX1951;SPC LA N     -    71,490.      924,320.      MT  (+/- 180 meters Scaled)
 BX1951
 BX1951                          SUPERSEDED SURVEY CONTROL
 BX1951
 BX1951  NGVD 29 (??/??/??)   92.780  (m)          304.40   (f) ADJUSTED    2 0
 BX1951
 BX1951.Superseded values are not recommended for survey control.
 BX1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1951.See file dsdata.txt to determine how the superseded data were derived.
 BX1951
 BX1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ720454(NAD 83)
 BX1951_MARKER: DB = BENCH MARK DISK
 BX1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1951_STAMPING: C 43 1935
 BX1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1951+STABILITY: SURFACE MOTION
 BX1951
 BX1951  HISTORY     - Date     Condition        Report By
 BX1951  HISTORY     - 1935     MONUMENTED       CGS
 BX1951  HISTORY     - 19921010 MARK NOT FOUND   LADTD
 BX1951  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1951  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1951
 BX1951                          STATION DESCRIPTION
 BX1951
 BX1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1951'2.0 MI W FROM LEESVILLE.
 BX1951'2.0 MILES WEST ALONG STATE HIGHWAY 21 FROM THE PARISH COURTHOUSE AT
 BX1951'LEESVILLE, VERNON PARISH, AT THE MIDDLE OF A SLOPE, AT A T-ROAD
 BX1951'LEADING SOUTH, 46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 42
 BX1951'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C
 BX1951'43 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX1951
 BX1951                          STATION RECOVERY (1992)
 BX1951
 BX1951'RECOVERY NOTE BY LA TRANSP AND DEV 1992 (TLH)
 BX1951'THE STATION WAS SEARCHED FOR AND NOT FOUND AND IS PRESUMED DESTROYED
 BX1951'DUE TO ROAD CONSTRUCTION.
 BX1951
 BX1951                          STATION RECOVERY (1994)
 BX1951
 BX1951'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1951'MARK NOT FOUND.
 BX1951
 BX1951                          STATION RECOVERY (2001)
 BX1951
 BX1951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1951'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1258 ***********************************************************************
 BK1258  DESIGNATION -  C 44
 BK1258  PID         -  BK1258
 BK1258  STATE/COUNTY-  LA/VERNON
 BK1258  USGS QUAD   -  SUGRUE (1986)
 BK1258
 BK1258                         *CURRENT SURVEY CONTROL
 BK1258  ___________________________________________________________________
 BK1258* NAD 83(1986)-  30 55 49.     (N)    093 06 26.     (W)     SCALED    
 BK1258* NAVD 88     -        59.51   (+/-2cm)     195.2    (feet)  VERTCON   
 BK1258  ___________________________________________________________________
 BK1258  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BK1258
 BK1258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1258
 BK1258.The horizontal coordinates were scaled from a topographic map and have
 BK1258.an estimated accuracy of +/- 6 seconds.
 BK1258
 BK1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1258.The vertical order pertains to the NGVD 29 superseded value.
 BK1258
 BK1258.The geoid height was determined by GEOID03.
 BK1258
 BK1258;                    North         East    Units  Estimated Accuracy
 BK1258;SPC LA N     -    47,870.      941,960.      MT  (+/- 180 meters Scaled)
 BK1258
 BK1258                          SUPERSEDED SURVEY CONTROL
 BK1258
 BK1258  NGVD 29 (??/??/??)   59.602  (m)          195.54   (f) ADJUSTED    2 0
 BK1258
 BK1258.Superseded values are not recommended for survey control.
 BK1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1258.See file dsdata.txt to determine how the superseded data were derived.
 BK1258
 BK1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ897218(NAD 83)
 BK1258_MARKER: DB = BENCH MARK DISK
 BK1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1258_STAMPING: C 44 1935
 BK1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1258+STABILITY: SURFACE MOTION
 BK1258
 BK1258  HISTORY     - Date     Condition        Report By
 BK1258  HISTORY     - 1935     MONUMENTED       CGS
 BK1258  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1258
 BK1258                          STATION DESCRIPTION
 BK1258
 BK1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1258'11.4 MI W FROM PITKIN.
 BK1258'11.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1258'STATION AT PITKIN, VERNON PARISH, 10 FEET WEST OF MILEPOST 51, AT A
 BK1258'ROAD CROSSING, 38 FEET NORTH OF THE CENTERLINE OF THE TRACK, 16 FEET
 BK1258'SOUTHWEST OF A RIGHT OF WAY FENCE CORNER, AND IN LINE WITH A ROW OF
 BK1258'POLES.  A STANDARD DISK, STAMPED C 44 1935 AND SET IN THE TOP OF A
 BK1258'CONCRETE POST.
 BK1258
 BK1258                          STATION RECOVERY (1994)
 BK1258
 BK1258'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1319 ***********************************************************************
 BW1319  DESIGNATION -  C 4429
 BW1319  PID         -  BW1319
 BW1319  STATE/COUNTY-  LA/CONCORDIA
 BW1319  USGS QUAD   -  DEER PARK (1983)
 BW1319
 BW1319                         *CURRENT SURVEY CONTROL
 BW1319  ___________________________________________________________________
 BW1319* NAD 83(1986)-  31 29 12.     (N)    091 31 32.     (W)     SCALED    
 BW1319* NAVD 88     -        17.69   (+/-2cm)      58.0    (feet)  VERTCON   
 BW1319  ___________________________________________________________________
 BW1319  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BW1319
 BW1319  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1319
 BW1319.The horizontal coordinates were scaled from a topographic map and have
 BW1319.an estimated accuracy of +/- 6 seconds.
 BW1319
 BW1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1319.The vertical order pertains to the NGVD 29 superseded value.
 BW1319
 BW1319.The geoid height was determined by GEOID03.
 BW1319
 BW1319;                    North         East    Units  Estimated Accuracy
 BW1319;SPC LA N     -   109,810.    1,092,580.      MT  (+/- 180 meters Scaled)
 BW1319
 BW1319                          SUPERSEDED SURVEY CONTROL
 BW1319
 BW1319  NGVD 29 (??/??/92)   17.683  (m)           58.02   (f) ADJ UNCH    1 2
 BW1319
 BW1319.Superseded values are not recommended for survey control.
 BW1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1319.See file dsdata.txt to determine how the superseded data were derived.
 BW1319
 BW1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ400844(NAD 83)
 BW1319_MARKER: DD = SURVEY DISK
 BW1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1319_STAMPING: C 4429
 BW1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1319+STABILITY: SURFACE MOTION
 BW1319
 BW1319  HISTORY     - Date     Condition        Report By
 BW1319  HISTORY     - UNK      MONUMENTED       LAGS
 BW1319  HISTORY     - 1957     MARK NOT FOUND   USGS
 BW1319  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1319
 BW1319                          STATION DESCRIPTION
 BW1319
 BW1319'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BW1319'8 MI SW FROM VIDALIA.
 BW1319'8 MILES SOUTHWEST OF VIDALIA, CONCORDIA PARISH, ON THE WEST TOE OF THE
 BW1319'MAIN LEVEE, 3/4 MILE SOUTH OF MORO LANDING, 1.1 MILES SOUTH OF TWO
 BW1319'CONCRETE SILOS, 375 FEET NORTH OF THE POINT WHERE A GRAVEL ROAD GOES
 BW1319'UP ONTO THE LEVEE, 45 FEET EAST OF THE CENTERLINE OF ANOTHER GRAVEL
 BW1319'ROAD, AND 18 FEET EAST OF A FENCE LINE.  A STATE SURVEY STANDARD DISK,
 BW1319'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 BW1319
 BW1319                          STATION RECOVERY (1966)
 BW1319
 BW1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1320 ***********************************************************************
 BW1320  DESIGNATION -  C 4430
 BW1320  PID         -  BW1320
 BW1320  STATE/COUNTY-  LA/CONCORDIA
 BW1320  USGS QUAD   -  DEER PARK (1983)
 BW1320
 BW1320                         *CURRENT SURVEY CONTROL
 BW1320  ___________________________________________________________________
 BW1320* NAD 83(1986)-  31 29 29.     (N)    091 31 31.     (W)     SCALED    
 BW1320* NAVD 88     -        17.28   (+/-2cm)      56.7    (feet)  VERTCON   
 BW1320  ___________________________________________________________________
 BW1320  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BW1320
 BW1320  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1320
 BW1320.The horizontal coordinates were scaled from a topographic map and have
 BW1320.an estimated accuracy of +/- 6 seconds.
 BW1320
 BW1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1320.The vertical order pertains to the NGVD 29 superseded value.
 BW1320
 BW1320.The geoid height was determined by GEOID03.
 BW1320
 BW1320;                    North         East    Units  Estimated Accuracy
 BW1320;SPC LA N     -   110,340.    1,092,600.      MT  (+/- 180 meters Scaled)
 BW1320
 BW1320                          SUPERSEDED SURVEY CONTROL
 BW1320
 BW1320  NGVD 29 (??/??/92)   17.272  (m)           56.67   (f) ADJ UNCH    1 2
 BW1320
 BW1320.Superseded values are not recommended for survey control.
 BW1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1320.See file dsdata.txt to determine how the superseded data were derived.
 BW1320
 BW1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ400850(NAD 83)
 BW1320_MARKER: DD = SURVEY DISK
 BW1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1320_STAMPING: C 4430
 BW1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1320+STABILITY: SURFACE MOTION
 BW1320
 BW1320  HISTORY     - Date     Condition        Report By
 BW1320  HISTORY     - UNK      MONUMENTED       LAGS
 BW1320  HISTORY     - 1957     MARK NOT FOUND   USGS
 BW1320  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1320
 BW1320                          STATION DESCRIPTION
 BW1320
 BW1320'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BW1320'7.75 MI SW FROM VIDALIA.
 BW1320'7-3/4 MILES SOUTHWEST OF VIDALIA, CONCORDIA PARISH, BELOW MORO
 BW1320'LANDING, 0.8 MILE SOUTH OF THE POINT WHERE THE ROAD PASSES BETWEEN TWO
 BW1320'CONCRETE SILOS, 0.3 MILE NORTH OF THE POINT WHERE THE GRAVEL ROAD GOES
 BW1320'UP ONTO THE LEVEE, ON THE TOE OF THE MAIN LEVEE, 56.5 FEET EAST OF THE
 BW1320'CENTERLINE OF THE GRAVEL ROAD, AND 32.5 FEET EAST OF A FENCE LINE. A
 BW1320'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 BW1320'PROJECTING 4 INCHES ABOVE GROUND.
 BW1320
 BW1320                          STATION RECOVERY (1966)
 BW1320
 BW1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1322 ***********************************************************************
 BW1322  DESIGNATION -  C 4431
 BW1322  PID         -  BW1322
 BW1322  STATE/COUNTY-  LA/CONCORDIA
 BW1322  USGS QUAD   -  DEER PARK (1983)
 BW1322
 BW1322                         *CURRENT SURVEY CONTROL
 BW1322  ___________________________________________________________________
 BW1322* NAD 83(1986)-  31 29 43.     (N)    091 31 32.     (W)     SCALED    
 BW1322* NAVD 88     -        17.38   (+/-2cm)      57.0    (feet)  VERTCON   
 BW1322  ___________________________________________________________________
 BW1322  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BW1322
 BW1322  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1322
 BW1322.The horizontal coordinates were scaled from a topographic map and have
 BW1322.an estimated accuracy of +/- 6 seconds.
 BW1322
 BW1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1322.The vertical order pertains to the NGVD 29 superseded value.
 BW1322
 BW1322.The geoid height was determined by GEOID03.
 BW1322
 BW1322;                    North         East    Units  Estimated Accuracy
 BW1322;SPC LA N     -   110,770.    1,092,570.      MT  (+/- 180 meters Scaled)
 BW1322
 BW1322                          SUPERSEDED SURVEY CONTROL
 BW1322
 BW1322  NGVD 29 (??/??/92)   17.373  (m)           57.00   (f) ADJ UNCH    1 2
 BW1322
 BW1322.Superseded values are not recommended for survey control.
 BW1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1322.See file dsdata.txt to determine how the superseded data were derived.
 BW1322
 BW1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ400854(NAD 83)
 BW1322_MARKER: DD = SURVEY DISK
 BW1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1322_STAMPING: C 4431
 BW1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1322+STABILITY: SURFACE MOTION
 BW1322
 BW1322  HISTORY     - Date     Condition        Report By
 BW1322  HISTORY     - UNK      MONUMENTED       LAGS
 BW1322  HISTORY     - 1957     MARK NOT FOUND   USGS
 BW1322  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1322
 BW1322                          STATION DESCRIPTION
 BW1322
 BW1322'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BW1322'7.5 MI SW FROM VIDALIA.
 BW1322'7-1/2 MILES SOUTHWEST OF VIDALIA, CONCORDIA PARISH, 0.6 MILE NORTH OF
 BW1322'THE POINT WHERE THE GRAVEL ROAD GOES UP ONTO THE LEVEE, 0.5 MILE SOUTH
 BW1322'OF THE POINT WHERE THE ROAD PASSES BETWEEN TWO CONCRETE SILOS, 370
 BW1322'FEET NORTHEAST OF BENCH MARK 134/4 (USE), 60 FEET EAST OF THE
 BW1322'CENTERLINE OF THE GRAVEL ROAD, AND 50 FEET EAST OF A FENCE.  A STATE
 BW1322'SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BW1322'INCHES ABOVE GROUND.
 BW1322
 BW1322                          STATION RECOVERY (1966)
 BW1322
 BW1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1315 ***********************************************************************
 CQ1315  DESIGNATION -  C 47
 CQ1315  PID         -  CQ1315
 CQ1315  STATE/COUNTY-  LA/CLAIBORNE
 CQ1315  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ1315
 CQ1315                         *CURRENT SURVEY CONTROL
 CQ1315  ___________________________________________________________________
 CQ1315* NAD 83(1986)-  32 57 28.     (N)    093 08 13.     (W)     SCALED    
 CQ1315* NAVD 88     -       106.631  (meters)     349.84   (feet)  ADJUSTED  
 CQ1315  ___________________________________________________________________
 CQ1315  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1315  DYNAMIC HT  -         106.514 (meters)     349.45  (feet)  COMP
 CQ1315  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CQ1315
 CQ1315  VERT ORDER  -  SECOND    CLASS 0
 CQ1315
 CQ1315.The horizontal coordinates were scaled from a topographic map and have
 CQ1315.an estimated accuracy of +/- 6 seconds.
 CQ1315
 CQ1315.The orthometric height was determined by differential leveling
 CQ1315.and adjusted by the National Geodetic Survey in June 1991..
 CQ1315
 CQ1315.The geoid height was determined by GEOID03.
 CQ1315
 CQ1315.The dynamic height is computed by dividing the NAVD 88
 CQ1315.geopotential number by the normal gravity value computed on the
 CQ1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1315.degrees latitude (g = 980.6199 gals.).
 CQ1315
 CQ1315.The modeled gravity was interpolated from observed gravity values.
 CQ1315
 CQ1315;                    North         East    Units  Estimated Accuracy
 CQ1315;SPC LA N     -   272,700.      940,440.      MT  (+/- 180 meters Scaled)
 CQ1315
 CQ1315                          SUPERSEDED SURVEY CONTROL
 CQ1315
 CQ1315  NGVD 29 (??/??/??)  106.689  (m)          350.03   (f) ADJUSTED    2 0
 CQ1315
 CQ1315.Superseded values are not recommended for survey control.
 CQ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1315.See file dsdata.txt to determine how the superseded data were derived.
 CQ1315
 CQ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS872466(NAD 83)
 CQ1315_MARKER: DB = BENCH MARK DISK
 CQ1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1315_SP_SET: STEP
 CQ1315_STAMPING: C 47 1934
 CQ1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1315
 CQ1315  HISTORY     - Date     Condition        Report By
 CQ1315  HISTORY     - 1934     MONUMENTED       CGS
 CQ1315  HISTORY     - 1969     GOOD             LADH
 CQ1315  HISTORY     - 1975     GOOD             LADTD
 CQ1315  HISTORY     - 19940206 GOOD             USPSQD
 CQ1315
 CQ1315                          STATION DESCRIPTION
 CQ1315
 CQ1315'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1315'0.35 MI SE FROM HAYNESVILLE.
 CQ1315'ABOUT 0.1 MILE OR 1 BLOCK NORTHEAST ALONG MAIN STREET FROM THE
 CQ1315'LOUISIANA AND NORTHWEST RAILROAD FROM THE STATION AT HAYNESVILLE,
 CQ1315'THENCE 0.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 79, AT THE MIDDLE ONE OF
 CQ1315'THREE SCHOOL BUILDINGS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 CQ1315'BOTTOM CONCRETE STEP OF THE SCHOOL BUILDING, 99 FEET NORTHEAST OF THE
 CQ1315'CENTER LINE OF U. S. HIGHWAY 79, 14.5 FEET SOUTHWEST OF THE SOUTHWEST
 CQ1315'FACE OF THE BUILDING, AND ABOUT 7 INCHES ABOVE THE SIDEWALK.
 CQ1315
 CQ1315                          STATION RECOVERY (1975)
 CQ1315
 CQ1315'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 CQ1315'RECOVERED IN GOOD CONDITION.
 CQ1315
 CQ1315                          STATION RECOVERY (1994)
 CQ1315
 CQ1315'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1041 ***********************************************************************
 CQ1041  DESIGNATION -  C 48
 CQ1041  PID         -  CQ1041
 CQ1041  STATE/COUNTY-  LA/CLAIBORNE
 CQ1041  USGS QUAD   -  SUMMERFIELD (1986)
 CQ1041
 CQ1041                         *CURRENT SURVEY CONTROL
 CQ1041  ___________________________________________________________________
 CQ1041* NAD 83(1986)-  32 55 21.     (N)    092 48 10.     (W)     SCALED    
 CQ1041* NAVD 88     -        55.849  (meters)     183.23   (feet)  ADJUSTED  
 CQ1041  ___________________________________________________________________
 CQ1041  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1041  DYNAMIC HT  -          55.788 (meters)     183.03  (feet)  COMP
 CQ1041  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 CQ1041
 CQ1041  VERT ORDER  -  SECOND    CLASS 0
 CQ1041
 CQ1041.The horizontal coordinates were scaled from a topographic map and have
 CQ1041.an estimated accuracy of +/- 6 seconds.
 CQ1041
 CQ1041.The orthometric height was determined by differential leveling
 CQ1041.and adjusted by the National Geodetic Survey in June 1991..
 CQ1041
 CQ1041.The geoid height was determined by GEOID03.
 CQ1041
 CQ1041.The dynamic height is computed by dividing the NAVD 88
 CQ1041.geopotential number by the normal gravity value computed on the
 CQ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1041.degrees latitude (g = 980.6199 gals.).
 CQ1041
 CQ1041.The modeled gravity was interpolated from observed gravity values.
 CQ1041
 CQ1041;                    North         East    Units  Estimated Accuracy
 CQ1041;SPC LA N     -   268,650.      971,680.      MT  (+/- 180 meters Scaled)
 CQ1041
 CQ1041                          SUPERSEDED SURVEY CONTROL
 CQ1041
 CQ1041  NGVD 29 (??/??/??)   55.945  (m)          183.55   (f) ADJUSTED    2 0
 CQ1041
 CQ1041.Superseded values are not recommended for survey control.
 CQ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1041.See file dsdata.txt to determine how the superseded data were derived.
 CQ1041
 CQ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS184427(NAD 83)
 CQ1041_MARKER: DB = BENCH MARK DISK
 CQ1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1041_STAMPING: C 48 1934
 CQ1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1041+STABILITY: SURFACE MOTION
 CQ1041
 CQ1041  HISTORY     - Date     Condition        Report By
 CQ1041  HISTORY     - 1934     MONUMENTED       CGS
 CQ1041  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1041
 CQ1041                          STATION DESCRIPTION
 CQ1041
 CQ1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1041'1.7 MI NE FROM SUMMERFIELD.
 CQ1041'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 115 FROM SUMMERFIELD,
 CQ1041'CLAIBORNE PARISH, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 6
 CQ1041'FEET NORTHEAST OF A FENCE CORNER, AND 4 FEET EAST OF THE
 CQ1041'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED C 48 1934 AND SET IN
 CQ1041'THE TOP OF A CONCRETE POST.
 CQ1041
 CQ1041                          STATION RECOVERY (1982)
 CQ1041
 CQ1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1560 ***********************************************************************
 BX1560  DESIGNATION -  C 49
 BX1560  PID         -  BX1560
 BX1560  STATE/COUNTY-  LA/WINN
 BX1560  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1560
 BX1560                         *CURRENT SURVEY CONTROL
 BX1560  ___________________________________________________________________
 BX1560* NAD 83(1986)-  31 58 05.     (N)    092 39 06.     (W)     SCALED    
 BX1560* NAVD 88     -        33.66   (+/-2cm)     110.4    (feet)  VERTCON   
 BX1560  ___________________________________________________________________
 BX1560  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1560
 BX1560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1560
 BX1560.The horizontal coordinates were scaled from a topographic map and have
 BX1560.an estimated accuracy of +/- 6 seconds.
 BX1560
 BX1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1560.The vertical order pertains to the NGVD 29 superseded value.
 BX1560
 BX1560.The geoid height was determined by GEOID03.
 BX1560
 BX1560;                    North         East    Units  Estimated Accuracy
 BX1560;SPC LA N     -   162,780.      985,670.      MT  (+/- 180 meters Scaled)
 BX1560
 BX1560                          SUPERSEDED SURVEY CONTROL
 BX1560
 BX1560  NGVD 29 (??/??/??)   33.695  (m)          110.55   (f) ADJUSTED    2 0
 BX1560
 BX1560.Superseded values are not recommended for survey control.
 BX1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1560.See file dsdata.txt to determine how the superseded data were derived.
 BX1560
 BX1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR329369(NAD 83)
 BX1560_MARKER: DB = BENCH MARK DISK
 BX1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1560_STAMPING: C 49 1934
 BX1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1560+STABILITY: SURFACE MOTION
 BX1560
 BX1560  HISTORY     - Date     Condition        Report By
 BX1560  HISTORY     - 1934     MONUMENTED       CGS
 BX1560  HISTORY     - 1935     GOOD             CGS
 BX1560  HISTORY     - 1943     GOOD             CGS
 BX1560
 BX1560                          STATION DESCRIPTION
 BX1560
 BX1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1560'2.1 MI S FROM TANNEHILL.
 BX1560'2.1 MILES SOUTH OF AND ALONG THE C.R.R. AND P.R.R. 65 YARDS N.W. OF
 BX1560'MILE POLE 196/10.  24 FEET WEST OF A R.R. CROSSING.  13 FEET S.W. OF
 BX1560'CENTER OF TRACK AT A CATTLE GUARD.  AND 3 FEET S.E. OF FENCE LINE.
 BX1560
 BX1560                          STATION RECOVERY (1943)
 BX1560
 BX1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BX1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0465 ***********************************************************************
 BJ0465  DESIGNATION -  C 4943
 BJ0465  PID         -  BJ0465
 BJ0465  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0465  USGS QUAD   -  ZACHARY (1980)
 BJ0465
 BJ0465                         *CURRENT SURVEY CONTROL
 BJ0465  ___________________________________________________________________
 BJ0465* NAD 83(1986)-  30 43 03.     (N)    091 08 28.     (W)     SCALED    
 BJ0465* NAVD 88     -        40.389  (meters)     132.51   (feet)  ADJUSTED  
 BJ0465  ___________________________________________________________________
 BJ0465  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0465  DYNAMIC HT  -          40.337 (meters)     132.34  (feet)  COMP
 BJ0465  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ0465
 BJ0465  VERT ORDER  -  FIRST     CLASS I
 BJ0465
 BJ0465.The horizontal coordinates were scaled from a topographic map and have
 BJ0465.an estimated accuracy of +/- 6 seconds.
 BJ0465
 BJ0465.The orthometric height was determined by differential leveling
 BJ0465.and adjusted by the National Geodetic Survey in February 1994..
 BJ0465
 BJ0465.The geoid height was determined by GEOID03.
 BJ0465
 BJ0465.The dynamic height is computed by dividing the NAVD 88
 BJ0465.geopotential number by the normal gravity value computed on the
 BJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0465.degrees latitude (g = 980.6199 gals.).
 BJ0465
 BJ0465.The modeled gravity was interpolated from observed gravity values.
 BJ0465
 BJ0465;                    North         East    Units  Estimated Accuracy
 BJ0465;SPC LA S     -   245,820.    1,018,410.      MT  (+/- 180 meters Scaled)
 BJ0465
 BJ0465                          SUPERSEDED SURVEY CONTROL
 BJ0465
 BJ0465  NGVD 29 (??/??/??)   40.377  (m)          132.47   (f) ADJUSTED    1 1
 BJ0465
 BJ0465.Superseded values are not recommended for survey control.
 BJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0465.See file dsdata.txt to determine how the superseded data were derived.
 BJ0465
 BJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP779997(NAD 83)
 BJ0465_MARKER: DD = SURVEY DISK
 BJ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0465_SP_SET: CONCRETE POST
 BJ0465_STAMPING: C 4943
 BJ0465_MARK LOGO: LAGS  
 BJ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0465+STABILITY: SURFACE MOTION
 BJ0465
 BJ0465  HISTORY     - Date     Condition        Report By
 BJ0465  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0465  HISTORY     - 1976     GOOD             NGS
 BJ0465  HISTORY     - 1984     GOOD             LADTD
 BJ0465  HISTORY     - 1987     GOOD             LA-033
 BJ0465
 BJ0465                          STATION DESCRIPTION
 BJ0465
 BJ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0465'IN SLAUGHTER.
 BJ0465'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 412 FROM THE SLAUGHTER POST
 BJ0465'OFFICE, AT THE JUNCTION POINT WHERE THE WEST HIGHWAY TURNS NORTH,
 BJ0465'40.5 FT SOUTHEAST OF THE CENTER OF THE JUNCTION, 26 FT SOUTH OF THE
 BJ0465'CENTER LINE OF A STREET LEADING EAST, 31 FT EAST OF THE CENTER LINE
 BJ0465'OF A STREET LEADING SOUTH, 1.5 FT NORTH OF THE NORTH EDGE OF THE
 BJ0465'SIDEWALK.
 BJ0465
 BJ0465                          STATION RECOVERY (1984)
 BJ0465
 BJ0465'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ0465'RECOVERED IN GOOD CONDITION.
 BJ0465
 BJ0465                          STATION RECOVERY (1987)
 BJ0465
 BJ0465'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0562 ***********************************************************************
 CQ0562  DESIGNATION -  C 50
 CQ0562  PID         -  CQ0562
 CQ0562  STATE/COUNTY-  LA/WINN
 CQ0562  USGS QUAD   -  SIKES (1989)
 CQ0562
 CQ0562                         *CURRENT SURVEY CONTROL
 CQ0562  ___________________________________________________________________
 CQ0562* NAD 83(1986)-  32 05 51.     (N)    092 29 17.     (W)     SCALED    
 CQ0562* NAVD 88     -        45.79   (+/-2cm)     150.2    (feet)  VERTCON   
 CQ0562  ___________________________________________________________________
 CQ0562  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0562
 CQ0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0562
 CQ0562.The horizontal coordinates were scaled from a topographic map and have
 CQ0562.an estimated accuracy of +/- 6 seconds.
 CQ0562
 CQ0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0562.The vertical order pertains to the NGVD 29 superseded value.
 CQ0562
 CQ0562.The geoid height was determined by GEOID03.
 CQ0562
 CQ0562;                    North         East    Units  Estimated Accuracy
 CQ0562;SPC LA N     -   177,120.    1,001,130.      MT  (+/- 180 meters Scaled)
 CQ0562
 CQ0562                          SUPERSEDED SURVEY CONTROL
 CQ0562
 CQ0562  NGVD 29 (??/??/??)   45.822  (m)          150.33   (f) ADJUSTED    2 0
 CQ0562
 CQ0562.Superseded values are not recommended for survey control.
 CQ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0562.See file dsdata.txt to determine how the superseded data were derived.
 CQ0562
 CQ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR483513(NAD 83)
 CQ0562_MARKER: DB = BENCH MARK DISK
 CQ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0562_STAMPING: C 50 1935
 CQ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0562+STABILITY: SURFACE MOTION
 CQ0562
 CQ0562  HISTORY     - Date     Condition        Report By
 CQ0562  HISTORY     - 1935     MONUMENTED       CGS
 CQ0562  HISTORY     - 1950     GOOD             CGS
 CQ0562
 CQ0562                          STATION DESCRIPTION
 CQ0562
 CQ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0562'1.2 MI N FROM SIKES.
 CQ0562'1.2 MILES NORTH ALONG THE TREMONT AND GULF RAILROAD FROM THE STATION
 CQ0562'AT SIKES, 36 YARDS SOUTHEAST OF MILEPOST 32, 28 FEET NORTHEAST OF THE
 CQ0562'CENTER LINE OF THE RAILROAD, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1312 ***********************************************************************
 BK1312  DESIGNATION -  C 51
 BK1312  PID         -  BK1312
 BK1312  STATE/COUNTY-  LA/ALLEN
 BK1312  USGS QUAD   -  REEVES (1986)
 BK1312
 BK1312                         *CURRENT SURVEY CONTROL
 BK1312  ___________________________________________________________________
 BK1312* NAD 83(1986)-  30 31 08.     (N)    093 07 03.     (W)     SCALED    
 BK1312* NAVD 88     -        20.14   (+/-2cm)      66.1    (feet)  VERTCON   
 BK1312  ___________________________________________________________________
 BK1312  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1312
 BK1312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1312
 BK1312.The horizontal coordinates were scaled from a topographic map and have
 BK1312.an estimated accuracy of +/- 6 seconds.
 BK1312
 BK1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1312.The vertical order pertains to the NGVD 29 superseded value.
 BK1312
 BK1312.The geoid height was determined by GEOID03.
 BK1312
 BK1312;                    North         East    Units  Estimated Accuracy
 BK1312;SPC LA S     -   225,120.      828,770.      MT  (+/- 180 meters Scaled)
 BK1312
 BK1312                          SUPERSEDED SURVEY CONTROL
 BK1312
 BK1312  NGVD 29 (??/??/??)   20.116  (m)           66.00   (f) ADJUSTED    2 0
 BK1312
 BK1312.Superseded values are not recommended for survey control.
 BK1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1312.See file dsdata.txt to determine how the superseded data were derived.
 BK1312
 BK1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP887762(NAD 83)
 BK1312_MARKER: DB = BENCH MARK DISK
 BK1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1312_SP_SET: CULVERT
 BK1312_STAMPING: C 51 1935
 BK1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1312
 BK1312  HISTORY     - Date     Condition        Report By
 BK1312  HISTORY     - 1935     MONUMENTED       CGS
 BK1312
 BK1312                          STATION DESCRIPTION
 BK1312
 BK1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1312'4.3 MI W FROM REEVES.
 BK1312'4.3 MI W OF AND ALONG THE M P R R 0.1 MILE NE OF MILEPOST 528.  19
 BK1312'FEET SE OF CENTER OF TRACK.  DISK SET HORIZONTALLY IN NE END OF
 BK1312'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3277 ***********************************************************************
 CP3277  DESIGNATION -  C 5225
 CP3277  PID         -  CP3277
 CP3277  STATE/COUNTY-  LA/MOREHOUSE
 CP3277  USGS QUAD   -  BASTROP (1994)
 CP3277
 CP3277                         *CURRENT SURVEY CONTROL
 CP3277  ___________________________________________________________________
 CP3277* NAD 83(1986)-  32 46 35.     (N)    091 55 24.     (W)     SCALED    
 CP3277* NAVD 88     -        37.753  (meters)     123.86   (feet)  ADJUSTED  
 CP3277  ___________________________________________________________________
 CP3277  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3277  DYNAMIC HT  -          37.712 (meters)     123.73  (feet)  COMP
 CP3277  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 CP3277
 CP3277  VERT ORDER  -  SECOND    CLASS I
 CP3277
 CP3277.The horizontal coordinates were scaled from a topographic map and have
 CP3277.an estimated accuracy of +/- 6 seconds.
 CP3277
 CP3277.The orthometric height was determined by differential leveling
 CP3277.and adjusted by the National Geodetic Survey in June 1991..
 CP3277
 CP3277.The geoid height was determined by GEOID03.
 CP3277
 CP3277.The dynamic height is computed by dividing the NAVD 88
 CP3277.geopotential number by the normal gravity value computed on the
 CP3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3277.degrees latitude (g = 980.6199 gals.).
 CP3277
 CP3277.The modeled gravity was interpolated from observed gravity values.
 CP3277
 CP3277;                    North         East    Units  Estimated Accuracy
 CP3277;SPC LA N     -   252,550.    1,054,030.      MT  (+/- 180 meters Scaled)
 CP3277
 CP3277                          SUPERSEDED SURVEY CONTROL
 CP3277
 CP3277.No superseded survey control is available for this station.
 CP3277
 CP3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS008270(NAD 83)
 CP3277_MARKER: DD = SURVEY DISK
 CP3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3277_SP_SET: CONCRETE POST
 CP3277_STAMPING: C 5225
 CP3277_MARK LOGO: LAGS  
 CP3277_PROJECTION: FLUSH
 CP3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3277+STABILITY: SURFACE MOTION
 CP3277
 CP3277  HISTORY     - Date     Condition        Report By
 CP3277  HISTORY     - UNK      MONUMENTED       LAGS
 CP3277  HISTORY     - 1986     GOOD             LADTD
 CP3277  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 CP3277
 CP3277                          STATION DESCRIPTION
 CP3277
 CP3277'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3277'IN BASTROP.
 CP3277'0.9 KM (0.55 MI) SOUTH ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CP3277'BASTROP TO THE MARK WEST OF THE SOUTH BOUND LANE OF THE HIGHWAY, 8.8
 CP3277'METERS (29 FEET) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE,
 CP3277'1.52 METERS (50 FEET) SOUTH OF A TELEPHONE JUNCTION BOX, 24.1 METERS
 CP3277'(79 FEET) SOUTHWEST OF THE CENTER OF PRUITT STREET AND 0.61 METERS (2
 CP3277'FEET) NORTHWEST OF A POWER POLE.
 CP3277'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 CP3277'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
 CP3277
 CP3277                          STATION RECOVERY (2005)
 CP3277
 CP3277'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2858 ***********************************************************************
 BJ2858  DESIGNATION -  C 5605 LADTD
 BJ2858  PID         -  BJ2858
 BJ2858  STATE/COUNTY-  LA/ST TAMMANY
 BJ2858  USGS QUAD   -  COVINGTON (1994)
 BJ2858
 BJ2858                         *CURRENT SURVEY CONTROL
 BJ2858  ___________________________________________________________________
 BJ2858* NAD 83(1986)-  30 28 28.     (N)    090 05 50.     (W)     SCALED    
 BJ2858* NAVD 88     -         7.09   (+/-2cm)      23.3    (feet)  VERTCON   
 BJ2858  ___________________________________________________________________
 BJ2858  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ2858
 BJ2858  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2858
 BJ2858.The horizontal coordinates were scaled from a topographic map and have
 BJ2858.an estimated accuracy of +/- 6 seconds.
 BJ2858
 BJ2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2858.The vertical order pertains to the NGVD 29 superseded value.
 BJ2858
 BJ2858.The geoid height was determined by GEOID03.
 BJ2858
 BJ2858;                    North         East    Units  Estimated Accuracy
 BJ2858;SPC LA S     -   219,500.    1,118,690.      MT  (+/- 180 meters Scaled)
 BJ2858
 BJ2858                          SUPERSEDED SURVEY CONTROL
 BJ2858
 BJ2858  NGVD 29 (??/??/??)    7.111  (m)           23.33   (f) ADJUSTED    2 2
 BJ2858
 BJ2858.Superseded values are not recommended for survey control.
 BJ2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2858.See file dsdata.txt to determine how the superseded data were derived.
 BJ2858
 BJ2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP786749(NAD 83)
 BJ2858_MARKER: DD = SURVEY DISK
 BJ2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2858_SP_SET: CONCRETE POST
 BJ2858_STAMPING: C 5605
 BJ2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2858+STABILITY: SURFACE MOTION
 BJ2858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2858+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BJ2858
 BJ2858  HISTORY     - Date     Condition        Report By
 BJ2858  HISTORY     - 1977     MONUMENTED       LADTD
 BJ2858  HISTORY     - 1977     GOOD             LADTD
 BJ2858  HISTORY     - 20031012 GOOD             USPSQD
 BJ2858
 BJ2858                          STATION DESCRIPTION
 BJ2858
 BJ2858'DESCRIBED BY LA TRANSP AND DEV 1977
 BJ2858'1.5 MI SOUTH FROM COVINGTON.
 BJ2858'0.3 MILES WEST ALONG U.S. 190 FROM THE COURTHOUSE IN COVINGTON, 18
 BJ2858'FEET SOUTH OF EAST BOSTON STREET AND 109 FEET EAST OF SOUTH THEARD
 BJ2858'STREET NEAR ST. SCHOLASTICA ACADEMY
 BJ2858
 BJ2858                          STATION RECOVERY (2003)
 BJ2858
 BJ2858'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ2858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1090 ***********************************************************************
 CQ1090  DESIGNATION -  C 57
 CQ1090  PID         -  CQ1090
 CQ1090  STATE/COUNTY-  LA/UNION
 CQ1090  USGS QUAD   -  LILLIE (1985)
 CQ1090
 CQ1090                         *CURRENT SURVEY CONTROL
 CQ1090  ___________________________________________________________________
 CQ1090* NAD 83(1986)-  32 57 59.     (N)    092 40 24.     (W)     SCALED    
 CQ1090* NAVD 88     -        36.347  (meters)     119.25   (feet)  ADJUSTED  
 CQ1090  ___________________________________________________________________
 CQ1090  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1090  DYNAMIC HT  -          36.307 (meters)     119.12  (feet)  COMP
 CQ1090  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 CQ1090
 CQ1090  VERT ORDER  -  SECOND    CLASS 0
 CQ1090
 CQ1090.The horizontal coordinates were scaled from a topographic map and have
 CQ1090.an estimated accuracy of +/- 6 seconds.
 CQ1090
 CQ1090.The orthometric height was determined by differential leveling
 CQ1090.and adjusted by the National Geodetic Survey in June 1991..
 CQ1090.WARNING-Repeat measurements at this control monument indicate possible
 CQ1090.vertical movement.
 CQ1090
 CQ1090.The geoid height was determined by GEOID03.
 CQ1090
 CQ1090.The dynamic height is computed by dividing the NAVD 88
 CQ1090.geopotential number by the normal gravity value computed on the
 CQ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1090.degrees latitude (g = 980.6199 gals.).
 CQ1090
 CQ1090.The modeled gravity was interpolated from observed gravity values.
 CQ1090
 CQ1090;                    North         East    Units  Estimated Accuracy
 CQ1090;SPC LA N     -   273,490.      983,790.      MT  (+/- 180 meters Scaled)
 CQ1090
 CQ1090                          SUPERSEDED SURVEY CONTROL
 CQ1090
 CQ1090  NGVD 29 (??/??/??)   36.453  (m)          119.60   (f) ADJUSTED    2 0
 CQ1090
 CQ1090.Superseded values are not recommended for survey control.
 CQ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1090.See file dsdata.txt to determine how the superseded data were derived.
 CQ1090
 CQ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS305476(NAD 83)
 CQ1090_MARKER: DB = BENCH MARK DISK
 CQ1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1090_STAMPING: C57 1934
 CQ1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1090+STABILITY: SURFACE MOTION
 CQ1090
 CQ1090  HISTORY     - Date     Condition        Report By
 CQ1090  HISTORY     - 1934     MONUMENTED       CGS
 CQ1090  HISTORY     - 1969     GOOD             LADH
 CQ1090
 CQ1090                          STATION DESCRIPTION
 CQ1090
 CQ1090'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1090'4.5 MI SE FROM JUNCTION CITY.
 CQ1090'LOCATED 4.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 167 FROM THE POST
 CQ1090'OFFICE IN JUNCTION CITY, ARKANSAS TO THE MARK ON THE LEFT IN SECTION
 CQ1090'21, T23N, R3W.  IT IS 161 FEET NORTHEAST OF THE CENTERLINE OF THE
 CQ1090'HIGHWAY, 49 FEET NORTHEAST OF THE CENTERLINE OF THE CHICAGO, ROCK
 CQ1090'ISLAND AND PACIFIC RAILROAD, 21 FEET NORTH OF A TELEGRAPH POLE ON
 CQ1090'MARION JONES PROPERTY, AND 1 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 CQ1090'IT IS A C AND GS B. M. DISK STAMPED C57 1934 AND SET IN THE TOP OF A
 CQ1090'CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1136 ***********************************************************************
 CQ1136  DESIGNATION -  C 58
 CQ1136  PID         -  CQ1136
 CQ1136  STATE/COUNTY-  LA/UNION
 CQ1136  USGS QUAD   -  SHILOH (1985)
 CQ1136
 CQ1136                         *CURRENT SURVEY CONTROL
 CQ1136  ___________________________________________________________________
 CQ1136* NAD 83(1986)-  32 47 15.     (N)    092 33 21.     (W)     SCALED    
 CQ1136* NAVD 88     -        62.452  (meters)     204.89   (feet)  ADJUSTED  
 CQ1136  ___________________________________________________________________
 CQ1136  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1136  DYNAMIC HT  -          62.383 (meters)     204.67  (feet)  COMP
 CQ1136  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CQ1136
 CQ1136  VERT ORDER  -  SECOND    CLASS 0
 CQ1136
 CQ1136.The horizontal coordinates were scaled from a topographic map and have
 CQ1136.an estimated accuracy of +/- 6 seconds.
 CQ1136
 CQ1136.The orthometric height was determined by differential leveling
 CQ1136.and adjusted by the National Geodetic Survey in June 1991..
 CQ1136
 CQ1136.The geoid height was determined by GEOID03.
 CQ1136
 CQ1136.The dynamic height is computed by dividing the NAVD 88
 CQ1136.geopotential number by the normal gravity value computed on the
 CQ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1136.degrees latitude (g = 980.6199 gals.).
 CQ1136
 CQ1136.The modeled gravity was interpolated from observed gravity values.
 CQ1136
 CQ1136;                    North         East    Units  Estimated Accuracy
 CQ1136;SPC LA N     -   253,640.      994,770.      MT  (+/- 180 meters Scaled)
 CQ1136
 CQ1136                          SUPERSEDED SURVEY CONTROL
 CQ1136
 CQ1136  NGVD 29 (??/??/??)   62.541  (m)          205.19   (f) ADJUSTED    2 0
 CQ1136
 CQ1136.Superseded values are not recommended for survey control.
 CQ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1136.See file dsdata.txt to determine how the superseded data were derived.
 CQ1136
 CQ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS415278(NAD 83)
 CQ1136_MARKER: DB = BENCH MARK DISK
 CQ1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1136_STAMPING: C 58 1934
 CQ1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1136+STABILITY: SURFACE MOTION
 CQ1136
 CQ1136  HISTORY     - Date     Condition        Report By
 CQ1136  HISTORY     - 1934     MONUMENTED       CGS
 CQ1136  HISTORY     - 1969     GOOD             LADH
 CQ1136
 CQ1136                          STATION DESCRIPTION
 CQ1136
 CQ1136'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1136'6.6 MI E FROM BERNICE.
 CQ1136'LOCATED 6.6 MILES EAST ALONG STATE HIGHWAY LA. 2 FROM THE POST OFFICE
 CQ1136'IN BERNICE TO THE MARK ON THE RIGHT.  IT IS 89 FEET SOUTH OF THE
 CQ1136'CENTERLINE OF THE HIGHWAY, 98 FEET EAST OF THE CENTERLINE OF AN
 CQ1136'ASPHALT PARISH ROAD, 59 FEET SOUTH OF A POWER POLE AND 30 FEET WEST OF
 CQ1136'THE R. H. ALBRITTON NORTHWEST HOUSE CORNER.  IT IS A C AND GS B. M.
 CQ1136'DISK STAMPED C 58 1934 AND SET IN THE TOP OF A CONCRETE POST
 CQ1136'PROJECTING 5-INCHES.  SEC 27, T 21N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0094 ***********************************************************************
 BX0094  DESIGNATION -  C 59
 BX0094  PID         -  BX0094
 BX0094  STATE/COUNTY-  LA/LA SALLE
 BX0094  USGS QUAD   -  OLLA WEST (1984)
 BX0094
 BX0094                         *CURRENT SURVEY CONTROL
 BX0094  ___________________________________________________________________
 BX0094* NAD 83(1986)-  31 52 59.     (N)    092 15 52.     (W)     SCALED    
 BX0094* NAVD 88     -        38.42   (+/-2cm)     126.0    (feet)  VERTCON   
 BX0094  ___________________________________________________________________
 BX0094  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0094
 BX0094  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0094
 BX0094.The horizontal coordinates were scaled from a topographic map and have
 BX0094.an estimated accuracy of +/- 6 seconds.
 BX0094
 BX0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0094.The vertical order pertains to the NGVD 29 superseded value.
 BX0094
 BX0094.The geoid height was determined by GEOID03.
 BX0094
 BX0094;                    North         East    Units  Estimated Accuracy
 BX0094;SPC LA N     -   153,370.    1,022,290.      MT  (+/- 180 meters Scaled)
 BX0094
 BX0094                          SUPERSEDED SURVEY CONTROL
 BX0094
 BX0094  NGVD 29 (??/??/??)   38.438  (m)          126.11   (f) ADJUSTED    1 2
 BX0094
 BX0094.Superseded values are not recommended for survey control.
 BX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0094.See file dsdata.txt to determine how the superseded data were derived.
 BX0094
 BX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR695277(NAD 83)
 BX0094_MARKER: DB = BENCH MARK DISK
 BX0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0094_STAMPING: C 59 1935
 BX0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0094+STABILITY: SURFACE MOTION
 BX0094
 BX0094  HISTORY     - Date     Condition        Report By
 BX0094  HISTORY     - 1935     MONUMENTED       CGS
 BX0094  HISTORY     - 1950     GOOD             CGS
 BX0094  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0094
 BX0094                          STATION DESCRIPTION
 BX0094
 BX0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0094'2.0 MI SW FROM OLLA.
 BX0094'2.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0094'STATION AT OLLA, AT A ROAD CROSSING, AT A FENCE CORNER, 95 FEET
 BX0094'NORTHWEST OF THE NORTHWEST RAIL, 25 FEET NORTHEAST OF THE CENTER LINE
 BX0094'OF THE ROAD, 173 FEET WEST OF THE SECOND POLE NORTHEAST OF MILEPOST
 BX0094'550-20, 4 FEET EAST OF A FENCE CORNER, 3.5 FEET NORTHEAST OF A WITNESS
 BX0094'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BX0094'THE GROUND.
 BX0094
 BX0094                          STATION RECOVERY (1966)
 BX0094
 BX0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0038 ***********************************************************************
 BK0038  DESIGNATION -  C 60
 BK0038  PID         -  BK0038
 BK0038  STATE/COUNTY-  LA/EVANGELINE
 BK0038  USGS QUAD   -  CHATAIGNIER (1983)
 BK0038
 BK0038                         *CURRENT SURVEY CONTROL
 BK0038  ___________________________________________________________________
 BK0038* NAD 83(1986)-  30 36 29.     (N)    092 18 27.     (W)     SCALED    
 BK0038* NAVD 88     -        18.74   (+/-2cm)      61.5    (feet)  VERTCON   
 BK0038  ___________________________________________________________________
 BK0038  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0038
 BK0038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0038
 BK0038.The horizontal coordinates were scaled from a topographic map and have
 BK0038.an estimated accuracy of +/- 6 seconds.
 BK0038
 BK0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0038.The vertical order pertains to the NGVD 29 superseded value.
 BK0038
 BK0038.The geoid height was determined by GEOID03.
 BK0038
 BK0038;                    North         East    Units  Estimated Accuracy
 BK0038;SPC LA S     -   234,070.      906,590.      MT  (+/- 180 meters Scaled)
 BK0038
 BK0038                          SUPERSEDED SURVEY CONTROL
 BK0038
 BK0038  NGVD 29 (??/??/??)   18.704  (m)           61.36   (f) ADJUSTED    2 0
 BK0038
 BK0038.Superseded values are not recommended for survey control.
 BK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0038.See file dsdata.txt to determine how the superseded data were derived.
 BK0038
 BK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP663863(NAD 83)
 BK0038_MARKER: DB = BENCH MARK DISK
 BK0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0038_STAMPING: C 60 1935
 BK0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0038+STABILITY: SURFACE MOTION
 BK0038
 BK0038  HISTORY     - Date     Condition        Report By
 BK0038  HISTORY     - 1935     MONUMENTED       CGS
 BK0038  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0038
 BK0038                          STATION DESCRIPTION
 BK0038
 BK0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0038'1.4 MI S FROM POINT BLUE.
 BK0038'1.4 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY (NOW ABANDONED)
 BK0038'FROM POINT BLUE, EVANGELINE PARISH, 150 YARDS NORTH OF MILEPOST 26, AT
 BK0038'A ROAD CROSSING, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 41
 BK0038'FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C
 BK0038'60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK0038
 BK0038                          STATION RECOVERY (1980)
 BK0038
 BK0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1014 ***********************************************************************
 BX1014  DESIGNATION -  C 67 BOLT USE
 BX1014  PID         -  BX1014
 BX1014  STATE/COUNTY-  LA/RAPIDES
 BX1014  USGS QUAD   -  BOYCE (1992)
 BX1014
 BX1014                         *CURRENT SURVEY CONTROL
 BX1014  ___________________________________________________________________
 BX1014* NAD 83(1986)-  31 23 11.     (N)    092 39 57.     (W)     SCALED    
 BX1014* NAVD 88     -        24.80   (+/-2cm)      81.4    (feet)  VERTCON   
 BX1014  ___________________________________________________________________
 BX1014  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BX1014
 BX1014  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1014
 BX1014.The horizontal coordinates were scaled from a topographic map and have
 BX1014.an estimated accuracy of +/- 6 seconds.
 BX1014
 BX1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1014.The vertical order pertains to the NGVD 29 superseded value.
 BX1014
 BX1014.The geoid height was determined by GEOID03.
 BX1014
 BX1014;                    North         East    Units  Estimated Accuracy
 BX1014;SPC LA N     -    98,290.      984,230.      MT  (+/- 180 meters Scaled)
 BX1014
 BX1014                          SUPERSEDED SURVEY CONTROL
 BX1014
 BX1014  NGVD 29 (??/??/??)   24.802  (m)           81.37   (f) ADJUSTED    1 2
 BX1014
 BX1014.Superseded values are not recommended for survey control.
 BX1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1014.See file dsdata.txt to determine how the superseded data were derived.
 BX1014
 BX1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ317724(NAD 83)
 BX1014_MARKER: B = BOLT
 BX1014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1014_STAMPING: C 67
 BX1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1014
 BX1014  HISTORY     - Date     Condition        Report By
 BX1014  HISTORY     - UNK      MONUMENTED       DOD
 BX1014  HISTORY     - 1962     GOOD             CGS
 BX1014  HISTORY     - 1970     MARK NOT FOUND   NGS
 BX1014  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1014
 BX1014                          STATION DESCRIPTION
 BX1014
 BX1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1014'0.3 MI SE FROM BOYCE.
 BX1014'LOCATED 0.3 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BX1014'THE STATION AT BOYCE, IN THE NORTHWEST ANGLE OF A ROAD CROSSING, 125
 BX1014'FEET NORTHWEST OF THE CENTER OF THE ROAD, 70 FEET NORTH OF THE
 BX1014'NORTHEAST RAIL OF THE TRACKS, 15 FEET NORTHWEST OF THE PROJECTING
 BX1014'LEVEE, 7 FEET NORTH OF A RIGHT-OF-WAY FENCE LINE, AND 6 FEET SOUTH OF
 BX1014'THE CENTER OF A POWER LINE.  IT IS COPPER BOLT, SET IN THE TOP OF A
 BX1014'STONE ABOUT. 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BX1014'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP,
 BX1014'STAMPED C 67  NOTE-- THE PIPE WAS LEANING SOUTH AND ELEVATION OF THE
 BX1014'CAP SHOULD BE USED WITH CAUTION.
 BX1014
 BX1014                          STATION RECOVERY (1970)
 BX1014
 BX1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX1014'MARK NOT FOUND.
 BX1014
 BX1014                          STATION RECOVERY (1999)
 BX1014
 BX1014'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1015 ***********************************************************************
 BX1015  DESIGNATION -  C 67 CAP USE
 BX1015  PID         -  BX1015
 BX1015  STATE/COUNTY-  LA/RAPIDES
 BX1015  USGS QUAD   -  BOYCE (1992)
 BX1015
 BX1015                         *CURRENT SURVEY CONTROL
 BX1015  ___________________________________________________________________
 BX1015* NAD 83(1986)-  31 23 12.     (N)    092 39 57.     (W)     SCALED    
 BX1015* NAVD 88     -        26.03   (+/-2cm)      85.4    (feet)  VERTCON   
 BX1015  ___________________________________________________________________
 BX1015  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BX1015
 BX1015  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1015
 BX1015.The horizontal coordinates were scaled from a topographic map and have
 BX1015.an estimated accuracy of +/- 6 seconds.
 BX1015
 BX1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1015.The vertical order pertains to the NGVD 29 superseded value.
 BX1015
 BX1015.The geoid height was determined by GEOID03.
 BX1015
 BX1015;                    North         East    Units  Estimated Accuracy
 BX1015;SPC LA N     -    98,320.      984,230.      MT  (+/- 180 meters Scaled)
 BX1015
 BX1015                          SUPERSEDED SURVEY CONTROL
 BX1015
 BX1015  NGVD 29 (??/??/??)   26.029  (m)           85.40   (f) ADJUSTED    1 2
 BX1015
 BX1015.Superseded values are not recommended for survey control.
 BX1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1015.See file dsdata.txt to determine how the superseded data were derived.
 BX1015
 BX1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ317725(NAD 83)
 BX1015_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1015_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1015_STAMPING: C 67
 BX1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1015
 BX1015  HISTORY     - Date     Condition        Report By
 BX1015  HISTORY     - UNK      MONUMENTED       DOD
 BX1015  HISTORY     - 1962     POOR             CGS
 BX1015  HISTORY     - 1970     MARK NOT FOUND   NGS
 BX1015  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1015  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1015
 BX1015                          STATION DESCRIPTION
 BX1015
 BX1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1015'0.3 MI SE FROM BOYCE.
 BX1015'LOCATED 0.3 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BX1015'THE STATION AT BOYCE, IN THE NORTHWEST ANGLE OF A ROAD CROSSING, 125
 BX1015'FEET NORTHWEST OF THE CENTER OF THE ROAD, 70 FEET NORTH OF THE
 BX1015'NORTHEAST RAIL OF THE TRACKS, 15 FEET NORTHWEST OF THE PROJECTING
 BX1015'LEVEE. 7 FEET NORTH OF A RIGHT-OF-WAY FENCE LINE, AND 6 FEET SOUTH OF
 BX1015'THE CENTER OF A POWER LINE.  AN IRON PIPE BEARING A CORPS OF
 BX1015'ENGINEERS, U.S. ARMY STANDARD CAP, STAMPED C 67  NOTE-- THE PIPE WAS
 BX1015'LEANING SOUTH AND ELEVATION OF THE CAP SHOULD BE USED WITH CAUTION.
 BX1015
 BX1015                          STATION RECOVERY (1970)
 BX1015
 BX1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX1015'MARK NOT FOUND.
 BX1015
 BX1015                          STATION RECOVERY (1977)
 BX1015
 BX1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1015'MARK NOT FOUND.
 BX1015
 BX1015                          STATION RECOVERY (1999)
 BX1015
 BX1015'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1949 ***********************************************************************
 BX1949  DESIGNATION -  C 68
 BX1949  PID         -  BX1949
 BX1949  STATE/COUNTY-  LA/VERNON
 BX1949  USGS QUAD   -  LEESVILLE (1994)
 BX1949
 BX1949                         *CURRENT SURVEY CONTROL
 BX1949  ___________________________________________________________________
 BX1949* NAD 83(1986)-  31 08 42.     (N)    093 15 40.     (W)     SCALED    
 BX1949* NAVD 88     -        76.67   (+/-2cm)     251.5    (feet)  VERTCON   
 BX1949  ___________________________________________________________________
 BX1949  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX1949
 BX1949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1949
 BX1949.The horizontal coordinates were scaled from a topographic map and have
 BX1949.an estimated accuracy of +/- 6 seconds.
 BX1949
 BX1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1949.The vertical order pertains to the NGVD 29 superseded value.
 BX1949
 BX1949.The geoid height was determined by GEOID03.
 BX1949
 BX1949;                    North         East    Units  Estimated Accuracy
 BX1949;SPC LA N     -    71,770.      927,420.      MT  (+/- 180 meters Scaled)
 BX1949
 BX1949                          SUPERSEDED SURVEY CONTROL
 BX1949
 BX1949  NGVD 29 (??/??/??)   76.775  (m)          251.89   (f) ADJUSTED    2 0
 BX1949
 BX1949.Superseded values are not recommended for survey control.
 BX1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1949.See file dsdata.txt to determine how the superseded data were derived.
 BX1949
 BX1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ751457(NAD 83)
 BX1949_MARKER: DB = BENCH MARK DISK
 BX1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1949_STAMPING: C 68 1935
 BX1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1949+STABILITY: SURFACE MOTION
 BX1949
 BX1949  HISTORY     - Date     Condition        Report By
 BX1949  HISTORY     - 1935     MONUMENTED       CGS
 BX1949  HISTORY     - 1935     GOOD             CGS
 BX1949  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1949
 BX1949                          STATION DESCRIPTION
 BX1949
 BX1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1949'IN LEESVILLE.
 BX1949'AT LEESVILLE, VERNON PARISH, 0.5 MILE NORTH OF THE KANSAS CITY
 BX1949'SOUTHERN RAILWAY STATION, 47 YARDS NORTH OF MILEPOST 668, 126 FEET
 BX1949'SOUTH OF THE CROSSING OF MAIN STREET, 21 FEET WEST OF THE CENTERLINE
 BX1949'OF THE TRACK, AND 13 YARDS EAST OF THE CENTERLINE OF MAIN STREET.  A
 BX1949'STANDARD DISK, STAMPED C 68 1935 AND SET IN THE TOP OF A CONCRETE
 BX1949'POST.
 BX1949
 BX1949                          STATION RECOVERY (2001)
 BX1949
 BX1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1949'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1888 ***********************************************************************
 BJ1888  DESIGNATION -  C 76
 BJ1888  PID         -  BJ1888
 BJ1888  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1888  USGS QUAD   -  WILSON (1985)
 BJ1888
 BJ1888                         *CURRENT SURVEY CONTROL
 BJ1888  ___________________________________________________________________
 BJ1888* NAD 83(1986)-  30 56 56.     (N)    091 06 18.     (W)     SCALED    
 BJ1888* NAVD 88     -        96.00   (+/-2cm)     315.0    (feet)  VERTCON   
 BJ1888  ___________________________________________________________________
 BJ1888  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ1888
 BJ1888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1888
 BJ1888.The horizontal coordinates were scaled from a topographic map and have
 BJ1888.an estimated accuracy of +/- 6 seconds.
 BJ1888
 BJ1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1888.The vertical order pertains to the NGVD 29 superseded value.
 BJ1888
 BJ1888.The geoid height was determined by GEOID03.
 BJ1888
 BJ1888;                    North         East    Units  Estimated Accuracy
 BJ1888;SPC LA S     -   271,480.    1,021,820.      MT  (+/- 180 meters Scaled)
 BJ1888
 BJ1888                          SUPERSEDED SURVEY CONTROL
 BJ1888
 BJ1888  NGVD 29 (??/??/??)   95.953  (m)          314.81   (f) ADJUSTED    2 0
 BJ1888
 BJ1888.Superseded values are not recommended for survey control.
 BJ1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1888.See file dsdata.txt to determine how the superseded data were derived.
 BJ1888
 BJ1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ810254(NAD 83)
 BJ1888_MARKER: DB = BENCH MARK DISK
 BJ1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1888_STAMPING: C 76 1935
 BJ1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1888+STABILITY: SURFACE MOTION
 BJ1888
 BJ1888  HISTORY     - Date     Condition        Report By
 BJ1888  HISTORY     - 1935     MONUMENTED       CGS
 BJ1888  HISTORY     - 1954     GOOD             CGS
 BJ1888
 BJ1888                          STATION DESCRIPTION
 BJ1888
 BJ1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1888'2.3 MI N FROM WILSON.
 BJ1888'2.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD, FROM THE STATION
 BJ1888'IN WILSON, AT THE SOUTHEAST ANGLE OF A ROAD CROSSING AND BETWEEN THE
 BJ1888'TRACKS AND U. S. HIGHWAY 91, 46 FEET EAST OF THE EAST RAIL, 31 FEET
 BJ1888'WEST OF THE CENTERLINE OF U. S. HIGHWAY 91, 66 FEET SOUTHEAST OF THE
 BJ1888'CENTER OF THE ROAD CROSSING, 3 FEET EAST OF A CONCRETE WITNESS POST,
 BJ1888'AND 450 FEET NORTH OF MILEPOST M 431.  A STANDARD DISK, STMAPED C 76
 BJ1888'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES AND
 BJ1888'LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5270 ***********************************************************************
 BJ5270  DESIGNATION -  C 912
 BJ5270  PID         -  BJ5270
 BJ5270  STATE/COUNTY-  LA/ST LANDRY
 BJ5270  USGS QUAD   -  PALMETTO (1994)
 BJ5270
 BJ5270                         *CURRENT SURVEY CONTROL
 BJ5270  ___________________________________________________________________
 BJ5270* NAD 83(1992)-  30 42 19.81652(N)    091 56 19.29873(W)     ADJUSTED  
 BJ5270* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 BJ5270  ___________________________________________________________________
 BJ5270  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ5270  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ5270
 BJ5270  HORZ ORDER  -  SECOND
 BJ5270
 BJ5270.The horizontal coordinates were established by classical geodetic methods
 BJ5270.and adjusted by the National Geodetic Survey in January 1993..
 BJ5270
 BJ5270.The orthometric height was scaled from a topographic map.
 BJ5270
 BJ5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5270
 BJ5270.The geoid height was determined by GEOID03.
 BJ5270
 BJ5270;                    North         East     Units Scale Factor Converg.
 BJ5270;SPC LA S     -   244,626.870   942,008.761   MT  1.00000118   -0 18 09.7
 BJ5270;SPC LA S     -   802,579.99  3,090,573.74   sFT  1.00000118   -0 18 09.7
 BJ5270;UTM  15      - 3,397,445.862   601,631.524   MT  0.99972742   +0 32 31.1
 BJ5270
 BJ5270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5270!SPC LA S     -   1.00000256  x   1.00000118  =   1.00000374
 BJ5270!UTM  15      -   1.00000256  x   0.99972742  =   0.99972998
 BJ5270
 BJ5270|---------------------------------------------------------------------|
 BJ5270| PID    Reference Object                     Distance      Geod. Az  |
 BJ5270|                                                           dddmmss.s |
 BJ5270| BJ2891 LEBEAU                              117.624 METERS 20659     |
 BJ5270| CW1175 C 913                                              2132548.1 |
 BJ5270|---------------------------------------------------------------------|
 BJ5270
 BJ5270                          SUPERSEDED SURVEY CONTROL
 BJ5270
 BJ5270  NAD 83(1986)-  30 42 19.83689(N)    091 56 19.29345(W) AD(       ) 2
 BJ5270  NAD 27      -  30 42 19.13559(N)    091 56 18.89001(W) AD(       ) 2
 BJ5270
 BJ5270.Superseded values are not recommended for survey control.
 BJ5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5270.See file dsdata.txt to determine how the superseded data were derived.
 BJ5270
 BJ5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0163297446(NAD 83)
 BJ5270_MARKER: DD = SURVEY DISK
 BJ5270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5270
 BJ5270  HISTORY     - Date     Condition        Report By
 BJ5270  HISTORY     - 1941     MONUMENTED       LAGS
 BJ5270  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BJ5270
 BJ5270                          STATION DESCRIPTION
 BJ5270
 BJ5270'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1941 (HJH)
 BJ5270'STATION IS ABOUT 3 MILES SE OF LEBEAU, NEAR THE E SIDE OF
 BJ5270'SECTION 15, T. 4 S., R. 5 E., ON LAND OWNED BY AND OCCUPIED BY
 BJ5270'RODNESS GOUDEAU. IT IS 18 FEET NW OF THE CENTER OF
 BJ5270'A DIRT ROAD, 7 FEET SE OF A FENCE AND 3 FEET SE OF A REFERENCE
 BJ5270'POST.
 BJ5270'
 BJ5270'STATION IS A STANDARD STATE CONTROL SURVEY DISK STAMPED C 912
 BJ5270'SET IN A 6-INCH SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES.
 BJ5270'IT WAS LOCATED BY TRAVERSE FROM STATION LEBEAU.
 BJ5270'
 BJ5270'AN AZIMUTH DIRECTION WAS TAKEN TO STATION C 913 (LOUISIANA
 BJ5270'GEODETIC SURVEY).  IT IS ABOUT 0.3 MILE SW OF THE STATION, 25
 BJ5270'FEET S OF THE CENTER OF THE DIRT ROAD, 3 FEET N OF A REFERENCE
 BJ5270'POST AND 2 FEET N OF A FENCE.  IT IS A STANDARD STATE CONTROL
 BJ5270'SURVEY DISK, STAMPED C 913 SET IN A 6-INCH SQUARE CONCRETE
 BJ5270'POST PROJECTING ABOUT 2 INCHES.
 BJ5270
 BJ5270                          STATION RECOVERY (1960)
 BJ5270
 BJ5270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5270'THE MARK WAS VISITED 1-25-60 AND WAS FOUND WITH THE TOP
 BJ5270'PORTION OF THE MARK BROKEN OFF, THE LOWER PORTION OF THE MARK
 BJ5270'WAS FOUND UNDISTURBED, THE TOP PORTION WAS PLACE ON BOTTOM
 BJ5270'PORTION AND REEFORCED WITH CONCRETE, THE DIRECTIONS WAS THEN
 BJ5270'OBSERVED BETWEEN LEBEAU 1941 AND C 913 (LA.GEOD.S.) AND WAS
 BJ5270'CHECKED WITHIN 10 SECONDS.  A NEW DESCRIPTION FOLLOWS--
 BJ5270'
 BJ5270'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF LEBEAU,
 BJ5270'NEAR THE EAST SIDE OF SEC. 15, T. 4 S., R 5 E., ON THE NORTH
 BJ5270'SIDE OF A GRAVELED ROAD, 117.623 METERS NORTH OF TRIANGULATION
 BJ5270'STATION LEBEAU 1941, 20 FEET WEST-NORTHWEST OF THE CENTER OF
 BJ5270'THE ROAD, 11 FEET SOUTH OF THE SOUTH GATE POST OF A WIRE GATE,
 BJ5270'6.5 FEET EAST-SOUTHEAST OF A FENCE LINE, 182 FEET SOUTH OF A
 BJ5270'T FENCE CORNER, 213 FEET SOUTH OF A POWER POLE, 3 FEET EAST
 BJ5270'SOUTH EAST OF A CONCRETE WITNESS POST, AND 1 FOOT
 BJ5270'WEST-NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BJ5270'LOUISIANA GEODETIC SURVEY DISK, STAMPED C 912, SET IN THE
 BJ5270'TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 BJ5270'
 BJ5270'A DIRECTION WAS TAKEN TO C 913 (LA.GEOD.S.).  IT IS 0.3 MILE
 BJ5270'SOUTHWEST OF THIS MARK, IN THE THE SOUTH RIGHT-OF-WAY FENCE LINE
 BJ5270'OF THE ROAD, 29 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 148
 BJ5270'FEET WEST OF THE PROJECTED PLANE OF THE SOUTHWEST WALL OF THE
 BJ5270'HOUSE NORTHWEST OF THE ROAD, 122 FEET SOUTHWEST OF A POWER
 BJ5270'POLE, 156 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING
 BJ5270'SOUTHEAST TO RODNESS GOUDEAU HOUSE, AND 1 FOOT SOUTHEAST OF
 BJ5270'A METAL WITNESS POST.  IT IS A STANDARD LOUISIANA GEODETIC
 BJ5270'SURVEY DISK, STAMPED C 913, SET IN THE TOP OF A 6-INCH SQUARE
 BJ5270'CONCRETE POST FLUSH WITH THE GROUND.
 BJ5270'
 BJ5270'TO REACH THE STATION FROM LEBEAU GO SOUTH ON U.S. HIGHWAY
 BJ5270'71 FOR 2.85 MILES TO A SIDE ROAD LEADING NORTHWEST, TURN LEFT
 BJ5270'AND GO NORTHEAST FOR 0.4 MILE TO C 913 (L.G.S.) ON THE RIGHT,
 BJ5270'CONTINUE NORTHEAST FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4013 ***********************************************************************
 BJ4013  DESIGNATION -  C 922 RESET
 BJ4013  PID         -  BJ4013
 BJ4013  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4013  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4013
 BJ4013                         *CURRENT SURVEY CONTROL
 BJ4013  ___________________________________________________________________
 BJ4013* NAD 83(1986)-  30 31 58.     (N)    091 08 30.     (W)     SCALED    
 BJ4013* NAVD 88     -        19.943  (meters)      65.43   (feet)  ADJUSTED  
 BJ4013  ___________________________________________________________________
 BJ4013  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4013  DYNAMIC HT  -          19.917 (meters)      65.34  (feet)  COMP
 BJ4013  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ4013
 BJ4013  VERT ORDER  -  SECOND    CLASS II
 BJ4013
 BJ4013.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ4013
 BJ4013.The horizontal coordinates were scaled from a topographic map and have
 BJ4013.an estimated accuracy of +/- 6 seconds.
 BJ4013
 BJ4013.The orthometric height was determined by differential leveling
 BJ4013.and adjusted by the National Geodetic Survey in February 1994..
 BJ4013
 BJ4013.The geoid height was determined by GEOID03.
 BJ4013
 BJ4013.The dynamic height is computed by dividing the NAVD 88
 BJ4013.geopotential number by the normal gravity value computed on the
 BJ4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4013.degrees latitude (g = 980.6199 gals.).
 BJ4013
 BJ4013.The modeled gravity was interpolated from observed gravity values.
 BJ4013
 BJ4013;                    North         East    Units  Estimated Accuracy
 BJ4013;SPC LA S     -   225,340.    1,018,390.      MT  (+/- 180 meters Scaled)
 BJ4013
 BJ4013                          SUPERSEDED SURVEY CONTROL
 BJ4013
 BJ4013.No superseded survey control is available for this station.
 BJ4013
 BJ4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP782792(NAD 83)
 BJ4013_MARKER: DB = BENCH MARK DISK
 BJ4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4013_SP_SET: CONCRETE POST
 BJ4013_STAMPING: C 922 RESET 1977
 BJ4013_MARK LOGO: LAGS  
 BJ4013_PROJECTION: FLUSH
 BJ4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4013+STABILITY: SURFACE MOTION
 BJ4013
 BJ4013  HISTORY     - Date     Condition        Report By
 BJ4013  HISTORY     - 1977     MONUMENTED       LAGS
 BJ4013  HISTORY     - 1987     GOOD             LA-033
 BJ4013
 BJ4013                          STATION DESCRIPTION
 BJ4013
 BJ4013'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4013'2.1 KM (1.3 MI) SOUTH FROM BROWNSFIELD.
 BJ4013'FROM THE INTERSECTION OF BLOUNT ROAD AND STATE HIGHWAY 67 (PLANK
 BJ4013'ROAD) ABOUT 0.8 KM (0.5 MI) SOUTH OF BROWNSFIELD AND AT THE NORTHEAST
 BJ4013'CORNER OF RYAN AIRPORT, GO SOUTH ON HIGHWAY 67 FOR 0.8 KM (0.5 MI) TO
 BJ4013'THE BENCH MARK ON THE RIGHT, 20.3 METERS (66.5 FT) WEST OF THE
 BJ4013'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 13.7 METERS (45
 BJ4013'FT) WEST OF THE NORTH END OF CURB WHERE CURB BEGINS TO LEAD SOUTH
 BJ4013'ALONG THE WEST SIDE OF THE HIGHWAY AND ON THE EAST SIDE OF THE RYAN
 BJ4013'AIRPORT.
 BJ4013'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 BJ4013'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1146 ***********************************************************************
 BJ1146  DESIGNATION -  C 926 LAGS
 BJ1146  PID         -  BJ1146
 BJ1146  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1146  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ1146
 BJ1146                         *CURRENT SURVEY CONTROL
 BJ1146  ___________________________________________________________________
 BJ1146* NAD 83(1986)-  30 25 06.     (N)    091 11 38.     (W)     SCALED    
 BJ1146* NAVD 88     -         8.04   (+/-2cm)      26.4    (feet)  VERTCON   
 BJ1146  ___________________________________________________________________
 BJ1146  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1146
 BJ1146  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1146
 BJ1146.The horizontal coordinates were scaled from a topographic map and have
 BJ1146.an estimated accuracy of +/- 6 seconds.
 BJ1146
 BJ1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1146.The vertical order pertains to the NGVD 29 superseded value.
 BJ1146
 BJ1146.The geoid height was determined by GEOID03.
 BJ1146
 BJ1146;                    North         East    Units  Estimated Accuracy
 BJ1146;SPC LA S     -   212,650.    1,013,400.      MT  (+/- 180 meters Scaled)
 BJ1146
 BJ1146                          SUPERSEDED SURVEY CONTROL
 BJ1146
 BJ1146  NGVD 29 (??/??/??)    8.057  (m)           26.43   (f) ADJUSTED    1 2
 BJ1146
 BJ1146.Superseded values are not recommended for survey control.
 BJ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1146.See file dsdata.txt to determine how the superseded data were derived.
 BJ1146
 BJ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP734665(NAD 83)
 BJ1146_MARKER: DD = SURVEY DISK
 BJ1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1146_STAMPING: C 926
 BJ1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1146+STABILITY: SURFACE MOTION
 BJ1146
 BJ1146  HISTORY     - Date     Condition        Report By
 BJ1146  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1146  HISTORY     - 1964     GOOD             CGS
 BJ1146  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1146
 BJ1146                          STATION DESCRIPTION
 BJ1146
 BJ1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1146'1.95 MI S FROM BATON ROUGE.
 BJ1146'ABOUT 1.95 MILES SOUTH ALONG THE RIVER ROAD FROM THE ILLINOIS CENTRAL
 BJ1146'RAILROAD STATION AT BATON ROUGE, ABOUT 125 YARDS SOUTH OF THE JUNCTION
 BJ1146'OF ASTER STREET, AT THE BASE OF THE LEVEE, 38 FEET WEST OF THE CENTER
 BJ1146'LINE OF THE HIGHWAY, 85 1/2 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY
 BJ1146'FROM POWER LINE POLE NO. 51, 125 YARDS NORTHWEST OF THE JUNCTION OF
 BJ1146'THE ENTRANCE TO A LARGE INCINERATOR, ABOUT LEVEL WITH THE HIGHWAY AND
 BJ1146'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 BJ1146'THE GROUND.
 BJ1146
 BJ1146                          STATION RECOVERY (1976)
 BJ1146
 BJ1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1146'MEASUREMENTS COME TO WHERE A PIPE LINE HAS BEEN PUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0992 ***********************************************************************
 BJ0992  DESIGNATION -  C 927 LAGS
 BJ0992  PID         -  BJ0992
 BJ0992  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0992  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0992
 BJ0992                         *CURRENT SURVEY CONTROL
 BJ0992  ___________________________________________________________________
 BJ0992* NAD 83(1986)-  30 24 51.     (N)    091 11 41.     (W)     SCALED    
 BJ0992* NAVD 88     -         7.57   (+/-2cm)      24.8    (feet)  VERTCON   
 BJ0992  ___________________________________________________________________
 BJ0992  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0992
 BJ0992  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0992
 BJ0992.The horizontal coordinates were scaled from a topographic map and have
 BJ0992.an estimated accuracy of +/- 6 seconds.
 BJ0992
 BJ0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0992.The vertical order pertains to the NGVD 29 superseded value.
 BJ0992
 BJ0992.The geoid height was determined by GEOID03.
 BJ0992
 BJ0992;                    North         East    Units  Estimated Accuracy
 BJ0992;SPC LA S     -   212,180.    1,013,320.      MT  (+/- 180 meters Scaled)
 BJ0992
 BJ0992                          SUPERSEDED SURVEY CONTROL
 BJ0992
 BJ0992  NGVD 29 (??/??/??)    7.587  (m)           24.89   (f) ADJUSTED    1 1
 BJ0992
 BJ0992.Superseded values are not recommended for survey control.
 BJ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0992.See file dsdata.txt to determine how the superseded data were derived.
 BJ0992
 BJ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP734660(NAD 83)
 BJ0992_MARKER: DD = SURVEY DISK
 BJ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0992_STAMPING: C 927
 BJ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0992+STABILITY: SURFACE MOTION
 BJ0992
 BJ0992  HISTORY     - Date     Condition        Report By
 BJ0992  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0992  HISTORY     - 1969     GOOD             LADTD
 BJ0992  HISTORY     - 1976     GOOD             NGS
 BJ0992  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BJ0992
 BJ0992                          STATION DESCRIPTION
 BJ0992
 BJ0992'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ0992'2.25 MI S FROM BATON ROUGE.
 BJ0992'ABOUT 2.25 MILES SOUTH ALONG THE RIVER ROAD FROM THE ILLINOIS CENTRAL
 BJ0992'RAILROAD STATION IN BATON ROUGE, ABOUT 0.1 MILE NORTH OF A ROAD
 BJ0992'LEADING EAST TO THE LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM.  IT
 BJ0992'IS 21.5 FEET EAST OF THE CENTERLINE OF THE RIVER ROAD, 27.5 FEET SOUTH
 BJ0992'OF POWER POLE NO. 59, 2 FEET WEST OF A FENCE LINE, 59.5 FEET NORTH OF
 BJ0992'A FENCE CORNER, 3 FEET SOUTHWEST OF A CONCRETE WITNESS POST WITH USBM
 BJ0992'CAST IN, ABOUT LEVEL WITH THE RIVER ROAD AND SET IN THE TOP OF A
 BJ0992'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 BJ0992
 BJ0992                          STATION RECOVERY (1976)
 BJ0992
 BJ0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0992'1.7 MILE SOUTH ALONG RIVER ROAD FROM THE INTERSTATE HIGHWAY 10 BRIDGE
 BJ0992'OVERPASS, 0.1 MILE NORTH OF THE JUNCTION OF A ROAD LEADING EAST TO THE
 BJ0992'LSU STADIUM, 21.5 FT EAST OF THE CENTER LINE OF RIVER ROAD, 24.5 FT
 BJ0992'SOUTH OF A POWER POLE WITH A TRANSFORMER, 3 FT WEST OF A FENCE LINE,
 BJ0992'155 FT SOUTH OF THE CENTER LINE OF ENTRANCE TO LSU SCIENCE CENTER.
 BJ0992
 BJ0992                          STATION RECOVERY (1987)
 BJ0992
 BJ0992'RECOVERY NOTE BY US POWER SQUADRON 1987 (JL)
 BJ0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0993 ***********************************************************************
 BJ0993  DESIGNATION -  C 929
 BJ0993  PID         -  BJ0993
 BJ0993  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0993  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0993
 BJ0993                         *CURRENT SURVEY CONTROL
 BJ0993  ___________________________________________________________________
 BJ0993* NAD 83(1986)-  30 24 11.     (N)    091 12 02.     (W)     SCALED    
 BJ0993* NAVD 88     -         7.568  (meters)      24.83   (feet)  ADJUSTED  
 BJ0993  ___________________________________________________________________
 BJ0993  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0993  DYNAMIC HT  -           7.558 (meters)      24.80  (feet)  COMP
 BJ0993  MODELED GRAV-     979,333.5   (mgal)                       NAVD 88
 BJ0993
 BJ0993  VERT ORDER  -  FIRST     CLASS I
 BJ0993
 BJ0993.The horizontal coordinates were scaled from a topographic map and have
 BJ0993.an estimated accuracy of +/- 6 seconds.
 BJ0993
 BJ0993.The orthometric height was determined by differential leveling
 BJ0993.and adjusted by the National Geodetic Survey in February 1994..
 BJ0993
 BJ0993.The geoid height was determined by GEOID03.
 BJ0993
 BJ0993.The dynamic height is computed by dividing the NAVD 88
 BJ0993.geopotential number by the normal gravity value computed on the
 BJ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0993.degrees latitude (g = 980.6199 gals.).
 BJ0993
 BJ0993.The modeled gravity was interpolated from observed gravity values.
 BJ0993
 BJ0993;                    North         East    Units  Estimated Accuracy
 BJ0993;SPC LA S     -   210,950.    1,012,760.      MT  (+/- 180 meters Scaled)
 BJ0993
 BJ0993                          SUPERSEDED SURVEY CONTROL
 BJ0993
 BJ0993  NGVD 29 (??/??/??)    7.605  (m)           24.95   (f) ADJUSTED    1 1
 BJ0993
 BJ0993.Superseded values are not recommended for survey control.
 BJ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0993.See file dsdata.txt to determine how the superseded data were derived.
 BJ0993
 BJ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP728648(NAD 83)
 BJ0993_MARKER: DD = SURVEY DISK
 BJ0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0993_SP_SET: CONCRETE POST
 BJ0993_STAMPING: C 929 LGS
 BJ0993_MARK LOGO: LAGS  
 BJ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0993+STABILITY: SURFACE MOTION
 BJ0993
 BJ0993  HISTORY     - Date     Condition        Report By
 BJ0993  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0993  HISTORY     - 1969     GOOD             LADTD
 BJ0993  HISTORY     - 1976     GOOD             NGS
 BJ0993  HISTORY     - 1986     GOOD             NGS
 BJ0993
 BJ0993                          STATION DESCRIPTION
 BJ0993
 BJ0993'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ0993'3.05 MI S FROM BATON ROUGE.
 BJ0993'ABOUT 3.05 MILES SOUTH ALONG THE RIVER ROAD FROM THE ILLINOIS CENTRAL
 BJ0993'RAILROAD STATION AT BATON ROUGE, ABOUT 0.3 MILE SOUTH OF THE JUNCTION
 BJ0993'OF A BLACKTOP ROAD LEADING EAST TO U.S. HIGHWAY 61, AT THE BASE OF THE
 BJ0993'MISSISSIPPI RIVER LEVEE.  IT IS 41.5 FEET WEST OF THE CENTERLINE OF
 BJ0993'THE HIGHWAY, 80 FEET WEST OF AND ACROSS THE HIGHWAY FROM POWER POLE
 BJ0993'NO. 72, 245 FEET SOUTHWEST OF CENTER OF A 24 INCH CROSS DRAIN, ABOUT
 BJ0993'LEVEL WITH THE HIGHWAY.  SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 BJ0993'GROUND, 2 FEET SOUTH OF A STEEL WITNESS POST.
 BJ0993
 BJ0993                          STATION RECOVERY (1976)
 BJ0993
 BJ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0993'2.55 MILE SOUTH ALONG RIVER ROAD FROM THE INTERSTATE HIGHWAY 10 BRIDGE
 BJ0993'OVERPASS, 0.3 MILE SOUTH OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 BJ0993'EAST, 80 FT WEST AND ACROSS ROAD FROM POWER POLE WITH TRANSFORMER
 BJ0993'NUMBER 72, 41 FT WEST OF THE CENTER LINE OF RIVER ROAD, 37 FT SOUTH OF
 BJ0993'A POWER POLE WITH LINES LEADING WEST OVER TOP OF LEVEE, 7 FT EAST OF A
 BJ0993'FENCE LINE.
 BJ0993
 BJ0993                          STATION RECOVERY (1986)
 BJ0993
 BJ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0994 ***********************************************************************
 BJ0994  DESIGNATION -  C 930
 BJ0994  PID         -  BJ0994
 BJ0994  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0994  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0994
 BJ0994                         *CURRENT SURVEY CONTROL
 BJ0994  ___________________________________________________________________
 BJ0994* NAD 83(1986)-  30 23 54.     (N)    091 12 13.     (W)     SCALED    
 BJ0994* NAVD 88     -         7.437  (meters)      24.40   (feet)  ADJUSTED  
 BJ0994  ___________________________________________________________________
 BJ0994  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0994  DYNAMIC HT  -           7.428 (meters)      24.37  (feet)  COMP
 BJ0994  MODELED GRAV-     979,332.9   (mgal)                       NAVD 88
 BJ0994
 BJ0994  VERT ORDER  -  FIRST     CLASS I
 BJ0994
 BJ0994.The horizontal coordinates were scaled from a topographic map and have
 BJ0994.an estimated accuracy of +/- 6 seconds.
 BJ0994
 BJ0994.The orthometric height was determined by differential leveling
 BJ0994.and adjusted by the National Geodetic Survey in February 1994..
 BJ0994
 BJ0994.The geoid height was determined by GEOID03.
 BJ0994
 BJ0994.The dynamic height is computed by dividing the NAVD 88
 BJ0994.geopotential number by the normal gravity value computed on the
 BJ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0994.degrees latitude (g = 980.6199 gals.).
 BJ0994
 BJ0994.The modeled gravity was interpolated from observed gravity values.
 BJ0994
 BJ0994;                    North         East    Units  Estimated Accuracy
 BJ0994;SPC LA S     -   210,430.    1,012,470.      MT  (+/- 180 meters Scaled)
 BJ0994
 BJ0994                          SUPERSEDED SURVEY CONTROL
 BJ0994
 BJ0994  NGVD 29 (??/??/??)    7.467  (m)           24.50   (f) ADJUSTED    1 1
 BJ0994
 BJ0994.Superseded values are not recommended for survey control.
 BJ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0994.See file dsdata.txt to determine how the superseded data were derived.
 BJ0994
 BJ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP725642(NAD 83)
 BJ0994_MARKER: DD = SURVEY DISK
 BJ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0994_SP_SET: CONCRETE POST
 BJ0994_STAMPING: C 930 LGS
 BJ0994_MARK LOGO: LAGS  
 BJ0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0994+STABILITY: SURFACE MOTION
 BJ0994
 BJ0994  HISTORY     - Date     Condition        Report By
 BJ0994  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0994  HISTORY     - 1969     GOOD             LADTD
 BJ0994  HISTORY     - 1976     GOOD             NGS
 BJ0994  HISTORY     - 1986     GOOD             NGS
 BJ0994  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BJ0994
 BJ0994                          STATION DESCRIPTION
 BJ0994
 BJ0994'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ0994'3.4 MI S FROM BATON ROUGE.
 BJ0994'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 327 AND STATE HIGHWAY 75,
 BJ0994'RIVER ROAD, FROM THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE,
 BJ0994'ABOUT 0.3 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST, AT
 BJ0994'THE BASE OF THE MISSISSIPPI RIVER LEVEE.  IT IS 43 FEET WEST OF THE
 BJ0994'CENTERLINE OF THE HIGHWAY, 54 FEET NORTHWEST OF THE WEST END OF A 24
 BJ0994'INCH PIPE CULVERT UNDER THE HIGHWAY, 99 FEET NORTHWEST OF AND ACROSS
 BJ0994'THE HIGHWAY FROM POWER POLE NO. 78, 1.5 FEET BELOW THE LEVEL OF THE
 BJ0994'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 BJ0994'THE LEVEL OF THE GROUND, 2 FEET WEST OF A STEEL WITNESS POST.
 BJ0994
 BJ0994                          STATION RECOVERY (1976)
 BJ0994
 BJ0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0994'2.9 MILE SOUTH ALONG RIVER ROAD FROM THE INTERSTATE HIGHWAY 10 BRIDGE
 BJ0994'OVERPASS, 99 FT NORTHWEST AND ACROSS ROAD FROM POWER POLE NUMBER 78,
 BJ0994'43 FT WEST OF THE CENTER LINE OF RIVER ROAD, 54 FT NORTHWEST OF THE
 BJ0994'WEST END OF A 24 INCH PIPE CULVERT UNDER THE ROAD, 5 INCHES WEST OF
 BJ0994'A FENCE LINE, 0.3 MILE NORTH OF THE JUNCTION OF BRIGHTSIDE DRIVE.
 BJ0994
 BJ0994                          STATION RECOVERY (1986)
 BJ0994
 BJ0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0994'RECOVERED IN GOOD CONDITION.
 BJ0994
 BJ0994                          STATION RECOVERY (1987)
 BJ0994
 BJ0994'RECOVERY NOTE BY US POWER SQUADRON 1987 (JL)
 BJ0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0998 ***********************************************************************
 BJ0998  DESIGNATION -  C 936
 BJ0998  PID         -  BJ0998
 BJ0998  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0998  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0998
 BJ0998                         *CURRENT SURVEY CONTROL
 BJ0998  ___________________________________________________________________
 BJ0998* NAD 83(1986)-  30 22 03.     (N)    091 13 52.     (W)     SCALED    
 BJ0998* NAVD 88     -         9.145  (meters)      30.00   (feet)  ADJUSTED  
 BJ0998  ___________________________________________________________________
 BJ0998  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0998  DYNAMIC HT  -           9.132 (meters)      29.96  (feet)  COMP
 BJ0998  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 BJ0998
 BJ0998  VERT ORDER  -  FIRST     CLASS I
 BJ0998
 BJ0998.The horizontal coordinates were scaled from a topographic map and have
 BJ0998.an estimated accuracy of +/- 6 seconds.
 BJ0998
 BJ0998.The orthometric height was determined by differential leveling
 BJ0998.and adjusted by the National Geodetic Survey in February 1994..
 BJ0998
 BJ0998.The geoid height was determined by GEOID03.
 BJ0998
 BJ0998.The dynamic height is computed by dividing the NAVD 88
 BJ0998.geopotential number by the normal gravity value computed on the
 BJ0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0998.degrees latitude (g = 980.6199 gals.).
 BJ0998
 BJ0998.The modeled gravity was interpolated from observed gravity values.
 BJ0998
 BJ0998;                    North         East    Units  Estimated Accuracy
 BJ0998;SPC LA S     -   207,010.    1,009,830.      MT  (+/- 180 meters Scaled)
 BJ0998
 BJ0998                          SUPERSEDED SURVEY CONTROL
 BJ0998
 BJ0998  NGVD 29 (??/??/??)    9.241  (m)           30.32   (f) ADJUSTED    1 1
 BJ0998
 BJ0998.Superseded values are not recommended for survey control.
 BJ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0998.See file dsdata.txt to determine how the superseded data were derived.
 BJ0998
 BJ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP699608(NAD 83)
 BJ0998_MARKER: DD = SURVEY DISK
 BJ0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0998_SP_SET: CONCRETE POST
 BJ0998_STAMPING: C 936
 BJ0998_MARK LOGO: LAGS  
 BJ0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0998+STABILITY: SURFACE MOTION
 BJ0998
 BJ0998  HISTORY     - Date     Condition        Report By
 BJ0998  HISTORY     - UNK      MONUMENTED       LAGS
 BJ0998  HISTORY     - 1964     GOOD             CGS
 BJ0998  HISTORY     - 1976     GOOD             NGS
 BJ0998  HISTORY     - 1986     GOOD             NGS
 BJ0998
 BJ0998                          STATION DESCRIPTION
 BJ0998
 BJ0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0998'6.15 MI S FROM BATON ROUGE.
 BJ0998'ABOUT 6.15 MILES SOUTH ALONG STATE HIGHWAY 327 AND THE RIVER ROAD FROM
 BJ0998'THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, ABOUT 0.4 MILE
 BJ0998'SOUTH OF AN OVERHEAD LARGE STEEL TRANSMISSION LINE WITH ONE TOWER ON
 BJ0998'TOP OF MISSISSIPPI RIVER LEVEE WHICH SUPPORTS WIRES ACROSS RIVER, AT
 BJ0998'THE OUTSIDE OF A CURVE IN THE HIGHWAY, 63 FEET WEST OF THE CENTER LINE
 BJ0998'OF THE HIGHWAY, 132 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 BJ0998'POWER LINE POLE NO. 116, 103 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 BJ0998'POST, 3 FEET EAST OF A CONCRETE WITNESS POST WITH USBM CAST IN, ABOUT
 BJ0998'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BJ0998'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ0998
 BJ0998                          STATION RECOVERY (1976)
 BJ0998
 BJ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0998'5.65 MILE SOUTHWEST ALONG RIVER ROAD (STATE HIGHWAY 327) FROM THE
 BJ0998'INTERSTATE HIGHWAY 10 BRIDGE OVERPASS, 0.4 MILE SOUTHWEST OF A HIGH
 BJ0998'OVERHEAD STEEL TRANSMISSION LINE, 103 FT SOUTHWEST OF A CONCRETE
 BJ0998'RIGHT-OF-WAY MARKER, 132 FEET NORTHWEST AND ACROSS HIGHWAY FROM
 BJ0998'POWER POLE NUMBER 116, 63 FT NORTHWEST OF THE CENTER LINE OF THE ROAD
 BJ0998'17.8 FT NORTHWEST OF A FENCE LINE, 94 FT NORTHEAST OF A SUPPORT POWER
 BJ0998'POLE.
 BJ0998
 BJ0998                          STATION RECOVERY (1986)
 BJ0998
 BJ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1148 ***********************************************************************
 BJ1148  DESIGNATION -  C 938 LAGS
 BJ1148  PID         -  BJ1148
 BJ1148  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1148  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1148
 BJ1148                         *CURRENT SURVEY CONTROL
 BJ1148  ___________________________________________________________________
 BJ1148* NAD 83(1986)-  30 21 26.     (N)    091 14 01.     (W)     SCALED    
 BJ1148* NAVD 88     -        13.14   (+/-2cm)      43.1    (feet)  VERTCON   
 BJ1148  ___________________________________________________________________
 BJ1148  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1148
 BJ1148  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1148
 BJ1148.The horizontal coordinates were scaled from a topographic map and have
 BJ1148.an estimated accuracy of +/- 6 seconds.
 BJ1148
 BJ1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1148.The vertical order pertains to the NGVD 29 superseded value.
 BJ1148
 BJ1148.The geoid height was determined by GEOID03.
 BJ1148
 BJ1148;                    North         East    Units  Estimated Accuracy
 BJ1148;SPC LA S     -   205,870.    1,009,590.      MT  (+/- 180 meters Scaled)
 BJ1148
 BJ1148                          SUPERSEDED SURVEY CONTROL
 BJ1148
 BJ1148  NGVD 29 (??/??/??)   13.163  (m)           43.19   (f) ADJUSTED    1 2
 BJ1148
 BJ1148.Superseded values are not recommended for survey control.
 BJ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1148.See file dsdata.txt to determine how the superseded data were derived.
 BJ1148
 BJ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP697596(NAD 83)
 BJ1148_MARKER: DD = SURVEY DISK
 BJ1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1148_STAMPING: C 938
 BJ1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1148+STABILITY: SURFACE MOTION
 BJ1148
 BJ1148  HISTORY     - Date     Condition        Report By
 BJ1148  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1148  HISTORY     - 1964     GOOD             CGS
 BJ1148  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1148
 BJ1148                          STATION DESCRIPTION
 BJ1148
 BJ1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1148'6.9 MI S FROM BATON ROUGE.
 BJ1148'ABOUT 6.9 MILES SOUTH ALONG RIVER ROAD AND STATE HIGHWAY 327 FROM THE
 BJ1148'ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, ABOUT 125 YARDS
 BJ1148'NORTH OF THE MAIN ENTRANCE TO THE OLD CONRAD PLANTATION, ON THE
 BJ1148'MISSISSIPPI RIVER LEVEE, 111 FEET WEST OF THE CENTER LINE OF THE
 BJ1148'HIGHWAY, 40 FEET EAST OF THE TOP OF THE LEVEE, 4 FEET EAST OF A
 BJ1148'CONCRETE WITNESS POST WITH USBM CAST IN POST, ABOUT 15 FEET ABOVE THE
 BJ1148'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BJ1148'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1148
 BJ1148                          STATION RECOVERY (1976)
 BJ1148
 BJ1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1000 ***********************************************************************
 BJ1000  DESIGNATION -  C 940
 BJ1000  PID         -  BJ1000
 BJ1000  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1000  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1000
 BJ1000                         *CURRENT SURVEY CONTROL
 BJ1000  ___________________________________________________________________
 BJ1000* NAD 83(1986)-  30 21 02.     (N)    091 13 47.     (W)     SCALED    
 BJ1000* NAVD 88     -        11.53   (+/-2cm)      37.8    (feet)  VERTCON   
 BJ1000  ___________________________________________________________________
 BJ1000  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1000
 BJ1000  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1000
 BJ1000.The horizontal coordinates were scaled from a topographic map and have
 BJ1000.an estimated accuracy of +/- 6 seconds.
 BJ1000
 BJ1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1000.The vertical order pertains to the NGVD 29 superseded value.
 BJ1000
 BJ1000.The geoid height was determined by GEOID03.
 BJ1000
 BJ1000;                    North         East    Units  Estimated Accuracy
 BJ1000;SPC LA S     -   205,130.    1,009,960.      MT  (+/- 180 meters Scaled)
 BJ1000
 BJ1000                          SUPERSEDED SURVEY CONTROL
 BJ1000
 BJ1000  NGVD 29 (??/??/??)   11.557  (m)           37.92   (f) ADJUSTED    1 1
 BJ1000
 BJ1000.Superseded values are not recommended for survey control.
 BJ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1000.See file dsdata.txt to determine how the superseded data were derived.
 BJ1000
 BJ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP701589(NAD 83)
 BJ1000_MARKER: DD = SURVEY DISK
 BJ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1000_STAMPING: C 940
 BJ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1000+STABILITY: SURFACE MOTION
 BJ1000
 BJ1000  HISTORY     - Date     Condition        Report By
 BJ1000  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1000  HISTORY     - 1964     GOOD             CGS
 BJ1000  HISTORY     - 1976     GOOD             NGS
 BJ1000  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1000
 BJ1000                          STATION DESCRIPTION
 BJ1000
 BJ1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1000'7.35 MI S FROM BATON ROUGE.
 BJ1000'ABOUT 7.35 MILES SOUTH ALONG THE RIVER ROAD AND STATE HIGHWAY 327 FROM
 BJ1000'THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, AT THE OUTSIDE
 BJ1000'OF A SHARP CURVE IN THE HIGHWAY AND THE MISSISSIPPI RIVER LEVEE, 135
 BJ1000'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTHEAST OF
 BJ1000'THE TOP OF LEVEE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 BJ1000'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 BJ1000'THE GROUND.
 BJ1000
 BJ1000                          STATION RECOVERY (1976)
 BJ1000
 BJ1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1000'6.9 MILE SOUTHEAST ALONG RIVER ROAD (STATE HIGHWAY 327) FROM THE
 BJ1000'INTERSTATE HIGHWAY 10 BRIDGE OVERPASS, IN THE OUTSIDE OF THE CENTER OF
 BJ1000'A CURVE, 137 FT SOUTHWEST OF THE CENTER LINE OF THE ROAD, 71 FT
 BJ1000'NORTHEAST OF THE CENTER LINE OF THE LEVEE, 270 FT SOUTHEAST OF LEVEE
 BJ1000'MARKER NUMBER 340.
 BJ1000
 BJ1000                          STATION RECOVERY (1986)
 BJ1000
 BJ1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1000'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1002 ***********************************************************************
 BJ1002  DESIGNATION -  C 944
 BJ1002  PID         -  BJ1002
 BJ1002  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1002  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1002
 BJ1002                         *CURRENT SURVEY CONTROL
 BJ1002  ___________________________________________________________________
 BJ1002* NAD 83(1986)-  30 21 07.     (N)    091 12 18.     (W)     SCALED    
 BJ1002* NAVD 88     -        12.66   (+/-2cm)      41.5    (feet)  VERTCON   
 BJ1002  ___________________________________________________________________
 BJ1002  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1002
 BJ1002  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1002
 BJ1002.The horizontal coordinates were scaled from a topographic map and have
 BJ1002.an estimated accuracy of +/- 6 seconds.
 BJ1002
 BJ1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1002.The vertical order pertains to the NGVD 29 superseded value.
 BJ1002
 BJ1002.The geoid height was determined by GEOID03.
 BJ1002
 BJ1002;                    North         East    Units  Estimated Accuracy
 BJ1002;SPC LA S     -   205,290.    1,012,340.      MT  (+/- 180 meters Scaled)
 BJ1002
 BJ1002                          SUPERSEDED SURVEY CONTROL
 BJ1002
 BJ1002  NGVD 29 (??/??/??)   12.691  (m)           41.64   (f) ADJUSTED    1 1
 BJ1002
 BJ1002.Superseded values are not recommended for survey control.
 BJ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1002.See file dsdata.txt to determine how the superseded data were derived.
 BJ1002
 BJ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP725591(NAD 83)
 BJ1002_MARKER: DD = SURVEY DISK
 BJ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1002_STAMPING: C 944 LAGS WPA
 BJ1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1002+STABILITY: SURFACE MOTION
 BJ1002
 BJ1002  HISTORY     - Date     Condition        Report By
 BJ1002  HISTORY     - UNK      MONUMENTED       LAGS
 BJ1002  HISTORY     - 1964     GOOD             CGS
 BJ1002  HISTORY     - 1976     GOOD             NGS
 BJ1002  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1002
 BJ1002                          STATION DESCRIPTION
 BJ1002
 BJ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1002'8.8 MI S FROM BATON ROUGE.
 BJ1002'ABOUT 8.8 MILES SOUTH ALONG STATE HIGHWAY 327 AND THE RIVER ROAD FROM
 BJ1002'THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, ABOUT 3.8 MILES
 BJ1002'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 30 AT BURTVILLE, ABOUT 0.15
 BJ1002'MILE EAST OF A CURVE IN THE LEVEE, ON THE TOP OF THE MISSISSIPPI RIVER
 BJ1002'LEVEE, 150 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTH
 BJ1002'OF THE TOP OF LEVEE, 96 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BJ1002'CATTLE BARN AND PEN, SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 BJ1002'INCH ABOVE THE LEVEL OF THE GROUND AND ABOUT 20 FEET ABOVE THE LEVEL
 BJ1002'OF THE HIGHWAY.
 BJ1002
 BJ1002                          STATION RECOVERY (1976)
 BJ1002
 BJ1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1002'8.4 MILE SOUTHEAST ALONG RIVER ROAD (STATE HIGHWAY 327) FROM THE
 BJ1002'INTERSTATE HIGHWAY 10 BRIGE OVERPASS, 0.15 MILE EAST OF A CURVE IN
 BJ1002'LEVEE, 155 FT SOUTH OF THE CENTER LINE OF THE ROAD, 51 FT NORTH OF THE
 BJ1002'CENTER LINE OF THE LEVEE, 35 FT SOUTHWEST OF THE SOUTHWEST FENCE
 BJ1002'CORNER OF A FENCE AROUND A SMALL BARN, 22.5 FT SOUTH OF A FENCE LINE
 BJ1002'THAT IS HALF WAY UP THE LEVEE, 352 FT EAST OF A FENCE LINE, NOTE BM
 BJ1002'MAY ALSO BE REACHED BY GOING 4.2 MILE NORTHWEST ALONG RIVER ROAD FROM
 BJ1002'ITS INTERSECTION WITH STATE HIGHWAY 30 AT BURTVILLE.
 BJ1002
 BJ1002                          STATION RECOVERY (1986)
 BJ1002
 BJ1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1002'NOT RECOVERED.  THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1273 ***********************************************************************
 BX1273  DESIGNATION -  C 97
 BX1273  PID         -  BX1273
 BX1273  STATE/COUNTY-  LA/NATCHITOCHES
 BX1273  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1273
 BX1273                         *CURRENT SURVEY CONTROL
 BX1273  ___________________________________________________________________
 BX1273* NAD 83(1986)-  31 31 01.     (N)    092 54 37.     (W)     SCALED    
 BX1273* NAVD 88     -        30.12   (+/-2cm)      98.8    (feet)  VERTCON   
 BX1273  ___________________________________________________________________
 BX1273  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX1273
 BX1273  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1273
 BX1273.The horizontal coordinates were scaled from a topographic map and have
 BX1273.an estimated accuracy of +/- 6 seconds.
 BX1273
 BX1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1273.The vertical order pertains to the NGVD 29 superseded value.
 BX1273
 BX1273.The geoid height was determined by GEOID03.
 BX1273
 BX1273;                    North         East    Units  Estimated Accuracy
 BX1273;SPC LA N     -   112,830.      961,030.      MT  (+/- 180 meters Scaled)
 BX1273
 BX1273                          SUPERSEDED SURVEY CONTROL
 BX1273
 BX1273  NGVD 29 (??/??/??)   30.152  (m)           98.92   (f) ADJUSTED    1 2
 BX1273
 BX1273.Superseded values are not recommended for survey control.
 BX1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1273.See file dsdata.txt to determine how the superseded data were derived.
 BX1273
 BX1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ085868(NAD 83)
 BX1273_MARKER: DB = BENCH MARK DISK
 BX1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1273_STAMPING: C-97 1938
 BX1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1273+STABILITY: SURFACE MOTION
 BX1273
 BX1273  HISTORY     - Date     Condition        Report By
 BX1273  HISTORY     - 1938     MONUMENTED       CGS
 BX1273  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1273  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1273
 BX1273                          STATION DESCRIPTION
 BX1273
 BX1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1273'2.5 MI E FROM DERRY.
 BX1273'11 FEET EAST OF M. POST NO. 226.  75 FEET SOUTH OF CENTER LINE OF THE
 BX1273'T. AND P. R. R. MAIN LINE.  AT COR. OF R. R. FENCE AND SIDE FENCE.
 BX1273
 BX1273                          STATION RECOVERY (1981)
 BX1273
 BX1273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1273'MARK NOT FOUND.
 BX1273
 BX1273                          STATION RECOVERY (2001)
 BX1273
 BX1273'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2517 ***********************************************************************
 CQ2517  DESIGNATION -  C 99
 CQ2517  PID         -  CQ2517
 CQ2517  STATE/COUNTY-  LA/NATCHITOCHES
 CQ2517  USGS QUAD   -  ASHLAND (1986)
 CQ2517
 CQ2517                         *CURRENT SURVEY CONTROL
 CQ2517  ___________________________________________________________________
 CQ2517* NAD 83(1986)-  32 10 07.     (N)    093 06 02.     (W)     SCALED    
 CQ2517* NAVD 88     -        66.71   (+/-2cm)     218.9    (feet)  VERTCON   
 CQ2517  ___________________________________________________________________
 CQ2517  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2517
 CQ2517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ2517
 CQ2517.The horizontal coordinates were scaled from a topographic map and have
 CQ2517.an estimated accuracy of +/- 6 seconds.
 CQ2517
 CQ2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2517.The vertical order pertains to the NGVD 29 superseded value.
 CQ2517
 CQ2517.The geoid height was determined by GEOID03.
 CQ2517
 CQ2517;                    North         East    Units  Estimated Accuracy
 CQ2517;SPC LA N     -   185,170.      943,360.      MT  (+/- 180 meters Scaled)
 CQ2517
 CQ2517                          SUPERSEDED SURVEY CONTROL
 CQ2517
 CQ2517  NGVD 29 (??/??/??)   66.765  (m)          219.04   (f) ADJUSTED    2 0
 CQ2517
 CQ2517.Superseded values are not recommended for survey control.
 CQ2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2517.See file dsdata.txt to determine how the superseded data were derived.
 CQ2517
 CQ2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR905591(NAD 83)
 CQ2517_MARKER: DB = BENCH MARK DISK
 CQ2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2517+STABILITY: SURFACE MOTION
 CQ2517
 CQ2517  HISTORY     - Date     Condition        Report By
 CQ2517  HISTORY     - 1938     MONUMENTED       CGS
 CQ2517  HISTORY     - 1938     GOOD             CGS
 CQ2517  HISTORY     - 1957     GOOD             CGS
 CQ2517
 CQ2517                          STATION DESCRIPTION
 CQ2517
 CQ2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2517'1.9 MI N FROM ASHLAND.
 CQ2517'0.35 MILE SOUTH MILE POST 112; AT MILEAGE POST 112 AND 11 POLES; 57
 CQ2517'YARDS SOUTH OF A DIM ROAD CROSSING OPPOSITE A HOUSE; 23 FEET WEST OF
 CQ2517'WEST RAIL; 5 FEET NORTH OF TELEGRAPH POLE NO. 2199 AND IN LINE WITH
 CQ2517'POLES.
 CQ2517
 CQ2517                          STATION RECOVERY (1957)
 CQ2517
 CQ2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 CQ2517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1712 ***********************************************************************
 BX1712  DESIGNATION -  CABIN RM 1
 BX1712  PID         -  BX1712
 BX1712  STATE/COUNTY-  LA/NATCHITOCHES
 BX1712  USGS QUAD   -  ROBELINE (1988)
 BX1712
 BX1712                         *CURRENT SURVEY CONTROL
 BX1712  ___________________________________________________________________
 BX1712* NAD 83(1986)-  31 43 59.     (N)    093 22 20.     (W)     SCALED    
 BX1712* NAVD 88     -        63.70   (+/-2cm)     209.0    (feet)  VERTCON   
 BX1712  ___________________________________________________________________
 BX1712  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1712
 BX1712  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1712
 BX1712.The horizontal coordinates were scaled from a topographic map and have
 BX1712.an estimated accuracy of +/- 6 seconds.
 BX1712
 BX1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1712.The vertical order pertains to the NGVD 29 superseded value.
 BX1712
 BX1712.The geoid height was determined by GEOID03.
 BX1712
 BX1712;                    North         East    Units  Estimated Accuracy
 BX1712;SPC LA N     -   137,050.      917,350.      MT  (+/- 180 meters Scaled)
 BX1712
 BX1712                          SUPERSEDED SURVEY CONTROL
 BX1712
 BX1712  NGVD 29 (??/??/??)   63.759  (m)          209.18   (f) ADJUSTED    1 2
 BX1712
 BX1712.Superseded values are not recommended for survey control.
 BX1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1712.See file dsdata.txt to determine how the superseded data were derived.
 BX1712
 BX1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR647109(NAD 83)
 BX1712_MARKER: DR = REFERENCE MARK DISK
 BX1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1712_STAMPING: CABIN NO 1 1919
 BX1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1712+STABILITY: SURFACE MOTION
 BX1712
 BX1712  HISTORY     - Date     Condition        Report By
 BX1712  HISTORY     - 1919     MONUMENTED       CGS
 BX1712  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1712
 BX1712                          STATION DESCRIPTION
 BX1712
 BX1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 BX1712'1.25 MI E FROM MARTHAVILLE.
 BX1712'ABOUT 1.5 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1712'STATION AT MARTHAVILLE, NATCHITOCHES PARISH, 19 FEET NORTHWEST OF THE
 BX1712'NINTH POLE SOUTHEAST OF MILEPOST 258, 101 FEET SOUTH OF TRIANGULATION
 BX1712'STATION CABIN, DESCRIBED BELOW, AND 38.2 FEET SOUTHWEST OF THE
 BX1712'SOUTHWEST RAIL.  A STANDARD REFERENCE-MARK DISK, STAMPED CABIN NO 1
 BX1712'1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1712
 BX1712                          STATION RECOVERY (2001)
 BX1712
 BX1712'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1714 ***********************************************************************
 BX1714  DESIGNATION -  CABIN RM 2
 BX1714  PID         -  BX1714
 BX1714  STATE/COUNTY-  LA/NATCHITOCHES
 BX1714  USGS QUAD   -  ROBELINE (1988)
 BX1714
 BX1714                         *CURRENT SURVEY CONTROL
 BX1714  ___________________________________________________________________
 BX1714* NAD 83(1986)-  31 44 02.     (N)    093 22 20.     (W)     SCALED    
 BX1714* NAVD 88     -        65.67   (+/-2cm)     215.5    (feet)  VERTCON   
 BX1714  ___________________________________________________________________
 BX1714  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1714
 BX1714  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1714
 BX1714.The horizontal coordinates were scaled from a topographic map and have
 BX1714.an estimated accuracy of +/- 6 seconds.
 BX1714
 BX1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1714.The vertical order pertains to the NGVD 29 superseded value.
 BX1714
 BX1714.The geoid height was determined by GEOID03.
 BX1714
 BX1714;                    North         East    Units  Estimated Accuracy
 BX1714;SPC LA N     -   137,140.      917,350.      MT  (+/- 180 meters Scaled)
 BX1714
 BX1714                          SUPERSEDED SURVEY CONTROL
 BX1714
 BX1714  NGVD 29 (??/??/??)   65.734  (m)          215.66   (f) ADJUSTED    1 2
 BX1714
 BX1714.Superseded values are not recommended for survey control.
 BX1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1714.See file dsdata.txt to determine how the superseded data were derived.
 BX1714
 BX1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR647110(NAD 83)
 BX1714_MARKER: DR = REFERENCE MARK DISK
 BX1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1714_STAMPING: CABIN NO 2 1919
 BX1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1714+STABILITY: SURFACE MOTION
 BX1714
 BX1714  HISTORY     - Date     Condition        Report By
 BX1714  HISTORY     - 1935     MONUMENTED       CGS
 BX1714  HISTORY     - 1943     GOOD             CGS
 BX1714  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX1714
 BX1714                          STATION DESCRIPTION
 BX1714
 BX1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1714'1.25 MI E FROM MARTHAVILLE.
 BX1714'ABOUT 1.5 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1714'STATION AT MARTHAVILLE, NATCHITOCHES PARISH, 80.2 FEET NORTH OF THE
 BX1714'EIGHTH POLE SOUTHEAST OF MILEPOST 258, 85 FEET WEST-NORTHWEST OF
 BX1714'TRIANGULATION STATION CABIN, DESCRIBED ABOVE, AND 37 FEET NORTHEAST OF
 BX1714'THE NORTHEAST RAIL.  A STANDARD REFERENCE-MARK DISK, STAMPED CABIN NO
 BX1714'2 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1714
 BX1714                          STATION RECOVERY (1943)
 BX1714
 BX1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BX1714'RECOVERED IN GOOD CONDITION.
 BX1714
 BX1714                          STATION RECOVERY (2001)
 BX1714
 BX1714'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1713 ***********************************************************************
 BX1713  DESIGNATION -  CABIN=J 12
 BX1713  PID         -  BX1713
 BX1713  STATE/COUNTY-  LA/NATCHITOCHES
 BX1713  USGS QUAD   -  ROBELINE (1988)
 BX1713
 BX1713                         *CURRENT SURVEY CONTROL
 BX1713  ___________________________________________________________________
 BX1713* NAD 83(1992)-  31 43 59.50581(N)    093 22 18.16184(W)     ADJUSTED  
 BX1713* NAVD 88     -        64.49   (+/-2cm)     211.6    (feet)  VERTCON   
 BX1713  ___________________________________________________________________
 BX1713  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BX1713  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1713
 BX1713  HORZ ORDER  -  FIRST
 BX1713  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1713
 BX1713.The horizontal coordinates were established by classical geodetic methods
 BX1713.and adjusted by the National Geodetic Survey in January 1993..
 BX1713
 BX1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1713.The vertical order pertains to the NGVD 29 superseded value.
 BX1713
 BX1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1713
 BX1713.The geoid height was determined by GEOID03.
 BX1713
 BX1713;                    North         East     Units Scale Factor Converg.
 BX1713;SPC LA N     -   137,062.706   917,399.109   MT  0.99991990   -0 27 39.1
 BX1713;SPC LA N     -   449,679.89  3,009,833.58   sFT  0.99991990   -0 27 39.1
 BX1713;UTM  15      - 3,510,923.187   464,788.451   MT  0.99961529   -0 11 43.8
 BX1713
 BX1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1713!SPC LA N     -   0.99999398  x   0.99991990  =   0.99991388
 BX1713!UTM  15      -   0.99999398  x   0.99961529  =   0.99960927
 BX1713
 BX1713:                Primary Azimuth Mark                     Grid Az
 BX1713:SPC LA N     -  ALLEN 2 RM 5                             034 46 22.2
 BX1713:UTM  15      -  ALLEN 2 RM 5                             034 30 26.9
 BX1713
 BX1713|---------------------------------------------------------------------|
 BX1713| PID    Reference Object                     Distance      Geod. Az  |
 BX1713|                                                           dddmmss.s |
 BX1713| BX2418 ALLEN 2 RM 5                        APPROX.13.8 KM 0341843.1 |
 BX1713| CV8184 CABIN RM 3                           26.773 METERS 09318     |
 BX1713| BX2832 HAGEWOOD USE RADIO RELAY MAST       APPROX.12.4 KM 1100639.9 |
 BX1713| BX2837 ROBELINE KCS MICROWAVE KDV 582      APPROX.12.3 KM 1111832.8 |
 BX1713| BX2841 BIG HILL LOT                        APPROX.12.0 KM 1131140.0 |
 BX1713| BX2838 ROBELINE L F C RAD KKN 709          APPROX.12.1 KM 1131259.0 |
 BX1713| BX2842 ROBELINE ATT MICROWAVE KJN 84       APPROX.12.6 KM 1320233.4 |
 BX1713| CV8183 CABIN RM                             30.835 METERS 16844     |
 BX1713| CV8185 CABIN RM 4                          123.670 METERS 29206     |
 BX1713| BX1714 CABIN RM 2                           25.966 METERS 30429     |
 BX1713|---------------------------------------------------------------------|
 BX1713
 BX1713                          SUPERSEDED SURVEY CONTROL
 BX1713
 BX1713  NAD 83(1986)-  31 43 59.51899(N)    093 22 18.15544(W) AD(       ) 1
 BX1713  NAD 27      -  31 43 58.91700(N)    093 22 17.53000(W) AD(       ) 1
 BX1713  NGVD 29 (??/??/??)   64.558  (m)          211.80   (f) ADJUSTED    1 2
 BX1713
 BX1713.Superseded values are not recommended for survey control.
 BX1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1713.See file dsdata.txt to determine how the superseded data were derived.
 BX1713
 BX1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR6478810923(NAD 83)
 BX1713_MARKER: DS = TRIANGULATION STATION DISK
 BX1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1713_STAMPING: 211.758 CABIN J 12 1919
 BX1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1713+STABILITY: SURFACE MOTION
 BX1713
 BX1713  HISTORY     - Date     Condition        Report By
 BX1713  HISTORY     - 1919     MONUMENTED       CGS
 BX1713  HISTORY     - 1919     GOOD             CGS
 BX1713  HISTORY     - 1935     GOOD             CGS
 BX1713  HISTORY     - 1943     GOOD             USE
 BX1713  HISTORY     - 1950     GOOD             CGS
 BX1713  HISTORY     - 1957     GOOD             USGS
 BX1713  HISTORY     - 1971     GOOD             NGS
 BX1713  HISTORY     - 20010923 GOOD             USPSQD
 BX1713
 BX1713                          STATION DESCRIPTION
 BX1713
 BX1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1713'ABOUT 1-1/4 MILES E OF MARTHAVILLE, ABOUT 200 METERS (656 FEET)
 BX1713'W OF TEXAS AND PACIFIC RAILWAY TRESTLE NO. 257.6, AND 10.4
 BX1713'METERS (34 FEET) N OF CENTER OF TRACKS, ON EXTENSION OF S RAIL
 BX1713'FROM E.
 BX1713'
 BX1713'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BX1713'IN THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.
 BX1713'
 BX1713'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING AT THE
 BX1713'CENTER OF ITS UPPER SURFACE AN IRON NAIL WITH THE POINT
 BX1713'PROJECTING ABOVE THE CONCRETE.
 BX1713'
 BX1713'REFERENCE MARK IS 30.835 METERS (101.16 FEET) FROM STATION
 BX1713'S 12 DEG 16 MIN E.
 BX1713
 BX1713                          STATION RECOVERY (1919)
 BX1713
 BX1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1713'1.25 MI E FROM MARTHAVILLE.
 BX1713'ABOUT 1.5 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1713'STATION AT MARTHAVILLE, NATCHITOCHES PARISH, 112 FEET NORTH OF THE
 BX1713'NINTH POLE SOUTHEAST OF MILEPOST 258, ABOUT 4-1/2 POLES NORTHWEST OF
 BX1713'TRESTLE 257.6, ABOUT 406 FEET SOUTHEAST OF A CATTLE GUARD AT A ROAD
 BX1713'CROSSING, ON THE PROLONGATION OF THE SOUTHWEST RAIL OF THE SOUTHEAST
 BX1713'TANGENT, AND 31 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 BX1713'TRIANGULATION-STATION DISK, STAMPED 211.758 CABIN J 12 1919 AND SET IN
 BX1713'THE TOP OF A CONCRETE POST.
 BX1713
 BX1713                          STATION RECOVERY (1935)
 BX1713
 BX1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1713'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND ARE IN
 BX1713'GOOD CONDITION.
 BX1713'
 BX1713'ABOUT 1-1/4 MILES E OF MARTHAVILLE, ABOUT 200 METERS (656 FEET)
 BX1713'W OF RAILROAD TRESTLE NO. 257.6, 10.4 METERS (34 FEET) N OF
 BX1713'CENTER OF TEXAS AND PACIFIC RAILROAD TRACKS ON EXTENSION OF
 BX1713'S RAIL FROM E, 8-1/2 TELEGRAPH POLES E OF MILEPOST 258, 4-1/2
 BX1713'TELEGRAPH POLES W OF RAILROAD TRESTLE 257.6.  STATION IS ALSO
 BX1713'31.0 FEET N OF N RAIL, 93.4 FEET NE OF 8TH TELEGRAPH POLE E
 BX1713'OF MILEPOST NO. 258, 112.3 FEET NW OF 9TH TELEGRAPH POLE E OF
 BX1713'MILEPOST NO. 258.  MARK IS STAMPED CABIN 1919.
 BX1713'
 BX1713'REFERENCE MARK NO. 1 (1919) IS 38.2 FEET S OF S RAIL, 19.0 FEET
 BX1713'W OF 9TH TELEGRAPH POLE E OF MILEPOST NO. 258, 30.835 METERS
 BX1713'(101.16 FEET) FROM STATION S 12 DEG 16 MIN E.  MARK IS
 BX1713'STAMPED CABIN 1919.
 BX1713'
 BX1713'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BX1713'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 37.0 FEET N OF N
 BX1713'RAIL, 80.2 FEET N OF 9TH TELEGRAPH POLE E OF MILEPOST NO. 258,
 BX1713'170 YARDS E OF ROAD CROSSING, 25.97 METERS (85.19 FEET) FROM
 BX1713'STATION N 55 DEG 31 MIN 22 SEC W.
 BX1713'
 BX1713'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 52.505 METERS
 BX1713'(172.25 FEET) S 32 DEG 30 MIN 15 SEC E.
 BX1713'
 BX1713'TO REACH STATION, GO E FROM MARTHAVILLE ABOUT 1-1/4 MILES ON
 BX1713'GRAVEL HIGHWAY, TO ROAD JUNCTION, STORE AND FILLING STATION,
 BX1713'THEN TAKE DIRT ROAD S AND GO TO RAILROAD AND STATION ABOUT
 BX1713'190 YARDS E.
 BX1713
 BX1713                          STATION RECOVERY (1943)
 BX1713
 BX1713'RECOVERY NOTE BY US ENGINEERS 1943
 BX1713'THE STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED IN
 BX1713'GOOD CONDITION AS DESCRIBED.
 BX1713
 BX1713                          STATION RECOVERY (1950)
 BX1713
 BX1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX1713'STATION RECOVERED AS DESCRIBED IN 1935, IN GOOD CONDITION.
 BX1713'IT IS ON THE N SIDE OF THE RAILROAD NE OF THE THIRD TELEGRAPH
 BX1713'POLE E OF ROAD CROSSING TRACKS.  REFERENCE MARKS WERE IN GOOD
 BX1713'CONDITION.  REFERENCE MARK 1 IS AT THE NINTH POLE E OF MILEPOST
 BX1713'258.  REFERENCE MARK 2 IS N OF THE EIGHTH TELEGRAPH POLE W OF
 BX1713'MILEPOST 258 AND ON THE N SIDE OF THE TRACKS.  THIS IS A
 BX1713'TRAVERSE STATION.
 BX1713
 BX1713                          STATION RECOVERY (1957)
 BX1713
 BX1713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX1713'MONUMENT IS CRACKED BUT PROBABLY STILL USABLE.
 BX1713
 BX1713                          STATION RECOVERY (1971)
 BX1713
 BX1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX1713'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 BX1713'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BX1713'
 BX1713'STATION AND REFERENCE MARK 2 WERE RECOVERED.  A PART OF THE
 BX1713'SURFACE STATION MARK WAS BROKEN AWAY, THE DISK BEING FIRM IN
 BX1713'THE MONUMENT AND THE MONUMENT BEING FIRM IN THE GROUND THE
 BX1713'MONUMENT WAS REPARIED AND LEFT AS IS.
 BX1713'
 BX1713'REFERENCE MARK 1, WAS FOUND WITH THE TOP BROKEN OFF AND THE
 BX1713'DISK MISSING.  A REFERENCE MARK 3, WAS ESTABLISHED.
 BX1713'
 BX1713'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK, A
 BX1713'LONG DISTANCE REFERENCE MARK 4, WAS ESTABLISHED.
 BX1713'
 BX1713'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BX1713'
 BX1713'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF PLEASANT
 BX1713'HILL, 4-1/2 MILES NORTHWEST OF ROBELINE AND 1-1/2 MILES
 BX1713'EAST-SOUTHEAST OF MARTHAVILLE AND IS ON THE RIGHT-OF-WAY OF AN
 BX1713'ABANDONED RAILROAD.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 26,
 BX1713'T 9 N, R 10 W.  THE LAND IS OWNED BY MR. A.A. SETTLE ROBLINE,
 BX1713'LOUISIANA 71469.
 BX1713'
 BX1713'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 120 AND 478 IN
 BX1713'MARTHAVILLE, (THIS IS ABOUT 0.25 MILE NORTHWEST OF THE
 BX1713'MARTHAVILLE, POST OFFICE).  GO EAST ON HIGHWAY 120 FOR 1.0 MILE
 BX1713'TO CROSSROADS, TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO A
 BX1713'METAL GATE ON THE LEFT, TURN LEFT PASSING THROUGH GATE (REFERENCE
 BX1713'MARK 4, ON THE RIGHT, SOUTH SIDE OF ROAD).  GO EASTERLY ON
 BX1713'OLD GRADE OF RAIL ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT,
 BX1713'NORTH SIDE OF ROAD, ON TOP OF CUT BANK.
 BX1713'
 BX1713'STATION MARKS ARE STANDARD DISKS, THE SURFACE DISK IS STAMPED
 BX1713'CABIN 1919 J 12 211.758.  THE SURFACE DISK IS SET IN THE
 BX1713'TOP OF A 12X12 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BX1713'THE GROUND SURFACE.  IT IS 40 FEET SOUTHWEST OF A 6 INCH PINE
 BX1713'TREE, 33 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, 21
 BX1713'FEET NORTH OF A 6 INCH PINE TREE AND 21 FEET NORTHWEST OF
 BX1713'A 6 INCH PINE TREE.  IT IS ASSUMED THE UNDERGROUND MARK IS SET
 BX1713'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 BX1713'THE GROUND SURFACE.  THE DISK BEING STAMPED CABIN 1919.
 BX1713'
 BX1713'REFERENCE MARK 2, A STANDARD DISK STAMPED CABIN R.M. 2 1919, IS
 BX1713'SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS
 BX1713'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET NORTHEAST
 BX1713'OF THE CENTER OF A TRACK ROAD, 34.5 FEET SOUTH-SOUTHWEST OF A 6
 BX1713'INCH PINE TREE, 9.5 FEET WEST-NORTHWEST OF A 6 INCH PINE TREE AND
 BX1713'2.2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BX1713'
 BX1713'REFERENCE MARK 3, A STANDARD DISK STAMPED DISK STAMPED CABIN
 BX1713'NO 3 1919 1971, IS SET IN THE TO OF A 12 INCH CYLINDRICAL
 BX1713'CONCRETE MONUMENT THAT PROJECTS 10 INCHES ABOVE THE GROUND
 BX1713'SURFACE.  IT IS 23.5 FEET NORTHEAST OF A 6 INCH PINE TREE,
 BX1713'18 FEET NORTH OF A 6 INCH PINE TREE, 1.7 FEET NORTHWEST OF
 BX1713'METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT SOUTHWEST
 BX1713'OF A FENCE.
 BX1713'
 BX1713'REFERENCE MARK 4, A STANDARD DISK STAMPED CABIN NO 4 1919 1971,
 BX1713'IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BX1713'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET
 BX1713'EAST OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 23 FEET
 BX1713'SOUTH-SOUTHWEST OF THE CENTER OF METAL GATE, 6 FEET
 BX1713'NORTH-NORTHEAST OF A POWERLINE POLE AND 2.6 FEET NORTH OF METAL
 BX1713'WITNESS POST WITH SIGN ATTACHED.
 BX1713'
 BX1713'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 BX1713'EAST-SOUTHEAST OF MARTHAVILLE
 BX1713'
 BX1713'HEIGHT OF LIGHT ABOVE STATION MARK 126.3 FEET.
 BX1713
 BX1713                          STATION RECOVERY (2001)
 BX1713
 BX1713'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0768 ***********************************************************************
 AV0768  DESIGNATION -  CADY
 AV0768  PID         -  AV0768
 AV0768  STATE/COUNTY-  LA/CAMERON
 AV0768  USGS QUAD   -  LAKE MISERE (1980)
 AV0768
 AV0768                         *CURRENT SURVEY CONTROL
 AV0768  ___________________________________________________________________
 AV0768* NAD 83(1992)-  29 56 48.86958(N)    092 53 15.33388(W)     ADJUSTED  
 AV0768* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0768  **This station is located in a subsidence area (see below).
 AV0768  ___________________________________________________________________
 AV0768  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AV0768  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AV0768
 AV0768  HORZ ORDER  -  THIRD
 AV0768
 AV0768.The horizontal coordinates were established by classical geodetic methods
 AV0768.and adjusted by the National Geodetic Survey in January 1993..
 AV0768
 AV0768 ** The orthometric height has not been validated since last determined
 AV0768 ** by differential leveling and should not be used for control purposes.
 AV0768 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0768 ** area with valid NAVD 88 orthometric heights.
 AV0768 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0768 ** epoch indicated which incorporates improved geoid heights for the
 AV0768 ** Southern Louisiana Subsidence area.
 AV0768 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0768.The orthometric height was scaled from a topographic map.
 AV0768
 AV0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0768
 AV0768.The geoid height was determined by GEOID03.
 AV0768
 AV0768;                    North         East     Units Scale Factor Converg.
 AV0768;SPC LA S     -   161,399.016   849,971.205   MT  0.99992619   -0 46 37.7
 AV0768;SPC LA S     -   529,523.27  2,788,613.86   sFT  0.99992619   -0 46 37.7
 AV0768;UTM  15      - 3,312,907.688   510,847.189   MT  0.99960145   +0 03 22.0
 AV0768
 AV0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0768!SPC LA S     -   1.00000390  x   0.99992619  =   0.99993009
 AV0768!UTM  15      -   1.00000390  x   0.99960145  =   0.99960535
 AV0768
 AV0768:                Primary Azimuth Mark                     Grid Az
 AV0768:SPC LA S     -  BELLE                                    325 10 58.2
 AV0768:UTM  15      -  BELLE                                    324 20 58.5
 AV0768
 AV0768|---------------------------------------------------------------------|
 AV0768| PID    Reference Object                     Distance      Geod. Az  |
 AV0768|                                                           dddmmss.s |
 AV0768| BK2935 BELLE                               APPROX.12.5 KM 3242420.5 |
 AV0768| CV8773 CADY RM                              42.276 METERS 34654     |
 AV0768|---------------------------------------------------------------------|
 AV0768
 AV0768                          SUPERSEDED SURVEY CONTROL
 AV0768
 AV0768  NAD 83(1986)-  29 56 48.89251(N)    092 53 15.31938(W) AD(       ) 3
 AV0768  NAD 27      -  29 56 48.14000(N)    092 53 14.77000(W) AD(       ) 3
 AV0768
 AV0768.Superseded values are not recommended for survey control.
 AV0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0768.See file dsdata.txt to determine how the superseded data were derived.
 AV0768
 AV0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1084712908(NAD 83)
 AV0768_MARKER: DS = TRIANGULATION STATION DISK
 AV0768_SETTING: 0 = UNSPECIFIED SETTING
 AV0768
 AV0768  HISTORY     - Date     Condition        Report By
 AV0768  HISTORY     - 1933     MONUMENTED       CGS
 AV0768  HISTORY     - 1947     GOOD             CGS
 AV0768  HISTORY     - 1961     POOR             CGS
 AV0768  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0768
 AV0768                          STATION DESCRIPTION
 AV0768
 AV0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JML)
 AV0768'THIS STATION IS LOCATED ON THE N SIDE OF THE INTRACOASTAL CANAL,
 AV0768'ABOUT 5-1/2 MILES W OF THE MERMENTAU RIVER AND ON THE E SIDE
 AV0768'OF A SMALL CUT, KNOWN AS CADYS CUT, RUNNING A SHORT DISTANCE
 AV0768'N FROM THE CANAL.  IT IS LOCATED ON THE SPOIL BANK OF THE CUT
 AV0768'AND IS 14 METERS N OF THE N EDGE OF THE CANAL, AND 3.6 METERS
 AV0768'E OF THE E EDGE OF THE CUT.
 AV0768'
 AV0768'STATION AND REFERENCE MARKS ARE BOTH SQUARE CONCRETE MONUMENTS
 AV0768'WITH STANDARD U.S.G.S. DISKS, EXTENDING ABOUT 8 INCHES ABOVE THE
 AV0768'SURFACE OF THE GROUND.  STATION IS STAMPED CADY 1933.  THE
 AV0768'REFERENCE MARK IS TO THE N OF THE STATION ON THE SPOIL BANK OF
 AV0768'THE CUT.  IT IS DISTANT 42.14 METERS 325 DEG 45 MIN MAGNETIC FROM
 AV0768'THE STATION.
 AV0768'
 AV0768'NOTE--STATION RECOVERED AND REDESCRIBED IN 1934 BY U.S. COAST
 AV0768'AND GEODETIC SURVEY, THOS. B. REED, CHIEF OF PARTY.
 AV0768
 AV0768                          STATION RECOVERY (1947)
 AV0768
 AV0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0768'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK
 AV0768'AND REFERENCE MARK RECOVERED IN GOOD CONDITION.
 AV0768
 AV0768                          STATION RECOVERY (1961)
 AV0768
 AV0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BGC)
 AV0768'STATION MARK WAS FOUND DISTURBED, LEANING AT EDGE OF INTRACOASTAL
 AV0768'CANAL BANK.  IT WAS BRACED AND STRAIGHTENED TO VERTCIAL POSITION.
 AV0768'A 14-FOOT WOODEN TOWER CONSTRUCTED.  REFERENCE MONUMENT HAS
 AV0768'BEEN DUG OUT OF ORIGINAL POSITION.
 AV0768
 AV0768                          STATION RECOVERY (1966)
 AV0768
 AV0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0768'THE STATION WAS SEARCHED FOR 3/31/66 AND NO TRACE OF THE
 AV0768'STATION WAS FOUND.  THE MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1347 ***********************************************************************
 AT1347  DESIGNATION -  CAERNARVON 1873
 AT1347  PID         -  AT1347
 AT1347  STATE/COUNTY-  LA/PLAQUEMINES
 AT1347  USGS QUAD   -  BELLE CHASSE (1994)
 AT1347
 AT1347                         *CURRENT SURVEY CONTROL
 AT1347  ___________________________________________________________________
 AT1347* NAD 83(1992)-  29 51 51.73382(N)    089 55 17.07736(W)     ADJUSTED  
 AT1347* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1347  **This station is located in a subsidence area (see below).
 AT1347  ___________________________________________________________________
 AT1347  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AT1347  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AT1347
 AT1347  HORZ ORDER  -  THIRD
 AT1347
 AT1347.The horizontal coordinates were established by classical geodetic methods
 AT1347.and adjusted by the National Geodetic Survey in May 1994..
 AT1347
 AT1347 ** The orthometric height has not been validated since last determined
 AT1347 ** by differential leveling and should not be used for control purposes.
 AT1347 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1347 ** area with valid NAVD 88 orthometric heights.
 AT1347 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1347 ** epoch indicated which incorporates improved geoid heights for the
 AT1347 ** Southern Louisiana Subsidence area.
 AT1347 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1347.The orthometric height was scaled from a topographic map.
 AT1347
 AT1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1347
 AT1347.The geoid height was determined by GEOID03.
 AT1347
 AT1347;                    North         East     Units Scale Factor Converg.
 AT1347;SPC LA S     -   152,073.175 1,136,402.866   MT  0.99992857   +0 42 21.5
 AT1347;SPC LA S     -   498,926.74  3,728,348.40   sFT  0.99992857   +0 42 21.5
 AT1347;UTM  16      - 3,307,341.185   217,792.287   MT  1.00058274   -1 27 20.4
 AT1347;UTM  15      - 3,307,737.612   797,398.428   MT  1.00069140   +1 32 02.8
 AT1347
 AT1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1347!SPC LA S     -   1.00000406  x   0.99992857  =   0.99993263
 AT1347!UTM  16      -   1.00000406  x   1.00058274  =   1.00058680
 AT1347!UTM  15      -   1.00000406  x   1.00069140  =   1.00069546
 AT1347
 AT1347:                Primary Azimuth Mark                     Grid Az
 AT1347:SPC LA S     -  217/1 MRC=DUCROS                         357 13 40.4
 AT1347:UTM  16      -  217/1 MRC=DUCROS                         359 23 22.3
 AT1347:UTM  15      -  217/1 MRC=DUCROS                         356 23 59.1
 AT1347
 AT1347|---------------------------------------------------------------------|
 AT1347| PID    Reference Object                     Distance      Geod. Az  |
 AT1347|                                                           dddmmss.s |
 AT1347| AT0308 217/1 MRC=DUCROS                    APPROX. 7.8 KM 3575601.9 |
 AT1347|---------------------------------------------------------------------|
 AT1347
 AT1347                          SUPERSEDED SURVEY CONTROL
 AT1347
 AT1347  NAD 83(1992)-  29 51 51.73872(N)    089 55 17.06127(W) AD(       ) 3
 AT1347  NAD 83(1986)-  29 51 51.73873(N)    089 55 17.06146(W) AD(       ) 3
 AT1347  NAD 27      -  29 51 51.14000(N)    089 55 15.49900(W) AD(       ) 3
 AT1347
 AT1347.Superseded values are not recommended for survey control.
 AT1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1347.See file dsdata.txt to determine how the superseded data were derived.
 AT1347
 AT1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1779207341(NAD 83)
 AT1347_MARKER: Z = SEE DESCRIPTION
 AT1347_SETTING: 0 = UNSPECIFIED SETTING
 AT1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1347
 AT1347  HISTORY     - Date     Condition        Report By
 AT1347  HISTORY     - 1873     MONUMENTED       CGS
 AT1347
 AT1347                          STATION DESCRIPTION
 AT1347
 AT1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (CHB)
 AT1347'ON THE
 AT1347'EASTERN BANK OF
 AT1347'THE MISSISSIPPI RIVER, AT ABOUT THE CENTER OF
 AT1347'ENGLISH TURN, ABOUT 1-1/2 MILES
 AT1347'ABOVE THE RESIDENCE AT ORANGE
 AT1347'GROVE.  STATION IS THE SUGARHOUSE CHIMNEY AT THE
 AT1347'PLACE KNOWN AS
 AT1347'CAERNARVON WHICH IS OWNED BY THE FASNCAHT BROTHERS.  THE CHIMNEY
 AT1347'IS 75 FEET HIGH
 AT1347'AND THE STATION IS THE INTERSECTION OF INSIDE
 AT1347'DIAGONALS.  THE STATION IS MARKED
 AT1347'ON THE PLATFORM WITH A COPPER TACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1182 ***********************************************************************
 AT1182  DESIGNATION -  CAIL 1955
 AT1182  PID         -  AT1182
 AT1182  STATE/COUNTY-  LA/PLAQUEMINES
 AT1182  USGS QUAD   -  BAY BATISTE (1993)
 AT1182
 AT1182                         *CURRENT SURVEY CONTROL
 AT1182  ___________________________________________________________________
 AT1182* NAD 83(1992)-  29 23 47.43613(N)    089 50 03.33475(W)     ADJUSTED  
 AT1182* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1182  **This station is located in a subsidence area (see below).
 AT1182  ___________________________________________________________________
 AT1182  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AT1182  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AT1182
 AT1182  HORZ ORDER  -  THIRD
 AT1182
 AT1182.The horizontal coordinates were established by classical geodetic methods
 AT1182.and adjusted by the National Geodetic Survey in January 1993..
 AT1182
 AT1182 ** The orthometric height has not been validated since last determined
 AT1182 ** by differential leveling and should not be used for control purposes.
 AT1182 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1182 ** area with valid NAVD 88 orthometric heights.
 AT1182 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1182 ** epoch indicated which incorporates improved geoid heights for the
 AT1182 ** Southern Louisiana Subsidence area.
 AT1182 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1182.The orthometric height was scaled from a topographic map.
 AT1182
 AT1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1182
 AT1182.The geoid height was determined by GEOID03.
 AT1182
 AT1182;                    North         East     Units Scale Factor Converg.
 AT1182;SPC LA S     -   100,326.612 1,145,500.242   MT  0.99998097   +0 44 58.4
 AT1182;SPC LA S     -   329,154.89  3,758,195.38   sFT  0.99998097   +0 44 58.4
 AT1182;UTM  16      - 3,255,257.870   224,944.894   MT  1.00053363   -1 23 31.5
 AT1182
 AT1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1182!SPC LA S     -   1.00000382  x   0.99998097  =   0.99998479
 AT1182!UTM  16      -   1.00000382  x   1.00053363  =   1.00053745
 AT1182
 AT1182                          SUPERSEDED SURVEY CONTROL
 AT1182
 AT1182  NAD 83(1986)-  29 23 47.44766(N)    089 50 03.34230(W) AD(       ) 3
 AT1182  NAD 27      -  29 23 46.66000(N)    089 50 03.08500(W) AD(       ) 3
 AT1182
 AT1182.Superseded values are not recommended for survey control.
 AT1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1182.See file dsdata.txt to determine how the superseded data were derived.
 AT1182
 AT1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2494555258(NAD 83)
 AT1182_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT1182_SETTING: 0 = UNSPECIFIED SETTING
 AT1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1182
 AT1182  HISTORY     - Date     Condition        Report By
 AT1182  HISTORY     - 1955     MONUMENTED       CGS
 AT1182
 AT1182                          STATION DESCRIPTION
 AT1182
 AT1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1182'ABOUT 10 MILES SOUTHWEST OF PORT SULPHUR, ABOUT 15 MILES NORTHEAST OF
 AT1182'GRAND ISLE, AND ABOUT 3.6
 AT1182'MILES WEST NORTHWEST OF THE GRAND ECAILLE WORKS OF THE FREEPORT
 AT1182'SULPHUR COMPANY, ON THE SOUTHWEST
 AT1182'END OF A POINT ON THE NORTH SIDE OF THE CHANNEL BETWEEN LAKE
 AT1182'GRAND ECAILLE AND BARATARIA BAY, ABOUT 1250
 AT1182'FEET NORTH OF THE EXTREME SOUTHWEST TIP OF
 AT1182'THE POINT, ABOUT 200 FEET NORTHEAST FROM THE MEAN HIGH WATER
 AT1182'LINE ALONG THE WEST SIDE OF THE
 AT1182'POINT, ABOUT 250 FEET INSHORE ALONG A SMALL BAYOU ABOUT 30 FEET WIDE,
 AT1182'IN THE POINT OF LAND FORMED IN
 AT1182'THE FIRST PROMINENT FORK IN THE BAYOU, ABOUT 36 FEET NORTH
 AT1182'OF THE EAST-WEST FORK OF THE BAYOU, AND
 AT1182'ABOUT 26 FEET EAST OF THE NORTH-SOUTH FORK, A
 AT1182'STANDARD TOPOGRAPHIC DISK STAMPED CAIL 1955 SET IN THE TOP
 AT1182'OF AN 8-FOOT LENGTH OF 4-INCH
 AT1182'FIBER SOIL PIPE, PROJECTING ABOUT 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3193 ***********************************************************************
 AU3193  DESIGNATION -  CAIRE
 AU3193  PID         -  AU3193
 AU3193  STATE/COUNTY-  LA/ST JAMES
 AU3193  USGS QUAD   -  LAGAN (1989)
 AU3193
 AU3193                         *CURRENT SURVEY CONTROL
 AU3193  ___________________________________________________________________
 AU3193* NAD 83(1992)-  29 59 23.77148(N)    090 50 00.62413(W)     ADJUSTED  
 AU3193* NAVD 88     -         7.5  **(meters)      25.   **(feet)  VERTCON   
 AU3193  **This station is located in a subsidence area (see below).
 AU3193  ___________________________________________________________________
 AU3193  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AU3193  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AU3193
 AU3193  HORZ ORDER  -  FIRST
 AU3193
 AU3193.The horizontal coordinates were established by classical geodetic methods
 AU3193.and adjusted by the National Geodetic Survey in January 1993..
 AU3193
 AU3193 ** The orthometric height has not been validated since last determined
 AU3193 ** by differential leveling and should not be used for control purposes.
 AU3193 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3193 ** area with valid NAVD 88 orthometric heights.
 AU3193 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3193 ** epoch indicated which incorporates improved geoid heights for the
 AU3193 ** Southern Louisiana Subsidence area.
 AU3193 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3193.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3193
 AU3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3193
 AU3193.The geoid height was determined by GEOID03.
 AU3193
 AU3193;                    North         East     Units Scale Factor Converg.
 AU3193;SPC LA S     -   165,256.118 1,048,227.544   MT  0.99992576   +0 14 59.7
 AU3193;SPC LA S     -   542,177.78  3,439,059.87   sFT  0.99992576   +0 14 59.7
 AU3193;UTM  15      - 3,319,645.927   708,999.445   MT  1.00013895   +1 04 59.9
 AU3193
 AU3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3193!SPC LA S     -   1.00000295  x   0.99992576  =   0.99992871
 AU3193!UTM  15      -   1.00000295  x   1.00013895  =   1.00014190
 AU3193
 AU3193|---------------------------------------------------------------------|
 AU3193| PID    Reference Object                     Distance      Geod. Az  |
 AU3193|                                                           dddmmss.s |
 AU3193| DD6422 CAIRE RM 1                           27.482 METERS 05928     |
 AU3193| DD6423 CAIRE RM 2                           26.614 METERS 32725     |
 AU3193| DD6424 CAIRE RM 3                                         3352921.1 |
 AU3193|---------------------------------------------------------------------|
 AU3193
 AU3193                          SUPERSEDED SURVEY CONTROL
 AU3193
 AU3193  NAD 83(1986)-  29 59 23.78956(N)    090 50 00.62575(W) AD(       ) 1
 AU3193  NAD 27      -  29 59 23.05996(N)    090 50 00.28735(W) AD(       ) 1
 AU3193  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 AU3193
 AU3193.Superseded values are not recommended for survey control.
 AU3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3193.See file dsdata.txt to determine how the superseded data were derived.
 AU3193
 AU3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0899919646(NAD 83)
 AU3193_MARKER: DS = TRIANGULATION STATION DISK
 AU3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3193
 AU3193  HISTORY     - Date     Condition        Report By
 AU3193  HISTORY     - 1973     MONUMENTED       NGS
 AU3193
 AU3193                          STATION DESCRIPTION
 AU3193
 AU3193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3193'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH OF CHACKBAY, 8 MILES
 AU3193'SOUTHEAST OF THE SUNSHINE BRIDGE AND ON PROPERTY OWNED BY THE
 AU3193'LAFOURCHE BASIN LEVEE DISTRICT.
 AU3193'
 AU3193'TO REACH THE STATION FROM THE POST OFFICE IN ST. JAMES GO NORTH ON
 AU3193'STATE HIGHWAY 18 FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 AU3193'GO NORTH ON SHELL ROAD FOR 0.05 MILE TO TOP OF LEVEE AND STATION ON
 AU3193'THE RIGHT.  TO REACH REFERENCE MARK 3 CONTINUE NORTH ON TOP OF
 AU3193'LEVEE FOR 0.4 MILE TO THE MARK IN THE CENTER OF ROAD.
 AU3193'
 AU3193'THE STATION MARK IS A STANDARD DISK STAMPED CAIRE 1972, SET IN THE
 AU3193'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AU3193'GROUND.  IT IS 92 FEET WEST OF A METAL WITNESS POST WITH SIGN
 AU3193'ATTACHED, 89 FEET SOUTH-SOUTHWEST OF A 15 INCH TREE AND 51 FEET
 AU3193'NORTH-NORTHWEST OF A 14 INCH TREE.
 AU3193'
 AU3193'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAIRE NO 1 1972, SET IN
 AU3193'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AU3193'GROUND.  IT IS 64 FEET NORTH-NORTHEAST OF THE 14 INCH TREE AND 1.5
 AU3193'FEET WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 AU3193'
 AU3193'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAIRE NO 2 1972, SET IN
 AU3193'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THATS 1 INCH BELOW THE
 AU3193'GROUND.  IT IS 79 FEET WEST OF THE 15 INCH TREE AND 129 FEET EAST
 AU3193'OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 AU3193'
 AU3193'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CAIRE 1972, SET IN THE
 AU3193'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE
 AU3193'GROUND.  IT IS 171 FEET NORTH OF MILE POST 950 AND IN THE MIDDLE
 AU3193'OF THE LEVEE ROAD.
 AU3193'
 AU3193'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3283 ***********************************************************************
 BK3283  DESIGNATION -  CALCAM
 BK3283  PID         -  BK3283
 BK3283  STATE/COUNTY-  LA/CALCASIEU
 BK3283  USGS QUAD   -  WESTLAKE (1996)
 BK3283
 BK3283                         *CURRENT SURVEY CONTROL
 BK3283  ___________________________________________________________________
 BK3283* NAD 83(1992)-  30 14 57.74204(N)    093 22 09.44618(W)     ADJUSTED  
 BK3283* NAVD 88     -         4.6  **(meters)      15.   **(feet)  GPS OBS   
 BK3283  **This station is located in a subsidence area (see below).
 BK3283  ___________________________________________________________________
 BK3283  X           -    -324,086.427 (meters)                     COMP
 BK3283  Y           -  -5,504,831.067 (meters)                     COMP
 BK3283  Z           -   3,194,272.574 (meters)                     COMP
 BK3283  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3283  ELLIP HEIGHT-         -22.84  (meters)          (02/20/02) GPS OBS
 BK3283  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3283
 BK3283  HORZ ORDER  -  FIRST
 BK3283  ELLP ORDER  -  FOURTH    CLASS I
 BK3283
 BK3283.The horizontal coordinates were established by GPS observations
 BK3283.and adjusted by the National Geodetic Survey in January 1995..
 BK3283
 BK3283 ** The orthometric height has not been validated since last determined
 BK3283 ** by differential leveling and should not be used for control purposes.
 BK3283 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3283 ** area with valid NAVD 88 orthometric heights.
 BK3283 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3283 ** epoch indicated which incorporates improved geoid heights for the
 BK3283 ** Southern Louisiana Subsidence area.
 BK3283 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3283.The orthometric height was determined by GPS observations and a
 BK3283.high-resolution geoid model.
 BK3283
 BK3283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3283
 BK3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3283
 BK3283.The ellipsoidal height was determined by GPS observations
 BK3283.and is referenced to NAD 83.
 BK3283
 BK3283.The geoid height was determined by GEOID03.
 BK3283
 BK3283;                    North         East     Units Scale Factor Converg.
 BK3283;SPC LA S     -   195,649.159   804,074.084   MT  0.99993511   -1 01 04.8
 BK3283;SPC LA S     -   641,892.28  2,638,033.06   sFT  0.99993511   -1 01 04.8
 BK3283;UTM  15      - 3,346,476.081   464,472.041   MT  0.99961557   -0 11 09.7
 BK3283
 BK3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3283!SPC LA S     -   1.00000359  x   0.99993511  =   0.99993870
 BK3283!UTM  15      -   1.00000359  x   0.99961557  =   0.99961916
 BK3283
 BK3283                          SUPERSEDED SURVEY CONTROL
 BK3283
 BK3283  ELLIP H (01/13/95)  -22.75   (m)                       GP(       ) 3 2
 BK3283  NAD 83(1992)-  30 14 57.74197(N)    093 22 09.44628(W) AD(       ) 1
 BK3283  ELLIP H (01/21/93)  -22.80   (m)                       GP(       ) 4 2
 BK3283  NAD 83(1986)-  30 14 57.76328(N)    093 22 09.43644(W) AD(       ) 1
 BK3283  NGVD 29 (05/20/88)    4.4    (m)           14.     (f) GPS OBS        
 BK3283
 BK3283.Superseded values are not recommended for survey control.
 BK3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3283.See file dsdata.txt to determine how the superseded data were derived.
 BK3283
 BK3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6447246476(NAD 83)
 BK3283_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3283_STAMPING: CALCAM 1987
 BK3283_MARK LOGO: NGS   
 BK3283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3283+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1990
 BK3283
 BK3283  HISTORY     - Date     Condition        Report By
 BK3283  HISTORY     - 1987     MONUMENTED       LADTD
 BK3283  HISTORY     - 19901221 GOOD             VFM
 BK3283  HISTORY     - 20021102 GOOD             USPSQD
 BK3283  HISTORY     - 20040419 GOOD             USPSQD
 BK3283
 BK3283                          STATION DESCRIPTION
 BK3283
 BK3283'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3283'THE STATION IS LOCATED ABOUT   KM (  MI) NORTH OF
 BK3283'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF SULPHUR ON THE
 BK3283'GROUNDS OF THE CALCAM FIARGROUNDS, AT AN ENTRANCE ROAD, BETWEEN THE
 BK3283'ROAD AND A PRIVATE FENCE, 0.2 KM (0.1 MI) WEST OF STATE HIGHWAY 27.
 BK3283'OWNERSHIP--CALCAM FAIRGROUNDS ASSOCIATION, C/O DIRECTOR ALGIA
 BK3283'JOHNSON, STATE HIGHWAY 27, SULPHUR LA 70663, PHONE 318-527-9371.
 BK3283'(MAIL WILL BE SENT C/O ROBERT RICHARD, 1412 CAROL STREET, SULPHUR,
 BK3283'LA  70663.
 BK3283'
 BK3283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3283'HIGHWAY 27 SOUTH IN SULPHUR GO EAST FOR 0.92 KM (0.6 MI) ON
 BK3283'HIGHWAYS 90 AND 27 TO A CROSS STREET.
 BK3283'TURN LEFT AND GO NORTH FOR 1.4 KM (0.9 MI) ON HIGHWAY 27 TO A PAVED
 BK3283'ROAD LEFT.
 BK3283'TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) ON O QUAIN DRIVE TO A
 BK3283'GRAVEL ROAD RIGHT AND THE STATION ON THE RIGHT.  TO REACH THE
 BK3283'AZIMUTH MARK FROM THE STATION GO NORTH ON THE ROAD FOR 0.5 KM (0.3 MI
 BK3283'(WORKING AROUND FENCES AND CROSSING A LARGE OPEN AREA) TO THE NORTH
 BK3283'END OF THE FAIRGROUNDS AND THE MARK.
 BK3283'
 BK3283'THE STATION IS A STANDARD NGS DISK
 BK3283'STAMPED---CALCAM 1987---,
 BK3283'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3283'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3283'9.5 METERS (31 FT) NORTH FROM THE CENTER OF O QUAIN DRIVE,
 BK3283'6 METERS (20 FT) EAST FROM THE ROAD CENTER,
 BK3283'0.9 METERS (3 FT) EAST FROM A FIBERGLASS WITNESS POST IN A WIRE
 BK3283'FENCE,
 BK3283'2.3 METERS (7.5 FT) NORTH-NORTHEAST FROM A FENCE CORNER AND
 BK3283'11.3 METERS (37 FT) SOUTHWEST FROM A UTILITY POLE.
 BK3283'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3283'STAMPED---CALCAM 1987---,
 BK3283'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3283'
 BK3283'AZIMUTH MARK NO. 1 IS A STANDARD NGS REFERENCE MARK DISK
 BK3283'STAMPED---CALCAM AZ MK 1987---,
 BK3283'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3283'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3283'31.4 METERS (103 FT) EAST-SOUTHEAST FROM A WOODEN GATE HINGEPOST AT
 BK3283'THE CORNER OF THE FAIRGROUNDS,
 BK3283'7 METERS (23 FT) NORTHWEST FROM THE CENTER OF A DRAINAGE DITCH,
 BK3283'3.9 METERS (12.8 FT) SOUTH-SOUTHWEST FROM A 20-INCH PINE TREE,
 BK3283'3 METERS (9.8 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST AND
 BK3283'0.3 METERS (1 FT) SOUTH FROM A CREEK BANK.
 BK3283'TO REACH THE AZIMUTH FROM THE STATION,
 BK3283'GO NORTH FOR 0.5 KM (0.3 MI) ON THE ROAD (WORKING AROUND FENCES AND
 BK3283'CROSSING A LARGE OPEN AREA) TO THE NORTH END OF THE FAIRGROUNDS AND
 BK3283'THE MARK.
 BK3283
 BK3283                          STATION RECOVERY (1990)
 BK3283
 BK3283'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3283'RECOVERED AS DESCRIBED.
 BK3283
 BK3283                          STATION RECOVERY (2002)
 BK3283
 BK3283'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 BK3283'RECOVERED IN GOOD CONDITION.
 BK3283
 BK3283                          STATION RECOVERY (2004)
 BK3283
 BK3283'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3284 ***********************************************************************
 BK3284  DESIGNATION -  CALCAM AZ MK
 BK3284  PID         -  BK3284
 BK3284  STATE/COUNTY-  LA/CALCASIEU
 BK3284  USGS QUAD   -  BUHLER (1975)
 BK3284
 BK3284                         *CURRENT SURVEY CONTROL
 BK3284  ___________________________________________________________________
 BK3284* NAD 83(1992)-  30 15 12.78572(N)    093 22 09.00879(W)     ADJUSTED  
 BK3284* NAVD 88     -         5.   **(meters)      16.   **(feet)  VERTCON   
 BK3284  **This station is located in a subsidence area (see below).
 BK3284  ___________________________________________________________________
 BK3284  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3284  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3284
 BK3284  HORZ ORDER  -  SECOND
 BK3284
 BK3284.The horizontal coordinates were established by classical geodetic methods
 BK3284.and adjusted by the National Geodetic Survey in January 1993..
 BK3284.No horizontal observational check was made to the station.
 BK3284
 BK3284 ** The orthometric height has not been validated since last determined
 BK3284 ** by differential leveling and should not be used for control purposes.
 BK3284 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3284 ** area with valid NAVD 88 orthometric heights.
 BK3284 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3284 ** epoch indicated which incorporates improved geoid heights for the
 BK3284 ** Southern Louisiana Subsidence area.
 BK3284 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3284
 BK3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3284
 BK3284.The geoid height was determined by GEOID03.
 BK3284
 BK3284;                    North         East     Units Scale Factor Converg.
 BK3284;SPC LA S     -   196,112.096   804,094.004   MT  0.99993543   -1 01 04.6
 BK3284;SPC LA S     -   643,411.10  2,638,098.41   sFT  0.99993543   -1 01 04.6
 BK3284;UTM  15      - 3,346,939.111   464,485.233   MT  0.99961556   -0 11 09.6
 BK3284
 BK3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3284!SPC LA S     -   1.00000359  x   0.99993543  =   0.99993902
 BK3284!UTM  15      -   1.00000359  x   0.99961556  =   0.99961915
 BK3284
 BK3284                          SUPERSEDED SURVEY CONTROL
 BK3284
 BK3284  NAD 83(1986)-  30 15 12.80702(N)    093 22 08.99899(W) AD(       ) 2
 BK3284  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3284
 BK3284.Superseded values are not recommended for survey control.
 BK3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3284.See file dsdata.txt to determine how the superseded data were derived.
 BK3284
 BK3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6448546939(NAD 83)
 BK3284_MARKER: DZ = AZIMUTH MARK DISK
 BK3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3284_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3284+STABILITY: SURFACE MOTION
 BK3284
 BK3284  HISTORY     - Date     Condition        Report By
 BK3284  HISTORY     - 1987     MONUMENTED       LADTD
 BK3284  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3284  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 BK3284
 BK3284                          STATION DESCRIPTION
 BK3284
 BK3284'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3284'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF SULPHUR ON THE
 BK3284'GROUNDS OF THE CALCAM FAIRGROUNDS AT THE NORTH END OF THE
 BK3284'FAIRGROUNDS JUST SOUTH OF A BIG DITCH.
 BK3284'OWNERSHIP--CALCAM FAIRGROUNDS ASSOCIATION.
 BK3284'
 BK3284'TO REACH THE STATION FROM FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BK3284'STATE HIGHWAY 27 SOUTH IN SULPHUR, GO EAST FOR
 BK3284'0.9 KM (0.6 MI) ON HIGHWAYS 90 AND 27 TO A CROSS STREET.
 BK3284'TURN LEFT AND GO NORTH FOR 1.4 KM (0.9 MI) ON HIGHWAY 27 TO A PAVED
 BK3284'ROAD LEFT.
 BK3284'TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) ON O QUAIN DRIVE TO A
 BK3284'GRAVEL ROAD RIGHT.
 BK3284'TURN RIGHT AND GO NORTH FOR 0.5 KM (0.3 MI) ON THE GRAVEL ROAD
 BK3284'(WORKING AROUND FENCES AND CROSSING A LARGE OPEN AREA) TO THE NORTH
 BK3284'END OF THE FAIRGROUNDS AND THE AZIMUTH MARK.
 BK3284'
 BK3284'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 BK3284'STAMPED---CALCAM AZ MK 1987---,
 BK3284'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3284'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3284'31.4 METERS (103 FT) EAST-SOUTHEAST FROM A WOODEN GATE HINGEPOST AT
 BK3284'THE CORNER OF THE GROUNDS,
 BK3284'7 METERS (23 FT) NORTHWEST FROM THE CENTER OF A DRAINAGE DITCH,
 BK3284'3.9 METERS (12.8 FT) SOUTH-SOUTHWEST FROM A 20-INCH PINE TREE WITH
 BK3284'A TRIANGLE BLAZE,
 BK3284'3 METERS (9.8 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST AND
 BK3284
 BK3284                          STATION RECOVERY (2002)
 BK3284
 BK3284'RECOVERY NOTE BY US POWER SQUADRON 2002 (VLL)
 BK3284'MARK NOT FOUND.
 BK3284
 BK3284                          STATION RECOVERY (2004)
 BK3284
 BK3284'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3159 ***********************************************************************
 BK3159  DESIGNATION -  CALCASIEU
 BK3159  PID         -  BK3159
 BK3159  STATE/COUNTY-  LA/CAMERON
 BK3159  USGS QUAD   -  MOSS LAKE (1994)
 BK3159
 BK3159                         *CURRENT SURVEY CONTROL
 BK3159  ___________________________________________________________________
 BK3159* NAD 83(1992)-  30 02 39.55156(N)    093 20 18.58096(W)     ADJUSTED  
 BK3159* NAVD 88     -         1.48   (+/-2cm)       4.9  **(feet)  VERTCON   
 BK3159  **This station is located in a subsidence area (see below).
 BK3159  ___________________________________________________________________
 BK3159  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BK3159  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK3159
 BK3159  HORZ ORDER  -  SECOND
 BK3159  VERT ORDER  -  THIRD ? (See Below)
 BK3159
 BK3159.The horizontal coordinates were established by classical geodetic methods
 BK3159.and adjusted by the National Geodetic Survey in January 1993..
 BK3159
 BK3159 ** The orthometric height has not been validated since last determined
 BK3159 ** by differential leveling and should not be used for control purposes.
 BK3159 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3159 ** area with valid NAVD 88 orthometric heights.
 BK3159 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3159 ** epoch indicated which incorporates improved geoid heights for the
 BK3159 ** Southern Louisiana Subsidence area.
 BK3159 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3159.The vertical order pertains to the NGVD 29 superseded value.
 BK3159
 BK3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3159
 BK3159.The geoid height was determined by GEOID03.
 BK3159
 BK3159;                    North         East     Units Scale Factor Converg.
 BK3159;SPC LA S     -   172,870.860   806,639.637   MT  0.99992603   -1 00 09.4
 BK3159;SPC LA S     -   567,160.48  2,646,450.21   sFT  0.99992603   -1 00 09.4
 BK3159;UTM  15      - 3,323,744.633   467,367.390   MT  0.99961314   -0 10 10.1
 BK3159
 BK3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3159!SPC LA S     -   1.00000404  x   0.99992603  =   0.99993007
 BK3159!UTM  15      -   1.00000404  x   0.99961314  =   0.99961718
 BK3159
 BK3159:                Primary Azimuth Mark                     Grid Az
 BK3159:SPC LA S     -  CITIES SERV TUTWILER REF STACK           004 43 42.8
 BK3159:UTM  15      -  CITIES SERV TUTWILER REF STACK           003 53 43.5
 BK3159
 BK3159|---------------------------------------------------------------------|
 BK3159| PID    Reference Object                     Distance      Geod. Az  |
 BK3159|                                                           dddmmss.s |
 BK3159| BK3144 CITIES SERV TUTWILER REF STACK      APPROX.14.5 KM 0034333.4 |
 BK3159| BK3114 LAKE CHARLES TV STA KTAG MAST       APPROX.22.0 KM 0333114.9 |
 BK3159| BK1526 GRAND LAKE                          APPROX. 6.6 KM 1034552.0 |
 BK3159| CV8187 CALCASIEU RM 1                       53.099 METERS 26710     |
 BK3159| CV8188 CALCASIEU RM 2                                     31815     |
 BK3159| CV8189 CALCASIEU RM 3                       27.447 METERS 35440     |
 BK3159| BK3157 DAVIDSON CHEMICAL CO TANK           APPROX.12.5 KM 3582908.0 |
 BK3159|---------------------------------------------------------------------|
 BK3159
 BK3159                          SUPERSEDED SURVEY CONTROL
 BK3159
 BK3159  NAD 83(1986)-  30 02 39.57595(N)    093 20 18.56806(W) AD(       ) 2
 BK3159  NAD 27      -  30 02 38.81300(N)    093 20 18.01300(W) AD(       ) 2
 BK3159  NGVD 29 (07/19/86)    1.45   (m)            4.8    (f) LEVELING    3  
 BK3159
 BK3159.Superseded values are not recommended for survey control.
 BK3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3159.See file dsdata.txt to determine how the superseded data were derived.
 BK3159
 BK3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6736723745(NAD 83)
 BK3159_MARKER: DS = TRIANGULATION STATION DISK
 BK3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3159
 BK3159  HISTORY     - Date     Condition        Report By
 BK3159  HISTORY     - 1931     MONUMENTED       CGS
 BK3159  HISTORY     - 1933     GOOD             CGS
 BK3159  HISTORY     - 1947     GOOD             CGS
 BK3159  HISTORY     - 1955     GOOD             CGS
 BK3159  HISTORY     - 1961     MARK NOT FOUND   LOCENG
 BK3159  HISTORY     - 1963     GOOD             CGS
 BK3159  HISTORY     - 1969     GOOD             LOCENG
 BK3159
 BK3159                          STATION DESCRIPTION
 BK3159
 BK3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK3159'STATION IS ABOUT 13 MILES S OF SULPHUR, ON W SIDE OF LAKE
 BK3159'CALCASIEU, ON LAND OWNED BY THE YOUNT-LEE OIL COMPANY, OF
 BK3159'BEAUMONT, TEXAS.  TO REACH STATION FROM SULPHUR, FOLLOW HIGHWAY
 BK3159'104 S TO FREE FERRY OVER CALCASIEU CANAL AND FERRY OVER LAKE
 BK3159'CHARLES DEEP WATER CANAL.  CONTINUE 1.7 MILES FROM CALCASIEU
 BK3159'CANAL FERRY OR 1.3 MILES FROM LAKE CHARLES DEEP WATER CANAL
 BK3159'FERRY, TO A GROUP OF SMALL TREES E OF ROAD, REACHED JUST BEFORE
 BK3159'PASSING UNDER A HIGH-TENSION LINE.  THESE TREES ARE THE LAST
 BK3159'ONES BEFORE REACHING THE HACKBERRY OIL FIELD.  STATION IS ON
 BK3159'THE S EDGE OF TREES, 300 YARDS E OF ROAD, 350 YARDS SE OF
 BK3159'SIGNBOARD ADVERTISING THE HUB, ABOUT 3/4 MILE W OF LAKE SHORE,
 BK3159'AND 66 FEET SE OF SMALL LIVE OAK TREE WITH ITS TRUNK IN A
 BK3159'HORIZONTAL POSITION TOWARD SE.
 BK3159'
 BK3159'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3159'DISKS SET IN CONCRETE.
 BK3159'
 BK3159'REFERENCE MARK NO. 1 IS ON S SIDE OF SHALLOW DITCH, 9.5 FEET
 BK3159'S OF AN 8-INCH PECAN TREE ON N SIDE OF DITCH, AND 174.2 FEET
 BK3159'FROM STATION, S 87 DEG 10 MIN W.
 BK3159'
 BK3159'REFERENCE MARK NO. 2 IS 40 FEET W OF CENTER LINE OF ROAD, 100
 BK3159'YARDS N OF CURVE IN ROAD AND SMALL WOODEN CULVERT UNDER ROAD
 BK3159'NEAR A SIGN ADVERTISING THE HUB, AND 390 YARDS FROM STATION,
 BK3159'N 41 DEG 45 MIN W.  ELEVATION--4,756 FEET (3RD ORDER
 BK3159'USGS AS PUBLISHED IN USE QUAD BAYOU CHOUPIQUE, LA.)
 BK3159
 BK3159                          STATION RECOVERY (1933)
 BK3159
 BK3159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JCB)
 BK3159'ON ORIGINAL DESCRIPTION STATION IS STATED TO BE IN CALCASIEU PARISH.
 BK3159'IT IS ACTUALLY IN CAMERON PARISH.
 BK3159'
 BK3159'STATION IS ABOUT 13 MILES S OF SULPHUR, LOUISIANA ON THE W SIDE
 BK3159'OF CALCASIEU LAKE, ON LAND OWNED BY YOUNT-LEE OIL COMPANY OF
 BK3159'BEAUMONT, TEXAS.
 BK3159'
 BK3159'REFERENCE MARK NO. 1 IS W OF THE STATION, ON THE S SIDE OF
 BK3159'AN OLD SHALLOW DITCH 9.5 FEET S OF AN 8-INCH PECAN TREE ON THE
 BK3159'N SIDE OF THE DITCH.
 BK3159'
 BK3159'REFERENCE MARK NO. 2 IS NW OF THE STATION, ON THE W SIDE OF
 BK3159'THE HIGHWAY, 40 FEET W OF THE CENTER LINE, AND 100 YARDS N OF
 BK3159'CURVE AND A SMALL WOODEN CULVERT.
 BK3159'
 BK3159'REACHED FROM SULPHUR BY STATE HIGHWAY 104, S TO ELLENDERS FERRY,
 BK3159'(A FREE STATE FERRY ACROSS CALCASIEU PARISH NAVIGATION CHANNEL).
 BK3159'CROSS TO SE SIDE OF FERRY, THENCE ON HIGHWAY 104 A DISTANCE OF
 BK3159'1.7 MILES TO A GROUP OF SMALL TREES E OF THE ROAD, JUST BEFORE
 BK3159'PASSING UNDER A HIGH-TENSION LINE.  THESE TREES ARE THE LAST ONES
 BK3159'BEFORE REACHING THE HACKBERRY OIL FIELD.  STATION IS ON THE S
 BK3159'EDGE OF THE GROUP, ABOUT 300 YARDS E OF THE CURVING ROAD AND
 BK3159'ABOUT 3/4 MILE W OF THE LAKE SHORE.  STATION IS 66 FEET SE
 BK3159'OF A SMALL LIVE-OAK TREE WHOSE TRUNK LEANS ALMOST HORIZONTALLY
 BK3159'TOWARDS THE SE.
 BK3159
 BK3159                          STATION RECOVERY (1947)
 BK3159
 BK3159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3159'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK3159'THE 1933 RECOVERY NOTE WILL BE ADEQUATE FOR FUTURE RECOVERY WITH
 BK3159'THE FOLLOWING CHANGES REGARDING REFERENCE MARK 2--
 BK3159'
 BK3159'1.  DELETE 100 YARDS N OF CURVE AND A SMALL WOODEN CULVERT.
 BK3159'
 BK3159'2.  ADD REFERENCE MARK 2 IS LOCATED 1.6 MILES S ALONG THE ROAD
 BK3159'FROM ELLENDERS FERRY ALMOST OPPOSITE POWER POLE W1 288, 8 FEET
 BK3159'E OF A FENCE, AND 6 FEET S OF A TELEPHONE POLE.  THE MONUMENT IS
 BK3159'NOW FLUSH WITH THE GROUND.
 BK3159
 BK3159                          STATION RECOVERY (1955)
 BK3159
 BK3159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3159'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BK3159'FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCE MARK 3 WAS SET.
 BK3159'
 BK3159'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED AND
 BK3159'FOUND TO BE CORRECT.
 BK3159'
 BK3159'REFERENCE MARK 3, A STANDARD DISK STAMPED CALCASIEU NO 3 1931,
 BK3159'IS SET IN CONCRETE.  IT IS 15 FEET EAST
 BK3159'OF TWO LARGE TREES WHICH ARE LOCATED NORTH OF THE STATION.
 BK3159'MARK PROJECTS 6 INCHES.  THE MARK IS 27.447 METERS (90.05 FEET)
 BK3159'FROM STATION, N 05 DEG 20 MIN W.
 BK3159'
 BK3159'THE 1933 RECOVERY DESCRIPTION WAS USED FOR RECOVERY AND FOUND TO
 BK3159'BE ADEQUATE.
 BK3159'
 BK3159'NOTE--A 90 FT. STEEL TOWER WAS USED.
 BK3159
 BK3159                          STATION RECOVERY (1961)
 BK3159
 BK3159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 BK3159'RECOVERED BY--UNION TEXAS NAT. GAS CORP
 BK3159'
 BK3159'STATION BURIED.  DESCRIPTION ADEQUATE WHEN HISTORY OF ROADS
 BK3159'IN VICINITY IS KNOWN, OTHERWISE DESCRIPTION IS NOT SUFFICIENT.
 BK3159
 BK3159                          STATION RECOVERY (1963)
 BK3159
 BK3159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3159'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 BK3159'CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.
 BK3159'
 BK3159'THE DESCRIPTION BY J.C.B. 1933 IS ADEQUATE FOR RECOVERY WITH THE
 BK3159'FOLLOWING ADDITIONS.  THE STATION IS 1.6 MI. SOUTH OF PONTOON
 BK3159'BRIDGE ACROSS INTRACOASTAL WATERWAY AND ABOUT 500 FEET EAST
 BK3159'OF POWER POLE NO. 206-257.
 BK3159
 BK3159                          STATION RECOVERY (1969)
 BK3159
 BK3159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (FLD)
 BK3159'RECOVERED BY PAN AMER PET CORP
 BK3159'
 BK3159'USC AND GS CALCASIEU 1931-MON CALC REC IN PERFECT COND. ALSO R.M.
 BK3159'2 AND 3 -MON COVERED 2 IN AND BM 2 COVERED 12 IN-AREA PARTIALLY
 BK3159'FLOODED BY SALT WTR AND REF. TREES ARE THERE BUT ALL DEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0819 ***********************************************************************
 AV0819  DESIGNATION -  CALCASIEU PASS LIGHTHOUSE 1883
 AV0819  PID         -  AV0819
 AV0819  STATE/COUNTY-  LA/CAMERON
 AV0819  USGS QUAD   -  CAMERON (1982)
 AV0819
 AV0819                         *CURRENT SURVEY CONTROL
 AV0819  ___________________________________________________________________
 AV0819* NAD 83(1992)-  29 46 50.83630(N)    093 20 43.84370(W)     ADJUSTED  
 AV0819* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0819  **This station is located in a subsidence area (see below).
 AV0819  ___________________________________________________________________
 AV0819  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AV0819  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AV0819
 AV0819  HORZ ORDER  -  THIRD
 AV0819
 AV0819.The horizontal coordinates were established by classical geodetic methods
 AV0819.and adjusted by the National Geodetic Survey in January 1993..
 AV0819
 AV0819 ** The orthometric height has not been validated since last determined
 AV0819 ** by differential leveling and should not be used for control purposes.
 AV0819 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0819 ** area with valid NAVD 88 orthometric heights.
 AV0819 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0819 ** epoch indicated which incorporates improved geoid heights for the
 AV0819 ** Southern Louisiana Subsidence area.
 AV0819 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0819.The orthometric height was scaled from a topographic map.
 AV0819
 AV0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0819
 AV0819.The geoid height was determined by GEOID03.
 AV0819
 AV0819;                    North         East     Units Scale Factor Converg.
 AV0819;SPC LA S     -   143,676.555   805,450.093   MT  0.99993308   -1 00 22.0
 AV0819;SPC LA S     -   471,378.83  2,642,547.51   sFT  0.99993308   -1 00 22.0
 AV0819;UTM  15      - 3,294,545.291   466,603.055   MT  0.99961376   -0 10 17.8
 AV0819
 AV0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0819!SPC LA S     -   1.00000404  x   0.99993308  =   0.99993712
 AV0819!UTM  15      -   1.00000404  x   0.99961376  =   0.99961780
 AV0819
 AV0819:                Primary Azimuth Mark                     Grid Az
 AV0819:SPC LA S     -  LAKE 1924                                015 18 42.8
 AV0819:UTM  15      -  LAKE 1924                                014 28 38.6
 AV0819
 AV0819|---------------------------------------------------------------------|
 AV0819| PID    Reference Object                     Distance      Geod. Az  |
 AV0819|                                                           dddmmss.s |
 AV0819| AV0821 LAKE 1924                           APPROX. 6.7 KM 0141820.8 |
 AV0819|---------------------------------------------------------------------|
 AV0819
 AV0819                          SUPERSEDED SURVEY CONTROL
 AV0819
 AV0819  NAD 83(1986)-  29 46 50.86152(N)    093 20 43.82781(W) AD(       ) 3
 AV0819  NAD 27      -  29 46 50.07400(N)    093 20 43.28400(W) AD(       ) 3
 AV0819
 AV0819.Superseded values are not recommended for survey control.
 AV0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0819.See file dsdata.txt to determine how the superseded data were derived.
 AV0819
 AV0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6660394545(NAD 83)
 AV0819_MARKER: 13 = LIGHTHOUSE
 AV0819
 AV0819  HISTORY     - Date     Condition        Report By
 AV0819  HISTORY     - 1883     FIRST OBSERVED   CGS
 AV0819  HISTORY     - 1932     GOOD             CGS
 AV0819  HISTORY     - 1955     MARK NOT FOUND   CGS
 AV0819
 AV0819                          STATION DESCRIPTION
 AV0819
 AV0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0819'NO ORIGINAL DESCRIPTION FURNISHED.  STATION IS HIGHEST
 AV0819'POINT OF OLD LIGHTHOUSE, WHICH STANDS WELL BACK IN THE MARSH
 AV0819'ON THE W SIDE OF THE PASS AND N OF THE HACKBERRY-CAMERON
 AV0819'ROAD.  LIGHT IS THE REAR ENTRANCE RANGE FOR CALCASIEU PASS
 AV0819'AND IS PAINTED BLACK.
 AV0819
 AV0819                          STATION RECOVERY (1955)
 AV0819
 AV0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0819'STATION IS LOST, APPARENTLY DESTROYED DURING CONSTRUCTION
 AV0819'OF THE LAKE CHARLES SHIP CHANNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0815 ***********************************************************************
 AV0815  DESIGNATION -  CALCASIEU PASS REAR RANGE LT
 AV0815  PID         -  AV0815
 AV0815  STATE/COUNTY-  LA/CAMERON
 AV0815  USGS QUAD   -  CAMERON (1982)
 AV0815
 AV0815                         *CURRENT SURVEY CONTROL
 AV0815  ___________________________________________________________________
 AV0815* NAD 83(1992)-  29 46 57.64452(N)    093 20 50.55316(W)     ADJUSTED  
 AV0815* NAVD 88     -                                                        
 AV0815  **This station is located in a subsidence area (see below).
 AV0815  ___________________________________________________________________
 AV0815  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0815  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AV0815
 AV0815  HORZ ORDER  -  THIRD
 AV0815
 AV0815.The horizontal coordinates were established by classical geodetic methods
 AV0815.and adjusted by the National Geodetic Survey in January 1993..
 AV0815
 AV0815 ** The orthometric height has not been validated since last determined
 AV0815 ** by differential leveling and should not be used for control purposes.
 AV0815 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0815 ** area with valid NAVD 88 orthometric heights.
 AV0815 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0815 ** epoch indicated which incorporates improved geoid heights for the
 AV0815 ** Southern Louisiana Subsidence area.
 AV0815 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0815
 AV0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0815
 AV0815.The geoid height was determined by GEOID03.
 AV0815
 AV0815;                    North         East     Units Scale Factor Converg.
 AV0815;SPC LA S     -   143,889.308   805,273.598   MT  0.99993295   -1 00 25.4
 AV0815;SPC LA S     -   472,076.84  2,641,968.46   sFT  0.99993295   -1 00 25.4
 AV0815;UTM  15      - 3,294,755.384   466,423.537   MT  0.99961391   -0 10 21.2
 AV0815
 AV0815                          SUPERSEDED SURVEY CONTROL
 AV0815
 AV0815  NAD 83(1986)-  29 46 57.66886(N)    093 20 50.53572(W) AD(       ) 4
 AV0815  NAD 27      -  29 46 56.87800(N)    093 20 49.98700(W) AD(       ) 3
 AV0815
 AV0815.Superseded values are not recommended for survey control.
 AV0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0815.See file dsdata.txt to determine how the superseded data were derived.
 AV0815
 AV0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6642494755(NAD 83)
 AV0815_MARKER: 14 = NAVIGATION LIGHT
 AV0815
 AV0815  HISTORY     - Date     Condition        Report By
 AV0815  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0815
 AV0815                          STATION DESCRIPTION
 AV0815
 AV0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0815'THE STATION IS A SKELETON TOWER, AND IS 76 FEET HIGH AND IS
 AV0815'OFF SHORE 931 YARDS.  TAKEN FROM THE (LIST OF LIGHTS AND OTHER
 AV0815'MARINE AIDS VOLUME 2 ATLANTIC AND GULF COAST, CG-160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3133 ***********************************************************************
 BK3133  DESIGNATION -  CALCUS
 BK3133  PID         -  BK3133
 BK3133  STATE/COUNTY-  LA/CALCASIEU
 BK3133  USGS QUAD   -  LAKE CHARLES (1994)
 BK3133
 BK3133                         *CURRENT SURVEY CONTROL
 BK3133  ___________________________________________________________________
 BK3133* NAD 83(1992)-  30 14 13.18288(N)    093 14 43.84917(W)     ADJUSTED  
 BK3133* NAVD 88     -        43.7  **(meters)     143.   **(feet)  VERTCON   
 BK3133  **This station is located in a subsidence area (see below).
 BK3133  ___________________________________________________________________
 BK3133  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK3133  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3133
 BK3133  HORZ ORDER  -  SECOND
 BK3133
 BK3133.The horizontal coordinates were established by classical geodetic methods
 BK3133.and adjusted by the National Geodetic Survey in January 1993..
 BK3133
 BK3133 ** The orthometric height has not been validated since last determined
 BK3133 ** by differential leveling and should not be used for control purposes.
 BK3133 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3133 ** area with valid NAVD 88 orthometric heights.
 BK3133 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3133 ** epoch indicated which incorporates improved geoid heights for the
 BK3133 ** Southern Louisiana Subsidence area.
 BK3133 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3133
 BK3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3133
 BK3133.The geoid height was determined by GEOID03.
 BK3133
 BK3133;                    North         East     Units Scale Factor Converg.
 BK3133;SPC LA S     -   194,072.104   815,961.453   MT  0.99993420   -0 57 22.0
 BK3133;SPC LA S     -   636,718.23  2,677,033.53   sFT  0.99993420   -0 57 22.0
 BK3133;UTM  15      - 3,345,072.307   476,377.207   MT  0.99960688   -0 07 25.1
 BK3133
 BK3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3133!SPC LA S     -   0.99999742  x   0.99993420  =   0.99993162
 BK3133!UTM  15      -   0.99999742  x   0.99960688  =   0.99960430
 BK3133
 BK3133:                Primary Azimuth Mark                     Grid Az
 BK3133:SPC LA S     -  10D001 LADH 1965                         091 15 33.0
 BK3133:UTM  15      -  10D001 LADH 1965                         090 25 36.1
 BK3133
 BK3133|---------------------------------------------------------------------|
 BK3133| PID    Reference Object                     Distance      Geod. Az  |
 BK3133|                                                           dddmmss.s |
 BK3133| BK3131 10D001 LADH 1965                    APPROX. 1.2 KM 0901811.0 |
 BK3133| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX. 3.0 KM 1045421.8 |
 BK3133|---------------------------------------------------------------------|
 BK3133
 BK3133                          SUPERSEDED SURVEY CONTROL
 BK3133
 BK3133  NAD 83(1986)-  30 14 13.20375(N)    093 14 43.84075(W) AD(       ) 2
 BK3133  NAD 27      -  30 14 12.46484(N)    093 14 43.28569(W) AD(       ) 2
 BK3133  NGVD 29 (07/19/86)   43.7    (m)          143.     (f) VERT ANG       
 BK3133
 BK3133.Superseded values are not recommended for survey control.
 BK3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3133.See file dsdata.txt to determine how the superseded data were derived.
 BK3133
 BK3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7637745072(NAD 83)
 BK3133_MARKER: DS = TRIANGULATION STATION DISK
 BK3133_SETTING: 0 = UNSPECIFIED SETTING
 BK3133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3133+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 BK3133
 BK3133  HISTORY     - Date     Condition        Report By
 BK3133  HISTORY     - 1963     MONUMENTED       CGS
 BK3133  HISTORY     - 1965     GOOD             CGS
 BK3133  HISTORY     - 19970208 GOOD             USPSQD
 BK3133  HISTORY     - 20060125 GOOD             USPSQD
 BK3133
 BK3133                          STATION DESCRIPTION
 BK3133
 BK3133'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3133'THE STATION IS LOCATED ON THE CALCASIEU RIVER BRIDGE, ABOUT
 BK3133'1.0 MILE WEST OF LAKE CHARLES AND ABOUT 15 FEET EAST OF THE
 BK3133'SOUTHEAST END OF THE SUPER-STRUCTURE, ON THE SIDEWALK ON THE
 BK3133'SOUTH SIDE OF THE EAST BOUND TRAFFIC LANE.
 BK3133'
 BK3133'DUE TO VERY HEAVY TRAFFIC AND SAFETY PRECAUTIONS AND NO
 BK3133'SUITABLE PLACE FOR REFERENCE MARK, NO REFERENCE MARKS WERE
 BK3133'ESTABLISHED.
 BK3133'
 BK3133'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3133
 BK3133                          STATION RECOVERY (1965)
 BK3133
 BK3133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 BK3133'STATION IS LOCATED ON THE OLD CALCASIEU RIVER BRIDGE (I-10).
 BK3133'TO REACH THIS STATION FROM THE FIRST NATIONAL BANK IN LAKE
 BK3133'CHARLES, FOLLOW U.S. HIGHWAY 90 (BROAD STREET) WEST FOR
 BK3133'2 MILES TO STATION ON THE BRIDGE.  STATION IS SET ABOUT 15
 BK3133'FEET EAST OF THE SOUTHEAST END OF THE SUPER-STRUCTURE OF
 BK3133'THE BRIDGE.  STATION IS IN THE CENTER OF THE WALKWAY ON
 BK3133'THE SOUTH SIDE OF THE EAST BOUND LANE.
 BK3133'
 BK3133'STATION IS A STANDARD DISK STAMPED CALCUS 1963 AND IS IN
 BK3133'GOOD CONDITION.
 BK3133'
 BK3133'NO REFERENCES WERE ESTABLISHED.
 BK3133
 BK3133                          STATION RECOVERY (1997)
 BK3133
 BK3133'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3133'RECOVERED IN GOOD CONDITION.
 BK3133
 BK3133                          STATION RECOVERY (2006)
 BK3133
 BK3133'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3006 ***********************************************************************
 CQ3006  DESIGNATION -  CALHOUN
 CQ3006  PID         -  CQ3006
 CQ3006  STATE/COUNTY-  LA/CLAIBORNE
 CQ3006  USGS QUAD   -  GIBSLAND (1986)
 CQ3006
 CQ3006                         *CURRENT SURVEY CONTROL
 CQ3006  ___________________________________________________________________
 CQ3006* NAD 83(1992)-  32 35 36.66953(N)    093 05 00.81997(W)     ADJUSTED  
 CQ3006* NAVD 88     -        91.7    (meters)     301.     (feet)  VERTCON   
 CQ3006  ___________________________________________________________________
 CQ3006  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 CQ3006  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ3006
 CQ3006  HORZ ORDER  -  FIRST
 CQ3006
 CQ3006.The horizontal coordinates were established by classical geodetic methods
 CQ3006.and adjusted by the National Geodetic Survey in January 1993..
 CQ3006
 CQ3006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3006
 CQ3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3006
 CQ3006.The geoid height was determined by GEOID03.
 CQ3006
 CQ3006;                    North         East     Units Scale Factor Converg.
 CQ3006;SPC LA N     -   232,272.599   945,216.779   MT  0.99998414   -0 18 30.7
 CQ3006;SPC LA N     -   762,047.69  3,101,098.72   sFT  0.99998414   -0 18 30.7
 CQ3006;UTM  15      - 3,606,229.003   492,158.472   MT  0.99960076   -0 02 42.0
 CQ3006
 CQ3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3006!SPC LA N     -   0.99998964  x   0.99998414  =   0.99997378
 CQ3006!UTM  15      -   0.99998964  x   0.99960076  =   0.99959041
 CQ3006
 CQ3006:                Primary Azimuth Mark                     Grid Az
 CQ3006:SPC LA N     -  ATHENS BELL TELL CO MW                   020 10 34.6
 CQ3006:UTM  15      -  ATHENS BELL TELL CO MW                   019 54 45.9
 CQ3006
 CQ3006|---------------------------------------------------------------------|
 CQ3006| PID    Reference Object                     Distance      Geod. Az  |
 CQ3006|                                                           dddmmss.s |
 CQ3006| CQ2991 ATHENS BELL TELL CO MW              APPROX. 8.5 KM 0195203.9 |
 CQ3006| CQ3004 GIBSLAND LA PWR LT RAD MAST         APPROX. 6.1 KM 1524138.2 |
 CQ3006| CQ2997 GIBSLAND MUNICIPAL TANK             APPROX. 6.3 KM 1534519.2 |
 CQ3006| CX5119 CALHOUN RM 1                         29.442 METERS 17759     |
 CQ3006| CX5120 CALHOUN RM 2                         36.649 METERS 28939     |
 CQ3006| CX5118 CALHOUN AZ MK                                      3224015.6 |
 CQ3006|---------------------------------------------------------------------|
 CQ3006
 CQ3006                          SUPERSEDED SURVEY CONTROL
 CQ3006
 CQ3006  NAD 83(1986)-  32 35 36.68252(N)    093 05 00.81025(W) AD(       ) 1
 CQ3006  NAD 27      -  32 35 36.13879(N)    093 05 00.22239(W) AD(       ) 1
 CQ3006  NGVD 29 (07/19/86)   91.8    (m)          301.     (f) VERT ANG       
 CQ3006
 CQ3006.Superseded values are not recommended for survey control.
 CQ3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3006.See file dsdata.txt to determine how the superseded data were derived.
 CQ3006
 CQ3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9215806229(NAD 83)
 CQ3006_MARKER: DS = TRIANGULATION STATION DISK
 CQ3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3006
 CQ3006  HISTORY     - Date     Condition        Report By
 CQ3006  HISTORY     - 1965     MONUMENTED       CGS
 CQ3006  HISTORY     - 1966     GOOD             CGS
 CQ3006
 CQ3006                          STATION DESCRIPTION
 CQ3006
 CQ3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3006'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF GIBSLAND,
 CQ3006'ON THE NORTHEAST SIDE OF A GRAVELED ROAD AND IS ON ROAD
 CQ3006'RIGHT-OF-WAY.
 CQ3006'
 CQ3006'STATION IS REACHED FROM THE POST OFFICE IN GIBSLAND.  GO NORTH
 CQ3006'ON STATE HIGHWAY 154 FOR 1.2 MILES TO AN OVERPASS WHICH SPANS
 CQ3006'INTERSTATE HIGHWAY 20.  CONTINUE STRAIGHT AHEAD, ON HIGHWAY 154
 CQ3006'FOR 0.75 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND
 CQ3006'NORTHWEST, ON A GRAVELED ROAD FOR 1.2 MILES TO A SMALL
 CQ3006'BRIDGE.  CROSS THE BRIDGE AND CONTINUE ON THE GRAVELED ROAD FOR
 CQ3006'0.9 MILE TO THE TOP OF A GRADE AND STATION ON THE RIGHT.
 CQ3006'CONTINUE STRAIGHT AHEAD, ON THE GRAVELED ROAD FOR 0.3 MILE TO THE
 CQ3006'AZIMUTH MARK ON THE RIGHT.
 CQ3006'
 CQ3006'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 CQ3006'MONUMENTS.
 CQ3006'
 CQ3006'STATION MARK DISK IS STAMPED CALHOUN 1965 AND THE MARK IS
 CQ3006'FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS IN A FENCELINE
 CQ3006'AND 32 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD.
 CQ3006'
 CQ3006'REFERENCE MARK NUMBER 1 DISK IS STAMPED CALHOUN NO 1 1965 AND
 CQ3006'THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 29 FEET SOUTHWEST OF
 CQ3006'THE CENTER OF THE GRAVELED ROAD AND IS ABOUT 2 FEET LOWER
 CQ3006'ELEVATION THAN THE STATION MARK.
 CQ3006'
 CQ3006'REFERENCE MARK NUMBER 2 DISK IS STAMPED CALHOUN NO 2 1965
 CQ3006'AND THE MARK PROJECTS ABOUT 3 INCHES.  MARK IS 31-1/2 FEET
 CQ3006'SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD AND ABOUT 3 FEET
 CQ3006'LOWER ELEVATION THAN THE STATION MARK.
 CQ3006'
 CQ3006'AZIMUTH MARK DISK IS STAMPED CALHOUN 1965 AND THE MARK
 CQ3006'PROJECTS ABOUT 1 INCH.  MARK IS 26 FEET NORTH-NORTHEAST OF THE
 CQ3006'CENTER OF THE GRAVELED ROAD, 3 FEET SOUTH-SOUTHWEST OF A
 CQ3006'FENCELINE AND 2.9 FEET WEST OF A METAL WITNESS POST.
 CQ3006'
 CQ3006'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CQ3006
 CQ3006                          STATION RECOVERY (1966)
 CQ3006
 CQ3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 CQ3006'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2822 ***********************************************************************
 CQ2822  DESIGNATION -  CALHOUN LOOKOUT TOWER
 CQ2822  PID         -  CQ2822
 CQ2822  STATE/COUNTY-  LA/OUACHITA
 CQ2822  USGS QUAD   -  EROS (1982)
 CQ2822
 CQ2822                         *CURRENT SURVEY CONTROL
 CQ2822  ___________________________________________________________________
 CQ2822* NAD 83(1992)-  32 29 33.40421(N)    092 23 38.40265(W)     ADJUSTED  
 CQ2822* NAVD 88     -                                                        
 CQ2822  ___________________________________________________________________
 CQ2822  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CQ2822  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ2822
 CQ2822  HORZ ORDER  -  THIRD
 CQ2822
 CQ2822.The horizontal coordinates were established by classical geodetic methods
 CQ2822.and adjusted by the National Geodetic Survey in January 1993..
 CQ2822
 CQ2822
 CQ2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2822
 CQ2822.The geoid height was determined by GEOID03.
 CQ2822
 CQ2822;                    North         East     Units Scale Factor Converg.
 CQ2822;SPC LA N     -   220,940.036 1,009,961.931   MT  0.99996494   +0 03 21.8
 CQ2822;SPC LA N     -   724,867.43  3,313,516.77   sFT  0.99996494   +0 03 21.8
 CQ2822;UTM  15      - 3,595,201.915   556,932.173   MT  0.99963997   +0 19 32.0
 CQ2822
 CQ2822                          SUPERSEDED SURVEY CONTROL
 CQ2822
 CQ2822  NAD 83(1986)-  32 29 33.41764(N)    092 23 38.39413(W) AD(       ) 4
 CQ2822  NAD 27      -  32 29 32.88549(N)    092 23 37.88391(W) AD(       ) 3
 CQ2822
 CQ2822.Superseded values are not recommended for survey control.
 CQ2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2822.See file dsdata.txt to determine how the superseded data were derived.
 CQ2822
 CQ2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5693295202(NAD 83)
 CQ2822_MARKER: 57 = LOOKOUT TOWER
 CQ2822
 CQ2822  HISTORY     - Date     Condition        Report By
 CQ2822  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2822  HISTORY     - 1990     GOOD             USPSQD
 CQ2822  HISTORY     - 1991     GOOD             USPSQD
 CQ2822  HISTORY     - 19910515 GOOD             USPSQD
 CQ2822
 CQ2822                          STATION DESCRIPTION
 CQ2822
 CQ2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2822'STATION IS THE TOP-CENTER OF THE CONICAL SHAPED ROOF OF THE
 CQ2822'CALHOUN LOOKOUT TOWER OBSERVATION CABIN WHICH IS A SQUARE METAL
 CQ2822'CABIN, 110 FEET IN HEIGHT, SILVER IN COLOR AND SUPPORTED BY 4
 CQ2822'CHANNEL STEEL LEGS.
 CQ2822'
 CQ2822'LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF CALHOUN, 1.4 MILES SOUTH
 CQ2822'OF U.S. HIGHWAY 80 AND 0.3 MILE NORTHWEST OF STATE HIGHWAY 144.
 CQ2822
 CQ2822                          STATION RECOVERY (1990)
 CQ2822
 CQ2822'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2822'RECOVERED IN GOOD CONDITION.
 CQ2822
 CQ2822                          STATION RECOVERY (1991)
 CQ2822
 CQ2822'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2822'RECOVERED IN GOOD CONDITION.
 CQ2822
 CQ2822                          STATION RECOVERY (1991)
 CQ2822
 CQ2822'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1161 ***********************************************************************
 AT1161  DESIGNATION -  CALIF 29 A PLATFORM
 AT1161  PID         -  AT1161
 AT1161  STATE/COUNTY-  LA/PLAQUEMINES
 AT1161  USGS QUAD   -  BAY COQUETTE (1993)
 AT1161
 AT1161                         *CURRENT SURVEY CONTROL
 AT1161  ___________________________________________________________________
 AT1161* NAD 83(1992)-  29 08 27.49992(N)    089 36 29.58815(W)     ADJUSTED  
 AT1161* NAVD 88     -                                                        
 AT1161  ___________________________________________________________________
 AT1161  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1161  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AT1161
 AT1161  HORZ ORDER  -  THIRD
 AT1161
 AT1161.The horizontal coordinates were established by classical geodetic methods
 AT1161.and adjusted by the National Geodetic Survey in January 1993..
 AT1161
 AT1161
 AT1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1161
 AT1161.The geoid height was determined by GEOID03.
 AT1161
 AT1161;                    North         East     Units Scale Factor Converg.
 AT1161;SPC LA S     -    72,314.395 1,167,864.627   MT  1.00003747   +0 51 45.3
 AT1161;SPC LA S     -   237,251.48  3,831,569.20   sFT  1.00003747   +0 51 45.3
 AT1161;UTM  16      - 3,226,417.925   246,258.707   MT  1.00039457   -1 16 14.8
 AT1161
 AT1161                          SUPERSEDED SURVEY CONTROL
 AT1161
 AT1161  NAD 83(1986)-  29 08 27.50853(N)    089 36 29.59988(W) AD(       ) 4
 AT1161  NAD 27      -  29 08 26.70000(N)    089 36 29.38000(W) AD(       ) 3
 AT1161
 AT1161.Superseded values are not recommended for survey control.
 AT1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1161.See file dsdata.txt to determine how the superseded data were derived.
 AT1161
 AT1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4625926418(NAD 83)
 AT1161_MARKER: 67 = OIL DERRICK
 AT1161
 AT1161  HISTORY     - Date     Condition        Report By
 AT1161  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1161  HISTORY     - 1959     GOOD             LOCSUR
 AT1161
 AT1161                          STATION DESCRIPTION
 AT1161
 AT1161'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 AT1161'ORIGINAL STATION NOT DESCRIBED.
 AT1161'
 AT1161'STATION IS THE CALIFORNIA COMPANYS NO. 3 WELL ON A PLATFORM
 AT1161'IN BLOCK 29, WEST
 AT1161'DELTA AREA, GULF OF MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2957 ***********************************************************************
 AU2957  DESIGNATION -  CALIF 3 H
 AU2957  PID         -  AU2957
 AU2957  STATE/COUNTY-  LA/LAFOURCHE
 AU2957  USGS QUAD   -  BELLE PASS (1994)
 AU2957
 AU2957                         *CURRENT SURVEY CONTROL
 AU2957  ___________________________________________________________________
 AU2957* NAD 83(1992)-  29 04 27.66681(N)    090 10 49.41152(W)     ADJUSTED  
 AU2957* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2957  **This station is located in a subsidence area (see below).
 AU2957  ___________________________________________________________________
 AU2957  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AU2957  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AU2957
 AU2957  HORZ ORDER  -  SECOND
 AU2957
 AU2957.The horizontal coordinates were established by classical geodetic methods
 AU2957.and adjusted by the National Geodetic Survey in January 1993..
 AU2957
 AU2957 ** The orthometric height has not been validated since last determined
 AU2957 ** by differential leveling and should not be used for control purposes.
 AU2957 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2957 ** area with valid NAVD 88 orthometric heights.
 AU2957 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2957 ** epoch indicated which incorporates improved geoid heights for the
 AU2957 ** Southern Louisiana Subsidence area.
 AU2957 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2957.The orthometric height was scaled from a topographic map.
 AU2957
 AU2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2957
 AU2957.The geoid height was determined by GEOID03.
 AU2957
 AU2957;                    North         East     Units Scale Factor Converg.
 AU2957;SPC LA S     -    64,231.196 1,112,265.174   MT  1.00005542   +0 34 35.3
 AU2957;SPC LA S     -   210,731.85  3,649,156.66   sFT  1.00005542   +0 34 35.3
 AU2957;UTM  15      - 3,219,507.007   774,491.743   MT  1.00052987   +1 22 15.7
 AU2957
 AU2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2957!SPC LA S     -   1.00000373  x   1.00005542  =   1.00005916
 AU2957!UTM  15      -   1.00000373  x   1.00052987  =   1.00053361
 AU2957
 AU2957:                Primary Azimuth Mark                     Grid Az
 AU2957:SPC LA S     -  CALIF 3 K                                149 29 18.1
 AU2957:UTM  15      -  CALIF 3 K                                148 41 37.7
 AU2957
 AU2957|---------------------------------------------------------------------|
 AU2957| PID    Reference Object                     Distance      Geod. Az  |
 AU2957|                                                           dddmmss.s |
 AU2957| AU2956 CALIF 3 K                           APPROX. 3.4 KM 1500353.4 |
 AU2957| DD6433 CALIF 3 H RM 1                        9.250 METERS 15615     |
 AU2957| DD6434 CALIF 3 H RM 2                       25.396 METERS 22857     |
 AU2957| DD6435 CALIF 3 H RM 3                        8.404 METERS 33900     |
 AU2957| AU2959 FOURCHON TANK BATTERY RAD MST       APPROX. 3.3 KM 3395519.7 |
 AU2957|---------------------------------------------------------------------|
 AU2957
 AU2957                          SUPERSEDED SURVEY CONTROL
 AU2957
 AU2957  NAD 83(1986)-  29 04 27.68228(N)    090 10 49.42389(W) AD(       ) 2
 AU2957  NAD 27      -  29 04 26.84600(N)    090 10 49.14600(W) AD(       ) 2
 AU2957
 AU2957.Superseded values are not recommended for survey control.
 AU2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2957.See file dsdata.txt to determine how the superseded data were derived.
 AU2957
 AU2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7449219507(NAD 83)
 AU2957_MARKER: DS = TRIANGULATION STATION DISK
 AU2957_SETTING: 0 = UNSPECIFIED SETTING
 AU2957
 AU2957  HISTORY     - Date     Condition        Report By
 AU2957  HISTORY     - 1955     MONUMENTED       CGS
 AU2957  HISTORY     - 1959     SEE DESCRIPTION  LOCENG
 AU2957  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AU2957
 AU2957                          STATION DESCRIPTION
 AU2957
 AU2957'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2957'THE STATION IS LOCATED IN THE GULF OF MEXICO, ABOUT 10 MILES,
 AU2957'AIRLINE, SOUTH-SOUTHEAST OF LEEVILLE, 3 MILES EAST-SOUTHEAST
 AU2957'OF BELLE PASS AND 1.5 MILE SOUTH OF THE MOUTH OF BAYOU FOURCHON,
 AU2957'ON THE CALIFORNIA CO. PLATFORM H, BLOCK 3, IN BLOCK 2 BAY
 AU2957'MARCHAND FIELD, LEASE NO. 1367.  THE PLATFORM IS APPROXIMATELY
 AU2957'30 FEET ABOVE THE WATER.
 AU2957'
 AU2957'THE STATION MARK, IN THE CENTER OF THE UPPER STEEL DECK BETWEEN
 AU2957'THE SKID BEAMS, 3 FEET WEST OF A 1 FOOT DROP IN THE DECK,
 AU2957'AND NEAR THE CENTER OF A 30 INCH STEEL PLATE, IS A STANDARD
 AU2957'DISK CEMENTED TO THE STEEL PLATE AND STAMPED CALIF 3 H 1955.
 AU2957'
 AU2957'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 18 INCHES
 AU2957'NORTH OF THE SOUTH EDGE OF THE PLATFORM AND 55 FEET WEST
 AU2957'OF THE SOUTHEAST CORNER.  A STANDARD DISK CEMENTED TO THE
 AU2957'STEEL DECK AND STAMPED CALIF 3 H NO 1 1955.
 AU2957'
 AU2957'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, IS 1 FOOT
 AU2957'EAST OF THE SOUTHWEST CORNER OF THE PLATFORM AND 8 INCHES
 AU2957'NORTH OF THE SOUTH EDGE.  A STANDARD DISK CEMENTED TO THE STEEL
 AU2957'PLATFORM AND STAMPED CALIF 3 H NO 2 1955.
 AU2957'
 AU2957'CHISEL MARKS IN THE STEEL ARE AROUND ALL MARKS AND A PUNCH
 AU2957'POINT IS AT THE CENTER OF THE STATION MARK.
 AU2957'
 AU2957'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 AU2957
 AU2957                          STATION RECOVERY (1959)
 AU2957
 AU2957'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AU2957'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 AU2957'
 AU2957'THE BRASS CAP MARKING THE STATION IS MISSING BUT THE CHISEL
 AU2957'MARKS ARE STILL VISIBLE.  THE STATION IS 8 FEET WEST OF A
 AU2957'1 FOOT DROP IN THE DECK INSTEAD OF 3 FEET AS ORIGINALLY
 AU2957'DESCRIBED.
 AU2957'
 AU2957'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED.
 AU2957'
 AU2957'REFERENCE MARK NO. 2 IS NOW UNDER A LARGE H BEAM AND WAS
 AU2957'NOT RECOVERED.
 AU2957
 AU2957                          STATION RECOVERY (1963)
 AU2957
 AU2957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU2957'THE STATION WAS RECOVERED BUT THE STATION MARK DISK HAS BEEN
 AU2957'REMOVED FROM THE STEEL PLATE.  REFERENCE MARK NO. 1 WAS RECOVERED
 AU2957'AND FOUND IN GOOD CONDITION, THE DISTANCE AND DIRECTION TO
 AU2957'STATION CHECKED AS SHOWN.  REFERENCE MARK NO. 2 WAS COVERED
 AU2957'BY A STEEL I BEAM WHEN A HELIPORT WAS ERECTED ON THE PLATFORM,
 AU2957'THEREFORE THE MARK COULD NOT BE USED.  REFERENCE MARK NO. 3
 AU2957'WAS ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 AU2957'FOLLOWS--STATION IS LOCATED IN THE GULF OF MEXICO, ON AN
 AU2957'OIL WELL PLATFORM OWNED BY THE CALIFORNIA OIL COMPANY,
 AU2957'PLATFORM H, BLOCK 3 OF THE BAY MARCHAND AREA, WHICH IS ABOUT
 AU2957'16 MILES SOUTHWEST OF THE VILLAGE OF GRAND ISLE, ABOUT 10
 AU2957'MILES SOUTH OF LEEVILLE AND 1.5 MILES SOUTH OF THE MOUTH OF
 AU2957'BAYOU FOURCHON.
 AU2957'
 AU2957'THE PLATFORM IS ABOUT 30 FEET ABOVE THE WATER AND THE WEST
 AU2957'1/2 OF THE PLATFORM IS 1 FOOT HIGHER THAN THE EAST 1/2 OF THE
 AU2957'PLATFORM.  THE STATION MARK IS A 1/4 INCH DRILL HOLE IN THE
 AU2957'CENTER OF A CHISELED TRIANGLE WITH A 1/4 INCH DRILL HOLE AT
 AU2957'EACH CORNER OF THE TRIANGLE, NEAR THE CENTER OF A 30-INCH
 AU2957'STEEL PLATE WHICH IS FLUSH WITH THE PLATFORM DECK AND IS STAMPED
 AU2957'CALIF 3 H 1955 1963.  IT IS 8 FEET WEST OF A 1 FOOT DROP IN
 AU2957'THE DECK, 30.8 FEET NORTH OF THE SOUTH EDGE OF THE PLATFORM,
 AU2957'30.5 FEET SOUTH OF THE NORTH EDGE OF THE PLATFORM, 79.7 FEET
 AU2957'EAST OF THE WEST END OF THE PLATFORM.
 AU2957'
 AU2957'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED TO THE TOP OF A
 AU2957'STEEL I BEAM AND IS STAMPED CALIF 3 H NO 1 1955.  IT IS 55
 AU2957'FEET WEST OF THE SOUTHEAST CORNER OF THE PLATFORM, 6.25 FEET
 AU2957'WEST OF THE EAST END OF THE I BEAM AND 0.36 FOOT NORTH OF
 AU2957'THE SOUTH EDGE OF THE PLATFORM.
 AU2957'
 AU2957'REFERENCE MARK NO. 3 IS A PUNCH HOLE IN THE TOP OF A STEEL
 AU2957'PIN, SURROUNDED BY 3-1/4 INCH DRILL HOLES WHICH FORM A TRIANGLE,
 AU2957'IN THE TOP OF THE STEEL DECK AND IS STAMPED R.M. 3.  IT IS
 AU2957'79 FEET EAST OF THE WEST END OF THE PLATFORM, 8.8 FEET WEST
 AU2957'OF THE 1 FOOT DROP IN THE PLATFORM AND 2.95 FEET SOUTH OF
 AU2957'THE NORTH EDGE OF THE PLATFORM.
 AU2957'
 AU2957'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2956 ***********************************************************************
 AU2956  DESIGNATION -  CALIF 3 K
 AU2956  PID         -  AU2956
 AU2956  STATE/COUNTY-  LA/LAFOURCHE
 AU2956  USGS QUAD   -  BELLE PASS (1994)
 AU2956
 AU2956                         *CURRENT SURVEY CONTROL
 AU2956  ___________________________________________________________________
 AU2956* NAD 83(1992)-  29 02 50.59680(N)    090 09 45.80235(W)     ADJUSTED  
 AU2956* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2956  **This station is located in a subsidence area (see below).
 AU2956  ___________________________________________________________________
 AU2956  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AU2956  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AU2956
 AU2956  HORZ ORDER  -  SECOND
 AU2956
 AU2956.The horizontal coordinates were established by classical geodetic methods
 AU2956.and adjusted by the National Geodetic Survey in January 1993..
 AU2956
 AU2956 ** The orthometric height has not been validated since last determined
 AU2956 ** by differential leveling and should not be used for control purposes.
 AU2956 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2956 ** area with valid NAVD 88 orthometric heights.
 AU2956 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2956 ** epoch indicated which incorporates improved geoid heights for the
 AU2956 ** Southern Louisiana Subsidence area.
 AU2956 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2956.The orthometric height was scaled from a topographic map.
 AU2956
 AU2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2956
 AU2956.The geoid height was determined by GEOID03.
 AU2956
 AU2956;                    North         East     Units Scale Factor Converg.
 AU2956;SPC LA S     -    61,260.028 1,114,016.148   MT  1.00006307   +0 35 07.2
 AU2956;SPC LA S     -   200,983.94  3,654,901.31   sFT  1.00006307   +0 35 07.2
 AU2956;UTM  15      - 3,216,558.979   776,284.568   MT  1.00054207   +1 22 42.5
 AU2956
 AU2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2956!SPC LA S     -   1.00000372  x   1.00006307  =   1.00006679
 AU2956!UTM  15      -   1.00000372  x   1.00054207  =   1.00054580
 AU2956
 AU2956|---------------------------------------------------------------------|
 AU2956| PID    Reference Object                     Distance      Geod. Az  |
 AU2956|                                                           dddmmss.s |
 AU2956| DD6436 CALIF 3 K RM 1                        5.324 METERS 07046     |
 AU2956| DD6438 CALIF 3 K RM 3                       11.204 METERS 07540     |
 AU2956| DD6439 CALIF 3 K RM 4                       11.908 METERS 12557     |
 AU2956| DD6437 CALIF 3 K RM 2                        7.056 METERS 17705     |
 AU2956| AU2957 CALIF 3 H                           APPROX. 3.4 KM 3300424.3 |
 AU2956| AU2959 FOURCHON TANK BATTERY RAD MST       APPROX. 6.8 KM 3345539.1 |
 AU2956|---------------------------------------------------------------------|
 AU2956
 AU2956                          SUPERSEDED SURVEY CONTROL
 AU2956
 AU2956  NAD 83(1986)-  29 02 50.61214(N)    090 09 45.81510(W) AD(       ) 2
 AU2956  NAD 27      -  29 02 49.77000(N)    090 09 45.53900(W) AD(       ) 2
 AU2956
 AU2956.Superseded values are not recommended for survey control.
 AU2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2956.See file dsdata.txt to determine how the superseded data were derived.
 AU2956
 AU2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7628516559(NAD 83)
 AU2956_MARKER: DS = TRIANGULATION STATION DISK
 AU2956_SETTING: 0 = UNSPECIFIED SETTING
 AU2956
 AU2956  HISTORY     - Date     Condition        Report By
 AU2956  HISTORY     - 1955     MONUMENTED       CGS
 AU2956  HISTORY     - 1959     SEE DESCRIPTION  LOCENG
 AU2956  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AU2956
 AU2956                          STATION DESCRIPTION
 AU2956
 AU2956'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2956'THE STATION IS IN THE GULF OF MEXICO ABOUT 4.5 MILES SOUTHEAST
 AU2956'OF BELLE PASS, 3.5 MILES SOUTH-SOUTHEAST OF BAYOU FOURCHON, ON
 AU2956'CALIFORNIA BAY MARCHAND OIL FIELD, STATE LEASE NO. 3678 BLOCK
 AU2956'3, STRUCTURE K.
 AU2956'
 AU2956'THE STATION MARK, NEAR THE NORTHWEST CORNER OF THE MAIN DECK
 AU2956'OF THE PLATFORM, 16.2 FEET EAST OF THE WEST EDGE OF THE
 AU2956'PLATFORM, 2.6 FEET SOUTH OF THE NORTH EDGE OF THE PLATFORM,
 AU2956'1.9 FEET WEST OF THE NORTHWEST CORNER OF A LADDER WELL, IS
 AU2956'A STANDARD DISK CEMENTED TO THE STEEL DECK OF THE PERMANENT
 AU2956'PLATFORM.  THE DISK IS STAMPED CALIF 3 K 1955.
 AU2956'
 AU2956'REFERENCE MARK NO. 1, EAST OF THE STATION, 5.95 FEET EAST OF
 AU2956'THE NORTHEAST CORNER OF A LADDER WELL, 1.98 FEET SOUTH OF THE
 AU2956'NORTH EDGE OF THE PLATFORM, IS A STANDARD DISK CEMENTED TO
 AU2956'THE STEEL DECK.  THE DISK IS STAMPED CALIF 3 K NO 1 1955.
 AU2956'
 AU2956'REFERENCE MARK NO. 2, SOUTH OF THE STATION, 10.4 FEET EAST OF
 AU2956'THE WEST EDGE OF THE PLATFORM, 2 FEET SOUTHEAST OF THE NORTH
 AU2956'STORAGE TANK, 1 FOOT NORTHEAST OF THE SOUTH STORAGE TANK,
 AU2956'IS A STANDARD DISK CEMENTED TO THE STEEL DECK.  THE DISK IS
 AU2956'STAMPED CALIF. 3 K NO 2 1955.
 AU2956
 AU2956                          STATION RECOVERY (1959)
 AU2956
 AU2956'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AU2956'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 AU2956'
 AU2956'THE BRASS CAP MARKING THE STATION IS MISSING AND IN ITS PLACE
 AU2956'A STUD AND DISC HAVE BEEN SET WITH A RAM SET GUN.  THE LADDER
 AU2956'REFERRED TO IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED AND
 AU2956'THE LADDER WELL COVERED BY A WAFFLE IRON PLATE.  THE LADDER
 AU2956'WELL, HOWEVER, CAN BE IDENTIFIED.
 AU2956'
 AU2956'THE BRASS CAP MARKING REF. MK. NO. 1 IS MISSING.  THERE IS
 AU2956'SOME MACHINERY OVER THIS POINT AND IT CANNOT BE OCCUPIED.
 AU2956'
 AU2956'REFERENCE MARK NO. 2 IS UNDER A BUILDING HOUSING A COMPRESSOR
 AU2956'AND CANNOT BE OCCUPIED.  STORAGE TANKS REFERRED TO IN ORIGINAL
 AU2956'DESCRIPTION ARE GONE.
 AU2956
 AU2956                          STATION RECOVERY (1963)
 AU2956
 AU2956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU2956'STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED.
 AU2956'STATION MARK DISK IS NO LONGER THERE.  A 1/4 INCH BOLT HAS
 AU2956'BEEN SET IN THE SAME HOLE THAT THE STATION MARK DISK SHANK
 AU2956'WAS IN.
 AU2956'
 AU2956'REFERENCE MARK NUMBER 1 COULD NOT BE FOUND.
 AU2956'
 AU2956'REFERENCE MARK NUMBER 2 IS INSIDE A BUILDING THAT HOUSES
 AU2956'SOME LARGE COMPRESSORS.  THE TOP OF THE BUILDING IS USED FOR
 AU2956'A HELIPORT DECK.
 AU2956'
 AU2956'REFERENCE MARKS 3 AND 4 HAVE BEEN ESTABLISHED.
 AU2956'
 AU2956'STATION MARK AND REFERENCE MARKS 3 AND 4 WERE TRANSPOSED UP
 AU2956'ON THE HELIPORT DECK AND OBSERVATIONS WERE MADE FROM THE
 AU2956'HELIPORT DECK.
 AU2956'
 AU2956'DESCRIPTION OF THE TWO NEW REFERENCE MARKS AND MEASUREMENTS
 AU2956'TO THE STATION AND REFERENCE MARKS FOLLOW.
 AU2956'
 AU2956'STATION MARK IS 2.5 FEET SOUTH OF THE NORTH EDGE OF THE MAIN
 AU2956'PLATFORM DECK, 16 FEET EAST OF THE WEST EDGE OF THE DECK,
 AU2956'16.2 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE DECK
 AU2956'AND 40.5 FEET WEST OF THE EAST EDGE OF THE DECK.
 AU2956'
 AU2956'REFERENCE MARK NUMBER 3 IS MARKED BY A DRILL HOLE, IN THE
 AU2956'CENTER OF 3 DRILL HOLES, STAMPED R.M. 3.  CENTER DRILL HOLE HAS
 AU2956'A CHISELED ARROW THROUGH ITS CENTER AND IS POINTING TOWARD
 AU2956'THE STATION MARK.  IT IS 3.7 FEET WEST OF EAST EDGE OF THE
 AU2956'MAIN DECK, 4.5 FEET SOUTH OF THE NORTH EDGE OF THE DECK 1.3
 AU2956'FEET NORTHEAST OF A 1/4 INCH BOLT WHICH IS ATTACHED TO THE
 AU2956'DECK.
 AU2956'
 AU2956'REFERENCE MARK NUMBER 4 IS MARKED BY A DRILL HOLE, IN THE CENTER
 AU2956'OF 3 DRILL HOLES, STAMPED R.M. 4.  CENTER DRILL HOLE HAS A
 AU2956'CHISELED ARROW THROUGH ITS CENTER AND IS POINTING TOWARD THE
 AU2956'STATION MARK.  IT IS 17 FEET WEST OF THE EAST EDGE OF THE MAIN
 AU2956'DECK, 33.8 FEET SOUTH OF THE NORTH EDGE OF THE DECK AND
 AU2956'9 FEET EAST OF THE EAST SIDE OF THE BUILDING WHICH HOUSES THE
 AU2956'LARGE COMPRESSORS.
 AU2956'
 AU2956'THE HELIPORT DECK MEASURES ABOUT 54 X 54 FEET AND IS ABOUT 23
 AU2956'FEET HIGHER THAN THE STATION MARK OR MAIN DECK.
 AU2956'
 AU2956'STATION MARK OR MAIN DECK IS ABOUT 39 FEET ABOVE THE WATER.
 AU2956'
 AU2956'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1097 ***********************************************************************
 AT1097  DESIGNATION -  CALIF BAT 1
 AT1097  PID         -  AT1097
 AT1097  STATE/COUNTY-  LA/PLAQUEMINES
 AT1097  USGS QUAD   -  COQUILLE POINT (1993)
 AT1097
 AT1097                         *CURRENT SURVEY CONTROL
 AT1097  ___________________________________________________________________
 AT1097* NAD 83(1992)-  29 27 37.38527(N)    089 25 00.23773(W)     ADJUSTED  
 AT1097* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1097  **This station is located in a subsidence area (see below).
 AT1097  ___________________________________________________________________
 AT1097  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AT1097  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AT1097
 AT1097  HORZ ORDER  -  SECOND
 AT1097
 AT1097.The horizontal coordinates were established by classical geodetic methods
 AT1097.and adjusted by the National Geodetic Survey in January 1993..
 AT1097
 AT1097 ** The orthometric height has not been validated since last determined
 AT1097 ** by differential leveling and should not be used for control purposes.
 AT1097 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1097 ** area with valid NAVD 88 orthometric heights.
 AT1097 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1097 ** epoch indicated which incorporates improved geoid heights for the
 AT1097 ** Southern Louisiana Subsidence area.
 AT1097 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1097.The orthometric height was scaled from a topographic map.
 AT1097
 AT1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1097
 AT1097.The geoid height was determined by GEOID03.
 AT1097
 AT1097;                    North         East     Units Scale Factor Converg.
 AT1097;SPC LA S     -   108,009.494 1,185,903.671   MT  0.99996993   +0 57 30.0
 AT1097;SPC LA S     -   354,361.15  3,890,752.29   sFT  0.99996993   +0 57 30.0
 AT1097;UTM  16      - 3,261,426.034   265,624.893   MT  1.00027785   -1 11 20.9
 AT1097
 AT1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1097!SPC LA S     -   1.00000384  x   0.99996993  =   0.99997377
 AT1097!UTM  16      -   1.00000384  x   1.00027785  =   1.00028169
 AT1097
 AT1097|---------------------------------------------------------------------|
 AT1097| PID    Reference Object                     Distance      Geod. Az  |
 AT1097|                                                           dddmmss.s |
 AT1097| DD6441 CALIF BAT 1 RM 2                      4.090 METERS 13921     |
 AT1097| AT1094 TRIUMPH GULF RADIO MAST             APPROX.15.5 KM 2110515.2 |
 AT1097| AT1119 BURAS MUNICIPAL TANK                APPROX.15.8 KM 2223419.6 |
 AT1097| DD6440 CALIF BAT 1 RM 1                      4.232 METERS 34557     |
 AT1097|---------------------------------------------------------------------|
 AT1097
 AT1097                          SUPERSEDED SURVEY CONTROL
 AT1097
 AT1097  NAD 83(1986)-  29 27 37.39136(N)    089 25 00.24440(W) AD(       ) 2
 AT1097  NAD 27      -  29 27 36.61300(N)    089 25 00.04200(W) AD(       ) 2
 AT1097
 AT1097.Superseded values are not recommended for survey control.
 AT1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1097.See file dsdata.txt to determine how the superseded data were derived.
 AT1097
 AT1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6562561426(NAD 83)
 AT1097_MARKER: DS = TRIANGULATION STATION DISK
 AT1097_SETTING: 0 = UNSPECIFIED SETTING
 AT1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1097
 AT1097  HISTORY     - Date     Condition        Report By
 AT1097  HISTORY     - 1955     MONUMENTED       CGS
 AT1097  HISTORY     - 1959     GOOD             LOCSUR
 AT1097  HISTORY     - 1959     GOOD             CGS
 AT1097  HISTORY     - 1981     GOOD             WESGEO
 AT1097
 AT1097                          STATION DESCRIPTION
 AT1097
 AT1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1097'THE STATION IS LOCATED IN BRETON SOUND, ABOUT 10 MILES NORTHEAST OF
 AT1097'BURAS, ABOUT 7.5
 AT1097'MILES NORTHWEST OF BIRD ISLAND, AND ABOUT 2 MILES
 AT1097'NORTHEAST OF HOG ISLAND, IN THE
 AT1097'VICINITY OF BATTLEDORE REEF, ON A
 AT1097'CONCRETE PLATFORM DESIGNATED AS CALIFORNIA BATTERY
 AT1097'NO.  1.  THIS IS
 AT1097'ONE OF FOUR PLATFORMS IN THE VICINITY AND IS OCCUPIED BY THE
 AT1097'CALIFORNIA CO.
 AT1097'AND THE GULF OIL CO.
 AT1097'
 AT1097'THE STATION MARK, NEAR THE SOUTHWEST CORNER OF THE PLATFORM, IS 11.1
 AT1097'FEET SOUTH OF THE
 AT1097'APPROXIMATE CENTER OF THE PAINT SHOP, 7.2 FEET
 AT1097'NORTH OF THE SOUTH EDGE OF THE
 AT1097'PLATFORM, AND 6.2 FEET EAST OF THE
 AT1097'WEST EDGE OF THE PLATFORM.  A STANDARD DISK SET
 AT1097'LEVEL WITH THE
 AT1097'CONCRETE FLOOR AND STAMPED CALIF.  BAT.  NO .1 1955.
 AT1097'
 AT1097'REFERENCE MARK NO.1, NORTH-NORTHWEST OF THE STATION, IS CEMENTED
 AT1097'LEVEL WITH THE
 AT1097'SURFACE IN THE RAILING ALONG THE WEST END OF THE
 AT1097'PLATFORM AND IS 1 FOOT WEST OF
 AT1097'THE SOUTHWEST CORNER OF THE PAINT
 AT1097'SHOP.  A STANDARD DISK STAMPED CALIF.  BAT.  NO.
 AT1097'1 NO.  1 1955.
 AT1097'
 AT1097'REFERENCE MARK NO.2, SOUTHEAST OF THE STATION, IS CEMENTED LEVEL WITH
 AT1097'THE SURFACE IN THE
 AT1097'RAILING ALONG THE SOUTH SIDE OF THE PLATFORM AND
 AT1097'IS 20 FEET EAST OF THE SOUTHWEST
 AT1097'CORNER OF THE PLATFORM.  A STANDARD
 AT1097'DISK STAMPED CALIF.  BAT.  NO.1 NO.2 1955.
 AT1097'
 AT1097'NOTE--ALL MARKS ARE SET IN DRILL HOLES
 AT1097'IN THE CONCRETE FLOOR AND RAILING.
 AT1097'
 AT1097'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 AT1097
 AT1097                          STATION RECOVERY (1959)
 AT1097
 AT1097'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 AT1097'RECOVERED BY CALIF. CO.
 AT1097'
 AT1097'THE STATION MARK WAS RECOVERED BUT CERTAIN EQUIPMENT HAS BEEN ERECTED
 AT1097'OVER IT AND IT
 AT1097'CANNOT BE OCCUPIED.
 AT1097'
 AT1097'REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN GOOD CONDITION,
 AT1097'HOWEVER, WITHOUT A
 AT1097'TOWER THERE IS VISIBILITY ONLY TO SOUTH AND WEST
 AT1097'DUE TO MACHINERY AND TANKS.
 AT1097
 AT1097                          STATION RECOVERY (1959)
 AT1097
 AT1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1097'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 AT1097'CONDITION AS
 AT1097'DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 AT1097
 AT1097                          STATION RECOVERY (1981)
 AT1097
 AT1097'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1981 (MH)
 AT1097'CALIF. BAT. NO. 1 RECOVERED GOOD, CANNOT BE OCCUPIED WITH A
 AT1097'STANDARD TRIPOD DO TO HEAVY EQUIPMENT HAS BEEN MOVED OVER POINT.
 AT1097'
 AT1097'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 M. N.E. OF BURAS,
 AT1097'LOCATED IN BRETON SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1048 ***********************************************************************
 AT1048  DESIGNATION -  CALIF BLK 24
 AT1048  PID         -  AT1048
 AT1048  STATE/COUNTY-  LA/PLAQUEMINES
 AT1048  USGS QUAD   -  DIXON BAY (1971)
 AT1048
 AT1048                         *CURRENT SURVEY CONTROL
 AT1048  ___________________________________________________________________
 AT1048* NAD 83(1992)-  29 02 22.47554(N)    089 19 39.68926(W)     ADJUSTED  
 AT1048* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1048  ___________________________________________________________________
 AT1048  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AT1048  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AT1048
 AT1048  HORZ ORDER  -  SECOND
 AT1048
 AT1048.The horizontal coordinates were established by classical geodetic methods
 AT1048.and adjusted by the National Geodetic Survey in January 1993..
 AT1048
 AT1048.The orthometric height was scaled from a topographic map.
 AT1048
 AT1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1048
 AT1048.The geoid height was determined by GEOID03.
 AT1048
 AT1048;                    North         East     Units Scale Factor Converg.
 AT1048;SPC LA S     -    61,521.489 1,195,355.851   MT  1.00006532   +1 00 10.2
 AT1048;SPC LA S     -   201,841.75  3,921,763.32   sFT  1.00006532   +1 00 10.2
 AT1048;UTM  16      - 3,214,606.102   273,336.217   MT  1.00023403   -1 07 49.4
 AT1048
 AT1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1048!SPC LA S     -   1.00000373  x   1.00006532  =   1.00006905
 AT1048!UTM  16      -   1.00000373  x   1.00023403  =   1.00023776
 AT1048
 AT1048|---------------------------------------------------------------------|
 AT1048| PID    Reference Object                     Distance      Geod. Az  |
 AT1048|                                                           dddmmss.s |
 AT1048| DD6443 CALIF BLK 24 RM 1                    15.380 METERS 05908     |
 AT1048| AT1028 GARDEN ISLAND FREEPORT CO TANK      APPROX.14.2 KM 0653558.6 |
 AT1048| DD6442 CALIF BLK 24 AZ MK                                 1151906.5 |
 AT1048| AT1049 SOUTHWEST PASS LIGHT 18             APPROX. 1.9 KM 2015011.5 |
 AT1048| DD6444 CALIF BLK 24 RM 2                     7.925 METERS 20736     |
 AT1048| AT0829 BURRWOOD TOWN WATER TANK            APPROX.10.3 KM 2124839.8 |
 AT1048| DD6446 CALIF BLK 24 RM 4                    16.847 METERS 30543     |
 AT1048| DD6445 CALIF BLK 24 RM 3                    17.136 METERS 30559     |
 AT1048|---------------------------------------------------------------------|
 AT1048
 AT1048                          SUPERSEDED SURVEY CONTROL
 AT1048
 AT1048  NAD 83(1986)-  29 02 22.48074(N)    089 19 39.70294(W) AD(       ) 2
 AT1048  NAD 27      -  29 02 21.66000(N)    089 19 39.50800(W) AD(       ) 2
 AT1048
 AT1048.Superseded values are not recommended for survey control.
 AT1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1048.See file dsdata.txt to determine how the superseded data were derived.
 AT1048
 AT1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7333614606(NAD 83)
 AT1048_MARKER: DS = TRIANGULATION STATION DISK
 AT1048_SETTING: 0 = UNSPECIFIED SETTING
 AT1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1048
 AT1048  HISTORY     - Date     Condition        Report By
 AT1048  HISTORY     - 1955     MONUMENTED       CGS
 AT1048  HISTORY     - 1959     GOOD             LOCSUR
 AT1048  HISTORY     - 1963     GOOD             CGS
 AT1048  HISTORY     - 1965     GOOD             CGS
 AT1048  HISTORY     - 1970     GOOD             NGS
 AT1048
 AT1048                          STATION DESCRIPTION
 AT1048
 AT1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1048'THE STATION IS LOCATED ABOUT 16 MILES SOUTH OF VENICE, 6.5 MILES
 AT1048'NORTHEAST OF BURRWOOD,
 AT1048'0.5 MILE SOUTHWEST OF THE OUTLET OF DOUBLE BAYOU, AND ON
 AT1048'THE NORTHWEST SIDE OF SOUTHWEST
 AT1048'PASS AT THE SITE OF THE CALIFORNIA
 AT1048'OIL COMPANYS BLOCK 24 WORKINGS.
 AT1048'
 AT1048'THE STATION MARK, A STANDARD DISK SET IN A DRILL HOLE AT THE EAST
 AT1048'EDGE OF A CONCRETE
 AT1048'TANK PLATFORM, IS 49 FEET NORTH OF THE SOUTH EDGE
 AT1048'OF THE PLATFORM, 27 FEET SOUTH OF THE
 AT1048'NORTH EDGE OF THE PLATFORM, AND
 AT1048'5 FEET WEST OF THE EAST EDGE OF THE PLATFORM.  THE DISK
 AT1048'IS STAMPED
 AT1048'CALIF BLK 24 1955.
 AT1048'
 AT1048'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILL HOLE AT THE
 AT1048'NORTHEAST CORNER OF A
 AT1048'CONCRETE SEPARATOR PLATFORM, IS 3 FEET SOUTH OF THE NORTH
 AT1048'EDGE OF THE PLATFORM AND 3
 AT1048'FEET WEST OF THE EAST EDGE OF THE
 AT1048'PLATFORM.  THE DISK IS STAMPED CALIF BLK 24
 AT1048'NO 1 1955.
 AT1048'
 AT1048'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A DRILL HOLE IN THE
 AT1048'CONCRETE TANK
 AT1048'PLATFORM, IS 2 FEET WEST OF THE EAST EDGE OF THE
 AT1048'PLATFORM AND 2 FEET NORTH OF THE
 AT1048'SOUTH EDGE OF THE PLATFORM.  THE
 AT1048'DISK IS STAMPED CALIF BLK 24 NO 2 1955.
 AT1048'
 AT1048'REFERENCE MARK NO. 3, A STANDARD DISK CEMENTED TO THE SURFACE OF A
 AT1048'CATWALK 20 FEET
 AT1048'ABOVE THE CONCRETE TANK PLATFORM, IS 39 FEET NORTH OF
 AT1048'THE SOUTH END OF THE CATWALK, 2
 AT1048'FEET WEST OF THE EAST EDGE OF THE
 AT1048'CATWALK, AND 3 INCHES EAST OF THE WEST EDGE OF THE
 AT1048'CATWALK.  THE DISK
 AT1048'IS STAMPED CALIF BLK 24 NO 3 1955.
 AT1048'
 AT1048'REFERENCE MARK NO. 4, A CROSS CHISELED IN THE SURFACE OF THE CATWALK,
 AT1048'IS 38.5 FEET NORTH
 AT1048'OF THE SOUTH END OF THE CATWALK, 14 INCHES EAST OF
 AT1048'THE WEST EDGE OF THE ABOVE MENTIONED
 AT1048'CATWALK, AND 13 INCHES WEST OF
 AT1048'THE EAST EDGE OF THE CATWALK.
 AT1048'
 AT1048'THE AZIMUTH MARK, A STANDARD DISK SET IN A DRILL HOLE AT THE
 AT1048'NORTHWEST CORNER OF
 AT1048'CONCRETE SEPARATOR PLATFORM, IS 2 FEET SOUTH OF THE
 AT1048'NORTHWEST CORNER.  THE DISK
 AT1048'IS STAMPED CALIF BLK 24 1955.  THIS
 AT1048'PLATFORM IS OWNED BY THE CALIFORNIA OIL
 AT1048'COMPANY AND IS ON THE
 AT1048'SOUTHEAST SIDE OF SOUTHWEST PASS.
 AT1048
 AT1048                          STATION RECOVERY (1959)
 AT1048
 AT1048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 AT1048'RECOVERED BY CALIFORNIA OIL CO.
 AT1048'
 AT1048'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS. 1, 2 AND 4 WERE
 AT1048'RECOVERED AS
 AT1048'DESCRIBED AND IN GOOD CONDITION.
 AT1048'
 AT1048'THE DISK MARKING REFERENCE MARK NO. 3 IS MISSING, HOWEVER THE CEMENT
 AT1048'OUTLINE OF THE
 AT1048'DISK IS IN PLACE.  THE DESCRIPTION IS OTHERWISE
 AT1048'ADEQUATE.
 AT1048'
 AT1048'DUE TO LOCATION OF TANKS ON THE PLATFORM, VISIBILITY FROM THE STATION
 AT1048'IS LIMITED TO
 AT1048'EASTERLY AND SOUTHEASTERLY DIRECTION.  VISIBILITY IS
 AT1048'GOOD FROM REFERENCE MARKS NOS.
 AT1048'3 AND 4.  REFERENCE MARK NO.  4 IS
 AT1048'NEARER THE CENTER OF THE CATWALK AND MAKES THE
 AT1048'BETTER SET-UP FOR THE
 AT1048'TRANSIT.
 AT1048
 AT1048                          STATION RECOVERY (1963)
 AT1048
 AT1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT1048'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND ARE IN GOOD
 AT1048'CONDITION.
 AT1048'
 AT1048'REFERENCE MARKS 3 AND 4 COULD NOT BE LOCATED.
 AT1048'
 AT1048'REFERENCE MARK NUMBER 1 IS OBSTRUCTED FROM THE STATION MARK, BY STEEL
 AT1048'STORAGE TANKS AND
 AT1048'PIPE.
 AT1048'
 AT1048'AZIMUTH MARK WAS NOT VISITED AT THIS TIME.
 AT1048
 AT1048                          STATION RECOVERY (1965)
 AT1048
 AT1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1048'THE STATION MARK AND REFERENCE MARKS 1,2 AND 4 WERE RECOVERED IN GOOD
 AT1048'CONDITION.
 AT1048'REFERENCE MARK 3 HAS BEEN DESTROYED.  THE 1955
 AT1048'DESCRIPTION IS ADEQUATE.
 AT1048
 AT1048                          STATION RECOVERY (1970)
 AT1048
 AT1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1008 ***********************************************************************
 AT1008  DESIGNATION -  CALIF D RESET
 AT1008  PID         -  AT1008
 AT1008  STATE/COUNTY-  LA/PLAQUEMINES
 AT1008  USGS QUAD   -  BRETON ISLANDS SE (1992)
 AT1008
 AT1008                         *CURRENT SURVEY CONTROL
 AT1008  ___________________________________________________________________
 AT1008* NAD 83(1992)-  29 16 26.56865(N)    089 01 38.65998(W)     ADJUSTED  
 AT1008* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1008  ___________________________________________________________________
 AT1008  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AT1008  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AT1008
 AT1008  HORZ ORDER  -  SECOND
 AT1008
 AT1008.The horizontal coordinates were established by classical geodetic methods
 AT1008.and adjusted by the National Geodetic Survey in January 1993..
 AT1008
 AT1008.The orthometric height was scaled from a topographic map.
 AT1008
 AT1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1008
 AT1008.The geoid height was determined by GEOID03.
 AT1008
 AT1008;                    North         East     Units Scale Factor Converg.
 AT1008;SPC LA S     -    88,055.677 1,224,077.997   MT  1.00000559   +1 09 10.8
 AT1008;SPC LA S     -   288,896.00  4,015,995.90   sFT  1.00000559   +1 09 10.8
 AT1008;UTM  16      - 3,240,052.775   303,032.347   MT  1.00007875   -0 59 30.1
 AT1008
 AT1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1008!SPC LA S     -   1.00000381  x   1.00000559  =   1.00000940
 AT1008!UTM  16      -   1.00000381  x   1.00007875  =   1.00008256
 AT1008
 AT1008|---------------------------------------------------------------------|
 AT1008| PID    Reference Object                     Distance      Geod. Az  |
 AT1008|                                                           dddmmss.s |
 AT1008| DD6450 CALIF D RM 4                         11.745 METERS 00133     |
 AT1008| DD6449 CALIF D RM 3                         14.848 METERS 07754     |
 AT1008| DD6448 CALIF D RM 2                          8.746 METERS 09554     |
 AT1008| AT1038 OCTAVE                              APPROX.15.5 KM 2564705.4 |
 AT1008| DD6447 CALIF D RM 1                          9.730 METERS 26231     |
 AT1008|---------------------------------------------------------------------|
 AT1008
 AT1008                          SUPERSEDED SURVEY CONTROL
 AT1008
 AT1008  NAD 83(1986)-  29 16 26.57016(N)    089 01 38.66970(W) AD(       ) 2
 AT1008  NAD 27      -  29 16 25.77800(N)    089 01 38.50800(W) AD(       ) 2
 AT1008
 AT1008.Superseded values are not recommended for survey control.
 AT1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1008.See file dsdata.txt to determine how the superseded data were derived.
 AT1008
 AT1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT0303240053(NAD 83)
 AT1008_MARKER: DS = TRIANGULATION STATION DISK
 AT1008_SETTING: 0 = UNSPECIFIED SETTING
 AT1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1008
 AT1008  HISTORY     - Date     Condition        Report By
 AT1008  HISTORY     - 1955     MONUMENTED       CGS
 AT1008  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AT1008
 AT1008                          STATION DESCRIPTION
 AT1008
 AT1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1008'THE STATION IS NEAR THE NORTHEAST TIP OF THE MISSISSIPPI RIVER DELTA,
 AT1008'10.5 MILES
 AT1008'EAST-SOUTHEAST OF MAIN PASS OUTLET, 5 MILES NORTH OF PASS
 AT1008'A LOUTRE OUTLET, ON
 AT1008'CALIFORNIA OIL COMPANY MAIN PASS BLOCK 69 FIELD,
 AT1008'BLOCK 69, STRUCTURE D.
 AT1008'
 AT1008'THE STATION MARK, NEAR THE CENTER OF THE SOUTH SIDE OF THE PERMANENT
 AT1008'PLATFORM, 28.3
 AT1008'FEET WEST OF THE WEST EDGE OF A LADDER WELL, 4 FEET
 AT1008'NORTH OF THE SOUTH EDGE OF THE
 AT1008'PLATFORM, 3.1 FEET SOUTHWEST OF THE
 AT1008'SOUTHWEST CORNER OF A 2 FOOT SQUARE BASE PLATE, 3
 AT1008'FEET SOUTH OF THE
 AT1008'SOUTHEAST CORNER OF A BASE PLATE, 2.38 FEET EAST OF THE WEST EDGE OF
 AT1008'THE MAIN DECK
 AT1008'PLATE, IS A STANDARD DISK CEMENTED TO THE MAIN DECK
 AT1008'PLATE AND STAMPED CALIF D 1955.
 AT1008'
 AT1008'REFERENCE MARK NO. 1, WEST OF THE STATION, NEAR THE SOUTHWEST CORNER
 AT1008'OF THE STRUCTURE,
 AT1008'2 FEET NORTH OF THE SOUTH EDGE OF THE PLATFORM, 2
 AT1008'FEET EAST OF A FLASHING LIGHT, IS A
 AT1008'STANDARD DISK CEMENTED TO THE
 AT1008'SURFACE OF A MAIN STRUCTURAL BEAM AND IS STAMPED CALIF
 AT1008'D NO 1 1955.
 AT1008'
 AT1008'REFERENCE MARK NO. 2, EAST OF THE STATION, NEAR THE SOUTH EDGE OF THE
 AT1008'MAIN DECK PLATE, 6
 AT1008'INCHES WEST OF THE WEST EDGE OF A LADDER WELL, 3
 AT1008'INCHES NORTH OF A STANCHION, IS A
 AT1008'STANDARD DISK CEMENTED TO THE MAIN
 AT1008'DECK PLATE AND IS STAMPED CALIF D NO 2 1955.
 AT1008'
 AT1008'NOTE, THE DECK PLATE UNDER THE STATION MARK WAS MARKED WITH A PUNCH
 AT1008'MARK AND AN
 AT1008'OUTLINE OF THE DISK WAS PUNCHED AROUND IT.
 AT1008
 AT1008                          STATION RECOVERY (1963)
 AT1008
 AT1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT1008'STATION CENTER POINT WAS RECOVERED.  THE DISK HAD BEEN REMOVED.
 AT1008'STATION HAS BEEN
 AT1008'REMARKED BY 3 DRILL HOLES AROUND THE CENTER HOLE AND
 AT1008'CHISELED TO FORM A
 AT1008'TRIANGLE, STAMPED CALIF D 1955 1963.
 AT1008'
 AT1008'REFERENCE MARKS 1 AND 2 COULD NOT BE LOCATED.  REFERENCE MARKS 3 AND
 AT1008'4 HAVE BEEN
 AT1008'ESTABLISHED.
 AT1008'
 AT1008'REFERENCE MARK NUMBER 3 IS MARKED BY A DRILL HOLE, IN THE CENTER OF 3
 AT1008'DRILL HOLES,
 AT1008'STAMPED RM 3.  CENTER DRILL HOLE HAS A CHISELED ARROW
 AT1008'THROUGH ITS CENTER THAT POINTS
 AT1008'TOWARD THE STATION MARK.  IT IS 13.5
 AT1008'FEET NORTH OF THE SOUTH EDGE OF THE PLATFORM
 AT1008'DECK, 13.9 FEET
 AT1008'NORTHEAST OF THE TOP OF A STAIRWELL AND 39.6 FEET
 AT1008'SOUTH-SOUTHEAST OF
 AT1008'A STAIRWELL.
 AT1008'
 AT1008'REFERENCE MARK NUMBER 4 IS MARKED BY A DRILL HOLE, IN THE CENTER OF 3
 AT1008'DRILL HOLES,
 AT1008'STAMPED RM 4.  CENTER DRILL HOLE HAS A CHISELED ARROW
 AT1008'THROUGH ITS CENTER THAT POINTS
 AT1008'TOWARD THE STATION MARK.  IT IS 4 FEET
 AT1008'EAST OF THE WEST EDGE, 13.6 FEET SOUTH OF THE
 AT1008'NORTH EDGE OF THE DECK
 AT1008'AND 28.3 FEET WEST-SOUTHWEST OF A STAIRWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1007 ***********************************************************************
 AT1007  DESIGNATION -  CALIF E
 AT1007  PID         -  AT1007
 AT1007  STATE/COUNTY-  LA/PLAQUEMINES
 AT1007  USGS QUAD   -  BRETON ISLANDS SE (1992)
 AT1007
 AT1007                         *CURRENT SURVEY CONTROL
 AT1007  ___________________________________________________________________
 AT1007* NAD 83(1992)-  29 15 12.53205(N)    089 03 23.38865(W)     ADJUSTED  
 AT1007* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1007  ___________________________________________________________________
 AT1007  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AT1007  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AT1007
 AT1007  HORZ ORDER  -  THIRD
 AT1007
 AT1007.The horizontal coordinates were established by classical geodetic methods
 AT1007.and adjusted by the National Geodetic Survey in January 1993..
 AT1007
 AT1007.The orthometric height was scaled from a topographic map.
 AT1007
 AT1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1007
 AT1007.The geoid height was determined by GEOID03.
 AT1007
 AT1007;                    North         East     Units Scale Factor Converg.
 AT1007;SPC LA S     -    85,720.072 1,221,296.722   MT  1.00001017   +1 08 18.4
 AT1007;SPC LA S     -   281,233.27  4,006,871.00   sFT  1.00001017   +1 08 18.4
 AT1007;UTM  16      - 3,237,822.694   300,165.409   MT  1.00009279   -1 00 19.0
 AT1007
 AT1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1007!SPC LA S     -   1.00000380  x   1.00001017  =   1.00001397
 AT1007!UTM  16      -   1.00000380  x   1.00009279  =   1.00009659
 AT1007
 AT1007|---------------------------------------------------------------------|
 AT1007| PID    Reference Object                     Distance      Geod. Az  |
 AT1007|                                                           dddmmss.s |
 AT1007| DD6451 CALIF E RM 1                         14.011 METERS 02919     |
 AT1007| AT1008 CALIF D RESET                       APPROX. 3.6 KM 0510659.1 |
 AT1007| AT1021 PASS A LOUTRE DAYBEACON             APPROX. 7.1 KM 1680626.8 |
 AT1007| AT1036 DELTA DUCK CLUB TEX CO MAST         APPROX.12.3 KM 2645542.7 |
 AT1007| DD6452 CALIF E RM 2                         20.745 METERS 28242     |
 AT1007|---------------------------------------------------------------------|
 AT1007
 AT1007                          SUPERSEDED SURVEY CONTROL
 AT1007
 AT1007  NAD 83(1986)-  29 15 12.53397(N)    089 03 23.39866(W) AD(       ) 3
 AT1007  NAD 27      -  29 15 11.74300(N)    089 03 23.23100(W) AD(       ) 3
 AT1007
 AT1007.Superseded values are not recommended for survey control.
 AT1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1007.See file dsdata.txt to determine how the superseded data were derived.
 AT1007
 AT1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT0016537823(NAD 83)
 AT1007_MARKER: DS = TRIANGULATION STATION DISK
 AT1007_SETTING: 0 = UNSPECIFIED SETTING
 AT1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1007
 AT1007  HISTORY     - Date     Condition        Report By
 AT1007  HISTORY     - 1955     MONUMENTED       CGS
 AT1007
 AT1007                          STATION DESCRIPTION
 AT1007
 AT1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1007'THE STATION IS LOCATED ABOUT 15.5 NAUTICAL MILES EAST OF VENICE, IN
 AT1007'MAIN PASS BLOCK 69 FIELD,
 AT1007'IN BLOCK 68, ON THE CALIFORNIA OIL COMPANY PLATFORM
 AT1007'DESIGNATED AS STRUCTURE E.  THE
 AT1007'PLATFORM IS ABOUT 3.0 MILES NORTHEAST
 AT1007'OF THE MOUTH OF NORTH PASS.
 AT1007'
 AT1007'THE STATION MARK, A STANDARD DISK GLUED TO THE SURFACE OF THE STEEL
 AT1007'DECKING, IS 70 FEET EAST OF
 AT1007'THE WEST EDGE OF THE PLATFORM, 18.9 FEET WEST OF THE
 AT1007'SOUTHEAST CORNER OF THE PLATFORM,
 AT1007'4.6 FEET WEST OF THE RAILING AROUND
 AT1007'THE SOUTHEAST STAIRWAY LANDING, AND 3.8 FEET NORTH
 AT1007'OF THE SOUTH EDGE
 AT1007'OF THE PLATFORM.  THE PLATFORM IS APPROXIMATELY 45 FEET ABOVE MEAN
 AT1007'HIGH WATER.  THE
 AT1007'DISK HAS CHISEL MARKS AROUND IT AND THE CENTER IS
 AT1007'PUNCHED WITH A CENTER PUNCH.  THE
 AT1007'DISK IS STAMPED CALIF.  E 1955.
 AT1007'
 AT1007'REFERENCE MARK NO. 1, A STANDARD DISK GLUED TO THE SURFACE OF THE
 AT1007'STEEL DECKING, IS 10
 AT1007'FEET SOUTH OF THE NORTH EDGE OF THE PLATFORM, 8 FEET
 AT1007'SOUTHEAST OF THE NORTHEAST
 AT1007'STAIRWAY LANDING, AND 0.8 FOOT WEST OF THE
 AT1007'EAST RAILING ON THE PLATFORM.  THE DISK IS
 AT1007'STAMPED CALIF.  E NO 1
 AT1007'1955.
 AT1007'
 AT1007'REFERENCE MARK NO. 2, A STANDARD DISK GLUED TO THE SURFACE OF THE
 AT1007'STEEL DECKING, IS
 AT1007'45.4 FEET SOUTH OF THE NORTHWEST CORNER OF THE PLATFORM,
 AT1007'12.6 FEET NORTH OF A LIGHT ON
 AT1007'THE SOUTHWEST CORNER, AND 1.5 FEET EAST
 AT1007'OF THE WEST EDGE OF THE PLATFORM.  THE DISK IS
 AT1007'STAMPED CALIF.  E NO 2
 AT1007'1955.
 AT1007'
 AT1007'THERE WAS NO AZIMUTH MARK ESTABLISHED AT THIS STATION.  CALIF. D WILL
 AT1007'SERVE AS THE AZIMUTH MARK.
 AT1007'
 AT1007'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2923 ***********************************************************************
 CP2923  DESIGNATION -  CALLMAN
 CP2923  PID         -  CP2923
 CP2923  STATE/COUNTY-  LA/MADISON
 CP2923  USGS QUAD   -  MOUND (1973)
 CP2923
 CP2923                         *CURRENT SURVEY CONTROL
 CP2923  ___________________________________________________________________
 CP2923* NAD 83(1992)-  32 19 29.49035(N)    091 05 05.10741(W)     ADJUSTED  
 CP2923* NAVD 88     -        26.74   (+/-2cm)      87.7    (feet)  VERTCON   
 CP2923  ___________________________________________________________________
 CP2923  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CP2923  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP2923
 CP2923  HORZ ORDER  -  FIRST
 CP2923  VERT ORDER  -  THIRD ? (See Below)
 CP2923
 CP2923.The horizontal coordinates were established by classical geodetic methods
 CP2923.and adjusted by the National Geodetic Survey in May 1994..
 CP2923
 CP2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2923.The vertical order pertains to the NGVD 29 superseded value.
 CP2923
 CP2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2923
 CP2923.The geoid height was determined by GEOID03.
 CP2923
 CP2923;                    North         East     Units Scale Factor Converg.
 CP2923;SPC LA N     -   203,203.229 1,133,245.767   MT  0.99993990   +0 44 53.7
 CP2923;SPC LA N     -   666,675.93  3,717,990.49   sFT  0.99993990   +0 44 53.7
 CP2923;SPC MS W     -   313,419.021   629,250.235   MT  1.00001170   -0 24 06.5
 CP2923;SPC MS W     - 1,028,275.57  2,064,465.15   sFT  1.00001170   -0 24 06.5
 CP2923;UTM  15      - 3,578,056.270   680,279.143   MT  1.00000080   +1 01 27.8
 CP2923
 CP2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2923!SPC LA N     -   0.99999996  x   0.99993990  =   0.99993986
 CP2923!SPC MS W     -   0.99999996  x   1.00001170  =   1.00001166
 CP2923!UTM  15      -   0.99999996  x   1.00000080  =   1.00000076
 CP2923
 CP2923|---------------------------------------------------------------------|
 CP2923| PID    Reference Object                     Distance      Geod. Az  |
 CP2923|                                                           dddmmss.s |
 CP2923| CY3952 CALLMAN RM 5                         51.563 METERS 03820     |
 CP2923| CY3950 CALLMAN RM 3                         36.886 METERS 09927     |
 CP2923| CY3947 CALLMAN AZ MK                                      1372235.2 |
 CP2923| CY3948 CALLMAN RM 1                        300.000 METERS 23658     |
 CP2923| CY3951 CALLMAN RM 4                         35.162 METERS 26022     |
 CP2923| CY3949 CALLMAN RM 2                         27.400 METERS 33054     |
 CP2923|---------------------------------------------------------------------|
 CP2923
 CP2923                          SUPERSEDED SURVEY CONTROL
 CP2923
 CP2923  NAD 83(1992)-  32 19 29.50046(N)    091 05 05.10472(W) AD(       ) 1
 CP2923  NAD 83(1986)-  32 19 29.50257(N)    091 05 05.10324(W) AD(       ) 1
 CP2923  NAD 27      -  32 19 28.97300(N)    091 05 04.71300(W) AD(       ) 1
 CP2923  NGVD 29 (07/19/86)   26.75   (m)           87.8    (f) LEVELING    3  
 CP2923
 CP2923.Superseded values are not recommended for survey control.
 CP2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2923.See file dsdata.txt to determine how the superseded data were derived.
 CP2923
 CP2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8027978056(NAD 83)
 CP2923_MARKER: DS = TRIANGULATION STATION DISK
 CP2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2923
 CP2923  HISTORY     - Date     Condition        Report By
 CP2923  HISTORY     - 1929     MONUMENTED       CGS
 CP2923  HISTORY     - 1936     GOOD             LAGS
 CP2923  HISTORY     - 1959     GOOD             CGS
 CP2923  HISTORY     - 1971     GOOD             NGS
 CP2923
 CP2923                          STATION DESCRIPTION
 CP2923
 CP2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2923'ABOUT 5 MILES SW OF MOUNDS, NEAR CROSSROADS STORE KNOWN LOCALLY
 CP2923'AS THE BLUE FRONT.
 CP2923'
 CP2923'STATION IS 22.2 METERS (73 FEET) S OF CENTER LINE OF E-W ROAD,
 CP2923'40.8 METERS (134 FEET) W OF N-S ROAD, 26.4 METERS (87 FEET)
 CP2923'NW OF TWIN LOCUST TREE, AND 36.0 METERS (118 FEET) NE OF
 CP2923'30-INCH TREE.
 CP2923'
 CP2923'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2923'DISKS SET IN CONCRETE.
 CP2923'
 CP2923'REFERENCE MARK NO. 1 IS 4.6 METERS (15 FEET) S OF CENTER
 CP2923'OF DIRT ROAD, AND 300 METERS (984 FEET) FROM STATION IN AZIMUTH
 CP2923'56 DEG 57 MIN 37 SEC.
 CP2923'
 CP2923'REFERENCE MARK NO. 2 IS NEAR SW CORNER OF CROSSROADS STORE,
 CP2923'6.7 METERS (22 FEET) N OF CENTER LINE OF ROAD, AND 27.43 METERS
 CP2923'(90.0 FEET) FROM STATION IN AZIMUTH 150 DEG 54 MIN.
 CP2923'
 CP2923'REACHED FROM MOUNDS BY GRAVEL ROAD LEADING SW FROM U.S. HIGHWAY
 CP2923'80.
 CP2923
 CP2923                          STATION RECOVERY (1936)
 CP2923
 CP2923'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP2923'THE ORIGINAL DESCRIPTION IS PERFECT IN EVERY DETAIL.
 CP2923
 CP2923                          STATION RECOVERY (1959)
 CP2923
 CP2923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2923'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CP2923'REFERENCE MARKS 1 AND 2 HAD DEFINITELY BEEN DESTROYED AND
 CP2923'NEW REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  AN AZIMUTH MARK
 CP2923'WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CP2923'
 CP2923'STATION IS LOCATED ABOUT 3-3/4 MILES WEST AND 1 MILE SOUTH OF
 CP2923'MOUND, 2-1/4 MILES SOUTH AND 3/4 MILE WEST OF THOMASTOWN,
 CP2923'1-1/2 MILES NORTHEAST OF THE NORTH END OF CAMPTON LAKE, ALONG
 CP2923'THE SOUTHWEST SIDE OF WALNUT BAYOU, NEAR THE NORTH CENTRAL
 CP2923'PORTION OF THE SOUTHEAST 1/4 OF SECTION 36, T 16 N, R 13 E
 CP2923'AND ON PROPERTY OWNED AND OCCUPIED BY MR. ALEX WILLIAMS.
 CP2923'
 CP2923'TO REACH FROM THE POST OFFICE IN MOUND, FOLLOW SURFACED ROAD
 CP2923'SOUTH, SOUTHWEST, WEST AND NORTHWEST FOR A TOTAL DISTANCE OF
 CP2923'4.4 MILES TO A SMALL CHURCH ON THE LEFT.  CONTINUE NORTHWEST
 CP2923'ON THE SURFACED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT AND
 CP2923'THE AZIMUTH MARK ON THE LEFT IN THE SOUTHERN ANGLE OF THE
 CP2923'INTERSECTION.
 CP2923'
 CP2923'STATION MARK IS A STANDARD DISK, STAMPED CALLMAN 1929.  IT
 CP2923'IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2923'4 INCHES, 179 FEET WEST-NORTHWEST OF THE SOUTHWEST END
 CP2923'OF A ROAD CULVERT, 143 FEET SOUTH-SOUTHWEST OF THE CENTER
 CP2923'OF THE INTERSECTION OF THE SIDE ROAD AND THE SOUTHWEST EDGE
 CP2923'OF THE SURFACED ROAD, 132 FEET SOUTHWEST OF THE SURFACED ROAD
 CP2923'CENTER, 104 FEET SOUTH-SOUTHWEST OF A FENCE CORNERPOST,
 CP2923'91 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST ROAD RIGHT-OF-WAY
 CP2923'FENCE, 74 FEET SOUTHEAST OF THE GRAVELED SIDE ROAD CENTER,
 CP2923'66 FEET SOUTH OF A POWERLINE POLE GUYED ON THE SOUTHEAST
 CP2923'SIDE AND 50 FEET SOUTHEAST OF A NORTHEAST-SOUTHWEST ROAD
 CP2923'RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3
 CP2923'FEET NORTH OF THE MARK.
 CP2923'
 CP2923'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CALLMAN NO 3
 CP2923'1929.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2923'POST PROJECTING 7 INCHES, 160 FEET SOUTHEAST OF THE SIDE
 CP2923'ROAD CENTER, 136 FEET EAST-SOUTHEAST OF THE POWERLINE POLE, 135
 CP2923'FEET SOUTHEAST OF THE CORNERPOST, 61 FEET NORTHWEST OF THE CULVERT
 CP2923'END, 41 FEET SOUTHWEST OF THE SURFACED ROAD CENTER AND 1 FOOT
 CP2923'SOUTHWEST OF THE NORTHWEST-SOUTHEAST FENCE.
 CP2923'
 CP2923'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CALLMAN NO 4
 CP2923'1929.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2923'PROJECTING 5 INCHES, 289 FEET WEST OF THE CULVERT END, 237
 CP2923'FEET SOUTHWEST OF THE SURFACED ROAD CENTER, 196 FEET SOUTHWEST
 CP2923'OF THE CORNERPOST, 152 FEET SOUTHWEST OF THE POWERLINE POLE,
 CP2923'1 FOOT SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE AND 21 FEET
 CP2923'SOUTHEAST OF THE SIDE ROAD CENTER.
 CP2923'
 CP2923'AZIMUTH MARK IS A STANDARD DISK, STAMPED CALLMAN 1929 .
 CP2923'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2923'PROJECTING 7 INCHES, 104 FEET SOUTH-SOUTHEAST OF A TRANSFORMER
 CP2923'POLE, 72 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 CP2923'OF THE GRAVELED SIDE ROAD AND THE SOUTHWEST EDGE OF THE SURFACED
 CP2923'ROAD, 46 FEET SOUTHWEST OF THE SURFACED ROAD CENTER, 28 FEET
 CP2923'EAST OF THE SIDE ROAD CENTER, 7 FEET NORTHEAST OF A 5 INCH
 CP2923'SQUARE, CONCRETE L.H.D. POST AND 1 FOOT NORTHEAST OF A FENCE
 CP2923'CORNERPOST.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 CP2923'EAST OF THE MARK.
 CP2923'
 CP2923'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS
 CP2923
 CP2923                          STATION RECOVERY (1971)
 CP2923
 CP2923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2923'RMS MEASURED WITH A 300 FOOT TAPE 10 KGS. TENSION.
 CP2923'
 CP2923'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 CP2923'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 4 HAS BEEN
 CP2923'DESTROYED.  A NEW REFERENCE MARK 5 WAS ESTABLISHED AT THIS
 CP2923'DATE.  DUE TO THE STATION MARK BEING IN DANGER OF FARM MACHINERY
 CP2923'A NEW SUBSURFACE AND SURFACE DISK WAS ESTABLISHED AT THIS
 CP2923'DATE.  THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE IN ERROR
 CP2923'BY 0.087 METERS.  THE DIRECTION BETWEEN REFERENCE MARK 3 AND
 CP2923'THE AZIMUTH MARK WAS FOUND TO BE IN ERROR BY 2 MINUTES AND 36
 CP2923'SECONDS.
 CP2923'
 CP2923'THE STATION IS ABOUT 8 MILES SOUTHEAST OF TALLULAH, 3.5 MILES
 CP2923'WEST-SOUTHWEST OF MOUND, IN THE SOUTHEAST 1/4 SECTION 36, T 16 N,
 CP2923'R 13 E, AND ON LAND OWNED BY MR. ALEX WILLIAMS, ROUTE 3, BOX 131,
 CP2923'TALLULAH, LOUISIANA, 71282.
 CP2923'
 CP2923'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP2923'U.S. HIGHWAY 65, AT THE NORTHEAST CORNER OF THE COURT HOUSE
 CP2923'SQUARE IN TALLULAH, GO EAST ON U.S. HIGHWAY 80 FOR 1.85 MILES TO
 CP2923'THE JUNCTION OF STATE HIGHWAY 602.  TURN RIGHT AND GO SOUTH ON
 CP2923'STATE HIGHWAY 602 FOR 1.8 MILES TO THE JUNCTION OF STATE HIGHWAY
 CP2923'601 ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 602 FOR 6.5
 CP2923'MILES TO A GRAVELED ROAD RIGHT AND THE STATION ON THE
 CP2923'RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 602 FOR 0.4 MILE TO A
 CP2923'GRAVELED ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 CP2923'
 CP2923'STATION MARKS ARE STANDARD DISKS STAMPED CALLMAN 1929 1971.  THE
 CP2923'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2923'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 135
 CP2923'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 602, 72 FEET
 CP2923'SOUTHEAST OF THE CENTER OF OF THE GRAVELED ROAD, 70 FEET SOUTH OF
 CP2923'A POWERLINE POLE AND IN THE NORTHEAST EDGE OF A SOYBEAN
 CP2923'FIELD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 CP2923'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP2923'
 CP2923'REFERENCE MARK 3, A STANDARD DISK STAMPED CALLMAN NO 3 1929,
 CP2923'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CP2923'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET
 CP2923'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 602 AND 1 FOOT
 CP2923'EAST-SOUTHEAST OF A METAL WITNESS POST.
 CP2923'
 CP2923'REFERENCE MARK 5, A STANDARD DISK STAMPED CALLMAN 1929 NO 5 1971,
 CP2923'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2923'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET NORTHEAST
 CP2923'OF THE CENTERLINE OF STATE HIGHWAY 602, 3.5 FEET NORTHWEST OF A
 CP2923'METAL WITNESS POST AND 2 FEET SOUTH-SOUTHEAST OF A POWERLINE
 CP2923'POLE.
 CP2923'
 CP2923'THE AZIMUTH MARK, A STANDARD DISK STAMPED CALLMAN 1929, IS SET
 CP2923'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CP2923'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET SOUTH-SOUTHWEST
 CP2923'OF THE CENTERLINE OF STATE HIGHWAY 602, 31 FEET EAST-SOUTHEAST
 CP2923'OF THE CENTER OF A GRAVELED ROAD AND 1.6 FEET NORTHWEST OF A
 CP2923'METAL WITNESS POST.
 CP2923'
 CP2923'HEIGHT OF LIGHT ABOVE STATION MARK 127.9 FEET.
 CP2923'
 CP2923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2923'3.5 MILES WEST-SOUTHWEST OF MOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2982 ***********************************************************************
 AU2982  DESIGNATION -  CALM
 AU2982  PID         -  AU2982
 AU2982  STATE/COUNTY-  LA/LAFOURCHE
 AU2982  USGS QUAD   -  CALUMET ISLAND (1994)
 AU2982
 AU2982                         *CURRENT SURVEY CONTROL
 AU2982  ___________________________________________________________________
 AU2982* NAD 83(1992)-  29 06 23.01053(N)    090 20 27.34445(W)     ADJUSTED  
 AU2982* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2982  **This station is located in a subsidence area (see below).
 AU2982  ___________________________________________________________________
 AU2982  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AU2982  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AU2982
 AU2982  HORZ ORDER  -  SECOND
 AU2982
 AU2982.The horizontal coordinates were established by classical geodetic methods
 AU2982.and adjusted by the National Geodetic Survey in January 1993..
 AU2982
 AU2982 ** The orthometric height has not been validated since last determined
 AU2982 ** by differential leveling and should not be used for control purposes.
 AU2982 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2982 ** area with valid NAVD 88 orthometric heights.
 AU2982 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2982 ** epoch indicated which incorporates improved geoid heights for the
 AU2982 ** Southern Louisiana Subsidence area.
 AU2982 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2982.The orthometric height was scaled from a topographic map.
 AU2982
 AU2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2982
 AU2982.The geoid height was determined by GEOID03.
 AU2982
 AU2982;                    North         East     Units Scale Factor Converg.
 AU2982;SPC LA S     -    67,636.129 1,096,602.902   MT  1.00004662   +0 29 46.4
 AU2982;SPC LA S     -   221,902.87  3,597,771.35   sFT  1.00004662   +0 29 46.4
 AU2982;UTM  15      - 3,222,695.312   758,776.963   MT  1.00042643   +1 17 39.0
 AU2982
 AU2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2982!SPC LA S     -   1.00000376  x   1.00004662  =   1.00005038
 AU2982!UTM  15      -   1.00000376  x   1.00042643  =   1.00043019
 AU2982
 AU2982:                Primary Azimuth Mark                     Grid Az
 AU2982:SPC LA S     -  BAY                                      087 57 54.5
 AU2982:UTM  15      -  BAY                                      087 10 01.9
 AU2982
 AU2982|---------------------------------------------------------------------|
 AU2982| PID    Reference Object                     Distance      Geod. Az  |
 AU2982|                                                           dddmmss.s |
 AU2982| AU2980 BAY                                 APPROX. 8.6 KM 0882740.9 |
 AU2982| AU2983 CALUMET                              89.876 METERS 11450     |
 AU2982| DD6453 CALM RM 1                            12.093 METERS 18526     |
 AU2982| DD6454 CALM RM 2                            15.695 METERS 29451     |
 AU2982|---------------------------------------------------------------------|
 AU2982
 AU2982                          SUPERSEDED SURVEY CONTROL
 AU2982
 AU2982  NAD 83(1986)-  29 06 23.02751(N)    090 20 27.35657(W) AD(       ) 2
 AU2982  NAD 27      -  29 06 22.20400(N)    090 20 27.05600(W) AD(       ) 2
 AU2982
 AU2982.Superseded values are not recommended for survey control.
 AU2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2982.See file dsdata.txt to determine how the superseded data were derived.
 AU2982
 AU2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5877722695(NAD 83)
 AU2982_MARKER: DS = TRIANGULATION STATION DISK
 AU2982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2982_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2982
 AU2982  HISTORY     - Date     Condition        Report By
 AU2982  HISTORY     - 1934     MONUMENTED       CGS
 AU2982  HISTORY     - 1952     GOOD             CGS
 AU2982  HISTORY     - 1957     MARK NOT FOUND   ATRECO
 AU2982  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU2982
 AU2982                          STATION DESCRIPTION
 AU2982
 AU2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2982'STATION IS 4-1/2 MILES NE OF TIMBALIER LIGHT, AT THE EASTERN
 AU2982'END OF CALUMET ISLAND, IN AN AREA COVERED WITH LOW MANGROVE.
 AU2982'THIS STATION WAS ESTABLISHED TO REPLACE STATION CALUMET WHICH
 AU2982'WILL SOON BE WASHED OUT.
 AU2982'
 AU2982'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2982'SET IN CONCRETE IN THE TOP OF TILES.
 AU2982'
 AU2982'REFERENCE MARK NO. 1 IS 12.093 METERS (39.68 FEET) FROM THE
 AU2982'STATION S 5 DEG 26 MIN W.
 AU2982'
 AU2982'REFERENCE MARK NO. 2 IS 15.695 METERS (51.49 FEET) FROM THE
 AU2982'STATION S 65 DEG 09 MIN W.
 AU2982'
 AU2982'STATION CALUMET IS 89.876 METERS (294.87 FEET) FROM THE STATION
 AU2982'S 65 DEG 10 MIN E.
 AU2982
 AU2982                          STATION RECOVERY (1952)
 AU2982
 AU2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2982'STATION AND REFERENCE MARKS WERE RECOVERED.  THE DISK WAS
 AU2982'MISSING FROM THE STATION, BUT THE REFERENCE MARKS WERE IN
 AU2982'ORDER.  THE PUBLISHED DESCRIPTION IS NOW OBSOLETE.  A NEW
 AU2982'DESCRIPTION FOLLOWS--
 AU2982'
 AU2982'STATION IS LOCATED ABOUT 3.75 MI. N OF TIMBALIER LIGHTHOUSE,
 AU2982'ON THE E END OF CALUMENT ISLAND, 150 FT, SW OF THE E END
 AU2982'OF THE ISLAND, 30 FT. NW OF THE EDGE OF THE MARSH, AND 36 FT.
 AU2982'S OF A BIGHT IN THE ISLAND.  ALL THAT REMAINS OF THE STATION
 AU2982'IS SOME CONCRETE AND A 4- BY 4-IN. WOODEN POST.
 AU2982'
 AU2982'REFERENCE MARK 1 IS 186 FT. SW OF THE E END OF THE ISLAND,
 AU2982'AND 41 FT. W OF THE EDGE OF THE MARSH.  IT IS A STANDARD DISK,
 AU2982'STAMPED CALM 1934 R.M. 1 AND SET IN A CONCRETE-FILLED TILE
 AU2982'FLUSH WITH THE GROUND.
 AU2982'
 AU2982'REFERENCE MARK 2 IS 152 FT. W OF THE E END OF THE ISLAND,
 AU2982'AND 100 FT. NW OF THE EDGE OF THE MARSH.  IT IS A STANDARD
 AU2982'DISK, STAMPED CALM 1934 R.M. 2 AND SET IN A CONCRETE-FILLED
 AU2982'TILE FLUSH WITH THE GROUND.
 AU2982
 AU2982                          STATION RECOVERY (1957)
 AU2982
 AU2982'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1957 (RAW)
 AU2982'LETTER OF MR. R.A. WATERHOUSE, ASSISTANT CHIEF SURVEYOR,
 AU2982'ATLANTIC REFINING CO. DALLAS, TEXAS, DATED 9 MAY 1957.
 AU2982'
 AU2982'THE MONUMENT HAS BEEN BROKEN AND COULD NOT BE FOUND.  HOWEVER,
 AU2982'WE RECOVERED THE TILE AND REFERENCE MARK NO. 2, THE LATTER
 AU2982'BEING IN GOOD CONDITION.  THIS STATION IS NOW WITHIN SIX
 AU2982'FEET OF THE WATERS EDGE AT THE EAST END OF CALUMET ISLAND,
 AU2982'SO WILL PROBABLY DISAPPEAR COMPLETLY IN THE NEAR FUTURE.
 AU2982'
 AU2982'WE LEFT A SMALL WOODEN PLATFORM OVER THIS STATION IN THE
 AU2982'EVENT THAT OTHERS MIGHT SOON BE ATTEMPTING TO RECOVER IT.
 AU2982
 AU2982                          STATION RECOVERY (1965)
 AU2982
 AU2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU2982'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AU2982'FOUND, AND ARE BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2983 ***********************************************************************
 AU2983  DESIGNATION -  CALUMET
 AU2983  PID         -  AU2983
 AU2983  STATE/COUNTY-  LA/LAFOURCHE
 AU2983  USGS QUAD   -  CALUMET ISLAND (1994)
 AU2983
 AU2983                         *CURRENT SURVEY CONTROL
 AU2983  ___________________________________________________________________
 AU2983* NAD 83(1992)-  29 06 21.78426(N)    090 20 24.32796(W)     ADJUSTED  
 AU2983* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2983  **This station is located in a subsidence area (see below).
 AU2983  ___________________________________________________________________
 AU2983  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AU2983  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AU2983
 AU2983  HORZ ORDER  -  SECOND
 AU2983
 AU2983.The horizontal coordinates were established by classical geodetic methods
 AU2983.and adjusted by the National Geodetic Survey in January 1993..
 AU2983
 AU2983 ** The orthometric height has not been validated since last determined
 AU2983 ** by differential leveling and should not be used for control purposes.
 AU2983 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2983 ** area with valid NAVD 88 orthometric heights.
 AU2983 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2983 ** epoch indicated which incorporates improved geoid heights for the
 AU2983 ** Southern Louisiana Subsidence area.
 AU2983 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2983.The orthometric height was scaled from a topographic map.
 AU2983
 AU2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2983
 AU2983.The geoid height was determined by GEOID03.
 AU2983
 AU2983;                    North         East     Units Scale Factor Converg.
 AU2983;SPC LA S     -    67,599.081 1,096,684.792   MT  1.00004671   +0 29 47.9
 AU2983;SPC LA S     -   221,781.32  3,598,040.02   sFT  1.00004671   +0 29 47.9
 AU2983;UTM  15      - 3,222,659.394   758,859.392   MT  1.00042696   +1 17 40.5
 AU2983
 AU2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2983!SPC LA S     -   1.00000376  x   1.00004671  =   1.00005047
 AU2983!UTM  15      -   1.00000376  x   1.00042696  =   1.00043072
 AU2983
 AU2983:                Primary Azimuth Mark                     Grid Az
 AU2983:SPC LA S     -  LA FOURCHE                               068 18 16.9
 AU2983:UTM  15      -  LA FOURCHE                               067 30 24.3
 AU2983
 AU2983|---------------------------------------------------------------------|
 AU2983| PID    Reference Object                     Distance      Geod. Az  |
 AU2983|                                                           dddmmss.s |
 AU2983| AU2969 LA FOURCHE                          APPROX.12.1 KM 0684804.8 |
 AU2983| AU2981 TIMBALIER LIGHTHOUSE                APPROX. 6.5 KM 1934429.0 |
 AU2983| DD6455 CALUMET RM 1                         13.878 METERS 24647     |
 AU2983| AU2982 CALM                                 89.876 METERS 29450     |
 AU2983| DD6456 CALUMET RM 2                         12.010 METERS 29645     |
 AU2983|---------------------------------------------------------------------|
 AU2983
 AU2983                          SUPERSEDED SURVEY CONTROL
 AU2983
 AU2983  NAD 83(1986)-  29 06 21.80123(N)    090 20 24.34009(W) AD(       ) 2
 AU2983  NAD 27      -  29 06 20.97700(N)    090 20 24.03900(W) AD(       ) 2
 AU2983
 AU2983.Superseded values are not recommended for survey control.
 AU2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2983.See file dsdata.txt to determine how the superseded data were derived.
 AU2983
 AU2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5885922659(NAD 83)
 AU2983_MARKER: DS = TRIANGULATION STATION DISK
 AU2983_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2983_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2983
 AU2983  HISTORY     - Date     Condition        Report By
 AU2983  HISTORY     - 1928     MONUMENTED       CGS
 AU2983  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2983
 AU2983                          STATION DESCRIPTION
 AU2983
 AU2983'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2983'STATION IS ABOUT 4-1/2 MILES NE OF TIMBALIER LIGHT, ON THE
 AU2983'EASTERN END OF CALUMET ISLAND, AT THE S END OF THE E SIDE OF
 AU2983'THE ISLAND AND AT THE WATERS EDGE.
 AU2983'
 AU2983'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2983'IN THE TOP OF A TILE.
 AU2983'
 AU2983'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2983'IN THE TOP OF TILE, IS 13.878
 AU2983'METERS (45.53 FEET) FROM THE STATION S 66 DEG 47 MIN W.
 AU2983'
 AU2983'REFERENCE MARK NO. 2 IS LOST.
 AU2983'
 AU2983'THIS STATION WILL PROBABLY NOT LAST A YEAR, AS IT IS BEING
 AU2983'WASHED OUT.  STATION CALM IS TIED BY TRAVERSE TO THE STATION.
 AU2983
 AU2983                          STATION RECOVERY (1952)
 AU2983
 AU2983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2983'A THOROUGH SEARCH OF THE AREA BY TWO MEN FOR 1 HR. REVEALED
 AU2983'NO TRACE OF THE STATION OR REFERENCE MARKS.  THE DISTANCE
 AU2983'AND DIRECTION FROM CALM PLACES THE STATION WELL OFF-SHORE.
 AU2983'THE STATION HAS BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3092 ***********************************************************************
 CP3092  DESIGNATION -  CALVERT
 CP3092  PID         -  CP3092
 CP3092  STATE/COUNTY-  LA/MOREHOUSE
 CP3092  USGS QUAD   -  GOODWILL (1988)
 CP3092
 CP3092                         *CURRENT SURVEY CONTROL
 CP3092  ___________________________________________________________________
 CP3092* NAD 83(1992)-  32 51 42.55032(N)    091 35 49.99871(W)     ADJUSTED  
 CP3092* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 CP3092  ___________________________________________________________________
 CP3092  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CP3092  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP3092
 CP3092  HORZ ORDER  -  SECOND
 CP3092
 CP3092.The horizontal coordinates were established by classical geodetic methods
 CP3092.and adjusted by the National Geodetic Survey in September 1999..
 CP3092
 CP3092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3092
 CP3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3092
 CP3092.The geoid height was determined by GEOID03.
 CP3092
 CP3092;                    North         East     Units Scale Factor Converg.
 CP3092;SPC LA N     -   262,231.922 1,084,502.059   MT  1.00005032   +0 28 38.3
 CP3092;SPC LA N     -   860,339.23  3,558,070.51   sFT  1.00005032   +0 28 38.3
 CP3092;UTM  15      - 3,636,840.348   631,251.008   MT  0.99981241   +0 45 40.6
 CP3092
 CP3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3092!SPC LA N     -   0.99999974  x   1.00005032  =   1.00005006
 CP3092!UTM  15      -   0.99999974  x   0.99981241  =   0.99981215
 CP3092
 CP3092:                Primary Azimuth Mark                     Grid Az
 CP3092:SPC LA N     -  CALVERT AZ MK                            003 27 54.1
 CP3092:UTM  15      -  CALVERT AZ MK                            003 10 51.8
 CP3092
 CP3092|---------------------------------------------------------------------|
 CP3092| PID    Reference Object                     Distance      Geod. Az  |
 CP3092|                                                           dddmmss.s |
 CP3092| CY3953 CALVERT AZ MK                                      0035632.4 |
 CP3092| CP2913 OAK GROVE MID VALLEY PLINE MST      APPROX.10.9 KM 0702630.9 |
 CP3092| CY3954 CALVERT RM 1                         43.556 METERS 17331     |
 CP3092| CY3955 CALVERT RM 2                         37.033 METERS 28414     |
 CP3092|---------------------------------------------------------------------|
 CP3092
 CP3092                          SUPERSEDED SURVEY CONTROL
 CP3092
 CP3092  NAD 83(1992)-  32 51 42.55101(N)    091 35 49.99775(W) AD(       ) 2
 CP3092  NAD 83(1986)-  32 51 42.56301(N)    091 35 49.99172(W) AD(       ) 2
 CP3092  NAD 27      -  32 51 42.09292(N)    091 35 49.55577(W) AD(       ) 2
 CP3092  NGVD 29 (07/19/86)   27.7    (m)           91.     (f) VERT ANG       
 CP3092
 CP3092.Superseded values are not recommended for survey control.
 CP3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3092.See file dsdata.txt to determine how the superseded data were derived.
 CP3092
 CP3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3125136840(NAD 83)
 CP3092_MARKER: DS = TRIANGULATION STATION DISK
 CP3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3092
 CP3092  HISTORY     - Date     Condition        Report By
 CP3092  HISTORY     - 1970     MONUMENTED       NGS
 CP3092  HISTORY     - 1973     GOOD             DMA
 CP3092  HISTORY     - 1973     GOOD             LOCENG
 CP3092
 CP3092                          STATION DESCRIPTION
 CP3092
 CP3092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3092'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF MACHINERY ON
 CP3092'LINE.
 CP3092'
 CP3092'THE STATION IS LOCATED ABOUT 12-3/4 MILES NORTHEAST OF MER ROUGE
 CP3092'AND 5-3/4 MILES SOUTHEAST OF BONITA, AT THE EAST EDGE OF THE
 CP3092'SOUTHEAST 1/4 OF SECTION 25, T 22 N, R 8 E, ON THE PROPERTY OF
 CP3092'MR. JOHN CALVERT AND SON CHARLIE CALVERT, ROUTE 1, BOX 238, MER
 CP3092'ROUGE, LOUISIANA.
 CP3092'
 CP3092'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2, 133
 CP3092'AND 138 AT THE EAST EDGE OF MER ROUGE, GO EAST ON STATE HIGHWAY 2
 CP3092'FOR 11.15 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 CP3092'NORTH ON GRAVELED ROAD FOR 4 MILES TO A T-ROAD JUNCTION.  TURN
 CP3092'RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.9 MILE TO WHERE THE ROAD
 CP3092'TURNS TO THE NORTH.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR
 CP3092'2.5 MILES TO A DRIVEWAY LEFT AND TRAILER HOUSE.  TURN LEFT AND
 CP3092'GO WEST ON DRIVEWAY FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH
 CP3092'GATE AND GO NORTH ABOUT 140 FEET TO THE STATION AS DESCRIBED.
 CP3092'
 CP3092'TO REACH THE AZIMUTH MARK FROM THE GRAVELED ROAD AND DRIVEWAY
 CP3092'ENTRANCE, GO NORTH ON GRAVELED ROAD FOR 0.7 MILE TO THE AZIMUTH
 CP3092'MARK ON THE LEFT.
 CP3092'
 CP3092'THE STATION MARKS ARE STANDARD DISKS STAMPED CALVERT 1970.  THE
 CP3092'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3092'MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 57 FEET
 CP3092'SOUTHWEST OF A FENCE CORNER, 34 FEET NORTHWEST OF THE NORTH SIDE
 CP3092'OF A FEED STORAGE BIN AND 24 FEET SOUTH OF A FENCE AND METAL
 CP3092'WITNESS POST WITH SIGN.  THE UNDERGROUND MARK IS SET IN THE TOP
 CP3092'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP3092'SURFACE.
 CP3092'
 CP3092'REFERENCE MARK 1, A STANDARD DISK STAMPED CALVERT NO 1 1970, IS
 CP3092'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3092'FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET NORTH OF A FENCE
 CP3092'CORNER, 3 FEET SOUTHWEST OF A FENCE CORNER AND 0.5 FOOT WEST OF
 CP3092'A FENCE.
 CP3092'
 CP3092'REFERENCE MARK 2, A STANDARD DISK STAMPED CALVERT NO 2 1970, IS
 CP3092'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3092'FLUSH WITH THE GROUND SURFACE.  IT IS 120.9 FEET WEST OF A METAL
 CP3092'WITNESS POST WITH SIGN AND 0.5 FOOT SOUTH OF A FENCE.
 CP3092'
 CP3092'THE AZIMUTH MARK, A STANDARD DISK STAMPED CALVERT 1970, IS SET
 CP3092'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP3092'1 INCH ABOVE THE GROUND SURFACE.  IT IS 36 FEET WEST OF THE
 CP3092'CENTER OF THE GRAVELED ROAD, 4.7 FEET NORTHEAST OF A METAL WITNESS
 CP3092'POST WITH SIGN AND 1.6 FEET WEST OF A POWERLINE POLE.
 CP3092'
 CP3092'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 CP3092
 CP3092                          STATION RECOVERY (1973)
 CP3092
 CP3092'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3092'STATION CALVERT, RM 1, AND THE AZIMUTH MARK WERE RECOVERED IN
 CP3092'GOOD CONDITION AS DESCRIBED.  THE ROUTE DESCRIPTION WAS ADEQUATE.
 CP3092
 CP3092                          STATION RECOVERY (1973)
 CP3092
 CP3092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (FLM)
 CP3092'CALVERT RECOVERED IN GOOD CONDITION.
 CP3092'
 CP3092'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 CP3092'
 CP3092'DISTANCE BETWEEN MARK AND AZIMUTH MARK = 3524.85 FEET MEASURED WITH
 CP3092'A HP 3800 EDM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0850 ***********************************************************************
 AV0850  DESIGNATION -  CAM
 AV0850  PID         -  AV0850
 AV0850  STATE/COUNTY-  LA/CAMERON
 AV0850  USGS QUAD   -  F-R RANCH (1982)
 AV0850
 AV0850                         *CURRENT SURVEY CONTROL
 AV0850  ___________________________________________________________________
 AV0850* NAD 83(1992)-  29 57 51.68269(N)    093 36 24.02305(W)     ADJUSTED  
 AV0850* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0850  **This station is located in a subsidence area (see below).
 AV0850  ___________________________________________________________________
 AV0850  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AV0850  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AV0850
 AV0850  HORZ ORDER  -  THIRD
 AV0850
 AV0850.The horizontal coordinates were established by classical geodetic methods
 AV0850.and adjusted by the National Geodetic Survey in January 1993..
 AV0850
 AV0850 ** The orthometric height has not been validated since last determined
 AV0850 ** by differential leveling and should not be used for control purposes.
 AV0850 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0850 ** area with valid NAVD 88 orthometric heights.
 AV0850 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0850 ** epoch indicated which incorporates improved geoid heights for the
 AV0850 ** Southern Louisiana Subsidence area.
 AV0850 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0850.The orthometric height was scaled from a topographic map.
 AV0850
 AV0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0850
 AV0850.The geoid height was determined by GEOID03.
 AV0850
 AV0850;                    North         East     Units Scale Factor Converg.
 AV0850;SPC LA S     -   164,491.889   780,606.203   MT  0.99992595   -1 08 12.1
 AV0850;SPC LA S     -   539,670.47  2,561,038.85   sFT  0.99992595   -1 08 12.1
 AV0850;UTM  15      - 3,314,990.535   441,466.335   MT  0.99964227   -0 18 10.9
 AV0850
 AV0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0850!SPC LA S     -   1.00000412  x   0.99992595  =   0.99993007
 AV0850!UTM  15      -   1.00000412  x   0.99964227  =   0.99964639
 AV0850
 AV0850:                Primary Azimuth Mark                     Grid Az
 AV0850:SPC LA S     -  LAND                                     120 04 37.5
 AV0850:UTM  15      -  LAND                                     119 14 36.3
 AV0850
 AV0850|---------------------------------------------------------------------|
 AV0850| PID    Reference Object                     Distance      Geod. Az  |
 AV0850|                                                           dddmmss.s |
 AV0850| AV0853 LAND                                APPROX. 8.6 KM 1185625.4 |
 AV0850| CV8781 CAM RM                               29.779 METERS 27157     |
 AV0850|---------------------------------------------------------------------|
 AV0850
 AV0850                          SUPERSEDED SURVEY CONTROL
 AV0850
 AV0850  NAD 83(1986)-  29 57 51.70594(N)    093 36 24.00932(W) AD(       ) 3
 AV0850  NAD 27      -  29 57 50.94200(N)    093 36 23.43300(W) AD(       ) 3
 AV0850
 AV0850.Superseded values are not recommended for survey control.
 AV0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0850.See file dsdata.txt to determine how the superseded data were derived.
 AV0850
 AV0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4146614991(NAD 83)
 AV0850_MARKER: DD = SURVEY DISK
 AV0850_SETTING: 0 = UNSPECIFIED SETTING
 AV0850
 AV0850  HISTORY     - Date     Condition        Report By
 AV0850  HISTORY     - 1933     MONUMENTED       USGS
 AV0850  HISTORY     - 1968     SEE DESCRIPTION  CITGO
 AV0850
 AV0850                          STATION DESCRIPTION
 AV0850
 AV0850'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0850'STATION IS ABOUT 2 MILES E ALONG STARKS N CANAL FROM ITS
 AV0850'JUNCTION WITH W CANAL ABOUT 0.5 MILE S OF CAMP 5 AND BLACK
 AV0850'BAYOU.  4.5 MILES W OF T-CANAL S TO STARKS CLUBHOUSE.  AT
 AV0850'A WIDE PLACE IN CANAL FOR BOATS TO PASS.
 AV0850'
 AV0850'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0850'CAM-1933.
 AV0850'
 AV0850'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0850'TABLET AND IS 97.7 FEET W OF STATION MARK.
 AV0850'
 AV0850'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0850'ELEVATED 30 FEET.
 AV0850
 AV0850                          STATION RECOVERY (1968)
 AV0850
 AV0850'RECOVERY NOTE BY CITIES SERVICE COMPANY 1968
 AV0850'STATION DESTROYED.  REFERENCE MARK WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0865 ***********************************************************************
 AV0865  DESIGNATION -  CAM 1923
 AV0865  PID         -  AV0865
 AV0865  STATE/COUNTY-  LA/CAMERON
 AV0865  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0865
 AV0865                         *CURRENT SURVEY CONTROL
 AV0865  ___________________________________________________________________
 AV0865* NAD 83(1992)-  29 45 12.42424(N)    093 37 47.06189(W)     ADJUSTED  
 AV0865* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0865  **This station is located in a subsidence area (see below).
 AV0865  ___________________________________________________________________
 AV0865  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AV0865  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AV0865
 AV0865  HORZ ORDER  -  THIRD
 AV0865
 AV0865.The horizontal coordinates were established by classical geodetic methods
 AV0865.and adjusted by the National Geodetic Survey in January 1993..
 AV0865
 AV0865 ** The orthometric height has not been validated since last determined
 AV0865 ** by differential leveling and should not be used for control purposes.
 AV0865 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0865 ** area with valid NAVD 88 orthometric heights.
 AV0865 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0865 ** epoch indicated which incorporates improved geoid heights for the
 AV0865 ** Southern Louisiana Subsidence area.
 AV0865 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0865.The orthometric height was scaled from a topographic map.
 AV0865
 AV0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0865
 AV0865.The geoid height was determined by GEOID03.
 AV0865
 AV0865;                    North         East     Units Scale Factor Converg.
 AV0865;SPC LA S     -   141,163.774   777,911.972   MT  0.99993501   -1 08 53.6
 AV0865;SPC LA S     -   463,134.82  2,552,199.53   sFT  0.99993501   -1 08 53.6
 AV0865;UTM  15      - 3,291,632.315   439,112.892   MT  0.99964574   -0 18 45.1
 AV0865
 AV0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0865!SPC LA S     -   1.00000406  x   0.99993501  =   0.99993907
 AV0865!UTM  15      -   1.00000406  x   0.99964574  =   0.99964980
 AV0865
 AV0865                          SUPERSEDED SURVEY CONTROL
 AV0865
 AV0865  NAD 83(1986)-  29 45 12.44671(N)    093 37 47.04409(W) AD(       ) 3
 AV0865  NAD 27      -  29 45 11.64100(N)    093 37 46.47200(W) AD(       ) 3
 AV0865
 AV0865.Superseded values are not recommended for survey control.
 AV0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0865.See file dsdata.txt to determine how the superseded data were derived.
 AV0865
 AV0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3911391632(NAD 83)
 AV0865_MARKER: DS = TRIANGULATION STATION DISK
 AV0865_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0865_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0865
 AV0865  HISTORY     - Date     Condition        Report By
 AV0865  HISTORY     - 1923     MONUMENTED       CGS
 AV0865  HISTORY     - 20031005 MARK NOT FOUND   USPSQD
 AV0865
 AV0865                          STATION DESCRIPTION
 AV0865
 AV0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FSB)
 AV0865'STATION IS LOCATED ABOUT 13 STATUTE MILES E BY N FROM SABINE
 AV0865'PASS LIGHTHOUSE, AND IS 70 METERS FROM THE HIGH-WATER LINE
 AV0865'AND ABOUT ON THE EDGE OF THE GRASS LINE.
 AV0865'
 AV0865'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0865'IN CONCRETE AT THE CENTER OF THE TOPS OF TILES WHICH ARE
 AV0865'FASTENED BY MEANS OF CONCRETE TO THE UPPER ENDS OF LONG
 AV0865'WOODEN PILES DRIVEN INTO THE MARSH.  THE TOPS OF THE TILE
 AV0865'PIPES, IN WHICH THE STATION AND REFERENCE MARKS ARE SET,
 AV0865'PROJECT ABOUT 9 INCHES ABOVE THE SURFACE OF THE GROUND.
 AV0865'
 AV0865'REFERENCE MARK NO. 1 IS PLACED ON A LINE PARALLEL TO THE
 AV0865'BEACH AND IS ALMOST ON RANGE WITH HACK.
 AV0865'
 AV0865'REFERENCE MARK NO. 2 IS ON RANGE WITH A SMALL UNPAINTED
 AV0865'DWELLING SET IN A VERY CONSPICUOUS CLUMP OF OAKS.
 AV0865
 AV0865                          STATION RECOVERY (2003)
 AV0865
 AV0865'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0865'AV0865 RM1 NOT FOUND
 AV0865'AV0865 RM2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4533 ***********************************************************************
 BJ4533  DESIGNATION -  CAMERON
 BJ4533  PID         -  BJ4533
 BJ4533  STATE/COUNTY-  LA/LIVINGSTON
 BJ4533  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ4533
 BJ4533                         *CURRENT SURVEY CONTROL
 BJ4533  ___________________________________________________________________
 BJ4533* NAD 83(1992)-  30 24 24.63419(N)    090 53 09.91967(W)     ADJUSTED  
 BJ4533* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 BJ4533  ___________________________________________________________________
 BJ4533  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ4533  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4533
 BJ4533  HORZ ORDER  -  FIRST
 BJ4533
 BJ4533.The horizontal coordinates were established by classical geodetic methods
 BJ4533.and adjusted by the National Geodetic Survey in January 1993..
 BJ4533
 BJ4533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4533
 BJ4533.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4533
 BJ4533.The geoid height was determined by GEOID03.
 BJ4533
 BJ4533;                    North         East     Units Scale Factor Converg.
 BJ4533;SPC LA S     -   211,448.223 1,042,973.629   MT  0.99995076   +0 13 25.1
 BJ4533;SPC LA S     -   693,726.38  3,421,822.65   sFT  0.99995076   +0 13 25.1
 BJ4533;UTM  15      - 3,365,764.793   703,067.710   MT  1.00010874   +1 04 13.1
 BJ4533
 BJ4533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4533!SPC LA S     -   1.00000265  x   0.99995076  =   0.99995341
 BJ4533!UTM  15      -   1.00000265  x   1.00010874  =   1.00011139
 BJ4533
 BJ4533|---------------------------------------------------------------------|
 BJ4533| PID    Reference Object                     Distance      Geod. Az  |
 BJ4533|                                                           dddmmss.s |
 BJ4533| CW1176 CAMERON RM 1                         27.218 METERS 04305     |
 BJ4533| BJ4512 WALKER LOT                          APPROX. 3.9 KM 0431258.6 |
 BJ4533| BJ4514 FROST SHELL PIPELINE MAST           APPROX.11.7 KM 1091840.2 |
 BJ4533| CW1177 CAMERON RM 2                         33.790 METERS 16413     |
 BJ4533| BJ3779 DENHAM                              APPROX. 8.3 KM 3114130.9 |
 BJ4533|---------------------------------------------------------------------|
 BJ4533
 BJ4533                          SUPERSEDED SURVEY CONTROL
 BJ4533
 BJ4533  NAD 83(1986)-  30 24 24.65148(N)    090 53 09.91791(W) AD(       ) 1
 BJ4533  NAD 27      -  30 24 23.96014(N)    090 53 09.56195(W) AD(       ) 1
 BJ4533  NGVD 29 (07/19/86)   10.2    (m)           33.     (f) VERT ANG       
 BJ4533
 BJ4533.Superseded values are not recommended for survey control.
 BJ4533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4533.See file dsdata.txt to determine how the superseded data were derived.
 BJ4533
 BJ4533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0306865765(NAD 83)
 BJ4533_MARKER: DS = TRIANGULATION STATION DISK
 BJ4533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4533_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4533
 BJ4533  HISTORY     - Date     Condition        Report By
 BJ4533  HISTORY     - 1973     MONUMENTED       NGS
 BJ4533
 BJ4533                          STATION DESCRIPTION
 BJ4533
 BJ4533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4533'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF DENHAM SPRINGS, 5.5
 BJ4533'MILES NORTHWEST OF PORT VINCENT, 4 MILES SOUTH OF INTERSTATE HIGHWAY
 BJ4533'12, 2.5 MILES SOUTHWEST OF THE WALKER LOOKOUT TOWER AND ON PROPERTY
 BJ4533'OWNED BY THE CROWN ZELLERBACH CORPORATION, LIVINGSTON, LOUISIANA,
 BJ4533'PHONE NUMBER 686-2278 OR 686-2279.
 BJ4533'
 BJ4533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 42 IN
 BJ4533'PORT VINCENT GO NORTHERLY ON STATE HIGHWAY 16 FOR 5.8 MILES TO A
 BJ4533'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE SURFACED ROAD FOR
 BJ4533'0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 BJ4533'SURFACED ROAD FOR 1.0 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT
 BJ4533'AND GO WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO A FORK AND THE
 BJ4533'STATION JUST WEST OF THE INTERSECTION.
 BJ4533'
 BJ4533'THE STATION MARK IS A STANDARD DISK STAMPED CAMERON 1973, SET IN THE
 BJ4533'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 BJ4533'IS FLUSH WITH THE GROUND SURFACE.  IT IS 126 FEET WEST OF THE CENTER
 BJ4533'OF THE INTERSECTION AND 6.5 FEET WEST OF A METAL WITNESS POST WITH
 BJ4533'SIGN.  NO UNDERGROUND MARK WAS SET.
 BJ4533'
 BJ4533'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMERON NO 1 1973, SET IN
 BJ4533'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 BJ4533'AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 121 FEET NORTH
 BJ4533'OF THE CENTER OF THE INTERSECTION, 21 FEET EAST OF THE CENTER OF A
 BJ4533'GRADED ROAD AND 3 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 BJ4533'
 BJ4533'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMERON NO 2 1973, SET IN
 BJ4533'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 BJ4533'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 117 FEET
 BJ4533'WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION, 8 FEET SOUTH
 BJ4533'OF THE CENTER OF A DIRT ROAD AND 3 FEET NORTH OF A METAL WITNESS
 BJ4533'POST WITH SIGN.
 BJ4533'
 BJ4533'DUE TO DENSE WOODS THERE WAS NO PLACE TO SET A SUITABLE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0823 ***********************************************************************
 AV0823  DESIGNATION -  CAMERON GULF MENHADEN CO STACK
 AV0823  PID         -  AV0823
 AV0823  STATE/COUNTY-  LA/CAMERON
 AV0823  USGS QUAD   -  CAMERON (1982)
 AV0823
 AV0823                         *CURRENT SURVEY CONTROL
 AV0823  ___________________________________________________________________
 AV0823* NAD 83(1992)-  29 48 01.16926(N)    093 20 16.70723(W)     ADJUSTED  
 AV0823* NAVD 88     -                                                        
 AV0823  **This station is located in a subsidence area (see below).
 AV0823  ___________________________________________________________________
 AV0823  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AV0823  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AV0823
 AV0823  HORZ ORDER  -  THIRD
 AV0823
 AV0823.The horizontal coordinates were established by classical geodetic methods
 AV0823.and adjusted by the National Geodetic Survey in January 1993..
 AV0823
 AV0823 ** The orthometric height has not been validated since last determined
 AV0823 ** by differential leveling and should not be used for control purposes.
 AV0823 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0823 ** area with valid NAVD 88 orthometric heights.
 AV0823 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0823 ** epoch indicated which incorporates improved geoid heights for the
 AV0823 ** Southern Louisiana Subsidence area.
 AV0823 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0823
 AV0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0823
 AV0823.The geoid height was determined by GEOID03.
 AV0823
 AV0823;                    North         East     Units Scale Factor Converg.
 AV0823;SPC LA S     -   145,828.951   806,216.712   MT  0.99993183   -1 00 08.4
 AV0823;SPC LA S     -   478,440.48  2,645,062.66   sFT  0.99993183   -1 00 08.4
 AV0823;UTM  15      - 3,296,707.933   467,338.012   MT  0.99961316   -0 10 04.7
 AV0823
 AV0823                          SUPERSEDED SURVEY CONTROL
 AV0823
 AV0823  NAD 83(1986)-  29 48 01.19409(N)    093 20 16.68871(W) AD(       ) 4
 AV0823  NAD 27      -  29 48 00.39600(N)    093 20 16.12900(W) AD(       ) 3
 AV0823
 AV0823.Superseded values are not recommended for survey control.
 AV0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0823.See file dsdata.txt to determine how the superseded data were derived.
 AV0823
 AV0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6733896708(NAD 83)
 AV0823_MARKER: 63 = STACK
 AV0823
 AV0823  HISTORY     - Date     Condition        Report By
 AV0823  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0823
 AV0823                          STATION DESCRIPTION
 AV0823
 AV0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0823'THE STATION IS THE TOP AND CENTER OF THE SMOKE STACK ON THE
 AV0823'NORTHERLY END OF THE ROOF OF THE GULF MENHADEN FISH OIL PLANT
 AV0823'WHICH IS LOCATED ABOUT 0.6 MILE EAST OF THE BUSINESS DISTRICT OF
 AV0823'THE VILLAGE OF CAMERON.
 AV0823'
 AV0823'THE STACK IS PAINTED BLACK AND IS 69 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0813 ***********************************************************************
 AV0813  DESIGNATION -  CAMERON INDEP TELEPHONE CO MST
 AV0813  PID         -  AV0813
 AV0813  STATE/COUNTY-  LA/CAMERON
 AV0813  USGS QUAD   -  CAMERON (1982)
 AV0813
 AV0813                         *CURRENT SURVEY CONTROL
 AV0813  ___________________________________________________________________
 AV0813* NAD 83(1992)-  29 47 29.18443(N)    093 18 03.46524(W)     ADJUSTED  
 AV0813* NAVD 88     -                                                        
 AV0813  **This station is located in a subsidence area (see below).
 AV0813  ___________________________________________________________________
 AV0813  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AV0813  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AV0813
 AV0813  HORZ ORDER  -  THIRD
 AV0813
 AV0813.The horizontal coordinates were established by classical geodetic methods
 AV0813.and adjusted by the National Geodetic Survey in January 1993..
 AV0813
 AV0813 ** The orthometric height has not been validated since last determined
 AV0813 ** by differential leveling and should not be used for control purposes.
 AV0813 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0813 ** area with valid NAVD 88 orthometric heights.
 AV0813 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0813 ** epoch indicated which incorporates improved geoid heights for the
 AV0813 ** Southern Louisiana Subsidence area.
 AV0813 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0813
 AV0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0813
 AV0813.The geoid height was determined by GEOID03.
 AV0813
 AV0813;                    North         East     Units Scale Factor Converg.
 AV0813;SPC LA S     -   144,782.292   809,777.267   MT  0.99993238   -0 59 01.8
 AV0813;SPC LA S     -   475,006.57  2,656,744.25   sFT  0.99993238   -0 59 01.8
 AV0813;UTM  15      - 3,295,713.551   470,912.285   MT  0.99961044   -0 08 58.3
 AV0813
 AV0813                          SUPERSEDED SURVEY CONTROL
 AV0813
 AV0813  NAD 83(1986)-  29 47 29.20973(N)    093 18 03.44882(W) AD(       ) 4
 AV0813  NAD 27      -  29 47 28.42300(N)    093 18 02.90100(W) AD(       ) 3
 AV0813
 AV0813.Superseded values are not recommended for survey control.
 AV0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0813.See file dsdata.txt to determine how the superseded data were derived.
 AV0813
 AV0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7091295714(NAD 83)
 AV0813
 AV0813  HISTORY     - Date     Condition        Report By
 AV0813  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0813  HISTORY     - 1963     GOOD             CGS
 AV0813
 AV0813                          STATION DESCRIPTION
 AV0813
 AV0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0813'THE STATION IS LOCATED NORTHWEST OF SCHLUMBER.  IT IS A 3
 AV0813'LEG MAST WITH ANTENNAS ON THE NORTH, WEST AND EAST SIDES.
 AV0813'IT IS 150 FEET HIGH AND IS RED AND WHITE IN COLOR WITH A RED
 AV0813'LIGHT ON THE TOP.  THE INTERSECTING POINT WAS THE TOP CENTER.
 AV0813
 AV0813                          STATION RECOVERY (1963)
 AV0813
 AV0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0813'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AV0813'BY R.W.T. 1963 IS ADEQUATE FOR RECOVERY WITH THE FOLLOWING
 AV0813'ADDITIONS.
 AV0813'
 AV0813'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF CAMERON.  IT
 AV0813'IS A 4 LEG MAST WITH ANTENNAS ON THE NORTH, WEST AND EAST SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0824 ***********************************************************************
 AV0824  DESIGNATION -  CAMERON J WELL SURVEY INC MAST
 AV0824  PID         -  AV0824
 AV0824  STATE/COUNTY-  LA/CAMERON
 AV0824  USGS QUAD   -  CAMERON (1982)
 AV0824
 AV0824                         *CURRENT SURVEY CONTROL
 AV0824  ___________________________________________________________________
 AV0824* NAD 83(1992)-  29 47 25.89274(N)    093 17 58.64059(W)     ADJUSTED  
 AV0824* NAVD 88     -                                                        
 AV0824  **This station is located in a subsidence area (see below).
 AV0824  ___________________________________________________________________
 AV0824  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AV0824  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AV0824
 AV0824  HORZ ORDER  -  THIRD
 AV0824
 AV0824.The horizontal coordinates were established by classical geodetic methods
 AV0824.and adjusted by the National Geodetic Survey in January 1993..
 AV0824
 AV0824 ** The orthometric height has not been validated since last determined
 AV0824 ** by differential leveling and should not be used for control purposes.
 AV0824 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0824 ** area with valid NAVD 88 orthometric heights.
 AV0824 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0824 ** epoch indicated which incorporates improved geoid heights for the
 AV0824 ** Southern Louisiana Subsidence area.
 AV0824 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0824
 AV0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0824
 AV0824.The geoid height was determined by GEOID03.
 AV0824
 AV0824;                    North         East     Units Scale Factor Converg.
 AV0824;SPC LA S     -   144,678.734   809,905.078   MT  0.99993244   -0 58 59.4
 AV0824;SPC LA S     -   474,666.81  2,657,163.58   sFT  0.99993244   -0 58 59.4
 AV0824;UTM  15      - 3,295,611.898   471,041.549   MT  0.99961035   -0 08 55.9
 AV0824
 AV0824                          SUPERSEDED SURVEY CONTROL
 AV0824
 AV0824  NAD 83(1986)-  29 47 25.91813(N)    093 17 58.62434(W) AD(       ) 4
 AV0824  NAD 27      -  29 47 25.13700(N)    093 17 58.08300(W) AD(       ) 3
 AV0824
 AV0824.Superseded values are not recommended for survey control.
 AV0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0824.See file dsdata.txt to determine how the superseded data were derived.
 AV0824
 AV0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7104295612(NAD 83)
 AV0824_MARKER: 14 = NAVIGATION LIGHT
 AV0824
 AV0824  HISTORY     - Date     Condition        Report By
 AV0824  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0824
 AV0824                          STATION DESCRIPTION
 AV0824
 AV0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0824'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF CAMERON, AND IS
 AV0824'150 YARDS NORTH OF STATE HIGHWAY 27.  IT IS A GUYED 3 LEG STEEL
 AV0824'STRUCTURE AND IS RED AND WHITE IN COLOR WITH A RED LIGHT ON THE
 AV0824'TOP.  THE INTERSECTING POINT WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0818 ***********************************************************************
 AV0818  DESIGNATION -  CAMERON LOUISIANA MENHADEN STK
 AV0818  PID         -  AV0818
 AV0818  STATE/COUNTY-  LA/CAMERON
 AV0818  USGS QUAD   -  CAMERON (1982)
 AV0818
 AV0818                         *CURRENT SURVEY CONTROL
 AV0818  ___________________________________________________________________
 AV0818* NAD 83(1992)-  29 48 48.46029(N)    093 20 45.33236(W)     ADJUSTED  
 AV0818* NAVD 88     -                                                        
 AV0818  **This station is located in a subsidence area (see below).
 AV0818  ___________________________________________________________________
 AV0818  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0818  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AV0818
 AV0818  HORZ ORDER  -  THIRD
 AV0818
 AV0818.The horizontal coordinates were established by classical geodetic methods
 AV0818.and adjusted by the National Geodetic Survey in January 1993..
 AV0818
 AV0818 ** The orthometric height has not been validated since last determined
 AV0818 ** by differential leveling and should not be used for control purposes.
 AV0818 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0818 ** area with valid NAVD 88 orthometric heights.
 AV0818 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0818 ** epoch indicated which incorporates improved geoid heights for the
 AV0818 ** Southern Louisiana Subsidence area.
 AV0818 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0818
 AV0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0818
 AV0818.The geoid height was determined by GEOID03.
 AV0818
 AV0818;                    North         East     Units Scale Factor Converg.
 AV0818;SPC LA S     -   147,298.259   805,473.720   MT  0.99993106   -1 00 22.8
 AV0818;SPC LA S     -   483,261.04  2,642,625.03   sFT  0.99993106   -1 00 22.8
 AV0818;UTM  15      - 3,298,165.802   466,573.947   MT  0.99961378   -0 10 19.2
 AV0818
 AV0818                          SUPERSEDED SURVEY CONTROL
 AV0818
 AV0818  NAD 83(1986)-  29 48 48.48516(N)    093 20 45.31393(W) AD(       ) 4
 AV0818  NAD 27      -  29 48 47.68900(N)    093 20 44.75500(W) AD(       ) 3
 AV0818
 AV0818.Superseded values are not recommended for survey control.
 AV0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0818.See file dsdata.txt to determine how the superseded data were derived.
 AV0818
 AV0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6657498166(NAD 83)
 AV0818_MARKER: 63 = STACK
 AV0818
 AV0818  HISTORY     - Date     Condition        Report By
 AV0818  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0818
 AV0818                          STATION DESCRIPTION
 AV0818
 AV0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0818'THE STATION IS CENTER AND HIGHER OF THREE SMOKE STACKS WHICH
 AV0818'ARE LOCATED AT THE LOUISIANA MENHADEN FISH OIL PLANT ABOUT 1.5
 AV0818'MILES NORTHWEST OF THE BUSINESS DISTRICT OF THE VILLAGE OF
 AV0818'CAMERON.
 AV0818'
 AV0818'THE STACK RISES FROM THE BOILER HOUSE ROOF AND IS ABOUT 150
 AV0818'FEET EAST OF THE DEEP WATER SHIP CANAL.  IT IS 74 FEET IN
 AV0818'HEIGHT AND IS CONSTRUCTED OF STEEL WHICH IS PAINTED BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0817 ***********************************************************************
 AV0817  DESIGNATION -  CAMERON MAGNOLIA DERRICK 21
 AV0817  PID         -  AV0817
 AV0817  STATE/COUNTY-  LA/CAMERON
 AV0817  USGS QUAD   -  CAMERON (1982)
 AV0817
 AV0817                         *CURRENT SURVEY CONTROL
 AV0817  ___________________________________________________________________
 AV0817* NAD 83(1992)-  29 47 45.24423(N)    093 21 03.99556(W)     ADJUSTED  
 AV0817* NAVD 88     -                                                        
 AV0817  **This station is located in a subsidence area (see below).
 AV0817  ___________________________________________________________________
 AV0817  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0817  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AV0817
 AV0817  HORZ ORDER  -  THIRD
 AV0817
 AV0817.The horizontal coordinates were established by classical geodetic methods
 AV0817.and adjusted by the National Geodetic Survey in January 1993..
 AV0817
 AV0817 ** The orthometric height has not been validated since last determined
 AV0817 ** by differential leveling and should not be used for control purposes.
 AV0817 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0817 ** area with valid NAVD 88 orthometric heights.
 AV0817 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0817 ** epoch indicated which incorporates improved geoid heights for the
 AV0817 ** Southern Louisiana Subsidence area.
 AV0817 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0817
 AV0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0817
 AV0817.The geoid height was determined by GEOID03.
 AV0817
 AV0817;                    North         East     Units Scale Factor Converg.
 AV0817;SPC LA S     -   145,360.993   804,938.421   MT  0.99993210   -1 00 32.1
 AV0817;SPC LA S     -   476,905.19  2,640,868.80   sFT  0.99993210   -1 00 32.1
 AV0817;UTM  15      - 3,296,221.564   466,067.076   MT  0.99961421   -0 10 28.1
 AV0817
 AV0817                          SUPERSEDED SURVEY CONTROL
 AV0817
 AV0817  NAD 83(1986)-  29 47 45.26904(N)    093 21 03.97710(W) AD(       ) 4
 AV0817  NAD 27      -  29 47 44.47000(N)    093 21 03.42000(W) AD(       ) 3
 AV0817
 AV0817.Superseded values are not recommended for survey control.
 AV0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0817.See file dsdata.txt to determine how the superseded data were derived.
 AV0817
 AV0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6606796222(NAD 83)
 AV0817_MARKER: 67 = OIL DERRICK
 AV0817
 AV0817  HISTORY     - Date     Condition        Report By
 AV0817  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0817
 AV0817                          STATION DESCRIPTION
 AV0817
 AV0817'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0812 ***********************************************************************
 AV0812  DESIGNATION -  CAMERON RADIO STA KKS 888 MAST
 AV0812  PID         -  AV0812
 AV0812  STATE/COUNTY-  LA/CAMERON
 AV0812  USGS QUAD   -  CAMERON (1982)
 AV0812
 AV0812                         *CURRENT SURVEY CONTROL
 AV0812  ___________________________________________________________________
 AV0812* NAD 83(1992)-  29 47 36.07743(N)    093 19 21.75046(W)     ADJUSTED  
 AV0812* NAVD 88     -                                                        
 AV0812  **This station is located in a subsidence area (see below).
 AV0812  ___________________________________________________________________
 AV0812  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AV0812  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AV0812
 AV0812  HORZ ORDER  -  THIRD
 AV0812
 AV0812.The horizontal coordinates were established by classical geodetic methods
 AV0812.and adjusted by the National Geodetic Survey in January 1993..
 AV0812
 AV0812 ** The orthometric height has not been validated since last determined
 AV0812 ** by differential leveling and should not be used for control purposes.
 AV0812 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0812 ** area with valid NAVD 88 orthometric heights.
 AV0812 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0812 ** epoch indicated which incorporates improved geoid heights for the
 AV0812 ** Southern Louisiana Subsidence area.
 AV0812 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0812
 AV0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0812
 AV0812.The geoid height was determined by GEOID03.
 AV0812
 AV0812;                    North         East     Units Scale Factor Converg.
 AV0812;SPC LA S     -   145,030.789   807,678.853   MT  0.99993226   -0 59 41.0
 AV0812;SPC LA S     -   475,821.85  2,649,859.70   sFT  0.99993226   -0 59 41.0
 AV0812;UTM  15      - 3,295,931.396   468,811.150   MT  0.99961200   -0 09 37.2
 AV0812
 AV0812                          SUPERSEDED SURVEY CONTROL
 AV0812
 AV0812  NAD 83(1986)-  29 47 36.10185(N)    093 19 21.73425(W) AD(       ) 4
 AV0812  NAD 27      -  29 47 35.31200(N)    093 19 21.18600(W) AD(       ) 3
 AV0812
 AV0812.Superseded values are not recommended for survey control.
 AV0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0812.See file dsdata.txt to determine how the superseded data were derived.
 AV0812
 AV0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6881195931(NAD 83)
 AV0812_MARKER: 42 = RADIO/TV MAST
 AV0812
 AV0812  HISTORY     - Date     Condition        Report By
 AV0812  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0812
 AV0812                          STATION DESCRIPTION
 AV0812
 AV0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0812'THE STATION IS LOCATED IN THE SOUTH EDGE OF CAMERON, AND IS
 AV0812'OWNED BY MAGCOBAR DRILLING MUD AND CHEMICELS INC.  IT IS 200 FEET
 AV0812'HIGH AND IS RED AND WHITE IN COLOR.  IT IS A 3 LEG STEEL
 AV0812'MAST WITH A RED LIGHT ON THE TOP.  THE INTERSECTING POINT WAS
 AV0812'THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0820 ***********************************************************************
 AV0820  DESIGNATION -  CAMERON RADIO STA KKD 814 MAST
 AV0820  PID         -  AV0820
 AV0820  STATE/COUNTY-  LA/CAMERON
 AV0820  USGS QUAD   -  CAMERON (1982)
 AV0820
 AV0820                         *CURRENT SURVEY CONTROL
 AV0820  ___________________________________________________________________
 AV0820* NAD 83(1992)-  29 47 16.45742(N)    093 17 55.32089(W)     ADJUSTED  
 AV0820* NAVD 88     -                                                        
 AV0820  **This station is located in a subsidence area (see below).
 AV0820  ___________________________________________________________________
 AV0820  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AV0820  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AV0820
 AV0820  HORZ ORDER  -  THIRD
 AV0820
 AV0820.The horizontal coordinates were established by classical geodetic methods
 AV0820.and adjusted by the National Geodetic Survey in January 1993..
 AV0820
 AV0820 ** The orthometric height has not been validated since last determined
 AV0820 ** by differential leveling and should not be used for control purposes.
 AV0820 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0820 ** area with valid NAVD 88 orthometric heights.
 AV0820 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0820 ** epoch indicated which incorporates improved geoid heights for the
 AV0820 ** Southern Louisiana Subsidence area.
 AV0820 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0820
 AV0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0820
 AV0820.The geoid height was determined by GEOID03.
 AV0820
 AV0820;                    North         East     Units Scale Factor Converg.
 AV0820;SPC LA S     -   144,386.741   809,989.237   MT  0.99993261   -0 58 57.8
 AV0820;SPC LA S     -   473,708.83  2,657,439.69   sFT  0.99993261   -0 58 57.8
 AV0820;UTM  15      - 3,295,321.255   471,129.922   MT  0.99961028   -0 08 54.2
 AV0820
 AV0820                          SUPERSEDED SURVEY CONTROL
 AV0820
 AV0820  NAD 83(1986)-  29 47 16.48277(N)    093 17 55.30448(W) AD(       ) 4
 AV0820  NAD 27      -  29 47 15.69500(N)    093 17 54.75600(W) AD(       ) 3
 AV0820
 AV0820.Superseded values are not recommended for survey control.
 AV0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0820.See file dsdata.txt to determine how the superseded data were derived.
 AV0820
 AV0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7113095321(NAD 83)
 AV0820_MARKER: 42 = RADIO/TV MAST
 AV0820
 AV0820  HISTORY     - Date     Condition        Report By
 AV0820  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0820  HISTORY     - 1963     GOOD             CGS
 AV0820
 AV0820                          STATION DESCRIPTION
 AV0820
 AV0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0820'THE STATION IS LOCATED 2 MILES EAST OF CAMERON, 150 YARDS NORTH
 AV0820'OF STATE HIGHWAY 27.  IT IS A GUYED 3 LEG STEEL STRUCTURE,
 AV0820'RED AND WHITE IN COLOR WITH A RED LIGHT ON THE TOP.  THE
 AV0820'INTERSECTING POINT WAS THE TOP CENTER.  IT IS 300 FEET HIGH.
 AV0820
 AV0820                          STATION RECOVERY (1963)
 AV0820
 AV0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0820'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 AV0820'LOCATED ABOUT 2 MILES EAST OF CAMERON AT JEFF DAVIS ELECTRIC
 AV0820'CO-OP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2950 ***********************************************************************
 AU2950  DESIGNATION -  CAMINADA
 AU2950  PID         -  AU2950
 AU2950  STATE/COUNTY-  LA/JEFFERSON
 AU2950  USGS QUAD   -  CAMINADA PASS (1994)
 AU2950
 AU2950                         *CURRENT SURVEY CONTROL
 AU2950  ___________________________________________________________________
 AU2950* NAD 83(1992)-  29 11 41.83486(N)    090 02 49.63137(W)     ADJUSTED  
 AU2950* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2950  **This station is located in a subsidence area (see below).
 AU2950  ___________________________________________________________________
 AU2950  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AU2950  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AU2950
 AU2950  HORZ ORDER  -  SECOND
 AU2950
 AU2950.The horizontal coordinates were established by classical geodetic methods
 AU2950.and adjusted by the National Geodetic Survey in January 1993..
 AU2950
 AU2950 ** The orthometric height has not been validated since last determined
 AU2950 ** by differential leveling and should not be used for control purposes.
 AU2950 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2950 ** area with valid NAVD 88 orthometric heights.
 AU2950 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2950 ** epoch indicated which incorporates improved geoid heights for the
 AU2950 ** Southern Louisiana Subsidence area.
 AU2950 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2950.The orthometric height was scaled from a topographic map.
 AU2950
 AU2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2950
 AU2950.The geoid height was determined by GEOID03.
 AU2950
 AU2950;                    North         East     Units Scale Factor Converg.
 AU2950;SPC LA S     -    77,736.305 1,125,091.712   MT  1.00002389   +0 38 35.2
 AU2950;SPC LA S     -   255,039.86  3,691,238.39   sFT  1.00002389   +0 38 35.2
 AU2950;UTM  15      - 3,233,196.387   787,136.091   MT  1.00061750   +1 26 28.9
 AU2950;UTM  16      - 3,233,430.765   203,695.619   MT  1.00068353   -1 29 14.7
 AU2950
 AU2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2950!SPC LA S     -   1.00000359  x   1.00002389  =   1.00002748
 AU2950!UTM  15      -   1.00000359  x   1.00061750  =   1.00062109
 AU2950!UTM  16      -   1.00000359  x   1.00068353  =   1.00068712
 AU2950
 AU2950|---------------------------------------------------------------------|
 AU2950| PID    Reference Object                     Distance      Geod. Az  |
 AU2950|                                                           dddmmss.s |
 AU2950| DD6458 CAMINADA RM 2                        26.635 METERS 04948     |
 AU2950| AU2947 MOREAU                              APPROX. 6.3 KM 2255834.5 |
 AU2950| DD6457 CAMINADA RM 1                        16.233 METERS 33207     |
 AU2950|---------------------------------------------------------------------|
 AU2950
 AU2950                          SUPERSEDED SURVEY CONTROL
 AU2950
 AU2950  NAD 83(1986)-  29 11 41.84890(N)    090 02 49.64220(W) AD(       ) 2
 AU2950  NAD 27      -  29 11 41.02600(N)    090 02 49.39100(W) AD(       ) 2
 AU2950
 AU2950.Superseded values are not recommended for survey control.
 AU2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2950.See file dsdata.txt to determine how the superseded data were derived.
 AU2950
 AU2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8713633196(NAD 83)
 AU2950_MARKER: DS = TRIANGULATION STATION DISK
 AU2950_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2950_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2950
 AU2950  HISTORY     - Date     Condition        Report By
 AU2950  HISTORY     - 1927     MONUMENTED       CGS
 AU2950  HISTORY     - 1936     GOOD             CGS
 AU2950  HISTORY     - 1952     GOOD             CGS
 AU2950  HISTORY     - 1955     GOOD             CGS
 AU2950  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU2950
 AU2950                          STATION DESCRIPTION
 AU2950
 AU2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 AU2950'STATION IS ABOUT 106 METERS (348 FEET) W OF CAMINADA PASS, 145
 AU2950'METERS (475 FEET) S OF A POINT AND 35 METERS (115 FEET) SW OF
 AU2950'THE BAY SHORE.
 AU2950'
 AU2950'THE STATION WAS ORIGINALLY MARKED BY A STANDARD BRONZE DISK SET
 AU2950'IN CONCRETE IN THE TOP OF A TILE.
 AU2950'BUT IN 1933 IT WAS FOUND THAT THE TOP OF THE MONUMENT AND THE
 AU2950'STATION MARK HAD BEEN REMOVED.
 AU2950'
 AU2950'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2950'IN THE TOP OF A TILE, WAS NOT RECOVERED
 AU2950'IN 1933.
 AU2950'
 AU2950'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2950'IN THE TOP OF A TILE, IS 26.62
 AU2950'METERS (87.3 FEET) FROM THE STATION N 49 DEG 46 MIN E.
 AU2950'ALL MARKS PROJECT ABOUT 10 INCHES ABOVE THE SURFACE.
 AU2950
 AU2950                          STATION RECOVERY (1936)
 AU2950
 AU2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AU2950'STATION IS ABOUT 90 METERS W FROM THE HIGH-WATER LINE OF THE
 AU2950'SANDY POINT AT THE W SIDE OF CAMINADA PASS AND ABOUT 20 METERS
 AU2950'S OF THE BAY SHORE.
 AU2950'
 AU2950'STATION MARK HAS BEEN BROKEN OUT OF MONUMENT WHICH IS NOW FLUSH
 AU2950'WITH GROUND.
 AU2950'
 AU2950'MARK HAS BEEN BROKEN OUT OF REFERENCE MARK NO. 1.  MONUMENT
 AU2950'WAS RECOVERED FLUSH WITH SURFACE OF GROUND.
 AU2950'
 AU2950'REFERENCE MARK NO. 2 WAS RECOVERED IN FAIR CONDITION.
 AU2950
 AU2950                          STATION RECOVERY (1952)
 AU2950
 AU2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2950'STATION MONUMENT WAS FOUND BROKEN OFF.  REFERENCE MARK 2
 AU2950'WAS RECOVERED IN GOOD CONDITION.  NO DESCRIPTION WAS AVAILABLE
 AU2950'FOR REFERENCE MARK 1, AND THE MONUMENT WAS NOT FOUND.  A COMPLETE
 AU2950'NEW DESCRIPTION FOLLOWS--
 AU2950'
 AU2950'STATION IS LOCATED ON THE POINT ON THE SW SIDE OF CAMINADA
 AU2950'PASS, AND 3 FT. N OF A 4- BY 4-IN. WOODEN WITNESS POST.  THE
 AU2950'MEAN HIGH-WATERLINE IS 303 FT. N 13 DEG E (MAGNETIC),
 AU2950'446 FT. N 42 DEG E (MAGNETIC), AND 505 FT. S 88 DEG E
 AU2950'(MAGNETIC).  THE REMAINS OF THE STATION IS A BROKEN-OFF
 AU2950'10-IN. TILE PIPE FILLED WITH CONCRETE AND PROJECTING 8 IN.
 AU2950'ABOVE THE GROUND.  THERE IS NO DISK.  AT THE TIME THAT THE
 AU2950'STATION WAS VISITED, THERE WAS A 12-FT. STAND IN PLACE OVER
 AU2950'THE STATION.
 AU2950'
 AU2950'REFERENCE MARK 2 IS 26.62 M. (87.3 FT.) FROM THE STATION IN
 AU2950'N 49 DEG 46 MIN E.  (ACCORDING TO THE 1933 DESCRIPTION).
 AU2950'IT IS A STANDARD DISK, STAMPED CAMINADA 1927 NO 2 AND SET
 AU2950'IN CONCRETE IN THE TOP OF A 10-IN. TILE PIPE PROJECTING 8 IN.
 AU2950'ABOVE THE GROUND.  THE TOP OF THE MONUMENT IS BROKEN, BUT
 AU2950'THE DISK IS STILL FIRM.
 AU2950
 AU2950                          STATION RECOVERY (1955)
 AU2950
 AU2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2950'RECOVERED IN FAIR CONDITION AS DESCRIBED BY A.L.P. IN 1952.
 AU2950
 AU2950                          STATION RECOVERY (1965)
 AU2950
 AU2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU2950'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AU2950'FOUND.  THE BEACH WAS DAMAGED BADLY HERE AND IT IS DOUBTFUL
 AU2950'THAT ANY OF THE MARKS STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2437 ***********************************************************************
 AU2437  DESIGNATION -  CAMP
 AU2437  PID         -  AU2437
 AU2437  STATE/COUNTY-  LA/TERREBONNE
 AU2437  USGS QUAD   -  EAST BAY JUNOP (1974)
 AU2437
 AU2437                         *CURRENT SURVEY CONTROL
 AU2437  ___________________________________________________________________
 AU2437* NAD 83(1992)-  29 14 40.63554(N)    091 03 57.03488(W)     ADJUSTED  
 AU2437* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2437  ___________________________________________________________________
 AU2437  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2437  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AU2437
 AU2437  HORZ ORDER  -  SECOND
 AU2437
 AU2437.The horizontal coordinates were established by classical geodetic methods
 AU2437.and adjusted by the National Geodetic Survey in January 1993..
 AU2437
 AU2437.The orthometric height was scaled from a topographic map.
 AU2437
 AU2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2437
 AU2437.The geoid height was determined by GEOID03.
 AU2437
 AU2437;                    North         East     Units Scale Factor Converg.
 AU2437;SPC LA S     -    82,569.737 1,026,002.653   MT  1.00001218   +0 08 01.5
 AU2437;SPC LA S     -   270,897.55  3,366,143.70   sFT  1.00001218   +0 08 01.5
 AU2437;UTM  15      - 3,236,638.298   687,960.292   MT  1.00003596   +0 56 42.7
 AU2437
 AU2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2437!SPC LA S     -   1.00000387  x   1.00001218  =   1.00001605
 AU2437!UTM  15      -   1.00000387  x   1.00003596  =   1.00003983
 AU2437
 AU2437:                Primary Azimuth Mark                     Grid Az
 AU2437:SPC LA S     -  JUNOP                                    082 06 55.4
 AU2437:UTM  15      -  JUNOP                                    081 18 14.2
 AU2437
 AU2437|---------------------------------------------------------------------|
 AU2437| PID    Reference Object                     Distance      Geod. Az  |
 AU2437|                                                           dddmmss.s |
 AU2437| AU2435 JUNOP                               APPROX. 1.9 KM 0821456.9 |
 AU2437| CV8782 CAMP RM 1                            23.470 METERS 26523     |
 AU2437| CV8783 CAMP RM 2                            20.360 METERS 32149     |
 AU2437|---------------------------------------------------------------------|
 AU2437
 AU2437                          SUPERSEDED SURVEY CONTROL
 AU2437
 AU2437  NAD 83(1986)-  29 14 40.66016(N)    091 03 57.04273(W) AD(       ) 2
 AU2437  NAD 27      -  29 14 39.87000(N)    091 03 56.68000(W) AD(       ) 2
 AU2437
 AU2437.Superseded values are not recommended for survey control.
 AU2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2437.See file dsdata.txt to determine how the superseded data were derived.
 AU2437
 AU2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8796036638(NAD 83)
 AU2437_MARKER: DS = TRIANGULATION STATION DISK
 AU2437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2437_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2437
 AU2437  HISTORY     - Date     Condition        Report By
 AU2437  HISTORY     - 1928     MONUMENTED       CGS
 AU2437  HISTORY     - 1952     GOOD             CGS
 AU2437  HISTORY     - 1966     POOR             CGS
 AU2437
 AU2437                          STATION DESCRIPTION
 AU2437
 AU2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2437'STATION IS ON THE W SHORE OF JUNOP BAY, ABOUT 2-1/2 MILES
 AU2437'N OF THE NORTHERN END OF BAYOU DE WEST, ABOUT 370 METERS
 AU2437'(1,210 FEET) N OF THE MOUTH OF HELL HOLE BAYOU AND 30 METERS
 AU2437'(100 FEET) FROM THE SHORE OF JUNOP BAY.
 AU2437'
 AU2437'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU2437'IN CEMENT IN THE TOP OF TILES.
 AU2437'
 AU2437'REFERENCE MARK NO. 1 IS 23.47 METERS (77.0 FEET) FROM THE
 AU2437'STATION S 85 DEG 23 MIN W.
 AU2437'
 AU2437'REFERENCE MARK NO. 2 IS 20.36 METERS (66.8 FEET) FROM THE STATION
 AU2437'N 38 DEG 11 MIN W.
 AU2437
 AU2437                          STATION RECOVERY (1952)
 AU2437
 AU2437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2437'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2437'STATION IS LOCATED ON THE W SIDE OF JUNOP BAY, ABOUT 2.5
 AU2437'MI. N OF THE N END OF BAYOU DE WEST, ABOUT 370 M. (1210 FT.)
 AU2437'N OF THE MOUTH OF HELL HOLE BAYOU, AND 58 FT. N OF THE SHORE
 AU2437'OF JUNOP BAY.  IT IS A STANDARD DISK, STAMPED CAMP 1928
 AU2437'AND SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 1 FT.
 AU2437'ABOVE THE GROUND.
 AU2437'
 AU2437'REFERENCE MARK 1 IS 77 FT. W OF THE STATION.  IT IS A STANDARD
 AU2437'DISK, STAMPED CAMP 1928 NO 1 AND SET IN THE TOP OF A CONCRETE
 AU2437'MONUMENT PROJECTING 4 IN. ABOVE THE GROUND.
 AU2437'
 AU2437'REFERENCE MARK 2 IS 67 FT. NW OF THE STATION.  IT IS A STANDARD
 AU2437'DISK, STAMPED CAMP 1928 NO 2 AND SET IN THE TOP OF A CONCRETE
 AU2437'MONUMENT 2 IN. UNDER GROUND.
 AU2437
 AU2437                          STATION RECOVERY (1966)
 AU2437
 AU2437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2437'THE STATION MARK WAS RECOVERED IN VERY POOR CONDITION.  IT IS
 AU2437'IN THE EDGE OF THE WATER AND IS VERY UNSTABLE.  THE REFERENCE
 AU2437'MARKS WERE SEARCHED FOR BUT NOT FOUND AND IT IS BELIEVED THAT
 AU2437'THEY HAVE BEEN DESTROYED BY EROSION OF THE MARSH.  A METAL
 AU2437'WITNESS POST WAS SET AT THE STATION MARK.
 AU2437'
 AU2437'STATION IS LOCATED ON THE WEST SIDE OF JUNOP BAY, ABOUT 2.5
 AU2437'MILES NORTH OF THE NORTH END OF BAYOU DE WEST, ABOUT 370
 AU2437'METERS (1210 FT.) NORTH OF THE MOUTH OF HELL HOLE BAYOU
 AU2437'AND IN THE EDGE OF THE WATER AT THE NORTH SHORE OF JUNOP BAY.
 AU2437'IT IS A STANDARD DISK, STAMPED CAMP 1928, SET IN THE TOP
 AU2437'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2976 ***********************************************************************
 AU2976  DESIGNATION -  CAMP
 AU2976  PID         -  AU2976
 AU2976  STATE/COUNTY-  LA/LAFOURCHE
 AU2976  USGS QUAD   -  PELICAN PASS (1994)
 AU2976
 AU2976                         *CURRENT SURVEY CONTROL
 AU2976  ___________________________________________________________________
 AU2976* NAD 83(1992)-  29 11 01.28424(N)    090 17 57.82358(W)     ADJUSTED  
 AU2976* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2976  **This station is located in a subsidence area (see below).
 AU2976  ___________________________________________________________________
 AU2976  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU2976  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AU2976
 AU2976  HORZ ORDER  -  THIRD
 AU2976
 AU2976.The horizontal coordinates were established by classical geodetic methods
 AU2976.and adjusted by the National Geodetic Survey in January 1993..
 AU2976
 AU2976 ** The orthometric height has not been validated since last determined
 AU2976 ** by differential leveling and should not be used for control purposes.
 AU2976 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2976 ** area with valid NAVD 88 orthometric heights.
 AU2976 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2976 ** epoch indicated which incorporates improved geoid heights for the
 AU2976 ** Southern Louisiana Subsidence area.
 AU2976 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2976.The orthometric height was scaled from a topographic map.
 AU2976
 AU2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2976
 AU2976.The geoid height was determined by GEOID03.
 AU2976
 AU2976;                    North         East     Units Scale Factor Converg.
 AU2976;SPC LA S     -    76,239.436 1,100,568.460   MT  1.00002665   +0 31 01.1
 AU2976;SPC LA S     -   250,128.88  3,610,781.69   sFT  1.00002665   +0 31 01.1
 AU2976;UTM  15      - 3,231,356.583   762,623.669   MT  1.00045117   +1 19 03.4
 AU2976
 AU2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2976!SPC LA S     -   1.00000378  x   1.00002665  =   1.00003043
 AU2976!UTM  15      -   1.00000378  x   1.00045117  =   1.00045495
 AU2976
 AU2976|---------------------------------------------------------------------|
 AU2976| PID    Reference Object                     Distance      Geod. Az  |
 AU2976|                                                           dddmmss.s |
 AU2976| DD6459 CAMP RM 1                            15.791 METERS 21330     |
 AU2976| AU2972 PHILO                               APPROX. 5.0 KM 2840306.8 |
 AU2976| DD6460 CAMP RM 2                            19.604 METERS 31216     |
 AU2976| AU2975 CAMP 2                               62.911 METERS 31505     |
 AU2976|---------------------------------------------------------------------|
 AU2976
 AU2976                          SUPERSEDED SURVEY CONTROL
 AU2976
 AU2976  NAD 83(1986)-  29 11 01.30073(N)    090 17 57.83474(W) AD(       ) 3
 AU2976  NAD 27      -  29 11 00.48100(N)    090 17 57.54100(W) AD(       ) 3
 AU2976
 AU2976.Superseded values are not recommended for survey control.
 AU2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2976.See file dsdata.txt to determine how the superseded data were derived.
 AU2976
 AU2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6262431357(NAD 83)
 AU2976_MARKER: DS = TRIANGULATION STATION DISK
 AU2976_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2976_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2976
 AU2976  HISTORY     - Date     Condition        Report By
 AU2976  HISTORY     - 1934     MONUMENTED       CGS
 AU2976  HISTORY     - 1948     GOOD             BAKER
 AU2976  HISTORY     - 1952     GOOD             CGS
 AU2976  HISTORY     - 1953     GOOD             SUPOCO
 AU2976  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2976
 AU2976                          STATION DESCRIPTION
 AU2976
 AU2976'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2976'STATION IS ABOUT 2-1/2 MILES E OF PHILO BRICE ISLANDS, ON
 AU2976'A SMALL ISLAND, ONE OF THE GROUP OF ISLANDS WHICH SEPARATE
 AU2976'JACKO CAMP BAY FROM TIMBALIER BAY.
 AU2976'
 AU2976'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2976'SET IN CONCRETE IN THE TOP OF TILES.
 AU2976'
 AU2976'REFERENCE MARK NO. 1 IS 15.791 METERS (51.81 FEET) FROM
 AU2976'THE STATION S 33 DEG 30 MIN W.
 AU2976'
 AU2976'REFERENCE MARK NO. 2 IS 19.604 METERS (64.32 FEET) FROM
 AU2976'THE STATION N 47 DEG 43 MIN W.
 AU2976
 AU2976                          STATION RECOVERY (1948)
 AU2976
 AU2976'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948 (GLB)
 AU2976'STATION AND REFERENCE MARKS 1 AND 2 FOUND AS DESCRIBED.
 AU2976'
 AU2976'STATION IS ABOUT 7 MILES W OF LEEVILLE, ON A SMALL ISLAND,
 AU2976'ONE OF THE GROUP OF ISLANDS SEPARATING JACKS CAMP BAY FROM
 AU2976'TIMBALIER BAY.  THE MONUMENT IS ON THE E EDGE OF THE ISLAND,
 AU2976'APPROXIMATELY 250 FEET N OF THE S END, AND 20 FEET W OF E
 AU2976'SIDE OF ISLAND AT LOW TIDE.
 AU2976
 AU2976                          STATION RECOVERY (1952)
 AU2976
 AU2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2976'STATION AND REFERENCE MARKS WERE RECOVERED IN FAIR CONDITION.
 AU2976'DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND TO BE
 AU2976'CORRECT.  PUBLISHED DESCRIPTION IS INADEQUATE.  NEW DESCRIPTION
 AU2976'FOLLOWS--
 AU2976'
 AU2976'STATION IS APPROXIMATELY 6 MILES SW OF LEEVILLE, ON A SMALL
 AU2976'ISLAND ABOUT MIDWAY FROM A GROUP OF ISLANDS SEPARATING JACKO
 AU2976'CAMP BAY FROM TIMBALIER BAY, ON THE E SIDE OF THE ISLAND,
 AU2976'APPROXIMATELY 325 FEET N OF THE S END OF THE ISLAND, AND 3
 AU2976'FEET OFFSHORE.  IT IS A STANDARD DISK, STAMPED CAMP 1934 SET
 AU2976'IN A CONCRETE FILLED TILE.
 AU2976'
 AU2976'REFERENCE MARK 1 IS 45.5 FEET SW OF THE S END OF A CUT IN
 AU2976'THE ISLAND, AND 27 FEET W OF THE EDGE OF THE MARSH.  IT IS A
 AU2976'STANDARD DISK, STAMPED CAMP 1934 NO 1 SET IN A CONCRETE
 AU2976'FILLED TILE FLUSH WITH THE GROUND.
 AU2976'
 AU2976'REFERENCE MARK 2 IS 73 FEET NW OF THE S END OF A CUT IN THE
 AU2976'ISLAND, AND 29 FEET W OF THE EDGE OF THE MARSH.  IT IS A
 AU2976'STANDARD DISK, STAMPED CAMP 1934 NO 2 SET IN A CONCRETE
 AU2976'FILLED TILE 3 INCHES BELOW THE SURFACE.
 AU2976'
 AU2976'SEE DESCRIPTION AND POSITION OF CAMP 2 1953.
 AU2976
 AU2976                          STATION RECOVERY (1953)
 AU2976
 AU2976'RECOVERY NOTE BY SUPERIOR OIL COMPANY 1953
 AU2976'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.  THE STATION
 AU2976'IS APPROXIMATELY 400 FEET N OF THE SUPERIOR OIL CO.S CANAL,
 AU2976'ON HIGH MARSH ON THE W BANK OF BAYOU CARRION CROW, 36 FEET
 AU2976'INSHORE.  SEVERAL 10-INCH DIAMETER WILLOW TREES WERE CUT DOWN
 AU2976'AROUND THE STATION.
 AU2976'
 AU2976'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AU2976'EXCEPT THAT IT IS NOW RIGHT ON THE WATERS EDGE.
 AU2976'
 AU2976'REFERENCE MARK NO. 2 WAS NOT SEARCHED FOR.
 AU2976
 AU2976                          STATION RECOVERY (1961)
 AU2976
 AU2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 AU2976'THE STATION WAS VISITED 3-1-61 AND THE STATION MARK WAS
 AU2976'FOUND AT THE EDGE OF THE BANK OF THE BAYOU AND PARTLY IN
 AU2976'THE WATER.  REFERENCE MARKS NO. 1 AND NO. 2 WERE SEARCHED
 AU2976'FOR AND NOT FOUND, ACCORDING TO THE INFORMATION IN PREVIOUS
 AU2976'DESCRIPTIONS IT IS EVIDENT THAT THEY HAVE BEEN DESTROYED
 AU2976'BY EROSION.  A NEW STATION WAS ESTABLISHED 58.80 FEET
 AU2976'WEST-SOUTHWEST OF THE STATION, CAMP 2 1961.  NO AZIMUTH
 AU2976'MARK WAS ESTABLISHED FOR THE NEW STATION.  THE STATION MARK
 AU2976'WAS LEFT AS FOUND BUT WILL BE DESTROYED IN THE NEAR FUTURE
 AU2976'DO TO WASH OF THE WAVES CAUSE BY BOATS USING THE BAYOU.
 AU2976'
 AU2976'SEE DESCRIPTION OF CAMP 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2954 ***********************************************************************
 BH2954  DESIGNATION -  CAMP
 BH2954  PID         -  BH2954
 BH2954  STATE/COUNTY-  LA/ST TAMMANY
 BH2954  USGS QUAD   -  BUSH (1983)
 BH2954
 BH2954                         *CURRENT SURVEY CONTROL
 BH2954  ___________________________________________________________________
 BH2954* NAD 83(1992)-  30 32 48.86062(N)    089 56 51.13223(W)     ADJUSTED  
 BH2954* NAVD 88     -        35.3    (meters)     116.     (feet)  VERTCON   
 BH2954  ___________________________________________________________________
 BH2954  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BH2954  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BH2954
 BH2954  HORZ ORDER  -  FIRST
 BH2954
 BH2954.The horizontal coordinates were established by classical geodetic methods
 BH2954.and adjusted by the National Geodetic Survey in May 1994..
 BH2954
 BH2954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2954
 BH2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2954
 BH2954.The geoid height was determined by GEOID03.
 BH2954
 BH2954;                    North         East     Units Scale Factor Converg.
 BH2954;SPC LA S     -   227,695.210 1,132,964.014   MT  0.99997102   +0 41 34.5
 BH2954;SPC LA S     -   747,030.03  3,717,066.10   sFT  0.99997102   +0 41 34.5
 BH2954;UTM  16      - 3,383,088.221   217,227.904   MT  1.00058654   -1 29 56.6
 BH2954;UTM  15      - 3,383,356.466   792,842.786   MT  1.00065807   +1 33 09.0
 BH2954
 BH2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2954!SPC LA S     -   0.99999874  x   0.99997102  =   0.99996976
 BH2954!UTM  16      -   0.99999874  x   1.00058654  =   1.00058528
 BH2954!UTM  15      -   0.99999874  x   1.00065807  =   1.00065680
 BH2954
 BH2954:                Primary Azimuth Mark                     Grid Az
 BH2954:SPC LA S     -  BOGALUSA PAPER CO CHIMNEY                017 42 07.8
 BH2954:UTM  16      -  BOGALUSA PAPER CO CHIMNEY                019 53 38.9
 BH2954:UTM  15      -  BOGALUSA PAPER CO CHIMNEY                016 50 33.3
 BH2954
 BH2954|---------------------------------------------------------------------|
 BH2954| PID    Reference Object                     Distance      Geod. Az  |
 BH2954|                                                           dddmmss.s |
 BH2954| BH2967 BOGALUSA PAPER CO CHIMNEY           APPROX.27.0 KM 0182342.3 |
 BH2954| BH2959 SUN MUN TANK                        APPROX.12.7 KM 0253658.6 |
 BH2954| DD7637 CAMP AZ MK                                         1624624.9 |
 BH2954| DD7638 CAMP RM 1                            44.105 METERS 20227     |
 BH2954| DD7640 CAMP RM 3                            44.153 METERS 20230     |
 BH2954| BJ4208 ABITA LOT                           APPROX.15.4 KM 2174916.9 |
 BH2954| DD7639 CAMP RM 2                            39.813 METERS 28053     |
 BH2954| DD7641 CAMP RM 4                            35.339 METERS 30036     |
 BH2954| BH2955 WALDHEIM LOT                        APPROX. 4.3 KM 3234220.2 |
 BH2954|---------------------------------------------------------------------|
 BH2954
 BH2954                          SUPERSEDED SURVEY CONTROL
 BH2954
 BH2954  NAD 83(1992)-  30 32 48.86322(N)    089 56 51.13227(W) AD(       ) 1
 BH2954  NAD 83(1986)-  30 32 48.87297(N)    089 56 51.12908(W) AD(       ) 1
 BH2954  NAD 27      -  30 32 48.18577(N)    089 56 50.86704(W) AD(       ) 1
 BH2954  NGVD 29 (07/19/86)   35.4    (m)          116.     (f) VERT ANG       
 BH2954
 BH2954.Superseded values are not recommended for survey control.
 BH2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2954.See file dsdata.txt to determine how the superseded data were derived.
 BH2954
 BH2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1722883088(NAD 83)
 BH2954_MARKER: DS = TRIANGULATION STATION DISK
 BH2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2954+STABILITY: SURFACE MOTION
 BH2954
 BH2954  HISTORY     - Date     Condition        Report By
 BH2954  HISTORY     - 1935     MONUMENTED       CGS
 BH2954  HISTORY     - 1936     GOOD             LAGS
 BH2954  HISTORY     - 1955     GOOD             CGS
 BH2954  HISTORY     - 1970     GOOD             NGS
 BH2954
 BH2954                          STATION DESCRIPTION
 BH2954
 BH2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2954'TEN AND ONE-HALF MILES EAST-NORTHEAST OF COVINGTON, 9-1/2 MILES
 BH2954'NORTH-NORTHWEST OF SAINT TAMMANY, IN THE NORTHEAST QUARTER OF SEC.
 BH2954'12, T. 6 S., R. 12 E., ON LAND REPORTED TO BE OWNED BY THE GREAT
 BH2954'SOUTHERN LUMBER COMPANY, NEAR EAST EDGE OF LARGE CLEARED FIELD,
 BH2954'ABOUT 40 FEET SOUTH OF ROAD FORKS, 215 FEET SOUTHWEST OF CENTER
 BH2954'OF FIRE TOWER ON CAMP LOT (KNOWN LOCALLY AS THE TALLISHEEK
 BH2954'TOWER), 134.4 FEET WEST-SOUTHWEST OF SOUTHWEST FENCE POST OF
 BH2954'ENCLOSURE OF VETERANS C.C.C. CAMP AND 99.8 FEET WEST OF CENTER
 BH2954'LINE OF WEST ROAD FORK.
 BH2954'
 BH2954'TO REACH FROM THE STATE THEATER IN BOGALUSA, GO SOUTH ON STATE
 BH2954'HIGHWAY 7 FOR 9.3 MILES TO END OF PAVEMENT, TURN RIGHT WITH HIGHWAY
 BH2954'7, GO 0.35 MILE TO RAILROAD DEPOT IN VILLAGE OF SUN, TURN LEFT
 BH2954'(SOUTH) WITH HIGHWAY 7 AND GO 2.5 MILES TO FORKS, TAKE RIGHT FORK,
 BH2954'HIGHWAY 7, AND FOLLOW IT IN A SOUTHWESTERLY DIRECTION FOR 3.5
 BH2954'MILES TO DIRT T-ROAD LEFT, TURN LEFT AND GO 4.0 MILES TO THE
 BH2954'C.C.C. CAMP AND STATION 100 YARDS TO SOUTHWEST.
 BH2954'
 BH2954'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BH2954'BRONZE DISKS SET IN CONCRETE.
 BH2954'
 BH2954'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION IN CLEARED FIELD AND 21
 BH2954'FEET NORTHEAST OF A 14-INCH STUMP.
 BH2954'
 BH2954'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION IN CLEARED FIELD AND 78
 BH2954'FEET NORTHEAST OF 10-INCH OAK.
 BH2954'
 BH2954'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION AND 28 FEET WEST OF CENTER
 BH2954'LINE OF ROAD.
 BH2954'
 BH2954'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 BH2954'
 BH2954'HEIGHT OF LIGHT ABOVE STATION - 34 METERS.
 BH2954
 BH2954                          STATION RECOVERY (1936)
 BH2954
 BH2954'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BH2954'RECOVERED AS DESCRIBED.
 BH2954
 BH2954                          STATION RECOVERY (1955)
 BH2954
 BH2954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2954'THE STATION WAS VISITED, AND THE STATION MARK AND REFERENCE MARKS 1
 BH2954'AND 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT
 BH2954'RECOVERED AT THIS DATE. A 9-FT. DISCREPANCY WAS FOUND IN THE
 BH2954'MEASUREMENT TO REFERENCE MARK 2. THE TALLISHEEK LOOKOUT TOWER AND
 BH2954'THE C.C.C. CAMP HAVE BEEN DISMANTLED. THE AREA IS NOW BEING USED
 BH2954'AS A FEEDING LOT FOR CATTLE, AND SEVERAL SHEDS AND FEEDING RACKS
 BH2954'HAVE BEEN BUILT. A NEW DESCRIPTION FOLLOWS--
 BH2954'
 BH2954'THE STATION IS LOCATED 10.5 MI. NE OF COVINGTON, 9.5 MI. NW OF SAINT
 BH2954'TAMMANY, AT THE SITE OF THE ABANDONED TALLISHEEK LOOKOUT TOWER AND
 BH2954'C.C.C. CAMP, ON THE PROPERTY OF THE BOGALUSA TUNG OIL INC., 98 FT.
 BH2954'W OF THE CENTER OF A DIRT ROAD, 42 FT. W OF THE W FACE OF A HAY
 BH2954'BARN (BUILDING NO. 21), 21 FT. N OF THE N EDGE OF A FEEDING RACK
 BH2954'(BUILDING NO. 22), 61 FT. S OF A SMALL TIN-ROOFED SHED (BUILDING NO.
 BH2954'20), AND 54 FT. E OF A N-S FENCE LINE. IT IS A STANDARD DISK,
 BH2954'STAMPED CAMP 1935 AND PROJECTING 2 IN.
 BH2954'
 BH2954'REFERENCE MARK 1 IS 144.70 FT. SW OF THE STATION, IN A FEED LOT S
 BH2954'OF THE LARGE FEEDRACK, 23 FT. N OF A BOARD FENCE, AND 55 FT. NE OF
 BH2954'THE E END OF A GATE IN THE BOARD FENCE. IT IS 90 FT. S OF THE S
 BH2954'EDGE OF THE FEEDRACK (BUILDING NO. 22). IT IS A STANDARD DISK,
 BH2954'STAMPED CAMP NO 1 1935 AND PROJECTING 6 IN.
 BH2954'
 BH2954'REFERENCE MARK 2 IS 139.62 FT. NW OF THE STATION, 37 FT. S OF THE S
 BH2954'EDGE OF A SMALL POND, 56 FT. N OF THE N EDGE OF THE FEEDING RACK,
 BH2954'AND 82 FT. NW OF THE S END OF A BOARD GATE IN A N-S FENCE LINE
 BH2954'SEPARATING TWO FEED LOTS. IT IS A STANDARD DISK, STAMPED CAMP NO 2
 BH2954'1935 AND PROJECTING 8 IN.
 BH2954'
 BH2954'TO REACH THE STATION FROM THE STATE THEATER IN BOGALUSA, GO S ON
 BH2954'STATE HIGHWAY 7 FOR 11.4 MI. TO THE JUNCTION OF STATE HIGHWAY 484,
 BH2954'TURN RIGHT ON STATE HIGHWAY 7 AND GO 4.4 MI. TO A SIDE ROAD LEFT
 BH2954'(THE ENTRANCE TO MONEY HILL PLANTATION), TURN LEFT AND GO 0.6 MI. TO
 BH2954'A FORK, TAKE THE LEFT FORK AND GO 1.7 MI. TO A FORK. TAKE THE
 BH2954'LEFT FORK AND GO 0.75 MI. TO A CATTLE GUARD, PASS OVER THE
 BH2954'CATTLE GUARD AND CONTINUE FOR 0.95 MI. TO THE CATTLE SHEDS AND
 BH2954'THE MARK ON THE RIGHT.
 BH2954
 BH2954                          STATION RECOVERY (1970)
 BH2954
 BH2954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2954'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 BH2954'CONDITION.  REFERENCE MARK 1 AND REFERENCE MARK 2 AND THE AZIMUTH
 BH2954'MARK HAVE BEEN DESTROYED.  REFERENCE MARK 3 AND REFERENCE MARK 4
 BH2954'WERE ESTABLISHED AT THIS TIME.  NO SUITABLE PLACE TO SET AN
 BH2954'AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BH2954'
 BH2954'THE STATION IS LOCATED ABOUT 15.5 MILES SOUTHEAST OF FOLSOM, 10
 BH2954'MILES NORTHEAST OF COVINGTON, 8 MILES SOUTH-SOUTHEAST OF SUN AND ON
 BH2954'LAND OWNED BY BOGALUSA TUNG OIL INC.
 BH2954'
 BH2954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190,
 BH2954'BUSINESS ROUTE 190 AND STATE HIGHWAY 21 ON THE EAST SIDE OF
 BH2954'COVINGTON, GO NORTHEAST ON STATE HIGHWAY 21 FOR 0.25 MILE TO THE
 BH2954'POINT WHERE BUSINESS ROUTE 190 TURNS TO THE LEFT, CONTINUE
 BH2954'NORTHEAST ON STATE HIGHWAY 21 FOR 0.15 MILE TO THE JUNCTION WITH
 BH2954'STATE HIGHWAY 36, CONTINUE NORTHEAST ON STATE HIGHWAY 21 FOR 7.5
 BH2954'MILES TO THE JUNCTION WITH STATE HIGHWAY 1083, CONTINUE
 BH2954'NORTHEAST ON STATE HIGHWAY 21 FOR 3.45 MILES TO THE ENTRANCE TO
 BH2954'THE MONEY HILL PLANTATION ON THE RIGHT.  TURN RIGHT AND GO
 BH2954'EASTERLY PASSING THROUGH GATE AND CONTINUE EASTERLY ON GRAVELED
 BH2954'ROAD FOR 3.0 MILES TO A CATTLE GUARD, CONTINUE EASTERLY ON MAIN
 BH2954'ROAD FOR 1.05 MILES TO AN OLD BUILDING ON THE RIGHT AND THE
 BH2954'STATION ON THE WEST SIDE OF THE OLD BUILDING.
 BH2954'
 BH2954'THE STATION MARK IS A STANDARD DISK, STAMPED CAMP 1935, SET IN THE
 BH2954'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BH2954'SURFACE OF THE GROUND.  IT IS 67 FEET SOUTHEAST OF A NORTH GATE
 BH2954'POST, 62 FEET SOUTH OF THE SOUTH WALL OF AN OLD BUILDING AND 42
 BH2954'FEET WEST OF THE WEST WALL OF THE OLD BUILDING.
 BH2954'
 BH2954'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CAMP 1935 NO 3 1970,
 BH2954'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BH2954'PROJECTS 2 INCHES.  IT IS 202 FEET WEST OF THE GRAVELED ROAD, 21
 BH2954'FEET SOUTH OF A DIM TRACK ROAD AND 2.4 FEET EAST-SOUTHEAST OF A
 BH2954'METAL WITNESS POST WITH A SIGN ATTACHED.
 BH2954'
 BH2954'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CAMP 1935 NO 4 1970,
 BH2954'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BH2954'PROJECTS 3 INCHES.  IT IS 50 FEET NORTHWEST OF THE NORTH GATE POST
 BH2954'OF A GATE, 30 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A
 BH2954'DIM TRACK ROAD AND 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 BH2954'A SIGN ATTACHED.
 BH2954'
 BH2954'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2420 ***********************************************************************
 AU2420  DESIGNATION -  CAMP 1934
 AU2420  PID         -  AU2420
 AU2420  STATE/COUNTY-  LA/TERREBONNE
 AU2420  USGS QUAD   -  CARENCRO BAYOU (1980)
 AU2420
 AU2420                         *CURRENT SURVEY CONTROL
 AU2420  ___________________________________________________________________
 AU2420* NAD 83(1992)-  29 28 59.44091(N)    091 03 53.62207(W)     ADJUSTED  
 AU2420* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2420  **This station is located in a subsidence area (see below).
 AU2420  ___________________________________________________________________
 AU2420  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2420  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU2420
 AU2420  HORZ ORDER  -  THIRD
 AU2420
 AU2420.The horizontal coordinates were established by classical geodetic methods
 AU2420.and adjusted by the National Geodetic Survey in January 1993..
 AU2420
 AU2420 ** The orthometric height has not been validated since last determined
 AU2420 ** by differential leveling and should not be used for control purposes.
 AU2420 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2420 ** area with valid NAVD 88 orthometric heights.
 AU2420 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2420 ** epoch indicated which incorporates improved geoid heights for the
 AU2420 ** Southern Louisiana Subsidence area.
 AU2420 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2420.The orthometric height was scaled from a topographic map.
 AU2420
 AU2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2420
 AU2420.The geoid height was determined by GEOID03.
 AU2420
 AU2420;                    North         East     Units Scale Factor Converg.
 AU2420;SPC LA S     -   109,011.649 1,026,032.865   MT  0.99996628   +0 08 03.2
 AU2420;SPC LA S     -   357,649.05  3,366,242.82   sFT  0.99996628   +0 08 03.2
 AU2420;UTM  15      - 3,263,079.217   687,614.400   MT  1.00003434   +0 57 09.6
 AU2420
 AU2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2420!SPC LA S     -   1.00000396  x   0.99996628  =   0.99997024
 AU2420!UTM  15      -   1.00000396  x   1.00003434  =   1.00003830
 AU2420
 AU2420|---------------------------------------------------------------------|
 AU2420| PID    Reference Object                     Distance      Geod. Az  |
 AU2420|                                                           dddmmss.s |
 AU2420| AU2419 CAMP 2                               17.921 METERS 24536     |
 AU2420| AU2342 PENCHANT                            APPROX. 5.9 KM 3250812.3 |
 AU2420|---------------------------------------------------------------------|
 AU2420
 AU2420                          SUPERSEDED SURVEY CONTROL
 AU2420
 AU2420  NAD 83(1986)-  29 28 59.46903(N)    091 03 53.62460(W) AD(       ) 3
 AU2420  NAD 27      -  29 28 58.69700(N)    091 03 53.27000(W) AD(       ) 3
 AU2420
 AU2420.Superseded values are not recommended for survey control.
 AU2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2420.See file dsdata.txt to determine how the superseded data were derived.
 AU2420
 AU2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8761463079(NAD 83)
 AU2420_MARKER: DS = TRIANGULATION STATION DISK
 AU2420_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2420_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2420
 AU2420  HISTORY     - Date     Condition        Report By
 AU2420  HISTORY     - 1934     MONUMENTED       CGS
 AU2420  HISTORY     - 1940     MARK NOT FOUND   CGS
 AU2420  HISTORY     - 1948     MARK NOT FOUND   CGS
 AU2420  HISTORY     - 1953     GOOD             SUPOCO
 AU2420  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2420  HISTORY     - 1966     GOOD             CGS
 AU2420
 AU2420                          STATION DESCRIPTION
 AU2420
 AU2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU2420'STATION IS IN HIGH MARSH ON THE W BANK OF CARRION CROW BAYOU,
 AU2420'ABOUT 1/2 MILE S OF ITS JUNCTION WITH BAYOU PENCHANT, AT A
 AU2420'GROUP OF TRAPPERS HOUSEBOATS KNOWN LOCALLY AS CARRION CROW
 AU2420'SETTLEMENT, BETWEEN THE BAYOU AND A SMALL GROUP OF SCRUB
 AU2420'WILLOWS AND ABOUT 14 METERS (46 FEET) INSHORE.
 AU2420'
 AU2420'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2420'IN THE TOP OF A TILE.
 AU2420'
 AU2420'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN THE CENTER
 AU2420'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU2420'INTO THE MARSH, IS 10.617 METERS (34.83 FEET) NE OF THE STATION.
 AU2420'
 AU2420'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN THE CENTER
 AU2420'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU2420'INTO THE MARSH, IS 11.312 METERS (37.11 FEET) SE OF THE STATION.
 AU2420
 AU2420                          STATION RECOVERY (1940)
 AU2420
 AU2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PHG)
 AU2420'THIRTEEN HOURS WERE SPENT SEARCHING FOR THE STATION.  NEITHER
 AU2420'STATION OR REFERENCE MARKS WERE FOUND.  IT APPEARS THAT THIS
 AU2420'CANAL HAS BEEN DREDGED OUT SINCE THE STATION WAS ESTABLISHED AND
 AU2420'THE DREDGED MATERIAL COVERED UP THE STATION AND REFERENCE MARKS.
 AU2420
 AU2420                          STATION RECOVERY (1948)
 AU2420
 AU2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU2420'ONE DAY WAS SPENT SEARCHING FOR THE STATION BUT IT COULD NOT
 AU2420'BE FOUND.  THE DREDGING OF THE CANAL PROBABLY DESTROYED THE
 AU2420'STATION.
 AU2420
 AU2420                          STATION RECOVERY (1953)
 AU2420
 AU2420'RECOVERY NOTE BY SUPERIOR OIL COMPANY 1953 (JMM)
 AU2420'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.  THE STATION
 AU2420'IS APPROXIMATELY 400 FT. N OF THE SUPERIOR OIL CO. CANAL, ON
 AU2420'HIGH MARSH ON THE W BANK OF BAYOU CARRION CROW, AND 36 FT. INSHORE.
 AU2420'SEVERAL 10-IN. IN DIAMETER WILLOW TREES WERE CUT DOWN AROUND THE
 AU2420'STATION.
 AU2420'
 AU2420'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED,
 AU2420'EXCEPT THAT IT IS NOW RIGHT ON THE WATERS EDGE.
 AU2420'
 AU2420'REFERENCE MARK 2 WAS NOT SEARCHED FOR.
 AU2420
 AU2420                          STATION RECOVERY (1961)
 AU2420
 AU2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 AU2420'THE STATION WAS VISITED 3-1-61 AND THE STATION MARK WAS FOUND
 AU2420'AT THE EDGE OF THE BANK OF THE BAYOU AND PARTLY IN THE WATER.
 AU2420'REFERENCE MARKS NO. 1 AND NO. 2 WERE SEARCHED FOR AND NOT
 AU2420'FOUND, ACCORDING TO THE INFORMATION IN PREVIOUS DESCRIPTIONS
 AU2420'IT IS EVIDENT THAT THEY HAVE BEEN DESTROYED BY EROSION.  A
 AU2420'NEW STATION WAS ESTABLISHED 58.80 FEET WEST-SOUTHWEST OF THE
 AU2420'STATION, CAMP 2 1961, NO AZIMUTH MARK WAS ESTABLISHED FOR THE
 AU2420'NEW STATION.  THE STATION MARK WAS LEFT AS FOUND BUT WILL BE
 AU2420'DESTROYED IN THE NEAR FUTURE DO TO WASH OF THE WAVES CAUSE
 AU2420'BY BOATS USING THE BAYOU.
 AU2420
 AU2420                          STATION RECOVERY (1966)
 AU2420
 AU2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2420'THE STATION WAS VISITED AND THE STATION MARK WAS FOUND IN
 AU2420'FAIR CONDITION AT THE EDGE OF GARRION CROW BAYOU.  TRIANGULATION
 AU2420'STATION CAMP 2 1961 WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2419 ***********************************************************************
 AU2419  DESIGNATION -  CAMP 2
 AU2419  PID         -  AU2419
 AU2419  STATE/COUNTY-  LA/TERREBONNE
 AU2419  USGS QUAD   -  CARENCRO BAYOU (1980)
 AU2419
 AU2419                         *CURRENT SURVEY CONTROL
 AU2419  ___________________________________________________________________
 AU2419* NAD 83(1992)-  29 28 59.20048(N)    091 03 54.22789(W)     ADJUSTED  
 AU2419* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2419  **This station is located in a subsidence area (see below).
 AU2419  ___________________________________________________________________
 AU2419  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2419  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU2419
 AU2419  HORZ ORDER  -  THIRD
 AU2419
 AU2419.The horizontal coordinates were established by classical geodetic methods
 AU2419.and adjusted by the National Geodetic Survey in January 1993..
 AU2419.No horizontal observational check was made to the station.
 AU2419
 AU2419 ** The orthometric height has not been validated since last determined
 AU2419 ** by differential leveling and should not be used for control purposes.
 AU2419 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2419 ** area with valid NAVD 88 orthometric heights.
 AU2419 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2419 ** epoch indicated which incorporates improved geoid heights for the
 AU2419 ** Southern Louisiana Subsidence area.
 AU2419 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2419.The orthometric height was scaled from a topographic map.
 AU2419
 AU2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2419
 AU2419.The geoid height was determined by GEOID03.
 AU2419
 AU2419;                    North         East     Units Scale Factor Converg.
 AU2419;SPC LA S     -   109,004.208 1,026,016.563   MT  0.99996629   +0 08 02.9
 AU2419;SPC LA S     -   357,624.64  3,366,189.34   sFT  0.99996629   +0 08 02.9
 AU2419;UTM  15      - 3,263,071.543   687,598.204   MT  1.00003426   +0 57 09.3
 AU2419
 AU2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2419!SPC LA S     -   1.00000396  x   0.99996629  =   0.99997025
 AU2419!UTM  15      -   1.00000396  x   1.00003426  =   1.00003822
 AU2419
 AU2419|---------------------------------------------------------------------|
 AU2419| PID    Reference Object                     Distance      Geod. Az  |
 AU2419|                                                           dddmmss.s |
 AU2419| AU2420 CAMP 1934                            17.921 METERS 06536     |
 AU2419| CV8784 CAMP 2 RM 3                          14.501 METERS 17707     |
 AU2419| CV8785 CAMP 2 RM 4                                        24536     |
 AU2419|---------------------------------------------------------------------|
 AU2419
 AU2419                          SUPERSEDED SURVEY CONTROL
 AU2419
 AU2419  NAD 83(1986)-  29 28 59.22859(N)    091 03 54.23042(W) AD(       ) 3
 AU2419  NAD 27      -  29 28 58.45700(N)    091 03 53.87600(W) AD(       ) 3
 AU2419
 AU2419.Superseded values are not recommended for survey control.
 AU2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2419.See file dsdata.txt to determine how the superseded data were derived.
 AU2419
 AU2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8759863072(NAD 83)
 AU2419_MARKER: DS = TRIANGULATION STATION DISK
 AU2419_SETTING: 0 = UNSPECIFIED SETTING
 AU2419
 AU2419  HISTORY     - Date     Condition        Report By
 AU2419  HISTORY     - 1961     MONUMENTED       CGS
 AU2419
 AU2419                          STATION DESCRIPTION
 AU2419
 AU2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CRR)
 AU2419'THE STATION IS LOCATED ON THE HIGH MARSH LAND ON THE WEST BANK
 AU2419'OF CARRION CROW BAYOU, ABOUT 1/2 MILE SOUTH OF THE JUNCTION
 AU2419'WITH BAYOU PENCHANT AND 1.1 MILES SOUTH OF THE JUNCTION WITH
 AU2419'TURTLE BAYOU.  IT IS 59 FEET WEST-SOUTHWEST OF THE WEST BANK
 AU2419'OF THE BAYOU ANF 46 FEET EAST OF THE EDGE OF THE MARSH LAND
 AU2419'TO THE WEST, IN THE CENTER OF A SMALL STRIP OF HARD MARSH
 AU2419'SPARSELY COVERED WITH WILLOWS.  IT IS A STANDARD DISK, STAMPED
 AU2419'CAMP 2 1961, CLAMPED TO THE TOP OF 5/8 INCH BY 16 FEET OF
 AU2419'COPPERWELD ROD DRIVEN IN THE MARSH, THE TOP PORTION OF WHICH
 AU2419'IS ENCASED IN A FIVE FOOT SECTION OF 8-INCH ORANGEBURG PIPE
 AU2419'FILLED WITH CONCRETE, PROJECTING 2 FEET.  IT IS 1 FOOT
 AU2419'SOUTH OF A METAL WITNESS POST.
 AU2419'
 AU2419'REFERENCE MARK NO. 3 IS 47.57 FEET SOUTH-SOUTHEAST OF THE
 AU2419'STATION, 85 FEET WEST OF THE WEST BANK OF THE BAYOU, AND 45
 AU2419'FEET EAST OF THE WEST EDGE OF THE HARD MARSH.  IT IS A STANDARD
 AU2419'DISK WELDED ON THE TOP OF A 2-1/2 INCH CAST IRON PIPE DRIVEN
 AU2419'INTO THE MARSH 10 FEET AND REENFORCED WITH CONCRETE.  IT
 AU2419'PROJECTS 2 FEET.
 AU2419'
 AU2419'REFERENCE MARK NO. 4 IS 46.51 FEET WEST-SOUTHWEST OF THE STATION,
 AU2419'105 FEET WEST OF THE WEST BANK OF THE BAYOU, AT THE EDGE OF THE
 AU2419'MARSH LAND.  IT IS A STANDARD DISK, STAMPED CAMP 2 NO 4 1961,
 AU2419'WELDED ON THE TOP OF A 2-1/2 INCH CAST IRON PIPE, DRIVEN IN THE
 AU2419'MARSH 10 FEET AND REENFORCE WITH CONCRETE, PROJECTING 2 FEET.
 AU2419'
 AU2419'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 52.94
 AU2419'FEET OF 16.133 METERS
 AU2419'
 AU2419'THE STATION CAN ONLY BE REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2975 ***********************************************************************
 AU2975  DESIGNATION -  CAMP 2
 AU2975  PID         -  AU2975
 AU2975  STATE/COUNTY-  LA/LAFOURCHE
 AU2975  USGS QUAD   -  PELICAN PASS (1994)
 AU2975
 AU2975                         *CURRENT SURVEY CONTROL
 AU2975  ___________________________________________________________________
 AU2975* NAD 83(1992)-  29 11 02.73108(N)    090 17 59.46778(W)     ADJUSTED  
 AU2975* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2975  **This station is located in a subsidence area (see below).
 AU2975  ___________________________________________________________________
 AU2975  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU2975  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AU2975
 AU2975  HORZ ORDER  -  THIRD
 AU2975
 AU2975.The horizontal coordinates were established by classical geodetic methods
 AU2975.and adjusted by the National Geodetic Survey in January 1993..
 AU2975
 AU2975 ** The orthometric height has not been validated since last determined
 AU2975 ** by differential leveling and should not be used for control purposes.
 AU2975 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2975 ** area with valid NAVD 88 orthometric heights.
 AU2975 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2975 ** epoch indicated which incorporates improved geoid heights for the
 AU2975 ** Southern Louisiana Subsidence area.
 AU2975 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2975.The orthometric height was scaled from a topographic map.
 AU2975
 AU2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2975
 AU2975.The geoid height was determined by GEOID03.
 AU2975
 AU2975;                    North         East     Units Scale Factor Converg.
 AU2975;SPC LA S     -    76,283.581 1,100,523.635   MT  1.00002655   +0 31 00.3
 AU2975;SPC LA S     -   250,273.72  3,610,634.63   sFT  1.00002655   +0 31 00.3
 AU2975;UTM  15      - 3,231,400.116   762,578.212   MT  1.00045088   +1 19 02.6
 AU2975
 AU2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2975!SPC LA S     -   1.00000378  x   1.00002655  =   1.00003033
 AU2975!UTM  15      -   1.00000378  x   1.00045088  =   1.00045466
 AU2975
 AU2975|---------------------------------------------------------------------|
 AU2975| PID    Reference Object                     Distance      Geod. Az  |
 AU2975|                                                           dddmmss.s |
 AU2975| AU2976 CAMP                                 62.911 METERS 13505     |
 AU2975| DD6460 CAMP RM 2                            43.250 METERS 13621     |
 AU2975| DD6461 CAMP 2 RM 3                          25.176 METERS 21335     |
 AU2975| AU2972 PHILO                               APPROX. 5.0 KM 2834041.0 |
 AU2975| DD6462 CAMP 2 RM 4                          23.252 METERS 32713     |
 AU2975|---------------------------------------------------------------------|
 AU2975
 AU2975                          SUPERSEDED SURVEY CONTROL
 AU2975
 AU2975  NAD 83(1986)-  29 11 02.74758(N)    090 17 59.47895(W) AD(       ) 3
 AU2975  NAD 27      -  29 11 01.92800(N)    090 17 59.18500(W) AD(       ) 3
 AU2975
 AU2975.Superseded values are not recommended for survey control.
 AU2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2975.See file dsdata.txt to determine how the superseded data were derived.
 AU2975
 AU2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6257831400(NAD 83)
 AU2975_MARKER: DS = TRIANGULATION STATION DISK
 AU2975_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2975_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2975
 AU2975  HISTORY     - Date     Condition        Report By
 AU2975  HISTORY     - 1953     MONUMENTED       CGS
 AU2975  HISTORY     - 1966     GOOD             CGS
 AU2975
 AU2975                          STATION DESCRIPTION
 AU2975
 AU2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ALP)
 AU2975'STATION IS LOCATED APPROXIMATELY 3 MILES E OF PHILO BRICE
 AU2975'ISLANDS, ON A SMALL ISLAND, ONE OF THE GROUP OF ISLANDS WHICH
 AU2975'SEPARATE JACKO CAMP BAY FROM TIMBALIER BAY, NEAR THE CENTER
 AU2975'OF A SMALL ISLAND, 470 FEET N OF THE S POINT OF THE ISLAND,
 AU2975'223 FEET E OF THE W SIDE OF THE ISLAND, 139 FEET W OF THE
 AU2975'E SIDE OF THE ISLAND, AND 3 FEET E OF A WITNESS POST.  IT
 AU2975'IS A STANDARD DISK, STAMPED CAMP 2 1953 SET IN THE TOP OF A
 AU2975'6-INCH CONCRETE TILE, WHICH IS FASTENED TO A 2 BY 4 AND
 AU2975'DRIVEN INTO THE MARSH.  THE MARK PROJECTS 18 INCHES.
 AU2975'
 AU2975'REFERENCE MARK 2 IS SE OF THE STATION AND ALMOST ON LINE
 AU2975'WITH STATION CAMP 1934.  IT IS A STANDARD DISK, STAMPED
 AU2975'CAMP 1934 NO 2 SET IN THE TOP OF A CONCRETE MONUMENT 3 INCHES
 AU2975'UNDER GROUND.
 AU2975'
 AU2975'REFERENCE MARK 3 IS SW OF THE STATION.  IT IS A STANDARD
 AU2975'DISK, STAMPED CAMP 2 1953 SET IN THE TOP OF A 6-INCH CONCRETE
 AU2975'TILE, WHICH IS FASTENED TO A 2 BY 4 AND DRIVEN INTO THE
 AU2975'MARSH.  THE MARK PROJECTS 18 INCHES.
 AU2975'
 AU2975'REFERENCE MARK 4 IS NE OF THE STATION.  IT IS A STANDARD
 AU2975'DISK, STAMPED CAMP 2 1953 NO 4 SET IN THE TOP OF A 6-INCH
 AU2975'CONCRETE TILE, WHICH IS FASTENED TO A 2 BY 4 AND DRIVEN INTO
 AU2975'THE MARSH.  THE MARK PROJECTS 18 INCHES.
 AU2975
 AU2975                          STATION RECOVERY (1966)
 AU2975
 AU2975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2975'THE STATION WAS VISITED 3/29/66 AND THE STATION MARK AND
 AU2975'REFERENCE MARK NO. 3 AND 4 WERE FOUND IN GOOD CONDITION.
 AU2975'THE DESCRIPTION WAS ADEQUATE TO RECOVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1854 ***********************************************************************
 BX1854  DESIGNATION -  CAMPTI
 BX1854  PID         -  BX1854
 BX1854  STATE/COUNTY-  LA/NATCHITOCHES
 BX1854  USGS QUAD   -  CAMPTI (1996)
 BX1854
 BX1854                         *CURRENT SURVEY CONTROL
 BX1854  ___________________________________________________________________
 BX1854* NAD 83(1992)-  31 55 04.34917(N)    093 05 56.24318(W)     ADJUSTED  
 BX1854* NAVD 88     -        56.29   (+/-2cm)     184.7    (feet)  VERTCON   
 BX1854  ___________________________________________________________________
 BX1854  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BX1854  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1854
 BX1854  HORZ ORDER  -  FIRST
 BX1854  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1854
 BX1854.The horizontal coordinates were established by classical geodetic methods
 BX1854.and adjusted by the National Geodetic Survey in January 1993..
 BX1854
 BX1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1854.The vertical order pertains to the NGVD 29 superseded value.
 BX1854
 BX1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1854
 BX1854.The geoid height was determined by GEOID03.
 BX1854
 BX1854;                    North         East     Units Scale Factor Converg.
 BX1854;SPC LA N     -   157,363.182   943,357.453   MT  0.99991474   -0 19 00.0
 BX1854;SPC LA N     -   516,282.37  3,094,998.58   sFT  0.99991474   -0 19 00.0
 BX1854;UTM  15      - 3,531,337.061   490,644.712   MT  0.99960108   -0 03 08.3
 BX1854
 BX1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1854!SPC LA N     -   0.99999523  x   0.99991474  =   0.99990997
 BX1854!UTM  15      -   0.99999523  x   0.99960108  =   0.99959632
 BX1854
 BX1854:                Primary Azimuth Mark                     Grid Az
 BX1854:SPC LA N     -  GOLDONNA LOOKOUT TOWER                   057 25 16.7
 BX1854:UTM  15      -  GOLDONNA LOOKOUT TOWER                   057 09 25.0
 BX1854
 BX1854|---------------------------------------------------------------------|
 BX1854| PID    Reference Object                     Distance      Geod. Az  |
 BX1854|                                                           dddmmss.s |
 BX1854| BX2782 GOLDONNA LOOKOUT TOWER              APPROX.16.5 KM 0570616.7 |
 BX1854| BX2788 CAMPTI MUNICIPAL TANK               APPROX. 3.0 KM 2173717.2 |
 BX1854| BX1853 CAMPTI RM 1                          33.229 METERS 23414     |
 BX1854| BX1852 CAMPTI AZ MK                                       2361805.5 |
 BX1854| BX1855 CAMPTI RM 2                          18.488 METERS 32728     |
 BX1854|---------------------------------------------------------------------|
 BX1854
 BX1854                          SUPERSEDED SURVEY CONTROL
 BX1854
 BX1854  NAD 83(1986)-  31 55 04.36376(N)    093 05 56.23498(W) AD(       ) 1
 BX1854  NAD 27      -  31 55 03.78200(N)    093 05 55.64800(W) AD(       ) 1
 BX1854  NGVD 29 (??/??/??)   56.339  (m)          184.84   (f) ADJUSTED    1 1
 BX1854
 BX1854.Superseded values are not recommended for survey control.
 BX1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1854.See file dsdata.txt to determine how the superseded data were derived.
 BX1854
 BX1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9064531337(NAD 83)
 BX1854_MARKER: DS = TRIANGULATION STATION DISK
 BX1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1854_STAMPING: CAMPTI 1941
 BX1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1854+STABILITY: SURFACE MOTION
 BX1854
 BX1854  HISTORY     - Date     Condition        Report By
 BX1854  HISTORY     - 1941     MONUMENTED       CGS
 BX1854  HISTORY     - 1965     GOOD             CGS
 BX1854  HISTORY     - 1966     GOOD             CGS
 BX1854  HISTORY     - 1967     GOOD             LOCENG
 BX1854  HISTORY     - 1969     GOOD             CGS
 BX1854  HISTORY     - 1969     GOOD             CGS
 BX1854  HISTORY     - 1969     GOOD             CGS
 BX1854  HISTORY     - 19950506 GOOD             USPSQD
 BX1854  HISTORY     - 20010922 GOOD             USPSQD
 BX1854  HISTORY     - 20060610 GOOD             USPSQD
 BX1854
 BX1854                          STATION DESCRIPTION
 BX1854
 BX1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX1854'STATION IS ABOUT 2 MILES NE OF CAMPTI IN SECTION 21, T 11
 BX1854'N, R 7 W, ON HIGHWAY RIGHT-OF-WAY, 30 FEET SE OF THE CENTER OF
 BX1854'STATE HIGHWAY 50, 3 FEET NW OF A WHITE REFERENCE POST, 13 FEET
 BX1854'NW OF A FENCE CORNER, IS STAMPED CAMPTI 1941 AND PROJECTS 8
 BX1854'INCHES.
 BX1854'
 BX1854'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX1854'BRONZE DISKS SET IN CONCRETE.
 BX1854'
 BX1854'REFERENCE MARK NO. 1 IS 30 FEET SE OF THE CENTER OF THE HIGHWAY,
 BX1854'7 FEET NW OF A 16-INCH PINE TREE, IS STAMPED CAMPTI NO. 1
 BX1854'1941 AND PROJECTS 6 INCHES.
 BX1854'
 BX1854'REFERENCE MARK NO. 2 IS 24 FEET NW OF THE CENTER OF THE HIGHWAY,
 BX1854'1 FOOT SE OF A FENCE, IS STAMPED CAMPTI NO. 2 1941 AND PROJECTS
 BX1854'10 INCHES.
 BX1854'
 BX1854'THE AZIMUTH MARK IS 24 FEET N OF THE CENTER OF STATE HIGHWAY
 BX1854'50, 63 FEET E OF A DIRT ROAD, 3 FEET E OF A WHITE REFERENCE
 BX1854'POST, IS STAMPED CAMPTI 1941 AND PROJECTS 6 INCHES.
 BX1854'
 BX1854'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 BX1854'71 AND STATE HIGHWAY 50, GO NE ON STATE HIGHWAY 50 FOR 0.9 MILE
 BX1854'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.3 MILE TO THE STATION
 BX1854'ON THE RIGHT.
 BX1854'
 BX1854'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX1854
 BX1854                          STATION RECOVERY (1965)
 BX1854
 BX1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX1854'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 BX1854'STATION SITE IS MUCH THE SAME AS IT WAS IN 1941 WITH THE
 BX1854'EXCEPTION OF STATE HIGHWAY 50 WHICH IS NOW STATE HIGHWAY 9
 BX1854'AND THE FENCE WHICH WAS NEAR REFERENCE MARK NUMBER 2 IS NO
 BX1854'LONGER THERE.
 BX1854'
 BX1854'A DISTANCE AND ANGLE CHECK WAS MADE TO THE REFERENCE MARKS AND A
 BX1854'DIFFERENCE WAS FOUND IN THE MEASURED DISTANCE TO REFERENCE
 BX1854'MARK NUMBER 2.  THE MARK IS STILL SOLID IN THE GROUND.
 BX1854'
 BX1854'STATION MARK DISK IS STAMPED CAMPTI 1941, SET IN THE TOP OF A
 BX1854'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 12 INCHES.  MARK IS
 BX1854'119 FEET SOUTH OF A POWERLINE POLE, 80 FEET NORTHEAST OF A FENCE
 BX1854'CORNER, 34-1/2 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 BX1854'9, 17 FEET NORTHWEST OF A FENCE CORNER AND IS AS DESCRIBED IN
 BX1854'
 BX1854'REFERENCE MARK NUMBER 1 DISK IS STAMPED CAMPTI NO 1 1941,
 BX1854'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 BX1854'2 INCHES.  MARK IS 33 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 9,
 BX1854'8.5 FEET NORTHWEST OF A 24-INCH PINE TREE, 5.4 FEET SOUTHEAST OF
 BX1854'A FENCELINE, INSIDE A PASTURE.
 BX1854'
 BX1854'REFERENCE MARK NUMBER 2 DISK IS STAMPED CAMPTI NO 2 1941, SET
 BX1854'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 BX1854'3 INCHES.  MARK IS 39.5 FEET EAST OF THE NORTHEAST CORNER OF A
 BX1854'FRAME HOUSE WHICH IS DIRECTLY ACROSS THE HIGHWAY FROM THE STATION
 BX1854'MARK, 26-1/2 FEET NORTHWEST OF THE CENTER OF HIGHWAY 9 AND IS AS
 BX1854'
 BX1854'AZIMUTH MARK DISK IS STAMPED CAMPTI 1941, SET IN THE TOP OF A
 BX1854'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.  MARK IS
 BX1854'68 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD WHICH LEADS
 BX1854'NORTHERLY FROM HIGHWAY 9, 24 FEET NORTHWEST OF THE CENTER OF
 BX1854'HIGHWAY 9.
 BX1854'
 BX1854'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 71, 84
 BX1854'AND STATE HIGHWAY 9 WHICH IS ABOUT 1 MILE NORTH OF THE SMALL
 BX1854'TOWN OF CAMPTI.  GO NORTHEASTERLY ON STATE HIGHWAY 9 FOR 0.85
 BX1854'MILE TO THE AZIMUTH MARK ON THE LEFT, AS DESCRIBED.  CONTINUE
 BX1854'STRAIGHT AHEAD, ON HIGHWAY 9 FOR 0.3 MILE TO THE STATION MARK
 BX1854'ON THE RIGHT, AS DESCRIBED.
 BX1854'
 BX1854'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BX1854
 BX1854                          STATION RECOVERY (1966)
 BX1854
 BX1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 BX1854'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX1854
 BX1854                          STATION RECOVERY (1967)
 BX1854
 BX1854'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (FHS)
 BX1854'CAMPTI 1941 RECOVERED GOOD.
 BX1854'
 BX1854'CAMPTI NO 1 1941 RECOVERED GOOD.
 BX1854'
 BX1854'CAMPTI NO 2 1941 RECOVERED GOOD.
 BX1854'
 BX1854'CAMPTI (AZ) 1941 RECOVERED GOOD.
 BX1854'
 BX1854'ALL MARKS AS DESCRIBED WITH THE EXCEPTION THAT THE WITNESS POSTS NO
 BX1854'LONGER EXIST.
 BX1854
 BX1854                          STATION RECOVERY (1969)
 BX1854
 BX1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 BX1854'THE STATION MARK, STAMPED CAMPTI 1941, IS ABOUT 0.25 MILE NORTHEAST
 BX1854'ALONG EDENBORN STREET FROM THE POST OFFICE AT CAMPTI, THENCE 1.2
 BX1854'MILES NORTH ALONG U.S. HIGHWAYS 71 AND 84, THENCE 1.25 MILES
 BX1854'NORTHEAST ALONG STATE HIGHWAY 9, IN SECTION 21, T 11 N, R 7 W, 35
 BX1854'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 103 FEET
 BX1854'SOUTHWEST OF A TELEPHONE POLE AND AN UNDERGROUND TELEPHONE CABLE
 BX1854'MARKER, 17 FEET NORTHWEST OF A FENCE, 24 FEET SOUTHWEST OF A
 BX1854'12-INCH OAK TREE, 109.02 FEET NORTHEAST OF RM 1, 60.64 FEET
 BX1854'SOUTHEAST AND ACROSS THE HIGHWAY FROM RM 2, ABOUT 4 FEET ABOVE
 BX1854'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1854'WHICH PROJECTS 9 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1854'
 BX1854'RM 1, STAMPED CAMPTI NO 1 1941, IS 109.02 FEET SOUTHWEST OF THE
 BX1854'STATION MARK, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BX1854'64-1/2 FEET NORTHEAST OF A TELEPHONE POLE AND AN UNDERGROUND
 BX1854'TELEPHONE CABLE MARKER, 35 FEET NORTHEAST OF THE EXTENDED CENTER
 BX1854'LINE OF A PAVED DRIVEWAY, 30 FEET SOUTHWEST OF A CORNER FENCE POST,
 BX1854'5-1/2 FEET SOUTHEAST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF
 BX1854'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX1854'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1854'
 BX1854'RM 2, STAMPED CAMPTI NO 2 1941, IS 60.84 FEET NORTHWEST AND ACROSS
 BX1854'THE HIGHWAY FROM THE STATION MARK, 26-1/2 FEET NORTHWEST OF THE
 BX1854'CENTER LINE OF THE HIGHWAY, 39-1/2 FEET SOUTHEAST OF THE EAST
 BX1854'CORNER OF A FRAME HOUSE, 38-1/2 FEET SOUTHEAST OF AN 18-INCH
 BX1854'SYCAMORE TREE, 14 FEET EAST OF A GAS METER, ABOUT 1 FOOT ABOVE THE
 BX1854'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1854'WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1854'
 BX1854'THE AZIMUTH MARK, STAMPED CAMPTI 1941, IS 0.35 MILE SOUTHWEST ALONG
 BX1854'THE HIGHWAY FROM THE STATION MARK, 25 FEET NORTHWEST OF THE CENTER
 BX1854'LINE OF THE HIGHWAY, 66 FEET NORTHEAST OF THE CENTER LINE OF A
 BX1854'GRAVELED ROAD WHICH LEADS NORTH, 91-1/2 FEET NORTHEAST AND ACROSS
 BX1854'THE GRAVELED ROAD FROM POWER POLE NUMBER 34 WHICH BEARS A
 BX1854'TRANSFORMER, ABOUT 1-1/2 FEET ABOVE THE HIGHWAY, AND SET IN THE
 BX1854'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 BX1854'OF THE GROUND.
 BX1854'
 BX1854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES NORTH.
 BX1854
 BX1854                          STATION RECOVERY (1969)
 BX1854
 BX1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX1854'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 BX1854'RECOVERED AS DESCRIBED IN 1965 BY B.I.W.
 BX1854
 BX1854                          STATION RECOVERY (1969)
 BX1854
 BX1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1854'2.7 MI N FROM CAMPTI.
 BX1854'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1854'AT CAMPTI, THENCE 1.2 MILES NORTH ALONG U.S. HIGHWAYS 71 AND 84,
 BX1854'THENCE 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 9, IN SECTION 21, T 11
 BX1854'N, R 7 W, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 103
 BX1854'FEET SOUTHWEST OF A TELEPHONE POLE AND AN UNDERGROUND TELEPHONE CABLE
 BX1854'MARKER, 17 FEET NORTHWEST OF A FENCE, 24 FEET SOUTHWEST OF A 12-INCH
 BX1854'OAK TREE, 109.02 FEET NORTHEAST OF CAMPTI RM 1, 60.64 FEET SOUTHEAST
 BX1854'AND ACROSS THE HIGHWAY FROM CAMPTI RM 2, ABOUT 4 FEET ABOVE THE LEVEL
 BX1854'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 9
 BX1854'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1854
 BX1854                          STATION RECOVERY (1995)
 BX1854
 BX1854'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1854'RECOVERED IN GOOD CONDITION.
 BX1854
 BX1854                          STATION RECOVERY (2001)
 BX1854
 BX1854'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1854'RECOVERED IN GOOD CONDITION.
 BX1854
 BX1854                          STATION RECOVERY (2006)
 BX1854
 BX1854'RECOVERY NOTE BY US POWER SQUADRON 2006 (MLC)
 BX1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1836 ***********************************************************************
 BX1836  DESIGNATION -  CAMPTI 1 BOLT
 BX1836  PID         -  BX1836
 BX1836  STATE/COUNTY-  LA/NATCHITOCHES
 BX1836  USGS QUAD   -  CAMPTI (1996)
 BX1836
 BX1836                         *CURRENT SURVEY CONTROL
 BX1836  ___________________________________________________________________
 BX1836* NAD 83(1986)-  31 53 21.     (N)    093 06 57.     (W)     SCALED    
 BX1836* NAVD 88     -        37.49   (+/-2cm)     123.0    (feet)  VERTCON   
 BX1836  ___________________________________________________________________
 BX1836  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1836
 BX1836  VERT ORDER  -  ? (See Below)
 BX1836
 BX1836.The horizontal coordinates were scaled from a topographic map and have
 BX1836.an estimated accuracy of +/- 6 seconds.
 BX1836
 BX1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1836.The vertical order pertains to the NGVD 29 superseded value.
 BX1836
 BX1836.The geoid height was determined by GEOID03.
 BX1836
 BX1836;                    North         East    Units  Estimated Accuracy
 BX1836;SPC LA N     -   154,190.      941,740.      MT  (+/- 180 meters Scaled)
 BX1836
 BX1836                          SUPERSEDED SURVEY CONTROL
 BX1836
 BX1836  NGVD 29 (??/??/??)   37.536  (m)          123.15   (f) ADJUSTED    ?  
 BX1836
 BX1836.Superseded values are not recommended for survey control.
 BX1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1836.See file dsdata.txt to determine how the superseded data were derived.
 BX1836
 BX1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR890281(NAD 83)
 BX1836_MARKER: P = PIPE CAP
 BX1836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1836_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1836
 BX1836  HISTORY     - Date     Condition        Report By
 BX1836  HISTORY     - UNK      MONUMENTED       DOD
 BX1836  HISTORY     - 1943     GOOD             CGS
 BX1836  HISTORY     - 19950506 GOOD             USPSQD
 BX1836  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1836
 BX1836                          STATION DESCRIPTION
 BX1836
 BX1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1836'IN CAMPTI.
 BX1836'AT CAMPTI, NATCHITOCHES PARISH, ON THE LEFT BANK OF RED RIVER, ON THE
 BX1836'SOUTH SIDE OF EDINBORN STREET, AND 8 FEET WEST OF THE NORTHWEST CORNER
 BX1836'OF THE CITIZENS BANK BUILDING.  A COPPER BOLT, SET IN THE TOP OF A
 BX1836'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BX1836'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1836
 BX1836                          STATION RECOVERY (1995)
 BX1836
 BX1836'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1836'RECOVERED IN GOOD CONDITION.
 BX1836
 BX1836                          STATION RECOVERY (2001)
 BX1836
 BX1836'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1835 ***********************************************************************
 BX1835  DESIGNATION -  CAMPTI 1 CAP
 BX1835  PID         -  BX1835
 BX1835  STATE/COUNTY-  LA/NATCHITOCHES
 BX1835  USGS QUAD   -  CAMPTI (1996)
 BX1835
 BX1835                         *CURRENT SURVEY CONTROL
 BX1835  ___________________________________________________________________
 BX1835* NAD 83(1986)-  31 53 21.     (N)    093 06 57.     (W)     SCALED    
 BX1835* NAVD 88     -        38.71   (+/-2cm)     127.0    (feet)  VERTCON   
 BX1835  ___________________________________________________________________
 BX1835  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1835
 BX1835  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1835
 BX1835.The horizontal coordinates were scaled from a topographic map and have
 BX1835.an estimated accuracy of +/- 6 seconds.
 BX1835
 BX1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1835.The vertical order pertains to the NGVD 29 superseded value.
 BX1835
 BX1835.The geoid height was determined by GEOID03.
 BX1835
 BX1835;                    North         East    Units  Estimated Accuracy
 BX1835;SPC LA N     -   154,190.      941,740.      MT  (+/- 180 meters Scaled)
 BX1835
 BX1835                          SUPERSEDED SURVEY CONTROL
 BX1835
 BX1835  NGVD 29 (??/??/??)   38.753  (m)          127.14   (f) ADJUSTED    1 1
 BX1835
 BX1835.Superseded values are not recommended for survey control.
 BX1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1835.See file dsdata.txt to determine how the superseded data were derived.
 BX1835
 BX1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR890281(NAD 83)
 BX1835_MARKER: P = PIPE CAP
 BX1835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1835_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1835_STAMPING: CAMPTI 1 1
 BX1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1835
 BX1835  HISTORY     - Date     Condition        Report By
 BX1835  HISTORY     - UNK      MONUMENTED       DOD
 BX1835  HISTORY     - 1969     GOOD             CGS
 BX1835  HISTORY     - 19950506 GOOD             USPSQD
 BX1835  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1835
 BX1835                          STATION DESCRIPTION
 BX1835
 BX1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1835'IN CAMPTI.
 BX1835'85 1/2 FEET SOUTHWEST OF THE WEST CORNER OF THE POST OFFICE AT CAMPTI,
 BX1835'31 1/2 FEET SOUTHEAST OF THE CENTER LINE OF EDENBORN STREET, 42 FEET
 BX1835'NORTHWEST OF THE CENTER LINE OF ATKINS STREET, 13 1/2 FEET SOUTHWEST
 BX1835'OF THE CENTER OF THE MAIN ENTRANCE TO THE CITY BANK AND TRUST COMPANY,
 BX1835'3 INCHES SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, A U.S.
 BX1835'ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH IS 1 INCH BELOW
 BX1835'THE SURFACE OF THE GROUND AND 2 INCHES BELOW THE LEVEL OF THE
 BX1835'SIDEWALK.  1/4, SEC 34, T11N, R 7W.
 BX1835
 BX1835                          STATION RECOVERY (1995)
 BX1835
 BX1835'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1835'RECOVERED IN GOOD CONDITION.
 BX1835
 BX1835                          STATION RECOVERY (2001)
 BX1835
 BX1835'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1833 ***********************************************************************
 BX1833  DESIGNATION -  CAMPTI 2 BOLT
 BX1833  PID         -  BX1833
 BX1833  STATE/COUNTY-  LA/NATCHITOCHES
 BX1833  USGS QUAD   -  CAMPTI (1996)
 BX1833
 BX1833                         *CURRENT SURVEY CONTROL
 BX1833  ___________________________________________________________________
 BX1833* NAD 83(1986)-  31 53 25.     (N)    093 06 49.     (W)     SCALED    
 BX1833* NAVD 88     -        37.15   (+/-2cm)     121.9    (feet)  VERTCON   
 BX1833  ___________________________________________________________________
 BX1833  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1833
 BX1833  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1833
 BX1833.The horizontal coordinates were scaled from a topographic map and have
 BX1833.an estimated accuracy of +/- 6 seconds.
 BX1833
 BX1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1833.The vertical order pertains to the NGVD 29 superseded value.
 BX1833
 BX1833.The geoid height was determined by GEOID03.
 BX1833
 BX1833;                    North         East    Units  Estimated Accuracy
 BX1833;SPC LA N     -   154,310.      941,950.      MT  (+/- 180 meters Scaled)
 BX1833
 BX1833                          SUPERSEDED SURVEY CONTROL
 BX1833
 BX1833  NGVD 29 (??/??/??)   37.201  (m)          122.05   (f) ADJUSTED    1 1
 BX1833
 BX1833.Superseded values are not recommended for survey control.
 BX1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1833.See file dsdata.txt to determine how the superseded data were derived.
 BX1833
 BX1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR892282(NAD 83)
 BX1833_MARKER: P = PIPE CAP
 BX1833_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1833_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1833
 BX1833  HISTORY     - Date     Condition        Report By
 BX1833  HISTORY     - UNK      MONUMENTED       DOD
 BX1833  HISTORY     - 1969     GOOD             CGS
 BX1833  HISTORY     - 19950506 GOOD             USPSQD
 BX1833  HISTORY     - 20010922 GOOD             USPSQD
 BX1833  HISTORY     - 20060610 GOOD             USPSQD
 BX1833
 BX1833                          STATION DESCRIPTION
 BX1833
 BX1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1833'0.15 MI NE FROM CAMPTI.
 BX1833'ABOUT 0.15 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1833'AT CAMPTI, 23 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 31
 BX1833'FEET SOUTHWEST OF THE CENTER LINE OF LE BRUM STREET, 53 1/2 FEET EAST
 BX1833'OF THE EAST CORNER OF A FRAME HOUSE, 8 FEET WEST OF A POWER POLE WHICH
 BX1833'BEARS A TRANSFORMER AND A STREET LIGHT, 2 FEET NORTHWEST OF THE
 BX1833'NORTHWEST EDGE OF A CONCRETE SIDEWALK, A COPPER BOLT IN THE TOP OF A
 BX1833'STONE ABOUT 4 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS
 BX1833'HAD THROUGH A 3-INCH IRON PIPE WHICH IS LEVEL WITH THE SURFACE OF THE
 BX1833'GROUND AND WHICH BEARS A U.S. ENGINEERS CAP.  1/4, SEC 34, T11N, R 7W.
 BX1833
 BX1833                          STATION RECOVERY (1995)
 BX1833
 BX1833'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1833'RECOVERED IN GOOD CONDITION.
 BX1833
 BX1833                          STATION RECOVERY (2001)
 BX1833
 BX1833'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1833'RECOVERED IN GOOD CONDITION.
 BX1833
 BX1833                          STATION RECOVERY (2006)
 BX1833
 BX1833'RECOVERY NOTE BY US POWER SQUADRON 2006 (MDM)
 BX1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1832 ***********************************************************************
 BX1832  DESIGNATION -  CAMPTI 2 CAP
 BX1832  PID         -  BX1832
 BX1832  STATE/COUNTY-  LA/NATCHITOCHES
 BX1832  USGS QUAD   -  CAMPTI (1996)
 BX1832
 BX1832                         *CURRENT SURVEY CONTROL
 BX1832  ___________________________________________________________________
 BX1832* NAD 83(1986)-  31 53 25.     (N)    093 06 50.     (W)     SCALED    
 BX1832* NAVD 88     -        38.38   (+/-2cm)     125.9    (feet)  VERTCON   
 BX1832  ___________________________________________________________________
 BX1832  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1832
 BX1832  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1832
 BX1832.The horizontal coordinates were scaled from a topographic map and have
 BX1832.an estimated accuracy of +/- 6 seconds.
 BX1832
 BX1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1832.The vertical order pertains to the NGVD 29 superseded value.
 BX1832
 BX1832.The geoid height was determined by GEOID03.
 BX1832
 BX1832;                    North         East    Units  Estimated Accuracy
 BX1832;SPC LA N     -   154,310.      941,930.      MT  (+/- 180 meters Scaled)
 BX1832
 BX1832                          SUPERSEDED SURVEY CONTROL
 BX1832
 BX1832  NGVD 29 (??/??/??)   38.422  (m)          126.06   (f) ADJUSTED    1 1
 BX1832
 BX1832.Superseded values are not recommended for survey control.
 BX1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1832.See file dsdata.txt to determine how the superseded data were derived.
 BX1832
 BX1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR892282(NAD 83)
 BX1832_MARKER: P = PIPE CAP
 BX1832_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1832_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1832_STAMPING: CAMPTI 2 2
 BX1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1832
 BX1832  HISTORY     - Date     Condition        Report By
 BX1832  HISTORY     - UNK      MONUMENTED       DOD
 BX1832  HISTORY     - 1969     GOOD             CGS
 BX1832  HISTORY     - 19950506 GOOD             USPSQD
 BX1832  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1832
 BX1832                          STATION DESCRIPTION
 BX1832
 BX1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1832'0.15 MI NE FROM CAMPTI.
 BX1832'ABOUT 0.15 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1832'AT CAMPTI, 23 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 31
 BX1832'FEET SOUTHWEST OF THE CENTER LINE OF LE BRUM STREET, 53 1/2 FEET EAST
 BX1832'OF THE EAST CORNER OF A FRAME HOUSE, 8 FEET WEST OF A POWER POLE WHICH
 BX1832'BEARS A TRANSFORMER AND A STREET LIGHT, 2 FEET NORTHWEST OF THE
 BX1832'NORTHWEST EDGE OF A CONCRETE SIDEWALK, A U.S. ENGINEERS CAP ON THE TOP
 BX1832'OF A 3-INCH IRON PIPE WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 BX1832'1/4, SEC 34, T11N, R 7W.
 BX1832
 BX1832                          STATION RECOVERY (1995)
 BX1832
 BX1832'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1832'RECOVERED IN GOOD CONDITION.
 BX1832
 BX1832                          STATION RECOVERY (2001)
 BX1832
 BX1832'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1852 ***********************************************************************
 BX1852  DESIGNATION -  CAMPTI AZ MK
 BX1852  PID         -  BX1852
 BX1852  STATE/COUNTY-  LA/NATCHITOCHES
 BX1852  USGS QUAD   -  CAMPTI (1996)
 BX1852
 BX1852                         *CURRENT SURVEY CONTROL
 BX1852  ___________________________________________________________________
 BX1852* NAD 83(1986)-  31 54 57.     (N)    093 06 11.     (W)     SCALED    
 BX1852* NAVD 88     -        52.55   (+/-2cm)     172.4    (feet)  VERTCON   
 BX1852  ___________________________________________________________________
 BX1852  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1852
 BX1852  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1852
 BX1852.The horizontal coordinates were scaled from a topographic map and have
 BX1852.an estimated accuracy of +/- 6 seconds.
 BX1852
 BX1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1852.The vertical order pertains to the NGVD 29 superseded value.
 BX1852
 BX1852.The geoid height was determined by GEOID03.
 BX1852
 BX1852;                    North         East    Units  Estimated Accuracy
 BX1852;SPC LA N     -   157,140.      942,970.      MT  (+/- 180 meters Scaled)
 BX1852
 BX1852                          SUPERSEDED SURVEY CONTROL
 BX1852
 BX1852  NGVD 29 (??/??/??)   52.593  (m)          172.55   (f) ADJUSTED    1 1
 BX1852
 BX1852.Superseded values are not recommended for survey control.
 BX1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1852.See file dsdata.txt to determine how the superseded data were derived.
 BX1852
 BX1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR902311(NAD 83)
 BX1852_MARKER: DZ = AZIMUTH MARK DISK
 BX1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1852_STAMPING: CAMPTI 1941
 BX1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1852+STABILITY: SURFACE MOTION
 BX1852
 BX1852  HISTORY     - Date     Condition        Report By
 BX1852  HISTORY     - 1941     MONUMENTED       CGS
 BX1852  HISTORY     - 1969     GOOD             CGS
 BX1852  HISTORY     - 19950506 GOOD             USPSQD
 BX1852  HISTORY     - 20010922 GOOD             USPSQD
 BX1852  HISTORY     - 20060610 POOR             USPSQD
 BX1852
 BX1852                          STATION DESCRIPTION
 BX1852
 BX1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1852'2.35 MI N FROM CAMPTI.
 BX1852'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1852'AT CAMPTI, THENCE 1.2 MILES NORTH ALONG U.S. HIGHWAYS 71 AND 84,
 BX1852'THENCE 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 9, IN SECTION 20, T 11
 BX1852'N, R 7 W, 25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET
 BX1852'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS NORTH, 91
 BX1852'1/2 FEET NORTHEAST AND ACROSS THE GRAVELED ROAD FROM POWER POLE NUMBER
 BX1852'34 WHICH BEARS A TRANSFORMER, ABOUT 1 1/2 FEET ABOVE THE HIGHWAY, AND
 BX1852'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 BX1852'LEVEL OF THE GROUND.
 BX1852
 BX1852                          STATION RECOVERY (1995)
 BX1852
 BX1852'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1852'RECOVERED IN GOOD CONDITION.
 BX1852
 BX1852                          STATION RECOVERY (2001)
 BX1852
 BX1852'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1852'RECOVERED IN GOOD CONDITION.
 BX1852
 BX1852                          STATION RECOVERY (2006)
 BX1852
 BX1852'RECOVERY NOTE BY US POWER SQUADRON 2006 (MLC)
 BX1852'ENTIRE POST WAS LYING ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2788 ***********************************************************************
 BX2788  DESIGNATION -  CAMPTI MUNICIPAL TANK
 BX2788  PID         -  BX2788
 BX2788  STATE/COUNTY-  LA/NATCHITOCHES
 BX2788  USGS QUAD   -  CAMPTI (1996)
 BX2788
 BX2788                         *CURRENT SURVEY CONTROL
 BX2788  ___________________________________________________________________
 BX2788* NAD 83(1992)-  31 53 46.63116(N)    093 07 06.44728(W)     ADJUSTED  
 BX2788* NAVD 88     -                                                        
 BX2788  ___________________________________________________________________
 BX2788  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BX2788  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX2788
 BX2788  HORZ ORDER  -  THIRD
 BX2788
 BX2788.The horizontal coordinates were established by classical geodetic methods
 BX2788.and adjusted by the National Geodetic Survey in January 1993..
 BX2788
 BX2788
 BX2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2788
 BX2788.The geoid height was determined by GEOID03.
 BX2788
 BX2788;                    North         East     Units Scale Factor Converg.
 BX2788;SPC LA N     -   154,979.957   941,499.615   MT  0.99991481   -0 19 37.1
 BX2788;SPC LA N     -   508,463.41  3,088,903.32   sFT  0.99991481   -0 19 37.1
 BX2788;UTM  15      - 3,528,946.039   488,798.469   MT  0.99960155   -0 03 45.3
 BX2788
 BX2788                          SUPERSEDED SURVEY CONTROL
 BX2788
 BX2788  NAD 83(1986)-  31 53 46.64591(N)    093 07 06.43896(W) AD(       ) 4
 BX2788  NAD 27      -  31 53 46.06348(N)    093 07 05.84824(W) AD(       ) 3
 BX2788
 BX2788.Superseded values are not recommended for survey control.
 BX2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2788.See file dsdata.txt to determine how the superseded data were derived.
 BX2788
 BX2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8879828946(NAD 83)
 BX2788_MARKER: 51 = TANK
 BX2788
 BX2788  HISTORY     - Date     Condition        Report By
 BX2788  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2788  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2788
 BX2788                          STATION DESCRIPTION
 BX2788
 BX2788'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1853 ***********************************************************************
 BX1853  DESIGNATION -  CAMPTI RM 1
 BX1853  PID         -  BX1853
 BX1853  STATE/COUNTY-  LA/NATCHITOCHES
 BX1853  USGS QUAD   -  CAMPTI (1996)
 BX1853
 BX1853                         *CURRENT SURVEY CONTROL
 BX1853  ___________________________________________________________________
 BX1853* NAD 83(1986)-  31 55 03.     (N)    093 05 57.     (W)     SCALED    
 BX1853* NAVD 88     -        55.17   (+/-2cm)     181.0    (feet)  VERTCON   
 BX1853  ___________________________________________________________________
 BX1853  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1853
 BX1853  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1853
 BX1853.The horizontal coordinates were scaled from a topographic map and have
 BX1853.an estimated accuracy of +/- 6 seconds.
 BX1853
 BX1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1853.The vertical order pertains to the NGVD 29 superseded value.
 BX1853
 BX1853.The geoid height was determined by GEOID03.
 BX1853
 BX1853;                    North         East    Units  Estimated Accuracy
 BX1853;SPC LA N     -   157,320.      943,340.      MT  (+/- 180 meters Scaled)
 BX1853
 BX1853                          SUPERSEDED SURVEY CONTROL
 BX1853
 BX1853  NGVD 29 (??/??/??)   55.217  (m)          181.16   (f) ADJUSTED    1 1
 BX1853
 BX1853.Superseded values are not recommended for survey control.
 BX1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1853.See file dsdata.txt to determine how the superseded data were derived.
 BX1853
 BX1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR906312(NAD 83)
 BX1853_MARKER: DR = REFERENCE MARK DISK
 BX1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1853_STAMPING: CAMPTI NO 1 1941
 BX1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1853+STABILITY: SURFACE MOTION
 BX1853
 BX1853  HISTORY     - Date     Condition        Report By
 BX1853  HISTORY     - 1941     MONUMENTED       CGS
 BX1853  HISTORY     - 1969     GOOD             CGS
 BX1853  HISTORY     - 19950506 GOOD             USPSQD
 BX1853  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1853  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1853  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1853
 BX1853                          STATION DESCRIPTION
 BX1853
 BX1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1853'2.7 MI N FROM CAMPTI.
 BX1853'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1853'AT CAMPTI, THENCE 1.2 MILES NORTH ALONG U.S. HIGHWAYS 71 AND 84,
 BX1853'THENCE 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 9, IN SECTION 21, T 11
 BX1853'N, R 7 W, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 64 1/2
 BX1853'FEET NORTHEAST OF A TELEPHONE POLE AND AN UNDERGROUND TELEPHONE CABLE
 BX1853'MARKER, 35 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF A PAVED
 BX1853'DRIVEWAY, 30 FEET SOUTHWEST OF A CORNER FENCE POST, 5 1/2 FEET
 BX1853'SOUTHEAST OF A FENCE, 109.02 FEET SOUTHWEST OF TRIANGULATION STATION
 BX1853'CAMPTI 1941, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX1853'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 BX1853'OF THE GROUND.
 BX1853
 BX1853                          STATION RECOVERY (1995)
 BX1853
 BX1853'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1853'RECOVERED IN GOOD CONDITION.
 BX1853
 BX1853                          STATION RECOVERY (2001)
 BX1853
 BX1853'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1853'MARK NOT FOUND.
 BX1853
 BX1853                          STATION RECOVERY (2006)
 BX1853
 BX1853'RECOVERY NOTE BY US POWER SQUADRON 2006 (MLC)
 BX1853'COULD NOT LOCATE PINE TREE REFERENCED. FURTHER SEARCHING COULD
 BX1853'POSSIBLY LOCATE THIS MARK.
 BX1853
 BX1853                          STATION RECOVERY (2006)
 BX1853
 BX1853'RECOVERY NOTE BY US POWER SQUADRON 2006 (MLC)
 BX1853'COULD NOT LOCATE PINE TREE REFERENCED. FURTHER SEARCHING COULD
 BX1853'POSSIBLY LOCATE THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1855 ***********************************************************************
 BX1855  DESIGNATION -  CAMPTI RM 2
 BX1855  PID         -  BX1855
 BX1855  STATE/COUNTY-  LA/NATCHITOCHES
 BX1855  USGS QUAD   -  CAMPTI (1996)
 BX1855
 BX1855                         *CURRENT SURVEY CONTROL
 BX1855  ___________________________________________________________________
 BX1855* NAD 83(1986)-  31 55 06.     (N)    093 05 56.     (W)     SCALED    
 BX1855* NAVD 88     -        55.52   (+/-2cm)     182.2    (feet)  VERTCON   
 BX1855  ___________________________________________________________________
 BX1855  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1855
 BX1855  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1855
 BX1855.The horizontal coordinates were scaled from a topographic map and have
 BX1855.an estimated accuracy of +/- 6 seconds.
 BX1855
 BX1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1855.The vertical order pertains to the NGVD 29 superseded value.
 BX1855
 BX1855.The geoid height was determined by GEOID03.
 BX1855
 BX1855;                    North         East    Units  Estimated Accuracy
 BX1855;SPC LA N     -   157,410.      943,360.      MT  (+/- 180 meters Scaled)
 BX1855
 BX1855                          SUPERSEDED SURVEY CONTROL
 BX1855
 BX1855  NGVD 29 (??/??/??)   55.563  (m)          182.29   (f) ADJUSTED    1 1
 BX1855
 BX1855.Superseded values are not recommended for survey control.
 BX1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1855.See file dsdata.txt to determine how the superseded data were derived.
 BX1855
 BX1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR906313(NAD 83)
 BX1855_MARKER: DR = REFERENCE MARK DISK
 BX1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1855_STAMPING: CAMPTI NO 2 1941
 BX1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1855+STABILITY: SURFACE MOTION
 BX1855
 BX1855  HISTORY     - Date     Condition        Report By
 BX1855  HISTORY     - 1941     MONUMENTED       CGS
 BX1855  HISTORY     - 1969     GOOD             CGS
 BX1855  HISTORY     - 19950506 GOOD             USPSQD
 BX1855  HISTORY     - 20010922 GOOD             USPSQD
 BX1855  HISTORY     - 20060610 GOOD             USPSQD
 BX1855
 BX1855                          STATION DESCRIPTION
 BX1855
 BX1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1855'2.7 MI N FROM CAMPTI.
 BX1855'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1855'AT CAMPTI, THENCE 1.2 MILES NORTH ALONG U.S. HIGHWAYS 71 AND 84,
 BX1855'THENCE 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 9, IN SECTION 21, T 11
 BX1855'N, R 7 W, 26 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39
 BX1855'1/2 FEET SOUTHEAST OF THE EAST CORNER OF A FRAME HOUSE, 38 1/2 FEET
 BX1855'SOUTHEAST OF AN 18-INCH SYCAMORE TREE, 14 FEET EAST OF A GAS METER,
 BX1855'60.64 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM TRIANGULATION STATION
 BX1855'CAMPTI 1941, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX1855'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 BX1855'OF THE GROUND.
 BX1855
 BX1855                          STATION RECOVERY (1995)
 BX1855
 BX1855'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1855'RECOVERED IN GOOD CONDITION.
 BX1855
 BX1855                          STATION RECOVERY (2001)
 BX1855
 BX1855'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1855'RECOVERED IN GOOD CONDITION.
 BX1855
 BX1855                          STATION RECOVERY (2006)
 BX1855
 BX1855'RECOVERY NOTE BY US POWER SQUADRON 2006 (MLC)
 BX1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2871 ***********************************************************************
 CQ2871  DESIGNATION -  CAN
 CQ2871  PID         -  CQ2871
 CQ2871  STATE/COUNTY-  LA/WINN
 CQ2871  USGS QUAD   -  IRON BRANCH (1986)
 CQ2871
 CQ2871                         *CURRENT SURVEY CONTROL
 CQ2871  ___________________________________________________________________
 CQ2871* NAD 83(1992)-  32 06 16.18075(N)    092 46 36.22501(W)     ADJUSTED  
 CQ2871* NAVD 88     -        73.     (meters)     240.     (feet)  VERTCON   
 CQ2871  ___________________________________________________________________
 CQ2871  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 CQ2871  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2871
 CQ2871  HORZ ORDER  -  SECOND
 CQ2871
 CQ2871.The horizontal coordinates were established by classical geodetic methods
 CQ2871.and adjusted by the National Geodetic Survey in January 1993..
 CQ2871
 CQ2871.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2871
 CQ2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2871
 CQ2871.The geoid height was determined by GEOID03.
 CQ2871
 CQ2871;                    North         East     Units Scale Factor Converg.
 CQ2871;SPC LA N     -   177,931.990   973,882.808   MT  0.99992003   -0 08 46.7
 CQ2871;SPC LA N     -   583,765.20  3,195,147.18   sFT  0.99992003   -0 08 46.7
 CQ2871;UTM  15      - 3,552,040.046   521,065.194   MT  0.99960547   +0 07 07.2
 CQ2871
 CQ2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2871!SPC LA N     -   0.99999258  x   0.99992003  =   0.99991261
 CQ2871!UTM  15      -   0.99999258  x   0.99960547  =   0.99959805
 CQ2871
 CQ2871:                Primary Azimuth Mark                     Grid Az
 CQ2871:SPC LA N     -  CAN AZ MK                                092 41 01.5
 CQ2871:UTM  15      -  CAN AZ MK                                092 25 07.6
 CQ2871
 CQ2871|---------------------------------------------------------------------|
 CQ2871| PID    Reference Object                     Distance      Geod. Az  |
 CQ2871|                                                           dddmmss.s |
 CQ2871| CY3960 CAN AZ MK                                          0923214.8 |
 CQ2871| CQ2872 CAN RM 2 1971                        23.506 METERS 23648     |
 CQ2871| CQ2868 MILL                                APPROX. 9.1 KM 2910522.5 |
 CQ2871| CY3961 CAN RM 1                             11.215 METERS 34244     |
 CQ2871|---------------------------------------------------------------------|
 CQ2871
 CQ2871                          SUPERSEDED SURVEY CONTROL
 CQ2871
 CQ2871  NAD 83(1986)-  32 06 16.19492(N)    092 46 36.21592(W) AD(       ) 2
 CQ2871  NAD 27      -  32 06 15.62186(N)    092 46 35.66189(W) AD(       ) 2
 CQ2871  NGVD 29 (07/19/86)   73.     (m)          240.     (f) VERT ANG       
 CQ2871
 CQ2871.Superseded values are not recommended for survey control.
 CQ2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2871.See file dsdata.txt to determine how the superseded data were derived.
 CQ2871
 CQ2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2106552040(NAD 83)
 CQ2871_MARKER: DS = TRIANGULATION STATION DISK
 CQ2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2871
 CQ2871  HISTORY     - Date     Condition        Report By
 CQ2871  HISTORY     - 1971     MONUMENTED       NGS
 CQ2871
 CQ2871                          STATION DESCRIPTION
 CQ2871
 CQ2871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2871'5 KG. TAPE TENSION ON MEASUREMENT OF REFERENCE MARKS.
 CQ2871'
 CQ2871'THE STATION IS ABOUT 10 MILES NORTHEAST OF GOLDONNA, 6.5 MILES
 CQ2871'WEST-NORTHWEST OF DODSON, 5 MILES SOUTHWEST OF WYATT, IN THE
 CQ2871'SOUTHEAST 1/4 SECTION 16, T 13 N, R 4 W, AND ON LAND
 CQ2871'OWNED BY THE CONTINENTAL CAN COMPANY, FORESTRY DIVISION,
 CQ2871'HODGE, LOUISIANA, 71247.
 CQ2871'
 CQ2871'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CQ2871'126 AND 505, ABOUT 6 MILES NORTHWEST OF DODSON, GO SOUTHWESTERLY
 CQ2871'ON STATE HIGHWAY 505 FOR 0.65 MILE TO A SURFACED ROAD
 CQ2871'RIGHT.  TURN RIGHT AND GO WESTERLY ON THE SURFACE ROAD FOR
 CQ2871'0.25 MILE TO A GRAVELED ROAD LEFT, CONTINUE ON THE SURFACE
 CQ2871'ROAD FOR 0.35 MILE TO A GRAVELED ROAD RIGHT AND THE STATION.
 CQ2871'
 CQ2871'STATION MARKS ARE STANDARD DISKS STAMPED CAN 1971.  THE SURFACE
 CQ2871'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2871'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 134
 CQ2871'FEET NORTH OF THE CENTER OF THE SURFACE ROAD, 26 FEET EAST OF
 CQ2871'THE CENTER OF THE GRAVELED ROAD AND 2.5 FEET WEST OF A METAL
 CQ2871'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CQ2871'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2871'
 CQ2871'REFERENCE MARK 1, A STANDARD DISK STAMPED CAN NO 1 1971,
 CQ2871'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2871'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 171 FEET NORTH OF THE
 CQ2871'CENTER OF THE SURFACE ROAD, 22 FEET EAST OF THE CENTER OF THE
 CQ2871'GRAVELED ROAD AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 CQ2871'
 CQ2871'REFERENCE MARK 2, A STANDARD DISK STAMPED CAN NO 2 1971, IS
 CQ2871'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2871'IS FLUSH WITH THE GROUND SURFACE.  IT IS 107 FEET NORTH OF THE
 CQ2871'CENTER OF THE SURFACE ROAD, 47 FEET WEST OF THE CENTER OF THE
 CQ2871'GRAVELED ROAD AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 CQ2871'
 CQ2871'AZIMUTH MARK, A STANDARD DISK STAMPED CAN 1971, IS SET IN THE
 CQ2871'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ2871'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET SOUTH OF THE
 CQ2871'CENTER OF THE SURFACE ROAD, 11 FEET SOUTH-SOUTHEAST OF A
 CQ2871'POWERLINE POLE NUMBER 7 AND 1.8 FEET NORTHWEST OF A METAL
 CQ2871'WITNESS POST.
 CQ2871'
 CQ2871'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 CQ2871'SURFACED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 CQ2871'
 CQ2871'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2997 ***********************************************************************
 AU2997  DESIGNATION -  CAN
 AU2997  PID         -  AU2997
 AU2997  STATE/COUNTY-  LA/TERREBONNE
 AU2997  USGS QUAD   -  JACKO BAY (1994)
 AU2997
 AU2997                         *CURRENT SURVEY CONTROL
 AU2997  ___________________________________________________________________
 AU2997* NAD 83(1992)-  29 07 42.46519(N)    090 25 28.99761(W)     ADJUSTED  
 AU2997* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2997  **This station is located in a subsidence area (see below).
 AU2997  ___________________________________________________________________
 AU2997  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AU2997  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AU2997
 AU2997  HORZ ORDER  -  THIRD
 AU2997
 AU2997.The horizontal coordinates were established by classical geodetic methods
 AU2997.and adjusted by the National Geodetic Survey in January 1993..
 AU2997
 AU2997 ** The orthometric height has not been validated since last determined
 AU2997 ** by differential leveling and should not be used for control purposes.
 AU2997 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2997 ** area with valid NAVD 88 orthometric heights.
 AU2997 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2997 ** epoch indicated which incorporates improved geoid heights for the
 AU2997 ** Southern Louisiana Subsidence area.
 AU2997 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2997.The orthometric height was scaled from a topographic map.
 AU2997
 AU2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2997
 AU2997.The geoid height was determined by GEOID03.
 AU2997
 AU2997;                    North         East     Units Scale Factor Converg.
 AU2997;SPC LA S     -    70,014.771 1,088,427.125   MT  1.00004073   +0 27 15.5
 AU2997;SPC LA S     -   229,706.79  3,570,947.99   sFT  1.00004073   +0 27 15.5
 AU2997;UTM  15      - 3,224,960.530   750,565.886   MT  1.00037481   +1 15 15.2
 AU2997
 AU2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2997!SPC LA S     -   1.00000377  x   1.00004073  =   1.00004450
 AU2997!UTM  15      -   1.00000377  x   1.00037481  =   1.00037858
 AU2997
 AU2997:                Primary Azimuth Mark                     Grid Az
 AU2997:SPC LA S     -  BULL                                     050 01 21.8
 AU2997:UTM  15      -  BULL                                     049 13 22.1
 AU2997
 AU2997|---------------------------------------------------------------------|
 AU2997| PID    Reference Object                     Distance      Geod. Az  |
 AU2997|                                                           dddmmss.s |
 AU2997| AU3003 BULL                                APPROX. 3.9 KM 0502837.3 |
 AU2997| DD6464 CAN RM 2                             18.597 METERS 14549     |
 AU2997| DD6463 CAN RM 1                             13.665 METERS 23114     |
 AU2997|---------------------------------------------------------------------|
 AU2997
 AU2997                          SUPERSEDED SURVEY CONTROL
 AU2997
 AU2997  NAD 83(1986)-  29 07 42.48289(N)    090 25 29.00931(W) AD(       ) 3
 AU2997  NAD 27      -  29 07 41.65600(N)    090 25 28.70200(W) AD(       ) 3
 AU2997
 AU2997.Superseded values are not recommended for survey control.
 AU2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2997.See file dsdata.txt to determine how the superseded data were derived.
 AU2997
 AU2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5056624961(NAD 83)
 AU2997_MARKER: DS = TRIANGULATION STATION DISK
 AU2997_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2997_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2997
 AU2997  HISTORY     - Date     Condition        Report By
 AU2997  HISTORY     - 1934     MONUMENTED       CGS
 AU2997  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2997
 AU2997                          STATION DESCRIPTION
 AU2997
 AU2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2997'STATION IS IN TIMBALIER BAY, ABOUT 6 MILES NW OF TIMBALIER
 AU2997'LIGHT, IN THE CENTER PART OF THE SE SIDE OF THE MOST NORTHERLY
 AU2997'ISLAND OF A SMALL GROUP OF ISLANDS KNOWN LOCALLY AS PELICAN
 AU2997'ISLANDS, IN SOFT MARSH GROUND THAT IS COVERED WITH A LOW GROWTH OF
 AU2997'MANGROVE.
 AU2997'
 AU2997'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU2997'IN CONCRETE IN THE TOP OF TILES.
 AU2997'
 AU2997'REFERENCE MARK NO. 1 IS 13.665 METERS (44.83 FEET) FROM THE
 AU2997'STATION S 51 DEG 14 MIN W.
 AU2997'
 AU2997'REFERENCE MARK NO. 2 IS 18.597 METERS (61.01 FEET) FROM THE
 AU2997'STATION S 34 DEG 11 MIN E.
 AU2997
 AU2997                          STATION RECOVERY (1952)
 AU2997
 AU2997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2997'A THOROUGH SEARCH OF THE AREA BY TWO MEN UNCOVERED PELICAN
 AU2997'ISLAND, TIMBALIER BAY, TIDAL BENCH MARKS 21, 22 AND 23.  THESE
 AU2997'ARE ALL REFERENCED TO BM R.M. 1 WHICH IS REFERENCE MARK 1
 AU2997'CAN.  THE DIRECTIONS AND DISTANCES PLACE REFERENCE MARK 1
 AU2997'IN THE WATER, AND PLACE THE STATION AND REFERENCE MARK 2
 AU2997'STILL FURTHER OUT IN THE WATER.  IT IS SUGGESTED THAT THE
 AU2997'STATION AND REFERENCE MARKS BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2598 ***********************************************************************
 AU2598  DESIGNATION -  CANAL
 AU2598  PID         -  AU2598
 AU2598  STATE/COUNTY-  LA/IBERIA
 AU2598  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2598
 AU2598                         *CURRENT SURVEY CONTROL
 AU2598  ___________________________________________________________________
 AU2598* NAD 83(1992)-  29 59 09.21865(N)    091 46 51.82229(W)     ADJUSTED  
 AU2598* NAVD 88     -         7.2  **(meters)      24.   **(feet)  VERTCON   
 AU2598  **This station is located in a subsidence area (see below).
 AU2598  ___________________________________________________________________
 AU2598  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2598  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AU2598
 AU2598  HORZ ORDER  -  SECOND
 AU2598
 AU2598.The horizontal coordinates were established by classical geodetic methods
 AU2598.and adjusted by the National Geodetic Survey in January 1993..
 AU2598
 AU2598 ** The orthometric height has not been validated since last determined
 AU2598 ** by differential leveling and should not be used for control purposes.
 AU2598 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2598 ** area with valid NAVD 88 orthometric heights.
 AU2598 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2598 ** epoch indicated which incorporates improved geoid heights for the
 AU2598 ** Southern Louisiana Subsidence area.
 AU2598 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2598
 AU2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2598
 AU2598.The geoid height was determined by GEOID03.
 AU2598
 AU2598;                    North         East     Units Scale Factor Converg.
 AU2598;SPC LA S     -   164,787.255   956,797.559   MT  0.99992578   -0 13 25.9
 AU2598;SPC LA S     -   540,639.52  3,139,093.32   sFT  0.99992578   -0 13 25.9
 AU2598;UTM  15      - 3,317,847.485   617,584.869   MT  0.99977058   +0 36 33.4
 AU2598
 AU2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2598!SPC LA S     -   1.00000308  x   0.99992578  =   0.99992886
 AU2598!UTM  15      -   1.00000308  x   0.99977058  =   0.99977366
 AU2598
 AU2598:                Primary Azimuth Mark                     Grid Az
 AU2598:SPC LA S     -  CANAL AZ MK                              117 18 26.1
 AU2598:UTM  15      -  CANAL AZ MK                              116 28 26.8
 AU2598
 AU2598|---------------------------------------------------------------------|
 AU2598| PID    Reference Object                     Distance      Geod. Az  |
 AU2598|                                                           dddmmss.s |
 AU2598| CV8789 CANAL AZ MK                                        1170500.2 |
 AU2598| AU2597 CANAL LDH 1969 RM 1                  25.275 METERS 13621     |
 AU2598| AU2595 OLIVIER MOVIBLE KDX 273 MAST        APPROX. 3.0 KM 1570443.2 |
 AU2598| CV8790 CANAL RM 2                           15.298 METERS 25526     |
 AU2598|---------------------------------------------------------------------|
 AU2598
 AU2598                          SUPERSEDED SURVEY CONTROL
 AU2598
 AU2598  NAD 83(1986)-  29 59 09.23981(N)    091 46 51.81681(W) AD(       ) 2
 AU2598  NAD 27      -  29 59 08.50779(N)    091 46 51.39814(W) AD(       ) 2
 AU2598  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG       
 AU2598
 AU2598.Superseded values are not recommended for survey control.
 AU2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2598.See file dsdata.txt to determine how the superseded data were derived.
 AU2598
 AU2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1758517847(NAD 83)
 AU2598_MARKER: DD = SURVEY DISK
 AU2598_SETTING: 0 = UNSPECIFIED SETTING
 AU2598
 AU2598  HISTORY     - Date     Condition        Report By
 AU2598  HISTORY     - 1969     MONUMENTED       LADH
 AU2598
 AU2598                          STATION DESCRIPTION
 AU2598
 AU2598'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 AU2598'THE STATION IS LOCATED 2.6 MILES SOUTHEAST OF THE JUNCTION OF STATE
 AU2598'HIGHWAY 182 AND STATE HIGHWAY 14 IN NEW IBERIA AND 8.6 MILES
 AU2598'NORTHWEST OF JEANERETTE, AND ON PROPERTY OWNED BY THE SOUTHERN
 AU2598'PACIFIC RAILROAD.  IT IS 136.0 FEET EAST OF THE CENTER OF
 AU2598'THE NELSON CANAL ROAD, 53.0 FEET EAST-SOUTHEAST OF THE NORTHEAST
 AU2598'CORNER OF A RAILROAD TRESTLE, 35.0 FEET WEST OF A TELEGRAPH POLE,
 AU2598'6.70 FEET NORTH-NORTHEAST OF THE EAST RAIL OF THE
 AU2598'RAILROAD, AND 3.00 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 AU2598'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 AU2598'SURVEY DISK, STAMPED CANAL 1969 PROJECTING 2 INCHES.
 AU2598'
 AU2598'REFERENCE MARK NO. 1 IS 82.94 FEET SOUTHEAST OF THE STATION.  IT IS
 AU2598'131.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD
 AU2598'TRESTLE, 84.20 FEET SOUTHEAST OF THE WITNESS POST AT THE STATION,
 AU2598'63.0 FEET SOUTH OF A TELEGRAPH POLE, AND 16.0 FEET SOUTH-SOUTHWEST OF
 AU2598'THE WEST RAIL OF THE RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF
 AU2598'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED CANAL R. M. 1
 AU2598'1969, PROJECTING 2 INCHES.
 AU2598'
 AU2598'REFERENCE MARK NO. 2 IS 50.19 FEET SOUTHWEST OF THE STATION.  IT IS
 AU2598'95.0 FEET EAST-SOUTHEAST OF THE CENTER OF THE NELSON CANAL ROAD,
 AU2598'52.0 FEET WEST-SOUTHWEST OF THE WITNESS POST AT THE STATION, 21.0
 AU2598'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD
 AU2598'TRESTLE, AND 19.50 FEET SOUTH-SOUTHWEST OF THE WEST RAIL OF THE
 AU2598'RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 AU2598'GEODETIC SURVEY DISK STAMPED CANAL R. M. 2 1969, PROJECTING 2
 AU2598'INCHES.
 AU2598'
 AU2598'THE AZIMUTH MARK IS 0.28 MILE EAST OF THE STATION.  IT IS 53.0 FEET
 AU2598'SOUTH-SOUTHWEST OF A POWER POLE, 19.50 FEET SOUTH-SOUTHEAST OF THE
 AU2598'WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 16.0 FEET
 AU2598'EAST-SOUTHEAST OF THE CENTER OF A FIELD ROAD CROSSING THE RAILROAD,
 AU2598'AND 2.50 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 AU2598'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 AU2598'SURVEY DISK, STAMPED CANAL AZ. MK. 1969, PROJECTING 2 INCHES.
 AU2598'
 AU2598'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST ALONG THE
 AU2598'GRAVEL ROAD NEXT TO THE RAILROAD FOR 0.28 MILE TO THE MARK SET ON
 AU2598'THE SOUTHWEST SIDE OF THE RAILROAD.
 AU2598'
 AU2598'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE
 AU2598'HIGHWAY 14 IN NEW IBERIA, DRIVE SOUTHEAST ALONG STATE HIGHWAY 182
 AU2598'FOR 2.6 MILES TO THE STATION SET ON THE SOUTHWEST SIDE OF THE
 AU2598'HIGHWAY NEAR THE RAILROAD AND A TRESTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0727 ***********************************************************************
 AV0727  DESIGNATION -  CANAL
 AV0727  PID         -  AV0727
 AV0727  STATE/COUNTY-  LA/CAMERON
 AV0727  USGS QUAD   -  MALLARD BAY (1979)
 AV0727
 AV0727                         *CURRENT SURVEY CONTROL
 AV0727  ___________________________________________________________________
 AV0727* NAD 83(1992)-  29 56 34.44835(N)    092 41 36.42702(W)     ADJUSTED  
 AV0727* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AV0727  **This station is located in a subsidence area (see below).
 AV0727  ___________________________________________________________________
 AV0727  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0727  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AV0727
 AV0727  HORZ ORDER  -  THIRD
 AV0727
 AV0727.The horizontal coordinates were established by classical geodetic methods
 AV0727.and adjusted by the National Geodetic Survey in January 1993..
 AV0727
 AV0727 ** The orthometric height has not been validated since last determined
 AV0727 ** by differential leveling and should not be used for control purposes.
 AV0727 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0727 ** area with valid NAVD 88 orthometric heights.
 AV0727 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0727 ** epoch indicated which incorporates improved geoid heights for the
 AV0727 ** Southern Louisiana Subsidence area.
 AV0727 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0727.The orthometric height was scaled from a topographic map.
 AV0727
 AV0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0727
 AV0727.The geoid height was determined by GEOID03.
 AV0727
 AV0727;                    North         East     Units Scale Factor Converg.
 AV0727;SPC LA S     -   160,716.709   868,704.920   MT  0.99992625   -0 40 48.3
 AV0727;SPC LA S     -   527,284.74  2,850,076.06   sFT  0.99992625   -0 40 48.3
 AV0727;UTM  15      - 3,312,497.995   529,582.832   MT  0.99961080   +0 09 10.8
 AV0727
 AV0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0727!SPC LA S     -   1.00000373  x   0.99992625  =   0.99992998
 AV0727!UTM  15      -   1.00000373  x   0.99961080  =   0.99961453
 AV0727
 AV0727|---------------------------------------------------------------------|
 AV0727| PID    Reference Object                     Distance      Geod. Az  |
 AV0727|                                                           dddmmss.s |
 AV0727| CV8791 CANAL RM                             51.511 METERS 16207     |
 AV0727| CV8788 CANAL 2 RM 3                                       1720804.2 |
 AV0727| AV0729 CANAL 2                              72.522 METERS 23756     |
 AV0727| AV0726 GRAND                               APPROX. 5.2 KM 2933130.5 |
 AV0727|---------------------------------------------------------------------|
 AV0727
 AV0727                          SUPERSEDED SURVEY CONTROL
 AV0727
 AV0727  NAD 83(1986)-  29 56 34.46809(N)    092 41 36.41447(W) AD(       ) 3
 AV0727  NAD 27      -  29 56 33.71000(N)    092 41 35.90000(W) AD(       ) 3
 AV0727
 AV0727.Superseded values are not recommended for survey control.
 AV0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0727.See file dsdata.txt to determine how the superseded data were derived.
 AV0727
 AV0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2958312498(NAD 83)
 AV0727_MARKER: DD = SURVEY DISK
 AV0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0727
 AV0727  HISTORY     - Date     Condition        Report By
 AV0727  HISTORY     - 1933     MONUMENTED       USGS
 AV0727  HISTORY     - 1947     GOOD             CGS
 AV0727  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AV0727  HISTORY     - 19770510 MARK NOT FOUND   NGS
 AV0727
 AV0727                          STATION DESCRIPTION
 AV0727
 AV0727'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0727'THIS STATION IS LOCATED ON TOP OF THE SPOIL BANK ON THE S SIDE
 AV0727'OF THE INTRACOASTAL CANAL JUST W OF THE SHELL PETROLEUM
 AV0727'COMPANYS CANAL LEADING INTO GRAND LAKE.
 AV0727'
 AV0727'STATION AND REFERENCE MARKS ARE BOTH SQUARE CONCRETE MONUMENTS
 AV0727'WITH STANDARD U.S.G.S. DISKS EXTENDING ABOUT 8 INCHES ABOVE
 AV0727'THE SURFACE OF THE GROUND.
 AV0727'
 AV0727'STATION MARK IS 28.5 METERS S OF THE S BANK OF THE INTRACOASTAL
 AV0727'CANAL AND 24.4 METERS W OF THE W BANK OF THE SMALL CANAL.
 AV0727'STATION WAS STAMPED CANAL 1933.  IT IS 700 METERS E OF A TURN
 AV0727'IN THE CANAL.
 AV0727'
 AV0727'REFERENCE MARK IS SET ON THE SPOIL BANK OF THE SMALL CANAL,
 AV0727'51.69 METERS S OF THE STATION MARK S 29 DEG 45 MIN E.
 AV0727'
 AV0727'NOTE--STATION RECOVERED AND REDESCRIBED IN 1934 BY U.S.
 AV0727'COAST AND GEODETIC SURVEY, THOS. B. REED, CHIEF OF PARTY.
 AV0727
 AV0727                          STATION RECOVERY (1947)
 AV0727
 AV0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0727'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK
 AV0727'RECOVERED IN GOOD CONDITION.  REFERENCE MARK HAS BEEN UPROOTED
 AV0727'AND LIES FLAT ON GROUND IN ITS ORIGINAL LOCATION.
 AV0727
 AV0727                          STATION RECOVERY (1961)
 AV0727
 AV0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 AV0727'THE STATION WAS VISITED 4-3-61 AND THE STATION WAS FOUND ON THE
 AV0727'EDGE OF THE SPOIL BANK IN DANGER OF CAVEING OFF INTO THE CANAL.
 AV0727'REFERENCE MARK NO. 1 WAS DESTROYED PRIOR TO THIS DATE.  A NEW
 AV0727'STATION CANAL 2 1961 WAS ESTABLISHED 72.521 METERS SOUTHWEST OF
 AV0727'THE STATION ON THE FIRST HILL TO THE SOUTHWEST.  REFERENCE
 AV0727'MARK NO. 2 WAS ESTABLISHED FOR CANAL 2 1961 AND REFERENCE MARK
 AV0727'NO. 3 WAS ESTABLISHED AND USED AS THE AZIMUTH MARK FOR THE
 AV0727'NEW STATION.  THE STATION MARK WAS LEFT AS FOUND BUT WILL SOON
 AV0727'FALL INTO THE CANAL.  SEE DESCRIPTION OF CANAL 2 1961
 AV0727
 AV0727                          STATION RECOVERY (1977)
 AV0727
 AV0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (MLK)
 AV0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2967 ***********************************************************************
 AU2967  DESIGNATION -  CANAL
 AU2967  PID         -  AU2967
 AU2967  STATE/COUNTY-  LA/LAFOURCHE
 AU2967  USGS QUAD   -  LEEVILLE (1994)
 AU2967
 AU2967                         *CURRENT SURVEY CONTROL
 AU2967  ___________________________________________________________________
 AU2967* NAD 83(1992)-  29 14 38.65520(N)    090 14 54.51709(W)     ADJUSTED  
 AU2967* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2967  **This station is located in a subsidence area (see below).
 AU2967  ___________________________________________________________________
 AU2967  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AU2967  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AU2967
 AU2967  HORZ ORDER  -  SECOND
 AU2967
 AU2967.The horizontal coordinates were established by classical geodetic methods
 AU2967.and adjusted by the National Geodetic Survey in January 1993..
 AU2967
 AU2967 ** The orthometric height has not been validated since last determined
 AU2967 ** by differential leveling and should not be used for control purposes.
 AU2967 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2967 ** area with valid NAVD 88 orthometric heights.
 AU2967 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2967 ** epoch indicated which incorporates improved geoid heights for the
 AU2967 ** Southern Louisiana Subsidence area.
 AU2967 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2967.The orthometric height was scaled from a topographic map.
 AU2967
 AU2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2967
 AU2967.The geoid height was determined by GEOID03.
 AU2967
 AU2967;                    North         East     Units Scale Factor Converg.
 AU2967;SPC LA S     -    82,977.623 1,105,457.661   MT  1.00001231   +0 32 32.8
 AU2967;SPC LA S     -   272,235.75  3,626,822.34   sFT  1.00001231   +0 32 32.8
 AU2967;UTM  15      - 3,238,165.555   767,420.271   MT  1.00048254   +1 20 42.0
 AU2967
 AU2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2967!SPC LA S     -   1.00000380  x   1.00001231  =   1.00001611
 AU2967!UTM  15      -   1.00000380  x   1.00048254  =   1.00048634
 AU2967
 AU2967:                Primary Azimuth Mark                     Grid Az
 AU2967:SPC LA S     -  OIL                                      077 57 41.2
 AU2967:UTM  15      -  OIL                                      077 09 32.0
 AU2967
 AU2967|---------------------------------------------------------------------|
 AU2967| PID    Reference Object                     Distance      Geod. Az  |
 AU2967|                                                           dddmmss.s |
 AU2967| AU2938 OIL                                 APPROX. 3.9 KM 0783014.0 |
 AU2967| AU1250 LEEVILLE                            APPROX. 3.6 KM 0824612.8 |
 AU2967| DD6465 CANAL RM 1                           25.125 METERS 17453     |
 AU2967| AU2968 CANAL 2                              56.492 METERS 20433     |
 AU2967| DD6466 CANAL RM 2                           22.978 METERS 25853     |
 AU2967|---------------------------------------------------------------------|
 AU2967
 AU2967                          SUPERSEDED SURVEY CONTROL
 AU2967
 AU2967  NAD 83(1986)-  29 14 38.67089(N)    090 14 54.52754(W) AD(       ) 2
 AU2967  NAD 27      -  29 14 37.85500(N)    090 14 54.24500(W) AD(       ) 2
 AU2967
 AU2967.Superseded values are not recommended for survey control.
 AU2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2967.See file dsdata.txt to determine how the superseded data were derived.
 AU2967
 AU2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6742038166(NAD 83)
 AU2967_MARKER: DS = TRIANGULATION STATION DISK
 AU2967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2967_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2967
 AU2967  HISTORY     - Date     Condition        Report By
 AU2967  HISTORY     - 1934     MONUMENTED       CGS
 AU2967  HISTORY     - 1952     GOOD             CGS
 AU2967
 AU2967                          STATION DESCRIPTION
 AU2967
 AU2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2967'STATION IS ABOUT 2.2 MILES WESTWARD FROM THE TOWN OF LEESVILLE,
 AU2967'ON THE S SIDE OF THE MAIN CANAL TO LITTLE LAKE, ABOUT 0.1 MILE
 AU2967'E OF LITTLE LAKE, AND JUST W OF THE SECOND SMALL CANAL E OF
 AU2967'LITTLE LAKE WHICH LEADS TO THE SOUTHWARD.
 AU2967'
 AU2967'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2967'SET IN CONCRETE IN THE TOP OF TILES.
 AU2967'
 AU2967'REFERENCE MARK NO. 1 IS 25.125 METERS (82.43 FEET) FROM
 AU2967'THE STATION S 05 DEG 07 MIN E.
 AU2967'
 AU2967'REFERENCE MARK NO. 2 IS 22.978 METERS (75.39 FEET) FROM THE
 AU2967'STATION S 78 DEG 53 MIN W.
 AU2967
 AU2967                          STATION RECOVERY (1952)
 AU2967
 AU2967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2967'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 AU2967'DESCRIPTION ADEQUATE EXCEPT ADD--
 AU2967'
 AU2967'STATION IS ON THE EDGE OF THE BANK OF THE MAIN CANAL AND 58
 AU2967'FEET W OF THE MOUTH OF THE SMALL CANAL LEADING S.  IT IS A
 AU2967'STANDARD DISK, STAMPED CANAL 1934 AND SET IN THE TOP OF A
 AU2967'CEMENT FILLED TERRA-COTTA PIPE.
 AU2967'
 AU2967'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANAL 1934 NO 1
 AU2967'AND SET IN A CONCRETE FILLED TERRA-COTTA PIPE PROJECTING 2
 AU2967'INCHES.
 AU2967'
 AU2967'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANAL 1934 NO
 AU2967'2 AND SET IN A CONCRETE FILLED TERRA-COTTA PIPE PROJECTING
 AU2967'2 INCHES.
 AU2967'
 AU2967'SEE DESCRIPTION AND POSITION OF CANAL 2 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0729 ***********************************************************************
 AV0729  DESIGNATION -  CANAL 2
 AV0729  PID         -  AV0729
 AV0729  STATE/COUNTY-  LA/CAMERON
 AV0729  USGS QUAD   -  MALLARD BAY (1979)
 AV0729
 AV0729                         *CURRENT SURVEY CONTROL
 AV0729  ___________________________________________________________________
 AV0729* NAD 83(1992)-  29 56 33.19799(N)    092 41 38.71878(W)     ADJUSTED  
 AV0729* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AV0729  **This station is located in a subsidence area (see below).
 AV0729  ___________________________________________________________________
 AV0729  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0729  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AV0729
 AV0729  HORZ ORDER  -  THIRD
 AV0729
 AV0729.The horizontal coordinates were established by classical geodetic methods
 AV0729.and adjusted by the National Geodetic Survey in January 1993..
 AV0729.No horizontal observational check was made to the station.
 AV0729
 AV0729 ** The orthometric height has not been validated since last determined
 AV0729 ** by differential leveling and should not be used for control purposes.
 AV0729 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0729 ** area with valid NAVD 88 orthometric heights.
 AV0729 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0729 ** epoch indicated which incorporates improved geoid heights for the
 AV0729 ** Southern Louisiana Subsidence area.
 AV0729 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0729.The orthometric height was scaled from a topographic map.
 AV0729
 AV0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0729
 AV0729.The geoid height was determined by GEOID03.
 AV0729
 AV0729;                    North         East     Units Scale Factor Converg.
 AV0729;SPC LA S     -   160,678.943   868,643.014   MT  0.99992626   -0 40 49.4
 AV0729;SPC LA S     -   527,160.83  2,849,872.96   sFT  0.99992626   -0 40 49.4
 AV0729;UTM  15      - 3,312,459.345   529,521.500   MT  0.99961075   +0 09 09.7
 AV0729
 AV0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0729!SPC LA S     -   1.00000373  x   0.99992626  =   0.99992999
 AV0729!UTM  15      -   1.00000373  x   0.99961075  =   0.99961448
 AV0729
 AV0729|---------------------------------------------------------------------|
 AV0729| PID    Reference Object                     Distance      Geod. Az  |
 AV0729|                                                           dddmmss.s |
 AV0729| AV0727 CANAL                                72.522 METERS 05756     |
 AV0729| CV8788 CANAL 2 RM 3                                       1614156.3 |
 AV0729| CV8787 CANAL 2 RM 2                                       28659     |
 AV0729|---------------------------------------------------------------------|
 AV0729
 AV0729                          SUPERSEDED SURVEY CONTROL
 AV0729
 AV0729  NAD 83(1986)-  29 56 33.21776(N)    092 41 38.70622(W) AD(       ) 3
 AV0729  NAD 27      -  29 56 32.46000(N)    092 41 38.19000(W) AD(       ) 3
 AV0729
 AV0729.Superseded values are not recommended for survey control.
 AV0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0729.See file dsdata.txt to determine how the superseded data were derived.
 AV0729
 AV0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2952212459(NAD 83)
 AV0729_MARKER: DS = TRIANGULATION STATION DISK
 AV0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0729_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0729
 AV0729  HISTORY     - Date     Condition        Report By
 AV0729  HISTORY     - 1961     MONUMENTED       CGS
 AV0729  HISTORY     - 1966     GOOD             CGS
 AV0729
 AV0729                          STATION DESCRIPTION
 AV0729
 AV0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CRR)
 AV0729'THE STATION IS LOCATED ON THE SOUTH SHORE OF THE INTERCOASTAL
 AV0729'CANAL IN THE SOUTHWEST ANGLE OF THE INTERSECTION WITH A
 AV0729'NORTH-SOUTH CANAL LEADING TO MALLARD BAY, ABOUT 8-1/2 MILES,
 AV0729'AIRLINE SOUTH OF THE TOWN OF LAKE ARTHUR, 2-1/2 MILES WEST OF THE
 AV0729'JUNCTION OF THE INTERCOASTAL CANAL AND GUEYDON CANAL, 6 MILES
 AV0729'EAST OF THE MOUTH OF MERMENTAN RIVER, AND 0.5 MILE EAST OF THREE
 AV0729'OIL TANKS ON THE SOUTH SHORE OF THE INTERCOASTAL CANAL.  IT IS
 AV0729'259 FEET WEST OF THE WEST BANK OF THE NORTH-SOUTH CANAL,
 AV0729'178 FEET SOUTH OF THE SOUTHBANK OF THE INTERCOASTAL CANAL,
 AV0729'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS ON THE TOP OF
 AV0729'THE FIRST HILL SOUTHWEST OF THE INTERSECTION OF THE CANALS,
 AV0729'AT THE NORTH END OF A SMALL DEPRESSION IN THE TOP OF THE
 AV0729'HILL.  IT IS A STANDARD DISK, STAMPED CANAL 2 1961, SET IN
 AV0729'THE TOP OF A 12-INCH ROUND CONCRETE POST.  THE
 AV0729'UNDERGROUND MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE
 AV0729'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.  THE MARK
 AV0729'PROJECTS 6 INCHES.
 AV0729'
 AV0729'REFERENCE MARK NO. 2 IS 135.13 FEET, SLOPE MEASUREMENT, WEST
 AV0729'OF THE STATION IN THE VALLEY BETWEEN THE FIRST AND SECOND
 AV0729'HILL WEST OF THE NORTH-SOUTH CANAL, 394 FEET WEST OF THE
 AV0729'WEST BANK OF THE NORTH-SOUTH CANAL, 191 FEET SOUTH OF THE SOUTH
 AV0729'BANK OF THE INTERCOASTAL CANAL AND 1 FOOT SOUTHWEST OF A METAL
 AV0729'WITNESS POST.  IT IS A STANDARD DISK STAMPED CANAL 2 NO 2 1961
 AV0729'SET IN THE TOP OF A 4-INCH, CONCRETE FILLED ORANGEBURG PIPE
 AV0729'PROJECTING 2 FEET.
 AV0729'
 AV0729'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 0.3 MILE SSE OF THE
 AV0729'STATION, ON THE EAST BANK OF THE NORTH-SOUTH CANAL.  IT IS 39
 AV0729'FEET EAST OF THE EAST BANK OF THE CANAL, 22 FEET EAST OF THE TOP
 AV0729'OF THE SPOIL BANK, 27 FEET SOUTHEAST OF A 10-INCH HACKBERRY TREE,
 AV0729'94 FEET NORTH-NORTHEAST OF A CROOKED 6-INCH HACKBERRY TREE AND
 AV0729'13 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 AV0729'STAMPED CANAL 2 1961, SET IN THE TOP OF A 4-INCH, CONCRETE
 AV0729'FILLED, ORANGEBURG PIPE PROJECTING 2 FEET.
 AV0729'
 AV0729'THE STATION CAN ONLY BE REACHED BY BOAT.
 AV0729
 AV0729                          STATION RECOVERY (1966)
 AV0729
 AV0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0729'THE STATION WAS VISITED AND THE STATION AND ALL MARKS FOUND
 AV0729'IN GOOD CONDITION.  THE 1961 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2968 ***********************************************************************
 AU2968  DESIGNATION -  CANAL 2
 AU2968  PID         -  AU2968
 AU2968  STATE/COUNTY-  LA/LAFOURCHE
 AU2968  USGS QUAD   -  LEEVILLE (1994)
 AU2968
 AU2968                         *CURRENT SURVEY CONTROL
 AU2968  ___________________________________________________________________
 AU2968* NAD 83(1992)-  29 14 36.98614(N)    090 14 55.38608(W)     ADJUSTED  
 AU2968* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2968  **This station is located in a subsidence area (see below).
 AU2968  ___________________________________________________________________
 AU2968  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU2968  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AU2968
 AU2968  HORZ ORDER  -  THIRD
 AU2968
 AU2968.The horizontal coordinates were established by classical geodetic methods
 AU2968.and adjusted by the National Geodetic Survey in January 1993..
 AU2968
 AU2968 ** The orthometric height has not been validated since last determined
 AU2968 ** by differential leveling and should not be used for control purposes.
 AU2968 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2968 ** area with valid NAVD 88 orthometric heights.
 AU2968 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2968 ** epoch indicated which incorporates improved geoid heights for the
 AU2968 ** Southern Louisiana Subsidence area.
 AU2968 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2968.The orthometric height was scaled from a topographic map.
 AU2968
 AU2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2968
 AU2968.The geoid height was determined by GEOID03.
 AU2968
 AU2968;                    North         East     Units Scale Factor Converg.
 AU2968;SPC LA S     -    82,926.014 1,105,434.684   MT  1.00001241   +0 32 32.4
 AU2968;SPC LA S     -   272,066.43  3,626,746.96   sFT  1.00001241   +0 32 32.4
 AU2968;UTM  15      - 3,238,113.605   767,398.008   MT  1.00048240   +1 20 41.5
 AU2968
 AU2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2968!SPC LA S     -   1.00000380  x   1.00001241  =   1.00001621
 AU2968!UTM  15      -   1.00000380  x   1.00048240  =   1.00048620
 AU2968
 AU2968|---------------------------------------------------------------------|
 AU2968| PID    Reference Object                     Distance      Geod. Az  |
 AU2968|                                                           dddmmss.s |
 AU2968| DD6466 CANAL RM 2                           46.908 METERS 00109     |
 AU2968| AU2967 CANAL                                56.492 METERS 02433     |
 AU2968| DD6467 CANAL 2 RM 3                         23.603 METERS 04122     |
 AU2968| DD6465 CANAL RM 1                           36.859 METERS 04422     |
 AU2968| AU1250 LEEVILLE                            APPROX. 3.7 KM 0820104.3 |
 AU2968| DD6468 CANAL 2 RM 4                         26.078 METERS 27522     |
 AU2968|---------------------------------------------------------------------|
 AU2968
 AU2968                          SUPERSEDED SURVEY CONTROL
 AU2968
 AU2968  NAD 83(1986)-  29 14 37.00191(N)    090 14 55.39649(W) AD(       ) 3
 AU2968  NAD 27      -  29 14 36.18600(N)    090 14 55.11400(W) AD(       ) 3
 AU2968
 AU2968.Superseded values are not recommended for survey control.
 AU2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2968.See file dsdata.txt to determine how the superseded data were derived.
 AU2968
 AU2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6739838114(NAD 83)
 AU2968_MARKER: DS = TRIANGULATION STATION DISK
 AU2968_SETTING: 0 = UNSPECIFIED SETTING
 AU2968
 AU2968  HISTORY     - Date     Condition        Report By
 AU2968  HISTORY     - 1953     MONUMENTED       CGS
 AU2968  HISTORY     - 1965     GOOD             CGS
 AU2968
 AU2968                          STATION DESCRIPTION
 AU2968
 AU2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ALP)
 AU2968'STATION IS LOCATED ALONG THE S BANK OF THE SW LOUISIANA CANAL,
 AU2968'APPROXIMATELY 2.5 MILES W OF LEEVILLE, APPROXIMATELY 1700
 AU2968'FEET E OF THE ENTRANCE OF SW LOUISIANA CANAL INTO LITTLE LAKE,
 AU2968'180 FEET S OF THE S BANK OF SW LOUISIANA CANAL, 102 FEET W OF
 AU2968'A SMALLER CANAL LEADING S, 185.34 FEET SW OF STATION CANAL 1934,
 AU2968'AND 3 FEET SE OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 AU2968'CANAL 2 1953 SET IN THE TOP OF A 6-INCH TILE FASTENED TO A 2
 AU2968'BY 4 AND DRIVEN 8 FEET INTO THE MARSH.  THE STATION MARK
 AU2968'PROJECTS 18 INCHES.
 AU2968'
 AU2968'REFERENCE MARK 1 IS NE OF THE STATION, 79 FEET S OF THE S
 AU2968'BANK OF SW LOUISIANA CANAL, AND IS A STANDARD DISK, STAMPED
 AU2968'CANAL 1934 NO 1, AND SET IN THE TOP OF AN 8-INCH TILE.  THE MARK
 AU2968'PROJECTS 3 INCHES.
 AU2968'
 AU2968'REFERENCE MARK 2 IS N-NW OF THE STATION, 26 FEET S OF THE S BANK
 AU2968'OF SW LOUISIANA CANAL, AND IS A STANDARD DISK, STAMPED CANAL
 AU2968'1934 NO 2, AND SET IN THE TOP OF AN 8-INCH TILE.  THE MARK
 AU2968'PROJECTS 3 INCHES.
 AU2968'
 AU2968'REFERENCE MARK 3 IS NE OF THE STATION, 109 FEET S OF THE S
 AU2968'BANK OF SW LOUISIANA CANAL, AND IS A STANDARD DISK, STAMPED
 AU2968'CANAL 2 1953 NO 3, AND SET IN THE TOP OF A 6-INCH CONCRETE TILE.
 AU2968'THE MARK PROJECTS 18 INCHES.
 AU2968'
 AU2968'REFERENCE MARK 4 IS 85.56 FEET NW OF THE STATION, ON RANGE
 AU2968'WITH THE LIGHT MARKING THE ENTRANCE OF SW LOUISIANA CANAL INTO
 AU2968'LITTLE LAKE, AND 155 FEET S OF THE S BANK OF SW LOUISIANA
 AU2968'CANAL.  THE MARK PROJECTS 18 INCHES.
 AU2968
 AU2968                          STATION RECOVERY (1965)
 AU2968
 AU2968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU2968'THE STATION AND REFERENCE MARK 4 WERE RECOVERED AS DESCRIBED
 AU2968'AND FOUND IN GOOD CONDITION.  THE STATION IS 2 FEET WEST OF A
 AU2968'1-1/4 INCH PIPE WITNESS POST AND SIGN.
 AU2968'
 AU2968'REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT FOUND.
 AU2968'
 AU2968'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2937 ***********************************************************************
 AU2937  DESIGNATION -  CANALT
 AU2937  PID         -  AU2937
 AU2937  STATE/COUNTY-  LA/LAFOURCHE
 AU2937  USGS QUAD   -  MINK BAYOU (1994)
 AU2937
 AU2937                         *CURRENT SURVEY CONTROL
 AU2937  ___________________________________________________________________
 AU2937* NAD 83(1992)-  29 15 25.03508(N)    090 09 26.90123(W)     ADJUSTED  
 AU2937* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2937  **This station is located in a subsidence area (see below).
 AU2937  ___________________________________________________________________
 AU2937  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AU2937  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AU2937
 AU2937  HORZ ORDER  -  SECOND
 AU2937
 AU2937.The horizontal coordinates were established by classical geodetic methods
 AU2937.and adjusted by the National Geodetic Survey in January 1993..
 AU2937
 AU2937 ** The orthometric height has not been validated since last determined
 AU2937 ** by differential leveling and should not be used for control purposes.
 AU2937 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2937 ** area with valid NAVD 88 orthometric heights.
 AU2937 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2937 ** epoch indicated which incorporates improved geoid heights for the
 AU2937 ** Southern Louisiana Subsidence area.
 AU2937 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2937.The orthometric height was scaled from a topographic map.
 AU2937
 AU2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2937
 AU2937.The geoid height was determined by GEOID03.
 AU2937
 AU2937;                    North         East     Units Scale Factor Converg.
 AU2937;SPC LA S     -    84,492.813 1,114,289.145   MT  1.00000939   +0 35 16.6
 AU2937;SPC LA S     -   277,206.84  3,655,796.97   sFT  1.00000939   +0 35 16.6
 AU2937;UTM  15      - 3,239,805.087   776,234.085   MT  1.00054168   +1 23 24.4
 AU2937
 AU2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2937!SPC LA S     -   1.00000379  x   1.00000939  =   1.00001318
 AU2937!UTM  15      -   1.00000379  x   1.00054168  =   1.00054547
 AU2937
 AU2937:                Primary Azimuth Mark                     Grid Az
 AU2937:SPC LA S     -  BOUR                                     065 59 40.8
 AU2937:UTM  15      -  BOUR                                     065 11 33.0
 AU2937
 AU2937|---------------------------------------------------------------------|
 AU2937| PID    Reference Object                     Distance      Geod. Az  |
 AU2937|                                                           dddmmss.s |
 AU2937| AU2921 BOUR                                APPROX. 9.9 KM 0663457.4 |
 AU2937| DD6471 CANALT RM 2                          24.351 METERS 09452     |
 AU2937| DD6470 CANALT RM 1                          11.978 METERS 34850     |
 AU2937|---------------------------------------------------------------------|
 AU2937
 AU2937                          SUPERSEDED SURVEY CONTROL
 AU2937
 AU2937  NAD 83(1986)-  29 15 25.05022(N)    090 09 26.91083(W) AD(       ) 2
 AU2937  NAD 27      -  29 15 24.23000(N)    090 09 26.63000(W) AD(       ) 2
 AU2937
 AU2937.Superseded values are not recommended for survey control.
 AU2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2937.See file dsdata.txt to determine how the superseded data were derived.
 AU2937
 AU2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7623439805(NAD 83)
 AU2937_MARKER: DS = TRIANGULATION STATION DISK
 AU2937_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2937_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2937
 AU2937  HISTORY     - Date     Condition        Report By
 AU2937  HISTORY     - 1934     MONUMENTED       CGS
 AU2937  HISTORY     - 1940     GOOD             SHELL
 AU2937  HISTORY     - 1952     GOOD             CGS
 AU2937  HISTORY     - 1955     GOOD             CGS
 AU2937  HISTORY     - 1959     GOOD             HUMBLE
 AU2937
 AU2937                          STATION DESCRIPTION
 AU2937
 AU2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2937'ON THE S SIDE OF THE LOUISIANA CANAL ABOUT MIDWAY BETWEEN THE
 AU2937'CAMINADA BAY END OF THE CANAL AND LEESVILLE.  IT IS 17 METERS
 AU2937'(56 FEET) S OF THE CANAL BANK AND APPROXIMATELY 40 METERS
 AU2937'(130 FEET) W OF THE EXTENSION OF THE CENTER LINE OF A SMALL
 AU2937'BAYOU WHICH ENTERS THE CANAL FROM THE N.  THIS SMALL BAYOU DOES
 AU2937'NOT CROSS THE CANAL, BUT ANOTHER SMALL BAYOU EXTENDS S FROM A
 AU2937'POINT A SHORT DISTANCE SW OF THE STATION.  THE STATION AND
 AU2937'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 AU2937'THE TOP OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE TO
 AU2937'THE UPPER END OF LONG WOODEN PILES DRIVEN INTO THE MARSH.
 AU2937'REFERENCE MARK NO. 1 IS 11.978 METERS (39.30 FEET) FROM THE
 AU2937'STATION N 11 DEG 10 MIN W.  REFERENCE MARK NO.2
 AU2937'IS 24.351 METERS (79.89 FEET) FROM THE STATION
 AU2937'S 85 DEG 08 MIN E.
 AU2937
 AU2937                          STATION RECOVERY (1940)
 AU2937
 AU2937'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2937'RECOVERED IN GOOD CONDITION.
 AU2937'
 AU2937'THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND THE
 AU2937'MEASUREMENTS TO THEM WERE VERIFIED.
 AU2937
 AU2937                          STATION RECOVERY (1952)
 AU2937
 AU2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2937'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AU2937'REFERENCE MARK 1 IS IN THE CANAL AND WILL PROBABLY BE WASHED
 AU2937'OUT SOON.  THE DISTANCES TO BOTH REFERENCE MARKS WERE MEASURED
 AU2937'AND WERE FOUND TO BE CORRECT.  A COMPLETE NEW DESCRIPTION
 AU2937'FOLLOWS--
 AU2937'
 AU2937'STATION IS LOCATED ON THE S SIDE OF THE SOUTHWEST LOUISIANA
 AU2937'CANAL, ABOUT MIDWAY BETWEEN THE CAMINADA BAY END OF THE CANAL
 AU2937'AND LEEVILLE, ABOUT 1.1 MI. W OF THE CONFLUENCE OF BAYOU
 AU2937'FERBLANC, 2 FT. S OF A 4- BY 4-IN. WOODEN WITNESS POST, AND
 AU2937'ABOUT 40 M. (130 FT.) E OF THE EXTENSION OF THE CENTERLINE OF
 AU2937'A SMALL BAYOU WHICH ENTERS THE CANAL FROM THE N (THE SMALL
 AU2937'BAYOU DOES NOT CROSS THE CANAL, BUT ANOTHER SMALL BAYOU EXTENDS
 AU2937'S FROM A POINT A SHORT DISTANCE SW OF THE STATION).  THE
 AU2937'SHORELINE OF THE CANAL IS 11.9 M. N 12 DEG W.  IT IS A
 AU2937'STANDARD DISK, STAMPED CANALT 1934 AND SET IN THE TOP OF AN
 AU2937'8-IN.  CONCRETE POST.
 AU2937'
 AU2937'REFERENCE MARK 1 IS IN THE CANAL, 3 FT. N OF THE SHORE, AND
 AU2937'11.978 M. (39.30 FT.) FROM THE STATION N 11 DEG 10 MIN W
 AU2937'(ACCORDING TO THE ORIGINAL DESCRIPTION).  IT IS A STANDARD
 AU2937'DISK, STAMPED 1934 NO 1 CANALT AND SET IN THE TOP OF AN 8-IN.
 AU2937'CONCRETE POST.
 AU2937'
 AU2937'REFERENCE MARK 2 IS 17.98 M. (59.0 FT.) S OF THE SHORELINE
 AU2937'OF THE CANAL, AND 24.351 M. (79.89 FT.) FROM THE STATION
 AU2937'S 85 DEG 08 MIN E (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU2937'IT IS A STANDARD DISK, STAMPED 1934 NO 2 CANALT AND SET IN THE
 AU2937'TOP OF AN 8-IN. CONCRETE POST.
 AU2937
 AU2937                          STATION RECOVERY (1955)
 AU2937
 AU2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AU2937'THE STATION MARK WAS RECOVERED AS DESCRIBED, EXCEPT THAT IT
 AU2937'IS NOW ABOUT 11 M. (36 FT.) S OF THE CANAL BANK RATHER THAN
 AU2937'17 M. AS PREVIOUSLY STATED.  THE MARK IS ABOUT 10 M. N OF A NEW
 AU2937'BANK FORMED BY DREDGINGS FROM THE CANAL, AND 2 FT. S OF A WHITE
 AU2937'WITNESS POST.  THE MARK IS SET IN THE TOP OF A 6-IN. TILE
 AU2937'THAT PROJECTS 1 IN. ABOVE THE SURFACE OF THE GROUND.
 AU2937'
 AU2937'REFERENCE MARK 1 IN THE CANAL, IN ABOUT 30 IN. OF WATER. IT
 AU2937'IS 4 FT. N OF THE CANAL BANK, AND PROJECTS 4 IN. ABOVE THE
 AU2937'SURFACE OF THE WATER.  THE 6-IN. TILE, IN WHICH THE DISK IS
 AU2937'SET, IS LEANING AND WOBBLY.
 AU2937'
 AU2937'REFERENCE MARK 2 WAS NOT RECOVERED.  IT PROBABLY STILL EXISTS BUT
 AU2937'HAS BEEN COVERED BY THE DREDGINGS FROM THE CANAL.
 AU2937
 AU2937                          STATION RECOVERY (1959)
 AU2937
 AU2937'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959 (CEM)
 AU2937'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2936 ***********************************************************************
 AU2936  DESIGNATION -  CANALT 2
 AU2936  PID         -  AU2936
 AU2936  STATE/COUNTY-  LA/LAFOURCHE
 AU2936  USGS QUAD   -  MINK BAYOU (1994)
 AU2936
 AU2936                         *CURRENT SURVEY CONTROL
 AU2936  ___________________________________________________________________
 AU2936* NAD 83(1992)-  29 15 24.58892(N)    090 09 26.88050(W)     ADJUSTED  
 AU2936* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AU2936  **This station is located in a subsidence area (see below).
 AU2936  ___________________________________________________________________
 AU2936  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AU2936  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AU2936
 AU2936  HORZ ORDER  -  SECOND
 AU2936
 AU2936.The horizontal coordinates were established by classical geodetic methods
 AU2936.and adjusted by the National Geodetic Survey in January 1993..
 AU2936
 AU2936 ** The orthometric height has not been validated since last determined
 AU2936 ** by differential leveling and should not be used for control purposes.
 AU2936 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2936 ** area with valid NAVD 88 orthometric heights.
 AU2936 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2936 ** epoch indicated which incorporates improved geoid heights for the
 AU2936 ** Southern Louisiana Subsidence area.
 AU2936 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2936
 AU2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2936
 AU2936.The geoid height was determined by GEOID03.
 AU2936
 AU2936;                    North         East     Units Scale Factor Converg.
 AU2936;SPC LA S     -    84,479.082 1,114,289.846   MT  1.00000942   +0 35 16.6
 AU2936;SPC LA S     -   277,161.79  3,655,799.27   sFT  1.00000942   +0 35 16.6
 AU2936;UTM  15      - 3,239,791.360   776,234.979   MT  1.00054169   +1 23 24.4
 AU2936
 AU2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2936!SPC LA S     -   1.00000347  x   1.00000942  =   1.00001289
 AU2936!UTM  15      -   1.00000347  x   1.00054169  =   1.00054517
 AU2936
 AU2936:                Primary Azimuth Mark                     Grid Az
 AU2936:SPC LA S     -  CANALT 2 AZ MK                           078 49 36.4
 AU2936:UTM  15      -  CANALT 2 AZ MK                           078 01 28.6
 AU2936
 AU2936|---------------------------------------------------------------------|
 AU2936| PID    Reference Object                     Distance      Geod. Az  |
 AU2936|                                                           dddmmss.s |
 AU2936| DD6472 CANALT 2 AZ MK                                     0792453.0 |
 AU2936| DD6473 CANALT 2 RM 3                        16.027 METERS 11050     |
 AU2936| AU2970 LEEVILLE FREEPORT SULPHUR MAST      APPROX. 7.2 KM 2334506.1 |
 AU2936| DD6474 CANALT 2 RM 4                        15.894 METERS 26108     |
 AU2936| AU2937 CANALT                               13.748 METERS 35740     |
 AU2936|---------------------------------------------------------------------|
 AU2936
 AU2936                          SUPERSEDED SURVEY CONTROL
 AU2936
 AU2936  NAD 83(1986)-  29 15 24.60406(N)    090 09 26.89011(W) AD(       ) 2
 AU2936  NAD 27      -  29 15 23.78380(N)    090 09 26.61080(W) AD(       ) 2
 AU2936  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 AU2936
 AU2936.Superseded values are not recommended for survey control.
 AU2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2936.See file dsdata.txt to determine how the superseded data were derived.
 AU2936
 AU2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7623539791(NAD 83)
 AU2936_MARKER: DS = TRIANGULATION STATION DISK
 AU2936_SETTING: 0 = UNSPECIFIED SETTING
 AU2936
 AU2936  HISTORY     - Date     Condition        Report By
 AU2936  HISTORY     - 1966     MONUMENTED       CGS
 AU2936
 AU2936                          STATION DESCRIPTION
 AU2936
 AU2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2936'STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF GRAND
 AU2936'ISLE, 7 MILES NORTHWEST OF NORTHWEST END OF CAMINADA PASS
 AU2936'CAUSEWAY, 2 MILES EAST OF LAKE JESS, ABOUT MIDWAY BETWEEN
 AU2936'LEEVILLE AND CAMINADA BAY, 1 MILE WEST OF BAYOU FERBLANE AND
 AU2936'ON SOUTH SIDE OF SOUTHWEST LOUISIANA CANAL.
 AU2936'
 AU2936'STATION MARK, A STANDARD DISK STAMPED CANALT 2 1966, IS CRIMPED
 AU2936'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG
 AU2936'WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH
 AU2936'PROJECTS 2.3 FEET.  THE MARK IS 51 FEET SOUTH OF SOUTH BANK
 AU2936'OF CANAL AND 1 FOOT NORTH OF THE WITNESS POST.
 AU2936'
 AU2936'REFERENCE MARK 3, A STANDARD DISK STAMPED CANALT 2 NO 3 1966,
 AU2936'IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD
 AU2936'24 FEET LONG WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE
 AU2936'WHICH PROJECTS ABOUT 2.5 FEET.  THE MARK IS 90 FEET SOUTH OF
 AU2936'SOUTH SIDE OF CANAL AND 52 FEET SOUTHEAST OF WITNESS POST.
 AU2936'
 AU2936'REFERENCE MARK 4, A STANDARD DISK STAMPED CANALT 2 NO 4 1966, IS
 AU2936'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AU2936'FEET LONG WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE
 AU2936'WHICH PROJECTS 2 FEET.  THE MARK IS 52.3 FEET WEST OF WITNESS
 AU2936'POST AND 45 FEET SOUTH OF SOUTH BANK OF CANAL.
 AU2936'
 AU2936'AZIMUTH MARK, A STANDARD DISK STAMPED CANALT 2 1966, IS CRIMPED
 AU2936'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG
 AU2936'WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS
 AU2936'2.2 FEET.  THE MARK IS 34 FEET SOUTH OF SOUTH BANK OF CANAL,
 AU2936'1.4 FEET SOUTHEAST OF METAL WITNESS POST AND 1.4 FEET NORTHWEST
 AU2936'OF 5.5 FEET HIGH 4 BY 4 WOOD POST.
 AU2936'
 AU2936'CANALT 1934, IS NOW ONLY ABOUT 10 FEET SOUTH OF CANAL BANK
 AU2936'AND IS ABOUT 10 INCHES BELOW SURFACE OF THE MUD.  A METAL
 AU2936'WITNESS POST IS AT STATION MARK.
 AU2936'
 AU2936'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2611 ***********************************************************************
 AU2611  DESIGNATION -  CANE
 AU2611  PID         -  AU2611
 AU2611  STATE/COUNTY-  LA/IBERIA
 AU2611  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2611
 AU2611                         *CURRENT SURVEY CONTROL
 AU2611  ___________________________________________________________________
 AU2611* NAD 83(1992)-  29 59 39.87453(N)    091 52 15.93161(W)     ADJUSTED  
 AU2611* NAVD 88     -         5.1  **(meters)      17.   **(feet)  VERTCON   
 AU2611  **This station is located in a subsidence area (see below).
 AU2611  ___________________________________________________________________
 AU2611  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU2611  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AU2611
 AU2611  HORZ ORDER  -  SECOND
 AU2611
 AU2611.The horizontal coordinates were established by classical geodetic methods
 AU2611.and adjusted by the National Geodetic Survey in January 1993..
 AU2611
 AU2611 ** The orthometric height has not been validated since last determined
 AU2611 ** by differential leveling and should not be used for control purposes.
 AU2611 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2611 ** area with valid NAVD 88 orthometric heights.
 AU2611 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2611 ** epoch indicated which incorporates improved geoid heights for the
 AU2611 ** Southern Louisiana Subsidence area.
 AU2611 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2611
 AU2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2611
 AU2611.The geoid height was determined by GEOID03.
 AU2611
 AU2611;                    North         East     Units Scale Factor Converg.
 AU2611;SPC LA S     -   165,768.496   948,114.791   MT  0.99992575   -0 16 08.0
 AU2611;SPC LA S     -   543,858.81  3,110,606.61   sFT  0.99992575   -0 16 08.0
 AU2611;UTM  15      - 3,318,702.214   608,890.206   MT  0.99974629   +0 33 51.9
 AU2611
 AU2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2611!SPC LA S     -   1.00000341  x   0.99992575  =   0.99992916
 AU2611!UTM  15      -   1.00000341  x   0.99974629  =   0.99974970
 AU2611
 AU2611:                Primary Azimuth Mark                     Grid Az
 AU2611:SPC LA S     -  NEW IBERIA WEST MUN TANK                 058 26 29.3
 AU2611:UTM  15      -  NEW IBERIA WEST MUN TANK                 057 36 29.4
 AU2611
 AU2611|---------------------------------------------------------------------|
 AU2611| PID    Reference Object                     Distance      Geod. Az  |
 AU2611|                                                           dddmmss.s |
 AU2611| BJ5147 NEW IBERIA WEST MUN TANK            APPROX. 4.1 KM 0581021.3 |
 AU2611| CV8793 CANE RM 3                            19.124 METERS 13025     |
 AU2611| AU2610 CANE LDH 1969 RM 1                   19.101 METERS 13029     |
 AU2611| AU2603 NEW IBERIA KING KQS 321 MST         APPROX. 7.7 KM 1340201.1 |
 AU2611| AU1885 23 V 17                             481.367 METERS 2995215.7 |
 AU2611| CV8792 CANE RM 2                            12.915 METERS 31112     |
 AU2611|---------------------------------------------------------------------|
 AU2611
 AU2611                          SUPERSEDED SURVEY CONTROL
 AU2611
 AU2611  NAD 83(1986)-  29 59 39.89522(N)    091 52 15.92593(W) AD(       ) 2
 AU2611  NAD 27      -  29 59 39.16062(N)    091 52 15.50049(W) AD(       ) 2
 AU2611  NGVD 29 (05/31/93)    5.2    (m)           17.     (f) GPS OBS        
 AU2611
 AU2611.Superseded values are not recommended for survey control.
 AU2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2611.See file dsdata.txt to determine how the superseded data were derived.
 AU2611
 AU2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0889018702(NAD 83)
 AU2611_MARKER: DD = SURVEY DISK
 AU2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2611_SP_SET: CONCRETE POST
 AU2611_STAMPING: CANE 1969
 AU2611_MARK LOGO: NONE  
 AU2611_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AU2611+STABILITY: POSITION/ELEVATION WELL
 AU2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2611+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 AU2611
 AU2611  HISTORY     - Date     Condition        Report By
 AU2611  HISTORY     - 1969     MONUMENTED       LADH
 AU2611  HISTORY     - 1969     GOOD             LADH
 AU2611  HISTORY     - 1973     GOOD             NGS
 AU2611  HISTORY     - 1973     GOOD             LADH
 AU2611  HISTORY     - 19921101 GOOD             NOS
 AU2611  HISTORY     - 19950503 GOOD             USPSQD
 AU2611  HISTORY     - 20040308 GOOD             USPSQD
 AU2611
 AU2611                          STATION DESCRIPTION
 AU2611
 AU2611'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 AU2611'THE STATION IS LOCATED 2.9 MILES WEST OF THE JUNCTION OF STATE
 AU2611'HIGHWAY 182 AND STATE HIGHWAY 14 IN NEW IBERIA, 13 MILES NORTHWEST OF
 AU2611'JEANERETTE ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 AU2611'HIGHWAYS.  IT IS 181.40 FEET EAST-SOUTHEAST OF THE CENTER
 AU2611'OF A DOUBLE CULVERT UNDER U. S. HIGHWAY 90, 111.30 FEET
 AU2611'NORTH-NORTHWEST OF THE NORTH END OF A SIDE DRAIN, 85.70 FEET
 AU2611'WEST-NORTHWEST OF A POWER POLE, 2.80 FEET SOUTHWEST OF A FENCE
 AU2611'AND 1.70 FEET SOUTHWEST OF A METAL WITNESS POST, 104.0 FEET
 AU2611'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF U. S. HIGHWAY
 AU2611'90.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 AU2611'GEODETIC SURVEY DISK, STAMPED CANE 1969 PROJECTING 2 INCHES.
 AU2611'
 AU2611'REFERENCE MARK NO. 1 IS 62.68 FEET SOUTHEAST OF THE STATION.  IT IS
 AU2611'105.0 FEET NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 AU2611'STATE HIGHWAY 90, 71.30 FEET NORTH-NORTHEAST OF THE HEADWALL ON THE
 AU2611'CULVERT UNDER U. S. HIGHWAY 90, 62.80 FEET SOUTHEAST OF A METAL
 AU2611'WITNESS POST AND SIGN, 23.0 FEET WEST-NORTHWEST OF A POWER POLE,
 AU2611'AND 2.60 FEET SOUTHWEST OF A FENCE.  IT IS A LOUISIANA DEPARTMENT
 AU2611'OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED CANE R.
 AU2611'M.  1 1969, PROJECTING 2 INCHES.
 AU2611'
 AU2611'REFERENCE MARK NO. 2 IS 42.40 FEET NORTHWEST OF THE STATION.  IT IS
 AU2611'144.0 FEET EAST-SOUTHEAST OF THE HEADWALL ON THE CULVERT UNDER U. S.
 AU2611'HIGHWAY 90, 105.0 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND
 AU2611'LANE OF U. S. HIGHWAY 90, 42.00 FEET WEST OF A WITNESS POST AND
 AU2611'2.20 FEET SOUTHWEST OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF
 AU2611'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED CANE R. M. 2
 AU2611'1969, PROJECTING 2 INCHES.
 AU2611'
 AU2611'THE AZIMUTH MARK IS 0.30 MILE NORTHWEST OF THE STATION.  IT IS 133.0
 AU2611'FEET NORTHWEST OF A 36 INCH OAK TREE IN A FIELD, 104.0 FEET
 AU2611'SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF U. S. HIGHWAY 90,
 AU2611'12.40 FEET SOUTHEAST OF A POWER POLE, 2.55 FEET NORTHEAST OF A
 AU2611'BARBED WIRE FENCE, AND 1.30 FEET NORTHEAST OF A METAL WITNESS
 AU2611'POST.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 AU2611'GEODETIC SURVEY DISK STAMPED 23V17 1968 PROJECTING 4 INCHES.
 AU2611'
 AU2611'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHWEST ALONG
 AU2611'U. S. HIGHWAY 90 FOR 0.30 MILE TO A MARK SET ON THE SOUTHWEST SIDE
 AU2611'OF THE SOUTH BOUND LANE OF STATE HIGHWAY 90 NEAR A FENCE.
 AU2611'
 AU2611'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 182 AND
 AU2611'STATE HIGHWAY 14 IN NEW IBERIA, FOLLOW STATE HIGHWAY 14 SOUTHWEST
 AU2611'FOR 2.90 MILES TO THE INTERCHANGE ON U. S. HIGHWAY 90, THEN DRIVE
 AU2611'NORTHWEST ALONG U. S. HIGHWAY 90 FOR 0.60 MILE TO THE STATION
 AU2611'SET ON THE NORTHEAST SIDE OF THE NORTH BOUND LANE OF U. S. HIGHWAY
 AU2611'90.  STATION IS NEAR A FENCE AND A FIELD ROAD.
 AU2611
 AU2611                          STATION RECOVERY (1969)
 AU2611
 AU2611'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 AU2611'RECOVERED IN GOOD CONDITION.
 AU2611
 AU2611                          STATION RECOVERY (1973)
 AU2611
 AU2611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 AU2611'THE STATION WAS VISITED 5/7/73 AND THE STATION MARK, AZIMUTH
 AU2611'MARK, AND RM 2 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 AU2611'FOLLOWS--
 AU2611'
 AU2611'THE STATION IS LOCATED 3 MILES WEST OF NEW IBERIA AND 7.5 MILES
 AU2611'NORTHEAST OF DELCAMBRE, IN THE SOUTHWEST QUARTER OF SECTION 16,
 AU2611'T12S, R6E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 AU2611'HIGHWAYS.  IT IS 182 FEET EAST OF THE CENTER OF A HEADWALL OF A
 AU2611'DOUBLE DRAIN UNDER U. S. HIGHWAY 90, 112 FEET NORTHEAST OF THE CENTER
 AU2611'OF A HEADWALL OF A SIDE DRAIN, 104 FEET SOUTHEAST OF THE CENTER OF
 AU2611'THE NORTH BOUND LANE ON U. S. HIGHWAY 90, 87 FEET NORTHWEST OF A
 AU2611'POWER POLE AND 4 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 AU2611'
 AU2611'IT IS A STANDARD TRIANGULATION DISK, STAMPED CANE 1969, FLUSH WITH
 AU2611'THE GROUND.
 AU2611'
 AU2611'REFERENCE MARK NO. 1 WAS FOUND PUSHED OVER.
 AU2611'
 AU2611'REFERENCE MARK NO. 2 IS 40.42 FEET NORTHWEST OF THE STATION.  IT IS
 AU2611'135 FEET EAST OF THE CENTER OF A HEADWALL ON A DOUBLE DRAIN UNDER
 AU2611'U. S. HIGHWAY 90, 132 FEET NORTHWEST OF A POWER POLE, 105 FEET
 AU2611'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE ON U. S. HIGHWAY
 AU2611'90, 3.5 FEET NORTHEAST OF A FENCE.  IT IS A STANDARD REFERENCE
 AU2611'MARK DISK STAMPED CANE RM 2 1969, FLUSH WITH THE GROUND.
 AU2611'
 AU2611'THE AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION.  IT IS
 AU2611'133 FEET NORTHWEST OF A 36-INCH OAK TREE, 104 FEET SOUTHWEST OF THE
 AU2611'SOUTH BOUND LANE ON U. S. HIGHWAY 90, 12 FEET SOUTHEAST OF A POWER
 AU2611'POLE, 2.5 FEET NORTHEAST OF A BARBED WIRE FENCE, AND 1.5 FEET
 AU2611'NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 AU2611'AZIMUTH MARK DISK, STAMPED 23V17, PROJECTING 4 INCHES.
 AU2611'
 AU2611'TO REACH THE STATION FROM THE INTERCHANGE ON U. S. HIGHWAY 90 AND
 AU2611'STATE HIGHWAY 14 JUST WEST OF NEW IBERIA, DRIVE NORTHWEST ALONG
 AU2611'U. S. HIGHWAY 90 FOR 0.9 MILE.  THE STATION IS SET ON THE RIGHT AND
 AU2611'EAST OF THE HIGHWAY NEAR A POWER POLE.
 AU2611'
 AU2611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF NEW
 AU2611'IBERIA.
 AU2611
 AU2611                          STATION RECOVERY (1973)
 AU2611
 AU2611'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973 (AKH)
 AU2611'THE STATION WAS VISITED 8-8-73 AND THE STATION, REFERENCE MARK NO. 2
 AU2611'THE AZIMUTH MARK 23V7 (LDH) WERE ALL FOUND IN GOOD CONDITION.
 AU2611'REFERENCE MARK NO. 1 WAS FOUND DISTURBED, THE MARK WAS RESTAMPED
 AU2611'NO. 3 AND USED AS REFERENCE MARK NO. 3.  NOTE--A 54 DEGREE ERROR
 AU2611'WAS FOUND IN THE DIRECTION 23V7 (LDH), WITH THIS CORRECTION APPLYED
 AU2611'THE DIRECTIONS TO REFERENCE MARK NO. 2 AND THE N. I KINGSTON KGS
 AU2611'321 MAST CHECKS VERY GOOD.  THE 1973 MEASUREMENT TO REFERENCE MARK
 AU2611'NO. 2 FAILED TO CHECK BY 0.03 FEET.  A NEW DESCRIPTION
 AU2611'FOLLOWS--
 AU2611'
 AU2611'THE STATION IS LOCATED ABOUT 3.2 MILES WEST-NORTHWEST OF NEW
 AU2611'IBERIA, ON THE EAST RIGHT-OF-WAY OF U. S. HIGHWAY 90, 181 FEET ESE
 AU2611'OF A DOUBLE CULVERT N THE HIGHWAY, 111 FEET NNW OF THE NORTH END OF
 AU2611'A SIDE DRAIN, 85.5 FEET WNW OF A POWER POLE, 104 FEET NE OF THE
 AU2611'CENTERLINE OF THE NORTH BOUND LANE OF U. S. HIGHWAY 90, 3 FEET
 AU2611'WEST OF A FENCE LINE, AND 5 FEET NORTHWEST OF A METAL WITNESS
 AU2611'POST.  IT IS A LOUISIANA HIGHWAY DEPT AND COAST AND GEODETIC SURVEY
 AU2611'DISK STAMPED CANE 1969, PROJECTING 2 INCHES.
 AU2611'
 AU2611'REFERENCE MARK NO. 2 IS 42.37 FEET NW OF THE STATION, 144 FEET ESE OF
 AU2611'THE CENTER OF A DOUBLE CULVERT UNDER U. S. HIGHWAY 90, 105 FEET NE
 AU2611'OF THE CENTERLINE OF THE NORTH BOUND LANE OF U. S. HIGHWAY 90, 2
 AU2611'FEET SW OF A FENCE, AND 1 FOOT NE OF A METAL WITNESS POST.  IT IS
 AU2611'A LOUISIANA STATE HIGHWAY AND COAST AND GEODETIC SURVEY DISK
 AU2611'STAMPED CANE RM 2 1969, FLUSH.
 AU2611'
 AU2611'REFERENCE MARK NO. 3 IS 62.74 FEET SE OF THE STATION, 105 FEET NE
 AU2611'OF THE CENTERLINE OF THE NORTHBOUND LANE OF U. S. HIGHWAY 90, 71
 AU2611'FEET NNE OF THE NORTH END OF A SIDE DRAIN, 23 FEET NW OF A POWER
 AU2611'POLE, 2.6 FEET SW OF A FENCE AND 1 FOOT NE OF A METAL WITNESS
 AU2611'POST.  IT IS A LOUISIANA STATE HIGHWAY AND COAST AND GEODETIC
 AU2611'SURVEY DISK STAMPED CANE RM 3 1969 FLUSH.
 AU2611'
 AU2611'THE AZIMUTH MARK, 23V7 (LDH) BM IS 0.3 MILE NORTHWEST OF THE
 AU2611'STATION, 104 FEET SW OF THE CENTERLINE OF THE SOUTH BOUND LANE
 AU2611'OF U. S. HIGHWAY 90, 133 FEET NW OF A 36-INCH OAK TREE IN A FIELD,
 AU2611'12.5 FEET SOUTHEAST OF A POWER POLE, 2.5 FEET NORTHEAST OF A
 AU2611'FENCE, AND 1.3 FEET NORTHEAST OF A METAL WITNESS POST.  IT IS A
 AU2611'LOUISIANA STATE HIGHWAY AND COAST AND GEODETIC SURVEY DISK
 AU2611'STAMPED 23V7 1968, PROJECTING 4 INCHES.
 AU2611'
 AU2611'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 182 AND
 AU2611'14 IN NEW IBERIA, GO SOUTHWEST ON STATE HIGHWAY 14, FOR 2.9 MILES TO
 AU2611'U. S. HIGHWAY 90 INTERCHANGE, TURN RIGHT AND GO NORTHWEST FOR 1.0
 AU2611'MILE TO THE STATION ON THE RIGHT.  CONTINUE NORTHWEST FOR 0.3 MILE
 AU2611'TO THE AZIMUTH MARK ON THE LEFT.
 AU2611'
 AU2611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES WNW OF
 AU2611'NEW IBERIA.
 AU2611
 AU2611                          STATION RECOVERY (1992)
 AU2611
 AU2611'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AU2611'RECOVERED IN GOOD CONDITION.
 AU2611
 AU2611                          STATION RECOVERY (1995)
 AU2611
 AU2611'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2611'RECOVERED IN GOOD CONDITION.
 AU2611
 AU2611                          STATION RECOVERY (2004)
 AU2611
 AU2611'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AU2611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2921 ***********************************************************************
 BX2921  DESIGNATION -  CANEY
 BX2921  PID         -  BX2921
 BX2921  STATE/COUNTY-  LA/VERNON
 BX2921  USGS QUAD   -  BURR FERRY (1967)
 BX2921
 BX2921                         *CURRENT SURVEY CONTROL
 BX2921  ___________________________________________________________________
 BX2921* NAD 83(1992)-  31 06 17.80052(N)    093 24 58.59803(W)     ADJUSTED  
 BX2921* NAVD 88     -       112.7    (meters)     370.     (feet)  VERTCON   
 BX2921  ___________________________________________________________________
 BX2921  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 BX2921  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BX2921
 BX2921  HORZ ORDER  -  FIRST
 BX2921
 BX2921.The horizontal coordinates were established by classical geodetic methods
 BX2921.and adjusted by the National Geodetic Survey in January 1993..
 BX2921
 BX2921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2921
 BX2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2921
 BX2921.The geoid height was determined by GEOID03.
 BX2921
 BX2921;                    North         East     Units Scale Factor Converg.
 BX2921;SPC LA N     -    67,444.556   912,587.367   MT  1.00001457   -0 29 04.0
 BX2921;SPC LA N     -   221,274.35  2,994,047.05   sFT  1.00001457   -0 29 04.0
 BX2921;SPC TX C     - 3,179,947.484 1,359,381.716   MT  0.99988337   +3 33 45.7
 BX2921;SPC TX C     -10,432,877.70  4,459,904.85   sFT  0.99988337   +3 33 45.7
 BX2921;UTM  15      - 3,441,307.024   460,303.076   MT  0.99961944   -0 12 54.2
 BX2921
 BX2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2921!SPC LA N     -   0.99998654  x   1.00001457  =   1.00000111
 BX2921!SPC TX C     -   0.99998654  x   0.99988337  =   0.99986991
 BX2921!UTM  15      -   0.99998654  x   0.99961944  =   0.99960598
 BX2921
 BX2921:                Primary Azimuth Mark                     Grid Az
 BX2921:SPC LA N     -  LEESVILLE LOT                            070 24 27.2
 BX2921:SPC TX C     -  LEESVILLE LOT                            066 21 37.5
 BX2921:UTM  15      -  LEESVILLE LOT                            070 08 17.4
 BX2921
 BX2921|---------------------------------------------------------------------|
 BX2921| PID    Reference Object                     Distance      Geod. Az  |
 BX2921|                                                           dddmmss.s |
 BX2921| BX2914 LEESVILLE LOT                       APPROX.11.3 KM 0695523.2 |
 BX2921| BX2911 LEESVILLE CLECO TANK                APPROX.13.1 KM 0703417.9 |
 BX2921| BX2913 LEESVILLE RAD STA KLLA MAST         APPROX.12.1 KM 0704612.6 |
 BX2921| BX2909 LEESVILLE S BELL TEL MW KTF 69      APPROX.15.2 KM 0735703.5 |
 BX2921| BX2912 LEESVILLE CABLE TV MAST             APPROX.12.4 KM 0743247.7 |
 BX2921| CV8206 CANEY RM 3                                         16306     |
 BX2921| CV8204 CANEY RM 1                           25.851 METERS 18135     |
 BX2921| BX2972 TOLEDO                              APPROX.17.6 KM 2863616.2 |
 BX2921| CV8205 CANEY RM 2                           24.068 METERS 30027     |
 BX2921|---------------------------------------------------------------------|
 BX2921
 BX2921                          SUPERSEDED SURVEY CONTROL
 BX2921
 BX2921  NAD 83(1986)-  31 06 17.81002(N)    093 24 58.59799(W) AD(       ) 1
 BX2921  NAD 27      -  31 06 17.13232(N)    093 24 57.99274(W) AD(       ) 1
 BX2921  NGVD 29 (07/19/86)  112.8    (m)          370.     (f) VERT ANG       
 BX2921
 BX2921.Superseded values are not recommended for survey control.
 BX2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2921.See file dsdata.txt to determine how the superseded data were derived.
 BX2921
 BX2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6030341307(NAD 83)
 BX2921_MARKER: DS = TRIANGULATION STATION DISK
 BX2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2921
 BX2921  HISTORY     - Date     Condition        Report By
 BX2921  HISTORY     - 1972     MONUMENTED       NGS
 BX2921  HISTORY     - 19940611 GOOD             USPSQD
 BX2921
 BX2921                          STATION DESCRIPTION
 BX2921
 BX2921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2921'5 KGS. TENSION ON ALL MARKS.
 BX2921'
 BX2921'NO MEASUREMENT BETWEEN RMS DUE TO TREES AND UNDERBRUSH ON LINE.
 BX2921'
 BX2921'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BX2921'
 BX2921'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF ANACOCO, 11
 BX2921'MILES NORTH-NORTHWEST OF NEAME, 9-1/2 MILES WEST-NORTHWEST OF
 BX2921'LEESVILLE AND 1-1/2 MILES EAST OF THE NORTHEAST CORNER OF THE
 BX2921'LUTCHER AND MOORE WILD LIFE MANAGEMENT AREA.  IT IS IN THE WEST
 BX2921'QUARTER OF SECTION 32, R 10 W, T 2 N.  THE LAND IS OWNED BY THE
 BX2921'BOISE SOUTHERN, POST OFFICE BOX 1000, DERIDDER, LOUISIANA.
 BX2921'
 BX2921'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX2921'STATE HIGHWAY 8 IN LEESVILLE, GO WESTERLY ON STATE HIGHWAY 8 FOR
 BX2921'9.15 MILE TO THE JUNCTION OF STATE HIGHWAY 464.  CONTINUE WESTERLY
 BX2921'ON STATE HIGHWAY 8 FOR 1.9 MILE TO A BLADED ROAD ON THE LEFT, TURN
 BX2921'LEFT ON BLADED ROAD AND GO SOUTH FOR 0.4 MILE TO A SIDE ROAD
 BX2921'LEFT, TURN LEFT AND GO EASTERLY FOR 0.1 MILE TO WHERE ROAD CURVES
 BX2921'AND THE STATION ON THE RIGHT, AS DESCRIBED.
 BX2921'
 BX2921'STATION MARKS ARE STANDARD MARKS ARE STANDARD DISKS STAMPED CANEY
 BX2921'1972.  THE SURFACE DISK IS IN THE TOP OF A 12-INCH CYLINDRICAL
 BX2921'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT
 BX2921'IS 115 FEET WEST OF THE APPROXIMATE CENTER OF BLADED ROAD, 41 FEET
 BX2921'NORTH OF A TRIANGLE BLAZED PINE TREE, 34.5 FEET SOUTH OF A 10 INCH
 BX2921'PINE TREE AND 4.2 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 BX2921'SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BX2921'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW GROUND SURFACE.
 BX2921'
 BX2921'REFERENCE MARK 1, A STANDARD DISK STAMPED CANEY NO 1 1972, IS SET IN
 BX2921'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BX2921'INCHES ABOVE GROUND SURFACE.  IT IS 115 FEET WEST OF THE
 BX2921'APPROXIMATE CENTER OF BLADED ROAD, 31 FEET NORTH OF A 16 INCH PINE
 BX2921'TREE AND 26 FEET EAST OF A 14 INCH PINE TREE.
 BX2921'
 BX2921'REFERENCE MARK 2, A STANDARD DISK STAMPED CANEY NO 2 1972, IS SET IN
 BX2921'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 BX2921'INCHES ABOVE THE GROUND SURFACE.  IT IS 15.5 FEET SOUTHWEST OF A 16
 BX2921'INCH PINE TREE, 12 FEET SOUTHEAST OF A 6 INCH PINE TREE AND 9.7
 BX2921'FEET NORTHEAST OF AN 18 INCH PINE TREE.
 BX2921'
 BX2921'REFERENCE MARK 3, A STANDARD DISK STAMPED CANEY NO 3 1972, IS SET IN
 BX2921'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BX2921'INCHES ABOVE THE GROUND SURFACE.  IT IS 33.5 FEET NORTHWEST OF AN
 BX2921'18 INCH PINE TREE, 26.5 FEET EAST OF THE APPROXIMATE CENTER OF
 BX2921'BLADED ROAD AND 2.2 FEET WEST OF A METAL WITNESS POST WITH SIGN
 BX2921'ATTACHED.
 BX2921'
 BX2921'TO REACH REFERENCE MARK 3, FROM THE STATION, GO SOUTHERLY ON BLADED
 BX2921'ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT, AS DESCRIBED.
 BX2921'
 BX2921'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 BX2921'
 BX2921'NEAREST TOWN--9-1/2 MILES WSW OF LEESVILLE.
 BX2921
 BX2921                          STATION RECOVERY (1994)
 BX2921
 BX2921'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3235 ***********************************************************************
 CQ3235  DESIGNATION -  CANEY
 CQ3235  PID         -  CQ3235
 CQ3235  STATE/COUNTY-  LA/BOSSIER
 CQ3235  USGS QUAD   -  CARTERVILLE (1981)
 CQ3235
 CQ3235                         *CURRENT SURVEY CONTROL
 CQ3235  ___________________________________________________________________
 CQ3235* NAD 83(1992)-  32 53 47.08120(N)    093 36 05.59799(W)     ADJUSTED  
 CQ3235* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 CQ3235  ___________________________________________________________________
 CQ3235  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 CQ3235  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ3235
 CQ3235  HORZ ORDER  -  SECOND
 CQ3235
 CQ3235.The horizontal coordinates were established by classical geodetic methods
 CQ3235.and adjusted by the National Geodetic Survey in September 1999..
 CQ3235
 CQ3235.The orthometric height was scaled from a topographic map.
 CQ3235
 CQ3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3235
 CQ3235.The geoid height was determined by GEOID03.
 CQ3235
 CQ3235;                    North         East     Units Scale Factor Converg.
 CQ3235;SPC LA N     -   266,240.318   896,931.560   MT  1.00006046   -0 34 56.6
 CQ3235;SPC LA N     -   873,490.11  2,942,682.96   sFT  1.00006046   -0 34 56.6
 CQ3235;SPC AR S     -   426,655.053   250,143.923   MT  1.00011394   -0 53 47.0
 CQ3235;SPC AR S     - 1,399,784.12    820,680.52   sFT  1.00011394   -0 53 47.0
 CQ3235;UTM  15      - 3,639,963.614   443,739.236   MT  0.99963903   -0 19 36.2
 CQ3235
 CQ3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3235!SPC LA N     -   0.99998685  x   1.00006046  =   1.00004731
 CQ3235!SPC AR S     -   0.99998685  x   1.00011394  =   1.00010079
 CQ3235!UTM  15      -   0.99998685  x   0.99963903  =   0.99962589
 CQ3235
 CQ3235|---------------------------------------------------------------------|
 CQ3235| PID    Reference Object                     Distance      Geod. Az  |
 CQ3235|                                                           dddmmss.s |
 CQ3235| CX5124 CANEY RM 1                           21.791 METERS 12136     |
 CQ3235| CX5125 CANEY RM 2                           15.660 METERS 20925     |
 CQ3235| CQ3234 PLAIN DEALING FIRE TOWER LFC         35.281 METERS 26013     |
 CQ3235| CQ3238 PLAIN DEALING MUNICIPAL TANK        APPROX. 9.4 KM 2753847.6 |
 CQ3235| CX5123 CANEY AZ MK                                        3591800.5 |
 CQ3235|---------------------------------------------------------------------|
 CQ3235
 CQ3235                          SUPERSEDED SURVEY CONTROL
 CQ3235
 CQ3235  NAD 83(1992)-  32 53 47.08716(N)    093 36 05.59166(W) AD(       ) 2
 CQ3235  NAD 83(1986)-  32 53 47.09247(N)    093 36 05.58757(W) AD(       ) 2
 CQ3235  NAD 27      -  32 53 46.59000(N)    093 36 04.95600(W) AD(       ) 2
 CQ3235
 CQ3235.Superseded values are not recommended for survey control.
 CQ3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3235.See file dsdata.txt to determine how the superseded data were derived.
 CQ3235
 CQ3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4373939964(NAD 83)
 CQ3235_MARKER: DS = TRIANGULATION STATION DISK
 CQ3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3235
 CQ3235  HISTORY     - Date     Condition        Report By
 CQ3235  HISTORY     - 1950     MONUMENTED       CGS
 CQ3235  HISTORY     - 1958     GOOD             LOCENG
 CQ3235  HISTORY     - 1971     GOOD             LOCENG
 CQ3235  HISTORY     - 20021013 GOOD             USPSQD
 CQ3235
 CQ3235                          STATION DESCRIPTION
 CQ3235
 CQ3235'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3235'THE STATION IS LOCATED ABOUT 5-3/4 MILES EAST AND 3/4 MILE
 CQ3235'SOUTH OF PLAIN DEALING AND ABOUT 1/2 MILE WEST OF CANEY CREEK,
 CQ3235'ON THE EAST SIDE OF A NORTH-SOUTH GRADED ROAD AND JUST EAST
 CQ3235'OF THE PLAIN DEALING FIRE TOWER.  IT IS 47 FEET EAST OF
 CQ3235'THE CENTER OF THE GRADED ROAD, 17 FEET SOUTH OF A TRIANGULAR
 CQ3235'BLAZED 12 INCH OAK TREE AND 3 FEET SOUTH OF WITNESS POST.
 CQ3235'IT IS STAMPED CANEY 1950 AND PROJECTS 2 INCHES.
 CQ3235'
 CQ3235'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET ON THE
 CQ3235'SOUTHEAST SLOPE OF THE HILL, ABOUT 5 FEET LOWER IN ELEVATION
 CQ3235'THAN STATION MARK.  IT IS STAMPED CANEY NO 1 1950 AND PROJECTS
 CQ3235'3 INCHES.
 CQ3235'
 CQ3235'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, 28
 CQ3235'FEET EAST OF THE CENTER OF THE GRADED ROAD, 5 FEET NORTHEAST
 CQ3235'OF TELEPHONE POLE AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 CQ3235'STATION MARK.  IT IS STAMPED CANEY NO 2 1950 AND PROJECTS
 CQ3235'3 INCHES.
 CQ3235'
 CQ3235'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 86.49 FEET.
 CQ3235'
 CQ3235'THE AZIMUTH MARK IS ABOUT 0.65 MILE NORTH OF THE STATION,
 CQ3235'40 FEET NORTH OF THE CENTER OF STATE ROUTE NO 70, 15 FEET
 CQ3235'EAST OF A TELEPHONE POLE AND 3 FEET SOUTH OF WITNESS POST.
 CQ3235'IT IS STAMPED CANEY 1950 AND PROJECTS 4 INCHES.  TO REACH
 CQ3235'FROM THE STATION, GO NORTH ON GRADED ROAD FOR 0.65 MILE TO
 CQ3235'JUNCTION WITH STATE ROUTE NO 70 AND MARK JUST NORTH AS
 CQ3235'DESCRIBED.
 CQ3235'
 CQ3235'TO REACH THE STATION FROM PLAIN DEALING, FROM RAILROAD CROSSING
 CQ3235'JUST SOUTH OF RAILROAD STATION, GO EAST ON STATE ROUTE NO
 CQ3235'70 FOR 5.9 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH
 CQ3235'FOR 0.7 MILE TO PLAIN DEALING LOOKOUT TOWER ON RIGHT AND
 CQ3235'STATION ON LEFT AS DESCRIBED.
 CQ3235'
 CQ3235'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CQ3235
 CQ3235                          STATION RECOVERY (1958)
 CQ3235
 CQ3235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 CQ3235'RECOVERED BY SEISMIC EXPLOR.
 CQ3235'
 CQ3235'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CQ3235
 CQ3235                          STATION RECOVERY (1971)
 CQ3235
 CQ3235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AB)
 CQ3235'CANEY STATION MARK RECOVERED GOOD.
 CQ3235'
 CQ3235'CANEY AZIMUTH RECOVERED GOOD.
 CQ3235
 CQ3235                          STATION RECOVERY (2002)
 CQ3235
 CQ3235'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3235'STATION RECOVERED IN GOOD CONDITION. RM 1, RM 2 AND AZIMUTH MARK NOT
 CQ3235'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2595 ***********************************************************************
 BX2595  DESIGNATION -  CANNON
 BX2595  PID         -  BX2595
 BX2595  STATE/COUNTY-  LA/AVOYELLES
 BX2595  USGS QUAD   -  EFFIE (1983)
 BX2595
 BX2595                         *CURRENT SURVEY CONTROL
 BX2595  ___________________________________________________________________
 BX2595* NAD 83(1992)-  31 10 56.87516(N)    092 11 30.24717(W)     ADJUSTED  
 BX2595* NAVD 88     -        24.2    (meters)      79.     (feet)  VERTCON   
 BX2595  ___________________________________________________________________
 BX2595  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BX2595  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BX2595
 BX2595  HORZ ORDER  -  SECOND
 BX2595
 BX2595.The horizontal coordinates were established by classical geodetic methods
 BX2595.and adjusted by the National Geodetic Survey in January 1993..
 BX2595
 BX2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2595
 BX2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2595
 BX2595.The geoid height was determined by GEOID03.
 BX2595
 BX2595;                    North         East     Units Scale Factor Converg.
 BX2595;SPC LA N     -    75,711.729 1,029,384.240   MT  0.99999646   +0 09 46.7
 BX2595;SPC LA N     -   248,397.56  3,377,238.13   sFT  0.99999646   +0 09 46.7
 BX2595;UTM  15      - 3,450,105.236   577,015.725   MT  0.99967316   +0 25 06.6
 BX2595
 BX2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2595!SPC LA N     -   1.00000042  x   0.99999646  =   0.99999688
 BX2595!UTM  15      -   1.00000042  x   0.99967316  =   0.99967358
 BX2595
 BX2595|---------------------------------------------------------------------|
 BX2595| PID    Reference Object                     Distance      Geod. Az  |
 BX2595|                                                           dddmmss.s |
 BX2595| CY3969 CANNON RM 1                          20.126 METERS 01254     |
 BX2595| CY3968 CANNON AZ MK                                       0164858.2 |
 BX2595| CY3970 CANNON RM 2                          18.345 METERS 18902     |
 BX2595| BX2597 RUBY UNITED GAS MICRO KGU 47        APPROX. 2.5 KM 2002954.5 |
 BX2595| BX2596 CANNON A POINT 1969                  11.536 METERS 20421     |
 BX2595|---------------------------------------------------------------------|
 BX2595
 BX2595                          SUPERSEDED SURVEY CONTROL
 BX2595
 BX2595  NAD 83(1986)-  31 10 56.89468(N)    092 11 30.24206(W) AD(       ) 2
 BX2595  NAD 27      -  31 10 56.22416(N)    092 11 29.77937(W) AD(       ) 2
 BX2595  NGVD 29 (07/19/86)   24.2    (m)           79.     (f) VERT ANG       
 BX2595
 BX2595.Superseded values are not recommended for survey control.
 BX2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2595.See file dsdata.txt to determine how the superseded data were derived.
 BX2595
 BX2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7701650105(NAD 83)
 BX2595_MARKER: DD = SURVEY DISK
 BX2595_SETTING: 0 = UNSPECIFIED SETTING
 BX2595
 BX2595  HISTORY     - Date     Condition        Report By
 BX2595  HISTORY     - 1969     MONUMENTED       LADTD
 BX2595
 BX2595                          STATION DESCRIPTION
 BX2595
 BX2595'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2595'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2595'U.S. COAST AND GEODETIC SURVEY DISK STAMPED CANNON 1969, IS SET
 BX2595'IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 BX2595'GROUND.  THE MARK IS 1.5 FEET EAST OF A METAL WITNESS POST
 BX2595'AND SIGN, 53 FEET WEST OF THE CENTER OF STATE HIGHWAY 454, 2
 BX2595'FEET EAST OF A NORTH-SOUTH FENCE, 37 FEET SOUTHWEST OF THE
 BX2595'SOUTH END OF A SIDE DRAIN THAT IS IN THE FRONT OF THE CANNON
 BX2595'RESIDENCE, 39 FEET SOUTH OF A DRIVE TO A HOUSE AND 2.4 FEET
 BX2595'SOUTHEAST OF A 16 INCH OAK TREE.
 BX2595'
 BX2595'TO REACH THE STATION FROM THE COURTHOUSE IN MARKSVILLE, DRIVE
 BX2595'NORTH ALONG STATE HIGHWAY 115 FOR 8.80 MILES TO ITS INTERSECTION
 BX2595'WITH STATE HIGHWAY 454, THENCE WEST ALONG STATE HIGHWAY 454 FOR
 BX2595'3.40 MILES TO THE STATION WHICH IS ON THE RIGHT SIDE OF THE
 BX2595'HIGHWAY NEAR THE CANNON RESIDENCE.
 BX2595'
 BX2595'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2595'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CANNON RM 1 1969,
 BX2595'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2595'ABOVE THE GROUND.  THE MARK IS 60.4 FEET SOUTH OF A METAL
 BX2595'WITNESS POST AND SIGN, 50.3 FEET WEST OF THE CENTER OF STATE
 BX2595'HIGHWAY 454, 92.8 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A
 BX2595'SIDE DRAIN, 1.6 FEET EAST OF A NORTH-SOUTH FENCE AND 99 FEET
 BX2595'SOUTH OF THE CENTER OF A DRIVE LEADING TO A HOUSE.
 BX2595'
 BX2595'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2595'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CANNON RM 2 1969,
 BX2595'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2595'GROUND.  THE MARK IS 66 FEET NORTH OF A METAL WITNESS POST
 BX2595'AND SIGN, 1.8 FEET EAST OF A FENCE, 52.3 FEET WEST OF THE
 BX2595'CENTER OF STATE HIGHWAY 454, 27 FEET NORTH OF THE CENTER OF A
 BX2595'DRIVE LEADING TO A HOUSE, 28.4 FEET NORTHWEST OF THE NORTH END
 BX2595'OF A SIDE DRAIN AND 30 FEET SOUTH OF A POWER POLE.
 BX2595'
 BX2595'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2595'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CANNON AZ MK
 BX2595'1969, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4
 BX2595'INCHES ABOVE THE GROUND.  THE MARK IS 1.3 FEET SOUTHEAST OF A
 BX2595'METAL WITNESS POST AND SIGN, 2 FEET SOUTHEAST OF A FENCE
 BX2595'CORNER, 48.5 FEET NORTH-NORTHWEST OF THE CENTER OF STATE
 BX2595'HIGHWAY 454, 18.5 FEET NORTHWEST OF THE NORTH END OF A SIDE
 BX2595'DRAIN AND 20.8 FEET SOUTHEAST OF A 16 INCH HICKORY TREE.
 BX2595'
 BX2595'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH
 BX2595'ALONG STATE HIGHWAY 454 FOR 0.70 MILE TO THE MARK WHICH IS ON
 BX2595'THE LEFT SIDE OF THE HIGHWAY NEAR A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3253 ***********************************************************************
 AU3253  DESIGNATION -  CAPASAW
 AU3253  PID         -  AU3253
 AU3253  STATE/COUNTY-  LA/TERREBONNE
 AU3253  USGS QUAD   -  BAYOU COCODRIE (1980)
 AU3253
 AU3253                         *CURRENT SURVEY CONTROL
 AU3253  ___________________________________________________________________
 AU3253* NAD 83(1992)-  29 33 11.51306(N)    090 57 33.73923(W)     ADJUSTED  
 AU3253* NAVD 88     -         0.9  **(meters)       3.   **(feet)  VERTCON   
 AU3253  **This station is located in a subsidence area (see below).
 AU3253  ___________________________________________________________________
 AU3253  X           -     -92,973.379 (meters)                     COMP
 AU3253  Y           -  -5,552,053.142 (meters)                     COMP
 AU3253  Z           -   3,127,373.538 (meters)                     COMP
 AU3253  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU3253  ELLIP HEIGHT-         -24.50  (meters)          (07/18/02) GPS OBS
 AU3253  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AU3253
 AU3253  HORZ ORDER  -  FIRST
 AU3253  ELLP ORDER  -  FOURTH    CLASS II
 AU3253
 AU3253.The horizontal coordinates were established by GPS observations
 AU3253.and adjusted by the National Geodetic Survey in January 1993..
 AU3253
 AU3253 ** The orthometric height has not been validated since last determined
 AU3253 ** by differential leveling and should not be used for control purposes.
 AU3253 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3253 ** area with valid NAVD 88 orthometric heights.
 AU3253 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3253 ** epoch indicated which incorporates improved geoid heights for the
 AU3253 ** Southern Louisiana Subsidence area.
 AU3253 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3253
 AU3253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3253
 AU3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3253
 AU3253.The ellipsoidal height was determined by GPS observations
 AU3253.and is referenced to NAD 83.
 AU3253
 AU3253.The geoid height was determined by GEOID03.
 AU3253
 AU3253;                    North         East     Units Scale Factor Converg.
 AU3253;SPC LA S     -   116,801.317 1,036,241.016   MT  0.99995606   +0 11 13.1
 AU3253;SPC LA S     -   383,205.65  3,399,734.07   sFT  0.99995606   +0 11 13.1
 AU3253;UTM  15      - 3,271,014.795   697,711.127   MT  1.00008234   +1 00 24.6
 AU3253
 AU3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3253!SPC LA S     -   1.00000385  x   0.99995606  =   0.99995991
 AU3253!UTM  15      -   1.00000385  x   1.00008234  =   1.00008619
 AU3253
 AU3253                          SUPERSEDED SURVEY CONTROL
 AU3253
 AU3253  ELLIP H (01/21/93)  -24.52   (m)                       GP(       ) 4 2
 AU3253  NAD 83(1986)-  29 33 11.53347(N)    090 57 33.73892(W) AD(       ) 1
 AU3253  NGVD 29 (04/21/89)    1.1    (m)            4.     (f) GPS OBS        
 AU3253
 AU3253.Superseded values are not recommended for survey control.
 AU3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3253.See file dsdata.txt to determine how the superseded data were derived.
 AU3253
 AU3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9771171015(NAD 83)
 AU3253_MARKER: I = METAL ROD
 AU3253_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3253_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3253_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3253+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3253
 AU3253  HISTORY     - Date     Condition        Report By
 AU3253  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3253
 AU3253                          STATION DESCRIPTION
 AU3253
 AU3253'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3253'THE STATION IS LOCATED 16 MILES WEST SOUTHWEST OF HOUMA, 9 MILES
 AU3253'SOUTH OF GIBSON IN A MARSH.  AN AIRBOAT MUST BE USED TO BEACH STATION.
 AU3253'
 AU3253'THE STATION IS A STEEL ROD DRIVEN TO REFUSAL INTO THE GROUND AND IS
 AU3253'ENCASED IN A 4 INCH PVC PIPE.  THE STATION IS 324.1 FEET NORTH OF THE
 AU3253'NORTHERLY BANK OF BLUE BIRD CANAL, 489.2 FEET WEST OF THE WEST BANK OF
 AU3253'CAPASAW BAYOU AND 2.1 FEET NORTHWEST OF A REFERENCE ROD.
 AU3253'
 AU3253'TO REACH THE STATION FROM THE BAYOU BLACK MARINA, WHICH IS 3 MILES
 AU3253'SOUTHEAST OF GIBSON ON US HIGHWAY 90.  GO SOUTH ON SHELL CANAL FOR 2.5
 AU3253'MILES TO CAPASAW BAYOU.  GO WESTERLY ON CAPASAW BAYOU FOR 6 MILES TO
 AU3253'BLUE BIRD CANAL.  GO WEST ON BLUE BIRD CANAL FOR 489 FEET TO THE
 AU3253'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2703 ***********************************************************************
 BX2703  DESIGNATION -  CAPPEL
 BX2703  PID         -  BX2703
 BX2703  STATE/COUNTY-  LA/RAPIDES
 BX2703  USGS QUAD   -  RAPIDES (1992)
 BX2703
 BX2703                         *CURRENT SURVEY CONTROL
 BX2703  ___________________________________________________________________
 BX2703* NAD 83(1992)-  31 20 33.65023(N)    092 31 25.96030(W)     ADJUSTED  
 BX2703* NAVD 88     -        25.4    (meters)      83.     (feet)  VERTCON   
 BX2703  ___________________________________________________________________
 BX2703  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BX2703  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX2703
 BX2703  HORZ ORDER  -  SECOND
 BX2703
 BX2703.The horizontal coordinates were established by classical geodetic methods
 BX2703.and adjusted by the National Geodetic Survey in January 1993..
 BX2703
 BX2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2703
 BX2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2703
 BX2703.The geoid height was determined by GEOID03.
 BX2703
 BX2703;                    North         East     Units Scale Factor Converg.
 BX2703;SPC LA N     -    93,433.540   997,727.838   MT  0.99996475   -0 00 45.4
 BX2703;SPC LA N     -   306,539.87  3,273,378.75   sFT  0.99996475   -0 00 45.4
 BX2703;UTM  15      - 3,467,678.448   545,290.393   MT  0.99962530   +0 14 51.6
 BX2703
 BX2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2703!SPC LA N     -   1.00000016  x   0.99996475  =   0.99996491
 BX2703!UTM  15      -   1.00000016  x   0.99962530  =   0.99962546
 BX2703
 BX2703|---------------------------------------------------------------------|
 BX2703| PID    Reference Object                     Distance      Geod. Az  |
 BX2703|                                                           dddmmss.s |
 BX2703| BX2704 CAPPEL LDH 1969 RM 1                  7.860 METERS 18231     |
 BX2703| BX2701 ALEXANDRIA ENGLAND AFB NW TANK      APPROX. 2.2 KM 2112940.8 |
 BX2703| CY3971 CAPPEL RM 2                          14.257 METERS 28028     |
 BX2703| BX1114 CAPPEL AZ MK                        267.182 METERS 35431     |
 BX2703|---------------------------------------------------------------------|
 BX2703
 BX2703                          SUPERSEDED SURVEY CONTROL
 BX2703
 BX2703  NAD 83(1986)-  31 20 33.66962(N)    092 31 25.95675(W) AD(       ) 2
 BX2703  NAD 27      -  31 20 33.01337(N)    092 31 25.45208(W) AD(       ) 2
 BX2703  NGVD 29 (07/19/86)   25.4    (m)           83.     (f) VERT ANG       
 BX2703
 BX2703.Superseded values are not recommended for survey control.
 BX2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2703.See file dsdata.txt to determine how the superseded data were derived.
 BX2703
 BX2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4529067678(NAD 83)
 BX2703_MARKER: DD = SURVEY DISK
 BX2703_SETTING: 0 = UNSPECIFIED SETTING
 BX2703
 BX2703  HISTORY     - Date     Condition        Report By
 BX2703  HISTORY     - 1969     MONUMENTED       LADTD
 BX2703  HISTORY     - 1977     MARK NOT FOUND   USAF
 BX2703  HISTORY     - 1981     GOOD             NGS
 BX2703  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2703
 BX2703                          STATION DESCRIPTION
 BX2703
 BX2703'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2703'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2703'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CAPPEL 1969, IS
 BX2703'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2703'ABOVE THE GROUND.  THE MARK IS 30.4 FEET NORTH OF AN EAST-WEST
 BX2703'FENCE, 1.8 FEET EAST OF A METAL WITNESS POST AND SIGN, 51 FEET
 BX2703'NORTHEAST OF A 4 INCH TWIN PECAN TREE, 49.9 FEET EAST OF A
 BX2703'FENCE ALONG CAPPEL ROAD AND 76 FEET EAST OF THE CENTERLINE OF
 BX2703'CAPPEL ROAD.
 BX2703'
 BX2703'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BX2703'71 AND STATE HIGHWAY 1 IN ALEXANDRIA, DRIVE NORTHWEST ALONG
 BX2703'STATE HIGHWAY 1 FOR 3.72 MILES TO CAPPEL ROAD, THEN TURN LEFT
 BX2703'ON CAPPEL ROAD AND DRIVE 0.2 MILE TO THE STATION WHICH IS ON
 BX2703'THE LEFT SIDE OF THE ROAD ACROSS A FENCE.
 BX2703'
 BX2703'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2703'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CAPPEL RM 1
 BX2703'1969, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3
 BX2703'INCHES ABOVE THE GROUND.  THE MARK IS 5 FEET NORTH OF AN
 BX2703'EAST-WEST FENCE, 45 FEET EAST OF A 4 INCH TWIN PECAN TREE,
 BX2703'52.8 FEET EAST OF A FENCE ALONG CAPPEL ROAD AND 78.2 FEET EAST
 BX2703'OF THE CENTERLINE OF CAPPEL ROAD.
 BX2703'
 BX2703'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2703'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CAPPEL RM 2
 BX2703'1969, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4
 BX2703'INCHES ABOVE THE GROUND.  THE MARK IS 30.3 FEET NORTH OF A 4
 BX2703'INCH TWIN PECAN TREE, 33 FEET NORTH OF A FENCE CORNER, 2.25
 BX2703'FEET EAST OF A METAL WITNESS POST AND SIGN, 3.2 FEET EAST OF
 BX2703'A FENCE ALONG CAPPEL ROAD AND 28.7 FEET EAST OF THE CENTERLINE
 BX2703'OF CAPPEL ROAD.
 BX2703'
 BX2703'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2703'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CAPPEL AZ MK
 BX2703'1969, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4
 BX2703'INCHES ABOVE THE GROUND.  THE MARK IS 1.3 FEET NORTH OF A
 BX2703'METAL WITNESS POST AND SIGN, 14.3 FEET NORTHEAST OF TELEGRAPH
 BX2703'POLE NO. 30, 45.8 FEET SOUTHWEST OF THE SOUTH RAIL OF THE
 BX2703'TEXAS AND PACIFIC RAILROAD AND 52.25 FEET NORTH OF THE
 BX2703'CENTERLINE OF STATE HIGHWAY 1.
 BX2703'
 BX2703'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON
 BX2703'CAPPEL ROAD FOR 0.2 MILE TO ITS INTERSECTION WITH STATE
 BX2703'HIGHWAY 1.  THE MARK IS SET ON THE BACK SLOPE OF THE NORTH
 BX2703'SIDE OF STATE HIGHWAY 1, NORTHWEST OF THE INTERSECTION AND
 BX2703'ABOUT 150 FEET WEST OF CAPPEL ROAD.
 BX2703'
 BX2703'AZIMUTH - WATER TANK NEAR THE CONTROL TOWER AT ENGLAND AIR
 BX2703'FORCE BASE.
 BX2703
 BX2703                          STATION RECOVERY (1977)
 BX2703
 BX2703'RECOVERY NOTE BY US AIR FORCE 1977 (JF)
 BX2703'STATION NOT RECOVERED.
 BX2703'
 BX2703'A THOROUGH SEARCH WAS MADE.  AREA COVERED WITH TALL WEEDS AND
 BX2703'UNDERBRUSH.
 BX2703'
 BX2703'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 WEST OF ALEXANDRIA.
 BX2703
 BX2703                          STATION RECOVERY (1981)
 BX2703
 BX2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BX2703'THIS STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN 1969 WITH THE
 BX2703'EXCEPTION THE AZIMUTH MARK IS OBSTRUCTED THIS DATE BY A POWER POLE ON
 BX2703'LINE.
 BX2703
 BX2703                          STATION RECOVERY (1999)
 BX2703
 BX2703'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1114 ***********************************************************************
 BX1114  DESIGNATION -  CAPPEL AZ MK
 BX1114  PID         -  BX1114
 BX1114  STATE/COUNTY-  LA/RAPIDES
 BX1114  USGS QUAD   -  RAPIDES (1992)
 BX1114
 BX1114                         *CURRENT SURVEY CONTROL
 BX1114  ___________________________________________________________________
 BX1114* NAD 83(1992)-  31 20 42.28563(N)    092 31 26.92619(W)     ADJUSTED  
 BX1114* NAVD 88     -        24.660  (meters)      80.91   (feet)  ADJUSTED  
 BX1114  ___________________________________________________________________
 BX1114  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BX1114  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX1114  DYNAMIC HT  -          24.630 (meters)      80.81  (feet)  COMP
 BX1114  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 BX1114
 BX1114  HORZ ORDER  -  SECOND
 BX1114  VERT ORDER  -  FIRST     CLASS I
 BX1114
 BX1114.The horizontal coordinates were established by classical geodetic methods
 BX1114.and adjusted by the National Geodetic Survey in January 1993..
 BX1114
 BX1114.The orthometric height was determined by differential leveling
 BX1114.and adjusted by the National Geodetic Survey in February 1994..
 BX1114
 BX1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1114
 BX1114.The geoid height was determined by GEOID03.
 BX1114
 BX1114.The dynamic height is computed by dividing the NAVD 88
 BX1114.geopotential number by the normal gravity value computed on the
 BX1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1114.degrees latitude (g = 980.6199 gals.).
 BX1114
 BX1114.The modeled gravity was interpolated from observed gravity values.
 BX1114
 BX1114;                    North         East     Units Scale Factor Converg.
 BX1114;SPC LA N     -    93,699.495   997,702.366   MT  0.99996433   -0 00 46.0
 BX1114;SPC LA N     -   307,412.43  3,273,295.18   sFT  0.99996433   -0 00 46.0
 BX1114;UTM  15      - 3,467,944.195   545,263.722   MT  0.99962527   +0 14 51.1
 BX1114
 BX1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1114!SPC LA N     -   1.00000027  x   0.99996433  =   0.99996460
 BX1114!UTM  15      -   1.00000027  x   0.99962527  =   0.99962554
 BX1114
 BX1114|---------------------------------------------------------------------|
 BX1114| PID    Reference Object                     Distance      Geod. Az  |
 BX1114|                                                           dddmmss.s |
 BX1114| AA7626 FLINT=I 13 RESET                     51.422 METERS 10433     |
 BX1114| CY3571 FLINT RM 4                                         11304     |
 BX1114| BX2272 FLINT RM 3                           40.958 METERS 11601     |
 BX1114| BX2703 CAPPEL                              267.182 METERS 17431     |
 BX1114|---------------------------------------------------------------------|
 BX1114
 BX1114                          SUPERSEDED SURVEY CONTROL
 BX1114
 BX1114  NAD 83(1986)-  31 20 42.30494(N)    092 31 26.92262(W) AD(       ) 2
 BX1114  NAD 27      -  31 20 41.65409(N)    092 31 26.41850(W) AD(       ) 2
 BX1114  NAVD 88 (06/15/91)   24.660  (m)           80.91   (f) UNKNOWN     1 1
 BX1114  NGVD 29 (??/??/??)   24.653  (m)           80.88   (f) ADJUSTED    1 1
 BX1114
 BX1114.Superseded values are not recommended for survey control.
 BX1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1114.See file dsdata.txt to determine how the superseded data were derived.
 BX1114
 BX1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4526467944(NAD 83)
 BX1114_MARKER: DZ = AZIMUTH MARK DISK
 BX1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1114_STAMPING: CAPPEL AZ. 1969
 BX1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1114+STABILITY: SURFACE MOTION
 BX1114
 BX1114  HISTORY     - Date     Condition        Report By
 BX1114  HISTORY     - 1969     MONUMENTED       LADTD
 BX1114  HISTORY     - 1970     GOOD             NGS
 BX1114  HISTORY     - 1977     GOOD             NGS
 BX1114  HISTORY     - 1981     GOOD             NGS
 BX1114  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1114
 BX1114                          STATION DESCRIPTION
 BX1114
 BX1114'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX1114'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX1114'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CAPPEL AZ MK
 BX1114'1969, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4
 BX1114'INCHES ABOVE THE GROUND.  THE MARK IS 1.3 FEET NORTH OF A
 BX1114'METAL WITNESS POST AND SIGN, 14.3 FEET NORTHEAST OF TELEGRAPH
 BX1114'POLE NO. 30, 45.8 FEET SOUTHWEST OF THE SOUTH RAIL OF THE TEXAS
 BX1114'AND PACIFIC RAILROAD AND 52.25 FEET NORTH OF THE CENTERLINE OF
 BX1114'STATE HIGHWAY 1.
 BX1114'
 BX1114'TO REACH THE AZIMUTH MARK, DRIVE NORTH ON CAPPEL ROAD TO ITS
 BX1114'INTERSECTION WITH STATE HIGHWAY 1.  THE MARK IS SET ON THE
 BX1114'BACK SLOPE OF THE NORTH SIDE OF STATE HIGHWAY 1, NORTHWEST
 BX1114'OF THE INTERSECTION AND ABOUT 150 FEET WEST OF CAPPEL ROAD.
 BX1114
 BX1114                          STATION RECOVERY (1970)
 BX1114
 BX1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX1114'5.8 MI NW FROM ALEXANDRIA.
 BX1114'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1114'ALEXANDRIA, THENCE 5.35 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1114'RAILWAY, 46 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 52 1/2 FEET
 BX1114'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1, 136 FEET WEST OF
 BX1114'FLINT RM 2, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 8 FEET
 BX1114'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BX1114'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1114
 BX1114                          STATION RECOVERY (1977)
 BX1114
 BX1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1114'RECOVERED IN GOOD CONDITION.
 BX1114
 BX1114                          STATION RECOVERY (1981)
 BX1114
 BX1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BX1114'THIS MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION
 BX1114'THAT THE LINE OF SITE TO TRIANGULATION STATION CAPPEL LDH IS
 BX1114'OBSTRUCTED BY A POWER POLE.  THIS MARK IS 168.8 FEET WSW OF
 BX1114'TRIANGULATION STATION FLINT.
 BX1114
 BX1114                          STATION RECOVERY (1999)
 BX1114
 BX1114'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5287 ***********************************************************************
 BJ5287  DESIGNATION -  CAPPS
 BJ5287  PID         -  BJ5287
 BJ5287  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5287  USGS QUAD   -  NEW ROADS (1994)
 BJ5287
 BJ5287                         *CURRENT SURVEY CONTROL
 BJ5287  ___________________________________________________________________
 BJ5287* NAD 83(1992)-  30 42 46.12675(N)    091 28 46.54980(W)     ADJUSTED  
 BJ5287* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 BJ5287  ___________________________________________________________________
 BJ5287  X           -    -141,713.397 (meters)                     COMP
 BJ5287  Y           -  -5,486,476.152 (meters)                     COMP
 BJ5287  Z           -   3,238,551.651 (meters)                     COMP
 BJ5287  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ5287  ELLIP HEIGHT-         -17.72  (meters)          (01/02/04) GPS OBS
 BJ5287  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5287
 BJ5287  HORZ ORDER  -  THIRD
 BJ5287  ELLP ORDER  -  FOURTH    CLASS II
 BJ5287
 BJ5287.This mark is at False River Air Park  (LA30)
 BJ5287
 BJ5287.The horizontal coordinates were established by GPS observations
 BJ5287.and adjusted by the National Geodetic Survey in January 1993..
 BJ5287
 BJ5287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5287
 BJ5287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5287
 BJ5287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5287
 BJ5287.The ellipsoidal height was determined by GPS observations
 BJ5287.and is referenced to NAD 83.
 BJ5287
 BJ5287.The geoid height was determined by GEOID03.
 BJ5287
 BJ5287;                    North         East     Units Scale Factor Converg.
 BJ5287;SPC LA S     -   245,292.874   985,989.458   MT  1.00000275   -0 04 23.3
 BJ5287;SPC LA S     -   804,765.04  3,234,867.08   sFT  1.00000275   -0 04 23.3
 BJ5287;UTM  15      - 3,398,761.822   645,588.267   MT  0.99986147   +0 46 36.0
 BJ5287
 BJ5287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5287!SPC LA S     -   1.00000278  x   1.00000275  =   1.00000553
 BJ5287!UTM  15      -   1.00000278  x   0.99986147  =   0.99986425
 BJ5287
 BJ5287:                Primary Azimuth Mark                     Grid Az
 BJ5287:SPC LA S     -  CAPPS AZ MK                              004 36 49.1
 BJ5287:UTM  15      -  CAPPS AZ MK                              003 45 49.8
 BJ5287
 BJ5287|---------------------------------------------------------------------|
 BJ5287| PID    Reference Object                     Distance      Geod. Az  |
 BJ5287|                                                           dddmmss.s |
 BJ5287| BJ5288 CAPPS AZ MK                         APPROX. 0.7 KM 0043225.8 |
 BJ5287|---------------------------------------------------------------------|
 BJ5287
 BJ5287                          SUPERSEDED SURVEY CONTROL
 BJ5287
 BJ5287  ELLIP H (01/21/93)  -17.61   (m)                       GP(       ) 4 2
 BJ5287  NAD 83(1986)-  30 42 46.14527(N)    091 28 46.54633(W) AD(       ) 3
 BJ5287  NAD 27      -  30 42 45.47658(N)    091 28 46.13010(W) AD(       ) 3
 BJ5287  NGVD 29 (11/20/87)    9.7    (m)           32.     (f) GPS OBS        
 BJ5287
 BJ5287.Superseded values are not recommended for survey control.
 BJ5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5287.See file dsdata.txt to determine how the superseded data were derived.
 BJ5287
 BJ5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4558898762(NAD 83)
 BJ5287_MARKER: DS = TRIANGULATION STATION DISK
 BJ5287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5287_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5287+STABILITY: SURFACE MOTION
 BJ5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5287+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1987
 BJ5287
 BJ5287  HISTORY     - Date     Condition        Report By
 BJ5287  HISTORY     - 1986     MONUMENTED       LADTD
 BJ5287  HISTORY     - 19870310 GOOD
 BJ5287
 BJ5287                          STATION DESCRIPTION
 BJ5287
 BJ5287'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BJ5287'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF NEW ROADS,
 BJ5287'AND ON A PROJECTED LINE EAST FROM AN APPROACH RAMP, FROM THE
 BJ5287'HANGARS TO THE TAXIWAY AND AT THE FALSE RIVER AIR PARK.
 BJ5287'OWNERSHIP--NEW ROADS AND POINTE COUPEE PARISH, FOR ENTRANCE INTO
 BJ5287'THE AIRFIELD CONTACT MR. BRUCE CAPPS, NEW ROADS, LA. 70760, PHONE
 BJ5287'504-638-8682.
 BJ5287'
 BJ5287'TO REACH THE STATION FROM THE AIRPORT OFFICE, BRICK BUILDING, GO
 BJ5287'NORTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE STATION MARK ON
 BJ5287'THE RIGHT, NEAR THE AIRPORT VASI.
 BJ5287'
 BJ5287'THE STATION IS A STANDARD NGS DISK
 BJ5287'STAMPED---CAPPS 1986---,
 BJ5287'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5287'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BJ5287'32 METERS (105 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 BJ5287'19.2 METERS (63 FT) NORTHWEST FROM A VASI LIGHT,
 BJ5287'11.6 METERS (38 FT) NORTH-NORTHEAST FROM A METAL POWER SUPPLY BOX,
 BJ5287'11.4 METERS (37.5 FT) EAST FROM THE EAST EDGE OF A TAXIWAY AND
 BJ5287'0.6 METER (2 FT) WEST FROM A WITNESS POST.
 BJ5287'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ5287'STAMPED---CAPPS 1986---,
 BJ5287'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BJ5287'
 BJ5287'DESCRIBED BY RICHARD COPP, TYPED BY DEW.
 BJ5287
 BJ5287                          STATION RECOVERY (1987)
 BJ5287
 BJ5287'RECOVERED 1987
 BJ5287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5288 ***********************************************************************
 BJ5288  DESIGNATION -  CAPPS AZ MK
 BJ5288  PID         -  BJ5288
 BJ5288  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5288  USGS QUAD   -  NEW ROADS (1994)
 BJ5288
 BJ5288                         *CURRENT SURVEY CONTROL
 BJ5288  ___________________________________________________________________
 BJ5288* NAD 83(1992)-  30 43 10.23978(N)    091 28 44.33340(W)     ADJUSTED  
 BJ5288* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 BJ5288  ___________________________________________________________________
 BJ5288  X           -    -141,644.675 (meters)                     COMP
 BJ5288  Y           -  -5,486,099.372 (meters)                     COMP
 BJ5288  Z           -   3,239,190.566 (meters)                     COMP
 BJ5288  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ5288  ELLIP HEIGHT-         -16.71  (meters)          (01/02/04) GPS OBS
 BJ5288  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5288
 BJ5288  HORZ ORDER  -  THIRD
 BJ5288  ELLP ORDER  -  FOURTH    CLASS II
 BJ5288
 BJ5288.This mark is at False River Air Park  (LA30)
 BJ5288
 BJ5288.The horizontal coordinates were established by GPS observations
 BJ5288.and adjusted by the National Geodetic Survey in January 1993..
 BJ5288
 BJ5288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5288
 BJ5288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5288
 BJ5288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5288
 BJ5288.The ellipsoidal height was determined by GPS observations
 BJ5288.and is referenced to NAD 83.
 BJ5288
 BJ5288.The geoid height was determined by GEOID03.
 BJ5288
 BJ5288;                    North         East     Units Scale Factor Converg.
 BJ5288;SPC LA S     -   246,035.379   986,049.377   MT  1.00000421   -0 04 22.2
 BJ5288;SPC LA S     -   807,201.07  3,235,063.66   sFT  1.00000421   -0 04 22.2
 BJ5288;UTM  15      - 3,399,505.029   645,637.158   MT  0.99986165   +0 46 37.7
 BJ5288
 BJ5288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5288!SPC LA S     -   1.00000262  x   1.00000421  =   1.00000683
 BJ5288!UTM  15      -   1.00000262  x   0.99986165  =   0.99986427
 BJ5288
 BJ5288:                Primary Azimuth Mark                     Grid Az
 BJ5288:SPC LA S     -  CAPPS                                    184 36 49.1
 BJ5288:UTM  15      -  CAPPS                                    183 45 49.2
 BJ5288
 BJ5288|---------------------------------------------------------------------|
 BJ5288| PID    Reference Object                     Distance      Geod. Az  |
 BJ5288|                                                           dddmmss.s |
 BJ5288| BJ5287 CAPPS                               APPROX. 0.7 KM 1843226.9 |
 BJ5288|---------------------------------------------------------------------|
 BJ5288
 BJ5288                          SUPERSEDED SURVEY CONTROL
 BJ5288
 BJ5288  ELLIP H (01/21/93)  -16.60   (m)                       GP(       ) 4 2
 BJ5288  NAD 83(1986)-  30 43 10.25828(N)    091 28 44.32993(W) AD(       ) 3
 BJ5288  NAD 27      -  30 43 09.59037(N)    091 28 43.91389(W) AD(       ) 3
 BJ5288  NGVD 29 (11/20/87)   10.7    (m)           35.     (f) GPS OBS        
 BJ5288
 BJ5288.Superseded values are not recommended for survey control.
 BJ5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5288.See file dsdata.txt to determine how the superseded data were derived.
 BJ5288
 BJ5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4563799505(NAD 83)
 BJ5288_MARKER: DZ = AZIMUTH MARK DISK
 BJ5288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5288_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5288+STABILITY: SURFACE MOTION
 BJ5288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5288+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1987
 BJ5288
 BJ5288  HISTORY     - Date     Condition        Report By
 BJ5288  HISTORY     - 1986     MONUMENTED       LADTD
 BJ5288  HISTORY     - 19870310 GOOD
 BJ5288
 BJ5288                          STATION DESCRIPTION
 BJ5288
 BJ5288'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BJ5288'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF NEW ROADS,
 BJ5288'AT THE FALSE RIVER AIR PARK AND NEAR THE NORTH END OF THE RUNWAY.
 BJ5288'OWNERSHIP--NEW ROADS AND POINTE COUPEE PARISH, FOR ENTRANCE INTO
 BJ5288'AIRFIELD CONTACT MR. BRUCE CAPPS, NEW ROADS, LA. 70760, PHONE
 BJ5288'504-638-8682.
 BJ5288'
 BJ5288'TO REACH THE STATION FROM THE AIRPORT OFFICE, BRICK BUILDING, GO
 BJ5288'NORTH ALONG THE TAXIWAY FOR 1.0 KM (0.6 MI) TO THE MARK ON THE
 BJ5288'RIGHT, NEAR AND APPROCH RAMP.
 BJ5288'
 BJ5288'THE STATION IS A STANDARD NGS DISK
 BJ5288'STAMPED---CAPPS 1986---,
 BJ5288'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5288'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BJ5288'29 METERS (95 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 BJ5288'20.7 METERS (68 FT) EAST FROM THE CENTER OF THE TAXIWAY,
 BJ5288'16.2 METERS (53 FT) SOUTH FROM THE CENTER OF THE APPROCH RAMP,
 BJ5288'7.9 METERS (26 FT) NORTHWEST FROM THE SOUTH END OF THE WEST ONE OF
 BJ5288'TWO CONCRETE CULVERT AND
 BJ5288'0.6 METERS (2 FT) WEST FROM A WITNESS POST.
 BJ5288'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ5288'STAMPED---CAPPS 1986---,
 BJ5288'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BJ5288'
 BJ5288'DESCRIBED BY RICHARD COPP, TYPED BY DEW.
 BJ5288
 BJ5288                          STATION RECOVERY (1987)
 BJ5288
 BJ5288'RECOVERED 1987
 BJ5288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1492 ***********************************************************************
 BW1492  DESIGNATION -  CAR RM 2
 BW1492  PID         -  BW1492
 BW1492  STATE/COUNTY-  LA/CONCORDIA
 BW1492  USGS QUAD   -  SPOKANE (1976)
 BW1492
 BW1492                         *CURRENT SURVEY CONTROL
 BW1492  ___________________________________________________________________
 BW1492* NAD 83(1986)-  31 40 50.     (N)    091 29 20.     (W)     SCALED    
 BW1492* NAVD 88     -        19.68   (+/-2cm)      64.6    (feet)  VERTCON   
 BW1492  ___________________________________________________________________
 BW1492  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1492
 BW1492  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1492
 BW1492.The horizontal coordinates were scaled from a topographic map and have
 BW1492.an estimated accuracy of +/- 6 seconds.
 BW1492
 BW1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1492.The vertical order pertains to the NGVD 29 superseded value.
 BW1492
 BW1492.The geoid height was determined by GEOID03.
 BW1492
 BW1492;                    North         East    Units  Estimated Accuracy
 BW1492;SPC LA N     -   131,340.    1,095,860.      MT  (+/- 180 meters Scaled)
 BW1492
 BW1492                          SUPERSEDED SURVEY CONTROL
 BW1492
 BW1492  NGVD 29 (??/??/92)   19.681  (m)           64.57   (f) ADJ UNCH    1 2
 BW1492
 BW1492.Superseded values are not recommended for survey control.
 BW1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1492.See file dsdata.txt to determine how the superseded data were derived.
 BW1492
 BW1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR432060(NAD 83)
 BW1492_MARKER: DB = BENCH MARK DISK
 BW1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1492_STAMPING: CAR NO 2 1929
 BW1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1492+STABILITY: SURFACE MOTION
 BW1492
 BW1492  HISTORY     - Date     Condition        Report By
 BW1492  HISTORY     - 1929     MONUMENTED       CGS
 BW1492  HISTORY     - 1966     GOOD             NGS
 BW1492
 BW1492                          STATION DESCRIPTION
 BW1492
 BW1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1492'5.45 MI NE FROM FERRIDAY.
 BW1492'ABOUT 5.45 MILES NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST
 BW1492'OFFICE AT FERRIDAY, IN T 10 E, R 9 N, AT THE JUNCTION OF THE HIGHWAY
 BW1492'AND A GRAVELED ROAD LEADING SOUTHEAST TO A LEVEE, ABOUT 0.1 MILE
 BW1492'NORTHWEST OF THE LEVEE, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BW1492'HIGHWAY, 17 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 60
 BW1492'FEET NORTHWEST OF THE WEST CORNER OF A HOUSE, 1.2 FEET WEST OF A METAL
 BW1492'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BW1492'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2716 ***********************************************************************
 BK2716  DESIGNATION -  CARENCRO MOTOROLA RAD MAST
 BK2716  PID         -  BK2716
 BK2716  STATE/COUNTY-  LA/LAFAYETTE
 BK2716  USGS QUAD   -  CARENCRO (1983)
 BK2716
 BK2716                         *CURRENT SURVEY CONTROL
 BK2716  ___________________________________________________________________
 BK2716* NAD 83(1992)-  30 19 36.44454(N)    092 03 11.35151(W)     ADJUSTED  
 BK2716* NAVD 88     -                                                        
 BK2716  **This station is located in a subsidence area (see below).
 BK2716  ___________________________________________________________________
 BK2716  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BK2716  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2716
 BK2716  HORZ ORDER  -  THIRD
 BK2716
 BK2716.The horizontal coordinates were established by classical geodetic methods
 BK2716.and adjusted by the National Geodetic Survey in January 1993..
 BK2716
 BK2716 ** The orthometric height has not been validated since last determined
 BK2716 ** by differential leveling and should not be used for control purposes.
 BK2716 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2716 ** area with valid NAVD 88 orthometric heights.
 BK2716 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2716 ** epoch indicated which incorporates improved geoid heights for the
 BK2716 ** Southern Louisiana Subsidence area.
 BK2716 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2716
 BK2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2716
 BK2716.The geoid height was determined by GEOID03.
 BK2716
 BK2716;                    North         East     Units Scale Factor Converg.
 BK2716;SPC LA S     -   202,707.716   930,780.422   MT  0.99994186   -0 21 35.7
 BK2716;SPC LA S     -   665,050.23  3,053,735.43   sFT  0.99994186   -0 21 35.7
 BK2716;UTM  15      - 3,355,377.031   591,022.541   MT  0.99970221   +0 28 41.3
 BK2716
 BK2716                          SUPERSEDED SURVEY CONTROL
 BK2716
 BK2716  NAD 83(1986)-  30 19 36.46432(N)    092 03 11.34585(W) AD(       ) 4
 BK2716  NAD 27      -  30 19 35.74668(N)    092 03 10.90945(W) AD(       ) 3
 BK2716
 BK2716.Superseded values are not recommended for survey control.
 BK2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2716.See file dsdata.txt to determine how the superseded data were derived.
 BK2716
 BK2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9102355377(NAD 83)
 BK2716_MARKER: 42 = RADIO/TV MAST
 BK2716
 BK2716  HISTORY     - Date     Condition        Report By
 BK2716  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2716  HISTORY     - 19950306 GOOD             USPSQD
 BK2716
 BK2716                          STATION DESCRIPTION
 BK2716
 BK2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2716'THE MOTOROLA COMMUNICATIONS COMPANY RADIO MAST IS OWNED AND OPERATED
 BK2716'BY THE MOTOROLA COMMUNICATIONS COMPANY OF LAFAYETTE BUT LEASES OUT
 BK2716'TO SEVERAL OIL COMPANIES IN AND AROUND LAFAYETTE.  IT IS LOCATED
 BK2716'ABOUT 1 MILE NORTH OF CARENCRO IN A FENCED AREA.
 BK2716'
 BK2716'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSS SECTION, PAINTED
 BK2716'ALTERNATELY RED AND WHITE WITH A FLASHING RED LIGHT AT THE TOP.  IT
 BK2716'IS 325 FEET HIGH.  POINT INTERSECTED WAS THE RED LIGHT.
 BK2716
 BK2716                          STATION RECOVERY (1995)
 BK2716
 BK2716'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2712 ***********************************************************************
 BK2712  DESIGNATION -  CARENCRO MUN TANK
 BK2712  PID         -  BK2712
 BK2712  STATE/COUNTY-  LA/LAFAYETTE
 BK2712  USGS QUAD   -  CARENCRO (1983)
 BK2712
 BK2712                         *CURRENT SURVEY CONTROL
 BK2712  ___________________________________________________________________
 BK2712* NAD 83(1992)-  30 19 06.50891(N)    092 02 42.41333(W)     ADJUSTED  
 BK2712* NAVD 88     -                                                        
 BK2712  **This station is located in a subsidence area (see below).
 BK2712  ___________________________________________________________________
 BK2712  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2712  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2712
 BK2712  HORZ ORDER  -  THIRD
 BK2712
 BK2712.The horizontal coordinates were established by classical geodetic methods
 BK2712.and adjusted by the National Geodetic Survey in January 1993..
 BK2712
 BK2712 ** The orthometric height has not been validated since last determined
 BK2712 ** by differential leveling and should not be used for control purposes.
 BK2712 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2712 ** area with valid NAVD 88 orthometric heights.
 BK2712 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2712 ** epoch indicated which incorporates improved geoid heights for the
 BK2712 ** Southern Louisiana Subsidence area.
 BK2712 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2712
 BK2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2712
 BK2712.The geoid height was determined by GEOID03.
 BK2712
 BK2712;                    North         East     Units Scale Factor Converg.
 BK2712;SPC LA S     -   201,781.126   931,547.676   MT  0.99994105   -0 21 21.2
 BK2712;SPC LA S     -   662,010.24  3,056,252.67   sFT  0.99994105   -0 21 21.2
 BK2712;UTM  15      - 3,354,461.979   591,803.079   MT  0.99970397   +0 28 55.4
 BK2712
 BK2712                          SUPERSEDED SURVEY CONTROL
 BK2712
 BK2712  NAD 83(1986)-  30 19 06.52866(N)    092 02 42.40757(W) AD(       ) 4
 BK2712  NAD 27      -  30 19 05.81118(N)    092 02 41.97265(W) AD(       ) 3
 BK2712
 BK2712.Superseded values are not recommended for survey control.
 BK2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2712.See file dsdata.txt to determine how the superseded data were derived.
 BK2712
 BK2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9180354462(NAD 83)
 BK2712_MARKER: 53 = ELEVATED TANK
 BK2712
 BK2712  HISTORY     - Date     Condition        Report By
 BK2712  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2712  HISTORY     - 19950306 GOOD             USPSQD
 BK2712  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 BK2712
 BK2712                          STATION DESCRIPTION
 BK2712
 BK2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2712'THE STATION IS THE TOP-CENTER OF THE TANK.  IT IS A FOUR-LEGGED STEEL
 BK2712'STRUCTURE, PAINTED SILVER, WITH AN OVERALL HEIGHT OF 160 FEET.
 BK2712'
 BK2712'IT IS LOCATED IN THE TOWN OF CARENCRO ABOUT 100 YARDS DIRECTLY IN
 BK2712'FRONT OF CITY HALL.
 BK2712
 BK2712                          STATION RECOVERY (1995)
 BK2712
 BK2712'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2712'RECOVERED IN GOOD CONDITION.
 BK2712
 BK2712                          STATION RECOVERY (2004)
 BK2712
 BK2712'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2712'REPLACED WITH A NEW TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2713 ***********************************************************************
 BK2713  DESIGNATION -  CARENCRO SO BELL KKI 449 MST
 BK2713  PID         -  BK2713
 BK2713  STATE/COUNTY-  LA/LAFAYETTE
 BK2713  USGS QUAD   -  CARENCRO (1983)
 BK2713
 BK2713                         *CURRENT SURVEY CONTROL
 BK2713  ___________________________________________________________________
 BK2713* NAD 83(1992)-  30 20 28.37222(N)    092 02 42.74971(W)     ADJUSTED  
 BK2713* NAVD 88     -                                                        
 BK2713  **This station is located in a subsidence area (see below).
 BK2713  ___________________________________________________________________
 BK2713  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2713  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2713
 BK2713  HORZ ORDER  -  THIRD
 BK2713
 BK2713.The horizontal coordinates were established by classical geodetic methods
 BK2713.and adjusted by the National Geodetic Survey in January 1993..
 BK2713
 BK2713 ** The orthometric height has not been validated since last determined
 BK2713 ** by differential leveling and should not be used for control purposes.
 BK2713 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2713 ** area with valid NAVD 88 orthometric heights.
 BK2713 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2713 ** epoch indicated which incorporates improved geoid heights for the
 BK2713 ** Southern Louisiana Subsidence area.
 BK2713 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2713
 BK2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2713
 BK2713.The geoid height was determined by GEOID03.
 BK2713
 BK2713;                    North         East     Units Scale Factor Converg.
 BK2713;SPC LA S     -   204,301.877   931,554.350   MT  0.99994332   -0 21 21.4
 BK2713;SPC LA S     -   670,280.41  3,056,274.56   sFT  0.99994332   -0 21 21.4
 BK2713;UTM  15      - 3,356,981.958   591,772.887   MT  0.99970390   +0 28 56.4
 BK2713
 BK2713                          SUPERSEDED SURVEY CONTROL
 BK2713
 BK2713  NAD 83(1986)-  30 20 28.39207(N)    092 02 42.74402(W) AD(       ) 4
 BK2713  NAD 27      -  30 20 27.67523(N)    092 02 42.30965(W) AD(       ) 3
 BK2713
 BK2713.Superseded values are not recommended for survey control.
 BK2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2713.See file dsdata.txt to determine how the superseded data were derived.
 BK2713
 BK2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9177356982(NAD 83)
 BK2713_MARKER: 42 = RADIO/TV MAST
 BK2713
 BK2713  HISTORY     - Date     Condition        Report By
 BK2713  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2713  HISTORY     - 19950306 GOOD             USPSQD
 BK2713  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 BK2713
 BK2713                          STATION DESCRIPTION
 BK2713
 BK2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2713'THE SOUTHERN BELL TELEPHONE CO. KKI 449 RADIO MAST IS LOCATED ABOUT
 BK2713'2 MILES NORTH OF CARENCRO AND ABOUT 1/4 MILE WEST OF U. S. HIGHWAY
 BK2713'90.
 BK2713'
 BK2713'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSSECTION, PAINTED
 BK2713'ALTERNATELY RED AND WHITE WITH A FLASHING RED LIGHT AT THE TOP.
 BK2713'POINT INTERSECTED WAS THE RED LIGHT.
 BK2713
 BK2713                          STATION RECOVERY (1995)
 BK2713
 BK2713'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2713'RECOVERED IN GOOD CONDITION.
 BK2713
 BK2713                          STATION RECOVERY (2004)
 BK2713
 BK2713'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2713'ANOTHER TOWER HAS BEEN BUILT NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2839 ***********************************************************************
 CQ2839  DESIGNATION -  CARGILL
 CQ2839  PID         -  CQ2839
 CQ2839  STATE/COUNTY-  LA/LINCOLN
 CQ2839  USGS QUAD   -  CLAY (1994)
 CQ2839
 CQ2839                         *CURRENT SURVEY CONTROL
 CQ2839  ___________________________________________________________________
 CQ2839* NAD 83(1992)-  32 29 38.25687(N)    092 41 34.38436(W)     ADJUSTED  
 CQ2839* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 CQ2839  ___________________________________________________________________
 CQ2839  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CQ2839  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2839
 CQ2839  HORZ ORDER  -  FIRST
 CQ2839
 CQ2839.The horizontal coordinates were established by classical geodetic methods
 CQ2839.and adjusted by the National Geodetic Survey in January 1993..
 CQ2839
 CQ2839.The orthometric height was scaled from a topographic map.
 CQ2839
 CQ2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2839
 CQ2839.The geoid height was determined by GEOID03.
 CQ2839
 CQ2839;                    North         East     Units Scale Factor Converg.
 CQ2839;SPC LA N     -   221,100.773   981,872.765   MT  0.99996518   -0 06 07.1
 CQ2839;SPC LA N     -   725,394.79  3,221,360.90   sFT  0.99996518   -0 06 07.1
 CQ2839;UTM  15      - 3,595,231.140   528,852.158   MT  0.99961026   +0 09 54.0
 CQ2839
 CQ2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2839!SPC LA N     -   0.99998677  x   0.99996518  =   0.99995195
 CQ2839!UTM  15      -   0.99998677  x   0.99961026  =   0.99959704
 CQ2839
 CQ2839|---------------------------------------------------------------------|
 CQ2839| PID    Reference Object                     Distance      Geod. Az  |
 CQ2839|                                                           dddmmss.s |
 CQ2839| CY3975 CARGILL RM 2                        189.450 METERS 01905     |
 CQ2839| CQ2910 RUSTON MUNICIPAL TANK               APPROX. 6.6 KM 0532649.0 |
 CQ2839| CQ2913 RUSTON COURTHOUSE DOME              APPROX. 6.3 KM 0541057.2 |
 CQ2839| CY3974 CARGILL RM 1                        108.900 METERS 28520     |
 CQ2839| CQ2844 CARGILL RM 3                         95.445 METERS 29014     |
 CQ2839| CQ2931 SIMSBORO                            APPROX. 8.5 KM 2910523.4 |
 CQ2839|---------------------------------------------------------------------|
 CQ2839
 CQ2839                          SUPERSEDED SURVEY CONTROL
 CQ2839
 CQ2839  NAD 83(1986)-  32 29 38.27013(N)    092 41 34.37543(W) AD(       ) 1
 CQ2839  NAD 27      -  32 29 37.72696(N)    092 41 33.83208(W) AD(       ) 1
 CQ2839
 CQ2839.Superseded values are not recommended for survey control.
 CQ2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2839.See file dsdata.txt to determine how the superseded data were derived.
 CQ2839
 CQ2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2885295231(NAD 83)
 CQ2839_MARKER: DS = TRIANGULATION STATION DISK
 CQ2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2839
 CQ2839  HISTORY     - Date     Condition        Report By
 CQ2839  HISTORY     - 1931     MONUMENTED       CGS
 CQ2839  HISTORY     - 1934     GOOD             LAGS
 CQ2839  HISTORY     - 1970     SEE DESCRIPTION  USAF
 CQ2839  HISTORY     - 1971     GOOD             NGS
 CQ2839
 CQ2839                          STATION DESCRIPTION
 CQ2839
 CQ2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2839'STATION IS ABOUT 4 MILES SW OF RUSTON, ON LAND OWNED BY
 CQ2839'JOHN CARGILL.
 CQ2839'
 CQ2839'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2839'DISKS SET IN CONCRETE.
 CQ2839'
 CQ2839'REFERENCE MARK NO. 1 IS 4 METERS (13 FEET) E OF N-AND-S
 CQ2839'ROAD, 50 METERS (164 FEET) S OF INTERSECTION, AND 108.90
 CQ2839'METERS (357.3 FEET) FROM THE STATION N 14 DEG 40 MIN W.
 CQ2839'
 CQ2839'REFERENCE MARK NO. 2 IS 3 METERS (10 FEET) S OF THE ROAD,
 CQ2839'80 METERS (262 FEET) SE OF NEGRO CABIN, AND 189.45 METERS
 CQ2839'(621.6 FEET) FROM STATION N 9 DEG 5 MIN E.
 CQ2839'
 CQ2839'TO REACH FROM RUSTON GO W ON ROUTE 80, 2.9 MILES FROM POST
 CQ2839'OFFICE, THEN S 0.7 MILE ON COUNTRY ROAD TO NARROW ROAD LEADING
 CQ2839'W, AND ALONG THIS ROAD 1.2 MILES TO A CROSS ROAD.  STATION
 CQ2839'IS IN ROW OF TREES BETWEEN TWO CULTIVATED FIELDS, 200 METERS
 CQ2839'(656 FEET) S OF NEGRO CABIN WHICH IS 0.1 MILE FROM CROSS
 CQ2839'ROAD REFERRED TO ABOVE, 100 METERS (328 FEET) E OF ROAD
 CQ2839'LEADING S FROM CROSS ROAD, AND 12.4 METERS (41 FEET) E OF
 CQ2839'THE WESTERLY OF 4 TREES.
 CQ2839
 CQ2839                          STATION RECOVERY (1934)
 CQ2839
 CQ2839'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 CQ2839'RECOVERED AS DESCRIBED.
 CQ2839
 CQ2839                          STATION RECOVERY (1970)
 CQ2839
 CQ2839'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2839'STATION WAS NOT RECOVERED DUE TO INADEQUATE DESCRIPTION.
 CQ2839
 CQ2839                          STATION RECOVERY (1971)
 CQ2839
 CQ2839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2839'RMS MEASURED WITH A 300 FOOT AND A 30 METER TAPE 10 KGS. TENSION.
 CQ2839'
 CQ2839'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED AND FOUND
 CQ2839'IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED.  NO
 CQ2839'AZIMUTH MARK WAS ESTABLISHED IN 1931.  NO SUITABLE PLACE TO
 CQ2839'ESTABLISH AN AZIMUTH MARK AT THIS DATE.
 CQ2839'
 CQ2839'DUE TO HEAVY TREES AROUND CARGILL 1931 A NEW REFERENCE MARK 3
 CQ2839'WAS ESTABLISHED AND ALL HORIZONTAL DIRECTION OBSERVED.
 CQ2839'
 CQ2839'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR CARGILL RM 3.
 CQ2839'
 CQ2839'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ2839'
 CQ2839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2839'4 MILES SW OF RUSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2844 ***********************************************************************
 CQ2844  DESIGNATION -  CARGILL RM 3
 CQ2844  PID         -  CQ2844
 CQ2844  STATE/COUNTY-  LA/LINCOLN
 CQ2844  USGS QUAD   -  CLAY (1994)
 CQ2844
 CQ2844                         *CURRENT SURVEY CONTROL
 CQ2844  ___________________________________________________________________
 CQ2844* NAD 83(1992)-  32 29 39.32816(N)    092 41 37.81490(W)     ADJUSTED  
 CQ2844* NAVD 88     -       107.4    (meters)     352.     (feet)  VERTCON   
 CQ2844  ___________________________________________________________________
 CQ2844  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CQ2844  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2844
 CQ2844  HORZ ORDER  -  FIRST
 CQ2844
 CQ2844.The horizontal coordinates were established by classical geodetic methods
 CQ2844.and adjusted by the National Geodetic Survey in January 1993..
 CQ2844
 CQ2844.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2844
 CQ2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2844
 CQ2844.The geoid height was determined by GEOID03.
 CQ2844
 CQ2844;                    North         East     Units Scale Factor Converg.
 CQ2844;SPC LA N     -   221,133.932   981,783.268   MT  0.99996523   -0 06 08.9
 CQ2844;SPC LA N     -   725,503.58  3,221,067.27   sFT  0.99996523   -0 06 08.9
 CQ2844;UTM  15      - 3,595,263.870   528,762.539   MT  0.99961020   +0 09 52.1
 CQ2844
 CQ2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2844!SPC LA N     -   0.99998717  x   0.99996523  =   0.99995240
 CQ2844!UTM  15      -   0.99998717  x   0.99961020  =   0.99959737
 CQ2844
 CQ2844|---------------------------------------------------------------------|
 CQ2844| PID    Reference Object                     Distance      Geod. Az  |
 CQ2844|                                                           dddmmss.s |
 CQ2844| CQ2839 CARGILL                              95.445 METERS 11014     |
 CQ2844| CQ2826 CHOUDRANT                           APPROX.12.6 KM 1130133.7 |
 CQ2844| CY3974 CARGILL RM 1                         16.010 METERS 25445     |
 CQ2844|---------------------------------------------------------------------|
 CQ2844
 CQ2844                          SUPERSEDED SURVEY CONTROL
 CQ2844
 CQ2844  NAD 83(1986)-  32 29 39.34136(N)    092 41 37.80580(W) AD(       ) 1
 CQ2844  NAD 27      -  32 29 38.79825(N)    092 41 37.26254(W) AD(       ) 1
 CQ2844  NGVD 29 (07/19/86)  107.5    (m)          353.     (f) VERT ANG       
 CQ2844
 CQ2844.Superseded values are not recommended for survey control.
 CQ2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2844.See file dsdata.txt to determine how the superseded data were derived.
 CQ2844
 CQ2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2876395264(NAD 83)
 CQ2844_MARKER: DR = REFERENCE MARK DISK
 CQ2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2844
 CQ2844  HISTORY     - Date     Condition        Report By
 CQ2844  HISTORY     - 1971     MONUMENTED       NGS
 CQ2844
 CQ2844                          STATION DESCRIPTION
 CQ2844
 CQ2844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2844'RMS MEASURED WITH A 300 FOOT AND A 30 METER TAPE 10
 CQ2844'KGS. TENSION.
 CQ2844'
 CQ2844'THE STATION IS ABOUT 6 MILES SOUTHEAST OF SIMSBORO, 4 MILES
 CQ2844'SOUTHWEST OF RUSTON, 3 MILES NORTH OF WOODVILLE, IN THE
 CQ2844'NORTHEAST 1/4 SECTION 5, T 17 N, R 3 W, AND ON LAND
 CQ2844'OWNED BY MR. ABE HARRIS, 318 NORTH BONNER, RUSTON, LOUISIANA,
 CQ2844'71270.
 CQ2844'
 CQ2844'TO REACH THE STATION FROM THE POST OFFICE IN RUSTON, GO SOUTH
 CQ2844'ON U.S. HIGHWAYS 167 AND 80 FOR 0.6 MILE TO WHERE U.S. HIGHWAY
 CQ2844'80 TURNS RIGHT.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 80
 CQ2844'FOR 2.35 MILES TO THE JUNCTION OF STATE HIGHWAY 818.  TURN
 CQ2844'LEFT AND GO SOUTH ON STATE HIGHWAY 818 FOR 0.75 MILE TO THE
 CQ2844'JUNCTION OF STATE HIGHWAY 3061 ON THE LEFT.  TURN RIGHT AND
 CQ2844'GO WEST ON A PAVED ROAD FOR 1.15 MILES TO A TRACK CROSSROAD.
 CQ2844'TURN LEFT AND GO SOUTH ON THE TRACK ROAD FOR 0.05 MILE TO THE
 CQ2844'STATION ON THE LEFT.
 CQ2844'
 CQ2844'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 CQ2844'CARGILL 1931 NO 3 1971.  THE SURFACE DISK IS SET IN THE TOP
 CQ2844'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 CQ2844'INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET EAST OF THE
 CQ2844'CENTER OF THE TRACK ROAD AND 6 FEET NORTHEAST OF A METAL
 CQ2844'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CQ2844'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CQ2844'SURFACE.
 CQ2844'
 CQ2844'CARGILL STATION MARKS ARE STANDARD DISKS STAMPED CARGILL
 CQ2844'1931.  THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH
 CQ2844'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 CQ2844'GROUND SURFACE.  IT IS 10 FEET SOUTH OF AN 8-INCH PINE TREE,
 CQ2844'8 FEET EAST-NORTHEAST OF A 6-INCH PINE TREE AND 6 FEET
 CQ2844'NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS
 CQ2844'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CQ2844'BELOW THE GROUND SURFACE.
 CQ2844'
 CQ2844'REFERENCE MARK 1, A STANDARD DISK STAMPED CARGILL NO 1
 CQ2844'1931, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 CQ2844'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 14 FEET WEST OF THE
 CQ2844'CENTER OF THE TRACK ROAD, 5 FEET EAST OF A DITCH AND 1.6
 CQ2844'FEET EAST OF A METAL WITNESS POST.
 CQ2844'
 CQ2844'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2844'
 CQ2844'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2555 ***********************************************************************
 AU2555  DESIGNATION -  CARLIN 1955
 AU2555  PID         -  AU2555
 AU2555  STATE/COUNTY-  LA/ST MARY
 AU2555  USGS QUAD   -  ELLERSLIE (1994)
 AU2555
 AU2555                         *CURRENT SURVEY CONTROL
 AU2555  ___________________________________________________________________
 AU2555* NAD 83(1992)-  29 38 18.04831(N)    091 36 31.78338(W)     ADJUSTED  
 AU2555* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2555  **This station is located in a subsidence area (see below).
 AU2555  ___________________________________________________________________
 AU2555  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU2555  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU2555
 AU2555  HORZ ORDER  -  THIRD
 AU2555
 AU2555.The horizontal coordinates were established by classical geodetic methods
 AU2555.and adjusted by the National Geodetic Survey in January 1993..
 AU2555
 AU2555 ** The orthometric height has not been validated since last determined
 AU2555 ** by differential leveling and should not be used for control purposes.
 AU2555 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2555 ** area with valid NAVD 88 orthometric heights.
 AU2555 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2555 ** epoch indicated which incorporates improved geoid heights for the
 AU2555 ** Southern Louisiana Subsidence area.
 AU2555 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2555.The orthometric height was scaled from a topographic map.
 AU2555
 AU2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2555
 AU2555.The geoid height was determined by GEOID03.
 AU2555
 AU2555;                    North         East     Units Scale Factor Converg.
 AU2555;SPC LA S     -   126,212.144   973,324.099   MT  0.99994563   -0 08 15.9
 AU2555;SPC LA S     -   414,081.01  3,193,314.15   sFT  0.99994563   -0 08 15.9
 AU2555;UTM  15      - 3,279,520.929   634,665.895   MT  0.99982376   +0 41 17.1
 AU2555
 AU2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2555!SPC LA S     -   1.00000387  x   0.99994563  =   0.99994949
 AU2555!UTM  15      -   1.00000387  x   0.99982376  =   0.99982762
 AU2555
 AU2555                          SUPERSEDED SURVEY CONTROL
 AU2555
 AU2555  NAD 83(1986)-  29 38 18.07122(N)    091 36 31.77915(W) AD(       ) 3
 AU2555  NAD 27      -  29 38 17.31000(N)    091 36 31.36000(W) AD(       ) 3
 AU2555
 AU2555.Superseded values are not recommended for survey control.
 AU2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2555.See file dsdata.txt to determine how the superseded data were derived.
 AU2555
 AU2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3466679521(NAD 83)
 AU2555_MARKER: DS = TRIANGULATION STATION DISK
 AU2555_SETTING: 0 = UNSPECIFIED SETTING
 AU2555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2555
 AU2555  HISTORY     - Date     Condition        Report By
 AU2555  HISTORY     - 1955     MONUMENTED       CGS
 AU2555
 AU2555                          STATION DESCRIPTION
 AU2555
 AU2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2555'STATION IS LOCATED ON THE SOUTH SIDE OF BAYOU CARLIN, WHICH
 AU2555'IS THE FIRST BAYOU EMTYING INTO WEST COTE BLANCHE BAY TO
 AU2555'THE NORTH OF POINT MARONE.
 AU2555'
 AU2555'TO REACH BY BOAT FROM THE MOUTH OF BAYOU CARLIN, GO UPSTREAM
 AU2555'2.0 MILES TO A BEND TO THE RIGHT, A POINT OF MARSH ON THE
 AU2555'SOUTH SIDE OF STREAM AND STATION.  OR, TO REACH FROM THE
 AU2555'JUNCTION OF BAYOU CARLIN WITH CANAL LEADING SOUTH TO EAST
 AU2555'COTE BLANCHE BAY, GO WEST ON BAYOU CARLIN FOR 1.3 MILES TO
 AU2555'BEND TO THE LEFT, POINT OF MARSH TO SOUTH AND STATION.
 AU2555'
 AU2555'STATION MARK, A STANDARD DISK STAMPED CARLIN 1955, IS BRAZED
 AU2555'TO THE TOP OF AN IRON PIPE WHICH IS ABOUT 3 INCHES IN DIAMETER
 AU2555'AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 AU2555'DISK IS SITUATED ON THE POINT, 31 FEET SOUTH OF THE TIP
 AU2555'OF THE POINT, 14 FEET EAST OF EDGE OF MARSH TO WEST AND
 AU2555'11 FEET WEST OF MARSH TO EAST.
 AU2555'
 AU2555'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SET FOR THIS STATION.
 AU2555'
 AU2555'STATION WAS NOT OCCUPIED.
 AU2555'
 AU2555'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0480 ***********************************************************************
 CQ0480  DESIGNATION -  CARLIN BOLT
 CQ0480  PID         -  CQ0480
 CQ0480  STATE/COUNTY-  LA/OUACHITA
 CQ0480  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0480
 CQ0480                         *CURRENT SURVEY CONTROL
 CQ0480  ___________________________________________________________________
 CQ0480* NAD 83(1986)-  32 25 06.     (N)    092 06 05.     (W)     SCALED    
 CQ0480* NAVD 88     -        19.89   (+/-2cm)      65.3    (feet)  VERTCON   
 CQ0480  ___________________________________________________________________
 CQ0480  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0480
 CQ0480  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0480
 CQ0480.The horizontal coordinates were scaled from a topographic map and have
 CQ0480.an estimated accuracy of +/- 6 seconds.
 CQ0480
 CQ0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0480.The vertical order pertains to the NGVD 29 superseded value.
 CQ0480
 CQ0480.The geoid height was determined by GEOID03.
 CQ0480
 CQ0480;                    North         East    Units  Estimated Accuracy
 CQ0480;SPC LA N     -   212,770.    1,037,490.      MT  (+/- 180 meters Scaled)
 CQ0480
 CQ0480                          SUPERSEDED SURVEY CONTROL
 CQ0480
 CQ0480  NGVD 29 (??/??/??)   19.927  (m)           65.38   (f) ADJUSTED    1 2
 CQ0480
 CQ0480.Superseded values are not recommended for survey control.
 CQ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0480.See file dsdata.txt to determine how the superseded data were derived.
 CQ0480
 CQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR844871(NAD 83)
 CQ0480_MARKER: B = BOLT
 CQ0480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0480_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0480
 CQ0480  HISTORY     - Date     Condition        Report By
 CQ0480  HISTORY     - UNK      MONUMENTED       DOD
 CQ0480  HISTORY     - 1966     GOOD             CGS
 CQ0480  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0480
 CQ0480                          STATION DESCRIPTION
 CQ0480
 CQ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0480'6.75 MI S FROM MONROE.
 CQ0480'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0480'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0480'THENCE 2.1 MILES SOUTH ALONG U.S. HIGHWAY 165, IN SECTION 31, T 17 N,
 CQ0480'R 4 E, ABOUT 0.15 MILE NORTH OF AN OVERPASS, ABOUT 0.1 MILE EAST OF
 CQ0480'THE HIGHWAY, ABOUT 3 RAILS NORTH OF A SIGNAL CONTROL BOX ALONG THE
 CQ0480'MISSOURI PACIFIC RAILROAD, 39 FEET WEST OF THE WEST RAIL OF THE TRACK,
 CQ0480'12 FEET WEST OF THE FIRST TELEPHONE POLE SOUTH OF MILEPOST 507, 2 FEET
 CQ0480'EAST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 CQ0480'BELOW THE LEVEL OF THE TRACK, A COPPER BOLT SET IN THE TOP OF A
 CQ0480'CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD
 CQ0480'THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
 CQ0480
 CQ0480                          STATION RECOVERY (1990)
 CQ0480
 CQ0480'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0479 ***********************************************************************
 CQ0479  DESIGNATION -  CARLIN CAP
 CQ0479  PID         -  CQ0479
 CQ0479  STATE/COUNTY-  LA/OUACHITA
 CQ0479  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0479
 CQ0479                         *CURRENT SURVEY CONTROL
 CQ0479  ___________________________________________________________________
 CQ0479* NAD 83(1986)-  32 25 06.     (N)    092 06 05.     (W)     SCALED    
 CQ0479* NAVD 88     -        21.09   (+/-2cm)      69.2    (feet)  VERTCON   
 CQ0479  ___________________________________________________________________
 CQ0479  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0479
 CQ0479  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0479
 CQ0479.The horizontal coordinates were scaled from a topographic map and have
 CQ0479.an estimated accuracy of +/- 6 seconds.
 CQ0479
 CQ0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0479.The vertical order pertains to the NGVD 29 superseded value.
 CQ0479
 CQ0479.The geoid height was determined by GEOID03.
 CQ0479
 CQ0479;                    North         East    Units  Estimated Accuracy
 CQ0479;SPC LA N     -   212,770.    1,037,490.      MT  (+/- 180 meters Scaled)
 CQ0479
 CQ0479                          SUPERSEDED SURVEY CONTROL
 CQ0479
 CQ0479  NGVD 29 (??/??/??)   21.135  (m)           69.34   (f) ADJUSTED    1 2
 CQ0479
 CQ0479.Superseded values are not recommended for survey control.
 CQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0479.See file dsdata.txt to determine how the superseded data were derived.
 CQ0479
 CQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR844871(NAD 83)
 CQ0479_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0479_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0479_STAMPING: CARLIN
 CQ0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0479
 CQ0479  HISTORY     - Date     Condition        Report By
 CQ0479  HISTORY     - UNK      MONUMENTED       DOD
 CQ0479  HISTORY     - 1966     GOOD             CGS
 CQ0479  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0479
 CQ0479                          STATION DESCRIPTION
 CQ0479
 CQ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0479'6.75 MI S FROM MONROE.
 CQ0479'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0479'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0479'THENCE 2.1 MILES SOUTH ALONG U.S. HIGHWAY 165, IN SECTION 31, T 17 N,
 CQ0479'R 4 E, ABOUT 0.15 MILE NORTH OF AN OVERPASS, ABOUT 0.1 MILE EAST OF
 CQ0479'THE HIGHWAY, ABOUT 3 RAILS NORTH OF A SIGNAL CONTROL BOX ALONG THE
 CQ0479'MISSOURI PACIFIC RAILROAD, 39 FEET WEST OF THE WEST RAIL OF THE TRACK,
 CQ0479'12 FEET WEST OF THE FIRST TELEPHONE POLE SOUTH OF MILEPOST 507, 2 FEET
 CQ0479'EAST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 CQ0479'BELOW THE LEVEL OF THE TRACK A 3-INCH IRON PIPE BEARING A BRASS CAP
 CQ0479'AND PROJECTING 1 FOOT.
 CQ0479
 CQ0479                          STATION RECOVERY (1990)
 CQ0479
 CQ0479'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3285 ***********************************************************************
 BK3285  DESIGNATION -  CARLYSS
 BK3285  PID         -  BK3285
 BK3285  STATE/COUNTY-  LA/CALCASIEU
 BK3285  USGS QUAD   -  SULPHUR (1994)
 BK3285
 BK3285                         *CURRENT SURVEY CONTROL
 BK3285  ___________________________________________________________________
 BK3285* NAD 83(1992)-  30 10 16.28352(N)    093 22 34.40142(W)     ADJUSTED  
 BK3285* NAVD 88     -         4.3  **(meters)      14.   **(feet)  GPS OBS   
 BK3285  **This station is located in a subsidence area (see below).
 BK3285  ___________________________________________________________________
 BK3285  X           -    -325,009.249 (meters)                     COMP
 BK3285  Y           -  -5,509,145.013 (meters)                     COMP
 BK3285  Z           -   3,186,782.524 (meters)                     COMP
 BK3285  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BK3285  ELLIP HEIGHT-         -23.14  (meters)          (02/20/02) GPS OBS
 BK3285  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3285
 BK3285  HORZ ORDER  -  FIRST
 BK3285  ELLP ORDER  -  FOURTH    CLASS I
 BK3285
 BK3285.The horizontal coordinates were established by GPS observations
 BK3285.and adjusted by the National Geodetic Survey in January 1995..
 BK3285
 BK3285 ** The orthometric height has not been validated since last determined
 BK3285 ** by differential leveling and should not be used for control purposes.
 BK3285 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3285 ** area with valid NAVD 88 orthometric heights.
 BK3285 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3285 ** epoch indicated which incorporates improved geoid heights for the
 BK3285 ** Southern Louisiana Subsidence area.
 BK3285 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3285.The orthometric height was determined by GPS observations and a
 BK3285.high-resolution geoid model.
 BK3285
 BK3285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3285
 BK3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3285
 BK3285.The ellipsoidal height was determined by GPS observations
 BK3285.and is referenced to NAD 83.
 BK3285
 BK3285.The geoid height was determined by GEOID03.
 BK3285
 BK3285;                    North         East     Units Scale Factor Converg.
 BK3285;SPC LA S     -   186,995.949   803,252.570   MT  0.99993014   -1 01 17.3
 BK3285;SPC LA S     -   613,502.54  2,635,337.81   sFT  0.99993014   -1 01 17.3
 BK3285;UTM  15      - 3,337,814.596   463,776.510   MT  0.99961619   -0 11 20.7
 BK3285
 BK3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3285!SPC LA S     -   1.00000363  x   0.99993014  =   0.99993377
 BK3285!UTM  15      -   1.00000363  x   0.99961619  =   0.99961982
 BK3285
 BK3285                          SUPERSEDED SURVEY CONTROL
 BK3285
 BK3285  ELLIP H (01/13/95)  -23.05   (m)                       GP(       ) 3 2
 BK3285  NAD 83(1992)-  30 10 16.28321(N)    093 22 34.40179(W) AD(       ) 1
 BK3285  ELLIP H (01/21/93)  -23.06   (m)                       GP(       ) 4 2
 BK3285  NAD 83(1986)-  30 10 16.30415(N)    093 22 34.39035(W) AD(       ) 1
 BK3285  NGVD 29 (05/20/88)    4.2    (m)           14.     (f) GPS OBS        
 BK3285
 BK3285.Superseded values are not recommended for survey control.
 BK3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3285.See file dsdata.txt to determine how the superseded data were derived.
 BK3285
 BK3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6377737815(NAD 83)
 BK3285_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3285_STAMPING: CARLYSS 1987
 BK3285_MARK LOGO: NGS   
 BK3285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3285+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1990
 BK3285
 BK3285  HISTORY     - Date     Condition        Report By
 BK3285  HISTORY     - 1987     MONUMENTED       LADTD
 BK3285  HISTORY     - 19901221 GOOD             VFM
 BK3285  HISTORY     - 20011125 GOOD             USPSQD
 BK3285
 BK3285                          STATION DESCRIPTION
 BK3285
 BK3285'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3285'THE STATION IS LOCATED ABOUT 7 KM (4.4 MI) SOUTH OF SULPHUR, IN THE
 BK3285'CARLYSS COMMUNITY, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 27, AT A
 BK3285'LARGE LAWN.
 BK3285'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3285'
 BK3285'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3285'STATE HIGHWAY 27 IN SULPHUR, GO SOUTH FOR 3.5 KM (2.2 MI) ON
 BK3285'HIGHWAY 27 TO ITS JUNCTION WITH STATE HIGHWAY 108 ON THE LEFT.
 BK3285'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.8 KM (0.5 MI) ON HIGHWAY
 BK3285'27 TO THE AZIMUTH MARK ON THE LEFT.
 BK3285'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.6 KM (0.35 MI) ON
 BK3285'HIGHWAY 27 TO THE STATION ON THE RIGHT.
 BK3285'
 BK3285'THE STATION IS A STANDARD NGS DISK
 BK3285'STAMPED---CARLYSS 1987---,
 BK3285'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3285'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3285'14.6 METERS (48 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK3285'3.9 METERS (13 FT) NORTH FROM A FIBERGLASS WITNESS POST,
 BK3285'4.7 METERS (15.5 FT) NORTH FROM THE CENTER OF A TELEPHONE PEDESTAL,
 BK3285'40.1 METERS (131.5 FT) NORTH FROM THE EXTENDED CENTER OF VINCENT
 BK3285'DRIVE AND
 BK3285'59.7 METERS (196 FT) SOUTH FROM THE CENTER OF ANDREW YOUNG ROAD.
 BK3285'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3285'STAMPED---CARLYSS 1987---,
 BK3285'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3285'
 BK3285'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3285'STAMPED---CARLYSS 1987---,
 BK3285'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3285'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3285'14.6 METERS (48 FT) EAST FROM THE HIGHWAY CENTER,
 BK3285'10.7 METERS (35 FT) SOUTH FROM THE CENTER OF THE TRACK DRIVEWAY,
 BK3285'4.4 METERS (14.5 FT) SOUTH FROM A UTILITY POLE NO. 65A 5486 AND
 BK3285'0.9 METERS (3 FT) WEST FROM A FIBERGLASS WITNESS POST IN A CHAIN
 BK3285'LINK FENCE.
 BK3285'TO REACH THE AZIMUTH FROM THE STATION,
 BK3285'GO NORTH FOR 0.6 KM (0.35 MI) ON HIGHWAY 27 TO MARK ON THE RIGHT.
 BK3285
 BK3285                          STATION RECOVERY (1990)
 BK3285
 BK3285'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3285'RECOVERED AS DESCRIBED.
 BK3285
 BK3285                          STATION RECOVERY (2001)
 BK3285
 BK3285'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BK3285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3286 ***********************************************************************
 BK3286  DESIGNATION -  CARLYSS AZ MK
 BK3286  PID         -  BK3286
 BK3286  STATE/COUNTY-  LA/CALCASIEU
 BK3286  USGS QUAD   -  SULPHUR (1994)
 BK3286
 BK3286                         *CURRENT SURVEY CONTROL
 BK3286  ___________________________________________________________________
 BK3286* NAD 83(1992)-  30 10 34.30564(N)    093 22 33.34824(W)     ADJUSTED  
 BK3286* NAVD 88     -         4.   **(meters)      13.   **(feet)  VERTCON   
 BK3286  **This station is located in a subsidence area (see below).
 BK3286  ___________________________________________________________________
 BK3286  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3286  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3286
 BK3286  HORZ ORDER  -  SECOND
 BK3286
 BK3286.The horizontal coordinates were established by classical geodetic methods
 BK3286.and adjusted by the National Geodetic Survey in January 1993..
 BK3286.No horizontal observational check was made to the station.
 BK3286
 BK3286 ** The orthometric height has not been validated since last determined
 BK3286 ** by differential leveling and should not be used for control purposes.
 BK3286 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3286 ** area with valid NAVD 88 orthometric heights.
 BK3286 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3286 ** epoch indicated which incorporates improved geoid heights for the
 BK3286 ** Southern Louisiana Subsidence area.
 BK3286 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3286
 BK3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3286
 BK3286.The geoid height was determined by GEOID03.
 BK3286
 BK3286;                    North         East     Units Scale Factor Converg.
 BK3286;SPC LA S     -   187,550.278   803,290.633   MT  0.99993041   -1 01 16.8
 BK3286;SPC LA S     -   615,321.20  2,635,462.69   sFT  0.99993041   -1 01 16.8
 BK3286;UTM  15      - 3,338,369.245   463,806.507   MT  0.99961616   -0 11 20.3
 BK3286
 BK3286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3286!SPC LA S     -   1.00000371  x   0.99993041  =   0.99993412
 BK3286!UTM  15      -   1.00000371  x   0.99961616  =   0.99961987
 BK3286
 BK3286                          SUPERSEDED SURVEY CONTROL
 BK3286
 BK3286  NAD 83(1986)-  30 10 34.32659(N)    093 22 33.33684(W) AD(       ) 2
 BK3286  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3286
 BK3286.Superseded values are not recommended for survey control.
 BK3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3286.See file dsdata.txt to determine how the superseded data were derived.
 BK3286
 BK3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6380738369(NAD 83)
 BK3286_MARKER: DZ = AZIMUTH MARK DISK
 BK3286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3286_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3286+STABILITY: SURFACE MOTION
 BK3286
 BK3286  HISTORY     - Date     Condition        Report By
 BK3286  HISTORY     - 1987     MONUMENTED       LADTD
 BK3286  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3286
 BK3286                          STATION DESCRIPTION
 BK3286
 BK3286'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3286'THE STATION IS LOCATED ABOUT 3.3 KM (2.7 MI)
 BK3286'SOUTH OF SULPHUR, IN THE CARLYSS COMMUNITY, ON THE RIGHT-OF-WAY OF
 BK3286'STATE HIGHWAY 27.
 BK3286'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3286'
 BK3286'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3286'STATE HIGHWAY 27 IN SULPHUR, GO SOUTH FOR 3.5 KM (2.2 MI) ON
 BK3286'HIGHWAY 27 TO THE JUNCTION WITH STATE HIGHWAY 108 ON THE LEFT.
 BK3286'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.8 KM (0.5 MI) ON HIGHWAY
 BK3286'27 TO THE MARK ON THE LEFT NEAR A CHAIN LINK FENCE.
 BK3286'
 BK3286'THE STATION IS A STANDARD NGS DISK
 BK3286'STAMPED---CARLYSS 1987---,
 BK3286'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3286'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3286'14.6 METERS (48 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BK3286'4.4 METERS (14.5 FT) SOUTH FROM A UTILITY POLE,
 BK3286'10.7 METERS (3.5 FT) SOUTH FROM THE CENTER OF A TRACK ROAD AND
 BK3286'0.9 METERS (3 FT) WEST FROM A FIBERGLASS WITNESS POST.
 BK3286
 BK3286                          STATION RECOVERY (2002)
 BK3286
 BK3286'RECOVERY NOTE BY US POWER SQUADRON 2002 (MA)
 BK3286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4667 ***********************************************************************
 BJ4667  DESIGNATION -  CARMEL
 BJ4667  PID         -  BJ4667
 BJ4667  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4667  USGS QUAD   -  FELPS (1984)
 BJ4667
 BJ4667                         *CURRENT SURVEY CONTROL
 BJ4667  ___________________________________________________________________
 BJ4667* NAD 83(1992)-  30 56 25.17427(N)    090 57 27.79219(W)     ADJUSTED  
 BJ4667* NAVD 88     -       101.96   (+/-2cm)     334.5    (feet)  VERTCON   
 BJ4667  ___________________________________________________________________
 BJ4667  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ4667  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4667
 BJ4667  HORZ ORDER  -  FIRST
 BJ4667  VERT ORDER  -  THIRD ? (See Below)
 BJ4667
 BJ4667.The horizontal coordinates were established by classical geodetic methods
 BJ4667.and adjusted by the National Geodetic Survey in May 1994..
 BJ4667
 BJ4667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4667.The vertical order pertains to the NGVD 29 superseded value.
 BJ4667
 BJ4667.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4667
 BJ4667.The geoid height was determined by GEOID03.
 BJ4667
 BJ4667;                    North         East     Units Scale Factor Converg.
 BJ4667;SPC LA S     -   270,567.113 1,035,897.076   MT  1.00005994   +0 11 16.1
 BJ4667;SPC LA S     -   887,685.60  3,398,605.66   sFT  1.00005994   +0 11 16.1
 BJ4667;SPC MS W     -   159,828.248   640,333.728   MT  0.99999390   -0 19 15.7
 BJ4667;SPC MS W     -   524,369.84  2,100,828.24   sFT  0.99999390   -0 19 15.7
 BJ4667;UTM  15      - 3,424,776.910   695,109.345   MT  1.00006960   +1 03 01.3
 BJ4667
 BJ4667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4667!SPC LA S     -   0.99998826  x   1.00005994  =   1.00004819
 BJ4667!SPC MS W     -   0.99998826  x   0.99999390  =   0.99998216
 BJ4667!UTM  15      -   0.99998826  x   1.00006960  =   1.00005785
 BJ4667
 BJ4667|---------------------------------------------------------------------|
 BJ4667| PID    Reference Object                     Distance      Geod. Az  |
 BJ4667|                                                           dddmmss.s |
 BJ4667| CW1181 CARMEL RM 3                          20.373 METERS 08330     |
 BJ4667| CW1179 CARMEL RM 1                          35.265 METERS 08343     |
 BJ4667| CW1178 CARMEL AZ MK                                       1462016.2 |
 BJ4667| CW1180 CARMEL RM 2                          46.799 METERS 17808     |
 BJ4667|---------------------------------------------------------------------|
 BJ4667
 BJ4667                          SUPERSEDED SURVEY CONTROL
 BJ4667
 BJ4667  NAD 83(1992)-  30 56 25.17776(N)    090 57 27.79185(W) AD(       ) 1
 BJ4667  NAD 83(1986)-  30 56 25.19139(N)    090 57 27.78800(W) AD(       ) 1
 BJ4667  NAD 27      -  30 56 24.54654(N)    090 57 27.41741(W) AD(       ) 1
 BJ4667  NGVD 29 (07/19/86)  101.92   (m)          334.4    (f) LEVELING    3  
 BJ4667
 BJ4667.Superseded values are not recommended for survey control.
 BJ4667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4667.See file dsdata.txt to determine how the superseded data were derived.
 BJ4667
 BJ4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9510924777(NAD 83)
 BJ4667_MARKER: DS = TRIANGULATION STATION DISK
 BJ4667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4667
 BJ4667  HISTORY     - Date     Condition        Report By
 BJ4667  HISTORY     - 1939     MONUMENTED       CGS
 BJ4667  HISTORY     - 1941     GOOD             CGS
 BJ4667  HISTORY     - 1954     GOOD             CGS
 BJ4667
 BJ4667                          STATION DESCRIPTION
 BJ4667
 BJ4667'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4667'STATION IS ON LAND OWNED BY THE MT. CARMEL M.E. CHURCH,
 BJ4667'PETER P. WRIGHT, TENANT, ABOUT 6 MILES NE BY N
 BJ4667'OF CLINTON AND 1.2 MILES SW OF THE WOODLAND POST OFFICE.
 BJ4667'IT IS 31.5 FEET S OF A 30-INCH BIRCH TREE, 56 FEET S BY W
 BJ4667'OF THE SE CORNER OF THE PICKET YARD FENCE OF P.P. WRIGHT,
 BJ4667'118 FEET WNW OF THE CENTER OF THE MAIN GRAVEL ROAD GOING NE AND
 BJ4667'SW OF THE CENTER OF THE GRAVEL ROAD GOING NW AND ABOUT
 BJ4667'174 YARDS W OF THE CHURCH AND SCHOOLHOUSE.  THE
 BJ4667'MARK PROJECTS 5 INCHES ABOVE GROUND AND
 BJ4667'IS STAMPED CARMEL 1939.
 BJ4667'
 BJ4667'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4667'BRONZE DISKS SET IN CONCRETE.
 BJ4667'
 BJ4667'REFERENCE MARK NO. 1 IS 115.70 FEET NE OF THE STATION, 75
 BJ4667'FEET E OF THE SE CORNER OF THE PICKET YARD FENCES, AND 8
 BJ4667'FEET W OF WEST BANK OF AN OLD HIGHWAY WHICH IS NOW A GULLY.
 BJ4667'THE MARK PROJECTS 4 INCHES ABOVE GROUND AND IS
 BJ4667'STAMPED CARMEL NO. 1 1939.  REFERENCE MARK NO. 2 IS 153.54
 BJ4667'FEET SSE OF THE STATION, 28 FEET SE OF THE CENTER OF THE
 BJ4667'GRAVEL ROAD, 1 FOOT NW OF THE RIGHT-OF-WAY FENCE LINE ON THE
 BJ4667'SE SIDE OF THE ROAD.  THE MARK PROJECTS 3 INCHES
 BJ4667'AND IS STAMPED CARMEL NO. 2 1939.
 BJ4667'
 BJ4667'THE AZIMUTH MARK IS ABOUT 0.6 MILE SE OF THE STATION, 60
 BJ4667'FEET SSW OF A GRAVEL ROAD, 107 FEET NNE OF THE BRICK FIREPLACE
 BJ4667'ON THE TENANT HOUSE.  THE MARK PROJECTS 1 INCH
 BJ4667'ABOVE GROUND AND IS STAMPED CARMEL 1939.  A 90-FOOT TOWER
 BJ4667'IS NEEDED TO CLEAR TREES IN THE DIRECTION TO TALBOT, WHICH
 BJ4667'WAS A 100-FOOT LIGHT THE NIGHT THIS STATION WAS OCCUPIED.
 BJ4667'A 77-FOOT TOWER WILL SEE ALL THE OTHER STATIONS WHICH WERE
 BJ4667'100-FOOT LIGHTS AT STATIONS PEN, IRWIN AND DELEE.
 BJ4667'
 BJ4667'TO REACH THE STATION FROM THE NE CORNER OF THE COURTHOUSE
 BJ4667'SQUARE IN CLINTON, DRIVE N ON LOUISIANA GRAVEL HIGHWAY 36
 BJ4667'FOR 6.1 MILES TO THE STATION ON THE W SIDE OF THE ROAD.
 BJ4667'
 BJ4667'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS 100 YARDS E OF
 BJ4667'THE STATION, DRIVE SE FOR 0.6 MILE TO A TENANT HOUSE AND THE
 BJ4667'AZIMUTH MARK ON THE S SIDE OF THE ROAD AND ABOUT 50 FEET
 BJ4667'W OF THE TOP OF THE RIDGE RUNNING N AND S.
 BJ4667'
 BJ4667'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4667
 BJ4667                          STATION RECOVERY (1941)
 BJ4667
 BJ4667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RCO)
 BJ4667'MARK IS IN GOOD CONDITION.  STATION RECOVERED AS DESCRIBED WITH
 BJ4667'ONE EXCEPTION--INSTEAD OF BEING S OF A 30-IN. BIRCH TREE,
 BJ4667'IT IS S OF A 30-IN. PIN OAK TREE.
 BJ4667
 BJ4667                          STATION RECOVERY (1954)
 BJ4667
 BJ4667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4667'THE STATION WAS VISITED, AND THE SURFACE MARK, AZIMUTH MARK,
 BJ4667'AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BJ4667'REFERENCE MARK 2 WAS FOUND DISTURBED.  THE DISK FOR REFERENCE
 BJ4667'MARK 2 WAS USED IN ESTABLISHING REFERENCE MARK 3.  THE LAND IS
 BJ4667'NOW OWNED BY MRS. C.A. KENT.
 BJ4667'
 BJ4667'THE STATION IS LOCATED ABOUT 1.2 MI. S OF THE WOODLAND POST OFFICE,
 BJ4667'AND 3.25 MI. N ALONG STATE HIGHWAY 36 FROM THE COURTHOUE IN CLINTON.
 BJ4667'IT IS LOCATED AT THE MT. CARMEL METHODIST CHURCH, ON THE
 BJ4667'PROPERTY OF MRS. C.A. KENT, 54 FT. NW OF THE NE CORNER OF THE
 BJ4667'KENT GROCERY STORE, 117 FT. N OF THE CENTERLINE OF STATE
 BJ4667'HIGHWAY 36, AND 30 FT. SW OF A 40-IN. OAK TREE.  IT IS A
 BJ4667'STANDARD DISK, STAMPED CARMEL 1939 AND PROJECTING 4 IN.
 BJ4667'
 BJ4667'REFERENCE MARK 1 IS 115.70 FT. E OF THE STATION, 78 FT. N
 BJ4667'OF THE CENTERLINE OF STATE HIGHWAY 36, 27 FT. S OF THE ROAD
 BJ4667'LEADING TO THE CHURCH, 8 FT. N OF THE S EDGE OF A BANK,
 BJ4667'AND 144 FT. E OF THE KENTS STORE.  IT IS A STANDARD DISK,
 BJ4667'STAMPED CARMEL NO 1 1939 AND PROJECTING 4 IN.
 BJ4667'
 BJ4667'REFERENCE MARK 3 IS 66.84 FT. N OF THE STATION, 75 FT. NW
 BJ4667'OF THE NW CORNER OF THE STORE, AND 42 FT. N OF THE LARGE
 BJ4667'OAK TREE.  IT IS A STANDARD DISK, STAMPED CARMEL NO 3 1954
 BJ4667'AND PROJECTING 6 IN.
 BJ4667'
 BJ4667'THE AZIMUTH MARK IS ABOUT 0.6 MI. SE OF THE STATION, 60 FT.
 BJ4667'S-SW OF A GRAVEL ROAD, AND 107 FT. N-NE OF A BRICK CHIMNEY
 BJ4667'OF A TENANT HOUSE.  IT IS A STANDARD DISK, STAMPED CARMEL
 BJ4667'1939 AND PROJECTING 1 IN.
 BJ4667'
 BJ4667'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS ABOUT 100 YD.
 BJ4667'E OF THE STATION, GO SE FOR 0.6 MI. TO THE MARK ON THE RIGHT
 BJ4667'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5238 ***********************************************************************
 BJ5238  DESIGNATION -  CARMEL
 BJ5238  PID         -  BJ5238
 BJ5238  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5238  USGS QUAD   -  INNIS (1994)
 BJ5238
 BJ5238                         *CURRENT SURVEY CONTROL
 BJ5238  ___________________________________________________________________
 BJ5238* NAD 83(1992)-  30 59 23.18118(N)    091 40 45.77572(W)     ADJUSTED  
 BJ5238* NAVD 88     -        18.59   (+/-2cm)      61.0    (feet)  VERTCON   
 BJ5238  ___________________________________________________________________
 BJ5238  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ5238  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ5238
 BJ5238  HORZ ORDER  -  FIRST
 BJ5238  VERT ORDER  -  THIRD ? (See Below)
 BJ5238
 BJ5238.The horizontal coordinates were established by classical geodetic methods
 BJ5238.and adjusted by the National Geodetic Survey in May 1994..
 BJ5238
 BJ5238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5238.The vertical order pertains to the NGVD 29 superseded value.
 BJ5238
 BJ5238.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5238
 BJ5238.The geoid height was determined by GEOID03.
 BJ5238
 BJ5238;                    North         East     Units Scale Factor Converg.
 BJ5238;SPC LA S     -   276,040.622   966,944.926   MT  1.00007447   -0 10 22.9
 BJ5238;SPC LA S     -   905,643.27  3,172,385.14   sFT  1.00007447   -0 10 22.9
 BJ5238;UTM  15      - 3,429,216.772   626,092.923   MT  0.99979612   +0 40 48.2
 BJ5238
 BJ5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5238!SPC LA S     -   1.00000134  x   1.00007447  =   1.00007581
 BJ5238!UTM  15      -   1.00000134  x   0.99979612  =   0.99979746
 BJ5238
 BJ5238|---------------------------------------------------------------------|
 BJ5238| PID    Reference Object                     Distance      Geod. Az  |
 BJ5238|                                                           dddmmss.s |
 BJ5238| CW1182 CARMEL RM 1                          28.884 METERS 15958     |
 BJ5238| BJ5222 INNIS ATT MICROWAVE                 APPROX.13.9 KM 1771628.7 |
 BJ5238| BJ5226 TORRAS                              150.260 METERS 24306     |
 BJ5238| BJ5276 SIMMESPORT NEW MUN TANK             APPROX.14.0 KM 2685027.0 |
 BJ5238| CW1183 CARMEL RM 2                          28.492 METERS 28749     |
 BJ5238| BJ5240 CARMEL AZ MK                        APPROX. 0.6 KM 3113727.5 |
 BJ5238|---------------------------------------------------------------------|
 BJ5238
 BJ5238                          SUPERSEDED SURVEY CONTROL
 BJ5238
 BJ5238  NAD 83(1992)-  30 59 23.18119(N)    091 40 45.77573(W) AD(       ) 1
 BJ5238  NAD 83(1986)-  30 59 23.19851(N)    091 40 45.76957(W) AD(       ) 1
 BJ5238  NAD 27      -  30 59 22.55371(N)    091 40 45.34406(W) AD(       ) 1
 BJ5238  NGVD 29 (07/19/86)   18.57   (m)           60.9    (f) LEVELING    3  
 BJ5238
 BJ5238.Superseded values are not recommended for survey control.
 BJ5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5238.See file dsdata.txt to determine how the superseded data were derived.
 BJ5238
 BJ5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2609329217(NAD 83)
 BJ5238_MARKER: DS = TRIANGULATION STATION DISK
 BJ5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5238+STABILITY: SURFACE MOTION
 BJ5238
 BJ5238  HISTORY     - Date     Condition        Report By
 BJ5238  HISTORY     - 1977     MONUMENTED       NGS
 BJ5238
 BJ5238                          STATION DESCRIPTION
 BJ5238
 BJ5238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5238'THE STATION IS LOCATED ABOUT 7 MILES EAST OF SIMMESPORT, 4-1/2
 BJ5238'MILES NORTH-NORTHEAST OF LETTSWORTH AND ON PROPERTY OWNED BY
 BJ5238'THE PHILLIP PLANTING COMPANY OF NEW ORLEANS.
 BJ5238'
 BJ5238'TO REACH THE STATION FROM THE POST OFFICE IN LETTSWORTH WHICH
 BJ5238'IS ABOUT 7 MILES SOUTHEAST OF SIMMESPORT, GO NORTHWEST ON STATE
 BJ5238'HIGHWAY 1 FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAY 970
 BJ5238'AND 15.  TURN RIGHT AND GO NORTH ON THE HIGHWAY 970 AND 15 FOR
 BJ5238'2.65 MILES TO THE JUNCTION OF STATE HIGHWAYS 970 AND 15.
 BJ5238'CONTINUE AHEAD ON HIGHWAY 15 FOR 2.3 MILES TO THE JUNCTION OF
 BJ5238'STATE HIGHWAY 418.  (TO REACH THE AZIMUTH MARK CONTINUE AHEAD
 BJ5238'ON HIGHWAY 15 FOR 0.15 MILE TO A DIRT CROSSROAD ON TOP OF A
 BJ5238'LEVEE AND THE AZIMUTH MARK 0N THE RIGHT IN THE NORTHEAST
 BJ5238'ANGLE OF THE CROSSROAD.) TURN RIGHT ON HIGHWAY 418 AND GO
 BJ5238'EAST FOR 0.5 MILE TO AN OLD RAILROAD OVERPASS ABUTMENT AND
 BJ5238'THE STATION ON THE LEFT AS DESCRIBED.
 BJ5238'
 BJ5238'STATION MARKS ARE STANDARD DISKS STAMPED---CARMEL 1977---.  THE
 BJ5238'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ5238'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 BJ5238'53 FEET NORTHEAST OF THE CENTER OF THE NORTH ABUTMENT OF THE OLD
 BJ5238'RAILROAD OVERPASS, 38 FEET SOUTHWEST OF THE CENTER OF A LEVEE
 BJ5238'AND 6 FEET SOUTH OF A METAL WITNESS POST.
 BJ5238'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BJ5238'44 INCHES BELOW THE GROUND SURFACE.
 BJ5238'
 BJ5238'REFERENCE MARK 1, A STANDARD DISK STAMPED---CARMEL NO 1 1977---,
 BJ5238'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ5238'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET
 BJ5238'FEET NORTHEAST OF THE CENTER OF STATE
 BJ5238'HIGHWAY 418 (GRAVELED), 1.7 FEET
 BJ5238'NORTHWEST OF A METAL WITNESS POST AND 1 FOOT NORTHEAST OF A
 BJ5238'FENCE.
 BJ5238'
 BJ5238'REFERENCE MARK 2, A STANDARD DISK STAMPED---CARMEL NO 2 1977---,
 BJ5238'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ5238'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET NORTHEAST
 BJ5238'OF THE CENTER OF THE GRAVELED ROAD, 2 FEET SOUTHEAST OF A METAL
 BJ5238'WITNESS POST AND 1.5 FEET NORTHEAST OF THE FENCE.
 BJ5238'
 BJ5238'AZIMUTH MARK, A STANDARD DISK STAMPED---CARMEL 1977---, IS SET
 BJ5238'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ5238'IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTHEAST OF
 BJ5238'THE CENTER OF HIGHWAY 15, 17 FEET NORTH OF A CATTLE GUARD, 10
 BJ5238'FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD AND 5.3 FEET
 BJ5238'WEST OF A FENCE.
 BJ5238'
 BJ5238'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO AN ABUTMENT ON
 BJ5238'LINE.
 BJ5238'REINFORCING RODS IMBEDDED IN ALL MARKS.
 BJ5238'
 BJ5238'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 38.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5240 ***********************************************************************
 BJ5240  DESIGNATION -  CARMEL AZ MK
 BJ5240  PID         -  BJ5240
 BJ5240  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5240  USGS QUAD   -  INNIS (1994)
 BJ5240
 BJ5240                         *CURRENT SURVEY CONTROL
 BJ5240  ___________________________________________________________________
 BJ5240* NAD 83(1992)-  30 59 36.78156(N)    091 41 03.54274(W)     ADJUSTED  
 BJ5240* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 BJ5240  ___________________________________________________________________
 BJ5240  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BJ5240  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ5240
 BJ5240  HORZ ORDER  -  SECOND
 BJ5240
 BJ5240.The horizontal coordinates were established by classical geodetic methods
 BJ5240.and adjusted by the National Geodetic Survey in May 1994..
 BJ5240
 BJ5240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5240
 BJ5240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5240
 BJ5240.The geoid height was determined by GEOID03.
 BJ5240
 BJ5240;                    North         East     Units Scale Factor Converg.
 BJ5240;SPC LA S     -   276,460.936   966,474.785   MT  1.00007561   -0 10 31.8
 BJ5240;SPC LA S     -   907,022.25  3,170,842.69   sFT  1.00007561   -0 10 31.8
 BJ5240;UTM  15      - 3,429,629.925   625,616.710   MT  0.99979464   +0 40 39.3
 BJ5240
 BJ5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5240!SPC LA S     -   1.00000094  x   1.00007561  =   1.00007655
 BJ5240!UTM  15      -   1.00000094  x   0.99979464  =   0.99979558
 BJ5240
 BJ5240|---------------------------------------------------------------------|
 BJ5240| PID    Reference Object                     Distance      Geod. Az  |
 BJ5240|                                                           dddmmss.s |
 BJ5240| BJ5239 CARMEL AZ MK PTA                     10.375 METERS 01204     |
 BJ5240| BJ5238 CARMEL                              APPROX. 0.6 KM 1313718.4 |
 BJ5240|---------------------------------------------------------------------|
 BJ5240
 BJ5240                          SUPERSEDED SURVEY CONTROL
 BJ5240
 BJ5240  NAD 83(1992)-  30 59 36.78156(N)    091 41 03.54276(W) AD(       ) 2
 BJ5240  NAD 83(1986)-  30 59 36.79890(N)    091 41 03.53656(W) AD(       ) 2
 BJ5240  NAD 27      -  30 59 36.15392(N)    091 41 03.11120(W) AD(       ) 2
 BJ5240  NGVD 29 (07/19/86)   21.1    (m)           69.     (f) VERT ANG       
 BJ5240
 BJ5240.Superseded values are not recommended for survey control.
 BJ5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5240.See file dsdata.txt to determine how the superseded data were derived.
 BJ5240
 BJ5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2561729630(NAD 83)
 BJ5240_MARKER: DS = TRIANGULATION STATION DISK
 BJ5240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5240+STABILITY: SURFACE MOTION
 BJ5240
 BJ5240  HISTORY     - Date     Condition        Report By
 BJ5240  HISTORY     - 1977     MONUMENTED       NGS
 BJ5240
 BJ5240                          STATION DESCRIPTION
 BJ5240
 BJ5240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5240'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF SIMMESPORT,
 BJ5240'4-1/2 MILES NORTH-NORTHEAST OF LETTSWORTH AND ON STATE HIGHWAY
 BJ5240'RIGHT-OF-WAY.
 BJ5240'
 BJ5240'TO REACH THE STATION FROM THE POST OFFICE IN LETTSWORTH WHICH
 BJ5240'IS ABOUT 7 MILES SOUTHEAST OF SIMMESPORT, GO NORTHWEST ON STATE
 BJ5240'HIGHWAY 1 FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAYS 970
 BJ5240'AND 15.  TURN RIGHT AND GO NORTH ON HIGHWAY 970 AND 15 FOR 2.65
 BJ5240'MILES TO THE JUNCTION OF STATE HIGHWAYS 970 AND 15.  CONTINUE
 BJ5240'AHEAD ON HIGHWAY 15 FOR 2.3 MILES TO THE JUNCTION OF STATE
 BJ5240'HIGHWAY 418.  CONTINUE AHEAD ON HIGHWAY 15 FOR 0.15 MILE TO A
 BJ5240'DIRT CROSSROAD ON TOP OF A LEVEE AND THE STATION IN THE
 BJ5240'NORTHEAST ANGLE OF THE CROSSROAD.
 BJ5240'
 BJ5240'STATION MARK, A STANDARD AZIMUTH MARK DISK
 BJ5240'STAMPED---CARMEL 1977---, IS
 BJ5240'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ5240'IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTHEAST OF
 BJ5240'THE CENTER OF HIGHWAY 15, 17 FEET NORTH OF A CATTLE GUARD, 10
 BJ5240'FEET NORTHEAST OF THE CENTER OF A GRAVELDED ROAD AND 5.3 FEET
 BJ5240'WEST OF A FENCE.
 BJ5240'
 BJ5240'AN ELECTRONIC TRAVERSE WAS MADE TO TRIANGULATION STATION
 BJ5240'CARMEL, THE DISTANCE BEING 630.586 METERS.
 BJ5240'
 BJ5240'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.5 METERS.
 BJ5240'REINFORCEMENT ROD IMBEDDED IN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2981 ***********************************************************************
 BH2981  CBN         -  This is a Cooperative Base Network Control Station.
 BH2981  DESIGNATION -  CARR
 BH2981  PID         -  BH2981
 BH2981  STATE/COUNTY-  LA/WASHINGTON
 BH2981  USGS QUAD   -  BOGALUSA EAST (1997)
 BH2981
 BH2981                         *CURRENT SURVEY CONTROL
 BH2981  ___________________________________________________________________
 BH2981* NAD 83(1992)-  30 49 08.63709(N)    089 51 51.56192(W)     ADJUSTED  
 BH2981* NAVD 88     -        35.8    (meters)     117.     (feet)  GPS OBS   
 BH2981  ___________________________________________________________________
 BH2981  X           -      12,982.160 (meters)                     COMP
 BH2981  Y           -  -5,482,286.979 (meters)                     COMP
 BH2981  Z           -   3,248,686.694 (meters)                     COMP
 BH2981  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BH2981  ELLIP HEIGHT-           7.92  (meters)          (02/15/02) GPS OBS
 BH2981  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH2981
 BH2981  HORZ ORDER  -  B
 BH2981  ELLP ORDER  -  FOURTH    CLASS I
 BH2981
 BH2981.This mark is at George R Carr Mem Air Fld Airport (BXA)
 BH2981
 BH2981.The horizontal coordinates were established by GPS observations
 BH2981.and adjusted by the National Geodetic Survey in September 1992..
 BH2981
 BH2981.The orthometric height was determined by GPS observations and a
 BH2981.high-resolution geoid model.
 BH2981
 BH2981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2981
 BH2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2981
 BH2981.The ellipsoidal height was determined by GPS observations
 BH2981.and is referenced to NAD 83.
 BH2981
 BH2981.The geoid height was determined by GEOID03.
 BH2981
 BH2981;                    North         East     Units Scale Factor Converg.
 BH2981;SPC LA S     -   257,964.878 1,140,560.980   MT  1.00002749   +0 44 04.3
 BH2981;SPC LA S     -   846,339.77  3,741,990.48   sFT  1.00002749   +0 44 04.3
 BH2981;UTM  16      - 3,413,061.070   225,984.844   MT  1.00052632   -1 28 06.2
 BH2981
 BH2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2981!SPC LA S     -   0.99999876  x   1.00002749  =   1.00002625
 BH2981!UTM  16      -   0.99999876  x   1.00052632  =   1.00052508
 BH2981
 BH2981                          SUPERSEDED SURVEY CONTROL
 BH2981
 BH2981  ELLIP H (02/12/02)    7.87   (m)                       GP(       ) 4 2
 BH2981  ELLIP H (01/21/93)    7.94   (m)                       GP(       ) 4 2
 BH2981  ELLIP H (09/10/92)    7.94   (m)                       GP(       ) 4 1
 BH2981  NAD 83(1986)-  30 49 08.65147(N)    089 51 51.55884(W) AD(       ) 3
 BH2981  NAD 27      -  30 49 07.98485(N)    089 51 51.29042(W) AD(       ) 3
 BH2981  NGVD 29 (11/20/87)   35.6    (m)          117.     (f) GPS OBS        
 BH2981
 BH2981.Superseded values are not recommended for survey control.
 BH2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2981.See file dsdata.txt to determine how the superseded data were derived.
 BH2981
 BH2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2598513061(NAD 83)
 BH2981_MARKER: DH = HORIZONTAL CONTROL DISK
 BH2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2981_SP_SET: CONCRETE POST
 BH2981_STAMPING: CARR 1986
 BH2981_MARK LOGO: NGS   
 BH2981_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2981+STABILITY: SURFACE MOTION
 BH2981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2981+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 BH2981
 BH2981  HISTORY     - Date     Condition        Report By
 BH2981  HISTORY     - 1986     MONUMENTED       LADTD
 BH2981  HISTORY     - 1986     GOOD             LADTD
 BH2981  HISTORY     - 19861231 GOOD             LADTD
 BH2981  HISTORY     - 19870317 GOOD
 BH2981  HISTORY     - 19870615 GOOD             NGS
 BH2981  HISTORY     - 19910914 GOOD             LADTD
 BH2981  HISTORY     - 19920302 GOOD
 BH2981  HISTORY     - 19930506 GOOD
 BH2981  HISTORY     - 20001006 GOOD             MSHD
 BH2981  HISTORY     - 20051130 GOOD             AERODA
 BH2981
 BH2981                          STATION DESCRIPTION
 BH2981
 BH2981'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BH2981'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTH OF BOGALUSA, AT
 BH2981'THE CARR MEMORIAL AIRPORT, AT
 BH2981'THE NORTH END OF THE RUNWAY AT THE SECOND VASI FROM THE NORTH END.
 BH2981'OWNERSHIP--FOR ENTRANCE INTO THE AIRPORT CONTACT, MR. FARLEY
 BH2981'GRANTHAM, 401 WALKER ST, BOGALUSA, LA. 70427, PHONE 504-732-4521.
 BH2981'
 BH2981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 21
 BH2981'IN NORTHEAST BOGALUS, GO WEST ON HIGHWAY 10 FOR 1.1 KM (0.7 MI) TO
 BH2981'THE JUNCTION WITH AUSTIN STREET.  TURN RIGHT ON AUSTIN STREET FOR 1
 BH2981'KM (0.6 MI) TO DERBIGNEY STREET. TURN LEFT, WEST, ON DERBIGNEY
 BH2981'STREET CROSSING THE RAILROAD TRACKS FOR 0.1 KM (0.05 MI) TO
 BH2981'WASHINGTON STREET.  TURN RIGHT ON WASHINGTON STREET FOR 0.4 KM
 BH2981'(0.25 MI) TO WALKER STREET.  TURN LEFT, WEST, ON WALKER STREET FOR
 BH2981'0.5 KM (0.3 MI) TO THE AIRPORT ENTRANCE GATE. TURN RIGHT, NORTH,
 BH2981'ACROSS AN AIRPLANE PARKING AREA TO A TAXIWAY, GO WEST ON THE TAXWAY
 BH2981'FOR 0.5 KM (0.3 MI) TO THE SOUTH END OF THE RUNWAY. TURN NORTH ON
 BH2981'THE RUNWAY FOR 1.4 KM (0.85 MI) TO THE MARK ON THE RIGHT AT A VASI
 BH2981'LIGHT.
 BH2981'
 BH2981'THE STATION IS A STANDARD NGS DISK
 BH2981'STAMPED---CARR 1986---,
 BH2981'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH2981'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BH2981'33.5 METERS (110 FT) NORTHEAST FROM A RUNWAY LIGHT,
 BH2981'33.1 METERS (102 FT) SOUTHEAST FROM A RUNWAY LIGHT,
 BH2981'19.5 METERS (64 FT) WEST FROM A DRAINAGE DITCH,
 BH2981'16.5 METERS (54 FT) EAST FROM THE EAST EDGE OF THE RUNWAY AND
 BH2981'1.5 METERS (5 FT) EAST FROM THE CENTER OF A GLIDE VASI.
 BH2981'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BH2981'STAMPED---CARR 1986---,
 BH2981'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BH2981'
 BH2981'DESCRIBED STANLEY L. CRAIN.
 BH2981
 BH2981                          STATION RECOVERY (1986)
 BH2981
 BH2981'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 BH2981'RECOVERED IN GOOD CONDITION.
 BH2981
 BH2981                          STATION RECOVERY (1986)
 BH2981
 BH2981'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH2981'RECOVERED AS DESCRIBED.
 BH2981
 BH2981                          STATION RECOVERY (1987)
 BH2981
 BH2981'RECOVERED 1987
 BH2981'RECOVERED IN GOOD CONDITION.
 BH2981
 BH2981                          STATION RECOVERY (1987)
 BH2981
 BH2981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BH2981'THE STATION IS LOCATED IN THE NORTH PART OF THE AIRPORT NEAR RUNWAY
 BH2981'END 18.  IT IS 549.1 FT (167.4 M) SOUTH OF THE CENTERLINE END OF RWY
 BH2981'18 AND 104.9 FT (32.0 M) EAST OF THE CENTERLINE.  IT IS 109.4 FT (33.3
 BH2981'M) NORTHEAST OF THE 3RD RUNWAY LIGHT SOUTH OF THE END, 101.2 FT (30.8
 BH2981'M) SOUTHEAST OF THE 2ND RUNWAY LIGHT AND 4.7 FT (1.4 M) EAST OF THE
 BH2981'CENTER OF THE S VASI (18) (A SINGLE HORIZONTAL CYLINDER).  IT IS AN
 BH2981'NGS HORIZONTAL CONTROL MARK DISK STAMPED CARR 1986, AND SET IN THE TOP
 BH2981'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  GPS POSITION BY
 BH2981'PERSONNEL OF THE NGS ADAM PROGRAM.
 BH2981
 BH2981                          STATION RECOVERY (1991)
 BH2981
 BH2981'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BH2981'THE STATION IS LOCATED IN THE NORTHERN PART OF BOGALUSA, AT THE CARR
 BH2981'MEMORIAL AIRPORT.  OWNERSHIP--CITY OF BOGALUSA.  FOR ENTRANCE INTO
 BH2981'THE AIRPORT, CONTACT MR. FARLEY GRANTHAM, 401 WALKER ST., BOGALUSA,
 BH2981'LA.  70427  PHONE 504)732-4521.
 BH2981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 21 IN
 BH2981'NORTHEAST BOGALUSA, GO WEST FOR 0.7 MI (1.1 KM) ON HIGHWAY 10 TO THE
 BH2981'JUNCTION OF AUSTIN STREET.  TURN RIGHT AND GO NORTH ON AUSTIN STREET
 BH2981'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF DERBIGNEY STREET. TURN LEFT
 BH2981'AND GO WEST, ACROSS THE RAILROAD TRACKS, ON DERBIGNEY STREET FOR 0.05
 BH2981'MI (0.08 KM) TO THE JUNCTION OF WASHINGTON STREET. TURN RIGHT AND GO
 BH2981'NORTH ON WASHINGTON STREET FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF
 BH2981'WALKER STREET.  TURN LEFT AND GO WEST ON WALKER STREET FOR 0.3 MI
 BH2981'(0.5 KM) TO THE AIRPORT ENTRANCE AND A GATE ON THE RIGHT, TURN RIGHT
 BH2981'PASSING THROUGH LOCKED GATE (COMBINATION SHOULD BE 1776) AND GO NORTH
 BH2981'ACROSS AN AIRPLANE PARKING AREA TO A TAXIWAY.  TURN LEFT AND GO WEST
 BH2981'ON THE TAXIWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY.  TURN RIGHT AND GO
 BH2981'NORTH ON THE RUNWAY FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT
 BH2981'NEAR THE SECOND VASI FROM THE NORTH END OF THE RUNWAY.
 BH2981'THE STATION IS 110.0 FT (33.5 M) NORTHEAST FROM A RUNWAY LIGHT, 102.0
 BH2981'FT (31.1 M) SOUTHEAST FROM A RUNWAY LIGHT, 64.0 FT (19.5 M) WEST FROM
 BH2981'A DRAINAGE DITCH, 54.0 FT (16.5 M) EAST FROM THE EAST EDGE OF THE
 BH2981'RUNWAY, 5.0 FT (1.5 M) EAST FROM THE CENTER OF THE VASI, 1.0 FT
 BH2981'(0.3 M) SOUTH FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND
 BH2981'SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 BH2981
 BH2981                          STATION RECOVERY (1992)
 BH2981
 BH2981'RECOVERED 1992
 BH2981'RECOVERED IN GOOD CONDITION.
 BH2981
 BH2981                          STATION RECOVERY (1993)
 BH2981
 BH2981'RECOVERED 1993
 BH2981'RECOVERED IN GOOD CONDITION.
 BH2981
 BH2981                          STATION RECOVERY (2000)
 BH2981
 BH2981'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BH2981'RECOVERED AS DESCRIBED.
 BH2981
 BH2981                          STATION RECOVERY (2005)
 BH2981
 BH2981'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BH2981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3093 ***********************************************************************
 AU3093  DESIGNATION -  CARRION
 AU3093  PID         -  AU3093
 AU3093  STATE/COUNTY-  LA/TERREBONNE
 AU3093  USGS QUAD   -  LAKE PENCHANT (1994)
 AU3093
 AU3093                         *CURRENT SURVEY CONTROL
 AU3093  ___________________________________________________________________
 AU3093* NAD 83(1992)-  29 24 21.48714(N)    090 59 56.40214(W)     ADJUSTED  
 AU3093* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3093  ___________________________________________________________________
 AU3093  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3093  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AU3093
 AU3093  HORZ ORDER  -  SECOND
 AU3093
 AU3093.The horizontal coordinates were established by classical geodetic methods
 AU3093.and adjusted by the National Geodetic Survey in January 1993..
 AU3093
 AU3093.The orthometric height was scaled from a topographic map.
 AU3093
 AU3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3093
 AU3093.The geoid height was determined by GEOID03.
 AU3093
 AU3093;                    North         East     Units Scale Factor Converg.
 AU3093;SPC LA S     -   100,470.597 1,032,448.190   MT  0.99997926   +0 10 01.8
 AU3093;SPC LA S     -   329,627.28  3,387,290.44   sFT  0.99997926   +0 10 01.8
 AU3093;UTM  15      - 3,254,629.863   694,151.369   MT  1.00006514   +0 58 58.0
 AU3093
 AU3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3093!SPC LA S     -   1.00000393  x   0.99997926  =   0.99998319
 AU3093!UTM  15      -   1.00000393  x   1.00006514  =   1.00006907
 AU3093
 AU3093:                Primary Azimuth Mark                     Grid Az
 AU3093:SPC LA S     -  DECADE                                   107 17 59.2
 AU3093:UTM  15      -  DECADE                                   106 29 03.0
 AU3093
 AU3093|---------------------------------------------------------------------|
 AU3093| PID    Reference Object                     Distance      Geod. Az  |
 AU3093|                                                           dddmmss.s |
 AU3093| AU3095 DECADE                              APPROX. 9.7 KM 1072801.0 |
 AU3093| DD6475 CARRION RM 1                         17.946 METERS 16342     |
 AU3093| DD6476 CARRION RM 2                         18.869 METERS 27337     |
 AU3093|---------------------------------------------------------------------|
 AU3093
 AU3093                          SUPERSEDED SURVEY CONTROL
 AU3093
 AU3093  NAD 83(1986)-  29 24 21.51266(N)    090 59 56.40869(W) AD(       ) 2
 AU3093  NAD 27      -  29 24 20.72700(N)    090 59 56.06100(W) AD(       ) 2
 AU3093
 AU3093.Superseded values are not recommended for survey control.
 AU3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3093.See file dsdata.txt to determine how the superseded data were derived.
 AU3093
 AU3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9415154630(NAD 83)
 AU3093_MARKER: DS = TRIANGULATION STATION DISK
 AU3093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3093_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3093
 AU3093  HISTORY     - Date     Condition        Report By
 AU3093  HISTORY     - 1934     MONUMENTED       CGS
 AU3093  HISTORY     - 1948     MARK NOT FOUND   CGS
 AU3093  HISTORY     - 1952     GOOD             CGS
 AU3093  HISTORY     - 1966     GOOD             CGS
 AU3093
 AU3093                          STATION DESCRIPTION
 AU3093
 AU3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3093'STATION IS ABOUT 6 MILES ABOVE CARRION CROW LAKE, AT A PLACE
 AU3093'KNOWN LOCALLY AS CARRION CROW SETTLEMENT, IN SOFT MARSH, AT
 AU3093'THE JUNCTION OF THE TWO BRANCHES OF LITTLE CARRION CROW
 AU3093'BAYOU, 17 METERS (55 FEET) FROM THE W BANK AND ON THE CONTINUATION
 AU3093'OF THE CENTER LINE OF THE E BRANCH.
 AU3093'
 AU3093'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3093'IN THE TOP OF A TILE.
 AU3093'
 AU3093'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU3093'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3093'PILE DRIVEN INTO THE MARSH, IS 25 METERS (80 FEET) FROM THE
 AU3093'BAYOU AND 17.946 METERS (58.88 FEET) FROM THE STATION S 16 DEG 18 MIN
 AU3093'E.
 AU3093'
 AU3093'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU3093'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3093'PILE DRIVEN INTO THE MARSH, IS 36 METERS (120 FEET) FROM
 AU3093'THE BAYOU AND 18.869 METERS (61.91 FEET) FROM THE STATION
 AU3093'N 86 DEG 23 MIN W.
 AU3093
 AU3093                          STATION RECOVERY (1948)
 AU3093
 AU3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU3093'THREE MEN SPENT ONE DAY SEARCHING FOR THE STATION BUT IT WAS
 AU3093'NOT FOUND.  THE AREA IS A FLOATING MARSH AND IT IS BELIEVED
 AU3093'THAT THE STATION HAS SUNK IN THE MARSH.
 AU3093
 AU3093                          STATION RECOVERY (1952)
 AU3093
 AU3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3093'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 AU3093'MARKS WERE SEARCHED FOR BUT NOT RECOVERED.  THE 1934 DESCRIPTION
 AU3093'IS ADEQUATE.
 AU3093'
 AU3093'A 15-FT. WOODEN STAND IS IN PLACE OVER THE STATION.  THE
 AU3093'MARSH IS VERY SOFT AND THE STATION WILL BE DIFFICULT TO RECOVER
 AU3093'WHEN THE STAND IS GONE.
 AU3093
 AU3093                          STATION RECOVERY (1966)
 AU3093
 AU3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU3093'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AU3093'IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AU3093'
 AU3093'STATION IS ABOUT 4 MILES (AIRLINE) EAST-NORTHEAST OF CARRION CROW
 AU3093'LAKE, ON THE WEST BANK OF CARRION CROW BAYOU, 66 FEET SOUTH
 AU3093'OF THE PROJECTED PLANE OF THE NORTH BANK OF A BAYOU LEADING
 AU3093'EAST AND 33 FEET WEST OF THE WEST BANK OF CARRION CROW BAYOU.
 AU3093'
 AU3093'STATION MARK IS A STANDARD DISK, STAMPED CARRION 1934, SET
 AU3093'IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE
 AU3093'OF THE MARSH.  IT IS 1 FOOT WEST OF A METAL WITNESS POST.
 AU3093'
 AU3093'REFERENCE MARK 1, A STANDARD DISK, STAMPED CARRION NO 1 1934,
 AU3093'SET IN THE TOP OF A MASS OF CONCRETE 4 INCHES BELOW THE
 AU3093'SURFACE OF THE MARSH, IS 21 FEET WEST OF THE WEST BANK OF
 AU3093'THE BAYOU AND 1 FOOT SOUTH OF A METAL WITNESS POST AND 58.88
 AU3093'FEET SOUTH-SOUTHEAST OF THE STATION S 16 DEG 18 MIN E.
 AU3093'
 AU3093'REFERENCE MARK 2, A STANDARD DISK STAMPED CARRION NO 2 1934,
 AU3093'SET IN THE TOP OF A MASS OF CONCRETE 4 INCHES BELOW THE SURFACE
 AU3093'OF THE MARSH, IS 27 PACES WEST OF THE WEST BANK OF THE BAYOU,
 AU3093'1 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST AND 61.91
 AU3093'FEET WEST OF THE STATION N 86 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1560 ***********************************************************************
 CQ1560  DESIGNATION -  CARROLL 1 BOLT
 CQ1560  PID         -  CQ1560
 CQ1560  STATE/COUNTY-  LA/RED RIVER
 CQ1560  USGS QUAD   -  HARMON (1980)
 CQ1560
 CQ1560                         *CURRENT SURVEY CONTROL
 CQ1560  ___________________________________________________________________
 CQ1560* NAD 83(1986)-  32 04 42.     (N)    093 23 28.     (W)     SCALED    
 CQ1560* NAVD 88     -        41.28   (+/-2cm)     135.4    (feet)  VERTCON   
 CQ1560  ___________________________________________________________________
 CQ1560  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1560
 CQ1560  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1560
 CQ1560.The horizontal coordinates were scaled from a topographic map and have
 CQ1560.an estimated accuracy of +/- 6 seconds.
 CQ1560
 CQ1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1560.The vertical order pertains to the NGVD 29 superseded value.
 CQ1560
 CQ1560.The geoid height was determined by GEOID03.
 CQ1560
 CQ1560;                    North         East    Units  Estimated Accuracy
 CQ1560;SPC LA N     -   175,340.      915,880.      MT  (+/- 180 meters Scaled)
 CQ1560
 CQ1560                          SUPERSEDED SURVEY CONTROL
 CQ1560
 CQ1560  NGVD 29 (??/??/??)   41.340  (m)          135.63   (f) ADJUSTED    1 2
 CQ1560
 CQ1560.Superseded values are not recommended for survey control.
 CQ1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1560.See file dsdata.txt to determine how the superseded data were derived.
 CQ1560
 CQ1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR630491(NAD 83)
 CQ1560_MARKER: B = BOLT
 CQ1560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1560_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1560
 CQ1560  HISTORY     - Date     Condition        Report By
 CQ1560  HISTORY     - UNK      MONUMENTED       DOD
 CQ1560  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1560
 CQ1560                          STATION DESCRIPTION
 CQ1560
 CQ1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1560'5.0 MI NW FROM COUSHATTA.
 CQ1560'5.0 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1560'STATION AT COUSHATTA, RED RIVER PARISH, AT THE SWITCH AT CARROLL, AT A
 CQ1560'ROAD CROSSING, 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 19 FEET
 CQ1560'EAST OF THE CENTERLINE OF THE TRACK, 40 FEET SOUTHWEST OF A 30-INCH
 CQ1560'OAK TREE, 33 FEET SOUTH OF BENCH MARK G 41, DESCRIBED ABOVE, AND 24
 CQ1560'FEET SOUTHEAST OF A SWITCHSTAND AT THE NORTH END OF A SWITCH.  A
 CQ1560'COPPER BOLT, SET IN THE TOP OF A BLOCK OF STONE ABOUT 4 FEET UNDER
 CQ1560'GROUND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE AND BEARING A CORPS
 CQ1560'OF ENGINEERS, U. S. ARMY, STANDARD CAP, STAMPED NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1559 ***********************************************************************
 CQ1559  DESIGNATION -  CARROLL 1 CAP
 CQ1559  PID         -  CQ1559
 CQ1559  STATE/COUNTY-  LA/RED RIVER
 CQ1559  USGS QUAD   -  HARMON (1980)
 CQ1559
 CQ1559                         *CURRENT SURVEY CONTROL
 CQ1559  ___________________________________________________________________
 CQ1559* NAD 83(1986)-  32 04 43.     (N)    093 23 28.     (W)     SCALED    
 CQ1559* NAVD 88     -        42.50   (+/-2cm)     139.4    (feet)  VERTCON   
 CQ1559  ___________________________________________________________________
 CQ1559  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1559
 CQ1559  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1559
 CQ1559.The horizontal coordinates were scaled from a topographic map and have
 CQ1559.an estimated accuracy of +/- 6 seconds.
 CQ1559
 CQ1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1559.The vertical order pertains to the NGVD 29 superseded value.
 CQ1559
 CQ1559.The geoid height was determined by GEOID03.
 CQ1559
 CQ1559;                    North         East    Units  Estimated Accuracy
 CQ1559;SPC LA N     -   175,380.      915,880.      MT  (+/- 180 meters Scaled)
 CQ1559
 CQ1559                          SUPERSEDED SURVEY CONTROL
 CQ1559
 CQ1559  NGVD 29 (??/??/??)   42.559  (m)          139.63   (f) ADJUSTED    1 2
 CQ1559
 CQ1559.Superseded values are not recommended for survey control.
 CQ1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1559.See file dsdata.txt to determine how the superseded data were derived.
 CQ1559
 CQ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR630492(NAD 83)
 CQ1559_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1559_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1559_STAMPING: NO. 1
 CQ1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1559
 CQ1559  HISTORY     - Date     Condition        Report By
 CQ1559  HISTORY     - UNK      MONUMENTED       DOD
 CQ1559  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1559
 CQ1559                          STATION DESCRIPTION
 CQ1559
 CQ1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1559'5.0 MI NW FROM COUSHATTA.
 CQ1559'5.0 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1559'STATION AT COUSHATTA, RED RIVER PARISH, AT THE SWITCH AT CARROLL, AT A
 CQ1559'ROAD CROSSING, 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 19 FEET
 CQ1559'EAST OF THE CENTERLINE OF THE TRACK, 40 FEET SOUTHWEST OF A 30-INCH
 CQ1559'OAK TREE, 33 FEET SOUTH OF BENCH MARK G 41, DESCRIBED ABOVE, AND 24
 CQ1559'FEET SOUTHEAST OF A SWITCHSTAND AT THE NORTH END OF A SWITCH.  AN IRON
 CQ1559'PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP, STAMPED
 CQ1559'NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0126 ***********************************************************************
 BK0126  DESIGNATION -  CARRON
 BK0126  PID         -  BK0126
 BK0126  STATE/COUNTY-  LA/ST LANDRY
 BK0126  USGS QUAD   -  TATE COVE (1992)
 BK0126
 BK0126                         *CURRENT SURVEY CONTROL
 BK0126  ___________________________________________________________________
 BK0126* NAD 83(1992)-  30 37 55.35339(N)    092 09 56.79231(W)     ADJUSTED  
 BK0126* NAVD 88     -        19.53   (+/-2cm)      64.1    (feet)  VERTCON   
 BK0126  ___________________________________________________________________
 BK0126  X           -    -207,581.055 (meters)                     COMP
 BK0126  Y           -  -5,488,958.778 (meters)                     COMP
 BK0126  Z           -   3,230,854.963 (meters)                     COMP
 BK0126  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK0126  ELLIP HEIGHT-          -7.81  (meters)          (06/26/02) GPS OBS
 BK0126  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0126
 BK0126  HORZ ORDER  -  FIRST
 BK0126  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0126  ELLP ORDER  -  FOURTH    CLASS II
 BK0126
 BK0126.The horizontal coordinates were established by classical geodetic methods
 BK0126.and adjusted by the National Geodetic Survey in January 1993..
 BK0126
 BK0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0126.The vertical order pertains to the NGVD 29 superseded value.
 BK0126
 BK0126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0126
 BK0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0126
 BK0126.The ellipsoidal height was determined by GPS observations
 BK0126.and is referenced to NAD 83.
 BK0126
 BK0126.The geoid height was determined by GEOID03.
 BK0126
 BK0126;                    North         East     Units Scale Factor Converg.
 BK0126;SPC LA S     -   236,619.340   920,196.385   MT  0.99998625   -0 24 58.4
 BK0126;SPC LA S     -   776,308.62  3,019,010.97   sFT  0.99998625   -0 24 58.4
 BK0126;UTM  15      - 3,389,120.730   579,945.635   MT  0.99967884   +0 25 30.3
 BK0126
 BK0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0126!SPC LA S     -   1.00000123  x   0.99998625  =   0.99998748
 BK0126!UTM  15      -   1.00000123  x   0.99967884  =   0.99968007
 BK0126
 BK0126:                Primary Azimuth Mark                     Grid Az
 BK0126:SPC LA S     -  CARRON AZ MK                             054 24 51.2
 BK0126:UTM  15      -  CARRON AZ MK                             053 34 22.5
 BK0126
 BK0126|---------------------------------------------------------------------|
 BK0126| PID    Reference Object                     Distance      Geod. Az  |
 BK0126|                                                           dddmmss.s |
 BK0126| CW1184 CARRON AZ MK                                       0535952.8 |
 BK0126| BK2628 WASHINGTON MUNICIPAL TANK           APPROX.10.5 KM 1005812.5 |
 BK0126| BK0129 CARRON RM 1                          33.318 METERS 13304     |
 BK0126| CW1185 CARRON AZ MK 2                                     2222704.8 |
 BK0126| BK0128 CARRON RM 2                          27.138 METERS 23759     |
 BK0126| BK2647 VILLE PLATTE RAD STA KVPI MAST      APPROX.15.7 KM 2960120.8 |
 BK0126| BK2643 VILLE PLATTE WATER TANK             APPROX.12.1 KM 3000410.5 |
 BK0126|---------------------------------------------------------------------|
 BK0126
 BK0126                          SUPERSEDED SURVEY CONTROL
 BK0126
 BK0126  ELLIP H (01/21/93)   -7.71   (m)                       GP(       ) 4 2
 BK0126  NAD 83(1986)-  30 37 55.37334(N)    092 09 56.78654(W) AD(       ) 1
 BK0126  NAD 27      -  30 37 54.66883(N)    092 09 56.35105(W) AD(       ) 1
 BK0126  NGVD 29 (??/??/??)   19.493  (m)           63.95   (f) ADJUSTED    2 1
 BK0126
 BK0126.Superseded values are not recommended for survey control.
 BK0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0126.See file dsdata.txt to determine how the superseded data were derived.
 BK0126
 BK0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7994689121(NAD 83)
 BK0126_MARKER: DS = TRIANGULATION STATION DISK
 BK0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0126_SP_SET: CONCRETE POST
 BK0126_STAMPING: CARRON 1965
 BK0126_MARK LOGO: CGS   
 BK0126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0126+STABILITY: SURFACE MOTION
 BK0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0126+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1989
 BK0126
 BK0126  HISTORY     - Date     Condition        Report By
 BK0126  HISTORY     - 1965     MONUMENTED       CGS
 BK0126  HISTORY     - 1969     GOOD             CGS
 BK0126  HISTORY     - 1973     GOOD             LADTD
 BK0126  HISTORY     - 1975     GOOD             NGS
 BK0126  HISTORY     - 19881116 GOOD             LADTD
 BK0126  HISTORY     - 19890303 GOOD
 BK0126
 BK0126                          STATION DESCRIPTION
 BK0126
 BK0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EGC)
 BK0126'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF OPELOUSAS,
 BK0126'ABOUT 6-1/2 MILES SOUTHEAST OF VILLA PLATTE, ABOUT 6-1/2 MILES
 BK0126'WEST-NORTHWEST OF WASHINGTON AND ON PROPERTY OF MR. DANIEL
 BK0126'STELLEY AT THE NORTHWEST ANGLE OF CROSS ROADS.  STATION IS IN
 BK0126'THE NE 1/4 OF SEC. 53, T 5 S., R 3 E.  THE STATION MARK IS 61
 BK0126'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 103, 34-1/2 FEET
 BK0126'WEST OF A GRAVEL ROAD, 24 FEET SOUTHWEST OF FENCE CORNER AND
 BK0126'16-1/2 FEET SOUTH OF FENCELINE.  STATION IS MARKED BY A
 BK0126'STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP OF A 10
 BK0126'INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 BK0126'SURFACE OF THE GROUND.  THE DISK IS STAMPED CARRON 1965.
 BK0126'
 BK0126'TO REACH THE STATION FROM THE POST OFFICE IN VILLA PLATTE, GO
 BK0126'EAST AND SOUTHEAST ON U.S. HIGHWAY 167 FOR 6.75 MILES TO THE
 BK0126'JUNCTION OF STATE HIGHWAY 103 ON THE LEFT, CONTINUE
 BK0126'SOUTHEASTERLY ON HIGHWAY 167 AND 103 FOR 1.4 MILES TO THE
 BK0126'JUNCTION OF STATE HIGHWAY 103 ON THE RIGHT.  TURN RIGHT AND
 BK0126'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF THE JUNCTION OF
 BK0126'HIGHWAYS, CONTINUE SOUTHWEST ON STATE HIGHWAY 103 FOR 0.35 MILE
 BK0126'TO STATION ON THE RIGHT AS DESCRIBED.
 BK0126'
 BK0126'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF JUNCTION OF
 BK0126'ROADS, 39 FEET NORTHWEST OF POWERLINE POLE NO. OL 211 AND 9-1/2
 BK0126'FEET WEST OF FENCE CORNER.  IT IS MARKED BY A STANDARD
 BK0126'TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH
 BK0126'CONCRETE CYLINDER MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 BK0126'SURFACE OF THE GROUND.  THE DISK IS STAMPED CARRON NO 1
 BK0126'1965.
 BK0126'
 BK0126'REFERENCE MARK NO. 2 IS 43-1/2 FEET EAST OF THE CENTERLINE OF
 BK0126'STATE HIGHWAY 103, 33-1/2 FEET EAST OF POWERLINE POLE NO. LO
 BK0126'210 AND 1-1/2 FEET NORTH OF FENCELINE.  IT IS MARKED BY A
 BK0126'STANDARD TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A
 BK0126'10 INCH CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH THE
 BK0126'SURFACE OF THE GROUND.  THE DISK IS STAMPED CARRON NO 2
 BK0126'1965.
 BK0126'
 BK0126'AZIMUTH MARK IS 93 FEET SOUTHWEST OF THE JUNCTION OF STATE
 BK0126'HIGHWAYS NO. 103 AND 167, 75 FEET EAST OF POWERLINE POLE, 66
 BK0126'FEET NORTHWEST OF THE NORTHEAST CORNER OF STORE AND 39 FEET
 BK0126'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 103.  IT IS MARKED BY
 BK0126'A STANDARD TRIANGULATION AZIMUTH MARK DISK SET IN THE TOP OF A
 BK0126'10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 6 INCHES ABOVE
 BK0126'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED CARRON
 BK0126'1965.
 BK0126'
 BK0126'HEIGHT OF LIGHT ABOVE STATION MARK 30.48 METERS.
 BK0126
 BK0126                          STATION RECOVERY (1969)
 BK0126
 BK0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK0126'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 BK0126'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 BK0126'MARKS COMPARED FAVORABLY WITH THE PREVIOUS DISTANCES AND
 BK0126'DIRECTIONS.  THE AZIMUTH MARK HAS BEEN DESTROYED AND A NEW
 BK0126'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 BK0126'
 BK0126'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 BK0126'
 BK0126'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF
 BK0126'OPELOUSAS, 6-1/2 MILES SOUTHEAST OF VILLE PLATTE AND 6-1/2 MILES
 BK0126'WEST-NORTHWEST OF WASHINGTON, IN THE WEST ANGLE OF ROAD
 BK0126'INTERSECTION AND APPEARS TO BE ON ROAD RIGHT-OF-WAY, BUT HAS
 BK0126'PREVIOUSLY BEEN REPORTED TO BE ON LAND OWNED BY MR. DANIEL
 BK0126'STELLEY.
 BK0126'
 BK0126'TO REACH THE STATION FROM THE POST OFFICE IN VILLE PLATTE, GO
 BK0126'EAST AND SOUTHEAST ON U.S. HIGHWAY 167 FOR 6.75 MILES TO THE
 BK0126'JUNCTION OF STATE HIGHWAY 103 ON THE LEFT.  CONTINUE
 BK0126'SOUTHEASTERLY ON HIGHWAY 167 FOR 1.4 MILES TO THE JUNCTION OF
 BK0126'HIGHWAY 103 ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 BK0126'HIGHWAY 103 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 BK0126'
 BK0126'THE STATION MARK IS A STANDARD DISK STAMPED CARRON 1965, SET
 BK0126'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 BK0126'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 55.5 FEET
 BK0126'NORTHWEST OF THE CENTER OF HIGHWAY 103, 32 FEET WEST-SOUTHWEST
 BK0126'OF THE CENTER OF A GRAVELED ROAD, 24 FEET SOUTH OF A CORNER
 BK0126'FENCE POST AND 16.3 FEET SOUTHEAST OF A FENCE.
 BK0126'
 BK0126'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARRON NO 1 1965,
 BK0126'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK0126'THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BK0126'65.5 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF A HOUSE, 55.5
 BK0126'FEET NORTHEAST OF A GAS METER, 41 FEET SOUTHEAST OF THE CENTER
 BK0126'OF HIGHWAY 103 AND 39.4 FEET WEST-NORTHWEST OF A POWER POLE
 BK0126'WITH TRANSFORMER.
 BK0126'
 BK0126'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARRON NO 2 1965,
 BK0126'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK0126'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 83.8 FEET
 BK0126'NORTHEAST OF POWER POLE L0210, 43.5 FEET NORTHWEST OF THE
 BK0126'CENTER OF HIGHWAY 103, 3.5 FEET WEST OF THE NORTHEAST FENCE
 BK0126'POST OF TWO BRACED TOGETHER IN A FENCE LINE CURVE AND 1.3
 BK0126'FEET NORTH-NORTHWEST OF THE FENCE.
 BK0126'
 BK0126'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARRON 1965 1969,
 BK0126'CEMENTED IN A DRILL HOLE IN THE NORTH-NORTHWEST END OF A
 BK0126'CONCRETE CULVERT.  IT IS 24.5 FEET EAST-SOUTHEAST OF THE CENTER
 BK0126'OF HIGHWAY 103, 18 FEET WEST-SOUTHWEST OF A CORNER FENCE POST,
 BK0126'2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 3 FEET LOWER
 BK0126'THAN THE HIGHWAY.
 BK0126'
 BK0126'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON
 BK0126'HIGHWAY 103 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BK0126'
 BK0126'HEIGHT OF LIGHT ABOVE STATION MARK 126 FEET.
 BK0126'
 BK0126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BK0126'6-1/2 MILES WEST-NORTHWEST OF WASHINGTON.
 BK0126
 BK0126                          STATION RECOVERY (1973)
 BK0126
 BK0126'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0126'2.4 MI W FROM PLAISANCE.
 BK0126'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 2.1 MILES WEST ALONG
 BK0126'US HIGHWAY 167 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103.  THENCE
 BK0126'ABOUT 0.3 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 103.  56.0 FEET
 BK0126'NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  32.0 FEET
 BK0126'WEST-SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD.  24.0 FEET SOUTH OF
 BK0126'A CORNER FENCE POST.  16.0 FEET SOUTHEAST OF A MESH AND BARBED WIRE
 BK0126'FENCE.  15.0 FEET EAST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A
 BK0126'CONCRETE POST 2 INCHES BELOW THE GROUND.
 BK0126
 BK0126                          STATION RECOVERY (1975)
 BK0126
 BK0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 BK0126'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 BK0126'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969.  THE DISTANCES AND
 BK0126'DIRECTIONS COMPARED WITH THE 1969 DATA, WITH THE EXCEPTION OF RM 1
 BK0126'TO RM 2 WHICH WAS FOUND TO BE SHORTER IN DISTANCE BY 0.06 FOOT OR
 BK0126'0.018 METER.  AN ADDITIONAL TO REACH AND A DESCRIPTION OF
 BK0126'LOUISIANA DEPARTMENT OF HIGHWAYS BENCH MARK 49V82 1973 FOLLOWS.
 BK0126'
 BK0126'TO REACH THE STATION FROM THE POST OFFICE IN OPELOUSAS GO NORTH ON
 BK0126'UNION STREET FOR ONE BLOCK TO THE INTERSECTION OF U. S. HIGHWAYS
 BK0126'190, 167 AND STATE HIGHWAY 182.  CONTINUE STRAIGHT AHEAD AND GO
 BK0126'NORTH ON U. S. HIGHWAY 167 AND STATE HIGHWAY 182 FOR 4.1 MILES TO A
 BK0126'SIDE ROAD ON THE LEFT AND THE JUNCTION OF STATE HIGHWAY 10.  TURN
 BK0126'LEFT AND GO NORTHWEST ON U. S. HIGHWAY 167 AND STATE HIGHWAY 10
 BK0126'FOR 6.7 MILES TO STATE HIGHWAY 103 ON THE LEFT AND THE LOUISIANA
 BK0126'DEPARTMENT OF HIGHWAYS MARK IN THE WEST ANGLE OF THE ROADS.  TURN
 BK0126'LEFT AND GO SOUTHWEST ON STATE HIGHWAY 103 FOR 0.35 MILE TO THE
 BK0126'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK CONTINUE ON
 BK0126'STATE 103 SOUTHWEST AND SOUTH FOR 0.3 MILE TO THE MARK ON THE
 BK0126'LEFT.
 BK0126'
 BK0126'LOUISIANA DEPARTMENT OF HIGHWAYS BENCH MARK, STAMPED 1973 49V82,
 BK0126'IS U. S. COAST AND GEODETIC SURVEY-LOUISIANA DEPARTMENT OF HIGHWAYS
 BK0126'BRONZE DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BK0126'THAT IS FLUSH WITH THE GROUND.  IT IS 81.0 FEET SOUTHWEST OF THE
 BK0126'CENTER OF U. S. HIGHWAY 167, 64.4 FEET NORTHWEST OF THE CENTER OF
 BK0126'STATE HIGHWAY 103, AND 1.2 FEET SOUTH OF A METAL WITNESS POST
 BK0126'IN A FENCELINE.
 BK0126'
 BK0126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 BK0126'WEST-NORTHWEST OF WASHINGTON.
 BK0126
 BK0126                          STATION RECOVERY (1988)
 BK0126
 BK0126'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BK0126'THE STATION IS LOCATED 12.1 KM (7.50 MI) NORTHWEST OF OPELOUSAS, 10.5
 BK0126'KM (6.50 MI) SOUTHEAST OF VILLE PLATTE AND 10.5 KM (6.50 MI)
 BK0126'WEST-NORTHWEST OF WASHINGTON.  OWNERSHIP--MR. DANIEL STELLEY.
 BK0126'TO REACH THE STATION FROM THE POST OFFICE IN OPELOUSAS GO NORTH ON
 BK0126'UNION STREET FOR 1 BLOCK TO THE INTERSECTION OF U. S. HIGHWAYS 190,
 BK0126'167 AND STATE HIGHWAY 182.  CONTINUE STRAIGHT AHEAD FOR 6.6 KM
 BK0126'(4.10 MI) ON HIGHWAYS 167 AND 182 TO A SIDE ROAD LEFT.  TURN LEFT AND
 BK0126'GO NORTHWEST FOR 10.8 KM (6.70 MI) ON HIGHWAY 167 AND STATE HIGHWAY 10
 BK0126'TO THE JUNCTION OF STATE HIGHWAY 103 ON THE LEFT.  TURN LEFT AND GO
 BK0126'SOUTHWEST FOR 0.6 KM (0.35 MI) ON HIGHWAY 103 TO THE STATION ON THE
 BK0126'RIGHT.
 BK0126'THE STATION IS FLUSH WITH THE GROUND 17.2 M (56.4 FT) WEST-SOUTHWEST
 BK0126'FROM THE CENTER OF HIGHWAY 102, 10.1 M (33.1 FT) SOUTHWEST FROM THE
 BK0126'CENTER OF PARISH ROAD NUMBER 5-85-1, 5.3 M (17.4 FT) SOUTH-SOUTHEAST
 BK0126'FROM A FENCE CORNER AND 4.7 M (15.4 FT) EAST-SOUTHEAST FROM A WITNESS
 BK0126'POST.
 BK0126
 BK0126                          STATION RECOVERY (1989)
 BK0126
 BK0126'RECOVERED 1989
 BK0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0127 ***********************************************************************
 BK0127  DESIGNATION -  CARRON AZ MK 1965 1969
 BK0127  PID         -  BK0127
 BK0127  STATE/COUNTY-  LA/ST LANDRY
 BK0127  USGS QUAD   -  TATE COVE (1992)
 BK0127
 BK0127                         *CURRENT SURVEY CONTROL
 BK0127  ___________________________________________________________________
 BK0127* NAD 83(1986)-  30 37 42.     (N)    092 10 07.     (W)     SCALED    
 BK0127* NAVD 88     -        18.64   (+/-2cm)      61.2    (feet)  VERTCON   
 BK0127  ___________________________________________________________________
 BK0127  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0127
 BK0127  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0127
 BK0127.The horizontal coordinates were scaled from a topographic map and have
 BK0127.an estimated accuracy of +/- 6 seconds.
 BK0127
 BK0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0127.The vertical order pertains to the NGVD 29 superseded value.
 BK0127
 BK0127.The geoid height was determined by GEOID03.
 BK0127
 BK0127;                    North         East    Units  Estimated Accuracy
 BK0127;SPC LA S     -   236,210.      919,920.      MT  (+/- 180 meters Scaled)
 BK0127
 BK0127                          SUPERSEDED SURVEY CONTROL
 BK0127
 BK0127  NGVD 29 (??/??/??)   18.606  (m)           61.04   (f) ADJUSTED    2 1
 BK0127
 BK0127.Superseded values are not recommended for survey control.
 BK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0127.See file dsdata.txt to determine how the superseded data were derived.
 BK0127
 BK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP796887(NAD 83)
 BK0127_MARKER: DZ = AZIMUTH MARK DISK
 BK0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0127_STAMPING: CARRON AZIMUTH 1965
 BK0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0127+STABILITY: SURFACE MOTION
 BK0127
 BK0127  HISTORY     - Date     Condition        Report By
 BK0127  HISTORY     - 1965     MONUMENTED       CGS
 BK0127  HISTORY     - 1973     GOOD             LADTD
 BK0127
 BK0127                          STATION DESCRIPTION
 BK0127
 BK0127'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0127'3.0 MI W FROM PLAISANCE.
 BK0127'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 2.4 MILES WEST ALONG
 BK0127'US HIGHWAY 167 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103.  THENCE
 BK0127'ABOUT 0.6 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 103.  THE AZIMUTH
 BK0127'MARKER IS A STANDARD DISK STAMPED CARRON 1965 AND 1969 CEMENTED IN A
 BK0127'DRILLED HOLE IN THE NORTH-NORTHWEST END OF A CONCRETE CULVERT
 BK0127'HEADWALL.  24.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF LOUISIANA
 BK0127'HIGHWAY 103.  18.0 FEET WEST-SOUTHWEST OF A CORNER FENCE POST.  2.0
 BK0127'FEET SOUTHWEST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE
 BK0127'POST 3.0 FEET LOWER THAN THE HIGHWAY.  SECTION 53, T 5 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0129 ***********************************************************************
 BK0129  DESIGNATION -  CARRON RM 1
 BK0129  PID         -  BK0129
 BK0129  STATE/COUNTY-  LA/ST LANDRY
 BK0129  USGS QUAD   -  TATE COVE (1992)
 BK0129
 BK0129                         *CURRENT SURVEY CONTROL
 BK0129  ___________________________________________________________________
 BK0129* NAD 83(1986)-  30 37 55.     (N)    092 09 56.     (W)     SCALED    
 BK0129* NAVD 88     -        19.98   (+/-2cm)      65.6    (feet)  VERTCON   
 BK0129  ___________________________________________________________________
 BK0129  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0129
 BK0129  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0129
 BK0129.The horizontal coordinates were scaled from a topographic map and have
 BK0129.an estimated accuracy of +/- 6 seconds.
 BK0129
 BK0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0129.The vertical order pertains to the NGVD 29 superseded value.
 BK0129
 BK0129.The geoid height was determined by GEOID03.
 BK0129
 BK0129;                    North         East    Units  Estimated Accuracy
 BK0129;SPC LA S     -   236,610.      920,220.      MT  (+/- 180 meters Scaled)
 BK0129
 BK0129                          SUPERSEDED SURVEY CONTROL
 BK0129
 BK0129  NGVD 29 (??/??/??)   19.942  (m)           65.43   (f) ADJUSTED    2 1
 BK0129
 BK0129.Superseded values are not recommended for survey control.
 BK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0129.See file dsdata.txt to determine how the superseded data were derived.
 BK0129
 BK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP799891(NAD 83)
 BK0129_MARKER: DR = REFERENCE MARK DISK
 BK0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0129_STAMPING: CARRON NO. 1 1965
 BK0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0129+STABILITY: SURFACE MOTION
 BK0129
 BK0129  HISTORY     - Date     Condition        Report By
 BK0129  HISTORY     - 1965     MONUMENTED       CGS
 BK0129  HISTORY     - 1973     GOOD             LADTD
 BK0129
 BK0129                          STATION DESCRIPTION
 BK0129
 BK0129'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0129'2.4 MI W FROM PLAISANCE.
 BK0129'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 2.1 MILES WEST ALONG
 BK0129'US HIGHWAY 167 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103.  THENCE
 BK0129'0.3 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 103.  66.0 FEET NORTHWEST
 BK0129'OF THE NORTHWEST CORNER OF A WOOD FRAME RESIDENCE.  41.0 FEET
 BK0129'SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  56.0 FEET
 BK0129'NORTHEAST OF A GAS METER.  39.0 FEET WEST-NORTHWEST OF A POWER POLE
 BK0129'WITH TRANSFORMER.  1.0 FOOT EAST OF A STEEL WITNESS POST.  DISK IN THE
 BK0129'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND. SECTION
 BK0129'53, T 5 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0128 ***********************************************************************
 BK0128  DESIGNATION -  CARRON RM 2
 BK0128  PID         -  BK0128
 BK0128  STATE/COUNTY-  LA/ST LANDRY
 BK0128  USGS QUAD   -  TATE COVE (1992)
 BK0128
 BK0128                         *CURRENT SURVEY CONTROL
 BK0128  ___________________________________________________________________
 BK0128* NAD 83(1986)-  30 37 55.     (N)    092 09 56.     (W)     SCALED    
 BK0128* NAVD 88     -        19.83   (+/-2cm)      65.1    (feet)  VERTCON   
 BK0128  ___________________________________________________________________
 BK0128  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0128
 BK0128  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0128
 BK0128.The horizontal coordinates were scaled from a topographic map and have
 BK0128.an estimated accuracy of +/- 6 seconds.
 BK0128
 BK0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0128.The vertical order pertains to the NGVD 29 superseded value.
 BK0128
 BK0128.The geoid height was determined by GEOID03.
 BK0128
 BK0128;                    North         East    Units  Estimated Accuracy
 BK0128;SPC LA S     -   236,610.      920,220.      MT  (+/- 180 meters Scaled)
 BK0128
 BK0128                          SUPERSEDED SURVEY CONTROL
 BK0128
 BK0128  NGVD 29 (??/??/??)   19.791  (m)           64.93   (f) ADJUSTED    2 1
 BK0128
 BK0128.Superseded values are not recommended for survey control.
 BK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0128.See file dsdata.txt to determine how the superseded data were derived.
 BK0128
 BK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP799891(NAD 83)
 BK0128_MARKER: DR = REFERENCE MARK DISK
 BK0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0128_STAMPING: CARRON NO. 2 1965
 BK0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0128+STABILITY: SURFACE MOTION
 BK0128
 BK0128  HISTORY     - Date     Condition        Report By
 BK0128  HISTORY     - 1965     MONUMENTED       CGS
 BK0128  HISTORY     - 1973     GOOD             LADTD
 BK0128
 BK0128                          STATION DESCRIPTION
 BK0128
 BK0128'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0128'2.4 MI W FROM PLAISANCE.
 BK0128'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 2.1 MILES WEST ALONG
 BK0128'US HIGHWAY 167 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103.  THENCE
 BK0128'ABOUT 0.3 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 103.  44.0 FEET
 BK0128'NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  83.0 FEET
 BK0128'NORTHEAST OF A POWER POLE NO. L0210.  3.5 FEET WEST OF THE NORTHEAST
 BK0128'FENCE POST OF A DOUBLE BRACE LINE POST IN A CURVED FENCE LINE.  1.3
 BK0128'FEET NORTH-NORTHWEST OF A MESH AND BARBED WIRE FENCE.  2.0 FEET WEST
 BK0128'OF A STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH
 BK0128'WITH THE GROUND.  SECTION 53, T 5 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3044 ***********************************************************************
 BK3044  DESIGNATION -  CARSON
 BK3044  PID         -  BK3044
 BK3044  STATE/COUNTY-  LA/BEAUREGARD
 BK3044  USGS QUAD   -  MACH BRANCH (1986)
 BK3044
 BK3044                         *CURRENT SURVEY CONTROL
 BK3044  ___________________________________________________________________
 BK3044* NAD 83(1992)-  30 44 44.04464(N)    093 19 06.53862(W)     ADJUSTED  
 BK3044* NAVD 88     -        54.24   (+/-2cm)     178.0    (feet)  VERTCON   
 BK3044  ___________________________________________________________________
 BK3044  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BK3044  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK3044
 BK3044  HORZ ORDER  -  FIRST
 BK3044  VERT ORDER  -  THIRD ? (See Below)
 BK3044
 BK3044.The horizontal coordinates were established by classical geodetic methods
 BK3044.and adjusted by the National Geodetic Survey in January 1993..
 BK3044
 BK3044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3044.The vertical order pertains to the NGVD 29 superseded value.
 BK3044
 BK3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3044
 BK3044.The geoid height was determined by GEOID03.
 BK3044
 BK3044;                    North         East     Units Scale Factor Converg.
 BK3044;SPC LA S     -   250,561.892   809,915.850   MT  1.00001001   -0 59 33.4
 BK3044;SPC LA S     -   822,051.81  2,657,198.92   sFT  1.00001001   -0 59 33.4
 BK3044;UTM  15      - 3,401,448.342   469,515.186   MT  0.99961146   -0 09 46.1
 BK3044
 BK3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3044!SPC LA S     -   0.99999574  x   1.00001001  =   1.00000575
 BK3044!UTM  15      -   0.99999574  x   0.99961146  =   0.99960721
 BK3044
 BK3044:                Primary Azimuth Mark                     Grid Az
 BK3044:SPC LA S     -  DE RIDDER PARISH CTHSE DOME              015 45 51.0
 BK3044:UTM  15      -  DE RIDDER PARISH CTHSE DOME              014 56 03.7
 BK3044
 BK3044|---------------------------------------------------------------------|
 BK3044| PID    Reference Object                     Distance      Geod. Az  |
 BK3044|                                                           dddmmss.s |
 BK3044| BK3064 DE RIDDER PARISH CTHSE DOME         APPROX.11.5 KM 0144617.6 |
 BK3044| BK3063 DE RIDDER LONG BELL LUMBER TK       APPROX.11.1 KM 0164154.3 |
 BK3044| CV8214 CARSON RM 1                          29.998 METERS 02739     |
 BK3044| CV8215 CARSON RM 2                          28.066 METERS 30109     |
 BK3044| CV8213 CARSON AZ MK                                       3454731.1 |
 BK3044|---------------------------------------------------------------------|
 BK3044
 BK3044                          SUPERSEDED SURVEY CONTROL
 BK3044
 BK3044  NAD 83(1986)-  30 44 44.06153(N)    093 19 06.52906(W) AD(       ) 1
 BK3044  NAD 27      -  30 44 43.35407(N)    093 19 05.93307(W) AD(       ) 1
 BK3044  NGVD 29 (07/19/86)   54.35   (m)          178.3    (f) LEVELING    3  
 BK3044
 BK3044.Superseded values are not recommended for survey control.
 BK3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3044.See file dsdata.txt to determine how the superseded data were derived.
 BK3044
 BK3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6951501448(NAD 83)
 BK3044_MARKER: DS = TRIANGULATION STATION DISK
 BK3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3044
 BK3044  HISTORY     - Date     Condition        Report By
 BK3044  HISTORY     - 1935     MONUMENTED       CGS
 BK3044  HISTORY     - 1936     GOOD             WPA
 BK3044  HISTORY     - 1941     GOOD             CGS
 BK3044  HISTORY     - 1975     POOR             USGS
 BK3044
 BK3044                          STATION DESCRIPTION
 BK3044
 BK3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3044'STATION IS ABOUT 7 MILES SSW OF DE RIDDER, IN SECTION 6, T 4
 BK3044'S, R 9 W, ON LAND WHICH HAS BEEN CLEARED OF PINE TREES AND
 BK3044'IS COVERED WITH STUMPS, ABOUT 1 MILE S OF CARSON, A SIDEING ON
 BK3044'THE KANSAS CITY, SOUTHERN RAILROAD.  STATION MARK IS ABOUT 75
 BK3044'YARDS SSE OF WHERE TRAIL CROSSES TRACKS, ABOUT 100 YARDS E OF
 BK3044'MILEPOST 50, 70 FEET E OF TRAIL, AND MARK PROJECTS 2 INCHES.
 BK3044'
 BK3044'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK3044'BRONZE DISKS SET IN CONCRETE.
 BK3044'
 BK3044'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 75 FEET E OF TRAIL
 BK3044'AND MARK PROJECTS 5 INCHES.
 BK3044'
 BK3044'REFERENCE MARK NO. 2 IS NW OF THE STATION, 18 FEET W OF TRAIL
 BK3044'AND MARK PROJECTS 6 INCHES.  DISTANCE BETWEEN REFERENCE MARKS
 BK3044'IS 130.65 FEET.
 BK3044'
 BK3044'AZIMUTH MARK IS NNW OF STATION, ABOUT 0.3 MILE NNW OF RAILROAD,
 BK3044'15 FEET E OF TRAIL LEADING TO STATION, AND MARK PROJECTS 6 INCHES.
 BK3044'
 BK3044'REACHED FROM DE RIDDER, BY GOING S ON STATE HIGHWAY 104 FOR
 BK3044'6.0 MILES TO A DIRT TRAIL LEADING S AND E TO AN OLD SAWDUST
 BK3044'BURNER AT THE OLD SITE OF CARSON, A SIDING ON THE KANSAS CITY
 BK3044'SOUTHERN RAILROAD.  FOLLOW TRAIL 0.55 MILE TO A POINT 50 YARDS
 BK3044'W OF BURNER WHERE TRAIL TURNS S.  TAKE TRAIL S, PASSING BETWEEN
 BK3044'FENCES AT HOUSE, AND CONTINUE ON ONLY TRAIL 1.2 MILES TO
 BK3044'RAILROAD TRACKS.  CONTINUE 0.1 MILE TO STATION ON E SIDE OF
 BK3044'TRAIL.
 BK3044'
 BK3044'A 126-FOOT SIGNAL AT LUDINGTON IS VISIBLE AT 20 FEET.
 BK3044'
 BK3044'A 126-FOOT SIGNAL AT DE RIDDER MAGNETIC IS VISIBLE AT 24 FEET.
 BK3044'
 BK3044'A 126-FOOT SIGNAL AT STRACNER IS VISIBLE AT 30 FEET.
 BK3044'
 BK3044'A 126-FOOT SIGNAL AT MARTIN IS VISIBLE AT 30 FEET.
 BK3044'
 BK3044'A 126-FOOT SIGNAL AT MERRYVILLE IS VISIBLE AT 50 FEET.
 BK3044'
 BK3044'A 126-FOOT SIGNAL AT TROUT IS VISIBLE AT 30 FEET.
 BK3044
 BK3044                          STATION RECOVERY (1936)
 BK3044
 BK3044'RECOVERY NOTE BY WORKS PROGRESS ADMINISTRATION 1936
 BK3044'ALL DATA IN ORIGINAL DESCRIPTION IS CORRECT.  THE OLD SAWDUST
 BK3044'BURNER MENTIONED IN THE ORIGINAL DESCRIPTION WILL PROBABLY BE
 BK3044'DISMANTLED AT AN EARLY DATE.  HOWEVER, THE CONCRETE FOUNDATIONS
 BK3044'OF THIS STRUCTURE CAN BE EASILY FOUND.
 BK3044
 BK3044                          STATION RECOVERY (1941)
 BK3044
 BK3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3044'STATION RECOVERED AS DESCRIBED EXCEPT THAT IT IS ADVISABLE
 BK3044'TO USE A DIFFERENT ROUTE TO THE STATION AS THERE ARE NOW FENCES
 BK3044'ACROSS THE ORIGINAL ROUTE.  COMPLETE NEW DESCRIPTION FOLLOWS--
 BK3044'STATION IS ABOUT 7 MILES SSW OF DE RIDDER, 1 MILE S OF CARSON,
 BK3044'A SIDING ON THE KANSAS CITY SOUTHERN RAILROAD IN SECTION 6, T
 BK3044'4 S, R 9 W, ON LAND WHICH HAS BEEN CLEARED OF PINE TREES AND
 BK3044'IS COVERED WITH STUMPS.
 BK3044'
 BK3044'STATION MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3044'IS ABOUT 100 YARDS E OF MILEPOST 50, ABOUT
 BK3044'75 YARDS E OF THE RAILROAD TRACKS AT NEAREST POINT, 70 FEET E OF
 BK3044'TRACK ROAD AND 7 FEET WNW OF REFERENCE POST.  IT IS STAMPED
 BK3044'CARSON 1935 AND PROJECTS ABOUT 4 INCHES.
 BK3044'
 BK3044'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3044'IS NNE OF THE STATION AND 75 YARDS E
 BK3044'OF TRACK ROAD.  IT IS STAMPED CARSON NO. 1 1935 AND PROJECTS
 BK3044'5 INCHES.
 BK3044'
 BK3044'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3044'IS NW OF THE STATION 18 FEET W OF THE
 BK3044'TRACK ROAD.  IT IS STAMPED CARSON NO. 2 1935 AND PROJECTS 6
 BK3044'INCHES.
 BK3044'
 BK3044'AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3044'IS 0.4 MILE NNW OF THE STATION, 0.3 MILE
 BK3044'NNW OF THE RAILROAD, 15 FEET E OF A TRACK ROAD LEADING NW.  IT
 BK3044'IS STAMPED CARSON 1935 AND PROJECTS 6 INCHES.
 BK3044'
 BK3044'TO REACH FROM DE RIDDER, GO W ON U.S. HIGHWAY 190 FOR 0.25 MILE
 BK3044'AND TURN LEFT, S ON STATE HIGHWAY 104, GO S ON THIS HIGHWAY
 BK3044'FOR 4.85 MILES AND TURN LEFT, E, OFF THE HIGHWAY, GO 0.1 MILE
 BK3044'CROSSING RAILROAD TRACK AND TURN RIGHT, S, ON TRACK ROAD WHICH
 BK3044'PARALLELS THE RAILROAD (THIS ROAD VERY BAD IN WET WEATHER),
 BK3044'GO 1.7 MILES TO CARSON RAILROAD SIDING AND CONTINUE S FOR 1.05
 BK3044'MILES TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 BK3044'
 BK3044'OBSERVATIONS TAKEN FROM A 90-FOOT TOWER.
 BK3044'
 BK3044'A 90-FOOT TOWER AT LUDINGTON APPEARS AT 35 FEET.
 BK3044'
 BK3044'A 103-FOOT TOWER AT MARTIN APPEARS AT 50 FEET.
 BK3044'
 BK3044'A 103-FOOT TOWER AT STATE SURVEY STATION D 3940 APPEARS AT
 BK3044'40 FEET.
 BK3044'
 BK3044'A 103-FOOT TOWER AT JUANITA APPEARS AT 35 FEET.
 BK3044
 BK3044                          STATION RECOVERY (1975)
 BK3044
 BK3044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JFS)
 BK3044'THE STATION MK. WAS FOUND DISTURBED. REF. MKS. LAND 2 FOUND IN GOOD
 BK3044'CONDITION.  ALL MKS. ARE IN THICK PINE TIMBER. AZ. MK. NOT SEARCHED
 BK3044'FOR.
 BK3044'
 BK3044'DIRECTION AND DISTANCE ABOUT 7 MILES S-SW OF DERIDDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3069 ***********************************************************************
 BK3069  DESIGNATION -  CARTER
 BK3069  PID         -  BK3069
 BK3069  STATE/COUNTY-  LA/BEAUREGARD
 BK3069  USGS QUAD   -  DERIDDER (1994)
 BK3069
 BK3069                         *CURRENT SURVEY CONTROL
 BK3069  ___________________________________________________________________
 BK3069* NAD 83(1992)-  30 51 05.64027(N)    093 21 13.28058(W)     ADJUSTED  
 BK3069* NAVD 88     -        61.2    (meters)     201.     (feet)  VERTCON   
 BK3069  ___________________________________________________________________
 BK3069  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BK3069  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK3069
 BK3069  HORZ ORDER  -  FIRST
 BK3069
 BK3069.The horizontal coordinates were established by classical geodetic methods
 BK3069.and adjusted by the National Geodetic Survey in January 1993..
 BK3069
 BK3069.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3069
 BK3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3069
 BK3069.The geoid height was determined by GEOID03.
 BK3069
 BK3069;                    North         East     Units Scale Factor Converg.
 BK3069;SPC LA S     -   262,370.913   806,752.297   MT  1.00003575   -1 00 36.7
 BK3069;SPC LA S     -   860,795.24  2,646,819.83   sFT  1.00003575   -1 00 36.7
 BK3069;UTM  15      - 3,413,205.517   466,182.410   MT  0.99961411   -0 10 53.0
 BK3069
 BK3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3069!SPC LA S     -   0.99999464  x   1.00003575  =   1.00003039
 BK3069!UTM  15      -   0.99999464  x   0.99961411  =   0.99960875
 BK3069
 BK3069|---------------------------------------------------------------------|
 BK3069| PID    Reference Object                     Distance      Geod. Az  |
 BK3069|                                                           dddmmss.s |
 BK3069| CV8219 CARTER RM 1                          44.961 METERS 03302     |
 BK3069| BK3015 WHITAKER                            APPROX.14.6 KM 1063151.7 |
 BK3069| BK3065 DERIDDER CROSBY CHEM INC STACK      APPROX. 7.1 KM 1135949.4 |
 BK3069| BK3066 DERIDDER CROSBY CHEM INC TANK       APPROX. 7.1 KM 1144732.4 |
 BK3069| BK3068 CARTER RM A 1966                     29.026 METERS 16634     |
 BK3069| CV8220 CARTER RM 2                          49.493 METERS 30811     |
 BK3069|---------------------------------------------------------------------|
 BK3069
 BK3069                          SUPERSEDED SURVEY CONTROL
 BK3069
 BK3069  NAD 83(1986)-  30 51 05.65260(N)    093 21 13.27580(W) AD(       ) 1
 BK3069  NAD 27      -  30 51 04.94353(N)    093 21 12.68237(W) AD(       ) 1
 BK3069  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 BK3069
 BK3069.Superseded values are not recommended for survey control.
 BK3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3069.See file dsdata.txt to determine how the superseded data were derived.
 BK3069
 BK3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6618213206(NAD 83)
 BK3069_MARKER: DS = TRIANGULATION STATION DISK
 BK3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3069
 BK3069  HISTORY     - Date     Condition        Report By
 BK3069  HISTORY     - 1966     MONUMENTED       CGS
 BK3069
 BK3069                          STATION DESCRIPTION
 BK3069
 BK3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3069'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF ROSEPINE,
 BK3069'3-1/2 MILES WEST OF DE RIDDER AND 1 MILE NORTH OF U.S. HIGHWAY
 BK3069'190, IN PASTURE LAND OWNED BY MR. PAUL CARTER.
 BK3069'
 BK3069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BK3069'190 AND 171 IN DE RIDDER, GO WEST ON HIGHWAY 190 FOR 4.0 MILES
 BK3069'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A
 BK3069'GRAVELED ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT.
 BK3069'
 BK3069'THE STATION MARK IS A STANDARD DISK STAMPED CARTER 1966, SET
 BK3069'IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND 18
 BK3069'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 160 FEET SOUTHWEST
 BK3069'OF A POWER POLE WITH TRANSFORMER, 158 FEET EAST OF A 16-INCH
 BK3069'LONE PINE TREE AND 117 FEET WEST OF THE CENTER OF THE GRAVELED
 BK3069'ROAD.
 BK3069'
 BK3069'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CARTER NO 1
 BK3069'1966, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 BK3069'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 36 FEET WEST
 BK3069'OF THE CENTER OF THE GRAVELED ROAD, 32 FEET SOUTHWEST OF A CHAIN
 BK3069'LINK FENCE CORNER AND 13 FEET SOUTHWEST OF THE POWER POLE
 BK3069'WITH TRANSFORMER.
 BK3069'
 BK3069'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CARTER NO 2
 BK3069'1966, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 BK3069'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 71 FEET SOUTH
 BK3069'OF A CHAIN LINK FENCE, 63 FEET NORTH OF A 14-INCH PINE TREE AND
 BK3069'3 FEET EAST OF A FENCE.
 BK3069'
 BK3069'NOTE--THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 BK3069'
 BK3069'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3068 ***********************************************************************
 BK3068  DESIGNATION -  CARTER RM A 1966
 BK3068  PID         -  BK3068
 BK3068  STATE/COUNTY-  LA/BEAUREGARD
 BK3068  USGS QUAD   -  DERIDDER (1994)
 BK3068
 BK3068                         *CURRENT SURVEY CONTROL
 BK3068  ___________________________________________________________________
 BK3068* NAD 83(1992)-  30 51 04.72354(N)    093 21 13.02677(W)     ADJUSTED  
 BK3068* NAVD 88     -        63.9    (meters)     210.     (feet)  VERTCON   
 BK3068  ___________________________________________________________________
 BK3068  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BK3068  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK3068
 BK3068  HORZ ORDER  -  FIRST
 BK3068
 BK3068.The horizontal coordinates were established by classical geodetic methods
 BK3068.and adjusted by the National Geodetic Survey in January 1993..
 BK3068
 BK3068.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3068
 BK3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3068
 BK3068.The geoid height was determined by GEOID03.
 BK3068
 BK3068;                    North         East     Units Scale Factor Converg.
 BK3068;SPC LA S     -   262,342.565   806,758.542   MT  1.00003568   -1 00 36.6
 BK3068;SPC LA S     -   860,702.23  2,646,840.32   sFT  1.00003568   -1 00 36.6
 BK3068;UTM  15      - 3,413,177.275   466,189.062   MT  0.99961410   -0 10 52.8
 BK3068
 BK3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3068!SPC LA S     -   0.99999421  x   1.00003568  =   1.00002989
 BK3068!UTM  15      -   0.99999421  x   0.99961410  =   0.99960831
 BK3068
 BK3068:                Primary Azimuth Mark                     Grid Az
 BK3068:SPC LA S     -  WHITAKER                                 107 26 32.4
 BK3068:UTM  15      -  WHITAKER                                 106 36 48.6
 BK3068
 BK3068|---------------------------------------------------------------------|
 BK3068| PID    Reference Object                     Distance      Geod. Az  |
 BK3068|                                                           dddmmss.s |
 BK3068| BK3015 WHITAKER                            APPROX.14.6 KM 1062555.8 |
 BK3068| BK3065 DERIDDER CROSBY CHEM INC STACK      APPROX. 7.1 KM 1134838.6 |
 BK3068| BK3066 DERIDDER CROSBY CHEM INC TANK       APPROX. 7.1 KM 1143626.1 |
 BK3068| BK3069 CARTER                               29.026 METERS 34634     |
 BK3068|---------------------------------------------------------------------|
 BK3068
 BK3068                          SUPERSEDED SURVEY CONTROL
 BK3068
 BK3068  NAD 83(1986)-  30 51 04.73577(N)    093 21 13.02196(W) AD(       ) 1
 BK3068  NAD 27      -  30 51 04.02678(N)    093 21 12.42854(W) AD(       ) 1
 BK3068  NGVD 29 (07/19/86)   64.1    (m)          210.     (f) VERT ANG       
 BK3068
 BK3068.Superseded values are not recommended for survey control.
 BK3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3068.See file dsdata.txt to determine how the superseded data were derived.
 BK3068
 BK3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6618913177(NAD 83)
 BK3068_MARKER: DS = TRIANGULATION STATION DISK
 BK3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3068+STABILITY: SURFACE MOTION
 BK3068
 BK3068  HISTORY     - Date     Condition        Report By
 BK3068  HISTORY     - 1966     MONUMENTED       CGS
 BK3068
 BK3068                          STATION DESCRIPTION
 BK3068
 BK3068'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3068'THE STATION IS ABOUT 7 MILES SOUTHWEST OF ROSEPINE, 3-1/2 MILES
 BK3068'WEST OF DE RIDDER, 1 MILE NORTH OF U.S. HIGHWAY 190, AND ON
 BK3068'PROPERTY OWNED BY MR. PAUL CARTER.
 BK3068'
 BK3068'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 BK3068'CARTER RM A 1966, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 BK3068'12 INCHES IN DIAMETER AND 14 INCHES BELOW THE GROUND SURFACE.  IT
 BK3068'IS 235 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 184
 BK3068'FEET EAST-SOUTHEAST OF A PINE TREE 16 INCHES IN DIAMETER, AND
 BK3068'78 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE TO A GRAVELED ROAD.
 BK3068'
 BK3068'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CARTER,
 BK3068'THE DISTANCE BEING 29.0264 METERS OR 95.231 FEET SOUTH-SOUTHEAST
 BK3068'OF CARTER.
 BK3068'
 BK3068'FOR ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR CARTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0830 ***********************************************************************
 AV0830  DESIGNATION -  CAS MANGROVE USGS 1924
 AV0830  PID         -  AV0830
 AV0830  STATE/COUNTY-  LA/CAMERON
 AV0830  USGS QUAD   -  HOLLY BEACH (1982)
 AV0830
 AV0830                         *CURRENT SURVEY CONTROL
 AV0830  ___________________________________________________________________
 AV0830* NAD 83(1992)-  29 46 01.40403(N)    093 24 45.48010(W)     ADJUSTED  
 AV0830* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0830  **This station is located in a subsidence area (see below).
 AV0830  ___________________________________________________________________
 AV0830  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0830  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AV0830
 AV0830  HORZ ORDER  -  THIRD
 AV0830
 AV0830.The horizontal coordinates were established by classical geodetic methods
 AV0830.and adjusted by the National Geodetic Survey in January 1993..
 AV0830
 AV0830 ** The orthometric height has not been validated since last determined
 AV0830 ** by differential leveling and should not be used for control purposes.
 AV0830 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0830 ** area with valid NAVD 88 orthometric heights.
 AV0830 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0830 ** epoch indicated which incorporates improved geoid heights for the
 AV0830 ** Southern Louisiana Subsidence area.
 AV0830 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0830.The orthometric height was scaled from a topographic map.
 AV0830
 AV0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0830
 AV0830.The geoid height was determined by GEOID03.
 AV0830
 AV0830;                    North         East     Units Scale Factor Converg.
 AV0830;SPC LA S     -   142,270.683   798,933.482   MT  0.99993402   -1 02 22.8
 AV0830;SPC LA S     -   466,766.40  2,621,167.60   sFT  0.99993402   -1 02 22.8
 AV0830;UTM  15      - 3,293,045.116   460,109.674   MT  0.99961963   -0 12 17.5
 AV0830
 AV0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0830!SPC LA S     -   1.00000405  x   0.99993402  =   0.99993807
 AV0830!UTM  15      -   1.00000405  x   0.99961963  =   0.99962367
 AV0830
 AV0830:                Primary Azimuth Mark                     Grid Az
 AV0830:SPC LA S     -  SUE BUM                                  270 02 08.6
 AV0830:UTM  15      -  SUE BUM                                  269 12 03.3
 AV0830
 AV0830|---------------------------------------------------------------------|
 AV0830| PID    Reference Object                     Distance      Geod. Az  |
 AV0830|                                                           dddmmss.s |
 AV0830| AV0855 SUE BUM                             APPROX.11.1 KM 2685945.8 |
 AV0830|---------------------------------------------------------------------|
 AV0830
 AV0830                          SUPERSEDED SURVEY CONTROL
 AV0830
 AV0830  NAD 83(1986)-  29 46 01.42874(N)    093 24 45.46386(W) AD(       ) 3
 AV0830  NAD 27      -  29 46 00.66300(N)    093 24 44.87800(W) AD(       ) 3
 AV0830
 AV0830.Superseded values are not recommended for survey control.
 AV0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0830.See file dsdata.txt to determine how the superseded data were derived.
 AV0830
 AV0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6011093045(NAD 83)
 AV0830_MARKER: DS = TRIANGULATION STATION DISK
 AV0830_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0830_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0830
 AV0830  HISTORY     - Date     Condition        Report By
 AV0830  HISTORY     - 1924     MONUMENTED       CGS
 AV0830  HISTORY     - 1933     SEE DESCRIPTION  CGS
 AV0830  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 AV0830
 AV0830                          STATION DESCRIPTION
 AV0830
 AV0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCJ)
 AV0830'AT A POINT ABOUT 4.1 MILES W OF THE W JETTY AT CALCASIEU PASS,
 AV0830'ON THE HARD GROUND, WHICH HAS BEEN THROWN UP BY THE SEA INTO
 AV0830'A SANDY LEVEE.  ABOUT 55 METERS FROM HIGH-WATER LINE AND 40
 AV0830'METERS FROM GRASS LINE, AND 2121 METERS E OF A TRAPPERS HUT
 AV0830'ON THE BEACH.
 AV0830'
 AV0830'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0830'IN CONCRETE AT THE TOP OF TILES WHICH ARE FASTENED BY MEANS
 AV0830'OF CONCRETE TO THE UPPER END OF LONG WOODEN PILES DRIVEN
 AV0830'INTO THE GROUND.
 AV0830'
 AV0830'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 AV0830
 AV0830                          STATION RECOVERY (1933)
 AV0830
 AV0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JML)
 AV0830'THE NAME FOR THIS STATION IS QUESTIONABLE AS POST IS NOT STAMPED,
 AV0830'SO POSITION ON AERIAL PHOTOGRAPH FOR THIS STATION SHOULD BE
 AV0830'CHECKED AGAINST COAST CHARTS FOR PROPER IDENTIFICATION.
 AV0830'
 AV0830'STATION MARK IS A CONCRETE POST WITH STANDARD COAST AND
 AV0830'GEODETIC TABLET (NOT STAMPED).
 AV0830'
 AV0830'NO REFERENCE MARK.
 AV0830'
 AV0830'POST IN GOOD CONDITION.
 AV0830'
 AV0830'INSTRUMENT CENTERED OVER STATION MARK AND ELEVATED 25 FEET.
 AV0830
 AV0830                          STATION RECOVERY (1949)
 AV0830
 AV0830'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (LL)
 AV0830'RECOVERED BY MAGNOLIA PETROL CO.
 AV0830'
 AV0830'THIS MARKER WAS SEARCHED FOR SEVERAL TIMES IN THE PAST 10
 AV0830'YEARS, BUT IT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6392 ***********************************************************************
 AH6392  DESIGNATION -  CASTLE
 AH6392  PID         -  AH6392
 AH6392  STATE/COUNTY-  LA/TERREBONNE
 AH6392  USGS QUAD   -  HOUMA (1980)
 AH6392
 AH6392                         *CURRENT SURVEY CONTROL
 AH6392  ___________________________________________________________________
 AH6392* NAD 83(1992)-  29 33 40.47405(N)    090 38 16.64677(W)     ADJUSTED  
 AH6392* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6392  **This station is located in a subsidence area (see below).
 AH6392  ___________________________________________________________________
 AH6392  X           -     -61,821.604 (meters)                     COMP
 AH6392  Y           -  -5,552,048.489 (meters)                     COMP
 AH6392  Z           -   3,128,149.775 (meters)                     COMP
 AH6392  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6392  ELLIP HEIGHT-         -23.35  (meters)          (02/21/02) GPS OBS
 AH6392  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6392
 AH6392  HORZ ORDER  -  FIRST
 AH6392  ELLP ORDER  -  FIFTH     CLASS I
 AH6392
 AH6392.The horizontal coordinates were established by GPS observations
 AH6392.and adjusted by the National Geodetic Survey in December 1998..
 AH6392
 AH6392 ** The orthometric height has not been validated since last determined
 AH6392 ** by differential leveling and should not be used for control purposes.
 AH6392 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6392 ** area with valid NAVD 88 orthometric heights.
 AH6392 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6392 ** epoch indicated which incorporates improved geoid heights for the
 AH6392 ** Southern Louisiana Subsidence area.
 AH6392 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6392.The orthometric height was determined by GPS observations and a
 AH6392.high-resolution geoid model.
 AH6392
 AH6392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6392
 AH6392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6392
 AH6392.The ellipsoidal height was determined by GPS observations
 AH6392.and is referenced to NAD 83.
 AH6392
 AH6392.The geoid height was determined by GEOID03.
 AH6392
 AH6392;                    North         East     Units Scale Factor Converg.
 AH6392;SPC LA S     -   117,838.317 1,067,383.962   MT  0.99995498   +0 20 51.7
 AH6392;SPC LA S     -   386,607.88  3,501,908.88   sFT  0.99995498   +0 20 51.7
 AH6392;UTM  15      - 3,272,497.134   728,842.505   MT  1.00024621   +1 09 57.0
 AH6392
 AH6392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6392!SPC LA S     -   1.00000367  x   0.99995498  =   0.99995865
 AH6392!UTM  15      -   1.00000367  x   1.00024621  =   1.00024988
 AH6392
 AH6392:                Primary Azimuth Mark                     Grid Az
 AH6392:SPC LA S     -  F 222                                    116 46 18.2
 AH6392:UTM  15      -  F 222                                    115 57 12.9
 AH6392
 AH6392|---------------------------------------------------------------------|
 AH6392| PID    Reference Object                     Distance      Geod. Az  |
 AH6392|                                                           dddmmss.s |
 AH6392| AU1446 F 222                               APPROX. 0.5 KM 1170709.9 |
 AH6392|---------------------------------------------------------------------|
 AH6392
 AH6392                          SUPERSEDED SURVEY CONTROL
 AH6392
 AH6392  ELLIP H (12/17/98)  -23.28   (m)                       GP(       ) 4 2
 AH6392
 AH6392.Superseded values are not recommended for survey control.
 AH6392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6392.See file dsdata.txt to determine how the superseded data were derived.
 AH6392
 AH6392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2884372497(NAD 83)
 AH6392_MARKER: I = METAL ROD
 AH6392_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6392_STAMPING: CASTLE
 AH6392_MARK LOGO: LA-109
 AH6392_PROJECTION: RECESSED 10 CENTIMETERS
 AH6392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6392+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6392_ROD/PIPE-DEPTH: 18.3 meters
 AH6392_SLEEVE-DEPTH  :  0.9 meters
 AH6392
 AH6392  HISTORY     - Date     Condition        Report By
 AH6392  HISTORY     - 1995     MONUMENTED       MPHI
 AH6392
 AH6392                          STATION DESCRIPTION
 AH6392
 AH6392'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6392'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6392'24 FOR 6.4 MI (10.3 KM) AND THE STATION IS ON THE RIGHT.  THE STATION
 AH6392'IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 26.3
 AH6392'FT (8.0 M) SOUTHWEST FROM THE CENTERLINE OF HWY 24, 69.5 FT (21.2 M)
 AH6392'NORTHEAST FROM THE WATERS EDGE, 168.9 FT (51.5 M) SOUTHEAST FROM THE
 AH6392'FIRE HYDRANT, AND 108.2 FT (33.0 M) SOUTH FROM THE CENTERLINE OF THE
 AH6392'GATE TO THE 4TH HOUSE SOUTH OF SOUTH TERREBONNE HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3078 ***********************************************************************
 CQ3078  DESIGNATION -  CASTOR
 CQ3078  PID         -  CQ3078
 CQ3078  STATE/COUNTY-  LA/BIENVILLE
 CQ3078  USGS QUAD   -  SPARTA (1986)
 CQ3078
 CQ3078                         *CURRENT SURVEY CONTROL
 CQ3078  ___________________________________________________________________
 CQ3078* NAD 83(1992)-  32 18 19.55752(N)    093 06 08.69803(W)     ADJUSTED  
 CQ3078* NAVD 88     -       108.5    (meters)     356.     (feet)  VERTCON   
 CQ3078  ___________________________________________________________________
 CQ3078  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CQ3078  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3078
 CQ3078  HORZ ORDER  -  FIRST
 CQ3078
 CQ3078.The horizontal coordinates were established by classical geodetic methods
 CQ3078.and adjusted by the National Geodetic Survey in January 1993..
 CQ3078
 CQ3078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3078
 CQ3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3078
 CQ3078.The geoid height was determined by GEOID03.
 CQ3078
 CQ3078;                    North         East     Units Scale Factor Converg.
 CQ3078;SPC LA N     -   200,336.809   943,269.155   MT  0.99993756   -0 19 06.6
 CQ3078;SPC LA N     -   657,271.68  3,094,708.89   sFT  0.99993756   -0 19 06.6
 CQ3078;UTM  15      - 3,574,296.020   490,358.454   MT  0.99960115   -0 03 17.0
 CQ3078
 CQ3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3078!SPC LA N     -   0.99998700  x   0.99993756  =   0.99992456
 CQ3078!UTM  15      -   0.99998700  x   0.99960115  =   0.99958816
 CQ3078
 CQ3078:                Primary Azimuth Mark                     Grid Az
 CQ3078:SPC LA N     -  SAILES                                   009 18 33.1
 CQ3078:UTM  15      -  SAILES                                   009 02 43.5
 CQ3078
 CQ3078|---------------------------------------------------------------------|
 CQ3078| PID    Reference Object                     Distance      Geod. Az  |
 CQ3078|                                                           dddmmss.s |
 CQ3078| CQ3075 SAILES                              APPROX.14.3 KM 0085926.5 |
 CQ3078| CX5561 CASTOR AZ MK                                       0830511.7 |
 CQ3078| CX5562 CASTOR RM 1                          28.890 METERS 17257     |
 CQ3078| CX5563 CASTOR RM 2                          31.778 METERS 24705     |
 CQ3078| CQ3122 RINGGOLD MUNICIPAL TANK             APPROX.17.5 KM 2784554.8 |
 CQ3078| CQ3074 SAILES LOOKOUT TOWER LADC           APPROX. 8.6 KM 3493945.8 |
 CQ3078|---------------------------------------------------------------------|
 CQ3078
 CQ3078                          SUPERSEDED SURVEY CONTROL
 CQ3078
 CQ3078  NAD 83(1986)-  32 18 19.57122(N)    093 06 08.68975(W) AD(       ) 1
 CQ3078  NAD 27      -  32 18 19.00400(N)    093 06 08.10400(W) AD(       ) 1
 CQ3078  NGVD 29 (07/19/86)  108.6    (m)          356.     (f) VERT ANG       
 CQ3078
 CQ3078.Superseded values are not recommended for survey control.
 CQ3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3078.See file dsdata.txt to determine how the superseded data were derived.
 CQ3078
 CQ3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9035874296(NAD 83)
 CQ3078_MARKER: DS = TRIANGULATION STATION DISK
 CQ3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3078
 CQ3078  HISTORY     - Date     Condition        Report By
 CQ3078  HISTORY     - 1941     MONUMENTED       CGS
 CQ3078  HISTORY     - 1971     GOOD             NGS
 CQ3078
 CQ3078                          STATION DESCRIPTION
 CQ3078
 CQ3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3078'STATION IS ABOUT 5 MILES NE OF CASTOR ON TOP OF A HIGH TIMBERED
 CQ3078'RIDGE, 50 FEET W OF A TRIANGLE BLAZED PINE TREE, 42.5 FEET
 CQ3078'W OF THE CENTER OF A DIRT ROAD, 31 FEET W OF A 14-INCH PINE
 CQ3078'TREE WITH BLAZED TRIANGLE AND 50 FEET NE OF A LONE PINE TREE.
 CQ3078'IT IS STAMPED CASTOR 1941 AND PROJECTS 6 INCHES.
 CQ3078'
 CQ3078'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ3078'BRONZE DISKS SET IN CONCRETE.
 CQ3078'
 CQ3078'REFERENCE MARK NO. 1 IS STAMPED CASTOR NO. 1 1941 AND PROJECTS
 CQ3078'4 INCHES.  IT IS 55.5 FEET SE OF A LONE 16-INCH PINE TREE.
 CQ3078'
 CQ3078'REFERENCE MARK NO. 2 IS STAMPED CASTOR NO. 2 1941 AND PROJECTS
 CQ3078'6 INCHES.  IT IS 73 FEET WNW OF A LONE 16-INCH PINE TREE.
 CQ3078'
 CQ3078'AZIMUTH MARK IS STAMPED CASTOR 1941 AND PROJECTS 6 INCHES.
 CQ3078'IT IS ABOUT 0.05 MILE ENE OF A FORK IN THE WOODS ROAD AND
 CQ3078'42 FEET S OF A TRIANGLE BLAZED 10-INCH PINE TREE.
 CQ3078'
 CQ3078'TO REACH THE STATION FROM THE DEPOT IN CASTOR GO NE AND E
 CQ3078'ON PAVED STATE HIGHWAY 99-1/2 FOR 2.6 MILES TO A DIRT CROSS ROAD,
 CQ3078'TURN LEFT ON GRADED DIRT ROAD AND GO NORTHEASTERLY FOR 0.85
 CQ3078'MILE TO A FORK, TAKE RIGHT FORK AND GO NE AND E FOR 0.95
 CQ3078'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO N FOR 0.35 MILE
 CQ3078'TO FARM BUILDINGS ON THE LEFT, CONTINUE NORTHERLY ON MAIN
 CQ3078'GRADED DIRT ROAD KEEPING LEFT AT FORK FOR 0.85 MILE TO A DIM
 CQ3078'ROAD GOING RIGHT AT A SIGN CCC FIREBREAK NO. 16 AND A TRIANGLE
 CQ3078'BLAZE ON THE LEFT, THENCE RIGHT, EASTERLY, UPHILL ON THE
 CQ3078'FIREBREAK ROAD FOR 0.6 MILE TO AN OPEN PARK WITH A LONE PINE
 CQ3078'TREE IN THE CENTER AND STATION.  TO REACH THE AZIMUTH
 CQ3078'MARK CONTINUE ON THE FIREBREAK ROAD EASTERLY FOR 0.15 MILE
 CQ3078'TO A FORK AND TRIANGLE BLAZE ON A PINE TREE, THENCE LEFT
 CQ3078'FORK FOR 0.05 MILE TO MARK JUST S OF ANOTHER TRIANGLE
 CQ3078'BLAZED PINE TREE.
 CQ3078'
 CQ3078'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CQ3078
 CQ3078                          STATION RECOVERY (1971)
 CQ3078
 CQ3078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ3078'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 CQ3078'
 CQ3078'AZIMUTH MARK NOT VISIBLE FROM THE GROUND OR THE TOP OF
 CQ3078'TOWER, DUE TO THE GROWTH OF THE TREES.  NO SUITABLE PLACE
 CQ3078'FOR A NEW AZIMUTH MARK TO BE ESTABLISHED.
 CQ3078'
 CQ3078'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2
 CQ3078'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 CQ3078'CONDITION.  THE DISTANCES AND DIRECTIONS CHECKED FAVORABLE
 CQ3078'WITH THE EXCEPTION OF THE DISTANCE TO REFERENCE MARK 1, WAS
 CQ3078'CONFIRMED TO BE 0.038 METER LESS THAN THE OLD MEASUREMENT.
 CQ3078'
 CQ3078'A NEW DESCRIPTION FOLLOWS--
 CQ3078'
 CQ3078'THE STATION IS LOCATED ABOUT 4-3/4 MILES NORTHEAST OF CASTOR
 CQ3078'IN SECTION 8, T 15 N, R 7 W AND ON THE PROPERTY OF THE BODCAW
 CQ3078'COMPANY, POST OFFICE BOX 358, GOODPINE, LOUISIANA, 71337.
 CQ3078'
 CQ3078'TO REACH THE STATION FROM THE POST OFFICE IN CASTOR, GO
 CQ3078'NORTHEAST ON STATE HIGHWAY 4 FOR 2.5 MILES TO A CROSSROAD
 CQ3078'AND SIGN ON THE RIGHT, OLD CASTOR CEMETERY.  TURN LEFT AND GO
 CQ3078'NORTHERLY ON A GRADED ROAD FOR 1.35 MILES TO A FORK.  TURN
 CQ3078'LEFT ON LEFT FORK AND GO NORTHEASTERLY FOR 0.45 MILE
 CQ3078'TO A TRACK ROAD LEFT.  TURN LEFT AND GO NORTHERLY FOR 0.55
 CQ3078'MILE TO A FORK.  TURN LEFT AND GO NORTH FOR 0.2 MILE
 CQ3078'TO A FORK.  TURN RIGHT ON MAIN TRAVELED ROAD AND GO NORTHEAST
 CQ3078'FOR 0.5 MILE TO A PINE TREE WITH A TRIANGLE BLAZE ON THE
 CQ3078'LEFT AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 CQ3078'AND NORTH UP HILL ON TRACK ROAD FOR 0.4 MILE TO A DIM WOODS
 CQ3078'ROAD INTERSECTION.  TURN LEFT AND GO NORTHERLY ON TRACK
 CQ3078'ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CQ3078'
 CQ3078'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND
 CQ3078'NORTHERLY ON THE TRACK ROAD FOR 0.2 MILE TO A DIM WOODS
 CQ3078'ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON DIM WOODS ROAD FOR
 CQ3078'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CQ3078'
 CQ3078'THE STATION MARKS ARE STANDARD DISKS STAMPED CASTOR 1941.  THE
 CQ3078'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CQ3078'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ3078'89 FEET EAST OF THE TRACK ROAD, 38 FEET SOUTH OF A 10-INCH
 CQ3078'PINE TREE, 31 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD
 CQ3078'AND 4 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE
 CQ3078'UNDER GROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 CQ3078'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.  (NOTE 1A 7A)
 CQ3078'
 CQ3078'REFERENCE MARK 1, A STANDARD DISK STAMPED CASTOR NO 1 1941,
 CQ3078'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CQ3078'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET
 CQ3078'SOUTH OF A TRACK ROAD, 6 FEET EAST NORTHEAST OF A 6-INCH PINE
 CQ3078'TREE AND 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  (NOTE
 CQ3078'11A)
 CQ3078'
 CQ3078'REFERENCE MARK 2, A STANDARD DISK STAMPED CASTOR NO 2 1941,
 CQ3078'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CQ3078'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET
 CQ3078'SOUTH OF AN 8-INCH PINE TREE, 7 FEET NORTHEAST OF A 14-INCH
 CQ3078'PINE TREE AND 6 FEET WEST OF A TRACK ROAD.  (NOTE 11A)
 CQ3078'
 CQ3078'HEIGHT OF LIGHT ABOVE STATION MARK 85.9 FEET.
 CQ3078'
 CQ3078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3078'4-3/4 MILES NORTHEAST OF CASTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0670 ***********************************************************************
 AV0670  DESIGNATION -  CAT
 AV0670  PID         -  AV0670
 AV0670  STATE/COUNTY-  LA/VERMILION
 AV0670  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0670
 AV0670                         *CURRENT SURVEY CONTROL
 AV0670  ___________________________________________________________________
 AV0670* NAD 83(1992)-  29 56 50.60985(N)    092 17 00.83144(W)     ADJUSTED  
 AV0670* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 AV0670  **This station is located in a subsidence area (see below).
 AV0670  ___________________________________________________________________
 AV0670  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0670  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AV0670
 AV0670  HORZ ORDER  -  SECOND
 AV0670
 AV0670.The horizontal coordinates were established by classical geodetic methods
 AV0670.and adjusted by the National Geodetic Survey in January 1993..
 AV0670
 AV0670 ** The orthometric height has not been validated since last determined
 AV0670 ** by differential leveling and should not be used for control purposes.
 AV0670 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0670 ** area with valid NAVD 88 orthometric heights.
 AV0670 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0670 ** epoch indicated which incorporates improved geoid heights for the
 AV0670 ** Southern Louisiana Subsidence area.
 AV0670 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0670
 AV0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0670
 AV0670.The geoid height was determined by GEOID03.
 AV0670
 AV0670;                    North         East     Units Scale Factor Converg.
 AV0670;SPC LA S     -   160,815.419   908,275.253   MT  0.99992618   -0 28 30.5
 AV0670;SPC LA S     -   527,608.59  2,979,899.73   sFT  0.99992618   -0 28 30.5
 AV0670;UTM  15      - 3,313,171.727   569,135.894   MT  0.99965897   +0 21 27.6
 AV0670
 AV0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0670!SPC LA S     -   1.00000375  x   0.99992618  =   0.99992993
 AV0670!UTM  15      -   1.00000375  x   0.99965897  =   0.99966272
 AV0670
 AV0670|---------------------------------------------------------------------|
 AV0670| PID    Reference Object                     Distance      Geod. Az  |
 AV0670|                                                           dddmmss.s |
 AV0670| CV8798 CAT RM 1                             10.380 METERS 13513     |
 AV0670| AV0669 KAPLAN TRUNKLINE GAS MAST           APPROX. 6.6 KM 1755807.6 |
 AV0670| CV8797 CAT AZ MK                                          2774750.9 |
 AV0670| AV0671 CAT LDH 1974 RM 2                    15.014 METERS 30307     |
 AV0670|---------------------------------------------------------------------|
 AV0670
 AV0670                          SUPERSEDED SURVEY CONTROL
 AV0670
 AV0670  NAD 83(1986)-  29 56 50.62935(N)    092 17 00.82514(W) AD(       ) 2
 AV0670  NAD 27      -  29 56 49.88414(N)    092 17 00.35887(W) AD(       ) 2
 AV0670  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AV0670
 AV0670.Superseded values are not recommended for survey control.
 AV0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0670.See file dsdata.txt to determine how the superseded data were derived.
 AV0670
 AV0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6913613172(NAD 83)
 AV0670_MARKER: DD = SURVEY DISK
 AV0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0670
 AV0670  HISTORY     - Date     Condition        Report By
 AV0670  HISTORY     - 1974     MONUMENTED       NGS
 AV0670
 AV0670                          STATION DESCRIPTION
 AV0670
 AV0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RT)
 AV0670'THE STATION IS LOCATED 3.5 MILES SOUTH OF KAPLAN, 9 MILES
 AV0670'WEST-SOUTHWEST OF ABBEVILLE, AND 8 MILES NORTH OF FORKED ISLAND,
 AV0670'IN THE NORTHWEST QUARTER OF SECTION 5, T13S, R2E, AND ON THE
 AV0670'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AV0670'
 AV0670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND 35
 AV0670'IN KAPLAN, DRIVE SOUTH ON STATE HIGHWAY 35 FOR 3.7 MILES TO THE
 AV0670'JUNCTION WITH STATE HIGHWAY 335.  THE STATION IS SET IN THE
 AV0670'SOUTHWEST QUADRANT OF THE INTERSECTION NEAR A FENCE.
 AV0670'
 AV0670'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 AV0670'HIGHWAY 335 FOR 0.3 MILE.  THE MARK IS SET ON THE RIGHT AND NORTH OF
 AV0670'THE HIGHWAY NEAR A CULVERT AND A POWER POLE.
 AV0670'
 AV0670'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0670'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0670'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 AV0670'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0670'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AV0670'STAMPED CAT 1974.  THE MARK IS 62 FEET SOUTH OF THE CENTER OF STATE
 AV0670'HIGHWAY 335, 91 FEET WEST OF THE CENTER OF STATE HIGHWAY 35, 41
 AV0670'FEET NORTHWEST OF A TELEPHONE CABLE JUNCTION BOX, 35 FEET SOUTHEAST
 AV0670'OF A HIGHWAY RIGHT-OF-WAY MARKER, 3 FEET EAST OF A FENCE AND 1.5
 AV0670'FEET EAST OF A METAL WITNESS POST AND SIGN.
 AV0670'
 AV0670'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0670'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0670'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0670'STAMPED CAT RM 1 1974.  IT IS 64 FEET WEST OF THE CENTER OF STATE
 AV0670'HIGHWAY 35, 47 FEET NORTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 AV0670'6 FEET NORTHWEST OF A TELEPHONE CABLE JUNCTION BOX, AND 3
 AV0670'FEET EAST OF A FENCE.
 AV0670'
 AV0670'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0670'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0670'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0670'STAMPED CAT RM 2 1974.  IT IS 80 FEET EAST OF A SHELL DRIVE TO A
 AV0670'HOUSE, 38 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 335, 16 FEET
 AV0670'WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 15 FEET WEST OF A FENCE
 AV0670'CORNER AND 2 FEET NORTH OF A FENCE.
 AV0670'
 AV0670'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AV0670'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0670'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0670'STAMPED CAT AZ. MK. 1974.  IT IS 39 FEET NORTH OF THE CENTER OF
 AV0670'STATE HIGHWAY 335, 28 FEET NORTHWEST OF THE WEST END OF A
 AV0670'CONCRETE SIDE-DRAIN, 27 FEET EAST OF A POWER POLE WITH A
 AV0670'TRANSFORMER ATTACHED, 2 FEET SOUTH OF A FENCE AND 1.5 FEET SOUTH OF
 AV0670'A METAL WITNESS POST AND SIGN.
 AV0670'
 AV0670'NEAREST TOWN--KAPLAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3813 ***********************************************************************
 BJ3813  DESIGNATION -  CAT
 BJ3813  PID         -  BJ3813
 BJ3813  STATE/COUNTY-  LA/LIVINGSTON
 BJ3813  USGS QUAD   -  FROST (1980)
 BJ3813
 BJ3813                         *CURRENT SURVEY CONTROL
 BJ3813  ___________________________________________________________________
 BJ3813* NAD 83(1992)-  30 28 16.88053(N)    090 38 33.24192(W)     ADJUSTED  
 BJ3813* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 BJ3813  ___________________________________________________________________
 BJ3813  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ3813  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3813
 BJ3813  HORZ ORDER  -  FIRST
 BJ3813
 BJ3813.The horizontal coordinates were established by classical geodetic methods
 BJ3813.and adjusted by the National Geodetic Survey in January 1993..
 BJ3813
 BJ3813.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3813
 BJ3813.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3813
 BJ3813.The geoid height was determined by GEOID03.
 BJ3813
 BJ3813;                    North         East     Units Scale Factor Converg.
 BJ3813;SPC LA S     -   218,715.850 1,066,329.132   MT  0.99995935   +0 20 43.4
 BJ3813;SPC LA S     -   717,570.25  3,498,448.16   sFT  0.99995935   +0 20 43.4
 BJ3813;UTM  15      - 3,373,379.151   726,317.998   MT  1.00023192   +1 11 45.5
 BJ3813
 BJ3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3813!SPC LA S     -   1.00000265  x   0.99995935  =   0.99996200
 BJ3813!UTM  15      -   1.00000265  x   1.00023192  =   1.00023457
 BJ3813
 BJ3813|---------------------------------------------------------------------|
 BJ3813| PID    Reference Object                     Distance      Geod. Az  |
 BJ3813|                                                           dddmmss.s |
 BJ3813| CW1186 CAT RM 1                             36.835 METERS 06853     |
 BJ3813| BJ4360 SPRINGVILLE LOT                     APPROX. 3.8 KM 2015934.8 |
 BJ3813| CW1187 CAT RM 2                             36.622 METERS 20514     |
 BJ3813| BJ4635 LIVINGSTON MUN TANK                 APPROX.10.2 KM 2890721.8 |
 BJ3813| BJ3809 CAT AZ MK                           APPROX. 0.6 KM 3175311.7 |
 BJ3813| BJ3812 32 E 005                            338.787 METERS 35656     |
 BJ3813|---------------------------------------------------------------------|
 BJ3813
 BJ3813                          SUPERSEDED SURVEY CONTROL
 BJ3813
 BJ3813  NAD 83(1986)-  30 28 16.89742(N)    090 38 33.23981(W) AD(       ) 1
 BJ3813  NAD 27      -  30 28 16.20927(N)    090 38 32.90508(W) AD(       ) 1
 BJ3813  NGVD 29 (07/19/86)   10.1    (m)           33.     (f) VERT ANG       
 BJ3813
 BJ3813.Superseded values are not recommended for survey control.
 BJ3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3813.See file dsdata.txt to determine how the superseded data were derived.
 BJ3813
 BJ3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2631873379(NAD 83)
 BJ3813_MARKER: DE = TRAVERSE STATION DISK
 BJ3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3813_SP_SET: CONCRETE POST
 BJ3813_STAMPING: CAT 1970
 BJ3813_MARK LOGO: LADH  
 BJ3813_PROJECTION: FLUSH
 BJ3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3813+STABILITY: SURFACE MOTION
 BJ3813
 BJ3813  HISTORY     - Date     Condition        Report By
 BJ3813  HISTORY     - 1970     MONUMENTED       NGS
 BJ3813  HISTORY     - 1973     GOOD             NGS
 BJ3813  HISTORY     - 1973     GOOD             NGS
 BJ3813  HISTORY     - 1984     GOOD             LADTD
 BJ3813
 BJ3813                          STATION DESCRIPTION
 BJ3813
 BJ3813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3813'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF FENCE POST ON LINE.
 BJ3813'
 BJ3813'THE STATION MARK IS LOCATED ABOUT 6-3/4 MILES NORTHWEST OF
 BJ3813'SPRINGFIELD, 6-3/4 MILES SOUTHEAST OF LIVINGSTON, 4 MILES SOUTHWEST
 BJ3813'OF ALBANY, 3 MILES SOUTH-SOUTHEAST OF HOLDEN AND 1/4 MILE SOUTH OF
 BJ3813'INTERSTATE HIGHWAY 12 ON STATE HIGHWAY RIGHT-OF-WAY.
 BJ3813'
 BJ3813'TO REACH THE STATION MARK FROM THE JUNCTION WITH US HIGHWAY 190 AND
 BJ3813'STATE HIGHWAY 441 IN HOLDEN, GO SOUTHEASTERLY ON STATE HIGHWAY 441
 BJ3813'FOR 2.6 MILES TO THE OVERPASS AT INTERSTATE HIGHWAY 12.  CONTINUE
 BJ3813'SOUTH ON STATE HIGHWAY 441 FOR 0.25 MILE TO A CROSSROAD AND STATION
 BJ3813'ON THE LEFT.
 BJ3813'
 BJ3813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 BJ3813'441 FOR 0.25 MILE TO THE OVERPASS AT INTERSTATE HIGHWAY 12.
 BJ3813'CONTINUE NORTH ON STATE HIGHWAY 441 FOR 0.2 MILE TO A SERVICE ROAD
 BJ3813'LEFT.  TURN LEFT AND GO WEST ON SERVICE ROAD FOR 0.35 MILE TO THE
 BJ3813'AZIMUTH MARK ON THE RIGHT.
 BJ3813'
 BJ3813'THE STATION MARK IS A STANDARD DISK, STAMPED CAT 1970, SET IN THE TOP
 BJ3813'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3813'SURFACE OF THE GROUND.  IT IS 82 FEET EAST OF THE CENTER OF STATE
 BJ3813'HIGHWAY 441, 63 FEET NORTH OF THE CENTER OF A SERVICE ROAD AND 19
 BJ3813'FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ3813'
 BJ3813'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAT NO 1 1970, SET IN
 BJ3813'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ3813'INCHES. IT IS 33 FEET NORTHEAST OF A FENCE CORNER, 17 FEET NORTHWEST
 BJ3813'OF THE CENTER OF A SERVICE ROAD AND 0.9 FOOT SOUTHEAST OF A FENCE.
 BJ3813'
 BJ3813'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAT NO 2 1970, CEMENTED
 BJ3813'IN A DRILLED HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL.  IT IS
 BJ3813'42 FEET SOUTH OF THE CENTER OF THE SERVICE ROAD, 29 FEET EAST OF THE
 BJ3813'CENTER OF STATE HIGHWAY 441 AND 22 FEET NORTH OF THE SERVICE ROAD
 BJ3813'SIGN.
 BJ3813'
 BJ3813'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAT 1970, CEMENTED IN A
 BJ3813'DRILLED HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL.  IT IS 48
 BJ3813'FEET SOUTH OF HIGHWAY RIGHT-OF-WAY FENCE AND 23 FEET NORTH OF THE
 BJ3813'WEST BOUND LANE OF THE ENTRANCE TO INTERSTATE HIGHWAY 12.
 BJ3813'
 BJ3813'HEIGHT OF LIGHT ABOVE STATION MARK 38.52 METERS.
 BJ3813
 BJ3813                          STATION RECOVERY (1973)
 BJ3813
 BJ3813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ3813'NO MEASUREMENT BETWEEN RMS DUE TO FENCE POST ON LINE.
 BJ3813'
 BJ3813'THE STATION WAS VISITED 8/7/73 AND THE STATION MARK, AZIMUTH MARK,
 BJ3813'AND RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
 BJ3813'
 BJ3813'THE STATION IS LOCATED 7 MILES NORTHWEST OF SPRINGFIELD, AND 7 MILES
 BJ3813'SOUTHEAST OF LIVINGSTON, IN THE NORTHEAST QUARTER OF SECTION 6, T7S,
 BJ3813'R6E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3813'IT IS 82 FEET EAST OF THE CENTER OF STATE HIGHWAY 441, 63 FEET
 BJ3813'NORTH OF THE CENTER OF A SERVICE ROAD, AND 19 FEET SOUTH OF A METAL
 BJ3813'WITNESS POST AND SIGN.
 BJ3813'
 BJ3813'IT IS A STANDARD TRIANGULATION DISK, STAMPED CAT 1970, FLUSH WITH THE
 BJ3813'GROUND.
 BJ3813'
 BJ3813'REFERENCE MARK NO. 1 IS 120.85 FEET NORTHEAST OF THE STATION.  IT IS
 BJ3813'33 FEET NORTHEAST OF A FENCE CORNER, 17 FEET NORTHWEST OF THE CENTER
 BJ3813'OF A SERVICE ROAD, AND 1 FOOT SOUTHEAST OF A FENCE.  IT IS A
 BJ3813'STANDARD DISK, STAMPED CAT NO. 1 1970, PROJECTING 6 INCHES.
 BJ3813'
 BJ3813'REFERENCE MARK NO. 2 IS 120.15 FEET SOUTH-SOUTHWEST OF THE STATION.
 BJ3813'IT IS 42 FEET SOUTH OF THE CENTER OF THE SERVICE ROAD, 29 FEET EAST
 BJ3813'OF THE CENTER OF STATE HIGHWAY 441, AND 22 FEET NORTH OF THE
 BJ3813'SERVICE ROAD SIGN.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ3813'CAT NO. 2 1970, CEMENTED IN A DRILL HOLE IN A CONCRETE CULVERT
 BJ3813'HEADWALL.
 BJ3813'
 BJ3813'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION.  IT IS 48 FEET
 BJ3813'SOUTH OF THE RIGHT-OF-WAY FENCE AND 23 FEET NORTH OF THE WESTBOUND
 BJ3813'LANE OF THE ENTRANCE TO INTERSTATE 12.  IT IS A STANDARD AZIMUTH
 BJ3813'MARK DISK, STAMPED CAT 1970, CEMENTED IN A DRILL HOLE IN A CONCRETE
 BJ3813'CULVERT HEADWALL.
 BJ3813'
 BJ3813'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ3813'HIGHWAY 441 IN HOLDEN, GO SOUTHEASTERLY ON STATE HIGHWAY 441 FOR 2.6
 BJ3813'MILES TO THE OVERPASS AT INTERSTATE 12.  CONTINUE SOUTH ON STATE
 BJ3813'HIGHWAY 441 FOR 0.25 MILE TO A CROSSROAD AND THE STATION, WHICH IS
 BJ3813'ON THE LEFT.
 BJ3813'
 BJ3813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 BJ3813'OF ALBANY.
 BJ3813
 BJ3813                          STATION RECOVERY (1973)
 BJ3813
 BJ3813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ3813'NO MEASUREMENT R.M. 1 TO R.M. 2 BECAUSE OF FENCE POSTS.
 BJ3813'
 BJ3813'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 BJ3813'DISTANCES AND DIRECTIONS TO ALL MARKS COMPARED FAVORABLY WITH THE
 BJ3813'1970 DATA AND THE 1970 ROUTE TO THE STATION IS STILL VALID.
 BJ3813
 BJ3813                          STATION RECOVERY (1984)
 BJ3813
 BJ3813'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3813'4.6 KM (2.85 MI) SE FROM HOLDEN.
 BJ3813'ABOUT 4.2 KM (2.6 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 441 FROM THE
 BJ3813'JUNCTION OF US HIGHWAY 190 AND STATE HIGHWAY 441 IN HOLDEN TO THE
 BJ3813'OVERPASS AT INTERSATE 12, CONTINUE SOUTH ON STATE HIGHWAY 441 FOR
 BJ3813'0.4 KM (0.25 MI) T A CROSSROAD AND THE STATION ON THE LEFT,
 BJ3813'25.0 METERS (82 FT) EAST OF THE CENTER OF STATE HIGHWAY 441, AND
 BJ3813'19.2 METERS (63 FT) NORTH OF THE CENTER OF A SERVICE ROAD
 BJ3813'THE MARK IS 5.79 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1193 ***********************************************************************
 AT1193  DESIGNATION -  CAT
 AT1193  PID         -  AT1193
 AT1193  STATE/COUNTY-  LA/PLAQUEMINES
 AT1193  USGS QUAD   -  BAY RONQUILLE (1993)
 AT1193
 AT1193                         *CURRENT SURVEY CONTROL
 AT1193  ___________________________________________________________________
 AT1193* NAD 83(1992)-  29 21 07.56862(N)    089 51 52.47553(W)     ADJUSTED  
 AT1193* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1193  **This station is located in a subsidence area (see below).
 AT1193  ___________________________________________________________________
 AT1193  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AT1193  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AT1193
 AT1193  HORZ ORDER  -  SECOND
 AT1193
 AT1193.The horizontal coordinates were established by classical geodetic methods
 AT1193.and adjusted by the National Geodetic Survey in January 1993..
 AT1193
 AT1193 ** The orthometric height has not been validated since last determined
 AT1193 ** by differential leveling and should not be used for control purposes.
 AT1193 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1193 ** area with valid NAVD 88 orthometric heights.
 AT1193 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1193 ** epoch indicated which incorporates improved geoid heights for the
 AT1193 ** Southern Louisiana Subsidence area.
 AT1193 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1193.The orthometric height was scaled from a topographic map.
 AT1193
 AT1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1193
 AT1193.The geoid height was determined by GEOID03.
 AT1193
 AT1193;                    North         East     Units Scale Factor Converg.
 AT1193;SPC LA S     -    95,366.754 1,142,620.934   MT  0.99998938   +0 44 03.8
 AT1193;SPC LA S     -   312,882.43  3,748,748.85   sFT  0.99998938   +0 44 03.8
 AT1193;UTM  16      - 3,250,406.306   221,880.628   MT  1.00055456   -1 24 18.2
 AT1193
 AT1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1193!SPC LA S     -   1.00000380  x   0.99998938  =   0.99999318
 AT1193!UTM  16      -   1.00000380  x   1.00055456  =   1.00055836
 AT1193
 AT1193:                Primary Azimuth Mark                     Grid Az
 AT1193:SPC LA S     -  WASH                                     078 02 23.0
 AT1193:UTM  16      -  WASH                                     080 10 45.0
 AT1193
 AT1193|---------------------------------------------------------------------|
 AT1193| PID    Reference Object                     Distance      Geod. Az  |
 AT1193|                                                           dddmmss.s |
 AT1193| AT1192 WASH                                APPROX. 6.7 KM 0784626.8 |
 AT1193| DD6477 CAT RM 1                             45.320 METERS 17906     |
 AT1193| AT1222 CAT BAY LIGHT                       APPROX. 2.2 KM 2102956.3 |
 AT1193| AT1210 SUGAR CENTRAL CHIMNEY               APPROX. 9.7 KM 2164045.2 |
 AT1193| AT1216 INDEPENDENCE ISLAND HOUSE           APPROX. 8.4 KM 2362143.0 |
 AT1193| AT1226 SHELL ISLAND LIGHT                  APPROX. 7.4 KM 2632934.2 |
 AT1193| DD6478 CAT RM 2                             39.400 METERS 31345     |
 AT1193|---------------------------------------------------------------------|
 AT1193
 AT1193                          SUPERSEDED SURVEY CONTROL
 AT1193
 AT1193  NAD 83(1986)-  29 21 07.58054(N)    089 51 52.48384(W) AD(       ) 2
 AT1193  NAD 27      -  29 21 06.77900(N)    089 51 52.23700(W) AD(       ) 2
 AT1193
 AT1193.Superseded values are not recommended for survey control.
 AT1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1193.See file dsdata.txt to determine how the superseded data were derived.
 AT1193
 AT1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2188150406(NAD 83)
 AT1193_MARKER: DS = TRIANGULATION STATION DISK
 AT1193_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1193_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1193
 AT1193  HISTORY     - Date     Condition        Report By
 AT1193  HISTORY     - 1927     MONUMENTED       CGS
 AT1193  HISTORY     - 1934     GOOD             CGS
 AT1193  HISTORY     - 1936     GOOD             CGS
 AT1193  HISTORY     - 1955     MARK NOT FOUND   CGS
 AT1193  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AT1193  HISTORY     - 1960     POOR             LOCENG
 AT1193  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1193
 AT1193                          STATION DESCRIPTION
 AT1193
 AT1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1193'ON THE NORTHERNMOST PART
 AT1193'OF THE TWO ISLANDS LYING BETWEEN CAT BAY AND
 AT1193'BAY RONQUILLE, IN A SMALL CLEARING
 AT1193'IN A SECTION THICKLY OVERGROWN
 AT1193'WITH MANGROVE BUSHES, 4 METERS (13 FEET) W OF A SMALL
 AT1193'CREEK E OF
 AT1193'THE CUT BETWEEN CAT BAY AND BAY RONQUILLE, AND APPROXIMATELY 20
 AT1193'METERS (66 FEET) S
 AT1193'OF THE N INLET OF THE CREEK.  THE STATION AND
 AT1193'REFERENCE MARKS ARE STANDARD BRONZE
 AT1193'DISKS SET IN CONCRETE AT THE
 AT1193'CENTER OF THE TOPS OF TILES WHICH ARE FASTEN BY MEANS
 AT1193'OF CONCRETE TO
 AT1193'THE UPPER ENDS OF LONG WOODEN PILES DRIVEN INTO THE MARSH.
 AT1193'
 AT1193'REFERENCE MARK NO. 1 IS ON THE W SIDE OF AND A BEAM OF THE
 AT1193'FIRST BEND IN THE
 AT1193'CREEK 45.32 METERS (148.7 FEET) FROM THE STATION.
 AT1193'REFERENCE MARK NO. 2 IS IN LINE WITH THE S
 AT1193'TANGENT OF THE SMALL ISLAND 400 METERS (1,312
 AT1193'FEET) NW OF THE
 AT1193'STATION AND IS 39.40 METERS (129.3 FEET) FROM THE STATION.
 AT1193'THE MARKS PROJECT ABOUT 10 INCHES ABOVE THE
 AT1193'SURFACE OF THE GROUND.
 AT1193
 AT1193                          STATION RECOVERY (1936)
 AT1193
 AT1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1193'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AT1193'DISCREPANCIES IN
 AT1193'DISTANCES WERE FOUND IN THE ORIGINAL DESCRIPTION
 AT1193'AND A NEW DESCRIPTION FOLLOWS
 AT1193'COVERING LOCAL TOPOGRAPHIC CONDTIONS
 AT1193'AS THEY NOW EXIST.
 AT1193'
 AT1193'ON THE NORTHERNMOST PART OF THE MOST EASTERLY OF A GROUP
 AT1193'OF TWO ISLANDS
 AT1193'LYING BETWEEN CAT BAY AND BAY RONQUILLE, AND
 AT1193'LOCATED ABOUT 2-1/2 MILES NNW OF
 AT1193'QUATRE BAYOU PASS.  THIS STATION
 AT1193'IS IN A SMALL CLEARING IN A SECTION THICKLY
 AT1193'OVERGROWN WITH MANGROVE
 AT1193'BUSHES.  IT IS ON THE W BANK OF A SMALL CREEK, BEING 0.75
 AT1193'METER FROM THE
 AT1193'BANK, AND IS APPROXIMATELY 20 METERS S OF THE N INLET OF THE
 AT1193'CREEK, MARKED WITH A
 AT1193'6-INCH TILE PROJECTING 8 INCHES.
 AT1193'
 AT1193'REFERENCE MARK NO. 1 IS S OF THE STATION, AND IS 9 METERS W OF
 AT1193'THE CREEK EDGE
 AT1193'OPPOSITE A BEND (CREEK MAKES A 45 DEG BEND TO THE EASTWARD).
 AT1193'MARK PROJECTS 6 INCHES.
 AT1193'
 AT1193'REFERENCE MARK NO. 2 NW BY W OF THE STATION, AND IS
 AT1193'APPROXIMATELY 15
 AT1193'METERS INSHORE FROM THE N SHORE LINE.  IT IS
 AT1193'IN LINE WITH THE S TANGENT OF A
 AT1193'SMALL ISLAND ABOUT 400 METERS NW
 AT1193'BY W OF THE STATION AND PROJECTS 6 INCHES.
 AT1193
 AT1193                          STATION RECOVERY (1955)
 AT1193
 AT1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1193'THE REFERENCE MARKS ONLY WERE RECOVERED. A COMPLETE
 AT1193'DESCRIPTION OF THE REFERENCE MARKS FOLLOWS-
 AT1193'
 AT1193'ABOUT 5 MI. W-SW OF THE GRAND ESAILLE WORKS OF THE FREEPORT
 AT1193'SULPHUR COMPANY,
 AT1193'ABOUT 3 MI. N-NW OF QUATRE BAYOUS PASS, AT THE N
 AT1193'END OF THE E ONE OF TWO ISLANDS
 AT1193'BETWEEN CAT BAY AND BAY RONQUILLE,
 AT1193'IN AN AREA HEAVILY OVERGROWN WITH LOW MANGROVE,
 AT1193'AND ON THE W BANK
 AT1193'OF THE MOUTH OF A SMALL BAYOU ON THE N SIDE OF THE ISLAND.
 AT1193'
 AT1193'REFERENCE MARK 1 IS ABOUT 100 FT. S OF THE MOUTH OF THE SMALL
 AT1193'BAYOU, ABOUT 23
 AT1193'FT. W OF THE W BANK OF THE BAYOU, IN A SMALL CLEARING
 AT1193'IN THE MANGROVE, A STANDARD DISK,
 AT1193'STAMPED CAT 1927 NO 1
 AT1193'CEMENTED IN THE TOP OF A TILE SET FLUSH IN THE
 AT1193'MARSH, AND ABOUT 6
 AT1193'IN. ABOVE MEAN HIGH WATER.
 AT1193'
 AT1193'REFERENCE MARK 2 IS NEAR THE N TIP OF THE ISLAND, 73 FT. SE
 AT1193'OF THE N POINT OF
 AT1193'THE ISLAND, 7 FT. SW OF THE SHORE ALONG THE NE
 AT1193'SIDE OF THE POINT, A STANDARD DISK,
 AT1193'STAMPED CAT 1927 NO 2 CEMENTED
 AT1193'IN THE TOP OF A TILE PROJECTING ABOUT 4 IN. ABOVE THE
 AT1193'MARSH, AND ABOUT 10 IN. ABOVE MEAN HIGH WATER.
 AT1193
 AT1193                          STATION RECOVERY (1959)
 AT1193
 AT1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AT1193'STATION IS NOW UNDER WATER - DID NOT SOUND FOR IT.  REFERENCE
 AT1193'MARK 2 IS IN WATER
 AT1193'BUT STILL INTACT.  REFERENCE MARK 1 RECOVERED
 AT1193'IN GOOD CONDITION.
 AT1193
 AT1193                          STATION RECOVERY (1960)
 AT1193
 AT1193'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (JEB)
 AT1193'R.M. 1 FOUND IN GOOD CONDITION.  STATION WAS FOUND IN THE WATER AND
 AT1193'OFF THE PILING.  SET A 4-INCH
 AT1193'ROUND CONCRETE POST 7 FEET LONG SHOWING 18 INCHES S 30 DEG 17 MIN E
 AT1193'LAMBERT GRID 200.0 FEET FROM R.M. 1.
 AT1193
 AT1193                          STATION RECOVERY (1965)
 AT1193
 AT1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1193'STATION MARK AND REFERENCE MARK 2 WAS NOT RECOVERED.  THE STATION
 AT1193'MARK WAS REPORTED
 AT1193'LYING IN THE WATER AND OFF THE PILING IN 1960.  REFERENCE
 AT1193'MARK 2 IS LOST.
 AT1193'
 AT1193'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS ONLY
 AT1193'10 FEET WEST OF
 AT1193'THE BANK OF THE SMALL CREEK INSTEAD OF 9 METERS AS
 AT1193'STATED IN 1936.  THE 4-INCH, ROUND
 AT1193'CONCRETE POST MENTIONED BY MR. J.E.
 AT1193'BASKIN IN 1960 WAS ALSO RECOVERED.  A METAL WITNESS
 AT1193'POST WAS SET 6
 AT1193'INCHES NORTH OF REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3809 ***********************************************************************
 BJ3809  DESIGNATION -  CAT AZ MK
 BJ3809  PID         -  BJ3809
 BJ3809  STATE/COUNTY-  LA/LIVINGSTON
 BJ3809  USGS QUAD   -  FROST (1980)
 BJ3809
 BJ3809                         *CURRENT SURVEY CONTROL
 BJ3809  ___________________________________________________________________
 BJ3809* NAD 83(1992)-  30 28 30.42345(N)    090 38 47.37656(W)     ADJUSTED  
 BJ3809* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 BJ3809  ___________________________________________________________________
 BJ3809  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3809  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ3809
 BJ3809  HORZ ORDER  -  SECOND
 BJ3809
 BJ3809.The horizontal coordinates were established by classical geodetic methods
 BJ3809.and adjusted by the National Geodetic Survey in January 1993..
 BJ3809
 BJ3809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3809
 BJ3809.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3809
 BJ3809.The geoid height was determined by GEOID03.
 BJ3809
 BJ3809;                    North         East     Units Scale Factor Converg.
 BJ3809;SPC LA S     -   219,130.608 1,065,949.625   MT  0.99995989   +0 20 36.3
 BJ3809;SPC LA S     -   718,931.00  3,497,203.06   sFT  0.99995989   +0 20 36.3
 BJ3809;UTM  15      - 3,373,788.340   725,932.270   MT  1.00022976   +1 11 38.8
 BJ3809
 BJ3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3809!SPC LA S     -   1.00000269  x   0.99995989  =   0.99996258
 BJ3809!UTM  15      -   1.00000269  x   1.00022976  =   1.00023245
 BJ3809
 BJ3809|---------------------------------------------------------------------|
 BJ3809| PID    Reference Object                     Distance      Geod. Az  |
 BJ3809|                                                           dddmmss.s |
 BJ3809| BJ3812 32 E 005                            367.467 METERS 10222     |
 BJ3809| BJ3813 CAT                                 APPROX. 0.6 KM 1375304.6 |
 BJ3809|---------------------------------------------------------------------|
 BJ3809
 BJ3809                          SUPERSEDED SURVEY CONTROL
 BJ3809
 BJ3809  NAD 83(1986)-  30 28 30.44031(N)    090 38 47.37438(W) AD(       ) 2
 BJ3809  NAD 27      -  30 28 29.75280(N)    090 38 47.04000(W) AD(       ) 2
 BJ3809  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG       
 BJ3809
 BJ3809.Superseded values are not recommended for survey control.
 BJ3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3809.See file dsdata.txt to determine how the superseded data were derived.
 BJ3809
 BJ3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2593273788(NAD 83)
 BJ3809_MARKER: DS = TRIANGULATION STATION DISK
 BJ3809_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3809_SP_SET: HEADWALL
 BJ3809_STAMPING: CAT 1970
 BJ3809_MARK LOGO: LADH  
 BJ3809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3809+STABILITY: SURFACE MOTION
 BJ3809
 BJ3809  HISTORY     - Date     Condition        Report By
 BJ3809  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3809  HISTORY     - 1984     GOOD             LADTD
 BJ3809
 BJ3809                          STATION DESCRIPTION
 BJ3809
 BJ3809'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3809'THE STATION IS LOCATED 2 MILES SOUTHEAST OF HOLDEN, IN THE
 BJ3809'SOUTHWEST QUARTER OF SECTION 31, T6S, R6E, AND ON THE PROPERTY
 BJ3809'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3809'
 BJ3809'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 441 AND
 BJ3809'U.S. HIGHWAY 190 IN HOLDEN, GO SOUTHEASTERLY ON STATE HIGHWAY 441
 BJ3809'FOR 2.4 MILES TO A SERVICE ROAD RIGHT, TURN RIGHT ON THE SERVICE
 BJ3809'ROAD AND GO 3.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BJ3809'
 BJ3809'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3809'AND U.S. COAST AND GEODETIC AZ. MK. DISK SET IN A DRILL HOLE IN
 BJ3809'THE TOP OF A CONCRETE CULVERT HEADWALL, FLUSH WITH THE SURFACE.  IT
 BJ3809'IS STAMPED CAT 1970.  IT IS 48 FEET SOUTH OF THE HIGHWAY RIGHT
 BJ3809'OF WAY FENCE, AND 23 FEET NORTH OF THE WESTBOUND LANE OF THE
 BJ3809'ENTRANCE TO INTERSTATE 12.
 BJ3809'
 BJ3809'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3809
 BJ3809                          STATION RECOVERY (1984)
 BJ3809
 BJ3809'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3809'9.5 KM (5.9 MI) SW FROM HOLDEN.
 BJ3809'ABOUT 3.9 KM (2.4 MI) SOUTHEAST ALONG STATE HIGHWAY 441 FROM THE
 BJ3809'JUNCTION OF US HIGHWAY 190 AND STATE HIGHWAY 441 TO A SERVICE ROAD
 BJ3809'RIGHT, TURN RIGHT ON THE SERVICE ROAD AND GO 5.6 KM (3.5 MI) TO THE
 BJ3809'AZIMUTH MARK ON THE RIGHT, 14.6 METERS (48 FT) SOUTH OF THE HIGHWAY
 BJ3809'RIGHT-OF-WAY FENCE, AND 7.0 METERS (23 FT) NORTH OF THE WESTBOUND
 BJ3809'LANE OF THE ENTRANCE TO INTERSTATE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1222 ***********************************************************************
 AT1222  DESIGNATION -  CAT BAY LIGHT
 AT1222  PID         -  AT1222
 AT1222  STATE/COUNTY-  LA/PLAQUEMINES
 AT1222  USGS QUAD   -  BARATARIA PASS (1993)
 AT1222
 AT1222                         *CURRENT SURVEY CONTROL
 AT1222  ___________________________________________________________________
 AT1222* NAD 83(1992)-  29 20 06.65809(N)    089 52 33.41963(W)     ADJUSTED  
 AT1222* NAVD 88     -                                                        
 AT1222  **This station is located in a subsidence area (see below).
 AT1222  ___________________________________________________________________
 AT1222  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AT1222  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AT1222
 AT1222  HORZ ORDER  -  THIRD
 AT1222
 AT1222.The horizontal coordinates were established by classical geodetic methods
 AT1222.and adjusted by the National Geodetic Survey in January 1993..
 AT1222
 AT1222 ** The orthometric height has not been validated since last determined
 AT1222 ** by differential leveling and should not be used for control purposes.
 AT1222 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1222 ** area with valid NAVD 88 orthometric heights.
 AT1222 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1222 ** epoch indicated which incorporates improved geoid heights for the
 AT1222 ** Southern Louisiana Subsidence area.
 AT1222 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1222
 AT1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1222
 AT1222.The geoid height was determined by GEOID03.
 AT1222
 AT1222;                    North         East     Units Scale Factor Converg.
 AT1222;SPC LA S     -    93,477.429 1,141,540.456   MT  0.99999274   +0 43 43.4
 AT1222;SPC LA S     -   306,683.86  3,745,203.98   sFT  0.99999274   +0 43 43.4
 AT1222;UTM  16      - 3,248,557.578   220,729.732   MT  1.00056249   -1 24 35.6
 AT1222
 AT1222                          SUPERSEDED SURVEY CONTROL
 AT1222
 AT1222  NAD 83(1986)-  29 20 06.67015(N)    089 52 33.42821(W) AD(       ) 4
 AT1222  NAD 27      -  29 20 05.85600(N)    089 52 33.17000(W) AD(       ) 3
 AT1222
 AT1222.Superseded values are not recommended for survey control.
 AT1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1222.See file dsdata.txt to determine how the superseded data were derived.
 AT1222
 AT1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2073048558(NAD 83)
 AT1222_MARKER: 14 = NAVIGATION LIGHT
 AT1222
 AT1222  HISTORY     - Date     Condition        Report By
 AT1222  HISTORY     - 1927     FIRST OBSERVED   CGS
 AT1222
 AT1222                          STATION DESCRIPTION
 AT1222
 AT1222'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3051 ***********************************************************************
 AU3051  DESIGNATION -  CAT ISLAND PASS
 AU3051  PID         -  AU3051
 AU3051  STATE/COUNTY-  LA/TERREBONNE
 AU3051  USGS QUAD   -  CAT ISLAND PASS (1994)
 AU3051
 AU3051                         *CURRENT SURVEY CONTROL
 AU3051  ___________________________________________________________________
 AU3051* NAD 83(1992)-  29 05 26.93007(N)    090 35 17.92883(W)     ADJUSTED  
 AU3051* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3051  ___________________________________________________________________
 AU3051  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AU3051  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AU3051
 AU3051  HORZ ORDER  -  THIRD
 AU3051
 AU3051.The horizontal coordinates were established by classical geodetic methods
 AU3051.and adjusted by the National Geodetic Survey in January 1993..
 AU3051
 AU3051.The orthometric height was scaled from a topographic map.
 AU3051
 AU3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3051
 AU3051.The geoid height was determined by GEOID03.
 AU3051
 AU3051;                    North         East     Units Scale Factor Converg.
 AU3051;SPC LA S     -    65,726.905 1,072,533.547   MT  1.00005086   +0 22 21.1
 AU3051;SPC LA S     -   215,639.02  3,518,803.81   sFT  1.00005086   +0 22 21.1
 AU3051;UTM  15      - 3,220,449.845   734,729.292   MT  1.00027996   +1 10 23.1
 AU3051
 AU3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3051!SPC LA S     -   1.00000378  x   1.00005086  =   1.00005464
 AU3051!UTM  15      -   1.00000378  x   1.00027996  =   1.00028374
 AU3051
 AU3051:                Primary Azimuth Mark                     Grid Az
 AU3051:SPC LA S     -  LING                                     015 59 54.8
 AU3051:UTM  15      -  LING                                     015 11 52.8
 AU3051
 AU3051|---------------------------------------------------------------------|
 AU3051| PID    Reference Object                     Distance      Geod. Az  |
 AU3051|                                                           dddmmss.s |
 AU3051| AU3046 LING                                APPROX.12.9 KM 0162215.9 |
 AU3051| AU3042 PLATFORM                            APPROX. 8.8 KM 0205821.7 |
 AU3051| DD6480 CAT ISLAND PASS RM 2                 24.835 METERS 06143     |
 AU3051| DD6479 CAT ISLAND PASS RM 1                 29.538 METERS 35328     |
 AU3051|---------------------------------------------------------------------|
 AU3051
 AU3051                          SUPERSEDED SURVEY CONTROL
 AU3051
 AU3051  NAD 83(1986)-  29 05 26.94922(N)    090 35 17.94034(W) AD(       ) 3
 AU3051  NAD 27      -  29 05 26.11600(N)    090 35 17.61200(W) AD(       ) 3
 AU3051
 AU3051.Superseded values are not recommended for survey control.
 AU3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3051.See file dsdata.txt to determine how the superseded data were derived.
 AU3051
 AU3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3472920450(NAD 83)
 AU3051_MARKER: DS = TRIANGULATION STATION DISK
 AU3051_SETTING: 0 = UNSPECIFIED SETTING
 AU3051
 AU3051  HISTORY     - Date     Condition        Report By
 AU3051  HISTORY     - 1953     MONUMENTED       CGS
 AU3051  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU3051
 AU3051                          STATION DESCRIPTION
 AU3051
 AU3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FHK)
 AU3051'STATION IS LOCATED ON WINE ISLAND, A SMALL ISLAND ON THE W SIDE
 AU3051'OF CAT ISLAND PASS LEADING FROM THE GULF OF MEXICO TO TERREBONNE
 AU3051'BAY, ON THE N SIDE OF THE ISLAND, NEAR THE ISLANDS E END, AND
 AU3051'ON A LOW SAND DUNE.  IT IS A STANDARD DISK, STAMPED CAT ISLAND
 AU3051'PASS 1953, AND SET IN THE TOP OF A CONCRETE FILLED 6-INCH
 AU3051'CONCRETE TILE FASTENED TO A 2 BY 4 DRIVEN INTO THE SAND.  MARK
 AU3051'PROJECTS 10 INCHES.  THE MEAN HIGH-WATER LINE IS 197 FEET N 20 DEG 58
 AU3051'MIN E.
 AU3051'
 AU3051'REFERENCE MARK 1 IS ON A GRASS COVERED SAND FLAT N-NW OF THE STATION.
 AU3051'IT IS A STANDARD DISK, STAMPED CAT ISLAND PASS NO 1 1953, AND SET
 AU3051'IN THE TOP OF A CONCRETE FILLED 6-INCH CONCRETE TILE WHICH PROJECTS
 AU3051'14 INCHES.  MARK IS SUPPORTED ON A 2 BY 4 DRIVEN INTO THE SAND.
 AU3051'
 AU3051'REFERENCE MARK 2 IS ON A LOW DUNE E-NE OF THE STATION.  IT IS A
 AU3051'STANDARD DISK, STAMPED CAT ISLAND PASS NO 2 1953, AND SET IN
 AU3051'THE TOP OF A CONCRETE FILLED 6-INCH CONCRETE TILE WHICH PROJECTS
 AU3051'14 INCHES.  MARK IS SUPPORTED ON A 2 BY 4 DRIVEN INTO THE SAND.
 AU3051
 AU3051                          STATION RECOVERY (1965)
 AU3051
 AU3051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3051'THE STATION AND REFERENCE MARKS 1 AND 2 ARE LOST, BECAUSE OF THE
 AU3051'WASHING AWAY OF WINE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0166 ***********************************************************************
 BX0166  DESIGNATION -  CATAHOULA
 BX0166  PID         -  BX0166
 BX0166  STATE/COUNTY-  LA/LA SALLE
 BX0166  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0166
 BX0166                         *CURRENT SURVEY CONTROL
 BX0166  ___________________________________________________________________
 BX0166* NAD 83(1992)-  31 31 28.60910(N)    092 01 02.36430(W)     ADJUSTED  
 BX0166* NAVD 88     -        18.62   (+/-2cm)      61.1    (feet)  VERTCON   
 BX0166  ___________________________________________________________________
 BX0166  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BX0166  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX0166
 BX0166  HORZ ORDER  -  FIRST
 BX0166  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0166
 BX0166.The horizontal coordinates were established by classical geodetic methods
 BX0166.and adjusted by the National Geodetic Survey in January 1993..
 BX0166
 BX0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0166.The vertical order pertains to the NGVD 29 superseded value.
 BX0166
 BX0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0166
 BX0166.The geoid height was determined by GEOID03.
 BX0166
 BX0166;                    North         East     Units Scale Factor Converg.
 BX0166;SPC LA N     -   113,706.556 1,045,840.391   MT  0.99993813   +0 15 18.7
 BX0166;SPC LA N     -   373,052.26  3,431,228.02   sFT  0.99993813   +0 15 18.7
 BX0166;UTM  15      - 3,488,163.024   593,296.848   MT  0.99970736   +0 30 49.8
 BX0166
 BX0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0166!SPC LA N     -   1.00000118  x   0.99993813  =   0.99993931
 BX0166!UTM  15      -   1.00000118  x   0.99970736  =   0.99970854
 BX0166
 BX0166|---------------------------------------------------------------------|
 BX0166| PID    Reference Object                     Distance      Geod. Az  |
 BX0166|                                                           dddmmss.s |
 BX0166| BX0165 CATAHOULA RM 3                       12.176 METERS 06654     |
 BX0166| BW2521 LARTO RM 3                                         15732     |
 BX0166| CY4002 CATAHOULA RM 4                       14.710 METERS 16305     |
 BX0166| CY4001 CATAHOULA RM 1                       41.238 METERS 21853     |
 BX0166| BX0163 CATAHOULA AZ MK                     380.018 METERS 31534     |
 BX0166| BX0164 CATAHOULA RM 2                       40.007 METERS 31808     |
 BX0166|---------------------------------------------------------------------|
 BX0166
 BX0166                          SUPERSEDED SURVEY CONTROL
 BX0166
 BX0166  NAD 83(1986)-  31 31 28.62624(N)    092 01 02.36080(W) AD(       ) 1
 BX0166  NAD 27      -  31 31 27.99544(N)    092 01 01.89265(W) AD(       ) 1
 BX0166  NGVD 29 (??/??/??)   18.611  (m)           61.06   (f) ADJUSTED    1 2
 BX0166
 BX0166.Superseded values are not recommended for survey control.
 BX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0166.See file dsdata.txt to determine how the superseded data were derived.
 BX0166
 BX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9329788163(NAD 83)
 BX0166_MARKER: DS = TRIANGULATION STATION DISK
 BX0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0166_STAMPING: CATAHOULA 1941
 BX0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0166+STABILITY: SURFACE MOTION
 BX0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0166+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 BX0166
 BX0166  HISTORY     - Date     Condition        Report By
 BX0166  HISTORY     - 1941     MONUMENTED       CGS
 BX0166  HISTORY     - 1966     GOOD             CGS
 BX0166  HISTORY     - 1966     GOOD             CGS
 BX0166  HISTORY     - 1977     GOOD             NGS
 BX0166  HISTORY     - 20020708 GOOD             CHANCE
 BX0166
 BX0166                          STATION DESCRIPTION
 BX0166
 BX0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX0166'STATION IS IN SEC. 1, T. 6 N., R. 4 E., ABOUT 5 MILES SW OF
 BX0166'ARCHIE POST OFFICE, 1-1/4 MILES SE OF THE SE SHORE OF CATAHOULA
 BX0166'LAKE, 0.6 MILE W OF THE LA SALLE-CATAHOULA PARISH LINE, ON
 BX0166'AN INDIAN MOUND AT THE S SIDE OF A FIELD OWNED BY W.F. CROOKS.
 BX0166'STATION MARK IS NEAR THE CENTER OF THE TOP OF THE INDIAN MOUND
 BX0166'WHICH IS ABOUT 30 YARDS IN DIAMETER AND 8 FEET HIGH.  MARK
 BX0166'IS STAMPED CATAHOULA 1941 AND PROJECTS 4 INCHES.
 BX0166'
 BX0166'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BX0166'BRONZE DISK SET IN CONCRETE.
 BX0166'
 BX0166'REFERENCE MARK NO. 1 IS OFF THE INDIAN MOUND.  IT IS STAMPED
 BX0166'CATAHOULA NO. 1, 1941 AND PROJECTS 6 INCHES.
 BX0166'
 BX0166'REFERENCE MARK NO. 2 IS OFF THE INDIAN MOUND.  IT IS STAMPED
 BX0166'CATAHOULA NO. 2, 1941 AND PROJECTS 8 INCHES.
 BX0166'
 BX0166'THE AZIMUTH MARK IS 82 FEET E OF THE CENTER LINE OF STATE
 BX0166'HIGHWAY 471, 70 YARDS S OF A FARM ENTRANCE AND 3 FEET N OF
 BX0166'REFERENCE POST.  IT IS STAMPED CATAHOULA 1941 AND PROJECTS
 BX0166'12 INCHES.
 BX0166'
 BX0166'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BX0166'84 AND STATE HIGHWAY 471 AT ARCHIE POST OFFICE, GO SW ON
 BX0166'STATE HIGHWAY 471 FOR 4.15 MILES AND TURN LEFT ON FARM ENTRANCE
 BX0166'LANE 50 YARDS S OF A CROSSROADS.  GO SE ON LANE FOR 0.15 MILE
 BX0166'AND TURN RIGHT THROUGH GATE BETWEEN HOUSE AND BARN.  GO SOUTHERLY
 BX0166'ON TRACK ROAD ACROSS FIELD TO INDIAN MOUND AND STATION.
 BX0166'
 BX0166'A 90-FOOT SIGNAL AT JENA IS VISIBLE AT 33 FEET.
 BX0166'
 BX0166'A 116-FOOT SIGNAL AT PBM UTILITY IS VISIBLE AT 103 FEET.
 BX0166'
 BX0166'A 126-FOOT SIGNAL AT GARRET IS VISIBLE AT 109 FEET.
 BX0166'
 BX0166'A 126-FOOT SIGNAL AT LARTO IS VISIBLE AT 90 FEET.
 BX0166'
 BX0166'A 126-FOOT SIGNAL AT BUCKEYE IS VISIBLE AT 85 FEET.
 BX0166'
 BX0166'A 126-FOOT SIGNAL AT B-3759 (LA.GEOD.S.) IS VISIBLE AT 80 FEET.
 BX0166'
 BX0166'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BX0166
 BX0166                          STATION RECOVERY (1966)
 BX0166
 BX0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 BX0166'THE STATION MARK, STAMPED CATAHOULA 1941, IS ABOUT 0.45 MILE
 BX0166'SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF THE U.S.
 BX0166'HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX0166'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY,
 BX0166'THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY 84, THENCE 4.2 MILES
 BX0166'SOUTHWEST ALONG STATE HIGHWAY 28, THENCE 0.25 MILE SOUTHEAST
 BX0166'ACROSS A FIELD TO A LONE EARTH MOUND ABOUT 8 FEET HIGH, IN
 BX0166'SECTION 1, T 6 N, R 4 E, ABOUT ON TOP AND NEAR THE CENTER OF
 BX0166'THE MOUND, 131.26 FEET SOUTHEAST OF CATAHOULA NO 2 1941,
 BX0166'40.31 FEET SOUTHWEST OF CATAHOULA NO 3 1966, AND SET IN THE
 BX0166'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BX0166'
 BX0166'R.M. 1, STAMPED CATAHOULA NO 1 1941, WAS FOUND DESTROYED.
 BX0166'THE DISK WAS RECOVERED.
 BX0166'
 BX0166'R.M. 2, STAMPED CATAHOULA NO 2 1941, IS 131.26 FEET NORTHWEST
 BX0166'OF THE STATION MARK, ON PROPERTY BELONGING TO SHACK ROBERTS,
 BX0166'293 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND SET IN THE TOP
 BX0166'OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX0166'
 BX0166'R.M. 3, STAMPED CATAHOULA NO 3 1966, IS ABOUT 0.15 MILE
 BX0166'SOUTHWEST OF THE SHACK ROBERTS FARMHOUSE, ON TOP AND NEAR
 BX0166'THE NORTHEAST CORNER OF A LARGE EARTH MOUND THAT IS ABOUT 8
 BX0166'FEET HIGH, 40.31 FEET NORTHEAST OF THE STATION MARK, SET
 BX0166'IN THE TOP OF A 5-INCH CAST IRON PIPE THAT IS FILLED WITH
 BX0166'CONCRETE AND IS FLUSH WITH THE TOP OF THE MOUND.
 BX0166'
 BX0166'THE AZIMUTH MARK, STAMPED CATAHOULA 1941, IS ABOUT 0.45 MILE
 BX0166'SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF THE
 BX0166'U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE,
 BX0166'THENCE 7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY,
 BX0166'THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY 84, THENCE 4.2 MILES
 BX0166'SOUTHWEST ALONG STATE HIGHWAY 28, IN SECTION 1, T 6 N, R 4 E,
 BX0166'ABOUT 0.1 MILE SOUTHEAST AND ACROSS THE HIGHWAY FROM THE
 BX0166'PROSPERITY BAPTIST CHURCH, 78 FEET SOUTHEAST OF THE CENTER
 BX0166'LINE OF THE HIGHWAY, 221 FEET SOUTHEAST OF THE CENTER LINE
 BX0166'OF A PAVED ROAD, 112-1/2 FEET NORTHEAST OF A POWER POLE,
 BX0166'6 FEET NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST OF A METAL
 BX0166'WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY,
 BX0166'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 BX0166'INCHES.
 BX0166'
 BX0166'NOTE--ALL MARKS DESCRIBED ARE PRECISE BENCH MARKS.
 BX0166
 BX0166                          STATION RECOVERY (1966)
 BX0166
 BX0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0166'15.05 MI SW FROM JONESVILLE.
 BX0166'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BX0166'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX0166'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BX0166'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 4.2 MILES SOUTHWEST ALONG
 BX0166'STATE HIGHWAY 28, THENCE 0.25 MILE SOUTHEAST ACROSS A FIELD TO A LONE
 BX0166'EARTH MOUND ABOUT 8 FEET HIGH, ABOUT ON TOP AND NEAR THE CENTER OF THE
 BX0166'MOUND, 131.26 FEET SOUTHEAST OF CATAHOULA NO 2 1941, 40.31 FEET
 BX0166'SOUTHWEST OF CATAHOULA NO 3 1966, AND SET IN THE TOP OF A CONCRETE
 BX0166'POST PROJECTING 1 FOOT.
 BX0166
 BX0166                          STATION RECOVERY (1977)
 BX0166
 BX0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BX0166'THE STATION MARK, REFERENCE MARK 3, AND THE AZIMUTH MARK WERE
 BX0166'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT
 BX0166'RECOVERED AND PRESUMED DESTROYED BY FARMING OPERATIONS.  A NEW
 BX0166'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  NO DIRECTION
 BX0166'DATA AVAILABLE FOR REFERENCE MARK 3, HOWEVER, A DIFFERENCE OF
 BX0166'0.36 FEET SHORTER TO REFERENCE MARK 3 WAS NOTED AND VERIFIED.
 BX0166'A DIFFERENCE OF 35.16 SECONDS SMALLER IN DIRECTION TO THE
 BX0166'AZIMUTH MARK WAS NOTED AND VERIFIED.  DUE TO CHANGES, A
 BX0166'COMPLETE NEW DESCRIPTION FOLLOWS.
 BX0166'
 BX0166'THE STATION IS LOCATED ABOUT 15-1/2 MILES NORTHEAST OF THE SMALL
 BX0166'TOWN OF HALLOWAY, 5 MILES SOUTHWEST OF ARCHIE, 4-1/2 MILES
 BX0166'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BX0166'HIGHWAY 28, 0.5 MILE WEST OF THE LASALLE-CATAHOULA PARISH LINE
 BX0166'AND ON AN INDIAN MOUND AT THE SOUTH SIDE OF A FIELD THAT IS OWNED
 BX0166'BY MR. SHACK ROBERTS, ARCHIE, LOUISIANA.
 BX0166'
 BX0166'TO REACH FROM THE POST OFFICE IN JONESVILLE, GO WEST ON FIRST
 BX0166'STREET FOR ONE BLOCK TO THE JUNCTION OF STATE HIGHWAY 124
 BX0166'CONTINUE WEST ON FIRST STREET FOR 0.1 MILE TO THE JUNCTION OF
 BX0166'U.S. HIGHWAY 84. CONTINUE WEST ON U.S. HIGHWAY 84 FOR 10.4
 BX0166'MILES TO THE JUNCTION OF STATE HIGHWAY 28. TURN LEFT AND GO
 BX0166'SOUTHERLY ON STATE HIGHWAY 28 FOR 4.3 MILES TO A PAVED SIDE
 BX0166'ROAD LEFT.  (TO REACH THE AZIMUTH MARK CONTINUE SOUTH FOR ABOUT
 BX0166'100 FEET TO THE MARK ON THE LEFT AT THE WEST SIDE OF THE
 BX0166'FENCE.) TURN LEFT AND GO EAST FOR 0.15 MILE TO A WHITE HOUSE ON
 BX0166'THE RIGHT WITH A METAL GATE. PASS THROUGH THE GATE AND GO
 BX0166'SOUTHERLY FOR 0.2 MILE ACROSS THE FIELD TO THE STATION ATOP AN
 BX0166'INDIAN MOUND.
 BX0166'
 BX0166'STATION MARK, STAMPED---CATAHOULA 1941---, IS A STANDARD
 BX0166'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BX0166'PROJECTING 3 INCHES ON THE SOUTH SIDE AND 5 INCHES ON THE NORTH
 BX0166'SIDE.  THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 BX0166'
 BX0166'REFERENCE MARK 3, STAMPED---CATAHOULA NO 3 1966---,IS A
 BX0166'STANDARD DISK CEMENTED IN THE TOP OF
 BX0166'A 5-INCH PIPE FILLED WITH CONCRETE PROJECTING 6 INCHES.
 BX0166'
 BX0166'REFERENCE MARK 4, STAMPED---CATAHOULA 1941 NO 4 1977---,
 BX0166'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BX0166'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BX0166'
 BX0166'AZIMUTH MARK, STAMPED---CATAHOULA 1941---,IS A STANDARD DISK
 BX0166'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 BX0166'2 INCHES ABOVE THE GROUND.  IT IS 78 FEET EAST-SOUTHEAST OF
 BX0166'APPROXIMATE CENTER OF STATE HIGHWAY 28, 6 FEET WEST-SOUTHWEST
 BX0166'OF A FENCE LINE, AND 1.5 FEET NORTHEAST OF A METAL WITNESS
 BX0166'POST WITH SIGN ATTACHED.
 BX0166'
 BX0166'HEIGHT OF LIGHT ABOVE STATION WAS 38.6 METERS.
 BX0166
 BX0166                          STATION RECOVERY (2002)
 BX0166
 BX0166'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 BX0166'RECOVERED AS DESCRIBED, STATION FOUND IN GOOD CONDITION ON INDIAN
 BX0166'MOUND SITE.  PAVED SIDE ROAD IS NOW NAMED CROOKS SITE ROAD AND STATION
 BX0166'IS LOCATED ON PROPERTY OF CHARLES BOYETTE, 150 CROOKS SITE,
 BX0166'JONESVILLE, LA 71343 (318) 339-8329.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0163 ***********************************************************************
 BX0163  DESIGNATION -  CATAHOULA AZ MK
 BX0163  PID         -  BX0163
 BX0163  STATE/COUNTY-  LA/LA SALLE
 BX0163  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0163
 BX0163                         *CURRENT SURVEY CONTROL
 BX0163  ___________________________________________________________________
 BX0163* NAD 83(1992)-  31 31 37.41930(N)    092 01 12.44871(W)     ADJUSTED  
 BX0163* NAVD 88     -        16.49   (+/-2cm)      54.1    (feet)  VERTCON   
 BX0163  ___________________________________________________________________
 BX0163  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BX0163  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX0163
 BX0163  HORZ ORDER  -  SECOND
 BX0163  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0163
 BX0163.The horizontal coordinates were established by classical geodetic methods
 BX0163.and adjusted by the National Geodetic Survey in January 1993..
 BX0163
 BX0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0163.The vertical order pertains to the NGVD 29 superseded value.
 BX0163
 BX0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0163
 BX0163.The geoid height was determined by GEOID03.
 BX0163
 BX0163;                    North         East     Units Scale Factor Converg.
 BX0163;SPC LA N     -   113,976.706 1,045,573.156   MT  0.99993784   +0 15 13.4
 BX0163;SPC LA N     -   373,938.58  3,430,351.26   sFT  0.99993784   +0 15 13.4
 BX0163;UTM  15      - 3,488,431.902   593,028.458   MT  0.99970674   +0 30 44.7
 BX0163
 BX0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0163!SPC LA N     -   1.00000151  x   0.99993784  =   0.99993935
 BX0163!UTM  15      -   1.00000151  x   0.99970674  =   0.99970825
 BX0163
 BX0163|---------------------------------------------------------------------|
 BX0163| PID    Reference Object                     Distance      Geod. Az  |
 BX0163|                                                           dddmmss.s |
 BX0163| BX0165 CATAHOULA RM 3                      384.614 METERS 13352     |
 BX0163| BX0166 CATAHOULA                           380.018 METERS 13534     |
 BX0163|---------------------------------------------------------------------|
 BX0163
 BX0163                          SUPERSEDED SURVEY CONTROL
 BX0163
 BX0163  NAD 83(1986)-  31 31 37.43645(N)    092 01 12.44520(W) AD(       ) 2
 BX0163  NAD 27      -  31 31 36.80710(N)    092 01 11.97534(W) AD(       ) 2
 BX0163  NGVD 29 (??/??/??)   16.480  (m)           54.07   (f) ADJUSTED    1 2
 BX0163
 BX0163.Superseded values are not recommended for survey control.
 BX0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0163.See file dsdata.txt to determine how the superseded data were derived.
 BX0163
 BX0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9302888432(NAD 83)
 BX0163_MARKER: DZ = AZIMUTH MARK DISK
 BX0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0163_STAMPING: CATAHOULA 1941
 BX0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0163+STABILITY: SURFACE MOTION
 BX0163
 BX0163  HISTORY     - Date     Condition        Report By
 BX0163  HISTORY     - 1977     MONUMENTED       NGS
 BX0163  HISTORY     - 1966     GOOD             CGS
 BX0163
 BX0163                          STATION DESCRIPTION
 BX0163
 BX0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BX0163'THE STATION IS LOCATED ABOUT 15-1/2 MILES NORTHEAST OF THE SMALL
 BX0163'TOWN OF HALLOWAY, 5 MILES SOUTHWEST OF ARCHIE, 4-1/2 MILES
 BX0163'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BX0163'HIGHWAY 28, 0.65 MILE WEST OF THE LASALLE-CATAHOULA PARISH LINE
 BX0163'AND ON HIGHWAY RIGHT-OF-WAY.
 BX0163'
 BX0163'TO REACH FROM THE POST OFFICE IN JONESVILLE, GO WEST ON FIRST
 BX0163'STREET FOR ONE BLOCK TO THE JUNCTION OF STATE HIGHWAY 124
 BX0163'CONTINUE WEST ON FIRST STREET FOR 0.1 MILE TO THE JUNCTION OF
 BX0163'U.S. HIGHWAY 84. CONTINUE WEST ON U.S. HIGHWAY 84 FOR 10.4
 BX0163'MILES TO THE JUNCTION OF STATE HIGHWAY 28. TURN LEFT AND GO
 BX0163'SOUTHERLY ON STATE HIGHWAY 28 FOR 4.3 MILES TO A PAVED SIDE
 BX0163'ROAD LEFT.  CONTINUE SOUTH FOR ABOUT 100 FEET
 BX0163'TO THE STATION ON THE LEFT AT THE WEST SIDE OF THE FENCE.)
 BX0163'
 BX0163'STATION MARK, STAMPED---CATAHOULA 1941---,IS A STANDARD
 BX0163'AZIMUTH MARK DISK
 BX0163'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 BX0163'2 INCHES ABOVE THE GROUND.  IT IS 78 FEET EAST-SOUTHEAST OF
 BX0163'APPROXIMATE CENTER OF STATE HIGHWAY 28, 6 FEET WEST-SOUTHWEST
 BX0163'OF A FENCE LINE, AND 1.5 FEET NORTHEAST OF A METAL WITNESS
 BX0163'POST WITH SIGN ATTACHED.
 BX0163'
 BX0163'AN ELECTRONIC DISTANCE MEASUREMENT WAS MADE TO TRIANGULATION
 BX0163'STATION CATAHOULA.
 BX0163'
 BX0163'HEIGHT OF LIGHT ABOVE STATION WAS 1.2 METERS.
 BX0163
 BX0163                          STATION RECOVERY (1966)
 BX0163
 BX0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0163'14.8 MI SW FROM JONESVILLE.
 BX0163'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BX0163'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX0163'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BX0163'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 4.2 MILES SOUTHWEST ALONG
 BX0163'STATE HIGHWAY 28, IN SECTION 1, T 6 N, R 4 E, ABOUT 0.1 MILE SOUTHEAST
 BX0163'AND ACROSS THE HIGHWAY FROM THE PROSPERITY BAPTIST CHURCH, 78 FEET
 BX0163'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 221 FEET SOUTHEAST OF THE
 BX0163'CENTER LINE OF A PAVED ROAD, 112 1/2 FEET NORTHEAST OF A POWER POLE, 6
 BX0163'FEET NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST OF A METAL WITNESS POST,
 BX0163'ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX0163'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2560 ***********************************************************************
 BX2560  DESIGNATION -  CATAHOULA FEDERAL FIRE TOWER
 BX2560  PID         -  BX2560
 BX2560  STATE/COUNTY-  LA/GRANT
 BX2560  USGS QUAD   -  POLLOCK (1985)
 BX2560
 BX2560                         *CURRENT SURVEY CONTROL
 BX2560  ___________________________________________________________________
 BX2560* NAD 83(1992)-  31 30 57.28495(N)    092 28 07.46944(W)     ADJUSTED  
 BX2560* NAVD 88     -                                                        
 BX2560  ___________________________________________________________________
 BX2560  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BX2560  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2560
 BX2560  HORZ ORDER  -  THIRD
 BX2560
 BX2560.The horizontal coordinates were established by classical geodetic methods
 BX2560.and adjusted by the National Geodetic Survey in January 1993..
 BX2560
 BX2560
 BX2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2560
 BX2560.The geoid height was determined by GEOID03.
 BX2560
 BX2560;                    North         East     Units Scale Factor Converg.
 BX2560;SPC LA N     -   112,640.188 1,002,968.945   MT  0.99993917   +0 00 59.5
 BX2560;SPC LA N     -   369,553.68  3,290,573.95   sFT  0.99993917   +0 00 59.5
 BX2560;UTM  15      - 3,486,902.536   550,442.386   MT  0.99963138   +0 16 39.8
 BX2560
 BX2560                          SUPERSEDED SURVEY CONTROL
 BX2560
 BX2560  NAD 83(1986)-  31 30 57.30364(N)    092 28 07.46391(W) AD(       ) 4
 BX2560  NAD 27      -  31 30 56.66637(N)    092 28 06.96108(W) AD(       ) 3
 BX2560
 BX2560.Superseded values are not recommended for survey control.
 BX2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2560.See file dsdata.txt to determine how the superseded data were derived.
 BX2560
 BX2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5044286903(NAD 83)
 BX2560_MARKER: 55 = TOWER
 BX2560
 BX2560  HISTORY     - Date     Condition        Report By
 BX2560  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2560
 BX2560                          STATION DESCRIPTION
 BX2560
 BX2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2560'TOWER IS IN SEC. 9, T 6 N, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2376 ***********************************************************************
 BX2376  DESIGNATION -  CATAHOULA LAKE BOLT
 BX2376  PID         -  BX2376
 BX2376  STATE/COUNTY-  LA/LA SALLE
 BX2376  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX2376
 BX2376                         *CURRENT SURVEY CONTROL
 BX2376  ___________________________________________________________________
 BX2376* NAD 83(1986)-  31 30 31.     (N)    092 04 05.     (W)     SCALED    
 BX2376* NAVD 88     -        15.31   (+/-2cm)      50.2    (feet)  VERTCON   
 BX2376  ___________________________________________________________________
 BX2376  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX2376
 BX2376  VERT ORDER  -  ? (See Below)
 BX2376
 BX2376.The horizontal coordinates were scaled from a topographic map and have
 BX2376.an estimated accuracy of +/- 6 seconds.
 BX2376
 BX2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2376.The vertical order pertains to the NGVD 29 superseded value.
 BX2376
 BX2376.The geoid height was determined by GEOID03.
 BX2376
 BX2376;                    North         East    Units  Estimated Accuracy
 BX2376;SPC LA N     -   111,910.    1,041,030.      MT  (+/- 180 meters Scaled)
 BX2376
 BX2376                          SUPERSEDED SURVEY CONTROL
 BX2376
 BX2376  NGVD 29 (??/??/??)   15.298  (m)           50.19   (f) ADJUSTED    ?  
 BX2376
 BX2376.Superseded values are not recommended for survey control.
 BX2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2376.See file dsdata.txt to determine how the superseded data were derived.
 BX2376
 BX2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ884863(NAD 83)
 BX2376_MARKER: B = BOLT
 BX2376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2376_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2376
 BX2376  HISTORY     - Date     Condition        Report By
 BX2376  HISTORY     - UNK      MONUMENTED       DOD
 BX2376  HISTORY     - 1934     GOOD             CGS
 BX2376
 BX2376                          STATION DESCRIPTION
 BX2376
 BX2376'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BX2376'18.2 MI SW FROM JONESVILLE.
 BX2376'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BX2376'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX2376'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BX2376'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 6.9 MILES SOUTHWEST ALONG
 BX2376'STATE HIGHWAY 28 TO A WIRE GATE LOCATED 0.1 MILE SOUTHWEST OF A
 BX2376'CONCRETE BRIDGE OVER MUDDY BAYOU, THENCE 0.7 MILE WEST ALONG A GRADED
 BX2376'DIRT ROAD, IN SECTION 30, T 6 N, R 4 E, 71 FEET SOUTH OF THE CENTER
 BX2376'LINE OF THE ROAD, 64 1/2 FEET WEST OF A 28-INCH BLACK OAK TREE, 32
 BX2376'FEET SOUTH OF AN 11-INCH HACKBERRY TREE BEARING A TRIANGULAR BLAZE,
 BX2376'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A BRASS CAP ON THE TOP
 BX2376'OF A 3-INCH IRON PIPE WHICH PROJECTS 1 1/2 FEET.
 BX2376'ACCESS TO BOLT IS HAD THROUGH PIPE.
 BX2376
 BX2376                          STATION RECOVERY (1934)
 BX2376
 BX2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0538 ***********************************************************************
 BX0538  DESIGNATION -  CATAHOULA LAKE CAP
 BX0538  PID         -  BX0538
 BX0538  STATE/COUNTY-  LA/LA SALLE
 BX0538  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0538
 BX0538                         *CURRENT SURVEY CONTROL
 BX0538  ___________________________________________________________________
 BX0538* NAD 83(1986)-  31 30 31.     (N)    092 04 05.     (W)     SCALED    
 BX0538* NAVD 88     -        16.56   (+/-2cm)      54.3    (feet)  VERTCON   
 BX0538  ___________________________________________________________________
 BX0538  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX0538
 BX0538  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0538
 BX0538.The horizontal coordinates were scaled from a topographic map and have
 BX0538.an estimated accuracy of +/- 6 seconds.
 BX0538
 BX0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0538.The vertical order pertains to the NGVD 29 superseded value.
 BX0538
 BX0538.The geoid height was determined by GEOID03.
 BX0538
 BX0538;                    North         East    Units  Estimated Accuracy
 BX0538;SPC LA N     -   111,910.    1,041,030.      MT  (+/- 180 meters Scaled)
 BX0538
 BX0538                          SUPERSEDED SURVEY CONTROL
 BX0538
 BX0538  NGVD 29 (??/??/??)   16.545  (m)           54.28   (f) ADJUSTED    1 2
 BX0538
 BX0538.Superseded values are not recommended for survey control.
 BX0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0538.See file dsdata.txt to determine how the superseded data were derived.
 BX0538
 BX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ884863(NAD 83)
 BX0538_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0538_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0538
 BX0538  HISTORY     - Date     Condition        Report By
 BX0538  HISTORY     - UNK      MONUMENTED       DOD
 BX0538  HISTORY     - 1966     GOOD             CGS
 BX0538
 BX0538                          STATION DESCRIPTION
 BX0538
 BX0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0538'18.2 MI SW FROM JONESVILLE.
 BX0538'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BX0538'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX0538'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BX0538'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 6.9 MILES SOUTHWEST ALONG
 BX0538'STATE HIGHWAY 28 TO A WIRE GATE LOCATED 0.1 MILE SOUTHWEST OF A
 BX0538'CONCRETE BRIDGE OVER MUDDY BAYOU, THENCE 0.7 MILE WEST ALONG A GRADED
 BX0538'DIRT ROAD, IN SECTION 30, T 6 N, R 4 E, 71 FEET SOUTH OF THE CENTER
 BX0538'LINE OF THE ROAD, 64 1/2 FEET WEST OF A 28-INCH BLACK OAK TREE, 32
 BX0538'FEET SOUTH OF AN 11-INCH HACKBERRY TREE BEARING A TRIANGULAR BLAZE,
 BX0538'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A BRASS CAP ON THE TOP
 BX0538'OF A 3-INCH IRON PIPE WHICH PROJECTS 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7395 ***********************************************************************
 AA7395  DESIGNATION -  CATAHOULA RESET
 AA7395  PID         -  AA7395
 AA7395  STATE/COUNTY-  LA/ST MARTIN
 AA7395  USGS QUAD   -  CATAHOULA (1994)
 AA7395
 AA7395                         *CURRENT SURVEY CONTROL
 AA7395  ___________________________________________________________________
 AA7395* NAD 83(1992)-  30 12 38.36351(N)    091 42 09.28476(W)     ADJUSTED  
 AA7395* NAVD 88     -                                                        
 AA7395  **This station is located in a subsidence area (see below).
 AA7395  ___________________________________________________________________
 AA7395  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AA7395  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA7395
 AA7395  HORZ ORDER  -  SECOND
 AA7395
 AA7395.The horizontal coordinates were established by classical geodetic methods
 AA7395.and adjusted by the National Geodetic Survey in January 1993..
 AA7395
 AA7395 ** The orthometric height has not been validated since last determined
 AA7395 ** by differential leveling and should not be used for control purposes.
 AA7395 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA7395 ** area with valid NAVD 88 orthometric heights.
 AA7395 ** The geoid height was determined by a new realization of GEOID03 for the
 AA7395 ** epoch indicated which incorporates improved geoid heights for the
 AA7395 ** Southern Louisiana Subsidence area.
 AA7395 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA7395
 AA7395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7395
 AA7395.The geoid height was determined by GEOID03.
 AA7395
 AA7395;                    North         East     Units Scale Factor Converg.
 AA7395;SPC LA S     -   189,674.172   964,450.800   MT  0.99993242   -0 11 04.7
 AA7395;SPC LA S     -   622,289.35  3,164,202.33   sFT  0.99993242   -0 11 04.7
 AA7395;UTM  15      - 3,342,839.667   624,873.419   MT  0.99979238   +0 39 10.5
 AA7395
 AA7395|---------------------------------------------------------------------|
 AA7395| PID    Reference Object                     Distance      Geod. Az  |
 AA7395|                                                           dddmmss.s |
 AA7395| CW1189 CATAHOULA RM 1                       30.114 METERS 00112     |
 AA7395| CW1188 CATAHOULA AZ MK                                    2314811.9 |
 AA7395| CW1190 CATAHOULA RM 2                       38.630 METERS 29110     |
 AA7395|---------------------------------------------------------------------|
 AA7395
 AA7395                          SUPERSEDED SURVEY CONTROL
 AA7395
 AA7395  NAD 83(1986)-  30 12 38.38408(N)    091 42 09.27941(W) AD(       ) 2
 AA7395
 AA7395.Superseded values are not recommended for survey control.
 AA7395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7395.See file dsdata.txt to determine how the superseded data were derived.
 AA7395
 AA7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2487342840(NAD 83)
 AA7395_MARKER: DD = SURVEY DISK
 AA7395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7395_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AA7395_STAMPING: CATAHOULA USE 1935 1969
 AA7395_MARK LOGO: USE   
 AA7395_PROJECTION: FLUSH
 AA7395_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7395+STABILITY: SURFACE MOTION
 AA7395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7395+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 AA7395
 AA7395  HISTORY     - Date     Condition        Report By
 AA7395  HISTORY     - 1969     MONUMENTED       USE
 AA7395  HISTORY     - 1975     GOOD             LOCSUR
 AA7395  HISTORY     - 19950810 GOOD             MPHI
 AA7395  HISTORY     - 20060422 GOOD             NGS
 AA7395
 AA7395                          STATION DESCRIPTION
 AA7395
 AA7395'DESCRIBED BY US ENGINEERS 1969 (LGB)
 AA7395'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BUILDINGS ON LINE.
 AA7395'
 AA7395'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AA7395'
 AA7395'THE THE REQUEST OF THE LAND OWNER THE STATION MARK WAS LOWERED AT
 AA7395'THIS TIME AND A REFERENCE MARK 1, REFERENCE MARK 2 AND AN AZIMUTH
 AA7395'MARK WERE ESTABLISED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 AA7395'
 AA7395'THE STATION MARK IS LOCATED IN THE SMALL VILLAGE OF CATAHOULA ON A
 AA7395'LAKE SHORE.
 AA7395'
 AA7395'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 96 AND
 AA7395'31 IN ST MARTINSVILLE, GO EAST ON STATE HIGHWAY 96 FOR 10.55 MILES
 AA7395'TO THE POST OFFICE IN CATAHOULA ON THE LEFT.  CONTINUE SOUTH AND
 AA7395'EAST AND SOUTH ON STATE HIGHWAY 96 FOR 0.5 MILE TO WHERE MAIN
 AA7395'ROAD TURNS TO THE LEFT.  CONTINUE STRAIGHT AHEAD SOUTH ON A PAVED
 AA7395'STREET FOR 0.05 MILE TO THE STATION ON THE LEFT.
 AA7395'
 AA7395'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED
 AA7395'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AT A CURVE TO THE
 AA7395'RIGHT.
 AA7395'
 AA7395'THE STATION MARK IS A STANDARD DISK, STAMPED DISK, STAMPED CATAHOULA
 AA7395'USE 1935 1969, SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AA7395'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 84 FEET
 AA7395'NORTHEAST OF THE CENTER OF A PAVED STREET, 97 FEET EAST OF A
 AA7395'POWERLINE POLE AND 63 FEET NORTHEAST OF A FENCE.
 AA7395'
 AA7395'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CATAHOULA USE NO 1 1935
 AA7395'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AA7395'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 149 FEET NORTHEAST
 AA7395'OF THE CENTER OF PAVED STREET, 128 FEET NORTHEAST OF A FENCE AND
 AA7395'POWERLINE POLE AND ABOUT 20 FEET WEST-SOUTHWEST OF THE EDGE OF
 AA7395'THE LAKE SHORE.
 AA7395'
 AA7395'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CATAHOULA USE NO 2 1935
 AA7395'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AA7395'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 61 FEET SOUTHEAST
 AA7395'OF A T-JUNCTION FENCE LINES, 37 FEET NORTHWEST OF A POWERLINE POLE,
 AA7395'21 FEET NORTHEAST OF THE CENTER OF THE PAVED STREET AND 1.4 FEET
 AA7395'NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND A
 AA7395'FENCE.
 AA7395'
 AA7395'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CATAHOULA USE 1935 1969,
 AA7395'SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AA7395'PROJECTS 6 INCHES.  IT IS 40 FEET SOUTHWEST OF THE CENTER OF A
 AA7395'GRAVELED ROAD AND 1.8 FEET NORTHWEST OF A METAL WITNESS POST WITH
 AA7395'A SIGN ATTACHED.
 AA7395'
 AA7395'AIRLINE DISTANCE AND DIRECTION FROM TOWN--IN THE VILLAGE OF
 AA7395'CATAHOULA.
 AA7395'
 AA7395'HEIGHT OF LIGHT ABOVE STATION MARK 112.6 FEET.
 AA7395
 AA7395                          STATION RECOVERY (1975)
 AA7395
 AA7395'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (APS)
 AA7395'CATAHOULA USE 1935 1969 RECOVERED GOOD - STANDARD C&GS STATION MARK
 AA7395'DISK.
 AA7395'
 AA7395'CATAHOULA USE NO. 2 1935 1969 RECOVERED GOOD - STANDARD C&GS RM
 AA7395'DISK.
 AA7395'
 AA7395'DESCRIPTION BY CRR (1960) STATES THAT MARK IS A US ARMY ENGINEERS
 AA7395'BRASS CAP.  NO MENTION MADE OF ANY REFERENCE MARKS.  BUT THE STATION
 AA7395'MARK IS A STANDARD C&GS DISK, LOCATED APPARENTLY IN THE SAME
 AA7395'PLACE.  ONE REFERENCE MARK WAS FOUND (RM 2) ABOUT 127 FEET AWAY.
 AA7395
 AA7395                          STATION RECOVERY (1995)
 AA7395
 AA7395'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (MPH)
 AA7395'THE STATION MARK WAS RECOVERED IN GOOD CONDITION APPROXIMATELY 0.1
 AA7395'FEET (3.0 CM) BELOW THE SURFACE OF THE GROUND.  IT IS 115.4 FEET (35.2
 AA7395'M) SSE OF THE EAST CORNER OF A TAN WOOD FRAME HOUSE(P.O. BOX 1007) AND
 AA7395'117.6 FEET (35.8 M) SE OF THIS SAME HOUSE. NO SEARCH WAS MADE FOR
 AA7395'REFERENCE MARK 2.
 AA7395
 AA7395                          STATION RECOVERY (2006)
 AA7395
 AA7395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AA7395'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0164 ***********************************************************************
 BX0164  DESIGNATION -  CATAHOULA RM 2
 BX0164  PID         -  BX0164
 BX0164  STATE/COUNTY-  LA/LA SALLE
 BX0164  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0164
 BX0164                         *CURRENT SURVEY CONTROL
 BX0164  ___________________________________________________________________
 BX0164* NAD 83(1986)-  31 31 30.     (N)    092 01 04.     (W)     SCALED    
 BX0164* NAVD 88     -        16.11   (+/-2cm)      52.9    (feet)  VERTCON   
 BX0164  ___________________________________________________________________
 BX0164  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX0164
 BX0164  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0164
 BX0164.The horizontal coordinates were scaled from a topographic map and have
 BX0164.an estimated accuracy of +/- 6 seconds.
 BX0164
 BX0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0164.The vertical order pertains to the NGVD 29 superseded value.
 BX0164
 BX0164.The geoid height was determined by GEOID03.
 BX0164
 BX0164;                    North         East    Units  Estimated Accuracy
 BX0164;SPC LA N     -   113,750.    1,045,800.      MT  (+/- 180 meters Scaled)
 BX0164
 BX0164                          SUPERSEDED SURVEY CONTROL
 BX0164
 BX0164  NGVD 29 (??/??/??)   16.100  (m)           52.82   (f) ADJUSTED    1 2
 BX0164
 BX0164.Superseded values are not recommended for survey control.
 BX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0164.See file dsdata.txt to determine how the superseded data were derived.
 BX0164
 BX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ932882(NAD 83)
 BX0164_MARKER: DR = REFERENCE MARK DISK
 BX0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0164_STAMPING: CATAHOULA NO 2 1941
 BX0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0164+STABILITY: SURFACE MOTION
 BX0164
 BX0164  HISTORY     - Date     Condition        Report By
 BX0164  HISTORY     - 1941     MONUMENTED       CGS
 BX0164  HISTORY     - 1966     GOOD             CGS
 BX0164
 BX0164                          STATION DESCRIPTION
 BX0164
 BX0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0164'15.05 MI SW FROM JONESVILLE.
 BX0164'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BX0164'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX0164'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BX0164'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 4.2 MILES SOUTHWEST ALONG
 BX0164'STATE HIGHWAY 28, THENCE 0.25 MILE SOUTHEAST ACROSS A FIELD, IN
 BX0164'SECTION 1, T 6 N, R 4 E, ON PROPERTY BELONGING TO SHACK ROBERTS, 293
 BX0164'FEET EAST OF A NORTH-SOUTH FENCE LINE, 131.26 FEET NORTHWEST OF
 BX0164'CATAHOULA 1941 TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE
 BX0164'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0165 ***********************************************************************
 BX0165  DESIGNATION -  CATAHOULA RM 3
 BX0165  PID         -  BX0165
 BX0165  STATE/COUNTY-  LA/LA SALLE
 BX0165  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0165
 BX0165                         *CURRENT SURVEY CONTROL
 BX0165  ___________________________________________________________________
 BX0165* NAD 83(1992)-  31 31 28.76422(N)    092 01 01.93979(W)     ADJUSTED  
 BX0165* NAVD 88     -        18.23   (+/-2cm)      59.8    (feet)  VERTCON   
 BX0165  ___________________________________________________________________
 BX0165  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BX0165  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX0165
 BX0165  HORZ ORDER  -  SECOND
 BX0165  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0165
 BX0165.The horizontal coordinates were established by classical geodetic methods
 BX0165.and adjusted by the National Geodetic Survey in January 1993..
 BX0165
 BX0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0165.The vertical order pertains to the NGVD 29 superseded value.
 BX0165
 BX0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0165
 BX0165.The geoid height was determined by GEOID03.
 BX0165
 BX0165;                    North         East     Units Scale Factor Converg.
 BX0165;SPC LA N     -   113,711.383 1,045,851.569   MT  0.99993812   +0 15 18.9
 BX0165;SPC LA N     -   373,068.10  3,431,264.69   sFT  0.99993812   +0 15 18.9
 BX0165;UTM  15      - 3,488,167.901   593,308.001   MT  0.99970738   +0 30 50.1
 BX0165
 BX0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0165!SPC LA N     -   1.00000124  x   0.99993812  =   0.99993936
 BX0165!UTM  15      -   1.00000124  x   0.99970738  =   0.99970862
 BX0165
 BX0165|---------------------------------------------------------------------|
 BX0165| PID    Reference Object                     Distance      Geod. Az  |
 BX0165|                                                           dddmmss.s |
 BX0165| BX0166 CATAHOULA                            12.176 METERS 24654     |
 BX0165| BX0163 CATAHOULA AZ MK                     384.614 METERS 31353     |
 BX0165|---------------------------------------------------------------------|
 BX0165
 BX0165                          SUPERSEDED SURVEY CONTROL
 BX0165
 BX0165  NAD 83(1986)-  31 31 28.78137(N)    092 01 01.93628(W) AD(       ) 2
 BX0165  NAD 27      -  31 31 28.15052(N)    092 01 01.46813(W) AD(       ) 2
 BX0165  NGVD 29 (??/??/??)   18.212  (m)           59.75   (f) ADJUSTED    1 2
 BX0165
 BX0165.Superseded values are not recommended for survey control.
 BX0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0165.See file dsdata.txt to determine how the superseded data were derived.
 BX0165
 BX0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9330888168(NAD 83)
 BX0165_MARKER: DR = REFERENCE MARK DISK
 BX0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0165_STAMPING: CATAHOULA NO 3 1966
 BX0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0165
 BX0165  HISTORY     - Date     Condition        Report By
 BX0165  HISTORY     - 1966     MONUMENTED       CGS
 BX0165
 BX0165                          STATION DESCRIPTION
 BX0165
 BX0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0165'15.05 MI SW FROM JONESVILLE.
 BX0165'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTH WEST END
 BX0165'OF THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE
 BX0165'THENCE 7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY,
 BX0165'THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY 84, THENCE 4.2 MILES
 BX0165'SOUTHWEST ALONG STATE HIGHWAY 28, THENCE 0.25 MILE SOUTHEAST ACROSS A
 BX0165'FIELD, IN SECTION 1 T 6 N, R 4 E, ABOUT 0.15 MILE SOUTHWEST OF THE
 BX0165'SHACK ROBERTS FARMHOUSE, ON TOP OF AND NEAR THE NORTHEAST CORNER OF A
 BX0165'LARGE EARTH MOUND THAT IS ABOUT 8 FEET HIGH, 40.31 FEET NORTHEAST OF
 BX0165'CATAHOULA 1941 TRIANGULATION STATION, SET IN THE TOP OF A 5-INCH CAST
 BX0165'IRON PIPE THAT IS FILLED WITH CONCRETE AND IS FLUSH WITH THE TOP OF
 BX0165'THE MOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0712 ***********************************************************************
 AV0712  DESIGNATION -  CATC 123 B
 AV0712  PID         -  AV0712
 AV0712  STATE/COUNTY-  LA/VERMILION
 AV0712  USGS QUAD   -  
 AV0712
 AV0712                         *CURRENT SURVEY CONTROL
 AV0712  ___________________________________________________________________
 AV0712* NAD 83(1992)-  29 04 27.64980(N)    092 31 47.75283(W)     ADJUSTED  
 AV0712* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AV0712  ___________________________________________________________________
 AV0712  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AV0712  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AV0712
 AV0712  HORZ ORDER  -  SECOND
 AV0712
 AV0712.The horizontal coordinates were established by classical geodetic methods
 AV0712.and adjusted by the National Geodetic Survey in January 1993..
 AV0712
 AV0712.The orthometric height was scaled from a topographic map.
 AV0712
 AV0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0712
 AV0712.The geoid height was determined by GEOID03.
 AV0712
 AV0712;                    North         East     Units Scale Factor Converg.
 AV0712;SPC LA S     -    64,274.254   883,483.989   MT  1.00005542   -0 35 53.9
 AV0712;SPC LA S     -   210,873.11  2,898,563.72   sFT  1.00005542   -0 35 53.9
 AV0712;UTM  15      - 3,216,313.894   545,752.127   MT  0.99962583   +0 13 42.4
 AV0712
 AV0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0712!SPC LA S     -   0.99999961  x   1.00005542  =   1.00005503
 AV0712!UTM  15      -   0.99999961  x   0.99962583  =   0.99962544
 AV0712
 AV0712                          SUPERSEDED SURVEY CONTROL
 AV0712
 AV0712  NAD 83(1986)-  29 04 27.67326(N)    092 31 47.73495(W) AD(       ) 2
 AV0712
 AV0712.Superseded values are not recommended for survey control.
 AV0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0712.See file dsdata.txt to determine how the superseded data were derived.
 AV0712
 AV0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4575216314(NAD 83)
 AV0712_MARKER: H = DRILL HOLE
 AV0712_SETTING: 0 = UNSPECIFIED SETTING
 AV0712
 AV0712  HISTORY     - Date     Condition        Report By
 AV0712  HISTORY     - 1963     MONUMENTED       CGS
 AV0712
 AV0712                          STATION DESCRIPTION
 AV0712
 AV0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0712'STATION IS LOCATED ON THE MAIN DECK OF A CONTINENTAL OIL COMPANY
 AV0712'PLATFORM IN THE GULF OF MEXICO, IN FIELD 120 BLOCK NO. 123, IN THE
 AV0712'VERMILION AREA, WHICH IS ABOUT 70 MILES SOUTHEAST OF CAMERON AND
 AV0712'ABOUT 35 MILES SOUTH OF THE SHORE LINE.  IT IS 54.8 FEET SOUTH OF
 AV0712'THE NORTH END OF I BEAM, 41 FEET EAST OF THE WEST EDGE OF
 AV0712'PLATFORM, 28.5 FEET EAST OF THE CENTER OF BOTTOM STEP OF STAIRWAY,
 AV0712'11 FEET WEST OF THE EAST EDGE OF PLATFORM AND 1.6 FEET NORTH OF
 AV0712'THE NORTH WALL OF STORAGE TANK.  STATION IS MARKED BY 4-1/4 INCH
 AV0712'DRILLHOLES FORMING A TRIANGLE IN A 14 INCH I BEAM AND IS STAMPED
 AV0712'C.A.T.C.  123-B 1963.
 AV0712'
 AV0712'REFERENCE MARK NO. 3 WAS OCCUPIED.
 AV0712'
 AV0712'REFERENCE MARK NO. 3 IS ON THE TOP OF A STORAGE TANK, THAT IS 51.5
 AV0712'FEET NORTHEAST OF THE SOUTHWEST CORNER OF STORAGE TANK, 51.5 FEET
 AV0712'NORTHWEST OF THE CENTER OF A LADDER WELL, 24.5 FEET SOUTHWEST OF
 AV0712'THE NORTHEAST CORNER OF STORAGE TANK, 24.5 FEET SOUTHEAST OF THE
 AV0712'NORTHWEST CORNER OF STORAGE TANK AND 7.5 FEET SOUTH OF CENTER OF
 AV0712'STAIRWAY.  IT IS MARKED BY A CHISELED SQUARE WITH PUNCH HOLE IN
 AV0712'THE CENTER AND STAMPED RM 3.
 AV0712'
 AV0712'AZIMUTH MARK IS ON THE TOP DECK OF OIL WELL PLATFORM AND UNDER
 AV0712'HELIPORT THE PLATFORM SIGN READS C.A.T.C. 120 A.  IT IS 6.8 FEET
 AV0712'NORTH OF THE SOUTH END OF I BEAM AND 10.9 FEET WEST OF STAIRWAY
 AV0712'OPENING.  IT IS MARKED BY 4-1/4 INCH DRILLHOLES THAT FORM A
 AV0712'TRIANGLE AND THE DECK IS STAMPED C.A.T.C. 123 B AZIMUTH MARK
 AV0712'1963.
 AV0712'
 AV0712'REFERENCE MARK NO. 2 IS 39.1 FEET SOUTH OF THE NORTH END OF I BEAM,
 AV0712'11.2 FEET EAST OF THE WEST SIDE OF PLATFORM EDGE.  IT IS MARKED BY
 AV0712'4-1/4 INCH DRILLHOLES FORMING A TRIANGLE IN A 14 INCH I BEAM THAT
 AV0712'PROJECTS 3 INCHES ABOVE THE FLOORING.  THE MARK IS STAMPED RM 2.
 AV0712'
 AV0712'REFERENCE MARK NO. 1 IS 49 FEET SOUTHEAST OF THE CENTER OF STAIRWAY
 AV0712'AND 26.4 FEET SOUTH OF THE NORTH END OF AN I BEAM.  IT IS MARKED BY
 AV0712'4-1/4 INCH DRILLHOLES THAT FORM A TRIANGLE WITH ARROW POINTING
 AV0712'TOWARD STATION AND IS STAMPED RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0711 ***********************************************************************
 AV0711  DESIGNATION -  CATC 123 B RM 3
 AV0711  PID         -  AV0711
 AV0711  STATE/COUNTY-  LA/VERMILION
 AV0711  USGS QUAD   -  
 AV0711
 AV0711                         *CURRENT SURVEY CONTROL
 AV0711  ___________________________________________________________________
 AV0711* NAD 83(1992)-  29 04 27.57790(N)    092 31 47.92134(W)     ADJUSTED  
 AV0711* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AV0711  ___________________________________________________________________
 AV0711  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AV0711  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AV0711
 AV0711  HORZ ORDER  -  SECOND
 AV0711
 AV0711.The horizontal coordinates were established by classical geodetic methods
 AV0711.and adjusted by the National Geodetic Survey in January 1993..
 AV0711
 AV0711.The orthometric height was scaled from a topographic map.
 AV0711
 AV0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0711
 AV0711.The geoid height was determined by GEOID03.
 AV0711
 AV0711;                    North         East     Units Scale Factor Converg.
 AV0711;SPC LA S     -    64,272.088   883,479.408   MT  1.00005543   -0 35 54.0
 AV0711;SPC LA S     -   210,866.01  2,898,548.69   sFT  1.00005543   -0 35 54.0
 AV0711;UTM  15      - 3,216,311.663   545,747.580   MT  0.99962582   +0 13 42.3
 AV0711
 AV0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0711!SPC LA S     -   0.99999961  x   1.00005543  =   1.00005504
 AV0711!UTM  15      -   0.99999961  x   0.99962582  =   0.99962543
 AV0711
 AV0711|---------------------------------------------------------------------|
 AV0711| PID    Reference Object                     Distance      Geod. Az  |
 AV0711|                                                           dddmmss.s |
 AV0711| CV8800 CATC 123 B RM 1                       8.665 METERS 02152     |
 AV0711| AV0702 SUPERIOR C                          APPROX.26.8 KM 0351721.1 |
 AV0711| AV0712 CATC 123 B                            5.067 METERS 06406     |
 AV0711| CV8801 CATC 123 B RM 2                      10.342 METERS 32514     |
 AV0711| CV8799 CATC 123 B AZ MK                                   3572716.1 |
 AV0711|---------------------------------------------------------------------|
 AV0711
 AV0711                          SUPERSEDED SURVEY CONTROL
 AV0711
 AV0711  NAD 83(1986)-  29 04 27.60135(N)    092 31 47.90346(W) AD(       ) 2
 AV0711
 AV0711.Superseded values are not recommended for survey control.
 AV0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0711.See file dsdata.txt to determine how the superseded data were derived.
 AV0711
 AV0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4574816312(NAD 83)
 AV0711_MARKER: Q = CHISELED SQUARE
 AV0711_SETTING: 0 = UNSPECIFIED SETTING
 AV0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0711
 AV0711  HISTORY     - Date     Condition        Report By
 AV0711  HISTORY     - 1963     MONUMENTED       CGS
 AV0711
 AV0711                          STATION DESCRIPTION
 AV0711
 AV0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0711'STATION IS LOCATED ON THE MAIN DECK OF A CONTINENTAL OIL COMPANY
 AV0711'PLATFORM IN THE GULF OF MEXICO, IN FIELD 120 BLOCK NO. 123, IN THE
 AV0711'VERMILION AREA, WHICH IS ABOUT 70 MILES SOUTHEAST OF CAMERON AND
 AV0711'ABOUT 35 MILES SOUTH OF THE SHORE LINE.  IT IS 54.8 FEET SOUTH OF
 AV0711'THE NORTH END OF I BEAM, 41 FEET EAST OF THE WEST EDGE OF PLATFORM,
 AV0711'28.5 FEET EAST OF THE CENTER OF BOTTOM STEP OF STAIRWAY, 11 FEET
 AV0711'WEST OF THE EAST EDGE OF PLATFORM AND 1.6 FEET NORTH OF THE
 AV0711'NORTH WALL OF STORAGE TANK.  STATION IS MARKED BY 4-1/4 INCH
 AV0711'DRILLHOLES FORMING A TRIANGLE IN A 14 INCH I BEAM AND IS STAMPED
 AV0711'C.A.T.C. 123-B 1963.
 AV0711'
 AV0711'REFERENCE MARK NO. 3 WAS OCCUPIED.
 AV0711'
 AV0711'REFERENCE MARK NO. 3 IS ON THE TOP OF A STORAGE TANK, THAT IS 51.5
 AV0711'FEET NORTHEAST OF THE SOUTHWEST CORNER OF STORAGE TANK, 51.5 FEET
 AV0711'NORTHWEST OF THE CENTER OF A LADDER WELL, 24.5 FEET SOUTHWEST OF
 AV0711'THE NORTHEAST CORNER OF STORAGE TANK, 24.5 FEET SOUTHEAST OF THE
 AV0711'NORTHWEST CORNER OF STORAGE TANK AND 7.5 FEET SOUTH OF CENTER
 AV0711'OF STAIRWAY.  IT IS MARKED BY A CHISELED SQUARE WITH PUNCH HOLE
 AV0711'IN THE CENTER AND STAMPED RM 3.
 AV0711'
 AV0711'AZIMUTH MARK IS ON THE TOP DECK OF OIL WELL PLATFORM AND UNDER
 AV0711'HELIPORT THE PLATFORM SIGN READS C.A.T.C. 120 A.  IT IS 6.8 FEET
 AV0711'NORTH OF THE SOUTH END OF I BEAM AND 10.9 FEET WEST OF STAIRWAY
 AV0711'OPENING.  IT IS MARKED BY 4-1/4 INCH DRILLHOLES THAT FORM A
 AV0711'TRIANGLE AND THE DECK IS STAMPED C.A.T.C. 123 B AZIMUTH MARK
 AV0711'1963.
 AV0711'
 AV0711'REFERENCE MARK NO. 2 IS 39.1 FEET SOUTH OF THE NORTH END OF I BEAM,
 AV0711'11.2 FEET EAST OF THE WEST SIDE OF PLATFORM EDGE.  IT IS MARKED BY
 AV0711'4-1/4 INCH DRILLHOLES FORMING A TRIANGLE IN A 14 INCH I BEAM THAT
 AV0711'PROJECTS 3 INCHES ABOVE THE FLOORING.  THE MARK IS STAMPED RM 2.
 AV0711'
 AV0711'REFERENCE MARK NO. 1 IS 49 FEET SOUTHEAST OF THE CENTER OF STAIRWAY
 AV0711'AND 26.4 FEET SOUTH OF THE NORTH END OF AN I BEAM.  IT IS MARKED BY
 AV0711'4-1/4 INCH DRILLHOLES THAT FORM A TRIANGLE WITH ARROW POINTING
 AV0711'TOWARD STATION AND IS STAMPED RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0838 ***********************************************************************
 AT0838  DESIGNATION -  CATC 43 A
 AT0838  PID         -  AT0838
 AT0838  STATE/COUNTY-  LA/PLAQUEMINES
 AT0838  USGS QUAD   -  
 AT0838
 AT0838                         *CURRENT SURVEY CONTROL
 AT0838  ___________________________________________________________________
 AT0838* NAD 83(1992)-  28 59 54.10753(N)    089 51 26.78424(W)     ADJUSTED  
 AT0838* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0838  ___________________________________________________________________
 AT0838  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AT0838  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AT0838
 AT0838  HORZ ORDER  -  SECOND
 AT0838
 AT0838.The horizontal coordinates were established by classical geodetic methods
 AT0838.and adjusted by the National Geodetic Survey in January 1993..
 AT0838
 AT0838.The orthometric height was scaled from a topographic map.
 AT0838
 AT0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0838
 AT0838.The geoid height was determined by GEOID03.
 AT0838
 AT0838;                    North         East     Units Scale Factor Converg.
 AT0838;SPC LA S     -    56,169.742 1,143,818.867   MT  1.00007753   +0 44 16.7
 AT0838;SPC LA S     -   184,283.56  3,752,679.07   sFT  1.00007753   +0 44 16.7
 AT0838;UTM  16      - 3,211,171.267   221,619.551   MT  1.00055643   -1 23 10.1
 AT0838
 AT0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0838!SPC LA S     -   1.00000369  x   1.00007753  =   1.00008122
 AT0838!UTM  16      -   1.00000369  x   1.00055643  =   1.00056012
 AT0838
 AT0838:                Primary Azimuth Mark                     Grid Az
 AT0838:SPC LA S     -  CATC 70 3                                121 57 09.1
 AT0838:UTM  16      -  CATC 70 3                                124 04 35.9
 AT0838
 AT0838|---------------------------------------------------------------------|
 AT0838| PID    Reference Object                     Distance      Geod. Az  |
 AT0838|                                                           dddmmss.s |
 AT0838| AT0840 CATC 70 3                           APPROX. 4.8 KM 1224125.8 |
 AT0838| DD6483 CATC 43 A RM 1                        6.443 METERS 14001     |
 AT0838| DD6484 CATC 43 A RM 2                       11.955 METERS 25505     |
 AT0838| TZ0097 CATC 48 D                           APPROX.18.6 KM 2570523.1 |
 AT0838|---------------------------------------------------------------------|
 AT0838
 AT0838                          SUPERSEDED SURVEY CONTROL
 AT0838
 AT0838  NAD 83(1986)-  28 59 54.11948(N)    089 51 26.79809(W) AD(       ) 2
 AT0838
 AT0838.Superseded values are not recommended for survey control.
 AT0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0838.See file dsdata.txt to determine how the superseded data were derived.
 AT0838
 AT0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2162011171(NAD 83)
 AT0838_MARKER: Z = SEE DESCRIPTION
 AT0838_SETTING: 0 = UNSPECIFIED SETTING
 AT0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0838
 AT0838  HISTORY     - Date     Condition        Report By
 AT0838  HISTORY     - 1963     MONUMENTED       CGS
 AT0838
 AT0838                          STATION DESCRIPTION
 AT0838
 AT0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AT0838'NO TEXT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0716 ***********************************************************************
 AV0716  DESIGNATION -  CATC 47 D
 AV0716  PID         -  AV0716
 AV0716  STATE/COUNTY-  LA/CAMERON
 AV0716  USGS QUAD   -  
 AV0716
 AV0716                         *CURRENT SURVEY CONTROL
 AV0716  ___________________________________________________________________
 AV0716* NAD 83(1992)-  29 24 50.21515(N)    092 58 58.50142(W)     ADJUSTED  
 AV0716* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0716  ___________________________________________________________________
 AV0716  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0716  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AV0716
 AV0716  HORZ ORDER  -  SECOND
 AV0716
 AV0716.The horizontal coordinates were established by classical geodetic methods
 AV0716.and adjusted by the National Geodetic Survey in January 1993..
 AV0716
 AV0716.The orthometric height was scaled from a topographic map.
 AV0716
 AV0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0716
 AV0716.The geoid height was determined by GEOID03.
 AV0716
 AV0716;                    North         East     Units Scale Factor Converg.
 AV0716;SPC LA S     -   102,460.017   839,920.025   MT  0.99997784   -0 49 29.3
 AV0716;SPC LA S     -   336,154.24  2,755,637.62   sFT  0.99997784   -0 49 29.3
 AV0716;UTM  15      - 3,253,849.118   501,657.205   MT  0.99960003   +0 00 30.2
 AV0716
 AV0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0716!SPC LA S     -   1.00000397  x   0.99997784  =   0.99998181
 AV0716!UTM  15      -   1.00000397  x   0.99960003  =   0.99960400
 AV0716
 AV0716|---------------------------------------------------------------------|
 AV0716| PID    Reference Object                     Distance      Geod. Az  |
 AV0716|                                                           dddmmss.s |
 AV0716| CV8805 CATC 47 D RM 1                       16.560 METERS 17641     |
 AV0716| CV8804 CATC 47 D AZ MK                                    1855341.6 |
 AV0716| CV8806 CATC 47 D RM 2                       17.355 METERS 32454     |
 AV0716|---------------------------------------------------------------------|
 AV0716
 AV0716                          SUPERSEDED SURVEY CONTROL
 AV0716
 AV0716  NAD 83(1986)-  29 24 50.23867(N)    092 58 58.48294(W) AD(       ) 2
 AV0716
 AV0716.Superseded values are not recommended for survey control.
 AV0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0716.See file dsdata.txt to determine how the superseded data were derived.
 AV0716
 AV0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0165753849(NAD 83)
 AV0716_MARKER: H = DRILL HOLE
 AV0716_SETTING: 0 = UNSPECIFIED SETTING
 AV0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0716
 AV0716  HISTORY     - Date     Condition        Report By
 AV0716  HISTORY     - 1963     MONUMENTED       CGS
 AV0716
 AV0716                          STATION DESCRIPTION
 AV0716
 AV0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0716'STATION IS LOCATED IN THE GULF OF MEXICO ON A GAS WELL PLATFORM
 AV0716'OWNED BY THE CONTINENTAL OIL CO.  IT IS IN BLOCK 47 OF THE EAST
 AV0716'CAMERON AREA, WHICH IS ABOUT 33 MILES SOUTHEAST OF CAMERON, LA.
 AV0716'AND 20 MILES SOUTH OF THE COASTLINE.  THE STATION IS LOCATED ON
 AV0716'THE TOP DECK OF THE PLATFORM WHICH IS ABOUT 50 FEET ABOVE THE
 AV0716'WATER.
 AV0716'
 AV0716'THE NEAREST PORT IS CAMERON, LOUISIANA.
 AV0716'
 AV0716'STATION MARK IS STAMPED C.A.T.C. 47-D 1963.  IT IS A DRILL HOLE IN
 AV0716'A STEEL BEAM SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A
 AV0716'TRIANGLE.  IT IS 54.5 FEET SOUTH OF NORTH EDGE OF THE PLATFORM AND
 AV0716'49.0 FEET EAST OF WEST EDGE OF THE PLATFORM.
 AV0716'
 AV0716'REFERENCE MARK NUMBER 1 IS STAMPED RM NO 1.  IT IS A DRILL HOLE IN
 AV0716'A STEEL SKID BEAM SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A
 AV0716'TRIANGLE WITH A CHISELED ARROW POINTING TOWARD STATION.  IT IS 49.0
 AV0716'FEET EAST OF WEST EDGE OF PLATFORM AND 1.4 FEET NORTH OF SOUTH
 AV0716'EDGE OF PLATFORM.
 AV0716'
 AV0716'REFERENCE MARK NUMBER 2 IS STAMPED RM NO 2.  IT IS A DRILL HOLE IN A
 AV0716'STEEL SKID BEAM SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A
 AV0716'TRIANGLE WITH A CHISELED ARROW POINTING TOWARD STATION.  IT IS 19.1
 AV0716'FEET EAST OF WEST EDGE OF PLATFORM AND STAIRWAY AND 5.8 FEET SOUTH
 AV0716'OF NORTH EDGE OF PLATFORM.
 AV0716'
 AV0716'AZIMUTH MARK IS LOCATED ON THE DRILLING PLATFORM OF A 3 PLATFORM
 AV0716'STRUCTURE WITH MOBIL OIL CO. EC 64-A 101-1 ON THE SIDE.  IT IS
 AV0716'ABOUT 1/2 MILE SOUTHWEST OF STATION.  IT IS STAMPED C.A.T.C. 47-D
 AV0716'AND IS A DRILL HOLE SURROUNDED BY THREE DRILL HOLES IN THE SHAPE
 AV0716'OF A TRIANGLE IN A STEEL SKID BEAM.  IT IS 22 FEET EAST-SOUTHEAST
 AV0716'OF NORTHWEST EDGE OF PLATFORM AND 12 FEET WEST-SOUTHWEST OF
 AV0716'NORTHEAST EDGE OF PLATFORM.
 AV0716'
 AV0716'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0779 ***********************************************************************
 AV0779  DESIGNATION -  CATER
 AV0779  PID         -  AV0779
 AV0779  STATE/COUNTY-  LA/CAMERON
 AV0779  USGS QUAD   -  CREOLE (1982)
 AV0779
 AV0779                         *CURRENT SURVEY CONTROL
 AV0779  ___________________________________________________________________
 AV0779* NAD 83(1992)-  29 45 26.92779(N)    093 06 31.25314(W)     ADJUSTED  
 AV0779* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AV0779  **This station is located in a subsidence area (see below).
 AV0779  ___________________________________________________________________
 AV0779  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AV0779  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AV0779
 AV0779  HORZ ORDER  -  SECOND
 AV0779
 AV0779.The horizontal coordinates were established by classical geodetic methods
 AV0779.and adjusted by the National Geodetic Survey in January 1993..
 AV0779
 AV0779 ** The orthometric height has not been validated since last determined
 AV0779 ** by differential leveling and should not be used for control purposes.
 AV0779 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0779 ** area with valid NAVD 88 orthometric heights.
 AV0779 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0779 ** epoch indicated which incorporates improved geoid heights for the
 AV0779 ** Southern Louisiana Subsidence area.
 AV0779 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0779
 AV0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0779
 AV0779.The geoid height was determined by GEOID03.
 AV0779
 AV0779;                    North         East     Units Scale Factor Converg.
 AV0779;SPC LA S     -   140,714.953   828,306.373   MT  0.99993471   -0 53 15.7
 AV0779;SPC LA S     -   461,662.31  2,717,535.16   sFT  0.99993471   -0 53 15.7
 AV0779;UTM  15      - 3,291,917.606   489,492.531   MT  0.99960136   -0 03 14.2
 AV0779
 AV0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0779!SPC LA S     -   1.00000405  x   0.99993471  =   0.99993876
 AV0779!UTM  15      -   1.00000405  x   0.99960136  =   0.99960541
 AV0779
 AV0779|---------------------------------------------------------------------|
 AV0779| PID    Reference Object                     Distance      Geod. Az  |
 AV0779|                                                           dddmmss.s |
 AV0779| CV8808 CATER RM 2                           13.683 METERS 01222     |
 AV0779| AV0766 GRAND CHENIER COLUM GULF MAST       APPROX.12.0 KM 0814015.9 |
 AV0779| CV8807 CATER RM 1                           17.953 METERS 24411     |
 AV0779| AV0820 CAMERON RADIO STA KKD 814 MAST      APPROX.18.7 KM 2802649.4 |
 AV0779| AV0787 RUTHERFORD                          APPROX. 2.5 KM 2895945.7 |
 AV0779| AV0780 CREOLE CAMERON TELE MICRO MAST      APPROX. 8.4 KM 3590935.4 |
 AV0779|---------------------------------------------------------------------|
 AV0779
 AV0779                          SUPERSEDED SURVEY CONTROL
 AV0779
 AV0779  NAD 83(1986)-  29 45 26.95269(N)    093 06 31.23475(W) AD(       ) 2
 AV0779  NAD 27      -  29 45 26.15120(N)    093 06 30.69620(W) AD(       ) 2
 AV0779  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AV0779
 AV0779.Superseded values are not recommended for survey control.
 AV0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0779.See file dsdata.txt to determine how the superseded data were derived.
 AV0779
 AV0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8949391918(NAD 83)
 AV0779_MARKER: DS = TRIANGULATION STATION DISK
 AV0779_SETTING: 0 = UNSPECIFIED SETTING
 AV0779
 AV0779  HISTORY     - Date     Condition        Report By
 AV0779  HISTORY     - 1963     MONUMENTED       CGS
 AV0779
 AV0779                          STATION DESCRIPTION
 AV0779
 AV0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0779'THE STATION IS ABOUT 4 MILES SOUTH OF CREOLE, NEAR THE NORTHWEST
 AV0779'END OF A BRUSHY RIDGE AND NEAR THE ENTRANCE TO THE MERMENTAU
 AV0779'RIVER.
 AV0779'
 AV0779'TO REACH THE STATION FROM CREOLE, GO SOUTH ON STATE HIGHWAY
 AV0779'82 FOR 2.0 MILES TO A BOAT LANDING ON THE CREOLE CANAL IN THE
 AV0779'SMALL SETTLEMENT OF OAK GROVE.  TAKE A BOAT HERE AND GO SOUTH
 AV0779'IN THE CREOLE CANAL FOR ABOUT 2.0 MILES TO THE JUNCTION WITH
 AV0779'THE MERMENTAU RIVER.  BEAR RIGHT AND GO WESTERLY IN THE RIVER
 AV0779'FOR ABOUT 0.3 MILE TO THE STATION ON THE LEFT JUST BEFORE
 AV0779'REACHING THE GULF.
 AV0779'
 AV0779'THE STATION MARK IS A STANDARD DISK STAMPED CATER 1963 CLAMPED
 AV0779'TO THE TOP OF A 5/8 INCH COPPER ROD WHICH PROJECTS ABOUT 3
 AV0779'INCHES.  THE MARK IS 376 FEET EAST OF THE EAST EDGE OF THE GULF
 AV0779'BEACH AT HIGH TIDE AND 264 FEET SOUTH OF THE SOUTH SIDE
 AV0779'OF THE MERMENTAU RIVER AT HIGH TIDE.
 AV0779'
 AV0779'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CATER NO 1 1963
 AV0779'CLAMPED TO THE TOP OF A 5/8 INCH COPPER ROD THAT PROJECTS
 AV0779'ABOUT 2 INCHES.  THE MARK IS 361 FEET EAST OF THE EAST EDGE
 AV0779'OF THE GULF AT HIGH TIDE AND 277 FEET SOUTH OF THE SOUTH
 AV0779'SIDE OF THE MERMENTAU RIVER AT HIGH TIDE.
 AV0779'
 AV0779'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CATER NO 2 1963
 AV0779'CLAMPED TO THE TOP OF A 5/8 INCH COPPER ROD THAT PROJECTS
 AV0779'ABOUT 2 INCHES.  THE MARK IS 308 FEET EAST OF THE EAST EDGE
 AV0779'OF THE GULF AT HIGH TIDE AND 220 FEET SOUTH OF THE SOUTH
 AV0779'SIDE OF THE MERMENTAU RIVER AT HIGH TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0760 ***********************************************************************
 AV0760  DESIGNATION -  CATFISH USGS 1933
 AV0760  PID         -  AV0760
 AV0760  STATE/COUNTY-  LA/CAMERON
 AV0760  USGS QUAD   -  CATFISH LAKE (1980)
 AV0760
 AV0760                         *CURRENT SURVEY CONTROL
 AV0760  ___________________________________________________________________
 AV0760* NAD 83(1992)-  29 51 46.69510(N)    092 50 19.23756(W)     ADJUSTED  
 AV0760* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0760  **This station is located in a subsidence area (see below).
 AV0760  ___________________________________________________________________
 AV0760  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0760  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AV0760
 AV0760  HORZ ORDER  -  THIRD
 AV0760
 AV0760.The horizontal coordinates were established by classical geodetic methods
 AV0760.and adjusted by the National Geodetic Survey in January 1993..
 AV0760
 AV0760 ** The orthometric height has not been validated since last determined
 AV0760 ** by differential leveling and should not be used for control purposes.
 AV0760 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0760 ** area with valid NAVD 88 orthometric heights.
 AV0760 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0760 ** epoch indicated which incorporates improved geoid heights for the
 AV0760 ** Southern Louisiana Subsidence area.
 AV0760 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0760.The orthometric height was scaled from a topographic map.
 AV0760
 AV0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0760
 AV0760.The geoid height was determined by GEOID03.
 AV0760
 AV0760;                    North         East     Units Scale Factor Converg.
 AV0760;SPC LA S     -   152,032.933   854,570.414   MT  0.99992862   -0 45 09.7
 AV0760;SPC LA S     -   498,794.71  2,803,703.10   sFT  0.99992862   -0 45 09.7
 AV0760;UTM  15      - 3,303,612.494   515,580.562   MT  0.99960299   +0 04 49.2
 AV0760
 AV0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0760!SPC LA S     -   1.00000418  x   0.99992862  =   0.99993280
 AV0760!UTM  15      -   1.00000418  x   0.99960299  =   0.99960717
 AV0760
 AV0760:                Primary Azimuth Mark                     Grid Az
 AV0760:SPC LA S     -  MISERE                                   300 05 14.6
 AV0760:UTM  15      -  MISERE                                   299 15 15.7
 AV0760
 AV0760|---------------------------------------------------------------------|
 AV0760| PID    Reference Object                     Distance      Geod. Az  |
 AV0760|                                                           dddmmss.s |
 AV0760| AV0772 MISERE                              APPROX. 8.3 KM 2992004.9 |
 AV0760|---------------------------------------------------------------------|
 AV0760
 AV0760                          SUPERSEDED SURVEY CONTROL
 AV0760
 AV0760  NAD 83(1986)-  29 51 46.71805(N)    092 50 19.22499(W) AD(       ) 3
 AV0760  NAD 27      -  29 51 45.94000(N)    092 50 18.67000(W) AD(       ) 3
 AV0760
 AV0760.Superseded values are not recommended for survey control.
 AV0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0760.See file dsdata.txt to determine how the superseded data were derived.
 AV0760
 AV0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1558103612(NAD 83)
 AV0760_MARKER: DD = SURVEY DISK
 AV0760_SETTING: 0 = UNSPECIFIED SETTING
 AV0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0760
 AV0760  HISTORY     - Date     Condition        Report By
 AV0760  HISTORY     - 1933     MONUMENTED       USGS
 AV0760  HISTORY     - 1949     SEE DESCRIPTION  CGS
 AV0760
 AV0760                          STATION DESCRIPTION
 AV0760
 AV0760'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0760'ON THE SW SIDE OF GRAND LAKE, ON CATFISH POINT (WHICH IS
 AV0760'SHARP POINT AT ENTRANCE OF MERMENTAU RIVER TO GRAND LAKE)
 AV0760'ON THE E SIDE OF RIVER ABOUT 1.5 MILES W FROM TIMBERED POINT
 AV0760'KNOWN AS TEBO POINT AND 0.5 MILE NE OF CATFISH BAYOU ENTRANCE
 AV0760'TO RIVER.  STATION IS AT WATERS EDGE.
 AV0760'
 AV0760'STATION MARK IS A 6-INCH CAST IRON PIPE FILLED WITH CONCRETE
 AV0760'AND DRIVEN INTO WATER LEAVING 12 INCHES OF PIPE PROJECTING OUT
 AV0760'OF WATER.  IN TOP OF CONCRETE A STANDARD TABLET STAMPED
 AV0760'CATFISH 1933.
 AV0760'
 AV0760'NO REFERENCE TABLET.
 AV0760'
 AV0760'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0760'ELEVATION 35 FEET.
 AV0760
 AV0760                          STATION RECOVERY (1949)
 AV0760
 AV0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FNS)
 AV0760'LETTER OF MR. F.N. SHUTTS, LAKE CHARLES, LA., DATED SEPTEMBER
 AV0760'27, 1949--
 AV0760'
 AV0760'STATION WASHED IN THE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3076 ***********************************************************************
 BK3076  DESIGNATION -  CAVANAUGH
 BK3076  PID         -  BK3076
 BK3076  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK3076  USGS QUAD   -  TOPSY (1957)
 BK3076
 BK3076                         *CURRENT SURVEY CONTROL
 BK3076  ___________________________________________________________________
 BK3076* NAD 83(1992)-  30 24 31.07611(N)    093 03 52.90604(W)     ADJUSTED  
 BK3076* NAVD 88     -         8.2  **(meters)      27.   **(feet)  VERTCON   
 BK3076  **This station is located in a subsidence area (see below).
 BK3076  ___________________________________________________________________
 BK3076  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK3076  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3076
 BK3076  HORZ ORDER  -  SECOND
 BK3076
 BK3076.The horizontal coordinates were established by classical geodetic methods
 BK3076.and adjusted by the National Geodetic Survey in January 1993..
 BK3076
 BK3076 ** The orthometric height has not been validated since last determined
 BK3076 ** by differential leveling and should not be used for control purposes.
 BK3076 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3076 ** area with valid NAVD 88 orthometric heights.
 BK3076 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3076 ** epoch indicated which incorporates improved geoid heights for the
 BK3076 ** Southern Louisiana Subsidence area.
 BK3076 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3076
 BK3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3076
 BK3076.The geoid height was determined by GEOID03.
 BK3076
 BK3076;                    North         East     Units Scale Factor Converg.
 BK3076;SPC LA S     -   212,819.467   833,650.378   MT  0.99995098   -0 51 56.5
 BK3076;SPC LA S     -   698,225.20  2,735,067.95   sFT  0.99995098   -0 51 56.5
 BK3076;UTM  15      - 3,364,068.303   493,785.931   MT  0.99960048   -0 01 57.9
 BK3076
 BK3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3076!SPC LA S     -   1.00000299  x   0.99995098  =   0.99995397
 BK3076!UTM  15      -   1.00000299  x   0.99960048  =   0.99960347
 BK3076
 BK3076|---------------------------------------------------------------------|
 BK3076| PID    Reference Object                     Distance      Geod. Az  |
 BK3076|                                                           dddmmss.s |
 BK3076| CV8225 CAVANAUGH RM 1                       25.466 METERS 04526     |
 BK3076| CV8226 CAVANAUGH RM 2                       28.633 METERS 12047     |
 BK3076| BK3077 TOPSY                               APPROX. 3.2 KM 2330538.7 |
 BK3076|---------------------------------------------------------------------|
 BK3076
 BK3076                          SUPERSEDED SURVEY CONTROL
 BK3076
 BK3076  NAD 83(1986)-  30 24 31.09635(N)    093 03 52.89910(W) AD(       ) 2
 BK3076  NAD 27      -  30 24 30.36776(N)    093 03 52.34899(W) AD(       ) 2
 BK3076  NGVD 29 (07/19/86)    8.2    (m)           27.     (f) VERT ANG       
 BK3076
 BK3076.Superseded values are not recommended for survey control.
 BK3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3076.See file dsdata.txt to determine how the superseded data were derived.
 BK3076
 BK3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9378664068(NAD 83)
 BK3076_MARKER: DS = TRIANGULATION STATION DISK
 BK3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3076
 BK3076  HISTORY     - Date     Condition        Report By
 BK3076  HISTORY     - 1963     MONUMENTED       CGS
 BK3076
 BK3076                          STATION DESCRIPTION
 BK3076
 BK3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3076'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF INDIAN
 BK3076'VILLAGE, 7-1/2 MILES SOUTH-SOUTHWEST OF REEVES AND ON PROPERTY
 BK3076'OWNED BY JUDGE CAVANAUGH.
 BK3076'
 BK3076'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BK3076'90 AND 171 IN THE NORTHEAST SIDE OF LAKE CHARLES, GO NORTHERLY
 BK3076'ON U.S. HIGHWAY 171 FOR 10.4 MILES TO A CROSSROAD IN THE VILLAGE
 BK3076'OF GILLIS AN PHILLIPS 66 SERVICE STATION IN SOUTHWEST ANGLE
 BK3076'OF INTERSECTION, TURN RIGHT AND GO EAST ON A MACADAM ROAD
 BK3076'FOR 0.7 MILE, TURN LEFT FOR 1.0 MILE, TURN RIGHT AND GO EAST
 BK3076'AND NORTHEAST FOR 3.8 MILES TO END OF PAVEMENT, CONTINUE
 BK3076'ON THE MAIN TRAVELED ROAD (GRAVELED) FOR 1.2 MILES TO A SIDE
 BK3076'ROAD RIGHT AND CHURCH IN THE SOUTHEAST ANGLE OF THE
 BK3076'INTERSECTION, TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD FOR
 BK3076'1.5 MILES TO TWO BRIDGES, CONTINUE EAST FOR 0.15 MILE TO A
 BK3076'SIDE ROAD LEFT, KEEP STRAIGHT AHEAD EAST FOR 0.8
 BK3076'MILE TO MR. REEVES HOME ON THE RIGHT, CONTINUE NORTHEASTERLY
 BK3076'ON THE MAIN TRAVELED ROAD FOR 1.35 MILES TO A DIM FORK, KEEP
 BK3076'RIGHT FORK FOR 0.2 MILE TO A FORK, KEEP RIGHT (SOUTH) FOR
 BK3076'0.4 MILE TO A LOCKED GATE, PASS THROUGH THE GATE AND
 BK3076'CONTINUE FOR 0.3 TO A DRIVEWAY LEFT LEADING TO TWO CABINES,
 BK3076'TURN LEFT ON THE DRIVEWAY AND FOLLOW AROUND THE RIGHT
 BK3076'SIDE OF THE FENCE AND LEFT AROUND THE FENCE CORNER TO
 BK3076'THE TOP OF A KNOLL AND STATION.
 BK3076'
 BK3076'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF A
 BK3076'10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 BK3076'AND STAMPED CAVANAUGH 1963.  THE MARK IS 5.5 FEET SOUTHWEST
 BK3076'OF A 3 INCH IN DIAMETER CREOSOTE WOOD WITNESS POST WITH SIGN,
 BK3076'71.6 FEET NORTHEAST OF A TIN GARAGE, AND 28.7 FEET NORTH
 BK3076'OF A 20 INCH PINE TREE.
 BK3076'
 BK3076'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF
 BK3076'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 BK3076'AND STAMPED CAVANAUGH NO 1 1963.  THE MARK IS 0.6 FEET EAST
 BK3076'OF THE FENCE, 22 FEET NORTH OF THE NORTH CORNER OF A TIN GARAGE
 BK3076'AND 32 FEET SOUTH OF THE FENCE CORNER.
 BK3076'
 BK3076'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 BK3076'OF A 10 INCH SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH
 BK3076'THE GROUND AND STAMPED CAVANAUGH NO 2 1963.  THE MARK IS 1
 BK3076'FOOT EAST OF THE FENCE, 63 FEET SOUTH OF THE SOUTH CORNER OF
 BK3076'A TIN GARAGE, 31 FEET NORTH OF THE FENCE CORNER AND 33 FEET
 BK3076'SOUTH-SOUTHEAST OF A SMALL WATER TANK.
 BK3076'
 BK3076'HEIGHT OF LIGHT ABOVE STATION MARK 34.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6430 ***********************************************************************
 AH6430  DESIGNATION -  CEB 01
 AH6430  PID         -  AH6430
 AH6430  STATE/COUNTY-  LA/TERREBONNE
 AH6430  USGS QUAD   -  SAVOIE (1980)
 AH6430
 AH6430                         *CURRENT SURVEY CONTROL
 AH6430  ___________________________________________________________________
 AH6430* NAD 83(1992)-  29 40 27.99895(N)    090 43 59.78104(W)     ADJUSTED  
 AH6430* NAVD 88     -         3.0  **(meters)      10.   **(feet)  GPS OBS   
 AH6430  **This station is located in a subsidence area (see below).
 AH6430  ___________________________________________________________________
 AH6430  X           -     -70,978.337 (meters)                     COMP
 AH6430  Y           -  -5,545,737.831 (meters)                     COMP
 AH6430  Z           -   3,139,058.542 (meters)                     COMP
 AH6430  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6430  ELLIP HEIGHT-         -22.57  (meters)          (02/21/02) GPS OBS
 AH6430  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH6430
 AH6430  HORZ ORDER  -  FIRST
 AH6430  ELLP ORDER  -  FIFTH     CLASS I
 AH6430
 AH6430.The horizontal coordinates were established by GPS observations
 AH6430.and adjusted by the National Geodetic Survey in December 1998..
 AH6430
 AH6430 ** The orthometric height has not been validated since last determined
 AH6430 ** by differential leveling and should not be used for control purposes.
 AH6430 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6430 ** area with valid NAVD 88 orthometric heights.
 AH6430 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6430 ** epoch indicated which incorporates improved geoid heights for the
 AH6430 ** Southern Louisiana Subsidence area.
 AH6430 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6430.The orthometric height was determined by GPS observations and a
 AH6430.high-resolution geoid model.
 AH6430
 AH6430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6430
 AH6430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6430
 AH6430.The ellipsoidal height was determined by GPS observations
 AH6430.and is referenced to NAD 83.
 AH6430
 AH6430.The geoid height was determined by GEOID03.
 AH6430
 AH6430;                    North         East     Units Scale Factor Converg.
 AH6430;SPC LA S     -   130,333.206 1,058,082.038   MT  0.99994187   +0 18 00.1
 AH6430;SPC LA S     -   427,601.53  3,471,390.82   sFT  0.99994187   +0 18 00.1
 AH6430;UTM  15      - 3,284,860.915   719,360.055   MT  1.00019375   +1 07 21.5
 AH6430
 AH6430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6430!SPC LA S     -   1.00000354  x   0.99994187  =   0.99994541
 AH6430!UTM  15      -   1.00000354  x   1.00019375  =   1.00019730
 AH6430
 AH6430|---------------------------------------------------------------------|
 AH6430| PID    Reference Object                     Distance      Geod. Az  |
 AH6430|                                                           dddmmss.s |
 AH6430| AH6436 BBLUB 19                            364.443 METERS 28128     |
 AH6430|---------------------------------------------------------------------|
 AH6430
 AH6430                          SUPERSEDED SURVEY CONTROL
 AH6430
 AH6430  ELLIP H (12/17/98)  -22.55   (m)                       GP(       ) 4 2
 AH6430
 AH6430.Superseded values are not recommended for survey control.
 AH6430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6430.See file dsdata.txt to determine how the superseded data were derived.
 AH6430
 AH6430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1936084861(NAD 83)
 AH6430_MARKER: DD = SURVEY DISK
 AH6430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6430_STAMPING: CEB-01
 AH6430_MARK LOGO: LA-109
 AH6430_PROJECTION: FLUSH
 AH6430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6430+STABILITY: SURFACE MOTION
 AH6430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6430+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6430
 AH6430  HISTORY     - Date     Condition        Report By
 AH6430  HISTORY     - 1995     MONUMENTED       MPHI
 AH6430
 AH6430                          STATION DESCRIPTION
 AH6430
 AH6430'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6430'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON
 AH6430'HIGHWAY 24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HIGHWAY 90.  TRAVEL ON
 AH6430'HWY 90 EAST FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HIGHWAY 316. TURN
 AH6430'LEFT ON HIGHWAY 316 AND TRAVEL NORTHERLY FOR 3.60 MI (5.79 KM) TO
 AH6430'JUNCTION WITH COUNTRY ESTATE DRIVE.  TURN LEFT ON COUNTRY ESTATE DRIVE
 AH6430'FOR 0.05 MI (0.08 KM) AND THE STATION IS ON THE LEFT. THE STATION IS A
 AH6430'2 INCH DISK IN CONCRETE. THE STATION IS 17.20 FT (5.24 M)  SOUTHEAST
 AH6430'FROM THE CENTERLINE OF THE ROAD, 16.20 FT (4.94 M)  NORTHEAST FROM THE
 AH6430'LIGHT POLE, 152.30 FT (46.42 M)  SOUTHWEST FROM THE FIRE HYDRANT, AND
 AH6430'60.90 FT (18.56 M) WEST FROM THE SOUTHWEST CORNER OF THE YELLOW
 AH6430'WOODFRAME BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6435 ***********************************************************************
 AH6435  DESIGNATION -  CEB 02
 AH6435  PID         -  AH6435
 AH6435  STATE/COUNTY-  LA/TERREBONNE
 AH6435  USGS QUAD   -  SAVOIE (1980)
 AH6435
 AH6435                         *CURRENT SURVEY CONTROL
 AH6435  ___________________________________________________________________
 AH6435* NAD 83(1992)-  29 40 10.34907(N)    090 44 16.78479(W)     ADJUSTED  
 AH6435* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6435  **This station is located in a subsidence area (see below).
 AH6435  ___________________________________________________________________
 AH6435  X           -     -71,438.957 (meters)                     COMP
 AH6435  Y           -  -5,545,999.758 (meters)                     COMP
 AH6435  Z           -   3,138,585.663 (meters)                     COMP
 AH6435  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6435  ELLIP HEIGHT-         -23.96  (meters)          (02/21/02) GPS OBS
 AH6435  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH6435
 AH6435  HORZ ORDER  -  FIRST
 AH6435  ELLP ORDER  -  FIFTH     CLASS I
 AH6435
 AH6435.The horizontal coordinates were established by GPS observations
 AH6435.and adjusted by the National Geodetic Survey in December 1998..
 AH6435
 AH6435 ** The orthometric height has not been validated since last determined
 AH6435 ** by differential leveling and should not be used for control purposes.
 AH6435 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6435 ** area with valid NAVD 88 orthometric heights.
 AH6435 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6435 ** epoch indicated which incorporates improved geoid heights for the
 AH6435 ** Southern Louisiana Subsidence area.
 AH6435 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6435.The orthometric height was determined by GPS observations and a
 AH6435.high-resolution geoid model.
 AH6435
 AH6435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6435
 AH6435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6435
 AH6435.The ellipsoidal height was determined by GPS observations
 AH6435.and is referenced to NAD 83.
 AH6435
 AH6435.The geoid height was determined by GEOID03.
 AH6435
 AH6435;                    North         East     Units Scale Factor Converg.
 AH6435;SPC LA S     -   129,787.406 1,057,627.684   MT  0.99994236   +0 17 51.6
 AH6435;SPC LA S     -   425,810.85  3,469,900.16   sFT  0.99994236   +0 17 51.6
 AH6435;UTM  15      - 3,284,308.510   718,913.471   MT  1.00019134   +1 07 12.5
 AH6435
 AH6435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6435!SPC LA S     -   1.00000376  x   0.99994236  =   0.99994612
 AH6435!UTM  15      -   1.00000376  x   1.00019134  =   1.00019510
 AH6435
 AH6435                          SUPERSEDED SURVEY CONTROL
 AH6435
 AH6435  ELLIP H (12/17/98)  -23.95   (m)                       GP(       ) 4 2
 AH6435
 AH6435.Superseded values are not recommended for survey control.
 AH6435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6435.See file dsdata.txt to determine how the superseded data were derived.
 AH6435
 AH6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1891384309(NAD 83)
 AH6435_MARKER: DD = SURVEY DISK
 AH6435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6435_STAMPING: CEB 02
 AH6435_MARK LOGO: LA-109
 AH6435_PROJECTION: FLUSH
 AH6435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6435+STABILITY: SURFACE MOTION
 AH6435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6435+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6435
 AH6435  HISTORY     - Date     Condition        Report By
 AH6435  HISTORY     - 1995     MONUMENTED       MPHI
 AH6435
 AH6435                          STATION DESCRIPTION
 AH6435
 AH6435'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6435'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6435'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6435'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HIGHWAY 316.  TURN LEFT ON HWY
 AH6435'316 AND TRAVEL NORTHERLY FOR 3.6 MI (5.8 KM) TO JUNCTION WITH COUNTRY
 AH6435'ESTATE DRIVE. TURN LEFT ON COUNTRY ESTATE DRIVE AND TRAVEL FOR 0.5 MI
 AH6435'(0.8 KM) AND THE STATION IS ON THE RIGHT.  THE STATION IS A 2 INCH
 AH6435'DISK IN CONCRETE. THE STATION IS 15.70 FT (4.79 M) NORTHWEST FROM THE
 AH6435'CENTERLINE OF COUNTRY ESTATE DRIVE, 18.00 FT (5.49 M) SOUTH FROM THE
 AH6435'TELEPHONE PED., 136.20 FT (41.51 M) NORTHEAST FROM THE NORTH CORNER OF
 AH6435'THE BRIDGE, AND 73.10 FT (22.28 M) NORTH FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5185 ***********************************************************************
 BJ5185  DESIGNATION -  CECELIA MUN TANK
 BJ5185  PID         -  BJ5185
 BJ5185  STATE/COUNTY-  LA/ST MARTIN
 BJ5185  USGS QUAD   -  CECILIA (1970)
 BJ5185
 BJ5185                         *CURRENT SURVEY CONTROL
 BJ5185  ___________________________________________________________________
 BJ5185* NAD 83(1992)-  30 20 23.39885(N)    091 50 29.24327(W)     ADJUSTED  
 BJ5185* NAVD 88     -                                                        
 BJ5185  **This station is located in a subsidence area (see below).
 BJ5185  ___________________________________________________________________
 BJ5185  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5185  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ5185
 BJ5185  HORZ ORDER  -  THIRD
 BJ5185
 BJ5185.The horizontal coordinates were established by classical geodetic methods
 BJ5185.and adjusted by the National Geodetic Survey in January 1993..
 BJ5185
 BJ5185 ** The orthometric height has not been validated since last determined
 BJ5185 ** by differential leveling and should not be used for control purposes.
 BJ5185 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5185 ** area with valid NAVD 88 orthometric heights.
 BJ5185 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5185 ** epoch indicated which incorporates improved geoid heights for the
 BJ5185 ** Southern Louisiana Subsidence area.
 BJ5185 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5185
 BJ5185.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5185
 BJ5185.The geoid height was determined by GEOID03.
 BJ5185
 BJ5185;                    North         East     Units Scale Factor Converg.
 BJ5185;SPC LA S     -   204,044.451   951,143.930   MT  0.99994318   -0 15 14.6
 BJ5185;SPC LA S     -   669,435.84  3,120,544.71   sFT  0.99994318   -0 15 14.6
 BJ5185;UTM  15      - 3,357,011.336   611,359.912   MT  0.99975299   +0 35 07.0
 BJ5185
 BJ5185                          SUPERSEDED SURVEY CONTROL
 BJ5185
 BJ5185  NAD 83(1986)-  30 20 23.41905(N)    091 50 29.23792(W) AD(       ) 4
 BJ5185  NAD 27      -  30 20 22.71173(N)    091 50 28.82617(W) AD(       ) 3
 BJ5185
 BJ5185.Superseded values are not recommended for survey control.
 BJ5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5185.See file dsdata.txt to determine how the superseded data were derived.
 BJ5185
 BJ5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1136057011(NAD 83)
 BJ5185_MARKER: 53 = ELEVATED TANK
 BJ5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5185+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 BJ5185
 BJ5185  HISTORY     - Date     Condition        Report By
 BJ5185  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5185  HISTORY     - 19990712 GOOD             USPSQD
 BJ5185  HISTORY     - 20031124 GOOD             USPSQD
 BJ5185
 BJ5185                          STATION DESCRIPTION
 BJ5185
 BJ5185'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5185'THE STATION IS THE VENT AT THE TOP CENTER OF THE CECELIA MUNICIPAL
 BJ5185'WATER TANK.  THE TANK IS PAINTED GREEN, SUPPORTED BY A FOUR-LEGGED
 BJ5185'STEEL STRUCTURE WITH AN OVER-ALL HEIGHT OF 125 FEET.
 BJ5185'
 BJ5185'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 347 AND 328
 BJ5185'IN CECELIA, GO EASTERLY ON HIGHWAY 347 FOR 0.6 MILE TO A SIDE ROAD
 BJ5185'LEFT.  TURN LEFT AND GO NORTHERLY FOR 0.1 MILE TO THE STATION ON
 BJ5185'THE LEFT.
 BJ5185
 BJ5185                          STATION RECOVERY (1999)
 BJ5185
 BJ5185'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5185'RECOVERED IN GOOD CONDITION.
 BJ5185
 BJ5185                          STATION RECOVERY (2003)
 BJ5185
 BJ5185'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ5185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1831 ***********************************************************************
 CQ1831  DESIGNATION -  CECILE BOLT
 CQ1831  PID         -  CQ1831
 CQ1831  STATE/COUNTY-  LA/CADDO
 CQ1831  USGS QUAD   -  ELM GROVE (1980)
 CQ1831
 CQ1831                         *CURRENT SURVEY CONTROL
 CQ1831  ___________________________________________________________________
 CQ1831* NAD 83(1986)-  32 19 05.     (N)    093 35 25.     (W)     SCALED    
 CQ1831* NAVD 88     -        45.83   (+/-2cm)     150.4    (feet)  VERTCON   
 CQ1831  ___________________________________________________________________
 CQ1831  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1831
 CQ1831  VERT ORDER  -  ? (See Below)
 CQ1831
 CQ1831.The horizontal coordinates were scaled from a topographic map and have
 CQ1831.an estimated accuracy of +/- 6 seconds.
 CQ1831
 CQ1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1831.The vertical order pertains to the NGVD 29 superseded value.
 CQ1831
 CQ1831.The geoid height was determined by GEOID03.
 CQ1831
 CQ1831;                    North         East    Units  Estimated Accuracy
 CQ1831;SPC LA N     -   202,100.      897,340.      MT  (+/- 180 meters Scaled)
 CQ1831
 CQ1831                          SUPERSEDED SURVEY CONTROL
 CQ1831
 CQ1831  NGVD 29 (??/??/??)   45.888  (m)          150.55   (f) ADJUSTED    ?  
 CQ1831
 CQ1831.Superseded values are not recommended for survey control.
 CQ1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1831.See file dsdata.txt to determine how the superseded data were derived.
 CQ1831
 CQ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR444758(NAD 83)
 CQ1831_MARKER: B = BOLT
 CQ1831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1831_SP_SET: PIPE
 CQ1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1831
 CQ1831  HISTORY     - Date     Condition        Report By
 CQ1831  HISTORY     - UNK      MONUMENTED       DOD
 CQ1831  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1831
 CQ1831                          STATION DESCRIPTION
 CQ1831
 CQ1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1831'12.4 MI SE FROM SHREVEPORT.
 CQ1831'ABOUT 12.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1831'STATION POST OFFICE AT SHREVEPORT, 72 YARDS SOUTHWEST OF THE CENTER
 CQ1831'LINE OF THE HIGHWAY, 116 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CQ1831'TEXAS AND PACIFIC RAILROAD, 44 FEET SOUTHWEST OF THE CENTER LINE OF A
 CQ1831'PAVED ROAD, 30 FEET SOUTH OF A 48-INCH PECAN TREE, 22 FEET SOUTHEAST
 CQ1831'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 14 FEET SOUTH OF A CORNER
 CQ1831'FENCE POST, 7 1/2 FEET SOUTHEAST OF A FENCE, ABOUT 1 FOOT ABOVE THE
 CQ1831'LEVEL OF THE DRIVEWAY, A U.S. ENGINEERS CAP ON THE TOP OF A 3-INCH
 CQ1831'IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1832 ***********************************************************************
 CQ1832  DESIGNATION -  CECILE CAP
 CQ1832  PID         -  CQ1832
 CQ1832  STATE/COUNTY-  LA/CADDO
 CQ1832  USGS QUAD   -  ELM GROVE (1980)
 CQ1832
 CQ1832                         *CURRENT SURVEY CONTROL
 CQ1832  ___________________________________________________________________
 CQ1832* NAD 83(1986)-  32 19 05.     (N)    093 35 26.     (W)     SCALED    
 CQ1832* NAVD 88     -        47.026  (meters)     154.28   (feet)  ADJUSTED  
 CQ1832  ___________________________________________________________________
 CQ1832  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1832  DYNAMIC HT  -          46.973 (meters)     154.11  (feet)  COMP
 CQ1832  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 CQ1832
 CQ1832  VERT ORDER  -  FIRST     CLASS I
 CQ1832
 CQ1832.The horizontal coordinates were scaled from a topographic map and have
 CQ1832.an estimated accuracy of +/- 6 seconds.
 CQ1832
 CQ1832.The orthometric height was determined by differential leveling
 CQ1832.and adjusted by the National Geodetic Survey in February 1994..
 CQ1832
 CQ1832.The geoid height was determined by GEOID03.
 CQ1832
 CQ1832.The dynamic height is computed by dividing the NAVD 88
 CQ1832.geopotential number by the normal gravity value computed on the
 CQ1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1832.degrees latitude (g = 980.6199 gals.).
 CQ1832
 CQ1832.The modeled gravity was interpolated from observed gravity values.
 CQ1832
 CQ1832;                    North         East    Units  Estimated Accuracy
 CQ1832;SPC LA N     -   202,100.      897,320.      MT  (+/- 180 meters Scaled)
 CQ1832
 CQ1832                          SUPERSEDED SURVEY CONTROL
 CQ1832
 CQ1832  NGVD 29 (??/??/??)   47.108  (m)          154.55   (f) ADJUSTED    1 1
 CQ1832
 CQ1832.Superseded values are not recommended for survey control.
 CQ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1832.See file dsdata.txt to determine how the superseded data were derived.
 CQ1832
 CQ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR444758(NAD 83)
 CQ1832_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1832_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1832_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1832_STAMPING: P.B.M. CECILE
 CQ1832_MARK LOGO: USE   
 CQ1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1832
 CQ1832  HISTORY     - Date     Condition        Report By
 CQ1832  HISTORY     - UNK      MONUMENTED       DOD
 CQ1832  HISTORY     - 1969     GOOD             CGS
 CQ1832  HISTORY     - 1977     POOR             NGS
 CQ1832  HISTORY     - 1981     GOOD             LADTD
 CQ1832
 CQ1832                          STATION DESCRIPTION
 CQ1832
 CQ1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1832'12.4 MI SE FROM SHREVEPORT.
 CQ1832'ABOUT 12.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1832'STATION POST OFFICE AT SHREVEPORT, 72 YARDS SOUTHWEST OF THE CENTER
 CQ1832'LINE OF THE HIGHWAY, 116 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CQ1832'TEXAS AND PACIFIC RAILROAD, 44 FEET SOUTHWEST OF THE CENTER LINE OF A
 CQ1832'PAVED ROAD, 30 FEET SOUTH OF A 48-INCH PECAN TREE, 22 FEET SOUTHEAST
 CQ1832'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 14 FEET SOUTH OF A CORNER
 CQ1832'FENCE POST, 7 1/2 FEET SOUTHEAST OF A FENCE, ABOUT 1 FOOT ABOVE THE
 CQ1832'LEVEL OF THE DRIVEWAY, A U.S. ENGINEERS CAP ON THE TOP OF A 3-INCH
 CQ1832'IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1832'SEC 3, T 15N, R 12W.
 CQ1832
 CQ1832                          STATION RECOVERY (1977)
 CQ1832
 CQ1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1832'MARK WAS RECOVERED, BUT THE MARK MOVES MAKING IT UNFIT FOR LEVELS.
 CQ1832'THE CAP IS RIVETED TO THE PIPE AND THE BOLT WAS NOT SEARCHED FOR.
 CQ1832'NOT LEVELED TO AT THIS TIME.
 CQ1832
 CQ1832                          STATION RECOVERY (1981)
 CQ1832
 CQ1832'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1832'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  20 KM
 CQ1832'(12.4 MI) SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD STATION
 CQ1832'POST OFFICE IN SHREVEPORT, 65.8 METERS (216 FT) SOUTHWEST OF THE
 CQ1832'CENTER OF THE HIGHWAY, 35.4 METERS (116 FT) SOUTHWEST OF THE SOUTHWEST
 CQ1832'RAIL OF A PAVED ROAD, 10.5 METERS (34.5 FT) SOUTH OF A 48-INCH PECAN
 CQ1832'TREE, 7.6 METERS (25 FT) SOUTH OF A CORNER FENCE POST, 7.6 METERS
 CQ1832'(25 FT) NORTHWEST OF A 12-INCH LIVE OAK TREE, 6.7 METERS (22 FT)
 CQ1832'SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE, 2.3 METERS (7.5 FT)
 CQ1832'SOUTHEAST OF A FENCE.  THE UNDERGROUND MARK NOT LEVELED TO.
 CQ1832'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 CQ1832'THE MARK IS 0.30 M ABOVE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3434 ***********************************************************************
 CQ3434  DESIGNATION -  CEDAR
 CQ3434  PID         -  CQ3434
 CQ3434  STATE/COUNTY-  LA/CADDO
 CQ3434  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3434
 CQ3434                         *CURRENT SURVEY CONTROL
 CQ3434  ___________________________________________________________________
 CQ3434* NAD 83(1992)-  32 26 31.78851(N)    093 45 26.67149(W)     ADJUSTED  
 CQ3434* NAVD 88     -        68.7    (meters)     225.     (feet)  VERTCON   
 CQ3434  ___________________________________________________________________
 CQ3434  X           -    -353,084.059 (meters)                     COMP
 CQ3434  Y           -  -5,376,369.343 (meters)                     COMP
 CQ3434  Z           -   3,401,934.881 (meters)                     COMP
 CQ3434  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CQ3434  ELLIP HEIGHT-          42.47  (meters)          (06/26/02) GPS OBS
 CQ3434  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3434
 CQ3434  HORZ ORDER  -  FIRST
 CQ3434  ELLP ORDER  -  FOURTH    CLASS II
 CQ3434
 CQ3434.The horizontal coordinates were established by GPS observations
 CQ3434.and adjusted by the National Geodetic Survey in February 1996..
 CQ3434
 CQ3434.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3434
 CQ3434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3434
 CQ3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3434
 CQ3434.The ellipsoidal height was determined by GPS observations
 CQ3434.and is referenced to NAD 83.
 CQ3434
 CQ3434.The geoid height was determined by GEOID03.
 CQ3434
 CQ3434;                    North         East     Units Scale Factor Converg.
 CQ3434;SPC LA N     -   216,026.800   881,765.026   MT  0.99995651   -0 39 53.3
 CQ3434;SPC LA N     -   708,747.93  2,892,924.09   sFT  0.99995651   -0 39 53.3
 CQ3434;UTM  15      - 3,589,700.346   428,803.263   MT  0.99966251   -0 24 22.8
 CQ3434
 CQ3434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3434!SPC LA N     -   0.99999333  x   0.99995651  =   0.99994984
 CQ3434!UTM  15      -   0.99999333  x   0.99966251  =   0.99965584
 CQ3434
 CQ3434                          SUPERSEDED SURVEY CONTROL
 CQ3434
 CQ3434  NAD 83(1992)-  32 26 31.78851(N)    093 45 26.67149(W) AD(       ) 1
 CQ3434  ELLIP H (01/21/93)   42.58   (m)                       GP(       ) 4 2
 CQ3434  NAD 83(1986)-  32 26 31.80162(N)    093 45 26.65992(W) AD(       ) 1
 CQ3434  NGVD 29 (08/25/89)   68.8    (m)          226.     (f) GPS OBS        
 CQ3434
 CQ3434.Superseded values are not recommended for survey control.
 CQ3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3434.See file dsdata.txt to determine how the superseded data were derived.
 CQ3434
 CQ3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2880389700(NAD 83)
 CQ3434_MARKER: DE = TRAVERSE STATION DISK
 CQ3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3434_SP_SET: CONCRETE POST
 CQ3434_STAMPING: CEDAR 1988
 CQ3434_MARK LOGO: LADTD 
 CQ3434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3434+STABILITY: SURFACE MOTION
 CQ3434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3434+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1989
 CQ3434
 CQ3434  HISTORY     - Date     Condition        Report By
 CQ3434  HISTORY     - 1988     MONUMENTED       LADTD
 CQ3434  HISTORY     - 19890217 GOOD
 CQ3434  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3434
 CQ3434                          STATION DESCRIPTION
 CQ3434
 CQ3434'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3434'THE STATION IS LOCATED IN THE SOUTH PART OF SHREVEPORT, AT THE
 CQ3434'JUNCTION OF WEST 70TH STREET AND DILLMAN AVENUE, AT THE SOUTHEAST
 CQ3434'CORNER OF THE CEDAR GROVE PARK, IN THE SOUTHWEST QUADRANT OF SECTION
 CQ3434'24, T 17 N, R 13 W.  OWNERSHIP--CITY OF SHREVEPORT.
 CQ3434'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 511
 CQ3434'(WEST 70TH STREET), GO WEST FOR 3.7 KM (2.30 MI) ON HIGHWAY 511 TO THE
 CQ3434'MARK ON THE RIGHT, JUST WEST OF A RAILROAD CROSSING OR GO EAST FOR 2.3
 CQ3434'KM (1.45 MI) ON HIGHWAY 511 FROM THE JUNCTION OF HIGHWAY 511 AND U. S.
 CQ3434'HIGHWAY 171 TO THE MARK.
 CQ3434'THE STATION IS FLUSH WITH THE GROUND 42.7 M (140.1 FT) WEST FROM THE
 CQ3434'CENTER OF DILLMAN AVE, 32.9 M (107.9 FT) SOUTHEAST FROM A POWER POLE
 CQ3434'WITH FLOOD LIGHTS ATTACHED FOR A BALL FIELD, 25.5 M (83.7 FT)
 CQ3434'WEST-NORTHWEST FROM A SIGNAL LIGHT FOR A RAILROAD CROSSING, 17.7 M
 CQ3434'(58.1 FT) WEST FROM THE WEST RAIL OF THE RAILROAD AND 17.4 M
 CQ3434'(57.1 FT) NORTH FROM THE CENTER OF HIGHWAY 511.
 CQ3434
 CQ3434                          STATION RECOVERY (1989)
 CQ3434
 CQ3434'RECOVERED 1989
 CQ3434'RECOVERED IN GOOD CONDITION.
 CQ3434
 CQ3434                          STATION RECOVERY (1999)
 CQ3434
 CQ3434'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2791 ***********************************************************************
 BH2791  DESIGNATION -  CEDAR 1917
 BH2791  PID         -  BH2791
 BH2791  STATE/COUNTY-  LA/ORLEANS
 BH2791  USGS QUAD   -  NORTH SHORE (1994)
 BH2791
 BH2791                         *CURRENT SURVEY CONTROL
 BH2791  ___________________________________________________________________
 BH2791* NAD 83(1992)-  30 08 24.24973(N)    089 45 22.37189(W)     ADJUSTED  
 BH2791* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BH2791  **This station is located in a subsidence area (see below).
 BH2791  ___________________________________________________________________
 BH2791  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BH2791  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BH2791
 BH2791  HORZ ORDER  -  THIRD
 BH2791
 BH2791.The horizontal coordinates were established by classical geodetic methods
 BH2791.and adjusted by the National Geodetic Survey in May 1994..
 BH2791
 BH2791 ** The orthometric height has not been validated since last determined
 BH2791 ** by differential leveling and should not be used for control purposes.
 BH2791 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2791 ** area with valid NAVD 88 orthometric heights.
 BH2791 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2791 ** epoch indicated which incorporates improved geoid heights for the
 BH2791 ** Southern Louisiana Subsidence area.
 BH2791 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2791.The orthometric height was scaled from a topographic map.
 BH2791
 BH2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2791
 BH2791.The geoid height was determined by GEOID03.
 BH2791
 BH2791;                    North         East     Units Scale Factor Converg.
 BH2791;SPC LA S     -   182,838.091 1,151,940.552   MT  0.99992868   +0 47 18.9
 BH2791;SPC LA S     -   599,861.30  3,779,324.96   sFT  0.99992868   +0 47 18.9
 BH2791;UTM  16      - 3,337,514.471   234,492.471   MT  1.00046980   -1 23 05.1
 BH2791
 BH2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2791!SPC LA S     -   1.00000417  x   0.99992868  =   0.99993285
 BH2791!UTM  16      -   1.00000417  x   1.00046980  =   1.00047397
 BH2791
 BH2791:                Primary Azimuth Mark                     Grid Az
 BH2791:SPC LA S     -  WEST RIGOLETS LIGHTHOUSE                 017 25 20.6
 BH2791:UTM  16      -  WEST RIGOLETS LIGHTHOUSE                 019 35 44.6
 BH2791
 BH2791|---------------------------------------------------------------------|
 BH2791| PID    Reference Object                     Distance      Geod. Az  |
 BH2791|                                                           dddmmss.s |
 BH2791| BH2778 WEST RIGOLETS LIGHTHOUSE            APPROX. 4.0 KM 0181239.5 |
 BH2791|---------------------------------------------------------------------|
 BH2791
 BH2791                          SUPERSEDED SURVEY CONTROL
 BH2791
 BH2791  NAD 83(1992)-  30 08 24.25191(N)    089 45 22.37153(W) AD(       ) 3
 BH2791  NAD 83(1986)-  30 08 24.26408(N)    089 45 22.36806(W) AD(       ) 3
 BH2791  NAD 27      -  30 08 23.56100(N)    089 45 22.14000(W) AD(       ) 3
 BH2791
 BH2791.Superseded values are not recommended for survey control.
 BH2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2791.See file dsdata.txt to determine how the superseded data were derived.
 BH2791
 BH2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3449237514(NAD 83)
 BH2791_MARKER: DS = TRIANGULATION STATION DISK
 BH2791_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2791_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2791
 BH2791  HISTORY     - Date     Condition        Report By
 BH2791  HISTORY     - 1917     MONUMENTED       CGS
 BH2791  HISTORY     - 1934     MARK NOT FOUND   CGS
 BH2791  HISTORY     - 1952     MARK NOT FOUND   CGS
 BH2791
 BH2791                          STATION DESCRIPTION
 BH2791
 BH2791'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2791'THIS STATION IS ABOUT 2 MILES SSW OFF WEST RIGOLETS LIGHTHOUSE, ON
 BH2791'THE E SHORE OF LAKE PONTCHARTRAIN, 10 METERS FROM SHORE LINE, AND
 BH2791'ABOUT 6 METERS FROM LINE OF TELEPHONE POLES.
 BH2791'
 BH2791'THE STATION IS MARKED BY A 4-INCH DRAIN TILE, BELL DOWN, PROJECTING
 BH2791'ABOUT 6 INCHES ABOVE THE GROUND, IMBEDDED IN CEMENT, BEARING THE
 BH2791'REGULATION BRASS DISK MARKED CEDAR 1917.
 BH2791'
 BH2791'A TRIPOD ABOUT 20 FEET HIGH WAS ERECTED ON THIS STATION.
 BH2791
 BH2791                          STATION RECOVERY (1934)
 BH2791
 BH2791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BH2791'LOCATION OF STATION VISITED, BUT WAS UNABLE TO RECOVER STATION,
 BH2791'WHICH WAS PROBABLY COVERED, AS THE SOIL IS VERY SOFT AND MARSHY IN
 BH2791'THIS VICINITY.
 BH2791
 BH2791                          STATION RECOVERY (1952)
 BH2791
 BH2791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2791'STATION SEARCHED FOR BUT NOT RECOVERED. RECOMMEND STATION BE
 BH2791'CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3435 ***********************************************************************
 CQ3435  DESIGNATION -  CEDAR AZ MK
 CQ3435  PID         -  CQ3435
 CQ3435  STATE/COUNTY-  LA/CADDO
 CQ3435  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3435
 CQ3435                         *CURRENT SURVEY CONTROL
 CQ3435  ___________________________________________________________________
 CQ3435* NAD 83(1992)-  32 26 30.82770(N)    093 45 47.56323(W)     ADJUSTED  
 CQ3435* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 CQ3435  ___________________________________________________________________
 CQ3435  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CQ3435  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3435
 CQ3435  HORZ ORDER  -  SECOND
 CQ3435
 CQ3435.The horizontal coordinates were established by classical geodetic methods
 CQ3435.and adjusted by the National Geodetic Survey in February 1996..
 CQ3435
 CQ3435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3435
 CQ3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3435
 CQ3435.The geoid height was determined by GEOID03.
 CQ3435
 CQ3435;                    North         East     Units Scale Factor Converg.
 CQ3435;SPC LA N     -   216,003.553   881,219.022   MT  0.99995647   -0 40 04.3
 CQ3435;SPC LA N     -   708,671.66  2,891,132.74   sFT  0.99995647   -0 40 04.3
 CQ3435;UTM  15      - 3,589,674.643   428,257.529   MT  0.99966347   -0 24 34.0
 CQ3435
 CQ3435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3435!SPC LA N     -   0.99999444  x   0.99995647  =   0.99995091
 CQ3435!UTM  15      -   0.99999444  x   0.99966347  =   0.99965792
 CQ3435
 CQ3435                          SUPERSEDED SURVEY CONTROL
 CQ3435
 CQ3435  NAD 83(1992)-  32 26 30.82769(N)    093 45 47.56323(W) AD(       ) 2
 CQ3435  NAD 83(1986)-  32 26 30.84083(N)    093 45 47.55166(W) AD(       ) 2
 CQ3435  NGVD 29 (08/25/89)   61.5    (m)          202.     (f) VERT ANG       
 CQ3435
 CQ3435.Superseded values are not recommended for survey control.
 CQ3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3435.See file dsdata.txt to determine how the superseded data were derived.
 CQ3435
 CQ3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2825889675(NAD 83)
 CQ3435_MARKER: DZ = AZIMUTH MARK DISK
 CQ3435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CQ3435_SP_SET: CONCRETE DRAIN
 CQ3435_STAMPING: CEDAR AZ MK 1988
 CQ3435_MARK LOGO: LADTD 
 CQ3435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3435+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CQ3435
 CQ3435  HISTORY     - Date     Condition        Report By
 CQ3435  HISTORY     - 1988     MONUMENTED       LADTD
 CQ3435  HISTORY     - 19950429 GOOD             USPSQD
 CQ3435  HISTORY     - 19990515 GOOD             USPSQD
 CQ3435
 CQ3435                          STATION DESCRIPTION
 CQ3435
 CQ3435'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3435'THE STATION IS LOCATED IN THE SOUTH PART OF SHREVEPORT, SET IN THE
 CQ3435'SOUTHWEST QUADRANT OF STATE HIGHWAY 511 (WEST 70TH STREET) AND LINWOOD
 CQ3435'AVENUE, IN THE NORTHEAST QUADRANT OF SECTION 26, T 16 N, R 13 W.
 CQ3435'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3435'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 511
 CQ3435'(WEST 70TH STREET), GO WEST FOR 4.2 KM (2.60 MI) ON HIGHWAY 511 TO THE
 CQ3435'MARK ON THE LEFT AT THE LINWOOD MIDDLE SCHOOL OR GO EAST FOR 1.8 KM
 CQ3435'(1.10 MI) ON HIGHWAY 511 FROM THE JUNCTION OF HIGHWAY 511 AND U. S.
 CQ3435'HIGHWAY 171 TO THE MARK.
 CQ3435'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A DRAIN,
 CQ3435'28.5 M (93.5 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF THE
 CQ3435'LINWOOD MIDDLE SCHOOL, 14.5 M (47.6 FT) SOUTH FROM THE CENTER OF
 CQ3435'HIGHWAY 511, 11.1 M (36.4 FT) WEST FROM THE CENTER OF LINWOOD AVENUE,
 CQ3435'5.3 M (17.4 FT) NORTHEAST FROM A FIRE HYDRANT AND 5.2 M (17.1 FT)
 CQ3435'NORTH FROM POWER POLE NUMBER 34783 WITH A SECURITY LIGHT ATTACHED.
 CQ3435
 CQ3435                          STATION RECOVERY (1995)
 CQ3435
 CQ3435'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3435'RECOVERED IN GOOD CONDITION.
 CQ3435
 CQ3435                          STATION RECOVERY (1999)
 CQ3435
 CQ3435'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2670 ***********************************************************************
 BK2670  DESIGNATION -  CEDRIC
 BK2670  PID         -  BK2670
 BK2670  STATE/COUNTY-  LA/EVANGELINE
 BK2670  USGS QUAD   -  MAMOU (1983)
 BK2670
 BK2670                         *CURRENT SURVEY CONTROL
 BK2670  ___________________________________________________________________
 BK2670* NAD 83(1992)-  30 42 50.97292(N)    092 25 39.39679(W)     ADJUSTED  
 BK2670* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 BK2670  ___________________________________________________________________
 BK2670  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2670  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2670
 BK2670  HORZ ORDER  -  SECOND
 BK2670
 BK2670.The horizontal coordinates were established by classical geodetic methods
 BK2670.and adjusted by the National Geodetic Survey in January 1993..
 BK2670
 BK2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2670
 BK2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2670
 BK2670.The geoid height was determined by GEOID03.
 BK2670
 BK2670;                    North         East     Units Scale Factor Converg.
 BK2670;SPC LA S     -   245,933.660   895,182.739   MT  1.00000304   -0 32 49.7
 BK2670;SPC LA S     -   806,867.35  2,936,945.37   sFT  1.00000304   -0 32 49.7
 BK2670;UTM  15      - 3,398,064.116   554,806.550   MT  0.99963705   +0 17 32.5
 BK2670
 BK2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2670!SPC LA S     -   1.00000113  x   1.00000304  =   1.00000417
 BK2670!UTM  15      -   1.00000113  x   0.99963705  =   0.99963818
 BK2670
 BK2670|---------------------------------------------------------------------|
 BK2670| PID    Reference Object                     Distance      Geod. Az  |
 BK2670|                                                           dddmmss.s |
 BK2670| BK2669 CEDRIC LADH RM 1                     23.541 METERS 17549     |
 BK2670| CW1192 CEDRIC RM 2                          21.075 METERS 27438     |
 BK2670| CW1191 CEDRIC AZ MK                                       3563718.5 |
 BK2670|---------------------------------------------------------------------|
 BK2670
 BK2670                          SUPERSEDED SURVEY CONTROL
 BK2670
 BK2670  NAD 83(1986)-  30 42 50.99319(N)    092 25 39.39072(W) AD(       ) 2
 BK2670  NAD 27      -  30 42 50.28650(N)    092 25 38.91708(W) AD(       ) 2
 BK2670  NGVD 29 (07/19/86)   20.0    (m)           66.     (f) VERT ANG       
 BK2670
 BK2670.Superseded values are not recommended for survey control.
 BK2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2670.See file dsdata.txt to determine how the superseded data were derived.
 BK2670
 BK2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5480798064(NAD 83)
 BK2670_MARKER: DD = SURVEY DISK
 BK2670_SETTING: 0 = UNSPECIFIED SETTING
 BK2670
 BK2670  HISTORY     - Date     Condition        Report By
 BK2670  HISTORY     - 1969     MONUMENTED       LADTD
 BK2670
 BK2670                          STATION DESCRIPTION
 BK2670
 BK2670'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2670'THE STATION IS LOCATED 1.65 MILES NORTH OF BARBER AND 3.30
 BK2670'MILES NORTHWEST OF VIDRINE IN THE NW 1/4 OF SECTION 14, T3S-R1E,
 BK2670'AND ON PROPERTY OWNED BY THE CHICAGO ROCK ISLAND AND PACIFIC
 BK2670'RAILROAD.  IT IS 2.60 FEET WEST OF A METAL WITNESS POST AND
 BK2670'SIGN, 12.0 FEET WEST OF WEST RAIL OF RAILROAD, 43.0 FEET
 BK2670'NORTHEAST OF NORTHEAST CORNER OF HOUSE, 109.0 FEET EAST OF
 BK2670'CENTERLINE OF STATE HIGHWAY 13, AND 82.50 FEET EAST OF EAST
 BK2670'END OF CULVERT UNDER HIGHWAY.  IT IS A LOUISIANA DEPARTMENT OF
 BK2670'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BK2670'CEDRIC 1969 FLUSH WITH THE SURFACE OF THE GROUND.
 BK2670'
 BK2670'REFERENCE MARK NO. 1 IS 77.24 FEET SOUTH OF THE STATION.  IT
 BK2670'IS 77.40 FEET SOUTH OF WITNESS POST AT STATION, 112.0 FEET
 BK2670'EAST OF THE CENTERLINE OF STATE HIGHWAY 13, 36.60 FEET EAST OF
 BK2670'SOUTHEAST CORNER OF A HOUSE, 37.0 FEET NORTHEAST OF THE
 BK2670'NORTHEAST CORNER OF THE HOUSE, AND 8.00 FEET WEST OF WEST RAIL OF
 BK2670'RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S.
 BK2670'COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO 1 CEDRIC 1969,
 BK2670'FLUSH WITH THE SURFACE OF THE GROUND.
 BK2670'
 BK2670'REFERENCE MARK NO. 2 IS 69.14 FEET WEST OF THE STATION.  IT
 BK2670'IS 72.0 FEET WEST OF WITNESS POST AT STATION, 13.50 FEET EAST OF
 BK2670'NORTH END OF SIDE DRAIN, 39.20 FEET EAST OF THE CENTERLINE OF
 BK2670'STATE HIGHWAY 13, 10.0 FEET NORTH OF CENTER OF DRIVE TO HOUSE,
 BK2670'37.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 BK2670'HOUSE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 BK2670'AND GEODETIC SURVEY DISK STAMPED R.M. NO. 2 CEDRIC 1969,
 BK2670'FLUSH WITH THE SURFACE OF THE GROUND.
 BK2670'
 BK2670'THE AZIMUTH MARK IS 0.22 MILE NORTH OF THE STATION.  IT IS 50.0
 BK2670'FEET WEST OF THE WEST RAIL ON RAILROAD, 1.50 FEET WEST OF A METAL
 BK2670'WITNESS POST AND SIGN, AND 32.40 FEET EAST OF CENTERLINE OF STATE
 BK2670'HIGHWAY 13.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2670'U.S. COAST AND GEODETIC SURVEY DISK STAMPED AZ.MK. CEDRIC 1969,
 BK2670'PROJECTING 2 INCHES.
 BK2670'
 BK2670'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH
 BK2670'ALONG STATE HIGHWAY 13 FOR 0.22 MILE.  MARK IS SET ON RIGHT
 BK2670'NEAR RAILROAD.
 BK2670'
 BK2670'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BK2670'10 AND STATE HIGHWAY 13 IN BARBER, LOUISIANA, FOLLOW STATE
 BK2670'HIGHWAY 13 NORTH FOR 1.65 MILES TO STATION SET ON RIGHT BEHIND
 BK2670'A RESIDENCE NEAR THE RAILROAD.
 BK2670'
 BK2670'CUT IN RADIO TOWER - EVANGELINE GAS PIPELINE COMPANY, INC.,
 BK2670'VIDRINE, LOUISIANA, 150 FEET RED AND WHITE CAGE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1302 ***********************************************************************
 AT1302  DESIGNATION -  CELESTE
 AT1302  PID         -  AT1302
 AT1302  STATE/COUNTY-  LA/PLAQUEMINES
 AT1302  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1302
 AT1302                         *CURRENT SURVEY CONTROL
 AT1302  ___________________________________________________________________
 AT1302* NAD 83(1992)-  29 35 54.01616(N)    089 50 52.83079(W)     ADJUSTED  
 AT1302* NAVD 88     -         4.72   (+/-2cm)      15.5  **(feet)  VERTCON   
 AT1302  **This station is located in a subsidence area (see below).
 AT1302  ___________________________________________________________________
 AT1302  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AT1302  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AT1302
 AT1302  HORZ ORDER  -  FIRST
 AT1302  VERT ORDER  -  THIRD ? (See Below)
 AT1302
 AT1302.The horizontal coordinates were established by classical geodetic methods
 AT1302.and adjusted by the National Geodetic Survey in January 1993..
 AT1302
 AT1302 ** The orthometric height has not been validated since last determined
 AT1302 ** by differential leveling and should not be used for control purposes.
 AT1302 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1302 ** area with valid NAVD 88 orthometric heights.
 AT1302 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1302 ** epoch indicated which incorporates improved geoid heights for the
 AT1302 ** Southern Louisiana Subsidence area.
 AT1302 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1302.The vertical order pertains to the NGVD 29 superseded value.
 AT1302
 AT1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1302
 AT1302.The geoid height was determined by GEOID03.
 AT1302
 AT1302;                    North         East     Units Scale Factor Converg.
 AT1302;SPC LA S     -   122,677.966 1,143,875.883   MT  0.99995026   +0 44 33.7
 AT1302;SPC LA S     -   402,485.96  3,752,866.13   sFT  0.99995026   +0 44 33.7
 AT1302;UTM  16      - 3,277,667.177   224,158.167   MT  1.00053895   -1 24 27.2
 AT1302
 AT1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1302!SPC LA S     -   1.00000316  x   0.99995026  =   0.99995342
 AT1302!UTM  16      -   1.00000316  x   1.00053895  =   1.00054211
 AT1302
 AT1302:                Primary Azimuth Mark                     Grid Az
 AT1302:SPC LA S     -  LAKE LERY OIL DERRICK                    011 12 14.7
 AT1302:UTM  16      -  LAKE LERY OIL DERRICK                    013 21 15.6
 AT1302
 AT1302|---------------------------------------------------------------------|
 AT1302| PID    Reference Object                     Distance      Geod. Az  |
 AT1302|                                                           dddmmss.s |
 AT1302| AT1339 LAKE LERY OIL DERRICK               APPROX.22.8 KM 0115648.4 |
 AT1302| DD6501 CELESTE RM 4                         32.720 METERS 06918     |
 AT1302| AT1304 POINTE A LA HACHE WATER TANK        APPROX. 4.2 KM 1081710.5 |
 AT1302| AT1305 POINTE A LA HACHE MICROWAVE TR      APPROX. 4.3 KM 1091335.2 |
 AT1302| AT1307 POINTE A LA HACHE CTHSE FP          APPROX. 5.5 KM 1135811.6 |
 AT1302| AT1308 POINTE A LA HACHE CH NAV LT         APPROX. 5.5 KM 1142144.1 |
 AT1302| AT1154 FREEPORT SULPHUR CO FLOODLIGHT      APPROX.20.8 KM 1310357.7 |
 AT1302| AT1303 WOODLAND SO BELL TEL CO MAST        APPROX. 2.0 KM 1313646.6 |
 AT1302| AT1309 RUINED BRICK STK SE PT CELESTE      APPROX. 3.9 KM 1462055.7 |
 AT1302| DD6502 CELESTE RM 4 RESET                   56.002 METERS 14716     |
 AT1302| DD6498 CELESTE RM 1                         30.425 METERS 15107     |
 AT1302| DD6499 CELESTE RM 2                         51.477 METERS 21209     |
 AT1302| AT1316 OIL DERRICK 5 MI SW PT CELESTE      APPROX. 8.5 KM 2185238.1 |
 AT1302| DD6503 CELESTE RM 5                         45.569 METERS 23810     |
 AT1302| DD6500 CELESTE RM 3                         24.725 METERS 28246     |
 AT1302| AT1313 LLD B 73 LMS 262 USE                185.343 METERS 28618     |
 AT1302| DD6497 CELESTE AZ MK                                      2885030.2 |
 AT1302|---------------------------------------------------------------------|
 AT1302
 AT1302                          SUPERSEDED SURVEY CONTROL
 AT1302
 AT1302  NAD 83(1986)-  29 35 54.02803(N)    089 50 52.83513(W) AD(       ) 1
 AT1302  NAD 27      -  29 35 53.26100(N)    089 50 52.58900(W) AD(       ) 1
 AT1302  NGVD 29 (07/19/86)    4.81   (m)           15.8    (f) LEVELING    3  
 AT1302
 AT1302.Superseded values are not recommended for survey control.
 AT1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1302.See file dsdata.txt to determine how the superseded data were derived.
 AT1302
 AT1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2415877667(NAD 83)
 AT1302_MARKER: DS = TRIANGULATION STATION DISK
 AT1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1302+STABILITY: SURFACE MOTION
 AT1302
 AT1302  HISTORY     - Date     Condition        Report By
 AT1302  HISTORY     - 1934     MONUMENTED       CGS
 AT1302  HISTORY     - 1936     GOOD             LAGS
 AT1302  HISTORY     - 1937     GOOD             LAGS
 AT1302  HISTORY     - 1948     GOOD             BAKER
 AT1302  HISTORY     - 1966     GOOD             CGS
 AT1302  HISTORY     - 1970     GOOD             NGS
 AT1302  HISTORY     - 1977     GOOD             NGS
 AT1302
 AT1302                          STATION DESCRIPTION
 AT1302
 AT1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1302'ON THE POINT
 AT1302'CELESTE PLANTATION
 AT1302'31.0 MILES SE OF THE GRETNA POST OFFICE, 7.5
 AT1302'MILES SE OF MYRTLE GROVE ON U.S.
 AT1302'HIGHWAY 31, ON THE TOP OF A
 AT1302'LEVEE JUST N OF THE LOT SURROUNDING THE PLANTATION
 AT1302'BUILDINGS WHICH
 AT1302'IS AT THE BASE OF THE LEVEE, ABOUT 57 FEET W OF THE END OF A
 AT1302'BOARD SEA-WALL
 AT1302'WHICH IS ON THE N SLOPE OF THE LEVEE, AND ABOUT 90
 AT1302'FEET N OF THE GATE ENTERING THE
 AT1302'PLANTATION LOT.  SURFACE, UNDERGROUND
 AT1302'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AT1302'IN CONCRETE.
 AT1302'REFERENCE MARK NO. 1
 AT1302'IS IN LOW GROUND
 AT1302'2 FEET FROM THE FENCE LINE, 32-1/2 FEET W OF THE
 AT1302'CENTER OF THE RAILROAD TRACKS, 8
 AT1302'FEET FROM THE CENTER LINE OF A
 AT1302'LANE, AND 99.82 FEET (30.43 METERS) FROM THE
 AT1302'STATION S 32 DEG 08 MIN W.  REFERENCE MARK NO. 2 IS IN
 AT1302'LOW GROUND
 AT1302'ABOUT 115 FEET W OF THE
 AT1302'CENTER OF THE RAILROAD TRACKS, ABOUT 90 FEET FROM A FENCE
 AT1302'LINE, AND 169.00 FEET
 AT1302'(51.51 METERS) FROM THE STATION S 28 DEG 53 MIN E.
 AT1302'A SQUARE BRICK
 AT1302'STACK IS 1 MILE FROM THE STATION
 AT1302'S 33 DEG 39 MIN E.  AN OIL DERRICK IS 4
 AT1302'MILES FROM THE STATION
 AT1302'S 38 DEG 53 MIN W.  AND THE OIL DERRICK IS 4 E FAVRET NAVIGATION
 AT1302'LIGHT, USED AS AN AZIMUTH
 AT1302'MARK, IS 0.5 MILE FROM THE STATION N 4 DEG 53 MIN E.
 AT1302
 AT1302                          STATION RECOVERY (1936)
 AT1302
 AT1302'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AT1302'STATION RECOVERED AD DESCRIBED
 AT1302
 AT1302                          STATION RECOVERY (1937)
 AT1302
 AT1302'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 AT1302'THE AZIMUTH OF REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE
 AT1302'INTERCHANGED.
 AT1302'REFERENCE MARK NO. 2 IS SW FROM MARK AND REFERENCE
 AT1302'MARK NO.1 IS SE FROM MARK,
 AT1302'CHECKED BY TIE TO FAVRET NAVIGATION
 AT1302'LIGHT.  SQUARE BRICK STACK IS NOT VISIBLE.
 AT1302
 AT1302                          STATION RECOVERY (1948)
 AT1302
 AT1302'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948
 AT1302'STATION RECOVERED IN GOOD CONDITION.
 AT1302
 AT1302                          STATION RECOVERY (1966)
 AT1302
 AT1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1302'THE STATION, REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD
 AT1302'CONDITION.  THE
 AT1302'AZIMUTH, REFERENCE MARK 1 WERE NOT RECOVERED AT THIS
 AT1302'TIME AND SHOULD BE CONSIDERED
 AT1302'LOST.  A NEW AZIMUTH MARK AND A REFERENCE
 AT1302'MARK 3 WERE ESTABLISHED AT THIS TIME.  THE 1937
 AT1302'RECOVERY NOTE STATED
 AT1302'THAT THE AZIMUTHS TO THE REFERENCE MARKS HAD BEEN INTERCHANGED.
 AT1302'THIS WAS FOUND TO
 AT1302'BE TRUE.  THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE
 AT1302'LARGER BY 1 MINUTE AND 6
 AT1302'SECONDS THAN THE PREVIOUS MEASUREMENT AND THE
 AT1302'DISTANCE SHORTER BY .12 OF A FOOT.
 AT1302'
 AT1302'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS-
 AT1302'
 AT1302'THE STATION IS ON TOP OF THE MISSISSIPPI RIVER LEVEE ON THE SOUTH
 AT1302'SIDE OF THE RIVER
 AT1302'ABOUT 31 MILES SOUTHEAST OF GRETNA AND 7-1/2 MILES
 AT1302'SOUTHEAST OF MYRTLE GROVE.
 AT1302'
 AT1302'TO REACH FROM VILLAGE OF MYRTLE GROVE, GO SOUTHEAST ON STATE HIGHWAY
 AT1302'23 FOR 3.8 MILES
 AT1302'TO A SIDE ROAD LEFT.  CONTINUE SOUTHEAST ON HIGHWAY
 AT1302'23 FOR 3.05 MILES TO A DIM TRACK
 AT1302'ROAD LEFT JUST AFTER PASSING 3 OLD
 AT1302'HOUSES ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON
 AT1302'THE TRACK ROAD FOR 0.1
 AT1302'MILE TO A RAILROAD TRACK AT THE SOUTHEDGE OF THE MISSISSIPPI RIVER
 AT1302'LEVEE.  TURN RIGHT
 AT1302'AND GO EASTERLY ALONG THE TOP OF THE LEVEE FOR 0.05
 AT1302'MILE TO THE STATION ON THE RIGHT.
 AT1302'
 AT1302'STATION MARK, A STANDARD DISK STAMPED CELESTE 1934, IS SET IN THE
 AT1302'TOP OF A ROUND
 AT1302'CONCRETE MONUMENT WHICH IS 1 FOOT BELOW THE SURFACE OF
 AT1302'THE GROUND.  IT IS 6 INCHES WEST
 AT1302'OF A METAL WITNESS POST, 9 FEET SOUTH
 AT1302'OF THE CENTER OF A TRACK ROAD, 27.3 FEET SOUTHWEST
 AT1302'OF THE SOUTHEAST
 AT1302'CORNER OF A SLAB OF CONCRETE ON THE WATER SIDE OF THE LEVEE AND 44
 AT1302'FEET NORTH OF THE
 AT1302'NORTH RAIL OF THE RAILROAD TRACK.  THE UNDERGROUND MARK WAS
 AT1302'NOT INSPECTED.
 AT1302'
 AT1302'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CELESTE NO 2 1934, IS
 AT1302'SET IN A ROUND
 AT1302'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 AT1302'GROUND.  IT IS 2 FEET NORTH OF A
 AT1302'METAL WITNESS POST AND 164 FEET SOUTH OF
 AT1302'THE SOUTH RAIL OF THE RAILROAD TRACK.
 AT1302'
 AT1302'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CELESTE NO 3 1966, IS
 AT1302'SET IN A ROUND
 AT1302'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 AT1302'GROUND.  IT IS 48 FEET NORTH OF
 AT1302'THE NORTH RAIL OF THE RAILROAD TRACK AND
 AT1302'19.4 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 AT1302'SLAB.
 AT1302'
 AT1302'AZIMUTH MARK, A STANDARD DISK STAMPED CELESTE 1966, IS SET IN A
 AT1302'ROUND CONCRETE
 AT1302'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 AT1302'IT IS 2 FEET EAST OF A METAL
 AT1302'WITNESS POST, 5 FEET SOUTH OF THE SOUTH
 AT1302'EDGE OF A CONCRETE SLAB ON THE WATER SIDE OF
 AT1302'THE LEVEE, 7 FEET NORTH OF THE
 AT1302'RAILROAD TRACK.
 AT1302'
 AT1302'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON A TRACK
 AT1302'ROAD ALONG THE TOP
 AT1302'OF THE LEVEE FOR 0.6 MILE TO THE AZIMUTH MARK ON
 AT1302'THE LEFT.
 AT1302'
 AT1302'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AT1302
 AT1302                          STATION RECOVERY (1970)
 AT1302
 AT1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1302'THE STATION WAS VISITED 4-2-70.  THE STATION MARK, REFERENCE MARK
 AT1302'NO. 3 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 AT1302'CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED AND IS BELIEVED
 AT1302'TO BE DESTROYED.  A REFERENCE MARK NO. 4 WAS ESTABLISHED.  A NEW
 AT1302'DESCRIPTION FOLLOWS--
 AT1302'
 AT1302'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF MYRTLE GROVE
 AT1302'AND 2-1/2 MILES NORTHWEST OF POINT A LA HACHE ON TOP OF THE LEVEE
 AT1302'ALONG THE SOUTHWEST SIDE OF THE MISSISSIPPI RIVER.  IT IS 75 FEET
 AT1302'WEST-NORTHWEST OF THE PROJECTED CENTER LINE OF A GRAVELED
 AT1302'ROAD THAT LEADS SOUTHERLY FROM STATE HIGHWAY 23, 45 FEET
 AT1302'WEST-NORTHWEST OF MILE POST 1570+97.2, 44.5 FEET NORTH OF THE NORTH
 AT1302'RAIL OF A RAILROAD, 27.5 SOUTHWEST OF THE SOUTHEAST CORNER OF A
 AT1302'CONCRETE SLAB ALONG THE RIVER SIDE OF THE LEVEE, 9 FEET SOUTH OF
 AT1302'THE CENTER OF A TRACK ROAD ALONG THE TOP OF THE LEVEE AND 1 FOOT
 AT1302'NORTHWEST OF A METAL WITNESS POST.  IT IS A C AND GS
 AT1302'TRIANGULATION STATION DISK, STAMPED CELESTE 1934, 14 INCHES BELOW
 AT1302'THE SURFACE OF THE GROUND.
 AT1302'
 AT1302'REFERENCE MARK NO. 3 IS 81.15 FEET WEST-NORTHWEST OF THE STATION.  IT
 AT1302'IS 47 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 19 FEET SOUTH OF
 AT1302'THE SOUTH EDGE OF A CONCRETE SLAB ON THE RIVER SIDE OF THE LEVEE
 AT1302'AND 7 FEET SOUTH OF THE CENTER OF A TRACK ROAD ALONG THE TOP OF THE
 AT1302'LEVEE.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED CELESTE
 AT1302'NO 3 1966, FLUSH WITH THE GROUND SURFACE.
 AT1302'
 AT1302'REFERENCE MARK NO. 4 IS 107.30 FEET EAST-NORTHEAST OF THE STATION.
 AT1302'IT IS 83 FEET NORTHEAST OF THE INTERSECTION OF THE MAIN LEVEE AND
 AT1302'THE OLD LEVEE, 77 FEET NORTHEAST OF MILE POST 1570+97.2 AND 2 FEET
 AT1302'SOUTH-SOUTHEAST OF A METAL WITNESS POST.  IT IS A C AND GS
 AT1302'REFERENCE MARK DISK, STAMPED CELESTE 1934 NO 4 1970, FLUSH WITH THE
 AT1302'GROUND SURFACE.
 AT1302'
 AT1302'THE AZIMUTH MARK IS 0.6 MILE NORTHWEST OF THE STATION.  IT IS 66.7
 AT1302'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 24.7 FEET NORTHWEST
 AT1302'OF MILE POST 1539+29.0, 7.3 FEET NORTH OF THE CENTER OF A TRACK
 AT1302'ROAD ALONG TOP OF LEVEE, 5 FEET SOUTH OF THE SOUTH EDGE OF A
 AT1302'CONCRETE SLAB ALONG RIVER SIDE OF THE LEVEE AND 2 FEET SOUTHEAST
 AT1302'OF A METAL WITNESS POST.  IT IS A C AND GS AZIMUTH MARK DISK,
 AT1302'STAMPED CELESTE 1966, FLUSH WITH THE GROUND SURFACE.
 AT1302'
 AT1302'TO REACH THE STATION FROM THE VILLAGE OF MYRTLE GROVE, GO
 AT1302'SOUTHEASTERLY ON STATE HIGHWAY 23 FOR 3.8 MILES TO A SIDE ROAD
 AT1302'LEFT.  CONTINUE AHEAD ON STATE HIGHWAY 23 FOR 1.7 MILES TO A SIDE
 AT1302'ROAD LEFT.  TURN LEFT, NORTHERLY, FOR 0.05 MILE TO THE TOP OF THE
 AT1302'LEVEE.  TURN RIGHT AND FOLLOW TRACK ROAD ALONG TOP OF LEVEE,
 AT1302'EASTERLY, FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AT1302'CONTINUE ALONG TOP OF LEVEE FOR 0.6 MILE TO THE STATION ON THE
 AT1302'RIGHT.
 AT1302'
 AT1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES SE OF
 AT1302'MYRTLE GROVE.
 AT1302
 AT1302                          STATION RECOVERY (1977)
 AT1302
 AT1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 AT1302'THE STATION WAS VISITED 6-13-74 AND ALL THE MARKS WERE FOUND IN GOOD
 AT1302'CONDITION.  THE STATION AND ALL THE MARKS ARE IN DANGER OF BEING
 AT1302'DISTURBED DUE TO LEVEE CONSTRUCTION.  REFERENCE MARKS NO. 4 AND 5
 AT1302'WERE ESTABLISHED IN A PROTECTED AREA TO REFERENCE THE STATION MARK
 AT1302'DURING CONSTRUCTION.  THE STATION WAS VISITED AGAIN ON 6-15-77 AND
 AT1302'THE STATION MARK WAS FOUND UNHARMED, REFERENCE MARK NO. 3, NO.
 AT1302'4 AND NO.5 WERE ALSO FOUND IN GOOD CONDITION.  LLD-B-73 (USE)
 AT1302'WAS MEASURED TO AND A DIRECTION TAKEN TO AT THIS DATE.  (THE USE
 AT1302'MARK IS A RECENT TRAVERSE MARK ESTABLISHED BY THE U.S. ARMY
 AT1302'ENGINEERS).  A NEW DESCRIPTION FOLLOWS--
 AT1302'
 AT1302'THE STATION IS LOCATED ON THE WEST MISSISSIPPI RIVER LEVEE, 7.5 MILES
 AT1302'SOUTHEAST OF MYRTLE GROOVE.
 AT1302'
 AT1302'TO REACH THE STATION FROM MYRTLE GROOVE GO SOUTHEAST ON STATE HIGHWAY
 AT1302'23 FOR 6.9 MILES TO A SIDE ROAD LEFT JUST AFTER PASSING A SHELL ROAD
 AT1302'ON THE RIGHT, TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE RAILROAD
 AT1302'TRACKS CROSS THE TRACKS AND CONTINUE TO THE TOP OF THE LEVEE, TURN
 AT1302'LEFT AND GO NORTHWEST ALONG THE TOP OF THE LEVEE FOR 0.1 MILE TO THE
 AT1302'MARK ON THE LEFT.
 AT1302'
 AT1302'THE STATION IS 81 FEET NORTH OF THE NORTHRAIL OF THE TRACKS, 77 FEET
 AT1302'WEST OF THE PROJECTED CENTER OF A SHELL ROAD LEADING SOUTH FROM
 AT1302'STATE HIGHWAY 23, 43.7 FEET WEST OF USE STATION NO. 1570+92.7, 21.1
 AT1302'FEET SOUTH OF A METAL WITNESS POST ON THE SOUTH EDGE OF THE
 AT1302'CONCRETE REVETMENT, 10.7 FEET SOUTH OF THE CENTER OF THE SHELL ROAD
 AT1302'ON THE TOP OF THE LEVEE AND 76 FEET WEST-SOUTHWEST OF THE ANGLE IN
 AT1302'THE REVETMENT TO THE EAST.  IT IS A STANDARD DISK STAMPED CELESTE
 AT1302'1934 10 INCHES BELOW THE SURFACE OF THE GROUND.
 AT1302'
 AT1302'REFERENCE MARK NO. 4 IS 183.73 FEET SOUTHEAST OF THE STATION, 15
 AT1302'FEET SOUTH OF THE EDGE OF THE BANK, 37 FEET SOUTH OF THE CENTER OF
 AT1302'THE TRACKS, 0.5 FOOT NORTH OF A METAL WITNESS POST, AND 28 FEET WEST
 AT1302'OF THE CENTER OF A DITCH.  IT IS A REFERENCE MARK DISK STAMPED
 AT1302'CELESTE NO 4 1934 1974, FLUSH WITH THE GROUND.
 AT1302'
 AT1302'REFERENCE MARK NO. 5 IS 149.50 FEET SOUTHWEST OF THE STATION, 28.2
 AT1302'FEET WEST-SOUTHWEST OF THE WEST ONE OF TWO CULVERTS UNDER THE
 AT1302'TRACKS, 5.5 FEET NORTH OF A 3-FOOT TREE, 10.5 FEET SOUTH OF THE EDGE
 AT1302'OF THE BANK 33 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS AND
 AT1302'0.6 FEET SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 AT1302'DISK STAMPED CELESTE NO 5 1934 1974, FLUSH WITH THE GROUND.
 AT1302'
 AT1302'LLD-B-73 (USE) IS 608.08 FEET WEST-NORTHWEST OF THE STATION, IN THE
 AT1302'CENTER OF THE TOP OF THE LEVEE, 106 FEET NORTHEAST OF A 8 FOOT HIGH
 AT1302'4 BY 4 POST SOUTH OF THE TRACKS, 62.5 FEET NORTH OF THE NORTH RAIL
 AT1302'OF THE TRACKS, 12 FEET SOUTH OF A WITNESS POST AND SOUTH EDGE OF A
 AT1302'CONCRETE REVETMENT AND OPPOSITE A SHELL DRIVEWAY LEADING TO THE
 AT1302'RIVER.  IT IS A U.S. CORPS OF ENGINEER MARK STAMPED LLD-B-73,
 AT1302'LMS-262 1975, ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 AT1302'
 AT1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES SOUTHEAST
 AT1302'OF MYRTLE GROOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1178 ***********************************************************************
 AT1178  DESIGNATION -  CEN 1934
 AT1178  PID         -  AT1178
 AT1178  STATE/COUNTY-  LA/PLAQUEMINES
 AT1178  USGS QUAD   -  BAY BATISTE (1993)
 AT1178
 AT1178                         *CURRENT SURVEY CONTROL
 AT1178  ___________________________________________________________________
 AT1178* NAD 83(1992)-  29 25 52.86056(N)    089 48 41.91702(W)     ADJUSTED  
 AT1178* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1178  **This station is located in a subsidence area (see below).
 AT1178  ___________________________________________________________________
 AT1178  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AT1178  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AT1178
 AT1178  HORZ ORDER  -  THIRD
 AT1178
 AT1178.The horizontal coordinates were established by classical geodetic methods
 AT1178.and adjusted by the National Geodetic Survey in January 1993..
 AT1178
 AT1178 ** The orthometric height has not been validated since last determined
 AT1178 ** by differential leveling and should not be used for control purposes.
 AT1178 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1178 ** area with valid NAVD 88 orthometric heights.
 AT1178 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1178 ** epoch indicated which incorporates improved geoid heights for the
 AT1178 ** Southern Louisiana Subsidence area.
 AT1178 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1178.The orthometric height was scaled from a topographic map.
 AT1178
 AT1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1178
 AT1178.The geoid height was determined by GEOID03.
 AT1178
 AT1178;                    North         East     Units Scale Factor Converg.
 AT1178;SPC LA S     -   104,216.890 1,147,643.949   MT  0.99997480   +0 45 39.1
 AT1178;SPC LA S     -   341,918.25  3,765,228.52   sFT  0.99997480   +0 45 39.1
 AT1178;UTM  16      - 3,259,067.374   227,233.792   MT  1.00051815   -1 22 56.8
 AT1178
 AT1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1178!SPC LA S     -   1.00000383  x   0.99997480  =   0.99997863
 AT1178!UTM  16      -   1.00000383  x   1.00051815  =   1.00052198
 AT1178
 AT1178                          SUPERSEDED SURVEY CONTROL
 AT1178
 AT1178  NAD 83(1986)-  29 25 52.87183(N)    089 48 41.92404(W) AD(       ) 3
 AT1178  NAD 27      -  29 25 52.08200(N)    089 48 41.68400(W) AD(       ) 3
 AT1178
 AT1178.Superseded values are not recommended for survey control.
 AT1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1178.See file dsdata.txt to determine how the superseded data were derived.
 AT1178
 AT1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2723459067(NAD 83)
 AT1178_MARKER: I = METAL ROD
 AT1178_SETTING: 0 = UNSPECIFIED SETTING
 AT1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1178
 AT1178  HISTORY     - Date     Condition        Report By
 AT1178  HISTORY     - 1934     MONUMENTED       CGS
 AT1178  HISTORY     - 19730212 MARK NOT FOUND   NGS
 AT1178
 AT1178                          STATION DESCRIPTION
 AT1178
 AT1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1178'STATION IS 1/2 MILE
 AT1178'N OF A LARGE
 AT1178'ISLAND IN LAKE WASHINGTON, APPROXIMATELY 1/2 MILE N OF
 AT1178'A DILAPIDATED BUILDING OF THE
 AT1178'PROPERTY OF THE MOUNT FOREST FUR
 AT1178'COMPANY WHICH IS ON THE NORTHERN END OF THE
 AT1178'ISLAND, AND 30 METERS
 AT1178'(98 FEET) FROM THE HIGH-WATER MARK TO THE S.  THE STATION, A
 AT1178'LOCAL SURVEY
 AT1178'MONUMENT, IS MARKED BY AN IRON PIPE EXTENDING ABOUT 4 FEET
 AT1178'ABOVE THE SURFACE OF THE
 AT1178'GROUND.
 AT1178
 AT1178                          STATION RECOVERY (1973)
 AT1178
 AT1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2683 ***********************************************************************
 BX2683  DESIGNATION -  CENLA
 BX2683  PID         -  BX2683
 BX2683  STATE/COUNTY-  LA/RAPIDES
 BX2683  USGS QUAD   -  ALEXANDRIA (1992)
 BX2683
 BX2683                         *CURRENT SURVEY CONTROL
 BX2683  ___________________________________________________________________
 BX2683* NAD 83(1992)-  31 15 56.86813(N)    092 28 33.12901(W)     ADJUSTED  
 BX2683* NAVD 88     -        22.6    (meters)      74.     (feet)  VERTCON   
 BX2683  ___________________________________________________________________
 BX2683  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BX2683  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX2683
 BX2683  HORZ ORDER  -  SECOND
 BX2683
 BX2683.The horizontal coordinates were established by classical geodetic methods
 BX2683.and adjusted by the National Geodetic Survey in January 1993..
 BX2683
 BX2683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2683
 BX2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2683
 BX2683.The geoid height was determined by GEOID03.
 BX2683
 BX2683;                    North         East     Units Scale Factor Converg.
 BX2683;SPC LA N     -    84,909.305 1,002,298.132   MT  0.99997900   +0 00 45.9
 BX2683;SPC LA N     -   278,573.28  3,288,373.12   sFT  0.99997900   +0 00 45.9
 BX2683;UTM  15      - 3,459,177.946   549,897.706   MT  0.99963071   +0 16 19.3
 BX2683
 BX2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2683!SPC LA N     -   1.00000063  x   0.99997900  =   0.99997963
 BX2683!UTM  15      -   1.00000063  x   0.99963071  =   0.99963134
 BX2683
 BX2683|---------------------------------------------------------------------|
 BX2683| PID    Reference Object                     Distance      Geod. Az  |
 BX2683|                                                           dddmmss.s |
 BX2683| CY4007 CENLA RM 1                           16.585 METERS 11749     |
 BX2683| BX3192 CENLA AZ MK 2                       315.740 METERS 13629     |
 BX2683| BX2682 CENLA A POINT 1969                   16.256 METERS 17854     |
 BX2683| BX3189 CENLA AZ MK 3                       APPROX. 0.6 KM 1830333.9 |
 BX2683| CY4006 CENLA AZ MK                                        1834026.5 |
 BX2683| CY4008 CENLA RM 2                           12.788 METERS 25546     |
 BX2683|---------------------------------------------------------------------|
 BX2683
 BX2683                          SUPERSEDED SURVEY CONTROL
 BX2683
 BX2683  NAD 83(1986)-  31 15 56.88707(N)    092 28 33.12441(W) AD(       ) 2
 BX2683  NAD 27      -  31 15 56.22571(N)    092 28 32.62935(W) AD(       ) 2
 BX2683  NGVD 29 (07/19/86)   22.6    (m)           74.     (f) VERT ANG       
 BX2683
 BX2683.Superseded values are not recommended for survey control.
 BX2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2683.See file dsdata.txt to determine how the superseded data were derived.
 BX2683
 BX2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4989859178(NAD 83)
 BX2683_MARKER: DD = SURVEY DISK
 BX2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2683_STAMPING: CENLA LADH 1969
 BX2683_MARK LOGO: LADTD 
 BX2683_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2683+STABILITY: SURFACE MOTION
 BX2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2683+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1982
 BX2683
 BX2683  HISTORY     - Date     Condition        Report By
 BX2683  HISTORY     - 1969     MONUMENTED       LADTD
 BX2683  HISTORY     - 19820727 GOOD             NGS
 BX2683
 BX2683                          STATION DESCRIPTION
 BX2683
 BX2683'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2683'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2683'U.S. COAST AND GEODETIC SURVEY DISK STAMPED CENLA 1969, IS SET
 BX2683'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2683'GROUND.  THE MARK IS 2.9 FEET SOUTH OF A METAL WITNESS POST AND
 BX2683'SIGN, 35.2 FEET EAST-SOUTHEAST OF A FIRE HYDRANT, 25 FEET
 BX2683'EAST-NORTHEAST OF A 30 INCH PECAN TREE, 62 FEET EAST OF THE
 BX2683'CENTER OF A NORTH-SOUTH STREET, 29 FEET SOUTH OF THE CENTER OF
 BX2683'AN EAST-WEST STREET AND 16.3 FEET SOUTHWEST OF THE WEST END OF
 BX2683'A CULVERT.  THE STATION IS IN A BASEBALL PARK THAT IS ON
 BX2683'MASONIC PROPERTY.
 BX2683'
 BX2683'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BX2683'71 AND U.S. HIGHWAY 165 IN ALEXANDRIA, DRIVE SOUTH ALONG U.S.
 BX2683'HIGHWAY 165 FOR 1.02 MILES TO ITS INTERSECTION WITH FOGLEMAN
 BX2683'STREET, THENCE RIGHT ALONG FOGLEMAN STREET FOR 1 BLOCK TO THE
 BX2683'STATION WHICH IS ON THE LEFT SIDE OF THE STREET IN A BASEBALL
 BX2683'PARK.
 BX2683'
 BX2683'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2683'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CENLA RM 1 1969,
 BX2683'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2683'GROUND.  THE MARK IS 14 FEET SOUTH-SOUTHEAST OF THE EAST END
 BX2683'OF A CULVERT, 27.3 FEET SOUTH-SOUTHWEST OF THE CENTER OF AN
 BX2683'EAST-WEST STREET, 44.7 FEET NORTHWEST OF A SYCAMORE TREE AND
 BX2683'54.4 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST AND SIGN
 BX2683'FOR THE STATION.
 BX2683'
 BX2683'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2683'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CENLA RM 2 1969,
 BX2683'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2683'GROUND.  THE MARK IS 19 FEET SOUTHWEST OF A 30 INCH PECAN
 BX2683'TREE, 31.5 FEET EAST-SOUTHEAST OF THE CENTER OF A NORTH-SOUTH
 BX2683'STREET, 31 FEET SOUTH OF A FIRE HYDRANT, 58.2 FEET
 BX2683'SOUTH-SOUTHWEST OF AN EAST-WEST STREET AND 22.4 FEET NORTH OF
 BX2683'A 24 INCH PECAN TREE.
 BX2683'
 BX2683'AZIMUTH MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2683'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CENLA AZ MK 1969,
 BX2683'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2683'GROUND.  THE MARK IS 57.7 FEET WEST OF THE CENTER OF U.S.
 BX2683'HIGHWAY 165, 5.8 FEET SOUTH OF A FENCE, 15.1 FEET NORTH OF A
 BX2683'4 INCH PINE TREE, 43 FEET SOUTHWEST OF A POWER POLE, 18.5 FEET
 BX2683'WEST OF A FENCE CORNER AND 21.3 FEET WEST-SOUTHWEST OF A METAL
 BX2683'WITNESS POST AND SIGN.
 BX2683'
 BX2683'TO REACH AZIMUTH MARK 1 FROM THE STATION, DRIVE EAST ALONG
 BX2683'FOGLEMAN STREET TO U.S. HIGHWAY 165, THENCE SOUTHERLY ALONG
 BX2683'U.S. HIGHWAY 165 FOR 0.25 MILE TO THE MARK WHICH IS ON THE
 BX2683'RIGHT SIDE OF THE HIGHWAY NEAR THE NORTH FENCE OF THE MASONIC
 BX2683'CHILDRENS HOME.
 BX2683'
 BX2683'AZIMUTH MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2683'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CENLA AZ MK 2
 BX2683'1969, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4
 BX2683'INCHES ABOVE THE GROUND.  THE MARK IS 57.5 FEET EAST OF THE
 BX2683'CENTER OF U.S. HIGHWAY 165, 35.5 FEET NORTHEAST OF A CONCRETE
 BX2683'CULVERT, 28 FEET NORTH OF A FENCE, 5 FEET SOUTH OF A
 BX2683'TRAVELODGE SIGN, 52.7 FEET SOUTHEAST OF A CULVERT AND 1.3 FEET
 BX2683'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2683'
 BX2683'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE EAST ALONG
 BX2683'FOGLEMAN STREET TO U.S. HIGHWAY 165, THENCE SOUTH ALONG U.S.
 BX2683'HIGHWAY 165 FOR 200 FEET TO THE MARK WHICH IS ON THE LEFT SIDE
 BX2683'OF THE HIGHWAY.
 BX2683
 BX2683                          STATION RECOVERY (1982)
 BX2683
 BX2683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 BX2683'THE STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND AZIMUTH
 BX2683'MARK NO 2 WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 BX2683'BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE
 BX2683'PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER THE STATION MARK.
 BX2683' 
 BX2683'AZIMUTH MARK NO 3 IS A STANDARD LADH DISK STAMPED--CENLA 1969 AZ MK NO
 BX2683'3 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BX2683'30.4 CM IN DIAMETER FLUSH WITH GROUND LOCATED 1.0 FT (0.30 M) WNW FROM
 BX2683'A METAL WITNESS POST AND SIGN, 8.0 FT (2.44 M) SE FROM A FENCE CORNER,
 BX2683'106.0 FT (32.31 M) E FROM THE NORTHEAST CORNER OF THE MASONIC SCHOOL
 BX2683'CHURCH, AND 52.0 FT (15.85 M) WNW FROM THE CENTER OF US HIGHWAY 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3192 ***********************************************************************
 BX3192  DESIGNATION -  CENLA AZ MK 2
 BX3192  PID         -  BX3192
 BX3192  STATE/COUNTY-  LA/RAPIDES
 BX3192  USGS QUAD   -  ALEXANDRIA (1992)
 BX3192
 BX3192                         *CURRENT SURVEY CONTROL
 BX3192  ___________________________________________________________________
 BX3192* NAD 83(1992)-  31 15 49.43343(N)    092 28 24.91152(W)     ADJUSTED  
 BX3192* NAVD 88     -        23.     (meters)      75.     (feet)  VERTCON   
 BX3192  ___________________________________________________________________
 BX3192  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BX3192  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX3192
 BX3192  HORZ ORDER  -  THIRD
 BX3192
 BX3192.The horizontal coordinates were established by classical geodetic methods
 BX3192.and adjusted by the National Geodetic Survey in January 1993..
 BX3192.No horizontal observational check was made to the station.
 BX3192
 BX3192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3192
 BX3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3192
 BX3192.The geoid height was determined by GEOID03.
 BX3192
 BX3192;                    North         East     Units Scale Factor Converg.
 BX3192;SPC LA N     -    84,680.384 1,002,515.578   MT  0.99997941   +0 00 50.3
 BX3192;SPC LA N     -   277,822.23  3,289,086.53   sFT  0.99997941   +0 00 50.3
 BX3192;UTM  15      - 3,458,950.091   550,116.109   MT  0.99963098   +0 16 23.5
 BX3192
 BX3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3192!SPC LA N     -   1.00000056  x   0.99997941  =   0.99997997
 BX3192!UTM  15      -   1.00000056  x   0.99963098  =   0.99963154
 BX3192
 BX3192                          SUPERSEDED SURVEY CONTROL
 BX3192
 BX3192  NAD 83(1986)-  31 15 49.45237(N)    092 28 24.90692(W) AD(       ) 3
 BX3192  NGVD 29 (11/02/92)   23.     (m)           75.     (f) VERT ANG       
 BX3192
 BX3192.Superseded values are not recommended for survey control.
 BX3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3192.See file dsdata.txt to determine how the superseded data were derived.
 BX3192
 BX3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5011658950(NAD 83)
 BX3192_MARKER: DZ = AZIMUTH MARK DISK
 BX3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3192_MARK LOGO: LADH  
 BX3192_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3192+STABILITY: SURFACE MOTION
 BX3192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3192+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1982
 BX3192
 BX3192  HISTORY     - Date     Condition        Report By
 BX3192  HISTORY     - 1969     MONUMENTED       LADH
 BX3192  HISTORY     - 19820727 GOOD             NGS
 BX3192
 BX3192                          STATION DESCRIPTION
 BX3192
 BX3192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 BX3192'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS PREVIOUSLY
 BX3192'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3189 ***********************************************************************
 BX3189  DESIGNATION -  CENLA AZ MK 3
 BX3189  PID         -  BX3189
 BX3189  STATE/COUNTY-  LA/RAPIDES
 BX3189  USGS QUAD   -  ALEXANDRIA (1992)
 BX3189
 BX3189                         *CURRENT SURVEY CONTROL
 BX3189  ___________________________________________________________________
 BX3189* NAD 83(1992)-  31 15 37.07840(N)    092 28 34.36030(W)     ADJUSTED  
 BX3189* NAVD 88     -        24.     (meters)      79.     (feet)  VERTCON   
 BX3189  ___________________________________________________________________
 BX3189  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BX3189  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX3189
 BX3189  HORZ ORDER  -  THIRD
 BX3189
 BX3189.The horizontal coordinates were established by classical geodetic methods
 BX3189.and adjusted by the National Geodetic Survey in January 1993..
 BX3189.No horizontal observational check was made to the station.
 BX3189
 BX3189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3189
 BX3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3189
 BX3189.The geoid height was determined by GEOID03.
 BX3189
 BX3189;                    North         East     Units Scale Factor Converg.
 BX3189;SPC LA N     -    84,299.819 1,002,265.692   MT  0.99998009   +0 00 45.3
 BX3189;SPC LA N     -   276,573.66  3,288,266.69   sFT  0.99998009   +0 00 45.3
 BX3189;UTM  15      - 3,458,568.533   549,868.035   MT  0.99963067   +0 16 18.5
 BX3189
 BX3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3189!SPC LA N     -   1.00000047  x   0.99998009  =   0.99998056
 BX3189!UTM  15      -   1.00000047  x   0.99963067  =   0.99963114
 BX3189
 BX3189                          SUPERSEDED SURVEY CONTROL
 BX3189
 BX3189  NAD 83(1986)-  31 15 37.09735(N)    092 28 34.35570(W) AD(       ) 3
 BX3189  NGVD 29 (11/02/92)   24.     (m)           79.     (f) VERT ANG       
 BX3189
 BX3189.Superseded values are not recommended for survey control.
 BX3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3189.See file dsdata.txt to determine how the superseded data were derived.
 BX3189
 BX3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4986858569(NAD 83)
 BX3189_MARKER: DZ = AZIMUTH MARK DISK
 BX3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3189_STAMPING: CENLA 1969 AZ MK NO 3 1982
 BX3189_MARK LOGO: NGS   
 BX3189_PROJECTION: FLUSH
 BX3189_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3189+STABILITY: SURFACE MOTION
 BX3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3189+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1982
 BX3189
 BX3189  HISTORY     - Date     Condition        Report By
 BX3189  HISTORY     - 1982     MONUMENTED       NGS
 BX3189  HISTORY     - UNK      SEE DESCRIPTION
 BX3189  HISTORY     - 19820727 GOOD             NGS
 BX3189
 BX3189                          STATION DESCRIPTION
 BX3189
 BX3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 BX3189'THE STATION IS LOCATED ABOUT 1.77 KM (1.10 MILES) SOUTH OF ALEXANDRIA.
 BX3189'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 71 AND US
 BX3189'HIGHWAY 165 IN ALEXANDRIA, DRIVE SOUTH ALONG US HIGHWAY 165 FOR 1.77
 BX3189'KM (1.10 MILES) TO THE STATION ON THE RIGHT SIDE OF THE HIGHWAY NEAR
 BX3189'THE NORTH FENCE OF THE MASONIC CHILDREN'S HOME.
 BX3189' 
 BX3189'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 BX3189'AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX3189'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED--CENLA
 BX3189'1969 AZ MK NO 3 1982--.  IT IS 32.31 METERS (106.0 FT) EAST OF THE
 BX3189'NORTHEAST CORNER OF THE MASONIC SCHOOL CHURCH, 15.85 METERS (52.0 FT)
 BX3189'WEST NORTHWEST OF THE CENTER OF US HIGHWAY 165, 0.30 METER (1.0 FOOT)
 BX3189'WEST NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BX3189
 BX3189                          STATION RECOVERY (UNK )
 BX3189
 BX3189'RECOVERED UNK
 BX3189'RECOVERED AS DESCRIBED.
 BX3189
 BX3189                          STATION RECOVERY (1982)
 BX3189
 BX3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 BX3189'THE STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND AZIMUTH
 BX3189'MARK NO 2 WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 BX3189'BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE
 BX3189'PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER THE STATION MARK.
 BX3189' 
 BX3189'AZIMUTH MARK NO 3 IS A STANDARD LADH DISK STAMPED--CENLA 1969 AZ MK NO
 BX3189'3 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BX3189'30.4 CM IN DIAMETER FLUSH WITH GROUND LOCATED 1.0 FT (0.30 M) WNW FROM
 BX3189'A METAL WITNESS POST AND SIGN, 8.0 FT (2.44 M) SE FROM A FENCE CORNER,
 BX3189'106.0 FT (32.31 M) E FROM THE NORTHEAST CORNER OF THE MASONIC SCHOOL
 BX3189'CHURCH, AND 52.0 FT (15.85 M) WNW FROM THE CENTER OF US HIGHWAY 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1666 ***********************************************************************
 CQ1666  DESIGNATION -  CENTENARY
 CQ1666  PID         -  CQ1666
 CQ1666  STATE/COUNTY-  LA/CADDO
 CQ1666  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1666
 CQ1666                         *CURRENT SURVEY CONTROL
 CQ1666  ___________________________________________________________________
 CQ1666* NAD 83(1986)-  32 28 59.     (N)    093 43 59.     (W)     SCALED    
 CQ1666* NAVD 88     -        64.527  (meters)     211.70   (feet)  ADJUSTED  
 CQ1666  ___________________________________________________________________
 CQ1666  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1666  DYNAMIC HT  -          64.454 (meters)     211.46  (feet)  COMP
 CQ1666  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 CQ1666
 CQ1666  VERT ORDER  -  FIRST     CLASS I
 CQ1666
 CQ1666.The horizontal coordinates were scaled from a topographic map and have
 CQ1666.an estimated accuracy of +/- 6 seconds.
 CQ1666
 CQ1666.The orthometric height was determined by differential leveling
 CQ1666.and adjusted by the National Geodetic Survey in June 1991..
 CQ1666
 CQ1666.The geoid height was determined by GEOID03.
 CQ1666
 CQ1666.The dynamic height is computed by dividing the NAVD 88
 CQ1666.geopotential number by the normal gravity value computed on the
 CQ1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1666.degrees latitude (g = 980.6199 gals.).
 CQ1666
 CQ1666.The modeled gravity was interpolated from observed gravity values.
 CQ1666
 CQ1666;                    North         East    Units  Estimated Accuracy
 CQ1666;SPC LA N     -   220,540.      884,110.      MT  (+/- 180 meters Scaled)
 CQ1666
 CQ1666                          SUPERSEDED SURVEY CONTROL
 CQ1666
 CQ1666  NGVD 29 (??/??/??)   64.593  (m)          211.92   (f) ADJUSTED    1 1
 CQ1666
 CQ1666.Superseded values are not recommended for survey control.
 CQ1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1666.See file dsdata.txt to determine how the superseded data were derived.
 CQ1666
 CQ1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR311942(NAD 83)
 CQ1666_MARKER: DB = BENCH MARK DISK
 CQ1666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1666_SP_SET: BUILDING
 CQ1666_STAMPING: CENTENARY 1948
 CQ1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1666
 CQ1666  HISTORY     - Date     Condition        Report By
 CQ1666  HISTORY     - 1948     MONUMENTED       CGS
 CQ1666  HISTORY     - 1977     GOOD             NGS
 CQ1666  HISTORY     - 1986     GOOD             USPSQD
 CQ1666  HISTORY     - 1987     GOOD             USPSQD
 CQ1666  HISTORY     - 1995     GOOD             USPSQD
 CQ1666
 CQ1666                          STATION DESCRIPTION
 CQ1666
 CQ1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CQ1666'IN SHREVEPORT.
 CQ1666'AT SHREVEPORT, ABOUT 0.8 MILE SOUTHEAST ALONG MARSHALL STREET FROM THE
 CQ1666'OLD CENTRAL STATION, THENCE 0.2 MILE EAST ALONG STONER STREET, THENCE
 CQ1666'1.1 MILES SOUTH ALONG CENTENARY BLVD., AT THE CENTENARY COLLEGE, SET
 CQ1666'VERTICALLY IN THE NORTH FACE AT THE NORTHWEST CORNER OF THE ROTARY
 CQ1666'HALL BUILDING, 18.7 FEET WEST OF THE CENTER LINE OF THE NORTH
 CQ1666'ENTRANCE, 1.0 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING, 2.1
 CQ1666'FEET ABOVE THE GROUND.
 CQ1666
 CQ1666                          STATION RECOVERY (1977)
 CQ1666
 CQ1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1666'RECOVERED IN GOOD CONDITION.
 CQ1666
 CQ1666                          STATION RECOVERY (1986)
 CQ1666
 CQ1666'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 CQ1666'RECOVERED IN GOOD CONDITION.
 CQ1666
 CQ1666                          STATION RECOVERY (1987)
 CQ1666
 CQ1666'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1666'RECOVERED IN GOOD CONDITION.
 CQ1666
 CQ1666                          STATION RECOVERY (1995)
 CQ1666
 CQ1666'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2414 ***********************************************************************
 AU2414  DESIGNATION -  CENTERVILLE CATHOLIC CH SPIRE
 AU2414  PID         -  AU2414
 AU2414  STATE/COUNTY-  LA/ST MARY
 AU2414  USGS QUAD   -  CENTERVILLE (1994)
 AU2414
 AU2414                         *CURRENT SURVEY CONTROL
 AU2414  ___________________________________________________________________
 AU2414* NAD 83(1992)-  29 45 32.22201(N)    091 25 43.66367(W)     ADJUSTED  
 AU2414* NAVD 88     -                                                        
 AU2414  **This station is located in a subsidence area (see below).
 AU2414  ___________________________________________________________________
 AU2414  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU2414  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AU2414
 AU2414  HORZ ORDER  -  THIRD
 AU2414
 AU2414.The horizontal coordinates were established by classical geodetic methods
 AU2414.and adjusted by the National Geodetic Survey in January 1993..
 AU2414
 AU2414 ** The orthometric height has not been validated since last determined
 AU2414 ** by differential leveling and should not be used for control purposes.
 AU2414 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2414 ** area with valid NAVD 88 orthometric heights.
 AU2414 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2414 ** epoch indicated which incorporates improved geoid heights for the
 AU2414 ** Southern Louisiana Subsidence area.
 AU2414 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2414
 AU2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2414
 AU2414.The geoid height was determined by GEOID03.
 AU2414
 AU2414;                    North         East     Units Scale Factor Converg.
 AU2414;SPC LA S     -   139,551.733   990,767.640   MT  0.99993460   -0 02 51.8
 AU2414;SPC LA S     -   457,845.98  3,250,543.50   sFT  0.99993460   -0 02 51.8
 AU2414;UTM  15      - 3,293,109.646   651,913.663   MT  0.99988474   +0 46 48.1
 AU2414
 AU2414                          SUPERSEDED SURVEY CONTROL
 AU2414
 AU2414  NAD 83(1986)-  29 45 32.24229(N)    091 25 43.65773(W) AD(       ) 4
 AU2414  NAD 27      -  29 45 31.49600(N)    091 25 43.26785(W) AD(       ) 3
 AU2414
 AU2414.Superseded values are not recommended for survey control.
 AU2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2414.See file dsdata.txt to determine how the superseded data were derived.
 AU2414
 AU2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5191493110(NAD 83)
 AU2414_MARKER: 90 = CHURCH SPIRE
 AU2414
 AU2414  HISTORY     - Date     Condition        Report By
 AU2414  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2414  HISTORY     - 1948     GOOD             CGS
 AU2414  HISTORY     - 1957     GOOD             CGS
 AU2414
 AU2414                          STATION DESCRIPTION
 AU2414
 AU2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2414'RECOVERED.  THE STATION IS LOCATED IN CENTERVILLE, AT THE
 AU2414'INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 60.  THE
 AU2414'STATION IS THE CROSS ATOP THE SPIRE OF ST. JOSEPHS CATHOLIC
 AU2414'CHURCH IN CENTERVILLE.  THE CHURCH IS ABOUT 500 FEET S OF
 AU2414'THE ABOVE INTERSECTION AND ON THE W SIDE OF STATE HIGHWAY 60.
 AU2414'THE CENTERVILLE SCHOOL IS JUST W OF THE STATION.
 AU2414
 AU2414                          STATION RECOVERY (1957)
 AU2414
 AU2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2414'STATION RECOVERED IN GOOD CONDITION.  THE 1948 DESCRIPTION
 AU2414'IS ADEQUATE WITH THE FOLLOWING CHANGE--STATE HIGHWAY 60
 AU2414'IS NOW STATE HIGHWAY 317.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2734 ***********************************************************************
 BX2734  DESIGNATION -  CENTRAL
 BX2734  PID         -  BX2734
 BX2734  STATE/COUNTY-  LA/WINN
 BX2734  USGS QUAD   -  WINNFIELD EAST (1984)
 BX2734
 BX2734                         *CURRENT SURVEY CONTROL
 BX2734  ___________________________________________________________________
 BX2734* NAD 83(1992)-  31 56 53.69898(N)    092 35 27.51593(W)     ADJUSTED  
 BX2734* NAVD 88     -        52.29   (+/-2cm)     171.6    (feet)  VERTCON   
 BX2734  ___________________________________________________________________
 BX2734  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BX2734  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX2734
 BX2734  HORZ ORDER  -  FIRST
 BX2734  VERT ORDER  -  THIRD ? (See Below)
 BX2734
 BX2734.The horizontal coordinates were established by classical geodetic methods
 BX2734.and adjusted by the National Geodetic Survey in January 1993..
 BX2734
 BX2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2734.The vertical order pertains to the NGVD 29 superseded value.
 BX2734
 BX2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2734
 BX2734.The geoid height was determined by GEOID03.
 BX2734
 BX2734;                    North         East     Units Scale Factor Converg.
 BX2734;SPC LA N     -   160,578.121   991,399.239   MT  0.99991488   -0 02 53.2
 BX2734;SPC LA N     -   526,830.05  3,252,615.67   sFT  0.99991488   -0 02 53.2
 BX2734;UTM  15      - 3,534,772.601   538,656.271   MT  0.99961843   +0 12 59.2
 BX2734
 BX2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2734!SPC LA N     -   0.99999582  x   0.99991488  =   0.99991070
 BX2734!UTM  15      -   0.99999582  x   0.99961843  =   0.99961426
 BX2734
 BX2734|---------------------------------------------------------------------|
 BX2734| PID    Reference Object                     Distance      Geod. Az  |
 BX2734|                                                           dddmmss.s |
 BX2734| CY4014 CENTRAL RM 1                         82.872 METERS 07049     |
 BX2734| BX2733 COLGRADE FEDERAL FIRE TOWER         APPROX. 5.7 KM 1250336.7 |
 BX2734| BX2738 WINNFIELD TREMONT LUM CO S TK       479.385 METERS 1380159.9 |
 BX2734| CY4015 CENTRAL RM 2                         82.555 METERS 13849     |
 BX2734| CY4013 CENTRAL AZ MK                                      1552559.1 |
 BX2734| BX2737 WINNFIELD S CEN TT MICROWAVE        APPROX. 7.5 KM 1743141.3 |
 BX2734| BX2739 MELTON RESET                        APPROX.10.0 KM 1773043.4 |
 BX2734| CY4017 CENTRAL RM 4                         21.647 METERS 19132     |
 BX2734| BX2744 WINNFIELD TREMONT GULF RR TANK      APPROX. 4.4 KM 2292155.2 |
 BX2734| BX2746 WINNFIELD NEW MUN WATER TANK        APPROX. 5.3 KM 2371522.6 |
 BX2734| BX2747 WINNFIELD KC SO KEY 88 MICRO        APPROX. 5.5 KM 2372151.6 |
 BX2734| BX2743 WINNFIELD MUNICIPAL TANK            APPROX. 5.2 KM 2372906.1 |
 BX2734| BX2748 WINNFIELD CABLE TV MAST             APPROX. 5.1 KM 2504022.4 |
 BX2734| CY4016 CENTRAL RM 3                         27.984 METERS 32047     |
 BX2734|---------------------------------------------------------------------|
 BX2734
 BX2734                          SUPERSEDED SURVEY CONTROL
 BX2734
 BX2734  NAD 83(1986)-  31 56 53.71327(N)    092 35 27.50727(W) AD(       ) 1
 BX2734  NAD 27      -  31 56 53.12700(N)    092 35 26.97400(W) AD(       ) 1
 BX2734  NGVD 29 (07/19/86)   52.32   (m)          171.7    (f) LEVELING    3  
 BX2734
 BX2734.Superseded values are not recommended for survey control.
 BX2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2734.See file dsdata.txt to determine how the superseded data were derived.
 BX2734
 BX2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3865634773(NAD 83)
 BX2734_MARKER: DS = TRIANGULATION STATION DISK
 BX2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2734
 BX2734  HISTORY     - Date     Condition        Report By
 BX2734  HISTORY     - 1934     MONUMENTED       CGS
 BX2734  HISTORY     - 1936     GOOD             LAGS
 BX2734  HISTORY     - 1969     GOOD             CGS
 BX2734
 BX2734                          STATION DESCRIPTION
 BX2734
 BX2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2734'STATION IS ABOUT 3 MILES NE OF WINNFIELD IN E HALF SEC. 8,
 BX2734'T 11 N, R 2 W, AND NEAR THE 1/4 SEC. LINE.  LAND OWNED BY THE
 BX2734'TREMONT LUMBER COMPANY.
 BX2734'
 BX2734'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BX2734'DISKS SET IN CONCRETE.
 BX2734'
 BX2734'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A COPPER
 BX2734'BOLT.
 BX2734'
 BX2734'REFERENCE MARK NO. 2 IS SE OF STATION, 31 FEET S OF CENTER
 BX2734'LINE OF ROAD, 270.86 FEET AND (82.555 METERS) FROM STATION.
 BX2734'
 BX2734'REFERENCE MARK NO. 1 IS 36 FEET S OF CENTER LINE OF ROAD AND
 BX2734'E OF STATION 271.71 FEET AND (82.872 METERS).
 BX2734'
 BX2734'AZIMUTH MARK IS SE OF STATION NEAR WHERE A HIGH POWER LINE
 BX2734'TURNS TO THE E SUPPORTED BY 3 POLES AT THIS POINT.  MARK IS 19
 BX2734'FEET N OF THE N POLE, 0.3 MILE FROM STATION.
 BX2734'
 BX2734'REACHED FROM WINNFIELD BY STATE HIGHWAY 233, 2.8 MILES TO
 BX2734'JUNCTION WITH STATE HIGHWAY 234.  FOLLOW STATE HIGHWAY 234 N,
 BX2734'0.6 MILE TO UNGRADED WOOD ROAD, LEADING W.  FOLLOW THIS ROAD
 BX2734'W, 60 YARDS AND TURN S 25 PACES TO STATION.
 BX2734'
 BX2734'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 BX2734
 BX2734                          STATION RECOVERY (1936)
 BX2734
 BX2734'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2734'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 BX2734
 BX2734                          STATION RECOVERY (1969)
 BX2734
 BX2734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2734'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 BX2734'
 BX2734'THE STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 BX2734'CONDITION, HOWEVER THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 BX2734'STATION DUE TO A HEAVY GROWTH OF TIMBER.  REFERENCE MARK 1 WAS NOT
 BX2734'RECOVERED AND IS PRESUMED LOST.  REFERENCE MARK 2 WAS FOUND IN AN
 BX2734'UNUSABLE TITLED POSITION AND WAS DESTROYED BY THIS PARTY.
 BX2734'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 BX2734'
 BX2734'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF COLGRADE, 3 MILES
 BX2734'NORTHEAST OF WINNFIELD, ABOUT 150 YARDS WEST OF STATE HIGHWAY 34,
 BX2734'BEHIND A SMALL CHURCH ON PROPERTY OWNED BY TREMONT LUMBER COMPANY.
 BX2734'
 BX2734'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 167 AND STATE
 BX2734'HIGHWAY 34, AT THE SOUTH EDGE OF WINNFIELD, GO NORTHEAST ON U. S.
 BX2734'HIGHWAY 84 AND STATE HIGHWAY 34 FOR 2.15 MILES TO A FORK AT THE
 BX2734'JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 34.  TAKE LEFT FORK,
 BX2734'STRAIGHT AHEAD, AND PROCEED NORTHERLY ALONG STATE HIGHWAY 34 FOR
 BX2734'0.65 MILE TO A SMALL WHITE CHURCH ON THE LEFT, WEST, SIDE OF HIGHWAY
 BX2734'AND THE STATION AS DESCRIBED BELOW.
 BX2734'
 BX2734'THE AZIMUTH MARK IS REACHED BY GOING SOUTH ALONG STATE HIGHWAY 34 FOR
 BX2734'0.1 MILE TO A ROAD LEFT.  TURN LEFT, EAST, AND GO 0.1 MILE TO A
 BX2734'GUARD HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 BX2734'
 BX2734'THE STATION MARK IS A STANDARD DISK, STAMPED CENTRAL 1934, SET IN THE
 BX2734'TOP OF A 12-INCH CIRCULAR CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 BX2734'ABOVE THE SURFACE.  IT IS 72.5 FEET SOUTHWEST OF THE NORTHWEST
 BX2734'CORNER OF THE CHURCH, 56.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BX2734'THE CHURCH AND 1.8 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 BX2734'SIGN.
 BX2734'
 BX2734'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CENTRAL NO 3 1934 1969,
 BX2734'SET IN THE TOP OF A 12-INCH CIRCULAR CONCRETE MONUMENT THAT IS FLUSH
 BX2734'WITH THE GROUND SURFACE.  IT IS 90.2 FEET NORTHWEST OF A METAL
 BX2734'WITNESS POST WITH SIGN AND 53.0 FEET EAST OF A 12-INCH OAK TREE.
 BX2734'
 BX2734'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CENTRAL NO 4 1934 1969,
 BX2734'SET IN THE TOP OF A 12-INCH CIRCULAR CONCRETE MONUMENT THAT IS FLUSH
 BX2734'WITH THE GROUND SURFACE.  IT IS 72.9 FEET SOUTH OF A METAL WITNESS
 BX2734'POST WITH SIGN.
 BX2734'
 BX2734'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED CENTRAL
 BX2734'AZIMUTH 1934, SET IN THE TOP OF A 12-INCH CIRCULAR CONCRETE MONUMENT
 BX2734'THAT PROJECTS 10-1/2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BX2734'123.0 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD, 79 FEET
 BX2734'SOUTHEAST OF A FENCE CORNER, 75 FEET SOUTHEAST OF THE GUARD HOUSE,
 BX2734'42 FEET SOUTHWEST OF A FENCE AND 18.5 FEET NORTH OF THE
 BX2734'NORTHERNMOST OF THREE POWER POLES.
 BX2734'
 BX2734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 BX2734'NORTHEAST OF WINNFIELD.
 BX2734'
 BX2734'HEIGHT OF LIGHT ABOVE STATION MARK 99.05 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4473 ***********************************************************************
 BJ4473  DESIGNATION -  CENTRAL HELVETIA INC STACK
 BJ4473  PID         -  BJ4473
 BJ4473  STATE/COUNTY-  LA/ST JAMES
 BJ4473  USGS QUAD   -  CONVENT (1994)
 BJ4473
 BJ4473                         *CURRENT SURVEY CONTROL
 BJ4473  ___________________________________________________________________
 BJ4473* NAD 83(1992)-  30 04 44.39390(N)    090 52 04.84638(W)     ADJUSTED  
 BJ4473* NAVD 88     -                                                        
 BJ4473  **This station is located in a subsidence area (see below).
 BJ4473  ___________________________________________________________________
 BJ4473  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4473  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BJ4473
 BJ4473  HORZ ORDER  -  THIRD
 BJ4473
 BJ4473.The horizontal coordinates were established by classical geodetic methods
 BJ4473.and adjusted by the National Geodetic Survey in January 1993..
 BJ4473
 BJ4473 ** The orthometric height has not been validated since last determined
 BJ4473 ** by differential leveling and should not be used for control purposes.
 BJ4473 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4473 ** area with valid NAVD 88 orthometric heights.
 BJ4473 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4473 ** epoch indicated which incorporates improved geoid heights for the
 BJ4473 ** Southern Louisiana Subsidence area.
 BJ4473 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4473
 BJ4473.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4473
 BJ4473.The geoid height was determined by GEOID03.
 BJ4473
 BJ4473;                    North         East     Units Scale Factor Converg.
 BJ4473;SPC LA S     -   175,114.052 1,044,858.024   MT  0.99992667   +0 13 57.6
 BJ4473;SPC LA S     -   574,520.02  3,428,005.03   sFT  0.99992667   +0 13 57.6
 BJ4473;UTM  15      - 3,329,455.722   705,485.936   MT  1.00012097   +1 04 08.1
 BJ4473
 BJ4473                          SUPERSEDED SURVEY CONTROL
 BJ4473
 BJ4473  NAD 83(1986)-  30 04 44.41089(N)    090 52 04.84758(W) AD(       ) 4
 BJ4473  NAD 27      -  30 04 43.68962(N)    090 52 04.50393(W) AD(       ) 3
 BJ4473
 BJ4473.Superseded values are not recommended for survey control.
 BJ4473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4473.See file dsdata.txt to determine how the superseded data were derived.
 BJ4473
 BJ4473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0548629456(NAD 83)
 BJ4473_MARKER: 63 = STACK
 BJ4473
 BJ4473  HISTORY     - Date     Condition        Report By
 BJ4473  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4473
 BJ4473                          STATION DESCRIPTION
 BJ4473
 BJ4473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4473'5.7 MILES NORTHWEST OF CONVENT AND 1.1 MILES NORTH OF THE MISSISSIPPI
 BJ4473'RIVER.  IT IS OWNED BY THE HELVETIA SUGAR CORPORATION.
 BJ4473'
 BJ4473'IT IS OF BRICK CONSTRUCTION PAINTED WHITE AND BLACK LETTERING
 BJ4473'HELVETIA AND HAS AN OVERALL HEIGHT OF 175 FEET.
 BJ4473'
 BJ4473'POINT INTERSECTED WAS THE APPROXIMATE CENTER AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4474 ***********************************************************************
 BJ4474  DESIGNATION -  CENTRAL HELVETIA INC TANK
 BJ4474  PID         -  BJ4474
 BJ4474  STATE/COUNTY-  LA/ST JAMES
 BJ4474  USGS QUAD   -  CONVENT (1994)
 BJ4474
 BJ4474                         *CURRENT SURVEY CONTROL
 BJ4474  ___________________________________________________________________
 BJ4474* NAD 83(1992)-  30 04 44.39082(N)    090 52 05.64283(W)     ADJUSTED  
 BJ4474* NAVD 88     -                                                        
 BJ4474  **This station is located in a subsidence area (see below).
 BJ4474  ___________________________________________________________________
 BJ4474  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4474  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BJ4474
 BJ4474  HORZ ORDER  -  THIRD
 BJ4474
 BJ4474.The horizontal coordinates were established by classical geodetic methods
 BJ4474.and adjusted by the National Geodetic Survey in January 1993..
 BJ4474
 BJ4474 ** The orthometric height has not been validated since last determined
 BJ4474 ** by differential leveling and should not be used for control purposes.
 BJ4474 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4474 ** area with valid NAVD 88 orthometric heights.
 BJ4474 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4474 ** epoch indicated which incorporates improved geoid heights for the
 BJ4474 ** Southern Louisiana Subsidence area.
 BJ4474 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4474
 BJ4474.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4474
 BJ4474.The geoid height was determined by GEOID03.
 BJ4474
 BJ4474;                    North         East     Units Scale Factor Converg.
 BJ4474;SPC LA S     -   175,113.871 1,044,836.696   MT  0.99992667   +0 13 57.2
 BJ4474;SPC LA S     -   574,519.43  3,427,935.06   sFT  0.99992667   +0 13 57.2
 BJ4474;UTM  15      - 3,329,455.229   705,464.610   MT  1.00012086   +1 04 07.7
 BJ4474
 BJ4474                          SUPERSEDED SURVEY CONTROL
 BJ4474
 BJ4474  NAD 83(1986)-  30 04 44.40777(N)    090 52 05.64410(W) AD(       ) 4
 BJ4474  NAD 27      -  30 04 43.68665(N)    090 52 05.30041(W) AD(       ) 3
 BJ4474
 BJ4474.Superseded values are not recommended for survey control.
 BJ4474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4474.See file dsdata.txt to determine how the superseded data were derived.
 BJ4474
 BJ4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0546529455(NAD 83)
 BJ4474_MARKER: 53 = ELEVATED TANK
 BJ4474
 BJ4474  HISTORY     - Date     Condition        Report By
 BJ4474  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4474
 BJ4474                          STATION DESCRIPTION
 BJ4474
 BJ4474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4474'5.7 MILES NORTHWEST OF CONVENT AND 1.1 MILES NORTH OF THE MISSISSIPPI
 BJ4474'RIVER.  IT IS OWNED BY THE HELVETIA SUGAR CORPORATION.
 BJ4474'
 BJ4474'IT IS A FOUR LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 BJ4474'PROPER PAINTED SILVER AND HAS A OVERALL HEIGHT OF 140 FEET.
 BJ4474'
 BJ4474'POINT INTERSECTED WAS THE BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5254 ***********************************************************************
 BJ5254  DESIGNATION -  CENTRAL LA SUGAR REFINERY STK
 BJ5254  PID         -  BJ5254
 BJ5254  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5254  USGS QUAD   -  FORDOCHE (1969)
 BJ5254
 BJ5254                         *CURRENT SURVEY CONTROL
 BJ5254  ___________________________________________________________________
 BJ5254* NAD 83(1992)-  30 32 27.74239(N)    091 33 15.96335(W)     ADJUSTED  
 BJ5254* NAVD 88     -                                                        
 BJ5254  ___________________________________________________________________
 BJ5254  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ5254  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ5254
 BJ5254  HORZ ORDER  -  THIRD
 BJ5254
 BJ5254.The horizontal coordinates were established by classical geodetic methods
 BJ5254.and adjusted by the National Geodetic Survey in January 1993..
 BJ5254
 BJ5254
 BJ5254.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5254
 BJ5254.The geoid height was determined by GEOID03.
 BJ5254
 BJ5254;                    North         East     Units Scale Factor Converg.
 BJ5254;SPC LA S     -   226,261.343   978,784.113   MT  0.99997005   -0 06 38.0
 BJ5254;SPC LA S     -   742,325.76  3,211,227.54   sFT  0.99997005   -0 06 38.0
 BJ5254;UTM  15      - 3,379,628.410   638,666.147   MT  0.99983721   +0 44 04.9
 BJ5254
 BJ5254                          SUPERSEDED SURVEY CONTROL
 BJ5254
 BJ5254  NAD 83(1986)-  30 32 27.76165(N)    091 33 15.95959(W) AD(       ) 4
 BJ5254  NAD 27      -  30 32 27.07088(N)    091 33 15.55147(W) AD(       ) 3
 BJ5254
 BJ5254.Superseded values are not recommended for survey control.
 BJ5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5254.See file dsdata.txt to determine how the superseded data were derived.
 BJ5254
 BJ5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3866679628(NAD 83)
 BJ5254_MARKER: 63 = STACK
 BJ5254
 BJ5254  HISTORY     - Date     Condition        Report By
 BJ5254  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5254  HISTORY     - 1957     GOOD             CGS
 BJ5254  HISTORY     - 1960     GOOD             CGS
 BJ5254
 BJ5254                          STATION DESCRIPTION
 BJ5254
 BJ5254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5254'THE STATION IS THE STACK AT THE W END OF THE OLD CANE MILL OF
 BJ5254'THE CENTRAL LOUISANA SUGAR REFINERY SW OF THE SMALL TOWN OF
 BJ5254'VALVERDA, LOUISANA, ABOUT 1.2 MILES S OF HIGHWAY 7 AT LIVONIA,
 BJ5254'AND ABOUT 0.3 MILE W OF THE LIVONIA-MARINGOUIN HIGHWAY.  THE
 BJ5254'CANE MILL IS NO LONGER IN OPERATION.  THE STACK IS A PROMINENT
 BJ5254'ONE ABOUT 170 FEET HIGH, ABOUT 18 FEET IN DIAMETER AT THE BASE,
 BJ5254'AND ABOUT 10 FEET IN DIAMETER AT THE TOP WITH A SLIGHT FLARE
 BJ5254'NEAR THE TOP.
 BJ5254
 BJ5254                          STATION RECOVERY (1957)
 BJ5254
 BJ5254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5254'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 BJ5254'ADEQUATE WITH THE FOLLOWING CORRECTION--
 BJ5254'
 BJ5254'STACK IS 1.0 MILE SOUTH OF U.S. HIGHWAY NO. 190.
 BJ5254
 BJ5254                          STATION RECOVERY (1960)
 BJ5254
 BJ5254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5254'LOCATED ABOUT 1.7 MILES SOUTH OF LIVONIA, AT THE SOUTHWEST
 BJ5254'EDGE OF THE SMALL VILLAGE OF VALVERDA, AT THE OLD SITE OF THE
 BJ5254'CENTRAL LOUISIANA SUGAR REFINNING CO. (THE REFINERY HAS BEEN
 BJ5254'TORN DOWN AND ONLY THE STACK REMAINS), IT IS AN OPEN FIELD 0.1
 BJ5254'MILE WEST OF STATE HIGHWAY 77.  IT IS A CONCRETE STACK 125 FEET
 BJ5254'HIGH AND 12 FEET IN DIAMETER.
 BJ5254'
 BJ5254'TO REACH THE STACK FROM LIVONIA GO SOUTH ON STATE HIGHWAY 77
 BJ5254'FOR 1.05 MILE TO A FARM ROAD RIGHT, TURN RIGHT AND GO WEST
 BJ5254'FOR 0.1 MILE TO THE STACK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2896 ***********************************************************************
 BX2896  DESIGNATION -  CENTRAL LOOKOUT
 BX2896  PID         -  BX2896
 BX2896  STATE/COUNTY-  LA/VERNON
 BX2896  USGS QUAD   -  FORT POLK (1974)
 BX2896
 BX2896                         *CURRENT SURVEY CONTROL
 BX2896  ___________________________________________________________________
 BX2896* NAD 83(1992)-  31 01 41.06924(N)    093 11 05.14569(W)     ADJUSTED  
 BX2896* NAVD 88     -       105.98   (+/-2cm)     347.7    (feet)  VERTCON   
 BX2896  ___________________________________________________________________
 BX2896  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 BX2896  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX2896
 BX2896  HORZ ORDER  -  SECOND
 BX2896  VERT ORDER  -  THIRD ? (See Below)
 BX2896
 BX2896.The horizontal coordinates were established by classical geodetic methods
 BX2896.and adjusted by the National Geodetic Survey in January 1993..
 BX2896
 BX2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2896.The vertical order pertains to the NGVD 29 superseded value.
 BX2896
 BX2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2896
 BX2896.The geoid height was determined by GEOID03.
 BX2896
 BX2896;                    North         East     Units Scale Factor Converg.
 BX2896;SPC LA N     -    58,758.768   934,619.603   MT  1.00003431   -0 21 43.3
 BX2896;SPC LA N     -   192,777.72  3,066,331.15   sFT  1.00003431   -0 21 43.3
 BX2896;SPC LA S     -   281,665.730   823,224.877   MT  1.00008623   -0 55 32.7
 BX2896;SPC LA S     -   924,098.32  2,700,863.62   sFT  1.00008623   -0 55 32.7
 BX2896;UTM  15      - 3,432,727.987   482,366.589   MT  0.99960384   -0 05 42.9
 BX2896
 BX2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2896!SPC LA N     -   0.99998754  x   1.00003431  =   1.00002185
 BX2896!SPC LA S     -   0.99998754  x   1.00008623  =   1.00007377
 BX2896!UTM  15      -   0.99998754  x   0.99960384  =   0.99959139
 BX2896
 BX2896:                Primary Azimuth Mark                     Grid Az
 BX2896:SPC LA N     -  CENTRAL LOOKOUT AZ MK                    283 33 57.5
 BX2896:SPC LA S     -  CENTRAL LOOKOUT AZ MK                    284 07 46.9
 BX2896:UTM  15      -  CENTRAL LOOKOUT AZ MK                    283 17 57.1
 BX2896
 BX2896|---------------------------------------------------------------------|
 BX2896| PID    Reference Object                     Distance      Geod. Az  |
 BX2896|                                                           dddmmss.s |
 BX2896| CV8238 CENTRAL LOOKOUT AZ MK                              2831214.2 |
 BX2896|---------------------------------------------------------------------|
 BX2896
 BX2896                          SUPERSEDED SURVEY CONTROL
 BX2896
 BX2896  NAD 83(1986)-  31 01 41.08549(N)    093 11 05.14050(W) AD(       ) 2
 BX2896  NAD 27      -  31 01 40.40351(N)    093 11 04.56637(W) AD(       ) 2
 BX2896  NGVD 29 (07/19/86)  106.09   (m)          348.1    (f) LEVELING    3  
 BX2896
 BX2896.Superseded values are not recommended for survey control.
 BX2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2896.See file dsdata.txt to determine how the superseded data were derived.
 BX2896
 BX2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8236732728(NAD 83)
 BX2896_MARKER: DS = TRIANGULATION STATION DISK
 BX2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2896
 BX2896  HISTORY     - Date     Condition        Report By
 BX2896  HISTORY     - 1935     MONUMENTED       CGS
 BX2896  HISTORY     - 1941     GOOD             CGS
 BX2896  HISTORY     - 1943     GOOD             USE
 BX2896  HISTORY     - 1953     GOOD             CGS
 BX2896
 BX2896                          STATION DESCRIPTION
 BX2896
 BX2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BX2896'THIS STATION IS SET UNDER THE CENTER OF THE CENTRAL LOOKOUT
 BX2896'TOWER WHICH IS ABOUT 8 MILES SE OF LEESVILLE.  ABOUT 100
 BX2896'YARDS S OF AN E-W HIGHWAY.  ABOUT 0.3 MILE E OF STATE HIGHWAY
 BX2896'118.  69.5 FEET S OF THE S SIDE OF A SMALL HOUSE.  74 FEET
 BX2896'NE OF A WELL.  AND IS SET FLUSH.  THE MARK IS CENTERED UNDER
 BX2896'THE CENTER OF THE TOP OF THE VENTILATOR ON THE TOP OF THE
 BX2896'CAB OF THE LOOKOUT.  AND AT THE FOLLOWING DISTANCES FROM THE
 BX2896'LEGS OF THE TOWER.  15.22 FEET FROM THE NE LEG.  15.26 FEET
 BX2896'FROM THE SE LEG.  15.29 FEET FROM THE SW LEG.  AND 15.22 FEET
 BX2896'FROM THE NW LEG.
 BX2896'
 BX2896'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 BX2896'DISKS SET IN CONCRETE.
 BX2896'
 BX2896'THE AZIMUTH MARK IS WNW OF THE STATION, IN THE NE ANGLE OF
 BX2896'CROSSROADS.  30 FEET E OF HIGHWAY 118, 42 FEET N OF THE E-W
 BX2896'ROAD.  AND PROJECTS 4 INCHES.
 BX2896'
 BX2896'TO REACH FROM LEESVILLE, GO SE ON HIGHWAY 118 ABOUT 8 MILES
 BX2896'TO CROSSROADS (HIGHWAY 257 TO THE W) TURN E, GO 0.3 MILE
 BX2896'TO THE LOOKOUT AND THE STATION.
 BX2896
 BX2896                          STATION RECOVERY (1941)
 BX2896
 BX2896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RCO)
 BX2896'RECOVERED AS DESCRIBED.
 BX2896
 BX2896                          STATION RECOVERY (1943)
 BX2896
 BX2896'RECOVERY NOTE BY US ENGINEERS 1943
 BX2896'$
 BX2896'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2896'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.  THE REFERENCE
 BX2896'MARK WAS NOT VISITED.
 BX2896
 BX2896                          STATION RECOVERY (1953)
 BX2896
 BX2896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (MOL)
 BX2896'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE CENTRAL
 BX2896'LOOKOUT TOWER HOUSE HAS BEEN REMOVED FROM FOUNDATION.  THE
 BX2896'FOUNDATION IS STILL IN GOOD CONDITION.  THERE IS A 12-INCH
 BX2896'PINE TREE 45.4 FEET NE OF STATION.  AND A 14-INCH PINE TREE
 BX2896'71.2 FEET NW OF STATION.
 BX2896'
 BX2896'REFERENCE MARK COULD NOT BE LOCATED.
 BX2896'
 BX2896'AZIMUTH MARK CAN BE MADE VISIBLE FROM GROUND BY CUTTING LINE
 BX2896'BETWEEN THE STATIONS.  VISIBILITY IS GOOD FOR A SHORT DISTANCE
 BX2896'IN A NE DIRECTION FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4472 ***********************************************************************
 BJ4472  DESIGNATION -  CENTRAL TRANSC GAS PIPE MAST
 BJ4472  PID         -  BJ4472
 BJ4472  STATE/COUNTY-  LA/ST JAMES
 BJ4472  USGS QUAD   -  CONVENT (1994)
 BJ4472
 BJ4472                         *CURRENT SURVEY CONTROL
 BJ4472  ___________________________________________________________________
 BJ4472* NAD 83(1992)-  30 05 17.07190(N)    090 51 58.08357(W)     ADJUSTED  
 BJ4472* NAVD 88     -                                                        
 BJ4472  **This station is located in a subsidence area (see below).
 BJ4472  ___________________________________________________________________
 BJ4472  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BJ4472  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BJ4472
 BJ4472  HORZ ORDER  -  THIRD
 BJ4472
 BJ4472.The horizontal coordinates were established by classical geodetic methods
 BJ4472.and adjusted by the National Geodetic Survey in January 1993..
 BJ4472
 BJ4472 ** The orthometric height has not been validated since last determined
 BJ4472 ** by differential leveling and should not be used for control purposes.
 BJ4472 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4472 ** area with valid NAVD 88 orthometric heights.
 BJ4472 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4472 ** epoch indicated which incorporates improved geoid heights for the
 BJ4472 ** Southern Louisiana Subsidence area.
 BJ4472 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4472
 BJ4472.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4472
 BJ4472.The geoid height was determined by GEOID03.
 BJ4472
 BJ4472;                    North         East     Units Scale Factor Converg.
 BJ4472;SPC LA S     -   176,120.952 1,045,035.018   MT  0.99992690   +0 14 01.0
 BJ4472;SPC LA S     -   577,823.49  3,428,585.72   sFT  0.99992690   +0 14 01.0
 BJ4472;UTM  15      - 3,330,465.294   705,648.245   MT  1.00012179   +1 04 12.5
 BJ4472
 BJ4472                          SUPERSEDED SURVEY CONTROL
 BJ4472
 BJ4472  NAD 83(1986)-  30 05 17.08883(N)    090 51 58.08482(W) AD(       ) 4
 BJ4472  NAD 27      -  30 05 16.36935(N)    090 51 57.74112(W) AD(       ) 3
 BJ4472
 BJ4472.Superseded values are not recommended for survey control.
 BJ4472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4472.See file dsdata.txt to determine how the superseded data were derived.
 BJ4472
 BJ4472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0564830465(NAD 83)
 BJ4472
 BJ4472  HISTORY     - Date     Condition        Report By
 BJ4472  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4472
 BJ4472                          STATION DESCRIPTION
 BJ4472
 BJ4472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4472'2 MILES NORTHEAST OF CENTRAL, 1.6 MILE NORTH OF THE MISSISSIPPI RIVER
 BJ4472'AND 5.2 MILES NORTHWEST OF CONVENT.  IT IS OWNED BY THE
 BJ4472'TRANSCONTINENTAL GAS PIPELINE CORPORATION.
 BJ4472'
 BJ4472'IT IS A TRIANGULAR CROSS SECTION STEEL STRUCTURE, GUYED, PAINTED
 BJ4472'ALTERNATELY RED AND WHITE BY SECTION WITH NUMEROUS ANTENNAE
 BJ4472'ATTACHED.  THE OVERALL HEIGHT IS 340 FEET.
 BJ4472'
 BJ4472'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4481 ***********************************************************************
 BJ4481  DESIGNATION -  CENTRAL WATER TANK
 BJ4481  PID         -  BJ4481
 BJ4481  STATE/COUNTY-  LA/ST JAMES
 BJ4481  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4481
 BJ4481                         *CURRENT SURVEY CONTROL
 BJ4481  ___________________________________________________________________
 BJ4481* NAD 83(1992)-  30 04 22.48906(N)    090 53 42.53765(W)     ADJUSTED  
 BJ4481* NAVD 88     -                                                        
 BJ4481  **This station is located in a subsidence area (see below).
 BJ4481  ___________________________________________________________________
 BJ4481  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4481  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BJ4481
 BJ4481  HORZ ORDER  -  THIRD
 BJ4481
 BJ4481.The horizontal coordinates were established by classical geodetic methods
 BJ4481.and adjusted by the National Geodetic Survey in January 1993..
 BJ4481
 BJ4481 ** The orthometric height has not been validated since last determined
 BJ4481 ** by differential leveling and should not be used for control purposes.
 BJ4481 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4481 ** area with valid NAVD 88 orthometric heights.
 BJ4481 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4481 ** epoch indicated which incorporates improved geoid heights for the
 BJ4481 ** Southern Louisiana Subsidence area.
 BJ4481 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4481
 BJ4481.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4481
 BJ4481.The geoid height was determined by GEOID03.
 BJ4481
 BJ4481;                    North         East     Units Scale Factor Converg.
 BJ4481;SPC LA S     -   174,429.284 1,042,244.595   MT  0.99992653   +0 13 08.8
 BJ4481;SPC LA S     -   572,273.41  3,419,430.81   sFT  0.99992653   +0 13 08.8
 BJ4481;UTM  15      - 3,328,732.754   702,882.290   MT  1.00010785   +1 03 18.4
 BJ4481
 BJ4481                          SUPERSEDED SURVEY CONTROL
 BJ4481
 BJ4481  NAD 83(1986)-  30 04 22.50603(N)    090 53 42.53890(W) AD(       ) 4
 BJ4481  NAD 27      -  30 04 21.78496(N)    090 53 42.19209(W) AD(       ) 3
 BJ4481
 BJ4481.Superseded values are not recommended for survey control.
 BJ4481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4481.See file dsdata.txt to determine how the superseded data were derived.
 BJ4481
 BJ4481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0288228733(NAD 83)
 BJ4481_MARKER: 53 = ELEVATED TANK
 BJ4481
 BJ4481  HISTORY     - Date     Condition        Report By
 BJ4481  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4481
 BJ4481                          STATION DESCRIPTION
 BJ4481
 BJ4481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4481'2 MILES SOUTH-SOUTHEAST OF THE SUNSHINE BRIDGE, 0.7 MILE
 BJ4481'WEST-NORTHWEST OF CENTRAL AND 0.1 MILE NORTH OF THE MISSISSIPPI
 BJ4481'RIVER.
 BJ4481'
 BJ4481'IT IS A FOUR LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 BJ4481'PROPER PAINTED SILVER WITH LETTERING UNION CENTRAL AND HAS AN
 BJ4481'OVERALL HEIGHT OF 130 FEET.
 BJ4481'
 BJ4481'POINT INTERSECTED WAS THE BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3254 ***********************************************************************
 AU3254  DESIGNATION -  CHACABOULA
 AU3254  PID         -  AU3254
 AU3254  STATE/COUNTY-  LA/TERREBONNE
 AU3254  USGS QUAD   -  GIBSON (1980)
 AU3254
 AU3254                         *CURRENT SURVEY CONTROL
 AU3254  ___________________________________________________________________
 AU3254* NAD 83(1992)-  29 42 23.74088(N)    090 54 37.59246(W)     ADJUSTED  
 AU3254* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AU3254  **This station is located in a subsidence area (see below).
 AU3254  ___________________________________________________________________
 AU3254  X           -     -88,098.431 (meters)                     COMP
 AU3254  Y           -  -5,543,726.570 (meters)                     COMP
 AU3254  Z           -   3,142,154.282 (meters)                     COMP
 AU3254  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3254  ELLIP HEIGHT-         -22.91  (meters)          (02/21/02) GPS OBS
 AU3254  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3254
 AU3254  HORZ ORDER  -  FIRST
 AU3254  ELLP ORDER  -  FIFTH     CLASS I
 AU3254
 AU3254.The horizontal coordinates were established by GPS observations
 AU3254.and adjusted by the National Geodetic Survey in January 1993..
 AU3254
 AU3254 ** The orthometric height has not been validated since last determined
 AU3254 ** by differential leveling and should not be used for control purposes.
 AU3254 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3254 ** area with valid NAVD 88 orthometric heights.
 AU3254 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3254 ** epoch indicated which incorporates improved geoid heights for the
 AU3254 ** Southern Louisiana Subsidence area.
 AU3254 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3254.The orthometric height was determined by GPS observations and a
 AU3254.high-resolution geoid model.
 AU3254
 AU3254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3254
 AU3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3254
 AU3254.The ellipsoidal height was determined by GPS observations
 AU3254.and is referenced to NAD 83.
 AU3254
 AU3254.The geoid height was determined by GEOID03.
 AU3254
 AU3254;                    North         East     Units Scale Factor Converg.
 AU3254;SPC LA S     -   133,820.222 1,040,920.077   MT  0.99993885   +0 12 41.2
 AU3254;SPC LA S     -   439,041.85  3,415,085.29   sFT  0.99993885   +0 12 41.2
 AU3254;UTM  15      - 3,288,101.584   702,146.169   MT  1.00010421   +1 02 09.1
 AU3254
 AU3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3254!SPC LA S     -   1.00000360  x   0.99993885  =   0.99994245
 AU3254!UTM  15      -   1.00000360  x   1.00010421  =   1.00010781
 AU3254
 AU3254:                Primary Azimuth Mark                     Grid Az
 AU3254:SPC LA S     -  CHACAHOULA AZ MK                         229 29 13.2
 AU3254:UTM  15      -  CHACAHOULA AZ MK                         228 39 45.3
 AU3254
 AU3254|---------------------------------------------------------------------|
 AU3254| PID    Reference Object                     Distance      Geod. Az  |
 AU3254|                                                           dddmmss.s |
 AU3254| AH6516 CHACAHOULA AZ MK                    412.493 METERS 2294154.4 |
 AU3254|---------------------------------------------------------------------|
 AU3254
 AU3254                          SUPERSEDED SURVEY CONTROL
 AU3254
 AU3254  ELLIP H (01/21/93)  -22.90   (m)                       GP(       ) 4 2
 AU3254  NAD 83(1986)-  29 42 23.76096(N)    090 54 37.59179(W) AD(       ) 1
 AU3254  NGVD 29 (04/21/89)    2.87   (m)            9.4    (f) LEVELING    3  
 AU3254
 AU3254.Superseded values are not recommended for survey control.
 AU3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3254.See file dsdata.txt to determine how the superseded data were derived.
 AU3254
 AU3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0214688102(NAD 83)
 AU3254_MARKER: I = METAL ROD
 AU3254_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3254_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3254_STAMPING: CHACABOULA
 AU3254_MARK LOGO: LOCSUR
 AU3254_PROJECTION: FLUSH
 AU3254_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3254+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3254
 AU3254  HISTORY     - Date     Condition        Report By
 AU3254  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3254  HISTORY     - 19950103 GOOD             MPHI
 AU3254
 AU3254                          STATION DESCRIPTION
 AU3254
 AU3254'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3254'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF HOUMA, 8 MILES
 AU3254'SOUTHWEST OF THIBODAUX, AT CHACBOULA AND ALONG THE SOUTHERN PACIFIC
 AU3254'RAILROAD TRACKS AND ON RAILROAD PROPERTY.
 AU3254'
 AU3254'THE STATION IS AN STAINLESS STEEL ROD DRIVEN INTO THE GROUND ENCASED
 AU3254'BY A WHITE PVC PIPE AND SURROUNDED BY CONCRETE.  IT IS 85 FEET EAST OF
 AU3254'THE CENTERLINE OF LOUISIANA HIGHWAY 309 AND RAILROAD CROSSING, 25 FEET
 AU3254'SOUTHEAST OF THE CENTER OF THE RAILROAD TRACKS, 10.6 FEET NORTHWEST OF
 AU3254'AN ABANDONED TELEPHONE POLE AND ABOUT 2 FEET LOWER THAN THE TRACKS.
 AU3254'
 AU3254'TO REACH THE STATION FROM INTERSECTION OF LOUISIANA HIGHWAYS 20, 309
 AU3254'AND TERREBONNE PARISH HIGHWAY 19 AT WILSON KOUNTRY KORNER STORE, GO
 AU3254'NORTH ON HIGHWAY 309 FOR ABOUT 200 FEET TO RAILROAD TRACKS AND THE
 AU3254'STATION AS DESCRIBED.
 AU3254
 AU3254                          STATION RECOVERY (1995)
 AU3254
 AU3254'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3254'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3187 ***********************************************************************
 AU3187  DESIGNATION -  CHACAHOULA
 AU3187  PID         -  AU3187
 AU3187  STATE/COUNTY-  LA/TERREBONNE
 AU3187  USGS QUAD   -  GIBSON (1980)
 AU3187
 AU3187                         *CURRENT SURVEY CONTROL
 AU3187  ___________________________________________________________________
 AU3187* NAD 83(1992)-  29 42 22.74451(N)    090 54 35.82071(W)     ADJUSTED  
 AU3187* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 AU3187  **This station is located in a subsidence area (see below).
 AU3187  ___________________________________________________________________
 AU3187  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3187  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3187
 AU3187  HORZ ORDER  -  FIRST
 AU3187
 AU3187.The horizontal coordinates were established by classical geodetic methods
 AU3187.and adjusted by the National Geodetic Survey in January 1993..
 AU3187
 AU3187 ** The orthometric height has not been validated since last determined
 AU3187 ** by differential leveling and should not be used for control purposes.
 AU3187 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3187 ** area with valid NAVD 88 orthometric heights.
 AU3187 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3187 ** epoch indicated which incorporates improved geoid heights for the
 AU3187 ** Southern Louisiana Subsidence area.
 AU3187 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3187.The orthometric height was scaled from a topographic map.
 AU3187
 AU3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3187
 AU3187.The geoid height was determined by GEOID03.
 AU3187
 AU3187;                    North         East     Units Scale Factor Converg.
 AU3187;SPC LA S     -   133,789.721 1,040,967.812   MT  0.99993888   +0 12 42.1
 AU3187;SPC LA S     -   438,941.78  3,415,241.90   sFT  0.99993888   +0 12 42.1
 AU3187;UTM  15      - 3,288,071.767   702,194.346   MT  1.00010445   +1 02 09.9
 AU3187
 AU3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3187!SPC LA S     -   1.00000324  x   0.99993888  =   0.99994212
 AU3187!UTM  15      -   1.00000324  x   1.00010445  =   1.00010769
 AU3187
 AU3187:                Primary Azimuth Mark                     Grid Az
 AU3187:SPC LA S     -  SCHRIEVER SUGAR MILL METAL STK           064 14 35.0
 AU3187:UTM  15      -  SCHRIEVER SUGAR MILL METAL STK           063 25 07.2
 AU3187
 AU3187|---------------------------------------------------------------------|
 AU3187| PID    Reference Object                     Distance      Geod. Az  |
 AU3187|                                                           dddmmss.s |
 AU3187| AU3180 SCHRIEVER SUGAR MILL METAL STK      APPROX. 9.9 KM 0642717.1 |
 AU3187| DD6504 CHACAHOULA CATH CH CROSS                           1461315.1 |
 AU3187| AU0264 CHACAHOULA RM 1                      75.171 METERS 15205     |
 AU3187| AU0263 CHACAHOULA RM 2                     100.342 METERS 23112     |
 AU3187| AU3188 DONNER SAWMILL WATER TANK           APPROX. 5.7 KM 2494234.3 |
 AU3187|---------------------------------------------------------------------|
 AU3187
 AU3187                          SUPERSEDED SURVEY CONTROL
 AU3187
 AU3187  NAD 83(1986)-  29 42 22.76689(N)    090 54 35.82434(W) AD(       ) 1
 AU3187  NAD 27      -  29 42 22.01600(N)    090 54 35.48100(W) AD(       ) 1
 AU3187
 AU3187.Superseded values are not recommended for survey control.
 AU3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3187.See file dsdata.txt to determine how the superseded data were derived.
 AU3187
 AU3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0219488072(NAD 83)
 AU3187_MARKER: DS = TRIANGULATION STATION DISK
 AU3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3187
 AU3187  HISTORY     - Date     Condition        Report By
 AU3187  HISTORY     - 1931     MONUMENTED       CGS
 AU3187  HISTORY     - 1942     GOOD             LAGS
 AU3187  HISTORY     - 1948     GOOD             CGS
 AU3187  HISTORY     - 1955     MARK NOT FOUND   CGS
 AU3187  HISTORY     - 1963     MARK NOT FOUND   USGS
 AU3187
 AU3187                          STATION DESCRIPTION
 AU3187
 AU3187'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU3187'STATION IS ABOUT 8 MILES SW OF THIBODAUX IN THE VILLAGE OF
 AU3187'CHACAHOULA, AT JUNCTION OF HIGHWAYS 28 AND 79, ON A VACANT LOT
 AU3187'OWNED BY L.S. BOULDREAUX OF NEW ORLEANS, 230 FEET E OF CENTER
 AU3187'LINE OF ROUTE 28, 125 FEET S OF CENTER LINE OF THE SOUTHERN
 AU3187'PACIFIC TRACKS, 107 FEET N OF A LARGE LIVE OAK TREE, 167.5 FEET E
 AU3187'OF POST OFFICE, 290 FEET NW OF SCHOOL, 148 FEET E OF A GATE
 AU3187'AND 18.5 FEET S OF A WIRE FENCE.
 AU3187'
 AU3187'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU3187'DISKS SET IN CONCRETE.
 AU3187'
 AU3187'UPPER MARK PROJECTS 5 INCHES.
 AU3187'
 AU3187'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND IS ON SAME LOT AS
 AU3187'STATION, 43.4 FEET NW OF NW CORNER OF SCHOOL, 27 FEET S OF A
 AU3187'FENCE CORNER, 0.8 FOOT W OF SCHOOLYARD FENCE, AND 246.64 FEET
 AU3187'FROM STATION S 27 DEG 55 MIN E.
 AU3187'
 AU3187'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, AND IS 75 FEET SE OF
 AU3187'ROAD INTERSECTION REFERRED TO ABOVE, NEAR NE CORNER OF STORE
 AU3187'PORCH, 34 FEET S OF CENTER LINE OF ROUTE 79, 2 FEET W OF A FENCE
 AU3187'CORNER AND 329.26 FEET FROM STATION S 51 DEG 12 MIN W.
 AU3187'
 AU3187'BEARING FROM STATION OF CHACAHOULA CATHOLIC CHURCH CROSS, DISTANT
 AU3187'APPROXIMATELY 1/4 MILE, IS S 33 DEG 47 MIN E.
 AU3187
 AU3187                          STATION RECOVERY (1942)
 AU3187
 AU3187'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1942
 AU3187'UNABLE TO RECOVER.  PAVEMENT OF LOUISIANA HIGHWAY 28 WAS LAID
 AU3187'DIRECTLY OVER DESCRIBED LOCATION OF TRIANGULATION STATION.
 AU3187'PORCH OF STORE HAS BEEN EXTENDED OVER REFERENCE MARK.
 AU3187
 AU3187                          STATION RECOVERY (1948)
 AU3187
 AU3187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3187'STATION WAS NOT RECOVERED, BUT THE TWO REFERENCE MARKS WERE
 AU3187'RECOVERED IN GOOD CONDITION.
 AU3187'
 AU3187'REFERENCE MEASUREMENTS INDICATE THAT THE STATION IS BURIED
 AU3187'BELOW THE HIGHWAY GRADE.
 AU3187'
 AU3187'R.M. 1 WAS RECOVERED WITH THE DISK MUTILATED AND THE SCHOOLHOUSE
 AU3187'HAS BEEN REMOVED, BUT ITS FOUNDATION AND FENCES ARE STILL IN PLACE.
 AU3187'
 AU3187'R.M. 2 IS UNDER THE NE CORNER OF THE PORCH OF THE E.J. GUILLOT
 AU3187'GROCERY STORE.
 AU3187
 AU3187                          STATION RECOVERY (1955)
 AU3187
 AU3187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU3187'STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 AU3187'
 AU3187'REFERENCE MARK 1 IS 6.4 MI. SW ALONG THE TEXAS AND NEW ORLEANS
 AU3187'RAILROAD FROM THE STATION AT SCHRIEVER, THENCE 0.1 MI. SE
 AU3187'ALONG A GRAVELED ROAD, 400 FT. SE OF THE CENTER OF THE JUNCTION
 AU3187'OF STATE HIGHWAYS 28 AND 1036, AT CHACAHOULA, 154 FT. NE OF THE
 AU3187'CENTERLINE OF A GRAVELED ROAD, 11 FT. NW OF A TRIANGULAR-BLAZED
 AU3187'30-IN. OAK TREE, 1 FT. NW OF A FENCE, A REFERENCE-MARK DISK,
 AU3187'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE
 AU3187'GROUND, AND STAMPED CHACAHOULA NO 1 1931.  THE SCHOOLHOUSE
 AU3187'HAS BEEN TORN DOWN, AND THE MARK IS NOW IN HEAVY BRUSH.
 AU3187'
 AU3187'REFERENCE MARK 2 IS 0.1 MI. NW OF REFERENCE MARK 1, 278 FT.
 AU3187'SE OF THE SE RAIL OF THE MAIN TRACK OF THE TEXAS AND NEW ORLEANS
 AU3187'RAILROAD, 81 FT. SE OF THE CENTER OF THE JUNCTION OF STATE
 AU3187'HIGHWAY 28 AND A GRAVELED ROAD LEADING SE, 26 FT. SW OF THE
 AU3187'CENTERLINE OF A GRAVELED ROAD, 2 FT. NW OF THE SE CORNER OF THE
 AU3187'PORCH OF AN OLD HOUSE, A REFERENCE-MARK DISK, SET IN THE TOP
 AU3187'OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE GROUND, AND
 AU3187'STAMPED CHACAHOULA NO 2 1931.
 AU3187
 AU3187                          STATION RECOVERY (1963)
 AU3187
 AU3187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (LBR)
 AU3187'STATION HAS EVIDENTLY BEEN DESTROYED BY ROAD CONSTRUCTION.
 AU3187'R.M. 2 OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6516 ***********************************************************************
 AH6516  DESIGNATION -  CHACAHOULA AZ MK
 AH6516  PID         -  AH6516
 AH6516  STATE/COUNTY-  LA/TERREBONNE
 AH6516  USGS QUAD   -  GIBSON (1980)
 AH6516
 AH6516                         *CURRENT SURVEY CONTROL
 AH6516  ___________________________________________________________________
 AH6516* NAD 83(1992)-  29 42 15.07571(N)    090 54 49.29550(W)     ADJUSTED  
 AH6516* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6516  **This station is located in a subsidence area (see below).
 AH6516  ___________________________________________________________________
 AH6516  X           -     -88,415.057 (meters)                     COMP
 AH6516  Y           -  -5,543,852.397 (meters)                     COMP
 AH6516  Z           -   3,141,921.759 (meters)                     COMP
 AH6516  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6516  ELLIP HEIGHT-         -24.48  (meters)          (02/21/02) GPS OBS
 AH6516  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AH6516
 AH6516  HORZ ORDER  -  FIRST
 AH6516  ELLP ORDER  -  FIFTH     CLASS I
 AH6516
 AH6516.The horizontal coordinates were established by GPS observations
 AH6516.and adjusted by the National Geodetic Survey in December 1998..
 AH6516
 AH6516 ** The orthometric height has not been validated since last determined
 AH6516 ** by differential leveling and should not be used for control purposes.
 AH6516 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6516 ** area with valid NAVD 88 orthometric heights.
 AH6516 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6516 ** epoch indicated which incorporates improved geoid heights for the
 AH6516 ** Southern Louisiana Subsidence area.
 AH6516 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6516.The orthometric height was determined by GPS observations and a
 AH6516.high-resolution geoid model.
 AH6516
 AH6516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6516
 AH6516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6516
 AH6516.The ellipsoidal height was determined by GPS observations
 AH6516.and is referenced to NAD 83.
 AH6516
 AH6516.The geoid height was determined by GEOID03.
 AH6516
 AH6516;                    North         East     Units Scale Factor Converg.
 AH6516;SPC LA S     -   133,552.275 1,040,606.495   MT  0.99993907   +0 12 35.4
 AH6516;SPC LA S     -   438,162.76  3,414,056.48   sFT  0.99993907   +0 12 35.4
 AH6516;UTM  15      - 3,287,829.107   701,836.424   MT  1.00010267   +1 02 03.0
 AH6516
 AH6516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6516!SPC LA S     -   1.00000384  x   0.99993907  =   0.99994291
 AH6516!UTM  15      -   1.00000384  x   1.00010267  =   1.00010652
 AH6516
 AH6516:                Primary Azimuth Mark                     Grid Az
 AH6516:SPC LA S     -  CHACABOULA                               049 29 13.2
 AH6516:UTM  15      -  CHACABOULA                               048 39 45.6
 AH6516
 AH6516|---------------------------------------------------------------------|
 AH6516| PID    Reference Object                     Distance      Geod. Az  |
 AH6516|                                                           dddmmss.s |
 AH6516| AU3254 CHACABOULA                          412.493 METERS 0494148.6 |
 AH6516|---------------------------------------------------------------------|
 AH6516
 AH6516                          SUPERSEDED SURVEY CONTROL
 AH6516
 AH6516  ELLIP H (12/17/98)  -24.48   (m)                       GP(       ) 4 2
 AH6516
 AH6516.Superseded values are not recommended for survey control.
 AH6516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6516.See file dsdata.txt to determine how the superseded data were derived.
 AH6516
 AH6516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0183687829(NAD 83)
 AH6516_MARKER: DD = SURVEY DISK
 AH6516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6516_STAMPING: CHACAHOULA AZ MK 1993
 AH6516_MARK LOGO: TPCG  
 AH6516_PROJECTION: FLUSH
 AH6516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6516+STABILITY: SURFACE MOTION
 AH6516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6516+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6516
 AH6516  HISTORY     - Date     Condition        Report By
 AH6516  HISTORY     - 1993     MONUMENTED       GSENG
 AH6516
 AH6516                          STATION DESCRIPTION
 AH6516
 AH6516'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6516'MONUMENT IS LOCATED NORTHWEST OF THE CITY OF HOUMA JUST SOUTH OF THE
 AH6516'LA. HIGHWAY 20 RIGHT-OF-WAY (TOWNSHIP 16 SOUTH RANGE 15 EAST SECTION
 AH6516'11).  MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.2
 AH6516'INCHES BELOW THE LEVEL OF THE GROUND. MONUMENT IS ABOUT 1100 FT (335.3
 AH6516'M) WEST OF THE INTERSECTION OF BULL RUN ROAD AND LA. HIGHWAY 20, 69.05
 AH6516'FT (21.05 M) SOUTH OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY
 AH6516'20, 40.52 FT (12.35 M) SOUTHEAST OF A NAIL/SHINER IN A LIGHT POLE,
 AH6516'41.3 FT (12.6 M) SOUTHWEST OF A FIRE HYDRANT, 18.6 FT (5.7 M) WEST OF
 AH6516'THE NORTHWEST CORNER OF A MOTEL ROOM (APARTMENT) AT 1531 HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3192 ***********************************************************************
 AU3192  DESIGNATION -  CHACKBAY
 AU3192  PID         -  AU3192
 AU3192  STATE/COUNTY-  LA/LAFOURCHE
 AU3192  USGS QUAD   -  LAGAN (1989)
 AU3192
 AU3192                         *CURRENT SURVEY CONTROL
 AU3192  ___________________________________________________________________
 AU3192* NAD 83(1992)-  29 52 40.25697(N)    090 48 24.68732(W)     ADJUSTED  
 AU3192* NAVD 88     -         1.2  **(meters)       4.   **(feet)  VERTCON   
 AU3192  **This station is located in a subsidence area (see below).
 AU3192  ___________________________________________________________________
 AU3192  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AU3192  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU3192
 AU3192  HORZ ORDER  -  FIRST
 AU3192
 AU3192.The horizontal coordinates were established by classical geodetic methods
 AU3192.and adjusted by the National Geodetic Survey in January 1993..
 AU3192
 AU3192 ** The orthometric height has not been validated since last determined
 AU3192 ** by differential leveling and should not be used for control purposes.
 AU3192 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3192 ** area with valid NAVD 88 orthometric heights.
 AU3192 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3192 ** epoch indicated which incorporates improved geoid heights for the
 AU3192 ** Southern Louisiana Subsidence area.
 AU3192 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3192
 AU3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3192
 AU3192.The geoid height was determined by GEOID03.
 AU3192
 AU3192;                    North         East     Units Scale Factor Converg.
 AU3192;SPC LA S     -   152,843.643 1,050,855.943   MT  0.99992804   +0 15 47.7
 AU3192;SPC LA S     -   501,454.52  3,447,683.21   sFT  0.99992804   +0 15 47.7
 AU3192;UTM  15      - 3,307,270.187   711,808.322   MT  1.00015355   +1 05 34.5
 AU3192
 AU3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3192!SPC LA S     -   1.00000389  x   0.99992804  =   0.99993193
 AU3192!UTM  15      -   1.00000389  x   1.00015355  =   1.00015744
 AU3192
 AU3192:                Primary Azimuth Mark                     Grid Az
 AU3192:SPC LA S     -  LOWER VACHERIE WATER TANK                054 56 48.3
 AU3192:UTM  15      -  LOWER VACHERIE WATER TANK                054 07 01.5
 AU3192
 AU3192|---------------------------------------------------------------------|
 AU3192| PID    Reference Object                     Distance      Geod. Az  |
 AU3192|                                                           dddmmss.s |
 AU3192| AU3120 LOWER VACHERIE WATER TANK           APPROX.12.0 KM 0551236.0 |
 AU3192| AU3117 SOUTH VACHERIE WATER TANK           APPROX.13.9 KM 0605227.9 |
 AU3192| AU3202 CHACKBAY WATER TANK                 392.421 METERS 14115     |
 AU3192| AU3201 THIBODAUX E WATER TANK              APPROX. 9.2 KM 1735239.0 |
 AU3192| AU3206 THIBODAUX J L ENGRING CO MAST       APPROX. 8.0 KM 1884740.2 |
 AU3192| AU3209 THIBODAUX W WATER TANK              APPROX. 9.1 KM 1992706.7 |
 AU3192| DD6505 CHACKBAY RM 1                        45.376 METERS 20005     |
 AU3192| AU3212 THIBODAUX SOUTHDOWN STACK           APPROX. 8.3 KM 2213712.5 |
 AU3192| AU3226 LAUREL GROVE CALDWELL STACK         APPROX. 8.9 KM 2300549.4 |
 AU3192| AU3228 SUPREME WATER TANK                  APPROX.17.4 KM 2673758.0 |
 AU3192| AU3232 ROBICHAUX RM 3                      APPROX.12.4 KM 2700138.9 |
 AU3192| DD6506 CHACKBAY RM 2                        31.611 METERS 34841     |
 AU3192|---------------------------------------------------------------------|
 AU3192
 AU3192                          SUPERSEDED SURVEY CONTROL
 AU3192
 AU3192  NAD 83(1986)-  29 52 40.27608(N)    090 48 24.68888(W) AD(       ) 1
 AU3192  NAD 27      -  29 52 39.53482(N)    090 48 24.35429(W) AD(       ) 1
 AU3192  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 AU3192
 AU3192.Superseded values are not recommended for survey control.
 AU3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3192.See file dsdata.txt to determine how the superseded data were derived.
 AU3192
 AU3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1180807270(NAD 83)
 AU3192_MARKER: DS = TRIANGULATION STATION DISK
 AU3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3192_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3192
 AU3192  HISTORY     - Date     Condition        Report By
 AU3192  HISTORY     - 1973     MONUMENTED       NGS
 AU3192
 AU3192                          STATION DESCRIPTION
 AU3192
 AU3192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3192'MEASUREMENTS WERE MADE WITH A 300 FOOT TAPE HOLDING 10 KGS. TENSION.
 AU3192'
 AU3192'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 AU3192'
 AU3192'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF VACHERIE, 6 MILES
 AU3192'NORTH OF THIBODAUX AND ON LAND OWNED BY THE LAFOURCHE PARISH SCHOOL
 AU3192'BOARD.  PERMISSION WAS GRANTED BY MR. W.L. AUTHEMENT,
 AU3192'SUPERINTENDENT OF SCHOOL BOARD, P.O. BOX 879, THIBODAUX, LOUISIANA.
 AU3192'TELEPHONE NUMBER 446-5631.
 AU3192'
 AU3192'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND 304 IN
 AU3192'CHACKBAY, GO WESTERLY ON STATE HIGHWAY 304 FOR 0.2 MILE TO A SIDE
 AU3192'ROAD LEFT AT THE WEST SIDE OF THE CHACKBAY SCHOOL BUILDING.  TURN
 AU3192'LEFT AND GO SOUTHERLY ON A PAVED ROAD FOR 0.1 MILE TO A GATE ON THE
 AU3192'LEFT.  TURN LEFT, PASSING THROUGH GATE, AND GO SOUTHEASTERLY FOR 0.15
 AU3192'MILE TO THE SOUTHEAST CORNER OF THE SCHOOL YARD AND THE STATION.
 AU3192'
 AU3192'STATION MARK, A STANDARD DISK STAMPED CHACKBAY 1972, IS SET IN THE
 AU3192'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AU3192'GROUND SURFACE.  IT IS 95 FEET WEST OF THE CORNER OF A CHAIN
 AU3192'FENCE, 83 FEET NORTH-NORTHWEST OF THE CHAIN FENCE AND 48 FEET
 AU3192'SOUTHWEST OF THE CHAIN FENCE.  NO UNDERGROUND MARK WAS ESTABLISHED.
 AU3192'
 AU3192'REFERENCE MARK 1, A STANDARD DISK STAMPED CHACKBAY NO 1 1972, IS SET
 AU3192'IN THE TOP OF A 12-INCH CYLIDNRICAL CONCRETE MONUMENT THAT IS 2
 AU3192'INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET SOUTHWEST OF A GATE
 AU3192'AND 1.4 FEET NORTHWEST OF THE CHAIN FENCE.
 AU3192'
 AU3192'REFERENCE MARK 2, A STANDARD DISK STAMPED CHACKBAY NO 2 1972, IS SET
 AU3192'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU3192'WITH THE GROUND SURFACE.  IT IS 2.5 FEET SOUTHWEST OF THE CHAIN
 AU3192'FENCE.
 AU3192'
 AU3192'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3202 ***********************************************************************
 AU3202  DESIGNATION -  CHACKBAY WATER TANK
 AU3202  PID         -  AU3202
 AU3202  STATE/COUNTY-  LA/LAFOURCHE
 AU3202  USGS QUAD   -  THIBODAUX (1983)
 AU3202
 AU3202                         *CURRENT SURVEY CONTROL
 AU3202  ___________________________________________________________________
 AU3202* NAD 83(1992)-  29 52 30.31677(N)    090 48 15.53565(W)     ADJUSTED  
 AU3202* NAVD 88     -                                                        
 AU3202  **This station is located in a subsidence area (see below).
 AU3202  ___________________________________________________________________
 AU3202  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AU3202  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU3202
 AU3202  HORZ ORDER  -  THIRD
 AU3202
 AU3202.The horizontal coordinates were established by classical geodetic methods
 AU3202.and adjusted by the National Geodetic Survey in January 1993..
 AU3202
 AU3202 ** The orthometric height has not been validated since last determined
 AU3202 ** by differential leveling and should not be used for control purposes.
 AU3202 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3202 ** area with valid NAVD 88 orthometric heights.
 AU3202 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3202 ** epoch indicated which incorporates improved geoid heights for the
 AU3202 ** Southern Louisiana Subsidence area.
 AU3202 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3202
 AU3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3202
 AU3202.The geoid height was determined by GEOID03.
 AU3202
 AU3202;                    North         East     Units Scale Factor Converg.
 AU3202;SPC LA S     -   152,538.723 1,051,102.916   MT  0.99992814   +0 15 52.3
 AU3202;SPC LA S     -   500,454.13  3,448,493.48   sFT  0.99992814   +0 15 52.3
 AU3202;UTM  15      - 3,306,968.806   712,059.742   MT  1.00015486   +1 05 38.8
 AU3202
 AU3202                          SUPERSEDED SURVEY CONTROL
 AU3202
 AU3202  NAD 83(1986)-  29 52 30.33594(N)    090 48 15.53739(W) AD(       ) 4
 AU3202  NAD 27      -  29 52 29.59439(N)    090 48 15.20278(W) AD(       ) 3
 AU3202
 AU3202.Superseded values are not recommended for survey control.
 AU3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3202.See file dsdata.txt to determine how the superseded data were derived.
 AU3202
 AU3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1206006969(NAD 83)
 AU3202_MARKER: 53 = ELEVATED TANK
 AU3202
 AU3202  HISTORY     - Date     Condition        Report By
 AU3202  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3202
 AU3202                          STATION DESCRIPTION
 AU3202
 AU3202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3202'THE CHACKBAY, WATER TANK IS LOCATED IN THE SOUTH EDGE OF CHACKBAY
 AU3202'ON STATE HIGHWAY 20 AND IS OWNED BY THE LAFOURCHE PARISH WATER
 AU3202'DISTRICT NO. 1.
 AU3202'
 AU3202'IT IS A FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER
 AU3202'WITH BLACK LETTERING CHACKBAY LAFOURCHE PARISH WATER DISTRICT NO. 1
 AU3202'AND HAS AN OVERALL HEIGHT OF 140 FEET.
 AU3202'
 AU3202'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1139 ***********************************************************************
 AT1139  DESIGNATION -  CHALAND
 AT1139  PID         -  AT1139
 AT1139  STATE/COUNTY-  LA/PLAQUEMINES
 AT1139  USGS QUAD   -  BASTIAN BAY (1993)
 AT1139
 AT1139                         *CURRENT SURVEY CONTROL
 AT1139  ___________________________________________________________________
 AT1139* NAD 83(1992)-  29 18 39.89559(N)    089 44 16.25189(W)     ADJUSTED  
 AT1139* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 AT1139  **This station is located in a subsidence area (see below).
 AT1139  ___________________________________________________________________
 AT1139  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AT1139  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AT1139
 AT1139  HORZ ORDER  -  SECOND
 AT1139
 AT1139.The horizontal coordinates were established by classical geodetic methods
 AT1139.and adjusted by the National Geodetic Survey in January 1993..
 AT1139
 AT1139 ** The orthometric height has not been validated since last determined
 AT1139 ** by differential leveling and should not be used for control purposes.
 AT1139 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1139 ** area with valid NAVD 88 orthometric heights.
 AT1139 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1139 ** epoch indicated which incorporates improved geoid heights for the
 AT1139 ** Southern Louisiana Subsidence area.
 AT1139 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1139
 AT1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1139
 AT1139.The geoid height was determined by GEOID03.
 AT1139
 AT1139;                    North         East     Units Scale Factor Converg.
 AT1139;SPC LA S     -    90,985.019 1,154,989.242   MT  0.99999767   +0 47 51.9
 AT1139;SPC LA S     -   298,506.68  3,789,327.20   sFT  0.99999767   +0 47 51.9
 AT1139;UTM  16      - 3,245,563.445   234,083.102   MT  1.00047263   -1 20 28.0
 AT1139
 AT1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1139!SPC LA S     -   1.00000362  x   0.99999767  =   1.00000129
 AT1139!UTM  16      -   1.00000362  x   1.00047263  =   1.00047626
 AT1139
 AT1139:                Primary Azimuth Mark                     Grid Az
 AT1139:SPC LA S     -  PORT SULPHUR FREEPORT CO TANK            013 54 48.7
 AT1139:UTM  16      -  PORT SULPHUR FREEPORT CO TANK            016 03 08.6
 AT1139
 AT1139|---------------------------------------------------------------------|
 AT1139| PID    Reference Object                     Distance      Geod. Az  |
 AT1139|                                                           dddmmss.s |
 AT1139| AT1156 PORT SULPHUR FREEPORT CO TANK       APPROX.18.4 KM 0144240.6 |
 AT1139| DD6508 CHALAND RM 1                         13.695 METERS 03817     |
 AT1139| AT1146 CHALAND 1966 RM 3                    16.803 METERS 09746     |
 AT1139| DD6507 CHALAND AZ MK                                      1253139.2 |
 AT1139| AT1145 CHALAND 1966 RM 2                    11.584 METERS 17323     |
 AT1139|---------------------------------------------------------------------|
 AT1139
 AT1139                          SUPERSEDED SURVEY CONTROL
 AT1139
 AT1139  NAD 83(1986)-  29 18 39.90594(N)    089 44 16.26071(W) AD(       ) 2
 AT1139  NAD 27      -  29 18 39.10550(N)    089 44 16.02284(W) AD(       ) 2
 AT1139  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 AT1139
 AT1139.Superseded values are not recommended for survey control.
 AT1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1139.See file dsdata.txt to determine how the superseded data were derived.
 AT1139
 AT1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3408345563(NAD 83)
 AT1139_MARKER: DS = TRIANGULATION STATION DISK
 AT1139_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1139+WITH SETTING: INFORMATION.
 AT1139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1139
 AT1139  HISTORY     - Date     Condition        Report By
 AT1139  HISTORY     - 1966     MONUMENTED       CGS
 AT1139  HISTORY     - 1979     GOOD             NGS
 AT1139
 AT1139                          STATION DESCRIPTION
 AT1139
 AT1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1139'DISTANCE BETWEEN R.M. 1 AND 2 IS 76.62 FEET OR 23.354 METERS.
 AT1139'
 AT1139'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTH-SOUTHWEST OF PORT
 AT1139'SULPHUR, 9-1/2
 AT1139'MILES SOUTHWEST OF EMPIRE, 5 MILES WEST OF BASTIAN
 AT1139'BAY, 1/2 MILE EAST OF CHALAND
 AT1139'PASS AND 1/2 MILE WEST OF WEST END
 AT1139'OF BAY JOE WISE.
 AT1139'
 AT1139'STATION MARK, A STANDARD DISK STAMPED CHALAND 1966, IS CRIMPED TO
 AT1139'THE TOP OF A 5/8
 AT1139'INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1139'ENCASED IN A 4 INCH ORANGEBURG SOIL
 AT1139'PIPE.  THE MARK IS 56 FEET SOUTHEAST
 AT1139'OF EAST END OF A SMALL DAM, 46 FEET EAST OF EAST BANK
 AT1139'OF CANAL
 AT1139'AND 1.5 FEET EAST OF WITNESS POST.  THE MARK PROJECTS 2 FEET ABOVE
 AT1139'GROUND.
 AT1139'
 AT1139'REFERENCE MARK 1, A STANDARD DISK STAMPED CHALAND NO 1 1966, IS
 AT1139'CRIMPED TO THE TOP
 AT1139'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 AT1139'WHICH IS ENCASED IN A 4 INCH
 AT1139'ORANGEBURG SOIL PIPE.  THE MARK IS 65 FEET
 AT1139'EAST OF THE EAST END OF DAM, 1.5 FEET SOUTHEAST
 AT1139'OF WITNESS POST AND
 AT1139'THE MARK PROJECTS 2 FEET ABOVE THE GROUND.
 AT1139'
 AT1139'REFERENCE MARK 2, A STANDARD DISK STAMPED CHALAND NO 2 1966, IS
 AT1139'CRIMPED TO THE TOP
 AT1139'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 AT1139'WHICH IS ENCASED IN A 4 INCH
 AT1139'ORANGEBURG SOIL PIPE.  THE MARK IS 87
 AT1139'FEET SOUTHEAST OF EAST END OF DAM, 48 FEET EAST
 AT1139'OF EAST BANK OF CANAL,
 AT1139'1 FOOT NORTHEAST OF WITNESS POST AND THE MARK PROJECTS 2 FEET.
 AT1139'
 AT1139'AZIMUTH MARK, A STANDARD DISK STAMPED CHALAND 1966, IS CRIMPED
 AT1139'TO THE TOP OF A
 AT1139'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH
 AT1139'IS ENCASED IN A 4 INCH ORANGEBURG
 AT1139'SOIL PIPE.  THE MARK IS 150 FEET
 AT1139'SOUTH OF SOUTH EDGE OF LAGOON, 150 FEET NORTH OF
 AT1139'NORTH EDGE OF INLE
 AT1139'AND 1.6 FEET NORTHWEST OF WITNESS POST.  THE MARK PROJECTS 2 FEET.
 AT1139'
 AT1139'NOTICE- STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1139'OBSERVING UNIT
 AT1139'REACHED STATION BY HELICOPTER FROM EMPIRE.
 AT1139'
 AT1139'HEIGHT OF LIGHT ABOVE STATION MARK - 2.35 METERS.
 AT1139
 AT1139                          STATION RECOVERY (1979)
 AT1139
 AT1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1139'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 AT1139'REFERENCE MARK 3 ESTABLISHED TO ASSIST IN INERTIAL SURVEY.
 AT1139'DIFFERENCES OF 15 MINUTES AND 48.72 SECONDS LARGER IN THE ANGLE
 AT1139'BETWEEN REFERENCE MARKS 1 AND 2, 0.024 METER LONGER IN DISTANCE
 AT1139'TO REFERENCE MARK 1 AND 0.003 METER SHORTER IN DISTANCE TO
 AT1139'REFERENCE MARK 2 WERE NOTED AND VERIFIED AT THIS TIME.
 AT1139'
 AT1139'THE STATION IS LOCATED 11 MILES SOUTH-SOUTHWEST OF SULPHER,
 AT1139'9 MILES SOUTHWEST OF EMPIRE, 5 MILES WEST OF BASTIAN BAY,
 AT1139'1/2 MILE EAST OF CHALAND PASS AND 1/2 MILE WEST OF END OF BAY JOE
 AT1139'WISE.
 AT1139'
 AT1139'DISTANCES MEASURED AT THIS TIME WERE 44.93 FEET OR 13.695 METERS
 AT1139'TO REFERENCE MARK 1, 38.00 FEET OR 11.582 METERS TO REFERENCE
 AT1139'MARK 2, AND 55.13 FEET OR 16.803 METERS TO REFERENCE MARK 3.
 AT1139'ANGLE BETWEEN REFERENCE MARKS 3 AND 2 WAS 75 DEGREES 37 MINUTES
 AT1139'33.79 SECONDS AND BETWEEN REFERENCE MARKS 3 AND 1 WAS 300 DEGREES
 AT1139'47 MINUTES AND 24.42 SECONDS.
 AT1139'
 AT1139'THE STATION WAS REACHED
 AT1139'BY HELICOPTER.
 AT1139'
 AT1139'THE STATION IS A STANDARD CGS DISK
 AT1139'STAMPED---CHALAND 1966---,
 AT1139'CRIMPED TO THE TOP OF A STEEL ROD PROJECTING 60 CM
 AT1139'ABOVE THE GROUND AND ENCASED BY A 4-INCH BLACK PVC
 AT1139'PIPE.
 AT1139'IT IS LOCATED
 AT1139'10 FEET EAST FROM LEVEE BANK OF CANAL, GROWN UP WITH TREES AND
 AT1139'BRUSH.
 AT1139'
 AT1139'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AT1139'STAMPED---CHALAND NO 1 1966---,
 AT1139'CRIMPED TO THE TOP OF A ROD DRIVEN INTO THE
 AT1139'GROUND, PROJECTING 60 CM ABOVE THE GROUND, AND
 AT1139'ENCASED BY A 4-INCH BLACK PVC PIPE.
 AT1139'IT IS LOCATED
 AT1139'12 FEET EAST FROM THE EDGE OF THE LEVEE.
 AT1139'MARK IS LEVEL WITH STATION.
 AT1139'
 AT1139'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AT1139'STAMPED---CHALAND NO 2 1966---,
 AT1139'CRIMPED TO THE TOP OF A STEEL
 AT1139'ROD DRIVEN INTO THE GROUND, PROJECTING 60 CM ABOVE
 AT1139'THE GROUND, AND ENCASED BY A 4-INCH BLACK PVC PIPE.
 AT1139'IT IS LOCATED
 AT1139'20 FEET EAST FROM THE EDGE OF THE LEVEE.
 AT1139'MARK IS LEVEL WITH STATION.
 AT1139'
 AT1139'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AT1139'STAMPED---CHALAND 1966 NO 3 1979---,
 AT1139'CRIMPED TO THE TOP OF A STAINLESS
 AT1139'STEEL ROD DRIVEN INTO THE GROUND 15 FEET, PROJECTING
 AT1139'60 CM ABOVE THE GROUND, AND ENCASED BY A 5-INCH WHITE
 AT1139'PVC PIPE.
 AT1139'IT IS LOCATED
 AT1139'60 FEET SOUTHEAST FROM THE CANAL.
 AT1139'MARK IS LEVEL WITH STATION.
 AT1139'
 AT1139'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
 AT1139'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREE AND BRUSH
 AT1139'ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1368 ***********************************************************************
 AT1368  DESIGNATION -  CHALMETTE 2
 AT1368  PID         -  AT1368
 AT1368  STATE/COUNTY-  LA/ST BERNARD
 AT1368  USGS QUAD   -  CHALMETTE (1994)
 AT1368
 AT1368                         *CURRENT SURVEY CONTROL
 AT1368  ___________________________________________________________________
 AT1368* NAD 83(1992)-  29 56 32.37076(N)    089 59 40.07467(W)     ADJUSTED  
 AT1368* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT1368  **This station is located in a subsidence area (see below).
 AT1368  ___________________________________________________________________
 AT1368  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1368  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AT1368
 AT1368  HORZ ORDER  -  FIRST
 AT1368
 AT1368.The horizontal coordinates were established by classical geodetic methods
 AT1368.and adjusted by the National Geodetic Survey in January 1993..
 AT1368
 AT1368 ** The orthometric height has not been validated since last determined
 AT1368 ** by differential leveling and should not be used for control purposes.
 AT1368 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1368 ** area with valid NAVD 88 orthometric heights.
 AT1368 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1368 ** epoch indicated which incorporates improved geoid heights for the
 AT1368 ** Southern Louisiana Subsidence area.
 AT1368 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1368.The orthometric height was scaled from a topographic map.
 AT1368
 AT1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1368
 AT1368.The geoid height was determined by GEOID03.
 AT1368
 AT1368;                    North         East     Units Scale Factor Converg.
 AT1368;SPC LA S     -   160,628.587 1,129,244.569   MT  0.99992626   +0 40 10.0
 AT1368;SPC LA S     -   526,995.62  3,704,863.22   sFT  0.99992626   +0 40 10.0
 AT1368;UTM  16      - 3,316,166.710   210,957.409   MT  1.00063091   -1 29 44.4
 AT1368;UTM  15      - 3,316,194.673   790,111.588   MT  1.00063855   +1 30 04.3
 AT1368
 AT1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1368!SPC LA S     -   1.00000378  x   0.99992626  =   0.99993004
 AT1368!UTM  16      -   1.00000378  x   1.00063091  =   1.00063470
 AT1368!UTM  15      -   1.00000378  x   1.00063855  =   1.00064234
 AT1368
 AT1368:                Primary Azimuth Mark                     Grid Az
 AT1368:SPC LA S     -  CHALMETTE 2 AZ MK                        026 03 51.0
 AT1368:UTM  16      -  CHALMETTE 2 AZ MK                        028 13 45.4
 AT1368:UTM  15      -  CHALMETTE 2 AZ MK                        025 13 56.7
 AT1368
 AT1368|---------------------------------------------------------------------|
 AT1368| PID    Reference Object                     Distance      Geod. Az  |
 AT1368|                                                           dddmmss.s |
 AT1368| DD6509 CHALMETTE 2 AZ MK                                  0264401.0 |
 AT1368| DD6510 CHALMETTE 2 RM 1                     26.088 METERS 06529     |
 AT1368| AT1374 CHALMETTE MONUMENT SW COR 1931       30.313 METERS 06648     |
 AT1368| AT1363 CHALMETTE MONUMENT                   34.937 METERS 06734     |
 AT1368| AT1346 WOOD PULP MILL TALL WHITE STK       APPROX. 9.9 KM 1502506.2 |
 AT1368| AT1345 WOOD PULP MILL BLACK WATER TK       APPROX. 9.9 KM 1504408.4 |
 AT1368| AT1343 SEATRAIN CRANE TOP HOR MEMBER       APPROX.11.5 KM 1801913.1 |
 AT1368| AU2711 GRETNA RAD STA WDSU S TWR           APPROX. 7.0 KM 2332405.3 |
 AT1368| AU2710 GRETNA RAD STA WDSU N TWR           APPROX. 6.9 KM 2340204.5 |
 AT1368| AU2722 NEW ORLEANS MAISON BLAN S TWR       APPROX. 7.5 KM 2803208.9 |
 AT1368| AU2721 NEW ORLEANS MAISON BLAN N TWR       APPROX. 7.5 KM 2810302.5 |
 AT1368| DD6511 CHALMETTE 2 RM 2                                   3541510.6 |
 AT1368|---------------------------------------------------------------------|
 AT1368
 AT1368                          SUPERSEDED SURVEY CONTROL
 AT1368
 AT1368  NAD 83(1986)-  29 56 32.38515(N)    089 59 40.07418(W) AD(       ) 1
 AT1368  NAD 27      -  29 56 31.65173(N)    089 59 39.82512(W) AD(       ) 1
 AT1368
 AT1368.Superseded values are not recommended for survey control.
 AT1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1368.See file dsdata.txt to determine how the superseded data were derived.
 AT1368
 AT1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1095716167(NAD 83)
 AT1368_MARKER: DS = TRIANGULATION STATION DISK
 AT1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1368_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1368+STABILITY: SURFACE MOTION
 AT1368
 AT1368  HISTORY     - Date     Condition        Report By
 AT1368  HISTORY     - 1931     MONUMENTED       CGS
 AT1368  HISTORY     - 1934     GOOD             CGS
 AT1368  HISTORY     - 1951     MARK NOT FOUND   CGS
 AT1368  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT1368
 AT1368                          STATION DESCRIPTION
 AT1368
 AT1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1368'ABOUT 6 MILES E OF DOWNTOWN NEW ORLEANS, ON THE LEFT BANK OF THE
 AT1368'MISSISSIPPI RIVER, ON THE
 AT1368'CHALMETTE MONUMENT RESERVATION BELONGING TO
 AT1368'THE WAR DEPARTMENT, AND ABOUT 6
 AT1368'METERS (20 FEET) SW OF THE OUTER
 AT1368'CURB OF THE CIRCULAR DRIVE AROUND THE MONUMENT.
 AT1368'
 AT1368'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 AT1368'CONCRETE,
 AT1368'THE SURFACE DISK IS
 AT1368'INSCRIBED CHALMETTE ECCENTRIC
 AT1368'AND PROTRUDES ABOUT 6 INCHES ABOVE
 AT1368'THE SURFACE OF THE GROUND.
 AT1368'
 AT1368'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK, IS SET IN THE
 AT1368'BOTTOM MARBLE STEP
 AT1368'AT THE SW CORNER OF THE MONUMENT AND IS 26.088
 AT1368'METERS (85.59 FEET) FROM THE STATION
 AT1368'N 65 DEG 29 MIN W.
 AT1368'
 AT1368'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK, IS SET IN THE
 AT1368'SW CONCRETE
 AT1368'FOOTING OF A WATER TANK AND IS 0.25 MILE FROM THE
 AT1368'STATION IN N 5 DEG 45 MIN W.
 AT1368'THE AZIMUTH MARK, A STANDARD BRONZE
 AT1368'DISK, IS ON THE SW SIDE OF THE HIGHWAY, ABOUT
 AT1368'0.1 MILE NE OF A
 AT1368'GATE LEADING TO THE STATION, AND 0.45 MILE FROM THE STATION IN
 AT1368'N 26 DEG 44 MIN E.
 AT1368'THE SW CORNER OF THE BASE OF THE OBELISK IS
 AT1368'30.313 METERS (99.45 FEET)
 AT1368'FROM THE STATION N 66 DEG 49 MIN E.
 AT1368'AN AIRWAY BEACON OF THE AMERICAN AIRWAYS
 AT1368'CORPORATION, VISIBLE FROM
 AT1368'THE GROUND AT THE STATION, IS 0.5 MILE FROM THE STATION
 AT1368'N 25 DEG 49 MIN E.
 AT1368
 AT1368                          STATION RECOVERY (1951)
 AT1368
 AT1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 AT1368'STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.  DESCRIPTION DOES
 AT1368'NOT SEEM TO FIT PRESENT
 AT1368'SURROUNDINGS.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AT1368'REFERENCE MARKS NO. 1 AND 2 WERE
 AT1368'RECOVERED IN APPARENT GOOD CONDITION.
 AT1368'
 AT1368'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE STRUCTURES.
 AT1368'
 AT1368'REFERENCE MARK NO. 1 IS LOCATED AT CHALMETTE MONUMENT AND IS REACHED
 AT1368'FROM THE COURT HOUSE AT
 AT1368'CHALMETTE BY GOING ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 1,
 AT1368'THENCE ABOUT 0.3 MILE ALONG A
 AT1368'PAVED DRIVE TO MONUMENT, MARK IS SET IN THE
 AT1368'TOP OF THE SOUTHWEST CORNER OF THE BOTTOM STEP
 AT1368'TO MONUMENT, ABOUT 1 FOOT ABOVE
 AT1368'GROUND AND STAMPED CHALMETTE ECC NO 1 1931.
 AT1368'
 AT1368'REFERENCE MARK NO. 2 IS REACHED FROM THE COURT HOUSE IN CHALMETTE BY
 AT1368'GOING ABOUT 1.3 MILES
 AT1368'NORTHWEST ALONG STATE HIGHWAY 1, THENCE ABOUT 0.25 MILE SOUTH ALONG
 AT1368'A GRAVEL ROAD LEADING TO CHALMETTE
 AT1368'SLIP.  IT IS SET IN THE TOP OF THE WEST CORNER
 AT1368'OF THE CONCRETE BASE OF THE SOUTHWEST ONE OF FOUR
 AT1368'CONCRETE BASES FOR AN ABANDONED
 AT1368'WATER TANK, 104 FEET SOUTHEAST OF THE CENTER LINE OF ROAD, ABOUT 3
 AT1368'FEET ABOVE GROUND AND
 AT1368'STAMPED CHALMETTE ECC NO. 2 1931.
 AT1368
 AT1368                          STATION RECOVERY (1952)
 AT1368
 AT1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AT1368'ALL MARKS WERE SEARCHED FOR.  THE STATION AND AZIMUTH MARK WERE NOT
 AT1368'RECOVERED AND SHOULD BE
 AT1368'CLASSIFIED LOST.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AT1368'CONDITION.  THE RECOVERY NOTE BY
 AT1368'C.S. JR. 1951 IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1369 ***********************************************************************
 AT1369  DESIGNATION -  CHALMETTE 3
 AT1369  PID         -  AT1369
 AT1369  STATE/COUNTY-  LA/ST BERNARD
 AT1369  USGS QUAD   -  CHALMETTE (1994)
 AT1369
 AT1369                         *CURRENT SURVEY CONTROL
 AT1369  ___________________________________________________________________
 AT1369* NAD 83(1992)-  29 56 31.72500(N)    089 59 40.17166(W)     ADJUSTED  
 AT1369* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 AT1369  **This station is located in a subsidence area (see below).
 AT1369  ___________________________________________________________________
 AT1369  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1369  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AT1369
 AT1369  HORZ ORDER  -  FIRST
 AT1369
 AT1369.The horizontal coordinates were established by classical geodetic methods
 AT1369.and adjusted by the National Geodetic Survey in January 1993..
 AT1369
 AT1369 ** The orthometric height has not been validated since last determined
 AT1369 ** by differential leveling and should not be used for control purposes.
 AT1369 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1369 ** area with valid NAVD 88 orthometric heights.
 AT1369 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1369 ** epoch indicated which incorporates improved geoid heights for the
 AT1369 ** Southern Louisiana Subsidence area.
 AT1369 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1369
 AT1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1369
 AT1369.The geoid height was determined by GEOID03.
 AT1369
 AT1369;                    North         East     Units Scale Factor Converg.
 AT1369;SPC LA S     -   160,608.675 1,129,242.201   MT  0.99992627   +0 40 10.0
 AT1369;SPC LA S     -   526,930.29  3,704,855.45   sFT  0.99992627   +0 40 10.0
 AT1369;UTM  16      - 3,316,146.888   210,954.288   MT  1.00063093   -1 29 44.4
 AT1369;UTM  15      - 3,316,174.715   790,109.507   MT  1.00063853   +1 30 04.2
 AT1369
 AT1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1369!SPC LA S     -   1.00000376  x   0.99992627  =   0.99993003
 AT1369!UTM  16      -   1.00000376  x   1.00063093  =   1.00063469
 AT1369!UTM  15      -   1.00000376  x   1.00063853  =   1.00064229
 AT1369
 AT1369:                Primary Azimuth Mark                     Grid Az
 AT1369:SPC LA S     -  CHALMETTE 3 AZ MK                        029 29 00.8
 AT1369:UTM  16      -  CHALMETTE 3 AZ MK                        031 38 55.2
 AT1369:UTM  15      -  CHALMETTE 3 AZ MK                        028 39 06.6
 AT1369
 AT1369|---------------------------------------------------------------------|
 AT1369| PID    Reference Object                     Distance      Geod. Az  |
 AT1369|                                                           dddmmss.s |
 AT1369| AT1405 CHALMETTE 3 AZ MK                   APPROX. 0.6 KM 0300910.8 |
 AT1369| DD6512 CHALMETTE 3 RM 1                     40.578 METERS 04043     |
 AT1369| AT0289 CHALMETTE ECC RM 1                   40.567 METERS 04043     |
 AT1369| AT1363 CHALMETTE MONUMENT                   48.176 METERS 04625     |
 AT1369| AT1364 CHALMETTE KAISER ALUM STACK         APPROX. 1.5 KM 0962105.0 |
 AT1369| AT1404 CHALMETTE 3 RM 3                     48.425 METERS 12621     |
 AT1369| AT1406 CHALMETTE 4                          31.740 METERS 12622     |
 AT1369| AU2681 NEW ORLEANS TV STA WYES MAST        APPROX. 7.5 KM 2780931.7 |
 AT1369| AU2693 ALGIERS USN WATER TANK              APPROX. 3.9 KM 2795757.0 |
 AT1369| AU2700 ARABI WATER TANK                    APPROX. 2.1 KM 3355113.1 |
 AT1369|---------------------------------------------------------------------|
 AT1369
 AT1369                          SUPERSEDED SURVEY CONTROL
 AT1369
 AT1369  NAD 83(1986)-  29 56 31.73926(N)    089 59 40.17071(W) AD(       ) 1
 AT1369  NAD 27      -  29 56 31.00488(N)    089 59 39.92079(W) AD(       ) 1
 AT1369  NGVD 29 (11/02/92)    2.2    (m)            7.     (f) VERT ANG       
 AT1369
 AT1369.Superseded values are not recommended for survey control.
 AT1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1369.See file dsdata.txt to determine how the superseded data were derived.
 AT1369
 AT1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1095416147(NAD 83)
 AT1369_MARKER: DS = TRIANGULATION STATION DISK
 AT1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1369+STABILITY: SURFACE MOTION
 AT1369
 AT1369  HISTORY     - Date     Condition        Report By
 AT1369  HISTORY     - 1966     MONUMENTED       CGS
 AT1369  HISTORY     - 1969     GOOD             CGS
 AT1369
 AT1369                          STATION DESCRIPTION
 AT1369
 AT1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1369'DISTANCE FOR CHALMETTE MONUMENT 1873 WAS NOT MEASURED.
 AT1369'
 AT1369'STATION IS LOCATED ABOUT 6 MILES EAST OF DOWN-TOWN BUSINESS SECTION
 AT1369'OF NEW ORLEANS, 1
 AT1369'1/2 MILES WEST OF CHALMETTE, 1/2 MILES SOUTH
 AT1369'OF STATE HIGHWAY 39, JUST NORTH OF
 AT1369'NORTH BANK OF MISSISSIPPI RIVER
 AT1369'AND ON GOVERNMENT PROPERTY OPERATED BY NATIONAL PARK
 AT1369'SERVICE.
 AT1369'
 AT1369'STATION MARK, A STANDARD DISK STAMPED CHALMETTE 3 1966, IS SET
 AT1369'IN THE TOP OF A
 AT1369'CONCRETE CYLINDER WHICH IS SET ABOUT 3 INCHES BELOW
 AT1369'SURFACE OF GROUND.  THE MARK IS
 AT1369'133 FEET SOUTHWEST OF SOUTHWEST CORNER
 AT1369'OF GRANITE FOUNDATION OF MONUMENT, 48.8 FEET WEST
 AT1369'OF CENTER OF SIDE
 AT1369'WALK, 29.8 FEET NORTHWEST OF NORTHWEST CORNER OF PARKING AREA AND
 AT1369'26.2 FEET EAST OF
 AT1369'EAST CURB OF DRIVE.
 AT1369'
 AT1369'REFERENCE MARK 1, A STANDARD DISK STAMPED CHALMETTE ECC NO 1 1931,
 AT1369'IS CEMENTED IN A
 AT1369'DRILL HOLE IN BOTTOM STEP OF MONUMENT FOUNDATION WHICH
 AT1369'PROJECTS ABOUT 1 FOOT ABOVE THE
 AT1369'SURFACE OF GROUND.  THE MARK IS 58 FEET
 AT1369'EAST OF CENTER OF CIRCLE DRIVE, 57.5 FEET NORTH OF
 AT1369'CENTER OF CIRCLE
 AT1369'DRIVE AND 20 FEET WEST OF CENTER OF SIDEWALK.
 AT1369'
 AT1369'REFERENCE MARK 3, A STANDARD DISK STAMPED CHALMETTE 3 NO 3 1966,
 AT1369'IS CEMENTED IN A
 AT1369'DRILL HOLE IN CONCRETE CULVERT HEADWALL WHICH PROJECTS
 AT1369'ABOUT 1 FOOT ON WEST SIDE AND IS
 AT1369'1.5 FEET LOWER IN ELEVATION THAN ROAD.
 AT1369'THE MARK IS 93 FEET NORTH OF CENTER OF WOODEN
 AT1369'BRIDGE, 27 FEET EAST OF
 AT1369'CENTER OF EAST SIDE OF CIRCLE DRIVE AND 10.4 FEET EAST OF EAST
 AT1369'EDGE OF SIDEWALK.
 AT1369'
 AT1369'AZIMUTH MARK, A STANDARD DISK STAMPED CHALMETTE 3 1966, IS
 AT1369'CEMENTED IN A
 AT1369'DRILL HOLE IN EAST CONCRETE HEADWALL OF CULVERT WHICH IS
 AT1369'ABOUT 2 FEET LOWER IN ELEVATION
 AT1369'THAN THE ROAD.  THE MARK IS 39 FEET
 AT1369'SOUTH OF CENTER OF EAST BOUND LANE OF STATE
 AT1369'HIGHWAY 39, 20 FEET EAST
 AT1369'OF ROAD LEADING TO CHALMETTE MONUMENT, 12.8 FEET NORTH OF THE
 AT1369'NORTH END OF
 AT1369'CHALMETTE BATTLEFIELD SIGN AND 1.4 FEET WEST OF WITNESS POST.
 AT1369'
 AT1369'AZIMUTH MARK IS LOCATED AT ENTRANCE TO CHALMETTE BATTLEFIELD AS
 AT1369'DESCRIBED.
 AT1369'
 AT1369'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AT1369
 AT1369                          STATION RECOVERY (1969)
 AT1369
 AT1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 AT1369'STATION MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  R.M. 3 NOR
 AT1369'THE AZIMUTH MARK WERE SEARCHED FOR.
 AT1369'
 AT1369'THE 1966 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1404 ***********************************************************************
 AT1404  DESIGNATION -  CHALMETTE 3 RM 3
 AT1404  PID         -  AT1404
 AT1404  STATE/COUNTY-  LA/ST BERNARD
 AT1404  USGS QUAD   -  CHALMETTE (1994)
 AT1404
 AT1404                         *CURRENT SURVEY CONTROL
 AT1404  ___________________________________________________________________
 AT1404* NAD 83(1992)-  29 56 30.79294(N)    089 59 38.71726(W)     ADJUSTED  
 AT1404* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT1404  **This station is located in a subsidence area (see below).
 AT1404  ___________________________________________________________________
 AT1404  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1404  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AT1404  DYNAMIC HT  -           1.9   (meters)       6.    (feet)  COMP
 AT1404  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 AT1404
 AT1404  HORZ ORDER  -  THIRD
 AT1404  VERT ORDER  -  FIRST     CLASS II (See Below)
 AT1404
 AT1404.The horizontal coordinates were established by classical geodetic methods
 AT1404.and adjusted by the National Geodetic Survey in January 1993..
 AT1404
 AT1404 ** The orthometric height has not been validated since last determined
 AT1404 ** by differential leveling and should not be used for control purposes.
 AT1404 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1404 ** area with valid NAVD 88 orthometric heights.
 AT1404 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1404 ** epoch indicated which incorporates improved geoid heights for the
 AT1404 ** Southern Louisiana Subsidence area.
 AT1404 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1404.The orthometric height was scaled from a topographic map.
 AT1404.The vertical order pertains to the first NAVD 88 superseded value.
 AT1404
 AT1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1404
 AT1404.The geoid height was determined by GEOID03.
 AT1404
 AT1404.The dynamic height is computed by dividing the NAVD 88
 AT1404.geopotential number by the normal gravity value computed on the
 AT1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1404.degrees latitude (g = 980.6199 gals.).
 AT1404
 AT1404.The modeled gravity was interpolated from observed gravity values.
 AT1404
 AT1404;                    North         East     Units Scale Factor Converg.
 AT1404;SPC LA S     -   160,580.434 1,129,281.534   MT  0.99992627   +0 40 10.7
 AT1404;SPC LA S     -   526,837.64  3,704,984.50   sFT  0.99992627   +0 40 10.7
 AT1404;UTM  16      - 3,316,117.161   210,992.553   MT  1.00063066   -1 29 43.6
 AT1404;UTM  15      - 3,316,147.029   790,149.274   MT  1.00063882   +1 30 04.9
 AT1404
 AT1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1404!SPC LA S     -   1.00000380  x   0.99992627  =   0.99993007
 AT1404!UTM  16      -   1.00000380  x   1.00063066  =   1.00063446
 AT1404!UTM  15      -   1.00000380  x   1.00063882  =   1.00064262
 AT1404
 AT1404                          SUPERSEDED SURVEY CONTROL
 AT1404
 AT1404  NAD 83(1986)-  29 56 30.80719(N)    089 59 38.71627(W) AD(       ) 3
 AT1404  NAVD 88 (02/14/94)    1.861  (m)            6.11   (f) UNKNOWN     1 2
 AT1404  NGVD 29 (05/21/91)    1.921  (m)            6.30   (f) ADJUSTED    1 2
 AT1404
 AT1404.Superseded values are not recommended for survey control.
 AT1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1404.See file dsdata.txt to determine how the superseded data were derived.
 AT1404
 AT1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1099316117(NAD 83)
 AT1404_MARKER: DR = REFERENCE MARK DISK
 AT1404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AT1404_SP_SET: HEADWALL
 AT1404_STAMPING: CHALMETTE 3 NO 3 1966
 AT1404_MARK LOGO: CGS   
 AT1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1404+STABILITY: SURFACE MOTION
 AT1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1404+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AT1404
 AT1404  HISTORY     - Date     Condition        Report By
 AT1404  HISTORY     - 1966     MONUMENTED       CGS
 AT1404  HISTORY     - 19901119 GOOD             NGS
 AT1404  HISTORY     - 19950119 GOOD             NGS
 AT1404
 AT1404                          STATION DESCRIPTION
 AT1404
 AT1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AT1404'2.7 KM (1.7 MI) WESTERLY ALONG STATE HIGHWAY 46 (SAINT BERNARD
 AT1404'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 47 IN CHALMETTE, THENCE
 AT1404'0.7 KM (0.4 MI) SOUTHERLY ALONG THE CHALMETTE BATTLEFIELD NATIONAL
 AT1404'PARK ENTRANCE ROAD, NEAR THE CENTER OF THE CONCRETE HEADWALL OF A BOX
 AT1404'CULVERT, 16.7 M (54.8 FT) EAST OF TRIANGULATION STATION CHALMETTE 4,
 AT1404'8.2 M (26.9 FT) EAST OF THE CENTER OF A CIRCLE DRIVE, AND 0.05 M
 AT1404'(0.16 FT) BELOW THE LEVEL OF THE DRIVE.
 AT1404
 AT1404                          STATION RECOVERY (1995)
 AT1404
 AT1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AT1404'2.7 KM (1.65 MI) WESTERLY ALONG SAINT BERNARD HIGHWAY (STATE HIGHWAY
 AT1404'46) FROM THE JUNCTION OF STATE HIGHWAY 47 IN CHALMETTE, THENCE 0.7 KM
 AT1404'(0.45 MI) SOUTHERLY ALONG THE WEST ENTRANCE ROAD LEADING TO THE
 AT1404'CHALMETTE BATTLEFIELD NATIONAL MONUMENT, IN TOP OF AND 0.3 M (1.0 FT)
 AT1404'SOUTH OF THE NORTH END OF A CONCRETE HEADWALL OF A CULVERT UNDER THE
 AT1404'VISITORS CENTER PARKING LOT EXIT ROAD, 24.1 M (79.1 FT) NORTHWEST OF
 AT1404'THE NORTHWEST CORNER OF A WOODEN FOOT BRIDGE SPANNING RODRIGUEZ CANAL,
 AT1404'16.7 M (54.8 FT) EAST OF TRIANGULATION STATION CHALMETTE 4, 8.2 M
 AT1404'(26.9 FT) EAST OF THE ROAD CENTER, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 AT1404'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1406 ***********************************************************************
 AT1406  DESIGNATION -  CHALMETTE 4
 AT1406  PID         -  AT1406
 AT1406  STATE/COUNTY-  LA/ST BERNARD
 AT1406  USGS QUAD   -  CHALMETTE (1994)
 AT1406
 AT1406                         *CURRENT SURVEY CONTROL
 AT1406  ___________________________________________________________________
 AT1406* NAD 83(1992)-  29 56 31.11371(N)    089 59 39.21867(W)     ADJUSTED  
 AT1406* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT1406  **This station is located in a subsidence area (see below).
 AT1406  ___________________________________________________________________
 AT1406  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1406  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AT1406  DYNAMIC HT  -           2.2   (meters)       7.    (feet)  COMP
 AT1406  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 AT1406
 AT1406  HORZ ORDER  -  THIRD
 AT1406  VERT ORDER  -  FIRST     CLASS II (See Below)
 AT1406
 AT1406.The horizontal coordinates were established by classical geodetic methods
 AT1406.and adjusted by the National Geodetic Survey in January 1993..
 AT1406
 AT1406 ** The orthometric height has not been validated since last determined
 AT1406 ** by differential leveling and should not be used for control purposes.
 AT1406 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1406 ** area with valid NAVD 88 orthometric heights.
 AT1406 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1406 ** epoch indicated which incorporates improved geoid heights for the
 AT1406 ** Southern Louisiana Subsidence area.
 AT1406 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1406.The orthometric height was scaled from a topographic map.
 AT1406.The vertical order pertains to the first NAVD 88 superseded value.
 AT1406
 AT1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1406
 AT1406.The geoid height was determined by GEOID03.
 AT1406
 AT1406.The dynamic height is computed by dividing the NAVD 88
 AT1406.geopotential number by the normal gravity value computed on the
 AT1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1406.degrees latitude (g = 980.6199 gals.).
 AT1406
 AT1406.The modeled gravity was interpolated from observed gravity values.
 AT1406
 AT1406;                    North         East     Units Scale Factor Converg.
 AT1406;SPC LA S     -   160,590.153 1,129,267.974   MT  0.99992627   +0 40 10.5
 AT1406;SPC LA S     -   526,869.53  3,704,940.01   sFT  0.99992627   +0 40 10.5
 AT1406;UTM  16      - 3,316,127.392   210,979.360   MT  1.00063075   -1 29 43.9
 AT1406;UTM  15      - 3,316,156.556   790,135.565   MT  1.00063872   +1 30 04.7
 AT1406
 AT1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1406!SPC LA S     -   1.00000374  x   0.99992627  =   0.99993001
 AT1406!UTM  16      -   1.00000374  x   1.00063075  =   1.00063449
 AT1406!UTM  15      -   1.00000374  x   1.00063872  =   1.00064246
 AT1406
 AT1406|---------------------------------------------------------------------|
 AT1406| PID    Reference Object                     Distance      Geod. Az  |
 AT1406|                                                           dddmmss.s |
 AT1406| AT0289 CHALMETTE ECC RM 1                   49.576 METERS 00103     |
 AT1406| AT1363 CHALMETTE MONUMENT                   52.871 METERS 01010     |
 AT1406| AT1405 CHALMETTE 3 AZ MK                   APPROX. 0.6 KM 0271933.4 |
 AT1406| AT1367 CHALMETTE TV STA WDSU MAST          APPROX. 3.6 KM 0754645.6 |
 AT1406| AT1364 CHALMETTE KAISER ALUM STACK         APPROX. 1.5 KM 0954349.3 |
 AT1406| AT1404 CHALMETTE 3 RM 3                     16.684 METERS 12618     |
 AT1406| AT1369 CHALMETTE 3                          31.740 METERS 30622     |
 AT1406|---------------------------------------------------------------------|
 AT1406
 AT1406                          SUPERSEDED SURVEY CONTROL
 AT1406
 AT1406  NAD 83(1986)-  29 56 31.12798(N)    089 59 39.21773(W) AD(       ) 3
 AT1406  NAVD 88 (02/14/94)    2.238  (m)            7.34   (f) UNKNOWN     1 2
 AT1406  NGVD 29 (05/21/91)    2.297  (m)            7.54   (f) ADJUSTED    1 2
 AT1406
 AT1406.Superseded values are not recommended for survey control.
 AT1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1406.See file dsdata.txt to determine how the superseded data were derived.
 AT1406
 AT1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1097916127(NAD 83)
 AT1406_MARKER: DH = HORIZONTAL CONTROL DISK
 AT1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1406_SP_SET: CONCRETE POST
 AT1406_STAMPING: CHALMETTE 4 1985
 AT1406_MARK LOGO: NGS   
 AT1406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1406+STABILITY: SURFACE MOTION
 AT1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1406+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AT1406
 AT1406  HISTORY     - Date     Condition        Report By
 AT1406  HISTORY     - 1985     MONUMENTED       NGS
 AT1406  HISTORY     - 19901119 GOOD             NGS
 AT1406  HISTORY     - 19950119 GOOD             NGS
 AT1406
 AT1406                          STATION DESCRIPTION
 AT1406
 AT1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AT1406'2.7 KM (1.7 MI) WESTERLY ALONG STATE HIGHWAY 46 (SAINT BERNARD
 AT1406'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 47 IN CHALMETTE, THENCE
 AT1406'0.7 KM (0.4 MI) SOUTHERLY ALONG THE CHALMETTE BATTLEFIELD NATIONAL
 AT1406'PARK ENTRANCE ROAD, 29.1 M (95.5 FT) NORTHWEST OF THE NORTHWEST
 AT1406'CORNER OF A WOODEN FOOT BRIDGE, 25.6 M (84.0 FT) EAST OF THE
 AT1406'SOUTHEAST CORNER OF THE VISITOR CENTER, 6.7 M (22.0 FT) NORTHEAST OF
 AT1406'A CATCH BASIN AT THE NORTHEAST END OF A PARKING AREA, 5.7 M (18.7 FT)
 AT1406'WEST OF THE WEST CURB OF A CIRCLE DRIVE, AND THE MONUMENT IS 0.2 M
 AT1406'(0.7 FT) BELOW THE GROUND SURFACE.
 AT1406
 AT1406                          STATION RECOVERY (1995)
 AT1406
 AT1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AT1406'2.7 KM (1.65 MI) WESTERLY ALONG SAINT BERNARD HIGHWAY (STATE HIGHWAY
 AT1406'46) FROM THE JUNCTION OF STATE HIGHWAY 47 IN CHALMETTE, THENCE 0.7 KM
 AT1406'(0.45 MI) SOUTHERLY ALONG THE WEST ENTRANCE ROAD LEADING TO THE
 AT1406'CHALMETTE BATTLEFIELD NATIONAL MONUMENT, 29.1 M (95.5 FT) NORTHWEST OF
 AT1406'THE NORTHWEST CORNER OF A WOODEN FOOT BRIDGE SPANNING RODRIGUEZ CANAL,
 AT1406'25.6 M (84.0 FT) EAST OF THE SOUTHEAST CORNER OF THE VISITORS CENTER,
 AT1406'7.1 M (23.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF A METAL STORM
 AT1406'GRATE, 5.7 M (18.7 FT) WEST OF AND LEVEL WITH THE WEST CURB OF A
 AT1406'PARKING LOT EXIT ROAD, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT)
 AT1406'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1365 ***********************************************************************
 AT1365  DESIGNATION -  CHALMETTE CROSS N BK HI LN TWR
 AT1365  PID         -  AT1365
 AT1365  STATE/COUNTY-  LA/ST BERNARD
 AT1365  USGS QUAD   -  CHALMETTE (1994)
 AT1365
 AT1365                         *CURRENT SURVEY CONTROL
 AT1365  ___________________________________________________________________
 AT1365* NAD 83(1992)-  29 55 54.81981(N)    089 58 48.57899(W)     ADJUSTED  
 AT1365* NAVD 88     -                                                        
 AT1365  **This station is located in a subsidence area (see below).
 AT1365  ___________________________________________________________________
 AT1365  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AT1365  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AT1365
 AT1365  HORZ ORDER  -  THIRD
 AT1365
 AT1365.The horizontal coordinates were established by classical geodetic methods
 AT1365.and adjusted by the National Geodetic Survey in January 1993..
 AT1365
 AT1365 ** The orthometric height has not been validated since last determined
 AT1365 ** by differential leveling and should not be used for control purposes.
 AT1365 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1365 ** area with valid NAVD 88 orthometric heights.
 AT1365 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1365 ** epoch indicated which incorporates improved geoid heights for the
 AT1365 ** Southern Louisiana Subsidence area.
 AT1365 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1365
 AT1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1365
 AT1365.The geoid height was determined by GEOID03.
 AT1365
 AT1365;                    North         East     Units Scale Factor Converg.
 AT1365;SPC LA S     -   159,488.702 1,130,638.997   MT  0.99992646   +0 40 35.8
 AT1365;SPC LA S     -   523,255.85  3,709,438.11   sFT  0.99992646   +0 40 35.8
 AT1365;UTM  16      - 3,314,974.130   212,308.727   MT  1.00062129   -1 29 16.9
 AT1365;UTM  15      - 3,315,074.341   791,523.422   MT  1.00064869   +1 30 28.3
 AT1365
 AT1365                          SUPERSEDED SURVEY CONTROL
 AT1365
 AT1365  NAD 83(1986)-  29 55 54.83404(N)    089 58 48.57810(W) AD(       ) 4
 AT1365  NAD 27      -  29 55 54.09605(N)    089 58 48.32882(W) AD(       ) 3
 AT1365
 AT1365.Superseded values are not recommended for survey control.
 AT1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1365.See file dsdata.txt to determine how the superseded data were derived.
 AT1365
 AT1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1230914974(NAD 83)
 AT1365_MARKER: 55 = TOWER
 AT1365
 AT1365  HISTORY     - Date     Condition        Report By
 AT1365  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1365  HISTORY     - 1972     GOOD             NGS
 AT1365
 AT1365                          STATION DESCRIPTION
 AT1365
 AT1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1365'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4
 AT1365'LEGGED SELF
 AT1365'SUPPORTED STEEL TOWER PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 AT1365'WHITE WITH A RED LIGHT ON THE
 AT1365'TOP OF THE TOWER.  THE OVERALL HEIGHT IS 442 FEET.
 AT1365'
 AT1365'LOCATED IN THE NORTHWEST SECTION OF CHALMETTE, ON THE NORTH BANK OF
 AT1365'THE MISSISSIPPI RIVER AND ATOP A
 AT1365'LEVEE, JUST NORTHWEST OF THE INTERSECTION OF RIVER ROAD AND
 AT1365'PACKENHAM DRIVE.
 AT1365'
 AT1365'POINT INTERSECTED WAS LIGHT ON TOP.
 AT1365
 AT1365                          STATION RECOVERY (1972)
 AT1365
 AT1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1365'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION IS
 AT1365'ADEQUATE.
 AT1365'
 AT1365'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1371 ***********************************************************************
 AT1371  DESIGNATION -  CHALMETTE CROSS S BK HI LN TWR
 AT1371  PID         -  AT1371
 AT1371  STATE/COUNTY-  LA/ORLEANS
 AT1371  USGS QUAD   -  CHALMETTE (1994)
 AT1371
 AT1371                         *CURRENT SURVEY CONTROL
 AT1371  ___________________________________________________________________
 AT1371* NAD 83(1992)-  29 55 24.98856(N)    089 58 51.95549(W)     ADJUSTED  
 AT1371* NAVD 88     -                                                        
 AT1371  **This station is located in a subsidence area (see below).
 AT1371  ___________________________________________________________________
 AT1371  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1371  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AT1371
 AT1371  HORZ ORDER  -  THIRD
 AT1371
 AT1371.The horizontal coordinates were established by classical geodetic methods
 AT1371.and adjusted by the National Geodetic Survey in January 1993..
 AT1371
 AT1371 ** The orthometric height has not been validated since last determined
 AT1371 ** by differential leveling and should not be used for control purposes.
 AT1371 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1371 ** area with valid NAVD 88 orthometric heights.
 AT1371 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1371 ** epoch indicated which incorporates improved geoid heights for the
 AT1371 ** Southern Louisiana Subsidence area.
 AT1371 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1371
 AT1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1371
 AT1371.The geoid height was determined by GEOID03.
 AT1371
 AT1371;                    North         East     Units Scale Factor Converg.
 AT1371;SPC LA S     -   158,569.200 1,130,559.291   MT  0.99992665   +0 40 34.1
 AT1371;SPC LA S     -   520,239.12  3,709,176.61   sFT  0.99992665   +0 40 34.1
 AT1371;UTM  16      - 3,314,057.658   212,194.270   MT  1.00062211   -1 29 17.3
 AT1371;UTM  15      - 3,314,153.116   791,457.014   MT  1.00064821   +1 30 25.3
 AT1371
 AT1371                          SUPERSEDED SURVEY CONTROL
 AT1371
 AT1371  NAD 83(1986)-  29 55 25.00234(N)    089 58 51.95472(W) AD(       ) 4
 AT1371  NAD 27      -  29 55 24.26417(N)    089 58 51.70422(W) AD(       ) 3
 AT1371
 AT1371.Superseded values are not recommended for survey control.
 AT1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1371.See file dsdata.txt to determine how the superseded data were derived.
 AT1371
 AT1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1219414058(NAD 83)
 AT1371_MARKER: 55 = TOWER
 AT1371
 AT1371  HISTORY     - Date     Condition        Report By
 AT1371  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1371  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AT1371
 AT1371                          STATION DESCRIPTION
 AT1371
 AT1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1371'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4
 AT1371'LEGGED SELF
 AT1371'SUPPORTED STEEL TOWER PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 AT1371'WHITE WITH A RED LIGHT ON THE
 AT1371'TOP OF THE TOWER.  THE OVERALL HEIGHT IS 442 FEET.
 AT1371'
 AT1371'LOCATED IN THE NORTH SECTION OF CUTOFF, ON THE SOUTH BANK OF THE
 AT1371'MISSISSIPPI RIVER, ATOP A
 AT1371'LEVEE AND JUST NORTH OF THE INTERSECTION OF PATTERSON ROAD AND ERNEST
 AT1371'STREET.
 AT1371'
 AT1371'POINT INTERSECTED WAS LIGHT ON TOP.
 AT1371
 AT1371                          STATION RECOVERY (1972)
 AT1371
 AT1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AT1371'THE 1966 DATA (CHALMETTE CROSS S BK HI LN TWR) WILL NOT ADJUST WITH
 AT1371'THE 1972 DATA.  IT IS PROBABLE THAT THE LIGHTS WERE CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0289 ***********************************************************************
 AT0289  DESIGNATION -  CHALMETTE ECC RM 1
 AT0289  PID         -  AT0289
 AT0289  STATE/COUNTY-  LA/ST BERNARD
 AT0289  USGS QUAD   -  CHALMETTE (1994)
 AT0289
 AT0289                         *CURRENT SURVEY CONTROL
 AT0289  ___________________________________________________________________
 AT0289* NAD 83(1992)-  29 56 32.72348(N)    089 59 39.18481(W)     ADJUSTED  
 AT0289* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AT0289  **This station is located in a subsidence area (see below).
 AT0289  ___________________________________________________________________
 AT0289  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT0289  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AT0289  DYNAMIC HT  -           3.1   (meters)      10.    (feet)  COMP
 AT0289  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 AT0289
 AT0289  HORZ ORDER  -  THIRD
 AT0289  VERT ORDER  -  FIRST     CLASS II (See Below)
 AT0289
 AT0289.The horizontal coordinates were established by classical geodetic methods
 AT0289.and adjusted by the National Geodetic Survey in January 1993..
 AT0289
 AT0289 ** The orthometric height has not been validated since last determined
 AT0289 ** by differential leveling and should not be used for control purposes.
 AT0289 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0289 ** area with valid NAVD 88 orthometric heights.
 AT0289 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0289 ** epoch indicated which incorporates improved geoid heights for the
 AT0289 ** Southern Louisiana Subsidence area.
 AT0289 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0289.The orthometric height was scaled from a topographic map.
 AT0289.The vertical order pertains to the first NAVD 88 superseded value.
 AT0289
 AT0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0289
 AT0289.The geoid height was determined by GEOID03.
 AT0289
 AT0289.The dynamic height is computed by dividing the NAVD 88
 AT0289.geopotential number by the normal gravity value computed on the
 AT0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0289.degrees latitude (g = 980.6199 gals.).
 AT0289
 AT0289.The modeled gravity was interpolated from observed gravity values.
 AT0289
 AT0289;                    North         East     Units Scale Factor Converg.
 AT0289;SPC LA S     -   160,639.725 1,129,268.303   MT  0.99992626   +0 40 10.5
 AT0289;SPC LA S     -   527,032.16  3,704,941.09   sFT  0.99992626   +0 40 10.5
 AT0289;UTM  16      - 3,316,176.951   210,981.563   MT  1.00063074   -1 29 43.9
 AT0289;UTM  15      - 3,316,206.163   790,135.174   MT  1.00063872   +1 30 04.8
 AT0289
 AT0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0289!SPC LA S     -   1.00000360  x   0.99992626  =   0.99992986
 AT0289!UTM  16      -   1.00000360  x   1.00063074  =   1.00063434
 AT0289!UTM  15      -   1.00000360  x   1.00063872  =   1.00064232
 AT0289
 AT0289                          SUPERSEDED SURVEY CONTROL
 AT0289
 AT0289  NAD 83(1986)-  29 56 32.73775(N)    089 59 39.18387(W) AD(       ) 3
 AT0289  NAVD 88 (02/14/94)    3.108  (m)           10.20   (f) UNKNOWN     1 2
 AT0289  NGVD 29 (05/21/91)    3.168  (m)           10.39   (f) ADJUSTED    1 2
 AT0289
 AT0289.Superseded values are not recommended for survey control.
 AT0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0289.See file dsdata.txt to determine how the superseded data were derived.
 AT0289
 AT0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1098216177(NAD 83)
 AT0289_MARKER: DR = REFERENCE MARK DISK
 AT0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AT0289_SP_SET: MONUMENT BASE
 AT0289_STAMPING: CHALMETTE ECC NO 1 1931
 AT0289_MARK LOGO: CGS   
 AT0289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0289+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AT0289
 AT0289  HISTORY     - Date     Condition        Report By
 AT0289  HISTORY     - 1931     MONUMENTED       CGS
 AT0289  HISTORY     - 1964     GOOD             CGS
 AT0289  HISTORY     - 1966     GOOD             CGS
 AT0289  HISTORY     - 19901119 GOOD             NGS
 AT0289  HISTORY     - 19950119 GOOD             NGS
 AT0289
 AT0289                          STATION DESCRIPTION
 AT0289
 AT0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AT0289'1.4 MI W FROM CHALMETTE.
 AT0289'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE COURTHOUSE
 AT0289'AT CHALMETTE, THENCE ABOUT 0.3 MILE SOUTH ALONG A PAVED DRIVE TO THE
 AT0289'CHALMETTE MONUMENT, SET ON THE TOP OF THE SOUTHWEST CORNER OF THE
 AT0289'BOTTOM MARBLE STEP OF THE MONUMENT AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 AT0289'THE GROUND.
 AT0289
 AT0289                          STATION RECOVERY (1966)
 AT0289
 AT0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AT0289'RECOVERED IN GOOD CONDITION.
 AT0289
 AT0289                          STATION RECOVERY (1990)
 AT0289
 AT0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AT0289'2.7 KM (1.7 MI) WESTERLY ALONG STATE HIGHWAY 46 (SAINT BERNARD
 AT0289'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 47 IN CHALMETTE, THENCE
 AT0289'0.7 KM (0.4 MI) SOUTHERLY ALONG THE CHALMETTE BATTLEFIELD NATIONAL
 AT0289'PARK ENTRANCE ROAD, IN THE SOUTHWEST CORNER OF THE GRANITE BASE OF
 AT0289'THE CHALMETTE MONUMENT, 8.2 M (26.9 FT) EAST OF THE EAST CURB OF A
 AT0289'CIRCLE DRIVE, 6.1 M (20.0 FT) WEST OF THE CENTER OF A SIDEWALK
 AT0289'LEADING TO THE MONUMENT, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 AT0289
 AT0289                          STATION RECOVERY (1995)
 AT0289
 AT0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AT0289'2.7 KM (1.65 MI) WESTERLY ALONG SAINT BERNARD HIGHWAY (STATE HIGHWAY
 AT0289'46) FROM THE JUNCTION OF STATE HIGHWAY 47 IN CHALMETTE, THENCE 0.6 KM
 AT0289'(0.35 MI) SOUTHERLY ALONG THE WEST ENTRANCE ROAD LEADING TO THE
 AT0289'CHALMETTE BATTLEFIELD NATIONAL MONUMENT, IN TOP OF AND 0.2 M (0.7 FT)
 AT0289'NORTHEAST OF THE WEST CORNER OF THE GRANITE BASE OF THE MONUMENT, 8.2
 AT0289'M (26.9 FT) EAST OF THE EAST CURB OF A TRAFFIC CIRCLE, 6.1 M (20.0 FT)
 AT0289'NORTHWEST OF THE CENTER OF A CONCRETE SIDEWALK LEADING TO THE
 AT0289'MONUMENT, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1364 ***********************************************************************
 AT1364  DESIGNATION -  CHALMETTE KAISER ALUM STACK
 AT1364  PID         -  AT1364
 AT1364  STATE/COUNTY-  LA/ST BERNARD
 AT1364  USGS QUAD   -  CHALMETTE (1994)
 AT1364
 AT1364                         *CURRENT SURVEY CONTROL
 AT1364  ___________________________________________________________________
 AT1364* NAD 83(1992)-  29 56 26.36073(N)    089 58 44.87007(W)     ADJUSTED  
 AT1364* NAVD 88     -                                                        
 AT1364  **This station is located in a subsidence area (see below).
 AT1364  ___________________________________________________________________
 AT1364  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AT1364  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AT1364
 AT1364  HORZ ORDER  -  THIRD
 AT1364
 AT1364.The horizontal coordinates were established by classical geodetic methods
 AT1364.and adjusted by the National Geodetic Survey in January 1993..
 AT1364
 AT1364 ** The orthometric height has not been validated since last determined
 AT1364 ** by differential leveling and should not be used for control purposes.
 AT1364 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1364 ** area with valid NAVD 88 orthometric heights.
 AT1364 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1364 ** epoch indicated which incorporates improved geoid heights for the
 AT1364 ** Southern Louisiana Subsidence area.
 AT1364 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1364
 AT1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1364
 AT1364.The geoid height was determined by GEOID03.
 AT1364
 AT1364;                    North         East     Units Scale Factor Converg.
 AT1364;SPC LA S     -   160,460.947 1,130,726.979   MT  0.99992629   +0 40 37.6
 AT1364;SPC LA S     -   526,445.62  3,709,726.76   sFT  0.99992629   +0 40 37.6
 AT1364;UTM  16      - 3,315,943.030   212,433.459   MT  1.00062040   -1 29 16.5
 AT1364;UTM  15      - 3,316,048.464   791,597.340   MT  1.00064922   +1 30 31.6
 AT1364
 AT1364                          SUPERSEDED SURVEY CONTROL
 AT1364
 AT1364  NAD 83(1986)-  29 56 26.37929(N)    089 58 44.86752(W) AD(       ) 4
 AT1364  NAD 27      -  29 56 25.64427(N)    089 58 44.62050(W) AD(       ) 3
 AT1364
 AT1364.Superseded values are not recommended for survey control.
 AT1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1364.See file dsdata.txt to determine how the superseded data were derived.
 AT1364
 AT1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1243315943(NAD 83)
 AT1364_MARKER: 63 = STACK
 AT1364
 AT1364  HISTORY     - Date     Condition        Report By
 AT1364  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1364  HISTORY     - 1972     GOOD             NGS
 AT1364
 AT1364                          STATION DESCRIPTION
 AT1364
 AT1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1364'STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A TALL
 AT1364'LARGE SELF
 AT1364'SUPPORTING CONCRETE STACK, GREY IN COLOR WITH THE LEGEND KAISER
 AT1364'ALUMINUN, IN RED LETTERS, ON THE
 AT1364'WEST SIDE.  THE OVERALL HEIGHT IS 500 FEET.
 AT1364'
 AT1364'LOCATED IN THE NORTHWEST SECTION OF CHALMETTE, SOUTHWEST OF THE
 AT1364'INTERSECTION OF ST. BERNARD
 AT1364'HIGHWAY AND CARROLL DRIVE AND ON THE GROUNDS OF THE KAISER ALUMINUM
 AT1364'CORP.  POINT INTERSECTED WAS THE
 AT1364'TOP CENTER OF THE STACK.
 AT1364
 AT1364                          STATION RECOVERY (1972)
 AT1364
 AT1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1364'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION IS
 AT1364'ADEQUATE.
 AT1364'
 AT1364'POINT INTERSECTED IS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1363 ***********************************************************************
 AT1363  DESIGNATION -  CHALMETTE MONUMENT
 AT1363  PID         -  AT1363
 AT1363  STATE/COUNTY-  LA/ST BERNARD
 AT1363  USGS QUAD   -  CHALMETTE (1994)
 AT1363
 AT1363                         *CURRENT SURVEY CONTROL
 AT1363  ___________________________________________________________________
 AT1363* NAD 83(1992)-  29 56 32.80375(N)    089 59 38.87050(W)     ADJUSTED  
 AT1363* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT1363  **This station is located in a subsidence area (see below).
 AT1363  ___________________________________________________________________
 AT1363  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1363  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AT1363
 AT1363  HORZ ORDER  -  SECOND
 AT1363
 AT1363.The horizontal coordinates were established by classical geodetic methods
 AT1363.and adjusted by the National Geodetic Survey in January 1993..
 AT1363
 AT1363 ** The orthometric height has not been validated since last determined
 AT1363 ** by differential leveling and should not be used for control purposes.
 AT1363 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1363 ** area with valid NAVD 88 orthometric heights.
 AT1363 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1363 ** epoch indicated which incorporates improved geoid heights for the
 AT1363 ** Southern Louisiana Subsidence area.
 AT1363 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1363.The orthometric height was scaled from a topographic map.
 AT1363
 AT1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1363
 AT1363.The geoid height was determined by GEOID03.
 AT1363
 AT1363;                    North         East     Units Scale Factor Converg.
 AT1363;SPC LA S     -   160,642.295 1,129,276.701   MT  0.99992626   +0 40 10.6
 AT1363;SPC LA S     -   527,040.60  3,704,968.64   sFT  0.99992626   +0 40 10.6
 AT1363;UTM  16      - 3,316,179.203   210,990.059   MT  1.00063068   -1 29 43.8
 AT1363;UTM  15      - 3,316,208.856   790,143.540   MT  1.00063878   +1 30 04.9
 AT1363
 AT1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1363!SPC LA S     -   1.00000378  x   0.99992626  =   0.99993004
 AT1363!UTM  16      -   1.00000378  x   1.00063068  =   1.00063447
 AT1363!UTM  15      -   1.00000378  x   1.00063878  =   1.00064257
 AT1363
 AT1363                          SUPERSEDED SURVEY CONTROL
 AT1363
 AT1363  NAD 83(1986)-  29 56 32.81853(N)    089 59 38.86892(W) AD(       ) 2
 AT1363  NAD 27      -  29 56 32.08465(N)    089 59 38.61848(W) AD(       ) 2
 AT1363
 AT1363.Superseded values are not recommended for survey control.
 AT1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1363.See file dsdata.txt to determine how the superseded data were derived.
 AT1363
 AT1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1099016179(NAD 83)
 AT1363_MARKER: 70 = MONUMENT
 AT1363
 AT1363  HISTORY     - Date     Condition        Report By
 AT1363  HISTORY     - 1873     FIRST OBSERVED   CGS
 AT1363  HISTORY     - 1930     GOOD             CGS
 AT1363  HISTORY     - 1935     GOOD             LAGS
 AT1363  HISTORY     - 1952     GOOD             CGS
 AT1363
 AT1363                          STATION DESCRIPTION
 AT1363
 AT1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 AT1363'STATION IS ABOUT 6 MILES E OF DOWN-TOWN NEW ORLEANS, ON LEFT BANK
 AT1363'OF MISSISSIPPI
 AT1363'RIVER, AND ON CHALMETTE MONUMENT RESERVATION BELONGING
 AT1363'TO WAR DEPARTMENT.
 AT1363'
 AT1363'STATION MARK CHALMETTE HEAD OF STAIRS, DIRECTLY UNDER
 AT1363'PEAK OF 100-FOOT
 AT1363'HIGH MARBLE MONUMENT, 2.05 METERS (6.7 FEET) FROM
 AT1363'INNER SE AND 2.05 METERS (6.7 FEET)
 AT1363'FROM INNER SW CORNER.  ORIGINAL
 AT1363'STATION WAS ESTABLISHED IN UNCOMPLETED MONUMENT, WHICH
 AT1363'WAS FINISHED IN
 AT1363'1908.  PEAK OF MONUMENT WAS DETERMINED BY INTERSECTION FROM
 AT1363'MAIN SCHEME STATIONS.
 AT1363
 AT1363                          STATION RECOVERY (1935)
 AT1363
 AT1363'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 AT1363'STATION RECOVERED AS DESCRIBED.  THIS STATION IS
 AT1363'IN TOP OF
 AT1363'CHALMETTE MONUMENT.  THERE IS ALSO CHALMETTE ECCENTRIC
 AT1363'1931 NEAR BASE OF MONUMENT.
 AT1363
 AT1363                          STATION RECOVERY (1952)
 AT1363
 AT1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AT1363'STATION WAS RECOVERED
 AT1363'IN GOOD CONDITION.
 AT1363'THE DESCRIPTION IS ADEQUATE AND COMPLETE.  IT
 AT1363'IS BELIEVED THAT CHALMETTE 1873 AND
 AT1363'CHALMETTE MONUMENT 1873-1930
 AT1363'ARE THE SAME STATION.  THE DISK FOR STATION CHALMETTE
 AT1363'MONUMENT
 AT1363'WAS EVIDENTLY PUT IN THE DRILL HOLE WHICH MARKED CHALMETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1367 ***********************************************************************
 AT1367  DESIGNATION -  CHALMETTE TV STA WDSU MAST
 AT1367  PID         -  AT1367
 AT1367  STATE/COUNTY-  LA/ST BERNARD
 AT1367  USGS QUAD   -  CHALMETTE (1994)
 AT1367
 AT1367                         *CURRENT SURVEY CONTROL
 AT1367  ___________________________________________________________________
 AT1367* NAD 83(1992)-  29 57 00.14941(N)    089 57 27.56943(W)     ADJUSTED  
 AT1367* NAVD 88     -                                                        
 AT1367  **This station is located in a subsidence area (see below).
 AT1367  ___________________________________________________________________
 AT1367  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AT1367  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AT1367
 AT1367  HORZ ORDER  -  THIRD
 AT1367
 AT1367.The horizontal coordinates were established by classical geodetic methods
 AT1367.and adjusted by the National Geodetic Survey in January 1993..
 AT1367
 AT1367 ** The orthometric height has not been validated since last determined
 AT1367 ** by differential leveling and should not be used for control purposes.
 AT1367 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1367 ** area with valid NAVD 88 orthometric heights.
 AT1367 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1367 ** epoch indicated which incorporates improved geoid heights for the
 AT1367 ** Southern Louisiana Subsidence area.
 AT1367 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1367
 AT1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1367
 AT1367.The geoid height was determined by GEOID03.
 AT1367
 AT1367;                    North         East     Units Scale Factor Converg.
 AT1367;SPC LA S     -   161,525.910 1,132,787.214   MT  0.99992614   +0 41 16.3
 AT1367;SPC LA S     -   529,939.59  3,716,486.05   sFT  0.99992614   +0 41 16.3
 AT1367;UTM  16      - 3,316,930.071   214,533.900   MT  1.00060555   -1 28 39.3
 AT1367;UTM  15      - 3,317,144.026   793,643.389   MT  1.00066399   +1 31 11.9
 AT1367
 AT1367                          SUPERSEDED SURVEY CONTROL
 AT1367
 AT1367  NAD 83(1986)-  29 57 00.16069(N)    089 57 27.56752(W) AD(       ) 4
 AT1367  NAD 27      -  29 56 59.42553(N)    089 57 27.32141(W) AD(       ) 3
 AT1367
 AT1367.Superseded values are not recommended for survey control.
 AT1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1367.See file dsdata.txt to determine how the superseded data were derived.
 AT1367
 AT1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1453416930(NAD 83)
 AT1367_MARKER: 42 = RADIO/TV MAST
 AT1367
 AT1367  HISTORY     - Date     Condition        Report By
 AT1367  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1367  HISTORY     - 1972     GOOD             NGS
 AT1367
 AT1367                          STATION DESCRIPTION
 AT1367
 AT1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1367'STATION IS THE TOP CENTER OF THE MAST.  IT IS A 3 LEGGED GUYED STEEL
 AT1367'STRUCTURE PAINTED
 AT1367'ORANGE AND WHITE IN ALTERNATE SECTIONS.  IT IS OWNED
 AT1367'AND OPERATED BY THE ROYAL STREET
 AT1367'CORPORATION, 520 ROYAL STREET, NEW
 AT1367'ORLEANS.  THE OVERALL HEIGHT IS 975 FEET.
 AT1367'
 AT1367'THE STATION IS LOCATED AT 221 E. JOSEPHINE STREET IN CHALMETTE.
 AT1367
 AT1367                          STATION RECOVERY (1972)
 AT1367
 AT1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1367'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AT1367'DESCRIPTION IS ADEQUATE.
 AT1367'
 AT1367'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1384 ***********************************************************************
 AT1384  DESIGNATION -  CHALMETTE TV STA WYES MAST
 AT1384  PID         -  AT1384
 AT1384  STATE/COUNTY-  LA/ST BERNARD
 AT1384  USGS QUAD   -  CHALMETTE (1994)
 AT1384
 AT1384                         *CURRENT SURVEY CONTROL
 AT1384  ___________________________________________________________________
 AT1384* NAD 83(1992)-  29 57 15.76582(N)    089 56 58.42088(W)     ADJUSTED  
 AT1384* NAVD 88     -                                                        
 AT1384  **This station is located in a subsidence area (see below).
 AT1384  ___________________________________________________________________
 AT1384  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1384  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AT1384
 AT1384  HORZ ORDER  -  THIRD
 AT1384
 AT1384.The horizontal coordinates were established by classical geodetic methods
 AT1384.and adjusted by the National Geodetic Survey in January 1993..
 AT1384
 AT1384 ** The orthometric height has not been validated since last determined
 AT1384 ** by differential leveling and should not be used for control purposes.
 AT1384 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1384 ** area with valid NAVD 88 orthometric heights.
 AT1384 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1384 ** epoch indicated which incorporates improved geoid heights for the
 AT1384 ** Southern Louisiana Subsidence area.
 AT1384 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1384
 AT1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1384
 AT1384.The geoid height was determined by GEOID03.
 AT1384
 AT1384;                    North         East     Units Scale Factor Converg.
 AT1384;SPC LA S     -   162,016.112 1,133,562.916   MT  0.99992607   +0 41 30.9
 AT1384;SPC LA S     -   531,547.86  3,719,031.00   sFT  0.99992607   +0 41 30.9
 AT1384;UTM  16      - 3,317,390.923   215,328.109   MT  1.00059996   -1 28 25.5
 AT1384;UTM  15      - 3,317,645.815   794,412.459   MT  1.00066957   +1 31 27.2
 AT1384
 AT1384                          SUPERSEDED SURVEY CONTROL
 AT1384
 AT1384  NAD 83(1986)-  29 57 15.77473(N)    089 56 58.42057(W) AD(       ) 4
 AT1384  NAD 27      -  29 57 15.04340(N)    089 56 58.17433(W) AD(       ) 3
 AT1384
 AT1384.Superseded values are not recommended for survey control.
 AT1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1384.See file dsdata.txt to determine how the superseded data were derived.
 AT1384
 AT1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1532817391(NAD 83)
 AT1384_MARKER: 42 = RADIO/TV MAST
 AT1384
 AT1384  HISTORY     - Date     Condition        Report By
 AT1384  HISTORY     - 1972     FIRST OBSERVED   NGS
 AT1384
 AT1384                          STATION DESCRIPTION
 AT1384
 AT1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1384'THE STATION IS LOCATED AT THE SIGHT OF INTERSECTION STATION NUMBER
 AT1384'1141.  IT IS APPROXIMATELY 100 FEET NORTH.
 AT1384'
 AT1384'IT IS A TRIANGULAR-SHAPED STEEL STRUCTURE, GUYED, PAINTED ALTERNATELY
 AT1384'RED AND WHITE BY SECTIONS AND HAS AN OVER ALL HEIGHT OF 1049 FEET.
 AT1384'
 AT1384'IT IS OWNED BY SCREEN GEMS OF LOUISIANA INC., AND IS OPERATED BY TV
 AT1384'STATION WYES WHICH IS OWNED BY THE GREATER NEW ORLEANS EDUCATIONAL
 AT1384'TELEVISION FOUNDATION.
 AT1384'
 AT1384'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1366 ***********************************************************************
 AT1366  DESIGNATION -  CHALMETTE TV STATION WVUE MAST
 AT1366  PID         -  AT1366
 AT1366  STATE/COUNTY-  LA/ST BERNARD
 AT1366  USGS QUAD   -  CHALMETTE (1994)
 AT1366
 AT1366                         *CURRENT SURVEY CONTROL
 AT1366  ___________________________________________________________________
 AT1366* NAD 83(1992)-  29 57 15.10153(N)    089 56 59.26235(W)     ADJUSTED  
 AT1366* NAVD 88     -                                                        
 AT1366  **This station is located in a subsidence area (see below).
 AT1366  ___________________________________________________________________
 AT1366  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1366  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AT1366
 AT1366  HORZ ORDER  -  THIRD
 AT1366
 AT1366.The horizontal coordinates were established by classical geodetic methods
 AT1366.and adjusted by the National Geodetic Survey in January 1993..
 AT1366
 AT1366 ** The orthometric height has not been validated since last determined
 AT1366 ** by differential leveling and should not be used for control purposes.
 AT1366 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1366 ** area with valid NAVD 88 orthometric heights.
 AT1366 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1366 ** epoch indicated which incorporates improved geoid heights for the
 AT1366 ** Southern Louisiana Subsidence area.
 AT1366 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1366
 AT1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1366
 AT1366.The geoid height was determined by GEOID03.
 AT1366
 AT1366;                    North         East     Units Scale Factor Converg.
 AT1366;SPC LA S     -   161,995.388 1,133,540.603   MT  0.99992607   +0 41 30.4
 AT1366;SPC LA S     -   531,479.87  3,718,957.80   sFT  0.99992607   +0 41 30.4
 AT1366;UTM  16      - 3,317,371.044   215,305.013   MT  1.00060012   -1 28 25.8
 AT1366;UTM  15      - 3,317,624.753   794,390.433   MT  1.00066941   +1 31 26.7
 AT1366
 AT1366                          SUPERSEDED SURVEY CONTROL
 AT1366
 AT1366  NAD 83(1986)-  29 57 15.11458(N)    089 56 59.26072(W) AD(       ) 4
 AT1366  NAD 27      -  29 57 14.38135(N)    089 56 59.01707(W) AD(       ) 3
 AT1366
 AT1366.Superseded values are not recommended for survey control.
 AT1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1366.See file dsdata.txt to determine how the superseded data were derived.
 AT1366
 AT1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1530517371(NAD 83)
 AT1366_MARKER: 42 = RADIO/TV MAST
 AT1366
 AT1366  HISTORY     - Date     Condition        Report By
 AT1366  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1366  HISTORY     - 1971     GOOD             NGS
 AT1366  HISTORY     - 1972     GOOD             NGS
 AT1366
 AT1366                          STATION DESCRIPTION
 AT1366
 AT1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1366'STATION IS THE TOP CENTER OF THE MAST.  IT IS A 3 LEGGED GUYED STEEL
 AT1366'STRUCTURE PAINTED
 AT1366'ORANGE AND WHITE IN ALTERNATE SECTIONS.  IT IS OWNED
 AT1366'AND OPERATED BY THE SCREEN GEMS
 AT1366'BROADCASTING OF LOUISIANA INC.  THE
 AT1366'OVERALL HEIGHT IS 1049 FEET.
 AT1366'
 AT1366'TO REACH THE STATION FROM THE INTERSECTION OF PARIS ROAD AND ST.
 AT1366'BERNARD HIGHWAY
 AT1366'(STATE HIGHWAY 47 AND 39) IN CHALMETTE, GO NORTH ON
 AT1366'PARIS ROAD (STATE HIGHWAY 39) FRO
 AT1366'0.45 MILE TO A CROSSROAD.  TURN RIGHT
 AT1366'AND GO EAST ON A GRAVELED ROAD FOR 0.6 MILE TO THE
 AT1366'STATION ON THE RIGHT.
 AT1366
 AT1366                          STATION RECOVERY (1971)
 AT1366
 AT1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1366'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AT1366'FOLLOWS.
 AT1366'
 AT1366'STATION IS THE TOP CENTER OF THE SOUTHWESTERLY OF TWO MASTS.  IT IS A
 AT1366'THREE LEGGED GUYED STEEL STRUCTURE PAINTED ORANGE AND WHITE IN
 AT1366'ALTERNATE SECTIONS.  IT IS OWNED AND OPERATED BY SCREEN GEMS
 AT1366'BROADCASTING OF LOUISIANA INC.  THE OVERALL HEIGHT IS 1049 FEET.
 AT1366'TO REACH THE STATION FROM THE INTERSECTION OF PARIS ROAD AND ST.
 AT1366'BERNARD HIGHWAY (STATE HIGHWAYS 47-39-46), IN CHALMETTE, GO NORTH ON
 AT1366'PARIS ROAD (STATE HIGHWAY 47) 1.45 MILES TO A CROSSROAD.  TURN
 AT1366'RIGHT AND GO EAST ON A GRAVEL ROAD 0.6 MILES TO THE STATION ON
 AT1366'RIGHT.
 AT1366'
 AT1366'U.S. COAST AND GEODETIC SURVEY BENCH MARK J-193-1963 IS SET IN THE
 AT1366'BASE OF THE TOWER.
 AT1366
 AT1366                          STATION RECOVERY (1972)
 AT1366
 AT1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1366'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION IS
 AT1366'ADEQUATE.
 AT1366'
 AT1366'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3024 ***********************************************************************
 BX3024  DESIGNATION -  CHAMP
 BX3024  PID         -  BX3024
 BX3024  STATE/COUNTY-  LA/SABINE
 BX3024  USGS QUAD   -  BELMONT (1994)
 BX3024
 BX3024                         *CURRENT SURVEY CONTROL
 BX3024  ___________________________________________________________________
 BX3024* NAD 83(1992)-  31 40 08.09986(N)    093 36 16.01277(W)     ADJUSTED  
 BX3024* NAVD 88     -        86.5    (meters)     284.     (feet)  VERTCON   
 BX3024  ___________________________________________________________________
 BX3024  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 BX3024  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BX3024
 BX3024  HORZ ORDER  -  SECOND
 BX3024
 BX3024.The horizontal coordinates were established by classical geodetic methods
 BX3024.and adjusted by the National Geodetic Survey in January 1993..
 BX3024
 BX3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3024
 BX3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3024
 BX3024.The geoid height was determined by GEOID03.
 BX3024
 BX3024;                    North         East     Units Scale Factor Converg.
 BX3024;SPC LA N     -   130,137.301   895,273.730   MT  0.99992411   -0 35 02.1
 BX3024;SPC LA N     -   426,958.80  2,937,243.90   sFT  0.99992411   -0 35 02.1
 BX3024;UTM  15      - 3,503,897.237   442,701.973   MT  0.99964049   -0 19 02.5
 BX3024
 BX3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3024!SPC LA N     -   0.99999056  x   0.99992411  =   0.99991467
 BX3024!UTM  15      -   0.99999056  x   0.99964049  =   0.99963105
 BX3024
 BX3024:                Primary Azimuth Mark                     Grid Az
 BX3024:SPC LA N     -  CHAMP AZ MK                              002 46 32.2
 BX3024:UTM  15      -  CHAMP AZ MK                              002 30 32.6
 BX3024
 BX3024|---------------------------------------------------------------------|
 BX3024| PID    Reference Object                     Distance      Geod. Az  |
 BX3024|                                                           dddmmss.s |
 BX3024| CV8242 CHAMP AZ MK                                        0021130.1 |
 BX3024| CV8243 CHAMP RM 1                           18.316 METERS 02335     |
 BX3024| BX3022 SABINE                              APPROX. 6.1 KM 1173732.7 |
 BX3024| BX3023 CHAMP LDH 1971 RM 2                   7.718 METERS 16204     |
 BX3024|---------------------------------------------------------------------|
 BX3024
 BX3024                          SUPERSEDED SURVEY CONTROL
 BX3024
 BX3024  NAD 83(1986)-  31 40 08.10839(N)    093 36 16.00835(W) AD(       ) 2
 BX3024  NAD 27      -  31 40 07.48762(N)    093 36 15.36310(W) AD(       ) 2
 BX3024  NGVD 29 (07/19/86)   86.6    (m)          284.     (f) VERT ANG       
 BX3024
 BX3024.Superseded values are not recommended for survey control.
 BX3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3024.See file dsdata.txt to determine how the superseded data were derived.
 BX3024
 BX3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR4270203897(NAD 83)
 BX3024_MARKER: DD = SURVEY DISK
 BX3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3024
 BX3024  HISTORY     - Date     Condition        Report By
 BX3024  HISTORY     - 1971     MONUMENTED       LADH
 BX3024  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3024
 BX3024                          STATION DESCRIPTION
 BX3024
 BX3024'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX3024'THE STATION IS LOCATED 3.5 MILES NORTHEAST OF ZWOLLE, 4 MILES
 BX3024'SOUTHEAST OF NOBLE AND 10 MILES NORTHWEST OF MANY, IN THE NORTHWEST
 BX3024'1/4 OF SECTION 21, T8N, R12W, AND ON THE PROPERTY OWNED BY W. C.
 BX3024'CHAMPION ADDRESS ROUTE 1 BOX 61, ZWOLLE, LOUISIANA.
 BX3024'
 BX3024'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE
 BX3024'HIGHWAY 120 IN ZWOLLE, DRIVE NORTH AND EAST ALONG STATE HIGHWAY 120
 BX3024'FOR 3.5 MILES TO A DIRT ROAD ON THE RIGHT, TURN RIGHT ON THE DIRT
 BX3024'ROAD AND GO SOUTHEAST FOR 0.2 MILE TO THE CHAMPION HOUSE ON THE
 BX3024'RIGHT.  THE STATION IS SET IN FRONT OF THE HOUSE NEAR A FENCE.
 BX3024'
 BX3024'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE BACK OUT THE DIRT
 BX3024'ROAD TO STATE HIGHWAY 120.  THE MARK IS SET DIRECTLY ACROSS THE
 BX3024'HIGHWAY NEAR A POWER POLE.
 BX3024'
 BX3024'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3024'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3024'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3024'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3024'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3024'STAMPED CHAMP 1971.  THE MARK IS 63 FEET NORTH-NORTHEAST OF A 40
 BX3024'INCH OAK TREE, 61 FEET NORTHEAST OF A METAL GATE, 28 FEET WEST
 BX3024'OF A FENCE, 26 FEET SOUTH OF A POWER POLE, AND 26 FEET SOUTH OF
 BX3024'A METAL WITNESS POST AND SIGN.
 BX3024'
 BX3024'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3024'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3024'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3024'STAMPED CHAMP R. M. 1 1971.  IT IS 46 FEET EAST-SOUTHEAST OF A 10
 BX3024'INCH PINE TREE, 35 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 BX3024'AND SIGN, 34 FEET NORTH-NORTHEAST OF A POWER POLE, 31 FEET EAST OF
 BX3024'THE CENTER OF A DIRT LANE, AND 2.5 FEET WEST OF A FENCE.
 BX3024'
 BX3024'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3024'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3024'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3024'STAMPED CHAMP R. M. 2 1971.  IT IS 61 FEET NORTH-NORTHWEST OF A 26
 BX3024'INCH PINE TREE, 53 FEET NORTHEAST OF A 40 INCH OAK TREE, 49 FEET
 BX3024'SOUTH OF A METAL WITNESS POST AND SIGN, AND 20 FEET WEST OF A FENCE.
 BX3024'
 BX3024'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3024'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3024'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3024'STAMPED CHAMP AZ. MK. 1971.  IT IS 48 FEET EAST-NORTHEAST OF THE
 BX3024'CENTER OF A WOODS ROAD, 40 FEET NORTHEAST OF THE EAST END OF A
 BX3024'CONCRETE CULVERT.  31 FEET NORTHWEST OF THE CENTER OF STATE
 BX3024'HIGHWAY 120, 5 FEET WEST OF A POWER POLE, AND 3 FEET NORTHEAST OF
 BX3024'A METAL WITNESS POST AND SIGN.
 BX3024'
 BX3024'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX3024
 BX3024                          STATION RECOVERY (2001)
 BX3024
 BX3024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3024'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2933 ***********************************************************************
 AU2933  DESIGNATION -  CHAMPAGNE 2 1911
 AU2933  PID         -  AU2933
 AU2933  STATE/COUNTY-  LA/JEFFERSON
 AU2933  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2933
 AU2933                         *CURRENT SURVEY CONTROL
 AU2933  ___________________________________________________________________
 AU2933* NAD 83(1992)-  29 19 31.06663(N)    090 00 07.69883(W)     ADJUSTED  
 AU2933* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2933  **This station is located in a subsidence area (see below).
 AU2933  ___________________________________________________________________
 AU2933  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AU2933  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AU2933
 AU2933  HORZ ORDER  -  SECOND
 AU2933
 AU2933.The horizontal coordinates were established by classical geodetic methods
 AU2933.and adjusted by the National Geodetic Survey in January 1993..
 AU2933
 AU2933 ** The orthometric height has not been validated since last determined
 AU2933 ** by differential leveling and should not be used for control purposes.
 AU2933 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2933 ** area with valid NAVD 88 orthometric heights.
 AU2933 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2933 ** epoch indicated which incorporates improved geoid heights for the
 AU2933 ** Southern Louisiana Subsidence area.
 AU2933 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2933.The orthometric height was scaled from a topographic map.
 AU2933
 AU2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2933
 AU2933.The geoid height was determined by GEOID03.
 AU2933
 AU2933;                    North         East     Units Scale Factor Converg.
 AU2933;SPC LA S     -    92,232.555 1,129,298.374   MT  0.99999474   +0 39 56.2
 AU2933;SPC LA S     -   302,599.64  3,705,039.75   sFT  0.99999474   +0 39 56.2
 AU2933;UTM  15      - 3,247,759.089   791,142.199   MT  1.00064607   +1 28 09.4
 AU2933;UTM  16      - 3,247,769.756   208,442.221   MT  1.00064906   -1 28 17.0
 AU2933
 AU2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2933!SPC LA S     -   1.00000379  x   0.99999474  =   0.99999853
 AU2933!UTM  15      -   1.00000379  x   1.00064607  =   1.00064987
 AU2933!UTM  16      -   1.00000379  x   1.00064906  =   1.00065286
 AU2933
 AU2933:                Primary Azimuth Mark                     Grid Az
 AU2933:SPC LA S     -  SHELL                                    064 42 53.8
 AU2933:UTM  15      -  SHELL                                    063 54 40.6
 AU2933:UTM  16      -  SHELL                                    066 51 07.0
 AU2933
 AU2933|---------------------------------------------------------------------|
 AU2933| PID    Reference Object                     Distance      Geod. Az  |
 AU2933|                                                           dddmmss.s |
 AU2933| AT1225 SHELL                               APPROX. 5.6 KM 0652250.0 |
 AU2933| AT1226 SHELL ISLAND LIGHT                  APPROX. 6.3 KM 0702141.0 |
 AU2933| AT1216 INDEPENDENCE ISLAND HOUSE           APPROX. 6.6 KM 1050638.8 |
 AU2933| AT1209 BAYOU REGAULT LIGHT                 APPROX. 7.7 KM 1495317.4 |
 AU2933|---------------------------------------------------------------------|
 AU2933
 AU2933                          SUPERSEDED SURVEY CONTROL
 AU2933
 AU2933  NAD 83(1986)-  29 19 31.08025(N)    090 00 07.70757(W) AD(       ) 2
 AU2933  NAD 27      -  29 19 30.27600(N)    090 00 07.44600(W) AD(       ) 2
 AU2933
 AU2933.Superseded values are not recommended for survey control.
 AU2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2933.See file dsdata.txt to determine how the superseded data were derived.
 AU2933
 AU2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN9114247759(NAD 83)
 AU2933_MARKER: DS = TRIANGULATION STATION DISK
 AU2933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2933_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU2933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2933
 AU2933  HISTORY     - Date     Condition        Report By
 AU2933  HISTORY     - 1911     MONUMENTED       CGS
 AU2933  HISTORY     - 1933     MARK NOT FOUND   CGS
 AU2933  HISTORY     - 1953     MARK NOT FOUND   CGS
 AU2933
 AU2933                          STATION DESCRIPTION
 AU2933
 AU2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (ES)
 AU2933'AT THE N END OF BAY DES ILETTES, ON AN ISLAND ON THE S SIDE OF
 AU2933'WEST CHAMPAGNE BAY.  THE STATION WAS DESCRIBED AS BEING
 AU2933'ON THE WESTERN END OF THE ISLAND AND 20 METERS (65 FEET) FROM
 AU2933'ITS N SHORE.  THE STATION IS MARKED BY A GALVANIZED IRON PIPE
 AU2933'1-1/4 INCHES IN DIAMETER AND 10 FEET LONG, DRIVEN INTO THE
 AU2933'MARSH, WITH ITS TOP 10 INCHES ABOVE THE SURFACE.  A COPPER
 AU2933'DISK TRIANGULATION STATION MARK IS FASTENED IN THE PIPE AND
 AU2933'THE PIPE SURROUNDED WITH CONCRETE UP EVEN WITH THE COPPER
 AU2933'DISK.  REFERENCE MARK NO. 1, A GALVANIZED IRON PIPE 1-1/4
 AU2933'INCHES IN DIAMETER, DRIVEN INTO THE MARSH AND ORIGINALLY
 AU2933'PROJECTING 3 FEET ABOVE THE SURFACE, IS 10.02 METERS (32.9
 AU2933'FEET) FROM THE STATION S 5 DEG 16 MIN W.  IN 1927
 AU2933'THIS MARK WAS REPORTED AS BROKEN OFF, WITH JUST A STUB
 AU2933'PROJECTING ABOVE THE SURFACE.  REFERENCE MARK NO. 2 (SET IN
 AU2933'1927), A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 AU2933'TOP OF A TILE PROJECTS 8 INCHES
 AU2933'ABOVE THE SURFACE AND IS 33.05 METERS (108.4 FEET) FROM THE
 AU2933'STATION S 44 DEG 03 MIN E.  REFERENCE MARK NO. 3 (SET
 AU2933'IN 1927), A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 AU2933'TOP OF A TILE PROJECTS 8 INCHES
 AU2933'ABOVE THE SURFACE AND IS 16.55 METERS (54.3 FEET) FROM
 AU2933'THE STATION S 49 DEG 51 MIN W.
 AU2933
 AU2933                          STATION RECOVERY (1933)
 AU2933
 AU2933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AU2933'THIS STATION WAS REPORTED AS PROBABLY LOST, MUCH OF THE ISLAND
 AU2933'HAVING BEEN WASHED AWAY.
 AU2933
 AU2933                          STATION RECOVERY (1953)
 AU2933
 AU2933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2933'STATION IS LOST.  BEACH EROSION HAS PROGRESSED TO SUCH AN EXTENT
 AU2933'THAT THE POSITION OF THIS STATION IS WELL OFFSHORE.  THE 1933
 AU2933'RECOVERY NOTE IS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1220 ***********************************************************************
 AT1220  DESIGNATION -  CHAMPAGNE 3
 AT1220  PID         -  AT1220
 AT1220  STATE/COUNTY-  LA/JEFFERSON
 AT1220  USGS QUAD   -  BARATARIA PASS (1993)
 AT1220
 AT1220                         *CURRENT SURVEY CONTROL
 AT1220  ___________________________________________________________________
 AT1220* NAD 83(1992)-  29 19 40.25233(N)    089 59 42.01282(W)     ADJUSTED  
 AT1220* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AT1220  **This station is located in a subsidence area (see below).
 AT1220  ___________________________________________________________________
 AT1220  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AT1220  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AT1220
 AT1220  HORZ ORDER  -  SECOND
 AT1220
 AT1220.The horizontal coordinates were established by classical geodetic methods
 AT1220.and adjusted by the National Geodetic Survey in January 1993..
 AT1220
 AT1220 ** The orthometric height has not been validated since last determined
 AT1220 ** by differential leveling and should not be used for control purposes.
 AT1220 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1220 ** area with valid NAVD 88 orthometric heights.
 AT1220 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1220 ** epoch indicated which incorporates improved geoid heights for the
 AT1220 ** Southern Louisiana Subsidence area.
 AT1220 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1220.The orthometric height was scaled from a topographic map.
 AT1220
 AT1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1220
 AT1220.The geoid height was determined by GEOID03.
 AT1220
 AT1220;                    North         East     Units Scale Factor Converg.
 AT1220;SPC LA S     -    92,523.427 1,129,988.059   MT  0.99999422   +0 40 09.1
 AT1220;SPC LA S     -   303,553.94  3,707,302.49   sFT  0.99999422   +0 40 09.1
 AT1220;UTM  16      - 3,248,034.880   209,142.730   MT  1.00064403   -1 28 04.8
 AT1220;UTM  15      - 3,248,059.803   791,828.185   MT  1.00065101   +1 28 22.5
 AT1220
 AT1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1220!SPC LA S     -   1.00000380  x   0.99999422  =   0.99999802
 AT1220!UTM  16      -   1.00000380  x   1.00064403  =   1.00064783
 AT1220!UTM  15      -   1.00000380  x   1.00065101  =   1.00065481
 AT1220
 AT1220|---------------------------------------------------------------------|
 AT1220| PID    Reference Object                     Distance      Geod. Az  |
 AT1220|                                                           dddmmss.s |
 AT1220| DD6513 CHAMPAGNE 3 RM 1                     20.434 METERS 03230     |
 AT1220| AT1226 SHELL ISLAND LIGHT                  APPROX. 5.6 KM 0704231.2 |
 AT1220| AT1224 END                                 APPROX.10.6 KM 0745243.8 |
 AT1220| AT1223 FOUR BAYOU CUT OFF LIGHT            APPROX.11.6 KM 0860238.9 |
 AT1220| AT1219 BRD                                 APPROX. 4.2 KM 0891918.5 |
 AT1220| AT1218 MAG                                 APPROX. 9.1 KM 0932941.5 |
 AT1220| DD6514 CHAMPAGNE 3 RM 2                     19.519 METERS 10118     |
 AT1220| AT1201 RED                                 APPROX. 4.6 KM 1343937.6 |
 AT1220| AT1209 BAYOU REGAULT LIGHT                 APPROX. 7.7 KM 1552605.4 |
 AT1220| AU2921 BOUR                                APPROX. 7.8 KM 2393748.3 |
 AT1220|---------------------------------------------------------------------|
 AT1220
 AT1220                          SUPERSEDED SURVEY CONTROL
 AT1220
 AT1220  NAD 83(1986)-  29 19 40.26584(N)    089 59 42.02155(W) AD(       ) 2
 AT1220  NAD 27      -  29 19 39.45600(N)    089 59 41.76200(W) AD(       ) 2
 AT1220
 AT1220.Superseded values are not recommended for survey control.
 AT1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1220.See file dsdata.txt to determine how the superseded data were derived.
 AT1220
 AT1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT0914348035(NAD 83)
 AT1220_MARKER: DS = TRIANGULATION STATION DISK
 AT1220_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1220_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1220
 AT1220  HISTORY     - Date     Condition        Report By
 AT1220  HISTORY     - 1934     MONUMENTED       CGS
 AT1220  HISTORY     - 1940     GOOD             SHELL
 AT1220  HISTORY     - 1952     SEE DESCRIPTION  ATRECO
 AT1220  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT1220  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1220
 AT1220                          STATION DESCRIPTION
 AT1220
 AT1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1220'AT THE NORTHERN
 AT1220'END OF BAY DES
 AT1220'ILETTES, ON THE WESTERNMOST POINT OF A SMALL
 AT1220'MANGROVE-COVERED ISLAND (BOUNDED
 AT1220'ON THE NW BY WEST CHAMPANGE BAY,
 AT1220'ON THE NE BY CHAMPAGNE BAY AND ON THE S BY BAY DES
 AT1220'ILETTES)
 AT1220'APPROXIMATELY 500 METERS (1,640 FEET) W OF A NARROW CUT BETWEEN
 AT1220'CHAMPAGNE BAY AND
 AT1220'BAY DES ILETTES, 19 METERS (60 FEET) E OF THE
 AT1220'POINT OF THE ISLAND, AND 15 METERS
 AT1220'(50 FEET) N OF THE NEAREST
 AT1220'HIGH-WATER LINE.  STATION AND REFERENCE MARKS ARE
 AT1220'STANDARD BRONZE
 AT1220'DISKS SET IN CONCRETE IN THE TOP OF TILES.
 AT1220'REFERENCE MARK NO. 1 IS 20.434 METERS (67.04 FEET)
 AT1220'FROM THE STATION N 32 DEG 30 MIN W.
 AT1220'REFERENCE MARK NO. 2 IS
 AT1220'19.519 METERS (64.04 FEET) FROM THE STATION IN
 AT1220'S 78 DEG 42 MIN E.
 AT1220
 AT1220                          STATION RECOVERY (1940)
 AT1220
 AT1220'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AT1220'RECOVERED IN GOOD CONDITION.
 AT1220'
 AT1220'PART OF THE ORIGINAL DESCRIPTION CALLS FOR THE STATION TO BE
 AT1220'62 FEET E OF THE
 AT1220'POINT OF THE ISLAND AND 49 FEET N OF THE NEAREST
 AT1220'HIGH-WATER LINE.  AT THE PRESENT
 AT1220'TIME THE STATION IS 30 FEET E OF
 AT1220'THE POINT AND 24 FEET N OF THE NEAREST HIGH-WATER LINE.
 AT1220'
 AT1220'THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION,
 AT1220'AND THE DISTANCES TO THEM WERE VERIFIED.
 AT1220
 AT1220                          STATION RECOVERY (1952)
 AT1220
 AT1220'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1952 (RAW)
 AT1220'LETTER FROM MR. R.A. WATERHOUSE, ASSISTANT CHIEF SURVEYOR, THE
 AT1220'ATLANTIC REFINING
 AT1220'COMPANY, DALLAS, TEXAS, DATED APRIL 29, 1952-
 AT1220'
 AT1220'STATION AND REFERENCE MARK 1 WERE RECOVERED UNDER APPROXIMATELY
 AT1220'3 FEET OF WATER.
 AT1220
 AT1220                          STATION RECOVERY (1952)
 AT1220
 AT1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (APL)
 AT1220'A THOROUGH SEARCH
 AT1220'OF THE AREA BY TWO
 AT1220'MEN FOR 1-1/2 HRS. FAILED TO REVEAL ANY TRACE
 AT1220'OF THE STATION OF REFERENCE MARK 2.
 AT1220'REFERENCE MARK 1 (WHICH WAS
 AT1220'THE FARTHEST INSHORE) WAS FOUND LYING ON ITS SIDE IN
 AT1220'THE WATER,
 AT1220'AND ITS DISK WAS REMOVED.  DUE TO EXTENSIVE SHORELINE EROSION IN
 AT1220'THIS AREA, IT IS
 AT1220'SUGGESTED THAT THE STATION AND REFERENCE MARKS BE
 AT1220'CONSIDERED LOST.
 AT1220
 AT1220                          STATION RECOVERY (1965)
 AT1220
 AT1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1220'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 AT1220'MUCH OF THE ISLAND
 AT1220'HAS WASHED AWAY AND IT APPEARS THAT THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2625 ***********************************************************************
 AU2625  DESIGNATION -  CHAMPLAIN
 AU2625  PID         -  AU2625
 AU2625  STATE/COUNTY-  LA/VERMILION
 AU2625  USGS QUAD   -  TIGRE LAGOON (1994)
 AU2625
 AU2625                         *CURRENT SURVEY CONTROL
 AU2625  ___________________________________________________________________
 AU2625* NAD 83(1992)-  29 47 50.69461(N)    091 58 51.71277(W)     ADJUSTED  
 AU2625* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AU2625  **This station is located in a subsidence area (see below).
 AU2625  ___________________________________________________________________
 AU2625  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2625  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AU2625
 AU2625  HORZ ORDER  -  SECOND
 AU2625
 AU2625.The horizontal coordinates were established by classical geodetic methods
 AU2625.and adjusted by the National Geodetic Survey in January 1993..
 AU2625
 AU2625 ** The orthometric height has not been validated since last determined
 AU2625 ** by differential leveling and should not be used for control purposes.
 AU2625 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2625 ** area with valid NAVD 88 orthometric heights.
 AU2625 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2625 ** epoch indicated which incorporates improved geoid heights for the
 AU2625 ** Southern Louisiana Subsidence area.
 AU2625 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2625
 AU2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2625
 AU2625.The geoid height was determined by GEOID03.
 AU2625
 AU2625;                    North         East     Units Scale Factor Converg.
 AU2625;SPC LA S     -   143,988.320   937,384.080   MT  0.99993201   -0 19 25.9
 AU2625;SPC LA S     -   472,401.68  3,075,400.94   sFT  0.99993201   -0 19 25.9
 AU2625;UTM  15      - 3,296,772.848   598,478.815   MT  0.99971965   +0 30 23.0
 AU2625
 AU2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2625!SPC LA S     -   1.00000395  x   0.99993201  =   0.99993596
 AU2625!UTM  15      -   1.00000395  x   0.99971965  =   0.99972360
 AU2625
 AU2625:                Primary Azimuth Mark                     Grid Az
 AU2625:SPC LA S     -  AVERY ISLAND SALT WORKS TANK             032 50 47.3
 AU2625:UTM  15      -  AVERY ISLAND SALT WORKS TANK             032 00 58.4
 AU2625
 AU2625|---------------------------------------------------------------------|
 AU2625| PID    Reference Object                     Distance      Geod. Az  |
 AU2625|                                                           dddmmss.s |
 AU2625| AU2630 AVERY ISLAND SALT WORKS TANK        APPROX.12.8 KM 0323121.4 |
 AU2625| AU2616 CLUB HOUSE CHIMNEY                  APPROX.14.7 KM 0800750.1 |
 AU2625| AU1797 WEEKS 2                             APPROX.16.9 KM 0862358.3 |
 AU2625| AU2624 WEEKS IS MYLES SALT WKS TK          APPROX.16.6 KM 0864120.0 |
 AU2625| AU2617 CYPREMORT PLANTATION STK            APPROX.20.2 KM 0970303.6 |
 AU2625| CV9676 CHAMPLAIN RM 2                       31.166 METERS 22512     |
 AU2625| AU2628 CHAMPLAIN RM 3                       37.903 METERS 27743     |
 AU2625| CV9675 CHAMPLAIN RM 1                       28.560 METERS 32012     |
 AU2625|---------------------------------------------------------------------|
 AU2625
 AU2625                          SUPERSEDED SURVEY CONTROL
 AU2625
 AU2625  NAD 83(1986)-  29 47 50.71517(N)    091 58 51.70584(W) AD(       ) 2
 AU2625  NAD 27      -  29 47 49.96600(N)    091 58 51.26600(W) AD(       ) 2
 AU2625  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AU2625
 AU2625.Superseded values are not recommended for survey control.
 AU2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2625.See file dsdata.txt to determine how the superseded data were derived.
 AU2625
 AU2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9847996773(NAD 83)
 AU2625_MARKER: DS = TRIANGULATION STATION DISK
 AU2625_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2625_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2625
 AU2625  HISTORY     - Date     Condition        Report By
 AU2625  HISTORY     - 1933     MONUMENTED       CGS
 AU2625  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU2625  HISTORY     - 1948     GOOD             CGS
 AU2625  HISTORY     - 1966     GOOD             CGS
 AU2625  HISTORY     - 1974     GOOD             NGS
 AU2625
 AU2625                          STATION DESCRIPTION
 AU2625
 AU2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2625'STATION IS ON THE N SHORE OF VERMILION BAY, 10.5 MILES W OF
 AU2625'WEEKS ISLAND, ON A POINT LOCALLY KNOWN AS CHAMPLAIN POINT,
 AU2625'IN SOFT MARSH, BACK OF A MUD BEACH, 250 METERS (820 FEET)
 AU2625'W OF THE POINT, AND 90 METERS (300 FEET) N OF THE BEACH.
 AU2625'
 AU2625'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2625'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2625'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2625'DRIVEN INTO THE MARSH.
 AU2625'
 AU2625'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2625'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE
 AU2625'TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 28.750
 AU2625'METERS (94.32 FEET) FROM THE STATION N 39 DEG 49 MIN W.
 AU2625'
 AU2625'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2625'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP OF A
 AU2625'LONG PILE DRIVEN INTO THE MARSH, AND IS 31.200 METERS (102.36
 AU2625'FEET) FROM THE STATION S 45 DEG 11 MIN W.
 AU2625'
 AU2625'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2625
 AU2625                          STATION RECOVERY (1947)
 AU2625
 AU2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2625'STATION NOT RECOVERED.  A SEARCH WAS MADE OF THE VICINITY
 AU2625'BUT DUE TO THE EXTREMELY HEAVY MARSH GRASS THE MARK COULD
 AU2625'NOT BE FOUND.  IT IS BELIEVED THAT THE STATION STILL EXISTS
 AU2625'BUT COULD BE FOUND ONLY BY EXTENSIVE SURVEY METHODS.
 AU2625
 AU2625                          STATION RECOVERY (1948)
 AU2625
 AU2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2625'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 AU2625'
 AU2625'THE STATION IS LOCATED ON THE N SHORE OF VERMILION BAY,
 AU2625'10.5 MILES W OF WEEKS ISLAND, ON A POINT KNOWN LOCALLY AS
 AU2625'CHAMPLAIN POINT, IN SOFT MARSH, BACK OF A MUD BEACH, ABOUT
 AU2625'2000 FEET W OF THE POINT, AND 140 FEET N OF THE BEACH.  THE
 AU2625'DISTANCE AND DIRECTION FROM AVERY ISLAND W. T. 1931 TO A SMALL
 AU2625'POND N OF THE STATION IS 1227 FEET AND 301 DEG 12 MIN 10 SEC.
 AU2625'A 2-INCH IRON PIPE WAS DRIVEN INTO THE MARSH BESIDE THE STATION
 AU2625'AND LEFT PROJECTING 6 FEET.
 AU2625'
 AU2625'THE STATION IS MARKED BY A BRONZE DISK SET IN CONCRETE AT
 AU2625'THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2625'OF CONCRETE TO THE UPPER END OF A LONG PILE DRIVEN INTO THE
 AU2625'MARSH.  THE DISK IS STAMPED CHAMPLAIN 1933.
 AU2625'
 AU2625'AT THE TIME OF RECOVERY, THE STATION WAS COVERED 3 INCHES
 AU2625'BY SILT WASHED IN FROM THE BAY.
 AU2625'
 AU2625'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND
 AU2625'THE DISTANCES TO THEM WERE VERIFIED.
 AU2625
 AU2625                          STATION RECOVERY (1966)
 AU2625
 AU2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2625'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2625'STATION MARK IS ABOUT 4 INCHES BELOW THE HARD MARSH AND
 AU2625'THERE IS A GOOD STAND MADE OF CREOSOTED WOOD PILINGS IN PLACE
 AU2625'OVER THE MARK.  REFERENCE MARK 1 IS FLUSH WITH THE MARSH.
 AU2625'REFERENCE MARK 2 IS 2 INCHES BELOW THE SURFACE OF THE MARHS
 AU2625'AND A METAL WITNESS POST WAS SET AT THIS MARK.
 AU2625'
 AU2625'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION
 AU2625'IS NOW ONLY 60 FEET NORTH OF THE SHORE.
 AU2625
 AU2625                          STATION RECOVERY (1974)
 AU2625
 AU2625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU2625'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AU2625'CONDITION.  THE STATION IS ABOUT 6 FEET INSIDE THE HIGH TIDE
 AU2625'WATER MARK.  REFERENCE MARKS 1 AND 2 ARE ABOUT 10 INCHES
 AU2625'BELOW THE GROUND SURFACE.  THE OBSERVED ANGLE BETWEEN REFERENCE
 AU2625'MARKS 1 AND 2 CHECKED WITHIN 49 SECONDS.  THE DISTANCE TO
 AU2625'REFERENCE MARK 1 WAS FOUND SHORTER BY 0.010 METERS AND THE
 AU2625'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.034 METERS.
 AU2625'DUE TO THE LOCATION OF THE STATION A REFERENCE MARK 3 WAS
 AU2625'ESTABLISHED AT THIS TIME AND OCCUPIED.  A COMPLETE NEW
 AU2625'DESCRIPTION FOLLOWS.
 AU2625'
 AU2625'STATION IS ABOUT 10-1/2 MILES WEST OF WEEKS ISLAND, 10 MILES
 AU2625'EAST OF INTRACOASTAL CITY, 3-1/2 MILES EAST-NORTHEAST OF
 AU2625'THE MOUTH OF THE BOSTON BAYOU CANAL, 2 MILES SOUTH OF THE
 AU2625'INTRACOASTAL WATERWAY, 1/4 MILE WEST OF CHAMPLAIN POINT, ON
 AU2625'THE NORTH SHORE OF VERMILION BAY AND ON PROPERTY OWNED BY
 AU2625'MR ARISTIDE BROUSSARD ESTATE IN CARE OF MR L.M. BROUSSARD,
 AU2625'ROUTE 3 BOX 222, ABBEVILLE, LOUISIANA, PHONE NUMBER 893-3768.
 AU2625'
 AU2625'THE STATION WAS REACHED BY HELICOPTER FROM INTRACOASTAL CITY BY
 AU2625'FLYING DUE EAST FOR ABOUT 8 MINUTES TO CHAMPLAIN POINT AND
 AU2625'THE STATION AS DESCRIBED.
 AU2625'
 AU2625'STATION MARK, STAMPED CHAMPLAIN 1933, IS A STANDARD STATION
 AU2625'MARK DISK SET IN TOP OF A ROUND CONCRETE POST WHICH IS FASTENED
 AU2625'BY A MASS OF CONCRETE TO A LONG WOODEN PILE DRIVEN INTO THE
 AU2625'MARSH.  THE MARK PROJECTS ABOUT 6 INCHES AND IS INSIDE THE
 AU2625'HIGH TIDE WATER MARK.  IT IS 27 FEET SOUTHEAST OF THE NORTHERLY
 AU2625'MOST HIGH TIDE WATER MARK AND 6 FEET SOUTH-SOUTHEAST OF A
 AU2625'METAL WITNESS POST AND HIGH TIDE WATER MARK.
 AU2625'
 AU2625'REFERENCE MARK 1, STAMPED NO 1, IS A STANDARD DISK SET IN THE
 AU2625'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP OF A
 AU2625'LONG WOODEN PILE DRIVEN INTO THE MARSH AND IS ABOUT 10 INCHES
 AU2625'BELOW THE GROUND SURFACE.  IT IS 74 FEET NORTH-NORTHWEST
 AU2625'OF THE NORTHERLY MOST HIGH TIDE WATER MARK AND 0.5 FOOT EAST
 AU2625'OF A METAL WITNESS POST.
 AU2625'
 AU2625'REFERENCE MARK 2, STAMPED NO 2, IS A STANDARD DISK SET IN THE
 AU2625'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2625'OF A LONG WOODEN PILE DRIVEN INTO THE MARSH AND IS ABOUT
 AU2625'10 INCHES BELOW THE GROUND SURFACE.  IT IS 93 FEET SOUTHWEST
 AU2625'OF THE MOST NORTHERLY HIGH TIDE WATER MARK, 20 FEET NORTH OF A
 AU2625'HIGH TIDE WATER MARK AND 0.5 FOOT EAST OF A METAL WITNESS
 AU2625'POST.
 AU2625'
 AU2625'REFERENCE MARK 3, STAMPED CHAMPLAIN 1933 NO 3 1973, IS A
 AU2625'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 AU2625'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 96 FEET NORTHWEST OF THE
 AU2625'NORTHERLY MOST HIGH TIDE WATER MARK AND 2.5 FEET NORTHWEST
 AU2625'OF A METAL WITNESS POST.
 AU2625'
 AU2625'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2625'
 AU2625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 AU2625'EAST OF INTRACOASTAL CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2628 ***********************************************************************
 AU2628  DESIGNATION -  CHAMPLAIN RM 3
 AU2628  PID         -  AU2628
 AU2628  STATE/COUNTY-  LA/VERMILION
 AU2628  USGS QUAD   -  TIGRE LAGOON (1994)
 AU2628
 AU2628                         *CURRENT SURVEY CONTROL
 AU2628  ___________________________________________________________________
 AU2628* NAD 83(1992)-  29 47 50.85978(N)    091 58 53.11135(W)     ADJUSTED  
 AU2628* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 AU2628  **This station is located in a subsidence area (see below).
 AU2628  ___________________________________________________________________
 AU2628  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2628  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AU2628
 AU2628  HORZ ORDER  -  FIRST
 AU2628
 AU2628.The horizontal coordinates were established by classical geodetic methods
 AU2628.and adjusted by the National Geodetic Survey in January 1993..
 AU2628
 AU2628 ** The orthometric height has not been validated since last determined
 AU2628 ** by differential leveling and should not be used for control purposes.
 AU2628 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2628 ** area with valid NAVD 88 orthometric heights.
 AU2628 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2628 ** epoch indicated which incorporates improved geoid heights for the
 AU2628 ** Southern Louisiana Subsidence area.
 AU2628 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2628
 AU2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2628
 AU2628.The geoid height was determined by GEOID03.
 AU2628
 AU2628;                    North         East     Units Scale Factor Converg.
 AU2628;SPC LA S     -   143,993.618   937,346.551   MT  0.99993201   -0 19 26.6
 AU2628;SPC LA S     -   472,419.06  3,075,277.81   sFT  0.99993201   -0 19 26.6
 AU2628;UTM  15      - 3,296,777.600   598,441.222   MT  0.99971956   +0 30 22.4
 AU2628
 AU2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2628!SPC LA S     -   1.00000391  x   0.99993201  =   0.99993592
 AU2628!UTM  15      -   1.00000391  x   0.99971956  =   0.99972347
 AU2628
 AU2628|---------------------------------------------------------------------|
 AU2628| PID    Reference Object                     Distance      Geod. Az  |
 AU2628|                                                           dddmmss.s |
 AU2628| CV9675 CHAMPLAIN RM 1                       25.619 METERS 04849     |
 AU2628| AU2625 CHAMPLAIN                            37.903 METERS 09743     |
 AU2628| CV9676 CHAMPLAIN RM 2                       31.157 METERS 15016     |
 AU2628| AV0609 JEFF 2                              APPROX.10.7 KM 2464225.7 |
 AU2628|---------------------------------------------------------------------|
 AU2628
 AU2628                          SUPERSEDED SURVEY CONTROL
 AU2628
 AU2628  NAD 83(1986)-  29 47 50.88033(N)    091 58 53.10435(W) AD(       ) 1
 AU2628  NAD 27      -  29 47 50.13111(N)    091 58 52.66453(W) AD(       ) 1
 AU2628  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 AU2628
 AU2628.Superseded values are not recommended for survey control.
 AU2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2628.See file dsdata.txt to determine how the superseded data were derived.
 AU2628
 AU2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9844196778(NAD 83)
 AU2628_MARKER: DS = TRIANGULATION STATION DISK
 AU2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2628
 AU2628  HISTORY     - Date     Condition        Report By
 AU2628  HISTORY     - 1974     MONUMENTED       NGS
 AU2628
 AU2628                          STATION DESCRIPTION
 AU2628
 AU2628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU2628'STATION IS ABOUT 10-1/2 MILES WEST OF WEEKS ISLAND, 10 MILES EAST
 AU2628'OF INTRACOASTAL CITY, 3-1/2 MILES EAST-NORTHEAST OF THE MOUTH OF THE
 AU2628'BOSTON BAYOU CANAL, 2 MILES SOUTH OF THE INTRACOASTAL CANAL, 1/4
 AU2628'MILE WEST OF CHAMPLAIN POINT, ON THE NORTH SHORE OF VERMILION BAY
 AU2628'AND ON PROPERTY OWNED BY MR ARISTIDE BROUSSARD ESTATE IN CARE OF
 AU2628'MR L. M.  BROUSSARD, ROUTE 3 BOX 222, ABBEVILLE, LOUISIANA, PHONE
 AU2628'NUMBER 893-3768.
 AU2628'
 AU2628'THE STATION WAS REACHED BY HELICOPTER FROM INTRACOASTAL CITY BY
 AU2628'FLYING DUE EAST FOR ABOUT 8 MINUTES TO CHAMPLAIN POINT AND THE
 AU2628'STATION AS DESCRIBED.
 AU2628'
 AU2628'STATION MARK, STAMPED CHAMPLAIN 1933 NO 3 1973, IS A STANDARD
 AU2628'REFERENCE MARK DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 AU2628'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 96 FEET NORTHWEST OF THE
 AU2628'NORTHERLY MOST HIGH TIDE WATER MARK AND 2.5 FEET NORTHWEST OF A
 AU2628'METAL WITNESS POST.
 AU2628'
 AU2628'REFERENCE MARK 1, STAMPED NO 1, IS A STANDARD DISK SET IN THE CENTER
 AU2628'OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2628'WOODEN PILE DRIVEN INTO THE MARSH AND IS ABOUT 10 INCHES BELOW THE
 AU2628'GROUND SURFACE.  IT IS 74 FEET NORTH-NORTHWEST OF THE NORTHERLY
 AU2628'MOST HIGH TIDE WATER MARK AND 0.5 FOOT EAST OF A METAL WITNESS
 AU2628'POST.
 AU2628'
 AU2628'REFERENCE MARK 2, STAMPED NO 2, IS A STANDARD DISK SET IN THE CENTER
 AU2628'OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2628'WOODEN PILE DRIVEN INTO THE MARSH AND IS ABOUT 10 INCHES BELOW THE
 AU2628'GROUND SURFACE.  IT IS 93 FEET SOUTHWEST OF THE MOST NORTHERLY
 AU2628'HIGH TIDE WATER MARK, 20 FEET NORTH OF A HIGH TIDE WATER MARK
 AU2628'AND 0.5 FOOT EAST OF A METAL WITNESS POST.
 AU2628'
 AU2628'CHAMPLAIN, STAMPED CHAMPLAIN 1933, IS A STANDARD STATION MARK DISK
 AU2628'SET IN TOP OF A ROUND CONCRETE POST WHICH IS FASTENED BY A MASS OF
 AU2628'CONCRETE TO A LONG WOODEN PILE DRIVEN INTO THE MARSH.  THE MARK
 AU2628'PROJECTS ABOUT 6 INCHES AND IS INSIDE THE HIGH TIDE WATER MARK.
 AU2628'IT IS 27 FEET SOUTHEAST OF THE NORTHERLY MOST HIGH TIDE WATER MARK
 AU2628'AND 6 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND HIGH TIDE
 AU2628'WATER MARK.
 AU2628'
 AU2628'NOTE--REFERENCE MARK 3 WAS OCCUPIED BECAUSE CHAMPLAIN 1933 IS UNDER
 AU2628'WATER AT HIGH TIDE.
 AU2628'
 AU2628'NEAREST TOWN--INTRACOASTAL CITY.
 AU2628'
 AU2628'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0814 ***********************************************************************
 AV0814  DESIGNATION -  CHAN
 AV0814  PID         -  AV0814
 AV0814  STATE/COUNTY-  LA/CAMERON
 AV0814  USGS QUAD   -  CAMERON (1982)
 AV0814
 AV0814                         *CURRENT SURVEY CONTROL
 AV0814  ___________________________________________________________________
 AV0814* NAD 83(1992)-  29 45 56.94066(N)    093 20 52.39639(W)     ADJUSTED  
 AV0814* NAVD 88     -         2.7  **(meters)       9.   **(feet)  VERTCON   
 AV0814  **This station is located in a subsidence area (see below).
 AV0814  ___________________________________________________________________
 AV0814  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AV0814  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AV0814
 AV0814  HORZ ORDER  -  SECOND
 AV0814
 AV0814.The horizontal coordinates were established by classical geodetic methods
 AV0814.and adjusted by the National Geodetic Survey in January 1993..
 AV0814
 AV0814 ** The orthometric height has not been validated since last determined
 AV0814 ** by differential leveling and should not be used for control purposes.
 AV0814 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0814 ** area with valid NAVD 88 orthometric heights.
 AV0814 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0814 ** epoch indicated which incorporates improved geoid heights for the
 AV0814 ** Southern Louisiana Subsidence area.
 AV0814 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0814
 AV0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0814
 AV0814.The geoid height was determined by GEOID03.
 AV0814
 AV0814;                    North         East     Units Scale Factor Converg.
 AV0814;SPC LA S     -   142,021.441   805,191.242   MT  0.99993411   -1 00 26.3
 AV0814;SPC LA S     -   465,948.68  2,641,698.27   sFT  0.99993411   -1 00 26.3
 AV0814;UTM  15      - 3,292,887.113   466,368.414   MT  0.99961396   -0 10 21.8
 AV0814
 AV0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0814!SPC LA S     -   1.00000377  x   0.99993411  =   0.99993788
 AV0814!UTM  15      -   1.00000377  x   0.99961396  =   0.99961773
 AV0814
 AV0814:                Primary Azimuth Mark                     Grid Az
 AV0814:SPC LA S     -  CALCASIEU PASS REAR RANGE LT             002 31 28.5
 AV0814:UTM  15      -  CALCASIEU PASS REAR RANGE LT             001 41 24.0
 AV0814
 AV0814|---------------------------------------------------------------------|
 AV0814| PID    Reference Object                     Distance      Geod. Az  |
 AV0814|                                                           dddmmss.s |
 AV0814| AV0815 CALCASIEU PASS REAR RANGE LT        APPROX. 1.9 KM 0013102.2 |
 AV0814| AV0812 CAMERON RADIO STA KKS 888 MAST      APPROX. 3.9 KM 0383414.9 |
 AV0814| AV0813 CAMERON INDEP TELEPHONE CO MST      APPROX. 5.4 KM 0575639.3 |
 AV0814| AV0824 CAMERON J WELL SURVEY INC MAST      APPROX. 5.4 KM 0593454.7 |
 AV0814| AV0820 CAMERON RADIO STA KKD 814 MAST      APPROX. 5.3 KM 0624502.0 |
 AV0814| CV9678 CHAN RM 1                            22.405 METERS 27002     |
 AV0814| CV9679 CHAN RM 2                            21.570 METERS 33705     |
 AV0814| CV9677 CHAN AZ MK                                         3545409.1 |
 AV0814|---------------------------------------------------------------------|
 AV0814
 AV0814                          SUPERSEDED SURVEY CONTROL
 AV0814
 AV0814  NAD 83(1986)-  29 45 56.96589(N)    093 20 52.37876(W) AD(       ) 2
 AV0814  NAD 27      -  29 45 56.16790(N)    093 20 51.82630(W) AD(       ) 2
 AV0814  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 AV0814
 AV0814.Superseded values are not recommended for survey control.
 AV0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0814.See file dsdata.txt to determine how the superseded data were derived.
 AV0814
 AV0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6636892887(NAD 83)
 AV0814_MARKER: DS = TRIANGULATION STATION DISK
 AV0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0814
 AV0814  HISTORY     - Date     Condition        Report By
 AV0814  HISTORY     - 1963     MONUMENTED       CGS
 AV0814  HISTORY     - 1963     GOOD             CGS
 AV0814
 AV0814                          STATION DESCRIPTION
 AV0814
 AV0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0814'THE STATION IS LOCATED 3.5 MILES WEST SOUTHWEST OF CAMERON,
 AV0814'ON THE WEST SIDE OF THE CALCASIEU SHIP CHANNEL, ON THE HIGHEST
 AV0814'GROUND.
 AV0814'
 AV0814'TO REACH THE STATION FROM THE FERRY CROSSING IN CAMERON, GO
 AV0814'WEST SOUTHWEST ON STATE HIGHWAY 82 AND 27 FOR 3.7 MILES
 AV0814'TO A SHELL SIDE ROAD LEFT, TURN LEFT AND GO 0.37 MILES TO A
 AV0814'ROAD LEFT, CONTINUE STRAIGHT AHEAD 0.34 MILES TO A GREEN
 AV0814'HOUSE ON THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 AV0814'
 AV0814'THE STATION MARK IS A STANDARD DISK STAMPED, CHAN 1963, SET IN
 AV0814'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 AV0814'1 INCH ABOVE THE GROUND SURFACE.  IT IS 23 FEET SOUTHEAST
 AV0814'OF A CREOSOTE WITNESS POST AND SIGN, 53 FEET SOUTH SOUTHWEST
 AV0814'OF A TRACK ROAD AND 104 FEET EAST NORTHEAST OF THE SOUTHWEST
 AV0814'END OF A WIRE FENCE.
 AV0814'
 AV0814'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHAN NO. 1 1963,
 AV0814'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 AV0814'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 66.0 FEET
 AV0814'SOUTHWEST OF A CREOSOTE WITNESS POST AND SIGN, 31.7 FEET
 AV0814'NORTHEAST OF THE SOUTHWEST CORNER OF A WIRE FENCE AND 96.5
 AV0814'FEET SOUTHWEST OF A TRACK ROAD.
 AV0814'
 AV0814'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHAN NO. 2
 AV0814'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 AV0814'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 AV0814'16.0 FEET SOUTHWEST OF A TRACK ROAD, 48.1 FEET NORTHEAST OF
 AV0814'A WIRE FENCE AND 48.5 FEET NORTHWEST OF A CREOSOTE WITNESS
 AV0814'POST AND SIGN.
 AV0814'
 AV0814'AZIMUTH MARK, A STANDARD DISK STAMPED CHAN 1963, IS SET IN
 AV0814'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 AV0814'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 5.2 FEET NORTHEAST
 AV0814'OF A CREOSOTE WITNESS POST, 64.6 FEET SOUTHEAST OF A LARGE
 AV0814'ROUND CONCRETE FOUNDATION AND 86.0 FEET NORTH OF THE END OF A
 AV0814'SHELL ROAD.
 AV0814'
 AV0814'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH NORTHEAST
 AV0814'ON SHELL ROAD 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 AV0814'0.3 MILE TO THE END OF ROAD AND AZIMUTH ON THE RIGHT AS
 AV0814'DESCRIBED.
 AV0814
 AV0814                          STATION RECOVERY (1963)
 AV0814
 AV0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0814'THE STATION, REFERENCE MARKS 1, AND 2 WERE RECOVERED IN GOOD
 AV0814'CONDITION.  THE DESCRIPTION BY R.W.T. 1963 IS ADEQUATE FOR
 AV0814'FUTURE RECOVERY.
 AV0814'
 AV0814'THE DISTANCE TO THE R.M. WERE CHECKED AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0879 ***********************************************************************
 AT0879  DESIGNATION -  CHANDE
 AT0879  PID         -  AT0879
 AT0879  STATE/COUNTY-  LA/ST BERNARD
 AT0879  USGS QUAD   -  NORTH ISLANDS (1951)
 AT0879
 AT0879                         *CURRENT SURVEY CONTROL
 AT0879  ___________________________________________________________________
 AT0879* NAD 83(1992)-  29 57 25.21288(N)    088 49 19.09361(W)     ADJUSTED  
 AT0879* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0879  ___________________________________________________________________
 AT0879  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AT0879  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AT0879
 AT0879  HORZ ORDER  -  SECOND
 AT0879
 AT0879.The horizontal coordinates were established by classical geodetic methods
 AT0879.and adjusted by the National Geodetic Survey in May 1994..
 AT0879
 AT0879.The orthometric height was scaled from a topographic map.
 AT0879
 AT0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0879
 AT0879.The geoid height was determined by GEOID03.
 AT0879
 AT0879;                    North         East     Units Scale Factor Converg.
 AT0879;SPC LA S     -   164,156.660 1,242,379.117   MT  0.99992604   +1 15 20.6
 AT0879;SPC LA S     -   538,570.64  4,076,038.82   sFT  0.99992604   +1 15 20.6
 AT0879;UTM  16      - 3,315,417.203   324,184.500   MT  0.99998138   -0 54 36.1
 AT0879
 AT0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0879!SPC LA S     -   1.00000403  x   0.99992604  =   0.99993006
 AT0879!UTM  16      -   1.00000403  x   0.99998138  =   0.99998540
 AT0879
 AT0879|---------------------------------------------------------------------|
 AT0879| PID    Reference Object                     Distance      Geod. Az  |
 AT0879|                                                           dddmmss.s |
 AT0879| DD6516 CHANDE RM 1                          21.875 METERS 03947     |
 AT0879| DD6515 CHANDE AZ MK                                       3103431.0 |
 AT0879| AT0881 BIRD 1950                            53.644 METERS 31611     |
 AT0879|---------------------------------------------------------------------|
 AT0879
 AT0879                          SUPERSEDED SURVEY CONTROL
 AT0879
 AT0879  NAD 83(1992)-  29 57 25.22133(N)    088 49 19.08284(W) AD(       ) 2
 AT0879  NAD 83(1992)-  29 57 25.21271(N)    088 49 19.09042(W) AD(       ) 2
 AT0879  NAD 83(1986)-  29 57 25.21990(N)    088 49 19.08106(W) AD(       ) 2
 AT0879  NAD 27      -  29 57 24.49100(N)    088 49 19.00600(W) AD(       ) 2
 AT0879
 AT0879.Superseded values are not recommended for survey control.
 AT0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0879.See file dsdata.txt to determine how the superseded data were derived.
 AT0879
 AT0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2418515417(NAD 83)
 AT0879_MARKER: DS = TRIANGULATION STATION DISK
 AT0879_SETTING: 0 = UNSPECIFIED SETTING
 AT0879
 AT0879  HISTORY     - Date     Condition        Report By
 AT0879  HISTORY     - 1955     MONUMENTED       CGS
 AT0879  HISTORY     - 1965     GOOD             CGS
 AT0879
 AT0879                          STATION DESCRIPTION
 AT0879
 AT0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0879'THE STATION IS ON CHANDELEUR ISLANDS APPROXIMATELY 7 MILES
 AT0879'SOUTH-SOUTHEAST OF
 AT0879'CHANDELEUR LIGHTHOUSE, ON THE ONLY PROMINENT GRASSY RIDGE IN THE
 AT0879'VICINITY.  IT IS
 AT0879'ABOUT 450 YARDS SOUTH OF THE SOUTH SIDE OF A BARREN
 AT0879'SANDY STRIP ABOUT 1000 FEET WIDE
 AT0879'WHICH CROSSES THE ISLAND NORTHWEST
 AT0879'OF THE NORTH END OF THE LONG, NARROW SAND DUNES
 AT0879'THAT PARALLEL THE
 AT0879'BEACH.  IT IS ACROSS THE ISLAND FROM AN IRREGULAR SHAPED LAKE
 AT0879'ABOUT 1/4 MILE
 AT0879'LONG, 125 YARDS SOUTHEAST OF AN EAST-WEST PATCH OF REEDS,
 AT0879'100 YARDS SOUTH OF THE EAST
 AT0879'EDGE OF A HOLE FULL OF WATER ABOUT 20
 AT0879'FEET IN DIAMETER, 75 YARDS NORTHWEST OF THE
 AT0879'MOUTH OF A DRAW FORMED BY
 AT0879'THE SAND DUNES AND THE STATION RIDGE.  THE STATION RIDGE JOINS
 AT0879'THE SAND DUNES
 AT0879'ABOUT 50 YARDS SOUTH OF THE STATION.  THERE IS SPARSE
 AT0879'VEGETATION NORTH AND EAST OF
 AT0879'THE STATION AND THICK GRASS AND BUSHES
 AT0879'TO THE SOUTH AND WEST.
 AT0879'
 AT0879'TO REACH THE STATION FROM A BOAT ON THE WEST SIDE OF THE ISLAND, TAKE
 AT0879'A SKIFF INTO THE BAY
 AT0879'BETWEEN TWO POINTS OF LAND ABOUT 1 MILE APART.  NEAR THE
 AT0879'SOUTHEAST SIDE OF BAY THERE IS
 AT0879'A NARROW CHANNEL GOING EAST AND NORTH
 AT0879'WHICH ENTERS THE LAKE MENTIONED ABOVE.  GO ALONG
 AT0879'EAST SIDE OF LAKE TO
 AT0879'A NARROW CHANNEL RUNNING NORTHEAST.  FOLLOW THIS ABOUT 40 YARDS TO
 AT0879'ITS END, PACK
 AT0879'NORTHEASTERLY AROUND THE NORTH END OF BRUSH, THEN EAST
 AT0879'UP GRASSY RIDGE, THEN SOUTHEAST
 AT0879'TO STATION.  ABOUT 100 YARD PACK.
 AT0879'
 AT0879'THE STATION MARK, STAMPED CHANDE 1955, IS A STANDARD DISK SET IN THE
 AT0879'TOP OF A 4-INCH SEWER PIPE
 AT0879'FILLED WITH CONCRETE WHICH PROJECTS 18 INCHES.  IT
 AT0879'IS APPROXIMATELY 130 YARDS WEST OF
 AT0879'THE HIGH WATER LINE, 65 YARDS WEST
 AT0879'OF THE SOUTH END OF THE NORTHERN SAND DUNES, AND ON
 AT0879'THE SUMMIT OF A
 AT0879'NORTHWEST-SOUTHEAST GRASSY RIDGE ABOUT 15 FEET WIDE AT THE STATION.
 AT0879'THERE IS A
 AT0879'CONE-SHAPED SAND DUNE ABOUT 150 YARDS SOUTH-SOUTHWEST OF
 AT0879'THE STATION.
 AT0879'
 AT0879'REFERENCE MARK NO. 1, STAMPED CHANDE NO 1 1955, IS A STANDARD DISK
 AT0879'SET IN THE TOP OF A 4-INCH
 AT0879'SEWER PIPE WHICH PROJECTS 2 FEET.  IT IS IN THE DRAW
 AT0879'EAST OF THE STATION, ABOUT 90
 AT0879'YARDS NORTHWEST OF THE MOUTH OF THE
 AT0879'DRAW, 30 YARDS WEST OF THE SAND DUNE, 15 YARDS
 AT0879'NORTHEAST OF THE
 AT0879'STATION RIDGE AND 12 FEET LOWER THAN THE STATION.
 AT0879'
 AT0879'U. S. COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION BIRD SERVES AS
 AT0879'REFERENCE MARK NO.  2.
 AT0879'THE DISK, STAMPED BIRD 1950, IS SET IN THE TOP OF A
 AT0879'6-INCH CONCRETE TILE FILLED WITH
 AT0879'CONCRETE THAT PROJECTS 12 INCHES.
 AT0879'IT IS 70 YARDS WEST OF THE WEST SIDE OF THE SAND
 AT0879'DUNE, 60 FEET
 AT0879'NORTHEAST OF THE NORTH END OF THE STATION RIDGE AND 3 FEET
 AT0879'SOUTHWEST OF A
 AT0879'WITNESS POST.
 AT0879'
 AT0879'THE AZIMUTH MARK, STAMPED CHANDE 1955, IS A STANDARD DISK SET IN THE
 AT0879'TOP OF A 4-INCH SEWER PIPE
 AT0879'FILLED WITH CONCRETE WHICH PROJECTS 2 FEET.  IT IS
 AT0879'ON A NORTHWEST-SOUTHEAST SANDY RIDGE
 AT0879'ABOUT 200 FEET LONG AND 50 FEET
 AT0879'WIDE WHICH IS ON THE BARREN SANDY STRIP NORTHWEST OF
 AT0879'THE STATION.  IT
 AT0879'IS 4 FEET SOUTHWEST OF A 1-INCH BY 6-INCH BOARD DRIVEN INTO THE SAND.
 AT0879'THIS BOARD
 AT0879'PROJECTS ABOUT 9 FEET.
 AT0879'
 AT0879'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 AT0879
 AT0879                          STATION RECOVERY (1965)
 AT0879
 AT0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0879'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A METAL
 AT0879'WITNESS POST WAS
 AT0879'SET AT THE STATION MARK.
 AT0879'
 AT0879'THE AZIMUTH MARK WAS NOT RECOVERED BUT IT IS PROBABLY STILL THERE AS
 AT0879'THIS ISLAND HAS
 AT0879'NOT CHANGED AS MUCH AS MOST OF THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2338 ***********************************************************************
 BH2338  DESIGNATION -  CHANDELEUR
 BH2338  PID         -  BH2338
 BH2338  STATE/COUNTY-  LA/ST BERNARD
 BH2338  USGS QUAD   -  CHANDELEUR LIGHT (1982)
 BH2338
 BH2338                         *CURRENT SURVEY CONTROL
 BH2338  ___________________________________________________________________
 BH2338* NAD 83(1992)-  30 02 52.98966(N)    088 52 18.49986(W)     ADJUSTED  
 BH2338* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 BH2338  ___________________________________________________________________
 BH2338  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BH2338  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BH2338
 BH2338  HORZ ORDER  -  SECOND
 BH2338
 BH2338.The horizontal coordinates were established by classical geodetic methods
 BH2338.and adjusted by the National Geodetic Survey in May 1994..
 BH2338
 BH2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2338
 BH2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2338
 BH2338.The geoid height was determined by GEOID03.
 BH2338
 BH2338;                    North         East     Units Scale Factor Converg.
 BH2338;SPC LA S     -   174,142.237 1,237,353.353   MT  0.99992608   +1 13 50.9
 BH2338;SPC LA S     -   571,331.66  4,059,550.13   sFT  0.99992608   +1 13 50.9
 BH2338;SPC MS E     -    60,748.485   296,289.937   MT  0.99995017   -0 01 09.4
 BH2338;SPC MS E     -   199,305.65    972,077.90   sFT  0.99995017   -0 01 09.4
 BH2338;UTM  16      - 3,325,586.343   319,539.606   MT  1.00000180   -0 56 15.1
 BH2338
 BH2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2338!SPC LA S     -   1.00000410  x   0.99992608  =   0.99993018
 BH2338!SPC MS E     -   1.00000410  x   0.99995017  =   0.99995427
 BH2338!UTM  16      -   1.00000410  x   1.00000180  =   1.00000590
 BH2338
 BH2338|---------------------------------------------------------------------|
 BH2338| PID    Reference Object                     Distance      Geod. Az  |
 BH2338|                                                           dddmmss.s |
 BH2338| BH2339 CHANDELEUR LIGHT                      2.554 METERS 05959     |
 BH2338| DD7684 CHANDELEUR RM 1                       7.443 METERS 09839     |
 BH2338| DD7685 CHANDELEUR RM 2                       4.706 METERS 17451     |
 BH2338| BH2620 TOOT                                APPROX.28.8 KM 3182020.2 |
 BH2338|---------------------------------------------------------------------|
 BH2338
 BH2338                          SUPERSEDED SURVEY CONTROL
 BH2338
 BH2338  NAD 83(1992)-  30 02 53.00160(N)    088 52 18.49033(W) AD(       ) 2
 BH2338  NAD 83(1992)-  30 02 52.99723(N)    088 52 18.49275(W) AD(       ) 2
 BH2338  NAD 83(1986)-  30 02 53.00150(N)    088 52 18.48755(W) AD(       ) 2
 BH2338  NAD 27      -  30 02 52.27100(N)    088 52 18.40000(W) AD(       ) 2
 BH2338  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 BH2338
 BH2338.Superseded values are not recommended for survey control.
 BH2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2338.See file dsdata.txt to determine how the superseded data were derived.
 BH2338
 BH2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1954025586(NAD 83)
 BH2338_MARKER: DS = TRIANGULATION STATION DISK
 BH2338_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2338_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2338
 BH2338  HISTORY     - Date     Condition        Report By
 BH2338  HISTORY     - 1955     MONUMENTED       CGS
 BH2338  HISTORY     - 1969     GOOD             CGS
 BH2338  HISTORY     - 1969     GOOD             CGS
 BH2338  HISTORY     - 1970     GOOD             NGS
 BH2338
 BH2338                          STATION DESCRIPTION
 BH2338
 BH2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 BH2338'THE STATION IS LOCATED ABOUT 2500 FEET SOUTHEAST OF THE NORTHWEST
 BH2338'TIP OF CHANDELEUR ISLAND AT THE BASE OF THE CHANDELEUR ISLAND
 BH2338'LIGHTHOUSE.
 BH2338'
 BH2338'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A CONCRETE FILLED
 BH2338'8-FOOT LENGTH OF 4-INCH ORANGEBURG SEWER PIPE, IS 7 FEET WEST OF THE
 BH2338'CENTER OF THE LIGHTHOUSE. THE MARK PROJECTS 2.5 FEET, AND THE DISK
 BH2338'IS STAMPED CHANDELEUR 1955.
 BH2338'
 BH2338'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE CONCRETE FOOTING
 BH2338'OF THE SOUTHEAST LIGHTHOUSE SUPPORT. THE DISK IS STAMPED CHANDELEUR
 BH2338'NO 1 1955.
 BH2338'
 BH2338'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE CONCRETE FOOTING
 BH2338'OF THE SOUTHWEST LIGHTHOUSE SUPPORT. THE DISK IS STAMPED CHANDELEUR
 BH2338'NO 2 1955.
 BH2338'
 BH2338'NO AZIMUTH MARK WAS SET.
 BH2338'
 BH2338'NOTE--THE POINT OCCUPIED WAS A CHISELED ACROSS IN THE CATWALK DECK
 BH2338'DIRECTLY ABOVE THE STATION MARK.
 BH2338
 BH2338                          STATION RECOVERY (1969)
 BH2338
 BH2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH2338'STATION RECOVERED IN GOOD CONDITION.
 BH2338
 BH2338                          STATION RECOVERY (1969)
 BH2338
 BH2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2338'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD
 BH2338'CONDITION.
 BH2338
 BH2338                          STATION RECOVERY (1970)
 BH2338
 BH2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2338'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 BH2338'GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DIRECTION TO
 BH2338'REFERENCE MARK 1.  A DIFFERENCE WAS NOTED IN THE DISTANCE AND
 BH2338'DIRECTION TO REFERENCE MARK 2.  THE 1955 DESCRIPTION FOR THE
 BH2338'STATION IS ADEQUATE.  A SPECIAL TRIPOD HAS TO BE BUILT ON THE
 BH2338'CATWALK TO OBSERVE THE STATION.
 BH2338'
 BH2338'NO AZIMUTH MARK ESTABLISHED.
 BH2338'
 BH2338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2338'ON THE NORTH END OF CHANDELEUR ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2339 ***********************************************************************
 BH2339  DESIGNATION -  CHANDELEUR LIGHT
 BH2339  PID         -  BH2339
 BH2339  STATE/COUNTY-  LA/ST BERNARD
 BH2339  USGS QUAD   -  CHANDELEUR LIGHT (1982)
 BH2339
 BH2339                         *CURRENT SURVEY CONTROL
 BH2339  ___________________________________________________________________
 BH2339* NAD 83(1992)-  30 02 53.03117(N)    088 52 18.41730(W)     ADJUSTED  
 BH2339* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2339  ___________________________________________________________________
 BH2339  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BH2339  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BH2339
 BH2339  HORZ ORDER  -  THIRD
 BH2339
 BH2339.The horizontal coordinates were established by classical geodetic methods
 BH2339.and adjusted by the National Geodetic Survey in May 1994..
 BH2339
 BH2339.The orthometric height was scaled from a topographic map.
 BH2339
 BH2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2339
 BH2339.The geoid height was determined by GEOID03.
 BH2339
 BH2339;                    North         East     Units Scale Factor Converg.
 BH2339;SPC LA S     -   174,143.562 1,237,355.537   MT  0.99992608   +1 13 50.9
 BH2339;SPC LA S     -   571,336.00  4,059,557.29   sFT  0.99992608   +1 13 50.9
 BH2339;SPC MS E     -    60,749.762   296,292.149   MT  0.99995017   -0 01 09.3
 BH2339;SPC MS E     -   199,309.84    972,085.16   sFT  0.99995017   -0 01 09.3
 BH2339;UTM  16      - 3,325,587.585   319,541.839   MT  1.00000179   -0 56 15.0
 BH2339
 BH2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2339!SPC LA S     -   1.00000424  x   0.99992608  =   0.99993032
 BH2339!SPC MS E     -   1.00000424  x   0.99995017  =   0.99995441
 BH2339!UTM  16      -   1.00000424  x   1.00000179  =   1.00000603
 BH2339
 BH2339:                Primary Azimuth Mark                     Grid Az
 BH2339:SPC LA S     -  A                                        094 12 30.1
 BH2339:SPC MS E     -  A                                        095 27 30.3
 BH2339:UTM  16      -  A                                        096 22 36.0
 BH2339
 BH2339|---------------------------------------------------------------------|
 BH2339| PID    Reference Object                     Distance      Geod. Az  |
 BH2339|                                                           dddmmss.s |
 BH2339| BH2345 A                                   APPROX. 0.5 KM 0952621.0 |
 BH2339| BH2350 SHIP ISLAND LIGHT                   APPROX.20.4 KM 3333323.5 |
 BH2339|---------------------------------------------------------------------|
 BH2339
 BH2339                          SUPERSEDED SURVEY CONTROL
 BH2339
 BH2339  NAD 83(1992)-  30 02 53.03909(N)    088 52 18.40725(W) AD(       ) 3
 BH2339  NAD 83(1992)-  30 02 53.03438(N)    088 52 18.40911(W) AD(       ) 3
 BH2339  NAD 83(1986)-  30 02 53.03771(N)    088 52 18.40417(W) AD(       ) 3
 BH2339  NAD 27      -  30 02 52.28800(N)    088 52 18.32300(W) AD(       ) 3
 BH2339
 BH2339.Superseded values are not recommended for survey control.
 BH2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2339.See file dsdata.txt to determine how the superseded data were derived.
 BH2339
 BH2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1954225588(NAD 83)
 BH2339_MARKER: 14 = NAVIGATION LIGHT
 BH2339
 BH2339  HISTORY     - Date     Condition        Report By
 BH2339  HISTORY     - 1910     FIRST OBSERVED   CGS
 BH2339  HISTORY     - 1921     GOOD             CGS
 BH2339  HISTORY     - 1950     GOOD             CGS
 BH2339  HISTORY     - 1955     GOOD             CGS
 BH2339
 BH2339                          STATION DESCRIPTION
 BH2339
 BH2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (FBS)
 BH2339'CENTER OF LIGHT USED.
 BH2339
 BH2339                          STATION RECOVERY (1950)
 BH2339
 BH2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2339'STATION RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS--
 BH2339'
 BH2339'LOCATED NEAR THE NW. END OF CHANDELEUR
 BH2339'ISLANDS, APPROXIMATELY 2500 FT. SE. OF THE EXTREME NW. END OF THE
 BH2339'ISLAND, AT THE COAST GUARD STATION (NOW ABANDONED) AND JUST S. OF
 BH2339'THE TWO MAIN BUILDINGS.
 BH2339'
 BH2339'THE STATION IS THE CENTER OF THE LIGHT ATOP A SKELETON STEEL TOWER
 BH2339'99 FT. HIGH.
 BH2339
 BH2339                          STATION RECOVERY (1955)
 BH2339
 BH2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 BH2339'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3480 ***********************************************************************
 BJ3480  DESIGNATION -  CHANEY
 BJ3480  PID         -  BJ3480
 BJ3480  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3480  USGS QUAD   -  PRIDE (1980)
 BJ3480
 BJ3480                         *CURRENT SURVEY CONTROL
 BJ3480  ___________________________________________________________________
 BJ3480* NAD 83(1986)-  30 39 51.     (N)    090 59 25.     (W)     SCALED    
 BJ3480* NAVD 88     -        27.446  (meters)      90.05   (feet)  ADJUSTED  
 BJ3480  ___________________________________________________________________
 BJ3480  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3480  DYNAMIC HT  -          27.411 (meters)      89.93  (feet)  COMP
 BJ3480  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ3480
 BJ3480  VERT ORDER  -  SECOND    CLASS I
 BJ3480
 BJ3480.The horizontal coordinates were scaled from a topographic map and have
 BJ3480.an estimated accuracy of +/- 6 seconds.
 BJ3480
 BJ3480.The orthometric height was determined by differential leveling
 BJ3480.and adjusted by the National Geodetic Survey in February 1994..
 BJ3480
 BJ3480.The geoid height was determined by GEOID03.
 BJ3480
 BJ3480.The dynamic height is computed by dividing the NAVD 88
 BJ3480.geopotential number by the normal gravity value computed on the
 BJ3480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3480.degrees latitude (g = 980.6199 gals.).
 BJ3480
 BJ3480.The modeled gravity was interpolated from observed gravity values.
 BJ3480
 BJ3480;                    North         East    Units  Estimated Accuracy
 BJ3480;SPC LA S     -   239,940.    1,032,880.      MT  (+/- 180 meters Scaled)
 BJ3480
 BJ3480                          SUPERSEDED SURVEY CONTROL
 BJ3480
 BJ3480.No superseded survey control is available for this station.
 BJ3480
 BJ3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP925941(NAD 83)
 BJ3480_MARKER: DS = TRIANGULATION STATION DISK
 BJ3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3480_SP_SET: CONCRETE POST
 BJ3480_STAMPING: CHANEY 1970
 BJ3480_MARK LOGO: NGS   
 BJ3480_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3480+STABILITY: SURFACE MOTION
 BJ3480
 BJ3480  HISTORY     - Date     Condition        Report By
 BJ3480  HISTORY     - 1970     MONUMENTED       NGS
 BJ3480  HISTORY     - 1983     GOOD             LADTD
 BJ3480
 BJ3480                          STATION DESCRIPTION
 BJ3480
 BJ3480'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3480'5.23 KM (3.2 MI) SW FROM PRIDE.
 BJ3480'ABOUT 3.46 KM (2.15 MILES) SOUTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3480'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MILLDALE ROAD,
 BJ3480'THENCE RIGHT ON MILLDALE ROAD FOR 1.77 KM (1.10 MILES) TO THE STATION
 BJ3480'ON THE RIGHT, 39.6 METERS (130 FEET) WEST OF A 50-INCH OAK TREE, 21.3
 BJ3480'METERS (70 FEET) NORTH OF THE CENTER OF MILLDALE ROAD AND 14.3 METERS
 BJ3480'(47 FEET) NORTHEAST OF THE CENTER OF A METAL GATE.
 BJ3480'THE MARK IS 8.69 METERS  N FROM A WITNESS POST.
 BJ3480'THE MARK IS ABOVE LEVEL WITH MILLDALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4653 ***********************************************************************
 BJ4653  DESIGNATION -  CHANEY
 BJ4653  PID         -  BJ4653
 BJ4653  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4653  USGS QUAD   -  PRIDE (1980)
 BJ4653
 BJ4653                         *CURRENT SURVEY CONTROL
 BJ4653  ___________________________________________________________________
 BJ4653* NAD 83(1992)-  30 39 50.72110(N)    090 59 25.77728(W)     ADJUSTED  
 BJ4653* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 BJ4653  ___________________________________________________________________
 BJ4653  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4653  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4653
 BJ4653  HORZ ORDER  -  FIRST
 BJ4653
 BJ4653.The horizontal coordinates were established by classical geodetic methods
 BJ4653.and adjusted by the National Geodetic Survey in January 1993..
 BJ4653
 BJ4653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4653
 BJ4653.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4653
 BJ4653.The geoid height was determined by GEOID03.
 BJ4653
 BJ4653;                    North         East     Units Scale Factor Converg.
 BJ4653;SPC LA S     -   239,931.377 1,032,856.564   MT  0.99999256   +0 10 17.1
 BJ4653;SPC LA S     -   787,174.86  3,388,630.24   sFT  0.99999256   +0 10 17.1
 BJ4653;UTM  15      - 3,394,097.873   692,527.892   MT  1.00005728   +1 01 30.6
 BJ4653
 BJ4653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4653!SPC LA S     -   0.99999998  x   0.99999256  =   0.99999254
 BJ4653!UTM  15      -   0.99999998  x   1.00005728  =   1.00005726
 BJ4653
 BJ4653:                Primary Azimuth Mark                     Grid Az
 BJ4653:SPC LA S     -  CHANEY AZ MK                             092 39 01.4
 BJ4653:UTM  15      -  CHANEY AZ MK                             091 47 47.9
 BJ4653
 BJ4653|---------------------------------------------------------------------|
 BJ4653| PID    Reference Object                     Distance      Geod. Az  |
 BJ4653|                                                           dddmmss.s |
 BJ4653| BJ3478 CHANEY AZ MK                                       0924918.5 |
 BJ4653| BJ3479 CHANEY RM 1                          36.320 METERS 10220     |
 BJ4653| BJ3481 CHANEY RM 2                          35.393 METERS 25658     |
 BJ4653|---------------------------------------------------------------------|
 BJ4653
 BJ4653                          SUPERSEDED SURVEY CONTROL
 BJ4653
 BJ4653  NAD 83(1986)-  30 39 50.73845(N)    090 59 25.77417(W) AD(       ) 1
 BJ4653  NAD 27      -  30 39 50.07290(N)    090 59 25.40344(W) AD(       ) 1
 BJ4653  NGVD 29 (07/19/86)   27.4    (m)           90.     (f) VERT ANG       
 BJ4653
 BJ4653.Superseded values are not recommended for survey control.
 BJ4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4653.See file dsdata.txt to determine how the superseded data were derived.
 BJ4653
 BJ4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9252894098(NAD 83)
 BJ4653_MARKER: DS = TRIANGULATION STATION DISK
 BJ4653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4653
 BJ4653  HISTORY     - Date     Condition        Report By
 BJ4653  HISTORY     - 1970     MONUMENTED       NGS
 BJ4653
 BJ4653                          STATION DESCRIPTION
 BJ4653
 BJ4653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4653'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND FENCE
 BJ4653'POST ON LINE.
 BJ4653'
 BJ4653'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF GREENWELL SPRINGS,
 BJ4653'2 MILES SOUTHWEST OF PRIDE, IN THE SOUTHEAST CORNER OF SECTION 27,
 BJ4653'R2E, T4S AND ON THE PROPERTY OF MR. IVY CHANEY, RURAL ROUTE 2,
 BJ4653'ZACHARY, LOUISIANA, 70791.
 BJ4653'
 BJ4653'TO REACH THE STATION FROM THE POST OFFICE IN PRIDE, GO SOUTH ON STATE
 BJ4653'HIGHWAY 409 FOR 2.15 MILES TO A SIDE ROAD RIGHT (MILLDALE ROAD).
 BJ4653'TURN RIGHT AND GO WEST ON MILLDALE ROAD FOR 0.65 MILE TO THE AZIMUTH
 BJ4653'MARK ON THE LEFT.  CONTINUE AHEAD WEST ON MILLDALE ROAD FOR 0.45
 BJ4653'MILE TO THE STATION ON THE RIGHT.
 BJ4653'
 BJ4653'THE STATION MARK IS A STANDARD DISK, STAMPED CHANEY 1970, SET IN THE
 BJ4653'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 4 INCHES
 BJ4653'BELOW THE SURFACE OF THE GROUND.  IT IS 130 FEET WEST OF A 50 INCH
 BJ4653'OAK TREE, 70 FEET NORTH OF THE CENTER OF MILLDALE ROAD, 47 FEET
 BJ4653'NORTHEAST OF THE CENTER OF A METAL GATE AND 27 FEET NORTH OF A METAL
 BJ4653'WITNESS POST WITH A SIGN ATTACHED.
 BJ4653'
 BJ4653'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHANEY NO 1 1970, SET IN
 BJ4653'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ4653'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43 FEET NORTH OF THE
 BJ4653'CENTER OF MILLDALE ROAD, 36 FEET SOUTH-SOUTHWEST OF THE 50 INCH
 BJ4653'OAK TREE AND 1 FOOT NORTH OF A FENCE.
 BJ4653'
 BJ4653'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHANEY NO 2 1970, SET IN
 BJ4653'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ4653'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 72 FEET WEST OF THE
 BJ4653'CENTER OF A METAL GATE, 45 FEET NORTH OF THE CENTER OF MILLDALE
 BJ4653'ROAD AND 2 FEET NORTH OF A FENCE.
 BJ4653'
 BJ4653'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHANEY 1970, SET IN THE
 BJ4653'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ4653'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 44 FEET SOUTH OF THE
 BJ4653'CENTER OF MILLDALE ROAD, 35 FEET WEST OF THE CENTER OF A GRAVELED
 BJ4653'ROAD, 15 FEET WEST-NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER
 BJ4653'AND 2.3 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4653'
 BJ4653'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3478 ***********************************************************************
 BJ3478  DESIGNATION -  CHANEY AZ MK
 BJ3478  PID         -  BJ3478
 BJ3478  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3478  USGS QUAD   -  PRIDE (1980)
 BJ3478
 BJ3478                         *CURRENT SURVEY CONTROL
 BJ3478  ___________________________________________________________________
 BJ3478* NAD 83(1986)-  30 39 51.     (N)    090 58 59.     (W)     SCALED    
 BJ3478* NAVD 88     -        27.408  (meters)      89.92   (feet)  ADJUSTED  
 BJ3478  ___________________________________________________________________
 BJ3478  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3478  DYNAMIC HT  -          27.372 (meters)      89.80  (feet)  COMP
 BJ3478  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BJ3478
 BJ3478  VERT ORDER  -  SECOND    CLASS I
 BJ3478
 BJ3478.The horizontal coordinates were scaled from a topographic map and have
 BJ3478.an estimated accuracy of +/- 6 seconds.
 BJ3478
 BJ3478.The orthometric height was determined by differential leveling
 BJ3478.and adjusted by the National Geodetic Survey in February 1994..
 BJ3478
 BJ3478.The geoid height was determined by GEOID03.
 BJ3478
 BJ3478.The dynamic height is computed by dividing the NAVD 88
 BJ3478.geopotential number by the normal gravity value computed on the
 BJ3478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3478.degrees latitude (g = 980.6199 gals.).
 BJ3478
 BJ3478.The modeled gravity was interpolated from observed gravity values.
 BJ3478
 BJ3478;                    North         East    Units  Estimated Accuracy
 BJ3478;SPC LA S     -   239,940.    1,033,570.      MT  (+/- 180 meters Scaled)
 BJ3478
 BJ3478                          SUPERSEDED SURVEY CONTROL
 BJ3478
 BJ3478.No superseded survey control is available for this station.
 BJ3478
 BJ3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP932941(NAD 83)
 BJ3478_MARKER: DZ = AZIMUTH MARK DISK
 BJ3478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3478_SP_SET: CONCRETE POST
 BJ3478_STAMPING: CHANEY 1970
 BJ3478_MARK LOGO: NGS   
 BJ3478_PROJECTION: PROJECTING 8 CENTIMETERS
 BJ3478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3478+STABILITY: SURFACE MOTION
 BJ3478
 BJ3478  HISTORY     - Date     Condition        Report By
 BJ3478  HISTORY     - 1970     MONUMENTED       NGS
 BJ3478  HISTORY     - 1983     GOOD             LADTD
 BJ3478
 BJ3478                          STATION DESCRIPTION
 BJ3478
 BJ3478'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3478'4.51 KM (2.8 MI) SW FROM PRIDE.
 BJ3478'ABOUT 3.46 KM (2.15 MILES) SOUTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3478'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MILLDALE ROAD,
 BJ3478'THENCE RIGHT ON MILLDALE ROAD FOR 1.05 KM (0.65 MILES) TO THE STATION
 BJ3478'ON THE LEFT, 13.4 METERS (44 FEET) SOUTH OF THE CENTER OF MILLDALE
 BJ3478'ROAD, 10.8 METERS (35 FEET) WEST OF THE CENTER OF A GRAVELED ROAD AND
 BJ3478'4.8 METERS (15 FEET) WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER
 BJ3478'ATTACHED.
 BJ3478'THE MARK IS 0.76 METERS  W FROM A WITNESS POST.
 BJ3478'THE MARK IS ABOVE LEVEL WITH MILLDALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3479 ***********************************************************************
 BJ3479  DESIGNATION -  CHANEY RM 1
 BJ3479  PID         -  BJ3479
 BJ3479  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3479  USGS QUAD   -  PRIDE (1980)
 BJ3479
 BJ3479                         *CURRENT SURVEY CONTROL
 BJ3479  ___________________________________________________________________
 BJ3479* NAD 83(1986)-  30 39 51.     (N)    090 59 25.     (W)     SCALED    
 BJ3479* NAVD 88     -        27.716  (meters)      90.93   (feet)  ADJUSTED  
 BJ3479  ___________________________________________________________________
 BJ3479  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3479  DYNAMIC HT  -          27.680 (meters)      90.81  (feet)  COMP
 BJ3479  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ3479
 BJ3479  VERT ORDER  -  SECOND    CLASS I
 BJ3479
 BJ3479.The horizontal coordinates were scaled from a topographic map and have
 BJ3479.an estimated accuracy of +/- 6 seconds.
 BJ3479
 BJ3479.The orthometric height was determined by differential leveling
 BJ3479.and adjusted by the National Geodetic Survey in February 1994..
 BJ3479
 BJ3479.The geoid height was determined by GEOID03.
 BJ3479
 BJ3479.The dynamic height is computed by dividing the NAVD 88
 BJ3479.geopotential number by the normal gravity value computed on the
 BJ3479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3479.degrees latitude (g = 980.6199 gals.).
 BJ3479
 BJ3479.The modeled gravity was interpolated from observed gravity values.
 BJ3479
 BJ3479;                    North         East    Units  Estimated Accuracy
 BJ3479;SPC LA S     -   239,940.    1,032,880.      MT  (+/- 180 meters Scaled)
 BJ3479
 BJ3479                          SUPERSEDED SURVEY CONTROL
 BJ3479
 BJ3479.No superseded survey control is available for this station.
 BJ3479
 BJ3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP925941(NAD 83)
 BJ3479_MARKER: DR = REFERENCE MARK DISK
 BJ3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3479_SP_SET: CONCRETE POST
 BJ3479_STAMPING: CHANEY NO 1 1970
 BJ3479_MARK LOGO: NGS   
 BJ3479_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3479+STABILITY: SURFACE MOTION
 BJ3479
 BJ3479  HISTORY     - Date     Condition        Report By
 BJ3479  HISTORY     - 1970     MONUMENTED       NGS
 BJ3479  HISTORY     - 1983     GOOD             LADTD
 BJ3479
 BJ3479                          STATION DESCRIPTION
 BJ3479
 BJ3479'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3479'5.23 KM (3.2 MI) SW FROM PRIDE.
 BJ3479'ABOUT 3.46 KM (2.15 MILES) SOUTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3479'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MILLDALE ROAD,
 BJ3479'THENCE RIGHT ON MILLDALE ROAD FOR 1.77 KM (1.10 MILE) TO THE STATION
 BJ3479'ON THE RIGHT, 13.11 METERS (43 FEET) NORTH OF THE CENTER OF MILLDALE
 BJ3479'ROAD, 10.97 METERS (36 FEET) SOUTH-SOUTHWEST OF A 50-INCH OAK TREE AND
 BJ3479'0.30 METER (1 FOOT) NORTH OF A FENCE.
 BJ3479'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 BJ3479'THE MARK IS ABOVE LEVEL WITH MILLDALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3481 ***********************************************************************
 BJ3481  DESIGNATION -  CHANEY RM 2
 BJ3481  PID         -  BJ3481
 BJ3481  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3481  USGS QUAD   -  PRIDE (1980)
 BJ3481
 BJ3481                         *CURRENT SURVEY CONTROL
 BJ3481  ___________________________________________________________________
 BJ3481* NAD 83(1986)-  30 39 51.     (N)    090 59 25.     (W)     SCALED    
 BJ3481* NAVD 88     -        27.591  (meters)      90.52   (feet)  ADJUSTED  
 BJ3481  ___________________________________________________________________
 BJ3481  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3481  DYNAMIC HT  -          27.555 (meters)      90.40  (feet)  COMP
 BJ3481  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ3481
 BJ3481  VERT ORDER  -  SECOND    CLASS I
 BJ3481
 BJ3481.The horizontal coordinates were scaled from a topographic map and have
 BJ3481.an estimated accuracy of +/- 6 seconds.
 BJ3481
 BJ3481.The orthometric height was determined by differential leveling
 BJ3481.and adjusted by the National Geodetic Survey in February 1994..
 BJ3481
 BJ3481.The geoid height was determined by GEOID03.
 BJ3481
 BJ3481.The dynamic height is computed by dividing the NAVD 88
 BJ3481.geopotential number by the normal gravity value computed on the
 BJ3481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3481.degrees latitude (g = 980.6199 gals.).
 BJ3481
 BJ3481.The modeled gravity was interpolated from observed gravity values.
 BJ3481
 BJ3481;                    North         East    Units  Estimated Accuracy
 BJ3481;SPC LA S     -   239,940.    1,032,880.      MT  (+/- 180 meters Scaled)
 BJ3481
 BJ3481                          SUPERSEDED SURVEY CONTROL
 BJ3481
 BJ3481.No superseded survey control is available for this station.
 BJ3481
 BJ3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP925941(NAD 83)
 BJ3481_MARKER: DR = REFERENCE MARK DISK
 BJ3481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3481_SP_SET: CONCRETE POST
 BJ3481_STAMPING: CHANEY NO 2 1970
 BJ3481_MARK LOGO: NGS   
 BJ3481_PROJECTION: PROJECTING 8 CENTIMETERS
 BJ3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3481+STABILITY: SURFACE MOTION
 BJ3481
 BJ3481  HISTORY     - Date     Condition        Report By
 BJ3481  HISTORY     - 1970     MONUMENTED       NGS
 BJ3481  HISTORY     - 1983     GOOD             LADTD
 BJ3481
 BJ3481                          STATION DESCRIPTION
 BJ3481
 BJ3481'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3481'5.23 KM (3.2 MI) SW FROM PRIDE.
 BJ3481'ABOUT 3.46 KM (2.15 MILES) SOUTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3481'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND MILLDALE ROAD,
 BJ3481'THENCE RIGHT ON MILLDALE ROAD FOR 1.77 KM (1.10 MILES) TO THE STATION
 BJ3481'ON THE RIGHT, 21.95 METERS (72 FEET) WEST OF THE CENTER OF A METAL
 BJ3481'GATE, 13.72 METERS (45 FEET) NORTH OF THE CENTER OF MILLDALE ROAD AND
 BJ3481'0.61 METER (2 FEET) NORTH OF A FENCE.
 BJ3481'THE MARK IS ABOVE LEVEL WITH MILLDALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0159 ***********************************************************************
 AV0159  DESIGNATION -  CHANNEL
 AV0159  PID         -  AV0159
 AV0159  STATE/COUNTY-  LA/IBERIA
 AV0159  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0159
 AV0159                         *CURRENT SURVEY CONTROL
 AV0159  ___________________________________________________________________
 AV0159* NAD 83(1992)-  29 34 40.47747(N)    092 02 04.06338(W)     ADJUSTED  
 AV0159* NAVD 88     -         0.33   (+/-2cm)       1.1    (feet)  VERTCON   
 AV0159  ___________________________________________________________________
 AV0159  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AV0159  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AV0159
 AV0159  HORZ ORDER  -  SECOND
 AV0159  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0159
 AV0159.The horizontal coordinates were established by classical geodetic methods
 AV0159.and adjusted by the National Geodetic Survey in January 1993..
 AV0159
 AV0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0159.The vertical order pertains to the NGVD 29 superseded value.
 AV0159
 AV0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0159
 AV0159.The geoid height was determined by GEOID03.
 AV0159
 AV0159;                    North         East     Units Scale Factor Converg.
 AV0159;SPC LA S     -   119,689.120   932,069.883   MT  0.99995281   -0 21 02.1
 AV0159;SPC LA S     -   392,680.05  3,057,965.94   sFT  0.99995281   -0 21 02.1
 AV0159;UTM  15      - 3,272,404.874   593,517.745   MT  0.99970791   +0 28 35.9
 AV0159
 AV0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0159!SPC LA S     -   1.00000396  x   0.99995281  =   0.99995677
 AV0159!UTM  15      -   1.00000396  x   0.99970791  =   0.99971187
 AV0159
 AV0159|---------------------------------------------------------------------|
 AV0159| PID    Reference Object                     Distance      Geod. Az  |
 AV0159|                                                           dddmmss.s |
 AV0159| AV0161 CHANNEL RM 1                         20.023 METERS 02618     |
 AV0159| AU2586 FLOATING RIG A                      APPROX.15.7 KM 0464335.2 |
 AV0159| AU2587 FLOATING RIG B                      APPROX.16.0 KM 0464556.3 |
 AV0159| CV9680 CHANNEL AZ MK                                      0480437.9 |
 AV0159| AV0635 SW PASS VERMILION BAY LIGHT 1       APPROX. 2.4 KM 2335253.7 |
 AV0159| AV0160 CHANNEL RM 2                         26.758 METERS 27525     |
 AV0159|---------------------------------------------------------------------|
 AV0159
 AV0159                          SUPERSEDED SURVEY CONTROL
 AV0159
 AV0159  NAD 83(1986)-  29 34 40.50007(N)    092 02 04.05374(W) AD(       ) 2
 AV0159  NAD 27      -  29 34 39.72600(N)    092 02 03.60000(W) AD(       ) 2
 AV0159  NGVD 29 (??/??/??)    0.341  (m)            1.12   (f) ADJUSTED    1 2
 AV0159
 AV0159.Superseded values are not recommended for survey control.
 AV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0159.See file dsdata.txt to determine how the superseded data were derived.
 AV0159
 AV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9351872405(NAD 83)
 AV0159_MARKER: DS = TRIANGULATION STATION DISK
 AV0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0159_STAMPING: CHANNEL 1933
 AV0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0159+STABILITY: SURFACE MOTION
 AV0159
 AV0159  HISTORY     - Date     Condition        Report By
 AV0159  HISTORY     - 1933     MONUMENTED       CGS
 AV0159  HISTORY     - 1948     GOOD             SUNOCO
 AV0159  HISTORY     - 1948     GOOD             CGS
 AV0159  HISTORY     - 1955     GOOD             CGS
 AV0159  HISTORY     - 1960     GOOD             CGS
 AV0159  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AV0159  HISTORY     - 1966     GOOD             CGS
 AV0159  HISTORY     - 1974     GOOD             USGS
 AV0159  HISTORY     - 1979     GOOD             NGS
 AV0159  HISTORY     - 1979     GOOD             NGS
 AV0159  HISTORY     - 1979     GOOD             NGS
 AV0159
 AV0159                          STATION DESCRIPTION
 AV0159
 AV0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0159'STATION IS ON THE EXTREME SOUTHWESTERN POINT OF MARSH ISLAND
 AV0159'(KNOWN AS LIGHTHOUSE POINT), THE FIRST PROMINENT POINT TO
 AV0159'THE EASTWARD UPON ENTERING SOUTHWEST PASS FROM THE GULF, IN
 AV0159'BOGGY GROUND, OVERGROWN WITH MARSH GRASS, ABOUT 150 METERS
 AV0159'(490 FEET) E FROM THE POINT, ABOUT 50 METERS (165 FEET) S
 AV0159'FROM THE SHORE LINE, AND ABOUT 100 METERS (330 FEET) SE
 AV0159'OF AN OLD WOODEN CATTLE LOADING CHUTE.
 AV0159'
 AV0159'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AV0159'SET IN SQUARE POSTS OR BLOCKS OF CONCRETE.
 AV0159'
 AV0159'REFERENCE MARK NO. 1 IS 20.023 METERS (65.69 FEET) FROM THE
 AV0159'STATION N 26 DEG 15 MIN E.
 AV0159'
 AV0159'REFERENCE MARK NO. 2 IS 26.758 METERS (87.79 FEET) FROM
 AV0159'THE STATION N 84 DEG 29 MIN W.
 AV0159'
 AV0159'THE WATER INTO THE SHORE LINE IS FULL OF SHELL REEFS, JUST
 AV0159'UNDER WATER AT LOW TIDE.  THIS STATION CAN BE REACHED ONLY
 AV0159'BY BOAT.
 AV0159
 AV0159                          STATION RECOVERY (1948)
 AV0159
 AV0159'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AV0159'STATION RECOVERED IN GOOD CONDITION.
 AV0159
 AV0159                          STATION RECOVERY (1948)
 AV0159
 AV0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0159'RECOVERED.
 AV0159'
 AV0159'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0159'
 AV0159'ABOUT 16 MILES SOUTHEAST OF INTRACOASTAL CITY, ON THE EAST
 AV0159'SIDE OF SOUTHWEST PASS, AT THE EXTREME WEST END OF MARSH
 AV0159'ISLAND, ON LIGHTHOUSE POINT, 115 METERS SOUTHEAST OF THE
 AV0159'END OF THE POINT, 41 METERS SOUTH OF THE SHORELINE OF A SMALL
 AV0159'COVE 100 METERS EAST OF THE POINT, AND IN THE MARSH.  A STANDARD
 AV0159'DISK STAMPED CHANNEL 1933 AND SET IN TOP OF A CONCRETE POST.
 AV0159'
 AV0159'THE CATTLE LOADING CHUTE NO LONGER EXISTS.  20 METERS OR MORE
 AV0159'OF THE POINT AND THE LOADING CHUTE WERE WASHED OUT IN A STORM.
 AV0159'THERE ARE NOW NO PERMANENT STRUCTURES ON THE POINT.
 AV0159'
 AV0159'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 112 METERS
 AV0159'SOUTHEAST OF THE END OF THE POINT, 21 METERS SOUTH OF THE
 AV0159'SHORELINE OF THE COVE AND IN THE MARSH.  A STANDARD DISK
 AV0159'STAMPED NO. 1 1933 AND SET IN TOP OF A SQUARE CONCRETE POST.
 AV0159'
 AV0159'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 100 METERS
 AV0159'SOUTHEAST OF THE END OF THE POINT AND IN THE MARSH.  A STANDARD
 AV0159'DISK STAMPED NO. 2 1933 AND SET IN TOP OF A CONCRETE POST.
 AV0159'
 AV0159'TIDAL B.M. NO. 2 IS NORTHWEST OF THE STATION, 10 METERS EAST
 AV0159'OF THE END OF THE POINT, 5 METERS SOUTH OF THE SOUTH SIDE
 AV0159'OF THE SHELL FRINGE ALONG THE EDGE OF THE MARSH.  A STANDARD
 AV0159'BENCH MARK DISK WITH FIGURE 2 SCRATCHED ON SURFACE AND SET
 AV0159'IN TOP OF CONCRETE POST FLUSH WITH SURFACE OF MARSH.
 AV0159'
 AV0159'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 AV0159'CHECKED APPROXIMATELY.
 AV0159
 AV0159                          STATION RECOVERY (1955)
 AV0159
 AV0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0159'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AV0159'FOUND TO BE IN GOOD CONDITION AND AS DESCRIBED IN 1933.  AN
 AV0159'AZIMUTH MARK WAS ESTABLISHED THIS YEAR.
 AV0159'
 AV0159'STATION WAS REACHED BY BOAT, SAILING FROM THE SHELL MORGAN
 AV0159'CAMP AT INTRACOASTAL CITY, LOUISIANA.
 AV0159'
 AV0159'ALL MARKS ARE STANDARD DISKS.
 AV0159'
 AV0159'STATION MARK, STAMPED CHANNEL 1933, IS SET IN THE TOP OF A
 AV0159'CONCRETE POST WHICH IS 6 INCHES SQUARE AND FLUSH WITH THE
 AV0159'SURFACE OF THE GROUND.
 AV0159'
 AV0159'REFERENCE MARK 1, STAMPED NO 1, IS SET IN THE TOP OF A CONCRETE
 AV0159'POST WHICH IS 6 INCHES SQUARE AND PROJECTS 2 INCHES ABOVE THE
 AV0159'SURFACE OF THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 AV0159'THE STATION MARK.
 AV0159'
 AV0159'REFERENCE MARK 2, STAMPED NO 2, IS SET IN THE TOP OF A CONCRETE
 AV0159'POST WHICH IS 6 INCHES SQUARE AND PROJECTS 2 INCHES ABOVE THE
 AV0159'SURFACE OF THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 AV0159'THE STATION MARK.
 AV0159'
 AV0159'AZIMUTH MARK, STAMPED CHANNEL 1933, IS BRAZED TO THE TOP OF
 AV0159'AN IRON PIPE WHICH IS 3 INCHES IN DIAMETER BY 3 FEET IN
 AV0159'LENGTH, SET IN THE CENTER OF A TILE PIPE WHICH IS 8 INCHES
 AV0159'IN DIAMETER, FILLED WITH CONCRETE AND PROJECTS 12 INCHES ABOVE
 AV0159'THE SURFACE OF THE GROUND.  THE MARK IS SET ALONG THE BEACH,
 AV0159'ON THE FIRST POINT NORTHEAST OF STATION, ABOUT 1.0 MILE
 AV0159'SOUTHWEST OF PORPOISE POINT, 8 FEET EAST SOUTHEAST OF WATERS
 AV0159'EDGE, 5 FEET SOUTH OF A WHITE WITNESS POST AND 18 FEET
 AV0159'SOUTH OF A SMALL CLUMP OF BUSHES.
 AV0159'
 AV0159'OBSERVATIONS WERE MADE FROM THE TOP OF A 77 FOOT STEEL TOWER.
 AV0159
 AV0159                          STATION RECOVERY (1960)
 AV0159
 AV0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0159'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  THE 1955
 AV0159'RECOVERY NOTE BY R.A.G. IS ADEQUATE.
 AV0159
 AV0159                          STATION RECOVERY (1966)
 AV0159
 AV0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 AV0159'THE STATION MARK, STAMPED CHANNEL 1933, IS ABOUT 10.6 MILES
 AV0159'EAST ALONG THE SHORE LINE OF THE GULF OF MEXICO FROM THE
 AV0159'CEMETERY AT CHENIERE AU TIGRE, THENCE 0.7 MILE SOUTHEAST
 AV0159'ACROSS SOUTHWEST PASS, ON THE NORTHWEST POINT OF MARSH ISLAND,
 AV0159'ABOUT 100 YARDS SOUTHEAST OF THE POINT OF THE ISLAND, ABOUT
 AV0159'100 FEET SOUTH OF THE EDGE OF THE CHANNEL, AND SET IN THE
 AV0159'TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW THE GROUND.
 AV0159'
 AV0159'R.M. 1, ABOUT 1 HOUR WAS SPENT IN SEARCHING FOR THIS MARK
 AV0159'BUT IT WAS NOT RECOVERED.
 AV0159'
 AV0159'R.M. 2, ABOUT 1 HOUR WAS SPENT IN SEARCHING FOR THIS MARK
 AV0159'BUT IT WAS NOT RECOVERED.
 AV0159'
 AV0159'R.M. 3, STAMPED CHANNEL NO 3 1933 1966, IS 102.1 FEET NORTH
 AV0159'OF THE STATION, ON THE NORTHEAST EDGE OF A MARSH, 135 FEET
 AV0159'EAST OF THE CENTER OF A SMALL WOODEN DOCK, 187 FEET EAST OF
 AV0159'CHANNEL R.M. 4, 20 FEET SOUTH OF THE SOUTH WATER LINE OF
 AV0159'SOUTHWEST PASS, SET IN THE TOP OF A CONCRETE FILLED, 5-INCH,
 AV0159'CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 AV0159'
 AV0159'R.M. 4, STAMPED CHANNEL NO 4 1933 1966, IS 237.0 FEET
 AV0159'NORTH-NORTHWEST OF THE STATION MARK, 90 FEET EAST OF THE WEST
 AV0159'END OF THE ISLAND, 60 FEET WEST OF THE CENTER OF A SMALL
 AV0159'WOODEN DOCK, 25 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTHWEST
 AV0159'PASS CHANNEL, 2.0 FEET WEST OF AN OLD WOODEN FENCE CORNER
 AV0159'POST, SET IN THE TOP OF A CONCRETE FILLED, 5-INCH, CAST IRON
 AV0159'PIPE WHICH PROJECTS 6 INCHES.
 AV0159
 AV0159                          STATION RECOVERY (1966)
 AV0159
 AV0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0159'11.3 MI E FROM CHENIERE AU TIGRE.
 AV0159'ABOUT 10.6 MILES EAST ALONG THE SHORELINE FROM THE CEMETERY AT
 AV0159'CHENIERE AU TIGRE, THENCE 0.7 MILE SOUTHEAST ACROSS SOUTHWEST PASS, ON
 AV0159'THE NORTHWEST POINT OF MARSH ISLAND, ABOUT 100 YARDS SOUTHEAST OF THE
 AV0159'POINT OF THE ISLAND, ABOUT 100 FEET SOUTH OF THE EDE OF THE CHANNEL,
 AV0159'AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW THE GROUND.
 AV0159
 AV0159                          STATION RECOVERY (1974)
 AV0159
 AV0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 AV0159'THE STATION MK. WAS FOUND IN GOOD CONDITION ABOUT 8 INCHES
 AV0159'BELOW THE SURFACE OF GROUND.  THE WOODEN WITNESS POST REMAINS
 AV0159'IN POSITION AND AN 2 INCH IRON PIPE HAS BEEN DRIVEN AT THE E.
 AV0159'EDGE OF MARK.  NONE OF THE REF. MKS. WERE FOUND.  A FLARED
 AV0159'IRON PIPE FILLED WITH CONCRETE WAS FOUND IN THE WATER NEAR
 AV0159'THE POSITION OF R.M. 4.  THE STATION MK. IS ABOUT 270 FT.
 AV0159'SE OF THE POINT OF THE ISLAND AND ABOUT 100 FT. N. OF THE S.
 AV0159'SHORE AND 100 FT. S. OF THE N. SHORE.
 AV0159
 AV0159                          STATION RECOVERY (1979)
 AV0159
 AV0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0159'STATION RECOVERED IN GOOD CONDITION .  REFERENCE MARKS 3 AND 4
 AV0159'WERE SEARCHED FOR BUT WERE NOT FOUND.  REFERENCE MARKS 5 AND 6
 AV0159'WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 AV0159'FOLLOWS.
 AV0159'
 AV0159'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF SOUTHWEST PASS ON
 AV0159'LIGHTHOUSE POINT, THIS IS THE MOST WEST POINT OF MARSH ISLAND,
 AV0159'ABOUT 28 MILES SOUTH-SOUTHEAST OF ABBEVILLE.
 AV0159'
 AV0159'THE DISTANCE TO REFERENCE MARK 5 IS 19.423 METERS OR 63.73 FEET,
 AV0159'TO REFERENCE MARK 6 IS 27.452 METERS, OR 90.07 FEET, AND BETWEEN
 AV0159'REFERENCE MARKS 5 AND 6 IS 99.25 FEET.  THE ANGLE BETWEEN THE
 AV0159'REFERENCE MARKS IS 78 DEGREES 17 MINUTES AND 39.82 SECONDS.
 AV0159'
 AV0159'THE STATION WAS REACHED
 AV0159'BY HELICOPTER.
 AV0159'
 AV0159'THE STATION IS A STANDARD CGS DISK
 AV0159'STAMPED---CHANNEL 1933---,
 AV0159'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AV0159'RECESSED 30 CM BELOW THE GROUND.
 AV0159'IT IS LOCATED
 AV0159'300 FEET EAST FROM THE SHORELINE,
 AV0159'200 FEET EAST FROM THE SHORELINE OF THE GULF AND
 AV0159'100 FEET SOUTH FROM THE SHORELINE OF BAY.
 AV0159'
 AV0159'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 AV0159'STAMPED---CHANNEL 1933 NO 5 1979---,
 AV0159'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 AV0159'DRIVEN INTO THE GROUND 15 FEET, PROJECTING 30 CM ABOVE
 AV0159'THE GROUND, AND ENCASED BY A 5-INCH WHITE PVC PIPE.
 AV0159'IT IS LOCATED
 AV0159'300 FEET EAST FROM OF THE PASS AND
 AV0159'300 FEET NORTH FROM OF THE GULF.
 AV0159'MARK IS LEVEL WITH STATION.
 AV0159'
 AV0159'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK
 AV0159'STAMPED---CHANNEL 1933 NO 6 1979----,
 AV0159'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 AV0159'DRIVEN INTO THE GROUND 15 FEET, PROJECTING 30 CM ABOVE
 AV0159'THE GROUND, AND ENCASED BY A 5-INCH WHITE PVC PIPE.
 AV0159'IT IS LOCATED
 AV0159'400 FEET EAST FROM THE PASS AND
 AV0159'200 FEET NORTH FROM THE GULF.
 AV0159'MARK IS LEVEL WITH STATION.
 AV0159'
 AV0159'THE STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL SURVEY
 AV0159'SYSTEM.
 AV0159
 AV0159                          STATION RECOVERY (1979)
 AV0159
 AV0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AV0159'RECOVERED IN GOOD CONDITION.
 AV0159
 AV0159                          STATION RECOVERY (1979)
 AV0159
 AV0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AV0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0161 ***********************************************************************
 AV0161  DESIGNATION -  CHANNEL RM 1
 AV0161  PID         -  AV0161
 AV0161  STATE/COUNTY-  LA/IBERIA
 AV0161  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0161
 AV0161                         *CURRENT SURVEY CONTROL
 AV0161  ___________________________________________________________________
 AV0161* NAD 83(1986)-  29 34 40.     (N)    092 02 02.     (W)     SCALED    
 AV0161* NAVD 88     -         0.34   (+/-2cm)       1.1    (feet)  VERTCON   
 AV0161  ___________________________________________________________________
 AV0161  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AV0161
 AV0161  VERT ORDER  -  THIRD (See Below)
 AV0161
 AV0161.The horizontal coordinates were scaled from a topographic map and have
 AV0161.an estimated accuracy of +/- 6 seconds.
 AV0161
 AV0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0161.The vertical order pertains to the NGVD 29 superseded value.
 AV0161
 AV0161.The geoid height was determined by GEOID03.
 AV0161
 AV0161;                    North         East    Units  Estimated Accuracy
 AV0161;SPC LA S     -   119,670.      932,130.      MT  (+/- 180 meters Scaled)
 AV0161
 AV0161                          SUPERSEDED SURVEY CONTROL
 AV0161
 AV0161  NGVD 29 (??/??/??)    0.356  (m)            1.17   (f) ADJUSTED    3 0
 AV0161
 AV0161.Superseded values are not recommended for survey control.
 AV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0161.See file dsdata.txt to determine how the superseded data were derived.
 AV0161
 AV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN935723(NAD 83)
 AV0161_MARKER: DR = REFERENCE MARK DISK
 AV0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0161_STAMPING: NO. 1 1933
 AV0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0161+STABILITY: SURFACE MOTION
 AV0161
 AV0161  HISTORY     - Date     Condition        Report By
 AV0161  HISTORY     - 1933     MONUMENTED       CGS
 AV0161  HISTORY     - 1948     GOOD             CGS
 AV0161  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0161
 AV0161                          STATION DESCRIPTION
 AV0161
 AV0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AV0161'16 MI SE FROM INTRACOASTAL CITY.
 AV0161'ABOUT 16 MILES SOUTHEAST OF INTRACOASTAL CITY, ON THE EAST SIDE OF
 AV0161'SOUTHWEST PASS AT THE EXTREME WEST END OF MARSH ISLAND, ON LIGHTHOUSE
 AV0161'POINT, 112 METERS SOUTHEAST OF THE END OF THE POINT, 21 METERS SOUTH
 AV0161'OF THE SHORELINE OF A SMALL COVE, 20.023 METERS (65.69 FEET) IN
 AV0161'AZIMUTH 206 DEG 15 MIN FROM TRIANGULATION STATION CHANNEL (SEE
 AV0161'DESCRIPTION THEREOF) AND IN THE MARSH. A STANDARD REFERENCE MARK DISK
 AV0161'STAMPED NO. 1 1933 AND SET IN TOP OF A SQUARE CONCRETE POST.
 AV0161
 AV0161                          STATION RECOVERY (1966)
 AV0161
 AV0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0160 ***********************************************************************
 AV0160  DESIGNATION -  CHANNEL RM 2
 AV0160  PID         -  AV0160
 AV0160  STATE/COUNTY-  LA/IBERIA
 AV0160  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0160
 AV0160                         *CURRENT SURVEY CONTROL
 AV0160  ___________________________________________________________________
 AV0160* NAD 83(1986)-  29 34 40.     (N)    092 02 02.     (W)     SCALED    
 AV0160* NAVD 88     -         0.40   (+/-2cm)       1.3    (feet)  VERTCON   
 AV0160  ___________________________________________________________________
 AV0160  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AV0160
 AV0160  VERT ORDER  -  THIRD (See Below)
 AV0160
 AV0160.The horizontal coordinates were scaled from a topographic map and have
 AV0160.an estimated accuracy of +/- 6 seconds.
 AV0160
 AV0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0160.The vertical order pertains to the NGVD 29 superseded value.
 AV0160
 AV0160.The geoid height was determined by GEOID03.
 AV0160
 AV0160;                    North         East    Units  Estimated Accuracy
 AV0160;SPC LA S     -   119,670.      932,130.      MT  (+/- 180 meters Scaled)
 AV0160
 AV0160                          SUPERSEDED SURVEY CONTROL
 AV0160
 AV0160  NGVD 29 (??/??/??)    0.420  (m)            1.38   (f) ADJUSTED    3 0
 AV0160
 AV0160.Superseded values are not recommended for survey control.
 AV0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0160.See file dsdata.txt to determine how the superseded data were derived.
 AV0160
 AV0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN935723(NAD 83)
 AV0160_MARKER: DR = REFERENCE MARK DISK
 AV0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0160_STAMPING: NO. 2 1933
 AV0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0160+STABILITY: SURFACE MOTION
 AV0160
 AV0160  HISTORY     - Date     Condition        Report By
 AV0160  HISTORY     - 1933     MONUMENTED       CGS
 AV0160  HISTORY     - 1948     GOOD             CGS
 AV0160  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0160
 AV0160                          STATION DESCRIPTION
 AV0160
 AV0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AV0160'16 MI SE FROM INTRACOASTAL CITY.
 AV0160'ABOUT 16 MILES SOUTHEAST OF INTRACOASTAL CITY, ON THE EAST SIDE OF
 AV0160'SOUTHWEST PASS, AT THE EXTREME WEST END OF MARSH ISLAND, ON LIGHTHOUSE
 AV0160'POINT, 100 METERS SOUTHEAST OF THE EXTREME END OF THE POINT, 26.758
 AV0160'METERS (87.79 FEET) IN AZIMUTH 95 DEG 31 MIN FROM TRIANGULATION
 AV0160'STATION CHANNEL (SEE DESCRIPTION THEREOF) AND IN THE MARSH. A STANDARD
 AV0160'REFERENCE MARK DISK STAMPED NO. 2 1933 AND SET IN TOP OF A SQUARE
 AV0160'CONCRETE POST PROJECTING 3 INCHES.
 AV0160
 AV0160                          STATION RECOVERY (1966)
 AV0160
 AV0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0158 ***********************************************************************
 AV0158  DESIGNATION -  CHANNEL RM 3
 AV0158  PID         -  AV0158
 AV0158  STATE/COUNTY-  LA/IBERIA
 AV0158  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0158
 AV0158                         *CURRENT SURVEY CONTROL
 AV0158  ___________________________________________________________________
 AV0158* NAD 83(1986)-  29 34 41.     (N)    092 02 03.     (W)     SCALED    
 AV0158* NAVD 88     -         0.77   (+/-2cm)       2.5    (feet)  VERTCON   
 AV0158  ___________________________________________________________________
 AV0158  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AV0158
 AV0158  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0158
 AV0158.The horizontal coordinates were scaled from a topographic map and have
 AV0158.an estimated accuracy of +/- 6 seconds.
 AV0158
 AV0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0158.The vertical order pertains to the NGVD 29 superseded value.
 AV0158
 AV0158.The geoid height was determined by GEOID03.
 AV0158
 AV0158;                    North         East    Units  Estimated Accuracy
 AV0158;SPC LA S     -   119,710.      932,100.      MT  (+/- 180 meters Scaled)
 AV0158
 AV0158                          SUPERSEDED SURVEY CONTROL
 AV0158
 AV0158  NGVD 29 (??/??/??)    0.784  (m)            2.57   (f) ADJUSTED    1 2
 AV0158
 AV0158.Superseded values are not recommended for survey control.
 AV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0158.See file dsdata.txt to determine how the superseded data were derived.
 AV0158
 AV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN935724(NAD 83)
 AV0158_MARKER: DR = REFERENCE MARK DISK
 AV0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0158_STAMPING: CHANNEL NO 3 1933 1966
 AV0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0158+STABILITY: SURFACE MOTION
 AV0158
 AV0158  HISTORY     - Date     Condition        Report By
 AV0158  HISTORY     - 1966     MONUMENTED       CGS
 AV0158  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0158  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0158
 AV0158                          STATION DESCRIPTION
 AV0158
 AV0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0158'11.3 MI E FROM CHENIERE.
 AV0158'ABOUT 10.6 MILES EAST ALONG THE SHORE LINE OF THE GULF OF MEXICO FROM
 AV0158'THE CEMETERY AT CHENIERE AU TIGRE, THENCE 0.7 MILE SOUTHEAST ACROSS
 AV0158'SOUTHWEST PASS, ON THE NORTHWEST POINT OF MARSH ISLAND, ON THE
 AV0158'NORTHEAST EDGE OF A MARSH,135 FEET EAST OF THE CENTER OF A SMALL
 AV0158'WOODEN DOCK, 102.1 FEET NORTH OF TRIANGULATION STATION CHANNEL, 187
 AV0158'FEET EAST OF CHANNEL R.M. 4, 20 FEET SOUTH OF THE SOUTH WATER LINE OF
 AV0158'SOUTHWEST PASS CHANNEL, SET IN THE TOP OF A CONCRETE FILLED, 5-INCH
 AV0158'CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 AV0158
 AV0158                          STATION RECOVERY (1979)
 AV0158
 AV0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AV0158'MARK NOT FOUND.
 AV0158
 AV0158                          STATION RECOVERY (1979)
 AV0158
 AV0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AV0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0157 ***********************************************************************
 AV0157  DESIGNATION -  CHANNEL RM 4
 AV0157  PID         -  AV0157
 AV0157  STATE/COUNTY-  LA/IBERIA
 AV0157  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0157
 AV0157                         *CURRENT SURVEY CONTROL
 AV0157  ___________________________________________________________________
 AV0157* NAD 83(1986)-  29 34 42.     (N)    092 02 03.     (W)     SCALED    
 AV0157* NAVD 88     -         1.08   (+/-2cm)       3.5    (feet)  VERTCON   
 AV0157  ___________________________________________________________________
 AV0157  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AV0157
 AV0157  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0157
 AV0157.The horizontal coordinates were scaled from a topographic map and have
 AV0157.an estimated accuracy of +/- 6 seconds.
 AV0157
 AV0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0157.The vertical order pertains to the NGVD 29 superseded value.
 AV0157
 AV0157.The geoid height was determined by GEOID03.
 AV0157
 AV0157;                    North         East    Units  Estimated Accuracy
 AV0157;SPC LA S     -   119,740.      932,100.      MT  (+/- 180 meters Scaled)
 AV0157
 AV0157                          SUPERSEDED SURVEY CONTROL
 AV0157
 AV0157  NGVD 29 (??/??/??)    1.098  (m)            3.60   (f) ADJUSTED    1 2
 AV0157
 AV0157.Superseded values are not recommended for survey control.
 AV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0157.See file dsdata.txt to determine how the superseded data were derived.
 AV0157
 AV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN935724(NAD 83)
 AV0157_MARKER: DR = REFERENCE MARK DISK
 AV0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0157_STAMPING: CHANNEL NO 4 1933 1966
 AV0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0157+STABILITY: SURFACE MOTION
 AV0157
 AV0157  HISTORY     - Date     Condition        Report By
 AV0157  HISTORY     - 1966     MONUMENTED       CGS
 AV0157  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0157  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0157
 AV0157                          STATION DESCRIPTION
 AV0157
 AV0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0157'11.3 MI E FROM CHENIERE AU TIGRE.
 AV0157'ABOUT 10.6 MILES EAST ALONG THE SHORE LINE OF THE GULF OF MEXICO FROM
 AV0157'THE CEMETERY AT CHENIERE AU TIGRE, THENCE 0.7 MILE SOUTHEAST ACROSS
 AV0157'SOUTHWEST PASS, ON THE NORTHWEST POINT OF MARSH ISLAND, 90 FEET EAST
 AV0157'OF THE WEST END OF THE ISLAND, 237.0 FEET NORTH-NORTHWEST OF
 AV0157'TRIANGULATION STATION CHANNEL, 60 FEET WEST OF THE CENTER OF A SMALL
 AV0157'WOODEN DOCK, 25 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTHWEST PASS
 AV0157'CHANNEL, 2.0 FEET WEST OF AN OLD WOODEN FENCE CORNER POST, SET IN THE
 AV0157'TOP OF A CONCRETE FILLED, 5-INCH, CAST IRON PIPE WHICH PROJECTS 6
 AV0157'INCHES.
 AV0157
 AV0157                          STATION RECOVERY (1979)
 AV0157
 AV0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AV0157'MARK NOT FOUND.
 AV0157
 AV0157                          STATION RECOVERY (1979)
 AV0157
 AV0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AV0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4576 ***********************************************************************
 BJ4576  DESIGNATION -  CHAPEL
 BJ4576  PID         -  BJ4576
 BJ4576  STATE/COUNTY-  LA/ST HELENA
 BJ4576  USGS QUAD   -  GREENSBURG (1981)
 BJ4576
 BJ4576                         *CURRENT SURVEY CONTROL
 BJ4576  ___________________________________________________________________
 BJ4576* NAD 83(1992)-  30 49 47.20746(N)    090 41 37.27917(W)     ADJUSTED  
 BJ4576* NAVD 88     -        77.6    (meters)     255.     (feet)  VERTCON   
 BJ4576  ___________________________________________________________________
 BJ4576  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ4576  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4576
 BJ4576  HORZ ORDER  -  SECOND
 BJ4576
 BJ4576.The horizontal coordinates were established by classical geodetic methods
 BJ4576.and adjusted by the National Geodetic Survey in May 1994..
 BJ4576
 BJ4576.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4576
 BJ4576.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4576
 BJ4576.The geoid height was determined by GEOID03.
 BJ4576
 BJ4576;                    North         East     Units Scale Factor Converg.
 BJ4576;SPC LA S     -   258,422.545 1,061,198.564   MT  1.00003017   +0 19 11.4
 BJ4576;SPC LA S     -   847,841.30  3,481,615.62   sFT  1.00003017   +0 19 11.4
 BJ4576;UTM  15      - 3,413,013.600   720,593.072   MT  1.00020030   +1 10 56.8
 BJ4576
 BJ4576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4576!SPC LA S     -   0.99999209  x   1.00003017  =   1.00002226
 BJ4576!UTM  15      -   0.99999209  x   1.00020030  =   1.00019239
 BJ4576
 BJ4576|---------------------------------------------------------------------|
 BJ4576| PID    Reference Object                     Distance      Geod. Az  |
 BJ4576|                                                           dddmmss.s |
 BJ4576| CW1195 CHAPEL RM 2                           9.644 METERS 00637     |
 BJ4576| BJ4575 GREENSBURG ELEC CORP RAD MAST       APPROX. 1.4 KM 0741038.0 |
 BJ4576| CW1194 CHAPEL RM 1                          12.334 METERS 18429     |
 BJ4576| CW1193 CHAPEL AZ MK                                       2871038.8 |
 BJ4576| BJ4577 CHAPEL LDH 1970 POINT A              18.017 METERS 31648     |
 BJ4576|---------------------------------------------------------------------|
 BJ4576
 BJ4576                          SUPERSEDED SURVEY CONTROL
 BJ4576
 BJ4576  NAD 83(1992)-  30 49 47.20895(N)    090 41 37.27904(W) AD(       ) 2
 BJ4576  NAD 83(1986)-  30 49 47.22390(N)    090 41 37.27575(W) AD(       ) 2
 BJ4576  NAD 27      -  30 49 46.56591(N)    090 41 36.92288(W) AD(       ) 2
 BJ4576  NGVD 29 (07/19/86)   77.6    (m)          255.     (f) VERT ANG       
 BJ4576
 BJ4576.Superseded values are not recommended for survey control.
 BJ4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4576.See file dsdata.txt to determine how the superseded data were derived.
 BJ4576
 BJ4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2059313014(NAD 83)
 BJ4576_MARKER: DD = SURVEY DISK
 BJ4576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4576
 BJ4576  HISTORY     - Date     Condition        Report By
 BJ4576  HISTORY     - 1970     MONUMENTED       LADH
 BJ4576
 BJ4576                          STATION DESCRIPTION
 BJ4576
 BJ4576'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4576'THE STATION IS LOCATED 1.5 MILES WEST OF GREENSBURG AND 11 MILES
 BJ4576'NORTH-NORTHWEST OF MONTPELIER IN THE SOUTHEAST QUARTER OF SECTION
 BJ4576'34, T2S, R5E AND ON THE PROPERTY OWNED BY THE TURNER CHAPEL
 BJ4576'(CHURCH).
 BJ4576'
 BJ4576'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, DRIVE WEST
 BJ4576'ALONG STATE HIGHWAY 1042 FOR 1.5 MILES TO A BLACK TOP ROAD LEADING
 BJ4576'NORTH BY THE TURNER CHAPEL, DRIVE NORTH ALONG BLACK TOP ROAD FOR
 BJ4576'0.15 MILE TO THE STATION WHICH IS SET TO THE RIGHT AND EAST OF THE
 BJ4576'ROAD NEAR A CEMETERY.
 BJ4576'
 BJ4576'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG THE
 BJ4576'PARISH ROAD FOR 0.1 MILE TO A BLACK TOP ROAD LEADING WEST, DRIVE
 BJ4576'WEST ALONG BLACK TOP ROAD FOR 0.2 MILE TO THE MARK WHICH IS SET TO
 BJ4576'THE RIGHT AND NORTH OF THE ROAD NEAR AN OAK TREE.
 BJ4576'
 BJ4576'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4576'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4576'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4576'STAMPED CHAPEL 1970.  IT IS 99 FEET EAST OF THE CENTER OF A PARISH
 BJ4576'ROAD, 96 FEET NORTH OF THE CENTER OF A GATE TO A CEMETERY, 95
 BJ4576'FEET SOUTH OF THE NORTHWEST CORNER OF A FENCE AROUND THE
 BJ4576'CEMETERY, 38 FEET SOUTH OF A 42 INCH OAK TREE, AND I FEET
 BJ4576'WEST-SOUTHWEST OF A METAL WITNESS POST.
 BJ4576'
 BJ4576'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4576'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4576'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4576'STAMPED CHAPEL RM 1 1970.  IT IS 97 FEET EAST OF THE CENTER OF A
 BJ4576'PARISH ROAD, 78 FEET SOUTH OF A 42 INCH OAK TREE, 73 FEET EAST OF A
 BJ4576'12 INCH PINE TREE, 56 FEET NORTH OF A GATE INTO THE CEMETERY, AND
 BJ4576'41 FEET SOUTH OF THE METAL WITNESS POST AT THE STATION.
 BJ4576'
 BJ4576'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4576'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4576'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4576'STAMPED CHAPEL RM 2 1970.  IT IS 128 FEET NORTH OF A GATE INTO THE
 BJ4576'CEMETERY, 100 FEET EAST OF THE CENTER OF A PARISH ROAD, 63 FEET SOUTH
 BJ4576'OF THE NORTHWEST CORNER OF THE FENCE AROUND A CEMETERY, 31 FEET
 BJ4576'NORTH OF THE WITNESS POST, AND 7 FEET SOUTH OF A 42 INCH OAK TREE.
 BJ4576'
 BJ4576'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4576'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4576'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4576'CHAPEL AZ MK 1970.  IT IS 76 FEET SOUTHWEST OF A 12 INCH WATER OAK
 BJ4576'TREE, 74 FEET SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD INTO
 BJ4576'A SMALL HOUSE, 21 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 10
 BJ4576'FEET EAST-NORTHEAST OF A 12 INCH OAK TREE, AND 3 FEET NORTH OF A
 BJ4576'METAL WITNESS POST.
 BJ4576'
 BJ4576'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0049 ***********************************************************************
 BW0049  DESIGNATION -  CHAPEL BOLT
 BW0049  PID         -  BW0049
 BW0049  STATE/COUNTY-  LA/POINTE COUPEE
 BW0049  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0049
 BW0049                         *CURRENT SURVEY CONTROL
 BW0049  ___________________________________________________________________
 BW0049* NAD 83(1986)-  31 00 12.     (N)    091 41 44.     (W)     SCALED    
 BW0049* NAVD 88     -        14.109  (meters)      46.29   (feet)  ADJUSTED  
 BW0049  ___________________________________________________________________
 BW0049  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW0049  DYNAMIC HT  -          14.091 (meters)      46.23  (feet)  COMP
 BW0049  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 BW0049
 BW0049  VERT ORDER  -  FIRST     CLASS I
 BW0049
 BW0049.The horizontal coordinates were scaled from a topographic map and have
 BW0049.an estimated accuracy of +/- 6 seconds.
 BW0049
 BW0049.The orthometric height was determined by differential leveling
 BW0049.and adjusted by the National Geodetic Survey in February 1994..
 BW0049
 BW0049.The geoid height was determined by GEOID03.
 BW0049
 BW0049.The dynamic height is computed by dividing the NAVD 88
 BW0049.geopotential number by the normal gravity value computed on the
 BW0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0049.degrees latitude (g = 980.6199 gals.).
 BW0049
 BW0049.The modeled gravity was interpolated from observed gravity values.
 BW0049
 BW0049;                    North         East    Units  Estimated Accuracy
 BW0049;SPC LA S     -   277,550.      965,410.      MT  (+/- 180 meters Scaled)
 BW0049
 BW0049                          SUPERSEDED SURVEY CONTROL
 BW0049
 BW0049  NAVD 88 (06/15/91)   14.135  (m)           46.37   (f) UNKNOWN     1 1
 BW0049  NGVD 29 (??/??/??)   14.089  (m)           46.22   (f) ADJUSTED    1 1
 BW0049
 BW0049.Superseded values are not recommended for survey control.
 BW0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0049.See file dsdata.txt to determine how the superseded data were derived.
 BW0049
 BW0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ245307(NAD 83)
 BW0049_MARKER: B = BOLT
 BW0049_SETTING: 0 = UNSPECIFIED SETTING
 BW0049_STAMPING: PBM CHAPEL
 BW0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0049+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BW0049
 BW0049  HISTORY     - Date     Condition        Report By
 BW0049  HISTORY     - UNK      MONUMENTED       DOD
 BW0049  HISTORY     - 1964     GOOD             NGS
 BW0049  HISTORY     - 1966     GOOD             NGS
 BW0049  HISTORY     - 1976     GOOD             NGS
 BW0049  HISTORY     - 1976     GOOD             NGS
 BW0049  HISTORY     - 20050317 GOOD             USPSQD
 BW0049
 BW0049                          STATION DESCRIPTION
 BW0049
 BW0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BW0049'1.1 MI NW FROM TORRAS.
 BW0049'ABOUT 1.1 MILES NORTHWEST ALONG STATE ROAD 418 FROM THE MT. CARMEL
 BW0049'CHURCH AT TORRAS, IN THE UNION CHAPEL CHURCH YARD, 30 FEET SOUTHWEST
 BW0049'OF THE CENTER LINE OF THE ROAD, 135 FEET SOUTHWEST OF THE CENTER LINE
 BW0049'OF A LEVEE, 121 FEET NORTH OF THE NORTH CORNER OF THE CHURCH, 42 FEET
 BW0049'NORTHWEST OF THE CENTER OF A WOODEN GATE, 2 FEET SOUTHWEST OF A FENCE,
 BW0049'0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A
 BW0049'COPPER BOLT SET IN CONCRETE ABOUT 3 FEET BELOW THE LEVEL OF THE
 BW0049'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A
 BW0049'CAP WHICH PROJECTS 1 FOOT.
 BW0049
 BW0049                          STATION RECOVERY (1966)
 BW0049
 BW0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW0049'RECOVERED IN GOOD CONDITION.
 BW0049
 BW0049                          STATION RECOVERY (1976)
 BW0049
 BW0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0049'1.0 MILES NORTHWEST ALONG STATE HIGHWAY 418 FROM THE JUNCTION WITH
 BW0049'STATE HIGHWAY 15 AT TORRAS, 168 FT SOUTHEAST OF CENTER LINE
 BW0049'OF THE ENTRANCE TO ROYAL OAK CHURCH (2ND CHURCH), 121.5 FT
 BW0049'NORTH OF THE NORTH CORNER OF A CHURCH (1ST CHURCH), 43 FT
 BW0049'NORTHWEST OF THE CENTER LINE OF THE ENTRANCE TO THE 1ST
 BW0049'CHURCH, 29 FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BW0049'27 FT SOUTHEAST OF A FENCE LINE, 2 FT SOUTHWEST OF A FENCE,
 BW0049'A COPPER BOLT SET IN CONCRETE 3 FT BELOW THE LEVEL OF THE
 BW0049'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BW0049'BEARING A CAP WHICH PROJECTS 1 FT ABOVE THE GROUND.
 BW0049
 BW0049                          STATION RECOVERY (1976)
 BW0049
 BW0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0049'1.0 MILES NORTHWEST ALONG STATE HIGHWAY 418 FROM THE JUNCTION WITH
 BW0049'STATE HIGHWAY 15 AT TORRAS, 168 FT SOUTHEAST OF CENTER LINE
 BW0049'OF THE ENTRANCE TO ROYAL OAK CHURCH (2ND CHURCH), 121.5 FT
 BW0049'NORTH OF THE NORTH CORNER OF A CHURCH (1ST CHURCH), 43 FT
 BW0049'NORTHWEST OF THE CENTER LINE OF THE ENTRANCE TO THE 1ST
 BW0049'CHURCH, 29 FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BW0049'27 FT SOUTHEAST OF A FENCE LINE, 2 FT SOUTHWEST OF A FENCE,
 BW0049'A COPPER BOLT SET IN CONCRETE 3 FT BELOW THE LEVEL OF THE
 BW0049'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BW0049'BEARING A CAP WHICH PROJECTS 1 FT ABOVE THE GROUND.
 BW0049
 BW0049                          STATION RECOVERY (2005)
 BW0049
 BW0049'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1316 ***********************************************************************
 BW1316  DESIGNATION -  CHAPEL CAP
 BW1316  PID         -  BW1316
 BW1316  STATE/COUNTY-  LA/POINTE COUPEE
 BW1316  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW1316
 BW1316                         *CURRENT SURVEY CONTROL
 BW1316  ___________________________________________________________________
 BW1316* NAD 83(1986)-  31 00 11.     (N)    091 41 45.     (W)     SCALED    
 BW1316* NAVD 88     -        15.36   (+/-2cm)      50.4    (feet)  VERTCON   
 BW1316  ___________________________________________________________________
 BW1316  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW1316
 BW1316  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1316
 BW1316.The horizontal coordinates were scaled from a topographic map and have
 BW1316.an estimated accuracy of +/- 6 seconds.
 BW1316
 BW1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1316.The vertical order pertains to the NGVD 29 superseded value.
 BW1316
 BW1316.The geoid height was determined by GEOID03.
 BW1316
 BW1316;                    North         East    Units  Estimated Accuracy
 BW1316;SPC LA S     -   277,520.      965,380.      MT  (+/- 180 meters Scaled)
 BW1316
 BW1316                          SUPERSEDED SURVEY CONTROL
 BW1316
 BW1316  NGVD 29 (??/??/??)   15.343  (m)           50.34   (f) ADJUSTED    1 2
 BW1316
 BW1316.Superseded values are not recommended for survey control.
 BW1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1316.See file dsdata.txt to determine how the superseded data were derived.
 BW1316
 BW1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ245306(NAD 83)
 BW1316_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1316_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1316_STAMPING: PBM CHAPEL
 BW1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1316
 BW1316  HISTORY     - Date     Condition        Report By
 BW1316  HISTORY     - UNK      MONUMENTED       DOD
 BW1316  HISTORY     - 1964     GOOD             NGS
 BW1316  HISTORY     - 1966     GOOD             NGS
 BW1316  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BW1316
 BW1316                          STATION DESCRIPTION
 BW1316
 BW1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BW1316'1.1 MI NW FROM TORRAS.
 BW1316'ABOUT 1.1 MILES NORTHWEST ALONG STATE ROAD 418 FROM THE MT. CARMEL
 BW1316'CHURCH AT TORRAS, IN THE UNION CHAPEL CHURCH YARD, 30 FEET SOUTHWEST
 BW1316'OF THE CENTER LINE OF THE ROAD, 135 FEET SOUTHWEST OF THE CENTER LINE
 BW1316'OF A LEVEE, 121 FEET NORTH OF THE NORTH CORNER OF THE CHURCH, 42 FEET
 BW1316'NORTHWEST OF THE CENTER OF A WOODEN GATE, 2 FEET SOUTHWEST OF A FENCE,
 BW1316'0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A
 BW1316'4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 FOOT.
 BW1316
 BW1316                          STATION RECOVERY (1966)
 BW1316
 BW1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1316'RECOVERED IN GOOD CONDITION.
 BW1316
 BW1316                          STATION RECOVERY (2005)
 BW1316
 BW1316'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW1316'CHURCH IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2570 ***********************************************************************
 BW2570  DESIGNATION -  CHAPEL RESET
 BW2570  PID         -  BW2570
 BW2570  STATE/COUNTY-  LA/POINTE COUPEE
 BW2570  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2570
 BW2570                         *CURRENT SURVEY CONTROL
 BW2570  ___________________________________________________________________
 BW2570* NAD 83(1986)-  31 00 11.     (N)    091 41 45.     (W)     SCALED    
 BW2570* NAVD 88     -        15.06   (meters)      49.4    (feet)  RESET     
 BW2570  ___________________________________________________________________
 BW2570  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW2570
 BW2570  VERT ORDER  -  THIRD
 BW2570
 BW2570.The horizontal coordinates were scaled from a topographic map and have
 BW2570.an estimated accuracy of +/- 6 seconds.
 BW2570
 BW2570.The orthometric height was computed from unverified reset data.
 BW2570.No vertical observational check was made to the station.
 BW2570
 BW2570.The geoid height was determined by GEOID03.
 BW2570
 BW2570;                    North         East    Units  Estimated Accuracy
 BW2570;SPC LA S     -   277,520.      965,380.      MT  (+/- 180 meters Scaled)
 BW2570
 BW2570                          SUPERSEDED SURVEY CONTROL
 BW2570
 BW2570  NGVD 29 (09/18/05)   15.04   (m)           49.3    (f) RESET       3  
 BW2570
 BW2570.Superseded values are not recommended for survey control.
 BW2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2570.See file dsdata.txt to determine how the superseded data were derived.
 BW2570
 BW2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ245306(NAD 83)
 BW2570_MARKER: DB = BENCH MARK DISK
 BW2570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW2570_SP_SET: STAINLESS STEEL ROD
 BW2570_STAMPING: PBM CHAPEL RESET 1979 USE
 BW2570_MARK LOGO: NGS   
 BW2570_PROJECTION: FLUSH
 BW2570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW2570_ROD/PIPE-DEPTH: 7.6  meters
 BW2570
 BW2570  HISTORY     - Date     Condition        Report By
 BW2570  HISTORY     - 1979     MONUMENTED       NGS
 BW2570
 BW2570                          STATION DESCRIPTION
 BW2570
 BW2570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW2570'1.8 KM (1.10 MI) NW FROM TORRAS.
 BW2570'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 418 FROM THE MT CARMEL CHURCH
 BW2570'IN TORRAS, 38 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 11.5 FEET
 BW2570'WEST OF A 24-INCH PECAN TREE, 9 FEET SOUTHWEST OF THE ORIGINAL BENCH
 BW2570'MARK AND THE SOUTHEAST SIDE OF A CEMETERY AT THE UNION CHAPEL CHURCH.
 BW2570'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BW2570'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 BW2570'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0937 ***********************************************************************
 AT0937  DESIGNATION -  CHAR 1950
 AT0937  PID         -  AT0937
 AT0937  STATE/COUNTY-  LA/PLAQUEMINES
 AT0937  USGS QUAD   -  GRAND GOSIER ISLAND (1951)
 AT0937
 AT0937                         *CURRENT SURVEY CONTROL
 AT0937  ___________________________________________________________________
 AT0937* NAD 83(1992)-  29 31 05.50457(N)    089 05 36.65057(W)     ADJUSTED  
 AT0937* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0937  ___________________________________________________________________
 AT0937  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AT0937  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AT0937
 AT0937  HORZ ORDER  -  THIRD
 AT0937
 AT0937.The horizontal coordinates were established by classical geodetic methods
 AT0937.and adjusted by the National Geodetic Survey in January 1993..
 AT0937
 AT0937.The orthometric height was scaled from a topographic map.
 AT0937
 AT0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0937
 AT0937.The geoid height was determined by GEOID03.
 AT0937
 AT0937;                    North         East     Units Scale Factor Converg.
 AT0937;SPC LA S     -   114,984.622 1,217,125.822   MT  0.99996099   +1 07 11.8
 AT0937;SPC LA S     -   377,245.38  3,993,186.97   sFT  0.99996099   +1 07 11.8
 AT0937;UTM  16      - 3,267,226.422   297,093.804   MT  1.00010803   -1 01 54.6
 AT0937
 AT0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0937!SPC LA S     -   1.00000390  x   0.99996099  =   0.99996489
 AT0937!UTM  16      -   1.00000390  x   1.00010803  =   1.00011193
 AT0937
 AT0937|---------------------------------------------------------------------|
 AT0937| PID    Reference Object                     Distance      Geod. Az  |
 AT0937|                                                           dddmmss.s |
 AT0937| AT0946 GA                                  254.577 METERS 07226     |
 AT0937| AT1012 BIDE 1951                           APPROX.11.0 KM 2363756.7 |
 AT0937|---------------------------------------------------------------------|
 AT0937
 AT0937                          SUPERSEDED SURVEY CONTROL
 AT0937
 AT0937  NAD 83(1986)-  29 31 05.50622(N)    089 05 36.65626(W) AD(       ) 3
 AT0937  NAD 27      -  29 31 04.72600(N)    089 05 36.58800(W) AD(       ) 3
 AT0937
 AT0937.Superseded values are not recommended for survey control.
 AT0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0937.See file dsdata.txt to determine how the superseded data were derived.
 AT0937
 AT0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9709467226(NAD 83)
 AT0937_MARKER: DS = TRIANGULATION STATION DISK
 AT0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0937+STABILITY: SURFACE MOTION
 AT0937
 AT0937  HISTORY     - Date     Condition        Report By
 AT0937  HISTORY     - 1950     MONUMENTED       CGS
 AT0937
 AT0937                          STATION DESCRIPTION
 AT0937
 AT0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0937'STATION IS LOCATED ON GRAND GOSIER ISLAND, 2,300 FEET N ALONG GULF
 AT0937'BEACH FROM THE S
 AT0937'TIP OF THE ISLAND, AT THE BREAK IN SHIFTING SAND
 AT0937'DUNES, 3 FEET S OF A 4-BY 8-INCH
 AT0937'WOODEN POST 4 FEET HIGH.
 AT0937'
 AT0937'STATION MARK IS A STANDARD DISK, STAMPED CHAR 1950, AND SET IN THE
 AT0937'TOP OF AN 8-INCH
 AT0937'DIAMETER CONCRETE MONUMENT PROJECTING 0.4 FOOT ABOVE
 AT0937'GROUND.
 AT0937'
 AT0937'STATION IS 37.2 METERS S 25 DEG E FROM THE MEAN HIGHWATER
 AT0937'LINE.
 AT0937'
 AT0937'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0017 ***********************************************************************
 AU0017  DESIGNATION -  CHARENTON RESET
 AU0017  PID         -  AU0017
 AU0017  STATE/COUNTY-  LA/ST MARY
 AU0017  USGS QUAD   -  CHARENTON (1980)
 AU0017
 AU0017                         *CURRENT SURVEY CONTROL
 AU0017  ___________________________________________________________________
 AU0017* NAD 83(1992)-  29 53 13.99355(N)    091 31 18.67582(W)     ADJUSTED  
 AU0017* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU0017  **This station is located in a subsidence area (see below).
 AU0017  ___________________________________________________________________
 AU0017  X           -    -146,986.022 (meters)                     COMP
 AU0017  Y           -  -5,532,525.399 (meters)                     COMP
 AU0017  Z           -   3,159,529.646 (meters)                     COMP
 AU0017  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU0017  ELLIP HEIGHT-         -22.24  (meters)          (02/20/02) GPS OBS
 AU0017  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AU0017  DYNAMIC HT  -           4.2   (meters)      14.    (feet)  COMP
 AU0017  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 AU0017
 AU0017  HORZ ORDER  -  FIRST
 AU0017  VERT ORDER  -  THIRD (See Below)
 AU0017  ELLP ORDER  -  FOURTH    CLASS I
 AU0017
 AU0017.The horizontal coordinates were established by GPS observations
 AU0017.and adjusted by the National Geodetic Survey in July 2000..
 AU0017
 AU0017 ** The orthometric height has not been validated since last determined
 AU0017 ** by differential leveling and should not be used for control purposes.
 AU0017 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0017 ** area with valid NAVD 88 orthometric heights.
 AU0017 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0017 ** epoch indicated which incorporates improved geoid heights for the
 AU0017 ** Southern Louisiana Subsidence area.
 AU0017 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0017.The orthometric height was scaled from a topographic map.
 AU0017.The vertical order pertains to the first NAVD 88 superseded value.
 AU0017
 AU0017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0017
 AU0017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0017
 AU0017.The ellipsoidal height was determined by GPS observations
 AU0017.and is referenced to NAD 83.
 AU0017
 AU0017.The geoid height was determined by GEOID03.
 AU0017
 AU0017.The dynamic height is computed by dividing the NAVD 88
 AU0017.geopotential number by the normal gravity value computed on the
 AU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0017.degrees latitude (g = 980.6199 gals.).
 AU0017
 AU0017.The modeled gravity was interpolated from observed gravity values.
 AU0017
 AU0017;                    North         East     Units Scale Factor Converg.
 AU0017;SPC LA S     -   153,780.528   981,791.097   MT  0.99992770   -0 05 39.3
 AU0017;SPC LA S     -   504,528.28  3,221,092.96   sFT  0.99992770   -0 05 39.3
 AU0017;UTM  15      - 3,307,206.131   642,732.677   MT  0.99985136   +0 44 12.0
 AU0017
 AU0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0017!SPC LA S     -   1.00000349  x   0.99992770  =   0.99993119
 AU0017!UTM  15      -   1.00000349  x   0.99985136  =   0.99985485
 AU0017
 AU0017:                Primary Azimuth Mark                     Grid Az
 AU0017:SPC LA S     -  CHARENTON RM 1                           018 03 53.4
 AU0017:UTM  15      -  CHARENTON RM 1                           017 14 02.1
 AU0017
 AU0017|---------------------------------------------------------------------|
 AU0017| PID    Reference Object                     Distance      Geod. Az  |
 AU0017|                                                           dddmmss.s |
 AU0017| AU1675 CHARENTON RM 1                                     0175814.1 |
 AU0017| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX. 8.1 KM 1264221.4 |
 AU0017| AU0041 CHARENTON RM 3                       10.982 METERS 14913     |
 AU0017| AU2411 FRANKLIN STERLING MILL TANK         APPROX. 9.6 KM 1625753.9 |
 AU0017| AU2410 FRANKLIN CH DOME TIP OF STATUE      APPROX.10.8 KM 1684244.1 |
 AU0017| AU2528 BALDWIN CATHOLIC CH E DOME          APPROX. 6.2 KM 2051715.5 |
 AU0017| AU2529 BALDWIN CATHOLIC CH W DOME          APPROX. 6.2 KM 2052052.3 |
 AU0017| AU0018 CHARENTON RM 4                       14.098 METERS 25637     |
 AU0017| CV9683 CHARENTON RM 2                       64.862 METERS 25842     |
 AU0017| AU2522 ADELINE PLANTATION MILL STACK       APPROX. 6.1 KM 2591554.0 |
 AU0017| AU2533 JEANERETTE MUNICIPAL TANK           APPROX.14.0 KM 2813904.7 |
 AU0017| AU2532 JEANERETTE ST PETERS CATH CH        APPROX.14.7 KM 2823253.6 |
 AU0017| AU2538 JEANERETTE SAW MILL TK              APPROX.14.3 KM 2830648.9 |
 AU0017|---------------------------------------------------------------------|
 AU0017
 AU0017                          SUPERSEDED SURVEY CONTROL
 AU0017
 AU0017  ELLIP H (07/31/00)  -22.21   (m)                       GP(       ) 4 1
 AU0017  NAD 83(1992)-  29 53 13.99383(N)    091 31 18.67269(W) AD(       ) 2
 AU0017  ELLIP H (01/21/93)  -22.22   (m)                       GP(       ) 4 2
 AU0017  NAVD 88 (06/15/91)    4.250  (m)           13.94   (f) UNKNOWN     1 1
 AU0017  NGVD 29 (??/??/??)    4.263  (m)           13.99   (f) ADJUSTED    1 1
 AU0017
 AU0017.Superseded values are not recommended for survey control.
 AU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0017.See file dsdata.txt to determine how the superseded data were derived.
 AU0017
 AU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4273307206(NAD 83)
 AU0017_MARKER: DS = TRIANGULATION STATION DISK
 AU0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0017_SP_SET: CONCRETE POST
 AU0017_STAMPING: CHARENTON 1931 1975
 AU0017_MARK LOGO: NGS   
 AU0017_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0017+STABILITY: SURFACE MOTION
 AU0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0017+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU0017
 AU0017  HISTORY     - Date     Condition        Report By
 AU0017  HISTORY     - 1975     MONUMENTED       NGS
 AU0017  HISTORY     - 1975     GOOD             NGS
 AU0017  HISTORY     - 1976     GOOD             NGS
 AU0017  HISTORY     - 19900216 GOOD             GWMSI
 AU0017  HISTORY     - 19991130 GOOD             CDSMS
 AU0017  HISTORY     - 20060508 POOR             NGS
 AU0017
 AU0017                          STATION DESCRIPTION
 AU0017
 AU0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 AU0017'$
 AU0017'THE STATION IS LOCATED ABOUT 450 FEET EAST OF BAYOU TECHE, 0.2 MILE
 AU0017'EAST OF CHARENTON AT THE JUNCTION OF STATE HIGHWAYS 87 AND 324,
 AU0017'ABOUT 4.5 MILES NORTHEAST OF BALDWIN.  IT IS 259 FEET NORTHEAST OF
 AU0017'THE NORTHEAST END OF THE BRIDGE OVER BAYOU TECHE, 61 FEET
 AU0017'SOUTHEAST OF STATE HIGHWAY 324, 39 FEET SOUTHWEST OF THE CENTER
 AU0017'OF STATE HIGHWAY 87, 67 FEET SOUTH OF THE INTERSECTION OF THE
 AU0017'CENTERLINES OF THE TWO ROADS, 102 FEET NORTH-NORTHWEST OF A POWER
 AU0017'POLE, 25 FEET EAST-SOUTHEAST OF THE JUNCTION BOX FOR THE TELEPHONE
 AU0017'COMPANY, 1.5 FEET EAST OF A METAL WITNESS POST, 155 FEET NORTHEAST OF
 AU0017'A POWER LINE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 AU0017'AN NGS DISK STAMPED CHARENTON 1931 1975, FLUSH WITH THE GROUND.
 AU0017'
 AU0017'REFERENCE MARK NO. 4 IS 46.26 FEET SOUTHWEST OF THE STATION, 213 FEET
 AU0017'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE OVER BAYOU TECHE, 53
 AU0017'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 324, 85 FEET
 AU0017'SOUTHWEST OF THE CENTER OF THE STATION HIGHWAY 87, 29.5 FEET
 AU0017'SOUTHWEST OF THE JUNCTION BOX FOR THE TELEPHONE CABLE.  IT
 AU0017'IS A REFERENCE MARK DISK STAMPED CHARENTON NO 4 1931 PROJECTING 2
 AU0017'INCHES.
 AU0017'
 AU0017'REFERENCE MARK NO. 5 IS 36.00 FEET SOUTHEAST OF THE STATION, 97 FEET
 AU0017'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 324, 40 FEET SOUTHWEST OF
 AU0017'STATE HIGHWAY 87, 66 FEET NORTH-NORTHWEST OF A POWER POLE NO. 2675
 AU0017'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 AU0017'DISK STAMPED CHARENTON NO 5 1975, PROJECTING 4 INCHES.
 AU0017'
 AU0017'TO REACH FROM THE CATHOLIC CHURCH IN CHARENTON GO NORTHEAST ON STATE
 AU0017'HIGHWAY 324 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 87 AND
 AU0017'THE MARK ON THE RIGHT.
 AU0017'
 AU0017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILE EAST OF
 AU0017'CHARENTON.
 AU0017
 AU0017                          STATION RECOVERY (1975)
 AU0017
 AU0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AU0017'0.2 MI E FROM CHARENTON.
 AU0017'LOCATED 0.2 MILE EAST ALONG STATE HIGHWAY 324 FROM THE CATHOLIC CHURCH
 AU0017'IN CHARENTON, ABOUT 450 FEET EAST OF BAYOU TECHE, 259 FEET NORTHEAST
 AU0017'OF THE NORTHEAST CORNER OF THE BRIDGE OVER BAYOU TECHE, 61 FEET
 AU0017'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 324, 67 FEET SOUTH OF THE
 AU0017'INTERSECTION OF THE CENTERLINES OF THE HIGHWAYS, 39 FEET SOUTHWEST OF
 AU0017'THE CENTER OF STATE HIGHWAY 87, 102 FEET NORTH-NORTHWEST OF A POWER
 AU0017'POLE, 25 FEET EAST-SOUTHEAST OF A JUNCTION BOX OF A TELEPHONE CABLE,
 AU0017'155 FEET NORTHEAST OF A POWER LINE 1.5 FEET EAST OF A METAL WITNESS
 AU0017'POST, 1 FOOT WEST OF A METAL WITNESS POST AND IS FLUSH WITH THE
 AU0017'GROUND.
 AU0017
 AU0017                          STATION RECOVERY (1976)
 AU0017
 AU0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0017'AT CHARENTON, AT THE JUNCTION OF STATE HIGHWAYS 324 AND 87, 67 FT
 AU0017'SOUTH OF THE CENTER OF THE JUNCTION, 39 FT. SOUTHWEST OF THE CENTER
 AU0017'LINE OF STATE HIGHWAY 87, 64 FT. SOUTHEAST OF THE CENTER LINE OF STATE
 AU0017'HIGHWAY 324, 36.0 FT NORTHWEST OF CHARENTON R.M. 5, 46.6 FT NORTHEAST
 AU0017'OF CHARENTON R.M. 4, 1.3 FT. NORTHWEST OF A WITNESS POST.
 AU0017
 AU0017                          STATION RECOVERY (1990)
 AU0017
 AU0017'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU0017'RECOVERED IN GOOD CONDITION.
 AU0017
 AU0017                          STATION RECOVERY (1999)
 AU0017
 AU0017'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU0017'RECOVERED IN GOOD CONDITION.
 AU0017
 AU0017                          STATION RECOVERY (2006)
 AU0017
 AU0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU0017'RECOVERED POST SOLID, DISK SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1583 ***********************************************************************
 BK1583  DESIGNATION -  CHARLES
 BK1583  PID         -  BK1583
 BK1583  STATE/COUNTY-  LA/CALCASIEU
 BK1583  USGS QUAD   -  MOSS BLUFF (1994)
 BK1583
 BK1583                         *CURRENT SURVEY CONTROL
 BK1583  ___________________________________________________________________
 BK1583* NAD 83(1992)-  30 16 07.48902(N)    093 14 41.88887(W)     ADJUSTED  
 BK1583* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK1583  **This station is located in a subsidence area (see below).
 BK1583  ___________________________________________________________________
 BK1583  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK1583  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK1583  DYNAMIC HT  -           5.7   (meters)      19.    (feet)  COMP
 BK1583  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 BK1583
 BK1583  HORZ ORDER  -  FIRST
 BK1583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1583
 BK1583.The horizontal coordinates were established by classical geodetic methods
 BK1583.and adjusted by the National Geodetic Survey in January 1993..
 BK1583
 BK1583 ** The orthometric height has not been validated since last determined
 BK1583 ** by differential leveling and should not be used for control purposes.
 BK1583 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1583 ** area with valid NAVD 88 orthometric heights.
 BK1583 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1583 ** epoch indicated which incorporates improved geoid heights for the
 BK1583 ** Southern Louisiana Subsidence area.
 BK1583 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1583.The orthometric height was scaled from a topographic map.
 BK1583.The vertical order pertains to the NGVD 29 superseded value.
 BK1583
 BK1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1583
 BK1583.The geoid height was determined by GEOID03.
 BK1583
 BK1583.The dynamic height is computed by dividing the NAVD 88
 BK1583.geopotential number by the normal gravity value computed on the
 BK1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1583.degrees latitude (g = 980.6199 gals.).
 BK1583
 BK1583.The modeled gravity was interpolated from observed gravity values.
 BK1583
 BK1583;                    North         East     Units Scale Factor Converg.
 BK1583;SPC LA S     -   197,590.403   816,072.571   MT  0.99993663   -0 57 21.0
 BK1583;SPC LA S     -   648,261.18  2,677,398.09   sFT  0.99993663   -0 57 21.0
 BK1583;UTM  15      - 3,348,590.692   476,437.179   MT  0.99960685   -0 07 24.5
 BK1583
 BK1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1583!SPC LA S     -   1.00000339  x   0.99993663  =   0.99994002
 BK1583!UTM  15      -   1.00000339  x   0.99960685  =   0.99961024
 BK1583
 BK1583:                Primary Azimuth Mark                     Grid Az
 BK1583:SPC LA S     -  LAKE CHARLES CALCASIEU CO TANK           118 07 10.0
 BK1583:UTM  15      -  LAKE CHARLES CALCASIEU CO TANK           117 17 13.5
 BK1583
 BK1583|---------------------------------------------------------------------|
 BK1583| PID    Reference Object                     Distance      Geod. Az  |
 BK1583|                                                           dddmmss.s |
 BK1583| BK3126 LAKE CHARLES CALCASIEU CO TANK      APPROX. 4.6 KM 1170949.0 |
 BK1583| BK3109 LAKE CHARLES RICE MILL TALL TK      APPROX. 4.6 KM 1281323.0 |
 BK1583| CV8250 CHARLES RM 1                                       13256     |
 BK1583| BK3117 LAKE CHARLES SMALL BLACK TANK       APPROX. 4.9 KM 1471448.0 |
 BK1583| BK3111 LAKE CHAR MAJESTIC HTL AWY BN       APPROX. 5.3 KM 1483853.6 |
 BK1583| BK3108 LAKE CHARLES CATH CHURCH CROSS      APPROX. 5.4 KM 1493641.6 |
 BK1583| BK3119 LAKE CHARLE CHARLESTN HTL STK       APPROX. 5.2 KM 1500812.7 |
 BK1583| BK1581 CHARLES RM 3                         32.011 METERS 16410     |
 BK1583| BK3145 LAKE CHARLES BLACK TANK             APPROX. 5.8 KM 1871506.8 |
 BK1583| BK3142 LAKE CHARLES SILVER TOP TANK        APPROX. 5.8 KM 1874351.1 |
 BK1583| CV8249 CHARLES AZ MK                                      1994100.1 |
 BK1583| CV8251 CHARLES RM 2                        101.422 METERS 24215     |
 BK1583| BK1582 CHARLES RM 4                         24.912 METERS 24811     |
 BK1583|---------------------------------------------------------------------|
 BK1583
 BK1583                          SUPERSEDED SURVEY CONTROL
 BK1583
 BK1583  NAD 83(1986)-  30 16 07.50944(N)    093 14 41.88060(W) AD(       ) 1
 BK1583  NAD 27      -  30 16 06.77218(N)    093 14 41.32344(W) AD(       ) 1
 BK1583  NGVD 29 (??/??/??)    5.655  (m)           18.55   (f) ADJUSTED    2 0
 BK1583
 BK1583.Superseded values are not recommended for survey control.
 BK1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1583.See file dsdata.txt to determine how the superseded data were derived.
 BK1583
 BK1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7643748591(NAD 83)
 BK1583_MARKER: DS = TRIANGULATION STATION DISK
 BK1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1583_SP_SET: CONCRETE POST
 BK1583_STAMPING: CHARLES 1931
 BK1583_MARK LOGO: CGS   
 BK1583_PROJECTION: FLUSH
 BK1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1583+STABILITY: SURFACE MOTION
 BK1583
 BK1583  HISTORY     - Date     Condition        Report By
 BK1583  HISTORY     - 1931     MONUMENTED       CGS
 BK1583  HISTORY     - 1936     GOOD             WPA
 BK1583  HISTORY     - 1941     GOOD             CGS
 BK1583  HISTORY     - 1963     GOOD             CGS
 BK1583  HISTORY     - 1968     GOOD             LADTD
 BK1583  HISTORY     - 1984     GOOD             LADTD
 BK1583  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1583
 BK1583                          STATION DESCRIPTION
 BK1583
 BK1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK1583'STATION IS ABOUT 3-1/2 MILES NW OF LAKE CHARLES AND 2 MILES N OF
 BK1583'WESTLAKE ON LAND OWNED BY JACKSON PILLEY AND OCCUPIED BY
 BK1583'DAVID GOSS.  REACHED FROM LAKE CHARLES BY U.S. HIGHWAY 90 TO
 BK1583'WESTLAKE.  AT SCHOOL IN WESTLAKE WHERE U.S. HIGHWAY 90 TURNS W
 BK1583'KEEP STRAIGHT AHEAD ON SHELL ROAD, N 2 MILES TO LANE LEADING TO
 BK1583'GOSSS HOUSE WHICH IS ABOUT 250 YARDS W OF ROAD.  STATION IS
 BK1583'ABOUT 100 YARDS NE OF THE HOUSE, IN THE NE INTERSECTION OF LANE
 BK1583'AND THE UNITED GAS COMPANYS RIGHT-OF-WAY NEAR CENTER OF
 BK1583'SMALL MOUND WHICH HAS PINE TREES ON THE E AND S, ON A LINE
 BK1583'BETWEEN 20-INCH PINE TREE AND FIRST TELEPHONE POLE N OF LANE
 BK1583'LEADING TO HOUSE, 54.4 FEET SE OF THE POLE AND 18 FEET NW OF
 BK1583'THE TREE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 BK1583'DISKS IN CONCRETE.
 BK1583'REFERENCE MARKS ARE STANDARD REFERENCE DISKS SET IN
 BK1583'CONCRETE.  REFERENCE MARK NO. 1
 BK1583'IS ON E BANK OF THE ROAD AND 168 YARDS FROM THE STATION
 BK1583'S 47 DEG 03 MIN E.  REFERENCE MARK NO. 2 IS AT
 BK1583'SE CORNER OF MR. GOSSS GARDEN FENCE AND 332.8 FEET FROM
 BK1583'STATION S 62 DEG 15 MIN W.
 BK1583
 BK1583                          STATION RECOVERY (1936)
 BK1583
 BK1583'RECOVERY NOTE BY WORKS PROGRESS ADMINISTRATION 1936
 BK1583'STATION RECOVERED AS DESCRIBED EXCEPT THAT U.S. HIGHWAY 90
 BK1583'DOES NOT PASS THROUGH WESTLAKE SINCE IT HAS BEEN PAVED.  TO
 BK1583'REACH WESTLAKE TAKE FIRST GRAVEL ROAD FORKING TO THE RIGHT AFTER
 BK1583'CROSSING THE CALCASIEU RIVER BRIDGE.  FROM WESTLAKE TO THE
 BK1583'MONUMENT THE ORIGINAL DESCRIPTION APPLIES.
 BK1583
 BK1583                          STATION RECOVERY (1941)
 BK1583
 BK1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK1583'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED WITH THE
 BK1583'FOLLOWING EXCEPTIONS.  REFERENCE MARK NO. 1 WAS FOUND IN POOR
 BK1583'CONDITION AND WAS DESTROYED BY THIS PARTY.  THE PICKET FENCE AT
 BK1583'MR. GOSSS HOUSE HAS BEEN MOVED, MAKING NEW MEASUREMENTS TO
 BK1583'REFERENCE MARK NO. 2 NECESSARY.  A NEW REFERENCE MARK (NO. 3) AND
 BK1583'AN AZIMUTH MARK WERE INSTALLED BY THIS PARTY.  NEW DESCRIPTIONS
 BK1583'FOLLOWS--
 BK1583'
 BK1583'STATION IS ABOUT 3-1/2 MILES NW OF LAKE CHARLES AND 2 MILES N
 BK1583'OF WESTLAKE, ON LAND OWNED BY JACKSON PILLEY AND OCCUPIED BY
 BK1583'DAVID GOSS.  IT IS 0.1 MILE W OF STATE HIGHWAY 378, 115 FEET
 BK1583'N OF CENTER LINE OF DIRT ROAD LEADING TO THE GOSS HOUSE, 40
 BK1583'FEET E OF TELEPHONE LINE IN A GAS PIPE LINE RIGHT-OF-WAY AND
 BK1583'6-1/2 FEET SSE OF WITNESS POST.
 BK1583'
 BK1583'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET IN
 BK1583'CONCRETE.  SURFACE MARK IS FLUSH
 BK1583'WITH THE GROUND AND DISK IS STAMPED CHARLES 1931.
 BK1583'
 BK1583'REFERENCE MARK NO. 2 IS WSW OF THE STATION, IN A SMALL PASTURE
 BK1583'45 FEET S OF THE SE CORNER OF PICKET FENCE AROUND THE GOSS YARD,
 BK1583'AND 40 FEET W OF WIRE FENCE.  MARK IS A STANDARD BRONZE DISK SET
 BK1583'IN CONCRETE, STAMPED CHARLES NO. 2, 1931.  THE MARK
 BK1583'PROJECTS 7 INCHES.
 BK1583'
 BK1583'REFERENCE MARK NO. 3 IS S BY E FROM STATION, 15 FEET N OF CENTER
 BK1583'LINE OF DIRT ROAD LEADING TO THE GOSS HOUSE.  MARK IS A STANDARD
 BK1583'BRONZE DISK SET IN CONCRETE, AND STAMPED CHARLES NO.
 BK1583'3, 1941.  MARK PROJECTS 4 INCHES.
 BK1583'
 BK1583'AZIMUTH MARK IS SSW OF THE STATION IN THE PIPE LINE RIGHT-OF-WAY,
 BK1583'ON THE N SIDE OF AN E-W DIRT ROAD.  MARK IS 4-1/2 FEET W OF A
 BK1583'WITNESS POST, 17 FEET W OF PIPE LINE MARKER, 26 FEET SSW OF A
 BK1583'TELEPHONE POLE, AND 17 FEET N OF THE CENTER LINE OF DIRT ROAD.
 BK1583'MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, STAMPED
 BK1583'CHARLES 1941, AND PROJECTS 4 INCHES.
 BK1583'
 BK1583'STATE SURVEY STATION 4125 IS N BY E OF THE STATION, IN THE PIPE
 BK1583'LINE RIGHT-OF-WAY, 18 FEET N OF CENTER LINE OF DIRT ROAD, 7 FEET
 BK1583'W OF TELEPHONE POLE, AND 5 FEET ESE OF FENCE CORNER.  MARK IS
 BK1583'A STANDARD STATE CONTROL SURVEY DISK STAMPED 4125, SET IN THE
 BK1583'TOP OF A 6-INCH SQUARE POST PROJECTING 7 INCHES.
 BK1583'
 BK1583'TO REACH STATION FROM THE RAILROAD DEPOT IN WESTLAKE, GO N
 BK1583'FOR 0.25 MILE TO WESTLAKE SCHOOL.  CONTINUE N ON GRAVEL ROAD
 BK1583'STATE HIGHWAY 378 FOR 2.0 MILES TO SIDE ROAD LEFT,*TURN LEFT
 BK1583'AND GO 0.1 MILE TO STATION ON THE RIGHT.
 BK1583'
 BK1583'*TO REACH AZIMUTH MARK FROM THIS POINT, GO S FOR 0.25 MILE TO
 BK1583'DIRT ROAD RIGHT.  TURN RIGHT AND GO 0.05 MILE TO MARK ON THE
 BK1583'RIGHT.  TO REACH STATE SURVEY STATION 4125 FROM THIS POINT, GO
 BK1583'N ON STATE HIGHWAY 378 FOR 0.4 MILE TO SIDE ROAD LEFT.  TURN
 BK1583'LEFT AND GO 0.1 MILE TO MARK ON THE RIGHT.
 BK1583'
 BK1583'OBSERVATIONS TAKEN FROM A 103-FOOT TOWER.  A 90-FOOT TOWER AT
 BK1583'DAVIES IS VISIBLE AT 77 FEET.  A 77-FOOT TOWER AT STINE IS
 BK1583'VISIBLE AT 64 FEET.  A 103-FOOT TOWER AT PERKINS IS VISIBLE
 BK1583'AT 90 FEET.  A 90-FOOT TOWER AT GILLIS IS VISIBLE AT 77 FEET.
 BK1583
 BK1583                          STATION RECOVERY (1963)
 BK1583
 BK1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK1583'STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE
 BK1583'RECOVERED AND FOUND TO BE IN GOOD CONDITION, THE AZIMUTH MARK
 BK1583'WAS FOUND DESTROYED AND DUE TO A THICKLY WOODED AREA REFERENCE
 BK1583'MARK 2 COULD NOT BE OBSERVED OR MEASURED TO AN A REFERENCE
 BK1583'MARK 4 WAS ESTABLISHED.  THE DIRECTION TO REFERENCE MARK 3
 BK1583'CHECKED, A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE.
 BK1583'
 BK1583'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF LAKE CHARLES
 BK1583'AND ABOUT 2 MILES NORTH OF WESTLAKE, ON PROPERTY OWNED BY THE
 BK1583'KUSHNER REALTY COMPANY.
 BK1583'
 BK1583'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF A 14 INCH
 BK1583'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH AND STAMPED
 BK1583'CHARLES 1931.  THE MARK IS 6.6 FEET NORTHWEST OF THE WITNESS
 BK1583'POST, 12 FEET WEST OF A 12 INCH PINE TREE WITH A TRIANGULAR BLAZE,
 BK1583'40 FEET EAST OF A CLEARING OF TELEPHONE LINE AND 53 FEET
 BK1583'SOUTHEAST OF TELEPHONE POLE NUMBER E 54.
 BK1583'
 BK1583'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN THE TOP OF
 BK1583'A 14 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND
 BK1583'STAMPED CHARLES NO 3 1931.  THE MARK IS 98.6 FEET SOUTH-SOUTHEAST
 BK1583'OF THE WITNESS POST AND 18 FEET WEST OF A 10 INCH PINE TREE WITH
 BK1583'A TRIANGULAR BLAZE.
 BK1583'
 BK1583'REFERENCE MARK 4, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 BK1583'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH AND
 BK1583'STAMPED CHARLES NO 4 1931.  THE MARK IS 83 FEET WEST-SOUTHWEST OF
 BK1583'THE WITNESS POST AND 25 FEET WEST OF A CLEARING FOR THE
 BK1583'TELEPHONE LINE.
 BK1583'
 BK1583'HEIGHT OF LIGHT ABOVE STATION MARK 37.16 METERS.
 BK1583
 BK1583                          STATION RECOVERY (1968)
 BK1583
 BK1583'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK1583'4.6 MI NW FROM LAKE CHARLES.
 BK1583'ABOUT 2.15 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1583'DEPOT AT LAKE CHARLES, THENCE 0.9 MILE NORTH ALONG MILLER AVENUE OF
 BK1583'WEST LAKE, THENCE 1.4 MILE NORTH ALONG STATE ROUTE 378, THENCE 0.1
 BK1583'MILE WEST ALONG GOSS ROAD, THENCE 0.05 MILE NORTH ALONG GERMAN ROAD,
 BK1583'55 FEET SOUTHEAST OF A SOUTHERN BELL TELEPHONE POLE, 105.03 FEET
 BK1583'NORTHWEST OF STATION CHARLES NO. 3 1931, 81.73 FEET NORTHEAST OF
 BK1583'STATION CHARLES NO. 4 1931, 98 FEET NORTHEAST OF A UNITED GAS METER,
 BK1583'1.3 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH GROUND, SET IN
 BK1583'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.  SECTION 24, T 9S, R 9W.
 BK1583
 BK1583                          STATION RECOVERY (1984)
 BK1583
 BK1583'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1583'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BK1583'3.1 KM (1.9 MILES) NORTHLY ALONG MILLER AVENUE FROM THE WEST END OF
 BK1583'THE SOUTHERN PACIFIC RAILROAD BRIDGE ACROSS THE CALCASIEU RIVER TO
 BK1583'THE JUNCTION OF GOSS ROAD, THENCE WEST 1 BLOCK TO GERMAN ROAD, 89.9
 BK1583'METERS NORTH ALONG GERMAN ROAD AND 52.7 METERS (173 FEET) SOUTHEAST
 BK1583'OF GERMAN ROAD IN SECTION 24, T 9 S, R 9 W, 25.0 METERS (82.0 FEET)
 BK1583'EAST NORTHEAST OF CHARLES RM 4, 32.3 METERS (106 FEET) NORTH
 BK1583'NORTHWEST OF CHARLES RM 3.
 BK1583'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BK1583
 BK1583                          STATION RECOVERY (1986)
 BK1583
 BK1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1583'NOT RECOVERED.  A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 BK1583'FOUND BUT IS IS BELIEVED TO EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6382 ***********************************************************************
 AH6382  DESIGNATION -  CHARLES
 AH6382  PID         -  AH6382
 AH6382  STATE/COUNTY-  LA/TERREBONNE
 AH6382  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6382
 AH6382                         *CURRENT SURVEY CONTROL
 AH6382  ___________________________________________________________________
 AH6382* NAD 83(1992)-  29 23 05.46647(N)    090 28 57.90372(W)     ADJUSTED  
 AH6382* NAVD 88     -         0.5  **(meters)       2.   **(feet)  GPS OBS   
 AH6382  **This station is located in a subsidence area (see below).
 AH6382  ___________________________________________________________________
 AH6382  X           -     -46,862.702 (meters)                     COMP
 AH6382  Y           -  -5,561,814.110 (meters)                     COMP
 AH6382  Z           -   3,111,127.798 (meters)                     COMP
 AH6382  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AH6382  ELLIP HEIGHT-         -24.34  (meters)          (02/21/02) GPS OBS
 AH6382  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AH6382
 AH6382  HORZ ORDER  -  FIRST
 AH6382  ELLP ORDER  -  FIFTH     CLASS I
 AH6382
 AH6382.The horizontal coordinates were established by GPS observations
 AH6382.and adjusted by the National Geodetic Survey in December 1998..
 AH6382
 AH6382 ** The orthometric height has not been validated since last determined
 AH6382 ** by differential leveling and should not be used for control purposes.
 AH6382 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6382 ** area with valid NAVD 88 orthometric heights.
 AH6382 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6382 ** epoch indicated which incorporates improved geoid heights for the
 AH6382 ** Southern Louisiana Subsidence area.
 AH6382 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6382.The orthometric height was determined by GPS observations and a
 AH6382.high-resolution geoid model.
 AH6382
 AH6382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6382
 AH6382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6382
 AH6382.The ellipsoidal height was determined by GPS observations
 AH6382.and is referenced to NAD 83.
 AH6382
 AH6382.The geoid height was determined by GEOID03.
 AH6382
 AH6382;                    North         East     Units Scale Factor Converg.
 AH6382;SPC LA S     -    98,389.116 1,082,568.792   MT  0.99998312   +0 25 31.1
 AH6382;SPC LA S     -   322,798.29  3,551,727.78   sFT  0.99998312   +0 25 31.1
 AH6382;UTM  15      - 3,253,259.513   744,307.218   MT  1.00033654   +1 14 08.7
 AH6382
 AH6382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6382!SPC LA S     -   1.00000382  x   0.99998312  =   0.99998694
 AH6382!UTM  15      -   1.00000382  x   1.00033654  =   1.00034036
 AH6382
 AH6382                          SUPERSEDED SURVEY CONTROL
 AH6382
 AH6382  ELLIP H (12/17/98)  -24.32   (m)                       GP(       ) 4 2
 AH6382
 AH6382.Superseded values are not recommended for survey control.
 AH6382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6382.See file dsdata.txt to determine how the superseded data were derived.
 AH6382
 AH6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4430753260(NAD 83)
 AH6382_MARKER: I = METAL ROD
 AH6382_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6382_STAMPING: CHARLES
 AH6382_MARK LOGO: LA-109
 AH6382_PROJECTION: RECESSED 10 CENTIMETERS
 AH6382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6382+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6382_ROD/PIPE-DEPTH: 18.3 meters
 AH6382_SLEEVE-DEPTH  :  0.9 meters
 AH6382
 AH6382  HISTORY     - Date     Condition        Report By
 AH6382  HISTORY     - 1995     MONUMENTED       MPHI
 AH6382
 AH6382                          STATION DESCRIPTION
 AH6382
 AH6382'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6382'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6382'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6382'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6382'HWY 665 AND TRAVEL SOUTH FOR 8.55 MI (13.76 KM) TO JUNCTION WITH
 AH6382'ISLAND ROAD.  TURN RIGHT AND HEAD SOUTHWEST FOR 4.4 MI (7.1 KM) AND
 AH6382'THE STATION IS ON THE LEFT.  THE STATION IS A STAINLESS STEEL ROD
 AH6382'DRIVEN INTO THE GROUND. THE STATION IS 32.4 FT (9.9 M) NORTHEAST FROM
 AH6382'THE CENTERLINE OF THE RAILROAD SPIKE IN THE TURNAROUND, 86.6 FT (26.4
 AH6382'M) NORTHEAST FROM THE POWER P0LE WITH A LIGHT, 76.0 FT (23.2 M)
 AH6382'SOUTHEAST FROM THE NORTHEAST CORNER OF THE BOAT SHED AND CAMP, AND
 AH6382'163.5 FT (49.8 M) SOUTHEAST FROM THE POWER POLE NO.31 WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1393 ***********************************************************************
 AT1393  DESIGNATION -  CHARLEY
 AT1393  PID         -  AT1393
 AT1393  STATE/COUNTY-  LA/ORLEANS
 AT1393  USGS QUAD   -  CHALMETTE (1994)
 AT1393
 AT1393                         *CURRENT SURVEY CONTROL
 AT1393  ___________________________________________________________________
 AT1393* NAD 83(1992)-  29 53 52.36324(N)    089 54 47.12334(W)     ADJUSTED  
 AT1393* NAVD 88     -         5.9  **(meters)      19.   **(feet)  VERTCON   
 AT1393  **This station is located in a subsidence area (see below).
 AT1393  ___________________________________________________________________
 AT1393  X           -       8,394.183 (meters)                     COMP
 AT1393  Y           -  -5,533,884.237 (meters)                     COMP
 AT1393  Z           -   3,160,554.986 (meters)                     COMP
 AT1393  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1393  ELLIP HEIGHT-         -20.13  (meters)          (01/21/03) GPS OBS
 AT1393  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AT1393
 AT1393  HORZ ORDER  -  FIRST
 AT1393  ELLP ORDER  -  FOURTH    CLASS II
 AT1393
 AT1393.The horizontal coordinates were established by GPS observations
 AT1393.and adjusted by the National Geodetic Survey in January 1993..
 AT1393
 AT1393 ** The orthometric height has not been validated since last determined
 AT1393 ** by differential leveling and should not be used for control purposes.
 AT1393 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1393 ** area with valid NAVD 88 orthometric heights.
 AT1393 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1393 ** epoch indicated which incorporates improved geoid heights for the
 AT1393 ** Southern Louisiana Subsidence area.
 AT1393 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1393
 AT1393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1393
 AT1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1393
 AT1393.The ellipsoidal height was determined by GPS observations
 AT1393.and is referenced to NAD 83.
 AT1393
 AT1393.The geoid height was determined by GEOID03.
 AT1393
 AT1393;                    North         East     Units Scale Factor Converg.
 AT1393;SPC LA S     -   155,796.951 1,137,160.623   MT  0.99992735   +0 42 36.5
 AT1393;SPC LA S     -   511,143.83  3,730,834.48   sFT  0.99992735   +0 42 36.5
 AT1393;UTM  16      - 3,311,036.124   218,690.596   MT  1.00057648   -1 27 10.8
 AT1393
 AT1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1393!SPC LA S     -   1.00000316  x   0.99992735  =   0.99993051
 AT1393!UTM  16      -   1.00000316  x   1.00057648  =   1.00057964
 AT1393
 AT1393                          SUPERSEDED SURVEY CONTROL
 AT1393
 AT1393  ELLIP H (01/21/93)  -20.11   (m)                       GP(       ) 4 2
 AT1393  NAD 83(1986)-  29 53 52.37920(N)    089 54 47.12126(W) AD(       ) 1
 AT1393  NGVD 29 (02/23/90)    6.0    (m)           20.     (f) GPS OBS        
 AT1393
 AT1393.Superseded values are not recommended for survey control.
 AT1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1393.See file dsdata.txt to determine how the superseded data were derived.
 AT1393
 AT1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1869111036(NAD 83)
 AT1393_MARKER: DS = TRIANGULATION STATION DISK
 AT1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1393_SP_SET: CONCRETE POST
 AT1393_STAMPING: CHARLEY OPW 1988
 AT1393_MARK LOGO: LADTD 
 AT1393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AT1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1393+STABILITY: SURFACE MOTION
 AT1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1393+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 AT1393
 AT1393  HISTORY     - Date     Condition        Report By
 AT1393  HISTORY     - 1988     MONUMENTED       LADTD
 AT1393  HISTORY     - 19890120 GOOD
 AT1393  HISTORY     - 20040618 GOOD             DEWDAV
 AT1393  HISTORY     - 20040621 GOOD             DEWDAV
 AT1393
 AT1393                          STATION DESCRIPTION
 AT1393
 AT1393'DESCRIBED BY LA TRANSP AND DEV 1988
 AT1393'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) SOUTHEAST OF STANTON,
 AT1393'2.7 KM (1.70 MI) NORTHWEST OF POYDRAS, 1.1 KM (0.70 MI) WEST OF VIOLET
 AT1393'ON THE WEST BANK OF THE MISSISSIPPI RIVER.  OWNERSHIP--ORLEANS LEVEE
 AT1393'BOARD.
 AT1393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 406 AND 407
 AT1393'NEAR THE SOUTH END OF THE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL
 AT1393'WATERWAY, GO EAST FOR 8.2 KM (5.10 MI) ON HIGHWAY 406 TO THE STATION
 AT1393'MARK ON THE LEFT, SET NEAR A SET OF CONCRETE STEPS GOING UP THE SIDE
 AT1393'OF THE LEVEE.  THE STATION IS 22.3 M (73.2 FT) EAST-NORTHEAST FROM THE
 AT1393'CENTER OF THE HIGHWAY, 16.5 M (54.1 FT) EAST FROM A POWER POLE AT THE
 AT1393'TOE OF THE LEVEE, 3.7 M (12.1 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 AT1393'THE STEPS, 2.4 M (7.9 FT) WEST-SOUTHWEST FROM THE CENTER OF THE STEPS
 AT1393'AND 0.6 M (2.0 FT) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 AT1393
 AT1393                          STATION RECOVERY (1989)
 AT1393
 AT1393'RECOVERED 1989
 AT1393'RECOVERED IN GOOD CONDITION.
 AT1393
 AT1393                          STATION RECOVERY (2004)
 AT1393
 AT1393'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AT1393'RECOVERED IN GOOD CONDITION.
 AT1393
 AT1393                          STATION RECOVERY (2004)
 AT1393
 AT1393'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AT1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1394 ***********************************************************************
 AT1394  DESIGNATION -  CHARLEY AZ MK
 AT1394  PID         -  AT1394
 AT1394  STATE/COUNTY-  LA/ORLEANS
 AT1394  USGS QUAD   -  CHALMETTE (1994)
 AT1394
 AT1394                         *CURRENT SURVEY CONTROL
 AT1394  ___________________________________________________________________
 AT1394* NAD 83(1992)-  29 53 22.17357(N)    089 54 35.86099(W)     ADJUSTED  
 AT1394* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 AT1394  **This station is located in a subsidence area (see below).
 AT1394  ___________________________________________________________________
 AT1394  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1394  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AT1394
 AT1394  HORZ ORDER  -  SECOND
 AT1394
 AT1394.The horizontal coordinates were established by classical geodetic methods
 AT1394.and adjusted by the National Geodetic Survey in January 1993..
 AT1394.No horizontal observational check was made to the station.
 AT1394
 AT1394 ** The orthometric height has not been validated since last determined
 AT1394 ** by differential leveling and should not be used for control purposes.
 AT1394 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1394 ** area with valid NAVD 88 orthometric heights.
 AT1394 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1394 ** epoch indicated which incorporates improved geoid heights for the
 AT1394 ** Southern Louisiana Subsidence area.
 AT1394 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1394
 AT1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1394
 AT1394.The geoid height was determined by GEOID03.
 AT1394
 AT1394;                    North         East     Units Scale Factor Converg.
 AT1394;SPC LA S     -   154,871.243 1,137,474.283   MT  0.99992762   +0 42 42.1
 AT1394;SPC LA S     -   508,106.74  3,731,863.54   sFT  0.99992762   +0 42 42.1
 AT1394;UTM  16      - 3,310,098.631   218,969.275   MT  1.00057455   -1 27 03.9
 AT1394
 AT1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1394!SPC LA S     -   1.00000362  x   0.99992762  =   0.99993124
 AT1394!UTM  16      -   1.00000362  x   1.00057455  =   1.00057817
 AT1394
 AT1394                          SUPERSEDED SURVEY CONTROL
 AT1394
 AT1394  NAD 83(1986)-  29 53 22.18954(N)    089 54 35.85889(W) AD(       ) 2
 AT1394  NGVD 29 (02/23/90)    3.     (m)           10.     (f) VERT ANG       
 AT1394
 AT1394.Superseded values are not recommended for survey control.
 AT1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1394.See file dsdata.txt to determine how the superseded data were derived.
 AT1394
 AT1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1896910099(NAD 83)
 AT1394_MARKER: DZ = AZIMUTH MARK DISK
 AT1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1394_SP_SET: CONCRETE POST
 AT1394_STAMPING: CHARLEY OPW 1988
 AT1394_MARK LOGO: LADTD 
 AT1394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AT1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1394+STABILITY: SURFACE MOTION
 AT1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1394+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AT1394
 AT1394  HISTORY     - Date     Condition        Report By
 AT1394  HISTORY     - 1988     MONUMENTED       LADTD
 AT1394
 AT1394                          STATION DESCRIPTION
 AT1394
 AT1394'DESCRIBED BY LA TRANSP AND DEV 1988
 AT1394'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) SOUTHEAST OF STANTON,
 AT1394'1.8 KM (1.10 MI) NORTHWEST OF POYDRAS, 1.4 KM (0.85 MI) SOUTHWEST OF
 AT1394'VIOLET ON THE WEST BANK OF THE MISSISSIPPI RIVER AT THE EAST END OF
 AT1394'STATE HIGHWAY 406.  OWNERSHIP--ORLEANS LEVEE BOARD.
 AT1394'TO REACH THE STATION FROM THE A JUNCTION OF STATE HIGHWAYS 406 AND 407
 AT1394'NEAR THE SOUTH END OF THE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL
 AT1394'WATERWAY, GO EAST FOR 9.2 KM (5.70 MI) ON HIGHWAY 406 TO THE STATION
 AT1394'MARK ON THE LEFT, SET IN THE TOE OF THE LEVEE NEAR THE EAST END OF
 AT1394'HIGHWAY 406 AT A SHELL ROAD LEADING ONTO THE TOP OF THE LEVEE DIRECTLY
 AT1394'ACROSS THE ROAD FROM A DRIVEWAY.
 AT1394'THE STATION IS FLUSH WITH THE GROUND, 18.9 M (62.0 FT) EAST-NORTHEAST
 AT1394'FROM A POWER POLE WITH A TRANSFORMER AND SECURITY LIGHT ACROSS THE
 AT1394'ROAD, 17.4 M (57.1 FT) SOUTHWEST FROM THE CENTER TOP OF THE LEVEE,
 AT1394'16.8 M (55.1 FT) EAST FROM THE SOUTH END OF A CONCRETE CULVERT UNDER A
 AT1394'DRIVEWAY ACROSS THE ROAD, 10.5 M (34.4 FT) NORTHEAST FROM THE CENTER
 AT1394'OF THE HIGHWAY, 10.5 M (34.4 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 AT1394'THE SHELL ROAD AND 0.6 M (2.0 FT) NORTH-NORTHWEST FROM A FIBERGLASS
 AT1394'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0788 ***********************************************************************
 AV0788  DESIGNATION -  CHARTELYOU
 AV0788  PID         -  AV0788
 AV0788  STATE/COUNTY-  LA/CAMERON
 AV0788  USGS QUAD   -  GRAND BAYOU (1982)
 AV0788
 AV0788                         *CURRENT SURVEY CONTROL
 AV0788  ___________________________________________________________________
 AV0788* NAD 83(1992)-  29 49 40.24024(N)    093 10 20.80963(W)     ADJUSTED  
 AV0788* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0788  **This station is located in a subsidence area (see below).
 AV0788  ___________________________________________________________________
 AV0788  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0788  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AV0788
 AV0788  HORZ ORDER  -  SECOND
 AV0788
 AV0788.The horizontal coordinates were established by classical geodetic methods
 AV0788.and adjusted by the National Geodetic Survey in January 1993..
 AV0788
 AV0788 ** The orthometric height has not been validated since last determined
 AV0788 ** by differential leveling and should not be used for control purposes.
 AV0788 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0788 ** area with valid NAVD 88 orthometric heights.
 AV0788 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0788 ** epoch indicated which incorporates improved geoid heights for the
 AV0788 ** Southern Louisiana Subsidence area.
 AV0788 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0788.The orthometric height was scaled from a topographic map.
 AV0788
 AV0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0788
 AV0788.The geoid height was determined by GEOID03.
 AV0788
 AV0788;                    North         East     Units Scale Factor Converg.
 AV0788;SPC LA S     -   148,610.519   822,265.295   MT  0.99993028   -0 55 10.5
 AV0788;SPC LA S     -   487,566.34  2,697,715.39   sFT  0.99993028   -0 55 10.5
 AV0788;UTM  15      - 3,299,721.850   483,339.229   MT  0.99960342   -0 05 08.8
 AV0788
 AV0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0788!SPC LA S     -   1.00000420  x   0.99993028  =   0.99993448
 AV0788!UTM  15      -   1.00000420  x   0.99960342  =   0.99960762
 AV0788
 AV0788|---------------------------------------------------------------------|
 AV0788| PID    Reference Object                     Distance      Geod. Az  |
 AV0788|                                                           dddmmss.s |
 AV0788| CV9686 CHARTELYOU RM 1                      29.590 METERS 04203     |
 AV0788| AV0786 CREOLE CATHOLIC CHURCH              APPROX. 2.5 KM 1482953.0 |
 AV0788| AV0782 LEER                                APPROX. 9.0 KM 2353429.7 |
 AV0788| CV9687 CHARTELYOU RM 2                      20.480 METERS 30050     |
 AV0788|---------------------------------------------------------------------|
 AV0788
 AV0788                          SUPERSEDED SURVEY CONTROL
 AV0788
 AV0788  NAD 83(1986)-  29 49 40.26598(N)    093 10 20.79372(W) AD(       ) 2
 AV0788  NAD 27      -  29 49 39.47700(N)    093 10 20.26200(W) AD(       ) 2
 AV0788
 AV0788.Superseded values are not recommended for survey control.
 AV0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0788.See file dsdata.txt to determine how the superseded data were derived.
 AV0788
 AV0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8333999722(NAD 83)
 AV0788_MARKER: DS = TRIANGULATION STATION DISK
 AV0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0788
 AV0788  HISTORY     - Date     Condition        Report By
 AV0788  HISTORY     - 1932     MONUMENTED       CGS
 AV0788  HISTORY     - 1955     GOOD             CGS
 AV0788  HISTORY     - 1963     POOR             CGS
 AV0788
 AV0788                          STATION DESCRIPTION
 AV0788
 AV0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0788'STATION IS APPROXIMATELY 1-1/2 MILES N OF THE LUKE RICHARD
 AV0788'PLACE AT CREOLE, ON A HIGH POINT IN THE MARSH KNOWN AS THE
 AV0788'KNOLL TO NATIVES, ON LAND BELONGING TO THE CHARTELYOU ESTATE.
 AV0788'
 AV0788'STATION MARK IS A 5-FOOT BY 5-INCH IRON PIPE, FILLED WITH
 AV0788'CONCRETE WITH STANDARD BRONZE TABLET IN THE TOP AND PROJECTING
 AV0788'2 FEET ABOVE GROUND.
 AV0788'
 AV0788'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF
 AV0788'SQUARE BLOCKS OR POSTS OF CONCRETE 6 INCHES BY 6 INCHES
 AV0788'BY 3 FEET, AND PROJECTING 8 INCHES ABOVE THE GROUND.
 AV0788'
 AV0788'STATION CAN BE REACHED BY TRUCK IN THE DRY SEASON BY LEAVING
 AV0788'THE MAIN SHELL ROAD AT LUKE RICHARDS AND THROUGH HIS PASTURES
 AV0788'AND THENCE N ACROSS THE MARSHLAND TO THE KNOLL.  CAN BE
 AV0788'REACHED IN RAINY SEASON VIA TEAM AND WAGON ONLY AS THE SURROUNDING
 AV0788'LAND COVERS OVER WITH WATER.
 AV0788'
 AV0788'A 20-FOOT TRIPOD AND SCAFFOLD USED WHICH WAS NECESSARY FOR
 AV0788'ALL STATIONS.  IN ADDITION ALL LINES WERE CLEARED TO STATIONS
 AV0788'HACK AND MESA.
 AV0788
 AV0788                          STATION RECOVERY (1955)
 AV0788
 AV0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0788'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 AV0788'COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED 1.4 MILES
 AV0788'DUE N OF A POINT ON STATE HIGHWAY NO. 27 WHICH IS 3.8 MILES BY
 AV0788'ROAD W OF THE HIGHWAY INTERSECTION AT CREOLE AND 0.8 MILE W
 AV0788'OF THE CREOLE CATHOLIC CHURCH, IN THE CENTER OF A MUD DEPRESSION
 AV0788'ABOUT 10 FEET IN DIAMETER IN THE CENTER OF A RIDGE ABOUT 500
 AV0788'FEET AND ABOUT 2 FEET ABOVE MARSH LEVEL.  STATION IS THE MOST
 AV0788'PROMINENT OBJECT ON RIDGE.  A STANDARD DISK, STAMPED
 AV0788'CHARTELYOU, IN THE TOP OF A 5 INCH IRON PIPE PROJECTING 3 FEET.
 AV0788'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHARTELYOU
 AV0788'1932 R.M. NO 1 IN THE TOP OF AN 8 X 8 INCH CONCRETE MONUMENT
 AV0788'PROJECTING 8 INCHES.  REFERENCE MARK NO. 2 IS A STANDARD
 AV0788'DISK STAMPED CHARTELYOU 1932 NO. 2 IN THE TOP OF AN 8 X
 AV0788'8 INCH CONCRETE MONUMENT PROJECTING 6 INCHES.  STATION IS
 AV0788'VERY DIFFICULT TO REACH.  AT TIME STATION WAS VISITED THE
 AV0788'MARSH WAS FLOODED AND THE BOTTOM WAS SOFT MUD.  THERE IS
 AV0788'A SUBSTANTIAL FENCE ABOUT 1/2 MILE TO THE E, S AND W
 AV0788'EXTENDING AS FAR AS COULD BE SEEN TO THE N.  NO GATES
 AV0788'WERE SEEN WHERE A MARSH BUGGY COULD ENTER.  STATION WAS
 AV0788'REACHED BY THIS PARTY BY HELICOPTER.
 AV0788
 AV0788                          STATION RECOVERY (1963)
 AV0788
 AV0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0788'THE STATION WAS RECOVERED IN POOR CONDITION.  THE 5 INCH
 AV0788'PIPE HAS BEEN BENT AND THE STATION IS LEANING ALMOST PARALLEL
 AV0788'TO THE GROUND.  THE REFERENCE MARKS WERE NOT RECOVERED.  THE
 AV0788'STATION CAN BE REACHED BY TRUCK DURING A DRY SEASON ONLY.
 AV0788'THE DESCRIPTION BY R.A.G. 1955 IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3007 ***********************************************************************
 CP3007  DESIGNATION -  CHASE
 CP3007  PID         -  CP3007
 CP3007  STATE/COUNTY-  LA/FRANKLIN
 CP3007  USGS QUAD   -  GILBERT (1983)
 CP3007
 CP3007                         *CURRENT SURVEY CONTROL
 CP3007  ___________________________________________________________________
 CP3007* NAD 83(1992)-  32 05 04.67032(N)    091 41 43.80834(W)     ADJUSTED  
 CP3007* NAVD 88     -        21.6    (meters)      71.     (feet)  VERTCON   
 CP3007  ___________________________________________________________________
 CP3007  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CP3007  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP3007
 CP3007  HORZ ORDER  -  SECOND
 CP3007
 CP3007.The horizontal coordinates were established by classical geodetic methods
 CP3007.and adjusted by the National Geodetic Survey in May 1994..
 CP3007
 CP3007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3007
 CP3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3007
 CP3007.The geoid height was determined by GEOID03.
 CP3007
 CP3007;                    North         East     Units Scale Factor Converg.
 CP3007;SPC LA N     -   175,978.016 1,075,942.752   MT  0.99991897   +0 25 31.2
 CP3007;SPC LA N     -   577,354.54  3,529,988.85   sFT  0.99991897   +0 25 31.2
 CP3007;UTM  15      - 3,550,560.913   623,108.136   MT  0.99978690   +0 41 34.8
 CP3007
 CP3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3007!SPC LA N     -   1.00000072  x   0.99991897  =   0.99991969
 CP3007!UTM  15      -   1.00000072  x   0.99978690  =   0.99978762
 CP3007
 CP3007|---------------------------------------------------------------------|
 CP3007| PID    Reference Object                     Distance      Geod. Az  |
 CP3007|                                                           dddmmss.s |
 CP3007| CY4035 CHASE RM 1                           27.419 METERS 07534     |
 CP3007| CP3006 CHASE LDH 1971 RM 2                  10.194 METERS 12202     |
 CP3007| CY3532 ELY 2                                              1473255.8 |
 CP3007| CY4034 CHASE AZ MK                                        3291409.5 |
 CP3007|---------------------------------------------------------------------|
 CP3007
 CP3007                          SUPERSEDED SURVEY CONTROL
 CP3007
 CP3007  NAD 83(1992)-  32 05 04.67139(N)    091 41 43.80730(W) AD(       ) 2
 CP3007  NAD 83(1986)-  32 05 04.68352(N)    091 41 43.80311(W) AD(       ) 2
 CP3007  NAD 27      -  32 05 04.12696(N)    091 41 43.35305(W) AD(       ) 2
 CP3007  NGVD 29 (07/19/86)   21.6    (m)           71.     (f) VERT ANG       
 CP3007
 CP3007.Superseded values are not recommended for survey control.
 CP3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3007.See file dsdata.txt to determine how the superseded data were derived.
 CP3007
 CP3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2310850561(NAD 83)
 CP3007_MARKER: DD = SURVEY DISK
 CP3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3007
 CP3007  HISTORY     - Date     Condition        Report By
 CP3007  HISTORY     - 1971     MONUMENTED       LADTD
 CP3007  HISTORY     - 1977     GOOD             NGS
 CP3007
 CP3007                          STATION DESCRIPTION
 CP3007
 CP3007'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3007'THE STATION IS LOCATED 4 MILES SOUTH OF WINNSBORO, 3
 CP3007'MILES NORTH OF GILBERT AND 0.5 MILE SOUTH OF CHASE, IN THE
 CP3007'NORTHWEST 1/4 OF SECTION 30, T13N, R8E, AND ON THE
 CP3007'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3007'
 CP3007'TO REACH THE STATION FROM THE WINNSBORO CITY HALL ON STATE
 CP3007'HIGHWAY 15, DRIVE SOUTH ALONG STATE HIGHWAY 15 FOR 6.2
 CP3007'MILES TO THE LOUISIANA DEPARTMENT OF HIGHWAYS DISTRICT 58
 CP3007'OFFICE BUILDING ON THE LEFT AND EAST OF THE HIGHWAY.  THE
 CP3007'STATION IS SET SOUTHWEST OF THE BUILDING NEAR A CHAIN LINK FENCE.
 CP3007'
 CP3007'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CP3007'STATE HIGHWAY 15 FOR APPROXIMATELY 0.2 MILE TO THE MARK
 CP3007'WHICH IS SET ON THE LEFT AND WEST OF THE HIGHWAY NEAR A CHURCH.
 CP3007'
 CP3007'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTH ALONG
 CP3007'STATE HIGHWAY 15 FOR 0.5 MILE TO THE MARK WHICH IS SET ON
 CP3007'THE RIGHT AND WEST OF THE HIGHWAY NEAR A GRAVEL ROAD AND POWER
 CP3007'POLE.
 CP3007'
 CP3007'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3007'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3007'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP3007'WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP
 CP3007'OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3007'SURFACE.  THEY ARE STAMPED CHASE 1971.  THE MARK IS 376 FEET
 CP3007'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE DISTRICT 58
 CP3007'DEPARTMENT OF HIGHWAYS OFFICE BUILDING AT CHASE, 117 FEET
 CP3007'WEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE HIGHWAY
 CP3007'MAINTENANCE YARD, 106 FEET WEST-SOUTHWEST OF A METAL WITNESS
 CP3007'POST AND SIGN, 90 FEET NORTHEAST OF THE CENTER OF STATE
 CP3007'HIGHWAY 15, AND 38 FEET EAST OF A 6 INCH PINE TREE.
 CP3007'
 CP3007'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3007'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN
 CP3007'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3007'FLUSH WITH THE GROUND.  IT IS STAMPED CHASE R.M. 1 1971.  IT IS
 CP3007'175 FEET EAST OF THE CENTER OF STATE HIGHWAY 15, 40 FEET
 CP3007'NORTHWEST OF THE SOUTHWEST CORNER OF THE HIGHWAY MAINTENANCE
 CP3007'YARD FENCE, 18 FEET SOUTH OF AN 8 INCH PINE TREE, 16 FEET
 CP3007'WEST OF A METAL WITNESS POST AND SIGN AND 6 FEET
 CP3007'WEST-SOUTHWEST OF THE YARD FENCE.
 CP3007'
 CP3007'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3007'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3007'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3007'THE GROUND.  IT IS STAMPED CHASE R.M. 2 1971.  IT IS 112 FEET
 CP3007'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 15, 90 FEET
 CP3007'WEST OF THE SOUTHWEST CORNER OF THE HIGHWAY MAINTENANCE YARD
 CP3007'FENCE, 83 FEET SOUTHWEST OF AN 8 INCH PINE TREE, AND 71 FEET
 CP3007'EAST-SOUTHEAST OF A 6 INCH PINE TREE.
 CP3007'
 CP3007'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3007'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3007'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3007'FLUSH WITH THE GROUND.  IT IS STAMPED CHASE AZ. MK. 1971.  IT
 CP3007'IS 85 FEET NORTH OF THE NORTHEAST CORNER OF A CHURCH, 66 FEET
 CP3007'NORTH OF AN 8 INCH PINE TREE, 42 FEET SOUTHWEST OF THE CENTER
 CP3007'OF STATE HIGHWAY 15, 3 FEET NORTH OF A POWER POLE, AND 2
 CP3007'FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 CP3007'
 CP3007'AZIMUTH MARK 2 IS A STANDARD U.S. CORPS OF ENGINEERS PIPE
 CP3007'BENCH MARK THAT PROJECTS 12 INCHES ABOVE THE GROUND.  (THE CAP
 CP3007'WAS USED) IT IS STAMPED ELY-2.  IT IS 45 FEET WEST OF THE
 CP3007'CENTER OF STATE HIGHWAY 15, 23 FEET SOUTH OF THE CENTER OF
 CP3007'A GRAVEL ROAD, 11 FEET NORTHWEST OF POWER POLE NO. 107, 4
 CP3007'FEET WEST-SOUTHWEST OF A FENCE CORNER, AND 1 FOOT SOUTHWEST
 CP3007'OF A METAL WITNESS POST AND SIGN.
 CP3007'
 CP3007'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3007
 CP3007                          STATION RECOVERY (1977)
 CP3007
 CP3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 CP3007'THE STATION WAS VISITED 9/13/77 AND ALL MARKS WERE FOUND IN GOOD
 CP3007'CONDITION.  THE AZIMUTH MARK WAS INVESTIGATED DUE TO ROAD
 CP3007'CONSTRUCTION AND WAS FOUND IN NO DANGER.  SINCE THE ROAD WILL BE
 CP3007'CHANGED THE DESCRIPTION WILL CHANGE.  CORRECTIONS FOR THE
 CP3007'DESCRIPTION FOR AZIMUTH MARK 2 ARE AS FOLLOWS--IN THE BOX
 CP3007'SCORE OF THE 1971 DESCRIPTION, IT CALLS THE MARK A USC AND
 CP3007'GS MARK.  IT IS A USE. MARK.  THE MILEAGE FROM THE
 CP3007'STATION IS 0.7 MILE RATHER THAN 0.5 MILE AS STATED IN THE
 CP3007'DESCRIPTION.  A NEW DESCRIPTION FOLLOWS--
 CP3007'
 CP3007'THE STATION IS LOCATED 4 MILES SOUTH OF WINNSBORO, 3 MILES NORTH OF
 CP3007'GILBERT AND 0.5 MILE SOUTH OF CHASE AND ACROSS THE HIGHWAY FROM
 CP3007'LADTD OFFICE OF HIGHWAYS DISTRICT 58 HEADQUARTERS.
 CP3007'
 CP3007'TO REACH THE STATION FROM THE WINNSBORO CITY HALL IN WINNSBORO, GO
 CP3007'SOUTH ON STATE HIGHWAY 15 FOR 6.2 MILES TO STATE HIGHWAY DISTRICT
 CP3007'OFFICE 58 AND THE STATION ON THE LEFT.
 CP3007'
 CP3007'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE
 CP3007'HIGHWAY 15 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CP3007'
 CP3007'TO REACH AZIMUTH MARK 2 FROM THE STATION GO SOUTH ON STATE HIGHWAY
 CP3007'15 FOR 0.7 MILE TO THE GRAVELED ROAD WEST AND THE MARK IN THE
 CP3007'SOUTHWEST ANGLE OF THE INTERSECTION.
 CP3007'
 CP3007'THE STATION IS 376 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 CP3007'THE DISTRICT 58 OFFICE BUILDING, 117 FEET WEST OF THE SOUTHWEST
 CP3007'CORNER OF THE FENCE AROUND THE HIGHWAY MAINTENANCE YARD, 90 FEET
 CP3007'NORTHEAST OF THE CENTER OF STATE HIGHWAY 15 AND 106 FEET
 CP3007'WEST-SOUTHWEST OF A METAL WITNESS POST.  IT IS A USC AND GS AND
 CP3007'STATE SURVEY DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CP3007'FLUSH WITH THE GROUND.  IT IS STAMPED CHASE 1971.
 CP3007'
 CP3007'REFERENCE MARK NO. 1 IS 175 FEET EAST OF THE CENTER OF STATE HIGHWAY
 CP3007'15, 50 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HIGHWAY
 CP3007'MAINTENANCE YARD FENCE, 18 FEET SOUTH OF AN 8-INCH PINE TREE AND
 CP3007'16 FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 CP3007'STAMPED CHASE R.M. 1 1971.
 CP3007'
 CP3007'REFERENCE MARK NO. 2 IS 112 FEET EAST-NORTHEAST OF THE CENTER OF
 CP3007'STATE HIGHWAY 15, 90 FEET WEST OF THE SOUTHWEST CORNER OF THE
 CP3007'HIGHWAY MAINTENANCE YARD FENCE, 83 FEET SOUTHWEST OF AN 8-INCH PINE
 CP3007'TREE AND 71 FEET EAST-SOUTH EAST OF A 6-INCH TREE.  IT IS A
 CP3007'STANDARD DISK STAMPED CHASE R.M. 2 FLUSH WITH THE GROUND.
 CP3007'
 CP3007'THE AZIMUTH MARK IS 0.2 MILE NORTH-NORTHWEST OF THE STATION, 42 FEET
 CP3007'SOUTHWEST OF THE CENTER OF OLD STATE HIGHWAY 15, 110 FEET NORTHWEST
 CP3007'OF THE PROJECTED CENTERLINE OF A BLACK TOP ROAD LEADING NORTHEAST
 CP3007'ALONG THE NORTH SIDE OF DISTRICT 58 STATE HIGHWAY OFFICE, 86 FEET
 CP3007'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY OF NEW HIGHWAY 15, 65
 CP3007'FEET NORTHEAST OF A POWER POLE, 15 FEET SOUTH-SOUTHEAST OF A
 CP3007'POWER POLE WITH WIRES LEADING THREE DIRECTIONS, 206 FEET
 CP3007'NORTHEAST OF THE CENTER OF THE MEDIAN OF THE NEW HIGHWAY, 0.6 FEET
 CP3007'NORTH OF A METAL WITNESS POST, AND 2 FEET SOUTH OF A METAL WITNESS
 CP3007'POST.  IT IS A STANDARD DISK STAMPED CHASE AZ MK 1971, FLUSH WITH THE
 CP3007'GROUND.
 CP3007'
 CP3007'AZIMUTH MARK NO. 2 IS A U.S. CORPS OF ENGINEERS PIPE AND CAP STAMPED
 CP3007'ELY 2, PROJECTING 12 INCHES.  IT IS 45 FEET WEST OF THE CENTER OF
 CP3007'STATE HIGHWAY 15, 23 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD
 CP3007'LEADING WEST, 11 FEET NORTHWEST OF A POWER POLE NO. 107, 4 FEET
 CP3007'WEST-SOUTHWEST OF A FENCE CORNER AND 1 FOOT SOUTHWEST OF A METAL
 CP3007'WITNESS POST.
 CP3007'
 CP3007'AIRLINE DISTANCE AND DIRECTIN FROM NEAREST TOWN--0.5 MILES SOUTH OF
 CP3007'CHASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3005 ***********************************************************************
 CP3005  DESIGNATION -  CHASE LDH RAD STA KJP 386 MST
 CP3005  PID         -  CP3005
 CP3005  STATE/COUNTY-  LA/FRANKLIN
 CP3005  USGS QUAD   -  GILBERT (1983)
 CP3005
 CP3005                         *CURRENT SURVEY CONTROL
 CP3005  ___________________________________________________________________
 CP3005* NAD 83(1992)-  32 05 07.24363(N)    091 41 36.40825(W)     ADJUSTED  
 CP3005* NAVD 88     -                                                        
 CP3005  ___________________________________________________________________
 CP3005  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CP3005  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP3005
 CP3005  HORZ ORDER  -  THIRD
 CP3005
 CP3005.The horizontal coordinates were established by classical geodetic methods
 CP3005.and adjusted by the National Geodetic Survey in May 1994..
 CP3005
 CP3005
 CP3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3005
 CP3005.The geoid height was determined by GEOID03.
 CP3005
 CP3005;                    North         East     Units Scale Factor Converg.
 CP3005;SPC LA N     -   176,058.714 1,076,136.201   MT  0.99991900   +0 25 35.1
 CP3005;SPC LA N     -   577,619.30  3,530,623.52   sFT  0.99991900   +0 25 35.1
 CP3005;UTM  15      - 3,550,642.503   623,301.180   MT  0.99978749   +0 41 38.8
 CP3005
 CP3005                          SUPERSEDED SURVEY CONTROL
 CP3005
 CP3005  NAD 83(1992)-  32 05 07.24470(N)    091 41 36.40754(W) AD(       ) 4
 CP3005  NAD 83(1986)-  32 05 07.25685(N)    091 41 36.40296(W) AD(       ) 4
 CP3005  NAD 27      -  32 05 06.69981(N)    091 41 35.95340(W) AD(       ) 3
 CP3005
 CP3005.Superseded values are not recommended for survey control.
 CP3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3005.See file dsdata.txt to determine how the superseded data were derived.
 CP3005
 CP3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2330150643(NAD 83)
 CP3005_MARKER: 42 = RADIO/TV MAST
 CP3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3005+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP3005
 CP3005  HISTORY     - Date     Condition        Report By
 CP3005  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP3005  HISTORY     - 20050318 GOOD             USPSQD
 CP3005
 CP3005                          STATION DESCRIPTION
 CP3005
 CP3005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3005'THE LOUISIANA DEPARTMENT OF HIGHWAYS MAST IS LOCATED ABOUT
 CP3005'1/2 MILE SOUTH OF THE SMALL VILLAGE OF CHASE, ON THE
 CP3005'GROUNDS OF HIGHWAY DEPARTMENT DISTRICT 58 HEADQUARTERS.
 CP3005'
 CP3005'IT IS A STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED
 CP3005'ALTERNATELY RED AND WHITE WITH A FLASHING RED LIGHT AT THE
 CP3005'TOP AND IS 250 FEET HIGH.
 CP3005'
 CP3005'POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP.
 CP3005
 CP3005                          STATION RECOVERY (2005)
 CP3005
 CP3005'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP3005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1348 ***********************************************************************
 AT1348  DESIGNATION -  CHASSE
 AT1348  PID         -  AT1348
 AT1348  STATE/COUNTY-  LA/PLAQUEMINES
 AT1348  USGS QUAD   -  BELLE CHASSE (1994)
 AT1348
 AT1348                         *CURRENT SURVEY CONTROL
 AT1348  ___________________________________________________________________
 AT1348* NAD 83(1992)-  29 51 48.81783(N)    089 58 48.99157(W)     ADJUSTED  
 AT1348* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT1348  **This station is located in a subsidence area (see below).
 AT1348  ___________________________________________________________________
 AT1348  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AT1348  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AT1348
 AT1348  HORZ ORDER  -  FIRST
 AT1348
 AT1348.The horizontal coordinates were established by classical geodetic methods
 AT1348.and adjusted by the National Geodetic Survey in January 1993..
 AT1348
 AT1348 ** The orthometric height has not been validated since last determined
 AT1348 ** by differential leveling and should not be used for control purposes.
 AT1348 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1348 ** area with valid NAVD 88 orthometric heights.
 AT1348 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1348 ** epoch indicated which incorporates improved geoid heights for the
 AT1348 ** Southern Louisiana Subsidence area.
 AT1348 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1348.The orthometric height was scaled from a topographic map.
 AT1348
 AT1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1348
 AT1348.The geoid height was determined by GEOID03.
 AT1348
 AT1348;                    North         East     Units Scale Factor Converg.
 AT1348;SPC LA S     -   151,914.789 1,130,717.368   MT  0.99992860   +0 40 35.6
 AT1348;SPC LA S     -   498,407.10  3,709,695.23   sFT  0.99992860   +0 40 35.6
 AT1348;UTM  16      - 3,307,397.396   212,101.027   MT  1.00062278   -1 29 06.0
 AT1348;UTM  15      - 3,307,496.890   791,711.596   MT  1.00065006   +1 30 16.9
 AT1348
 AT1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1348!SPC LA S     -   1.00000375  x   0.99992860  =   0.99993235
 AT1348!UTM  16      -   1.00000375  x   1.00062278  =   1.00062653
 AT1348!UTM  15      -   1.00000375  x   1.00065006  =   1.00065381
 AT1348
 AT1348:                Primary Azimuth Mark                     Grid Az
 AT1348:SPC LA S     -  WOOD PULP MILL RED WATER TANK            085 06 39.7
 AT1348:UTM  16      -  WOOD PULP MILL RED WATER TANK            087 16 21.3
 AT1348:UTM  15      -  WOOD PULP MILL RED WATER TANK            084 16 58.4
 AT1348
 AT1348|---------------------------------------------------------------------|
 AT1348| PID    Reference Object                     Distance      Geod. Az  |
 AT1348|                                                           dddmmss.s |
 AT1348| AT1352 WOOD PULP MILL RED WATER TANK       APPROX. 3.4 KM 0854715.3 |
 AT1348| AT1345 WOOD PULP MILL BLACK WATER TK       APPROX. 3.5 KM 0875001.1 |
 AT1348| AT1346 WOOD PULP MILL TALL WHITE STK       APPROX. 3.5 KM 0875419.2 |
 AT1348| DD6518 CHASSE RM 1                                        18816     |
 AT1348| DD6520 CHASSE RM 2                                        2052908.8 |
 AT1348| DD6517 CHASSE AZ MK                                       2052901.6 |
 AT1348| AT1343 SEATRAIN CRANE TOP HOR MEMBER       APPROX. 3.1 KM 2072627.0 |
 AT1348| DD6519 CHASSE RM 1 RESET                    60.594 METERS 26750     |
 AT1348| AU2711 GRETNA RAD STA WDSU S TWR           APPROX. 8.3 KM 3032457.0 |
 AT1348| AU2710 GRETNA RAD STA WDSU N TWR           APPROX. 8.4 KM 3035835.3 |
 AT1348| DD6521 CHASSE RM 2 RESET                    86.198 METERS 35626     |
 AT1348|---------------------------------------------------------------------|
 AT1348
 AT1348                          SUPERSEDED SURVEY CONTROL
 AT1348
 AT1348  NAD 83(1986)-  29 51 48.83202(N)    089 58 48.99223(W) AD(       ) 1
 AT1348  NAD 27      -  29 51 48.09180(N)    089 58 48.74278(W) AD(       ) 1
 AT1348
 AT1348.Superseded values are not recommended for survey control.
 AT1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1348.See file dsdata.txt to determine how the superseded data were derived.
 AT1348
 AT1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1210107397(NAD 83)
 AT1348_MARKER: DS = TRIANGULATION STATION DISK
 AT1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1348+STABILITY: SURFACE MOTION
 AT1348
 AT1348  HISTORY     - Date     Condition        Report By
 AT1348  HISTORY     - 1931     MONUMENTED       CGS
 AT1348  HISTORY     - 1934     GOOD             CGS
 AT1348  HISTORY     - 1934     GOOD             CGS
 AT1348  HISTORY     - 1936     GOOD             LAGS
 AT1348  HISTORY     - 1937     GOOD             LAGS
 AT1348  HISTORY     - 1949     MARK NOT FOUND   CGS
 AT1348
 AT1348                          STATION DESCRIPTION
 AT1348
 AT1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1348'STATION IS
 AT1348'ABOUT 2 MILES NE
 AT1348'OF THE BELLE CHASSE STATION OF THE LOWER COAST
 AT1348'RAILROAD COMPANY, ON THE TOP OF A
 AT1348'LEVEE, 455 FEET NE OF A LARGE
 AT1348'LIVE OAK TREE MARKED WITH A TRIANGULAR BLAZE, AND ON
 AT1348'AN EXTENDED
 AT1348'LINE OF THE SE SIDE OF THE GRAVEL ON THE ROAD TO THE SW.
 AT1348'
 AT1348'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AT1348'DISKS SET IN CONCRETE, UPPER
 AT1348'MARK PROJECTS 3 INCHES ABOVE
 AT1348'THE SURFACE OF THE GROUND.
 AT1348'
 AT1348'REFERENCE MARK NO. 1, PROJECTING 3 INCHES ABOVE THE SURFACE OF
 AT1348'THE GROUND, IS IN
 AT1348'THE TOP OF THE LEVEE, 9 FEET W OF THE E SLOPE,
 AT1348'200 FEET N OF WHERE ROAD FROM THE
 AT1348'TOWN CROSSES THE LEVEE, 100
 AT1348'FEET E OF THE NE CORNER OF THE OLD MANSION, AND 0.5
 AT1348'MILE FROM THE
 AT1348'STATION S 8 DEG 16 MIN W.
 AT1348'
 AT1348'REFERENCE MARK NO. 2, PROJECTING 4 INCHES ABOVE THE SURFACE OF
 AT1348'THE GROUND, IS 125
 AT1348'FEET N OF WHERE THE ROAD CROSSES THE TRACK, 85
 AT1348'FEET E OF THE CENTER LINE OF HIGHWAY
 AT1348'31, 27 FEET W OF ANOTHER GRAVEL
 AT1348'ROAD, 37.5 FEET E OF THE E RAIL OF THE MAIN TRACK, AND
 AT1348'0.6 MILE
 AT1348'FROM THE STATION IN S 25 DEG 29 MIN W.
 AT1348'
 AT1348'THE ENGLISH BEND RIVER LIGHT IS N 27 DEG 30 E.
 AT1348'
 AT1348'TO REACH THE STATION FROM THE POST OFFICE IN GRETNA, GO 7.0
 AT1348'MILES ON HIGHWAY
 AT1348'31 TO THE OLD RAILWAY STATION SITE, AT THIS POINT
 AT1348'AN OLD MANSION CAN BE SEE TO THE NE
 AT1348'NEAR THE LEVEE, TURN LEFT ON
 AT1348'THE GRAVEL ROAD CROSSING THE RAILROAD TRACK AND GO 0.5
 AT1348'MILE TO A
 AT1348'LARGE LIVE OAK TREE ON THE LEFT SIDE OF THE ROAD MARKED WITH A
 AT1348'TRIANGULAR BLAZE,
 AT1348'CONTINUE STRAIGHT AHEAD ON A DIM ROAD TO THE LEVEE
 AT1348'AND THE STATION.
 AT1348
 AT1348                          STATION RECOVERY (1934)
 AT1348
 AT1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1348'ALL OLD MARKS RECOVERED AS DESCRIBED.  THE OLD MANSION MENTIONED IN
 AT1348'THE ORIGINAL
 AT1348'DESCRIPTION IS BEING MOVED ABOUT A THOUSAND FEET W
 AT1348'AND ACCORDING TO LOCAL
 AT1348'INFORMATION RECEIVED, THE LEVEE IN THIS
 AT1348'VICINITY WILL BE MOVED WESTWARD IN THE
 AT1348'NEAR FUTURE.  THIS WOULD
 AT1348'ENDANGER THE POSTION OF THE STATION AND OLD REFERENCE
 AT1348'MARK NO. 1.
 AT1348'
 AT1348'THREE NEW STANDARD DISKS WERE SET AS FOLLOWS- ONE STAMPED
 AT1348'CHASSE NO. 1,
 AT1348'1934, IS 198.8 FEET W OF STATION, 25 FEET E OF
 AT1348'GRAVEL ROAD LEADING POST
 AT1348'STATION.  ONE STAMPED CHASSE NO. 2, 1934,
 AT1348'IS 282.8 FEET N OF STATION AT BASE OF LEVEE
 AT1348'WHERE IT TURNS EASTWARD,
 AT1348'10 FEET E OF GARDEN ROAD.  ONE STAMPED CHASSE AZIMUTH 1934, IS
 AT1348'0.45 MILE
 AT1348'SSW, OF STATION, 15 FEET W OF GRAVEL ROAD LEADING TO
 AT1348'STATION IN FENCE LINE, 5
 AT1348'FEET N OF ELECTRIC LIGHT POLE.
 AT1348'
 AT1348'ENGLISH BEND RIVER LIGHT NO LONGER VISIBLE FROM GROUND DUE TO GROWTH
 AT1348'OF TREES.
 AT1348
 AT1348                          STATION RECOVERY (1936)
 AT1348
 AT1348'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AT1348'STATION RECOVERED AS DESCRIBED.
 AT1348
 AT1348                          STATION RECOVERY (1937)
 AT1348
 AT1348'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 AT1348'STATION RECOVERED AS DESCRIBED.
 AT1348
 AT1348                          STATION RECOVERY (1949)
 AT1348
 AT1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 AT1348'STATION SEARCHED FOR BUT NOT RECOVERED.
 AT1348'IT IS BELIEVED
 AT1348'THAT THE MARK WAS DESTROYED WHEN THE
 AT1348'LEVEE WAS MOVED W.  R.M. 2 WAS
 AT1348'RECOVERED IN GOOD CONDITION BUT
 AT1348'WAS UNABLE TO RECOVER R.M. 1 OR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2650 ***********************************************************************
 BK2650  DESIGNATION -  CHATAIGNIER
 BK2650  PID         -  BK2650
 BK2650  STATE/COUNTY-  LA/EVANGELINE
 BK2650  USGS QUAD   -  CHATAIGNIER (1983)
 BK2650
 BK2650                         *CURRENT SURVEY CONTROL
 BK2650  ___________________________________________________________________
 BK2650* NAD 83(1992)-  30 34 06.12235(N)    092 18 46.72409(W)     ADJUSTED  
 BK2650* NAVD 88     -        18.11   (+/-2cm)      59.4    (feet)  VERTCON   
 BK2650  ___________________________________________________________________
 BK2650  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2650  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2650
 BK2650  HORZ ORDER  -  FIRST
 BK2650  VERT ORDER  -  THIRD ? (See Below)
 BK2650
 BK2650.The horizontal coordinates were established by classical geodetic methods
 BK2650.and adjusted by the National Geodetic Survey in January 1993..
 BK2650
 BK2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2650.The vertical order pertains to the NGVD 29 superseded value.
 BK2650
 BK2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2650
 BK2650.The geoid height was determined by GEOID03.
 BK2650
 BK2650;                    North         East     Units Scale Factor Converg.
 BK2650;SPC LA S     -   229,672.109   906,024.442   MT  0.99997465   -0 29 23.4
 BK2650;SPC LA S     -   753,515.91  2,972,515.19   sFT  0.99997465   -0 29 23.4
 BK2650;UTM  15      - 3,381,968.670   565,881.520   MT  0.99965354   +0 20 57.9
 BK2650
 BK2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2650!SPC LA S     -   1.00000145  x   0.99997465  =   0.99997610
 BK2650!UTM  15      -   1.00000145  x   0.99965354  =   0.99965499
 BK2650
 BK2650:                Primary Azimuth Mark                     Grid Az
 BK2650:SPC LA S     -  VILLE PLATTE WATER TANK                  016 02 39.7
 BK2650:UTM  15      -  VILLE PLATTE WATER TANK                  015 12 18.4
 BK2650
 BK2650|---------------------------------------------------------------------|
 BK2650| PID    Reference Object                     Distance      Geod. Az  |
 BK2650|                                                           dddmmss.s |
 BK2650| BK2643 VILLE PLATTE WATER TANK             APPROX.13.6 KM 0153316.3 |
 BK2650| CW1199 CHATAIGNIER RM 3                     23.216 METERS 07358     |
 BK2650| BK2651 TT 11 R USGS 1935                   APPROX. 0.8 KM 0904609.5 |
 BK2650| CW1197 CHATAIGNIER RM 1                     51.889 METERS 09441     |
 BK2650| CW1196 CHATAIGNIER AZ MK 2                                3314800.9 |
 BK2650| CW1198 CHATAIGNIER RM 2                     49.954 METERS 35315     |
 BK2650| BK2653 CHATAIGNIER RM 4                     10.973 METERS 35536     |
 BK2650|---------------------------------------------------------------------|
 BK2650
 BK2650                          SUPERSEDED SURVEY CONTROL
 BK2650
 BK2650  NAD 83(1986)-  30 34 06.14248(N)    092 18 46.71830(W) AD(       ) 1
 BK2650  NAD 27      -  30 34 05.43011(N)    092 18 46.25815(W) AD(       ) 1
 BK2650  NGVD 29 (07/19/86)   18.07   (m)           59.3    (f) LEVELING    3  
 BK2650
 BK2650.Superseded values are not recommended for survey control.
 BK2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2650.See file dsdata.txt to determine how the superseded data were derived.
 BK2650
 BK2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6588281969(NAD 83)
 BK2650_MARKER: DS = TRIANGULATION STATION DISK
 BK2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2650
 BK2650  HISTORY     - Date     Condition        Report By
 BK2650  HISTORY     - 1935     MONUMENTED       CGS
 BK2650  HISTORY     - 1960     GOOD             CGS
 BK2650  HISTORY     - 1969     GOOD             CGS
 BK2650
 BK2650                          STATION DESCRIPTION
 BK2650
 BK2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2650'IN THE TOWN OF CHATAIGNIER, ABOUT 1/2 MILE E OF THE RAILROAD
 BK2650'STATION, AT THE SW CORNER OF THE HIGH SCHOOL GROUNDS, 183 FEET
 BK2650'WSW OF THE SW CORNER OF THE SCHOOLHOUSE, 50 FEET N OF THE
 BK2650'CENTER LINE OF THE E-W GRAVEL ROAD THAT PASSES ON THE S
 BK2650'(FRONT) SIDE OF THE SCHOOLHOUSE, 25 FEET NE OF THE SW CORNER
 BK2650'POST OF THE SCHOOL GROUNDS FENCE, 17 FEET N OF THE S
 BK2650'(RIGHT-OF-WAY) FENCE, AND 18 FEET E OF THE W FENCE.
 BK2650'
 BK2650'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 BK2650'THE MARK IS SET FLUSH WITH
 BK2650'THE SURFACE OF THE GROUND.
 BK2650'
 BK2650'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK2650'SET FLUSH WITH THE SURFACE OF THE
 BK2650'GROUND, IS ON THE S FENCE LINE OF THE SCHOOL GROUNDS, 34 FEET
 BK2650'N OF THE CENTER LINE OF THE GRAVEL ROAD, 21 FEET W OF THE W
 BK2650'GATEPOST AT THE ENTRANCE TO THE SCHOOL GROUNDS, 118 FEET SSE
 BK2650'OF THE SW CORNER OF THE SCHOOLHOUSE, AND 170.24 FEET (51.89
 BK2650'METERS) FROM THE STATION S 85 DEG 19 MIN E.
 BK2650'
 BK2650'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK2650'SET FLUSH WITH THE SURFACE OF THE
 BK2650'GROUND, IS ON THE W FENCE LINE OF THE SCHOOL GROUNDS, 28 FEET
 BK2650'S OF THE SE CORNER OF THE OUTHOUSE, 181 FEET WNW OF THE SW
 BK2650'CORNER OF THE SCHOOLHOUSE, 258.65 FEET (78.84 METERS) NW OF
 BK2650'REFERENCE MARK NO. 1, AND 163.89 FEET (49.95 METERS) FROM THE
 BK2650'STATION N 06 DEG 45 MIN W.  T.T.-11 R (U.S.G.S.)
 BK2650'(1934), A STANDARD U.S.G.S. BRONZE TABLET SET IN A CONCRETE
 BK2650'POST WHICH PROJECTS ABOUT 2 INCHES, IS USED AS AN AZIMUTH
 BK2650'MARK AND IS 30 FEET S OF THE CENTER LINE OF THE E-W GRAVEL
 BK2650'ROAD, ABOUT 75 FEET E OF THE CENTER LINE ON THE N-S GRAVEL
 BK2650'T-ROAD, 7 FEET NE OF THE NE GATEPOST, 14 FEET E OF THE NE
 BK2650'END OF THE SMALL WOODEN BRIDGE ACROSS THE GUTTER, AND
 BK2650'765.587 METERS (2,511.76 FEET) FROM THE STATION
 BK2650'S 89 DEG 14 MIN E.  A CROSS ON A SPIRE IS
 BK2650'S 40 DEG 52 MIN E.
 BK2650
 BK2650                          STATION RECOVERY (1960)
 BK2650
 BK2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2650'THE STATION WAS VISITED 2-4-60 AND THE STATION MARK, REFERENCE
 BK2650'MARK NO. 2 AND TT 11 R (USGS), USED AS THE AZIMUTH MARK,
 BK2650'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 BK2650'DESTROYED WHEN THE NEW ASPHALT PARKING LOT WAS CONSTRUCTED IN
 BK2650'FRONT OF THE SCHOOL GROUNDS.  TT 11 R (USGS) WAS OBSTRUCTED
 BK2650'FROM THE STATION BY TREES ON LINE.  THE OLD SCHOOL BUILDINGS
 BK2650'HAVE BEEN TORN DOWN AND A COMPLETE NEW SCHOOL HAS BEEN BUILT
 BK2650'NEAR THE STATION.  A NEW DESCRIPTION FOLLOWS--
 BK2650'
 BK2650'THE STATION IS LOCATED 0.5 MILE EAST OF THE JUNCTION OF STATE
 BK2650'HIGHWAY 29 AND 95 IN CHATAIGNIER, AT THE SOUTHWEST CORNER
 BK2650'OF THE SCHOOL GROUNDS AND NORTH OF STATE HIGHWAY 29.  IT IS
 BK2650'50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 26.8 FEET
 BK2650'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GYMNASIUM, 13 FEET
 BK2650'WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE GYM.,
 BK2650'62.5 FEET EAST OF THE NORTH ONE OF TWO BRICK PILLARS OF THE
 BK2650'GATE TO THE HOUSE WEST OF THE GYM AND ON THE PROJECTED PLANE
 BK2650'OF THE SOUTH WALL OF THE HOUSE, 24.5 FEET SOUTH OF THE
 BK2650'PROJECTED PLANE OF THE SOUTH WALL OF THE GYM, 46 FEET NORTHEAST
 BK2650'OF THE NORTH END OF A CONCRETE CULVERT UNDER THE HIGHWAY
 BK2650'AND 33 FEET EAST OF THE CENTER OF THE DITCH ON THE WEST SIDE
 BK2650'OF THE SCHOOL GROUNDS.  IT IS A STANDARD DISK, STAMPED
 BK2650'CHATAIGNIER 1935, FLUSH WITH THE GROUND.
 BK2650'
 BK2650'REFERENCE MARK NO. 2 IS 163.89 FEET NORTH-NORTHWEST OF THE
 BK2650'STATION, 39 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BK2650'GYM, 30 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL
 BK2650'OF THE GYM, 7.5 FEET NORTHWEST OF A 12-INCH SYCAMORE TREE,
 BK2650'19 FEET WEST OF THE WEST EDGE OF AN OLD SIDEWALK, 213 FEET
 BK2650'NORTH OF THE CENTER OF STATE HIGHWAY 29, AND 16 FEET EAST
 BK2650'OF THE CENTER OF THE DITCH ON THE WEST SIDE OF THE SCHOOL
 BK2650'GROUNDS.  IT IS A STANDARD DISK, STAMPED CHATAIGNIER NO 2
 BK2650'1935, FLUSH WITH THE GROUND.
 BK2650'
 BK2650'REFERENCE MARK NO. 3 IS 76.17 FEET EAST-NORTHEAST OF THE
 BK2650'STATION, 6.2 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE SOUTHEAST
 BK2650'DOOR OF THE GYM, AND 8.6 FEET SOUTHWEST OF THE SOUTHWEST
 BK2650'CORNER OF THE GYM.  IT IS A STANDARD DISK, STAMPED CHATAIGIER
 BK2650'NO 3 1935, SET IN A DRILL HOLE IN THE EAST END OF THE SECOND
 BK2650'CONCRETE STEP OF THE SOUTHEAST ENTRANCE TO THE GYM.
 BK2650'
 BK2650'TT 11 R (USGS) USED AS THE AZIMUTH MARK IN 1935 IS 0.45 MILE
 BK2650'EAST OF THE STATION, IN THE SOUTHEAST ANGLE OF A T INTERSECTION,
 BK2650'89 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 95, 40 FEET
 BK2650'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 29 AT THE OUTSIDE OF A
 BK2650'CURVE, 83 FEET WEST OF A POWER POLE NO. 651 WHERE POWER LINE
 BK2650'LEADS NORTHEAST AND WEST, 55 FEET WEST OF THE CENTER OF A
 BK2650'PRIVATE DRIVEWAY LEADING SOUTH, 44.5 FEET EAST-NORTHEAST OF A
 BK2650'TELEPHONE POLE, 10 FEET NORTH OF A GAS METER AND 1 FOOT SOUTH
 BK2650'OF A METAL WITNESS POST.  IT IS A STANDARD U.S. GEOLOGICAL
 BK2650'SURVEY DISK, SET IN THE TOP OF A 10-INCH CONCRETE POST, 8
 BK2650'INCHES BELOW THE SURFACE OF THE GROUND. IT IS STAMPED TT
 BK2650'11 R 1934.
 BK2650'
 BK2650'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 29 AND
 BK2650'95 IN CHATAIGNIER GO EAST ON STATE HIGHWAYS 29 AND 95 FOR
 BK2650'0.5 MILE TO THE SCHOOL AND MARK ON THE LEFT, CONTINUE EAST
 BK2650'FOR 0.45 MILE TO A T INTERSECTION AND TT 11 R (USGS) IN THE
 BK2650'SOUTHEAST ANGLE.
 BK2650
 BK2650                          STATION RECOVERY (1969)
 BK2650
 BK2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2650'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND BENCH MARK
 BK2650'TT 11 R 1934 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION
 BK2650'AND A REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  DUE TO THE
 BK2650'BENCH MARK BEING OBSTRUCTED A NEW AZIMUTH MARK NO 2 WAS ESTABLISHED.
 BK2650'A NEW DESCRIPTION FOLLOWS.
 BK2650'
 BK2650'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 95 AND 29 IN
 BK2650'CHATAIGNIER, GO EAST ON STATE HIGHWAY 29 FOR 0.5 MILE TO THE STATION
 BK2650'ON THE LEFT.
 BK2650'
 BK2650'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE TO
 BK2650'THE JUNCTION WITH STATE HIGHWAY 1163.  TURN RIGHT AND GO NORTH ON
 BK2650'STATE HIGHWAY 1163 (GRAVELED ROAD) FOR 0.3 MILE TO A FARM ROAD
 BK2650'RIGHT.  TURN RIGHT AND GO EAST FOR 0.05 MILE ON FARM ROAD TO
 BK2650'AZIMUTH MARK ON RIGHT.
 BK2650'
 BK2650'THE STATION MARK IS A STANDARD DISK, STAMPED CHATAIGNIER 1935, SET IN
 BK2650'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BK2650'SURFACE OF THE GROUND.  IT IS 50 FEET NORTH OF THE CENTER OF STATE
 BK2650'HIGHWAY 29, 41.5 FEET EAST OF THE CENTER ONE OF THREE SYCAMORE
 BK2650'TREES AND 26.2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BK2650'SCHOOL BUILDING.
 BK2650'
 BK2650'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHATAIGNIER NO 2 1935,
 BK2650'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BK2650'WITH THE SURFACE OF THE GROUND.  IT IS 38 FEET SOUTH OF AN 18-INCH
 BK2650'LIVE OAK TREE, 19.7 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 BK2650'OF THE SCHOOL BUILDING AND 7.5 FEET NORTHWEST OF A 16-INCH
 BK2650'SYCAMORE TREE.
 BK2650'
 BK2650'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHATAIGNIER NO 3 1935,
 BK2650'CEMENTED IN A DRILLED HOLE IN THE TOP OF A CONCRETE STEP AT THE
 BK2650'FRONT ENTRANCE TO SCHOOL BUILDING.  IT IS 9 FEET SOUTHWEST OF THE
 BK2650'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 6.2 FEET SOUTH-SOUTHEAST OF
 BK2650'THE CENTER OF THE DOOR TO SCHOOL BUILDING.
 BK2650'
 BK2650'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CHATAIGNIER NO 4 1935
 BK2650'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2650'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 86 FEET NORTH OF
 BK2650'THE CENTER OF STATE HIGHWAY 29 AND 21 FEET NORTHWEST OF THE
 BK2650'SOUTHWEST CORNER OF THE SCHOOL BUILDING.
 BK2650'
 BK2650'USGS TT 11 R 1934 IS A STANDARD USGS BENCH MARK DISK, STAMPED 11 R
 BK2650'1934, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT IS 8
 BK2650'INCHES BELOW THE SURFACE OF THE GROUND.
 BK2650'
 BK2650'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHATAIGNIER NO 2 1935 1969,
 BK2650'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2650'PROJECTS 4 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF A FARM
 BK2650'ROAD, 2.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 BK2650'ATTACHED AND 1 FOOT NORTH OF A FENCE.
 BK2650'
 BK2650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SMALL VILLAGE OF
 BK2650'CHATAIGNIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2653 ***********************************************************************
 BK2653  DESIGNATION -  CHATAIGNIER RM 4
 BK2653  PID         -  BK2653
 BK2653  STATE/COUNTY-  LA/EVANGELINE
 BK2653  USGS QUAD   -  CHATAIGNIER (1983)
 BK2653
 BK2653                         *CURRENT SURVEY CONTROL
 BK2653  ___________________________________________________________________
 BK2653* NAD 83(1992)-  30 34 06.47762(N)    092 18 46.75571(W)     ADJUSTED  
 BK2653* NAVD 88     -        18.16   (+/-2cm)      59.6    (feet)  VERTCON   
 BK2653  ___________________________________________________________________
 BK2653  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2653  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2653
 BK2653  HORZ ORDER  -  SECOND
 BK2653  VERT ORDER  -  THIRD ? (See Below)
 BK2653
 BK2653.The horizontal coordinates were established by classical geodetic methods
 BK2653.and adjusted by the National Geodetic Survey in January 1993..
 BK2653
 BK2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2653.The vertical order pertains to the NGVD 29 superseded value.
 BK2653
 BK2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2653
 BK2653.The geoid height was determined by GEOID03.
 BK2653
 BK2653;                    North         East     Units Scale Factor Converg.
 BK2653;SPC LA S     -   229,683.056   906,023.693   MT  0.99997467   -0 29 23.4
 BK2653;SPC LA S     -   753,551.83  2,972,512.73   sFT  0.99997467   -0 29 23.4
 BK2653;UTM  15      - 3,381,979.601   565,880.611   MT  0.99965354   +0 20 57.9
 BK2653
 BK2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2653!SPC LA S     -   1.00000144  x   0.99997467  =   0.99997611
 BK2653!UTM  15      -   1.00000144  x   0.99965354  =   0.99965498
 BK2653
 BK2653|---------------------------------------------------------------------|
 BK2653| PID    Reference Object                     Distance      Geod. Az  |
 BK2653|                                                           dddmmss.s |
 BK2653| BK2650 CHATAIGNIER                          10.973 METERS 17536     |
 BK2653| BK2848 SAVOY                               APPROX.11.9 KM 2141137.0 |
 BK2653| BK2852 EUNICE SLICK KCP 924 MAST           APPROX.14.1 KM 2233608.0 |
 BK2653| BK2853 EUNICE W MUN TANK                   APPROX.14.2 KM 2355854.0 |
 BK2653| BK2663 FENRIS TRANSCON MW KKD 594          APPROX.11.3 KM 2752008.8 |
 BK2653| CW1196 CHATAIGNIER AZ MK 2                                3312744.7 |
 BK2653| CW1198 CHATAIGNIER RM 2                     38.981 METERS 35236     |
 BK2653|---------------------------------------------------------------------|
 BK2653
 BK2653                          SUPERSEDED SURVEY CONTROL
 BK2653
 BK2653  NAD 83(1986)-  30 34 06.49759(N)    092 18 46.74990(W) AD(       ) 2
 BK2653  NAD 27      -  30 34 05.78539(N)    092 18 46.28977(W) AD(       ) 2
 BK2653  NGVD 29 (07/19/86)   18.12   (m)           59.4    (f) LEVELING    3  
 BK2653
 BK2653.Superseded values are not recommended for survey control.
 BK2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2653.See file dsdata.txt to determine how the superseded data were derived.
 BK2653
 BK2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6588181980(NAD 83)
 BK2653_MARKER: DR = REFERENCE MARK DISK
 BK2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2653
 BK2653  HISTORY     - Date     Condition        Report By
 BK2653  HISTORY     - 1969     MONUMENTED       CGS
 BK2653
 BK2653                          STATION DESCRIPTION
 BK2653
 BK2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2653'THE STATION IS LOCATED IN THE SMALL VILLAGE OF CHATAIGNIER ON THE
 BK2653'HIGH SCHOOL GROUNDS.
 BK2653'
 BK2653'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND STATE
 BK2653'HIGHWAY 29 IN CHATAIGNIER, GO EAST ON STATE HIGHWAY 29 FOR 0.5 MILE
 BK2653'TO THE STATION ON THE LEFT IN SCHOOL GROUNDS.
 BK2653'
 BK2653'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 BK2653'29 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 1163.  TURN RIGHT
 BK2653'AND GO NORTH ON STATE HIGHWAY 1163 (GRAVELED ROAD) FOR 0.3 MILE TO
 BK2653'A FARM ROAD RIGHT.  TURN RIGHT AND GO EAST ON FARM ROAD FOR 0.05
 BK2653'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BK2653'
 BK2653'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED CHATAIGNIER
 BK2653'NO 4 1935 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2653'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 86
 BK2653'FEET NORTH OF THE CENTER OF STATE HIGHWAY 29 AND 21 FEET NORTHWEST
 BK2653'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING.  THE UNDER GROUND
 BK2653'MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A MASS OF
 BK2653'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 BK2653'
 BK2653'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHATAIGNIER NO 2 1935,
 BK2653'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BK2653'WITH THE SURFACE OF THE GROUND.  IT IS 38 FEET SOUTH OF AN 18-INCH
 BK2653'LIVE OAK TREE, 19.7 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 BK2653'OF THE SCHOOL BUILDING AND 7.7 FEET NORTHWEST OF A 16-INCH
 BK2653'SYCAMORE TREE.
 BK2653'
 BK2653'CHATAIGNIER 1935 IS A STANDARD DISK, STAMPED CHATAIGNIER 1935, SET IN
 BK2653'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BK2653'SURFACE OF THE GROUND.  IT IS 50 FEET NORTH OF THE CENTER OF STATE
 BK2653'HIGHWAY 29, 41.5 FEET EAST OF THE CENTER ONE OF THREE SYCAMORE
 BK2653'TREES AND 26.2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BK2653'SCHOOL BUILDING.
 BK2653'
 BK2653'USGS TT 11 R 1934 IS A STANDARD USGS BENCH MARK DISK, STAMPED 11 R
 BK2653'1934, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT IS 8
 BK2653'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 88 FEET EAST OF THE
 BK2653'INTERSECTION OF STATE HIGHWAYS 95 AND 29, 57 FEET SOUTHWEST OF A
 BK2653'DRIVEWAY, 45.5 FEET NORTHEAST OF A TELEPHONE POLE, 39 FEET
 BK2653'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 29 AND ON HIGHWAY
 BK2653'RIGHT-OF-WAY.
 BK2653'
 BK2653'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHATAIGNIER NO 2 1935 1969,
 BK2653'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2653'PROJECTS 4 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF THE FARM
 BK2653'ROAD, 2.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 BK2653'ATTACHED AND 1 FOOT NORTH OF A FENCE.
 BK2653'
 BK2653'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0547 ***********************************************************************
 CQ0547  DESIGNATION -  CHATHAM AZ MK
 CQ0547  PID         -  CQ0547
 CQ0547  STATE/COUNTY-  LA/JACKSON
 CQ0547  USGS QUAD   -  CHATHAM (1982)
 CQ0547
 CQ0547                         *CURRENT SURVEY CONTROL
 CQ0547  ___________________________________________________________________
 CQ0547* NAD 83(1986)-  32 16 53.     (N)    092 28 08.     (W)     SCALED    
 CQ0547* NAVD 88     -        81.11   (+/-2cm)     266.1    (feet)  VERTCON   
 CQ0547  ___________________________________________________________________
 CQ0547  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0547
 CQ0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0547
 CQ0547.The horizontal coordinates were scaled from a topographic map and have
 CQ0547.an estimated accuracy of +/- 6 seconds.
 CQ0547
 CQ0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0547.The vertical order pertains to the NGVD 29 superseded value.
 CQ0547
 CQ0547.The geoid height was determined by GEOID03.
 CQ0547
 CQ0547;                    North         East    Units  Estimated Accuracy
 CQ0547;SPC LA N     -   197,510.    1,002,930.      MT  (+/- 180 meters Scaled)
 CQ0547
 CQ0547                          SUPERSEDED SURVEY CONTROL
 CQ0547
 CQ0547  NGVD 29 (??/??/??)   81.147  (m)          266.23   (f) ADJUSTED    2 0
 CQ0547
 CQ0547.Superseded values are not recommended for survey control.
 CQ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0547.See file dsdata.txt to determine how the superseded data were derived.
 CQ0547
 CQ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR500717(NAD 83)
 CQ0547_MARKER: DZ = AZIMUTH MARK DISK
 CQ0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0547_STAMPING: CHATHAM AZI. 1934
 CQ0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0547+STABILITY: SURFACE MOTION
 CQ0547
 CQ0547  HISTORY     - Date     Condition        Report By
 CQ0547  HISTORY     - 1934     MONUMENTED       CGS
 CQ0547  HISTORY     - 1950     GOOD             CGS
 CQ0547  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0547
 CQ0547                          STATION DESCRIPTION
 CQ0547
 CQ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0547'2.2 MI SW FROM CHATHAM.
 CQ0547'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLES BANK
 CQ0547'AT CHATHAM, 0.3 MILE NORTH OF A PIPE LINE PUMPING STATION, AT THE
 CQ0547'SUMMIT OF A HILL, ON THE EAST EDGE OF THE WEST CUT BANK, 21 FEET WEST
 CQ0547'OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET EAST OF A REFERENCE POST,
 CQ0547'ABOUT 2 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF A CONCRETE POST AND
 CQ0547'ABOUT LEVEL WITH THE GROUND.  NOTE-- THIS DISK IS A REFERENCE-MARK
 CQ0547'DISK.
 CQ0547
 CQ0547                          STATION RECOVERY (1978)
 CQ0547
 CQ0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2814 ***********************************************************************
 CQ2814  DESIGNATION -  CHATHAM G CO M WAVE KJN 65
 CQ2814  PID         -  CQ2814
 CQ2814  STATE/COUNTY-  LA/CALDWELL
 CQ2814  USGS QUAD   -  CHATHAM SE (1982)
 CQ2814
 CQ2814                         *CURRENT SURVEY CONTROL
 CQ2814  ___________________________________________________________________
 CQ2814* NAD 83(1992)-  32 15 10.51755(N)    092 17 55.62605(W)     ADJUSTED  
 CQ2814* NAVD 88     -                                                        
 CQ2814  ___________________________________________________________________
 CQ2814  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CQ2814  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ2814
 CQ2814  HORZ ORDER  -  THIRD
 CQ2814
 CQ2814.The horizontal coordinates were established by classical geodetic methods
 CQ2814.and adjusted by the National Geodetic Survey in January 1993..
 CQ2814
 CQ2814
 CQ2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2814
 CQ2814.The geoid height was determined by GEOID03.
 CQ2814
 CQ2814;                    North         East     Units Scale Factor Converg.
 CQ2814;SPC LA N     -   194,374.067 1,018,959.754   MT  0.99993179   +0 06 23.0
 CQ2814;SPC LA N     -   637,708.92  3,343,037.13   sFT  0.99993179   +0 06 23.0
 CQ2814;UTM  15      - 3,568,686.402   566,051.758   MT  0.99965380   +0 22 27.2
 CQ2814
 CQ2814                          SUPERSEDED SURVEY CONTROL
 CQ2814
 CQ2814  NAD 83(1986)-  32 15 10.53133(N)    092 17 55.61728(W) AD(       ) 4
 CQ2814  NAD 27      -  32 15 09.97931(N)    092 17 55.11026(W) AD(       ) 3
 CQ2814
 CQ2814.Superseded values are not recommended for survey control.
 CQ2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2814.See file dsdata.txt to determine how the superseded data were derived.
 CQ2814
 CQ2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6605268686(NAD 83)
 CQ2814_MARKER: 44 = MICROWAVE MAST
 CQ2814
 CQ2814  HISTORY     - Date     Condition        Report By
 CQ2814  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2814  HISTORY     - 1991     GOOD             USPSQD
 CQ2814
 CQ2814                          STATION DESCRIPTION
 CQ2814
 CQ2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2814'STATION IS THE RED LIGHT AT TOP OF THE UNITED GAS COMPANY
 CQ2814'MICROWAVE KJN 65 MAST WHICH IS A SLENDER TRIANGULAR
 CQ2814'SHAPED SKELETON STEEL STRUCTURE, 275 FEET IN HEIGHT, PAINTED
 CQ2814'RED-WHITE ALTERNATE SECTIONS AND HAS 3 FAN TYPE ANTENNAE AT TOP.
 CQ2814'
 CQ2814'LOCATED INSIDE AND NEAR THE SOUTH END OF A FENCED PASTURE,
 CQ2814'ABOUT 5-1/2 MILES EAST-SOUTHEAST OF CHATHAM, 13 MILES
 CQ2814'NORTHWEST OF RIVERTON 2-1/2 MILES NORTHWEST OF THE JUNCTION
 CQ2814'OF STATE HIGHWAYS 4 AND 557, 0.1 MILE NORTH OF STATE HIGHWAY
 CQ2814'4 AND 300 FEET EAST OF A GRAVELED ROAD.
 CQ2814
 CQ2814                          STATION RECOVERY (1991)
 CQ2814
 CQ2814'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2816 ***********************************************************************
 CQ2816  DESIGNATION -  CHATHAM MUN TANK
 CQ2816  PID         -  CQ2816
 CQ2816  STATE/COUNTY-  LA/JACKSON
 CQ2816  USGS QUAD   -  CHATHAM (1982)
 CQ2816
 CQ2816                         *CURRENT SURVEY CONTROL
 CQ2816  ___________________________________________________________________
 CQ2816* NAD 83(1992)-  32 18 11.42302(N)    092 27 18.84774(W)     ADJUSTED  
 CQ2816* NAVD 88     -                                                        
 CQ2816  ___________________________________________________________________
 CQ2816  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CQ2816  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ2816
 CQ2816  HORZ ORDER  -  THIRD
 CQ2816
 CQ2816.The horizontal coordinates were established by classical geodetic methods
 CQ2816.and adjusted by the National Geodetic Survey in January 1993..
 CQ2816
 CQ2816
 CQ2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2816
 CQ2816.The geoid height was determined by GEOID03.
 CQ2816
 CQ2816;                    North         East     Units Scale Factor Converg.
 CQ2816;SPC LA N     -   199,929.446 1,004,215.698   MT  0.99993729   +0 01 25.2
 CQ2816;SPC LA N     -   655,935.19  3,294,664.34   sFT  0.99993729   +0 01 25.2
 CQ2816;UTM  15      - 3,574,171.241   551,286.220   MT  0.99963244   +0 17 28.1
 CQ2816
 CQ2816                          SUPERSEDED SURVEY CONTROL
 CQ2816
 CQ2816  NAD 83(1986)-  32 18 11.43654(N)    092 27 18.83823(W) AD(       ) 4
 CQ2816  NAD 27      -  32 18 10.88702(N)    092 27 18.31596(W) AD(       ) 3
 CQ2816
 CQ2816.Superseded values are not recommended for survey control.
 CQ2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2816.See file dsdata.txt to determine how the superseded data were derived.
 CQ2816
 CQ2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5128674171(NAD 83)
 CQ2816_MARKER: 53 = ELEVATED TANK
 CQ2816
 CQ2816  HISTORY     - Date     Condition        Report By
 CQ2816  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2816  HISTORY     - 1990     GOOD             USPSQD
 CQ2816  HISTORY     - 1991     GOOD             USPSQD
 CQ2816
 CQ2816                          STATION DESCRIPTION
 CQ2816
 CQ2816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2816'STATION IS THE STEEL BALL AT TOP-CENTER OF THE CHATHAM
 CQ2816'MUNICIPAL WATER TANK WHICH IS AN OVAL SHAPED STEEL TANK,
 CQ2816'110 FEET IN HEIGHT, SUPPORTED BY 4 TUBULAR TYPE STEEL
 CQ2816'LEGS.  TANK IS LIGHT GREEN IN COLOR AND CHATHAM IS PRINTED
 CQ2816'IN BLUE LETTERS ON THE SIDE.
 CQ2816'
 CQ2816'LOCATED IN THE SOUTHWEST SECTION OF CHATHAM, IN THE
 CQ2816'NORTHWEST ANGLE OF STATE HIGHWAY 34 AND PINE STREET
 CQ2816'INTERSECTION, 400 FEET NORTHWEST OF HIGHWAY 34 AND 50 FEET
 CQ2816'NORTHEAST OF PINE STREET.
 CQ2816
 CQ2816                          STATION RECOVERY (1990)
 CQ2816
 CQ2816'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2816'RECOVERED IN GOOD CONDITION.
 CQ2816
 CQ2816                          STATION RECOVERY (1991)
 CQ2816
 CQ2816'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3449 ***********************************************************************
 CQ3449  DESIGNATION -  CHATHAM RESET
 CQ3449  PID         -  CQ3449
 CQ3449  STATE/COUNTY-  LA/JACKSON
 CQ3449  USGS QUAD   -  CHATHAM (1982)
 CQ3449
 CQ3449                         *CURRENT SURVEY CONTROL
 CQ3449  ___________________________________________________________________
 CQ3449* NAD 83(1992)-  32 16 35.68905(N)    092 28 09.55010(W)     ADJUSTED  
 CQ3449* NAVD 88     -        91.05   (+/-2cm)     298.7    (feet)  VERTCON   
 CQ3449  ___________________________________________________________________
 CQ3449  X           -    -232,560.982 (meters)                     COMP
 CQ3449  Y           -  -5,392,786.141 (meters)                     COMP
 CQ3449  Z           -   3,386,436.507 (meters)                     COMP
 CQ3449  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ3449  ELLIP HEIGHT-          65.46  (meters)          (01/02/04) GPS OBS
 CQ3449  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ3449
 CQ3449  HORZ ORDER  -  FIRST
 CQ3449  VERT ORDER  -  THIRD (See Below)
 CQ3449  ELLP ORDER  -  FOURTH    CLASS II
 CQ3449
 CQ3449.The horizontal coordinates were established by classical geodetic methods
 CQ3449.and adjusted by the National Geodetic Survey in January 1993..
 CQ3449
 CQ3449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3449.The vertical order pertains to the NGVD 29 superseded value.
 CQ3449
 CQ3449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3449
 CQ3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3449
 CQ3449.The ellipsoidal height was determined by GPS observations
 CQ3449.and is referenced to NAD 83.
 CQ3449
 CQ3449.The geoid height was determined by GEOID03.
 CQ3449
 CQ3449;                    North         East     Units Scale Factor Converg.
 CQ3449;SPC LA N     -   196,980.252 1,002,890.173   MT  0.99993429   +0 00 58.4
 CQ3449;SPC LA N     -   646,259.38  3,290,315.51   sFT  0.99993429   +0 00 58.4
 CQ3449;UTM  15      - 3,571,216.793   549,974.868   MT  0.99963080   +0 17 00.2
 CQ3449
 CQ3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3449!SPC LA N     -   0.99998972  x   0.99993429  =   0.99992401
 CQ3449!UTM  15      -   0.99998972  x   0.99963080  =   0.99962053
 CQ3449
 CQ3449:                Primary Azimuth Mark                     Grid Az
 CQ3449:SPC LA N     -  CHATHAM AZ MK                            004 26 02.7
 CQ3449:UTM  15      -  CHATHAM AZ MK                            004 10 00.9
 CQ3449
 CQ3449|---------------------------------------------------------------------|
 CQ3449| PID    Reference Object                     Distance      Geod. Az  |
 CQ3449|                                                           dddmmss.s |
 CQ3449| CQ0547 CHATHAM AZ MK                                      0042701.1 |
 CQ3449| CQ2816 CHATHAM MUN TANK                    APPROX. 3.2 KM 0241304.3 |
 CQ3449| CQ2803 LYONS RESET                         APPROX.13.0 KM 1735245.7 |
 CQ3449| CQ0549 CHATHAM RM 1                         37.992 METERS 17837     |
 CQ3449| CQ2829 WALKER OIL DER S OF JONES PROP      APPROX.14.3 KM 2625748.0 |
 CQ3449| CQ0550 CHATHAM RM 2                         35.780 METERS 26357     |
 CQ3449| CQ2831 HODGE SO PAPER AND BAG STACK        APPROX.24.3 KM 2695558.2 |
 CQ3449| CQ2827 VERNON STATE FIRE TOWER             APPROX.12.9 KM 3175132.3 |
 CQ3449|---------------------------------------------------------------------|
 CQ3449
 CQ3449                          SUPERSEDED SURVEY CONTROL
 CQ3449
 CQ3449  ELLIP H (01/21/93)   65.53   (m)                       GP(       ) 4 2
 CQ3449  NAD 83(1986)-  32 16 35.70263(N)    092 28 09.54040(W) AD(       ) 1
 CQ3449  NGVD 29 (09/18/05)   91.09   (m)          298.9    (f) RESET       3  
 CQ3449
 CQ3449.Superseded values are not recommended for survey control.
 CQ3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3449.See file dsdata.txt to determine how the superseded data were derived.
 CQ3449
 CQ3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4997571217(NAD 83)
 CQ3449_MARKER: DS = TRIANGULATION STATION DISK
 CQ3449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3449_SP_SET: CONCRETE POST
 CQ3449_STAMPING: CHATHAM 1934 1986
 CQ3449_MARK LOGO: NGS   
 CQ3449_PROJECTION: PROJECTING 10 CENTIMETERS
 CQ3449_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3449+STABILITY: SURFACE MOTION
 CQ3449
 CQ3449  HISTORY     - Date     Condition        Report By
 CQ3449  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3449  HISTORY     - 1986     GOOD             LADTD
 CQ3449
 CQ3449                          STATION DESCRIPTION
 CQ3449
 CQ3449'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3449'CHATHAM 1934 WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ3449'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 CQ3449'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 CQ3449'MARK WAS FOUND TILTED.  THIS DATE THE SURFACE STATION MARK WAS
 CQ3449'RESET ABOVE THE UNDERGROUND MARK WITH THE DISTANCES AND DIRECTIONS
 CQ3449'COMPARING FAVORABLY WITH THE PREVIOUS DATA, ALSO ELEVATIONS WERE
 CQ3449'RE-ESTABLISHED ON THE STATION MARK FROM THE REFERENCE MARKS.
 CQ3449'
 CQ3449'THE STATION IS LOCATED ABOUT 32.2 KM (20 MI)
 CQ3449'EAST OF JONESBORO BY HIGHWAY AND
 CQ3449'4.8 KM (3 MI) SOUTH OF CHATHAM, IN THE SOUTHEAST QUARTER OF SECTION
 CQ3449'16, T 15 N, R 1 W.
 CQ3449'OWNERSHIP--UNKNOWN
 CQ3449'
 CQ3449'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF STATE
 CQ3449'HIGHWAYS 34 AND 4 IN CHATHAM, GO SOUTH FOR 4 KM (2.5 MI) ON HIGHWAY
 CQ3449'34 TO THE STATION ON THE LEFT ACROSS THE ROAD FROM SOME GAS
 CQ3449'SEPERATES AND NORTH OF A GAS LINE ON THE HIGHEST HILL IN THE AREA.
 CQ3449'
 CQ3449'THE STATION IS A STANDARD NGS DISK
 CQ3449'STAMPED---CHATHAM 1934 1986---,
 CQ3449'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3449'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 CQ3449'60.4 METERS (198 FT) EAST-NORTHEAST FROM THE CENTER OF HIGHWAY 34,
 CQ3449'21.3 METERS (70 FT) SOUTH-SOUTHEAST FROM A 20-INCH PINE TREE,
 CQ3449'18.3 METERS (60 FT) NORTH-NORTHWEST FROM A DIM WOODS ROAD ON TOP
 CQ3449'CENTER OF THE GAS LINE,
 CQ3449'10.1 METERS (33 FT) NORTHWEST FROM A 20-INCH PINE TREE AND
 CQ3449'0.3 METERS (1 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST WITH
 CQ3449'SIGN ATTACHED.
 CQ3449'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3449'STAMPED---CHATHAM 1934---,
 CQ3449'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CQ3449'
 CQ3449'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 CQ3449'STAMPED---CHATHAM NO 1 1934---,
 CQ3449'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3449'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CQ3449'19.7 METERS (64.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE GAS
 CQ3449'LINE AND DIM WOODS ROAD,
 CQ3449'10.4 METERS (34 FT) WEST-SOUTHWEST FROM A 16-INCH PINE TREE AND
 CQ3449'0.6 METERS (2 FT) EAST-NORTHEAST FROM A METAL WITNESS POST WITH
 CQ3449'SIGN ATTACHED.
 CQ3449'MARK IS 1.8 METERS BELOW THE STATION.
 CQ3449'
 CQ3449'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 CQ3449'STAMPED---CHATHAM NO 2 1934---,
 CQ3449'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3449'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 CQ3449'26.5 METERS (87 FT) NORTH-NORTHWEST FROM THE CENTER OF THE GAS LINE
 CQ3449'AND DIM WOODS ROAD,
 CQ3449'24.7 METERS (81 FT) EAST-NORTHEAST FROM THE CENTER OF HIGHWAY 34 AND
 CQ3449'0.6 METERS (2 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH
 CQ3449'SIGN ATTACHED.
 CQ3449'MARK IS 2.4 METERS BELOW THE STATION.
 CQ3449
 CQ3449                          STATION RECOVERY (1986)
 CQ3449
 CQ3449'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ3449'4 KM (2.5 MI) SOUTH FROM CHATHAM.
 CQ3449'ABOUT 4 KM (2.5 MI) SOUTH ON STATE HIGHWAY 34 FROM THE POST OFFICE
 CQ3449'AT THE JUNCTION OF STATE HIGHWAYS 34 AND 4 IN CHATHAM TO THE MARK ON
 CQ3449'THE LEFT ACROSS THE HIGHWAY FROM SOME GAS SEPERATERS AND NORTH OF A
 CQ3449'GAS LINE ON THE TOP OF THE HIGHEST HILL IN THE AREA, 60.4 METERS
 CQ3449'(198 FT) EAST-NORTHEAST OF THE CENTER OF HIGHWAY 34, 21.3 METERS
 CQ3449'(70 FT) SOUTH-SOUTHEAST OF A 20-INCH PINE TREE, 18.3 METERS (60 FT)
 CQ3449'NORTH-NORTHEAST OF A DIM WOODS ROAD ON THE TOP CENTER OF THE GAS LINE
 CQ3449'AND 10.1 METERS (33 FT) NORTHWEST OF A 20-INCH PINE TREE.
 CQ3449'THE MARK IS 0.30 METERS  WSW FROM A WITNESS POST.
 CQ3449'THE MARK IS 4.57 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0549 ***********************************************************************
 CQ0549  DESIGNATION -  CHATHAM RM 1
 CQ0549  PID         -  CQ0549
 CQ0549  STATE/COUNTY-  LA/JACKSON
 CQ0549  USGS QUAD   -  CHATHAM (1982)
 CQ0549
 CQ0549                         *CURRENT SURVEY CONTROL
 CQ0549  ___________________________________________________________________
 CQ0549* NAD 83(1992)-  32 16 34.45602(N)    092 28 09.51498(W)     ADJUSTED  
 CQ0549* NAVD 88     -        88.62   (+/-2cm)     290.7    (feet)  VERTCON   
 CQ0549  ___________________________________________________________________
 CQ0549  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ0549  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0549
 CQ0549  HORZ ORDER  -  THIRD
 CQ0549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0549
 CQ0549.The horizontal coordinates were established by classical geodetic methods
 CQ0549.and adjusted by the National Geodetic Survey in January 1993..
 CQ0549.No horizontal observational check was made to the station.
 CQ0549
 CQ0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0549.The vertical order pertains to the NGVD 29 superseded value.
 CQ0549
 CQ0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0549
 CQ0549.The geoid height was determined by GEOID03.
 CQ0549
 CQ0549;                    North         East     Units Scale Factor Converg.
 CQ0549;SPC LA N     -   196,942.273 1,002,891.103   MT  0.99993425   +0 00 58.4
 CQ0549;SPC LA N     -   646,134.77  3,290,318.56   sFT  0.99993425   +0 00 58.4
 CQ0549;UTM  15      - 3,571,178.830   549,975.975   MT  0.99963080   +0 17 00.2
 CQ0549
 CQ0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0549!SPC LA N     -   0.99999010  x   0.99993425  =   0.99992435
 CQ0549!UTM  15      -   0.99999010  x   0.99963080  =   0.99962091
 CQ0549
 CQ0549                          SUPERSEDED SURVEY CONTROL
 CQ0549
 CQ0549  NAD 83(1986)-  32 16 34.46940(N)    092 28 09.50529(W) AD(       ) 3
 CQ0549  NGVD 29 (??/??/??)   88.663  (m)          290.89   (f) ADJUSTED    2 0
 CQ0549
 CQ0549.Superseded values are not recommended for survey control.
 CQ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0549.See file dsdata.txt to determine how the superseded data were derived.
 CQ0549
 CQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4997671179(NAD 83)
 CQ0549_MARKER: DR = REFERENCE MARK DISK
 CQ0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0549_STAMPING: CHATHAM NO. 1 1934
 CQ0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0549+STABILITY: SURFACE MOTION
 CQ0549
 CQ0549  HISTORY     - Date     Condition        Report By
 CQ0549  HISTORY     - 1934     MONUMENTED       CGS
 CQ0549  HISTORY     - 1950     GOOD             CGS
 CQ0549
 CQ0549                          STATION DESCRIPTION
 CQ0549
 CQ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0549'2.5 MI SW FROM CHATHAM.
 CQ0549'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLES BANK
 CQ0549'AT CHATHAM, NEAR THE TOP OF A HILL, ABOUT 200 FEET EAST OF A PIPE LINE
 CQ0549'PUMPING STATION, 170 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 160
 CQ0549'FEET SOUTHEAST OF CHATHAM R.M. 2, 125.1 FEET SOUTH OF CHATHAM 1934
 CQ0549'TRIANGULATION STATION, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0549'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0550 ***********************************************************************
 CQ0550  DESIGNATION -  CHATHAM RM 2
 CQ0550  PID         -  CQ0550
 CQ0550  STATE/COUNTY-  LA/JACKSON
 CQ0550  USGS QUAD   -  CHATHAM (1982)
 CQ0550
 CQ0550                         *CURRENT SURVEY CONTROL
 CQ0550  ___________________________________________________________________
 CQ0550* NAD 83(1992)-  32 16 35.56674(N)    092 28 10.90978(W)     ADJUSTED  
 CQ0550* NAVD 88     -        89.20   (+/-2cm)     292.7    (feet)  VERTCON   
 CQ0550  ___________________________________________________________________
 CQ0550  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ0550  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0550
 CQ0550  HORZ ORDER  -  THIRD
 CQ0550  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0550
 CQ0550.The horizontal coordinates were established by classical geodetic methods
 CQ0550.and adjusted by the National Geodetic Survey in January 1993..
 CQ0550.No horizontal observational check was made to the station.
 CQ0550
 CQ0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0550.The vertical order pertains to the NGVD 29 superseded value.
 CQ0550
 CQ0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0550
 CQ0550.The geoid height was determined by GEOID03.
 CQ0550
 CQ0550;                    North         East     Units Scale Factor Converg.
 CQ0550;SPC LA N     -   196,976.474 1,002,854.595   MT  0.99993428   +0 00 57.7
 CQ0550;SPC LA N     -   646,246.98  3,290,198.78   sFT  0.99993428   +0 00 57.7
 CQ0550;UTM  15      - 3,571,212.851   549,939.319   MT  0.99963075   +0 16 59.5
 CQ0550
 CQ0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0550!SPC LA N     -   0.99999001  x   0.99993428  =   0.99992429
 CQ0550!UTM  15      -   0.99999001  x   0.99963075  =   0.99962077
 CQ0550
 CQ0550                          SUPERSEDED SURVEY CONTROL
 CQ0550
 CQ0550  NAD 83(1986)-  32 16 35.58032(N)    092 28 10.89994(W) AD(       ) 3
 CQ0550  NGVD 29 (??/??/??)   89.244  (m)          292.79   (f) ADJUSTED    2 0
 CQ0550
 CQ0550.Superseded values are not recommended for survey control.
 CQ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0550.See file dsdata.txt to determine how the superseded data were derived.
 CQ0550
 CQ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4993971213(NAD 83)
 CQ0550_MARKER: DR = REFERENCE MARK DISK
 CQ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0550_STAMPING: CHATHAM NO. 2 1934
 CQ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0550+STABILITY: SURFACE MOTION
 CQ0550
 CQ0550  HISTORY     - Date     Condition        Report By
 CQ0550  HISTORY     - 1934     MONUMENTED       CGS
 CQ0550  HISTORY     - 1950     GOOD             CGS
 CQ0550
 CQ0550                          STATION DESCRIPTION
 CQ0550
 CQ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0550'2.5 MI SW FROM CHATHAM.
 CQ0550'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLES BANK
 CQ0550'AT CHATHAM, NEAR THE TOP OF A HILL, ABOUT 100 FEET NORTHEAST OF A PIPE
 CQ0550'LINE PUMPING STATION, 160 FEET NORTHWEST OF CHATHAM R.M. 1, 117 FEET
 CQ0550'WEST OF CHATHAM 1934 TRIANGULATION STATION, 50 FEET EAST OF THE CENTER
 CQ0550'LINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CQ0550'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2512 ***********************************************************************
 BW2512  DESIGNATION -  CHAUSON AZ MK 2
 BW2512  PID         -  BW2512
 BW2512  STATE/COUNTY-  LA/AVOYELLES
 BW2512  USGS QUAD   -  MOREAUVILLE (1996)
 BW2512
 BW2512                         *CURRENT SURVEY CONTROL
 BW2512  ___________________________________________________________________
 BW2512* NAD 83(1992)-  31 03 01.16600(N)    091 58 22.68380(W)     ADJUSTED  
 BW2512* NAVD 88     -        17.0    (meters)      56.     (feet)  VERTCON   
 BW2512  ___________________________________________________________________
 BW2512  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BW2512  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW2512
 BW2512  HORZ ORDER  -  SECOND
 BW2512
 BW2512.The horizontal coordinates were established by classical geodetic methods
 BW2512.and adjusted by the National Geodetic Survey in January 1993..
 BW2512
 BW2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2512
 BW2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2512
 BW2512.The geoid height was determined by GEOID03.
 BW2512
 BW2512;                    North         East     Units Scale Factor Converg.
 BW2512;SPC LA N     -    61,141.378 1,050,308.608   MT  1.00002842   +0 16 43.1
 BW2512;SPC LA N     -   200,594.67  3,445,887.49   sFT  1.00002842   +0 16 43.1
 BW2512;SPC LA S     -   282,875.009   938,938.915   MT  1.00009327   -0 19 11.4
 BW2512;SPC LA S     -   928,065.76  3,080,502.09   sFT  1.00009327   -0 19 11.4
 BW2512;UTM  15      - 3,435,632.160   597,997.674   MT  0.99971846   +0 31 47.2
 BW2512
 BW2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2512!SPC LA N     -   1.00000158  x   1.00002842  =   1.00003000
 BW2512!SPC LA S     -   1.00000158  x   1.00009327  =   1.00009485
 BW2512!UTM  15      -   1.00000158  x   0.99971846  =   0.99972004
 BW2512
 BW2512                          SUPERSEDED SURVEY CONTROL
 BW2512
 BW2512  NAD 83(1986)-  31 03 01.18525(N)    091 58 22.67888(W) AD(       ) 2
 BW2512  NAD 27      -  31 03 00.50982(N)    091 58 22.24315(W) AD(       ) 2
 BW2512  NGVD 29 (07/19/86)   17.0    (m)           56.     (f) VERT ANG       
 BW2512
 BW2512.Superseded values are not recommended for survey control.
 BW2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2512.See file dsdata.txt to determine how the superseded data were derived.
 BW2512
 BW2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9799835632(NAD 83)
 BW2512_MARKER: DS = TRIANGULATION STATION DISK
 BW2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2512+STABILITY: SURFACE MOTION
 BW2512
 BW2512  HISTORY     - Date     Condition        Report By
 BW2512  HISTORY     - 1977     MONUMENTED       NGS
 BW2512  HISTORY     - 20041119 MARK NOT FOUND   USPSQD
 BW2512
 BW2512                          STATION DESCRIPTION
 BW2512
 BW2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2512'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF SIMMESPORT,
 BW2512'4-1/2 MILES EAST-SOUTHEAST OF MANSURA, 1/2 MILE NORTHEAST
 BW2512'OF MOREAUVILLE, AND ON STATE HIGHWAY RIGHT-OF-WAY.
 BW2512'
 BW2512'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BW2512'1 AND 451 IN THE TOWN OF MOREAUVILLE, GO NORTHEAST ON HIGHWAY
 BW2512'451 FOR 0.55 MILE TO THE MARK ON THE LEFT BY A UTILITY POLE.
 BW2512'
 BW2512'STATION MARK, A STANDARD AZIMUTH MARK DISK
 BW2512'STAMPED---CHAUSON 1919 NO 2 1977---,
 BW2512'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2512'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 69 FEET
 BW2512'SOUTHEAST OF THE CENTER OF HIGHWAY 451, 2.5 FEET NORTH-
 BW2512'NORTHEAST OF A UTILITY POLE AND 1.5 FEET SOUTHWEST OF A METAL
 BW2512'WITNESS POST.
 BW2512'
 BW2512'AN ELECTRONIC TRAVERSE WAS MADE TO TRIANGULATION STATION
 BW2512'CHAUSON, THE DISTANCE BEING 1054.937 METERS.
 BW2512'
 BW2512'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.7 METERS.
 BW2512
 BW2512                          STATION RECOVERY (2004)
 BW2512
 BW2512'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BW2512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0064 ***********************************************************************
 BW0064  DESIGNATION -  CHAUSON RM 3
 BW0064  PID         -  BW0064
 BW0064  STATE/COUNTY-  LA/AVOYELLES
 BW0064  USGS QUAD   -  MOREAUVILLE (1996)
 BW0064
 BW0064                         *CURRENT SURVEY CONTROL
 BW0064  ___________________________________________________________________
 BW0064* NAD 83(1992)-  31 02 35.70055(N)    091 57 56.44133(W)     ADJUSTED  
 BW0064* NAVD 88     -        16.294  (meters)      53.46   (feet)  ADJUSTED  
 BW0064  ___________________________________________________________________
 BW0064  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BW0064  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW0064  DYNAMIC HT  -          16.274 (meters)      53.39  (feet)  COMP
 BW0064  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 BW0064
 BW0064  HORZ ORDER  -  SECOND
 BW0064  VERT ORDER  -  FIRST     CLASS I
 BW0064
 BW0064.The horizontal coordinates were established by classical geodetic methods
 BW0064.and adjusted by the National Geodetic Survey in January 1993..
 BW0064
 BW0064.The orthometric height was determined by differential leveling
 BW0064.and adjusted by the National Geodetic Survey in February 1994..
 BW0064
 BW0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0064
 BW0064.The geoid height was determined by GEOID03.
 BW0064
 BW0064.The dynamic height is computed by dividing the NAVD 88
 BW0064.geopotential number by the normal gravity value computed on the
 BW0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0064.degrees latitude (g = 980.6199 gals.).
 BW0064
 BW0064.The modeled gravity was interpolated from observed gravity values.
 BW0064
 BW0064;                    North         East     Units Scale Factor Converg.
 BW0064;SPC LA N     -    60,360.504 1,051,008.306   MT  1.00003027   +0 16 57.0
 BW0064;SPC LA N     -   198,032.75  3,448,183.08   sFT  1.00003027   +0 16 57.0
 BW0064;SPC LA S     -   282,086.820   939,630.461   MT  1.00009102   -0 18 58.2
 BW0064;SPC LA S     -   925,479.84  3,082,770.94   sFT  1.00009102   -0 18 58.2
 BW0064;UTM  15      - 3,434,854.601   598,700.568   MT  0.99972016   +0 32 00.3
 BW0064
 BW0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0064!SPC LA N     -   1.00000169  x   1.00003027  =   1.00003196
 BW0064!SPC LA S     -   1.00000169  x   1.00009102  =   1.00009271
 BW0064!UTM  15      -   1.00000169  x   0.99972016  =   0.99972185
 BW0064
 BW0064                          SUPERSEDED SURVEY CONTROL
 BW0064
 BW0064  NAD 83(1986)-  31 02 35.71989(N)    091 57 56.43634(W) AD(       ) 2
 BW0064  NAD 27      -  31 02 35.04397(N)    091 57 56.00095(W) AD(       ) 2
 BW0064  NAVD 88 (06/15/91)   16.316  (m)           53.53   (f) UNKNOWN     1 1
 BW0064  NGVD 29 (??/??/??)   16.275  (m)           53.40   (f) ADJUSTED    1 1
 BW0064
 BW0064.Superseded values are not recommended for survey control.
 BW0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0064.See file dsdata.txt to determine how the superseded data were derived.
 BW0064
 BW0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9870134855(NAD 83)
 BW0064_MARKER: DR = REFERENCE MARK DISK
 BW0064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0064_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BW0064_STAMPING: CHAUSON NO 3 1919 1966
 BW0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0064+STABILITY: SURFACE MOTION
 BW0064
 BW0064  HISTORY     - Date     Condition        Report By
 BW0064  HISTORY     - 1966     MONUMENTED       CGS
 BW0064  HISTORY     - 1977     GOOD             NGS
 BW0064  HISTORY     - 1977     GOOD             NGS
 BW0064  HISTORY     - 1977     GOOD             NGS
 BW0064  HISTORY     - 20051227 POOR             INDIV
 BW0064
 BW0064                          STATION DESCRIPTION
 BW0064
 BW0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0064'0.75 MI E FROM MOREAUVILLE.
 BW0064'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW0064'SOUTHERN RAILROAD STATION AT MOREAUVILLE, IN SECTION 21, T 1 N, R 5 E,
 BW0064'48 FEET NORTHWEST OF THE CENTER OF A FIELD ROAD CROSSING, 24 FEET
 BW0064'SOUTHWEST OF THE CENTER LINE OF THE FIELD ROAD, 15 1/2 FEET NORTH OF
 BW0064'THE NORTH RAIL, 374.0 FEET SOUTHWEST OF TRIANGULATION STATION
 BW0064'CHAUSON=L 14, 13 1/2 FEET WEST OF A TELEPHONE POLE, 10 FEET NORTHEAST
 BW0064'OF THE NORTHEAST CORNER OF A WOODEN TRESTLE, 1.7 FEET SOUTH OF A METAL
 BW0064'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A DISK SET IN
 BW0064'THE TOP OF A 5-INCH CAST IRON PIPE THAT IS FILLED WITH CONCRETE AND
 BW0064'WHICH PROJECTS 4 INCHES.
 BW0064
 BW0064                          STATION RECOVERY (1977)
 BW0064
 BW0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW0064'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF SIMMESPORT,
 BW0064'5-1/4 MILES EAST-SOUTHEAST OF MANSURA, 1 MILE EAST-NORTHEAST
 BW0064'OF MOREAUVILLE AND ON PROPERTY OWNED BY MR. MARVIN LACOUR
 BW0064'OF MOREAUVILLE, TELEPHONE 985-2445.
 BW0064'
 BW0064'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BW0064'451 IN THE TOWN OF MOREAUVILLE, GO SOUTHEAST ON STATE HIGHWAY
 BW0064'1 FOR 0.9 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO
 BW0064'NORTH ON THE FIELD ROAD FOR 0.05 MILE TO THE EDGE OF A
 BW0064'CULTIVATED FIELD.  CONTINUE AHEAD NORTHEAST ACROSS FIELD FOR
 BW0064'ABOUT 0.1 MILE TO THE STATION, AS DESCRIBED.
 BW0064'
 BW0064'STATION MARK, STAMPED---CHAUSON 1919 NO 3 1966---, IS A
 BW0064'STANDARD REFERENCE MARK DISK
 BW0064'CEMENTED IN THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 4
 BW0064'INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET NORTH OF THE
 BW0064'NORTH RAIL OF THE RAILROAD TRACK, 14 FEET NORTHEAST OF THE
 BW0064'NORTHEAST CORNER OF A RAILROAD BRIDGE AND 1 FOOT SOUTH OF A
 BW0064'METAL WITNESS POST.
 BW0064'
 BW0064'AN ELECTRONIC TRAVERSE WAS MADE TO TRIANGULATION STATION
 BW0064'CHAUSON, THE DISTANCE BEING 115.097 METERS.
 BW0064'
 BW0064'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 BW0064
 BW0064                          STATION RECOVERY (1977)
 BW0064
 BW0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0064'0.9 MILE EAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BW0064'HIGHWAYS 1 AND 451 AT MOREAUVILLE, 48 FEET NORTHWEST OF THE
 BW0064'CENTER OF A FIELD ROAD CROSSING RAILROAD TRACKS, 24 FEET
 BW0064'SOUTHWEST OF CENTER OF FIELD ROAD, 15.5 FEET NORTH OF THE
 BW0064'NORTH RAIL, 374 FEET SOUTHWEST OF TRIANGULATION STATION
 BW0064'CHAUSON=L 14, 10 FEET NORTHEAST OF THE NORTHEAST CORNER
 BW0064'OF A WOODEN TRESTLE.
 BW0064
 BW0064                          STATION RECOVERY (1977)
 BW0064
 BW0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0064'15 FEET NORTH OF NORTH RAIL OF RAILROAD TRACK, 14 FEET NORTHEAST OF
 BW0064'NORTHEAST CORNER OF A RAILROAD BRIDGE.
 BW0064
 BW0064                          STATION RECOVERY (2005)
 BW0064
 BW0064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAC)
 BW0064'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2508 ***********************************************************************
 BW2508  DESIGNATION -  CHAUSON RM 4
 BW2508  PID         -  BW2508
 BW2508  STATE/COUNTY-  LA/AVOYELLES
 BW2508  USGS QUAD   -  MOREAUVILLE (1996)
 BW2508
 BW2508                         *CURRENT SURVEY CONTROL
 BW2508  ___________________________________________________________________
 BW2508* NAD 83(1992)-  31 02 33.88338(N)    091 57 52.58509(W)     ADJUSTED  
 BW2508* NAVD 88     -        15.6    (meters)      51.     (feet)  VERTCON   
 BW2508  ___________________________________________________________________
 BW2508  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BW2508  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW2508
 BW2508  HORZ ORDER  -  SECOND
 BW2508
 BW2508.The horizontal coordinates were established by classical geodetic methods
 BW2508.and adjusted by the National Geodetic Survey in January 1993..
 BW2508
 BW2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2508
 BW2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2508
 BW2508.The geoid height was determined by GEOID03.
 BW2508
 BW2508;                    North         East     Units Scale Factor Converg.
 BW2508;SPC LA N     -    60,305.044 1,051,110.840   MT  1.00003041   +0 16 59.0
 BW2508;SPC LA N     -   197,850.80  3,448,519.48   sFT  1.00003041   +0 16 59.0
 BW2508;SPC LA S     -   282,030.288   939,732.416   MT  1.00009086   -0 18 56.3
 BW2508;SPC LA S     -   925,294.37  3,083,105.43   sFT  1.00009086   -0 18 56.3
 BW2508;UTM  15      - 3,434,799.608   598,803.312   MT  0.99972041   +0 32 02.3
 BW2508
 BW2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2508!SPC LA N     -   1.00000180  x   1.00003041  =   1.00003221
 BW2508!SPC LA S     -   1.00000180  x   1.00009086  =   1.00009266
 BW2508!UTM  15      -   1.00000180  x   0.99972041  =   0.99972221
 BW2508
 BW2508                          SUPERSEDED SURVEY CONTROL
 BW2508
 BW2508  NAD 83(1986)-  31 02 33.90264(N)    091 57 52.58021(W) AD(       ) 2
 BW2508  NAD 27      -  31 02 33.22673(N)    091 57 52.14487(W) AD(       ) 2
 BW2508  NGVD 29 (07/19/86)   15.6    (m)           51.     (f) VERT ANG       
 BW2508
 BW2508.Superseded values are not recommended for survey control.
 BW2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2508.See file dsdata.txt to determine how the superseded data were derived.
 BW2508
 BW2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9880334800(NAD 83)
 BW2508_MARKER: DR = REFERENCE MARK DISK
 BW2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2508+STABILITY: SURFACE MOTION
 BW2508
 BW2508  HISTORY     - Date     Condition        Report By
 BW2508  HISTORY     - 1977     MONUMENTED       NGS
 BW2508
 BW2508                          STATION DESCRIPTION
 BW2508
 BW2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2508'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF SIMMESPORT,
 BW2508'5-1/4 MILES EAST-SOUTHEAST OF MANSURA, 1 MILE EAST-NORTHEAST
 BW2508'OF MOREAUVILLE AND ON PROPERTY OWNED BY MR. MARVIN LACOUR
 BW2508'OF MOREAUVILLE, TELEPHONE 985-2445.
 BW2508'
 BW2508'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BW2508'451 IN THE TOWN OF MOREAUVILLE, GO SOUTHEAST ON STATE HIGHWAY
 BW2508'1 FOR 0.9 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO
 BW2508'NORTH ON THE FIELD ROAD FOR 0.05 MILE TO THE EDGE OF A
 BW2508'CULTIVATED FIELD.  CONTINUE AHEAD NORTHEAST ACROSS FIELD FOR
 BW2508'ABOUT 0.1 MILE TO THE STATION, AS DESCRIBED.
 BW2508'
 BW2508'STATION MARK, STAMPED---CHAUSON 1919 NO 4 1977---, IS A
 BW2508'STANDARD REFERENCE MARK DISK
 BW2508'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2508'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET
 BW2508'NORTH OF A METAL WITNESS POST AND 24 FEET NORTH OF THE NORTH
 BW2508'RAIL OF THE RAILROAD TRACK.
 BW2508'
 BW2508'AN ELECTRONIC TRAVERSE WAS MADE TO TRIANGULATION STATION
 BW2508'CHAUSON, THE DISTANCE BEING 133.184 METERS.
 BW2508'
 BW2508'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2569 ***********************************************************************
 BW2569  DESIGNATION -  CHAUSON=L 14 RESET
 BW2569  PID         -  BW2569
 BW2569  STATE/COUNTY-  LA/AVOYELLES
 BW2569  USGS QUAD   -  MOREAUVILLE (1996)
 BW2569
 BW2569                         *CURRENT SURVEY CONTROL
 BW2569  ___________________________________________________________________
 BW2569* NAD 83(1986)-  31 02 38.     (N)    091 57 52.     (W)     SCALED    
 BW2569* NAVD 88     -        15.27   (+/-2cm)      50.1    (feet)  VERTCON   
 BW2569  ___________________________________________________________________
 BW2569  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW2569
 BW2569  VERT ORDER  -  THIRD ? (See Below)
 BW2569
 BW2569.The horizontal coordinates were scaled from a topographic map and have
 BW2569.an estimated accuracy of +/- 6 seconds.
 BW2569
 BW2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2569.The vertical order pertains to the NGVD 29 superseded value.
 BW2569
 BW2569.The geoid height was determined by GEOID03.
 BW2569
 BW2569;                    North         East    Units  Estimated Accuracy
 BW2569;SPC LA N     -    60,430.    1,051,130.      MT  (+/- 180 meters Scaled)
 BW2569
 BW2569                          SUPERSEDED SURVEY CONTROL
 BW2569
 BW2569  NGVD 29 (07/19/86)   15.25   (m)           50.0    (f) LEVELING    3  
 BW2569
 BW2569.Superseded values are not recommended for survey control.
 BW2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2569.See file dsdata.txt to determine how the superseded data were derived.
 BW2569
 BW2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ988349(NAD 83)
 BW2569_MARKER: DS = TRIANGULATION STATION DISK
 BW2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2569_SP_SET: CONCRETE POST
 BW2569_STAMPING: CHAUSON 1919 1977
 BW2569_MARK LOGO: NGS   
 BW2569_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2569
 BW2569  HISTORY     - Date     Condition        Report By
 BW2569  HISTORY     - 1977     MONUMENTED       NGS
 BW2569  HISTORY     - 1977     GOOD             NGS
 BW2569
 BW2569                          STATION DESCRIPTION
 BW2569
 BW2569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2569'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 BW2569'CONDITION.  THE STATION MARK WAS LOWER 0.523 METER AT THIS TIME
 BW2569'BY REQUEST OF THE PROPERTY OWNER.  NO OLD DATA AVAILABLE FOR
 BW2569'REFERENCE MARK 3.  REFERENCE MARK 3, 4 AND AZIMUTH MARK 2 WERE
 BW2569'ESTABLISHED AT THIS TIME BY ELECTRONIC DISTANCE.  DUE TO
 BW2569'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 BW2569'
 BW2569'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF SIMMESPORT,
 BW2569'5-1/4 MILES EAST-SOUTHEAST OF MANSURA, 1 MILE EAST-NORTHEAST
 BW2569'OF MOREAUVILLE AND ON PROPERTY OWNED BY MR. MARVIN LACOUR
 BW2569'OF MOREAUVILLE, TELEPHONE 985-2445.
 BW2569'
 BW2569'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BW2569'451 IN THE TOWN OF MOREAUVILLE, GO SOUTHEAST ON STATE HIGHWAY
 BW2569'1 FOR 0.9 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO
 BW2569'NORTH ON THE FIELD ROAD FOR 0.05 MILE TO THE EDGE OF A
 BW2569'CULTIVATED FIELD.  CONTINUE AHEAD NORTHEAST ACROSS FIELD FOR
 BW2569'ABOUT 0.1 MILE TO THE STATION, AS DESCRIBED.
 BW2569'
 BW2569'STATION MARKS ARE STANDARD DISKS STAMPED---CHAUSON 1919
 BW2569'1977---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 BW2569'CYLINDRICAL CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE
 BW2569'GROUND SURFACE.  IT IS ABOUT 0.1 MILE EAST-NORTHEAST OF A
 BW2569'RAILROAD TRACK AND IN THE SOUTH SIDE OF A CULTIVATED FIELD.
 BW2569'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BW2569'44 INCHES BELOW THE GROUND SURFACE.
 BW2569'
 BW2569'REFERENCE MARK 3, A STANDARD DISK STAMPED---CHAUSON 1919 NO 3
 BW2569'1966---, IS CEMENTED IN A 4-INCH IRON PIPE WHICH PROJECTS 4
 BW2569'INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET NORTH OF THE
 BW2569'NORTH RAIL OF THE RAILROAD TRACK, 14 FEET NORTHEAST OF THE
 BW2569'NORTHEAST CORNER OF A RAILROAD BRIDGE AND I FOOT SOUTH OF A
 BW2569'METAL WITNESS POST.
 BW2569'
 BW2569'REFERENCE MARK 4, A STANDADRD DISK STAMPED---CHAUSON 1919 NO 4
 BW2569'1977---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2569'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET
 BW2569'NORTH OF A METAL WITNESS POST AND 24 FEET NORTH OF THE NORTH
 BW2569'RAIL OF THE RAILROAD TRACK.
 BW2569'
 BW2569'AZIMUTH MARK, A STANDARD DISK STAMPED---CHAUSON 1919 NO 2
 BW2569'1977---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2569'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET
 BW2569'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 451, 2.5 FEET NORTH-
 BW2569'NORTHEAST OF A UTILITY POLE AND 1.5 FEET SOUTHWEST OF A METAL
 BW2569'WITNESS POST.
 BW2569'
 BW2569'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 BW2569'1 AND 451 IN THE TOWN OF MOREAUVILLE, GO NORTHEAST ON HIGHWAY
 BW2569'451 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT BY A UTILITY
 BW2569'POLE.
 BW2569'
 BW2569'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 38.8 METERS.
 BW2569
 BW2569                          STATION RECOVERY (1977)
 BW2569
 BW2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW2569'NOTE--THE STATION MARK (THE 1935 RESET) WAS LOWERED 0.523 METER AT
 BW2569'THIS TIME BY REQUEST OF THE PROPERTY OWNER. A COMPLETE NEW
 BW2569'DESCRIPTION FOR CHAUSON RESET (1977) FOLLOWS.
 BW2569'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHWEST OF SIMMESPORT,
 BW2569'5.25 MI (8.45 KM) EAST-SOUTHEAST OF MANSURA, 1 MI (1.6 KM)
 BW2569'EAST-NORTHEAST OF MOREAUVILLE AND ON PROPERTY OWNED BY MR. MARVIN
 BW2569'LACOUR OF MOREAUVILLE, TELEPHONE 985-2445.
 BW2569'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 451 IN
 BW2569'THE TOWN OF MOREAUVILLE, GO SOUTHEAST ON STATE HIGHWAY 1 FOR 0.9 MI
 BW2569'(1.4 KM) TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 BW2569'FIELD ROAD FOR 0.05 MI (0.08 KM) TO THE EDGE OF A CULTIVATED FIELD.
 BW2569'CONTINUE AHEAD NORTHEAST ACROSS FIELD FOR ABOUT 0.1 MI (0.2 KM) TO
 BW2569'THE STATION, AS DESCRIBED.
 BW2569'STATION MARKS ARE STANDARD DISKS STAMPED---CHAUSON 1919 1977---.  THE
 BW2569'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2569'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS ABOUT 0.1
 BW2569'MI (0.2 KM) EAST-NORTHEAST OF A RAILROAD TRACK AND IN THE SOUTH SIDE
 BW2569'OF A CULTIVATED FIELD. THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BW2569'MASS OF CONCRETE 44 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3155 ***********************************************************************
 AU3155  DESIGNATION -  CHAUVIN
 AU3155  PID         -  AU3155
 AU3155  STATE/COUNTY-  LA/TERREBONNE
 AU3155  USGS QUAD   -  BOURG (1974)
 AU3155
 AU3155                         *CURRENT SURVEY CONTROL
 AU3155  ___________________________________________________________________
 AU3155* NAD 83(1992)-  29 34 16.80416(N)    090 35 40.06547(W)     ADJUSTED  
 AU3155* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AU3155  **This station is located in a subsidence area (see below).
 AU3155  ___________________________________________________________________
 AU3155  X           -     -57,601.143 (meters)                     COMP
 AU3155  Y           -  -5,551,541.519 (meters)                     COMP
 AU3155  Z           -   3,129,122.515 (meters)                     COMP
 AU3155  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU3155  ELLIP HEIGHT-         -23.78  (meters)          (02/21/02) GPS OBS
 AU3155  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AU3155
 AU3155  HORZ ORDER  -  FIRST
 AU3155  ELLP ORDER  -  FIFTH     CLASS I
 AU3155
 AU3155.The horizontal coordinates were established by GPS observations
 AU3155.and adjusted by the National Geodetic Survey in December 1998..
 AU3155
 AU3155 ** The orthometric height has not been validated since last determined
 AU3155 ** by differential leveling and should not be used for control purposes.
 AU3155 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3155 ** area with valid NAVD 88 orthometric heights.
 AU3155 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3155 ** epoch indicated which incorporates improved geoid heights for the
 AU3155 ** Southern Louisiana Subsidence area.
 AU3155 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3155.The orthometric height was determined by GPS observations and a
 AU3155.high-resolution geoid model.
 AU3155
 AU3155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3155
 AU3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3155
 AU3155.The ellipsoidal height was determined by GPS observations
 AU3155.and is referenced to NAD 83.
 AU3155
 AU3155.The geoid height was determined by GEOID03.
 AU3155
 AU3155;                    North         East     Units Scale Factor Converg.
 AU3155;SPC LA S     -   118,983.236 1,071,591.467   MT  0.99995366   +0 22 10.0
 AU3155;SPC LA S     -   390,364.17  3,515,713.00   sFT  0.99995366   +0 22 10.0
 AU3155;UTM  15      - 3,273,702.383   733,034.505   MT  1.00027011   +1 11 15.7
 AU3155
 AU3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3155!SPC LA S     -   1.00000373  x   0.99995366  =   0.99995739
 AU3155!UTM  15      -   1.00000373  x   1.00027011  =   1.00027385
 AU3155
 AU3155:                Primary Azimuth Mark                     Grid Az
 AU3155:SPC LA S     -  MATHEWS SOUTH COAST CORP TANK            019 18 53.8
 AU3155:UTM  15      -  MATHEWS SOUTH COAST CORP TANK            018 29 48.1
 AU3155
 AU3155|---------------------------------------------------------------------|
 AU3155| PID    Reference Object                     Distance      Geod. Az  |
 AU3155|                                                           dddmmss.s |
 AU3155| AU3141 MATHEWS SOUTH COAST CORP TANK       APPROX.14.6 KM 0194103.8 |
 AU3155| AU3140 LOCKPORT MUNICIPAL TANK             APPROX.10.0 KM 0331055.7 |
 AU3155| AH6384 CHAUVIN AZ MK                       404.595 METERS 0375740.2 |
 AU3155| AU3154 IW STA PT 2871 PLUS 37.0 1934        26.141 METERS 07322     |
 AU3155| AU3153 IW STA PC 2871 PLUS 72.9 1934        23.018 METERS 09808     |
 AU3155| AU3020 MONTEGUT WATER TANK                 APPROX.10.9 KM 1603556.5 |
 AU3155| DD6523 CHAUVIN RM 1                         63.600 METERS 17621     |
 AU3155| DD6524 CHAUVIN RM 2                        128.123 METERS 24038     |
 AU3155| AH6385 BBLUB 01                            APPROX. 0.5 KM 2793815.6 |
 AU3155| DD6522 CHAUVIN AZ MK                                      2891443.6 |
 AU3155|---------------------------------------------------------------------|
 AU3155
 AU3155                          SUPERSEDED SURVEY CONTROL
 AU3155
 AU3155  ELLIP H (12/17/98)  -23.73   (m)                       GP(       ) 4 2
 AU3155  NAD 83(1992)-  29 34 16.79759(N)    090 35 40.06317(W) AD(       ) 1
 AU3155  NAD 83(1986)-  29 34 16.81973(N)    090 35 40.06501(W) AD(       ) 1
 AU3155  NAD 27      -  29 34 16.04478(N)    090 35 39.75414(W) AD(       ) 1
 AU3155  NGVD 29 (07/19/86)    1.84   (m)            6.0    (f) LEVELING    3  
 AU3155
 AU3155.Superseded values are not recommended for survey control.
 AU3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3155.See file dsdata.txt to determine how the superseded data were derived.
 AU3155
 AU3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3303573702(NAD 83)
 AU3155_MARKER: DD = SURVEY DISK
 AU3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3155_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3155_STAMPING: CHAUVIN 1934
 AU3155_MARK LOGO: CGS   
 AU3155_PROJECTION: FLUSH
 AU3155_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3155+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3155
 AU3155  HISTORY     - Date     Condition        Report By
 AU3155  HISTORY     - 1934     MONUMENTED       CGS
 AU3155  HISTORY     - 1938     GOOD             LAGS
 AU3155  HISTORY     - 1942     GOOD             LAGS
 AU3155  HISTORY     - 1946     GOOD             CGS
 AU3155  HISTORY     - 1948     GOOD             CGS
 AU3155  HISTORY     - 1959     GOOD             USE
 AU3155  HISTORY     - 1963     GOOD             CGS
 AU3155  HISTORY     - 19950103 GOOD             MPHI
 AU3155
 AU3155                          STATION DESCRIPTION
 AU3155
 AU3155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3155'THE STATION IS AT BOURG, AT THE INTERSECTION OF STATE ROUTE
 AU3155'80 AND THE INTRACOASTAL CANAL, ON LAND OWNED AND OCCUPIED
 AU3155'BY ALBERT CHAUVIN, 75 FEET NW OF THE NW BANK OF THE INTRACOASTAL
 AU3155'WATERWAYS CANAL, IN THE NW CORNER OF A SMALL CORRAL N OF MR.
 AU3155'CHAUVINS BARN, 15 FEET S OF THE N FENCE AND 15 FEET E OF THE
 AU3155'W FENCE.
 AU3155'
 AU3155'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 AU3155'
 AU3155'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3155'IS 2 METERS FROM THE N BANK OF THE
 AU3155'INTRACOASTAL WATERWAYS CANAL, AND 208.65 FEET (63.60 METERS) FROM
 AU3155'THE STATION S 03 DEG 39 MIN E.
 AU3155'
 AU3155'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3155'IS ON THE N SIDE OF STATE HIGHWAY
 AU3155'80 AND 3 METERS FROM ITS CENTER LINE, AND 420.35 FEET (128.12
 AU3155'METERS) FROM THE STATION S 60 DEG 38 MIN W.
 AU3155'
 AU3155'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3155'IS ON THE S SIDE OF HIGHWAY 80, 4.0
 AU3155'METERS FROM ITS CENTER LINE, AND ABOUT 0.6 MILE FROM THE
 AU3155'STATION N 70 DEG 46 MIN W.
 AU3155'
 AU3155'AN INTRACOASTAL WATERWAY CANAL STATION WITHOUT A NUMBER, BUT
 AU3155'MARKED BY A 2-INCH PIPE FILLED WITH CONCRETE WITH A CROSS
 AU3155'CUT IN THE TOP, IS ABOUT 1-1/2 MILES E OF THE STATION, 2
 AU3155'METERS FROM THE N EDGE OF THE CANAL, 90 PACES W OF A N AND S
 AU3155'FENCE AND N 37 DEG 53 MIN E FROM THE STATION.
 AU3155
 AU3155                          STATION RECOVERY (1938)
 AU3155
 AU3155'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1938
 AU3155'RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS GOOD.
 AU3155
 AU3155                          STATION RECOVERY (1942)
 AU3155
 AU3155'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1942
 AU3155'RECOVERED AS DESCRIBED.  CHAUVIN AZIMUTH IN GOOD CONDITION.
 AU3155
 AU3155                          STATION RECOVERY (1946)
 AU3155
 AU3155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 AU3155'STATION, REFERENCE MARK 2, AND AZIMUTH MARK RECOVERED IN
 AU3155'GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN LOST DUE TO EROSION
 AU3155'AT CANAL BANK.  AS CONDITIONS HAVE CHANGED, A NEW DESCRIPTION
 AU3155'FOR FIRST PARAGRAPH IS GIVEN--STATION IS LOCATED 1.3 MILES
 AU3155'N OF BOURG, AT THE INTERSECTION OF STATE HIGHWAY 80 AND AN
 AU3155'ABANDONED SECTION OF THE INTRACOASTAL WATERWAY, BUT WHICH NOW
 AU3155'CONNECTS THE INTRACOASTAL WATERWAY WITH THE VILLAGE OF BOURG,
 AU3155'AND AT AN ABANDONED FERRY CROSSING ON HIGHWAY 80.  STATION
 AU3155'IS ON LAND ONCE OWNED BY ALBERT CHAUVIN (DECEASED), 21 METERS
 AU3155'(69 FEET) NW OF CANAL, 106 METERS (347 FEET) NE OF HIGHWAY
 AU3155'80, AND IN THE NW CORNER OF A PATCH OF TALL GRASS WHICH WAS
 AU3155'EVIDENTLY ONCE A CORRAL.  IT IS 15 FEET S OF THE N EDGE OF
 AU3155'CORRAL AND 12 METERS (39 FEET) E OF A FIELD ROAD.
 AU3155'
 AU3155'TO REACH FROM BOURG, TAKE ROAD ALONG E SIDE OF N-S CANAL
 AU3155'FOR 1.4 MILES TO T-INTERSECTION, TURN RIGHT, AND CONTINUE TO
 AU3155'CANAL.  STATION IS ON THE LEFT.
 AU3155'
 AU3155'REMAINDER OF DESCRIPTION (EXCEPT FOR REFERENCE MARK 1) IS
 AU3155'ADEQUATE.
 AU3155
 AU3155                          STATION RECOVERY (1948)
 AU3155
 AU3155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3155'STATION, AZIMUTH MARK, AND REFERENCE MARK 2 WERE RECOVERED
 AU3155'IN GOOD CONDITION.  REFERENCE MARK 1 IS DESTROYED.  REFERENCE
 AU3155'MARK 3 WAS ESTABLISHED IN 1948 A NEW DESCRIPTION FOLLOWS--
 AU3155'
 AU3155'STATION IS ABOUT 1.3 MILES N OF BOURG, AT THE INTERSECTION
 AU3155'OF STATE HIGHWAY 80 AND AN ABANDONED SECTION OF THE INTRACOASTAL
 AU3155'WATERWAY WHICH NOW CONNECTS THE VILLAGE OF BOURG WITH THE
 AU3155'INTRACOASTAL WATERWAY AND AT AN ABANDONED FERRY CROSSING,
 AU3155'ON LAND ONCE OWNED BY ALBERT CHAUVIN (DECEASED), 21 METERS
 AU3155'(69 FEET) NW OF THE CANAL, 106 METERS (347 FEET) NE OF STATE
 AU3155'HIGHWAY 80, IN THE NW CORNER OF AN OLD CORRAL, 4.6 METERS
 AU3155'(15 FEET) S OF THE N EDGE OF THE CORRAL, AND 12 METERS (39.4
 AU3155'FEET) E OF A FIELD ROAD.
 AU3155'
 AU3155'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 AU3155'PROJECTING ABOUT 8 INCHES ABOVE GROUND.  IT IS STAMPED CHAUVIN
 AU3155'1934.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN A
 AU3155'CONCRETE CYLINDER.
 AU3155'
 AU3155'REFERENCE MARK 2, A BRONZE REFERENCE DISK IS SET IN A CONCRETE
 AU3155'CYLINDER.  IT IS 3 METERS (9.8 FEET) N OF THE CENTER LINE OF
 AU3155'STATE HIGHWAY 80, BETWEEN THE ROAD DITCH AND A CULTIVATED
 AU3155'FIELD.  IT IS STAMPED CHAUVIN 1934 NO 2 AND PROJECTS ABOUT
 AU3155'8 INCHES ABOVE GROUND.
 AU3155'
 AU3155'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 AU3155'AND PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT WAS ESTABLISHED
 AU3155'ON MAY 18, 1948.  THIS REFERENCE MARK IS 23.8 METERS (78 FEET)
 AU3155'N OF THE CANAL BANK, 33.2 METERS (109 FEET) S OF A POWER LINE
 AU3155'POLE, 6.5 METERS (21.5 FEET) E OF A FARM ROAD.  THE DISK IS
 AU3155'STAMPED CHAUVIN 1943 NO 3.
 AU3155'
 AU3155'AZIMUTH MARK IS 4 METERS (13.1 FEET) S OF THE CENTER LINE OF
 AU3155'THE HIGHWAY AND 9.1 METERS (30 FEET) E OF A DRIVE LEADING TO
 AU3155'A SMALL HOUSE.  IT IS A BRONZE AZIMUTH DISK, STAMPED CHAUVIN
 AU3155'1934 AZIMUTH MARK, SET IN A CONCRETE CYLINDER, AND PROJECTS
 AU3155'ABOUT 4 INCHES ABOVE GROUND.
 AU3155'
 AU3155'TO REACH THE STATION FROM BOURG, FOLLOW A ROAD ALONG THE E SIDE
 AU3155'OF A N-S CANAL FOR ABOUT 1.4 MILES TO A T INTERSECTION.  TURN
 AU3155'RIGHT AND CONTINUE TO THE CANAL AND THE STATION.
 AU3155
 AU3155                          STATION RECOVERY (1959)
 AU3155
 AU3155'RECOVERY NOTE BY US ENGINEERS 1959
 AU3155'STATION MARK WAS FOUND IN GOOD CONDITION.  MARK IS A BRONZE
 AU3155'DISK SET IN ROUND CONCRETE MONUMENT 1 FT IN DIAMETER, 50 FT
 AU3155'NW OF NW BANK OF OLD CHANNEL OF GULF INTRACOASTAL WATERWAY.
 AU3155'30 FT SE OF LINE OF POWER POLES RUNNING PARALLEL TO OLD
 AU3155'WATERWAY AT A POINT ABOUT 375 FT NE OF WHERE POWER LINE
 AU3155'CROSSES BAYOU BLUE.  IN AN OLD UNCULTIVATED FIELD GROWN OVER
 AU3155'THE LOW BRUSH.  TOP OF MONUMENT IS 6 INCHES ABOVE GROUND.
 AU3155'NOTE--DISTANCES STEPPED, NOT TAPED.
 AU3155
 AU3155                          STATION RECOVERY (1963)
 AU3155
 AU3155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ECM)
 AU3155'STATION AND RM 2 FOUND IN GOOD CONDITION.  STATION IS NOW
 AU3155'IN A CULTIVATED FIELD, WITH NO EVIDENCE OF SMALL CORAL REMAINING,
 AU3155'ALTHOUGH BALANCE OF DESCRIPTION IS GOOD.  RM 2 IS AT BACK
 AU3155'OF HIGHWAY DITCH, 10 FT NORTH OF EDGE OF BLACKTOP.  BALANCE
 AU3155'OF DESCRIPTION IS GOOD.  RM 1 IS EVIDENTLY IN THE INTRACOASTAL
 AU3155'(COMPANY CANAL) CANAL.
 AU3155'
 AU3155'NOTE--THIS CANAL IS NOT NOW KNOWN AS THE INTRACOASTAL WATERWAY
 AU3155'SINCE THE MAIN CANAL HAS BEEN RELOCATED.  IT IS BETTER KNOWN
 AU3155'LOCALLY AS THE COMPANY CANAL.
 AU3155
 AU3155                          STATION RECOVERY (1995)
 AU3155
 AU3155'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3155'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6384 ***********************************************************************
 AH6384  DESIGNATION -  CHAUVIN AZ MK
 AH6384  PID         -  AH6384
 AH6384  STATE/COUNTY-  LA/TERREBONNE
 AH6384  USGS QUAD   -  BOURG (1974)
 AH6384
 AH6384                         *CURRENT SURVEY CONTROL
 AH6384  ___________________________________________________________________
 AH6384* NAD 83(1992)-  29 34 27.16427(N)    090 35 30.81881(W)     ADJUSTED  
 AH6384* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6384  **This station is located in a subsidence area (see below).
 AH6384  ___________________________________________________________________
 AH6384  X           -     -57,350.639 (meters)                     COMP
 AH6384  Y           -  -5,551,385.977 (meters)                     COMP
 AH6384  Z           -   3,129,399.555 (meters)                     COMP
 AH6384  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6384  ELLIP HEIGHT-         -24.58  (meters)          (02/21/02) GPS OBS
 AH6384  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AH6384
 AH6384  HORZ ORDER  -  FIRST
 AH6384  ELLP ORDER  -  FIFTH     CLASS I
 AH6384
 AH6384.The horizontal coordinates were established by GPS observations
 AH6384.and adjusted by the National Geodetic Survey in December 1998..
 AH6384
 AH6384 ** The orthometric height has not been validated since last determined
 AH6384 ** by differential leveling and should not be used for control purposes.
 AH6384 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6384 ** area with valid NAVD 88 orthometric heights.
 AH6384 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6384 ** epoch indicated which incorporates improved geoid heights for the
 AH6384 ** Southern Louisiana Subsidence area.
 AH6384 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6384.The orthometric height was determined by GPS observations and a
 AH6384.high-resolution geoid model.
 AH6384
 AH6384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6384
 AH6384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6384
 AH6384.The ellipsoidal height was determined by GPS observations
 AH6384.and is referenced to NAD 83.
 AH6384
 AH6384.The geoid height was determined by GEOID03.
 AH6384
 AH6384;                    North         East     Units Scale Factor Converg.
 AH6384;SPC LA S     -   119,303.813 1,071,838.272   MT  0.99995329   +0 22 14.6
 AH6384;SPC LA S     -   391,415.93  3,516,522.73   sFT  0.99995329   +0 22 14.6
 AH6384;UTM  15      - 3,274,026.555   733,276.783   MT  1.00027150   +1 11 20.6
 AH6384
 AH6384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6384!SPC LA S     -   1.00000386  x   0.99995329  =   0.99995715
 AH6384!UTM  15      -   1.00000386  x   1.00027150  =   1.00027536
 AH6384
 AH6384:                Primary Azimuth Mark                     Grid Az
 AH6384:SPC LA S     -  CHAUVIN                                  217 35 30.2
 AH6384:UTM  15      -  CHAUVIN                                  216 46 24.2
 AH6384
 AH6384|---------------------------------------------------------------------|
 AH6384| PID    Reference Object                     Distance      Geod. Az  |
 AH6384|                                                           dddmmss.s |
 AH6384| AU3155 CHAUVIN                             404.595 METERS 2175744.8 |
 AH6384|---------------------------------------------------------------------|
 AH6384
 AH6384                          SUPERSEDED SURVEY CONTROL
 AH6384
 AH6384  ELLIP H (12/17/98)  -24.53   (m)                       GP(       ) 4 2
 AH6384
 AH6384.Superseded values are not recommended for survey control.
 AH6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6384.See file dsdata.txt to determine how the superseded data were derived.
 AH6384
 AH6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3327774027(NAD 83)
 AH6384_MARKER: DD = SURVEY DISK
 AH6384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6384_STAMPING: CHAUVIN AZ MK 1993
 AH6384_MARK LOGO: TPCG  
 AH6384_PROJECTION: FLUSH
 AH6384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6384+STABILITY: SURFACE MOTION
 AH6384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6384+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6384
 AH6384  HISTORY     - Date     Condition        Report By
 AH6384  HISTORY     - 1993     MONUMENTED       GSENG
 AH6384
 AH6384                          STATION DESCRIPTION
 AH6384
 AH6384'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6384'MONUMENT IS LOCATED EAST OF THE CITY OF HOUMA ON THE BATTURE OF THE
 AH6384'COMPANY CANAL ALONG TEXAS GULF ROAD, (TOWNSHIP 17 SOUTH RANGE 18 EAST
 AH6384'SECTION 50).  MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE
 AH6384'FLUSH WITH THE GROUND. MONUMENT IS ABOUT 1.64 MI (2.64 KM) NORTH OF
 AH6384'THE INTERSECTION OF LA. HIGHWAY 24 AND TEXAS GULF ROAD, 36.73 FT
 AH6384'(11.20 M) WEST OF THE CENTERLINE OF TEXAS GULF ROAD ON THE PROJECTION
 AH6384'OF THE SOUTHERN WALL OF A BRICK HOUSE NO. 442 TEXAS GULF ROAD, 135.25
 AH6384'FT (41.22 M) SOUTH OF AN ANCHORWIRE, 145.20 FT (44.26 M) SOUTHWEST OF
 AH6384'A NAIL/BOTTLE CAP IN A POWER POLE, 68.55 FT (20.89 M) NORTHWEST OF A
 AH6384'NAIL/BOTTLE CAP IN A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2815 ***********************************************************************
 BH2815  DESIGNATION -  CHEF MENTEUR ATT MICROWAVE TWR
 BH2815  PID         -  BH2815
 BH2815  STATE/COUNTY-  LA/ORLEANS
 BH2815  USGS QUAD   -  CHEF MENTEUR (1994)
 BH2815
 BH2815                         *CURRENT SURVEY CONTROL
 BH2815  ___________________________________________________________________
 BH2815* NAD 83(1992)-  30 04 00.53506(N)    089 49 58.64901(W)     ADJUSTED  
 BH2815* NAVD 88     -                                                        
 BH2815  **This station is located in a subsidence area (see below).
 BH2815  ___________________________________________________________________
 BH2815  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BH2815  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BH2815
 BH2815  HORZ ORDER  -  THIRD
 BH2815
 BH2815.The horizontal coordinates were established by classical geodetic methods
 BH2815.and adjusted by the National Geodetic Survey in May 1994..
 BH2815
 BH2815 ** The orthometric height has not been validated since last determined
 BH2815 ** by differential leveling and should not be used for control purposes.
 BH2815 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2815 ** area with valid NAVD 88 orthometric heights.
 BH2815 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2815 ** epoch indicated which incorporates improved geoid heights for the
 BH2815 ** Southern Louisiana Subsidence area.
 BH2815 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2815
 BH2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2815
 BH2815.The geoid height was determined by GEOID03.
 BH2815
 BH2815;                    North         East     Units Scale Factor Converg.
 BH2815;SPC LA S     -   174,619.572 1,144,653.774   MT  0.99992640   +0 45 00.7
 BH2815;SPC LA S     -   572,897.71  3,755,418.26   sFT  0.99992640   +0 45 00.7
 BH2815;UTM  16      - 3,329,573.503   226,895.156   MT  1.00052031   -1 25 12.8
 BH2815
 BH2815                          SUPERSEDED SURVEY CONTROL
 BH2815
 BH2815  NAD 83(1992)-  30 04 00.53517(N)    089 49 58.64841(W) AD(       ) 4
 BH2815  NAD 83(1986)-  30 04 00.54826(N)    089 49 58.64401(W) AD(       ) 4
 BH2815  NAD 27      -  30 03 59.82597(N)    089 49 58.42904(W) AD(       ) 3
 BH2815
 BH2815.Superseded values are not recommended for survey control.
 BH2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2815.See file dsdata.txt to determine how the superseded data were derived.
 BH2815
 BH2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2689529574(NAD 83)
 BH2815_MARKER: 45 = MICROWAVE TOWER
 BH2815
 BH2815  HISTORY     - Date     Condition        Report By
 BH2815  HISTORY     - 1967     FIRST OBSERVED   CGS
 BH2815  HISTORY     - 1972     GOOD             NGS
 BH2815
 BH2815                          STATION DESCRIPTION
 BH2815
 BH2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2815'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE JUNCTION OF
 BH2815'U.S. HIGHWAYS 11 AND 90 AND 1-3/4 MILES WEST-SOUTHWEST OF THE
 BH2815'JUNCTION OF U.S. HIGHWAY 90 AND CHEF MENTEUR PASS AT FORT MACOMB.  IT
 BH2815'IS OWNED AND OPERATED BY THE AMERICAN TELEPHONE AND TELEGRAPH
 BH2815'COMPANY KLV 43.
 BH2815'
 BH2815'IT IS A 4-LEGGED, SELF-SUPPORTED, STRUCTURAL STEEL TOWER, PAINTED
 BH2815'GRAY, WITH 4 LARGE VOICE MIRRORS ON THE TOP AND SIDES.  THE OVERALL
 BH2815'HEIGHT IS 150 FEET.
 BH2815'
 BH2815'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3436 ***********************************************************************
 CQ3436  DESIGNATION -  CHEMARD
 CQ3436  PID         -  CQ3436
 CQ3436  STATE/COUNTY-  LA/DE SOTO
 CQ3436  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ3436
 CQ3436                         *CURRENT SURVEY CONTROL
 CQ3436  ___________________________________________________________________
 CQ3436* NAD 83(1992)-  32 07 12.75907(N)    093 36 27.98975(W)     ADJUSTED  
 CQ3436* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 CQ3436  ___________________________________________________________________
 CQ3436  X           -    -340,240.863 (meters)                     COMP
 CQ3436  Y           -  -5,396,288.453 (meters)                     COMP
 CQ3436  Z           -   3,371,741.916 (meters)                     COMP
 CQ3436  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CQ3436  ELLIP HEIGHT-          25.36  (meters)          (06/26/02) GPS OBS
 CQ3436  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3436
 CQ3436  HORZ ORDER  -  FIRST
 CQ3436  ELLP ORDER  -  FOURTH    CLASS II
 CQ3436
 CQ3436.The horizontal coordinates were established by GPS observations
 CQ3436.and adjusted by the National Geodetic Survey in January 1993..
 CQ3436
 CQ3436.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3436
 CQ3436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3436
 CQ3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3436
 CQ3436.The ellipsoidal height was determined by GPS observations
 CQ3436.and is referenced to NAD 83.
 CQ3436
 CQ3436.The geoid height was determined by GEOID03.
 CQ3436
 CQ3436;                    North         East     Units Scale Factor Converg.
 CQ3436;SPC LA N     -   180,175.519   895,469.752   MT  0.99992096   -0 35 08.5
 CQ3436;SPC LA N     -   591,125.85  2,937,887.01   sFT  0.99992096   -0 35 08.5
 CQ3436;UTM  15      - 3,553,921.971   442,666.965   MT  0.99964054   -0 19 23.4
 CQ3436
 CQ3436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3436!SPC LA N     -   0.99999602  x   0.99992096  =   0.99991698
 CQ3436!UTM  15      -   0.99999602  x   0.99964054  =   0.99963656
 CQ3436
 CQ3436                          SUPERSEDED SURVEY CONTROL
 CQ3436
 CQ3436  ELLIP H (01/21/93)   25.46   (m)                       GP(       ) 4 2
 CQ3436  NAD 83(1986)-  32 07 12.77296(N)    093 36 27.97802(W) AD(       ) 1
 CQ3436  NGVD 29 (08/25/89)   51.5    (m)          169.     (f) GPS OBS        
 CQ3436
 CQ3436.Superseded values are not recommended for survey control.
 CQ3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3436.See file dsdata.txt to determine how the superseded data were derived.
 CQ3436
 CQ3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4266753922(NAD 83)
 CQ3436_MARKER: DE = TRAVERSE STATION DISK
 CQ3436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3436_SP_SET: CONCRETE POST
 CQ3436_STAMPING: CHEMARD 1988
 CQ3436_MARK LOGO: LADTD 
 CQ3436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3436+STABILITY: SURFACE MOTION
 CQ3436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3436+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1989
 CQ3436
 CQ3436  HISTORY     - Date     Condition        Report By
 CQ3436  HISTORY     - 1988     MONUMENTED       LADTD
 CQ3436  HISTORY     - 19890222 GOOD
 CQ3436
 CQ3436                          STATION DESCRIPTION
 CQ3436
 CQ3436'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3436'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) EAST OF GRAND CANE,
 CQ3436'16.1 KM (10.00 MI) SOUTH-SOUTHEAST OF FRIERSON AND 12.9 KM (8.00 MI)
 CQ3436'NORTHEAST OF MANSFIELD IN THE NORTHWEST QUADRANT OF SECTION 16, T 13 N
 CQ3436'R 12 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3436'DEVELOPMENT.
 CQ3436'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY 49 AND
 CQ3436'U S HIGHWAY 84 EAST OF MANSFIELD, GO NORTH FOR 7.9 KM (4.90 MI) ON
 CQ3436'HIGHWAY 49 TO THE JUNCTION WITH STATE HIGHWAY 509, WITH THE MARK SET
 CQ3436'NEAR THE SOUTHEAST CORNER OF THE OVERPASS.
 CQ3436'THE STATION IS FLUSH WITH THE GROUND 16.2 M (53.1 FT) SOUTHWEST FROM
 CQ3436'THE CENTER OF AN OFF RAMP, 14.3 M (46.9 FT) EAST-NORTHEAST FROM THE
 CQ3436'SOUTHEAST CORNER OF A BRIDGE OVER THE INTERSTATE, 13.3 M (43.6 FT)
 CQ3436'SOUTHEAST FROM THE CENTER OF HIGHWAY 509, 4.7 M (15.4 FT) EAST FROM
 CQ3436'THE CENTER OF A DRAIN AND 0.6 M (2.0 FT) NORTHWEST FROM A METAL
 CQ3436'WITNESS POST WITH A SIGH ATTACHED.
 CQ3436
 CQ3436                          STATION RECOVERY (1989)
 CQ3436
 CQ3436'RECOVERED 1989
 CQ3436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3437 ***********************************************************************
 CQ3437  DESIGNATION -  CHEMARD AZ MK
 CQ3437  PID         -  CQ3437
 CQ3437  STATE/COUNTY-  LA/DE SOTO
 CQ3437  USGS QUAD   -  CLEAR LAKE (1992)
 CQ3437
 CQ3437                         *CURRENT SURVEY CONTROL
 CQ3437  ___________________________________________________________________
 CQ3437* NAD 83(1992)-  32 08 10.16487(N)    093 37 20.64059(W)     ADJUSTED  
 CQ3437* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 CQ3437  ___________________________________________________________________
 CQ3437  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CQ3437  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3437
 CQ3437  HORZ ORDER  -  SECOND
 CQ3437
 CQ3437.The horizontal coordinates were established by classical geodetic methods
 CQ3437.and adjusted by the National Geodetic Survey in January 1993..
 CQ3437
 CQ3437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3437
 CQ3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3437
 CQ3437.The geoid height was determined by GEOID03.
 CQ3437
 CQ3437;                    North         East     Units Scale Factor Converg.
 CQ3437;SPC LA N     -   181,957.728   894,108.068   MT  0.99992198   -0 35 36.3
 CQ3437;SPC LA N     -   596,972.98  2,933,419.55   sFT  0.99992198   -0 35 36.3
 CQ3437;UTM  15      - 3,555,697.427   441,297.516   MT  0.99964250   -0 19 51.9
 CQ3437
 CQ3437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3437!SPC LA N     -   0.99999497  x   0.99992198  =   0.99991695
 CQ3437!UTM  15      -   0.99999497  x   0.99964250  =   0.99963747
 CQ3437
 CQ3437                          SUPERSEDED SURVEY CONTROL
 CQ3437
 CQ3437  NAD 83(1986)-  32 08 10.17882(N)    093 37 20.62876(W) AD(       ) 2
 CQ3437  NGVD 29 (08/25/89)   57.9    (m)          190.     (f) VERT ANG       
 CQ3437
 CQ3437.Superseded values are not recommended for survey control.
 CQ3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3437.See file dsdata.txt to determine how the superseded data were derived.
 CQ3437
 CQ3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4129855697(NAD 83)
 CQ3437_MARKER: DZ = AZIMUTH MARK DISK
 CQ3437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3437_SP_SET: CONCRETE POST
 CQ3437_STAMPING: CHEMARD AZ MK 1988
 CQ3437_MARK LOGO: LADTD 
 CQ3437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3437+STABILITY: SURFACE MOTION
 CQ3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3437+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CQ3437
 CQ3437  HISTORY     - Date     Condition        Report By
 CQ3437  HISTORY     - 1988     MONUMENTED       LADTD
 CQ3437
 CQ3437                          STATION DESCRIPTION
 CQ3437
 CQ3437'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3437'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) EAST OF GRAND CANE,
 CQ3437'13.7 KM (8.50 MI) SOUTH-SOUTHEAST OF FRIERSON AND 14.5 KM (9.00 MI)
 CQ3437'NORTHEAST OF MANSFIELD IN THE NORTHWEST QUADRANT OF SECTION 8, T 13 N,
 CQ3437'R 12 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3437'DEVELOPMENT.
 CQ3437'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 CQ3437'U S HIGHWAY 84 EAST OF MANSFIELD, GO NORTH FOR 10.0 KM (6.20 MI) TO AN
 CQ3437'OVERPASS WITH THE MARK SET NEAR THE SOUTHEAST CORNER OF THE OVERPASS.
 CQ3437'THE STATION IS FLUSH WITH THE GROUND 5.9 M (19.4 FT) SOUTH FROM THE
 CQ3437'CENTER OF A PARISH ROAD, 3.2 M (10.5 FT) SOUTHEAST FROM THE SOUTHEAST
 CQ3437'CORNER OF THE OVERPASS, 0.9 M (3.0 FT) NORTH FROM THE RIGHT-OF-WAY
 CQ3437'FENCE AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST WITH A SIGN
 CQ3437'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3438 ***********************************************************************
 CQ3438  DESIGNATION -  CHEMARD AZ MK 2
 CQ3438  PID         -  CQ3438
 CQ3438  STATE/COUNTY-  LA/DE SOTO
 CQ3438  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ3438
 CQ3438                         *CURRENT SURVEY CONTROL
 CQ3438  ___________________________________________________________________
 CQ3438* NAD 83(1992)-  32 06 20.74425(N)    093 35 49.04926(W)     ADJUSTED  
 CQ3438* NAVD 88     -        60.7    (meters)     199.     (feet)  VERTCON   
 CQ3438  ___________________________________________________________________
 CQ3438  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CQ3438  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3438
 CQ3438  HORZ ORDER  -  SECOND
 CQ3438
 CQ3438.The horizontal coordinates were established by classical geodetic methods
 CQ3438.and adjusted by the National Geodetic Survey in January 1993..
 CQ3438
 CQ3438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3438
 CQ3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3438
 CQ3438.The geoid height was determined by GEOID03.
 CQ3438
 CQ3438;                    North         East     Units Scale Factor Converg.
 CQ3438;SPC LA N     -   178,563.162   896,474.180   MT  0.99992010   -0 34 47.9
 CQ3438;SPC LA N     -   585,835.97  2,941,182.37   sFT  0.99992010   -0 34 47.9
 CQ3438;UTM  15      - 3,552,314.686   443,678.488   MT  0.99963912   -0 19 02.2
 CQ3438
 CQ3438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3438!SPC LA N     -   0.99999452  x   0.99992010  =   0.99991462
 CQ3438!UTM  15      -   0.99999452  x   0.99963912  =   0.99963364
 CQ3438
 CQ3438                          SUPERSEDED SURVEY CONTROL
 CQ3438
 CQ3438  NAD 83(1986)-  32 06 20.75809(N)    093 35 49.03763(W) AD(       ) 2
 CQ3438  NGVD 29 (08/25/89)   60.8    (m)          199.     (f) VERT ANG       
 CQ3438
 CQ3438.Superseded values are not recommended for survey control.
 CQ3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3438.See file dsdata.txt to determine how the superseded data were derived.
 CQ3438
 CQ3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4367852315(NAD 83)
 CQ3438_MARKER: DZ = AZIMUTH MARK DISK
 CQ3438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3438_SP_SET: CONCRETE POST
 CQ3438_STAMPING: CHEMARD AZ MK 2 1988
 CQ3438_MARK LOGO: LADTD 
 CQ3438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3438+STABILITY: SURFACE MOTION
 CQ3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3438+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CQ3438
 CQ3438  HISTORY     - Date     Condition        Report By
 CQ3438  HISTORY     - 1988     MONUMENTED       LADTD
 CQ3438
 CQ3438                          STATION DESCRIPTION
 CQ3438
 CQ3438'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3438'THE STATION IS LOCATED ABOUT 20.1 KM (12.50 MI) EAST OF GRAND CANE,
 CQ3438'17.7 KM (11.00 MI) SOUTH-SOUTHEAST OF FRIERSON AND 14.5 KM (9.00 MI)
 CQ3438'NORTHEAST OF MANSFIELD IN THE SOUTHEAST QUADRANT OF SECTION 16, T 13
 CQ3438'N, R 12 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3438'DEVELOPMENT.
 CQ3438'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 CQ3438'U S HIGHWAY 84 EAST OF MANSFIELD, GO NORTH FOR 6.1 KM (3.80 MI) ON
 CQ3438'INTERSTATE 49 TO THE MARK ON TOP OF A HILL IN THE MEDIAN OF THE
 CQ3438'INTERSTATE.
 CQ3438'THE STATION IS FLUSH WITH THE GROUND 27.0 M (88.6 FT) NORTHEAST FROM
 CQ3438'THE CENTER OF THE SOUTH BOUND LANES OF THE INTERSTATE, 25.8 M
 CQ3438'(84.6 FT) SOUTHWEST FROM THE CENTER OF THE NORTH BOUND LANES OF THE
 CQ3438'INTERSTATE, 16.2 M (53.1 FT) WEST FROM THE NORTH END OF A CEMENT DRAIN
 CQ3438'RUN AND 0.6 M (2.0 FT) NORTHWEST FROM A METAL WITNESS POST WITH A SIGN
 CQ3438'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4852 ***********************************************************************
 BJ4852  DESIGNATION -  CHENAL
 BJ4852  PID         -  BJ4852
 BJ4852  STATE/COUNTY-  LA/POINTE COUPEE
 BJ4852  USGS QUAD   -  ERWINVILLE (1980)
 BJ4852
 BJ4852                         *CURRENT SURVEY CONTROL
 BJ4852  ___________________________________________________________________
 BJ4852* NAD 83(1992)-  30 36 27.31931(N)    091 23 19.36184(W)     ADJUSTED  
 BJ4852* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 BJ4852  ___________________________________________________________________
 BJ4852  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BJ4852  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4852
 BJ4852  HORZ ORDER  -  FIRST
 BJ4852
 BJ4852.The horizontal coordinates were established by classical geodetic methods
 BJ4852.and adjusted by the National Geodetic Survey in January 1993..
 BJ4852
 BJ4852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4852
 BJ4852.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4852
 BJ4852.The geoid height was determined by GEOID03.
 BJ4852
 BJ4852;                    North         East     Units Scale Factor Converg.
 BJ4852;SPC LA S     -   233,619.762   994,689.702   MT  0.99998165   -0 01 39.7
 BJ4852;SPC LA S     -   766,467.50  3,263,411.13   sFT  0.99998165   -0 01 39.7
 BJ4852;UTM  15      - 3,387,220.231   654,459.515   MT  0.99989432   +0 49 14.0
 BJ4852
 BJ4852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4852!SPC LA S     -   1.00000264  x   0.99998165  =   0.99998429
 BJ4852!UTM  15      -   1.00000264  x   0.99989432  =   0.99989696
 BJ4852
 BJ4852|---------------------------------------------------------------------|
 BJ4852| PID    Reference Object                     Distance      Geod. Az  |
 BJ4852|                                                           dddmmss.s |
 BJ4852| CW1200 CHENAL RM 1                          34.600 METERS 14407     |
 BJ4852| CW1201 CHENAL RM 2                          33.900 METERS 22832     |
 BJ4852| BJ4858 NEW ROADS EAST BASE                 APPROX.11.3 KM 3335624.7 |
 BJ4852|---------------------------------------------------------------------|
 BJ4852
 BJ4852                          SUPERSEDED SURVEY CONTROL
 BJ4852
 BJ4852  NAD 83(1986)-  30 36 27.33805(N)    091 23 19.35802(W) AD(       ) 1
 BJ4852  NAD 27      -  30 36 26.66100(N)    091 23 18.95300(W) AD(       ) 1
 BJ4852  NGVD 29 (07/19/86)   10.5    (m)           34.     (f) VERT ANG       
 BJ4852
 BJ4852.Superseded values are not recommended for survey control.
 BJ4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4852.See file dsdata.txt to determine how the superseded data were derived.
 BJ4852
 BJ4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5446087220(NAD 83)
 BJ4852_MARKER: DS = TRIANGULATION STATION DISK
 BJ4852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4852
 BJ4852  HISTORY     - Date     Condition        Report By
 BJ4852  HISTORY     - 1929     MONUMENTED       CGS
 BJ4852  HISTORY     - 1935     GOOD             CGS
 BJ4852  HISTORY     - 1960     GOOD             CGS
 BJ4852  HISTORY     - 1966     SEE DESCRIPTION  CGS
 BJ4852
 BJ4852                          STATION DESCRIPTION
 BJ4852
 BJ4852'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4852'ABOUT 7 MILES SE OF NEW ROADS, AND 2-1/2 MILES SW OF TOWN OF
 BJ4852'GLYNN, IN AREA ENCLOSED BY FALSE RIVER, WHICH IS KNOWN LOCALLY
 BJ4852'AS THE ISLAND, ON LAND OWNED BY J.O. LE BEAU, 18.1 METERS
 BJ4852'(59 FEET) N OF FENCE ALONG N SIDE OF ROAD, NEAR SE CORNER OF
 BJ4852'FARMYARD, 18.3 METERS (60 FEET) W OF 20-INCH PECAN TREE, AND
 BJ4852'10.1 METERS (33 FEET) S OF 30-INCH TRIPLE PECAN TREE.
 BJ4852'
 BJ4852'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 BJ4852'SET IN CONCRETE.
 BJ4852'
 BJ4852'REFERENCE MARK NO. 1 IS 4.6 METERS (15 FEET) E OF CENTER LINE
 BJ4852'OF ROAD, AND 113.6 FEET FROM STATION S 35 DEG 53 MIN E.
 BJ4852'
 BJ4852'REFERENCE MARK NO. 2 IS 6.8 METERS (22 FEET) SE OF 20-INCH
 BJ4852'PECAN TREE, 0.6 METER (2 FEET) N OF FENCE ALONG N SIDE OF
 BJ4852'ROAD, AND 111.1 FEET FROM STATION S 48 DEG 32 MIN W.
 BJ4852
 BJ4852                          STATION RECOVERY (1935)
 BJ4852
 BJ4852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ4852'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BJ4852'CONDITION.  MINOR CHANGES IN THE DESCRIPTION AS FOLLOWS--
 BJ4852'
 BJ4852'THIS STATION IS 60 FEET N OF THE N RIGHT-OF-WAY FENCE OF THE
 BJ4852'HIGHWAY.  60 FEET W OF A 20-INCH PECAN TREE, 1/2 FOOT E OF THE
 BJ4852'E FENCE OF MR. LE BEAUS FARMYARD.  42 FEET SSE OF THE SE CORNER
 BJ4852'OF THE PORCH OF THE FARMHOUSE.  AND PROJECTS 4 INCHES.  NOTE
 BJ4852'THAT THE TRIPLE PECAN TREE N OF THE STATION IS GONE AND THAT
 BJ4852'A NEW HOUSE HAS BEEN BUILT SINCE THE STATION WAS ESTABLISHED.
 BJ4852'
 BJ4852'REFERENCE MARK NO. 1 IS SE OF THE STATION, 15 FEET S (NOT E
 BJ4852'AS ORIGINALLY DESCRIBED) OF THE CENTER LINE OF THE HIGHWAY, IN
 BJ4852'THE E EDGE OF A FARM ROAD, 150.89 FEET ESE OF REFERENCE MARK
 BJ4852'NO. 2.  AND PROJECTS 6 INCHES.
 BJ4852'
 BJ4852'REFERENCE MARK NO. 2 IS SW OF THE STATION.  22 FEET SE OF A
 BJ4852'20-INCH PECAN.  2 FEET N OF THE N RIGHT-OF-WAY FENCE OF THE
 BJ4852'HIGHWAY.  AND PROJECTS 5 INCHES.
 BJ4852'
 BJ4852'THE DIRECTIONS TO THE REFERENCE MARKS WERE NOT CHECKED AS IT
 BJ4852'WAS NECESSARY TO OCCUPY THE STATION ECCENTRICALLY.
 BJ4852'
 BJ4852'THE DISTANCE BETWEEN REFERENCE MARKS IS 150.89 FEET.
 BJ4852'
 BJ4852'THE DISTANCE CHECKED AS FOLLOWS--REFERENCE MARK NO. 1, 113.58
 BJ4852'FEET.  REFERENCE MARK NO. 2, 111.03 FEET.
 BJ4852'
 BJ4852'A LIGHT 126 FEET ABOVE NEW ROADS EAST BASE COMES INTO VIEW
 BJ4852'116 FEET ABOVE THIS STATION.  LIGHTS 126 FEET ABOVE RAGUSA
 BJ4852'AND VIGNES COME INTO VIEW 77 FEET ABOVE THIS STATION.
 BJ4852
 BJ4852                          STATION RECOVERY (1960)
 BJ4852
 BJ4852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ4852'THE STATION WAS VISITED 2-10-60 AND THE STATION WAS FOUND
 BJ4852'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED PRIOR
 BJ4852'TO THIS DATE BY ROAD CONSTRUCTION, THE DISK WAS NOT FOUND,
 BJ4852'REFERENCE MARK NO. 2 WAS FOUND DISTURBED, THE DISK WAS STAMPED
 BJ4852'NO. 3 AND USED TO ESTABLISH REFERENCE MARK NO. 3.  REFERENCE
 BJ4852'MARKS NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.  AN AZIMUTH
 BJ4852'MARK WAS NOT ESTABLISHED IN 1929 AND SINCE THERE WAS NO VISIBLE
 BJ4852'INTERSECTION STATION, ONLY THE DIRECTION BETWEEN THE MARKS
 BJ4852'WERE TAKEN AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 BJ4852'
 BJ4852'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF NEW ROADS AND
 BJ4852'ABOUT 1 MILE NORTHWEST OF THE ROUGON SCHOOL AND IN AN AREA
 BJ4852'LOCALLY KNOWN AS THE ISLAND, ON PROPERTY OWNED BY MRS. J.O.
 BJ4852'LE BEAU, AND IN A FENCE LINE BETWEEN HER YARD AND A LARGE
 BJ4852'VACANT LOT TO THE EAST ALSO ONED BY HER.  IT IS 89 FEET NORTH
 BJ4852'OF THE CENTERLINE OF STATE HIGHWAY 414, 42 FEET SOUTH-SOUTHEAST
 BJ4852'OF THE SOUTHEAST CORNER OF MRS. LE BEAU HOUSE, 47 FEET NORTH
 BJ4852'OF A T FENCE CORNER, 43.5 FEET NORTH-NORTHWEST OF A 2-FOOT
 BJ4852'PECAN TREE, 95 FEET SOUTHWEST OF A 3-FOOT PECAN TREE, AND
 BJ4852'48.5 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF
 BJ4852'THE LE BEAU HOUSE.  IT IS A STANDARD DISK, STAMPED CHENAL
 BJ4852'1929, PROJECTING 6 INCHES.
 BJ4852'
 BJ4852'REFERENCE MARK NO. 3 IS 146.38 FEET SOUTHEAST OF THE STATION,
 BJ4852'40.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 414, 99 FEET
 BJ4852'WEST OF THE CENTER OF A DRIVEWAY TO A SMALL WHITE HOUSE WHICH
 BJ4852'IS EAST OF THE VACANT LOT, 1 FOOT SOUTH OF A RIGHT-OF-WAY
 BJ4852'FENCE, 8 FEET SOUTH OF A 2-FOOT PECAN TREE, 88.5 FEET WEST OF
 BJ4852'A POWER POLE IN THE FRONT OF THE WHITE HOUSE, 63 FEET WEST OF
 BJ4852'THE PROJECTED PLANE OF THE WEST WALL OF A SMALL WHITE HOUSE,
 BJ4852'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BJ4852'DISK, STAMPED CHENAL NO 3 1929, PROJECTING 3 INCHES.
 BJ4852'
 BJ4852'REFERENCE MARK NO. 4 IS 47.76 FEET SOUTH OF THE STATION, 41
 BJ4852'FEET NORTH OF THE CENTER OF STATE HIGHWAY 414, 1 FOOT SOUTH
 BJ4852'OF A RIGHT-OF-WAY FENCE LINE, 1 FOOT EAST OF A T FENCE CORNER
 BJ4852'AT THE SOUTHEAST CORNER OF MRS LE BEAUS YARD, 74 FEET EAST OF
 BJ4852'THE CENTER OF THE DRIVEWAY TO THE LE BEAUS HOUSE, 25 FEET EAST
 BJ4852'OF THE PROJECTED PLANE OF THE EAST WALL OF THE LE BEAU HOUSE,
 BJ4852'24 FEET EAST-SOUTHEAST OF A 2 FOOT PECAN TREE, AND 1 FOOT WEST
 BJ4852'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BJ4852'CHENAL NO 4 1929, PROJECTING 4 INCHES.
 BJ4852'
 BJ4852'THE DISTANCE BETWEEN REFERENCE MARKS NO. 3 AND NO. 4 IS 139.95
 BJ4852'FEET.
 BJ4852'
 BJ4852'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 983 AND
 BJ4852'416 AT ROUGON SCHOOL AT ROUGON, GO NORTH ON STATE HIGHWAY 983 FOR
 BJ4852'0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY 414, TURN LEFT
 BJ4852'AND GO WEST FOR 0.7 MILE ON STATE HIGHWAY 414 TO THE L.O.
 BJ4852'LE BEAU HOUSE AND STATION ON THE RIGHT.
 BJ4852
 BJ4852                          STATION RECOVERY (1966)
 BJ4852
 BJ4852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4852'STATION MARK, REFERENCE MARKS NUMBER 3 AND 4 WERE RECOVERED
 BJ4852'AND ARE IN GOOD CONDITION.
 BJ4852'
 BJ4852'ACCORDING TO THE 1960 RECOVERY NOTE, AN AZIMUTH MARK WAS NOT
 BJ4852'ESTABLISHED IN 1929 NOR IN 1960.
 BJ4852'
 BJ4852'DISTANCE TO THE REFERENCE MARKS NUMBER 3 AND 4 AND THE ANGLE
 BJ4852'BETWEEN THE MARKS CHECKED ADEQUATELY.
 BJ4852'
 BJ4852'MR. H.J. ALEXANDER, WHO OWNS THE PROPERTY ON WHICH THE STATION
 BJ4852'IS ESTABLISHED, REQUESTED THE STATION MARK BE REMOVED FROM
 BJ4852'HIS YARD, ALSO REFERENCE MARK NUMBER 3 BE REMOVED.
 BJ4852'
 BJ4852'A NEW STATION, CHENAL 2 HAS BEEN ESTABLISHED, EAST OF THE
 BJ4852'1929 STATION MARK, INSIDE A SMALL PASTURE LOT.  THE NEW STATION
 BJ4852'MARK IS STILL ON THE ALEXANDER PROPERTY.
 BJ4852'
 BJ4852'A TRAVERSE CONNECTION WAS MADE TO STATION CHENAL 2.
 BJ4852'
 BJ4852'STATION SURFACE MARK HAS BEEN REMOVED, BUT THE SUBSURFACE
 BJ4852'MARK IS STILL IN PLACE.
 BJ4852'
 BJ4852'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4852'
 BJ4852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST
 BJ4852'OF ROUGON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4853 ***********************************************************************
 BJ4853  DESIGNATION -  CHENAL 2
 BJ4853  PID         -  BJ4853
 BJ4853  STATE/COUNTY-  LA/POINTE COUPEE
 BJ4853  USGS QUAD   -  ERWINVILLE (1980)
 BJ4853
 BJ4853                         *CURRENT SURVEY CONTROL
 BJ4853  ___________________________________________________________________
 BJ4853* NAD 83(1992)-  30 36 27.30490(N)    091 23 18.31256(W)     ADJUSTED  
 BJ4853* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 BJ4853  ___________________________________________________________________
 BJ4853  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BJ4853  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4853
 BJ4853  HORZ ORDER  -  FIRST
 BJ4853
 BJ4853.The horizontal coordinates were established by classical geodetic methods
 BJ4853.and adjusted by the National Geodetic Survey in January 1993..
 BJ4853
 BJ4853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4853
 BJ4853.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4853
 BJ4853.The geoid height was determined by GEOID03.
 BJ4853
 BJ4853;                    North         East     Units Scale Factor Converg.
 BJ4853;SPC LA S     -   233,619.305   994,717.651   MT  0.99998165   -0 01 39.2
 BJ4853;SPC LA S     -   766,466.00  3,263,502.83   sFT  0.99998165   -0 01 39.2
 BJ4853;UTM  15      - 3,387,220.187   654,487.465   MT  0.99989442   +0 49 14.5
 BJ4853
 BJ4853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4853!SPC LA S     -   1.00000270  x   0.99998165  =   0.99998435
 BJ4853!UTM  15      -   1.00000270  x   0.99989442  =   0.99989712
 BJ4853
 BJ4853|---------------------------------------------------------------------|
 BJ4853| PID    Reference Object                     Distance      Geod. Az  |
 BJ4853|                                                           dddmmss.s |
 BJ4853| CW1205 CHENAL 2 RM 5                        33.116 METERS 14706     |
 BJ4853| CW1204 CHENAL 2 AZ MK                                     1631232.9 |
 BJ4853| CW1203 CHENAL RM 4                          28.835 METERS 24116     |
 BJ4853| BJ4852 CHENAL                               27.953 METERS 27055     |
 BJ4853|---------------------------------------------------------------------|
 BJ4853
 BJ4853                          SUPERSEDED SURVEY CONTROL
 BJ4853
 BJ4853  NAD 83(1986)-  30 36 27.32364(N)    091 23 18.30883(W) AD(       ) 1
 BJ4853  NAD 27      -  30 36 26.64663(N)    091 23 17.90377(W) AD(       ) 1
 BJ4853  NGVD 29 (07/19/86)   10.1    (m)           33.     (f) VERT ANG       
 BJ4853
 BJ4853.Superseded values are not recommended for survey control.
 BJ4853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4853.See file dsdata.txt to determine how the superseded data were derived.
 BJ4853
 BJ4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5448787220(NAD 83)
 BJ4853_MARKER: DS = TRIANGULATION STATION DISK
 BJ4853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4853
 BJ4853  HISTORY     - Date     Condition        Report By
 BJ4853  HISTORY     - 1966     MONUMENTED       CGS
 BJ4853
 BJ4853                          STATION DESCRIPTION
 BJ4853
 BJ4853'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4853'STATION IS LOCATED ABOUT 5 MILES NORTH OF ERWINVILLE, 1 MILE
 BJ4853'WEST OF ROUGON, ON LAND WHICH IS OWNED AND OCCUPIED BY A
 BJ4853'MR. H.J. ALEXANDER.  MARK IS 119.5 FEET EAST-SOUTHEAST OF
 BJ4853'THE ALEXANDER HOUSE, 84 FEET NORTH OF THE CENTER OF STATE
 BJ4853'HIGHWAY 414, 76.8 FEET WEST OF A NORTH-SOUTH FENCE LINE, 74.5
 BJ4853'FEET EAST OF A NORTH-SOUTH FENCE LINE, 30.8 FEET SOUTHWEST OF
 BJ4853'A 26-INCH PECAN TREE WHICH HAS A SMALL TRIANGLE BLAZE ON THE
 BJ4853'WEST SIDE.  29.1 FEET NORTH OF AN EAST-WEST FENCE LINE AND
 BJ4853'MARK IS INSIDE A SMALL HORSE LOT WHICH IS BETWEEN THE
 BJ4853'ALEXANDER HOUSE AND ANOTHER HOUSE TO THE EAST.
 BJ4853'
 BJ4853'STATION MARK DISK IS A STANDARD STATION MARK DISK, STAMPED
 BJ4853'CHENAL 2 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BJ4853'THAT IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4853'
 BJ4853'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK,
 BJ4853'STAMPED CHENAL NO 4 1929, SET IN THE TOP OF A SQUARE CONCRETE
 BJ4853'MONUMENT THAT PROJECTS ABOUT 2 INCHES.  MARK IS 79-1/2
 BJ4853'FEET EAST OF THE CENTER OF A DRIVEWAY WHICH LEADS TO THE
 BJ4853'ALEXANDER HOUSE, 41 FEET NORTH OF THE CENTER OF STATE
 BJ4853'HIGHWAY 414, 17.5 FEET WEST OF A FENCE CORNER AND THE MARK IS
 BJ4853'IN THE FRONT YARD OF THE ALEXANDER HOME.
 BJ4853'
 BJ4853'REFERENCE MARK NUMBER 5 IS A STANDARD REFERENCE MARK DISK,
 BJ4853'STAMPED CHENAL 2 NO 5 1966 SET IN THE TOP OF A ROUND CONCRETE
 BJ4853'MONUMENT THAT PROJECTS ABOUT 2 INCHES.  MARK IS 78.0 FEET
 BJ4853'WEST OF A POWERLINE POLE 73, 35 FEET SOUTH OF THE CENTER OF
 BJ4853'STATE HIGHWAY 414, 0.8 FEET NORTH OF AN EAST-WEST BARBED WIRE
 BJ4853'FENCE LINE AND ABOUT 3 FEET LOWER ELEVATION THAN HIGHWAY 414.
 BJ4853'
 BJ4853'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CHENAL
 BJ4853'2 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 BJ4853'PROJECTS ABOUT 3 INCHES.  MARK IS 126.2 FEET EAST OF A
 BJ4853'POWERLINE POLE 7, 102.0 FEET WEST OF A POWERLINE POLE, 46
 BJ4853'1/2 FEET NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY
 BJ4853'416, 2.0 FEET EAST OF A METAL WITNESS POST AND 1.0 FEET
 BJ4853'SOUTH-SOUTHWEST OF WOVEN WIRE FENCE LINE.
 BJ4853'
 BJ4853'STATION IS REACHED FROM THE POST OFFICE AND HIGH SCHOOL
 BJ4853'IN ROUGON.  GO WEST ON STATE HIGHWAY 983 FOR 0.65 MILE TO
 BJ4853'THE JUNCTION WITH STATE HIGHWAY 416.  CONTINUE WEST ON THE
 BJ4853'HIGHWAY 416 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 BJ4853'AS DESCRIBED.  CONTINUE WEST, ON HIGHWAY FOR 0.65 MILE TO
 BJ4853'THE WEST JUNCTION OF STATE HIGHWAYS 416 AND 413.  TURN RIGHT
 BJ4853'AND GO NORTH ON HIGHWAY 413 FOR 0.5 MILE TO THE JUNCTION OF
 BJ4853'STATE HIGHWAYS 413 AND 414.  TURN RIGHT AND GO EAST ON
 BJ4853'HIGHWAY 414 FOR 0.5 MILE TO THE STATION ON THE RIGHT, AS
 BJ4853'DESCRIBED ABOVE.
 BJ4853'
 BJ4853'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5124 ***********************************************************************
 BJ5124  DESIGNATION -  CHENE
 BJ5124  PID         -  BJ5124
 BJ5124  STATE/COUNTY-  LA/ST MARTIN
 BJ5124  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ5124
 BJ5124                         *CURRENT SURVEY CONTROL
 BJ5124  ___________________________________________________________________
 BJ5124* NAD 83(1992)-  30 08 44.06676(N)    091 32 02.13446(W)     ADJUSTED  
 BJ5124* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BJ5124  ___________________________________________________________________
 BJ5124  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ5124  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ5124
 BJ5124  HORZ ORDER  -  FIRST
 BJ5124
 BJ5124.The horizontal coordinates were established by classical geodetic methods
 BJ5124.and adjusted by the National Geodetic Survey in January 1993..
 BJ5124
 BJ5124.The orthometric height was scaled from a topographic map.
 BJ5124
 BJ5124.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5124
 BJ5124.The geoid height was determined by GEOID03.
 BJ5124
 BJ5124;                    North         East     Units Scale Factor Converg.
 BJ5124;SPC LA S     -   182,419.569   980,675.231   MT  0.99992892   -0 06 01.1
 BJ5124;SPC LA S     -   598,488.20  3,217,431.99   sFT  0.99992892   -0 06 01.1
 BJ5124;UTM  15      - 3,335,823.669   641,200.283   MT  0.99984598   +0 44 11.0
 BJ5124
 BJ5124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5124!SPC LA S     -   1.00000410  x   0.99992892  =   0.99993302
 BJ5124!UTM  15      -   1.00000410  x   0.99984598  =   0.99985008
 BJ5124
 BJ5124:                Primary Azimuth Mark                     Grid Az
 BJ5124:SPC LA S     -  CHENE AZ MK                              137 14 29.5
 BJ5124:UTM  15      -  CHENE AZ MK                              136 24 17.4
 BJ5124
 BJ5124|---------------------------------------------------------------------|
 BJ5124| PID    Reference Object                     Distance      Geod. Az  |
 BJ5124|                                                           dddmmss.s |
 BJ5124| CW1206 CHENE AZ MK                                        1370828.4 |
 BJ5124| CW1207 CHENE RM 1                           40.563 METERS 22742     |
 BJ5124| CW1208 CHENE RM 2                           41.624 METERS 32552     |
 BJ5124|---------------------------------------------------------------------|
 BJ5124
 BJ5124                          SUPERSEDED SURVEY CONTROL
 BJ5124
 BJ5124  NAD 83(1986)-  30 08 44.08624(N)    091 32 02.13126(W) AD(       ) 1
 BJ5124  NAD 27      -  30 08 43.36617(N)    091 32 01.71518(W) AD(       ) 1
 BJ5124
 BJ5124.Superseded values are not recommended for survey control.
 BJ5124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5124.See file dsdata.txt to determine how the superseded data were derived.
 BJ5124
 BJ5124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4120035824(NAD 83)
 BJ5124_MARKER: P = PIPE CAP
 BJ5124_SETTING: 0 = UNSPECIFIED SETTING
 BJ5124
 BJ5124  HISTORY     - Date     Condition        Report By
 BJ5124  HISTORY     - 1935     MONUMENTED       USE
 BJ5124  HISTORY     - 1946     GOOD             BAKER
 BJ5124  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5124  HISTORY     - 1968     MARK NOT FOUND   CGS
 BJ5124
 BJ5124                          STATION DESCRIPTION
 BJ5124
 BJ5124'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BJ5124'IN THE SETTLEMENT OF BAYOU CHENE AT THE S END OF AND ON THE W
 BJ5124'BANK OF LAKE MONGOULOIS, AT THE JUNCITON OF BAYOU CHENE AND
 BJ5124'BAYOU CREEK CHENE, 57 FEET N OF A 48-INCH HACKBERRY TREE, AND
 BJ5124'72 FEET NE OF THE NE FENCE CORNER OF A HOG LOT.  THE STATION IS
 BJ5124'MARKED BY A BRONZE CAP SET ON AN IRON PIPE WHICH IS ANCHORED IN
 BJ5124'CONCRETE.  THE MARK PROJECTS 20 INCHES ABOVE THE GROUND.
 BJ5124'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK SET IN
 BJ5124'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF
 BJ5124'CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 BJ5124'THE MARSH SET FLUSH WITH THE GROUND, IS IN THE HOG LOT, 1 FOOT
 BJ5124'E OF THE FENCE LINE AT THE W SIDE OF THE HOG LOT, AND
 BJ5124'133.08 FEET (40.56 METERS) FROM THE STATION S 47 DEG
 BJ5124'42 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 BJ5124'REFERENCE DISK SET IN CONCRETE AT THE TOP OF A TILE WHICH IS
 BJ5124'FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF A LONG
 BJ5124'WOODEN PILE DRIVEN INTO THE MARSH, AND PROJECTS 6 INCHES.  IS
 BJ5124'NEAR THE GATEPOST, 3 FEET S OF THE E-W FENCE LINE, 203.75 FEET
 BJ5124'(62.10 METERS) FROM REFERENCE MARK NO. 1 AND 136.56 FEET
 BJ5124'(41.62 METERS) FROM THE STATION N 34 DEG 08 MIN W.
 BJ5124'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN
 BJ5124'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF
 BJ5124'CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 BJ5124'INTO THE MARSH, AND PROJECTS 10 INCHES.  IS ON THE LEVEE ON
 BJ5124'THE S BANK OF BAYOU CHENE AT THE POINT WHERE A BRICK HOUSE
 BJ5124'FORMERLY STOOD, 300 FEET E OF THE HOUSE, 13 FEET N OF ONE 16-INCH
 BJ5124'HACKBERRY TREE, 36 FEET W OF ANOTHER 16-INCH HACKBERRY TREE,
 BJ5124'AND APPROXIMATELY 0.2 MILE FROM THE STATION
 BJ5124'S 42 DEG 52 MIN E.
 BJ5124
 BJ5124                          STATION RECOVERY (1946)
 BJ5124
 BJ5124'RECOVERY NOTE BY M BAKER JR INCORPORATED 1946 (PJM)
 BJ5124'DUE TO SAND DEPOSITS AND REMOVAL OF FENCES, THE ORIGINAL
 BJ5124'DESCRIPTION IS WORTHLESS.  THIS MONUMENT WAS FOUND BY A BEARING
 BJ5124'AND TAPED MEASUREMENT FROM P.B.M. CASE.  IT IS NOW ABOUT 4 FEET
 BJ5124'BELOW THE GROUND.  IT HAS THE REMAINS OF A STEEL PIPE OR CAN
 BJ5124'AROUND IT.
 BJ5124
 BJ5124                          STATION RECOVERY (1957)
 BJ5124
 BJ5124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5124'THE STATION MARK AND REFERENCE MARKS WERE NOT RECOVERED AFTER A
 BJ5124'THOROUGH SEARCH.  ALL MARKS ARE BURIED BENEATH THE SILT AND ALL
 BJ5124'WITNESS POINTS HAVE BEEN DESTROYED.  THE PUBLISHED DESCRIPTION
 BJ5124'IS INADEQUATE FOR RECOVERY OF THE STATION.
 BJ5124
 BJ5124                          STATION RECOVERY (1968)
 BJ5124
 BJ5124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JFS)
 BJ5124'NONE OF THE MARKS WERE FOUND.  A BARGE CANAL ABOUT 100 FT. WIDE
 BJ5124'HAS BEEN DUG THROUGH THE VICINITY OF THE STATION AND MAY HAVE
 BJ5124'DESTROYED EITHER THE REFERENCE MARKS OR THE STATION MARK.
 BJ5124'
 BJ5124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 BJ5124'SETTLEMENT OF BAYOU CHENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2605 ***********************************************************************
 BX2605  DESIGNATION -  CHENEYVILLE
 BX2605  PID         -  BX2605
 BX2605  STATE/COUNTY-  LA/RAPIDES
 BX2605  USGS QUAD   -  CHENEYVILLE (1992)
 BX2605
 BX2605                         *CURRENT SURVEY CONTROL
 BX2605  ___________________________________________________________________
 BX2605* NAD 83(1992)-  31 00 16.60755(N)    092 16 51.01400(W)     ADJUSTED  
 BX2605* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BX2605  ___________________________________________________________________
 BX2605  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BX2605  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX2605
 BX2605  HORZ ORDER  -  FIRST
 BX2605
 BX2605.The horizontal coordinates were established by classical geodetic methods
 BX2605.and adjusted by the National Geodetic Survey in January 1993..
 BX2605
 BX2605.The orthometric height was scaled from a topographic map.
 BX2605
 BX2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2605
 BX2605.The geoid height was determined by GEOID03.
 BX2605
 BX2605;                    North         East     Units Scale Factor Converg.
 BX2605;SPC LA N     -    55,972.096 1,020,930.809   MT  1.00004069   +0 06 57.1
 BX2605;SPC LA N     -   183,635.12  3,349,503.83   sFT  1.00004069   +0 06 57.1
 BX2605;UTM  15      - 3,430,335.139   568,653.185   MT  0.99965814   +0 22 13.7
 BX2605
 BX2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2605!SPC LA N     -   1.00000095  x   1.00004069  =   1.00004164
 BX2605!UTM  15      -   1.00000095  x   0.99965814  =   0.99965909
 BX2605
 BX2605|---------------------------------------------------------------------|
 BX2605| PID    Reference Object                     Distance      Geod. Az  |
 BX2605|                                                           dddmmss.s |
 BX2605| CY4042 CHENEYVILLE RM 2                     44.693 METERS 09453     |
 BX2605| BK2627 BUNKIE MUN TANK                     APPROX.11.1 KM 1204118.9 |
 BX2605| BX2607 CHENEYVILLE MICROWAVE KLM 90        APPROX. 3.4 KM 3021234.0 |
 BX2605| BX2606 CHENEYVILLE MUN TANK                APPROX. 1.4 KM 3045427.5 |
 BX2605| CY4040 CHENEYVILLE AZ MK                                  3064324.3 |
 BX2605| CY4041 CHENEYVILLE RM 1                     32.263 METERS 35803     |
 BX2605|---------------------------------------------------------------------|
 BX2605
 BX2605                          SUPERSEDED SURVEY CONTROL
 BX2605
 BX2605  NAD 83(1986)-  31 00 16.62733(N)    092 16 51.00810(W) AD(       ) 1
 BX2605  NAD 27      -  31 00 15.94025(N)    092 16 50.54080(W) AD(       ) 1
 BX2605
 BX2605.Superseded values are not recommended for survey control.
 BX2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2605.See file dsdata.txt to determine how the superseded data were derived.
 BX2605
 BX2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6865330335(NAD 83)
 BX2605_MARKER: DS = TRIANGULATION STATION DISK
 BX2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2605
 BX2605  HISTORY     - Date     Condition        Report By
 BX2605  HISTORY     - 1969     MONUMENTED       CGS
 BX2605  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2605
 BX2605                          STATION DESCRIPTION
 BX2605
 BX2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2605'THE STATION IS ABOUT 9-1/2 MILES SOUTHWEST OF HESSMER, 6 MILES
 BX2605'NORTHWEST OF BUNKIE AND 3/4 MILE SOUTH OF CHENEYVILLE, ON
 BX2605'PROPERTY OWNED BY MR. W.R.DYER AND AT THE NORTH END OF A SMALL
 BX2605'PRIVATE AIRFIELD.
 BX2605'
 BX2605'TO REACH THE STATION FROM THE INTERSECTION OF FRONT (U.S.
 BX2605'HIGHWAY 71) AND SCOTT STREETS IN CHENEYVILLE, (TO REACH THE
 BX2605'AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO SOUTH ON SCOTT
 BX2605'STREET FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BX2605'SOUTHEAST ON PAVED ROAD FOR 0.2 MILE TO THE END OF THE ROAD AND
 BX2605'THE AZIMUTH MARK ON THE LEFT.) GO SOUTHEAST ON FRONT STREET FOR
 BX2605'0.55 MILE TO A SIDE ROAD RIGHT AND THE CHENEYVILLE HOSPITAL ON
 BX2605'THE LEFT, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.15
 BX2605'MILE TO A SET OF RAILROAD TRACKS, CROSS TRACKS AND CONTINUE
 BX2605'SOUTH ON GRAVELED ROAD TO A GATE AND THE STATION ON THE
 BX2605'LEFT.
 BX2605'
 BX2605'THE STATION MARK IS A STANDARD DISK, STAMPED CHENEYVILLE 1969,
 BX2605'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS
 BX2605'FLUSH WITH THE GROUND.  IT IS 97.5 FEET NORTH-NORTHEAST OF A
 BX2605'CORNER FENCE AND GATE POST, 34.5 FEET EAST OF A FENCE, 25 FEET
 BX2605'EAST OF THE CENTER OF A TRACK ROAD AND 220 FEET SOUTH OF A
 BX2605'POWER POLE AT THE SOUTHWEST CORNER OF A SMALL AIRPLANE HANGER.
 BX2605'
 BX2605'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHENEYVILLE NO 1
 BX2605'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BX2605'WHICH IS FLUSH WITH THE GROUND.  IT IS 124 FEET SOUTH-SOUTHWEST OF
 BX2605'THE POWER POLE, 30.5 FEET EAST OF THE FENCE AND 20 FEET EAST OF
 BX2605'THE CENTER OF THE TRACK ROAD.
 BX2605'
 BX2605'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHENEYVILLE NO 2
 BX2605'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 BX2605'IS FLUSH WITH THE GROUND.  IT IS 179.5 FEET SOUTH OF THE SOUTHEAST
 BX2605'CORNER OF THE HANGER AND WIND SOCK POLE, 172 FEET EAST OF THE
 BX2605'CENTER OF THE TRACK ROAD AND 11 FEET WEST OF A CORNER FENCE POST.
 BX2605'
 BX2605'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHENEYVILLE 1969,
 BX2605'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2605'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 16 FEET EAST OF A ROUND
 BX2605'TRANSFORMER HOUSE ABOUT 8 FEET HIGH, 7.5 FEET SOUTH-SOUTHWEST
 BX2605'OF THE SOUTH RAIL, 7 FEET EAST OF A TELEGRAPH POLE AND 3 FEET
 BX2605'EAST OF A METAL WITNESS POST.
 BX2605
 BX2605                          STATION RECOVERY (1999)
 BX2605
 BX2605'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2607 ***********************************************************************
 BX2607  DESIGNATION -  CHENEYVILLE MICROWAVE KLM 90
 BX2607  PID         -  BX2607
 BX2607  STATE/COUNTY-  LA/RAPIDES
 BX2607  USGS QUAD   -  CHENEYVILLE (1992)
 BX2607
 BX2607                         *CURRENT SURVEY CONTROL
 BX2607  ___________________________________________________________________
 BX2607* NAD 83(1992)-  31 01 14.67915(N)    092 18 38.07337(W)     ADJUSTED  
 BX2607* NAVD 88     -                                                        
 BX2607  ___________________________________________________________________
 BX2607  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BX2607  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX2607
 BX2607  HORZ ORDER  -  THIRD
 BX2607
 BX2607.The horizontal coordinates were established by classical geodetic methods
 BX2607.and adjusted by the National Geodetic Survey in January 1993..
 BX2607
 BX2607
 BX2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2607
 BX2607.The geoid height was determined by GEOID03.
 BX2607
 BX2607;                    North         East     Units Scale Factor Converg.
 BX2607;SPC LA N     -    57,755.247 1,018,087.535   MT  1.00003629   +0 06 00.5
 BX2607;SPC LA N     -   189,485.34  3,340,175.52   sFT  1.00003629   +0 06 00.5
 BX2607;UTM  15      - 3,432,104.947   565,803.098   MT  0.99965341   +0 21 19.1
 BX2607
 BX2607                          SUPERSEDED SURVEY CONTROL
 BX2607
 BX2607  NAD 83(1986)-  31 01 14.69898(N)    092 18 38.06733(W) AD(       ) 4
 BX2607  NAD 27      -  31 01 14.01340(N)    092 18 37.59621(W) AD(       ) 3
 BX2607
 BX2607.Superseded values are not recommended for survey control.
 BX2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2607.See file dsdata.txt to determine how the superseded data were derived.
 BX2607
 BX2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6580332105(NAD 83)
 BX2607_MARKER: 45 = MICROWAVE TOWER
 BX2607
 BX2607  HISTORY     - Date     Condition        Report By
 BX2607  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2607  HISTORY     - 19990424 GOOD             USPSQD
 BX2607
 BX2607                          STATION DESCRIPTION
 BX2607
 BX2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2607'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP OF THE
 BX2607'CHENEYVILLE KLM 90 MICROWAVE TOWER.  IT IS A FOUR LEGGED STEEL
 BX2607'STRUCTURE, PAINTED ALTERNATE RED AND WHITE IN COLOR.  THE
 BX2607'TOWER HAS THREE SETS OF RED LIGHTS AT VARIOUS POINTS ON THE
 BX2607'TOWER AND HAS FOUR CONES AT THE TOP.
 BX2607'
 BX2607'TO REACH THE STATION FROM THE POST OFFICE IN CHENEYVILLE, GO
 BX2607'WEST FOR 0.1 MILE, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 71
 BX2607'FOR 1.35 MILE TO THE STATION ON THE RIGHT.
 BX2607
 BX2607                          STATION RECOVERY (1999)
 BX2607
 BX2607'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2606 ***********************************************************************
 BX2606  DESIGNATION -  CHENEYVILLE MUN TANK
 BX2606  PID         -  BX2606
 BX2606  STATE/COUNTY-  LA/RAPIDES
 BX2606  USGS QUAD   -  CHENEYVILLE (1992)
 BX2606
 BX2606                         *CURRENT SURVEY CONTROL
 BX2606  ___________________________________________________________________
 BX2606* NAD 83(1992)-  31 00 42.49922(N)    092 17 34.09652(W)     ADJUSTED  
 BX2606* NAVD 88     -                                                        
 BX2606  ___________________________________________________________________
 BX2606  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BX2606  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BX2606
 BX2606  HORZ ORDER  -  THIRD
 BX2606
 BX2606.The horizontal coordinates were established by classical geodetic methods
 BX2606.and adjusted by the National Geodetic Survey in January 1993..
 BX2606
 BX2606
 BX2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2606
 BX2606.The geoid height was determined by GEOID03.
 BX2606
 BX2606;                    North         East     Units Scale Factor Converg.
 BX2606;SPC LA N     -    56,767.266 1,019,786.361   MT  1.00003872   +0 06 34.4
 BX2606;SPC LA N     -   186,243.94  3,345,749.09   sFT  1.00003872   +0 06 34.4
 BX2606;UTM  15      - 3,431,124.912   567,505.652   MT  0.99965621   +0 21 51.7
 BX2606
 BX2606                          SUPERSEDED SURVEY CONTROL
 BX2606
 BX2606  NAD 83(1986)-  31 00 42.51913(N)    092 17 34.09060(W) AD(       ) 4
 BX2606  NAD 27      -  31 00 41.83430(N)    092 17 33.62282(W) AD(       ) 3
 BX2606
 BX2606.Superseded values are not recommended for survey control.
 BX2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2606.See file dsdata.txt to determine how the superseded data were derived.
 BX2606
 BX2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6750631125(NAD 83)
 BX2606_MARKER: 53 = ELEVATED TANK
 BX2606
 BX2606  HISTORY     - Date     Condition        Report By
 BX2606  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2606  HISTORY     - 19990424 GOOD             USPSQD
 BX2606
 BX2606                          STATION DESCRIPTION
 BX2606
 BX2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2606'THE POINT INTERSECTED WAS THE BALL AT THE APEX
 BX2606'OF THE WATER TANK.  IT IS AN ELEVATED TANK SUPPORTED BY 4 STEEL
 BX2606'LEGS THAT ARE PAINTED TAN IN COLOR.  THE STEEL WATER TANK IS
 BX2606'PAINTED LIGHT GREEN IN COLOR.  THE OVERALL HEIGHT IS ABOUT
 BX2606'100 FEET.
 BX2606'
 BX2606'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 71,
 BX2606'IN THE VILLAGE OF CHENEYVILLE.
 BX2606
 BX2606                          STATION RECOVERY (1999)
 BX2606
 BX2606'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0758 ***********************************************************************
 AV0758  DESIGNATION -  CHENIER
 AV0758  PID         -  AV0758
 AV0758  STATE/COUNTY-  LA/CAMERON
 AV0758  USGS QUAD   -  CATFISH LAKE (1980)
 AV0758
 AV0758                         *CURRENT SURVEY CONTROL
 AV0758  ___________________________________________________________________
 AV0758* NAD 83(1992)-  29 49 45.36019(N)    092 52 08.56968(W)     ADJUSTED  
 AV0758* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0758  **This station is located in a subsidence area (see below).
 AV0758  ___________________________________________________________________
 AV0758  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0758  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AV0758
 AV0758  HORZ ORDER  -  THIRD
 AV0758
 AV0758.The horizontal coordinates were established by classical geodetic methods
 AV0758.and adjusted by the National Geodetic Survey in January 1993..
 AV0758
 AV0758 ** The orthometric height has not been validated since last determined
 AV0758 ** by differential leveling and should not be used for control purposes.
 AV0758 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0758 ** area with valid NAVD 88 orthometric heights.
 AV0758 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0758 ** epoch indicated which incorporates improved geoid heights for the
 AV0758 ** Southern Louisiana Subsidence area.
 AV0758 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0758.The orthometric height was scaled from a topographic map.
 AV0758
 AV0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0758
 AV0758.The geoid height was determined by GEOID03.
 AV0758
 AV0758;                    North         East     Units Scale Factor Converg.
 AV0758;SPC LA S     -   148,336.365   851,586.507   MT  0.99993020   -0 46 04.4
 AV0758;SPC LA S     -   486,666.89  2,793,913.40   sFT  0.99993020   -0 46 04.4
 AV0758;UTM  15      - 3,299,874.159   512,651.670   MT  0.99960197   +0 03 54.5
 AV0758
 AV0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0758!SPC LA S     -   1.00000385  x   0.99993020  =   0.99993405
 AV0758!UTM  15      -   1.00000385  x   0.99960197  =   0.99960582
 AV0758
 AV0758|---------------------------------------------------------------------|
 AV0758| PID    Reference Object                     Distance      Geod. Az  |
 AV0758|                                                           dddmmss.s |
 AV0758| CV9688 CHENIER RM                           53.614 METERS 27214     |
 AV0758| AV0770 JUNCT                               APPROX.13.9 KM 3222920.1 |
 AV0758|---------------------------------------------------------------------|
 AV0758
 AV0758                          SUPERSEDED SURVEY CONTROL
 AV0758
 AV0758  NAD 83(1986)-  29 49 45.38386(N)    092 52 08.55741(W) AD(       ) 3
 AV0758  NAD 27      -  29 49 44.61000(N)    092 52 08.00000(W) AD(       ) 3
 AV0758
 AV0758.Superseded values are not recommended for survey control.
 AV0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0758.See file dsdata.txt to determine how the superseded data were derived.
 AV0758
 AV0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN1265299874(NAD 83)
 AV0758_MARKER: DD = SURVEY DISK
 AV0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0758
 AV0758  HISTORY     - Date     Condition        Report By
 AV0758  HISTORY     - 1933     MONUMENTED       USGS
 AV0758  HISTORY     - 1966     GOOD             CGS
 AV0758
 AV0758                          STATION DESCRIPTION
 AV0758
 AV0758'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0758'ON E END OF LITTLE CHENIER RIDGE, ABOUT 80 FEET SW FROM THE W
 AV0758'BANK OF MERMENTAU RIVER, AT FARM JETTY, ON OUTSIDE OF FENCE
 AV0758'AROUND YARD OF FARMHOUSE ON THE N SIDE OF AND CLOSE TO A
 AV0758'LONE HACKBERRY TREE.
 AV0758'
 AV0758'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0758'CHENIER 1933.
 AV0758'
 AV0758'REFERENCE MARK IS 175.9 FEET W FROM STATION MARK ON N EDGE OF
 AV0758'TIMBER AND AT EDGE OF MARSH.  A CONCRETE POST WITH STANDARD
 AV0758'REFERENCE TABLET.
 AV0758'
 AV0758'INSTRUMENT AND SIGNAL CENTERED OVER STATION.  INSTRUMENT
 AV0758'ELEVATED 55 FEET.
 AV0758
 AV0758                          STATION RECOVERY (1966)
 AV0758
 AV0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0758'THE STATION WAS VISITED AND THE STATION MARK AND THE REFERENCE
 AV0758'MARK WAS FOUND IN GOOD CONDITION.  THE FARMHOUSE MENTIONED IN
 AV0758'THE ORIGINAL DESCRIPTION IS GONE.  A NEW DESCRIPTION FOLLOWS--
 AV0758'
 AV0758'THE STATION IS LOCATED ON THE EAST END OF LITTLE CHENIER RIDGE
 AV0758'AND ON THE SOUTH BANK OF THE MERMENTAU RIVER, 47 FEET WEST OF
 AV0758'THE WEST BANK OF A BAYOU, 38 FEET SOUTH OF THE SOUTH BANK OF THE
 AV0758'RIVER, 44 FEET WEST OF THE FENCE CORNER AND 30 FEET NORTH
 AV0758'OF A FENCE LINE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 AV0758'STAMPED CHENIER 1933, SET IN THE TOP OF A 10-INCH SQUARE
 AV0758'CONCRETE POST PROJECTING 8 INCHES.
 AV0758'
 AV0758'THE REFERENCE MARK IS 175.9 FEET WEST OF THE STATION, 37.5
 AV0758'FEET NORTHWEST OF A LONE PECAN TREE IN A FENCE LINE AND 93
 AV0758'FEET SOUTHWEST OF THE SOUTH BANK OF THE RIVER.  IT IS A
 AV0758'STANDARD USGS, DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AV0758'POST PROJECTING 4 INCHES.  THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3120 ***********************************************************************
 BK3120  DESIGNATION -  CHENNAULT
 BK3120  PID         -  BK3120
 BK3120  STATE/COUNTY-  LA/CALCASIEU
 BK3120  USGS QUAD   -  LAKE CHARLES (1994)
 BK3120
 BK3120                         *CURRENT SURVEY CONTROL
 BK3120  ___________________________________________________________________
 BK3120* NAD 83(1992)-  30 14 05.43867(N)    093 09 50.38558(W)     ADJUSTED  
 BK3120* NAVD 88     -         2.4  **(meters)       8.   **(feet)  VERTCON   
 BK3120  **This station is located in a subsidence area (see below).
 BK3120  ___________________________________________________________________
 BK3120  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK3120  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3120
 BK3120  HORZ ORDER  -  SECOND
 BK3120
 BK3120.The horizontal coordinates were established by classical geodetic methods
 BK3120.and adjusted by the National Geodetic Survey in January 1993..
 BK3120
 BK3120 ** The orthometric height has not been validated since last determined
 BK3120 ** by differential leveling and should not be used for control purposes.
 BK3120 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3120 ** area with valid NAVD 88 orthometric heights.
 BK3120 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3120 ** epoch indicated which incorporates improved geoid heights for the
 BK3120 ** Southern Louisiana Subsidence area.
 BK3120 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3120
 BK3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3120
 BK3120.The geoid height was determined by GEOID03.
 BK3120
 BK3120;                    North         East     Units Scale Factor Converg.
 BK3120;SPC LA S     -   193,705.546   823,802.661   MT  0.99993405   -0 54 55.3
 BK3120;SPC LA S     -   635,515.61  2,702,759.23   sFT  0.99993405   -0 54 55.3
 BK3120;UTM  15      - 3,344,819.815   484,220.330   MT  0.99960307   -0 04 57.3
 BK3120
 BK3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3120!SPC LA S     -   1.00000390  x   0.99993405  =   0.99993795
 BK3120!UTM  15      -   1.00000390  x   0.99960307  =   0.99960697
 BK3120
 BK3120:                Primary Azimuth Mark                     Grid Az
 BK3120:SPC LA S     -  CHENNAULT 1963 AZ MK                     082 24 16.7
 BK3120:UTM  15      -  CHENNAULT 1963 AZ MK                     081 34 18.7
 BK3120
 BK3120|---------------------------------------------------------------------|
 BK3120| PID    Reference Object                     Distance      Geod. Az  |
 BK3120|                                                           dddmmss.s |
 BK3120| BK3137 CHENNAULT 1963 AZ MK                APPROX. 0.6 KM 0812921.4 |
 BK3120| BK3097 IOWA MOTOROLA COMMUN RAD MAST       APPROX. 8.3 KM 0824835.6 |
 BK3120| BK3087 IOWA LAYNE WELLS CO MICROWAVE       APPROX. 7.6 KM 0830634.6 |
 BK3120| CV8253 CHENNAULT RM 2                       37.439 METERS 08529     |
 BK3120| BK3122 CHENNAULT AFB ORD DEPOT TANK        APPROX. 4.9 KM 1691045.0 |
 BK3120| BK3138 AIRPORT BCN LAKE CHARLES AFB        APPROX. 1.6 KM 1731650.7 |
 BK3120| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX. 5.0 KM 2640303.2 |
 BK3120| CV8252 CHENNAULT RM 1                       44.531 METERS 33237     |
 BK3120|---------------------------------------------------------------------|
 BK3120
 BK3120                          SUPERSEDED SURVEY CONTROL
 BK3120
 BK3120  NAD 83(1986)-  30 14 05.45976(N)    093 09 50.37811(W) AD(       ) 2
 BK3120  NAD 27      -  30 14 04.71700(N)    093 09 49.82985(W) AD(       ) 2
 BK3120  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 BK3120
 BK3120.Superseded values are not recommended for survey control.
 BK3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3120.See file dsdata.txt to determine how the superseded data were derived.
 BK3120
 BK3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8422044820(NAD 83)
 BK3120_MARKER: DS = TRIANGULATION STATION DISK
 BK3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3120
 BK3120  HISTORY     - Date     Condition        Report By
 BK3120  HISTORY     - 1963     MONUMENTED       CGS
 BK3120  HISTORY     - 1965     GOOD             CGS
 BK3120  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 BK3120
 BK3120                          STATION DESCRIPTION
 BK3120
 BK3120'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3120'THE STATION IS LOCATED ON THE LAKE CHARLES AIR FORCE BASE,
 BK3120'CHENNAULT FIELD.
 BK3120'
 BK3120'TO REACH THE FROM LAKE CHARLES, GO EAST ON U.S. HIGHWAY 90 TO A
 BK3120'LARGE TEXACO SERVICE STATION ON THE LEFT AND A LARGE SIGN ON
 BK3120'THE RIGHT CHENNAULT AFB, AND THE STATION AS DESCRIBED.
 BK3120'
 BK3120'THE STATION IS A STANDARD DISK STAMPED CHENNAULT 1963, SET IN A
 BK3120'10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES
 BK3120'FROM THE GROUND SURFACE.  240.0 FEET SOUTH OF THE CENTER LINE
 BK3120'OF U.S. HIGHWAY 90.  183 FEET WEST OF THE CENTER LINE OF ROAD
 BK3120'LEADING TO THE AIR FORCE BASE.
 BK3120'
 BK3120'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHENNAULT NO 1 1963,
 BK3120'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 BK3120'THE GROUND SURFACE.  IT IS 3.5 FEET WEST OF A LOUISIANA STATE
 BK3120'HIGHWAY MARKER.  95.0 FEET SOUTH OF THE CENTER LINE OF U.S.
 BK3120'HIGHWAY 90.
 BK3120'
 BK3120'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHENNAULT NO 2 1963,
 BK3120'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH
 BK3120'WITH THE GROUND SURFACE.  IT IS 41.0 FEET WEST OF CENTER LINE
 BK3120'OF ROAD LEADING TO THE AIR FORCE BASE.  2.2 FEET NORTH OF
 BK3120'POWERLINE POLE NUMBER 278.  188.0 FEET SOUTH OF JUNCTION OF
 BK3120'U.S. HIGHWAY 90 AND ROAD LEADING TO THE AIR FORCE BASE.
 BK3120'
 BK3120'AZIMUTH MARK IS A STANDARD DISK STAMPED CHENNAULT 1963, SET IN
 BK3120'A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BK3120'GROUND SURFACE.  IT IS 1.7 FEET WEST OF POWERLINE POLE NUMBER 288.
 BK3120'2.8 FEET SOUTH OF A EAST WEST FENCE LINE.  41.4 FEET NORTH OF
 BK3120'CENTER LINE OF U.S. HIGHWAY 90.
 BK3120'
 BK3120'TO REACH THE AZIMUTH FROM THE STATION GO EAST ON U.S. HIGHWAY 90
 BK3120'FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT.
 BK3120'
 BK3120'HEIGHT OF LIGHT ABOVE STATION MARK 29.65 METERS.
 BK3120
 BK3120                          STATION RECOVERY (1965)
 BK3120
 BK3120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 BK3120'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1963 DESCRIPTION IS
 BK3120'ADEQUATE.
 BK3120'
 BK3120'THE AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BK3120'CONDITION.
 BK3120'
 BK3120'REFERENCE MARK NO. 1 IS NORTHEAST 146.10 FEET.
 BK3120'
 BK3120'REFERENCE MARK NO. 2 IS EAST 122.83 FEET.
 BK3120'
 BK3120'AZIMUTH MARK IS NORTHEAST OF STATION NEXT TO THE RIGHT
 BK3120'OF WAY FENCE ON THE NORTH SIDE OF U.S. HIGHWAY 90.  IT IS
 BK3120'MARKED BY A WITNESS POST AND SIGN.
 BK3120
 BK3120                          STATION RECOVERY (2004)
 BK3120
 BK3120'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3137 ***********************************************************************
 BK3137  DESIGNATION -  CHENNAULT 1963 AZ MK
 BK3137  PID         -  BK3137
 BK3137  STATE/COUNTY-  LA/CALCASIEU
 BK3137  USGS QUAD   -  LAKE CHARLES (1994)
 BK3137
 BK3137                         *CURRENT SURVEY CONTROL
 BK3137  ___________________________________________________________________
 BK3137* NAD 83(1992)-  30 14 08.18081(N)    093 09 29.27814(W)     ADJUSTED  
 BK3137* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 BK3137  **This station is located in a subsidence area (see below).
 BK3137  ___________________________________________________________________
 BK3137  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3137  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3137
 BK3137  HORZ ORDER  -  SECOND
 BK3137
 BK3137.The horizontal coordinates were established by classical geodetic methods
 BK3137.and adjusted by the National Geodetic Survey in January 1993..
 BK3137
 BK3137 ** The orthometric height has not been validated since last determined
 BK3137 ** by differential leveling and should not be used for control purposes.
 BK3137 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3137 ** area with valid NAVD 88 orthometric heights.
 BK3137 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3137 ** epoch indicated which incorporates improved geoid heights for the
 BK3137 ** Southern Louisiana Subsidence area.
 BK3137 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3137
 BK3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3137
 BK3137.The geoid height was determined by GEOID03.
 BK3137
 BK3137;                    North         East     Units Scale Factor Converg.
 BK3137;SPC LA S     -   193,780.969   824,368.276   MT  0.99993410   -0 54 44.7
 BK3137;SPC LA S     -   635,763.06  2,704,614.92   sFT  0.99993410   -0 54 44.7
 BK3137;UTM  15      - 3,344,903.423   484,784.602   MT  0.99960286   -0 04 46.7
 BK3137
 BK3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3137!SPC LA S     -   1.00000381  x   0.99993410  =   0.99993791
 BK3137!UTM  15      -   1.00000381  x   0.99960286  =   0.99960667
 BK3137
 BK3137                          SUPERSEDED SURVEY CONTROL
 BK3137
 BK3137  NAD 83(1986)-  30 14 08.20192(N)    093 09 29.27069(W) AD(       ) 2
 BK3137  NAD 27      -  30 14 07.45894(N)    093 09 28.72300(W) AD(       ) 2
 BK3137  NGVD 29 (07/19/86)    3.     (m)           10.     (f) VERT ANG       
 BK3137
 BK3137.Superseded values are not recommended for survey control.
 BK3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3137.See file dsdata.txt to determine how the superseded data were derived.
 BK3137
 BK3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8478544903(NAD 83)
 BK3137_MARKER: DS = TRIANGULATION STATION DISK
 BK3137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3137+STABILITY: SURFACE MOTION
 BK3137
 BK3137  HISTORY     - Date     Condition        Report By
 BK3137  HISTORY     - 1965     MONUMENTED       CGS
 BK3137  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 BK3137
 BK3137                          STATION DESCRIPTION
 BK3137
 BK3137'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BK3137'AZIMUTH MARK IS A STANDARD DISK STAMPED CHENNAULT 1963, SET IN
 BK3137'A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BK3137'GROUND SURFACE.  IT IS 1.7 FEET WEST OF POWERLINE POLE NUMBER 288.
 BK3137'2.8 FEET SOUTH OF A EAST WEST FENCE LINE.  41.4 FEET NORTH OF
 BK3137'CENTER LINE OF U.S. HIGHWAY 90.
 BK3137'
 BK3137'TO REACH THE AZIMUTH FROM STATION CHENNAULT GO EAST ON U.S. HIGHWAY 90
 BK3137'FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT.
 BK3137
 BK3137                          STATION RECOVERY (2004)
 BK3137
 BK3137'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3122 ***********************************************************************
 BK3122  DESIGNATION -  CHENNAULT AFB ORD DEPOT TANK
 BK3122  PID         -  BK3122
 BK3122  STATE/COUNTY-  LA/CALCASIEU
 BK3122  USGS QUAD   -  LAKE CHARLES (1994)
 BK3122
 BK3122                         *CURRENT SURVEY CONTROL
 BK3122  ___________________________________________________________________
 BK3122* NAD 83(1992)-  30 11 29.65893(N)    093 09 16.11007(W)     ADJUSTED  
 BK3122* NAVD 88     -                                                        
 BK3122  **This station is located in a subsidence area (see below).
 BK3122  ___________________________________________________________________
 BK3122  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK3122  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3122
 BK3122  HORZ ORDER  -  THIRD
 BK3122
 BK3122.The horizontal coordinates were established by classical geodetic methods
 BK3122.and adjusted by the National Geodetic Survey in January 1993..
 BK3122
 BK3122 ** The orthometric height has not been validated since last determined
 BK3122 ** by differential leveling and should not be used for control purposes.
 BK3122 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3122 ** area with valid NAVD 88 orthometric heights.
 BK3122 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3122 ** epoch indicated which incorporates improved geoid heights for the
 BK3122 ** Southern Louisiana Subsidence area.
 BK3122 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3122
 BK3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3122
 BK3122.The geoid height was determined by GEOID03.
 BK3122
 BK3122;                    North         East     Units Scale Factor Converg.
 BK3122;SPC LA S     -   188,894.894   824,642.728   MT  0.99993126   -0 54 38.1
 BK3122;SPC LA S     -   619,732.66  2,705,515.35   sFT  0.99993126   -0 54 38.1
 BK3122;UTM  15      - 3,340,023.464   485,129.932   MT  0.99960273   -0 04 39.7
 BK3122
 BK3122                          SUPERSEDED SURVEY CONTROL
 BK3122
 BK3122  NAD 83(1986)-  30 11 29.68101(N)    093 09 16.10267(W) AD(       ) 4
 BK3122  NAD 27      -  30 11 28.92915(N)    093 09 15.55916(W) AD(       ) 3
 BK3122
 BK3122.Superseded values are not recommended for survey control.
 BK3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3122.See file dsdata.txt to determine how the superseded data were derived.
 BK3122
 BK3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8513040023(NAD 83)
 BK3122_MARKER: 53 = ELEVATED TANK
 BK3122
 BK3122  HISTORY     - Date     Condition        Report By
 BK3122  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK3122  HISTORY     - 1963     GOOD             CGS
 BK3122
 BK3122                          STATION DESCRIPTION
 BK3122
 BK3122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3122'LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF THE LAKE
 BK3122'CHARLES BUSINESS DISTRICT, 2.75 MILES SOUTH OF U.S. HIGHWAY
 BK3122'90 AT THE ORDNANCE DEPOT ON CHENNAULT AFB.  IT IS A FOUR
 BK3122'LEGGED STEEL STRUCTURE PAINTED CHECKER RED AND WHITE WITH
 BK3122'A 15,000 GALLON CAPACITY, AND A RED LIGHT AT THE APEX.  THE
 BK3122'INTERSECTING POINT WAS THE TOP CENTER.
 BK3122
 BK3122                          STATION RECOVERY (1963)
 BK3122
 BK3122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3122'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 BK3122'BY R.W.T. 1963, IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3205 ***********************************************************************
 AU3205  DESIGNATION -  CHERRY
 AU3205  PID         -  AU3205
 AU3205  STATE/COUNTY-  LA/LAFOURCHE
 AU3205  USGS QUAD   -  THIBODAUX (1983)
 AU3205
 AU3205                         *CURRENT SURVEY CONTROL
 AU3205  ___________________________________________________________________
 AU3205* NAD 83(1992)-  29 48 11.18545(N)    090 49 00.84750(W)     ADJUSTED  
 AU3205* NAVD 88     -         4.1  **(meters)      13.   **(feet)  VERTCON   
 AU3205  **This station is located in a subsidence area (see below).
 AU3205  ___________________________________________________________________
 AU3205  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3205  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AU3205
 AU3205  HORZ ORDER  -  SECOND
 AU3205
 AU3205.The horizontal coordinates were established by classical geodetic methods
 AU3205.and adjusted by the National Geodetic Survey in January 1993..
 AU3205
 AU3205 ** The orthometric height has not been validated since last determined
 AU3205 ** by differential leveling and should not be used for control purposes.
 AU3205 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3205 ** area with valid NAVD 88 orthometric heights.
 AU3205 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3205 ** epoch indicated which incorporates improved geoid heights for the
 AU3205 ** Southern Louisiana Subsidence area.
 AU3205 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3205
 AU3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3205
 AU3205.The geoid height was determined by GEOID03.
 AU3205
 AU3205;                    North         East     Units Scale Factor Converg.
 AU3205;SPC LA S     -   144,554.751 1,049,923.019   MT  0.99993167   +0 15 29.6
 AU3205;SPC LA S     -   474,260.05  3,444,622.44   sFT  0.99993167   +0 15 29.6
 AU3205;UTM  15      - 3,298,966.832   710,995.162   MT  1.00014931   +1 05 07.6
 AU3205
 AU3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3205!SPC LA S     -   1.00000340  x   0.99993167  =   0.99993507
 AU3205!UTM  15      -   1.00000340  x   1.00014931  =   1.00015271
 AU3205
 AU3205:                Primary Azimuth Mark                     Grid Az
 AU3205:SPC LA S     -  CHERRY AZ MK                             012 43 02.0
 AU3205:UTM  15      -  CHERRY AZ MK                             011 53 24.0
 AU3205
 AU3205|---------------------------------------------------------------------|
 AU3205| PID    Reference Object                     Distance      Geod. Az  |
 AU3205|                                                           dddmmss.s |
 AU3205| DD6525 CHERRY AZ MK                                       0125831.6 |
 AU3205| AU3204 CHERRY LDH 1972 RM 2                 18.157 METERS 02225     |
 AU3205| AU3201 THIBODAUX E WATER TANK              APPROX. 2.1 KM 1132318.3 |
 AU3205| DD6526 CHERRY RM 1                          12.205 METERS 18517     |
 AU3205| AU3208 THIBODAUX BELL TEL MICROWAVE        APPROX. 1.9 KM 1925029.3 |
 AU3205|---------------------------------------------------------------------|
 AU3205
 AU3205                          SUPERSEDED SURVEY CONTROL
 AU3205
 AU3205  NAD 83(1986)-  29 48 11.20501(N)    090 49 00.84973(W) AD(       ) 2
 AU3205  NAD 27      -  29 48 10.45547(N)    090 49 00.51545(W) AD(       ) 2
 AU3205  NGVD 29 (07/19/86)    4.2    (m)           14.     (f) VERT ANG       
 AU3205
 AU3205.Superseded values are not recommended for survey control.
 AU3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3205.See file dsdata.txt to determine how the superseded data were derived.
 AU3205
 AU3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1099598967(NAD 83)
 AU3205_MARKER: DD = SURVEY DISK
 AU3205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3205
 AU3205  HISTORY     - Date     Condition        Report By
 AU3205  HISTORY     - 1972     MONUMENTED       LADH
 AU3205  HISTORY     - 1982     GOOD             NGS
 AU3205
 AU3205                          STATION DESCRIPTION
 AU3205
 AU3205'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU3205'THE STATION IS LOCATED 0.5 MILE NORTH OF THIBODAUX, 5 MILES SOUTH OF
 AU3205'CHACKBAY AND 14 MILES NORTHWEST OF RACELAND, IN THE SOUTHEAST 1/4 OF
 AU3205'SECTION 41, T15S, R16E, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 AU3205'DEPARTMENT OF HIGHWAYS.
 AU3205'
 AU3205'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1 AND 20
 AU3205'IN THIBODAUX, DRIVE NORTH ALONG STATE HIGHWAY 20 FOR 0.4 MILE TO THE
 AU3205'THIBODAUX CIVIC CENTER AND THE STATION WHICH IS SET IN THE MEDIAN
 AU3205'OF THE HIGHWAY NEAR A CROSSOVER LANE.
 AU3205'
 AU3205'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 AU3205'HIGHWAY 20 FOR 0.2 MILE.  THE MARK IS SET ON THE LEFT IN THE MEDIAN
 AU3205'OF THE HIGHWAY.
 AU3205'
 AU3205'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3205'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3205'CYLINDRICAL MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU3205'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU3205'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED
 AU3205'CHERRY 1972.  THE MARK IS 81 FEET NORTHEAST OF THE CENTER OF THE
 AU3205'SOUTH DRIVE INTO THE CIVIC CENTER, 43 FEET NORTH OF THE NORTH CURB
 AU3205'OF A CROSSOVER, 27 FEET WEST OF THE CENTER OF THE NORTH BOUND LANE
 AU3205'ON STATE HIGHWAY 20, 19 FEET EAST OF THE CENTER OF THE SOUTH
 AU3205'BOUND LANE OF STATE HIGHWAY 20, AND 1.5 FEET SOUTH OF A METAL
 AU3205'WITNESS POST AND SIGN.
 AU3205'
 AU3205'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3205'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3205'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3205'STAMPED CHERRY R.M. 1 1972.  IT IS 125 FEET NORTHEAST OF A
 AU3205'CONCRETE CULVERT, 69 FEET SOUTHEAST OF A SIDEWALK LEADING TO THE
 AU3205'CIVIC CENTER, 30 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE ON
 AU3205'STATE HIGHWAY 20, AND 16 FEET WEST OF THE CENTER OF THE NORTH
 AU3205'BOUND LANE OF STATE HIGHWAY 20.
 AU3205'
 AU3205'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3205'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3205'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3205'STAMPED CHERRY R.M. 2 1972.  IT IS 107 FEET NORTHEAST OF A POWER
 AU3205'POLE, 67 FEET EAST OF A CONCRETE CULVERT, 51 FEET NORTHEAST OF THE
 AU3205'CENTER OF THE SOUTH DRIVE INTO THE CIVIC CENTER, 23 FEET WEST OF THE
 AU3205'CENTER OF THE NORTH BOUND LANE OF STATE HIGHWAY 20, AND 23 FEET
 AU3205'EAST OF THE CENTER OF THE SOUTH BOUND LANE ON STATE HIGHWAY 20.
 AU3205'
 AU3205'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3205'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3205'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3205'STAMPED CHERRY AZ. MK. 1972.  IT IS 66 FEET NORTHWEST OF THE
 AU3205'CENTER OF A CONCRETE CULVERT, 26 FEET SOUTH OF THE NORTH END OF A
 AU3205'CROSSOVER IN THE MEDIAN, 17 FEET EAST OF THE CENTER OF THE SOUTH
 AU3205'BOUND LANE ON STATE HIGHWAY 20, 16 FEET WEST OF THE CENTER OF
 AU3205'THE NORTH BOUND LANE ON STATE HIGHWAY 20, AND 2 FEET SOUTH OF A
 AU3205'METAL WITNESS POST AND SIGN.
 AU3205'
 AU3205'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AU3205
 AU3205                          STATION RECOVERY (1982)
 AU3205
 AU3205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (LLA)
 AU3205'STATIONS CHERRY 1972, CHERRY AZ. MK. 1972, AND CHERRY R.M. 1 1972
 AU3205'WERE RECOVERED IN GOOD CONDITION.  CHERRY R.M. 2 1972 WAS NOT
 AU3205'RECOVERED.
 AU3205'
 AU3205'LOCATION OF MARK FALLS IN BACKFILLED TRENCH EXCAVATED FOR POWER CABLE
 AU3205'TO STREET LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3081 ***********************************************************************
 BX3081  DESIGNATION -  CHERRY
 BX3081  PID         -  BX3081
 BX3081  STATE/COUNTY-  LA/RAPIDES
 BX3081  USGS QUAD   -  LENA (1992)
 BX3081
 BX3081                         *CURRENT SURVEY CONTROL
 BX3081  ___________________________________________________________________
 BX3081* NAD 83(1992)-  31 27 16.79482(N)    092 46 25.56220(W)     ADJUSTED  
 BX3081* NAVD 88     -        41.1    (meters)     135.     (feet)  VERTCON   
 BX3081  ___________________________________________________________________
 BX3081  X           -    -263,539.043 (meters)                     COMP
 BX3081  Y           -  -5,439,489.098 (meters)                     COMP
 BX3081  Z           -   3,309,007.860 (meters)                     COMP
 BX3081  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BX3081  ELLIP HEIGHT-          14.90  (meters)          (06/26/02) GPS OBS
 BX3081  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX3081
 BX3081  HORZ ORDER  -  FIRST
 BX3081  ELLP ORDER  -  FOURTH    CLASS II
 BX3081
 BX3081.The horizontal coordinates were established by GPS observations
 BX3081.and adjusted by the National Geodetic Survey in January 1993..
 BX3081
 BX3081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3081
 BX3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3081
 BX3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3081
 BX3081.The ellipsoidal height was determined by GPS observations
 BX3081.and is referenced to NAD 83.
 BX3081
 BX3081.The geoid height was determined by GEOID03.
 BX3081
 BX3081;                    North         East     Units Scale Factor Converg.
 BX3081;SPC LA N     -   105,882.048   973,980.334   MT  0.99994718   -0 08 41.1
 BX3081;SPC LA N     -   347,381.35  3,195,467.15   sFT  0.99994718   -0 08 41.1
 BX3081;UTM  15      - 3,480,014.185   521,494.422   MT  0.99960570   +0 07 05.0
 BX3081
 BX3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3081!SPC LA N     -   0.99999766  x   0.99994718  =   0.99994484
 BX3081!UTM  15      -   0.99999766  x   0.99960570  =   0.99960336
 BX3081
 BX3081                          SUPERSEDED SURVEY CONTROL
 BX3081
 BX3081  ELLIP H (01/21/93)   14.99   (m)                       GP(       ) 4 2
 BX3081  NAD 83(1986)-  31 27 16.81536(N)    092 46 25.55667(W) AD(       ) 1
 BX3081  NGVD 29 (08/25/89)   41.1    (m)          135.     (f) GPS OBS        
 BX3081
 BX3081.Superseded values are not recommended for survey control.
 BX3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3081.See file dsdata.txt to determine how the superseded data were derived.
 BX3081
 BX3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2149480014(NAD 83)
 BX3081_MARKER: DE = TRAVERSE STATION DISK
 BX3081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX3081_SP_SET: CONCRETE DRAIN
 BX3081_STAMPING: CHERRY 1988
 BX3081_MARK LOGO: LADTD 
 BX3081_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3081+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1989
 BX3081
 BX3081  HISTORY     - Date     Condition        Report By
 BX3081  HISTORY     - 1988     MONUMENTED       LADTD
 BX3081  HISTORY     - 19890224 GOOD
 BX3081  HISTORY     - 19990424 GOOD             USPSQD
 BX3081
 BX3081                          STATION DESCRIPTION
 BX3081
 BX3081'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3081'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH OF BOYCE, 9.2 KM
 BX3081'(5.70 MI) SOUTH OF CHOPIN AND 0.8 KM (0.50 MI) WEST OF LENA, AT THE
 BX3081'INTERCHANGE OF INTERSTATE HIGHWAY 49 AND A PARISH ROAD, EXIT 107, SET
 BX3081'IN A DRILL HOLE NEAR THE NORTHWEST CORNER OF A STORM DRAIN NEAR THE
 BX3081'SOUTHWEST CORNER OF THE OVERPASS BRIDGE ON THE SOUTH BOUND LANES OF
 BX3081'THE INTERSTATE IN SECTION 34, T 5 N, R 3 W.  OWNERSHIP--LOUISIANA
 BX3081'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3081'THE STATION IS 18 M (59.1 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 BX3081'SOUTH BOUND BRIDGE, 10.1 M (33.1 FT) EAST-SOUTHEAST FROM THE SOUTHWEST
 BX3081'CORNER OF THE SOUTH BOUND BRIDGE AND 7.3 M (24.0 FT) SOUTH-SOUTHWEST
 BX3081'FROM THE CENTER OF THE SOUTH BOUND LANES OF THE INTERSTATE.
 BX3081
 BX3081                          STATION RECOVERY (1989)
 BX3081
 BX3081'RECOVERED 1989
 BX3081'RECOVERED IN GOOD CONDITION.
 BX3081
 BX3081                          STATION RECOVERY (1999)
 BX3081
 BX3081'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX3081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3082 ***********************************************************************
 BX3082  DESIGNATION -  CHERRY AZ MK
 BX3082  PID         -  BX3082
 BX3082  STATE/COUNTY-  LA/RAPIDES
 BX3082  USGS QUAD   -  LENA (1992)
 BX3082
 BX3082                         *CURRENT SURVEY CONTROL
 BX3082  ___________________________________________________________________
 BX3082* NAD 83(1992)-  31 27 34.49318(N)    092 46 54.81258(W)     ADJUSTED  
 BX3082* NAVD 88     -        37.3    (meters)     122.     (feet)  VERTCON   
 BX3082  ___________________________________________________________________
 BX3082  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BX3082  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX3082
 BX3082  HORZ ORDER  -  SECOND
 BX3082
 BX3082.The horizontal coordinates were established by classical geodetic methods
 BX3082.and adjusted by the National Geodetic Survey in January 1993..
 BX3082
 BX3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3082
 BX3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3082
 BX3082.The geoid height was determined by GEOID03.
 BX3082
 BX3082;                    North         East     Units Scale Factor Converg.
 BX3082;SPC LA N     -   106,429.094   973,209.519   MT  0.99994650   -0 08 56.5
 BX3082;SPC LA N     -   349,176.12  3,192,938.23   sFT  0.99994650   -0 08 56.5
 BX3082;UTM  15      - 3,480,557.503   520,721.370   MT  0.99960530   +0 06 49.8
 BX3082
 BX3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3082!SPC LA N     -   0.99999823  x   0.99994650  =   0.99994473
 BX3082!UTM  15      -   0.99999823  x   0.99960530  =   0.99960353
 BX3082
 BX3082                          SUPERSEDED SURVEY CONTROL
 BX3082
 BX3082  NAD 83(1986)-  31 27 34.51371(N)    092 46 54.80704(W) AD(       ) 2
 BX3082  NGVD 29 (08/25/89)   37.3    (m)          122.     (f) VERT ANG       
 BX3082
 BX3082.Superseded values are not recommended for survey control.
 BX3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3082.See file dsdata.txt to determine how the superseded data were derived.
 BX3082
 BX3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2072180558(NAD 83)
 BX3082_MARKER: DZ = AZIMUTH MARK DISK
 BX3082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3082_SP_SET: BOX CULVERT HEADWALL
 BX3082_STAMPING: CHERRY AZ MK 1988
 BX3082_MARK LOGO: LADTD 
 BX3082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3082+STABILITY: SURFACE MOTION
 BX3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3082+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BX3082
 BX3082  HISTORY     - Date     Condition        Report By
 BX3082  HISTORY     - 1988     MONUMENTED       LADTD
 BX3082  HISTORY     - 19990424 GOOD             USPSQD
 BX3082
 BX3082                          STATION DESCRIPTION
 BX3082
 BX3082'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3082'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) NORTH OF BOYCE, 8 KM
 BX3082'(4.95 MI) SOUTH OF CHOPIN AND 1.1 KM (0.70 MI) WEST-NORTHWEST OF LENA,
 BX3082'IN THE NORTHEAST QUADRANT OF SECTION 33, T 5 N, R 3 W.
 BX3082'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3082'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3082'A PARISH ROAD, EXIT 107, JUST WEST OF LENA, GO NORTH FOR 1 KM
 BX3082'(0.60 MI) ON INTERSTATE 49 TO THE MARK ON THE LEFT SET IN A DRILL HOLE
 BX3082'IN THE SOUTHEAST CORNER OF A THREE HOLE BOX CULVERT.
 BX3082'THE STATION IS 12.6 M (41.3 FT) SOUTH FROM THE CENTER OF THE NORTH
 BX3082'BOUND LANES OF THE INTERSTATE, 10.5 M (34.4 FT) EAST FROM THE CENTER
 BX3082'OF THE SOUTH SIDE OF THE BOX CULVERT, 2.4 M (7.9 FT) EAST FROM A FENCE
 BX3082'POST WITH A WITNESS SIGN ATTACHED AND 0.3 M (1.0 FT) WEST FROM THE
 BX3082'SOUTHEAST CORNER OF THE BOX CULVERT.
 BX3082
 BX3082                          STATION RECOVERY (1999)
 BX3082
 BX3082'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX3082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3083 ***********************************************************************
 BX3083  DESIGNATION -  CHERRY AZ MK 2
 BX3083  PID         -  BX3083
 BX3083  STATE/COUNTY-  LA/RAPIDES
 BX3083  USGS QUAD   -  LENA (1992)
 BX3083
 BX3083                         *CURRENT SURVEY CONTROL
 BX3083  ___________________________________________________________________
 BX3083* NAD 83(1992)-  31 26 36.73116(N)    092 45 38.41690(W)     ADJUSTED  
 BX3083* NAVD 88     -        32.8    (meters)     108.     (feet)  VERTCON   
 BX3083  ___________________________________________________________________
 BX3083  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BX3083  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX3083
 BX3083  HORZ ORDER  -  SECOND
 BX3083
 BX3083.The horizontal coordinates were established by classical geodetic methods
 BX3083.and adjusted by the National Geodetic Survey in January 1993..
 BX3083
 BX3083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3083
 BX3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3083
 BX3083.The geoid height was determined by GEOID03.
 BX3083
 BX3083;                    North         East     Units Scale Factor Converg.
 BX3083;SPC LA N     -   104,645.117   975,222.039   MT  0.99994876   -0 08 16.1
 BX3083;SPC LA N     -   343,323.19  3,199,540.97   sFT  0.99994876   -0 08 16.1
 BX3083;UTM  15      - 3,478,783.382   522,741.359   MT  0.99960638   +0 07 29.5
 BX3083
 BX3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3083!SPC LA N     -   0.99999895  x   0.99994876  =   0.99994771
 BX3083!UTM  15      -   0.99999895  x   0.99960638  =   0.99960533
 BX3083
 BX3083                          SUPERSEDED SURVEY CONTROL
 BX3083
 BX3083  NAD 83(1986)-  31 26 36.75171(N)    092 45 38.41136(W) AD(       ) 2
 BX3083  NGVD 29 (08/25/89)   32.8    (m)          108.     (f) VERT ANG       
 BX3083
 BX3083.Superseded values are not recommended for survey control.
 BX3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3083.See file dsdata.txt to determine how the superseded data were derived.
 BX3083
 BX3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2274178783(NAD 83)
 BX3083_MARKER: DZ = AZIMUTH MARK DISK
 BX3083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3083_SP_SET: BRIDGE WINGWALL
 BX3083_STAMPING: CHERRY AZ MK 2 1988
 BX3083_MARK LOGO: LADTD 
 BX3083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3083+STABILITY: SURFACE MOTION
 BX3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3083+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BX3083
 BX3083  HISTORY     - Date     Condition        Report By
 BX3083  HISTORY     - 1988     MONUMENTED       LADTD
 BX3083  HISTORY     - 19990424 GOOD             USPSQD
 BX3083
 BX3083                          STATION DESCRIPTION
 BX3083
 BX3083'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3083'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF BOYCE, 10.6 KM
 BX3083'(6.60 MI) SOUTH OF CHOPIN AND 1.6 KM (1.00 MI) SOUTHWEST OF LENA, IN
 BX3083'THE NORTHEAST QUADRANT OF SECTION 3, T 5 N, R 3 W.
 BX3083'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3083'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3083'A PARISH ROAD, EXIT 107, JUST WEST OF LENA, GO SOUTH FOR 1.4 KM
 BX3083'(0.85 MI) ON INTERSTATE HIGHWAY 49 TO THE MARK SET IN A DRILL HOLE IN
 BX3083'THE SOUTHEAST WINGWALL OF THE SOUTH BOUND INTERSTATE BRIDGE OVER A
 BX3083'CREEK.
 BX3083'THE STATION IS 6.4 M (21.0 FT) NORTHEAST FROM THE CENTER OF THE SOUTH
 BX3083'BOUND LANES OF THE INTERSTATE, 0.6 M (2.0 FT) EAST FROM THE SOUTHEAST
 BX3083'CORNER OF THE BRIDGE, 0.5 M (1.6 FT) EAST FROM A FENCE POST WITH A
 BX3083'WITNESS SIGN ATTACHED AND 0.2 M (0.7 FT) SOUTHWEST FROM THE EAST END
 BX3083'OF THE WINGWALL.
 BX3083
 BX3083                          STATION RECOVERY (1999)
 BX3083
 BX3083'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX3083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6248 ***********************************************************************
 AH6248  DESIGNATION -  CHET
 AH6248  PID         -  AH6248
 AH6248  STATE/COUNTY-  LA/TERREBONNE
 AH6248  USGS QUAD   -  HOUMA (1980)
 AH6248
 AH6248                         *CURRENT SURVEY CONTROL
 AH6248  ___________________________________________________________________
 AH6248* NAD 83(1992)-  29 34 04.14088(N)    090 43 06.14557(W)     ADJUSTED  
 AH6248* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6248  **This station is located in a subsidence area (see below).
 AH6248  ___________________________________________________________________
 AH6248  X           -     -69,609.484 (meters)                     COMP
 AH6248  Y           -  -5,551,595.612 (meters)                     COMP
 AH6248  Z           -   3,128,782.967 (meters)                     COMP
 AH6248  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6248  ELLIP HEIGHT-         -24.64  (meters)          (02/21/02) GPS OBS
 AH6248  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH6248
 AH6248  HORZ ORDER  -  FIRST
 AH6248  ELLP ORDER  -  FIFTH     CLASS I
 AH6248
 AH6248.The horizontal coordinates were established by GPS observations
 AH6248.and adjusted by the National Geodetic Survey in December 1998..
 AH6248
 AH6248 ** The orthometric height has not been validated since last determined
 AH6248 ** by differential leveling and should not be used for control purposes.
 AH6248 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6248 ** area with valid NAVD 88 orthometric heights.
 AH6248 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6248 ** epoch indicated which incorporates improved geoid heights for the
 AH6248 ** Southern Louisiana Subsidence area.
 AH6248 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6248.The orthometric height was determined by GPS observations and a
 AH6248.high-resolution geoid model.
 AH6248
 AH6248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6248
 AH6248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6248
 AH6248.The ellipsoidal height was determined by GPS observations
 AH6248.and is referenced to NAD 83.
 AH6248
 AH6248.The geoid height was determined by GEOID03.
 AH6248
 AH6248;                    North         East     Units Scale Factor Converg.
 AH6248;SPC LA S     -   118,522.428 1,059,587.553   MT  0.99995412   +0 18 27.0
 AH6248;SPC LA S     -   388,852.33  3,476,330.16   sFT  0.99995412   +0 18 27.0
 AH6248;UTM  15      - 3,273,069.959   721,035.012   MT  1.00020287   +1 07 34.8
 AH6248
 AH6248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6248!SPC LA S     -   1.00000387  x   0.99995412  =   0.99995799
 AH6248!UTM  15      -   1.00000387  x   1.00020287  =   1.00020674
 AH6248
 AH6248                          SUPERSEDED SURVEY CONTROL
 AH6248
 AH6248  ELLIP H (12/17/98)  -24.60   (m)                       GP(       ) 4 2
 AH6248
 AH6248.Superseded values are not recommended for survey control.
 AH6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6248.See file dsdata.txt to determine how the superseded data were derived.
 AH6248
 AH6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2103573070(NAD 83)
 AH6248_MARKER: I = METAL ROD
 AH6248_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6248_STAMPING: CHET
 AH6248_MARK LOGO: LA-109
 AH6248_PROJECTION: RECESSED 10 CENTIMETERS
 AH6248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6248+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6248_ROD/PIPE-DEPTH: 18.3 meters
 AH6248_SLEEVE-DEPTH  :  0.9 meters
 AH6248
 AH6248  HISTORY     - Date     Condition        Report By
 AH6248  HISTORY     - 1995     MONUMENTED       MPHI
 AH6248
 AH6248                          STATION DESCRIPTION
 AH6248
 AH6248'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6248'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6248'24 FOR 0.2 MI (0.3 KM)  TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT AND
 AH6248'TRAVEL WEST FOR 1.70 MI (2.74 KM)  TO INTERSECTION WITH HWY 90 AND HWY
 AH6248'315.  TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN
 AH6248'RIGHT ON HWY 315 AND TRAVEL UNDERNEATH THE OVERPASS FOR 300 FT (91.4
 AH6248'M) +/- TO THE STATION ON THE RIGHT.  THE STATION IS A STAINLESS STEEL
 AH6248'ROD DRIVEN INTO THE GROUND. THE STATION IS 54.70 FT (16.67 M)  SOUTH
 AH6248'OF THE STEEL LIGHT POLE, 83.90 FT (25.57 M)  SOUTHEAST OF THE
 AH6248'CENTERLINE OF HWY 315 AT THE CENTERLINE OF THE CONCRETE DRIVEWAY,
 AH6248'149.90 FT (45.69 M)  NORTHEAST OF THE STEEL LIGHT POLE, AND 226.10 FT
 AH6248'(68.92 M)  NORTHWEST OF THE CORNER OF THE CONCRETE BRIDGE  ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2575 ***********************************************************************
 AU2575  DESIGNATION -  CHEVREUIL 1955
 AU2575  PID         -  AU2575
 AU2575  STATE/COUNTY-  LA/ST MARY
 AU2575  USGS QUAD   -  HAMMOCK LAKE (1994)
 AU2575
 AU2575                         *CURRENT SURVEY CONTROL
 AU2575  ___________________________________________________________________
 AU2575* NAD 83(1992)-  29 42 23.55366(N)    091 51 33.48574(W)     ADJUSTED  
 AU2575* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2575  **This station is located in a subsidence area (see below).
 AU2575  ___________________________________________________________________
 AU2575  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2575  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU2575
 AU2575  HORZ ORDER  -  THIRD
 AU2575
 AU2575.The horizontal coordinates were established by classical geodetic methods
 AU2575.and adjusted by the National Geodetic Survey in January 1993..
 AU2575
 AU2575 ** The orthometric height has not been validated since last determined
 AU2575 ** by differential leveling and should not be used for control purposes.
 AU2575 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2575 ** area with valid NAVD 88 orthometric heights.
 AU2575 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2575 ** epoch indicated which incorporates improved geoid heights for the
 AU2575 ** Southern Louisiana Subsidence area.
 AU2575 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2575.The orthometric height was scaled from a topographic map.
 AU2575
 AU2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2575
 AU2575.The geoid height was determined by GEOID03.
 AU2575
 AU2575;                    North         East     Units Scale Factor Converg.
 AU2575;SPC LA S     -   133,855.753   949,105.923   MT  0.99993886   -0 15 46.8
 AU2575;SPC LA S     -   439,158.42  3,113,858.35   sFT  0.99993886   -0 15 46.8
 AU2575;UTM  15      - 3,286,813.001   610,343.708   MT  0.99975023   +0 33 55.2
 AU2575
 AU2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2575!SPC LA S     -   1.00000407  x   0.99993886  =   0.99994293
 AU2575!UTM  15      -   1.00000407  x   0.99975023  =   0.99975430
 AU2575
 AU2575|---------------------------------------------------------------------|
 AU2575| PID    Reference Object                     Distance      Geod. Az  |
 AU2575|                                                           dddmmss.s |
 AU2575| AU2576 CHEVREUIL 2                          33.473 METERS 02148     |
 AU2575| AU2617 CYPREMORT PLANTATION STK            APPROX.11.2 KM 0473830.8 |
 AU2575| AU1769 COTE BLANCHE 3                      APPROX.14.5 KM 0705625.3 |
 AU2575| AU2579 W COTE BLANCHE BAY TEX WELL 78      APPROX. 7.1 KM 0924808.9 |
 AU2575| AU2586 FLOATING RIG A                      APPROX. 6.6 KM 2373547.4 |
 AU2575| AU2587 FLOATING RIG B                      APPROX. 6.2 KM 2380832.6 |
 AU2575|---------------------------------------------------------------------|
 AU2575
 AU2575                          SUPERSEDED SURVEY CONTROL
 AU2575
 AU2575  NAD 83(1986)-  29 42 23.57581(N)    091 51 33.47802(W) AD(       ) 3
 AU2575  NAD 27      -  29 42 22.81900(N)    091 51 33.04400(W) AD(       ) 3
 AU2575
 AU2575.Superseded values are not recommended for survey control.
 AU2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2575.See file dsdata.txt to determine how the superseded data were derived.
 AU2575
 AU2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1034486813(NAD 83)
 AU2575_MARKER: DS = TRIANGULATION STATION DISK
 AU2575_SETTING: 0 = UNSPECIFIED SETTING
 AU2575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2575
 AU2575  HISTORY     - Date     Condition        Report By
 AU2575  HISTORY     - 1955     MONUMENTED       CGS
 AU2575  HISTORY     - 1960     GOOD             CGS
 AU2575  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2575
 AU2575                          STATION DESCRIPTION
 AU2575
 AU2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2575'STATION IS LOCATED TO THE SE OF CYPREMORT POINT, BETWEEN
 AU2575'CRAWFORD POINT AND DEAD CYPRESS POINT, APPROXIMATELY 1550
 AU2575'FEET S OF THE MOUTH OF HAMMOCK BAYOU, 23 FEET E OF THE SHORELINE,
 AU2575'14 FEET N OF THE N BANK OF A SMALL BAYOU AND 53 FEET W OF
 AU2575'THE CENTER OF THE INTERSECTION OF THREE BAYOUS.  A STANDARD
 AU2575'DISK, STAMPED CHEVREUIL 1955, IN THE TOP OF A 2-1/2 INCH
 AU2575'IRON PIPE PROJECTING 8 INCHES.
 AU2575'
 AU2575'LOCATED BY THREE POINT FIX.
 AU2575'
 AU2575'NO REFERENCE MARKS WERE SET.
 AU2575
 AU2575                          STATION RECOVERY (1960)
 AU2575
 AU2575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2575'STATION RECOVERED IN FAIR CONDITION.  THE MARK IS ABOUT
 AU2575'30 FEET OUT IN THE WATER AND IS SLIGHTLY LOOSE IN THE GROUND.
 AU2575'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR REACHING THE STATION
 AU2575'SITE.
 AU2575
 AU2575                          STATION RECOVERY (1961)
 AU2575
 AU2575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2575'THE STATION WAS RECOVERED IN POOR CONDITION.  THE SHORELINE
 AU2575'HAS ERODED AWAY AND THE MARK IS NOW ABOUT 40 FEET OFFSHORE.
 AU2575'THE MONUMENT IS LOOSE AND CAN BE MOVED SEVERAL INCHES.
 AU2575'
 AU2575'A NEW STATION, CHEVREUIL 2 1961 AND TWO NEW REFERENCE MARKS
 AU2575'WERE ESTABLISHED ABOUT 110 FEET NORTH NORTHEAST OF THE OLD
 AU2575'MARK.  THE OLD STATION WAS NOT DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2576 ***********************************************************************
 AU2576  DESIGNATION -  CHEVREUIL 2
 AU2576  PID         -  AU2576
 AU2576  STATE/COUNTY-  LA/ST MARY
 AU2576  USGS QUAD   -  HAMMOCK LAKE (1994)
 AU2576
 AU2576                         *CURRENT SURVEY CONTROL
 AU2576  ___________________________________________________________________
 AU2576* NAD 83(1992)-  29 42 24.56299(N)    091 51 33.02319(W)     ADJUSTED  
 AU2576* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2576  **This station is located in a subsidence area (see below).
 AU2576  ___________________________________________________________________
 AU2576  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2576  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU2576
 AU2576  HORZ ORDER  -  THIRD
 AU2576
 AU2576.The horizontal coordinates were established by classical geodetic methods
 AU2576.and adjusted by the National Geodetic Survey in January 1993..
 AU2576.No horizontal observational check was made to the station.
 AU2576
 AU2576 ** The orthometric height has not been validated since last determined
 AU2576 ** by differential leveling and should not be used for control purposes.
 AU2576 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2576 ** area with valid NAVD 88 orthometric heights.
 AU2576 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2576 ** epoch indicated which incorporates improved geoid heights for the
 AU2576 ** Southern Louisiana Subsidence area.
 AU2576 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2576.The orthometric height was scaled from a topographic map.
 AU2576
 AU2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2576
 AU2576.The geoid height was determined by GEOID03.
 AU2576
 AU2576;                    North         East     Units Scale Factor Converg.
 AU2576;SPC LA S     -   133,886.772   949,118.498   MT  0.99993883   -0 15 46.5
 AU2576;SPC LA S     -   439,260.18  3,113,899.61   sFT  0.99993883   -0 15 46.5
 AU2576;UTM  15      - 3,286,844.193   610,355.831   MT  0.99975026   +0 33 55.5
 AU2576
 AU2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2576!SPC LA S     -   1.00000407  x   0.99993883  =   0.99994290
 AU2576!UTM  15      -   1.00000407  x   0.99975026  =   0.99975433
 AU2576
 AU2576|---------------------------------------------------------------------|
 AU2576| PID    Reference Object                     Distance      Geod. Az  |
 AU2576|                                                           dddmmss.s |
 AU2576| CV9692 CHEVREUIL 2 RM 2                     31.044 METERS 06023     |
 AU2576| AU2575 CHEVREUIL 1955                       33.473 METERS 20148     |
 AU2576| CV9691 CHEVREUIL 2 RM 1                     27.783 METERS 33400     |
 AU2576|---------------------------------------------------------------------|
 AU2576
 AU2576                          SUPERSEDED SURVEY CONTROL
 AU2576
 AU2576  NAD 83(1986)-  29 42 24.58513(N)    091 51 33.01547(W) AD(       ) 3
 AU2576  NAD 27      -  29 42 23.82800(N)    091 51 32.58100(W) AD(       ) 3
 AU2576
 AU2576.Superseded values are not recommended for survey control.
 AU2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2576.See file dsdata.txt to determine how the superseded data were derived.
 AU2576
 AU2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1035686844(NAD 83)
 AU2576_MARKER: DS = TRIANGULATION STATION DISK
 AU2576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2576_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2576
 AU2576  HISTORY     - Date     Condition        Report By
 AU2576  HISTORY     - 1961     MONUMENTED       CGS
 AU2576
 AU2576                          STATION DESCRIPTION
 AU2576
 AU2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2576'THE STATION IS LOCATED IN THE MARSH ON THE WEST SIDE OF
 AU2576'VERMILION BAY NEAR DEAD CYPRESS POINT.  1.6 MILES SE OF A
 AU2576'SMALL VILLAGE ON CYPREMORT POINT.  ABOUT 0.4 MILE SE OF
 AU2576'THE ENTRANCE TO HAMMOCK LAKE.  ABOUT 0.2 MILE NNE OF DEAD
 AU2576'CYPRESS POINT AT THE MOUTH OF A SMALL BAYOU.
 AU2576'
 AU2576'THE STATION CAN BEST BE REACHED BY BOAT FROM THE ABOVE MENTIONED
 AU2576'VILLAGE.
 AU2576'
 AU2576'THE STATION IS 130 FEET NORTH OF THE MOUTH OF A SMALL BAYOU,
 AU2576'60 FEET EAST OF THE HIGH WATER LINE, 31 FEET EAST OF THE
 AU2576'CENTER OF A SMALL STREAM, 24 FEET NORTHWEST OF THE CENTER
 AU2576'OF ANOTHER SMALL STREAM AND 3 FEET SOUTH OF A METAL WITNESS
 AU2576'POST.
 AU2576'
 AU2576'THE STATION IS MARKED BY A STANDARD DISK, STAMPED CHEVREUIL
 AU2576'2 1961, CLAMPED TO THE TOP OF A 5/8 INCH X 16 FOOT COPPER
 AU2576'ROD DRIVEN INTO THE MARSH.  THE TOP PORTION OF THE MARK
 AU2576'IS ENCASED IN A 5 FOOT SECTION OF 6 INCH ORANGEBURG PIPE
 AU2576'FILLED WITH CONCRETE.  THE STATION PROJECTS 1 FOOT ABOVE
 AU2576'THE MARSH.
 AU2576'
 AU2576'R.M. 1 IS NORTH NORTHWEST OF THE STATION, 56 FEET EAST OF THE HIGH
 AU2576'WATER LINE AND 19 FEET WEST OF THE CENTER OF A SMALL STREAM.
 AU2576'IT IS MARKED BY A STANDARD DISK STAMPED CHEVREUIL 2 NO 1
 AU2576'1961, BRAZED IN THE TOP OF A 2-1/2 INCH CAST IRON PIPE AND
 AU2576'PROJECTING 2-1/2 FEET ABOVE THE MARSH.  THE CAST IRON PIPE
 AU2576'WAS DRIVEN 7-1/2 FEET BELOW THE MARSH AND WAS ENCASED IN
 AU2576'A MASS OF CONCRETE.
 AU2576'
 AU2576'R.M. 2 IS SOUTHEAST OF THE STATION, 160 FEET EAST OF THE HIGH
 AU2576'WATER LINE AND 8 FEET WEST OF THE CENTER OF A SMALL STREAM.
 AU2576'IT IS MARKED BY A STANDARD DISK STAMPED CHEVREUIL 2 NO 2
 AU2576'1961, BRAZED IN THE TOP OF A 2-1/2 INCH CAST IRON PIPE
 AU2576'AND PROJECTING 2-1/2 FEET ABOVE THE MARSH.  THE CAST IRON
 AU2576'PIPE WAS DRIVEN 7-1/2 FEET BELOW THE MARSH AND SURROUNDED
 AU2576'BY A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0397 ***********************************************************************
 BX0397  DESIGNATION -  CHICK
 BX0397  PID         -  BX0397
 BX0397  STATE/COUNTY-  LA/LA SALLE
 BX0397  USGS QUAD   -  OLLA EAST (1984)
 BX0397
 BX0397                         *CURRENT SURVEY CONTROL
 BX0397  ___________________________________________________________________
 BX0397* NAD 83(1992)-  31 53 04.12296(N)    092 08 46.79193(W)     ADJUSTED  
 BX0397* NAVD 88     -        55.54   (+/-2cm)     182.2    (feet)  VERTCON   
 BX0397  ___________________________________________________________________
 BX0397  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BX0397  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0397
 BX0397  HORZ ORDER  -  FIRST
 BX0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0397
 BX0397.The horizontal coordinates were established by classical geodetic methods
 BX0397.and adjusted by the National Geodetic Survey in January 1993..
 BX0397
 BX0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0397.The vertical order pertains to the NGVD 29 superseded value.
 BX0397
 BX0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0397
 BX0397.The geoid height was determined by GEOID03.
 BX0397
 BX0397;                    North         East     Units Scale Factor Converg.
 BX0397;SPC LA N     -   153,558.426 1,033,458.213   MT  0.99991491   +0 11 13.1
 BX0397;SPC LA N     -   503,799.60  3,390,604.15   sFT  0.99991491   +0 11 13.1
 BX0397;UTM  15      - 3,527,948.842   580,735.856   MT  0.99968039   +0 27 03.4
 BX0397
 BX0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0397!SPC LA N     -   0.99999530  x   0.99991491  =   0.99991021
 BX0397!UTM  15      -   0.99999530  x   0.99968039  =   0.99967569
 BX0397
 BX0397|---------------------------------------------------------------------|
 BX0397| PID    Reference Object                     Distance      Geod. Az  |
 BX0397|                                                           dddmmss.s |
 BX0397| BX0398 CHICK RM 1                           32.988 METERS 20129     |
 BX0397| BX0396 CHICK RM 2                           33.512 METERS 33352     |
 BX0397| BX0395 CHICK AZ MK                                        3575421.9 |
 BX0397|---------------------------------------------------------------------|
 BX0397
 BX0397                          SUPERSEDED SURVEY CONTROL
 BX0397
 BX0397  NAD 83(1986)-  31 53 04.13826(N)    092 08 46.78487(W) AD(       ) 1
 BX0397  NAD 27      -  31 53 03.54644(N)    092 08 46.29259(W) AD(       ) 1
 BX0397  NGVD 29 (??/??/??)   55.546  (m)          182.24   (f) ADJUSTED    2 0
 BX0397
 BX0397.Superseded values are not recommended for survey control.
 BX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0397.See file dsdata.txt to determine how the superseded data were derived.
 BX0397
 BX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR8073627949(NAD 83)
 BX0397_MARKER: DS = TRIANGULATION STATION DISK
 BX0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0397_STAMPING: CHICK 1941
 BX0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0397+STABILITY: SURFACE MOTION
 BX0397
 BX0397  HISTORY     - Date     Condition        Report By
 BX0397  HISTORY     - 1941     MONUMENTED       CGS
 BX0397  HISTORY     - 1950     GOOD             CGS
 BX0397
 BX0397                          STATION DESCRIPTION
 BX0397
 BX0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX0397'STATION IS ABOUT 6.5 MILES E OF THE TOWN OF OLLA, ON LAND
 BX0397'OWNED BY MR. ZEIGLER AND OCCUPIED BY BEN BRYAN.  IT IS 48
 BX0397'FEET SE OF A 16-INCH PINE TREE, 48 FEET NE OF A 16-INCH PINE
 BX0397'TREE, 30 FEET E OF THE CENTER OF A DIRT ROAD AND 7 FEET S
 BX0397'OF A WHITE REFERENCE POST.  IT IS STAMPED CHICK 1941 AND
 BX0397'PROJECTS ABOUT 10 INCHES.
 BX0397'
 BX0397'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BX0397'DISKS SET IN CONCRETE.
 BX0397'
 BX0397'REFERENCE MARK NO. 1 IS 15 FEET W OF THE CENTER OF A DIRT
 BX0397'ROAD AND 6-1/2 FEET NE OF A 10-INCH OAK TREE.  IT IS STAMPED
 BX0397'CHICK NO. 1 1941 AND PROJECTS ABOUT 4 INCHES.
 BX0397'
 BX0397'REFERENCE MARK NO. 2 IS 42 FEET N OF A 10-INCH OAK TREE AND
 BX0397'12 FEET W OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED CHICK
 BX0397'NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 BX0397'
 BX0397'AZIMUTH MARK IS 25 FEET S OF A 36-INCH OAK TREE, 20 FEET W
 BX0397'OF THE CENTER OF A DIRT ROAD AND 5 FEET S OF A WHITE REFERENCE
 BX0397'POST.  IT IS STAMPED CHICK 1941 AND PROJECTS ABOUT 8 INCHES.
 BX0397'A LARGE AMOUNT OF CLEARING WILL BE NECESSARY TO SEE THE AZIMUTH
 BX0397'FROM THE GROUND.
 BX0397'
 BX0397'TO REACH THE STATION FROM OLLA, GO E ON STATE HIGHWAY 111,
 BX0397'(ROSEFIELD ROAD) FOR 5.2 MILES TO A FORK.  TAKE RIGHT FORK AND GO
 BX0397'S ON DIRT ROAD FOR 1 MILE TO A STEEL BRIDGE.  CONTINUE S FOR
 BX0397'0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR A LARGE OAK
 BX0397'TREE, CONTINUE ON DIRT ROAD FOR 0.35 MILE TO THE STATION ON
 BX0397'THE LEFT (E) SIDE OF THE ROAD.
 BX0397'
 BX0397'A 116-FOOT SIGNAL AT OLLA IS VISIBLE AT 100 FEET.
 BX0397'
 BX0397'A 116-FOOT SIGNAL AT OAKLAND IS VISIBLE AT 100 FEET.
 BX0397'
 BX0397'A 90-FOOT SIGNAL AT TAYLOR IS VISIBLE AT 100 FEET.
 BX0397'
 BX0397'A 103-FOOT SIGNAL AT CLARKS IS VISIBLE AT 100 FEET.
 BX0397'
 BX0397'A 116-FOOT SIGNAL AT COPEN IS VISIBLE AT 100 FEET.
 BX0397'
 BX0397'A 90-FOOT SIGNAL AT STAPLETON IS VISIBLE AT 100 FEET.
 BX0397'
 BX0397'A 4-FOOT SIGNAL AT BALD IS VISIBLE AT 100 FEET.
 BX0397'
 BX0397'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 BX0397
 BX0397                          STATION RECOVERY (1950)
 BX0397
 BX0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0397'7.1 MI SE FROM OLLA.
 BX0397'5.2 MILES EAST ALONG STATE HIGHWAY 111 FROM THE MISSOURI PACIFIC
 BX0397'RAILROAD STATION AT OLLA, THENCE 1.9 MILES SOUTHEAST ALONG A GRAVELED
 BX0397'ROAD.  AT THE TOP OF A HILL, 110 FEET SOUTHEAST OF CHICK R.M. 2, 109
 BX0397'FEET NORTHWEST OF CHICK R.M. 1, 29.6 FEET EAST OF THE CENTER LINE OF
 BX0397'THE ROAD, 29 FEET NORTHWEST OF A 20 INCH BLAZED OAK TREE, 7 FEET SOUTH
 BX0397'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 BX0397'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0395 ***********************************************************************
 BX0395  DESIGNATION -  CHICK AZ MK
 BX0395  PID         -  BX0395
 BX0395  STATE/COUNTY-  LA/LA SALLE
 BX0395  USGS QUAD   -  OLLA EAST (1984)
 BX0395
 BX0395                         *CURRENT SURVEY CONTROL
 BX0395  ___________________________________________________________________
 BX0395* NAD 83(1986)-  31 53 19.     (N)    092 08 48.     (W)     SCALED    
 BX0395* NAVD 88     -        49.55   (+/-2cm)     162.6    (feet)  VERTCON   
 BX0395  ___________________________________________________________________
 BX0395  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0395
 BX0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0395
 BX0395.The horizontal coordinates were scaled from a topographic map and have
 BX0395.an estimated accuracy of +/- 6 seconds.
 BX0395
 BX0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0395.The vertical order pertains to the NGVD 29 superseded value.
 BX0395
 BX0395.The geoid height was determined by GEOID03.
 BX0395
 BX0395;                    North         East    Units  Estimated Accuracy
 BX0395;SPC LA N     -   154,020.    1,033,430.      MT  (+/- 180 meters Scaled)
 BX0395
 BX0395                          SUPERSEDED SURVEY CONTROL
 BX0395
 BX0395  NGVD 29 (??/??/??)   49.552  (m)          162.57   (f) ADJUSTED    2 0
 BX0395
 BX0395.Superseded values are not recommended for survey control.
 BX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0395.See file dsdata.txt to determine how the superseded data were derived.
 BX0395
 BX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR807284(NAD 83)
 BX0395_MARKER: DZ = AZIMUTH MARK DISK
 BX0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0395_STAMPING: CHICK 1941
 BX0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0395+STABILITY: SURFACE MOTION
 BX0395
 BX0395  HISTORY     - Date     Condition        Report By
 BX0395  HISTORY     - 1941     MONUMENTED       CGS
 BX0395  HISTORY     - 1950     GOOD             CGS
 BX0395
 BX0395                          STATION DESCRIPTION
 BX0395
 BX0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0395'6.8 MI SE FROM OLLA.
 BX0395'5.2 MILES EAST ALONG STATE HIGHWAY 111 FROM THE MISSOURI PACIFIC
 BX0395'RAILROAD STATION AT OLLA, THENCE 1.6 MILES SOUTHEAST ALONG A GRAVELED
 BX0395'ROAD.  AT A FARMHOUSE, 127 FEET EAST OF THE FARMHOUSE, 22 FEET WEST OF
 BX0395'THE CENTER LINE OF THE ROAD, 21 FEET SOUTH OF A 24 INCH BLAZED OAK
 BX0395'TREE, 30 FEET NORTHEAST OF A POWER POLE, 4 FEET SOUTH OF A WITNESS
 BX0395'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 BX0395'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3208 ***********************************************************************
 CP3208  DESIGNATION -  CHICKASAW CAP RESET
 CP3208  PID         -  CP3208
 CP3208  STATE/COUNTY-  LA/WEST CARROLL
 CP3208  USGS QUAD   -  KILBOURNE (1988)
 CP3208
 CP3208                         *CURRENT SURVEY CONTROL
 CP3208  ___________________________________________________________________
 CP3208* NAD 83(1986)-  32 57 42.     (N)    091 19 47.     (W)     SCALED    
 CP3208* NAVD 88     -        36.130  (meters)     118.54   (feet)  ADJUSTED  
 CP3208  ___________________________________________________________________
 CP3208  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3208  DYNAMIC HT  -          36.091 (meters)     118.41  (feet)  COMP
 CP3208  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 CP3208
 CP3208  VERT ORDER  -  SECOND    CLASS II
 CP3208
 CP3208.The horizontal coordinates were scaled from a topographic map and have
 CP3208.an estimated accuracy of +/- 6 seconds.
 CP3208
 CP3208.The orthometric height was determined by differential leveling
 CP3208.and adjusted by the National Geodetic Survey in June 1991..
 CP3208
 CP3208.The geoid height was determined by GEOID03.
 CP3208
 CP3208.The dynamic height is computed by dividing the NAVD 88
 CP3208.geopotential number by the normal gravity value computed on the
 CP3208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3208.degrees latitude (g = 980.6199 gals.).
 CP3208
 CP3208.The modeled gravity was interpolated from observed gravity values.
 CP3208
 CP3208;                    North         East    Units  Estimated Accuracy
 CP3208;SPC LA N     -   273,550.    1,109,420.      MT  (+/- 180 meters Scaled)
 CP3208
 CP3208                          SUPERSEDED SURVEY CONTROL
 CP3208
 CP3208  NGVD 29 (??/??/??)   36.21   (m)          118.8    (f) RESET       3  
 CP3208
 CP3208.Superseded values are not recommended for survey control.
 CP3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3208.See file dsdata.txt to determine how the superseded data were derived.
 CP3208
 CP3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS561482(NAD 83)
 CP3208_MARKER: P = PIPE CAP
 CP3208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP3208_SP_SET: SHALLOW-SET PIPE
 CP3208_STAMPING: CHICKASAW RESET 1937
 CP3208_MARK LOGO: USE   
 CP3208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3208
 CP3208  HISTORY     - Date     Condition        Report By
 CP3208  HISTORY     - UNK      MONUMENTED       USE
 CP3208  HISTORY     - 1986     GOOD             LADTD
 CP3208
 CP3208                          STATION DESCRIPTION
 CP3208
 CP3208'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3208'13.5 KM (8.4 MI) NORTH FROM OAK GROVE.
 CP3208'13.5 KM (8.4 MI) NORTH ON STATE HIGHWAY 17 FROM THE COURTHOUSE IN OAK
 CP3208'GROVE TO THE BENCH MARK SET ON THE EAST SIDE OF THE HIGHWAY JUST
 CP3208'NORTH OF A PARISH ROAD, 35.1 METERS (115 FEET) NORTH OF WEST CARROLL
 CP3208'PARISH ROAD NUMBER 14, 20.6 METERS (67.5 FEET) NORTH OF A POWER POLE,
 CP3208'16 METERS (52.5 FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY 17 AND
 CP3208'12.5 METERS (41 FEET) NORTH-NORTHEAST OF THE NORTH CORNER OF THE
 CP3208'CHICHASAW GROCERY MART,  A COPPER BOLT SET IN STONE ABOUT
 CP3208'3 FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CP3208'BEARING A US CORPS OF ENGINEERS STANDARD CAP.
 CP3208'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP3208'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3287 ***********************************************************************
 BK3287  DESIGNATION -  CHICKEN
 BK3287  PID         -  BK3287
 BK3287  STATE/COUNTY-  LA/CALCASIEU
 BK3287  USGS QUAD   -  MOSS BLUFF (1994)
 BK3287
 BK3287                         *CURRENT SURVEY CONTROL
 BK3287  ___________________________________________________________________
 BK3287* NAD 83(1992)-  30 15 13.38237(N)    093 10 49.50307(W)     ADJUSTED  
 BK3287* NAVD 88     -         6.2  **(meters)      20.   **(feet)  GPS OBS   
 BK3287  **This station is located in a subsidence area (see below).
 BK3287  ___________________________________________________________________
 BK3287  X           -    -305,924.873 (meters)                     COMP
 BK3287  Y           -  -5,505,628.582 (meters)                     COMP
 BK3287  Z           -   3,194,689.398 (meters)                     COMP
 BK3287  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK3287  ELLIP HEIGHT-         -21.27  (meters)          (02/20/02) GPS OBS
 BK3287  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3287
 BK3287  HORZ ORDER  -  FIRST
 BK3287  ELLP ORDER  -  FOURTH    CLASS I
 BK3287
 BK3287.The horizontal coordinates were established by GPS observations
 BK3287.and adjusted by the National Geodetic Survey in January 1995..
 BK3287
 BK3287 ** The orthometric height has not been validated since last determined
 BK3287 ** by differential leveling and should not be used for control purposes.
 BK3287 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3287 ** area with valid NAVD 88 orthometric heights.
 BK3287 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3287 ** epoch indicated which incorporates improved geoid heights for the
 BK3287 ** Southern Louisiana Subsidence area.
 BK3287 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3287.The orthometric height was determined by GPS observations and a
 BK3287.high-resolution geoid model.
 BK3287
 BK3287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3287
 BK3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3287
 BK3287.The ellipsoidal height was determined by GPS observations
 BK3287.and is referenced to NAD 83.
 BK3287
 BK3287.The geoid height was determined by GEOID03.
 BK3287
 BK3287;                    North         East     Units Scale Factor Converg.
 BK3287;SPC LA S     -   195,822.725   822,255.982   MT  0.99993544   -0 55 24.8
 BK3287;SPC LA S     -   642,461.72  2,697,684.83   sFT  0.99993544   -0 55 24.8
 BK3287;UTM  15      - 3,346,913.599   482,643.568   MT  0.99960372   -0 05 27.2
 BK3287
 BK3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3287!SPC LA S     -   1.00000334  x   0.99993544  =   0.99993878
 BK3287!UTM  15      -   1.00000334  x   0.99960372  =   0.99960706
 BK3287
 BK3287                          SUPERSEDED SURVEY CONTROL
 BK3287
 BK3287  ELLIP H (01/13/95)  -21.19   (m)                       GP(       ) 3 2
 BK3287  NAD 83(1992)-  30 15 13.38318(N)    093 10 49.50627(W) AD(       ) 1
 BK3287  ELLIP H (01/21/93)  -21.28   (m)                       GP(       ) 4 2
 BK3287  NAD 83(1986)-  30 15 13.40480(N)    093 10 49.49776(W) AD(       ) 1
 BK3287  NGVD 29 (05/20/88)    6.1    (m)           20.     (f) GPS OBS        
 BK3287
 BK3287.Superseded values are not recommended for survey control.
 BK3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3287.See file dsdata.txt to determine how the superseded data were derived.
 BK3287
 BK3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8264446914(NAD 83)
 BK3287_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3287_STAMPING: CHICKEN 1987
 BK3287_MARK LOGO: NGS   
 BK3287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3287+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 BK3287
 BK3287  HISTORY     - Date     Condition        Report By
 BK3287  HISTORY     - 1987     MONUMENTED       LADTD
 BK3287  HISTORY     - 19910108 GOOD             VFM
 BK3287  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3287  HISTORY     - 20050205 GOOD             USPSQD
 BK3287
 BK3287                          STATION DESCRIPTION
 BK3287
 BK3287'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3287'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHEAST OF DOWNTOWN
 BK3287'LAKE CHARLES,
 BK3287'5.5 KM (3.4 MI) SOUTH OF MOSS BLUFF, ALONG THE RIGHT-OF-WAY OF U.S.
 BK3287'HIGHWAY 171, IN A GRASS PLOT BETWEEN THE ENTRANCE AND EXIT DRIVES
 BK3287'TO A CHURCHES FRIED CHICKEN RESTAURANT.
 BK3287'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3287'
 BK3287'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10,
 BK3287'U.S. HIGHWAY 171 AND STATE HIGHWAY 14 IN THE NORTHEAST SECTION OF
 BK3287'LAKE CHARLES, (THE AZIMUTH MARK IS IN THE MEDIAN AT THE NORTH END
 BK3287'OF THE BRIDGE OVER THE INTERSTATE HIGHWAY), GO
 BK3287'NORTH FOR 0.7 KM (0.5 MI) ON HIGHWAY 171 TO THE STATION ON THE
 BK3287'RIGHT.
 BK3287'
 BK3287'THE STATION IS A STANDARD NGS DISK
 BK3287'STAMPED---CHICKEN 1987---,
 BK3287'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3287'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3287'2.7 METERS (9 FT) EAST FROM THE HIGHWAY CURB,
 BK3287'27.5 METERS (90 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BK3287'18.3 METERS (60 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 BK3287'RESTAURANT,
 BK3287'2.9 METERS (9.5 FT) NORTH FROM THE SOUTH CURB OF THE GRASS PLOT AND
 BK3287'2.7 METERS (9 FT) SOUTH FROM THE NORTH CURB OF THE GRASS PLOT.
 BK3287'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3287'STAMPED---CHICKEN 1987---,
 BK3287'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3287'
 BK3287'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3287'STAMPED---CHICKEN 1987---,
 BK3287'SET INTO A DRILL HOLE IN A 2.3 METER SQUARE CONCRETE PAD SUPPORTING
 BK3287'A SMALL MICROWAVE MAST IN THE HIGHWAY MEDIAN.
 BK3287'4.2 METERS (14 FT) NORTH-NORTHWEST FROM A CONCRETE WALL CONNECTING
 BK3287'THE NORTH AND SOUTH BOUND BRIDGES,
 BK3287'1 METERS (3.5 FT) NORTHWEST FROM THE WEST LEG OF THE MAST,
 BK3287'0.4 METERS (1.5 FT) SOUTHEAST FROM THE NORTHWEST CORNER OF THE PAD,
 BK3287'3.1 METERS (10 FT) WEST FROM THE EAST GUARDRAIL AND
 BK3287'1.5 METERS (5 FT) EAST FROM THE WEST GUARDRAIL.
 BK3287'TO REACH THE AZIMUTH FROM THE STATION,
 BK3287'GO NORTH FOR 0.7 KM (0.5 MI) ON HIGHWAY 171 TO THE MARK SET IN THE
 BK3287'MEDIAN AT THE BASE OF A SMALL MICROWAVE MAST.
 BK3287
 BK3287                          STATION RECOVERY (1991)
 BK3287
 BK3287'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3287'RECOVERED AS DESCRIBED.
 BK3287
 BK3287                          STATION RECOVERY (2002)
 BK3287
 BK3287'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMG)
 BK3287'MARK NOT FOUND.
 BK3287
 BK3287                          STATION RECOVERY (2005)
 BK3287
 BK3287'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BK3287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3288 ***********************************************************************
 BK3288  DESIGNATION -  CHICKEN AZ MK
 BK3288  PID         -  BK3288
 BK3288  STATE/COUNTY-  LA/CALCASIEU
 BK3288  USGS QUAD   -  LAKE CHARLES (1994)
 BK3288
 BK3288                         *CURRENT SURVEY CONTROL
 BK3288  ___________________________________________________________________
 BK3288* NAD 83(1992)-  30 14 49.69932(N)    093 10 49.65106(W)     ADJUSTED  
 BK3288* NAVD 88     -        12.   **(meters)      39.   **(feet)  VERTCON   
 BK3288  **This station is located in a subsidence area (see below).
 BK3288  ___________________________________________________________________
 BK3288  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK3288  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3288
 BK3288  HORZ ORDER  -  SECOND
 BK3288
 BK3288.The horizontal coordinates were established by classical geodetic methods
 BK3288.and adjusted by the National Geodetic Survey in January 1993..
 BK3288.No horizontal observational check was made to the station.
 BK3288
 BK3288 ** The orthometric height has not been validated since last determined
 BK3288 ** by differential leveling and should not be used for control purposes.
 BK3288 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3288 ** area with valid NAVD 88 orthometric heights.
 BK3288 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3288 ** epoch indicated which incorporates improved geoid heights for the
 BK3288 ** Southern Louisiana Subsidence area.
 BK3288 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3288
 BK3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3288
 BK3288.The geoid height was determined by GEOID03.
 BK3288
 BK3288;                    North         East     Units Scale Factor Converg.
 BK3288;SPC LA S     -   195,093.647   822,240.272   MT  0.99993494   -0 55 24.9
 BK3288;SPC LA S     -   640,069.74  2,697,633.29   sFT  0.99993494   -0 55 24.9
 BK3288;UTM  15      - 3,346,184.611   482,638.456   MT  0.99960372   -0 05 27.3
 BK3288
 BK3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3288!SPC LA S     -   1.00000236  x   0.99993494  =   0.99993730
 BK3288!UTM  15      -   1.00000236  x   0.99960372  =   0.99960608
 BK3288
 BK3288                          SUPERSEDED SURVEY CONTROL
 BK3288
 BK3288  NAD 83(1986)-  30 14 49.72094(N)    093 10 49.64251(W) AD(       ) 2
 BK3288  NGVD 29 (05/20/88)   12.     (m)           39.     (f) VERT ANG       
 BK3288
 BK3288.Superseded values are not recommended for survey control.
 BK3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3288.See file dsdata.txt to determine how the superseded data were derived.
 BK3288
 BK3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8263846185(NAD 83)
 BK3288_MARKER: DZ = AZIMUTH MARK DISK
 BK3288_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BK3288+WITH SETTING: PAVEMENT
 BK3288_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3288+STABILITY: SURFACE MOTION
 BK3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3288+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 BK3288
 BK3288  HISTORY     - Date     Condition        Report By
 BK3288  HISTORY     - 1987     MONUMENTED       LADTD
 BK3288  HISTORY     - 20021102 GOOD             USPSQD
 BK3288  HISTORY     - 20050205 GOOD             USPSQD
 BK3288
 BK3288                          STATION DESCRIPTION
 BK3288
 BK3288'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3288'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTHEAST OF DOWNTOWN
 BK3288'LAKE CHARLES,
 BK3288'6.4 KM (4 MI) SOUTH OF MOSS BLUFF, SET FLUSH IN A DRILL HOLE IN A
 BK3288'CONCRETE FOUNDATION SUPPORTING A SMALL MICROWAVE MAST IN THE MEDIAN
 BK3288'OF STATE HIGHWAY 14 AND U.S. HIGHWAY 171 AT THE NORTH END OF THE
 BK3288'OVERPASS OVER INTERSTATE HIGHWAY 10.
 BK3288'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3288'
 BK3288'THE STATION IS IN THE MEDIAN OF U.S. HIGHWAY 171 AT THE NORTH END
 BK3288'OF THE OVERPASS OVER INTERSTATE HIGHWAY 10.
 BK3288'
 BK3288'THE STATION IS A STANDARD NGS DISK
 BK3288'STAMPED---CHICKEN 1987---,
 BK3288'SET INTO A DRILL HOLE IN THE CONCRETE FOUNDATION SUPPORTING A SMALL
 BK3288'MICROWAVE MAST IN THE MEDIAN OF THE HIGHWAY.
 BK3288'4.2 METERS (14 FT) NORTH-NORTHWEST FROM A CONCRETE WALL CONNECTING
 BK3288'THE NORTH AND SOUTH BOUND BRIDGES,
 BK3288'3.1 METERS (10 FT) WEST FROM THE EAST GUARDRAIL,
 BK3288'1.5 METERS (5 FT) EAST FROM THE WEST GUARDRAIL,
 BK3288'1 METERS (3.5 FT) NORTHWEST FROM THE WEST LEG OF THE MAST AND
 BK3288'0.4 METERS (1.5 FT) SOUTHEAST FROM THE NORTHWEST CORNER OF THE
 BK3288'CONCRETE FOUNDATION.
 BK3288
 BK3288                          STATION RECOVERY (2002)
 BK3288
 BK3288'RECOVERY NOTE BY US POWER SQUADRON 2002 (KDW)
 BK3288'RECOVERED IN GOOD CONDITION.
 BK3288
 BK3288                          STATION RECOVERY (2005)
 BK3288
 BK3288'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BK3288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0950 ***********************************************************************
 AT0950  DESIGNATION -  CHICO POINT 2
 AT0950  PID         -  AT0950
 AT0950  STATE/COUNTY-  LA/ST BERNARD
 AT0950  USGS QUAD   -  POINT CHICOT (1994)
 AT0950
 AT0950                         *CURRENT SURVEY CONTROL
 AT0950  ___________________________________________________________________
 AT0950* NAD 83(1992)-  29 43 50.66093(N)    089 15 45.60980(W)     ADJUSTED  
 AT0950* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0950  ___________________________________________________________________
 AT0950  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AT0950  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AT0950
 AT0950  HORZ ORDER  -  SECOND
 AT0950
 AT0950.The horizontal coordinates were established by classical geodetic methods
 AT0950.and adjusted by the National Geodetic Survey in May 1994..
 AT0950
 AT0950.The orthometric height was scaled from a topographic map.
 AT0950
 AT0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0950
 AT0950.The geoid height was determined by GEOID03.
 AT0950
 AT0950;                    North         East     Units Scale Factor Converg.
 AT0950;SPC LA S     -   138,230.745 1,200,304.245   MT  0.99993679   +1 02 07.3
 AT0950;SPC LA S     -   453,512.04  3,937,998.18   sFT  0.99993679   +1 02 07.3
 AT0950;UTM  16      - 3,291,093.378   281,154.938   MT  1.00019096   -1 07 21.2
 AT0950
 AT0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0950!SPC LA S     -   1.00000400  x   0.99993679  =   0.99994079
 AT0950!UTM  16      -   1.00000400  x   1.00019096  =   1.00019496
 AT0950
 AT0950|---------------------------------------------------------------------|
 AT0950| PID    Reference Object                     Distance      Geod. Az  |
 AT0950|                                                           dddmmss.s |
 AT0950| DD6530 CHICO POINT 2 RM 2                   23.539 METERS 01343     |
 AT0950| DD6529 CHICO POINT 2 RM 1                   27.128 METERS 02342     |
 AT0950| AT0951 CHICO POINT 2 AZ MK                 APPROX. 0.5 KM 3055232.9 |
 AT0950|---------------------------------------------------------------------|
 AT0950
 AT0950                          SUPERSEDED SURVEY CONTROL
 AT0950
 AT0950  NAD 83(1992)-  29 43 50.66292(N)    089 15 45.60710(W) AD(       ) 2
 AT0950  NAD 83(1986)-  29 43 50.66662(N)    089 15 45.60964(W) AD(       ) 2
 AT0950  NAD 27      -  29 43 49.93000(N)    089 15 45.44500(W) AD(       ) 2
 AT0950
 AT0950.Superseded values are not recommended for survey control.
 AT0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0950.See file dsdata.txt to determine how the superseded data were derived.
 AT0950
 AT0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8115591093(NAD 83)
 AT0950_MARKER: DS = TRIANGULATION STATION DISK
 AT0950_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0950_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0950
 AT0950  HISTORY     - Date     Condition        Report By
 AT0950  HISTORY     - 1955     MONUMENTED       CGS
 AT0950  HISTORY     - 1958     GOOD             CITGO
 AT0950  HISTORY     - 1966     GOOD             CGS
 AT0950  HISTORY     - 1970     MARK NOT FOUND   NGS
 AT0950
 AT0950                          STATION DESCRIPTION
 AT0950
 AT0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0950'THE STATION IS LOCATED ABOUT 1000 FEET NORTHWEST OF THE SOUTH TIP OF
 AT0950'CHICOT ISLAND.
 AT0950'
 AT0950'THE STATION MARK IS 120 YARDS EAST OF A SMALL INLET, 100 YARDS NORTH
 AT0950'OF THE SOUTH SHORE
 AT0950'LINE, AND 105 YARDS WEST OF THE EAST SHORE LINE.
 AT0950'THE MARK PROJECTS 2 FEET, AND THE
 AT0950'DISK IS STAMPED CHICO POINT 2 19559
 AT0950'
 AT0950'REFERENCE MARK NO. 1 PROJECTS 2 FEET, AND THE DISK IS STAMPED CHICO
 AT0950'POINT 2 NO 1 1955.
 AT0950'
 AT0950'REFERENCE MARK NO. 2 PROJECTS 2 FEET, AND THE DISK IS STAMPED CHICO
 AT0950'POINT 2 NO 2 1955.
 AT0950'
 AT0950'NO AZIMUTH MARK WAS SET BY THIS PARTY, HOWEVER A SURVEYING SIGNAL AT
 AT0950'THE NORTH TIP OF
 AT0950'THE ISLAND WAS CUT IN.  THIS SIGNAL SITS ATOP A
 AT0950'SECTION OF 2-INCH CAST IRON PIPE
 AT0950'WHICH IS DRIVEN IN THE GROUND.  NO
 AT0950'INFORMATION AVAILABLE AS TO THE DESIGNATION OF THIS
 AT0950'MARK.
 AT0950'
 AT0950'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE FILLED
 AT0950'8-FOOT LENGTH OF
 AT0950'4-INCH ORANGEBURG BLACK SOIL PIPE.
 AT0950
 AT0950                          STATION RECOVERY (1958)
 AT0950
 AT0950'RECOVERY NOTE BY CITIES SERVICE COMPANY 1958 (IHW)
 AT0950'RECOVERED IN GOOD CONDITION.
 AT0950
 AT0950                          STATION RECOVERY (1966)
 AT0950
 AT0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0950'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 AT0950'CONDITION.  THE
 AT0950'DISTANCE TO REFERENCE MARK NO.  1 WAS FOUND TO BE .10 OF A FOOT
 AT0950'SHORTER THAN THE
 AT0950'PREVIOUS MEASUREMENT.  REFERENCE MARK NO.  2 WAS NOT
 AT0950'RECOVERED AND SHOULD BE CONSIDERED
 AT0950'LOST.  THE DIRECTION TO THE
 AT0950'REFERENCE MARK WAS FOUND TO HAVE BEEN IN ERROR.  AN
 AT0950'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. A NEW DESCRIPTION FOLLOWS
 AT0950'
 AT0950'THE STATION IS LOCATED NEAR THE SOUTH TIP OF CHICOT ISLAND, ON THE
 AT0950'WEST SHORE OF
 AT0950'CHANDELEUR SOUND.
 AT0950'
 AT0950'THE STATION IS A STANDARD DISK STAMPED CHICO POINT 2 1955, SET IN
 AT0950'CONCRETE IN THE
 AT0950'TOP OF A 5 INCH ORANGEBURG PIPE WHICH PROJECTS 1.9
 AT0950'FEET.  IT IS 282 FEET NORTH OF THE
 AT0950'SOUTH TOP OF THE ISLAND, 45 FEET
 AT0950'SOUTHWEST OF THE EAST SHORE LINE, AND 5 FEET EAST OF
 AT0950'A METAL WITNESS
 AT0950'POST.
 AT0950'
 AT0950'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHICO POINT 2 NO 1
 AT0950'1955, SET IN
 AT0950'CONCRETE IN THE TOP OF A 5 INCH ORANGEBURG PIPE WHICH
 AT0950'PROJECTS 2.2 FEET.  IT IS 90
 AT0950'FEET NORTH OF THE METAL WITNESS POST,
 AT0950'AND 18 FEET WEST OF THE EAST SHORELINE.
 AT0950'
 AT0950'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTHWEST SIDE OF CHICOT ISLAND.
 AT0950'IT IS A STANDARD
 AT0950'DISK STAMPED CHICO POINT 2 1955 1966, CRIMPED TO THE
 AT0950'TOP OF A 5/8 INCH COPPER WELD
 AT0950'GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT0950'IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 20
 AT0950'INCHES.  IT IS 135 FEET
 AT0950'NORTHEAST OF THE WEST SHORELINE, AND 4 FEET EAST OF A METAL
 AT0950'WITNESS POST.
 AT0950'
 AT0950'THIS STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT0950
 AT0950                          STATION RECOVERY (1970)
 AT0950
 AT0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0950'THE STATION MARK AND REFERENCE MARK NO. 1 WERE SEARCHED FOR BUT NOT
 AT0950'FOUND.  THE SOUTHEAST POINT OF THE ISLAND, WHERE THE STATION WAS
 AT0950'LOCATED, HAS ERODED AWAY AND THE STATION SHOULD BE CONSIDERED
 AT0950'LOST.
 AT0950'
 AT0950'THE AZIMUTH MARK ESTABLISHED IN 1966 BY L.M. CHASE WAS RECOVERED AND
 AT0950'FOUND IN GOOD CONDITION.  A SECOND ORDER POSITION WAS DETERMINED FOR
 AT0950'THIS AZMUTH MARK IN 1966 BY TELLUROMETER TRAVERSE, AND THIS MARK
 AT0950'WAS USED AS THE STATION AT THIS TIME.  TWO NEW REFERENCE MARKS,
 AT0950'NUMBERS 3 AND 4, WERE ESTABLISHED AT THIS TIME.  AN ADDITIONAL
 AT0950'AZIMUTH MARK TO THIS AZIMUTH MARK WAS ESTABLISHED AND THE DISTANCE
 AT0950'MEASURED BY DIST O MAT TRAVERSE.
 AT0950'
 AT0950'NOTE--SEE DESCRIPTION FOR CHICO POINT 2 AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0951 ***********************************************************************
 AT0951  DESIGNATION -  CHICO POINT 2 AZ MK
 AT0951  PID         -  AT0951
 AT0951  STATE/COUNTY-  LA/ST BERNARD
 AT0951  USGS QUAD   -  POINT CHICOT (1994)
 AT0951
 AT0951                         *CURRENT SURVEY CONTROL
 AT0951  ___________________________________________________________________
 AT0951* NAD 83(1992)-  29 44 00.96368(N)    089 16 01.93255(W)     ADJUSTED  
 AT0951* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0951  ___________________________________________________________________
 AT0951  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AT0951  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AT0951
 AT0951  HORZ ORDER  -  THIRD
 AT0951
 AT0951.The horizontal coordinates were established by classical geodetic methods
 AT0951.and adjusted by the National Geodetic Survey in May 1994..
 AT0951.No horizontal observational check was made to the station.
 AT0951
 AT0951.The orthometric height was scaled from a topographic map.
 AT0951
 AT0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0951
 AT0951.The geoid height was determined by GEOID03.
 AT0951
 AT0951;                    North         East     Units Scale Factor Converg.
 AT0951;SPC LA S     -   138,539.989 1,199,859.971   MT  0.99993656   +1 01 59.1
 AT0951;SPC LA S     -   454,526.61  3,936,540.59   sFT  0.99993656   +1 01 59.1
 AT0951;UTM  16      - 3,291,419.215   280,722.512   MT  1.00019330   -1 07 29.7
 AT0951
 AT0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0951!SPC LA S     -   1.00000400  x   0.99993656  =   0.99994056
 AT0951!UTM  16      -   1.00000400  x   1.00019330  =   1.00019730
 AT0951
 AT0951|---------------------------------------------------------------------|
 AT0951| PID    Reference Object                     Distance      Geod. Az  |
 AT0951|                                                           dddmmss.s |
 AT0951| DD6527 CHICO POINT 2 AZ MK RM 3             19.753 METERS 02453     |
 AT0951| DD6528 CHICO POINT 2 AZ MK RM 4             19.077 METERS 10207     |
 AT0951| AT0957 CHICO POINT 2 AZ MK AZIMUTH         421.766 METERS 1205809.0 |
 AT0951|---------------------------------------------------------------------|
 AT0951
 AT0951                          SUPERSEDED SURVEY CONTROL
 AT0951
 AT0951  NAD 83(1992)-  29 44 00.96569(N)    089 16 01.92984(W) AD(       ) 3
 AT0951  NAD 83(1986)-  29 44 00.96943(N)    089 16 01.93234(W) AD(       ) 3
 AT0951  NAD 27      -  29 44 00.23300(N)    089 16 01.76700(W) AD(       ) 3
 AT0951
 AT0951.Superseded values are not recommended for survey control.
 AT0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0951.See file dsdata.txt to determine how the superseded data were derived.
 AT0951
 AT0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8072391419(NAD 83)
 AT0951_MARKER: DZ = AZIMUTH MARK DISK
 AT0951_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0951_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0951
 AT0951  HISTORY     - Date     Condition        Report By
 AT0951  HISTORY     - 1966     MONUMENTED       CGS
 AT0951  HISTORY     - 1970     GOOD             NGS
 AT0951
 AT0951                          STATION DESCRIPTION
 AT0951
 AT0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT0951'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTHWEST SIDE OF CHICOT ISLAND.
 AT0951'IT IS A STANDARD
 AT0951'DISK STAMPED CHICO POINT 2 1955 1966, CRIMPED TO THE
 AT0951'TOP OF A 5/8 INCH COPPER WELD
 AT0951'GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT0951'IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 20
 AT0951'INCHES.  IT IS 135 FEET
 AT0951'NORTHEAST OF THE WEST SHORELINE, AND 4 FEET EAST OF A METAL
 AT0951'WITNESS POST.
 AT0951
 AT0951                          STATION RECOVERY (1970)
 AT0951
 AT0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0951'THE STATION WAS VISITED 4-14-70, AND THE MARK WAS RECOVERED AND
 AT0951'FOUND IN GOOD CONDITION.  THIS MARK WAS ESTABLISHED AND A SECOND
 AT0951'ORDER POSITION DETERMINED FOR IN 1966 BY TELLUROMETER TRAVERSE FROM
 AT0951'STATION CHICO POINT 2 1955.  STATION CHICO POINT 2 1955 AND
 AT0951'REFERENCE MARK NO. 1 WERE SEARCHED FOR BUT NOT FOUND AS THE POINT
 AT0951'OF LAND WHERE THE STATION WAS LOCATED HAS ERODED AWAY.  REFERENCE
 AT0951'MARKS NUMBER 3 AND 4, AND AN AZIMUTH MARK TO THE AZIMUTH MARK,
 AT0951'WERE ESTABLISHED AT THIS TIME.  THE DISTANCE TO THE NEW
 AT0951'AZIMUTH MARK WAS MEASURED WITH A DIST O MAT.  THE DISTANCE FROM
 AT0951'REFERENCE MARK NO. 3 TO THE NEW AZIMUTH MARK WAS ALSO MEASURED
 AT0951'WITH A DIST O MAT.  A COMPLETE DESCRIPTION FOLLOWS--
 AT0951'
 AT0951'THE STATION IS LOCATED ABOUT 26 MILES EAST-SOUTHEAST OF SHELL BEACH,
 AT0951'6 MILES SOUTH OF COMFORT ISLAND, 4 MILES EAST-SOUTHEAST OF ELOI BAY
 AT0951'AND ON THE SOUTHWEST SIDE OF, AND ABOUT MIDWAY OF CHICOT ISLAND.
 AT0951'IT IS 109 FEET NORTHEAST OF A SMALL POINT OF LAND, 69 FEET
 AT0951'NORTH-NORTHEAST OF A SMALL COVE AND 70 FEET EAST-SOUTHEAST OF
 AT0951'THE NEAREST SHORELINE TO THE WEST.  IT IS A C AND GS AZIMUTH
 AT0951'MARK DISK, STAMPED CHICO POINT 2 1955 1966, CRIMPED TO THE TOP OF
 AT0951'A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG AND ENCASED IN A
 AT0951'4 INCH ORANGEBURG PIPE WHICH PROJECTS 20 INCHES.  IT IS 1.5 FEET NNE
 AT0951'OF A METAL WITNESS POST.
 AT0951'
 AT0951'REFERENCE MARK NO. 3 IS 64.80 FEET NORTH-NORTHEAST OF THE STATION.
 AT0951'IT IS 93 FEET EAST OF THE WEST SHORELINE AND 66 FEET
 AT0951'NORTH-NORTHEAST OF THE METAL WITNESS POST.  IT IS A C AND GS
 AT0951'REFERENCE MARK DISK, STAMPED CHICO PT 2 AZ 1955 1966 NO 3 1970,
 AT0951'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT0951'LONG AND ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 18
 AT0951'INCHES.
 AT0951'
 AT0951'REFERENCE MARK NO. 4 IS 62.60 FEET EAST OF THE STATION.  IT IS 135
 AT0951'FEET EAST OF THE WEST SHORELINE, 75 FEET NORTH OF A SMALL COVE AND
 AT0951'63 FEET EAST OF THE METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 AT0951'MARK DISK, STAMPED CHICO PT 2 1955 NO 4 1970, CRIMPED TO THE TOP
 AT0951'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND ENCASED IN A
 AT0951'4 INCH ORANGEBURG PIPE WHICH PROJECTS 18 INCHES.
 AT0951'
 AT0951'THE AZIMUTH MARK IS 421.764 METERS EAST-SOUTHEAST OF THE STATION.
 AT0951'IT IS ABOUT 200 PACES NORTHWEST OF THE SOUTHEAST TIP OF THE ISLAND,
 AT0951'82 PACES SOUTH-SOUTHWEST OF THE NORTHEAST SHORELINE, AND 80 PACES
 AT0951'NORTH-NORTHEAST OF THE SOUTHWEST SHORELINE.  IT IS A C AND GS
 AT0951'AZIMUTH MARK DISK, STAMPED CHICO PT 2 AZ 1955 1966 1970, CRIMPED TO
 AT0951'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND
 AT0951'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 18 INCHES.  A
 AT0951'METAL WITNESS POST WAS SET 1.5 FEET SOUTHEAST OF THE MARK.
 AT0951'
 AT0951'NOTE--STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0951'
 AT0951'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES ESE OF
 AT0951'SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0957 ***********************************************************************
 AT0957  DESIGNATION -  CHICO POINT 2 AZ MK AZIMUTH
 AT0957  PID         -  AT0957
 AT0957  STATE/COUNTY-  LA/ST BERNARD
 AT0957  USGS QUAD   -  POINT CHICOT (1994)
 AT0957
 AT0957                         *CURRENT SURVEY CONTROL
 AT0957  ___________________________________________________________________
 AT0957* NAD 83(1992)-  29 43 53.91500(N)    089 15 48.47544(W)     ADJUSTED  
 AT0957* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0957  ___________________________________________________________________
 AT0957  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AT0957  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AT0957
 AT0957  HORZ ORDER  -  THIRD
 AT0957
 AT0957.The horizontal coordinates were established by classical geodetic methods
 AT0957.and adjusted by the National Geodetic Survey in May 1994..
 AT0957.No horizontal observational check was made to the station.
 AT0957
 AT0957.The orthometric height was scaled from a topographic map.
 AT0957
 AT0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0957
 AT0957.The geoid height was determined by GEOID03.
 AT0957
 AT0957;                    North         East     Units Scale Factor Converg.
 AT0957;SPC LA S     -   138,329.527 1,200,225.442   MT  0.99993672   +1 02 05.9
 AT0957;SPC LA S     -   453,836.12  3,937,739.64   sFT  0.99993672   +1 02 05.9
 AT0957;UTM  16      - 3,291,195.084   281,079.891   MT  1.00019136   -1 07 22.8
 AT0957
 AT0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0957!SPC LA S     -   1.00000400  x   0.99993672  =   0.99994072
 AT0957!UTM  16      -   1.00000400  x   1.00019136  =   1.00019536
 AT0957
 AT0957                          SUPERSEDED SURVEY CONTROL
 AT0957
 AT0957  NAD 83(1992)-  29 43 53.91702(N)    089 15 48.47272(W) AD(       ) 3
 AT0957  NAD 83(1986)-  29 43 53.92072(N)    089 15 48.47525(W) AD(       ) 3
 AT0957  NAD 27      -  29 43 53.18455(N)    089 15 48.30992(W) AD(       ) 3
 AT0957
 AT0957.Superseded values are not recommended for survey control.
 AT0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0957.See file dsdata.txt to determine how the superseded data were derived.
 AT0957
 AT0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8108091195(NAD 83)
 AT0957_MARKER: DZ = AZIMUTH MARK DISK
 AT0957_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0957+WITH SETTING: INFORMATION.
 AT0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0957
 AT0957  HISTORY     - Date     Condition        Report By
 AT0957  HISTORY     - 1970     MONUMENTED       NGS
 AT0957
 AT0957                          STATION DESCRIPTION
 AT0957
 AT0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0957'THE AZIMUTH MARK IS 421.764 METERS EAST-SOUTHEAST OF THE STATION.
 AT0957'IT IS ABOUT 200 PACES NORTHWEST OF THE SOUTHEAST TIP OF THE ISLAND,
 AT0957'82 PACES SOUTH-SOUTHWEST OF THE NORTHEAST SHORELINE, AND 80 PACES
 AT0957'NORTH-NORTHEAST OF THE SOUTHWEST SHORELINE.  IT IS A C AND GS
 AT0957'AZIMUTH MARK DISK, STAMPED CHICO PT 2 AZ 1955 1966 1970, CRIMPED TO
 AT0957'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND
 AT0957'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 18 INCHES.  A
 AT0957'METAL WITNESS POST WAS SET 1.5 FEET SOUTHEAST OF THE MARK.
 AT0957'
 AT0957'NOTE--STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0957'
 AT0957'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES ESE OF
 AT0957'SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2675 ***********************************************************************
 BK2675  DESIGNATION -  CHICOT
 BK2675  PID         -  BK2675
 BK2675  STATE/COUNTY-  LA/EVANGELINE
 BK2675  USGS QUAD   -  ST LANDRY (1983)
 BK2675
 BK2675                         *CURRENT SURVEY CONTROL
 BK2675  ___________________________________________________________________
 BK2675* NAD 83(1992)-  30 47 09.89066(N)    092 20 18.05936(W)     ADJUSTED  
 BK2675* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 BK2675  ___________________________________________________________________
 BK2675  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BK2675  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2675
 BK2675  HORZ ORDER  -  FIRST
 BK2675
 BK2675.The horizontal coordinates were established by classical geodetic methods
 BK2675.and adjusted by the National Geodetic Survey in January 1993..
 BK2675
 BK2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2675
 BK2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2675
 BK2675.The geoid height was determined by GEOID03.
 BK2675
 BK2675;                    North         East     Units Scale Factor Converg.
 BK2675;SPC LA S     -   253,828.723   903,802.409   MT  1.00001944   -0 30 09.1
 BK2675;SPC LA S     -   832,769.74  2,965,225.07   sFT  1.00001944   -0 30 09.1
 BK2675;UTM  15      - 3,406,081.795   563,306.375   MT  0.99964944   +0 20 19.2
 BK2675
 BK2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2675!SPC LA S     -   0.99999798  x   1.00001944  =   1.00001742
 BK2675!UTM  15      -   0.99999798  x   0.99964944  =   0.99964742
 BK2675
 BK2675|---------------------------------------------------------------------|
 BK2675| PID    Reference Object                     Distance      Geod. Az  |
 BK2675|                                                           dddmmss.s |
 BK2675| CW1211 CHICOT RM 2                          40.325 METERS 22845     |
 BK2675| CW1209 CHICOT AZ MK                                       3385000.6 |
 BK2675| CW1210 CHICOT RM 1                          45.708 METERS 34822     |
 BK2675|---------------------------------------------------------------------|
 BK2675
 BK2675                          SUPERSEDED SURVEY CONTROL
 BK2675
 BK2675  NAD 83(1986)-  30 47 09.91129(N)    092 20 18.05321(W) AD(       ) 1
 BK2675  NAD 27      -  30 47 09.20473(N)    092 20 17.58821(W) AD(       ) 1
 BK2675  NGVD 29 (07/19/86)   40.0    (m)          131.     (f) VERT ANG       
 BK2675
 BK2675.Superseded values are not recommended for survey control.
 BK2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2675.See file dsdata.txt to determine how the superseded data were derived.
 BK2675
 BK2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6330606082(NAD 83)
 BK2675_MARKER: DS = TRIANGULATION STATION DISK
 BK2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2675
 BK2675  HISTORY     - Date     Condition        Report By
 BK2675  HISTORY     - 1969     MONUMENTED       CGS
 BK2675
 BK2675                          STATION DESCRIPTION
 BK2675
 BK2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2675'NO MEASUREMENT BETWEEN RMS DUE TO LARGE TREE ON LINE.
 BK2675'
 BK2675'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF
 BK2675'VILLE PLATTE, 7-1/2 MILES SOUTHEAST OF TURKEY CREEK, 5 MILES
 BK2675'EAST OF PINE PRAIRIE, 2-1/4 MILES SOUTH-SOUTHEAST OF BAYOU
 BK2675'CHICOT AND ON PROPERTY OWNED BY THE HASS INVESTMENT COMPANY.
 BK2675'
 BK2675'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 BK2675'AND STATE HIGHWAY 106 IN THE VILLAGE OF BAYOU CHICOT, GO
 BK2675'SOUTHEAST ON U.S. HIGHWAY 167 FOR 2.05 MILE TO THE AZIMUTH MARK
 BK2675'ON THE LEFT.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 167 FOR 0.25
 BK2675'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BK2675'
 BK2675'STATION MARK IS A STANDARD DISK, STAMPED CHICOT 1969, SET IN
 BK2675'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BK2675'FLUSH.  IT IS 99 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 BK2675'167, 48 FEET SOUTHWEST OF THE MOST NORTHERLY OF TWO LARGE OAK
 BK2675'TREES, 46 FEET NORTHWEST OF FENCE CORNERPOST AND 3.7 FEET WEST OF
 BK2675'METAL WITNESS POST WITH SIGN ATTACHED.
 BK2675'
 BK2675'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHICOT NO 1 1969,
 BK2675'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2675'PROJECTS 1 INCH.  IT IS 62 FEET WEST OF THE CENTERLINE OF U.S.
 BK2675'HIGHWAY 167, 25.5 FEET NORTH OF TELEPHONE POLE AND 1 FOOT WEST
 BK2675'OF FENCELINE.
 BK2675'
 BK2675'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHICOT NO 2 1969,
 BK2675'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2675'PROJECTS 1 INCH.  IT IS 103 FEET NORTH OF THE NORTHWEST CORNER
 BK2675'OF BARN, 7 FEET WEST OF THE CENTER OF WOODEN GATE AND 1 FOOT
 BK2675'NORTH OF FENCE.
 BK2675'
 BK2675'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHICOT 1969, SET IN
 BK2675'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2675'PROJECTS 3 INCHES.  IT IS 60 FEET EAST OF THE CENTERLINE OF
 BK2675'U.S. HIGHWAY 167, 24 FEET SOUTH OF UTILITY POLE, 2.2 FEET SOUTH
 BK2675'OF METAL WITNESS POST WITH SIGN ATTACHED AND 0.5 FEET WEST OF
 BK2675'FENCELINE.
 BK2675'
 BK2675'HEIGHT OF LIGHT ABOVE STATION MARK 38.61 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2084 ***********************************************************************
 BJ2084  DESIGNATION -  CHICOT CAP
 BJ2084  PID         -  BJ2084
 BJ2084  STATE/COUNTY-  LA/IBERIA
 BJ2084  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2084
 BJ2084                         *CURRENT SURVEY CONTROL
 BJ2084  ___________________________________________________________________
 BJ2084* NAD 83(1986)-  30 02 03.     (N)    091 29 31.     (W)     SCALED    
 BJ2084* NAVD 88     -         1.47   (+/-2cm)       4.8    (feet)  VERTCON   
 BJ2084  ___________________________________________________________________
 BJ2084  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ2084
 BJ2084  VERT ORDER  -  ? (See Below)
 BJ2084
 BJ2084.The horizontal coordinates were scaled from a topographic map and have
 BJ2084.an estimated accuracy of +/- 6 seconds.
 BJ2084
 BJ2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2084.The vertical order pertains to the NGVD 29 superseded value.
 BJ2084
 BJ2084.The geoid height was determined by GEOID03.
 BJ2084
 BJ2084;                    North         East    Units  Estimated Accuracy
 BJ2084;SPC LA S     -   170,060.      984,700.      MT  (+/- 180 meters Scaled)
 BJ2084
 BJ2084                          SUPERSEDED SURVEY CONTROL
 BJ2084
 BJ2084  NGVD 29 (??/??/??)    1.499  (m)            4.92   (f) ADJUSTED    ?  
 BJ2084
 BJ2084.Superseded values are not recommended for survey control.
 BJ2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2084.See file dsdata.txt to determine how the superseded data were derived.
 BJ2084
 BJ2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP454235(NAD 83)
 BJ2084_MARKER: P = PIPE CAP
 BJ2084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2084
 BJ2084  HISTORY     - Date     Condition        Report By
 BJ2084  HISTORY     - UNK      MONUMENTED       DOD
 BJ2084  HISTORY     - 1936     GOOD             DOD
 BJ2084
 BJ2084                          STATION DESCRIPTION
 BJ2084
 BJ2084'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2084'5.8 MI W FROM TURKEY ISLAND.
 BJ2084'ABOUT 5/8 MILE WEST OF AND OPPOSITE A POINT ABOUT 1/4 MILE BELOW THE
 BJ2084'NORTHWEST END OF TURKEY ISLAND, IBERIA PARISH, ON THE WEST BANK OF
 BJ2084'CHICOT PASS, AT STATION 538+16.28 OF BAYOU CHENE CONTROL, ABOUT 4,000
 BJ2084'FEET ABOVE AN ISLAND IN THE PASS, ABOUT 650 FEET BELOW AND ACROSS THE
 BJ2084'PASS FROM ITS CONFLUENCE WITH LULA CHUTE, AND ABOUT 80 FEET WEST OF
 BJ2084'THE PASS.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2084'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3015 ***********************************************************************
 AU3015  DESIGNATION -  CHIEN 1934
 AU3015  PID         -  AU3015
 AU3015  STATE/COUNTY-  LA/TERREBONNE
 AU3015  USGS QUAD   -  LAKE FELICITY (1994)
 AU3015
 AU3015                         *CURRENT SURVEY CONTROL
 AU3015  ___________________________________________________________________
 AU3015* NAD 83(1992)-  29 19 12.93140(N)    090 26 03.92914(W)     ADJUSTED  
 AU3015* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3015  **This station is located in a subsidence area (see below).
 AU3015  ___________________________________________________________________
 AU3015  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AU3015  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AU3015
 AU3015  HORZ ORDER  -  THIRD
 AU3015
 AU3015.The horizontal coordinates were established by classical geodetic methods
 AU3015.and adjusted by the National Geodetic Survey in January 1993..
 AU3015
 AU3015 ** The orthometric height has not been validated since last determined
 AU3015 ** by differential leveling and should not be used for control purposes.
 AU3015 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3015 ** area with valid NAVD 88 orthometric heights.
 AU3015 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3015 ** epoch indicated which incorporates improved geoid heights for the
 AU3015 ** Southern Louisiana Subsidence area.
 AU3015 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3015.The orthometric height was scaled from a topographic map.
 AU3015
 AU3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3015
 AU3015.The geoid height was determined by GEOID03.
 AU3015
 AU3015;                    North         East     Units Scale Factor Converg.
 AU3015;SPC LA S     -    91,265.624 1,087,316.051   MT  0.99999577   +0 26 58.1
 AU3015;SPC LA S     -   299,427.30  3,567,302.74   sFT  0.99999577   +0 26 58.1
 AU3015;UTM  15      - 3,246,201.205   749,156.335   MT  1.00036608   +1 15 25.2
 AU3015
 AU3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3015!SPC LA S     -   1.00000385  x   0.99999577  =   0.99999962
 AU3015!UTM  15      -   1.00000385  x   1.00036608  =   1.00036993
 AU3015
 AU3015                          SUPERSEDED SURVEY CONTROL
 AU3015
 AU3015  NAD 83(1986)-  29 19 12.94821(N)    090 26 03.93884(W) AD(       ) 3
 AU3015  NAD 27      -  29 19 12.13600(N)    090 26 03.63300(W) AD(       ) 3
 AU3015
 AU3015.Superseded values are not recommended for survey control.
 AU3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3015.See file dsdata.txt to determine how the superseded data were derived.
 AU3015
 AU3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4915646201(NAD 83)
 AU3015_MARKER: DS = TRIANGULATION STATION DISK
 AU3015_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3015_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3015
 AU3015  HISTORY     - Date     Condition        Report By
 AU3015  HISTORY     - 1934     MONUMENTED       CGS
 AU3015  HISTORY     - 1952     GOOD             CGS
 AU3015
 AU3015                          STATION DESCRIPTION
 AU3015
 AU3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3015'STATION IS ON THE NE SHORE OF LAKE FELICITY, ON THE S SIDE
 AU3015'OF THE POINT, KNOWN LOCALLY AS GRAND POINT, THAT SEPARATES
 AU3015'LAKE FELICITY FROM LAKE CHIEN, ABOUT 200 METERS (650 FEET)
 AU3015'E OF THE EXTREME POINT, 20 METERS (65 FEET) INSHORE FROM
 AU3015'THE LAKE IN SOFT MARSH.
 AU3015'
 AU3015'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3015'IN THE TOP OF A TILE.
 AU3015'
 AU3015'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3015'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU3015'DRIVEN INTO THE MARSH, IS 15.818 METERS (51.90 FEET) FROM
 AU3015'THE STATION N 33 DEG E (MAGNETIC).
 AU3015'
 AU3015'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU3015'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3015'PILE DRIVEN INTO THE MARSH, IS 17.385 METERS (57.04 FEET)
 AU3015'FROM THE STATION S 28 DEG E (MAGNETIC).
 AU3015
 AU3015                          STATION RECOVERY (1952)
 AU3015
 AU3015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3015'STATION AND REFERENCE MARK 2 WERE RECOVERED IN POOR CONDITION.
 AU3015'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 AU3015'NEW DESCRIPTION FOLLOWS--
 AU3015'
 AU3015'STATION IS LOCATED ON THE S SIDE OF GRAND POINT (THE POINT
 AU3015'WHICH SEPARATES LAKE CHIEN AND LAKE FELICITY), ABOUT 1300 FT.
 AU3015'E OF THE EXTREME POINT, AND IN THE WATER.  THE APPARENT
 AU3015'SHORELINE IS 20 FT. N 10 DEG W (MAGNETIC).  IT IS A
 AU3015'STANDARD DISK, STAMPED CHIEN 1934 AND SET IN THE TOP OF A
 AU3015'10-IN. CONCRETE MONUMENT.
 AU3015'
 AU3015'REFERENCE MARK 1 IS 15.818 M. (51.90 FT.) FROM THE STATION
 AU3015'N 33 DEG E (MAGNETIC), AND 13 FT. N OF THE APPARENT
 AU3015'SHORELINE.  IT IS A STANDARD DISK, STAMPED CHIEN NO 1 1934
 AU3015'AND SET IN THE TOP OF A 8- BY 8-IN. CONCRETE MONUMENT PROJECTING
 AU3015'1 IN. ABOVE THE GROUND.
 AU3015'
 AU3015'REFERENCE MARK 2 IS 17.385 M. (57.04 FT.) FROM THE STATION
 AU3015'S 28 DEG E (MAGNETIC), AND 1 FT. S OF THE APPARENT
 AU3015'SHORELINE.
 AU3015'
 AU3015'THE STATION AND REFERENCE MARK 2 WILL PROBABLY BE WASHED
 AU3015'OUT SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0834 ***********************************************************************
 AV0834  DESIGNATION -  CHINA
 AV0834  PID         -  AV0834
 AV0834  STATE/COUNTY-  LA/CAMERON
 AV0834  USGS QUAD   -  BROWNS LAKE (1982)
 AV0834
 AV0834                         *CURRENT SURVEY CONTROL
 AV0834  ___________________________________________________________________
 AV0834* NAD 83(1992)-  29 57 50.94913(N)    093 24 20.62525(W)     ADJUSTED  
 AV0834* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0834  **This station is located in a subsidence area (see below).
 AV0834  ___________________________________________________________________
 AV0834  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AV0834  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AV0834
 AV0834  HORZ ORDER  -  THIRD
 AV0834
 AV0834.The horizontal coordinates were established by classical geodetic methods
 AV0834.and adjusted by the National Geodetic Survey in January 1993..
 AV0834
 AV0834 ** The orthometric height has not been validated since last determined
 AV0834 ** by differential leveling and should not be used for control purposes.
 AV0834 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0834 ** area with valid NAVD 88 orthometric heights.
 AV0834 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0834 ** epoch indicated which incorporates improved geoid heights for the
 AV0834 ** Southern Louisiana Subsidence area.
 AV0834 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0834.The orthometric height was scaled from a topographic map.
 AV0834
 AV0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0834
 AV0834.The geoid height was determined by GEOID03.
 AV0834
 AV0834;                    North         East     Units Scale Factor Converg.
 AV0834;SPC LA S     -   164,101.576   799,996.117   MT  0.99992595   -1 02 10.4
 AV0834;SPC LA S     -   538,389.92  2,624,653.93   sFT  0.99992595   -1 02 10.4
 AV0834;UTM  15      - 3,314,882.401   460,854.132   MT  0.99961891   -0 12 09.5
 AV0834
 AV0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0834!SPC LA S     -   1.00000426  x   0.99992595  =   0.99993021
 AV0834!UTM  15      -   1.00000426  x   0.99961891  =   0.99962317
 AV0834
 AV0834|---------------------------------------------------------------------|
 AV0834| PID    Reference Object                     Distance      Geod. Az  |
 AV0834|                                                           dddmmss.s |
 AV0834| CV9693 CHINA RM                             39.776 METERS 11954     |
 AV0834| AV0833 DEER                                APPROX. 8.4 KM 2701307.3 |
 AV0834|---------------------------------------------------------------------|
 AV0834
 AV0834                          SUPERSEDED SURVEY CONTROL
 AV0834
 AV0834  NAD 83(1986)-  29 57 50.97505(N)    093 24 20.61221(W) AD(       ) 3
 AV0834  NAD 27      -  29 57 50.20400(N)    093 24 20.04900(W) AD(       ) 3
 AV0834
 AV0834.Superseded values are not recommended for survey control.
 AV0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0834.See file dsdata.txt to determine how the superseded data were derived.
 AV0834
 AV0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6085414882(NAD 83)
 AV0834_MARKER: DD = SURVEY DISK
 AV0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0834
 AV0834  HISTORY     - Date     Condition        Report By
 AV0834  HISTORY     - 1933     MONUMENTED       USGS
 AV0834  HISTORY     - 1954     GOOD             CGS
 AV0834  HISTORY     - 1968     GOOD             CGS
 AV0834  HISTORY     - 1969     GOOD             CGS
 AV0834
 AV0834                          STATION DESCRIPTION
 AV0834
 AV0834'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JCB)
 AV0834'AT THE W END OF STARKS N CANAL, WHERE THIS CANAL TURNS S AFTER
 AV0834'A LONG E-W TANGENT ABOUT THIRTEEN MILES LONG.  IN THE SW
 AV0834'ANGLE OF THIS CANAL, 20 FEET S OF THE S BANK OF THE CANAL, ON THE
 AV0834'SPOIL BANK.  0.6 MILE N OF A HOUSE ON THE CANAL AND A SMALL
 AV0834'GROUP OF CHINABERRY TREES.
 AV0834'
 AV0834'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0834'IN THE TOPS OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0834'
 AV0834'STATION IS BEST REACHED BY BLACK BAYOU FROM THE INTRACOASTAL
 AV0834'CANAL TO STARKS N CANAL.  THEN W THIRTEEN MILES TO THE END
 AV0834'OF THE LONG TANGENT.
 AV0834'
 AV0834'REFERENCE MARK IS 130.5 FEET DISTANT FROM THE STATION IN
 AV0834'AZIMUTH 299 DEG 54 MIN.
 AV0834'
 AV0834'HEIGHT OF LIGHT ABOVE STATION MARK - 17 METERS.
 AV0834
 AV0834                          STATION RECOVERY (1954)
 AV0834
 AV0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RJL)
 AV0834'STATION RECOVERED AS DESCRIBED.
 AV0834'
 AV0834'REFERENCE MARKS WERE NOT SEARCHED FOR.
 AV0834
 AV0834                          STATION RECOVERY (1968)
 AV0834
 AV0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (MLB)
 AV0834'ORIGINAL DESCRIPTION IS ADEQUATE.
 AV0834'
 AV0834'STATION MARK IS UNSTABLE.  AND IS LEANING.
 AV0834'
 AV0834'REFERENCE MARK WAS NOT SEARCHED FOR.
 AV0834
 AV0834                          STATION RECOVERY (1969)
 AV0834
 AV0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (FLD)
 AV0834'STATION RECOVERED.  THE STATION IS IN FAIR CONDITION AND
 AV0834'LEANING W ABOUT 4 IN.  REF MARK NO. 1 IS IN FAIR CONDITION WITH
 AV0834'ADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3062 ***********************************************************************
 AU3062  DESIGNATION -  CHINA 1934
 AU3062  PID         -  AU3062
 AU3062  STATE/COUNTY-  LA/TERREBONNE
 AU3062  USGS QUAD   -  DOG LAKE (1994)
 AU3062
 AU3062                         *CURRENT SURVEY CONTROL
 AU3062  ___________________________________________________________________
 AU3062* NAD 83(1992)-  29 13 17.01114(N)    090 51 06.46742(W)     ADJUSTED  
 AU3062* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3062  ___________________________________________________________________
 AU3062  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU3062  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AU3062
 AU3062  HORZ ORDER  -  THIRD
 AU3062
 AU3062.The horizontal coordinates were established by classical geodetic methods
 AU3062.and adjusted by the National Geodetic Survey in January 1993..
 AU3062
 AU3062.The orthometric height was scaled from a topographic map.
 AU3062
 AU3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3062
 AU3062.The geoid height was determined by GEOID03.
 AU3062
 AU3062;                    North         East     Units Scale Factor Converg.
 AU3062;SPC LA S     -    80,063.034 1,046,820.776   MT  1.00001757   +0 14 26.8
 AU3062;SPC LA S     -   262,673.47  3,434,444.50   sFT  1.00001757   +0 14 26.8
 AU3062;UTM  15      - 3,234,425.949   708,813.253   MT  1.00013807   +1 02 56.8
 AU3062
 AU3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3062!SPC LA S     -   1.00000385  x   1.00001757  =   1.00002142
 AU3062!UTM  15      -   1.00000385  x   1.00013807  =   1.00014192
 AU3062
 AU3062                          SUPERSEDED SURVEY CONTROL
 AU3062
 AU3062  NAD 83(1986)-  29 13 17.03583(N)    090 51 06.47690(W) AD(       ) 3
 AU3062  NAD 27      -  29 13 16.22100(N)    090 51 06.15600(W) AD(       ) 3
 AU3062
 AU3062.Superseded values are not recommended for survey control.
 AU3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3062.See file dsdata.txt to determine how the superseded data were derived.
 AU3062
 AU3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0881334426(NAD 83)
 AU3062_MARKER: DS = TRIANGULATION STATION DISK
 AU3062_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3062_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3062
 AU3062  HISTORY     - Date     Condition        Report By
 AU3062  HISTORY     - 1934     MONUMENTED       CGS
 AU3062  HISTORY     - 1952     GOOD             CGS
 AU3062
 AU3062                          STATION DESCRIPTION
 AU3062
 AU3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3062'STATION IS ON CHINA ISLAND, IN A BAY KNOWN LOCALLY AS MUSSEL BAY
 AU3062'OR BAY MONCLEUCE, ON THE NE SIDE OF THE ISLAND, N OF THE SHRIMP
 AU3062'PLATFORM AND A GROUP OF HOUSES KNOWN AS CHINAMANS PLATFORM,
 AU3062'BETWEEN THE 2 NORTHERLY HOUSES AND 35 METERS (115 FEET) INSHORE.
 AU3062'
 AU3062'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3062'IN THE TOP OF A TILE.
 AU3062'
 AU3062'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE CENTER OF
 AU3062'A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU3062'INTO THE MARSH, IS 9.085 METERS (29.81 FEET) FROM THE STATION
 AU3062'IN A NORTHERLY DIRECTION.
 AU3062'
 AU3062'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE CENTER OF
 AU3062'A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN INTO
 AU3062'THE MARSH, IS 9.417 METERS (30.90 FEET) FROM THE STATION IN AN
 AU3062'EASTERLY DIRECTION.
 AU3062
 AU3062                          STATION RECOVERY (1952)
 AU3062
 AU3062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3062'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3062'THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND WERE FOUND
 AU3062'TO BE CORRECT, BUT THE DIRECTIONS GIVEN IN THE ORIGINAL
 AU3062'DESCRIPTION ARE INCORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3062'
 AU3062'STATION IS LOCATED ON CHINA ISLAND (WHICH LIES TO THE N OF
 AU3062'BAYOU GRAND CAILLOU BETWEEN BAYOU CHINE AND BAYOU NICHOLI),
 AU3062'ON THE SE SIDE OF THE ISLAND, NE OF A GROUP OF HOUSES AND A
 AU3062'SHRIMP PLATFORM, AND 3 FT. N OF A 4- BY 4-IN. WOODEN WITNESS
 AU3062'POST.  THE APPARENT SHORELINE OF BAYOU NICHOLI IS 110 FT.
 AU3062'S 68 DEG E.  IT IS A STANDARD DISK, STAMPED
 AU3062'CHINA 1934 AND SET IN THE TOP OF A 10-IN. CONCRETE MONUMENT
 AU3062'PROJECTING 1 IN. ABOVE THE GROUND.  AT THE TIME THAT THE
 AU3062'STATION WAS VISITED, THERE WAS A 12-FT. STAND IN PLACE OVER THE
 AU3062'STATION.
 AU3062'
 AU3062'REFERENCE MARK 1 IS 9.085 M. (29.81 FT.) NE OF THE STATION.
 AU3062'IT IS A STANDARD DISK, STAMPED CHINA 1934 NO 1 AND SET IN THE
 AU3062'TOP OF A 10- BY 10-IN. CONCRETE MONUMENT PROJECTING 3 IN. ABOVE
 AU3062'THE GROUND.
 AU3062'
 AU3062'REFERENCE MARK 2 IS 9.417 M. (30.90 FT.) W OF THE STATION.
 AU3062'IT IS A STANDARD DISK, STAMPED CHINA 1934 NO 2 AND SET IN THE
 AU3062'TOP OF A 10- BY 10-IN. CONCRETE MONUMENT PROJECTING 3 IN. ABOVE
 AU3062'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3601 ***********************************************************************
 BJ3601  DESIGNATION -  CHIP
 BJ3601  PID         -  BJ3601
 BJ3601  STATE/COUNTY-  LA/ST HELENA
 BJ3601  USGS QUAD   -  CHIPOLA (1984)
 BJ3601
 BJ3601                         *CURRENT SURVEY CONTROL
 BJ3601  ___________________________________________________________________
 BJ3601* NAD 83(1992)-  30 55 44.35967(N)    090 48 46.05971(W)     ADJUSTED  
 BJ3601* NAVD 88     -        81.361  (meters)     266.93   (feet)  ADJUSTED  
 BJ3601  ___________________________________________________________________
 BJ3601  X           -     -77,680.843 (meters)                     COMP
 BJ3601  Y           -  -5,475,537.314 (meters)                     COMP
 BJ3601  Z           -   3,259,170.434 (meters)                     COMP
 BJ3601  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BJ3601  ELLIP HEIGHT-          54.18  (meters)          (02/21/02) GPS OBS
 BJ3601  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3601  DYNAMIC HT  -          81.257 (meters)     266.59  (feet)  COMP
 BJ3601  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 BJ3601
 BJ3601  HORZ ORDER  -  FIRST
 BJ3601  VERT ORDER  -  SECOND    CLASS I
 BJ3601  ELLP ORDER  -  FOURTH    CLASS I
 BJ3601
 BJ3601.The horizontal coordinates were established by GPS observations
 BJ3601.and adjusted by the National Geodetic Survey in May 1994..
 BJ3601
 BJ3601.The orthometric height was determined by differential leveling
 BJ3601.and adjusted by the National Geodetic Survey in February 1994..
 BJ3601
 BJ3601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3601
 BJ3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3601
 BJ3601.The ellipsoidal height was determined by GPS observations
 BJ3601.and is referenced to NAD 83.
 BJ3601
 BJ3601.The geoid height was determined by GEOID03.
 BJ3601
 BJ3601.The dynamic height is computed by dividing the NAVD 88
 BJ3601.geopotential number by the normal gravity value computed on the
 BJ3601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3601.degrees latitude (g = 980.6199 gals.).
 BJ3601
 BJ3601.The modeled gravity was interpolated from observed gravity values.
 BJ3601
 BJ3601;                    North         East     Units Scale Factor Converg.
 BJ3601;SPC LA S     -   269,364.255 1,049,753.142   MT  1.00005672   +0 15 37.0
 BJ3601;SPC LA S     -   883,739.23  3,444,065.10   sFT  1.00005672   +0 15 37.0
 BJ3601;UTM  15      - 3,423,782.942   708,982.594   MT  1.00013876   +1 07 28.5
 BJ3601
 BJ3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3601!SPC LA S     -   0.99999149  x   1.00005672  =   1.00004821
 BJ3601!UTM  15      -   0.99999149  x   1.00013876  =   1.00013025
 BJ3601
 BJ3601:                Primary Azimuth Mark                     Grid Az
 BJ3601:SPC LA S     -  CHIP AZ MK                               133 23 15.5
 BJ3601:UTM  15      -  CHIP AZ MK                               132 31 24.0
 BJ3601
 BJ3601|---------------------------------------------------------------------|
 BJ3601| PID    Reference Object                     Distance      Geod. Az  |
 BJ3601|                                                           dddmmss.s |
 BJ3601| BJ3599 CHIP AZ MK                          APPROX. 0.7 KM 1333852.5 |
 BJ3601| BJ3600 CHIP RM 1                            26.408 METERS 19454     |
 BJ3601| BJ3602 CHIP RM 2                            26.988 METERS 31419     |
 BJ3601|---------------------------------------------------------------------|
 BJ3601
 BJ3601                          SUPERSEDED SURVEY CONTROL
 BJ3601
 BJ3601  ELLIP H (05/13/94)   54.25   (m)                       GP(       ) 4 1
 BJ3601  NAD 83(1992)-  30 55 44.35982(N)    090 48 46.05964(W) AD(       ) 1
 BJ3601  ELLIP H (01/21/93)   54.25   (m)                       GP(       ) 4 2
 BJ3601  NAD 83(1986)-  30 55 44.37737(N)    090 48 46.05493(W) AD(       ) 1
 BJ3601  NGVD 29 (06/20/87)   81.39   (m)          267.0    (f) LEVELING    3  
 BJ3601
 BJ3601.Superseded values are not recommended for survey control.
 BJ3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3601.See file dsdata.txt to determine how the superseded data were derived.
 BJ3601
 BJ3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0898323783(NAD 83)
 BJ3601_MARKER: DS = TRIANGULATION STATION DISK
 BJ3601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3601_SP_SET: CONCRETE POST
 BJ3601_STAMPING: CHIP 1984
 BJ3601_MARK LOGO: LADH  
 BJ3601_PROJECTION: RECESSED 2 CENTIMETERS
 BJ3601_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3601+STABILITY: SURFACE MOTION
 BJ3601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3601+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1985
 BJ3601
 BJ3601  HISTORY     - Date     Condition        Report By
 BJ3601  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3601  HISTORY     - 1984     GOOD             LADTD
 BJ3601  HISTORY     - 19850608 GOOD
 BJ3601
 BJ3601                          STATION DESCRIPTION
 BJ3601
 BJ3601'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3601'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 44, T1S,
 BJ3601'R4E.  OWNERSHIP--- LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3601'DEVELOPMENT.
 BJ3601'
 BJ3601'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG
 BJ3601'STATE HIGHWAY 10 FOR 16.6 KM (10.3 MI) TO THE JUNCTION OF STATE
 BJ3601'HIGHWAYS 10 AND 38 IN COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG
 BJ3601'HIGHWAY 38 FOR 3.9 KM (2.4 MI) TO THE JUNCTION OF STATE HIGHWAYS 38
 BJ3601'AND 432, THENCE LEFT (NORTHWEST) ON STATE HIGHWAY 432 FOR 1.1 KM (0.7
 BJ3601'MI) TO THE STATION ON THE RIGHT.
 BJ3601'
 BJ3601'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3601'DISK STAMPED---CHIP 1984---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3601'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3601'12 METERS (39.5 FEET) NE FROM THE CENTER OF THE HIGHWAY, 27.6 METERS
 BJ3601'(90.5 FEET) N FROM A POWER POLE ACROSS THE HIGHWAY, 2.4 METERS (8
 BJ3601'FEET) SW FROM A BARBED WIRE FENCE, 4 METERS (13 FEET) W FROM A METAL
 BJ3601'WITNESS POST AND SIGN, AND 4 METERS (13 FEET) W FROM A METAL WITNESS
 BJ3601'POST AND SIGN.
 BJ3601'
 BJ3601'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3601'DEVELOPMENT DISK STAMPED---CHIP 1984---SET INTO AN IRREGULAR MASS
 BJ3601'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3601'
 BJ3601'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3601'DEVELOPMENT DISK STAMPED---CHIP RM 1 1984---SET INTO THE TOP OF A
 BJ3601'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3601'GROUND LOCATED 11.7 METERS (38.5 FEET) SW FROM THE CENTER OF THE
 BJ3601'HIGHWAY, 2.3 METERS (7.5 FEET) NW FROM A POWER POLE, AND 0.8 METER
 BJ3601'(2.5 FEET) NE FROM A METAL WITNESS POST AND SIGN.
 BJ3601'
 BJ3601'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3601'DEVELOPMENT DISK STAMPED---CHIP RM 2 1984---SET INTO THE TOP OF A
 BJ3601'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3601'GROUND LOCATED 48.3 METERS (158.5 FEET)
 BJ3601'N FROM A POWER POLE ACROSS THE HIGHWAY, 13.1 METERS (43 FEET) NE FROM
 BJ3601'THE CENTER OF THE HIGHWAY, 1.8 METERS (6 FEET) SW FROM OF A BARBED
 BJ3601'WIRE FENCE, AND 0.5 METER (1.6 FEET) SW FROM A METAL WITNESS POST AND
 BJ3601'SIGN.
 BJ3601'
 BJ3601'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3601'DISK STAMPED---CHIP AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3601'CONCRETE MONUMENT 30.5 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3601'GROUND LOCATED 49.1 METERS (161 FEET) NW FROM A POWER POLE WITH A
 BJ3601'TRANSFORMER ATTACHED, 30.5 METERS (100 FEET) SSW FROM A RIGHT-OF-WAY
 BJ3601'MARKER, 12.5 METERS (41 FEET) SW FROM THE CENTER OF THE HIGHWAY, AND
 BJ3601'0.6 METER (2 FEET) NE FROM A METAL WITNESS POST AND SIGN.
 BJ3601'
 BJ3601'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHEAST ALONG
 BJ3601'STATE HIGHWAY 432 FOR 0.64 KM (0.4 MI) TO THE AZIMUTH MARK ON THE
 BJ3601'RIGHT.
 BJ3601
 BJ3601                          STATION RECOVERY (1984)
 BJ3601
 BJ3601'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3601'21.6 KM (13.4 MI) NW FROM GREENSBURG.
 BJ3601'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3601'16.6 KM (10.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 10 IN
 BJ3601'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 3.9 KM
 BJ3601'(2.4 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 432, THENCE LEFT
 BJ3601'(NORTHWEST) ON HIGHWAY 432 FOR 1.1 KM (0.7 MI) TO THE STATION ON THE
 BJ3601'RIGHT, 12.0 METERS (39.5 FT) NORTHEAST OF THE CENTER OF HIGHWAY 432,
 BJ3601'27.6 METERS (90.5 FT) NORTH OF A POWER POLE, AND 2.4 METERS (8 FT)
 BJ3601'SOUTHWEST OF A BARBED WIRE FENCE.
 BJ3601'THE MARK IS 4.00 METERS  W FROM A WITNESS POST.
 BJ3601'THE MARK IS 0.61 M ABOVE HIGHWAY 432.
 BJ3601
 BJ3601                          STATION RECOVERY (1985)
 BJ3601
 BJ3601'RECOVERED 1985
 BJ3601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3599 ***********************************************************************
 BJ3599  DESIGNATION -  CHIP AZ MK
 BJ3599  PID         -  BJ3599
 BJ3599  STATE/COUNTY-  LA/ST HELENA
 BJ3599  USGS QUAD   -  CHIPOLA (1984)
 BJ3599
 BJ3599                         *CURRENT SURVEY CONTROL
 BJ3599  ___________________________________________________________________
 BJ3599* NAD 83(1992)-  30 55 28.03653(N)    090 48 26.21067(W)     ADJUSTED  
 BJ3599* NAVD 88     -        81.109  (meters)     266.11   (feet)  ADJUSTED  
 BJ3599  ___________________________________________________________________
 BJ3599  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BJ3599  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ3599  DYNAMIC HT  -          81.004 (meters)     265.76  (feet)  COMP
 BJ3599  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 BJ3599
 BJ3599  HORZ ORDER  -  SECOND
 BJ3599  VERT ORDER  -  SECOND    CLASS I
 BJ3599
 BJ3599.The horizontal coordinates were established by classical geodetic methods
 BJ3599.and adjusted by the National Geodetic Survey in May 1994..
 BJ3599.No horizontal observational check was made to the station.
 BJ3599
 BJ3599.The orthometric height was determined by differential leveling
 BJ3599.and adjusted by the National Geodetic Survey in February 1994..
 BJ3599
 BJ3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3599
 BJ3599.The geoid height was determined by GEOID03.
 BJ3599
 BJ3599.The dynamic height is computed by dividing the NAVD 88
 BJ3599.geopotential number by the normal gravity value computed on the
 BJ3599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3599.degrees latitude (g = 980.6199 gals.).
 BJ3599
 BJ3599.The modeled gravity was interpolated from observed gravity values.
 BJ3599
 BJ3599;                    North         East     Units Scale Factor Converg.
 BJ3599;SPC LA S     -   268,863.939 1,050,282.438   MT  1.00005544   +0 15 46.9
 BJ3599;SPC LA S     -   882,097.77  3,445,801.63   sFT  1.00005544   +0 15 46.9
 BJ3599;UTM  15      - 3,423,290.626   709,519.422   MT  1.00014153   +1 07 38.2
 BJ3599
 BJ3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3599!SPC LA S     -   0.99999153  x   1.00005544  =   1.00004697
 BJ3599!UTM  15      -   0.99999153  x   1.00014153  =   1.00013306
 BJ3599
 BJ3599                          SUPERSEDED SURVEY CONTROL
 BJ3599
 BJ3599  NAD 83(1992)-  30 55 28.03667(N)    090 48 26.21059(W) AD(       ) 2
 BJ3599  NAD 83(1986)-  30 55 28.05426(N)    090 48 26.20587(W) AD(       ) 2
 BJ3599  NGVD 29 (06/20/87)   81.14   (m)          266.2    (f) LEVELING    3  
 BJ3599
 BJ3599.Superseded values are not recommended for survey control.
 BJ3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3599.See file dsdata.txt to determine how the superseded data were derived.
 BJ3599
 BJ3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0951923291(NAD 83)
 BJ3599_MARKER: DZ = AZIMUTH MARK DISK
 BJ3599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3599_SP_SET: CONCRETE POST
 BJ3599_STAMPING: CHIP 1984 AZ MK
 BJ3599_MARK LOGO: LADH  
 BJ3599_PROJECTION: FLUSH
 BJ3599_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3599+STABILITY: SURFACE MOTION
 BJ3599
 BJ3599  HISTORY     - Date     Condition        Report By
 BJ3599  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3599  HISTORY     - 1984     GOOD             LADTD
 BJ3599  HISTORY     - 1985     GOOD             LADTD
 BJ3599
 BJ3599                          STATION DESCRIPTION
 BJ3599
 BJ3599'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3599'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 44, T1S,
 BJ3599'R4E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3599'DEVELOPMENT.
 BJ3599'
 BJ3599'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG
 BJ3599'STATE HIGHWAY 10 FOR 16.6 KM (10.3 MI) TO THE JUNCTION OF STATE
 BJ3599'HIGHWAYS 10 AND 38 IN COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG
 BJ3599'HIGHWAY 38 FOR 3.9 KM (2.4 MI) TO THE JUNCTION OF STATE HIGHWAYS 38
 BJ3599'AND 432, THENCE LEFT (NORTHWEST) ON STATE HIGHWAY 432 FOR 0.5 KM (0.3
 BJ3599'MI) TO THE STATION ON THE LEFT.
 BJ3599'
 BJ3599'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3599'DISK STAMPED---CHIP AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3599'CONCRETE MONUMENT 30.5 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3599'GROUND LOCATED 49.1 METERS (161 FEET) NW FROM A POWER POLE WITH A
 BJ3599'TRANSFORMER ATTACHED, 30.5 METERS (100 FEET) SSW FROM A RIGHT-OF-WAY
 BJ3599'MARKER, 12.5 METERS (41 FEET) SW FROM THE CENTER OF THE HIGHWAY, AND
 BJ3599'0.6 METER (2 FEET) NE FROM A METAL WITNESS POST AND SIGN.
 BJ3599
 BJ3599                          STATION RECOVERY (1984)
 BJ3599
 BJ3599'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3599'21.0 KM (13.0 MI) NW FROM GREENSBURG.
 BJ3599'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3599'16.6 KM (10.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 10 IN
 BJ3599'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 3.9 KM
 BJ3599'(2.4 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 432, THENCE LEFT
 BJ3599'(NORTHWEST) ON HIGHWAY 432 FOR 0.5 KM (0.3MI) TO THE STATION ON THE
 BJ3599'LEFT, ACROSS FROM A T JUNCTION, 37.2 METERS (122 FT) SOUTH-SOUTHEAST
 BJ3599'OF THE SOUTHEAST END OF A CONCRETE CULVERT, 49.1 METERS (161 FT)
 BJ3599'NORTHWEST OF A POWER POLE WITH TRANSFORMER ATTACHED, 30.5 METERS
 BJ3599'(100 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER, 12.5 METERS (41 FT)
 BJ3599'SOUTHWEST OF THE CENTER OF HIGHWAY 432.
 BJ3599'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 BJ3599'THE MARK IS 0.91 M ABOVE HIGHWAY 432.
 BJ3599
 BJ3599                          STATION RECOVERY (1985)
 BJ3599
 BJ3599'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3600 ***********************************************************************
 BJ3600  DESIGNATION -  CHIP RM 1
 BJ3600  PID         -  BJ3600
 BJ3600  STATE/COUNTY-  LA/ST HELENA
 BJ3600  USGS QUAD   -  CHIPOLA (1984)
 BJ3600
 BJ3600                         *CURRENT SURVEY CONTROL
 BJ3600  ___________________________________________________________________
 BJ3600* NAD 83(1986)-  30 55 37.     (N)    090 48 49.     (W)     SCALED    
 BJ3600* NAVD 88     -        81.313  (meters)     266.77   (feet)  ADJUSTED  
 BJ3600  ___________________________________________________________________
 BJ3600  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3600  DYNAMIC HT  -          81.208 (meters)     266.43  (feet)  COMP
 BJ3600  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 BJ3600
 BJ3600  VERT ORDER  -  SECOND    CLASS I
 BJ3600
 BJ3600.The horizontal coordinates were scaled from a topographic map and have
 BJ3600.an estimated accuracy of +/- 6 seconds.
 BJ3600
 BJ3600.The orthometric height was determined by differential leveling
 BJ3600.and adjusted by the National Geodetic Survey in February 1994..
 BJ3600
 BJ3600.The geoid height was determined by GEOID03.
 BJ3600
 BJ3600.The dynamic height is computed by dividing the NAVD 88
 BJ3600.geopotential number by the normal gravity value computed on the
 BJ3600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3600.degrees latitude (g = 980.6199 gals.).
 BJ3600
 BJ3600.The modeled gravity was interpolated from observed gravity values.
 BJ3600
 BJ3600;                    North         East    Units  Estimated Accuracy
 BJ3600;SPC LA S     -   269,140.    1,049,680.      MT  (+/- 180 meters Scaled)
 BJ3600
 BJ3600                          SUPERSEDED SURVEY CONTROL
 BJ3600
 BJ3600.No superseded survey control is available for this station.
 BJ3600
 BJ3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ089235(NAD 83)
 BJ3600_MARKER: DR = REFERENCE MARK DISK
 BJ3600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3600_SP_SET: CONCRETE POST
 BJ3600_STAMPING: CHIP RM 1 1984
 BJ3600_MARK LOGO: LADH  
 BJ3600_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3600+STABILITY: SURFACE MOTION
 BJ3600
 BJ3600  HISTORY     - Date     Condition        Report By
 BJ3600  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3600  HISTORY     - 1984     GOOD             LADTD
 BJ3600
 BJ3600                          STATION DESCRIPTION
 BJ3600
 BJ3600'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3600'21.6 KM (13.4 MI) NW FROM GREENSBURG.
 BJ3600'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3600'16.6 KM (10.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 10 IN
 BJ3600'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 3.9 KM
 BJ3600'(2.4 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 432, THENCE LEFT
 BJ3600'(NORTHWEST) ON HIGHWAY 432 FOR 1.1 KM (0.7 MI) TO THE STATION ON THE
 BJ3600'LEFT, 11.7 METERS (38.5 FT) SOUTHWEST OF THE CENTER OF HIGHWAY 432,
 BJ3600'AND 2.3 METERS (7.5 FT) NORTHWEST OF A POWER POLE.
 BJ3600'THE MARK IS 0.80 METERS  E FROM A WITNESS POST.
 BJ3600'THE MARK IS 0.30 M ABOVE HIGHWAY 432.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3602 ***********************************************************************
 BJ3602  DESIGNATION -  CHIP RM 2
 BJ3602  PID         -  BJ3602
 BJ3602  STATE/COUNTY-  LA/ST HELENA
 BJ3602  USGS QUAD   -  CHIPOLA (1984)
 BJ3602
 BJ3602                         *CURRENT SURVEY CONTROL
 BJ3602  ___________________________________________________________________
 BJ3602* NAD 83(1986)-  30 55 37.     (N)    090 48 49.     (W)     SCALED    
 BJ3602* NAVD 88     -        81.028  (meters)     265.84   (feet)  ADJUSTED  
 BJ3602  ___________________________________________________________________
 BJ3602  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3602  DYNAMIC HT  -          80.924 (meters)     265.50  (feet)  COMP
 BJ3602  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 BJ3602
 BJ3602  VERT ORDER  -  SECOND    CLASS I
 BJ3602
 BJ3602.The horizontal coordinates were scaled from a topographic map and have
 BJ3602.an estimated accuracy of +/- 6 seconds.
 BJ3602
 BJ3602.The orthometric height was determined by differential leveling
 BJ3602.and adjusted by the National Geodetic Survey in February 1994..
 BJ3602
 BJ3602.The geoid height was determined by GEOID03.
 BJ3602
 BJ3602.The dynamic height is computed by dividing the NAVD 88
 BJ3602.geopotential number by the normal gravity value computed on the
 BJ3602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3602.degrees latitude (g = 980.6199 gals.).
 BJ3602
 BJ3602.The modeled gravity was interpolated from observed gravity values.
 BJ3602
 BJ3602;                    North         East    Units  Estimated Accuracy
 BJ3602;SPC LA S     -   269,140.    1,049,680.      MT  (+/- 180 meters Scaled)
 BJ3602
 BJ3602                          SUPERSEDED SURVEY CONTROL
 BJ3602
 BJ3602.No superseded survey control is available for this station.
 BJ3602
 BJ3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ089235(NAD 83)
 BJ3602_MARKER: DR = REFERENCE MARK DISK
 BJ3602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3602_SP_SET: CONCRETE POST
 BJ3602_STAMPING: CHIP RM 2 1984
 BJ3602_MARK LOGO: LADH  
 BJ3602_PROJECTION: FLUSH
 BJ3602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3602+STABILITY: SURFACE MOTION
 BJ3602
 BJ3602  HISTORY     - Date     Condition        Report By
 BJ3602  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3602  HISTORY     - 1984     GOOD             LADTD
 BJ3602
 BJ3602                          STATION DESCRIPTION
 BJ3602
 BJ3602'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3602'21.7 KM (13.5 MI) NW FROM GREENSBURG.
 BJ3602'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3602'16.6 KM (10.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 10 AND 38 IN
 BJ3602'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 3.9 KM
 BJ3602'(2.4 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 432 IN CHIPOLA,
 BJ3602'THENCE LEFT (NORTHWEST)ON HIGHWAY 432 FOR 1.2 KM (0.75 MI) TO THE
 BJ3602'STATION ON THE RIGHT, 48.3 METERS (158.5 FT) NORTH OF A POWER POLE,
 BJ3602'13.1 METERS (43 FT) NORTHEAST OF THE CENTER OF HIGHWAY 432, AND
 BJ3602'1.8 METERS (6 FT) SOUTHWEST OF A BARBED WIRE FENCE.
 BJ3602'THE MARK IS 0.50 METERS  W FROM A WITNESS POST.
 BJ3602'THE MARK IS 0.91 M ABOVE HIGHWAY 432.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4073 ***********************************************************************
 BJ4073  DESIGNATION -  CHIPPEWA
 BJ4073  PID         -  BJ4073
 BJ4073  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4073  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ4073
 BJ4073                         *CURRENT SURVEY CONTROL
 BJ4073  ___________________________________________________________________
 BJ4073* NAD 83(1986)-  30 28 34.     (N)    091 10 08.     (W)     SCALED    
 BJ4073* NAVD 88     -        18.162  (meters)      59.59   (feet)  ADJUSTED  
 BJ4073  ___________________________________________________________________
 BJ4073  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4073  DYNAMIC HT  -          18.138 (meters)      59.51  (feet)  COMP
 BJ4073  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ4073
 BJ4073  VERT ORDER  -  SECOND    CLASS II
 BJ4073
 BJ4073.The horizontal coordinates were scaled from a topographic map and have
 BJ4073.an estimated accuracy of +/- 6 seconds.
 BJ4073
 BJ4073.The orthometric height was determined by differential leveling
 BJ4073.and adjusted by the National Geodetic Survey in February 1994..
 BJ4073
 BJ4073.The geoid height was determined by GEOID03.
 BJ4073
 BJ4073.The dynamic height is computed by dividing the NAVD 88
 BJ4073.geopotential number by the normal gravity value computed on the
 BJ4073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4073.degrees latitude (g = 980.6199 gals.).
 BJ4073
 BJ4073.The modeled gravity was interpolated from observed gravity values.
 BJ4073
 BJ4073;                    North         East    Units  Estimated Accuracy
 BJ4073;SPC LA S     -   219,050.    1,015,790.      MT  (+/- 180 meters Scaled)
 BJ4073
 BJ4073                          SUPERSEDED SURVEY CONTROL
 BJ4073
 BJ4073.No superseded survey control is available for this station.
 BJ4073
 BJ4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP757729(NAD 83)
 BJ4073_MARKER: B = BOLT
 BJ4073_SETTING: 0 = UNSPECIFIED SETTING
 BJ4073_MARK LOGO: LA-033
 BJ4073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4073
 BJ4073  HISTORY     - Date     Condition        Report By
 BJ4073  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4073
 BJ4073                          STATION DESCRIPTION
 BJ4073
 BJ4073'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4073'IN BATON ROUGE.
 BJ4073'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF CHIPPEWA STREET AND
 BJ4073'BUSINESS U.S. HIGHWAYS 61 AND 90 (SCENIC HIGHWAY).  THE NORTHEAST
 BJ4073'BOLT IN A 2 FT BY 2 FT CONCRETE PIER THAT FASTENS A LARGE EXXON SIGN
 BJ4073'TO THE CONCRETE PIER.  ABOUT 0.9 METERS (3 FT) WEST OF THE CURB OF
 BJ4073'SCENIC HIGHWAY AND 0.9 METERS (3 FT) NORTH OF THE CURB OF CHIPPEWA
 BJ4073'STREET.  THE BOLT WITH NUT PROJECTS ABOUT 0.05 METERS (2 IN) ABOVE A
 BJ4073'METAL PLATE WELDED TO SIGN POLE AT THE TOP OF THE PIER.
 BJ4073'THE MARK IS 0.76 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1764 ***********************************************************************
 BJ1764  DESIGNATION -  CHISELED SQUARE BASE
 BJ1764  PID         -  BJ1764
 BJ1764  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1764  USGS QUAD   -  ROSELAND (1981)
 BJ1764
 BJ1764                         *CURRENT SURVEY CONTROL
 BJ1764  ___________________________________________________________________
 BJ1764* NAD 83(1986)-  30 45 12.     (N)    090 30 26.     (W)     SCALED    
 BJ1764* NAVD 88     -        37.539  (meters)     123.16   (feet)  READJUSTED
 BJ1764  ___________________________________________________________________
 BJ1764  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1764  DYNAMIC HT  -          37.490 (meters)     123.00  (feet)  COMP
 BJ1764  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ1764
 BJ1764  VERT ORDER  -  ?
 BJ1764
 BJ1764.The horizontal coordinates were scaled from a topographic map and have
 BJ1764.an estimated accuracy of +/- 6 seconds.
 BJ1764
 BJ1764.The orthometric height was determined by differential leveling
 BJ1764.and adjusted by the National Geodetic Survey in June 1991..
 BJ1764.The height was derived from older observations constrained to new
 BJ1764.heights in a crustal motion area.  The height is approximate in
 BJ1764.relation to other heights in its vicinity.
 BJ1764
 BJ1764.The geoid height was determined by GEOID03.
 BJ1764
 BJ1764.The dynamic height is computed by dividing the NAVD 88
 BJ1764.geopotential number by the normal gravity value computed on the
 BJ1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1764.degrees latitude (g = 980.6199 gals.).
 BJ1764
 BJ1764.The modeled gravity was interpolated from observed gravity values.
 BJ1764
 BJ1764;                    North         East    Units  Estimated Accuracy
 BJ1764;SPC LA S     -   250,060.    1,079,100.      MT  (+/- 180 meters Scaled)
 BJ1764
 BJ1764                          SUPERSEDED SURVEY CONTROL
 BJ1764
 BJ1764  NGVD 29 (??/??/??)   37.521  (m)          123.10   (f) ADJUSTED    1 1
 BJ1764
 BJ1764.Superseded values are not recommended for survey control.
 BJ1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1764.See file dsdata.txt to determine how the superseded data were derived.
 BJ1764
 BJ1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ386049(NAD 83)
 BJ1764_MARKER: Q = CHISELED SQUARE
 BJ1764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1764_SP_SET: CONCRETE BASE
 BJ1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1764
 BJ1764  HISTORY     - Date     Condition        Report By
 BJ1764  HISTORY     - UNK      MONUMENTED       CGS
 BJ1764  HISTORY     - 1969     GOOD             CGS
 BJ1764
 BJ1764                          STATION DESCRIPTION
 BJ1764
 BJ1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1764'1.8 MI N FROM AMITE.
 BJ1764'ABOUT 1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1764'STATION AT AMITE, ON THE PROPERTY OF THE LOUISIANA POWER AND LIGHT
 BJ1764'COMPANY, 206 FEET SOUTHEAST OF BENCH MARK Q 275 DESCRIBED, A 1-INCH
 BJ1764'CHISELED SQUARE ON THE NORTHWEST SIDE OF A ROUND CONCRETE BASE
 BJ1764'SUPPORTING A 360-FOOT HIGH MICRO-WAVE TOWER OF THE POWER AND LIGHT CO.
 BJ1764'AND 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0195 ***********************************************************************
 BX0195  DESIGNATION -  CHISELED SQUARE USGS
 BX0195  PID         -  BX0195
 BX0195  STATE/COUNTY-  LA/LA SALLE
 BX0195  USGS QUAD   -  LITTLE CREEK (1985)
 BX0195
 BX0195                         *CURRENT SURVEY CONTROL
 BX0195  ___________________________________________________________________
 BX0195* NAD 83(1986)-  31 42 36.     (N)    092 17 00.     (W)     SCALED    
 BX0195* NAVD 88     -        33.53   (+/-2cm)     110.0    (feet)  VERTCON   
 BX0195  ___________________________________________________________________
 BX0195  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0195
 BX0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0195
 BX0195.The horizontal coordinates were scaled from a topographic map and have
 BX0195.an estimated accuracy of +/- 6 seconds.
 BX0195
 BX0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0195.The vertical order pertains to the NGVD 29 superseded value.
 BX0195
 BX0195.The geoid height was determined by GEOID03.
 BX0195
 BX0195;                    North         East    Units  Estimated Accuracy
 BX0195;SPC LA N     -   134,180.    1,020,540.      MT  (+/- 180 meters Scaled)
 BX0195
 BX0195                          SUPERSEDED SURVEY CONTROL
 BX0195
 BX0195  NGVD 29 (??/??/??)   33.533  (m)          110.02   (f) ADJUSTED    2 0
 BX0195
 BX0195.Superseded values are not recommended for survey control.
 BX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0195.See file dsdata.txt to determine how the superseded data were derived.
 BX0195
 BX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR679085(NAD 83)
 BX0195_MARKER: Q = CHISELED SQUARE
 BX0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0195_SP_SET: CULVERT
 BX0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0195
 BX0195  HISTORY     - Date     Condition        Report By
 BX0195  HISTORY     - UNK      MONUMENTED       USGS
 BX0195  HISTORY     - 1935     GOOD             CGS
 BX0195  HISTORY     - 1950     GOOD             CGS
 BX0195
 BX0195                          STATION DESCRIPTION
 BX0195
 BX0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0195'6.9 MI SE FROM GEORGETOWN.
 BX0195'6.9 MI SE OF STATION ALONG THE L A R R ON THE HEADWALL OF A
 BX0195'CONCRETE BOX CULVERT AT MILEPOST 176/7 POLES.  N OF THE TRACK.  A
 BX0195'CHISELED SQUARE.  NOTE-- THE CULVERT IN WHICH THIS MARK IS LOCATED IS
 BX0195'CRACKED.
 BX0195
 BX0195                          STATION RECOVERY (1950)
 BX0195
 BX0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3347 ***********************************************************************
 BJ3347  DESIGNATION -  CHITTO
 BJ3347  PID         -  BJ3347
 BJ3347  STATE/COUNTY-  LA/WASHINGTON
 BJ3347  USGS QUAD   -  FRANKLINTON (1983)
 BJ3347
 BJ3347                         *CURRENT SURVEY CONTROL
 BJ3347  ___________________________________________________________________
 BJ3347* NAD 83(1992)-  30 48 52.48001(N)    090 12 58.42456(W)     ADJUSTED  
 BJ3347* NAVD 88     -        77.950  (meters)     255.74   (feet)  ADJUSTED  
 BJ3347  ___________________________________________________________________
 BJ3347  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BJ3347  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3347  DYNAMIC HT  -          77.849 (meters)     255.41  (feet)  COMP
 BJ3347  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3347
 BJ3347  HORZ ORDER  -  FIRST
 BJ3347  VERT ORDER  -  SECOND    CLASS I
 BJ3347
 BJ3347.The horizontal coordinates were established by classical geodetic methods
 BJ3347.and adjusted by the National Geodetic Survey in May 1994..
 BJ3347
 BJ3347.The orthometric height was determined by differential leveling
 BJ3347.and adjusted by the National Geodetic Survey in February 1994..
 BJ3347
 BJ3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3347
 BJ3347.The geoid height was determined by GEOID03.
 BJ3347
 BJ3347.The dynamic height is computed by dividing the NAVD 88
 BJ3347.geopotential number by the normal gravity value computed on the
 BJ3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3347.degrees latitude (g = 980.6199 gals.).
 BJ3347
 BJ3347.The modeled gravity was interpolated from observed gravity values.
 BJ3347
 BJ3347;                    North         East     Units Scale Factor Converg.
 BJ3347;SPC LA S     -   257,087.345 1,106,895.223   MT  1.00002637   +0 33 30.8
 BJ3347;SPC LA S     -   843,460.73  3,631,538.74   sFT  1.00002637   +0 33 30.8
 BJ3347;UTM  15      - 3,412,368.585   766,318.629   MT  1.00047501   +1 25 36.7
 BJ3347
 BJ3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3347!SPC LA S     -   0.99999206  x   1.00002637  =   1.00001843
 BJ3347!UTM  15      -   0.99999206  x   1.00047501  =   1.00046707
 BJ3347
 BJ3347|---------------------------------------------------------------------|
 BJ3347| PID    Reference Object                     Distance      Geod. Az  |
 BJ3347|                                                           dddmmss.s |
 BJ3347| BJ3346 CHITTO RM 1                          34.115 METERS 21131     |
 BJ3347| BJ3349 CHITTO AZ MK                                       2675135.0 |
 BJ3347| BJ3348 CHITTO RM 2                          28.682 METERS 33644     |
 BJ3347|---------------------------------------------------------------------|
 BJ3347
 BJ3347                          SUPERSEDED SURVEY CONTROL
 BJ3347
 BJ3347  NAD 83(1992)-  30 48 52.48106(N)    090 12 58.42445(W) AD(       ) 1
 BJ3347  NAD 83(1986)-  30 48 52.49412(N)    090 12 58.42170(W) AD(       ) 1
 BJ3347  NAD 27      -  30 48 51.83157(N)    090 12 58.11063(W) AD(       ) 1
 BJ3347  NGVD 29 (09/03/91)   77.97   (m)          255.8    (f) LEVELING    3  
 BJ3347
 BJ3347.Superseded values are not recommended for survey control.
 BJ3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3347.See file dsdata.txt to determine how the superseded data were derived.
 BJ3347
 BJ3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6631912369(NAD 83)
 BJ3347_MARKER: DS = TRIANGULATION STATION DISK
 BJ3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3347_SP_SET: CONCRETE POST
 BJ3347_STAMPING: CHITTO 1970
 BJ3347_MARK LOGO: LADH  
 BJ3347_PROJECTION: FLUSH
 BJ3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3347+STABILITY: SURFACE MOTION
 BJ3347
 BJ3347  HISTORY     - Date     Condition        Report By
 BJ3347  HISTORY     - 1970     MONUMENTED       NGS
 BJ3347  HISTORY     - 1979     GOOD             LADTD
 BJ3347  HISTORY     - 1982     GOOD             LADTD
 BJ3347
 BJ3347                          STATION DESCRIPTION
 BJ3347
 BJ3347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ3347'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF FOLSOM, 4 MILES
 BJ3347'SOUTHWEST OF FRANKLINTON, 3.5 MILES EAST OF STONEY POINT AND ON LAND
 BJ3347'OWNED BY MRS. SHELBY JONES.
 BJ3347'
 BJ3347'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10, 16 AND
 BJ3347'25, WEST OF THE COURTHOUSE IN FRANKLINTON, GO SOUTHWEST ON STATE
 BJ3347'HIGHWAYS 16 AND 25 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 BJ3347'440. CONTINUE SOUTHWEST AND SOUTH ON STATE HIGHWAY 16 AND 25 FOR 1.45
 BJ3347'MILES TO THE JUNCTION OF STATE HIGHWAY 16 AND 25.  TURN RIGHT AND GO
 BJ3347'SOUTHWEST ON STATE HIGHWAY 16 FOR 1.6 MILES TO A STAGGERED
 BJ3347'CROSSROAD AND A BUILDING ON THE LEFT.  TURN RIGHT AND GO NORTHWEST
 BJ3347'FOR 0.55 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO WESTERLY
 BJ3347'FOR 1.15 MILES TO A CROSSROAD.  TURN SHARP RIGHT AND GO NORTHERLY
 BJ3347'FOR 0.45 MILE TO THE STATION IN THE NORTHEAST ANGLE OF CROSSROAD.
 BJ3347'
 BJ3347'THE STATION MARK IS A STANDARD DISK, STAMPED CHITTO 1970, SET IN THE
 BJ3347'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3347'THE GROUND SURFACE.  IT IS 39 FEET NORTH OF A DRIVEWAY, 30 FEET
 BJ3347'SOUTH OF A 16 INCH PINE TREE, 28 FEET EAST OF THE GRAVEL ROAD AND 25
 BJ3347'FEET NORTH OF A 16 INCH PINE TREE.
 BJ3347'
 BJ3347'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHITTO NO 1 1970, SET IN
 BJ3347'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ3347'INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET WEST OF THE GRAVEL
 BJ3347'ROAD, 19 FEET SOUTH OF A GRAVEL ROAD, 2 FEET SOUTHEAST OF A METAL
 BJ3347'WITNESS POST AND 1.5 FEET EAST OF A FENCE.
 BJ3347'
 BJ3347'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHITTO NO 2 1970, SET IN
 BJ3347'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ3347'INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET NORTHWEST OF A 16
 BJ3347'INCH PINE TREE, 19 FEET WEST OF THE GRAVEL ROAD AND 1 FOOT EAST OF A
 BJ3347'FENCE.
 BJ3347'
 BJ3347'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHITTO 1970, SET IN THE TOP
 BJ3347'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 BJ3347'ABOVE THE GROUND SURFACE.  IT IS 32.5 FEET NORTHEAST OF A POWER
 BJ3347'POLE, 13 FEET SOUTH OF A GRAVEL ROAD, 1.5 FEET EAST OF A METAL
 BJ3347'WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 BJ3347'
 BJ3347'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVEL ROAD
 BJ3347'FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BJ3347'
 BJ3347'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO CURVE IN FENCE.
 BJ3347'
 BJ3347'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ3347
 BJ3347                          STATION RECOVERY (1979)
 BJ3347
 BJ3347'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ3347'THE STATION WAS VISITED IN JUNE 1979.  THE STATION MARK, REFERENCE
 BJ3347'MARKS 1,2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 BJ3347'DIRECTIONS AND DISTANCES TO ALL MARKS CHECKED PREVIOUS DATA.
 BJ3347
 BJ3347                          STATION RECOVERY (1982)
 BJ3347
 BJ3347'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3347'6.4 KM (4 MI) SW FROM FRANKLINTON.
 BJ3347'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3347'OF FRANKLINTON, GO WEST ALONG HIGHWAY 16 FOR 2.9 KM (1.8 MI) TO PARISH
 BJ3347'ROAD 31, TURN RIGHT AND CONTINUE FOR 0.8 KM (0.5 MI) TO FIRST BLACKTOP
 BJ3347'ROAD ON THE LEFT, TURN LEFT AND CONTINUE FOR 1.9 KM (1.15 MI) TO A
 BJ3347'CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO NORTHERLY FOR 0.7 KM (0.45
 BJ3347'MI) TO THE STATION IN THE NORTHEAST ANGLE OF CROSSROAD, 11.9 METERS
 BJ3347'(39 FT) NORTH OF A DRIVEWAY, 9.1 METERS (30 FT) SOUTH OF A 16-INCH
 BJ3347'PINE TREE, 8.5 METERS (28 FT) EAST OF A GRAVEL ROAD, 7.6 METERS (25
 BJ3347'FT) NORTH OF A 16-INCH PINE TREE, 34.1 METERS (112 FT) NORTHEAST OF
 BJ3347'CHITTO RM 1, 28.7 METERS (94 FT) SOUTHEAST OF REFERENCE MARK CHITTO RM
 BJ3347'2.
 BJ3347'THE MARK IS 34.7 METERS  NE FROM A WITNESS POST.
 BJ3347'THE MARK IS 0.30 M ABOVE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3349 ***********************************************************************
 BJ3349  DESIGNATION -  CHITTO AZ MK
 BJ3349  PID         -  BJ3349
 BJ3349  STATE/COUNTY-  LA/WASHINGTON
 BJ3349  USGS QUAD   -  FRANKLINTON (1983)
 BJ3349
 BJ3349                         *CURRENT SURVEY CONTROL
 BJ3349  ___________________________________________________________________
 BJ3349* NAD 83(1986)-  30 48 54.     (N)    090 13 12.     (W)     SCALED    
 BJ3349* NAVD 88     -        72.653  (meters)     238.36   (feet)  ADJUSTED  
 BJ3349  ___________________________________________________________________
 BJ3349  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ3349  DYNAMIC HT  -          72.558 (meters)     238.05  (feet)  COMP
 BJ3349  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BJ3349
 BJ3349  VERT ORDER  -  SECOND    CLASS I
 BJ3349
 BJ3349.The horizontal coordinates were scaled from a topographic map and have
 BJ3349.an estimated accuracy of +/- 6 seconds.
 BJ3349
 BJ3349.The orthometric height was determined by differential leveling
 BJ3349.and adjusted by the National Geodetic Survey in February 1994..
 BJ3349
 BJ3349.The geoid height was determined by GEOID03.
 BJ3349
 BJ3349.The dynamic height is computed by dividing the NAVD 88
 BJ3349.geopotential number by the normal gravity value computed on the
 BJ3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3349.degrees latitude (g = 980.6199 gals.).
 BJ3349
 BJ3349.The modeled gravity was interpolated from observed gravity values.
 BJ3349
 BJ3349;                    North         East    Units  Estimated Accuracy
 BJ3349;SPC LA S     -   257,130.    1,106,530.      MT  (+/- 180 meters Scaled)
 BJ3349
 BJ3349                          SUPERSEDED SURVEY CONTROL
 BJ3349
 BJ3349.No superseded survey control is available for this station.
 BJ3349
 BJ3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ659124(NAD 83)
 BJ3349_MARKER: DZ = AZIMUTH MARK DISK
 BJ3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3349_SP_SET: CONCRETE POST
 BJ3349_STAMPING: CHITTO 1970
 BJ3349_MARK LOGO: LADH  
 BJ3349_PROJECTION: FLUSH
 BJ3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3349+STABILITY: SURFACE MOTION
 BJ3349
 BJ3349  HISTORY     - Date     Condition        Report By
 BJ3349  HISTORY     - 1970     MONUMENTED       LADH
 BJ3349  HISTORY     - 1982     GOOD             LADTD
 BJ3349
 BJ3349                          STATION DESCRIPTION
 BJ3349
 BJ3349'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3349'6.8 KM (4.2 MI) SW FROM FRANKLINTON.
 BJ3349'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3349'OF FRANKLINTON, GO WEST ALONG HIGHWAY 16 FOR 2.9 KM (1.8 MI) TO PARISH
 BJ3349'ROAD 31, TURN RIGHT AND CONTINUE FOR 0.8 KM (0.5 MI) TO FIRST BLACKTOP
 BJ3349'ROAD ON THE LEFT, TURN LEFT AND CONTINUE FOR 1.9 KM (1.15 MI) TO A
 BJ3349'CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO NORTHERLY FOR 0.7 KM (0.45
 BJ3349'MI) TO CROSSROADS, THEN GO WEST FOR 0.3 KM (0.2 MI) TO THE STATION ON
 BJ3349'THE LEFT, 9.9 METERS (32.5 FT) NORTHEAST OF A POWER POLE, 4 METERS (13
 BJ3349'FT) SOUTH OF A GRAVEL ROAD, 0.3 METERS (1 FT) NORTH OF A FENCE.
 BJ3349'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BJ3349'THE MARK IS 0.46 M ABOVE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3346 ***********************************************************************
 BJ3346  DESIGNATION -  CHITTO RM 1
 BJ3346  PID         -  BJ3346
 BJ3346  STATE/COUNTY-  LA/WASHINGTON
 BJ3346  USGS QUAD   -  FRANKLINTON (1983)
 BJ3346
 BJ3346                         *CURRENT SURVEY CONTROL
 BJ3346  ___________________________________________________________________
 BJ3346* NAD 83(1992)-  30 48 51.53558(N)    090 12 59.09536(W)     ADJUSTED  
 BJ3346* NAVD 88     -        77.727  (meters)     255.01   (feet)  ADJUSTED  
 BJ3346  ___________________________________________________________________
 BJ3346  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BJ3346  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3346  DYNAMIC HT  -          77.626 (meters)     254.68  (feet)  COMP
 BJ3346  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3346
 BJ3346  HORZ ORDER  -  SECOND
 BJ3346  VERT ORDER  -  SECOND    CLASS I
 BJ3346
 BJ3346.The horizontal coordinates were established by classical geodetic methods
 BJ3346.and adjusted by the National Geodetic Survey in May 1994..
 BJ3346
 BJ3346.The orthometric height was determined by differential leveling
 BJ3346.and adjusted by the National Geodetic Survey in February 1994..
 BJ3346
 BJ3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3346
 BJ3346.The geoid height was determined by GEOID03.
 BJ3346
 BJ3346.The dynamic height is computed by dividing the NAVD 88
 BJ3346.geopotential number by the normal gravity value computed on the
 BJ3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3346.degrees latitude (g = 980.6199 gals.).
 BJ3346
 BJ3346.The modeled gravity was interpolated from observed gravity values.
 BJ3346
 BJ3346;                    North         East     Units Scale Factor Converg.
 BJ3346;SPC LA S     -   257,058.087 1,106,877.677   MT  1.00002631   +0 33 30.5
 BJ3346;SPC LA S     -   843,364.74  3,631,481.18   sFT  1.00002631   +0 33 30.5
 BJ3346;UTM  15      - 3,412,339.052   766,301.521   MT  1.00047489   +1 25 36.3
 BJ3346
 BJ3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3346!SPC LA S     -   0.99999210  x   1.00002631  =   1.00001841
 BJ3346!UTM  15      -   0.99999210  x   1.00047489  =   1.00046699
 BJ3346
 BJ3346                          SUPERSEDED SURVEY CONTROL
 BJ3346
 BJ3346  NAD 83(1992)-  30 48 51.53664(N)    090 12 59.09526(W) AD(       ) 2
 BJ3346  NAD 83(1986)-  30 48 51.54969(N)    090 12 59.09247(W) AD(       ) 2
 BJ3346  NGVD 29 (09/03/91)   77.74   (m)          255.1    (f) LEVELING    3  
 BJ3346
 BJ3346.Superseded values are not recommended for survey control.
 BJ3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3346.See file dsdata.txt to determine how the superseded data were derived.
 BJ3346
 BJ3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6630212339(NAD 83)
 BJ3346_MARKER: DR = REFERENCE MARK DISK
 BJ3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3346_SP_SET: CONCRETE POST
 BJ3346_STAMPING: CHITTO NO 1 1970
 BJ3346_MARK LOGO: LADH  
 BJ3346_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3346+STABILITY: SURFACE MOTION
 BJ3346
 BJ3346  HISTORY     - Date     Condition        Report By
 BJ3346  HISTORY     - 1970     MONUMENTED       LADH
 BJ3346  HISTORY     - 1982     GOOD             LADTD
 BJ3346
 BJ3346                          STATION DESCRIPTION
 BJ3346
 BJ3346'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3346'6.4 KM (4 MI) SW FROM FRANKLINTON.
 BJ3346'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3346'OF FRANKLINTON, GO WEST ALONG HIGHWAY 16 FOR 2.9 KM (1.8 MI) TO PARISH
 BJ3346'ROAD 31, TURN RIGHT AND CONTINUE FOR 0.8 KM (0.5 MI) TO FIRST BLACKTOP
 BJ3346'ROAD ON THE LEFT, TURN LEFT AND CONTINUE FOR 1.9 KM (1.15 MI) TO A
 BJ3346'CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO NORTHERLY FOR 0.7 KM (0.45
 BJ3346'MI) TO THE STATION IN THE SOUTHWEST ANGLE OF CROSSROAD, 8.2 METERS (27
 BJ3346'FT) WEST OF A GRAVEL ROAD, 5.8 METERS (19 FT) SOUTH OF A GRAVEL ROAD,
 BJ3346'0.5 METERS (1.5 FT) EAST OF A FENCE, 34.1 METERS (112 FT) SOUTHWEST OF
 BJ3346'TRIANGULATION STATION CHITTO.
 BJ3346'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3346'THE MARK IS ABOVE LEVEL WITH PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3348 ***********************************************************************
 BJ3348  DESIGNATION -  CHITTO RM 2
 BJ3348  PID         -  BJ3348
 BJ3348  STATE/COUNTY-  LA/WASHINGTON
 BJ3348  USGS QUAD   -  FRANKLINTON (1983)
 BJ3348
 BJ3348                         *CURRENT SURVEY CONTROL
 BJ3348  ___________________________________________________________________
 BJ3348* NAD 83(1992)-  30 48 53.33563(N)    090 12 58.85073(W)     ADJUSTED  
 BJ3348* NAVD 88     -        77.960  (meters)     255.77   (feet)  ADJUSTED  
 BJ3348  ___________________________________________________________________
 BJ3348  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BJ3348  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3348  DYNAMIC HT  -          77.859 (meters)     255.44  (feet)  COMP
 BJ3348  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3348
 BJ3348  HORZ ORDER  -  SECOND
 BJ3348  VERT ORDER  -  SECOND    CLASS I
 BJ3348
 BJ3348.The horizontal coordinates were established by classical geodetic methods
 BJ3348.and adjusted by the National Geodetic Survey in May 1994..
 BJ3348
 BJ3348.The orthometric height was determined by differential leveling
 BJ3348.and adjusted by the National Geodetic Survey in February 1994..
 BJ3348
 BJ3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3348
 BJ3348.The geoid height was determined by GEOID03.
 BJ3348
 BJ3348.The dynamic height is computed by dividing the NAVD 88
 BJ3348.geopotential number by the normal gravity value computed on the
 BJ3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3348.degrees latitude (g = 980.6199 gals.).
 BJ3348
 BJ3348.The modeled gravity was interpolated from observed gravity values.
 BJ3348
 BJ3348;                    North         East     Units Scale Factor Converg.
 BJ3348;SPC LA S     -   257,113.584 1,106,883.639   MT  1.00002643   +0 33 30.6
 BJ3348;SPC LA S     -   843,546.82  3,631,500.74   sFT  1.00002643   +0 33 30.6
 BJ3348;UTM  15      - 3,412,394.657   766,306.644   MT  1.00047493   +1 25 36.5
 BJ3348
 BJ3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3348!SPC LA S     -   0.99999206  x   1.00002643  =   1.00001849
 BJ3348!UTM  15      -   0.99999206  x   1.00047493  =   1.00046699
 BJ3348
 BJ3348                          SUPERSEDED SURVEY CONTROL
 BJ3348
 BJ3348  NAD 83(1992)-  30 48 53.33669(N)    090 12 58.85061(W) AD(       ) 2
 BJ3348  NAD 83(1986)-  30 48 53.34974(N)    090 12 58.84790(W) AD(       ) 2
 BJ3348  NGVD 29 (09/03/91)   77.98   (m)          255.8    (f) LEVELING    3  
 BJ3348
 BJ3348.Superseded values are not recommended for survey control.
 BJ3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3348.See file dsdata.txt to determine how the superseded data were derived.
 BJ3348
 BJ3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6630712395(NAD 83)
 BJ3348_MARKER: DR = REFERENCE MARK DISK
 BJ3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3348_SP_SET: CONCRETE POST
 BJ3348_STAMPING: CHITTO NO 2 1970
 BJ3348_MARK LOGO: LADH  
 BJ3348_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3348+STABILITY: SURFACE MOTION
 BJ3348
 BJ3348  HISTORY     - Date     Condition        Report By
 BJ3348  HISTORY     - 1970     MONUMENTED       LADH
 BJ3348  HISTORY     - 1982     GOOD             LADTD
 BJ3348
 BJ3348                          STATION DESCRIPTION
 BJ3348
 BJ3348'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3348'6.4 KM (4 MI) SW FROM FRANKLINTON.
 BJ3348'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3348'OF FRANKLINTON, GO WEST ALONG HIGHWAY 16 FOR 2.9 KM (1.8 MI) TO PARISH
 BJ3348'ROAD 31, TURN RIGHT AND CONTINUE FOR 0.8 KM (0.5 MI) TO FIRST BLACKTOP
 BJ3348'ROAD ON THE LEFT, TURN LEFT AND CONTINUE FOR 1.9 KM (1.15 MI) TO A
 BJ3348'CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO NORTHERLY FOR 0.7 KM (0.45
 BJ3348'MI) TO THE STATION IN THE NORTHWEST ANGLE OF CROSSROAD, 20.7 METERS
 BJ3348'(68 FT) NORTHWEST OF A 16-INCH PINE TREE, 5.8 METERS (19 FT) WEST OF A
 BJ3348'GRAVEL ROAD, 0.3 METER (1 FT) EAST OF A FENCE, 28.7 METERS (94 FT)
 BJ3348'NORTHWEST OF TRIANGULATION STATION CHITTO.
 BJ3348'THE MARK IS 0.30 M ABOVE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4578 ***********************************************************************
 BJ4578  DESIGNATION -  CHOCTAW
 BJ4578  PID         -  BJ4578
 BJ4578  STATE/COUNTY-  LA/ST HELENA
 BJ4578  USGS QUAD   -  GREENSBURG (1981)
 BJ4578
 BJ4578                         *CURRENT SURVEY CONTROL
 BJ4578  ___________________________________________________________________
 BJ4578* NAD 83(1992)-  30 50 06.55623(N)    090 44 24.10226(W)     ADJUSTED  
 BJ4578* NAVD 88     -        84.2    (meters)     276.     (feet)  VERTCON   
 BJ4578  ___________________________________________________________________
 BJ4578  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BJ4578  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4578
 BJ4578  HORZ ORDER  -  FIRST
 BJ4578
 BJ4578.The horizontal coordinates were established by classical geodetic methods
 BJ4578.and adjusted by the National Geodetic Survey in May 1994..
 BJ4578
 BJ4578.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4578
 BJ4578.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4578
 BJ4578.The geoid height was determined by GEOID03.
 BJ4578
 BJ4578;                    North         East     Units Scale Factor Converg.
 BJ4578;SPC LA S     -   258,994.573 1,056,761.924   MT  1.00003154   +0 17 48.0
 BJ4578;SPC LA S     -   849,718.03  3,467,059.75   sFT  1.00003154   +0 17 48.0
 BJ4578;UTM  15      - 3,413,518.867   716,147.625   MT  1.00017635   +1 09 31.8
 BJ4578
 BJ4578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4578!SPC LA S     -   0.99999105  x   1.00003154  =   1.00002259
 BJ4578!UTM  15      -   0.99999105  x   1.00017635  =   1.00016740
 BJ4578
 BJ4578:                Primary Azimuth Mark                     Grid Az
 BJ4578:SPC LA S     -  LIVERPOOL SHELL PIPELINE CO MW           007 53 24.2
 BJ4578:UTM  15      -  LIVERPOOL SHELL PIPELINE CO MW           007 01 40.4
 BJ4578
 BJ4578|---------------------------------------------------------------------|
 BJ4578| PID    Reference Object                     Distance      Geod. Az  |
 BJ4578|                                                           dddmmss.s |
 BJ4578| BJ4584 LIVERPOOL SHELL PIPELINE CO MW      APPROX. 9.6 KM 0081112.2 |
 BJ4578| CW1212 CHOCTAW RM 1                         27.303 METERS 01552     |
 BJ4578| BJ4540 YOUNG                               APPROX.14.7 KM 0654128.3 |
 BJ4578| BJ4575 GREENSBURG ELEC CORP RAD MAST       APPROX. 5.8 KM 0920756.4 |
 BJ4578| BJ4574 GREENSBURG MUN TANK                 APPROX. 6.7 KM 0950441.8 |
 BJ4578| CW1213 CHOCTAW RM 2                         31.794 METERS 23628     |
 BJ4578|---------------------------------------------------------------------|
 BJ4578
 BJ4578                          SUPERSEDED SURVEY CONTROL
 BJ4578
 BJ4578  NAD 83(1992)-  30 50 06.55767(N)    090 44 24.10215(W) AD(       ) 1
 BJ4578  NAD 83(1986)-  30 50 06.57288(N)    090 44 24.09877(W) AD(       ) 1
 BJ4578  NAD 27      -  30 50 05.91616(N)    090 44 23.74141(W) AD(       ) 1
 BJ4578  NGVD 29 (07/19/86)   84.2    (m)          276.     (f) VERT ANG       
 BJ4578
 BJ4578.Superseded values are not recommended for survey control.
 BJ4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4578.See file dsdata.txt to determine how the superseded data were derived.
 BJ4578
 BJ4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1614813519(NAD 83)
 BJ4578_MARKER: DS = TRIANGULATION STATION DISK
 BJ4578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4578
 BJ4578  HISTORY     - Date     Condition        Report By
 BJ4578  HISTORY     - 1970     MONUMENTED       NGS
 BJ4578
 BJ4578                          STATION DESCRIPTION
 BJ4578
 BJ4578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4578'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 BJ4578'
 BJ4578'THE STATION IS LOCATED ABOUT 4-1/4 MILES WEST AND 1/4 MILE NORTH OF
 BJ4578'GREENSBURG, 2-3/4 MILES SOUTH AND 1-3/4 MILES EAST OF DARLINGTON,
 BJ4578'NEAR THE NORTHEAST CORNER OF SECTION 31, T2S, R5E AND ON PROPERTY
 BJ4578'OWNED BY THE INTERNATIONAL PAPER COMPANY OF AMITE, LOUISIANA.  (P.O.
 BJ4578'BOX 157).  MR. O.H. BAUMANN WAS CONTACTED BY TELEPHONE, NUMBER
 BJ4578'748-8226, AND GRANTED PERMISSION FOR THE STATION TO BE
 BJ4578'ESTABLISHED.
 BJ4578'
 BJ4578'TO REACH THE STATION FROM THE CROSSROAD JUNCTION OF STATE HIGHWAYS 37
 BJ4578'AND 1042, IN THE WEST EDGE OF GREENSBURG (THIS JUNCTION IS JUST
 BJ4578'SOUTHWEST OF THE WATER TANK).  DRIVE WEST ON STATE HIGHWAY 1042 FOR
 BJ4578'3.8 MILES TO A SIDE ROAD RIGHT AT THE TOP OF A HILL AND A RED
 BJ4578'BRICK HOUSE ON THE LEFT.  TURN RIGHT AND GO NORTH AND NORTHWEST ON
 BJ4578'A GRAVELED ROAD FOR 0.55 MILE TO A FORK.  KEEP RIGHT AND
 BJ4578'CONTINUE NORTHWEST ON A DIRT ROAD FOR 0.25 MILE TO A REVERSE
 BJ4578'FORK ON THE RIGHT. CONTINUE NORTH ON THE DIRT ROAD FOR 0.2 MILE TO A
 BJ4578'CROSSROAD, (TRACK WOODS ROAD RIGHT AND A BLADED DIRT ROAD LEFT),
 BJ4578'AND THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 BJ4578'
 BJ4578'THE STATION MARK IS A STANDARD DISK STAMPED CHOCTAW 1970, SET IN THE
 BJ4578'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 6 INCHES
 BJ4578'ABOVE THE GROUND SURFACE.  IT IS 59 FEET NORTH-NORTHEAST OF THE
 BJ4578'PROJECTED CENTER OF THE INTERSECTION OF THE DIRT ROAD LEADING WEST
 BJ4578'AND THE NORTHSOUTH BLADED DIRT ROAD, 51 FEET NORTHEAST OF THE CENTER
 BJ4578'OF THE NORTHSOUTH ROAD, 18-1/2 FEET SOUTH-SOUTHWEST OF A 12-INCH
 BJ4578'PINE TREE, 18 FEET SOUTHEAST OF THE CENTER OF THE TRACK AND 5.8
 BJ4578'FEET NORTHWEST OF A METAL WITNESS POST.
 BJ4578'
 BJ4578'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHOCTAW NO 1 1970, SET IN
 BJ4578'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 6
 BJ4578'INCHES ABOVE THE GROUND SURFACE.  IT IS 111 FEET NORTHEAST OF THE
 BJ4578'CENTER OF THE NORTH-SOUTH ROAD, 32-1/2 FEET NORTH-NORTHWEST OF A 12
 BJ4578'INCH PINE TREE AND 23 FEET NORTH-NORTHWEST OF THE TRACK ROAD.
 BJ4578'
 BJ4578'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHOCTAW NO 2 1970, SET IN
 BJ4578'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3
 BJ4578'INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET SOUTHWEST OF THE
 BJ4578'CENTER OF THE NORTH-SOUTH ROAD AND 25 FEET NORTHWEST OF THE CENTER
 BJ4578'OF THE EAST-WEST ROAD.  THIS MARK IS IN THE NORTHWEST ANGLE OF
 BJ4578'THE INTERSECTION.
 BJ4578'
 BJ4578'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.
 BJ4578'
 BJ4578'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3114 ***********************************************************************
 AU3114  DESIGNATION -  CHOCTAW
 AU3114  PID         -  AU3114
 AU3114  STATE/COUNTY-  LA/LAFOURCHE
 AU3114  USGS QUAD   -  KRAEMER (1980)
 AU3114
 AU3114                         *CURRENT SURVEY CONTROL
 AU3114  ___________________________________________________________________
 AU3114* NAD 83(1992)-  29 50 25.89089(N)    090 41 28.89309(W)     ADJUSTED  
 AU3114* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AU3114  **This station is located in a subsidence area (see below).
 AU3114  ___________________________________________________________________
 AU3114  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU3114  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AU3114
 AU3114  HORZ ORDER  -  FIRST
 AU3114
 AU3114.The horizontal coordinates were established by classical geodetic methods
 AU3114.and adjusted by the National Geodetic Survey in January 1993..
 AU3114
 AU3114 ** The orthometric height has not been validated since last determined
 AU3114 ** by differential leveling and should not be used for control purposes.
 AU3114 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3114 ** area with valid NAVD 88 orthometric heights.
 AU3114 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3114 ** epoch indicated which incorporates improved geoid heights for the
 AU3114 ** Southern Louisiana Subsidence area.
 AU3114 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3114
 AU3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3114
 AU3114.The geoid height was determined by GEOID03.
 AU3114
 AU3114;                    North         East     Units Scale Factor Converg.
 AU3114;SPC LA S     -   148,763.526 1,062,035.805   MT  0.99992964   +0 19 15.6
 AU3114;SPC LA S     -   488,068.33  3,484,362.47   sFT  0.99992964   +0 19 15.6
 AU3114;UTM  15      - 3,303,351.246   723,048.906   MT  1.00021387   +1 08 57.2
 AU3114
 AU3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3114!SPC LA S     -   1.00000393  x   0.99992964  =   0.99993357
 AU3114!UTM  15      -   1.00000393  x   1.00021387  =   1.00021780
 AU3114
 AU3114:                Primary Azimuth Mark                     Grid Az
 AU3114:SPC LA S     -  SOUTH VACHERIE WATER TANK                004 58 17.4
 AU3114:UTM  15      -  SOUTH VACHERIE WATER TANK                004 08 35.8
 AU3114
 AU3114|---------------------------------------------------------------------|
 AU3114| PID    Reference Object                     Distance      Geod. Az  |
 AU3114|                                                           dddmmss.s |
 AU3114| AU3117 SOUTH VACHERIE WATER TANK           APPROX.11.0 KM 0051733.0 |
 AU3114| AU3113 KRAEMER WATER TANK                  APPROX. 5.3 KM 0644614.1 |
 AU3114| DD6531 CHOCTAW RM 1                         32.647 METERS 08856     |
 AU3114| AU3173 RACELAND N WATER TANK               APPROX.12.2 KM 1604637.0 |
 AU3114| DD6532 CHOCTAW RM 2                         31.077 METERS 18847     |
 AU3114| AU3202 CHACKBAY WATER TANK                 APPROX.11.6 KM 2892215.6 |
 AU3114| AU3192 CHACKBAY                            APPROX.11.9 KM 2902213.9 |
 AU3114| AU3120 LOWER VACHERIE WATER TANK           APPROX.11.0 KM 3530405.0 |
 AU3114|---------------------------------------------------------------------|
 AU3114
 AU3114                          SUPERSEDED SURVEY CONTROL
 AU3114
 AU3114  NAD 83(1986)-  29 50 25.90930(N)    090 41 28.89456(W) AD(       ) 1
 AU3114  NAD 27      -  29 50 25.16239(N)    090 41 28.57185(W) AD(       ) 1
 AU3114  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AU3114
 AU3114.Superseded values are not recommended for survey control.
 AU3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3114.See file dsdata.txt to determine how the superseded data were derived.
 AU3114
 AU3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2304903351(NAD 83)
 AU3114_MARKER: DS = TRIANGULATION STATION DISK
 AU3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3114
 AU3114  HISTORY     - Date     Condition        Report By
 AU3114  HISTORY     - 1972     MONUMENTED       NGS
 AU3114
 AU3114                          STATION DESCRIPTION
 AU3114
 AU3114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3114'THE STATION IS LOCATED ABOUT 11-1/4 MILES SOUTH-SOUTHWEST OF
 AU3114'VACHERIE, 8-1/2 MILES NORTHWEST OF RACELAND, 5-1/2 MILES SOUTHWEST OF
 AU3114'KRAEMER AND ON THE GROUNDS OF THE CHOCTAW ELEMENTARY SCHOOL IN THE
 AU3114'SMALL SETTLEMENT OF CHOCTAW AND IN SECTION 24, R 17 E, T 14 S.
 AU3114'
 AU3114'TO REACH THE STATION FROM THE POST OFFICE IN VACHERIE, GO SOUTHEAST,
 AU3114'WEST AND SOUTHWEST ON STATE HIGHWAY 20 FOR 8.4 MILES TO THE JUNCTION
 AU3114'OF STATE HIGHWAY 307.  TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY
 AU3114'307 FOR 4.95 MILES TO WHERE STATE HIGHWAY 307 TURNS SHARP LEFT AND A
 AU3114'PAVED ROAD IS STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD SOUTH ON PAVED
 AU3114'ROAD FOR 1.85 MILES TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO
 AU3114'ABOUT 50 FEET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 AU3114'PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT IN THE NORTHWEST
 AU3114'CORNER OF THE SCHOOL YARD OF THE CHOCTAW ELEMENTARY SCHOOL.
 AU3114'
 AU3114'THE STATION MARKS ARE STANDARD DISKS STAMPED CHOCTAW 1972.  THE
 AU3114'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU3114'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 233 FEET
 AU3114'WEST OF THE CENTER OF THE PAVED ROAD, 103 FEET NORTH OF THE
 AU3114'NORTHWEST CORNER OF A FRAME BUILDING, 30 FEET SOUTHEAST OF A
 AU3114'FENCE CORNER, 25 FEET EAST OF A METAL GATE AND 21 FEET SOUTH OF A
 AU3114'CHAIN-LINK FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 AU3114'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AU3114'SURFACE.
 AU3114'
 AU3114'REFERENCE MARK 1, A STANDARD DISK STAMPED CHOCTAW NO 1 1972, IS SET
 AU3114'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU3114'WITH THE GROUND SURFACE.  IT IS 128 FEET EAST OF A FENCE CORNER, 120
 AU3114'FEET WEST OF A FENCE CORNER AND 1.8 FEET SOUTH OF A FENCE.
 AU3114'
 AU3114'REFERENCE MARK 2, A STANDARD DISK STAMPED CHOCTAW NO 2 1972, IS SET
 AU3114'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 AU3114'BELOW THE GROUND SURFACE.  IT IS 81 FEET WEST-SOUTHWEST OF A 14
 AU3114'INCH LIVE OAK TREE, 48 FEET EAST OF A FENCE AND 1.6 FEET NORTH OF A
 AU3114'FRAME BUILDING.
 AU3114'
 AU3114'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 AU3114'
 AU3114'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0844 ***********************************************************************
 BX0844  DESIGNATION -  CHOCTAW BOLT
 BX0844  PID         -  BX0844
 BX0844  STATE/COUNTY-  LA/AVOYELLES
 BX0844  USGS QUAD   -  EFFIE (1983)
 BX0844
 BX0844                         *CURRENT SURVEY CONTROL
 BX0844  ___________________________________________________________________
 BX0844* NAD 83(1986)-  31 10 16.     (N)    092 09 40.     (W)     SCALED    
 BX0844* NAVD 88     -        18.55   (+/-2cm)      60.9    (feet)  VERTCON   
 BX0844  ___________________________________________________________________
 BX0844  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX0844
 BX0844  VERT ORDER  -  ? (See Below)
 BX0844
 BX0844.The horizontal coordinates were scaled from a topographic map and have
 BX0844.an estimated accuracy of +/- 6 seconds.
 BX0844
 BX0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0844.The vertical order pertains to the NGVD 29 superseded value.
 BX0844
 BX0844.The geoid height was determined by GEOID03.
 BX0844
 BX0844;                    North         East    Units  Estimated Accuracy
 BX0844;SPC LA N     -    74,460.    1,032,310.      MT  (+/- 180 meters Scaled)
 BX0844
 BX0844                          SUPERSEDED SURVEY CONTROL
 BX0844
 BX0844  NGVD 29 (??/??/??)   18.522  (m)           60.77   (f) ADJUSTED    ?  
 BX0844
 BX0844.Superseded values are not recommended for survey control.
 BX0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0844.See file dsdata.txt to determine how the superseded data were derived.
 BX0844
 BX0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ799488(NAD 83)
 BX0844_MARKER: B = BOLT
 BX0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0844_SP_SET: SLAB
 BX0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0844
 BX0844  HISTORY     - Date     Condition        Report By
 BX0844  HISTORY     - UNK      MONUMENTED       DOD
 BX0844  HISTORY     - 1962     GOOD             CGS
 BX0844
 BX0844                          STATION DESCRIPTION
 BX0844
 BX0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0844'3.4 MI SW FROM MONCLA.
 BX0844'ABOUT 3.4 MILES SOUTHWEST ALONG THE LEVEE FROM MONCLA, AT THE HEAD OF
 BX0844'AND ON THE NORTH BANK OF CHOCTAW BAYOU, ABOUT 150 FEET EAST OF THE TOE
 BX0844'OF THE LEVEE, 80 FEET FROM A 20-INCH PECAN TREE IN THE FRONT YARD OF
 BX0844'THE CALVIN BORDELON RESIDENCE, 20 FEET SOUTH OF A ROAD ALONG THE NORTH
 BX0844'SIDE OF THE BAYOU, AND 11 FEET FROM A 12-INCH MULBERRY TREE.  A COPPER
 BX0844'BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 BX0844'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX0844'ENGINEERS, US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0843 ***********************************************************************
 BX0843  DESIGNATION -  CHOCTAW CAP
 BX0843  PID         -  BX0843
 BX0843  STATE/COUNTY-  LA/AVOYELLES
 BX0843  USGS QUAD   -  EFFIE (1983)
 BX0843
 BX0843                         *CURRENT SURVEY CONTROL
 BX0843  ___________________________________________________________________
 BX0843* NAD 83(1986)-  31 10 16.     (N)    092 09 41.     (W)     SCALED    
 BX0843* NAVD 88     -        19.78   (+/-2cm)      64.9    (feet)  VERTCON   
 BX0843  ___________________________________________________________________
 BX0843  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX0843
 BX0843  VERT ORDER  -  ? (See Below)
 BX0843
 BX0843.The horizontal coordinates were scaled from a topographic map and have
 BX0843.an estimated accuracy of +/- 6 seconds.
 BX0843
 BX0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0843.The vertical order pertains to the NGVD 29 superseded value.
 BX0843
 BX0843.The geoid height was determined by GEOID03.
 BX0843
 BX0843;                    North         East    Units  Estimated Accuracy
 BX0843;SPC LA N     -    74,460.    1,032,280.      MT  (+/- 180 meters Scaled)
 BX0843
 BX0843                          SUPERSEDED SURVEY CONTROL
 BX0843
 BX0843  NGVD 29 (??/??/??)   19.745  (m)           64.78   (f) ADJUSTED    ?  
 BX0843
 BX0843.Superseded values are not recommended for survey control.
 BX0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0843.See file dsdata.txt to determine how the superseded data were derived.
 BX0843
 BX0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ799488(NAD 83)
 BX0843_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0843_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0843_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0843
 BX0843  HISTORY     - Date     Condition        Report By
 BX0843  HISTORY     - UNK      MONUMENTED       DOD
 BX0843  HISTORY     - 1962     GOOD             CGS
 BX0843
 BX0843                          STATION DESCRIPTION
 BX0843
 BX0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0843'3.4 MI SW FROM MONCLA.
 BX0843'ABOUT 3.4 MILES SOUTHWEST ALONG THE LEVEE FROM MONCLA, AT THE HEAD OF
 BX0843'AND ON THE NORTH BANK OF CHOCTAW BAYOU, ABOUT 150 FEET EAST OF THE TOE
 BX0843'OF THE LEVEE, 80 FEET FROM A 20-INCH PECAN TREE IN THE FRONT YARD OF
 BX0843'THE CALVIN BORDELON RESIDENCE, 20 FEET SOUTH OF A ROAD ALONG THE NORTH
 BX0843'SIDE OF THE BAYOU, AND 11 FEET FROM A 12-INCH MULBERRY TREE.  AN IRON
 BX0843'PIPE BEARING A CORPS OF ENGINEERS, US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2724 ***********************************************************************
 BX2724  DESIGNATION -  CHOPIN
 BX2724  PID         -  BX2724
 BX2724  STATE/COUNTY-  LA/NATCHITOCHES
 BX2724  USGS QUAD   -  LENA (1992)
 BX2724
 BX2724                         *CURRENT SURVEY CONTROL
 BX2724  ___________________________________________________________________
 BX2724* NAD 83(1992)-  31 29 40.14255(N)    092 51 11.27287(W)     ADJUSTED  
 BX2724* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 BX2724  ___________________________________________________________________
 BX2724  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BX2724  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2724
 BX2724  HORZ ORDER  -  FIRST
 BX2724
 BX2724.The horizontal coordinates were established by classical geodetic methods
 BX2724.and adjusted by the National Geodetic Survey in January 1993..
 BX2724
 BX2724.The orthometric height was scaled from a topographic map.
 BX2724
 BX2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2724
 BX2724.The geoid height was determined by GEOID03.
 BX2724
 BX2724;                    North         East     Units Scale Factor Converg.
 BX2724;SPC LA N     -   110,318.614   966,451.743   MT  0.99994185   -0 11 12.1
 BX2724;SPC LA N     -   361,936.99  3,170,767.09   sFT  0.99994185   -0 11 12.1
 BX2724;UTM  15      - 3,484,414.631   513,948.107   MT  0.99960240   +0 04 36.2
 BX2724
 BX2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2724!SPC LA N     -   0.99999907  x   0.99994185  =   0.99994092
 BX2724!UTM  15      -   0.99999907  x   0.99960240  =   0.99960147
 BX2724
 BX2724|---------------------------------------------------------------------|
 BX2724| PID    Reference Object                     Distance      Geod. Az  |
 BX2724|                                                           dddmmss.s |
 BX2724| CY4052 CHOPIN RM                            23.670 METERS 27851     |
 BX2724|---------------------------------------------------------------------|
 BX2724
 BX2724                          SUPERSEDED SURVEY CONTROL
 BX2724
 BX2724  NAD 83(1986)-  31 29 40.16427(N)    092 51 11.26600(W) AD(       ) 1
 BX2724  NAD 27      -  31 29 39.54677(N)    092 51 10.70515(W) AD(       ) 1
 BX2724
 BX2724.Superseded values are not recommended for survey control.
 BX2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2724.See file dsdata.txt to determine how the superseded data were derived.
 BX2724
 BX2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1394884415(NAD 83)
 BX2724_MARKER: DS = TRIANGULATION STATION DISK
 BX2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2724
 BX2724  HISTORY     - Date     Condition        Report By
 BX2724  HISTORY     - 1919     MONUMENTED       CGS
 BX2724  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2724  HISTORY     - 1936     MARK NOT FOUND   LAGS
 BX2724  HISTORY     - 1943     MARK NOT FOUND   USE
 BX2724
 BX2724                          STATION DESCRIPTION
 BX2724
 BX2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2724'STATION IS ON THE TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ABOUT
 BX2724'1/4 MILE E OF RAILWAY STATION AT CHOPIN, 1.7 METERS (6 FEET)
 BX2724'S OF POINT OF INTERSECTION OF PROLONGATION OF N RAIL TANGENT
 BX2724'FROM W AND S RAIL TANGENT FROM E AND 3.4 METERS (11 FEET)
 BX2724'S OF CENTER LINE OF MAIN TRACKS.
 BX2724'
 BX2724'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2724'DISKS SET IN CONCRETE.
 BX2724'
 BX2724'REFERENCE MARK IS 23.670 METERS (77.66 FEET) FROM STATION,
 BX2724'S 77 DEG 44 MIN E.
 BX2724
 BX2724                          STATION RECOVERY (1935)
 BX2724
 BX2724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2724'STATION SEARCHED FOR BUT NOT RECOVERED.  CONSTRUCTION OF
 BX2724'FOUNDATION FOR A WATER TANK MIGHT HAVE DESTROYED IT.  REFERENCE
 BX2724'MARK WAS NOT FOUND.
 BX2724
 BX2724                          STATION RECOVERY (1936)
 BX2724
 BX2724'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2724'APPROXIMATELY 1-1/2 HOURS WAS SPENT IN TRYING TO RECOVER THIS
 BX2724'STATION BUT IT WAS NOT FOUND.  THE SECTION FOREMAN ON THIS PART
 BX2724'OF THE TRACK, WHO HAS BEEN STATIONED HERE FOR THE PAST 10 YEARS,
 BX2724'SAID THAT HE HAD SEEN THE MONUMENT AT VARIOUS TIMES UP UNTIL
 BX2724'2 YEARS AGO BUT IT DISAPPEARED AT THAT TIME AND ONLY A HOLE
 BX2724'IN THE GROUND REMAINS WHERE STATION SHOULD HAVE BEEN.
 BX2724
 BX2724                          STATION RECOVERY (1943)
 BX2724
 BX2724'RECOVERY NOTE BY US ENGINEERS 1943
 BX2724'THE RECOVERY PARTY SPENT APPROXIMATELY 2-1/2 HOURS IN THE SEARCH
 BX2724'FOR THIS STATION BUT WAS UNABLE TO LOCATE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2762 ***********************************************************************
 BX2762  DESIGNATION -  CHOPIN
 BX2762  PID         -  BX2762
 BX2762  STATE/COUNTY-  LA/NATCHITOCHES
 BX2762  USGS QUAD   -  ALOHA (1992)
 BX2762
 BX2762                         *CURRENT SURVEY CONTROL
 BX2762  ___________________________________________________________________
 BX2762* NAD 83(1992)-  31 30 46.22616(N)    092 50 42.44967(W)     ADJUSTED  
 BX2762* NAVD 88     -        30.9    (meters)     101.     (feet)  VERTCON   
 BX2762  ___________________________________________________________________
 BX2762  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BX2762  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2762
 BX2762  HORZ ORDER  -  SECOND
 BX2762
 BX2762.The horizontal coordinates were established by classical geodetic methods
 BX2762.and adjusted by the National Geodetic Survey in January 1993..
 BX2762
 BX2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2762
 BX2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2762
 BX2762.The geoid height was determined by GEOID03.
 BX2762
 BX2762;                    North         East     Units Scale Factor Converg.
 BX2762;SPC LA N     -   112,351.374   967,218.851   MT  0.99993955   -0 10 56.9
 BX2762;SPC LA N     -   368,606.13  3,173,283.85   sFT  0.99993955   -0 10 56.9
 BX2762;UTM  15      - 3,486,450.208   514,705.606   MT  0.99960267   +0 04 51.4
 BX2762
 BX2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2762!SPC LA N     -   0.99999924  x   0.99993955  =   0.99993879
 BX2762!UTM  15      -   0.99999924  x   0.99960267  =   0.99960191
 BX2762
 BX2762|---------------------------------------------------------------------|
 BX2762| PID    Reference Object                     Distance      Geod. Az  |
 BX2762|                                                           dddmmss.s |
 BX2762| BX2761 CHOPIN LADH 1968 RM 1                25.260 METERS 15415     |
 BX2762| CY4053 CHOPIN AZ MK                                       1541919.1 |
 BX2762| CY4055 CHOPIN RM 2                          36.081 METERS 23450     |
 BX2762| CY4054 CHOPIN AZ MK 2                                     3235524.3 |
 BX2762|---------------------------------------------------------------------|
 BX2762
 BX2762                          SUPERSEDED SURVEY CONTROL
 BX2762
 BX2762  NAD 83(1986)-  31 30 46.24745(N)    092 50 42.44186(W) AD(       ) 2
 BX2762  NAD 27      -  31 30 45.63118(N)    092 50 41.87961(W) AD(       ) 2
 BX2762  NGVD 29 (07/19/86)   30.9    (m)          101.     (f) VERT ANG       
 BX2762
 BX2762.Superseded values are not recommended for survey control.
 BX2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2762.See file dsdata.txt to determine how the superseded data were derived.
 BX2762
 BX2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1470686450(NAD 83)
 BX2762_MARKER: DD = SURVEY DISK
 BX2762_SETTING: 0 = UNSPECIFIED SETTING
 BX2762
 BX2762  HISTORY     - Date     Condition        Report By
 BX2762  HISTORY     - 1968     MONUMENTED       LADTD
 BX2762
 BX2762                          STATION DESCRIPTION
 BX2762
 BX2762'DESCRIBED BY LA TRANSP AND DEV 1968 (RT)
 BX2762'STATION MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2762'STAMPED CHOPIN 1968, IS SET IN THE TOP OF A CONCRETE POST THAT
 BX2762'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 57.5 FEET
 BX2762'NORTHEAST OF THE CENTER OF STATE HIGHWAY 1, 2.2 FEET SOUTHWEST
 BX2762'OF A FENCE, 25.3 FEET NORTHWEST OF A 4 INCH SQUARE CONCRETE
 BX2762'POST, 53.2 FEET NORTHWEST OF A 30 INCH PECAN TREE AND 1.8 FEET
 BX2762'NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2762'
 BX2762'TO REACH THE STATION FROM THE POST OFFICE IN CHOPIN, DRIVE
 BX2762'EAST ALONG STATE HIGHWAY 490 FOR 1.5 MILES TO THE INTERSECTION
 BX2762'WITH STATE HIGHWAY 1 THENCE NORTH ALONG STATE HIGHWAY 1 FOR
 BX2762'0.1 MILE TO STATION SET NORTH OF THE HIGHWAY NEAR A FENCE.
 BX2762'
 BX2762'REFERENCE MARK 1, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2762'STAMPED CHOPIN NO. 1 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2762'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 BX2762'IS 58 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 1, 1.7
 BX2762'FEET SOUTHWEST OF A FENCE, 29.2 FEET SOUTHEAST OF A 30 INCH
 BX2762'PECAN TREE AND 2.2 FEET NORTHEAST OF A METAL WITNESS POST
 BX2762'AND SIGN.
 BX2762'
 BX2762'REFERENCE MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2762'STAMPED CHOPIN NO. 2 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2762'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 58.8 FEET
 BX2762'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 1, 2.2 FEET NORTHEAST
 BX2762'OF A FENCE, 59.4 FEET SOUTH OF A JUNCTION SIGN ON THE HIGHWAY
 BX2762'AND 2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BX2762'
 BX2762'AZIMUTH MARK 1, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2762'STAMPED CHOPIN 1968, IS SET IN THE TOP OF A CONCRETE POST THAT
 BX2762'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 56.5 FEET
 BX2762'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 1, 5.4 FEET
 BX2762'SOUTHWEST OF A FENCE, 19.4 FEET NORTHWEST OF A CONCRETE RIGHT OF
 BX2762'WAY MARKER, 15.8 FEET WEST-NORTHWEST OF A CROSS FENCE AND 1.8
 BX2762'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2762'
 BX2762'TO REACH AZIMUTH MARK CHOPIN FROM THE STATION, DRIVE SOUTH
 BX2762'ALONG STATE HIGHWAY 1 FOR 0.4 MILE TO THE MARK SET LEFT OF THE
 BX2762'HIGHWAY.
 BX2762'
 BX2762'AZIMUTH MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2762'STAMPED CHOPIN NO. 2 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2762'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 58 FEET
 BX2762'NORTHEAST OF THE CENTER OF STATE HIGHWAY 1, 2 FEET SOUTH OF A
 BX2762'FENCE AND 2.2 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BX2762'
 BX2762'TO REACH AZIMUTH MARK CHOPIN NO. 2 FROM THE STATION, DRIVE
 BX2762'NORTH ALONG STATE HIGHWAY 1 FOR 0.4 MILE TO THE MARK SET RIGHT
 BX2762'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2826 ***********************************************************************
 CQ2826  DESIGNATION -  CHOUDRANT
 CQ2826  PID         -  CQ2826
 CQ2826  STATE/COUNTY-  LA/JACKSON
 CQ2826  USGS QUAD   -  VERNON (1985)
 CQ2826
 CQ2826                         *CURRENT SURVEY CONTROL
 CQ2826  ___________________________________________________________________
 CQ2826* NAD 83(1992)-  32 26 58.64853(N)    092 34 12.54957(W)     ADJUSTED  
 CQ2826* NAVD 88     -        99.9    (meters)     328.     (feet)  VERTCON   
 CQ2826  ___________________________________________________________________
 CQ2826  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 CQ2826  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ2826
 CQ2826  HORZ ORDER  -  FIRST
 CQ2826
 CQ2826.The horizontal coordinates were established by classical geodetic methods
 CQ2826.and adjusted by the National Geodetic Survey in January 1993..
 CQ2826
 CQ2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2826
 CQ2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2826
 CQ2826.The geoid height was determined by GEOID03.
 CQ2826
 CQ2826;                    North         East     Units Scale Factor Converg.
 CQ2826;SPC LA N     -   216,170.360   993,403.887   MT  0.99995771   -0 02 13.5
 CQ2826;SPC LA N     -   709,218.92  3,259,192.59   sFT  0.99995771   -0 02 13.5
 CQ2826;UTM  15      - 3,590,356.278   540,402.158   MT  0.99962013   +0 13 50.3
 CQ2826
 CQ2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2826!SPC LA N     -   0.99998834  x   0.99995771  =   0.99994605
 CQ2826!UTM  15      -   0.99998834  x   0.99962013  =   0.99960847
 CQ2826
 CQ2826|---------------------------------------------------------------------|
 CQ2826| PID    Reference Object                     Distance      Geod. Az  |
 CQ2826|                                                           dddmmss.s |
 CQ2826| CY4057 CHOUDRANT RM 1                       24.253 METERS 11630     |
 CQ2826| CQ2827 VERNON STATE FIRE TOWER             APPROX. 9.6 KM 1751045.2 |
 CQ2826| CY4056 CHOUDRANT AZ MK                                    1791626.9 |
 CQ2826| CY4058 CHOUDRANT RM 2                       61.902 METERS 19919     |
 CQ2826| CQ2831 HODGE SO PAPER AND BAG STACK        APPROX.24.3 KM 2173703.5 |
 CQ2826| CQ2910 RUSTON MUNICIPAL TANK               APPROX.10.8 KM 3244436.7 |
 CQ2826|---------------------------------------------------------------------|
 CQ2826
 CQ2826                          SUPERSEDED SURVEY CONTROL
 CQ2826
 CQ2826  NAD 83(1986)-  32 26 58.66190(N)    092 34 12.54033(W) AD(       ) 1
 CQ2826  NAD 27      -  32 26 58.11967(N)    092 34 12.01109(W) AD(       ) 1
 CQ2826  NGVD 29 (07/19/86)  100.0    (m)          328.     (f) VERT ANG       
 CQ2826
 CQ2826.Superseded values are not recommended for survey control.
 CQ2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2826.See file dsdata.txt to determine how the superseded data were derived.
 CQ2826
 CQ2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4040290356(NAD 83)
 CQ2826_MARKER: DS = TRIANGULATION STATION DISK
 CQ2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2826
 CQ2826  HISTORY     - Date     Condition        Report By
 CQ2826  HISTORY     - 1931     MONUMENTED       CGS
 CQ2826  HISTORY     - 1934     GOOD             CGS
 CQ2826  HISTORY     - 1934     GOOD             LAGS
 CQ2826  HISTORY     - 1971     GOOD             NGS
 CQ2826
 CQ2826                          STATION DESCRIPTION
 CQ2826
 CQ2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2826'ABOUT 7 MILES SE OF RUSTON, ON A TIMBERED RIDGE LYING JUST
 CQ2826'S OF HEAD OF CHOUDRANT CREEK, ON LAND PROBABLY OWNED BY
 CQ2826'G.A. ADAMS OF RUSTON.
 CQ2826'
 CQ2826'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2826'DISKS SET IN CONCRETE.
 CQ2826'
 CQ2826'REFERENCE MARK NO. 1 IS 4 METERS (13 FEET) W OF ROAD, AND
 CQ2826'21.27 METERS (69.8 FEET) FROM STATION S 63 DEG 30 MIN E.
 CQ2826'
 CQ2826'REFERENCE MARK NO. 2 IS 3 METERS (10 FEET) NW OF WOODS ROAD,
 CQ2826'AND 61.92 METERS (203.1 FEET) FROM STATION S 19 DEG 20 MIN W.
 CQ2826'
 CQ2826'TO REACH FROM RUSTON--GO 8.9 MILES SE FROM POST OFFICE ON
 CQ2826'STATE HIGHWAY 17, TO CROSSROADS, 0.1 MILE BEYOND UNPAINTED
 CQ2826'NEGRO CHURCH ON THE LEFT.  TURN W AND FOLLOW DIRT ROAD PAST
 CQ2826'NEGRO CHURCH SCHOOL, AND CEMETERY ON LEFT 1 MILE TO OPEN
 CQ2826'FIELD AND CABIN THEN TURN NE 0.4 MILE TO STATION WHICH IS ON
 CQ2826'SE END OF A RIDGE, THE HIGHEST POINT IN VICINITY, AND 4.8
 CQ2826'METERS (16 FEET) N OF A 14-INCH BLAZED PINE TREE.
 CQ2826
 CQ2826                          STATION RECOVERY (1934)
 CQ2826
 CQ2826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 CQ2826'STATION RECOVERED IN GOOD CONDITION AND PREVIOUS DESCRIPTION
 CQ2826'ADEQUATE.  AZIMUTH MARK ADDED.  TAKE FIRST E ROAD AND GO
 CQ2826'SW 0.25 MILE TO A LARGE PINE STUMP NEAR A VERY DIM TRAIL.  TURN
 CQ2826'LEFT AT THIS TRAIL AND GO 0.25 MILE.  MARK IS ON RIGHT AND
 CQ2826'0.35 MILE FROM STATION.
 CQ2826'
 CQ2826'NOTE--REFERENCE MARK NO. 1 DISTANT (79.58 FEET) 24.259 METERS.
 CQ2826'THIS MARK WAS TOO CLOSE TO BE OBSERVED UPON WITH A 116-FOOT
 CQ2826'TOWER.  THERE WAS A LARGE DISCREPANCY FOUND IN THIS MEASUREMENT
 CQ2826'AS COMPARED WITH THE ORIGINAL MEASUREMENT.  THE MEASUREMENT
 CQ2826'BELOW WAS CHECKED IN THE FIELD.
 CQ2826
 CQ2826                          STATION RECOVERY (1934)
 CQ2826
 CQ2826'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 CQ2826'STATION RECOVERED AS DESCRIBED, EXCEPT--STATION IS ON CUT
 CQ2826'OVER TIMBER LAND OF PROFESSOR J.L. HUTCHEROU.
 CQ2826
 CQ2826                          STATION RECOVERY (1971)
 CQ2826
 CQ2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2826'RMS MEASURED WITH A 300 FOOT TAPE 10 KGS. TENSION.
 CQ2826'
 CQ2826'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH AND TREES
 CQ2826'ON LINE.
 CQ2826'
 CQ2826'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CQ2826'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 CQ2826'BUT NOT FOUND.  NO SUITABLE PLACE TO ESTABLISH A NEW AZIMUTH MARK.
 CQ2826'
 CQ2826'THE HORIZONTAL DIRECTION BETWEEN THE REFERENCE MARKS CHECKED THE
 CQ2826'1934 DATA ADEQUATELY.  THE DISTANCE TO THE REFERENCE MARKS
 CQ2826'CHECKED THE 1934 MEASUREMENTS ADEQUATELY.  A COMPLETE NEW
 CQ2826'DESCRIPTION FOLLOWS.
 CQ2826'
 CQ2826'THE STATION IS ABOUT 6.5 MILES SOUTHEAST OF RUSTON, 4.5 MILES
 CQ2826'NORTH OF VERNON, 2 MILES SOUTHWEST OF KELLYS, IN THE NORTHEAST
 CQ2826'1/4 SECTION 21, T 17 N, R 2 W, AND ON LAND OWNED BY MR. H.M.
 CQ2826'WALKER, 1805 WADE DRIVE, BOX 609, RUSTON, LOUISIANA, 71270.
 CQ2826'
 CQ2826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 145
 CQ2826'AND 146 IN KELLYS, ABOUT 6 MILES SOUTHEAST OF RUSTON, GO
 CQ2826'SOUTHERLY ON STATE HIGHWAY 146 FOR 2.0 MILES TO THE COUNTY
 CQ2826'LINE BAPTIST CHURCH ON THE LEFT.  CONTINUE SOUTHERLY ON STATE
 CQ2826'HIGHWAY 146 FOR 0.15 MILE TO A PAVED SIDE ROAD RIGHT.  TURN
 CQ2826'RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.45 MILE TO THE END
 CQ2826'OF THE PAVED ROAD AND A CEMETERY ON THE RIGHT.  CONTINUE WEST
 CQ2826'ON A DIRT ROAD FOR 0.2 MILE TO A DIM TRACK ROAD ON THE RIGHT.
 CQ2826'TURN RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.35 MILE
 CQ2826'TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO WEST ON THE DIM
 CQ2826'TRACK ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 CQ2826'
 CQ2826'STATION MARKS ARE STANDARD DISKS STAMPED CHOUDRANT 1931.  THE
 CQ2826'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CQ2826'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 CQ2826'IS 43 FEET NORTHEAST OF A 14-INCH PINE TREE, 32 FEET SOUTH OF A
 CQ2826'14-INCH PINE TREE, 19 FEET NORTH OF THE CENTER OF THE WOODS
 CQ2826'ROAD AND 5.2 FEET SOUTH OF A METAL WITNESS POST.  THE
 CQ2826'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 CQ2826'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2826'
 CQ2826'REFERENCE MARK 1, A STANDARD DISK STAMPED CHOUDRANT NO 1
 CQ2826'1931, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 CQ2826'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET
 CQ2826'NORTH OF THE WOODS ROAD, 15.5 FEET NORTHEAST OF AN 8-INCH PINE
 CQ2826'TREE AND 2.4 FEET NORTH OF A METAL WITNESS POST.
 CQ2826'
 CQ2826'REFERENCE MARK 2, A STANDARD DISK STAMPED CHOUDRANT NO 2
 CQ2826'1931, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 CQ2826'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 14.5 FEET
 CQ2826'SOUTH OF A 5-INCH OAK TREE, 14 FEET NORTH OF A 6-INCH PINE TREE
 CQ2826'AND 1.6 FEET NORTHEAST OF A METAL WITNESS POST.
 CQ2826'
 CQ2826'HEIGHT OF LIGHT ABOVE STATION MARK 112.9 FEET.
 CQ2826'
 CQ2826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2826'2 MILES SOUTHWEST OF KELLYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4168 ***********************************************************************
 BJ4168  DESIGNATION -  CHRIS
 BJ4168  PID         -  BJ4168
 BJ4168  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4168  USGS QUAD   -  HUSSER (1974)
 BJ4168
 BJ4168                         *CURRENT SURVEY CONTROL
 BJ4168  ___________________________________________________________________
 BJ4168* NAD 83(1992)-  30 41 45.90971(N)    090 21 57.48600(W)     ADJUSTED  
 BJ4168* NAVD 88     -        51.3    (meters)     168.     (feet)  VERTCON   
 BJ4168  ___________________________________________________________________
 BJ4168  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ4168  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4168
 BJ4168  HORZ ORDER  -  SECOND
 BJ4168
 BJ4168.The horizontal coordinates were established by classical geodetic methods
 BJ4168.and adjusted by the National Geodetic Survey in January 1993..
 BJ4168
 BJ4168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4168
 BJ4168.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4168
 BJ4168.The geoid height was determined by GEOID03.
 BJ4168
 BJ4168;                    North         East     Units Scale Factor Converg.
 BJ4168;SPC LA S     -   243,820.706 1,092,678.003   MT  0.99999917   +0 29 01.3
 BJ4168;SPC LA S     -   799,935.10  3,584,894.41   sFT  0.99999917   +0 29 01.3
 BJ4168;UTM  15      - 3,398,883.221   752,297.443   MT  1.00038530   +1 20 43.2
 BJ4168
 BJ4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4168!SPC LA S     -   0.99999623  x   0.99999917  =   0.99999540
 BJ4168!UTM  15      -   0.99999623  x   1.00038530  =   1.00038153
 BJ4168
 BJ4168:                Primary Azimuth Mark                     Grid Az
 BJ4168:SPC LA S     -  CHRIS AZ MK                              001 32 49.8
 BJ4168:UTM  15      -  CHRIS AZ MK                              000 41 07.9
 BJ4168
 BJ4168|---------------------------------------------------------------------|
 BJ4168| PID    Reference Object                     Distance      Geod. Az  |
 BJ4168|                                                           dddmmss.s |
 BJ4168| CW1214 CHRIS AZ MK                                        0020151.1 |
 BJ4168| CW1215 CHRIS AZ MK 2                                      1212516.8 |
 BJ4168| BJ4167 CHRIS LDH 1970 RM 1                  27.600 METERS 12253     |
 BJ4168| CW1216 CHRIS RM 2                           11.842 METERS 24811     |
 BJ4168|---------------------------------------------------------------------|
 BJ4168
 BJ4168                          SUPERSEDED SURVEY CONTROL
 BJ4168
 BJ4168  NAD 83(1986)-  30 41 45.92390(N)    090 21 57.48348(W) AD(       ) 2
 BJ4168  NAD 27      -  30 41 45.25224(N)    090 21 57.16561(W) AD(       ) 2
 BJ4168  NGVD 29 (07/19/86)   51.3    (m)          168.     (f) VERT ANG       
 BJ4168
 BJ4168.Superseded values are not recommended for survey control.
 BJ4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4168.See file dsdata.txt to determine how the superseded data were derived.
 BJ4168
 BJ4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5229798883(NAD 83)
 BJ4168_MARKER: DD = SURVEY DISK
 BJ4168_SETTING: 0 = UNSPECIFIED SETTING
 BJ4168
 BJ4168  HISTORY     - Date     Condition        Report By
 BJ4168  HISTORY     - 1970     MONUMENTED       LADH
 BJ4168
 BJ4168                          STATION DESCRIPTION
 BJ4168
 BJ4168'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4168'THE STATION IS LOCATED 11.5 MILES SOUTHEAST OF AMITE, AND 2.7 MILES
 BJ4168'NORTHWEST OF HUSSER, IN THE SOUTHEAST 1/4 OF SECTION 14, T3S-R8E,
 BJ4168'AND ON PROPERTY OWNED BY MR. CHRISTIAN.  IT IS 51.4 FEET WEST OF THE
 BJ4168'CENTER OF STATE HIGHWAY 445, 20.10 FEET WEST OF A METAL WITNESS
 BJ4168'POST AND SIGN, 14 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE, AND 2
 BJ4168'FEET NORTH OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4168'AND COAST AND GEODETIC SURVEY DISK, STAMPED CHRIS 1970 AND IS FLUSH
 BJ4168'WITH THE GROUND.
 BJ4168'
 BJ4168'REFERENCE MARK NO. 1 IS 90.63 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ4168'78.4 FEET SOUTHEAST OF THE WITNESS POST AT THE STATION, 58 FEET
 BJ4168'SOUTH OF A 24 INCH OAK TREE, 26.0 FEET EAST OF THE CENTER OF STATE
 BJ4168'HIGHWAY 445, AND 2.5 FEET WEST OF A FENCE.  IT IS A LOUISIANA
 BJ4168'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED
 BJ4168'CHRIS R.M. 1 1970, PROJECTING 2 INCHES.
 BJ4168'
 BJ4168'REFERENCE MARK NO. 2 IS 38.86 FEET WEST OF THE STATION.  IT IS 90.2
 BJ4168'FEET WEST OF THE CENTER OF STATE HIGHWAY 445, 58.9 FEET WEST OF
 BJ4168'WITNESS POST, 21 FEET SOUTH OF THE CENTER OF A SHELL DRIVE, AND 1.2
 BJ4168'FEET NORTH OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4168'AND COAST AND GEODETIC SURVEY DISK STAMPED CHRIS R.M. 2 1970, AND
 BJ4168'IS FLUSH WITH THE GROUND.
 BJ4168'
 BJ4168'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION.  IT IS 28.7 FEET
 BJ4168'EAST OF THE CENTER OF STATE HIGHWAY 445, 4.7 FEET WEST OF A POWER
 BJ4168'POLE, 2.4 FEET NORTH OF A FENCE, AND 1.50 FEET NORTH OF A METAL
 BJ4168'WITNESS POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4168'AND COAST AND GEODETIC SURVEY DISK, STAMPED CHRIS AZ.MK. 1970,
 BJ4168'PROJECTING 2 INCHES.
 BJ4168'
 BJ4168'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 BJ4168'HIGHWAY 445 FOR 0.5 MILE TO MARK SET ON THE RIGHT AND EAST NEAR A
 BJ4168'FENCE.
 BJ4168'
 BJ4168'AZIMUTH MARK 2 IS 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 140.4
 BJ4168'FEET SOUTH OF THE SOUTH END OF A CULVERT UNDER A GRAVEL DRIVE, 31.7
 BJ4168'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 445, 2.70 FEET
 BJ4168'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, 1.7 FEET
 BJ4168'SOUTH-SOUTHEAST OF A FENCE.  IT IS A LOUISIANA DEPARTMENT
 BJ4168'OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED CHRIS AZ.MK.
 BJ4168'2 1970, PROJECTING 2 INCHES.
 BJ4168'
 BJ4168'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE SOUTH AND EAST ALONG
 BJ4168'STATE HIGHWAY 445 FOR 0.4 MILE TO MARK SET ON THE RIGHT AND SOUTH OF
 BJ4168'THE HIGHWAY NEAR A FENCE.
 BJ4168'
 BJ4168'TO REACH THE STATION FROM THE TANGIPAHOA PARISH COURTHOUSE IN AMITE,
 BJ4168'DRIVE EAST ALONG STATE HIGHWAY 16 FOR 8.5 MILES TO THE JUNCTION WITH
 BJ4168'STATE HIGHWAY 445, THEN DRIVE SOUTH ALONG STATE HIGHWAY 445 FOR 3.9
 BJ4168'MILES TO STATION SET ON THE RIGHT AND WEST NEAR A GRAVEL DRIVE AND
 BJ4168'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1350 ***********************************************************************
 BJ1350  DESIGNATION -  CHRYSLER
 BJ1350  PID         -  BJ1350
 BJ1350  STATE/COUNTY-  LA/ORLEANS
 BJ1350  USGS QUAD   -  SPANISH FORT (1992)
 BJ1350
 BJ1350                         *CURRENT SURVEY CONTROL
 BJ1350  ___________________________________________________________________
 BJ1350* NAD 83(1992)-  30 01 43.25446(N)    090 05 52.93379(W)     ADJUSTED  
 BJ1350* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1350  **This station is located in a subsidence area (see below).
 BJ1350  ___________________________________________________________________
 BJ1350  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BJ1350  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ1350  DYNAMIC HT  -           2.1   (meters)       7.    (feet)  COMP
 BJ1350  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 BJ1350
 BJ1350  HORZ ORDER  -  THIRD
 BJ1350  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1350
 BJ1350.The horizontal coordinates were established by classical geodetic methods
 BJ1350.and adjusted by the National Geodetic Survey in January 1993..
 BJ1350
 BJ1350 ** The orthometric height has not been validated since last determined
 BJ1350 ** by differential leveling and should not be used for control purposes.
 BJ1350 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1350 ** area with valid NAVD 88 orthometric heights.
 BJ1350 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1350 ** epoch indicated which incorporates improved geoid heights for the
 BJ1350 ** Southern Louisiana Subsidence area.
 BJ1350 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1350.The orthometric height was scaled from a topographic map.
 BJ1350.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1350
 BJ1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1350
 BJ1350.The geoid height was determined by GEOID03.
 BJ1350
 BJ1350.The dynamic height is computed by dividing the NAVD 88
 BJ1350.geopotential number by the normal gravity value computed on the
 BJ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1350.degrees latitude (g = 980.6199 gals.).
 BJ1350
 BJ1350.The modeled gravity was interpolated from observed gravity values.
 BJ1350
 BJ1350;                    North         East     Units Scale Factor Converg.
 BJ1350;SPC LA S     -   170,087.837 1,119,143.701   MT  0.99992586   +0 37 03.6
 BJ1350;SPC LA S     -   558,029.85  3,671,723.96   sFT  0.99992586   +0 37 03.6
 BJ1350;UTM  15      - 3,325,512.258   779,867.236   MT  1.00056647   +1 27 11.5
 BJ1350
 BJ1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1350!SPC LA S     -   1.00000380  x   0.99992586  =   0.99992966
 BJ1350!UTM  15      -   1.00000380  x   1.00056647  =   1.00057027
 BJ1350
 BJ1350:                Primary Azimuth Mark                     Grid Az
 BJ1350:SPC LA S     -  DODGE                                    074 50 24.3
 BJ1350:UTM  15      -  DODGE                                    074 00 16.4
 BJ1350
 BJ1350|---------------------------------------------------------------------|
 BJ1350| PID    Reference Object                     Distance      Geod. Az  |
 BJ1350|                                                           dddmmss.s |
 BJ1350| BJ1353 DODGE                               APPROX. 0.6 KM 0752727.9 |
 BJ1350| BJ1349 CHRYSLER RM                          20.640 METERS 27207     |
 BJ1350|---------------------------------------------------------------------|
 BJ1350
 BJ1350                          SUPERSEDED SURVEY CONTROL
 BJ1350
 BJ1350  NAD 83(1986)-  30 01 43.27073(N)    090 05 52.92860(W) AD(       ) 3
 BJ1350  NAD 27      -  30 01 42.54328(N)    090 05 52.67085(W) AD(       ) 3
 BJ1350  NAVD 88 (02/14/94)    2.058  (m)            6.75   (f) UNKNOWN     1 2
 BJ1350  NGVD 29 (05/21/91)    2.118  (m)            6.95   (f) ADJUSTED    1 2
 BJ1350
 BJ1350.Superseded values are not recommended for survey control.
 BJ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1350.See file dsdata.txt to determine how the superseded data were derived.
 BJ1350
 BJ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7986725512(NAD 83)
 BJ1350_MARKER: DS = TRIANGULATION STATION DISK
 BJ1350_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1350_SP_SET: RETAINING WALL
 BJ1350_STAMPING: CHRYSLER 1931
 BJ1350_MARK LOGO: CGS   
 BJ1350_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1350+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 BJ1350
 BJ1350  HISTORY     - Date     Condition        Report By
 BJ1350  HISTORY     - 1931     MONUMENTED       CGS
 BJ1350  HISTORY     - 1935     GOOD             LAGS
 BJ1350  HISTORY     - 1942     GOOD             CGS
 BJ1350  HISTORY     - 1953     GOOD             CGS
 BJ1350  HISTORY     - 1954     GOOD             CGS
 BJ1350  HISTORY     - 1963     GOOD             CGS
 BJ1350  HISTORY     - 1984     GOOD             USPSQD
 BJ1350  HISTORY     - 1985     GOOD             USPSQD
 BJ1350  HISTORY     - 1985     GOOD             NGS
 BJ1350  HISTORY     - 1988     GOOD             USPSQD
 BJ1350  HISTORY     - 1990     GOOD             USPSQD
 BJ1350  HISTORY     - 19901108 GOOD             NGS
 BJ1350  HISTORY     - 19941117 GOOD             NGS
 BJ1350  HISTORY     - 20040922 GOOD             LADTD
 BJ1350
 BJ1350                          STATION DESCRIPTION
 BJ1350
 BJ1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLS)
 BJ1350'ON THE LAKE PONTCHARTRAIN SEA-WALL, IN ZONE 1 WHICH LIES
 BJ1350'BETWEEN THE ORLEANS CANAL AND THE NEW BASIN CANAL, AND IN
 BJ1350'THE 7TH BAY COUNTING FROM THE ORLEANS CANAL.
 BJ1350'
 BJ1350'THE STATION MARK IS A STANDARD BRONZE DISK SET FLUSH WITH
 BJ1350'THE TOP SURFACE OF THE TOP COPING.
 BJ1350'
 BJ1350'THE REFERENCE MARK, A STANDARD BRONZE REFERENCE DISK SET
 BJ1350'FLUSH WITH THE TOP SURFACE OF THE TOP COPING, IS 20.640 METERS
 BJ1350'(67.72 FEET) FROM THE STATION N 87 DEG 53 MIN W.
 BJ1350'
 BJ1350'THE MONUMENT IN ZONE 1 IS S 80 DEG 59 MIN W.
 BJ1350
 BJ1350                          STATION RECOVERY (1935)
 BJ1350
 BJ1350'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1350'RECOVERED AS DESCRIBED.
 BJ1350
 BJ1350                          STATION RECOVERY (1942)
 BJ1350
 BJ1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCW)
 BJ1350'STATION WAS RECOVERED AS DESCRIBED IN EVERY DETAIL.  THE
 BJ1350'DISTANCES AND DIRECTIONS TO AZIMUTH MARKS WERE NOT CHECKED.
 BJ1350'
 BJ1350'ON THE LAKE PONTCHARTRAIN SEA-WALL, IN ZONE 1 WHICH LIES
 BJ1350'BETWEEN THE ORLEANS CANAL AND THE NEW BASIN CANAL, AND IN
 BJ1350'THE 7TH BAY COUNTING FROM THE ORLEANS CANAL.
 BJ1350'
 BJ1350'THE STATION MARK IS A STANDARD BRONZE DISK SET FLUSH WITH
 BJ1350'THE TOP SURFACE OF THE TOP COPING.
 BJ1350'
 BJ1350'THE REFERENCE MARK, A STANDARD BRONZE REFERENCE DISK SET
 BJ1350'FLUSH WITH THE TOP SURFACE OF THE TOP COPING, IS 20.640
 BJ1350'METERS (67.72 FEET) FROM THE STATION N 87 DEG 53 MIN W.
 BJ1350'
 BJ1350'THE MONUMENT IN ZONE 1 IS S 80 DEG 59 MIN W.
 BJ1350
 BJ1350                          STATION RECOVERY (1953)
 BJ1350
 BJ1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1350'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 BJ1350'A NEW DESCRIPTION FOLLOWS--
 BJ1350'
 BJ1350'STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEAWALL, ABOUT
 BJ1350'200 FT. N OF THE W END OF THE BRIDGE ACROSS ORLEANS CANAL.
 BJ1350'IT IS A STANDARD BRONZE DISK, STAMPED CHRYSLER 1931 AND
 BJ1350'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL.
 BJ1350'
 BJ1350'THE REFERENCE MARK IS A STANDARD BRONZE DISK, STAMPED CHRYSLER
 BJ1350'1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 BJ1350'SEAWALL.
 BJ1350'
 BJ1350'TO REACH THE STATION FROM THE INTERSECTION OF LAKESHORE
 BJ1350'DRIVE AND CANAL BOULEVARD, GO E ON LAKESHORE DRIVE FOR 0.45
 BJ1350'MI. TO THE STATION ON THE LEFT JUST N OF THE BRIDGE AS DESCRIBED.
 BJ1350
 BJ1350                          STATION RECOVERY (1954)
 BJ1350
 BJ1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1350'THE STATION IS LOCATED IN THE NW SECTION OF NEW ORLEANS
 BJ1350'ON THE S SHORE OF LAKE PONCHARTRAIN, 0.85 MI. E OF THE NEW
 BJ1350'BASIN CANAL LIGHTHOUSE, AND EIGHT BAYS W OF THE ORLEANS
 BJ1350'CANAL.  IT IS A STANDARD DISK, SET IN A DRILL HOLE IN THE
 BJ1350'TOP OF THE SEAWALL, AND STAMPED CHRYSLER 1931.
 BJ1350'
 BJ1350'THE REFERENCE MARK IS 67.72 FT. W OF THE STATION N 87
 BJ1350'DEG 53 MIN W. IT IS A STANDARD DISK, SET IN A DRILL HOLE
 BJ1350'IN THE TOP OF THE SEAWALL, AND STAMPED CHRYSLER 1931.
 BJ1350
 BJ1350                          STATION RECOVERY (1963)
 BJ1350
 BJ1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1350'IN NEW ORLEANS.
 BJ1350'AT NEW ORLEANS, ABOUT 0.45 MILE EAST ALONG LAKESHORE DRIVE FROM THE
 BJ1350'JUNCTION OF CANAL BOULEVARD, 105 YARDS NORTHWEST OF THE NORTHWEST
 BJ1350'CORNER OF LAKESHORE DRIVE BRIDGE OVER ORLEANS CANAL, SET IN THE TOP OF
 BJ1350'THE CONCRETE SEA WALL ALONG SHORE OF LAKE PONTCHARTRAIN, 270 FEET
 BJ1350'NORTH OF THE CENTER LINE OF LAKESHORE DRIVE AND IS ABOUT 2 FEET ABOVE
 BJ1350'THE LEVEL OF THE DRIVE.
 BJ1350
 BJ1350                          STATION RECOVERY (1984)
 BJ1350
 BJ1350'RECOVERY NOTE BY US POWER SQUADRON 1984 (SAB)
 BJ1350'CHRYSLER FAIR - READABLE.
 BJ1350'
 BJ1350'NO. 3 - SEE SPANISH FORT, LA 1953 EDITION OF MAP OF LAKE
 BJ1350'PONTCHARTRAIN AREA LOCATED NEAR MOUTH OF ORLEANS OUTFALL CANAL.
 BJ1350
 BJ1350                          STATION RECOVERY (1985)
 BJ1350
 BJ1350'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 BJ1350'CHRYSLER--1931 FOUND FAIR--HARD TO READ.
 BJ1350'
 BJ1350'DESCRIPTION ADEQUATE.
 BJ1350'
 BJ1350'CHRYSLER--1931 REFERENCE MARK FOUND FAIR--HARD TO READ.
 BJ1350'
 BJ1350'DESCRIPTION ADEQUATE.
 BJ1350
 BJ1350                          STATION RECOVERY (1985)
 BJ1350
 BJ1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1350'RECOVERED IN GOOD CONDITION.
 BJ1350
 BJ1350                          STATION RECOVERY (1988)
 BJ1350
 BJ1350'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 BJ1350'RECOVERED IN GOOD CONDITION.
 BJ1350
 BJ1350                          STATION RECOVERY (1990)
 BJ1350
 BJ1350'RECOVERY NOTE BY US POWER SQUADRON 1990 (ABR)
 BJ1350'RECOVERED IN GOOD CONDITION.
 BJ1350
 BJ1350                          STATION RECOVERY (1990)
 BJ1350
 BJ1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1350'IN NEW ORLEANS, AT THE INTERSECTION OF LAKESHORE DRIVE AND CANAL
 BJ1350'BOULEVARD, 85.9 M (281.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 BJ1350'BRIDGE, 83.2 M (273.0 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF
 BJ1350'THE DRIVE, 20.6 M (67.6 FT) EAST OF CHRYSLER RM, 19.8 M (65.0 FT)
 BJ1350'EAST OF UTILITY LIGHT POLE NUMBER SW 17, AND 0.2 M (0.7 FT) ABOVE THE
 BJ1350'GROUND SURFACE.
 BJ1350
 BJ1350                          STATION RECOVERY (1994)
 BJ1350
 BJ1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1350'IN NEW ORLEANS, AT THE INTERSECTION OF LAKESHORE DRIVE AND THE ORLEANS
 BJ1350'OUTFALL CANAL, IN A CONCRETE RETAINING WALL, 85.9 M (281.8 FT)
 BJ1350'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, 83.2 M (273.0 FT)
 BJ1350'NORTH OF AND LEVEL WITH THE DRIVE CENTER, 20.6 M (67.6 FT) EAST OF
 BJ1350'CHRYSLER REFERENCE MARK, AND 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 BJ1350
 BJ1350                          STATION RECOVERY (2004)
 BJ1350
 BJ1350'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2679 ***********************************************************************
 BH2679  DESIGNATION -  CHUCK
 BH2679  PID         -  BH2679
 BH2679  STATE/COUNTY-  LA/ST BERNARD
 BH2679  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2679
 BH2679                         *CURRENT SURVEY CONTROL
 BH2679  ___________________________________________________________________
 BH2679* NAD 83(1992)-  30 07 51.24653(N)    089 26 50.01614(W)     ADJUSTED  
 BH2679* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 BH2679  ___________________________________________________________________
 BH2679  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BH2679  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BH2679
 BH2679  HORZ ORDER  -  SECOND
 BH2679
 BH2679.The horizontal coordinates were established by classical geodetic methods
 BH2679.and adjusted by the National Geodetic Survey in May 1994..
 BH2679
 BH2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2679
 BH2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2679
 BH2679.The geoid height was determined by GEOID03.
 BH2679
 BH2679;                    North         East     Units Scale Factor Converg.
 BH2679;SPC LA S     -   182,271.873 1,181,722.864   MT  0.99992831   +0 56 35.1
 BH2679;SPC LA S     -   598,003.64  3,877,035.76   sFT  0.99992831   +0 56 35.1
 BH2679;SPC MS E     -    70,090.631   240,847.996   MT  0.99999315   -0 18 29.4
 BH2679;SPC MS E     -   229,955.68    790,182.13   sFT  0.99999315   -0 18 29.4
 BH2679;UTM  16      - 3,335,818.803   264,245.215   MT  1.00028577   -1 13 44.5
 BH2679
 BH2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2679!SPC LA S     -   1.00000391  x   0.99992831  =   0.99993222
 BH2679!SPC MS E     -   1.00000391  x   0.99999315  =   0.99999706
 BH2679!UTM  16      -   1.00000391  x   1.00028577  =   1.00028968
 BH2679
 BH2679:                Primary Azimuth Mark                     Grid Az
 BH2679:SPC LA S     -  ARK                                      048 55 14.8
 BH2679:SPC MS E     -  ARK                                      050 10 19.3
 BH2679:UTM  16      -  ARK                                      051 05 34.4
 BH2679
 BH2679|---------------------------------------------------------------------|
 BH2679| PID    Reference Object                     Distance      Geod. Az  |
 BH2679|                                                           dddmmss.s |
 BH2679| BH2680 ARK                                 APPROX. 1.7 KM 0495149.9 |
 BH2679| DD7693 CHUCK RM 1                           14.165 METERS 05650     |
 BH2679| DD7694 CHUCK RM 2                           11.677 METERS 15358     |
 BH2679|---------------------------------------------------------------------|
 BH2679
 BH2679                          SUPERSEDED SURVEY CONTROL
 BH2679
 BH2679  NAD 83(1992)-  30 07 51.25828(N)    089 26 50.00969(W) AD(       ) 2
 BH2679  NAD 83(1986)-  30 07 51.25905(N)    089 26 50.01045(W) AD(       ) 2
 BH2679  NAD 27      -  30 07 50.54006(N)    089 26 49.83469(W) AD(       ) 2
 BH2679  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 BH2679
 BH2679.Superseded values are not recommended for survey control.
 BH2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2679.See file dsdata.txt to determine how the superseded data were derived.
 BH2679
 BH2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6424535819(NAD 83)
 BH2679_MARKER: DS = TRIANGULATION STATION DISK
 BH2679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2679+WITH SETTING: INFORMATION.
 BH2679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2679
 BH2679  HISTORY     - Date     Condition        Report By
 BH2679  HISTORY     - 1966     MONUMENTED       CGS
 BH2679  HISTORY     - 1969     GOOD             CGS
 BH2679  HISTORY     - 1971     GOOD             NGS
 BH2679
 BH2679                          STATION DESCRIPTION
 BH2679
 BH2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2679'STATION IS ON THE SOUTHWEST POINT OF GRAND ISLAND (LOCALLY KNOWN AS
 BH2679'HALF MOON ISLAND), ABOUT 2-3/4 MILES SOUTHEAST OF LOWER CLEAR POINT
 BH2679'AND 3-1/2 MILES NORTHEAST OF MALHEUREUX POINT. THE ISLAND AT THIS
 BH2679'POINT IS UNDER WATER AT HIGH TIDE.
 BH2679'
 BH2679'STATION MARK IS A STANDARD DISK STAMPED CHUCK 1966, CRIMPED TO THE
 BH2679'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG. IT IS ENCASED
 BH2679'IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.6 FEET. IT IS 2 FEET
 BH2679'NORTHEAST OF A METAL WITNESS POST AND 97 FEET SOUTH OF THE
 BH2679'NORTHWEST SHORE OF THE ISLAND.
 BH2679'
 BH2679'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHUCK NO 1 1966,
 BH2679'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2679'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.4
 BH2679'FEET.  IT IS 47 FEET NORTHEAST OF THE METAL WITNESS POST AND 76
 BH2679'FEET SOUTH OF THE SHORE LINE.
 BH2679'
 BH2679'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CHUCK NO 2 1966,
 BH2679'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2679'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2
 BH2679'FEET. IT IS 38 FEET SOUTHEAST OF THE METAL WITNESS POST AND 130
 BH2679'FEET SOUTH OF THE SHORELINE.
 BH2679'
 BH2679'TRIANGULATION STATION ARK 1934 CAN BE USED AS AN AZIMUTH.
 BH2679'
 BH2679'NOTE--STATION CAN ONLY BE REACHED BY BOAT OR FLOAT PLANE.
 BH2679
 BH2679                          STATION RECOVERY (1969)
 BH2679
 BH2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2679'STATION WAS VISITED AFTER HURRICANE CAMILLE.  STATION MARK AND
 BH2679'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BH2679'
 BH2679'THE 1966 DESCRIPTION BY V.C. DURR IS CONSIDERED TO BE ADEQUATE FOR
 BH2679'FUTURE RECOVERY.
 BH2679
 BH2679                          STATION RECOVERY (1971)
 BH2679
 BH2679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2679'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BH2679'CONDITION.  DESCRIPTION BY L.M. CHASE IN 1966 IS ADEQUATE FOR
 BH2679'RECOVERY WITH THE FOLLOWING CHANGE--STATION IS LOCATED 71 FEET
 BH2679'SOUTH OF THE MHWL AND 104 FEET EAST OF THE MHWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0731 ***********************************************************************
 AV0731  DESIGNATION -  CHUCK 1955
 AV0731  PID         -  AV0731
 AV0731  STATE/COUNTY-  LA/VERMILION
 AV0731  USGS QUAD   -  ROLLOVER LAKE (1979)
 AV0731
 AV0731                         *CURRENT SURVEY CONTROL
 AV0731  ___________________________________________________________________
 AV0731* NAD 83(1992)-  29 37 15.52011(N)    092 32 05.95146(W)     ADJUSTED  
 AV0731* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0731  **This station is located in a subsidence area (see below).
 AV0731  ___________________________________________________________________
 AV0731  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AV0731  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AV0731
 AV0731  HORZ ORDER  -  THIRD
 AV0731
 AV0731.The horizontal coordinates were established by classical geodetic methods
 AV0731.and adjusted by the National Geodetic Survey in January 1993..
 AV0731
 AV0731 ** The orthometric height has not been validated since last determined
 AV0731 ** by differential leveling and should not be used for control purposes.
 AV0731 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0731 ** area with valid NAVD 88 orthometric heights.
 AV0731 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0731 ** epoch indicated which incorporates improved geoid heights for the
 AV0731 ** Southern Louisiana Subsidence area.
 AV0731 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0731.The orthometric height was scaled from a topographic map.
 AV0731
 AV0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0731
 AV0731.The geoid height was determined by GEOID03.
 AV0731
 AV0731;                    North         East     Units Scale Factor Converg.
 AV0731;SPC LA S     -   124,865.085   883,627.136   MT  0.99994758   -0 36 03.0
 AV0731;SPC LA S     -   409,661.53  2,899,033.36   sFT  0.99994758   -0 36 03.0
 AV0731;UTM  15      - 3,276,878.127   545,019.178   MT  0.99962501   +0 13 47.4
 AV0731
 AV0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0731!SPC LA S     -   1.00000404  x   0.99994758  =   0.99995162
 AV0731!UTM  15      -   1.00000404  x   0.99962501  =   0.99962905
 AV0731
 AV0731                          SUPERSEDED SURVEY CONTROL
 AV0731
 AV0731  NAD 83(1986)-  29 37 15.53773(N)    092 32 05.93206(W) AD(       ) 3
 AV0731  NAD 27      -  29 37 14.74300(N)    092 32 05.42900(W) AD(       ) 3
 AV0731
 AV0731.Superseded values are not recommended for survey control.
 AV0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0731.See file dsdata.txt to determine how the superseded data were derived.
 AV0731
 AV0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4501976878(NAD 83)
 AV0731_MARKER: DS = TRIANGULATION STATION DISK
 AV0731_SETTING: 0 = UNSPECIFIED SETTING
 AV0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0731
 AV0731  HISTORY     - Date     Condition        Report By
 AV0731  HISTORY     - 1955     MONUMENTED       CGS
 AV0731
 AV0731                          STATION DESCRIPTION
 AV0731
 AV0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0731'STATION IS LOCATED ABOUT 3 MILES SOUTH OF PECAN ISLAND, IN THE
 AV0731'CENTER OF A SMALL, ROUGHLY CIRCULAR, MARSH ISLAND WHICH LIES
 AV0731'IN THE NARROW ARM OF A LAKE.
 AV0731'
 AV0731'TO REACH FROM PECAN ISLAND, DRIVE WEST ON THE EAST-WEST ROAD
 AV0731'WHICH LIES ALONG PECAN ISLAND RIDGE, FOR 3.55 MILES TO END OF
 AV0731'ROAD AND A BOAT DOCK ON THE LEFT.  CONTINUE SOUTH-SOUTHWEST
 AV0731'IN MUD BOAT ON SOSTHENE BROUSSARDS CANAL FOR 2.1 MILE TO
 AV0731'POINT WHERE CANAL ENTERS A SMALL BAYOU.  CONTINUE ON BAYOU FOR
 AV0731'0.8 MILE TO THE MOUTH OF BAYOU AT A LAKE.  FOLLOW NORTH SHORE
 AV0731'OF LAKE, PASSING BETWEEN AN ISLAND AND SHORE, TO THE ENTRANCE
 AV0731'OF A SECOND LAKE.  TURN NORTHWEST INTO THE NARROW ARM OF THIS
 AV0731'LAKE AND CONTINUE TO THE FIRST SMALL ISLAND ON THE SOUTHWEST
 AV0731'SIDE OF THE ARM AND STATION.
 AV0731'
 AV0731'STATION MARK, STAMPED CHUCK 1955, IS A STANDARD DISK BRAZED TO
 AV0731'THE TOP OF AN IRON PIPE WHICH IS ABOUT 3 INCHES IN DIAMETER
 AV0731'AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 AV0731'IS SET IN THE CENTER OF THE ISLAND, ABOUT 15 FEET NORTH OF THE
 AV0731'SOUTH SHORE, AND 15 FEET WEST OF THE EAST SHORE.
 AV0731'
 AV0731'REFERENCE AND AZIMUTH MARKS WERE NOT SET FOR THIS STATION.
 AV0731'
 AV0731'STATION WAS NOT OCCUPIED.
 AV0731'
 AV0731'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3046 ***********************************************************************
 CQ3046  DESIGNATION -  CHURCH
 CQ3046  PID         -  CQ3046
 CQ3046  STATE/COUNTY-  LA/WEBSTER
 CQ3046  USGS QUAD   -  DOYLINE (1981)
 CQ3046
 CQ3046                         *CURRENT SURVEY CONTROL
 CQ3046  ___________________________________________________________________
 CQ3046* NAD 83(1992)-  32 34 45.05484(N)    093 24 25.71458(W)     ADJUSTED  
 CQ3046* NAVD 88     -        69.59   (+/-2cm)     228.3    (feet)  VERTCON   
 CQ3046  ___________________________________________________________________
 CQ3046  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CQ3046  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3046
 CQ3046  HORZ ORDER  -  SECOND
 CQ3046  VERT ORDER  -  THIRD ? (See Below)
 CQ3046
 CQ3046.The horizontal coordinates were established by classical geodetic methods
 CQ3046.and adjusted by the National Geodetic Survey in January 1993..
 CQ3046
 CQ3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3046.The vertical order pertains to the NGVD 29 superseded value.
 CQ3046
 CQ3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3046
 CQ3046.The geoid height was determined by GEOID03.
 CQ3046
 CQ3046;                    North         East     Units Scale Factor Converg.
 CQ3046;SPC LA N     -   230,891.630   914,827.019   MT  0.99998122   -0 28 46.6
 CQ3046;SPC LA N     -   757,516.96  3,001,394.98   sFT  0.99998122   -0 28 46.6
 CQ3046;UTM  15      - 3,604,709.689   461,786.743   MT  0.99961801   -0 13 09.2
 CQ3046
 CQ3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3046!SPC LA N     -   0.99999315  x   0.99998122  =   0.99997437
 CQ3046!UTM  15      -   0.99999315  x   0.99961801  =   0.99961117
 CQ3046
 CQ3046:                Primary Azimuth Mark                     Grid Az
 CQ3046:SPC LA N     -  MINDEN MUNICIPAL TANK                    070 13 47.1
 CQ3046:UTM  15      -  MINDEN MUNICIPAL TANK                    069 58 09.7
 CQ3046
 CQ3046|---------------------------------------------------------------------|
 CQ3046| PID    Reference Object                     Distance      Geod. Az  |
 CQ3046|                                                           dddmmss.s |
 CQ3046| CQ3041 MINDEN MUNICIPAL TANK               APPROX.12.3 KM 0694500.5 |
 CQ3046| CQ3036 MINDEN MUNICIPAL TANK               APPROX.12.3 KM 0694956.4 |
 CQ3046| CQ3035 MINDEN COURTHOUSE DOME              APPROX.11.9 KM 0703708.4 |
 CQ3046| CQ3014 BURNS                               APPROX.15.8 KM 0850538.1 |
 CQ3046| CQ3043 CHURCH AZ MK RESET                  441.722 METERS 1093157.6 |
 CQ3046| CQ3042 SIBLEY MUN TANK                     APPROX.11.0 KM 1095420.8 |
 CQ3046| CQ3044 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX. 2.6 KM 1121336.4 |
 CQ3046| CQ3025 FT WORTH ATLANTA AIRWAY BCN 23      APPROX.11.6 KM 1151046.6 |
 CQ3046| CQ3052 DIXIE LA ORDNANCE PLANT TANK 5      APPROX. 2.1 KM 1235323.9 |
 CQ3046| CX5594 CHURCH RM 1                                        12540     |
 CQ3046| CQ3047 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX. 2.5 KM 1501155.8 |
 CQ3046| CX5595 CHURCH RM 2                          28.660 METERS 18323     |
 CQ3046| CX5593 CHURCH AZ MK 2                                     1914406.7 |
 CQ3046| CQ3048 DIXIE LA ORDNANCE PLANT TANK 3      APPROX. 0.9 KM 2054015.4 |
 CQ3046| CQ3050 DIXIE LA ORDNANCE PLANT TANK 4      APPROX. 3.3 KM 2253952.3 |
 CQ3046| CQ3248 HAUGHTON MUN TANK                   APPROX.10.5 KM 2392208.4 |
 CQ3046| CX5596 CHURCH RM 3                          24.336 METERS 25349     |
 CQ3046| CQ3252 PRINCETON VILLAGE TANK              APPROX.13.0 KM 2540622.4 |
 CQ3046| CQ3253 HAUGHTON ATT MICROWAVE KKT 22       APPROX.13.0 KM 2541441.4 |
 CQ3046| CQ3249 PRINCETON A J HODGES IND MAST       APPROX.11.7 KM 2574222.9 |
 CQ3046| CQ3250 GIDDENS HILL LOT                    APPROX.11.7 KM 2580400.3 |
 CQ3046| CX5597 CHURCH RM 4                          32.138 METERS 35318     |
 CQ3046| CX5598 CHURCH RM 5                          31.337 METERS 35528     |
 CQ3046|---------------------------------------------------------------------|
 CQ3046
 CQ3046                          SUPERSEDED SURVEY CONTROL
 CQ3046
 CQ3046  NAD 83(1986)-  32 34 45.06730(N)    093 24 25.70684(W) AD(       ) 2
 CQ3046  NAD 27      -  32 34 44.52700(N)    093 24 25.09100(W) AD(       ) 2
 CQ3046  NGVD 29 (07/19/86)   69.66   (m)          228.5    (f) LEVELING    3  
 CQ3046
 CQ3046.Superseded values are not recommended for survey control.
 CQ3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3046.See file dsdata.txt to determine how the superseded data were derived.
 CQ3046
 CQ3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6178704710(NAD 83)
 CQ3046_MARKER: DS = TRIANGULATION STATION DISK
 CQ3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3046
 CQ3046  HISTORY     - Date     Condition        Report By
 CQ3046  HISTORY     - 1931     MONUMENTED       CGS
 CQ3046  HISTORY     - 1950     GOOD             CGS
 CQ3046  HISTORY     - 1965     GOOD             CGS
 CQ3046  HISTORY     - 1966     GOOD             CGS
 CQ3046  HISTORY     - 1969     GOOD             CGS
 CQ3046  HISTORY     - 19971018 GOOD             USPSQD
 CQ3046
 CQ3046                          STATION DESCRIPTION
 CQ3046
 CQ3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ3046'STATION IS ABOUT 7.5 MILES W OF MINDEN AND 6 MILES E OF FILLMORE,
 CQ3046'AT A COLORED CHURCH AND SCHOOL 300 METERS (984 FEET) N OF
 CQ3046'U.S. ROUTE 80, 20.7 METERS (68 FEET) N BY W OF NW CORNER OF
 CQ3046'CHURCH, 26.9 METERS (88 FEET) W OF A 3-FOOT WATER-OAK TREE,
 CQ3046'AND 49.4 METERS (162 FEET) SW OF SW CORNER OF SCHOOL.
 CQ3046'
 CQ3046'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3046'DISKS SET IN CONCRETE.
 CQ3046'
 CQ3046'UPPER MARK IS 4 INCHES BELOW SURFACE.
 CQ3046'
 CQ3046'REFERENCE MARK NO. 1 IS 10 METERS (33 FEET) S OF ROUTE 80, 27
 CQ3046'METERS (89 FEET) N OF NW CORNER OF CHURCH S OF HIGHWAY, AND
 CQ3046'1/4 MILE FROM STATION. S 54 DEG 19 MIN 39 SEC E.
 CQ3046'
 CQ3046'REFERENCE MARK NO. 2 IS AT SW CORNER OF CHURCH, 28.66 METERS
 CQ3046'(94.0 FEET) FROM STATION S 3 DEG 23 MIN W.
 CQ3046
 CQ3046                          STATION RECOVERY (1950)
 CQ3046
 CQ3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3046'THE STATION, NOTES 1A AND 7A RECOVERED AND FOUND IN GOOD
 CQ3046'CONDITION.  REFERENCE MARKS NOS 1 AND 2, WAS DESTROYED
 CQ3046'DUE TO CONSTRUCTION OF A NEW CHURCH BUILDING.  TWO NEW REFERENCE
 CQ3046'MARKS NOS 3 AND 4, AND AN AZIMUTH MARK WAS ESTABLISHED
 CQ3046'ESTABLISHED.
 CQ3046'
 CQ3046'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CQ3046'
 CQ3046'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF FILLMORE AND
 CQ3046'8.0 MILES WEST OF MINDEN ON THE GROUNDS OF THE ST MATTHEW
 CQ3046'BAPTIST CHURCH (COLORED).  IT IS 0.15 MILE NORTH OF U.S. HIGHWAYS
 CQ3046'79 AND 80, 165 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CQ3046'CONCORD VOCATIONAL AGRICULTURE SCHOOL, 27 FEET NORTH OF THE
 CQ3046'NORTHWEST CORNER OF THE NEW TILE CHURCH AND 45 FEET SOUTH OF
 CQ3046'WELL AND PUMP.  IT IS STAMPED CHURCH 1931 AND SET 2 INCHES BELOW
 CQ3046'THE GROUND SURFACE.
 CQ3046'
 CQ3046'REFERENCE MARK NO 3 IS SOUTHWEST OF THE STATION NEAR THE WEST EDGE
 CQ3046'OF THE CHURCH YARD AND ON ABOUT THE SAME ELEVATION AS STATION
 CQ3046'MARK.  IT IS STAMPED CHURCH NO 3 1950 AND PROJECTS 3 INCHES.
 CQ3046'
 CQ3046'REFERENCE MARK NO 4 IS NORTHWEST OF THE STATION NEAR THE WEST
 CQ3046'EDGE OF THE SCHOOL YARD AND ON ABOUT THE SAME ELEVATION AS THE
 CQ3046'STATION MARK.  IT IS STAMPED CHURCH NO 4 1950 AND PROJECTS 3
 CQ3046'INCHES.
 CQ3046'
 CQ3046'THE DISTANCE BETWEEN R.M. NO 3 AND R.M. NO 4 IS 142.50 FEET.
 CQ3046'
 CQ3046'THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST-SOUTHEAST OF THE
 CQ3046'STATION, 36 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 79 AND
 CQ3046'80.  2 FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST
 CQ3046'FENCE LINE.  IT IS STAMPED CHURCH 1950 AND PROJECTS 2 INCHES.
 CQ3046'
 CQ3046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79, 80
 CQ3046'AND STATE ROUTE NO 90 ABOUT 4.0 MILES WEST OF MINDEN, GO WEST
 CQ3046'ON U.S. HIGHWAYS 79 AND 80 FOR 4.0 MILES TO THE AZIMUTH MARK
 CQ3046'ON THE SOUTH SIDE AS DESCRIBED, CONTINUE WEST ON HIGHWAY FOR
 CQ3046'0.2 MILE TO SIDE ROAD LEFT ABOUT 0.1 MILE SOUTH OF CHURCH, TURN
 CQ3046'LEFT AND GO NORTH FOR 0.1 MILE TO THE CHURCH AND STATION AS
 CQ3046'DESCRIBED.
 CQ3046'
 CQ3046'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 CQ3046
 CQ3046                          STATION RECOVERY (1965)
 CQ3046
 CQ3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 CQ3046'THE STATION WAS VISITED AND THE STATION, REFERENCE MARKS NO. 3
 CQ3046'AND 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 CQ3046'AZIMUTH MARK WAS MOVED AT THIS DATE.  IT WAS MOVED IN LINE WITH
 CQ3046'AND AWAY FROM THE STATION.  A NEW DESCRIPTION FOLLOWS--
 CQ3046'
 CQ3046'THE STATION IS 6.5 MILES EAST OF FILMORE AND 8 MILES WEST OF
 CQ3046'MINDIN ON THE GROUNDS OF THE ST. MATHEWS BAPTIST CHURCH, ABOUT
 CQ3046'300 YARDS NORTH OF U.S. HIGHWAY 79 AND 80, 27.4 FEET NORTH OF THE
 CQ3046'NORTHWEST CORNER OF THE CHURCH AND ON THE PROJECTED PLANE OF THE
 CQ3046'WEST WALL OF THE CHURCH, 64 FEET NORTHWEST OF THE NORTHEAST
 CQ3046'CORNER OF THE CHURCH, 17.5 FEET NORTH OF A 2-FOOT SCYAMORE TREE,
 CQ3046'86 FEET WEST OF A 4-FOOT OAK TREE, AND 44.5 FEET SOUTH OF A
 CQ3046'WELL.  IT IS A STANDARD DISK, STAMPED CHURCH 1931, TWO INCHES
 CQ3046'BELOW THE SURFACE OF THE GROUND.
 CQ3046'
 CQ3046'REFERENCE MARK NO. 3 IS 79.90 FEET SOUTHWEST OF THE STATION, 76
 CQ3046'FEET WNW OF THE SOUTHWEST CORNER OF THE CHURCH, 72 FEET WEST
 CQ3046'OF THE NORTHWEST CORNER OF THE CHURCH, 69.5 FEET WSW OF THE
 CQ3046'2-FOOT SYCAMORE TREE, AND 25.5 FEET NORTH OF THE PROJECTED
 CQ3046'PLANE OF THE SOUTH WALL OF THE CHURCH.  IT IS A STANDARD DISK,
 CQ3046'STAMPED CHURCH NO 3 1950, PROJECTING 3 INCHES AND 1 FOOT EAST
 CQ3046'OF A METAL WITNESS POST.
 CQ3046'
 CQ3046'REFERENCE MARK NO. 4 IS 105.46 FEET NORTH-NORTHWEST OF THE
 CQ3046'STATION, 132 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH,
 CQ3046'152 FEET NORTHWEST OF THE 4-FOOT OAK TREE AND 1 FOOT WEST OF
 CQ3046'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED CHURCH
 CQ3046'NO 4 1950, PROJECTING 6 INCHES.
 CQ3046'
 CQ3046'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 50
 CQ3046'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 79 AND 80, 60
 CQ3046'FEET NORTH OF THE WOODS LINE ALONG THE FIRE LANE, 9.4 FEET EAST
 CQ3046'OF A METAL WITNESS POST, 207.2 FEET EAST OF THE SOUTH HEADWALL
 CQ3046'OF A CROSS DRAIN UNDER THE HIGHWAY, ABOUT 324 FEET EAST OF A
 CQ3046'CEMETERY.  IT IS A STANDARD DISK, STAMPED CHURCH 1950 RESET
 CQ3046'1965, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 5
 CQ3046'INCHES.
 CQ3046'
 CQ3046'TO REACH THE STATION FROM THE WEBSTER PARISH COURTHOUSE IN MINDEN,
 CQ3046'FOLLOW U.S. HIGHWAY 79 AND 80 FOR 0.1 MILE TO ITS INTERSECTION
 CQ3046'WITH STATE HIGHWAY 7, GO SOUTH ON STATE HIGHWAY 7 FOR 1.7 MILES
 CQ3046'TO THE INTERCHANGE WITH INTERSTATE HIGHWAY 20, TURN RIGHT AND
 CQ3046'GO WEST ON INTERSTATE HIGHWAY 20, FOR 5.91 MILES TO THE
 CQ3046'INTERSECTION WITH U.S. HIGHWAY 79 AND 80, TURN LEFT AND GO WEST
 CQ3046'ON U.S. HIGHWAY 79 AND 80 FOR 0.85 MILES TO THE AZIMUTH MARK ON
 CQ3046'THE LEFT, CONTINUE WEST FOR 0.2 MILE TO A SIDE ROAD RIGHT
 CQ3046'LEADING TO A CHURCH, TURN RIGHT AND GO 0.1 MILE TO THE
 CQ3046'CHURCH AND THE STATION ON THE LEFT.
 CQ3046
 CQ3046                          STATION RECOVERY (1966)
 CQ3046
 CQ3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ3046'THE STATION AND REFERENCE MARKS NOS. 3 AND 4 WERE RECOVERED
 CQ3046'IN GOOD CONDITION.  FOLLOWING IS NEW DESCRIPTION--
 CQ3046'
 CQ3046'THE STATION IS LOCATED ABOUT 8 MILES WEST OF MINDEN, LOUISIANA,
 CQ3046'ON THE GROUNDS OF THE ST. JAMES BAPTIST CHURCH.  IT IS 0.15
 CQ3046'MILE NORTH OF U.S. HWY 79 AND 80, 27.3 FEET NORTH OF THE NORTHWEST
 CQ3046'CORNER OF THE CHURCH, 63.8 FEET NORTHWEST OF THE NORTHEAST
 CQ3046'CORNER OF THE CHURCH, 1.50 FEET SOUTH OF A METAL WITNESS POST
 CQ3046'AND SIGN, 44.4 FEET SOUTH OF AN OLD DUG WELL, 18.4 FEET NORTH
 CQ3046'OF 24 INCH SYCAMORE TREE, 88.4 FEET WEST OF A 48 INCH OAK
 CQ3046'TREE, 35.1 FEET NORTHEAST OF AN UNDERGROUND GAS TANK, AND
 CQ3046'155.2 FEET WEST OF THE CENTERLINE OF A DIRT ROAD RUNNING IN
 CQ3046'FRONT OF THE CHURCH.  STATION IS 3 INCHES BELOW THE SURFACE
 CQ3046'OF THE GROUND.
 CQ3046'
 CQ3046'REFERENCE MARK NO. 3 IS 79.92 FEET SOUTHWEST OF THE STATION,
 CQ3046'72.5 FEET WEST OF THE NORTHWEST CORNER OF THE CHURCH, 48.1
 CQ3046'FEET WEST OF AN UNDERGROUND TANK, 76.4 FEET NORTHWEST OF THE
 CQ3046'SOUTHWEST CORNER OF THE CHURCH AND 1.10 FEET SOUTHEAST OF A
 CQ3046'METAL WITNESS POST AND SIGN.  MARK PROJECTS 4 INCHES ABOVE
 CQ3046'THE SURFACE OF THE GROUND.
 CQ3046'
 CQ3046'REFERENCE MARK NO. 4 IS 105.43 FEET NORTHWEST OF THE STATION,
 CQ3046'66.3 FEET NORTH OF OLD DUG WELL, 1.20 FEET WEST OF A METAL
 CQ3046'WITNESS POST AND SIGN AND 119.0 FEET WEST OF CENTERLINE OF
 CQ3046'DIRT ROAD IN FRONT OF THE CHURCH.  MARK PROJECTS 3 INCHES
 CQ3046'ABOVE THE SURFACE OF THE GROUND.
 CQ3046'
 CQ3046'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3046'MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80, 0.10 MILE WEST
 CQ3046'TO THE INTERSECTION WITH LA HWY 7, THENCE SOUTH ALONG LA HWY
 CQ3046'7 FOR 1.71 MILES TO THE SIBLEY OVERPASS AND INTERCHANGE WITH
 CQ3046'U.S. HWY 79 AND 80, THENCE WEST ALONG U.S. HWY 79 AND 80 FOR
 CQ3046'1.08 MILES TO STATION SET 0.15 MILE NORTH OF HIGHWAY NEXT
 CQ3046'TO CHURCH.
 CQ3046
 CQ3046                          STATION RECOVERY (1969)
 CQ3046
 CQ3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3046'UNABLE TO MEASURE BETWEEN RMS DUE TO HEAVY BRUSH ON LINE.
 CQ3046'
 CQ3046'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD
 CQ3046'CONDITION.  REFERENCE MARK 3 HAD BEEN CHIPPED AND THE EDGE OF
 CQ3046'THE DISK HAD BEEN PRICED UP.  REFERENCE MARK 4 WAS LOOSE IN THE
 CQ3046'GROUND AND A REFERENCE MARK 5 WAS ESTABLISHED.  THE AZIMUTH
 CQ3046'MARK IS NOT VISIBLE FROM THE GROUND OR THE TOP OF THE TOWER AND
 CQ3046'AN AZIMUTH MARK NO 2 WAS ESTABLISHED.
 CQ3046'
 CQ3046'TO REACH THE STATION FROM THE ENTRANCE TO THE LOUISIANA
 CQ3046'ORDNANCE PLANT, THIS IS ABOUT 6 MILES EAST OF FILLMORE AND
 CQ3046'4-1/2 MILES SOUTHWEST OF GIFFORD ALONG U.S. HIGHWAYS 79 AND 80,
 CQ3046'GO EAST ON U.S. HIGHWAYS 79 AND 80 FOR 0.6 MILE TO A SIDE ROAD
 CQ3046'LEFT.  TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 0.1 MILE TO
 CQ3046'THE ST. MATHEWS BAPTIST CHURCH AND THE STATION ON THE LEFT,
 CQ3046'WEST SIDE OF THE ROAD.
 CQ3046'
 CQ3046'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRADED
 CQ3046'ROAD TO U.S. HIGHWAYS 79 AND 80, TURN RIGHT AND GO WEST FOR
 CQ3046'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF THE
 CQ3046'HIGHWAY.
 CQ3046'
 CQ3046'STATION MARK IS A STANDARD DISK, STAMPED CHURCH 1931, SET IN
 CQ3046'THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS 1 INCH
 CQ3046'BELOW THE SURFACE.  IT IS 88 FEET WEST OF A 48-INCH OAK TREE,
 CQ3046'27.2 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH, 18 FEET
 CQ3046'NORTH OF A 24-INCH SYCAMORE TREE AND 1.4 FEET SOUTH OF A METAL
 CQ3046'WITNESS POST WITH A SIGN ATTACHED.
 CQ3046'
 CQ3046'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHURCH NO 3 1950,
 CQ3046'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ3046'4 INCHES.  IT IS 72.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 CQ3046'CHURCH, 70.5 FEET WEST OF A 24-INCH SYCAMORE TREE AND 1 FOOT
 CQ3046'SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3046'
 CQ3046'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED CHURCH 1931 NO 5
 CQ3046'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3046'THAT PROJECTS 4 INCHES.  IT IS 142 FEET NORTHWEST OF A 48-INCH
 CQ3046'OAK TREE, 129.5 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH
 CQ3046'AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH A SIGN
 CQ3046'ATTACHED.
 CQ3046'
 CQ3046'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHURCH 1931 RESET 1965,
 CQ3046'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3046'PROJECTS 3 INCHES.  IT IS 61 FEET NORTH OF THE SOUTH EDGE OF
 CQ3046'A FIRE BREAK, 49 FEET SOUTH OF THE CENTER OF THE EAST-BOUND
 CQ3046'LANE OF U.S. HIGHWAYS 79 AND 80, 9.7 FEET SOUTH OF A FENCE AND
 CQ3046'1.5 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3046'
 CQ3046'AZIMUTH MARK NO 2 IS A STANDARD DISK, STAMPED CHURCH 1931 NO 2
 CQ3046'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3046'THAT PROJECTS 2 INCHES.  IT IS 51 FEET EAST OF UTILITY POLE 50,
 CQ3046'43 FEET SOUTH OF THE CENTER OF THE EAST-BOUND LANE OF U.S.
 CQ3046'HIGHWAYS 79 AND 80, 2.6 FEET SOUTH OF A FENCE AND 2 FEET EAST OF A
 CQ3046'METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3046'
 CQ3046'HEIGHT OF LIGHT ABOVE STATION MARK 97.43 FEET.
 CQ3046'
 CQ3046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3046'3 MILES NORTH OF DOYLINE.
 CQ3046
 CQ3046                          STATION RECOVERY (1997)
 CQ3046
 CQ3046'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3043 ***********************************************************************
 CQ3043  DESIGNATION -  CHURCH AZ MK RESET
 CQ3043  PID         -  CQ3043
 CQ3043  STATE/COUNTY-  LA/WEBSTER
 CQ3043  USGS QUAD   -  DOYLINE (1981)
 CQ3043
 CQ3043                         *CURRENT SURVEY CONTROL
 CQ3043  ___________________________________________________________________
 CQ3043* NAD 83(1992)-  32 34 40.26025(N)    093 24 09.75340(W)     ADJUSTED  
 CQ3043* NAVD 88     -        64.24   (+/-2cm)     210.8    (feet)  VERTCON   
 CQ3043  ___________________________________________________________________
 CQ3043  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CQ3043  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3043
 CQ3043  HORZ ORDER  -  SECOND
 CQ3043  VERT ORDER  -  THIRD ? (See Below)
 CQ3043
 CQ3043.The horizontal coordinates were established by classical geodetic methods
 CQ3043.and adjusted by the National Geodetic Survey in January 1993..
 CQ3043
 CQ3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3043.The vertical order pertains to the NGVD 29 superseded value.
 CQ3043
 CQ3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3043
 CQ3043.The geoid height was determined by GEOID03.
 CQ3043
 CQ3043;                    North         East     Units Scale Factor Converg.
 CQ3043;SPC LA N     -   230,740.466   915,242.062   MT  0.99998095   -0 28 38.1
 CQ3043;SPC LA N     -   757,021.01  3,002,756.67   sFT  0.99998095   -0 28 38.1
 CQ3043;UTM  15      - 3,604,560.467   462,202.318   MT  0.99961762   -0 13 00.6
 CQ3043
 CQ3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3043!SPC LA N     -   0.99999399  x   0.99998095  =   0.99997494
 CQ3043!UTM  15      -   0.99999399  x   0.99961762  =   0.99961162
 CQ3043
 CQ3043|---------------------------------------------------------------------|
 CQ3043| PID    Reference Object                     Distance      Geod. Az  |
 CQ3043|                                                           dddmmss.s |
 CQ3043| CQ3049 60A002                              351.434 METERS 07601     |
 CQ3043| CQ3046 CHURCH                              441.722 METERS 2893206.2 |
 CQ3043|---------------------------------------------------------------------|
 CQ3043
 CQ3043                          SUPERSEDED SURVEY CONTROL
 CQ3043
 CQ3043  NAD 83(1986)-  32 34 40.27272(N)    093 24 09.74565(W) AD(       ) 2
 CQ3043  NAD 27      -  32 34 39.73244(N)    093 24 09.13128(W) AD(       ) 2
 CQ3043  NGVD 29 (07/19/86)   64.31   (m)          211.0    (f) LEVELING    3  
 CQ3043
 CQ3043.Superseded values are not recommended for survey control.
 CQ3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3043.See file dsdata.txt to determine how the superseded data were derived.
 CQ3043
 CQ3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6220204560(NAD 83)
 CQ3043_MARKER: DZ = AZIMUTH MARK DISK
 CQ3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3043+STABILITY: SURFACE MOTION
 CQ3043
 CQ3043  HISTORY     - Date     Condition        Report By
 CQ3043  HISTORY     - 1966     MONUMENTED       CGS
 CQ3043  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3043
 CQ3043                          STATION DESCRIPTION
 CQ3043
 CQ3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ3043'STATION IS WEST ALONG U.S. HWY. 79 AND 80 ABOUT 7 MILES FROM
 CQ3043'MINDEN, LA., 22.37 FEET EAST OF OLD AZ. MK., 60.0 FEET NORTH
 CQ3043'OF WOOD LINE, 9.4 FEET SOUTH OF RIGHT OF WAY FENCE ON U.S.
 CQ3043'HWY. 79 AND 80, 1.46 FEET EAST OF METAL WITNESS POST AND SIGN,
 CQ3043'50.00 FEET SOUTH OF THE CENTERLINE OF SOUTH HEADWALL OF CULVERT
 CQ3043'UNDER U.S. HWY. 79 AND 80, 324.00 FEET EAST OF CEMETARY NEXT
 CQ3043'TO WHITE WOOD FRAME CHURCH ON SOUTH SIDE OF HIGHWAY, AND 210
 CQ3043'FEET SOUTHEAST OF TURNOUT ON MEDIAN OF U.S. HWY. 79 AND 80.
 CQ3043'
 CQ3043'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CQ3043'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE
 CQ3043'OF THE GROUND.  STATION IS STAMPED CHURCH AZ., RESET 1965.
 CQ3043'
 CQ3043'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3043'MINDEN, LOUISIANA, FOLLOW U.S. HWY. 79 AND 80 WEST FOR 0.10
 CQ3043'MILE TO THE INTERSECTION WITH LA. HWY. 7, THENCE SOUTH ALONG
 CQ3043'LA HWY. 7 FOR 1.71 MILES TO THE INTERCHANGE ON INTERSTATE
 CQ3043'20, THENCE WEST ALONG INTERSTATE 20 FOR 5.91 MILES TO THE
 CQ3043'INTERSECTION WITH U.S. HWY. 79 AND 80, THENCE WEST ALONG U.S.
 CQ3043'HWY. 79 AND 80 FOR 0.84 MILES TO STATION SOUTH OF HIGHWAY.
 CQ3043
 CQ3043                          STATION RECOVERY (1997)
 CQ3043
 CQ3043'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2729 ***********************************************************************
 BK2729  DESIGNATION -  CHURCH POINT MUN TANK
 BK2729  PID         -  BK2729
 BK2729  STATE/COUNTY-  LA/ACADIA
 BK2729  USGS QUAD   -  CHURCH POINT (1983)
 BK2729
 BK2729                         *CURRENT SURVEY CONTROL
 BK2729  ___________________________________________________________________
 BK2729* NAD 83(1992)-  30 23 56.55808(N)    092 13 00.64793(W)     ADJUSTED  
 BK2729* NAVD 88     -                                                        
 BK2729  **This station is located in a subsidence area (see below).
 BK2729  ___________________________________________________________________
 BK2729  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2729  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2729
 BK2729  HORZ ORDER  -  THIRD
 BK2729
 BK2729.The horizontal coordinates were established by classical geodetic methods
 BK2729.and adjusted by the National Geodetic Survey in January 1993..
 BK2729
 BK2729 ** The orthometric height has not been validated since last determined
 BK2729 ** by differential leveling and should not be used for control purposes.
 BK2729 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2729 ** area with valid NAVD 88 orthometric heights.
 BK2729 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2729 ** epoch indicated which incorporates improved geoid heights for the
 BK2729 ** Southern Louisiana Subsidence area.
 BK2729 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2729
 BK2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2729
 BK2729.The geoid height was determined by GEOID03.
 BK2729
 BK2729;                    North         East     Units Scale Factor Converg.
 BK2729;SPC LA S     -   210,827.118   915,101.311   MT  0.99994981   -0 26 30.4
 BK2729;SPC LA S     -   691,688.64  3,002,294.88   sFT  0.99994981   -0 26 30.4
 BK2729;UTM  15      - 3,363,264.174   575,230.456   MT  0.99966982   +0 23 46.7
 BK2729
 BK2729                          SUPERSEDED SURVEY CONTROL
 BK2729
 BK2729  NAD 83(1986)-  30 23 56.57772(N)    092 13 00.64263(W) AD(       ) 4
 BK2729  NAD 27      -  30 23 55.85921(N)    092 13 00.18908(W) AD(       ) 3
 BK2729
 BK2729.Superseded values are not recommended for survey control.
 BK2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2729.See file dsdata.txt to determine how the superseded data were derived.
 BK2729
 BK2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7523063264(NAD 83)
 BK2729_MARKER: 53 = ELEVATED TANK
 BK2729
 BK2729  HISTORY     - Date     Condition        Report By
 BK2729  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2729  HISTORY     - 19970604 GOOD             USPSQD
 BK2729
 BK2729                          STATION DESCRIPTION
 BK2729
 BK2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2729'THE STATION IS THE TOP CENTER OF THE TANK.  IT IS A FIVE LEGGED STEEL
 BK2729'STRUCTURE, WITH SILVER LEGS AND GREEN TANK AND AN OVERALL HEIGHT OF
 BK2729'150 FEET.
 BK2729'
 BK2729'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND SOUTH
 BK2729'BROADWAY STREET IN CHURCH POINT, GO SOUTHEAST ON SOUTH BROADWAY
 BK2729'STREET FOR 0.3 MILE TO RICHARDS STREET ON THE RIGHT, TURN RIGHT FOR
 BK2729'0.05 MILE TO THE STATION.
 BK2729
 BK2729                          STATION RECOVERY (1997)
 BK2729
 BK2729'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3289 ***********************************************************************
 BK3289  DESIGNATION -  CITGO
 BK3289  PID         -  BK3289
 BK3289  STATE/COUNTY-  LA/CALCASIEU
 BK3289  USGS QUAD   -  WESTLAKE (1996)
 BK3289
 BK3289                         *CURRENT SURVEY CONTROL
 BK3289  ___________________________________________________________________
 BK3289* NAD 83(1992)-  30 11 01.91246(N)    093 19 31.08256(W)     ADJUSTED  
 BK3289* NAVD 88     -         5.1  **(meters)      17.   **(feet)  GPS OBS   
 BK3289  **This station is located in a subsidence area (see below).
 BK3289  ___________________________________________________________________
 BK3289  X           -    -320,071.916 (meters)                     COMP
 BK3289  Y           -  -5,508,727.311 (meters)                     COMP
 BK3289  Z           -   3,187,997.577 (meters)                     COMP
 BK3289  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3289  ELLIP HEIGHT-         -22.30  (meters)          (02/20/02) GPS OBS
 BK3289  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3289
 BK3289  HORZ ORDER  -  FIRST
 BK3289  ELLP ORDER  -  FOURTH    CLASS I
 BK3289
 BK3289.The horizontal coordinates were established by GPS observations
 BK3289.and adjusted by the National Geodetic Survey in January 1995..
 BK3289
 BK3289 ** The orthometric height has not been validated since last determined
 BK3289 ** by differential leveling and should not be used for control purposes.
 BK3289 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3289 ** area with valid NAVD 88 orthometric heights.
 BK3289 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3289 ** epoch indicated which incorporates improved geoid heights for the
 BK3289 ** Southern Louisiana Subsidence area.
 BK3289 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3289.The orthometric height was determined by GPS observations and a
 BK3289.high-resolution geoid model.
 BK3289
 BK3289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3289
 BK3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3289
 BK3289.The ellipsoidal height was determined by GPS observations
 BK3289.and is referenced to NAD 83.
 BK3289
 BK3289.The geoid height was determined by GEOID03.
 BK3289
 BK3289;                    North         East     Units Scale Factor Converg.
 BK3289;SPC LA S     -   188,314.356   808,180.700   MT  0.99993082   -0 59 45.6
 BK3289;SPC LA S     -   617,828.02  2,651,506.18   sFT  0.99993082   -0 59 45.6
 BK3289;UTM  15      - 3,339,204.019   468,683.413   MT  0.99961210   -0 09 48.8
 BK3289
 BK3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3289!SPC LA S     -   1.00000350  x   0.99993082  =   0.99993432
 BK3289!UTM  15      -   1.00000350  x   0.99961210  =   0.99961560
 BK3289
 BK3289                          SUPERSEDED SURVEY CONTROL
 BK3289
 BK3289  ELLIP H (01/13/95)  -22.21   (m)                       GP(       ) 3 2
 BK3289  NAD 83(1992)-  30 11 01.91260(N)    093 19 31.08023(W) AD(       ) 1
 BK3289  ELLIP H (01/21/93)  -22.19   (m)                       GP(       ) 4 2
 BK3289  NAD 83(1986)-  30 11 01.93332(N)    093 19 31.06842(W) AD(       ) 1
 BK3289  NGVD 29 (05/20/88)    5.1    (m)           17.     (f) GPS OBS        
 BK3289
 BK3289.Superseded values are not recommended for survey control.
 BK3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3289.See file dsdata.txt to determine how the superseded data were derived.
 BK3289
 BK3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6868339204(NAD 83)
 BK3289_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3289_STAMPING: CITGO 1987
 BK3289_MARK LOGO: NGS   
 BK3289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3289+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1990
 BK3289
 BK3289  HISTORY     - Date     Condition        Report By
 BK3289  HISTORY     - 1987     MONUMENTED       LADTD
 BK3289  HISTORY     - 19901226 GOOD             VFM
 BK3289  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BK3289
 BK3289                          STATION DESCRIPTION
 BK3289
 BK3289'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3289'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST OF SULPHUR,
 BK3289'3.5 KM (2.2 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3289'STATE HIGHWAY 108, IN A GRASS MEDIAN AT A RIGHT-ANGLE TURN IN THE
 BK3289'HIGHWAY.
 BK3289'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3289'
 BK3289'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3289'STATE HIGHWAY 108 IN SULPHUR, GO SOUTH FOR 3.6 KM (2.25 MI) ON
 BK3289'HIGHWAY 108 TO A T-ROAD AND THE STATION ON THE LEFT IN THE MEDIAN.
 BK3289'
 BK3289'THE STATION IS A STANDARD NGS DISK
 BK3289'STAMPED---CITGO 1987---,
 BK3289'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3289'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3289'3.8 METERS (12.5 FT) NORTH FROM THE SOUTH CURB OF THE MEDIAN,
 BK3289'1.9 METERS (6 FT) EAST FROM THE WEST CURB,
 BK3289'2.2 METERS (7 FT) WEST FROM THE EAST CURB AND
 BK3289'2 METERS (6.5 FT) SOUTH FROM A FIBERGLASS WITNESS POST AT A HIGHWAY
 BK3289'SIGN.
 BK3289'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3289'STAMPED---CITGO 1987---,
 BK3289'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3289'
 BK3289'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3289'STAMPED---CITGO 1987---,
 BK3289'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3289'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3289'13.4 METERS (44 FT) NORTH FROM THE SOUTH END OF A CONCRETE CURB
 BK3289'AROUND THE MEDIAN,
 BK3289'2.9 METERS (9.5 FT) EAST FROM THE WEST EDGE OF A CONCRETE CURB
 BK3289'AROUND THE MEDIAN,
 BK3289'2.9 METERS (9.5 FT) WEST FROM THE EAST EDGE OF A CONCRETE CURB
 BK3289'AROUND THE MEDIAN AND
 BK3289'0.3 METERS (1 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 BK3289'TO REACH THE AZIMUTH FROM THE STATION,
 BK3289'GO NORTH FOR 1.2 KM (0.65 MI) ON HIGHWAY 108 TO THE MARK IN THE
 BK3289'MEDIAN OF THE HIGHWAY.
 BK3289
 BK3289                          STATION RECOVERY (1990)
 BK3289
 BK3289'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3289'RECOVERED AS DESCRIBED.
 BK3289
 BK3289                          STATION RECOVERY (2001)
 BK3289
 BK3289'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BK3289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6268 ***********************************************************************
 AH6268  DESIGNATION -  CITGO
 AH6268  PID         -  AH6268
 AH6268  STATE/COUNTY-  LA/TERREBONNE
 AH6268  USGS QUAD   -  HOUMA (1980)
 AH6268
 AH6268                         *CURRENT SURVEY CONTROL
 AH6268  ___________________________________________________________________
 AH6268* NAD 83(1992)-  29 30 56.57903(N)    090 44 51.16168(W)     ADJUSTED  
 AH6268* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6268  **This station is located in a subsidence area (see below).
 AH6268  ___________________________________________________________________
 AH6268  X           -     -72,473.133 (meters)                     COMP
 AH6268  Y           -  -5,554,407.443 (meters)                     COMP
 AH6268  Z           -   3,123,759.151 (meters)                     COMP
 AH6268  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6268  ELLIP HEIGHT-         -23.72  (meters)          (02/21/02) GPS OBS
 AH6268  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AH6268
 AH6268  HORZ ORDER  -  FIRST
 AH6268  ELLP ORDER  -  FIFTH     CLASS I
 AH6268
 AH6268.The horizontal coordinates were established by GPS observations
 AH6268.and adjusted by the National Geodetic Survey in December 1998..
 AH6268
 AH6268 ** The orthometric height has not been validated since last determined
 AH6268 ** by differential leveling and should not be used for control purposes.
 AH6268 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6268 ** area with valid NAVD 88 orthometric heights.
 AH6268 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6268 ** epoch indicated which incorporates improved geoid heights for the
 AH6268 ** Southern Louisiana Subsidence area.
 AH6268 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6268.The orthometric height was determined by GPS observations and a
 AH6268.high-resolution geoid model.
 AH6268
 AH6268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6268
 AH6268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6268
 AH6268.The ellipsoidal height was determined by GPS observations
 AH6268.and is referenced to NAD 83.
 AH6268
 AH6268.The geoid height was determined by GEOID03.
 AH6268
 AH6268;                    North         East     Units Scale Factor Converg.
 AH6268;SPC LA S     -   112,732.870 1,056,790.512   MT  0.99996135   +0 17 34.4
 AH6268;SPC LA S     -   369,857.76  3,467,153.54   sFT  0.99996135   +0 17 34.4
 AH6268;UTM  15      - 3,267,239.671   718,320.269   MT  1.00018815   +1 06 36.5
 AH6268
 AH6268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6268!SPC LA S     -   1.00000373  x   0.99996135  =   0.99996508
 AH6268!UTM  15      -   1.00000373  x   1.00018815  =   1.00019188
 AH6268
 AH6268                          SUPERSEDED SURVEY CONTROL
 AH6268
 AH6268  ELLIP H (12/17/98)  -23.68   (m)                       GP(       ) 4 2
 AH6268
 AH6268.Superseded values are not recommended for survey control.
 AH6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6268.See file dsdata.txt to determine how the superseded data were derived.
 AH6268
 AH6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1832067240(NAD 83)
 AH6268_MARKER: I = METAL ROD
 AH6268_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6268_STAMPING: CITGO
 AH6268_MARK LOGO: LA-109
 AH6268_PROJECTION: RECESSED 10 CENTIMETERS
 AH6268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6268+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6268_ROD/PIPE-DEPTH: 18.3 meters
 AH6268_SLEEVE-DEPTH  :  0.9 meters
 AH6268
 AH6268  HISTORY     - Date     Condition        Report By
 AH6268  HISTORY     - 1995     MONUMENTED       MPHI
 AH6268
 AH6268                          STATION DESCRIPTION
 AH6268
 AH6268'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6268'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6268'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT AND
 AH6268'TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.  TRAVEL
 AH6268'SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN.  TURN LEFT ON HWY
 AH6268'315 AND TRAVEL SOUTH FOR 4.4 MI (7.1 KM) TO THE STATION ON THE LEFT.
 AH6268'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE
 AH6268'STATION IS 17.0 FT (5.2 M) NORTHEAST FROM THE CENTERLINE OF HEADLAND,
 AH6268'31.30 FT (9.54 M) SOUTHEAST FROM THE CENTERLINE OF HWY 315, 71.40 FT
 AH6268'(21.76 M) SOUTHEAST FROM THE POWER POLE, AND 107.20 FT (32.67 M) EAST
 AH6268'OF THE CORNER OF THE WOODEN BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3290 ***********************************************************************
 BK3290  DESIGNATION -  CITGO AZ MK
 BK3290  PID         -  BK3290
 BK3290  STATE/COUNTY-  LA/CALCASIEU
 BK3290  USGS QUAD   -  WESTLAKE (1996)
 BK3290
 BK3290                         *CURRENT SURVEY CONTROL
 BK3290  ___________________________________________________________________
 BK3290* NAD 83(1992)-  30 11 37.08468(N)    093 19 31.09960(W)     ADJUSTED  
 BK3290* NAVD 88     -         4.   **(meters)      13.   **(feet)  VERTCON   
 BK3290  **This station is located in a subsidence area (see below).
 BK3290  ___________________________________________________________________
 BK3290  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BK3290  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3290
 BK3290  HORZ ORDER  -  SECOND
 BK3290
 BK3290.The horizontal coordinates were established by classical geodetic methods
 BK3290.and adjusted by the National Geodetic Survey in January 1993..
 BK3290.No horizontal observational check was made to the station.
 BK3290
 BK3290 ** The orthometric height has not been validated since last determined
 BK3290 ** by differential leveling and should not be used for control purposes.
 BK3290 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3290 ** area with valid NAVD 88 orthometric heights.
 BK3290 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3290 ** epoch indicated which incorporates improved geoid heights for the
 BK3290 ** Southern Louisiana Subsidence area.
 BK3290 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3290
 BK3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3290
 BK3290.The geoid height was determined by GEOID03.
 BK3290
 BK3290;                    North         East     Units Scale Factor Converg.
 BK3290;SPC LA S     -   189,397.192   808,199.070   MT  0.99993138   -0 59 45.6
 BK3290;SPC LA S     -   621,380.62  2,651,566.45   sFT  0.99993138   -0 59 45.6
 BK3290;UTM  15      - 3,340,286.663   468,686.049   MT  0.99961210   -0 09 49.0
 BK3290
 BK3290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3290!SPC LA S     -   1.00000363  x   0.99993138  =   0.99993501
 BK3290!UTM  15      -   1.00000363  x   0.99961210  =   0.99961573
 BK3290
 BK3290                          SUPERSEDED SURVEY CONTROL
 BK3290
 BK3290  NAD 83(1986)-  30 11 37.10540(N)    093 19 31.08785(W) AD(       ) 2
 BK3290  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3290
 BK3290.Superseded values are not recommended for survey control.
 BK3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3290.See file dsdata.txt to determine how the superseded data were derived.
 BK3290
 BK3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6868640287(NAD 83)
 BK3290_MARKER: DZ = AZIMUTH MARK DISK
 BK3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3290_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3290+STABILITY: SURFACE MOTION
 BK3290
 BK3290  HISTORY     - Date     Condition        Report By
 BK3290  HISTORY     - 1987     MONUMENTED       LADTD
 BK3290  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BK3290
 BK3290                          STATION DESCRIPTION
 BK3290
 BK3290'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3290'THE STATION IS LOCATED ABOUT 7 KM (4.4 MI) SOUTHEAST OF SULPHUR,
 BK3290'2.4 KM (1.5 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3290'STATE HIGHWAY 108, IN THE GRASS MEDIAN OF HIGHWAY 108.
 BK3290'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3290'
 BK3290'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3290'STATE HIGHWAY 108 IN SULPHUR, GO SOUTH FOR 2.4 KM (1.5 MI) ON
 BK3290'HIGHWAY 108 TO THE MARK ON THE LEFT IN THE SOUTH END OF A GRASS
 BK3290'MEDIAN.
 BK3290'
 BK3290'THE STATION IS A STANDARD NGS DISK
 BK3290'STAMPED---CITGO 1987---,
 BK3290'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3290'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3290'13.4 METERS (44 FT) NORTH FROM THE SOUTH END OF A CONCRETE CURB
 BK3290'AROUND THE MEDIAN,
 BK3290'2.9 METERS (9.5 FT) EAST FROM THE WEST EDGE OF A CONCRETE CURB
 BK3290'AROUND THE MEDIAN,
 BK3290'2.9 METERS (9.5 FT) WEST FROM THE EAST EDGE OF A CONCRETE CURB
 BK3290'AROUND THE MEDIAN AND
 BK3290'0.3 METERS (1 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 BK3290
 BK3290                          STATION RECOVERY (2001)
 BK3290
 BK3290'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BK3290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3144 ***********************************************************************
 BK3144  DESIGNATION -  CITIES SERV TUTWILER REF STACK
 BK3144  PID         -  BK3144
 BK3144  STATE/COUNTY-  LA/CALCASIEU
 BK3144  USGS QUAD   -  WESTLAKE (1996)
 BK3144
 BK3144                         *CURRENT SURVEY CONTROL
 BK3144  ___________________________________________________________________
 BK3144* NAD 83(1992)-  30 10 30.98072(N)    093 19 43.24666(W)     ADJUSTED  
 BK3144* NAVD 88     -                                                        
 BK3144  **This station is located in a subsidence area (see below).
 BK3144  ___________________________________________________________________
 BK3144  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK3144  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3144
 BK3144  HORZ ORDER  -  THIRD
 BK3144
 BK3144.The horizontal coordinates were established by classical geodetic methods
 BK3144.and adjusted by the National Geodetic Survey in January 1993..
 BK3144
 BK3144 ** The orthometric height has not been validated since last determined
 BK3144 ** by differential leveling and should not be used for control purposes.
 BK3144 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3144 ** area with valid NAVD 88 orthometric heights.
 BK3144 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3144 ** epoch indicated which incorporates improved geoid heights for the
 BK3144 ** Southern Louisiana Subsidence area.
 BK3144 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3144
 BK3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3144
 BK3144.The geoid height was determined by GEOID03.
 BK3144
 BK3144;                    North         East     Units Scale Factor Converg.
 BK3144;SPC LA S     -   187,367.741   807,838.772   MT  0.99993036   -0 59 51.7
 BK3144;SPC LA S     -   614,722.33  2,650,384.37   sFT  0.99993036   -0 59 51.7
 BK3144;UTM  15      - 3,338,252.839   468,355.379   MT  0.99961235   -0 09 54.8
 BK3144
 BK3144                          SUPERSEDED SURVEY CONTROL
 BK3144
 BK3144  NAD 83(1986)-  30 10 31.00136(N)    093 19 43.23600(W) AD(       ) 4
 BK3144  NAD 27      -  30 10 30.26000(N)    093 19 42.68000(W) AD(       ) 3
 BK3144
 BK3144.Superseded values are not recommended for survey control.
 BK3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3144.See file dsdata.txt to determine how the superseded data were derived.
 BK3144
 BK3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6835538253(NAD 83)
 BK3144_MARKER: 63 = STACK
 BK3144
 BK3144  HISTORY     - Date     Condition        Report By
 BK3144  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3144
 BK3144                          STATION DESCRIPTION
 BK3144
 BK3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3144'THE STATION IS THE TOP AND CENTER OF A SLENDER, STEEL, SMOKE STACK
 BK3144'WHICH IS LOCATED AT THE SOUTH TANK FARM OF THE TUTWILER REFINERY.
 BK3144'THIS REFINERY IS OWNED BY CITIES SERVICE REFINERY CORPORATION.
 BK3144'
 BK3144'THE STACK IS THE HIGHEST OF ABOUT 10 WHICH ARE IN THE IMMEDIATE
 BK3144'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2856 ***********************************************************************
 AU2856  DESIGNATION -  CITIES SERVICE CO CONCRETE STK
 AU2856  PID         -  AU2856
 AU2856  STATE/COUNTY-  LA/ST CHARLES
 AU2856  USGS QUAD   -  LULING (1992)
 AU2856
 AU2856                         *CURRENT SURVEY CONTROL
 AU2856  ___________________________________________________________________
 AU2856* NAD 83(1992)-  29 56 32.07896(N)    090 19 34.90419(W)     ADJUSTED  
 AU2856* NAVD 88     -                                                        
 AU2856  **This station is located in a subsidence area (see below).
 AU2856  ___________________________________________________________________
 AU2856  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU2856  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AU2856
 AU2856  HORZ ORDER  -  THIRD
 AU2856
 AU2856.The horizontal coordinates were established by classical geodetic methods
 AU2856.and adjusted by the National Geodetic Survey in January 1993..
 AU2856
 AU2856 ** The orthometric height has not been validated since last determined
 AU2856 ** by differential leveling and should not be used for control purposes.
 AU2856 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2856 ** area with valid NAVD 88 orthometric heights.
 AU2856 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2856 ** epoch indicated which incorporates improved geoid heights for the
 AU2856 ** Southern Louisiana Subsidence area.
 AU2856 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2856
 AU2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2856
 AU2856.The geoid height was determined by GEOID03.
 AU2856
 AU2856;                    North         East     Units Scale Factor Converg.
 AU2856;SPC LA S     -   160,291.653 1,097,206.684   MT  0.99992626   +0 30 12.6
 AU2856;SPC LA S     -   525,890.20  3,599,752.26   sFT  0.99992626   +0 30 12.6
 AU2856;UTM  15      - 3,315,392.232   758,062.693   MT  1.00042174   +1 20 06.8
 AU2856
 AU2856                          SUPERSEDED SURVEY CONTROL
 AU2856
 AU2856  NAD 83(1986)-  29 56 32.09538(N)    090 19 34.90400(W) AD(       ) 4
 AU2856  NAD 27      -  29 56 31.35448(N)    090 19 34.62146(W) AD(       ) 3
 AU2856
 AU2856.Superseded values are not recommended for survey control.
 AU2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2856.See file dsdata.txt to determine how the superseded data were derived.
 AU2856
 AU2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5806315392(NAD 83)
 AU2856_MARKER: 63 = STACK
 AU2856
 AU2856  HISTORY     - Date     Condition        Report By
 AU2856  HISTORY     - 1929     FIRST OBSERVED   CGS
 AU2856  HISTORY     - 1954     GOOD             CGS
 AU2856  HISTORY     - 1955     GOOD             CGS
 AU2856  HISTORY     - 1961     GOOD             CGS
 AU2856  HISTORY     - 1988     GOOD             USPSQD
 AU2856
 AU2856                          STATION DESCRIPTION
 AU2856
 AU2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU2856'NO PREVIOUS DESCRIPTION ON THIS STATION.  THE STATION IS
 AU2856'LOCATED IN ST. ROSE, AT THE CITIES SERVICE REFINING CO. PLANT.
 AU2856'IT IS A CONCRETE STACK, GRAY IN COLOR, AND ABOUT 120 FT.
 AU2856'IN HEIGHT.
 AU2856'
 AU2856'THIS IS AN INTERSECTION STATION.
 AU2856
 AU2856                          STATION RECOVERY (1955)
 AU2856
 AU2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 AU2856'LOCATED ABOUT 5 MILES SOUTHWEST OF THE TOWN OF KENNER, AND
 AU2856'ON THE NORTH BANK OF THE MISSISSIPPI RIVER.  IT IS THE CONCRETE
 AU2856'STACK OF THE CITIES SERVICE COMPANY AND IS LOCATED ON THE
 AU2856'WEST SIDE OF THE PLANT ROAD LEADING NORTH FROM THE MAIN
 AU2856'GATE AND ABOUT 800 FEET NORTH OF THE GATE.
 AU2856
 AU2856                          STATION RECOVERY (1961)
 AU2856
 AU2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 AU2856'THIS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 AU2856'DESCRIPTION BY R.A.E. IN 1954 IS COMPLETE AND ADEQUATE.
 AU2856
 AU2856                          STATION RECOVERY (1988)
 AU2856
 AU2856'RECOVERY NOTE BY US POWER SQUADRON 1988 (HL)
 AU2856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3470 ***********************************************************************
 AA3470  DESIGNATION -  CITY OF BOSSIER CITY 005
 AA3470  PID         -  AA3470
 AA3470  STATE/COUNTY-  LA/BOSSIER
 AA3470  USGS QUAD   -  BOSSIER CITY (1975)
 AA3470
 AA3470                         *CURRENT SURVEY CONTROL
 AA3470  ___________________________________________________________________
 AA3470* NAD 83(1992)-  32 33 29.01724(N)    093 40 44.69531(W)     ADJUSTED  
 AA3470* NAVD 88     -        57.61   (+/-2cm)     189.0    (feet)  VERTCON   
 AA3470  ___________________________________________________________________
 AA3470  X           -    -345,290.197 (meters)                     COMP
 AA3470  Y           -  -5,369,946.293 (meters)                     COMP
 AA3470  Z           -   3,412,768.661 (meters)                     COMP
 AA3470  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA3470  ELLIP HEIGHT-          31.46  (meters)          (02/20/02) GPS OBS
 AA3470  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AA3470
 AA3470  HORZ ORDER  -  FIRST
 AA3470  VERT ORDER  -  THIRD ? (See Below)
 AA3470  ELLP ORDER  -  FOURTH    CLASS I
 AA3470
 AA3470.The horizontal coordinates were established by GPS observations
 AA3470.and adjusted by the National Geodetic Survey in March 1995..
 AA3470
 AA3470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3470.The vertical order pertains to the NGVD 29 superseded value.
 AA3470
 AA3470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3470
 AA3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3470
 AA3470.The ellipsoidal height was determined by GPS observations
 AA3470.and is referenced to NAD 83.
 AA3470
 AA3470.The geoid height was determined by GEOID03.
 AA3470
 AA3470;                    North         East     Units Scale Factor Converg.
 AA3470;SPC LA N     -   228,795.266   889,269.667   MT  0.99997704   -0 37 24.2
 AA3470;SPC LA N     -   750,639.14  2,917,545.57   sFT  0.99997704   -0 37 24.2
 AA3470;UTM  15      - 3,602,498.525   436,247.984   MT  0.99965012   -0 21 55.7
 AA3470
 AA3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3470!SPC LA N     -   0.99999506  x   0.99997704  =   0.99997210
 AA3470!UTM  15      -   0.99999506  x   0.99965012  =   0.99964518
 AA3470
 AA3470                          SUPERSEDED SURVEY CONTROL
 AA3470
 AA3470  ELLIP H (03/31/95)   31.57   (m)                       GP(       ) 4 1
 AA3470  NGVD 29 (03/31/95)   57.68   (m)          189.2    (f) LEVELING    3  
 AA3470
 AA3470.Superseded values are not recommended for survey control.
 AA3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3470.See file dsdata.txt to determine how the superseded data were derived.
 AA3470
 AA3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3624802499(NAD 83)
 AA3470_MARKER: DD = SURVEY DISK
 AA3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3470_STAMPING: 005
 AA3470_MARK LOGO: LA0230
 AA3470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3470+STABILITY: SURFACE MOTION
 AA3470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3470+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3470
 AA3470  HISTORY     - Date     Condition        Report By
 AA3470  HISTORY     - 1992     MONUMENTED       BCED
 AA3470  HISTORY     - 20020302 GOOD             USPSQD
 AA3470  HISTORY     - 20031108 GOOD             USPSQD
 AA3470
 AA3470                          STATION DESCRIPTION
 AA3470
 AA3470'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3470'THE MONUMENT IS LOCATED ON THE NORTH SIDE OF BOSSIER CITY, AT THE
 AA3470'INTERSECTION OF INTERSTATE HIGHWAY 220 AND SWAN LAKE ROAD. THE
 AA3470'MONUMENT IS LOCATED NEAR THE SOUTHWEST CORNER OF THE WESTBOUND
 AA3470'INTERSTATE HIGHWAY 220 MAIN LANE BRIDGE OVER SWAN LAKE ROAD. THE
 AA3470'MONUMENT IS LOCATED 19.0 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND
 AA3470'MAIN LANES AND 3.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA3470'CONCRETE BRIDGE RAIL END.
 AA3470
 AA3470                          STATION RECOVERY (2002)
 AA3470
 AA3470'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 AA3470'RECOVERED IN GOOD CONDITION.
 AA3470
 AA3470                          STATION RECOVERY (2003)
 AA3470
 AA3470'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 AA3470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3471 ***********************************************************************
 AA3471  DESIGNATION -  CITY OF BOSSIER CITY 006
 AA3471  PID         -  AA3471
 AA3471  STATE/COUNTY-  LA/BOSSIER
 AA3471  USGS QUAD   -  BOSSIER CITY (1975)
 AA3471
 AA3471                         *CURRENT SURVEY CONTROL
 AA3471  ___________________________________________________________________
 AA3471* NAD 83(1992)-  32 34 11.04060(N)    093 38 09.34874(W)     ADJUSTED  
 AA3471* NAVD 88     -        51.27   (+/-2cm)     168.2    (feet)  VERTCON   
 AA3471  ___________________________________________________________________
 AA3471  X           -    -341,201.245 (meters)                     COMP
 AA3471  Y           -  -5,369,504.121 (meters)                     COMP
 AA3471  Z           -   3,413,856.255 (meters)                     COMP
 AA3471  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AA3471  ELLIP HEIGHT-          25.11  (meters)          (02/20/02) GPS OBS
 AA3471  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AA3471
 AA3471  HORZ ORDER  -  FIRST
 AA3471  VERT ORDER  -  THIRD ? (See Below)
 AA3471  ELLP ORDER  -  FOURTH    CLASS I
 AA3471
 AA3471.The horizontal coordinates were established by GPS observations
 AA3471.and adjusted by the National Geodetic Survey in March 1995..
 AA3471
 AA3471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3471.The vertical order pertains to the NGVD 29 superseded value.
 AA3471
 AA3471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3471
 AA3471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3471
 AA3471.The ellipsoidal height was determined by GPS observations
 AA3471.and is referenced to NAD 83.
 AA3471
 AA3471.The geoid height was determined by GEOID03.
 AA3471
 AA3471;                    North         East     Units Scale Factor Converg.
 AA3471;SPC LA N     -   230,046.397   893,335.572   MT  0.99997933   -0 36 02.0
 AA3471;SPC LA N     -   754,743.89  2,930,885.12   sFT  0.99997933   -0 36 02.0
 AA3471;UTM  15      - 3,603,767.536   440,306.868   MT  0.99964394   -0 20 32.5
 AA3471
 AA3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3471!SPC LA N     -   0.99999606  x   0.99997933  =   0.99997539
 AA3471!UTM  15      -   0.99999606  x   0.99964394  =   0.99964000
 AA3471
 AA3471                          SUPERSEDED SURVEY CONTROL
 AA3471
 AA3471  ELLIP H (03/31/95)   25.22   (m)                       GP(       ) 4 1
 AA3471  NGVD 29 (03/31/95)   51.34   (m)          168.4    (f) LEVELING    3  
 AA3471
 AA3471.Superseded values are not recommended for survey control.
 AA3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3471.See file dsdata.txt to determine how the superseded data were derived.
 AA3471
 AA3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4030703768(NAD 83)
 AA3471_MARKER: DD = SURVEY DISK
 AA3471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3471_STAMPING: 006
 AA3471_MARK LOGO: LA0230
 AA3471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3471+STABILITY: SURFACE MOTION
 AA3471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3471+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2002
 AA3471
 AA3471  HISTORY     - Date     Condition        Report By
 AA3471  HISTORY     - 1992     MONUMENTED       BCED
 AA3471  HISTORY     - 20020511 GOOD             USPS
 AA3471
 AA3471                          STATION DESCRIPTION
 AA3471
 AA3471'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3471'THE MONUMENT IS LOCATED IN THE NORTHEASTERN CORNER OF THE CITY OF
 AA3471'BOSSIER CITY CORPORATE LIMITS. TO REACH THE MONUMENT FROM THE
 AA3471'INTERSECTION OF US HIGHWAYS 79 AND 80 WITH STOCKWELL ROAD, PROCEED
 AA3471'NORTHERLY ALONG STOCKWELL ROAD FOR 1.55 MILES TO THE INTERSECTION OF
 AA3471'DOGWOOD TRAIL ROAD FROM THE EAST. THE MONUMENT IS LOCATED 35.2 FEET
 AA3471'EAST OF THE CENTERLINE OF STOCKWELL ROAD AND 34.8 FEET SOUTH OF THE
 AA3471'CENTERLINE OF DOGWOOD TRAIL ROAD. THE MONUMENT IS LOCATED 14.3 FEET
 AA3471'SOUTHWEST OF SWEPCO POWER POLE NUMBER 57731 AND 14.5 FEET SOUTHEAST OF
 AA3471'THE SOUTH END OF A CONCRETE CULVERT PIPE UNDER DOGWOOD TRAIL ROAD.
 AA3471
 AA3471                          STATION RECOVERY (2002)
 AA3471
 AA3471'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 AA3471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3472 ***********************************************************************
 AA3472  DESIGNATION -  CITY OF BOSSIER CITY 009
 AA3472  PID         -  AA3472
 AA3472  STATE/COUNTY-  LA/BOSSIER
 AA3472  USGS QUAD   -  SHREVEPORT EAST (1992)
 AA3472
 AA3472                         *CURRENT SURVEY CONTROL
 AA3472  ___________________________________________________________________
 AA3472* NAD 83(1992)-  32 27 16.32215(N)    093 39 27.55086(W)     ADJUSTED  
 AA3472* NAVD 88     -        49.03   (+/-2cm)     160.9    (feet)  VERTCON   
 AA3472  ___________________________________________________________________
 AA3472  X           -    -343,674.905 (meters)                     COMP
 AA3472  Y           -  -5,376,224.900 (meters)                     COMP
 AA3472  Z           -   3,403,082.019 (meters)                     COMP
 AA3472  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AA3472  ELLIP HEIGHT-          22.88  (meters)          (02/20/02) GPS OBS
 AA3472  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AA3472
 AA3472  HORZ ORDER  -  FIRST
 AA3472  VERT ORDER  -  THIRD ? (See Below)
 AA3472  ELLP ORDER  -  FOURTH    CLASS I
 AA3472
 AA3472.The horizontal coordinates were established by GPS observations
 AA3472.and adjusted by the National Geodetic Survey in March 1995..
 AA3472
 AA3472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3472.The vertical order pertains to the NGVD 29 superseded value.
 AA3472
 AA3472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3472
 AA3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3472
 AA3472.The ellipsoidal height was determined by GPS observations
 AA3472.and is referenced to NAD 83.
 AA3472
 AA3472.The geoid height was determined by GEOID03.
 AA3472
 AA3472;                    North         East     Units Scale Factor Converg.
 AA3472;SPC LA N     -   217,293.963   891,159.405   MT  0.99995851   -0 36 43.4
 AA3472;SPC LA N     -   712,905.28  2,923,745.48   sFT  0.99995851   -0 36 43.4
 AA3472;UTM  15      - 3,591,009.531   438,188.978   MT  0.99964711   -0 21 10.5
 AA3472
 AA3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3472!SPC LA N     -   0.99999641  x   0.99995851  =   0.99995492
 AA3472!UTM  15      -   0.99999641  x   0.99964711  =   0.99964352
 AA3472
 AA3472                          SUPERSEDED SURVEY CONTROL
 AA3472
 AA3472  ELLIP H (03/31/95)   22.99   (m)                       GP(       ) 4 1
 AA3472  NGVD 29 (03/31/95)   49.10   (m)          161.1    (f) LEVELING    3  
 AA3472
 AA3472.Superseded values are not recommended for survey control.
 AA3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3472.See file dsdata.txt to determine how the superseded data were derived.
 AA3472
 AA3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3818991010(NAD 83)
 AA3472_MARKER: DD = SURVEY DISK
 AA3472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3472_STAMPING: 009
 AA3472_MARK LOGO: LA0230
 AA3472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3472+STABILITY: SURFACE MOTION
 AA3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3472+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3472
 AA3472  HISTORY     - Date     Condition        Report By
 AA3472  HISTORY     - 1992     MONUMENTED       BCED
 AA3472
 AA3472                          STATION DESCRIPTION
 AA3472
 AA3472'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3472'THE MONUMENT IS LOCATED ON THE SOUTH SIDE OF BOSSIER CITY, IN THE
 AA3472'CENTER GRASS MEDIAN OF US HIGHWAY 71. TO REACH THE MONUMENT FROM THE
 AA3472'INTERSECTION OF US HIGHWAY 71 AND STATE HIGHWAY 511, SOUTH OF BOSSIER
 AA3472'CITY, GO SOUTH ALONG US HIGHWAY 71 FOR APPROXIMATELY 0.5 MILES TO AN
 AA3472'INTERSECTION WITH SUNFLOWER STREET FROM THE WEST. THE MONUMENT IS
 AA3472'LOCATED IN THE US HIGHWAY 71 GRASS CENTER MEDIAN, ON THE SOUTH SIDE OF
 AA3472'THE CROSSOVER OPENING FOR SUNFLOWER STREET. THE MONUMENT IS LOCATED
 AA3472'26.0 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND US HIGHWAY 71 LANES
 AA3472'AND 26.0 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND US HIGHWAY 71
 AA3472'LANES. THE MONUMENT IS LOCATED 138.5 FEET NORTHWEST OF A CONCRETE
 AA3472'DRAINAGE INLET SET IN THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3473 ***********************************************************************
 AA3473  DESIGNATION -  CITY OF BOSSIER CITY 007
 AA3473  PID         -  AA3473
 AA3473  STATE/COUNTY-  LA/BOSSIER
 AA3473  USGS QUAD   -  BOSSIER CITY (1975)
 AA3473
 AA3473                         *CURRENT SURVEY CONTROL
 AA3473  ___________________________________________________________________
 AA3473* NAD 83(1992)-  32 31 30.83396(N)    093 42 56.48834(W)     ADJUSTED  
 AA3473* NAVD 88     -        51.57   (+/-2cm)     169.2    (feet)  VERTCON   
 AA3473  ___________________________________________________________________
 AA3473  X           -    -348,847.841 (meters)                     COMP
 AA3473  Y           -  -5,371,673.757 (meters)                     COMP
 AA3473  Z           -   3,409,696.424 (meters)                     COMP
 AA3473  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA3473  ELLIP HEIGHT-          25.49  (meters)          (02/20/02) GPS OBS
 AA3473  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AA3473
 AA3473  HORZ ORDER  -  FIRST
 AA3473  VERT ORDER  -  THIRD ? (See Below)
 AA3473  ELLP ORDER  -  FOURTH    CLASS I
 AA3473
 AA3473.The horizontal coordinates were established by GPS observations
 AA3473.and adjusted by the National Geodetic Survey in March 1995..
 AA3473
 AA3473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3473.The vertical order pertains to the NGVD 29 superseded value.
 AA3473
 AA3473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3473
 AA3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3473
 AA3473.The ellipsoidal height was determined by GPS observations
 AA3473.and is referenced to NAD 83.
 AA3473
 AA3473.The geoid height was determined by GEOID03.
 AA3473
 AA3473;                    North         East     Units Scale Factor Converg.
 AA3473;SPC LA N     -   225,192.996   885,790.919   MT  0.99997081   -0 38 33.9
 AA3473;SPC LA N     -   738,820.69  2,906,132.37   sFT  0.99997081   -0 38 33.9
 AA3473;UTM  15      - 3,598,881.794   432,786.598   MT  0.99965571   -0 23 05.4
 AA3473
 AA3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3473!SPC LA N     -   0.99999600  x   0.99997081  =   0.99996681
 AA3473!UTM  15      -   0.99999600  x   0.99965571  =   0.99965171
 AA3473
 AA3473:                Primary Azimuth Mark                     Grid Az
 AA3473:SPC LA N     -  CITY OF BOSSIER CITY 0012                178 29 18.9
 AA3473:UTM  15      -  CITY OF BOSSIER CITY 0012                178 13 50.4
 AA3473
 AA3473|---------------------------------------------------------------------|
 AA3473| PID    Reference Object                     Distance      Geod. Az  |
 AA3473|                                                           dddmmss.s |
 AA3473| AA3474 CITY OF BOSSIER CITY 0012           APPROX. 1.8 KM 1775045.0 |
 AA3473|---------------------------------------------------------------------|
 AA3473
 AA3473                          SUPERSEDED SURVEY CONTROL
 AA3473
 AA3473  ELLIP H (03/31/95)   25.60   (m)                       GP(       ) 4 1
 AA3473  NGVD 29 (03/31/95)   51.64   (m)          169.4    (f) LEVELING    3  
 AA3473
 AA3473.Superseded values are not recommended for survey control.
 AA3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3473.See file dsdata.txt to determine how the superseded data were derived.
 AA3473
 AA3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3278798882(NAD 83)
 AA3473_MARKER: DD = SURVEY DISK
 AA3473_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3473_SP_SET: SET IN CONCRETE SIDEWALK
 AA3473_STAMPING: 007
 AA3473_MARK LOGO: LA0230
 AA3473_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3473+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3473
 AA3473  HISTORY     - Date     Condition        Report By
 AA3473  HISTORY     - 1992     MONUMENTED       BCED
 AA3473
 AA3473                          STATION DESCRIPTION
 AA3473
 AA3473'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3473'THE MONUMENT IS LOCATED IN THE CENTRAL PART OF BOSSIER CITY, AT THE
 AA3473'BOSSIER CITY CIVIC CENTER COMPLEX. THE MONUMENT IS LOCATED ON THE
 AA3473'WESTERLY SIDE OF THE CIVIC CENTER COMPLEX, BY THE SOUTHEAST CORNER OF
 AA3473'THE MARTIN BIRD SANCTUARY, WHICH IS EAST OF BENTON ROAD AND NORTH OF A
 AA3473'RESTAURANT PARKING LOT. THE MONUMENT IS SET 4.36 FEET WEST OF THE
 AA3473'SOUTHEAST CORNER OF THE CONCRETE SIDEWALK THAT SURROUNDS THE BIRD
 AA3473'SANCTUARY. THE MONUMENT IS LOCATED 0.38 FEET NORTH OF THE SOUTH EDGE
 AA3473'OF THE SIDEWALK AND 3.70 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 AA3473'FENCE COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3474 ***********************************************************************
 AA3474  DESIGNATION -  CITY OF BOSSIER CITY 0012
 AA3474  PID         -  AA3474
 AA3474  STATE/COUNTY-  LA/BOSSIER
 AA3474  USGS QUAD   -  BOSSIER CITY (1975)
 AA3474
 AA3474                         *CURRENT SURVEY CONTROL
 AA3474  ___________________________________________________________________
 AA3474* NAD 83(1992)-  32 30 33.27278(N)    093 42 53.93312(W)     ADJUSTED  
 AA3474* NAVD 88     -        52.34   (+/-2cm)     171.7    (feet)  VERTCON   
 AA3474  ___________________________________________________________________
 AA3474  X           -    -348,843.097 (meters)                     COMP
 AA3474  Y           -  -5,372,629.875 (meters)                     COMP
 AA3474  Z           -   3,408,201.663 (meters)                     COMP
 AA3474  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA3474  ELLIP HEIGHT-          26.25  (meters)          (02/20/02) GPS OBS
 AA3474  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AA3474
 AA3474  HORZ ORDER  -  FIRST
 AA3474  VERT ORDER  -  THIRD ? (See Below)
 AA3474  ELLP ORDER  -  FOURTH    CLASS I
 AA3474
 AA3474.The horizontal coordinates were established by GPS observations
 AA3474.and adjusted by the National Geodetic Survey in March 1995..
 AA3474
 AA3474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3474.The vertical order pertains to the NGVD 29 superseded value.
 AA3474
 AA3474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3474
 AA3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3474
 AA3474.The ellipsoidal height was determined by GPS observations
 AA3474.and is referenced to NAD 83.
 AA3474
 AA3474.The geoid height was determined by GEOID03.
 AA3474
 AA3474;                    North         East     Units Scale Factor Converg.
 AA3474;SPC LA N     -   223,419.275   885,837.719   MT  0.99996789   -0 38 32.5
 AA3474;SPC LA N     -   733,001.40  2,906,285.92   sFT  0.99996789   -0 38 32.5
 AA3474;UTM  15      - 3,597,108.858   432,841.367   MT  0.99965562   -0 23 03.4
 AA3474
 AA3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3474!SPC LA N     -   0.99999588  x   0.99996789  =   0.99996377
 AA3474!UTM  15      -   0.99999588  x   0.99965562  =   0.99965150
 AA3474
 AA3474:                Primary Azimuth Mark                     Grid Az
 AA3474:SPC LA N     -  CITY OF BOSSIER CITY 007                 358 29 18.9
 AA3474:UTM  15      -  CITY OF BOSSIER CITY 007                 358 13 49.8
 AA3474
 AA3474|---------------------------------------------------------------------|
 AA3474| PID    Reference Object                     Distance      Geod. Az  |
 AA3474|                                                           dddmmss.s |
 AA3474| AA3473 CITY OF BOSSIER CITY 007            APPROX. 1.8 KM 3575046.4 |
 AA3474|---------------------------------------------------------------------|
 AA3474
 AA3474                          SUPERSEDED SURVEY CONTROL
 AA3474
 AA3474  ELLIP H (03/31/95)   26.36   (m)                       GP(       ) 4 1
 AA3474  NGVD 29 (03/31/95)   52.41   (m)          171.9    (f) LEVELING    3  
 AA3474
 AA3474.Superseded values are not recommended for survey control.
 AA3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3474.See file dsdata.txt to determine how the superseded data were derived.
 AA3474
 AA3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3284197109(NAD 83)
 AA3474_MARKER: DD = SURVEY DISK
 AA3474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA3474_SP_SET: SET IN TOP SLAB OF LIFT STATION
 AA3474_STAMPING: 0012
 AA3474_MARK LOGO: LA0230
 AA3474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3474+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3474
 AA3474  HISTORY     - Date     Condition        Report By
 AA3474  HISTORY     - 1992     MONUMENTED       BCED
 AA3474
 AA3474                          STATION DESCRIPTION
 AA3474
 AA3474'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3474'THE MONUMENT IS LOCATED IN THE CENTRAL AREA OF BOSSIER CITY ON THE
 AA3474'SOUTHWEST END OF THE BLOCK CONTAINING THE CENTRAL PARK SCHOOL. THE
 AA3474'MONUMENT IS SET IN THE TOP OF THE NORTHEAST CORNER OF THE EXPOSED
 AA3474'CONCRETE DECK SLAB OF A SANITARY SEWER LIFT STATION. TO REACH THE
 AA3474'MONUMENT FROM THE INTERSECTION OF US HIGHWAY 71, ALSO KNOWN AS
 AA3474'BARKSDALE BOULEVARD, AND CENTRAL PARK DRIVE, GO SOUTHERLY ON CENTRAL
 AA3474'PARK DRIVE FOR THREE AND ONE HALF BLOCKS TO THE LIFT STATION AND
 AA3474'MONUMENT ON THE LEFT. THE LIFT STATION FACILITIES ARE ENCLOSED IN A
 AA3474'TIMBER AND CHAIN LINK FENCE AREA. THE MONUMENT CAP IS SET IN THE
 AA3474'NORTHEAST CORNER OF THE LIFT STATION ROOF DECK, 10.8 FEET NORTHEAST OF
 AA3474'THE MOST EASTERLY MANHOLE COVER IN THE ROOF, 38.7 FEET NORTHWEST OF A
 AA3474'POWER POLE AND 27.3 FEET EAST OF A SECOND POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3475 ***********************************************************************
 AA3475  DESIGNATION -  CITY OF BOSSIER CITY 008
 AA3475  PID         -  AA3475
 AA3475  STATE/COUNTY-  LA/BOSSIER
 AA3475  USGS QUAD   -  SHREVEPORT EAST (1992)
 AA3475
 AA3475                         *CURRENT SURVEY CONTROL
 AA3475  ___________________________________________________________________
 AA3475* NAD 83(1992)-  32 27 32.33392(N)    093 40 18.73290(W)     ADJUSTED  
 AA3475* NAVD 88     -        50.88   (+/-2cm)     166.9    (feet)  VERTCON   
 AA3475  ___________________________________________________________________
 AA3475  X           -    -344,992.086 (meters)                     COMP
 AA3475  Y           -  -5,375,876.859 (meters)                     COMP
 AA3475  Z           -   3,403,499.198 (meters)                     COMP
 AA3475  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA3475  ELLIP HEIGHT-          24.73  (meters)          (02/20/02) GPS OBS
 AA3475  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AA3475
 AA3475  HORZ ORDER  -  FIRST
 AA3475  VERT ORDER  -  THIRD ? (See Below)
 AA3475  ELLP ORDER  -  FOURTH    CLASS I
 AA3475
 AA3475.The horizontal coordinates were established by GPS observations
 AA3475.and adjusted by the National Geodetic Survey in March 1995..
 AA3475
 AA3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3475.The vertical order pertains to the NGVD 29 superseded value.
 AA3475
 AA3475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3475
 AA3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3475
 AA3475.The ellipsoidal height was determined by GPS observations
 AA3475.and is referenced to NAD 83.
 AA3475
 AA3475.The geoid height was determined by GEOID03.
 AA3475
 AA3475;                    North         East     Units Scale Factor Converg.
 AA3475;SPC LA N     -   217,801.509   889,828.109   MT  0.99995924   -0 37 10.4
 AA3475;SPC LA N     -   714,570.45  2,919,377.72   sFT  0.99995924   -0 37 10.4
 AA3475;UTM  15      - 3,591,510.897   436,855.816   MT  0.99964917   -0 21 38.2
 AA3475
 AA3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3475!SPC LA N     -   0.99999612  x   0.99995924  =   0.99995536
 AA3475!UTM  15      -   0.99999612  x   0.99964917  =   0.99964529
 AA3475
 AA3475                          SUPERSEDED SURVEY CONTROL
 AA3475
 AA3475  ELLIP H (03/31/95)   24.84   (m)                       GP(       ) 4 1
 AA3475  NGVD 29 (03/31/95)   50.95   (m)          167.2    (f) LEVELING    3  
 AA3475
 AA3475.Superseded values are not recommended for survey control.
 AA3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3475.See file dsdata.txt to determine how the superseded data were derived.
 AA3475
 AA3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3685691511(NAD 83)
 AA3475_MARKER: DD = SURVEY DISK
 AA3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3475_STAMPING: 008
 AA3475_MARK LOGO: LA0230
 AA3475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3475+STABILITY: SURFACE MOTION
 AA3475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3475+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3475
 AA3475  HISTORY     - Date     Condition        Report By
 AA3475  HISTORY     - 1992     MONUMENTED       BCED
 AA3475
 AA3475                          STATION DESCRIPTION
 AA3475
 AA3475'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3475'THE MONUMENT IS LOCATED IN THE SOUTHERN PART OF BOSSIER CITY, ALONG
 AA3475'STATE HIGHWAY 511, BETWEEN THE RED RIVER AND US HIGHWY 71. TO REACH
 AA3475'THE MONUMENT FROM THE INTERSECTION OF STATE HIGHWAY 511, ALSO KNOWN AS
 AA3475'JIMMIE DAVIS HIGHWAY, AND US HIGHWAY 71, PROCEED WESTERLY ON STATE
 AA3475'HIGHWAY 511 FOR APPROXIMATELY 0.6 MILE TO THE INTERSECTION OF WOODMONT
 AA3475'STREET AND THE MONUMENT ON THE RIGHT. THE MONUMENT IS LOCATED IN THE
 AA3475'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 511 AND WOODMONT
 AA3475'STREET, 26.3 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF STATE HIGHWAY
 AA3475'511 AND 31.5 FEET EAST OF THE CENTERLINE OF PAVEMENT OF WOODMONT
 AA3475'STREET. THE MONUMENT IS LOCATED 3.35 FEET NORTHEAST OF A SEWER
 AA3475'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3476 ***********************************************************************
 AA3476  DESIGNATION -  CITY OF BOSSIER CITY 001
 AA3476  PID         -  AA3476
 AA3476  STATE/COUNTY-  LA/BOSSIER
 AA3476  USGS QUAD   -  BOSSIER CITY (1975)
 AA3476
 AA3476                         *CURRENT SURVEY CONTROL
 AA3476  ___________________________________________________________________
 AA3476* NAD 83(1992)-  32 36 05.30117(N)    093 42 50.74048(W)     ADJUSTED  
 AA3476* NAVD 88     -        53.22   (+/-2cm)     174.6    (feet)  VERTCON   
 AA3476  ___________________________________________________________________
 AA3476  X           -    -348,403.454 (meters)                     COMP
 AA3476  Y           -  -5,367,143.659 (meters)                     COMP
 AA3476  Z           -   3,416,823.031 (meters)                     COMP
 AA3476  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA3476  ELLIP HEIGHT-          27.06  (meters)          (02/20/02) GPS OBS
 AA3476  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AA3476
 AA3476  HORZ ORDER  -  FIRST
 AA3476  VERT ORDER  -  THIRD ? (See Below)
 AA3476  ELLP ORDER  -  FOURTH    CLASS I
 AA3476
 AA3476.The horizontal coordinates were established by GPS observations
 AA3476.and adjusted by the National Geodetic Survey in March 1995..
 AA3476
 AA3476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3476.The vertical order pertains to the NGVD 29 superseded value.
 AA3476
 AA3476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3476
 AA3476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3476
 AA3476.The ellipsoidal height was determined by GPS observations
 AA3476.and is referenced to NAD 83.
 AA3476
 AA3476.The geoid height was determined by GEOID03.
 AA3476
 AA3476;                    North         East     Units Scale Factor Converg.
 AA3476;SPC LA N     -   233,645.464   886,035.626   MT  0.99998578   -0 38 30.8
 AA3476;SPC LA N     -   766,551.83  2,906,935.22   sFT  0.99998578   -0 38 30.8
 AA3476;UTM  15      - 3,607,332.549   432,993.245   MT  0.99965536   -0 23 05.1
 AA3476
 AA3476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3476!SPC LA N     -   0.99999575  x   0.99998578  =   0.99998153
 AA3476!UTM  15      -   0.99999575  x   0.99965536  =   0.99965111
 AA3476
 AA3476                          SUPERSEDED SURVEY CONTROL
 AA3476
 AA3476  ELLIP H (03/31/95)   27.18   (m)                       GP(       ) 4 1
 AA3476  NGVD 29 (03/31/95)   53.29   (m)          174.8    (f) LEVELING    3  
 AA3476
 AA3476.Superseded values are not recommended for survey control.
 AA3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3476.See file dsdata.txt to determine how the superseded data were derived.
 AA3476
 AA3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3299307333(NAD 83)
 AA3476_MARKER: DD = SURVEY DISK
 AA3476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3476_STAMPING: 001
 AA3476_MARK LOGO: LA0230
 AA3476_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3476+STABILITY: SURFACE MOTION
 AA3476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3476+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3476
 AA3476  HISTORY     - Date     Condition        Report By
 AA3476  HISTORY     - 1992     MONUMENTED       BCED
 AA3476
 AA3476                          STATION DESCRIPTION
 AA3476
 AA3476'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3476'THE MONUMENT IS LOCATED NORTH OF BOSSIER CITY, ABOUT 1.15 MILES EAST
 AA3476'OF THE TOWN OF VANCEVILLE, LOUISIANA, AT THE INTERSECTION OF AIRLINE
 AA3476'DRIVE AND LE OAKS ROAD. TO REACH THE MONUMENT FROM THE INTERSECTION OF
 AA3476'INTERSTATE HIGHWAY 220 AND AIRLINE DRIVE, ON THE NORTH SIDE OF BOSSIER
 AA3476'CITY, PROCEED NORTH ON AIRLINE DRIVE FOR APPROXIMATELY 3.4 MILES TO
 AA3476'THE INTERSECTION WITH LE OAKS ROAD AND THE MONUMENT ON THE RIGHT. THE
 AA3476'MONUMENT IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 AA3476'AIRLINE DRIVE AND LE OAKS ROAD, 29.3 FEET NORTHEAST OF THE POINT OF
 AA3476'CURVE ON AIRLINE DRIVE, 27.5 FEET NORTHEAST OF THE SOUTH END OF A PIPE
 AA3476'CULVERT UNDER LE OAKS ROAD, AND 4.55 FEET SOUTHEAST OF STREET SIGN
 AA3476'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3477 ***********************************************************************
 AA3477  DESIGNATION -  CITY OF BOSSIER CITY 003
 AA3477  PID         -  AA3477
 AA3477  STATE/COUNTY-  LA/BOSSIER
 AA3477  USGS QUAD   -  BOSSIER CITY (1975)
 AA3477
 AA3477                         *CURRENT SURVEY CONTROL
 AA3477  ___________________________________________________________________
 AA3477* NAD 83(1992)-  32 34 53.96951(N)    093 42 50.39455(W)     ADJUSTED  
 AA3477* NAVD 88     -        51.75   (+/-2cm)     169.8    (feet)  VERTCON   
 AA3477  ___________________________________________________________________
 AA3477  X           -    -348,471.042 (meters)                     COMP
 AA3477  Y           -  -5,368,324.134 (meters)                     COMP
 AA3477  Z           -   3,414,970.895 (meters)                     COMP
 AA3477  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA3477  ELLIP HEIGHT-          25.60  (meters)          (02/20/02) GPS OBS
 AA3477  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AA3477
 AA3477  HORZ ORDER  -  FIRST
 AA3477  VERT ORDER  -  THIRD ? (See Below)
 AA3477  ELLP ORDER  -  FOURTH    CLASS I
 AA3477
 AA3477.The horizontal coordinates were established by GPS observations
 AA3477.and adjusted by the National Geodetic Survey in March 1995..
 AA3477
 AA3477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3477.The vertical order pertains to the NGVD 29 superseded value.
 AA3477
 AA3477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3477
 AA3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3477
 AA3477.The ellipsoidal height was determined by GPS observations
 AA3477.and is referenced to NAD 83.
 AA3477
 AA3477.The geoid height was determined by GEOID03.
 AA3477
 AA3477;                    North         East     Units Scale Factor Converg.
 AA3477;SPC LA N     -   231,448.180   886,020.031   MT  0.99998172   -0 38 30.6
 AA3477;SPC LA N     -   759,342.90  2,906,884.05   sFT  0.99998172   -0 38 30.6
 AA3477;UTM  15      - 3,605,135.939   432,987.517   MT  0.99965537   -0 23 04.2
 AA3477
 AA3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3477!SPC LA N     -   0.99999598  x   0.99998172  =   0.99997770
 AA3477!UTM  15      -   0.99999598  x   0.99965537  =   0.99965135
 AA3477
 AA3477                          SUPERSEDED SURVEY CONTROL
 AA3477
 AA3477  ELLIP H (03/31/95)   25.71   (m)                       GP(       ) 4 1
 AA3477  NGVD 29 (03/31/95)   51.82   (m)          170.0    (f) LEVELING    3  
 AA3477
 AA3477.Superseded values are not recommended for survey control.
 AA3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3477.See file dsdata.txt to determine how the superseded data were derived.
 AA3477
 AA3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3298805136(NAD 83)
 AA3477_MARKER: DD = SURVEY DISK
 AA3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3477_STAMPING: 003
 AA3477_MARK LOGO: LA0230
 AA3477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3477+STABILITY: SURFACE MOTION
 AA3477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3477+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3477
 AA3477  HISTORY     - Date     Condition        Report By
 AA3477  HISTORY     - 1992     MONUMENTED       BCED
 AA3477  HISTORY     - 20020302 GOOD             USPSQD
 AA3477  HISTORY     - 20031108 GOOD             USPSQD
 AA3477
 AA3477                          STATION DESCRIPTION
 AA3477
 AA3477'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3477'THE MONUMENT IS LOCATED NORTH OF BOSSIER CITY, ON THE EAST SIDE OF
 AA3477'AIRLINE DRIVE. TO REACH THE MONUMENT FROM THE INTERSECTION OF
 AA3477'INTERSTATE HIGHWAY 220 AND AIRLINE DRIVE, ON THE NORTH SIDE OF BOSSIER
 AA3477'CITY, PROCEED NORTH ON AIRLINE DRIVE APPROXIMATELY 1.7 MILES TO THE
 AA3477'INTERSECTION OF CHANTEL ROAD FROM THE RIGHT. CONTINUE NORTH ON AIRLINE
 AA3477'DRIVE ANOTHER 0.1 MILE TO AN ARKLA GAS METERING STATION AND THE
 AA3477'MONUMENT ON THE RIGHT. THE MONUMENT IS LOCATED 2.2 FEET WEST OF THE
 AA3477'SOUTHWEST CORNER OF THE CHAIN LINK FENCE SURROUNDING THE GAS METERING
 AA3477'STATION, 10.0 FEET EAST OF A POWER POLE AND 29.5 FEET SOUTH OF THE
 AA3477'NORTH END OF A PIPE GUARD FENCE ON THE SOUTH SIDE OF THE DRIVEWAY INTO
 AA3477'THE GAS METERING STATION.
 AA3477
 AA3477                          STATION RECOVERY (2002)
 AA3477
 AA3477'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 AA3477'RECOVERED IN GOOD CONDITION.
 AA3477
 AA3477                          STATION RECOVERY (2003)
 AA3477
 AA3477'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 AA3477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3479 ***********************************************************************
 AA3479  DESIGNATION -  CITY OF BOSSIER CITY 004
 AA3479  PID         -  AA3479
 AA3479  STATE/COUNTY-  LA/BOSSIER
 AA3479  USGS QUAD   -  BOSSIER CITY (1975)
 AA3479
 AA3479                         *CURRENT SURVEY CONTROL
 AA3479  ___________________________________________________________________
 AA3479* NAD 83(1992)-  32 33 26.08691(N)    093 42 36.19195(W)     ADJUSTED  
 AA3479* NAVD 88     -        57.57   (+/-2cm)     188.9    (feet)  VERTCON   
 AA3479  ___________________________________________________________________
 AA3479  X           -    -348,196.017 (meters)                     COMP
 AA3479  Y           -  -5,369,807.287 (meters)                     COMP
 AA3479  Z           -   3,412,692.547 (meters)                     COMP
 AA3479  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA3479  ELLIP HEIGHT-          31.40  (meters)          (02/20/02) GPS OBS
 AA3479  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AA3479
 AA3479  HORZ ORDER  -  FIRST
 AA3479  VERT ORDER  -  THIRD ? (See Below)
 AA3479  ELLP ORDER  -  FOURTH    CLASS I
 AA3479
 AA3479.The horizontal coordinates were established by GPS observations
 AA3479.and adjusted by the National Geodetic Survey in March 1995..
 AA3479
 AA3479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3479.The vertical order pertains to the NGVD 29 superseded value.
 AA3479
 AA3479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3479
 AA3479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3479
 AA3479.The ellipsoidal height was determined by GPS observations
 AA3479.and is referenced to NAD 83.
 AA3479
 AA3479.The geoid height was determined by GEOID03.
 AA3479
 AA3479;                    North         East     Units Scale Factor Converg.
 AA3479;SPC LA N     -   228,737.067   886,360.193   MT  0.99997688   -0 38 23.1
 AA3479;SPC LA N     -   750,448.19  2,908,000.07   sFT  0.99997688   -0 38 23.1
 AA3479;UTM  15      - 3,602,427.261   433,339.745   MT  0.99965479   -0 22 55.6
 AA3479
 AA3479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3479!SPC LA N     -   0.99999507  x   0.99997688  =   0.99997195
 AA3479!UTM  15      -   0.99999507  x   0.99965479  =   0.99964986
 AA3479
 AA3479                          SUPERSEDED SURVEY CONTROL
 AA3479
 AA3479  ELLIP H (03/31/95)   31.51   (m)                       GP(       ) 4 1
 AA3479  NGVD 29 (03/31/95)   57.64   (m)          189.1    (f) LEVELING    3  
 AA3479
 AA3479.Superseded values are not recommended for survey control.
 AA3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3479.See file dsdata.txt to determine how the superseded data were derived.
 AA3479
 AA3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3334002427(NAD 83)
 AA3479_MARKER: DD = SURVEY DISK
 AA3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3479_STAMPING: 004
 AA3479_MARK LOGO: LA0230
 AA3479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3479+STABILITY: SURFACE MOTION
 AA3479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3479+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3479
 AA3479  HISTORY     - Date     Condition        Report By
 AA3479  HISTORY     - 1992     MONUMENTED       BCED
 AA3479  HISTORY     - 20020302 GOOD             USPSQD
 AA3479  HISTORY     - 20031108 GOOD             USPSQD
 AA3479
 AA3479                          STATION DESCRIPTION
 AA3479
 AA3479'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3479'THE MONUMENT IS LOCATED IN THE NORTHERLY PART OF BOSSIER CITY, AT THE
 AA3479'INTERSECTION OF INTERSTATE HIGHWAY 220 AND AIRLINE DRIVE. THE MONUMENT
 AA3479'IS LOCATED NEAR THE NORTHEAST CORNER OF THE INTERSTATE HIGHWAY 220
 AA3479'WESTBOUND MAIN LANE BRIDGE OVER AIRLINE DRIVE. THE MONUMENT IS LOCATED
 AA3479'8.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE  BRIDGE
 AA3479'RAIL, 3.7 FEET NORTH OF THE METAL GUARDRAIL SUPPORTED BY TIMBER GUARD
 AA3479'POSTS AND 11.0 FEET WEST OF THE SIXTH TIMBER GUARD POST EAST OF THE
 AA3479'END OF THE CONCRETE BRIDGE.
 AA3479
 AA3479                          STATION RECOVERY (2002)
 AA3479
 AA3479'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 AA3479'RECOVERED IN GOOD CONDITION.
 AA3479
 AA3479                          STATION RECOVERY (2003)
 AA3479
 AA3479'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 AA3479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3480 ***********************************************************************
 AA3480  DESIGNATION -  CITY OF BOSSIER CITY 0011
 AA3480  PID         -  AA3480
 AA3480  STATE/COUNTY-  LA/BOSSIER
 AA3480  USGS QUAD   -  SHREVEPORT EAST (1992)
 AA3480
 AA3480                         *CURRENT SURVEY CONTROL
 AA3480  ___________________________________________________________________
 AA3480* NAD 83(1992)-  32 25 16.03460(N)    093 37 54.33228(W)     ADJUSTED  
 AA3480* NAVD 88     -        47.14   (+/-2cm)     154.7    (feet)  VERTCON   
 AA3480  ___________________________________________________________________
 AA3480  X           -    -341,370.953 (meters)                     COMP
 AA3480  Y           -  -5,378,361.597 (meters)                     COMP
 AA3480  Z           -   3,399,953.794 (meters)                     COMP
 AA3480  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA3480  ELLIP HEIGHT-          21.01  (meters)          (02/20/02) GPS OBS
 AA3480  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AA3480
 AA3480  HORZ ORDER  -  FIRST
 AA3480  VERT ORDER  -  THIRD ? (See Below)
 AA3480  ELLP ORDER  -  FOURTH    CLASS I
 AA3480
 AA3480.The horizontal coordinates were established by GPS observations
 AA3480.and adjusted by the National Geodetic Survey in March 1995..
 AA3480
 AA3480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3480.The vertical order pertains to the NGVD 29 superseded value.
 AA3480
 AA3480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3480
 AA3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3480
 AA3480.The ellipsoidal height was determined by GPS observations
 AA3480.and is referenced to NAD 83.
 AA3480
 AA3480.The geoid height was determined by GEOID03.
 AA3480
 AA3480;                    North         East     Units Scale Factor Converg.
 AA3480;SPC LA N     -   213,563.272   893,555.136   MT  0.99995322   -0 35 54.1
 AA3480;SPC LA N     -   700,665.50  2,931,605.48   sFT  0.99995322   -0 35 54.1
 AA3480;UTM  15      - 3,587,290.879   440,600.826   MT  0.99964351   -0 20 19.4
 AA3480
 AA3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3480!SPC LA N     -   0.99999670  x   0.99995322  =   0.99994992
 AA3480!UTM  15      -   0.99999670  x   0.99964351  =   0.99964021
 AA3480
 AA3480:                Primary Azimuth Mark                     Grid Az
 AA3480:SPC LA N     -  CITY OF BOSSIER CITY 0010                327 14 27.4
 AA3480:UTM  15      -  CITY OF BOSSIER CITY 0010                326 58 52.7
 AA3480
 AA3480|---------------------------------------------------------------------|
 AA3480| PID    Reference Object                     Distance      Geod. Az  |
 AA3480|                                                           dddmmss.s |
 AA3480| AA3481 CITY OF BOSSIER CITY 0010           APPROX. 0.9 KM 3263833.3 |
 AA3480|---------------------------------------------------------------------|
 AA3480
 AA3480                          SUPERSEDED SURVEY CONTROL
 AA3480
 AA3480  ELLIP H (03/31/95)   21.12   (m)                       GP(       ) 4 1
 AA3480  NGVD 29 (03/31/95)   47.20   (m)          154.9    (f) LEVELING    3  
 AA3480
 AA3480.Superseded values are not recommended for survey control.
 AA3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3480.See file dsdata.txt to determine how the superseded data were derived.
 AA3480
 AA3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4060187291(NAD 83)
 AA3480_MARKER: DD = SURVEY DISK
 AA3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3480_STAMPING: 0011
 AA3480_MARK LOGO: LA0230
 AA3480_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3480+STABILITY: SURFACE MOTION
 AA3480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3480+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3480
 AA3480  HISTORY     - Date     Condition        Report By
 AA3480  HISTORY     - 1992     MONUMENTED       BCED
 AA3480
 AA3480                          STATION DESCRIPTION
 AA3480
 AA3480'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3480'THE MONUMENT IS LOCATED SOUTH OF BOSSIER CITY, ON THE WEST SIDE OF US
 AA3480'HIGHWAY 71. TO REACH THE MONUMENT FROM THE INTERSECTION OF US HIGHWAY
 AA3480'71 AND STATE HIGHWAY 612, SOUTH OF BOSSIER CITY, PROCEED SOUTHEASTERLY
 AA3480'ON US HIGHWAY 71 FOR 1.35 MILES TO THE ENTRANCE TO PECAN VALLEY MOBILE
 AA3480'HOME PARK ON THE LEFT AND THE MONUMENT ON THE RIGHT. THE MONUMENT IS
 AA3480'LOCATED ON THE PROJECTED CENTERLINE OF THE ENTRANCE ROAD INTO THE
 AA3480'MOBILE HOME PARK, 29.3 FEET WEST-NORTHWEST OF THE WEST EDGE OF
 AA3480'PAVEMENT OF US HIGHWAY 71, 3.1 FEET EAST-SOUTHEAST OF A NET WIRE
 AA3480'PASTURE FENCE AND 42.0 FEET NORTHWEST OF THE NORTHERNMOST SOUTH
 AA3480'CENTRAL BELL TELEPHONE PEDESTAL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3481 ***********************************************************************
 AA3481  DESIGNATION -  CITY OF BOSSIER CITY 0010
 AA3481  PID         -  AA3481
 AA3481  STATE/COUNTY-  LA/BOSSIER
 AA3481  USGS QUAD   -  SHREVEPORT EAST (1992)
 AA3481
 AA3481                         *CURRENT SURVEY CONTROL
 AA3481  ___________________________________________________________________
 AA3481* NAD 83(1992)-  32 25 41.43805(N)    093 38 14.05088(W)     ADJUSTED  
 AA3481* NAVD 88     -        47.15   (+/-2cm)     154.7    (feet)  VERTCON   
 AA3481  ___________________________________________________________________
 AA3481  X           -    -341,858.497 (meters)                     COMP
 AA3481  Y           -  -5,377,910.198 (meters)                     COMP
 AA3481  Z           -   3,400,614.325 (meters)                     COMP
 AA3481  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA3481  ELLIP HEIGHT-          21.01  (meters)          (02/20/02) GPS OBS
 AA3481  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AA3481
 AA3481  HORZ ORDER  -  FIRST
 AA3481  VERT ORDER  -  THIRD ? (See Below)
 AA3481  ELLP ORDER  -  FOURTH    CLASS I
 AA3481
 AA3481.The horizontal coordinates were established by GPS observations
 AA3481.and adjusted by the National Geodetic Survey in March 1995..
 AA3481
 AA3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3481.The vertical order pertains to the NGVD 29 superseded value.
 AA3481
 AA3481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3481
 AA3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3481
 AA3481.The ellipsoidal height was determined by GPS observations
 AA3481.and is referenced to NAD 83.
 AA3481
 AA3481.The geoid height was determined by GEOID03.
 AA3481
 AA3481;                    North         East     Units Scale Factor Converg.
 AA3481;SPC LA N     -   214,351.113   893,048.204   MT  0.99995431   -0 36 04.5
 AA3481;SPC LA N     -   703,250.28  2,929,942.32   sFT  0.99995431   -0 36 04.5
 AA3481;UTM  15      - 3,588,076.172   440,090.487   MT  0.99964426   -0 20 30.2
 AA3481
 AA3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3481!SPC LA N     -   0.99999670  x   0.99995431  =   0.99995101
 AA3481!UTM  15      -   0.99999670  x   0.99964426  =   0.99964096
 AA3481
 AA3481:                Primary Azimuth Mark                     Grid Az
 AA3481:SPC LA N     -  CITY OF BOSSIER CITY 0011                147 14 27.3
 AA3481:UTM  15      -  CITY OF BOSSIER CITY 0011                146 58 53.0
 AA3481
 AA3481|---------------------------------------------------------------------|
 AA3481| PID    Reference Object                     Distance      Geod. Az  |
 AA3481|                                                           dddmmss.s |
 AA3481| AA3480 CITY OF BOSSIER CITY 0011           APPROX. 0.9 KM 1463822.8 |
 AA3481|---------------------------------------------------------------------|
 AA3481
 AA3481                          SUPERSEDED SURVEY CONTROL
 AA3481
 AA3481  ELLIP H (03/31/95)   21.12   (m)                       GP(       ) 4 1
 AA3481  NGVD 29 (03/31/95)   47.21   (m)          154.9    (f) LEVELING    3  
 AA3481
 AA3481.Superseded values are not recommended for survey control.
 AA3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3481.See file dsdata.txt to determine how the superseded data were derived.
 AA3481
 AA3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4009088076(NAD 83)
 AA3481_MARKER: DD = SURVEY DISK
 AA3481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3481_STAMPING: 0010
 AA3481_MARK LOGO: LA0230
 AA3481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3481+STABILITY: SURFACE MOTION
 AA3481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3481+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3481
 AA3481  HISTORY     - Date     Condition        Report By
 AA3481  HISTORY     - 1992     MONUMENTED       BCED
 AA3481
 AA3481                          STATION DESCRIPTION
 AA3481
 AA3481'DESCRIBED BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 AA3481'THE MONUMENT IS LOCATED IN THE SOUTH PART OF BOSSIER CITY, ON THE WEST
 AA3481'SIDE OF US HIGHWAY 71. TO REACH THE MONUMENT FROM THE INTERSECTION OF
 AA3481'US HIGHWAY 71 AND STATE HIGHWAY 612, SOUTH OF BOSSIER CITY, PROCEED
 AA3481'SOUTHEASTERLY ALONG US HIGHWAY 71 FOR APPROXIMATELY 0.75 MILES TO A
 AA3481'CONCRETE CULVERT HEADWALL AND THE MONUMENT ON THE RIGHT. THE MONUMENT
 AA3481'IS APPROXIMATELY 200 FEET NORTHWEST OF THE INTERSECTION OF US HIGHWAY
 AA3481'71 AND HOPE STREET, FROM THE WEST. THE MONUMENT IS ON THE PROJECTED
 AA3481'CENTERLINE OF A POWERLINE TO THE SOUTHWEST. THE MONUMENT IS 52.0 FEET
 AA3481'NORTHWEST OF THE NORTH CORNER OF THE HEADWALL OF A CULVERT UNDER US
 AA3481'HIGHWAY 71, 27.0 FEET WEST-SOUTHWEST OF THE WEST EDGE OF PAVEMENT OF
 AA3481'US HIGHWAY 71 AND 5.0 FEET NORTHEAST OF THE CENTER OF A SOUTH CENTRAL
 AA3481'BELL TELEPHONE PEDESTAL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5046 ***********************************************************************
 BJ5046  DESIGNATION -  CITY PARK
 BJ5046  PID         -  BJ5046
 BJ5046  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5046  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5046
 BJ5046                         *CURRENT SURVEY CONTROL
 BJ5046  ___________________________________________________________________
 BJ5046* NAD 83(1992)-  30 25 38.92741(N)    091 10 13.30984(W)     ADJUSTED  
 BJ5046* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 BJ5046  ___________________________________________________________________
 BJ5046  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5046  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5046
 BJ5046  HORZ ORDER  -  FIRST
 BJ5046
 BJ5046.The horizontal coordinates were established by classical geodetic methods
 BJ5046.and adjusted by the National Geodetic Survey in January 1993..
 BJ5046
 BJ5046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5046
 BJ5046.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5046
 BJ5046.The geoid height was determined by GEOID03.
 BJ5046
 BJ5046;                    North         East     Units Scale Factor Converg.
 BJ5046;SPC LA S     -   213,663.190 1,015,655.754   MT  0.99995337   +0 04 53.4
 BJ5046;SPC LA S     -   700,993.32  3,332,197.25   sFT  0.99995337   +0 04 53.4
 BJ5046;UTM  15      - 3,367,576.323   675,717.613   MT  0.99998092   +0 55 36.7
 BJ5046
 BJ5046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5046!SPC LA S     -   1.00000184  x   0.99995337  =   0.99995521
 BJ5046!UTM  15      -   1.00000184  x   0.99998092  =   0.99998276
 BJ5046
 BJ5046|---------------------------------------------------------------------|
 BJ5046| PID    Reference Object                     Distance      Geod. Az  |
 BJ5046|                                                           dddmmss.s |
 BJ5046| CW1218 CITY PARK RM 1                       34.973 METERS 11454     |
 BJ5046| CW1217 CITY PARK AZ MK                                    3155347.7 |
 BJ5046| CW1219 CITY PARK RM 2                       32.961 METERS 31917     |
 BJ5046|---------------------------------------------------------------------|
 BJ5046
 BJ5046                          SUPERSEDED SURVEY CONTROL
 BJ5046
 BJ5046  NAD 83(1986)-  30 25 38.94564(N)    091 10 13.30779(W) AD(       ) 1
 BJ5046  NAD 27      -  30 25 38.25966(N)    091 10 12.92059(W) AD(       ) 1
 BJ5046  NGVD 29 (07/19/86)   15.5    (m)           51.     (f) VERT ANG       
 BJ5046
 BJ5046.Superseded values are not recommended for survey control.
 BJ5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5046.See file dsdata.txt to determine how the superseded data were derived.
 BJ5046
 BJ5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7571867576(NAD 83)
 BJ5046_MARKER: DS = TRIANGULATION STATION DISK
 BJ5046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5046_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5046
 BJ5046  HISTORY     - Date     Condition        Report By
 BJ5046  HISTORY     - 1970     MONUMENTED       NGS
 BJ5046
 BJ5046                          STATION DESCRIPTION
 BJ5046
 BJ5046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5046'NO MEASUREMENT BETWEEN RM 1 AND RM 2 DUE TO FENCELINE.
 BJ5046'
 BJ5046'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF THE BUSINESS DISTRICT
 BJ5046'OF BATON ROUGE, AT THE NORTHWEST EDGE OF CITY PARK LAKE ABOUT 0.15
 BJ5046'MILE FROM THE SHORE LINE AND AT THE NORTH EDGE OF THE EXTREME SOUTH
 BJ5046'SECTION OF THE CITY PARK LAKE.  THIS PART OF THE PARK HAS BEEN CUT
 BJ5046'AWAY FROM THE MAIN PARK BY INTERSTATE 10.  THE STATION IS ON
 BJ5046'PROPERTY OF THE EAST BATON ROUGE PARISH, PARK AND RECREATION
 BJ5046'DEPARTMENT, POST OFFICE BOX 458, BATON ROUGE, LOUISIANA 70802.
 BJ5046'
 BJ5046'TO REACH FROM A POINT ON WASHINGTON STREET AT THE CENTER OF THE
 BJ5046'UNDERPASS UNDER INTERSTATE 10 (AZIMUTH MARK IN THE ABUTMENT OF
 BJ5046'OVERPASS).  GO WEST ON WASHINGTON STREET FOR 0.2 MILE TO CROSS
 BJ5046'STREET, TURN LEFT AND GO SOUTH ON TEXAS STREET FOR 0.3 MILE TO CROSS
 BJ5046'STREET, TURN LEFT AND GO EAST ON POLK STREET FOR 0.3 MILE TO
 BJ5046'CAROLINA STREET.  CONTINUE EAST, UPHILL ON TRACK ROAD FOR 0.05 MILE
 BJ5046'TO THE ENTRANCE TO THE PARK, CONTINUE EASTERLY FOR ABOUT 0.05 MILE
 BJ5046'TO STATION NEAR THE FENCELINE.
 BJ5046'
 BJ5046'STATION MARKS ARE STANDARD DISKS STAMPED CITY PARK 1970.  THE SURFACE
 BJ5046'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ5046'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 215 FEET EAST OF A 30
 BJ5046'INCH ELM, 210 FEET NORTH OF A 30 INCH OAK TREE AND 24.4 FEET
 BJ5046'SOUTH-SOUTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED
 BJ5046'THAT IS SET IN THE FENCELINE.  THE UNDERGROUND MARK IS SET IN THE
 BJ5046'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BJ5046'GROUND SURFACE.
 BJ5046'
 BJ5046'REFERENCE MARK 1, A STANDARD DISK STAMPED CITY PARK NO 1 1970 SET IN
 BJ5046'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ5046'WITH THE GROUND SURFACE.  IT IS 0.9 FEET SOUTH OF CHAINLINK FENCE.
 BJ5046'
 BJ5046'REFERENCE MARK 2, A STANDARD DISK STAMPED CITY PARK NO 2 1970, SET IN
 BJ5046'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ5046'WITH THE GROUND SURFACE.  IT IS 0.9 FEET SOUTHWEST OF A CHAINLINK
 BJ5046'FENCE.
 BJ5046'
 BJ5046'AZIMUTH MARK, A STANDARD DISK STAMPED CITY PARK 1970, SET IN DRILL
 BJ5046'HOLE IN THE ABUTMENT AT THE CENTER AT THE SOUTHEAST END OF THE
 BJ5046'OVERPASS OF INTERSTATE 10.  IT IS 24 FEET WEST OF THE CENTERLINE OF
 BJ5046'THE NORTH BOUND TRAFFIC LANE, 23 FEET EAST OF THE SOUTH BOUND
 BJ5046'TRAFFIC LANE AND 0.6 FEET NORTH OF THE SOUTH END OF THE ABUTMENT.
 BJ5046'
 BJ5046'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3291 ***********************************************************************
 BK3291  CBN         -  This is a Cooperative Base Network Control Station.
 BK3291  TIDAL BM    -  This is a Tidal Bench Mark.
 BK3291  DESIGNATION -  CIVIC
 BK3291  PID         -  BK3291
 BK3291  STATE/COUNTY-  LA/CALCASIEU
 BK3291  USGS QUAD   -  LAKE CHARLES (1994)
 BK3291
 BK3291                         *CURRENT SURVEY CONTROL
 BK3291  ___________________________________________________________________
 BK3291* NAD 83(1992)-  30 13 34.27536(N)    093 13 24.37431(W)     ADJUSTED  
 BK3291* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BK3291  **This station is located in a subsidence area (see below).
 BK3291  ___________________________________________________________________
 BK3291  X           -    -310,144.843 (meters)                     COMP
 BK3291  Y           -  -5,506,928.388 (meters)                     COMP
 BK3291  Z           -   3,192,050.808 (meters)                     COMP
 BK3291  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BK3291  ELLIP HEIGHT-         -25.31  (meters)          (02/12/02) GPS OBS
 BK3291  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3291  DYNAMIC HT  -           2.1   (meters)       7.    (feet)  COMP
 BK3291  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 BK3291
 BK3291  HORZ ORDER  -  B
 BK3291  ELLP ORDER  -  FOURTH    CLASS II
 BK3291
 BK3291.The horizontal coordinates were established by GPS observations
 BK3291.and adjusted by the National Geodetic Survey in September 1992..
 BK3291
 BK3291 ** The orthometric height has not been validated since last determined
 BK3291 ** by differential leveling and should not be used for control purposes.
 BK3291 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3291 ** area with valid NAVD 88 orthometric heights.
 BK3291 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3291 ** epoch indicated which incorporates improved geoid heights for the
 BK3291 ** Southern Louisiana Subsidence area.
 BK3291 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3291.The orthometric height was scaled from a topographic map.
 BK3291
 BK3291.This Tidal Bench Mark is designated as VM 17164
 BK3291.by the Center for Operational Oceanographic Products and Services.
 BK3291
 BK3291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3291
 BK3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3291
 BK3291.The ellipsoidal height was determined by GPS observations
 BK3291.and is referenced to NAD 83.
 BK3291
 BK3291.The geoid height was determined by GEOID03.
 BK3291
 BK3291.The dynamic height is computed by dividing the NAVD 88
 BK3291.geopotential number by the normal gravity value computed on the
 BK3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK3291.degrees latitude (g = 980.6199 gals.).
 BK3291
 BK3291.The modeled gravity was interpolated from observed gravity values.
 BK3291
 BK3291;                    North         East     Units Scale Factor Converg.
 BK3291;SPC LA S     -   192,838.999   818,066.246   MT  0.99993345   -0 56 42.3
 BK3291;SPC LA S     -   632,672.62  2,683,939.01   sFT  0.99993345   -0 56 42.3
 BK3291;UTM  15      - 3,343,870.308   478,499.000   MT  0.99960570   -0 06 44.9
 BK3291
 BK3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3291!SPC LA S     -   1.00000397  x   0.99993345  =   0.99993742
 BK3291!UTM  15      -   1.00000397  x   0.99960570  =   0.99960967
 BK3291
 BK3291                          SUPERSEDED SURVEY CONTROL
 BK3291
 BK3291  ELLIP H (01/21/93)  -25.26   (m)                       GP(       ) 4 2
 BK3291  ELLIP H (09/10/92)  -25.26   (m)                       GP(       ) 4 1
 BK3291  NAD 83(1986)-  30 13 34.29752(N)    093 13 24.36499(W) AD(       ) 1
 BK3291  NGVD 29 (05/20/88)    2.2    (m)            7.     (f) GPS OBS        
 BK3291
 BK3291.Superseded values are not recommended for survey control.
 BK3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3291.See file dsdata.txt to determine how the superseded data were derived.
 BK3291
 BK3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7849943870(NAD 83)
 BK3291_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3291_SP_SET: CONCRETE POST
 BK3291_STAMPING: CIVIC 1987
 BK3291_MARK LOGO: NGS   
 BK3291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3291+STABILITY: SURFACE MOTION
 BK3291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3291+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 BK3291
 BK3291  HISTORY     - Date     Condition        Report By
 BK3291  HISTORY     - 1987     MONUMENTED       LADTD
 BK3291  HISTORY     - 1987     GOOD             LADTD
 BK3291  HISTORY     - 19901228 GOOD             VFM
 BK3291  HISTORY     - 19910911 GOOD             LADTD
 BK3291  HISTORY     - 19920323 GOOD
 BK3291  HISTORY     - 19940802 GOOD             LADTD
 BK3291  HISTORY     - 19970208 GOOD             USPSQD
 BK3291  HISTORY     - 20021102 GOOD             USPSQD
 BK3291  HISTORY     - 20040122 GOOD             USPSQD
 BK3291  HISTORY     - 20050122 GOOD             USPSQD
 BK3291  HISTORY     - 20060525 GOOD             USPSQD
 BK3291
 BK3291                          STATION DESCRIPTION
 BK3291
 BK3291'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3291'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LAKE CHARLES,
 BK3291'JUST SOUTHWEST OF THE CIVIC CENTER, ON THE APPROXIMATELY CENTERLINE
 BK3291'EXTENSION OF KIRBY STREET WHERE IT JOINS BORD DU LAC, IN THE GRASS
 BK3291'STRIP BETWEEN THE SEAWALL AND BORD DU LAC.
 BK3291'OWNERSHIP--CITY OF LAKE CHARLES, OFFICE OF CITY PLANNING, C/O
 BK3291'DIRECTOR ERNIE BROUSSARD, PO BOX 900, LAKE CHARLES, LA  70602.
 BK3291'PHONE 318-491-1210.
 BK3291'
 BK3291'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 BK3291'(BROAD STREET) AND LAKESHORE DRIVE (NEAR THE NORTHEAST CORNER OF
 BK3291'THE CIVIC CENTER), GO SOUTH FOR 0.3 KM (0.2 MI) ON LAKESHORE DRIVE
 BK3291'TO A CROSS STREET.
 BK3291'TURN RIGHT AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON KIRBY STREET TO
 BK3291'A T-ROAD.
 BK3291'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 BK3291'30 METERS (100 FT) ON THE PARKING AREA AT THE LAKE TO THE NORTH END
 BK3291'OF THE PARKING AREA AND THE STATION.
 BK3291'
 BK3291'THE STATION IS A STANDARD NGS DISK
 BK3291'STAMPED---CIVIC 1987---,
 BK3291'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3291'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3291'4.6 METERS (15 FT) SOUTHEAST FROM THE SEAWALL RAILING,
 BK3291'12.8 METERS (42 FT) NORTHWEST FROM THE ROAD CURB,
 BK3291'4.7 METERS (15.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 BK3291'SIDEWALK,
 BK3291'4.8 METERS (15.5 FT) EAST-NORTHEAST FROM A LIGHTPOLE NO. 112 AND
 BK3291'4.9 METERS (16 FT) SOUTH-SOUTHEAST FROM THE NORTHEAST ENTRANCE POST
 BK3291'TO A RAMP TO A BOAT MOORING.
 BK3291'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3291'STAMPED---CIVIC 1987---,
 BK3291'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3291
 BK3291                          STATION RECOVERY (1987)
 BK3291
 BK3291'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BK3291'RECOVERED IN GOOD CONDITION.
 BK3291
 BK3291                          STATION RECOVERY (1990)
 BK3291
 BK3291'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3291'RECOVERED AS DESCRIBED.
 BK3291
 BK3291                          STATION RECOVERY (1991)
 BK3291
 BK3291'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BK3291'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LAKE CHARLES, JUST
 BK3291'SOUTHWEST OF THE CIVIC CENTER, ON THE APPROXIMATE CENTERLINE
 BK3291'EXTENSION OF KIRBY STREET WHERE IT JOINS BORD DU LAC DRIVE, IN THE
 BK3291'GRASS STRIP BETWEEN THE SEAWALL AND BORD DU LAC.  OWNERSHIP--CITY OF
 BK3291'LAKE CHARLES, OFFICE OF CITY PLANNING, C/O DIRECTOR ERNIE BROUSSARD,
 BK3291'P.O. BOX 900, LAKE CHARLES, LA  70602.  PHONE 318-491-1210.
 BK3291'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 BK3291'(BROAD STREET) AND LAKESHORE DRIVE, NEAR THE NORTHEAST CORNER OF THE
 BK3291'CIVIC CENTER, GO SOUTH FOR 0.2 MI (0.3 KM) ON LAKESHORE DRIVE TO
 BK3291'KIRBY STREET.  TURN RIGHT AND GO SOUTHWEST FOR 0.2 MI (0.3 KM) ON
 BK3291'KIRBY STREET TO BORD DU LAC DRIVE AND THE STATION STRAIGHT AHEAD IN
 BK3291'THE GRASSY AREA.
 BK3291'THE STATION IS 66.0 FT (20.1 M) WEST FROM THE CENTER OF BORD DU LAC
 BK3291'DRIVE, 15.0 FT (4.6 M) WEST FROM THE NORTHWEST CORNER OF A SIDEWALK
 BK3291'AROUND A PARKING AREA, 15.0 FT (4.6 M) NORTH-NORTHEAST FROM METAL
 BK3291'LIGHT STANDARD NUMBER 112, 15.0 FT (4.6 M) NORTH-NORTHEAST FROM A
 BK3291'FIBERGLASS WITNESS POST, 8.5 FT (2.6 M) EAST FROM THE EAST EDGE OF
 BK3291'THE SEAWALL SIDEWALK, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL
 BK3291'WITH THE ROAD.
 BK3291
 BK3291                          STATION RECOVERY (1992)
 BK3291
 BK3291'RECOVERED 1992
 BK3291'RECOVERED IN GOOD CONDITION.
 BK3291
 BK3291                          STATION RECOVERY (1994)
 BK3291
 BK3291'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (TLH)
 BK3291'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LAKE CHARLES, JUST
 BK3291'SOUTHWEST OF THE CIVIC CENTER, ON THE APPROXIMATE CENTERLINE EXTENSION
 BK3291'OF KIRBY STREET WHERE IT JOINS BORD DU LAC DRIVE, IN THE GRASS STRIP
 BK3291'BETWEEN THE SEAWALL AND BORD DU LAC DRIVE. OWNERSHIP--CITY OF LAKE
 BK3291'CHARLES, OFFICE OF CITY PLANNING, C/O DIRECTOR ERNIE BROUSSARD, P.O.
 BK3291'BOX 900, LAKE CHARLES, LA 70602. PHONE 318-491-1210.  TO REACH THE
 BK3291'STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 (BROAD STREET) AND LAKE
 BK3291'SHORE DRIVE (STATE HIGHWAY 385) , NEAR THE NORTHEAST CORNER OF THE
 BK3291'CIVIC CENTER, GO SOUTH FOR 0.2 MI (0.3 KM) ON LAKE SHORE DRIVE TO THE
 BK3291'JUNCTION WITH KIRBY STREET, TURN RIGHT AND GO SOUTHWEST FOR 0.2 MI
 BK3291'(0.3 KM) ON KIRBY STREET TO THE JUNCTION WITH BORD DU LAC DRIVE AND
 BK3291'THE STATION STRAIGHT AHEAD IN THE GRASSY AREA.  THE STATION IS 66.0 FT
 BK3291'(20.1 M) WEST FROM THE CENTER OF BORD DU LAC DRIVE, 15.0 FT (4.6 M)
 BK3291'WEST FROM THE NORTHWEST CORNER OF A SIDEWALK AROUND A PARKING AREA,
 BK3291'15.0 FT (4.6 M) NORTH-NORTHEAST FROM A METAL LIGHT STANDARD NUMBER 112
 BK3291'AND A FIBERGLASS WITNESS POST, 8.5 FT (2.6 M) EAST FROM THE EAST EDGE
 BK3291'OF THE SEAWALL SIDEWALK, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL
 BK3291'WITH THE STREET.
 BK3291
 BK3291                          STATION RECOVERY (1997)
 BK3291
 BK3291'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3291'RECOVERED IN GOOD CONDITION.
 BK3291
 BK3291                          STATION RECOVERY (2002)
 BK3291
 BK3291'RECOVERY NOTE BY US POWER SQUADRON 2002 (KDW)
 BK3291'RECOVERED IN GOOD CONDITION.
 BK3291
 BK3291                          STATION RECOVERY (2004)
 BK3291
 BK3291'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3291'RECOVERED IN GOOD CONDITION.
 BK3291
 BK3291                          STATION RECOVERY (2005)
 BK3291
 BK3291'RECOVERY NOTE BY US POWER SQUADRON 2005 (LT)
 BK3291'RECOVERED IN GOOD CONDITION.
 BK3291
 BK3291                          STATION RECOVERY (2006)
 BK3291
 BK3291'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAW)
 BK3291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2969 ***********************************************************************
 CQ2969  DESIGNATION -  CLAIBORNE
 CQ2969  PID         -  CQ2969
 CQ2969  STATE/COUNTY-  LA/CLAIBORNE
 CQ2969  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ2969
 CQ2969                         *CURRENT SURVEY CONTROL
 CQ2969  ___________________________________________________________________
 CQ2969* NAD 83(1992)-  32 53 38.59072(N)    093 04 42.91248(W)     ADJUSTED  
 CQ2969* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 CQ2969  ___________________________________________________________________
 CQ2969  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CQ2969  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2969
 CQ2969  HORZ ORDER  -  SECOND
 CQ2969
 CQ2969.The horizontal coordinates were established by classical geodetic methods
 CQ2969.and adjusted by the National Geodetic Survey in September 1999..
 CQ2969
 CQ2969.The orthometric height was scaled from a topographic map.
 CQ2969
 CQ2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2969
 CQ2969.The geoid height was determined by GEOID03.
 CQ2969
 CQ2969;                    North         East     Units Scale Factor Converg.
 CQ2969;SPC LA N     -   265,599.431   945,861.694   MT  1.00005976   -0 18 21.2
 CQ2969;SPC LA N     -   871,387.47  3,103,214.57   sFT  1.00005976   -0 18 21.2
 CQ2969;SPC AR S     -   425,752.908   299,072.586   MT  1.00011475   -0 36 13.2
 CQ2969;SPC AR S     - 1,396,824.33    981,207.31   sFT  1.00011475   -0 36 13.2
 CQ2969;UTM  15      - 3,639,544.484   492,649.986   MT  0.99960067   -0 02 33.6
 CQ2969
 CQ2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2969!SPC LA N     -   0.99998620  x   1.00005976  =   1.00004596
 CQ2969!SPC AR S     -   0.99998620  x   1.00011475  =   1.00010095
 CQ2969!UTM  15      -   0.99998620  x   0.99960067  =   0.99958688
 CQ2969
 CQ2969|---------------------------------------------------------------------|
 CQ2969| PID    Reference Object                     Distance      Geod. Az  |
 CQ2969|                                                           dddmmss.s |
 CQ2969| CX5600 CLAIBORNE RM 1                       20.861 METERS 01222     |
 CQ2969| CX5601 CLAIBORNE RM 2                       24.464 METERS 13138     |
 CQ2969| CX5602 CLAIBORNE RM 3                       29.392 METERS 14107     |
 CQ2969| CX5599 CLAIBORNE AZ MK                                    1710800.5 |
 CQ2969|---------------------------------------------------------------------|
 CQ2969
 CQ2969                          SUPERSEDED SURVEY CONTROL
 CQ2969
 CQ2969  NAD 83(1992)-  32 53 38.59754(N)    093 04 42.90986(W) AD(       ) 2
 CQ2969  NAD 83(1986)-  32 53 38.60284(N)    093 04 42.90251(W) AD(       ) 2
 CQ2969  NAD 27      -  32 53 38.08900(N)    093 04 42.32100(W) AD(       ) 2
 CQ2969
 CQ2969.Superseded values are not recommended for survey control.
 CQ2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2969.See file dsdata.txt to determine how the superseded data were derived.
 CQ2969
 CQ2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9265039544(NAD 83)
 CQ2969_MARKER: DS = TRIANGULATION STATION DISK
 CQ2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2969
 CQ2969  HISTORY     - Date     Condition        Report By
 CQ2969  HISTORY     - 1950     MONUMENTED       CGS
 CQ2969  HISTORY     - 1957     GOOD             CGS
 CQ2969
 CQ2969                          STATION DESCRIPTION
 CQ2969
 CQ2969'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2969'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTH AND 3-1/2 MILES
 CQ2969'EAST OF HAYNESVILLE ON THE WEST SIDE OF U.S. HIGHWAY NO 79
 CQ2969'AND ON LAND OWNED BY MR. WALTER SYKES.  IT IS 77 FEET WEST
 CQ2969'OF THE CENTER OF U.S. HIGHWAY NO 79, 40 FEET EAST OF A 14
 CQ2969'INCH TREE AND 4-1/2 FEET EAST-SOUTHEAST OF WITNESS POST.  IT
 CQ2969'IS STAMPED CLAIBORNE 1950 AND PROJECTS 2 INCHES.
 CQ2969'
 CQ2969'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 45 FEET
 CQ2969'WEST OF THE CENTER OF U.S. HIGHWAY NO 79 AND 8 FEET SOUTH OF
 CQ2969'TELEPHONE POLE.  IT IS STAMPED CLAIBORNE NO 1 1950 AND PROJECTS
 CQ2969'2 INCHES.
 CQ2969'
 CQ2969'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 45 FEET WEST
 CQ2969'OF THE CENTER OF U.S. HIGHWAY NO 79 AND 22 FEET NORTH OF
 CQ2969'TELEPHONE POLE.  IT IS STAMPED CLAIBORNE NO 2 1950 AND PROJECTS
 CQ2969'2 INCHES.
 CQ2969'
 CQ2969'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 128.47 FEET.
 CQ2969'
 CQ2969'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH-SOUTHEAST OF THE
 CQ2969'STATION, 36 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO 79,
 CQ2969'30 FEET SOUTH OF THE CENTER OF DRIVEWAY TO HOUSE, 2 FEET
 CQ2969'SOUTHEAST OF POWER LINE POLE AND 2 FEET NORTHWEST OF FENCE
 CQ2969'CORNER.  IT IS STAMPED CLAIBORNE 1950 AND PROJECTS 2 INCHES.
 CQ2969'TO REACH FROM THE STATION, GO SOUTH ON U.S. HIGHWAY NO 79
 CQ2969'FOR 0.45 MILE TO THE MARK ON THE EAST SIDE AS DESCRIBED.
 CQ2969'
 CQ2969'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT MAIN INTERSECTION
 CQ2969'IN HAYNESVILLE, GO SOUTH ON U.S. HIGHWAY NO 79 FOR 6.0 MILES
 CQ2969'TO GULF SERVICE STATION ON THE WEST SIDE, CONTINUE SOUTH FOR
 CQ2969'0.1 MILE TO THE STATION ON THE WEST SIDE AS DESCRIBED.
 CQ2969'
 CQ2969'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ2969
 CQ2969                          STATION RECOVERY (1957)
 CQ2969
 CQ2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CQ2969'THE STATION WAS VISITED 3-18-57 AND ALL MARKS WERE FOUND IN
 CQ2969'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED AT THE REQUEST
 CQ2969'OF THE STATE HIGHWAY DEPARTMENT, THE DISK WAS RECLAIMED.
 CQ2969'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW
 CQ2969'DESCRIPTION FOLLOWS--
 CQ2969'
 CQ2969'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF HOMER
 CQ2969'AND 8.5 MILES SOUTH-SOUTHEAST OF HAYNESVILLE ON PROPERTY
 CQ2969'OWNED BY MR. WALTER SYKES, 0.1 MILE SOUTH OF THE TEAGUE GROCERY
 CQ2969'STORE, 77 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 79,
 CQ2969'75 FEET SOUTHWEST OF A BRACED TELEPHONE POLE, 98 FEET
 CQ2969'NORTH-NORTHWEST OF A TELEPHONE POLE AND ACROSS THE HIGHWAY
 CQ2969'FROM A SMALL FRAME BUILDING WITH IMITATION BRICK SIDING.
 CQ2969'IT IS A STANDARD DISK, STAMPED CLAIBORNE 1950, PROJECTING 6
 CQ2969'INCHES.
 CQ2969'
 CQ2969'REFERENCE MARK NO. 1 IS 68.44 FEET NORTH-NORTHEAST OF THE
 CQ2969'STATION, 40 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 79 AND
 CQ2969'7 FEET SOUTH OF A BRACED TELEPHONE POLE.  IT IS A STANDARD
 CQ2969'DISK, STAMPED CLAIBORNE NO 1 1950, PROJECTING 6 INCHES.
 CQ2969'
 CQ2969'REFERENCE MARK NO. 3 IS 96.43 FEET SOUTHEAST OF THE STATION, 43.5
 CQ2969'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 79, 3 FEET WEST
 CQ2969'OF A TELEPHONE POLE AND 26 FEET NORTH OF THE PROJECTED TANGENT
 CQ2969'OF THE NORTH SIDE OF THE BROWN IMITATION BRICK SIDED HOUSE ON
 CQ2969'THE EAST SIDE OF THE HIGHWAY.  IT IS A STANDARD DISK, STAMPED
 CQ2969'CLAIBORNE NO 3 1950, PROJECTING 6 INCHES.
 CQ2969'
 CQ2969'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 149.1
 CQ2969'FEET.
 CQ2969'
 CQ2969'THE AZIMUTH MARK IS 0.45 MILE SOUTH OF THE STATION ON THE
 CQ2969'RIGHT-OF-WAY OF U.S. HIGHWAY 79 AT THE NORTHWEST CORNER OF
 CQ2969'THE PROPERTY OF MR. L.D. TEAGUE, 36 FEET EAST OF THE CENTERLINE
 CQ2969'OF THE HIGHWAY, 2 FEET SOUTHEAST OF A POWER POLE, 28 FEET
 CQ2969'SOUTH OF THE CENTER OF THE DRIVEWAY LEADING TO THE HOUSE, 72
 CQ2969'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE SMALL
 CQ2969'WHITE HOUSE, 33 FEET SOUTHWEST OF A TELEPHONE POLE.  IT IS A
 CQ2969'STANDARD DISK, STAMPED CLAIBORNE 1950, PROJECTING 6 INCHES.
 CQ2969'
 CQ2969'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE PUBLIC
 CQ2969'SQUARE IN HOMER GO NORTH ON U.S. HIGHWAY 79 FOR 7.2 MILES TO
 CQ2969'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.45 MILE
 CQ2969'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2961 ***********************************************************************
 CQ2961  DESIGNATION -  CLAIBORNE GASOLINE CO S STACK
 CQ2961  PID         -  CQ2961
 CQ2961  STATE/COUNTY-  LA/CLAIBORNE
 CQ2961  USGS QUAD   -  LISBON (1986)
 CQ2961
 CQ2961                         *CURRENT SURVEY CONTROL
 CQ2961  ___________________________________________________________________
 CQ2961* NAD 83(1992)-  32 47 38.00100(N)    092 48 27.74397(W)     ADJUSTED  
 CQ2961* NAVD 88     -                                                        
 CQ2961  ___________________________________________________________________
 CQ2961  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 CQ2961  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2961
 CQ2961  HORZ ORDER  -  THIRD
 CQ2961
 CQ2961.The horizontal coordinates were established by classical geodetic methods
 CQ2961.and adjusted by the National Geodetic Survey in September 1999..
 CQ2961
 CQ2961
 CQ2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2961
 CQ2961.The geoid height was determined by GEOID03.
 CQ2961
 CQ2961;                    North         East     Units Scale Factor Converg.
 CQ2961;SPC LA N     -   254,386.991   971,176.280   MT  1.00003148   -0 09 45.7
 CQ2961;SPC LA N     -   834,601.32  3,186,267.51   sFT  1.00003148   -0 09 45.7
 CQ2961;UTM  15      - 3,628,454.219   518,004.907   MT  0.99960400   +0 06 14.9
 CQ2961
 CQ2961                          SUPERSEDED SURVEY CONTROL
 CQ2961
 CQ2961  NAD 83(1992)-  32 47 38.00204(N)    092 48 27.74223(W) AD(       ) 4
 CQ2961  NAD 83(1986)-  32 47 38.01404(N)    092 48 27.73469(W) AD(       ) 4
 CQ2961  NAD 27      -  32 47 37.48100(N)    092 48 27.17200(W) AD(       ) 3
 CQ2961
 CQ2961.Superseded values are not recommended for survey control.
 CQ2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2961.See file dsdata.txt to determine how the superseded data were derived.
 CQ2961
 CQ2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1800528454(NAD 83)
 CQ2961_MARKER: 63 = STACK
 CQ2961
 CQ2961  HISTORY     - Date     Condition        Report By
 CQ2961  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2961
 CQ2961                          STATION DESCRIPTION
 CQ2961
 CQ2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2961'THE STATION IS ABOUT 4 MILES EAST OF LISBON AND 0.7 MILE
 CQ2961'WEST OF THE JUNCTION OF STATE HIGHWAYS 489 AND 11.  IT IS
 CQ2961'THE SOUTHERLY OF TWO BLACK METAL STACKS THAT ARE ABOUT 75
 CQ2961'FEET IN HEIGHT.  THE POINT OBSERVED ON WAS THE CENTER OF
 CQ2961'THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2962 ***********************************************************************
 CQ2962  DESIGNATION -  CLAIBORNE GASOLINE CO N STACK
 CQ2962  PID         -  CQ2962
 CQ2962  STATE/COUNTY-  LA/CLAIBORNE
 CQ2962  USGS QUAD   -  LISBON (1986)
 CQ2962
 CQ2962                         *CURRENT SURVEY CONTROL
 CQ2962  ___________________________________________________________________
 CQ2962* NAD 83(1992)-  32 47 38.19781(N)    092 48 27.76386(W)     ADJUSTED  
 CQ2962* NAVD 88     -                                                        
 CQ2962  ___________________________________________________________________
 CQ2962  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 CQ2962  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2962
 CQ2962  HORZ ORDER  -  THIRD
 CQ2962
 CQ2962.The horizontal coordinates were established by classical geodetic methods
 CQ2962.and adjusted by the National Geodetic Survey in September 1999..
 CQ2962
 CQ2962
 CQ2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2962
 CQ2962.The geoid height was determined by GEOID03.
 CQ2962
 CQ2962;                    North         East     Units Scale Factor Converg.
 CQ2962;SPC LA N     -   254,393.055   971,175.780   MT  1.00003150   -0 09 45.7
 CQ2962;SPC LA N     -   834,621.21  3,186,265.87   sFT  1.00003150   -0 09 45.7
 CQ2962;UTM  15      - 3,628,460.278   518,004.378   MT  0.99960400   +0 06 14.9
 CQ2962
 CQ2962                          SUPERSEDED SURVEY CONTROL
 CQ2962
 CQ2962  NAD 83(1992)-  32 47 38.19885(N)    092 48 27.76212(W) AD(       ) 4
 CQ2962  NAD 83(1986)-  32 47 38.21083(N)    092 48 27.75456(W) AD(       ) 4
 CQ2962  NAD 27      -  32 47 37.67800(N)    092 48 27.19100(W) AD(       ) 3
 CQ2962
 CQ2962.Superseded values are not recommended for survey control.
 CQ2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2962.See file dsdata.txt to determine how the superseded data were derived.
 CQ2962
 CQ2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1800428460(NAD 83)
 CQ2962_MARKER: 63 = STACK
 CQ2962
 CQ2962  HISTORY     - Date     Condition        Report By
 CQ2962  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2962
 CQ2962                          STATION DESCRIPTION
 CQ2962
 CQ2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2962'THE STATION IS ABOUT 4 MILES EAST OF LISBON AND 0.7 MILE
 CQ2962'WEST OF THE JUNCTION OF STATE HIGHWAYS 489 AND 11.  IT IS
 CQ2962'THE NORTHERLY OF TWO BLACK METAL STACKS THAT ARE ABOUT
 CQ2962'75 FEET IN HEIGHT.  THE POINT OBSERVED ON WAS THE CENTER
 CQ2962'OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2968 ***********************************************************************
 CQ2968  DESIGNATION -  CLAIBORNE PARISH LOT 2 LADC
 CQ2968  PID         -  CQ2968
 CQ2968  STATE/COUNTY-  LA/CLAIBORNE
 CQ2968  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ2968
 CQ2968                         *CURRENT SURVEY CONTROL
 CQ2968  ___________________________________________________________________
 CQ2968* NAD 83(1992)-  32 52 44.76117(N)    093 00 31.84318(W)     ADJUSTED  
 CQ2968* NAVD 88     -                                                        
 CQ2968  ___________________________________________________________________
 CQ2968  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CQ2968  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2968
 CQ2968  HORZ ORDER  -  THIRD
 CQ2968
 CQ2968.The horizontal coordinates were established by classical geodetic methods
 CQ2968.and adjusted by the National Geodetic Survey in September 1999..
 CQ2968
 CQ2968
 CQ2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2968
 CQ2968.The geoid height was determined by GEOID03.
 CQ2968
 CQ2968;                    North         East     Units Scale Factor Converg.
 CQ2968;SPC LA N     -   263,908.327   952,379.559   MT  1.00005534   -0 16 08.5
 CQ2968;SPC LA N     -   865,839.24  3,124,598.60   sFT  1.00005534   -0 16 08.5
 CQ2968;SPC AR S     -   424,027.973   305,581.995   MT  1.00011992   -0 33 52.7
 CQ2968;SPC AR S     - 1,391,165.11  1,002,563.60   sFT  1.00011992   -0 33 52.7
 CQ2968;UTM  15      - 3,637,884.159   499,172.581   MT  0.99960001   -0 00 17.3
 CQ2968
 CQ2968                          SUPERSEDED SURVEY CONTROL
 CQ2968
 CQ2968  NAD 83(1992)-  32 52 44.76675(N)    093 00 31.83964(W) AD(       ) 4
 CQ2968  NAD 83(1986)-  32 52 44.77409(N)    093 00 31.83339(W) AD(       ) 4
 CQ2968  NAD 27      -  32 52 44.25059(N)    093 00 31.25598(W) AD(       ) 3
 CQ2968
 CQ2968.Superseded values are not recommended for survey control.
 CQ2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2968.See file dsdata.txt to determine how the superseded data were derived.
 CQ2968
 CQ2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9917337884(NAD 83)
 CQ2968_MARKER: 57 = LOOKOUT TOWER
 CQ2968
 CQ2968  HISTORY     - Date     Condition        Report By
 CQ2968  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2968  HISTORY     - 1965     GOOD             CGS
 CQ2968
 CQ2968                          STATION DESCRIPTION
 CQ2968
 CQ2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2968'THE STATION IS THE CENTER OF LOOKOUT TOWER NO. 2 IN CLAIBORNE
 CQ2968'PARISH.  THE TOWER IS CONSTRUCTED OF STEEL, ABOUT 110 FEET
 CQ2968'HIGH, OWNED BY THE U.S. DEPARTMENT OF AGRICULTURE AND OPERATED
 CQ2968'BY THE LOUISIANA STATE CONSERVATION SERVICE.
 CQ2968
 CQ2968                          STATION RECOVERY (1965)
 CQ2968
 CQ2968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2968'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2837 ***********************************************************************
 CQ2837  DESIGNATION -  CLARA
 CQ2837  PID         -  CQ2837
 CQ2837  STATE/COUNTY-  LA/JACKSON
 CQ2837  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ2837
 CQ2837                         *CURRENT SURVEY CONTROL
 CQ2837  ___________________________________________________________________
 CQ2837* NAD 83(1992)-  32 19 58.74141(N)    092 42 01.56743(W)     ADJUSTED  
 CQ2837* NAVD 88     -        75.0    (meters)     246.     (feet)  VERTCON   
 CQ2837  ___________________________________________________________________
 CQ2837  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 CQ2837  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2837
 CQ2837  HORZ ORDER  -  SECOND
 CQ2837
 CQ2837.The horizontal coordinates were established by classical geodetic methods
 CQ2837.and adjusted by the National Geodetic Survey in January 1993..
 CQ2837
 CQ2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2837
 CQ2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2837
 CQ2837.The geoid height was determined by GEOID03.
 CQ2837
 CQ2837;                    North         East     Units Scale Factor Converg.
 CQ2837;SPC LA N     -   203,251.600   981,130.124   MT  0.99994092   -0 06 21.5
 CQ2837;SPC LA N     -   666,834.62  3,218,924.42   sFT  0.99994092   -0 06 21.5
 CQ2837;UTM  15      - 3,577,384.817   528,192.795   MT  0.99960980   +0 09 36.8
 CQ2837
 CQ2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2837!SPC LA N     -   0.99999224  x   0.99994092  =   0.99993316
 CQ2837!UTM  15      -   0.99999224  x   0.99960980  =   0.99960204
 CQ2837
 CQ2837|---------------------------------------------------------------------|
 CQ2837| PID    Reference Object                     Distance      Geod. Az  |
 CQ2837|                                                           dddmmss.s |
 CQ2837| CY4060 CLARA RM 1                           12.475 METERS 17923     |
 CQ2837| CQ2832 PUNKIN CENTER MUN TANK              APPROX. 1.4 KM 1872457.5 |
 CQ2837| CQ2838 CLARA LADH A 1971                     8.262 METERS 22621     |
 CQ2837| CY4059 CLARA AZ MK                                        3512058.0 |
 CQ2837| CY4061 CLARA RM 2                           14.094 METERS 35921     |
 CQ2837|---------------------------------------------------------------------|
 CQ2837
 CQ2837                          SUPERSEDED SURVEY CONTROL
 CQ2837
 CQ2837  NAD 83(1986)-  32 19 58.75475(N)    092 42 01.55809(W) AD(       ) 2
 CQ2837  NAD 27      -  32 19 58.19968(N)    092 42 01.01241(W) AD(       ) 2
 CQ2837  NGVD 29 (07/19/86)   75.1    (m)          246.     (f) VERT ANG       
 CQ2837
 CQ2837.Superseded values are not recommended for survey control.
 CQ2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2837.See file dsdata.txt to determine how the superseded data were derived.
 CQ2837
 CQ2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2819377385(NAD 83)
 CQ2837_MARKER: DD = SURVEY DISK
 CQ2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2837
 CQ2837  HISTORY     - Date     Condition        Report By
 CQ2837  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2837
 CQ2837                          STATION DESCRIPTION
 CQ2837
 CQ2837'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2837'THE STATION IS LOCATED 4 MILES NORTH-NORTHEAST OF HODGE,
 CQ2837'1.5 MILES SOUTHEAST OF QUITMAN AND 15 MILES WEST-NORTHWEST
 CQ2837'OF CHATHAM, IN THE NORTHWEST 1/4 OF SECTION 32, T16N, R3W,
 CQ2837'AND ON THE PROPERTY OWNED BY MRS. CLARA THOMPSON, ADDRESS
 CQ2837'QUITMAN, LOUISIANA.
 CQ2837'
 CQ2837'TO REACH THAT STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 CQ2837'AND STATE HIGHWAY 155 IN QUITMAN, DRIVE EAST AND SOUTH ON
 CQ2837'U.S. HIGHWAY 167 FOR 1.8 MILES TO THE STATION WHICH IS SET ON
 CQ2837'THE LEFT AND EAST OF THE HIGHWAY NEAR HIGHWAY MILE POST NO. 192
 CQ2837'AND 2 PINE TREES.
 CQ2837'
 CQ2837'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CQ2837'U.S. HIGHWAY 167 FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT
 CQ2837'AND EAST OF THE HIGHWAY NEAR THE JUNCTION WITH STATE
 CQ2837'HIGHWAY 542.
 CQ2837'
 CQ2837'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2837'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2837'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2837'WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP
 CQ2837'OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 CQ2837'GROUND SURFACE.  THEY ARE STAMPED CLARA 1971.  THE MARK IS
 CQ2837'60 FEET EAST OF THE CENTER OF U.S. HIGHWAY 167, 35 FEET
 CQ2837'EAST OF MILE POST NO. 192, 4 FEET SOUTH-SOUTHWEST OF A 6
 CQ2837'INCH PINE TREE, 3 FEET SOUTHWEST OF A 4 INCH PINE TREE, AND
 CQ2837'2 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ2837'
 CQ2837'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2837'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CQ2837'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2837'THE GROUND.  IT IS STAMPED CLARA R.M. 1 1971.  IT IS 105 FEET
 CQ2837'NORTH OF A POWER POLE, 59 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 CQ2837'167, 57 FEET SOUTHEAST OF MILE POST NO. 192, AND 3 FEET WEST OF
 CQ2837'A 4 INCH PINE TREE.
 CQ2837'
 CQ2837'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2837'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CQ2837'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2837'THE GROUND.  IT IS STAMPED CLARA R.M. 2 1971.  IT IS 82 FEET
 CQ2837'SOUTHEAST OF A POWER POLE, 62 FEET EAST-NORTHEAST OF THE CENTER
 CQ2837'OF U.S. HIGHWAY 167, AND 54 FEET NORTH-NORTHEAST OF A MILE
 CQ2837'POST NO. 192.
 CQ2837'
 CQ2837'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2837'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2837'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2837'THE GROUND.  IT IS STAMPED CLARA AZ. MK. 1971.  IT IS 55 FEET
 CQ2837'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 542, 48 FEET
 CQ2837'EAST-NORTHEAST OF THE CENTER OF U.S. HIGHWAY 167, 29 FEET
 CQ2837'WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE (M.W. ANDERSON),
 CQ2837'9 FEET NORTHEAST OF A POWER POLE, AND 2 FEET EAST-NORTHEAST
 CQ2837'OF A METAL WITNESS POST AND SIGN.
 CQ2837'
 CQ2837'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2799 ***********************************************************************
 BX2799  DESIGNATION -  CLARE
 BX2799  PID         -  BX2799
 BX2799  STATE/COUNTY-  LA/NATCHITOCHES
 BX2799  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2799
 BX2799                         *CURRENT SURVEY CONTROL
 BX2799  ___________________________________________________________________
 BX2799* NAD 83(1992)-  31 49 22.37126(N)    093 03 06.75717(W)     ADJUSTED  
 BX2799* NAVD 88     -        38.7    (meters)     127.     (feet)  VERTCON   
 BX2799  ___________________________________________________________________
 BX2799  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BX2799  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2799
 BX2799  HORZ ORDER  -  SECOND
 BX2799
 BX2799.The horizontal coordinates were established by classical geodetic methods
 BX2799.and adjusted by the National Geodetic Survey in January 1993..
 BX2799
 BX2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2799
 BX2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2799
 BX2799.The geoid height was determined by GEOID03.
 BX2799
 BX2799;                    North         East     Units Scale Factor Converg.
 BX2799;SPC LA N     -   146,807.220   947,756.020   MT  0.99991610   -0 17 30.4
 BX2799;SPC LA N     -   481,650.02  3,109,429.54   sFT  0.99991610   -0 17 30.4
 BX2799;UTM  15      - 3,520,804.824   495,090.544   MT  0.99960030   -0 01 38.5
 BX2799
 BX2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2799!SPC LA N     -   0.99999801  x   0.99991610  =   0.99991411
 BX2799!UTM  15      -   0.99999801  x   0.99960030  =   0.99959831
 BX2799
 BX2799:                Primary Azimuth Mark                     Grid Az
 BX2799:SPC LA N     -  CLARE AZ MK                              016 39 16.2
 BX2799:UTM  15      -  CLARE AZ MK                              016 23 24.3
 BX2799
 BX2799|---------------------------------------------------------------------|
 BX2799| PID    Reference Object                     Distance      Geod. Az  |
 BX2799|                                                           dddmmss.s |
 BX2799| BX1846 CLARE AZ MK                                        0162145.8 |
 BX2799| CV8262 CLARE RM 1                           13.545 METERS 11857     |
 BX2799| BX2800 CLARE RM 2                            8.814 METERS 24041     |
 BX2799|---------------------------------------------------------------------|
 BX2799
 BX2799                          SUPERSEDED SURVEY CONTROL
 BX2799
 BX2799  NAD 83(1986)-  31 49 22.38619(N)    093 03 06.74890(W) AD(       ) 2
 BX2799  NAD 27      -  31 49 21.79833(N)    093 03 06.16496(W) AD(       ) 2
 BX2799  NGVD 29 (07/19/86)   38.7    (m)          127.     (f) VERT ANG       
 BX2799
 BX2799.Superseded values are not recommended for survey control.
 BX2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2799.See file dsdata.txt to determine how the superseded data were derived.
 BX2799
 BX2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9509120805(NAD 83)
 BX2799_MARKER: DD = SURVEY DISK
 BX2799_SETTING: 0 = UNSPECIFIED SETTING
 BX2799
 BX2799  HISTORY     - Date     Condition        Report By
 BX2799  HISTORY     - 1969     MONUMENTED       LADTD
 BX2799
 BX2799                          STATION DESCRIPTION
 BX2799
 BX2799'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2799'THE STATION IS LOCATED ABOUT 1 MILE WEST OF CLARENCE AND 4 MILES
 BX2799'NORTHEAST OF NATCHITOCHES ALONG STATE HIGHWAY 6 ON LEVEE NEAR
 BX2799'ROAD.
 BX2799'
 BX2799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 BX2799'STATE HIGHWAY 6 IN CLARENCE, DRIVE WEST ON STATE HIGHWAY 6 FOR
 BX2799'1.10 MILES TO STATION SET ON LEFT ON TOP OF LEVEE.
 BX2799'
 BX2799'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2799'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLARE 1969 SET IN
 BX2799'A 10 INCH CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 96.65
 BX2799'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 6, 30.45 FEET
 BX2799'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, 7.70 FEET
 BX2799'NORTH OF THE CENTER OF THE LEVEE, 77.0 FEET SOUTHWEST OF POWER
 BX2799'POLE NO. 21.  STATION IS SET IN LEVEE AT THE NEAREST POINT TO
 BX2799'HIGHWAY.
 BX2799'
 BX2799'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2799'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2799'R.M. NO. 1 CLARE 1969 SET IN A 10 INCH CONCRETE POST FLUSH WITH
 BX2799'THE SURFACE.  IT IS 61.0 FEET SOUTH-SOUTHWEST OF POWER POLE
 BX2799'NO. 21, 9.50 FEET SOUTH OF THE CENTER OF THE LEVEE, 63.20 FEET
 BX2799'SOUTHEAST OF A METAL WITNESS POST AND SIGN, 113.0 FEET
 BX2799'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 6.
 BX2799'
 BX2799'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2799'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2799'R.M. NO. 2 CLARE 1969, SET IN A 10 INCH CONCRETE POST FLUSH WITH
 BX2799'THE SURFACE.  IT IS 101.80 FEET SOUTHWEST OF POWER POLE NO. 21,
 BX2799'10.25 FEET SOUTH OF THE CENTER OF THE LEVEE, 52.25 FEET SOUTHWEST
 BX2799'OF A METAL WITNESS POST AND SIGN, 115.80 FEET SOUTH OF THE
 BX2799'CENTER OF STATE HIGHWAY 6.
 BX2799'
 BX2799'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2799'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2799'AZ.MK. CLARE 1969, SET IN A 10 INCH CONCRETE POST, PROJECTING
 BX2799'4 INCHES.  IT IS 85.50 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 BX2799'71, 30.45 FEET SOUTHWEST OF TELEGRAPH POLE NO. 8769, 1.90 FEET
 BX2799'WEST OF A METAL WITNESS POST AND SIGN, 11.40 FEET EAST OF THE
 BX2799'EAST RAIL ON THE LOUISIANA AND ARKANSAS RAILROAD, AND 117.35
 BX2799'FEET WEST OF TELEGRAPH POLE NO. 8768.
 BX2799'
 BX2799'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG
 BX2799'STATE HIGHWAY 6 FOR 1.10 MILES TO INTERSECTION WITH U.S. HIGHWAY
 BX2799'71 IN CLARENCE, THENCE DRIVE NORTH ON U.S. HIGHWAY 71 FOR 1.44
 BX2799'MILES TO MARK SET LEFT OF HIGHWAY NEAR RAILROAD.
 BX2799'
 BX2799'CUT WAS MADE TO BEACON LIGHT ON TOP AND MIDDLE OF STEEL
 BX2799'STRUCTURE (ON SOUTH SIDE OF THE RED RIVER) SUPPORTING GAS LINE
 BX2799'OWNED BY THE UNITED GAS COMPANY.  BEACON LIGHT IS APPROXIMATELY
 BX2799'1 MILE SOUTHWEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1846 ***********************************************************************
 BX1846  DESIGNATION -  CLARE AZ MK
 BX1846  PID         -  BX1846
 BX1846  STATE/COUNTY-  LA/NATCHITOCHES
 BX1846  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1846
 BX1846                         *CURRENT SURVEY CONTROL
 BX1846  ___________________________________________________________________
 BX1846* NAD 83(1986)-  31 50 04.     (N)    093 02 48.     (W)     SCALED    
 BX1846* NAVD 88     -        35.09   (+/-2cm)     115.1    (feet)  VERTCON   
 BX1846  ___________________________________________________________________
 BX1846  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1846
 BX1846  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1846
 BX1846.The horizontal coordinates were scaled from a topographic map and have
 BX1846.an estimated accuracy of +/- 6 seconds.
 BX1846
 BX1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1846.The vertical order pertains to the NGVD 29 superseded value.
 BX1846
 BX1846.The geoid height was determined by GEOID03.
 BX1846
 BX1846;                    North         East    Units  Estimated Accuracy
 BX1846;SPC LA N     -   148,090.      948,260.      MT  (+/- 180 meters Scaled)
 BX1846
 BX1846                          SUPERSEDED SURVEY CONTROL
 BX1846
 BX1846  NGVD 29 (??/??/??)   35.132  (m)          115.26   (f) ADJUSTED    1 1
 BX1846
 BX1846.Superseded values are not recommended for survey control.
 BX1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1846.See file dsdata.txt to determine how the superseded data were derived.
 BX1846
 BX1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR955220(NAD 83)
 BX1846_MARKER: DZ = AZIMUTH MARK DISK
 BX1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1846_STAMPING: CLARE AZ MK 1969
 BX1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1846+STABILITY: SURFACE MOTION
 BX1846
 BX1846  HISTORY     - Date     Condition        Report By
 BX1846  HISTORY     - 1969     MONUMENTED       LADH
 BX1846  HISTORY     - 1969     GOOD             CGS
 BX1846  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX1846  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1846
 BX1846                          STATION DESCRIPTION
 BX1846
 BX1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1846'1.45 MI NW FROM CLARENCE.
 BX1846'ABOUT 1.45 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84 FROM THE
 BX1846'JUNCTION OF U.S. HIGHWAYS 71 AND 84 AT CLARENCE, 86 1/2 FEET SOUTHWEST
 BX1846'OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET NORTHEAST OF THE
 BX1846'NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN RAILWAY, 31 FEET SOUTH OF A
 BX1846'TELEPHONE POLE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 BX1846'LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 BX1846'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 BX1846'SURFACE OF THE GROUND.
 BX1846
 BX1846                          STATION RECOVERY (1986)
 BX1846
 BX1846'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1846'MARK NOT FOUND.
 BX1846
 BX1846                          STATION RECOVERY (1995)
 BX1846
 BX1846'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2800 ***********************************************************************
 BX2800  DESIGNATION -  CLARE RM 2
 BX2800  PID         -  BX2800
 BX2800  STATE/COUNTY-  LA/NATCHITOCHES
 BX2800  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2800
 BX2800                         *CURRENT SURVEY CONTROL
 BX2800  ___________________________________________________________________
 BX2800* NAD 83(1992)-  31 49 22.23116(N)    093 03 07.04940(W)     ADJUSTED  
 BX2800* NAVD 88     -        38.4    (meters)     126.     (feet)  VERTCON   
 BX2800  ___________________________________________________________________
 BX2800  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BX2800  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2800
 BX2800  HORZ ORDER  -  SECOND
 BX2800
 BX2800.The horizontal coordinates were established by classical geodetic methods
 BX2800.and adjusted by the National Geodetic Survey in January 1993..
 BX2800
 BX2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2800
 BX2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2800
 BX2800.The geoid height was determined by GEOID03.
 BX2800
 BX2800;                    North         East     Units Scale Factor Converg.
 BX2800;SPC LA N     -   146,802.945   947,748.314   MT  0.99991610   -0 17 30.6
 BX2800;SPC LA N     -   481,636.00  3,109,404.26   sFT  0.99991610   -0 17 30.6
 BX2800;UTM  15      - 3,520,800.514   495,082.860   MT  0.99960030   -0 01 38.6
 BX2800
 BX2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2800!SPC LA N     -   0.99999806  x   0.99991610  =   0.99991416
 BX2800!UTM  15      -   0.99999806  x   0.99960030  =   0.99959836
 BX2800
 BX2800|---------------------------------------------------------------------|
 BX2800| PID    Reference Object                     Distance      Geod. Az  |
 BX2800|                                                           dddmmss.s |
 BX2800| BX2799 CLARE                                 8.814 METERS 06041     |
 BX2800| BX2797 POINT                               APPROX. 5.1 KM 2813458.2 |
 BX2800|---------------------------------------------------------------------|
 BX2800
 BX2800                          SUPERSEDED SURVEY CONTROL
 BX2800
 BX2800  NAD 83(1986)-  31 49 22.24609(N)    093 03 07.04114(W) AD(       ) 2
 BX2800  NAD 27      -  31 49 21.65823(N)    093 03 06.45718(W) AD(       ) 2
 BX2800  NGVD 29 (07/19/86)   38.4    (m)          126.     (f) VERT ANG       
 BX2800
 BX2800.Superseded values are not recommended for survey control.
 BX2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2800.See file dsdata.txt to determine how the superseded data were derived.
 BX2800
 BX2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9508320801(NAD 83)
 BX2800_MARKER: DD = SURVEY DISK
 BX2800_SETTING: 0 = UNSPECIFIED SETTING
 BX2800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2800
 BX2800  HISTORY     - Date     Condition        Report By
 BX2800  HISTORY     - 1969     MONUMENTED       LADTD
 BX2800
 BX2800                          STATION DESCRIPTION
 BX2800
 BX2800'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2800'THE STATION IS LOCATED ABOUT 1 MILE WEST OF CLARENCE AND 4 MILES
 BX2800'NORTHEAST OF NATCHITOCHES ALONG STATE HIGHWAY 6 ON LEVEE NEAR ROAD.
 BX2800'
 BX2800'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 BX2800'STATE HIGHWAY 6 IN CLARENCE, DRIVE WEST ON STATE HIGHWAY 6 FOR
 BX2800'1.10 MILES TO STATION SET ON LEFT ON TOP OF LEVEE.
 BX2800'
 BX2800'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2800'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2800'R.M. NO. 2 CLARE 1969, SET IN A 10 INCH CONCRETE POST FLUSH
 BX2800'WITH THE SURFACE.  IT IS 101.80 FEET SOUTHWEST OF POWER POLE
 BX2800'NO. 21, 10.25 FEET SOUTH OF THE CENTER OF THE LEVEE, 52.25
 BX2800'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, 115.80 FEET
 BX2800'SOUTH OF THE CENTER OF STATE HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2473 ***********************************************************************
 BJ2473  DESIGNATION -  CLARION CAP
 BJ2473  PID         -  BJ2473
 BJ2473  STATE/COUNTY-  LA/ST LANDRY
 BJ2473  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2473
 BJ2473                         *CURRENT SURVEY CONTROL
 BJ2473  ___________________________________________________________________
 BJ2473* NAD 83(1986)-  30 26 05.     (N)    091 44 01.     (W)     SCALED    
 BJ2473* NAVD 88     -         7.60   (+/-2cm)      24.9    (feet)  VERTCON   
 BJ2473  ___________________________________________________________________
 BJ2473  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ2473
 BJ2473  VERT ORDER  -  ? (See Below)
 BJ2473
 BJ2473.The horizontal coordinates were scaled from a topographic map and have
 BJ2473.an estimated accuracy of +/- 6 seconds.
 BJ2473
 BJ2473.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2473.The vertical order pertains to the NGVD 29 superseded value.
 BJ2473
 BJ2473.The geoid height was determined by GEOID03.
 BJ2473
 BJ2473;                    North         East    Units  Estimated Accuracy
 BJ2473;SPC LA S     -   214,520.      961,550.      MT  (+/- 180 meters Scaled)
 BJ2473
 BJ2473                          SUPERSEDED SURVEY CONTROL
 BJ2473
 BJ2473  NGVD 29 (??/??/??)    7.609  (m)           24.96   (f) ADJUSTED    ?  
 BJ2473
 BJ2473.Superseded values are not recommended for survey control.
 BJ2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2473.See file dsdata.txt to determine how the superseded data were derived.
 BJ2473
 BJ2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP216676(NAD 83)
 BJ2473_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2473
 BJ2473  HISTORY     - Date     Condition        Report By
 BJ2473  HISTORY     - UNK      MONUMENTED       DOD
 BJ2473  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2473
 BJ2473                          STATION DESCRIPTION
 BJ2473
 BJ2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2473'8.5 MI SE FROM KROTZ SPRINGS.
 BJ2473'8.5 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2473'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 2 MILES NORTH OF
 BJ2473'THE MOUTH OF INDIAN BAYOU, ABOUT 3/4 MILE SOUTHEAST OF A POINT WHERE
 BJ2473'THE LEVEE CROSSES BIG OFFA BAYOU, IN THE NW1/4 SEC. 23, T. 7 S., R. 7
 BJ2473'E., 715 FEET SOUTHWEST OF LEVEE STATION 2844+52.83, ON THE WEST BANK
 BJ2473'OF ATCHAFALAYA RIVER, IN A WILLOW THICKET, ABOUT 550 FEET NORTH OF A
 BJ2473'LARGE SLOUGH, 21 FEET NORTHEAST OF A 12-INCH CYPRESS TREE, 18 FEET
 BJ2473'SOUTHWEST OF A 12-INCH WILLOW TREE, AND 12 FEET SOUTHEAST OF AN 8-INCH
 BJ2473'WILLOW TREE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2473'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2731 ***********************************************************************
 BX2731  DESIGNATION -  CLARK
 BX2731  PID         -  BX2731
 BX2731  STATE/COUNTY-  LA/NATCHITOCHES
 BX2731  USGS QUAD   -  LENA (1992)
 BX2731
 BX2731                         *CURRENT SURVEY CONTROL
 BX2731  ___________________________________________________________________
 BX2731* NAD 83(1992)-  31 29 05.31793(N)    092 49 10.40200(W)     ADJUSTED  
 BX2731* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 BX2731  ___________________________________________________________________
 BX2731  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BX2731  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2731
 BX2731  HORZ ORDER  -  SECOND
 BX2731
 BX2731.The horizontal coordinates were established by classical geodetic methods
 BX2731.and adjusted by the National Geodetic Survey in January 1993..
 BX2731
 BX2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2731
 BX2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2731
 BX2731.The geoid height was determined by GEOID03.
 BX2731
 BX2731;                    North         East     Units Scale Factor Converg.
 BX2731;SPC LA N     -   109,236.202   969,638.292   MT  0.99994310   -0 10 08.2
 BX2731;SPC LA N     -   358,385.77  3,181,221.63   sFT  0.99994310   -0 10 08.2
 BX2731;UTM  15      - 3,483,347.238   517,138.514   MT  0.99960362   +0 05 39.3
 BX2731
 BX2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2731!SPC LA N     -   0.99999488  x   0.99994310  =   0.99993798
 BX2731!UTM  15      -   0.99999488  x   0.99960362  =   0.99959850
 BX2731
 BX2731:                Primary Azimuth Mark                     Grid Az
 BX2731:SPC LA N     -  CLARK AZ MK 1                            118 53 52.9
 BX2731:UTM  15      -  CLARK AZ MK 1                            118 38 05.4
 BX2731
 BX2731|---------------------------------------------------------------------|
 BX2731| PID    Reference Object                     Distance      Geod. Az  |
 BX2731|                                                           dddmmss.s |
 BX2731| CY4066 CLARK AZ MK 1                                      1184344.7 |
 BX2731| CY4068 CLARK RM 1                           23.506 METERS 12301     |
 BX2731| BX2732 CLARK RM 2                            6.160 METERS 23741     |
 BX2731| CY4067 CLARK AZ MK 2                                      2822754.5 |
 BX2731|---------------------------------------------------------------------|
 BX2731
 BX2731                          SUPERSEDED SURVEY CONTROL
 BX2731
 BX2731  NAD 83(1986)-  31 29 05.33935(N)    092 49 10.39441(W) AD(       ) 2
 BX2731  NAD 27      -  31 29 04.71898(N)    092 49 09.83850(W) AD(       ) 2
 BX2731  NGVD 29 (07/19/86)   58.7    (m)          193.     (f) VERT ANG       
 BX2731
 BX2731.Superseded values are not recommended for survey control.
 BX2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2731.See file dsdata.txt to determine how the superseded data were derived.
 BX2731
 BX2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1713983347(NAD 83)
 BX2731_MARKER: DD = SURVEY DISK
 BX2731_SETTING: 0 = UNSPECIFIED SETTING
 BX2731
 BX2731  HISTORY     - Date     Condition        Report By
 BX2731  HISTORY     - 1968     MONUMENTED       LADTD
 BX2731
 BX2731                          STATION DESCRIPTION
 BX2731
 BX2731'DESCRIBED BY LA TRANSP AND DEV 1968 (RT)
 BX2731'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2731'U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLARK 1968, IS SET IN
 BX2731'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE MARK
 BX2731'IS 45.5 FEET EAST OF A CONCRETE RIGHT OF WAY MARKER, 13 FEET NORTH
 BX2731'NORTHEAST OF A FENCE, 35.7 FEET SOUTHEAST OF A 20 INCH OAK TREE
 BX2731'AND 49.1 FEET SOUTHWEST OF A 20 INCH PINE TREE.
 BX2731'
 BX2731'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1
 BX2731'AND STATE HIGHWAY 8 LEADING WEST TO FLATWOODS, DRIVE NORTH
 BX2731'ALONG STATE HIGHWAY 1 FOR 8.14 MILES TO THE STATION SET ON THE
 BX2731'RIGHT SIDE OF THE HIGHWAY ON A HIGH HILL.
 BX2731'
 BX2731'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2731'U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLARK RM NO. 1 1968, IS
 BX2731'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 BX2731'GROUND.  THE MARK IS 1.9 FEET SOUTH OF A RIGHT OF WAY FENCE, 41.8
 BX2731'FEET SOUTH OF AN 18 INCH OAK TREE, 52.2 FEET SOUTHWEST OF A 10
 BX2731'INCH OAK TREE, 96.8 FEET WEST OF A CONCRETE RIGHT OF WAY MARKER
 BX2731'AND 148 FEET NORTH OF THE CENTER OF STATE HIGHWAY 1.
 BX2731'
 BX2731'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2731'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLARK RM NO. 2
 BX2731'1968, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES
 BX2731'ABOVE THE GROUND.  THE MARK IS 2.2 FEET SOUTH OF A FENCE, 30.7
 BX2731'FEET EAST OF A CONCRETE RIGHT OF WAY MARKER, 42.9 FEET SOUTH OF A
 BX2731'24 INCH OAK TREE, 69.1 FEET SOUTHWEST OF A 20 INCH PINE TREE AND
 BX2731'148 FEET NORTH OF THE CENTER OF STATE HIGHWAY 1.
 BX2731'
 BX2731'AZIMUTH MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2731'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLARK AZ NO. 1
 BX2731'1968, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3
 BX2731'INCHES ABOVE THE GROUND.  THE MARK IS 41.8 FEET EAST OF A 6
 BX2731'INCH OAK TREE, 73.5 FEET NORTH OF A FENCE, 86.6 FEET NORTHEAST
 BX2731'OF A CORNER POST IN A FENCE AND 108.4 FEET SOUTHWEST OF THE
 BX2731'CENTER OF STATE HIGHWAY 1.
 BX2731'
 BX2731'AZIMUTH MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2731'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLARK AZ NO. 2
 BX2731'1968, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3
 BX2731'INCHES ABOVE THE GROUND.  THE MARK IS 12.3 FEET NORTH OF A 10
 BX2731'INCH PINE TREE, 61.5 FEET WEST OF A HEADWALL ON A SIDE DRAIN,
 BX2731'56.6 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 1 AND 1.9 FEET
 BX2731'SOUTH OF A METAL WITNESS POST AND SIGN.
 BX2731'
 BX2731'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTH ALONG
 BX2731'STATE HIGHWAY 1 FOR 0.35 MILE TO THE MARK SET ON THE RIGHT SIDE
 BX2731'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2767 ***********************************************************************
 BX2767  DESIGNATION -  CLARK A 1919
 BX2767  PID         -  BX2767
 BX2767  STATE/COUNTY-  LA/NATCHITOCHES
 BX2767  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2767
 BX2767                         *CURRENT SURVEY CONTROL
 BX2767  ___________________________________________________________________
 BX2767* NAD 83(1992)-  31 32 01.35142(N)    092 56 50.94908(W)     ADJUSTED  
 BX2767* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 BX2767  ___________________________________________________________________
 BX2767  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 BX2767  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX2767
 BX2767  HORZ ORDER  -  SECOND
 BX2767
 BX2767.The horizontal coordinates were established by classical geodetic methods
 BX2767.and adjusted by the National Geodetic Survey in January 1993..
 BX2767
 BX2767.The orthometric height was scaled from a topographic map.
 BX2767
 BX2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2767
 BX2767.The geoid height was determined by GEOID03.
 BX2767
 BX2767;                    North         East     Units Scale Factor Converg.
 BX2767;SPC LA N     -   114,700.593   957,505.860   MT  0.99993706   -0 14 11.7
 BX2767;SPC LA N     -   376,313.53  3,141,417.14   sFT  0.99993706   -0 14 11.7
 BX2767;UTM  15      - 3,488,753.915   504,985.180   MT  0.99960031   +0 01 38.9
 BX2767
 BX2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2767!SPC LA N     -   0.99999908  x   0.99993706  =   0.99993614
 BX2767!UTM  15      -   0.99999908  x   0.99960031  =   0.99959939
 BX2767
 BX2767:                Primary Azimuth Mark                     Grid Az
 BX2767:SPC LA N     -  DERRY A 1919                             128 10 16.2
 BX2767:UTM  15      -  DERRY A 1919                             127 54 25.6
 BX2767
 BX2767|---------------------------------------------------------------------|
 BX2767| PID    Reference Object                     Distance      Geod. Az  |
 BX2767|                                                           dddmmss.s |
 BX2767| BX2765 DERRY A 1919                        436.898 METERS 1275604.5 |
 BX2767| BX2766 DERRY                               435.293 METERS 1320103.3 |
 BX2767|---------------------------------------------------------------------|
 BX2767
 BX2767                          SUPERSEDED SURVEY CONTROL
 BX2767
 BX2767  NAD 83(1986)-  31 32 01.37230(N)    092 56 50.94148(W) AD(       ) 2
 BX2767  NAD 27      -  31 32 00.76430(N)    092 56 50.36582(W) AD(       ) 2
 BX2767
 BX2767.Superseded values are not recommended for survey control.
 BX2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2767.See file dsdata.txt to determine how the superseded data were derived.
 BX2767
 BX2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0498588754(NAD 83)
 BX2767_MARKER: DS = TRIANGULATION STATION DISK
 BX2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2767+STABILITY: SURFACE MOTION
 BX2767
 BX2767  HISTORY     - Date     Condition        Report By
 BX2767  HISTORY     - 1919     MONUMENTED       CGS
 BX2767  HISTORY     - 1935     GOOD             CGS
 BX2767  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2767
 BX2767                          STATION DESCRIPTION
 BX2767
 BX2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2767'AT DERRY, 20.9 METERS (69 FEET) NW OF TEXAS AND PACIFIC RAILWAY
 BX2767'STATION, AND 1.6 METERS (5 FEET) S OF CENTER LINE OF MAIN TRACK.
 BX2767'
 BX2767'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BX2767'IN CONCRETE.
 BX2767
 BX2767                          STATION RECOVERY (1935)
 BX2767
 BX2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2767'STATION RECOVERED IN GOOD CONDITION, 3 FEET BELOW GROUND
 BX2767'SURFACE, UNDER TRACKS.
 BX2767
 BX2767                          STATION RECOVERY (2001)
 BX2767
 BX2767'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX2767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0352 ***********************************************************************
 CQ0352  DESIGNATION -  CLARK BOLT
 CQ0352  PID         -  CQ0352
 CQ0352  STATE/COUNTY-  LA/CALDWELL
 CQ0352  USGS QUAD   -  CLARKS (1989)
 CQ0352
 CQ0352                         *CURRENT SURVEY CONTROL
 CQ0352  ___________________________________________________________________
 CQ0352* NAD 83(1986)-  32 01 11.     (N)    092 08 32.     (W)     SCALED    
 CQ0352* NAVD 88     -        39.32   (+/-2cm)     129.0    (feet)  VERTCON   
 CQ0352  ___________________________________________________________________
 CQ0352  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0352
 CQ0352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0352
 CQ0352.The horizontal coordinates were scaled from a topographic map and have
 CQ0352.an estimated accuracy of +/- 6 seconds.
 CQ0352
 CQ0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0352.The vertical order pertains to the NGVD 29 superseded value.
 CQ0352
 CQ0352.The geoid height was determined by GEOID03.
 CQ0352
 CQ0352;                    North         East    Units  Estimated Accuracy
 CQ0352;SPC LA N     -   168,560.    1,033,800.      MT  (+/- 180 meters Scaled)
 CQ0352
 CQ0352                          SUPERSEDED SURVEY CONTROL
 CQ0352
 CQ0352  NGVD 29 (??/??/??)   39.336  (m)          129.05   (f) ADJUSTED    2 0
 CQ0352
 CQ0352.Superseded values are not recommended for survey control.
 CQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0352.See file dsdata.txt to determine how the superseded data were derived.
 CQ0352
 CQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR810429(NAD 83)
 CQ0352_MARKER: B = BOLT
 CQ0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0352
 CQ0352  HISTORY     - Date     Condition        Report By
 CQ0352  HISTORY     - UNK      MONUMENTED       DOD
 CQ0352  HISTORY     - 1950     GOOD             CGS
 CQ0352
 CQ0352                          STATION DESCRIPTION
 CQ0352
 CQ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0352'IN CLARKS.
 CQ0352'0.1 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE MISSOURI PACIFIC
 CQ0352'RAILROAD STATION AT CLARKS, THENCE 0.5 MILE SOUTHWEST ALONG OLD U.S.
 CQ0352'HIGHWAY 165, AT THE SOUTHWEST EDGE OF TOWN, 300 FEET SOUTHEAST OF THE
 CQ0352'RAILROAD, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 CQ0352'NORTHEAST OF A POWER POLE, 9 FEET NORTHWEST OF A FENCE, 0.1 MILE
 CQ0352'NORTHEAST OF THE FIRST CONCRETE BRIDGE SOUTHWEST OF THE TOWN, 2.6 FEET
 CQ0352'NORTHEAST OF A WITNESS POST, A COPPER BOLT SET IN THE TOP OF A STONE 3
 CQ0352'FEET UNDER THE GROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ0352'BEARING A U.S. ENGINEERING DEPARTMENT IRON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0351 ***********************************************************************
 CQ0351  DESIGNATION -  CLARK CAP
 CQ0351  PID         -  CQ0351
 CQ0351  STATE/COUNTY-  LA/CALDWELL
 CQ0351  USGS QUAD   -  CLARKS (1989)
 CQ0351
 CQ0351                         *CURRENT SURVEY CONTROL
 CQ0351  ___________________________________________________________________
 CQ0351* NAD 83(1986)-  32 01 11.     (N)    092 08 32.     (W)     SCALED    
 CQ0351* NAVD 88     -        40.56   (+/-2cm)     133.1    (feet)  VERTCON   
 CQ0351  ___________________________________________________________________
 CQ0351  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0351
 CQ0351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0351
 CQ0351.The horizontal coordinates were scaled from a topographic map and have
 CQ0351.an estimated accuracy of +/- 6 seconds.
 CQ0351
 CQ0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0351.The vertical order pertains to the NGVD 29 superseded value.
 CQ0351
 CQ0351.The geoid height was determined by GEOID03.
 CQ0351
 CQ0351;                    North         East    Units  Estimated Accuracy
 CQ0351;SPC LA N     -   168,560.    1,033,800.      MT  (+/- 180 meters Scaled)
 CQ0351
 CQ0351                          SUPERSEDED SURVEY CONTROL
 CQ0351
 CQ0351  NGVD 29 (??/??/??)   40.578  (m)          133.13   (f) ADJUSTED    2 0
 CQ0351
 CQ0351.Superseded values are not recommended for survey control.
 CQ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0351.See file dsdata.txt to determine how the superseded data were derived.
 CQ0351
 CQ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR810429(NAD 83)
 CQ0351_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0351_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0351
 CQ0351  HISTORY     - Date     Condition        Report By
 CQ0351  HISTORY     - UNK      MONUMENTED       DOD
 CQ0351  HISTORY     - 1950     GOOD             CGS
 CQ0351  HISTORY     - 19860110 MARK NOT FOUND   USPSQD
 CQ0351
 CQ0351                          STATION DESCRIPTION
 CQ0351
 CQ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0351'IN CLARKS.
 CQ0351'0.1 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE MISSOURI PACIFIC
 CQ0351'RAILROAD STATION AT CLARKS, THENCE 0.5 MILE SOUTHWEST ALONG OLD U.S.
 CQ0351'HIGHWAY 165, AT THE SOUTHWEST EDGE OF THE TOWN, 300 FEET SOUTHEAST OF
 CQ0351'THE RAILROAD, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12
 CQ0351'FEET NORTHEAST OF A POWER POLE, 9 FEET NORTHWEST OF A FENCE, 0.1 MILE
 CQ0351'NORTHEAST OF THE FIRST CONCRETE BRIDGE SOUTHWEST OF THE TOWN, 2.6 FEET
 CQ0351'NORTHEAST OF A WITNESS POST, AN IRON CAP BOLTED ON THE TOP OF AN IRON
 CQ0351'PIPE.
 CQ0351
 CQ0351                          STATION RECOVERY (1986)
 CQ0351
 CQ0351'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0501 ***********************************************************************
 BJ0501  DESIGNATION -  CLARK RM 1
 BJ0501  PID         -  BJ0501
 BJ0501  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0501  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0501
 BJ0501                         *CURRENT SURVEY CONTROL
 BJ0501  ___________________________________________________________________
 BJ0501* NAD 83(1986)-  30 33 39.     (N)    091 10 23.     (W)     SCALED    
 BJ0501* NAVD 88     -        19.97   (+/-2cm)      65.5    (feet)  VERTCON   
 BJ0501  ___________________________________________________________________
 BJ0501  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0501
 BJ0501  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0501
 BJ0501.The horizontal coordinates were scaled from a topographic map and have
 BJ0501.an estimated accuracy of +/- 6 seconds.
 BJ0501
 BJ0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0501.The vertical order pertains to the NGVD 29 superseded value.
 BJ0501
 BJ0501.The geoid height was determined by GEOID03.
 BJ0501
 BJ0501;                    North         East    Units  Estimated Accuracy
 BJ0501;SPC LA S     -   228,450.    1,015,380.      MT  (+/- 180 meters Scaled)
 BJ0501
 BJ0501                          SUPERSEDED SURVEY CONTROL
 BJ0501
 BJ0501  NGVD 29 (??/??/??)   19.968  (m)           65.51   (f) ADJUSTED    1 1
 BJ0501
 BJ0501.Superseded values are not recommended for survey control.
 BJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0501.See file dsdata.txt to determine how the superseded data were derived.
 BJ0501
 BJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP752823(NAD 83)
 BJ0501_MARKER: DR = REFERENCE MARK DISK
 BJ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0501_SP_SET: CONCRETE POST
 BJ0501_STAMPING: CLARK RM 1 1970
 BJ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0501+STABILITY: SURFACE MOTION
 BJ0501
 BJ0501  HISTORY     - Date     Condition        Report By
 BJ0501  HISTORY     - 1970     MONUMENTED       LADH
 BJ0501  HISTORY     - 1976     GOOD             NGS
 BJ0501
 BJ0501                          STATION DESCRIPTION
 BJ0501
 BJ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0501'1.85 MI SOUTH FROM BAKER.
 BJ0501'1.85 MILES SOUTH ALONG STATE HIGHWAY 19 (MAIN STREET) FROM THE
 BJ0501'JUNCTION OF GROOM ROAD AT BAKER, AT THE JUNCTION OF AN ASPHALT DRIVE
 BJ0501'LEADING EAST TO CLARK MEMORIAL PARK, 310.5 FT EAST OF THE CENTER
 BJ0501'LINE OF THE HIGHWAY, 95.39 FT EAST OF CLARK RM 2, 52.5 FT WEST OF
 BJ0501'POWER LINE POLE 3 WITH LIGHT, 2.3 FT SOUTH OF THE SOUTH CURB OF DRIVE,
 BJ0501'A USC+GS-LA DEPT HIGHWAY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2557 ***********************************************************************
 BX2557  DESIGNATION -  CLARKS AT T MICROWAVE TGP 67
 BX2557  PID         -  BX2557
 BX2557  STATE/COUNTY-  LA/CALDWELL
 BX2557  USGS QUAD   -  OLLA EAST (1984)
 BX2557
 BX2557                         *CURRENT SURVEY CONTROL
 BX2557  ___________________________________________________________________
 BX2557* NAD 83(1992)-  31 59 54.57312(N)    092 09 13.22193(W)     ADJUSTED  
 BX2557* NAVD 88     -                                                        
 BX2557  ___________________________________________________________________
 BX2557  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BX2557  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX2557
 BX2557  HORZ ORDER  -  THIRD
 BX2557
 BX2557.The horizontal coordinates were established by classical geodetic methods
 BX2557.and adjusted by the National Geodetic Survey in January 1993..
 BX2557
 BX2557
 BX2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2557
 BX2557.The geoid height was determined by GEOID03.
 BX2557
 BX2557;                    North         East     Units Scale Factor Converg.
 BX2557;SPC LA N     -   166,197.569 1,032,723.271   MT  0.99991573   +0 10 59.2
 BX2557;SPC LA N     -   545,266.52  3,388,192.93   sFT  0.99991573   +0 10 59.2
 BX2557;UTM  15      - 3,540,581.480   579,942.724   MT  0.99967881   +0 26 54.6
 BX2557
 BX2557                          SUPERSEDED SURVEY CONTROL
 BX2557
 BX2557  NAD 83(1986)-  31 59 54.58743(N)    092 09 13.21416(W) AD(       ) 4
 BX2557  NAD 27      -  31 59 54.00900(N)    092 09 12.71915(W) AD(       ) 3
 BX2557
 BX2557.Superseded values are not recommended for survey control.
 BX2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2557.See file dsdata.txt to determine how the superseded data were derived.
 BX2557
 BX2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR7994340581(NAD 83)
 BX2557_MARKER: 45 = MICROWAVE TOWER
 BX2557
 BX2557  HISTORY     - Date     Condition        Report By
 BX2557  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2557
 BX2557                          STATION DESCRIPTION
 BX2557
 BX2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BX2557'STATION IS THE RED LIGHT AT TOP OF THE AMERICAN TELEPHONE AND
 BX2557'TELEGRAPH COMPANY MICROWAVE TOWER WHICH IS A LARGE 4 LEGGED
 BX2557'SKELETON STEEL TOWER THAT IS PAINTED RED-WHITE ALTERNATE
 BX2557'SECTIONS AND IS 300 FEET IN HEIGHT.
 BX2557'
 BX2557'LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF CLARKS, 2 MILES
 BX2557'NORTH-NORTHEAST OF KELLY, 1/2 MILE WEST OF U.S. HIGHWAY 165
 BX2557'AND IN THE NORTHWEST 1/4 SECTION 27.  T 12 N.  R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2787 ***********************************************************************
 CQ2787  DESIGNATION -  CLARKS MUNICIPAL TANK
 CQ2787  PID         -  CQ2787
 CQ2787  STATE/COUNTY-  LA/CALDWELL
 CQ2787  USGS QUAD   -  CLARKS (1989)
 CQ2787
 CQ2787                         *CURRENT SURVEY CONTROL
 CQ2787  ___________________________________________________________________
 CQ2787* NAD 83(1992)-  32 01 51.74057(N)    092 08 28.16715(W)     ADJUSTED  
 CQ2787* NAVD 88     -                                                        
 CQ2787  ___________________________________________________________________
 CQ2787  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CQ2787  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2787
 CQ2787  HORZ ORDER  -  THIRD
 CQ2787
 CQ2787.The horizontal coordinates were established by classical geodetic methods
 CQ2787.and adjusted by the National Geodetic Survey in January 1993..
 CQ2787
 CQ2787
 CQ2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2787
 CQ2787.The geoid height was determined by GEOID03.
 CQ2787
 CQ2787;                    North         East     Units Scale Factor Converg.
 CQ2787;SPC LA N     -   169,810.081 1,033,893.837   MT  0.99991669   +0 11 23.0
 CQ2787;SPC LA N     -   557,118.57  3,392,033.36   sFT  0.99991669   +0 11 23.0
 CQ2787;UTM  15      - 3,544,198.526   581,096.259   MT  0.99968110   +0 27 19.9
 CQ2787
 CQ2787                          SUPERSEDED SURVEY CONTROL
 CQ2787
 CQ2787  NAD 83(1986)-  32 01 51.75479(N)    092 08 28.15946(W) AD(       ) 4
 CQ2787  NAD 27      -  32 01 51.17983(N)    092 08 27.66599(W) AD(       ) 3
 CQ2787
 CQ2787.Superseded values are not recommended for survey control.
 CQ2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2787.See file dsdata.txt to determine how the superseded data were derived.
 CQ2787
 CQ2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8109644199(NAD 83)
 CQ2787_MARKER: 51 = TANK
 CQ2787
 CQ2787  HISTORY     - Date     Condition        Report By
 CQ2787  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2787  HISTORY     - 1971     GOOD             NGS
 CQ2787  HISTORY     - 1990     GOOD             USPSQD
 CQ2787  HISTORY     - 1991     GOOD             USPSQD
 CQ2787
 CQ2787                          STATION DESCRIPTION
 CQ2787
 CQ2787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2787'STATION IS THE STEEL BALL AT TOP-CENTER OF THE CLARKS MUNICIPAL
 CQ2787'WATER TANK 1941 WHICH IS A CYLINDRICAL SHAPED STEEL TANK
 CQ2787'SILVER IN COLOR WITH THE WORD CLARKS PRINTED IN BLACK LETTERS
 CQ2787'ON SIDE.  TANK HAS A CONNICAL SHAPED ROOF, 150 FEET IN HEIGHT
 CQ2787'AND IS SUPPORTED BY 4-DOUBLE CHANNEL LATTICED TYPE STEEL LEGS.
 CQ2787'
 CQ2787'LOCATED IN THE NORTHWEST SECTION OF CLARKS, 0.15 MILE WEST OF
 CQ2787'STATE HIGHWAY 845, 100 FEET NORTH OF WEST FIFTH STREET AND
 CQ2787'INSIDE A SMALL FENCED AREA.
 CQ2787'
 CQ2787'A PREVIOUS DESCRIPTION FOR THIS STATION COULD NOT BE FOUND.
 CQ2787
 CQ2787                          STATION RECOVERY (1990)
 CQ2787
 CQ2787'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2787'RECOVERED IN GOOD CONDITION.
 CQ2787
 CQ2787                          STATION RECOVERY (1991)
 CQ2787
 CQ2787'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8242 ***********************************************************************
 AC8242  DESIGNATION -  CLARKS RESET
 AC8242  PID         -  AC8242
 AC8242  STATE/COUNTY-  LA/CALDWELL
 AC8242  USGS QUAD   -  COLUMBIA (1989)
 AC8242
 AC8242                         *CURRENT SURVEY CONTROL
 AC8242  ___________________________________________________________________
 AC8242* NAD 83(1992)-  32 00 36.69001(N)    092 07 04.65877(W)     ADJUSTED  
 AC8242* NAVD 88     -                                                        
 AC8242  ___________________________________________________________________
 AC8242  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AC8242  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AC8242
 AC8242  HORZ ORDER  -  FIRST
 AC8242
 AC8242.The horizontal coordinates were established by classical geodetic methods
 AC8242.and adjusted by the National Geodetic Survey in January 1993..
 AC8242
 AC8242
 AC8242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8242
 AC8242.The geoid height was determined by GEOID03.
 AC8242
 AC8242;                    North         East     Units Scale Factor Converg.
 AC8242;SPC LA N     -   167,506.072 1,036,092.988   MT  0.99991604   +0 12 07.1
 AC8242;SPC LA N     -   549,559.50  3,399,248.41   sFT  0.99991604   +0 12 07.1
 AC8242;UTM  15      - 3,541,905.274   583,305.555   MT  0.99968558   +0 28 03.3
 AC8242
 AC8242|---------------------------------------------------------------------|
 AC8242| PID    Reference Object                     Distance      Geod. Az  |
 AC8242|                                                           dddmmss.s |
 AC8242| CY4069 CLARKS RM 1                          25.109 METERS 08411     |
 AC8242| AE7118 CLARKS AZ MK                                       1394254.2 |
 AC8242| AE7119 CLARKS AZ MK RESET                                 1394300.6 |
 AC8242| CY4070 CLARKS RM 2                          28.004 METERS 15531     |
 AC8242| CY4071 CLARKS RM 3                          24.013 METERS 21148     |
 AC8242| CQ2787 CLARKS MUNICIPAL TANK               APPROX. 3.2 KM 3163209.4 |
 AC8242|---------------------------------------------------------------------|
 AC8242
 AC8242                          SUPERSEDED SURVEY CONTROL
 AC8242
 AC8242  NAD 83(1986)-  32 00 36.70421(N)    092 07 04.65120(W) AD(       ) 1
 AC8242
 AC8242.Superseded values are not recommended for survey control.
 AC8242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8242.See file dsdata.txt to determine how the superseded data were derived.
 AC8242
 AC8242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8330641905(NAD 83)
 AC8242_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8242_STAMPING: CLARKS 1941 1992
 AC8242_MARK LOGO: NGS   
 AC8242_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AC8242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8242+STABILITY: SURFACE MOTION
 AC8242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8242+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1992
 AC8242
 AC8242  HISTORY     - Date     Condition        Report By
 AC8242  HISTORY     - 1992     MONUMENTED       NGS
 AC8242  HISTORY     - 19920420 GOOD             LADTD
 AC8242
 AC8242                          STATION DESCRIPTION
 AC8242
 AC8242'DESCRIBED BY LA TRANSP AND DEV 1992 (SLC)
 AC8242'THE STATION MARK WAS RECOVERED WITH THE TOP MARK FOUND PROJECTING
 AC8242'ABOUT 2.0 FT (0.6 M) ABOVE THE GROUND SURFACE AND LEANING TO ONE SIDE.
 AC8242'THE SUB-SURFACE MARK WAS FOUND IN GOOD CONDITION ABOUT 20-INCHES BELOW
 AC8242'THE GROUND SURFACE.  AT THIS TIME THE SUB-SURFACE MARK WAS LOWERED AND
 AC8242'THE TOP MARK REPLACED.  THE REFERENCE MARKS AND AZIMUTH MARK WAS FOUND
 AC8242'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS. THE STATION IS
 AC8242'LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF GRAYSON AND 1.5 MI (2.4 KM)
 AC8242'SOUTHEAST OF CLARKS, IN THE NORTHWEST QUARTER OF SECTION 24, T 12 N, R
 AC8242'3 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AC8242'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY
 AC8242'165 AND STATE HIGHWAY 126 IN GRAYSON, GO SOUTH FOR 0.25 MI (0.40 KM)
 AC8242'ON HIGHWAY 165 TO THE JUNCTION WITH STATE HIGHWAY 850, TURN LEFT AND
 AC8242'GO EAST FOR 3.1 MI (5.0 KM) ON HIGHWAY 850 TO THE STATION MARK SET ON
 AC8242'THE LEFT, IN FRONT OF THE HOME OF MR.  JACK HARRIS, RT 1 BOX 34,
 AC8242'GRAYSON, LA.  71435, PHONE 318-649-2052. THE STATION IS 82.5 FT (25.1
 AC8242'M) WEST FROM REFERENCE MARK 1, 79.0 FT (24.1 M) NORTHEAST FROM
 AC8242'REFERENCE MARK 3, 60.0 FT (18.3 M) SOUTH-SOUTHWEST FROM THE SOUTHEAST
 AC8242'CORNER OF A BRICK HOUSE, 48.0 FT (14.6 M) WEST-SOUTHWEST FROM A
 AC8242'30-INCH RED OAK TREE, 36.5 FT (11.1 M) NORTH-NORTHEAST FROM THE CENTER
 AC8242'OF THE HIGHWAY, 19.5 FT (5.9 M) SOUTHWEST FROM A WATER METER, RECESSED
 AC8242'ABOUT 4-INCHES BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 AC8242'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2782 ***********************************************************************
 CQ2782  DESIGNATION -  CLARKS TRUNKLINE M WAVE KKE 68
 CQ2782  PID         -  CQ2782
 CQ2782  STATE/COUNTY-  LA/CALDWELL
 CQ2782  USGS QUAD   -  COLUMBIA (1989)
 CQ2782
 CQ2782                         *CURRENT SURVEY CONTROL
 CQ2782  ___________________________________________________________________
 CQ2782* NAD 83(1992)-  32 00 36.10716(N)    092 07 10.53599(W)     ADJUSTED  
 CQ2782* NAVD 88     -                                                        
 CQ2782  ___________________________________________________________________
 CQ2782  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CQ2782  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ2782
 CQ2782  HORZ ORDER  -  THIRD
 CQ2782
 CQ2782.The horizontal coordinates were established by classical geodetic methods
 CQ2782.and adjusted by the National Geodetic Survey in January 1993..
 CQ2782
 CQ2782
 CQ2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2782
 CQ2782.The geoid height was determined by GEOID03.
 CQ2782
 CQ2782;                    North         East     Units Scale Factor Converg.
 CQ2782;SPC LA N     -   167,487.578 1,035,938.816   MT  0.99991603   +0 12 04.0
 CQ2782;SPC LA N     -   549,498.83  3,398,742.60   sFT  0.99991603   +0 12 04.0
 CQ2782;UTM  15      - 3,541,886.070   583,151.506   MT  0.99968527   +0 28 00.1
 CQ2782
 CQ2782                          SUPERSEDED SURVEY CONTROL
 CQ2782
 CQ2782  NAD 83(1986)-  32 00 36.12138(N)    092 07 10.52826(W) AD(       ) 4
 CQ2782  NAD 27      -  32 00 35.54457(N)    092 07 10.03585(W) AD(       ) 3
 CQ2782
 CQ2782.Superseded values are not recommended for survey control.
 CQ2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2782.See file dsdata.txt to determine how the superseded data were derived.
 CQ2782
 CQ2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8315241886(NAD 83)
 CQ2782_MARKER: 44 = MICROWAVE MAST
 CQ2782
 CQ2782  HISTORY     - Date     Condition        Report By
 CQ2782  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2782  HISTORY     - 1990     GOOD             USPSQD
 CQ2782  HISTORY     - 1991     GOOD             USPSQD
 CQ2782
 CQ2782                          STATION DESCRIPTION
 CQ2782
 CQ2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2782'STATION IS THE RED LIGHT AT TOP OF THE TRUNKLINE GAS COMPANY
 CQ2782'MICROWAVE KKE 68 MAST WHICH IS A SLENDER, TRIANGULAR SHAPED
 CQ2782'SKELETON STEEL STRUCTURE, 209 FEET IN HEIGHT, PAINTED RED-WHITE
 CQ2782'ALTERNATE SECTIONS AND HAS 4 DISH TYPE ANTENNAE MOUNTED ON IT.
 CQ2782'
 CQ2782'LOCATED ABOUT 1-1/2 MILES SOUTH OF CLARKS, WITHIN A SMALL
 CQ2782'FENCED AREA, 200 FEET SOUTH OF STATE HIGHWAY 850 AND ABOUT
 CQ2782'500 FEET WEST OF TRIANGULATION STATION CLARKS 1941.
 CQ2782
 CQ2782                          STATION RECOVERY (1990)
 CQ2782
 CQ2782'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2782'RECOVERED IN GOOD CONDITION.
 CQ2782
 CQ2782                          STATION RECOVERY (1991)
 CQ2782
 CQ2782'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0771 ***********************************************************************
 AV0771  DESIGNATION -  CLAY
 AV0771  PID         -  AV0771
 AV0771  STATE/COUNTY-  LA/CAMERON
 AV0771  USGS QUAD   -  LAKE MISERE (1980)
 AV0771
 AV0771                         *CURRENT SURVEY CONTROL
 AV0771  ___________________________________________________________________
 AV0771* NAD 83(1992)-  29 55 35.68216(N)    092 58 30.55080(W)     ADJUSTED  
 AV0771* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0771  **This station is located in a subsidence area (see below).
 AV0771  ___________________________________________________________________
 AV0771  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AV0771  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AV0771
 AV0771  HORZ ORDER  -  THIRD
 AV0771
 AV0771.The horizontal coordinates were established by classical geodetic methods
 AV0771.and adjusted by the National Geodetic Survey in January 1993..
 AV0771
 AV0771 ** The orthometric height has not been validated since last determined
 AV0771 ** by differential leveling and should not be used for control purposes.
 AV0771 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0771 ** area with valid NAVD 88 orthometric heights.
 AV0771 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0771 ** epoch indicated which incorporates improved geoid heights for the
 AV0771 ** Southern Louisiana Subsidence area.
 AV0771 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0771.The orthometric height was scaled from a topographic map.
 AV0771
 AV0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0771
 AV0771.The geoid height was determined by GEOID03.
 AV0771
 AV0771;                    North         East     Units Scale Factor Converg.
 AV0771;SPC LA S     -   159,263.692   841,487.509   MT  0.99992658   -0 49 15.4
 AV0771;SPC LA S     -   522,517.63  2,760,780.27   sFT  0.99992658   -0 49 15.4
 AV0771;UTM  15      - 3,310,649.947   502,398.198   MT  0.99960007   +0 00 44.6
 AV0771
 AV0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0771!SPC LA S     -   1.00000421  x   0.99992658  =   0.99993079
 AV0771!UTM  15      -   1.00000421  x   0.99960007  =   0.99960428
 AV0771
 AV0771|---------------------------------------------------------------------|
 AV0771| PID    Reference Object                     Distance      Geod. Az  |
 AV0771|                                                           dddmmss.s |
 AV0771| CV9699 CLAY RM 1                            21.985 METERS 01815     |
 AV0771| BK3102 COASTAL CLUB                        APPROX.10.0 KM 3280512.1 |
 AV0771|---------------------------------------------------------------------|
 AV0771
 AV0771                          SUPERSEDED SURVEY CONTROL
 AV0771
 AV0771  NAD 83(1986)-  29 55 35.70674(N)    092 58 30.53630(W) AD(       ) 3
 AV0771  NAD 27      -  29 55 34.95000(N)    092 58 29.96400(W) AD(       ) 3
 AV0771
 AV0771.Superseded values are not recommended for survey control.
 AV0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0771.See file dsdata.txt to determine how the superseded data were derived.
 AV0771
 AV0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0239810650(NAD 83)
 AV0771_MARKER: DS = TRIANGULATION STATION DISK
 AV0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0771
 AV0771  HISTORY     - Date     Condition        Report By
 AV0771  HISTORY     - 1934     MONUMENTED       CGS
 AV0771  HISTORY     - 1947     GOOD             CGS
 AV0771  HISTORY     - 19780103 MARK NOT FOUND   NGS
 AV0771
 AV0771                          STATION DESCRIPTION
 AV0771
 AV0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0771'STATION IS ON THE INTRACOASTAL CANAL ABOUT 1-1/4 MILES W OF THE
 AV0771'JUNCTION OF THE INTRACOASTAL CANAL AND THE BELL CITY DRAINAGE
 AV0771'DISTRICT CANAL.  IT IS 29 METERS N OF THE N BANK OF THE
 AV0771'INTRACOASTAL CANAL, ON A SPOIL BANK.  APPROXIMATELY 300 METERS
 AV0771'E OF 3 SPOIL MOUNDS ON THE S SIDE OF THE CANAL WHICH ARE
 AV0771'OPPOSITE A GAP (ABOUT 100 METERS LONG) IN THE SPOIL BANK ON THE
 AV0771'N SIDE.
 AV0771'
 AV0771'STATION AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 AV0771'SET IN CONCRETE.
 AV0771'
 AV0771'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 AV0771
 AV0771                          STATION RECOVERY (1947)
 AV0771
 AV0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0771'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK
 AV0771'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NOT FOUND.
 AV0771
 AV0771                          STATION RECOVERY (1978)
 AV0771
 AV0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WKM)
 AV0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2575 ***********************************************************************
 BX2575  DESIGNATION -  CLAY
 BX2575  PID         -  BX2575
 BX2575  STATE/COUNTY-  LA/AVOYELLES
 BX2575  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2575
 BX2575                         *CURRENT SURVEY CONTROL
 BX2575  ___________________________________________________________________
 BX2575* NAD 83(1992)-  31 09 07.72664(N)    092 05 37.95203(W)     ADJUSTED  
 BX2575* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 BX2575  ___________________________________________________________________
 BX2575  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BX2575  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX2575
 BX2575  HORZ ORDER  -  SECOND
 BX2575
 BX2575.The horizontal coordinates were established by classical geodetic methods
 BX2575.and adjusted by the National Geodetic Survey in January 1993..
 BX2575
 BX2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2575
 BX2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2575
 BX2575.The geoid height was determined by GEOID03.
 BX2575
 BX2575;                    North         East     Units Scale Factor Converg.
 BX2575;SPC LA N     -    72,380.956 1,038,724.935   MT  1.00000332   +0 12 53.0
 BX2575;SPC LA N     -   237,469.85  3,407,883.39   sFT  1.00000332   +0 12 53.0
 BX2575;UTM  15      - 3,446,817.080   586,368.169   MT  0.99969201   +0 28 07.6
 BX2575
 BX2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2575!SPC LA N     -   1.00000040  x   1.00000332  =   1.00000372
 BX2575!UTM  15      -   1.00000040  x   0.99969201  =   0.99969241
 BX2575
 BX2575:                Primary Azimuth Mark                     Grid Az
 BX2575:SPC LA N     -  MARKSVILLE CABLE TV MAST                 124 22 55.1
 BX2575:UTM  15      -  MARKSVILLE CABLE TV MAST                 124 07 40.5
 BX2575
 BX2575|---------------------------------------------------------------------|
 BX2575| PID    Reference Object                     Distance      Geod. Az  |
 BX2575|                                                           dddmmss.s |
 BX2575| BX2574 MARKSVILLE CABLE TV MAST            APPROX. 3.2 KM 1243548.1 |
 BX2575| CY4076 CLAY RM 1                            13.253 METERS 13114     |
 BX2575| CY4075 CLAY AZ MK                                         2464832.2 |
 BX2575| CY4077 CLAY RM 2                            14.195 METERS 29857     |
 BX2575| BX2576 CLAY A POINT 1969                    29.821 METERS 30814     |
 BX2575|---------------------------------------------------------------------|
 BX2575
 BX2575                          SUPERSEDED SURVEY CONTROL
 BX2575
 BX2575  NAD 83(1986)-  31 09 07.74589(N)    092 05 37.94747(W) AD(       ) 2
 BX2575  NAD 27      -  31 09 07.07110(N)    092 05 37.49532(W) AD(       ) 2
 BX2575  NGVD 29 (07/19/86)   24.4    (m)           80.     (f) VERT ANG       
 BX2575
 BX2575.Superseded values are not recommended for survey control.
 BX2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2575.See file dsdata.txt to determine how the superseded data were derived.
 BX2575
 BX2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8636846817(NAD 83)
 BX2575_MARKER: DD = SURVEY DISK
 BX2575_SETTING: 0 = UNSPECIFIED SETTING
 BX2575
 BX2575  HISTORY     - Date     Condition        Report By
 BX2575  HISTORY     - 1969     MONUMENTED       LADTD
 BX2575
 BX2575                          STATION DESCRIPTION
 BX2575
 BX2575'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2575'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2575'U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLAY 1969, IS SET
 BX2575'IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 BX2575'GROUND.  THE MARK IS 2.1 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BX2575'POST AND SIGN, 39.2 FEET NORTH-NORTHEAST OF THE CENTER OF STATE
 BX2575'HIGHWAY 1191, 1.8 FEET SOUTH OF A FENCE AND 55.4 FEET EAST OF
 BX2575'THE CENTER OF A GATE.
 BX2575'
 BX2575'TO REACH THE STATION FROM THE COURTHOUSE IN MARKSVILLE, DRIVE
 BX2575'NORTH ALONG STATE HIGHWAY 115 FOR 2.35 MILES TO ITS INTERSECTION
 BX2575'WITH STATE HIGHWAY 1191, THENCE SOUTHWEST ALONG STATE HIGHWAY
 BX2575'1191 FOR 1.05 MILES TO THE STATION WHICH IS ON THE NORTH SIDE OF
 BX2575'THE HIGHWAY IN A CURVE.
 BX2575'
 BX2575'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2575'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLAY RM 1 1969,
 BX2575'IS SET IN THE TOP OF CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BX2575'THE GROUND.  THE MARK IS 43.6 FEET EAST OF A METAL WITNESS POST
 BX2575'AND SIGN, 3 FEET SOUTHWEST OF A FENCE, 37 FEET NORTHEAST OF THE
 BX2575'CENTER OF STATE HIGHWAY 1191, 88.5 FEET NORTH-NORTHWEST OF THE
 BX2575'NORTHEAST END OF A CROSS DRAIN UNDER STATE HIGHWAY 1191 AND
 BX2575'97.4 FEET EAST-SOUTHEAST OF THE CENTER OF A DRIVE INTO A FIELD.
 BX2575'
 BX2575'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2575'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLAY RM 2 1969,
 BX2575'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BX2575'THE GROUND.  THE MARK IS 46.1 FEET WEST-NORTHWEST OF A METAL
 BX2575'WITNESS POST AND SIGN, 9.5 FEET EAST OF THE CENTER OF A DRIVE
 BX2575'INTO A FIELD, 41.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 BX2575'1191 AND 2.2 FEET SOUTH OF A FENCE.
 BX2575'
 BX2575'AZUMITH MARK, A STANDARD LOUISANA DEPARTMENT OF HIGHWAYS AND
 BX2575'U.S. COAST AND GEODETIC SURVEY DISK STAMPED CLAY AZ MK 1969, IS
 BX2575'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BX2575'THE GROUND.  THE MARK IS 1.7 FEET NORTHWEST OF A METAL WITNESS
 BX2575'POST AND SIGN, 2 FEET SOUTHEAST OF A FENCE, 14.7 FEET NORTHWEST
 BX2575'OF THE NORTH END OF A SIDE DRAIN, 39.5 FEET NORTHWEST OF THE
 BX2575'CENTER OF STATE HIGHWAY 1191 AND 9.6 FEET NORTHEAST OF THE
 BX2575'CENTER OF A GATE.
 BX2575'
 BX2575'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG
 BX2575'STATE HIGHWAY 1191 FOR 0.8 MILE TO THE MARK WHICH IS ON THE
 BX2575'RIGHT NEAR A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2841 ***********************************************************************
 CQ2841  DESIGNATION -  CLAY
 CQ2841  PID         -  CQ2841
 CQ2841  STATE/COUNTY-  LA/JACKSON
 CQ2841  USGS QUAD   -  CLAY (1994)
 CQ2841
 CQ2841                         *CURRENT SURVEY CONTROL
 CQ2841  ___________________________________________________________________
 CQ2841* NAD 83(1992)-  32 25 16.58232(N)    092 39 25.98990(W)     ADJUSTED  
 CQ2841* NAVD 88     -       107.5    (meters)     353.     (feet)  VERTCON   
 CQ2841  ___________________________________________________________________
 CQ2841  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CQ2841  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ2841
 CQ2841  HORZ ORDER  -  FIRST
 CQ2841
 CQ2841.The horizontal coordinates were established by classical geodetic methods
 CQ2841.and adjusted by the National Geodetic Survey in January 1993..
 CQ2841
 CQ2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2841
 CQ2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2841
 CQ2841.The geoid height was determined by GEOID03.
 CQ2841
 CQ2841;                    North         East     Units Scale Factor Converg.
 CQ2841;SPC LA N     -   213,035.042   985,212.867   MT  0.99995325   -0 04 59.2
 CQ2841;SPC LA N     -   698,932.47  3,232,319.21   sFT  0.99995325   -0 04 59.2
 CQ2841;UTM  15      - 3,587,183.856   532,228.628   MT  0.99961281   +0 11 01.6
 CQ2841
 CQ2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2841!SPC LA N     -   0.99998714  x   0.99995325  =   0.99994039
 CQ2841!UTM  15      -   0.99998714  x   0.99961281  =   0.99959996
 CQ2841
 CQ2841:                Primary Azimuth Mark                     Grid Az
 CQ2841:SPC LA N     -  RUSTON LA TECH TANK                      003 28 32.6
 CQ2841:UTM  15      -  RUSTON LA TECH TANK                      003 12 31.8
 CQ2841
 CQ2841|---------------------------------------------------------------------|
 CQ2841| PID    Reference Object                     Distance      Geod. Az  |
 CQ2841|                                                           dddmmss.s |
 CQ2841| CQ2917 RUSTON LA TECH TANK                 APPROX.11.7 KM 0032333.4 |
 CQ2841| CQ2916 RUSTON N MUN TANK                   APPROX.15.2 KM 0054333.8 |
 CQ2841| CQ2915 RUSTON NEW MUNICIPAL TANK           APPROX.12.3 KM 0104753.8 |
 CQ2841| CQ2840 RUSTON UNITED MICRO KGU 45          126.445 METERS 03204     |
 CQ2841| CY4073 CLAY RM 1                            24.542 METERS 11112     |
 CQ2841| CQ2830 WALKER 2                            APPROX.13.3 KM 1650143.6 |
 CQ2841| CQ2832 PUNKIN CENTER MUN TANK              APPROX.11.9 KM 2005118.3 |
 CQ2841| CY4074 CLAY RM 2                            24.696 METERS 33749     |
 CQ2841| CQ2919 RUSTON SEYMORE CABLE TV MAST        APPROX.11.0 KM 3552111.2 |
 CQ2841| CQ2918 RUSTON RAD STA KRUS MAST            APPROX.10.3 KM 3553535.6 |
 CQ2841| CY4072 CLAY AZ MK                                         3570517.4 |
 CQ2841|---------------------------------------------------------------------|
 CQ2841
 CQ2841                          SUPERSEDED SURVEY CONTROL
 CQ2841
 CQ2841  NAD 83(1986)-  32 25 16.59561(N)    092 39 25.98071(W) AD(       ) 1
 CQ2841  NAD 27      -  32 25 16.04860(N)    092 39 25.44127(W) AD(       ) 1
 CQ2841  NGVD 29 (07/19/86)  107.6    (m)          353.     (f) VERT ANG       
 CQ2841
 CQ2841.Superseded values are not recommended for survey control.
 CQ2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2841.See file dsdata.txt to determine how the superseded data were derived.
 CQ2841
 CQ2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3222987184(NAD 83)
 CQ2841_MARKER: DS = TRIANGULATION STATION DISK
 CQ2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2841
 CQ2841  HISTORY     - Date     Condition        Report By
 CQ2841  HISTORY     - 1971     MONUMENTED       NGS
 CQ2841
 CQ2841                          STATION DESCRIPTION
 CQ2841
 CQ2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2841'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHWEST OF RUSTON, 6
 CQ2841'MILES NORTHEAST OF QUITMAN, 5 MILES NORTHWEST OF VERNON AND
 CQ2841'1-1/2 MILES SOUTHEAST OF CLAY.  IT IS ON A LOW PROMINENT
 CQ2841'RIDGE IN THE NORTHEAST CORNER OF SECTION 34, T 17 N, R 3 W,
 CQ2841'AND ON LAND OF THE UNITED GAS PIPELINE COMPANY, 1525 FAIRFIELD
 CQ2841'AVENUE, SHREVEPORT, LOUISIANA.
 CQ2841'
 CQ2841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 CQ2841'STATE HIGHWAY 148 IN THE SETTLEMENT OF CLAY, GO SOUTHEAST ON
 CQ2841'STATE HIGHWAY 148 FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 CQ2841'LEFT, NORTH SIDE OF HIGHWAY, CONTINUE SOUTHEAST ON STATE HIGHWAY
 CQ2841'148 FOR 0.1 MILE TO A LOCKED GATE ON THE RIGHT, SOUTH SIDE
 CQ2841'OF HIGHWAY.  PASS THROUGH GATE AND GO SOUTHWEST FOR 0.05 MILE
 CQ2841'ON A TRACK ROAD TO THE SOUTHWEST CORNER OF FENCED AREA TO
 CQ2841'STATION, AS DESCRIBED.
 CQ2841'
 CQ2841'STATION MARKS ARE STANDARD DISKS STAMPED CLAY 1971.  THE
 CQ2841'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ2841'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CQ2841'73.5 FEET SOUTH-SOUTHWEST OF A 10 INCH PINE TREE, 55 FEET
 CQ2841'SOUTHWEST OF AN 8 INCH PINE TREE, 42.5 FEET NORTHEAST OF FENCE
 CQ2841'CORNER POST, 31.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 CQ2841'WITH SIGN ATTACHED, 30.4 FEET NORTH OF A FENCE AND 30.1 FEET
 CQ2841'EAST OF A FENCE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CQ2841'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CQ2841'SURFACE.
 CQ2841'
 CQ2841'REFERENCE MARK 1, A STANDARD DISK STAMPED CLAY NO 1 1971,
 CQ2841'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2841'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 104.5
 CQ2841'FEET EAST OF FENCE CORNER POST, 83.7 FEET EAST OF METAL WITNESS
 CQ2841'POST WITH SIGN ATTACHED, 77.7 FEET SOUTH OF A 12 INCH PINE
 CQ2841'TREE AND 1 FOOT NORTH OF FENCE.
 CQ2841'
 CQ2841'REFERENCE MARK 2, A STANDARD DISK STAMPED CLAY NO 2 1971,
 CQ2841'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2841'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 104 FEET
 CQ2841'NORTH OF FENCE CORNER POST, 57 FEET WEST OF A 10 INCH PINE TREE
 CQ2841'AND 1 FOOT EAST OF A FENCE, AND APPROXIMATELY 6 FEET LOWER
 CQ2841'THAN THE STATION MARK.
 CQ2841'
 CQ2841'THE AZIMUTH MARK, A STANDARD DISK STAMPED CLAY 1971, IS SET
 CQ2841'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2841'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 44
 CQ2841'FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 148,
 CQ2841'4 FEET SOUTHEAST OF A POWERLINE POLE AND 2.2 FEET WEST-NORTHWEST
 CQ2841'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CQ2841'
 CQ2841'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3328 ***********************************************************************
 AU3328  DESIGNATION -  CLAY
 AU3328  PID         -  AU3328
 AU3328  STATE/COUNTY-  LA/ORLEANS
 AU3328  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3328
 AU3328                         *CURRENT SURVEY CONTROL
 AU3328  ___________________________________________________________________
 AU3328* NAD 83(1992)-  29 58 25.42942(N)    090 03 25.92825(W)     ADJUSTED  
 AU3328* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3328  **This station is located in a subsidence area (see below).
 AU3328  ___________________________________________________________________
 AU3328  X           -      -5,520.667 (meters)                     COMP
 AU3328  Y           -  -5,529,687.654 (meters)                     COMP
 AU3328  Z           -   3,167,838.997 (meters)                     COMP
 AU3328  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU3328  ELLIP HEIGHT-         -25.02  (meters)          (01/21/03) GPS OBS
 AU3328  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU3328  DYNAMIC HT  -           1.2   (meters)       4.    (feet)  COMP
 AU3328  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 AU3328
 AU3328  HORZ ORDER  -  FIRST
 AU3328  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3328  ELLP ORDER  -  FOURTH    CLASS II
 AU3328
 AU3328.The horizontal coordinates were established by GPS observations
 AU3328.and adjusted by the National Geodetic Survey in January 1993..
 AU3328
 AU3328 ** The orthometric height has not been validated since last determined
 AU3328 ** by differential leveling and should not be used for control purposes.
 AU3328 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3328 ** area with valid NAVD 88 orthometric heights.
 AU3328 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3328 ** epoch indicated which incorporates improved geoid heights for the
 AU3328 ** Southern Louisiana Subsidence area.
 AU3328 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3328.The orthometric height was scaled from a topographic map.
 AU3328.WARNING-GPS observations at this control monument resulted in a GPS
 AU3328.derived orthometric height which differed from the leveled height by
 AU3328.more than one decimeter (0.1 meter).
 AU3328.The vertical order pertains to the NGVD 29 superseded value.
 AU3328
 AU3328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3328
 AU3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3328
 AU3328.The ellipsoidal height was determined by GPS observations
 AU3328.and is referenced to NAD 83.
 AU3328
 AU3328.The geoid height was determined by GEOID03.
 AU3328
 AU3328.The dynamic height is computed by dividing the NAVD 88
 AU3328.geopotential number by the normal gravity value computed on the
 AU3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3328.degrees latitude (g = 980.6199 gals.).
 AU3328
 AU3328.The modeled gravity was interpolated from observed gravity values.
 AU3328
 AU3328;                    North         East     Units Scale Factor Converg.
 AU3328;SPC LA S     -   164,040.329 1,123,149.877   MT  0.99992586   +0 38 17.1
 AU3328;SPC LA S     -   538,188.98  3,684,867.55   sFT  0.99992586   +0 38 17.1
 AU3328;UTM  15      - 3,319,519.804   783,963.728   MT  1.00059499   +1 28 16.4
 AU3328;UTM  16      - 3,319,808.989   204,991.677   MT  1.00067390   -1 31 42.6
 AU3328
 AU3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3328!SPC LA S     -   1.00000393  x   0.99992586  =   0.99992979
 AU3328!UTM  15      -   1.00000393  x   1.00059499  =   1.00059892
 AU3328!UTM  16      -   1.00000393  x   1.00067390  =   1.00067783
 AU3328
 AU3328                          SUPERSEDED SURVEY CONTROL
 AU3328
 AU3328  ELLIP H (01/21/93)  -25.00   (m)                       GP(       ) 4 2
 AU3328  NAD 83(1986)-  29 58 25.44565(N)    090 03 25.92684(W) AD(       ) 1
 AU3328  NGVD 29 (05/21/91)    1.270  (m)            4.17   (f) ADJUSTED    1 2
 AU3328
 AU3328.Superseded values are not recommended for survey control.
 AU3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3328.See file dsdata.txt to determine how the superseded data were derived.
 AU3328
 AU3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8396419520(NAD 83)
 AU3328_MARKER: DS = TRIANGULATION STATION DISK
 AU3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3328_SP_SET: CONCRETE POST
 AU3328_STAMPING: CLAY OPE 1988
 AU3328_MARK LOGO: LADTD 
 AU3328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3328+STABILITY: SURFACE MOTION
 AU3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3328+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1990
 AU3328
 AU3328  HISTORY     - Date     Condition        Report By
 AU3328  HISTORY     - 1988     MONUMENTED       LADTD
 AU3328  HISTORY     - 19890124 GOOD
 AU3328  HISTORY     - 19901129 GOOD             NGS
 AU3328  HISTORY     - 19941108 MARK NOT FOUND   NGS
 AU3328
 AU3328                          STATION DESCRIPTION
 AU3328
 AU3328'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3328'THE STATION IS LOCATED IN NEW ORLEANS AT THE JUNCTION OF ELYSIAN
 AU3328'FIELDS AVE AND NORTH CLAIBORNE AVE.  OWNERSHIP--CITY OF NEW ORLEANS.
 AU3328'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3328'ELYSIAN FIELDS AVE GO SOUTH FOR 0.8 KM (0.50 MI) ON ELYSIAN FIELDS TO
 AU3328'THE JUNCTION OF NORTH CLAIBORNE AVE, WITH THE MARK SET IN THE MEDIAN
 AU3328'NORTH OF NORTH CLAIBORNE AVE.
 AU3328'THE STATION IS FLUSH WITH THE GROUND 16.8 M (55.1 FT) SOUTHEAST FROM
 AU3328'LIGHT STANDARD NUMBER 78, 16.8 M (55.1 FT) EAST FROM THE SOUTH BOUND
 AU3328'LANES OF ELYSIAN FIELDS, 13.9 M (45.6 FT) NORTH FROM THE WEST BOUND
 AU3328'LANES OF NORTH CLAIBORNE, 13.1 M (43.0 FT) WEST FROM THE NORTH BOUND
 AU3328'LANES OF ELYSIAN FIELDS, 8.8 M (28.9 FT) NORTHWEST FROM LIGHT STANDARD
 AU3328'NUMBER 83 AND 0.6 M (2.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 AU3328
 AU3328                          STATION RECOVERY (1989)
 AU3328
 AU3328'RECOVERED 1989
 AU3328'RECOVERED IN GOOD CONDITION.
 AU3328
 AU3328                          STATION RECOVERY (1990)
 AU3328
 AU3328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3328'IN NEW ORLEANS, AT THE INTERSECTION OF ELYSIAN FIELDS AND NORTH
 AU3328'CLAIBORNE AVENUES, 16.8 M (55.1 FT) SOUTHEAST OF UTILITY POLE NUMBER
 AU3328'78, 9.3 M (30.5 FT) NORTH OF THE NORTH CURB OF THE WESTBOUND LANES OF
 AU3328'CLAIBORNE, 8.1 M (26.6 FT) WEST OF THE WEST CURB OF THE NORTHBOUND
 AU3328'LANES OF ELYSIAN FIELDS, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 AU3328'AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AU3328
 AU3328                          STATION RECOVERY (1994)
 AU3328
 AU3328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3328'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3329 ***********************************************************************
 AU3329  DESIGNATION -  CLAY AZ MK
 AU3329  PID         -  AU3329
 AU3329  STATE/COUNTY-  LA/ORLEANS
 AU3329  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3329
 AU3329                         *CURRENT SURVEY CONTROL
 AU3329  ___________________________________________________________________
 AU3329* NAD 83(1992)-  29 58 07.77159(N)    090 03 23.94906(W)     ADJUSTED  
 AU3329* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3329  **This station is located in a subsidence area (see below).
 AU3329  ___________________________________________________________________
 AU3329  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU3329  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AU3329  DYNAMIC HT  -           1.0   (meters)       3.    (feet)  COMP
 AU3329  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 AU3329
 AU3329  HORZ ORDER  -  SECOND
 AU3329  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3329
 AU3329.The horizontal coordinates were established by classical geodetic methods
 AU3329.and adjusted by the National Geodetic Survey in January 1993..
 AU3329.No horizontal observational check was made to the station.
 AU3329
 AU3329 ** The orthometric height has not been validated since last determined
 AU3329 ** by differential leveling and should not be used for control purposes.
 AU3329 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3329 ** area with valid NAVD 88 orthometric heights.
 AU3329 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3329 ** epoch indicated which incorporates improved geoid heights for the
 AU3329 ** Southern Louisiana Subsidence area.
 AU3329 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3329.The orthometric height was scaled from a topographic map.
 AU3329.The vertical order pertains to the first NAVD 88 superseded value.
 AU3329
 AU3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3329
 AU3329.The geoid height was determined by GEOID03.
 AU3329
 AU3329.The dynamic height is computed by dividing the NAVD 88
 AU3329.geopotential number by the normal gravity value computed on the
 AU3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3329.degrees latitude (g = 980.6199 gals.).
 AU3329
 AU3329.The modeled gravity was interpolated from observed gravity values.
 AU3329
 AU3329;                    North         East     Units Scale Factor Converg.
 AU3329;SPC LA S     -   163,497.270 1,123,208.986   MT  0.99992590   +0 38 18.1
 AU3329;SPC LA S     -   536,407.29  3,685,061.48   sFT  0.99992590   +0 38 18.1
 AU3329;UTM  15      - 3,318,977.300   784,030.771   MT  1.00059546   +1 28 16.6
 AU3329;UTM  16      - 3,319,263.676   205,030.244   MT  1.00067362   -1 31 40.8
 AU3329
 AU3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3329!SPC LA S     -   1.00000394  x   0.99992590  =   0.99992984
 AU3329!UTM  15      -   1.00000394  x   1.00059546  =   1.00059940
 AU3329!UTM  16      -   1.00000394  x   1.00067362  =   1.00067756
 AU3329
 AU3329                          SUPERSEDED SURVEY CONTROL
 AU3329
 AU3329  NAD 83(1986)-  29 58 07.78782(N)    090 03 23.94768(W) AD(       ) 2
 AU3329  NAVD 88 (02/14/94)    1.011  (m)            3.32   (f) UNKNOWN     1 2
 AU3329  NGVD 29 (05/21/91)    1.071  (m)            3.51   (f) ADJUSTED    1 2
 AU3329
 AU3329.Superseded values are not recommended for survey control.
 AU3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3329.See file dsdata.txt to determine how the superseded data were derived.
 AU3329
 AU3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8403118977(NAD 83)
 AU3329_MARKER: DZ = AZIMUTH MARK DISK
 AU3329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AU3329_SP_SET: APRON
 AU3329_STAMPING: CLAY OPE 1988
 AU3329_MARK LOGO: NGS   
 AU3329_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3329+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 AU3329
 AU3329  HISTORY     - Date     Condition        Report By
 AU3329  HISTORY     - 1988     MONUMENTED       LADTD
 AU3329  HISTORY     - 19901129 GOOD             NGS
 AU3329  HISTORY     - 19941107 GOOD             NGS
 AU3329  HISTORY     - 20060310 GOOD             AERODA
 AU3329
 AU3329                          STATION DESCRIPTION
 AU3329
 AU3329'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3329'THE STATION IS LOCATED IN NEW ORLEANS AT THE JUNCTION OF ELYSIAN
 AU3329'FIELDS AVE AND ST CLAUDE AVE.  OWNERSHIP--CITY OF NEW ORLEANS.
 AU3329'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3329'ELYSIAN FIELDS AVE GO SOUTH FOR 1.4 KM (0.85 MI) ON ELYSIAN FIELDS TO
 AU3329'THE JUNCTION OF ST CLAUDE AVE WITH THE MARK SET IN A DRILL HOLE IN A
 AU3329'SMALL CONCRETE ISLAND EAST OF ELYSIAN FIELDS.
 AU3329'THE STATION IS SET ON THE EXTENDED LINE OF THE SOUTH WALL OF AN
 AU3329'ECKERDS DRUG STORE 12.2 M (40.0 FT) WEST FROM THE SOUTHWEST CORNER OF
 AU3329'THE DRUG STORE, 10.7 M (35.1 FT) NORTH FROM THE WEST BOUND LANES OF ST
 AU3329'CLAUDE AVE, 8.5 M (27.9 FT) EAST FROM THE NORTH BOUND LANES OF ELYSIAN
 AU3329'FIELDS, 8.5 M (27.9 FT) WEST-SOUTHWEST FROM A FIRE HYDRANT AND 2.1 M
 AU3329'(6.9 FT) NORTH FROM A METAL TRAFFIC LIGHT STANDARD.
 AU3329
 AU3329                          STATION RECOVERY (1990)
 AU3329
 AU3329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3329'IN NEW ORLEANS, AT THE INTERSECTION OF ELYSIAN FIELDS AND SAINT
 AU3329'CLAUDE AVENUES, IN THE CONCRETE SIDEWALK PORTION OF A TRAFFIC ISLAND,
 AU3329'12.2 M (40.0 FT) WEST OF THE SOUTHWEST CORNER OF AN ECKERD DRUG
 AU3329'STORE, 8.7 M (28.5 FT) WEST OF A FIRE HYDRANT, 7.8 M (25.6 FT) EAST
 AU3329'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF ELYSIAN
 AU3329'FIELDS AVENUE, 4.1 M (13.5 FT) NORTH OF THE NORTH CURB OF THE
 AU3329'WESTBOUND LANES OF SAINT CLAUDE AVENUE, AND 2.1 M (6.9 FT) NORTH OF A
 AU3329'TRAFFIC LIGHT.
 AU3329
 AU3329                          STATION RECOVERY (1994)
 AU3329
 AU3329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3329'IN NEW ORLEANS, AT THE INTERSECTION OF ELYSIAN FIELDS AND SAINT CLAUDE
 AU3329'AVENUES, IN A CONCRETE APRON OF A TRAFFIC ISLAND, 12.2 M (40.0 FT)
 AU3329'WEST OF THE SOUTHWEST CORNER OF AN ECKERD DRUG STORE, 8.7 M (28.5 FT)
 AU3329'WEST-SOUTHWEST OF A FIRE HYDRANT, 7.8 M (25.6 FT) EAST OF AND LEVEL
 AU3329'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF ELYSIAN FIELDS AVENUE,
 AU3329'4.1 M (13.5 FT) NORTH OF THE NORTH CURB OF THE WESTBOUND LANES OF
 AU3329'SAINT CLAUDE AVENUE, AND 2.1 M (6.9 FT) NORTH OF A TRAFFIC LIGHT.
 AU3329
 AU3329                          STATION RECOVERY (2006)
 AU3329
 AU3329'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 AU3329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3930 ***********************************************************************
 BJ3930  DESIGNATION -  CLAY CUT
 BJ3930  PID         -  BJ3930
 BJ3930  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3930  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3930
 BJ3930                         *CURRENT SURVEY CONTROL
 BJ3930  ___________________________________________________________________
 BJ3930* NAD 83(1992)-  30 23 22.85912(N)    090 59 44.80545(W)     ADJUSTED  
 BJ3930* NAVD 88     -        10.983  (meters)      36.03   (feet)  ADJUSTED  
 BJ3930  ___________________________________________________________________
 BJ3930  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ3930  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ3930  DYNAMIC HT  -          10.969 (meters)      35.99  (feet)  COMP
 BJ3930  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BJ3930
 BJ3930  HORZ ORDER  -  FIRST
 BJ3930  VERT ORDER  -  SECOND    CLASS II
 BJ3930
 BJ3930.The horizontal coordinates were established by classical geodetic methods
 BJ3930.and adjusted by the National Geodetic Survey in January 1993..
 BJ3930
 BJ3930.The orthometric height was determined by differential leveling
 BJ3930.and adjusted by the National Geodetic Survey in February 1994..
 BJ3930
 BJ3930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3930
 BJ3930.The geoid height was determined by GEOID03.
 BJ3930
 BJ3930.The dynamic height is computed by dividing the NAVD 88
 BJ3930.geopotential number by the normal gravity value computed on the
 BJ3930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3930.degrees latitude (g = 980.6199 gals.).
 BJ3930
 BJ3930.The modeled gravity was interpolated from observed gravity values.
 BJ3930
 BJ3930;                    North         East     Units Scale Factor Converg.
 BJ3930;SPC LA S     -   209,509.920 1,032,439.623   MT  0.99994869   +0 10 07.6
 BJ3930;SPC LA S     -   687,367.13  3,387,262.33   sFT  0.99994869   +0 10 07.6
 BJ3930;UTM  15      - 3,363,670.881   692,562.074   MT  1.00005746   +1 00 51.1
 BJ3930
 BJ3930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3930!SPC LA S     -   1.00000253  x   0.99994869  =   0.99995122
 BJ3930!UTM  15      -   1.00000253  x   1.00005746  =   1.00005999
 BJ3930
 BJ3930|---------------------------------------------------------------------|
 BJ3930| PID    Reference Object                     Distance      Geod. Az  |
 BJ3930|                                                           dddmmss.s |
 BJ3930| CW1222 CLAY CUT RM 1                        40.063 METERS 12614     |
 BJ3930| CW1223 CLAY CUT RM 2                        40.849 METERS 17433     |
 BJ3930| CW1224 CLAY CUT RM 3                                      3381942.0 |
 BJ3930|---------------------------------------------------------------------|
 BJ3930
 BJ3930                          SUPERSEDED SURVEY CONTROL
 BJ3930
 BJ3930  NAD 83(1986)-  30 23 22.87672(N)    090 59 44.80366(W) AD(       ) 1
 BJ3930  NAD 27      -  30 23 22.18618(N)    090 59 44.43739(W) AD(       ) 1
 BJ3930  NGVD 29 (07/19/86)   11.1    (m)           36.     (f) VERT ANG       
 BJ3930
 BJ3930.Superseded values are not recommended for survey control.
 BJ3930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3930.See file dsdata.txt to determine how the superseded data were derived.
 BJ3930
 BJ3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9256263671(NAD 83)
 BJ3930_MARKER: DS = TRIANGULATION STATION DISK
 BJ3930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3930_SP_SET: CONCRETE POST
 BJ3930_STAMPING: CLAY CUT 1970
 BJ3930_MARK LOGO: NGS   
 BJ3930_PROJECTION: FLUSH
 BJ3930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3930+STABILITY: SURFACE MOTION
 BJ3930
 BJ3930  HISTORY     - Date     Condition        Report By
 BJ3930  HISTORY     - 1970     MONUMENTED       NGS
 BJ3930  HISTORY     - 1973     GOOD             NGS
 BJ3930  HISTORY     - 1987     GOOD             LA-033
 BJ3930
 BJ3930                          STATION DESCRIPTION
 BJ3930
 BJ3930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3930'NO PLACE FOR AN AZIMUTH MARK AVAILABLE.
 BJ3930'
 BJ3930'THE STATION IS LOCATED ABOUT 5 MILES SOUTH AND 11-1/2 MILES EAST OF
 BJ3930'THE CENTER OF BATON ROUGE, 7 MILES SOUTH-SOUTHWEST OF DENHAM
 BJ3930'SPRINGS, 1-3/4 MILES WEST OF THE AMITE RIVER IN THE WEST PART OF
 BJ3930'SECTION 62, T 7 S, R 2 E, ON THE PROPERTY OF MR. PAUL PRESSLER.
 BJ3930'ADDRESS--RURAL ROUTE 2, BOX 178, BATON ROUGE, LOUISIANA, 70815.
 BJ3930'
 BJ3930'TO REACH THE STATION FROM THE POST OFFICE IN DENHAM SPRINGS, GO SOUTH
 BJ3930'ON STATE HIGHWAY 16 FOR 0.25 MILE TO THE JUNCTION OF US HIGHWAY 190.
 BJ3930'TURN RIGHT AND GO SOUTHWEST ON US HIGHWAY 190 FOR 2.75 MILES TO THE
 BJ3930'BRIDGE OVER AMITE RIVER.  CONTINUE WEST ON US HIGHWAY 190 FOR 0.4
 BJ3930'MILE TO THE JUNCTION WITH STATE HIGHWAY 426.  TURN LEFT AND GO
 BJ3930'SOUTHWEST ON STATE HIGHWAY 426 (OLD HAMMOND ROAD) FOR 0.9 MILE TO
 BJ3930'A PAVED ROAD LEFT (ONEAL LA).  TURN LEFT AND GO SOUTH ON PAVED ROAD
 BJ3930'FOR 2.55 MILES TO A T-ROAD JUNCTION (HARRELLS FERRY ROAD).  TURN
 BJ3930'RIGHT AND GO WEST ON HARRELLS FERRY ROAD FOR 0.45 MILE TO A PAVED
 BJ3930'ROAD LEFT (JONES CREEK ROAD).  TURN LEFT AND GO SOUTH ON JONES
 BJ3930'CREEK ROAD FOR 2.6 MILES TO A T-ROAD JUNCTION.  TURN LEFT AND GO
 BJ3930'EAST ON TIGER BEND ROAD FOR 1.45 MILES TO A GRAVELED ROAD LEFT.
 BJ3930'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.1 MILE TO THE
 BJ3930'STATION ON THE RIGHT.
 BJ3930'
 BJ3930'THE STATION MARKS ARE STANDARD DISKS STAMPED CLAY CUT 1970.  THE
 BJ3930'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ3930'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 106 FEET
 BJ3930'NORTH-NORTHWEST OF A GRAVELED DRIVEWAY, 55 FEET EAST-SOUTHEAST OF
 BJ3930'THE CENTER OF A GRAVELED ROAD, 51 FEET SOUTH-SOUTHEAST OF A METAL
 BJ3930'WITNESS POST WITH SIGN AND 32 FEET SOUTHEAST OF A T-FENCE CORNER.
 BJ3930'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 BJ3930'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ3930'
 BJ3930'REFERENCE MARK 1, A STANDARD DISK STAMPED CLAY CUT NO 1 1970, IS SET
 BJ3930'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3930'WITH THE GROUND SURFACE.  IT IS 53 FEET NORTHWEST OF THE NORTHWEST
 BJ3930'CORNER OF A BRICK HOUSE, 30 FEET WEST OF THE CENTER OF THE
 BJ3930'GRAVELED DRIVEWAY AND 1.2 FEET NORTHEAST OF A POWERLINE POLE.
 BJ3930'
 BJ3930'REFERENCE MARK 2, A STANDARD DISK STAMPED CLAY CUT NO 2 1970, IS SET
 BJ3930'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3930'WITH THE GROUND SURFACE.  IT IS 31 FEET EAST-SOUTHEAST OF THE
 BJ3930'CENTER OF THE GRAVELED ROAD, 31 FEET SOUTH-SOUTHEAST OF THE CENTER
 BJ3930'OF THE GRAVELED DRIVEWAY, 10 FEET WEST OF A GAS METER AND 1 FOOT
 BJ3930'EAST-SOUTHEAST OF A FENCE.
 BJ3930'
 BJ3930'HEIGHT OF LIGHT ABOVE STATION MARK 37.4 METERS.
 BJ3930
 BJ3930                          STATION RECOVERY (1973)
 BJ3930
 BJ3930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ3930'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 BJ3930'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 BJ3930'ESTABLISHED AT THIS TIME.  DUE TO SOME CHANGES A NEW DESCRIPTION
 BJ3930'FOLLOWS.
 BJ3930'
 BJ3930'THE STATION IS LOCATED ABOUT 5 MILES SOUTH AND 11-1/2 MILES EAST OF
 BJ3930'THE CENTER OF BATON ROUGE, 7 MILES SOUTH-SOUTHWEST OF DENHAM
 BJ3930'SPRINGS, 1-3/4 MILES WEST OF THE AMITE RIVER IN THE WEST PART OF
 BJ3930'SECTION 62, T 7 S, R 2 E, ON THE PROPERTY OF MR. PAUL PRESSLER,
 BJ3930'RURAL ROUTE 2, BOX 2, BATON ROUGE, LOUISIANA, 70815.
 BJ3930'
 BJ3930'TO REACH THE STATION FROM THE POST OFFICE IN DENHAM SPRINGS, GO SOUTH
 BJ3930'ON STATE HIGHWAY 16 FOR 0.25 MILE TO THE JUNCTION OF US HIGHWAY 190.
 BJ3930'TURN RIGHT AND GO SOUTHWEST ON US HIGHWAY 190 FOR 2.75 MILES TO THE
 BJ3930'CENTER OF THE BRIDGE OVER AMITE RIVER.  CONTINUE WEST ON US
 BJ3930'HIGHWAY 190 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 426 (OLD
 BJ3930'HAMMOND ROAD).  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 426
 BJ3930'FOR 0.9 MILE TO A PAVED ROAD LEFT (ONEAL LA.).  TURN LEFT AND GO
 BJ3930'SOUTH ON PAVED ROAD FOR 2.55 MILES TO A T-ROAD JUNCTION (HARRELLS
 BJ3930'FERRY ROAD).  TURN RIGHT AND GO WEST ON HARRELLS FERRY ROAD FOR 0.45
 BJ3930'MILE TO JONES CREEK ROAD LEFT.  TURN LEFT AND GO SOUTH ON JONES
 BJ3930'CREEK ROAD FOR 2.6 MILES TO A T-ROAD JUNCTION (TIGER BEND ROAD).
 BJ3930'TURN LEFT AND GO EAST ON TIGER BEND ROAD FOR 1.45 MILE TO A
 BJ3930'PAVED ROAD LEFT (ACHORD ROAD) FORMERLY A GRAVELED ROAD.  TURN
 BJ3930'LEFT AND GO NORTH ON ACHORD ROAD FOR 0.1 MILE TO THE STATION ON THE
 BJ3930'RIGHT.  TO REACH REFERENCE MARK 3
 BJ3930'FROM THE STATION GO NORTH ON ACHORD ROAD FOR 0.2 MILE TO THE MARK
 BJ3930'ON THE LEFT.
 BJ3930'
 BJ3930'THE STATION MARKS ARE STANDARD DISK STAMPED CLAY CUT 1970.  THE
 BJ3930'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 BJ3930'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 106 FEET
 BJ3930'NORTH-NORTHWEST OF THE CENTER OF A GRAVELED DRIVEWAY, 55 FEET
 BJ3930'EAST-SOUTHEAST OF THE CENTER OF A PAVED ROAD (ACHORD ROAD,
 BJ3930'FORMERLY A GRAVELED ROAD), 32 FEET SOUTHEAST OF A FENCE CORNER
 BJ3930'AND 15 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  THE
 BJ3930'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ3930'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ3930'
 BJ3930'REFERENCE MARK 1, A STANDARD DISK STAMPED CLAY CUT NO 1 1970, IS SET
 BJ3930'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3930'WITH THE GROUND SURFACE.  IT IS 53 FEET NORTHWEST OF THE NORTHWEST
 BJ3930'CORNER OF A BRICK HOUSE, 30 FEET WEST OF THE CENTER OF THE
 BJ3930'GRAVELED DRIVEWAY AND 1.2 FEET NORTHEAST OF A POWERLINE POLE.
 BJ3930'
 BJ3930'REFERENCE MARK 2, A STANDARD DISK STAMPED CLAY CUT NO 2 1970, IS SET
 BJ3930'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3930'WITH THE GROUND SURFACE.  IT IS 31 FEET EAST-SOUTHEAST OF THE
 BJ3930'CENTER OF ACHORD ROAD, FORMERLY THE GRAVELED ROAD, 31 FEET
 BJ3930'SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVELED DRIVEWAY, 10 FEET WEST
 BJ3930'OF A GAS METER AND 1 FOOT EAST-SOUTHEAST OF A FENCE.
 BJ3930'
 BJ3930'REFERENCE MARK 3, A STANDARD DISK STAMPED CLAY CUT NO 3 1970 1973, IS
 BJ3930'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ3930'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET WEST OF
 BJ3930'THE CENTER OF ACHORD ROAD, 3 FEET SOUTH OF A METAL WITNESS POST WITH
 BJ3930'SIGN AND 1 FOOT EAST OF A FENCE.
 BJ3930'
 BJ3930'THE DISTANCE AND DIRECTIONS CHECKED THE 1970 VALUES FAVORABLE.
 BJ3930'
 BJ3930'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BJ3930'
 BJ3930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 BJ3930'SOUTH-SOUTHWEST OF DENHAM.
 BJ3930
 BJ3930                          STATION RECOVERY (1987)
 BJ3930
 BJ3930'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3930'IN BATON ROUGE.
 BJ3930'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE, ABOUT 2.3 KM (1.45 MI)
 BJ3930'EAST ON TIGER BEND ROAD FROM THE JUNCTION OF TIGER BEND ROAD AND
 BJ3930'JONES CREEK ROAD TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT (NORTH) ON
 BJ3930'GRAVEL ROAD FOR 0.16 KM (0.1 MI) TO THE STATION ON THE RIGHT, 32.3
 BJ3930'METERS (106 FEET) NORTH-NORTHWEST OF A GRAVEL DRIVEWAY, 16.8 METERS
 BJ3930'(55 FEET) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD AND 9.8
 BJ3930'METERS (32 FEET) SOUTHEAST OF A T-FENCE CORNER.
 BJ3930'THE MARK IS 15.5 METERS  SSE FROM A WITNESS POST.
 BJ3930'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2032 ***********************************************************************
 BK2032  DESIGNATION -  CLEAR
 BK2032  PID         -  BK2032
 BK2032  STATE/COUNTY-  LA/AVOYELLES
 BK2032  USGS QUAD   -  MORROW (1972)
 BK2032
 BK2032                         *CURRENT SURVEY CONTROL
 BK2032  ___________________________________________________________________
 BK2032* NAD 83(1992)-  30 52 28.95836(N)    092 07 13.22049(W)     ADJUSTED  
 BK2032* NAVD 88     -        13.50   (+/-2cm)      44.3    (feet)  VERTCON   
 BK2032  ___________________________________________________________________
 BK2032  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK2032  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2032
 BK2032  HORZ ORDER  -  SECOND
 BK2032  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2032
 BK2032.The horizontal coordinates were established by classical geodetic methods
 BK2032.and adjusted by the National Geodetic Survey in January 1993..
 BK2032
 BK2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2032.The vertical order pertains to the NGVD 29 superseded value.
 BK2032
 BK2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2032
 BK2032.The geoid height was determined by GEOID03.
 BK2032
 BK2032;                    North         East     Units Scale Factor Converg.
 BK2032;SPC LA N     -    41,611.586 1,036,309.355   MT  1.00007901   +0 12 02.6
 BK2032;SPC LA N     -   136,520.68  3,399,958.28   sFT  1.00007901   +0 12 02.6
 BK2032;SPC LA S     -   263,491.713   924,736.956   MT  1.00004182   -0 23 36.6
 BK2032;SPC LA S     -   864,472.40  3,033,907.83   sFT  1.00004182   -0 23 36.6
 BK2032;UTM  15      - 3,416,048.129   584,088.938   MT  0.99968722   +0 27 05.2
 BK2032
 BK2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2032!SPC LA N     -   1.00000215  x   1.00007901  =   1.00008116
 BK2032!SPC LA S     -   1.00000215  x   1.00004182  =   1.00004397
 BK2032!UTM  15      -   1.00000215  x   0.99968722  =   0.99968937
 BK2032
 BK2032|---------------------------------------------------------------------|
 BK2032| PID    Reference Object                     Distance      Geod. Az  |
 BK2032|                                                           dddmmss.s |
 BK2032| BK2031 CLEAR RM 1                           18.171 METERS 05151     |
 BK2032| BK2029 CLEAR AZ MK                                        1454325.5 |
 BK2032| BK2030 CLEAR RM 2                           16.812 METERS 15656     |
 BK2032| BK2616 CLEAR LADH A POINT                   21.033 METERS 19048     |
 BK2032| BK2033 CLEAR AZ MK 2                                      3253225.1 |
 BK2032|---------------------------------------------------------------------|
 BK2032
 BK2032                          SUPERSEDED SURVEY CONTROL
 BK2032
 BK2032  NAD 83(1986)-  30 52 28.97849(N)    092 07 13.21612(W) AD(       ) 2
 BK2032  NAD 27      -  30 52 28.28109(N)    092 07 12.77380(W) AD(       ) 2
 BK2032  NGVD 29 (??/??/??)   13.479  (m)           44.22   (f) ADJUSTED    2 2
 BK2032
 BK2032.Superseded values are not recommended for survey control.
 BK2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2032.See file dsdata.txt to determine how the superseded data were derived.
 BK2032
 BK2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8408916048(NAD 83)
 BK2032_MARKER: DS = TRIANGULATION STATION DISK
 BK2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2032_SP_SET: CONCRETE POST
 BK2032_STAMPING: CLEAR 1969
 BK2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2032+STABILITY: SURFACE MOTION
 BK2032
 BK2032  HISTORY     - Date     Condition        Report By
 BK2032  HISTORY     - 1969     MONUMENTED       LADTD
 BK2032  HISTORY     - 1975     GOOD             LADTD
 BK2032
 BK2032                          STATION DESCRIPTION
 BK2032
 BK2032'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2032'THE STATION IS LOCATED 6.0 MILES SOUTHEAST OF BUNKIE AND 4.2
 BK2032'MILES NORTHWEST OF MORROW IN THE N/W 1/4 OF SECTION 24, T2S, R3E,
 BK2032'AND ON PROPERTY OWNED BY THE TEXAS AND PACIFIC RAILROAD.  IT IS
 BK2032'77.75 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 71, 19.70 FEET
 BK2032'SOUTHWEST OF WEST RAIL OF RAILROAD, 56.0 FEET NORTH OF A
 BK2032'TELEGRAPH POLE, 99.0 FEET SOUTHEAST OF A TELEGRAPH POLE AND 2.00
 BK2032'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 BK2032'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 BK2032'SURVEY DISK STAMPED CLEAR 1969, PROJECTING 2 INCHES.
 BK2032'
 BK2032'REFERENCE MARK NO. 1 IS 59.62 FEET NORTHEAST OF THE STATION.  IT
 BK2032'IS 2.20 FEET SOUTHWEST OF A FENCE ON EAST SIDE OF RAILROAD, 35.0
 BK2032'FEET NORTHEAST OF THE EAST RAIL OF RAILROAD, 98.0 FEET NORTHWEST
 BK2032'OF TELEGRAPH POLE NO. 5262.  IT IS A LOUISIANA DEPARTMENT OF
 BK2032'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BK2032'R.M. NO. 1 CLEAR 1969, PROJECTING 2 INCHES.
 BK2032'
 BK2032'REFERENCE MARK NO. 2 IS 55.15 FEET SOUTH OF THE STATION.  IT IS
 BK2032'4.00 FEET EAST OF A TELEGRAPH POLE, 30.30 FEET SOUTHWEST OF
 BK2032'WEST RAIL OF RAILROAD, 64.0 FEET NORTHWEST OF CULVERT UNDER
 BK2032'RAILROAD, 80.0 FEET NORTHWEST OF CENTER OF GRAVEL ROAD CROSSING
 BK2032'RAILROAD, 67.10 FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY
 BK2032'71.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 BK2032'AND GEODETIC SURVEY DISK STAMPED R.M. NO. 2 CLEAR 1969,
 BK2032'PROJECTING 2 INCHES.
 BK2032'
 BK2032'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 91.16
 BK2032'FEET.
 BK2032'
 BK2032'THE AZIMUTH MARK IS 0.20 MILE SOUTHEAST OF THE STATION.  IT IS
 BK2032'76.20 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 71, 27.60 FEET
 BK2032'NORTHEAST OF A TELEPHONE POLE, 33.0 FEET NORTH OF A TELEGRAPH
 BK2032'POLE, 21.0 FEET SOUTHWEST OF WEST RAIL OF RAILROAD, 24.0 FEET
 BK2032'SOUTH OF WEST END OF CULVERT UNDER RAILROAD, AND 1.80 FEET
 BK2032'NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BK2032'
 BK2032'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 BK2032'U.S. HIGHWAY 71 FOR 0.2 MILE.  MARK IS SET ON LEFT NEAR THE T
 BK2032'AND P RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2032'U.S. COAST AND GEODETIC SURVEY DISK STAMPED AZ.MK. CLEAR 1969,
 BK2032'PROJECTING 2 INCHES.
 BK2032'
 BK2032'AZIMUTH MARK 2 IS 0.25 MILE NORTHWEST OF THE STATION.  IT IS
 BK2032'73.0 FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 71, 49.0
 BK2032'FEET NORTH OF A TELEGRAPH POLE, 19.30 FEET SOUTHWEST OF A
 BK2032'RAILROAD CONTROL BOX ON A 2 FEET X 2 FEET CONCRETE BASE, 24.0
 BK2032'FEET WEST OF WEST RAIL ON RAILROAD, AND 2.00 FEET NORTHEAST OF
 BK2032'A WITNESS POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF
 BK2032'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BK2032'AZ.MK. NO. 2 CLEAR 1969, PROJECTING 2 INCHES.
 BK2032'
 BK2032'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTH ALONG
 BK2032'U.S. HIGHWAY 71 FOR 0.25 MILE.  MARK IS SET ON RIGHT NEAR
 BK2032'CONTROL BOX BY RAILROAD.
 BK2032'
 BK2032'TO REACH THE STATION FROM THE CITY LIMITS OF BUNKIE, DRIVE
 BK2032'SOUTH ALONG U.S. HIGHWAY 71 FOR 4.8 MILES.  STATION IS SET ON
 BK2032'THE LEFT NEAR THE T AND P RAILROAD AND A GRAVEL ROAD CROSSING
 BK2032'RAILROAD.
 BK2032
 BK2032                          STATION RECOVERY (1975)
 BK2032
 BK2032'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2032'3.9 MI NW FROM MORROW.
 BK2032'ABOUT 3.9 MILES NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE
 BK2032'HIGHWAY 107 AT MORROW, 78 FT EAST OF THE CENTERLINE OF US HIGHWAY 71,
 BK2032'20 FT WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 56 FT NORTH OF A
 BK2032'TELEGRAPH POLE, 99 FT SE OF A TELEGRAPH POLE, THIS STATION IS LOCATED
 BK2032'ABOUT 6 MILES SE OF BUNKIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2798 ***********************************************************************
 BX2798  DESIGNATION -  CLEAR
 BX2798  PID         -  BX2798
 BX2798  STATE/COUNTY-  LA/NATCHITOCHES
 BX2798  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2798
 BX2798                         *CURRENT SURVEY CONTROL
 BX2798  ___________________________________________________________________
 BX2798* NAD 83(1992)-  31 50 50.03378(N)    093 01 02.30198(W)     ADJUSTED  
 BX2798* NAVD 88     -        52.8    (meters)     173.     (feet)  VERTCON   
 BX2798  ___________________________________________________________________
 BX2798  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BX2798  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX2798
 BX2798  HORZ ORDER  -  FIRST
 BX2798
 BX2798.The horizontal coordinates were established by classical geodetic methods
 BX2798.and adjusted by the National Geodetic Survey in January 1993..
 BX2798
 BX2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2798
 BX2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2798
 BX2798.The geoid height was determined by GEOID03.
 BX2798
 BX2798;                    North         East     Units Scale Factor Converg.
 BX2798;SPC LA N     -   149,490.919   951,041.569   MT  0.99991549   -0 16 24.6
 BX2798;SPC LA N     -   490,454.79  3,120,208.88   sFT  0.99991549   -0 16 24.6
 BX2798;UTM  15      - 3,523,502.804   498,362.641   MT  0.99960003   -0 00 32.9
 BX2798
 BX2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2798!SPC LA N     -   0.99999579  x   0.99991549  =   0.99991128
 BX2798!UTM  15      -   0.99999579  x   0.99960003  =   0.99959583
 BX2798
 BX2798:                Primary Azimuth Mark                     Grid Az
 BX2798:SPC LA N     -  PLACID OIL CO STANDPIPE                  028 19 42.3
 BX2798:UTM  15      -  PLACID OIL CO STANDPIPE                  028 03 50.6
 BX2798
 BX2798|---------------------------------------------------------------------|
 BX2798| PID    Reference Object                     Distance      Geod. Az  |
 BX2798|                                                           dddmmss.s |
 BX2798| BX2785 PLACID OIL CO STANDPIPE             APPROX.11.7 KM 0280317.7 |
 BX2798| BX2784 PLACID OIL CO RAD TOW KFE 246       APPROX.11.9 KM 0282507.5 |
 BX2798| CV8267 CLEAR RM 1                           44.918 METERS 24420     |
 BX2798| BX2797 POINT                               APPROX. 8.4 KM 2583245.3 |
 BX2798| BX2788 CAMPTI MUNICIPAL TANK               APPROX.11.0 KM 2993810.5 |
 BX2798| CV8268 CLEAR RM 2                           34.382 METERS 34230     |
 BX2798| CV8266 CLEAR AZ MK                                        3551357.5 |
 BX2798|---------------------------------------------------------------------|
 BX2798
 BX2798                          SUPERSEDED SURVEY CONTROL
 BX2798
 BX2798  NAD 83(1986)-  31 50 50.04850(N)    093 01 02.29371(W) AD(       ) 1
 BX2798  NAD 27      -  31 50 49.46028(N)    093 01 01.71675(W) AD(       ) 1
 BX2798  NGVD 29 (07/19/86)   52.8    (m)          173.     (f) VERT ANG       
 BX2798
 BX2798.Superseded values are not recommended for survey control.
 BX2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2798.See file dsdata.txt to determine how the superseded data were derived.
 BX2798
 BX2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9836323503(NAD 83)
 BX2798_MARKER: DS = TRIANGULATION STATION DISK
 BX2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2798
 BX2798  HISTORY     - Date     Condition        Report By
 BX2798  HISTORY     - 1969     MONUMENTED       CGS
 BX2798
 BX2798                          STATION DESCRIPTION
 BX2798
 BX2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2798'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF CAMPTI,
 BX2798'1-3/4 MILES NORTH-NORTHEAST OF CLARENCE AND 1/2 MILE WEST OF
 BX2798'CLEAR LAKE, ON LAND OWNED BY THE URANIA LUMBER COMPANY.
 BX2798'
 BX2798'TO REACH THE STATION FROM THE POST OFFICE IN CLARENCE, GO NORTH
 BX2798'ON U.S. HIGHWAY 71 FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 BX2798'84.  TURN RIGHT AND GO EAST ON HIGHWAY 84 FOR 0.1 MILE TO A
 BX2798'CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.15 MILE
 BX2798'TO A SIDE ROAD LEFT.  CONTINUE NORTH ON THE PAVED ROAD FOR 2.2
 BX2798'MILES TO A GRAVELED ROAD ON THE RIGHT WHERE THE PAVED ROAD
 BX2798'CURVES TO THE LEFT, WEST.  TURN RIGHT AND GO NORTHEAST ON THE
 BX2798'GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 BX2798'
 BX2798'THE STATION MARK IS A STANDARD DISK STAMPED CLEAR 1969, SET IN
 BX2798'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2798'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 91 FEET SOUTHEAST
 BX2798'OF THE CENTER OF THE GRAVELED ROAD, 36 FEET SOUTHWEST OF A 24-INCH
 BX2798'PINE TREE WITH A TRIANGLE BLAZED ON IT AND 2.3 FEET SOUTHWEST
 BX2798'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BX2798'
 BX2798'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLEAR NO 1 1969,
 BX2798'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2798'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 91 FEET SOUTH OF THE
 BX2798'CENTER OF THE GRAVELED ROAD, 49 FEET NORTH OF A 24-INCH PINE
 BX2798'TREE AND 25 FEET WEST-NORTHWEST OF A 24-INCH PINE TREE.
 BX2798'
 BX2798'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLEAR NO 2 1969, SET
 BX2798'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2798'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 29 FEET SOUTHWEST OF
 BX2798'A 20-INCH PINE TREE, 28 FEET SOUTHEAST OF A 20-INCH PINE TREE
 BX2798'AND 23 FEET NORTH-NORTHWEST OF THE CENTER OF THE GRAVELED ROAD.
 BX2798'
 BX2798'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLEAR 1969, SET
 BX2798'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2798'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 30 FEET EAST OF THE
 BX2798'CENTER OF THE PAVED ROAD, 24.6 FEET NORTH OF A POWER POLE AND
 BX2798'2 FEET SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2798'
 BX2798'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE
 BX2798'GRAVELED ROAD FOR 0.05 MILE TO THE PAVED ROAD.  TURN RIGHT AND
 BX2798'FOLLOW THE PAVED ROAD NORTHERLY FOR 0.1 MILE TO THE AZIMUTH
 BX2798'MARK ON THE RIGHT.
 BX2798'
 BX2798'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2029 ***********************************************************************
 BK2029  DESIGNATION -  CLEAR AZ MK
 BK2029  PID         -  BK2029
 BK2029  STATE/COUNTY-  LA/AVOYELLES
 BK2029  USGS QUAD   -  MORROW (1972)
 BK2029
 BK2029                         *CURRENT SURVEY CONTROL
 BK2029  ___________________________________________________________________
 BK2029* NAD 83(1986)-  30 52 12.     (N)    092 07 00.     (W)     SCALED    
 BK2029* NAVD 88     -        13.40   (+/-2cm)      44.0    (feet)  VERTCON   
 BK2029  ___________________________________________________________________
 BK2029  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2029
 BK2029  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2029
 BK2029.The horizontal coordinates were scaled from a topographic map and have
 BK2029.an estimated accuracy of +/- 6 seconds.
 BK2029
 BK2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2029.The vertical order pertains to the NGVD 29 superseded value.
 BK2029
 BK2029.The geoid height was determined by GEOID03.
 BK2029
 BK2029;                    North         East    Units  Estimated Accuracy
 BK2029;SPC LA N     -    41,090.    1,036,660.      MT  (+/- 180 meters Scaled)
 BK2029
 BK2029                          SUPERSEDED SURVEY CONTROL
 BK2029
 BK2029  NGVD 29 (??/??/??)   13.374  (m)           43.88   (f) ADJUSTED    2 2
 BK2029
 BK2029.Superseded values are not recommended for survey control.
 BK2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2029.See file dsdata.txt to determine how the superseded data were derived.
 BK2029
 BK2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ844155(NAD 83)
 BK2029_MARKER: DZ = AZIMUTH MARK DISK
 BK2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2029_SP_SET: CONCRETE POST
 BK2029_STAMPING: CLEAR AZ 1969
 BK2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2029+STABILITY: SURFACE MOTION
 BK2029
 BK2029  HISTORY     - Date     Condition        Report By
 BK2029  HISTORY     - 1969     MONUMENTED       CGS
 BK2029  HISTORY     - 1975     GOOD             LADTD
 BK2029
 BK2029                          STATION DESCRIPTION
 BK2029
 BK2029'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2029'3.5 MI NW FROM MORROW.
 BK2029'ABOUT 3.5 MI NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE HIGHWAY
 BK2029'107 AT MORROW, 76 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 33 FT
 BK2029'NORTH OF A TELEGRAPH POLE, 24 FT WEST OF THE WEST END OF A CULVERT
 BK2029'UNDER THE RAILROAD, THIS MARKER IS LOCATED TWO TELEGRAPH POLES SE OF
 BK2029'THE RAILROAD MILE POST NO 156.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2033 ***********************************************************************
 BK2033  DESIGNATION -  CLEAR AZ MK 2
 BK2033  PID         -  BK2033
 BK2033  STATE/COUNTY-  LA/AVOYELLES
 BK2033  USGS QUAD   -  COTTONPORT (1993)
 BK2033
 BK2033                         *CURRENT SURVEY CONTROL
 BK2033  ___________________________________________________________________
 BK2033* NAD 83(1986)-  30 52 41.     (N)    092 07 22.     (W)     SCALED    
 BK2033* NAVD 88     -        13.36   (+/-2cm)      43.8    (feet)  VERTCON   
 BK2033  ___________________________________________________________________
 BK2033  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2033
 BK2033  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2033
 BK2033.The horizontal coordinates were scaled from a topographic map and have
 BK2033.an estimated accuracy of +/- 6 seconds.
 BK2033
 BK2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2033.The vertical order pertains to the NGVD 29 superseded value.
 BK2033
 BK2033.The geoid height was determined by GEOID03.
 BK2033
 BK2033;                    North         East    Units  Estimated Accuracy
 BK2033;SPC LA N     -    41,980.    1,036,080.      MT  (+/- 180 meters Scaled)
 BK2033
 BK2033                          SUPERSEDED SURVEY CONTROL
 BK2033
 BK2033  NGVD 29 (??/??/??)   13.341  (m)           43.77   (f) ADJUSTED    2 2
 BK2033
 BK2033.Superseded values are not recommended for survey control.
 BK2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2033.See file dsdata.txt to determine how the superseded data were derived.
 BK2033
 BK2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ838164(NAD 83)
 BK2033_MARKER: DZ = AZIMUTH MARK DISK
 BK2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2033_SP_SET: CONCRETE POST
 BK2033_STAMPING: CLEAR AZ NO 2 1969
 BK2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2033+STABILITY: SURFACE MOTION
 BK2033
 BK2033  HISTORY     - Date     Condition        Report By
 BK2033  HISTORY     - 1969     MONUMENTED       LADH
 BK2033  HISTORY     - 1975     GOOD             LADTD
 BK2033
 BK2033                          STATION DESCRIPTION
 BK2033
 BK2033'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2033'4.1 MI NW FROM MORROW.
 BK2033'ABOUT 4.1 MILES NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE
 BK2033'HIGHWAY 107 AT MORROW, 73 FT NE OF THE CENTERLINE OF US HIGHWAY 71,
 BK2033'49 FT NORTH OF A TELEGRAPH POLE, 19 FT SW OF A RAILROAD CONTROLL BOX
 BK2033'ON A 2 FT X 2 FT CONCRETE BASE, 24 FT WEST OF THE WEST RAIL OF THE
 BK2033'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2031 ***********************************************************************
 BK2031  DESIGNATION -  CLEAR RM 1
 BK2031  PID         -  BK2031
 BK2031  STATE/COUNTY-  LA/AVOYELLES
 BK2031  USGS QUAD   -  MORROW (1972)
 BK2031
 BK2031                         *CURRENT SURVEY CONTROL
 BK2031  ___________________________________________________________________
 BK2031* NAD 83(1986)-  30 52 29.     (N)    092 07 12.     (W)     SCALED    
 BK2031* NAVD 88     -        13.54   (+/-2cm)      44.4    (feet)  VERTCON   
 BK2031  ___________________________________________________________________
 BK2031  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2031
 BK2031  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2031
 BK2031.The horizontal coordinates were scaled from a topographic map and have
 BK2031.an estimated accuracy of +/- 6 seconds.
 BK2031
 BK2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2031.The vertical order pertains to the NGVD 29 superseded value.
 BK2031
 BK2031.The geoid height was determined by GEOID03.
 BK2031
 BK2031;                    North         East    Units  Estimated Accuracy
 BK2031;SPC LA N     -    41,610.    1,036,340.      MT  (+/- 180 meters Scaled)
 BK2031
 BK2031                          SUPERSEDED SURVEY CONTROL
 BK2031
 BK2031  NGVD 29 (??/??/??)   13.522  (m)           44.36   (f) ADJUSTED    2 2
 BK2031
 BK2031.Superseded values are not recommended for survey control.
 BK2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2031.See file dsdata.txt to determine how the superseded data were derived.
 BK2031
 BK2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ841160(NAD 83)
 BK2031_MARKER: DR = REFERENCE MARK DISK
 BK2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2031_SP_SET: CONCRETE POST
 BK2031_STAMPING: CLEAR NO 1 1969
 BK2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2031+STABILITY: SURFACE MOTION
 BK2031
 BK2031  HISTORY     - Date     Condition        Report By
 BK2031  HISTORY     - 1969     MONUMENTED       LADH
 BK2031  HISTORY     - 1975     GOOD             LADTD
 BK2031
 BK2031                          STATION DESCRIPTION
 BK2031
 BK2031'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2031'3.9 MI NW FROM MORROW.
 BK2031'ABOUT 3.9 MILES NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE
 BK2031'HIGHWAY 107 AT MORROW, 60 FT NE OF TRIANGULATION STATION CLEAR, 2 FT
 BK2031'SW OF A FENCE ON EAST SIDE OF RAILROAD, 35 FT NE OF THE EAST RAIL OF
 BK2031'THE RAILROAD TRACK, 98 FT NW OF TELEGRAPH POLE 5262.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2030 ***********************************************************************
 BK2030  DESIGNATION -  CLEAR RM 2
 BK2030  PID         -  BK2030
 BK2030  STATE/COUNTY-  LA/AVOYELLES
 BK2030  USGS QUAD   -  MORROW (1972)
 BK2030
 BK2030                         *CURRENT SURVEY CONTROL
 BK2030  ___________________________________________________________________
 BK2030* NAD 83(1986)-  30 52 29.     (N)    092 07 12.     (W)     SCALED    
 BK2030* NAVD 88     -        13.47   (+/-2cm)      44.2    (feet)  VERTCON   
 BK2030  ___________________________________________________________________
 BK2030  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2030
 BK2030  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2030
 BK2030.The horizontal coordinates were scaled from a topographic map and have
 BK2030.an estimated accuracy of +/- 6 seconds.
 BK2030
 BK2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2030.The vertical order pertains to the NGVD 29 superseded value.
 BK2030
 BK2030.The geoid height was determined by GEOID03.
 BK2030
 BK2030;                    North         East    Units  Estimated Accuracy
 BK2030;SPC LA N     -    41,610.    1,036,340.      MT  (+/- 180 meters Scaled)
 BK2030
 BK2030                          SUPERSEDED SURVEY CONTROL
 BK2030
 BK2030  NGVD 29 (??/??/??)   13.444  (m)           44.11   (f) ADJUSTED    2 2
 BK2030
 BK2030.Superseded values are not recommended for survey control.
 BK2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2030.See file dsdata.txt to determine how the superseded data were derived.
 BK2030
 BK2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ841160(NAD 83)
 BK2030_MARKER: DR = REFERENCE MARK DISK
 BK2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2030_SP_SET: CONCRETE POST
 BK2030_STAMPING: CLEAR NO 2 1969
 BK2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2030+STABILITY: SURFACE MOTION
 BK2030
 BK2030  HISTORY     - Date     Condition        Report By
 BK2030  HISTORY     - 1969     MONUMENTED       LADH
 BK2030  HISTORY     - 1975     GOOD             LADTD
 BK2030
 BK2030                          STATION DESCRIPTION
 BK2030
 BK2030'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2030'3.9 MI NW FROM MORROW.
 BK2030'ABOUT 3.9 MILES NW ALONG US HIGHWAY 71 FROM THE JUNCTION OF STATE
 BK2030'HIGHWAY 107, 67 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 55 FT SOUTH
 BK2030'OF TRIANGULATION STATION CLEAR, 4 FT EAST OF A TELEGRAPH POLE, 30 FT
 BK2030'WEST OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACK, 64 FT
 BK2030'NW OF A CULVERT UNDER THE RAILROAD, 80 FT NW OF THE CENTERLINE OF A
 BK2030'GRAVELED ROAD CROSSING THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4201 ***********************************************************************
 BJ4201  DESIGNATION -  CLEVELAND
 BJ4201  PID         -  BJ4201
 BJ4201  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4201  USGS QUAD   -  CHESBROUGH (1983)
 BJ4201
 BJ4201                         *CURRENT SURVEY CONTROL
 BJ4201  ___________________________________________________________________
 BJ4201* NAD 83(1992)-  30 45 09.63149(N)    090 27 15.88604(W)     ADJUSTED  
 BJ4201* NAVD 88     -        64.7    (meters)     212.     (feet)  VERTCON   
 BJ4201  ___________________________________________________________________
 BJ4201  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4201  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4201
 BJ4201  HORZ ORDER  -  FIRST
 BJ4201
 BJ4201.The horizontal coordinates were established by classical geodetic methods
 BJ4201.and adjusted by the National Geodetic Survey in May 1994..
 BJ4201
 BJ4201.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4201
 BJ4201.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4201
 BJ4201.The geoid height was determined by GEOID03.
 BJ4201
 BJ4201;                    North         East     Units Scale Factor Converg.
 BJ4201;SPC LA S     -   250,026.059 1,084,156.672   MT  1.00001163   +0 26 22.1
 BJ4201;SPC LA S     -   820,293.83  3,556,937.35   sFT  1.00001163   +0 26 22.1
 BJ4201;UTM  15      - 3,404,961.786   743,680.652   MT  1.00033256   +1 18 08.2
 BJ4201
 BJ4201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4201!SPC LA S     -   0.99999412  x   1.00001163  =   1.00000575
 BJ4201!UTM  15      -   0.99999412  x   1.00033256  =   1.00032668
 BJ4201
 BJ4201|---------------------------------------------------------------------|
 BJ4201| PID    Reference Object                     Distance      Geod. Az  |
 BJ4201|                                                           dddmmss.s |
 BJ4201| CW1230 CLEVELAND RM 3                       25.391 METERS 03636     |
 BJ4201| CW1228 CLEVELAND RM 1                       30.623 METERS 08742     |
 BJ4201| CW1231 CLEVELAND RM 5                       30.782 METERS 16453     |
 BJ4201| CW1229 CLEVELAND RM 2                       34.470 METERS 18355     |
 BJ4201| BJ4190 INDEPENDENCE MUNICIPAL TANK         APPROX.13.7 KM 1982736.2 |
 BJ4201| CW1227 CLEVELAND AZ MK 2                                  2195547.0 |
 BJ4201| CW1226 CLEVELAND AZ MK                                    2230402.8 |
 BJ4201| BJ4560 ROSELAND LUMBER MILL TANK           APPROX. 5.6 KM 2831732.4 |
 BJ4201|---------------------------------------------------------------------|
 BJ4201
 BJ4201                          SUPERSEDED SURVEY CONTROL
 BJ4201
 BJ4201  NAD 83(1992)-  30 45 09.63352(N)    090 27 15.88503(W) AD(       ) 1
 BJ4201  NAD 83(1986)-  30 45 09.64603(N)    090 27 15.88284(W) AD(       ) 1
 BJ4201  NAD 27      -  30 45 08.97846(N)    090 27 15.55253(W) AD(       ) 1
 BJ4201  NGVD 29 (07/19/86)   64.7    (m)          212.     (f) VERT ANG       
 BJ4201
 BJ4201.Superseded values are not recommended for survey control.
 BJ4201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4201.See file dsdata.txt to determine how the superseded data were derived.
 BJ4201
 BJ4201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4368104962(NAD 83)
 BJ4201_MARKER: DS = TRIANGULATION STATION DISK
 BJ4201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4201
 BJ4201  HISTORY     - Date     Condition        Report By
 BJ4201  HISTORY     - 1939     MONUMENTED       CGS
 BJ4201  HISTORY     - 1954     GOOD             CGS
 BJ4201  HISTORY     - 1970     GOOD             NGS
 BJ4201
 BJ4201                          STATION DESCRIPTION
 BJ4201
 BJ4201'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4201'THE STATION IS LOCATED 4 MILES, AIRLINE, NE OF AMITE AND
 BJ4201'2-1/2 MILES E OF THE TANGIPAHOA RIVER.  IN SECTION 25, T 3 S,
 BJ4201'R 7 E.  ON LAND OCCUPIED BY MRS. MAYBELL CLEVELAND.  83 FEET
 BJ4201'E OF THE E CORNER OF THE HOUSE.  47 FEET NW OF THE CENTER
 BJ4201'LINE OF A GRAVELED HIGHWAY.  AND 15 FEET NE OF THE NE FENCE
 BJ4201'AROUND THE HOUSE YARD.  THE MARK PROJECTS
 BJ4201'2 INCHES ABOVE GROUND, AND IS STAMPED CLEVELAND 1939.
 BJ4201'
 BJ4201'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4201'DISKS SET IN CONCRETE.
 BJ4201'
 BJ4201'REFERENCE MARK NO. 1 IS LOCATED 100.47 FEET E OF THE STATION
 BJ4201'AND 28 FEET SE OF THE CENTER LINE OF THE ROAD.  THE MARK,
 BJ4201'PROJECTS 4 INCHES ABOVE GROUND AND IS STAMPED
 BJ4201'CLEVELAND NO. 1 1939.
 BJ4201'
 BJ4201'REFERENCE MARK NO. 2 IS LOCATED 113.09 FEET SSE OF THE STATION.
 BJ4201'27 FEET SE OF THE CENTER LINE OF THE ROAD.  AND OPPOSITE
 BJ4201'THE CLEVELAND HOUSE.  THE MARK PROJECTS 4 INCHES
 BJ4201'ABOVE GROUND AND IS STAMPED CLEVELAND NO. 2 1939.
 BJ4201'
 BJ4201'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SSW OF THE STATION.
 BJ4201'IN A SE ROAD BANK.  6 FEET SE OF THE GRADE CUT.  AND 24 FEET
 BJ4201'SE OF THE CENTER LINE OF THE ROAD.  THE MARK
 BJ4201'PROJECTS 4 INCHES ABOVE GROUND AND IS STAMPED CLEVELAND 1939.
 BJ4201'
 BJ4201'A 90-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 BJ4201'
 BJ4201'TO REACH THE STATION FROM THE SECOND STREET S OF THE RAILROAD
 BJ4201'STATION IN AMITE, DRIVE E ON LOUISIANA HIGHWAY 35 FOR 1.5
 BJ4201'MILES TO A BRIDGE OVER THE TANGIPAHOA RIVER.  CONTINUE E
 BJ4201'ON HIGHWAY 35 FOR 0.55 MILE TO A GRAVEL SIDE ROAD TO THE
 BJ4201'LEFT.  TURN LEFT AND FOLLOW MAIN, GRAVELED, ROAD N AND NE
 BJ4201'FOR 2.15 MILES TO MRS. CLEVELANDS HOUSE AND THE STATION ON
 BJ4201'THE LEFT SIDE OF THE ROAD, AT THE TOP OF A HILL.
 BJ4201'
 BJ4201'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4201
 BJ4201                          STATION RECOVERY (1954)
 BJ4201
 BJ4201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4201'THE STATION WAS VISITED, AND THE STATION MARK WAS FOUND IN
 BJ4201'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED, AND
 BJ4201'THE DISK WAS RECLAIMED.  REFERENCE MARK 2 COULD NOT BE
 BJ4201'FOUND AT THIS DATE.  THIS MARK WAS NO DOUBT DESTROYED WHEN
 BJ4201'THE RIGHT-OF-WAY WAS CLEARED WITH A BULLDOZER.  THE AZIMUTH
 BJ4201'MARK WAS FOUND IN GOOD CONDITION.  IT IS OBSTRUCTED FROM
 BJ4201'THE STATION BY A GARAGE BUILT ON LINE.  IT MAY BE DESTROYED
 BJ4201'IN THE CONSTRUCTION OF THE ROAD BUT COULD NOT BE RESET AT
 BJ4201'THIS DATE AS IT WAS NOT VISIBLE FROM THE STATION.  THE HOUSE
 BJ4201'OWNED BY MRS. CLEVELAND HAS BEEN TORN DOWN, AND A NEW ONE
 BJ4201'BUILT BY MR. ROBERT CORTNEY HAS BEEN BUILT ABOUT 75 FT. W
 BJ4201'OF THE OLD SITE.  THE STATION IS NOW ON LAND OWNED BY MR.
 BJ4201'H.H. BEL.  A NEW DESCRIPTION FOLLOWS--
 BJ4201'
 BJ4201'THE STATION IS LOCATED ABOUT 4 MI. (AIRLINE) NE OF AMITE,
 BJ4201'ON THE W SIDE OF STATE ROAD 1261, 147 FT. S OF THE S CORNER
 BJ4201'OF MR. BELS HOUSE, AND IN THE SE CORNER OF THE YARD.  IT
 BJ4201'IS 15 FT. NE OF A FENCE CORNER, 2 FT. NW OF A FENCE LINE, AND
 BJ4201'47 FT. NW OF THE CENTERLINE OF STATE ROAD 1261.  IT IS A STANDARD
 BJ4201'DISK, STAMPED CLEVELAND 1939 AND IS FLUSH WITH THE SURFACE
 BJ4201'OF THE GROUND.
 BJ4201'
 BJ4201'REFERENCE MARK 3 IS 88.31 FT. N-NE OF THE STATION, IN THE
 BJ4201'E FENCE LINE OF THE BEL YARD, 1 FT. W OF THE FENCE LINE,
 BJ4201'8 FT. W OF THE DRIVEWAY TO THE BEL HOUSE, AND 45 FT. NW OF
 BJ4201'THE CENTERLINE OF STATE ROAD 1261.  IT IS A STANDARD DISK,
 BJ4201'STAMPED CLEVELAND NO 3 1939 AND PROJECTS 2 IN.
 BJ4201'
 BJ4201'REFERENCE MARK 4 IS 87.85 FT. W-SW OF THE STATION, 86 FT.
 BJ4201'SW OF A FENCE CORNER, 114 FT. SE OF THE S CORNER OF THE
 BJ4201'BEL HOUSE, AND AT THE EIGHTH FENCE POST SW OF A FENCE CORNER.
 BJ4201'IT IS A STANDARD DISK, STAMPED CLEVELAND NO 4 1939 AND PROJECTS
 BJ4201'2 IN.
 BJ4201'
 BJ4201'THE AZIMUTH MARK IS 0.3 MI. S-SW OF THE STATION, 24 FT. SE
 BJ4201'OF THE CENTERLINE OF STATE ROAD 1261, AND 8 FT. SE OF THE
 BJ4201'ROAD BANK.  IT IS A STANDARD DISK, STAMPED CLEVELAND 1939
 BJ4201'AND PROJECTS 4 IN.
 BJ4201'
 BJ4201'TO REACH THE STATION FROM THE SECOND STREET S OF THE RAILROAD
 BJ4201'STATION IN AMITE, GO E ON STATE HIGHWAY 35 FOR 1.5 MI. TO
 BJ4201'THE BRIDGE OVER TANGIPAHOA RIVER, CONTINUE E FOR 0.55 MI.
 BJ4201'TO A SIDE ROAD LEFT.  TURN LEFT AND GO 1.85 MI. ON STATE
 BJ4201'ROAD 1261 TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR
 BJ4201'0.3 MI. TO THE STATION ON THE LEFT AS DESCRIBED.
 BJ4201
 BJ4201                          STATION RECOVERY (1970)
 BJ4201
 BJ4201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGR)
 BJ4201'NO MEASUREMENT BETWEEN RM 3 AND RM 5 BECAUSE OF FENCE AND TREES ON
 BJ4201'LINE.
 BJ4201'
 BJ4201'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 BJ4201'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 4 WAS
 BJ4201'NOT USED AS IT IS OBSTRUCTED BY TREES.  A REFERENCE MARK 5 AND A
 BJ4201'NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A DIFFERENCE OF 5
 BJ4201'FEET OR 1.525 METERS SHORTER MEASUREMENT TO REFERENCE MARK 3 WAS
 BJ4201'FOUND.  A NEW DESCRIPTION FOLLOWS.
 BJ4201'
 BJ4201'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF AMITE AND 3-1/2 MILES
 BJ4201'EAST-SOUTHEAST OF ROSELAND ON THE WEST SIDE OF STATE HIGHWAY 1054
 BJ4201'AND IN THE SOUTHEAST CORNER OF PROPERTY OWNED BY MRS. MARGARET BEL.
 BJ4201'
 BJ4201'TO REACH THE STATION FROM THE JUNCTION WITH US HIGHWAY 51 AND STATE
 BJ4201'HIGHWAY 16 IN AMITE, GO EAST ON STATE HIGHWAY 16 FOR 1.5 MILES TO A
 BJ4201'BRIDGE OVER TANGIPAHOA RIVER.  CONTINUE EAST ON STATE HIGHWAY 16
 BJ4201'FOR 0.6 MILE TO A SIDE ROAD LEFT (STATE HIGHWAY 1054).  TURN LEFT
 BJ4201'AND GO NORTH ON STATE HIGHWAY 1054 FOR 2.1 MILES TO THE AZIMUTH
 BJ4201'MARK ON THE RIGHT.  CONTINUE NORTHERLY ON STATE HIGHWAY 1054 FOR
 BJ4201'0.2 MILE TO THE STATION ON THE LEFT.
 BJ4201'
 BJ4201'THE STATION MARK IS A STANDARD DISK, STAMPED CLEVELAND 1939, SET IN
 BJ4201'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4201'SURFACE OF THE GROUND.  IT IS 43 FEET WEST OF THE CENTERLINE OF
 BJ4201'STATE HIGHWAY 1054, 15 FEET NORTH OF A FENCE CORNER, 9.5 FEET
 BJ4201'NORTHEAST OF A 16-INCH PINE TREE AND 2 FEET WEST OF A METAL WITNESS
 BJ4201'POST WITH A SIGN ATTACHED AND SET IN A FENCE LINE.
 BJ4201'
 BJ4201'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CLEVELAND NO 3 1939, SET
 BJ4201'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4201'2 INCHES.  IT IS 46 FEET WEST OF THE CENTER OF STATE HIGHWAY 1054
 BJ4201'AND 10 FEET SOUTH OF A GRAVELED DRIVEWAY.
 BJ4201'
 BJ4201'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CLEVELAND NO 4 1939, SET
 BJ4201'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4201'1 INCH.  IT IS 55 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 BJ4201'BRICK HOUSE, 3 FEET WEST-SOUTHWEST OF AN 18-INCH PINE TREE AND 1
 BJ4201'FOOT NORTH OF A FENCE.
 BJ4201'
 BJ4201'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED CLEVELAND NO 5 1939
 BJ4201'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4201'PROJECTS 5 INCHES.  IT IS 64 FEET NORTH-NORTHEAST OF A
 BJ4201'POWERLINE POLE, 41 FEET EAST OF THE CENTER OF STATE HIGHWAY 1054 AND
 BJ4201'1 FOOT WEST OF A FENCE.
 BJ4201'
 BJ4201'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLEVELAND 1939 1970, SET
 BJ4201'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4201'4 INCHES.  IT IS 38 FEET EAST-SOUTHEAST OF THE CENTER OF STATE
 BJ4201'HIGHWAY 1054, 2.6 FEET NORTHWEST OF A FENCE, 2.5 FEET EAST OF A FENCE
 BJ4201'AND 2.3 FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4201'
 BJ4201'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4201'
 BJ4201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 BJ4201'NORTHEAST OF AMITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2925 ***********************************************************************
 AU2925  DESIGNATION -  CLINT CS 1955
 AU2925  PID         -  AU2925
 AU2925  STATE/COUNTY-  LA/LAFOURCHE
 AU2925  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2925
 AU2925                         *CURRENT SURVEY CONTROL
 AU2925  ___________________________________________________________________
 AU2925* NAD 83(1992)-  29 17 38.37999(N)    090 06 20.30034(W)     ADJUSTED  
 AU2925* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2925  **This station is located in a subsidence area (see below).
 AU2925  ___________________________________________________________________
 AU2925  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AU2925  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AU2925
 AU2925  HORZ ORDER  -  THIRD
 AU2925
 AU2925.The horizontal coordinates were established by classical geodetic methods
 AU2925.and adjusted by the National Geodetic Survey in January 1993..
 AU2925
 AU2925 ** The orthometric height has not been validated since last determined
 AU2925 ** by differential leveling and should not be used for control purposes.
 AU2925 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2925 ** area with valid NAVD 88 orthometric heights.
 AU2925 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2925 ** epoch indicated which incorporates improved geoid heights for the
 AU2925 ** Southern Louisiana Subsidence area.
 AU2925 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2925.The orthometric height was scaled from a topographic map.
 AU2925
 AU2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2925
 AU2925.The geoid height was determined by GEOID03.
 AU2925
 AU2925;                    North         East     Units Scale Factor Converg.
 AU2925;SPC LA S     -    88,650.990 1,119,282.995   MT  1.00000128   +0 36 49.9
 AU2925;SPC LA S     -   290,849.12  3,672,180.96   sFT  1.00000128   +0 36 49.9
 AU2925;UTM  15      - 3,244,035.155   781,171.923   MT  1.00057565   +1 25 01.6
 AU2925
 AU2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2925!SPC LA S     -   1.00000379  x   1.00000128  =   1.00000507
 AU2925!UTM  15      -   1.00000379  x   1.00057565  =   1.00057945
 AU2925
 AU2925                          SUPERSEDED SURVEY CONTROL
 AU2925
 AU2925  NAD 83(1986)-  29 17 38.39480(N)    090 06 20.30975(W) AD(       ) 3
 AU2925  NAD 27      -  29 17 37.58000(N)    090 06 20.03500(W) AD(       ) 3
 AU2925
 AU2925.Superseded values are not recommended for survey control.
 AU2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2925.See file dsdata.txt to determine how the superseded data were derived.
 AU2925
 AU2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8117244035(NAD 83)
 AU2925_MARKER: B = BOLT
 AU2925_SETTING: 0 = UNSPECIFIED SETTING
 AU2925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2925
 AU2925  HISTORY     - Date     Condition        Report By
 AU2925  HISTORY     - 1955     MONUMENTED       CITGO
 AU2925
 AU2925                          STATION DESCRIPTION
 AU2925
 AU2925'DESCRIBED BY CITIES SERVICE COMPANY 1955
 AU2925'CITIES SERVICE OIL CO. TRIANGULATION STATION CLINT 1955 STAMPED
 AU2925'ON 1 SG BRASS BOLT WHICH IS SET IN TOP OF A 6 IN CONC. MON.
 AU2925'USING A STOVE PIPE AS A FORM PROJECTING ABOUT 6 IN.  THIS MON.
 AU2925'IS SET IN MARSH ON THE SOUTH END OF A PENINSULA IN THE EAST
 AU2925'SIDE OF BAY VASIER.  IT IS 85 FT S TO WATERS EDGE - 110 FT
 AU2925'S.E. TO POINT - 151 FT S.W. TO CENTERLINE ROUNDED POINT - 150 FT
 AU2925'WEST TO SMALL INDENTATION IN SHORE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4682 ***********************************************************************
 BJ4682  DESIGNATION -  CLINTON ATT MICROWAVE
 BJ4682  PID         -  BJ4682
 BJ4682  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4682  USGS QUAD   -  CLINTON (1994)
 BJ4682
 BJ4682                         *CURRENT SURVEY CONTROL
 BJ4682  ___________________________________________________________________
 BJ4682* NAD 83(1992)-  30 51 20.41241(N)    091 05 00.62326(W)     ADJUSTED  
 BJ4682* NAVD 88     -                                                        
 BJ4682  ___________________________________________________________________
 BJ4682  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BJ4682  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4682
 BJ4682  HORZ ORDER  -  THIRD
 BJ4682
 BJ4682.The horizontal coordinates were established by classical geodetic methods
 BJ4682.and adjusted by the National Geodetic Survey in May 1994..
 BJ4682
 BJ4682
 BJ4682.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4682
 BJ4682.The geoid height was determined by GEOID03.
 BJ4682
 BJ4682;                    North         East     Units Scale Factor Converg.
 BJ4682;SPC LA S     -   261,148.251 1,023,896.252   MT  1.00003681   +0 07 29.7
 BJ4682;SPC LA S     -   856,783.89  3,359,232.95   sFT  1.00003681   +0 07 29.7
 BJ4682;UTM  15      - 3,415,178.968   683,251.386   MT  1.00001425   +0 58 59.5
 BJ4682
 BJ4682                          SUPERSEDED SURVEY CONTROL
 BJ4682
 BJ4682  NAD 83(1992)-  30 51 20.41522(N)    091 05 00.62407(W) AD(       ) 4
 BJ4682  NAD 83(1986)-  30 51 20.42978(N)    091 05 00.61897(W) AD(       ) 4
 BJ4682  NAD 27      -  30 51 19.77728(N)    091 05 00.23591(W) AD(       ) 3
 BJ4682
 BJ4682.Superseded values are not recommended for survey control.
 BJ4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4682.See file dsdata.txt to determine how the superseded data were derived.
 BJ4682
 BJ4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8325115179(NAD 83)
 BJ4682_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 BJ4682
 BJ4682  HISTORY     - Date     Condition        Report By
 BJ4682  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4682
 BJ4682                          STATION DESCRIPTION
 BJ4682
 BJ4682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4682'THE CLINTON AMERICAN TELEPHONE AND TELEGRAPH CO. MICROWAVE KLD 56 IS
 BJ4682'LOCATED ABOUT 4-1/2 MILES WEST OF CLINTON AND 7-1/2 MILES EAST OF
 BJ4682'JACKSON ON THE SOUTH SIDE OF STATE HIGHWAY 10.  IT IS A FOUR-LEGGED
 BJ4682'STEEL STRUCTURE WITH FOUR HORN ANTENNAE AT THE TOP, PAINTED
 BJ4682'ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 322 FEET.
 BJ4682'
 BJ4682'POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF THE
 BJ4682'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4680 ***********************************************************************
 BJ4680  DESIGNATION -  CLINTON EAST MUN TANK
 BJ4680  PID         -  BJ4680
 BJ4680  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4680  USGS QUAD   -  CLINTON (1994)
 BJ4680
 BJ4680                         *CURRENT SURVEY CONTROL
 BJ4680  ___________________________________________________________________
 BJ4680* NAD 83(1992)-  30 51 48.67355(N)    091 00 25.09128(W)     ADJUSTED  
 BJ4680* NAVD 88     -                                                        
 BJ4680  ___________________________________________________________________
 BJ4680  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4680  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4680
 BJ4680  HORZ ORDER  -  THIRD
 BJ4680
 BJ4680.The horizontal coordinates were established by classical geodetic methods
 BJ4680.and adjusted by the National Geodetic Survey in May 1994..
 BJ4680
 BJ4680
 BJ4680.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4680
 BJ4680.The geoid height was determined by GEOID03.
 BJ4680
 BJ4680;                    North         East     Units Scale Factor Converg.
 BJ4680;SPC LA S     -   262,037.028 1,031,214.582   MT  1.00003886   +0 09 47.5
 BJ4680;SPC LA S     -   859,699.82  3,383,243.17   sFT  1.00003886   +0 09 47.5
 BJ4680;UTM  15      - 3,416,177.341   690,555.521   MT  1.00004794   +1 01 21.8
 BJ4680
 BJ4680                          SUPERSEDED SURVEY CONTROL
 BJ4680
 BJ4680  NAD 83(1992)-  30 51 48.67638(N)    091 00 25.09190(W) AD(       ) 4
 BJ4680  NAD 83(1986)-  30 51 48.69073(N)    091 00 25.08716(W) AD(       ) 4
 BJ4680  NAD 27      -  30 51 48.03570(N)    091 00 24.70988(W) AD(       ) 3
 BJ4680
 BJ4680.Superseded values are not recommended for survey control.
 BJ4680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4680.See file dsdata.txt to determine how the superseded data were derived.
 BJ4680
 BJ4680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9055616177(NAD 83)
 BJ4680_MARKER: 53 = ELEVATED TANK
 BJ4680
 BJ4680  HISTORY     - Date     Condition        Report By
 BJ4680  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4680
 BJ4680                          STATION DESCRIPTION
 BJ4680
 BJ4680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4680'CLINTON, EAST MUNICIPAL WATER TANK IS LOCATED ON A LOW HILL, AT THE
 BJ4680'EAST EDGE OF TOWN, ABOUT 0.25 MILE SOUTH OF STATE HIGHWAY 10.
 BJ4680'
 BJ4680'A LARGE STEEL TANK, SILVER IN COLOR, OVAL SHAPED ROOF, LIGHT ON TOP,
 BJ4680'130 FEET IN HEIGHT, SUPPORTED BY 5 TUBULAR STEEL LEGS.
 BJ4680'
 BJ4680'POINT INTERSECTED, WAS THE LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4670 ***********************************************************************
 BJ4670  DESIGNATION -  CLINTON LA P L MICROWAVE
 BJ4670  PID         -  BJ4670
 BJ4670  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4670  USGS QUAD   -  FELPS (1984)
 BJ4670
 BJ4670                         *CURRENT SURVEY CONTROL
 BJ4670  ___________________________________________________________________
 BJ4670* NAD 83(1992)-  30 52 58.01074(N)    090 54 30.61474(W)     ADJUSTED  
 BJ4670* NAVD 88     -                                                        
 BJ4670  ___________________________________________________________________
 BJ4670  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4670  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4670
 BJ4670  HORZ ORDER  -  THIRD
 BJ4670
 BJ4670.The horizontal coordinates were established by classical geodetic methods
 BJ4670.and adjusted by the National Geodetic Survey in May 1994..
 BJ4670
 BJ4670
 BJ4670.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4670
 BJ4670.The geoid height was determined by GEOID03.
 BJ4670
 BJ4670;                    North         East     Units Scale Factor Converg.
 BJ4670;SPC LA S     -   264,203.311 1,040,624.241   MT  1.00004398   +0 12 44.7
 BJ4670;SPC LA S     -   866,807.03  3,414,114.70   sFT  1.00004398   +0 12 44.7
 BJ4670;UTM  15      - 3,418,484.761   699,931.857   MT  1.00009310   +1 04 26.0
 BJ4670
 BJ4670                          SUPERSEDED SURVEY CONTROL
 BJ4670
 BJ4670  NAD 83(1992)-  30 52 58.01294(N)    090 54 30.61393(W) AD(       ) 4
 BJ4670  NAD 83(1986)-  30 52 58.02793(N)    090 54 30.61024(W) AD(       ) 4
 BJ4670  NAD 27      -  30 52 57.37694(N)    090 54 30.24458(W) AD(       ) 3
 BJ4670
 BJ4670.Superseded values are not recommended for survey control.
 BJ4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4670.See file dsdata.txt to determine how the superseded data were derived.
 BJ4670
 BJ4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9993218485(NAD 83)
 BJ4670_MARKER: 44 = MICROWAVE MAST
 BJ4670
 BJ4670  HISTORY     - Date     Condition        Report By
 BJ4670  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4670
 BJ4670                          STATION DESCRIPTION
 BJ4670
 BJ4670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4670'CLINTON, LOUISIANA POWER AND LIGHT COMPANY MICROWAVE IS LOCATED IN A
 BJ4670'CLEARED AREA, ABOUT 6-1/2 MILES EAST OF CLINTON AND ABOUT 300 FEET
 BJ4670'SOUTH OF STATE HIGHWAY 10.
 BJ4670'
 BJ4670'TWO PEDESTAL TYPE STEEL MASTS, 250 FEET IN HEIGHT, PAINTED
 BJ4670'ORANGE-WHITE ALTERNATE SECTIONS, JOINED TOGETHER BY 5 STEEL CROSS
 BJ4670'BEAMS.  A RED LIGHT AND TWO FAN TYPE ANTENNAE ARE MOUNTED AT THE
 BJ4670'TOP OF THE WEST ONE OF TWO MASTS.
 BJ4670'
 BJ4670'POINT INTERSECTED, WAS THE RED LIGHT AT TOP OF THE WEST MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4672 ***********************************************************************
 BJ4672  DESIGNATION -  CLINTON LOT
 BJ4672  PID         -  BJ4672
 BJ4672  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4672  USGS QUAD   -  FELPS (1984)
 BJ4672
 BJ4672                         *CURRENT SURVEY CONTROL
 BJ4672  ___________________________________________________________________
 BJ4672* NAD 83(1992)-  30 52 35.98349(N)    090 56 41.31492(W)     ADJUSTED  
 BJ4672* NAVD 88     -                                                        
 BJ4672  ___________________________________________________________________
 BJ4672  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BJ4672  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4672
 BJ4672  HORZ ORDER  -  THIRD
 BJ4672
 BJ4672.The horizontal coordinates were established by classical geodetic methods
 BJ4672.and adjusted by the National Geodetic Survey in May 1994..
 BJ4672
 BJ4672
 BJ4672.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4672
 BJ4672.The geoid height was determined by GEOID03.
 BJ4672
 BJ4672;                    North         East     Units Scale Factor Converg.
 BJ4672;SPC LA S     -   263,512.602 1,037,154.837   MT  1.00004234   +0 11 39.4
 BJ4672;SPC LA S     -   864,540.93  3,402,732.16   sFT  1.00004234   +0 11 39.4
 BJ4672;UTM  15      - 3,417,741.958   696,473.081   MT  1.00007619   +1 03 18.2
 BJ4672
 BJ4672                          SUPERSEDED SURVEY CONTROL
 BJ4672
 BJ4672  NAD 83(1992)-  30 52 35.98574(N)    090 56 41.31444(W) AD(       ) 4
 BJ4672  NAD 83(1986)-  30 52 36.00073(N)    090 56 41.31065(W) AD(       ) 4
 BJ4672  NAD 27      -  30 52 35.34867(N)    090 56 40.94064(W) AD(       ) 3
 BJ4672
 BJ4672.Superseded values are not recommended for survey control.
 BJ4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4672.See file dsdata.txt to determine how the superseded data were derived.
 BJ4672
 BJ4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9647317742(NAD 83)
 BJ4672_MARKER: 57 = LOOKOUT TOWER
 BJ4672
 BJ4672  HISTORY     - Date     Condition        Report By
 BJ4672  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4672
 BJ4672                          STATION DESCRIPTION
 BJ4672
 BJ4672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4672'CLINTON, LOOKOUT TOWER IS LOCATED IN A SMALL CLEARED AREA, ABOUT 4
 BJ4672'1/2 MILES EAST OF CLINTON AND ABOUT 200 FEET SOUTH OF STATE
 BJ4672'HIGHWAY 10.
 BJ4672'
 BJ4672'A SQUARE METAL CAB, GREY IN COLOR, CONICAL SHAPED ROOF, WINDOWS ON
 BJ4672'ALL FOUR SIDES, 110 FEET IN HEIGHT, SUPPORTED BY 4 STEEL CHANNEL
 BJ4672'LEGS.
 BJ4672'
 BJ4672'POINT INTERSECTED, WAS TOP-CENTER OF THE METAL CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4681 ***********************************************************************
 BJ4681  DESIGNATION -  CLINTON MUNICIPAL WATER TANK
 BJ4681  PID         -  BJ4681
 BJ4681  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4681  USGS QUAD   -  CLINTON (1994)
 BJ4681
 BJ4681                         *CURRENT SURVEY CONTROL
 BJ4681  ___________________________________________________________________
 BJ4681* NAD 83(1992)-  30 51 52.42549(N)    091 01 02.22909(W)     ADJUSTED  
 BJ4681* NAVD 88     -                                                        
 BJ4681  ___________________________________________________________________
 BJ4681  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ4681  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4681
 BJ4681  HORZ ORDER  -  THIRD
 BJ4681
 BJ4681.The horizontal coordinates were established by classical geodetic methods
 BJ4681.and adjusted by the National Geodetic Survey in May 1994..
 BJ4681
 BJ4681
 BJ4681.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4681
 BJ4681.The geoid height was determined by GEOID03.
 BJ4681
 BJ4681;                    North         East     Units Scale Factor Converg.
 BJ4681;SPC LA S     -   262,149.813 1,030,227.601   MT  1.00003914   +0 09 28.9
 BJ4681;SPC LA S     -   860,069.84  3,380,005.05   sFT  1.00003914   +0 09 28.9
 BJ4681;UTM  15      - 3,416,275.309   689,566.953   MT  1.00004330   +1 01 02.8
 BJ4681
 BJ4681                          SUPERSEDED SURVEY CONTROL
 BJ4681
 BJ4681  NAD 83(1992)-  30 51 52.42745(N)    091 01 02.22936(W) AD(       ) 4
 BJ4681  NAD 83(1986)-  30 51 52.44282(N)    091 01 02.22495(W) AD(       ) 4
 BJ4681  NAD 27      -  30 51 51.78974(N)    091 01 01.84775(W) AD(       ) 3
 BJ4681
 BJ4681.Superseded values are not recommended for survey control.
 BJ4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4681.See file dsdata.txt to determine how the superseded data were derived.
 BJ4681
 BJ4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8956716275(NAD 83)
 BJ4681
 BJ4681  HISTORY     - Date     Condition        Report By
 BJ4681  HISTORY     - UNK      MONUMENTED
 BJ4681  HISTORY     - 1970     GOOD             NGS
 BJ4681
 BJ4681                          STATION DESCRIPTION
 BJ4681
 BJ4681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4681'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4669 ***********************************************************************
 BJ4669  DESIGNATION -  CLINTON TRANSCON GAS MICROWAVE
 BJ4669  PID         -  BJ4669
 BJ4669  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4669  USGS QUAD   -  FELPS (1984)
 BJ4669
 BJ4669                         *CURRENT SURVEY CONTROL
 BJ4669  ___________________________________________________________________
 BJ4669* NAD 83(1992)-  30 53 01.79021(N)    090 54 00.87313(W)     ADJUSTED  
 BJ4669* NAVD 88     -                                                        
 BJ4669  ___________________________________________________________________
 BJ4669  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4669  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4669
 BJ4669  HORZ ORDER  -  THIRD
 BJ4669
 BJ4669.The horizontal coordinates were established by classical geodetic methods
 BJ4669.and adjusted by the National Geodetic Survey in May 1994..
 BJ4669
 BJ4669
 BJ4669.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4669
 BJ4669.The geoid height was determined by GEOID03.
 BJ4669
 BJ4669;                    North         East     Units Scale Factor Converg.
 BJ4669;SPC LA S     -   264,322.667 1,041,413.808   MT  1.00004426   +0 12 59.6
 BJ4669;SPC LA S     -   867,198.62  3,416,705.14   sFT  1.00004426   +0 12 59.6
 BJ4669;SPC MS W     -   153,535.508   645,794.520   MT  0.99998623   -0 17 27.6
 BJ4669;SPC MS W     -   503,724.41  2,118,744.19   sFT  0.99998623   -0 17 27.6
 BJ4669;UTM  15      - 3,418,615.982   700,719.580   MT  1.00009700   +1 04 41.4
 BJ4669
 BJ4669                          SUPERSEDED SURVEY CONTROL
 BJ4669
 BJ4669  NAD 83(1992)-  30 53 01.79239(N)    090 54 00.87224(W) AD(       ) 4
 BJ4669  NAD 83(1986)-  30 53 01.80697(N)    090 54 00.86875(W) AD(       ) 4
 BJ4669  NAD 27      -  30 53 01.15750(N)    090 54 00.50371(W) AD(       ) 3
 BJ4669
 BJ4669.Superseded values are not recommended for survey control.
 BJ4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4669.See file dsdata.txt to determine how the superseded data were derived.
 BJ4669
 BJ4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0072018616(NAD 83)
 BJ4669_MARKER: 44 = MICROWAVE MAST
 BJ4669
 BJ4669  HISTORY     - Date     Condition        Report By
 BJ4669  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4669
 BJ4669                          STATION DESCRIPTION
 BJ4669
 BJ4669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4669'CLINTON, TRANSCONTINENTAL GAS PIPELINE COMPANY MICROWAVE IS LOCATED
 BJ4669'IN A CLEARED, FENCED AREA, ABOUT 7 MILES EAST OF CLINTON, 0.1 MILE
 BJ4669'SOUTH OF STATE HIGHWAY 10 AND ABOUT 200 FEET EAST OF A NORTH-SOUTH
 BJ4669'GRADED ROAD.
 BJ4669'
 BJ4669'A STEEL TRIANGULAR SHAPED MAST, 300 FEET IN HEIGHT, PAINTED RED-WHITE
 BJ4669'ALTERNATE SECTIONS.  HAS A RED LIGHT AT TOP AND 6 LARGE VOICE
 BJ4669'MIRRORS MOUNTED NEAR THE TOP.
 BJ4669'
 BJ4669'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2768 ***********************************************************************
 BX2768  DESIGNATION -  CLOUT
 BX2768  PID         -  BX2768
 BX2768  STATE/COUNTY-  LA/NATCHITOCHES
 BX2768  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2768
 BX2768                         *CURRENT SURVEY CONTROL
 BX2768  ___________________________________________________________________
 BX2768* NAD 83(1992)-  31 32 07.43687(N)    092 55 02.96947(W)     ADJUSTED  
 BX2768* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 BX2768  ___________________________________________________________________
 BX2768  X           -    -276,944.532 (meters)                     COMP
 BX2768  Y           -  -5,434,132.796 (meters)                     COMP
 BX2768  Z           -   3,316,636.108 (meters)                     COMP
 BX2768  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 BX2768  ELLIP HEIGHT-           5.95  (meters)          (06/26/02) GPS OBS
 BX2768  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX2768
 BX2768  HORZ ORDER  -  SECOND
 BX2768  ELLP ORDER  -  FOURTH    CLASS II
 BX2768
 BX2768.The horizontal coordinates were established by classical geodetic methods
 BX2768.and adjusted by the National Geodetic Survey in January 1993..
 BX2768
 BX2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2768
 BX2768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX2768
 BX2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2768
 BX2768.The ellipsoidal height was determined by GPS observations
 BX2768.and is referenced to NAD 83.
 BX2768
 BX2768.The geoid height was determined by GEOID03.
 BX2768
 BX2768;                    North         East     Units Scale Factor Converg.
 BX2768;SPC LA N     -   114,876.642   960,354.889   MT  0.99993686   -0 13 14.6
 BX2768;SPC LA N     -   376,891.12  3,150,764.33   sFT  0.99993686   -0 13 14.6
 BX2768;UTM  15      - 3,488,943.025   507,832.409   MT  0.99960076   +0 02 35.4
 BX2768
 BX2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2768!SPC LA N     -   0.99999907  x   0.99993686  =   0.99993593
 BX2768!UTM  15      -   0.99999907  x   0.99960076  =   0.99959983
 BX2768
 BX2768|---------------------------------------------------------------------|
 BX2768| PID    Reference Object                     Distance      Geod. Az  |
 BX2768|                                                           dddmmss.s |
 BX2768| CY4082 CLOUT RM 1                           22.684 METERS 08738     |
 BX2768| CY4081 CLOUT AZ MK                                        2655055.0 |
 BX2768| CY4083 CLOUT RM 2                           21.388 METERS 33753     |
 BX2768|---------------------------------------------------------------------|
 BX2768
 BX2768                          SUPERSEDED SURVEY CONTROL
 BX2768
 BX2768  ELLIP H (01/21/93)    6.06   (m)                       GP(       ) 4 2
 BX2768  NAD 83(1986)-  31 32 07.45814(N)    092 55 02.96160(W) AD(       ) 2
 BX2768  NAD 27      -  31 32 06.84858(N)    092 55 02.38950(W) AD(       ) 2
 BX2768  NGVD 29 (07/19/86)   32.2    (m)          106.     (f) VERT ANG       
 BX2768
 BX2768.Superseded values are not recommended for survey control.
 BX2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2768.See file dsdata.txt to determine how the superseded data were derived.
 BX2768
 BX2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0783288943(NAD 83)
 BX2768_MARKER: DS = TRIANGULATION STATION DISK
 BX2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2768_SP_SET: CONCRETE POST
 BX2768_STAMPING: CLOUT 1968
 BX2768_MARK LOGO: LADH  
 BX2768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2768+STABILITY: SURFACE MOTION
 BX2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2768+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1989
 BX2768
 BX2768  HISTORY     - Date     Condition        Report By
 BX2768  HISTORY     - 1968     MONUMENTED       LADTD
 BX2768  HISTORY     - 1968     GOOD             LADH
 BX2768  HISTORY     - 19881116 GOOD             LADTD
 BX2768  HISTORY     - 19890224 GOOD
 BX2768
 BX2768                          STATION DESCRIPTION
 BX2768
 BX2768'DESCRIBED BY LA TRANSP AND DEV 1968 (RT)
 BX2768'STATION MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2768'STAMPED CLOUT 1968, IS SET IN THE TOP OF A CONCRETE POST THAT IS
 BX2768'FLUSH WITH THE GROUND.  THE MARK IS 70.2 FEET SOUTH OF REFERENCE
 BX2768'MARK 2, 140.6 FEET EAST OF THE CENTER OF STATE HIGHWAY 1, 269.6
 BX2768'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 495, 74.5 FEET
 BX2768'SOUTHWEST OF REFERENCE MARK 1 AND 2.3 FEET EAST OF A METAL
 BX2768'WITNESS POST AND SIGN.
 BX2768'
 BX2768'TO REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 1
 BX2768'AND STATE HIGHWAY 494 IN NATCHITOCHES, DRIVE SOUTH ALONG STATE
 BX2768'HIGHWAY 1 FOR 19.65 MILES TO THE STATION THAT IS ON THE LEFT
 BX2768'SIDE OF THE HIGHWAY AND IN THE NORTHEAST QUADRANT OF THE
 BX2768'INTERSECTION WITH STATE HIGHWAY 495 IN CLOUTIERVILLE.
 BX2768'
 BX2768'REFERENCE MARK 1, A STANDARD U.S. COAST AND GEODETIC SURVEY
 BX2768'DISK STAMPED CLOUT NO. 1 1968, IS SET IN THE TOP OF A CONCRETE
 BX2768'POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 63.5
 BX2768'FEET SOUTHWEST OF THE CORNER OF A CHAIN LINK FENCE, 54.1 FEET
 BX2768'EAST OF THE CENTER OF STATE HIGHWAY 1 AND 339.6 FEET SOUTH OF
 BX2768'THE CENTER OF STATE HIGHWAY 495.
 BX2768'
 BX2768'REFERENCE MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY
 BX2768'DISK STAMPED CLOUT NO. 2 1968, IS SET IN THE TOP OF A CONCRETE
 BX2768'POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 1.5
 BX2768'FEET WEST OF A CHAIN LINK FENCE, 202.2 FEET EAST OF THE CENTER
 BX2768'OF STATE HIGHWAY 1 AND 226.6 FEET SOUTH OF THE CENTER OF
 BX2768'STATE HIGHWAY 495.
 BX2768'
 BX2768'AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2768'STAMPED CLOUT 1968, IS SET IN THE TOP OF A CONCRETE POST THAT
 BX2768'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 2.7 FEET NORTH
 BX2768'OF A FENCE, 21.8 FEET NORTHWEST OF A RIGHT OF WAY MARKER, 58
 BX2768'FEET WEST OF THE CENTER OF STATE HIGHWAY 1, 88.5 FEET SOUTH OF
 BX2768'THE CENTER OF STATE HIGHWAY 119, 44 FEET EAST OF A RIGHT OF WAY
 BX2768'MARKER AND 2.1 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BX2768'
 BX2768'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 BX2768'STATE HIGHWAY 1 FOR 1.5 MILES TO THE MARK SET ON THE LEFT AT
 BX2768'THE INTERSECTION WITH STATE HIGHWAY 119.
 BX2768
 BX2768                          STATION RECOVERY (1968)
 BX2768
 BX2768'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1968
 BX2768'RECOVERED IN GOOD CONDITION.
 BX2768
 BX2768                          STATION RECOVERY (1988)
 BX2768
 BX2768'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX2768'THE STATION IS LOCATED IN CLOUTIERVILLE, SET IN THE NORTHEAST QUADRANT
 BX2768'OF THE JUNCTION OF STATE HIGHWAYS 1 AND 495.  OWNERSHIP--LOUISIANA
 BX2768'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX2768'THE STATION IS FLUSH WITH THE GROUND 82.3 M (270.0 FT) SOUTH FROM THE
 BX2768'CENTER OF HIGHWAY 495, 42.8 M (140.4 FT) EAST FROM THE CENTER OF
 BX2768'HIGHWAY 1, 22.9 M (75.1 FT) NORTHWEST FROM A METAL WITNESS POST AT
 BX2768'REFERENCE MARK 1, 21.2 M (69.6 FT) SOUTHWEST FROM A METAL WITNESS POST
 BX2768'AT REFERENCE MARK 2 AND 13.7 M (44.9 FT) WEST FROM THE SOUTH END OF A
 BX2768'CHAIN LINK FENCE.
 BX2768
 BX2768                          STATION RECOVERY (1989)
 BX2768
 BX2768'RECOVERED 1989
 BX2768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2626 ***********************************************************************
 BX2626  DESIGNATION -  CLOVERDALE
 BX2626  PID         -  BX2626
 BX2626  STATE/COUNTY-  LA/RAPIDES
 BX2626  USGS QUAD   -  WOODWORTH EAST (1992)
 BX2626
 BX2626                         *CURRENT SURVEY CONTROL
 BX2626  ___________________________________________________________________
 BX2626* NAD 83(1992)-  31 10 58.97842(N)    092 28 39.26540(W)     ADJUSTED  
 BX2626* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 BX2626  ___________________________________________________________________
 BX2626  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BX2626  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX2626
 BX2626  HORZ ORDER  -  FIRST
 BX2626
 BX2626.The horizontal coordinates were established by classical geodetic methods
 BX2626.and adjusted by the National Geodetic Survey in January 1993..
 BX2626
 BX2626.The orthometric height was scaled from a topographic map.
 BX2626
 BX2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2626
 BX2626.The geoid height was determined by GEOID03.
 BX2626
 BX2626;                    North         East     Units Scale Factor Converg.
 BX2626;SPC LA N     -    75,734.934 1,002,137.695   MT  0.99999633   +0 00 42.7
 BX2626;SPC LA N     -   248,473.70  3,287,846.75   sFT  0.99999633   +0 00 42.7
 BX2626;UTM  15      - 3,450,006.218   549,778.778   MT  0.99963056   +0 16 13.8
 BX2626
 BX2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2626!SPC LA N     -   0.99999949  x   0.99999633  =   0.99999582
 BX2626!UTM  15      -   0.99999949  x   0.99963056  =   0.99963005
 BX2626
 BX2626|---------------------------------------------------------------------|
 BX2626| PID    Reference Object                     Distance      Geod. Az  |
 BX2626|                                                           dddmmss.s |
 BX2626| CY4084 CLOVERDALE RM 1                      41.102 METERS 02245     |
 BX2626| BX2624 ALEXANDRIA LSU TANK                 APPROX. 6.1 KM 0970050.4 |
 BX2626| BX2625 WOODWORTH SE STATE FIRE TOWER       APPROX. 4.9 KM 1745042.5 |
 BX2626| CY4085 CLOVERDALE RM 2                      33.882 METERS 18557     |
 BX2626| BX2684 WALKER                              APPROX. 8.3 KM 3550811.7 |
 BX2626|---------------------------------------------------------------------|
 BX2626
 BX2626                          SUPERSEDED SURVEY CONTROL
 BX2626
 BX2626  NAD 83(1986)-  31 10 58.99748(N)    092 28 39.26017(W) AD(       ) 1
 BX2626  NAD 27      -  31 10 58.32758(N)    092 28 38.76610(W) AD(       ) 1
 BX2626
 BX2626.Superseded values are not recommended for survey control.
 BX2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2626.See file dsdata.txt to determine how the superseded data were derived.
 BX2626
 BX2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4977950006(NAD 83)
 BX2626_MARKER: DS = TRIANGULATION STATION DISK
 BX2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2626
 BX2626  HISTORY     - Date     Condition        Report By
 BX2626  HISTORY     - 1969     MONUMENTED       CGS
 BX2626
 BX2626                          STATION DESCRIPTION
 BX2626
 BX2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2626'NO MEASUREMENT BETWEEN R.M. 1 AND R.M. 2 BECAUSE OF TREES AND
 BX2626'BRUSH ON LINE.
 BX2626'
 BX2626'NO PLACE AVAILABLE FOR AN AZIMUTH MARK BECAUSE OF DENSE FOREST.
 BX2626'
 BX2626'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH NORTHEAST OF
 BX2626'WOODWORTH, 8 MILES SOUTHWEST OF ALEXANDRIA, 8 MILES NORTHWEST OF
 BX2626'LE COMPTE IN A HEAVY WOODED AREA OWNED BY ROY O. MARTIN LUMBER
 BX2626'COMPANY.
 BX2626'
 BX2626'TO REACH THE STATION FROM THE POST OFFICE IN WOODWORTH, GO EAST
 BX2626'SOUTHEAST ON A PAVED ROAD FOR 0.1 MILE TO A RAILROAD
 BX2626'CROSSING.  CONTINUE AHEAD ON PAVED ROAD FOR 0.55 MILE TO
 BX2626'A CATTLE GUARD AND ENTRANCE TO ALEXANDRIA WILDLIFE MANAGEMENT
 BX2626'AREA.  CONTINUE AHEAD EASTERLY ON PAVED ROAD FOR 0.35 MILE TO A
 BX2626'SIDE ROAD RIGHT.  CONTINUE EASTERLY FOR 1.4 MILE TO A BRIDGE
 BX2626'OVER CLEAR BAYOU.  CONTINUE AHEAD EAST FOR 0.5 MILE TO A
 BX2626'REVERSE Y ROAD.  TURN SHARP LEFT AND GO NORTHWEST ON GRAVELED
 BX2626'ROAD FOR 0.55 MILE TO A BRIDGE OVER CLEAR BAYOU.  CONTINUE
 BX2626'NORTHWEST ON GRAVELED ROAD FOR 0.6 MILE TO A FORKS.  KEEP TO
 BX2626'THE RIGHT ON RIGHT FORK AND GO NORTH AND WEST ON A TRACK ROAD FOR
 BX2626'0.35 MILE TO A GATE.  PASS THROUGH GATE AND GO WEST ON TRACK
 BX2626'ROAD FOR 0.15 MILE TO A GATE.  PASS THROUGH GATE AND TURN SHARP
 BX2626'RIGHT AND GO NORTH ON A DIM WOODS ROAD FOR 0.45 MILE TO
 BX2626'STATION ON THE LEFT.
 BX2626'
 BX2626'THE STATION MARK IS A STANDARD DISK, STAMPED CLOVERDALE 1969,
 BX2626'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2626'6 INCHES.  IT IS 18.4 FEET EAST OF A 14 INCH PINE TREE, 15.2 FEET
 BX2626'WEST OF A 15 INCH PINE TREE AND 33.7 FEET SOUTHEAST OF A 14 INCH
 BX2626'OAK TREE.
 BX2626'
 BX2626'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLOVERDALE NO 1 1969,
 BX2626'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2626'10 INCHES.  IT IS 9 FEET SOUTH SOUTHWEST OF A 30 INCH OAK TREE,
 BX2626'34 FEET WEST OF A 10 INCH PINE TREE AND 10 FEET EAST OF THE CENTER
 BX2626'OF A TRACK ROAD.
 BX2626'
 BX2626'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLOVERDALE NO 2 1969,
 BX2626'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2626'8 INCHES.  IT IS 9 FEET NORTHEAST OF AN 18 INCH PINE TREE, 27.5
 BX2626'FEET SOUTHWEST OF A 14 INCH PINE TREE AND 48.5 FEET NORTH
 BX2626'NORTHWEST OF A 19 INCH PINE TREE.
 BX2626'
 BX2626'HEIGHT OF LIGHT ABOVE STATION MARK 34.26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0286 ***********************************************************************
 AU0286  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0286  DESIGNATION -  CLUB
 AU0286  PID         -  AU0286
 AU0286  STATE/COUNTY-  LA/LAFOURCHE
 AU0286  USGS QUAD   -  THIBODAUX (1983)
 AU0286
 AU0286                         *CURRENT SURVEY CONTROL
 AU0286  ___________________________________________________________________
 AU0286* NAD 83(1992)-  29 47 08.22026(N)    090 47 04.98763(W)     ADJUSTED  
 AU0286* NAVD 88     -         4.69 **(meters)      15.4  **(feet)  GPS OBS(2004.65)
 AU0286  **This station is located in a subsidence area (see below).
 AU0286  ___________________________________________________________________
 AU0286  EPOCH DATE  -        2004.65
 AU0286  X           -     -75,874.186 (meters)                     COMP
 AU0286  Y           -  -5,539,562.534 (meters)                     COMP
 AU0286  Z           -   3,149,760.433 (meters)                     COMP
 AU0286  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AU0286  ELLIP HEIGHT-         -21.02  (meters)          (06/22/05) GPS OBS
 AU0286  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU0286  DYNAMIC HT  -           4.69  (meters)      15.4   (feet)  COMP
 AU0286  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 AU0286
 AU0286  HORZ ORDER  -  B
 AU0286  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU0286  ELLP ORDER  -  FOURTH    CLASS I
 AU0286
 AU0286.The horizontal coordinates were established by GPS observations
 AU0286.and adjusted by the National Geodetic Survey in June 2005..
 AU0286.The horizontal coordinates are valid at the epoch date displayed above.
 AU0286.The epoch date for horizontal control is a decimal equivalence
 AU0286.of Year/Month/Day.
 AU0286
 AU0286 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0286 ** and geoid heights are valid at the date of observation. These heights
 AU0286 ** must always be validated when used as control.
 AU0286 ** The orthometric height was determined by GPS observations using
 AU0286 ** precise GPS observation and processing techniques and a new
 AU0286 ** realization of GEOID03. It supersedes the leveled height previously
 AU0286 ** determined for this station.
 AU0286 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0286 ** epoch indicated which incorporates improved geoid heights for the
 AU0286 ** Southern Louisiana Subsidence area.
 AU0286 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0286.The orthometric height was determined by GPS observations and a
 AU0286.high-resolution geoid model using precise GPS observation and
 AU0286.processing techniques. It supersedes the leveled height previously
 AU0286.determined for this station.
 AU0286.WARNING-GPS observations at this control monument resulted in a GPS
 AU0286.derived orthometric height which differed from the leveled height by
 AU0286.more than one decimeter (0.1 meter).
 AU0286.The vertical order pertains to the first NAVD 88 superseded value.
 AU0286
 AU0286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0286
 AU0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0286
 AU0286.The ellipsoidal height was determined by GPS observations
 AU0286.and is referenced to NAD 83.
 AU0286
 AU0286.The geoid height was determined by GEOID03.
 AU0286
 AU0286.The dynamic height is computed by dividing the NAVD 88
 AU0286.geopotential number by the normal gravity value computed on the
 AU0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0286.degrees latitude (g = 980.6199 gals.).
 AU0286
 AU0286.The modeled gravity was interpolated from observed gravity values.
 AU0286
 AU0286;                    North         East     Units Scale Factor Converg.
 AU0286;SPC LA S     -   142,630.578 1,053,043.413   MT  0.99993276   +0 16 27.5
 AU0286;SPC LA S     -   467,947.15  3,454,859.93   sFT  0.99993276   +0 16 27.5
 AU0286;UTM  15      - 3,297,087.467   714,143.709   MT  1.00016583   +1 06 03.1
 AU0286
 AU0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0286!SPC LA S     -   1.00000330  x   0.99993276  =   0.99993606
 AU0286!UTM  15      -   1.00000330  x   1.00016583  =   1.00016913
 AU0286
 AU0286|---------------------------------------------------------------------|
 AU0286| PID    Reference Object                     Distance      Geod. Az  |
 AU0286|                                                           dddmmss.s |
 AU0286| DD6533 CLUB RM 1                            14.889 METERS 12306     |
 AU0286| AU3201 THIBODAUX E WATER TANK              APPROX. 1.6 KM 3131920.0 |
 AU0286| AU0287 CLUB AZ MK                                         3174946.1 |
 AU0286| AU3200 CLUB LDH 1972 RM 2                   16.176 METERS 32932     |
 AU0286|---------------------------------------------------------------------|
 AU0286
 AU0286                          SUPERSEDED SURVEY CONTROL
 AU0286
 AU0286  NAD 83(1992)-  29 47 08.22003(N)    090 47 04.98307(W) AD(       ) 2
 AU0286  NAD 83(1986)-  29 47 08.23934(N)    090 47 04.98543(W) AD(       ) 2
 AU0286  NAD 27      -  29 47 07.48748(N)    090 47 04.65443(W) AD(       ) 2
 AU0286  NAVD 88 (02/14/94)    4.967  (m)           16.30   (f) ADJUSTED    1 1
 AU0286  NAVD 88 (06/15/91)    5.025  (m)           16.49   (f) UNKNOWN     1 1
 AU0286  NGVD 29 (??/??/??)    5.052  (m)           16.57   (f) ADJUSTED    1 1
 AU0286
 AU0286.Superseded values are not recommended for survey control.
 AU0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0286.See file dsdata.txt to determine how the superseded data were derived.
 AU0286
 AU0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1414497087(NAD 83)
 AU0286_MARKER: DS = TRIANGULATION STATION DISK
 AU0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0286_SP_SET: CONCRETE POST
 AU0286_STAMPING: CLUB 1972
 AU0286_MARK LOGO: NGS+SS
 AU0286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0286+STABILITY: SURFACE MOTION
 AU0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0286+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 AU0286
 AU0286  HISTORY     - Date     Condition        Report By
 AU0286  HISTORY     - 1972     MONUMENTED       LADH
 AU0286  HISTORY     - 1977     GOOD             NGS
 AU0286  HISTORY     - 1982     GOOD             NGS
 AU0286  HISTORY     - 1982     GOOD             NGS
 AU0286  HISTORY     - 20040423 GOOD             NGS
 AU0286  HISTORY     - 20041021 GOOD             INDIV
 AU0286  HISTORY     - 20041021 GOOD             INDIV
 AU0286  HISTORY     - 20051011 GOOD             NGS
 AU0286
 AU0286                          STATION DESCRIPTION
 AU0286
 AU0286'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU0286'THE STATION IS LOCATED 2.5 MILES EAST OF THIBODAUX, 6 MILES SOUTH OF
 AU0286'CHACKBAY AND 11 MILES NORTHWEST OF RACELAND, IN THE NORTHEAST 1/4 OF
 AU0286'SECTION 39, T15S, R16E, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 AU0286'DEPARTMENT OF HIGHWAYS.
 AU0286'
 AU0286'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND STATE
 AU0286'HIGHWAY 1 IN THIBODAUX, DRIVE EAST ALONG STATE HIGHWAY 1 FOR 2.5
 AU0286'MILES TO THE COUNTRY CLUB ESTATES ON THE RIGHT.  THE STATION IS SET
 AU0286'ON THE LEFT NEAR A POWER POLE.
 AU0286'
 AU0286'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG STATE
 AU0286'HIGHWAY 1 FOR 0.3 MILE.  THE MARK IS SET ON THE RIGHT AND NORTH OF
 AU0286'THE HIGHWAY NEAR A POWER POLE.
 AU0286'
 AU0286'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU0286'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU0286'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU0286'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU0286'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU0286'STAMPED CLUB 1972.  THE MARK IS LOCATED NORTH OF THE COUNTRY CLUB
 AU0286'ESTATES NEAR BAYOU LAFOURCHE, 77 FEET SOUTH OF THE SOUTH BANK OF
 AU0286'BAYOU LAFOURCHE, 64 FEET NORTHWEST OF A POWER POLE, 30 FEET
 AU0286'NORTHEAST OF THE CENTER OF STATE HIGHWAY 1, AND 1.5 FEET SOUTHEAST
 AU0286'OF A METAL WITNESS POST AND SIGN.
 AU0286'
 AU0286'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU0286'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU0286'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU0286'STAMPED CLUB R.M. 1 1972.  IT IS 225 FEET WEST OF A 36 INCH OAK
 AU0286'TREE, 75 FEET SOUTHWEST OF THE SOUTH BANK OF BAYOU LAFOURCHE, 41
 AU0286'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 1, AND 16.5 FEET
 AU0286'NORTHWEST OF A POWER POLE.
 AU0286'
 AU0286'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU0286'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU0286'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU0286'STAMPED CLUB R.M. 2 1972.  IT IS 115 FEET WEST-NORTHWEST OF A
 AU0286'POWER POLE, 75 FEET SOUTHWEST OF THE SOUTH BANK OF BAYOU
 AU0286'LAFOURCHE, 73 FEET SOUTHEAST OF AN 8 INCH OAK TREE, AND 42 FEET
 AU0286'NORTHEAST OF THE CENTER OF STATE HIGHWAY 1.
 AU0286'
 AU0286'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU0286'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU0286'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU0286'STAMPED CLUB AZ. MK. 1972.  IT IS 122 FEET WEST OF A POWER POLE,
 AU0286'74 FEET SOUTH-SOUTHWEST OF AN 8 INCH PINE TREE, 36 FEET
 AU0286'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 1, AND 1.5 FEET
 AU0286'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 AU0286'
 AU0286'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU0286
 AU0286                          STATION RECOVERY (1977)
 AU0286
 AU0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0286'1.8 MI NW FROM LAFOURCHE.
 AU0286'1.85 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE SOUTHERN PACIFIC
 AU0286'COMPANY RAILROAD OVERPASS, 0.1 MILE SOUTHEAST OF THE JUNCTION OF
 AU0286'COUNTRY CLUB BOULEVARD, 0.05 MILE NORTHWEST OF THE JUNCTION OF
 AU0286'EDGEWOOD AVENUE, 30 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 AU0286'64 FT. NORTHWEST OF A POWER LINE POLE WITH 2 GUY WIRES, (2ND POWER
 AU0286'LINE POLE NORTHWEST OF A POWER LINE POLE SUPPORTING A LIGHT AND A
 AU0286'TRANSFORMER, 182 FT. SOUTHEAST OF A POWER LINE POLE.
 AU0286
 AU0286                          STATION RECOVERY (1982)
 AU0286
 AU0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (LLA)
 AU0286'STATION MARK WAS RECOVERED IN GOOD CONDITION.
 AU0286
 AU0286                          STATION RECOVERY (1982)
 AU0286
 AU0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU0286'RECOVERED IN GOOD CONDITION.
 AU0286
 AU0286                          STATION RECOVERY (2004)
 AU0286
 AU0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU0286'THE STATION IS LOCATED ABOUT 2.5 MI EAST OF THIBODAUX ON STATE HIGHWAY
 AU0286'RIGHT OF WAY.
 AU0286' 
 AU0286'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 1 AND 648
 AU0286'ABOUT 2.0 MI EAST OF  THIBODAUX, GO SOUTHEAST FOR 0.4 MI ON HIGHWAY 1
 AU0286'TO THE STATION ON THE LEFT ACROSS THE HIGHWAY  FROM AN ENTRANCE ROAD
 AU0286'TO PRIVATE RESIDENCE NUMBER 1026.
 AU0286' 
 AU0286'THE STATION IS LOCATED 19.5 M WEST-NORTHWEST OF A WOODEN UTILITY POLE,
 AU0286'12.7 M NORTHWEST OF THE  EXTENDED CENTER OF A GRAVEL DRIVE LEADING TO
 AU0286'A PRIVATE RESIDENCE NUMBER 1026, 9.2 M NORTHEAST  OF THE CENTER OF THE
 AU0286'HIGHWAY, 0.5 M SOUTHWEST OF A CARSONITE WITNESS POST, AND ABOUT 0.5 M
 AU0286'BELOW THE LEVEL OF THE HIGHWAY.
 AU0286
 AU0286                          STATION RECOVERY (2004)
 AU0286
 AU0286'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JAT)
 AU0286'RECOVERED AS DESCRIBED
 AU0286
 AU0286                          STATION RECOVERY (2004)
 AU0286
 AU0286'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JAT)
 AU0286'RECOVERED AS DESCRIBED
 AU0286
 AU0286                          STATION RECOVERY (2005)
 AU0286
 AU0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU0286'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  0.65 M NE FROM A
 AU0286'METAL POST WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2621 ***********************************************************************
 AU2621  DESIGNATION -  CLUB
 AU2621  PID         -  AU2621
 AU2621  STATE/COUNTY-  LA/IBERIA
 AU2621  USGS QUAD   -  WEEKS (1994)
 AU2621
 AU2621                         *CURRENT SURVEY CONTROL
 AU2621  ___________________________________________________________________
 AU2621* NAD 83(1992)-  29 48 59.56166(N)    091 49 32.03364(W)     ADJUSTED  
 AU2621* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2621  **This station is located in a subsidence area (see below).
 AU2621  ___________________________________________________________________
 AU2621  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU2621  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AU2621
 AU2621  HORZ ORDER  -  THIRD
 AU2621
 AU2621.The horizontal coordinates were established by classical geodetic methods
 AU2621.and adjusted by the National Geodetic Survey in January 1993..
 AU2621
 AU2621 ** The orthometric height has not been validated since last determined
 AU2621 ** by differential leveling and should not be used for control purposes.
 AU2621 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2621 ** area with valid NAVD 88 orthometric heights.
 AU2621 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2621 ** epoch indicated which incorporates improved geoid heights for the
 AU2621 ** Southern Louisiana Subsidence area.
 AU2621 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2621.The orthometric height was scaled from a topographic map.
 AU2621
 AU2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2621
 AU2621.The geoid height was determined by GEOID03.
 AU2621
 AU2621;                    North         East     Units Scale Factor Converg.
 AU2621;SPC LA S     -   146,033.913   952,422.730   MT  0.99993089   -0 14 46.0
 AU2621;SPC LA S     -   479,112.93  3,124,740.24   sFT  0.99993089   -0 14 46.0
 AU2621;UTM  15      - 3,299,035.687   613,483.356   MT  0.99975889   +0 35 02.5
 AU2621
 AU2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2621!SPC LA S     -   1.00000413  x   0.99993089  =   0.99993502
 AU2621!UTM  15      -   1.00000413  x   0.99975889  =   0.99976301
 AU2621
 AU2621:                Primary Azimuth Mark                     Grid Az
 AU2621:SPC LA S     -  WEEKS 2                                  121 02 24.0
 AU2621:UTM  15      -  WEEKS 2                                  120 12 35.5
 AU2621
 AU2621|---------------------------------------------------------------------|
 AU2621| PID    Reference Object                     Distance      Geod. Az  |
 AU2621|                                                           dddmmss.s |
 AU2621| AU1797 WEEKS 2                             APPROX. 2.1 KM 1204738.0 |
 AU2621| AU2620 BM 26                                35.245 METERS 14148     |
 AU2621| CV9702 CLUB RM 1                            22.278 METERS 23240     |
 AU2621| AU2616 CLUB HOUSE CHIMNEY                  APPROX. 0.7 KM 3053911.5 |
 AU2621|---------------------------------------------------------------------|
 AU2621
 AU2621                          SUPERSEDED SURVEY CONTROL
 AU2621
 AU2621  NAD 83(1986)-  29 48 59.58276(N)    091 49 32.02720(W) AD(       ) 3
 AU2621  NAD 27      -  29 48 58.83800(N)    091 49 31.59300(W) AD(       ) 3
 AU2621
 AU2621.Superseded values are not recommended for survey control.
 AU2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2621.See file dsdata.txt to determine how the superseded data were derived.
 AU2621
 AU2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1348399036(NAD 83)
 AU2621_MARKER: DS = TRIANGULATION STATION DISK
 AU2621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2621_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2621
 AU2621  HISTORY     - Date     Condition        Report By
 AU2621  HISTORY     - 1933     MONUMENTED       CGS
 AU2621  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU2621  HISTORY     - 1948     MARK NOT FOUND   CGS
 AU2621
 AU2621                          STATION DESCRIPTION
 AU2621
 AU2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2621'STATION IS ON THE W BANK OF THE INTRACOASTAL CANAL, ABOUT
 AU2621'1.0 MILE N OF THE WEEKS ISLAND LANDING AT FISHERMANS SETTLEMENT,
 AU2621'AND ON THE TOP OF THE SPOIL BANK OF MUD AND STUMPS THROWN
 AU2621'UP BY THE DREDGE.
 AU2621'
 AU2621'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2621'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2621'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2621'DRIVEN INTO THE MARSH.
 AU2621'
 AU2621'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2621'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2621'PILE DRIVEN INTO THE MARSH, IT IS IN THE MARSH AND 22.878
 AU2621'METERS (75.06 FEET) FROM THE STATION S 52 DEG 40 MIN W.
 AU2621'
 AU2621'BENCH MARK 26 (USE) USED AS REFERENCE MARK NO. 2, IS A 1-INCH
 AU2621'GALVANIZED-IRON PIPE SET IN CONCRETE AND IS 28 FEET FROM
 AU2621'THE CANAL AND 35.245 METERS (115.63 FEET) FROM THE STATION
 AU2621'S 38 DEG 12 MIN E.  IN THE DESCRIPTION OF
 AU2621'STATION BENCH MARK 26 (USE), THE SIZE OF THE PIPE IS GIVEN
 AU2621'AS 2-1/2 INCHES INSTEAD OF 1 INCH AS GIVEN ABOVE.
 AU2621
 AU2621                          STATION RECOVERY (1947)
 AU2621
 AU2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2621'STATION NOT RECOVERED ALTHOUGH A THOROUGH SEARCH WAS MADE
 AU2621'OF THE AREA.  THE STATION IS EITHER LOST DUE TO WIDENING
 AU2621'OF THE CANAL OR BURIED BY ADDITONAL DREDGING.  RECOMMEND
 AU2621'STATION BE CLASSIFIED AS LOST.
 AU2621
 AU2621                          STATION RECOVERY (1948)
 AU2621
 AU2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2621'STATION SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0775 ***********************************************************************
 AV0775  DESIGNATION -  CLUB
 AV0775  PID         -  AV0775
 AV0775  STATE/COUNTY-  LA/CAMERON
 AV0775  USGS QUAD   -  BOUDREAUX LAKE (1982)
 AV0775
 AV0775                         *CURRENT SURVEY CONTROL
 AV0775  ___________________________________________________________________
 AV0775* NAD 83(1992)-  29 55 57.14464(N)    093 03 25.97211(W)     ADJUSTED  
 AV0775* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0775  **This station is located in a subsidence area (see below).
 AV0775  ___________________________________________________________________
 AV0775  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AV0775  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AV0775
 AV0775  HORZ ORDER  -  THIRD
 AV0775
 AV0775.The horizontal coordinates were established by classical geodetic methods
 AV0775.and adjusted by the National Geodetic Survey in January 1993..
 AV0775
 AV0775 ** The orthometric height has not been validated since last determined
 AV0775 ** by differential leveling and should not be used for control purposes.
 AV0775 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0775 ** area with valid NAVD 88 orthometric heights.
 AV0775 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0775 ** epoch indicated which incorporates improved geoid heights for the
 AV0775 ** Southern Louisiana Subsidence area.
 AV0775 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0775.The orthometric height was scaled from a topographic map.
 AV0775
 AV0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0775
 AV0775.The geoid height was determined by GEOID03.
 AV0775
 AV0775;                    North         East     Units Scale Factor Converg.
 AV0775;SPC LA S     -   160,040.796   833,575.258   MT  0.99992645   -0 51 43.1
 AV0775;SPC LA S     -   525,067.18  2,734,821.49   sFT  0.99992645   -0 51 43.1
 AV0775;UTM  15      - 3,311,311.672   494,478.067   MT  0.99960038   -0 01 42.8
 AV0775
 AV0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0775!SPC LA S     -   1.00000391  x   0.99992645  =   0.99993036
 AV0775!UTM  15      -   1.00000391  x   0.99960038  =   0.99960429
 AV0775
 AV0775|---------------------------------------------------------------------|
 AV0775| PID    Reference Object                     Distance      Geod. Az  |
 AV0775|                                                           dddmmss.s |
 AV0775| CV9703 CLUB RM 1                            19.270 METERS 00919     |
 AV0775| BK3105 SAVOIE                              APPROX.11.6 KM 3232622.9 |
 AV0775|---------------------------------------------------------------------|
 AV0775
 AV0775                          SUPERSEDED SURVEY CONTROL
 AV0775
 AV0775  NAD 83(1986)-  29 55 57.16945(N)    093 03 25.95789(W) AD(       ) 3
 AV0775  NAD 27      -  29 55 56.40300(N)    093 03 25.38500(W) AD(       ) 3
 AV0775
 AV0775.Superseded values are not recommended for survey control.
 AV0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0775.See file dsdata.txt to determine how the superseded data were derived.
 AV0775
 AV0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9447811312(NAD 83)
 AV0775_MARKER: DS = TRIANGULATION STATION DISK
 AV0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0775
 AV0775  HISTORY     - Date     Condition        Report By
 AV0775  HISTORY     - 1934     MONUMENTED       CGS
 AV0775  HISTORY     - 1947     GOOD             CGS
 AV0775
 AV0775                          STATION DESCRIPTION
 AV0775
 AV0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0775'STATION IS ON THE INTRACOASTAL CANAL ABOUT 1-1/4 STATUTE MILES
 AV0775'W OF THE JUNCTION OF THE INTRACOASTAL CANAL AND THE NORTH
 AV0775'AMERICAN LAND AND TIMBER COMPANY CANAL, NEAR BILL GRAYS HUNTING
 AV0775'CAMP.  IT IS ON THE SPOIL BANK 31 METERS N OF THE N BANK OF
 AV0775'THE INTRACOASTAL CANAL, 32.5 METERS NE OF THE NE CORNER OF
 AV0775'A HOUSE (HUNTING CLUB) WHOSE W SIDE IS 61.5 METERS E OF THE E
 AV0775'BANK OF A SMALL DITCH OR CUT FOR HOUSEBOATS.
 AV0775'
 AV0775'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0775'IN THE TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0775'
 AV0775'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 AV0775
 AV0775                          STATION RECOVERY (1947)
 AV0775
 AV0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0775'STATION MARK RECOVERED UPROOTED AND LYING ON ITS SIDE.  REFERENCE
 AV0775'MARK SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0851 ***********************************************************************
 AV0851  DESIGNATION -  CLUB
 AV0851  PID         -  AV0851
 AV0851  STATE/COUNTY-  LA/CAMERON
 AV0851  USGS QUAD   -  F-R RANCH (1982)
 AV0851
 AV0851                         *CURRENT SURVEY CONTROL
 AV0851  ___________________________________________________________________
 AV0851* NAD 83(1992)-  29 52 42.61228(N)    093 31 48.15273(W)     ADJUSTED  
 AV0851* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0851  **This station is located in a subsidence area (see below).
 AV0851  ___________________________________________________________________
 AV0851  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0851  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AV0851
 AV0851  HORZ ORDER  -  THIRD
 AV0851
 AV0851.The horizontal coordinates were established by classical geodetic methods
 AV0851.and adjusted by the National Geodetic Survey in January 1993..
 AV0851
 AV0851 ** The orthometric height has not been validated since last determined
 AV0851 ** by differential leveling and should not be used for control purposes.
 AV0851 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0851 ** area with valid NAVD 88 orthometric heights.
 AV0851 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0851 ** epoch indicated which incorporates improved geoid heights for the
 AV0851 ** Southern Louisiana Subsidence area.
 AV0851 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0851.The orthometric height was scaled from a topographic map.
 AV0851
 AV0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0851
 AV0851.The geoid height was determined by GEOID03.
 AV0851
 AV0851;                    North         East     Units Scale Factor Converg.
 AV0851;SPC LA S     -   154,833.199   787,818.277   MT  0.99992801   -1 05 54.2
 AV0851;SPC LA S     -   507,981.92  2,584,700.46   sFT  0.99992801   -1 05 54.2
 AV0851;UTM  15      - 3,305,440.613   448,816.107   MT  0.99963232   -0 15 50.6
 AV0851
 AV0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0851!SPC LA S     -   1.00000409  x   0.99992801  =   0.99993210
 AV0851!UTM  15      -   1.00000409  x   0.99963232  =   0.99963641
 AV0851
 AV0851:                Primary Azimuth Mark                     Grid Az
 AV0851:SPC LA S     -  OLD STARK TOWER USGS                     121 39 46.7
 AV0851:UTM  15      -  OLD STARK TOWER USGS                     120 49 43.1
 AV0851
 AV0851|---------------------------------------------------------------------|
 AV0851| PID    Reference Object                     Distance      Geod. Az  |
 AV0851|                                                           dddmmss.s |
 AV0851| AV0827 OLD STARK TOWER USGS                APPROX. 4.2 KM 1203352.5 |
 AV0851| AV0862 STARK                               APPROX. 4.9 KM 1793249.3 |
 AV0851| CV9704 CLUB RM                              28.377 METERS 26149     |
 AV0851|---------------------------------------------------------------------|
 AV0851
 AV0851                          SUPERSEDED SURVEY CONTROL
 AV0851
 AV0851  NAD 83(1986)-  29 52 42.63613(N)    093 31 48.13781(W) AD(       ) 3
 AV0851  NAD 27      -  29 52 41.86000(N)    093 31 47.56000(W) AD(       ) 3
 AV0851
 AV0851.Superseded values are not recommended for survey control.
 AV0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0851.See file dsdata.txt to determine how the superseded data were derived.
 AV0851
 AV0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4881605441(NAD 83)
 AV0851_MARKER: DD = SURVEY DISK
 AV0851_SETTING: 0 = UNSPECIFIED SETTING
 AV0851
 AV0851  HISTORY     - Date     Condition        Report By
 AV0851  HISTORY     - 1933     MONUMENTED       USGS
 AV0851
 AV0851                          STATION DESCRIPTION
 AV0851
 AV0851'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0851'IN THE NW ANGLE OF CROSS CANALS AT STARKS CLUBHOUSE AND
 AV0851'ABOUT 300 FEET NW OF CLUBHOUSE.  ON THE N SPOIL BANK OF CANAL
 AV0851'TO W AND AT POINT OF CURVE OF THIS CANAL TO N.
 AV0851'
 AV0851'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0851'CLUB 1933.
 AV0851'
 AV0851'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0851'TABLET AND IS 93.1 FEET W FROM STATION MARK.  S 81 DEG 49 MIN W.
 AV0851'
 AV0851'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0851'ELEVATED 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2616 ***********************************************************************
 AU2616  DESIGNATION -  CLUB HOUSE CHIMNEY
 AU2616  PID         -  AU2616
 AU2616  STATE/COUNTY-  LA/IBERIA
 AU2616  USGS QUAD   -  WEEKS (1994)
 AU2616
 AU2616                         *CURRENT SURVEY CONTROL
 AU2616  ___________________________________________________________________
 AU2616* NAD 83(1992)-  29 49 12.22517(N)    091 49 52.27940(W)     ADJUSTED  
 AU2616* NAVD 88     -                                                        
 AU2616  **This station is located in a subsidence area (see below).
 AU2616  ___________________________________________________________________
 AU2616  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2616  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AU2616
 AU2616  HORZ ORDER  -  THIRD
 AU2616
 AU2616.The horizontal coordinates were established by classical geodetic methods
 AU2616.and adjusted by the National Geodetic Survey in January 1993..
 AU2616
 AU2616 ** The orthometric height has not been validated since last determined
 AU2616 ** by differential leveling and should not be used for control purposes.
 AU2616 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2616 ** area with valid NAVD 88 orthometric heights.
 AU2616 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2616 ** epoch indicated which incorporates improved geoid heights for the
 AU2616 ** Southern Louisiana Subsidence area.
 AU2616 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2616
 AU2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2616
 AU2616.The geoid height was determined by GEOID03.
 AU2616
 AU2616;                    North         East     Units Scale Factor Converg.
 AU2616;SPC LA S     -   146,426.159   951,880.849   MT  0.99993069   -0 14 56.2
 AU2616;SPC LA S     -   480,399.82  3,122,962.42   sFT  0.99993069   -0 14 56.2
 AU2616;UTM  15      - 3,299,419.974   612,935.944   MT  0.99975737   +0 34 52.6
 AU2616
 AU2616                          SUPERSEDED SURVEY CONTROL
 AU2616
 AU2616  NAD 83(1986)-  29 49 12.24618(N)    091 49 52.27282(W) AD(       ) 4
 AU2616  NAD 27      -  29 49 11.50300(N)    091 49 51.84400(W) AD(       ) 3
 AU2616
 AU2616.Superseded values are not recommended for survey control.
 AU2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2616.See file dsdata.txt to determine how the superseded data were derived.
 AU2616
 AU2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1293699420(NAD 83)
 AU2616_MARKER: 85 = CHIMNEY
 AU2616
 AU2616  HISTORY     - Date     Condition        Report By
 AU2616  HISTORY     - 1933     FIRST OBSERVED   CGS
 AU2616  HISTORY     - 1947     GOOD             CGS
 AU2616  HISTORY     - 1947     GOOD             CGS
 AU2616  HISTORY     - 1955     GOOD             CGS
 AU2616
 AU2616                          STATION DESCRIPTION
 AU2616
 AU2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2616'STATION IS ON THE E SHORE OF WEEKS BAY AT THE S BANK OF CARLIN
 AU2616'BAYOU AND AT ITS MOUTH.  THE STATION IS ON THE TOP OF THE CHIMNEY
 AU2616'ON A TRAPPERS CLUBHOUSE WHICH IS A WEATHERED GREY BUILDING.
 AU2616
 AU2616                          STATION RECOVERY (1947)
 AU2616
 AU2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (PJM)
 AU2616'FISHING LODGE ON WEEKS BAY, WEST OF WEEKS ISLAND.  STILL USABLE.
 AU2616
 AU2616                          STATION RECOVERY (1947)
 AU2616
 AU2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2616'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 AU2616
 AU2616                          STATION RECOVERY (1955)
 AU2616
 AU2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2616'STATION APPARENTLY RECOVERED IN GOOD CONDITION.  SHORELINE
 AU2616'HAS RECEDED, AND THE BUILDING IS NOW APPROXIMATELY 150 FT.
 AU2616'OFFSHORE BUT APPEARS STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0634 ***********************************************************************
 AV0634  DESIGNATION -  CLUMP 1955
 AV0634  PID         -  AV0634
 AV0634  STATE/COUNTY-  LA/VERMILION
 AV0634  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0634
 AV0634                         *CURRENT SURVEY CONTROL
 AV0634  ___________________________________________________________________
 AV0634* NAD 83(1992)-  29 37 12.92922(N)    092 01 06.31629(W)     ADJUSTED  
 AV0634* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0634  ___________________________________________________________________
 AV0634  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AV0634  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AV0634
 AV0634  HORZ ORDER  -  THIRD
 AV0634
 AV0634.The horizontal coordinates were established by classical geodetic methods
 AV0634.and adjusted by the National Geodetic Survey in January 1993..
 AV0634
 AV0634.The orthometric height was scaled from a topographic map.
 AV0634
 AV0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0634
 AV0634.The geoid height was determined by GEOID03.
 AV0634
 AV0634;                    North         East     Units Scale Factor Converg.
 AV0634;SPC LA S     -   124,373.464   933,652.075   MT  0.99994766   -0 20 33.2
 AV0634;SPC LA S     -   408,048.61  3,063,156.85   sFT  0.99994766   -0 20 33.2
 AV0634;UTM  15      - 3,277,110.446   595,031.758   MT  0.99971143   +0 29 06.7
 AV0634
 AV0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0634!SPC LA S     -   1.00000404  x   0.99994766  =   0.99995170
 AV0634!UTM  15      -   1.00000404  x   0.99971143  =   0.99971547
 AV0634
 AV0634:                Primary Azimuth Mark                     Grid Az
 AV0634:SPC LA S     -  WEEKS IS MORTON SALT CO TANK             044 49 00.6
 AV0634:UTM  15      -  WEEKS IS MORTON SALT CO TANK             043 59 20.7
 AV0634
 AV0634|---------------------------------------------------------------------|
 AV0634| PID    Reference Object                     Distance      Geod. Az  |
 AV0634|                                                           dddmmss.s |
 AV0634| AU2618 WEEKS IS MORTON SALT CO TANK        APPROX.28.9 KM 0442827.4 |
 AV0634| AU2587 FLOATING RIG B                      APPROX.11.9 KM 0580925.3 |
 AV0634| AU2586 FLOATING RIG A                      APPROX.11.6 KM 0582811.2 |
 AV0634| AU2583 PASS 1933                           APPROX. 3.5 KM 0994843.0 |
 AV0634|---------------------------------------------------------------------|
 AV0634
 AV0634                          SUPERSEDED SURVEY CONTROL
 AV0634
 AV0634  NAD 83(1986)-  29 37 12.95180(N)    092 01 06.30684(W) AD(       ) 3
 AV0634  NAD 27      -  29 37 12.18100(N)    092 01 05.85700(W) AD(       ) 3
 AV0634
 AV0634.Superseded values are not recommended for survey control.
 AV0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0634.See file dsdata.txt to determine how the superseded data were derived.
 AV0634
 AV0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9503277110(NAD 83)
 AV0634_MARKER: DS = TRIANGULATION STATION DISK
 AV0634_SETTING: 0 = UNSPECIFIED SETTING
 AV0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0634
 AV0634  HISTORY     - Date     Condition        Report By
 AV0634  HISTORY     - 1955     MONUMENTED       CGS
 AV0634  HISTORY     - 1959     GOOD             GULF
 AV0634  HISTORY     - 1966     POOR             CGS
 AV0634
 AV0634                          STATION DESCRIPTION
 AV0634
 AV0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0634'STATION IS LOCATED ON THE S SHORE OF VERMILION BAY, IN THE
 AV0634'PAUL J. RAINEY WILD LIFE SANCTUARY, BETWEEN INDIAN POINT
 AV0634'AND SOUTHWEST POINT, APPROXIMATELY 4300 FEET WNW OF SOUTHWEST
 AV0634'PASS, ON A SHELL BANK THAT LIES TO THE SE OF A SMALL MARSH
 AV0634'POINT, 95 FEET SE OF THE NW TIP OF THE SHELL BANK AND 16 FEET
 AV0634'SW OF THE MEAN HIGH WATER LINE.  A STANDARD DISK, STAMPED CLUMP
 AV0634'1955, IN THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 8 INCHES.
 AV0634'LOCATED BY THREE POINT FIX.
 AV0634
 AV0634                          STATION RECOVERY (1959)
 AV0634
 AV0634'RECOVERY NOTE BY GULF REFINING COMPANY 1959 (HGS)
 AV0634'STATION RECOVERED IN GOOD CONDITION.  DUE TO ERODED SHORELINE,
 AV0634'THE MARK IS NOW IN THE WATER AT THE EDGE OF VERMILION BAY.
 AV0634'IT SHOULD BE MOVED SW FROM ITS PRESENT POSITION.  PRESENT
 AV0634'DESCRIPTION IS ADEQUATE EXCEPT FOR STATIONS RELATIONSHIP
 AV0634'TO MEAN HIGH WATER LINE.
 AV0634
 AV0634                          STATION RECOVERY (1966)
 AV0634
 AV0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0634'STATION WAS RECOVERED IN VERY POOR CONDITION.  IT IS NOW ABOUT
 AV0634'75 FEET OFFSHORE IN ABOUT 3 FEET OF WATER AND VERY UNSTABLE.
 AV0634'NO REFERENCE MARKS WERE SET AT THIS STATION.  THE ORIGINAL
 AV0634'DESCRIPTION IS ADEQUATE EXCEPT THAT THE SHELL BEACH HAS
 AV0634'WASHED AWAY LEAVING THE MARK OUT IN THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3038 ***********************************************************************
 CP3038  DESIGNATION -  CLYDE
 CP3038  PID         -  CP3038
 CP3038  STATE/COUNTY-  LA/RICHLAND
 CP3038  USGS QUAD   -  HEBERT (1983)
 CP3038
 CP3038                         *CURRENT SURVEY CONTROL
 CP3038  ___________________________________________________________________
 CP3038* NAD 83(1992)-  32 11 25.89427(N)    091 58 21.30653(W)     ADJUSTED  
 CP3038* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 CP3038  ___________________________________________________________________
 CP3038  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CP3038  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3038
 CP3038  HORZ ORDER  -  SECOND
 CP3038
 CP3038.The horizontal coordinates were established by classical geodetic methods
 CP3038.and adjusted by the National Geodetic Survey in January 1993..
 CP3038
 CP3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3038
 CP3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3038
 CP3038.The geoid height was determined by GEOID03.
 CP3038
 CP3038;                    North         East     Units Scale Factor Converg.
 CP3038;SPC LA N     -   187,558.905 1,049,729.880   MT  0.99992603   +0 16 43.8
 CP3038;SPC LA N     -   615,349.51  3,443,988.78   sFT  0.99992603   +0 16 43.8
 CP3038;UTM  15      - 3,562,017.011   596,845.874   MT  0.99971566   +0 32 50.6
 CP3038
 CP3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3038!SPC LA N     -   1.00000093  x   0.99992603  =   0.99992696
 CP3038!UTM  15      -   1.00000093  x   0.99971566  =   0.99971659
 CP3038
 CP3038:                Primary Azimuth Mark                     Grid Az
 CP3038:SPC LA N     -  CLYDE AZ MK                              002 16 00.7
 CP3038:UTM  15      -  CLYDE AZ MK                              001 59 53.9
 CP3038
 CP3038|---------------------------------------------------------------------|
 CP3038| PID    Reference Object                     Distance      Geod. Az  |
 CP3038|                                                           dddmmss.s |
 CP3038| CY4086 CLYDE AZ MK                                        0023244.5 |
 CP3038| CY4087 CLYDE RM 1                           13.831 METERS 08941     |
 CP3038| CP3037 CLYDE A LDH 1971                      7.671 METERS 12948     |
 CP3038| CY4088 CLYDE RM 2                           13.507 METERS 20623     |
 CP3038|---------------------------------------------------------------------|
 CP3038
 CP3038                          SUPERSEDED SURVEY CONTROL
 CP3038
 CP3038  NAD 83(1986)-  32 11 25.90818(N)    091 58 21.29984(W) AD(       ) 2
 CP3038  NAD 27      -  32 11 25.35598(N)    091 58 20.82414(W) AD(       ) 2
 CP3038  NGVD 29 (07/19/86)   20.0    (m)           66.     (f) VERT ANG       
 CP3038
 CP3038.Superseded values are not recommended for survey control.
 CP3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3038.See file dsdata.txt to determine how the superseded data were derived.
 CP3038
 CP3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9684662017(NAD 83)
 CP3038_MARKER: DD = SURVEY DISK
 CP3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3038_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3038
 CP3038  HISTORY     - Date     Condition        Report By
 CP3038  HISTORY     - 1971     MONUMENTED       LADTD
 CP3038
 CP3038                          STATION DESCRIPTION
 CP3038
 CP3038'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3038'THE STATION IS LOCATED 14 MILES SOUTHWEST OF MANGHAM, 15
 CP3038'MILES WEST OF WINNSBORO AND 14 MILES SOUTH OF RHYMES, IN THE
 CP3038'SOUTHEAST 1/4 OF SECTION 17, T14N, R5E, AND ON THE PROPERTY
 CP3038'OWNED BY CLYDE DUCHESNE, JR., ADDRESS HEBERT, LOUISIANA,
 CP3038'TELEPHONE 649-6488 (MANGHAM).
 CP3038'
 CP3038'TO REACH THE STATION FROM THE POLICE STATION IN MANGHAM (AT THE
 CP3038'INTERSECTION OF STATE HIGHWAYS 15 AND 132), DRIVE WEST ALONG
 CP3038'STATE HIGHWAY 132 FOR 11.2 MILES TO THE INTERSECTION WITH
 CP3038'STATE HIGHWAY 561 IN BUCKNER, CONTINUE SOUTH ALONG STATE
 CP3038'HIGHWAY 561 FOR 10.2 MILES TO THE STATION WHICH IS SET ON THE
 CP3038'LEFT AND EAST OF THE HIGHWAY NEAR A SERVICE STATION AND GROCERY.
 CP3038'
 CP3038'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CP3038'STATE HIGHWAY 561 FOR 0.5 MILE TO THE MARK WHICH IS SET ON THE
 CP3038'LEFT AND WEST OF THE HIGHWAY NEAR A BOAT RAMP.
 CP3038'
 CP3038'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3038'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3038'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3038'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF
 CP3038'AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3038'SURFACE.  THEY ARE STAMPED CLYDE 1971.  THE MARK IS 78 FEET
 CP3038'SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, 64 FEET EAST
 CP3038'OF THE CENTER OF STATE HIGHWAY 561, 40 FEET SOUTHEAST OF THE
 CP3038'NORTH END OF A CONCRETE CULVERT, 29 FEET EAST OF THE SOUTH
 CP3038'END OF A CONCRETE CULVERT, AND 24 FEET EAST-NORTHEAST OF A
 CP3038'METAL WITNESS POST AND SIGN.
 CP3038'
 CP3038'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3038'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3038'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP3038'WITH THE GROUND.  IT IS STAMPED CLYDE R.M. 1 1971.  IT IS
 CP3038'110 FEET EAST OF THE CENTER OF STATE HIGHWAY 561, 75 FEET
 CP3038'EAST OF THE SOUTH END OF A CONCRETE CULVERT, 69 FEET
 CP3038'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BUILDING, AND
 CP3038'65 FEET SOUTH OF THE SOUTHWEST OF THE BUILDING.
 CP3038'
 CP3038'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3038'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3038'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3038'FLUSH WITH THE GROUND.  IT IS STAMPED CLYDE R.M.2 1971.  IT
 CP3038'IS 122 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CP3038'BUILDING, 47 FEET EAST OF THE CENTER OF STATE HIGHWAY 561,
 CP3038'36 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A CULVERT, AND 4
 CP3038'FEET EAST OF A FENCE.
 CP3038'
 CP3038'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3038'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3038'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3038'THE GROUND.  IT IS STAMPED CLYDE AZ. MK. 1971.  IT IS 46 FEET
 CP3038'EAST-SOUTHEAST OF A 20 INCH OAK TREE, 45 FEET SOUTH OF THE CENTER
 CP3038'OF A DRIVE TO A BOAT RAMP, 38 FEET WEST OF THE CENTER OF STATE
 CP3038'HIGHWAY 561, 7 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER,
 CP3038'AND 2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 CP3038'
 CP3038'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3012 ***********************************************************************
 AU3012  DESIGNATION -  COAL
 AU3012  PID         -  AU3012
 AU3012  STATE/COUNTY-  LA/LAFOURCHE
 AU3012  USGS QUAD   -  BAY COURANT (1994)
 AU3012
 AU3012                         *CURRENT SURVEY CONTROL
 AU3012  ___________________________________________________________________
 AU3012* NAD 83(1992)-  29 15 02.87377(N)    090 18 42.63444(W)     ADJUSTED  
 AU3012* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3012  **This station is located in a subsidence area (see below).
 AU3012  ___________________________________________________________________
 AU3012  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU3012  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AU3012
 AU3012  HORZ ORDER  -  THIRD
 AU3012
 AU3012.The horizontal coordinates were established by classical geodetic methods
 AU3012.and adjusted by the National Geodetic Survey in January 1993..
 AU3012
 AU3012 ** The orthometric height has not been validated since last determined
 AU3012 ** by differential leveling and should not be used for control purposes.
 AU3012 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3012 ** area with valid NAVD 88 orthometric heights.
 AU3012 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3012 ** epoch indicated which incorporates improved geoid heights for the
 AU3012 ** Southern Louisiana Subsidence area.
 AU3012 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3012.The orthometric height was scaled from a topographic map.
 AU3012
 AU3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3012
 AU3012.The geoid height was determined by GEOID03.
 AU3012
 AU3012;                    North         East     Units Scale Factor Converg.
 AU3012;SPC LA S     -    83,666.650 1,099,291.452   MT  1.00001078   +0 30 38.7
 AU3012;SPC LA S     -   274,496.33  3,606,592.04   sFT  1.00001078   +0 30 38.7
 AU3012;UTM  15      - 3,238,768.365   761,242.227   MT  1.00044223   +1 18 51.4
 AU3012
 AU3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3012!SPC LA S     -   1.00000381  x   1.00001078  =   1.00001459
 AU3012!UTM  15      -   1.00000381  x   1.00044223  =   1.00044604
 AU3012
 AU3012|---------------------------------------------------------------------|
 AU3012| PID    Reference Object                     Distance      Geod. Az  |
 AU3012|                                                           dddmmss.s |
 AU3012| DD6534 COAL RM 1                            57.229 METERS 01741     |
 AU3012| DD6535 COAL RM 2                            26.479 METERS 06655     |
 AU3012| AU3011 RACK                                APPROX. 6.0 KM 3291153.0 |
 AU3012|---------------------------------------------------------------------|
 AU3012
 AU3012                          SUPERSEDED SURVEY CONTROL
 AU3012
 AU3012  NAD 83(1986)-  29 15 02.89005(N)    090 18 42.64506(W) AD(       ) 3
 AU3012  NAD 27      -  29 15 02.07400(N)    090 18 42.35300(W) AD(       ) 3
 AU3012
 AU3012.Superseded values are not recommended for survey control.
 AU3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3012.See file dsdata.txt to determine how the superseded data were derived.
 AU3012
 AU3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6124238768(NAD 83)
 AU3012_MARKER: DS = TRIANGULATION STATION DISK
 AU3012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3012_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3012
 AU3012  HISTORY     - Date     Condition        Report By
 AU3012  HISTORY     - 1934     MONUMENTED       CGS
 AU3012  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3012  HISTORY     - 1964     MARK NOT FOUND   CGS
 AU3012
 AU3012                          STATION DESCRIPTION
 AU3012
 AU3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3012'STATION IS ON THE E SIDE OF LAKE RACCOURCI, ABOUT 5-1/2
 AU3012'MILES W OF LEESVILLE, ON A LOW POINT OF MARSH LAND THAT IS
 AU3012'THE S END OF THE NORTHERN ONE OF TWO ISLANDS SEPARATING
 AU3012'LAKE RACCOURCI AND COAL TAR BAY.
 AU3012'
 AU3012'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3012'SET IN CONCRETE IN THE TOP OF TILES.
 AU3012'
 AU3012'REFERENCE MARK NO. 1 IS 57.229 METERS (187.76 FEET) FROM
 AU3012'THE STATION N 17 DEG 41 MIN E.
 AU3012'
 AU3012'REFERENCE MARK NO. 2 IS 26.479 METERS (86.87 FEET) FROM THE
 AU3012'STATION N 66 DEG 55 MIN E.
 AU3012
 AU3012                          STATION RECOVERY (1952)
 AU3012
 AU3012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3012'STATION AND REFERENCE MARK 2 WERE SEARCHED FOR BUT NOT RECOVERED.
 AU3012'REFERENCE MARK 1 WAS FOUND WASHED OUT AND LYING IN THE WATER
 AU3012'OFFSHORE.  THE DISK WAS REMOVED.  FROM AZIMUTHS AND DISTANCES
 AU3012'TO THE REFERENCE MARKS IN ORIGINAL POSITION, REFERENCE MARK
 AU3012'1 WAS FARTHEST INSHORE.  THIS WOULD DEFINITELY PLACE BOTH
 AU3012'THE STATION AND REFERENCE MARK 2 WELL OFFSHORE.  IT IS
 AU3012'RECOMMENED THAT THE STATION BE CONSIDERED LOST.
 AU3012
 AU3012                          STATION RECOVERY (1964)
 AU3012
 AU3012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WKM)
 AU3012'STATION MARK NOT FOUND DUE TO APPROX. 3 TO 4 FT. OF WATER
 AU3012'AT THE AREA WHERE STATION WAS POLTTED ON MAP., LOCATION
 AU3012'NOT DEFINITE DUE TO THE SOUTH END OR THE ISLAND WHERE DESCRIPTION
 AU3012'CALLS FOR IN NOTES IS NOW UNDER WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3102 ***********************************************************************
 BK3102  DESIGNATION -  COASTAL CLUB
 BK3102  PID         -  BK3102
 BK3102  STATE/COUNTY-  LA/CAMERON
 BK3102  USGS QUAD   -  LAKE CHARLES SE (1975)
 BK3102
 BK3102                         *CURRENT SURVEY CONTROL
 BK3102  ___________________________________________________________________
 BK3102* NAD 83(1992)-  30 00 10.60855(N)    093 01 47.29268(W)     ADJUSTED  
 BK3102* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BK3102  **This station is located in a subsidence area (see below).
 BK3102  ___________________________________________________________________
 BK3102  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK3102  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK3102
 BK3102  HORZ ORDER  -  SECOND
 BK3102
 BK3102.The horizontal coordinates were established by classical geodetic methods
 BK3102.and adjusted by the National Geodetic Survey in January 1993..
 BK3102
 BK3102 ** The orthometric height has not been validated since last determined
 BK3102 ** by differential leveling and should not be used for control purposes.
 BK3102 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3102 ** area with valid NAVD 88 orthometric heights.
 BK3102 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3102 ** epoch indicated which incorporates improved geoid heights for the
 BK3102 ** Southern Louisiana Subsidence area.
 BK3102 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3102.The orthometric height was scaled from a topographic map.
 BK3102
 BK3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3102
 BK3102.The geoid height was determined by GEOID03.
 BK3102
 BK3102;                    North         East     Units Scale Factor Converg.
 BK3102;SPC LA S     -   167,804.578   836,336.871   MT  0.99992575   -0 50 53.7
 BK3102;SPC LA S     -   550,538.85  2,743,881.88   sFT  0.99992575   -0 50 53.7
 BK3102;UTM  15      - 3,319,112.258   497,125.604   MT  0.99960010   -0 00 53.7
 BK3102
 BK3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3102!SPC LA S     -   1.00000392  x   0.99992575  =   0.99992967
 BK3102!UTM  15      -   1.00000392  x   0.99960010  =   0.99960402
 BK3102
 BK3102|---------------------------------------------------------------------|
 BK3102| PID    Reference Object                     Distance      Geod. Az  |
 BK3102|                                                           dddmmss.s |
 BK3102| CV8272 COASTAL CLUB RM 1                    23.080 METERS 01334     |
 BK3102| AV0770 JUNCT                               APPROX.10.9 KM 1392255.4 |
 BK3102| CV8273 COASTAL CLUB RM 2                    27.950 METERS 16855     |
 BK3102| AV0796 SWEET LAKE N TWIN STEEL STACK       APPROX.12.5 KM 2370821.0 |
 BK3102| AV0795 NORTH SWEET LAKE AIR SEPARATOR      APPROX.12.5 KM 2371332.3 |
 BK3102| AV0799 SWEET LAKE SMALL STEEL TANK         APPROX. 9.9 KM 2573246.5 |
 BK3102| AV0794 BLACK TOP SILVER STACK              APPROX. 9.9 KM 2573849.2 |
 BK3102|---------------------------------------------------------------------|
 BK3102
 BK3102                          SUPERSEDED SURVEY CONTROL
 BK3102
 BK3102  NAD 83(1986)-  30 00 10.63370(N)    093 01 47.27792(W) AD(       ) 2
 BK3102  NAD 27      -  30 00 09.88500(N)    093 01 46.71500(W) AD(       ) 2
 BK3102
 BK3102.Superseded values are not recommended for survey control.
 BK3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3102.See file dsdata.txt to determine how the superseded data were derived.
 BK3102
 BK3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9712619112(NAD 83)
 BK3102_MARKER: DS = TRIANGULATION STATION DISK
 BK3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3102
 BK3102  HISTORY     - Date     Condition        Report By
 BK3102  HISTORY     - 1934     MONUMENTED       CGS
 BK3102  HISTORY     - 1948     GOOD             SOHIO
 BK3102  HISTORY     - 1974     MARK NOT FOUND   USGS
 BK3102
 BK3102                          STATION DESCRIPTION
 BK3102
 BK3102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 BK3102'STATION IS ABOUT 12 MILES SE OF HOLMWOOD, ABOUT 1/2 MILE
 BK3102'S OF THE PUMPING PLANT OF THE NORTH AMERICAN LAND AND TIMBER
 BK3102'COMPANY, AND ABOUT 1 MILE N OF THE COASTAL HUNTING CLUB,
 BK3102'12.8 METERS E OF THE CENTER LINE OF A SHELL ROAD ALONG THE
 BK3102'E BANK OF THE NORTH AMERICAN LAND AND TIMBER CANAL, WHICH
 BK3102'RUNS N AND S BETWEEN THE INTRACOASTAL CANAL AND THE PUMPING
 BK3102'PLANT.  IT IS ON RANGE WITH THE PROLONGATION OF THE N BANK
 BK3102'OF A CANAL OR DITCH (16 FEET WIDE), WHICH ENTERS THE NORTH
 BK3102'AMERICAN LAND AND TIMBER CANAL APPROXIMATELY AT RIGHT ANGLES
 BK3102'FROM THE W, AND 14.3 METERS S OF AN E-W LINE EXTENDED
 BK3102'THROUGH THE CENTER OF THE MOUTH OF THE DITCH.  IT IS 5.45
 BK3102'METERS W OF A FENCE LINE AND TELEPHONE LINE, RUNNING N
 BK3102'AND S AND MARKING THE E LIMIT OF THE HIGHWAY
 BK3102'RIGHT-OF-WAY.
 BK3102'
 BK3102'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BK3102'IN THE TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 BK3102'
 BK3102'STATION MAY BE REACHED BY ROAD FROM HOLMWOOD, OR BY BOAT,
 BK3102'OF DRAFT NOT EXCEEDING 5-1/2 FEET, VIA INTRACOASTAL CANAL
 BK3102'AND THE NORTH AMERICAN LAND AND TIMBER CANAL.  FOLLOW
 BK3102'INTRACOASTAL CANAL EASTWARD FROM GRAND LAKE FERRY 14 MILES
 BK3102'(STATUTE), TO NORTH AMERICAN LAND AND TIMBER CANAL, THEN N
 BK3102'ALONG LATTER SEVEN MILES TO T-JUNCTION WITH BRANCH CANAL.
 BK3102'
 BK3102'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 BK3102
 BK3102                          STATION RECOVERY (1948)
 BK3102
 BK3102'RECOVERY NOTE BY SOHIO PETROLEUM COMPANY 1948 (GFB)
 BK3102'STATION FOUND IN PLACE.
 BK3102
 BK3102                          STATION RECOVERY (1974)
 BK3102
 BK3102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 BK3102'NO MARKS WERE FOUND.  ANOTHER N-S CANAL HAS BEEN DUG ALONG
 BK3102'THE EAST EDGE OR THROUGH THE STATION SITE.  THE MARKS MAY
 BK3102'BE BENEATH THE SPOIL BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0719 ***********************************************************************
 AV0719  DESIGNATION -  COASTAL USGS 1932
 AV0719  PID         -  AV0719
 AV0719  STATE/COUNTY-  LA/VERMILION
 AV0719  USGS QUAD   -  LATANIER BAYOU (1979)
 AV0719
 AV0719                         *CURRENT SURVEY CONTROL
 AV0719  ___________________________________________________________________
 AV0719* NAD 83(1992)-  29 54 23.44218(N)    092 32 41.19236(W)     ADJUSTED  
 AV0719* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0719  **This station is located in a subsidence area (see below).
 AV0719  ___________________________________________________________________
 AV0719  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AV0719  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AV0719
 AV0719  HORZ ORDER  -  THIRD
 AV0719
 AV0719.The horizontal coordinates were established by classical geodetic methods
 AV0719.and adjusted by the National Geodetic Survey in January 1993..
 AV0719
 AV0719 ** The orthometric height has not been validated since last determined
 AV0719 ** by differential leveling and should not be used for control purposes.
 AV0719 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0719 ** area with valid NAVD 88 orthometric heights.
 AV0719 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0719 ** epoch indicated which incorporates improved geoid heights for the
 AV0719 ** Southern Louisiana Subsidence area.
 AV0719 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0719.The orthometric height was scaled from a topographic map.
 AV0719
 AV0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0719
 AV0719.The geoid height was determined by GEOID03.
 AV0719
 AV0719;                    North         East     Units Scale Factor Converg.
 AV0719;SPC LA S     -   156,522.247   883,013.741   MT  0.99992709   -0 36 20.7
 AV0719;SPC LA S     -   513,523.41  2,897,020.92   sFT  0.99992709   -0 36 20.7
 AV0719;UTM  15      - 3,308,513.212   543,946.663   MT  0.99962383   +0 13 37.1
 AV0719
 AV0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0719!SPC LA S     -   1.00000419  x   0.99992709  =   0.99993128
 AV0719!UTM  15      -   1.00000419  x   0.99962383  =   0.99962802
 AV0719
 AV0719:                Primary Azimuth Mark                     Grid Az
 AV0719:SPC LA S     -  WARREN USGS 1932                         100 14 06.7
 AV0719:UTM  15      -  WARREN USGS 1932                         099 24 08.9
 AV0719
 AV0719|---------------------------------------------------------------------|
 AV0719| PID    Reference Object                     Distance      Geod. Az  |
 AV0719|                                                           dddmmss.s |
 AV0719| AV0685 WARREN USGS 1932                    APPROX.11.2 KM 0993746.0 |
 AV0719| AV0720 CROWLEY TOWER USGS                  APPROX. 5.5 KM 1462320.0 |
 AV0719|---------------------------------------------------------------------|
 AV0719
 AV0719                          SUPERSEDED SURVEY CONTROL
 AV0719
 AV0719  NAD 83(1986)-  29 54 23.46177(N)    092 32 41.18337(W) AD(       ) 3
 AV0719  NAD 27      -  29 54 22.71400(N)    092 32 40.69000(W) AD(       ) 3
 AV0719
 AV0719.Superseded values are not recommended for survey control.
 AV0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0719.See file dsdata.txt to determine how the superseded data were derived.
 AV0719
 AV0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4394708513(NAD 83)
 AV0719_MARKER: DS = TRIANGULATION STATION DISK
 AV0719_SETTING: 0 = UNSPECIFIED SETTING
 AV0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0719
 AV0719  HISTORY     - Date     Condition        Report By
 AV0719  HISTORY     - 1932     MONUMENTED       USGS
 AV0719  HISTORY     - 1947     GOOD             CGS
 AV0719
 AV0719                          STATION DESCRIPTION
 AV0719
 AV0719'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 AV0719'THIS STATION IS LOCATED ON THE TOP OF THE SPOIL BANK OF THE
 AV0719'INTRACOASTAL CANAL, ON THE N SIDE OF THE CANAL AND 22 METERS N
 AV0719'OF THE BANK OF THE CANAL.  IT IS 3080 METERS W OF A CANAL LEADING
 AV0719'TO THE TOWN OF FLORENCE, 850 METERS W OF THE CENTER OF A SMALL
 AV0719'CYPRESS CHENIERE ON THE N SIDE OF THE CANAL, 109.9 METERS W
 AV0719'OF A STEEL POST WITH A POSTED SIGN AND 3-1/5 MILES E OF A TURN
 AV0719'IN THE CANAL.
 AV0719'
 AV0719'STATION MARK IS A SQUARE CONCRETE MONUMENT WITH A STANDARD
 AV0719'U.S.G.S. DISK STAMPED COASTAL 1932.  MARK IS IN A CLEAR SPACE
 AV0719'ON THE TOP OF THE SPOIL BANK ABOUT 3 INCHES ABOVE THE SURFACE
 AV0719'OF THE GROUND.
 AV0719'
 AV0719'NOTE--STATION RECOVERED AND REDESCRIBED IN 1934 BY U.S. COAST
 AV0719'AND GEODETIC SURVEY, THOS. B. REED, CHIEF OF PARTY.
 AV0719
 AV0719                          STATION RECOVERY (1947)
 AV0719
 AV0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0719'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK
 AV0719'RECOVERED IN GOOD CONDITION.  STATION MARK IS NOW ABOUT 2 METERS
 AV0719'N OF S EDGE TOP OF SPOIL BANK DUE TO WIDENING OF CHANNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2764 ***********************************************************************
 BH2764  DESIGNATION -  COAX
 BH2764  PID         -  BH2764
 BH2764  STATE/COUNTY-  LA/ST TAMMANY
 BH2764  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 BH2764
 BH2764                         *CURRENT SURVEY CONTROL
 BH2764  ___________________________________________________________________
 BH2764* NAD 83(1992)-  30 09 01.14843(N)    089 35 42.27815(W)     ADJUSTED  
 BH2764* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 BH2764  **This station is located in a subsidence area (see below).
 BH2764  ___________________________________________________________________
 BH2764  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BH2764  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BH2764
 BH2764  HORZ ORDER  -  THIRD
 BH2764
 BH2764.The horizontal coordinates were established by classical geodetic methods
 BH2764.and adjusted by the National Geodetic Survey in May 1994..
 BH2764
 BH2764 ** The orthometric height has not been validated since last determined
 BH2764 ** by differential leveling and should not be used for control purposes.
 BH2764 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2764 ** area with valid NAVD 88 orthometric heights.
 BH2764 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2764 ** epoch indicated which incorporates improved geoid heights for the
 BH2764 ** Southern Louisiana Subsidence area.
 BH2764 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2764
 BH2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2764
 BH2764.The geoid height was determined by GEOID03.
 BH2764
 BH2764;                    North         East     Units Scale Factor Converg.
 BH2764;SPC LA S     -   184,198.679 1,167,446.228   MT  0.99992913   +0 52 08.9
 BH2764;SPC LA S     -   604,325.17  3,830,196.50   sFT  0.99992913   +0 52 08.9
 BH2764;SPC MS E     -    72,328.964   226,615.773   MT  1.00001641   -0 22 57.4
 BH2764;SPC MS E     -   237,299.28    743,488.58   sFT  1.00001641   -0 22 57.4
 BH2764;UTM  16      - 3,338,286.451   250,046.223   MT  1.00037087   -1 18 14.8
 BH2764
 BH2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2764!SPC LA S     -   1.00000413  x   0.99992913  =   0.99993326
 BH2764!SPC MS E     -   1.00000413  x   1.00001641  =   1.00002054
 BH2764!UTM  16      -   1.00000413  x   1.00037087  =   1.00037500
 BH2764
 BH2764|---------------------------------------------------------------------|
 BH2764| PID    Reference Object                     Distance      Geod. Az  |
 BH2764|                                                           dddmmss.s |
 BH2764| DD7715 COAX RM 2                            12.138 METERS 07430     |
 BH2764| DD7713 COAX AZ MK                                         0883618.9 |
 BH2764| BH2779 LAKE BORGNE RANGE REAR LIGHT        APPROX. 4.6 KM 2501120.6 |
 BH2764| DD7714 COAX RM 1                            13.810 METERS 34157     |
 BH2764|---------------------------------------------------------------------|
 BH2764
 BH2764                          SUPERSEDED SURVEY CONTROL
 BH2764
 BH2764  NAD 83(1992)-  30 09 01.15713(N)    089 35 42.27456(W) AD(       ) 3
 BH2764  NAD 83(1986)-  30 09 01.16168(N)    089 35 42.27330(W) AD(       ) 3
 BH2764  NAD 27      -  30 09 00.44516(N)    089 35 42.07904(W) AD(       ) 3
 BH2764  NGVD 29 (07/19/86)    0.3    (m)            1.     (f) VERT ANG       
 BH2764
 BH2764.Superseded values are not recommended for survey control.
 BH2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2764.See file dsdata.txt to determine how the superseded data were derived.
 BH2764
 BH2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5004638286(NAD 83)
 BH2764_MARKER: DT = TOPOGRAPHIC STATION DISK
 BH2764_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2764_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2764
 BH2764  HISTORY     - Date     Condition        Report By
 BH2764  HISTORY     - 1952     MONUMENTED       CGS
 BH2764  HISTORY     - 1966     GOOD             CGS
 BH2764  HISTORY     - 1971     GOOD             NGS
 BH2764
 BH2764                          STATION DESCRIPTION
 BH2764
 BH2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2764'STATION IS LOCATED ON PEARL RIVER ISLAND, APPROXIMATELY 2 MILES E
 BH2764'OF THE MOUTH OF RIGOLETS, AND ON LONG POINT, APPROXIMATELY 0.2 MILE
 BH2764'W OF THE MOUTH OF SAND BAYOU, INSHORE FROM TWO SMALL SHELL DEPOSITS
 BH2764'ON EDGE OF MARSH. A STANDARD RECOVERABLE TOPOGRAPHIC STATION DISK
 BH2764'STAMPED COAX 1952 SET IN THE TOP OF A 7-INCH STOVEPIPE FILLED
 BH2764'WITH CONCRETE AND RESTING ON A 2X4X8 DRIVEN INTO THE MARSH.
 BH2764'MONUMENT PROJECTS 1 FOOT.
 BH2764'
 BH2764'APPARENT SHORELINE IS 175 FEET (53.3 METERS) S 77 DEG 46 MIN W
 BH2764'AND 300 FEET (91.4 METERS) S 9 DEG 59 MIN E.
 BH2764
 BH2764                          STATION RECOVERY (1966)
 BH2764
 BH2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2764'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. AZIMUTH MARK,
 BH2764'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME. A COMPLETE
 BH2764'NEW DESCRIPTION OF STATION FOLLOWS--
 BH2764'
 BH2764'STATION IS LOCATED ON THE NORTH SHORE OF LAKE BORGNE, ABOUT 9 MILES
 BH2764'EAST OF EAST END OF LAKE PONTCHARTRAIN, 2 MILES EAST OF MOUTH OF
 BH2764'RIGOLETS AND ON PEARL RIVER ISLAND ON LONG POINT.
 BH2764'
 BH2764'STATION MARK, A STANDARD TOPOGRAPHIC DISK STAMPED COAX 1952, IS SET
 BH2764'IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 1 FOOT. THE MARK
 BH2764'IS 100 FEET NORTHEAST OF SHORE LINE TO SOUTH AND 6 INCHES SOUTHWEST
 BH2764'OF WITNESS POST.
 BH2764'
 BH2764'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED COAX NO 1 1952
 BH2764'1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER GROUND WELD ROD 24
 BH2764'FEET LONG WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH
 BH2764'PROJECTS 2.5 FEET. THE MARK IS 45 FEET NORTHWEST OF WITNESS POST A
 BH2764'STATION MARK AND 1 FOOT NORTHEAST OF WITNESS POST.
 BH2764'
 BH2764'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED COAX NO 2 1952
 BH2764'1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER GROUND WELD ROD 24
 BH2764'FEET LONG WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH
 BH2764'PROJECTS 2.5 FEET. THE MARK IS 39.8 FEET NORTHEAST OF WITNESS POST
 BH2764'AT STATION MARK AND 8 INCHES NORTH OF WITNESS POST.
 BH2764'
 BH2764'AZIMUTH MARK, A STANDARD DISK STAMPED COAX 1952 1966, IS CRIMPED TO
 BH2764'THE TOP OF A 5/8 INCH COPPER GROUND WELD ROD 32 FEET LONG WHICH IS
 BH2764'ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS 3 FEET. THE
 BH2764'MARK IS 33 PACES NORTH OF WEST SIDE OF MOUTH OF INLET, 15 PACES
 BH2764'WEST OF WEST SIDE OF INLET AND 1 FOOT SOUTHEAST OF WITNESS POST.
 BH2764'
 BH2764'NOTICE--STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 BH2764
 BH2764                          STATION RECOVERY (1971)
 BH2764
 BH2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2764'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY L.M.C. IN 1966.
 BH2764'
 BH2764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2764'ABOUT 6.7 MILES SOUTH OF PEARLONGTON, MISSISSIPPI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2948 ***********************************************************************
 CQ2948  DESIGNATION -  COBB
 CQ2948  PID         -  CQ2948
 CQ2948  STATE/COUNTY-  LA/BIENVILLE
 CQ2948  USGS QUAD   -  ARCADIA (1994)
 CQ2948
 CQ2948                         *CURRENT SURVEY CONTROL
 CQ2948  ___________________________________________________________________
 CQ2948* NAD 83(1992)-  32 32 17.23697(N)    092 57 38.75384(W)     ADJUSTED  
 CQ2948* NAVD 88     -       136.     (meters)     446.     (feet)  VERTCON   
 CQ2948  ___________________________________________________________________
 CQ2948  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CQ2948  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2948
 CQ2948  HORZ ORDER  -  FIRST
 CQ2948
 CQ2948.The horizontal coordinates were established by classical geodetic methods
 CQ2948.and adjusted by the National Geodetic Survey in January 1993..
 CQ2948
 CQ2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2948
 CQ2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2948
 CQ2948.The geoid height was determined by GEOID03.
 CQ2948
 CQ2948;                    North         East     Units Scale Factor Converg.
 CQ2948;SPC LA N     -   226,073.790   956,718.368   MT  0.99997322   -0 14 37.0
 CQ2948;SPC LA N     -   741,710.43  3,138,833.51   sFT  0.99997322   -0 14 37.0
 CQ2948;UTM  15      - 3,600,085.607   503,684.152   MT  0.99960017   +0 01 16.0
 CQ2948
 CQ2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2948!SPC LA N     -   0.99998269  x   0.99997322  =   0.99995591
 CQ2948!UTM  15      -   0.99998269  x   0.99960017  =   0.99958287
 CQ2948
 CQ2948:                Primary Azimuth Mark                     Grid Az
 CQ2948:SPC LA N     -  ARCADIA MUNICIPAL TANK                   071 35 46.5
 CQ2948:UTM  15      -  ARCADIA MUNICIPAL TANK                   071 19 53.5
 CQ2948
 CQ2948|---------------------------------------------------------------------|
 CQ2948| PID    Reference Object                     Distance      Geod. Az  |
 CQ2948|                                                           dddmmss.s |
 CQ2948| CQ2949 ARCADIA MUNICIPAL TANK              APPROX. 4.0 KM 0712109.5 |
 CQ2948| CY4090 COBB RM 2                            32.464 METERS 13301     |
 CQ2948| CY4089 COBB RM 1                            66.931 METERS 21947     |
 CQ2948| CQ2954 7A004 LADH 1966                     APPROX. 4.4 KM 3102544.1 |
 CQ2948|---------------------------------------------------------------------|
 CQ2948
 CQ2948                          SUPERSEDED SURVEY CONTROL
 CQ2948
 CQ2948  NAD 83(1986)-  32 32 17.24998(N)    092 57 38.74458(W) AD(       ) 1
 CQ2948  NAD 27      -  32 32 16.70183(N)    092 57 38.17054(W) AD(       ) 1
 CQ2948  NGVD 29 (07/19/86)  136.     (m)          446.     (f) VERT ANG       
 CQ2948
 CQ2948.Superseded values are not recommended for survey control.
 CQ2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2948.See file dsdata.txt to determine how the superseded data were derived.
 CQ2948
 CQ2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0368400086(NAD 83)
 CQ2948_MARKER: DS = TRIANGULATION STATION DISK
 CQ2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2948
 CQ2948  HISTORY     - Date     Condition        Report By
 CQ2948  HISTORY     - 1931     MONUMENTED       CGS
 CQ2948  HISTORY     - 1966     GOOD             CGS
 CQ2948  HISTORY     - 1970     GOOD             USAF
 CQ2948  HISTORY     - 1983     GOOD             NGS
 CQ2948
 CQ2948                          STATION DESCRIPTION
 CQ2948
 CQ2948'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2948'STATION IS ABOUT 5 MILES E OF GIBSLAND AND 2-1/2 MILES SW
 CQ2948'OF ARCADIA, ON LAND SAID TO BELONG TO SALLY COBB.
 CQ2948'
 CQ2948'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2948'DISKS SET IN CONCRETE.
 CQ2948'
 CQ2948'REFERENCE MARK NO. 1 IS ON W SIDE OF WOODS ROAD MENTIONED
 CQ2948'BELOW, AND 66.84 METERS (219.3 FEET) FROM STATION S 46 DEG 60 MIN E.
 CQ2948'
 CQ2948'REFERENCE MARK NO. 2 IS ON S SIDE OF A DIM LANE, 7.5 METERS
 CQ2948'(25 FEET) E OF AN 18-INCH OAK TREE, 8.55 METERS (28.1 FEET) S
 CQ2948'OF A 12-INCH PINE TREE, AND 32.47 METERS (106.5 FEET) FROM
 CQ2948'STATION S 39 DEG 46 MIN W.
 CQ2948'
 CQ2948'TO REACH STATION FROM ARCADIA GO 0.8 MILE W ON U.S. ROUTE
 CQ2948'80, LEFT (S) ON A DIRT ROAD 2.3 MILES TO THE TOP OF A LONG
 CQ2948'GRADE AND A SMALL PEACH ORCHARD ON THE LEFT (S) SIDE OF THE
 CQ2948'ROAD, TURN LEFT ACROSS THIS ORCHARD AND FOLLOW WINDING WOODS
 CQ2948'ROAD 0.3 MILE TO HIGHEST POINT IN THE VICINITY.  STATION
 CQ2948'IS ABOUT 20 YARDS NE OF A FORK IN THE ROAD, IN THE SW CORNER
 CQ2948'OF A COTTON FIELD, AND 24.05 METERS (78.9 FEET) NE OF A
 CQ2948'24-INCH OAK TREE WHICH IS AT NW CORNER OF FENCED LOT.
 CQ2948
 CQ2948                          STATION RECOVERY (1966)
 CQ2948
 CQ2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ2948'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 CQ2948'IN GOOD CONDITION.
 CQ2948'
 CQ2948'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF ARCADIA,
 CQ2948'LA. ON THE HIGHEST POINT OF A PROMINENT RIDGE JUST NORTHWEST
 CQ2948'OF THE RESIDENCE OF MR. BOBBY STEWART, 24 FEET EAST OF THE
 CQ2948'CENTERLINE OF A DIRT ROAD, 199.10 FEET NORTHWEST OF THE
 CQ2948'NORTHWEST CORNER OF THE BOBBY STEWART RESIDENCE, 1.5 FEET
 CQ2948'NORTH OF A METAL WITNESS POST AND SIGN, AND 90.80 FEET NORTH
 CQ2948'OF A TELEPHONE POLE.
 CQ2948'
 CQ2948'STATION AND REFERENCES ARE STANDARD BRONZE DISKS SET IN CONCRETE
 CQ2948'POSTS.
 CQ2948'
 CQ2948'REFERENCE MARK NO. 2 IS 106.51 FEET SOUTHEAST OF STATION,
 CQ2948'92.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BOBBY
 CQ2948'STEWART RESIDENCE, 20.3 FEET SOUTH OF CENTERLINE OF A
 CQ2948'DIRT ROAD, 55.1 FEET NORTH OF AN 18 INCH TWIN HICKORY TREE
 CQ2948'AND 22.6 FEET EAST OF A TELEPHONE POLE.
 CQ2948'
 CQ2948'REFERENCE MARK NO. 1 IS 219.59 FEET SOUTH OF STATION, 196.9
 CQ2948'FEET SOUTHWEST OF THE CENTERLINE OF ABOVE DIRT ROAD, 43.0
 CQ2948'FEET EAST OF WOODS ROAD LEADING SOUTH, AND 32.7 FEET SOUTHWEST
 CQ2948'OF A 36 INCH SWEET GUM TREE.
 CQ2948'
 CQ2948'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ARCADIA,
 CQ2948'LA., FOLLOW U.S. HWY. 80 NORTHWEST FOR 0.80 MILE TO BLACK TOP
 CQ2948'ROAD LEADING SOUTHWEST, THENCE ALONG BLACK TOP ROAD FOR
 CQ2948'2.5 MILES TO DIRT ROAD ON TOP OF HILL LEADING LEFT, THENCE
 CQ2948'ALONG THIS DIRT ROAD FOR 0.30 MILE TO STATION ON LEFT SIDE
 CQ2948'OF DIRT ROAD.
 CQ2948
 CQ2948                          STATION RECOVERY (1970)
 CQ2948
 CQ2948'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2948'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 CQ2948'CONDITION AS DESCRIBED.
 CQ2948'
 CQ2948'ROUTE DESCRIPTION IS ADEQUATE.
 CQ2948
 CQ2948                          STATION RECOVERY (1983)
 CQ2948
 CQ2948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JEF)
 CQ2948'THIS STATION WAS VISITED THIS DATE TO VERIFY EITHER THE DATA IN THE
 CQ2948'1931 DESCRIPTION OR THE DATA IN THE 1966 DESCRIPTION.  THE 1966
 CQ2948'DESCRIPTION IS ADEQUATE FOR THE RECOVERY OF THE STATION WITH THE
 CQ2948'EXCEPTION THAT THE DIRT ROAD ON TOP OF HILL IS NOW A BLACK TOP ROAD.
 CQ2948'THE BEARINGS, DISTANCES AND DIRECTIONS LIST IN THE 1966 DESCRIPTION
 CQ2948'ARE FOUND TO BE CORRECT.  THE BEARINGS AND DIRECTIONS FOR THE
 CQ2948'REFERENCE MARKS NUMBER 1 AND 2 ARE FOUND TO BE REVERSED IN THE 1931
 CQ2948'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2878 ***********************************************************************
 BX2878  DESIGNATION -  COBB
 BX2878  PID         -  BX2878
 BX2878  STATE/COUNTY-  LA/SABINE
 BX2878  USGS QUAD   -  HOLLIS CREEK (1989)
 BX2878
 BX2878                         *CURRENT SURVEY CONTROL
 BX2878  ___________________________________________________________________
 BX2878* NAD 83(1992)-  31 49 28.85737(N)    093 29 30.99330(W)     ADJUSTED  
 BX2878* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 BX2878  ___________________________________________________________________
 BX2878  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BX2878  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2878
 BX2878  HORZ ORDER  -  SECOND
 BX2878
 BX2878.The horizontal coordinates were established by classical geodetic methods
 BX2878.and adjusted by the National Geodetic Survey in January 1993..
 BX2878
 BX2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2878
 BX2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2878
 BX2878.The geoid height was determined by GEOID03.
 BX2878
 BX2878;                    North         East     Units Scale Factor Converg.
 BX2878;SPC LA N     -   147,303.705   906,099.511   MT  0.99991605   -0 31 28.0
 BX2878;SPC LA N     -   483,278.91  2,972,761.48   sFT  0.99991605   -0 31 28.0
 BX2878;UTM  15      - 3,521,108.744   453,444.939   MT  0.99962673   -0 15 33.9
 BX2878
 BX2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2878!SPC LA N     -   0.99998658  x   0.99991605  =   0.99990263
 BX2878!UTM  15      -   0.99998658  x   0.99962673  =   0.99961331
 BX2878
 BX2878|---------------------------------------------------------------------|
 BX2878| PID    Reference Object                     Distance      Geod. Az  |
 BX2878|                                                           dddmmss.s |
 BX2878| BX2877 COBB LDH 1971 RM 1                    6.304 METERS 02213     |
 BX2878| CV8274 COBB AZ MK                                         2580220.9 |
 BX2878| CV8275 COBB RM 2                            18.485 METERS 26001     |
 BX2878|---------------------------------------------------------------------|
 BX2878
 BX2878                          SUPERSEDED SURVEY CONTROL
 BX2878
 BX2878  NAD 83(1986)-  31 49 28.86882(N)    093 29 30.98760(W) AD(       ) 2
 BX2878  NAD 27      -  31 49 28.27076(N)    093 29 30.34992(W) AD(       ) 2
 BX2878  NGVD 29 (07/19/86)  111.6    (m)          366.     (f) VERT ANG       
 BX2878
 BX2878.Superseded values are not recommended for survey control.
 BX2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2878.See file dsdata.txt to determine how the superseded data were derived.
 BX2878
 BX2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5344521109(NAD 83)
 BX2878_MARKER: DD = SURVEY DISK
 BX2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2878
 BX2878  HISTORY     - Date     Condition        Report By
 BX2878  HISTORY     - 1971     MONUMENTED       LADH
 BX2878  HISTORY     - 20010331 GOOD             NGS
 BX2878  HISTORY     - 20010922 GOOD             USPSQD
 BX2878  HISTORY     - 20060610 GOOD             USPSQD
 BX2878
 BX2878                          STATION DESCRIPTION
 BX2878
 BX2878'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2878'THE STATION IS LOCATED 1.4 MILES EAST OF PLEASANT HILL, 7 MILES
 BX2878'SOUTHEAST OF PELICAN, AND 7.5 MILES NORTH-NORTHEAST OF BELMONT, IN
 BX2878'THE NORTHWEST 1/4 OF SECTION 27, T10N, R11W, AND ON THE PROPERTY
 BX2878'OWNED BY VERNICE COBB, ADDRESS PLEASANT HILL, LOUISIANA.
 BX2878'
 BX2878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 175 AND
 BX2878'STATE HIGHWAY 174 IN PLEASANT HILL, GO EAST ON HIGHWAY 174 FOR 1.4
 BX2878'MILES TO A GRAVEL ROAD ON THE LEFT AND THE STATION WHICH IS SET IN
 BX2878'THE NORTHEAST QUADRANT OF THE INTERSECTION NEAR A LARGE PINE TREE
 BX2878'AND A POWER POLE.
 BX2878'
 BX2878'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG STATE
 BX2878'HIGHWAY 174 FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND SOUTH OF
 BX2878'THE HIGHWAY NEAR A POWER POLE.
 BX2878'
 BX2878'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2878'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2878'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2878'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2878'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2878'STAMPED COBB 1971.  THE MARK IS 43 FEET NORTH OF THE CENTER OF
 BX2878'STATE HIGHWAY 174, 34 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 23
 BX2878'FEET SOUTHEAST OF A 30 INCH PINE TREE, 7 FEET NORTHEAST OF A POWER
 BX2878'POLE, AND 7 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2878'
 BX2878'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2878'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2878'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2878'STAMPED COBB R. M. 1 1971.  IT IS 62 FEET NORTH OF THE CENTER OF
 BX2878'STATE HIGHWAY 174, 41 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 BX2878'36 FEET SOUTHWEST OF A 24 INCH PINE TREE, AND 19 FEET EAST OF A
 BX2878'30 INCH PINE TREE.
 BX2878'
 BX2878'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2878'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2878'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2878'STAMPED COBB R. M. 2 1971.  IT IS 43 FEET NORTH OF THE CENTER OF
 BX2878'STATE HIGHWAY 174, 27 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 9
 BX2878'FEET EAST OF A FENCE CORNER.
 BX2878'
 BX2878'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2878'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2878'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2878'STAMPED COBB AZ. MK. 1971.  IT IS 64 FEET WEST-SOUTHWEST OF THE
 BX2878'CENTER OF A FIELD ROAD, 32 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 BX2878'STATE HIGHWAY 174, 6 FEET NORTH-NORTHWEST OF A FENCE, 2.5 FEET
 BX2878'NORTH-NORTHWEST OF A POWER POLE, AND 1.5 FEET NORTH-NORTHWEST
 BX2878'OF A METAL WITNESS POST AND SIGN.
 BX2878'
 BX2878'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX2878
 BX2878                          STATION RECOVERY (2001)
 BX2878
 BX2878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2878'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2878
 BX2878                          STATION RECOVERY (2001)
 BX2878
 BX2878'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX2878'RECOVERED IN GOOD CONDITION.
 BX2878
 BX2878                          STATION RECOVERY (2006)
 BX2878
 BX2878'RECOVERY NOTE BY US POWER SQUADRON 2006 (TJ)
 BX2878'FOUND,CONDITION GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2931 ***********************************************************************
 BX2931  DESIGNATION -  COBURN
 BX2931  PID         -  BX2931
 BX2931  STATE/COUNTY-  LA/SABINE
 BX2931  USGS QUAD   -  PEASON (1954)
 BX2931
 BX2931                         *CURRENT SURVEY CONTROL
 BX2931  ___________________________________________________________________
 BX2931* NAD 83(1992)-  31 28 18.80949(N)    093 16 29.78483(W)     ADJUSTED  
 BX2931* NAVD 88     -       119.9    (meters)     393.     (feet)  VERTCON   
 BX2931  ___________________________________________________________________
 BX2931  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 BX2931  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX2931
 BX2931  HORZ ORDER  -  FIRST
 BX2931
 BX2931.The horizontal coordinates were established by classical geodetic methods
 BX2931.and adjusted by the National Geodetic Survey in January 1993..
 BX2931
 BX2931.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2931
 BX2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2931
 BX2931.The geoid height was determined by GEOID03.
 BX2931
 BX2931;                    North         East     Units Scale Factor Converg.
 BX2931;SPC LA N     -   108,022.376   926,361.555   MT  0.99994481   -0 24 35.0
 BX2931;SPC LA N     -   354,403.41  3,039,237.87   sFT  0.99994481   -0 24 35.0
 BX2931;UTM  15      - 3,481,934.001   473,882.634   MT  0.99960841   -0 08 36.7
 BX2931
 BX2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2931!SPC LA N     -   0.99998531  x   0.99994481  =   0.99993012
 BX2931!UTM  15      -   0.99998531  x   0.99960841  =   0.99959373
 BX2931
 BX2931:                Primary Azimuth Mark                     Grid Az
 BX2931:SPC LA N     -  COBURN AZ MK                             159 27 50.2
 BX2931:UTM  15      -  COBURN AZ MK                             159 11 51.9
 BX2931
 BX2931|---------------------------------------------------------------------|
 BX2931| PID    Reference Object                     Distance      Geod. Az  |
 BX2931|                                                           dddmmss.s |
 BX2931| CV8276 COBURN AZ MK                                       1590315.2 |
 BX2931| CV8279 COBURN RM 3                          74.658 METERS 16008     |
 BX2931| BX2039 PEASON RESET                        APPROX. 8.0 KM 1890319.3 |
 BX2931| CV8277 COBURN RM 1                          20.308 METERS 20932     |
 BX2931| BX2932 PEASON LOT                          APPROX. 4.6 KM 2352148.8 |
 BX2931| BX2846 FISHER LOT                          APPROX.15.7 KM 2963146.2 |
 BX2931| BX2847 FISHER BOISE SO MICROWAVE           APPROX.15.8 KM 2965946.5 |
 BX2931| CV8278 COBURN RM 2                          21.008 METERS 32726     |
 BX2931|---------------------------------------------------------------------|
 BX2931
 BX2931                          SUPERSEDED SURVEY CONTROL
 BX2931
 BX2931  NAD 83(1986)-  31 28 18.82622(N)    093 16 29.77645(W) AD(       ) 1
 BX2931  NAD 27      -  31 28 18.19151(N)    093 16 29.16680(W) AD(       ) 1
 BX2931  NGVD 29 (07/19/86)  120.0    (m)          394.     (f) VERT ANG       
 BX2931
 BX2931.Superseded values are not recommended for survey control.
 BX2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2931.See file dsdata.txt to determine how the superseded data were derived.
 BX2931
 BX2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7388381934(NAD 83)
 BX2931_MARKER: DS = TRIANGULATION STATION DISK
 BX2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2931
 BX2931  HISTORY     - Date     Condition        Report By
 BX2931  HISTORY     - 1941     MONUMENTED       CGS
 BX2931  HISTORY     - 1943     GOOD             USE
 BX2931  HISTORY     - 1952     GOOD             AMS
 BX2931  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BX2931
 BX2931                          STATION DESCRIPTION
 BX2931
 BX2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2931'STATION IS ABOUT 5-1/2 MILES SW OF BELLWOOD, 3-1/2 MILES N
 BX2931'OF PEASON ON THE HIGHEST PART OF A SPARSELY TIMBERED HILL,
 BX2931'THE HIGHEST POINT IN THE VICINITY, 5-1/2 FEET W BY N OF A
 BX2931'WHITE REFERENCE POST.  IT IS STAMPED COBURN 1941 AND PROJECTS
 BX2931'6 INCHES.
 BX2931'
 BX2931'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2931'BRONZE DISKS SET IN CONCRETE.
 BX2931'
 BX2931'REFERENCE MARK NO. 1 IS SW OF THE STATION AND ABOUT 2 FEET
 BX2931'LOWER.  IT IS STAMPED COBURN NO. 1 1941 AND PROJECTS 6 INCHES.
 BX2931'
 BX2931'REFERENCE MARK NO. 2 IS NNW OF THE STATION ON TOP OF THE HILL,
 BX2931'ABOUT LEVEL WITH THE STATION.  IT IS STAMPED COBURN NO. 2
 BX2931'1941 AND PROJECTS 6 INCHES.
 BX2931'
 BX2931'AZIMUTH MARK IS 275 YARDS SSW OF FARMHOUSE, 8 FEET W OF THE
 BX2931'CENTER LINE OF ROAD TO STATION, 3-1/2 FEET SE OF WHITE REFERENCE
 BX2931'POST, 2-1/2 FEET SW OF FENCE CORNER.  IT IS STAMPED COBURN
 BX2931'1941 AND PROJECTS 6 INCHES.
 BX2931'
 BX2931'TO REACH FROM BELLWOOD GO S ON STATE HIGHWAY 39 FOR 2.9
 BX2931'MILES AND TURN RIGHT AT CROSSROADS JUST S OF KISATCHIE C.C.C.
 BX2931'CAMP, GO W AND S ON GRADED DIRT ROAD FOR 4.3 MILES AND TURN
 BX2931'RIGHT, W, ON TRACK ROAD 0.5 MILE AFTER PASSING A CATTLE GUARD
 BX2931'ON THE LEFT, GO 2.2 MILES TO THE AZIMUTH MARK ON THE RIGHT
 BX2931'SIDE OF THE ROAD JUST AFTER PASSING SECOND FARMHOUSE, CONTINUE
 BX2931'WESTERLY ON TRACK ROAD FOR 0.85 MILE AND TAKE RIGHT FORK,
 BX2931'FOLLOW THIS ROAD NORTHERLY FOR 0.4 MILE AND TAKE LEFT FORK,
 BX2931'THEN GO 0.4 MILE UPHILL TO HIGHEST POINT AND STATION.
 BX2931'
 BX2931'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BX2931
 BX2931                          STATION RECOVERY (1943)
 BX2931
 BX2931'RECOVERY NOTE BY US ENGINEERS 1943
 BX2931'$
 BX2931'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 BX2931'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE FOUND AS
 BX2931'DESCRIBED.
 BX2931
 BX2931                          STATION RECOVERY (1952)
 BX2931
 BX2931'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BX2931'STATION RECOVERED AS DESCRIBED.
 BX2931
 BX2931                          STATION RECOVERY (1971)
 BX2931
 BX2931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2931'THE STATION WAS VISITED, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 BX2931'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 BX2931'FOR BUT COULD NOT BE FOUND.  THE SURFACE STATION MARK WAS
 BX2931'FOUND TILTED AND A PART OF THE TOP BROKEN AWAY.  THE UNDERGROUND
 BX2931'STATION MARK WAS RECOVERED AND A NEW SURFACE MARK WAS ESTABLISHED
 BX2931'HOLDING THE ORIGINAL POSITION OF THE STATION.
 BX2931'
 BX2931'A CHECK WAS MADE OF THE DISTANCE AND DIRECTION.  A DIFFERENCE
 BX2931'WAS FOUND IN THE DISTANCE.  REFERENCE MARK 1 OF + 0.005
 BX2931'METERS, REFERENCE MARK 2 -0.026 METERS.  A DIFFERENCE WAS
 BX2931'FOUND IN DIRECTION, REFERENCE MARK 1 A DIFFERENCE OF 16.36
 BX2931'SECONDS.  REFERENCE MARK 2 A DIFFERENCE OF 02 MINUTES 19.64
 BX2931'SECONDS.
 BX2931'
 BX2931'DUE TO CHANGES IN THE AREA THE ROUTE TO THE STATION DID NOT
 BX2931'CHECK.
 BX2931'
 BX2931'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON
 BX2931'A LOW SAND HILL THAT IS ABOUT 13 MILES SOUTH-SOUTH WEST OF
 BX2931'PROVENCAL, 13 MILES SOUTHEAST OF MANY, 10 MILES EAST-NORTHEAST
 BX2931'OF FLORIEN, 6-1/2 MILES SOUTH OF VOWELS MILL, 6 MILES EAST
 BX2931'OF MOUNT CARMEL AND 3-1/2 MILES NORTHEAST OF PEASON.  IT IS ON
 BX2931'A LOW, BUT PROMINENT NORTH-SOUTH RIDGE THAT IS A TREE FARM
 BX2931'AND AT PRESENT TIME IS PLANTED IN SMALL PINE TREES AMONG
 BX2931'THE LARGER PINE TREES.  THE LAND IS OWNED BY BOISE SOUTHERN,
 BX2931'POST OFFICE BOX 1000, DERIDDER, LOUISIANA.
 BX2931'
 BX2931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BX2931'AND STATE HIGHWAY 474 IN FLORIEN, GO NORTH ON U.S. HIGHWAY
 BX2931'171 FOR 1.15 MILES TO THE JUNCTION OF STATE HIGHWAY 118, GO
 BX2931'NORTH AND NORTHEAST FOLLOWING STATE HIGHWAY 118 FOR 5.2 MILES TO
 BX2931'THE MT. CARMEL SCHOOL ON THE RIGHT.  CONTINUE AHEAD ON HIGHWAY
 BX2931'118 FOR 4.45 MILES TO CROSSROAD.  TURN LEFT AND GO EASTERLY
 BX2931'ON GRADED ROAD FOR 1.55 MILES TO A SIDE ROAD RIGHT.  TURN
 BX2931'RIGHT AND GO SOUTHERLY ON GRADED ROAD FOR 0.75 MILE TO A
 BX2931'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST AND EASTERLY
 BX2931'ON BLADED ROAD FOR 0.9 MILE TO A FORK.  KEEP LEFT FORK AND
 BX2931'GO NORTHEASTERLY ON BLADED ROAD FOR 0.65 MILE TO A LOGGING
 BX2931'ROAD LEFT, TURN LEFT AND GO NORTHERLY ON LOGGING ROAD FOR 0.15
 BX2931'MILE, GO RIGHT OF OFF LOGGING ROAD AND GO EASTERLY UP HILL FOR 0.15
 BX2931'MILE TO STATION AT THE HIGHEST PART OF HILL.
 BX2931'
 BX2931'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 BX2931'COBURN 1941 1971 IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX2931'CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.
 BX2931'IT IS 20.5 FEET SOUTH OF AN 8 INCH PINE TREE, 20 FEET EAST
 BX2931'OF A 6 INCH PINE TREE AND 4.2 WEST-SOUTHWEST OF A METAL WITNESS
 BX2931'POST WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE
 BX2931'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BX2931'SURFACE, THE DISK IS STAMPED COBURN 1941.
 BX2931'
 BX2931'REFERENCE MARK 1, A STANDARD DISK STAMPED COBURN NO 1 1941,
 BX2931'IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT
 BX2931'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 9
 BX2931'FEET SOUTHWEST OF AN 8 INCH PINE TREE, 7 FEET NORTHWEST OF A
 BX2931'6 INCH PINE TREE AND 7 FEET NORTHEAST OF AN 8 INCH PINE TREE.
 BX2931'
 BX2931'REFERENCE MARK 2, A STANDARD DISK STAMPED COBURN NO 2 1941,
 BX2931'IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT
 BX2931'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 20.5
 BX2931'FEET NORTH-NORTHWEST OF A 12 INCH PINE TREE, 14 FEET SOUTHWEST
 BX2931'OF A 12 INCH PINE TREE AND 12.5 FEET SOUTHEAST OF AN 8 INCH
 BX2931'PINE TREE.
 BX2931'
 BX2931'REFERENCE MARK 3, A STANDARD DISK STAMPED COBURN 1941 NO 3 1971,
 BX2931'IS SET SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2931'THAT PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.
 BX2931'IT IS 15.5 FEET EAST OF A 5 INCH PINE TREE, 3.5 FEET
 BX2931'NORTH-NORTHWEST OF AN 8 INCH PINE TREE AND 2.6 FEET WEST OF
 BX2931'A METAL WITNESS POST WITH SIGN ATTACHED.
 BX2931'
 BX2931'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BX2931'
 BX2931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 BX2931'NORTH OF PEASON
 BX2931'
 BX2931'HEIGHT OF LIGHT ABOVE STATION MARK 86.42 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1587 ***********************************************************************
 BH1587  DESIGNATION -  COCA
 BH1587  PID         -  BH1587
 BH1587  STATE/COUNTY-  LA/ST TAMMANY
 BH1587  USGS QUAD   -  BUSH (1983)
 BH1587
 BH1587                         *CURRENT SURVEY CONTROL
 BH1587  ___________________________________________________________________
 BH1587* NAD 83(1992)-  30 35 24.65749(N)    089 57 57.61610(W)     ADJUSTED  
 BH1587* NAVD 88     -        44.78   (+/-2cm)     146.9    (feet)  VERTCON   
 BH1587  ___________________________________________________________________
 BH1587  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BH1587  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BH1587
 BH1587  HORZ ORDER  -  FIRST
 BH1587  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1587
 BH1587.The horizontal coordinates were established by classical geodetic methods
 BH1587.and adjusted by the National Geodetic Survey in May 1994..
 BH1587
 BH1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1587.The vertical order pertains to the NGVD 29 superseded value.
 BH1587
 BH1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1587
 BH1587.The geoid height was determined by GEOID03.
 BH1587
 BH1587;                    North         East     Units Scale Factor Converg.
 BH1587;SPC LA S     -   232,471.229 1,131,134.914   MT  0.99997848   +0 41 01.3
 BH1587;SPC LA S     -   762,699.36  3,711,065.13   sFT  0.99997848   +0 41 01.3
 BH1587;UTM  16      - 3,387,933.725   215,581.888   MT  1.00059805   -1 30 37.4
 BH1587;UTM  15      - 3,388,107.689   790,940.882   MT  1.00064436   +1 32 42.2
 BH1587
 BH1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1587!SPC LA S     -   0.99999727  x   0.99997848  =   0.99997575
 BH1587!UTM  16      -   0.99999727  x   1.00059805  =   1.00059531
 BH1587!UTM  15      -   0.99999727  x   1.00064436  =   1.00064162
 BH1587
 BH1587:                Primary Azimuth Mark                     Grid Az
 BH1587:SPC LA S     -  COCA AZ MK                               041 50 27.6
 BH1587:UTM  16      -  COCA AZ MK                               044 02 06.3
 BH1587:UTM  15      -  COCA AZ MK                               040 58 46.7
 BH1587
 BH1587|---------------------------------------------------------------------|
 BH1587| PID    Reference Object                     Distance      Geod. Az  |
 BH1587|                                                           dddmmss.s |
 BH1587| BH1588 COCA AZ MK                                         0423128.9 |
 BH1587| BH2959 SUN MUN TANK                        APPROX. 9.8 KM 0473306.3 |
 BH1587| DD7716 COCA RM 1                            45.101 METERS 06034     |
 BH1587| DD7718 COCA RM 3                            20.588 METERS 08246     |
 BH1587| DD7719 COCA RM 4                            21.163 METERS 17751     |
 BH1587| DD7717 COCA RM 2                            63.694 METERS 20403     |
 BH1587| BH2955 WALDHEIM LOT                        APPROX. 1.5 KM 2092833.5 |
 BH1587|---------------------------------------------------------------------|
 BH1587
 BH1587                          SUPERSEDED SURVEY CONTROL
 BH1587
 BH1587  NAD 83(1992)-  30 35 24.65887(N)    089 57 57.61611(W) AD(       ) 1
 BH1587  NAD 83(1986)-  30 35 24.67031(N)    089 57 57.61321(W) AD(       ) 1
 BH1587  NAD 27      -  30 35 23.98198(N)    089 57 57.34495(W) AD(       ) 1
 BH1587  NGVD 29 (??/??/??)   44.865  (m)          147.19   (f) ADJUSTED    2 1
 BH1587
 BH1587.Superseded values are not recommended for survey control.
 BH1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1587.See file dsdata.txt to determine how the superseded data were derived.
 BH1587
 BH1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1558287934(NAD 83)
 BH1587_MARKER: DS = TRIANGULATION STATION DISK
 BH1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1587_SP_SET: CONCRETE POST
 BH1587_STAMPING: COCA 1935
 BH1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1587+STABILITY: SURFACE MOTION
 BH1587
 BH1587  HISTORY     - Date     Condition        Report By
 BH1587  HISTORY     - 1935     MONUMENTED       CGS
 BH1587  HISTORY     - 1936     GOOD             LAGS
 BH1587  HISTORY     - 1955     GOOD             CGS
 BH1587  HISTORY     - 1960     GOOD             CGS
 BH1587  HISTORY     - 1970     GOOD             NGS
 BH1587  HISTORY     - 1977     GOOD             LADTD
 BH1587
 BH1587                          STATION DESCRIPTION
 BH1587
 BH1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH1587'ABOUT 15-1/2 MILES SOUTH-SOUTHWEST OF BOGALUSA, LA., 11 MILES
 BH1587'NORTHEAST OF COVINGTON, LA., IN THE NORTHEAST QUARTER OF SEC. 26,
 BH1587'T. 5 S., R. 12 E., 86 FEET WEST-NORTHWEST OF CENTER LINE OF ROAD,
 BH1587'23 FEET NORTH OF 16-INCH PINE TREE WITH TRIANGULAR BLAZE ON EAST
 BH1587'SIDE, AND 35 FEET NORTHEAST OF DIM FIELD-ROAD.
 BH1587'
 BH1587'TO REACH FROM THE STATE THEATER IN THE MAIN BUSINESS DISTRICT, IN
 BH1587'BOGALUSA, GO SOUTH ON STATE HIGHWAY 7 FOR 9.7 MILES, TURN RIGHT JUST
 BH1587'BEFORE REACHING END OF CONCRETE PAVEMENT AND CONTINUE ON HIGHWAY 7
 BH1587'FOR 0.35 MILE, TURN LEFT WITH HIGHWAY 7 JUST AFTER CROSSING
 BH1587'RAILROAD AT SUN, GO 2.65 MILES ON HIGHWAY 7 TO INTERSECTION, TURN
 BH1587'RIGHT WITH HIGHWAY 7 ON MACADAM HIGHWAY FOR 3.8 MILES TO STATION
 BH1587'SITE ON RIGHT.
 BH1587'
 BH1587'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BH1587'BRONZE DISKS SET IN CONCRETE.
 BH1587'
 BH1587'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, ALONG ROAD AND 11 YARDS
 BH1587'WEST-NORTHWEST OF ITS CENTER LINE.
 BH1587'
 BH1587'REFERENCE MARK NO. 2 IS SOUTH OF STATION, ALONG ROAD AND 11 YARDS
 BH1587'WEST-NORTHWEST OF ITS CENTER LINE.
 BH1587'
 BH1587'AZIMUTH MARK IS NORTH-NORTHEAST OF STATION, ACROSS ROAD AND 12 YARDS
 BH1587'EAST-SOUTHEAST OF ITS CENTER LINE, 5 FEET SOUTH-SOUTHWEST OF 14-INCH
 BH1587'PINE, AND 18 YARDS SOUTH-SOUTHWEST OF A 4-INCH SQUARE CONCRETE POST
 BH1587'MARKED M V H.
 BH1587'
 BH1587'A 103-FOOT TOWER WAS USED BUT A 90-FOOT TOWER WILL CLEAR ALL LINES.
 BH1587'
 BH1587'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH1587
 BH1587                          STATION RECOVERY (1936)
 BH1587
 BH1587'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BH1587'RECOVERED AS DESCRIBED.
 BH1587
 BH1587                          STATION RECOVERY (1955)
 BH1587
 BH1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH1587'THE STATION WAS VISITED, AND THE STATION MARK AND REFERENCE MARKS 1
 BH1587'AND 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT
 BH1587'RECOVERED AT THIS DATE. A NEW DESCRIPTION FOLLOWS--
 BH1587'
 BH1587'THE STATION IS LOCATED ABOUT 15.5 MI. S-SW OF BOGALUSA, 11 MI. NE OF
 BH1587'COVINGTON, ON THE HIGHEST POINT IN THE VICINITY, IN THE NE QUARTER
 BH1587'OF SECTION 26, T 5 S, R 12 E, AND ON THE S EDGE OF A TUNG ORCHARD
 BH1587'OWNED BY THE BOGALUSA TUNG OIL INC. OF BOGALUSA. IT IS 0.2 MI. SW
 BH1587'OF THE ENTRANCE TO MONEY HILL PLANTATION, 89 FT. W-NW OF THE
 BH1587'CENTERLINE OF STATE HIGHWAY 7, 45 FT. W-NW OF A FENCE LINE, 8 FT.
 BH1587'NE OF A ROW OF TUNG TREES, 20 FT. SW OF A ROW OF TUNG TREES, AND
 BH1587'7 FT. W-NW OF THE SECOND ROW OF TUNG TREES FROM THE HIGHWAY. IT
 BH1587'IS A STANDARD DISK, STAMPED COCA 1935 AND PROJECTING 2 IN.
 BH1587'
 BH1587'REFERENCE MARK 1 IS 148.02 FT. NE OF THE STATION, ON THE NE SLOPE
 BH1587'OF THE HILL, 36 FT. W-NW OF THE CENTERLINE OF STATE HIGHWAY 7, AND
 BH1587'9 FT. E-SE OF A FENCE LINE. IT IS A STANDARD DISK, STAMPED COCA NO
 BH1587'1 1935 AND PROJECTING 6 IN.
 BH1587'
 BH1587'REFERENCE MARK 2 IS 208.98 FT. S OF THE STATION, ON THE S SLOPE OF
 BH1587'THE HILL, 34 FT. W-NW OF THE CENTER OF THE HIGHWAY, 11 FT. E-SE OF
 BH1587'A FENCE LINE, AND 160 FT. N OF THE W END OF A CONCRETE CULVERT. IT
 BH1587'IS A STANDARD DISK, STAMPED COCA NO 2 1935 AND PROJECTING 6 IN.
 BH1587'
 BH1587'TO REACH THE STATION FROM THE STATE THEATER IN BOGALUSA, GO S ON
 BH1587'STATE HIGHWAY 7 FOR 11.4 MI. TO THE JUNCTION OF STATE HIGHWAY 484,
 BH1587'TURN RIGHT ON STATE HIGHWAY 7 AND GO 4.6 MI. TO THE TOP OF THE
 BH1587'GRADE AND THE STATION ON THE RIGHT.
 BH1587
 BH1587                          STATION RECOVERY (1960)
 BH1587
 BH1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BH1587'THE STATION WAS VISITED 3-10-60 AND THE STATION, AZIMUTH MARK AND
 BH1587'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION. REFERENCE MARK
 BH1587'NO. 1 WAS FOUND WITH THE SIDES OF THE CONCRETE MARK CHIPPED AND MAY
 BH1587'HAVE BEEN DISTURBED SLIGHTLY, SINCE THE MEASUREMENT TO THE MARK
 BH1587'FAILED TO CHECK BY 0.06 FOOT AND THE ANGLE TO THE MARK DID NOT
 BH1587'CHECK VERY GOOD. REFERENCE MARK NO. 1 AND NO. 2 WERE REQUESTED
 BH1587'MOVED BY THE STATE HIGHWAY DEPT. DUE TO HIGHWAY CONSTRUCTION.
 BH1587'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE. THE
 BH1587'AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT WAS OBSTRUCTED
 BH1587'FROM THE STATION BY A GROVE OF TUNG TREES AND A ROW OF TALL
 BH1587'PINE TREES ALONG THE HIGHWAY.
 BH1587'
 BH1587'THE STATION IS LOCATED ABOUT 15.5 MILES SOUTH-SOUTHWEST OF BOGALOUSA,
 BH1587'11 MILES NORTHEAST OF COVINGTON ON THE HIGHEST POINT IN THE
 BH1587'VICINITY, IN THE NE 1/4 OF SECTION 26, T 5 S., R 12 E., ON THE
 BH1587'SOUTHEAST EDGE OF A TUNG ORCHARD OWNED BY THE BOGALOUSA TUNG OIL
 BH1587'CO., 0.2 MILES SOUTH-SOUTHWEST OF THE ENTRANCE TO THE MONEY
 BH1587'HILL PLANTATION. IT IS 89 FEET WEST-NORTHWEST OF THE CENTER OF
 BH1587'STATE HIGHWAY 21, 45 FEET WEST-NORTHWEST OF A FENCE LINE, 8 FEET
 BH1587'NORTHEAST OF A ROW OF TUNG TREES, 20 FEET SOUTHWEST OF A ROW OF
 BH1587'TUNG TREES, 7 FEET WEST- NORTHWEST OF THE SECOND ROW OF TUNG
 BH1587'TREES FROM THE HIGHWAY. IT IS A STANDARD DISK, STAMPED COCA 1935,
 BH1587'2 INCHES BELOW THE SURFACE OF THE GROUND.
 BH1587'
 BH1587'REFERENCE MARK NO. 3 IS 67.57 FEET NORTHEAST OF THE STATION, 42 FEET
 BH1587'WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 21, 1.5 FEET EAST-
 BH1587'SOUTHEAST OF A FENCE LINE, 5.5 FEET SOUTH-SOUTHWEST OF AN 18-INCH
 BH1587'PINE TREE, 15 FEET NORTH-NORTHEAST OF A 6-INCH PINE TREE, AND 1
 BH1587'FOOT WEST-NORTHWEST OF A METAL WITNESS POST. IT IS A STANDARD DISK,
 BH1587'STAMPED COCA NO 3 1935, PROJECTING 4 INCHES.
 BH1587'
 BH1587'REFERENCE MARK NO. 4 IS 69.46 FEET SOUTH-SOUTHEAST OF THE STATION,
 BH1587'42 FEET WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY 1.5 FEET EAST-
 BH1587'SOUTHEAST OF A FENCE LINE, 4.5 FEET SOUTH-SOUTHWEST OF A 10-INCH
 BH1587'PINE TREE, 4.5 FEET NORTH-NORTHEAST OF A 12-INCH PINE TREE, AND 1
 BH1587'FOOT WEST-NORTHWEST OF A METAL WITNESS POST. IT IS A STANDARD
 BH1587'DISK, STAMPED COCA NO 4 1934, PROJECTING 6 INCHES.
 BH1587'
 BH1587'THE DISTANCE FROM REFERENCE MARK NO. 3 TO NO. 4 IS 101.2 FEET.
 BH1587'
 BH1587'THE AZIMUTH MARK IS 0.4 MILE NORTH-NORTHEAST OF THE STATION, 39 FEET
 BH1587'EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 8 FEET NORTH OF A 2-
 BH1587'FOOT PINE TREE, 5.5 FEET WEST OF A 2-FOOT PINE TREE, 4.5 FEET WEST-
 BH1587'NORTHWEST OF A FENCE CORNER, 105 FEET EAST-NORTHEAST OF THE NORTH
 BH1587'END OF A BOARD GATE ACROSS THE HIGHWAY AT THE NORTHEAST CORNER OF
 BH1587'A FIELD, AND 1 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST.
 BH1587'STANDARD DISK, STAMPED COCA AZI 1935, PROJECTING 2 INCHES.
 BH1587'
 BH1587'TO REACH THE STATION FROM THE STAR THEATER IN BOGALOUSA, GO SOUTH
 BH1587'ON STATE HIGHWAY 21 FOR 11.4 MILES TO THE JUNCTION WITH STATE
 BH1587'HIGHWAY 41, TURN RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 21 FOR 4.2
 BH1587'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHWEST FOR 0.4
 BH1587'MILES TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 BH1587
 BH1587                          STATION RECOVERY (1970)
 BH1587
 BH1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH1587'RM 3 TO RM 4 - NO MEASUREMENT.  LARGE PINE TREES ON LINE.
 BH1587'
 BH1587'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 BH1587'WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN
 BH1587'1960.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS COMPARED
 BH1587'FAVORABLY WITH THE PREVIOUS DATA.  THE AZIMUTH MARK IS STILL
 BH1587'OBSTRUCTED FROM THE GROUND AND THE TOP OF THE TOWER AS PREVIOUSLY
 BH1587'MENTIONED.
 BH1587'
 BH1587'FOLLOWING IS A ROUTE TO REACH THE STATION FROM COVINGTON-- TO
 BH1587'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190, BUSINESS
 BH1587'ROUTE 190, AND STATE HIGHWAY 21 ON THE EAST SIDE OF COVINGTON, GO
 BH1587'NORTHEAST ON STATE HIGHWAY 21 FOR 0.30 MILE TO JUNCTION BUSINESS
 BH1587'ROUTE 190 AND STATE HIGHWAY 21.  CONTINUE NORTHEAST ON STATE
 BH1587'HIGHWAY 21 FOR 0.15 MILE TO JUNCTION STATE HIGHWAY 36 TO THE RIGHT,
 BH1587'CONTINUE AHEAD ON STATE HIGHWAY 21 FOR 7.50 MILES TO
 BH1587'JUNCTION STATE HIGHWAY 1083 ON THE LEFT.  CONTINUE AHEAD ON STATE
 BH1587'HIGHWAY 21 FOR 3.35 MILES TO THE STATION ON THE LEFT ON THE TOP
 BH1587'OF A HILL.
 BH1587'
 BH1587'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 BH1587'HIGHWAY 21 FOR 0.45 MILE TO AZIMUTH MARK ON THE RIGHT.
 BH1587'
 BH1587'HEIGHT OF LIGHT ABOVE STATION MARK 113.5 FEET.
 BH1587'
 BH1587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH1587'6 MILES SOUTHWEST OF SUN.
 BH1587
 BH1587                          STATION RECOVERY (1977)
 BH1587
 BH1587'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BH1587'4.3 MILE SW FROM BUSH.
 BH1587'11.0 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1587'190 AT CLAIBORNE HILL COVINGTON, 97 FEET NORTHWEST OF LA 21, 0.2 MILE
 BH1587'SOUTHWEST OF ENTRANCE TO MONEY HILL PLANTATION, 44 FEET NORTHWEST OF A
 BH1587'FENCE, 68 FEET WEST OF COCA NO 3 AND 69 FEET NORTH OF COCA NO 4, 4.9
 BH1587'MILES SOUTHWEST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA 41 NORTH
 BH1587'OF BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1588 ***********************************************************************
 BH1588  DESIGNATION -  COCA AZ MK
 BH1588  PID         -  BH1588
 BH1588  STATE/COUNTY-  LA/ST TAMMANY
 BH1588  USGS QUAD   -  BUSH (1983)
 BH1588
 BH1588                         *CURRENT SURVEY CONTROL
 BH1588  ___________________________________________________________________
 BH1588* NAD 83(1986)-  30 35 40.     (N)    089 57 38.     (W)     SCALED    
 BH1588* NAVD 88     -        38.14   (+/-2cm)     125.1    (feet)  VERTCON   
 BH1588  ___________________________________________________________________
 BH1588  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BH1588
 BH1588  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1588
 BH1588.The horizontal coordinates were scaled from a topographic map and have
 BH1588.an estimated accuracy of +/- 6 seconds.
 BH1588
 BH1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1588.The vertical order pertains to the NGVD 29 superseded value.
 BH1588
 BH1588.The geoid height was determined by GEOID03.
 BH1588
 BH1588;                    North         East    Units  Estimated Accuracy
 BH1588;SPC LA S     -   232,950.    1,131,650.      MT  (+/- 180 meters Scaled)
 BH1588
 BH1588                          SUPERSEDED SURVEY CONTROL
 BH1588
 BH1588  NGVD 29 (??/??/??)   38.230  (m)          125.43   (f) ADJUSTED    2 1
 BH1588
 BH1588.Superseded values are not recommended for survey control.
 BH1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1588.See file dsdata.txt to determine how the superseded data were derived.
 BH1588
 BH1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU161883(NAD 83)
 BH1588_MARKER: DZ = AZIMUTH MARK DISK
 BH1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1588_SP_SET: CONCRETE POST
 BH1588_STAMPING: COCA AZI 1935
 BH1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1588+STABILITY: SURFACE MOTION
 BH1588
 BH1588  HISTORY     - Date     Condition        Report By
 BH1588  HISTORY     - 1935     MONUMENTED       CGS
 BH1588  HISTORY     - 1977     GOOD             LADTD
 BH1588
 BH1588                          STATION DESCRIPTION
 BH1588
 BH1588'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1588'3.8 MILE SW FROM BUSH.
 BH1588'11.4 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1588'190 AT CLAIBORNE HILL COVINGTON, 38 FEET SOUTHEAST OF LA 21, 0.25 MILE
 BH1588'NORTHEAST ALONG LA 21 FROM THE ENTRANCE TO MONEY HILL PLANTATION, 4
 BH1588'FEET NORTHWEST OF FENCE, 9 FEET NORTHEAST OF 24 INCH PINE, 6 FEET
 BH1588'NORTHWEST OF 18 INCH PINE, 4.5 MILES SOUTHWEST ALONG LA 21 FROM THE
 BH1588'JUNCTION OF LA 21 AND LA 41 NORTH OF BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1586 ***********************************************************************
 BH1586  DESIGNATION -  COCA RM 3
 BH1586  PID         -  BH1586
 BH1586  STATE/COUNTY-  LA/ST TAMMANY
 BH1586  USGS QUAD   -  BUSH (1983)
 BH1586
 BH1586                         *CURRENT SURVEY CONTROL
 BH1586  ___________________________________________________________________
 BH1586* NAD 83(1986)-  30 35 24.     (N)    089 57 59.     (W)     SCALED    
 BH1586* NAVD 88     -        45.38   (+/-2cm)     148.9    (feet)  VERTCON   
 BH1586  ___________________________________________________________________
 BH1586  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BH1586
 BH1586  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1586
 BH1586.The horizontal coordinates were scaled from a topographic map and have
 BH1586.an estimated accuracy of +/- 6 seconds.
 BH1586
 BH1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1586.The vertical order pertains to the NGVD 29 superseded value.
 BH1586
 BH1586.The geoid height was determined by GEOID03.
 BH1586
 BH1586;                    North         East    Units  Estimated Accuracy
 BH1586;SPC LA S     -   232,450.    1,131,100.      MT  (+/- 180 meters Scaled)
 BH1586
 BH1586                          SUPERSEDED SURVEY CONTROL
 BH1586
 BH1586  NGVD 29 (??/??/??)   45.464  (m)          149.16   (f) ADJUSTED    2 1
 BH1586
 BH1586.Superseded values are not recommended for survey control.
 BH1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1586.See file dsdata.txt to determine how the superseded data were derived.
 BH1586
 BH1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU155879(NAD 83)
 BH1586_MARKER: DR = REFERENCE MARK DISK
 BH1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1586_SP_SET: CONCRETE POST
 BH1586_STAMPING: COCA NO 3 1935
 BH1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1586+STABILITY: SURFACE MOTION
 BH1586
 BH1586  HISTORY     - Date     Condition        Report By
 BH1586  HISTORY     - 1935     MONUMENTED       CGS
 BH1586  HISTORY     - 1977     GOOD             LADTD
 BH1586
 BH1586                          STATION DESCRIPTION
 BH1586
 BH1586'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1586'4.3 MILE SW FROM BUSH.
 BH1586'11.0 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA U S
 BH1586'190 AT CLAIBORNE HILL COVINGTON, 41 FEET NORTHWEST OF LA 21, 0.2 MILE
 BH1586'SOUTHWEST OF ENTRANCE TO MONEY HILL PLANTATION, 1 FOOT SOUTHEAST OF A
 BH1586'FENCE, 100 FEET NORTHEAST OF COCA NO 4 AND 68 FEET SOUTHEAST OF COCA,
 BH1586'4.9 MILES SOUTHWEST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA  41
 BH1586'NORTH OF BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1585 ***********************************************************************
 BH1585  DESIGNATION -  COCA RM 4
 BH1585  PID         -  BH1585
 BH1585  STATE/COUNTY-  LA/ST TAMMANY
 BH1585  USGS QUAD   -  BUSH (1983)
 BH1585
 BH1585                         *CURRENT SURVEY CONTROL
 BH1585  ___________________________________________________________________
 BH1585* NAD 83(1986)-  30 35 24.     (N)    089 57 59.     (W)     SCALED    
 BH1585* NAVD 88     -        44.79   (+/-2cm)     146.9    (feet)  VERTCON   
 BH1585  ___________________________________________________________________
 BH1585  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BH1585
 BH1585  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1585
 BH1585.The horizontal coordinates were scaled from a topographic map and have
 BH1585.an estimated accuracy of +/- 6 seconds.
 BH1585
 BH1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1585.The vertical order pertains to the NGVD 29 superseded value.
 BH1585
 BH1585.The geoid height was determined by GEOID03.
 BH1585
 BH1585;                    North         East    Units  Estimated Accuracy
 BH1585;SPC LA S     -   232,450.    1,131,100.      MT  (+/- 180 meters Scaled)
 BH1585
 BH1585                          SUPERSEDED SURVEY CONTROL
 BH1585
 BH1585  NGVD 29 (??/??/??)   44.876  (m)          147.23   (f) ADJUSTED    2 1
 BH1585
 BH1585.Superseded values are not recommended for survey control.
 BH1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1585.See file dsdata.txt to determine how the superseded data were derived.
 BH1585
 BH1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU155879(NAD 83)
 BH1585_MARKER: DR = REFERENCE MARK DISK
 BH1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1585_SP_SET: CONCRETE POST
 BH1585_STAMPING: COCA NO 4 1935
 BH1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1585+STABILITY: SURFACE MOTION
 BH1585
 BH1585  HISTORY     - Date     Condition        Report By
 BH1585  HISTORY     - 1935     MONUMENTED       CGS
 BH1585  HISTORY     - 1977     GOOD             LADTD
 BH1585
 BH1585                          STATION DESCRIPTION
 BH1585
 BH1585'DESCRIBED BY LA TRANSP AND DEV 1977
 BH1585'4.3 MILE SW FROM BUSH.
 BH1585'11.0 MILES NORTHEAST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND U S
 BH1585'190 AT CLAIBORNE HILL COVINGTON, 41 FEET NORTHWEST OF LA 21, 0.2 MILE
 BH1585'SOUTHWEST OF ENTRANCE TO MONEY HILL PLANTATION, 1 FOOT SOUTHEAST OF
 BH1585'A FENCE, 100 FEET SOUTHWEST OF COCA NO 3 AND 69 FEET SOUTH OF COCA,
 BH1585'4.9 MILES SOUTHWEST ALONG LA 21 FROM THE JUNCTION OF LA 21 AND LA 41
 BH1585'NORTH OF BUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3176 ***********************************************************************
 AU3176  DESIGNATION -  COCKE
 AU3176  PID         -  AU3176
 AU3176  STATE/COUNTY-  LA/TERREBONNE
 AU3176  USGS QUAD   -  GRAY (1980)
 AU3176
 AU3176                         *CURRENT SURVEY CONTROL
 AU3176  ___________________________________________________________________
 AU3176* NAD 83(1992)-  29 39 06.74154(N)    090 52 19.92955(W)     ADJUSTED  
 AU3176* NAVD 88     -         2.04   (+/-2cm)       6.7  **(feet)  VERTCON   
 AU3176  **This station is located in a subsidence area (see below).
 AU3176  ___________________________________________________________________
 AU3176  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3176  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AU3176
 AU3176  HORZ ORDER  -  FIRST
 AU3176  VERT ORDER  -  THIRD ? (See Below)
 AU3176
 AU3176.The horizontal coordinates were established by classical geodetic methods
 AU3176.and adjusted by the National Geodetic Survey in January 1993..
 AU3176
 AU3176 ** The orthometric height has not been validated since last determined
 AU3176 ** by differential leveling and should not be used for control purposes.
 AU3176 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3176 ** area with valid NAVD 88 orthometric heights.
 AU3176 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3176 ** epoch indicated which incorporates improved geoid heights for the
 AU3176 ** Southern Louisiana Subsidence area.
 AU3176 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3176.The vertical order pertains to the NGVD 29 superseded value.
 AU3176
 AU3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3176
 AU3176.The geoid height was determined by GEOID03.
 AU3176
 AU3176;                    North         East     Units Scale Factor Converg.
 AU3176;SPC LA S     -   127,769.122 1,044,644.643   MT  0.99994418   +0 13 50.1
 AU3176;SPC LA S     -   419,189.19  3,427,304.97   sFT  0.99994418   +0 13 50.1
 AU3176;UTM  15      - 3,282,103.602   705,957.970   MT  1.00012341   +1 03 11.0
 AU3176
 AU3176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3176!SPC LA S     -   1.00000367  x   0.99994418  =   0.99994785
 AU3176!UTM  15      -   1.00000367  x   1.00012341  =   1.00012708
 AU3176
 AU3176:                Primary Azimuth Mark                     Grid Az
 AU3176:SPC LA S     -  ELLENDALE LONE METAL STK                 098 38 21.2
 AU3176:UTM  15      -  ELLENDALE LONE METAL STK                 097 49 00.3
 AU3176
 AU3176|---------------------------------------------------------------------|
 AU3176| PID    Reference Object                     Distance      Geod. Az  |
 AU3176|                                                           dddmmss.s |
 AU3176| AU3183 ELLENDALE LONE METAL STK            APPROX. 5.1 KM 0985211.3 |
 AU3176| DD6537 COCKE RM 1                           54.111 METERS 20935     |
 AU3176| DD6539 COCKE RM 3                          136.060 METERS 22630     |
 AU3176| AU3189 DONNER STACK                        APPROX. 9.8 KM 2935101.0 |
 AU3176| AU3188 DONNER SAWMILL WATER TANK           APPROX. 9.8 KM 2942800.7 |
 AU3176| DD6540 COCKE RM 4                          143.110 METERS 29935     |
 AU3176| DD6536 COCKE AZ MK RESET                                  3272612.7 |
 AU3176| DD6538 COCKE RM 2                                         3280232.8 |
 AU3176|---------------------------------------------------------------------|
 AU3176
 AU3176                          SUPERSEDED SURVEY CONTROL
 AU3176
 AU3176  NAD 83(1986)-  29 39 06.76450(N)    090 52 19.93468(W) AD(       ) 1
 AU3176  NAD 27      -  29 39 06.00700(N)    090 52 19.59600(W) AD(       ) 1
 AU3176  NGVD 29 (07/19/86)    2.20   (m)            7.2    (f) LEVELING    3  
 AU3176
 AU3176.Superseded values are not recommended for survey control.
 AU3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3176.See file dsdata.txt to determine how the superseded data were derived.
 AU3176
 AU3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0595882104(NAD 83)
 AU3176_MARKER: DS = TRIANGULATION STATION DISK
 AU3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3176
 AU3176  HISTORY     - Date     Condition        Report By
 AU3176  HISTORY     - 1931     MONUMENTED       CGS
 AU3176  HISTORY     - 1941     GOOD             SHELL
 AU3176  HISTORY     - 1948     GOOD             CGS
 AU3176  HISTORY     - 1960     GOOD             CGS
 AU3176  HISTORY     - 1965     GOOD             CGS
 AU3176
 AU3176                          STATION DESCRIPTION
 AU3176
 AU3176'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU3176'STATION IS ABOUT 4-1/2 MILES SE OF CHACAHOULA AND 5 MILES W
 AU3176'OF ELLENDALE.  REACHED FROM THIBODAUX BY WAY OF CHACAHOULA,
 AU3176'THENCE 7 MILES SE OF ROUTE 79 TO THE BULL RUN PLANTATION
 AU3176'SUGAR MILL.  THE STATION IS 80 FEET E OF THE CENTER LINE OF
 AU3176'ROUTE 79, IN THE SW CORNER OF MILL GROUNDS, ABOUT 30 YARDS
 AU3176'S OF MILL, ABOUT 15 FEET S OF RUINS OF OLD WAGON SCALES,
 AU3176'AND 41 FEET N OF A NARROW GAGE RAILWAY.
 AU3176'
 AU3176'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU3176'DISKS SET IN CONCRETE.
 AU3176'
 AU3176'UPPER MARK PROJECTS 4 INCHES.
 AU3176'
 AU3176'REFERENCE MARK NO. 1 IS IN FENCE LINE ON W SIDE OF ROUTE 79,
 AU3176'ABOUT 100 YARDS S OF SUGAR MILL, ABOUT 100 YARDS N OF SMALL
 AU3176'WOODEN BRIDGE, ABOUT 30 YARDS SE OF NARROW GAGE RAILWAY
 AU3176'CROSSING ROUTE 79, AND 177.53 FEET FROM STATION S 29 DEG 36 MIN W.
 AU3176'
 AU3176'REFERENCE MARK NO. 2 IS IN FENCE LINE ON THE W SIDE OF ROUTE
 AU3176'79, ABOUT 350 YARDS NW OF SUGAR MILL, ABOUT 200 YARDS N OF A
 AU3176'PAIR OF LARGE STORAGE TANKS WHICH ARE ON W SIDE OF ROAD
 AU3176'ON FIRST CURB N OF THE ONE AT THE MILL, AND 441 PACES FROM
 AU3176'STATION N 31 DEG 57 MIN E.
 AU3176
 AU3176                          STATION RECOVERY (1941)
 AU3176
 AU3176'RECOVERY NOTE BY SHELL OIL COMPANY 1941
 AU3176'STATION WAS EASILY LOCATED FROM THE ORIGINAL DESCRIPTION,
 AU3176'AND WAS FOUND TO BE IN GOOD CONDITION.  BOTH REFERENCE MARKS
 AU3176'WERE FOUND TO BE IN GOOD CONDITION AND THE CALLS TO THEM
 AU3176'WERE VERIFIED.
 AU3176
 AU3176                          STATION RECOVERY (1948)
 AU3176
 AU3176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU3176'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AU3176'DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 AU3176'
 AU3176'1.  SUGAR MILL IS IN RUINS - ONLY FOUNDATION REMAINS.
 AU3176'
 AU3176'2.  NARROW GAGE RAILROAD IS GONE.
 AU3176'
 AU3176'3.  STATION IS 21 METERS E OF THE CENTER LINE OF STATE HIGHWAY
 AU3176
 AU3176                          STATION RECOVERY (1960)
 AU3176
 AU3176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 AU3176'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3176'A NEW DESCRIPTION FOLLOWS--
 AU3176'
 AU3176'THE STAITON IS ABOUT 4-1/2 MILES SOUTHEAST OF CHACAHOULA AND
 AU3176'5 MILES WEST OF ELLENDALE.  THE STATION IS REACHED FROM CHACAHOULA
 AU3176'BY GOING 7 MILES SOUTHEAST OF STATE ROUTE 79 TO THE BULL RUN
 AU3176'PLANTATION.  THE MARK IS ON THE EAST SIDE OF THE ROAD.  ABOUT
 AU3176'500 FEET NORTH OF A SMALL BRIDGE.  166 FEET SOUTH OF A
 AU3176'WATER TANK ON THE TOP OF THE BRICK FOUNDATION OF THE SUGAR
 AU3176'MILL.  77 FEET SOUTHEAST OF POLE RF CO-OP C45.  80 FEET EAST
 AU3176'OF THE CENTER OF THE ROAD.  59 FEET EAST OF THE FENCE.  38
 AU3176'FEET NORTH OF A WEED-CHOKED, WATER FILLED FOUNDATION.  THE
 AU3176'MARK IS A STANDARD DISK, STAMPED COCKE U931, SET IN THE
 AU3176'CENTER OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 AU3176'INCH.
 AU3176'
 AU3176'RM 1 IS ABOUT 350 FEET NORTH OF THE SMALL BRIDGE ON ROUTE
 AU3176'79.  200 FEET NORTH OF THE NORTH ONE OF TWO IDENTICAL FRAME
 AU3176'HOUSES WEST OF THE ROAD.  40 FEET NORTH OF A FENCE CORNER.
 AU3176'21 FEET WEST OF THE CENTER OF THE ROAD.  1 FOOT WEST OF THE
 AU3176'FENCE.  THE MARK IS A STANDARD DISK STAMPED COCKE NO 1 1931,
 AU3176'SET IN THE CENTER OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 AU3176'6 INCHES.
 AU3176'
 AU3176'R.M. 2 IS ON THE WEST SIDE OF ROUTE 79.  252 FEET NORTH-NORTHWEST
 AU3176'OF THE NORTHWEST CORNER OF A LARGE BRICK HOUSE.  26 FEET SOUTH OF
 AU3176'THE CENTER OF A LANE PROCEEDING WEST FROM ROUTE 79.  20 FEET
 AU3176'WEST OF THE CENTER OF THE ROAD.  7 FEET NORTH OF A FENCE CORNER.
 AU3176'THE MARK IS A STANDARD DISK, STAMPED COCKE NO 2 1931, SET IN THE
 AU3176'CENTER OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 AU3176
 AU3176                          STATION RECOVERY (1965)
 AU3176
 AU3176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU3176'THE STATION WAS VISITED 2-23-65 AND STATION AND RM NO. 1 AND
 AU3176'NO. 2 WERE FOUND IN GOOD CONDITION.  RM NO. 1 AND 2 WERE DESTROYED
 AU3176'AT THIS DATE DUE TO ROAD CONSTRUCTION.  RM NO. 3 AND 4 WERE
 AU3176'ESTABLISHED AND AN AZIMUTH MARK WAS ESTABLISHED AT THIS DATE
 AU3176'FROM RM NO. 2 WHICH PREVIOUSLY SERVED AS AN AZIMUTH.  A NEW
 AU3176'DESCRIPTION FOLLOWS--
 AU3176'
 AU3176'THE STATION IS LOCATED 4.5 MILES SE OF CHACAHOULA AND 5 MILES
 AU3176'SE OF ELLENDALE.  THE MARK IS AT THE OLD BULL RUN PLANTATION
 AU3176'NOW OWNED BY A MR. COX.  IT IS 80 FT. E OF THE CENTERLINE
 AU3176'OF THE ROAD ABOUT 500 FT. NW OF A SMALL BRIDGE, 166 FT. SE OF
 AU3176'A METAL TANK ON TOP OF THE RUINS OF THE OLD SUGAR MILL, 173
 AU3176'FT. SE OF A POWER POLE, 148 FT. SE OF A T FENCE CORNER,
 AU3176'130 FEET SE OF THE SOUTH END OF A WOOD GATE, 124 FT. NE OF THE
 AU3176'NORTH END OF A METAL GET, 159 FT. NE OF A POWER POLE.  IT
 AU3176'IS A STANDARD DISK STAMPED COCKE 1931.
 AU3176'
 AU3176'REFERENCE MARK NO. 3 IS 136.06 FT. SW OF STATION, 29 FT. SW
 AU3176'OF THE CENTERLINE OF THE ROAD, 10 FT. SE OF SOUTH END OF
 AU3176'METAL GATE, 34 FT. NW OF A POWER POLE, 1 FOOT NE OF A METAL
 AU3176'WITNES POST AND FENCE LINE.  IT IS A STANDARD DISK STAMPED
 AU3176'COCKE NO. 3 1931.  PROJECTS 6 INCHES.
 AU3176'
 AU3176'REFERENCE MARK NO. 4 IS 143.11 FT. WNW OF STATION, 27 FT.
 AU3176'SW OF THE CENTERLINE OF THE ROAD, 9 FT. N OF NORTH GATE POST
 AU3176'OF WOODEN GATE, 38 FT. S OF A POWER POLE, 6 FT. S OF A T
 AU3176'FENCE CORNER, 1 FOOT E OF A METAL WITNESS POST AND FENCE LINE.
 AU3176'IT IS A STANDARD DISK STAMPED COCKE NO. 4 1931.
 AU3176'PROJECTS 4 INCHES.
 AU3176'
 AU3176'THE AZIMUTH MARK IS 0.25 MILE NW OF STATION AT A FENCE CORNER
 AU3176'AND LANE LEADING WEST INTO PASTURE, 25 FT. SW OF THE CENTERLINE
 AU3176'OF THE ROAD, 70 FT. SE OF NORTHEAST CORNER OF A TIN BUILDING,
 AU3176'59 FT. SE OF A POWER POLE, 18 FT. SE OF SOUTH GATE POST TO
 AU3176'GATE IN LANE LEADING WEST, 1 FOOT FROM A METAL WITNESS POST.
 AU3176'IT IS A STANDARD DISK STAMPED COCKE 1931 RESET 1965.
 AU3176'
 AU3176'TO REACH FROM THE INTERSECTION OF LOUISIANA STATE HIGHWAYS
 AU3176'20 AND 24 AT SOUTH EDGE OF SCHRIEVER, GO WEST ON STATE HIGHWAY
 AU3176'20 FOR 6.7 MILES TO A CROSS ROAD AT CHACAHOULA, TURN LEFT
 AU3176'AND GO S ON BLACK TOP ROAD FOR 4.6 MILES TO THE AZIMUTH MARK
 AU3176'ON THE RIGHT, CONTINUE SOUTH FOR 0.2 MILES TO THE STATION
 AU3176'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3255 ***********************************************************************
 AU3255  DESIGNATION -  COCODRIE
 AU3255  PID         -  AU3255
 AU3255  STATE/COUNTY-  LA/TERREBONNE
 AU3255  USGS QUAD   -  COCODRIE (1994)
 AU3255
 AU3255                         *CURRENT SURVEY CONTROL
 AU3255  ___________________________________________________________________
 AU3255* NAD 83(1992)-  29 14 44.19494(N)    090 39 50.94439(W)     ADJUSTED  
 AU3255* NAVD 88     -         1.3  **(meters)       4.   **(feet)  VERTCON   
 AU3255  **This station is located in a subsidence area (see below).
 AU3255  ___________________________________________________________________
 AU3255  X           -     -64,558.909 (meters)                     COMP
 AU3255  Y           -  -5,569,194.557 (meters)                     COMP
 AU3255  Z           -   3,097,670.945 (meters)                     COMP
 AU3255  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU3255  ELLIP HEIGHT-         -23.59  (meters)          (07/18/02) GPS OBS
 AU3255  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AU3255
 AU3255  HORZ ORDER  -  FIRST
 AU3255  ELLP ORDER  -  FOURTH    CLASS II
 AU3255
 AU3255.The horizontal coordinates were established by GPS observations
 AU3255.and adjusted by the National Geodetic Survey in January 1993..
 AU3255
 AU3255 ** The orthometric height has not been validated since last determined
 AU3255 ** by differential leveling and should not be used for control purposes.
 AU3255 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3255 ** area with valid NAVD 88 orthometric heights.
 AU3255 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3255 ** epoch indicated which incorporates improved geoid heights for the
 AU3255 ** Southern Louisiana Subsidence area.
 AU3255 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3255
 AU3255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3255
 AU3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3255
 AU3255.The ellipsoidal height was determined by GPS observations
 AU3255.and is referenced to NAD 83.
 AU3255
 AU3255.The geoid height was determined by GEOID03.
 AU3255
 AU3255;                    North         East     Units Scale Factor Converg.
 AU3255;SPC LA S     -    82,838.921 1,065,050.043   MT  1.00001196   +0 20 04.6
 AU3255;SPC LA S     -   271,780.69  3,494,251.68   sFT  1.00001196   +0 20 04.6
 AU3255;UTM  15      - 3,237,459.048   727,004.699   MT  1.00023592   +1 08 30.0
 AU3255
 AU3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3255!SPC LA S     -   1.00000371  x   1.00001196  =   1.00001567
 AU3255!UTM  15      -   1.00000371  x   1.00023592  =   1.00023963
 AU3255
 AU3255                          SUPERSEDED SURVEY CONTROL
 AU3255
 AU3255  ELLIP H (01/21/93)  -23.73   (m)                       GP(       ) 4 2
 AU3255  NAD 83(1986)-  29 14 44.21479(N)    090 39 50.95426(W) AD(       ) 1
 AU3255  NGVD 29 (04/21/89)    1.3    (m)            4.     (f) GPS OBS        
 AU3255
 AU3255.Superseded values are not recommended for survey control.
 AU3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3255.See file dsdata.txt to determine how the superseded data were derived.
 AU3255
 AU3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2700537459(NAD 83)
 AU3255_MARKER: I = METAL ROD
 AU3255_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3255_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3255+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3255
 AU3255  HISTORY     - Date     Condition        Report By
 AU3255  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3255
 AU3255                          STATION DESCRIPTION
 AU3255
 AU3255'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3255'THE STATION IS LOCATED ABOUT 32 MILES SOUTHEAST OF HOUMA, IN THE
 AU3255'SMALL COMMUNITY OF COCODRIE AND AT THE END OF STATE HIGHWAY 56.
 AU3255'
 AU3255'THE STATION IS LOCATED AT THE COCODRIE LAND ROCK NEXT TO TEXACO PLANT
 AU3255'AND WEST OF AN ICE PLANT.  IT IS 586.4 FEET WEST OF THE WEST EDGE OF
 AU3255'HIGHWAY 56, 4.4 FEET NORTH OF A BULKHEAD, 48.2 FEET NORTHEAST OF A
 AU3255'TIDE GAUGE, 40.4 FEET EAST NORTHEAST OF THE NORTH POST SUPPORTING LAND
 AU3255'DOCK.  A KEY IS NEEDED TO GAIN ENTRANCE TO A LOCKED GATE.
 AU3255'
 AU3255'TO REACH STATION FROM STATE HIGHWAYS 56 AND 57 ABOUT 25 MILES
 AU3255'SOUTHEAST OF HOUMA.  GO SOUTHEAST ON HIGHWAY 56 FOR 4.8 MILES TO THE
 AU3255'END OF HIGHWAY AND A LOCKED GATE ON THE RIGHT.  GO RIGHT, PASSING
 AU3255'THROUGH GATE FOR 586 FEET TO STATION AS DESCRIBED.
 AU3255'
 AU3255'NOTE--KEY TO LOCKED GATE MENTION ABOVE MAY BE OBTAINED FROM T BAKER
 AU3255'SMITH AND SONS OF HOUMA.  PHONE 504 - 868 - 1050.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3446 ***********************************************************************
 AU3446  DESIGNATION -  COCODRIE ALLIED ODECO RAD MAST
 AU3446  PID         -  AU3446
 AU3446  STATE/COUNTY-  LA/TERREBONNE
 AU3446  USGS QUAD   -  COCODRIE (1994)
 AU3446
 AU3446                         *CURRENT SURVEY CONTROL
 AU3446  ___________________________________________________________________
 AU3446* NAD 83(1992)-  29 14 13.78696(N)    090 40 03.20550(W)     ADJUSTED  
 AU3446* NAVD 88     -       156.7  **(meters)     514.   **(feet)  VERTCON   
 AU3446  **This station is located in a subsidence area (see below).
 AU3446  ___________________________________________________________________
 AU3446  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AU3446  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AU3446
 AU3446  HORZ ORDER  -  THIRD
 AU3446
 AU3446.The horizontal coordinates were established by classical geodetic methods
 AU3446.and adjusted by the National Geodetic Survey in January 1993..
 AU3446
 AU3446 ** The orthometric height has not been validated since last determined
 AU3446 ** by differential leveling and should not be used for control purposes.
 AU3446 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3446 ** area with valid NAVD 88 orthometric heights.
 AU3446 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3446 ** epoch indicated which incorporates improved geoid heights for the
 AU3446 ** Southern Louisiana Subsidence area.
 AU3446 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3446
 AU3446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3446
 AU3446.The geoid height was determined by GEOID03.
 AU3446
 AU3446;                    North         East     Units Scale Factor Converg.
 AU3446;SPC LA S     -    81,900.770 1,064,724.408   MT  1.00001389   +0 19 58.4
 AU3446;SPC LA S     -   268,702.78  3,493,183.33   sFT  1.00001389   +0 19 58.4
 AU3446;UTM  15      - 3,236,516.195   726,692.240   MT  1.00023417   +1 08 23.0
 AU3446
 AU3446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3446!SPC LA S     -   0.99997923  x   1.00001389  =   0.99999312
 AU3446!UTM  15      -   0.99997923  x   1.00023417  =   1.00021340
 AU3446
 AU3446                          SUPERSEDED SURVEY CONTROL
 AU3446
 AU3446  NAD 83(1986)-  29 14 13.80411(N)    090 40 03.21688(W) AD(       ) 4
 AU3446  NGVD 29 (08/28/92)  156.6    (m)          514.     (f) VERT ANG       
 AU3446
 AU3446.Superseded values are not recommended for survey control.
 AU3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3446.See file dsdata.txt to determine how the superseded data were derived.
 AU3446
 AU3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2669236516(NAD 83)
 AU3446_MARKER: 42 = RADIO/TV MAST
 AU3446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3446
 AU3446  HISTORY     - Date     Condition        Report By
 AU3446  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3446
 AU3446                          STATION DESCRIPTION
 AU3446
 AU3446'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3446'THE STATION IS LOCATED ABOUT 0.40 KM (0.25 MI) SOUTH
 AU3446'OF THE END OF THE ROAD IN COCODRIE, LOCATED ON MARSH LAND ON THE WEST
 AU3446'SIDE OF THE PETIT CAILLOU BAYOU.  THE POINT INTERSECTED WAS THE RED
 AU3446'LIGHT ATOP THE ALLIED ODECO RAD MAST, WITH THE CALL SIGN BEING KLF681,
 AU3446'WHICH IS AN ALTERNATELY PAINTED RED AND WHITE STEEL STRUCTURE WITH AN
 AU3446'OVERALL HEIGHT OF 152.40 METERS (500 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0985 ***********************************************************************
 AT0985  DESIGNATION -  CODFISH POINT 2
 AT0985  PID         -  AT0985
 AT0985  STATE/COUNTY-  LA/ST BERNARD
 AT0985  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0985
 AT0985                         *CURRENT SURVEY CONTROL
 AT0985  ___________________________________________________________________
 AT0985* NAD 83(1992)-  29 45 44.19696(N)    089 18 53.90725(W)     ADJUSTED  
 AT0985* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0985  ___________________________________________________________________
 AT0985  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AT0985  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AT0985
 AT0985  HORZ ORDER  -  THIRD
 AT0985
 AT0985.The horizontal coordinates were established by classical geodetic methods
 AT0985.and adjusted by the National Geodetic Survey in May 1994..
 AT0985
 AT0985.The orthometric height was scaled from a topographic map.
 AT0985
 AT0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0985
 AT0985.The geoid height was determined by GEOID03.
 AT0985
 AT0985;                    North         East     Units Scale Factor Converg.
 AT0985;SPC LA S     -   141,635.608 1,195,183.532   MT  0.99993436   +1 00 33.1
 AT0985;SPC LA S     -   464,682.82  3,921,197.97   sFT  0.99993436   +1 00 33.1
 AT0985;UTM  16      - 3,294,689.648   276,164.749   MT  1.00021822   -1 08 58.7
 AT0985
 AT0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0985!SPC LA S     -   1.00000401  x   0.99993436  =   0.99993837
 AT0985!UTM  16      -   1.00000401  x   1.00021822  =   1.00022223
 AT0985
 AT0985|---------------------------------------------------------------------|
 AT0985| PID    Reference Object                     Distance      Geod. Az  |
 AT0985|                                                           dddmmss.s |
 AT0985| DD6541 CODFISH POINT 2 RM 1                 27.828 METERS 03624     |
 AT0985| DD6542 CODFISH POINT 2 RM 2                 32.080 METERS 29701     |
 AT0985| AT0989 CODFISH PT 2 AZ MK 1970             APPROX. 0.5 KM 3473516.0 |
 AT0985|---------------------------------------------------------------------|
 AT0985
 AT0985                          SUPERSEDED SURVEY CONTROL
 AT0985
 AT0985  NAD 83(1992)-  29 45 44.19909(N)    089 18 53.90517(W) AD(       ) 3
 AT0985  NAD 83(1986)-  29 45 44.20342(N)    089 18 53.90712(W) AD(       ) 3
 AT0985  NAD 27      -  29 45 43.46400(N)    089 18 53.74200(W) AD(       ) 3
 AT0985
 AT0985.Superseded values are not recommended for survey control.
 AT0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0985.See file dsdata.txt to determine how the superseded data were derived.
 AT0985
 AT0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7616594690(NAD 83)
 AT0985_MARKER: DS = TRIANGULATION STATION DISK
 AT0985_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0985_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0985
 AT0985  HISTORY     - Date     Condition        Report By
 AT0985  HISTORY     - 1952     MONUMENTED       CGS
 AT0985  HISTORY     - 1965     GOOD             CGS
 AT0985  HISTORY     - 1969     GOOD             CGS
 AT0985  HISTORY     - 1970     GOOD             NGS
 AT0985
 AT0985                          STATION DESCRIPTION
 AT0985
 AT0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0985'ON THE N SHORE OF ELOI BAY 2 MILES E OF THE MOUTH OF BAYOU LA LOUTRE,
 AT0985'2.5 MILES NE OF
 AT0985'GATE ISLAND ON GODFISH POINT.
 AT0985'
 AT0985'STATION MARK IS A STANDARD DISK SET IN CONCRETE AT THE CENTER OF A
 AT0985'6-INCH TILE WHICH
 AT0985'IS FASTENED TO THE UPPER END OF A WOODEN 2X4X8
 AT0985'DRIVEN INTO THE MARSH.  IT IS
 AT0985'STAMPED CODFISH PT 2 1952, IT IS 235
 AT0985'FEET E OF W SHORELINE, 236 FEET W OF E
 AT0985'SHORELINE, AND 8 FEET S OF
 AT0985'WHITE 4- BY 4-INCH WITNESS POST PROJECTING APPROXIMATELY
 AT0985'4 FEET.
 AT0985'MONUMENT PROJECTS APPROXIMATELY 12 INCHES.
 AT0985'
 AT0985'R.M. 1 IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH TILE
 AT0985'WHICH IS FASTENED
 AT0985'TO THE UPPER END OF A WOODEN 2X4X8 DRIVEN INTO THE
 AT0985'MARSH.  IT IS STAMPED CODFISH PT 2
 AT0985'NO 1 1952 AND PROJECTS
 AT0985'APPROXIMATELY 10 INCHES.
 AT0985'
 AT0985'R.M. 2 IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH TILE
 AT0985'WHICH IS FASTENED
 AT0985'TO THE UPPER END OF A WOODEN 2X4X8 DRIVEN INTO THE
 AT0985'MARSH.  IT IS STAMPED CODFISH PT 2
 AT0985'NO 2 1952 AND PROJECTS
 AT0985'APPROXIMATELY 10 INCHES.
 AT0985'
 AT0985'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 AT0985
 AT0985                          STATION RECOVERY (1965)
 AT0985
 AT0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AT0985'THE STATION WAS VISITED.  THE STATION MARK AND REFERENCE MARKS NO.S
 AT0985'1 AND 2 WERE FOUND
 AT0985'TO BE IN GOOD CONDITION.  THE STAMPING ON MARKS
 AT0985'WAS VERIFIED.  ALL MARKS PROJECT
 AT0985'ABOUT 1-FOOT ABOVE THE GROUND LEVEL
 AT0985'AND ARE FAIRLY SOLID.  A STEEL PIPE AND WITNESS
 AT0985'SIGN WAS LEFT
 AT0985'STANDING AT THE STATION MARK.
 AT0985'
 AT0985'THE STATION WAS REACHED BY FLOAT PLANE, BEACHING NEAR THE STATION
 AT0985'SITE.
 AT0985
 AT0985                          STATION RECOVERY (1969)
 AT0985
 AT0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0985'THIS STATION WAS FOUND BY HELICOPTER AFTER HURRICANE CAMILLE.  IT WAS
 AT0985'AT WATERS EDGE AND SHOULD BE REMOVED.
 AT0985
 AT0985                          STATION RECOVERY (1970)
 AT0985
 AT0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0985'THE STATION WAS VISITED 4-14-70.  THE STATION MARK AND REFERENCE
 AT0985'MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  AN
 AT0985'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AND THE DISTANCE TO IT
 AT0985'MEASURED WITH A DIST 0 MAT.  A COMPLETE NEW DESCRIPTION
 AT0985'FOLLOWS--
 AT0985'
 AT0985'THE STATION IS LOCATED ABOUT 22 MILES EAST-SOUTHEAST OF SHELL BEACH,
 AT0985'3-1/2 MILES NORTHWEST OF CHICOT ISLAND, 3 MILES NORTHEAST OF GATE
 AT0985'ISLAND, ON THE WEST SIDE OF CHANDELEUR SOUND AND AT THE EAST EDGE
 AT0985'OF ELOI BAY ON A POINT OF LAND KNOWN AS CODFISH POINT.  IT IS
 AT0985'ABOUT 200 FEET NORTHEAST OF A SOUTHWEST POINT OF LAND, 165 FEET
 AT0985'EAST OF THE WEST SHORELINE, 61 FEET WEST-NORTHWEST OF A SMALL
 AT0985'COVE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A C AND GS
 AT0985'TRIANGULATION STATION DISK, STAMPED CODFISH PT 2 1952, SET IN THE
 AT0985'TOP OF A CONCRETE FILLED TERRACOTTA TILE WHICH IS 6 INCHES IN
 AT0985'DIAMETER AND PROJECTS 10 INCHES.
 AT0985'
 AT0985'REFERENCE MARK NO. 1 IS 91.30 FEET NORTHEAST OF THE STATION.  IT IS
 AT0985'145 FEET NORTH OF THE SMALL COVE MENTIONED ABOVE, 106 FEET
 AT0985'EAST-NORTHEAST OF THE NEAREST SHORELINE AND 91 FEET NORTHEAST OF
 AT0985'THE METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 AT0985'STAMPED CODFISH PT 2 NO 1 1952, SET IN CONCRETE IN THE TOP OF A 6
 AT0985'INCH TERRACOTTA TILE WHICH PROJECTS 8 INCHES.
 AT0985'
 AT0985'REFERENCE MARK NO. 2 IS 105.25 FEET WEST-NORTHWEST OF THE STATION.
 AT0985'IT IS 185 FEET NORTH-NORTHWEST OF THE POINT OF LAND, 106 FEET
 AT0985'WEST-NORTHWEST OF THE METAL WITNESS POST AND 60 FEET EAST OF THE
 AT0985'NEAREST SHORELINE.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 AT0985'CODFISH PT 2 RM 1 1952, SET IN CONCRETE IN THE TOP OF A 6 INCH
 AT0985'TERRACOTTA TILE WHICH PROJECTS 10 INCHES.
 AT0985'
 AT0985'THE AZIMUTH MARK IS 519.595 METERS NORTH-NORTHWEST OF THE STATION.
 AT0985'IT IS ABOUT 125 PACES SOUTH OF THE SOUTH EDGE OF OTTER BAYOU AND
 AT0985'250 FEET NORTHEAST OF THE SOUTHWEST SHORELINE, AND MARKED BY A
 AT0985'METAL WITNESS POST.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED
 AT0985'CODFISH PT 2 1952 1970, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 AT0985'WELD GROUND ROD 24 FEET LONG AND ENCASED IN A 4 INCH
 AT0985'ORANGEBURG PIPE WHICH PROJECTS 18 INCHES.
 AT0985'
 AT0985'NOTE--STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0985'
 AT0985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 22 MILES
 AT0985'ESE OF SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0989 ***********************************************************************
 AT0989  DESIGNATION -  CODFISH PT 2 AZ MK 1970
 AT0989  PID         -  AT0989
 AT0989  STATE/COUNTY-  LA/ST BERNARD
 AT0989  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0989
 AT0989                         *CURRENT SURVEY CONTROL
 AT0989  ___________________________________________________________________
 AT0989* NAD 83(1992)-  29 46 00.67735(N)    089 18 58.06461(W)     ADJUSTED  
 AT0989* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0989  ___________________________________________________________________
 AT0989  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AT0989  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AT0989
 AT0989  HORZ ORDER  -  THIRD
 AT0989
 AT0989.The horizontal coordinates were established by classical geodetic methods
 AT0989.and adjusted by the National Geodetic Survey in May 1994..
 AT0989.No horizontal observational check was made to the station.
 AT0989
 AT0989.The orthometric height was scaled from a topographic map.
 AT0989
 AT0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0989
 AT0989.The geoid height was determined by GEOID03.
 AT0989
 AT0989;                    North         East     Units Scale Factor Converg.
 AT0989;SPC LA S     -   142,140.981 1,195,062.936   MT  0.99993403   +1 00 31.1
 AT0989;SPC LA S     -   466,340.87  3,920,802.32   sFT  0.99993403   +1 00 31.1
 AT0989;UTM  16      - 3,295,199.351   276,063.248   MT  1.00021878   -1 09 01.3
 AT0989
 AT0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0989!SPC LA S     -   1.00000402  x   0.99993403  =   0.99993805
 AT0989!UTM  16      -   1.00000402  x   1.00021878  =   1.00022280
 AT0989
 AT0989                          SUPERSEDED SURVEY CONTROL
 AT0989
 AT0989  NAD 83(1992)-  29 46 00.67947(N)    089 18 58.06254(W) AD(       ) 3
 AT0989  NAD 83(1986)-  29 46 00.68382(N)    089 18 58.06442(W) AD(       ) 3
 AT0989  NAD 27      -  29 45 59.94479(N)    089 18 57.89998(W) AD(       ) 3
 AT0989
 AT0989.Superseded values are not recommended for survey control.
 AT0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0989.See file dsdata.txt to determine how the superseded data were derived.
 AT0989
 AT0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7606395199(NAD 83)
 AT0989_MARKER: DZ = AZIMUTH MARK DISK
 AT0989_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0989+WITH SETTING: INFORMATION.
 AT0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0989
 AT0989  HISTORY     - Date     Condition        Report By
 AT0989  HISTORY     - 1970     MONUMENTED       NGS
 AT0989
 AT0989                          STATION DESCRIPTION
 AT0989
 AT0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0989'THE AZIMUTH MARK IS 519.595 METERS NORTH-NORTHWEST OF THE
 AT0989'STATION.  IT IS ABOUT 125 PACES SOUTH OF THE SOUTH EDGE OF OTTER
 AT0989'BAYOU AND 250 FEET NORTHEAST OF THE SOUTHWEST SHORELINE, AND MARKED
 AT0989'BY A METAL WITNESS POST.  IT IS A C AND GS AZIMUTH MARK DISK,
 AT0989'STAMPED CODFISH PT 2 1952 1970, CRIMPED TO THE TOP OF A 5/8 INCH
 AT0989'COPPER WELD GROUND ROD 24 FEET LONG AND ENCASED IN A 4 INCH
 AT0989'ORANGEBURG PIPE WHICH PROJECTS 18 INCHES.
 AT0989'
 AT0989'NOTE--STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0989'
 AT0989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 22 MILES
 AT0989'ESE OF SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6954 ***********************************************************************
 AI6954  DESIGNATION -  COE 93 13A
 AI6954  PID         -  AI6954
 AI6954  STATE/COUNTY-  LA/ST MARY
 AI6954  USGS QUAD   -  MORGAN CITY (1994)
 AI6954
 AI6954                         *CURRENT SURVEY CONTROL
 AI6954  ___________________________________________________________________
 AI6954* NAD 83(1992)-  29 41 05.34207(N)    091 13 13.86370(W)     ADJUSTED  
 AI6954* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AI6954  **This station is located in a subsidence area (see below).
 AI6954  ___________________________________________________________________
 AI6954  X           -    -118,124.174 (meters)                     COMP
 AI6954  Y           -  -5,544,362.774 (meters)                     COMP
 AI6954  Z           -   3,140,056.531 (meters)                     COMP
 AI6954  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI6954  ELLIP HEIGHT-         -24.56  (meters)          (02/20/02) GPS OBS
 AI6954  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AI6954
 AI6954  HORZ ORDER  -  FIRST
 AI6954  ELLP ORDER  -  FOURTH    CLASS I
 AI6954
 AI6954.The horizontal coordinates were established by GPS observations
 AI6954.and adjusted by the National Geodetic Survey in July 2000..
 AI6954
 AI6954 ** The orthometric height has not been validated since last determined
 AI6954 ** by differential leveling and should not be used for control purposes.
 AI6954 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6954 ** area with valid NAVD 88 orthometric heights.
 AI6954 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6954 ** epoch indicated which incorporates improved geoid heights for the
 AI6954 ** Southern Louisiana Subsidence area.
 AI6954 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6954.The orthometric height was determined by GPS observations and a
 AI6954.high-resolution geoid model.
 AI6954
 AI6954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6954
 AI6954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6954
 AI6954.The ellipsoidal height was determined by GPS observations
 AI6954.and is referenced to NAD 83.
 AI6954
 AI6954.The geoid height was determined by GEOID03.
 AI6954
 AI6954;                    North         East     Units Scale Factor Converg.
 AI6954;SPC LA S     -   131,336.262 1,010,918.746   MT  0.99994086   +0 03 23.1
 AI6954;SPC LA S     -   430,892.39  3,316,655.92   sFT  0.99994086   +0 03 23.1
 AI6954;UTM  15      - 3,285,185.788   672,180.903   MT  0.99996580   +0 52 53.3
 AI6954
 AI6954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6954!SPC LA S     -   1.00000386  x   0.99994086  =   0.99994472
 AI6954!UTM  15      -   1.00000386  x   0.99996580  =   0.99996966
 AI6954
 AI6954:                Primary Azimuth Mark                     Grid Az
 AI6954:SPC LA S     -  L060                                     214 19 45.8
 AI6954:UTM  15      -  L060                                     213 30 15.6
 AI6954
 AI6954|---------------------------------------------------------------------|
 AI6954| PID    Reference Object                     Distance      Geod. Az  |
 AI6954|                                                           dddmmss.s |
 AI6954| AI6939 L060                                APPROX. 0.6 KM 2142308.9 |
 AI6954|---------------------------------------------------------------------|
 AI6954
 AI6954                          SUPERSEDED SURVEY CONTROL
 AI6954
 AI6954  ELLIP H (07/31/00)  -24.51   (m)                       GP(       ) 4 1
 AI6954
 AI6954.Superseded values are not recommended for survey control.
 AI6954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6954.See file dsdata.txt to determine how the superseded data were derived.
 AI6954
 AI6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7218185186(NAD 83)
 AI6954_MARKER: DD = SURVEY DISK
 AI6954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6954_STAMPING: 93 13A
 AI6954_MARK LOGO: USA   
 AI6954_PROJECTION: RECESSED 39 CENTIMETERS
 AI6954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6954+STABILITY: SURFACE MOTION
 AI6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6954+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2000
 AI6954
 AI6954  HISTORY     - Date     Condition        Report By
 AI6954  HISTORY     - UNK      MONUMENTED       USA
 AI6954  HISTORY     - 20000128 SEE DESCRIPTION  CDSMS
 AI6954
 AI6954                          STATION DESCRIPTION
 AI6954
 AI6954'DESCRIBED BY CDS/MUERY SERVICES 2000 (REG)
 AI6954'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6954'THE STATION IS LOCATED ON THE SOUTH SIDE OF BERWICK. TO REACH THE
 AI6954'STATION FROM THE INTERSECTION OF BURWICK SOUTH ROAD AND RIVER ROAD GO
 AI6954'NORTHEAST ON RIVER ROAD FOR ABOUT 1 MI TO THE STATION ON THE LEFT. THE
 AI6954'MONUMENT IS 16.3 FT NORTHWEST OF THE CENTERLINE OF RIVER ROAD, 412 FT
 AI6954'NORTHEAST OF THE CENTERLINE OF PETERSON ALLEY, 52.5 FT NORTHWEST OF
 AI6954'POWER POLE NUMBER 03590/37017(WITH CORPS OF ENGINEERS METAL WITNESS
 AI6954'POST), NORTHWEST OF NORTH BANK TOWING CORP. BUSINESS AT 2250 RIVER
 AI6954'ROAD AND SET ABOUT 1.3 FT BELOW NATURAL GROUND. THE MONUMENT IS A
 AI6954'STANDARD US ARMY CORPS ENGINEERS BRASS DISK SET IN A CONCRETE
 AI6954'MONUMENT.
 AI6954'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3086 ***********************************************************************
 CP3086  DESIGNATION -  COFFEE
 CP3086  PID         -  CP3086
 CP3086  STATE/COUNTY-  LA/MOREHOUSE
 CP3086  USGS QUAD   -  LAARK (1988)
 CP3086
 CP3086                         *CURRENT SURVEY CONTROL
 CP3086  ___________________________________________________________________
 CP3086* NAD 83(1992)-  32 55 44.73245(N)    091 31 46.62501(W)     ADJUSTED  
 CP3086* NAVD 88     -        30.19   (+/-2cm)      99.0    (feet)  VERTCON   
 CP3086  ___________________________________________________________________
 CP3086  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CP3086  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3086
 CP3086  HORZ ORDER  -  SECOND
 CP3086  VERT ORDER  -  THIRD ? (See Below)
 CP3086
 CP3086.The horizontal coordinates were established by classical geodetic methods
 CP3086.and adjusted by the National Geodetic Survey in September 1999..
 CP3086
 CP3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3086.The vertical order pertains to the NGVD 29 superseded value.
 CP3086
 CP3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3086
 CP3086.The geoid height was determined by GEOID03.
 CP3086
 CP3086;                    North         East     Units Scale Factor Converg.
 CP3086;SPC LA N     -   269,747.490 1,090,762.956   MT  1.00007038   +0 30 46.9
 CP3086;SPC LA N     -   884,996.56  3,578,611.46   sFT  1.00007038   +0 30 46.9
 CP3086;UTM  15      - 3,644,385.191   637,472.942   MT  0.99983303   +0 47 57.9
 CP3086
 CP3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3086!SPC LA N     -   0.99999934  x   1.00007038  =   1.00006972
 CP3086!UTM  15      -   0.99999934  x   0.99983303  =   0.99983237
 CP3086
 CP3086|---------------------------------------------------------------------|
 CP3086| PID    Reference Object                     Distance      Geod. Az  |
 CP3086|                                                           dddmmss.s |
 CP3086| CY4098 COFFEE RM 1                          44.001 METERS 04339     |
 CP3086| CY4097 COFFEE AZ MK                                       0992224.5 |
 CP3086| CP2890 OAK GROVE MUNICIPAL TANK            APPROX.14.9 KM 1193016.6 |
 CP3086| CP2913 OAK GROVE MID VALLEY PLINE MST      APPROX. 5.5 KM 1342338.4 |
 CP3086| CY4099 COFFEE RM 2                          60.387 METERS 25005     |
 CP3086|---------------------------------------------------------------------|
 CP3086
 CP3086                          SUPERSEDED SURVEY CONTROL
 CP3086
 CP3086  NAD 83(1992)-  32 55 44.73308(N)    091 31 46.62339(W) AD(       ) 2
 CP3086  NAD 83(1986)-  32 55 44.74569(N)    091 31 46.61762(W) AD(       ) 2
 CP3086  NAD 27      -  32 55 44.28489(N)    091 31 46.18788(W) AD(       ) 2
 CP3086  NGVD 29 (07/19/86)   30.28   (m)           99.3    (f) LEVELING    3  
 CP3086
 CP3086.Superseded values are not recommended for survey control.
 CP3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3086.See file dsdata.txt to determine how the superseded data were derived.
 CP3086
 CP3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3747344385(NAD 83)
 CP3086_MARKER: DS = TRIANGULATION STATION DISK
 CP3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3086
 CP3086  HISTORY     - Date     Condition        Report By
 CP3086  HISTORY     - 1970     MONUMENTED       NGS
 CP3086  HISTORY     - 1973     GOOD             DMA
 CP3086
 CP3086                          STATION DESCRIPTION
 CP3086
 CP3086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3086'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF OAK GROVE, 7
 CP3086'MILES SOUTHEAST OF JONES, 5 MILES SOUTHWEST OF CONCORD AND 3 MILES
 CP3086'WEST OF THE BOEUF RIVER.  IT IS IN THE NORTHEAST QUARTER OF
 CP3086'SECTION 3, T 22 N, R 9 E, AND PROPERTY OWNED BY MR. HARRY
 CP3086'ZAUNBRECHER, ROUTE 1 JONES, LOUISIANA PHONE NUMBER 823-5280 OUT
 CP3086'OF BONITA.
 CP3086'
 CP3086'TO REACH THE STATION FROM THE POST OFFICE IN JONES, GO NORTH ON
 CP3086'U.S. HIGHWAY 165 FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY 165
 CP3086'AND STATE HIGHWAY 835.  TURN RIGHT AND GO EAST ON STATE HIGHWAY
 CP3086'835 FOR 6.65 MILES TO A SIDE ROAD RIGHT AT SIGN HOLLY GROCERY,
 CP3086'TURN RIGHT AND GO SOUTH AND WEST ON A PAVED ROAD FOR 2.9 MILES TO
 CP3086'A T JUNCTION AT THE END OF PAVED ROAD.  TURN LEFT AND GO EAST
 CP3086'SOUTH AND EAST ON A GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD
 CP3086'RIGHT.  (CONTINUE EAST ON THE GRAVELED ROAD FOR 0.7 MILE
 CP3086'TO A SIDE ROAD RIGHT, THIS IS JUST AFTER CROSSING A BRIDGE.
 CP3086'TURN RIGHT AND GO SOUTH ON A FIELD ROAD FOR 0.3 MILE TO THE
 CP3086'AZIMUTH MARK ON THE WEST SIDE OF THE ROAD.) TURN RIGHT AND GO
 CP3086'SOUTH FOR 0.1 MILE TO STATION ON THE LEFT, AS DESCRIBED.
 CP3086'
 CP3086'STATION MARKS ARE STANDARD DISKS STAMPED COFFEE 1970.  THE SURFACE
 CP3086'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3086'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 190 FEET EAST OF THE
 CP3086'APPROXIMATE CENTER OF GRAVELED ROAD, 143 FEET WEST OF THE WEST
 CP3086'BANK OF A CANAL, 96 FEET NORTH OF THE NORTHEAST CORNER OF METAL
 CP3086'SHOP AND 67.5 FEET SOUTH OF A 12 INCH OAK TREE.  THE
 CP3086'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3086'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3086'
 CP3086'REFERENCE MARK 1, A STANDARD DISK STAMPED COFFEE NO 1 1970, IS
 CP3086'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3086'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 194.5 FEET
 CP3086'SOUTH-SOUTHWEST OF POWERLINE POLE WITH TRANSFORMER ATTACHED, 89
 CP3086'FEET EAST OF A 10 INCH GUM TREE, 52 FEET WEST OF THE WEST BANK OF
 CP3086'CANAL AND 3 FEET WEST-NORTHWEST OF A 10 INCH OAK TREE.
 CP3086'
 CP3086'REFERENCE MARK 2, A STANDARD DISK STAMPED COFFEE NO 2 1970, IS
 CP3086'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3086'FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET EAST OF THE
 CP3086'APPROXIMATE CENTER OF GRAVELED ROAD, 17 FEET NORTH OF THE
 CP3086'APPROXIMATE CENTER OF DRIVEWAY AND 2 FEET SOUTH-SOUTHEAST OF AN
 CP3086'UTILITY POLE.
 CP3086'
 CP3086'AZIMUTH MARK, A STANDARD DISK STAMPED COFFEE 1970, IS SET IN THE
 CP3086'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP3086'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET WEST OF
 CP3086'CENTER OF FIELD ROAD AND 2.4 FEET SOUTH OF METAL WITNESS POST
 CP3086'WITH SIGN ATTACHED.
 CP3086'
 CP3086'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 CP3086
 CP3086                          STATION RECOVERY (1973)
 CP3086
 CP3086'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3086'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 CP3086'GOOD CONDITION AS DESCRIBED.  ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1233 ***********************************************************************
 AT1233  DESIGNATION -  COL 1934
 AT1233  PID         -  AT1233
 AT1233  STATE/COUNTY-  LA/JEFFERSON
 AT1233  USGS QUAD   -  WILKINSON BAY (1992)
 AT1233
 AT1233                         *CURRENT SURVEY CONTROL
 AT1233  ___________________________________________________________________
 AT1233* NAD 83(1992)-  29 24 14.93340(N)    089 59 13.43828(W)     ADJUSTED  
 AT1233* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1233  **This station is located in a subsidence area (see below).
 AT1233  ___________________________________________________________________
 AT1233  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AT1233  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AT1233
 AT1233  HORZ ORDER  -  THIRD
 AT1233
 AT1233.The horizontal coordinates were established by classical geodetic methods
 AT1233.and adjusted by the National Geodetic Survey in January 1993..
 AT1233
 AT1233 ** The orthometric height has not been validated since last determined
 AT1233 ** by differential leveling and should not be used for control purposes.
 AT1233 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1233 ** area with valid NAVD 88 orthometric heights.
 AT1233 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1233 ** epoch indicated which incorporates improved geoid heights for the
 AT1233 ** Southern Louisiana Subsidence area.
 AT1233 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1233.The orthometric height was scaled from a topographic map.
 AT1233
 AT1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1233
 AT1233.The geoid height was determined by GEOID03.
 AT1233
 AT1233;                    North         East     Units Scale Factor Converg.
 AT1233;SPC LA S     -   100,989.027 1,130,659.599   MT  0.99997959   +0 40 23.3
 AT1233;SPC LA S     -   331,328.17  3,709,505.70   sFT  0.99997959   +0 40 23.3
 AT1233;UTM  16      - 3,256,475.031   210,130.411   MT  1.00063693   -1 28 03.3
 AT1233;UTM  15      - 3,256,539.652   792,381.025   MT  1.00065498   +1 28 49.1
 AT1233
 AT1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1233!SPC LA S     -   1.00000383  x   0.99997959  =   0.99998342
 AT1233!UTM  16      -   1.00000383  x   1.00063693  =   1.00064076
 AT1233!UTM  15      -   1.00000383  x   1.00065498  =   1.00065881
 AT1233
 AT1233                          SUPERSEDED SURVEY CONTROL
 AT1233
 AT1233  NAD 83(1986)-  29 24 14.94683(N)    089 59 13.44581(W) AD(       ) 3
 AT1233  NAD 27      -  29 24 14.14700(N)    089 59 13.18600(W) AD(       ) 3
 AT1233
 AT1233.Superseded values are not recommended for survey control.
 AT1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1233.See file dsdata.txt to determine how the superseded data were derived.
 AT1233
 AT1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1013056475(NAD 83)
 AT1233_MARKER: DD = SURVEY DISK
 AT1233_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1233_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1233
 AT1233  HISTORY     - Date     Condition        Report By
 AT1233  HISTORY     - 1934     MONUMENTED       CGS
 AT1233  HISTORY     - 1940     GOOD             SHELL
 AT1233  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT1233
 AT1233                          STATION DESCRIPTION
 AT1233
 AT1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1233'ON THE WESTERN SHORE
 AT1233'OF BARATARIA BAY,
 AT1233'ON A POINT WHICH SEPARATES THIS BAY FROM BAYOU
 AT1233'COLAS, ABOUT 1 MILE S OF MANILA
 AT1233'VILLAGE, ABOUT 100 METERS (328 FEET)
 AT1233'FROM THE END OF THE POINT WHICH EXTENDS TOWARDS
 AT1233'THE SW, AND 10
 AT1233'METERS (33 FEET) FROM THE HIGH-WATER MARK OF BARATARIA BAY.  THE
 AT1233'STATION IS
 AT1233'MARKED BY A STANDARD BRONZE HYDROGRAPHIC DISK SET IN
 AT1233'CONCRETE AT THE CENTER OF THE
 AT1233'TOP OF A TILE WHICH IS FASTENED BY
 AT1233'MEANS OF CONCRETE TO THE UPPER END OF A LONG
 AT1233'WOODEN PILE DRIVEN
 AT1233'INTO THE MARSH.
 AT1233
 AT1233                          STATION RECOVERY (1940)
 AT1233
 AT1233'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AT1233'RECOVERED IN GOOD CONDITION.
 AT1233
 AT1233                          STATION RECOVERY (1952)
 AT1233
 AT1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AT1233'STATION IS LOST.  THE SHORELINE HAS UNDERGONE
 AT1233'EXTENSIVE EROSION PROBABLY DESTROYING THE STATION, AS A
 AT1233'THOROUGH SEARCH BY TWO MEN
 AT1233'FAILED TO DISCLOSE ANY TRACE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2675 ***********************************************************************
 BJ2675  DESIGNATION -  COLE
 BJ2675  PID         -  BJ2675
 BJ2675  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2675  USGS QUAD   -  MELVILLE (1994)
 BJ2675
 BJ2675                         *CURRENT SURVEY CONTROL
 BJ2675  ___________________________________________________________________
 BJ2675* NAD 83(1986)-  30 43 36.     (N)    091 44 22.     (W)     SCALED    
 BJ2675* NAVD 88     -         8.60   (+/-2cm)      28.2    (feet)  VERTCON   
 BJ2675  ___________________________________________________________________
 BJ2675  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2675
 BJ2675  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2675
 BJ2675.The horizontal coordinates were scaled from a topographic map and have
 BJ2675.an estimated accuracy of +/- 6 seconds.
 BJ2675
 BJ2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2675.The vertical order pertains to the NGVD 29 superseded value.
 BJ2675
 BJ2675.The geoid height was determined by GEOID03.
 BJ2675
 BJ2675;                    North         East    Units  Estimated Accuracy
 BJ2675;SPC LA S     -   246,890.      961,100.      MT  (+/- 180 meters Scaled)
 BJ2675
 BJ2675                          SUPERSEDED SURVEY CONTROL
 BJ2675
 BJ2675  NGVD 29 (??/??/??)    8.602  (m)           28.22   (f) ADJUSTED    1 2
 BJ2675
 BJ2675.Superseded values are not recommended for survey control.
 BJ2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2675.See file dsdata.txt to determine how the superseded data were derived.
 BJ2675
 BJ2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP206999(NAD 83)
 BJ2675_MARKER: DD = SURVEY DISK
 BJ2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2675_STAMPING: COLE 1946
 BJ2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2675+STABILITY: SURFACE MOTION
 BJ2675
 BJ2675  HISTORY     - Date     Condition        Report By
 BJ2675  HISTORY     - 1946     MONUMENTED       DOD
 BJ2675  HISTORY     - 1966     GOOD             CGS
 BJ2675
 BJ2675                          STATION DESCRIPTION
 BJ2675
 BJ2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2675'3.3 MI NE FROM MELVILLE.
 BJ2675'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2675'STATION AT MELVILLE, THENCE 2.8 MILES NORTH ALONG A LEVEE AND STATE
 BJ2675'ROAD 417, IN FRACTIONAL SECTION 11, T 4 S, R 7 S, 1.2 MILES NORTH OF
 BJ2675'AN AERIAL PIPE LINE CROSSING, 0.1 MILE NORTHWEST OF THE JUNCTION OF 2
 BJ2675'LEVEES, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 BJ2675'NORTHWEST OF A 16-INCH HACKBERRY TREE WHICH IS IN A FENCE LINE, 1.0
 BJ2675'FOOT SOUTHEAST OF A BOARD FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS
 BJ2675'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 BJ2675'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4838 ***********************************************************************
 BJ4838  DESIGNATION -  COLE
 BJ4838  PID         -  BJ4838
 BJ4838  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4838  USGS QUAD   -  PORT HUDSON (1994)
 BJ4838
 BJ4838                         *CURRENT SURVEY CONTROL
 BJ4838  ___________________________________________________________________
 BJ4838* NAD 83(1992)-  30 44 35.45904(N)    091 16 05.74393(W)     ADJUSTED  
 BJ4838* NAVD 88     -        35.0    (meters)     115.     (feet)  VERTCON   
 BJ4838  ___________________________________________________________________
 BJ4838  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4838  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4838
 BJ4838  HORZ ORDER  -  SECOND
 BJ4838
 BJ4838.The horizontal coordinates were established by classical geodetic methods
 BJ4838.and adjusted by the National Geodetic Survey in January 1993..
 BJ4838
 BJ4838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4838
 BJ4838.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4838
 BJ4838.The geoid height was determined by GEOID03.
 BJ4838
 BJ4838;                    North         East     Units Scale Factor Converg.
 BJ4838;SPC LA S     -   248,652.695 1,006,231.221   MT  1.00000947   +0 01 57.1
 BJ4838;SPC LA S     -   815,788.05  3,301,276.93   sFT  1.00000947   +0 01 57.1
 BJ4838;UTM  15      - 3,402,421.636   665,775.721   MT  0.99993901   +0 53 07.6
 BJ4838
 BJ4838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4838!SPC LA S     -   0.99999879  x   1.00000947  =   1.00000826
 BJ4838!UTM  15      -   0.99999879  x   0.99993901  =   0.99993780
 BJ4838
 BJ4838|---------------------------------------------------------------------|
 BJ4838| PID    Reference Object                     Distance      Geod. Az  |
 BJ4838|                                                           dddmmss.s |
 BJ4838| BJ4837 ST FRANCISVILLE TRAN GAS CO MW      123.867 METERS 02833     |
 BJ4838| CW1232 COLE RM 1                            16.370 METERS 21747     |
 BJ4838| BJ4839 COLE LDH 1970 POINT A                15.621 METERS 27452     |
 BJ4838| CW1233 COLE RM 2                            12.811 METERS 33134     |
 BJ4838| BJ0454 COLE AZ MK                                         3550647.1 |
 BJ4838|---------------------------------------------------------------------|
 BJ4838
 BJ4838                          SUPERSEDED SURVEY CONTROL
 BJ4838
 BJ4838  NAD 83(1986)-  30 44 35.47445(N)    091 16 05.73867(W) AD(       ) 2
 BJ4838  NAD 27      -  30 44 34.81267(N)    091 16 05.34220(W) AD(       ) 2
 BJ4838  NGVD 29 (07/19/86)   35.0    (m)          115.     (f) VERT ANG       
 BJ4838
 BJ4838.Superseded values are not recommended for survey control.
 BJ4838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4838.See file dsdata.txt to determine how the superseded data were derived.
 BJ4838
 BJ4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6577602422(NAD 83)
 BJ4838_MARKER: DD = SURVEY DISK
 BJ4838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4838
 BJ4838  HISTORY     - Date     Condition        Report By
 BJ4838  HISTORY     - 1970     MONUMENTED       LADH
 BJ4838
 BJ4838                          STATION DESCRIPTION
 BJ4838
 BJ4838'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4838'THE STATION IS LOCATED 7 MILES SOUTHEAST OF ST. FRANCISVILLE AND 7
 BJ4838'MILES SOUTHWEST OF JACKSON, IN THE SOUTHEAST QUARTER OF SECTION 74,
 BJ4838'T3S-R2W AND ON PROPERTY OWNED BY THE TRANSCONTINENTAL GAS COMPANY.
 BJ4838'
 BJ4838'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY 64
 BJ4838'IN ZACHARY, DRIVE WEST ALONG STATE HIGHWAY 64 FOR 2 MILES TO THE
 BJ4838'INTERSECTION WITH STATE HIGHWAY 964, THEN NORTHWEST ALONG STATE
 BJ4838'HIGHWAY 964 FOR 9 MILES TO THE INTERSECTION WITH STATE HIGHWAY
 BJ4838'954, THEN DRIVE SOUTHWEST ALONG STATE HIGHWAY 954 FOR 0.2 MILE TO
 BJ4838'THE STATION WHICH IS SET ON THE LEFT AND EAST OF THE HIGHWAY
 BJ4838'NEAR A PIPELINE RIGHT OF WAY.
 BJ4838'
 BJ4838'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHWEST ALONG
 BJ4838'STATE HIGHWAY 954 FOR 0.2 MILE TO THE INTERSECTION WITH STATE
 BJ4838'HIGHWAY 964 AND THE MARK WHICH IS SET TO THE LEFT OF THE HIGHWAY
 BJ4838'NEAR A FENCE CORNER.
 BJ4838'
 BJ4838'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4838'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4838'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4838'COLE 1970.  IT IS 72 FEET EAST OF THE CENTER OF STATE HIGHWAY 954,
 BJ4838'67 FEET SOUTH-SOUTHEAST OF A HIGHWAY RIGHT OF WAY MARKER, 45
 BJ4838'FEET EAST-NORTHEAST OF THE EAST END OF A CULVERT, 13
 BJ4838'FEET NORTH OF A 10 INCH GUM TREE, 10 FEET EAST OF A 14 INCH GUM
 BJ4838'TREE, AND 3 FEET WEST OF A METAL WITNESS POST.
 BJ4838'
 BJ4838'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4838'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4838'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4838'COLE RM 1 1970.  IT IS 110 FEET SOUTH OF A HIGHWAY RIGHT OF WAY
 BJ4838'MARKER, 55 FEET SOUTHWEST OF A METAL WITNESS POST AT THE STATION, 48
 BJ4838'FEET SOUTH-SOUTHWEST OF A 14 INCH GUM TREE, 46 FEET EAST
 BJ4838'OF THE CENTER OF STATE HIGHWAY 954, 45 FEET SOUTHWEST OF A 10 INCH
 BJ4838'GUM TREE, AND 25 FEET SOUTHEAST OF THE EAST END OF A CULVERT.
 BJ4838'
 BJ4838'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4838'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4838'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4838'COLE RM 2 1970.  IT IS 60 FEET NORTH-NORTHEAST OF THE EAST END OF
 BJ4838'A CULVERT, 47 FEET EAST OF THE CENTER OF STATE HIGHWAY 954, 44 FEET
 BJ4838'NORTHWEST OF A METAL WITNESS POST AT THE STATION, 39 FEET
 BJ4838'NORTH-NORTHWEST OF A 14 INCH GUM TREE, AND 30 FEET SOUTH OF A
 BJ4838'HIGHWAY RIGHT OF WAY MARKER.
 BJ4838'
 BJ4838'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4838'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4838'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4838'COLE AZ MK 1970.  IT IS 55 FEET WEST OF THE CENTER OF STATE
 BJ4838'HIGHWAY 954, 54 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 964, 41
 BJ4838'FEET NORTH-NORTHWEST OF A FENCE CORNER, 28 FEET SOUTHEAST OF A FENCE
 BJ4838'CORNER, 23 FEET NORTHWEST OF A HIGHWAY RIGHT OF WAY MARKER, 2 FEET
 BJ4838'EAST-NORTHEAST OF A FENCE, AND 2 FEET NORTH-NORTHWEST OF A METAL
 BJ4838'WITNESS POST.
 BJ4838'
 BJ4838'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2668 ***********************************************************************
 CQ2668  DESIGNATION -  COLE
 CQ2668  PID         -  CQ2668
 CQ2668  STATE/COUNTY-  LA/OUACHITA
 CQ2668  USGS QUAD   -  MONROE NORTH (1994)
 CQ2668
 CQ2668                         *CURRENT SURVEY CONTROL
 CQ2668  ___________________________________________________________________
 CQ2668* NAD 83(1992)-  32 33 11.18632(N)    092 07 23.88349(W)     ADJUSTED  
 CQ2668* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 CQ2668  ___________________________________________________________________
 CQ2668  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CQ2668  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2668
 CQ2668  HORZ ORDER  -  FIRST
 CQ2668
 CQ2668.The horizontal coordinates were established by classical geodetic methods
 CQ2668.and adjusted by the National Geodetic Survey in January 1993..
 CQ2668
 CQ2668.The orthometric height was scaled from a topographic map.
 CQ2668
 CQ2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2668
 CQ2668.The geoid height was determined by GEOID03.
 CQ2668
 CQ2668;                    North         East     Units Scale Factor Converg.
 CQ2668;SPC LA N     -   227,705.112 1,035,379.217   MT  0.99997608   +0 11 57.0
 CQ2668;SPC LA N     -   747,062.52  3,396,906.65   sFT  0.99997608   +0 11 57.0
 CQ2668;UTM  15      - 3,602,085.006   582,309.307   MT  0.99968354   +0 28 18.3
 CQ2668
 CQ2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2668!SPC LA N     -   1.00000047  x   0.99997608  =   0.99997655
 CQ2668!UTM  15      -   1.00000047  x   0.99968354  =   0.99968401
 CQ2668
 CQ2668|---------------------------------------------------------------------|
 CQ2668| PID    Reference Object                     Distance      Geod. Az  |
 CQ2668|                                                           dddmmss.s |
 CQ2668| CQ2666 USE BENCH MARK 1952                   1.776 METERS 01321     |
 CQ2668| CY4100 COLE AZ MK                                         0832839.9 |
 CQ2668| CY4101 COLE RM 1                            51.176 METERS 12815     |
 CQ2668| CQ2667 RUDY USE 1931                         0.768 METERS 14326     |
 CQ2668| CQ2659 MONROE MUNICIPAL TANK               APPROX. 5.9 KM 1615843.7 |
 CQ2668| CQ2660 MONROE QUACHITA NAT BANK VANE       APPROX. 5.7 KM 1742458.1 |
 CQ2668| CQ2665 WEST MONROE MUNICIPAL TANK          APPROX. 5.6 KM 1804534.9 |
 CQ2668| CY4102 COLE RM 2                                          20517     |
 CQ2668| CQ2672 HENDRICKS                           APPROX. 8.2 KM 2580156.4 |
 CQ2668| CY4103 COLE RM 3                            34.519 METERS 28112     |
 CQ2668|---------------------------------------------------------------------|
 CQ2668
 CQ2668                          SUPERSEDED SURVEY CONTROL
 CQ2668
 CQ2668  NAD 83(1986)-  32 33 11.19938(N)    092 07 23.87585(W) AD(       ) 1
 CQ2668  NAD 27      -  32 33 10.68400(N)    092 07 23.39300(W) AD(       ) 1
 CQ2668
 CQ2668.Superseded values are not recommended for survey control.
 CQ2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2668.See file dsdata.txt to determine how the superseded data were derived.
 CQ2668
 CQ2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8230902085(NAD 83)
 CQ2668_MARKER: DS = TRIANGULATION STATION DISK
 CQ2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2668
 CQ2668  HISTORY     - Date     Condition        Report By
 CQ2668  HISTORY     - 1931     MONUMENTED       CGS
 CQ2668  HISTORY     - 1934     GOOD             LAGS
 CQ2668  HISTORY     - 1952     GOOD             CGS
 CQ2668
 CQ2668                          STATION DESCRIPTION
 CQ2668
 CQ2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2668'STATION IS ABOUT 4 MILES N OF DOWNTOWN MONROE, ON LEFT BANK
 CQ2668'OF OUACHITA RIVER NEAR WHERE BAYOU DE SAIRD FLOWS INTO THE
 CQ2668'RIVER, ABOUT 100 FEET S OF TOP BANK OF BAYOU, AND ABOUT
 CQ2668'50 METERS (164 FEET) E OF RIVER, ON PROPERTY OF THE COLE ESTATE,
 CQ2668'ON SUMMIT OF A LARGE (30-FOOT HIGH) INDIAN MOUND, ABOUT
 CQ2668'0.3 MILE N OF THE COLE PLANTATION HOUSE, AND 25 METERS (82 FEET)
 CQ2668'W OF OLD ROAD.
 CQ2668'
 CQ2668'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2668'DISKS SET IN CONCRETE.
 CQ2668'
 CQ2668'REFERENCE MARK NO. 1 IS 1 FOOT E OF A WIRE FENCE LINE ON
 CQ2668'EDGE OF PLOWED FIELD, 5 METERS (16 FEET) E OF CENTER LINE
 CQ2668'OF OLD ROAD, AND 33.52 METERS (110.0 FEET) FROM STATION
 CQ2668'S 51 DEG 46 MIN W.
 CQ2668'
 CQ2668'REFERENCE MARK NO. 2 IS 1 FOOT N OF A WIRE FENCE, 6 METERS
 CQ2668'(20 FEET) W OF AN IRON GATE AND ROAD, ABOUT 15 METERS (49 FEET)
 CQ2668'E OF RIVER, AND 33.52 METERS (108.98 FEET) FROM STATION
 CQ2668'S 334 DEG 43 MIN E.
 CQ2668'
 CQ2668'STATION RUDY (U.S.E.) IS 0.73 METER (2.41 FEET) FROM THE
 CQ2668'STATION S 35 DEG 40 MIN W.
 CQ2668
 CQ2668                          STATION RECOVERY (1934)
 CQ2668
 CQ2668'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 CQ2668'STATION RECOVERED AS DESCRIBED.
 CQ2668
 CQ2668                          STATION RECOVERY (1952)
 CQ2668
 CQ2668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2668'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 CQ2668'CONDITION.  REFERENCE MARK 2 COULD NOT BE FOUND.  A COMPLETE
 CQ2668'NEW DESCRIPTION FOLLOWS.
 CQ2668'
 CQ2668'THE STATION IS ABOUT 4 MILES NORTH OF DOWNTOWN MONROE, 100
 CQ2668'YARDS NORTH OF A LEVEE, ON THE EAST BANK OF THE QUACHITA
 CQ2668'RIVER NEAR WHERE BAYOU DE SAIRD FLOWES INTO THE RIVER, ON
 CQ2668'THE SUMMIT OF A LARGE (30-FOOT HIGH) INDIAN MOUND, AND ON
 CQ2668'THE PROPERTY OF THE COLE ESTATE.
 CQ2668'
 CQ2668'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CQ2668'AND U.S. HIGHWAY 165 IN THE NORTHEAST PART OF MONROE, GO
 CQ2668'NORTHERLY ON U.S. HIGHWAY 165 FOR 0.9 MILE TO A SIDE ROAD
 CQ2668'ON THE LEFT, TURN LEFT (WESTERLY) AND FOLLOW THE MAIN MACADAM
 CQ2668'ROAD FOR 1 MILE TO A CROSS ROAD, CONTINUE WESTERLY ON THE
 CQ2668'MACADAM ROAD (WHICH IS A LOOP ROAD) FOR 1 MILE TO A PAVED
 CQ2668'STREET ON THE RIGHT, TURN RIGHT, NORTH AND WESTERLY ON THE
 CQ2668'PAVED STREET WHICH BECOMES A GRAVELED ROAD FOR 0.5 MILE
 CQ2668'TO A SIDE ROAD ON THE RIGHT AT THE LEVEE, TURN RIGHT AND
 CQ2668'GO UP ON THE LEVEE, MAKE A SHARP TURN TO THE LEFT AND GO
 CQ2668'WEST ON THE TOP OF THE LEVEE FOR 0.05 MILE TO A CATTLE
 CQ2668'GUARD AND THE AZIMUTH MARK AS DESCRIBED BELOW, PASS THROUGH
 CQ2668'CATTLE GUARD AND KEEP RIGHT ROAD THAT GOES DOWN ON THE
 CQ2668'NORTH SIDE OF THE LEVEE AND FOLLOW THE MAIN TRACK ROAD
 CQ2668'FOR 0.15 MILE TO THE MOUND AND THE STATION.
 CQ2668'
 CQ2668'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ2668'COLE 1931.
 CQ2668'
 CQ2668'REFERENCE MARK 1 IS FLUSH WITH THE GROUND AND THE DISK IS
 CQ2668'STAMPED COLE NO 1 1931.
 CQ2668'
 CQ2668'REFERENCE MARK 3 IS 125 FEET SOUTHEAST OF THE SOUTHEAST
 CQ2668'CORNER OF A SHACK AND 30 FEET EAST OF A FENCE CORNER.  THE
 CQ2668'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED COLE NO 3
 CQ2668'1931.
 CQ2668'
 CQ2668'THE AZIMUTH MARK IS 88 FEET EAST OF THE CATTLE GUARD, 9
 CQ2668'FEET SOUTH OF THE CENTER OF THE LEVEE ROAD AND 3.5 FEET
 CQ2668'NORTH OF A WHITE 4 IN BY 4 IN WITNESS POST.  THE MARK PROJECTS
 CQ2668'2 INCHES AND THE DISK IS STAMPED COLE 1931.
 CQ2668'
 CQ2668'A MEASUREMENT WAS MADE TO A CORPS OF ENGINEERS U.S. ARMY
 CQ2668'SURVEY BENCH MARK.  IT IS A STANDARD DISK RIVETED ON A 3-INCH
 CQ2668'IRON PIPE.  THE PIPE PROJECTS 12 INCHES AND THE DISK IS
 CQ2668'STAMPED BF 1928 RUDY 108.
 CQ2668'
 CQ2668'A MEASUREMENT WAS MADE TO A U.S.E. BENCH MARK.  IT IS A
 CQ2668'4-INCH CAST IRON PIPE WITH A 6-INCH CAP BOLTED ON THE TOP.
 CQ2668'THE PIPE PROJECTS 10 INCHES WITH THE CAST LETTERS ON THE
 CQ2668'TOP U S E B M.
 CQ2668'
 CQ2668'HEIGHT OF LIGHT PLATE ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0454 ***********************************************************************
 BJ0454  DESIGNATION -  COLE AZ MK
 BJ0454  PID         -  BJ0454
 BJ0454  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0454  USGS QUAD   -  PORT HUDSON (1994)
 BJ0454
 BJ0454                         *CURRENT SURVEY CONTROL
 BJ0454  ___________________________________________________________________
 BJ0454* NAD 83(1986)-  30 44 44.     (N)    091 16 06.     (W)     SCALED    
 BJ0454* NAVD 88     -        35.196  (meters)     115.47   (feet)  ADJUSTED  
 BJ0454  ___________________________________________________________________
 BJ0454  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0454  DYNAMIC HT  -          35.150 (meters)     115.32  (feet)  COMP
 BJ0454  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BJ0454
 BJ0454  VERT ORDER  -  FIRST     CLASS I
 BJ0454
 BJ0454.The horizontal coordinates were scaled from a topographic map and have
 BJ0454.an estimated accuracy of +/- 6 seconds.
 BJ0454
 BJ0454.The orthometric height was determined by differential leveling
 BJ0454.and adjusted by the National Geodetic Survey in February 1994..
 BJ0454
 BJ0454.The geoid height was determined by GEOID03.
 BJ0454
 BJ0454.The dynamic height is computed by dividing the NAVD 88
 BJ0454.geopotential number by the normal gravity value computed on the
 BJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0454.degrees latitude (g = 980.6199 gals.).
 BJ0454
 BJ0454.The modeled gravity was interpolated from observed gravity values.
 BJ0454
 BJ0454;                    North         East    Units  Estimated Accuracy
 BJ0454;SPC LA S     -   248,920.    1,006,220.      MT  (+/- 180 meters Scaled)
 BJ0454
 BJ0454                          SUPERSEDED SURVEY CONTROL
 BJ0454
 BJ0454  NGVD 29 (??/??/??)   35.182  (m)          115.43   (f) ADJUSTED    1 1
 BJ0454
 BJ0454.Superseded values are not recommended for survey control.
 BJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0454.See file dsdata.txt to determine how the superseded data were derived.
 BJ0454
 BJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ657026(NAD 83)
 BJ0454_MARKER: DZ = AZIMUTH MARK DISK
 BJ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0454_SP_SET: CONCRETE POST
 BJ0454_STAMPING: COLE AZ MK 1970
 BJ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0454+STABILITY: SURFACE MOTION
 BJ0454
 BJ0454  HISTORY     - Date     Condition        Report By
 BJ0454  HISTORY     - 1970     MONUMENTED       LADH
 BJ0454  HISTORY     - 1976     GOOD             NGS
 BJ0454
 BJ0454                          STATION DESCRIPTION
 BJ0454
 BJ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0454'8.3 MI WEST FROM SLAUGHTER.
 BJ0454'5.05 MILES WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0454'SLAUGHTER, THENCE 3.25 MILES WEST ALONG STATE HIGHWAY 964, AT THE
 BJ0454'JUNCTION OF STATE HIGHWAY 954, 56 FT WEST OF THE CENTER LINE OF
 BJ0454'STATE HIGHWAY 954, 53 FT SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 BJ0454'964, 31.5 FT SOUTHWEST OF THE CENTER OF THE WEST END OF A 24-INCH
 BJ0454'CONCRETE PIPE CULVERT, 2.0 FT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1079 ***********************************************************************
 CP1079  DESIGNATION -  COLEMAN BAYOU BOLT
 CP1079  PID         -  CP1079
 CP1079  STATE/COUNTY-  LA/WEST CARROLL
 CP1079  USGS QUAD   -  KILBOURNE (1988)
 CP1079
 CP1079                         *CURRENT SURVEY CONTROL
 CP1079  ___________________________________________________________________
 CP1079* NAD 83(1986)-  32 55 01.     (N)    091 21 22.     (W)     SCALED    
 CP1079* NAVD 88     -        32.16   (+/-2cm)     105.5    (feet)  VERTCON   
 CP1079  ___________________________________________________________________
 CP1079  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1079
 CP1079  VERT ORDER  -  ? (See Below)
 CP1079
 CP1079.The horizontal coordinates were scaled from a topographic map and have
 CP1079.an estimated accuracy of +/- 6 seconds.
 CP1079
 CP1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1079.The vertical order pertains to the NGVD 29 superseded value.
 CP1079
 CP1079.The geoid height was determined by GEOID03.
 CP1079
 CP1079;                    North         East    Units  Estimated Accuracy
 CP1079;SPC LA N     -   268,560.    1,107,010.      MT  (+/- 180 meters Scaled)
 CP1079
 CP1079                          SUPERSEDED SURVEY CONTROL
 CP1079
 CP1079  NGVD 29 (??/??/92)   32.237  (m)          105.76   (f) ADJ UNCH    ?  
 CP1079
 CP1079.Superseded values are not recommended for survey control.
 CP1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1079.See file dsdata.txt to determine how the superseded data were derived.
 CP1079
 CP1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS537432(NAD 83)
 CP1079_MARKER: B = BOLT
 CP1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1079_SP_SET: STONE
 CP1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1079+STABILITY: SURFACE MOTION
 CP1079
 CP1079  HISTORY     - Date     Condition        Report By
 CP1079  HISTORY     - UNK      MONUMENTED       DOD
 CP1079  HISTORY     - 1934     GOOD             DOD
 CP1079  HISTORY     - 1935     GOOD             NGS
 CP1079
 CP1079                          STATION DESCRIPTION
 CP1079
 CP1079'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1079'4.2 MI N FROM OAK GROVE.
 CP1079'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 4.2 MILES NORTH OF OAK
 CP1079'GROVE, WEST CARROLL PARISH, LA. SEC. 4 T22N, R11E, 0.2 MILE NORTH OF
 CP1079'BRIDGE OVER COLEMAN BAYOU.  50 FEET EAST OF POINT ON CENTERLINE OF MO.
 CP1079'PAC. R.R. WHICH IS 158 FEET SOUTH OF TEL. POLE.  50 FEET EAST OF POINT
 CP1079'ON CENTERLINE OF MO. PAC. R.R. WHICH IS 250 FEET NORTH
 CP1079'OF-TERRY-ONE-MILE BOARD.  53 FEET WEST OF CENTERLINE OF HIGHWAY 16 AND
 CP1079'12.7 FEET NORTH OF TELEPHONE POLE.
 CP1079
 CP1079                          STATION RECOVERY (1935)
 CP1079
 CP1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1078 ***********************************************************************
 CP1078  DESIGNATION -  COLEMAN BAYOU CAP
 CP1078  PID         -  CP1078
 CP1078  STATE/COUNTY-  LA/WEST CARROLL
 CP1078  USGS QUAD   -  KILBOURNE (1988)
 CP1078
 CP1078                         *CURRENT SURVEY CONTROL
 CP1078  ___________________________________________________________________
 CP1078* NAD 83(1986)-  32 55 01.     (N)    091 21 22.     (W)     SCALED    
 CP1078* NAVD 88     -        33.400  (meters)     109.58   (feet)  ADJUSTED  
 CP1078  ___________________________________________________________________
 CP1078  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1078  DYNAMIC HT  -          33.363 (meters)     109.46  (feet)  COMP
 CP1078  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 CP1078
 CP1078  VERT ORDER  -  SECOND    CLASS 0
 CP1078
 CP1078.The horizontal coordinates were scaled from a topographic map and have
 CP1078.an estimated accuracy of +/- 6 seconds.
 CP1078
 CP1078.The orthometric height was determined by differential leveling
 CP1078.and adjusted by the National Geodetic Survey in June 1991..
 CP1078
 CP1078.The geoid height was determined by GEOID03.
 CP1078
 CP1078.The dynamic height is computed by dividing the NAVD 88
 CP1078.geopotential number by the normal gravity value computed on the
 CP1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1078.degrees latitude (g = 980.6199 gals.).
 CP1078
 CP1078.The modeled gravity was interpolated from observed gravity values.
 CP1078
 CP1078;                    North         East    Units  Estimated Accuracy
 CP1078;SPC LA N     -   268,560.    1,107,010.      MT  (+/- 180 meters Scaled)
 CP1078
 CP1078                          SUPERSEDED SURVEY CONTROL
 CP1078
 CP1078  NGVD 29 (??/??/92)   33.473  (m)          109.82   (f) ADJ UNCH    2 0
 CP1078
 CP1078.Superseded values are not recommended for survey control.
 CP1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1078.See file dsdata.txt to determine how the superseded data were derived.
 CP1078
 CP1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS537432(NAD 83)
 CP1078_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1078
 CP1078  HISTORY     - Date     Condition        Report By
 CP1078  HISTORY     - UNK      MONUMENTED       DOD
 CP1078  HISTORY     - 1934     GOOD             DOD
 CP1078
 CP1078                          STATION DESCRIPTION
 CP1078
 CP1078'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1078'4.2 MI N FROM OAK GROVE.
 CP1078'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 4.2 MILES NORTH OF OAK
 CP1078'GROVE, WEST CARROLL PARISH, LA., SEC. 4 T22N, R11E, 0.2 MILE NORTH OF
 CP1078'BRIDGE OVER COLEMAN BAYOU.  50 FEET EAST OF POINT ON CENTERLINE OF MO.
 CP1078'PAC. R.R. WHICH IS 158 FEET SOUTH OF TEL. POLE.  50 FEET EAST OF POINT
 CP1078'ON CENTERLINE OF MO. PAC. R.R. WHICH IS 250 FEET NORTH OF
 CP1078'TERRY-ONE-MILE BOARD.  53 FEET WEST OF CENTERLINE OF HIGHWAY 16 AND
 CP1078'12.7 FEET NORTH OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2481 ***********************************************************************
 CP2481  DESIGNATION -  COLEWA
 CP2481  PID         -  CP2481
 CP2481  STATE/COUNTY-  LA/WEST CARROLL
 CP2481  USGS QUAD   -  BEAR SKIN (1986)
 CP2481
 CP2481                         *CURRENT SURVEY CONTROL
 CP2481  ___________________________________________________________________
 CP2481* NAD 83(1992)-  32 40 50.16758(N)    091 32 14.83814(W)     ADJUSTED  
 CP2481* NAVD 88     -        31.829  (meters)     104.43   (feet)  ADJUSTED  
 CP2481  ___________________________________________________________________
 CP2481  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CP2481  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2481  DYNAMIC HT  -          31.794 (meters)     104.31  (feet)  COMP
 CP2481  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 CP2481
 CP2481  HORZ ORDER  -  SECOND
 CP2481  VERT ORDER  -  SECOND    CLASS I
 CP2481
 CP2481.The horizontal coordinates were established by classical geodetic methods
 CP2481.and adjusted by the National Geodetic Survey in January 1993..
 CP2481
 CP2481.The orthometric height was determined by differential leveling
 CP2481.and adjusted by the National Geodetic Survey in June 1991..
 CP2481
 CP2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2481
 CP2481.The geoid height was determined by GEOID03.
 CP2481
 CP2481.The dynamic height is computed by dividing the NAVD 88
 CP2481.geopotential number by the normal gravity value computed on the
 CP2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2481.degrees latitude (g = 980.6199 gals.).
 CP2481
 CP2481.The modeled gravity was interpolated from observed gravity values.
 CP2481
 CP2481;                    North         East     Units Scale Factor Converg.
 CP2481;SPC LA N     -   242,183.255 1,090,274.729   MT  1.00000321   +0 30 32.0
 CP2481;SPC LA N     -   794,562.90  3,577,009.67   sFT  1.00000321   +0 30 32.0
 CP2481;UTM  15      - 3,616,824.466   637,121.255   MT  0.99983185   +0 47 23.4
 CP2481
 CP2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2481!SPC LA N     -   0.99999909  x   1.00000321  =   1.00000230
 CP2481!UTM  15      -   0.99999909  x   0.99983185  =   0.99983094
 CP2481
 CP2481|---------------------------------------------------------------------|
 CP2481| PID    Reference Object                     Distance      Geod. Az  |
 CP2481|                                                           dddmmss.s |
 CP2481| CP2480 COLEWA RM 1                          34.144 METERS 12151     |
 CP2481| CP3118 EPPS TRUNK GAS STA KKE 832          APPROX. 7.6 KM 2070949.6 |
 CP2481| CP3126 EPPS TEX PIPE STA KKL 70            APPROX.10.3 KM 2342607.4 |
 CP2481| CP2483 COLEWA AZ MK                                       2795510.1 |
 CP2481| CP2482 COLEWA RM 2                          45.598 METERS 34557     |
 CP2481|---------------------------------------------------------------------|
 CP2481
 CP2481                          SUPERSEDED SURVEY CONTROL
 CP2481
 CP2481  NAD 83(1986)-  32 40 50.17968(N)    091 32 14.83057(W) AD(       ) 2
 CP2481  NAD 27      -  32 40 49.69160(N)    091 32 14.40081(W) AD(       ) 2
 CP2481  NGVD 29 (07/19/86)   32.0    (m)          105.     (f) VERT ANG       
 CP2481
 CP2481.Superseded values are not recommended for survey control.
 CP2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2481.See file dsdata.txt to determine how the superseded data were derived.
 CP2481
 CP2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3712116824(NAD 83)
 CP2481_MARKER: DS = TRIANGULATION STATION DISK
 CP2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2481_SP_SET: CONCRETE POST
 CP2481_STAMPING: COLEWA 1970
 CP2481_MARK LOGO: NGS   
 CP2481_PROJECTION: FLUSH
 CP2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2481+STABILITY: SURFACE MOTION
 CP2481
 CP2481  HISTORY     - Date     Condition        Report By
 CP2481  HISTORY     - 1970     MONUMENTED       NGS
 CP2481  HISTORY     - 1985     GOOD             LADTD
 CP2481
 CP2481                          STATION DESCRIPTION
 CP2481
 CP2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2481'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF GOODWILL, 6
 CP2481'MILES NORTHWEST OF EPPS, 5 MILES WEST OF DARNELL, IN THE NW
 CP2481'1/4 SECTION 34, T2ON, R9E, AND ON LAND OWNED BY MR. CLYDE
 CP2481'CHURCHWELL, POINEER, LOUISIANA, TELEPHONE NUMBER 926-5130.
 CP2481'
 CP2481'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17
 CP2481'AND STATE HIGHWAY 577 IN DARNELL, GO WEST ON STATE HIGHWAY
 CP2481'577 FOR 4.5 MILES TO A CROSSROAD AND A SMALL STORE ON THE LEFT,
 CP2481'CONTINUE WEST ON STATE HIGHWAY 577 FOR 0.5 MILE TO A DRIVEWAY
 CP2481'ON THE LEFT.  TURN LEFT AND GO SOUTH, PASSING THROUGH A METAL
 CP2481'GATE, FOR 0.05 MILE AND THE STATION LOCATED ON A SMALL HILL.
 CP2481'
 CP2481'STATION MARKS ARE STANDARD DISKS STAMPED COLEWA 1970.  THE
 CP2481'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2481'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 80
 CP2481'FEET SOUTH-SOUTHWEST OF A POWERLINE POLE WITH METERS, 44 FEET
 CP2481'EAST OF A NORTH-SOUTH FENCELINE AND 37 FEET NORTH-NORTHEAST
 CP2481'OF A METAL WITNESS POST AND EAST-WEST FENCELINE.  THE
 CP2481'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2481'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 CP2481'
 CP2481'REFERENCE MARK 1, A STANDARD DISK STAMPED COLEWA NO 1 1970,
 CP2481'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2481'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET
 CP2481'WEST-SOUTHWEST OF A 40-INCH OAK TREE AND 0.6 FEET NORTH OF THE
 CP2481'EAST-WEST FENCELINE.
 CP2481'
 CP2481'REFERENCE MARK 2, A STANDARD DISK STAMPED COLEWA NO 2 1970,
 CP2481'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2481'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET SOUTHWEST
 CP2481'OF A 40-INCH OAK TREE AND 1 FOOT EAST OF THE NORTH-SOUTH
 CP2481'FENCELINE.
 CP2481'
 CP2481'THE AZIMUTH MARK, A STANDARD DISK STAMPED COLEWA 1970, IS SET
 CP2481'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2481'IS FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET WEST OF A
 CP2481'DRIVEWAY, 25 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 CP2481'577 AND 1.1 FEET SOUTH OF A WHITE BOARD FENCE.
 CP2481'
 CP2481'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY LEADING TO THE
 CP2481'STATION, GO WEST ON STATE HIGHWAY 577 FOR 0.45 MILE TO THE
 CP2481'AZIMUTH MARK ON THE RIGHT.
 CP2481'
 CP2481'NO MEASUREMENT BETWEEN THE RMS DUE TO HILL AND WATER PUMP
 CP2481'HOUSE ON LINE.
 CP2481'
 CP2481'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 CP2481
 CP2481                          STATION RECOVERY (1985)
 CP2481
 CP2481'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP2481'34.8 KM (21.6 MI) NW FROM DELHI.
 CP2481'ABOUT 26.6 KM (16.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2481'OFFICE IN DELHI TO THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE
 CP2481'SMALL COMMUNITY OF DARNELL, THENCE WEST (LEFT) ON STATE HIGHWAY 577
 CP2481'FOR 8.25 KM (5.1 MI) TO A DIRT FIELD ROAD ON THE LEFT JUST PASSED A
 CP2481'BRIDGE ON STATE HIGHWAY 577.  THE STATION MARK IS SET DOWN THE DIRT
 CP2481'FIELD ROAD ON TOP OF A HILL, 24.4 METERS (80 FEET) SOUTH-SOUTHEAST OF
 CP2481'A POWER POLE WITH A METER.
 CP2481'THE MARK IS 11.3 METERS  NNE FROM A WITNESS POST.
 CP2481'THE MARK IS 4.57 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2483 ***********************************************************************
 CP2483  DESIGNATION -  COLEWA AZ MK
 CP2483  PID         -  CP2483
 CP2483  STATE/COUNTY-  LA/WEST CARROLL
 CP2483  USGS QUAD   -  BEAR SKIN (1986)
 CP2483
 CP2483                         *CURRENT SURVEY CONTROL
 CP2483  ___________________________________________________________________
 CP2483* NAD 83(1986)-  32 40 56.     (N)    091 32 45.     (W)     SCALED    
 CP2483* NAVD 88     -        28.583  (meters)      93.78   (feet)  ADJUSTED  
 CP2483  ___________________________________________________________________
 CP2483  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2483  DYNAMIC HT  -          28.552 (meters)      93.67  (feet)  COMP
 CP2483  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 CP2483
 CP2483  VERT ORDER  -  SECOND    CLASS I
 CP2483
 CP2483.The horizontal coordinates were scaled from a topographic map and have
 CP2483.an estimated accuracy of +/- 6 seconds.
 CP2483
 CP2483.The orthometric height was determined by differential leveling
 CP2483.and adjusted by the National Geodetic Survey in June 1991..
 CP2483
 CP2483.The geoid height was determined by GEOID03.
 CP2483
 CP2483.The dynamic height is computed by dividing the NAVD 88
 CP2483.geopotential number by the normal gravity value computed on the
 CP2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2483.degrees latitude (g = 980.6199 gals.).
 CP2483
 CP2483.The modeled gravity was interpolated from observed gravity values.
 CP2483
 CP2483;                    North         East    Units  Estimated Accuracy
 CP2483;SPC LA N     -   242,360.    1,089,490.      MT  (+/- 180 meters Scaled)
 CP2483
 CP2483                          SUPERSEDED SURVEY CONTROL
 CP2483
 CP2483.No superseded survey control is available for this station.
 CP2483
 CP2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS363169(NAD 83)
 CP2483_MARKER: DZ = AZIMUTH MARK DISK
 CP2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2483_SP_SET: CONCRETE POST
 CP2483_STAMPING: COLEWA 1970
 CP2483_MARK LOGO: NGS   
 CP2483_PROJECTION: FLUSH
 CP2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2483+STABILITY: SURFACE MOTION
 CP2483
 CP2483  HISTORY     - Date     Condition        Report By
 CP2483  HISTORY     - 1970     MONUMENTED       NGS
 CP2483  HISTORY     - 1985     GOOD             LADTD
 CP2483
 CP2483                          STATION DESCRIPTION
 CP2483
 CP2483'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2483'35.7 KM (22.2 MI) NW FROM DELHI.
 CP2483'ABOUT 26.6 KM (16.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2483'OFFICE IN DELHI TO THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE
 CP2483'SMALL COMMUNITY OF DARNELL, THENCE WEST (LEFT) ON STATE HIGHWAY 577
 CP2483'FOR 9.09 KM (5.65 MI) TO THE AZIMUTH MARK ON THE RIGHT SET NEAR A
 CP2483'RIGHT-OF-WAY MARKER AND IN FRONT OF A RED BRICK HOUSE, 20.1 METERS
 CP2483'(66 FEET) WEST OF A DRIVEWAY, 9.45 METERS (31 FEET) EAST-SOUTHEAST OF
 CP2483'A 40-INCH OAK TREE AND 7.6 METERS (25 FEET) NORTH OF THE CENTERLINE
 CP2483'OF STATE HIGHWAY 577.
 CP2483'THE MARK IS 3.96 METERS  ESE FROM  A RIGHT-OF-WAY MARKER
 CP2483'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2480 ***********************************************************************
 CP2480  DESIGNATION -  COLEWA RM 1
 CP2480  PID         -  CP2480
 CP2480  STATE/COUNTY-  LA/WEST CARROLL
 CP2480  USGS QUAD   -  BEAR SKIN (1986)
 CP2480
 CP2480                         *CURRENT SURVEY CONTROL
 CP2480  ___________________________________________________________________
 CP2480* NAD 83(1986)-  32 40 49.     (N)    091 32 14.     (W)     SCALED    
 CP2480* NAVD 88     -        29.224  (meters)      95.88   (feet)  ADJUSTED  
 CP2480  ___________________________________________________________________
 CP2480  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2480  DYNAMIC HT  -          29.192 (meters)      95.77  (feet)  COMP
 CP2480  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CP2480
 CP2480  VERT ORDER  -  SECOND    CLASS I
 CP2480
 CP2480.The horizontal coordinates were scaled from a topographic map and have
 CP2480.an estimated accuracy of +/- 6 seconds.
 CP2480
 CP2480.The orthometric height was determined by differential leveling
 CP2480.and adjusted by the National Geodetic Survey in June 1991..
 CP2480
 CP2480.The geoid height was determined by GEOID03.
 CP2480
 CP2480.The dynamic height is computed by dividing the NAVD 88
 CP2480.geopotential number by the normal gravity value computed on the
 CP2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2480.degrees latitude (g = 980.6199 gals.).
 CP2480
 CP2480.The modeled gravity was interpolated from observed gravity values.
 CP2480
 CP2480;                    North         East    Units  Estimated Accuracy
 CP2480;SPC LA N     -   242,150.    1,090,300.      MT  (+/- 180 meters Scaled)
 CP2480
 CP2480                          SUPERSEDED SURVEY CONTROL
 CP2480
 CP2480.No superseded survey control is available for this station.
 CP2480
 CP2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS371167(NAD 83)
 CP2480_MARKER: DR = REFERENCE MARK DISK
 CP2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2480_SP_SET: CONCRETE POST
 CP2480_STAMPING: COLEWA NO 1 1970
 CP2480_MARK LOGO: NGS   
 CP2480_PROJECTION: FLUSH
 CP2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2480+STABILITY: SURFACE MOTION
 CP2480
 CP2480  HISTORY     - Date     Condition        Report By
 CP2480  HISTORY     - 1970     MONUMENTED       NGS
 CP2480  HISTORY     - 1985     GOOD             LADTD
 CP2480
 CP2480                          STATION DESCRIPTION
 CP2480
 CP2480'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2480'34.8 KM (21.6 MI) NW FROM DELHI.
 CP2480'ABOUT 26.6 KM (16.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2480'OFFICE IN DELHI TO THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE
 CP2480'SMALL COMMUNITY OF DARNELL, THENCE WEST (LEFT) ON STATE HIGHWAY 577
 CP2480'FOR 8.25 KM (5.1 MI) TO A DIRT FIELD ROAD ON THE LEFT JUST PASSED A
 CP2480'BRIDGE ON STATE HIGHWAY 577.  THE REFERENCE MARK IS SET ON THE SIDE
 CP2480'OF A HILL NEAR THE FIELD ROAD, 9.5 METERS (31 FEET) WEST-SOUTHWEST OF
 CP2480'A 40-INCH OAK TREE AND 4.4 METERS (14.5 FEET) WEST OF A 16 INCH CHINA
 CP2480'BERRY TREE.
 CP2480'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 CP2480'THE MARK IS 1.52 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2482 ***********************************************************************
 CP2482  DESIGNATION -  COLEWA RM 2
 CP2482  PID         -  CP2482
 CP2482  STATE/COUNTY-  LA/WEST CARROLL
 CP2482  USGS QUAD   -  BEAR SKIN (1986)
 CP2482
 CP2482                         *CURRENT SURVEY CONTROL
 CP2482  ___________________________________________________________________
 CP2482* NAD 83(1986)-  32 40 49.     (N)    091 32 14.     (W)     SCALED    
 CP2482* NAVD 88     -        28.368  (meters)      93.07   (feet)  ADJUSTED  
 CP2482  ___________________________________________________________________
 CP2482  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2482  DYNAMIC HT  -          28.337 (meters)      92.97  (feet)  COMP
 CP2482  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CP2482
 CP2482  VERT ORDER  -  SECOND    CLASS I
 CP2482
 CP2482.The horizontal coordinates were scaled from a topographic map and have
 CP2482.an estimated accuracy of +/- 6 seconds.
 CP2482
 CP2482.The orthometric height was determined by differential leveling
 CP2482.and adjusted by the National Geodetic Survey in June 1991..
 CP2482
 CP2482.The geoid height was determined by GEOID03.
 CP2482
 CP2482.The dynamic height is computed by dividing the NAVD 88
 CP2482.geopotential number by the normal gravity value computed on the
 CP2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2482.degrees latitude (g = 980.6199 gals.).
 CP2482
 CP2482.The modeled gravity was interpolated from observed gravity values.
 CP2482
 CP2482;                    North         East    Units  Estimated Accuracy
 CP2482;SPC LA N     -   242,150.    1,090,300.      MT  (+/- 180 meters Scaled)
 CP2482
 CP2482                          SUPERSEDED SURVEY CONTROL
 CP2482
 CP2482.No superseded survey control is available for this station.
 CP2482
 CP2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS371167(NAD 83)
 CP2482_MARKER: DR = REFERENCE MARK DISK
 CP2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2482_SP_SET: CONCRETE POST
 CP2482_STAMPING: COLEWA NO 2 1970
 CP2482_MARK LOGO: NGS   
 CP2482_PROJECTION: FLUSH
 CP2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2482+STABILITY: SURFACE MOTION
 CP2482
 CP2482  HISTORY     - Date     Condition        Report By
 CP2482  HISTORY     - 1970     MONUMENTED       NGS
 CP2482  HISTORY     - 1985     GOOD             LADTD
 CP2482
 CP2482                          STATION DESCRIPTION
 CP2482
 CP2482'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2482'34.8 KM (21.6 MI) NW FROM DELHI.
 CP2482'ABOUT 26.6 KM (16.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2482'OFFICE IN DELHI TO THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE
 CP2482'SMALL COMMUNITY OF DARNELL, THENCE WEST (LEFT) ON STATE HIGHWAY 577
 CP2482'FOR 8.25 KM (5.1 MI) TO A DIRT FIELD ROAD ON THE LEFT JUST PASSED A
 CP2482'BRIDGE ON STATE HIGHWAY 577.  THE REFERENCE MARK IS SET ON THE BACK
 CP2482'SIDE OF A HILL DOWN THE FIELD ROAD, 35.7 METERS (117 FEET) NORTHWEST
 CP2482'OF A METER LOOP POLE AND 7.6 METERS (25 FEET) SOUTHWEST OF A 40 INCH
 CP2482'OAK TREE.
 CP2482'THE MARK IS 0.31 METERS  SSE FROM A WITNESS POST.
 CP2482'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2758 ***********************************************************************
 BX2758  DESIGNATION -  COLFAX
 BX2758  PID         -  BX2758
 BX2758  STATE/COUNTY-  LA/GRANT
 BX2758  USGS QUAD   -  COLFAX (1985)
 BX2758
 BX2758                         *CURRENT SURVEY CONTROL
 BX2758  ___________________________________________________________________
 BX2758* NAD 83(1992)-  31 31 13.82632(N)    092 39 32.31968(W)     ADJUSTED  
 BX2758* NAVD 88     -        50.6    (meters)     166.     (feet)  VERTCON   
 BX2758  ___________________________________________________________________
 BX2758  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BX2758  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX2758
 BX2758  HORZ ORDER  -  FIRST
 BX2758
 BX2758.The horizontal coordinates were established by classical geodetic methods
 BX2758.and adjusted by the National Geodetic Survey in January 1993..
 BX2758
 BX2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2758
 BX2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2758
 BX2758.The geoid height was determined by GEOID03.
 BX2758
 BX2758;                    North         East     Units Scale Factor Converg.
 BX2758;SPC LA N     -   113,160.271   984,900.980   MT  0.99993862   -0 05 02.6
 BX2758;SPC LA N     -   371,259.99  3,231,295.97   sFT  0.99993862   -0 05 02.6
 BX2758;UTM  15      - 3,487,339.928   532,377.969   MT  0.99961293   +0 10 41.8
 BX2758
 BX2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2758!SPC LA N     -   0.99999614  x   0.99993862  =   0.99993476
 BX2758!UTM  15      -   0.99999614  x   0.99961293  =   0.99960907
 BX2758
 BX2758:                Primary Azimuth Mark                     Grid Az
 BX2758:SPC LA N     -  COLFAX AZ MK                             122 17 02.5
 BX2758:UTM  15      -  COLFAX AZ MK                             122 01 18.1
 BX2758
 BX2758|---------------------------------------------------------------------|
 BX2758| PID    Reference Object                     Distance      Geod. Az  |
 BX2758|                                                           dddmmss.s |
 BX2758| CY4109 COLFAX AZ MK                                       1221159.9 |
 BX2758| CY4110 COLFAX RM 1                          27.754 METERS 19857     |
 BX2758| BX2757 COLFAX MUNICIPAL TANK               APPROX. 4.6 KM 2663710.6 |
 BX2758| CY4111 COLFAX RM 2                          30.970 METERS 30505     |
 BX2758|---------------------------------------------------------------------|
 BX2758
 BX2758                          SUPERSEDED SURVEY CONTROL
 BX2758
 BX2758  NAD 83(1986)-  31 31 13.84673(N)    092 39 32.31345(W) AD(       ) 1
 BX2758  NAD 27      -  31 31 13.21669(N)    092 39 31.78082(W) AD(       ) 1
 BX2758  NGVD 29 (07/19/86)   50.6    (m)          166.     (f) VERT ANG       
 BX2758
 BX2758.Superseded values are not recommended for survey control.
 BX2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2758.See file dsdata.txt to determine how the superseded data were derived.
 BX2758
 BX2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3237887340(NAD 83)
 BX2758_MARKER: DS = TRIANGULATION STATION DISK
 BX2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2758
 BX2758  HISTORY     - Date     Condition        Report By
 BX2758  HISTORY     - 1969     MONUMENTED       CGS
 BX2758
 BX2758                          STATION DESCRIPTION
 BX2758
 BX2758'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2758'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF DRY PRONG,
 BX2758'3 MILES EAST OF COLFAX AND 0.1 MILE SOUTHEAST OF THE JUNCTION OF
 BX2758'U.S. HIGHWAY 71 AND STATE HIGHWAY 8, NEAR THE EAST POINT OF A
 BX2758'TRIANGULAR SHAPED PLOT OF LAND OWNED BY THE STATE HIGHWAY
 BX2758'DEPARTMENT.
 BX2758'
 BX2758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 BX2758'HIGHWAY 8, ABOUT 3.0 MILES EAST OF COLFAX, GO SOUTHEAST ON HIGHWAY
 BX2758'71 FOR 0.1 MILE TO THE STATION ON THE RIGHT ON A SMALL HILL.
 BX2758'
 BX2758'THE STATION MARK IS A STANDARD DISK STAMPED COLFAX 1968, SET IN
 BX2758'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2758'WITH THE SURFACE OF THE GROUND.  IT IS 87 FEET SOUTH-SOUTHWEST
 BX2758'OF THE CENTER OF HIGHWAY 71, 71 FEET NORTHWEST OF A POWER POLE
 BX2758'AND 39.5 FEET NORTHEAST OF A 12-INCH OAK TREE WITH A TRIANGULAR
 BX2758'BLAZE ON THE EAST SIDE.
 BX2758'
 BX2758'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COLFAX NO 1 1968,
 BX2758'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2758'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 84.5
 BX2758'FEET SOUTHWEST OF THE POWER POLE AND 19 FEET SOUTH OF THE CENTER
 BX2758'OF A TRACK ROAD.
 BX2758'
 BX2758'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COLFAX NO 2 1968,
 BX2758'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BX2758'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 95 FEET
 BX2758'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 71, 83.5 FEET NORTHWEST OF
 BX2758'THE 12-INCH OAK TREE AND ABOUT 2.5 FEET LOWER IN ELEVATION
 BX2758'THAN THE STATION.
 BX2758'
 BX2758'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLFAX 1968, SET IN THE
 BX2758'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BX2758'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 75 FEET
 BX2758'NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 71, 10.5 FEET
 BX2758'WEST-NORTHWEST OF A 30-INCH PINE TREE AND 3.5 FEET WEST-NORTHWEST
 BX2758'OF A METAL WITNESS POST.
 BX2758'
 BX2758'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON
 BX2758'HIGHWAY 71 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BX2758'
 BX2758'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1398 ***********************************************************************
 BX1398  DESIGNATION -  COLFAX 1 BOLT
 BX1398  PID         -  BX1398
 BX1398  STATE/COUNTY-  LA/GRANT
 BX1398  USGS QUAD   -  COLFAX (1985)
 BX1398
 BX1398                         *CURRENT SURVEY CONTROL
 BX1398  ___________________________________________________________________
 BX1398* NAD 83(1986)-  31 30 17.     (N)    092 41 37.     (W)     SCALED    
 BX1398* NAVD 88     -        28.573  (meters)      93.74   (feet)  ADJUSTED  
 BX1398  ___________________________________________________________________
 BX1398  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1398  DYNAMIC HT  -          28.539 (meters)      93.63  (feet)  COMP
 BX1398  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 BX1398
 BX1398  VERT ORDER  -  FIRST     CLASS I
 BX1398
 BX1398.The horizontal coordinates were scaled from a topographic map and have
 BX1398.an estimated accuracy of +/- 6 seconds.
 BX1398
 BX1398.The orthometric height was determined by differential leveling
 BX1398.and adjusted by the National Geodetic Survey in February 1994..
 BX1398
 BX1398.The geoid height was determined by GEOID03.
 BX1398
 BX1398.The dynamic height is computed by dividing the NAVD 88
 BX1398.geopotential number by the normal gravity value computed on the
 BX1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1398.degrees latitude (g = 980.6199 gals.).
 BX1398
 BX1398.The modeled gravity was interpolated from observed gravity values.
 BX1398
 BX1398;                    North         East    Units  Estimated Accuracy
 BX1398;SPC LA N     -   111,420.      981,610.      MT  (+/- 180 meters Scaled)
 BX1398
 BX1398                          SUPERSEDED SURVEY CONTROL
 BX1398
 BX1398  NAVD 88 (06/15/91)   28.573  (m)           93.74   (f) UNKNOWN     1 1
 BX1398  NGVD 29 (??/??/??)   28.579  (m)           93.76   (f) ADJUSTED    1 1
 BX1398
 BX1398.Superseded values are not recommended for survey control.
 BX1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1398.See file dsdata.txt to determine how the superseded data were derived.
 BX1398
 BX1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ290855(NAD 83)
 BX1398_MARKER: B = BOLT
 BX1398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1398
 BX1398  HISTORY     - Date     Condition        Report By
 BX1398  HISTORY     - UNK      MONUMENTED       DOD
 BX1398  HISTORY     - 1969     GOOD             CGS
 BX1398  HISTORY     - 1977     GOOD             NGS
 BX1398  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BX1398
 BX1398                          STATION DESCRIPTION
 BX1398
 BX1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1398'1.8 MI SE FROM COLFAX.
 BX1398'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1398'COURTHOUSE AT COLFAX, 71 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX1398'HIGHWAY, 169 FEET NORTHWEST OF A POWER POLE WHICH BEARS 2
 BX1398'TRANSFORMERS, 4 FEET SOUTHWEST OF A HEDGEROW, 4.0 FEET SOUTHWEST OF A
 BX1398'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A COPPER BOLT IN THE
 BX1398'TOP OF A STONE SLAB ABOUT 3 1/2 FEET BELOW THE SURFACE OF THE GROUND,
 BX1398'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH BEARS A U. S.
 BX1398'ENGINEERS CAP AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1398
 BX1398                          STATION RECOVERY (1977)
 BX1398
 BX1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1398'RECOVERED IN GOOD CONDITION.
 BX1398
 BX1398                          STATION RECOVERY (1988)
 BX1398
 BX1398'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1397 ***********************************************************************
 BX1397  DESIGNATION -  COLFAX 1 CAP
 BX1397  PID         -  BX1397
 BX1397  STATE/COUNTY-  LA/GRANT
 BX1397  USGS QUAD   -  COLFAX (1985)
 BX1397
 BX1397                         *CURRENT SURVEY CONTROL
 BX1397  ___________________________________________________________________
 BX1397* NAD 83(1986)-  31 30 17.     (N)    092 41 37.     (W)     SCALED    
 BX1397* NAVD 88     -        29.84   (+/-2cm)      97.9    (feet)  VERTCON   
 BX1397  ___________________________________________________________________
 BX1397  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1397
 BX1397  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1397
 BX1397.The horizontal coordinates were scaled from a topographic map and have
 BX1397.an estimated accuracy of +/- 6 seconds.
 BX1397
 BX1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1397.The vertical order pertains to the NGVD 29 superseded value.
 BX1397
 BX1397.The geoid height was determined by GEOID03.
 BX1397
 BX1397;                    North         East    Units  Estimated Accuracy
 BX1397;SPC LA N     -   111,420.      981,610.      MT  (+/- 180 meters Scaled)
 BX1397
 BX1397                          SUPERSEDED SURVEY CONTROL
 BX1397
 BX1397  NGVD 29 (??/??/??)   29.846  (m)           97.92   (f) ADJUSTED    1 1
 BX1397
 BX1397.Superseded values are not recommended for survey control.
 BX1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1397.See file dsdata.txt to determine how the superseded data were derived.
 BX1397
 BX1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ290855(NAD 83)
 BX1397_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1397_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1397_STAMPING: P.B.M. COLFAX 1
 BX1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1397
 BX1397  HISTORY     - Date     Condition        Report By
 BX1397  HISTORY     - UNK      MONUMENTED       DOD
 BX1397  HISTORY     - 1969     GOOD             LADTD
 BX1397
 BX1397                          STATION DESCRIPTION
 BX1397
 BX1397'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1397'1.65 MI SE FROM COLFAX.
 BX1397'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1397'COURTHOUSE AT COLFAX, 71 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX1397'HIGHWAY, 169 FEET NORTHWEST OF A POWER POLE WHICH BEARS 2
 BX1397'TRANSFORMERS, 4 FEET SOUTHWEST OF A HEDGEROW, 4.0 FEET SOUTHWEST OF A
 BX1397'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY.  AN IRON PIPE WHICH
 BX1397'BEARS A U.S. ENGINEERS CAP AND PROJECTS 6 INCHES ABOVE THE SURFACE OF
 BX1397'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1395 ***********************************************************************
 BX1395  DESIGNATION -  COLFAX 2 BOLT
 BX1395  PID         -  BX1395
 BX1395  STATE/COUNTY-  LA/GRANT
 BX1395  USGS QUAD   -  COLFAX (1985)
 BX1395
 BX1395                         *CURRENT SURVEY CONTROL
 BX1395  ___________________________________________________________________
 BX1395* NAD 83(1986)-  31 30 13.     (N)    092 41 37.     (W)     SCALED    
 BX1395* NAVD 88     -        28.11   (+/-2cm)      92.2    (feet)  VERTCON   
 BX1395  ___________________________________________________________________
 BX1395  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1395
 BX1395  VERT ORDER  -  ? (See Below)
 BX1395
 BX1395.The horizontal coordinates were scaled from a topographic map and have
 BX1395.an estimated accuracy of +/- 6 seconds.
 BX1395
 BX1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1395.The vertical order pertains to the NGVD 29 superseded value.
 BX1395
 BX1395.The geoid height was determined by GEOID03.
 BX1395
 BX1395;                    North         East    Units  Estimated Accuracy
 BX1395;SPC LA N     -   111,290.      981,610.      MT  (+/- 180 meters Scaled)
 BX1395
 BX1395                          SUPERSEDED SURVEY CONTROL
 BX1395
 BX1395  NGVD 29 (??/??/??)   28.118  (m)           92.25   (f) ADJUSTED    ?  
 BX1395
 BX1395.Superseded values are not recommended for survey control.
 BX1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1395.See file dsdata.txt to determine how the superseded data were derived.
 BX1395
 BX1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ290854(NAD 83)
 BX1395_MARKER: B = BOLT
 BX1395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1395_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1395
 BX1395  HISTORY     - Date     Condition        Report By
 BX1395  HISTORY     - UNK      MONUMENTED       DOD
 BX1395  HISTORY     - 1932     GOOD             CGS
 BX1395  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1395
 BX1395                          STATION DESCRIPTION
 BX1395
 BX1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX1395'1.1 MI SE FROM COLFAX.
 BX1395'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 71 FROM COLFAX, GRANT PARISH,
 BX1395'0.2 MILE NORTHWEST OF THE CROSSING OF THE LOUISIANA AND ARKANSAS
 BX1395'RAILWAY, 40 FEET SOUTH OF A SIDE ROAD LEADING SOUTHWEST, AND 3 FEET
 BX1395'SOUTHWEST OF A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT
 BX1395'3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BX1395'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1395
 BX1395                          STATION RECOVERY (1969)
 BX1395
 BX1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1394 ***********************************************************************
 BX1394  DESIGNATION -  COLFAX 2 CAP
 BX1394  PID         -  BX1394
 BX1394  STATE/COUNTY-  LA/GRANT
 BX1394  USGS QUAD   -  COLFAX (1985)
 BX1394
 BX1394                         *CURRENT SURVEY CONTROL
 BX1394  ___________________________________________________________________
 BX1394* NAD 83(1986)-  31 30 13.     (N)    092 41 36.     (W)     SCALED    
 BX1394* NAVD 88     -        29.33   (+/-2cm)      96.2    (feet)  VERTCON   
 BX1394  ___________________________________________________________________
 BX1394  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1394
 BX1394  VERT ORDER  -  ? (See Below)
 BX1394
 BX1394.The horizontal coordinates were scaled from a topographic map and have
 BX1394.an estimated accuracy of +/- 6 seconds.
 BX1394
 BX1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1394.The vertical order pertains to the NGVD 29 superseded value.
 BX1394
 BX1394.The geoid height was determined by GEOID03.
 BX1394
 BX1394;                    North         East    Units  Estimated Accuracy
 BX1394;SPC LA N     -   111,290.      981,640.      MT  (+/- 180 meters Scaled)
 BX1394
 BX1394                          SUPERSEDED SURVEY CONTROL
 BX1394
 BX1394  NGVD 29 (??/??/??)   29.339  (m)           96.26   (f) ADJUSTED    ?  
 BX1394
 BX1394.Superseded values are not recommended for survey control.
 BX1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1394.See file dsdata.txt to determine how the superseded data were derived.
 BX1394
 BX1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ291854(NAD 83)
 BX1394_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1394
 BX1394  HISTORY     - Date     Condition        Report By
 BX1394  HISTORY     - UNK      MONUMENTED       DOD
 BX1394  HISTORY     - 1932     GOOD             CGS
 BX1394  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1394
 BX1394                          STATION DESCRIPTION
 BX1394
 BX1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX1394'1.1 MI SE FROM COLFAX.
 BX1394'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 71 FROM COLFAX, GRANT PARISH,
 BX1394'0.2 MILE NORTHWEST OF THE CROSSING OF THE LOUISIANA AND ARKANSAS
 BX1394'RAILWAY, 40 FEET SOUTH OF A SIDE ROAD LEADING SOUTHWEST, AND 3 FEET
 BX1394'SOUTHWEST OF A FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BX1394'ARMY, STANDARD CAP.
 BX1394
 BX1394                          STATION RECOVERY (1969)
 BX1394
 BX1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2757 ***********************************************************************
 BX2757  DESIGNATION -  COLFAX MUNICIPAL TANK
 BX2757  PID         -  BX2757
 BX2757  STATE/COUNTY-  LA/GRANT
 BX2757  USGS QUAD   -  COLFAX (1985)
 BX2757
 BX2757                         *CURRENT SURVEY CONTROL
 BX2757  ___________________________________________________________________
 BX2757* NAD 83(1992)-  31 31 05.06466(N)    092 42 24.83652(W)     ADJUSTED  
 BX2757* NAVD 88     -                                                        
 BX2757  ___________________________________________________________________
 BX2757  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BX2757  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2757
 BX2757  HORZ ORDER  -  THIRD
 BX2757
 BX2757.The horizontal coordinates were established by classical geodetic methods
 BX2757.and adjusted by the National Geodetic Survey in January 1993..
 BX2757
 BX2757
 BX2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2757
 BX2757.The geoid height was determined by GEOID03.
 BX2757
 BX2757;                    North         East     Units Scale Factor Converg.
 BX2757;SPC LA N     -   112,898.116   980,349.106   MT  0.99993891   -0 06 33.8
 BX2757;SPC LA N     -   370,399.90  3,216,362.03   sFT  0.99993891   -0 06 33.8
 BX2757;UTM  15      - 3,487,057.015   527,828.834   MT  0.99960955   +0 09 11.6
 BX2757
 BX2757                          SUPERSEDED SURVEY CONTROL
 BX2757
 BX2757  NAD 83(1986)-  31 31 05.08520(N)    092 42 24.83012(W) AD(       ) 4
 BX2757  NAD 27      -  31 31 04.45777(N)    092 42 24.29310(W) AD(       ) 3
 BX2757
 BX2757.Superseded values are not recommended for survey control.
 BX2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2757.See file dsdata.txt to determine how the superseded data were derived.
 BX2757
 BX2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2782987057(NAD 83)
 BX2757_MARKER: 51 = TANK
 BX2757
 BX2757  HISTORY     - Date     Condition        Report By
 BX2757  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2757  HISTORY     - 1969     GOOD             CGS
 BX2757
 BX2757                          STATION DESCRIPTION
 BX2757
 BX2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2757'THE STATION IS THE APEX OF THE TANK.  IT IS A FOUR-LEGGED STEEL
 BX2757'STRUCTURE, PAINTED SILVER WITH THE LEGEND COLFAX PAINTED ON THE
 BX2757'NORTH SIDE AND IS 100 FEET HIGH OVERALL.
 BX2757'
 BX2757'IT IS LOCATED IN THE TOWN OF COLFAX 2 BLOCKS SOUTH OF THE JUNCTION
 BX2757'OF STATE HIGHWAYS 8 AND 158, 1 BLOCK WEST OF THE INTERSECTION OF
 BX2757'CYPRESS STREET AND EIGHTH STREET AND AT THE SOUTH EDGE OF THE TOWN
 BX2757'OF COLFAX WATER FACILITIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2735 ***********************************************************************
 BX2735  DESIGNATION -  COLGRADE
 BX2735  PID         -  BX2735
 BX2735  STATE/COUNTY-  LA/WINN
 BX2735  USGS QUAD   -  WINNFIELD EAST (1984)
 BX2735
 BX2735                         *CURRENT SURVEY CONTROL
 BX2735  ___________________________________________________________________
 BX2735* NAD 83(1992)-  31 54 53.92773(N)    092 30 24.31046(W)     ADJUSTED  
 BX2735* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 BX2735  ___________________________________________________________________
 BX2735  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BX2735  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX2735
 BX2735  HORZ ORDER  -  SECOND
 BX2735
 BX2735.The horizontal coordinates were established by classical geodetic methods
 BX2735.and adjusted by the National Geodetic Survey in January 1993..
 BX2735
 BX2735.The orthometric height was scaled from a topographic map.
 BX2735
 BX2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2735
 BX2735.The geoid height was determined by GEOID03.
 BX2735
 BX2735;                    North         East     Units Scale Factor Converg.
 BX2735;SPC LA N     -   156,885.704   999,361.363   MT  0.99991474   -0 00 12.9
 BX2735;SPC LA N     -   514,715.85  3,278,738.07   sFT  0.99991474   -0 00 12.9
 BX2735;UTM  15      - 3,531,118.041   546,633.020   MT  0.99962682   +0 15 38.8
 BX2735
 BX2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2735!SPC LA N     -   0.99999660  x   0.99991474  =   0.99991134
 BX2735!UTM  15      -   0.99999660  x   0.99962682  =   0.99962342
 BX2735
 BX2735|---------------------------------------------------------------------|
 BX2735| PID    Reference Object                     Distance      Geod. Az  |
 BX2735|                                                           dddmmss.s |
 BX2735| CY4112 COLGRADE RM 1                        30.764 METERS 00805     |
 BX2735| BX0360 3456 LAGS RESET 1958                 46.055 METERS 15538     |
 BX2735| BX2739 MELTON RESET                        APPROX. 9.8 KM 2300534.7 |
 BX2735| BX2738 WINNFIELD TREMONT LUM CO S TK       APPROX. 8.3 KM 2933441.0 |
 BX2735| BX2736 COLGRADE LOOKOUT TOWER               45.815 METERS 33018     |
 BX2735|---------------------------------------------------------------------|
 BX2735
 BX2735                          SUPERSEDED SURVEY CONTROL
 BX2735
 BX2735  NAD 83(1986)-  31 54 53.94199(N)    092 30 24.30192(W) AD(       ) 2
 BX2735  NAD 27      -  31 54 53.34864(N)    092 30 23.77482(W) AD(       ) 2
 BX2735
 BX2735.Superseded values are not recommended for survey control.
 BX2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2735.See file dsdata.txt to determine how the superseded data were derived.
 BX2735
 BX2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR4663331118(NAD 83)
 BX2735_MARKER: DS = TRIANGULATION STATION DISK
 BX2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2735
 BX2735  HISTORY     - Date     Condition        Report By
 BX2735  HISTORY     - 1969     MONUMENTED       CGS
 BX2735
 BX2735                          STATION DESCRIPTION
 BX2735
 BX2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2735'THE STATION IS LOCATED ABOUT 7-3/4 MILES EAST OF WINNFIELD, 1
 BX2735'MILE NORTH OF U.S. HIGHWAY 84 AND 3/4 MILE EAST OF COLGRADE AT
 BX2735'THE SITE OF THE COLGRADE LOOKOUT TOWER ON LAND OWNED BY THE
 BX2735'TREMONT LUMBER COMPANY.
 BX2735'
 BX2735'TO REACH FROM THE POST OFFICE IN WINNFIELD, GO SOUTH FOR 0.05
 BX2735'MILE TO THE JUNCTION OF U.S. HIGHWAYS 84 AND 167.  TURN LEFT,
 BX2735'EAST, AND FOLLOW THESE HIGHWAYS FOR 0.95 MILE TO THE JUNCTION
 BX2735'WITH STATE HIGHWAY 34.  TURN SHARP LEFT AND GO NORTH AND EAST
 BX2735'ALONG U.S. HIGHWAY 84 AND STATE 34 FOR 0.3 MILE TO A TRIANGLE
 BX2735'INTERSECTION.  BARE RIGHT AND CONTINUE NORTHEASTERLY FOR 1.8
 BX2735'MILES TO A FORK WHERE THESE HIGHWAYS SEPARATE.  TAKE THE RIGHT
 BX2735'FORK, U.S. HIGHWAY 84, AND GO SOUTHEAST FOR 3.65 MILES TO A
 BX2735'FORK AT THE INTERSECTION OF STATE HIGHWAY 124.  TAKE THE LEFT
 BX2735'FORK AND GO EAST ALONG STATE HIGHWAY 124 FOR 2.15 MILES TO A
 BX2735'GRAVELED ROAD LEFT.  TURN LEFT AND DRIVE NORTHERLY, ALONG THE
 BX2735'GRAVELED ROAD, FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 BX2735'
 BX2735'THE STATION IS A STANDARD DISK, STAMPED COLGRADE 1969, SET IN
 BX2735'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 BX2735'THE SURFACE OF THE GROUND.  IT IS 142 FEET SOUTH OF THE SOUTHEAST
 BX2735'LEG OF THE LOOKOUT TOWER, 139 FEET WEST OF THE NORTHWEST CORNER
 BX2735'OF AN OLD CHURCH BUILDING AND 21 FEET SOUTHWEST OF THE CENTER OF
 BX2735'A GRAVELED DRIVEWAY TO THE LOOKOUT TOWER.
 BX2735'
 BX2735'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLGRADE NO 1 1969,
 BX2735'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2735'6 INCHES.  IT IS 79 FEET EAST OF THE SOUTHEAST LEG OF THE
 BX2735'LOOKOUT TOWER, 61 FEET SOUTHEAST OF A SMALL FRAME BUILDING, 21
 BX2735'FEET WEST-SOUTHWEST OF A 14-INCH PINE TREE, 10.6 FEET
 BX2735'EAST-NORTHEAST OF A 10-INCH PINE TREE AND 48 FEET EAST-NORTHEAST
 BX2735'OF THE CENTER OF THE GRAVELED DRIVEWAY TO THE LOOKOUT TOWER.
 BX2735'
 BX2735'REFERENCE MARK 2 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 BX2735'AND STATE SURVEY STATION MARK DISK, STAMPED 3456 RESET 1958, SET
 BX2735'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BX2735'5 INCHES.  IT IS 43 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 BX2735'63 FEET NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 124
 BX2735'AND 26.6 FEET SOUTHEAST OF A 14-INCH PINE TREE.
 BX2735'
 BX2735'NO PLACE AVAILABLE FOR AN AZIMUTH MARK.
 BX2735'
 BX2735'HEIGHT OF LIGHT ABOVE STATION MARK 26.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2733 ***********************************************************************
 BX2733  DESIGNATION -  COLGRADE FEDERAL FIRE TOWER
 BX2733  PID         -  BX2733
 BX2733  STATE/COUNTY-  LA/WINN
 BX2733  USGS QUAD   -  WINNFIELD EAST (1984)
 BX2733
 BX2733                         *CURRENT SURVEY CONTROL
 BX2733  ___________________________________________________________________
 BX2733* NAD 83(1992)-  31 55 07.60670(N)    092 32 30.32629(W)     ADJUSTED  
 BX2733* NAVD 88     -                                                        
 BX2733  ___________________________________________________________________
 BX2733  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 BX2733  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX2733
 BX2733  HORZ ORDER  -  THIRD
 BX2733
 BX2733.The horizontal coordinates were established by classical geodetic methods
 BX2733.and adjusted by the National Geodetic Survey in January 1993..
 BX2733
 BX2733
 BX2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2733
 BX2733.The geoid height was determined by GEOID03.
 BX2733
 BX2733;                    North         East     Units Scale Factor Converg.
 BX2733;SPC LA N     -   157,307.741   996,051.084   MT  0.99991474   -0 01 19.5
 BX2733;SPC LA N     -   516,100.48  3,267,877.60   sFT  0.99991474   -0 01 19.5
 BX2733;UTM  15      - 3,531,524.683   543,321.789   MT  0.99962315   +0 14 32.2
 BX2733
 BX2733                          SUPERSEDED SURVEY CONTROL
 BX2733
 BX2733  NAD 83(1986)-  31 55 07.62107(N)    092 32 30.31775(W) AD(       ) 4
 BX2733  NAD 27      -  31 55 07.02894(N)    092 32 29.78845(W) AD(       ) 3
 BX2733
 BX2733.Superseded values are not recommended for survey control.
 BX2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2733.See file dsdata.txt to determine how the superseded data were derived.
 BX2733
 BX2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR4332231525(NAD 83)
 BX2733_MARKER: 55 = TOWER
 BX2733
 BX2733  HISTORY     - Date     Condition        Report By
 BX2733  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2733
 BX2733                          STATION DESCRIPTION
 BX2733
 BX2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2733'TOWER IS IN SEC. 23, T 11 N, R 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2736 ***********************************************************************
 BX2736  DESIGNATION -  COLGRADE LOOKOUT TOWER
 BX2736  PID         -  BX2736
 BX2736  STATE/COUNTY-  LA/WINN
 BX2736  USGS QUAD   -  WINNFIELD EAST (1984)
 BX2736
 BX2736                         *CURRENT SURVEY CONTROL
 BX2736  ___________________________________________________________________
 BX2736* NAD 83(1992)-  31 54 55.21973(N)    092 30 25.17451(W)     ADJUSTED  
 BX2736* NAVD 88     -                                                        
 BX2736  ___________________________________________________________________
 BX2736  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BX2736  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX2736
 BX2736  HORZ ORDER  -  THIRD
 BX2736
 BX2736.The horizontal coordinates were established by classical geodetic methods
 BX2736.and adjusted by the National Geodetic Survey in January 1993..
 BX2736
 BX2736
 BX2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2736
 BX2736.The geoid height was determined by GEOID03.
 BX2736
 BX2736;                    North         East     Units Scale Factor Converg.
 BX2736;SPC LA N     -   156,925.497   999,338.667   MT  0.99991474   -0 00 13.3
 BX2736;SPC LA N     -   514,846.40  3,278,663.61   sFT  0.99991474   -0 00 13.3
 BX2736;UTM  15      - 3,531,157.718   546,610.147   MT  0.99962679   +0 15 38.3
 BX2736
 BX2736                          SUPERSEDED SURVEY CONTROL
 BX2736
 BX2736  NAD 83(1986)-  31 54 55.23397(N)    092 30 25.16599(W) AD(       ) 4
 BX2736  NAD 27      -  31 54 54.64067(N)    092 30 24.63881(W) AD(       ) 3
 BX2736
 BX2736.Superseded values are not recommended for survey control.
 BX2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2736.See file dsdata.txt to determine how the superseded data were derived.
 BX2736
 BX2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR4661031158(NAD 83)
 BX2736_MARKER: 57 = LOOKOUT TOWER
 BX2736
 BX2736  HISTORY     - Date     Condition        Report By
 BX2736  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2736
 BX2736                          STATION DESCRIPTION
 BX2736
 BX2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2736'THE TOP OF THE ROOF OF A METAL CABIN SURMOUNTED ON A FOUR-LEGGED
 BX2736'STEEL STRUCTURE WITH AN OVERALL HEIGHT OF ABOUT 125
 BX2736'FEET.  IT IS ABOUT 7-3/4 MILES EAST OF WINNFIELD AND 0.1 MILE
 BX2736'NORTH OF STATE HIGHWAY 124.
 BX2736'
 BX2736'A CONNECTION WAS MADE FROM TRIANGULATION STATION COLGRADE TO
 BX2736'THE APPROXIMATE CENTER OF COLGRADE LOOKOUT TOWER, DISTANCE
 BX2736'BEING 150.30 FEET OR (45.811 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1667 ***********************************************************************
 CQ1667  DESIGNATION -  COLLEGE
 CQ1667  PID         -  CQ1667
 CQ1667  STATE/COUNTY-  LA/CADDO
 CQ1667  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1667
 CQ1667                         *CURRENT SURVEY CONTROL
 CQ1667  ___________________________________________________________________
 CQ1667* NAD 83(1986)-  32 28 56.     (N)    093 43 51.     (W)     SCALED    
 CQ1667* NAVD 88     -        56.681  (meters)     185.96   (feet)  ADJUSTED  
 CQ1667  ___________________________________________________________________
 CQ1667  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1667  DYNAMIC HT  -          56.617 (meters)     185.75  (feet)  COMP
 CQ1667  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 CQ1667
 CQ1667  VERT ORDER  -  FIRST     CLASS I
 CQ1667
 CQ1667.The horizontal coordinates were scaled from a topographic map and have
 CQ1667.an estimated accuracy of +/- 6 seconds.
 CQ1667
 CQ1667.The orthometric height was determined by differential leveling
 CQ1667.and adjusted by the National Geodetic Survey in June 1991..
 CQ1667.WARNING-Repeat measurements at this control monument indicate possible
 CQ1667.vertical movement.
 CQ1667
 CQ1667.The geoid height was determined by GEOID03.
 CQ1667
 CQ1667.The dynamic height is computed by dividing the NAVD 88
 CQ1667.geopotential number by the normal gravity value computed on the
 CQ1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1667.degrees latitude (g = 980.6199 gals.).
 CQ1667
 CQ1667.The modeled gravity was interpolated from observed gravity values.
 CQ1667
 CQ1667;                    North         East    Units  Estimated Accuracy
 CQ1667;SPC LA N     -   220,440.      884,310.      MT  (+/- 180 meters Scaled)
 CQ1667
 CQ1667                          SUPERSEDED SURVEY CONTROL
 CQ1667
 CQ1667  NGVD 29 (??/??/??)   56.747  (m)          186.18   (f) ADJUSTED    1 1
 CQ1667
 CQ1667.Superseded values are not recommended for survey control.
 CQ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1667.See file dsdata.txt to determine how the superseded data were derived.
 CQ1667
 CQ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR313941(NAD 83)
 CQ1667_MARKER: DB = BENCH MARK DISK
 CQ1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1667_STAMPING: COLLEGE 1948
 CQ1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1667+STABILITY: SURFACE MOTION
 CQ1667
 CQ1667  HISTORY     - Date     Condition        Report By
 CQ1667  HISTORY     - 1948     MONUMENTED       CGS
 CQ1667  HISTORY     - 1977     GOOD             NGS
 CQ1667  HISTORY     - 1986     GOOD             USPSQD
 CQ1667  HISTORY     - 1987     GOOD             USPSQD
 CQ1667  HISTORY     - 1995     GOOD             USPSQD
 CQ1667
 CQ1667                          STATION DESCRIPTION
 CQ1667
 CQ1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CQ1667'IN SHREVEPORT.
 CQ1667'AT SHREVEPORT, ABOUT 0.8 MILE SOUTHEAST ALONG MARSHALL STREET FROM THE
 CQ1667'OLD CENTRAL STATION, THENCE 0.2 MILE EAST ALONG STONER STREET, THENCE
 CQ1667'ABOUT 1.2 MILES SOUTH ALONG CENTENARY BLVD., AT THE CENTENARY COLLEGE,
 CQ1667'ALONG KINGS HIGHWAY, 59.3 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 CQ1667'PARALLELING KINGS HIGHWAY ON THE NORTH SIDE OF THE STREET, 55.5 FEET
 CQ1667'SOUTHEAST OF THE SOUTHWEST CORNER OF THE PHYSICAL EDUCATION BUILDING,
 CQ1667'18.0 FEET WEST OF A POINT ON THE CENTER LINE OF THE SOUTH OR MAIN
 CQ1667'ENTRANCE TO THE BUILDING, 2.3 FEET SOUTH OF THE SOUTH END OF THE BRICK
 CQ1667'WALL AT THE WEST END OF THE CONCRETE STEPS, SET IN THE TOP OF A
 CQ1667'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ1667
 CQ1667                          STATION RECOVERY (1977)
 CQ1667
 CQ1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1667'RECOVERED IN GOOD CONDITION.
 CQ1667
 CQ1667                          STATION RECOVERY (1986)
 CQ1667
 CQ1667'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 CQ1667'RECOVERED IN GOOD CONDITION.
 CQ1667
 CQ1667                          STATION RECOVERY (1987)
 CQ1667
 CQ1667'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1667'RECOVERED IN GOOD CONDITION.
 CQ1667
 CQ1667                          STATION RECOVERY (1995)
 CQ1667
 CQ1667'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3129 ***********************************************************************
 CP3129  DESIGNATION -  COLLINSTON MUNICIPAL TANK
 CP3129  PID         -  CP3129
 CP3129  STATE/COUNTY-  LA/MOREHOUSE
 CP3129  USGS QUAD   -  COLLINSTON EAST (1982)
 CP3129
 CP3129                         *CURRENT SURVEY CONTROL
 CP3129  ___________________________________________________________________
 CP3129* NAD 83(1992)-  32 41 21.88852(N)    091 52 13.93997(W)     ADJUSTED  
 CP3129* NAVD 88     -                                                        
 CP3129  ___________________________________________________________________
 CP3129  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CP3129  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3129
 CP3129  HORZ ORDER  -  THIRD
 CP3129
 CP3129.The horizontal coordinates were established by classical geodetic methods
 CP3129.and adjusted by the National Geodetic Survey in September 1999..
 CP3129
 CP3129
 CP3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3129
 CP3129.The geoid height was determined by GEOID03.
 CP3129
 CP3129;                    North         East     Units Scale Factor Converg.
 CP3129;SPC LA N     -   242,930.956 1,059,030.382   MT  1.00000527   +0 19 58.1
 CP3129;SPC LA N     -   797,015.98  3,474,502.18   sFT  1.00000527   +0 19 58.1
 CP3129;UTM  15      - 3,617,419.827   605,880.549   MT  0.99973823   +0 36 36.2
 CP3129
 CP3129                          SUPERSEDED SURVEY CONTROL
 CP3129
 CP3129  NAD 83(1992)-  32 41 21.88931(N)    091 52 13.93991(W) AD(       ) 4
 CP3129  NAD 83(1986)-  32 41 21.90088(N)    091 52 13.93275(W) AD(       ) 4
 CP3129  NAD 27      -  32 41 21.40600(N)    091 52 13.47300(W) AD(       ) 3
 CP3129
 CP3129.Superseded values are not recommended for survey control.
 CP3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3129.See file dsdata.txt to determine how the superseded data were derived.
 CP3129
 CP3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0588117420(NAD 83)
 CP3129_MARKER: 53 = ELEVATED TANK
 CP3129
 CP3129  HISTORY     - Date     Condition        Report By
 CP3129  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3129  HISTORY     - 1970     GOOD             NGS
 CP3129
 CP3129                          STATION DESCRIPTION
 CP3129
 CP3129'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3129'OBSERVED FINIAL MUNICIPAL WATER TANK, STEEL, SILVER PAINTED,
 CP3129'ABOUT 125 FEET HIGH.  LOCATED IN CENTER OF TOWN.
 CP3129'
 CP3129'OBSERVED UPON FROM TRIANGULATION STATIONS ARRAT, ROUGE,
 CP3129'HACKBERRY AND DAW.
 CP3129
 CP3129                          STATION RECOVERY (1970)
 CP3129
 CP3129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3129'STATION RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4405 ***********************************************************************
 BJ4405  DESIGNATION -  COLONIAL
 BJ4405  PID         -  BJ4405
 BJ4405  STATE/COUNTY-  LA/ST JAMES
 BJ4405  USGS QUAD   -  LUTCHER (1994)
 BJ4405
 BJ4405                         *CURRENT SURVEY CONTROL
 BJ4405  ___________________________________________________________________
 BJ4405* NAD 83(1992)-  30 02 58.23858(N)    090 40 58.35430(W)     ADJUSTED  
 BJ4405* NAVD 88     -        63.7  **(meters)     209.   **(feet)  VERTCON   
 BJ4405  **This station is located in a subsidence area (see below).
 BJ4405  ___________________________________________________________________
 BJ4405  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4405  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BJ4405
 BJ4405  HORZ ORDER  -  FIRST
 BJ4405
 BJ4405.The horizontal coordinates were established by classical geodetic methods
 BJ4405.and adjusted by the National Geodetic Survey in January 1993..
 BJ4405
 BJ4405 ** The orthometric height has not been validated since last determined
 BJ4405 ** by differential leveling and should not be used for control purposes.
 BJ4405 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4405 ** area with valid NAVD 88 orthometric heights.
 BJ4405 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4405 ** epoch indicated which incorporates improved geoid heights for the
 BJ4405 ** Southern Louisiana Subsidence area.
 BJ4405 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4405
 BJ4405.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4405
 BJ4405.The geoid height was determined by GEOID03.
 BJ4405
 BJ4405;                    North         East     Units Scale Factor Converg.
 BJ4405;SPC LA S     -   171,932.436 1,062,724.040   MT  0.99992610   +0 19 30.9
 BJ4405;SPC LA S     -   564,081.67  3,486,620.45   sFT  0.99992610   +0 19 30.9
 BJ4405;UTM  15      - 3,326,534.383   723,400.791   MT  1.00021578   +1 09 38.8
 BJ4405
 BJ4405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4405!SPC LA S     -   0.99999413  x   0.99992610  =   0.99992023
 BJ4405!UTM  15      -   0.99999413  x   1.00021578  =   1.00020991
 BJ4405
 BJ4405:                Primary Azimuth Mark                     Grid Az
 BJ4405:SPC LA S     -  GRAMERCY KAISER CORP TANK                042 29 15.3
 BJ4405:UTM  15      -  GRAMERCY KAISER CORP TANK                041 39 07.4
 BJ4405
 BJ4405|---------------------------------------------------------------------|
 BJ4405| PID    Reference Object                     Distance      Geod. Az  |
 BJ4405|                                                           dddmmss.s |
 BJ4405| BJ4404 GRAMERCY KAISER CORP TANK           APPROX. 1.7 KM 0424846.2 |
 BJ4405| BJ4391 GARYVILLE RAD STA WKQT MAST         APPROX. 6.6 KM 0630425.6 |
 BJ4405| CW1234 COLONIAL RM 1                         4.654 METERS 08541     |
 BJ4405| BJ4390 GARYVILLE MUN TANK                  APPROX. 6.3 KM 1001528.2 |
 BJ4405| BJ4403 WALLACE WATER TANK                  APPROX. 3.0 KM 1012631.1 |
 BJ4405| CW1235 COLONIAL RM 2                         5.114 METERS 19356     |
 BJ4405| AU3121 VACHERIE 2                          APPROX. 9.8 KM 1974342.3 |
 BJ4405| BJ4409 VACHERIE WATER TANK                 APPROX. 6.6 KM 2215412.5 |
 BJ4405| BJ4407 LUTCHER MUN TANK                    APPROX. 1.6 KM 2241500.2 |
 BJ4405| BJ4410 VACHERIE SOUTHDOWN STACK            APPROX. 7.3 KM 2244938.2 |
 BJ4405| BJ4408 LUTCHER LEVEE DIST RAD MAST         APPROX. 1.8 KM 2282549.2 |
 BJ4405| BJ4411 PAULINA CONVENT WATER TANK          APPROX. 6.4 KM 2420345.5 |
 BJ4405| BJ4412 GRAND POINT UNITED GAS MAST         APPROX. 6.1 KM 2633142.3 |
 BJ4405| BJ4468 UNCLE SAM FREEPORT CHEM STACK       APPROX.14.2 KM 2650348.5 |
 BJ4405| BJ4402 GRAMERCY COLONIAL SUGAR STACK       131.033 METERS 30024     |
 BJ4405|---------------------------------------------------------------------|
 BJ4405
 BJ4405                          SUPERSEDED SURVEY CONTROL
 BJ4405
 BJ4405  NAD 83(1986)-  30 02 58.25533(N)    090 40 58.35583(W) AD(       ) 1
 BJ4405  NAD 27      -  30 02 57.52927(N)    090 40 58.03157(W) AD(       ) 1
 BJ4405  NGVD 29 (07/19/86)   63.8    (m)          209.     (f) VERT ANG       
 BJ4405
 BJ4405.Superseded values are not recommended for survey control.
 BJ4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4405.See file dsdata.txt to determine how the superseded data were derived.
 BJ4405
 BJ4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2340126534(NAD 83)
 BJ4405_MARKER: DS = TRIANGULATION STATION DISK
 BJ4405_SETTING: 0 = UNSPECIFIED SETTING
 BJ4405
 BJ4405  HISTORY     - Date     Condition        Report By
 BJ4405  HISTORY     - 1973     MONUMENTED       NGS
 BJ4405
 BJ4405                          STATION DESCRIPTION
 BJ4405
 BJ4405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4405'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 BJ4405'
 BJ4405'NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.
 BJ4405'
 BJ4405'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF GRAMERCY AND ON
 BJ4405'PROPERTY OWNED BY THE COLONIAL SUGAR COMPANY.  PERMISSION WAS
 BJ4405'GRANTED BY MR. W.R. TUSON OR MR. S.L. DAVIS AT THE COLONIAL SUGAR
 BJ4405'COMPANY OFFICE, GRAMERCY, LOUISIANA, 70052.  TELEPHONE NUMBER
 BJ4405'504-869-5521.
 BJ4405'
 BJ4405'TO REACH THE STATION FROM THE POST OFFICE IN GRAMERCY, GO NORTHEAST
 BJ4405'ON STATE HIGHWAY 641 FOR 0.2 MILE TO A SIDE ROAD THAT LEADS TO THE
 BJ4405'COLONIAL SUGAR COMPANY.  TURN RIGHT AND GO SOUTHERLY FOR 0.05
 BJ4405'MILE TO A PARKING LOT ON THE LEFT AND THE STATION ATOP THE COLONIAL
 BJ4405'SUGAR COMPANY SILO.
 BJ4405'
 BJ4405'STATION MARK, A STANDARD DISK STAMPED COLONIAL 1972, IS CEMENTED IN A
 BJ4405'DRILL HOLE OF THE CONCRETE TOP OF THE SILO.  IT IS 16 FEET NORTH OF
 BJ4405'THE SOUTH EDGE OF THE ROOF, 15.5 FEET SOUTH OF THE NORTH EDGE OF
 BJ4405'THE ROOF AND 12 FEET WEST-SOUTHWEST OF THE CENTER OF A LARGE AIR
 BJ4405'VENT.
 BJ4405'
 BJ4405'REFERENCE MARK 1, A STANDARD DISK STAMPED COLONIAL NO 1 1972, IS
 BJ4405'CEMENTED IN A DRILL HOLE OF THE CONCRETE TOP OF THE SILO.  IT IS 7
 BJ4405'FEET SOUTH OF THE CENTER OF THE AIR VENT AND 1 FOOT NORTHWEST OF
 BJ4405'THE SOUTHEAST EDGE OF THE ROOF.
 BJ4405'
 BJ4405'REFERENCE MARK 2, A STANDARD DISK STAMPED COLONIAL NO 2 1972, IS
 BJ4405'CEMENTED IN A DRILL HOLE OF THE CONCRETE TOP OF THE SILO.  IT IS 27
 BJ4405'FEET SOUTHWEST OF THE CENTER OF THE AIR VENT AND 1.5 FEET
 BJ4405'NORTH-NORTHWEST OF THE SOUTHWEST EDGE OF THE ROOF.
 BJ4405'
 BJ4405'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1050 ***********************************************************************
 BX1050  FBN         -  This is a Federal Base Network Control Station.
 BX1050  DESIGNATION -  COLONY
 BX1050  PID         -  BX1050
 BX1050  STATE/COUNTY-  LA/RAPIDES
 BX1050  USGS QUAD   -  RAPIDES (1992)
 BX1050
 BX1050                         *CURRENT SURVEY CONTROL
 BX1050  ___________________________________________________________________
 BX1050* NAD 83(1992)-  31 18 51.82231(N)    092 33 33.62429(W)     ADJUSTED  
 BX1050* NAVD 88     -        26.5    (meters)      87.     (feet)  GPS OBS   
 BX1050  ___________________________________________________________________
 BX1050  X           -    -243,541.284 (meters)                     COMP
 BX1050  Y           -  -5,448,516.127 (meters)                     COMP
 BX1050  Z           -   3,295,723.050 (meters)                     COMP
 BX1050  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BX1050  ELLIP HEIGHT-           0.17  (meters)          (06/20/00) GPS OBS
 BX1050  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX1050
 BX1050  HORZ ORDER  -  B
 BX1050  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1050  ELLP ORDER  -  THIRD     CLASS I
 BX1050
 BX1050.The horizontal coordinates were established by GPS observations
 BX1050.and adjusted by the National Geodetic Survey in September 1992..
 BX1050
 BX1050.The orthometric height was determined by GPS observations and a
 BX1050.high-resolution geoid model.
 BX1050.The vertical order pertains to the NGVD 29 superseded value.
 BX1050
 BX1050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX1050
 BX1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1050
 BX1050.The ellipsoidal height was determined by GPS observations
 BX1050.and is referenced to NAD 83.
 BX1050
 BX1050.The geoid height was determined by GEOID03.
 BX1050
 BX1050;                    North         East     Units Scale Factor Converg.
 BX1050;SPC LA N     -    90,298.777   994,351.619   MT  0.99996979   -0 01 52.9
 BX1050;SPC LA N     -   296,255.24  3,262,301.94   sFT  0.99996979   -0 01 52.9
 BX1050;SPC LA S     -   312,611.347   883,277.273   MT  1.00018845   -0 36 46.9
 BX1050;SPC LA S     - 1,025,625.73  2,897,885.52   sFT  1.00018845   -0 36 46.9
 BX1050;UTM  15      - 3,464,529.459   541,929.608   MT  0.99962168   +0 13 44.5
 BX1050
 BX1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1050!SPC LA N     -   0.99999997  x   0.99996979  =   0.99996976
 BX1050!SPC LA S     -   0.99999997  x   1.00018845  =   1.00018842
 BX1050!UTM  15      -   0.99999997  x   0.99962168  =   0.99962165
 BX1050
 BX1050|---------------------------------------------------------------------|
 BX1050| PID    Reference Object                     Distance      Geod. Az  |
 BX1050|                                                           dddmmss.s |
 BX1050| BX1051 COLONY RM 1                          53.060 METERS 02401     |
 BX1050| BX2702 ALEXANDRIA ENGLAND AFB CON TWR      APPROX. 1.8 KM 0550124.2 |
 BX1050| BX2701 ALEXANDRIA ENGLAND AFB NW TANK      APPROX. 2.5 KM 0604022.2 |
 BX1050| BX2648 PINEVILLE CAMP BEAUREGARD TK        APPROX.16.7 KM 0670213.1 |
 BX1050| BX2650 CROSS                               APPROX.10.6 KM 0910558.2 |
 BX1050| BX2656 GUARANTY                            APPROX.10.9 KM 0914413.4 |
 BX1050| CY4119 COLONY RM 2                          72.994 METERS 12055     |
 BX1050| BX2716 LONE OIL DERRICK NW GARDNER TR      APPROX.12.5 KM 2045447.3 |
 BX1050| CY4117 COLONY AZ MK                                       2113537.2 |
 BX1050| BX2697 COLONY ST HOSP TANK                  21.610 METERS 24700     |
 BX1050| CY4118 COLONY AZ MK 2                                     3134215.2 |
 BX1050|---------------------------------------------------------------------|
 BX1050
 BX1050                          SUPERSEDED SURVEY CONTROL
 BX1050
 BX1050  ELLIP H (09/10/92)    0.28   (m)                       GP(       ) 4 1
 BX1050  NAD 83(1986)-  31 18 51.84174(N)    092 33 33.62087(W) AD(       ) 1
 BX1050  NAD 27      -  31 18 51.18241(N)    092 33 33.11299(W) AD(       ) 1
 BX1050  NGVD 29 (??/??/??)   26.771  (m)           87.83   (f) ADJUSTED    1 2
 BX1050
 BX1050.Superseded values are not recommended for survey control.
 BX1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1050.See file dsdata.txt to determine how the superseded data were derived.
 BX1050
 BX1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4193064529(NAD 83)
 BX1050_MARKER: DS = TRIANGULATION STATION DISK
 BX1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1050_SP_SET: CONCRETE POST
 BX1050_STAMPING: COLONY 1934
 BX1050_MARK LOGO: CGS   
 BX1050_PROJECTION: FLUSH
 BX1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1050+STABILITY: SURFACE MOTION
 BX1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1050+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 BX1050
 BX1050  HISTORY     - Date     Condition        Report By
 BX1050  HISTORY     - 1934     MONUMENTED       CGS
 BX1050  HISTORY     - 1943     GOOD             USE
 BX1050  HISTORY     - 1945     GOOD             CGS
 BX1050  HISTORY     - 1948     GOOD             CGS
 BX1050  HISTORY     - 1960     GOOD             CGS
 BX1050  HISTORY     - 1961     GOOD             CGS
 BX1050  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX1050  HISTORY     - 1969     GOOD             CGS
 BX1050  HISTORY     - 1977     GOOD             USAF
 BX1050  HISTORY     - 19870416 GOOD             USAF
 BX1050  HISTORY     - 19911022 GOOD             LADTD
 BX1050  HISTORY     - 19920304 GOOD
 BX1050  HISTORY     - 19930215 GOOD             NOS
 BX1050  HISTORY     - 19940119 GOOD             NGS
 BX1050  HISTORY     - 19980223 GOOD             NGS
 BX1050  HISTORY     - 20060510 GOOD             LADTD
 BX1050
 BX1050                          STATION DESCRIPTION
 BX1050
 BX1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX1050'STATION IS LOCATED ABOUT 6 MILES W OF ALEXANDRIA, AND 3-1/4
 BX1050'MILES SW OF RAPIDES, IN LOT 51, T 4 N, ON LAND BELONGING TO
 BX1050'AND OCCUPIED BY LOUISIANA STATE HOSPITAL COLONY.  STATION IS 60
 BX1050'FEET NE OF NE CORNER OF WATER TANK, AND 45 FEET W OF W EDGE
 BX1050'OF DRAINAGE DITCH.
 BX1050'
 BX1050'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BX1050'IN ROUND CONCRETE MONUMENTS.  UNDERGROUND MARK IS A STANDARD
 BX1050'BRONZE DISK.
 BX1050'
 BX1050'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 BX1050'MONUMENT.
 BX1050'
 BX1050'REFERENCE MARK NO. 1 IS E OF STATION 53.100 METERS (174.21 FEET),
 BX1050'ON W EDGE OF DRAINAGE DITCH.
 BX1050'
 BX1050'REFERENCE MARK NO. 2 IS S OF STATION 73.200 METERS (240.16 FEET),
 BX1050'AT NE CORNER OF SMALL WHITE BUILDING OF STATE HOSPITAL COLONY.
 BX1050'
 BX1050'AZIMUTH MARK IS 0.3 MILE SW OF STATION, ALONG FENCE LINE ON
 BX1050'W SIDE OF SMALL STORE BUILDING AND S SIDE OF GRAVELED ROAD.
 BX1050'
 BX1050'TO REACH THE STATION FROM ALEXANDRIA, START AT JUNCTIONS OF
 BX1050'U.S. HIGHWAYS 167 AND 71, AND GO W 0.75 MILE TO STOP LIGHT.
 BX1050'HERE TURN LEFT ON STATE HIGHWAY 21 AND GO 6.7 MILES ALONG
 BX1050'S SIDE OF BAYOU TO ROAD N ACROSS BAYOU.  GO N 0.1 MILE
 BX1050'TO T-ROAD, HERE TURN W 0.5 MILE TO ENTRANCE TO COLONY GROUNDS ON
 BX1050'LEFT.
 BX1050'
 BX1050'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX1050
 BX1050                          STATION RECOVERY (1943)
 BX1050
 BX1050'RECOVERY NOTE BY US ENGINEERS 1943
 BX1050'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX1050
 BX1050                          STATION RECOVERY (1945)
 BX1050
 BX1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCS)
 BX1050'THE STATION MARK AND R.M. NO. 1 WERE USED AS BENCH MARKS DURING
 BX1050'LEVELING AT THE FIELD IN JANUARY 1945.  FOLLOWING DATA FROM
 BX1050'THE BENCH MARK DESCRIPTIONS--
 BX1050'
 BX1050'THE STATION MARK IS ABOUT 1.0 MILE SOUTHWEST OF THE CONTROL
 BX1050'TOWER, ABOUT 200 YARDS SOUTH OF THE SOUTHWEST GATE TO THE FIELD,
 BX1050'65 FEET WEST OF CENTER LINE OF ROAD LEADING TO GATE, AND 98
 BX1050'FEET NORTHEAST OF NORTHEAST CORNER OF A SMALL PUMP HOUSE.
 BX1050'STAMPED COLONY 1934 AND SET IN THE TOP OF A CONCRETE POST
 BX1050'ABOUT FLUSH WITH THE GROUND.
 BX1050'
 BX1050'R.M. NO. 1 IS ABOUT 150 YARDS SOUTH OF THE SOUTHWEST GATE
 BX1050'TO THE FIELD, 24 FEET WEST OF CENTER LINE OF ROAD LEADING TO
 BX1050'GATE, AND 2 FEET WEST OF A DRAINAGE DITCH.  STAMPED COLONY
 BX1050'NO. 1 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BX1050'ABOUT 1 FOOT ABOVE GROUND.
 BX1050
 BX1050                          STATION RECOVERY (1948)
 BX1050
 BX1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RGH)
 BX1050'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  DESCRIPTION
 BX1050'ADEQUATE.  R.M. 1 IS STAMPED COLONY NO 1 1934.
 BX1050
 BX1050                          STATION RECOVERY (1960)
 BX1050
 BX1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BX1050'THE STATION WAS VISITED 2-26-60 AND THE STATION MARK AND
 BX1050'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BX1050'AZIMUTH MARK WAS REPORTED DESTROYED AND THE DISK RECLAIMED
 BX1050'2-16-44.  THE WATER TANK MENTIONED IN THE ORIGINAL DESCRIPTION
 BX1050'HAS BEEN TORN DOWN.  THE ORIGINAL DESCRIPTION IS INADEQUATE,
 BX1050'A NEW DESCRIPTION FOLLOWS--
 BX1050'
 BX1050'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF ALEXANDRIA,
 BX1050'ABOUT 8 MILES SOUTHEAST OF BOYCE, AND ABOUT 1.25 MILES SOUTHWEST
 BX1050'OF THE CONTROL TOWER AT ENGLAND AIRFORCE BASE, NEAR THE SOUTHWEST
 BX1050'CORNER OF THE BASE, ON PROPERTY OWNED BY THE STATE OF LOUISIANA,
 BX1050'ON THE LOUISIANA STATE HOSPITAL FARM.  IT IS AT THE EAST EDGE
 BX1050'OF A FIELD, WEST OF THE FARM BUILDINGS, 0.1 MILE EAST OF TWIN
 BX1050'SILOS IN THE CULTIVATED FIELD, 126 FEET NORTHWEST OF THE LAST
 BX1050'POWER POLE OF A LINE LEADING NORTH, WITH A LIGHT ON THEPOLE
 BX1050'AND WIRES LEADING THREE DIRECTIONS, 156 FEET NORTHWEST OF THE
 BX1050'NORTHWEST CORNER OF A RED BUILDING NEAR A NORTH-SOUTH ROAD,
 BX1050'48 FEET WEST OF THE WEST EDGE OF A DITCH, 459 FEET NORTH OF
 BX1050'THE T INTERSECTION OF ROADS, 109 FEET NORTHEAST OF THE
 BX1050'NORTHEAST CORNER OF A SMALL 6 BY 8 FOOT TIN COVERED PUMP HOUSE
 BX1050'(NOT TO BE CONFUSED WITH THE SMALL PUMP HOUSE AT THE NORTHWEST
 BX1050'ANGLE OF THE T INTERSECTION), 65 FEET WEST OF THE CENTER OF
 BX1050'A NORTH-SOUTH FIELD ROAD, AND 1 FOOT WEST OF A METAL WITNESS
 BX1050'POST.  IT IS A STANDARD DISK, STAMPED COLONY 1934,
 BX1050'PROJECTING 6 INCHES.
 BX1050'
 BX1050'REFERENCE MARK NO. 1 IS 174.21 FEET NORTHEAST OF THE STATION,
 BX1050'2 FEET WEST OF A NORTH-SOUTH DITCH, 24 FEET WEST OF THE CENTER
 BX1050'OF A NORTH-SOUTH FIELD ROAD, 608 FEET NORTH OF THE T INTERSECTION
 BX1050'WITH THE PUMP HOUSE IN THE NORTHWEST ANGLE, AND 1 FOOT EAST
 BX1050'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED COLONY
 BX1050'NO 1 1934, PROJECTING 14 INCHES.
 BX1050'
 BX1050'REFERENCE MARK NO. 2 IS 240.16 FEET SOUTHEAST OF THE STATION
 BX1050'AT THE NORTHEAST CORNER OF A BUILDING, 149 FEET EAST OF THE
 BX1050'CENTER OF A NORTH-SOUTH FIELD ROAD, 63 FEET NORTH OF THE CENTER
 BX1050'OF A ROAD LEADING EAST TO THE MAIN HOUSE, 85 FEET NORTHWEST
 BX1050'OF A 3-FOOT OAK TREE, 1.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 BX1050'OF A SMALL RED BUILDING AND ON THE PROJECTED PLANE OF THE
 BX1050'EAST WALL OF THE BUILDING, AND 14 FEET EAST OF A POWER POLE.
 BX1050'IT IS A STANDARD DISK, STAMPED COLONY NO 2 1934, PROJECTING
 BX1050'8 INCHES.
 BX1050'
 BX1050'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE NORTH
 BX1050'EDGE OF ALEXANDRIA, JUST WEST OF THE BRIDGE OVER RED RIVER,
 BX1050'GO WEST AND SOUTHWEST ON U.S. HIGHWAYS 167 AND 165, FOR 1.1
 BX1050'MILES TO THE JUNCTION WITH STATE HIGHWAY 496, TURN RIGHT ON
 BX1050'STATE HIGHWAY 496 AND GO WEST FOR 5.25 MILES TO A CROSSROAD,
 BX1050'TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A T INTERSECTION,
 BX1050'TURN RIGHT AND GO EAST FOR ABOUT 100 YARDS TO A SIDE ROAD
 BX1050'LEFT AND A PUMP HOUSE IN THE NORTHWEST ANGLE, TURN LEFT AND
 BX1050'GO NORTH FOR 0.1 MILE TO THE STATION ON THE LEFT, AND A RED
 BX1050'BUILDING ON THE RIGHT.
 BX1050
 BX1050                          STATION RECOVERY (1961)
 BX1050
 BX1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 BX1050'6.5 MI W FROM ALEXANDRIA.
 BX1050'LOCATED 1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 AND 167 FROM THE
 BX1050'PACIFIC CIRCLE JUST WEST OF THE RED RIVER BRIDGE, THENCE TURN WEST ON
 BX1050'STATE HIGHWAY 496 FOR 5.25 MILES TO A CROSS ROAD, TURN RIGHT AND GO
 BX1050'NORTH FOR .1 MILE TO A T INTERSECTION, TURN EAST (RIGHT) FOR ABOUT 100
 BX1050'YARDS, TURN LEFT AND GO NORTH FOR ABOUT 100 YARDS TO THE MARK ON THE
 BX1050'LEFT AT THE EDGE OF A CULTIVATED FIELD, NEAR THE SOUTHWEST CORNER OF
 BX1050'THE ENGLAND AIR FORCE BASE ON PROPERTY OWNED BY THE STATE OF LOUISIANA
 BX1050'ON THE LOUISIANA STATE HOSPITAL FARM.  IT IS ABOUT 0.1 MILE EAST OF
 BX1050'TWIN SILOS IN THE FIELD, 126 FEET NORTHWEST OF A POWER POLE WITH A
 BX1050'LIGHT METER AND WIRES LEADING THREE DIRECTIONS, 156 FEET NORTHWEST OF
 BX1050'THE NORTHWEST CORNER OF A RED BUILDING NEAR A NORTH SOUTH ROAD, 48
 BX1050'FEET WEST OF THE WEST EDGE OF A DITCH, 459 FEET NORTH OF A T
 BX1050'INTERSECTION OF A FARM ROAD AT A PUMP HOUSE, 109 FEET NORTHEAST OF THE
 BX1050'NORTHEAST CORNER OF A SMALL TIN PUMP HOUSE IN THE FIELD, 65 FEET WEST
 BX1050'OF THE CENTER OF THE NORHT-SOUTH FIELD ROAD, AND 1 FOOT WEST OF A
 BX1050'METAL WITNESS POST.  IT IS A STANDARD TRIANGULATION DISK, SET IN THE
 BX1050'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BX1050
 BX1050                          STATION RECOVERY (1966)
 BX1050
 BX1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX1050'MARK NOT FOUND.
 BX1050
 BX1050                          STATION RECOVERY (1969)
 BX1050
 BX1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1050'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BX1050'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS REPORTED
 BX1050'DESTROYED IN 1944.  A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS
 BX1050'PARTY.
 BX1050'
 BX1050'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 BX1050'
 BX1050'THE STATION IS ABOUT 6 MILES WEST OF ALEXANDRIA AND 3-1/2 MILES
 BX1050'SOUTHWEST OF RAPIDES, ON THE WEST SIDE OF THE ENGLAND AIR FORCE
 BX1050'BASE, IN A CULTIVATED FIELD OWNED BY THE LOUISIANA STATE HOSPITAL
 BX1050'FARM.
 BX1050'
 BX1050'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE NORTH EDGE OF
 BX1050'ALEXANDRIA, JUST WEST OF THE BRIDGE OVER THE RED RIVER, GO WEST AND
 BX1050'SOUTHWEST ON U.S. HIGHWAYS 165 AND 167 FOR 1.05 MILES TO THE
 BX1050'JUNCTION OF STATE HIGHWAY 496 AT A TRAFFIC LIGHT.  TURN RIGHT
 BX1050'GO WESTERLY ON HIGHWAY 496 FOR 5.65 MILES TO A CROSSROAD, STATE
 BX1050'HIGHWAY 1202.  TURN RIGHT AND GO NORTH ON HIGHWAY 1202 FOR 0.1
 BX1050'MILE TO A SIDE ROAD RIGHT.  (CONTINUE NORTHERLY ON HIGHWAY 1202
 BX1050'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN RIGHT AND GO
 BX1050'EAST ON A DIRT ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT AND A
 BX1050'PUMP HOUSE IN THE NORTHWEST ANGLE.  TURN LEFT AND GO NORTH ON A
 BX1050'DIRT ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT, ON THE WEST
 BX1050'SIDE OF AN IRRIGATION DITCH AND ABANDONED FARM BUILDINGS
 BX1050'ON THE RIGHT.
 BX1050'
 BX1050'THE STATION MARK IS A STANDARD DISK STAMPED COLONY 1934, SET IN THE
 BX1050'TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 BX1050'GROUND.  IT IS 180 FEET NORTHWEST OF THE CENTER OF A FIELD
 BX1050'APPROACH, 127 FEET NORTH-NORTHWEST OF A POWER POLE, 105 FEET
 BX1050'NORTH-NORTHEAST OF A POWER POLE BY A METAL BUILDING, 47 FEET WEST
 BX1050'OF AN IRRIGATION DITCH, 45 FEET WEST OF A 6-INCH IRRIGATION PIPE
 BX1050'AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 BX1050'
 BX1050'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COLONY NO 1 1934,
 BX1050'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 18 INCHES
 BX1050'ABOVE THE SURFACE OF THE GROUND.  IT IS 6 FEET NORTHEAST OF A WATER
 BX1050'VALVE IN PIPE LINE, 5 FEET WEST OF THE CENTER OF THE IRRIGATION
 BX1050'DITCH AND 1 FOOT EAST OF A METAL WITNESS POST.
 BX1050'
 BX1050'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COLONY NO 2 1934,
 BX1050'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 BX1050'ABOVE THE SURFACE OF THE GROUND.  IT IS 88 FEET NORTHWEST OF A
 BX1050'48-INCH OAK TREE, 14 FEET EAST OF A POWER POLE, 6.5 FEET SOUTH OF
 BX1050'A 30-INCH HIGH BRICK WALL AND 1.5 FEET NORTH OF THE NORTHEAST
 BX1050'CORNER OF A BUILDING.
 BX1050'
 BX1050'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLONY 1934 NO 2 1969,
 BX1050'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX1050'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 21 FEET
 BX1050'WEST OF THE CENTER OF HIGHWAY 1202, 2.5 FEET NORTH OF A METAL
 BX1050'WITNESS POST, 1.5 FEET NORTH-NORTHEAST OF RAILROAD TIE USED AS A
 BX1050'FENCE POST IN A FENCELINE AND 1.5 FEET SOUTHEAST OF A RAILROAD
 BX1050'TIE USED AS A FENCE POST.
 BX1050'
 BX1050'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1050'6 MILES WEST OF ALEXANDRIA.
 BX1050
 BX1050                          STATION RECOVERY (1977)
 BX1050
 BX1050'RECOVERY NOTE BY US AIR FORCE 1977 (JF)
 BX1050'COLONY 1934 RECOVERED GOOD.
 BX1050'
 BX1050'(RM) NO 1 1934 RECOVERED GOOD.
 BX1050'
 BX1050'(AZ MK) COLONY 1934, 1969 RECOVERED GOOD.
 BX1050'
 BX1050'POWER POLE AND METAL BUILDING, REFERED TO IN 1969 DESCRIPTION, HAVE
 BX1050'BEEN REMOVED.
 BX1050'
 BX1050'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST OF ALEXANDRIA,
 BX1050'1 MILE SW OF ENGLAND AFB.
 BX1050
 BX1050                          STATION RECOVERY (1987)
 BX1050
 BX1050'RECOVERY NOTE BY US AIR FORCE 1987 (WJ)
 BX1050'RECOVERED IN GOOD CONDITION.
 BX1050
 BX1050                          STATION RECOVERY (1991)
 BX1050
 BX1050'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BX1050'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF THE WEST SIDE OF
 BX1050'THE ENGLAND AIR FORCE BASE.  OWNERSHIP--MRS W.E.TAYLOR, PHONE
 BX1050'318-443-6192 OR MR. JOE WEEKS, PHONE 318-442-5697.
 BX1050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 3054
 BX1050'ABOUT 3.1 MI (5.0 KM) WEST OF ALEXANDRIA, GO NORTH FOR 1.2 MI
 BX1050'(1.9 KM) ON HIGHWAY 3054 TO THE JUNCTION OF STATE HIGHWAY 496, TURN
 BX1050'LEFT AND GO WEST FOR 1.05 MI (1.69 KM) ON HIGHWAY 496 TO THE JUNCTION
 BX1050'OF STATE HIGHWAY 1202, TURN RIGHT AND GO NORTHERLY FOR 0.30 MI
 BX1050'(0.48 KM) ON HIGHWAY 1202 TO A FIELD ROAD ON THE RIGHT, TURN RIGHT
 BX1050'AND GO NORTHEAST FOR 0.25 MI (0.40 KM) ON THE FIELD ROAD TO A TURN
 BX1050'ROW, TURN RIGHT AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO REFERENCE
 BX1050'MARK 1 ON THE LEFT, CONTINUE AHEAD FOR APPROXIMATELY 225.0 FT
 BX1050'(68.6 M) TO THE STATION ON THE RIGHT.
 BX1050'THE STATION IS 175.5 FT (53.5 M) SOUTH-SOUTHWEST FROM RM 1, 41.0 FT
 BX1050'(12.5 M) WEST FROM THE FIELD TURN ROW, 1.0 FT (0.3 M) WEST-SOUTHWEST
 BX1050'FROM A FIBERGLASS WITNESS POST, 1.0 FT (0.3 M) EAST FROM A WOODEN
 BX1050'POST WITH WITNESS SIGN ATTACHED, PROJECTING 4 INCHES ABOVE THE GROUND
 BX1050'SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THEW LEVEL OF THE HIGHWAY.
 BX1050
 BX1050                          STATION RECOVERY (1992)
 BX1050
 BX1050'RECOVERED 1992
 BX1050'RECOVERED IN GOOD CONDITION.
 BX1050
 BX1050                          STATION RECOVERY (1993)
 BX1050
 BX1050'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 BX1050'RECOVERED AS DESCRIBED.
 BX1050
 BX1050                          STATION RECOVERY (1994)
 BX1050
 BX1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 BX1050'RECOVERED AS DESCRIBED.
 BX1050
 BX1050                          STATION RECOVERY (1998)
 BX1050
 BX1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BX1050'RECOVERED AS DESCRIBED.  FOR ACCESS TO STATION CONTACT J.J.  DEKAISER,
 BX1050'FINKIE FARM, 189 SCHOOL HOUSE ROAD, PHONE 318-443-6643.  A KEY MUST BE
 BX1050'OBTAINED TO ACCESS THE FIELD ROAD.
 BX1050
 BX1050                          STATION RECOVERY (2006)
 BX1050
 BX1050'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BX1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1051 ***********************************************************************
 BX1051  DESIGNATION -  COLONY RM 1
 BX1051  PID         -  BX1051
 BX1051  STATE/COUNTY-  LA/RAPIDES
 BX1051  USGS QUAD   -  RAPIDES (1992)
 BX1051
 BX1051                         *CURRENT SURVEY CONTROL
 BX1051  ___________________________________________________________________
 BX1051* NAD 83(1986)-  31 18 52.     (N)    092 33 32.     (W)     SCALED    
 BX1051* NAVD 88     -        26.98   (+/-2cm)      88.5    (feet)  VERTCON   
 BX1051  ___________________________________________________________________
 BX1051  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX1051
 BX1051  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1051
 BX1051.The horizontal coordinates were scaled from a topographic map and have
 BX1051.an estimated accuracy of +/- 6 seconds.
 BX1051
 BX1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1051.The vertical order pertains to the NGVD 29 superseded value.
 BX1051
 BX1051.The geoid height was determined by GEOID03.
 BX1051
 BX1051;                    North         East    Units  Estimated Accuracy
 BX1051;SPC LA N     -    90,300.      994,400.      MT  (+/- 180 meters Scaled)
 BX1051
 BX1051                          SUPERSEDED SURVEY CONTROL
 BX1051
 BX1051  NGVD 29 (??/??/??)   26.971  (m)           88.49   (f) ADJUSTED    1 2
 BX1051
 BX1051.Superseded values are not recommended for survey control.
 BX1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1051.See file dsdata.txt to determine how the superseded data were derived.
 BX1051
 BX1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ419645(NAD 83)
 BX1051_MARKER: DR = REFERENCE MARK DISK
 BX1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1051_STAMPING: COLONY NO 1 1934
 BX1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1051+STABILITY: SURFACE MOTION
 BX1051
 BX1051  HISTORY     - Date     Condition        Report By
 BX1051  HISTORY     - 1934     MONUMENTED       CGS
 BX1051  HISTORY     - 1961     GOOD             CGS
 BX1051  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX1051  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1051
 BX1051                          STATION DESCRIPTION
 BX1051
 BX1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1051'6.5 MI W FROM ALEXANDRIA.
 BX1051'LOCATED 1.1 MILES SOUTHWEST ALONG U.S. STATE HIGHWAYS 165 AND 167 FROM
 BX1051'THE TRAFFIC CIRCLE, JUST WEST OF THE RED RIVER BRIDGE IN ALEXANDRIA,
 BX1051'THENCE TURN WEST ALONG STATE HIGHWAY 496 FOR 5.25 MILES TO A CROSS
 BX1051'ROAD, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A T INTERSECTION, TURN
 BX1051'RIGHT AND GO EAST FOR ABOUT 100 YARDS TO A FIELD ROAD LEFT, TURN LEFT
 BX1051'AND GO NORTH ALONG A FIELD ROAD FOR ABOUT 600 FEET TO THE MARK ON THE
 BX1051'LEFT.  IT IS 174.21 FEET NORTHEAST OF TRIANGULATION STATION COLONY
 BX1051'1934, 2 FEET WEST OF THE WEST EDGE OF A NORTH SOUTH DITCH, 24 FEET
 BX1051'WEST OF THE CENTER OF A FIELD ROAD AND 608 FEET NORTH OF A T
 BX1051'INTERSECTION OF FIELD ROADS.  IT IS A STANDARD REFERENCE MARK DISK SET
 BX1051'IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES. IT IS 1 FOOT EAST
 BX1051'OF A METAL WITNESS POST.
 BX1051
 BX1051                          STATION RECOVERY (1966)
 BX1051
 BX1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX1051'MARK NOT FOUND.
 BX1051
 BX1051                          STATION RECOVERY (1999)
 BX1051
 BX1051'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2685 ***********************************************************************
 CQ2685  DESIGNATION -  COLSONS
 CQ2685  PID         -  CQ2685
 CQ2685  STATE/COUNTY-  LA/UNION
 CQ2685  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ2685
 CQ2685                         *CURRENT SURVEY CONTROL
 CQ2685  ___________________________________________________________________
 CQ2685* NAD 83(1992)-  32 39 15.78866(N)    092 11 38.87329(W)     ADJUSTED  
 CQ2685* NAVD 88     -        45.89   (+/-2cm)     150.6    (feet)  VERTCON   
 CQ2685  ___________________________________________________________________
 CQ2685  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CQ2685  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2685
 CQ2685  HORZ ORDER  -  SECOND
 CQ2685  VERT ORDER  -  THIRD ? (See Below)
 CQ2685
 CQ2685.The horizontal coordinates were established by classical geodetic methods
 CQ2685.and adjusted by the National Geodetic Survey in September 1999..
 CQ2685
 CQ2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2685.The vertical order pertains to the NGVD 29 superseded value.
 CQ2685
 CQ2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2685
 CQ2685.The geoid height was determined by GEOID03.
 CQ2685
 CQ2685;                    North         East     Units Scale Factor Converg.
 CQ2685;SPC LA N     -   238,915.482 1,028,695.204   MT  0.99999722   +0 09 42.2
 CQ2685;SPC LA N     -   783,841.88  3,374,977.52   sFT  0.99999722   +0 09 42.2
 CQ2685;UTM  15      - 3,613,259.955   575,574.063   MT  0.99967043   +0 26 05.4
 CQ2685
 CQ2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2685!SPC LA N     -   0.99999687  x   0.99999722  =   0.99999409
 CQ2685!UTM  15      -   0.99999687  x   0.99967043  =   0.99966730
 CQ2685
 CQ2685:                Primary Azimuth Mark                     Grid Az
 CQ2685:SPC LA N     -  COLE                                     149 11 41.1
 CQ2685:UTM  15      -  COLE                                     148 55 17.9
 CQ2685
 CQ2685|---------------------------------------------------------------------|
 CQ2685| PID    Reference Object                     Distance      Geod. Az  |
 CQ2685|                                                           dddmmss.s |
 CQ2685| CQ2668 COLE                                APPROX.13.1 KM 1492123.3 |
 CQ2685| CY4120 COLSONS RM 1                         33.537 METERS 19205     |
 CQ2685| CY4121 COLSONS RM 2                         33.754 METERS 29203     |
 CQ2685|---------------------------------------------------------------------|
 CQ2685
 CQ2685                          SUPERSEDED SURVEY CONTROL
 CQ2685
 CQ2685  NAD 83(1992)-  32 39 15.78941(N)    092 11 38.87302(W) AD(       ) 2
 CQ2685  NAD 83(1986)-  32 39 15.80190(N)    092 11 38.86512(W) AD(       ) 2
 CQ2685  NAD 27      -  32 39 15.29600(N)    092 11 38.37700(W) AD(       ) 2
 CQ2685  NGVD 29 (07/19/86)   45.97   (m)          150.8    (f) LEVELING    3  
 CQ2685
 CQ2685.Superseded values are not recommended for survey control.
 CQ2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2685.See file dsdata.txt to determine how the superseded data were derived.
 CQ2685
 CQ2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7557413260(NAD 83)
 CQ2685_MARKER: DS = TRIANGULATION STATION DISK
 CQ2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2685
 CQ2685  HISTORY     - Date     Condition        Report By
 CQ2685  HISTORY     - 1952     MONUMENTED       CGS
 CQ2685  HISTORY     - 19771129 MARK NOT FOUND   USGS
 CQ2685
 CQ2685                          STATION DESCRIPTION
 CQ2685
 CQ2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2685'THE STATION IS ABOUT 15 MILES SOUTHEAST OF FARMERVILLE,
 CQ2685'11 MILES NORTHWEST OF MONROE, 2 MILES SOUTH OF THE SMALL
 CQ2685'VILLAGE OF COLSONS, ON A PINE-COVERED RIDGE IN THE SOUTH
 CQ2685'PART OF SECTION 6, R 2 E, T 19 N, 46 FEET EAST OF THE CENTER
 CQ2685'OF A GRAVELED ROAD, 17 FEET NORTH OF A 14-INCH PINE TREE,
 CQ2685'AND 15 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.
 CQ2685'
 CQ2685'TO REACH THE STATION FROM THE CROSS ROAD IN THE SMALL VILLAGE
 CQ2685'OF COLSONS, GO SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO
 CQ2685'THE STATION ON THE LEFT.
 CQ2685'
 CQ2685'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2685'COLSONS 1952.
 CQ2685'
 CQ2685'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTER OF A GRAVELED
 CQ2685'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ2685'COLSONS NO 1 1952.
 CQ2685'
 CQ2685'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTER OF A GRAVELED
 CQ2685'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2685'COLSONS NO 2 1952.
 CQ2685'
 CQ2685'THERE WAS NO POINT VISIBLE FROM THE GROUND AT WHICH AN AZIMUTH
 CQ2685'MARK COULD BE SET.
 CQ2685'
 CQ2685'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CQ2685
 CQ2685                          STATION RECOVERY (1977)
 CQ2685
 CQ2685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GS)
 CQ2685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6176 ***********************************************************************
 AH6176  DESIGNATION -  COLUMBIA
 AH6176  PID         -  AH6176
 AH6176  STATE/COUNTY-  LA/TERREBONNE
 AH6176  USGS QUAD   -  HUMPHREYS (1980)
 AH6176
 AH6176                         *CURRENT SURVEY CONTROL
 AH6176  ___________________________________________________________________
 AH6176* NAD 83(1992)-  29 36 30.85078(N)    090 50 49.20815(W)     ADJUSTED  
 AH6176* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6176  **This station is located in a subsidence area (see below).
 AH6176  ___________________________________________________________________
 AH6176  X           -     -82,039.616 (meters)                     COMP
 AH6176  Y           -  -5,549,195.704 (meters)                     COMP
 AH6176  Z           -   3,132,711.463 (meters)                     COMP
 AH6176  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6176  ELLIP HEIGHT-         -24.00  (meters)          (02/21/02) GPS OBS
 AH6176  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6176
 AH6176  HORZ ORDER  -  FIRST
 AH6176  ELLP ORDER  -  FIFTH     CLASS I
 AH6176
 AH6176.The horizontal coordinates were established by GPS observations
 AH6176.and adjusted by the National Geodetic Survey in December 1998..
 AH6176
 AH6176 ** The orthometric height has not been validated since last determined
 AH6176 ** by differential leveling and should not be used for control purposes.
 AH6176 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6176 ** area with valid NAVD 88 orthometric heights.
 AH6176 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6176 ** epoch indicated which incorporates improved geoid heights for the
 AH6176 ** Southern Louisiana Subsidence area.
 AH6176 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6176.The orthometric height was determined by GPS observations and a
 AH6176.high-resolution geoid model.
 AH6176
 AH6176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6176
 AH6176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6176
 AH6176.The ellipsoidal height was determined by GPS observations
 AH6176.and is referenced to NAD 83.
 AH6176
 AH6176.The geoid height was determined by GEOID03.
 AH6176
 AH6176;                    North         East     Units Scale Factor Converg.
 AH6176;SPC LA S     -   122,979.535 1,047,104.790   MT  0.99994903   +0 14 35.4
 AH6176;SPC LA S     -   403,475.36  3,435,376.30   sFT  0.99994903   +0 14 35.4
 AH6176;UTM  15      - 3,277,348.918   708,487.016   MT  1.00013635   +1 03 50.8
 AH6176
 AH6176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6176!SPC LA S     -   1.00000377  x   0.99994903  =   0.99995280
 AH6176!UTM  15      -   1.00000377  x   1.00013635  =   1.00014012
 AH6176
 AH6176                          SUPERSEDED SURVEY CONTROL
 AH6176
 AH6176  ELLIP H (12/17/98)  -23.97   (m)                       GP(       ) 4 2
 AH6176
 AH6176.Superseded values are not recommended for survey control.
 AH6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6176.See file dsdata.txt to determine how the superseded data were derived.
 AH6176
 AH6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0848777349(NAD 83)
 AH6176_MARKER: I = METAL ROD
 AH6176_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6176_STAMPING: COLUMBIA
 AH6176_MARK LOGO: LA-109
 AH6176_PROJECTION: RECESSED 10 CENTIMETERS
 AH6176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6176+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6176_ROD/PIPE-DEPTH: 18.3 meters
 AH6176_SLEEVE-DEPTH  :  0.9 meters
 AH6176
 AH6176  HISTORY     - Date     Condition        Report By
 AH6176  HISTORY     - 1995     MONUMENTED       MPHI
 AH6176
 AH6176                          STATION DESCRIPTION
 AH6176
 AH6176'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6176'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6176'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6176'HWY 90 AND TRAVEL WEST 10.95 MI (17.62 KM) TO THE STATION ON THE LEFT.
 AH6176'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE
 AH6176'STATION IS 33.50 FT (10.21 M) SOUTH OF THE CENTERLINE OF HWY 90, 77.10
 AH6176'FT (23.50 M) WEST OF THE LIGHT POLE, 11.70 FT (3.57 M) NORTHWEST OF
 AH6176'THE COLUMBIA GULF PIPELINE VENT, AND 53.70 FT (16.37 M) EAST OF THE
 AH6176'FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0830 ***********************************************************************
 CQ0830  DESIGNATION -  COLUMBIA 1
 CQ0830  PID         -  CQ0830
 CQ0830  STATE/COUNTY-  LA/CALDWELL
 CQ0830  USGS QUAD   -  RIVERTON (1989)
 CQ0830
 CQ0830                         *CURRENT SURVEY CONTROL
 CQ0830  ___________________________________________________________________
 CQ0830* NAD 83(1986)-  32 10 25.     (N)    092 06 24.     (W)     SCALED    
 CQ0830* NAVD 88     -        31.35   (+/-2cm)     102.9    (feet)  VERTCON   
 CQ0830  ___________________________________________________________________
 CQ0830  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0830
 CQ0830  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0830
 CQ0830.The horizontal coordinates were scaled from a topographic map and have
 CQ0830.an estimated accuracy of +/- 6 seconds.
 CQ0830
 CQ0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0830.The vertical order pertains to the NGVD 29 superseded value.
 CQ0830
 CQ0830.The geoid height was determined by GEOID03.
 CQ0830
 CQ0830;                    North         East    Units  Estimated Accuracy
 CQ0830;SPC LA N     -   185,630.    1,037,090.      MT  (+/- 180 meters Scaled)
 CQ0830
 CQ0830                          SUPERSEDED SURVEY CONTROL
 CQ0830
 CQ0830  NGVD 29 (??/??/??)   31.382  (m)          102.96   (f) ADJUSTED    1 2
 CQ0830
 CQ0830.Superseded values are not recommended for survey control.
 CQ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0830.See file dsdata.txt to determine how the superseded data were derived.
 CQ0830
 CQ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR842600(NAD 83)
 CQ0830_MARKER: DD = SURVEY DISK
 CQ0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0830_STAMPING: COLUMBIA-1 1964
 CQ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0830+STABILITY: SURFACE MOTION
 CQ0830
 CQ0830  HISTORY     - Date     Condition        Report By
 CQ0830  HISTORY     - 1964     MONUMENTED       DOD
 CQ0830  HISTORY     - 1966     GOOD             CGS
 CQ0830
 CQ0830                          STATION DESCRIPTION
 CQ0830
 CQ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0830'9.2 MI NW FROM COLUMBIA.
 CQ0830'ABOUT 7.1 MILES NORTH ALONG U. S. HIGHWAY 165 FROM THE SOUTHWEST END
 CQ0830'OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.6 MILE
 CQ0830'SOUTHWEST ALONG A GRAVELED ROAD, THENCE ABOUT 0.2 MILE SOUTHEAST
 CQ0830'ACROSS THE QUACHITA RIVER, THENCE ABOUT 1.3 MILES SOUTHWEST ALONG A
 CQ0830'GRAVELED ROAD, IN SECTION 25, T 14 N, R 3 E, ABOUT 0.3 MILE SOUTHWEST
 CQ0830'OF THE COLUMBIA LOCK AND DAM WHICH IS PRESENTLY UNDER CONSTRUCTION, ON
 CQ0830'THE WEST SIDE OF THE NEW RIVER CHANNEL, ON THE TOP OF A LONG NARROW
 CQ0830'RIDGE BETWEEN THE ROAD AND THE RIVER, 105 FEET EAST OF THE CENTER LINE
 CQ0830'OF A ROAD LEADING TO THE WEST SIDE OF THE NEW LOCK AND DAM, 0.9 FOOT
 CQ0830'NORTH OF A METAL WITNESS POST, ABOUT 30 FEET ABOVE THE LEVEL OF THE
 CQ0830'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0374 ***********************************************************************
 CQ0374  DESIGNATION -  COLUMBIA AZ MK
 CQ0374  PID         -  CQ0374
 CQ0374  STATE/COUNTY-  LA/CALDWELL
 CQ0374  USGS QUAD   -  COLUMBIA (1989)
 CQ0374
 CQ0374                         *CURRENT SURVEY CONTROL
 CQ0374  ___________________________________________________________________
 CQ0374* NAD 83(1986)-  32 05 22.     (N)    092 05 22.     (W)     SCALED    
 CQ0374* NAVD 88     -        63.62   (+/-2cm)     208.7    (feet)  VERTCON   
 CQ0374  ___________________________________________________________________
 CQ0374  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0374
 CQ0374  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0374
 CQ0374.The horizontal coordinates were scaled from a topographic map and have
 CQ0374.an estimated accuracy of +/- 6 seconds.
 CQ0374
 CQ0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0374.The vertical order pertains to the NGVD 29 superseded value.
 CQ0374
 CQ0374.The geoid height was determined by GEOID03.
 CQ0374
 CQ0374;                    North         East    Units  Estimated Accuracy
 CQ0374;SPC LA N     -   176,300.    1,038,750.      MT  (+/- 180 meters Scaled)
 CQ0374
 CQ0374                          SUPERSEDED SURVEY CONTROL
 CQ0374
 CQ0374  NGVD 29 (??/??/??)   63.635  (m)          208.78   (f) ADJUSTED    1 2
 CQ0374
 CQ0374.Superseded values are not recommended for survey control.
 CQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0374.See file dsdata.txt to determine how the superseded data were derived.
 CQ0374
 CQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR859507(NAD 83)
 CQ0374_MARKER: DZ = AZIMUTH MARK DISK
 CQ0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0374_STAMPING: COLUMBIA 1941
 CQ0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0374+STABILITY: SURFACE MOTION
 CQ0374
 CQ0374  HISTORY     - Date     Condition        Report By
 CQ0374  HISTORY     - 1941     MONUMENTED       CGS
 CQ0374  HISTORY     - 1966     GOOD             CGS
 CQ0374  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0374  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0374
 CQ0374                          STATION DESCRIPTION
 CQ0374
 CQ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0374'1.5 MI SW FROM COLUMBIA.
 CQ0374'ABOUT 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST
 CQ0374'END OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 20,
 CQ0374'T 13 N, R 4 E, ABOUT 0.35 MILE NORTH OF THE Y-JUNCTION OF STATE
 CQ0374'HIGHWAY 4, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 849,
 CQ0374'47 FEET NORTH OF THE NORTH CORNER OF A GROCERY STORE, 40 FEET WEST OF
 CQ0374'THE CENTER LINE OF THE HIGHWAY, 25 1/2 FEET NORTH OF A POWER POLE, 24
 CQ0374'1/2 FEET SOUTH OF FEDERAL APPROVED PROJECT CONCRETE MARKER NUMBER
 CQ0374'196(7), ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 CQ0374'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ0374
 CQ0374                          STATION RECOVERY (1985)
 CQ0374
 CQ0374'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0374'MARK NOT FOUND.
 CQ0374
 CQ0374                          STATION RECOVERY (1990)
 CQ0374
 CQ0374'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2780 ***********************************************************************
 CQ2780  DESIGNATION -  COLUMBIA HTS MICROWAVE KKL 442
 CQ2780  PID         -  CQ2780
 CQ2780  STATE/COUNTY-  LA/CALDWELL
 CQ2780  USGS QUAD   -  COLUMBIA (1989)
 CQ2780
 CQ2780                         *CURRENT SURVEY CONTROL
 CQ2780  ___________________________________________________________________
 CQ2780* NAD 83(1992)-  32 05 19.12546(N)    092 05 35.38523(W)     ADJUSTED  
 CQ2780* NAVD 88     -                                                        
 CQ2780  ___________________________________________________________________
 CQ2780  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 CQ2780  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ2780
 CQ2780  HORZ ORDER  -  THIRD
 CQ2780
 CQ2780.The horizontal coordinates were established by classical geodetic methods
 CQ2780.and adjusted by the National Geodetic Survey in January 1993..
 CQ2780
 CQ2780
 CQ2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2780
 CQ2780.The geoid height was determined by GEOID03.
 CQ2780
 CQ2780;                    North         East     Units Scale Factor Converg.
 CQ2780;SPC LA N     -   176,213.433 1,038,403.120   MT  0.99991917   +0 12 54.3
 CQ2780;SPC LA N     -   578,126.90  3,406,827.57   sFT  0.99991917   +0 12 54.3
 CQ2780;UTM  15      - 3,550,621.270   585,574.698   MT  0.99969031   +0 28 54.4
 CQ2780
 CQ2780                          SUPERSEDED SURVEY CONTROL
 CQ2780
 CQ2780  NAD 83(1986)-  32 05 19.13960(N)    092 05 35.37749(W) AD(       ) 4
 CQ2780  NAD 27      -  32 05 18.57289(N)    092 05 34.88814(W) AD(       ) 3
 CQ2780
 CQ2780.Superseded values are not recommended for survey control.
 CQ2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2780.See file dsdata.txt to determine how the superseded data were derived.
 CQ2780
 CQ2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8557550621(NAD 83)
 CQ2780_MARKER: 44 = MICROWAVE MAST
 CQ2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2780+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 CQ2780
 CQ2780  HISTORY     - Date     Condition        Report By
 CQ2780  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2780  HISTORY     - 1990     GOOD             USPSQD
 CQ2780  HISTORY     - 1991     GOOD             USPSQD
 CQ2780  HISTORY     - 20041116 GOOD             USPSQD
 CQ2780
 CQ2780                          STATION DESCRIPTION
 CQ2780
 CQ2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2780'STATION IS THE RED LIGHT AT TOP OF THE COLUMBIA HEIGHTS
 CQ2780'LOUISIANA POWER AND LIGHT COMPANY MICROWAVE KKL 442 MAST
 CQ2780'WHICH IS A TRIANGULAR SHAPED SKELETON STEEL STRUCTURE, 320
 CQ2780'FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE SECTIONS, HAS
 CQ2780'TWO FAN TYPE ANTENNAE AT TOP AND TWO ABOUT 30 FEET BELOW
 CQ2780'THE TOP.
 CQ2780'
 CQ2780'LOCATED IN THE SOUTHWEST SECTION OF COLUMBIA HEIGHTS, 0.5
 CQ2780'MILE WEST OF U.S. HIGHWAY 165 AND ON FENCED COMPANY GROUNDS.
 CQ2780
 CQ2780                          STATION RECOVERY (1990)
 CQ2780
 CQ2780'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2780'RECOVERED IN GOOD CONDITION.
 CQ2780
 CQ2780                          STATION RECOVERY (1991)
 CQ2780
 CQ2780'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2780'RECOVERED IN GOOD CONDITION.
 CQ2780
 CQ2780                          STATION RECOVERY (2004)
 CQ2780
 CQ2780'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CQ2780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2778 ***********************************************************************
 CQ2778  DESIGNATION -  COLUMBIA HTS MUN TK
 CQ2778  PID         -  CQ2778
 CQ2778  STATE/COUNTY-  LA/CALDWELL
 CQ2778  USGS QUAD   -  COLUMBIA (1989)
 CQ2778
 CQ2778                         *CURRENT SURVEY CONTROL
 CQ2778  ___________________________________________________________________
 CQ2778* NAD 83(1992)-  32 05 41.66183(N)    092 05 12.36985(W)     ADJUSTED  
 CQ2778* NAVD 88     -                                                        
 CQ2778  ___________________________________________________________________
 CQ2778  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CQ2778  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2778
 CQ2778  HORZ ORDER  -  THIRD
 CQ2778
 CQ2778.The horizontal coordinates were established by classical geodetic methods
 CQ2778.and adjusted by the National Geodetic Survey in January 1993..
 CQ2778
 CQ2778
 CQ2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2778
 CQ2778.The geoid height was determined by GEOID03.
 CQ2778
 CQ2778;                    North         East     Units Scale Factor Converg.
 CQ2778;SPC LA N     -   176,909.828 1,039,003.948   MT  0.99991950   +0 13 06.5
 CQ2778;SPC LA N     -   580,411.66  3,408,798.79   sFT  0.99991950   +0 13 06.5
 CQ2778;UTM  15      - 3,551,320.295   586,172.141   MT  0.99969157   +0 29 06.9
 CQ2778
 CQ2778                          SUPERSEDED SURVEY CONTROL
 CQ2778
 CQ2778  NAD 83(1986)-  32 05 41.67617(N)    092 05 12.36207(W) AD(       ) 4
 CQ2778  NAD 27      -  32 05 41.11154(N)    092 05 11.87434(W) AD(       ) 3
 CQ2778
 CQ2778.Superseded values are not recommended for survey control.
 CQ2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2778.See file dsdata.txt to determine how the superseded data were derived.
 CQ2778
 CQ2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8617251320(NAD 83)
 CQ2778_MARKER: 53 = ELEVATED TANK
 CQ2778
 CQ2778  HISTORY     - Date     Condition        Report By
 CQ2778  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2778  HISTORY     - 1990     GOOD             USPSQD
 CQ2778  HISTORY     - 1991     GOOD             USPSQD
 CQ2778
 CQ2778                          STATION DESCRIPTION
 CQ2778
 CQ2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2778'STATION IS THE STEEL BALL AT TOP-CENTER OF THE COLUMBIA
 CQ2778'HEIGHTS MUNICIPAL WATER TANK WHICH IS A SPHERE TYPE STEEL
 CQ2778'TANK, SILVER IN COLOR, HAS COLUMBIA HEIGHTS WATER DISTRICT
 CQ2778'ON SIDE OF TANK AND IS 65 FEET IN HEIGHT.
 CQ2778'
 CQ2778'LOCATED IN THE SMALL COMMUNITY OF COLUMBIA HEIGHTS, ABOUT
 CQ2778'1 MILE SOUTH OF THE COLUMBIA POST OFFICE, 300 FEET WEST OF
 CQ2778'U.S. HIGHWAY 165 AND 50 FEET EAST OF A GRAVELED ROAD.
 CQ2778
 CQ2778                          STATION RECOVERY (1990)
 CQ2778
 CQ2778'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2778'RECOVERED IN GOOD CONDITION.
 CQ2778
 CQ2778                          STATION RECOVERY (1991)
 CQ2778
 CQ2778'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2773 ***********************************************************************
 CQ2773  DESIGNATION -  COLUMBIA MUNICIPAL TANK
 CQ2773  PID         -  CQ2773
 CQ2773  STATE/COUNTY-  LA/CALDWELL
 CQ2773  USGS QUAD   -  COLUMBIA (1989)
 CQ2773
 CQ2773                         *CURRENT SURVEY CONTROL
 CQ2773  ___________________________________________________________________
 CQ2773* NAD 83(1992)-  32 06 16.19320(N)    092 04 48.72214(W)     ADJUSTED  
 CQ2773* NAVD 88     -                                                        
 CQ2773  ___________________________________________________________________
 CQ2773  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CQ2773  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2773
 CQ2773  HORZ ORDER  -  THIRD
 CQ2773
 CQ2773.The horizontal coordinates were established by classical geodetic methods
 CQ2773.and adjusted by the National Geodetic Survey in January 1993..
 CQ2773
 CQ2773
 CQ2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2773
 CQ2773.The geoid height was determined by GEOID03.
 CQ2773
 CQ2773;                    North         East     Units Scale Factor Converg.
 CQ2773;SPC LA N     -   177,975.766 1,039,619.841   MT  0.99992003   +0 13 19.0
 CQ2773;SPC LA N     -   583,908.83  3,410,819.43   sFT  0.99992003   +0 13 19.0
 CQ2773;UTM  15      - 3,552,388.847   586,782.924   MT  0.99969288   +0 29 19.9
 CQ2773
 CQ2773                          SUPERSEDED SURVEY CONTROL
 CQ2773
 CQ2773  NAD 83(1986)-  32 06 16.20750(N)    092 04 48.71433(W) AD(       ) 4
 CQ2773  NAD 27      -  32 06 15.64258(N)    092 04 48.22655(W) AD(       ) 3
 CQ2773
 CQ2773.Superseded values are not recommended for survey control.
 CQ2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2773.See file dsdata.txt to determine how the superseded data were derived.
 CQ2773
 CQ2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8678352389(NAD 83)
 CQ2773_MARKER: 53 = ELEVATED TANK
 CQ2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2773+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 CQ2773
 CQ2773  HISTORY     - Date     Condition        Report By
 CQ2773  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2773  HISTORY     - 1971     GOOD             NGS
 CQ2773  HISTORY     - 1990     GOOD             USPSQD
 CQ2773  HISTORY     - 1991     GOOD             USPSQD
 CQ2773  HISTORY     - 20041116 GOOD             USPSQD
 CQ2773
 CQ2773                          STATION DESCRIPTION
 CQ2773
 CQ2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ2773'STATION IS IN THE SW PART OF THE CITY OF COLUMBIA, IN THE
 CQ2773'SW ANGLE OF THE INTERSECTION OF LAKESIDE AND BOYD STREETS.
 CQ2773'
 CQ2773'THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE OF
 CQ2773'STEEL CONSTRUCTION, THE TANK PAINTED ALUMINUM, THE TOWER
 CQ2773'BLACK.  THE TANK HAS A LIGHT MOUNTED AT THE APPROXIMATE
 CQ2773'CENTER OF THE CONE-SHAPED TOP.  IT IS ABOUT 150 FEET IN
 CQ2773'HEIGHT AND WAS ERECTED IN 1928 BY THE LOUISIANA POWER AND
 CQ2773'LIGHT COMPANY.  IT IS MARKED BY AN L WITHIN A CIRCLE.
 CQ2773
 CQ2773                          STATION RECOVERY (1971)
 CQ2773
 CQ2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2773'STATION IS A STEEL BALL AT TOP-CENTER OF THE COLUMBIA
 CQ2773'MUNICIPAL WATER TANK 1941 WHICH IS A CYLINDRICAL SHAPED
 CQ2773'STEEL TANK WITH A CONNICAL SHAPED ROOF.  TANK IS 150 FEET IN
 CQ2773'HEIGHT, SILVER IN COLOR WITH COLUMBIA PRINTED IN BLACK
 CQ2773'LETTERS ON SIDE OF TANK AND SUPPORTED BY 4 STEEL LEGS.
 CQ2773'
 CQ2773'LOCATED IN THE SOUTHWEST SECTION OF COLUMBIA, 0.1 MILE
 CQ2773'WEST OF U.S. HIGHWAY 165 AND 300 FEET SOUTH OF THE
 CQ2773'BLANKS-BOYD STREETS JUNCTION.
 CQ2773
 CQ2773                          STATION RECOVERY (1990)
 CQ2773
 CQ2773'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2773'RECOVERED IN GOOD CONDITION.
 CQ2773
 CQ2773                          STATION RECOVERY (1991)
 CQ2773
 CQ2773'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2773'RECOVERED IN GOOD CONDITION.
 CQ2773
 CQ2773                          STATION RECOVERY (2004)
 CQ2773
 CQ2773'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CQ2773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2779 ***********************************************************************
 CQ2779  DESIGNATION -  COLUMBIA RAD STA KCTL MAST
 CQ2779  PID         -  CQ2779
 CQ2779  STATE/COUNTY-  LA/CALDWELL
 CQ2779  USGS QUAD   -  COLUMBIA (1989)
 CQ2779
 CQ2779                         *CURRENT SURVEY CONTROL
 CQ2779  ___________________________________________________________________
 CQ2779* NAD 83(1992)-  32 05 38.94014(N)    092 05 24.64751(W)     ADJUSTED  
 CQ2779* NAVD 88     -                                                        
 CQ2779  ___________________________________________________________________
 CQ2779  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CQ2779  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ2779
 CQ2779  HORZ ORDER  -  THIRD
 CQ2779
 CQ2779.The horizontal coordinates were established by classical geodetic methods
 CQ2779.and adjusted by the National Geodetic Survey in January 1993..
 CQ2779
 CQ2779
 CQ2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2779
 CQ2779.The geoid height was determined by GEOID03.
 CQ2779
 CQ2779;                    North         East     Units Scale Factor Converg.
 CQ2779;SPC LA N     -   176,824.779 1,038,682.361   MT  0.99991946   +0 13 00.0
 CQ2779;SPC LA N     -   580,132.63  3,407,743.71   sFT  0.99991946   +0 13 00.0
 CQ2779;UTM  15      - 3,551,233.769   585,851.027   MT  0.99969089   +0 29 00.3
 CQ2779
 CQ2779                          SUPERSEDED SURVEY CONTROL
 CQ2779
 CQ2779  NAD 83(1986)-  32 05 38.95421(N)    092 05 24.63974(W) AD(       ) 4
 CQ2779  NAD 27      -  32 05 38.38730(N)    092 05 24.15127(W) AD(       ) 3
 CQ2779
 CQ2779.Superseded values are not recommended for survey control.
 CQ2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2779.See file dsdata.txt to determine how the superseded data were derived.
 CQ2779
 CQ2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8585151234(NAD 83)
 CQ2779_MARKER: 42 = RADIO/TV MAST
 CQ2779
 CQ2779  HISTORY     - Date     Condition        Report By
 CQ2779  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2779  HISTORY     - 1990     GOOD             USPSQD
 CQ2779  HISTORY     - 1991     GOOD             USPSQD
 CQ2779  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 CQ2779
 CQ2779                          STATION DESCRIPTION
 CQ2779
 CQ2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2779'STATION IS THE TOP-CENTER OF THE COLUMBIA RADIO STATION
 CQ2779'KCTL MAST WHICH IS UNPAINTED, A SLENDER TRIANGULAR SHAPED
 CQ2779'SKELETON STEEL STRUCTURE THAT IS 150 FEET IN HEIGHT.
 CQ2779'
 CQ2779'LOCATED IN THE NORTHWEST SECTION OF COLUMBIA HEIGHTS, 1.2
 CQ2779'MILES SOUTH-SOUTHWEST OF THE COLUMBIA POST OFFICE, 0.15
 CQ2779'MILE WEST OF U.S. HIGHWAY 165, WITHIN A SMALL WOOD FENCED
 CQ2779'AREA AND AT THE END OF A GRADED ROAD.
 CQ2779
 CQ2779                          STATION RECOVERY (1990)
 CQ2779
 CQ2779'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2779'RECOVERED IN GOOD CONDITION.
 CQ2779
 CQ2779                          STATION RECOVERY (1991)
 CQ2779
 CQ2779'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2779'RECOVERED IN GOOD CONDITION.
 CQ2779
 CQ2779                          STATION RECOVERY (2004)
 CQ2779
 CQ2779'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CQ2779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0376 ***********************************************************************
 CQ0376  DESIGNATION -  COLUMBIA RESET
 CQ0376  PID         -  CQ0376
 CQ0376  STATE/COUNTY-  LA/CALDWELL
 CQ0376  USGS QUAD   -  COLUMBIA (1989)
 CQ0376
 CQ0376                         *CURRENT SURVEY CONTROL
 CQ0376  ___________________________________________________________________
 CQ0376* NAD 83(1992)-  32 05 26.23543(N)    092 05 15.23790(W)     ADJUSTED  
 CQ0376* NAVD 88     -        69.97   (+/-2cm)     229.6    (feet)  VERTCON   
 CQ0376  ___________________________________________________________________
 CQ0376  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CQ0376  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0376
 CQ0376  HORZ ORDER  -  FIRST
 CQ0376  VERT ORDER  -  THIRD (See Below)
 CQ0376
 CQ0376.The horizontal coordinates were established by classical geodetic methods
 CQ0376.and adjusted by the National Geodetic Survey in January 1993..
 CQ0376
 CQ0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0376.The vertical order pertains to the NGVD 29 superseded value.
 CQ0376
 CQ0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0376
 CQ0376.The geoid height was determined by GEOID03.
 CQ0376
 CQ0376;                    North         East     Units Scale Factor Converg.
 CQ0376;SPC LA N     -   176,434.415 1,038,930.560   MT  0.99991928   +0 13 05.0
 CQ0376;SPC LA N     -   578,851.91  3,408,558.01   sFT  0.99991928   +0 13 05.0
 CQ0376;UTM  15      - 3,550,844.653   586,100.983   MT  0.99969142   +0 29 05.2
 CQ0376
 CQ0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0376!SPC LA N     -   0.99999304  x   0.99991928  =   0.99991232
 CQ0376!UTM  15      -   0.99999304  x   0.99969142  =   0.99968447
 CQ0376
 CQ0376|---------------------------------------------------------------------|
 CQ0376| PID    Reference Object                     Distance      Geod. Az  |
 CQ0376|                                                           dddmmss.s |
 CQ0376| CQ2776 POINT B 1941                        282.541 METERS 00027     |
 CQ0376| CQ2773 COLUMBIA MUNICIPAL TANK             APPROX. 1.7 KM 0241842.8 |
 CQ0376| CQ0378 COLUMBIA RM 1                        31.355 METERS 13714     |
 CQ0376| CQ0377 COLUMBIA RM 2                        64.950 METERS 21349     |
 CQ0376| CY4122 COLUMBIA RM 3                        31.855 METERS 23656     |
 CQ0376| CQ0374 COLUMBIA AZ MK                                     2371710.7 |
 CQ0376| CQ2775 POINT A 1941                        200.534 METERS 31323     |
 CQ0376| CY4123 COLUMBIA RM 4                        30.428 METERS 35103     |
 CQ0376|---------------------------------------------------------------------|
 CQ0376
 CQ0376                          SUPERSEDED SURVEY CONTROL
 CQ0376
 CQ0376  NAD 83(1986)-  32 05 26.24953(N)    092 05 15.23019(W) AD(       ) 1
 CQ0376  NAD 27      -  32 05 25.68272(N)    092 05 14.74224(W) AD(       ) 1
 CQ0376  NGVD 29 (??/??/??)   69.99   (m)          229.6    (f) RESET       3  
 CQ0376
 CQ0376.Superseded values are not recommended for survey control.
 CQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0376.See file dsdata.txt to determine how the superseded data were derived.
 CQ0376
 CQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8610150845(NAD 83)
 CQ0376_MARKER: DS = TRIANGULATION STATION DISK
 CQ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0376_STAMPING: COLUMBIA 1941 1966 BM
 CQ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0376+STABILITY: SURFACE MOTION
 CQ0376
 CQ0376  HISTORY     - Date     Condition        Report By
 CQ0376  HISTORY     - 1966     MONUMENTED       CGS
 CQ0376  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CQ0376  HISTORY     - 1971     GOOD             NGS
 CQ0376  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0376  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0376  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0376
 CQ0376                          STATION DESCRIPTION
 CQ0376
 CQ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0376'1.3 MI S FROM COLUMBIA.
 CQ0376'LOCATED 1.3 MILE SOUTH OF COLUMBIA, ON THE TOP OF A HIGH HILL 0.1 MILE
 CQ0376'EAST OF U.S. HIGHWAY 165, ON A LEVELED AREA JUST NORTH OF A SMALL
 CQ0376'WHITE HOUSE, THE AREA IS SURROUNDED BY TREES ON THE WEST-EAST AND
 CQ0376'NORTH SIDES.  IT IS 120 FEET NORTH OF THE NORTHEAST CORNER OF THE
 CQ0376'SMALL WHITE HOUSE, 108 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 CQ0376'THE FENCE AROUND THE HOUSE, 129 FEET NORTH-NORTHEAST OF A POWER POLE,
 CQ0376'12 FEET WEST OF A FENCE LINE, 54 FEET SOUTH-SOUTHWEST OF A 2 FOOT PINE
 CQ0376'TREE AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 CQ0376'DISK STAMPED COLUMBIA 1941 1966 BM.
 CQ0376
 CQ0376                          STATION RECOVERY (1966)
 CQ0376
 CQ0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ0376'THE STATION WAS VISITED 11-10-66 AND R.M. NO. 1 AND AZIMUTH
 CQ0376'MARK WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS FOUND
 CQ0376'WITH THE MONUMENT CHIPPED, THIS WAS REPAIRED.  THE STATION
 CQ0376'WAS FOUND DESTROYED, BOTH SURFACE AND UNDERGROUND MARKS.  A METER
 CQ0376'ERROR WAS FOUND IN THE MEASURMENT TO R.M. NO. 2.  THE STATION
 CQ0376'MARK WAS REPLACED IN ITS ORIGINAL POSITION FROM THE MEASUREMENT
 CQ0376'FROM THE REFERENCE MARKS AND THE ANGLE BETWEEN THEM.  THE
 CQ0376'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY A HOUSE.  THE
 CQ0376'STATION IS ALSO A BENCH MARK WITH PRECISE ELEVATION AND
 CQ0376'DESCRIPTIONS SUBMITTED AS SUCH.  A NEW DESCRIPTION FOLLOWS.
 CQ0376'
 CQ0376'THE STATION IS LOCATED ABOUT 1 MILE SSW OF COLUMBIA ON TOP
 CQ0376'OF A HIGH HILL, ABOUT 0.1 MILE EAST OF U.S. HIGHWAY 165, ON
 CQ0376'A LEVELED AREA JUST N OF A SMALL HOUSE.  THE AREA SURROUNDED
 CQ0376'BY TREES ON THE WEST, NORTH, AND EAST SIDES.  THE STATION IS 120.5
 CQ0376'FT. N OF NE CORNER OF SMALL WHITE HOUSE, 108 FT. NNE OF THE NW
 CQ0376'CORNER OF FENCE AROUND THE WHITE HOUSE, 129 FT. NNE OF POWER
 CQ0376'POLE, 12 FT. W OF A FENCE LINE, 54 FT. SSW OF A 2 FOOT PINE
 CQ0376'TREE, 2 FT. SE OF A METAL WITNESS POST.  IT IS A STANDARD
 CQ0376'DISK STAMPED COLUMBIA 1941 1966 BM PROJECTING 4 INCHES.
 CQ0376'
 CQ0376'REFERENCE MARK NO. 1 102.91 FT. SE OF STATION AT THE NE CORNER
 CQ0376'OF THE FENCED LOT AROUND SMALL WHITE HOUSE, 56 FT. NE OF
 CQ0376'CENTER OF CISTERN, 6.5 FT. NE OF A FENCE CORNER, 49 FT. E OF
 CQ0376'THE CENTER OF A WIRE GATE, 31 FT. NE OF NE CORNER OF A WHITE
 CQ0376'HOUSE, 18 FT. S OF FENCE LINE.  IT IS A STANDARD DISK STAMPED
 CQ0376'COLUMBIA 1941 NO. 1 PROJECTING 7 INCHES.
 CQ0376'
 CQ0376'REFERENCE MARK NO. 2 IS 213.18 FT. SSW OF STATION, 247 FT. E OF
 CQ0376'NE CORNER OF FENCE AROUND LARGE BUTANE TANKS, 146.5 FT. SW OF SW
 CQ0376'CORNER OF HOUSE, 16 FT. S OF CENTER OF DRIVEWAY, 89 FT. SW OF
 CQ0376'POWER POLE, 211 FT. E OF THE CENTERLINE OF GRAVELED ROAD ABOUT
 CQ0376'1 FOOT ABOUT LEVEL OF DRIVEWAY.  IT IS A STANDARD DISK STAMPED
 CQ0376'COLUMBIA NO. 2 1941, PROJECTING 4 INCHES.
 CQ0376'
 CQ0376'TO REACH THE STATION FROM THE SOUTH END OF THE STEEL BRIDGE IN
 CQ0376'COLUMBIA, GO S ON U.S. HIGHWAY 165 FOR 1.4 MILES TO JUNCTION WITH
 CQ0376'STATE HIGHWAY 849, TURN LEFT FOR 100 FT. THEN TURN LEFT FOR 0.1
 CQ0376'MILE ON PRIVATE DRIVE TO SMALL WHITE HOUSE AHEAD AND R.M. NO. 2
 CQ0376'ON THE RIGHT.
 CQ0376'
 CQ0376'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 CQ0376'84 AND STATE HIGHWAY 849, GO SOUTH ON U.S. HIGHWAY 165 FOR 0.1
 CQ0376'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CQ0376'
 CQ0376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 CQ0376'SSW OF COLUMBIA
 CQ0376
 CQ0376                          STATION RECOVERY (1971)
 CQ0376
 CQ0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ0376'STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE
 CQ0376'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 CQ0376'TO REQUEST OF PROPERTY OWNER, REFERENCE MARKS NUMBER 1 AND 2
 CQ0376'WERE DESTROYED.  A CHECK FOR DISTANCE AND DIRECTION TO THE
 CQ0376'REFERENCE MARKS WAS MADE AND A DIFFERENCE WAS FOUND.  A
 CQ0376'HORIZONTAL ANGLE TO THE AZIMUTH MARK WAS MADE AND IT WAS
 CQ0376'FOUND CORRECT.
 CQ0376'
 CQ0376'THE 1966 DESCRIPTION OF LOCATION AND ROUTE TO THE STATION
 CQ0376'ARE CORRECT.
 CQ0376'
 CQ0376'REFERENCE MARKS NUMBER 3 AND 4 WERE ESTABLISHED.
 CQ0376'
 CQ0376'REFERENCE MARK 3, A STANDARD DISK STAMPED COLUMBIA NO 3
 CQ0376'1941 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ0376'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 CQ0376'IS 70 FEET NORTHWEST OF UTILITY POLE, 36 FEET SOUTH OF A 10
 CQ0376'INCH PINE TREE AND 10.5 FEET NORTHWEST OF A 10 INCH PINE TREE.
 CQ0376'
 CQ0376'REFERENCE MARK 4, A STANDARD DISK STAMPED COLUMBIA NO 4
 CQ0376'1941 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ0376'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 CQ0376'GROUND SURFACE.  IT IS 21 FEET SOUTHWEST OF A 14 INCH PINE
 CQ0376'TREE, 19 FEET WEST-NORTHWEST OF A 10 INCH PINE TREE, 14 FEET
 CQ0376'WEST OF FENCE AND 2 FEET SOUTH OF METAL WITNESS POST WITH
 CQ0376'SIGN ATTACHED.
 CQ0376'
 CQ0376'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 CQ0376'
 CQ0376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ0376'1 MILE SOUTH-SOUTHWEST OF COLUMBIA.
 CQ0376
 CQ0376                          STATION RECOVERY (1985)
 CQ0376
 CQ0376'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0376'MARK NOT FOUND.
 CQ0376
 CQ0376                          STATION RECOVERY (1990)
 CQ0376
 CQ0376'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0376'MARK NOT FOUND.
 CQ0376
 CQ0376                          STATION RECOVERY (1991)
 CQ0376
 CQ0376'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0378 ***********************************************************************
 CQ0378  DESIGNATION -  COLUMBIA RM 1
 CQ0378  PID         -  CQ0378
 CQ0378  STATE/COUNTY-  LA/CALDWELL
 CQ0378  USGS QUAD   -  COLUMBIA (1989)
 CQ0378
 CQ0378                         *CURRENT SURVEY CONTROL
 CQ0378  ___________________________________________________________________
 CQ0378* NAD 83(1986)-  32 05 26.     (N)    092 05 14.     (W)     SCALED    
 CQ0378* NAVD 88     -        70.77   (+/-2cm)     232.2    (feet)  VERTCON   
 CQ0378  ___________________________________________________________________
 CQ0378  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0378
 CQ0378  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0378
 CQ0378.The horizontal coordinates were scaled from a topographic map and have
 CQ0378.an estimated accuracy of +/- 6 seconds.
 CQ0378
 CQ0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0378.The vertical order pertains to the NGVD 29 superseded value.
 CQ0378
 CQ0378.The geoid height was determined by GEOID03.
 CQ0378
 CQ0378;                    North         East    Units  Estimated Accuracy
 CQ0378;SPC LA N     -   176,430.    1,038,960.      MT  (+/- 180 meters Scaled)
 CQ0378
 CQ0378                          SUPERSEDED SURVEY CONTROL
 CQ0378
 CQ0378  NGVD 29 (??/??/??)   70.791  (m)          232.25   (f) ADJUSTED    1 2
 CQ0378
 CQ0378.Superseded values are not recommended for survey control.
 CQ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0378.See file dsdata.txt to determine how the superseded data were derived.
 CQ0378
 CQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR861508(NAD 83)
 CQ0378_MARKER: DR = REFERENCE MARK DISK
 CQ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0378_STAMPING: COLUMBIA NO 1 1941
 CQ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0378+STABILITY: SURFACE MOTION
 CQ0378
 CQ0378  HISTORY     - Date     Condition        Report By
 CQ0378  HISTORY     - 1941     MONUMENTED       CGS
 CQ0378  HISTORY     - 1966     GOOD             CGS
 CQ0378  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0378  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0378  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0378
 CQ0378                          STATION DESCRIPTION
 CQ0378
 CQ0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0378'1.55 MI SW FROM COLUMBIA.
 CQ0378'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST
 CQ0378'END OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.05
 CQ0378'MILE SOUTH ALONG STATE HIGHWAY 849, THENCE 0.1 MILE SOUTHEAST ALONG A
 CQ0378'PRIVATE DRIVEWAY, IN SECTION 20, T 13 N, R 4 E, 50 FEET EAST OF THE
 CQ0378'CENTER OF A WIRE GATE, 46 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER
 CQ0378'OF A HOUSE, 7 FEET NORTHEAST OF A CORNER FENCE POST, ABOUT 5 FEET
 CQ0378'ABOVE THE LEVEL OF THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ0378'PROJECTING 7 INCHES.
 CQ0378
 CQ0378                          STATION RECOVERY (1985)
 CQ0378
 CQ0378'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0378'MARK NOT FOUND.
 CQ0378
 CQ0378                          STATION RECOVERY (1990)
 CQ0378
 CQ0378'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0378'MARK NOT FOUND.
 CQ0378
 CQ0378                          STATION RECOVERY (1991)
 CQ0378
 CQ0378'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0377 ***********************************************************************
 CQ0377  DESIGNATION -  COLUMBIA RM 2
 CQ0377  PID         -  CQ0377
 CQ0377  STATE/COUNTY-  LA/CALDWELL
 CQ0377  USGS QUAD   -  COLUMBIA (1989)
 CQ0377
 CQ0377                         *CURRENT SURVEY CONTROL
 CQ0377  ___________________________________________________________________
 CQ0377* NAD 83(1986)-  32 05 26.     (N)    092 05 14.     (W)     SCALED    
 CQ0377* NAVD 88     -        68.89   (+/-2cm)     226.0    (feet)  VERTCON   
 CQ0377  ___________________________________________________________________
 CQ0377  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0377
 CQ0377  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0377
 CQ0377.The horizontal coordinates were scaled from a topographic map and have
 CQ0377.an estimated accuracy of +/- 6 seconds.
 CQ0377
 CQ0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0377.The vertical order pertains to the NGVD 29 superseded value.
 CQ0377
 CQ0377.The geoid height was determined by GEOID03.
 CQ0377
 CQ0377;                    North         East    Units  Estimated Accuracy
 CQ0377;SPC LA N     -   176,430.    1,038,960.      MT  (+/- 180 meters Scaled)
 CQ0377
 CQ0377                          SUPERSEDED SURVEY CONTROL
 CQ0377
 CQ0377  NGVD 29 (??/??/??)   68.911  (m)          226.09   (f) ADJUSTED    1 2
 CQ0377
 CQ0377.Superseded values are not recommended for survey control.
 CQ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0377.See file dsdata.txt to determine how the superseded data were derived.
 CQ0377
 CQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR861508(NAD 83)
 CQ0377_MARKER: DR = REFERENCE MARK DISK
 CQ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0377_STAMPING: COLUMBIA NO 2 1941
 CQ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0377+STABILITY: SURFACE MOTION
 CQ0377
 CQ0377  HISTORY     - Date     Condition        Report By
 CQ0377  HISTORY     - 1941     MONUMENTED       CGS
 CQ0377  HISTORY     - 1966     POOR             CGS
 CQ0377  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0377  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0377  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0377
 CQ0377                          STATION DESCRIPTION
 CQ0377
 CQ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0377'1.55 MI SW FROM COLUMBIA.
 CQ0377'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST
 CQ0377'END OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.05
 CQ0377'MILE SOUTH ALONG STATE HIGHWAY 849, THENCE 0.1 MILE SOUTHEAST ALONG A
 CQ0377'PRIVATE DRIVEWAY, IN SECTION 20, T 13 N, R 4 E, ABOUT 100 YARDS EAST
 CQ0377'ACROSS THE HIGHWAY FROM A LARGE BUTANE-PROPANE TANK BELONGING TO THE
 CQ0377'ANDERSON COMPANY, 146 1/2 FEET SOUTHWEST OF THE WEST CORNER OF A
 CQ0377'HOUSE, 16 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 100 FEET WEST
 CQ0377'OF A 20-INCH GUM TREE, 89 FEET SOUTHWEST OF A POWER POLE, ABOUT 2 FEET
 CQ0377'ABOVE THE LEVEL OF THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ0377'PROJECTING 7 INCHES.  NOTE-- THIS MARK HAS BEEN BADLY CHIPPED ON THE
 CQ0377'NORTHEAST SIDE BUT APPEARS TO BE VERY SOLID.
 CQ0377
 CQ0377                          STATION RECOVERY (1985)
 CQ0377
 CQ0377'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0377'MARK NOT FOUND.
 CQ0377
 CQ0377                          STATION RECOVERY (1990)
 CQ0377
 CQ0377'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0377'MARK NOT FOUND.
 CQ0377
 CQ0377                          STATION RECOVERY (1991)
 CQ0377
 CQ0377'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2899 ***********************************************************************
 CQ2899  DESIGNATION -  COLVIN
 CQ2899  PID         -  CQ2899
 CQ2899  STATE/COUNTY-  LA/LINCOLN
 CQ2899  USGS QUAD   -  CEDARTON (1985)
 CQ2899
 CQ2899                         *CURRENT SURVEY CONTROL
 CQ2899  ___________________________________________________________________
 CQ2899* NAD 83(1992)-  32 39 48.82833(N)    092 31 10.32129(W)     ADJUSTED  
 CQ2899* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 CQ2899  ___________________________________________________________________
 CQ2899  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CQ2899  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2899
 CQ2899  HORZ ORDER  -  SECOND
 CQ2899
 CQ2899.The horizontal coordinates were established by classical geodetic methods
 CQ2899.and adjusted by the National Geodetic Survey in January 1993..
 CQ2899
 CQ2899.The orthometric height was scaled from a topographic map.
 CQ2899
 CQ2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2899
 CQ2899.The geoid height was determined by GEOID03.
 CQ2899
 CQ2899;                    North         East     Units Scale Factor Converg.
 CQ2899;SPC LA N     -   239,892.941   998,167.618   MT  0.99999929   -0 00 37.2
 CQ2899;SPC LA N     -   787,048.76  3,274,821.59   sFT  0.99999929   -0 00 37.2
 CQ2899;UTM  15      - 3,614,092.510   545,052.951   MT  0.99962503   +0 15 33.5
 CQ2899
 CQ2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2899!SPC LA N     -   0.99999214  x   0.99999929  =   0.99999143
 CQ2899!UTM  15      -   0.99999214  x   0.99962503  =   0.99961718
 CQ2899
 CQ2899|---------------------------------------------------------------------|
 CQ2899| PID    Reference Object                     Distance      Geod. Az  |
 CQ2899|                                                           dddmmss.s |
 CQ2899| CY4126 COLVIN RM 2                          22.125 METERS 00643     |
 CQ2899| CY4124 COLVIN AZ MK                                       1670919.0 |
 CQ2899| CY4125 COLVIN RM 1                          24.588 METERS 24842     |
 CQ2899|---------------------------------------------------------------------|
 CQ2899
 CQ2899                          SUPERSEDED SURVEY CONTROL
 CQ2899
 CQ2899  NAD 83(1986)-  32 39 48.84108(N)    092 31 10.31257(W) AD(       ) 2
 CQ2899  NAD 27      -  32 39 48.31700(N)    092 31 09.78900(W) AD(       ) 2
 CQ2899
 CQ2899.Superseded values are not recommended for survey control.
 CQ2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2899.See file dsdata.txt to determine how the superseded data were derived.
 CQ2899
 CQ2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4505314093(NAD 83)
 CQ2899_MARKER: DS = TRIANGULATION STATION DISK
 CQ2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2899
 CQ2899  HISTORY     - Date     Condition        Report By
 CQ2899  HISTORY     - 1952     MONUMENTED       CGS
 CQ2899
 CQ2899                          STATION DESCRIPTION
 CQ2899
 CQ2899'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2899'THE STATION IS ABOUT 10 MILES SOUTHWEST OF FARMERVILLE,
 CQ2899'IN SECTION 1, T 19 N, R 2 W, ON A PROMINENT HILL WHICH IS
 CQ2899'THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON PROPERTY
 CQ2899'OWNED BY N.C. COLVIN.  THE MARK IS ABOUT 100 YARDS NORTHEAST
 CQ2899'OF AN OLD HOUSE, 40 FEET NORTH OF THE CENTER OF A GRAVELED
 CQ2899'ROAD AND 7 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2899'
 CQ2899'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CQ2899'44 AND 815 AT THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE
 CQ2899'IN FARMERVILLE.  GO SOUTHERLY ON HIGHWAY 44 FOR 8.2 MILES TO
 CQ2899'A CROSS ROAD AND A SMALL STORE ON THE RIGHT.  CONTINUE
 CQ2899'SOUTHERLY ON THE HIGHWAY FOR 3.0 MILES TO A T-JUNCTION AND
 CQ2899'A FARMHOUSE.  TURN RIGHT AND GO NORTHWESTERLY ON A GRAVELED
 CQ2899'ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CQ2899'NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO THE STATION ON
 CQ2899'THE LEFT.
 CQ2899'
 CQ2899'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CQ2899'COLVIN 1952.
 CQ2899'
 CQ2899'REFERENCE MARK 1 IS 119 FEET WEST OF THE CENTER OF THE ROAD
 CQ2899'AND 19 FEET NORTHEAST OF A 48-INCH OAK TREE.  THE MARK
 CQ2899'PROJECTS 6 INCHES AND THE DISK IS STAMPED COLVIN NO 1 1952.
 CQ2899'
 CQ2899'REFERENCE MARK 2 IS 32 FEET WEST OF THE CENTER OF THE ROAD.
 CQ2899'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED COLVIN
 CQ2899'NO 2 1952.
 CQ2899'
 CQ2899'THE AZIMUTH MARK IS 150 FEET EAST OF THE CENTER OF A T-ROAD
 CQ2899'INTERSECTION, 4 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 CQ2899'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CQ2899'COLVIN 1952.
 CQ2899'
 CQ2899'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2604 ***********************************************************************
 BK2604  DESIGNATION -  COMEAUX
 BK2604  PID         -  BK2604
 BK2604  STATE/COUNTY-  LA/BEAUREGARD
 BK2604  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2604
 BK2604                         *CURRENT SURVEY CONTROL
 BK2604  ___________________________________________________________________
 BK2604* NAD 83(1992)-  30 42 04.03152(N)    093 12 58.61879(W)     ADJUSTED  
 BK2604* NAVD 88     -        42.322  (meters)     138.85   (feet)  ADJUSTED  
 BK2604  ___________________________________________________________________
 BK2604  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK2604  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2604  DYNAMIC HT  -          42.268 (meters)     138.67  (feet)  COMP
 BK2604  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BK2604
 BK2604  HORZ ORDER  -  SECOND
 BK2604  VERT ORDER  -  SECOND    CLASS I
 BK2604
 BK2604.The horizontal coordinates were established by classical geodetic methods
 BK2604.and adjusted by the National Geodetic Survey in January 1993..
 BK2604
 BK2604.The orthometric height was determined by differential leveling
 BK2604.and adjusted by the National Geodetic Survey in February 1994..
 BK2604
 BK2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2604
 BK2604.The geoid height was determined by GEOID03.
 BK2604
 BK2604.The dynamic height is computed by dividing the NAVD 88
 BK2604.geopotential number by the normal gravity value computed on the
 BK2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2604.degrees latitude (g = 980.6199 gals.).
 BK2604
 BK2604.The modeled gravity was interpolated from observed gravity values.
 BK2604
 BK2604;                    North         East     Units Scale Factor Converg.
 BK2604;SPC LA S     -   245,469.638   819,619.933   MT  1.00000024   -0 56 29.4
 BK2604;SPC LA S     -   805,344.97  2,689,036.40   sFT  1.00000024   -0 56 29.4
 BK2604;UTM  15      - 3,396,499.233   479,288.174   MT  0.99960529   -0 06 37.5
 BK2604
 BK2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2604!SPC LA S     -   0.99999761  x   1.00000024  =   0.99999785
 BK2604!UTM  15      -   0.99999761  x   0.99960529  =   0.99960291
 BK2604
 BK2604|---------------------------------------------------------------------|
 BK2604| PID    Reference Object                     Distance      Geod. Az  |
 BK2604|                                                           dddmmss.s |
 BK2604| BK2605 COMEAUX RM 1                          7.650 METERS 00019     |
 BK2604| BK3038 LONGVILLE TRUNKLINE MICROWAVE       APPROX.11.4 KM 1860906.9 |
 BK2604| BK3042 COMEAUX LDH 1974 RM 2                14.979 METERS 27017     |
 BK2604| BK2576 COMEAUX RM 3                         14.980 METERS 27017     |
 BK2604| BK2603 COMEAUX AZ MK                                      2703518.3 |
 BK2604|---------------------------------------------------------------------|
 BK2604
 BK2604                          SUPERSEDED SURVEY CONTROL
 BK2604
 BK2604  NAD 83(1986)-  30 42 04.05051(N)    093 12 58.61076(W) AD(       ) 2
 BK2604  NAD 27      -  30 42 03.34387(N)    093 12 58.03147(W) AD(       ) 2
 BK2604  NGVD 29 (07/19/86)   42.7    (m)          140.     (f) VERT ANG       
 BK2604
 BK2604.Superseded values are not recommended for survey control.
 BK2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2604.See file dsdata.txt to determine how the superseded data were derived.
 BK2604
 BK2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7928896499(NAD 83)
 BK2604_MARKER: DD = SURVEY DISK
 BK2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2604_SP_SET: CONCRETE POST
 BK2604_STAMPING: COMEAUX 1974
 BK2604_MARK LOGO: LADH  
 BK2604_PROJECTION: FLUSH
 BK2604_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2604+STABILITY: SURFACE MOTION
 BK2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2604+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2604
 BK2604  HISTORY     - Date     Condition        Report By
 BK2604  HISTORY     - 1974     MONUMENTED       LADH
 BK2604  HISTORY     - 1984     GOOD             LADTD
 BK2604  HISTORY     - 19840410 GOOD             NGS
 BK2604  HISTORY     - 19890920 GOOD             LADTD
 BK2604
 BK2604                          STATION DESCRIPTION
 BK2604
 BK2604'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2604'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF LONGVILLE, 8 MILES
 BK2604'SOUTH OF DERIDDER AND 12 MILES NORTHEAST OF SINGER, IN THE SOUTHWEST
 BK2604'QUARTER OF SECTION 20, T4S, R8W, AND ON THE PROPERTY OWNED BY MR.
 BK2604'V. J. COMEAUX, ROUTE 2, BOX 232, DERIDDER, LOUISIANA, TELEPHONE
 BK2604'463-9949.
 BK2604'
 BK2604'TO REACH THE STATION FROM LONGVILLE ON U. S. HIGHWAY 171, DRIVE NORTH
 BK2604'ALONG U. S. HIGHWAY 171 FOR 6.3 MILES TO A BLACK-TOP ROAD ON THE
 BK2604'RIGHT AND LEADING EAST, TURN RIGHT ON THE BLACK-TOP ROAD (HOUSER
 BK2604'ROAD) AND GO EAST FOR 1 MILE TO A JUNCTION WITH A GRAVEL ROAD
 BK2604'LEADING NORTH AND SOUTH, CONTINUE EAST ON THE BLACK-TOP ROAD FOR 0.2
 BK2604'MILE TO THE MARK SET SOUTH OF THE ROAD NEAR A GRAVEL DRIVE AND A
 BK2604'POWER POLE.
 BK2604'
 BK2604'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG THE
 BK2604'BLACK-TOP ROAD (HOUSER ROAD) FOR 0.9 MILE.  THE MARK IS SET ON THE
 BK2604'RIGHT AND NORTH OF THE ROAD NEAR AN OAK TREE AND A POWER POLE.
 BK2604'
 BK2604'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2604'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2604'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2604'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BK2604'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2604'STAMPED COMEAUX 1974.  THE MARK IS 160 FEET EAST-NORTHEAST OF A
 BK2604'POWER POLE, 137 FEET EAST-SOUTHEAST OF THE CENTER OF A CONCRETE
 BK2604'CULVERT, 13.5 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE, 3 FEET
 BK2604'NORTH OF A FENCE AND 3 FEET SOUTH OF A METAL WITNESS POST AND
 BK2604'SIGN.
 BK2604'
 BK2604'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2604'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2604'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2604'STAMPED COMEAUX RM 1 1974.  IT IS 175 FEET EAST OF A POWER POLE,
 BK2604'137 FEET EAST-NORTHEAST OF THE CENTER OF A CONCRETE CULVERT.  12
 BK2604'FEET NORTH OF THE CENTER OF A GRAVEL DRIVE, AND 2 FEET SOUTH OF
 BK2604'A FENCE.
 BK2604'
 BK2604'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2604'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2604'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2604'STAMPED COMEAUX RM 2 1974.  IT IS 120 FEET NORTHEAST OF A POWER
 BK2604'POLE, 89 FEET EAST-SOUTHEAST OF THE CENTER OF A CONCRETE CULVERT,
 BK2604'13.5 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE AND 2.5 FEET NORTH OF
 BK2604'A FENCE.
 BK2604'
 BK2604'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2604'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2604'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2604'STAMPED COMEAUX AZ. MK. 1974.  IT IS 41 FEET NORTH OF A 42 INCH OAK
 BK2604'TREE, 36 FEET NORTH OF THE CENTER OF A BLACK-TOP ROAD (HOUSER
 BK2604'ROAD), 16.5 FEET NORTH OF THE CENTER OF A DRIVE LEADING TO A
 BK2604'HOUSE, 1.5 FEET SOUTHEAST OF A POWER POLE AND 1.5 FEET
 BK2604'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BK2604'
 BK2604'NEAREST TOWN--LONGVILLE.
 BK2604
 BK2604                          STATION RECOVERY (1984)
 BK2604
 BK2604'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2604'12.8 KM NNE FROM LONGVILLE.
 BK2604'ABOUT 10.8 KM (6.7 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2604'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO AN ASPHALT ROAD
 BK2604'(HAUSER ROAD) LEADING EAST, THENCE 2.0 KM (1.2 MILE) EAST ALONG
 BK2604'HAUSER ROAD TO THE MARK ON THE LEFT IN SECTION 20, T 4 S, R 8 W, 15.0
 BK2604'METERS (49.1 FEET) EAST OF COMEAUX RM 3, 7.65 METERS (25.1 FEET)
 BK2604'SOUTH OF COMEAUX RM 1, 42.4 METERS (139 FEET) EAST OF THE SOUTH END
 BK2604'OF A 24 INCH SIDEDRAIN, 47.5 METERS (156 FEET) NORTHEAST OF A POWER
 BK2604'POLE.
 BK2604'THE MARK IS 41.4 METERS  E FROM A WITNESS POST.
 BK2604'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 BK2604
 BK2604                          STATION RECOVERY (1984)
 BK2604
 BK2604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 BK2604'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 BK2604'IN GOOD CONDITION.  THE CONCRETE POST FOR REFERENCE MARK 2 WAS
 BK2604'RECOVERED WITH THE DISK SHEARED.  REFERENCE MARK 3 WAS ESTABLISHED
 BK2604'UTILIZING THE CONCRETE POST.  THE DISTANCE TO REFERENCE MARK 1 WAS
 BK2604'NOTED AND VERIFIED TO BE THE SAME AS THE 1974 DISTANCE.  THE ANGLE
 BK2604'BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO 1 COMPARED GOOD WITH
 BK2604'THE 1974 ANGLE.  THIS DATE ANGLES WERE TURNED FROM THE AZIMUTH MARK TO
 BK2604'REFERENCE MARKS NO 1 AND NO 3.  DUE TO CHANGES IN THE AREA A NEW
 BK2604'COMPLETE DESCRIPTION FOLLOWS.
 BK2604' 
 BK2604'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) NORTH OF LONGVILLE, 17.5
 BK2604'KM (10.9 MI) SOUTH SOUTHEAST OF DERIDDER, 19.3 KM (12.0 MI) EAST
 BK2604'NORTHEAST OF SINGER AND IN THE SOUTHWEST QUARTER OF SECTION 20, T4S,
 BK2604'R8W.  OWNERSHIP--MR V J COMEAUX, ROUTE 2 BOX 232, DERIDDER, LOUISIANA
 BK2604'(PHONE NUMBER 463-9949).
 BK2604' 
 BK2604'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110 AND US
 BK2604'HIGHWAY 171 IN LONGVILLE, DRIVE NORTH ALONG US 171 FOR 10.6 KM (6.6
 BK2604'MI) TO A BLACK-TOP ROAD ON THE RIGHT AND LEADING EAST, TURN RIGHT ON
 BK2604'THE BLACK-TOP ROAD (HOUSER ROAD) AND GO EAST 1.6 KM (1.0 MI) TO A
 BK2604'JUNCTION WITH A GRAVEL ROAD LEADING NORTH AND SOUTH, CONTINUE EAST ON
 BK2604'THE BLACK-TOP ROAD FOR 0.32 KM (0.2 MI) TO THE MARK SET SOUTH OF THE
 BK2604'ROAD NEAR A GRAVEL DRIVE AND A POWER POLE.
 BK2604' 
 BK2604'THE STATION IS A STANDARD LADH DISK STAMPED--COMEAUX 1974--, SET INTO
 BK2604'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30.5 CM IN DIAMETER
 BK2604'FLUSH WITH GROUND LOCATED 160 FT (48.8 M) ENE FROM A POWER POLE, 137
 BK2604'FT (41.8 M) ESE FROM THE CENTER OF A CONCRETE CULVERT, AND 13.5 FT
 BK2604'(4.1 M) S FROM THE CENTER OF A GRAVEL DRIVE.
 BK2604' 
 BK2604'THE UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 BK2604' 
 BK2604'REFERENCE MARK NO 1 IS A STANDARD LADH DISK STAMPED--COMEAUX RM 1
 BK2604'1974--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BK2604'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 175 FT (53.3 M) E FROM A
 BK2604'POWER POLE, 137 FT (41.8 M) ENE FROM THE CENTER OF A CONCRETE CULVERT,
 BK2604'AND 12 FT (3.7 M) N FROM THE CENTER OF A GRAVEL DRIVE.
 BK2604' 
 BK2604'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED--COMEAUX 1974 RM 3
 BK2604'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BK2604'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 120 FT (36.6 M) NE FROM
 BK2604'A POWER POLE, 89 FT (27.1 M) ESE FROM THE CENTER OF A CONCRETE
 BK2604'CULVERT, AND 13.5 FT (4.1 M) S FROM THE CENTER OF A GRAVEL DRIVE.
 BK2604' 
 BK2604'AZIMUTH MARK IS A STANDARD LADH DISK STAMPED--COMEAUX AZ MK 1974--,
 BK2604'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30.5 CM IN
 BK2604'DIAMETER FLUSH WITH GROUND LOCATED 41 FT (12.5 M) N FROM A 42-INCH OAK
 BK2604'TREE, 36 FT (11.0 M) N FROM THE CENTER OF A BLACK-TOP ROAD (HOUSER
 BK2604'ROAD), 16.5 FT (5.0 M) E FROM THE EXTENDED CENTER OF A DRIVE LEADING
 BK2604'TO A HOUSE, AND 1.5 FT (0.5 M) SE FROM A POWER POLE.
 BK2604' 
 BK2604'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG THE
 BK2604'BLACK-TOP ROAD (HOUSER ROAD) FOR 1.4 KM (0.9 MI) TO THE MARK SET ON
 BK2604'THE RIGHT AND NORTH OF THE ROAD NEAR AN OAK TREE AND A POWER POLE.
 BK2604
 BK2604                          STATION RECOVERY (1989)
 BK2604
 BK2604'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2604'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF SINGER,
 BK2604'12.9 KM (8.00 MI) SOUTHEAST OF DERIDDER AND 10.5 KM (6.50 MI) NORTH OF
 BK2604'LONGVILLE.  OWNERSHIP--BEAUREGARD PARISH. TO REACH THE STATION FROM
 BK2604'THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 110 IN LONGVILLE,
 BK2604'GO NORTH FOR 10.8 KM (6.70 MI) ON HIGHWAY 171 TO THE JUNCTION WITH
 BK2604'HAUSER ROAD.  TURN RIGHT AND GO EAST FOR 2.0 KM (1.25 MI) ON HAUSER
 BK2604'ROAD TO THE MARK ON THE LEFT SET IN SECTION 20, T 4 S, R 8 W, 47.5 M
 BK2604'(155.8 FT) NORTHEAST OF A POWER POLE, 42.4 M (139.1 FT) EAST FROM THE
 BK2604'SOUTH END OF A SIDE DRAIN, 15.0 M (49.2 FT) EAST FROM REFERENCE MARK 3
 BK2604'AND 7.7 M (25.3 FT) SOUTH FROM REFERENCE MARK 1.  THE MARK IS FLUSH
 BK2604'WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2603 ***********************************************************************
 BK2603  DESIGNATION -  COMEAUX AZ MK
 BK2603  PID         -  BK2603
 BK2603  STATE/COUNTY-  LA/BEAUREGARD
 BK2603  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2603
 BK2603                         *CURRENT SURVEY CONTROL
 BK2603  ___________________________________________________________________
 BK2603* NAD 83(1986)-  30 42 05.     (N)    093 13 57.     (W)     SCALED    
 BK2603* NAVD 88     -        45.833  (meters)     150.37   (feet)  ADJUSTED  
 BK2603  ___________________________________________________________________
 BK2603  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK2603  DYNAMIC HT  -          45.774 (meters)     150.18  (feet)  COMP
 BK2603  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BK2603
 BK2603  VERT ORDER  -  SECOND    CLASS I
 BK2603
 BK2603.The horizontal coordinates were scaled from a topographic map and have
 BK2603.an estimated accuracy of +/- 6 seconds.
 BK2603
 BK2603.The orthometric height was determined by differential leveling
 BK2603.and adjusted by the National Geodetic Survey in February 1994..
 BK2603
 BK2603.The geoid height was determined by GEOID03.
 BK2603
 BK2603.The dynamic height is computed by dividing the NAVD 88
 BK2603.geopotential number by the normal gravity value computed on the
 BK2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2603.degrees latitude (g = 980.6199 gals.).
 BK2603
 BK2603.The modeled gravity was interpolated from observed gravity values.
 BK2603
 BK2603;                    North         East    Units  Estimated Accuracy
 BK2603;SPC LA S     -   245,530.      818,070.      MT  (+/- 180 meters Scaled)
 BK2603
 BK2603                          SUPERSEDED SURVEY CONTROL
 BK2603
 BK2603.No superseded survey control is available for this station.
 BK2603
 BK2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP777965(NAD 83)
 BK2603_MARKER: DZ = AZIMUTH MARK DISK
 BK2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2603_SP_SET: CONCRETE POST
 BK2603_STAMPING: COMEAUX AZ MK 1974
 BK2603_MARK LOGO: LADH  
 BK2603_PROJECTION: PROJECTING 5 CENTIMETERS
 BK2603_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2603+STABILITY: SURFACE MOTION
 BK2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2603+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2603
 BK2603  HISTORY     - Date     Condition        Report By
 BK2603  HISTORY     - 1974     MONUMENTED       LADH
 BK2603  HISTORY     - 1984     GOOD             LADTD
 BK2603  HISTORY     - 19890920 GOOD             LADTD
 BK2603
 BK2603                          STATION DESCRIPTION
 BK2603
 BK2603'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2603'11.3 KM (7.0 MI) NORTH FROM LONGVILLE.
 BK2603'ABOUT 10.8 KM (6.7 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2603'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110,TO A ASPHALT ROAD
 BK2603'(HAUSER ROAD) LEADING EAST, THENCE 0.4 KM (0.3 MILE) EAST ALONG
 BK2603'HAUSER ROAD TO THE MARK ON THE LEFT IN SECTION 19, T 4 S, R 8 W, 4.9
 BK2603'METERS (16 FEET) NORTH OF THE CENTERLINE OF HOUSER ROAD, 0.5 METERS
 BK2603'(1.7 FEET ) SOUTHEAST OF A POWERPOLE, 14.0 METERS (46 FEET) NORTHWEST
 BK2603'OF A FENCE CORNER.
 BK2603'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BK2603
 BK2603                          STATION RECOVERY (1989)
 BK2603
 BK2603'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2603'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTHEAST OF SINGER,
 BK2603'13.4 KM (8.30 MI) SOUTHEAST OF DERIDDER AND 10.8 KM (6.70 MI) NORTH OF
 BK2603'LONGVILLE.  OWNERSHIP--BEAUREGARD PARISH. TO REACH THE STATION FROM
 BK2603'THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 110 IN LONGVILLE,
 BK2603'GO NORTH FOR 10.8 KM (6.70 MI) ON HIGHWAY 110 TO THE JUNCTION WITH
 BK2603'HAUSER ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.5 KM (0.30 MI)
 BK2603'ON HAUSER ROAD TO THE MARK ON THE LEFT SET IN SECTION 19, T 4 S, R 8
 BK2603'W. THE STATION IS 14.0 M (45.9 FT) NORTHWEST FROM A FENCE CORNER, 4.9
 BK2603'M (16.1 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 0.5 M (1.6 FT)
 BK2603'SOUTHEAST FROM A POWER POLE AND 0.4 M (1.3 FT) SOUTHEAST FROM A
 BK2603'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0
 BK2603'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2605 ***********************************************************************
 BK2605  DESIGNATION -  COMEAUX RM 1
 BK2605  PID         -  BK2605
 BK2605  STATE/COUNTY-  LA/BEAUREGARD
 BK2605  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2605
 BK2605                         *CURRENT SURVEY CONTROL
 BK2605  ___________________________________________________________________
 BK2605* NAD 83(1992)-  30 42 04.27994(N)    093 12 58.61718(W)     ADJUSTED  
 BK2605* NAVD 88     -        42.593  (meters)     139.74   (feet)  ADJUSTED  
 BK2605  ___________________________________________________________________
 BK2605  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK2605  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2605  DYNAMIC HT  -          42.539 (meters)     139.56  (feet)  COMP
 BK2605  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BK2605
 BK2605  HORZ ORDER  -  THIRD
 BK2605  VERT ORDER  -  SECOND    CLASS I
 BK2605
 BK2605.The horizontal coordinates were established by classical geodetic methods
 BK2605.and adjusted by the National Geodetic Survey in January 1993..
 BK2605
 BK2605.The orthometric height was determined by differential leveling
 BK2605.and adjusted by the National Geodetic Survey in February 1994..
 BK2605
 BK2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2605
 BK2605.The geoid height was determined by GEOID03.
 BK2605
 BK2605.The dynamic height is computed by dividing the NAVD 88
 BK2605.geopotential number by the normal gravity value computed on the
 BK2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2605.degrees latitude (g = 980.6199 gals.).
 BK2605
 BK2605.The modeled gravity was interpolated from observed gravity values.
 BK2605
 BK2605;                    North         East     Units Scale Factor Converg.
 BK2605;SPC LA S     -   245,477.286   819,620.102   MT  1.00000025   -0 56 29.4
 BK2605;SPC LA S     -   805,370.06  2,689,036.95   sFT  1.00000025   -0 56 29.4
 BK2605;UTM  15      - 3,396,506.880   479,288.231   MT  0.99960529   -0 06 37.5
 BK2605
 BK2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2605!SPC LA S     -   0.99999757  x   1.00000025  =   0.99999782
 BK2605!UTM  15      -   0.99999757  x   0.99960529  =   0.99960286
 BK2605
 BK2605                          SUPERSEDED SURVEY CONTROL
 BK2605
 BK2605  NAD 83(1986)-  30 42 04.29892(N)    093 12 58.60914(W) AD(       ) 3
 BK2605  NGVD 29 (11/02/92)   42.57   (m)          139.7    (f) LEVELING    3  
 BK2605
 BK2605.Superseded values are not recommended for survey control.
 BK2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2605.See file dsdata.txt to determine how the superseded data were derived.
 BK2605
 BK2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7928896507(NAD 83)
 BK2605_MARKER: DD = SURVEY DISK
 BK2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2605_SP_SET: CONCRETE POST
 BK2605_STAMPING: COMEAUX RM 1 1974
 BK2605_MARK LOGO: LADH  
 BK2605_PROJECTION: FLUSH
 BK2605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2605+STABILITY: SURFACE MOTION
 BK2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2605+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2605
 BK2605  HISTORY     - Date     Condition        Report By
 BK2605  HISTORY     - 1974     MONUMENTED       LADH
 BK2605  HISTORY     - 1984     GOOD             LADTD
 BK2605  HISTORY     - 19890920 GOOD             LADTD
 BK2605
 BK2605                          STATION DESCRIPTION
 BK2605
 BK2605'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2605'12.8 KM NNE FROM LONGVILLE.
 BK2605'ABOUT 10.8 KM (6.7 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2605'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO AN ASPHALT ROAD
 BK2605'(HAUSER ROAD) LEADING EAST, THENCE 2.0 KM (1.2 MILES) EAST ALONG
 BK2605'HAUSER ROAD TO THE MARK ON THE LEFT IN SECTION 20, T 4 S, R 8 W, 17.1
 BK2605'METERS (56.0 FEET) NORTHEAST OF COMEAUX RM 3, 7.65 METERS (25.1 FEET)
 BK2605'NORTH OF COMEAUX STATION, 50.9 METERS (167 FEET) NORTHEAST OF A
 BK2605'POWER- POLE, 3.7 METERS (12 FEET) NORTH OF THE CENTER OF A GRAVEL
 BK2605'DRIVE.
 BK2605'THE MARK IS ABOVE LEVEL WITH GRAVEL DRIVE.
 BK2605
 BK2605                          STATION RECOVERY (1989)
 BK2605
 BK2605'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2605'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF SINGER,
 BK2605'12.9 KM (8.00 MI) SOUTHEAST OF DERIDDER AND 10.5 KM (6.50 MI) NORTH OF
 BK2605'LONGVILLE.  OWNERSHIP--BEAUREGARD PARISH. TO REACH THE STATION FROM
 BK2605'THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 110 IN LONGVILLE,
 BK2605'GO NORTH FOR 10.8 KM (6.70 MI) ON HIGHWAY 171 TO THE JUNCTION WITH
 BK2605'HAUSER ROAD.  TURN RIGHT AND GO EAST FOR 2.0 KM (1.25 MI) ON HAUSER
 BK2605'ROAD TO THE MARK ON THE LEFT SET IN SECTION 20, T 4 S, R 8 W, 50.9 M
 BK2605'(167.0 FT) NORTHEAST OF A POWER POLE, 17.1 M (56.1 FT) NORTHEAST FROM
 BK2605'REFERENCE MARK 3, 7.7 M (25.3 FT) NORTH FROM STATION COMEAUX AND 3.7 M
 BK2605'(12.1 FT) NORTH FROM THE CENTER OF A GRAVEL DRIVE. MARK IS FLUSH WITH
 BK2605'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2576 ***********************************************************************
 BK2576  DESIGNATION -  COMEAUX RM 3
 BK2576  PID         -  BK2576
 BK2576  STATE/COUNTY-  LA/BEAUREGARD
 BK2576  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK2576
 BK2576                         *CURRENT SURVEY CONTROL
 BK2576  ___________________________________________________________________
 BK2576* NAD 83(1992)-  30 42 04.03392(N)    093 12 59.18171(W)     ADJUSTED  
 BK2576* NAVD 88     -        42.121  (meters)     138.19   (feet)  ADJUSTED  
 BK2576  ___________________________________________________________________
 BK2576  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK2576  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2576  DYNAMIC HT  -          42.067 (meters)     138.01  (feet)  COMP
 BK2576  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BK2576
 BK2576  HORZ ORDER  -  THIRD
 BK2576  VERT ORDER  -  SECOND    CLASS I
 BK2576
 BK2576.The horizontal coordinates were established by classical geodetic methods
 BK2576.and adjusted by the National Geodetic Survey in January 1993..
 BK2576
 BK2576.The orthometric height was determined by differential leveling
 BK2576.and adjusted by the National Geodetic Survey in February 1994..
 BK2576
 BK2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2576
 BK2576.The geoid height was determined by GEOID03.
 BK2576
 BK2576.The dynamic height is computed by dividing the NAVD 88
 BK2576.geopotential number by the normal gravity value computed on the
 BK2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2576.degrees latitude (g = 980.6199 gals.).
 BK2576
 BK2576.The modeled gravity was interpolated from observed gravity values.
 BK2576
 BK2576;                    North         East     Units Scale Factor Converg.
 BK2576;SPC LA S     -   245,469.958   819,604.957   MT  1.00000024   -0 56 29.7
 BK2576;SPC LA S     -   805,346.02  2,688,987.26   sFT  1.00000024   -0 56 29.7
 BK2576;UTM  15      - 3,396,499.336   479,273.200   MT  0.99960530   -0 06 37.8
 BK2576
 BK2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2576!SPC LA S     -   0.99999765  x   1.00000024  =   0.99999789
 BK2576!UTM  15      -   0.99999765  x   0.99960530  =   0.99960295
 BK2576
 BK2576                          SUPERSEDED SURVEY CONTROL
 BK2576
 BK2576  NAD 83(1986)-  30 42 04.05290(N)    093 12 59.17367(W) AD(       ) 3
 BK2576  NGVD 29 (11/02/92)   42.10   (m)          138.1    (f) LEVELING    3  
 BK2576
 BK2576.Superseded values are not recommended for survey control.
 BK2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2576.See file dsdata.txt to determine how the superseded data were derived.
 BK2576
 BK2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7927396499(NAD 83)
 BK2576_MARKER: DR = REFERENCE MARK DISK
 BK2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2576_SP_SET: CONCRETE POST
 BK2576_STAMPING: COMEAUX RM 3 1984
 BK2576_MARK LOGO: LADH  
 BK2576_PROJECTION: FLUSH
 BK2576_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2576+STABILITY: SURFACE MOTION
 BK2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2576+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 BK2576
 BK2576  HISTORY     - Date     Condition        Report By
 BK2576  HISTORY     - 1984     MONUMENTED       LADH
 BK2576  HISTORY     - 1984     GOOD             LADTD
 BK2576  HISTORY     - 19890920 GOOD             LADTD
 BK2576
 BK2576                          STATION DESCRIPTION
 BK2576
 BK2576'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2576'12.8 KM NNE FROM LONGVILLE.
 BK2576'ABOUT 10.8 KM (6.7 MILES) NORTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2576'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 110 TO AN ASPHALT ROAD
 BK2576'(HAUSER ROAD) LEADING EAST, THENCE 2.0 KM (1.2 MILES) EAST ALONG
 BK2576'HAUSER ROAD TO THE MARK ON THE LEFT IN SECTION 20, T 4 S, R 8 W, 15.0
 BK2576'METERS (49.1 FEET) WEST OF COMEAUX STATION, 27.4 METERS (90 FEET)
 BK2576'EAST OF A METAL SIDEDRAIN, 34.1 METERS (112 FEET) NORTHEAST OF A
 BK2576'POWERPOLE.
 BK2576'THE MARK IS 26.5 METERS  E FROM A WITNESS POST.
 BK2576'THE MARK IS ABOVE LEVEL WITH THE GRAVEL DRIVE.
 BK2576
 BK2576                          STATION RECOVERY (1989)
 BK2576
 BK2576'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2576'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF SINGER,
 BK2576'12.9 KM (8.00 MI) SOUTHEAST OF DERIDDER AND 10.5 KM (6.50 MI) NORTH OF
 BK2576'LONGVILLE.  OWNERSHIP--BEAUREGARD PARISH. TO REACH THE STATION FROM
 BK2576'THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 110 IN LONGVILLE,
 BK2576'GO NORTH FOR 10.8 KM (6.70 MI) ON HIGHWAY 171 TO THE JUNCTION WITH
 BK2576'HAUSER ROAD.  TURN RIGHT AND GO EAST FOR 2.0 KM (1.25 MI) ON HAUSER
 BK2576'ROAD TO THE MARK ON THE LEFT SET IN SECTION 20, T 4 S, R 8 W, 34.1 M
 BK2576'(111.9 FT) NORTHEAST OF A POWER POLE, 27.1 M (88.9 FT) EAST FROM THE
 BK2576'CENTER OF A DRAIN, 15.0 M (49.2 FT) WEST FROM STATION COMEAUX AND 4.1
 BK2576'M (13.5 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVE.  THE MARK IS
 BK2576'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0923 ***********************************************************************
 AT0923  DESIGNATION -  COMFORT
 AT0923  PID         -  AT0923
 AT0923  STATE/COUNTY-  LA/ST BERNARD
 AT0923  USGS QUAD   -  
 AT0923
 AT0923                         *CURRENT SURVEY CONTROL
 AT0923  ___________________________________________________________________
 AT0923* NAD 83(1992)-  29 49 31.89283(N)    089 14 26.32457(W)     ADJUSTED  
 AT0923* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0923  ___________________________________________________________________
 AT0923  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0923  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AT0923
 AT0923  HORZ ORDER  -  THIRD
 AT0923
 AT0923.The horizontal coordinates were established by classical geodetic methods
 AT0923.and adjusted by the National Geodetic Survey in May 1994..
 AT0923
 AT0923.The orthometric height was scaled from a topographic map.
 AT0923
 AT0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0923
 AT0923.The geoid height was determined by GEOID03.
 AT0923
 AT0923;                    North         East     Units Scale Factor Converg.
 AT0923;SPC LA S     -   148,773.972 1,202,242.593   MT  0.99993040   +1 02 46.9
 AT0923;SPC LA S     -   488,102.61  3,944,357.57   sFT  0.99993040   +1 02 46.9
 AT0923;UTM  16      - 3,301,558.705   283,489.793   MT  1.00017840   -1 06 53.4
 AT0923
 AT0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0923!SPC LA S     -   1.00000406  x   0.99993040  =   0.99993446
 AT0923!UTM  16      -   1.00000406  x   1.00017840  =   1.00018246
 AT0923
 AT0923:                Primary Azimuth Mark                     Grid Az
 AT0923:SPC LA S     -  KEEL 2                                   010 21 11.9
 AT0923:UTM  16      -  KEEL 2                                   012 30 52.2
 AT0923
 AT0923|---------------------------------------------------------------------|
 AT0923| PID    Reference Object                     Distance      Geod. Az  |
 AT0923|                                                           dddmmss.s |
 AT0923| AT0927 KEEL 2                              APPROX. 7.6 KM 0112358.8 |
 AT0923| DD6543 COMFORT RM 1                         24.285 METERS 08637     |
 AT0923| DD6544 COMFORT RM 2                         20.662 METERS 21619     |
 AT0923| AT0922 COMFORT 2                            88.397 METERS 29232     |
 AT0923|---------------------------------------------------------------------|
 AT0923
 AT0923                          SUPERSEDED SURVEY CONTROL
 AT0923
 AT0923  NAD 83(1992)-  29 49 31.89753(N)    089 14 26.31923(W) AD(       ) 3
 AT0923  NAD 83(1986)-  29 49 31.90041(N)    089 14 26.32101(W) AD(       ) 3
 AT0923  NAD 27      -  29 49 31.17500(N)    089 14 26.16500(W) AD(       ) 3
 AT0923
 AT0923.Superseded values are not recommended for survey control.
 AT0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0923.See file dsdata.txt to determine how the superseded data were derived.
 AT0923
 AT0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8349001559(NAD 83)
 AT0923_MARKER: DS = TRIANGULATION STATION DISK
 AT0923_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0923_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0923
 AT0923  HISTORY     - Date     Condition        Report By
 AT0923  HISTORY     - 1952     MONUMENTED       CGS
 AT0923  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT0923
 AT0923                          STATION DESCRIPTION
 AT0923
 AT0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0923'ON THE W SHORE OF CHANDELEUR SOUND, 1.5 MILES NE OF MORGAN HARBOR
 AT0923'PASS, ON COMFORT
 AT0923'ISLAND AT PT.  COMFORT, APPROXIMATELY 300 FEET E OF
 AT0923'LARGE POND.
 AT0923'
 AT0923'STATION MARK IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH
 AT0923'TILE WHICH IS
 AT0923'FASTENED TO THE UPPER END OF A WOODEN 2X4X8 DRIVEN INTO
 AT0923'THE MARSH.  IT IS STAMPED
 AT0923'COMFORT 1952 AND PROJECTS APPROXIMATELY 1
 AT0923'FOOT.
 AT0923'
 AT0923'R.M. 1 IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH TILE
 AT0923'WHICH IS FASTENED
 AT0923'TO THE UPPER END OF A WOODEN 2X4X8 POST DRIVEN INTO
 AT0923'THE MARSH.  IT IS STAMPED COMFORT NO
 AT0923'1 1952 AND PROJECTS
 AT0923'APPROXIMATELY 1 FOOT.
 AT0923'
 AT0923'R.M. 2 IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH TILE
 AT0923'WHICH IS FASTENED
 AT0923'TO THE UPPER END OF A WOODEN 2X4X8 POST DRIVEN INTO
 AT0923'THE MARSH.  IT IS STAMPED COMFORT NO
 AT0923'2 1952 AND PROJECTS
 AT0923'APPROXIMATELY 1 FOOT.
 AT0923
 AT0923                          STATION RECOVERY (1966)
 AT0923
 AT0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0923'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN FAIR
 AT0923'CONDITION.  THE
 AT0923'DIRECTION BETWEEN THE REFERENCE MARKS MISSED THE 1952
 AT0923'OBSERVATIONS BY 7 MINUTES AND 21.0
 AT0923'SECONDS.  THE STATION IS NOW IN
 AT0923'THE WATER AND FAIRLY LOOSE AND WILL BE LOST DUE TO
 AT0923'EROSION.  A NEW
 AT0923'STATION COMFORT 2 WAS ESTABLISHED AT THIS TIME.
 AT0923'
 AT0923'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 AT0923'
 AT0923'OF MITCHELL ISLAND, 1-1/2 MILES NORTHEAST OF MORGAN HARBOR PASS, ON
 AT0923'THE WEST SHORE OF
 AT0923'CHANDELEUR SOUND AT PT.  COMFORT AND ON COMFORT
 AT0923'ISLAND.
 AT0923'
 AT0923'STATION MARK IS A STANDARD DISK STAMPED COMFORT 1952, IS SET IN THE
 AT0923'TOP OF AN 8 INCH
 AT0923'TERRACOTTA TILE WHICH PROJECTS 12 INCHES.  IT IS 300
 AT0923'FEET EAST OF A SMALL POND, 158 FEET
 AT0923'WEST OF THE WATERS EDGE, 57 FEET
 AT0923'SOUTH OF THE WATERS EDGE AND 3 FEET NORTH-NORTHEAST OF
 AT0923'THE WATERS
 AT0923'EDGE.
 AT0923'
 AT0923'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COMFORT NO 1 1952, IS
 AT0923'SET IN THE TOP OF
 AT0923'AN 8 INCH TERRACOTTA TILE WHICH PROJECTS 8 INCHES.
 AT0923'THE MARK WAS FOUND LEANING SLIGHTLY
 AT0923'TO THE WEST.  IT IS 79 FEET WEST
 AT0923'OF THE EAST END OF THE ISLAND, 57 FEET SOUTH OF THE
 AT0923'WATERS EDGE AND
 AT0923'20 FEET NORTH OF THE WATERS EDGE.
 AT0923'
 AT0923'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COMFORT NO 2 1952, IS
 AT0923'SET IN THE TOP OF
 AT0923'AN 8 INCH TERRACOTTA TILE WHICH PROJECTS 12 INCHES.
 AT0923'THE MARK WAS FOUND LEANING SLIGHTLY
 AT0923'TO THE WEST.  IT IS 14 FEET WEST
 AT0923'OF THE WATERS EDGE.
 AT0923'
 AT0923'NO AZIMUTH MARK SET.
 AT0923'
 AT0923'THE STATION CAN BE REACHED BY FLOAT PLANE, HELICOPTER OR BOAT
 AT0923'ONLY.
 AT0923'
 AT0923'NOTE- THE MARKS WERE NOT DESTROYED AT THIS TIME.
 AT0923'
 AT0923'COMFORT 2 , A STANDARD DISK STAMPED COMFORT 2 1966, IS CRIMPED TO THE
 AT0923'TOP OF A 5/8 INCH
 AT0923'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT0923'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT0923'PROJECTS 2.2 FEET.  IT IS 225 FEET
 AT0923'EAST-NORTHEAST OF A SMALL POND, 144 FEET SOUTH OF
 AT0923'THE WATERS EDGE AND
 AT0923'3 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0922 ***********************************************************************
 AT0922  DESIGNATION -  COMFORT 2
 AT0922  PID         -  AT0922
 AT0922  STATE/COUNTY-  LA/ST BERNARD
 AT0922  USGS QUAD   -  
 AT0922
 AT0922                         *CURRENT SURVEY CONTROL
 AT0922  ___________________________________________________________________
 AT0922* NAD 83(1992)-  29 49 32.99268(N)    089 14 29.36582(W)     ADJUSTED  
 AT0922* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0922  ___________________________________________________________________
 AT0922  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0922  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AT0922
 AT0922  HORZ ORDER  -  THIRD
 AT0922
 AT0922.The horizontal coordinates were established by classical geodetic methods
 AT0922.and adjusted by the National Geodetic Survey in May 1994..
 AT0922.No horizontal observational check was made to the station.
 AT0922
 AT0922.The orthometric height was scaled from a topographic map.
 AT0922
 AT0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0922
 AT0922.The geoid height was determined by GEOID03.
 AT0922
 AT0922;                    North         East     Units Scale Factor Converg.
 AT0922;SPC LA S     -   148,806.339 1,202,160.341   MT  0.99993038   +1 02 45.4
 AT0922;SPC LA S     -   488,208.80  3,944,087.72   sFT  0.99993038   +1 02 45.4
 AT0922;UTM  16      - 3,301,594.160   283,408.800   MT  1.00017884   -1 06 55.0
 AT0922
 AT0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0922!SPC LA S     -   1.00000406  x   0.99993038  =   0.99993444
 AT0922!UTM  16      -   1.00000406  x   1.00017884  =   1.00018290
 AT0922
 AT0922|---------------------------------------------------------------------|
 AT0922| PID    Reference Object                     Distance      Geod. Az  |
 AT0922|                                                           dddmmss.s |
 AT0922| AT0923 COMFORT                              88.397 METERS 11232     |
 AT0922| AT0924 COMFORT 2 RM 3                       14.852 METERS 20636     |
 AT0922| AT0990 COMFORT 2 1966 AZ MK                APPROX. 1.0 KM 2802618.0 |
 AT0922| DD6545 COMFORT 2 RM 4                       13.155 METERS 30653     |
 AT0922|---------------------------------------------------------------------|
 AT0922
 AT0922                          SUPERSEDED SURVEY CONTROL
 AT0922
 AT0922  NAD 83(1992)-  29 49 32.99738(N)    089 14 29.36048(W) AD(       ) 3
 AT0922  NAD 83(1986)-  29 49 33.00027(N)    089 14 29.36226(W) AD(       ) 3
 AT0922  NAD 27      -  29 49 32.27500(N)    089 14 29.20600(W) AD(       ) 3
 AT0922
 AT0922.Superseded values are not recommended for survey control.
 AT0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0922.See file dsdata.txt to determine how the superseded data were derived.
 AT0922
 AT0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8340901594(NAD 83)
 AT0922_MARKER: DS = TRIANGULATION STATION DISK
 AT0922_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0922+WITH SETTING: INFORMATION.
 AT0922_SP_SET: PREFABRICATED CONCRETE POST
 AT0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0922
 AT0922  HISTORY     - Date     Condition        Report By
 AT0922  HISTORY     - 1966     MONUMENTED       CGS
 AT0922  HISTORY     - 1970     GOOD             NGS
 AT0922
 AT0922                          STATION DESCRIPTION
 AT0922
 AT0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0922'STATION IS ABOUT 3-1/2 MILES NORTH OF CHICOT ISLAND, 3 MILES SOUTH OF
 AT0922'MITCHELL ISLAND, 1
 AT0922'1/2 MILES NORTHEAST OF MORGAN HARBOR PASS, ON THE
 AT0922'WEST SHORE OF CHANDELEUR SOUND AT PT.
 AT0922'COMFORT AND ON COMFORT ISLAND.
 AT0922'
 AT0922'STATION MARK, A STANDARD DISK STAMPED COMFORT 2 1966, IS CRIMPED TO
 AT0922'THE TOP OF A 5/8
 AT0922'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT0922'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT0922'WHICH PROJECTS 2.2 FEET.  IT IS
 AT0922'225 FEET EAST-NORTHEAST OF A SMALL POND, 144 FEET
 AT0922'SOUTH OF THE WATERS
 AT0922'EDGE AND 3 FEET NORTH OF A METAL WITNESS POST.
 AT0922'
 AT0922'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COMFORT 2 NO 3 1966, IS
 AT0922'CRIMPED TO THE TOP
 AT0922'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0922'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT0922'PIPE WHICH PROJECTS 2.1 FEET.
 AT0922'IT IS 193 FEET SOUTH OF THE WATERS EDGE AND 45.9 FEET
 AT0922'SOUTH OF THE
 AT0922'METAL WITNESS POST.
 AT0922'
 AT0922'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COMFORT 2 NO 4 1966, IS
 AT0922'CRIMPED TO THE TOP
 AT0922'OF A 5/8 INCH ORANGEBURG PIPE WHICH PROJECTS 1.8
 AT0922'FEET.  IT IS 138 FEET SOUTH OF THE
 AT0922'WATERS EDGE AND 44.2 FEET WEST OF
 AT0922'THE METAL WITNESS POST.
 AT0922'
 AT0922'NO AZIMUTH MARK SET.
 AT0922'
 AT0922'STATION CAN BE REACHED BY FLOAT PLANE, HELICOPTER OR BOAT ONLY.
 AT0922'
 AT0922'COMFORT 1952, A STANDARD DISK STAMPED COMFORT 1952, IS SET IN THE TOP
 AT0922'OF AN 8 INCH
 AT0922'TERRACOTTA TILE WHICH PROJECTS 12 INCHES.  IT IS 300
 AT0922'FEET EAST OF A SMALL POND, 158
 AT0922'FEET WEST OF THE WATERS EDGE, 57 FEET
 AT0922'SOUTH OF THE WATERS EDGE AND 3 FEET
 AT0922'NORTH-NORTHEAST OF THE WATERS
 AT0922'EDGE.
 AT0922
 AT0922                          STATION RECOVERY (1970)
 AT0922
 AT0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0922'STATION WAS VISITED 4-16-70.  THE STATION MARK AND REFERENCE MARKS
 AT0922'3 AND 4 WERE RECOVERED AND FOUND IN GOOD CONDITION.  STATION COMFORT
 AT0922'1952 WAS NOT RECOVERED AS IT IS QUITE A WAYS OFFSHORE NOW.  AN
 AT0922'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AND THE DISTANCE MEASURED
 AT0922'WITH A DIST 0 MAT AND ALSO WITH A TELLUROMETER.  A NEW
 AT0922'DESCRIPTION FOLLOWS--
 AT0922'
 AT0922'STATION IS LOCATED ABOUT 35 MILES NORTHEAST OF EMPIRE, 28 MILES
 AT0922'EAST OF SHELL BEACH, 5-1/2 MILES SOUTH-SOUTHEAST OF MITCHELL
 AT0922'ISLAND, 2 MILES NORTHEAST OF MORGAN HARBOR PASS, ON THE WEST SHORE
 AT0922'OF CHANDELEUR SOUND, AND ON THE EAST END OF COMFORT ISLAND, WHICH IS
 AT0922'KNOWN AS POINT COMFORT.  IT IS 190 FEET NORTHEAST OF THE EAST
 AT0922'SIDE OF A SMALL LAKE, 152 FEET WEST OF THE EXTREME EAST END OF
 AT0922'THE ISLAND, 83 FEET SOUTHWEST OF THE NEAREST SHORELINE AND 3.5 FEET
 AT0922'NORTHEAST OF A METAL WITNESS POST.  IT IS A C AND GS TRIANGULATION
 AT0922'STATION DISK, STAMPED COMFORT 2 1966, CRIMPED TO THE TOP OF A 5/8
 AT0922'INCH COPPER WELD GROUND ROD 32 FEET LONG AND ENCASED IN A 4 INCH
 AT0922'ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT0922'
 AT0922'REFERENCE MARK NO. 3 IS 48.73 FEET SOUTH-SOUTHWEST OF THE
 AT0922'STATION.  IT IS 143 FEET NORTHEAST OF THE EAST EDGE OF THE LAKE
 AT0922'AND 45.5 FEET SOUTH-SOUTHWEST OF THE METAL WITNESS POST.  IT IS A
 AT0922'C AND GS REFERENCE MARK DISK, STAMPED COMFORT 2 NO 3 1966, CRIMPED
 AT0922'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND
 AT0922'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT0922'
 AT0922'REFERENCE MARK NO. 4 IS 43.16 FEET NORTHWEST OF THE STATION.  IT IS
 AT0922'83 FEET SOUTHWEST OF THE NEAREST SHORELINE AND 45 FEET NORTHWEST OF
 AT0922'THE METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 AT0922'STAMPED COMFORT 2 NO 4 1966, CRIMPED TO THE TOP OF A 5/8 INCH
 AT0922'COPPER WELD GROUND ROD AND ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT0922'WHICH PROJECT 2 FEET.
 AT0922'
 AT0922'THE AZIMUTH MARK IS 1020.814 METERS WEST OF THE STATION.  IT IS 150
 AT0922'YARDS NORTH OF A DREDGED INLET, 130 FEET SOUTHWEST FROM A SMALL
 AT0922'INLET, 102 FEET NORTHEAST FROM A SMALL INLET, 100 FEET NORTH FROM A
 AT0922'SMALL INLET AND 0.7 METER EAST OF A METAL WITNESS POST.  IT IS A
 AT0922'C AND GS AZIMUTH MARK DISK, STAMPED COMFORT 2 1966 1970, CRIMPED
 AT0922'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND
 AT0922'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 18 INCHES.
 AT0922'
 AT0922'NOTE--THIS STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0922'
 AT0922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES E OF
 AT0922'SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0990 ***********************************************************************
 AT0990  DESIGNATION -  COMFORT 2 1966 AZ MK
 AT0990  PID         -  AT0990
 AT0990  STATE/COUNTY-  LA/ST BERNARD
 AT0990  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0990
 AT0990                         *CURRENT SURVEY CONTROL
 AT0990  ___________________________________________________________________
 AT0990* NAD 83(1992)-  29 49 38.99770(N)    089 15 06.75871(W)     ADJUSTED  
 AT0990* NAVD 88     -        -0.0    (meters)      -0.     (feet)  VERTCON   
 AT0990  ___________________________________________________________________
 AT0990  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AT0990  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AT0990
 AT0990  HORZ ORDER  -  THIRD
 AT0990
 AT0990.The horizontal coordinates were established by classical geodetic methods
 AT0990.and adjusted by the National Geodetic Survey in May 1994..
 AT0990.No horizontal observational check was made to the station.
 AT0990
 AT0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0990
 AT0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0990
 AT0990.The geoid height was determined by GEOID03.
 AT0990
 AT0990;                    North         East     Units Scale Factor Converg.
 AT0990;SPC LA S     -   148,972.920 1,201,153.279   MT  0.99993029   +1 02 26.7
 AT0990;SPC LA S     -   488,755.32  3,940,783.72   sFT  0.99993029   +1 02 26.7
 AT0990;UTM  16      - 3,301,798.652   282,408.485   MT  1.00018420   -1 07 13.8
 AT0990
 AT0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0990!SPC LA S     -   1.00000406  x   0.99993029  =   0.99993435
 AT0990!UTM  16      -   1.00000406  x   1.00018420  =   1.00018826
 AT0990
 AT0990                          SUPERSEDED SURVEY CONTROL
 AT0990
 AT0990  NAD 83(1992)-  29 49 39.00251(N)    089 15 06.75335(W) AD(       ) 3
 AT0990  NAD 83(1986)-  29 49 39.00546(N)    089 15 06.75512(W) AD(       ) 3
 AT0990  NGVD 29 (07/19/86)    0.0    (m)            0.     (f) VERT ANG       
 AT0990
 AT0990.Superseded values are not recommended for survey control.
 AT0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0990.See file dsdata.txt to determine how the superseded data were derived.
 AT0990
 AT0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8240801799(NAD 83)
 AT0990
 AT0990  HISTORY     - Date     Condition        Report By
 AT0990  HISTORY     - 1966     MONUMENTED       CGS
 AT0990  HISTORY     - 1970     GOOD             NGS
 AT0990
 AT0990                          STATION DESCRIPTION
 AT0990
 AT0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0990'MARK IS 150 YARDS NORTH OF A DREDGED INLET, 130 FEET SOUTHWEST FROM
 AT0990'A SMALL INLET, 102 FEET NORTHEAST FROM A SMALL INLET, 100 FEET NORTH
 AT0990'FROM A SMALL INLET AND 0.7 METER EAST OF A METAL WITNESS POST.  IT
 AT0990'IS A C AND GS AZIMUTH MARK DISK, STAMPED COMFORT 2 1966 1970,
 AT0990'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 AT0990'AND ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 18 INCHES.
 AT0990'
 AT0990'NOTE--THIS STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3994 ***********************************************************************
 BJ3994  DESIGNATION -  COMITE
 BJ3994  PID         -  BJ3994
 BJ3994  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3994  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3994
 BJ3994                         *CURRENT SURVEY CONTROL
 BJ3994  ___________________________________________________________________
 BJ3994* NAD 83(1992)-  30 29 56.11252(N)    091 02 52.59077(W)     ADJUSTED  
 BJ3994* NAVD 88     -        15.651  (meters)      51.35   (feet)  ADJUSTED  
 BJ3994  ___________________________________________________________________
 BJ3994  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ3994  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3994  DYNAMIC HT  -          15.631 (meters)      51.28  (feet)  COMP
 BJ3994  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ3994
 BJ3994  HORZ ORDER  -  FIRST
 BJ3994  VERT ORDER  -  SECOND    CLASS II
 BJ3994
 BJ3994.The horizontal coordinates were established by classical geodetic methods
 BJ3994.and adjusted by the National Geodetic Survey in January 1993..
 BJ3994
 BJ3994.The orthometric height was determined by differential leveling
 BJ3994.and adjusted by the National Geodetic Survey in February 1994..
 BJ3994
 BJ3994.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3994
 BJ3994.The geoid height was determined by GEOID03.
 BJ3994
 BJ3994.The dynamic height is computed by dividing the NAVD 88
 BJ3994.geopotential number by the normal gravity value computed on the
 BJ3994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3994.degrees latitude (g = 980.6199 gals.).
 BJ3994
 BJ3994.The modeled gravity was interpolated from observed gravity values.
 BJ3994
 BJ3994;                    North         East     Units Scale Factor Converg.
 BJ3994;SPC LA S     -   221,605.736 1,027,396.545   MT  0.99996340   +0 08 33.7
 BJ3994;SPC LA S     -   727,051.49  3,370,716.83   sFT  0.99996340   +0 08 33.7
 BJ3994;UTM  15      - 3,375,691.913   687,340.300   MT  1.00003298   +0 59 27.6
 BJ3994
 BJ3994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3994!SPC LA S     -   1.00000181  x   0.99996340  =   0.99996521
 BJ3994!UTM  15      -   1.00000181  x   1.00003298  =   1.00003479
 BJ3994
 BJ3994:                Primary Azimuth Mark                     Grid Az
 BJ3994:SPC LA S     -  COMITE AZ MK                             101 56 21.3
 BJ3994:UTM  15      -  COMITE AZ MK                             101 05 27.4
 BJ3994
 BJ3994|---------------------------------------------------------------------|
 BJ3994| PID    Reference Object                     Distance      Geod. Az  |
 BJ3994|                                                           dddmmss.s |
 BJ3994| CW1236 COMITE AZ MK                                       1020455.0 |
 BJ3994| CW1237 COMITE RM 1                          28.338 METERS 10421     |
 BJ3994| CW1239 COMITE RM 3                          17.994 METERS 31954     |
 BJ3994| CW1238 COMITE RM 2                          26.740 METERS 34216     |
 BJ3994|---------------------------------------------------------------------|
 BJ3994
 BJ3994                          SUPERSEDED SURVEY CONTROL
 BJ3994
 BJ3994  NAD 83(1986)-  30 29 56.13029(N)    091 02 52.58838(W) AD(       ) 1
 BJ3994  NAD 27      -  30 29 55.44972(N)    091 02 52.21334(W) AD(       ) 1
 BJ3994  NGVD 29 (07/19/86)   15.8    (m)           52.     (f) VERT ANG       
 BJ3994
 BJ3994.Superseded values are not recommended for survey control.
 BJ3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3994.See file dsdata.txt to determine how the superseded data were derived.
 BJ3994
 BJ3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8734075692(NAD 83)
 BJ3994_MARKER: DS = TRIANGULATION STATION DISK
 BJ3994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3994_SP_SET: CONCRETE POST
 BJ3994_STAMPING: COMITE 1970
 BJ3994_MARK LOGO: NGS   
 BJ3994_PROJECTION: RECESSED 15 CENTIMETERS
 BJ3994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3994+STABILITY: SURFACE MOTION
 BJ3994
 BJ3994  HISTORY     - Date     Condition        Report By
 BJ3994  HISTORY     - 1970     MONUMENTED       NGS
 BJ3994  HISTORY     - 1970     GOOD             NGS
 BJ3994  HISTORY     - 1974     GOOD             NGS
 BJ3994  HISTORY     - 1987     GOOD             LA-033
 BJ3994
 BJ3994                          STATION DESCRIPTION
 BJ3994
 BJ3994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3994'THE STATION IS ABOUT 5.0 MILES NORTHEAST OF BATON ROUGE, 5.0 MILES
 BJ3994'NORTHWEST OF DENHAM SPRINGS, 4.0 MILES SOUTH OF CENTRAL, 1.4 MILES
 BJ3994'SOUTHWEST OF COMITE AND ON LAND OWNED BY THE COMITE BAPTIST CHURCH.
 BJ3994'
 BJ3994'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND 3035
 BJ3994'IN COMITE, GO SOUTHWEST ON STATE HIGHWAY 37 FOR 1.5 MILES TO THE
 BJ3994'COMITE BAPTIST CHURCH AND EAST BATON ROUGE PARISH ROAD 27 AND THE
 BJ3994'STATION ON THE LEFT.
 BJ3994'
 BJ3994'THE STATION MARKS ARE STANDARD DISKS STAMPED COMITE 1970.  THE
 BJ3994'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ3994'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 107 FEET
 BJ3994'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 37 (GREENWELL
 BJ3994'SPRINGS ROAD), 64 FEET SOUTHWEST OF A DRIVEWAY TO THE COMITE
 BJ3994'BAPTIST CHURCH AND 45 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 BJ3994'EAST BATON ROUGE ROAD 27 (FLANNERY ROAD).  THE UNDERGROUND
 BJ3994'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 BJ3994'INCHES BELOW THE GROUND SURFACE.
 BJ3994'
 BJ3994'REFERENCE MARK 1, A STANDARD DISK STAMPED COMITE NO 1 1970, IS SET IN
 BJ3994'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3994'WITH THE GROUND SURFACE.  IT IS 71 FEET WEST OF THE CENTER OF THE
 BJ3994'EAST ENTRANCE TO THE CHURCH, 38 FEET SOUTH-SOUTHWEST OF THE
 BJ3994'DRIVEWAY TO THE CHURCH, AND 36 FEET NORTH OF THE CENTERLINE OF EAST
 BJ3994'BATON ROUGE ROAD 27.(FLANNERY ROAD).
 BJ3994'
 BJ3994'REFERENCE MARK 2, A STANDARD DISK STAMPED COMITE NO 2 1970, IS SET IN
 BJ3994'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3994'WITH THE GROUND SURFACE.  IT IS 113 FEET NORTHEAST OF THE
 BJ3994'INTERSECTION OF EAST BATON ROUGE ROAD 27 AND STATE HIGHWAY 37, 31
 BJ3994'FEET SOUTH-SOUTHWEST OF THE DRIVEWAY TO THE CHURCH AND 30 FEET
 BJ3994'EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 37
 BJ3994'(GREENWELL SPRINGS ROAD).
 BJ3994'
 BJ3994'THE AZIMUTH MARK, A STANDARD DISK STAMPED COMITE 1970, IS SET IN THE
 BJ3994'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3994'THE GROUND SURFACE.  IT IS 26 FEET NORTHEAST OF THE CENTERLINE OF
 BJ3994'EAST BATON ROUGE ROAD 27 (FLANNERY ROAD), 20 FEET WEST-NORTHWEST
 BJ3994'OF THE CENTERLINE OF BUHLER DRIVE AND 5 FEET SOUTH-SOUTHWEST OF A
 BJ3994'METAL WITNESS POST.
 BJ3994'
 BJ3994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON EAST BATON
 BJ3994'ROUGE ROAD 27 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BJ3994'
 BJ3994'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BJ3994
 BJ3994                          STATION RECOVERY (1974)
 BJ3994
 BJ3994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 BJ3994'THE STATION WAS VISITED 10-24-73 AND ALL MARKS WERE FOUND IN GOOD
 BJ3994'CONDITION.  REFERENCE MARK NO. 2 WAS MOVED AT THIS DATE DUE TO ROAD
 BJ3994'CONSTRUCTION.  R.M. NO. 3 WAS ESTABLISHED AND THE DISK FOR R.M. 2
 BJ3994'WAS RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 BJ3994'
 BJ3994'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF BATON ROUGE, 5.0
 BJ3994'MILES NORTHWEST OF DENHAM SPRINGS, 4.0 MILES SOUTH OF CENTRAL AT THE
 BJ3994'INTERSECTION OF E. BATON ROUGE ROAD NO. 27 AND STATE HIGHWAY 37
 BJ3994'(GREENWELL SPRINGS ROAD) ON THE PROPERTY OF THE COMITE BAPTIST
 BJ3994'CHURCH. IT IS 107 FEET EAST OF THE CENTER OF STATE HIGHWAY 37, 44
 BJ3994'FEET NORTH OF THE CENTER OF E. BATON ROUGE ROAD NO. 27, 161 FEET
 BJ3994'WEST OF THE ENTRANCE TO THE CHURCH, 130 FEET SOUTHWEST OF A
 BJ3994'2-FOOT OAK TREE, 194 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF
 BJ3994'THE CHURCH, 58 FEET EAST OF A POWER POLE, 9.5 FEET NORTHWEST OF A
 BJ3994'4 BY 8 METAL BOX FLUSH WITH THE GROUND.  IT IS TRIANGULATION
 BJ3994'STATION DISK STAMPED COMITE 1970 FLUSH WITH THE GROUND.
 BJ3994'
 BJ3994'REFERENCE MARK NO. 1 IS 92.97 FEET EAST OF THE STATION.  IT IS 37
 BJ3994'FEET NORTH OF THE CENTER OF FLANNERY ROAD, 69 FEET WEST OF THE
 BJ3994'DRIVEWAY TO THE CHURCH, 66 FEET SOUTH OF A 2-FOOT OAK TREE.  IT IS A
 BJ3994'REFERENCE MARK DISK STAMPED COMITE NO 1 1970.
 BJ3994'
 BJ3994'REFERENCE MARK NO. 3 IS 59.04 FEET WNW OF THE STATION, 49 FEET EAST
 BJ3994'OF THE CENTER OF STATE HIGHWAY 37, 75 FEET NORTH OF THE CENTER OF E.
 BJ3994'BATON ROUGE ROAD NO. 27 (FLANNERY ROAD), 2 FEET SOUTHWEST OF A
 BJ3994'POWER POLE, 37 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF
 BJ3994'THE CHURCH (FRONT).  IT IS A REFERENCE MARK DISK STAMPED COMITE
 BJ3994'NO 3 1970 1974 FLUSH.
 BJ3994'
 BJ3994'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION IN THE NORTHWEST
 BJ3994'ANGLE OF THE INTERSECTION OF FLANNERY ROAD AND BUHLER DRIVE, 25 FEET
 BJ3994'NORTH OF THE CENTER OF FLANNERY ROAD, 19 FEET WEST OF BUHLER DRIVE,
 BJ3994'30 FEET SOUTH OF A 2-FOOT PINE TREE, 14.8 FEET SOUTH OF A FENCE
 BJ3994'CORNER AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS AN AZIMUTH
 BJ3994'MARK DISK STAMPED COMITE 1970, FLUSH WITH THE GROUND.
 BJ3994'
 BJ3994'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND 3035
 BJ3994'IN COMITE GO SOUTHWEST ON STATE HIGHWAY 37 FOR 1.5 MILE TO THE COMITE
 BJ3994'BAPTIST CHURCH AND THE STATION ON THE LEFT.
 BJ3994'
 BJ3994'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON E. BATON ROUGE
 BJ3994'ROAD NO. 27 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BJ3994'
 BJ3994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILE NORTHEAST
 BJ3994'OF BATON ROUGE.
 BJ3994
 BJ3994                          STATION RECOVERY (1987)
 BJ3994
 BJ3994'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3994'7.3 KM (4.55 MI) NE FROM NORTHEAST BATON ROUGE.
 BJ3994'ABOUT 7.3 KM (4.55 MI) NORTHEAST ALONG GREENWELL SPRINGS ROAD (STATE
 BJ3994'HIGHWAY 37) FROM THE INTERSECTION OF AIRLINE HIGHWAY (U.S HIGHWAY 61)
 BJ3994'TO THE COMITE BAPTIST CHURCH AND THE MARK ON THE RIGHT, 32.6 METERS
 BJ3994'(107 FT) SOUTHEAST OF THE CENTERLINE OF GREENWELL SPRINGS ROAD, 16
 BJ3994'METERS (52.5 FT) SOUTHEAST OF THE NORTH CORNER OF LARGE BRICK WALL
 BJ3994'WITH SIGN, COMITE BAPTIST CHURCH, 13.7 METERS NORTH-NORTHEAST OF THE
 BJ3994'CENTERLINE OF FLANNERY ROAD, 2.7 METERS (9 FT) NORTH-NORTHEAST OF AN
 BJ3994'8-INCH METAL GAS METER COVER THAT IS FLUSH WITH THE GROUND AND
 BJ3994'PAINTED RED.
 BJ3994'THE MARK IS 0.30 M ABOVE FLANNERY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1916 ***********************************************************************
 CP1916  DESIGNATION -  COMO BOLT
 CP1916  PID         -  CP1916
 CP1916  STATE/COUNTY-  LA/FRANKLIN
 CP1916  USGS QUAD   -  COMO (1983)
 CP1916
 CP1916                         *CURRENT SURVEY CONTROL
 CP1916  ___________________________________________________________________
 CP1916* NAD 83(1986)-  32 05 55.     (N)    091 36 06.     (W)     SCALED    
 CP1916* NAVD 88     -        22.22   (+/-2cm)      72.9    (feet)  VERTCON   
 CP1916  ___________________________________________________________________
 CP1916  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1916
 CP1916  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1916
 CP1916.The horizontal coordinates were scaled from a topographic map and have
 CP1916.an estimated accuracy of +/- 6 seconds.
 CP1916
 CP1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1916.The vertical order pertains to the NGVD 29 superseded value.
 CP1916
 CP1916.The geoid height was determined by GEOID03.
 CP1916
 CP1916;                    North         East    Units  Estimated Accuracy
 CP1916;SPC LA N     -   177,600.    1,084,790.      MT  (+/- 180 meters Scaled)
 CP1916
 CP1916                          SUPERSEDED SURVEY CONTROL
 CP1916
 CP1916  NGVD 29 (??/??/92)   22.235  (m)           72.95   (f) ADJ UNCH    1 2
 CP1916
 CP1916.Superseded values are not recommended for survey control.
 CP1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1916.See file dsdata.txt to determine how the superseded data were derived.
 CP1916
 CP1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR319522(NAD 83)
 CP1916_MARKER: B = BOLT
 CP1916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1916_SP_SET: SLAB
 CP1916_STAMPING: COMO
 CP1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1916
 CP1916  HISTORY     - Date     Condition        Report By
 CP1916  HISTORY     - UNK      MONUMENTED       DOD
 CP1916  HISTORY     - 1966     GOOD             NGS
 CP1916
 CP1916                          STATION DESCRIPTION
 CP1916
 CP1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1916'9.1 MI SE FROM WINNSBORO.
 CP1916'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1916'WINNSBORO, THENCE 8.7 MILES SOUTHEAST ALONG STATE HIGHWAY 4, IN
 CP1916'SECTION 24, T 13 N, R 8 E, AT THE SOUTHWEST POINT OF A TRIANGLE FORMED
 CP1916'BY THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 128, 115 FEET
 CP1916'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF THE
 CP1916'CENTER LINE OF STATE HIGHWAY 128, 68 FEET NORTH OF THE CENTER LINE OF
 CP1916'A ROAD CONNECTING THE HIGHWAYS, 43 FEET SOUTHWEST OF A 30-INCH
 CP1916'HACKBERRY TREE, 36 FEET WEST OF A 48-INCH OAK TREE, 1.2 FEET NORTHWEST
 CP1916'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS, A COPPER BOLT
 CP1916'SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND,
 CP1916'ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP
 CP1916'AND PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1974 ***********************************************************************
 CP1974  DESIGNATION -  COMO CAP
 CP1974  PID         -  CP1974
 CP1974  STATE/COUNTY-  LA/FRANKLIN
 CP1974  USGS QUAD   -  COMO (1983)
 CP1974
 CP1974                         *CURRENT SURVEY CONTROL
 CP1974  ___________________________________________________________________
 CP1974* NAD 83(1986)-  32 05 55.     (N)    091 36 06.     (W)     SCALED    
 CP1974* NAVD 88     -        23.40   (+/-2cm)      76.8    (feet)  VERTCON   
 CP1974  ___________________________________________________________________
 CP1974  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1974
 CP1974  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1974
 CP1974.The horizontal coordinates were scaled from a topographic map and have
 CP1974.an estimated accuracy of +/- 6 seconds.
 CP1974
 CP1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1974.The vertical order pertains to the NGVD 29 superseded value.
 CP1974
 CP1974.The geoid height was determined by GEOID03.
 CP1974
 CP1974;                    North         East    Units  Estimated Accuracy
 CP1974;SPC LA N     -   177,600.    1,084,790.      MT  (+/- 180 meters Scaled)
 CP1974
 CP1974                          SUPERSEDED SURVEY CONTROL
 CP1974
 CP1974  NGVD 29 (??/??/92)   23.414  (m)           76.82   (f) ADJ UNCH    1 2
 CP1974
 CP1974.Superseded values are not recommended for survey control.
 CP1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1974.See file dsdata.txt to determine how the superseded data were derived.
 CP1974
 CP1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR319522(NAD 83)
 CP1974_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1974_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1974_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1974_STAMPING: COMO
 CP1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1974
 CP1974  HISTORY     - Date     Condition        Report By
 CP1974  HISTORY     - UNK      MONUMENTED       DOD
 CP1974  HISTORY     - 1969     GOOD             LADTD
 CP1974
 CP1974                          STATION DESCRIPTION
 CP1974
 CP1974'DESCRIBED BY LA TRANSP AND DEV 1969
 CP1974'5.60 MI NE FROM GILBERT.
 CP1974'ABOUT 5.60 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE HIGH
 CP1974'SCHOOL BUILDING IN GILBERT.  THENCE EAST ALONG HANNA STREET 0.25 MILE
 CP1974'ACROSS LOUISIANA HIGHWAY 15 AND MISSOURI PACIFIC RAILROAD TRACK TO THE
 CP1974'INTERSECTION OF LEE STREET.  THENCE NORTH ALONG LEE STREET 0.15 MILE
 CP1974'TO THE INTERSECTION OF LOUISIANA HIGHWAY 128.  THENCE NORTHEAST ALONG
 CP1974'LOUISIANA HIGHWAY 128, 5.20 MILES TO THE MAKR.  IT IS 50.4 FEET EAST
 CP1974'OF CENTERLINE OF LOUISIANA HIGHWAY 128, 114.0 FEET WEST OF CENTERLINE
 CP1974'OF LOUISIANA HIGHWAY 4, 68.0 FEET NORTH OF BLACKTOP ROAD CONNECTING
 CP1974'LOUISIANA HIGHWAYS 4 AND 128, 36 FEET WEST OF A 48 INCH PIN OAK. SET
 CP1974'ON TOP OF A 3 INCH DIAMETER PIPE WITH BRASS CAP AND PROJECTING 5
 CP1974'INCHES ABOVE GROUND.  A METAL WITNESS POST IS SET 1.0 FOOT NORTH OF
 CP1974'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6239 ***********************************************************************
 AH6239  DESIGNATION -  COMPANY
 AH6239  PID         -  AH6239
 AH6239  STATE/COUNTY-  LA/TERREBONNE
 AH6239  USGS QUAD   -  BOURG (1974)
 AH6239
 AH6239                         *CURRENT SURVEY CONTROL
 AH6239  ___________________________________________________________________
 AH6239* NAD 83(1992)-  29 33 50.57550(N)    090 36 07.78190(W)     ADJUSTED  
 AH6239* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6239  **This station is located in a subsidence area (see below).
 AH6239  ___________________________________________________________________
 AH6239  X           -     -58,351.308 (meters)                     COMP
 AH6239  Y           -  -5,551,932.142 (meters)                     COMP
 AH6239  Z           -   3,128,420.058 (meters)                     COMP
 AH6239  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6239  ELLIP HEIGHT-         -23.86  (meters)          (02/21/02) GPS OBS
 AH6239  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6239
 AH6239  HORZ ORDER  -  FIRST
 AH6239  ELLP ORDER  -  FIFTH     CLASS I
 AH6239
 AH6239.The horizontal coordinates were established by GPS observations
 AH6239.and adjusted by the National Geodetic Survey in December 1998..
 AH6239
 AH6239 ** The orthometric height has not been validated since last determined
 AH6239 ** by differential leveling and should not be used for control purposes.
 AH6239 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6239 ** area with valid NAVD 88 orthometric heights.
 AH6239 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6239 ** epoch indicated which incorporates improved geoid heights for the
 AH6239 ** Southern Louisiana Subsidence area.
 AH6239 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6239.The orthometric height was determined by GPS observations and a
 AH6239.high-resolution geoid model.
 AH6239
 AH6239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6239
 AH6239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6239
 AH6239.The ellipsoidal height was determined by GPS observations
 AH6239.and is referenced to NAD 83.
 AH6239
 AH6239.The geoid height was determined by GEOID03.
 AH6239
 AH6239;                    North         East     Units Scale Factor Converg.
 AH6239;SPC LA S     -   118,170.915 1,070,850.650   MT  0.99995461   +0 21 56.1
 AH6239;SPC LA S     -   387,699.08  3,513,282.51   sFT  0.99995461   +0 21 56.1
 AH6239;UTM  15      - 3,272,879.309   732,305.133   MT  1.00026592   +1 11 01.0
 AH6239
 AH6239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6239!SPC LA S     -   1.00000375  x   0.99995461  =   0.99995836
 AH6239!UTM  15      -   1.00000375  x   1.00026592  =   1.00026967
 AH6239
 AH6239|---------------------------------------------------------------------|
 AH6239| PID    Reference Object                     Distance      Geod. Az  |
 AH6239|                                                           dddmmss.s |
 AH6239| AH6240 TGB 01                              363.108 METERS 18134     |
 AH6239|---------------------------------------------------------------------|
 AH6239
 AH6239                          SUPERSEDED SURVEY CONTROL
 AH6239
 AH6239  ELLIP H (12/17/98)  -23.80   (m)                       GP(       ) 4 2
 AH6239
 AH6239.Superseded values are not recommended for survey control.
 AH6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6239.See file dsdata.txt to determine how the superseded data were derived.
 AH6239
 AH6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3230572879(NAD 83)
 AH6239_MARKER: I = METAL ROD
 AH6239_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6239_STAMPING: COMPANY
 AH6239_MARK LOGO: LA-109
 AH6239_PROJECTION: RECESSED 10 CENTIMETERS
 AH6239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6239+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6239_ROD/PIPE-DEPTH: 18.3 meters
 AH6239_SLEEVE-DEPTH  :  0.9 meters
 AH6239
 AH6239  HISTORY     - Date     Condition        Report By
 AH6239  HISTORY     - 1995     MONUMENTED       MPHI
 AH6239
 AH6239                          STATION DESCRIPTION
 AH6239
 AH6239'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6239'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6239'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6239'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6239'AND TRAVEL SOUTHERLY FOR 8.6 MI (13.8 KM) TO THE STATION ON THE LEFT.
 AH6239'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE
 AH6239'STATION IS 49.0 FT (14.9 M) NORTHWEST FROM THE CORNER OF THE BULKHEAD,
 AH6239'50.0 FT (15.2 M) NORTHEAST FROM THE CENTERLINE OF EAST END OF THE
 AH6239'CONCRETE CROSSING DRAINAGE, 75.5 FT (23.0 M) NORTHEAST FROM THE 36
 AH6239'INCH OAK TREE, AND 13.8 FT (4.2 M) SOUTHEAST FROM THE CENTERLINE OF
 AH6239'HWY 316.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0735 ***********************************************************************
 AV0735  DESIGNATION -  CON
 AV0735  PID         -  AV0735
 AV0735  STATE/COUNTY-  LA/CAMERON
 AV0735  USGS QUAD   -  BIG CONSTANCE LAKE (1979)
 AV0735
 AV0735                         *CURRENT SURVEY CONTROL
 AV0735  ___________________________________________________________________
 AV0735* NAD 83(1992)-  29 35 43.59503(N)    092 41 00.62441(W)     ADJUSTED  
 AV0735* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0735  **This station is located in a subsidence area (see below).
 AV0735  ___________________________________________________________________
 AV0735  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AV0735  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AV0735
 AV0735  HORZ ORDER  -  SECOND
 AV0735
 AV0735.The horizontal coordinates were established by classical geodetic methods
 AV0735.and adjusted by the National Geodetic Survey in January 1993..
 AV0735
 AV0735 ** The orthometric height has not been validated since last determined
 AV0735 ** by differential leveling and should not be used for control purposes.
 AV0735 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0735 ** area with valid NAVD 88 orthometric heights.
 AV0735 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0735 ** epoch indicated which incorporates improved geoid heights for the
 AV0735 ** Southern Louisiana Subsidence area.
 AV0735 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0735.The orthometric height was scaled from a topographic map.
 AV0735
 AV0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0735
 AV0735.The geoid height was determined by GEOID03.
 AV0735
 AV0735;                    North         East     Units Scale Factor Converg.
 AV0735;SPC LA S     -   122,195.158   869,211.125   MT  0.99995061   -0 40 30.4
 AV0735;SPC LA S     -   400,901.95  2,851,736.83   sFT  0.99995061   -0 40 30.4
 AV0735;UTM  15      - 3,274,000.347   530,648.169   MT  0.99961159   +0 09 22.7
 AV0735
 AV0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0735!SPC LA S     -   1.00000403  x   0.99995061  =   0.99995464
 AV0735!UTM  15      -   1.00000403  x   0.99961159  =   0.99961562
 AV0735
 AV0735|---------------------------------------------------------------------|
 AV0735| PID    Reference Object                     Distance      Geod. Az  |
 AV0735|                                                           dddmmss.s |
 AV0735| CV9707 CON RM 1                             12.676 METERS 07338     |
 AV0735| CV9706 CON AZ MK                                          1124408.6 |
 AV0735| CV9708 CON RM 2                             26.292 METERS 30407     |
 AV0735|---------------------------------------------------------------------|
 AV0735
 AV0735                          SUPERSEDED SURVEY CONTROL
 AV0735
 AV0735  NAD 83(1986)-  29 35 43.61173(N)    092 41 00.59879(W) AD(       ) 2
 AV0735  NAD 27      -  29 35 42.80300(N)    092 41 00.08700(W) AD(       ) 2
 AV0735
 AV0735.Superseded values are not recommended for survey control.
 AV0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0735.See file dsdata.txt to determine how the superseded data were derived.
 AV0735
 AV0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3064874000(NAD 83)
 AV0735_MARKER: DS = TRIANGULATION STATION DISK
 AV0735_SETTING: 0 = UNSPECIFIED SETTING
 AV0735
 AV0735  HISTORY     - Date     Condition        Report By
 AV0735  HISTORY     - 1933     MONUMENTED       CGS
 AV0735
 AV0735                          STATION DESCRIPTION
 AV0735
 AV0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0735'LOCATED ABOUT 4.6 MILES W OF W BIG CONSTANCE BAYOU AND 1.0
 AV0735'MILE E OF LITTLE CONSTANCE BAYOU.  LOCATED ON THE GULF COAST,
 AV0735'ON THE INSHORE SIDE OF A STRIP OF SHELL THROWN UP BEHIND
 AV0735'A MUD SHELF, 30 METERS FROM HIGH-WATER LINE, AND 10 METERS
 AV0735'FROM MARSH.  THE SHORE LINE IN THIS VICINITY IS RECEDING.
 AV0735'
 AV0735'STATION MARK IS STANDARD DISK SET IN TOP OF A 5-INCH BY
 AV0735'5-FOOT IRON OIL PIPE FILLED WITH CONCRETE, EXTENDING 18 INCHES
 AV0735'ABOVE GROUND, AND RESTS ON TOP OF A 2 BY 4 STAKE.
 AV0735'
 AV0735'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AV0735'
 AV0735'AZIMUTH MARK IS SIMILAR TO STATION MARK EXCEPT A BRASS SCREW
 AV0735'WITH SLOT TOWARD STATION WAS SET IN TOP OF PIPE.  LOCATED ABOUT
 AV0735'1250 FEET TO EASTWARD ON BEACH.
 AV0735'
 AV0735'REFERENCE MARK NO. 1 IS TO THE NE ON EDGE OF MARSH AND SHELL
 AV0735'AND IS CAST AROUND A 2 BY 4 STAKE.
 AV0735'
 AV0735'REFERENCE MARK NO. 2 IS SIMILAR TO REFERENCE MARK NO. 1 AND TO
 AV0735'NW.
 AV0735'
 AV0735'A 20-FOOT SIGNAL WAS BUILT OVER STATION WHICH IS OF AMPLE
 AV0735'HEIGHT TO SEE ALL STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2709 ***********************************************************************
 BX2709  DESIGNATION -  CON 1919
 BX2709  PID         -  BX2709
 BX2709  STATE/COUNTY-  LA/RAPIDES
 BX2709  USGS QUAD   -  BOYCE (1992)
 BX2709
 BX2709                         *CURRENT SURVEY CONTROL
 BX2709  ___________________________________________________________________
 BX2709* NAD 83(1992)-  31 25 28.82416(N)    092 42 32.89709(W)     ADJUSTED  
 BX2709* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BX2709  ___________________________________________________________________
 BX2709  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BX2709  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX2709
 BX2709  HORZ ORDER  -  FIRST
 BX2709
 BX2709.The horizontal coordinates were established by classical geodetic methods
 BX2709.and adjusted by the National Geodetic Survey in January 1993..
 BX2709
 BX2709.The orthometric height was scaled from a topographic map.
 BX2709
 BX2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2709
 BX2709.The geoid height was determined by GEOID03.
 BX2709
 BX2709;                    North         East     Units Scale Factor Converg.
 BX2709;SPC LA N     -   102,543.129   980,116.461   MT  0.99995152   -0 06 38.1
 BX2709;SPC LA N     -   336,426.92  3,215,598.76   sFT  0.99995152   -0 06 38.1
 BX2709;UTM  15      - 3,476,704.547   527,643.680   MT  0.99960943   +0 09 05.9
 BX2709
 BX2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2709!SPC LA N     -   1.00000081  x   0.99995152  =   0.99995233
 BX2709!UTM  15      -   1.00000081  x   0.99960943  =   0.99961024
 BX2709
 BX2709:                Primary Azimuth Mark                     Grid Az
 BX2709:SPC LA N     -  KATE 1919                                141 57 58.1
 BX2709:UTM  15      -  KATE 1919                                141 42 14.1
 BX2709
 BX2709|---------------------------------------------------------------------|
 BX2709| PID    Reference Object                     Distance      Geod. Az  |
 BX2709|                                                           dddmmss.s |
 BX2709| BX2705 KATE 1919                           APPROX. 0.6 KM 1415120.0 |
 BX2709| BX2706 DEA 1919                            APPROX. 0.6 KM 3102416.8 |
 BX2709|---------------------------------------------------------------------|
 BX2709
 BX2709                          SUPERSEDED SURVEY CONTROL
 BX2709
 BX2709  NAD 83(1986)-  31 25 28.84711(N)    092 42 32.88946(W) AD(       ) 1
 BX2709  NAD 27      -  31 25 28.21155(N)    092 42 32.35617(W) AD(       ) 1
 BX2709
 BX2709.Superseded values are not recommended for survey control.
 BX2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2709.See file dsdata.txt to determine how the superseded data were derived.
 BX2709
 BX2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2764476705(NAD 83)
 BX2709_MARKER: S = SPIKE
 BX2709_SETTING: 0 = UNSPECIFIED SETTING
 BX2709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2709
 BX2709  HISTORY     - Date     Condition        Report By
 BX2709  HISTORY     - 1919     MONUMENTED       CGS
 BX2709  HISTORY     - 1934     MARK NOT FOUND   LAGS
 BX2709  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2709  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2709
 BX2709                          STATION DESCRIPTION
 BX2709
 BX2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2709'ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ABOUT 3/8 MILE W
 BX2709'OF ZIMMERMAN, ABOUT 50 METERS (164 FEET) W OF TRESTLE NO. 212A,
 BX2709'AND 4.1 METERS (13 FEET) N OF CENTER LINE OF MAIN TRACK.  MARKED
 BX2709'BY SPIKE IN 2-BY 4-INCH STAKE DRIVEN IN GROUND.
 BX2709
 BX2709                          STATION RECOVERY (1934)
 BX2709
 BX2709'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BX2709'STATION NOT RECOVERED.  THE STATION APPARENTLY HAS BEEN DESTROYED
 BX2709'OR COVERED IN THE CONSTRUCTION OF A NEW RAILWAY FILL.
 BX2709
 BX2709                          STATION RECOVERY (1935)
 BX2709
 BX2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2709'STATION NOT RECOVERED.
 BX2709
 BX2709                          STATION RECOVERY (1999)
 BX2709
 BX2709'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2537 ***********************************************************************
 BW2537  DESIGNATION -  CONCORDIA E MUN TANK
 BW2537  PID         -  BW2537
 BW2537  STATE/COUNTY-  LA/CONCORDIA
 BW2537  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2537
 BW2537                         *CURRENT SURVEY CONTROL
 BW2537  ___________________________________________________________________
 BW2537* NAD 83(1992)-  31 35 49.04323(N)    091 30 44.00098(W)     ADJUSTED  
 BW2537* NAVD 88     -                                                        
 BW2537  ___________________________________________________________________
 BW2537  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BW2537  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW2537
 BW2537  HORZ ORDER  -  THIRD
 BW2537
 BW2537.The horizontal coordinates were established by classical geodetic methods
 BW2537.and adjusted by the National Geodetic Survey in May 1994..
 BW2537
 BW2537
 BW2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2537
 BW2537.The geoid height was determined by GEOID03.
 BW2537
 BW2537;                    North         East     Units Scale Factor Converg.
 BW2537;SPC LA N     -   122,052.449 1,093,736.354   MT  0.99993032   +0 31 20.1
 BW2537;SPC LA N     -   400,433.74  3,588,366.69   sFT  0.99993032   +0 31 20.1
 BW2537;SPC MS W     -   233,063.842   588,120.533   MT  1.00010432   -0 37 03.8
 BW2537;SPC MS W     -   764,643.62  1,929,525.45   sFT  1.00010432   -0 37 03.8
 BW2537;UTM  15      - 3,496,723.058   641,146.989   MT  0.99984572   +0 46 46.7
 BW2537
 BW2537                          SUPERSEDED SURVEY CONTROL
 BW2537
 BW2537  NAD 83(1992)-  31 35 49.05814(N)    091 30 43.99801(W) AD(       ) 4
 BW2537  NAD 83(1986)-  31 35 49.05772(N)    091 30 43.99690(W) AD(       ) 4
 BW2537  NAD 27      -  31 35 48.46180(N)    091 30 43.56507(W) AD(       ) 3
 BW2537
 BW2537.Superseded values are not recommended for survey control.
 BW2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2537.See file dsdata.txt to determine how the superseded data were derived.
 BW2537
 BW2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4114796723(NAD 83)
 BW2537_MARKER: 53 = ELEVATED TANK
 BW2537
 BW2537  HISTORY     - Date     Condition        Report By
 BW2537  HISTORY     - 1977     FIRST OBSERVED   NGS
 BW2537
 BW2537                          STATION DESCRIPTION
 BW2537
 BW2537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2537'THE STATION IS THE TOP CENTER ON THE CONCORDIA EAST RURAL WATER
 BW2537'TANK.  IT IS AN OVAL SHAPED TANK SUPPORTED BY FOUR STEEL
 BW2537'STRUCTURE LEGS, PAINTED SILVER WITH GREEN LETTERS (CONCORDIA
 BW2537'WATER WORKS) ON THE NORTHEAST SIDE, AND 130 FEET IN HEIGHT.
 BW2537'
 BW2537'THE STATION IS ABOUT 5 MILES EAST-SOUTHEAST OF FERRIDAY, 3-3/4
 BW2537'MILES WEST OF VIDALIA, AND ON THE SOUTH SIDE OF U.S. HIGHWAYS 65
 BW2537'AND 84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2542 ***********************************************************************
 BW2542  DESIGNATION -  CONCORDIA W RURAL TANK
 BW2542  PID         -  BW2542
 BW2542  STATE/COUNTY-  LA/CONCORDIA
 BW2542  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2542
 BW2542                         *CURRENT SURVEY CONTROL
 BW2542  ___________________________________________________________________
 BW2542* NAD 83(1992)-  31 37 05.21496(N)    091 35 29.34183(W)     ADJUSTED  
 BW2542* NAVD 88     -                                                        
 BW2542  ___________________________________________________________________
 BW2542  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BW2542  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW2542
 BW2542  HORZ ORDER  -  THIRD
 BW2542
 BW2542.The horizontal coordinates were established by classical geodetic methods
 BW2542.and adjusted by the National Geodetic Survey in May 1994..
 BW2542
 BW2542
 BW2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2542
 BW2542.The geoid height was determined by GEOID03.
 BW2542
 BW2542;                    North         East     Units Scale Factor Converg.
 BW2542;SPC LA N     -   124,332.482 1,086,195.269   MT  0.99992833   +0 28 49.2
 BW2542;SPC LA N     -   407,914.15  3,563,625.65   sFT  0.99992833   +0 28 49.2
 BW2542;SPC MS W     -   235,493.905   580,624.911   MT  1.00012570   -0 39 34.8
 BW2542;SPC MS W     -   772,616.25  1,904,933.56   sFT  1.00012570   -0 39 34.8
 BW2542;UTM  15      - 3,498,968.920   633,596.450   MT  0.99982013   +0 44 18.7
 BW2542
 BW2542                          SUPERSEDED SURVEY CONTROL
 BW2542
 BW2542  NAD 83(1992)-  31 37 05.23014(N)    091 35 29.34004(W) AD(       ) 4
 BW2542  NAD 83(1986)-  31 37 05.22954(N)    091 35 29.33730(W) AD(       ) 4
 BW2542  NAD 27      -  31 37 04.63540(N)    091 35 28.89705(W) AD(       ) 3
 BW2542
 BW2542.Superseded values are not recommended for survey control.
 BW2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2542.See file dsdata.txt to determine how the superseded data were derived.
 BW2542
 BW2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3359698969(NAD 83)
 BW2542_MARKER: 53 = ELEVATED TANK
 BW2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2542+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BW2542
 BW2542  HISTORY     - Date     Condition        Report By
 BW2542  HISTORY     - 1977     FIRST OBSERVED   NGS
 BW2542  HISTORY     - 20050318 GOOD             USPSQD
 BW2542
 BW2542                          STATION DESCRIPTION
 BW2542
 BW2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2542'THE STATION IS THE TOP CENTER OF THE CONCORDIA WEST RURAL WATER
 BW2542'TANK.  IT IS AN OVAL SHAPED TANK SUPPORTED BY FOUR STEEL
 BW2542'STRUCTURE LEGS, PAINTED SILVER WITH GREEN LETTERS (CONCORDIA
 BW2542'WATER WORKS), AND 135 FEET IN HEIGHT.
 BW2542'
 BW2542'THE STATION IS ABOUT 2-1/2 MILES WEST-SOUTHWEST OF FERRIDAY
 BW2542'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 84.
 BW2542
 BW2542                          STATION RECOVERY (2005)
 BW2542
 BW2542'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BW2542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4922 ***********************************************************************
 BJ4922  DESIGNATION -  CONNELL
 BJ4922  PID         -  BJ4922
 BJ4922  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4922  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4922
 BJ4922                         *CURRENT SURVEY CONTROL
 BJ4922  ___________________________________________________________________
 BJ4922* NAD 83(1992)-  30 25 54.72838(N)    091 05 35.98581(W)     ADJUSTED  
 BJ4922* NAVD 88     -        15.43   (+/-2cm)      50.6    (feet)  VERTCON   
 BJ4922  ___________________________________________________________________
 BJ4922  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ4922  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4922
 BJ4922  HORZ ORDER  -  FIRST
 BJ4922  VERT ORDER  -  THIRD ? (See Below)
 BJ4922
 BJ4922.The horizontal coordinates were established by classical geodetic methods
 BJ4922.and adjusted by the National Geodetic Survey in January 1993..
 BJ4922
 BJ4922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4922.The vertical order pertains to the NGVD 29 superseded value.
 BJ4922
 BJ4922.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4922
 BJ4922.The geoid height was determined by GEOID03.
 BJ4922
 BJ4922;                    North         East     Units Scale Factor Converg.
 BJ4922;SPC LA S     -   214,162.760 1,023,055.084   MT  0.99995394   +0 07 12.0
 BJ4922;SPC LA S     -   702,632.32  3,356,473.22   sFT  0.99995394   +0 07 12.0
 BJ4922;UTM  15      - 3,368,185.075   683,109.084   MT  1.00001365   +0 57 57.7
 BJ4922
 BJ4922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4922!SPC LA S     -   1.00000184  x   0.99995394  =   0.99995578
 BJ4922!UTM  15      -   1.00000184  x   1.00001365  =   1.00001549
 BJ4922
 BJ4922|---------------------------------------------------------------------|
 BJ4922| PID    Reference Object                     Distance      Geod. Az  |
 BJ4922|                                                           dddmmss.s |
 BJ4922| CW1240 CONNELL RM 1                         27.841 METERS 08741     |
 BJ4922| BJ4974 155 STA                             415.528 METERS 1053407.0 |
 BJ4922| BJ4934 CONNELL 2                           198.299 METERS 10548     |
 BJ4922| BJ4978 GIANELLONI                          APPROX. 7.6 KM 2005222.0 |
 BJ4922| CW1241 CONNELL RM 2                         44.600 METERS 20946     |
 BJ4922| BJ5022 BRUSLY WATER TANK                   APPROX.14.0 KM 2532738.9 |
 BJ4922| BJ5021 LOUISIANA UNIV MEMORIAL TWR         APPROX. 8.4 KM 2564903.0 |
 BJ4922| BJ5027 BATON ROUGE WATER TANK              APPROX. 8.9 KM 2760250.9 |
 BJ4922| BJ5028 BATON ROUGE ST JOSEPHS SPIRE        APPROX. 9.3 KM 2834710.5 |
 BJ4922| BJ5024 BATON ROUGE ISTROUMA WTR CO TK      APPROX. 8.3 KM 3001439.2 |
 BJ4922|---------------------------------------------------------------------|
 BJ4922
 BJ4922                          SUPERSEDED SURVEY CONTROL
 BJ4922
 BJ4922  NAD 83(1986)-  30 25 54.74632(N)    091 05 35.98377(W) AD(       ) 1
 BJ4922  NAD 27      -  30 25 54.06033(N)    091 05 35.60576(W) AD(       ) 1
 BJ4922  NGVD 29 (07/19/86)   15.46   (m)           50.7    (f) LEVELING    3  
 BJ4922
 BJ4922.Superseded values are not recommended for survey control.
 BJ4922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4922.See file dsdata.txt to determine how the superseded data were derived.
 BJ4922
 BJ4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8310968185(NAD 83)
 BJ4922_MARKER: DS = TRIANGULATION STATION DISK
 BJ4922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4922
 BJ4922  HISTORY     - Date     Condition        Report By
 BJ4922  HISTORY     - 1929     MONUMENTED       CGS
 BJ4922  HISTORY     - 1934     GOOD             LAGS
 BJ4922  HISTORY     - 1955     GOOD             CGS
 BJ4922  HISTORY     - 1965     GOOD             CGS
 BJ4922  HISTORY     - 1965     GOOD             USGS
 BJ4922  HISTORY     - 1970     GOOD             NGS
 BJ4922  HISTORY     - 1971     MARK NOT FOUND   NGS
 BJ4922
 BJ4922                          STATION DESCRIPTION
 BJ4922
 BJ4922'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4922'ABOUT 5.0 MILES E OF BATON ROUGE, ON LAND OWNED BY W.P. CONNELL.
 BJ4922'
 BJ4922'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4922'DISKS SET IN CONCRETE.
 BJ4922'
 BJ4922'REFERENCE MARK NO. 1 IS BESIDE THE GATE TO BARN, AND 27.81
 BJ4922'METERS (91.2 FEET) FROM STATION N 87 DEG 41 MIN E.
 BJ4922'
 BJ4922'REFERENCE MARK NO. 2 IS BESIDE SECOND GATE COMING IN FROM
 BJ4922'HIGHWAY, AND 44.60 METERS (146.3 FEET) FROM STATION
 BJ4922'S 29 DEG 46 MIN W.
 BJ4922'
 BJ4922'TO REACH FROM BATON ROUGE GO E ON N BOULEVARD TO JUNCTION
 BJ4922'WITH U.S. ROUTE 61, THEN ALONG ROUTE 61, 4.4 MILES TO A
 BJ4922'PAVED ROAD (U.S. ROUTE 190), TURN LEFT AND GO 0.9 MILE TO
 BJ4922'FARM ROAD ON TOP OF SLIGHT RISE JUST OF MAIL BOX OF D. DAVIS
 BJ4922'ON N SIDE OF ROAD, TURN LEFT AND GO THROUGH TWO GATES TO
 BJ4922'TRIANGULAR PLOT FORMED BY FARM ROADS.  STATION IS IN THIS PLOT
 BJ4922'JUST S OF LARGE LIVE OAK.  A SMALL MARSH IS ON LEFT AND STOCK
 BJ4922'LOADING PENS ARE INSIDE GATE.
 BJ4922
 BJ4922                          STATION RECOVERY (1934)
 BJ4922
 BJ4922'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BJ4922'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  STATION
 BJ4922'MARK IS UNDERGROUND.  STATION IS ABOUT 5 MILES E OF BATON
 BJ4922'ROUGE ON LAND OWNED BY W.P. CONNELL, PRESIDENT OF THE LOUISIANA
 BJ4922'NATIONAL BANK.
 BJ4922
 BJ4922                          STATION RECOVERY (1955)
 BJ4922
 BJ4922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4922'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4922'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ4922'
 BJ4922'THE STATION IS LOCATED ABOUT 5 MI. E OF BATON ROUGE, ABOUT
 BJ4922'1.7 MI. S OF THE TRAFFIC CIRCLE ON U.S HIGHWAY 61 (AIRLINE
 BJ4922'HIGHWAY), 0.8 MI. W OF U.S. HIGHWAY 61, ON LAND OWNED BY MR.
 BJ4922'CONNELL, AND IN THE S EDGE OF A PASTURE LOT.  IT IS 78 FT. S
 BJ4922'OF THE LARGE LIVE OAK TREE IN THE CENTER OF THE PASTURE LOT,
 BJ4922'27 FT. N OF A BOARD FENCE, 35 FT. NE OF THE E END OF A WOODEN
 BJ4922'GATE, AND 51 FT. E OF A BOARD GATE.  IT IS A STANDARD DISK,
 BJ4922'STAMPED CONNELL 1929 AND PROJECTING 4 IN.
 BJ4922'
 BJ4922'REFERENCE MARK 1 IS 91.2 FT. E OF THE STATION, IN THE SE
 BJ4922'CORNER OF THE PASTURE LOT, 8 FT. N OF THE N END OF A GATE, AND
 BJ4922'1 FT. W OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED CONNELL
 BJ4922'NO 1 1929 AND PROJECTING 8 IN.
 BJ4922'
 BJ4922'REFERENCE MARK 2 IS 146.3 FT. S-SW OF THE STATION, AT THE
 BJ4922'SECOND GATE N OF THE HIGHWAY, 5 FT. E OF A FENCE LINE, 6.5 FT. W
 BJ4922'OF THE W END OF THE GATE, AND 22 FT. S OF A LARGE 2-FT. TREE.
 BJ4922'IT IS A STANDARD DISK, STAMPED CONNELL NO 2 1929 AND PROJECTING
 BJ4922'4 IN.
 BJ4922'
 BJ4922'TO REACH THE STATION FROM THE TRAFFIC CIRCLE ON U.S. HIGHWAY
 BJ4922'61 (AIRLINE HIGHWAY) ABOUT 5 MI. E OF BATON ROUGE, GO S ON
 BJ4922'U.S. HIGHWAY 61 FOR 1.6 MI. TO A SIDE ROAD RIGHT AT A LARGE
 BJ4922'ESSO FILLING STATION IN THE SW ANGLE, TURN RIGHT AND GO W FOR
 BJ4922'0.8 MI. TO A DRIVEWAY RIGHT JUST E OF A SWAMP AREA ON THE RIGHT,
 BJ4922'TURN RIGHT THROUGH A WOODEN GATE AND GO N FOR ABOUT 150 FT.
 BJ4922'TO THE LEFT ONE OF TWO WOODEN GATES, PASS THROUGH THE GATE
 BJ4922'AND GO ABOUT 100 FT. TO ANOTHER WOODEN GATE, PASS THROUGH
 BJ4922'THIS GATE AND TURN RIGHT TO THE STATION JUST S OF THE LARGE
 BJ4922'LIVE OAK TREE.
 BJ4922
 BJ4922                          STATION RECOVERY (1965)
 BJ4922
 BJ4922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JHT)
 BJ4922'STATION FOUND IN GOOD CONDITION.  5 MILES EAST OF BATON ROUGE,
 BJ4922'ON LAND OWNED BY W.P. CONNELL, PRESIDENT OF LA. NATL. BANK,
 BJ4922'ABOUT ONE MILE SE OF SE CORNER DOWNTOWN AIRPORT, ABOUT 400 FT.
 BJ4922'NORTH OF C/L OLD HAMMOND HWY (LA. 426), ON FARM RD. JUST WEST
 BJ4922'OF MAILBOX OF D. DAVIS ON NORTH SIDE OF HWY, IN TRIANGULAR
 BJ4922'PLOT BETWEEN FARM ROADS, JUST SOUTH OF LARGE LIVE OAK, SET
 BJ4922'IN CONCRETE POST, STD. C AND GS TABLET, STAMPED CONNELL 1929.
 BJ4922
 BJ4922                          STATION RECOVERY (1965)
 BJ4922
 BJ4922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ4922'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4922
 BJ4922                          STATION RECOVERY (1970)
 BJ4922
 BJ4922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4922'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 BJ4922'GOOD CONDITION.  DUE TO THE STATION IN A NEW SUB-DIVISION AND NEAR A
 BJ4922'BRICK HOUSE UNDER CONSTRUCTION A TOWER COULD NOT BE ERRECTED OVER
 BJ4922'THE STATION MARK FOR THE 1970 OBSERVATIONS.  TRIANGULATION
 BJ4922'STATION CONNELL 2 WAS ESTABLISHED AND A GEODIMETER TRAVERSE WAS MADE.
 BJ4922'REFERENCE MARK 1 WAS REMOVED AFTER A CHECK WAS MADE OF THE DISTANCE
 BJ4922'AND DIRECTION.
 BJ4922'
 BJ4922'THE STATION IS NOW ON PROPERTY OWNED BY MR. WAYNE HIRSCHEY (A
 BJ4922'CONTRACTOR) WHO LIVES AT 826 CASTLEWOOD DRIVE IN BATON ROUGE AND
 BJ4922'PLANS TO SELL THE HOUSE AFTER THE CONSTRUCTION IS COMPLETE.
 BJ4922'
 BJ4922'CONNELL 1929 IS NOW DESCRIBED IN THE DESCRIPTION FOR CONNELL 2.
 BJ4922
 BJ4922                          STATION RECOVERY (1971)
 BJ4922
 BJ4922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BJ4922'STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS PRESUMED TO BE
 BJ4922'LOST DUE TO THE CONSTRUCTION OF A HOUSING PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4934 ***********************************************************************
 BJ4934  DESIGNATION -  CONNELL 2
 BJ4934  PID         -  BJ4934
 BJ4934  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4934  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4934
 BJ4934                         *CURRENT SURVEY CONTROL
 BJ4934  ___________________________________________________________________
 BJ4934* NAD 83(1992)-  30 25 52.97572(N)    091 05 28.83523(W)     ADJUSTED  
 BJ4934* NAVD 88     -        14.7    (meters)      48.     (feet)  VERTCON   
 BJ4934  ___________________________________________________________________
 BJ4934  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ4934  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4934
 BJ4934  HORZ ORDER  -  FIRST
 BJ4934
 BJ4934.The horizontal coordinates were established by classical geodetic methods
 BJ4934.and adjusted by the National Geodetic Survey in January 1993..
 BJ4934
 BJ4934.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4934
 BJ4934.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4934
 BJ4934.The geoid height was determined by GEOID03.
 BJ4934
 BJ4934;                    North         East     Units Scale Factor Converg.
 BJ4934;SPC LA S     -   214,109.192 1,023,246.001   MT  0.99995388   +0 07 15.6
 BJ4934;SPC LA S     -   702,456.57  3,357,099.59   sFT  0.99995388   +0 07 15.6
 BJ4934;UTM  15      - 3,368,134.329   683,300.784   MT  1.00001451   +0 58 01.3
 BJ4934
 BJ4934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4934!SPC LA S     -   1.00000196  x   0.99995388  =   0.99995584
 BJ4934!UTM  15      -   1.00000196  x   1.00001451  =   1.00001647
 BJ4934
 BJ4934|---------------------------------------------------------------------|
 BJ4934| PID    Reference Object                     Distance      Geod. Az  |
 BJ4934|                                                           dddmmss.s |
 BJ4934| CW1242 CONNELL 2 RM 3                       34.516 METERS 01932     |
 BJ4934| CW1243 CONNELL 2 RM 4                       33.613 METERS 15945     |
 BJ4934| BJ4922 CONNELL                             198.299 METERS 28548     |
 BJ4934| BJ4977 CONNELL 2 1970 AZ MK                301.552 METERS 35304     |
 BJ4934|---------------------------------------------------------------------|
 BJ4934
 BJ4934                          SUPERSEDED SURVEY CONTROL
 BJ4934
 BJ4934  NAD 83(1986)-  30 25 52.99365(N)    091 05 28.83319(W) AD(       ) 1
 BJ4934  NAD 27      -  30 25 52.30742(N)    091 05 28.45470(W) AD(       ) 1
 BJ4934  NGVD 29 (07/19/86)   14.7    (m)           48.     (f) VERT ANG       
 BJ4934
 BJ4934.Superseded values are not recommended for survey control.
 BJ4934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4934.See file dsdata.txt to determine how the superseded data were derived.
 BJ4934
 BJ4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8330168134(NAD 83)
 BJ4934_MARKER: DS = TRIANGULATION STATION DISK
 BJ4934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4934
 BJ4934  HISTORY     - Date     Condition        Report By
 BJ4934  HISTORY     - 1970     MONUMENTED       NGS
 BJ4934  HISTORY     - 1978     SEE DESCRIPTION  NGS
 BJ4934
 BJ4934                          STATION DESCRIPTION
 BJ4934
 BJ4934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4934'THE STATION IS LOCATED IN THE SHERWOOD FOREST SUB-DIVISION AT THE
 BJ4934'SOUTHEAST PART OF BATON ROUGE, IN THE MEDIAN OF TARA BLVD. AT THE
 BJ4934'INTERSECTION OF STATE HIGHWAY 426 (OLD HAMMOND HIGHWAY) AND TARA
 BJ4934'BLVD.
 BJ4934'
 BJ4934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 BJ4934'HIGHWAY 426 IN THE SOUTHEAST PART OF BATON ROUGE, GO WESTERLY ON
 BJ4934'HIGHWAY 426 FOR 0.6 MILE TO TARA BLVD. AND THE STATION ON THE
 BJ4934'RIGHT.
 BJ4934'
 BJ4934'THE STATION IS A STANDARD DISK STAMPED CONNELL 2 1970, SET IN THE TOP
 BJ4934'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4934'SURFACE OF THE GROUND.  IT IS 154 FEET NORTH OF THE CENTER OF
 BJ4934'HIGHWAY 426, 84 FEET SOUTH OF WARTELE AVE, 74.5 FEET SOUTHEAST OF A
 BJ4934'LIGHT POLE, 27 FEET WEST OF THE NORTH-BOUND LANE OF TARA BLVD.
 BJ4934'AND 24.5 FEET EAST OF THE SOUTH-BOUND LANE OF TARA BLVD.  THE
 BJ4934'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 BJ4934'BELOW THE SURFACE OF THE GROUND.
 BJ4934'
 BJ4934'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CONNELL NO 3 1970,
 BJ4934'CEMENTED IN A DRILL HOLE IN THE CURB OF THE NORTH-BOUND LANE OF TARA
 BJ4934'BLVD.  IT IS 11 FEET EAST OF THE CENTER OF TARA BLVD. AND 4 FEET
 BJ4934'NORTH OF THE NORTH EDGE OF A STORM DRAIN BUILT IN THE CURB.
 BJ4934'
 BJ4934'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CONNELL NO 4 1970,
 BJ4934'CEMENTED IN A DRILL HOLE IN THE CURB OF THE NORTH-BOUND LANE OF TARA
 BJ4934'BLVD.  IT IS 50 FEET NORTH OF THE CENTER OF HIGHWAY 426, 27 FEET
 BJ4934'NORTHWEST OF A POWER POLE, 11.5 FEET NORTHWEST OF A WATER HYDRANT
 BJ4934'AND 11 FEET EAST OF THE CENTER OF TARA BLVD.
 BJ4934'
 BJ4934'THE 1929 STATION MARK IS A STANDARD DISK STAMPED CONNELL 1929, SET IN
 BJ4934'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4934'SURFACE OF THE GROUND.  IT IS 80 FEET SOUTH OF A 40-INCH OAK TREE,
 BJ4934'33.5 FEET EAST OF THE EAST ENTRANCE OF A HOUSE, 17 FEET
 BJ4934'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF GARAGE ATTACHED TO THE
 BJ4934'HOUSE AND 10 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BJ4934'HOUSE.
 BJ4934'
 BJ4934'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CONNELL 2 1970, CEMENTED
 BJ4934'IN A DRILL HOLE IN THE CURB OF THE NORTHEAST EDGE OF TARA BLVD.  IT
 BJ4934'IS 127 FEET SOUTH OF THE INTERSECTION OF TARA BLVD. AND WHITEHALL
 BJ4934'AVE, 77 FEET SOUTH-SOUTHEAST OF A WATER HYDRANT, 51 FEET NORTH OF A
 BJ4934'LIGHT POLE AND 11 FEET NORTHEAST OF THE CENTER OF TARA BLVD.
 BJ4934'
 BJ4934'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON TARA
 BJ4934'BLVD. FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BJ4934'
 BJ4934'TO REACH THE 1929 STATION FROM CONNELL 2, GO WEST ON WARTELE AVE
 BJ4934'ABOUT 0.15 MILE TO A BRICK HOUSE AND THE MARK AS DESCRIBED.
 BJ4934'
 BJ4934'THE STATION IS ON PROPERTY OWNED BY THE BATON ROUGE CITY STREET
 BJ4934'DEPARTMENT, DEPARTMENT OF PUBLIC WORKS, BATON ROUGE, LOUISIANA.
 BJ4934'
 BJ4934'HEIGHT OF LIGHT ABOVE STATION MARK 41.7 METERS.
 BJ4934
 BJ4934                          STATION RECOVERY (1978)
 BJ4934
 BJ4934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BJ4934'THE AZIMUTH MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 BJ4934'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARKS WERE NOT
 BJ4934'FOUND AND IT IS BELIEVED THEY WERE DESTROYED WHEN A WATER LINE WAS
 BJ4934'BURRIED IN THE AREA.  THIS DATE NEW STATION MARKS WERE SET USING
 BJ4934'THE DISTANCE AND DIRECTION METHOD FROM THE AZIMUTH MARK AND THE
 BJ4934'REFERENCE MARKS.  THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY
 BJ4934'OF THE MARKS.  FOLLOWING IS A DESCRIPTION FOR THE NEW STATION
 BJ4934'MARKS.
 BJ4934'
 BJ4934'THE STATION MARKS ARE STANDARD DISKS STAMPED CONNELL 2 1970 1978.
 BJ4934'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BJ4934'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 30.3 FEET NORTH OF
 BJ4934'THE CENTER ONE OF THREE BRICK PILLARS THAT ARE 2 BY 2 BY 5 FEET,
 BJ4934'154 FEET NORTH OF THE CENTER OF HIGHWAY 426, 84 FEET SOUTH OF THE
 BJ4934'CENTER OF WARTELE AVE, 27 FEET WEST OF THE NORTH-BOUND LANE OF
 BJ4934'TARA BLVD AND 24.5 FEET EAST OF THE SOUTH-BOUND LANE OF TARA
 BJ4934'BLVD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BJ4934'48 INCHES BELOW THE GROUND SURFACE.  REBAR PLACED IN THE
 BJ4934'CONCRETE MONUMENT.
 BJ4934'
 BJ4934'NOTE--STATION CONNELL 1929 WAS REPORTED IN GOOD CONDITION THIS
 BJ4934'DATE.  IT IS IN THE BACK YARD OF A NEW BRICK HOME OWNED BY MR. JOHN
 BJ4934'WIESE AND IS OBSTRUCTED BY A BOARD FENCE AND ANOTHER BRICK HOME ON
 BJ4934'LINE TO STATION CONNELL 2.
 BJ4934'
 BJ4934'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST PART OF
 BJ4934'BATON ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4977 ***********************************************************************
 BJ4977  DESIGNATION -  CONNELL 2 1970 AZ MK
 BJ4977  PID         -  BJ4977
 BJ4977  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4977  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4977
 BJ4977                         *CURRENT SURVEY CONTROL
 BJ4977  ___________________________________________________________________
 BJ4977* NAD 83(1992)-  30 26 02.69653(N)    091 05 30.19946(W)     ADJUSTED  
 BJ4977* NAVD 88     -        11.7    (meters)      38.     (feet)  VERTCON   
 BJ4977  ___________________________________________________________________
 BJ4977  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ4977  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4977
 BJ4977  HORZ ORDER  -  SECOND
 BJ4977
 BJ4977.The horizontal coordinates were established by classical geodetic methods
 BJ4977.and adjusted by the National Geodetic Survey in January 1993..
 BJ4977
 BJ4977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4977
 BJ4977.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4977
 BJ4977.The geoid height was determined by GEOID03.
 BJ4977
 BJ4977;                    North         East     Units Scale Factor Converg.
 BJ4977;SPC LA S     -   214,408.447 1,023,208.967   MT  0.99995423   +0 07 14.9
 BJ4977;SPC LA S     -   703,438.38  3,356,978.09   sFT  0.99995423   +0 07 14.9
 BJ4977;UTM  15      - 3,368,433.023   683,259.332   MT  1.00001433   +0 58 00.8
 BJ4977
 BJ4977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4977!SPC LA S     -   1.00000243  x   0.99995423  =   0.99995666
 BJ4977!UTM  15      -   1.00000243  x   1.00001433  =   1.00001676
 BJ4977
 BJ4977                          SUPERSEDED SURVEY CONTROL
 BJ4977
 BJ4977  NAD 83(1986)-  30 26 02.71446(N)    091 05 30.19740(W) AD(       ) 2
 BJ4977  NAD 27      -  30 26 02.02852(N)    091 05 29.81885(W) AD(       ) 2
 BJ4977  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 BJ4977
 BJ4977.Superseded values are not recommended for survey control.
 BJ4977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4977.See file dsdata.txt to determine how the superseded data were derived.
 BJ4977
 BJ4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8325968433(NAD 83)
 BJ4977_MARKER: DZ = AZIMUTH MARK DISK
 BJ4977_SETTING: 0 = UNSPECIFIED SETTING
 BJ4977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4977
 BJ4977  HISTORY     - Date     Condition        Report By
 BJ4977  HISTORY     - 1978     MONUMENTED       NGS
 BJ4977
 BJ4977                          STATION DESCRIPTION
 BJ4977
 BJ4977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BJ4977'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 BJ4977'HIGHWAY 426 IN THE SOUTHEAST PART OF BATON ROUGE, GO WESTERLY ON
 BJ4977'HIGHWAY 426 FOR 0.6 MILE TO TARA BLVD. AND THE STATION ON THE
 BJ4977'RIGHT.
 BJ4977'
 BJ4977'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON TARA
 BJ4977'BLVD. FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BJ4977'
 BJ4977'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CONNELL 2 1970, CEMENTED
 BJ4977'IN A DRILL HOLE IN THE CURB OF THE NORTHEAST EDGE OF TARA BLVD.
 BJ4977'IT IS 127 FEET SOUTH OF THE INTERSECTION OF TARA BLVD. AND
 BJ4977'WHITEHALL AVE, 77 FEET SOUTH-SOUTHEAST OF A WATER HYDRANT, 51 FEET
 BJ4977'NORTH OF A LIGHT POLE AND 11 FEET NORTHEAST OF THE CENTER OF TARA
 BJ4977'BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3292 ***********************************************************************
 BK3292  DESIGNATION -  CONOCO
 BK3292  PID         -  BK3292
 BK3292  STATE/COUNTY-  LA/CALCASIEU
 BK3292  USGS QUAD   -  WESTLAKE (1996)
 BK3292
 BK3292                         *CURRENT SURVEY CONTROL
 BK3292  ___________________________________________________________________
 BK3292* NAD 83(1992)-  30 14 33.21407(N)    093 15 28.83475(W)     ADJUSTED  
 BK3292* NAVD 88     -         3.4  **(meters)      11.   **(feet)  VERTCON   
 BK3292  **This station is located in a subsidence area (see below).
 BK3292  ___________________________________________________________________
 BK3292  X           -    -313,415.803 (meters)                     COMP
 BK3292  Y           -  -5,505,829.021 (meters)                     COMP
 BK3292  Z           -   3,193,619.539 (meters)                     COMP
 BK3292  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BK3292  ELLIP HEIGHT-         -23.94  (meters)          (06/26/02) GPS OBS
 BK3292  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3292
 BK3292  HORZ ORDER  -  FIRST
 BK3292  ELLP ORDER  -  FOURTH    CLASS II
 BK3292
 BK3292.The horizontal coordinates were established by GPS observations
 BK3292.and adjusted by the National Geodetic Survey in January 1993..
 BK3292
 BK3292 ** The orthometric height has not been validated since last determined
 BK3292 ** by differential leveling and should not be used for control purposes.
 BK3292 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3292 ** area with valid NAVD 88 orthometric heights.
 BK3292 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3292 ** epoch indicated which incorporates improved geoid heights for the
 BK3292 ** Southern Louisiana Subsidence area.
 BK3292 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3292
 BK3292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3292
 BK3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3292
 BK3292.The ellipsoidal height was determined by GPS observations
 BK3292.and is referenced to NAD 83.
 BK3292
 BK3292.The geoid height was determined by GEOID03.
 BK3292
 BK3292;                    North         East     Units Scale Factor Converg.
 BK3292;SPC LA S     -   194,708.942   814,769.243   MT  0.99993461   -0 57 44.5
 BK3292;SPC LA S     -   638,807.59  2,673,122.09   sFT  0.99993461   -0 57 44.5
 BK3292;UTM  15      - 3,345,691.553   475,176.264   MT  0.99960760   -0 07 47.8
 BK3292
 BK3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3292!SPC LA S     -   1.00000376  x   0.99993461  =   0.99993837
 BK3292!UTM  15      -   1.00000376  x   0.99960760  =   0.99961136
 BK3292
 BK3292                          SUPERSEDED SURVEY CONTROL
 BK3292
 BK3292  ELLIP H (01/21/93)  -23.93   (m)                       GP(       ) 4 2
 BK3292  NAD 83(1986)-  30 14 33.23570(N)    093 15 28.82523(W) AD(       ) 1
 BK3292  NGVD 29 (05/20/88)    3.4    (m)           11.     (f) GPS OBS        
 BK3292
 BK3292.Superseded values are not recommended for survey control.
 BK3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3292.See file dsdata.txt to determine how the superseded data were derived.
 BK3292
 BK3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7517645692(NAD 83)
 BK3292_MARKER: DS = TRIANGULATION STATION DISK
 BK3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3292_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3292+STABILITY: SURFACE MOTION
 BK3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3292+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK3292
 BK3292  HISTORY     - Date     Condition        Report By
 BK3292  HISTORY     - 1987     MONUMENTED       LADTD
 BK3292  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3292
 BK3292                          STATION DESCRIPTION
 BK3292
 BK3292'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3292'THE STATION IS LOCATED IN THE SOUTH SECTION OF WESTLAKE, AT THE
 BK3292'JUNCTION OF STATE HIGHWAYS 378 (SAMPSON STREET) AND 379 (SULPHUR
 BK3292'AVENUE), DIAGONALLY ACROSS THE INTERSECTION FRON THE CONOCO TANK
 BK3292'FARM.
 BK3292'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3292'
 BK3292'THE STATION IS A STANDARD NGS DISK
 BK3292'STAMPED---CONOCO 1987---,
 BK3292'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3292'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3292'11.8 METERS (38.5 FT) EAST FROM THE CENTER OF SAMPSON STREET,
 BK3292'23.1 METERS (76 FT) NORTH FROM THE CENTER OF SULPHUR AVENUE,
 BK3292'0.4 METERS (1.5 FT) NORTH FROM A FIBERGLASS WITNESS POST FACING
 BK3292'SOUTH AND
 BK3292'0.4 METERS (1.5 FT) EAST FROM A FIBERGLASS WITNESS POST FACING WEST.
 BK3292'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3292'STAMPED---CONOCO 1987---,
 BK3292'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3292
 BK3292                          STATION RECOVERY (1997)
 BK3292
 BK3292'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0837 ***********************************************************************
 AV0837  DESIGNATION -  CONTINENTAL A
 AV0837  PID         -  AV0837
 AV0837  STATE/COUNTY-  LA/CAMERON
 AV0837  USGS QUAD   -  
 AV0837
 AV0837                         *CURRENT SURVEY CONTROL
 AV0837  ___________________________________________________________________
 AV0837* NAD 83(1992)-  29 17 38.15568(N)    093 03 21.51971(W)     ADJUSTED  
 AV0837* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0837  ___________________________________________________________________
 AV0837  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AV0837  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AV0837
 AV0837  HORZ ORDER  -  SECOND
 AV0837
 AV0837.The horizontal coordinates were established by classical geodetic methods
 AV0837.and adjusted by the National Geodetic Survey in January 1993..
 AV0837
 AV0837.The orthometric height was scaled from a topographic map.
 AV0837
 AV0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0837
 AV0837.The geoid height was determined by GEOID03.
 AV0837
 AV0837;                    North         East     Units Scale Factor Converg.
 AV0837;SPC LA S     -    89,263.163   832,630.574   MT  1.00000129   -0 51 40.8
 AV0837;SPC LA S     -   292,857.56  2,731,722.14   sFT  1.00000129   -0 51 40.8
 AV0837;UTM  15      - 3,240,552.791   494,563.272   MT  0.99960036   -0 01 38.6
 AV0837
 AV0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0837!SPC LA S     -   1.00000394  x   1.00000129  =   1.00000523
 AV0837!UTM  15      -   1.00000394  x   0.99960036  =   0.99960429
 AV0837
 AV0837|---------------------------------------------------------------------|
 AV0837| PID    Reference Object                     Distance      Geod. Az  |
 AV0837|                                                           dddmmss.s |
 AV0837| CV9709 CONTINENTAL A RM 1                   23.259 METERS 00434     |
 AV0837| CV9711 CONTINENTAL A RM 3                   22.706 METERS 00446     |
 AV0837| AV0714 CONTINENTAL DA DERRICK              APPROX.20.7 KM 0514513.9 |
 AV0837| CV9710 CONTINENTAL A RM 2                    9.991 METERS 14825     |
 AV0837| AV0840 FOC 225 A                           APPROX.27.5 KM 2425855.4 |
 AV0837|---------------------------------------------------------------------|
 AV0837
 AV0837                          SUPERSEDED SURVEY CONTROL
 AV0837
 AV0837  NAD 83(1986)-  29 17 38.17911(N)    093 03 21.50151(W) AD(       ) 2
 AV0837  NAD 27      -  29 17 37.31800(N)    093 03 20.94600(W) AD(       ) 2
 AV0837
 AV0837.Superseded values are not recommended for survey control.
 AV0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0837.See file dsdata.txt to determine how the superseded data were derived.
 AV0837
 AV0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN9456340553(NAD 83)
 AV0837_MARKER: DS = TRIANGULATION STATION DISK
 AV0837_SETTING: 0 = UNSPECIFIED SETTING
 AV0837
 AV0837  HISTORY     - Date     Condition        Report By
 AV0837  HISTORY     - 1955     MONUMENTED       CGS
 AV0837  HISTORY     - 1959     MARK NOT FOUND   CONOCO
 AV0837  HISTORY     - 1963     GOOD             CGS
 AV0837
 AV0837                          STATION DESCRIPTION
 AV0837
 AV0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0837'STATION IS LOCATED ON THE TOP OF A CONTINENTAL OIL COMPANY
 AV0837'PLATFORM IN THE GULF OF MEXICO, IN BLOCK NUMBER 192,* ABOUT 38
 AV0837'MILES (AIRLINE) SOUTH-SOUTHEAST OF CAMERON AND 33 MILES SOUTH
 AV0837'4 MILES WEST OF GRAND CHENIER.  THE PLATFORM CONSISTS OF
 AV0837'TUBULAR STEEL PILING SUPPORTING STEEL I-BEAMS WHICH
 AV0837'ARE COVERED WITH A WOODEN DECK.  THE SURFACE OF THE PLATFORM
 AV0837'MEASURES 105 FEET LONG, 51.5 FEET WIDE AND PROJECTS 47 FEET
 AV0837'ABOVE THE SURFACE OF THE SEA.
 AV0837'
 AV0837'STATION WAS REACHED BY BOAT, SAILING FROM THE CONTINENTAL OIL
 AV0837'COMPANY DOCK AT CAMERON.  IT IS ABOUT A 4 HOUR BOAT TRIP.
 AV0837'
 AV0837'STATION MARK, STAMPED CONTINENTAL A 1955, IS A STANDARD STATION
 AV0837'MARK DISK CEMENTED TO THE TOP OF THE CENTER ONE OF THREE OF
 AV0837'THE MAIN I-BEAMS WHICH LIE IN A NORTH-NORTHWEST BY
 AV0837'SOUTH-SOUTHEAST DIRECTION.  THE MARK IS 6 INCHES BELOW THE
 AV0837'SURFACE OF THE PLANK DECK, 34 FEET SOUTH-SOUTHEAST OF THE CENTER
 AV0837'OF THE MOST SOUTHERN ONE OF FOUR OIL WELL PIPES WHICH PROJECT
 AV0837'THROUGH THE DECK OF THE PLATFORM AND 30 FEET NORTH OF THE SOUTH
 AV0837'END OF PLATFORM.
 AV0837'
 AV0837'SUB-SURFACE STATION MARK IS A 1-INCH TRIANGLE WITH A PUNCH HOLE
 AV0837'IN ITS CENTER CHISELED IN THE SURFACE OF THE STEEL I-BEAM, ITS
 AV0837'CENTER BEING PLUMB WITH THE CENTER OF THE SURFACE-STATION
 AV0837'MARK.  CONTINENTAL A 1955 IS STAMPED IN THE SURFACE OF THE BEAM.
 AV0837'
 AV0837'REFERENCE MARKS 1 AND 2 ARE STANDARD REFERENCE MARK DISKS CEMENTED
 AV0837'TO THE SURFACE OF THE MAIN I-BEAM NEAR THE EAST EDGE OF THE
 AV0837'PLATFORM.
 AV0837'
 AV0837'REFERENCE MARK 1, STAMPED CONTINENTAL A NO 1 1955, IS 0.6-FOOT
 AV0837'NORTH OF THE SOUTH END OF I-BEAM AND 11 FEET WEST OF THE
 AV0837'SOUTHEAST CORNER OF PLATFORM.  AN ARROW WITH A CROSS IN ITS
 AV0837'CENTER, POINTING TOWARD THE STATION, IS CHISELED IN THE SURFACE
 AV0837'OF THE I-BEAM, ITS CENTER BEING DIRECTLY BELOW THE CENTER OF
 AV0837'THE SURFACE REFERENCE MARK.  THERE IS NO STAMPING ON THE I-BEAM.
 AV0837'
 AV0837'REFERENCE MARK 2, STAMPED CONTINENTAL A NO 2 1955, IS 0.6-FOOT
 AV0837'SOUTH OF THE NORTH END OF THE I-BEAM AND 10.6 FEET WEST OF THE
 AV0837'NORTHEAST CORNER OF PLATFORM.  AN ARROW WITH A CROSS IN ITS CENTER,
 AV0837'POINTING TOWARD THE STATION, IS CHISELED IN THE SURFACE OF THE
 AV0837'I-BEAM, ITS CENTER BEING DIRECTLY BELOW THE CENTER OF THE SURFACE
 AV0837'REFERENCE MARK.  CONTINENTAL A NO 2 1955 IS STAMPED IN THE
 AV0837'SURFACE OF THE I-BEAM BESIDE THE CHISELED ARROW.
 AV0837'
 AV0837'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 AV0837'
 AV0837'OBSERVING UNIT AND LIGHTKEEPERS LIVED ABOARD THE PLATFORM IN
 AV0837'TENTS.  THE CONTINENTAL OIL COMPANY MAINTAINS A SERVICE BOAT
 AV0837'WHICH VISITS THE PLATFORM REGULARLY.
 AV0837'
 AV0837'*THIS IS ON STATE LEASE 1656
 AV0837
 AV0837                          STATION RECOVERY (1959)
 AV0837
 AV0837'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1959
 AV0837'THE ORIGINAL STATION IS NOT PRESENTLY USABLE, AS IT IS COVERED
 AV0837'BY EQUIPMENT.  HOWEVER, BOTH REFERENCE MARKERS ARE IN AND MAY
 AV0837'BE USED.  THE EARLIER GENERAL DESCRIPTION OF THIS STATION IS
 AV0837'CORRECT.  HOWEVER, THE BEARINGS (DIST. CORRECT) FROM THE PRIMARY
 AV0837'STATION TO THE REFERENCE MARKERS WERE REVERSED IN THE ORIGINAL
 AV0837'DESCRIPTION.  THEY SHOULD READ--
 AV0837'
 AV0837'R.M. 1 NNE 76.31 FT
 AV0837'
 AV0837'R.M. 2 SSE 32.78 FT
 AV0837
 AV0837                          STATION RECOVERY (1963)
 AV0837
 AV0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0837'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED.  THE
 AV0837'SURFACE DISK TO REFERENCE MARK NO. 1 IS MISSING, THE SUBSURFACE
 AV0837'ARROW WAS TAKEN.  REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND
 AV0837'AS DESCRIBED IN 1955, BUT IS NOW OBSTRUCTED BY MACHINERY.
 AV0837'THEREFORE REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED,
 AV0837'REFERENCE MARK NO. 4 COULD NOT BE OBSERVED DUE TO OBSTRUCTIONS.
 AV0837'
 AV0837'AN AZIMUTH MARK WAS ADDED.  IT IS ON OIL WELL PLATFORM C.A.T.C.
 AV0837'W.C. -192-E.  AZIMUTH MARK IS A 1/4 INCH DRILL HOLE WHICH IS
 AV0837'SURROUNDED BY 3 OTHER 1/4 INCH DRILL HOLES WHICH FORM A
 AV0837'TRIANGLE AND IS IN THE SKID BEAM OF A WORKING PLATFORM.  THE
 AV0837'MARK IS 15 FEET SOUTHWEST OF THE NORTHEAST EDGE OF PLATFORM,
 AV0837'12 FEET EAST-NORTHEAST OF THE WEST-SOUTHWEST EDGE OF THE
 AV0837'PLATFORM.
 AV0837'
 AV0837'1963 OBSERVATIONS WERE TAKEN FROM A 37 FOOT STEEL TOWER WHICH
 AV0837'WAS BUILT ON TOP OF OIL WELL PLATFORM THAT IS 45 FEET ABOVE
 AV0837'THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0709 ***********************************************************************
 AV0709  DESIGNATION -  CONTINENTAL B
 AV0709  PID         -  AV0709
 AV0709  STATE/COUNTY-  LA/CAMERON
 AV0709  USGS QUAD   -  
 AV0709
 AV0709                         *CURRENT SURVEY CONTROL
 AV0709  ___________________________________________________________________
 AV0709* NAD 83(1992)-  29 20 21.73440(N)    092 41 25.73175(W)     ADJUSTED  
 AV0709* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0709  ___________________________________________________________________
 AV0709  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AV0709  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AV0709
 AV0709  HORZ ORDER  -  SECOND
 AV0709
 AV0709.The horizontal coordinates were established by classical geodetic methods
 AV0709.and adjusted by the National Geodetic Survey in January 1993..
 AV0709
 AV0709.The orthometric height was scaled from a topographic map.
 AV0709
 AV0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0709
 AV0709.The geoid height was determined by GEOID03.
 AV0709
 AV0709;                    North         East     Units Scale Factor Converg.
 AV0709;SPC LA S     -    93,822.027   868,199.421   MT  0.99999190   -0 40 42.9
 AV0709;SPC LA S     -   307,814.43  2,848,417.60   sFT  0.99999190   -0 40 42.9
 AV0709;UTM  15      - 3,245,625.698   530,048.201   MT  0.99961114   +0 09 06.0
 AV0709
 AV0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0709!SPC LA S     -   1.00000394  x   0.99999190  =   0.99999584
 AV0709!UTM  15      -   1.00000394  x   0.99961114  =   0.99961508
 AV0709
 AV0709|---------------------------------------------------------------------|
 AV0709| PID    Reference Object                     Distance      Geod. Az  |
 AV0709|                                                           dddmmss.s |
 AV0709| CV9712 CONTINENTAL B RM 1                   15.780 METERS 03613     |
 AV0709| AV0706 PURE A                              APPROX.18.9 KM 0522526.1 |
 AV0709| AV0707 PHILLIPS DC PLATFORM                APPROX.17.9 KM 0555632.1 |
 AV0709| AV0708 CONTINENTAL DB DERRICK              APPROX. 6.8 KM 0983746.7 |
 AV0709| CV9713 CONTINENTAL B RM 2                   17.507 METERS 17352     |
 AV0709| AV0714 CONTINENTAL DA DERRICK              APPROX.20.7 KM 2920837.3 |
 AV0709|---------------------------------------------------------------------|
 AV0709
 AV0709                          SUPERSEDED SURVEY CONTROL
 AV0709
 AV0709  NAD 83(1986)-  29 20 21.75732(N)    092 41 25.71256(W) AD(       ) 2
 AV0709  NAD 27      -  29 20 20.93100(N)    092 41 25.17700(W) AD(       ) 2
 AV0709
 AV0709.Superseded values are not recommended for survey control.
 AV0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0709.See file dsdata.txt to determine how the superseded data were derived.
 AV0709
 AV0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3004845626(NAD 83)
 AV0709_MARKER: DS = TRIANGULATION STATION DISK
 AV0709_SETTING: 0 = UNSPECIFIED SETTING
 AV0709
 AV0709  HISTORY     - Date     Condition        Report By
 AV0709  HISTORY     - 1955     MONUMENTED       CGS
 AV0709  HISTORY     - 1959     GOOD             CONOCO
 AV0709  HISTORY     - 1963     GOOD             CGS
 AV0709
 AV0709                          STATION DESCRIPTION
 AV0709
 AV0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0709'THE STATION IS LOCATED IN THE GULF OF MEXICO ON A CONTINENTAL
 AV0709'OIL COMPANY PLATFORM APPROXIMATELY 18 MILES OFFSHORE.  THE
 AV0709'PLATFORM IS IN BLOCK NO. 71 OF THE EAST CAMERON AREA, STATE
 AV0709'LEASE NO. 1208.
 AV0709'
 AV0709'THE PLATFORM IS A TUBULAR STEEL STRUCTURE WITH A WOODEN PLANKED
 AV0709'DECK.  IT IS 52 FEET WIDE AND 106 FEET IN LENGTH AT THE DECK
 AV0709'SURFACE AND RISES 50 FEET ABOVE THE WATER.
 AV0709'
 AV0709'THE STATION MARK IS SITUATED ON A STEEL I BEAM WHICH IS 1.8
 AV0709'FEET IN HEIGHT AND 0.7 FOOT WIDE AT THE TOP SURFACE.  THE TOP
 AV0709'SURFACE OF THE BEAM IS 5 INCHES BELOW THE WOODEN DECK.  THE
 AV0709'STATION MARK IS A ONE INCH TRIANGLE CUT INTO THE STEEL WITH A
 AV0709'PUNCH HOLE AT ITS CENTER.  A STANDARD STATION DISK IS CEMENTED
 AV0709'TO THE BEAM DIRECTLY OVER THE PUNCH HOLE.  THE DISK IS STAMPED
 AV0709'CONTINENTAL B 1955.  THE MARK IS 54.7 FEET NORTH OF THE SOUTH
 AV0709'EDGE, 51.3 FEET SOUTH OF THE NORTH EDGE, 30.5 FEET WEST OF THE
 AV0709'EAST EDGE AND 21.6 FEET EAST OF THE WEST EDGE.  THE ABOVE
 AV0709'MEASUREMENTS WERE MADE FROM THE OUTER EDGES OF THE PLATFORM
 AV0709'DECK AT RIGHT ANGLES TO THE STATION.
 AV0709'
 AV0709'REFERENCE MARK NO. 1 IS SITUATED ON THE MAIN SKID GIRDER OF
 AV0709'THE EAST SIDE OF THE PLATFORM.  IT IS 3.75 FEET SOUTH OF THE
 AV0709'NORTH END OF THE GIRDER.  THE MARK IS A CROSS CUT INTO THE STEEL
 AV0709'AND A STANDARD REFERENCE DISK CEMENTED TO THE GIRDER DIRECTLY
 AV0709'OVER THE CROSS.  THE DISK IS STAMPED CONTINENTAL B NO 1 1955.
 AV0709'
 AV0709'REFERENCE MARK NO. 2 IS SITUATED ON THE MAIN SKID GIRDER OF THE EAST
 AV0709'SIDE OF THE PLATFORM.  IT IS 0.73 FOOT NORTH OF THE SOUTH END OF
 AV0709'THE GIRDER.  THE MARK IS A CROSS CUT INTO THE STEEL AND A
 AV0709'STANDARD REFERENCE DISK CEMENTED TO THE GIRDER DIRECTLY OVER
 AV0709'THE CROSS.  THE DISK IS STAMPED CONTINENTAL B NO 2 1955.
 AV0709'
 AV0709'THE STATION WAS REACHED BY BOAT FROM CAMERON.  IT IS A 5 HOUR
 AV0709'TRIP.
 AV0709'
 AV0709'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 AV0709'
 AV0709'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 AV0709
 AV0709                          STATION RECOVERY (1959)
 AV0709
 AV0709'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1959
 AV0709'THE ORIGINAL GENERAL DESCRIPTION OF THIS STATION IS CORRECT.
 AV0709'HOWEVER, THIS PLATFORM (DECK SECTION) IS 67 FT WIDE RATHER THAN
 AV0709'52 FT.  IT HAS BEEN REPORTED THAT THE ORIGINAL STATION AND
 AV0709'R.M. NO. 1 ARE OUT, AND ARE NOT USABLE.  HOWEVER, R.M. NO. 2
 AV0709'IS IN AND IT IS USABLE.
 AV0709'
 AV0709'R.M. NO. 2 IT IS 0.73 FT NORTH AND 1.1 FT EAST OF SW COR.
 AV0709'OF EAST I. BEAM.
 AV0709
 AV0709                          STATION RECOVERY (1963)
 AV0709
 AV0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0709'STATION WAS RECOVERED AND ALL MARKS RECOVERED.
 AV0709'
 AV0709'THE DISKS ARE NO LONGER THERE, BUT THE STATION MARK HOLE AND
 AV0709'THE REFERENCE MARK CROSSES WERE LOCATED.
 AV0709'
 AV0709'A HELIPORT HAS BEEN INSTALLED AT THE SOUTH END OF THE PLATFORM
 AV0709'DECK.
 AV0709'
 AV0709'OBSERVATIONS WERE MADE FROM A 37 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0714 ***********************************************************************
 AV0714  DESIGNATION -  CONTINENTAL DA DERRICK
 AV0714  PID         -  AV0714
 AV0714  STATE/COUNTY-  LA/CAMERON
 AV0714  USGS QUAD   -  
 AV0714
 AV0714                         *CURRENT SURVEY CONTROL
 AV0714  ___________________________________________________________________
 AV0714* NAD 83(1992)-  29 24 34.76480(N)    092 53 17.33468(W)     ADJUSTED  
 AV0714* NAVD 88     -                                                        
 AV0714  ___________________________________________________________________
 AV0714  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AV0714  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AV0714
 AV0714  HORZ ORDER  -  THIRD
 AV0714
 AV0714.The horizontal coordinates were established by classical geodetic methods
 AV0714.and adjusted by the National Geodetic Survey in January 1993..
 AV0714
 AV0714
 AV0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0714
 AV0714.The geoid height was determined by GEOID03.
 AV0714
 AV0714;                    North         East     Units Scale Factor Converg.
 AV0714;SPC LA S     -   101,855.772   849,109.579   MT  0.99997860   -0 46 38.7
 AV0714;SPC LA S     -   334,171.81  2,785,787.01   sFT  0.99997860   -0 46 38.7
 AV0714;UTM  15      - 3,253,378.678   510,851.097   MT  0.99960145   +0 03 17.7
 AV0714
 AV0714                          SUPERSEDED SURVEY CONTROL
 AV0714
 AV0714  NAD 83(1986)-  29 24 34.78717(N)    092 53 17.31565(W) AD(       ) 4
 AV0714  NAD 27      -  29 24 33.94600(N)    092 53 16.77900(W) AD(       ) 3
 AV0714
 AV0714.Superseded values are not recommended for survey control.
 AV0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0714.See file dsdata.txt to determine how the superseded data were derived.
 AV0714
 AV0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN1085153379(NAD 83)
 AV0714_MARKER: 67 = OIL DERRICK
 AV0714
 AV0714  HISTORY     - Date     Condition        Report By
 AV0714  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0714  HISTORY     - 1959     SEE DESCRIPTION  CONOCO
 AV0714
 AV0714                          STATION DESCRIPTION
 AV0714
 AV0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0714'STATION IS THE TOP CENTER OF OIL DERRICK WHICH IS MOUNTED ON THE
 AV0714'TOP OF THE CONTINENTAL OIL COMPANY PLATFORM LOCATED IN THE GULF
 AV0714'OF MEXICO, IN BLOCK 49, STATE LEASE 1192, BLM - OCS - 0154.
 AV0714'IT IS ABOUT 25.5 MILES SOUTH-SOUTHEAST OF GRAND CHENIER AND
 AV0714'32 MILES SOUTHWEST OF PECAN ISLAND.
 AV0714'
 AV0714'THE PLATFORM, A TUBULAR STEEL STRUCTURE SUPPORTING A NETWORK
 AV0714'OF STEEL I-BEAMS WHICH ARE DECKED OVER, IS ABOUT 100 FEET LONG,
 AV0714'50 FEET WIDE AND PROJECTS ABOUT 50 FEET FROM THE SURFACE OF
 AV0714'THE SEA.
 AV0714'
 AV0714'STATION OBSERVED IS IDENTICAL WITH THE WELL BEING DRILLED ON
 AV0714'THE 18TH OF APRIL 1955.  THIS INFORMATION IS NOTED AS THE DERRICK
 AV0714'IS SUBJECT TO BEING MOVED FROM THE PLATFORM OR REMOVED ENTIRELY.
 AV0714
 AV0714                          STATION RECOVERY (1959)
 AV0714
 AV0714'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1959
 AV0714'STATION IS THE BLOCK 49 A-2 WELLHEAD (CONDUCTOR NO. 3 ON THE
 AV0714'PLATFORM) LOCATED ON THE CONTINENTAL OIL COMPANY, ET AL BLOCK
 AV0714'49 A PLATFORM, STATE LEASE 1192, BLM - OCS 0154, GULF OF MEXICO.
 AV0714'IT IS ABOUT 25.5 MILES SOUTH-SOUTHEAST OF GRAND CHENIER AND
 AV0714'32 MILES SOUTHWEST OF PECAN ISLAND.
 AV0714'
 AV0714'THE PLATFORM, A TUBULAR STEEL STRUCTURE SUPPORTING A NETWORK
 AV0714'OF STEEL I-BEAMS WHICH ARE DECKED OVER, IS 106 FEET LONG, 52
 AV0714'FEET WIDE, AND PROJECTS 46 FEET FROM THE SURFACE OF THE SEA.
 AV0714'
 AV0714'NOTE--DERRICK HAS BEEN REMOVED, BUT THE BLOCK 49 A-2 WELL
 AV0714'(CONDUCTOR NO. 3 ON PLATFORM) WAS BEING DRILLED ON APRIL 18TH,
 AV0714'1955 - THE DATE THIS STATION WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4465 ***********************************************************************
 BJ4465  DESIGNATION -  CONVENT ST MICHAELS CATH CH
 BJ4465  PID         -  BJ4465
 BJ4465  STATE/COUNTY-  LA/ST JAMES
 BJ4465  USGS QUAD   -  CONVENT (1994)
 BJ4465
 BJ4465                         *CURRENT SURVEY CONTROL
 BJ4465  ___________________________________________________________________
 BJ4465* NAD 83(1992)-  30 00 35.51419(N)    090 49 38.50857(W)     ADJUSTED  
 BJ4465* NAVD 88     -                                                        
 BJ4465  **This station is located in a subsidence area (see below).
 BJ4465  ___________________________________________________________________
 BJ4465  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4465  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BJ4465
 BJ4465  HORZ ORDER  -  THIRD
 BJ4465
 BJ4465.The horizontal coordinates were established by classical geodetic methods
 BJ4465.and adjusted by the National Geodetic Survey in January 1993..
 BJ4465
 BJ4465 ** The orthometric height has not been validated since last determined
 BJ4465 ** by differential leveling and should not be used for control purposes.
 BJ4465 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4465 ** area with valid NAVD 88 orthometric heights.
 BJ4465 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4465 ** epoch indicated which incorporates improved geoid heights for the
 BJ4465 ** Southern Louisiana Subsidence area.
 BJ4465 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4465
 BJ4465.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4465
 BJ4465.The geoid height was determined by GEOID03.
 BJ4465
 BJ4465;                    North         East     Units Scale Factor Converg.
 BJ4465;SPC LA S     -   167,467.660 1,048,810.536   MT  0.99992576   +0 15 10.8
 BJ4465;SPC LA S     -   549,433.48  3,440,972.57   sFT  0.99992576   +0 15 10.8
 BJ4465;UTM  15      - 3,321,866.194   709,550.314   MT  1.00014179   +1 05 13.3
 BJ4465
 BJ4465                          SUPERSEDED SURVEY CONTROL
 BJ4465
 BJ4465  NAD 83(1986)-  30 00 35.53152(N)    090 49 38.50972(W) AD(       ) 4
 BJ4465  NAD 27      -  30 00 34.79972(N)    090 49 38.16750(W) AD(       ) 3
 BJ4465
 BJ4465.Superseded values are not recommended for survey control.
 BJ4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4465.See file dsdata.txt to determine how the superseded data were derived.
 BJ4465
 BJ4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0955021866(NAD 83)
 BJ4465_MARKER: 90 = CHURCH SPIRE
 BJ4465
 BJ4465  HISTORY     - Date     Condition        Report By
 BJ4465  HISTORY     - 1930     FIRST OBSERVED   CGS
 BJ4465  HISTORY     - 1955     GOOD             CGS
 BJ4465
 BJ4465                          STATION DESCRIPTION
 BJ4465
 BJ4465'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4465'THE STATION IS
 BJ4465'LOCATED ABOUT 0.2 MI. S-SE OF THE ST. JAMES COURTHOUSE IN
 BJ4465'CONVENT.  IT IS A RED-BRICK BUILDING WITH A SPIRE AND CROSS
 BJ4465'ON THE NW END OF THE BUILDING.  IT IS ABOUT 80 FT. HIGH.
 BJ4465'
 BJ4465'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3011 ***********************************************************************
 BX3011  DESIGNATION -  CONVERSE
 BX3011  PID         -  BX3011
 BX3011  STATE/COUNTY-  LA/SABINE
 BX3011  USGS QUAD   -  CONVERSE (1994)
 BX3011
 BX3011                         *CURRENT SURVEY CONTROL
 BX3011  ___________________________________________________________________
 BX3011* NAD 83(1992)-  31 46 46.57517(N)    093 42 03.05242(W)     ADJUSTED  
 BX3011* NAVD 88     -        83.9    (meters)     275.     (feet)  VERTCON   
 BX3011  ___________________________________________________________________
 BX3011  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BX3011  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX3011
 BX3011  HORZ ORDER  -  FIRST
 BX3011
 BX3011.The horizontal coordinates were established by classical geodetic methods
 BX3011.and adjusted by the National Geodetic Survey in February 1996..
 BX3011
 BX3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3011
 BX3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3011
 BX3011.The geoid height was determined by GEOID03.
 BX3011
 BX3011;                    North         East     Units Scale Factor Converg.
 BX3011;SPC LA N     -   142,506.056   886,269.217   MT  0.99991763   -0 38 05.6
 BX3011;SPC LA N     -   467,538.62  2,907,701.59   sFT  0.99991763   -0 38 05.6
 BX3011;UTM  15      - 3,516,220.654   433,642.568   MT  0.99965431   -0 22 08.8
 BX3011
 BX3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3011!SPC LA N     -   0.99999093  x   0.99991763  =   0.99990856
 BX3011!UTM  15      -   0.99999093  x   0.99965431  =   0.99964524
 BX3011
 BX3011:                Primary Azimuth Mark                     Grid Az
 BX3011:SPC LA N     -  MITCHELL                                 079 19 49.0
 BX3011:UTM  15      -  MITCHELL                                 079 03 52.2
 BX3011
 BX3011|---------------------------------------------------------------------|
 BX3011| PID    Reference Object                     Distance      Geod. Az  |
 BX3011|                                                           dddmmss.s |
 BX3011| BX3007 MITCHELL                            APPROX. 7.1 KM 0784143.4 |
 BX3011| CV8292 CONVERSE RM 1                        49.338 METERS 19024     |
 BX3011| BX3012 CONVERSE MUN TANK                    40.813 METERS 19925     |
 BX3011| CV8293 CONVERSE RM 2                        33.891 METERS 22943     |
 BX3011| CV8294 CONVERSE RM 3                                      2433141.6 |
 BX3011|---------------------------------------------------------------------|
 BX3011
 BX3011                          SUPERSEDED SURVEY CONTROL
 BX3011
 BX3011  NAD 83(1992)-  31 46 46.57592(N)    093 42 03.05165(W) AD(       ) 1
 BX3011  NAD 83(1986)-  31 46 46.58333(N)    093 42 03.04907(W) AD(       ) 1
 BX3011  NAD 27      -  31 46 45.97192(N)    093 42 02.39038(W) AD(       ) 1
 BX3011  NGVD 29 (07/19/86)   84.0    (m)          276.     (f) VERT ANG       
 BX3011
 BX3011.Superseded values are not recommended for survey control.
 BX3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3011.See file dsdata.txt to determine how the superseded data were derived.
 BX3011
 BX3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3364316221(NAD 83)
 BX3011_MARKER: DS = TRIANGULATION STATION DISK
 BX3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3011
 BX3011  HISTORY     - Date     Condition        Report By
 BX3011  HISTORY     - 1971     MONUMENTED       NGS
 BX3011  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3011
 BX3011                          STATION DESCRIPTION
 BX3011
 BX3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3011'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2 DUE TO CHAIN-LINK
 BX3011'FENCE ON LINE.
 BX3011'
 BX3011'THE STATION IS LOCATED IN THE SMALL TOWN OF CONVERSE, NEAR THE
 BX3011'MUNICIPAL WATER TANK ON LAND OWNED BY MR. J. M. MAGEE, POST OFFICE
 BX3011'BOX 26, CONVERSE, LOUISIANA.
 BX3011'
 BX3011'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 171 AND STATE
 BX3011'HIGHWAY 174 JUST EAST OF THE POST OFFICE IN CONVERSE, GO WEST ON
 BX3011'STATE HIGHWAY 174 FOR 0.4 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN
 BX3011'LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO A GRAVELED
 BX3011'T-ROAD.  TURN RIGHT AND GO WEST AND SOUTH ON GRAVELED ROAD FOR
 BX3011'0.05 MILE TO THE STATION ON THE RIGHT.
 BX3011'
 BX3011'THE STATION MARKS ARE STANDARD DISKS STAMPED CONVERSE 1971.  THE
 BX3011'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX3011'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 76
 BX3011'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN-LINK
 BX3011'FENCE, 76 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 45 FEET EAST
 BX3011'NORTHEAST OF AN ABANDONED WATER WELL, 33 FEET SOUTH-SOUTHWEST OF A
 BX3011'12-INCH MAPLE TREE AND 3.9 FEET SOUTHEAST OF A METAL WITNESS
 BX3011'POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BX3011'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BX3011'SURFACE.
 BX3011'
 BX3011'REFERENCE MARK 1, A STANDARD DISK STAMPED CONVERSE NO 1 1971, IS SET
 BX3011'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3011'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE
 BX3011'CENTER OF THE GRAVELED ROAD, 17 FEET SOUTH-SOUTHEAST OF THE
 BX3011'SOUTHEAST LEG OF THE WATER TANK, 12 FEET NORTH OF THE SOUTHEAST
 BX3011'CORNER OF THE CHAIN-LINK FENCE AND 1 FOOT NORTHEAST OF THE
 BX3011'CHAIN-LINK FENCE.
 BX3011'
 BX3011'REFERENCE MARK 2, A STANDARD DISK STAMPED CONVERSE NO 2 1971, IS SET
 BX3011'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3011'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET SOUTHEAST OF A
 BX3011'16-INCH CEDAR TREE, 10 FEET SOUTH OF A SAND ROAD AND 1 FOOT NORTH
 BX3011'OF A CHAIN-LINK FENCE.
 BX3011'
 BX3011'REFERENCE MARK 3, A STANDARD DISK STAMPED CONVERSE NO 3 1971, IS SET
 BX3011'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3011'1 INCH ABOVE THE GROUND SURFACE.  IT IS 45 FEET SOUTHEAST OF THE
 BX3011'SOUTHEAST CORNER OF A HOUSE, 4 FEET NORTHEAST OF A FENCE CORNER
 BX3011'AND 4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 BX3011'
 BX3011'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 BX3011'
 BX3011'NEAREST TOWN--IN CONVERSE.
 BX3011'
 BX3011'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 BX3011
 BX3011                          STATION RECOVERY (2001)
 BX3011
 BX3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3011'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2457 ***********************************************************************
 BJ2457  DESIGNATION -  CONVERSE CAP
 BJ2457  PID         -  BJ2457
 BJ2457  STATE/COUNTY-  LA/ST LANDRY
 BJ2457  USGS QUAD   -  PORTAGE (1970)
 BJ2457
 BJ2457                         *CURRENT SURVEY CONTROL
 BJ2457  ___________________________________________________________________
 BJ2457* NAD 83(1986)-  30 28 28.     (N)    091 45 32.     (W)     SCALED    
 BJ2457* NAVD 88     -         8.44   (+/-2cm)      27.7    (feet)  VERTCON   
 BJ2457  ___________________________________________________________________
 BJ2457  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2457
 BJ2457  VERT ORDER  -  ? (See Below)
 BJ2457
 BJ2457.The horizontal coordinates were scaled from a topographic map and have
 BJ2457.an estimated accuracy of +/- 6 seconds.
 BJ2457
 BJ2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2457.The vertical order pertains to the NGVD 29 superseded value.
 BJ2457
 BJ2457.The geoid height was determined by GEOID03.
 BJ2457
 BJ2457;                    North         East    Units  Estimated Accuracy
 BJ2457;SPC LA S     -   218,930.      959,140.      MT  (+/- 180 meters Scaled)
 BJ2457
 BJ2457                          SUPERSEDED SURVEY CONTROL
 BJ2457
 BJ2457  NGVD 29 (??/??/??)    8.447  (m)           27.71   (f) ADJUSTED    ?  
 BJ2457
 BJ2457.Superseded values are not recommended for survey control.
 BJ2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2457.See file dsdata.txt to determine how the superseded data were derived.
 BJ2457
 BJ2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP191720(NAD 83)
 BJ2457_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2457
 BJ2457  HISTORY     - Date     Condition        Report By
 BJ2457  HISTORY     - UNK      MONUMENTED       DOD
 BJ2457  HISTORY     - 1936     GOOD             DOD
 BJ2457
 BJ2457                          STATION DESCRIPTION
 BJ2457
 BJ2457'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2457'4.7 MI S FROM KROTZ SPRINGS.
 BJ2457'4.7 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2457'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1.1 MILES NORTH
 BJ2457'OF THE JUNCTION OF BAYOU COURTABLEAU, ABOUT 0.8 MILE SOUTH OF THE
 BJ2457'LOWER END OF THE RIVERSIDE SPUR LEVEE, 408.6 FEET NORTHWEST OF LEVEE
 BJ2457'STATION 2664+34.90, ON THE WEST BANK OF ATCHAFALAYA RIVER, BETWEEN
 BJ2457'FORKS OF A SLOUGH IN A WILLOW THICKET, 742 FEET SOUTHWEST OF P.B.M.
 BJ2457'HELTON (U.S.E.), DESCRIBED ABOVE, AND ABOUT 700 FEET NORTH OF AN
 BJ2457'EAST-AND-WEST SLOUGH BETWEEN THE BAYOU AND THE RIVER.  AN IRON PIPE
 BJ2457'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND AND BEARING A CORPS OF
 BJ2457'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3012 ***********************************************************************
 BX3012  DESIGNATION -  CONVERSE MUN TANK
 BX3012  PID         -  BX3012
 BX3012  STATE/COUNTY-  LA/SABINE
 BX3012  USGS QUAD   -  CONVERSE (1994)
 BX3012
 BX3012                         *CURRENT SURVEY CONTROL
 BX3012  ___________________________________________________________________
 BX3012* NAD 83(1992)-  31 46 45.32550(N)    093 42 03.56820(W)     ADJUSTED  
 BX3012* NAVD 88     -                                                        
 BX3012  ___________________________________________________________________
 BX3012  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BX3012  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX3012
 BX3012  HORZ ORDER  -  THIRD
 BX3012
 BX3012.The horizontal coordinates were established by classical geodetic methods
 BX3012.and adjusted by the National Geodetic Survey in February 1996..
 BX3012
 BX3012
 BX3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3012
 BX3012.The geoid height was determined by GEOID03.
 BX3012
 BX3012;                    North         East     Units Scale Factor Converg.
 BX3012;SPC LA N     -   142,467.721   886,255.221   MT  0.99991764   -0 38 05.9
 BX3012;SPC LA N     -   467,412.85  2,907,655.67   sFT  0.99991764   -0 38 05.9
 BX3012;UTM  15      - 3,516,182.265   433,628.754   MT  0.99965433   -0 22 09.1
 BX3012
 BX3012                          SUPERSEDED SURVEY CONTROL
 BX3012
 BX3012  NAD 83(1992)-  31 46 45.32600(N)    093 42 03.56757(W) AD(       ) 4
 BX3012  NAD 83(1986)-  31 46 45.33369(N)    093 42 03.56424(W) AD(       ) 4
 BX3012  NAD 27      -  31 46 44.72293(N)    093 42 02.90589(W) AD(       ) 3
 BX3012
 BX3012.Superseded values are not recommended for survey control.
 BX3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3012.See file dsdata.txt to determine how the superseded data were derived.
 BX3012
 BX3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3362916182(NAD 83)
 BX3012_MARKER: 53 = ELEVATED TANK
 BX3012
 BX3012  HISTORY     - Date     Condition        Report By
 BX3012  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX3012  HISTORY     - 20010331 GOOD             NGS
 BX3012
 BX3012                          STATION DESCRIPTION
 BX3012
 BX3012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3012'CONVERSE MUNICIPAL WATER TANK IS LOCATED IN THE SOUTHWEST PART OF
 BX3012'TOWN 0.4 MILE WEST AND 0.2 MILE SOUTH OF THE POST OFFICE.
 BX3012'
 BX3012'IT IS A THREE-LEGGED STEEL STRUCTURE, PAINTED SILVER, SUPPORTING A
 BX3012'BALL SHAPED TANK WHICH HAS THE LEGEND CONVERSE PAINTED ON THE EAST
 BX3012'AND WEST SIDES, AND HAS AN OVERALL HEIGHT OF 120 FEET.
 BX3012'
 BX3012'POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 BX3012
 BX3012                          STATION RECOVERY (2001)
 BX3012
 BX3012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3012'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2234 ***********************************************************************
 CQ2234  DESIGNATION -  CONWAY
 CQ2234  PID         -  CQ2234
 CQ2234  STATE/COUNTY-  LA/UNION
 CQ2234  USGS QUAD   -  MARION WEST (1988)
 CQ2234
 CQ2234                         *CURRENT SURVEY CONTROL
 CQ2234  ___________________________________________________________________
 CQ2234* NAD 83(1992)-  32 53 19.45391(N)    092 20 52.57026(W)     ADJUSTED  
 CQ2234* NAVD 88     -        66.311  (meters)     217.56   (feet)  ADJUSTED  
 CQ2234  ___________________________________________________________________
 CQ2234  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CQ2234  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2234  DYNAMIC HT  -          66.239 (meters)     217.32  (feet)  COMP
 CQ2234  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 CQ2234
 CQ2234  HORZ ORDER  -  FIRST
 CQ2234  VERT ORDER  -  SECOND    CLASS I
 CQ2234
 CQ2234.The horizontal coordinates were established by classical geodetic methods
 CQ2234.and adjusted by the National Geodetic Survey in September 1999..
 CQ2234
 CQ2234.The orthometric height was determined by differential leveling
 CQ2234.and adjusted by the National Geodetic Survey in June 1991..
 CQ2234
 CQ2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2234
 CQ2234.The geoid height was determined by GEOID03.
 CQ2234
 CQ2234.The dynamic height is computed by dividing the NAVD 88
 CQ2234.geopotential number by the normal gravity value computed on the
 CQ2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2234.degrees latitude (g = 980.6199 gals.).
 CQ2234
 CQ2234.The modeled gravity was interpolated from observed gravity values.
 CQ2234
 CQ2234;                    North         East     Units Scale Factor Converg.
 CQ2234;SPC LA N     -   264,875.324 1,014,229.485   MT  1.00005818   +0 04 49.4
 CQ2234;SPC LA N     -   869,011.79  3,327,517.90   sFT  1.00005818   +0 04 49.4
 CQ2234;SPC AR S     -   424,686.943   367,439.762   MT  1.00011658   -0 11 41.1
 CQ2234;SPC AR S     - 1,393,327.08  1,205,508.62   sFT  1.00011658   -0 11 41.1
 CQ2234;UTM  15      - 3,639,140.907   560,989.969   MT  0.99964586   +0 21 14.7
 CQ2234
 CQ2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2234!SPC LA N     -   0.99999368  x   1.00005818  =   1.00005186
 CQ2234!SPC AR S     -   0.99999368  x   1.00011658  =   1.00011026
 CQ2234!UTM  15      -   0.99999368  x   0.99964586  =   0.99963954
 CQ2234
 CQ2234:                Primary Azimuth Mark                     Grid Az
 CQ2234:SPC LA N     -  CONWAY AZ MK                             096 07 19.5
 CQ2234:SPC AR S     -  CONWAY AZ MK                             096 23 50.0
 CQ2234:UTM  15      -  CONWAY AZ MK                             095 50 54.2
 CQ2234
 CQ2234|---------------------------------------------------------------------|
 CQ2234| PID    Reference Object                     Distance      Geod. Az  |
 CQ2234|                                                           dddmmss.s |
 CQ2234| CY4128 CONWAY AZ MK                                       0961208.9 |
 CQ2234| CQ2236 CONWAY RM 1                          27.382 METERS 09613     |
 CQ2234| CQ2646 LENVILLE LOOKOUT TOWER LFC          APPROX.12.2 KM 1283805.8 |
 CQ2234| CQ2892 WADE                                APPROX.15.1 KM 2820841.8 |
 CQ2234| CQ2235 CONWAY RM 2                          32.385 METERS 34354     |
 CQ2234| CQ2708 OAKLAND LOOKOUT TOWER LFC           APPROX.12.0 KM 3591817.0 |
 CQ2234|---------------------------------------------------------------------|
 CQ2234
 CQ2234                          SUPERSEDED SURVEY CONTROL
 CQ2234
 CQ2234  NAD 83(1992)-  32 53 19.46129(N)    092 20 52.56564(W) AD(       ) 1
 CQ2234  NAD 83(1986)-  32 53 19.46715(N)    092 20 52.56161(W) AD(       ) 1
 CQ2234  NAD 27      -  32 53 18.99000(N)    092 20 52.03900(W) AD(       ) 1
 CQ2234  NGVD 29 (??/??/??)   66.392  (m)          217.82   (f) ADJUSTED    2 1
 CQ2234
 CQ2234.Superseded values are not recommended for survey control.
 CQ2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2234.See file dsdata.txt to determine how the superseded data were derived.
 CQ2234
 CQ2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6099039141(NAD 83)
 CQ2234_MARKER: DS = TRIANGULATION STATION DISK
 CQ2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2234_STAMPING: CONWAY 1952
 CQ2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2234+STABILITY: SURFACE MOTION
 CQ2234
 CQ2234  HISTORY     - Date     Condition        Report By
 CQ2234  HISTORY     - 1952     MONUMENTED       CGS
 CQ2234  HISTORY     - 1973     GOOD             TSI
 CQ2234  HISTORY     - 1974     GOOD             NGS
 CQ2234  HISTORY     - 1976     GOOD             LADTD
 CQ2234
 CQ2234                          STATION DESCRIPTION
 CQ2234
 CQ2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2234'THE STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF FARMERVILLE,
 CQ2234'6 MILES WEST-SOUTHWEST OF MARION, 141 FEET NORTHWEST OF
 CQ2234'THE CENTER OF A CROSS ROAD AND 9 FEET NORTH OF A WHITE 4
 CQ2234'IN X 4 IN WITNESS POST.
 CQ2234'
 CQ2234'TO REACH THE STATION FROM THE COURTHOUSE IN FARMERVILLE,
 CQ2234'GO NORTH ON STATE HIGHWAY 411 FOR 0.5 MILE TO A Y-JUNCTION,
 CQ2234'BEAR RIGHT AND CONTINUE NORTH ON HIGHWAY 411 FOR 2.6 MILES
 CQ2234'TO A Y-JUNCTION AND A SIGN CONWAY 6, BEAR RIGHT AND CONTINUE
 CQ2234'NORTH ON A COUNTY ROAD FOR 5.1 MILES TO A CROSS ROAD IN
 CQ2234'THE VILLAGE OF CONWAY, TURN RIGHT AND GO EAST ON THE MAIN
 CQ2234'ROAD FOR 2.9 MILES TO THE STATION ON THE LEFT, CONTINUE
 CQ2234'EAST 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CQ2234'
 CQ2234'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2234'CONWAY 1952.
 CQ2234'
 CQ2234'REFERENCE MARK 1 IS 64 FEET NORTHWEST OF THE CENTER OF THE
 CQ2234'CROSS ROAD AND 18 FEET EAST OF AN 8-INCH PINE TREE.  THE
 CQ2234'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CONWAY NO
 CQ2234'1 1952.
 CQ2234'
 CQ2234'REFERENCE MARK 2 IS 27 FEET SOUTHEAST OF A 48-INCH OAK TREE.
 CQ2234'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CONWAY
 CQ2234'NO 2 1952.
 CQ2234'
 CQ2234'THE AZIMUTH MARK IS 44 FEET SOUTH OF THE CENTER OF THE MAIN
 CQ2234'ROAD, 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 4 FEET
 CQ2234'WEST OF A POWER LINE POLE AND 3 FEET NORTH OF A WHITE 4
 CQ2234'IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 CQ2234'THE DISK IS STAMPED CONWAY 1952.
 CQ2234'
 CQ2234'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CQ2234
 CQ2234                          STATION RECOVERY (1973)
 CQ2234
 CQ2234'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1973 (GWS)
 CQ2234'CONWAY 1952-GOOD
 CQ2234'
 CQ2234'R.M. 1-GOOD
 CQ2234'
 CQ2234'AZ MK-GOOD
 CQ2234'
 CQ2234'METAL WITNESS POST ERECTED 2 FT. NORTH OF STATION.
 CQ2234
 CQ2234                          STATION RECOVERY (1974)
 CQ2234
 CQ2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 CQ2234'THE STATION WAS VISITED 11-13-74 AND THE STATION MARK AND
 CQ2234'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN
 CQ2234'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND WITH ALL
 CQ2234'SIDES CHIPPED OFF.  REFERENCE MARK NO. 2 WAS OBSTRUCTED
 CQ2234'FROM THE STATION BY A LARGE TREE.  NO ANGLES WERE OBSERVED
 CQ2234'AT THE STATION.  A NEW DESCRIPTION FOLLOWS--
 CQ2234'
 CQ2234'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF
 CQ2234'FARMERVILLE, ABOUT 6 MILES WEST-SOUTHWEST OF MARION, OPPOSITE
 CQ2234'A ROAD LEADING SOUTH, 134 FEET WEST OF THE CENTER OF A TRACK
 CQ2234'ROAD LEADING NORTH, 117 FEET WEST OF THE PROJECTED CENTERLINE
 CQ2234'OF A ROAD LEADING SOUTH, 62 FEET NORTH OF THE CENTER OF
 CQ2234'THE HIGHWAY, 132 FEET EAST-NORTHEAST OF A POWER POLE, 54.5
 CQ2234'FEET WEST OF A TELEPHONE CABLE OUTLET, AND 26 FEET NORTH
 CQ2234'OF THE EDGE OF A CUT BANK AND 3 FEET SOUTH OF A METAL WITNESS
 CQ2234'POST.  IT IS A TRIANGULATION STATION DISK, STAMPED CONWAY
 CQ2234'1952, PROJECTING 4 INCHES.
 CQ2234'
 CQ2234'REFERENCE MARK NO 1 IS 89.94 FEET EAST OF THE STATION, 51
 CQ2234'FEET NORTH OF THE CENTER OF THE HIGHWAY, 44 FEET WEST OF
 CQ2234'THE TRACK ROAD LEADING NORTH 37 FEET EAST OF A TELEPHONE
 CQ2234'CABLE OUTLET, 15 FEET NORTH OF THE EDGE OF THE BANK AND
 CQ2234'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 CQ2234'MARK DISK STAMPED CONWAY NO 1 1952, PROJECTING 4 INCHES.
 CQ2234'
 CQ2234'REFERENCE MARK NO. 2 IS 106.35 FEET NORTH OF THE STATION,
 CQ2234'132 FEET NORTH OF THE EDGE OF THE CUT BANK, 168 FEET NORTH
 CQ2234'OF THE CENTER OF THE HIGHWAY, 27 FEET SOUTHEAST OF A DEAD
 CQ2234'4-FOOT OAK TREE, 1 FOOT EAST OF A METAL WITNESS POST.  IT
 CQ2234'IS A REFERENCE MARK DISK, STAMPED CONWAY NO 2 1952, PROJECTING
 CQ2234'2 INCHES.
 CQ2234'
 CQ2234'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION ON THE
 CQ2234'FIRST RISE EAST OF THE STATION, 83 FEET SOUTHEAST OF THE
 CQ2234'POWER POLE NORTH OF THE HIGHWAY WHERE THE POWER LINE MAKES
 CQ2234'A 90 DEGREE TURN TO THE NORTH, 43 FEET SOUTHEAST OF THE
 CQ2234'CENTER OF THE HIGHWAY, 9 FEET SOUTHWEST OF THE CENTER OF
 CQ2234'A TRACK ROAD LEADING SOUTHEAST, 2 FEET NORTH OF A 2-FOOT
 CQ2234'OAK TREE, 3 FEET WEST OF A GUY POLE.  IT IS AN AZIMUTH MARK
 CQ2234'DISK STAMPED CONWAY 1952 PROJECTING 2 INCHES.
 CQ2234'
 CQ2234'TO REACH FROM THE UNION PARISH COURTHOUSE IN FARMERSVILLE,
 CQ2234'GO NORTH ON STATE HIGHWAY 15 FOR 3.0 MILES TO THE JUNCTION
 CQ2234'WITH STATE HIGHWAY 549, TURN RIGHT AND GO NORTHERLY FOR
 CQ2234'4.8 MILES TO CONWAY CROSSROADS AND THE INTERSECTION WITH
 CQ2234'STATE HIGHWAY 348 (CEMETERY IN THE NE ANGLE OF THE CROSSROADS),
 CQ2234'TURN RIGHT AND GO EAST FOR 2.9 MILES ON STATE HIGHWAY 348
 CQ2234'TO A SIDE ROAD RIGHT AND THE STATION ON THE LEFT.  CONTINUE
 CQ2234'EAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CQ2234'
 CQ2234'NO OBSERVATION MADE AT THIS STATION ON THIS DATE.
 CQ2234'
 CQ2234'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILE
 CQ2234'WSW OF MARION.
 CQ2234
 CQ2234                          STATION RECOVERY (1976)
 CQ2234
 CQ2234'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CQ2234'11.4 MI N FROM FARMERVILLE.
 CQ2234'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2234'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2234'HIGHWAY 549 FOR 5.4 MILES TO INTERSECTION WITH LOUISIANA HIGHWAY 348,
 CQ2234'THENCE EAST ALONG LOUISIANA HIGHWAY 348 A DISTANCE OF 3 MILES AND THE
 CQ2234'MARK ON THE LEFT, IT IS 62 FEET NORTH OF THE CENTERLINE OF LOUISIANA
 CQ2234'HIGHWAY 348, 55 FEET NORTHWEST OF A TELEPHONE SPLICE BOX ON THE NORTH
 CQ2234'SIDE OF LOUISIANA HIGHWAY 348, 64 FEET NORTHWEST OF THE INTERSECTION
 CQ2234'OF LOUISIANA HIGHWAY 348 AND A PARISH BLACKTOP ROAD LEADING SOUTH, 132
 CQ2234'FEET NORTHWEST OF A 30 INCH PINE TREE, 90 FEET NORTHWEST OF R.M. NO.
 CQ2234'1, 34 FEET SOUTHEAST OF A 12 INCH PINE TREE.  IT IS 3 FEET SOUTH OF A
 CQ2234'METAL WITNESS POST, SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST
 CQ2234'AND PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2236 ***********************************************************************
 CQ2236  DESIGNATION -  CONWAY RM 1
 CQ2236  PID         -  CQ2236
 CQ2236  STATE/COUNTY-  LA/UNION
 CQ2236  USGS QUAD   -  MARION WEST (1988)
 CQ2236
 CQ2236                         *CURRENT SURVEY CONTROL
 CQ2236  ___________________________________________________________________
 CQ2236* NAD 83(1986)-  32 53 24.     (N)    092 20 55.     (W)     SCALED    
 CQ2236* NAVD 88     -        64.975  (meters)     213.17   (feet)  ADJUSTED  
 CQ2236  ___________________________________________________________________
 CQ2236  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2236  DYNAMIC HT  -          64.904 (meters)     212.94  (feet)  COMP
 CQ2236  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 CQ2236
 CQ2236  VERT ORDER  -  SECOND    CLASS I
 CQ2236
 CQ2236.The horizontal coordinates were scaled from a topographic map and have
 CQ2236.an estimated accuracy of +/- 6 seconds.
 CQ2236
 CQ2236.The orthometric height was determined by differential leveling
 CQ2236.and adjusted by the National Geodetic Survey in June 1991..
 CQ2236
 CQ2236.The geoid height was determined by GEOID03.
 CQ2236
 CQ2236.The dynamic height is computed by dividing the NAVD 88
 CQ2236.geopotential number by the normal gravity value computed on the
 CQ2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2236.degrees latitude (g = 980.6199 gals.).
 CQ2236
 CQ2236.The modeled gravity was interpolated from observed gravity values.
 CQ2236
 CQ2236;                    North         East    Units  Estimated Accuracy
 CQ2236;SPC LA N     -   265,020.    1,014,170.      MT  (+/- 180 meters Scaled)
 CQ2236
 CQ2236                          SUPERSEDED SURVEY CONTROL
 CQ2236
 CQ2236  NGVD 29 (??/??/??)   65.056  (m)          213.44   (f) ADJUSTED    2 1
 CQ2236
 CQ2236.Superseded values are not recommended for survey control.
 CQ2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2236.See file dsdata.txt to determine how the superseded data were derived.
 CQ2236
 CQ2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS609392(NAD 83)
 CQ2236_MARKER: DR = REFERENCE MARK DISK
 CQ2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2236_STAMPING: CONWAY NO. 1 1952
 CQ2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2236+STABILITY: SURFACE MOTION
 CQ2236
 CQ2236  HISTORY     - Date     Condition        Report By
 CQ2236  HISTORY     - 1952     MONUMENTED       CGS
 CQ2236  HISTORY     - 1976     GOOD             LADTD
 CQ2236
 CQ2236                          STATION DESCRIPTION
 CQ2236
 CQ2236'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2236'11.4 MI N FROM FARMERVILLE.
 CQ2236'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2236'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2236'HIGHWAY 549 FOR 5.4 MILES TO INTERSECTION WITH LOUISIANA HIGHWAY 348,
 CQ2236'THENCE EAST ALONG LOUISIANA HIGHWAY 348 A DISTANCE OF 3 MILES AND THE
 CQ2236'MARK ON THE LEFT, IT IS 52 FEET NORTH OF THE CENTERLINE OF LOUISIANA
 CQ2236'HIGHWAY 348, 44 FEET WEST OF THE CENTERLINE OF A WOODS ROAD LEADING
 CQ2236'NORTH, 66 FEET NORTHWEST OF INTERSECTION OF LOUISIANA HIGHWAY 348 AND
 CQ2236'WOODS ROAD LEADING NORTH, 5 FEET SOUTHEAST OF A 10 INCH PINE TREE, 36
 CQ2236'FEET EAST OF A TELEPHONE SPLICE BOX ON NORTH RIGHT OF WAY OF LOUISIANA
 CQ2236'HIGHWAY 348.  IT IS 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE
 CQ2236'TOP OF A 10 INCH ROUND CONCRETE POST AND PROJECTING 3 INCHES ABOVE THE
 CQ2236'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2235 ***********************************************************************
 CQ2235  DESIGNATION -  CONWAY RM 2
 CQ2235  PID         -  CQ2235
 CQ2235  STATE/COUNTY-  LA/UNION
 CQ2235  USGS QUAD   -  MARION WEST (1988)
 CQ2235
 CQ2235                         *CURRENT SURVEY CONTROL
 CQ2235  ___________________________________________________________________
 CQ2235* NAD 83(1986)-  32 53 24.     (N)    092 20 55.     (W)     SCALED    
 CQ2235* NAVD 88     -        65.979  (meters)     216.47   (feet)  ADJUSTED  
 CQ2235  ___________________________________________________________________
 CQ2235  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2235  DYNAMIC HT  -          65.907 (meters)     216.23  (feet)  COMP
 CQ2235  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 CQ2235
 CQ2235  VERT ORDER  -  SECOND    CLASS I
 CQ2235
 CQ2235.The horizontal coordinates were scaled from a topographic map and have
 CQ2235.an estimated accuracy of +/- 6 seconds.
 CQ2235
 CQ2235.The orthometric height was determined by differential leveling
 CQ2235.and adjusted by the National Geodetic Survey in June 1991..
 CQ2235
 CQ2235.The geoid height was determined by GEOID03.
 CQ2235
 CQ2235.The dynamic height is computed by dividing the NAVD 88
 CQ2235.geopotential number by the normal gravity value computed on the
 CQ2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2235.degrees latitude (g = 980.6199 gals.).
 CQ2235
 CQ2235.The modeled gravity was interpolated from observed gravity values.
 CQ2235
 CQ2235;                    North         East    Units  Estimated Accuracy
 CQ2235;SPC LA N     -   265,020.    1,014,170.      MT  (+/- 180 meters Scaled)
 CQ2235
 CQ2235                          SUPERSEDED SURVEY CONTROL
 CQ2235
 CQ2235  NGVD 29 (??/??/??)   66.060  (m)          216.73   (f) ADJUSTED    2 1
 CQ2235
 CQ2235.Superseded values are not recommended for survey control.
 CQ2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2235.See file dsdata.txt to determine how the superseded data were derived.
 CQ2235
 CQ2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS609392(NAD 83)
 CQ2235_MARKER: DR = REFERENCE MARK DISK
 CQ2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2235_STAMPING: CONWAY 1952 R.M. NO. 2
 CQ2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2235+STABILITY: SURFACE MOTION
 CQ2235
 CQ2235  HISTORY     - Date     Condition        Report By
 CQ2235  HISTORY     - 1952     MONUMENTED       CGS
 CQ2235  HISTORY     - 1976     GOOD             LADTD
 CQ2235
 CQ2235                          STATION DESCRIPTION
 CQ2235
 CQ2235'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2235'11.4 MI N FROM FARMERVILLE.
 CQ2235'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2235'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2235'HIGHWAY 549 FOR 5.4 MILES TO INTERSECTION WITH LOUISIANA HIGHWAY 348,
 CQ2235'THENCE EAST ALONG LOUISIANA HIGHWAY 348 A DISTANCE OF 3 MILES AND THE
 CQ2235'MARK ON THE LEFT, IT IS 168 FEET NORTH OF THE CENTERLINE OF LOUISIANA
 CQ2235'HIGHWAY 348, 106 FEET NORTH OF STATION CONWAY, 16 FEET SOUTHEAST OF A
 CQ2235'20 INCH PINE TREE, 4 FEET NORTH OF A 8 INCH PINE TREE, 136 FEET WEST
 CQ2235'OF THE CENTERLINE OF A WOODS ROAD LEADING NORTH.  IT IS 1 FOOT EAST OF
 CQ2235'A METAL WITNESS POST, SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST
 CQ2235'AND PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2550 ***********************************************************************
 AU2550  DESIGNATION -  COOK
 AU2550  PID         -  AU2550
 AU2550  STATE/COUNTY-  LA/ST MARY
 AU2550  USGS QUAD   -  ELLERSLIE (1994)
 AU2550
 AU2550                         *CURRENT SURVEY CONTROL
 AU2550  ___________________________________________________________________
 AU2550* NAD 83(1992)-  29 42 53.46419(N)    091 32 42.51730(W)     ADJUSTED  
 AU2550* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2550  **This station is located in a subsidence area (see below).
 AU2550  ___________________________________________________________________
 AU2550  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2550  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AU2550
 AU2550  HORZ ORDER  -  THIRD
 AU2550
 AU2550.The horizontal coordinates were established by classical geodetic methods
 AU2550.and adjusted by the National Geodetic Survey in January 1993..
 AU2550
 AU2550 ** The orthometric height has not been validated since last determined
 AU2550 ** by differential leveling and should not be used for control purposes.
 AU2550 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2550 ** area with valid NAVD 88 orthometric heights.
 AU2550 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2550 ** epoch indicated which incorporates improved geoid heights for the
 AU2550 ** Southern Louisiana Subsidence area.
 AU2550 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2550.The orthometric height was scaled from a topographic map.
 AU2550
 AU2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2550
 AU2550.The geoid height was determined by GEOID03.
 AU2550
 AU2550;                    North         East     Units Scale Factor Converg.
 AU2550;SPC LA S     -   134,678.808   979,506.313   MT  0.99993813   -0 06 21.3
 AU2550;SPC LA S     -   441,858.72  3,213,596.96   sFT  0.99993813   -0 06 21.3
 AU2550;UTM  15      - 3,288,074.966   640,724.686   MT  0.99984434   +0 43 16.6
 AU2550
 AU2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2550!SPC LA S     -   1.00000405  x   0.99993813  =   0.99994218
 AU2550!UTM  15      -   1.00000405  x   0.99984434  =   0.99984839
 AU2550
 AU2550:                Primary Azimuth Mark                     Grid Az
 AU2550:SPC LA S     -  COOK AZ MK                               127 12 48.8
 AU2550:UTM  15      -  COOK AZ MK                               126 23 10.9
 AU2550
 AU2550|---------------------------------------------------------------------|
 AU2550| PID    Reference Object                     Distance      Geod. Az  |
 AU2550|                                                           dddmmss.s |
 AU2550| CV9714 COOK AZ MK                                         1270627.5 |
 AU2550| CV9715 COOK RM 1                            10.632 METERS 17007     |
 AU2550| AU1811 SOUTH BEND                          APPROX. 9.2 KM 1741033.4 |
 AU2550| CV9716 COOK RM 2                            10.654 METERS 30253     |
 AU2550|---------------------------------------------------------------------|
 AU2550
 AU2550                          SUPERSEDED SURVEY CONTROL
 AU2550
 AU2550  NAD 83(1986)-  29 42 53.48613(N)    091 32 42.51368(W) AD(       ) 3
 AU2550  NAD 27      -  29 42 52.74000(N)    091 32 42.11100(W) AD(       ) 3
 AU2550
 AU2550.Superseded values are not recommended for survey control.
 AU2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2550.See file dsdata.txt to determine how the superseded data were derived.
 AU2550
 AU2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4072588075(NAD 83)
 AU2550_MARKER: DS = TRIANGULATION STATION DISK
 AU2550_SETTING: 0 = UNSPECIFIED SETTING
 AU2550
 AU2550  HISTORY     - Date     Condition        Report By
 AU2550  HISTORY     - 1955     MONUMENTED       CGS
 AU2550  HISTORY     - 1966     GOOD             CGS
 AU2550  HISTORY     - 1968     MARK NOT FOUND   CGS
 AU2550
 AU2550                          STATION DESCRIPTION
 AU2550
 AU2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2550'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WEST COTE BLANCHE
 AU2550'BAY, ABOUT 4 MILES NORTHWEST OF NORTH BEND, ABOUT 1.0 MILE
 AU2550'SOUTHEAST OF THE MOUTH OF COW ISLAND BAYOU, ABOUT 0.15 MILE
 AU2550'NORTHWEST OF THE POINT WHERE THE INTRACOASTAL WATERWAY,
 AU2550'ON ITS WESTERLY PROJECTION, MAKES A GENTLE CURVE TO THE RIGHT
 AU2550'OR NORTHWEST AND 32 FEET SOUTH OF THE SOUTH BANK OF THE
 AU2550'INTRACOASTAL WATERWAY.
 AU2550'
 AU2550'TO REACH FROM THE MAIN INTERSECTION IN CENTERVILLE.  GO SOUTH
 AU2550'ON STATE HIGHWAY NUMBER 60 FOR 6.5 MILES TO THE DRAWBRIDGE
 AU2550'WHICH SPANS THE INTRACOASTAL WATERWAY AND THE END OF TRUCK
 AU2550'TRAVEL.  A BOAT WAS USED FOR TRANSPORTATION FROM THIS POINT.
 AU2550'
 AU2550'THE STATION IS A STANDARD DISK, STAMPED COOK 1955, BRAZED
 AU2550'TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 12 INCHES.
 AU2550'THIS PIPE IS 10 FEET IN LENGTH AND IS CEMENTED IN THE CENTER
 AU2550'OF AN 8 INCH TILE PIPE.
 AU2550'
 AU2550'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED COOK
 AU2550'NO 1 1955, BRAZED TO THE TOP OF A 10 FOOT LENGTH OF 3 INCH IRON
 AU2550'PIPE WHICH PROJECTS 3.6 FEET ABOVE THE SOIL.
 AU2550'
 AU2550'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED COOK
 AU2550'NO 2 1955, BRAZED TO THE TOP OF A 10 FOOT LENGTH OF IRON
 AU2550'PIPE WHICH PROJECTS 8 INCHES.  IT IS LOCATED 40 FEET SOUTH OF
 AU2550'THE SOUTH BANK OF THE INTRACOASTAL WATERWAY AT THE SAME
 AU2550'ELEVATION AS THE STATION.
 AU2550'
 AU2550'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK BRONZE DISK
 AU2550'BRAZED TO THE TOP OF A 10 FOOT LENGTH OF 3 INCH IRON PIPE
 AU2550'WHICH IS EMBEDDED IN CONCRETE IN THE CENTER OF AN 8 INCH
 AU2550'TILE PIPE THAT PROJECTS 12 INCHES.  IT IS LOCATED ON THE NORTH
 AU2550'BANK OF THE INTRACOASTAL WATERWAY AT A POINT WHERE THE CANAL
 AU2550'MAKES A GENTLE CURVE, ABOUT 0.15 MILE SOUTHEAST OF THE STATION
 AU2550'AND 12 FEET NORTH OF THE CANAL.  THE DISK IS STAMPED COOK
 AU2550'AZ MK 1955.
 AU2550
 AU2550                          STATION RECOVERY (1966)
 AU2550
 AU2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2550'STATION MARK RECOVERED IN FAIR CONDITION.  THE MARK IS NOW
 AU2550'RIGHT AT THE EDGE OF THE WATER AT THE SOUTH BANK OF THE WATER
 AU2550'WAY, FLUSH WITH THE BANK ON THE SOUTH SIDE AND 1 FOOT ABOVE
 AU2550'THE WATER TO THE NORTH.  A METAL WITNESS POST WAS SET AT
 AU2550'THE MARK.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AU2550'CONDITION.  REFERENCE MARK 1 IS 25 FEET SOUTH OF THE CANAL
 AU2550'AND PROJECTS 3 FEET.  REFERENCE MARK 2 IS 6 FEET SOUTH OF
 AU2550'THE CANAL BANK AND PROJECTS 6 INCHES.  THE AZIMUTH MARK WAS
 AU2550'SEARCHED FOR BUT NOT FOUND AND IS BELIEVED LOST DUE TO
 AU2550'EROSION OF THE CANAL BANK.  THE ORIGINAL DESCRIPTION IS
 AU2550'ADEQUATE EXCEPT AS MENTIONED.
 AU2550
 AU2550                          STATION RECOVERY (1968)
 AU2550
 AU2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JFS)
 AU2550'STATION NOT FOUND.
 AU2550'
 AU2550'R.M. 1 WAS FOUND ABOUT 15 FT. S. OF EDGE OF WATER OF THE
 AU2550'INTERCOASTAL WATERWAY IN GOOD CONDITION.
 AU2550'
 AU2550'R.M. 2 WAS FOUND ABOUT 4 FT. S. OF EDGE OF WATER IN GOOD
 AU2550'CONDITION.
 AU2550'
 AU2550'FROM THE DIRECTIONS OF ARROWS ON REFERENCE MARKS THE ORIGINAL
 AU2550'STATION MARK IS APPARENTLY NOW OUT IN THE WATER OF THE WATERWAY
 AU2550'DESTROYED BY EROSION.  THE WITNESS POST WAS FOUND LYING
 AU2550'IN THE WATER NEAR THE BANK.
 AU2550'
 AU2550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 AU2550'E. OF W. COTE BLANCHE BAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2967 ***********************************************************************
 BX2967  DESIGNATION -  COOK
 BX2967  PID         -  BX2967
 BX2967  STATE/COUNTY-  LA/SABINE
 BX2967  USGS QUAD   -  SALTER CREEK (1985)
 BX2967
 BX2967                         *CURRENT SURVEY CONTROL
 BX2967  ___________________________________________________________________
 BX2967* NAD 83(1992)-  31 26 00.39969(N)    093 40 24.77044(W)     ADJUSTED  
 BX2967* NAVD 88     -       120.1    (meters)     394.     (feet)  VERTCON   
 BX2967  ___________________________________________________________________
 BX2967  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BX2967  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BX2967
 BX2967  HORZ ORDER  -  FIRST
 BX2967
 BX2967.The horizontal coordinates were established by classical geodetic methods
 BX2967.and adjusted by the National Geodetic Survey in February 1996..
 BX2967
 BX2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2967
 BX2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2967
 BX2967.The geoid height was determined by GEOID03.
 BX2967
 BX2967;                    North         East     Units Scale Factor Converg.
 BX2967;SPC LA N     -   104,100.446   888,439.112   MT  0.99995022   -0 37 13.6
 BX2967;SPC LA N     -   341,536.21  2,914,820.65   sFT  0.99995022   -0 37 13.6
 BX2967;SPC TX C     - 3,214,803.852 1,332,707.836   MT  0.99991008   +3 25 48.7
 BX2967;SPC TX C     -10,547,235.64  4,372,392.29   sFT  0.99991008   +3 25 48.7
 BX2967;SPC TXNC     - 1,984,676.365 1,058,809.862   MT  1.00026720   +2 37 56.4
 BX2967;SPC TXNC     - 6,511,392.37  3,473,778.69   sFT  1.00026720   +2 37 56.4
 BX2967;UTM  15      - 3,477,836.287   435,991.090   MT  0.99965053   -0 21 04.6
 BX2967
 BX2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2967!SPC LA N     -   0.99998539  x   0.99995022  =   0.99993562
 BX2967!SPC TX C     -   0.99998539  x   0.99991008  =   0.99989548
 BX2967!SPC TXNC     -   0.99998539  x   1.00026720  =   1.00025259
 BX2967!UTM  15      -   0.99998539  x   0.99965053  =   0.99963593
 BX2967
 BX2967|---------------------------------------------------------------------|
 BX2967| PID    Reference Object                     Distance      Geod. Az  |
 BX2967|                                                           dddmmss.s |
 BX2967| CV8295 COOK RM 1                            22.036 METERS 00607     |
 BX2967| CV8296 COOK RM 2                            20.989 METERS 21538     |
 BX2967| BX2989 MILAM SABINE R AUTH KHT 89          APPROX.15.4 KM 2821327.7 |
 BX2967| BX2990 CHAMBERS HILL LOT                   APPROX.16.0 KM 2834623.2 |
 BX2967| BX2991 CHAMBERS                            APPROX.16.0 KM 2834759.3 |
 BX2967|---------------------------------------------------------------------|
 BX2967
 BX2967                          SUPERSEDED SURVEY CONTROL
 BX2967
 BX2967  NAD 83(1992)-  31 26 00.40192(N)    093 40 24.76694(W) AD(       ) 1
 BX2967  NAD 83(1986)-  31 26 00.40780(N)    093 40 24.76589(W) AD(       ) 1
 BX2967  NAD 27      -  31 25 59.76073(N)    093 40 24.11902(W) AD(       ) 1
 BX2967  NGVD 29 (07/19/86)  120.2    (m)          394.     (f) VERT ANG       
 BX2967
 BX2967.Superseded values are not recommended for survey control.
 BX2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2967.See file dsdata.txt to determine how the superseded data were derived.
 BX2967
 BX2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3599177836(NAD 83)
 BX2967_MARKER: DS = TRIANGULATION STATION DISK
 BX2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2967
 BX2967  HISTORY     - Date     Condition        Report By
 BX2967  HISTORY     - 1972     MONUMENTED       NGS
 BX2967
 BX2967                          STATION DESCRIPTION
 BX2967
 BX2967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2967'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED AND NO
 BX2967'MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 BX2967'
 BX2967'THE STATION MARK IS LOCATED ON A HIGH WOODED HILL KNOWN AS GREEN
 BX2967'COOK HILL, ABOUT 12-3/4 MILES WEST-SOUTHWEST OF FLORIEN, ABOUT 1/4
 BX2967'MILE EAST OF TOLEDO BEND RESERVOIR IN THE NORTHWEST 1/4 OF SECTION
 BX2967'11, R 13 W, T 5 N AND ON THE PROPERTY OF MR. J. G. MITCHELL, POST
 BX2967'OFFICE BOX 4040, CHRISTIANSTED, VIRGIN ISLES, 00820.
 BX2967'
 BX2967'TO REACH THE STATION FROM THE POST OFFICE IN MANY, GO SOUTHWEST ON
 BX2967'STATE HIGHWAY 6 FOR 0.1 MILE TO THE JUNCTION OF US HIGHWAY 171 AND
 BX2967'STATE HIGHWAY 6.  CONTINUE SOUTHWEST ON STATE HIGHWAY 6 FOR 5.45
 BX2967'MILES TO THE JUNCTION OF STATE HIGHWAY 476 ON THE LEFT.  CONTINUE
 BX2967'SOUTHWEST ON STATE HIGHWAY 6 FOR 5.85 MILES TO A PAVED ROAD LEFT
 BX2967'JUST BEFORE REACHING THE JUNCTION OF STATE HIGHWAY 475 ON THE
 BX2967'RIGHT.  TURN LEFT AND GO SOUTHERLY ON PAVED ROAD FOR 0.55 MILE TO
 BX2967'A T-ROAD JUNCTION.  TURN RIGHT AND GO SOUTHWEST ON PAVED ROAD FOR
 BX2967'0.9 MILE TO A FORK.  TAKE LEFT FORK AND GO SOUTH FOR 0.25 MILE ON
 BX2967'PAVED ROAD TO A CHURCH ON THE LEFT AND END OF PAVEMENT.  CONTINUE
 BX2967'SOUTHEASTERLY ON GRAVELED ROAD FOR 1.3 MILES TO A FORK.  TAKE RIGHT
 BX2967'FORK AND GO SOUTHWESTERLY ON GRAVELED ROAD FOR 2.7 MILES TO A DIM
 BX2967'WOODS ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON DIM WOODS ROAD
 BX2967'FOR 0.25 MILE TO A FORK.  TAKE RIGHT FORK AND GO NORTHWEST
 BX2967'ON WOODS ROAD FOR 0.45 MILE TO TOP OF RIDGE AND THE STATION.
 BX2967'
 BX2967'THE STATION MARKS ARE STANDARD DISKS STAMPED COOK 1971.  THE SURFACE
 BX2967'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2967'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET SOUTH
 BX2967'OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE, 16 FEET
 BX2967'EAST-SOUTHEAST OF A 6-INCH PINE TREE WITH A TRIANGULAR BLAZE, 15
 BX2967'FEET WEST OF A 14-INCH PINE TREE AND 4.5 FEET SOUTH-SOUTHEAST OF A
 BX2967'METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN THE
 BX2967'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BX2967'SURFACE.
 BX2967'
 BX2967'REFERENCE MARK 1, A STANDARD DISK STAMPED COOK NO 1 1971, IS SET IN
 BX2967'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 BX2967'INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET EAST-SOUTHEAST OF A
 BX2967'12-INCH PINE TREE, 8.5 FEET NORTHWEST OF AN 8-INCH PINE TREE AND 4
 BX2967'FEET SOUTH OF A 6-INCH OAK TREE.
 BX2967'
 BX2967'REFERENCE MARK 2, A STANDARD DISK STAMPED COOK NO 2 1971, IS SET IN
 BX2967'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2967'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET SOUTHWEST OF A
 BX2967'14-INCH PINE TREE, 17 FEET NORTH-NORTHWEST OF A 6-INCH OAK TREE
 BX2967'AND 8 FEET SOUTHEAST OF A 10-INCH PINE TREE.
 BX2967'
 BX2967'NEAREST TOWN--FLORIEN.
 BX2967'
 BX2967'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1017 ***********************************************************************
 AT1017  DESIGNATION -  COOL
 AT1017  PID         -  AT1017
 AT1017  STATE/COUNTY-  LA/PLAQUEMINES
 AT1017  USGS QUAD   -  BRETON ISLANDS (1993)
 AT1017
 AT1017                         *CURRENT SURVEY CONTROL
 AT1017  ___________________________________________________________________
 AT1017* NAD 83(1992)-  29 27 46.46914(N)    089 13 01.45750(W)     ADJUSTED  
 AT1017* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1017  ___________________________________________________________________
 AT1017  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AT1017  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AT1017
 AT1017  HORZ ORDER  -  THIRD
 AT1017
 AT1017.The horizontal coordinates were established by classical geodetic methods
 AT1017.and adjusted by the National Geodetic Survey in January 1993..
 AT1017
 AT1017.The orthometric height was scaled from a topographic map.
 AT1017
 AT1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1017
 AT1017.The geoid height was determined by GEOID03.
 AT1017
 AT1017;                    North         East     Units Scale Factor Converg.
 AT1017;SPC LA S     -   108,629.921 1,205,262.855   MT  0.99996951   +1 03 29.4
 AT1017;SPC LA S     -   356,396.67  3,954,266.55   sFT  0.99996951   +1 03 29.4
 AT1017;UTM  16      - 3,261,320.308   284,998.641   MT  1.00017041   -1 05 27.3
 AT1017
 AT1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1017!SPC LA S     -   1.00000386  x   0.99996951  =   0.99997337
 AT1017!UTM  16      -   1.00000386  x   1.00017041  =   1.00017427
 AT1017
 AT1017:                Primary Azimuth Mark                     Grid Az
 AT1017:SPC LA S     -  BRETON ISLAND DAY BEACON                 001 15 22.7
 AT1017:UTM  16      -  BRETON ISLAND DAY BEACON                 003 24 19.4
 AT1017
 AT1017|---------------------------------------------------------------------|
 AT1017| PID    Reference Object                     Distance      Geod. Az  |
 AT1017|                                                           dddmmss.s |
 AT1017| AT1016 BRETON ISLAND DAY BEACON            APPROX. 1.9 KM 0021852.1 |
 AT1017| DD6548 COOL RM 1                            39.695 METERS 10937     |
 AT1017|---------------------------------------------------------------------|
 AT1017
 AT1017                          SUPERSEDED SURVEY CONTROL
 AT1017
 AT1017  NAD 83(1986)-  29 27 46.47248(N)    089 13 01.46424(W) AD(       ) 3
 AT1017  NAD 27      -  29 27 46.43400(N)    089 12 59.66400(W) AD(       ) 3
 AT1017
 AT1017.Superseded values are not recommended for survey control.
 AT1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1017.See file dsdata.txt to determine how the superseded data were derived.
 AT1017
 AT1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8499961320(NAD 83)
 AT1017_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT1017_SETTING: 0 = UNSPECIFIED SETTING
 AT1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1017
 AT1017  HISTORY     - Date     Condition        Report By
 AT1017  HISTORY     - 1951     MONUMENTED       CGS
 AT1017  HISTORY     - 1970     MARK NOT FOUND   NGS
 AT1017
 AT1017                          STATION DESCRIPTION
 AT1017
 AT1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AT1017'STATION IS LOCATED ON THE SW END OF BRETON ISLAND, APPROXIMATELY 100
 AT1017'FEET E OF THE E
 AT1017'END OF THE HEAVY GROWTH OF MANGROVE, 164.8 METERS N
 AT1017'OF THE MEAN HIGH-WATER LINE OF THE
 AT1017'GULF OF MEXICO.
 AT1017'
 AT1017'MARK IS A STANDARD TOPOGRAPHIC STATION DISK, STAMPED COOL 1950, AND
 AT1017'SET IN THE TOP OF
 AT1017'A CONCRETE TILE FILLED WITH CONCRETE PROJECTING 10
 AT1017'INCHES ABOVE GROUND.
 AT1017'
 AT1017'A 35-FOOT WOODEN TOWER WAS LEFT IN PLACE OVER THE STATION.
 AT1017'
 AT1017'REFERENCE MARK 1 IS NE OF THE STATION ON AN OPEN SAND RIDGE E OF THE
 AT1017'HEAVY GROWTH OF
 AT1017'MANGROVE.
 AT1017'
 AT1017'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK, STAMPED COOL NO 1
 AT1017'1951, AND SET IN
 AT1017'THE TOP OF A 6-INCH CONCRETE TILE FILLED WITH
 AT1017'CONCRETE PORJECTING 10 INCHES.
 AT1017'
 AT1017'HEIGHT OF LIGHT ABOVE STATION MARK -11.3 METERS.
 AT1017
 AT1017                          STATION RECOVERY (1970)
 AT1017
 AT1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2842 ***********************************************************************
 BH2842  DESIGNATION -  COON
 BH2842  PID         -  BH2842
 BH2842  STATE/COUNTY-  LA/ORLEANS
 BH2842  USGS QUAD   -  LITTLE WOODS (1994)
 BH2842
 BH2842                         *CURRENT SURVEY CONTROL
 BH2842  ___________________________________________________________________
 BH2842* NAD 83(1992)-  30 04 34.53392(N)    089 55 22.55719(W)     ADJUSTED  
 BH2842* NAVD 88     -         8.   **(meters)      26.   **(feet)  SCALED    
 BH2842  **This station is located in a subsidence area (see below).
 BH2842  ___________________________________________________________________
 BH2842  X           -       7,430.236 (meters)                     COMP
 BH2842  Y           -  -5,524,003.914 (meters)                     COMP
 BH2842  Z           -   3,177,682.644 (meters)                     COMP
 BH2842  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BH2842  ELLIP HEIGHT-         -18.56  (meters)          (01/21/03) GPS OBS
 BH2842  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH2842  DYNAMIC HT  -           7.9   (meters)      26.    (feet)  COMP
 BH2842  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BH2842
 BH2842  HORZ ORDER  -  FIRST
 BH2842  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH2842  ELLP ORDER  -  FOURTH    CLASS I
 BH2842
 BH2842.The horizontal coordinates were established by GPS observations
 BH2842.and adjusted by the National Geodetic Survey in May 1994..
 BH2842
 BH2842 ** The orthometric height has not been validated since last determined
 BH2842 ** by differential leveling and should not be used for control purposes.
 BH2842 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2842 ** area with valid NAVD 88 orthometric heights.
 BH2842 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2842 ** epoch indicated which incorporates improved geoid heights for the
 BH2842 ** Southern Louisiana Subsidence area.
 BH2842 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2842.The orthometric height was scaled from a topographic map.
 BH2842.The vertical order pertains to the NGVD 29 superseded value.
 BH2842
 BH2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2842
 BH2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2842
 BH2842.The ellipsoidal height was determined by GPS observations
 BH2842.and is referenced to NAD 83.
 BH2842
 BH2842.The geoid height was determined by GEOID03.
 BH2842
 BH2842.The dynamic height is computed by dividing the NAVD 88
 BH2842.geopotential number by the normal gravity value computed on the
 BH2842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2842.degrees latitude (g = 980.6199 gals.).
 BH2842
 BH2842.The modeled gravity was interpolated from observed gravity values.
 BH2842
 BH2842;                    North         East     Units Scale Factor Converg.
 BH2842;SPC LA S     -   175,556.155 1,135,966.745   MT  0.99992661   +0 42 18.8
 BH2842;SPC LA S     -   575,970.49  3,726,917.56   sFT  0.99992661   +0 42 18.8
 BH2842;UTM  16      - 3,330,839.243   218,244.447   MT  1.00057955   -1 27 56.9
 BH2842;UTM  15      - 3,331,229.660   796,620.338   MT  1.00068565   +1 32 35.5
 BH2842
 BH2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2842!SPC LA S     -   1.00000291  x   0.99992661  =   0.99992952
 BH2842!UTM  16      -   1.00000291  x   1.00057955  =   1.00058247
 BH2842!UTM  15      -   1.00000291  x   1.00068565  =   1.00068857
 BH2842
 BH2842:                Primary Azimuth Mark                     Grid Az
 BH2842:SPC LA S     -  WALKWAY                                  037 03 21.0
 BH2842:UTM  16      -  WALKWAY                                  039 13 36.7
 BH2842:UTM  15      -  WALKWAY                                  036 13 04.3
 BH2842
 BH2842|---------------------------------------------------------------------|
 BH2842| PID    Reference Object                     Distance      Geod. Az  |
 BH2842|                                                           dddmmss.s |
 BH2842| BH2839 WALKWAY                             APPROX. 2.2 KM 0374539.8 |
 BH2842| BH2813 VENETIAN ISLES WATER TANK           APPROX.10.8 KM 0935330.7 |
 BH2842| BH3192 COON RM 2                           133.006 METERS 12746     |
 BH2842| BH2823 MICHOUD NASA WATER TANK             APPROX. 6.0 KM 1743808.3 |
 BH2842| BH2831 MICHOUD RAD STA KKS 460 MAST        APPROX. 7.7 KM 1893916.6 |
 BH2842| BH3191 COON RM 1                           141.488 METERS 30747     |
 BH2842|---------------------------------------------------------------------|
 BH2842
 BH2842                          SUPERSEDED SURVEY CONTROL
 BH2842
 BH2842  ELLIP H (05/13/94)  -18.53   (m)                       GP(       ) 4 1
 BH2842  NAD 83(1992)-  30 04 34.53394(N)    089 55 22.55719(W) AD(       ) 1
 BH2842  ELLIP H (01/21/93)  -18.53   (m)                       GP(       ) 4 2
 BH2842  NAD 83(1986)-  30 04 34.54971(N)    089 55 22.55444(W) AD(       ) 1
 BH2842  NAD 83(1986)-  30 04 34.54744(N)    089 55 22.55377(W) AD(       ) 1
 BH2842  NAD 27      -  30 04 33.82967(N)    089 55 22.31295(W) AD(       ) 1
 BH2842  NGVD 29 (05/21/91)    7.977  (m)           26.17   (f) ADJUSTED    1 2
 BH2842
 BH2842.Superseded values are not recommended for survey control.
 BH2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2842.See file dsdata.txt to determine how the superseded data were derived.
 BH2842
 BH2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1824430839(NAD 83)
 BH2842_MARKER: DS = TRIANGULATION STATION DISK
 BH2842_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH2842_SP_SET: SIDEWALK
 BH2842_STAMPING: COON 1972
 BH2842_MARK LOGO: LADH  
 BH2842_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH2842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2842+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1990
 BH2842
 BH2842  HISTORY     - Date     Condition        Report By
 BH2842  HISTORY     - 1972     MONUMENTED       LADH
 BH2842  HISTORY     - 1972     GOOD             LADH
 BH2842  HISTORY     - 19880920 GOOD             LADTD
 BH2842  HISTORY     - 19890123 GOOD
 BH2842  HISTORY     - 19901116 GOOD             NGS
 BH2842
 BH2842                          STATION DESCRIPTION
 BH2842
 BH2842'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BH2842'THE STATION IS LOCATED 10 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, 10
 BH2842'MILES NORTH OF CHALMETTE AND 15 MILES SOUTHWEST OF SLIDELL, IN THE
 BH2842'SOUTHWEST QUARTER OF SECTION 20, T11S, R13E, AND ON THE PROPERTY
 BH2842'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BH2842'
 BH2842'TO REACH THE STATION FROM THE SOUTH END OF THE I-10 PONTCHARTRAIN
 BH2842'TWIN BRIDGE, DRIVE SOUTHWEST ALONG I-10 FOR 6.5 MILES TO AN OVERPASS
 BH2842'AND INTERCHANGE.  TURN RIGHT ON THE OFF-RAMP AND GO TO THE TOP OF
 BH2842'THE OVERPASS.  THE STATION IS SET ON THE RIGHT AND SOUTHWEST OF
 BH2842'THE ROADWAY IN THE DECK OF THE WALKWAY (THIS OVERPASS IS IN
 BH2842'THE NEW ORLEANS EAST DEVELOPMENT).
 BH2842'
 BH2842'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 BH2842'I-10 FOR 1.4 MILES TO AN OVERPASS AND INTERCHANGE.  THE MARK IS SET
 BH2842'IN THE CENTER OF THE WALKWAY OF THE OVERPASS.  (AZIMUTH MARK IS
 BH2842'COAST STATION WALKWAY 1972.)
 BH2842'
 BH2842'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2842'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 BH2842'CONCRETE DECK OF THE OVERPASS FLUSH WITH THE CONCRETE DECK.  IT IS
 BH2842'STAMPED COON 1972.  IT IS 464 FEET SOUTHEAST OF THE NORTHWEST
 BH2842'ABUTMENT OF THE OVERPASS, 436 FEET NORTHWEST OF THE SOUTHEAST
 BH2842'ABUTMENT OF THE OVERPASS, 19.5 FEET WEST OF THE CENTER OF THE
 BH2842'OVERPASS ROADWAY, 3 FEET WEST OF A CONCRETE RAIL, AND 2 FEET EAST OF
 BH2842'A METAL RAIL.
 BH2842'
 BH2842'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2842'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 BH2842'CONCRETE DECK OF THE OVERPASS FLUSH WITH THE CONCRETE DECK.  IT IS
 BH2842'STAMPED COON R.M. 1 1972.  IT IS 19.5 FEET WEST OF THE CENTER OF
 BH2842'THE OVERPASS ROADWAY, 3 FEET WEST OF A CONCRETE RAIL, AND 2 FEET
 BH2842'EAST OF A METAL RAIL.
 BH2842'
 BH2842'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2842'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 BH2842'CONCRETE DECK OF THE OVERPASS FLUSH WITH THE CONCRETE DECK.  IT IS
 BH2842'STAMPED COON R.M. 2 1972.  IT IS 19.3 FEET WEST OF THE CENTER OF
 BH2842'THE OVERPASS ROADWAY, 3 FEET WEST OF A CONCRETE RAIL, AND 2 FEET
 BH2842'EAST OF A METAL RAIL.
 BH2842'
 BH2842'THE AZIMUTH MARK IS A STANDARD U. S. COAST AND GEODETIC SURVEY DISK
 BH2842'SET IN A DRILL HOLE IN THE CONCRETE DECK OF THE OVERPASS FLUSH WITH
 BH2842'THE CONCRETE DECK.  IT IS STAMPED WALKWAY 1972.  IT IS 19 FEET
 BH2842'SOUTH OF THE CENTER OF THE OVERPASS ROADWAY, 2.5 FEET SOUTH OF A
 BH2842'CONCRETE RAIL, AND 2.5 FEET EAST OF A METAL RAIL.
 BH2842'
 BH2842'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BH2842
 BH2842                          STATION RECOVERY (1972)
 BH2842
 BH2842'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 BH2842'RECOVERED IN GOOD CONDITION.
 BH2842
 BH2842                          STATION RECOVERY (1988)
 BH2842
 BH2842'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH2842'THE STATION IS LOCATED 16.1 KM (10.00 MI) NORTHEAST OF DOWNTOWN NEW
 BH2842'ORLEANS, 16.1 KM (10.00 MI) NORTH OF CHALMETTE AND 24.1 KM (15.00 MI)
 BH2842'SOUTHWEST OF SLIDELL, THE SOUTHWEST QUARTER OF SECTION 20, T 11 S, R
 BH2842'13 E. OF SECTION 20, T 11 S, R 13 E.  OWNERSHIP--LOUISIANA DEPARTMENT
 BH2842'OF TRANSPORTATION AND DEVELOPMENT.
 BH2842'TO REACH THE STATION FROM THE SOUTH END OF THE INTERSTATE HIGHWAY 10
 BH2842'TWIN BRIDGES OVER LAKE PONTCHATRAIN GO SOUTHWEST FOR 10.5 KM
 BH2842'(6.50 MI) ON INTERSTATE 10 TO AN EXIT RAMP ON THE RIGHT JUST NORTH OF
 BH2842'AN OVERPASS.  TURN RIGHT ONTO THE EXIT RAMP AND GO TO THE TOP OF THE
 BH2842'OVERPASS AND THE STATION SET IN A DRILL HOLE IN THE OVERPASS.
 BH2842'THE STATION IS 141.4 M (463.9 FT) SOUTHEAST OF THE NORTHWEST ABUTMENT
 BH2842'OF THE OVERPASS, 132.9 M (436.0 FT) NORTHWEST OF THE SOUTHEAST
 BH2842'ABUTMENT OF THE OVERPASS, 5.9 M (19.4 FT) WEST OF THE CENTER OF THE
 BH2842'OVERPASS, 0.9 M (3.0 FT) WEST OF A CONCRETE GUARD RAIL AND 0.6 M
 BH2842'(2.0 FT) EAST OF A METAL GUARD RAIL.
 BH2842
 BH2842                          STATION RECOVERY (1989)
 BH2842
 BH2842'RECOVERED 1989
 BH2842'RECOVERED IN GOOD CONDITION.
 BH2842
 BH2842                          STATION RECOVERY (1990)
 BH2842
 BH2842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH2842'IN NEW ORLEANS, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 BH2842'MICHOUD BOULEVARD, NEAR THE CENTER OF THE WEST WALKWAY OF THE
 BH2842'BOULEVARD OVERPASS OF THE HIGHWAY, 11.4 M (37.4 FT) NORTHWEST OF THE
 BH2842'CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 6.2 M (20.3 FT)
 BH2842'SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE BOULEVARD, AND 0.7
 BH2842'M (2.3 FT) NORTHEAST OF A HAND RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1229 ***********************************************************************
 AT1229  DESIGNATION -  COON 4
 AT1229  PID         -  AT1229
 AT1229  STATE/COUNTY-  LA/PLAQUEMINES
 AT1229  USGS QUAD   -  WILKINSON BAY (1992)
 AT1229
 AT1229                         *CURRENT SURVEY CONTROL
 AT1229  ___________________________________________________________________
 AT1229* NAD 83(1992)-  29 22 41.71074(N)    089 54 11.32955(W)     ADJUSTED  
 AT1229* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1229  **This station is located in a subsidence area (see below).
 AT1229  ___________________________________________________________________
 AT1229  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AT1229  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AT1229
 AT1229  HORZ ORDER  -  SECOND
 AT1229
 AT1229.The horizontal coordinates were established by classical geodetic methods
 AT1229.and adjusted by the National Geodetic Survey in January 1993..
 AT1229
 AT1229 ** The orthometric height has not been validated since last determined
 AT1229 ** by differential leveling and should not be used for control purposes.
 AT1229 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1229 ** area with valid NAVD 88 orthometric heights.
 AT1229 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1229 ** epoch indicated which incorporates improved geoid heights for the
 AT1229 ** Southern Louisiana Subsidence area.
 AT1229 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1229.The orthometric height was scaled from a topographic map.
 AT1229
 AT1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1229
 AT1229.The geoid height was determined by GEOID03.
 AT1229
 AT1229;                    North         East     Units Scale Factor Converg.
 AT1229;SPC LA S     -    98,217.693 1,138,839.632   MT  0.99998436   +0 42 54.4
 AT1229;SPC LA S     -   322,235.88  3,736,343.03   sFT  0.99998436   +0 42 54.4
 AT1229;UTM  16      - 3,253,398.182   218,206.282   MT  1.00057995   -1 25 30.5
 AT1229
 AT1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1229!SPC LA S     -   1.00000381  x   0.99998436  =   0.99998817
 AT1229!UTM  16      -   1.00000381  x   1.00057995  =   1.00058376
 AT1229
 AT1229|---------------------------------------------------------------------|
 AT1229| PID    Reference Object                     Distance      Geod. Az  |
 AT1229|                                                           dddmmss.s |
 AT1229| DD6550 COON 4 RM 2                          17.341 METERS 04326     |
 AT1229| AT1185 GAY                                 APPROX. 9.7 KM 0625717.1 |
 AT1229| AT1223 FOUR BAYOU CUT OFF LIGHT            APPROX. 5.5 KM 1510814.4 |
 AT1229| AT1224 END                                 APPROX. 3.1 KM 1543605.4 |
 AT1229| AT1218 MAG                                 APPROX. 6.1 KM 1784636.7 |
 AT1229| AT1226 SHELL ISLAND LIGHT                  APPROX. 5.2 KM 2241825.0 |
 AT1229| AT1220 CHAMPAGNE 3                         APPROX.10.5 KM 2375740.6 |
 AT1229| DD6549 COON 4 RM 1                          20.774 METERS 30417     |
 AT1229| AT1239 SOG                                 APPROX. 9.8 KM 3512514.6 |
 AT1229|---------------------------------------------------------------------|
 AT1229
 AT1229                          SUPERSEDED SURVEY CONTROL
 AT1229
 AT1229  NAD 83(1986)-  29 22 41.72313(N)    089 54 11.33745(W) AD(       ) 2
 AT1229  NAD 27      -  29 22 40.92400(N)    089 54 11.08500(W) AD(       ) 2
 AT1229
 AT1229.Superseded values are not recommended for survey control.
 AT1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1229.See file dsdata.txt to determine how the superseded data were derived.
 AT1229
 AT1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1820653398(NAD 83)
 AT1229_MARKER: DS = TRIANGULATION STATION DISK
 AT1229_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1229_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1229
 AT1229  HISTORY     - Date     Condition        Report By
 AT1229  HISTORY     - 1934     MONUMENTED       CGS
 AT1229  HISTORY     - 1955     MARK NOT FOUND   CGS
 AT1229
 AT1229                          STATION DESCRIPTION
 AT1229
 AT1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1229'ON THE EASTERN
 AT1229'EDGE OF BARATARIA
 AT1229'BAY, MIDWAY BETWEEN THE BARATARIA LIGHT HOUSE
 AT1229'AND THE VILLAGE OF MANILA, IN THE
 AT1229'CENTER PART OF AN ISLAND WHICH
 AT1229'EXTENDS APPROXIMATELY 200 METERS (656 FEET) E AND W, 25 METERS
 AT1229'(82 FEET) FROM THE N SHORE LINE, AND 15 METERS (49 FEET) FROM THE
 AT1229'S SHORE LINE.  THE
 AT1229'EASTERN END OF THE ISLAND IS SHAPED LIKE AN
 AT1229'ARROW HEAD AND IS COVERED WITH LOW
 AT1229'MANGROVE BUSHES.  THE STATION
 AT1229'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AT1229'CONCRETE IN
 AT1229'THE TOPS OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE TO THE
 AT1229'UPPER ENDS OF LONG
 AT1229'WOODEN PILES DRIVEN INTO THE MARSH.  REFERENCE
 AT1229'MARK NO. 1 IS 20.774 METERS (68.16
 AT1229'FEET) FROM THE STATION IN
 AT1229'N DEG 55 43 MIN W.  REFERENCE MARK NO. 2
 AT1229'IS 17.341 METERS (56.89
 AT1229'FEET) FROM THE STATION N 43 DEG 26 MIN E.  THE
 AT1229'DISTANCE BETWEEN THE TWO
 AT1229'REFERENCE MARKS IS 29.097 METERS (95.46 FEET).
 AT1229
 AT1229                          STATION RECOVERY (1955)
 AT1229
 AT1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT1229'THE ISLAND, IN WHICH THE STATION
 AT1229'WAS LOCATED, NO
 AT1229'LONGER EXISTS.  FOR ALL PRACTICAL PURPOSES, IT IS
 AT1229'RECOMMENDED THAT THIS STATION (AS
 AT1229'WELL AS ALL OTHERS THAT WERE ON
 AT1229'THIS ISLAND) BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3072 ***********************************************************************
 AU3072  DESIGNATION -  COON POINT
 AU3072  PID         -  AU3072
 AU3072  STATE/COUNTY-  LA/TERREBONNE
 AU3072  USGS QUAD   -  WESTERN ISLES DERNIERES (1994)
 AU3072
 AU3072                         *CURRENT SURVEY CONTROL
 AU3072  ___________________________________________________________________
 AU3072* NAD 83(1992)-  29 03 32.90752(N)    090 57 40.07449(W)     ADJUSTED  
 AU3072* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3072  ___________________________________________________________________
 AU3072  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU3072  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AU3072
 AU3072  HORZ ORDER  -  SECOND
 AU3072
 AU3072.The horizontal coordinates were established by classical geodetic methods
 AU3072.and adjusted by the National Geodetic Survey in January 1993..
 AU3072
 AU3072.The orthometric height was scaled from a topographic map.
 AU3072
 AU3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3072
 AU3072.The geoid height was determined by GEOID03.
 AU3072
 AU3072;                    North         East     Units Scale Factor Converg.
 AU3072;SPC LA S     -    62,039.253 1,036,248.348   MT  1.00005971   +0 11 10.0
 AU3072;SPC LA S     -   203,540.45  3,399,758.12   sFT  1.00005971   +0 11 10.0
 AU3072;UTM  15      - 3,216,253.818   698,494.767   MT  1.00008622   +0 59 26.3
 AU3072
 AU3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3072!SPC LA S     -   1.00000379  x   1.00005971  =   1.00006350
 AU3072!UTM  15      -   1.00000379  x   1.00008622  =   1.00009001
 AU3072
 AU3072|---------------------------------------------------------------------|
 AU3072| PID    Reference Object                     Distance      Geod. Az  |
 AU3072|                                                           dddmmss.s |
 AU3072| DD6552 COON POINT RM 2                      33.880 METERS 00722     |
 AU3072| AU3074 LITE                                APPROX.12.0 KM 0080854.7 |
 AU3072| DD6551 COON POINT RM 1                      12.260 METERS 00834     |
 AU3072|---------------------------------------------------------------------|
 AU3072
 AU3072                          SUPERSEDED SURVEY CONTROL
 AU3072
 AU3072  NAD 83(1986)-  29 03 32.93102(N)    090 57 40.08560(W) AD(       ) 2
 AU3072  NAD 27      -  29 03 32.09700(N)    090 57 39.75400(W) AD(       ) 2
 AU3072
 AU3072.Superseded values are not recommended for survey control.
 AU3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3072.See file dsdata.txt to determine how the superseded data were derived.
 AU3072
 AU3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9849516254(NAD 83)
 AU3072_MARKER: DS = TRIANGULATION STATION DISK
 AU3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3072
 AU3072  HISTORY     - Date     Condition        Report By
 AU3072  HISTORY     - 1928     MONUMENTED       CGS
 AU3072  HISTORY     - 1936     GOOD             CGS
 AU3072  HISTORY     - 1952     GOOD             CGS
 AU3072  HISTORY     - 1965     GOOD             CGS
 AU3072
 AU3072                          STATION DESCRIPTION
 AU3072
 AU3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3072'STATION IS ABOUT 16 MILES SE OF OYSTER BAYOU, ON THE WESTERN
 AU3072'END OF LAST ISLAND (ISLE DERNIERE), 270 METERS (890 FEET)
 AU3072'FROM THE W END OF THE ISLAND, 190 METERS (620 FEET) FROM
 AU3072'THE HIGH-WATER MARK OF THE GULF, 105 METERS (345 FEET) FROM
 AU3072'THE HIGH-WATER MARK OF CAILLOU BAY, 70 METERS (230 FEET) E
 AU3072'OF A SMALL BAYOU RUNNING IN FROM CAILLOU BAY, AND ON A SLIGHTLY
 AU3072'RAISED MOUND OF SAND.
 AU3072'
 AU3072'THE STATION AND REFERENCE MARKS NOS. 3 AND 4 ARE STANDARD
 AU3072'BRONZE DISKS SET IN ROUND CONCRETE MONUMENTS.
 AU3072'
 AU3072'REFERENCE MARK NO. 1 NOW BROKEN OFF LEVEL WITH THE GROUND,
 AU3072'IS 12.26 METERS (40.2 FEET) FROM THE STATION N 08 DEG 34 MIN E.
 AU3072'
 AU3072'REFERENCE MARK NO. 2 NOW BROKEN OFF LEVEL WITH THE GROUND,
 AU3072'IS 33.88 METERS (111.2 FEET) FROM THE STATION N 07 DEG 22 MIN E.
 AU3072'
 AU3072'REFERENCE MARK NO. 3 IS 22.620 METERS (74.21 FEET) FROM
 AU3072'THE STATION N 68 DEG 03 MIN E.
 AU3072'
 AU3072'REFERENCE MARK NO. 4 IS 29.645 METERS (97.26 FEET) FROM THE
 AU3072'STATION N 48 DEG 57 MIN W.
 AU3072
 AU3072                          STATION RECOVERY (1936)
 AU3072
 AU3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AU3072'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3072'REFERENCE MARKS NOS. 1 AND 2 ARE GONE AS PREVIOUSLY NOTED.
 AU3072'
 AU3072'THE STATION IS LOCATED ON THE W END OF LAST ISLAND, 270
 AU3072'METERS FROM THE EXTREME END.  IT IS 100 METERS FROM THE
 AU3072'HIGH-WATER LINE OF CAILLOU BAY.  THERE IS A SMALL BAYOU RUNNING
 AU3072'IN FROM CAILLOU BAY ABOUT 70 METERS E OF THE STATION.  THIS
 AU3072'IS THE BEST IDENTIFYING FEATURE IN THE VICINITY.
 AU3072'
 AU3072'A 60-FOOT HYDROGRAPHIC SIGNAL WAS ERECTED 40 METERS W OF THE
 AU3072'STATION.
 AU3072
 AU3072                          STATION RECOVERY (1952)
 AU3072
 AU3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3072'STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.
 AU3072'REFERENCE MARKS 2 AND 4 WERE FOUND BROKEN OFF.  REFERENCE
 AU3072'MARK 1 COULD NOT BE FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3072'
 AU3072'STATION IS LOCATED ON THE W END OF THE MOST W ONE OF THE
 AU3072'LAST ISLANDS (ISLES DERNIERES), ABOUT 1700 FT. E OF THE
 AU3072'EXTREME W TIP.  THE NEAREST SHORELINE OF CAILLOU BAY IS 104
 AU3072'FT.  IT IS A STANDARD DISK,
 AU3072'STAMPED COON PT 1928 AND SET IN THE TOP OF A 10-IN. CONCRETE
 AU3072'MONUMENT PROJECTING 3 IN. ABOVE THE GROUND.  AT THE TIME
 AU3072'THAT THE STATION WAS VISITED, THERE WAS A 4-FT. STAND IN
 AU3072'PLACE OVER THE STATION.
 AU3072'
 AU3072'REFERENCE MARK 2 IS 33.88 M. (111.2 FT.) FROM THE STATION.
 AU3072'IT IS A BROKEN CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU3072'
 AU3072'REFERENCE MARK 3 IS 22.620 M. (74.21 FT.) FROM THE STATION.
 AU3072'IT IS A STANDARD DISK, STAMPED 3 COON POINT 1934 AND SET
 AU3072'IN THE TOP OF AN 8-IN., CONCRETE MONUMENT PROJECTING 15 IN.
 AU3072'ABOVE THE GROUND.
 AU3072'
 AU3072'REFERENCE MARK 4 IS 29.64 M. (97.26 FT.) FROM THE STATION.
 AU3072'IT IS A BROKEN CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU3072
 AU3072                          STATION RECOVERY (1965)
 AU3072
 AU3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3072'THE STATION AND REFERENCE MARK 3 WERE RECOVERED AS DESCRIBED
 AU3072'AND FOUND IN GOOD CONDITION.  THE STATION HAS A 4 FOOT SQUARE
 AU3072'AND 8 FOOT HIGH WOODEN SCAFFOLD OVER IT.  A 1-1/4 INCH PIPE
 AU3072'WITNESS POST WAS SET NEAR THE STATION.
 AU3072'
 AU3072'REFERENCE MARK 4 WAS SEARCHED FOR BUT NOT FOUND.
 AU3072'
 AU3072'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2918 ***********************************************************************
 BX2918  DESIGNATION -  COOPERS 2
 BX2918  PID         -  BX2918
 BX2918  STATE/COUNTY-  LA/VERNON
 BX2918  USGS QUAD   -  NEW LLANO (1994)
 BX2918
 BX2918                         *CURRENT SURVEY CONTROL
 BX2918  ___________________________________________________________________
 BX2918* NAD 83(1992)-  31 05 18.49008(N)    093 16 13.55992(W)     ADJUSTED  
 BX2918* NAVD 88     -        87.7    (meters)     288.     (feet)  VERTCON   
 BX2918  ___________________________________________________________________
 BX2918  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 BX2918  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BX2918
 BX2918  HORZ ORDER  -  FIRST
 BX2918
 BX2918.The horizontal coordinates were established by classical geodetic methods
 BX2918.and adjusted by the National Geodetic Survey in January 1993..
 BX2918
 BX2918.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2918
 BX2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2918
 BX2918.The geoid height was determined by GEOID03.
 BX2918
 BX2918;                    North         East     Units Scale Factor Converg.
 BX2918;SPC LA N     -    65,509.680   926,487.600   MT  1.00001865   -0 24 26.4
 BX2918;SPC LA N     -   214,926.34  3,039,651.40   sFT  1.00001865   -0 24 26.4
 BX2918;UTM  15      - 3,439,438.072   474,206.617   MT  0.99960821   -0 08 22.7
 BX2918
 BX2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2918!SPC LA N     -   0.99999042  x   1.00001865  =   1.00000907
 BX2918!UTM  15      -   0.99999042  x   0.99960821  =   0.99959863
 BX2918
 BX2918|---------------------------------------------------------------------|
 BX2918| PID    Reference Object                     Distance      Geod. Az  |
 BX2918|                                                           dddmmss.s |
 BX2918| BX2917 COOPERS RM 1                         47.071 METERS 01137     |
 BX2918| CV8298 COOPERS 2 AZ MK                                    2010025.3 |
 BX2918| BX2916 COOPERS RESET                        37.172 METERS 32821     |
 BX2918|---------------------------------------------------------------------|
 BX2918
 BX2918                          SUPERSEDED SURVEY CONTROL
 BX2918
 BX2918  NAD 83(1986)-  31 05 18.50347(N)    093 16 13.55401(W) AD(       ) 1
 BX2918  NAD 27      -  31 05 17.82691(N)    093 16 12.96489(W) AD(       ) 1
 BX2918  NGVD 29 (07/19/86)   87.8    (m)          288.     (f) VERT ANG       
 BX2918
 BX2918.Superseded values are not recommended for survey control.
 BX2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2918.See file dsdata.txt to determine how the superseded data were derived.
 BX2918
 BX2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7420739438(NAD 83)
 BX2918_MARKER: DS = TRIANGULATION STATION DISK
 BX2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2918_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2918
 BX2918  HISTORY     - Date     Condition        Report By
 BX2918  HISTORY     - 1971     MONUMENTED       NGS
 BX2918  HISTORY     - 1972     GOOD             NGS
 BX2918  HISTORY     - 20001024 MARK NOT FOUND   LOCSUR
 BX2918  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2918
 BX2918                          STATION DESCRIPTION
 BX2918
 BX2918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BX2918'THE STATION IS LOCATED ABOUT 3.8 MILES SOUTH OF LEESVILLE, IN THE
 BX2918'SE 1/2 OF SEC. 3, T.1 N, R 9 W, ON PROPERTY OWNED BY RALPH
 BX2918'LILIEDAHL, AT THE WEST EDGE OF A WRECKING YARD, ON THE TOP OF A 10
 BX2918'FOOT CUT, AND AT THE EAST RIGHT-OF-WAY OF U. S. HIGHWAY 171.  IT
 BX2918'IS 87 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 33 FEET NORTH OF A
 BX2918'FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 70 FEET SOUTH OF THE
 BX2918'PROJECTED PLANE OF THE SOUTH WALL OF THE BRICK HOUSE, 146 FEET
 BX2918'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 3 FEET WEST OF A
 BX2918'METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK STAMPED
 BX2918'COOPERS 2 1971.
 BX2918'
 BX2918'REFERENCE MARK NO. 1 IS 154.41 FEET NORTHEAST OF THE STATION, 10 FEET
 BX2918'EAST OF A RIGHT-OF-WAY FENCE, 8 FEET SOUTH OF A 3-FOOT TREE, AND 38
 BX2918'FEET NORTHWEST OF A 12-INCH PINE TREE.  IT IS A REFERENCE MARK DISK
 BX2918'STAMPED COOPERS NO 1 1941.
 BX2918'
 BX2918'REFERENCE MARK NO. 3 IS 110.91 FEET SOUTHEAST OF THE STATION.  IT IS
 BX2918'104 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRICK HOUSE, 21.5
 BX2918'FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 8
 BX2918'FEET NORTH OF A FENCE LINE, AND 3 FEET WEST OF A METAL WITNESS
 BX2918'POST.  IT IS A REFERENCE MARK DISK, STAMPED COOPERS 2 NO 3 1971,
 BX2918'PROJECTING 2 INCHES.
 BX2918'
 BX2918'TO REACH THE STATION FROM THE POST OFFICE IN LEESVILLE, GO WEST TWO
 BX2918'BLOCKS TO U. S. HIGHWAY 171, TURN LEFT AND GO SOUTH ON U. S. HIGHWAY
 BX2918'171 FOR 3.7 MILES TO THE STATION ON THE LEFT ON THE TOP OF A GRADE.
 BX2918'
 BX2918'NEAREST TOWN--LEESVILLE.
 BX2918
 BX2918                          STATION RECOVERY (1972)
 BX2918
 BX2918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2918'TENSION 10 KGS. ON RMS.
 BX2918'
 BX2918'NO MEASUREMENT BETWEEN RMS DUE TO WRECKED CARS.
 BX2918'
 BX2918'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF LEESVILLE AND 3
 BX2918'MILES NORTH OF COOPERS, AT THE WEST EDGE OF AN AUTOMOBILE JUNK YARD
 BX2918'ON LAND OWNED BY MR. RALPH LILIEDAHL P. O. BOX 114 LEESVILLE.
 BX2918'
 BX2918'THE STATION MARKS, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 BX2918'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  NO 1971
 BX2918'DATA WAS AVAILABLE AT THIS TIME, A NEW AND COMPLETE DESCRIPTION
 BX2918'FOLLOWS.
 BX2918'
 BX2918'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE
 BX2918'HIGHWAY 8 IN LEESVILLE, GO SOUTH ON U. S. HIGHWAY 171 FOR 3.85 MILES
 BX2918'TO THE STATION ON THE LEFT.
 BX2918'
 BX2918'THE STATION MARKS ARE STANDARD DISKS STAMPED COOPERS 2 1971.  THE
 BX2918'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2918'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 112
 BX2918'FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 171, 87 FEET SOUTH OF
 BX2918'A DRIVEWAY THAT LEADS TO JUNK YARD, 1.6 FEET WEST OF A CHAIN LINK
 BX2918'FENCE AND 1.3 FEET WEST OF A METAL WITNESS POST.  THE
 BX2918'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BX2918'42 INCHES BELOW THE GROUND SURFACE.
 BX2918'
 BX2918'REFERENCE MARK 1, A STANDARD DISK STAMPED COOPERS NO 1 1941, IS SET
 BX2918'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 BX2918'INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET NORTH OF A
 BX2918'POWERLINE POLE WITH TRANSFORMER, 10 FEET EAST OF A CHAIN LINK FENCE
 BX2918'AND 10 FEET SOUTH OF A 30 INCH PINE TREE.
 BX2918'
 BX2918'REFERENCE MARK 3, A STANDARD DISK STAMPED COOPERS 2 NO 3 1971, IS
 BX2918'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2918'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 BX2918'SOUTH-SOUTHEAST OF A 12 INCH PINE TREE, 8 FEET NORTH OF A CHAIN
 BX2918'LINK FENCE AND 2.3 FEET WEST OF A METAL WITNESS POST.
 BX2918'
 BX2918'AZIMUTH MARK, A STANDARD DISK STAMPED COOPERS 2 1971 1972, IS SET
 BX2918'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2918'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 FEET EAST OF THE
 BX2918'NORTHEAST CORNER OF THE CONCESSION BUILDING, 51 FEET SOUTHEAST OF
 BX2918'A POWERLINE POLE WITH TWO TRANSFORMERS, 21 FEET NORTHEAST OF THE
 BX2918'APPROXIMATE CENTER OF THE DRIVEWAY AND 2.8 FEET EAST-SOUTHEAST
 BX2918'OF A METAL WITNESS POST.
 BX2918'
 BX2918'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U. S. HIGHWAY
 BX2918'171 FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT, LEADING TO A DRIVEIN
 BX2918'THEATER, TURN RIGHT AND GO WEST FOR 0.05 MILE TO THE AZIMUTH MARK
 BX2918'ON THE RIGHT.
 BX2918'
 BX2918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 BX2918'COOPERS.
 BX2918'
 BX2918'HEIGHT OF LIGHT ABOVE STATION MARK 98.8 FEET.
 BX2918
 BX2918                          STATION RECOVERY (2000)
 BX2918
 BX2918'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JRW)
 BX2918'HWY 171 WAS WIDENED AROUND 1974 AND MONUMENTS IN THE OLD R/W APPEAR TO
 BX2918'HAVE BEEN DESTROYED.
 BX2918
 BX2918                          STATION RECOVERY (2001)
 BX2918
 BX2918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2918'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2916 ***********************************************************************
 BX2916  DESIGNATION -  COOPERS RESET
 BX2916  PID         -  BX2916
 BX2916  STATE/COUNTY-  LA/VERNON
 BX2916  USGS QUAD   -  NEW LLANO (1994)
 BX2916
 BX2916                         *CURRENT SURVEY CONTROL
 BX2916  ___________________________________________________________________
 BX2916* NAD 83(1992)-  31 05 19.51764(N)    093 16 14.29569(W)     ADJUSTED  
 BX2916* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 BX2916  ___________________________________________________________________
 BX2916  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 BX2916  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BX2916
 BX2916  HORZ ORDER  -  FIRST
 BX2916
 BX2916.The horizontal coordinates were established by classical geodetic methods
 BX2916.and adjusted by the National Geodetic Survey in January 1993..
 BX2916
 BX2916.The orthometric height was scaled from a topographic map.
 BX2916
 BX2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2916
 BX2916.The geoid height was determined by GEOID03.
 BX2916
 BX2916;                    North         East     Units Scale Factor Converg.
 BX2916;SPC LA N     -    65,541.465   926,468.324   MT  1.00001858   -0 24 26.8
 BX2916;SPC LA N     -   215,030.62  3,039,588.16   sFT  1.00001858   -0 24 26.8
 BX2916;UTM  15      - 3,439,469.753   474,187.201   MT  0.99960822   -0 08 23.1
 BX2916
 BX2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2916!SPC LA N     -   0.99999054  x   1.00001858  =   1.00000912
 BX2916!UTM  15      -   0.99999054  x   0.99960822  =   0.99959877
 BX2916
 BX2916|---------------------------------------------------------------------|
 BX2916| PID    Reference Object                     Distance      Geod. Az  |
 BX2916|                                                           dddmmss.s |
 BX2916| BX2915 C 4284 LAGS 1941                     12.818 METERS 00128     |
 BX2916| BX2905 LEESVILLE PARISH CTHSE DOME         APPROX. 6.0 KM 0085712.5 |
 BX2916| BX2917 COOPERS RM 1                         32.391 METERS 06329     |
 BX2916| BX2918 COOPERS 2                            37.172 METERS 14821     |
 BX2916| CV8297 COOPERS RM 2                         30.910 METERS 14831     |
 BX2916| CV8181 C 4281                                             1892353.5 |
 BX2916| BX2906 HAWTHORN RESET                      APPROX.11.6 KM 3480133.0 |
 BX2916|---------------------------------------------------------------------|
 BX2916
 BX2916                          SUPERSEDED SURVEY CONTROL
 BX2916
 BX2916  NAD 83(1986)-  31 05 19.53107(N)    093 16 14.28979(W) AD(       ) 1
 BX2916  NAD 27      -  31 05 18.85469(N)    093 16 13.70073(W) AD(       ) 1
 BX2916
 BX2916.Superseded values are not recommended for survey control.
 BX2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2916.See file dsdata.txt to determine how the superseded data were derived.
 BX2916
 BX2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7418739470(NAD 83)
 BX2916_MARKER: DS = TRIANGULATION STATION DISK
 BX2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2916
 BX2916  HISTORY     - Date     Condition        Report By
 BX2916  HISTORY     - 1941     MONUMENTED       CGS
 BX2916  HISTORY     - 1952     GOOD             CGS
 BX2916  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BX2916  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BX2916  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2916
 BX2916                          STATION DESCRIPTION
 BX2916
 BX2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2916'STATION IS ABOUT 3.8 MILES S OF LEESVILLE, IN THE SE 1/4
 BX2916'OF SECTION 3, T 1 N, R 9 W, ON A TIMBERED RIDGE ON THE W
 BX2916'SIDE OF U.S. HIGHWAY 171, 39 FEET E OF THE CENTER LINE OF
 BX2916'THE HIGHWAY AND 5 FEET N OF REFERENCE POST.  IT IS STAMPED
 BX2916'COOPERS 1941 AND PROJECTS 6 INCHES.
 BX2916'
 BX2916'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2916'DISKS SET IN CONCRETE.
 BX2916'
 BX2916'REFERENCE MARK NO. 1 IS NE OF THE STATION AND 136 FEET E OF
 BX2916'THE CENTER LINE OF THE HIGHWAY.  IT IS STAMPED COOPERS NO.
 BX2916'1 1941 AND PROJECTS 6 INCHES.
 BX2916'
 BX2916'REFERENCE MARK NO. 2 IS SE OF THE STATION, 104 FEET E OF
 BX2916'THE CENTER LINE OF THE HIGHWAY.  IT IS STAMPED COOPERS NO.
 BX2916'2 1941 AND PROJECTS 6 INCHES.
 BX2916'
 BX2916'STATE SURVEY STATION C 4281 IS USED FOR THE AZIMUTH MARK.
 BX2916'IT IS 0.75 MILE S OF THE STATION, 26 FEET W OF THE CENTER
 BX2916'LINE OF THE HIGHWAY, AND 5 FEET E OF CONCRETE REFERENCE
 BX2916'POST.  IT IS A STANDARD STATE SURVEY DISK SET IN AN 8-INCH
 BX2916'SQUARE CONCRETE POST.  IT IS STAMPED C 4281 AND PROJECTS
 BX2916'6 INCHES.
 BX2916'
 BX2916'A DIRECTION WAS TAKEN TO STATE SURVEY STATION C 4284 WHICH
 BX2916'IS 33 FEET E OF THE CENTER LINE OF THE HIGHWAY, 7 FEET W
 BX2916'OF CONCRETE REFERENCE POST.  IT IS A STANDARD STATE SURVEY
 BX2916'DISK SET IN AN 8-INCH SQUARE CONCRETE POST, IS STAMPED C
 BX2916'4284 AND PROJECTS 6 INCHES.
 BX2916'
 BX2916'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2916
 BX2916                          STATION RECOVERY (1952)
 BX2916
 BX2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLK)
 BX2916'STATION RECOVERED AS DESCRIBED.  STATION MARK PROTRUDES
 BX2916'0.5 FEET.  IT IS 155 FEET NE OF THE NE CORNER OF HOUSE WHICH
 BX2916'IS 115 FEET W OF HIGHWAY, IS 82 FEET SSW OF 14-INCH BLACK
 BX2916'JACK OAK WHICH IS 60 FEET E OF HIGHWAY.  IS SE CORNER OF
 BX2916'RESIDENT WHICH IS APPROXIMATELY 100 W CENTERLINE HIGHWAY
 BX2916'AND 158 FEET NW OF MARK 38 FEET W CENTERLINE HIGHWAY.
 BX2916'
 BX2916'REFERENCE MARKS OKAY.
 BX2916
 BX2916                          STATION RECOVERY (1958)
 BX2916
 BX2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BX2916'THE STATION WAS VISITED 8-27-58.  THE STATION SURFACE MARK
 BX2916'WAS FOUND DESTROYED AND LYING ON THE TOP OF THE GROUND.  THE
 BX2916'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION AND THE 1941
 BX2916'MEASUREMENTS TO THE REFERENCE MARKS WERE CHECKED.  REFERENCE
 BX2916'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BX2916'AZIMUTH MARK, (4281 (LA.GEOD.S.) WAS FOUND TO BE DESTROYED.
 BX2916'4284 (LA.GEOD.S.) WHICH WAS CONNECTED BY TRAVERSE IN 1941
 BX2916'WAS ALSO FOUND TO BE DESTROYED.  THE STATION UNDERGROUND
 BX2916'MARK WAS LOWERED IN ITS ORIGINAL POSITION ABOUT 3 FEET AND
 BX2916'A NEW SURFACE MARK WAS ESTABLISHED FLUSH WITH THE GROUND.
 BX2916'
 BX2916'A NEW DESCRIPTION FOLLOWS--
 BX2916'
 BX2916'THE STATION IS LOCATED ABOUT 3.8 MILES SOUTH OF LEESVILLE
 BX2916'ON THE TOP OF AN EAST-WEST RIDGE AND ON PROPERTY OWNED BY
 BX2916'MR. LILIEDAHL.  IT IS AT THE SOUTHWEST CORNER OF THE YARD
 BX2916'OF THE LILIEDAHL WRECKING SERVICE AND DIRECTLY IN FRONT
 BX2916'OF MR. LILIEDAHLS HOUSE, 38.6 FEET EAST OF THE CENTERLINE
 BX2916'OF U.S. HIGHWAY 171, 15 FEET NORTH OF THE CENTER OF THE
 BX2916'DRIVEWAY LEADING EAST TO THE HOUSE, 95.2 FEET SOUTHWEST
 BX2916'OF THE SOUTHWEST CORNER OF THE WEST WING OF THE LARGE TIN
 BX2916'GARAGE, 32.8 FEET NORTH OF A TELEPHONE POLE, 81.6 FEET
 BX2916'EAST-SOUTHEAST OF A POWER POLE WEST OF THE HIGHWAY, AND 28 FEET
 BX2916'SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE
 BX2916'LILIEDAHL HOUSE.  IT IS A STANDARD DISK STAMPED COOPERS 1941
 BX2916'1958, FLUSH WITH THE GROUND.
 BX2916'
 BX2916'REFERENCE MARK NO. 1 IS 106.30 FEET NORTHEAST OF THE STATION.
 BX2916'IT IS 126 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8.6
 BX2916'FEET SOUTH-SOUTHWEST OF A 24-INCH PINE TREE, 17.1 FEET SOUTHWEST
 BX2916'OF THE SOUTHWEST CORNER OF THE SOUTH WING OF THE LARGE TIN
 BX2916'GARAGE AND 54.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 BX2916'THE WEST WING TO THE GARAGE.  IT IS A STANDARD DISK, STAMPED
 BX2916'COOPERS NO 1 1941, PROJECTING 4 INCHES.
 BX2916'
 BX2916'REFERENCE MARK NO. 2 IS 101.37 FEET SOUTHEAST OF THE STATION.
 BX2916'IT IS 103.4 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 BX2916'171 AND 71 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE DRIVEWAY
 BX2916'TO THE LILIEDAHL HOUSE.  IT IS A STANDARD DISK, STAMPED COOPERS
 BX2916'NO 2 1941, PROJECTING 6 INCHES.
 BX2916'
 BX2916'TO REACH THE STATION FROM THE POST OFFICE IN LEESVILLE, GO
 BX2916'WEST TWO BLOCKS TO U.S. HIGHWAY 171, TURN LEFT AND GO SOUTH
 BX2916'ON U.S. HIGHWAY 171 FOR 3.7 MILES TO THE TOP OF A HILL AND
 BX2916'THE STATION ON THE LEFT.
 BX2916
 BX2916                          STATION RECOVERY (1971)
 BX2916
 BX2916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BX2916'THE STATION WAS VISITED 3-26-71 AND THE STATION MARK AND
 BX2916'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BX2916'4281 (LGS) AND 4284 (LGS) WERE DESTROYED PRIOR TO THIS DATE.
 BX2916'THE STATION AND REFERENCE MARK NO. 2 WERE REQUESTED MOVED
 BX2916'AT THIS DATE DUE TO HIGHWAY CONSTRUCTION, THIS WAS DONE
 BX2916'BY ESTABLISHING A NEW STATION COOPERS 2 1971, 37.173 METERS
 BX2916'SSW OF THE STATION, AND A NEW REFERENCE MARK NO. 3 WAS
 BX2916'ESTABLISHED.  REFERENCE MARK NO. 2 WAS DESTROYED AND THE DISK
 BX2916'RECLAIMED AT THIS DATE.  THE STATION SURFACE MARK WAS
 BX2916'RECLAIMED BUT THE UNDERGROUND DISK WILL BE DESTROYED BY
 BX2916'THE HIGHWAY CONSTRUCTION.  SEE DESCRIPTION FOR COOPERS 2 1971
 BX2916'
 BX2916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 BX2916'SOUTH OF LEESVILLE
 BX2916
 BX2916                          STATION RECOVERY (2001)
 BX2916
 BX2916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2916'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2116 ***********************************************************************
 BW2116  DESIGNATION -  COOTER
 BW2116  PID         -  BW2116
 BW2116  STATE/COUNTY-  LA/TENSAS
 BW2116  USGS QUAD   -  GRETNA GREEN (1976)
 BW2116
 BW2116                         *CURRENT SURVEY CONTROL
 BW2116  ___________________________________________________________________
 BW2116* NAD 83(1992)-  31 56 45.28774(N)    091 29 09.91108(W)     ADJUSTED  
 BW2116* NAVD 88     -        20.74   (+/-2cm)      68.0    (feet)  VERTCON   
 BW2116  ___________________________________________________________________
 BW2116  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BW2116  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW2116
 BW2116  HORZ ORDER  -  FIRST
 BW2116  VERT ORDER  -  THIRD (See Below)
 BW2116
 BW2116.The horizontal coordinates were established by classical geodetic methods
 BW2116.and adjusted by the National Geodetic Survey in May 1994..
 BW2116
 BW2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2116.The vertical order pertains to the NGVD 29 superseded value.
 BW2116
 BW2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2116
 BW2116.The geoid height was determined by GEOID03.
 BW2116
 BW2116;                    North         East     Units Scale Factor Converg.
 BW2116;SPC LA N     -   160,763.861 1,095,854.519   MT  0.99991486   +0 32 09.8
 BW2116;SPC LA N     -   527,439.43  3,595,316.03   sFT  0.99991486   +0 32 09.8
 BW2116;UTM  15      - 3,535,441.000   643,088.493   MT  0.99985251   +0 48 04.2
 BW2116
 BW2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2116!SPC LA N     -   1.00000085  x   0.99991486  =   0.99991571
 BW2116!UTM  15      -   1.00000085  x   0.99985251  =   0.99985336
 BW2116
 BW2116:                Primary Azimuth Mark                     Grid Az
 BW2116:SPC LA N     -  COOTER AZ MK                             022 52 27.5
 BW2116:UTM  15      -  COOTER AZ MK                             022 36 33.1
 BW2116
 BW2116|---------------------------------------------------------------------|
 BW2116| PID    Reference Object                     Distance      Geod. Az  |
 BW2116|                                                           dddmmss.s |
 BW2116| CY4136 COOTER AZ MK                                       0232437.3 |
 BW2116| BW2117 COOTER RM 1                          34.915 METERS 03052     |
 BW2116| CY4138 COOTER RM 2                          32.129 METERS 28235     |
 BW2116| BW2429 COOTER RM 3                          31.509 METERS 29910     |
 BW2116| CY4137 COOTER AZ MK 2                                     3451314.3 |
 BW2116|---------------------------------------------------------------------|
 BW2116
 BW2116                          SUPERSEDED SURVEY CONTROL
 BW2116
 BW2116  NAD 83(1992)-  31 56 45.29320(N)    091 29 09.90772(W) AD(       ) 1
 BW2116  NAD 83(1986)-  31 56 45.30026(N)    091 29 09.90708(W) AD(       ) 1
 BW2116  NAD 27      -  31 56 44.73031(N)    091 29 09.47710(W) AD(       ) 1
 BW2116  NGVD 29 (07/19/86)   20.75   (m)           68.1    (f) LEVELING    3  
 BW2116
 BW2116.Superseded values are not recommended for survey control.
 BW2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2116.See file dsdata.txt to determine how the superseded data were derived.
 BW2116
 BW2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR4308835441(NAD 83)
 BW2116_MARKER: DS = TRIANGULATION STATION DISK
 BW2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2116_SP_SET: CONCRETE POST
 BW2116_STAMPING: COOTER 1941
 BW2116_PROJECTION: PROJECTING 20 CENTIMETERS
 BW2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2116+STABILITY: SURFACE MOTION
 BW2116
 BW2116  HISTORY     - Date     Condition        Report By
 BW2116  HISTORY     - 1941     MONUMENTED       CGS
 BW2116  HISTORY     - 1971     GOOD             NGS
 BW2116  HISTORY     - 1981     GOOD             LADTD
 BW2116  HISTORY     - 1981     GOOD             LADTD
 BW2116
 BW2116                          STATION DESCRIPTION
 BW2116
 BW2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2116'STATION IS IN SEC. 7, T. 11 N., R. 10 E., 11-1/2 MILES NW OF THE
 BW2116'TOWN OF WATERPROOF, 1 MILE N OF COOTER POINT ON THE W BANK OF
 BW2116'DICKARD BAYOU.  IT IS 55 FEET E OF THE CENTER LINE OF LOUISIANA
 BW2116'HIGHWAY 687, ACROSS THE HIGHWAY FROM A SHACK, 54 FEET
 BW2116'SE OF A MAIL BOX AND 8 FEET E-S OF REFERENCE POST.  IT IS STAMPED
 BW2116'COOTER 1941 AND PROJECTS 8 INCHES.
 BW2116'
 BW2116'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2116'BRONZE DISKS SET IN CONCRETE.
 BW2116'
 BW2116'REFERENCE MARK NO. 1 IS 68 FEET E OF THE CENTER LINE OF THE
 BW2116'HIGHWAY.  IT IS STAMPED COOTER NO. 1 1941 AND PROJECTS 8 INCHES.
 BW2116'
 BW2116'REFERENCE MARK NO. 2 IS 49 FEET W OF THE CENTER LINE OF THE
 BW2116'HIGHWAY, AND 1 FOOT E OF FENCE.  IT IS STAMPED COOTER NO. 2 1941
 BW2116'AND PROJECTS 6 INCHES.
 BW2116'
 BW2116'AZIMUTH MARK IS 31 FEET E OF CENTER LINE OF LOUISIANA HIGHWAY
 BW2116'687.  42 FEET NE OF MAIL BOX AND 4 FEET S BY E OF REFERENCE POST.
 BW2116'IT IS STAMPED COOTER 1941 AND PROJECTS 6 INCHES.
 BW2116'
 BW2116'TO REACH THE STATION FROM WATERPROOF, GO N ON U.S. HIGHWAY 65
 BW2116'FOR 3.6 MILES AND TURN LEFT ON STATE HIGHWAY 687.  GO NW ON
 BW2116'THIS HIGHWAY FOR 10.8 MILES TO THE STATION ON THE E SIDE OF
 BW2116'THE ROAD OPPOSITE A SHACK.
 BW2116'
 BW2116'A 116-FOOT TOWER AT BANG IS VISIBLE AT 100 FEET.
 BW2116'
 BW2116'A 116-FOOT TOWER AT WATERPROOF IS VISIBLE AT 116 FEET.
 BW2116'
 BW2116'A 126-FOOT TOWER AT MONTICELLO IS VISIBLE AT 95 FEET.
 BW2116'
 BW2116'A 116-FOOT TOWER AT PBM SICILY ISLAND IS VISIBLE AT 126 FEET.
 BW2116'
 BW2116'A 126-FOOT TOWER AT GILBERT IS VISIBLE AT 95 FEET.
 BW2116'
 BW2116'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BW2116
 BW2116                          STATION RECOVERY (1971)
 BW2116
 BW2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2116'THE STATION MARK AND REFERENCE MARK NUMBER 1 WERE
 BW2116'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NUMBER 2
 BW2116'WAS FOUND WITH THE TOP BROKEN AWAY AND THE DISK DEEPLY
 BW2116'SCRATCHED AND ALMOST ILLEGIBLE.  THE DISTANCE WAS FOUND TO
 BW2116'BE IN ERROR BY 0.037 METERS, THE DIRECTION IN ERROR BY
 BW2116'27 SECONDS.  AFTER OBSERVATIONS THIS MARK WAS DESTROYED DUE
 BW2116'TO THE FARM MANAGERS REQUEST.  THE AZIMUTH MARK WAS FOUND
 BW2116'LYING ON TOP OF THE GROUND.  A NEW AZIMUTH MARK
 BW2116'WAS ESTABLISHED.  THE STATION MARK BEING UNDER A POWER LINE
 BW2116'A TRAVERSE TIE WAS MADE TO REFERENCE MARK NUMBER 3 THAT WAS
 BW2116'ESTABLISHED AND OCCUPIED AT THIS TIME.
 BW2116'
 BW2116'FOR ADDITIONAL INFORMATION SEE DESCRIPTION OF COOTER RM 3
 BW2116'1941 1971.
 BW2116'
 BW2116'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BW2116'
 BW2116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BW2116'1 MILE NORTH OF COOTER POINT.
 BW2116
 BW2116                          STATION RECOVERY (1981)
 BW2116
 BW2116'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (TLH)
 BW2116'THE STATION MARK AND REFERENCE MARK NO 1 WERE RECOVERED IN GOOD
 BW2116'CONDITION.  RM 3 AND THE AZIMUTH MARK WERE NOT VISITED.
 BW2116
 BW2116                          STATION RECOVERY (1981)
 BW2116
 BW2116'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW2116'23.2 KM (14.4 MI) NW FROM WATERPROOF.
 BW2116'3.6 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE STATION IN WATERPROOF
 BW2116'TO THE JUNCTION OF STATE HIGHWAY 687, THENCE 10.8 MILES NORTHWEST
 BW2116'ALONG STATE HIGHWAY 687 TO THE STATION ON THE EAST SIDE OF THE ROAD,
 BW2116'55.0 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 687, 54.0 FEET
 BW2116'SOUTHEAST OF A MAIL BOX, AND 8.0 FEET EAST-SOUTH OF REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2429 ***********************************************************************
 BW2429  DESIGNATION -  COOTER RM 3
 BW2429  PID         -  BW2429
 BW2429  STATE/COUNTY-  LA/TENSAS
 BW2429  USGS QUAD   -  GRETNA GREEN (1976)
 BW2429
 BW2429                         *CURRENT SURVEY CONTROL
 BW2429  ___________________________________________________________________
 BW2429* NAD 83(1992)-  31 56 45.78626(N)    091 29 10.95871(W)     ADJUSTED  
 BW2429* NAVD 88     -        20.27   (+/-2cm)      66.5    (feet)  VERTCON   
 BW2429  ___________________________________________________________________
 BW2429  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BW2429  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW2429
 BW2429  HORZ ORDER  -  FIRST
 BW2429  VERT ORDER  -  THIRD ? (See Below)
 BW2429
 BW2429.The horizontal coordinates were established by classical geodetic methods
 BW2429.and adjusted by the National Geodetic Survey in May 1994..
 BW2429
 BW2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2429.The vertical order pertains to the NGVD 29 superseded value.
 BW2429
 BW2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2429
 BW2429.The geoid height was determined by GEOID03.
 BW2429
 BW2429;                    North         East     Units Scale Factor Converg.
 BW2429;SPC LA N     -   160,778.957 1,095,826.865   MT  0.99991486   +0 32 09.3
 BW2429;SPC LA N     -   527,488.96  3,595,225.31   sFT  0.99991486   +0 32 09.3
 BW2429;UTM  15      - 3,535,455.966   643,060.771   MT  0.99985241   +0 48 03.7
 BW2429
 BW2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2429!SPC LA N     -   1.00000092  x   0.99991486  =   0.99991578
 BW2429!UTM  15      -   1.00000092  x   0.99985241  =   0.99985333
 BW2429
 BW2429|---------------------------------------------------------------------|
 BW2429| PID    Reference Object                     Distance      Geod. Az  |
 BW2429|                                                           dddmmss.s |
 BW2429| BW2117 COOTER RM 1                          47.707 METERS 07209     |
 BW2429| BW2116 COOTER                               31.509 METERS 11910     |
 BW2429| CY4138 COOTER RM 2                           9.199 METERS 20440     |
 BW2429| CY4137 COOTER AZ MK 2                                     3475446.4 |
 BW2429|---------------------------------------------------------------------|
 BW2429
 BW2429                          SUPERSEDED SURVEY CONTROL
 BW2429
 BW2429  NAD 83(1992)-  31 56 45.79172(N)    091 29 10.95535(W) AD(       ) 1
 BW2429  NAD 83(1986)-  31 56 45.79878(N)    091 29 10.95468(W) AD(       ) 1
 BW2429  NAD 27      -  31 56 45.22884(N)    091 29 10.52470(W) AD(       ) 1
 BW2429  NGVD 29 (07/19/86)   20.28   (m)           66.5    (f) LEVELING    3  
 BW2429
 BW2429.Superseded values are not recommended for survey control.
 BW2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2429.See file dsdata.txt to determine how the superseded data were derived.
 BW2429
 BW2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR4306135456(NAD 83)
 BW2429_MARKER: DR = REFERENCE MARK DISK
 BW2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2429
 BW2429  HISTORY     - Date     Condition        Report By
 BW2429  HISTORY     - 1971     MONUMENTED       NGS
 BW2429
 BW2429                          STATION DESCRIPTION
 BW2429
 BW2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2429'THE STATION IS ABOUT 13-1/2 MILES WEST-NORTHWEST
 BW2429'OF ST. JOSEPH, 12 MILES SOUTHEAST OF GILBERT, 1 MILE NORTH OF
 BW2429'COOTER POINT AND ON THE WEST BANK OF DICKARD BAYOU.  IT IS IN
 BW2429'SECTION 7, T 11 N, R 10 E AND ON PROPERTY OF THE GIBSON
 BW2429'ESTATE, UNDER SUPERVISION OF WATSON AND WATSON ATTORNEYS AT
 BW2429'LAW, ST. JOSEPH, LOUISIANA.
 BW2429'
 BW2429'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 128, AT
 BW2429'FORKS AND GULF SERVICE STATION AND STORE ABOUT 18.5 MILES
 BW2429'SOUTHEAST OF WINNSBORO, GO SOUTHEAST ON STATE HIGHWAY 128 FOR
 BW2429'7 MILES TO FORKS AND JUNCTION OF STATE HIGHWAYS 128 AND 573,
 BW2429'TAKE THE RIGHT FORK AND GO SOUTHWEST ON STATE HIGHWAY 573
 BW2429'FOR 3.9 MILES TO THE JUNCTION WITH STATE HIGHWAY 892
 BW2429'AT MAYFLOWER.  TURN RIGHT AND CONTINUE WEST AND SOUTHWEST
 BW2429'ON STATE HIGHWAY 573 FOR 6.35 MILES TO A SIDE ROAD RIGHT,
 BW2429'THIS IS THE ROAD THAT LEADS TO THE AZIMUTH MARK.  CONTINUE
 BW2429'SOUTHERLY ON STATE HIGHWAY 573 FOR 0.35 MILE TO THE STATION
 BW2429'ON THE RIGHT, WEST SIDE OF HIGHWAY.  AS DESCRIBED.
 BW2429'
 BW2429'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 BW2429'STATE HIGHWAY 573 FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN
 BW2429'LEFT AND GO WEST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 BW2429'LEFT, SOUTH SIDE OF ROAD AS DESCRIBED.
 BW2429'
 BW2429'THE STATION IS MARKED BY STANDARD REFERENCE MARK DISKS
 BW2429'STAMPED COOTER 1941 NO 3 1971.  THE SURFACE DISK IS SET IN
 BW2429'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BW2429'18 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 BW2429'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 BW2429'THE SURFACE OF THE GROUND.  IT IS 50 FEET WEST OF THE
 BW2429'CENTERLINE OF STATE HIGHWAY 573 AND 29 FEET SOUTHWEST OF THE
 BW2429'CENTER OF FIELD DRIVEWAY.
 BW2429'
 BW2429'REFERENCE MARK 1, A STANDARD DISK STAMPED COOTER NO 1 1941,
 BW2429'IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT THAT
 BW2429'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET
 BW2429'EAST OF THE CENTERLINE OF STATE HIGHWAY 573, 24 FEET EAST OF
 BW2429'FENCELINE AND 22 FEET SOUTHWEST OF A 12 INCH CEDAR TREE.
 BW2429'
 BW2429'REFERENCE MARK NUMBER 2 HAS NOW BEEN DESTROYED DUE TO
 BW2429'FARM MANAGERS REQUEST.
 BW2429'
 BW2429'THE AZIMUTH MARK, A STANDARD DISK STAMPED COOTER 1941 1971,
 BW2429'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2429'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF
 BW2429'THE GROUND.  IT IS 62.5 FEET NORTHWEST OF A WELL, 30 FEET
 BW2429'SOUTH OF THE APPROXIMATE CENTER OF FIELD ROAD AND 9 FEET
 BW2429'SOUTH OF A 32 INCH PECAN TREE.
 BW2429'
 BW2429'STATION MARKS ARE STANDARD DISK STAMPED COOTER 1941.  THE
 BW2429'SURFACE DISK IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE
 BW2429'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 BW2429'IS 54 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 573, 30
 BW2429'FEET SOUTHWEST OF A 20 INCH BLACK THORN TREE, 16 FEET EAST
 BW2429'OF A METAL WITNESS POST WITH SIGN ATTACHED AND UNDER A
 BW2429'POWER LINE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BW2429'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BW2429'SURFACE.
 BW2429'
 BW2429'HEIGHT OF LIGHT ABOVE STATION MARK 39.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3094 ***********************************************************************
 AU3094  DESIGNATION -  COPASAW
 AU3094  PID         -  AU3094
 AU3094  STATE/COUNTY-  LA/TERREBONNE
 AU3094  USGS QUAD   -  LAKE PENCHANT (1994)
 AU3094
 AU3094                         *CURRENT SURVEY CONTROL
 AU3094  ___________________________________________________________________
 AU3094* NAD 83(1992)-  29 29 26.20291(N)    090 57 18.20197(W)     ADJUSTED  
 AU3094* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3094  **This station is located in a subsidence area (see below).
 AU3094  ___________________________________________________________________
 AU3094  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3094  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU3094
 AU3094  HORZ ORDER  -  SECOND
 AU3094
 AU3094.The horizontal coordinates were established by classical geodetic methods
 AU3094.and adjusted by the National Geodetic Survey in January 1993..
 AU3094
 AU3094 ** The orthometric height has not been validated since last determined
 AU3094 ** by differential leveling and should not be used for control purposes.
 AU3094 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3094 ** area with valid NAVD 88 orthometric heights.
 AU3094 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3094 ** epoch indicated which incorporates improved geoid heights for the
 AU3094 ** Southern Louisiana Subsidence area.
 AU3094 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3094.The orthometric height was scaled from a topographic map.
 AU3094
 AU3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3094
 AU3094.The geoid height was determined by GEOID03.
 AU3094
 AU3094;                    North         East     Units Scale Factor Converg.
 AU3094;SPC LA S     -   109,865.676 1,036,682.175   MT  0.99996513   +0 11 20.9
 AU3094;SPC LA S     -   360,450.97  3,401,181.44   sFT  0.99996513   +0 11 20.9
 AU3094;UTM  15      - 3,264,085.313   698,251.426   MT  1.00008499   +1 00 25.3
 AU3094
 AU3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3094!SPC LA S     -   1.00000396  x   0.99996513  =   0.99996909
 AU3094!UTM  15      -   1.00000396  x   1.00008499  =   1.00008895
 AU3094
 AU3094:                Primary Azimuth Mark                     Grid Az
 AU3094:SPC LA S     -  STATION 1405 PLUS 0 USE 1934             001 57 45.8
 AU3094:UTM  15      -  STATION 1405 PLUS 0 USE 1934             001 08 41.4
 AU3094
 AU3094|---------------------------------------------------------------------|
 AU3094| PID    Reference Object                     Distance      Geod. Az  |
 AU3094|                                                           dddmmss.s |
 AU3094| AU3186 STATION 1405 PLUS 0 USE 1934        APPROX. 9.1 KM 0020906.7 |
 AU3094| DD6554 COPASAW RM 2                         19.748 METERS 15300     |
 AU3094| DD6553 COPASAW RM 1                         24.808 METERS 23907     |
 AU3094|---------------------------------------------------------------------|
 AU3094
 AU3094                          SUPERSEDED SURVEY CONTROL
 AU3094
 AU3094  NAD 83(1986)-  29 29 26.22860(N)    090 57 18.20664(W) AD(       ) 2
 AU3094  NAD 27      -  29 29 25.45300(N)    090 57 17.86000(W) AD(       ) 2
 AU3094
 AU3094.Superseded values are not recommended for survey control.
 AU3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3094.See file dsdata.txt to determine how the superseded data were derived.
 AU3094
 AU3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9825164085(NAD 83)
 AU3094_MARKER: DS = TRIANGULATION STATION DISK
 AU3094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3094_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3094
 AU3094  HISTORY     - Date     Condition        Report By
 AU3094  HISTORY     - 1934     MONUMENTED       CGS
 AU3094  HISTORY     - 1940     GOOD             CGS
 AU3094  HISTORY     - 1948     GOOD             CGS
 AU3094  HISTORY     - 1952     GOOD             CGS
 AU3094  HISTORY     - 1966     GOOD             CGS
 AU3094
 AU3094                          STATION DESCRIPTION
 AU3094
 AU3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3094'STATION IS ON THE S OR RIGHT BANK OF BAYOU COPASAW ABOUT
 AU3094'2 MILES ABOVE ITS JUNCTION WITH BAYOU PENCHANT (FIVE OAKS),
 AU3094'ON A SPOIL BANK, IN HIGH BRUSH, DOWNSTREAM FROM A LARGE LONE
 AU3094'OAK TREE AT THE WATERS EDGE, 16 METERS (52 FEET) INSHORE FROM
 AU3094'THE BAYOU AND 10 METERS (33 FEET) FROM AN ABANDONED CABIN.
 AU3094'
 AU3094'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3094'IN THE TOP OF A TILE.
 AU3094'
 AU3094'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3094'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU3094'INTO THE MARSH, IS ON THE SPOIL BANK, ABOUT 16 METERS (50 FEET)
 AU3094'FROM THE BAYOU AND 24.808 METERS (81.39 FEET) DOWNSTREAM FROM
 AU3094'THE STATION S 59 DEG 07 MIN W.
 AU3094'
 AU3094'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3094'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU3094'DRIVEN INTO THE MARSH, IS 19.748 METERS (64.79 FEET) INSHORE
 AU3094'FROM THE STATION S 27 DEG 00 MIN E.
 AU3094'
 AU3094'THE LONE OAK TREE IS A WITNESS MARK, AND IS 54 METERS (175)
 AU3094'FEET FROM THE STATION N 31 DEG 12 MIN E.
 AU3094
 AU3094                          STATION RECOVERY (1940)
 AU3094
 AU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WRC)
 AU3094'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.
 AU3094'
 AU3094'ORIGINAL DESCRIPTION ADEQUATE EXCEPT THAT REFERENCE MARK
 AU3094'NO. 1 IS ONLY ABOUT 25 FT. FROM THE BAYOU BANK.
 AU3094
 AU3094                          STATION RECOVERY (1948)
 AU3094
 AU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3094'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 AU3094'GOOD CONDITION.  A WOODEN TOWER ABOUT 20 FEET HIGH IS IN
 AU3094'PLACE OVER THE STATION.
 AU3094
 AU3094                          STATION RECOVERY (1952)
 AU3094
 AU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3094'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3094'A COMPLETE DESCRIPTION FOLLOWS--
 AU3094'
 AU3094'STATION IS LOCATED ON THE SE BANK OF BAYOU COPASAW, ABOUT 1
 AU3094'MI. ABOVE THE CONFLUENCE OF BAYOU PENCHANT, ON LOW SPOIL,
 AU3094'ABOUT 350 FT. UPSTREAM FROM THE N TIP OF A GROUP OF PROMINENT
 AU3094'LIVE OAK TREES, ABOUT 200 FT. DOWNSTREAM FROM A PROMINENT
 AU3094'LONE CYPRESS TREE, BETWEEN A CLUMP OF WILLOW TREES ON THE
 AU3094'BANK AND A CLUMP OF WILLOW TREES INSHORE TO THE SE, 20 FT. SE
 AU3094'OF THE CLUMP ON THE BANK, AND 3 FT. NW OF A 4- BY 4-IN. WOODEN
 AU3094'POST.  THE MEAN HIGH-WATERLINE OF BAYOU COPASAW IS 43 FT. IN
 AU3094'AZIMUTH 297 DEG (MAGNETIC).  AT THE TIME THE STATION WAS
 AU3094'VISITED THERE WAS A 10-FT. STAND IN PLACE OVER THE STATION.
 AU3094'IT IS A STANDARD DISK, STAMPED COPASAW 1934 AND SET IN
 AU3094'CONCRETE IN THE TOP OF A 10-IN. TILE PROJECTING 3 IN. ABOVE
 AU3094'THE GROUND.
 AU3094'
 AU3094'REFERENCE MARK 1 IS ON THE LOW SPOIL DOWNSTREAM FROM THE STATION
 AU3094'(24.808 M. OR 81.39 FT.) S 59 DEG 07 MIN W, AND 21 FT.
 AU3094'FROM THE MEAN HIGH-WATERLINE OF BAYOU COPASAW.  IT IS A STANDARD
 AU3094'DISK, STAMPED COPASAW 1934 NO 1 AND SET IN THE TOP OF AN 8-
 AU3094'BY 8-IN. CONCRETE POST PROJECTING 3 IN. ABOVE THE GROUND.
 AU3094'
 AU3094'REFERENCE MARK 2 IS 19.748 M. OR 64.79 FT. S 27 DEG 20 MIN E
 AU3094'INSHORE FROM THE STATION TOWARD THE INSHORE CLUMP OF
 AU3094'WILLOWS.  IT IS A STANDARD DISK, SET IN THE TOP OF AN 8-
 AU3094'BY 8-IN. CONCRETE POST PROJECTING 1 IN. ABOVE THE GROUND.
 AU3094'
 AU3094'THE AZIMUTH TO THE REFERENCE MARKS ARE THE PUBLISHED AZIMUTHS.
 AU3094
 AU3094                          STATION RECOVERY (1966)
 AU3094
 AU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU3094'STATION MARK AND REFERENCE MARK 1 AND 2 RECOVERED IN GOOD
 AU3094'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AU3094'
 AU3094'STATION IS ABOUT 16 MILES SOUTHWEST OF HOUMA, ON THE SOUTHEAST
 AU3094'BANK OF BAYOU COPASAW, ABOUT 2 MILES ABOVE ITS JUNCTION WITH
 AU3094'BAYOU PENCHANT AND 65 FEET NORTH OF A SMALL BAYOU LEADING
 AU3094'EAST.
 AU3094'
 AU3094'STATION MARK, A STANDARD DISK, STAMPED COPASAW 1934 SET IN
 AU3094'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE MARSH,
 AU3094'IS 25 FEET SOUTH OF A TRIPLE-FORKED WILLOW TREE, 21 FEET
 AU3094'SOUTHEAST OF THE EAST EDGE OF COPASAW BAYOU AND 1 FOOT EAST
 AU3094'OF A METAL WITNESS POST.
 AU3094'
 AU3094'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COPASAW NO 1 1934,
 AU3094'SET IN THE TOP OF A MASS OF CONCRETE.  IT IS AT THE EDGE OF
 AU3094'THE BAYOU AND 89.39 FEET FROM THE STATION S 59 DEG 07 MIN W.
 AU3094'
 AU3094'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COPASAW NO 2 1934,
 AU3094'SET IN THE TOP OF A MASS OF CONCRETE 2 INCHES BELOW THE SURFACE
 AU3094'OF THE MARSH.  IT IS 12 FEET EAST OF A LARGE WILLOW TREE, 12
 AU3094'FEET EAST-NORTHEAST OF A SMALL BAYOU DRAINING THE SWAMP, 1
 AU3094'FOOT SOUTHEAST OF A METAL WITNESS POST AND 64.79 FEET FROM THE
 AU3094'STATION S 27 DEG 00 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0449 ***********************************************************************
 BX0449  DESIGNATION -  COPEN AZ MK
 BX0449  PID         -  BX0449
 BX0449  STATE/COUNTY-  LA/CALDWELL
 BX0449  USGS QUAD   -  HOLUM (1988)
 BX0449
 BX0449                         *CURRENT SURVEY CONTROL
 BX0449  ___________________________________________________________________
 BX0449* NAD 83(1986)-  31 58 33.     (N)    092 00 42.     (W)     SCALED    
 BX0449* NAVD 88     -        70.93   (+/-2cm)     232.7    (feet)  VERTCON   
 BX0449  ___________________________________________________________________
 BX0449  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0449
 BX0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0449
 BX0449.The horizontal coordinates were scaled from a topographic map and have
 BX0449.an estimated accuracy of +/- 6 seconds.
 BX0449
 BX0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0449.The vertical order pertains to the NGVD 29 superseded value.
 BX0449
 BX0449.The geoid height was determined by GEOID03.
 BX0449
 BX0449;                    North         East    Units  Estimated Accuracy
 BX0449;SPC LA N     -   163,740.    1,046,150.      MT  (+/- 180 meters Scaled)
 BX0449
 BX0449                          SUPERSEDED SURVEY CONTROL
 BX0449
 BX0449  NGVD 29 (??/??/??)   70.935  (m)          232.73   (f) ADJUSTED    2 0
 BX0449
 BX0449.Superseded values are not recommended for survey control.
 BX0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0449.See file dsdata.txt to determine how the superseded data were derived.
 BX0449
 BX0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR933381(NAD 83)
 BX0449_MARKER: DZ = AZIMUTH MARK DISK
 BX0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0449_STAMPING: COPEN 1941
 BX0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0449+STABILITY: SURFACE MOTION
 BX0449
 BX0449  HISTORY     - Date     Condition        Report By
 BX0449  HISTORY     - 1941     MONUMENTED       CGS
 BX0449  HISTORY     - 1950     GOOD             CGS
 BX0449  HISTORY     - 1976     MARK NOT FOUND   USGS
 BX0449
 BX0449                          STATION DESCRIPTION
 BX0449
 BX0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0449'8.8 MI N FROM ROSEFIELD.
 BX0449'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0449'ROSEFIELD, THENCE 1.3 MILES EAST ALONG A DIRT ROAD, THENCE 2.2 MILES
 BX0449'NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE WEST ALONG A DIRT ROAD.  20
 BX0449'FEET NORTHEAST OF A 16 INCH TRIANGULAR BLAZED OAK TREE, 11 FEET SOUTH
 BX0449'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF A 10 INCH TRIANGULAR
 BX0449'BLAZED OAK TREE, 4.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BX0449'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BX0449
 BX0449                          STATION RECOVERY (1976)
 BX0449
 BX0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BX0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0451 ***********************************************************************
 BX0451  DESIGNATION -  COPEN RM 1
 BX0451  PID         -  BX0451
 BX0451  STATE/COUNTY-  LA/CALDWELL
 BX0451  USGS QUAD   -  HOLUM (1988)
 BX0451
 BX0451                         *CURRENT SURVEY CONTROL
 BX0451  ___________________________________________________________________
 BX0451* NAD 83(1986)-  31 58 35.     (N)    092 00 21.     (W)     SCALED    
 BX0451* NAVD 88     -        74.24   (+/-2cm)     243.6    (feet)  VERTCON   
 BX0451  ___________________________________________________________________
 BX0451  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0451
 BX0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0451
 BX0451.The horizontal coordinates were scaled from a topographic map and have
 BX0451.an estimated accuracy of +/- 6 seconds.
 BX0451
 BX0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0451.The vertical order pertains to the NGVD 29 superseded value.
 BX0451
 BX0451.The geoid height was determined by GEOID03.
 BX0451
 BX0451;                    North         East    Units  Estimated Accuracy
 BX0451;SPC LA N     -   163,800.    1,046,700.      MT  (+/- 180 meters Scaled)
 BX0451
 BX0451                          SUPERSEDED SURVEY CONTROL
 BX0451
 BX0451  NGVD 29 (??/??/??)   74.253  (m)          243.61   (f) ADJUSTED    2 0
 BX0451
 BX0451.Superseded values are not recommended for survey control.
 BX0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0451.See file dsdata.txt to determine how the superseded data were derived.
 BX0451
 BX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR939382(NAD 83)
 BX0451_MARKER: DR = REFERENCE MARK DISK
 BX0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0451_STAMPING: COPEN NO 1 1941
 BX0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0451+STABILITY: SURFACE MOTION
 BX0451
 BX0451  HISTORY     - Date     Condition        Report By
 BX0451  HISTORY     - 1941     MONUMENTED       CGS
 BX0451  HISTORY     - 1950     GOOD             CGS
 BX0451  HISTORY     - 1976     GOOD             NGS
 BX0451
 BX0451                          STATION DESCRIPTION
 BX0451
 BX0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0451'8.5 MI N FROM ROSEFIELD.
 BX0451'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0451'ROSEFIELD, THENCE 1.3 MILE EAST ALONG A DIRT ROAD, THENCE 2.2 MILES
 BX0451'NORTH ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 18 FEET EAST OF THE
 BX0451'CENTER LINE OF THE NORTH AND SOUTH ROAD, 51 FEET SOUTH OF THE CENTER
 BX0451'LINE OF THE EAST AND WEST ROAD, 104.8 FEET SOUTHEAST OF TRIANGULATION
 BX0451'STATION COPEN 1941, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX0451'0.2 FOOT ABOVE THE GROUND.
 BX0451
 BX0451                          STATION RECOVERY (1976)
 BX0451
 BX0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BX0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0980 ***********************************************************************
 AV0980  DESIGNATION -  COPP
 AV0980  PID         -  AV0980
 AV0980  STATE/COUNTY-  LA/CAMERON
 AV0980  USGS QUAD   -  HACKBERRY (1982)
 AV0980
 AV0980                         *CURRENT SURVEY CONTROL
 AV0980  ___________________________________________________________________
 AV0980* NAD 83(1992)-  29 58 11.65214(N)    093 21 21.59816(W)     ADJUSTED  
 AV0980* NAVD 88     -         1.26   (+/-2cm)       4.1  **(feet)  VERTCON   
 AV0980  **This station is located in a subsidence area (see below).
 AV0980  ___________________________________________________________________
 AV0980  X           -    -323,719.074 (meters)                     COMP
 AV0980  Y           -  -5,520,418.155 (meters)                     COMP
 AV0980  Z           -   3,167,471.013 (meters)                     COMP
 AV0980  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AV0980  ELLIP HEIGHT-         -25.99  (meters)          (06/26/02) GPS OBS
 AV0980  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AV0980
 AV0980  HORZ ORDER  -  FIRST
 AV0980  VERT ORDER  -  THIRD ? (See Below)
 AV0980  ELLP ORDER  -  FOURTH    CLASS II
 AV0980
 AV0980.The horizontal coordinates were established by GPS observations
 AV0980.and adjusted by the National Geodetic Survey in January 1993..
 AV0980
 AV0980 ** The orthometric height has not been validated since last determined
 AV0980 ** by differential leveling and should not be used for control purposes.
 AV0980 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0980 ** area with valid NAVD 88 orthometric heights.
 AV0980 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0980 ** epoch indicated which incorporates improved geoid heights for the
 AV0980 ** Southern Louisiana Subsidence area.
 AV0980 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0980.The vertical order pertains to the NGVD 29 superseded value.
 AV0980
 AV0980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0980
 AV0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0980
 AV0980.The ellipsoidal height was determined by GPS observations
 AV0980.and is referenced to NAD 83.
 AV0980
 AV0980.The geoid height was determined by GEOID03.
 AV0980
 AV0980;                    North         East     Units Scale Factor Converg.
 AV0980;SPC LA S     -   164,653.163   804,806.209   MT  0.99992589   -1 00 40.9
 AV0980;SPC LA S     -   540,199.59  2,640,435.04   sFT  0.99992589   -1 00 40.9
 AV0980;UTM  15      - 3,315,503.713   465,654.206   MT  0.99961455   -0 10 40.2
 AV0980
 AV0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0980!SPC LA S     -   1.00000408  x   0.99992589  =   0.99992997
 AV0980!UTM  15      -   1.00000408  x   0.99961455  =   0.99961863
 AV0980
 AV0980                          SUPERSEDED SURVEY CONTROL
 AV0980
 AV0980  ELLIP H (01/21/93)  -25.93   (m)                       GP(       ) 4 2
 AV0980  NAD 83(1986)-  29 58 11.67487(N)    093 21 21.59215(W) AD(       ) 1
 AV0980  NGVD 29 (05/20/88)    1.24   (m)            4.1    (f) LEVELING    3  
 AV0980
 AV0980.Superseded values are not recommended for survey control.
 AV0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0980.See file dsdata.txt to determine how the superseded data were derived.
 AV0980
 AV0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6565415504(NAD 83)
 AV0980_MARKER: DS = TRIANGULATION STATION DISK
 AV0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0980_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AV0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0980+STABILITY: SURFACE MOTION
 AV0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0980+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 AV0980
 AV0980  HISTORY     - Date     Condition        Report By
 AV0980  HISTORY     - 1987     MONUMENTED       LADTD
 AV0980  HISTORY     - 20050430 GOOD             USPSQD
 AV0980
 AV0980                          STATION DESCRIPTION
 AV0980
 AV0980'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AV0980'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 AV0980'SOUTH-SOUTHEAST OF HACKBERRY ON THE RIGHT-OF-WAY OF BEN WRIGHT ROAD.
 AV0980'OWNERSHIP--PARISH OF CAMERON.
 AV0980'
 AV0980'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND
 AV0980'390, JUST SOUTH OF HACKBERRY, GO SOUTH FOR 1.9 KM (1.2 MI) ON
 AV0980'HIGHWAY 27 TO A PARISH ROAD LEFT (BEN WRIGHT ROAD).
 AV0980'TURN LEFT AND GO EAST FOR 1.1 KM (0.7 MI) ON BEN WRIGHT ROAD TO THE
 AV0980'STATION ON THE LEFT JUST WEST OF A LEFT CURVE IN THE ROAD.
 AV0980'
 AV0980'THE STATION IS A STANDARD NGS DISK
 AV0980'STAMPED---COPP 1987---,
 AV0980'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0980'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0980'32.5 METERS (106.5 FT) NORTHWEST FROM THE CENTER OF A METAL GATE
 AV0980'ACROSS THE ROAD,
 AV0980'12.8 METERS (42 FT) EAST FROM A CORNER FENCE POST,
 AV0980'8.5 METERS (28 FT) NORTH FROM THE CENTER OF BEN WRIGHT ROAD,
 AV0980'0.9 METERS (3 FT) SOUTH FROM A FOUR STRAND BARBED WIRE FENCE AND
 AV0980'0.8 METERS (2.5 FT) SOUTH FROM A METAL WITNESS POST WITH A SIGN
 AV0980'ATTACHED.
 AV0980'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AV0980'STAMPED---COPP 1987---,
 AV0980'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AV0980'
 AV0980'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AV0980'STAMPED---COPP NO 1 1987---,
 AV0980'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0980'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0980'30.2 METERS (99 FT) NORTHWEST FROM THE CENTER OF A METAL GATE
 AV0980'ACROSS THE ROAD,
 AV0980'8.5 METERS (28 FT) NORTH FROM A FENCE CORNER POST,
 AV0980'8 METERS (26 FT) WEST FROM THE CENTER OF BEN WRIGHT ROAD AND
 AV0980'0.5 METERS (1.5 FT) EAST FROM A METAL WITNESS POST WITH A SIGN
 AV0980'ATTACHED.
 AV0980'MARK IS LEVEL WITH THE STATION.
 AV0980'
 AV0980'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AV0980'STAMPED---COPP NO 2 1987---,
 AV0980'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0980'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0980'13.3 METERS (43.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF BEN WRIGHT
 AV0980'ROAD,
 AV0980'9 METERS (29.5 FT) WEST FROM THE CENTER OF A METAL GATE LEADING TO
 AV0980'A POND,
 AV0980'0.6 METERS (2 FT) SOUTH FROM A FOUR STRAND BARBED WIRE FENCE AND
 AV0980'0.5 METERS (1.5 FT) SOUTH FROM A METAL WITNESS POST WITH A SIGN
 AV0980'ATTACHED.
 AV0980'MARK IS LEVEL WITH THE STATION.
 AV0980'
 AV0980'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 AV0980'STAMPED---COPP 1987---,
 AV0980'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0980'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0980'9 METERS (29.5 FT) SOUTH FROM THE CENTER OF BEN WRIGHT ROAD,
 AV0980'3.4 METERS (11 FT) EAST FROM THE CENTER OF A BARBED WIRE GATE,
 AV0980'3 METERS (10 FT) SOUTH FROM THE EAST END OF A CONCRETE CULVERT
 AV0980'UNDER A FIELD ROAD AND
 AV0980'0.5 METERS (1.5 FT) NORTH FROM A METAL WITNESS POST WITH A SIGN
 AV0980'ATTACHED.
 AV0980'TO REACH THE AZIMUTH FROM THE STATION,
 AV0980'GO WEST FOR 1 KM (0.6 MI) ON BEN WRIGHT ROAD TO THE MARK ON THE
 AV0980'RIGHT AND EAST OF A DRIVE LEADING INTO A FIELD.
 AV0980
 AV0980                          STATION RECOVERY (2005)
 AV0980
 AV0980'RECOVERY NOTE BY US POWER SQUADRON 2005 (LJT)
 AV0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0579 ***********************************************************************
 AV0579  DESIGNATION -  COPP AZ MK
 AV0579  PID         -  AV0579
 AV0579  STATE/COUNTY-  LA/CAMERON
 AV0579  USGS QUAD   -  HACKBERRY (1982)
 AV0579
 AV0579                         *CURRENT SURVEY CONTROL
 AV0579  ___________________________________________________________________
 AV0579* NAD 83(1992)-  29 58 10.99150(N)    093 21 58.48454(W)     ADJUSTED  
 AV0579* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0579  **This station is located in a subsidence area (see below).
 AV0579  ___________________________________________________________________
 AV0579  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AV0579  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AV0579  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AV0579  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 AV0579
 AV0579  HORZ ORDER  -  SECOND
 AV0579  VERT ORDER  -  THIRD (See Below)
 AV0579
 AV0579.The horizontal coordinates were established by classical geodetic methods
 AV0579.and adjusted by the National Geodetic Survey in January 1993..
 AV0579.No horizontal observational check was made to the station.
 AV0579
 AV0579 ** The orthometric height has not been validated since last determined
 AV0579 ** by differential leveling and should not be used for control purposes.
 AV0579 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0579 ** area with valid NAVD 88 orthometric heights.
 AV0579 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0579 ** epoch indicated which incorporates improved geoid heights for the
 AV0579 ** Southern Louisiana Subsidence area.
 AV0579 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0579.The orthometric height was scaled from a topographic map.
 AV0579.The vertical order pertains to the NGVD 29 superseded value.
 AV0579
 AV0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0579
 AV0579.The geoid height was determined by GEOID03.
 AV0579
 AV0579.The dynamic height is computed by dividing the NAVD 88
 AV0579.geopotential number by the normal gravity value computed on the
 AV0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0579.degrees latitude (g = 980.6199 gals.).
 AV0579
 AV0579.The modeled gravity was interpolated from observed gravity values.
 AV0579
 AV0579;                    North         East     Units Scale Factor Converg.
 AV0579;SPC LA S     -   164,650.323   803,817.158   MT  0.99992589   -1 00 59.3
 AV0579;SPC LA S     -   540,190.27  2,637,190.13   sFT  0.99992589   -1 00 59.3
 AV0579;UTM  15      - 3,315,486.490   464,665.609   MT  0.99961540   -0 10 58.6
 AV0579
 AV0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0579!SPC LA S     -   1.00000409  x   0.99992589  =   0.99992998
 AV0579!UTM  15      -   1.00000409  x   0.99961540  =   0.99961949
 AV0579
 AV0579                          SUPERSEDED SURVEY CONTROL
 AV0579
 AV0579  NAD 83(1986)-  29 58 11.01411(N)    093 21 58.47854(W) AD(       ) 2
 AV0579  NGVD 29 (05/20/88)    1.04   (m)            3.4    (f) LEVELING    3  
 AV0579
 AV0579.Superseded values are not recommended for survey control.
 AV0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0579.See file dsdata.txt to determine how the superseded data were derived.
 AV0579
 AV0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6466615486(NAD 83)
 AV0579_MARKER: DZ = AZIMUTH MARK DISK
 AV0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0579_SP_SET: CONCRETE POST
 AV0579_STAMPING: COPP 1987
 AV0579_MARK LOGO: NGS   
 AV0579_PROJECTION: FLUSH
 AV0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0579+STABILITY: SURFACE MOTION
 AV0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0579+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 AV0579
 AV0579  HISTORY     - Date     Condition        Report By
 AV0579  HISTORY     - 1987     MONUMENTED       LADTD
 AV0579  HISTORY     - 20050430 GOOD             USPSQD
 AV0579
 AV0579                          STATION DESCRIPTION
 AV0579
 AV0579'DESCRIBED BY LA TRANSP AND DEV 1987
 AV0579'2.2 KM (1.4 MI) SE FROM HACKBERRY.
 AV0579'1.9 KM (1.2 MI) SOUTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF
 AV0579'STATE HIGHWAYS 27 AND 390 IN HACKBERRY TO A PARISH ROAD (BEN RIGHT
 AV0579'ROAD), THENCE LEFT (SOUTH) FOR 0.3 KM (0.2 MI) TO THE MARK ON THE
 AV0579'RIGHT, 9 METERS (29.5 FEET) SOUTH OF THE CENTER OF BEN RIGHT ROAD,
 AV0579'3.5 METERS (11 FEET) EAST OF THE CENTER OF A BARBED WIRE GATE AND 3
 AV0579'METERS (10 FEET) SOUTH OF THE EAST END OF A CONCRETE CULVERT UNDER A
 AV0579'FIELD ROAD.
 AV0579'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 AV0579'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AV0579
 AV0579                          STATION RECOVERY (2005)
 AV0579
 AV0579'RECOVERY NOTE BY US POWER SQUADRON 2005 (LJT)
 AV0579'CORRECTED DESCRIPTION MARKER IS 29.5FT NORTH OF THE CENTER OF BEN
 AV0579'RIGHT ROAD AND 11FT WEST OF THE CENTER OF A BARGED WIRE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1532 ***********************************************************************
 CQ1532  DESIGNATION -  COPPER ROD
 CQ1532  PID         -  CQ1532
 CQ1532  STATE/COUNTY-  LA/RED RIVER
 CQ1532  USGS QUAD   -  COUSHATTA (1979)
 CQ1532
 CQ1532                         *CURRENT SURVEY CONTROL
 CQ1532  ___________________________________________________________________
 CQ1532* NAD 83(1986)-  32 00 48.     (N)    093 21 08.     (W)     SCALED    
 CQ1532* NAVD 88     -        45.17   (+/-2cm)     148.2    (feet)  VERTCON   
 CQ1532  ___________________________________________________________________
 CQ1532  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1532
 CQ1532  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1532
 CQ1532.The horizontal coordinates were scaled from a topographic map and have
 CQ1532.an estimated accuracy of +/- 6 seconds.
 CQ1532
 CQ1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1532.The vertical order pertains to the NGVD 29 superseded value.
 CQ1532
 CQ1532.The geoid height was determined by GEOID03.
 CQ1532
 CQ1532;                    North         East    Units  Estimated Accuracy
 CQ1532;SPC LA N     -   168,110.      919,490.      MT  (+/- 180 meters Scaled)
 CQ1532
 CQ1532                          SUPERSEDED SURVEY CONTROL
 CQ1532
 CQ1532  NGVD 29 (??/??/??)   45.226  (m)          148.38   (f) ADJUSTED    1 1
 CQ1532
 CQ1532.Superseded values are not recommended for survey control.
 CQ1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1532.See file dsdata.txt to determine how the superseded data were derived.
 CQ1532
 CQ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR667419(NAD 83)
 CQ1532_MARKER: Z = SEE DESCRIPTION
 CQ1532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1532_SP_SET: BRIDGE
 CQ1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1532
 CQ1532  HISTORY     - Date     Condition        Report By
 CQ1532  HISTORY     - UNK      MONUMENTED       DOD
 CQ1532  HISTORY     - 1969     GOOD             CGS
 CQ1532
 CQ1532                          STATION DESCRIPTION
 CQ1532
 CQ1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1532'0.65 MI W FROM COUSHATTA.
 CQ1532'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1532'SOUTHERN RAILWAY STATION AT COUSHATTA, 10 FEET NORTH OF THE CENTER
 CQ1532'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH CONCRETE FOUNDATION
 CQ1532'FOR THE NORTH CONCRETE GUARD RAIL ON THE CONCRETE AND STEEL HIGHWAY
 CQ1532'BRIDGE OVER THE RED RIVER, 3 1/2 FEET EAST OF A STEEL POLE WHICH
 CQ1532'SUPPORTS A SIGN, 5 FEET WEST OF THE EAST END OF THE NORTH CONCRETE
 CQ1532'GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SEC 38,
 CQ1532'T 12N, R 10W. A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1279 ***********************************************************************
 AT1279  DESIGNATION -  COQUILLE
 AT1279  PID         -  AT1279
 AT1279  STATE/COUNTY-  LA/ST BERNARD
 AT1279  USGS QUAD   -  BLACK BAY NORTH (1992)
 AT1279
 AT1279                         *CURRENT SURVEY CONTROL
 AT1279  ___________________________________________________________________
 AT1279* NAD 83(1992)-  29 43 31.40331(N)    089 33 51.78203(W)     ADJUSTED  
 AT1279* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1279  ___________________________________________________________________
 AT1279  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AT1279  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AT1279
 AT1279  HORZ ORDER  -  SECOND
 AT1279
 AT1279.The horizontal coordinates were established by classical geodetic methods
 AT1279.and adjusted by the National Geodetic Survey in May 1994..
 AT1279
 AT1279.The orthometric height was scaled from a topographic map.
 AT1279
 AT1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1279
 AT1279.The geoid height was determined by GEOID03.
 AT1279
 AT1279;                    North         East     Units Scale Factor Converg.
 AT1279;SPC LA S     -   137,148.904 1,171,129.770   MT  0.99993723   +0 53 04.2
 AT1279;SPC LA S     -   449,962.70  3,842,281.59   sFT  0.99993723   +0 53 04.2
 AT1279;UTM  16      - 3,291,110.529   251,950.596   MT  1.00035923   -1 16 19.9
 AT1279
 AT1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1279!SPC LA S     -   1.00000398  x   0.99993723  =   0.99994121
 AT1279!UTM  16      -   1.00000398  x   1.00035923  =   1.00036321
 AT1279
 AT1279|---------------------------------------------------------------------|
 AT1279| PID    Reference Object                     Distance      Geod. Az  |
 AT1279|                                                           dddmmss.s |
 AT1279| DD6555 COQUILLE RM 1                        28.801 METERS 00915     |
 AT1279| DD6556 COQUILLE RM 2                        19.000 METERS 27303     |
 AT1279| AT1339 LAKE LERY OIL DERRICK               APPROX.24.2 KM 2895615.3 |
 AT1279|---------------------------------------------------------------------|
 AT1279
 AT1279                          SUPERSEDED SURVEY CONTROL
 AT1279
 AT1279  NAD 83(1992)-  29 43 31.40421(N)    089 33 51.78259(W) AD(       ) 2
 AT1279  NAD 83(1986)-  29 43 31.41224(N)    089 33 51.78450(W) AD(       ) 2
 AT1279  NAD 27      -  29 43 30.66400(N)    089 33 51.58400(W) AD(       ) 2
 AT1279
 AT1279.Superseded values are not recommended for survey control.
 AT1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1279.See file dsdata.txt to determine how the superseded data were derived.
 AT1279
 AT1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5195191111(NAD 83)
 AT1279_MARKER: DS = TRIANGULATION STATION DISK
 AT1279_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1279_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1279
 AT1279  HISTORY     - Date     Condition        Report By
 AT1279  HISTORY     - 1934     MONUMENTED       CGS
 AT1279  HISTORY     - 1952     GOOD             CGS
 AT1279  HISTORY     - 1955     GOOD             CGS
 AT1279  HISTORY     - 1978     GOOD             LOCENG
 AT1279
 AT1279                          STATION DESCRIPTION
 AT1279
 AT1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1279'ON THE LARGE
 AT1279'ISLAND WHICH FORMS
 AT1279'THE SE SHORE OF LAKE COQUILLE, IN SOLID MARSH
 AT1279'GROUND ON THE EXTREME NORTHWESTERN
 AT1279'POINT OF THE ISLAND LOCALLY
 AT1279'KNOWN AS COQUILLE POINT, 30 METERS (98 FEET) FROM THE
 AT1279'EXTREME
 AT1279'WESTERN POINT, 60 METERS (197 FEET) SW OF THE SHORE LINE, AND 39
 AT1279'METERS (128 FEET)
 AT1279'N OF THE SHORE LINE.  THIS ISLAND IS DUE S FROM
 AT1279'THE ENTRANCE TO THE LAKE OF SECOND
 AT1279'TREE.  THE STATION IS MARKED
 AT1279'BY A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP
 AT1279'OF A TILE.
 AT1279'REFERENCE MARK NO. 1 IS A STANDARD BRONZE
 AT1279'REFERENCE DISK SET
 AT1279'IN CONCRETE, IS IN
 AT1279'SOLID MARSH GROUND 28.801 METERS
 AT1279'(94.49 FEET) FROM THE STATION
 AT1279'N 9 DEG 15 E.  REFERENCE MARK NO.
 AT1279'2 IS A STANDARD BRONZE
 AT1279'REFERENCE DISK SET IN CONCRETE, IS IN
 AT1279'SOLID MARSH GROUND
 AT1279'19.000 METERS (62.34 FEET) FROM THE STATION
 AT1279'N 86 DEG 57 MIN W.  THE
 AT1279'DISTANCE BETWEEN THE REFERENCE MARKS IS
 AT1279'36.176 METERS (118.69 FEET).
 AT1279
 AT1279                          STATION RECOVERY (1952)
 AT1279
 AT1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1279'STATION AND REFERENCE MARKS
 AT1279'RECOVERED IN GOOD
 AT1279'CONDITION.  NEW DESCRIPTION FOLLOWS-
 AT1279'
 AT1279'ON THE LARGE ISLAND WHICH FORMS THE SE SHORE OF LAKE COQUILLE,
 AT1279'IN MARSH GROUND ON
 AT1279'THE EXTREME NW POINT OF AN ARM EXTENDING NW
 AT1279'LOCALLY KNOWN AS COQUILLE POINT.
 AT1279'
 AT1279'STATION MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE-FILLED
 AT1279'TILE LEVEL WITH
 AT1279'THE GROUND AND IS STAMPED COQUILLE 1934.
 AT1279'IT IS 108 FEET N OF THE S
 AT1279'SHORELINE, 342 FEET E OF W TIP OF COQUILLE
 AT1279'POINT, AND 142 FEET S OF SHORELINE.
 AT1279'
 AT1279'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 AT1279'POST PROJECTING
 AT1279'ABOUT 4 INCHES ABOVE GROUND AND IS STAMPED
 AT1279'COQUILLE NO 1 1934.  IT IS 28.801
 AT1279'METERS (94.49 FEET) FROM THE
 AT1279'STATION N 9 DEG 15 MIN E.
 AT1279'
 AT1279'R.M. 2 IS A STANDARD DISK SET IN TOP OF A 12-INCH CONCRETE
 AT1279'POST PROJECTING
 AT1279'ABOUT 4 INCHES ABOVE GROUND AND IS STAMPED
 AT1279'COQUILLE NO 2 1934.  IT IS 19
 AT1279'METERS (62.34 FEET) FROM STATION
 AT1279'N 86 DEG 57 MIN W.
 AT1279'
 AT1279'THE DISTANCE BETWEEN REFERENCE MARKS IS 36.176 METERS
 AT1279'(118.69 FEET).
 AT1279
 AT1279                          STATION RECOVERY (1955)
 AT1279
 AT1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT1279'STATION AND REFERENCE
 AT1279'MARKS RECOVERED AS
 AT1279'DESCRIBED AND IN GOOD CONDITION.  FORMER
 AT1279'DESCRIPTION IS ADEQUATE.
 AT1279
 AT1279                          STATION RECOVERY (1978)
 AT1279
 AT1279'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (FLD)
 AT1279'COQUILLE 1934 EXCELLENT.  50 FEET S OF N SHORE, 60 FEET N OF S SHORE
 AT1279'RM NO. 2 FOUND IN GOOD CONDITION.
 AT1279'
 AT1279'DISTANCE AND DIRECTION FROM NEAREST TOWN--SE SHORE OF LK. COQUILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3115 ***********************************************************************
 CP3115  DESIGNATION -  CORAS BLUFF
 CP3115  PID         -  CP3115
 CP3115  STATE/COUNTY-  LA/MOREHOUSE
 CP3115  USGS QUAD   -  BONITA (1988)
 CP3115
 CP3115                         *CURRENT SURVEY CONTROL
 CP3115  ___________________________________________________________________
 CP3115* NAD 83(1992)-  32 56 50.30569(N)    091 44 07.18413(W)     ADJUSTED  
 CP3115* NAVD 88     -        40.95   (+/-2cm)     134.4    (feet)  VERTCON   
 CP3115  ___________________________________________________________________
 CP3115  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CP3115  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3115
 CP3115  HORZ ORDER  -  SECOND
 CP3115  VERT ORDER  -  THIRD ? (See Below)
 CP3115
 CP3115.The horizontal coordinates were established by classical geodetic methods
 CP3115.and adjusted by the National Geodetic Survey in September 1999..
 CP3115
 CP3115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3115.The vertical order pertains to the NGVD 29 superseded value.
 CP3115
 CP3115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3115
 CP3115.The geoid height was determined by GEOID03.
 CP3115
 CP3115;                    North         East     Units Scale Factor Converg.
 CP3115;SPC LA N     -   271,613.642 1,071,508.262   MT  1.00007604   +0 24 15.4
 CP3115;SPC LA N     -   891,119.09  3,515,440.02   sFT  1.00007604   +0 24 15.4
 CP3115;UTM  15      - 3,646,155.062   618,214.429   MT  0.99977231   +0 41 16.4
 CP3115
 CP3115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3115!SPC LA N     -   0.99999764  x   1.00007604  =   1.00007368
 CP3115!UTM  15      -   0.99999764  x   0.99977231  =   0.99976995
 CP3115
 CP3115|---------------------------------------------------------------------|
 CP3115| PID    Reference Object                     Distance      Geod. Az  |
 CP3115|                                                           dddmmss.s |
 CP3115| CY4147 CORAS BLUFF RM 2                     32.995 METERS 16026     |
 CP3115| CY4145 CORAS BLUFF AZ MK                                  1625707.8 |
 CP3115| CP3142 FIRE TOWER 4                        APPROX.11.0 KM 2594031.7 |
 CP3115| CP3146 BASTROP TEXAS GAS KKE 271 MAST      APPROX.11.3 KM 2764504.8 |
 CP3115|---------------------------------------------------------------------|
 CP3115
 CP3115                          SUPERSEDED SURVEY CONTROL
 CP3115
 CP3115  NAD 83(1992)-  32 56 50.30807(N)    091 44 07.18168(W) AD(       ) 2
 CP3115  NAD 83(1986)-  32 56 50.31857(N)    091 44 07.17701(W) AD(       ) 2
 CP3115  NAD 27      -  32 56 49.85438(N)    091 44 06.72756(W) AD(       ) 2
 CP3115  NGVD 29 (07/19/86)   41.03   (m)          134.6    (f) LEVELING    3  
 CP3115
 CP3115.Superseded values are not recommended for survey control.
 CP3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3115.See file dsdata.txt to determine how the superseded data were derived.
 CP3115
 CP3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1821446155(NAD 83)
 CP3115_MARKER: DS = TRIANGULATION STATION DISK
 CP3115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3115
 CP3115  HISTORY     - Date     Condition        Report By
 CP3115  HISTORY     - 1970     MONUMENTED       NGS
 CP3115
 CP3115                          STATION DESCRIPTION
 CP3115
 CP3115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3115'THE STATION IS ABOUT 11.0 MILES NORTHEAST OF LOG CABIN, 5.5
 CP3115'MILES WEST-SOUTHWEST OF JONES, 4.0 MILES SOUTH OF THE
 CP3115'ARKANSAS-LOUISIANA STATE LINE, 4.0 MILES NORTHWEST OF BONITA,
 CP3115'0.2 MILE SOUTHWEST OF BARTHOLOMEW BAYOU, IN THE SOUTHEAST 1/4
 CP3115'OF SECTION 27, T23N, R7E, AND ON LAND OWNED BY MR. J.W. BARHAM,
 CP3115'OAKRIDGE, LOUISIANA.  TELEPHONE NUMBER 244-6695.
 CP3115'
 CP3115'TO REACH THE STATION FROM THE POST OFFICE IN BONITA, GO
 CP3115'SOUTHWEST ON U.S. HIGHWAY 165 FOR 0.35 MILE TO THE JUNCTION
 CP3115'WITH STATE HIGHWAY 140.  TURN RIGHT AND GO WEST ON STATE
 CP3115'HIGHWAY 140 FOR 2.5 MILES TO THE JUNCTION WITH STATE HIGHWAY
 CP3115'833, CONTINUE WEST ON STATE HIGHWAY 140 FOR 0.8 MILE TO A
 CP3115'CHURCH AND A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST
 CP3115'ON THE PAVED ROAD FOR 0.85 MILE TO A GRAVELED SIDE ROAD
 CP3115'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE GRAVELED ROAD,
 CP3115'CROSSING BRIDGE OVER A BAYOU, FOR 0.6 MILE TO THE AZIMUTH
 CP3115'MARK ON THE RIGHT, CONTINUE NORTHERLY ON THE GRAVELED ROAD
 CP3115'FOR 0.2 MILE TO A TRACK ROAD LEFT AND THE STATION.
 CP3115'
 CP3115'STATION MARKS ARE STANDARD DISKS STAMPED CORAS BLUFF
 CP3115'1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CP3115'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE
 CP3115'THE GROUND SURFACE.  IT IS 54 FEET WEST-SOUTHWEST OF THE
 CP3115'CENTER OF THE GRAVELED ROAD, 41 FEET NORTHWEST OF THE CENTER
 CP3115'OF THE TRACK ROAD AND 5.8 FEET EAST OF A METAL WITNESS
 CP3115'POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 CP3115'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3115'
 CP3115'REFERENCE MARK 1, A STANDARD DISK STAMPED CORAS BLUFF NO 1 1970,
 CP3115'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3115'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 27
 CP3115'FEET EAST-NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 21 FEET
 CP3115'NORTHWEST OF A POWERLINE POLE AND 2 FEET WEST OF A WIRE FENCE.
 CP3115'
 CP3115'REFERENCE MARK 2, A STANDARD DISK STAMPED CORAS BLUFF NO 2
 CP3115'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3115'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 62 FEET
 CP3115'SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 39 FEET WEST OF
 CP3115'THE CENTER OF THE GRAVELED ROAD AND 4 FEET WEST OF THE EDGE
 CP3115'OF A 3 FEET BANK.
 CP3115'
 CP3115'THE AZIMUTH MARK, A STANDARD DISK STAMPED CORAS BLUFF 1970,
 CP3115'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3115'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET EAST
 CP3115'OF THE CENTER OF THE GRAVELED ROAD, 4.6 FEET NORTHWEST OF A
 CP3115'METAL WITNESS POST AND 3.5 FEET SOUTHWEST OF A POWERLINE POLE
 CP3115'WITH A TRANSFORMER.
 CP3115'
 CP3115'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THICK BRUSH
 CP3115'ON LINE.
 CP3115'
 CP3115'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3296 ***********************************************************************
 BJ3296  DESIGNATION -  CORE
 BJ3296  PID         -  BJ3296
 BJ3296  STATE/COUNTY-  LA/ST TAMMANY
 BJ3296  USGS QUAD   -  MARTINVILLE (1983)
 BJ3296
 BJ3296                         *CURRENT SURVEY CONTROL
 BJ3296  ___________________________________________________________________
 BJ3296* NAD 83(1992)-  30 36 55.40994(N)    090 12 25.82750(W)     ADJUSTED  
 BJ3296* NAVD 88     -        42.044  (meters)     137.94   (feet)  ADJUSTED  
 BJ3296  ___________________________________________________________________
 BJ3296  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ3296  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3296  DYNAMIC HT  -          41.990 (meters)     137.76  (feet)  COMP
 BJ3296  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3296
 BJ3296  HORZ ORDER  -  SECOND
 BJ3296  VERT ORDER  -  SECOND    CLASS I
 BJ3296
 BJ3296.The horizontal coordinates were established by classical geodetic methods
 BJ3296.and adjusted by the National Geodetic Survey in January 1993..
 BJ3296
 BJ3296.The orthometric height was determined by differential leveling
 BJ3296.and adjusted by the National Geodetic Survey in February 1994..
 BJ3296
 BJ3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3296
 BJ3296.The geoid height was determined by GEOID03.
 BJ3296
 BJ3296.The dynamic height is computed by dividing the NAVD 88
 BJ3296.geopotential number by the normal gravity value computed on the
 BJ3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3296.degrees latitude (g = 980.6199 gals.).
 BJ3296
 BJ3296.The modeled gravity was interpolated from observed gravity values.
 BJ3296
 BJ3296;                    North         East     Units Scale Factor Converg.
 BJ3296;SPC LA S     -   235,014.123 1,107,978.662   MT  0.99998310   +0 33 47.1
 BJ3296;SPC LA S     -   771,042.17  3,635,093.33   sFT  0.99998310   +0 33 47.1
 BJ3296;UTM  15      - 3,390,303.718   767,735.534   MT  1.00048438   +1 25 23.4
 BJ3296
 BJ3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3296!SPC LA S     -   0.99999767  x   0.99998310  =   0.99998077
 BJ3296!UTM  15      -   0.99999767  x   1.00048438  =   1.00048205
 BJ3296
 BJ3296|---------------------------------------------------------------------|
 BJ3296| PID    Reference Object                     Distance      Geod. Az  |
 BJ3296|                                                           dddmmss.s |
 BJ3296| BJ3294 CORE AZ MK                          201.245 METERS 07118     |
 BJ3296| BJ3295 CORE RM 1                            14.350 METERS 12333     |
 BJ3296| BJ4159 CORE LDH 1970 A POINT                14.752 METERS 13959     |
 BJ3296| BJ3298 CORE RM 3                            41.645 METERS 18342     |
 BJ3296| BJ4162 FOLSOM                              APPROX. 4.6 KM 1842843.7 |
 BJ3296| BJ3297 CORE RM 2                            19.324 METERS 20000     |
 BJ3296|---------------------------------------------------------------------|
 BJ3296
 BJ3296                          SUPERSEDED SURVEY CONTROL
 BJ3296
 BJ3296  NAD 83(1986)-  30 36 55.42308(N)    090 12 25.82517(W) AD(       ) 2
 BJ3296  NAD 27      -  30 36 54.74126(N)    090 12 25.52756(W) AD(       ) 2
 BJ3296  NGVD 29 (09/03/91)   42.04   (m)          137.9    (f) LEVELING    3  
 BJ3296
 BJ3296.Superseded values are not recommended for survey control.
 BJ3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3296.See file dsdata.txt to determine how the superseded data were derived.
 BJ3296
 BJ3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6773690304(NAD 83)
 BJ3296_MARKER: DS = TRIANGULATION STATION DISK
 BJ3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3296_SP_SET: CONCRETE POST
 BJ3296_STAMPING: CORE 1970
 BJ3296_MARK LOGO: LADH  
 BJ3296_PROJECTION: FLUSH
 BJ3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3296+STABILITY: SURFACE MOTION
 BJ3296
 BJ3296  HISTORY     - Date     Condition        Report By
 BJ3296  HISTORY     - 1970     MONUMENTED       LADH
 BJ3296  HISTORY     - 1979     GOOD             LADTD
 BJ3296  HISTORY     - 1982     GOOD             LADTD
 BJ3296
 BJ3296                          STATION DESCRIPTION
 BJ3296
 BJ3296'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ3296'THE STATION IS LOCATED 1.4 MILES SOUTHWEST OF FOLSOM, AND 12.4 MILES
 BJ3296'NORTHWEST OF COVINGTON, IN THE NORTHWEST 1/4 OF SECTION 16,
 BJ3296'T4S-R10E, AND ON PROPERTY OWNED BY HILLSIDE NURSERY.  IT IS 84.4
 BJ3296'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 40, 65.4 FEET NORTH OF
 BJ3296'A TELEPHONE CABLE JUNCTION BOX, 44 FEET NORTHWEST OF A FENCE,
 BJ3296'7.2 FEET SOUTH-SOUTHEAST OF A 30 INCH LIVE OAK TREE, AND
 BJ3296'2.70 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 BJ3296'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BJ3296'DISK, STAMPED CORE 1970 AND IS FLUSH WITH THE GROUND.
 BJ3296'
 BJ3296'REFERENCE MARK NO. 1 IS 47.02 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ3296'53 FEET SOUTHEAST OF A 30 INCH LIVE OAK TREE, 66.1 FEET NORTHEAST OF
 BJ3296'A TELEPHONE CABLE JUNCTION BOX, 48.95 FEET SOUTHEAST OF WITNESS
 BJ3296'POST AT THE STATION, 42 FEET NORTHWEST OF THE CENTER OF STATE
 BJ3296'HIGHWAY 40, AND 2.2 FEET NORTHWEST OF A FENCE.  IT IS A LOUISIANA
 BJ3296'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK,
 BJ3296'STAMPED CORE R.M. 1 1970, AND IS FLUSH WITH THE GROUND.
 BJ3296'
 BJ3296'REFERENCE MARK NO. 2 IS 63.35 FEET SOUTHWEST OF THE STATION.  IT IS
 BJ3296'67 FEET SOUTH OF A 30 INCH LIVE OAK TREE, 64.95 FEET SOUTH OF WITNESS
 BJ3296'POST AT THE STATION, 42.4 FEET NORTHWEST OF THE CENTER OF STATE
 BJ3296'HIGHWAY 40, 7.2 FEET WEST-NORTHWEST OF A TELEPHONE CABLE
 BJ3296'JUNCTION BOX NUMBER 604, AND 2.4 FEET NORTHWEST OF A FENCE.  IT IS A
 BJ3296'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BJ3296'DISK STAMPED CORE R.M. 2 1970, AND IS FLUSH WITH THE GROUND.
 BJ3296'
 BJ3296'THE AZIMUTH MARK IS 0.1 MILE EAST-NORTHEAST OF THE STATION.  IT IS
 BJ3296'34.1 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 40, 21.2 FEET
 BJ3296'EAST-SOUTHEAST OF THE EAST END OF A CULVERT UNDER THE HIGHWAY, 2.20
 BJ3296'FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND 1.9 FEET
 BJ3296'WEST-NORTHWEST OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF
 BJ3296'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED CORE AZ. MK.
 BJ3296'1970, PROJECTING 2 INCHES.
 BJ3296'
 BJ3296'TO REACH THE AZIMUTH MARK FROM STATION, DRIVE NORTHEAST ALONG STATE
 BJ3296'HIGHWAY 40 FOR 0.1 MILE TO MARK SET ON RIGHT AND EAST OF THE HIGHWAY
 BJ3296'NEAR A FENCE.
 BJ3296'
 BJ3296'TO REACH THE STATION FROM THE POST OFFICE IN FOLSOM ON STATE HIGHWAY
 BJ3296'25, AND AT JUNCTION OF STATE HIGHWAY 40, DRIVE SOUTHWEST ALONG STATE
 BJ3296'HIGHWAY 40 FOR 1.4 MILES TO STATION SET ON THE RIGHT AND NORTH OF
 BJ3296'THE HIGHWAY ON THE HILLSIDE NURSERY PROPERTY.
 BJ3296'
 BJ3296'INTERSECTION STATION--UNITED GAS MICRO-WAVE MAST, FOLSOM, LA.  ANGLE
 BJ3296'WAS TURNED TO CENTER OF MAST.
 BJ3296
 BJ3296                          STATION RECOVERY (1979)
 BJ3296
 BJ3296'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ3296'THE STATION WAS VISITED IN JUNE 1979 AND THE STATION MARK, REFERENCE
 BJ3296'MARK 1 AND REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BJ3296'CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE TO RECOVER THESE MARKS.
 BJ3296'AT THIS TIME CORE RM 3 WAS SET FOR A TRAVERSE POINT TO THE STATION.
 BJ3296'A DIFFERENCE OF 0.06 FEET WAS FOUND FROM THE STATION MARK TO REFERENCE
 BJ3296'MARK 2.  A DIFFERENCE OF 0.09 FEET WAS FOUND FROM REFERENCE MARK 1 TO
 BJ3296'REFERENCE MARK 2 ON THIS DATE.  THE ANGLES FROM REFERENCE MARK 1 TO
 BJ3296'REFERENCE MARK 2 AND AZIMUTH MARK. AND FROM REFERENCE MARK 2 TO THE
 BJ3296'AZIMUTH MARK CHECKED ADEQUATE TO THE 1970 DATA.
 BJ3296'
 BJ3296'REFERENCE MARK NO. 3 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3296'(NOW LADTD) DISK STAMPED---CORE 1970 RM 3 1979--- SET INTO THE
 BJ3296'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE
 BJ3296'GROUND LOCATED 23.8 METERS WSW FROM A RIGHT-OF-WAY MARKER, 13 METERS
 BJ3296'W FROM THE CENTER OF ROBERTS ROAD, 9.6 METERS SSE FROM THE CENTER OF
 BJ3296'THE STATE HIGHWAY, 3.7 METERS ENE FROM A METAL WITNESS POST WITH SIGN
 BJ3296'ATTACHED, AND 0.9 METERS LOWER THAN THE STATION.
 BJ3296
 BJ3296                          STATION RECOVERY (1982)
 BJ3296
 BJ3296'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3296'2.3 KM (1.4 MI) SW FROM FOLSOM.
 BJ3296'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO WEST ALONG
 BJ3296'STATE HIGHWAY 40 FOR 2.7 KM (1.7 MI) TO THE STATION ON THE RIGHT, 25.8
 BJ3296'METERS (84.5 FT) NORTHWEST OF THE CENTER OF STATE HIGHWAY 40, 20
 BJ3296'METERS (65.5 FT) NORTH OF A TELEPHONE CABLE JUNCTION BOX, 13.4 METERS
 BJ3296'(44 FT) NORTHWEST OF A FENCE, 2.1 METERS (7 FT) SOUTH-SOUTHEAST OF A
 BJ3296'30-INCH LIVE OAK TREE, 14.3 METERS (47 FT) NORTHWEST OF REFERENCE MARK
 BJ3296'CORE R.M. 1.
 BJ3296'THE MARK IS 0.82 METERS  SE FROM A WITNESS POST.
 BJ3296'THE MARK IS ABOVE LEVEL WITH LA 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3294 ***********************************************************************
 BJ3294  DESIGNATION -  CORE AZ MK
 BJ3294  PID         -  BJ3294
 BJ3294  STATE/COUNTY-  LA/ST TAMMANY
 BJ3294  USGS QUAD   -  MARTINVILLE (1983)
 BJ3294
 BJ3294                         *CURRENT SURVEY CONTROL
 BJ3294  ___________________________________________________________________
 BJ3294* NAD 83(1992)-  30 36 57.50459(N)    090 12 18.67043(W)     ADJUSTED  
 BJ3294* NAVD 88     -        39.620  (meters)     129.99   (feet)  ADJUSTED  
 BJ3294  ___________________________________________________________________
 BJ3294  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BJ3294  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3294  DYNAMIC HT  -          39.569 (meters)     129.82  (feet)  COMP
 BJ3294  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3294
 BJ3294  HORZ ORDER  -  SECOND
 BJ3294  VERT ORDER  -  SECOND    CLASS I
 BJ3294
 BJ3294.The horizontal coordinates were established by classical geodetic methods
 BJ3294.and adjusted by the National Geodetic Survey in January 1993..
 BJ3294.No horizontal observational check was made to the station.
 BJ3294
 BJ3294.The orthometric height was determined by differential leveling
 BJ3294.and adjusted by the National Geodetic Survey in February 1994..
 BJ3294
 BJ3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3294
 BJ3294.The geoid height was determined by GEOID03.
 BJ3294
 BJ3294.The dynamic height is computed by dividing the NAVD 88
 BJ3294.geopotential number by the normal gravity value computed on the
 BJ3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3294.degrees latitude (g = 980.6199 gals.).
 BJ3294
 BJ3294.The modeled gravity was interpolated from observed gravity values.
 BJ3294
 BJ3294;                    North         East     Units Scale Factor Converg.
 BJ3294;SPC LA S     -   235,080.500 1,108,168.642   MT  0.99998321   +0 33 50.7
 BJ3294;SPC LA S     -   771,259.94  3,635,716.62   sFT  0.99998321   +0 33 50.7
 BJ3294;UTM  15      - 3,390,372.974   767,924.591   MT  1.00048563   +1 25 27.1
 BJ3294
 BJ3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3294!SPC LA S     -   0.99999805  x   0.99998321  =   0.99998126
 BJ3294!UTM  15      -   0.99999805  x   1.00048563  =   1.00048368
 BJ3294
 BJ3294                          SUPERSEDED SURVEY CONTROL
 BJ3294
 BJ3294  NAD 83(1986)-  30 36 57.51776(N)    090 12 18.66812(W) AD(       ) 2
 BJ3294  NGVD 29 (09/03/91)   39.62   (m)          130.0    (f) LEVELING    3  
 BJ3294
 BJ3294.Superseded values are not recommended for survey control.
 BJ3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3294.See file dsdata.txt to determine how the superseded data were derived.
 BJ3294
 BJ3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6792590373(NAD 83)
 BJ3294_MARKER: DZ = AZIMUTH MARK DISK
 BJ3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3294_SP_SET: CONCRETE POST
 BJ3294_STAMPING: CORE AZIMUTH MARK 1970
 BJ3294_MARK LOGO: LADH  
 BJ3294_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3294+STABILITY: SURFACE MOTION
 BJ3294
 BJ3294  HISTORY     - Date     Condition        Report By
 BJ3294  HISTORY     - 1970     MONUMENTED       LADTD
 BJ3294  HISTORY     - 1979     GOOD             LADTD
 BJ3294  HISTORY     - 1982     GOOD             LADTD
 BJ3294
 BJ3294                          STATION DESCRIPTION
 BJ3294
 BJ3294'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3294'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 16, T5S,
 BJ3294'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3294'DEVELOPMENT.
 BJ3294'
 BJ3294'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 40 IN
 BJ3294'FOLSOM, DRIVE WEST ALONG HIGHWAY 40 FOR 2.9 KM (1.85 MILES) TO THE
 BJ3294'STATION ON THE LEFT.
 BJ3294'
 BJ3294'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3294'LADTD) DISK STAMPED---CORE AZ MK 1970--- SET INTO THE TOP OF A
 BJ3294'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE THE
 BJ3294'GROUND LOCATED 10.4 METERS SE FROM THE CENTER OF THE STATE HIGHWAY,
 BJ3294'6.4 METERS ESE FROM THE EAST END OF A CULVERT UNDER THE HIGHWAY, 4
 BJ3294'METERS SSW FROM THE SOUTHWEST CORNER OF A METAL BUILDING, 0.6 METERS
 BJ3294'WSW FROM A METAL WITNESS POST WITH SIGN ATTACHED, AND 0.6 METERS WNW
 BJ3294'FROM A FENCE.
 BJ3294
 BJ3294                          STATION RECOVERY (1982)
 BJ3294
 BJ3294'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3294'2.1 KM (1.3 MI) SW FROM FOLSOM.
 BJ3294'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO WEST ALONG
 BJ3294'STATE HIGHWAY 40 FOR 2.1 KM (1.3 MI) TO THE STATION ON THE LEFT, 10.4
 BJ3294'METERS (34 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 40, 6.4 METERS
 BJ3294'(21 FT) EAST-SOUTHEAST OF THE EAST END OF A CULVERT UNDER HIGHWAY,
 BJ3294'0.6 METERS (2 FT) WEST-NORTHWEST OF A FENCE.
 BJ3294'THE MARK IS 0.67 METERS  WSW FROM A WITNESS POST.
 BJ3294'THE MARK IS 0.15 M BELOW LA 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3295 ***********************************************************************
 BJ3295  DESIGNATION -  CORE RM 1
 BJ3295  PID         -  BJ3295
 BJ3295  STATE/COUNTY-  LA/ST TAMMANY
 BJ3295  USGS QUAD   -  MARTINVILLE (1983)
 BJ3295
 BJ3295                         *CURRENT SURVEY CONTROL
 BJ3295  ___________________________________________________________________
 BJ3295* NAD 83(1992)-  30 36 55.15244(N)    090 12 25.37847(W)     ADJUSTED  
 BJ3295* NAVD 88     -        41.971  (meters)     137.70   (feet)  ADJUSTED  
 BJ3295  ___________________________________________________________________
 BJ3295  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ3295  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3295  DYNAMIC HT  -          41.916 (meters)     137.52  (feet)  COMP
 BJ3295  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3295
 BJ3295  HORZ ORDER  -  SECOND
 BJ3295  VERT ORDER  -  SECOND    CLASS I
 BJ3295
 BJ3295.The horizontal coordinates were established by classical geodetic methods
 BJ3295.and adjusted by the National Geodetic Survey in January 1993..
 BJ3295.No horizontal observational check was made to the station.
 BJ3295
 BJ3295.The orthometric height was determined by differential leveling
 BJ3295.and adjusted by the National Geodetic Survey in February 1994..
 BJ3295
 BJ3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3295
 BJ3295.The geoid height was determined by GEOID03.
 BJ3295
 BJ3295.The dynamic height is computed by dividing the NAVD 88
 BJ3295.geopotential number by the normal gravity value computed on the
 BJ3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3295.degrees latitude (g = 980.6199 gals.).
 BJ3295
 BJ3295.The modeled gravity was interpolated from observed gravity values.
 BJ3295
 BJ3295;                    North         East     Units Scale Factor Converg.
 BJ3295;SPC LA S     -   235,006.312 1,107,990.699   MT  0.99998308   +0 33 47.4
 BJ3295;SPC LA S     -   771,016.54  3,635,132.82   sFT  0.99998308   +0 33 47.4
 BJ3295;UTM  15      - 3,390,296.084   767,747.693   MT  1.00048446   +1 25 23.6
 BJ3295
 BJ3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3295!SPC LA S     -   0.99999768  x   0.99998308  =   0.99998076
 BJ3295!UTM  15      -   0.99999768  x   1.00048446  =   1.00048214
 BJ3295
 BJ3295                          SUPERSEDED SURVEY CONTROL
 BJ3295
 BJ3295  NAD 83(1986)-  30 36 55.16558(N)    090 12 25.37613(W) AD(       ) 2
 BJ3295  NGVD 29 (09/03/91)   41.97   (m)          137.7    (f) LEVELING    3  
 BJ3295
 BJ3295.Superseded values are not recommended for survey control.
 BJ3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3295.See file dsdata.txt to determine how the superseded data were derived.
 BJ3295
 BJ3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6774890296(NAD 83)
 BJ3295_MARKER: DR = REFERENCE MARK DISK
 BJ3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3295_SP_SET: CONCRETE POST
 BJ3295_STAMPING: CORE R.M. 1 1970
 BJ3295_MARK LOGO: LADH  
 BJ3295_PROJECTION: FLUSH
 BJ3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3295+STABILITY: SURFACE MOTION
 BJ3295
 BJ3295  HISTORY     - Date     Condition        Report By
 BJ3295  HISTORY     - 1970     MONUMENTED       LADH
 BJ3295  HISTORY     - 1982     GOOD             LADTD
 BJ3295
 BJ3295                          STATION DESCRIPTION
 BJ3295
 BJ3295'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3295'2.3 KM (1.4 MI) SW FROM FOLSOM.
 BJ3295'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO WEST ALONG
 BJ3295'STATE HIGHWAY 40 FOR 2.7 KM (1.7 MI) TO THE STATION ON THE RIGHT, 14.3
 BJ3295'METERS (47 FT) SOUTHEAST OF BENCH MARK CORE, 16.2 METERS (53 FT)
 BJ3295'SOUTHEAST OF A 30-INCH LIVE OAK TREE, 20.1 METERS (66 FT) NORTHEAST OF
 BJ3295'A TELEPHONE CABLE JUNCTION BOX, 12.8 METERS (42 FT) NORTHWEST OF THE
 BJ3295'CENTER OF STATE HIGHWAY 40, 0.6 METERS (2 FT) NORTHWEST OF A FENCE.
 BJ3295'THE MARK IS 1.49 METERS  SE FROM A WITNESS POST.
 BJ3295'THE MARK IS ABOVE LEVEL WITH LA 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3297 ***********************************************************************
 BJ3297  DESIGNATION -  CORE RM 2
 BJ3297  PID         -  BJ3297
 BJ3297  STATE/COUNTY-  LA/ST TAMMANY
 BJ3297  USGS QUAD   -  MARTINVILLE (1983)
 BJ3297
 BJ3297                         *CURRENT SURVEY CONTROL
 BJ3297  ___________________________________________________________________
 BJ3297* NAD 83(1992)-  30 36 54.82032(N)    090 12 26.07573(W)     ADJUSTED  
 BJ3297* NAVD 88     -        41.923  (meters)     137.54   (feet)  ADJUSTED  
 BJ3297  ___________________________________________________________________
 BJ3297  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ3297  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3297  DYNAMIC HT  -          41.868 (meters)     137.36  (feet)  COMP
 BJ3297  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3297
 BJ3297  HORZ ORDER  -  SECOND
 BJ3297  VERT ORDER  -  SECOND    CLASS I
 BJ3297
 BJ3297.The horizontal coordinates were established by classical geodetic methods
 BJ3297.and adjusted by the National Geodetic Survey in January 1993..
 BJ3297.No horizontal observational check was made to the station.
 BJ3297
 BJ3297.The orthometric height was determined by differential leveling
 BJ3297.and adjusted by the National Geodetic Survey in February 1994..
 BJ3297
 BJ3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3297
 BJ3297.The geoid height was determined by GEOID03.
 BJ3297
 BJ3297.The dynamic height is computed by dividing the NAVD 88
 BJ3297.geopotential number by the normal gravity value computed on the
 BJ3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3297.degrees latitude (g = 980.6199 gals.).
 BJ3297
 BJ3297.The modeled gravity was interpolated from observed gravity values.
 BJ3297
 BJ3297;                    North         East     Units Scale Factor Converg.
 BJ3297;SPC LA S     -   234,995.902 1,107,972.229   MT  0.99998307   +0 33 47.0
 BJ3297;SPC LA S     -   770,982.39  3,635,072.22   sFT  0.99998307   +0 33 47.0
 BJ3297;UTM  15      - 3,390,285.393   767,729.372   MT  1.00048434   +1 25 23.2
 BJ3297
 BJ3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3297!SPC LA S     -   0.99999769  x   0.99998307  =   0.99998076
 BJ3297!UTM  15      -   0.99999769  x   1.00048434  =   1.00048202
 BJ3297
 BJ3297                          SUPERSEDED SURVEY CONTROL
 BJ3297
 BJ3297  NAD 83(1986)-  30 36 54.83345(N)    090 12 26.07340(W) AD(       ) 2
 BJ3297  NGVD 29 (09/03/91)   41.92   (m)          137.5    (f) LEVELING    3  
 BJ3297
 BJ3297.Superseded values are not recommended for survey control.
 BJ3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3297.See file dsdata.txt to determine how the superseded data were derived.
 BJ3297
 BJ3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6772990285(NAD 83)
 BJ3297_MARKER: DR = REFERENCE MARK DISK
 BJ3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3297_SP_SET: CONCRETE POST
 BJ3297_STAMPING: CORE R.M. 2 1970
 BJ3297_MARK LOGO: LADH  
 BJ3297_PROJECTION: FLUSH
 BJ3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3297+STABILITY: SURFACE MOTION
 BJ3297
 BJ3297  HISTORY     - Date     Condition        Report By
 BJ3297  HISTORY     - 1970     MONUMENTED       LADH
 BJ3297  HISTORY     - 1982     GOOD             LADTD
 BJ3297
 BJ3297                          STATION DESCRIPTION
 BJ3297
 BJ3297'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3297'2.3 KM (1.4 MI) SW FROM FOLSOM.
 BJ3297'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO WEST ALONG
 BJ3297'STATE HIGHWAY 40 FOR 2.7 KM (1.7 MI) TO THE STATION ON THE RIGHT,
 BJ3297'19.2 METERS (63 FT) SOUTHWEST OF TRIANGULATION STATION CORE,
 BJ3297'20.4 METERS (67 FT) SOUTH OF A 30-INCH LIVE OAK TREE, 12.8 METERS
 BJ3297'(42 FT) NORTHWEST OF THE CENTER OF STATE HIGHWAY 40, 2.1 METERS (7 FT)
 BJ3297'WEST-NORTHWEST OF A TELEPHONE CABLE JUNCTION BOX, 0.8 METER (2.5 FT)
 BJ3297'NORTHWEST OF A FENCE.
 BJ3297'THE MARK IS 19.8 METERS  S FROM A WITNESS POST.
 BJ3297'THE MARK IS ABOVE LEVEL WITH LA 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3298 ***********************************************************************
 BJ3298  DESIGNATION -  CORE RM 3
 BJ3298  PID         -  BJ3298
 BJ3298  STATE/COUNTY-  LA/ST TAMMANY
 BJ3298  USGS QUAD   -  MARTINVILLE (1983)
 BJ3298
 BJ3298                         *CURRENT SURVEY CONTROL
 BJ3298  ___________________________________________________________________
 BJ3298* NAD 83(1992)-  30 36 54.06044(N)    090 12 25.92840(W)     ADJUSTED  
 BJ3298* NAVD 88     -        41.597  (meters)     136.47   (feet)  ADJUSTED  
 BJ3298  ___________________________________________________________________
 BJ3298  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ3298  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3298  DYNAMIC HT  -          41.543 (meters)     136.30  (feet)  COMP
 BJ3298  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3298
 BJ3298  HORZ ORDER  -  SECOND
 BJ3298  VERT ORDER  -  SECOND    CLASS I
 BJ3298
 BJ3298.The horizontal coordinates were established by classical geodetic methods
 BJ3298.and adjusted by the National Geodetic Survey in January 1993..
 BJ3298
 BJ3298.The orthometric height was determined by differential leveling
 BJ3298.and adjusted by the National Geodetic Survey in February 1994..
 BJ3298
 BJ3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3298
 BJ3298.The geoid height was determined by GEOID03.
 BJ3298
 BJ3298.The dynamic height is computed by dividing the NAVD 88
 BJ3298.geopotential number by the normal gravity value computed on the
 BJ3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3298.degrees latitude (g = 980.6199 gals.).
 BJ3298
 BJ3298.The modeled gravity was interpolated from observed gravity values.
 BJ3298
 BJ3298;                    North         East     Units Scale Factor Converg.
 BJ3298;SPC LA S     -   234,972.542 1,107,976.383   MT  0.99998303   +0 33 47.1
 BJ3298;SPC LA S     -   770,905.75  3,635,085.85   sFT  0.99998303   +0 33 47.1
 BJ3298;UTM  15      - 3,390,262.086   767,733.878   MT  1.00048437   +1 25 23.3
 BJ3298
 BJ3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3298!SPC LA S     -   0.99999774  x   0.99998303  =   0.99998077
 BJ3298!UTM  15      -   0.99999774  x   1.00048437  =   1.00048211
 BJ3298
 BJ3298                          SUPERSEDED SURVEY CONTROL
 BJ3298
 BJ3298  NAD 83(1986)-  30 36 54.07362(N)    090 12 25.92605(W) AD(       ) 2
 BJ3298  NGVD 29 (09/03/91)   41.60   (m)          136.5    (f) LEVELING    3  
 BJ3298
 BJ3298.Superseded values are not recommended for survey control.
 BJ3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3298.See file dsdata.txt to determine how the superseded data were derived.
 BJ3298
 BJ3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6773490262(NAD 83)
 BJ3298_MARKER: DR = REFERENCE MARK DISK
 BJ3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3298_SP_SET: CONCRETE POST
 BJ3298_STAMPING: CORE 1970 RM 3 1979
 BJ3298_MARK LOGO: LADH  
 BJ3298_PROJECTION: RECESSED 15 CENTIMETERS
 BJ3298_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3298+STABILITY: SURFACE MOTION
 BJ3298
 BJ3298  HISTORY     - Date     Condition        Report By
 BJ3298  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3298  HISTORY     - 1982     GOOD             LADTD
 BJ3298
 BJ3298                          STATION DESCRIPTION
 BJ3298
 BJ3298'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3298'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 16, T5S,
 BJ3298'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3298'DEVELOPMENT.
 BJ3298'
 BJ3298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 40 IN
 BJ3298'FOLSOM, DRIVE WEST ALONG HIGHWAY 40 FOR 3.2 KM (2 MILES) TO THE
 BJ3298'STATION ON THE LEFT NEAR A GRAVEL DRIVE INTO A BRICK HOUSE.
 BJ3298'
 BJ3298'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3298'LADTD) DISK STAMPED---CORE 1970 RM3 1979--- SET INTO THE TOP OF
 BJ3298'A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 BJ3298'LOCATED 23.8 METERS WSW FROM A RIGHT-OF-WAY MARKER, 15.5 METERS W
 BJ3298'FROM A POWER POLE, 13 METERS WSW FROM THE CENTER OF ROBERTS ROAD, 9.6
 BJ3298'METERS SSE FROM THE CENTER OF THE STATE HIGHWAY, AND 3.7 METERS ENE
 BJ3298'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3298'
 BJ3298'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3298'(NOW LADTD) DISK STAMPED---CORE 1970 RM 3 1979--- SET INTO AN
 BJ3298'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3298
 BJ3298                          STATION RECOVERY (1982)
 BJ3298
 BJ3298'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3298'2.3 KM (1.4 MI) SW FROM FOLSOM.
 BJ3298'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO WEST ALONG
 BJ3298'STATE HIGHWAY 40 FOR 2.7 KM (1.7 MI) TO THE STATION ON THE LEFT AND
 BJ3298'WEST OF ROBERTS ROAD, 23.8 METERS (78 FT) WEST-SOUTHWEST OF A
 BJ3298'RIGHT-OF-WAY MARKER, 17.2 METERS (56.5 FT) NORTH-NORTHWEST OF A
 BJ3298'TELEPHONE REPAIR BOX, 15.5 METERS (51 FT) WEST OF A POWER POLE,
 BJ3298'13 METERS (42.6 FT) WEST OF THE CENTER OF ROBERTS ROAD, 9.6 METERS
 BJ3298'(31.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 40.
 BJ3298'THE MARK IS 3.66 METERS  ENE FROM A WITNESS POST.
 BJ3298'THE MARK IS 0.46 M BELOW LA 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2770 ***********************************************************************
 CQ2770  DESIGNATION -  COREY
 CQ2770  PID         -  CQ2770
 CQ2770  STATE/COUNTY-  LA/CALDWELL
 CQ2770  USGS QUAD   -  RIVERTON (1989)
 CQ2770
 CQ2770                         *CURRENT SURVEY CONTROL
 CQ2770  ___________________________________________________________________
 CQ2770* NAD 83(1992)-  32 12 44.49179(N)    092 06 49.73383(W)     ADJUSTED  
 CQ2770* NAVD 88     -        20.5    (meters)      67.     (feet)  VERTCON   
 CQ2770  ___________________________________________________________________
 CQ2770  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CQ2770  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ2770
 CQ2770  HORZ ORDER  -  SECOND
 CQ2770
 CQ2770.The horizontal coordinates were established by classical geodetic methods
 CQ2770.and adjusted by the National Geodetic Survey in January 1993..
 CQ2770
 CQ2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2770
 CQ2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2770
 CQ2770.The geoid height was determined by GEOID03.
 CQ2770
 CQ2770;                    North         East     Units Scale Factor Converg.
 CQ2770;SPC LA N     -   189,923.611 1,036,404.779   MT  0.99992791   +0 12 15.0
 CQ2770;SPC LA N     -   623,107.71  3,400,271.35   sFT  0.99992791   +0 12 15.0
 CQ2770;UTM  15      - 3,564,318.750   583,512.863   MT  0.99968601   +0 28 20.7
 CQ2770
 CQ2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2770!SPC LA N     -   1.00000083  x   0.99992791  =   0.99992874
 CQ2770!UTM  15      -   1.00000083  x   0.99968601  =   0.99968684
 CQ2770
 CQ2770|---------------------------------------------------------------------|
 CQ2770| PID    Reference Object                     Distance      Geod. Az  |
 CQ2770|                                                           dddmmss.s |
 CQ2770| CY4149 COREY RM 1                           28.865 METERS 02505     |
 CQ2770| CQ2769 COREY LADH RM 2 1971                  9.691 METERS 07135     |
 CQ2770| CQ2766 RIVERTON KNOE TV TWR                APPROX. 4.4 KM 1121012.1 |
 CQ2770| CY4148 COREY AZ MK                                        1773331.6 |
 CQ2770|---------------------------------------------------------------------|
 CQ2770
 CQ2770                          SUPERSEDED SURVEY CONTROL
 CQ2770
 CQ2770  NAD 83(1986)-  32 12 44.50582(N)    092 06 49.72584(W) AD(       ) 2
 CQ2770  NAD 27      -  32 12 43.95296(N)    092 06 49.23598(W) AD(       ) 2
 CQ2770  NGVD 29 (07/19/86)   20.5    (m)           67.     (f) VERT ANG       
 CQ2770
 CQ2770.Superseded values are not recommended for survey control.
 CQ2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2770.See file dsdata.txt to determine how the superseded data were derived.
 CQ2770
 CQ2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8351364319(NAD 83)
 CQ2770_MARKER: DD = SURVEY DISK
 CQ2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2770
 CQ2770  HISTORY     - Date     Condition        Report By
 CQ2770  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2770
 CQ2770                          STATION DESCRIPTION
 CQ2770
 CQ2770'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2770'THE STATION IS LOCATED 8.5 MILES NORTH OF COLUMBIA, 20 MILES
 CQ2770'SOUTH OF MONROE, AND 21 MILES WEST-SOUTHWEST OF MANGHAM, IN
 CQ2770'THE SOUTHEAST 1/4 OF SECTION 1, T14N, R3E, AND ON THE
 CQ2770'PROPERTY OWNED BY ROLAND MC KEITHEN ETALS, ADDRESS MAC ROLAND,
 CQ2770'COLUMBIA, LOUISIANA, TELEPHONE 649-2380.
 CQ2770'
 CQ2770'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA GO
 CQ2770'NORTH ON U.S. HIGHWAY 165 FOR 9.35 MILES TO COREYS
 CQ2770'COMMUNITY STORE AND STATION ON THE LEFT.  THE STATION IS SET
 CQ2770'NORTHEAST OF THE STORE.
 CQ2770'
 CQ2770'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH
 CQ2770'ALONG U.S. HIGHWAY 165 FOR 0.8 MILE TO THE MARK WHICH IS SET
 CQ2770'ON THE LEFT AND EAST OF THE HIGHWAY NEAR A FIELD ROAD.
 CQ2770'
 CQ2770'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2770'HIGHWAYS AND U.S.  COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2770'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2770'FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN
 CQ2770'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW
 CQ2770'THE GROUND SURFACE.  THEY ARE STAMPED COREY 1971.  THE MARK
 CQ2770'IS 84 FEET WEST OF THE CENTER OF U.S. HIGHWAY 165, 82 FEET
 CQ2770'NORTH OF THE NORTHEAST CORNER OF COREYS STORE, 45 FEET WEST
 CQ2770'OF THE NORTH END OF A CONCRETE CULVERT, 36 FEET
 CQ2770'WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND 34 FEET
 CQ2770'WEST-SOUTHWEST OF POWER POLE NUMBER 35.
 CQ2770'
 CQ2770'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2770'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2770'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2770'FLUSH WITH THE GROUND.  IT IS STAMPED COREY R.M. 1 1971.  IT
 CQ2770'IS 96 FEET NORTH OF THE NORTH END OF A CONCRETE CULVERT,
 CQ2770'80 FEET NORTH OF POWER POLE NUMBER 35, 74 FEET SOUTHEAST OF
 CQ2770'THE SOUTH POLE ON A TRANSMISSION LINE, AND 50 FEET WEST OF
 CQ2770'THE CENTER OF U.S. HIGHWAY 165.
 CQ2770'
 CQ2770'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2770'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2770'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2770'FLUSH WITH THE GROUND.  IT IS STAMPED COREY R.M. 2 1971.  IT
 CQ2770'IS 103 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF COREYS
 CQ2770'STORE, 54 FEET WEST OF THE CENTER OF U.S. HIGHWAY 165, 25
 CQ2770'FEET NORTHWEST OF A CONCRETE CULVERT, AND 5 FEET NORTHWEST OF
 CQ2770'POWER POLE NUMBER 35.
 CQ2770'
 CQ2770'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2770'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2770'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2770'FLUSH WITH THE GROUND.  IT IS STAMPED COREY AZ. MK. 1971.  IT
 CQ2770'IS 300 FEET EAST-SOUTHEAST OF A 36 INCH PECAN TREE, 200 FEET
 CQ2770'NORTHWEST OF THE CENTER OF A ROAD LEADING TO THE SYNOPE
 CQ2770'PLANTATION, 63 FEET EAST-NORTHEAST OF THE CENTER OF A FIELD
 CQ2770'ROAD, 45 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 165,
 CQ2770'AND 1.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND
 CQ2770'SIGN.
 CQ2770'
 CQ2770'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0978 ***********************************************************************
 BX0978  DESIGNATION -  CORNELL AZ MK
 BX0978  PID         -  BX0978
 BX0978  STATE/COUNTY-  LA/RAPIDES
 BX0978  USGS QUAD   -  LECOMPTE (1992)
 BX0978
 BX0978                         *CURRENT SURVEY CONTROL
 BX0978  ___________________________________________________________________
 BX0978* NAD 83(1986)-  31 04 36.     (N)    092 25 07.     (W)     SCALED    
 BX0978* NAVD 88     -        32.84   (+/-2cm)     107.7    (feet)  VERTCON   
 BX0978  ___________________________________________________________________
 BX0978  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0978
 BX0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0978
 BX0978.The horizontal coordinates were scaled from a topographic map and have
 BX0978.an estimated accuracy of +/- 6 seconds.
 BX0978
 BX0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0978.The vertical order pertains to the NGVD 29 superseded value.
 BX0978
 BX0978.The geoid height was determined by GEOID03.
 BX0978
 BX0978;                    North         East    Units  Estimated Accuracy
 BX0978;SPC LA N     -    63,940.    1,007,770.      MT  (+/- 180 meters Scaled)
 BX0978
 BX0978                          SUPERSEDED SURVEY CONTROL
 BX0978
 BX0978  NGVD 29 (??/??/??)   32.815  (m)          107.66   (f) ADJUSTED    2 0
 BX0978
 BX0978.Superseded values are not recommended for survey control.
 BX0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0978.See file dsdata.txt to determine how the superseded data were derived.
 BX0978
 BX0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ554382(NAD 83)
 BX0978_MARKER: DZ = AZIMUTH MARK DISK
 BX0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0978_STAMPING: CORNELL AZIMUTH 1934
 BX0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0978+STABILITY: SURFACE MOTION
 BX0978
 BX0978  HISTORY     - Date     Condition        Report By
 BX0978  HISTORY     - 1934     MONUMENTED       CGS
 BX0978  HISTORY     - 1968     GOOD             LADTD
 BX0978  HISTORY     - 1979     GOOD             LADTD
 BX0978  HISTORY     - 19990424 GOOD             USPSQD
 BX0978
 BX0978                          STATION DESCRIPTION
 BX0978
 BX0978'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0978'1.47 MI W FROM LECOMPTE.
 BX0978'ABOUT 1.47 MILES WEST ALONG LOUISIANA HIGHWAY 112 FROM THE HIGH SCHOOL
 BX0978'AT LECOMPTE.  ABOUT 0.47 MILES WEST OF B.M. NO. 40V1.  64 FEET
 BX0978'NORTHWEST OF THE CENTER OF LOUISIANA HIGHWAY 112.  16 FEET WEST OF
 BX0978'CENTER OF DIM ROAD LEADING NORTH.  4 FEET SOUTH OF WEST END OF METAL
 BX0978'GATE.  145 FEET SOUTHWEST OF A 24 INCH OAK TREE.  SET IN CONCRETE POST
 BX0978'PROJECTING 10 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT
 BX0978'NORTH OF THE MARK.  SECTION 1, T 1N, R 1W.
 BX0978
 BX0978                          STATION RECOVERY (1979)
 BX0978
 BX0978'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0978'RECOVERED IN GOOD CONDITION.
 BX0978
 BX0978                          STATION RECOVERY (1999)
 BX0978
 BX0978'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0981 ***********************************************************************
 BX0981  DESIGNATION -  CORNELL RESET
 BX0981  PID         -  BX0981
 BX0981  STATE/COUNTY-  LA/RAPIDES
 BX0981  USGS QUAD   -  LECOMPTE (1992)
 BX0981
 BX0981                         *CURRENT SURVEY CONTROL
 BX0981  ___________________________________________________________________
 BX0981* NAD 83(1992)-  31 04 31.95729(N)    092 25 15.16319(W)     ADJUSTED  
 BX0981* NAVD 88     -        36.82   (+/-2cm)     120.8    (feet)  VERTCON   
 BX0981  ___________________________________________________________________
 BX0981  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BX0981  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0981
 BX0981  HORZ ORDER  -  FIRST
 BX0981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0981
 BX0981.The horizontal coordinates were established by classical geodetic methods
 BX0981.and adjusted by the National Geodetic Survey in January 1993..
 BX0981
 BX0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0981.The vertical order pertains to the NGVD 29 superseded value.
 BX0981
 BX0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0981
 BX0981.The geoid height was determined by GEOID03.
 BX0981
 BX0981;                    North         East     Units Scale Factor Converg.
 BX0981;SPC LA N     -    63,818.006 1,007,550.626   MT  1.00002191   +0 02 30.6
 BX0981;SPC LA N     -   209,376.24  3,305,605.68   sFT  1.00002191   +0 02 30.6
 BX0981;SPC LA S     -   285,993.535   896,207.786   MT  1.00010144   -0 32 37.6
 BX0981;SPC LA S     -   938,297.12  2,940,308.38   sFT  1.00010144   -0 32 37.6
 BX0981;UTM  15      - 3,438,118.232   555,243.244   MT  0.99963764   +0 17 56.2
 BX0981
 BX0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0981!SPC LA N     -   0.99999845  x   1.00002191  =   1.00002036
 BX0981!SPC LA S     -   0.99999845  x   1.00010144  =   1.00009989
 BX0981!UTM  15      -   0.99999845  x   0.99963764  =   0.99963609
 BX0981
 BX0981:                Primary Azimuth Mark                     Grid Az
 BX0981:SPC LA N     -  ALEXANDRIA S BASE                        001 08 08.8
 BX0981:SPC LA S     -  ALEXANDRIA S BASE                        001 43 17.0
 BX0981:UTM  15      -  ALEXANDRIA S BASE                        000 52 43.2
 BX0981
 BX0981|---------------------------------------------------------------------|
 BX0981| PID    Reference Object                     Distance      Geod. Az  |
 BX0981|                                                           dddmmss.s |
 BX0981| BX2622 ALEXANDRIA S BASE                   APPROX.11.1 KM 0011039.4 |
 BX0981| BX2611 LECOMPTE MUNICIPAL TANK             APPROX. 2.4 KM 0570525.1 |
 BX0981| BX0978 CORNELL AZ MK                                      0571223.2 |
 BX0981| BX0980 CORNELL RM 1                         53.035 METERS 10118     |
 BX0981| BX2612 MEEKER SUGAR REFINERY STACK         APPROX. 4.3 KM 1155342.1 |
 BX0981| BX2606 CHENEYVILLE MUN TANK                APPROX.14.1 KM 1195942.0 |
 BX0981| BX2618 FOREST HILL LANGFORD TELE MAST      APPROX. 8.3 KM 2394034.2 |
 BX0981| BX2617 FOREST HILL TENN GAS CO MICRO       APPROX. 7.2 KM 2562643.5 |
 BX0981| BX2625 WOODWORTH SE STATE FIRE TOWER       APPROX. 8.6 KM 3244140.9 |
 BX0981| BX2623 WOODWORTH STATE FIRE TWR            APPROX. 8.6 KM 3245210.6 |
 BX0981| CY4150 CORNELL RM 2                         37.015 METERS 34006     |
 BX0981| BX0979 CORNELL RM 3                         18.265 METERS 35256     |
 BX0981|---------------------------------------------------------------------|
 BX0981
 BX0981                          SUPERSEDED SURVEY CONTROL
 BX0981
 BX0981  NAD 83(1986)-  31 04 31.97734(N)    092 25 15.15724(W) AD(       ) 1
 BX0981  NAD 27      -  31 04 31.29722(N)    092 25 14.67189(W) AD(       ) 1
 BX0981  NGVD 29 (??/??/??)   36.799  (m)          120.73   (f) ADJUSTED    2 0
 BX0981
 BX0981.Superseded values are not recommended for survey control.
 BX0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0981.See file dsdata.txt to determine how the superseded data were derived.
 BX0981
 BX0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5524338118(NAD 83)
 BX0981_MARKER: DS = TRIANGULATION STATION DISK
 BX0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0981_STAMPING: CORNELL 1934 1960
 BX0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0981+STABILITY: SURFACE MOTION
 BX0981
 BX0981  HISTORY     - Date     Condition        Report By
 BX0981  HISTORY     - 1934     MONUMENTED       CGS
 BX0981  HISTORY     - 1960     POOR             CGS
 BX0981  HISTORY     - 1968     GOOD             LADH
 BX0981  HISTORY     - 1968     GOOD             LADTD
 BX0981  HISTORY     - 1969     GOOD             CGS
 BX0981  HISTORY     - 1979     GOOD             LADTD
 BX0981  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0981
 BX0981                          STATION DESCRIPTION
 BX0981
 BX0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX0981'STATION LOCATED ABOUT 1.5 MILES SW OF LE COMPTE AND 7 MILES
 BX0981'NE OF FOREST HILL, A FEW HUNDRED YARDS E OF THE LOUISIANA
 BX0981'MERIDIAN, IN THE NE PART OF T 1 N, R 1 W, ON LAND OWNED BY
 BX0981'WALTER CORNELL.  MARK IS SET 83 FEET S OF CENTER LINE OF
 BX0981'U.S. HIGHWAY 165, 25.5 FEET S OF CENTER LINE OF DIM ROAD
 BX0981'LEADING NE, 100 FEET E OF CENTER LINE OF DIM ROAD LEADING S.
 BX0981'
 BX0981'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX0981'BRONZE DISKS SET IN CONCRETE.
 BX0981'
 BX0981'REFERENCE MARK NO. 1 IS 53.020 METERS (173.94 FEET) E OF
 BX0981'STATION, SET IN CENTER OF DIM ROAD.
 BX0981'
 BX0981'REFERENCE MARK NO. 2 IS 37.000 METERS (121.39 FEET) NW OF
 BX0981'STATION ON OPPOSITE SIDE OF HIGHWAY, 36 FEET N OF CENTER
 BX0981'LINE OF HIGHWAY, 65 FEET NW OF POWER LINE POLE, 10 FEET E OF
 BX0981'DIM ROAD.
 BX0981'
 BX0981'AZIMUTH MARK IS ABOUT 0.2 MILE NE OF STATION ON OPPOSITE
 BX0981'SIDE OF HIGHWAY, ABOUT 100 FEET NW OF CENTER LINE OF HIGHWAY.
 BX0981'
 BX0981'TO REACH FROM LE COMPTE, GO W AND S ON U.S. HIGHWAY 165 FOR
 BX0981'1.6 MILES FROM POST OFFICE TO STATION ON S SIDE OF ROAD.
 BX0981'
 BX0981'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BX0981
 BX0981                          STATION RECOVERY (1960)
 BX0981
 BX0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BX0981'THE STATION WAS VISITED 1-22-60 AND THE STATION SURFACE
 BX0981'MARK WAS FOUND DISTRUBED, THE UNDERGROUND MARK WAS FOUND
 BX0981'AND THE SURFACE MARK WAS REPLACE OVER THE UNDERGROUND MARK,
 BX0981'PLUMB BOB METHOD.  REFERENCE MARK NO. 1 WAS FOUND WITH THE
 BX0981'SIDES OF THE CONCRETE MARK CHIPPED BUT OTHERWISE IN GOOD
 BX0981'CONDITION, REFERENCE MARK NO. 2 WAS FOUND PROJECTING ABOUT
 BX0981'20 INCHES, THIS MARK WILL SOON BE DESTROYED.  REFERENCE
 BX0981'MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK
 BX0981'WAS MADE VISIBLE FROM THE STATION BY CLEARING THE TREES ON
 BX0981'LINE.  A NEW DESCRIPTION OF THE STATION FOLLOWS--
 BX0981'
 BX0981'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF LECOMPTE,
 BX0981'7.5 MILES NORTHEAST OF FOREST HILL, IN THE NORTHEAST CORNER
 BX0981'OF SEC. 1, T 1 N., R 1 W., AND A FEW HUNDRED YARDS WEST OF THE
 BX0981'LOUISIANA MERIDIAN, ON A LOW HILL OWNED BY MR. WALTER CORNERLL.
 BX0981'IT IS 90 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 112,
 BX0981'24 FEET WEST OF THE PROJECTED CENTERLINE OF A TRACK ROAD
 BX0981'LEADING NORTH, 22 FEET NORTHEAST OF A 1-FOOT OAK TREE, 34
 BX0981'FEET EAST OF A DIM TRACK ROAD, 60 FEET SOUTH OF THE
 BX0981'RIGHT-OF-WAY FENCE LINE, AND 1 FOOT SOUTH OF A METAL WITNESS
 BX0981'POST.  IT IS A STANDARD DISK, STAMPED CORNELL 1934 1960,
 BX0981'PROJECTING 6 INCHES.
 BX0981'
 BX0981'REFERENCE MARK NO. 1 IS 174.12 FEET SOUTHEAST OF THE STATION
 BX0981'AT THE FORKS OF DIM TRACK ROADS, 212 FEET SOUTH OF THE CENTERLINE
 BX0981'OF STATE HIGHWAY 112, 177 FEET SOUTH OF THE RIGHT-OF-WAY
 BX0981'FENCE LINE, 14 FEET SOUTHWEST OF A 2-FOOT TREE WITH A BLAZE
 BX0981'ON THE SOUTHWEST SIDE NEAR THE GROUND, AND 10 FEET NORTHWEST
 BX0981'OF AN 8-INCH PINE TREE.  IT IS A STANDARD DISK, STAMPED CORNELL
 BX0981'NO 1 1934, PROJECTING 6 INCHES.
 BX0981'
 BX0981'REFERENCE MARK NO. 2 IS 121.49 FEET NORTH OF THE STATION
 BX0981'AND 36 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 112
 BX0981'AND IN THE NORTHWEST ANGLE OF THE JUNCTION WITH THE TRACK ROAD
 BX0981'LEADING NORTH.  IT IS A STANDARD DISK, STAMPED CORNELL NO 2
 BX0981'1934, PROJECTING 20 INCHES.
 BX0981'
 BX0981'REFERENCE MARK NO. 3 IS 59.98 FEET NORTH-NORTHEAST OF THE
 BX0981'STATION, 33 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BX0981'112, 30 FEET EAST OF A 2-FOOT OAK TREE, 11 FEET WEST OF THE
 BX0981'PROJECTED CENTERLINE OF THE TRACK ROAD LEADING NORTH, 1 FOOT
 BX0981'SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT SOUTH OF A
 BX0981'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED CORNELL
 BX0981'NO 3 1934 1960, PROJECTING 4 INCHES.
 BX0981'
 BX0981'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION ON THE TOP
 BX0981'OF A SMALL RIDGE WHICH PARALLELS THE HIGHWAY, 64 FEET NORTHWEST
 BX0981'OF THE CENTERLINE OF THE HIGHWAY, 16 FEET WEST OF THE CENTER
 BX0981'OF A TRACK ROAD LEADING NORTH, 4 FEET SOUTH OF THE WEST END
 BX0981'OF A METAL GATE, 14.5 FEET SOUTHWEST OF A 2-FOOT OAK TREE
 BX0981'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 BX0981'DISK, STAMPED CORNELL AZI 1934, PROJECTING 10 INCHES.
 BX0981'
 BX0981'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION OF
 BX0981'STATE HIGHWAY 112 AND U.S. HIGHWAY 71 AT LECOMPTE, GO WEST
 BX0981'ON STATE HIGHWAY 112, THROUGH TOWN FOR 1.6 MILE TO THE AZIMUTH
 BX0981'MARK ON THE RIGHT, CONTINUE WEST FOR 0.15 MILE TO THE TOP OF THE
 BX0981'HILL AND THE STATION ON THE LEFT.
 BX0981
 BX0981                          STATION RECOVERY (1968)
 BX0981
 BX0981'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1968 (JOB)
 BX0981'THIS STATION WAS VISITED 11/26/68 AND THE STATION MARK NO.
 BX0981'1, NO. 3, AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A NEW
 BX0981'DESCRIPTION FOLLOWS--
 BX0981'
 BX0981'THE STATION IS LOCATED 1.62 MILES WEST OF HIGH SCHOOL IN
 BX0981'LECOMPTE.  7.50 MILES NORTHEAST OF FOREST HILL, IN THE NORTHEAST
 BX0981'CORNER OF SECTION 1, T1N, R1W AND A FEW HUNDRED YARDS WEST
 BX0981'OF THE LOUISIANA MERIDIAN, ON A LOW HILL OWNED BY MR. WALTER
 BX0981'CORNELL.  IT IS 90 FEET SOUTH OF THE CENTERLINE OF STATE
 BX0981'HIGHWAY 112.  24 FEET WEST OF THE PROJECTED CENTERLINE OF A
 BX0981'TRACK ROAD LEADING NORTH.  22 FEET NORTHEAST OF A 1 FOOT
 BX0981'OAK TREE.  34 FEET EAST OF A DIM TRACK ROAD.  60 FEET SOUTH
 BX0981'OF THE RIGHT OF WAY FENCE LINE AND 1 FOOT SOUTH OF A METAL
 BX0981'WITNESS POST.
 BX0981'
 BX0981'IT IS A STANDARD TRIANGULATION DISK, STAMPED CORNELL 1934
 BX0981'1960, PROJECTING 6 INCHES.
 BX0981'
 BX0981'REFERENCE MARK NO. 1 LOCATED 174.12 FEET SOUTHEAST OF THE
 BX0981'STATION AT THE FORKS OF A DIM TRACK ROAD.  212 FEET SOUTH OF
 BX0981'CENTERLINE OF STATE HIGHWAY 112.  177 FEET RIGHT OF RIGHT OF WAY
 BX0981'FENCE LINE.  14 FEET SOUTHWEST OF A 2 FOOT TREE WITH BLAZE
 BX0981'ON THE SOUTHWEST SIDE NEAR GROUND.  10 FEET NORTHWEST OF A
 BX0981'2 INCH PINE TREE.  IT IS A STANDARD DISK, STAMPED CORNELL
 BX0981'NO. 1 1934, PROJECTING 6 INCHES.  2 FEET NORTH
 BX0981'OF A METAL WITNESS POST.
 BX0981'
 BX0981'REFERENCE MARK NO. 3 IS 59.98 FEET NORTH NORTHEAST OF THE
 BX0981'STATION.  33 FEET SOUTH OF STATE HIGHWAY 112.  30 FEET EAST
 BX0981'OF 24 INCH OAK TREE.  11 FEET WEST OF PROJECTED TRACK ROAD
 BX0981'LEADING NORTH.  1 FOOT SOUTH OF RIGHT OF WAY FENCE LINE.
 BX0981'1 FOOT SOUTH OF A METAL WITNESS POST.  861 FEET WEST OF
 BX0981'CORNELL AZIMUTH.  A STANDARD DISK STAMPED CORNELL NO. 3 1934
 BX0981'1960, PROJECTING 4 INCHES.
 BX0981'
 BX0981'THE AZIMUTH MARK IS 0.15 MILES EAST OF THE STATION.  IT IS
 BX0981'LOCATED 861 FEET EAST OF CORNELL NO. 3 AND ALONG STATE HIGHWAY
 BX0981'LA. 112.  1.47 MILES WEST OF THE LECOMPTE HIGH SCHOOL.  0.47
 BX0981'MILES WEST OF B.M. 40V1.  64 FEET NORTHWEST OF THE CENTERLINE
 BX0981'OF STATE HIGHWAY 112.  16 FEET WEST OF THE CENTER OF A TRACK
 BX0981'ROAD LEADING NORTH.  4 FEET SOUTH OF WEST END OF A METAL
 BX0981'GATE.  14.5 FEET SOUTHWEST OF A 24 INCH OAK TREE.  1 FOOT
 BX0981'NORTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED
 BX0981'CORNELL AZIMUTH 1934, SET IN CONCRETE POST PROJECTING 10
 BX0981'INCHES ABOVE GROUND.
 BX0981'
 BX0981'TO REACH THE STATION FROM THE LECOMPTE HIGH SCHOOL AT LECOMPTE,
 BX0981'TRAVEL WEST 1.62 MILES FROM SCHOOL ALONG LA. HIGHWAY 112.
 BX0981'
 BX0981'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.62 MILES WEST
 BX0981
 BX0981                          STATION RECOVERY (1968)
 BX0981
 BX0981'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BX0981'1.62 MI W FROM LECOMPTE.
 BX0981'ABOUT 1.62 MILES WEST ALONG LOUISIANA HIGHWAY 112 FROM LECOMPTE HIGH
 BX0981'SCHOOL, 7.5 MILES NORTHEAST OF FOREST HILL IN THE NORTHEAST CORNER OF
 BX0981'SECTION 1, T1N-R1W, 90 FEET SOUTH OF CENTERLILNE OF LOUISIANA HIGHWAY
 BX0981'112.  24 FEET WEST OF PROJECTED CENTERLINE OF A DIM ROAD LEADING
 BX0981'NORTH.  22 FEET NORTHEAST OF A 1 FOOT OAK TREE.  34 FEET EAST OF A DIM
 BX0981'ROAD.  60 FEET SOUTH OF THE RIGHT OF WAY FENCE LINE OF LOUISIANA
 BX0981'HIGHWAY 112, SET IN CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. A
 BX0981'STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.  SECTION 1, T 1N,
 BX0981'R 1W.
 BX0981
 BX0981                          STATION RECOVERY (1969)
 BX0981
 BX0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX0981'NO MEASUREMENT BETWEEN RMS BECAUSE OF TREES ON LINE.
 BX0981'
 BX0981'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, REFERENCE
 BX0981'MARK 3 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 BX0981'CONDITION.  REFERENCE MARK 2 PROJECTS 24 INCHES AND IS IN DANGER
 BX0981'OF BEING DESTROYED.  THE DISTANCES AND DIRECTIONS CHECKED
 BX0981'FAVORABLE.  A NEW DESCRIPTION FOLLOWS.
 BX0981'
 BX0981'THE STATION IS LOCATED ABOUT 1-1/2 MILE SOUTHWEST OF LECOMPTE, 6
 BX0981'MILES NORTHEAST OF FOREST HILL, 8-3/4 MILES NORTHWEST OF CHENEYVILLE
 BX0981'AND ON PROPERTY OWNED BY MR. WILLIAM CARNAL.
 BX0981'
 BX0981'TO REACH THE STATION FROM THE POST OFFICE IN LECOMPTE, GO WEST ON
 BX0981'STATE HIGHWAY 112 FOR 0.3 MILE TO A RAILROAD CROSSING.  CONTINUE
 BX0981'AHEAD WESTERLY ON STATE HIGHWAY 112 FOR 0.65 TO A CONCRETE BRIDGE
 BX0981'OVER BAYOU.  CONTINUE AHEAD SOUTHWEST ON STATE HIGHWAY 112 FOR
 BX0981'0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST
 BX0981'ON STATE HIGHWAY 112 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 BX0981'
 BX0981'THE STATION IS A STANDARD DISK, STAMPED CORNELL 1934 1960, SET IN
 BX0981'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 BX0981'INCHES.  IT IS 1.7 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN
 BX0981'ATTACHED, 76.6 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 112,
 BX0981'22.3 FEET NORTH OF A 14 INCH OAK TREE AND 92 FEET SOUTHEAST OF A
 BX0981'24 INCH OAK TREE.
 BX0981'
 BX0981'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORNELL NO 1 1934,
 BX0981'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX0981'8 INCHES.  IT IS 2.2 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 BX0981'A SIGN ATTACHED, 15.3 FEET SOUTH OF A 24 INCH OAK TREE AND 31.9
 BX0981'FEET NORTH OF A 6 INCH OAK TREE.
 BX0981'
 BX0981'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORNELL NO 2 1934, SET
 BX0981'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 24
 BX0981'INCHES.  IT IS 33 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 BX0981'112, 5.5 FEET NORTH OF A POWERLINE POLE, 12.5 FEET SOUTH OF A FENCE
 BX0981'LINE AND 27 FEET WEST OF A GRAVELED DRIVEWAY TO A CITY DUMP.
 BX0981'
 BX0981'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CORNELL NO 3 1934
 BX0981'1960, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX0981'PROJECTS 6 INCHES.  IT IS 58.4 FEET NORTHEAST OF A METAL WITNESS
 BX0981'POST WITH A SIGN ATTACHED, 1.2 FEET SOUTH OF A METAL WITNESS POST
 BX0981'WITH SIGN ATTACHED, 31 FEET SOUTH OF THE CENTERLINE OF STATE
 BX0981'HIGHWAY 112 AND 18.3 FEET WEST OF AN 18 INCH PINE TREE.
 BX0981'
 BX0981'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CORNELL AZI 1934, SET
 BX0981'IN THE TOP OF 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 BX0981'INCHES.  IT IS 14.5 FEET SOUTHWEST OF A 24 INCH OAK TREE, 15.8
 BX0981'FEET NORTH OF A 24 INCH PINE TREE, 6.6 FEET SOUTH OF THE WEST POST
 BX0981'OF A METAL GATE AND 65 FEET NORTH OF THE CENTERLINE OF STATE
 BX0981'HIGHWAY 112.
 BX0981'
 BX0981'HEIGHT OF LIGHT ABOVE STATION MARK 112.49 FEET.
 BX0981'
 BX0981'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX0981'1-1/2 MILE SOUTHWEST OF LECOMPTE.
 BX0981
 BX0981                          STATION RECOVERY (1979)
 BX0981
 BX0981'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0981'RECOVERED IN GOOD CONDITION.
 BX0981
 BX0981                          STATION RECOVERY (1999)
 BX0981
 BX0981'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0980 ***********************************************************************
 BX0980  DESIGNATION -  CORNELL RM 1
 BX0980  PID         -  BX0980
 BX0980  STATE/COUNTY-  LA/RAPIDES
 BX0980  USGS QUAD   -  LECOMPTE (1992)
 BX0980
 BX0980                         *CURRENT SURVEY CONTROL
 BX0980  ___________________________________________________________________
 BX0980* NAD 83(1986)-  31 04 32.     (N)    092 25 12.     (W)     SCALED    
 BX0980* NAVD 88     -        36.70   (+/-2cm)     120.4    (feet)  VERTCON   
 BX0980  ___________________________________________________________________
 BX0980  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0980
 BX0980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0980
 BX0980.The horizontal coordinates were scaled from a topographic map and have
 BX0980.an estimated accuracy of +/- 6 seconds.
 BX0980
 BX0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0980.The vertical order pertains to the NGVD 29 superseded value.
 BX0980
 BX0980.The geoid height was determined by GEOID03.
 BX0980
 BX0980;                    North         East    Units  Estimated Accuracy
 BX0980;SPC LA N     -    63,820.    1,007,630.      MT  (+/- 180 meters Scaled)
 BX0980
 BX0980                          SUPERSEDED SURVEY CONTROL
 BX0980
 BX0980  NGVD 29 (??/??/??)   36.676  (m)          120.33   (f) ADJUSTED    2 0
 BX0980
 BX0980.Superseded values are not recommended for survey control.
 BX0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0980.See file dsdata.txt to determine how the superseded data were derived.
 BX0980
 BX0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ553381(NAD 83)
 BX0980_MARKER: DR = REFERENCE MARK DISK
 BX0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0980_STAMPING: CORNELL NO. 1 1934
 BX0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0980+STABILITY: SURFACE MOTION
 BX0980
 BX0980  HISTORY     - Date     Condition        Report By
 BX0980  HISTORY     - 1934     MONUMENTED       CGS
 BX0980  HISTORY     - 1968     GOOD             LADTD
 BX0980  HISTORY     - 1979     GOOD             LADTD
 BX0980  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0980
 BX0980                          STATION DESCRIPTION
 BX0980
 BX0980'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0980'1.62 MI W FROM LECOMPTE.
 BX0980'ABOUT 1.62 MILES WEST ALONG LOUISIANA HIGHWAY 112 FROM LECOMPTE HIGH
 BX0980'SCHOOL, REFERENCE MARK NO. 1 IS 174.12 FEET SOUTHEAST OF STATION AT
 BX0980'THE FORK OF DIM ROAD.  212 FEET SOUTH OF CENTERLINE OF LOUISIANA
 BX0980'HIGHWAY 112.  177 FEET RIGHT OF RIGHT OF WAY FENCE LINE.  14 FEET
 BX0980'SOUTHWEST OF A 2 FOOT TREE WITH BLAZE ON THE SOUTHWEST SIDE NEAR
 BX0980'GROUND.  AND 10 FEET NORTHWEST OF AN 8 INCH PINE TREE.  SET IN TOP OF
 BX0980'A CONCRETE POST PROJECTING 6 INCHES.  SECTION 1, T 1N, R 1 W.
 BX0980
 BX0980                          STATION RECOVERY (1979)
 BX0980
 BX0980'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0980'RECOVERED IN GOOD CONDITION.
 BX0980
 BX0980                          STATION RECOVERY (1999)
 BX0980
 BX0980'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0979 ***********************************************************************
 BX0979  DESIGNATION -  CORNELL RM 3
 BX0979  PID         -  BX0979
 BX0979  STATE/COUNTY-  LA/RAPIDES
 BX0979  USGS QUAD   -  LECOMPTE (1992)
 BX0979
 BX0979                         *CURRENT SURVEY CONTROL
 BX0979  ___________________________________________________________________
 BX0979* NAD 83(1986)-  31 04 32.     (N)    092 25 14.     (W)     SCALED    
 BX0979* NAVD 88     -        36.44   (+/-2cm)     119.6    (feet)  VERTCON   
 BX0979  ___________________________________________________________________
 BX0979  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0979
 BX0979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0979
 BX0979.The horizontal coordinates were scaled from a topographic map and have
 BX0979.an estimated accuracy of +/- 6 seconds.
 BX0979
 BX0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0979.The vertical order pertains to the NGVD 29 superseded value.
 BX0979
 BX0979.The geoid height was determined by GEOID03.
 BX0979
 BX0979;                    North         East    Units  Estimated Accuracy
 BX0979;SPC LA N     -    63,820.    1,007,580.      MT  (+/- 180 meters Scaled)
 BX0979
 BX0979                          SUPERSEDED SURVEY CONTROL
 BX0979
 BX0979  NGVD 29 (??/??/??)   36.418  (m)          119.48   (f) ADJUSTED    2 0
 BX0979
 BX0979.Superseded values are not recommended for survey control.
 BX0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0979.See file dsdata.txt to determine how the superseded data were derived.
 BX0979
 BX0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ552381(NAD 83)
 BX0979_MARKER: DR = REFERENCE MARK DISK
 BX0979_SETTING: 0 = UNSPECIFIED SETTING
 BX0979_STAMPING: CORNELL NO. 3 1934 1960
 BX0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0979
 BX0979  HISTORY     - Date     Condition        Report By
 BX0979  HISTORY     - 1960     MONUMENTED       CGS
 BX0979  HISTORY     - 1968     GOOD             LADTD
 BX0979  HISTORY     - 1979     GOOD             LADTD
 BX0979  HISTORY     - 19990424 GOOD             USPSQD
 BX0979
 BX0979                          STATION DESCRIPTION
 BX0979
 BX0979'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0979'1.62 MI W FROM LECOMPTE.
 BX0979'ABOUT 1.62 MILES WEST ALONG LOUISIANA HIGHWAY 112 FROM LECOMPTE HIGH
 BX0979'SCHOOL.  33 FEET SOUTH OF LOUISIANNA HIGHWAY 112.  30 FEET EAST OF A 2
 BX0979'FOOT OAK TREE.  11 FEET WEST OF PROJECTED DIM ROAD LEADING NORTH. 1
 BX0979'FOOT SOUTH OF RIGHT OF WAY FENCE LINE.  861 FEET WEST OF CORNELL
 BX0979'AZIMUTH.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH THE MARK.  SECTION
 BX0979'1, T 1N, R 1W.
 BX0979
 BX0979                          STATION RECOVERY (1979)
 BX0979
 BX0979'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0979'RECOVERED IN GOOD CONDITION.
 BX0979
 BX0979                          STATION RECOVERY (1999)
 BX0979
 BX0979'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3570 ***********************************************************************
 BJ3570  DESIGNATION -  CORNETTE
 BJ3570  PID         -  BJ3570
 BJ3570  STATE/COUNTY-  LA/ST HELENA
 BJ3570  USGS QUAD   -  CHIPOLA (1984)
 BJ3570
 BJ3570                         *CURRENT SURVEY CONTROL
 BJ3570  ___________________________________________________________________
 BJ3570* NAD 83(1992)-  30 52 46.02322(N)    090 47 17.63318(W)     ADJUSTED  
 BJ3570* NAVD 88     -        72.012  (meters)     236.26   (feet)  ADJUSTED  
 BJ3570  ___________________________________________________________________
 BJ3570  X           -     -75,372.146 (meters)                     COMP
 BJ3570  Y           -  -5,478,382.644 (meters)                     COMP
 BJ3570  Z           -   3,254,453.174 (meters)                     COMP
 BJ3570  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ3570  ELLIP HEIGHT-          44.83  (meters)          (02/21/02) GPS OBS
 BJ3570  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3570  DYNAMIC HT  -          71.919 (meters)     235.95  (feet)  COMP
 BJ3570  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BJ3570
 BJ3570  HORZ ORDER  -  FIRST
 BJ3570  VERT ORDER  -  SECOND    CLASS I
 BJ3570  ELLP ORDER  -  FOURTH    CLASS I
 BJ3570
 BJ3570.The horizontal coordinates were established by GPS observations
 BJ3570.and adjusted by the National Geodetic Survey in May 1994..
 BJ3570
 BJ3570.The orthometric height was determined by differential leveling
 BJ3570.and adjusted by the National Geodetic Survey in February 1994..
 BJ3570
 BJ3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3570
 BJ3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3570
 BJ3570.The ellipsoidal height was determined by GPS observations
 BJ3570.and is referenced to NAD 83.
 BJ3570
 BJ3570.The geoid height was determined by GEOID03.
 BJ3570
 BJ3570.The dynamic height is computed by dividing the NAVD 88
 BJ3570.geopotential number by the normal gravity value computed on the
 BJ3570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3570.degrees latitude (g = 980.6199 gals.).
 BJ3570
 BJ3570.The modeled gravity was interpolated from observed gravity values.
 BJ3570
 BJ3570;                    North         East     Units Scale Factor Converg.
 BJ3570;SPC LA S     -   263,882.801 1,052,126.978   MT  1.00004309   +0 16 21.2
 BJ3570;SPC LA S     -   865,755.49  3,451,853.26   sFT  1.00004309   +0 16 21.2
 BJ3570;UTM  15      - 3,418,337.373   711,439.017   MT  1.00015151   +1 08 08.1
 BJ3570
 BJ3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3570!SPC LA S     -   0.99999296  x   1.00004309  =   1.00003605
 BJ3570!UTM  15      -   0.99999296  x   1.00015151  =   1.00014447
 BJ3570
 BJ3570:                Primary Azimuth Mark                     Grid Az
 BJ3570:SPC LA S     -  CORNETTE AZ MK                           100 55 46.8
 BJ3570:UTM  15      -  CORNETTE AZ MK                           100 03 59.9
 BJ3570
 BJ3570|---------------------------------------------------------------------|
 BJ3570| PID    Reference Object                     Distance      Geod. Az  |
 BJ3570|                                                           dddmmss.s |
 BJ3570| BJ3568 CORNETTE AZ MK                      APPROX. 0.6 KM 1011208.0 |
 BJ3570| BJ3569 CORNETTE RM 1                        19.690 METERS 22425     |
 BJ3570| BJ3571 CORNETTE RM 2                        35.377 METERS 35309     |
 BJ3570|---------------------------------------------------------------------|
 BJ3570
 BJ3570                          SUPERSEDED SURVEY CONTROL
 BJ3570
 BJ3570  ELLIP H (05/13/94)   44.90   (m)                       GP(       ) 4 1
 BJ3570  NAD 83(1992)-  30 52 46.02348(N)    090 47 17.63303(W) AD(       ) 1
 BJ3570  ELLIP H (01/21/93)   44.91   (m)                       GP(       ) 4 2
 BJ3570  NAD 83(1986)-  30 52 46.04099(N)    090 47 17.62882(W) AD(       ) 1
 BJ3570  NGVD 29 (06/20/87)   72.04   (m)          236.4    (f) LEVELING    3  
 BJ3570
 BJ3570.Superseded values are not recommended for survey control.
 BJ3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3570.See file dsdata.txt to determine how the superseded data were derived.
 BJ3570
 BJ3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1143918337(NAD 83)
 BJ3570_MARKER: DS = TRIANGULATION STATION DISK
 BJ3570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3570_SP_SET: CONCRETE POST
 BJ3570_STAMPING: CORNETTE 1984
 BJ3570_MARK LOGO: LADH  
 BJ3570_PROJECTION: RECESSED 41 CENTIMETERS
 BJ3570_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3570+STABILITY: SURFACE MOTION
 BJ3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3570+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1985
 BJ3570
 BJ3570  HISTORY     - Date     Condition        Report By
 BJ3570  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3570  HISTORY     - 1984     GOOD             LADTD
 BJ3570  HISTORY     - 19850607 GOOD
 BJ3570
 BJ3570                          STATION DESCRIPTION
 BJ3570
 BJ3570'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3570'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 82, T2S,
 BJ3570'R4E.  OWNERSHIP--MR. MAC CORNETTE.
 BJ3570'
 BJ3570'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG
 BJ3570'STATE HIGHWAY 10 FOR ABOUT 13.0 KM (8.0 MI) TO A GRAVEL DRIVE ON THE
 BJ3570'LEFT LEADING INTO THE RESIDENT OF MR. MAC CORNETTE AND THE STATION
 BJ3570'SET NEAR THE BRICK.
 BJ3570'
 BJ3570'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3570'DISK STAMPED---CORNETTE 1984---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3570'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 41 CM (16 INCHES)
 BJ3570'BELOW THE GROUND LOCATED 30.2 METERS (99 FEET) SE FROM THE SOUTHWEST
 BJ3570'CORNER OF THE HOUSE, 23.2 METERS (76 FEET) ESE FROM THE CENTER OF THE
 BJ3570'GRAVEL DRIVE, 18.6 METERS (61 FEET) SE FROM A POWER POLE WITH A
 BJ3570'TRANSFORMER AND A LIGHT, AND 18.1 METERS (59.5 FEET) NE FROM THE
 BJ3570'CENTER OF A METAL GATE.
 BJ3570'
 BJ3570'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3570'DEVELOPMENT DISK STAMPED---CORNETTE 1984---SET INTO AN IRREGULAR
 BJ3570'MASS OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3570'
 BJ3570'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3570'DEVELOPMENT DISK STAMPED---CORNETTE RM 1 1984---SET INTO THE TOP OF
 BJ3570'A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH
 BJ3570'THE GROUND LOCATED 31.7 METERS (104 FEET) SE FROM THE SOUTHEAST
 BJ3570'CORNER OF THE HOUSE, 25.3 METERS (83 FEET) S FROM A POWER POLE WITH A
 BJ3570'TRANSFORMER AND A LIGHT, 0.3 METER (1 FOOT) N FROM A 4 STRAND BARBED
 BJ3570'WIRE FENCE, AND 5.8 METERS (19 FEET) W FROM THE CENTER OF A METAL
 BJ3570'GATE.
 BJ3570'
 BJ3570'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3570'DEVELOPMENT DISK STAMPED---CORNETTE RM 2 1984---SET INTO THE TOP OF
 BJ3570'A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 5 CM
 BJ3570'(2 INCHES) BELOW THE GROUND LOCATED 25.6 METERS (84 FEET) N FROM A
 BJ3570'POWER POLE WITH A TRANSFORMER AND A LIGHT, 22.6 METERS (74 FEET) NE
 BJ3570'FROM THE NORTHEAST CORNER OF THE HOUSE, 2.4 METERS (8 FEET) W FROM
 BJ3570'THE CENTER OF A GRAVEL DRIVE, AND 0.9 METER (3 FEET) NE FROM A FENCE
 BJ3570'CORNER.
 BJ3570'
 BJ3570'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3570'DISK STAMPED---CORNETTE AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3570'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3570'LOCATED 25.9 METERS (85 FEET) SE FROM A POWER POLE WITH A
 BJ3570'TRANSFORMER, 17.4 METERS (57 FEET) NE FROM THE CENTER OF HIGHWAY 10,
 BJ3570'8.5 METERS (28 FEET) SE FROM A RIGHT-OF-WAY MARKER, AND 0.6 METER (2
 BJ3570'FEET) E FROM A METAL WITNESS POST AND SIGN.
 BJ3570'
 BJ3570'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG STATE
 BJ3570'HIGHWAY 10 FOR 0.60 KM (0.37 MI) TO THE AZIMUTH MARK ON THE LEFT WEST
 BJ3570'OF THE JUNCTION WITH STATE HIGHWAY 448.
 BJ3570
 BJ3570                          STATION RECOVERY (1984)
 BJ3570
 BJ3570'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3570'13 KM (8.1 MI) NW FROM GREENSBURG.
 BJ3570'ABOUT 13 KM (8.1 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3570'GREENSBURG TO A GRAVEL DRIVE ON THE LEFT LEADING INTO THE RESIDENT OF
 BJ3570'MR MAC CORNETTE WITH THE STATION MARK SET NEAR THE BRICK HOUSE,
 BJ3570'30.2 METERS (99 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 BJ3570'23.2 METERS (76 FT) EAST-SOUTHEAST OF THE CENTER OF THE GRAVEL DRIVE,
 BJ3570'18.6 METERS (61 FT) SOUTHEAST OF A POWER POLE WITH TRANSFORMER AND
 BJ3570'LIGHT, AND 18.1 METERS (59.5 FT) NORTHEAST OF THE CENTER OF A METAL
 BJ3570'GATE.
 BJ3570'THE MARK IS ABOVE LEVEL WITH GRAVEL DRIVE.
 BJ3570
 BJ3570                          STATION RECOVERY (1985)
 BJ3570
 BJ3570'RECOVERED 1985
 BJ3570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3568 ***********************************************************************
 BJ3568  DESIGNATION -  CORNETTE AZ MK
 BJ3568  PID         -  BJ3568
 BJ3568  STATE/COUNTY-  LA/ST HELENA
 BJ3568  USGS QUAD   -  CHIPOLA (1984)
 BJ3568
 BJ3568                         *CURRENT SURVEY CONTROL
 BJ3568  ___________________________________________________________________
 BJ3568* NAD 83(1992)-  30 52 42.25628(N)    090 46 55.58389(W)     ADJUSTED  
 BJ3568* NAVD 88     -        81.434  (meters)     267.17   (feet)  ADJUSTED  
 BJ3568  ___________________________________________________________________
 BJ3568  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ3568  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3568  DYNAMIC HT  -          81.329 (meters)     266.83  (feet)  COMP
 BJ3568  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BJ3568
 BJ3568  HORZ ORDER  -  SECOND
 BJ3568  VERT ORDER  -  SECOND    CLASS I
 BJ3568
 BJ3568.The horizontal coordinates were established by classical geodetic methods
 BJ3568.and adjusted by the National Geodetic Survey in May 1994..
 BJ3568.No horizontal observational check was made to the station.
 BJ3568
 BJ3568.The orthometric height was determined by differential leveling
 BJ3568.and adjusted by the National Geodetic Survey in February 1994..
 BJ3568
 BJ3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3568
 BJ3568.The geoid height was determined by GEOID03.
 BJ3568
 BJ3568.The dynamic height is computed by dividing the NAVD 88
 BJ3568.geopotential number by the normal gravity value computed on the
 BJ3568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3568.degrees latitude (g = 980.6199 gals.).
 BJ3568
 BJ3568.The modeled gravity was interpolated from observed gravity values.
 BJ3568
 BJ3568;                    North         East     Units Scale Factor Converg.
 BJ3568;SPC LA S     -   263,769.590 1,052,713.234   MT  1.00004281   +0 16 32.2
 BJ3568;SPC LA S     -   865,384.06  3,453,776.67   sFT  1.00004281   +0 16 32.2
 BJ3568;UTM  15      - 3,418,232.994   712,026.976   MT  1.00015458   +1 08 19.3
 BJ3568
 BJ3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3568!SPC LA S     -   0.99999148  x   1.00004281  =   1.00003429
 BJ3568!UTM  15      -   0.99999148  x   1.00015458  =   1.00014606
 BJ3568
 BJ3568                          SUPERSEDED SURVEY CONTROL
 BJ3568
 BJ3568  NAD 83(1992)-  30 52 42.25658(N)    090 46 55.58398(W) AD(       ) 2
 BJ3568  NAD 83(1986)-  30 52 42.27411(N)    090 46 55.57976(W) AD(       ) 2
 BJ3568  NGVD 29 (06/20/87)   81.46   (m)          267.3    (f) LEVELING    3  
 BJ3568
 BJ3568.Superseded values are not recommended for survey control.
 BJ3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3568.See file dsdata.txt to determine how the superseded data were derived.
 BJ3568
 BJ3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1202718233(NAD 83)
 BJ3568_MARKER: DZ = AZIMUTH MARK DISK
 BJ3568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3568_SP_SET: CONCRETE POST
 BJ3568_STAMPING: CORNETTE 1984 AZ MK
 BJ3568_MARK LOGO: LADH  
 BJ3568_PROJECTION: FLUSH
 BJ3568_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3568+STABILITY: SURFACE MOTION
 BJ3568
 BJ3568  HISTORY     - Date     Condition        Report By
 BJ3568  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3568  HISTORY     - 1984     GOOD             LADTD
 BJ3568
 BJ3568                          STATION DESCRIPTION
 BJ3568
 BJ3568'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3568'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 82, T2S,
 BJ3568'R4E.  OWNERSHIP--LOUISIANA DEPT OF TRANSP AND DEVELOPMENT.
 BJ3568'
 BJ3568'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG
 BJ3568'STATE HIGHWAY 10 FOR ABOUT 12.4 KM (7.6 MI) TO STATION ON RIGHT WEST
 BJ3568'OF THE JUNCTION OF STATE HIGHWAY 10 AND 448.
 BJ3568'
 BJ3568'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3568'DISK STAMPED---CORNETTE AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3568'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3568'LOCATED 25.9 METERS (85 FEET) SE FROM A POWER POLE WITH A
 BJ3568'TRANSFORMER, 17.4 METERS (57 FEET) NE FROM THE CENTER OF HIGHWAY 10,
 BJ3568'8.5 METERS (28 FEET) SE FROM A RIGHT-OF-WAY MARKER, AND 0.6 METER (2
 BJ3568'FEET) E FROM A METAL WITNESS POST.
 BJ3568
 BJ3568                          STATION RECOVERY (1984)
 BJ3568
 BJ3568'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3568'12.4 KM (7.7 MI) NW FROM GREENSBURG.
 BJ3568'ABOUT 12.4 KM (7.7 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3568'GREENSBURG TO THE AZIMUTH MARK ON THE RIGHT WEST OF THE JUNCTION WITH
 BJ3568'STATE HIGHWAY 448, 25.9 METERS (85 FT) SOUTHEAST OF A POWER POLE WITH
 BJ3568'TRANSFORMER, 17.4 METERS (57 FT) NORTHEAST OF THE CENTER OF HIGHWAY
 BJ3568'10, 9.1 METERS (30 FT) SOUTHWEST OF A 12-INCH PINE TREE, AND
 BJ3568'8.5 METERS (28 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER.
 BJ3568'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3568'THE MARK IS 0.91 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3569 ***********************************************************************
 BJ3569  DESIGNATION -  CORNETTE RM 1
 BJ3569  PID         -  BJ3569
 BJ3569  STATE/COUNTY-  LA/ST HELENA
 BJ3569  USGS QUAD   -  CHIPOLA (1984)
 BJ3569
 BJ3569                         *CURRENT SURVEY CONTROL
 BJ3569  ___________________________________________________________________
 BJ3569* NAD 83(1986)-  30 52 50.     (N)    090 47 20.     (W)     SCALED    
 BJ3569* NAVD 88     -        72.213  (meters)     236.92   (feet)  ADJUSTED  
 BJ3569  ___________________________________________________________________
 BJ3569  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3569  DYNAMIC HT  -          72.120 (meters)     236.61  (feet)  COMP
 BJ3569  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BJ3569
 BJ3569  VERT ORDER  -  SECOND    CLASS I
 BJ3569
 BJ3569.The horizontal coordinates were scaled from a topographic map and have
 BJ3569.an estimated accuracy of +/- 6 seconds.
 BJ3569
 BJ3569.The orthometric height was determined by differential leveling
 BJ3569.and adjusted by the National Geodetic Survey in February 1994..
 BJ3569
 BJ3569.The geoid height was determined by GEOID03.
 BJ3569
 BJ3569.The dynamic height is computed by dividing the NAVD 88
 BJ3569.geopotential number by the normal gravity value computed on the
 BJ3569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3569.degrees latitude (g = 980.6199 gals.).
 BJ3569
 BJ3569.The modeled gravity was interpolated from observed gravity values.
 BJ3569
 BJ3569;                    North         East    Units  Estimated Accuracy
 BJ3569;SPC LA S     -   264,010.    1,052,060.      MT  (+/- 180 meters Scaled)
 BJ3569
 BJ3569                          SUPERSEDED SURVEY CONTROL
 BJ3569
 BJ3569.No superseded survey control is available for this station.
 BJ3569
 BJ3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ113184(NAD 83)
 BJ3569_MARKER: DR = REFERENCE MARK DISK
 BJ3569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3569_SP_SET: CONCRETE POST
 BJ3569_STAMPING: CORNETTE 1984 RM 1
 BJ3569_MARK LOGO: LADH  
 BJ3569_PROJECTION: FLUSH
 BJ3569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3569+STABILITY: SURFACE MOTION
 BJ3569
 BJ3569  HISTORY     - Date     Condition        Report By
 BJ3569  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3569  HISTORY     - 1984     GOOD             LADTD
 BJ3569
 BJ3569                          STATION DESCRIPTION
 BJ3569
 BJ3569'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3569'13 KM (8.1 MI) NW FROM GREENSBURG.
 BJ3569'ABOUT 13 KM (8.1 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3569'GREENSBURG TO A GRAVEL DRIVE ON THE LEFT LEADING INTO THE RESIDENT OF
 BJ3569'MR MAC CORNETTE WITH THE REFERENCE MARK SET NEAR THE BRICK HOUSE,
 BJ3569'31.7 METERS (104 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 BJ3569'25.3 METERS (83 FT) SOUTH OF A POWER POLE WITH TRANSFORMER AND LIGHT,
 BJ3569'5.8 METERS (19 FT) WEST OF THE CENTER OF A METAL GATE, AND 0.3 METER
 BJ3569'(1 FT) NORTH OF A 4-STRAND BARB WIRE FENCE.
 BJ3569'THE MARK IS ABOVE LEVEL WITH GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3571 ***********************************************************************
 BJ3571  DESIGNATION -  CORNETTE RM 2
 BJ3571  PID         -  BJ3571
 BJ3571  STATE/COUNTY-  LA/ST HELENA
 BJ3571  USGS QUAD   -  CHIPOLA (1984)
 BJ3571
 BJ3571                         *CURRENT SURVEY CONTROL
 BJ3571  ___________________________________________________________________
 BJ3571* NAD 83(1986)-  30 52 50.     (N)    090 47 20.     (W)     SCALED    
 BJ3571* NAVD 88     -        70.742  (meters)     232.09   (feet)  ADJUSTED  
 BJ3571  ___________________________________________________________________
 BJ3571  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3571  DYNAMIC HT  -          70.651 (meters)     231.79  (feet)  COMP
 BJ3571  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BJ3571
 BJ3571  VERT ORDER  -  SECOND    CLASS I
 BJ3571
 BJ3571.The horizontal coordinates were scaled from a topographic map and have
 BJ3571.an estimated accuracy of +/- 6 seconds.
 BJ3571
 BJ3571.The orthometric height was determined by differential leveling
 BJ3571.and adjusted by the National Geodetic Survey in February 1994..
 BJ3571
 BJ3571.The geoid height was determined by GEOID03.
 BJ3571
 BJ3571.The dynamic height is computed by dividing the NAVD 88
 BJ3571.geopotential number by the normal gravity value computed on the
 BJ3571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3571.degrees latitude (g = 980.6199 gals.).
 BJ3571
 BJ3571.The modeled gravity was interpolated from observed gravity values.
 BJ3571
 BJ3571;                    North         East    Units  Estimated Accuracy
 BJ3571;SPC LA S     -   264,010.    1,052,060.      MT  (+/- 180 meters Scaled)
 BJ3571
 BJ3571                          SUPERSEDED SURVEY CONTROL
 BJ3571
 BJ3571.No superseded survey control is available for this station.
 BJ3571
 BJ3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ113184(NAD 83)
 BJ3571_MARKER: DR = REFERENCE MARK DISK
 BJ3571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3571_SP_SET: CONCRETE POST
 BJ3571_STAMPING: CORNETTE 1984 RM 2
 BJ3571_MARK LOGO: LADH  
 BJ3571_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3571+STABILITY: SURFACE MOTION
 BJ3571
 BJ3571  HISTORY     - Date     Condition        Report By
 BJ3571  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3571  HISTORY     - 1984     GOOD             LADTD
 BJ3571
 BJ3571                          STATION DESCRIPTION
 BJ3571
 BJ3571'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3571'13 KM (8.1 MI) NW FROM GREENSBURG.
 BJ3571'ABOUT 13 KM (8.1 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3571'GREENSBURG TO A GRAVEL DRIVE ON THE LEFT LEADING INTO THE RESIDENT OF
 BJ3571'MR MAC CORNETTE WITH THE REFERENCE MARK SET NEAR THE BRICK HOUSE,
 BJ3571'25.6 METERS (84 FT) NORTH OF A POWER POLE WITH TRANSFORMER AND LIGHT,
 BJ3571'22.6 METERS (74 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 BJ3571'2.4 METERS (8 FT) WEST OF THE CENTER OF A GRAVEL DRIVE, 0.9 METER
 BJ3571'(3 FT) NORTHEAST OF A FENCE CORNER, AND 0.6 METER (2 FT) EAST OF A
 BJ3571'4-STRAND BARB WIRE FENCE.
 BJ3571'THE MARK IS ABOVE LEVEL WITH GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2960 ***********************************************************************
 CQ2960  DESIGNATION -  CORNEY LAKE LOOKOUT TOWER LFC
 CQ2960  PID         -  CQ2960
 CQ2960  STATE/COUNTY-  LA/CLAIBORNE
 CQ2960  USGS QUAD   -  SUMMERFIELD (1986)
 CQ2960
 CQ2960                         *CURRENT SURVEY CONTROL
 CQ2960  ___________________________________________________________________
 CQ2960* NAD 83(1992)-  32 56 15.48768(N)    092 46 02.34453(W)     ADJUSTED  
 CQ2960* NAVD 88     -                                                        
 CQ2960  ___________________________________________________________________
 CQ2960  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CQ2960  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2960
 CQ2960  HORZ ORDER  -  THIRD
 CQ2960
 CQ2960.The horizontal coordinates were established by classical geodetic methods
 CQ2960.and adjusted by the National Geodetic Survey in September 1999..
 CQ2960
 CQ2960
 CQ2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2960
 CQ2960.The geoid height was determined by GEOID03.
 CQ2960
 CQ2960;                    North         East     Units Scale Factor Converg.
 CQ2960;SPC LA N     -   270,319.492   974,998.920   MT  1.00007302   -0 08 28.8
 CQ2960;SPC LA N     -   886,873.20  3,198,808.96   sFT  1.00007302   -0 08 28.8
 CQ2960;SPC AR S     -   430,324.118   328,234.759   MT  1.00010006   -0 25 46.1
 CQ2960;SPC AR S     - 1,411,821.71  1,076,883.54   sFT  1.00010006   -0 25 46.1
 CQ2960;UTM  15      - 3,644,397.255   521,751.494   MT  0.99960583   +0 07 35.5
 CQ2960
 CQ2960                          SUPERSEDED SURVEY CONTROL
 CQ2960
 CQ2960  NAD 83(1992)-  32 56 15.49283(N)    092 46 02.33675(W) AD(       ) 4
 CQ2960  NAD 83(1986)-  32 56 15.50025(N)    092 46 02.33544(W) AD(       ) 4
 CQ2960  NAD 27      -  32 56 14.98100(N)    092 46 01.75700(W) AD(       ) 3
 CQ2960
 CQ2960.Superseded values are not recommended for survey control.
 CQ2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2960.See file dsdata.txt to determine how the superseded data were derived.
 CQ2960
 CQ2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2175144397(NAD 83)
 CQ2960_MARKER: 57 = LOOKOUT TOWER
 CQ2960
 CQ2960  HISTORY     - Date     Condition        Report By
 CQ2960  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2960
 CQ2960                          STATION DESCRIPTION
 CQ2960
 CQ2960'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2960'THE STATION IS ABOUT 6 MILES SOUTH OF JUNCTION CITY, ARKANSAS
 CQ2960'AND ABOUT 4 MILES NORTHEAST OF SUMMERFIELD, LOUISIANA.
 CQ2960'
 CQ2960'THE STEEL FRAMEWORK OF THE TOWER SUPPORTS A 6 X 6 FOOT CABIN.
 CQ2960'THE TOWER IS ABOUT 115 FEET HIGH AND THE POINT INTERSECTED
 CQ2960'WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4189 ***********************************************************************
 BJ4189  DESIGNATION -  COSTANZA
 BJ4189  PID         -  BJ4189
 BJ4189  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4189  USGS QUAD   -  LORANGER (1974)
 BJ4189
 BJ4189                         *CURRENT SURVEY CONTROL
 BJ4189  ___________________________________________________________________
 BJ4189* NAD 83(1992)-  30 39 49.01221(N)    090 28 16.28281(W)     ADJUSTED  
 BJ4189* NAVD 88     -        41.4    (meters)     136.     (feet)  VERTCON   
 BJ4189  ___________________________________________________________________
 BJ4189  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ4189  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4189
 BJ4189  HORZ ORDER  -  SECOND
 BJ4189
 BJ4189.The horizontal coordinates were established by classical geodetic methods
 BJ4189.and adjusted by the National Geodetic Survey in January 1993..
 BJ4189
 BJ4189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4189
 BJ4189.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4189
 BJ4189.The geoid height was determined by GEOID03.
 BJ4189
 BJ4189;                    North         East     Units Scale Factor Converg.
 BJ4189;SPC LA S     -   240,140.427 1,082,624.603   MT  0.99999246   +0 25 51.9
 BJ4189;SPC LA S     -   787,860.72  3,551,910.89   sFT  0.99999246   +0 25 51.9
 BJ4189;UTM  15      - 3,395,051.012   742,296.856   MT  1.00032428   +1 17 25.1
 BJ4189
 BJ4189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4189!SPC LA S     -   0.99999777  x   0.99999246  =   0.99999023
 BJ4189!UTM  15      -   0.99999777  x   1.00032428  =   1.00032205
 BJ4189
 BJ4189|---------------------------------------------------------------------|
 BJ4189| PID    Reference Object                     Distance      Geod. Az  |
 BJ4189|                                                           dddmmss.s |
 BJ4189| CW1245 COSTANZA RM 1                        38.527 METERS 04229     |
 BJ4189| CW1244 COSTANZA AZ MK                                     0902316.4 |
 BJ4189| CW1246 COSTANZA RM 2                        38.256 METERS 13704     |
 BJ4189| BJ4188 NATALBANY LUMBER CO TANK            APPROX.12.8 KM 1853527.6 |
 BJ4189| BJ4190 INDEPENDENCE MUNICIPAL TANK         APPROX. 4.2 KM 2205539.6 |
 BJ4189| BJ4560 ROSELAND LUMBER MILL TANK           APPROX.11.8 KM 3410311.2 |
 BJ4189| BJ4191 COSTANZA RM 3                        24.318 METERS 35525     |
 BJ4189|---------------------------------------------------------------------|
 BJ4189
 BJ4189                          SUPERSEDED SURVEY CONTROL
 BJ4189
 BJ4189  NAD 83(1986)-  30 39 49.02686(N)    090 28 16.28013(W) AD(       ) 2
 BJ4189  NAD 27      -  30 39 48.35276(N)    090 28 15.95318(W) AD(       ) 2
 BJ4189  NGVD 29 (07/19/86)   41.4    (m)          136.     (f) VERT ANG       
 BJ4189
 BJ4189.Superseded values are not recommended for survey control.
 BJ4189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4189.See file dsdata.txt to determine how the superseded data were derived.
 BJ4189
 BJ4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4229795051(NAD 83)
 BJ4189_MARKER: DS = TRIANGULATION STATION DISK
 BJ4189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4189
 BJ4189  HISTORY     - Date     Condition        Report By
 BJ4189  HISTORY     - 1939     MONUMENTED       CGS
 BJ4189  HISTORY     - 1954     GOOD             CGS
 BJ4189  HISTORY     - 1970     GOOD             NGS
 BJ4189
 BJ4189                          STATION DESCRIPTION
 BJ4189
 BJ4189'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4189'THE STATION IS LOCATED IN THE E EDGE OF SECTION 46, T 4 S,
 BJ4189'R 7 E, ON A LINE WITH THE CENTER OF A GRADED DIRT ROAD THAT
 BJ4189'RUNS E ON THE SECTION LINE BETWEEN SECTIONS 25 AND 36.  4.75
 BJ4189'MILES SSE OF AMITE AND 2.75 MILES NE OF INDEPENDENCE.  IN
 BJ4189'THE NE CORNER OF A FARMYARD.  77 FEET NNE OF THE NE CORNER
 BJ4189'OF THE HOUSE.  57 FEET W OF THE CENTER LINE OF A N AND
 BJ4189'S ROAD.  28 FEET W OF A N AND S FENCE.  13 FEET S OF THE
 BJ4189'N FARMYARD FENCE.  AND ON PROPERTY OWNED BY PHILLIP R.
 BJ4189'COSTANZA.  THE MARK PROJECTS 4 INCHES ABOVE
 BJ4189'GROUND, AND IS STAMPED COSTANZA 1939.
 BJ4189'
 BJ4189'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4189'DISKS SET IN CONCRETE.
 BJ4189'
 BJ4189'REFERENCE MARK NO. 1 IS LOCATED 126.38 FEET, (38.521 METERS),
 BJ4189'NE OF THE STATION.  IN A N AND S FENCE LINE.  28 FEET E OF
 BJ4189'THE CENTER LINE OF THE N AND S ROAD.  AND 93 FEET N OF THE
 BJ4189'CENTER LINE OF THE E AND W ROAD.  THE MARK PROJECTS
 BJ4189'4 INCHES, AND IS STAMPED COSTANZA NO. 1 1939.
 BJ4189'
 BJ4189'REFERENCE MARK NO. 2 IS LOCATED 125.55 FEET, (38.268 METERS),
 BJ4189'SE OF THE STATION.  IN A FENCE LINE.  30 FEET E OF THE CENTER
 BJ4189'LINE OF THE N AND S ROAD.  92 FEET S OF THE CENTER LINE
 BJ4189'OF THE E AND W ROAD.  AND 3 FEET N OF A GATE INTO THE FARMYARD.
 BJ4189'THE MARK PROJECTS 4 INCHES ABOVE GROUND, AND IS
 BJ4189'STAMPED COSTANZA NO. 2 1939.
 BJ4189'
 BJ4189'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E OF THE STATION.
 BJ4189'ONE FOOT E OF A N AND S FENCE.  17 FEET E OF THE CENTER LINE
 BJ4189'OF THE N AND S ROAD.  AND 15 FEET S OF THE CENTER LINE OF
 BJ4189'THE E AND W ROAD.  THE MARK PROJECTS 4 INCHES
 BJ4189'ABOVE GROUND, AND IS STAMPED COSTANZA 1939.
 BJ4189'
 BJ4189'THE DISTANCE FROM THE REFERENCE MARK NO. 1 TO THE REFERENCE
 BJ4189'MARK NO. 2 IS 185.13 FEET, (56.428 METERS.)
 BJ4189'
 BJ4189'TO REACH THE STATION FROM THE FIRST STREET CROSSING THE
 BJ4189'RAILROAD TRACKS N OF THE DEPOT IN INDEPENDENCE.  DRIVE N
 BJ4189'ALONG THE E SIDE OF THE TRACKS FOR ONE BLOCK.  THEN TURN
 BJ4189'RIGHT AND DRIVE E ON A GRAVELED ROAD FOR 1.25 MILES TO THE
 BJ4189'BRIDGE OVER THE TANGIPAHOA RIVER.  CONTINUE E FOR 0.55 MILE
 BJ4189'TO A FORK AT THE TOP OF A HILL.  TAKE THE LEFT FORK AND
 BJ4189'DRIVE N ON A GRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD TO
 BJ4189'THE RIGHT AND THE STATION ON THE LEFT IN THE FARMYARD.
 BJ4189'
 BJ4189'A 70-FOOT TOWER IS NEEDED TO SEE A 123-FOOT TOWER AT AMITE.
 BJ4189'
 BJ4189'A 70-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT HOLY HILL.
 BJ4189'
 BJ4189'A 70-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT WARD FOUR.
 BJ4189'
 BJ4189'A 50-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT MT. STEVENS.
 BJ4189'
 BJ4189'A 50-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT MC COY.
 BJ4189'
 BJ4189'A 50-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT CLEVELAND.
 BJ4189'
 BJ4189'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4189
 BJ4189                          STATION RECOVERY (1954)
 BJ4189
 BJ4189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4189'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4189'CONDITION AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 BJ4189'WITH A NEW TO REACH.  A NEW TO REACH FOLLOWS--
 BJ4189'
 BJ4189'TO REACH THE STATION FROM THE FIRST STREET CROSSING N OF
 BJ4189'THE RAILROAD STATION IN INDEPENDENCE, GO N ALONG THE E SIDE
 BJ4189'OF THE TRACKS FOR ONE BLOCK, TURN RIGHT AND GO 1.25 MI. TO
 BJ4189'THE BRIDGE OVER TANGIPAHOA RIVER, CONTINUE FOR 0.55 MI. TO
 BJ4189'THE TOP OF A HILL AT A FORK, TAKE THE LEFT FORK AND GO 0.2
 BJ4189'MI. TO A FORK.  TAKE THE LEFT FORK AND GO 1.25 MI. TO A
 BJ4189'SIDE ROAD RIGHT AND THE MARK ON THE LEFT.
 BJ4189
 BJ4189                          STATION RECOVERY (1970)
 BJ4189
 BJ4189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4189'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 BJ4189'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A REFERENCE
 BJ4189'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE HORIZONTAL DIRECTION TO
 BJ4189'THE REFERENCE MARKS CHECKED FAVORABLE.  A SLIGHT DIFFERENCE WAS
 BJ4189'NOTED IN THE DISTANCES TO REFERENCE MARK 1 BEING 0.005 METERS
 BJ4189'LONGER AND REFERENCE MARK 2 0.013 METERS SHORTER.  A NEW
 BJ4189'DESCRIPTION FOLLOWS.
 BJ4189'
 BJ4189'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF AMITE, 2-3/4
 BJ4189'MILES NORTHEAST OF INDEPENDENCE AND ON PROPERTY OF MR. IRVIN ANDRUS
 BJ4189'OF MARRCO, LOUISIANA.
 BJ4189'
 BJ4189'TO REACH THE STATION FROM THE JUNCTION US HIGHWAY 51 AND STATE
 BJ4189'HIGHWAY 40 IN INDEPENDENCE, GO EAST, SOUTH AND EAST ON STATE HIGHWAY
 BJ4189'40 FOR 1.3 MILES TO THE CENTER OF A BRIDGE OVER TANGIPAHOA RIVER.
 BJ4189'CONTINUE EAST ON STATE HIGHWAY 40 FOR 0.45 MILE TO TOP OF HILL AND
 BJ4189'STATE HIGHWAY 1054 TO THE LEFT.  TURN LEFT AND GO NORTH ON
 BJ4189'STATE HIGHWAY 1054 FOR 1.8 MILES TO A GRAVELED ROAD RIGHT AND THE
 BJ4189'STATION ON THE LEFT.
 BJ4189'
 BJ4189'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED ROAD
 BJ4189'FOR 0.45 MILES TO THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF A
 BJ4189'T-ROAD.
 BJ4189'
 BJ4189'THE STATION MARK IS A STANDARD DISK, STAMPED COSTANZA 1939, SET IN
 BJ4189'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 BJ4189'IT IS 71 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE,
 BJ4189'57 FEET WEST OF THE CENTER OF STATE HIGHWAY 1054, 27 FEET WEST OF A
 BJ4189'FENCE AND 24 FEET SOUTH OF A GRAVELED DRIVEWAY.
 BJ4189'
 BJ4189'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COSTANZA NO 1 1939, SET
 BJ4189'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 BJ4189'INCHES.  IT IS 134 FEET SOUTH OF A POWERLINE POLE, 93 FEET NORTH OF
 BJ4189'A GRAVELED ROAD AND 28 FEET EAST OF THE CENTER OF STATE HIGHWAY
 BJ4189'1054.
 BJ4189'
 BJ4189'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COSTANZA NO 2 1939, SET
 BJ4189'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 BJ4189'INCHES.  IT IS 94 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 45
 BJ4189'FEET SOUTH OF A POWERLINE POLE, 28 FEET EAST OF THE CENTER OF
 BJ4189'STATE HIGHWAY 1054 AND 2 FEET WEST OF A FENCE.
 BJ4189'
 BJ4189'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED COSTANZA NO 3 1939 1970,
 BJ4189'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4189'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63 FEET WEST OF THE
 BJ4189'CENTER OF STATE HIGHWAY 1054, 55 FEET NORTH OF THE CENTER OF A
 BJ4189'GRAVELED DRIVEWAY, 53 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BJ4189'BARN, (CONTINUED ON CARD 2 OF 2) 33 FEET WEST OF A FENCE AND 14
 BJ4189'FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.  THE
 BJ4189'UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 BJ4189'COSTANZA NO 3 1939 1970, SET IN THE TOP OF A MASS OF CONCRETE 40
 BJ4189'INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4189'
 BJ4189'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COSTANZA 1939, SET IN
 BJ4189'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 BJ4189'IT IS 28 FEET SOUTH OF A POWERLINE POLE, 16 FEET
 BJ4189'SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 16 FEET EAST
 BJ4189'OF THE CENTER OF THE SOUTH GRAVELED ROAD, 4 FEET NORTHEAST OF A FENCE
 BJ4189'CORNER AND 2 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4189'
 BJ4189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES
 BJ4189'NORTHEAST OF INDEPENDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4191 ***********************************************************************
 BJ4191  DESIGNATION -  COSTANZA RM 3
 BJ4191  PID         -  BJ4191
 BJ4191  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4191  USGS QUAD   -  LORANGER (1974)
 BJ4191
 BJ4191                         *CURRENT SURVEY CONTROL
 BJ4191  ___________________________________________________________________
 BJ4191* NAD 83(1992)-  30 39 49.79935(N)    090 28 16.35573(W)     ADJUSTED  
 BJ4191* NAVD 88     -        41.2    (meters)     135.     (feet)  VERTCON   
 BJ4191  ___________________________________________________________________
 BJ4191  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ4191  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4191
 BJ4191  HORZ ORDER  -  FIRST
 BJ4191
 BJ4191.The horizontal coordinates were established by classical geodetic methods
 BJ4191.and adjusted by the National Geodetic Survey in January 1993..
 BJ4191
 BJ4191.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4191
 BJ4191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4191
 BJ4191.The geoid height was determined by GEOID03.
 BJ4191
 BJ4191;                    North         East     Units Scale Factor Converg.
 BJ4191;SPC LA S     -   240,164.651 1,082,622.479   MT  0.99999251   +0 25 51.9
 BJ4191;SPC LA S     -   787,940.19  3,551,903.92   sFT  0.99999251   +0 25 51.9
 BJ4191;UTM  15      - 3,395,075.210   742,294.368   MT  1.00032426   +1 17 25.1
 BJ4191
 BJ4191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4191!SPC LA S     -   0.99999780  x   0.99999251  =   0.99999031
 BJ4191!UTM  15      -   0.99999780  x   1.00032426  =   1.00032206
 BJ4191
 BJ4191|---------------------------------------------------------------------|
 BJ4191| PID    Reference Object                     Distance      Geod. Az  |
 BJ4191|                                                           dddmmss.s |
 BJ4191| CW1245 COSTANZA RM 1                        28.267 METERS 08130     |
 BJ4191| CW1244 COSTANZA AZ MK                                     0923715.0 |
 BJ4191| CW1246 COSTANZA RM 2                        59.281 METERS 15148     |
 BJ4191| BJ4189 COSTANZA                             24.318 METERS 17525     |
 BJ4191|---------------------------------------------------------------------|
 BJ4191
 BJ4191                          SUPERSEDED SURVEY CONTROL
 BJ4191
 BJ4191  NAD 83(1986)-  30 39 49.81400(N)    090 28 16.35304(W) AD(       ) 1
 BJ4191  NAD 27      -  30 39 49.13994(N)    090 28 16.02608(W) AD(       ) 1
 BJ4191  NGVD 29 (07/19/86)   41.2    (m)          135.     (f) VERT ANG       
 BJ4191
 BJ4191.Superseded values are not recommended for survey control.
 BJ4191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4191.See file dsdata.txt to determine how the superseded data were derived.
 BJ4191
 BJ4191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4229495075(NAD 83)
 BJ4191
 BJ4191  HISTORY     - Date     Condition        Report By
 BJ4191  HISTORY     - 1970     MONUMENTED       CGS
 BJ4191  HISTORY     - 1970     GOOD             NGS
 BJ4191
 BJ4191                          STATION DESCRIPTION
 BJ4191
 BJ4191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4191'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF AMITE, 2-3/4
 BJ4191'MILES NORTHEAST OF INDEPENDENCE ON THE EAST EDGE OF SECTION 46, T 4
 BJ4191'S, R 7 E AND ON PROPERTY OF MR. IRVIN ANDRUS OF MARRCO, LOUISIANA.
 BJ4191'
 BJ4191'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 AND STATE
 BJ4191'HIGHWAY 40 IN INDEPENDENCE, GO EAST, SOUTH AND EAST ON STATE HIGHWAY
 BJ4191'40 FOR 1.3 MILES TO BRIDGE OVER TANGIPAHOA RIVER.  CONTINUE EAST ON
 BJ4191'STATE HIGHWAY 40 FOR 0.45 MILE TO TOP OF HILL AND STATE HIGHWAY
 BJ4191'1054 ON THE LEFT.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 1054 FOR
 BJ4191'1.8 MILES TO A GRAVELED ROAD RIGHT AND THE STATION ON THE LEFT.
 BJ4191'
 BJ4191'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 BJ4191'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF A
 BJ4191'T-ROAD.
 BJ4191'
 BJ4191'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED COSTANZA
 BJ4191'NO 3 1939 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4191'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63
 BJ4191'FEET WEST OF THE CENTER OF STATE HIGHWAY 1054, 55 FEET NORTH OF THE
 BJ4191'CENTER OF A GRAVELED DRIVEWAY, 53 FEET NORTHEAST OF THE NORTHEAST
 BJ4191'CORNER OF A BARN, 33 FEET WEST OF A FENCE AND 14 FEET SOUTH OF A
 BJ4191'METAL WITNESS POST WITH A SIGN ATTACHED.  THE UNDERGROUND MARK IS
 BJ4191'A STANDARD REFERENCE MARK DISK, STAMPED COSTANZA NO 3 1939
 BJ4191'1970, SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW THE
 BJ4191'SURFACE OF THE GROUND.
 BJ4191'
 BJ4191'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COSTANZA NO 1 1939, SET
 BJ4191'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 BJ4191'INCHES.  IT IS 134 FEET SOUTH OF A POWERLINE POLE, 93 FEET NORTH OF
 BJ4191'THE CENTER OF A GRAVELED ROAD AND 28 FEET EAST OF THE CENTER OF
 BJ4191'STATE HIGHWAY 1054.
 BJ4191'
 BJ4191'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COSTANZA NO 2 1939, SET
 BJ4191'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 BJ4191'INCHES.  IT IS 94 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 45
 BJ4191'FEET SOUTH OF A POWERLINE POLE, 28 FEET EAST OF THE CENTER OF
 BJ4191'STATE HIGHWAY 1054 AND 2 FEET WEST OF A FENCE.
 BJ4191'
 BJ4191'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COSTANZA 1939, SET IN
 BJ4191'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES,
 BJ4191'IT IS 28 FEET SOUTH OF A POWERLINE POLE, 16 FEET EAST OF THE CENTER
 BJ4191'OF A SOUTH ROAD, 16 FEET SOUTH OF AN EAST-WEST GRAVELED ROAD, 4 FEET
 BJ4191'NORTHEAST OF A FENCE CORNER AND 2 FEET WEST OF A METAL WITNESS
 BJ4191'POST WITH A SIGN ATTACHED.
 BJ4191'
 BJ4191'COSTANZA 1939 IS A STANDARD STATION MARK DISK, STAMPED COSTANZA 1939,
 BJ4191'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 BJ4191'INCHES.  IT IS 71 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 BJ4191'HOUSE, 57 FEET WEST OF THE CENTER OF STATE HIGHWAY 1054, 27 FEET
 BJ4191'WEST OF A FENCE AND 24 FEET SOUTH OF A GRAVELED DRIVEWAY.
 BJ4191'
 BJ4191'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2312 ***********************************************************************
 BJ2312  DESIGNATION -  COSWELL BAYOU BOLT
 BJ2312  PID         -  BJ2312
 BJ2312  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2312  USGS QUAD   -  LOTTIE (1994)
 BJ2312
 BJ2312                         *CURRENT SURVEY CONTROL
 BJ2312  ___________________________________________________________________
 BJ2312* NAD 83(1986)-  30 30 03.     (N)    091 44 33.     (W)     SCALED    
 BJ2312* NAVD 88     -         7.95   (+/-2cm)      26.1    (feet)  VERTCON   
 BJ2312  ___________________________________________________________________
 BJ2312  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2312
 BJ2312  VERT ORDER  -  ? (See Below)
 BJ2312
 BJ2312.The horizontal coordinates were scaled from a topographic map and have
 BJ2312.an estimated accuracy of +/- 6 seconds.
 BJ2312
 BJ2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2312.The vertical order pertains to the NGVD 29 superseded value.
 BJ2312
 BJ2312.The geoid height was determined by GEOID03.
 BJ2312
 BJ2312;                    North         East    Units  Estimated Accuracy
 BJ2312;SPC LA S     -   221,850.      960,720.      MT  (+/- 180 meters Scaled)
 BJ2312
 BJ2312                          SUPERSEDED SURVEY CONTROL
 BJ2312
 BJ2312  NGVD 29 (??/??/??)    7.970  (m)           26.15   (f) ADJUSTED    ?  
 BJ2312
 BJ2312.Superseded values are not recommended for survey control.
 BJ2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2312.See file dsdata.txt to determine how the superseded data were derived.
 BJ2312
 BJ2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP206749(NAD 83)
 BJ2312_MARKER: B = BOLT
 BJ2312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2312_SP_SET: CONCRETE SLAB
 BJ2312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2312
 BJ2312  HISTORY     - Date     Condition        Report By
 BJ2312  HISTORY     - UNK      MONUMENTED       DOD
 BJ2312  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2312
 BJ2312                          STATION DESCRIPTION
 BJ2312
 BJ2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2312'2.25 MI SW FROM SHERBURNE.
 BJ2312'2-1/4 MILES SOUTHWEST ALONG THE LEVEE FROM THE STORE AT SHERBURNE,
 BJ2312'POINTE COUPEE PARISH, ABOUT 400 FEET SOUTH OF LEVEE MILEPOST 47, 234
 BJ2312'FEET LANDSIDE OF LEVEE STATION 2356+94, ON THE EAST BANK OF
 BJ2312'ATCHAFALAYA RIVER, IN SEC. 43, T. 6 S., R. 7 E., 109 FEET EAST OF A
 BJ2312'HOUSE, IN A BARNYARD, BETWEEN A CABIN AND A SMALL SHED, 20 FEET SOUTH
 BJ2312'OF THE SOUTH BANK OF COSWELL BAYOU, 29 FEET SOUTHEAST OF A BLAZED
 BJ2312'24-INCH SYCAMORE TREE, 15 FEET SOUTHWEST OF A BLAZED 24-INCH WILLOW
 BJ2312'TREE, AND 8 FEET EAST OF THE CABIN.  A COPPER BOLT, SET IN THE TOP OF
 BJ2312'A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BJ2312'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BJ2312'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2311 ***********************************************************************
 BJ2311  DESIGNATION -  COSWELL BAYOU CAP
 BJ2311  PID         -  BJ2311
 BJ2311  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2311  USGS QUAD   -  LOTTIE (1994)
 BJ2311
 BJ2311                         *CURRENT SURVEY CONTROL
 BJ2311  ___________________________________________________________________
 BJ2311* NAD 83(1986)-  30 30 03.     (N)    091 44 33.     (W)     SCALED    
 BJ2311* NAVD 88     -         9.20   (+/-2cm)      30.2    (feet)  VERTCON   
 BJ2311  ___________________________________________________________________
 BJ2311  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2311
 BJ2311  VERT ORDER  -  ? (See Below)
 BJ2311
 BJ2311.The horizontal coordinates were scaled from a topographic map and have
 BJ2311.an estimated accuracy of +/- 6 seconds.
 BJ2311
 BJ2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2311.The vertical order pertains to the NGVD 29 superseded value.
 BJ2311
 BJ2311.The geoid height was determined by GEOID03.
 BJ2311
 BJ2311;                    North         East    Units  Estimated Accuracy
 BJ2311;SPC LA S     -   221,850.      960,720.      MT  (+/- 180 meters Scaled)
 BJ2311
 BJ2311                          SUPERSEDED SURVEY CONTROL
 BJ2311
 BJ2311  NGVD 29 (??/??/??)    9.211  (m)           30.22   (f) ADJUSTED    ?  
 BJ2311
 BJ2311.Superseded values are not recommended for survey control.
 BJ2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2311.See file dsdata.txt to determine how the superseded data were derived.
 BJ2311
 BJ2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP206749(NAD 83)
 BJ2311_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2311
 BJ2311  HISTORY     - Date     Condition        Report By
 BJ2311  HISTORY     - UNK      MONUMENTED       DOD
 BJ2311  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2311
 BJ2311                          STATION DESCRIPTION
 BJ2311
 BJ2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2311'2.25 MI SW FROM SHERBURNE.
 BJ2311'2-1/4 MILES SOUTHWEST ALONG THE LEVEE FROM THE STORE AT SHERBURNE,
 BJ2311'POINTE COUPEE PARISH, ABOUT 400 FEET SOUTH OF LEVEE MILEPOST 47, 234
 BJ2311'FEET LANDSIDE OF LEVEE STATION 2356+94, ON THE EAST BANK OF
 BJ2311'ATCHAFALAYA RIVER, IN SEC. 43, T. 6 S., R. 7 E., 109 FEET EAST OF A
 BJ2311'HOUSE, IN A BARNYARD, BETWEEN A CABIN AND A SMALL SHED, 20 FEET SOUTH
 BJ2311'OF THE SOUTH BANK OF COSWELL BAYOU, 29 FEET SOUTHEAST OF A BLAZED
 BJ2311'24-INCH SYCAMORE TREE, 15 FEET SOUTHWEST OF A BLAZED 24-INCH WILLOW
 BJ2311'TREE, AND 8 FEET EAST OF THE CABIN.  AN IRON PIPE BEARING A CORPS OF
 BJ2311'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6427 ***********************************************************************
 AH6427  DESIGNATION -  COTB 01
 AH6427  PID         -  AH6427
 AH6427  STATE/COUNTY-  LA/TERREBONNE
 AH6427  USGS QUAD   -  HOUMA (1980)
 AH6427
 AH6427                         *CURRENT SURVEY CONTROL
 AH6427  ___________________________________________________________________
 AH6427* NAD 83(1992)-  29 36 16.35629(N)    090 39 41.44410(W)     ADJUSTED  
 AH6427* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6427  **This station is located in a subsidence area (see below).
 AH6427  ___________________________________________________________________
 AH6427  X           -     -64,076.733 (meters)                     COMP
 AH6427  Y           -  -5,549,652.648 (meters)                     COMP
 AH6427  Z           -   3,132,323.416 (meters)                     COMP
 AH6427  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6427  ELLIP HEIGHT-         -24.05  (meters)          (02/21/02) GPS OBS
 AH6427  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH6427
 AH6427  HORZ ORDER  -  FIRST
 AH6427  ELLP ORDER  -  FIFTH     CLASS I
 AH6427
 AH6427.The horizontal coordinates were established by GPS observations
 AH6427.and adjusted by the National Geodetic Survey in December 1998..
 AH6427
 AH6427 ** The orthometric height has not been validated since last determined
 AH6427 ** by differential leveling and should not be used for control purposes.
 AH6427 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6427 ** area with valid NAVD 88 orthometric heights.
 AH6427 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6427 ** epoch indicated which incorporates improved geoid heights for the
 AH6427 ** Southern Louisiana Subsidence area.
 AH6427 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6427.The orthometric height was determined by GPS observations and a
 AH6427.high-resolution geoid model.
 AH6427
 AH6427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6427
 AH6427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6427
 AH6427.The ellipsoidal height was determined by GPS observations
 AH6427.and is referenced to NAD 83.
 AH6427
 AH6427.The geoid height was determined by GEOID03.
 AH6427
 AH6427;                    North         East     Units Scale Factor Converg.
 AH6427;SPC LA S     -   122,624.065 1,065,073.320   MT  0.99994951   +0 20 09.3
 AH6427;SPC LA S     -   402,309.12  3,494,328.05   sFT  0.99994951   +0 20 09.3
 AH6427;UTM  15      - 3,277,250.732   726,463.011   MT  1.00023284   +1 09 20.6
 AH6427
 AH6427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6427!SPC LA S     -   1.00000378  x   0.99994951  =   0.99995329
 AH6427!UTM  15      -   1.00000378  x   1.00023284  =   1.00023662
 AH6427
 AH6427                          SUPERSEDED SURVEY CONTROL
 AH6427
 AH6427  ELLIP H (12/17/98)  -23.97   (m)                       GP(       ) 4 2
 AH6427
 AH6427.Superseded values are not recommended for survey control.
 AH6427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6427.See file dsdata.txt to determine how the superseded data were derived.
 AH6427
 AH6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2646377251(NAD 83)
 AH6427_MARKER: DD = SURVEY DISK
 AH6427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6427_STAMPING: COTB 01
 AH6427_MARK LOGO: LA-109
 AH6427_PROJECTION: FLUSH
 AH6427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6427+STABILITY: SURFACE MOTION
 AH6427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6427+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6427
 AH6427  HISTORY     - Date     Condition        Report By
 AH6427  HISTORY     - 1995     MONUMENTED       MPHI
 AH6427
 AH6427                          STATION DESCRIPTION
 AH6427
 AH6427'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6427'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6427'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6427'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN RIGHT AND TRAVEL
 AH6427'SOUTH ON HWY 660 FOR 3.23 MI (5.20 KM) AND THE STATION IS ON THE
 AH6427'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 45.7
 AH6427'SOUTH FROM THE CENTERLINE OF HWY 660, 126.9 FT (38.7 M) SOUTHEAST FROM
 AH6427'THE POWER POLE NO.70, 57.5 FT (17.5 M) WEST FROM THE CENTERLINE OF THE
 AH6427'WATER METER, 151.5 FT (46.2 M) NORTHWEST FROM THE FIRE HYDRANT, AND
 AH6427'157.7 FT (48.1 M) SOUTHWEST FROM THE POWER POLE NO.71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6423 ***********************************************************************
 AH6423  DESIGNATION -  COTB 02
 AH6423  PID         -  AH6423
 AH6423  STATE/COUNTY-  LA/TERREBONNE
 AH6423  USGS QUAD   -  HOUMA (1980)
 AH6423
 AH6423                         *CURRENT SURVEY CONTROL
 AH6423  ___________________________________________________________________
 AH6423* NAD 83(1992)-  29 36 56.83910(N)    090 40 42.73328(W)     ADJUSTED  
 AH6423* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6423  **This station is located in a subsidence area (see below).
 AH6423  ___________________________________________________________________
 AH6423  X           -     -65,718.452 (meters)                     COMP
 AH6423  Y           -  -5,549,017.594 (meters)                     COMP
 AH6423  Z           -   3,133,407.156 (meters)                     COMP
 AH6423  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6423  ELLIP HEIGHT-         -23.97  (meters)          (02/21/02) GPS OBS
 AH6423  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH6423
 AH6423  HORZ ORDER  -  FIRST
 AH6423  ELLP ORDER  -  FIFTH     CLASS I
 AH6423
 AH6423.The horizontal coordinates were established by GPS observations
 AH6423.and adjusted by the National Geodetic Survey in December 1998..
 AH6423
 AH6423 ** The orthometric height has not been validated since last determined
 AH6423 ** by differential leveling and should not be used for control purposes.
 AH6423 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6423 ** area with valid NAVD 88 orthometric heights.
 AH6423 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6423 ** epoch indicated which incorporates improved geoid heights for the
 AH6423 ** Southern Louisiana Subsidence area.
 AH6423 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6423.The orthometric height was determined by GPS observations and a
 AH6423.high-resolution geoid model.
 AH6423
 AH6423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6423
 AH6423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6423
 AH6423.The ellipsoidal height was determined by GPS observations
 AH6423.and is referenced to NAD 83.
 AH6423
 AH6423.The geoid height was determined by GEOID03.
 AH6423
 AH6423;                    North         East     Units Scale Factor Converg.
 AH6423;SPC LA S     -   123,860.922 1,063,417.178   MT  0.99994818   +0 19 38.7
 AH6423;SPC LA S     -   406,367.04  3,488,894.52   sFT  0.99994818   +0 19 38.7
 AH6423;UTM  15      - 3,278,464.098   724,788.869   MT  1.00022351   +1 08 51.7
 AH6423
 AH6423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6423!SPC LA S     -   1.00000376  x   0.99994818  =   0.99995194
 AH6423!UTM  15      -   1.00000376  x   1.00022351  =   1.00022728
 AH6423
 AH6423:                Primary Azimuth Mark                     Grid Az
 AH6423:SPC LA S     -  COTB 03                                  309 27 12.5
 AH6423:UTM  15      -  COTB 03                                  308 37 59.5
 AH6423
 AH6423|---------------------------------------------------------------------|
 AH6423| PID    Reference Object                     Distance      Geod. Az  |
 AH6423|                                                           dddmmss.s |
 AH6423| AH6410 COTB 03                             APPROX. 0.9 KM 3094651.2 |
 AH6423|---------------------------------------------------------------------|
 AH6423
 AH6423                          SUPERSEDED SURVEY CONTROL
 AH6423
 AH6423  ELLIP H (12/17/98)  -23.88   (m)                       GP(       ) 4 2
 AH6423
 AH6423.Superseded values are not recommended for survey control.
 AH6423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6423.See file dsdata.txt to determine how the superseded data were derived.
 AH6423
 AH6423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2478978464(NAD 83)
 AH6423_MARKER: DD = SURVEY DISK
 AH6423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6423_STAMPING: COTB 02
 AH6423_MARK LOGO: LA-109
 AH6423_PROJECTION: FLUSH
 AH6423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6423+STABILITY: SURFACE MOTION
 AH6423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6423+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6423
 AH6423  HISTORY     - Date     Condition        Report By
 AH6423  HISTORY     - 1995     MONUMENTED       MPHI
 AH6423
 AH6423                          STATION DESCRIPTION
 AH6423
 AH6423'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6423'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6423'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6423'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN RIGHT AND TRAVEL
 AH6423'SOUTH ON HWY 660 FOR 1.9 MI (3.1 KM) AND THE STATION IS ON THE LEFT.
 AH6423'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 27.30 FT
 AH6423'(8.32 M) NORTHEAST FROM THE CENTERLINE OF COTEAU ROAD, 36.20 FT (11.03
 AH6423'M) NORTHWEST FROM THE ANCHOR POLE, 79.0 FT (24.1 M) NORTH FROM THE
 AH6423'POWER POLE WITH A LIGHT NO.48 AND IS 700 +/- FT SOUTHEAST FROM THE
 AH6423'CENTERLINE HOLLYWOOD CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6410 ***********************************************************************
 AH6410  DESIGNATION -  COTB 03
 AH6410  PID         -  AH6410
 AH6410  STATE/COUNTY-  LA/TERREBONNE
 AH6410  USGS QUAD   -  HOUMA (1980)
 AH6410
 AH6410                         *CURRENT SURVEY CONTROL
 AH6410  ___________________________________________________________________
 AH6410* NAD 83(1992)-  29 37 14.70008(N)    090 41 07.28591(W)     ADJUSTED  
 AH6410* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6410  **This station is located in a subsidence area (see below).
 AH6410  ___________________________________________________________________
 AH6410  X           -     -66,375.724 (meters)                     COMP
 AH6410  Y           -  -5,548,737.878 (meters)                     COMP
 AH6410  Z           -   3,133,885.201 (meters)                     COMP
 AH6410  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6410  ELLIP HEIGHT-         -24.06  (meters)          (02/21/02) GPS OBS
 AH6410  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6410
 AH6410  HORZ ORDER  -  FIRST
 AH6410  ELLP ORDER  -  FIFTH     CLASS I
 AH6410
 AH6410.The horizontal coordinates were established by GPS observations
 AH6410.and adjusted by the National Geodetic Survey in December 1998..
 AH6410
 AH6410 ** The orthometric height has not been validated since last determined
 AH6410 ** by differential leveling and should not be used for control purposes.
 AH6410 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6410 ** area with valid NAVD 88 orthometric heights.
 AH6410 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6410 ** epoch indicated which incorporates improved geoid heights for the
 AH6410 ** Southern Louisiana Subsidence area.
 AH6410 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6410.The orthometric height was determined by GPS observations and a
 AH6410.high-resolution geoid model.
 AH6410
 AH6410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6410
 AH6410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6410
 AH6410.The ellipsoidal height was determined by GPS observations
 AH6410.and is referenced to NAD 83.
 AH6410
 AH6410.The geoid height was determined by GEOID03.
 AH6410
 AH6410;                    North         East     Units Scale Factor Converg.
 AH6410;SPC LA S     -   124,407.080 1,062,753.540   MT  0.99994761   +0 19 26.4
 AH6410;SPC LA S     -   408,158.89  3,486,717.24   sFT  0.99994761   +0 19 26.4
 AH6410;UTM  15      - 3,279,000.844   724,117.295   MT  1.00021979   +1 08 40.2
 AH6410
 AH6410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6410!SPC LA S     -   1.00000378  x   0.99994761  =   0.99995139
 AH6410!UTM  15      -   1.00000378  x   1.00021979  =   1.00022357
 AH6410
 AH6410:                Primary Azimuth Mark                     Grid Az
 AH6410:SPC LA S     -  COTB 02                                  129 27 12.7
 AH6410:UTM  15      -  COTB 02                                  128 37 58.9
 AH6410
 AH6410|---------------------------------------------------------------------|
 AH6410| PID    Reference Object                     Distance      Geod. Az  |
 AH6410|                                                           dddmmss.s |
 AH6410| AH6423 COTB 02                             APPROX. 0.9 KM 1294639.1 |
 AH6410|---------------------------------------------------------------------|
 AH6410
 AH6410                          SUPERSEDED SURVEY CONTROL
 AH6410
 AH6410  ELLIP H (12/17/98)  -23.98   (m)                       GP(       ) 4 2
 AH6410
 AH6410.Superseded values are not recommended for survey control.
 AH6410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6410.See file dsdata.txt to determine how the superseded data were derived.
 AH6410
 AH6410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2411779001(NAD 83)
 AH6410_MARKER: DD = SURVEY DISK
 AH6410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6410_STAMPING: COTB 03
 AH6410_MARK LOGO: LA-109
 AH6410_PROJECTION: FLUSH
 AH6410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6410+STABILITY: SURFACE MOTION
 AH6410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6410+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6410
 AH6410  HISTORY     - Date     Condition        Report By
 AH6410  HISTORY     - 1995     MONUMENTED       MPHI
 AH6410
 AH6410                          STATION DESCRIPTION
 AH6410
 AH6410'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6410'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6410'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.   TRAVEL ON
 AH6410'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN RIGHT AND TRAVEL
 AH6410'SOUTH ON HWY 660 FOR 1.35 MI (2.17 KM) AND THE STATION IS ON THE LEFT.
 AH6410'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.60 FT
 AH6410'(6.89 M) NORTHEAST FROM THE CENTERLINE OF COTEAU ROAD, 64.60 FT (19.69
 AH6410'M) NORTHWEST FROM THE CASING VENT, 102.60 FT (31.27 M) NORTHWEST FROM
 AH6410'THE POWER POLE WITH A LIGHT, 150.40 FT (45.84 M) SOUTHEAST FROM THE
 AH6410'CENTERLINE PROJECTION OF SOUTH ZIFFUL LAND, AND 15.60 FT (4.75 M)
 AH6410'SOUTHWEST FROM THE 4 FT MESH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6411 ***********************************************************************
 AH6411  DESIGNATION -  COTB 04
 AH6411  PID         -  AH6411
 AH6411  STATE/COUNTY-  LA/TERREBONNE
 AH6411  USGS QUAD   -  HOUMA (1980)
 AH6411
 AH6411                         *CURRENT SURVEY CONTROL
 AH6411  ___________________________________________________________________
 AH6411* NAD 83(1992)-  29 37 28.31846(N)    090 41 35.81231(W)     ADJUSTED  
 AH6411* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6411  **This station is located in a subsidence area (see below).
 AH6411  ___________________________________________________________________
 AH6411  X           -     -67,140.605 (meters)                     COMP
 AH6411  Y           -  -5,548,521.416 (meters)                     COMP
 AH6411  Z           -   3,134,249.723 (meters)                     COMP
 AH6411  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6411  ELLIP HEIGHT-         -24.04  (meters)          (02/21/02) GPS OBS
 AH6411  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH6411
 AH6411  HORZ ORDER  -  FIRST
 AH6411  ELLP ORDER  -  FIFTH     CLASS I
 AH6411
 AH6411.The horizontal coordinates were established by GPS observations
 AH6411.and adjusted by the National Geodetic Survey in December 1998..
 AH6411
 AH6411 ** The orthometric height has not been validated since last determined
 AH6411 ** by differential leveling and should not be used for control purposes.
 AH6411 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6411 ** area with valid NAVD 88 orthometric heights.
 AH6411 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6411 ** epoch indicated which incorporates improved geoid heights for the
 AH6411 ** Southern Louisiana Subsidence area.
 AH6411 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6411.The orthometric height was determined by GPS observations and a
 AH6411.high-resolution geoid model.
 AH6411
 AH6411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6411
 AH6411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6411
 AH6411.The ellipsoidal height was determined by GPS observations
 AH6411.and is referenced to NAD 83.
 AH6411
 AH6411.The geoid height was determined by GEOID03.
 AH6411
 AH6411;                    North         East     Units Scale Factor Converg.
 AH6411;SPC LA S     -   124,822.056 1,061,983.802   MT  0.99994718   +0 19 12.1
 AH6411;SPC LA S     -   409,520.36  3,484,191.86   sFT  0.99994718   +0 19 12.1
 AH6411;UTM  15      - 3,279,404.863   723,341.484   MT  1.00021551   +1 08 26.6
 AH6411
 AH6411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6411!SPC LA S     -   1.00000378  x   0.99994718  =   0.99995096
 AH6411!UTM  15      -   1.00000378  x   1.00021551  =   1.00021929
 AH6411
 AH6411:                Primary Azimuth Mark                     Grid Az
 AH6411:SPC LA S     -  COTB 05                                  308 27 34.7
 AH6411:UTM  15      -  COTB 05                                  307 38 20.2
 AH6411
 AH6411|---------------------------------------------------------------------|
 AH6411| PID    Reference Object                     Distance      Geod. Az  |
 AH6411|                                                           dddmmss.s |
 AH6411| AH6412 COTB 05                             APPROX. 0.7 KM 3084646.8 |
 AH6411|---------------------------------------------------------------------|
 AH6411
 AH6411                          SUPERSEDED SURVEY CONTROL
 AH6411
 AH6411  ELLIP H (12/17/98)  -23.94   (m)                       GP(       ) 4 2
 AH6411
 AH6411.Superseded values are not recommended for survey control.
 AH6411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6411.See file dsdata.txt to determine how the superseded data were derived.
 AH6411
 AH6411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2334179405(NAD 83)
 AH6411_MARKER: DD = SURVEY DISK
 AH6411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6411_STAMPING: COTB 04
 AH6411_MARK LOGO: LA-109
 AH6411_PROJECTION: FLUSH
 AH6411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6411+STABILITY: SURFACE MOTION
 AH6411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6411+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6411
 AH6411  HISTORY     - Date     Condition        Report By
 AH6411  HISTORY     - 1995     MONUMENTED       MPHI
 AH6411
 AH6411                          STATION DESCRIPTION
 AH6411
 AH6411'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6411'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6411'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6411'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN RIGHT AND TRAVEL
 AH6411'SOUTH ON HWY 660 FOR 0.8 MI (1.3 KM) AND THE MARK IS ON THE RIGHT. THE
 AH6411'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 24.80 FT (7.56 M)
 AH6411'SOUTHWEST FROM THE CENTERLINE OF COTEAU ROAD, 90.50 FT (27.58 M)
 AH6411'SOUTHEAST FROM THE POWER POLE, 56.30 FT (17.16 M) SOUTHWEST FROM THE
 AH6411'FIRE HYDRANT, AND 53.90 FT (16.43 M) NORTHWEST FROM THE CENTERLINE OF
 AH6411'THE SHELL L.P.AND L. DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6412 ***********************************************************************
 AH6412  DESIGNATION -  COTB 05
 AH6412  PID         -  AH6412
 AH6412  STATE/COUNTY-  LA/TERREBONNE
 AH6412  USGS QUAD   -  SAVOIE (1980)
 AH6412
 AH6412                         *CURRENT SURVEY CONTROL
 AH6412  ___________________________________________________________________
 AH6412* NAD 83(1992)-  29 37 41.66712(N)    090 41 54.82953(W)     ADJUSTED  
 AH6412* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6412  **This station is located in a subsidence area (see below).
 AH6412  ___________________________________________________________________
 AH6412  X           -     -67,649.692 (meters)                     COMP
 AH6412  Y           -  -5,548,312.106 (meters)                     COMP
 AH6412  Z           -   3,134,607.042 (meters)                     COMP
 AH6412  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6412  ELLIP HEIGHT-         -23.96  (meters)          (02/21/02) GPS OBS
 AH6412  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH6412
 AH6412  HORZ ORDER  -  FIRST
 AH6412  ELLP ORDER  -  FIFTH     CLASS I
 AH6412
 AH6412.The horizontal coordinates were established by GPS observations
 AH6412.and adjusted by the National Geodetic Survey in December 1998..
 AH6412
 AH6412 ** The orthometric height has not been validated since last determined
 AH6412 ** by differential leveling and should not be used for control purposes.
 AH6412 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6412 ** area with valid NAVD 88 orthometric heights.
 AH6412 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6412 ** epoch indicated which incorporates improved geoid heights for the
 AH6412 ** Southern Louisiana Subsidence area.
 AH6412 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6412.The orthometric height was determined by GPS observations and a
 AH6412.high-resolution geoid model.
 AH6412
 AH6412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6412
 AH6412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6412
 AH6412.The ellipsoidal height was determined by GPS observations
 AH6412.and is referenced to NAD 83.
 AH6412
 AH6412.The geoid height was determined by GEOID03.
 AH6412
 AH6412;                    North         East     Units Scale Factor Converg.
 AH6412;SPC LA S     -   125,230.195 1,061,469.958   MT  0.99994676   +0 19 02.6
 AH6412;SPC LA S     -   410,859.40  3,482,506.02   sFT  0.99994676   +0 19 02.6
 AH6412;UTM  15      - 3,279,805.708   722,821.707   MT  1.00021265   +1 08 17.6
 AH6412
 AH6412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6412!SPC LA S     -   1.00000376  x   0.99994676  =   0.99995052
 AH6412!UTM  15      -   1.00000376  x   1.00021265  =   1.00021641
 AH6412
 AH6412:                Primary Azimuth Mark                     Grid Az
 AH6412:SPC LA S     -  COTB 04                                  128 27 34.8
 AH6412:UTM  15      -  COTB 04                                  127 38 19.8
 AH6412
 AH6412|---------------------------------------------------------------------|
 AH6412| PID    Reference Object                     Distance      Geod. Az  |
 AH6412|                                                           dddmmss.s |
 AH6412| AH6411 COTB 04                             APPROX. 0.7 KM 1284637.4 |
 AH6412|---------------------------------------------------------------------|
 AH6412
 AH6412                          SUPERSEDED SURVEY CONTROL
 AH6412
 AH6412  ELLIP H (12/17/98)  -23.85   (m)                       GP(       ) 4 2
 AH6412
 AH6412.Superseded values are not recommended for survey control.
 AH6412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6412.See file dsdata.txt to determine how the superseded data were derived.
 AH6412
 AH6412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2282279806(NAD 83)
 AH6412_MARKER: DD = SURVEY DISK
 AH6412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6412_STAMPING: COTB 05
 AH6412_MARK LOGO: LA-109
 AH6412_PROJECTION: FLUSH
 AH6412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6412+STABILITY: SURFACE MOTION
 AH6412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6412+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6412
 AH6412  HISTORY     - Date     Condition        Report By
 AH6412  HISTORY     - 1995     MONUMENTED       MPHI
 AH6412
 AH6412                          STATION DESCRIPTION
 AH6412
 AH6412'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6412'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6412'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6412'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN RIGHT AND TRAVEL
 AH6412'SOUTH ON HWY 660 FOR 0.4 MI (0.6 KM) AND THE STATION IS ON THE RIGHT.
 AH6412'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 21.50 FT
 AH6412'(6.55 M) SOUTHWEST FROM THE CENTERLINE OF COTEAU ROAD, 92.40 FT (28.16
 AH6412'M) SOUTHEAST FROM THE POWER POLE WITH A LIGHT, 104.80 FT (31.94 M)
 AH6412'NORTHWEST FROM THE POWER POLE WITH A LIGHT NO.11, 32.90 FT (10.03 M)
 AH6412'NORTHEAST FROM THE POWER POLE, AND 57.80 FT (17.62 M) SOUTHEAST FROM
 AH6412'THE CENTERLINE OF THE CONCRETE DRIVEWAY FOR THE METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6421 ***********************************************************************
 AH6421  DESIGNATION -  COTB 06
 AH6421  PID         -  AH6421
 AH6421  STATE/COUNTY-  LA/TERREBONNE
 AH6421  USGS QUAD   -  SAVOIE (1980)
 AH6421
 AH6421                         *CURRENT SURVEY CONTROL
 AH6421  ___________________________________________________________________
 AH6421* NAD 83(1992)-  29 38 11.65296(N)    090 42 36.25865(W)     ADJUSTED  
 AH6421* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6421  **This station is located in a subsidence area (see below).
 AH6421  ___________________________________________________________________
 AH6421  X           -     -68,758.443 (meters)                     COMP
 AH6421  Y           -  -5,547,842.637 (meters)                     COMP
 AH6421  Z           -   3,135,409.966 (meters)                     COMP
 AH6421  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6421  ELLIP HEIGHT-         -23.16  (meters)          (02/21/02) GPS OBS
 AH6421  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AH6421
 AH6421  HORZ ORDER  -  FIRST
 AH6421  ELLP ORDER  -  FIFTH     CLASS I
 AH6421
 AH6421.The horizontal coordinates were established by GPS observations
 AH6421.and adjusted by the National Geodetic Survey in December 1998..
 AH6421
 AH6421 ** The orthometric height has not been validated since last determined
 AH6421 ** by differential leveling and should not be used for control purposes.
 AH6421 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6421 ** area with valid NAVD 88 orthometric heights.
 AH6421 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6421 ** epoch indicated which incorporates improved geoid heights for the
 AH6421 ** Southern Louisiana Subsidence area.
 AH6421 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6421.The orthometric height was determined by GPS observations and a
 AH6421.high-resolution geoid model.
 AH6421
 AH6421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6421
 AH6421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6421
 AH6421.The ellipsoidal height was determined by GPS observations
 AH6421.and is referenced to NAD 83.
 AH6421
 AH6421.The geoid height was determined by GEOID03.
 AH6421
 AH6421;                    North         East     Units Scale Factor Converg.
 AH6421;SPC LA S     -   126,147.298 1,060,350.525   MT  0.99994583   +0 18 41.9
 AH6421;SPC LA S     -   413,868.26  3,478,833.35   sFT  0.99994583   +0 18 41.9
 AH6421;UTM  15      - 3,280,706.913   721,688.949   MT  1.00020643   +1 07 58.2
 AH6421
 AH6421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6421!SPC LA S     -   1.00000364  x   0.99994583  =   0.99994947
 AH6421!UTM  15      -   1.00000364  x   1.00020643  =   1.00021007
 AH6421
 AH6421:                Primary Azimuth Mark                     Grid Az
 AH6421:SPC LA S     -  COTB 07                                  321 37 18.9
 AH6421:UTM  15      -  COTB 07                                  320 48 02.6
 AH6421
 AH6421|---------------------------------------------------------------------|
 AH6421| PID    Reference Object                     Distance      Geod. Az  |
 AH6421|                                                           dddmmss.s |
 AH6421| AH6419 COTB 07                             APPROX. 0.9 KM 3215600.8 |
 AH6421|---------------------------------------------------------------------|
 AH6421
 AH6421                          SUPERSEDED SURVEY CONTROL
 AH6421
 AH6421  ELLIP H (12/17/98)  -23.08   (m)                       GP(       ) 4 2
 AH6421
 AH6421.Superseded values are not recommended for survey control.
 AH6421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6421.See file dsdata.txt to determine how the superseded data were derived.
 AH6421
 AH6421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2168980707(NAD 83)
 AH6421_MARKER: DD = SURVEY DISK
 AH6421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6421_STAMPING: COTB 06
 AH6421_MARK LOGO: LA-109
 AH6421_PROJECTION: FLUSH
 AH6421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6421+STABILITY: SURFACE MOTION
 AH6421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6421+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6421
 AH6421  HISTORY     - Date     Condition        Report By
 AH6421  HISTORY     - 1995     MONUMENTED       MPHI
 AH6421
 AH6421                          STATION DESCRIPTION
 AH6421
 AH6421'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6421'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6421'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6421'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN LEFT AND TRAVEL
 AH6421'NORTH ON HWY 660 FOR 0.5 MI (0.8 KM) AND THE STATION IS ON THE RIGHT.
 AH6421'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 18.60 FT
 AH6421'(5.67 M) NORTHEAST FROM THE CENTERLINE OF COTEAU ROAD, 56.80 FT (17.31
 AH6421'M) NORTHEAST FROM THE TELEPHONE JUNCTION BOX NO.15, 63.0 FT (19.2 M)
 AH6421'NORTHEAST FROM THE FIRE HYDRANT, 38.70 FT (11.80 M) SOUTH FROM THE HWY
 AH6421'RIGHT-OF-WAY MARKER, 25.90 FT (7.89 M) WEST FROM THE 4 FT CHAIN LINK
 AH6421'FENCE CORNER, 33.40 FT (10.18 M) NORTHWEST FROM THE SEWER MANHOLE, AND
 AH6421'48.80 FT (14.87 M) NORTHWEST FROM THE CENTERLINE OF GLADYS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6419 ***********************************************************************
 AH6419  DESIGNATION -  COTB 07
 AH6419  PID         -  AH6419
 AH6419  STATE/COUNTY-  LA/TERREBONNE
 AH6419  USGS QUAD   -  SAVOIE (1980)
 AH6419
 AH6419                         *CURRENT SURVEY CONTROL
 AH6419  ___________________________________________________________________
 AH6419* NAD 83(1992)-  29 38 33.44376(N)    090 42 55.79485(W)     ADJUSTED  
 AH6419* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6419  **This station is located in a subsidence area (see below).
 AH6419  ___________________________________________________________________
 AH6419  X           -     -69,279.760 (meters)                     COMP
 AH6419  Y           -  -5,547,504.442 (meters)                     COMP
 AH6419  Z           -   3,135,993.199 (meters)                     COMP
 AH6419  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6419  ELLIP HEIGHT-         -23.01  (meters)          (02/21/02) GPS OBS
 AH6419  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6419
 AH6419  HORZ ORDER  -  FIRST
 AH6419  ELLP ORDER  -  FIFTH     CLASS I
 AH6419
 AH6419.The horizontal coordinates were established by GPS observations
 AH6419.and adjusted by the National Geodetic Survey in December 1998..
 AH6419
 AH6419 ** The orthometric height has not been validated since last determined
 AH6419 ** by differential leveling and should not be used for control purposes.
 AH6419 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6419 ** area with valid NAVD 88 orthometric heights.
 AH6419 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6419 ** epoch indicated which incorporates improved geoid heights for the
 AH6419 ** Southern Louisiana Subsidence area.
 AH6419 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6419.The orthometric height was determined by GPS observations and a
 AH6419.high-resolution geoid model.
 AH6419
 AH6419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6419
 AH6419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6419
 AH6419.The ellipsoidal height was determined by GPS observations
 AH6419.and is referenced to NAD 83.
 AH6419
 AH6419.The geoid height was determined by GEOID03.
 AH6419
 AH6419;                    North         East     Units Scale Factor Converg.
 AH6419;SPC LA S     -   126,815.359 1,059,821.442   MT  0.99994517   +0 18 32.1
 AH6419;SPC LA S     -   416,060.06  3,477,097.51   sFT  0.99994517   +0 18 32.1
 AH6419;UTM  15      - 3,281,367.493   721,150.205   MT  1.00020349   +1 07 49.3
 AH6419
 AH6419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6419!SPC LA S     -   1.00000361  x   0.99994517  =   0.99994878
 AH6419!UTM  15      -   1.00000361  x   1.00020349  =   1.00020710
 AH6419
 AH6419:                Primary Azimuth Mark                     Grid Az
 AH6419:SPC LA S     -  COTB 06                                  141 37 19.0
 AH6419:UTM  15      -  COTB 06                                  140 48 01.8
 AH6419
 AH6419|---------------------------------------------------------------------|
 AH6419| PID    Reference Object                     Distance      Geod. Az  |
 AH6419|                                                           dddmmss.s |
 AH6419| AH6421 COTB 06                             APPROX. 0.9 KM 1415551.1 |
 AH6419| AH6189 COTB 08                             APPROX. 0.9 KM 3090524.5 |
 AH6419|---------------------------------------------------------------------|
 AH6419
 AH6419                          SUPERSEDED SURVEY CONTROL
 AH6419
 AH6419  ELLIP H (12/17/98)  -22.93   (m)                       GP(       ) 4 2
 AH6419
 AH6419.Superseded values are not recommended for survey control.
 AH6419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6419.See file dsdata.txt to determine how the superseded data were derived.
 AH6419
 AH6419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2115081367(NAD 83)
 AH6419_MARKER: DD = SURVEY DISK
 AH6419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6419_STAMPING: COTB 07
 AH6419_MARK LOGO: LA-109
 AH6419_PROJECTION: FLUSH
 AH6419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6419+STABILITY: SURFACE MOTION
 AH6419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6419+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6419
 AH6419  HISTORY     - Date     Condition        Report By
 AH6419  HISTORY     - 1995     MONUMENTED       MPHI
 AH6419
 AH6419                          STATION DESCRIPTION
 AH6419
 AH6419'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6419'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6419'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6419'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN LEFT AND TRAVEL
 AH6419'NORTH ON HWY 660 FOR 1.05 MI (1.69 KM) AND THE STATION IS ON THE
 AH6419'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 20.10
 AH6419'FT (6.13 M) NORTHEAST FROM THE CENTERLINE OF COTEAU ROAD, 65.90 FT
 AH6419'(20.09 M) NORTHEAST FROM THE POWER POLE WITH A LIGHT, 28.40 FT (8.66
 AH6419'M) SOUTH FROM THE ANCHOR POLE, AND 24.00 FT (7.32 M) NORTHWEST  FROM
 AH6419'THE CENTERLINE OF THE SHELL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6189 ***********************************************************************
 AH6189  DESIGNATION -  COTB 08
 AH6189  PID         -  AH6189
 AH6189  STATE/COUNTY-  LA/TERREBONNE
 AH6189  USGS QUAD   -  SAVOIE (1980)
 AH6189
 AH6189                         *CURRENT SURVEY CONTROL
 AH6189  ___________________________________________________________________
 AH6189* NAD 83(1992)-  29 38 52.56999(N)    090 43 22.74834(W)     ADJUSTED  
 AH6189* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6189  **This station is located in a subsidence area (see below).
 AH6189  ___________________________________________________________________
 AH6189  X           -     -70,000.999 (meters)                     COMP
 AH6189  Y           -  -5,547,204.039 (meters)                     COMP
 AH6189  Z           -   3,136,505.002 (meters)                     COMP
 AH6189  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6189  ELLIP HEIGHT-         -23.05  (meters)          (02/21/02) GPS OBS
 AH6189  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6189
 AH6189  HORZ ORDER  -  FIRST
 AH6189  ELLP ORDER  -  FIFTH     CLASS I
 AH6189
 AH6189.The horizontal coordinates were established by GPS observations
 AH6189.and adjusted by the National Geodetic Survey in December 1998..
 AH6189
 AH6189 ** The orthometric height has not been validated since last determined
 AH6189 ** by differential leveling and should not be used for control purposes.
 AH6189 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6189 ** area with valid NAVD 88 orthometric heights.
 AH6189 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6189 ** epoch indicated which incorporates improved geoid heights for the
 AH6189 ** Southern Louisiana Subsidence area.
 AH6189 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6189.The orthometric height was determined by GPS observations and a
 AH6189.high-resolution geoid model.
 AH6189
 AH6189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6189
 AH6189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6189
 AH6189.The ellipsoidal height was determined by GPS observations
 AH6189.and is referenced to NAD 83.
 AH6189
 AH6189.The geoid height was determined by GEOID03.
 AH6189
 AH6189;                    North         East     Units Scale Factor Converg.
 AH6189;SPC LA S     -   127,400.343 1,059,093.381   MT  0.99994459   +0 18 18.7
 AH6189;SPC LA S     -   417,979.29  3,474,708.87   sFT  0.99994459   +0 18 18.7
 AH6189;UTM  15      - 3,281,942.125   720,413.642   MT  1.00019947   +1 07 36.6
 AH6189
 AH6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6189!SPC LA S     -   1.00000362  x   0.99994459  =   0.99994821
 AH6189!UTM  15      -   1.00000362  x   1.00019947  =   1.00020309
 AH6189
 AH6189:                Primary Azimuth Mark                     Grid Az
 AH6189:SPC LA S     -  COTB 07                                  128 46 52.5
 AH6189:UTM  15      -  COTB 07                                  127 57 34.6
 AH6189
 AH6189|---------------------------------------------------------------------|
 AH6189| PID    Reference Object                     Distance      Geod. Az  |
 AH6189|                                                           dddmmss.s |
 AH6189| AH6419 COTB 07                             APPROX. 0.9 KM 1290511.2 |
 AH6189|---------------------------------------------------------------------|
 AH6189
 AH6189                          SUPERSEDED SURVEY CONTROL
 AH6189
 AH6189  ELLIP H (12/17/98)  -22.97   (m)                       GP(       ) 4 2
 AH6189
 AH6189.Superseded values are not recommended for survey control.
 AH6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6189.See file dsdata.txt to determine how the superseded data were derived.
 AH6189
 AH6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2041481942(NAD 83)
 AH6189_MARKER: DD = SURVEY DISK
 AH6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6189_STAMPING: COTB 08
 AH6189_MARK LOGO: LA-109
 AH6189_PROJECTION: FLUSH
 AH6189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6189+STABILITY: SURFACE MOTION
 AH6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6189+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6189
 AH6189  HISTORY     - Date     Condition        Report By
 AH6189  HISTORY     - 1995     MONUMENTED       MPHI
 AH6189
 AH6189                          STATION DESCRIPTION
 AH6189
 AH6189'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6189'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6189'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6189'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN LEFT AND TRAVEL
 AH6189'NORTH ON HWY 660 FOR 1.65 MI (2.66 KM) AND THE STATION IS ON THE LEFT.
 AH6189'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 21.30 FT
 AH6189'(6.49 M) SOUTHWEST FROM THE CENTERLINE OF COTEAU ROAD, 26.90 FT (8.20
 AH6189'M) NORTH FROM THE TELEPHONE POLE AND PED. NO.178, 16.10 FT (4.91 M)
 AH6189'WEST FROM THE NORTHWEST CORNER OF THE BRIDGE, AND 17.80 FT (5.43 M)
 AH6189'SOUTHEAST FROM THE CENTERLINE OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6416 ***********************************************************************
 AH6416  DESIGNATION -  COTB 09
 AH6416  PID         -  AH6416
 AH6416  STATE/COUNTY-  LA/TERREBONNE
 AH6416  USGS QUAD   -  SAVOIE (1980)
 AH6416
 AH6416                         *CURRENT SURVEY CONTROL
 AH6416  ___________________________________________________________________
 AH6416* NAD 83(1992)-  29 39 02.67588(N)    090 43 47.10539(W)     ADJUSTED  
 AH6416* NAVD 88     -         2.3  **(meters)       8.   **(feet)  GPS OBS   
 AH6416  **This station is located in a subsidence area (see below).
 AH6416  ___________________________________________________________________
 AH6416  X           -     -70,654.084 (meters)                     COMP
 AH6416  Y           -  -5,547,041.616 (meters)                     COMP
 AH6416  Z           -   3,136,775.313 (meters)                     COMP
 AH6416  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6416  ELLIP HEIGHT-         -23.28  (meters)          (02/21/02) GPS OBS
 AH6416  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6416
 AH6416  HORZ ORDER  -  FIRST
 AH6416  ELLP ORDER  -  FIFTH     CLASS I
 AH6416
 AH6416.The horizontal coordinates were established by GPS observations
 AH6416.and adjusted by the National Geodetic Survey in December 1998..
 AH6416
 AH6416 ** The orthometric height has not been validated since last determined
 AH6416 ** by differential leveling and should not be used for control purposes.
 AH6416 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6416 ** area with valid NAVD 88 orthometric heights.
 AH6416 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6416 ** epoch indicated which incorporates improved geoid heights for the
 AH6416 ** Southern Louisiana Subsidence area.
 AH6416 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6416.The orthometric height was determined by GPS observations and a
 AH6416.high-resolution geoid model.
 AH6416
 AH6416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6416
 AH6416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6416
 AH6416.The ellipsoidal height was determined by GPS observations
 AH6416.and is referenced to NAD 83.
 AH6416
 AH6416.The geoid height was determined by GEOID03.
 AH6416
 AH6416;                    North         East     Units Scale Factor Converg.
 AH6416;SPC LA S     -   127,708.019 1,058,436.684   MT  0.99994430   +0 18 06.5
 AH6416;SPC LA S     -   418,988.73  3,472,554.35   sFT  0.99994430   +0 18 06.5
 AH6416;UTM  15      - 3,282,240.427   719,752.433   MT  1.00019588   +1 07 24.9
 AH6416
 AH6416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6416!SPC LA S     -   1.00000366  x   0.99994430  =   0.99994796
 AH6416!UTM  15      -   1.00000366  x   1.00019588  =   1.00019954
 AH6416
 AH6416:                Primary Azimuth Mark                     Grid Az
 AH6416:SPC LA S     -  COTB 08                                  115 06 14.7
 AH6416:UTM  15      -  COTB 08                                  114 16 56.3
 AH6416
 AH6416|---------------------------------------------------------------------|
 AH6416| PID    Reference Object                     Distance      Geod. Az  |
 AH6416|                                                           dddmmss.s |
 AH6416| AH6189 COTB 08                             APPROX. 0.7 KM 1152421.2 |
 AH6416|---------------------------------------------------------------------|
 AH6416
 AH6416                          SUPERSEDED SURVEY CONTROL
 AH6416
 AH6416  ELLIP H (12/17/98)  -23.21   (m)                       GP(       ) 4 2
 AH6416
 AH6416.Superseded values are not recommended for survey control.
 AH6416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6416.See file dsdata.txt to determine how the superseded data were derived.
 AH6416
 AH6416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1975282240(NAD 83)
 AH6416_MARKER: DD = SURVEY DISK
 AH6416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6416_STAMPING: COTB 09
 AH6416_MARK LOGO: LA-109
 AH6416_PROJECTION: FLUSH
 AH6416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6416+STABILITY: SURFACE MOTION
 AH6416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6416+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6416
 AH6416  HISTORY     - Date     Condition        Report By
 AH6416  HISTORY     - 1995     MONUMENTED       MPHI
 AH6416
 AH6416                          STATION DESCRIPTION
 AH6416
 AH6416'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6416'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6416'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6416'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN LEFT AND TRAVEL
 AH6416'NORTH ON HWY 660 FOR 2.1 MI (3.4 KM) AND THE STATION IS ON THE LEFT.
 AH6416'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 21.30 FT
 AH6416'(6.49 M) SOUTHWEST FROM THE CENTERLINE OF COTEAU ROAD, 71.80 FT (21.88
 AH6416'M) SOUTHEAST FROM THE POWER POLE, 75.20 FT (22.92 M) NORTHWEST FROM
 AH6416'THE POWER POLE WITH A LIGHT, 49.90 FT (15.21 M) EAST FROM THE LIGHT
 AH6416'POLE, 91.60 FT (27.92 M) NORTH FROM THE FIRE HYDRANT, AND 122.00 FT
 AH6416'(37.19 M) NORTHWEST FROM THE CENTERLINE OF BAYOU GARDENS DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6194 ***********************************************************************
 AH6194  DESIGNATION -  COTB 10
 AH6194  PID         -  AH6194
 AH6194  STATE/COUNTY-  LA/TERREBONNE
 AH6194  USGS QUAD   -  SAVOIE (1980)
 AH6194
 AH6194                         *CURRENT SURVEY CONTROL
 AH6194  ___________________________________________________________________
 AH6194* NAD 83(1992)-  29 39 17.84235(N)    090 44 16.79142(W)     ADJUSTED  
 AH6194* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6194  **This station is located in a subsidence area (see below).
 AH6194  ___________________________________________________________________
 AH6194  X           -     -71,449.443 (meters)                     COMP
 AH6194  Y           -  -5,546,799.954 (meters)                     COMP
 AH6194  Z           -   3,137,180.904 (meters)                     COMP
 AH6194  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6194  ELLIP HEIGHT-         -23.76  (meters)          (02/21/02) GPS OBS
 AH6194  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6194
 AH6194  HORZ ORDER  -  FIRST
 AH6194  ELLP ORDER  -  FIFTH     CLASS I
 AH6194
 AH6194.The horizontal coordinates were established by GPS observations
 AH6194.and adjusted by the National Geodetic Survey in December 1998..
 AH6194
 AH6194 ** The orthometric height has not been validated since last determined
 AH6194 ** by differential leveling and should not be used for control purposes.
 AH6194 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6194 ** area with valid NAVD 88 orthometric heights.
 AH6194 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6194 ** epoch indicated which incorporates improved geoid heights for the
 AH6194 ** Southern Louisiana Subsidence area.
 AH6194 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6194.The orthometric height was determined by GPS observations and a
 AH6194.high-resolution geoid model.
 AH6194
 AH6194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6194
 AH6194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6194
 AH6194.The ellipsoidal height was determined by GPS observations
 AH6194.and is referenced to NAD 83.
 AH6194
 AH6194.The geoid height was determined by GEOID03.
 AH6194
 AH6194;                    North         East     Units Scale Factor Converg.
 AH6194;SPC LA S     -   128,170.797 1,057,635.905   MT  0.99994385   +0 17 51.6
 AH6194;SPC LA S     -   420,507.02  3,469,927.13   sFT  0.99994385   +0 17 51.6
 AH6194;UTM  15      - 3,282,691.784   718,944.897   MT  1.00019151   +1 07 10.7
 AH6194
 AH6194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6194!SPC LA S     -   1.00000373  x   0.99994385  =   0.99994758
 AH6194!UTM  15      -   1.00000373  x   1.00019151  =   1.00019524
 AH6194
 AH6194:                Primary Azimuth Mark                     Grid Az
 AH6194:SPC LA S     -  COTB 09                                  120 01 26.5
 AH6194:UTM  15      -  COTB 09                                  119 12 07.4
 AH6194
 AH6194|---------------------------------------------------------------------|
 AH6194| PID    Reference Object                     Distance      Geod. Az  |
 AH6194|                                                           dddmmss.s |
 AH6194| AH6416 COTB 09                             APPROX. 0.9 KM 1201918.1 |
 AH6194|---------------------------------------------------------------------|
 AH6194
 AH6194                          SUPERSEDED SURVEY CONTROL
 AH6194
 AH6194  ELLIP H (12/17/98)  -23.71   (m)                       GP(       ) 4 2
 AH6194
 AH6194.Superseded values are not recommended for survey control.
 AH6194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6194.See file dsdata.txt to determine how the superseded data were derived.
 AH6194
 AH6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1894582692(NAD 83)
 AH6194_MARKER: DD = SURVEY DISK
 AH6194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6194_STAMPING: COTB 10
 AH6194_MARK LOGO: LA-109
 AH6194_PROJECTION: FLUSH
 AH6194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6194+STABILITY: SURFACE MOTION
 AH6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6194+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6194
 AH6194  HISTORY     - Date     Condition        Report By
 AH6194  HISTORY     - 1995     MONUMENTED       MPHI
 AH6194
 AH6194                          STATION DESCRIPTION
 AH6194
 AH6194'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6194'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6194'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6194'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN LEFT AND TRAVEL
 AH6194'NORTH ON HWY 660 FOR 2.67 MI (4.30 KM) AND THE STATION IS ON THE
 AH6194'RIGHT.  THE STATION IS A 2INCH DISK IN CONCRETE. THE STATION IS 33.50
 AH6194'FT (10.21 M) NORTH FROM THE CENTERLINE OF COTEAU ROAD, 65.80 FT (20.06
 AH6194'M) SOUTHEAST FROM THE POWER POLE, 104.90 FT (31.97 M) WEST FROM THE
 AH6194'CENTERLINE OF THE SHELL DRIVEWAY, AND 71.10 FT (21.67 M) NORTHWEST
 AH6194'FROM THE CENTERLINE OF THE BOX CULVERT CROSSING HWY 660.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6415 ***********************************************************************
 AH6415  DESIGNATION -  COTB 11
 AH6415  PID         -  AH6415
 AH6415  STATE/COUNTY-  LA/TERREBONNE
 AH6415  USGS QUAD   -  SAVOIE (1980)
 AH6415
 AH6415                         *CURRENT SURVEY CONTROL
 AH6415  ___________________________________________________________________
 AH6415* NAD 83(1992)-  29 39 29.22904(N)    090 44 45.08906(W)     ADJUSTED  
 AH6415* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AH6415  **This station is located in a subsidence area (see below).
 AH6415  ___________________________________________________________________
 AH6415  X           -     -72,208.164 (meters)                     COMP
 AH6415  Y           -  -5,546,617.409 (meters)                     COMP
 AH6415  Z           -   3,137,486.021 (meters)                     COMP
 AH6415  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6415  ELLIP HEIGHT-         -22.87  (meters)          (02/21/02) GPS OBS
 AH6415  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6415
 AH6415  HORZ ORDER  -  FIRST
 AH6415  ELLP ORDER  -  FIFTH     CLASS I
 AH6415
 AH6415.The horizontal coordinates were established by GPS observations
 AH6415.and adjusted by the National Geodetic Survey in December 1998..
 AH6415
 AH6415 ** The orthometric height has not been validated since last determined
 AH6415 ** by differential leveling and should not be used for control purposes.
 AH6415 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6415 ** area with valid NAVD 88 orthometric heights.
 AH6415 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6415 ** epoch indicated which incorporates improved geoid heights for the
 AH6415 ** Southern Louisiana Subsidence area.
 AH6415 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6415.The orthometric height was determined by GPS observations and a
 AH6415.high-resolution geoid model.
 AH6415
 AH6415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6415
 AH6415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6415
 AH6415.The ellipsoidal height was determined by GPS observations
 AH6415.and is referenced to NAD 83.
 AH6415
 AH6415.The geoid height was determined by GEOID03.
 AH6415
 AH6415;                    North         East     Units Scale Factor Converg.
 AH6415;SPC LA S     -   128,517.449 1,056,873.124   MT  0.99994352   +0 17 37.5
 AH6415;SPC LA S     -   421,644.33  3,467,424.57   sFT  0.99994352   +0 17 37.5
 AH6415;UTM  15      - 3,283,027.540   718,177.033   MT  1.00018736   +1 06 57.0
 AH6415
 AH6415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6415!SPC LA S     -   1.00000359  x   0.99994352  =   0.99994711
 AH6415!UTM  15      -   1.00000359  x   1.00018736  =   1.00019095
 AH6415
 AH6415:                Primary Azimuth Mark                     Grid Az
 AH6415:SPC LA S     -  COTB 10                                  114 26 23.6
 AH6415:UTM  15      -  COTB 10                                  113 37 04.1
 AH6415
 AH6415|---------------------------------------------------------------------|
 AH6415| PID    Reference Object                     Distance      Geod. Az  |
 AH6415|                                                           dddmmss.s |
 AH6415| AH6194 COTB 10                             APPROX. 0.8 KM 1144401.1 |
 AH6415|---------------------------------------------------------------------|
 AH6415
 AH6415                          SUPERSEDED SURVEY CONTROL
 AH6415
 AH6415  ELLIP H (12/17/98)  -22.84   (m)                       GP(       ) 4 2
 AH6415
 AH6415.Superseded values are not recommended for survey control.
 AH6415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6415.See file dsdata.txt to determine how the superseded data were derived.
 AH6415
 AH6415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1817783028(NAD 83)
 AH6415_MARKER: DD = SURVEY DISK
 AH6415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6415_STAMPING: COTB 11
 AH6415_MARK LOGO: LA-109
 AH6415_PROJECTION: FLUSH
 AH6415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6415+STABILITY: SURFACE MOTION
 AH6415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6415+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6415
 AH6415  HISTORY     - Date     Condition        Report By
 AH6415  HISTORY     - 1995     MONUMENTED       MPHI
 AH6415
 AH6415                          STATION DESCRIPTION
 AH6415
 AH6415'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6415'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6415'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6415'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN LEFT AND TRAVEL
 AH6415'NORTH ON HWY 660 FOR 3.2 MI (5.1 KM) AND THE STATION IS ON THE LEFT.
 AH6415'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 19.40 FT
 AH6415'(5.91 M) SOUTHWEST FROM THE CENTERLINE OF COTEAU ROAD, 21.00 FT (6.40
 AH6415'M) NORTHEAST FROM THE FENCE, 91.80 FT (27.98 M) SOUTHEAST FROM THE
 AH6415'CORNER OF THE FENCE, 111.10 FT (33.86 M) SOUTHEAST FROM THE FIRE
 AH6415'HYDRANT, 73.40 FT (22.37 M) SOUTH FROM THE POWER POLE WITH A LIGHT,
 AH6415'AND 73.10 FT (22.28 M) SOUTHEAST FROM THE CENTERLINE PROJECTION OF
 AH6415'SCHOOL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6432 ***********************************************************************
 AH6432  DESIGNATION -  COTB 12
 AH6432  PID         -  AH6432
 AH6432  STATE/COUNTY-  LA/TERREBONNE
 AH6432  USGS QUAD   -  GRAY (1980)
 AH6432
 AH6432                         *CURRENT SURVEY CONTROL
 AH6432  ___________________________________________________________________
 AH6432* NAD 83(1992)-  29 39 29.20751(N)    090 45 37.44456(W)     ADJUSTED  
 AH6432* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AH6432  **This station is located in a subsidence area (see below).
 AH6432  ___________________________________________________________________
 AH6432  X           -     -73,616.044 (meters)                     COMP
 AH6432  Y           -  -5,546,599.143 (meters)                     COMP
 AH6432  Z           -   3,137,485.395 (meters)                     COMP
 AH6432  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6432  ELLIP HEIGHT-         -22.97  (meters)          (02/21/02) GPS OBS
 AH6432  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AH6432
 AH6432  HORZ ORDER  -  FIRST
 AH6432  ELLP ORDER  -  FIFTH     CLASS I
 AH6432
 AH6432.The horizontal coordinates were established by GPS observations
 AH6432.and adjusted by the National Geodetic Survey in December 1998..
 AH6432
 AH6432 ** The orthometric height has not been validated since last determined
 AH6432 ** by differential leveling and should not be used for control purposes.
 AH6432 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6432 ** area with valid NAVD 88 orthometric heights.
 AH6432 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6432 ** epoch indicated which incorporates improved geoid heights for the
 AH6432 ** Southern Louisiana Subsidence area.
 AH6432 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6432.The orthometric height was determined by GPS observations and a
 AH6432.high-resolution geoid model.
 AH6432
 AH6432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6432
 AH6432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6432
 AH6432.The ellipsoidal height was determined by GPS observations
 AH6432.and is referenced to NAD 83.
 AH6432
 AH6432.The geoid height was determined by GEOID03.
 AH6432
 AH6432;                    North         East     Units Scale Factor Converg.
 AH6432;SPC LA S     -   128,509.658 1,055,465.221   MT  0.99994352   +0 17 11.3
 AH6432;SPC LA S     -   421,618.77  3,462,805.48   sFT  0.99994352   +0 17 11.3
 AH6432;UTM  15      - 3,282,999.541   716,769.049   MT  1.00017981   +1 06 31.1
 AH6432
 AH6432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6432!SPC LA S     -   1.00000361  x   0.99994352  =   0.99994713
 AH6432!UTM  15      -   1.00000361  x   1.00017981  =   1.00018342
 AH6432
 AH6432                          SUPERSEDED SURVEY CONTROL
 AH6432
 AH6432  ELLIP H (12/17/98)  -22.95   (m)                       GP(       ) 4 2
 AH6432
 AH6432.Superseded values are not recommended for survey control.
 AH6432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6432.See file dsdata.txt to determine how the superseded data were derived.
 AH6432
 AH6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1676983000(NAD 83)
 AH6432_MARKER: DD = SURVEY DISK
 AH6432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6432_STAMPING: COTB 12
 AH6432_MARK LOGO: LA-109
 AH6432_PROJECTION: FLUSH
 AH6432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6432+STABILITY: SURFACE MOTION
 AH6432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6432+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6432
 AH6432  HISTORY     - Date     Condition        Report By
 AH6432  HISTORY     - 1995     MONUMENTED       MPHI
 AH6432
 AH6432                          STATION DESCRIPTION
 AH6432
 AH6432'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6432'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6432'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6432'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN LEFT AND TRAVEL
 AH6432'NORTH ON HWY 660 FOR 4.2 MI (6.8 KM) AND THE STATION IS ON THE RIGHT.
 AH6432'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 20.80 FT
 AH6432'(6.34 M) NORTHWEST FROM THE CENTERLINE OF HWY 660, 73.60 FT (22.43 M)
 AH6432'SOUTHWEST FROM THE POWER POLE WITH TRANSFORMER, 20.50 FT (6.25 M)
 AH6432'SOUTHEAST FROM THE BARB WIRE FENCE, AND 43.70 FT (13.32 M) SOUTHWEST
 AH6432'FROM THE CENTERLINE PROJECTION OF EUPHEMIE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1769 ***********************************************************************
 AU1769  DESIGNATION -  COTE BLANCHE 3
 AU1769  PID         -  AU1769
 AU1769  STATE/COUNTY-  LA/ST MARY
 AU1769  USGS QUAD   -  MARONE POINT (1994)
 AU1769
 AU1769                         *CURRENT SURVEY CONTROL
 AU1769  ___________________________________________________________________
 AU1769* NAD 83(1992)-  29 44 57.53446(N)    091 43 01.82993(W)     ADJUSTED  
 AU1769* NAVD 88     -        29.29   (+/-2cm)      96.1  **(feet)  VERTCON   
 AU1769  **This station is located in a subsidence area (see below).
 AU1769  ___________________________________________________________________
 AU1769  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU1769  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU1769
 AU1769  HORZ ORDER  -  FIRST
 AU1769  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1769
 AU1769.The horizontal coordinates were established by classical geodetic methods
 AU1769.and adjusted by the National Geodetic Survey in January 1993..
 AU1769
 AU1769 ** The orthometric height has not been validated since last determined
 AU1769 ** by differential leveling and should not be used for control purposes.
 AU1769 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1769 ** area with valid NAVD 88 orthometric heights.
 AU1769 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1769 ** epoch indicated which incorporates improved geoid heights for the
 AU1769 ** Southern Louisiana Subsidence area.
 AU1769 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1769.The vertical order pertains to the NGVD 29 superseded value.
 AU1769
 AU1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1769
 AU1769.The geoid height was determined by GEOID03.
 AU1769
 AU1769;                    North         East     Units Scale Factor Converg.
 AU1769;SPC LA S     -   138,542.066   962,874.289   MT  0.99993532   -0 11 30.9
 AU1769;SPC LA S     -   454,533.43  3,159,030.06   sFT  0.99993532   -0 11 30.9
 AU1769;UTM  15      - 3,291,697.073   624,040.586   MT  0.99978984   +0 38 11.9
 AU1769
 AU1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1769!SPC LA S     -   0.99999948  x   0.99993532  =   0.99993480
 AU1769!UTM  15      -   0.99999948  x   0.99978984  =   0.99978932
 AU1769
 AU1769:                Primary Azimuth Mark                     Grid Az
 AU1769:SPC LA S     -  JEANERETTE ST PETERS CATH CH             014 01 15.4
 AU1769:UTM  15      -  JEANERETTE ST PETERS CATH CH             013 11 32.6
 AU1769
 AU1769|---------------------------------------------------------------------|
 AU1769| PID    Reference Object                     Distance      Geod. Az  |
 AU1769|                                                           dddmmss.s |
 AU1769| AU2532 JEANERETTE ST PETERS CATH CH        APPROX.19.0 KM 0134944.5 |
 AU1769| AU2538 JEANERETTE SAW MILL TK              APPROX.19.2 KM 0145644.5 |
 AU1769| AU2533 JEANERETTE MUNICIPAL TANK           APPROX.18.8 KM 0154547.9 |
 AU1769| AU2522 ADELINE PLANTATION MILL STACK       APPROX.19.1 KM 0421441.8 |
 AU1769| AU1770 COTE BLANCHE 3 RM 1                  41.630 METERS 08738     |
 AU1769| AU1771 COTE BLANCHE 3 RM 2                  23.870 METERS 17719     |
 AU1769| AU2586 FLOATING RIG A                      APPROX.21.0 KM 2465215.3 |
 AU1769| AU2587 FLOATING RIG B                      APPROX.20.6 KM 2471147.3 |
 AU1769| AU2590 STEEL OIL DERRICK                   APPROX.20.1 KM 2523943.0 |
 AU1769| AU2617 CYPREMORT PLANTATION STK            APPROX. 6.1 KM 2973039.7 |
 AU1769| AU2614 LOUISA BURGUIRIES CO REFIN TK       APPROX. 6.1 KM 2980956.0 |
 AU1769| AU2618 WEEKS IS MORTON SALT CO TANK        APPROX.10.9 KM 3051254.3 |
 AU1769| AU2624 WEEKS IS MYLES SALT WKS TK          APPROX.10.9 KM 3051411.5 |
 AU1769| CV9717 COTE BLANCHE 3 AZ MK                               3524525.1 |
 AU1769|---------------------------------------------------------------------|
 AU1769
 AU1769                          SUPERSEDED SURVEY CONTROL
 AU1769
 AU1769  NAD 83(1986)-  29 44 57.55606(N)    091 43 01.82433(W) AD(       ) 1
 AU1769  NAD 27      -  29 44 56.80600(N)    091 43 01.40400(W) AD(       ) 1
 AU1769  NGVD 29 (??/??/??)   29.320  (m)           96.19   (f) ADJUSTED    1 2
 AU1769
 AU1769.Superseded values are not recommended for survey control.
 AU1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1769.See file dsdata.txt to determine how the superseded data were derived.
 AU1769
 AU1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2404191697(NAD 83)
 AU1769_MARKER: DS = TRIANGULATION STATION DISK
 AU1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1769_STAMPING: COTE BLANCHE NO. 2 1913 1931
 AU1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1769+STABILITY: SURFACE MOTION
 AU1769
 AU1769  HISTORY     - Date     Condition        Report By
 AU1769  HISTORY     - 1913     MONUMENTED       CGS
 AU1769  HISTORY     - 1934     GOOD             CGS
 AU1769  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU1769  HISTORY     - 1948     GOOD             CGS
 AU1769  HISTORY     - 1955     GOOD             CGS
 AU1769  HISTORY     - 1955     GOOD             CGS
 AU1769  HISTORY     - 1955     GOOD             CGS
 AU1769  HISTORY     - 1960     GOOD             CGS
 AU1769
 AU1769                          STATION DESCRIPTION
 AU1769
 AU1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JHP)
 AU1769'ABOUT 12 MILES W OF FRANKLIN, 11 MILES S OF JEANERETTE, ON
 AU1769'CREST OF OAK HILL ON COTE BLANCHE ISLAND.  TO REACH FROM
 AU1769'HIGHWAY 90 IN BALDWIN GO 15.5 MILES W AND S ON GRAVELED
 AU1769'ROAD (HIGHWAY 59) TO DIRT ROAD LEADING S AT SIGN GOOD ROADS
 AU1769'TO COTE BLANCHE.  FOLLOW THIS ROAD ACROSS THE RAILWAY TRACKS
 AU1769'1.6 MILES TO DRAWBRIDGE.  CONTINUE S 1 MILE ON LIGHTLY-SHELLED
 AU1769'ROAD TO TOP OF GRADE AND POORLY MARKED ROAD GOING W ON TOP
 AU1769'OF RIDGE.  FOLLOW THIS ROAD ABOUT 200 YARDS TO FORK LEADING
 AU1769'S, THEN S ON THIS FORK 1/4 MILE THROUGH DENSE BRUSH DOWN
 AU1769'GRADE THEN UP THE RIDGE WHERE STATION IS LOCATED 105 FEET
 AU1769'E OF THE ROAD.  THE ROAD FROM BALDWIN CROSSES THE
 AU1769'INTRACOASTAL CANAL AT AN UNTENDED FERRY.  THE STATION IS
 AU1769'ABOUT 1-1/4 MILES S OF DRAWBRIDGE AND 1/2 MILE NW OF
 AU1769'OLD PLANTATION QUARTERS.  IN 1933 ONLY ONE FAMILY WAS
 AU1769'ON THE ISLAND.  STATION IS IN NW SIDE OF GRASSY CLEARING
 AU1769'ABOUT 130 FEET W OF THE HIGHEST POINT OF E-W RIDGE, AND
 AU1769'105 FEET E OF CENTER OF A WOODS ROAD.
 AU1769'
 AU1769'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU1769'DISKS SET IN CONCRETE.
 AU1769'
 AU1769'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS ON HIGHEST
 AU1769'POINT OF HILL, ON N SIDE OF CLEARING, 242 FEET E OF WOODS
 AU1769'ROAD, 5.5 FEET W OF MOST WESTERLY OF CLUMP OF THREE 6-INCH
 AU1769'GNARLED OAKS, AND 136.64 FEET FROM STATION.
 AU1769'
 AU1769'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS ON THE SW
 AU1769'EDGE OF CLEARING, 115 FEET E OF WOODS ROAD, 4.2 FEET E OF
 AU1769'DOUBLE 3-INCH MAPLE, AND 78.61 FEET FROM STATION.
 AU1769'
 AU1769'WITNESS MARKS RECORDED IN 1913 ARE AS FOLLOWS--NO. 1 IS A
 AU1769'NAIL IN BLAZED TRIANGLE ON W SIDE OF LARGE TREE ON W SIDE
 AU1769'OF CLUMP OF TREES ON EASTERN BREAK OF HILL, 84.74 METERS
 AU1769'(278.0 FEET) FROM STATION N 85 DEG 56 MIN E.
 AU1769'
 AU1769'WITNESS MARK NO. 2 IS 2 NAILS IN BLAZED TRIANGLE ON N SIDE
 AU1769'OF TREE AT NE CORNER OF WOODS, AND IS 37.64 METERS (123.5
 AU1769'FEET) FROM STATION S 0 DEG 23 MIN E.
 AU1769'
 AU1769'WITNESS MARK NO. 3 IS 3 NAILS IN BLAZED TRIANGLE ON NE SIDE
 AU1769'OF TREE AT NW CORNER OF WOODS AND IS 51.22 METERS (168.0
 AU1769'FEET) FROM THE STATION S 36 DEG 31 MIN W.
 AU1769'
 AU1769'WITNESS MARK NO. 4 IS 4 NAILS IN BLAZED TRIANGLE ON S SIDE
 AU1769'OF TREE AT WESTERN EDGE OF WOODS AND IS 49.80 METERS (163.4
 AU1769'FEET) FROM STATION N 7 DEG 48 MIN W.
 AU1769'
 AU1769'STATION COTE BLANCHE 1890, HAS BEEN DESTROYED.  ITS POSITION
 AU1769'REESTABLISHED IN 1913, WITHIN A RADIUS OF 4 INCHES, IS 83.0
 AU1769'METERS (272 FEET) FROM STATION N 86 DEG 40 MIN E.
 AU1769
 AU1769                          STATION RECOVERY (1934)
 AU1769
 AU1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU1769'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU1769'
 AU1769'THE DRAWBRIDGE REFERRED TO IN THE DESCRIPTION HAS SINCE
 AU1769'BEEN REPLACED BY AN UNATTENDED FERRY.  THE ROAD FROM STATE
 AU1769'HIGHWAY 59 TO THE CREST OF THE HILL ON COTE BLANCHE ISLAND
 AU1769'IS IN PASSABLE CONDITION BUT THE ROAD LEADING FROM THIS
 AU1769'ROAD TO THE STATION HAS BECOME QUITE OVERGROWN AND WITH MANY
 AU1769'LARGE TREES BLOWN ACROSS IT MAKING IT IMPASSABLE FOR A CAR.
 AU1769'THE CLEARING IN WHICH THIS STATION IS LOCATED HAS BECOME QUITE
 AU1769'OVERGROWN WITH SMALL TREES.
 AU1769
 AU1769                          STATION RECOVERY (1947)
 AU1769
 AU1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU1769'STATION WAS SEARCHED BUT WAS NOT FOUND.  IT IS BELIEVED THAT
 AU1769'THIS STATION EXISTS, BUT DUE TO CHANGES IN THE ROAD, THE
 AU1769'ORIGINAL DESCRIPTION IS INADEQUATE FOR RECOVERY.
 AU1769
 AU1769                          STATION RECOVERY (1948)
 AU1769
 AU1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU1769'STATION, REFERENCE MARKS, AND OLD WITNESS MARKS ALL RECOVERED
 AU1769'IN GOOD CONDITION.  DESCRIPTION SHOULD BE CHANGED AS FOLLOWS--
 AU1769'UNATTENDED FERRY ACROSS INTRACOASTAL WATERWAY IS NOW INTERMITTENTLY
 AU1769'MAINTAINED BY THE HUMBLE OIL CO.  TO REACH STATION FROM
 AU1769'FERRY, DRIVE 1.25 MILES INTO ISLAND ON SHELL ROAD (0.2 MILE
 AU1769'BEYOND OLD ROAD FORK) TO A POINT WHERE ROAD CURVES SHARPLY
 AU1769'TO THE LEFT.  AT THIS POINT A CLEARED TRAVERSE LINE BEGINS
 AU1769'TANGENT TO ROAD CURVE AND RUNS FOR 1,880 FEET DIRECTLY W
 AU1769'TO STATION ON A BEARING S 80 DEG W.  THE FIRST
 AU1769'PORTION OF THE TRAVERSE LINE (ABOUT 300 FEET) IS ALSO
 AU1769'INDICATED BY 14-GAUGE WIRE.
 AU1769'
 AU1769'DELETE FORMER REFERENCES TO CLEARINGS AND OLD ROADS AS THEY
 AU1769'ARE NO LONGER DISCERNIBLE.  STATION IS STAMPED COTE BLANCHE
 AU1769'2 1913-1931.
 AU1769
 AU1769                          STATION RECOVERY (1955)
 AU1769
 AU1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU1769'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE ELEMENTARY
 AU1769'SCHOOL AT GLENCOE, THENCE 1.25 MILES WEST ALONG THE CYPREMORT
 AU1769'BRANCH OF THE TEXAS AND NEW ORLEANS RAILROAD, THENCE 1.3
 AU1769'MILES SOUTH ALONG A SHELL ROAD, THENCE BY FERRY ACROSS THE
 AU1769'INTRACOASTAL CANAL, THENCE 1.1 MILES SOUTH ALONG A SHELL
 AU1769'ROAD, THENCE 0.1 MILE WEST ALONG THE SOUTH EDGE OF A CLEARING,
 AU1769'THENCE 0.25 MILE SOUTHWEST ALONG A TRACK ROAD, THENCE 60
 AU1769'YARDS SOUTHEAST ALONG A FOOT PATH, ON TOP OF A SMALL RIDGE,
 AU1769'2 FEET EAST OF A WITNESS POST, A TRIANGULATION STATION
 AU1769'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AU1769'FOOT ABOVE THE GROUND, STAMPED COTE BLANCHE 2 1913 1931.
 AU1769'
 AU1769'COTE BLANCHE 3 R.M. 1 IS 136.5 FEET EAST OF TRIANGULATION
 AU1769'STATION COTE BLANCHE 3 1913 1931, 5 FEET WEST OF A 16 INCH
 AU1769'OAK TREE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AU1769'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED COTE
 AU1769'BLANCHE 2 NO 1 1913 1931.
 AU1769'
 AU1769'COTE BLANCHE 3 R.M. 2 IS 78.2 FEET EAST OF TRIANGULATION
 AU1769'STATION COTE BLANCHE 3 1913 1931, 3.5 FEET EAST OF A 14 INCH
 AU1769'TRIANGULAR BLAZED OAK TREE, A REFERENCE MARK DISK SET IN
 AU1769'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AU1769'THE GROUND, STAMPED COTE BLANCHE 2 NO 2 1913 1931.
 AU1769
 AU1769                          STATION RECOVERY (1955)
 AU1769
 AU1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU1769'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AU1769'FOUND TO BE IN GOOD CONDITION.  NO SEARCH WAS MADE FOR THE
 AU1769'FOUR WITNESS MARKS (NAILS IN TREES).
 AU1769'
 AU1769'THE STATION MARK IS A STANDARD DISK SET IN A 14 IN X 14 IN
 AU1769'CONCRETE BLOCK WHICH PROJECTS 6 INCHES.  THE DISK IS STAMPED
 AU1769'COTE BLANCHE 2 1913 1931.  A 4 IN BY 4 IN WHITE WITNESS POST
 AU1769'IS 2 FEET SOUTHWEST OF THE MARK.
 AU1769'
 AU1769'REFERENCE MARK 1 IS A STANDARD DISK SET IN A 10 IN BY 10 IN
 AU1769'CONCRETE BLOCK WHICH PROJECTS 2 INCHES.  THE MARK IS 5.0
 AU1769'FEET EAST OF A 10 INCH, DOUBLE- TRUNKED, OAK TREE AND 5.7
 AU1769'FEET SOUTHWEST OF THE MOST WESTERN OF A GROUP OF FOUR 10
 AU1769'INCH OAK TREES.  THE DISK IS STAMPED COTE BLANCHE 2 1913
 AU1769'1931 NO. 1
 AU1769'
 AU1769'REFERENCE MARK 2 IS A STANDARD DISK SET IN A 10 IN BY 10 IN
 AU1769'CONCRETE BLOCK WHICH PROJECTS 2 INCHES.  IT IS 4.0 FEET EAST
 AU1769'OF A 12 INCH, TRIANGLE- BLAZED TREE.  THE DISK IS STAMPED
 AU1769'COTE BLANCHE 2 1913 NO. 2.
 AU1769'
 AU1769'AN AZIMUTH MARK WAS ESTABLISHED APPROXIMATELY 2.0 MILES
 AU1769'NORTH OF THE STATION.  IT IS A STANDARD DISK WELDED TO AN
 AU1769'IRON PIPE AND ENCASED IN A 7 INCH CONCRETE- FILLED TILE.
 AU1769'THE MARK PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 69 YARDS
 AU1769'EAST OF MILE POST 12, 8.0 FEET SOUTH OF SOUTH RAIL OF RAILWAY,
 AU1769'5.1 FEET SOUTHWEST OF TRACK SWITCH, 14.1 FEET NORTH OF
 AU1769'CENTERLINE OF FARM ROAD AND 4.2 FEET NORTHEAST OF WITNESS POST.
 AU1769'THE DISK IS STAMPED COTE BLANCHE 3 1913.
 AU1769'
 AU1769'TO REACH THE STATION FROM THE U.S. POST OFFICE IN JEANERETTE
 AU1769'GO EAST ON U.S. HIGHWAY 90 FOR 3.6 MILES TO STATE HIGHWAY
 AU1769'318.  TURN RIGHT AND FOLLOW HIGHWAY 318 SOUTH FOR 4.8 MILES
 AU1769'TO REVERSE-Y JUNCTION WITH STATE HIGHWAY 83.  CONTINUE SOUTH,
 AU1769'STRAIGHT AHEAD, ON HIGHWAY 83 (UNDER REPAIR) FOR 6.8 MILES
 AU1769'TO A SIDE ROAD LEFT AT A SMALL SIGN READING SHELL OIL CO.
 AU1769'CAFFERY NO. 1.  TURN LEFT AND FOLLOW SHELL ROAD 0.2 MILE
 AU1769'CROSSING RAILROAD TO A FARM ROAD WHICH PARALLELS RAILROAD.
 AU1769'THE AZIMUTH MARK IS 0.5 MILE WEST.  CONTINUE SOUTH ON SHELL
 AU1769'ROAD FOR 1.3 MILES TO CANAL.  THE FERRY OPERATING AT THIS
 AU1769'CROSSING IS PRIVATELY OWNED.  AFTER CROSSING CANAL CONTINUE
 AU1769'SOUTH ON SHELL ROAD FOR 1.2 MILES TO A DIM WOODS ROAD LEFT
 AU1769'JUST BEYOND OIL WELL.  TURN LEFT ON WOODS ROAD AND GO 0.2
 AU1769'MILE TO STATION IN SMALL CLEARING ON LEFT.
 AU1769'
 AU1769'A DIFFERENCE IN THE DISTANCE TO BOTH REFERENCE MARKS WAS
 AU1769'FOUND.  THE CORRECTED DISTANCES ARE AS LISTED ABOVE.  OBSERVATIONS
 AU1769'WERE MADE FROM A 116 FOOT TOWER.
 AU1769
 AU1769                          STATION RECOVERY (1955)
 AU1769
 AU1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 AU1769'6.5 MI SW FROM GLENCOE.
 AU1769'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE ELEMENTARY SCHOOL
 AU1769'AT GLENCOE, THENCE 1.25 MILES WEST ALONG THE CYPREMORT BRANCH OF THE
 AU1769'TEXAS AND NEW ORLEANS RAILROAD, THENCE 1.3 MILES SOUTH ALONG A SHELL
 AU1769'ROAD, THENCE BY FERRY ACROSS THE INTRACOASTAL CANAL, THENCE 1.1 MILES
 AU1769'SOUTH ALONG A SHELL ROAD, THENCE 0.1 MILE WEST ALONG THE SOUTH EDGE OF
 AU1769'A CLEARING, THENCE 0.25 MILE SOUTHWEST ALONG A TRACK ROAD, THENCE 60
 AU1769'YARDS SOUTHEAST ALONG A FOOT PATH, ON TOP OF A SMALL RIDGE, 2 FEET
 AU1769'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AU1769'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AU1769
 AU1769                          STATION RECOVERY (1960)
 AU1769
 AU1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU1769'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  THE 1955
 AU1769'RECOVERY NOTE IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5155 ***********************************************************************
 BJ5155  DESIGNATION -  COTEAU
 BJ5155  PID         -  BJ5155
 BJ5155  STATE/COUNTY-  LA/IBERIA
 BJ5155  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5155
 BJ5155                         *CURRENT SURVEY CONTROL
 BJ5155  ___________________________________________________________________
 BJ5155* NAD 83(1992)-  30 02 33.07283(N)    091 55 28.10454(W)     ADJUSTED  
 BJ5155* NAVD 88     -         7.7  **(meters)      25.   **(feet)  VERTCON   
 BJ5155  **This station is located in a subsidence area (see below).
 BJ5155  ___________________________________________________________________
 BJ5155  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5155  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ5155
 BJ5155  HORZ ORDER  -  FIRST
 BJ5155
 BJ5155.The horizontal coordinates were established by classical geodetic methods
 BJ5155.and adjusted by the National Geodetic Survey in January 1993..
 BJ5155
 BJ5155 ** The orthometric height has not been validated since last determined
 BJ5155 ** by differential leveling and should not be used for control purposes.
 BJ5155 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5155 ** area with valid NAVD 88 orthometric heights.
 BJ5155 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5155 ** epoch indicated which incorporates improved geoid heights for the
 BJ5155 ** Southern Louisiana Subsidence area.
 BJ5155 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5155
 BJ5155.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5155
 BJ5155.The geoid height was determined by GEOID03.
 BJ5155
 BJ5155;                    North         East     Units Scale Factor Converg.
 BJ5155;SPC LA S     -   171,126.597   942,991.888   MT  0.99992601   -0 17 44.1
 BJ5155;SPC LA S     -   561,437.84  3,093,799.22   sFT  0.99992601   -0 17 44.1
 BJ5155;UTM  15      - 3,323,984.223   603,690.853   MT  0.99973265   +0 32 18.6
 BJ5155
 BJ5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5155!SPC LA S     -   1.00000303  x   0.99992601  =   0.99992904
 BJ5155!UTM  15      -   1.00000303  x   0.99973265  =   0.99973568
 BJ5155
 BJ5155|---------------------------------------------------------------------|
 BJ5155| PID    Reference Object                     Distance      Geod. Az  |
 BJ5155|                                                           dddmmss.s |
 BJ5155| CW1247 COTEAU RM 1                          32.751 METERS 00415     |
 BJ5155| BJ5144 NEW IBERIA TEXACO KKI 250 TWR       APPROX.10.1 KM 1020227.5 |
 BJ5155| BJ5140 NEW IBERIA IBERIA SUGAR TANK        APPROX.10.6 KM 1040440.9 |
 BJ5155| BJ5139 NEW IBERIA E MUN TANK               APPROX.13.0 KM 1094737.1 |
 BJ5155| BJ5147 NEW IBERIA WEST MUN TANK            APPROX. 9.2 KM 1101953.8 |
 BJ5155| AU2602 NEW IBERIA SOUTH MUN TANK           APPROX.12.2 KM 1161653.9 |
 BJ5155| CW1248 COTEAU RM 2                          43.190 METERS 13502     |
 BJ5155| CV9545 23 V 13                                            1624639.9 |
 BJ5155| BJ5160 LOZES SOILEAU FOOD CO TANK          APPROX. 3.7 KM 2660340.3 |
 BJ5155| BJ5163 LOZES TV STA KLNI MAST              APPROX. 7.0 KM 2753304.0 |
 BJ5155| BJ5161 YOUNG RM 4                          APPROX. 7.6 KM 3031451.4 |
 BJ5155|---------------------------------------------------------------------|
 BJ5155
 BJ5155                          SUPERSEDED SURVEY CONTROL
 BJ5155
 BJ5155  NAD 83(1986)-  30 02 33.09322(N)    091 55 28.09879(W) AD(       ) 1
 BJ5155  NAD 27      -  30 02 32.36233(N)    091 55 27.67243(W) AD(       ) 1
 BJ5155  NGVD 29 (05/31/93)    7.7    (m)           25.     (f) GPS OBS        
 BJ5155
 BJ5155.Superseded values are not recommended for survey control.
 BJ5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5155.See file dsdata.txt to determine how the superseded data were derived.
 BJ5155
 BJ5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0369123984(NAD 83)
 BJ5155_MARKER: DD = SURVEY DISK
 BJ5155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5155_SP_SET: CONCRETE POST
 BJ5155_STAMPING: COTEAU 1969
 BJ5155_MARK LOGO: CGS   
 BJ5155_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ5155+STABILITY: POSITION/ELEVATION WELL
 BJ5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5155+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1992
 BJ5155
 BJ5155  HISTORY     - Date     Condition        Report By
 BJ5155  HISTORY     - 1969     MONUMENTED       CGS
 BJ5155  HISTORY     - 1969     GOOD             CGS
 BJ5155  HISTORY     - 1973     GOOD             NGS
 BJ5155  HISTORY     - 1975     GOOD             LADPW
 BJ5155  HISTORY     - 19921101 GOOD             NOS
 BJ5155  HISTORY     - 19950503 GOOD             USPSQD
 BJ5155  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 BJ5155
 BJ5155                          STATION DESCRIPTION
 BJ5155
 BJ5155'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5155'STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF ABBEVILLE, 8 MILES
 BJ5155'SOUTH-SOUTHWEST OF ST. MARTINVILLE, 8 MILES SOUTH-SOUTHEAST OF
 BJ5155'BROUSSARD, 5 MILES SOUTHEAST OF YOUNGSVILLE AND ON THE EAST
 BJ5155'RIGHT-OF-WAY OF U. S. HIGHWAY 90.
 BJ5155'
 BJ5155'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BJ5155'HIGHWAY 14, (ABOUT 3 MILES SOUTHWEST OF THE CENTER OF NEW IBERIA),
 BJ5155'GO NORTHWEST ON U. S. HIGHWAY 90 FOR 2.4 MILES TO THE CENTER OF AN
 BJ5155'OVERPASS.  CONTINUE NORTHWEST ON U. S. HIGHWAY 90 FOR 1.4 MILES TO
 BJ5155'THE JUNCTION OF STATE HIGHWAY 3013, CONTINUE NORTHWEST ON U. S.
 BJ5155'HIGHWAY 90 FOR 1.25 MILES TO A CROSSROAD AND THE 23V13 (LDH)
 BJ5155'(AZIMUTH MARK) ON THE LEFT, WEST SIDE OF U. S. HIGHWAY 90.  AS
 BJ5155'DESCRIBED.  CONTINUE NORTHWEST ON U. S. HIGHWAY 90 FOR 0.45
 BJ5155'MILE TO THE STATION ON THE RIGHT, EAST SIDE OF HIGHWAY AS
 BJ5155'DESCRIBED.
 BJ5155'
 BJ5155'STATION IS MARKED BY A STANDARD DISK, STAMPED COTEAU 1969, SET IN
 BJ5155'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ5155'WITH THE SURFACE OF THE GROUND.  IT IS 143.5 FEET NORTHWEST OF A
 BJ5155'METAL WITNESS POST WITH SIGN ATTACHED, 91 FEET SOUTH OF A
 BJ5155'POWERLINE POLE AND 56 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 BJ5155'THE NORTH BOUND LANE OF U. S. HIGHWAY 90.
 BJ5155'
 BJ5155'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COTEAU NO 1 1969, SET
 BJ5155'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ5155'WITH THE SURFACE OF THE GROUND.  IT IS 107 FEET EAST-NORTHEAST OF
 BJ5155'THE CENTERLINE OF THE NORTH BOUND LANE OF U. S. HIGHWAY 90 AND 20
 BJ5155'FEET NORTHWEST OF A POWERLINE POLE.
 BJ5155'
 BJ5155'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COTEAU NO 2 1969, SET
 BJ5155'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ5155'WITH THE SURFACE OF THE GROUND.  IT IS 207 FEET SOUTH-SOUTHEAST OF
 BJ5155'A POWERLINE POLE, 107 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 BJ5155'NORTH BOUND LANE OF U. S. HIGHWAY 90 AND 1.9 FEET NORTH-NORTHWEST
 BJ5155'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ5155'
 BJ5155'23V13 (LDH) (AZIMUTH MARK) IS LOUISIANA DEPARTMENT OF HIGHWAYS DISK
 BJ5155'STAMPED 23V13 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ5155'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 BJ5155'IS 131 FEET WEST OF THE SOUTH BOUND LANE OF U. S. HIGHWAY 90, 73.5
 BJ5155'FEET SOUTH OF A POWERLINE POLE, 50 FEET SOUTH OF THE APPROXIMATE
 BJ5155'CENTER OF GRAVELED ROAD AND 1.3 FEET NORTH-NORTHEAST OF A METAL
 BJ5155'WITNESS POST WITH SIGN ATTACHED.
 BJ5155'
 BJ5155'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 BJ5155
 BJ5155                          STATION RECOVERY (1969)
 BJ5155
 BJ5155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BJ5155'RECOVERED IN GOOD CONDITION.
 BJ5155
 BJ5155                          STATION RECOVERY (1973)
 BJ5155
 BJ5155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ5155'THE STATION WAS VISITED 5/1/73 AND THE STATION MARK, AZIMUTH MARK,
 BJ5155'AND RM 1 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ5155'
 BJ5155'THE STATION IS LOCATED 8 MILES SOUTH-SOUTHEAST OF BROUSSARD AND 13
 BJ5155'MILES NORTHEAST OF ABBEVILLE, IN THE SOUTHEAST QUARTER OF SECTION
 BJ5155'35, T11S, R5E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ5155'OF HIGHWAYS.  IT IS 91 FEET SOUTHWEST OF A POWER POLE, 54 FEET
 BJ5155'EAST OF THE CENTER OF THE NORTH BOUND LANE OF U. S. HIGHWAY 90, 54
 BJ5155'FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 30 FEET NORTH OF THE
 BJ5155'CENTER OF A DIRT FIELD ROAD, AND 3 FEET SOUTH OF A METAL WITNESS
 BJ5155'POST AND SIGN.
 BJ5155'
 BJ5155'IT IS A STANDARD TRIANGULATION DISK, STAMPED COTEAU 1969, FLUSH WITH
 BJ5155'THE GROUND.
 BJ5155'
 BJ5155'REFERENCE MARK NO. 1 IS 107.44 FEET NORTH OF THE STATION.  IT IS 126
 BJ5155'FEET NORTH OF THE CENTER OF A DIRT FIELD ROAD, 117 FEET NORTH OF A
 BJ5155'CONCRETE RIGHT-OF-WAY MARKER, 106 FEET EAST OF THE CENTER OF THE
 BJ5155'NORTH BOUND LANE ON U. S. HIGHWAY 90, AND 20 FEET NORTH OF A POWER
 BJ5155'POLE.  IT IS A STANDARD DISK, STAMPED COTEAU NO. 1 1969, FLUSH
 BJ5155'WITH THE GROUND.
 BJ5155'
 BJ5155'REFERENCE MARK NO. 2 WAS NOT RECOVERED.
 BJ5155'
 BJ5155'THE AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION.  IT IS 131 FEET
 BJ5155'WEST OF THE CENTER OF THE SOUTH BOUND LANE ON U. S. HIGHWAY 90,
 BJ5155'90 FEET WEST OF THE CENTER OF A CONCRETE HEADWALL ON A CROSS DRAIN,
 BJ5155'38 FEET SOUTHEAST OF THE SOUTH END OF A CULVERT, 37 FEET SOUTHEAST
 BJ5155'OF A CONCRETE RIGHT-OF-WAY MARKER, AND 35 FEET NORTHWEST OF THE
 BJ5155'CENTER OF A GRAVEL ROAD.  IT IS A STANDARD BENCH MARK DISK,
 BJ5155'STAMPED 23V13 1969, PROJECTING 4 INCHES.
 BJ5155'
 BJ5155'TO REACH THE STATION FROM THE INTERCHANGE ON U. S. HIGHWAY 90 AND
 BJ5155'STATE HIGHWAY 14 IN WEST NEW IBERIA, GO NORTH ALONG U. S. HIGHWAY 90
 BJ5155'FOR 5.5 MILES.  THE STATION IS SET ON THE RIGHT AND EAST OF THE
 BJ5155'HIGHWAY NEAR A POWER POLE.
 BJ5155'
 BJ5155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 BJ5155'NORTHWEST OF NEW IBERIA.
 BJ5155'
 BJ5155'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ5155
 BJ5155                          STATION RECOVERY (1975)
 BJ5155
 BJ5155'RECOVERY NOTE BY LOUISIANA DEPARTMENT OF PUBLIC WORKS 1975 (AL)
 BJ5155'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ5155'
 BJ5155'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. SE OF YOUNGSVILLE.
 BJ5155
 BJ5155                          STATION RECOVERY (1992)
 BJ5155
 BJ5155'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ5155'RECOVERED IN GOOD CONDITION.
 BJ5155
 BJ5155                          STATION RECOVERY (1995)
 BJ5155
 BJ5155'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5155'RECOVERED IN GOOD CONDITION.
 BJ5155
 BJ5155                          STATION RECOVERY (2004)
 BJ5155
 BJ5155'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BJ5155'MAJOR ROAD CONSTRUCTION IN AREA AND MARK COULD NOT BE FOUND AT THIS
 BJ5155'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6542 ***********************************************************************
 AH6542  DESIGNATION -  COTEAU
 AH6542  PID         -  AH6542
 AH6542  STATE/COUNTY-  LA/TERREBONNE
 AH6542  USGS QUAD   -  GRAY (1980)
 AH6542
 AH6542                         *CURRENT SURVEY CONTROL
 AH6542  ___________________________________________________________________
 AH6542* NAD 83(1992)-  29 39 07.32792(N)    090 45 52.50408(W)     ADJUSTED  
 AH6542* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AH6542  **This station is located in a subsidence area (see below).
 AH6542  ___________________________________________________________________
 AH6542  X           -     -74,025.454 (meters)                     COMP
 AH6542  Y           -  -5,546,927.101 (meters)                     COMP
 AH6542  Z           -   3,136,899.978 (meters)                     COMP
 AH6542  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6542  ELLIP HEIGHT-         -22.91  (meters)          (02/21/02) GPS OBS
 AH6542  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6542
 AH6542  HORZ ORDER  -  FIRST
 AH6542  ELLP ORDER  -  FIFTH     CLASS I
 AH6542
 AH6542.The horizontal coordinates were established by GPS observations
 AH6542.and adjusted by the National Geodetic Survey in December 1998..
 AH6542
 AH6542 ** The orthometric height has not been validated since last determined
 AH6542 ** by differential leveling and should not be used for control purposes.
 AH6542 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6542 ** area with valid NAVD 88 orthometric heights.
 AH6542 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6542 ** epoch indicated which incorporates improved geoid heights for the
 AH6542 ** Southern Louisiana Subsidence area.
 AH6542 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6542.The orthometric height was determined by GPS observations and a
 AH6542.high-resolution geoid model.
 AH6542
 AH6542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6542
 AH6542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6542
 AH6542.The ellipsoidal height was determined by GPS observations
 AH6542.and is referenced to NAD 83.
 AH6542
 AH6542.The geoid height was determined by GEOID03.
 AH6542
 AH6542;                    North         East     Units Scale Factor Converg.
 AH6542;SPC LA S     -   127,833.998 1,055,063.595   MT  0.99994416   +0 17 03.8
 AH6542;SPC LA S     -   419,402.04  3,461,487.81   sFT  0.99994416   +0 17 03.8
 AH6542;UTM  15      - 3,282,318.029   716,377.066   MT  1.00017771   +1 06 22.9
 AH6542
 AH6542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6542!SPC LA S     -   1.00000360  x   0.99994416  =   0.99994776
 AH6542!UTM  15      -   1.00000360  x   1.00017771  =   1.00018131
 AH6542
 AH6542:                Primary Azimuth Mark                     Grid Az
 AH6542:SPC LA S     -  COTEAU AZIMUTH MARK                      338 14 50.8
 AH6542:UTM  15      -  COTEAU AZIMUTH MARK                      337 25 31.7
 AH6542
 AH6542|---------------------------------------------------------------------|
 AH6542| PID    Reference Object                     Distance      Geod. Az  |
 AH6542|                                                           dddmmss.s |
 AH6542| AH6433 COTEAU AZIMUTH MARK                 452.350 METERS 3383154.6 |
 AH6542|---------------------------------------------------------------------|
 AH6542
 AH6542                          SUPERSEDED SURVEY CONTROL
 AH6542
 AH6542  ELLIP H (12/17/98)  -22.89   (m)                       GP(       ) 4 2
 AH6542
 AH6542.Superseded values are not recommended for survey control.
 AH6542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6542.See file dsdata.txt to determine how the superseded data were derived.
 AH6542
 AH6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1637782318(NAD 83)
 AH6542_MARKER: DD = SURVEY DISK
 AH6542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6542_STAMPING: COTEAU 1989
 AH6542_MARK LOGO: LA-109
 AH6542_PROJECTION: FLUSH
 AH6542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6542+STABILITY: SURFACE MOTION
 AH6542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6542+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6542
 AH6542  HISTORY     - Date     Condition        Report By
 AH6542  HISTORY     - 1990     MONUMENTED       GSENG
 AH6542
 AH6542                          STATION DESCRIPTION
 AH6542
 AH6542'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6542'MONUMENT IS LOCATED NORTHWEST OF THE CITY OF HOUMA ALONG THE WESTERN
 AH6542'RIGHT-OF-WAY OF HIGHWAY 659 AT THE SECTION OF THE HIGHWAY WHERE
 AH6542'TWO-WAY TRAFFIC COMMENCES.  TOWNSHIP 16 SOUTH RANGE 17 EAST SECTION 8.
 AH6542'MONUMENT IS A TERREBONNE PARISH L.I.S. BRASS DISK SET IN CONCRETE AND
 AH6542'IS RECESSED 0.35 FT (10.67 CM) BELOW THE SURFACE OF THE GROUND.
 AH6542'MONUMENT IS SET IN A TRIANGULAR MEDIAN APPROXIMATELY 0.3 MI (0.5 KM)
 AH6542'SOUTH OF THE INTERSECTION OF COTEAU ROAD (HIGHWAY 660) AND HIGHWAY
 AH6542'659. MONUMENT IS 49.35 FT (15.04 M) SOUTHWESTERLY OF A SIGN
 AH6542'DESIGNATING A TRAFFIC ARROW, 62.36 FT (19.01 M) EAST OF A STOP SIGN,
 AH6542'38.58 FT (11.76 M) NORTH OF A WRONG WAY SIGN.  MONUMENT IS
 AH6542'APPROXIMATELY 37.00 FT (11.28 M) SOUTH OF THE CENTER LINE OF THE
 AH6542'STREET LEADING TO CROSS BAYOU, 15.80 FT (4.82 M) WEST OF THE WESTERLY
 AH6542'CURB OF HIGHWAY 569, 24.00 FT (7.32 M) WEST OF THE CENTERLINE OF
 AH6542'HIGHWAY 659. MONUMENT IS 108.00 FT (32.92 M) SOUTH FROM CONCRETE
 AH6542'CROSSING DRAIN UNDER HIGHWAY 24 NORTH, 22.0 FT (6.7 M) WEST OF THE
 AH6542'CENTERLINE OF HIGHWAY 24, AND 154.8 FT (47.2 M) NORTHWEST FROM THE
 AH6542'POWER POLE NO.4816 WITH TRANSFORMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6433 ***********************************************************************
 AH6433  DESIGNATION -  COTEAU AZIMUTH MARK
 AH6433  PID         -  AH6433
 AH6433  STATE/COUNTY-  LA/TERREBONNE
 AH6433  USGS QUAD   -  GRAY (1980)
 AH6433
 AH6433                         *CURRENT SURVEY CONTROL
 AH6433  ___________________________________________________________________
 AH6433* NAD 83(1992)-  29 39 20.99974(N)    090 45 58.65990(W)     ADJUSTED  
 AH6433* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6433  **This station is located in a subsidence area (see below).
 AH6433  ___________________________________________________________________
 AH6433  X           -     -74,188.213 (meters)                     COMP
 AH6433  Y           -  -5,546,716.719 (meters)                     COMP
 AH6433  Z           -   3,137,265.858 (meters)                     COMP
 AH6433  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6433  ELLIP HEIGHT-         -22.81  (meters)          (02/21/02) GPS OBS
 AH6433  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6433
 AH6433  HORZ ORDER  -  FIRST
 AH6433  ELLP ORDER  -  FIFTH     CLASS I
 AH6433
 AH6433.The horizontal coordinates were established by GPS observations
 AH6433.and adjusted by the National Geodetic Survey in December 1998..
 AH6433
 AH6433 ** The orthometric height has not been validated since last determined
 AH6433 ** by differential leveling and should not be used for control purposes.
 AH6433 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6433 ** area with valid NAVD 88 orthometric heights.
 AH6433 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6433 ** epoch indicated which incorporates improved geoid heights for the
 AH6433 ** Southern Louisiana Subsidence area.
 AH6433 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6433.The orthometric height was determined by GPS observations and a
 AH6433.high-resolution geoid model.
 AH6433
 AH6433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6433
 AH6433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6433
 AH6433.The ellipsoidal height was determined by GPS observations
 AH6433.and is referenced to NAD 83.
 AH6433
 AH6433.The geoid height was determined by GEOID03.
 AH6433
 AH6433;                    North         East     Units Scale Factor Converg.
 AH6433;SPC LA S     -   128,254.114 1,054,895.964   MT  0.99994376   +0 17 00.7
 AH6433;SPC LA S     -   420,780.37  3,460,937.84   sFT  0.99994376   +0 17 00.7
 AH6433;UTM  15      - 3,282,735.794   716,203.384   MT  1.00017679   +1 06 20.3
 AH6433
 AH6433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6433!SPC LA S     -   1.00000358  x   0.99994376  =   0.99994734
 AH6433!UTM  15      -   1.00000358  x   1.00017679  =   1.00018037
 AH6433
 AH6433:                Primary Azimuth Mark                     Grid Az
 AH6433:SPC LA S     -  COTEAU                                   158 14 50.8
 AH6433:UTM  15      -  COTEAU                                   157 25 31.2
 AH6433
 AH6433|---------------------------------------------------------------------|
 AH6433| PID    Reference Object                     Distance      Geod. Az  |
 AH6433|                                                           dddmmss.s |
 AH6433| AH6542 COTEAU                              452.350 METERS 1583151.5 |
 AH6433|---------------------------------------------------------------------|
 AH6433
 AH6433                          SUPERSEDED SURVEY CONTROL
 AH6433
 AH6433  ELLIP H (12/17/98)  -22.79   (m)                       GP(       ) 4 2
 AH6433
 AH6433.Superseded values are not recommended for survey control.
 AH6433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6433.See file dsdata.txt to determine how the superseded data were derived.
 AH6433
 AH6433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1620382736(NAD 83)
 AH6433_MARKER: DD = SURVEY DISK
 AH6433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6433_STAMPING: COTEAU AZ MK 1989
 AH6433_MARK LOGO: LA-109
 AH6433_PROJECTION: FLUSH
 AH6433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6433+STABILITY: SURFACE MOTION
 AH6433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6433+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6433
 AH6433  HISTORY     - Date     Condition        Report By
 AH6433  HISTORY     - 1990     MONUMENTED       GSENG
 AH6433
 AH6433                          STATION DESCRIPTION
 AH6433
 AH6433'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6433'MONUMENT IS LOCATED NORTHWEST OF THE CITY OF HOUMA, ALONG THE EASTERN
 AH6433'RIGHT-OF-WAY OF HIGHWAY 659 (WEST PARK AVE.), IMMEDIATELY NORTH OF THE
 AH6433'INTERSECTION WITH COTEAU ROAD (HIGHWAY 660).  TOWNSHIP 16 SOUTH RANGE
 AH6433'17 EAST SECTION 8.  MONUMENT IS A TERREBONNE PARISH L.I.S. BRASS DISK
 AH6433'SET IN CONCRETE AND IS RECESSED 0.35 FT (10.67 CM) BELOW THE SURFACE
 AH6433'OF THE GROUND.  MONUMENT IS IN A GRASSY AREA BETWEEN THE DRIVEWAY
 AH6433'APRONS TO A GAS/CONVENIENCE STORE. MONUMENT IS 77.96 FT (23.76 M)
 AH6433'NORTH OF A POWER POLE WITH NAIL/SHINER, 58.95 FT (17.97 M) SOUTHERLY
 AH6433'OF A BOLT AT THE BASE OF THE SIGN, 12.92 FT (3.94 M) WEST OF A CROSS
 AH6433'CHISELED ON A CURB ADJACENT TO THE GAS PUMPS, 27.00 FT (8.23 M) EAST
 AH6433'OF THE CENTERLINE OF THE HIGHWAY, 35.00 FT (10.67 M) SOUTHEASTERLY OF
 AH6433'THE CENTER OF A BELL SYSTEMS MANHOLE COVER, 9.00 FT (2.74 M) SOUTHERLY
 AH6433'OF THE CENTER OF A DROP INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6428 ***********************************************************************
 AH6428  DESIGNATION -  COTEAU DEEP
 AH6428  PID         -  AH6428
 AH6428  STATE/COUNTY-  LA/TERREBONNE
 AH6428  USGS QUAD   -  HOUMA (1980)
 AH6428
 AH6428                         *CURRENT SURVEY CONTROL
 AH6428  ___________________________________________________________________
 AH6428* NAD 83(1992)-  29 36 17.26232(N)    090 39 12.36174(W)     ADJUSTED  
 AH6428* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6428  **This station is located in a subsidence area (see below).
 AH6428  ___________________________________________________________________
 AH6428  X           -     -63,294.106 (meters)                     COMP
 AH6428  Y           -  -5,549,648.359 (meters)                     COMP
 AH6428  Z           -   3,132,347.962 (meters)                     COMP
 AH6428  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6428  ELLIP HEIGHT-         -23.46  (meters)          (02/21/02) GPS OBS
 AH6428  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH6428
 AH6428  HORZ ORDER  -  FIRST
 AH6428  ELLP ORDER  -  FIFTH     CLASS I
 AH6428
 AH6428.The horizontal coordinates were established by GPS observations
 AH6428.and adjusted by the National Geodetic Survey in December 1998..
 AH6428
 AH6428 ** The orthometric height has not been validated since last determined
 AH6428 ** by differential leveling and should not be used for control purposes.
 AH6428 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6428 ** area with valid NAVD 88 orthometric heights.
 AH6428 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6428 ** epoch indicated which incorporates improved geoid heights for the
 AH6428 ** Southern Louisiana Subsidence area.
 AH6428 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6428.The orthometric height was determined by GPS observations and a
 AH6428.high-resolution geoid model.
 AH6428
 AH6428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6428
 AH6428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6428
 AH6428.The ellipsoidal height was determined by GPS observations
 AH6428.and is referenced to NAD 83.
 AH6428
 AH6428.The geoid height was determined by GEOID03.
 AH6428
 AH6428;                    North         East     Units Scale Factor Converg.
 AH6428;SPC LA S     -   122,656.575 1,065,855.631   MT  0.99994948   +0 20 23.9
 AH6428;SPC LA S     -   402,415.78  3,496,894.68   sFT  0.99994948   +0 20 23.9
 AH6428;UTM  15      - 3,277,294.444   727,245.000   MT  1.00023722   +1 09 35.0
 AH6428
 AH6428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6428!SPC LA S     -   1.00000368  x   0.99994948  =   0.99995316
 AH6428!UTM  15      -   1.00000368  x   1.00023722  =   1.00024091
 AH6428
 AH6428                          SUPERSEDED SURVEY CONTROL
 AH6428
 AH6428  ELLIP H (12/17/98)  -23.38   (m)                       GP(       ) 4 2
 AH6428
 AH6428.Superseded values are not recommended for survey control.
 AH6428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6428.See file dsdata.txt to determine how the superseded data were derived.
 AH6428
 AH6428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2724577294(NAD 83)
 AH6428_MARKER: I = METAL ROD
 AH6428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6428_STAMPING: COTEAU DEEP
 AH6428_MARK LOGO: LA-109
 AH6428_PROJECTION: RECESSED 10 CENTIMETERS
 AH6428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6428+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6428_ROD/PIPE-DEPTH: 18.3 meters
 AH6428_SLEEVE-DEPTH  :  0.9 meters
 AH6428
 AH6428  HISTORY     - Date     Condition        Report By
 AH6428  HISTORY     - 1995     MONUMENTED       MPHI
 AH6428
 AH6428                          STATION DESCRIPTION
 AH6428
 AH6428'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6428'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6428'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TRAVEL ON HWY 90 EAST
 AH6428'FOR 3.95 MI (6.36 KM) TO JUNCTION WITH HWY 316.  TURN RIGHT ON HWY 316
 AH6428'AND TRAVEL SOUTHERLY FOR 3.6 MI (5.8 KM) TO THE STATION ON THE LEFT.
 AH6428'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE
 AH6428'STATION IS 7.2 FT (2.2 M) NORTHWEST FROM THE PROJECTED CENTERLINE OF
 AH6428'HWY 660, 18.1 FT (5.5 M) NORTHEAST FROM THE CENTERLINE OF HWY 316,
 AH6428'18.0 FT (5.5 M) SOUTHWEST FROM THE TELEPHONE PED. NO.41, AND 61.2 FT
 AH6428'(18.7 M) WEST FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1958 ***********************************************************************
 BJ1958  DESIGNATION -  COTTAGE BOLT USE
 BJ1958  PID         -  BJ1958
 BJ1958  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1958  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1958
 BJ1958                         *CURRENT SURVEY CONTROL
 BJ1958  ___________________________________________________________________
 BJ1958* NAD 83(1986)-  30 21 09.     (N)    091 13 04.     (W)     SCALED    
 BJ1958* NAVD 88     -         7.88   (+/-2cm)      25.9    (feet)  VERTCON   
 BJ1958  ___________________________________________________________________
 BJ1958  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1958
 BJ1958  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1958
 BJ1958.The horizontal coordinates were scaled from a topographic map and have
 BJ1958.an estimated accuracy of +/- 6 seconds.
 BJ1958
 BJ1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1958.The vertical order pertains to the NGVD 29 superseded value.
 BJ1958
 BJ1958.The geoid height was determined by GEOID03.
 BJ1958
 BJ1958;                    North         East    Units  Estimated Accuracy
 BJ1958;SPC LA S     -   205,350.    1,011,110.      MT  (+/- 180 meters Scaled)
 BJ1958
 BJ1958                          SUPERSEDED SURVEY CONTROL
 BJ1958
 BJ1958  NGVD 29 (??/??/??)    7.903  (m)           25.93   (f) ADJUSTED    1 2
 BJ1958
 BJ1958.Superseded values are not recommended for survey control.
 BJ1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1958.See file dsdata.txt to determine how the superseded data were derived.
 BJ1958
 BJ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP712591(NAD 83)
 BJ1958_MARKER: B = BOLT
 BJ1958_SETTING: 0 = UNSPECIFIED SETTING
 BJ1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1958
 BJ1958  HISTORY     - Date     Condition        Report By
 BJ1958  HISTORY     - UNK      MONUMENTED       DOD
 BJ1958  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1958
 BJ1958                          STATION DESCRIPTION
 BJ1958
 BJ1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1958'7.65 MI S FROM BATON ROUGE.
 BJ1958'MARK IS 07.2 MILES SOUTH OF THE Y. AND M. V. R. R. DEPOT BY THE LEVEE
 BJ1958'ROAD, ON THE SOUTHEAST PART OF THE OLD CONRAD PLANTATION.  IT IS IN
 BJ1958'THE FIELD ABOUT 200 YARDS NORTH OF THE ROAD AND ABOUT 100 YARDS
 BJ1958'NORTHWEST OF THE TENENT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2820 ***********************************************************************
 CP2820  DESIGNATION -  COTTON
 CP2820  PID         -  CP2820
 CP2820  STATE/COUNTY-  LA/EAST CARROLL
 CP2820  USGS QUAD   -  MAYERSVILLE (1994)
 CP2820
 CP2820                         *CURRENT SURVEY CONTROL
 CP2820  ___________________________________________________________________
 CP2820* NAD 83(1992)-  32 53 13.46635(N)    091 06 03.39123(W)     ADJUSTED  
 CP2820* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 CP2820  ___________________________________________________________________
 CP2820  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CP2820  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2820
 CP2820  HORZ ORDER  -  SECOND
 CP2820
 CP2820.The horizontal coordinates were established by classical geodetic methods
 CP2820.and adjusted by the National Geodetic Survey in May 1994..
 CP2820
 CP2820.The orthometric height was scaled from a topographic map.
 CP2820
 CP2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2820
 CP2820.The geoid height was determined by GEOID03.
 CP2820
 CP2820;                    North         East     Units Scale Factor Converg.
 CP2820;SPC LA N     -   265,525.949 1,130,916.686   MT  1.00005769   +0 44 22.9
 CP2820;SPC LA N     -   871,146.38  3,710,349.16   sFT  1.00005769   +0 44 22.9
 CP2820;SPC MS W     -   375,777.358   628,175.960   MT  1.00001358   -0 25 00.5
 CP2820;SPC MS W     - 1,232,862.88  2,060,940.63   sFT  1.00001358   -0 25 00.5
 CP2820;SPC AR S     -   424,816.593   484,135.503   MT  1.00011715   +0 30 11.5
 CP2820;SPC AR S     - 1,393,752.44  1,588,367.90   sFT  1.00011715   +0 30 11.5
 CP2820;UTM  15      - 3,640,366.941   677,641.184   MT  0.99998911   +1 01 53.1
 CP2820
 CP2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2820!SPC LA N     -   0.99999803  x   1.00005769  =   1.00005572
 CP2820!SPC MS W     -   0.99999803  x   1.00001358  =   1.00001161
 CP2820!SPC AR S     -   0.99999803  x   1.00011715  =   1.00011518
 CP2820!UTM  15      -   0.99999803  x   0.99998911  =   0.99998714
 CP2820
 CP2820:                Primary Azimuth Mark                     Grid Az
 CP2820:SPC LA N     -  1050 MRC 1958                            044 01 22.4
 CP2820:SPC MS W     -  1050 MRC 1958                            045 10 45.8
 CP2820:SPC AR S     -  1050 MRC 1958                            044 15 33.8
 CP2820:UTM  15      -  1050 MRC 1958                            043 43 52.2
 CP2820
 CP2820|---------------------------------------------------------------------|
 CP2820| PID    Reference Object                     Distance      Geod. Az  |
 CP2820|                                                           dddmmss.s |
 CP2820| CP2819 1050 MRC 1958                       APPROX. 0.6 KM 0444545.3 |
 CP2820| CY4152 COTTON RM 2                          28.808 METERS 04713     |
 CP2820| CP2823 MAYERSVILLE MID VAL PLINE MAST      APPROX. 4.8 KM 1042852.3 |
 CP2820| CP2829 LAKE PROVIDENCE FED COMP E TK       APPROX.12.5 KM 2255048.6 |
 CP2820| CP2828 LAKE PROVIDENCE RAD KLPL MAST       APPROX.12.6 KM 2313441.2 |
 CP2820| CY4151 COTTON RM 1                          29.696 METERS 28533     |
 CP2820|---------------------------------------------------------------------|
 CP2820
 CP2820                          SUPERSEDED SURVEY CONTROL
 CP2820
 CP2820  NAD 83(1992)-  32 53 13.47534(N)    091 06 03.38745(W) AD(       ) 2
 CP2820  NAD 83(1986)-  32 53 13.47869(N)    091 06 03.38461(W) AD(       ) 2
 CP2820  NAD 27      -  32 53 13.01930(N)    091 06 02.99770(W) AD(       ) 2
 CP2820
 CP2820.Superseded values are not recommended for survey control.
 CP2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2820.See file dsdata.txt to determine how the superseded data were derived.
 CP2820
 CP2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7764140367(NAD 83)
 CP2820_MARKER: DS = TRIANGULATION STATION DISK
 CP2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2820
 CP2820  HISTORY     - Date     Condition        Report By
 CP2820  HISTORY     - 1958     MONUMENTED       CGS
 CP2820
 CP2820                          STATION DESCRIPTION
 CP2820
 CP2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2820'STATION IS LOCATED ON THE MISSISSIPPI RIVER LEVEE, AT A POINT
 CP2820'WHERE THE LEVEE TURNS NORTHEAST FROM AN EAST DIRECTION, ABOUT
 CP2820'10-1/4 MILES SOUTHEAST OF GASSOWAY, 7-1/2 MILES EAST OF SHELBURN,
 CP2820'7-1/4 MILES NORTHEAST OF LAKE PROVIDENCE AND 3/4 MILE WEST OF THE
 CP2820'MISSISSIPPI RIVER AT THE CLOSEST POINT.
 CP2820'
 CP2820'REACHED FROM THE POST OFFICE IN LAKE PROVIDENCE BY GOING NORTH
 CP2820'ON U.S. HIGHWAY 65 FOR 0.15 MILE TO T-INTERSECTION, TURN LEFT
 CP2820'ON HIGHWAY 65 FOR 0.15 MILE TO INTERSECTION AT STOP LIGHT, TURN
 CP2820'RIGHT AND FOLLOW MACADAM ROAD NORTH FOR 0.65 MILE TO FORKS,
 CP2820'TAKE RIGHT FORK AND CONTINUE NORTHEASTERLY ON MACADAM ROAD
 CP2820'FOR 3.1 MILES TO FORKS, TAKE RIGHT FORK, NORTH, FOR 0.6 MILE TO
 CP2820'GRAVEL SIDE ROAD RIGHT, TURN RIGHT, EAST, AND FOLLOW GRAVEL
 CP2820'ROAD FOR 0.9 MILE TO NEW LEVEE, CROSS LEVEE AND CONTINUE ON
 CP2820'GRAVEL ROAD FOR 2.4 MILE TO FORKS AT LEVEE, TAKE LEFT FORK
 CP2820'AND FOLLOW LEVEE BANQUETTE ROAD NORTHERLY FOR 2.25 MILES TO
 CP2820'COTTONWOOD RANCH HEADQUARTERS ON THE LEFT, CONTINUE ON BANQUETTE
 CP2820'ROAD FOR 0.15 MILE TO A POINT WHERE BANQUETTE ROAD TURNS LEFT
 CP2820'AND TRACK ROAD LEADS STRAIGHT AHEAD ACROSS LEVEE, LEAVE MAIN
 CP2820'ROAD AND FOLLOW TRACK ROAD TO TOP OF LEVEE AND STATION.
 CP2820'
 CP2820'STATION MARKS ARE STANDARD DISKS, STAMPED COTTON 1958.  THE
 CP2820'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CP2820'POST PROJECTING 1 INCH.  IT IS 386 METERS SOUTHWEST OF A PIPELINE
 CP2820'CROSSING THE LEVEE, 233 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 CP2820'HOG LOT, 52 FEET SOUTHEAST OF THE WEST TANGENT OF A
 CP2820'NORTHEAST-SOUTHWEST GRAVEL ROAD, 50 FEET SOUTHWEST OF THE
 CP2820'SOUTHEAST TANGENT OF A NORTHWEST-SOUTHEAST GRAVEL ROAD AND 27
 CP2820'FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD CROSSING THE
 CP2820'LEVEE.  A WHITE WITNESS POST WAS SET 3 FEET WEST OF THE MARK.
 CP2820'THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF
 CP2820'CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 CP2820'
 CP2820'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COTTON NO 1 1958, SET
 CP2820'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2820'6 INCHES.  IT IS 251 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CP2820'THE HOG LOT, 99 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL
 CP2820'ROAD, 44 FEET NORTHWEST OF THE SOUTHWEST TANGENT OF THE
 CP2820'NORTHEAST-SOUTHWEST ROAD AND 5 FEET SOUTHWEST OF THE CENTER OF
 CP2820'THE LEVEE.
 CP2820'
 CP2820'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COTTON NO 2 1958,
 CP2820'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2820'5 INCHES.  IT IS 161 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 CP2820'HOG LOT, 68 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD, 52
 CP2820'FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 45 FEET
 CP2820'NORTHEAST OF THE SOUTHEAST TANGENT OF THE NORTHWEST-SOUTHEAST
 CP2820'GRAVEL ROAD AND 7 FEET NORTHWEST OF THE CENTER OF THE LEVEE.
 CP2820'
 CP2820'1050 (MRC) IS A MISSISSIPPI RIVER COMMISSION DISK BOLTED TO THE
 CP2820'TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 18 INCHES.  IT WAS USED
 CP2820'FOR AN AZIMUTH MARK FOR THIS STATION.  IT IS 100 FEET SOUTHEAST
 CP2820'OF A LEVEE RIGHT-OF-WAY FENCE, 182 METERS NORTHEAST OF A
 CP2820'PIPELINE CROSSING THE LEVEE, 56 FEET SOUTHEAST OF THE CENTER OF
 CP2820'A GRAVEL ROAD AND 18 FEET NORTHWEST OF THE CENTER OF THE LEVEE.
 CP2820'A SECOND ORDER TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM
 CP2820'THE STATION.
 CP2820'
 CP2820'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3065 ***********************************************************************
 CQ3065  DESIGNATION -  COTTON VALLEY DULLIEN PLT STK
 CQ3065  PID         -  CQ3065
 CQ3065  STATE/COUNTY-  LA/WEBSTER
 CQ3065  USGS QUAD   -  COTTON VALLEY (1981)
 CQ3065
 CQ3065                         *CURRENT SURVEY CONTROL
 CQ3065  ___________________________________________________________________
 CQ3065* NAD 83(1992)-  32 48 07.43109(N)    093 24 41.81584(W)     ADJUSTED  
 CQ3065* NAVD 88     -                                                        
 CQ3065  ___________________________________________________________________
 CQ3065  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CQ3065  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3065
 CQ3065  HORZ ORDER  -  THIRD
 CQ3065
 CQ3065.The horizontal coordinates were established by classical geodetic methods
 CQ3065.and adjusted by the National Geodetic Survey in September 1999..
 CQ3065
 CQ3065
 CQ3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3065
 CQ3065.The geoid height was determined by GEOID03.
 CQ3065
 CQ3065;                    North         East     Units Scale Factor Converg.
 CQ3065;SPC LA N     -   255,611.848   914,615.014   MT  1.00003368   -0 28 55.1
 CQ3065;SPC LA N     -   838,619.87  3,000,699.43   sFT  1.00003368   -0 28 55.1
 CQ3065;UTM  15      - 3,629,419.101   461,462.828   MT  0.99961831   -0 13 22.8
 CQ3065
 CQ3065                          SUPERSEDED SURVEY CONTROL
 CQ3065
 CQ3065  NAD 83(1992)-  32 48 07.43448(N)    093 24 41.81174(W) AD(       ) 4
 CQ3065  NAD 83(1986)-  32 48 07.44280(N)    093 24 41.80664(W) AD(       ) 4
 CQ3065  NAD 27      -  32 48 06.92900(N)    093 24 41.18800(W) AD(       ) 3
 CQ3065
 CQ3065.Superseded values are not recommended for survey control.
 CQ3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3065.See file dsdata.txt to determine how the superseded data were derived.
 CQ3065
 CQ3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6146329419(NAD 83)
 CQ3065_MARKER: 63 = STACK
 CQ3065
 CQ3065  HISTORY     - Date     Condition        Report By
 CQ3065  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3065
 CQ3065                          STATION DESCRIPTION
 CQ3065
 CQ3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3065'IT IS LOCATED 1/2 MILE SOUTH FROM THE TOWN OF COTTON VALLEY,
 CQ3065'1/4 MILE EAST OF STATE ROUTE 90.
 CQ3065'
 CQ3065'IT IS A LARGE BRICK STACK AND IS THE TALLER ONE OF THREE.
 CQ3065'IT IS ABOUT 140 FEET IN HEIGHT.
 CQ3065'
 CQ3065'THE CENTER AND TOP OF THE STACK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3066 ***********************************************************************
 CQ3066  DESIGNATION -  COTTON VALLEY MUNICIPAL TANK
 CQ3066  PID         -  CQ3066
 CQ3066  STATE/COUNTY-  LA/WEBSTER
 CQ3066  USGS QUAD   -  COTTON VALLEY (1981)
 CQ3066
 CQ3066                         *CURRENT SURVEY CONTROL
 CQ3066  ___________________________________________________________________
 CQ3066* NAD 83(1992)-  32 49 19.81627(N)    093 25 07.25316(W)     ADJUSTED  
 CQ3066* NAVD 88     -                                                        
 CQ3066  ___________________________________________________________________
 CQ3066  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CQ3066  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ3066
 CQ3066  HORZ ORDER  -  THIRD
 CQ3066
 CQ3066.The horizontal coordinates were established by classical geodetic methods
 CQ3066.and adjusted by the National Geodetic Survey in September 1999..
 CQ3066
 CQ3066
 CQ3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3066
 CQ3066.The geoid height was determined by GEOID03.
 CQ3066
 CQ3066;                    North         East     Units Scale Factor Converg.
 CQ3066;SPC LA N     -   257,847.326   913,972.116   MT  1.00003916   -0 29 08.5
 CQ3066;SPC LA N     -   845,954.10  2,998,590.18   sFT  1.00003916   -0 29 08.5
 CQ3066;UTM  15      - 3,631,650.719   460,810.109   MT  0.99961894   -0 13 37.0
 CQ3066
 CQ3066                          SUPERSEDED SURVEY CONTROL
 CQ3066
 CQ3066  NAD 83(1992)-  32 49 19.82017(N)    093 25 07.24838(W) AD(       ) 4
 CQ3066  NAD 83(1986)-  32 49 19.82796(N)    093 25 07.24382(W) AD(       ) 4
 CQ3066  NAD 27      -  32 49 19.31700(N)    093 25 06.62400(W) AD(       ) 3
 CQ3066
 CQ3066.Superseded values are not recommended for survey control.
 CQ3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3066.See file dsdata.txt to determine how the superseded data were derived.
 CQ3066
 CQ3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6081031651(NAD 83)
 CQ3066_MARKER: 53 = ELEVATED TANK
 CQ3066
 CQ3066  HISTORY     - Date     Condition        Report By
 CQ3066  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3066
 CQ3066                          STATION DESCRIPTION
 CQ3066
 CQ3066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3066'THE STATION IS LOCATED AT THE NORTH EDGE OF THE TOWN OF
 CQ3066'COTTON VALLEY.
 CQ3066'
 CQ3066'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL
 CQ3066'STRUCTURE AND HAS AN OVERALL HEIGHT OF 110 FEET.
 CQ3066'
 CQ3066'THE APEX OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2607 ***********************************************************************
 BK2607  DESIGNATION -  COTTONPORT MUNICIPAL TANK
 BK2607  PID         -  BK2607
 BK2607  STATE/COUNTY-  LA/AVOYELLES
 BK2607  USGS QUAD   -  COTTONPORT (1993)
 BK2607
 BK2607                         *CURRENT SURVEY CONTROL
 BK2607  ___________________________________________________________________
 BK2607* NAD 83(1992)-  30 59 04.61502(N)    092 03 05.12870(W)     ADJUSTED  
 BK2607* NAVD 88     -                                                        
 BK2607  ___________________________________________________________________
 BK2607  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK2607  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2607
 BK2607  HORZ ORDER  -  THIRD
 BK2607
 BK2607.The horizontal coordinates were established by classical geodetic methods
 BK2607.and adjusted by the National Geodetic Survey in January 1993..
 BK2607
 BK2607
 BK2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2607
 BK2607.The geoid height was determined by GEOID03.
 BK2607
 BK2607;                    North         East     Units Scale Factor Converg.
 BK2607;SPC LA N     -    53,822.360 1,042,849.595   MT  1.00004626   +0 14 13.8
 BK2607;SPC LA N     -   176,582.19  3,421,415.71   sFT  1.00004626   +0 14 13.8
 BK2607;UTM  15      - 3,428,282.924   590,573.248   MT  0.99970119   +0 29 18.1
 BK2607
 BK2607                          SUPERSEDED SURVEY CONTROL
 BK2607
 BK2607  NAD 83(1986)-  30 59 04.63466(N)    092 03 05.12384(W) AD(       ) 4
 BK2607  NAD 27      -  30 59 03.94987(N)    092 03 04.68077(W) AD(       ) 3
 BK2607
 BK2607.Superseded values are not recommended for survey control.
 BK2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2607.See file dsdata.txt to determine how the superseded data were derived.
 BK2607
 BK2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9057328283(NAD 83)
 BK2607_MARKER: 53 = ELEVATED TANK
 BK2607
 BK2607  HISTORY     - Date     Condition        Report By
 BK2607  HISTORY     - 1941     FIRST OBSERVED   CGS
 BK2607  HISTORY     - 1959     GOOD             CGS
 BK2607  HISTORY     - 20041119 MARK NOT FOUND   USPSQD
 BK2607
 BK2607                          STATION DESCRIPTION
 BK2607
 BK2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2607'STATION IS IN THE ESE PART OF THE TOWN OF COTTONPORT, ABOUT
 BK2607'1/4 MILE ESE OF THE DEPOT.  IT IS THE ALUMINUM-PAINTED STEEL
 BK2607'TANK WITH CONICAL ROOF AND BALL AT THE APEX SUPPORTED BY A
 BK2607'FOUR-LEGGED STEEL TRUSSWORK.  BUILT IN 1924, IT HAS A CAPACITY
 BK2607'OF 55,000 GALLONS AND IS ABOUT 110 FEET IN HEIGHT.
 BK2607
 BK2607                          STATION RECOVERY (1959)
 BK2607
 BK2607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK2607'THE STATION WAS VISITED 10-22-59 AND WAS FOUND IN GOOD CONDITION.
 BK2607'IT IS LOCATED IN THE SOUTHEAST SECTION OF COTTONPORT, IN THE
 BK2607'SOUTHWEST ANGLE OF THEINTERSECTION OF SOUTH MAIN STREET AND
 BK2607'CHAUPIQUE LANE.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING
 BK2607'A TANK.  IT IS 110 FEET IN HEIGHT.
 BK2607
 BK2607                          STATION RECOVERY (2004)
 BK2607
 BK2607'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1663 ***********************************************************************
 CQ1663  DESIGNATION -  COTY
 CQ1663  PID         -  CQ1663
 CQ1663  STATE/COUNTY-  LA/CADDO
 CQ1663  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1663
 CQ1663                         *CURRENT SURVEY CONTROL
 CQ1663  ___________________________________________________________________
 CQ1663* NAD 83(1986)-  32 30 00.     (N)    093 44 10.     (W)     SCALED    
 CQ1663* NAVD 88     -        68.541  (meters)     224.87   (feet)  ADJUSTED  
 CQ1663  ___________________________________________________________________
 CQ1663  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ1663  DYNAMIC HT  -          68.464 (meters)     224.62  (feet)  COMP
 CQ1663  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 CQ1663
 CQ1663  VERT ORDER  -  FIRST     CLASS II
 CQ1663
 CQ1663.The horizontal coordinates were scaled from a topographic map and have
 CQ1663.an estimated accuracy of +/- 6 seconds.
 CQ1663
 CQ1663.The orthometric height was determined by differential leveling
 CQ1663.and adjusted by the National Geodetic Survey in June 1991..
 CQ1663
 CQ1663.The geoid height was determined by GEOID03.
 CQ1663
 CQ1663.The dynamic height is computed by dividing the NAVD 88
 CQ1663.geopotential number by the normal gravity value computed on the
 CQ1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1663.degrees latitude (g = 980.6199 gals.).
 CQ1663
 CQ1663.The modeled gravity was interpolated from observed gravity values.
 CQ1663
 CQ1663;                    North         East    Units  Estimated Accuracy
 CQ1663;SPC LA N     -   222,420.      883,840.      MT  (+/- 180 meters Scaled)
 CQ1663
 CQ1663                          SUPERSEDED SURVEY CONTROL
 CQ1663
 CQ1663  NGVD 29 (??/??/??)   68.619  (m)          225.13   (f) ADJUSTED    1 2
 CQ1663
 CQ1663.Superseded values are not recommended for survey control.
 CQ1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1663.See file dsdata.txt to determine how the superseded data were derived.
 CQ1663
 CQ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR308960(NAD 83)
 CQ1663_MARKER: DB = BENCH MARK DISK
 CQ1663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1663_SP_SET: BUILDING
 CQ1663_STAMPING: COTY 1948
 CQ1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1663
 CQ1663  HISTORY     - Date     Condition        Report By
 CQ1663  HISTORY     - 1948     MONUMENTED       CGS
 CQ1663  HISTORY     - 1954     GOOD             CGS
 CQ1663  HISTORY     - 1977     GOOD             NGS
 CQ1663  HISTORY     - 1986     GOOD             USPSQD
 CQ1663  HISTORY     - 1987     GOOD             USPSQD
 CQ1663  HISTORY     - 1995     GOOD             USPSQD
 CQ1663
 CQ1663                          STATION DESCRIPTION
 CQ1663
 CQ1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CQ1663'IN SHREVEPORT.
 CQ1663'AT SHREVEPORT, ABOUT 0.8 MILE SOUTHEAST ALONG MARSHALL STREET FROM THE
 CQ1663'OLD CENTRAL STATION, SET VERTICALLY IN THE NORTH FACE OF THE COCA COLA
 CQ1663'BOTTLING CO. BUILDING AT THE INTERSECTION OF MARSHALL STREET, STONER
 CQ1663'STREET AND COTY STREET, 86.0 FEET EAST OF A POINT ON THE PROJECTED
 CQ1663'CENTER LINE OF MARSHALL STREET, 67.4 FEET WEST OF THE WEST CURB OF
 CQ1663'COTY STREET, 24.4 FEET SOUTH OF THE SOUTH CURB OF STONER STREET, 40.6
 CQ1663'FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 26.6 FEET EAST OF
 CQ1663'THE CENTER LINE OF THE MAIN OR NORTH ENTRANCE OF THE BUILDING, 2.3
 CQ1663'FEET ABOVE THE GROUND.
 CQ1663
 CQ1663                          STATION RECOVERY (1954)
 CQ1663
 CQ1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 CQ1663'RECOVERED IN GOOD CONDITION.
 CQ1663
 CQ1663                          STATION RECOVERY (1977)
 CQ1663
 CQ1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1663'RECOVERED IN GOOD CONDITION.
 CQ1663
 CQ1663                          STATION RECOVERY (1986)
 CQ1663
 CQ1663'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 CQ1663'RECOVERED IN GOOD CONDITION.
 CQ1663
 CQ1663                          STATION RECOVERY (1987)
 CQ1663
 CQ1663'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1663'RECOVERED IN GOOD CONDITION.
 CQ1663
 CQ1663                          STATION RECOVERY (1995)
 CQ1663
 CQ1663'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2876 ***********************************************************************
 AU2876  TIDAL BM    -  This is a Tidal Bench Mark.
 AU2876  DESIGNATION -  COUBA
 AU2876  PID         -  AU2876
 AU2876  STATE/COUNTY-  LA/ST CHARLES
 AU2876  USGS QUAD   -  LAKE CATAOUATCHE WES (1983)
 AU2876
 AU2876                         *CURRENT SURVEY CONTROL
 AU2876  ___________________________________________________________________
 AU2876* NAD 83(1992)-  29 46 18.67105(N)    090 17 21.06310(W)     ADJUSTED  
 AU2876* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AU2876  **This station is located in a subsidence area (see below).
 AU2876  ___________________________________________________________________
 AU2876  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2876  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AU2876
 AU2876  HORZ ORDER  -  FIRST
 AU2876
 AU2876.The horizontal coordinates were established by classical geodetic methods
 AU2876.and adjusted by the National Geodetic Survey in January 1993..
 AU2876
 AU2876 ** The orthometric height has not been validated since last determined
 AU2876 ** by differential leveling and should not be used for control purposes.
 AU2876 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2876 ** area with valid NAVD 88 orthometric heights.
 AU2876 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2876 ** epoch indicated which incorporates improved geoid heights for the
 AU2876 ** Southern Louisiana Subsidence area.
 AU2876 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2876.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2876
 AU2876.This Tidal Bench Mark is designated as VM 7245
 AU2876.by the Center for Operational Oceanographic Products and Services.
 AU2876
 AU2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2876
 AU2876.The geoid height was determined by GEOID03.
 AU2876
 AU2876;                    North         East     Units Scale Factor Converg.
 AU2876;SPC LA S     -   141,438.036 1,100,967.620   MT  0.99993368   +0 31 19.5
 AU2876;SPC LA S     -   464,034.62  3,612,091.27   sFT  0.99993368   +0 31 19.5
 AU2876;UTM  15      - 3,296,585.448   762,097.806   MT  1.00044767   +1 20 48.5
 AU2876
 AU2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2876!SPC LA S     -   1.00000389  x   0.99993368  =   0.99993757
 AU2876!UTM  15      -   1.00000389  x   1.00044767  =   1.00045156
 AU2876
 AU2876:                Primary Azimuth Mark                     Grid Az
 AU2876:SPC LA S     -  KELLY                                    029 29 30.8
 AU2876:UTM  15      -  KELLY                                    028 40 01.8
 AU2876
 AU2876|---------------------------------------------------------------------|
 AU2876| PID    Reference Object                     Distance      Geod. Az  |
 AU2876|                                                           dddmmss.s |
 AU2876| AU2797 KELLY                               APPROX.14.2 KM 0300050.3 |
 AU2876| DD6557 COUBA RM 1                           20.383 METERS 04748     |
 AU2876| AU2820 BARATARIA WATER TANK                APPROX.18.2 KM 1095230.7 |
 AU2876| DD6558 COUBA RM 2                           30.151 METERS 27425     |
 AU2876| DD6559 COUBA RM 3                           78.504 METERS 29950     |
 AU2876|---------------------------------------------------------------------|
 AU2876
 AU2876                          SUPERSEDED SURVEY CONTROL
 AU2876
 AU2876  NAD 83(1986)-  29 46 18.68753(N)    090 17 21.06482(W) AD(       ) 1
 AU2876  NAD 27      -  29 46 17.93275(N)    090 17 20.78144(W) AD(       ) 1
 AU2876  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AU2876
 AU2876.Superseded values are not recommended for survey control.
 AU2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2876.See file dsdata.txt to determine how the superseded data were derived.
 AU2876
 AU2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6209896585(NAD 83)
 AU2876_MARKER: DS = TRIANGULATION STATION DISK
 AU2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2876
 AU2876  HISTORY     - Date     Condition        Report By
 AU2876  HISTORY     - 1972     MONUMENTED       NGS
 AU2876
 AU2876                          STATION DESCRIPTION
 AU2876
 AU2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2876'THE STATION IS LOCATED ABOUT 9-3/4 MILES NORTHWEST OF BARATARIA, 15
 AU2876'MILES SOUTHWEST OF DOWNTOWN NEW ORLEANS AND 1/2 MILE SOUTH OF BAYOU
 AU2876'COUBA AT THE SITE OF THE MAIN CAMP BUILDINGS OWNED BY THE LOUISIANA
 AU2876'STATE SAN SALVADOR WILDLIFE REFUDGE.  FOR INFORMATION CALL MR.
 AU2876'ALLEN B. ENSMINGER, DIRECTOR OF REFUDGE DIVISION, 418 ROYAL STREET,
 AU2876'ROOM 130, NEW ORLEANS.  PHONE--527-5220. TO REACH BY BOAT.
 AU2876'
 AU2876'THE STATION MARK, A STANDARD DISK STAMPED COUBA 1972, SET IN THE TOP
 AU2876'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 AU2876'THE GROUND.  IT IS 81 FEET SOUTH OF THE SOUTHEAST CORNER OF A BROWN
 AU2876'BUILDING, 38 FEET EAST OF A 10-INCH TREE AND 26 FEET NORTH OF A
 AU2876'BOAT RAMP.  NO UNDERGROUND MARK WAS SET.
 AU2876'
 AU2876'REFERENCE MARK 1, A STANDARD DISK STAMPED COUBA NO 1 1972, IS
 AU2876'CEMENTED IN THE TOP OF A 10-INCH ORANGEBURG PIPE FILLED WITH
 AU2876'CONCRETE.  IT IS 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AU2876'BROWN BUILDING AND 1 FOOT NORTHWEST OF A FENCE.  IT IS 2 INCHES
 AU2876'BELOW THE GROUND SURFACE.
 AU2876'
 AU2876'REFERENCE MARK 2, A STANDARD DISK STAMPED COUBA NO 2 1972, IS
 AU2876'CEMENTED IN THE TOP OF A 10-INCH ORANGEBURG PIPE THAT IS FLUSH WITH
 AU2876'THE GROUND SURFACE.  IT IS 76 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 AU2876'CORNER OF THE BROWN BUILDING, 23 FEET NORTH OF A TIN SHED AND 7 FEET
 AU2876'NORTHEAST OF A WILLOW TREE.
 AU2876'
 AU2876'REFERENCE MARK 3, A STANDARD DISK STAMPED COUBA NO 3 1972, IS
 AU2876'CEMENTED IN THE TOP OF A 10-INCH ORANGEBURG PIPE THAT IS FLUSH WITH
 AU2876'THE GROUND SURFACE.  IT IS 46 FEET EAST OF THE STEPS LEADING IN
 AU2876'BUILDING, 43.5 FEET SOUTH OF A BOAT RAMP AND 1.5 FEET NORTH OF A
 AU2876'METAL WITNESS POST WITH SIGN.
 AU2876'
 AU2876'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 AU2876'
 AU2876'HEIGHT OF LIGHT ABOVE STATION MARK 22.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2780 ***********************************************************************
 BX2780  DESIGNATION -  COULEY
 BX2780  PID         -  BX2780
 BX2780  STATE/COUNTY-  LA/WINN
 BX2780  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX2780
 BX2780                         *CURRENT SURVEY CONTROL
 BX2780  ___________________________________________________________________
 BX2780* NAD 83(1992)-  31 52 11.48090(N)    092 50 41.39388(W)     ADJUSTED  
 BX2780* NAVD 88     -        80.3    (meters)     263.     (feet)  VERTCON   
 BX2780  ___________________________________________________________________
 BX2780  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BX2780  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX2780
 BX2780  HORZ ORDER  -  FIRST
 BX2780
 BX2780.The horizontal coordinates were established by classical geodetic methods
 BX2780.and adjusted by the National Geodetic Survey in January 1993..
 BX2780
 BX2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2780
 BX2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2780
 BX2780.The geoid height was determined by GEOID03.
 BX2780
 BX2780;                    North         East     Units Scale Factor Converg.
 BX2780;SPC LA N     -   151,934.435   967,372.660   MT  0.99991509   -0 10 56.3
 BX2780;SPC LA N     -   498,471.56  3,173,788.47   sFT  0.99991509   -0 10 56.3
 BX2780;UTM  15      - 3,526,020.833   514,677.154   MT  0.99960266   +0 04 54.9
 BX2780
 BX2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2780!SPC LA N     -   0.99999146  x   0.99991509  =   0.99990655
 BX2780!UTM  15      -   0.99999146  x   0.99960266  =   0.99959413
 BX2780
 BX2780|---------------------------------------------------------------------|
 BX2780| PID    Reference Object                     Distance      Geod. Az  |
 BX2780|                                                           dddmmss.s |
 BX2780| CY4153 COULEY RM 1                          21.398 METERS 05123     |
 BX2780| BX2777 GUM SPRINGS                         APPROX. 6.7 KM 0600749.1 |
 BX2780| BX2776 GUM SPRINGS LOOKOUT TOWER           APPROX. 6.7 KM 0610612.4 |
 BX2780| CY4154 COULEY RM 2                          19.058 METERS 19059     |
 BX2780| BX2785 PLACID OIL CO STANDPIPE             APPROX.13.3 KM 3054307.8 |
 BX2780| BX2784 PLACID OIL CO RAD TOW KFE 246       APPROX.13.3 KM 3064503.8 |
 BX2780|---------------------------------------------------------------------|
 BX2780
 BX2780                          SUPERSEDED SURVEY CONTROL
 BX2780
 BX2780  NAD 83(1986)-  31 52 11.49539(N)    092 50 41.38543(W) AD(       ) 1
 BX2780  NAD 27      -  31 52 10.90525(N)    092 50 40.82864(W) AD(       ) 1
 BX2780  NGVD 29 (07/19/86)   80.3    (m)          263.     (f) VERT ANG       
 BX2780
 BX2780.Superseded values are not recommended for survey control.
 BX2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2780.See file dsdata.txt to determine how the superseded data were derived.
 BX2780
 BX2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR1467726021(NAD 83)
 BX2780_MARKER: DS = TRIANGULATION STATION DISK
 BX2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2780+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX2780
 BX2780  HISTORY     - Date     Condition        Report By
 BX2780  HISTORY     - 1969     MONUMENTED       CGS
 BX2780  HISTORY     - 19981017 GOOD             USPSQD
 BX2780  HISTORY     - 20010922 GOOD             USPSQD
 BX2780  HISTORY     - 20060610 GOOD             USPSQD
 BX2780
 BX2780                          STATION DESCRIPTION
 BX2780
 BX2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2780'THE STATION IS ABOUT 13 MILES SOUTHWEST OF WINNFIELD, 11-1/4
 BX2780'MILES EAST-NORTHEAST OF CLARENCE AND 7-1/2 MILES NORTHWEST OF
 BX2780'ATLANTA.  IT IS LOCATED IN THE KISATCHIE NATIONAL FOREST.
 BX2780'
 BX2780'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND
 BX2780'84 AND STATE HIGHWAY 6 IN CLARENCE, GO EASTERLY ON U.S. HIGHWAY
 BX2780'84 FOR 8.3 MILES TO THE JUNCTION OF STATE HIGHWAY 477 AND
 BX2780'U.S. HIGHWAY 84, CONTINUE EASTERLY ON U.S. 84 FOR 2.9 MILES TO A
 BX2780'SIDE ROAD RIGHT, CONTINUE EAST ON U.S. 84 FOR 0.75 MILE TO A
 BX2780'BOARD GATE ON THE RIGHT, TURN RIGHT AND PASS THROUGH THE GATE
 BX2780'AND GO SOUTHERLY ON WOODS ROAD FOR 0.1 MILE TO A FORK, TAKE
 BX2780'LEFT FORK AND GO NORTHEAST ON WOODS ROAD FOR 0.35 MILE TO THE
 BX2780'STATION ON THE RIGHT.
 BX2780'
 BX2780'THE STATION MARK IS A STANDARD DISK, STAMPED COULEY 1969, SET
 BX2780'IN THE TOP OF A 12 INCH ROUND CONCRETE POST, THAT PROJECTS 5
 BX2780'INCHES ABOVE THE GROUND.  IT IS 115 FEET SOUTH-SOUTHEAST OF A
 BX2780'WIRE FENCE, 21 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 BX2780'DIRT ROAD AND 2.1 FEET WEST OF A METAL WITNESS POST.
 BX2780'
 BX2780'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COULEY NO 1 1969,
 BX2780'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, THAT PROJECTS
 BX2780'5 INCHES ABOVE THE GROUND.  IT IS 106 FEET SOUTH-SOUTHEAST OF
 BX2780'THE WIRE FENCE, 68.6 FEET NORTHEAST OF THE WITNESS POST, 18.5
 BX2780'FEET SOUTH-SOUTHWEST OF A 13 INCH PINE TREE WITH A TRIANGULAR
 BX2780'BLAZE, 17 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 BX2780'DIRT ROAD AND 7 FEET NORTH OF A 12 INCH PINE TREE WITH A
 BX2780'TRIANGULAR BLAZE.
 BX2780'
 BX2780'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COULEY NO 2 1969,
 BX2780'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, THAT
 BX2780'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 42 FEET SOUTH OF THE
 BX2780'WITNESS POST, 63 FEET EAST OF THE APPROXIMATE CENTER OF THE DIRT
 BX2780'ROAD AND 30.5 FEET SOUTH-SOUTHEAST OF A 14 INCH PINE TREE WITH
 BX2780'A TRIANGULAR BLAZE.
 BX2780'
 BX2780'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 BX2780'
 BX2780'HEIGHT OF LIGHT ABOVE STATION MARK 22.12 METERS.
 BX2780
 BX2780                          STATION RECOVERY (1998)
 BX2780
 BX2780'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2780'RECOVERED IN GOOD CONDITION.
 BX2780
 BX2780                          STATION RECOVERY (2001)
 BX2780
 BX2780'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2780'RECOVERED IN GOOD CONDITION.
 BX2780
 BX2780                          STATION RECOVERY (2006)
 BX2780
 BX2780'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BX2780'FAINT TRAIL OFF OF HWY 84 TO THE RIGHT AT 31 52 05.8 AND 092 50 58.0
 BX2780'WITH SIGN THAT MAY BE OBSCURED LETTERING W070A.  NO GATE.  TAKE TWO
 BX2780'LEFT FORKS, NOT ONE.  12 INCH OAK FELL OVER MARK AND CAUSED WITNESS
 BX2780'POST TO LEAN.  TRUNK OF THE TREE IS OVER THE MARK.  FOUND RM 1 AND 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2577 ***********************************************************************
 BX2577  DESIGNATION -  COULON
 BX2577  PID         -  BX2577
 BX2577  STATE/COUNTY-  LA/AVOYELLES
 BX2577  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2577
 BX2577                         *CURRENT SURVEY CONTROL
 BX2577  ___________________________________________________________________
 BX2577* NAD 83(1992)-  31 10 54.18204(N)    092 06 10.52851(W)     ADJUSTED  
 BX2577* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 BX2577  ___________________________________________________________________
 BX2577  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BX2577  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BX2577
 BX2577  HORZ ORDER  -  SECOND
 BX2577
 BX2577.The horizontal coordinates were established by classical geodetic methods
 BX2577.and adjusted by the National Geodetic Survey in January 1993..
 BX2577
 BX2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2577
 BX2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2577
 BX2577.The geoid height was determined by GEOID03.
 BX2577
 BX2577;                    North         East     Units Scale Factor Converg.
 BX2577;SPC LA N     -    75,656.337 1,037,850.080   MT  0.99999662   +0 12 35.8
 BX2577;SPC LA N     -   248,215.83  3,405,013.14   sFT  0.99999662   +0 12 35.8
 BX2577;UTM  15      - 3,450,087.534   585,479.060   MT  0.99969012   +0 27 52.2
 BX2577
 BX2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2577!SPC LA N     -   1.00000051  x   0.99999662  =   0.99999713
 BX2577!UTM  15      -   1.00000051  x   0.99969012  =   0.99969063
 BX2577
 BX2577|---------------------------------------------------------------------|
 BX2577| PID    Reference Object                     Distance      Geod. Az  |
 BX2577|                                                           dddmmss.s |
 BX2577| CY4156 COULON RM 1                          16.922 METERS 11045     |
 BX2577| BX0826 V 238                                              1564805.6 |
 BX2577| CY4155 COULON AZ MK                                       3265955.4 |
 BX2577| CY4157 COULON RM 2                          20.326 METERS 32938     |
 BX2577| BX2578 COULON A POINT 1969                   8.633 METERS 34830     |
 BX2577|---------------------------------------------------------------------|
 BX2577
 BX2577                          SUPERSEDED SURVEY CONTROL
 BX2577
 BX2577  NAD 83(1986)-  31 10 54.20128(N)    092 06 10.52400(W) AD(       ) 2
 BX2577  NAD 27      -  31 10 53.52974(N)    092 06 10.07038(W) AD(       ) 2
 BX2577  NGVD 29 (07/19/86)   23.6    (m)           77.     (f) VERT ANG       
 BX2577
 BX2577.Superseded values are not recommended for survey control.
 BX2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2577.See file dsdata.txt to determine how the superseded data were derived.
 BX2577
 BX2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8547950088(NAD 83)
 BX2577_MARKER: DD = SURVEY DISK
 BX2577_SETTING: 0 = UNSPECIFIED SETTING
 BX2577
 BX2577  HISTORY     - Date     Condition        Report By
 BX2577  HISTORY     - 1969     MONUMENTED       LADTD
 BX2577
 BX2577                          STATION DESCRIPTION
 BX2577
 BX2577'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2577'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2577'U.S. COAST AND GEODETIC SURVEY DISK STAMPED COULON 1969, IS SET IN
 BX2577'THE TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE OF
 BX2577'THE GROUND.  THE MARK IS 55 FEET WEST OF A METAL WITNESS POST AND
 BX2577'SIGN, 39.8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE COULON
 BX2577'FEED MILL WAREHOUSE, 58 FEET NORTHEAST OF THE CENTER OF STATE
 BX2577'HIGHWAY 115, 57 FEET WEST OF THE SOUTHWEST CORNER OF THE COULON
 BX2577'FEED MILL WAREHOUSE, 71 FEET NORTH-NORTHWEST OF A POWER POLE AND
 BX2577'116.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE COULON FEED
 BX2577'MILL.
 BX2577'
 BX2577'TO REACH THE STATION FROM THE COURTHOUSE IN MARKSVILLE, DRIVE NORTH
 BX2577'ALONG STATE HIGHWAY 115 FOR 4.80 MILES TO THE COULON FEED MILL.  THE
 BX2577'STATION IS IN FRONT OF THE WAREHOUSE IN A PARKING AREA.
 BX2577'
 BX2577'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2577'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED COULON RM 1 1969, IS
 BX2577'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2577'GROUND.  THE MARK IS 1.7 FEET SOUTH OF A METAL WITNESS POST AND
 BX2577'SIGN, 1.6 FEET WEST OF THE SOUTHWEST CORNER OF THE COULON FEED
 BX2577'MILL WAREHOUSE, 59.4 FEET NORTHEAST OF A POWER POLE, 93 FEET
 BX2577'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 115 AND 71.3
 BX2577'FEET NORTH OF THE NORTHWEST CORNER OF THE COULON FEED MILL.
 BX2577'
 BX2577'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2577'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED COULON RM 2 1969,
 BX2577'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2577'GROUND.  THE MARK IS 115 FEET NORTHWEST OF A METAL WITNESS POST
 BX2577'AND SIGN, 63.6 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 BX2577'COULON FEED MILL WAREHOUSE, 58 FEET EAST-NORTHEAST OF THE CENTER
 BX2577'OF STATE HIGHWAY 115 AND 96 FEET SOUTH-SOUTHEAST OF THE CENTER
 BX2577'OF A DRIVE TO A BRICK HOUSE.
 BX2577'
 BX2577'AZIMUTH MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2577'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED COULON AZ MK 1969,
 BX2577'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BX2577'THE GROUND.  THE MARK IS 3.3 FEET SOUTHEAST OF A METAL WITNESS
 BX2577'POST AND SIGN, 4 FEET SOUTHEAST OF A FENCE CORNER, 48.7 FEET
 BX2577'NORTHWEST OF A HEADWALL ON A SIDE DRAIN, 38.3 FEET SOUTHWEST OF
 BX2577'THE CENTER OF STATE HIGHWAY 115 AND 60 FEET SOUTH-SOUTHWEST OF
 BX2577'THE CENTER OF A GRAVEL ROAD.
 BX2577'
 BX2577'TO REACH AZIMUTH MARK 1 FROM THE STATION, DRIVE NORTH ALONG STATE
 BX2577'HIGHWAY 115 FOR 0.41 MILES TO THE MARK WHICH IS ON THE LEFT SIDE OF
 BX2577'THE HIGHWAY NEAR A FENCE CORNER.
 BX2577'
 BX2577'AZIMUTH MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 BX2577'MARK DISK STAMPED V-238 1966, IS SET IN THE TOP OF A CONCRETE POST
 BX2577'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 37 FEET SOUTH
 BX2577'OF THE CENTER OF STATE HIGHWAY 1193, 60.7 FEET WEST OF A CONCRETE
 BX2577'L.D.H. RIGHT OF WAY MARKER, 96.4 FEET SOUTH OF A POWER POLE AND
 BX2577'87.5 FEET WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 115.
 BX2577'
 BX2577'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE SOUTH ALONG STATE
 BX2577'HIGHWAY 115 FOR 0.26 MILES TO THE MARK WHICH IS ON THE RIGHT SIDE OF
 BX2577'THE HIGHWAY AT ITS JUNCTION WITH STATE HIGHWAY 1193.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2466 ***********************************************************************
 BJ2466  DESIGNATION -  COURTABLEAU
 BJ2466  PID         -  BJ2466
 BJ2466  STATE/COUNTY-  LA/ST LANDRY
 BJ2466  USGS QUAD   -  PORTAGE (1970)
 BJ2466
 BJ2466                         *CURRENT SURVEY CONTROL
 BJ2466  ___________________________________________________________________
 BJ2466* NAD 83(1992)-  30 27 29.81154(N)    091 45 30.51058(W)     ADJUSTED  
 BJ2466* NAVD 88     -         8.54   (+/-2cm)      28.0    (feet)  VERTCON   
 BJ2466  ___________________________________________________________________
 BJ2466  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ2466  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2466
 BJ2466  HORZ ORDER  -  SECOND
 BJ2466  VERT ORDER  -  ? (See Below)
 BJ2466
 BJ2466.The horizontal coordinates were established by classical geodetic methods
 BJ2466.and adjusted by the National Geodetic Survey in January 1993..
 BJ2466
 BJ2466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2466.The vertical order pertains to the NGVD 29 superseded value.
 BJ2466
 BJ2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2466
 BJ2466.The geoid height was determined by GEOID03.
 BJ2466
 BJ2466;                    North         East     Units Scale Factor Converg.
 BJ2466;SPC LA S     -   217,142.259   959,171.262   MT  0.99995750   -0 12 45.3
 BJ2466;SPC LA S     -   712,407.56  3,146,881.05   sFT  0.99995750   -0 12 45.3
 BJ2466;UTM  15      - 3,370,223.050   619,192.760   MT  0.99977526   +0 37 45.9
 BJ2466
 BJ2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2466!SPC LA S     -   1.00000297  x   0.99995750  =   0.99996047
 BJ2466!UTM  15      -   1.00000297  x   0.99977526  =   0.99977823
 BJ2466
 BJ2466                          SUPERSEDED SURVEY CONTROL
 BJ2466
 BJ2466  NAD 83(1986)-  30 27 29.83114(N)    091 45 30.50615(W) AD(       ) 2
 BJ2466  NAD 27      -  30 27 29.12788(N)    091 45 30.09193(W) AD(       ) 2
 BJ2466  NGVD 29 (??/??/??)    8.545  (m)           28.03   (f) ADJUSTED    ?  
 BJ2466
 BJ2466.Superseded values are not recommended for survey control.
 BJ2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2466.See file dsdata.txt to determine how the superseded data were derived.
 BJ2466
 BJ2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1919370223(NAD 83)
 BJ2466_MARKER: DS = TRIANGULATION STATION DISK
 BJ2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2466+STABILITY: SURFACE MOTION
 BJ2466
 BJ2466  HISTORY     - Date     Condition        Report By
 BJ2466  HISTORY     - 1935     MONUMENTED       CGS
 BJ2466  HISTORY     - 1957     SEE DESCRIPTION  USE
 BJ2466  HISTORY     - 1960     GOOD             CGS
 BJ2466  HISTORY     - 1965     GOOD             CGS
 BJ2466  HISTORY     - 1965     GOOD             CGS
 BJ2466
 BJ2466                          STATION DESCRIPTION
 BJ2466
 BJ2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ2466'STATION IS ABOUT 5.5 MILES S OF KROTZ SPRINGS NEAR THE CONFLUENCE
 BJ2466'OF COURTABLEAU BAYOU WITH THE ATCHAFALAYA RIVER, ABOUT 0.5
 BJ2466'MILE W OF THE W BANK OF THE RIVER, ABOUT 30 FEET N OF THE
 BJ2466'BAYOU, AND ABOUT 20 FEET W OF THE CENTER OF THE LEVEE ROAD.
 BJ2466'
 BJ2466'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ2466'THE UPPER MARK PROJECTS
 BJ2466'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 BJ2466
 BJ2466                          STATION RECOVERY (1957)
 BJ2466
 BJ2466'RECOVERY NOTE BY US ENGINEERS 1957 (IRR)
 BJ2466'STATION RECOVERED IN POOR CONDITION.  THE MONUMENT IS LEANING
 BJ2466'TO THE EAST AND ONE CORNER OF IT HAS BEEN BROKEN OFF.  THE
 BJ2466'STATION WAS RE-SET IN ITS PRECISE ORIGINAL POSITION AND TWO
 BJ2466'REFERENCE MARKS ESTABLISHED.  A REVISED DESCRIPTION FOLLOWS--
 BJ2466'
 BJ2466'STATION IS ABOUT 5.5 MILES SOUTH OF KROTZ SPRINGS NEAR THE
 BJ2466'CONFLUENCE OF COURTABLEAU BAYOU WITH THE ATCHAFALAYA RIVER.
 BJ2466'IT IS ABOUT 0.5 MILES WEST OF THE WEST BANK OF THE RIVER,
 BJ2466'64.0 FT. SOUTH OF CENTERLINE OF PRIVATE DRIVE, 33.6 FT. WEST
 BJ2466'OF CENTERLINE OF GRAVEL ROAD ALONG WEST SIDE OF LEVEE AND
 BJ2466'ABOUT 30.0 FT. NORTH OF BAYOU, EXTENDED.  A STANDARD DISK
 BJ2466'STAMPED, COURTABLEAU 1935 1957, SET IN THE TOP OF A 12 INCH
 BJ2466'ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE GROUND.
 BJ2466'
 BJ2466'REFERENCE MARK 1 IS NE OF STATION, 18.0 FT. NE OF CENTERLINE
 BJ2466'OF ROAD, AND 3.0 FT. E OF W TOE OF LEVEE.  A STANDARD DISK
 BJ2466'STAMPED, COURTABLEAU NO 1 1935 1957, SET IN THE TOP OF A
 BJ2466'12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 BJ2466'ABOVE GROUND.
 BJ2466'
 BJ2466'REFERENCE MARK 2 IS SE OF THE STATION AND 22.0 FT. SW OF
 BJ2466'CENTERLINE OF ROAD.  A STANDARD DISK STAMPED, COURTABLEAU
 BJ2466'NO 2 1935 1957, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 BJ2466'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.
 BJ2466
 BJ2466                          STATION RECOVERY (1960)
 BJ2466
 BJ2466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ2466'THE STATION WAS VISITED 2-6-60 AND THE STATION MARK AND REFERENCE
 BJ2466'MARKS NO. 1 AND NO. 2 ESTABLISHED IN 1957 WERE FOUND IN GOOD
 BJ2466'CONDITION.  THE MEASUREMENTS TO BOTH MARKS CHECKED TO THE BASE
 BJ2466'OF THE ARROW AWAY FROM THE STATION.  THE CENTER OF THE DISKS
 BJ2466'WERE MARKED BY AN X AND A NEW MEASUREMENT TAKEN TO THE MARKS.
 BJ2466'A NEW DESCRIPTION FOLLOWS--
 BJ2466'
 BJ2466'THE STATION IS LOCATED ABOUT 5.75 MILES SOUTH ALONG THE WEST
 BJ2466'SIDE OF THE ATCHAFALAYA RIVER, NEAR THE CONFLUENCE WITH
 BJ2466'COURTABLEAU BAYOU, IN THE CENTER OF SEC. 9, T 7 S., R 7 E.  IT IS
 BJ2466'35 FEET WEST OF THE CENTER OF STATE HIGHWAY 105, 100 FEET
 BJ2466'WEST OF THE CENTER AND TOP OF THE LEVEE, 65 FEET SOUTH OF THE
 BJ2466'CENTER OF A PRIVATE ROAD LEADING WEST, 36 FEET SOUTH-SOUTHWEST
 BJ2466'OF A FENCE CORNER, 36.5 FEET EAST OF THE PROJECTED PLANE
 BJ2466'OF THE EAST WALL OF A YELLOW HOUSE NORTH OF THE STATION,
 BJ2466'16 FEET WEST OF A FENCE LINE, 121 FEET EAST-NORTHEAST OF EDGE
 BJ2466'OF THE BAYOU, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT
 BJ2466'IS A STANDARD DISK, STAMPED COURTABLEAU 1935 1957,
 BJ2466'PROJECTING 8 INCHES.
 BJ2466'
 BJ2466'REFERENCE MARK NO. 1 IS 52.57 FEET EAST OF THE STATION, 18
 BJ2466'FEET EAST OF THE CENTER OF STATE HIGHWAY 105, 46 FEET WEST
 BJ2466'OF THE CENTER AND TOP OF THE LEVEE, 64 FEET SOUTH OF THE
 BJ2466'PROJECTED CENTER OF THE DRIVEWAY WEST TO THE YELLOW HOUSE,
 BJ2466'162 FEET NORTH OF THE CENTER OF THE RAMP LEADING SOUTHEAST
 BJ2466'TO THE TOP OF THE LEVEE, AT THE TOE OF THE LEVEE AND 1 FOOT
 BJ2466'EAST OF THE METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BJ2466'COURTABLEAU NO 1 1935 1957, PROJECTING 4 INCHES.
 BJ2466'
 BJ2466'REFERENCE MARK NO. 2 IS 81.45 FEET SOUTH OF THE STATION,
 BJ2466'20 FEET WEST OF THE CENTER OF STATE HIGHWAY 105, 2 FEET WEST
 BJ2466'OF A FENCE LINE, 8 FEET NORTH OF A WOODEN GATE, AND 9 FEET
 BJ2466'NORTHEAST OF THE PROJECTED CENTERLINE OF THE RAMP LEADING
 BJ2466'SOUTHEAST TO THE TOP OF THE LEVEE.  IT IS A STANDARD DISK,
 BJ2466'STAMPED COURTABLEAU NO 2 1935 1957, PROJECTING 4 INCHES.
 BJ2466'
 BJ2466'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER
 BJ2466'ATCHAFALAYA RIVER ON U.S. HIGHWAY 190, GO SOUTH ALONG THE
 BJ2466'WEST SIDE OF THE RIVER ON THE GRAVELED ROAD AND STATE HIGHWAY
 BJ2466'105 FOR 6.4 MILES TO THE MARK ON THE RIGHT IN THE SOUTHWEST
 BJ2466'ANGLE OF THE JUNCTION OF STATE HIGHWAY 105 AND A DRIVEWAY
 BJ2466'LEADING WEST TO A YELLOW HOUSE.
 BJ2466
 BJ2466                          STATION RECOVERY (1965)
 BJ2466
 BJ2466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BJ2466'THIS MARK WAS RECOVERED AS DESCRIBED.
 BJ2466'
 BJ2466'NOTE--THIS MARK WAS NOT LEVELED OVER BY THIS PARTY IN 1965.
 BJ2466
 BJ2466                          STATION RECOVERY (1965)
 BJ2466
 BJ2466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ2466'6 MI S FROM KROTZ SPRINGS.
 BJ2466'6.0 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2466'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, 90 FEET EAST OF LEVEE
 BJ2466'STATION 2722+41, ON THE WEST BANK OF ATCHAFALAYA RIVER, ON THE NORTH
 BJ2466'BANK OF BAYOU COURTABLE, AT THE CONFLUENCE OF THE BAYOU AND THE RIVER,
 BJ2466'ABOUT 300 FEET NORTH OF A SMALL HOUSE ON THE NORTH BANK OF THE BAYOU,
 BJ2466'AND 40 FEET WEST OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE
 BJ2466'LEVEE.  A STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 BJ2466'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0546 ***********************************************************************
 BW0546  DESIGNATION -  COURTHOUSE
 BW0546  PID         -  BW0546
 BW0546  STATE/COUNTY-  LA/TENSAS
 BW0546  USGS QUAD   -  ST JOSEPH (1986)
 BW0546
 BW0546                         *CURRENT SURVEY CONTROL
 BW0546  ___________________________________________________________________
 BW0546* NAD 83(1992)-  31 54 51.43693(N)    091 14 12.09726(W)     ADJUSTED  
 BW0546* NAVD 88     -        22.02   (+/-2cm)      72.2    (feet)  VERTCON   
 BW0546  ___________________________________________________________________
 BW0546  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BW0546  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0546
 BW0546  HORZ ORDER  -  SECOND
 BW0546  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0546
 BW0546.The horizontal coordinates were established by classical geodetic methods
 BW0546.and adjusted by the National Geodetic Survey in May 1994..
 BW0546
 BW0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0546.The vertical order pertains to the NGVD 29 superseded value.
 BW0546
 BW0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0546
 BW0546.The geoid height was determined by GEOID03.
 BW0546
 BW0546;                    North         East     Units Scale Factor Converg.
 BW0546;SPC LA N     -   157,505.334 1,119,471.806   MT  0.99991474   +0 40 04.5
 BW0546;SPC LA N     -   516,748.75  3,672,800.42   sFT  0.99991474   +0 40 04.5
 BW0546;SPC MS W     -   268,001.595   614,562.027   MT  1.00003999   -0 28 39.3
 BW0546;SPC MS W     -   879,268.57  2,016,275.58   sFT  1.00003999   -0 28 39.3
 BW0546;UTM  15      - 3,532,291.721   666,720.156   MT  0.99994280   +0 55 56.6
 BW0546
 BW0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0546!SPC LA N     -   1.00000066  x   0.99991474  =   0.99991540
 BW0546!SPC MS W     -   1.00000066  x   1.00003999  =   1.00004065
 BW0546!UTM  15      -   1.00000066  x   0.99994280  =   0.99994346
 BW0546
 BW0546                          SUPERSEDED SURVEY CONTROL
 BW0546
 BW0546  NAD 83(1992)-  31 54 51.44827(N)    091 14 12.09323(W) AD(       ) 2
 BW0546  NAD 83(1986)-  31 54 51.44946(N)    091 14 12.09368(W) AD(       ) 2
 BW0546  NAD 27      -  31 54 50.87506(N)    091 14 11.68994(W) AD(       ) 2
 BW0546  NGVD 29 (??/??/92)   22.030  (m)           72.28   (f) ADJ UNCH    1 2
 BW0546
 BW0546.Superseded values are not recommended for survey control.
 BW0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0546.See file dsdata.txt to determine how the superseded data were derived.
 BW0546
 BW0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6672032292(NAD 83)
 BW0546_MARKER: DD = SURVEY DISK
 BW0546_SETTING: 0 = UNSPECIFIED SETTING
 BW0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0546
 BW0546  HISTORY     - Date     Condition        Report By
 BW0546  HISTORY     - 1929     MONUMENTED       MRC
 BW0546  HISTORY     - 1974     GOOD             LADTD
 BW0546
 BW0546                          STATION DESCRIPTION
 BW0546
 BW0546'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 BW0546'IN COURTHOUSE YARD AT ST. JOSEPH, NEAR E PROJECTING CORNER OF
 BW0546'BUILDING, 6.06 METERS (19.9 FEET) FROM NE CORNER OF PROJECTION,
 BW0546'6.15 METERS (20.2 FEET) FROM SE CORNER OF BUILDING, ABOUT 245
 BW0546'METERS (804 FEET) BACK OF LEVEE, 15.30 METERS (50.2 FEET) W OF
 BW0546'W EDGE OF SIDEWALK, AND 21.81 METERS (71.6 FEET) N OF CANNON
 BW0546'BALL ON N SIDE OF SIDEWALK AT ENTRANCE OF COURTHOUSE.
 BW0546'
 BW0546'STATION MARK IS 1 1/2-INCH HOLE IN CENTER OF TOP OF MARBLE POST
 BW0546'ABOUT 3 INCHES BELOW GROUND.  POST BEARS INSCRIPTION U.S.B.M.
 BW0546'1881.
 BW0546'
 BW0546'P.B.M. ST. JOSEPH (M.R.C.) IS 179.0 METERS (587 FEET) FROM
 BW0546'STATION S 56 DEG 57 MIN E.
 BW0546'
 BW0546'STATION JOSEPH IS 173.47 METERS (569.1 FEET) FROM STATION
 BW0546'S 66 DEG 12 MIN E.
 BW0546
 BW0546                          STATION RECOVERY (1974)
 BW0546
 BW0546'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 BW0546'IN ST JOSEPH.
 BW0546'AT ST. JOSEPH, TENSAS PARISH, ON COURTHOUSE SQUARE.  IT IS NEAR THE
 BW0546'EAST PROJECTING CORNER OF THE COURTHOUSE BUILDING, 20.4 FEET NORTHEAST
 BW0546'OF THE SOUTHEAST CORNER OF THE PROJECTION, 20.1 FEET SOUTHEAST OF THE
 BW0546'NORTHEAST CORNER OF THE PROJECTION, 26.1 FEET SOUTHWEST OF AN 18-INCH
 BW0546'LIVE OAK, 73.2 FEET NORTHWEST OF THE CENTERLINE OF 2ND STREET, AND
 BW0546'110.0 FEET SOUTHWEST OF THE CENTERLINE OF HANCOCK STREET. A MARBLE
 BW0546'POST SET 10 INCHES UNDERGROUND.  SEC 16, T 11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1569 ***********************************************************************
 BW1569  DESIGNATION -  COURTHOUSE
 BW1569  PID         -  BW1569
 BW1569  STATE/COUNTY-  LA/CATAHOULA
 BW1569  USGS QUAD   -  HARRISONBURG (1984)
 BW1569
 BW1569                         *CURRENT SURVEY CONTROL
 BW1569  ___________________________________________________________________
 BW1569* NAD 83(1986)-  31 46 18.     (N)    091 49 13.     (W)     SCALED    
 BW1569* NAVD 88     -        22.82   (+/-2cm)      74.9    (feet)  VERTCON   
 BW1569  ___________________________________________________________________
 BW1569  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BW1569
 BW1569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1569
 BW1569.The horizontal coordinates were scaled from a topographic map and have
 BW1569.an estimated accuracy of +/- 6 seconds.
 BW1569
 BW1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1569.The vertical order pertains to the NGVD 29 superseded value.
 BW1569
 BW1569.The geoid height was determined by GEOID03.
 BW1569
 BW1569;                    North         East    Units  Estimated Accuracy
 BW1569;SPC LA N     -   141,200.    1,064,380.      MT  (+/- 180 meters Scaled)
 BW1569
 BW1569                          SUPERSEDED SURVEY CONTROL
 BW1569
 BW1569  NGVD 29 (??/??/92)   22.825  (m)           74.89   (f) ADJ UNCH    2 0
 BW1569
 BW1569.Superseded values are not recommended for survey control.
 BW1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1569.See file dsdata.txt to determine how the superseded data were derived.
 BW1569
 BW1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR117157(NAD 83)
 BW1569_MARKER: Z = SEE DESCRIPTION
 BW1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1569_SP_SET: WALL
 BW1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1569
 BW1569  HISTORY     - Date     Condition        Report By
 BW1569  HISTORY     - UNK      MONUMENTED       DOD
 BW1569  HISTORY     - 1934     GOOD             DOD
 BW1569
 BW1569                          STATION DESCRIPTION
 BW1569
 BW1569'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1569'IN HARRISONBURG.
 BW1569'B.M. IS A 1/2 INCH BRASS ROD SET IN NORTH WALL OF COURTHOUSE IN
 BW1569'HARRISONBURG, LA.  CATAHOULA PARISH.  1 FOOT FROM NORTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1538 ***********************************************************************
 CQ1538  DESIGNATION -  COUSHATTA
 CQ1538  PID         -  CQ1538
 CQ1538  STATE/COUNTY-  LA/RED RIVER
 CQ1538  USGS QUAD   -  COUSHATTA (1979)
 CQ1538
 CQ1538                         *CURRENT SURVEY CONTROL
 CQ1538  ___________________________________________________________________
 CQ1538* NAD 83(1992)-  32 00 39.69400(N)    093 21 04.78043(W)     ADJUSTED  
 CQ1538* NAVD 88     -        42.04   (+/-2cm)     137.9    (feet)  VERTCON   
 CQ1538  ___________________________________________________________________
 CQ1538  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CQ1538  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1538
 CQ1538  HORZ ORDER  -  FIRST
 CQ1538  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1538
 CQ1538.The horizontal coordinates were established by classical geodetic methods
 CQ1538.and adjusted by the National Geodetic Survey in January 1993..
 CQ1538
 CQ1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1538.The vertical order pertains to the NGVD 29 superseded value.
 CQ1538
 CQ1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1538
 CQ1538.The geoid height was determined by GEOID03.
 CQ1538
 CQ1538;                    North         East     Units Scale Factor Converg.
 CQ1538;SPC LA N     -   167,850.881   919,572.559   MT  0.99991606   -0 27 00.4
 CQ1538;SPC LA N     -   550,690.77  3,016,964.30   sFT  0.99991606   -0 27 00.4
 CQ1538;UTM  15      - 3,541,711.781   466,819.082   MT  0.99961358   -0 11 10.4
 CQ1538
 CQ1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1538!SPC LA N     -   0.99999747  x   0.99991606  =   0.99991353
 CQ1538!UTM  15      -   0.99999747  x   0.99961358  =   0.99961105
 CQ1538
 CQ1538:                Primary Azimuth Mark                     Grid Az
 CQ1538:SPC LA N     -  COUSHATTA MUNICIPAL TANK                 048 09 50.5
 CQ1538:UTM  15      -  COUSHATTA MUNICIPAL TANK                 047 54 00.5
 CQ1538
 CQ1538|---------------------------------------------------------------------|
 CQ1538| PID    Reference Object                     Distance      Geod. Az  |
 CQ1538|                                                           dddmmss.s |
 CQ1538| CQ3105 COUSHATTA MUNICIPAL TANK            APPROX. 0.9 KM 0474250.1 |
 CQ1538| CS7258 COUSHATTA RM 4                       30.530 METERS 06718     |
 CQ1538| CQ1537 COUSHATTA RM 2                       30.453 METERS 06739     |
 CQ1538| CQ3104 58                                   42.134 METERS 09842     |
 CQ1538| CQ3106 57                                  123.294 METERS 18446     |
 CQ1538| CQ3107 COUSHATTA RM 3                       25.161 METERS 20732     |
 CQ1538| CX5632 COUSHATTA AZ MK                                    2800909.1 |
 CQ1538| CQ1531 X 261                                              2861951.9 |
 CQ1538|---------------------------------------------------------------------|
 CQ1538
 CQ1538                          SUPERSEDED SURVEY CONTROL
 CQ1538
 CQ1538  NAD 83(1986)-  32 00 39.70766(N)    093 21 04.77447(W) AD(       ) 1
 CQ1538  NAD 27      -  32 00 39.12900(N)    093 21 04.15000(W) AD(       ) 1
 CQ1538  NGVD 29 (??/??/??)   42.098  (m)          138.12   (f) ADJUSTED    1 1
 CQ1538
 CQ1538.Superseded values are not recommended for survey control.
 CQ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1538.See file dsdata.txt to determine how the superseded data were derived.
 CQ1538
 CQ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6681941712(NAD 83)
 CQ1538_MARKER: DS = TRIANGULATION STATION DISK
 CQ1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1538_STAMPING: COUSHATTA 1941
 CQ1538_MARK LOGO: CGS   
 CQ1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1538+STABILITY: SURFACE MOTION
 CQ1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1538+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1981
 CQ1538
 CQ1538  HISTORY     - Date     Condition        Report By
 CQ1538  HISTORY     - 1941     MONUMENTED       CGS
 CQ1538  HISTORY     - 1962     GOOD             CGS
 CQ1538  HISTORY     - 1969     GOOD             CGS
 CQ1538  HISTORY     - 1969     GOOD             CGS
 CQ1538  HISTORY     - 1969     GOOD             CGS
 CQ1538  HISTORY     - 1974     GOOD             USGS
 CQ1538  HISTORY     - 1981     GOOD             LADTD
 CQ1538  HISTORY     - 19810601 GOOD             NGS
 CQ1538
 CQ1538                          STATION DESCRIPTION
 CQ1538
 CQ1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ1538'STATION IS IN THE SW PART OF THE TOWN OF COUSHATTA, ON THE
 CQ1538'W BANK OF THE RED RIVER, 90 YARDS W OF CHERRY STREET, 75
 CQ1538'FEET S OF THE CENTER LINE OF HOGAN ALLEY IN THE NW CORNER
 CQ1538'OF A PASTURE LOT ADJACENT TO THE HOME OF C.T. BROWN.  IT IS
 CQ1538'72 FEET W OF THE NW CORNER OF THE HOUSE, AND 25 FEET W OF
 CQ1538'YARD FENCE.  IT IS STAMPED COUSHATTA 1941 AND IS FLUSH WITH
 CQ1538'THE SURFACE OF THE GROUND.
 CQ1538'
 CQ1538'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND THE AZIMUTH
 CQ1538'MARK ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CQ1538'
 CQ1538'P.B.M. NO. 58 (U.S.C.E.) IS USED FOR REFERENCE MARK NO. 1
 CQ1538'AND IS ON THE OPPOSITE SIDE OF THE BROWN HOUSE FROM THE STATION,
 CQ1538'30 FEET S OF THE CENTER LINE OF HOGAN ALLEY, 38 FEET E OF THE
 CQ1538'NE CORNER OF THE HOUSE.  IT IS A 6-INCH CAP SET ON A 5-INCH
 CQ1538'CAST IRON PIPE WHICH IS EMBEDDED IN THE GROUND WITH THE
 CQ1538'LETTERS USE BM AND A ROUND CENTER ON THE TOP OF THE CAP.
 CQ1538'IT PROJECTS 7 INCHES.
 CQ1538'
 CQ1538'REFERENCE MARK NO. 2 IS 57 FEET N OF THE HOUSE, 20 FEET N
 CQ1538'OF THE CENTER LINE OF HOGAN ALLEY AND 6 INCHES S OF RIGHT-OF-WAY
 CQ1538'FENCE.  IT IS STAMPED COUSHATTA NO. 2 1941 AND PROJECTS 4
 CQ1538'INCHES.
 CQ1538'
 CQ1538'AZIMUTH MARK IS ACROSS THE RED RIVER FROM THE STATION, ABOUT
 CQ1538'75 YARDS S OF U.S. HIGHWAY 84, 28 FEET S OF THE CENTER LINE
 CQ1538'OF ROAD, 13 FEET S OF SW CORNER OF A BARN.  IT IS STAMPED
 CQ1538'COUSHATTA 1941 AND PROJECTS 6 INCHES.
 CQ1538'
 CQ1538'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CQ1538
 CQ1538                          STATION RECOVERY (1962)
 CQ1538
 CQ1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FBP)
 CQ1538'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED.
 CQ1538'
 CQ1538'THE AZIMUTH MARK HAS BEEN DESTROYED.  IT WAS FOUND LAYING
 CQ1538'ON IT SIDE ABOUT 30 FEET FROM POSITION.
 CQ1538
 CQ1538                          STATION RECOVERY (1969)
 CQ1538
 CQ1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ1538'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CQ1538'FOUND IN GOOD CONDITION, HOWEVER A SLIGHT DISCREPANCY WAS FOUND
 CQ1538'TO BOTH REFERENCE MARKS IN THE DISTANCES.  A NEW REFERENCE MARK 3
 CQ1538'AND AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 CQ1538'FOLLOWS.
 CQ1538'
 CQ1538'THE STATION IS ABOUT 3-1/4 MILES NORTH OF HANNA, 2-3/4 MILES
 CQ1538'SOUTH OF EDGEWOOD AND 2 MILES EAST OF ARMISTEAD.  IT IS ON THE
 CQ1538'PROPERTY OWNED BY MRS. LOLA LE GRANDE WHO LIVED IN THE HOUSE
 CQ1538'MENTIONED IN THE 1941 DESCRIPTION BUT SINCE THEN HAS BURNED DOWN.
 CQ1538'
 CQ1538'TO REACH THE STATION FROM THE POST OFFICE IN COUSHATTA, GO
 CQ1538'SOUTHWEST ON A PAVED STREET FOR 0.1 MILE TO A REVERSE Y-FORK,
 CQ1538'BEAR RIGHT AND GO WEST ON U.S. HIGHWAY 84 FOR 0.25 MILE TO A SIDE
 CQ1538'ROAD LEFT AT A TRAFFIC SIGNAL.  (TO REACH THE AZIMUTH MARK FROM
 CQ1538'THIS POINT CONTINUE WESTERLY ACROSS A BRIDGE OVER THE RED RIVER
 CQ1538'TO THE EXTREME WEST END OF THE BRIDGE 0.45 MILE TO THE MARK ON
 CQ1538'THE LEFT ABOUT 4 FEET LOWER THAN THE ROAD SURFACE.) TURN LEFT
 CQ1538'AND GO SOUTH FOR 0.05 MILE TO A FORK, BEAR RIGHT CONTINUING
 CQ1538'SOUTH FOR 0.15 MILE TO AN ALLEY ON THE RIGHT AND AND A DIM
 CQ1538'ALLEY ON THE LEFT, TURN RIGHT AND GO WEST DOWN THE ALLEY FOR
 CQ1538'0.1 MILE TO THE STATION ON THE LEFT IN A GRASSY LOT.
 CQ1538'
 CQ1538'THE STATION MARK IS A STANDARD DISK, STAMPED COUSHATTA 1941, SET
 CQ1538'IN THE TOP OF A 14-INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH
 CQ1538'THE SURFACE OF THE GROUND.  IT IS 67 FEET SOUTHWEST OF A 36 INCH
 CQ1538'OAK TREE WITH A DOUBLE TRUNK, 46 FEET SOUTH OF THE APPROXIMATE
 CQ1538'CENTER OF A DIRT ROAD, 11.3 FEET EAST OF A METAL WITNESS POST AND
 CQ1538'7 FEET WEST OF A 34-INCH MAPLE TREE.
 CQ1538'
 CQ1538'REFERENCE MARK 1 IS A CAST PIPE WITH A CAP ON TOP (WHICH IS
 CQ1538'LOOSE) THAT IS 6 INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE
 CQ1538'THE GROUND AND HAS U.S.E. BM AND A ROUND CENTER ON ITS TOP.  IT
 CQ1538'IS 22.5 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 65 FEET
 CQ1538'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE AND
 CQ1538'12.5 FEET SOUTH-SOUTHEAST OF A LIGHTPOLE.
 CQ1538'
 CQ1538'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COUSHATTA NO 2
 CQ1538'1941, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT
 CQ1538'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 47 FEET EAST OF A 36-INCH
 CQ1538'OAK TREE, 22 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 1 FOOT
 CQ1538'SOUTH OF A WIRE FENCE.
 CQ1538'
 CQ1538'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED COUSHATTA NO 3 1941,
 CQ1538'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT IS
 CQ1538'FLUSH WITH THE GROUND.  IT IS 80 FEET SOUTH-SOUTHWEST OF A METAL
 CQ1538'WITNESS POST, 53.5 FEET WEST OF A 30-INCH WALNUT TREE AND 18
 CQ1538'FEET EAST OF THE APPROXIMATE EDGE OF THE RIVER BANK.
 CQ1538'
 CQ1538'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED X 261
 CQ1538'1969, SET IN A DRILL HOLE IN THE BRIDGE ABUTMENT ON THE WEST
 CQ1538'END OF THE BRIDGE OVER THE RED RIVER AND IS FLUSH WITH THE
 CQ1538'CONCRETE.  IT IS 16 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ1538'U.S. HIGHWAY 84, 0.7 FEET NORTH-NORTHWEST OF THE SOUTH END OF
 CQ1538'THE WEST ABUTMENT AND IS ABOUT 4 FEET BELOW THE BRIDGE FLOOR.
 CQ1538'
 CQ1538'HEIGHT OF LIGHT ABOVE STATION MARK 4.69 FEET.
 CQ1538'
 CQ1538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ1538'IN SOUTHWEST COUSHATTA.
 CQ1538
 CQ1538                          STATION RECOVERY (1969)
 CQ1538
 CQ1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 CQ1538'THE STATION MARK, STAMPED COUSHATTA 1941, IS ABOUT 0.5 MILE WEST
 CQ1538'ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN RAILWAY STATION
 CQ1538'AT COUSHATTA, THENCE 0.2 MILE SOUTH LONG CHERRY STREET, IN SECTION
 CQ1538'38, 12 N, R 10 W, 273 FEET WEST OF THE CENTER LINE OF THE STREET, 86
 CQ1538'FEET NORTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 66 FEET
 CQ1538'SOUTH OF A FORKED OAK TREE, 42-1/2 FEET NORTHWEST OF A 12-INCH
 CQ1538'PECAN TREE, 24 YARDS NORTHEAST OF THE EAST BANK OF THE RED RIVER,
 CQ1538'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 CQ1538'SURFACE OF THE GROUND.
 CQ1538'
 CQ1538'PBM 58 (USE) IS USED AS RM 1 AND IS 138.19 FEET EAST OF THE STATION
 CQ1538'MARK, 133-1/2 FEET WEST OF THE CENTERLINE OF THE STREET, 39 FEET
 CQ1538'EAST OF A 36-INCH SYCAMORE TREE, 11-1/2 FEET SOUTH OF A POLE WHICH
 CQ1538'BEARS A STREET LIGHT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET,
 CQ1538'A U.S. ENGINEERS CAP ON THE TOP OF A 5-INCH IRON PIPE WHICH
 CQ1538'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1538'
 CQ1538'RM 2, STAMPED COUSHATTA NO 2 1941, IS 99.97 FEET NORTHEAST OF THE
 CQ1538'STATION MARK, 203 FEET WEST OF THE CENTER LINE OF THE STREET, 65
 CQ1538'FEET NORTH OF THE NORTH WALL OF A FRAME HOUSE, 46-1/2 FEET EAST OF
 CQ1538'A FORKED OAK TREE, 1 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A
 CQ1538'CONCRETE POST WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE
 CQ1538'GROUND.
 CQ1538'
 CQ1538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE WEST.
 CQ1538
 CQ1538                          STATION RECOVERY (1969)
 CQ1538
 CQ1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1538'0.7 MI W FROM COUSHATTA.
 CQ1538'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1538'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 0.2 MILE SOUTH ALONG
 CQ1538'CHERRY STREET, IN SECTION 38, T 12 N, R 10 W, 273 FEET WEST OF THE
 CQ1538'CENTER LINE OF THE STREET, 86 FEET NORTHWEST OF THE SOUTHWEST CORNER
 CQ1538'OF A FRAME HOUSE, 66 FEET SOUTH OF A FORKED OAK TREE, 42 1/2 FEET
 CQ1538'NORTHWEST OF A 12-INCH PECAN TREE, 24 YARDS NORTHEAST OF THE EAST BANK
 CQ1538'OF THE RED RIVER, 99.97 FEET SOUTHWEST OF COUSHATTA RM 2, 138.19 FEET
 CQ1538'WEST OF PBM 58 (USE), AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 CQ1538'LEVEL WITH THE SURFACE OF THE GROUND.
 CQ1538
 CQ1538                          STATION RECOVERY (1974)
 CQ1538
 CQ1538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 CQ1538'THE STATION MK., REF. MK. 2, REF. MK. 3 AND PBM 58 (USCE)
 CQ1538'WERE FOUND IN GOOD CONDITION.  THE STATION IS ON THE EAST BANK
 CQ1538'OF THE RED RIVER, ABOUT 0.3 MI. S. OF THE E. END OF THE U.S.
 CQ1538'HWY. 84 BRIDGE, ON THE WEST LAWN OF A RESIDENCE AND ABOUT 30
 CQ1538'FT. E. OF THE EDGE OF THE SHARPLY ERODED BANK OF RIVER.
 CQ1538
 CQ1538                          STATION RECOVERY (1981)
 CQ1538
 CQ1538'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1538'RECOVERED IN GOOD CONDITION.
 CQ1538
 CQ1538                          STATION RECOVERY (1981)
 CQ1538
 CQ1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RJT)
 CQ1538'THE STATION MARK, REFERENCE MARK NO 2, REFERENCE MARK NO 3, PBM 58 AND
 CQ1538'X261 WERE FOUND TO BE IN GOOD CONDITION.  DUE TO CONSTRUCTION OF A
 CQ1538'PARKING AREA, RM 2 WILL BE DESTROYED.  A NEW RM WAS SET AT THIS TIME.
 CQ1538'THE PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.  THE LINE
 CQ1538'SIGHT FROM STATION TO X261 WAS BLOCKED.
 CQ1538' 
 CQ1538'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--COUSHATTA 1941 NO
 CQ1538'4 1981--, SET INTO A CONCRETE MONUMENT 12 INCHES OR 30.5 CM IN
 CQ1538'DIAMETER FLUSH WITH GROUND LOCATED 46.0 FT (14.02 M) W FROM A 40 INCH
 CQ1538'ASH TREE, 17.0 FT (5.18 M) E FROM A GAS METER, 38.0 FT (11.6 M) N FROM
 CQ1538'A 40 INCH MAPLE TREE, AND 46.0 FT (14.0 M) E FROM A 48 INCH FORKED
 CQ1538'LIVE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1543 ***********************************************************************
 CQ1543  DESIGNATION -  COUSHATTA 1 BOLT
 CQ1543  PID         -  CQ1543
 CQ1543  STATE/COUNTY-  LA/RED RIVER
 CQ1543  USGS QUAD   -  COUSHATTA (1979)
 CQ1543
 CQ1543                         *CURRENT SURVEY CONTROL
 CQ1543  ___________________________________________________________________
 CQ1543* NAD 83(1986)-  32 01 07.     (N)    093 20 39.     (W)     SCALED    
 CQ1543* NAVD 88     -        42.78   (+/-2cm)     140.4    (feet)  VERTCON   
 CQ1543  ___________________________________________________________________
 CQ1543  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1543
 CQ1543  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1543
 CQ1543.The horizontal coordinates were scaled from a topographic map and have
 CQ1543.an estimated accuracy of +/- 6 seconds.
 CQ1543
 CQ1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1543.The vertical order pertains to the NGVD 29 superseded value.
 CQ1543
 CQ1543.The geoid height was determined by GEOID03.
 CQ1543
 CQ1543;                    North         East    Units  Estimated Accuracy
 CQ1543;SPC LA N     -   168,690.      920,260.      MT  (+/- 180 meters Scaled)
 CQ1543
 CQ1543                          SUPERSEDED SURVEY CONTROL
 CQ1543
 CQ1543  NGVD 29 (??/??/??)   42.836  (m)          140.54   (f) ADJUSTED    1 1
 CQ1543
 CQ1543.Superseded values are not recommended for survey control.
 CQ1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1543.See file dsdata.txt to determine how the superseded data were derived.
 CQ1543
 CQ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR674425(NAD 83)
 CQ1543_MARKER: B = BOLT
 CQ1543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1543_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1543
 CQ1543  HISTORY     - Date     Condition        Report By
 CQ1543  HISTORY     - UNK      MONUMENTED       DOD
 CQ1543  HISTORY     - 1969     GOOD             CGS
 CQ1543
 CQ1543                          STATION DESCRIPTION
 CQ1543
 CQ1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1543'IN COUSHATTA.
 CQ1543'AT COUSHATTA, 10 1/2 RAILS NORTHWEST OF THE KANSAS CITY SOUTHERN
 CQ1543'RAILWAY STATION, 31 1/2 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 CQ1543'OF THE RAILROAD AND U.S. HIGHWAY 84, 7 1/2 FEET SOUTHWEST OF THE
 CQ1543'SOUTHWEST RAIL OF THE MAIN TRACK, 48 1/2 FEET NORTH OF THE EAST CORNER
 CQ1543'OF THE WISE HARDWARE STORE, 9 FEET NORTHEAST OF TELEPHONE POLE NUMBER
 CQ1543'9660, A COPPER BOLT IN THE TOP OF A STONE ABOUT 3 FEET BELOW THE
 CQ1543'SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 CQ1543'PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 13, T
 CQ1543'12N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1542 ***********************************************************************
 CQ1542  DESIGNATION -  COUSHATTA 1 CAP
 CQ1542  PID         -  CQ1542
 CQ1542  STATE/COUNTY-  LA/RED RIVER
 CQ1542  USGS QUAD   -  COUSHATTA (1979)
 CQ1542
 CQ1542                         *CURRENT SURVEY CONTROL
 CQ1542  ___________________________________________________________________
 CQ1542* NAD 83(1986)-  32 01 07.     (N)    093 20 39.     (W)     SCALED    
 CQ1542* NAVD 88     -        44.01   (+/-2cm)     144.4    (feet)  VERTCON   
 CQ1542  ___________________________________________________________________
 CQ1542  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1542
 CQ1542  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1542
 CQ1542.The horizontal coordinates were scaled from a topographic map and have
 CQ1542.an estimated accuracy of +/- 6 seconds.
 CQ1542
 CQ1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1542.The vertical order pertains to the NGVD 29 superseded value.
 CQ1542
 CQ1542.The geoid height was determined by GEOID03.
 CQ1542
 CQ1542;                    North         East    Units  Estimated Accuracy
 CQ1542;SPC LA N     -   168,690.      920,260.      MT  (+/- 180 meters Scaled)
 CQ1542
 CQ1542                          SUPERSEDED SURVEY CONTROL
 CQ1542
 CQ1542  NGVD 29 (??/??/??)   44.063  (m)          144.56   (f) ADJUSTED    1 1
 CQ1542
 CQ1542.Superseded values are not recommended for survey control.
 CQ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1542.See file dsdata.txt to determine how the superseded data were derived.
 CQ1542
 CQ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR674425(NAD 83)
 CQ1542_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1542+STABILITY: SURFACE MOTION
 CQ1542
 CQ1542  HISTORY     - Date     Condition        Report By
 CQ1542  HISTORY     - UNK      MONUMENTED       DOD
 CQ1542  HISTORY     - 1969     GOOD             CGS
 CQ1542
 CQ1542                          STATION DESCRIPTION
 CQ1542
 CQ1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1542'IN COUSHATTA.
 CQ1542'AT COUSHATTA, 10 1/2 RAILS NORTHWEST OF THE KANSAS CITY SOUTHERN
 CQ1542'RAILWAY STATION, 31 1/2 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 CQ1542'OF THE RAILROAD AND U.S. HIGHWAY 84, 7 1/2 FEET SOUTHWEST OF THE
 CQ1542'SOUTHWEST RAIL OF THE MAIN TRACK, 48 1/2 FEET NORTH OF THE EAST CORNER
 CQ1542'OF THE WISE HARDWARE STORE, 9 FEET NORTHEAST OF TELEPHONE POLE NUMBER
 CQ1542'9660.  A 3-INCH IRON PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF
 CQ1542'THE GROUND.  SEC 13, T 12N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1547 ***********************************************************************
 CQ1547  DESIGNATION -  COUSHATTA 2 BOLT
 CQ1547  PID         -  CQ1547
 CQ1547  STATE/COUNTY-  LA/RED RIVER
 CQ1547  USGS QUAD   -  COUSHATTA (1979)
 CQ1547
 CQ1547                         *CURRENT SURVEY CONTROL
 CQ1547  ___________________________________________________________________
 CQ1547* NAD 83(1986)-  32 00 53.     (N)    093 20 31.     (W)     SCALED    
 CQ1547* NAVD 88     -        42.99   (+/-2cm)     141.0    (feet)  VERTCON   
 CQ1547  ___________________________________________________________________
 CQ1547  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1547
 CQ1547  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1547
 CQ1547.The horizontal coordinates were scaled from a topographic map and have
 CQ1547.an estimated accuracy of +/- 6 seconds.
 CQ1547
 CQ1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1547.The vertical order pertains to the NGVD 29 superseded value.
 CQ1547
 CQ1547.The geoid height was determined by GEOID03.
 CQ1547
 CQ1547;                    North         East    Units  Estimated Accuracy
 CQ1547;SPC LA N     -   168,250.      920,460.      MT  (+/- 180 meters Scaled)
 CQ1547
 CQ1547                          SUPERSEDED SURVEY CONTROL
 CQ1547
 CQ1547  NGVD 29 (??/??/??)   43.050  (m)          141.24   (f) ADJUSTED    1 1
 CQ1547
 CQ1547.Superseded values are not recommended for survey control.
 CQ1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1547.See file dsdata.txt to determine how the superseded data were derived.
 CQ1547
 CQ1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR677421(NAD 83)
 CQ1547_MARKER: B = BOLT
 CQ1547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1547_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1547
 CQ1547  HISTORY     - Date     Condition        Report By
 CQ1547  HISTORY     - UNK      MONUMENTED       DOD
 CQ1547  HISTORY     - 1969     GOOD             CGS
 CQ1547
 CQ1547                          STATION DESCRIPTION
 CQ1547
 CQ1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1547'0.2 MI SE FROM COUSHATTA.
 CQ1547'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 CQ1547'THE STATION AT COUSHATTA, 165 FEET EAST OF THE EAST CORNER OF THE
 CQ1547'FIRST UNITED METHODIST CHURCH, 34 FEET NORTHWEST OF THE CENTER LINE OF
 CQ1547'U.S. HIGHWAY 84, 14 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CQ1547'MAIN TRACK, 9 1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE
 CQ1547'SIDEWALK, 6 1/2 FEET NORTHWEST OF A TELEPHONE POLE, A COPPER BOLT IN
 CQ1547'THE TOP OF A STONE ABOUT 4 FEET BELOW THE SURFACE OF THE GROUND,
 CQ1547'ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH IS 5 INCHES
 CQ1547'BELOW THE SURFACE OF THE GROUND.  SEC 38, T 12N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1546 ***********************************************************************
 CQ1546  DESIGNATION -  COUSHATTA 2 CAP
 CQ1546  PID         -  CQ1546
 CQ1546  STATE/COUNTY-  LA/RED RIVER
 CQ1546  USGS QUAD   -  COUSHATTA (1979)
 CQ1546
 CQ1546                         *CURRENT SURVEY CONTROL
 CQ1546  ___________________________________________________________________
 CQ1546* NAD 83(1986)-  32 00 53.     (N)    093 20 31.     (W)     SCALED    
 CQ1546* NAVD 88     -        44.22   (+/-2cm)     145.1    (feet)  VERTCON   
 CQ1546  ___________________________________________________________________
 CQ1546  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1546
 CQ1546  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1546
 CQ1546.The horizontal coordinates were scaled from a topographic map and have
 CQ1546.an estimated accuracy of +/- 6 seconds.
 CQ1546
 CQ1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1546.The vertical order pertains to the NGVD 29 superseded value.
 CQ1546
 CQ1546.The geoid height was determined by GEOID03.
 CQ1546
 CQ1546;                    North         East    Units  Estimated Accuracy
 CQ1546;SPC LA N     -   168,250.      920,460.      MT  (+/- 180 meters Scaled)
 CQ1546
 CQ1546                          SUPERSEDED SURVEY CONTROL
 CQ1546
 CQ1546  NGVD 29 (??/??/??)   44.272  (m)          145.25   (f) ADJUSTED    1 1
 CQ1546
 CQ1546.Superseded values are not recommended for survey control.
 CQ1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1546.See file dsdata.txt to determine how the superseded data were derived.
 CQ1546
 CQ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR677421(NAD 83)
 CQ1546_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1546_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1546
 CQ1546  HISTORY     - Date     Condition        Report By
 CQ1546  HISTORY     - UNK      MONUMENTED       DOD
 CQ1546  HISTORY     - 1969     GOOD             CGS
 CQ1546
 CQ1546                          STATION DESCRIPTION
 CQ1546
 CQ1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1546'0.2 MI SE FROM COUSHATTA.
 CQ1546'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 CQ1546'THE STATION AT COUSHATTA, 165 FEET EAST OF THE EAST CORNER OF THE
 CQ1546'FIRST UNITED METHODIST CHURCH, 34 FEET NORTHWEST OF THE CENTER LINE OF
 CQ1546'U.S. HIGHWAY 84, 14 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CQ1546'MAIN TRACK, 9 1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE
 CQ1546'SIDEWALK, 6 1/2 FEET NORTHWEST OF A TELEPHONE POLE, A 3-INCH IRON PIPE
 CQ1546'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.  SEC 38, T 12N, R
 CQ1546'10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3105 ***********************************************************************
 CQ3105  DESIGNATION -  COUSHATTA MUNICIPAL TANK
 CQ3105  PID         -  CQ3105
 CQ3105  STATE/COUNTY-  LA/RED RIVER
 CQ3105  USGS QUAD   -  COUSHATTA (1979)
 CQ3105
 CQ3105                         *CURRENT SURVEY CONTROL
 CQ3105  ___________________________________________________________________
 CQ3105* NAD 83(1992)-  32 00 59.43007(N)    093 20 39.30986(W)     ADJUSTED  
 CQ3105* NAVD 88     -                                                        
 CQ3105  ___________________________________________________________________
 CQ3105  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CQ3105  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3105
 CQ3105  HORZ ORDER  -  THIRD
 CQ3105
 CQ3105.The horizontal coordinates were established by classical geodetic methods
 CQ3105.and adjusted by the National Geodetic Survey in January 1993..
 CQ3105
 CQ3105
 CQ3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3105
 CQ3105.The geoid height was determined by GEOID03.
 CQ3105
 CQ3105;                    North         East     Units Scale Factor Converg.
 CQ3105;SPC LA N     -   168,453.493   920,245.692   MT  0.99991622   -0 26 46.9
 CQ3105;SPC LA N     -   552,667.83  3,019,172.74   sFT  0.99991622   -0 26 46.9
 CQ3105;UTM  15      - 3,542,317.302   467,489.230   MT  0.99961303   -0 10 57.0
 CQ3105
 CQ3105                          SUPERSEDED SURVEY CONTROL
 CQ3105
 CQ3105  NAD 83(1986)-  32 00 59.44410(N)    093 20 39.30349(W) AD(       ) 4
 CQ3105  NAD 27      -  32 00 58.86600(N)    093 20 38.68000(W) AD(       ) 3
 CQ3105
 CQ3105.Superseded values are not recommended for survey control.
 CQ3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3105.See file dsdata.txt to determine how the superseded data were derived.
 CQ3105
 CQ3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6748942317(NAD 83)
 CQ3105_MARKER: 53 = ELEVATED TANK
 CQ3105
 CQ3105  HISTORY     - Date     Condition        Report By
 CQ3105  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ3105  HISTORY     - 1969     GOOD             CGS
 CQ3105
 CQ3105                          STATION DESCRIPTION
 CQ3105
 CQ3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3105'STATION IS IN THE S CENTRAL PART OF THE TOWN OF COUSHATTA,
 CQ3105'ABOUT 200 FEET SW OF THE INTERSECTION U.S. HIGHWAY 84 (MAIN
 CQ3105'STREET), AND ALONZO STREET.  THE TANK IS ABOUT 125 FEET
 CQ3105'HIGH, PAINTED ALUMINUM AND IS SUPPORTED BY A STEEL FRAMEWORK
 CQ3105'OF FOUR LEGS.
 CQ3105'
 CQ3105'THIS IS AN INTERSECTION STATION.
 CQ3105
 CQ3105                          STATION RECOVERY (1969)
 CQ3105
 CQ3105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3105'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1537 ***********************************************************************
 CQ1537  DESIGNATION -  COUSHATTA RM 2
 CQ1537  PID         -  CQ1537
 CQ1537  STATE/COUNTY-  LA/RED RIVER
 CQ1537  USGS QUAD   -  COUSHATTA (1979)
 CQ1537
 CQ1537                         *CURRENT SURVEY CONTROL
 CQ1537  ___________________________________________________________________
 CQ1537* NAD 83(1986)-  32 00 40.     (N)    093 21 05.     (W)     SCALED    
 CQ1537* NAVD 88     -        42.27   (+/-2cm)     138.7    (feet)  VERTCON   
 CQ1537  ___________________________________________________________________
 CQ1537  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1537
 CQ1537  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1537
 CQ1537.The horizontal coordinates were scaled from a topographic map and have
 CQ1537.an estimated accuracy of +/- 6 seconds.
 CQ1537
 CQ1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1537.The vertical order pertains to the NGVD 29 superseded value.
 CQ1537
 CQ1537.The geoid height was determined by GEOID03.
 CQ1537
 CQ1537;                    North         East    Units  Estimated Accuracy
 CQ1537;SPC LA N     -   167,860.      919,570.      MT  (+/- 180 meters Scaled)
 CQ1537
 CQ1537                          SUPERSEDED SURVEY CONTROL
 CQ1537
 CQ1537  NGVD 29 (??/??/??)   42.322  (m)          138.85   (f) ADJUSTED    1 1
 CQ1537
 CQ1537.Superseded values are not recommended for survey control.
 CQ1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1537.See file dsdata.txt to determine how the superseded data were derived.
 CQ1537
 CQ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR668417(NAD 83)
 CQ1537_MARKER: DR = REFERENCE MARK DISK
 CQ1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1537_STAMPING: COUSHATTA NO 2 1941
 CQ1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1537+STABILITY: SURFACE MOTION
 CQ1537
 CQ1537  HISTORY     - Date     Condition        Report By
 CQ1537  HISTORY     - 1941     MONUMENTED       CGS
 CQ1537  HISTORY     - 1969     GOOD             CGS
 CQ1537
 CQ1537                          STATION DESCRIPTION
 CQ1537
 CQ1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1537'0.7 MI W FROM COUSHATTA.
 CQ1537'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1537'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 0.2 MILE SOUTH ALONG
 CQ1537'CHERRY STREET, IN SECTION 38, T 12 N, R 10 W, 203 FEET WEST OF THE
 CQ1537'CENTER LINE OF THE STREET, 65 FEET NORTH OF THE NORTH WALL OF A FRAME
 CQ1537'HOUSE, 46 1/2 FEET EAST OF A FORKED OAK TREE, 1 FOOT SOUTH OF A FENCE,
 CQ1537'99.97 FEET NORTHEAST OF TRIANGULATION STATION COUSHATTA 1941, AND SET
 CQ1537'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 12 INCHES ABOVE THE
 CQ1537'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3107 ***********************************************************************
 CQ3107  DESIGNATION -  COUSHATTA RM 3
 CQ3107  PID         -  CQ3107
 CQ3107  STATE/COUNTY-  LA/RED RIVER
 CQ3107  USGS QUAD   -  COUSHATTA (1979)
 CQ3107
 CQ3107                         *CURRENT SURVEY CONTROL
 CQ3107  ___________________________________________________________________
 CQ3107* NAD 83(1992)-  32 00 38.96962(N)    093 21 05.22351(W)     ADJUSTED  
 CQ3107* NAVD 88     -        42.02   (+/-2cm)     137.9    (feet)  VERTCON   
 CQ3107  ___________________________________________________________________
 CQ3107  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CQ3107  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3107
 CQ3107  HORZ ORDER  -  SECOND
 CQ3107  VERT ORDER  -  THIRD ? (See Below)
 CQ3107
 CQ3107.The horizontal coordinates were established by classical geodetic methods
 CQ3107.and adjusted by the National Geodetic Survey in January 1993..
 CQ3107
 CQ3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3107.The vertical order pertains to the NGVD 29 superseded value.
 CQ3107
 CQ3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3107
 CQ3107.The geoid height was determined by GEOID03.
 CQ3107
 CQ3107;                    North         East     Units Scale Factor Converg.
 CQ3107;SPC LA N     -   167,828.663   919,560.757   MT  0.99991606   -0 27 00.6
 CQ3107;SPC LA N     -   550,617.87  3,016,925.58   sFT  0.99991606   -0 27 00.6
 CQ3107;UTM  15      - 3,541,689.515   466,807.386   MT  0.99961359   -0 11 10.7
 CQ3107
 CQ3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3107!SPC LA N     -   0.99999747  x   0.99991606  =   0.99991353
 CQ3107!UTM  15      -   0.99999747  x   0.99961359  =   0.99961106
 CQ3107
 CQ3107|---------------------------------------------------------------------|
 CQ3107| PID    Reference Object                     Distance      Geod. Az  |
 CQ3107|                                                           dddmmss.s |
 CQ3107| CQ1538 COUSHATTA                            25.161 METERS 02732     |
 CQ3107| CQ3110 GREEN                               APPROX. 4.8 KM 2611433.0 |
 CQ3107|---------------------------------------------------------------------|
 CQ3107
 CQ3107                          SUPERSEDED SURVEY CONTROL
 CQ3107
 CQ3107  NAD 83(1986)-  32 00 38.98344(N)    093 21 05.21742(W) AD(       ) 2
 CQ3107  NAD 27      -  32 00 38.40466(N)    093 21 04.59300(W) AD(       ) 2
 CQ3107  NGVD 29 (07/19/86)   42.08   (m)          138.1    (f) LEVELING    3  
 CQ3107
 CQ3107.Superseded values are not recommended for survey control.
 CQ3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3107.See file dsdata.txt to determine how the superseded data were derived.
 CQ3107
 CQ3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6680741690(NAD 83)
 CQ3107_MARKER: DS = TRIANGULATION STATION DISK
 CQ3107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3107+STABILITY: SURFACE MOTION
 CQ3107
 CQ3107  HISTORY     - Date     Condition        Report By
 CQ3107  HISTORY     - 1969     MONUMENTED       CGS
 CQ3107
 CQ3107                          STATION DESCRIPTION
 CQ3107
 CQ3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3107'THE STATION IS ABOUT 3-1/4 MILES NORTH OF HANNA, 2-3/4 MILES
 CQ3107'SOUTH OF EDGEWOOD AND 2 MILES EAST OF ARMISTEAD.  IT IS ON THE
 CQ3107'PROPERTY OWNED BY MRS. LOLA LE GRANDE WHO LIVED IN THE HOUSE
 CQ3107'MENTIONED IN THE 1941 DESCRIPTION BUT SINCE THEN HAS BURNED DOWN.
 CQ3107'
 CQ3107'TO REACH THE STATION FROM THE POST OFFICE IN COUSHATTA, GO
 CQ3107'SOUTHWEST ON A PAVED STREET FOR 0.1 MILE TO A REVERSE Y-FORK,
 CQ3107'BEAR RIGHT AND GO WEST ON U.S. HIGHWAY 84 FOR 0.25 MILE TO A
 CQ3107'SIDE ROAD LEFT AT A TRAFFIC SIGNAL.  TURN LEFT AND GO SOUTH FOR
 CQ3107'0.05 MILE TO A FORK, BEAR RIGHT CONTINUING SOUTH FOR 0.15 MILE
 CQ3107'TO AN ALLEY ON THE RIGHT AND AND A DIM ALLEY ON THE LEFT, TURN
 CQ3107'RIGHT AND GO WEST DOWN THE ALLEY FOR 0.1 MILE TO THE STATION ON
 CQ3107'THE LEFT IN A GRASSY LOT.
 CQ3107'
 CQ3107'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED COUSHATTA NO 3 1941,
 CQ3107'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT IS
 CQ3107'FLUSH WITH THE GROUND.  IT IS 80 FEET SOUTH-SOUTHWEST OF A METAL
 CQ3107'WITNESS POST, 53.5 FEET WEST OF A 30-INCH WALNUT TREE AND 18
 CQ3107'FEET EAST OF THE APPROXIMATE EDGE OF THE RIVER BANK.
 CQ3107'
 CQ3107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3107'IN SOUTHWEST COUSHATTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2582 ***********************************************************************
 AU2582  DESIGNATION -  COVE 1933
 AU2582  PID         -  AU2582
 AU2582  STATE/COUNTY-  LA/IBERIA
 AU2582  USGS QUAD   -  BAYOU BLANC (1968)
 AU2582
 AU2582                         *CURRENT SURVEY CONTROL
 AU2582  ___________________________________________________________________
 AU2582* NAD 83(1992)-  29 30 09.75909(N)    091 51 41.13752(W)     ADJUSTED  
 AU2582* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2582  ___________________________________________________________________
 AU2582  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2582  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AU2582
 AU2582  HORZ ORDER  -  THIRD
 AU2582
 AU2582.The horizontal coordinates were established by classical geodetic methods
 AU2582.and adjusted by the National Geodetic Survey in January 1993..
 AU2582
 AU2582.The orthometric height was scaled from a topographic map.
 AU2582
 AU2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2582
 AU2582.The geoid height was determined by GEOID03.
 AU2582
 AU2582;                    North         East     Units Scale Factor Converg.
 AU2582;SPC LA S     -   111,264.165   948,796.135   MT  0.99996328   -0 15 50.6
 AU2582;SPC LA S     -   365,039.18  3,112,841.99   sFT  0.99996328   -0 15 50.6
 AU2582;UTM  15      - 3,264,223.809   610,359.854   MT  0.99975028   +0 33 38.7
 AU2582
 AU2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2582!SPC LA S     -   1.00000398  x   0.99996328  =   0.99996726
 AU2582!UTM  15      -   1.00000398  x   0.99975028  =   0.99975426
 AU2582
 AU2582                          SUPERSEDED SURVEY CONTROL
 AU2582
 AU2582  NAD 83(1986)-  29 30 09.78388(N)    091 51 41.13012(W) AD(       ) 3
 AU2582  NAD 27      -  29 30 09.00700(N)    091 51 40.69400(W) AD(       ) 3
 AU2582
 AU2582.Superseded values are not recommended for survey control.
 AU2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2582.See file dsdata.txt to determine how the superseded data were derived.
 AU2582
 AU2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1036064224(NAD 83)
 AU2582_MARKER: DS = TRIANGULATION STATION DISK
 AU2582_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2582_SP_SET: CLAY TILE ON PILE IN MARSH
 AU2582_STAMPING: COVE 1933
 AU2582_MARK LOGO: CGS   
 AU2582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AU2582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2582+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 AU2582
 AU2582  HISTORY     - Date     Condition        Report By
 AU2582  HISTORY     - 1933     MONUMENTED       CGS
 AU2582  HISTORY     - 1933     GOOD             CGS
 AU2582  HISTORY     - 1948     GOOD             CGS
 AU2582  HISTORY     - 1955     GOOD             CGS
 AU2582  HISTORY     - 1960     GOOD             CGS
 AU2582  HISTORY     - 19910201 SEE DESCRIPTION  NOS
 AU2582
 AU2582                          STATION DESCRIPTION
 AU2582
 AU2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2582'STATION IS ON S SHORE OF MARSH ISLAND, 8.5 MILES E OF CHENIER
 AU2582'LA CROIX, 3 MILES NW OF OYSTER BAYOU, IN A COVE 1.4 MILES
 AU2582'E OF THE W POINT OF THE COVE, AND ON FIRM GROUND 83 METERS
 AU2582'(270 FEET) INSHORE BEHIND A SCRUB GROWTH OF MESQUITE.  THERE
 AU2582'ARE NUMEROUS OYSTER REEFS IN FRONT OF THE STATION.
 AU2582'
 AU2582'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2582'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2582'MEANS OF CONCRETE TO THE UPPER AND OF A LONG WOODEN PILE
 AU2582'DRIVEN INTO THE MARSH.
 AU2582'
 AU2582'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2582'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE
 AU2582'TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 23.474
 AU2582'METERS (77.01 FEET) FROM THE STATION S 60 DEG E.
 AU2582'
 AU2582'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2582'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2582'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 22.210 METERS
 AU2582'(72.87 FEET) FROM THE STATION N 28 DEG E.
 AU2582
 AU2582                          STATION RECOVERY (1933)
 AU2582
 AU2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AU2582'RECOVERED IN GOOD CONDITION.
 AU2582
 AU2582                          STATION RECOVERY (1948)
 AU2582
 AU2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2582'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2582'ORIGINAL DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 AU2582'1.  DISTANCE TO MHWL IS NOW 46.0 METERS (139 FT.).  2.  R.M.
 AU2582'1 IS N 32 DEG E.  R.M. 2 IS S 60 DEG E.
 AU2582'THESE BEARINGS RE-CHECKED.
 AU2582'BELEIVE ORIGINAL DESCRIPTION TO BE IN ERROR.
 AU2582
 AU2582                          STATION RECOVERY (1955)
 AU2582
 AU2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2582'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2582'PREVIOUS DESCRIPTIONS ADEQUATE.
 AU2582
 AU2582                          STATION RECOVERY (1960)
 AU2582
 AU2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2582'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2582'CONDITION.  THE 1948 RECOVERY NOTE BY C.W.C. IS ADEQUATE.
 AU2582
 AU2582                          STATION RECOVERY (1991)
 AU2582
 AU2582'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AU2582'THE STATION IS LOCATED ON THE SOUTH SHORE OF MARSH ISLAND
 AU2582'APPROXIMATELY 13.68 KM (8.50 MI) EAST OF CHENIER LA CROIX, 4.83 KM
 AU2582'(3.00 MI) NORTHWEST OF OYSTER BAYOU, AND 4 KM (2.49 MI) NORTHWEST OF
 AU2582'MOUND POINT.
 AU2582'TO REACH THE STATION FROM THE BOAT RAMP AT CYPREMORT POINT,
 AU2582'PROCEED SOUTHWEST BY BOAT ACROSS VERMILION BAY AND THROUGH SOUTHWEST
 AU2582'PASS TO THE SOUTHWEST PASS LIGHT AND HORN NUMBER 5.  PROCEED
 AU2582'SOUTHEAST PARALLEL TO THE SHORELINE FOR APPROXIMATELY 11 NAUTICAL
 AU2582'MILES TO THE COVE SOUTH OF OYSTER LAKE.  EXTENSIVE OYSTER REEFS ARE
 AU2582'SOUTH OF THE STATION.
 AU2582'THE STATION IS A STANDARD USCGS BRONZE DISK SET INTO THE TOP OF A
 AU2582'CONCRETE-FILLED TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AU2582'TOP OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.  THE DISK IS STAMPED
 AU2582'---COVE 1933---.  IT IS LOCATED 2.25 KM (1.40 MI) EAST OF THE WEST
 AU2582'POINT OF THE COVE AND 30.53 M (100.16 FT) SOUTH OF THE SHORELINE (IN
 AU2582'THE WATER).
 AU2582'DESCRIBED BY R.P. BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2918 ***********************************************************************
 BJ2918  DESIGNATION -  COVINGTON AZ MK
 BJ2918  PID         -  BJ2918
 BJ2918  STATE/COUNTY-  LA/ST TAMMANY
 BJ2918  USGS QUAD   -  COVINGTON (1994)
 BJ2918
 BJ2918                         *CURRENT SURVEY CONTROL
 BJ2918  ___________________________________________________________________
 BJ2918* NAD 83(1986)-  30 29 27.     (N)    090 05 28.     (W)     SCALED    
 BJ2918* NAVD 88     -         8.47   (+/-2cm)      27.8    (feet)  VERTCON   
 BJ2918  ___________________________________________________________________
 BJ2918  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ2918
 BJ2918  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2918
 BJ2918.The horizontal coordinates were scaled from a topographic map and have
 BJ2918.an estimated accuracy of +/- 6 seconds.
 BJ2918
 BJ2918.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2918.The vertical order pertains to the NGVD 29 superseded value.
 BJ2918
 BJ2918.The geoid height was determined by GEOID03.
 BJ2918
 BJ2918;                    North         East    Units  Estimated Accuracy
 BJ2918;SPC LA S     -   221,320.    1,119,260.      MT  (+/- 180 meters Scaled)
 BJ2918
 BJ2918                          SUPERSEDED SURVEY CONTROL
 BJ2918
 BJ2918  NGVD 29 (??/??/??)    8.495  (m)           27.87   (f) ADJUSTED    2 2
 BJ2918
 BJ2918.Superseded values are not recommended for survey control.
 BJ2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2918.See file dsdata.txt to determine how the superseded data were derived.
 BJ2918
 BJ2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP792767(NAD 83)
 BJ2918_MARKER: DZ = AZIMUTH MARK DISK
 BJ2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2918_SP_SET: CONCRETE POST
 BJ2918_STAMPING: COVINGTON 1970
 BJ2918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2918+STABILITY: SURFACE MOTION
 BJ2918
 BJ2918  HISTORY     - Date     Condition        Report By
 BJ2918  HISTORY     - 1970     MONUMENTED       NGS
 BJ2918  HISTORY     - 1973     GOOD             NGS
 BJ2918  HISTORY     - 1977     GOOD             LADTD
 BJ2918  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 BJ2918
 BJ2918                          STATION DESCRIPTION
 BJ2918
 BJ2918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ2918'0.6 MI NORTH FROM COVINGTON.
 BJ2918'THE STATION IS LOCATED IN THE EAST SECTION OF COVINGTON, ON THE
 BJ2918'RIGHT-OF-WAY OF U.S. HIGHWAY 190, 0.9 MILE NORTH OF THE OVERPASS
 BJ2918'ON THE HIGHWAY AND 0.2 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 BJ2918'190 AND STATE HIGHWAY 437. IT IS 68.5 FEET WEST OF THE CENTER OF U.S.
 BJ2918'HIGHWAY 190 IN THE FROM OF THE BUILDING OWNED BY THE RENTAL CITY INC.
 BJ2918'32 FEET EAST OF THE EAST WALL OF THE BUILDING, 44 FEET SOUTHEAST OF
 BJ2918'THE SOUTHEAST CORNER OF THE BUILDING, 168 FEET NORTH OF THE CENTER OF
 BJ2918'THE STREET LEADING WEST.
 BJ2918'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COVINGTON 1970, SET IN
 BJ2918'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ2918'INCHES. IT IS 125 FEET EAST OF THE CENTER OF U.S. HIGHWAY 190, 35
 BJ2918'FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 3.0 FEET SOUTHWEST
 BJ2918'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ2918
 BJ2918                          STATION RECOVERY (1977)
 BJ2918
 BJ2918'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ2918'RECOVERED IN GOOD CONDITION.
 BJ2918
 BJ2918                          STATION RECOVERY (1997)
 BJ2918
 BJ2918'RECOVERY NOTE BY US POWER SQUADRON 1997
 BJ2918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3256 ***********************************************************************
 BJ3256  DESIGNATION -  COVINGTON AZ MK 2
 BJ3256  PID         -  BJ3256
 BJ3256  STATE/COUNTY-  LA/ST TAMMANY
 BJ3256  USGS QUAD   -  COVINGTON (1994)
 BJ3256
 BJ3256                         *CURRENT SURVEY CONTROL
 BJ3256  ___________________________________________________________________
 BJ3256* NAD 83(1992)-  30 29 38.59185(N)    090 05 45.89669(W)     ADJUSTED  
 BJ3256* NAVD 88     -         8.760  (meters)      28.74   (feet)  ADJUSTED  
 BJ3256  ___________________________________________________________________
 BJ3256  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BJ3256  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ3256  DYNAMIC HT  -           8.749 (meters)      28.70  (feet)  COMP
 BJ3256  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 BJ3256
 BJ3256  HORZ ORDER  -  SECOND
 BJ3256  VERT ORDER  -  SECOND    CLASS I
 BJ3256
 BJ3256.The horizontal coordinates were established by classical geodetic methods
 BJ3256.and adjusted by the National Geodetic Survey in January 1993..
 BJ3256
 BJ3256.The orthometric height was determined by differential leveling
 BJ3256.and adjusted by the National Geodetic Survey in February 1994..
 BJ3256
 BJ3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3256
 BJ3256.The geoid height was determined by GEOID03.
 BJ3256
 BJ3256.The dynamic height is computed by dividing the NAVD 88
 BJ3256.geopotential number by the normal gravity value computed on the
 BJ3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3256.degrees latitude (g = 980.6199 gals.).
 BJ3256
 BJ3256.The modeled gravity was interpolated from observed gravity values.
 BJ3256
 BJ3256;                    North         East     Units Scale Factor Converg.
 BJ3256;SPC LA S     -   221,673.330 1,118,775.244   MT  0.99996267   +0 37 07.1
 BJ3256;SPC LA S     -   727,273.25  3,670,515.11   sFT  0.99996267   +0 37 07.1
 BJ3256;UTM  15      - 3,377,118.865   778,736.712   MT  1.00055859   +1 28 28.3
 BJ3256
 BJ3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3256!SPC LA S     -   1.00000287  x   0.99996267  =   0.99996554
 BJ3256!UTM  15      -   1.00000287  x   1.00055859  =   1.00056146
 BJ3256
 BJ3256                          SUPERSEDED SURVEY CONTROL
 BJ3256
 BJ3256  NAD 83(1992)-  30 29 38.60513(N)    090 05 45.89364(W) AD(       ) 2
 BJ3256  NGVD 29 (09/03/91)    8.75   (m)           28.7    (f) LEVELING    3  
 BJ3256
 BJ3256.Superseded values are not recommended for survey control.
 BJ3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3256.See file dsdata.txt to determine how the superseded data were derived.
 BJ3256
 BJ3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7873777119(NAD 83)
 BJ3256_MARKER: DZ = AZIMUTH MARK DISK
 BJ3256_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3256_SP_SET: SIDEWALK
 BJ3256_STAMPING: COVINGTON 1970 1973 NO 2 1979
 BJ3256_MARK LOGO: NGS   
 BJ3256_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3256+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 BJ3256
 BJ3256  HISTORY     - Date     Condition        Report By
 BJ3256  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3256  HISTORY     - 1982     GOOD             LADTD
 BJ3256  HISTORY     - 19900712 GOOD             LADTD
 BJ3256  HISTORY     - 20031012 GOOD             USPSQD
 BJ3256
 BJ3256                          STATION DESCRIPTION
 BJ3256
 BJ3256'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3256'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 37, T6S,
 BJ3256'R11E IN THE NORTHEAST PART OF COVINGTON.
 BJ3256'
 BJ3256'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 190 AND STATE
 BJ3256'HIGHWAY 25 IN THE NORTHERN SECTION OF COVINGTON, DRIVE EAST ALONG U S
 BJ3256'190 FOR 1.1 KM (0.7 MILE) TO THE STATION MARK ON THE LEFT AT THE
 BJ3256'CORDELL FURNITURE BUILDING.
 BJ3256'
 BJ3256'THE STATION IS A NATL. GEODETIC SURVEY DISK STAMPED---COVINGTON
 BJ3256'1970 1973 NO 2 1979--- THE STATION MARK IS 0.6 KM
 BJ3256'(0.4 MILE) NORTH OF THE STATION COVINGTON, SET IN A DRILL HOLE IN THE
 BJ3256'WALKWAY ON THE WEST END OF THE CORDELL FURNITURE BUILDING. LOCATED
 BJ3256'49.5 METERS E FROM THE CENTER OF U S HIGHWAY 190, 28.7 METERS N FROM
 BJ3256'THE CENTER OF 35TH AVENUE, 17.1 METERS N FROM THE SOUTHWEST CORNER OF
 BJ3256'THE FURNITURE BUILDING, 14.9 METERS S FROM THE NORTHWEST CORNER OF
 BJ3256'THE FURNITURE BUILDING, AND 0.9 METERS WNW FROM THE CENTER OF THE
 BJ3256'WEST END OF THE FURNITURE BUILDING.
 BJ3256
 BJ3256                          STATION RECOVERY (1982)
 BJ3256
 BJ3256'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3256'2.0 KM (1.3 MI) NORTH FROM COVINGTON.
 BJ3256'2 KM (1.3 MILES) NORTH ALONG US 190 FROM THE OVERPASS OVER US 190
 BJ3256'BUSINESS AND BOGUE FALAYA RIVER, 1 KM (0.6 MILE) NORTH ALONG US 190
 BJ3256'FROM THE JUNCTION OF US 190 AND LA 437, MARKER IS SET IN THE SIDEWALK
 BJ3256'ALONG THE WEST END OF THE CORDELL FURNITURE BUILDING, 49.5 METERS (162
 BJ3256'FEET) EAST-NORTHEAST OF THE CENTER OF US 190, 28.7 METERS (94 FEET)
 BJ3256'NORTH OF THE CENTER OF 35TH AVENUE, 17.1 METERS (56 FEET) NORTH OF THE
 BJ3256'SOUTHWEST CORNER OF FURNITURE BUILDING, 15 METERS (49 FEET) SOUTH OF
 BJ3256'THE NORWEST CORNER OF FURNITURE BUILDING, 0.91 METERS (3 FEET)
 BJ3256'WEST-SOUTHWEST OF THE CENTER OF THE WEST END OF THE CORDELL FURNITURE
 BJ3256'BUILDING, 0.61 METERS (2 FEET) EAST-NORTHEAST OF THE EDGE OF THE
 BJ3256'WALKWAY
 BJ3256'THE MARK IS 0.37 M BELOW U.S. 190.
 BJ3256
 BJ3256                          STATION RECOVERY (1990)
 BJ3256
 BJ3256'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3256'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 37, T6S,
 BJ3256'R11E IN THE NORTHEAST PART OF COVINGTON.  OWNERSHIP--CORDELL
 BJ3256'FURNITURE. TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 190
 BJ3256'AND STATE HIGHWAY 25 IN THE NORTHERN SECTION OF COVINGTON, GO EAST FOR
 BJ3256'0.7 MI (1.1 KM) ON HIGHWAY 190 TO STATION ON LEFT AT THE CORDELL
 BJ3256'FURNITURE BUILDING,  162.5 FT (49.5 M) EAST OF THE CENTER OF THE
 BJ3256'HIGHWAY, 94.2 FT (28.7 M) NORTH FROM THE CENTER OF 35TH AVE., 56.0 FT
 BJ3256'(17.1 M) NORTH FROM THE SOUTHWEST CORNER OF THE FURNITURE BUILDING,
 BJ3256'49.0 FT (14.9 M) SOUTH FROM THE NORTHWEST CORNER OF THE FURNITURE
 BJ3256'BUILDING AND 3.0 FT (0.9 M) WEST-NORTHWEST FROM THE CENTER OF THE WEST
 BJ3256'END OF THE FURNITURE BUILDING.  THE MARK IS FLUSH WITH THE SLAB AND
 BJ3256'ABOUT LEVEL WITH THE HIGHWAY.
 BJ3256
 BJ3256                          STATION RECOVERY (2003)
 BJ3256
 BJ3256'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ3256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6568 ***********************************************************************
 DG6568  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DG6568  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6568  DESIGNATION -  COVINGTON CORS ARP
 DG6568  CORS_ID     -  COVG
 DG6568  PID         -  DG6568
 DG6568  STATE/COUNTY-  LA/ST TAMMANY
 DG6568  USGS QUAD   -  COVINGTON (1994)
 DG6568
 DG6568                         *CURRENT SURVEY CONTROL
 DG6568  ___________________________________________________________________
 DG6568* NAD 83(CORS)-  30 28 33.26965(N)    090 05 43.92326(W)     ADJUSTED  
 DG6568* NAVD 88     -        22.39 **(meters)      73.5  **(feet)  GPS OBS(2004.65)
 DG6568  **This station is located in a subsidence area (see below).
 DG6568  ___________________________________________________________________
 DG6568  EPOCH DATE  -        2002.00
 DG6568  X           -      -9,173.433 (meters)                     COMP
 DG6568  Y           -  -5,501,676.859 (meters)                     COMP
 DG6568  Z           -   3,215,950.683 (meters)                     COMP
 DG6568  ELLIP HEIGHT-          -4.56  (meters)          (08/??/04) GPS OBS
 DG6568  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DG6568
 DG6568  HORZ ORDER  -  SPECIAL (CORS)
 DG6568  ELLP ORDER  -  SPECIAL (CORS)
 DG6568
 DG6568.ITRF positions are available for this station.
 DG6568.The coordinates were established by GPS observations
 DG6568.and adjusted by the National Geodetic Survey in August 2004..
 DG6568.The coordinates are valid at the epoch date displayed above.
 DG6568.The epoch date for horizontal control is a decimal equivalence
 DG6568.of Year/Month/Day.
 DG6568
 DG6568 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DG6568 ** and geoid heights are valid at the date of observation. These heights
 DG6568 ** must always be validated when used as control.
 DG6568 ** The orthometric height was determined by GPS observations using
 DG6568 ** precise GPS observation and processing techniques and a new
 DG6568 ** realization of GEOID03. It supersedes the leveled height previously
 DG6568 ** determined for this station.
 DG6568 ** The geoid height was determined by a new realization of GEOID03 for the
 DG6568 ** epoch indicated which incorporates improved geoid heights for the
 DG6568 ** Southern Louisiana Subsidence area.
 DG6568 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DG6568.The orthometric height was determined by GPS observations and a
 DG6568.high-resolution geoid model using precise GPS observation and
 DG6568.processing techniques.
 DG6568
 DG6568.The PID for the CORS L1 Phase Center is DI0177.
 DG6568
 DG6568.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6568
 DG6568.The ellipsoidal height was determined by GPS observations
 DG6568.and is referenced to NAD 83.
 DG6568
 DG6568.The geoid height was determined by GEOID03.
 DG6568
 DG6568;                    North         East     Units Scale Factor Converg.
 DG6568;SPC LA S     -   219,662.521 1,118,849.594   MT  0.99996000   +0 37 08.1
 DG6568;SPC LA S     -   720,676.12  3,670,759.04   sFT  0.99996000   +0 37 08.1
 DG6568
 DG6568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6568!SPC LA S     -   1.00000072  x   0.99996000  =   0.99996072
 DG6568
 DG6568                          SUPERSEDED SURVEY CONTROL
 DG6568
 DG6568.No superseded survey control is available for this station.
 DG6568
 DG6568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7884175108(NAD 83)
 DG6568_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6568
 DG6568                          STATION DESCRIPTION
 DG6568
 DG6568'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6568'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6568'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6568'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6568'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6568'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0177 ***********************************************************************
 DI0177  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0177  DESIGNATION -  COVINGTON CORS L1 PHASE CENTER
 DI0177  CORS_ID     -  COVG
 DI0177  PID         -  DI0177
 DI0177  STATE/COUNTY-  LA/ST TAMMANY
 DI0177  USGS QUAD   -  COVINGTON (1994)
 DI0177
 DI0177                         *CURRENT SURVEY CONTROL
 DI0177  ___________________________________________________________________
 DI0177* NAD 83(CORS)-  30 28 33.26965(N)    090 05 43.92324(W)     ADJUSTED  
 DI0177* NAVD 88     -                                                        
 DI0177  ___________________________________________________________________
 DI0177  EPOCH DATE  -        2002.00
 DI0177  X           -      -9,173.433 (meters)                     COMP
 DI0177  Y           -  -5,501,676.954 (meters)                     COMP
 DI0177  Z           -   3,215,950.739 (meters)                     COMP
 DI0177  ELLIP HEIGHT-          -4.45  (meters)          (08/??/04) GPS OBS
 DI0177  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DI0177
 DI0177  HORZ ORDER  -  SPECIAL (CORS)
 DI0177  ELLP ORDER  -  SPECIAL (CORS)
 DI0177
 DI0177.ITRF positions are available for this station.
 DI0177.The coordinates were established by GPS observations
 DI0177.and adjusted by the National Geodetic Survey in August 2004..
 DI0177.The coordinates are valid at the epoch date displayed above.
 DI0177.The epoch date for horizontal control is a decimal equivalence
 DI0177.of Year/Month/Day.
 DI0177
 DI0177
 DI0177.The PID for the CORS ARP is DG6568.
 DI0177
 DI0177.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0177
 DI0177.The ellipsoidal height was determined by GPS observations
 DI0177.and is referenced to NAD 83.
 DI0177
 DI0177.The geoid height was determined by GEOID03.
 DI0177
 DI0177;                    North         East     Units Scale Factor Converg.
 DI0177;SPC LA S     -   219,662.521 1,118,849.595   MT  0.99996000   +0 37 08.1
 DI0177;SPC LA S     -   720,676.12  3,670,759.05   sFT  0.99996000   +0 37 08.1
 DI0177
 DI0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0177!SPC LA S     -   1.00000070  x   0.99996000  =   0.99996070
 DI0177
 DI0177                          SUPERSEDED SURVEY CONTROL
 DI0177
 DI0177.No superseded survey control is available for this station.
 DI0177
 DI0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7884175108(NAD 83)
 DI0177_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0177
 DI0177                          STATION DESCRIPTION
 DI0177
 DI0177'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0177'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0177'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0177'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0177'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0177'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4229 ***********************************************************************
 BJ4229  DESIGNATION -  COVINGTON RAD STA WARB MAST
 BJ4229  PID         -  BJ4229
 BJ4229  STATE/COUNTY-  LA/ST TAMMANY
 BJ4229  USGS QUAD   -  MADISONVILLE (1979)
 BJ4229
 BJ4229                         *CURRENT SURVEY CONTROL
 BJ4229  ___________________________________________________________________
 BJ4229* NAD 83(1992)-  30 29 36.31596(N)    090 08 36.40336(W)     ADJUSTED  
 BJ4229* NAVD 88     -                                                        
 BJ4229  ___________________________________________________________________
 BJ4229  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BJ4229  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ4229
 BJ4229  HORZ ORDER  -  THIRD
 BJ4229
 BJ4229.The horizontal coordinates were established by classical geodetic methods
 BJ4229.and adjusted by the National Geodetic Survey in January 1993..
 BJ4229
 BJ4229
 BJ4229.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4229
 BJ4229.The geoid height was determined by GEOID03.
 BJ4229
 BJ4229;                    North         East     Units Scale Factor Converg.
 BJ4229;SPC LA S     -   221,555.097 1,114,229.326   MT  0.99996258   +0 35 41.9
 BJ4229;SPC LA S     -   726,885.35  3,655,600.71   sFT  0.99996258   +0 35 41.9
 BJ4229;UTM  15      - 3,376,932.648   774,190.429   MT  1.00052757   +1 27 01.6
 BJ4229
 BJ4229                          SUPERSEDED SURVEY CONTROL
 BJ4229
 BJ4229  NAD 83(1986)-  30 29 36.33339(N)    090 08 36.39994(W) AD(       ) 4
 BJ4229  NAD 27      -  30 29 35.64198(N)    090 08 36.11407(W) AD(       ) 3
 BJ4229
 BJ4229.Superseded values are not recommended for survey control.
 BJ4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4229.See file dsdata.txt to determine how the superseded data were derived.
 BJ4229
 BJ4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7419076933(NAD 83)
 BJ4229_MARKER: 42 = RADIO/TV MAST
 BJ4229
 BJ4229  HISTORY     - Date     Condition        Report By
 BJ4229  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4229  HISTORY     - 1979     GOOD             LADTD
 BJ4229
 BJ4229                          STATION DESCRIPTION
 BJ4229
 BJ4229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4229'RADIO STATION WARB MAST IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF
 BJ4229'COVINGTON, 300 FEET NORTH OF U.S. HIGHWAY 190 AND ABOUT 150 FEET
 BJ4229'NORTH OF THE RADIO STATION BUILDING.
 BJ4229'
 BJ4229'A SLENDER, TRIANGULAR, PEDESTAL TYPE STEEL MAST, 345 FEET IN HEIGHT,
 BJ4229'PAINTED ORANGE-WHITE IN COLOR AND HAS A RED LIGHT AT TOP.
 BJ4229'
 BJ4229'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 BJ4229
 BJ4229                          STATION RECOVERY (1979)
 BJ4229
 BJ4229'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ4229'THE STATION WAS RECOVERED AS DESCRIBED IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2916 ***********************************************************************
 BJ2916  DESIGNATION -  COVINGTON RESET
 BJ2916  PID         -  BJ2916
 BJ2916  STATE/COUNTY-  LA/ST TAMMANY
 BJ2916  USGS QUAD   -  COVINGTON (1994)
 BJ2916
 BJ2916                         *CURRENT SURVEY CONTROL
 BJ2916  ___________________________________________________________________
 BJ2916* NAD 83(1992)-  30 29 16.24883(N)    090 05 40.77363(W)     ADJUSTED  
 BJ2916* NAVD 88     -         8.762  (meters)      28.75   (feet)  ADJUSTED  
 BJ2916  ___________________________________________________________________
 BJ2916  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BJ2916  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2916  DYNAMIC HT  -           8.751 (meters)      28.71  (feet)  COMP
 BJ2916  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ2916
 BJ2916  HORZ ORDER  -  FIRST
 BJ2916  VERT ORDER  -  SECOND    CLASS I
 BJ2916
 BJ2916.The horizontal coordinates were established by classical geodetic methods
 BJ2916.and adjusted by the National Geodetic Survey in January 1993..
 BJ2916
 BJ2916.The orthometric height was determined by differential leveling
 BJ2916.and adjusted by the National Geodetic Survey in February 1994..
 BJ2916
 BJ2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2916
 BJ2916.The geoid height was determined by GEOID03.
 BJ2916
 BJ2916.The dynamic height is computed by dividing the NAVD 88
 BJ2916.geopotential number by the normal gravity value computed on the
 BJ2916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2916.degrees latitude (g = 980.6199 gals.).
 BJ2916
 BJ2916.The modeled gravity was interpolated from observed gravity values.
 BJ2916
 BJ2916;                    North         East     Units Scale Factor Converg.
 BJ2916;SPC LA S     -   220,986.826 1,118,919.290   MT  0.99996175   +0 37 09.7
 BJ2916;SPC LA S     -   725,020.94  3,670,987.70   sFT  0.99996175   +0 37 09.7
 BJ2916;UTM  15      - 3,376,434.181   778,891.087   MT  1.00055965   +1 28 30.0
 BJ2916
 BJ2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2916!SPC LA S     -   1.00000286  x   0.99996175  =   0.99996461
 BJ2916!UTM  15      -   1.00000286  x   1.00055965  =   1.00056252
 BJ2916
 BJ2916:                Primary Azimuth Mark                     Grid Az
 BJ2916:SPC LA S     -  52 H 056 RESET                           157 33 00.1
 BJ2916:UTM  15      -  52 H 056 RESET                           156 41 39.8
 BJ2916
 BJ2916|---------------------------------------------------------------------|
 BJ2916| PID    Reference Object                     Distance      Geod. Az  |
 BJ2916|                                                           dddmmss.s |
 BJ2916| BJ5301 52 H 056 RESET                      APPROX. 0.6 KM 1581009.8 |
 BJ2916| BJ3254 52 H 056                            APPROX. 0.6 KM 1620704.4 |
 BJ2916| BJ3255 COVINGTON RM 3                       16.857 METERS 16644     |
 BJ2916| CW1249 COVINGTON RM 1                       33.287 METERS 17259     |
 BJ2916| BJ2917 COVINGTON RM 2                       29.754 METERS 34644     |
 BJ2916| BJ2918 COVINGTON AZ MK                                    3483828.9 |
 BJ2916| BJ3256 COVINGTON AZ MK 2                   APPROX. 0.7 KM 3484609.0 |
 BJ2916|---------------------------------------------------------------------|
 BJ2916
 BJ2916                          SUPERSEDED SURVEY CONTROL
 BJ2916
 BJ2916  NAD 83(1986)-  30 29 16.26205(N)    090 05 40.77067(W) AD(       ) 1
 BJ2916  NAD 27      -  30 29 15.56842(N)    090 05 40.49084(W) AD(       ) 1
 BJ2916  NGVD 29 (??/??/??)    8.845  (m)           29.02   (f) ADJUSTED    2 1
 BJ2916
 BJ2916.Superseded values are not recommended for survey control.
 BJ2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2916.See file dsdata.txt to determine how the superseded data were derived.
 BJ2916
 BJ2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7889176434(NAD 83)
 BJ2916_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2916_SP_SET: CONCRETE POST
 BJ2916_STAMPING: COVINGTON 1970 1973
 BJ2916_MARK LOGO: NGS   
 BJ2916_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2916+STABILITY: SURFACE MOTION
 BJ2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2916+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 BJ2916
 BJ2916  HISTORY     - Date     Condition        Report By
 BJ2916  HISTORY     - 1973     MONUMENTED       NGS
 BJ2916  HISTORY     - 1977     GOOD             LADTD
 BJ2916  HISTORY     - 1979     GOOD             LADTD
 BJ2916  HISTORY     - 1982     GOOD             LADTD
 BJ2916  HISTORY     - 1986     GOOD             LADTD
 BJ2916  HISTORY     - 19900712 GOOD             LADTD
 BJ2916  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 BJ2916
 BJ2916                          STATION DESCRIPTION
 BJ2916
 BJ2916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 BJ2916'THE STATION WAS VISITED 1-18-73 AND THE UNDERGROUND DISK, REFERENCE
 BJ2916'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 BJ2916'SURFACE MARK WAS FOUND DISTURBED AND THE REFERENCE MARK NO. 1 WAS
 BJ2916'FOUND DESTROYED.
 BJ2916'
 BJ2916'THE SURFACE MARK WAS PLUMBED IN OVER THE CENTER OF THE UNDERGROUND
 BJ2916'DISK, AND REFERENCE MARK WAS ESTABLISHED ON LINE WITH THE STATION
 BJ2916'AND REFERENCE MARK NO. 2.  THE STATION IS NOW AT THE SITE OF THE
 BJ2916'RENTAL CITY INC.  A NEW DESCRIPTION FOLLOWS--
 BJ2916'
 BJ2916'THE STATION IS LOCATED IN THE EAST SECTION OF COVINGTON, ON THE
 BJ2916'RIGHT-OF-WAY OF U.S. HIGHWAY 190, 0.9 MILE NORTH OF THE OVERPASS ON
 BJ2916'THE HIGHWAY AND 0.2 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 BJ2916'190 AND STATE HIGHWAY 437.  IT IS 68.5 FEET WEST OF THE CENTER OF
 BJ2916'U.S.  HIGHWAY 190 IN THE FROM OF THE BUILDING OWNED BY THE RENTAL
 BJ2916'CITY INC., 32 FEET EAST OF THE EAST WALL OF THE BUILDING, 44 FEET
 BJ2916'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 168 FEET NORTH
 BJ2916'OF THE CENTER OF THE STREET LEADING WEST.  IT IS A TRIANGULATION
 BJ2916'STATION DISK STAMPED COVINGTON 1970 1973, ABOUT 3 INCHES BELOW THE
 BJ2916'SURFACE OF THE GROUND.
 BJ2916'
 BJ2916'REFERENCE MARK NO. 2 IS 97158 FEET NORTH-NORTHWEST OF THE STATION, 72
 BJ2916'FEET WEST OF THE CENTER OF U.S. HIGHWAY 190, 74 FEET NORTH-NORTHEAST
 BJ2916'OF THE NORTHEAST CORNER OF THE TIN BUILDING, 28 FEET EAST OF THE
 BJ2916'PROJECTED PLANE OF THE EAST WALL OF THE BUILDING, 52.5 FEET EAST
 BJ2916'OF THE CENTER OF AN OUTDOOR GREASE RACK AND 1 FOOT WEST OF A METAL
 BJ2916'WITNESS POST.  IT IS A STANDARD MARK DISK SET IN THE TOP OF A
 BJ2916'ROUND CONCRETE POST FLUSH WITH THE GROUND.  STAMPED COVINGTON NO 2
 BJ2916'1970.
 BJ2916'
 BJ2916'REFERENCE MARK NO. 3 IS 55.30 FEET SOUTH OF THE STATION AND IN LINE
 BJ2916'WITH REFERENCE MARK NO. 2, 53 FEET NORTHEAST OF THE SOUTHEAST CORNER
 BJ2916'OF THE BUILDING, 35 EAST OF THE EAST WALL OF THE BUILDING, AND
 BJ2916'113 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET.  IT IS A
 BJ2916'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE APRON OF
 BJ2916'THE DRIVEWAY TO THE RENTAL CITY INC.  IT IS STAMPED COVINGTON NO 3
 BJ2916'1970 1973.
 BJ2916'
 BJ2916'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 125 FEET EAST OF
 BJ2916'THE CENTER OF U.S. HIGHWAY 190, 35 FEET NORTH OF THE CENTER OF A
 BJ2916'SHEEL ROAD LEADING EAST, AND 3 FEET SOUTHWEST OF A METAL WITNESS
 BJ2916'POST.  IT IS AN AZIMUTH MARK DISK, STAMPED COVINGTON 1970,
 BJ2916'PROJECTING 4 INCHES.
 BJ2916'
 BJ2916'TO REACH THE STATION FROM THE OVERPASS ON U.S. HIGHWAY 190 IN THE
 BJ2916'EAST SECTION OF COVINGTON, GO NORTH ON U.S. HIGHWAY 190 FOR 0.7 MILE
 BJ2916'TO THE JUNCTION WITH STATE HIGHWAY 437, CONTINUE NORTH FOR 0.2 MILE
 BJ2916'TO THE STATION.  CONTINUE NORTH FOR 0.4 MILE TO THE AZIMUTH MARK
 BJ2916'ON THE RIGHT.
 BJ2916'
 BJ2916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COVINGTON.
 BJ2916
 BJ2916                          STATION RECOVERY (1977)
 BJ2916
 BJ2916'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ2916'0.6 MI NORTH FROM COVINGTON.
 BJ2916'THE STATION IS LOCATED IN THE EAST SECTION OF COVINGTON, ON THE
 BJ2916'RIGHT-OF-WAY OF U.S. HIGHWAY 190, 0.9 MILE NORTH OF THE OVERPASS
 BJ2916'ON THE HIGHWAY AND 0.2 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 BJ2916'190 AND STATE HIGHWAY 437. IT IS 68.5 FEET WEST OF THE CENTER OF U.S.
 BJ2916'HIGHWAY 190 IN THE FROM OF THE BUILDING OWNED BY THE RENTAL CITY INC.
 BJ2916'32 FEET EAST OF THE EAST WALL OF THE BUILDING, 44 FEET SOUTHEAST OF
 BJ2916'THE SOUTHEAST CORNER OF THE BUILDING, 168 FEET NORTH OF THE CENTER OF
 BJ2916'THE STREET LEADING WEST. IT IS A TRIANGULATION STATION DISK STAMPED
 BJ2916'COVINGTON 1970 1973, AND ABOUT 3 INCHES BELOW THE SURFACE OF THE
 BJ2916'GROUND.SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 BJ2916
 BJ2916                          STATION RECOVERY (1979)
 BJ2916
 BJ2916'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ2916'THE STATION WAS VISITED IN JUNE 1979.  THE STATION MARK, REFERENCE
 BJ2916'MARKS 2 AND 3 WERE FOUND IN GOOD CONDITION.  THE 1973 DESCRIPTION IS
 BJ2916'ADEQUATE TO RECOVER THE STATION MARK, REFERENCE MARKS 2 AND 3.  THE
 BJ2916'AZIMUTH MARK WAS FOUND DESTROYED AND A NEW AZIMUTH MARK WAS SET.
 BJ2916'
 BJ2916'THE ANGLES TO THE REFERENCE MARKS AND THE DISTANCE TO REFERENCE MARK 3
 BJ2916'CHECKED ADEQUATE TO THE 1973 DATA.  A DIFFERENCE OF 0.06 FEET WAS
 BJ2916'FOUND TO RM 2 ON THIS DATE.
 BJ2916'
 BJ2916'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BJ2916'STAMPED---COVINGTON 1970 1973 NO 2 1979--- THE AZIMUTH MARK IS
 BJ2916'0.6 KM (0.4 MILE) NORTH OF THE STATION MARK AND SET IN A DRILL HOLE
 BJ2916'IN THE WALKWAY ON THE WEST END OF THE CORDELL FURNITURE BUILDING.
 BJ2916'LOCATED 49.5 METERS E FROM THE CENTER OF U S HIGHWAY 190, 28.7 METERS
 BJ2916'N FROM THE CENTER OF 35TH AVENUE, 17.1 METERS N FROM THE SOUTHWEST
 BJ2916'CORNER OF THE FURNITURE BUILDING, AND 14.9 METERS S FROM THE
 BJ2916'NORTHWEST CORNER OF THE FURNITURE BUILDING.
 BJ2916'
 BJ2916'TO REACH THE AZIMUTH MARK FROM THE STATION MARK GO WEST ALONG U S
 BJ2916'HIGHWAY 190 FOR 0.6 KM (0.4 MILE) TO THE MARK ON THE RIGHT AT THE
 BJ2916'CORDELL FURNITURE BUILDING. SET IN THE WALKWAY AT THE WEST END OF THE
 BJ2916'BUILDING.
 BJ2916
 BJ2916                          STATION RECOVERY (1982)
 BJ2916
 BJ2916'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2916'RECOVERED IN GOOD CONDITION.
 BJ2916
 BJ2916                          STATION RECOVERY (1986)
 BJ2916
 BJ2916'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BJ2916'THE STATION MARK WAS VISITED IN MAY 1986 AND WAS FOUND IN GOOD
 BJ2916'CONDITION, ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED
 BJ2916'IN 1979, THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS
 BJ2916'COMPARED FAVORABLY WITH THE PREVIOUS DATA.
 BJ2916
 BJ2916                          STATION RECOVERY (1990)
 BJ2916
 BJ2916'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ2916'THE STATION IS LOCATED IN THE EAST SECTION OF COVINGTON ABOUT 0.8 MI
 BJ2916'(1.3 KM) NORTH OF THE BOGUE FALAYA SHOPPING CENTER.
 BJ2916'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ2916'HIGHWAY 25 IN THE NORTERN SECTION OF COVINGTON, GO EAST FOR 1.05 MI
 BJ2916'(1.69 KM) ON HIGHWAY 190 TO THE STATION ON THE RIGHT SET IN FRONT OF
 BJ2916'THE 688 AUTO SUPPLY BUILDING (PRONTO AUTO PARTS) . THE STATION IS
 BJ2916'168.0 FT (51.2 M) NORTH FROM THE CENTER OF A STREET LEADING WEST, 68.5
 BJ2916'FT (20.9 M) WEST FROM THE CENTER OF THE HIGHWAY, 44.0 FT (13.4 M)
 BJ2916'SOUTHEAST FROM THE NORTHEAST CORNER OF THE AUTO PARTS BUILDING, 32.0
 BJ2916'FT (9.8 M) EAST FROM THE EAST WALL OF THE BUILDING AND 6.5 FT (2.0 M)
 BJ2916'EAST-NORTHEAST FROM A METAL SIGN POST. THE MARK IS RECESSED 6 IN BELOW
 BJ2916'THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ2916
 BJ2916                          STATION RECOVERY (1997)
 BJ2916
 BJ2916'RECOVERY NOTE BY US POWER SQUADRON 1997
 BJ2916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2917 ***********************************************************************
 BJ2917  DESIGNATION -  COVINGTON RM 2
 BJ2917  PID         -  BJ2917
 BJ2917  STATE/COUNTY-  LA/ST TAMMANY
 BJ2917  USGS QUAD   -  COVINGTON (1994)
 BJ2917
 BJ2917                         *CURRENT SURVEY CONTROL
 BJ2917  ___________________________________________________________________
 BJ2917* NAD 83(1992)-  30 29 17.18925(N)    090 05 41.02964(W)     ADJUSTED  
 BJ2917* NAVD 88     -         8.873  (meters)      29.11   (feet)  ADJUSTED  
 BJ2917  ___________________________________________________________________
 BJ2917  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BJ2917  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2917  DYNAMIC HT  -           8.861 (meters)      29.07  (feet)  COMP
 BJ2917  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ2917
 BJ2917  HORZ ORDER  -  SECOND
 BJ2917  VERT ORDER  -  SECOND    CLASS I
 BJ2917
 BJ2917.The horizontal coordinates were established by classical geodetic methods
 BJ2917.and adjusted by the National Geodetic Survey in January 1993..
 BJ2917.No horizontal observational check was made to the station.
 BJ2917
 BJ2917.The orthometric height was determined by differential leveling
 BJ2917.and adjusted by the National Geodetic Survey in February 1994..
 BJ2917
 BJ2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2917
 BJ2917.The geoid height was determined by GEOID03.
 BJ2917
 BJ2917.The dynamic height is computed by dividing the NAVD 88
 BJ2917.geopotential number by the normal gravity value computed on the
 BJ2917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2917.degrees latitude (g = 980.6199 gals.).
 BJ2917
 BJ2917.The modeled gravity was interpolated from observed gravity values.
 BJ2917
 BJ2917;                    North         East     Units Scale Factor Converg.
 BJ2917;SPC LA S     -   221,015.710 1,118,912.150   MT  0.99996178   +0 37 09.5
 BJ2917;SPC LA S     -   725,115.71  3,670,964.28   sFT  0.99996178   +0 37 09.5
 BJ2917;UTM  15      - 3,376,462.971   778,883.512   MT  1.00055960   +1 28 29.9
 BJ2917
 BJ2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2917!SPC LA S     -   1.00000285  x   0.99996178  =   0.99996463
 BJ2917!UTM  15      -   1.00000285  x   1.00055960  =   1.00056245
 BJ2917
 BJ2917                          SUPERSEDED SURVEY CONTROL
 BJ2917
 BJ2917  NAD 83(1986)-  30 29 17.20270(N)    090 05 41.02674(W) AD(       ) 2
 BJ2917  NGVD 29 (??/??/??)    8.954  (m)           29.38   (f) ADJUSTED    2 1
 BJ2917
 BJ2917.Superseded values are not recommended for survey control.
 BJ2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2917.See file dsdata.txt to determine how the superseded data were derived.
 BJ2917
 BJ2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7888476463(NAD 83)
 BJ2917_MARKER: DR = REFERENCE MARK DISK
 BJ2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2917_SP_SET: CONCRETE POST
 BJ2917_STAMPING: COVINGTON NO 2 1970
 BJ2917_MARK LOGO: NGS   
 BJ2917_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2917+STABILITY: SURFACE MOTION
 BJ2917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2917+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 BJ2917
 BJ2917  HISTORY     - Date     Condition        Report By
 BJ2917  HISTORY     - 1970     MONUMENTED       NGS
 BJ2917  HISTORY     - 1973     GOOD             NGS
 BJ2917  HISTORY     - 1977     GOOD             LADTD
 BJ2917  HISTORY     - 1982     GOOD             LADTD
 BJ2917  HISTORY     - 19900712 GOOD             LADTD
 BJ2917  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 BJ2917
 BJ2917                          STATION DESCRIPTION
 BJ2917
 BJ2917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ2917'0.6 MI NORTH FROM COVINGTON.
 BJ2917'THE STATION IS LOCATED IN THE EAST SECTION OF COVINGTON, ON THE
 BJ2917'RIGHT-OF-WAY OF U.S. HIGHWAY 190, 0.9 MILE NORTH OF THE OVERPASS
 BJ2917'ON THE HIGHWAY AND 0.2 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 BJ2917'190 AND STATE HIGHWAY 437. IT IS 68.5 FEET WEST OF THE CENTER OF U.S.
 BJ2917'HIGHWAY 190 IN THE FROM OF THE BUILDING OWNED BY THE RENTAL CITY INC.
 BJ2917'32 FEET EAST OF THE EAST WALL OF THE BUILDING, 44 FEET SOUTHEAST OF
 BJ2917'THE SOUTHEAST CORNER OF THE BUILDING, 168 FEET NORTH OF THE CENTER OF
 BJ2917'THE STREET LEADING WEST.
 BJ2917'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COVINGTON NO 2 1970,
 BJ2917'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ2917'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 97 FEET NORTH OF A
 BJ2917'METAL WITNESS POST WITH A SIGN ATTACHED, 71 FEET WEST-SOUTHWEST OF
 BJ2917'THE CENTER OF US HIGHWAY 190 AND 10 FEET EAST OF THE EDGE OF THE
 BJ2917'WOODS.
 BJ2917
 BJ2917                          STATION RECOVERY (1977)
 BJ2917
 BJ2917'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ2917'RECOVERED IN GOOD CONDITION.
 BJ2917
 BJ2917                          STATION RECOVERY (1982)
 BJ2917
 BJ2917'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ2917'RECOVERED IN GOOD CONDITION.
 BJ2917
 BJ2917                          STATION RECOVERY (1990)
 BJ2917
 BJ2917'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ2917'THE STATION IS LOCATED IN THE EAST SECTION OF COVINGTON ABOUT 0.8 MI
 BJ2917'(1.3 KM) NORTH OF THE BOGUE FALAYA SHOPPING CENTER.
 BJ2917'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BJ2917'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 190 AND STATE
 BJ2917'HIGHWAY 25 IN THE NORTHERN SECTION OF COVINGTON, GO EAST FOR 1.05 ON
 BJ2917'HIGHWAY 190 TO THE STATION ON THE RIGHT SET IN FRONT OF THE 688 AUTO
 BJ2917'SUPPLY BUILDING (PRONTO AUTO PARTS) . THE STATION IS 74.0 FT (22.6 M)
 BJ2917'NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A TIN BUILDING, 71.3 FT
 BJ2917'(21.7 M) WEST FROM THE CENTER OF THE HIGHWAY, 52.5 FT (16.0 M) EAST
 BJ2917'FROM THE CENTER OF THE NORTH END OF AN OUTDOOR GREASE RACK, 38.5 FT
 BJ2917'(11.7 M) SOUTH-SOUTHEAST FROM A CHAIN LINK FENCE CORNER, 28.0 FT (8.5
 BJ2917'M) EAST FROM THE PROJECTED PLANE OF THE EAST WALL OF THE BUILDING AND
 BJ2917'5.4 FT (1.6 M) EAST FROM A CHAIN LINK FENCE.  THE MARK IS FLUSH WITH
 BJ2917'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ2917
 BJ2917                          STATION RECOVERY (1997)
 BJ2917
 BJ2917'RECOVERY NOTE BY US POWER SQUADRON 1997
 BJ2917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3255 ***********************************************************************
 BJ3255  DESIGNATION -  COVINGTON RM 3
 BJ3255  PID         -  BJ3255
 BJ3255  STATE/COUNTY-  LA/ST TAMMANY
 BJ3255  USGS QUAD   -  COVINGTON (1994)
 BJ3255
 BJ3255                         *CURRENT SURVEY CONTROL
 BJ3255  ___________________________________________________________________
 BJ3255* NAD 83(1992)-  30 29 15.71606(N)    090 05 40.62850(W)     ADJUSTED  
 BJ3255* NAVD 88     -         8.894  (meters)      29.18   (feet)  ADJUSTED  
 BJ3255  ___________________________________________________________________
 BJ3255  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BJ3255  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ3255  DYNAMIC HT  -           8.882 (meters)      29.14  (feet)  COMP
 BJ3255  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ3255
 BJ3255  HORZ ORDER  -  SECOND
 BJ3255  VERT ORDER  -  SECOND    CLASS I
 BJ3255
 BJ3255.The horizontal coordinates were established by classical geodetic methods
 BJ3255.and adjusted by the National Geodetic Survey in January 1993..
 BJ3255.No horizontal observational check was made to the station.
 BJ3255
 BJ3255.The orthometric height was determined by differential leveling
 BJ3255.and adjusted by the National Geodetic Survey in February 1994..
 BJ3255
 BJ3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3255
 BJ3255.The geoid height was determined by GEOID03.
 BJ3255
 BJ3255.The dynamic height is computed by dividing the NAVD 88
 BJ3255.geopotential number by the normal gravity value computed on the
 BJ3255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3255.degrees latitude (g = 980.6199 gals.).
 BJ3255
 BJ3255.The modeled gravity was interpolated from observed gravity values.
 BJ3255
 BJ3255;                    North         East     Units Scale Factor Converg.
 BJ3255;SPC LA S     -   220,970.463 1,118,923.337   MT  0.99996172   +0 37 09.7
 BJ3255;SPC LA S     -   724,967.26  3,671,000.98   sFT  0.99996172   +0 37 09.7
 BJ3255;UTM  15      - 3,376,417.870   778,895.381   MT  1.00055968   +1 28 30.0
 BJ3255
 BJ3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3255!SPC LA S     -   1.00000284  x   0.99996172  =   0.99996456
 BJ3255!UTM  15      -   1.00000284  x   1.00055968  =   1.00056253
 BJ3255
 BJ3255                          SUPERSEDED SURVEY CONTROL
 BJ3255
 BJ3255  NAD 83(1986)-  30 29 15.72930(N)    090 05 40.62555(W) AD(       ) 2
 BJ3255  NGVD 29 (09/03/91)    8.88   (m)           29.1    (f) LEVELING    3  
 BJ3255
 BJ3255.Superseded values are not recommended for survey control.
 BJ3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3255.See file dsdata.txt to determine how the superseded data were derived.
 BJ3255
 BJ3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7889576418(NAD 83)
 BJ3255_MARKER: DR = REFERENCE MARK DISK
 BJ3255_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3255_SP_SET: DRIVEWAY APRON
 BJ3255_STAMPING: COVINGTON NO 3 1970 1973
 BJ3255_MARK LOGO: NGS   
 BJ3255_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3255+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 BJ3255
 BJ3255  HISTORY     - Date     Condition        Report By
 BJ3255  HISTORY     - 1973     MONUMENTED       NGS
 BJ3255  HISTORY     - 1982     GOOD             LADTD
 BJ3255  HISTORY     - 19900712 GOOD             LADTD
 BJ3255  HISTORY     - 19970405 GOOD             USPSQD
 BJ3255  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BJ3255
 BJ3255                          STATION DESCRIPTION
 BJ3255
 BJ3255'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3255'1.44 KM (0.9 MI) NORTH FROM COVINGTON.
 BJ3255'1.44 KM (0.9 MI) NORTH ALONG US 190 FROM THE OVERPASS OVER US 190
 BJ3255'BUSINESS AND BOGUE FALAYA RIVER, 0.32 KM (0.2 MI) NORTH OF THE
 BJ3255'INTERSECTION OF US 190 AND LA 437. 20.0 METERS (65.5 FEET) WEST OF US
 BJ3255'190, 16.2 METERS (53 FEET) NORTHEAST OF THE SOUTHEAST CORNER, AND 10.7
 BJ3255'METERS (35 FEET) EAST OF THE EAST WALL OF THE RENTAL CITY BUILDING,
 BJ3255'34.4 METERS (113 FEET) NORTH OF THE CENTER OF AN EAST-WEST STREET.
 BJ3255'THE MARK IS 0.49 M BELOW U.S. 190.
 BJ3255
 BJ3255                          STATION RECOVERY (1990)
 BJ3255
 BJ3255'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3255'THE STATION IS LOCATED IN THE EAST SECTION OF COVINGTON, ABOUT 0.8 MI
 BJ3255'(1.3 KM) NORTH OF THE BOGUE FALAYA SHOPPING CENTER.
 BJ3255'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BJ3255'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 190 AND STATE
 BJ3255'HIGHWAY 25 IN THE NORTHERN SECTION OF COVINGTON, GO EAST FOR 1.05 MI
 BJ3255'(1.69 KM) ON HIGHWAY 190 TO THE STATION ON THE RIGHT SET IN FRONT OF
 BJ3255'THE 688 AUTO SUPPLY BUILDING (PRONTO AUTO PARTS) . THE STATION IS
 BJ3255'113.0 FT (34.4 M) NORTH FROM THE CENTER OF EDWARDS AVE., 65.5 FT (20.0
 BJ3255'M) WEST FROM THE CENTER OF THE HIGHWAY, 53.0 FT (16.2 M) NORTHEAST
 BJ3255'FROM THE SOUTHEAST CORNER OF THE BUILDING AND 35.0 FT (10.7 M) EAST
 BJ3255'FROM THE EAST WALL OF THE BUILDING.  THE MARK IS FLUSH WITH THE GROUND
 BJ3255'AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ3255
 BJ3255                          STATION RECOVERY (1997)
 BJ3255
 BJ3255'RECOVERY NOTE BY US POWER SQUADRON 1997
 BJ3255'RECOVERED IN GOOD CONDITION.
 BJ3255
 BJ3255                          STATION RECOVERY (2003)
 BJ3255
 BJ3255'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ3255'THE MARK IS PROBABLY THERE BUT UNDER A LAYER OF BLACKTOP IN A PARKING
 BJ3255'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4210 ***********************************************************************
 BJ4210  DESIGNATION -  COVINGTON S BELL MICROWAVE
 BJ4210  PID         -  BJ4210
 BJ4210  STATE/COUNTY-  LA/ST TAMMANY
 BJ4210  USGS QUAD   -  COVINGTON (1994)
 BJ4210
 BJ4210                         *CURRENT SURVEY CONTROL
 BJ4210  ___________________________________________________________________
 BJ4210* NAD 83(1992)-  30 28 28.80777(N)    090 05 51.99361(W)     ADJUSTED  
 BJ4210* NAVD 88     -                                                        
 BJ4210  ___________________________________________________________________
 BJ4210  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BJ4210  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ4210
 BJ4210  HORZ ORDER  -  THIRD
 BJ4210
 BJ4210.The horizontal coordinates were established by classical geodetic methods
 BJ4210.and adjusted by the National Geodetic Survey in January 1993..
 BJ4210
 BJ4210
 BJ4210.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4210
 BJ4210.The geoid height was determined by GEOID03.
 BJ4210
 BJ4210;                    North         East     Units Scale Factor Converg.
 BJ4210;SPC LA S     -   219,522.809 1,118,635.837   MT  0.99995982   +0 37 04.1
 BJ4210;SPC LA S     -   720,217.75  3,670,057.74   sFT  0.99995982   +0 37 04.1
 BJ4210;UTM  15      - 3,374,965.218   778,629.364   MT  1.00055785   +1 28 22.2
 BJ4210
 BJ4210                          SUPERSEDED SURVEY CONTROL
 BJ4210
 BJ4210  NAD 83(1986)-  30 28 28.81850(N)    090 05 51.99087(W) AD(       ) 4
 BJ4210  NAD 27      -  30 28 28.12378(N)    090 05 51.71037(W) AD(       ) 3
 BJ4210
 BJ4210.Superseded values are not recommended for survey control.
 BJ4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4210.See file dsdata.txt to determine how the superseded data were derived.
 BJ4210
 BJ4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7862974965(NAD 83)
 BJ4210_MARKER: 45 = MICROWAVE TOWER
 BJ4210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4210+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 BJ4210
 BJ4210  HISTORY     - Date     Condition        Report By
 BJ4210  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4210  HISTORY     - 1979     GOOD             LADTD
 BJ4210  HISTORY     - 19900712 GOOD             LADTD
 BJ4210  HISTORY     - 20031009 GOOD             USPSQD
 BJ4210
 BJ4210                          STATION DESCRIPTION
 BJ4210
 BJ4210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4210'SOUTHERN BELL TELEPHONE COMPANY MICROWAVE KTF65 IS LOCATED IN THE
 BJ4210'TOWN OF COVINGTON, ADJACENT TO THE TELEPHONE COMPANY BUILDING WHICH
 BJ4210'IS AT 410 EAST RUTLAND STREET.
 BJ4210'
 BJ4210'STATION IS A 4-STEEL CHANNEL LEGGED STRUCTURE, PAINTED RED-WHITE
 BJ4210'ALTERNATE SECTIONS, 258 FEET IN HEIGHT, HAS A RED LIGHT AND 4 LARGE
 BJ4210'VOICE MIRRORS MOUNTED AT TOP.
 BJ4210'
 BJ4210'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 BJ4210
 BJ4210                          STATION RECOVERY (1979)
 BJ4210
 BJ4210'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ4210'THE STATION WAS RECOVERED AS DESCRIBED IN 1970.
 BJ4210
 BJ4210                          STATION RECOVERY (1990)
 BJ4210
 BJ4210'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ4210'THE STATION IS LOCATED IN COVINGTON, ADJACENT TO THE TELEPHONE COMPANY
 BJ4210'BUILDING WHICH IS AT 410 EAST RUTLAND STREET. OWNERSHIP--SOUTH CENTRAL
 BJ4210'BELL TELEPHONE COMPANY. THE STATION IS A 4-LEGGED STEEL CHANNEL
 BJ4210'STRUCTURE, PAINTED RED AND WHITE ALTERNATE SECTIONS, 258 FT (78.6 M)
 BJ4210'IN HEIGHT, HAS A RED LIGHT AND 4 LARGE VOICE MIRRORS MOUNTED AT THE
 BJ4210'TOP.  THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 BJ4210
 BJ4210                          STATION RECOVERY (2003)
 BJ4210
 BJ4210'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ4210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4211 ***********************************************************************
 BJ4211  DESIGNATION -  COVINGTON W MUN TANK
 BJ4211  PID         -  BJ4211
 BJ4211  STATE/COUNTY-  LA/ST TAMMANY
 BJ4211  USGS QUAD   -  COVINGTON (1994)
 BJ4211
 BJ4211                         *CURRENT SURVEY CONTROL
 BJ4211  ___________________________________________________________________
 BJ4211* NAD 83(1992)-  30 28 33.15309(N)    090 06 46.93062(W)     ADJUSTED  
 BJ4211* NAVD 88     -                                                        
 BJ4211  ___________________________________________________________________
 BJ4211  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BJ4211  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ4211
 BJ4211  HORZ ORDER  -  THIRD
 BJ4211
 BJ4211.The horizontal coordinates were established by classical geodetic methods
 BJ4211.and adjusted by the National Geodetic Survey in January 1993..
 BJ4211
 BJ4211
 BJ4211.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4211
 BJ4211.The geoid height was determined by GEOID03.
 BJ4211
 BJ4211;                    North         East     Units Scale Factor Converg.
 BJ4211;SPC LA S     -   219,640.907 1,117,169.205   MT  0.99996000   +0 36 36.6
 BJ4211;SPC LA S     -   720,605.21  3,665,245.97   sFT  0.99996000   +0 36 36.6
 BJ4211;UTM  15      - 3,375,061.474   777,160.263   MT  1.00054777   +1 27 54.5
 BJ4211
 BJ4211                          SUPERSEDED SURVEY CONTROL
 BJ4211
 BJ4211  NAD 83(1986)-  30 28 33.16629(N)    090 06 46.92852(W) AD(       ) 4
 BJ4211  NAD 27      -  30 28 32.47325(N)    090 06 46.64661(W) AD(       ) 3
 BJ4211
 BJ4211.Superseded values are not recommended for survey control.
 BJ4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4211.See file dsdata.txt to determine how the superseded data were derived.
 BJ4211
 BJ4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7716075061(NAD 83)
 BJ4211_MARKER: 53 = ELEVATED TANK
 BJ4211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4211+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 BJ4211
 BJ4211  HISTORY     - Date     Condition        Report By
 BJ4211  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4211  HISTORY     - 20031010 GOOD             USPSQD
 BJ4211
 BJ4211                          STATION DESCRIPTION
 BJ4211
 BJ4211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4211'COVINGTON WEST MUNICIPAL WATER TANK IS LOCATED IN THE WEST SIDE OF
 BJ4211'TOWN, ABOUT 120 FEET SOUTHWEST OF THE SOUTH FILMORE-WEST 15TH
 BJ4211'STREETS INTERSECTION.
 BJ4211'
 BJ4211'A STEEL TANK, OVAL SHAPED ROOF, SILVER IN COLOR, 180 FEET IN HEIGHT,
 BJ4211'SUPPORTED BY 4-STEEL TUBULAR SHAPED LEGS.
 BJ4211'
 BJ4211'POINT INTERSECTED, WAS TOP-CENTER.
 BJ4211
 BJ4211                          STATION RECOVERY (2003)
 BJ4211
 BJ4211'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ4211'A NEW WATER TANK HAS BEEN ERECTED IN PLACE OF THE OLD TANK NEAR THE
 BJ4211'SAME LOCATION. 16TH ST. AND S FILMORE
 BJ4211'THE STEEL TANK IS ROUND WITH 4 TUBULAR LEGS AND PAINTED LIGHT TAN IN
 BJ4211'COLOR WITH LETTERING CITY OF COVINGTON. IT IS 72 FEET SOUTH OF 16TH ST
 BJ4211'AND 123 FEET SW OF S FILMORE ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0668 ***********************************************************************
 AV0668  DESIGNATION -  COW ISLAND MOBILE OIL MAST
 AV0668  PID         -  AV0668
 AV0668  STATE/COUNTY-  LA/VERMILION
 AV0668  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0668
 AV0668                         *CURRENT SURVEY CONTROL
 AV0668  ___________________________________________________________________
 AV0668* NAD 83(1992)-  29 53 06.92971(N)    092 16 35.87839(W)     ADJUSTED  
 AV0668* NAVD 88     -                                                        
 AV0668  **This station is located in a subsidence area (see below).
 AV0668  ___________________________________________________________________
 AV0668  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0668  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AV0668
 AV0668  HORZ ORDER  -  THIRD
 AV0668
 AV0668.The horizontal coordinates were established by classical geodetic methods
 AV0668.and adjusted by the National Geodetic Survey in January 1993..
 AV0668
 AV0668 ** The orthometric height has not been validated since last determined
 AV0668 ** by differential leveling and should not be used for control purposes.
 AV0668 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0668 ** area with valid NAVD 88 orthometric heights.
 AV0668 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0668 ** epoch indicated which incorporates improved geoid heights for the
 AV0668 ** Southern Louisiana Subsidence area.
 AV0668 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0668
 AV0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0668
 AV0668.The geoid height was determined by GEOID03.
 AV0668
 AV0668;                    North         East     Units Scale Factor Converg.
 AV0668;SPC LA S     -   153,923.079   908,887.624   MT  0.99992777   -0 28 18.0
 AV0668;SPC LA S     -   504,995.97  2,981,908.81   sFT  0.99992777   -0 28 18.0
 AV0668;UTM  15      - 3,306,290.851   569,848.145   MT  0.99966019   +0 21 37.6
 AV0668
 AV0668                          SUPERSEDED SURVEY CONTROL
 AV0668
 AV0668  NAD 83(1986)-  29 53 06.94919(N)    092 16 35.87206(W) AD(       ) 4
 AV0668  NAD 27      -  29 53 06.19846(N)    092 16 35.40289(W) AD(       ) 3
 AV0668
 AV0668.Superseded values are not recommended for survey control.
 AV0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0668.See file dsdata.txt to determine how the superseded data were derived.
 AV0668
 AV0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6984806291(NAD 83)
 AV0668
 AV0668  HISTORY     - Date     Condition        Report By
 AV0668  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0668  HISTORY     - 19910909 GOOD             USPSQD
 AV0668
 AV0668                          STATION DESCRIPTION
 AV0668
 AV0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0668'THE STATION IS THE TOP CENTER OF THE COW ISLAND MOBIL OIL CORPORATION
 AV0668'AND UNION OIL COMPANY OF CALIFORNIA MAST KEN 45.  IT IS LOCATED
 AV0668'ABOUT 9 MILES SOUTHWEST OF ABBEVILLE AND 8 MILES SOUTH OF KAPLAN.
 AV0668'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE PAINTED IN ALTERNATE
 AV0668'SECTIONS OF RED AND WHITE, GUYED, HAS A RED LIGHT AT THE TOP AND
 AV0668'HAS AN OVER-ALL HEIGHT OF 359 FEET.
 AV0668'
 AV0668'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35
 AV0668'IN KAPLAN, GO SOUTH AND EAST ON STATE HIGHWAY 35 FOR 8.3 MILES TO
 AV0668'THE JUNCTION OF STATE HIGHWAY 692.  CONTINUE SOUTH ON STATE HIGHWAY
 AV0668'35 FOR 0.4 MILE TO THE ENTRANCE TO THE COW ISLAND PLANT ON THE
 AV0668'RIGHT.  TURN RIGHT, GO WEST AND NORTH ON A PAVED ROAD FOR 0.3
 AV0668'MILE TO THE PLANT AND THE MAST AT THE NORTH EDGE OF THE PLANT.
 AV0668
 AV0668                          STATION RECOVERY (1991)
 AV0668
 AV0668'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1546 ***********************************************************************
 CP1546  DESIGNATION -  COW PASTURE BOLT
 CP1546  PID         -  CP1546
 CP1546  STATE/COUNTY-  LA/TENSAS
 CP1546  USGS QUAD   -  SOMERSET (1994)
 CP1546
 CP1546                         *CURRENT SURVEY CONTROL
 CP1546  ___________________________________________________________________
 CP1546* NAD 83(1986)-  32 12 24.     (N)    091 09 28.     (W)     SCALED    
 CP1546* NAVD 88     -        23.99   (+/-2cm)      78.7    (feet)  VERTCON   
 CP1546  ___________________________________________________________________
 CP1546  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP1546
 CP1546  VERT ORDER  -  ? (See Below)
 CP1546
 CP1546.The horizontal coordinates were scaled from a topographic map and have
 CP1546.an estimated accuracy of +/- 6 seconds.
 CP1546
 CP1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1546.The vertical order pertains to the NGVD 29 superseded value.
 CP1546
 CP1546.The geoid height was determined by GEOID03.
 CP1546
 CP1546;                    North         East    Units  Estimated Accuracy
 CP1546;SPC LA N     -   190,010.    1,126,530.      MT  (+/- 180 meters Scaled)
 CP1546
 CP1546                          SUPERSEDED SURVEY CONTROL
 CP1546
 CP1546  NGVD 29 (??/??/92)   24.013  (m)           78.78   (f) ADJ UNCH    ?  
 CP1546
 CP1546.Superseded values are not recommended for survey control.
 CP1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1546.See file dsdata.txt to determine how the superseded data were derived.
 CP1546
 CP1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR736648(NAD 83)
 CP1546_MARKER: B = BOLT
 CP1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1546_SP_SET: CONCRETE BLOCK
 CP1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1546
 CP1546  HISTORY     - Date     Condition        Report By
 CP1546  HISTORY     - UNK      MONUMENTED       DOD
 CP1546  HISTORY     - 1934     GOOD             DOD
 CP1546
 CP1546                          STATION DESCRIPTION
 CP1546
 CP1546'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1546'4.5 MI SW FROM KING.
 CP1546'P.B.M. IS CONCRETE BLOCK AND IRON PIPE, WITH BRASS CAP, ON RIGHT BANK
 CP1546'OF PALMYRA LAKE.  IN TENSAS PARISH, LA.  ABOUT 4-1/4 MILES ALONG OLD
 CP1546'LEVEE DOWNSTREAM FROM KINGS STORE AT BAYOU VIDAL.  IN OPEN
 CP1546'UNCULTIVATED FIELD.  74.7 METERS LANDWARD FROM LANDSIDE TOE OF LEVEE,
 CP1546'AT A POINT 64.0 METERS UPSTREAM FROM PROMINENT ANGLE TO LEFT.  ABOUT
 CP1546'3/4 OF A MILE DOWNSTREAM FROM A RAISED CABIN.  FORMERLY USED AS A
 CP1546'HUNTING CLUB HOUSE.  5.5 METERS TO RIVERSIDE OF 30 IN. BLAZED PECAN
 CP1546'TREE.  TOP OF CAP IS ABOUT 12 IN. ABOVE GROUND, AND INSCRIBED PBM COW
 CP1546'PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1545 ***********************************************************************
 CP1545  DESIGNATION -  COW PASTURE CAP
 CP1545  PID         -  CP1545
 CP1545  STATE/COUNTY-  LA/TENSAS
 CP1545  USGS QUAD   -  SOMERSET (1994)
 CP1545
 CP1545                         *CURRENT SURVEY CONTROL
 CP1545  ___________________________________________________________________
 CP1545* NAD 83(1986)-  32 12 24.     (N)    091 09 28.     (W)     SCALED    
 CP1545* NAVD 88     -        25.22   (+/-2cm)      82.7    (feet)  VERTCON   
 CP1545  ___________________________________________________________________
 CP1545  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP1545
 CP1545  VERT ORDER  -  ? (See Below)
 CP1545
 CP1545.The horizontal coordinates were scaled from a topographic map and have
 CP1545.an estimated accuracy of +/- 6 seconds.
 CP1545
 CP1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1545.The vertical order pertains to the NGVD 29 superseded value.
 CP1545
 CP1545.The geoid height was determined by GEOID03.
 CP1545
 CP1545;                    North         East    Units  Estimated Accuracy
 CP1545;SPC LA N     -   190,010.    1,126,530.      MT  (+/- 180 meters Scaled)
 CP1545
 CP1545                          SUPERSEDED SURVEY CONTROL
 CP1545
 CP1545  NGVD 29 (??/??/92)   25.242  (m)           82.81   (f) ADJ UNCH    ?  
 CP1545
 CP1545.Superseded values are not recommended for survey control.
 CP1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1545.See file dsdata.txt to determine how the superseded data were derived.
 CP1545
 CP1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR736648(NAD 83)
 CP1545_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1545_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1545
 CP1545  HISTORY     - Date     Condition        Report By
 CP1545  HISTORY     - UNK      MONUMENTED       DOD
 CP1545  HISTORY     - 1934     GOOD             DOD
 CP1545
 CP1545                          STATION DESCRIPTION
 CP1545
 CP1545'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1545'4.5 MI SW FROM KING.
 CP1545'P.B.M. IS CONCRETE BLOCK AND IRON PIPE, WITH BRASS CAP, ON RIGHT BANK
 CP1545'OF PALMYRA LAKE.  IN TENSAS PARISH, LA.  ABOUT 4-1/4 MILES ALONG OLD
 CP1545'LEVEE DOWNSTREAM FROM KINGS STORE AT BAYOU VIDAL.  IN OPEN
 CP1545'UNCULTIVATED FIELD.  74.7 METERS LANDWARD FROM LANDSIDE TOE OF LEVEE,
 CP1545'AT A POINT 64.0 METERS UPSTREAM FROM PROMINENT ANGLE TO LEFT.  ABOUT
 CP1545'3/4 OF A MILE DOWNSTREAM FROM A RAISED CABIN.  FORMERLY USED AS A
 CP1545'HUNTING CLUB HOUSE.  5.5 METERS TO RIVERSIDE OF 30 IN. BLAZED PECAN
 CP1545'TREE.  TOP OF CAP IS ABOUT 12 IN. ABOVE GROUND, AND INSCRIBED PBM COW
 CP1545'PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3144 ***********************************************************************
 CQ3144  DESIGNATION -  COWLEY
 CQ3144  PID         -  CQ3144
 CQ3144  STATE/COUNTY-  LA/BOSSIER
 CQ3144  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3144
 CQ3144                         *CURRENT SURVEY CONTROL
 CQ3144  ___________________________________________________________________
 CQ3144* NAD 83(1992)-  32 26 23.67150(N)    093 38 48.17999(W)     ADJUSTED  
 CQ3144* NAVD 88     -        48.93   (+/-2cm)     160.5    (feet)  VERTCON   
 CQ3144  ___________________________________________________________________
 CQ3144  X           -    -342,704.051 (meters)                     COMP
 CQ3144  Y           -  -5,377,158.728 (meters)                     COMP
 CQ3144  Z           -   3,401,713.306 (meters)                     COMP
 CQ3144  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CQ3144  ELLIP HEIGHT-          22.79  (meters)          (02/20/02) GPS OBS
 CQ3144  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ3144
 CQ3144  HORZ ORDER  -  FIRST
 CQ3144  VERT ORDER  -  THIRD ? (See Below)
 CQ3144  ELLP ORDER  -  FOURTH    CLASS I
 CQ3144
 CQ3144.The horizontal coordinates were established by classical geodetic methods
 CQ3144.and adjusted by the National Geodetic Survey in January 1993..
 CQ3144
 CQ3144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3144.The vertical order pertains to the NGVD 29 superseded value.
 CQ3144
 CQ3144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3144
 CQ3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3144
 CQ3144.The ellipsoidal height was determined by GPS observations
 CQ3144.and is referenced to NAD 83.
 CQ3144
 CQ3144.The geoid height was determined by GEOID03.
 CQ3144
 CQ3144;                    North         East     Units Scale Factor Converg.
 CQ3144;SPC LA N     -   215,661.336   892,170.423   MT  0.99995615   -0 36 22.6
 CQ3144;SPC LA N     -   707,548.90  2,927,062.46   sFT  0.99995615   -0 36 22.6
 CQ3144;UTM  15      - 3,589,382.002   439,207.057   MT  0.99964557   -0 20 48.9
 CQ3144
 CQ3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3144!SPC LA N     -   0.99999642  x   0.99995615  =   0.99995257
 CQ3144!UTM  15      -   0.99999642  x   0.99964557  =   0.99964199
 CQ3144
 CQ3144|---------------------------------------------------------------------|
 CQ3144| PID    Reference Object                     Distance      Geod. Az  |
 CQ3144|                                                           dddmmss.s |
 CQ3144| CX5641 COWLEY RM 1                          39.723 METERS 22515     |
 CQ3144| CX5640 COWLEY AZ MK                                       3300324.1 |
 CQ3144| CQ1789 CURTIS 1 RESET                       28.259 METERS 34241     |
 CQ3144|---------------------------------------------------------------------|
 CQ3144
 CQ3144                          SUPERSEDED SURVEY CONTROL
 CQ3144
 CQ3144  ELLIP H (03/31/95)   22.90   (m)                       GP(       ) 4 1
 CQ3144  NAD 83(1986)-  32 26 23.68274(N)    093 38 48.16978(W) AD(       ) 1
 CQ3144  NAD 27      -  32 26 23.12858(N)    093 38 47.53398(W) AD(       ) 1
 CQ3144  NGVD 29 (03/31/95)   48.99   (m)          160.7    (f) LEVELING    3  
 CQ3144
 CQ3144.Superseded values are not recommended for survey control.
 CQ3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3144.See file dsdata.txt to determine how the superseded data were derived.
 CQ3144
 CQ3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3920789382(NAD 83)
 CQ3144_MARKER: DS = TRIANGULATION STATION DISK
 CQ3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3144_STAMPING: COWLEY 1969
 CQ3144_MARK LOGO: CGS   
 CQ3144_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3144+STABILITY: SURFACE MOTION
 CQ3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3144+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CQ3144
 CQ3144  HISTORY     - Date     Condition        Report By
 CQ3144  HISTORY     - 1969     MONUMENTED       CGS
 CQ3144  HISTORY     - 1976     GOOD             LOCENG
 CQ3144  HISTORY     - 19920611 GOOD             BCED
 CQ3144
 CQ3144                          STATION DESCRIPTION
 CQ3144
 CQ3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3144'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF FENCE POST
 CQ3144'ON LINE.
 CQ3144'
 CQ3144'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF THE CENTER OF
 CQ3144'SHREVEPORT IN A SMALL VILLAGE OF CURTIS AND ON THE LAND OWNED BY
 CQ3144'MR. LESLEY A. COWLEY.
 CQ3144'
 CQ3144'TO REACH THE STATION FROM THE JUNCTION OF BARKSDALE ROAD AND
 CQ3144'U.S. HIGHWAY 71 EAST OF THE BRIDGE OVER RED RIVER AND AT THE
 CQ3144'ENTRANCE TO BARKSDALE AIR FORCE BASE, GO SOUTHEAST ON U.S. HIGHWAY
 CQ3144'71 FOR 4.45 MILES TO THE AZIMUTH MARK ON THE LEFT IN THE MEDIAN OF
 CQ3144'THE HIGHWAY.  CONTINUE AHEAD SOUTHEAST ON U.S. HIGHWAY 71 FOR
 CQ3144'0.35 MILE TO A METAL GATE (ENTRANCE TO FARM), AND STATION ON THE
 CQ3144'RIGHT.
 CQ3144'
 CQ3144'THE STATION MARK IS A STANDARD DISK, STAMPED COWLEY 1969, SET IN
 CQ3144'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 CQ3144'INCH.  IT IS 49 FEET NORTHEAST OF A BOARD FENCE AT A CONCRETE
 CQ3144'WATERING TROUGH, 48 FEET SOUTH OF THE SOUTH GATE POST OF THE METAL
 CQ3144'GATE, 27.6 FEET SOUTHWEST OF A FENCE AND 27 FEET SOUTHWEST OF A
 CQ3144'METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3144'
 CQ3144'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COWLEY NO 1 1969, SET
 CQ3144'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2
 CQ3144'INCHES.  IT IS 54 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 12.9 FEET
 CQ3144'NORTH-NORTHWEST OF A 6-INCH HACKBERRY TREE AND 1.3 FEET EAST OF A
 CQ3144'BOARD FENCE.
 CQ3144'
 CQ3144'REFERENCE MARK 2 IS A STANDARD USC AND GS BENCH MARK DISK, STAMPED
 CQ3144'CURTIS 1 USE RESET 1964, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CQ3144'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 58 FEET SOUTHWEST OF THE
 CQ3144'CENTER OF THE SOUTH-BOUND TRAFFIC LANES OF U.S. HIGHWAY 71, 3.7
 CQ3144'FEET NORTH-NORTHWEST OF A FENCE CORNER POST, 1.2 FOOT
 CQ3144'NORTH-NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 CQ3144'AND 1 FOOT EAST-NORTHEAST OF A FENCE LINE.
 CQ3144'
 CQ3144'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COWLEY 1969, CEMENTED
 CQ3144'IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL.  IT IS
 CQ3144'31 FEET SOUTHWEST OF THE CENTER OF THE NORTH-BOUND TRAFFIC LANES OF
 CQ3144'U.S. HIGHWAY 71, 24 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 CQ3144'SOUTH-BOUND TRAFFIC LANES OF U.S. HIGHWAY 71 AND 2.6 FEET
 CQ3144'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3144'
 CQ3144'HEIGHT OF LIGHT ABOVE STATION MARK 34.44 METERS.
 CQ3144
 CQ3144                          STATION RECOVERY (1976)
 CQ3144
 CQ3144'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (TB)
 CQ3144'COWLEY RECOVERED GOOD.
 CQ3144'
 CQ3144'NO DESCRIPTION AVAILABLE.
 CQ3144'
 CQ3144'DISTANCE AND DIRECTION FROM NEAREST TOWN--S. BOSSIER CITY.
 CQ3144
 CQ3144                          STATION RECOVERY (1992)
 CQ3144
 CQ3144'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ3144'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3075 ***********************************************************************
 CP3075  DESIGNATION -  COX
 CP3075  PID         -  CP3075
 CP3075  STATE/COUNTY-  LA/RICHLAND
 CP3075  USGS QUAD   -  CREW LAKE (1982)
 CP3075
 CP3075                         *CURRENT SURVEY CONTROL
 CP3075  ___________________________________________________________________
 CP3075* NAD 83(1992)-  32 24 59.48169(N)    091 52 47.00165(W)     ADJUSTED  
 CP3075* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 CP3075  ___________________________________________________________________
 CP3075  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CP3075  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP3075
 CP3075  HORZ ORDER  -  SECOND
 CP3075
 CP3075.The horizontal coordinates were established by classical geodetic methods
 CP3075.and adjusted by the National Geodetic Survey in January 1993..
 CP3075
 CP3075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3075
 CP3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3075
 CP3075.The geoid height was determined by GEOID03.
 CP3075
 CP3075;                    North         East     Units Scale Factor Converg.
 CP3075;SPC LA N     -   212,664.540 1,058,342.349   MT  0.99995252   +0 19 40.6
 CP3075;SPC LA N     -   697,716.91  3,472,244.86   sFT  0.99995252   +0 19 40.6
 CP3075;UTM  15      - 3,587,157.706   605,337.900   MT  0.99973683   +0 36 02.2
 CP3075
 CP3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3075!SPC LA N     -   1.00000032  x   0.99995252  =   0.99995284
 CP3075!UTM  15      -   1.00000032  x   0.99973683  =   0.99973715
 CP3075
 CP3075:                Primary Azimuth Mark                     Grid Az
 CP3075:SPC LA N     -  COX AZ MK                                040 45 02.4
 CP3075:UTM  15      -  COX AZ MK                                040 28 40.8
 CP3075
 CP3075|---------------------------------------------------------------------|
 CP3075| PID    Reference Object                     Distance      Geod. Az  |
 CP3075|                                                           dddmmss.s |
 CP3075| CY4163 COX AZ MK                                          0410443.0 |
 CP3075| CY4164 COX RM 1                             10.617 METERS 11302     |
 CP3075| CP3076 COX LADH A PT 1970                   15.202 METERS 25410     |
 CP3075| CY4165 COX RM 2                             13.456 METERS 29346     |
 CP3075|---------------------------------------------------------------------|
 CP3075
 CP3075                          SUPERSEDED SURVEY CONTROL
 CP3075
 CP3075  NAD 83(1986)-  32 24 59.49473(N)    091 52 46.99442(W) AD(       ) 2
 CP3075  NAD 27      -  32 24 58.97507(N)    091 52 46.53063(W) AD(       ) 2
 CP3075  NGVD 29 (07/19/86)   24.0    (m)           79.     (f) VERT ANG       
 CP3075
 CP3075.Superseded values are not recommended for survey control.
 CP3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3075.See file dsdata.txt to determine how the superseded data were derived.
 CP3075
 CP3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0533887158(NAD 83)
 CP3075_MARKER: DD = SURVEY DISK
 CP3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3075
 CP3075  HISTORY     - Date     Condition        Report By
 CP3075  HISTORY     - 1970     MONUMENTED       LADTD
 CP3075
 CP3075                          STATION DESCRIPTION
 CP3075
 CP3075'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3075'THE STATION IS LOCATED 5 MILES SOUTH OF START, 8 MILES
 CP3075'SOUTHWEST OF RAYVILLE AND 3 MILES NORTHEAST OF RHYMES, IN THE
 CP3075'NORTHWEST QUARTER OF SECTION 32, T17N, R6E, AND ON THE
 CP3075'PROPERTY OWNED BY FRED COX, ROUTE 5, BOX 149, RAYVILLE,
 CP3075'LOUISIANA, TELEPHONE 728-3800.
 CP3075'
 CP3075'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE
 CP3075'INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 133 IN
 CP3075'START, DRIVE SOUTH ALONG STATE HIGHWAY 133 FOR APPROXIMATELY
 CP3075'5 MILES TO THE NORTH END OF CLEAR LAKE AND A GRAVEL ROAD ON
 CP3075'RIGHT LEADING NORTHWEST.  THE STATION IS SET NORTHEAST OF THE
 CP3075'CENTER OF THIS GRAVEL ROAD APPROXIMATELY 400 FEET FROM THE
 CP3075'CENTER OF STATE HIGHWAY 133.
 CP3075'
 CP3075'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHEAST
 CP3075'ALONG STATE HIGHWAY 133 FOR APPROXIMATELY 0.4 MILE TO THE
 CP3075'MARK WHICH IS SET ON THE LEFT AND NORTHWEST OF THE CENTER LINE
 CP3075'OF STATE HIGHWAY 133 NEAR A FENCE.
 CP3075'
 CP3075'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3075'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3075'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3075'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3075'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3075'SURFACE.  THEY ARE STAMPED COX 1970.  IT IS 39 FEET
 CP3075'EAST-SOUTHEAST OF THE CORNER OF A FENCE, 23 FEET NORTH-NORTHEAST
 CP3075'OF THE CENTER OF A GRAVEL ROAD, 5 FEET WEST-SOUTHWEST OF AN 18
 CP3075'INCH IRON WOOD TREE, 4 FEET SOUTH-SOUTHWEST OF A FENCE, AND
 CP3075'2.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND
 CP3075'SIGN.
 CP3075'
 CP3075'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3075'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3075'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP3075'STAMPED COX R.M. 1 1970.  IT IS 33 FEET EAST OF AN 18 INCH IRON
 CP3075'WOOD TREE, 22 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 13 FEET
 CP3075'WEST-SOUTHWEST OF A 4 INCH PINE TREE, AND 4.5 FEET SOUTH OF A
 CP3075'FENCE.
 CP3075'
 CP3075'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3075'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3075'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP3075'2 INCHES.  IT IS STAMPED COX R.M. 2 1970.  IT IS 23 FEET NORTH
 CP3075'OF THE CENTER OF A GRAVEL ROAD, 6 FEET WEST-SOUTHWEST OF A 10
 CP3075'INCH IRON WOOD TREE, AND 6 FEET WEST-SOUTHWEST OF A FENCE
 CP3075'CORNER.
 CP3075'
 CP3075'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3075'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3075'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP3075'2 INCHES.  IT IS STAMPED COX AZ MK 1970.  IT IS 44 FEET
 CP3075'WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 133, 28 FEET
 CP3075'NORTH-NORTHWEST OF A CONCRETE CULVERT, 5.5 FEET NORTHEAST OF
 CP3075'A FENCE CORNER, 2.5 FEET SOUTH OF A WITNESS POST, AND 2 FEET
 CP3075'EAST-SOUTHEAST OF A FENCE.
 CP3075'
 CP3075'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0849 ***********************************************************************
 AV0849  DESIGNATION -  COY
 AV0849  PID         -  AV0849
 AV0849  STATE/COUNTY-  LA/CAMERON
 AV0849  USGS QUAD   -  F-R RANCH (1982)
 AV0849
 AV0849                         *CURRENT SURVEY CONTROL
 AV0849  ___________________________________________________________________
 AV0849* NAD 83(1992)-  29 52 43.41805(N)    093 36 48.04960(W)     ADJUSTED  
 AV0849* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0849  **This station is located in a subsidence area (see below).
 AV0849  ___________________________________________________________________
 AV0849  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AV0849  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AV0849
 AV0849  HORZ ORDER  -  THIRD
 AV0849
 AV0849.The horizontal coordinates were established by classical geodetic methods
 AV0849.and adjusted by the National Geodetic Survey in January 1993..
 AV0849
 AV0849 ** The orthometric height has not been validated since last determined
 AV0849 ** by differential leveling and should not be used for control purposes.
 AV0849 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0849 ** area with valid NAVD 88 orthometric heights.
 AV0849 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0849 ** epoch indicated which incorporates improved geoid heights for the
 AV0849 ** Southern Louisiana Subsidence area.
 AV0849 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0849.The orthometric height was scaled from a topographic map.
 AV0849
 AV0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0849
 AV0849.The geoid height was determined by GEOID03.
 AV0849
 AV0849;                    North         East     Units Scale Factor Converg.
 AV0849;SPC LA S     -   155,015.181   779,773.353   MT  0.99992800   -1 08 24.1
 AV0849;SPC LA S     -   508,578.97  2,558,306.41   sFT  0.99992800   -1 08 24.1
 AV0849;UTM  15      - 3,305,505.403   440,771.723   MT  0.99964328   -0 18 20.0
 AV0849
 AV0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0849!SPC LA S     -   1.00000395  x   0.99992800  =   0.99993194
 AV0849!UTM  15      -   1.00000395  x   0.99964328  =   0.99964722
 AV0849
 AV0849|---------------------------------------------------------------------|
 AV0849| PID    Reference Object                     Distance      Geod. Az  |
 AV0849|                                                           dddmmss.s |
 AV0849| CV9719 COY RM                               50.658 METERS 09002     |
 AV0849| AV0883 TURN                                APPROX. 8.2 KM 2703716.8 |
 AV0849|---------------------------------------------------------------------|
 AV0849
 AV0849                          SUPERSEDED SURVEY CONTROL
 AV0849
 AV0849  NAD 83(1986)-  29 52 43.44130(N)    093 36 48.03464(W) AD(       ) 3
 AV0849  NAD 27      -  29 52 42.67000(N)    093 36 47.46000(W) AD(       ) 3
 AV0849
 AV0849.Superseded values are not recommended for survey control.
 AV0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0849.See file dsdata.txt to determine how the superseded data were derived.
 AV0849
 AV0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4077205505(NAD 83)
 AV0849_MARKER: DD = SURVEY DISK
 AV0849_SETTING: 0 = UNSPECIFIED SETTING
 AV0849
 AV0849  HISTORY     - Date     Condition        Report By
 AV0849  HISTORY     - 1933     MONUMENTED       USGS
 AV0849
 AV0849                          STATION DESCRIPTION
 AV0849
 AV0849'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0849'ABOUT 5 MILES W OF STARKS CLUBHOUSE, 2.5 MILES W OF OLD NORTH
 AV0849'BAYOU CROSSING MIDDLE CANAL AND KNOWN AS WILLOW BAYOU CANAL.
 AV0849'2.1 MILES E OF THE T-CANAL N WHICH RUNS INTO BLACK BAYOU.
 AV0849'280 FEET W OF WIDE PLACE IN WILLOW BAYOU CANAL FOR BOATS
 AV0849'TO PASS.  ON S BANK OF THIS CANAL AND JUST E OF 8 MILE POST.
 AV0849'(THIS IS AN OLD STARK TOWER).
 AV0849'
 AV0849'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0849'COMPANY 1933.
 AV0849'
 AV0849'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0849'TABLET AND IS 166.2 FEET E FROM STATION MARK.  S 89 DEG 58 MIN E.
 AV0849'
 AV0849'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0849'ELEVATED 35 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3784 ***********************************************************************
 BJ3784  DESIGNATION -  COYEL
 BJ3784  PID         -  BJ3784
 BJ3784  STATE/COUNTY-  LA/LIVINGSTON
 BJ3784  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3784
 BJ3784                         *CURRENT SURVEY CONTROL
 BJ3784  ___________________________________________________________________
 BJ3784* NAD 83(1992)-  30 27 54.66403(N)    090 54 56.78857(W)     ADJUSTED  
 BJ3784* NAVD 88     -        18.4    (meters)      60.     (feet)  VERTCON   
 BJ3784  ___________________________________________________________________
 BJ3784  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ3784  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ3784
 BJ3784  HORZ ORDER  -  SECOND
 BJ3784
 BJ3784.The horizontal coordinates were established by classical geodetic methods
 BJ3784.and adjusted by the National Geodetic Survey in January 1993..
 BJ3784
 BJ3784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3784
 BJ3784.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3784
 BJ3784.The geoid height was determined by GEOID03.
 BJ3784
 BJ3784;                    North         East     Units Scale Factor Converg.
 BJ3784;SPC LA S     -   217,904.864 1,040,097.705   MT  0.99995847   +0 12 31.6
 BJ3784;SPC LA S     -   714,909.54  3,412,387.22   sFT  0.99995847   +0 12 31.6
 BJ3784;UTM  15      - 3,372,179.132   700,096.164   MT  1.00009396   +1 03 25.5
 BJ3784
 BJ3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3784!SPC LA S     -   1.00000137  x   0.99995847  =   0.99995984
 BJ3784!UTM  15      -   1.00000137  x   1.00009396  =   1.00009533
 BJ3784
 BJ3784|---------------------------------------------------------------------|
 BJ3784| PID    Reference Object                     Distance      Geod. Az  |
 BJ3784|                                                           dddmmss.s |
 BJ3784| BJ4534 COYEL LDH 1973 A POINT               16.357 METERS 03550     |
 BJ3784| BJ3785 COYEL RM 1                            9.763 METERS 08555     |
 BJ3784| BJ3786 COYEL AZ MK                                        1782932.0 |
 BJ3784| BJ3783 COYEL RM 2                           19.231 METERS 35352     |
 BJ3784|---------------------------------------------------------------------|
 BJ3784
 BJ3784                          SUPERSEDED SURVEY CONTROL
 BJ3784
 BJ3784  NAD 83(1986)-  30 27 54.68148(N)    090 54 56.78647(W) AD(       ) 2
 BJ3784  NAD 27      -  30 27 53.99657(N)    090 54 56.42646(W) AD(       ) 2
 BJ3784  NGVD 29 (07/19/86)   18.4    (m)           60.     (f) VERT ANG       
 BJ3784
 BJ3784.Superseded values are not recommended for survey control.
 BJ3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3784.See file dsdata.txt to determine how the superseded data were derived.
 BJ3784
 BJ3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0009672179(NAD 83)
 BJ3784_MARKER: DS = TRIANGULATION STATION DISK
 BJ3784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3784_SP_SET: CONCRETE POST
 BJ3784_STAMPING: COYEL 1973
 BJ3784_MARK LOGO: LADH  
 BJ3784_PROJECTION: FLUSH
 BJ3784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3784+STABILITY: SURFACE MOTION
 BJ3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3784+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BJ3784
 BJ3784  HISTORY     - Date     Condition        Report By
 BJ3784  HISTORY     - 1973     MONUMENTED       LADH
 BJ3784  HISTORY     - 1973     GOOD             NGS
 BJ3784  HISTORY     - 1983     GOOD             LADTD
 BJ3784  HISTORY     - 20060502 GOOD             NGS
 BJ3784
 BJ3784                          STATION DESCRIPTION
 BJ3784
 BJ3784'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ3784'THE STATION IS LOCATED 2 MILES SOUTHEAST OF DENHAM SPRINGS, 3 MILES
 BJ3784'SOUTHWEST OF WALKER, IN THE SOUTHWEST 1/4 OF SECTION 4, T7S, R3E,
 BJ3784'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3784'
 BJ3784'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 (SOUTH)
 BJ3784'AND U. S. HIGHWAY 190 IN DENHAM SPRINGS, DRIVE EAST ALONG U. S.
 BJ3784'HIGHWAY 190 FOR 1.5 MILES TO THE JUNCTION WITH STATE HIGHWAY 1026
 BJ3784'(SOUTH), TURN SOUTH ON STATE HIGHWAY 1026 AND GO 1.3 MILES TO AN
 BJ3784'OVERPASS OVER INTERSTATE 12.  THE STATION IS SET NEAR THE NORTHWEST
 BJ3784'CORNER OF THE OVERPASS.
 BJ3784'
 BJ3784'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ3784'HIGHWAY 1026 FOR 0.6 MILE.  THE MARK IS SET ON THE LEFT AND EAST OF
 BJ3784'THE HIGHWAY NEAR A POWER POLE.
 BJ3784'
 BJ3784'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3784'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3784'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ3784'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ3784'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ3784'STAMPED COYEL 1973.  THE MARK IS 89 FEET EAST OF A POWER POLE, 17
 BJ3784'FEET WEST OF THE CENTER OF STATE HIGHWAY 1026, 7 FEET NORTHWEST OF
 BJ3784'THE NORTHWEST CORNER OF THE OVERPASS, 5 FEET WEST OF A METAL GUARD
 BJ3784'RAIL, AND 2.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ3784'
 BJ3784'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3784'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE CURB
 BJ3784'ON THE NORTHEAST CORNER OF AN OVERPASS FLUSH WITH THE CURB AND 8
 BJ3784'INCHES ABOVE THE ROADWAY.  IT IS STAMPED COYEL R.M. 1 1973.  IT IS
 BJ3784'14 FEET EAST OF THE CENTER OF STATE HIGHWAY 1026, 4.5 FEET NORTH OF
 BJ3784'THE OVERPASS ABUTMENT, AND 2.5 FEET EAST OF A METAL GUARD RAIL.
 BJ3784'
 BJ3784'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3784'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3784'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3784'STAMPED COYEL R.M. 2 1973.  IT IS 69 FEET NORTH OF THE NORTHWEST
 BJ3784'CORNER OF AN OVERPASS, 20 FEET WEST OF THE CENTER OF STATE
 BJ3784'HIGHWAY 1026, AND 5 FEET WEST OF A METAL GUARD RAIL.
 BJ3784'
 BJ3784'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3784'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3784'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3784'STAMPED COYEL AZ. MK. 1973.  IT IS 36 FEET EAST OF THE CENTER OF
 BJ3784'STATE HIGHWAY 1026, 31 FEET NORTH OF POWER POLE (NO. 30), 20 FEET
 BJ3784'NORTH OF A TELEPHONE CABLE JUNCTION BOX, 6 FEET SOUTH OF THE CENTER
 BJ3784'OF A FIELD ROAD, 3 FEET WEST OF A FENCE, AND 2 FEET NORTH OF A
 BJ3784'METAL WITNESS POST AND SIGN.
 BJ3784'
 BJ3784'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ3784
 BJ3784                          STATION RECOVERY (1973)
 BJ3784
 BJ3784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ3784'THE STATION WAS VISITED 5/22/73 AND THE STATION MARK, AZIMUTH MARK,
 BJ3784'AND RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BJ3784'FOLLOWS--
 BJ3784'
 BJ3784'THE STATION IS LOCATED 3 MILES SOUTHWEST OF WALKER, AND 2 MILES
 BJ3784'SOUTHEAST OF DENHAM SPRINGS, IN THE SOUTHWEST QUARTER OF SECTION 4,
 BJ3784'T7S, R3E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ3784'HIGHWAYS.  IT IS 84 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE
 BJ3784'ON INTERSTATE 12, 18 FEET WEST-NORTHWEST OF THE CENTER OF THE
 BJ3784'EXPANSION JOINT ON THE NORTH END OF AN OVERPASS, 18 FEET WEST OF
 BJ3784'THE CENTER OF STATE HIGHWAY 1026, 5 FEET WEST OF A METAL GUARD
 BJ3784'RAIL, AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 BJ3784'
 BJ3784'IT IS A STANDARD TRIANGULATION DISK, STAMPED COYEL 1973, FLUSH WITH
 BJ3784'THE GROUND.
 BJ3784'
 BJ3784'REFERENCE MARK NO. 1 IS 32.03 FEET EAST OF THE STATION.  IT IS 81
 BJ3784'FEET NORTH OF THE WESTBOUND LANE ON INTERSTATE 12, 15 FEET
 BJ3784'EAST-NORTHEAST OF THE CENTER OF THE EXPANSION JOINT OF THE
 BJ3784'OVERPASS, 14 FEET EAST OF THE CENTER OF STATE HIGHWAY 1026, 2.5 FEET
 BJ3784'EAST OF A METAL GUARD RAIL. IT IS A STANDARD DISK, STAMPED COYEL RM 1
 BJ3784'1973, FLUSH WITH THE GROUND.
 BJ3784'
 BJ3784'REFERENCE MARK NO. 2 IS 63.09 FEET NORTH OF THE STATION.  IT IS 125
 BJ3784'FEET EAST-NORTHEAST OF A POWER POLE, 71 FEET NORTHWEST OF THE CENTER
 BJ3784'OF THE EXPANSION JOINT ON THE NORTH END OF AN OVERPASS, 21 FEET
 BJ3784'WEST OF THE CENTER OF STATE HIGHWAY 1026, AND 5.5 FEET WEST OF A
 BJ3784'METAL GUARD RAIL.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ3784'COYEL RM 2 1973, FLUSH WITH THE GROUND.
 BJ3784'
 BJ3784'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 37 FEET
 BJ3784'EAST OF THE CENTER OF STATE HIGHWAY 1026, 31 FEET NORTH OF A POWER
 BJ3784'POLE, 9 FEET NORTHEAST OF THE SOUTH END OF A METAL SIDE DRAIN, 3.5
 BJ3784'FEET WEST OF A FENCE, AND 2.5 FEET NORTH OF A METAL WITNESS POST
 BJ3784'AND SIGN.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED COYEL AZ.
 BJ3784'MK. 1973, FLUSH WITH THE GROUND.
 BJ3784'
 BJ3784'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 190 AND STATE
 BJ3784'HIGHWAY 1026 IN EAST DENHAM SPRINGS, GO SOUTH ALONG STATE HIGHWAY
 BJ3784'1026 FOR 1.5 MILES TO AN OVERPASS ON INTERSTATE 12.  THE STATION IS
 BJ3784'SET NEAR THE NORTHWEST CORNER OF THE OVERPASS.
 BJ3784'
 BJ3784'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG STATE
 BJ3784'HIGHWAY 1026 FOR 0.5 MILE.  THE MARK IS SET ON THE LEFT AND EAST OF
 BJ3784'THE HIGHWAY NEAR A POWER POLE AND A CULVERT.
 BJ3784'
 BJ3784'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3784'
 BJ3784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 BJ3784'OF DENHAM SPRINGS.
 BJ3784
 BJ3784                          STATION RECOVERY (1983)
 BJ3784
 BJ3784'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3784'3.2 KM (2 MI) SE FROM DENHAM SPRINGS.
 BJ3784'ABOUT 2.4 KM (1.5 MILES) SOUTH ON STATE HIGHWAY 1026 FROM THE JUNCTION
 BJ3784'WITH US HIGHWAY 190 EAST OF DENHAM SPRINGS TO AN OVERPASS ON
 BJ3784'INTERSTATE 12 WITH THE MARK SET NEAR THE NORTHWEST CORNER OF THE
 BJ3784'OVERPASS, 25.6 METERS (84 FEET) NORTH OF THE CENTER OF THE WESTBOUND
 BJ3784'LANE ON INTERSTATE 12, 5.5 METERS (18 FEET) WEST-NORTHWEST OF THE
 BJ3784'CENTER OF THE EXPANSION JOINT ON THE NORTH END OF OVERPASS, 5.5 METERS
 BJ3784'(18 FEET) WEST OF THE CENTER OF STATE HIGHWAY 1026, 1.5 METERS (5
 BJ3784'FEET) WEST OF A METAL GUARDRAIL.
 BJ3784'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 BJ3784'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 1026.
 BJ3784
 BJ3784                          STATION RECOVERY (2006)
 BJ3784
 BJ3784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BJ3784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1824 ***********************************************************************
 AA1824  DESIGNATION -  CP 1 1
 AA1824  PID         -  AA1824
 AA1824  STATE/COUNTY-  LA/CALCASIEU
 AA1824  USGS QUAD   -  GAYTINE (1994)
 AA1824
 AA1824                         *CURRENT SURVEY CONTROL
 AA1824  ___________________________________________________________________
 AA1824* NAD 83(1992)-  30 24 11.86639(N)    093 13 57.96627(W)     ADJUSTED  
 AA1824* NAVD 88     -         9.0  **(meters)      30.   **(feet)  GPS OBS   
 AA1824  **This station is located in a subsidence area (see below).
 AA1824  ___________________________________________________________________
 AA1824  X           -    -310,483.169 (meters)                     COMP
 AA1824  Y           -  -5,496,989.415 (meters)                     COMP
 AA1824  Z           -   3,209,003.494 (meters)                     COMP
 AA1824  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA1824  ELLIP HEIGHT-         -18.36  (meters)          (02/20/02) GPS OBS
 AA1824  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA1824
 AA1824  HORZ ORDER  -  FIRST
 AA1824  ELLP ORDER  -  FOURTH    CLASS I
 AA1824
 AA1824.The horizontal coordinates were established by GPS observations
 AA1824.and adjusted by the National Geodetic Survey in January 1995..
 AA1824
 AA1824 ** The orthometric height has not been validated since last determined
 AA1824 ** by differential leveling and should not be used for control purposes.
 AA1824 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1824 ** area with valid NAVD 88 orthometric heights.
 AA1824 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1824 ** epoch indicated which incorporates improved geoid heights for the
 AA1824 ** Southern Louisiana Subsidence area.
 AA1824 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1824.The orthometric height was determined by GPS observations and a
 AA1824.high-resolution geoid model.
 AA1824
 AA1824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1824
 AA1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1824
 AA1824.The ellipsoidal height was determined by GPS observations
 AA1824.and is referenced to NAD 83.
 AA1824
 AA1824.The geoid height was determined by GEOID03.
 AA1824
 AA1824;                    North         East     Units Scale Factor Converg.
 AA1824;SPC LA S     -   212,483.862   817,493.574   MT  0.99995032   -0 56 59.1
 AA1824;SPC LA S     -   697,124.14  2,682,060.17   sFT  0.99995032   -0 56 59.1
 AA1824;UTM  15      - 3,363,498.200   477,641.326   MT  0.99960617   -0 07 04.1
 AA1824
 AA1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1824!SPC LA S     -   1.00000288  x   0.99995032  =   0.99995320
 AA1824!UTM  15      -   1.00000288  x   0.99960617  =   0.99960905
 AA1824
 AA1824                          SUPERSEDED SURVEY CONTROL
 AA1824
 AA1824  ELLIP H (01/13/95)  -18.28   (m)                       GP(       ) 3 2
 AA1824
 AA1824.Superseded values are not recommended for survey control.
 AA1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1824.See file dsdata.txt to determine how the superseded data were derived.
 AA1824
 AA1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7764163498(NAD 83)
 AA1824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1824_SP_SET: CONCRETE POST
 AA1824_STAMPING: CP 1-1 1990
 AA1824_MARK LOGO: LA-019
 AA1824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1824+STABILITY: SURFACE MOTION
 AA1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1824+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1824
 AA1824  HISTORY     - Date     Condition        Report By
 AA1824  HISTORY     - 1990     MONUMENTED       VFM
 AA1824  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 AA1824
 AA1824                          STATION DESCRIPTION
 AA1824
 AA1824'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1824'STATION IS LOCATED APPROXIMATELY 14 MILES (22.5 KM) NORTH OF LAKE
 AA1824'CHARLES, LA. AT THE CALCASIEU -BEAUREGARD PARISH LINE ON THE EAST SIDE
 AA1824'OF U. S. HIGHWAY 171. TO REACH FROM THE INTERSECTION OF I-10 AND U.S.
 AA1824'HIGHWAY 171 IN LAKE CHARLES, LA., GO NORTH ON HIGHWAY 171 FOR 11.8
 AA1824'MILES (19.0 KM) TO THE CALCASIEU-BEAUREGARD PARISH LINE AND MARK ON
 AA1824'THE RIGHT JUST SOUTH OF BEAUREGARD PARISH SIGN. STATION MARK IS AN
 AA1824'ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH
 AA1824'CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR,
 AA1824'AND  STAMPED CP 1-1 1990. IT IS 32 FT. EAST OF THE CENTERLINE OF U.S.
 AA1824'HIGHWAY 171, 47 FT. SOUTH OF THE BEAUREGARD PARISH SIGN, 146.2 FT.
 AA1824'NORTH OF A NO PASSING ZONE SIGN, 49 FT. NORTH-NORTHWEST OF A POWER
 AA1824'POLE.
 AA1824
 AA1824                          STATION RECOVERY (2002)
 AA1824
 AA1824'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 AA1824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1825 ***********************************************************************
 AA1825  DESIGNATION -  CP 1 2
 AA1825  PID         -  AA1825
 AA1825  STATE/COUNTY-  LA/CALCASIEU
 AA1825  USGS QUAD   -  GAYTINE (1994)
 AA1825
 AA1825                         *CURRENT SURVEY CONTROL
 AA1825  ___________________________________________________________________
 AA1825* NAD 83(1992)-  30 24 06.77389(N)    093 07 36.30730(W)     ADJUSTED  
 AA1825* NAVD 88     -         6.1  **(meters)      20.   **(feet)  GPS OBS   
 AA1825  **This station is located in a subsidence area (see below).
 AA1825  ___________________________________________________________________
 AA1825  X           -    -300,315.562 (meters)                     COMP
 AA1825  Y           -  -5,497,631.205 (meters)                     COMP
 AA1825  Z           -   3,208,866.746 (meters)                     COMP
 AA1825  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA1825  ELLIP HEIGHT-         -21.31  (meters)          (02/20/02) GPS OBS
 AA1825  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AA1825
 AA1825  HORZ ORDER  -  FIRST
 AA1825  ELLP ORDER  -  FOURTH    CLASS I
 AA1825
 AA1825.The horizontal coordinates were established by GPS observations
 AA1825.and adjusted by the National Geodetic Survey in January 1995..
 AA1825
 AA1825 ** The orthometric height has not been validated since last determined
 AA1825 ** by differential leveling and should not be used for control purposes.
 AA1825 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1825 ** area with valid NAVD 88 orthometric heights.
 AA1825 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1825 ** epoch indicated which incorporates improved geoid heights for the
 AA1825 ** Southern Louisiana Subsidence area.
 AA1825 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1825.The orthometric height was determined by GPS observations and a
 AA1825.high-resolution geoid model.
 AA1825
 AA1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1825
 AA1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1825
 AA1825.The ellipsoidal height was determined by GPS observations
 AA1825.and is referenced to NAD 83.
 AA1825
 AA1825.The geoid height was determined by GEOID03.
 AA1825
 AA1825;                    North         East     Units Scale Factor Converg.
 AA1825;SPC LA S     -   212,162.928   827,676.803   MT  0.99995015   -0 53 48.2
 AA1825;SPC LA S     -   696,071.21  2,715,469.64   sFT  0.99995015   -0 53 48.2
 AA1825;UTM  15      - 3,363,325.273   487,824.613   MT  0.99960183   -0 03 50.9
 AA1825
 AA1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1825!SPC LA S     -   1.00000335  x   0.99995015  =   0.99995350
 AA1825!UTM  15      -   1.00000335  x   0.99960183  =   0.99960518
 AA1825
 AA1825                          SUPERSEDED SURVEY CONTROL
 AA1825
 AA1825  ELLIP H (01/13/95)  -21.23   (m)                       GP(       ) 3 2
 AA1825
 AA1825.Superseded values are not recommended for survey control.
 AA1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1825.See file dsdata.txt to determine how the superseded data were derived.
 AA1825
 AA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8782563325(NAD 83)
 AA1825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1825_SP_SET: CONCRETE POST
 AA1825_STAMPING: CP 1-2 1990
 AA1825_MARK LOGO: LA-019
 AA1825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1825+STABILITY: SURFACE MOTION
 AA1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1825+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1825
 AA1825  HISTORY     - Date     Condition        Report By
 AA1825  HISTORY     - 1990     MONUMENTED       VFM
 AA1825  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AA1825
 AA1825                          STATION DESCRIPTION
 AA1825
 AA1825'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1825'STATION IS LOCATED APPROXIMATELY 15 MILES (24.1 KM) NORTH-NORTHEAST OF
 AA1825'LAKE CHARLES, LA. TO REACH FROM THE INTERSECTION OF I-10 AND U.S.
 AA1825'HIGHWAY 171 IN LAKE CHARLES, LA., FOR 9.0 MILES (14.5 KM) TO TOPSY
 AA1825'ROAD ON RIGHT, IN GILLIS, LA. TURN RIGHT AND GO 0.6 MILES (1.0 KM) TO
 AA1825'GILLIS-TOPSY ROAD ON LEFT, TURN LEFT AND FOLLOW PAVED ROAD FOR 5.4
 AA1825'MILES (8.7 KM) TO PARISH ROAD 9-41 (GRAVEL ROAD) ON LEFT AND MARK.
 AA1825'STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN
 AA1825'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5
 AA1825'FT. LENGTH OF REBAR, AND STAMPED CP 1-2 1990. IT IS 2 FT. SOUTH OF A
 AA1825'BARBED WIRE FENCE, 31 FT. NORTH OF THE CENTERLINE OF GRAVEL ROAD, 77
 AA1825'FT. WEST OF THE CENTERLINE OF  PAVED ROAD, 15 FT. NORTHEAST OF A 25
 AA1825'MPH SPEED LIMIT SIGN, 19 FT. NORTHWEST OF A TRUNKLINE GAS COMPANY
 AA1825'PIPELINE WARNING SIGN.
 AA1825
 AA1825                          STATION RECOVERY (2005)
 AA1825
 AA1825'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 AA1825'MARK NOT FOUND.  BARBED WIRE FENCE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1826 ***********************************************************************
 AA1826  DESIGNATION -  CP 2 1
 AA1826  PID         -  AA1826
 AA1826  STATE/COUNTY-  LA/CALCASIEU
 AA1826  USGS QUAD   -  IOWA (1994)
 AA1826
 AA1826                         *CURRENT SURVEY CONTROL
 AA1826  ___________________________________________________________________
 AA1826* NAD 83(1992)-  30 11 16.29983(N)    093 00 46.25763(W)     ADJUSTED  
 AA1826* NAVD 88     -         7.2  **(meters)      24.   **(feet)  GPS OBS   
 AA1826  **This station is located in a subsidence area (see below).
 AA1826  ___________________________________________________________________
 AA1826  X           -    -290,014.919 (meters)                     COMP
 AA1826  Y           -  -5,510,170.151 (meters)                     COMP
 AA1826  Z           -   3,188,381.559 (meters)                     COMP
 AA1826  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA1826  ELLIP HEIGHT-         -20.26  (meters)          (02/20/02) GPS OBS
 AA1826  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA1826
 AA1826  HORZ ORDER  -  FIRST
 AA1826  ELLP ORDER  -  FOURTH    CLASS I
 AA1826
 AA1826.The horizontal coordinates were established by GPS observations
 AA1826.and adjusted by the National Geodetic Survey in January 1995..
 AA1826
 AA1826 ** The orthometric height has not been validated since last determined
 AA1826 ** by differential leveling and should not be used for control purposes.
 AA1826 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1826 ** area with valid NAVD 88 orthometric heights.
 AA1826 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1826 ** epoch indicated which incorporates improved geoid heights for the
 AA1826 ** Southern Louisiana Subsidence area.
 AA1826 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1826.The orthometric height was determined by GPS observations and a
 AA1826.high-resolution geoid model.
 AA1826
 AA1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1826
 AA1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1826
 AA1826.The ellipsoidal height was determined by GPS observations
 AA1826.and is referenced to NAD 83.
 AA1826
 AA1826.The geoid height was determined by GEOID03.
 AA1826
 AA1826;                    North         East     Units Scale Factor Converg.
 AA1826;SPC LA S     -   188,275.291   838,272.782   MT  0.99993105   -0 50 23.2
 AA1826;SPC LA S     -   617,699.85  2,750,233.29   sFT  0.99993105   -0 50 23.2
 AA1826;UTM  15      - 3,339,602.248   498,763.052   MT  0.99960002   -0 00 23.3
 AA1826
 AA1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1826!SPC LA S     -   1.00000318  x   0.99993105  =   0.99993423
 AA1826!UTM  15      -   1.00000318  x   0.99960002  =   0.99960320
 AA1826
 AA1826                          SUPERSEDED SURVEY CONTROL
 AA1826
 AA1826  ELLIP H (01/13/95)  -20.16   (m)                       GP(       ) 3 2
 AA1826
 AA1826.Superseded values are not recommended for survey control.
 AA1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1826.See file dsdata.txt to determine how the superseded data were derived.
 AA1826
 AA1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9876339602(NAD 83)
 AA1826_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1826_SP_SET: CONCRETE POST
 AA1826_STAMPING: CP 2-1 1990
 AA1826_MARK LOGO: LA-019
 AA1826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1826+STABILITY: SURFACE MOTION
 AA1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1826+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1826
 AA1826  HISTORY     - Date     Condition        Report By
 AA1826  HISTORY     - 1990     MONUMENTED       VFM
 AA1826
 AA1826                          STATION DESCRIPTION
 AA1826
 AA1826'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1826'STATION IS LOCATED APPROXIMATELY 12.1 MILES (19.5 KM) EAST OF LAKE
 AA1826'CHARLES, LA. TO REACH FROM THE INTERSECTION OF I-10 AND HIGHWAY 383 IN
 AA1826'IOWA, LA., GO SOUTH ON HIGHWAY 383 FOR 0.9 MILES (1.4 KM) TO
 AA1826'INTERSECTION WITH U.S. HIGHWAY 90. CONTINUE STRAIGHT AHEAD ON THOMPSON
 AA1826'ROAD FOR 3.0 MILES (4.8 KM) TO A T-INTERSECTION. TURN LEFT AND GO
 AA1826'APPROXIMATELY 120 FT. TO MARK ON RIGHT IN PIPELINE RIGHT-OF-WAY.
 AA1826'STATION MARK IS AN A ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN
 AA1826'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5
 AA1826'FT. LENGTH OF REBAR, AND STAMPED CP 2-1 1990. IT IS 25 FT. SOUTH OF
 AA1826'THE CENTERLINE OF THE GRAVEL ROAD, 90.2 FT. EAST OF A FENCE CORNER,
 AA1826'80.4 FT. SOUTHWEST OF A GRAY CYLINDRICAL TELEPHONE BOX NO. 6070, 12
 AA1826'FT. WEST OF PVC PIPE MARKING PIPELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1827 ***********************************************************************
 AA1827  DESIGNATION -  CP 2 2
 AA1827  PID         -  AA1827
 AA1827  STATE/COUNTY-  LA/CALCASIEU
 AA1827  USGS QUAD   -  IOWA (1994)
 AA1827
 AA1827                         *CURRENT SURVEY CONTROL
 AA1827  ___________________________________________________________________
 AA1827* NAD 83(1992)-  30 07 34.77180(N)    093 01 47.98436(W)     ADJUSTED  
 AA1827* NAVD 88     -         3.5  **(meters)      11.   **(feet)  GPS OBS   
 AA1827  **This station is located in a subsidence area (see below).
 AA1827  ___________________________________________________________________
 AA1827  X           -    -291,844.859 (meters)                     COMP
 AA1827  Y           -  -5,513,502.196 (meters)                     COMP
 AA1827  Z           -   3,182,481.551 (meters)                     COMP
 AA1827  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA1827  ELLIP HEIGHT-         -23.81  (meters)          (02/20/02) GPS OBS
 AA1827  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA1827
 AA1827  HORZ ORDER  -  FIRST
 AA1827  ELLP ORDER  -  FOURTH    CLASS I
 AA1827
 AA1827.The horizontal coordinates were established by GPS observations
 AA1827.and adjusted by the National Geodetic Survey in January 1995..
 AA1827
 AA1827 ** The orthometric height has not been validated since last determined
 AA1827 ** by differential leveling and should not be used for control purposes.
 AA1827 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1827 ** area with valid NAVD 88 orthometric heights.
 AA1827 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1827 ** epoch indicated which incorporates improved geoid heights for the
 AA1827 ** Southern Louisiana Subsidence area.
 AA1827 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1827.The orthometric height was determined by GPS observations and a
 AA1827.high-resolution geoid model.
 AA1827
 AA1827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1827
 AA1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1827
 AA1827.The ellipsoidal height was determined by GPS observations
 AA1827.and is referenced to NAD 83.
 AA1827
 AA1827.The geoid height was determined by GEOID03.
 AA1827
 AA1827;                    North         East     Units Scale Factor Converg.
 AA1827;SPC LA S     -   181,479.312   836,520.823   MT  0.99992813   -0 50 54.1
 AA1827;SPC LA S     -   595,403.38  2,744,485.40   sFT  0.99992813   -0 50 54.1
 AA1827;UTM  15      - 3,332,783.755   497,110.660   MT  0.99960010   -0 00 54.2
 AA1827
 AA1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1827!SPC LA S     -   1.00000374  x   0.99992813  =   0.99993187
 AA1827!UTM  15      -   1.00000374  x   0.99960010  =   0.99960384
 AA1827
 AA1827                          SUPERSEDED SURVEY CONTROL
 AA1827
 AA1827  ELLIP H (01/13/95)  -23.70   (m)                       GP(       ) 3 2
 AA1827
 AA1827.Superseded values are not recommended for survey control.
 AA1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1827.See file dsdata.txt to determine how the superseded data were derived.
 AA1827
 AA1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9711132784(NAD 83)
 AA1827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1827_SP_SET: CONCRETE POST
 AA1827_STAMPING: CP 2-2 1990
 AA1827_MARK LOGO: LA-019
 AA1827_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1827+STABILITY: SURFACE MOTION
 AA1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1827+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2003
 AA1827
 AA1827  HISTORY     - Date     Condition        Report By
 AA1827  HISTORY     - 1990     MONUMENTED       VFM
 AA1827  HISTORY     - 20031230 GOOD             USPSQD
 AA1827
 AA1827                          STATION DESCRIPTION
 AA1827
 AA1827'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1827'STATION IS LOCATED 3 MILES (4.8 KM) EAST OF THE COMMUNITY OF HOLMWOOD,
 AA1827'LA. TO REACH FROM THE INTERSECTION OF LA. HIGHWAY 14 AND LA. HIGHWAY
 AA1827'27 AT HOLMWOOD, LA., GO EAST ON HIGHWAY 14 FOR 3.0 MILES (4.8 KM) TO
 AA1827'INTERSECTION WITH FRUGE ROAD AND MARK IN NORTHEAST QUADRANT OF THE
 AA1827'INTERSECTION. STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC
 AA1827'PROJECT CAP SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND
 AA1827'ATTACHED TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED CP 2-2 1990. IT IS
 AA1827'5 FEET (1.5 M) FROM THE FENCE CORNER, 37.8 FT. NORTH OF THE CENTERLINE
 AA1827'OF HIGHWAY 14, 33.3 FT. EAST OF THE CENTERLINE OF FRUGE FOAD, 6.2 FT.
 AA1827'SOUTHEAST OF A LEANING USCGS BENCHMARK WHOSE DESIGNATION IS
 AA1827'UNIDENTIFIABLE, 4 FT. SOUTH OF FENCE LINE.
 AA1827
 AA1827                          STATION RECOVERY (2003)
 AA1827
 AA1827'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1828 ***********************************************************************
 AA1828  DESIGNATION -  CP 2 3
 AA1828  PID         -  AA1828
 AA1828  STATE/COUNTY-  LA/CALCASIEU
 AA1828  USGS QUAD   -  HAYES (1984)
 AA1828
 AA1828                         *CURRENT SURVEY CONTROL
 AA1828  ___________________________________________________________________
 AA1828* NAD 83(1992)-  30 07 27.99283(N)    092 57 45.80413(W)     ADJUSTED  
 AA1828* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AA1828  **This station is located in a subsidence area (see below).
 AA1828  ___________________________________________________________________
 AA1828  X           -    -285,376.493 (meters)                     COMP
 AA1828  Y           -  -5,513,944.683 (meters)                     COMP
 AA1828  Z           -   3,182,300.420 (meters)                     COMP
 AA1828  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA1828  ELLIP HEIGHT-         -24.97  (meters)          (02/20/02) GPS OBS
 AA1828  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AA1828
 AA1828  HORZ ORDER  -  FIRST
 AA1828  ELLP ORDER  -  FOURTH    CLASS I
 AA1828
 AA1828.The horizontal coordinates were established by GPS observations
 AA1828.and adjusted by the National Geodetic Survey in January 1995..
 AA1828
 AA1828 ** The orthometric height has not been validated since last determined
 AA1828 ** by differential leveling and should not be used for control purposes.
 AA1828 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1828 ** area with valid NAVD 88 orthometric heights.
 AA1828 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1828 ** epoch indicated which incorporates improved geoid heights for the
 AA1828 ** Southern Louisiana Subsidence area.
 AA1828 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1828.The orthometric height was determined by GPS observations and a
 AA1828.high-resolution geoid model.
 AA1828
 AA1828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1828
 AA1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1828
 AA1828.The ellipsoidal height was determined by GPS observations
 AA1828.and is referenced to NAD 83.
 AA1828
 AA1828.The geoid height was determined by GEOID03.
 AA1828
 AA1828;                    North         East     Units Scale Factor Converg.
 AA1828;SPC LA S     -   181,176.531   842,999.323   MT  0.99992806   -0 48 53.0
 AA1828;SPC LA S     -   594,410.00  2,765,740.28   sFT  0.99992806   -0 48 53.0
 AA1828;UTM  15      - 3,332,575.301   503,590.751   MT  0.99960016   +0 01 07.4
 AA1828
 AA1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1828!SPC LA S     -   1.00000392  x   0.99992806  =   0.99993198
 AA1828!UTM  15      -   1.00000392  x   0.99960016  =   0.99960408
 AA1828
 AA1828                          SUPERSEDED SURVEY CONTROL
 AA1828
 AA1828  ELLIP H (01/13/95)  -24.87   (m)                       GP(       ) 3 2
 AA1828
 AA1828.Superseded values are not recommended for survey control.
 AA1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1828.See file dsdata.txt to determine how the superseded data were derived.
 AA1828
 AA1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0359132575(NAD 83)
 AA1828_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1828_SP_SET: CONCRETE POST
 AA1828_STAMPING: CP 2-3 1990
 AA1828_MARK LOGO: LA-019
 AA1828_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1828+STABILITY: SURFACE MOTION
 AA1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1828+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AA1828
 AA1828  HISTORY     - Date     Condition        Report By
 AA1828  HISTORY     - 1990     MONUMENTED       VFM
 AA1828  HISTORY     - 20050120 GOOD             USPSQD
 AA1828
 AA1828                          STATION DESCRIPTION
 AA1828
 AA1828'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1828'STATION IS LOCATED APPROXIMATELY 1 MILE (1.6 KM) NORTH OF THE TOWN OF
 AA1828'BELL CITY, LA. TO REACH FROM THE INTERSECTION OF LA. HIGHWAY 14 AND
 AA1828'HIGHWAY 101 JUST WEST OF HAYES, LA., GO WEST ON HIGHWAY 14 FOR 3.1
 AA1828'MILES (5.0 KM) TO PAVED ROAD ON RIGHT AT FIRST CURVE IN HIGHWAY JUST
 AA1828'NORTH OF BELL CITY, LA. MARK IS IN TRIANGLE OF LAND FORMED BY THE
 AA1828'INTERSECTION ON NORTH SIDE. STATION MARK IS AN ALUMINUM, CALCASIEU
 AA1828'PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH CYLINDRICAL
 AA1828'CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED
 AA1828'CP 2-3 1990. IT IS 12.9 FT. EAST OF LA. DEPT. OF HIGHWAYS CONCRETE
 AA1828'POST PROJECTING 2 FT. ABOVE GROUND, 17.2 FT. EAST OF AN INDEPENDENT
 AA1828'TELEPHONE SYSTEM WARNING SIGN FOR AN UNDERGROUND CABLE, 29.3 FT. WEST
 AA1828'OF ANOTHER LDH CONCRETE POST PROJECTING 2 FT. ABOVE GROUND, 84.2 FT.
 AA1828'NORTH OF STOP SIGN, ON HIGHWAY RIGHT-OF-WAY JUST SOUTH OF CUT LAWN. IT
 AA1828'IS 0.2 MILES (0.3 KM) NORTH OF STATION 10V48 (LDH).
 AA1828
 AA1828                          STATION RECOVERY (2005)
 AA1828
 AA1828'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 AA1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1829 ***********************************************************************
 AA1829  DESIGNATION -  CP 2 4
 AA1829  PID         -  AA1829
 AA1829  STATE/COUNTY-  LA/CALCASIEU
 AA1829  USGS QUAD   -  HAYES (1984)
 AA1829
 AA1829                         *CURRENT SURVEY CONTROL
 AA1829  ___________________________________________________________________
 AA1829* NAD 83(1992)-  30 04 56.54684(N)    092 54 41.49730(W)     ADJUSTED  
 AA1829* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AA1829  **This station is located in a subsidence area (see below).
 AA1829  ___________________________________________________________________
 AA1829  X           -    -280,568.206 (meters)                     COMP
 AA1829  Y           -  -5,516,532.976 (meters)                     COMP
 AA1829  Z           -   3,178,265.704 (meters)                     COMP
 AA1829  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA1829  ELLIP HEIGHT-         -25.53  (meters)          (02/20/02) GPS OBS
 AA1829  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AA1829
 AA1829  HORZ ORDER  -  FIRST
 AA1829  ELLP ORDER  -  FOURTH    CLASS I
 AA1829
 AA1829.The horizontal coordinates were established by GPS observations
 AA1829.and adjusted by the National Geodetic Survey in January 1995..
 AA1829
 AA1829 ** The orthometric height has not been validated since last determined
 AA1829 ** by differential leveling and should not be used for control purposes.
 AA1829 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1829 ** area with valid NAVD 88 orthometric heights.
 AA1829 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1829 ** epoch indicated which incorporates improved geoid heights for the
 AA1829 ** Southern Louisiana Subsidence area.
 AA1829 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1829.The orthometric height was determined by GPS observations and a
 AA1829.high-resolution geoid model.
 AA1829
 AA1829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1829
 AA1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1829
 AA1829.The ellipsoidal height was determined by GPS observations
 AA1829.and is referenced to NAD 83.
 AA1829
 AA1829.The geoid height was determined by GEOID03.
 AA1829
 AA1829;                    North         East     Units Scale Factor Converg.
 AA1829;SPC LA S     -   176,444.818   847,867.833   MT  0.99992675   -0 47 20.8
 AA1829;SPC LA S     -   578,886.04  2,781,713.05   sFT  0.99992675   -0 47 20.8
 AA1829;UTM  15      - 3,327,916.429   508,525.959   MT  0.99960090   +0 02 39.6
 AA1829
 AA1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1829!SPC LA S     -   1.00000401  x   0.99992675  =   0.99993076
 AA1829!UTM  15      -   1.00000401  x   0.99960090  =   0.99960491
 AA1829
 AA1829                          SUPERSEDED SURVEY CONTROL
 AA1829
 AA1829  ELLIP H (01/13/95)  -25.43   (m)                       GP(       ) 3 2
 AA1829
 AA1829.Superseded values are not recommended for survey control.
 AA1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1829.See file dsdata.txt to determine how the superseded data were derived.
 AA1829
 AA1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0852627916(NAD 83)
 AA1829_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1829_SP_SET: CONCRETE POST
 AA1829_STAMPING: CP 2-4 1990
 AA1829_MARK LOGO: LA-019
 AA1829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1829+STABILITY: SURFACE MOTION
 AA1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1829+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AA1829
 AA1829  HISTORY     - Date     Condition        Report By
 AA1829  HISTORY     - 1990     MONUMENTED       VFM
 AA1829  HISTORY     - 20031230 GOOD             USPSQD
 AA1829  HISTORY     - 20050120 GOOD             USPSQD
 AA1829
 AA1829                          STATION DESCRIPTION
 AA1829
 AA1829'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1829'STATION IS LOCATED 1.9 MILES (3.1 KM) SOUTHSOUTHEAST OF THE COMMUNITY
 AA1829'OF HAYES, LA. AT THE JEFFERSON DAVIS PARISH-CALCASIEU PARISH LINE. TO
 AA1829'REACH FROM THE INTERSECTION OF LA. HIGHWAY 14 AND LA. HIGHWAY 101 JUST
 AA1829'WEST OF HAYES, LA., GO EAST AND SOUTH ON LA. HIGHWAY 14 FOR 2.85 MILES
 AA1829'(4.59 KM) TO THE JEFFERSON DAVIS-CALCASIEU PARISH LINE AND MARK ON
 AA1829'LEFT. STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP
 AA1829'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND ATTACHED TO
 AA1829'A 3.5 FT. LENGTH OF REBAR, AND STAMPED CP 2-4 1990. IT IS 1 FT. WEST
 AA1829'OF SOUTH WARD LINE ROAD SIGN, 61.4 FT. EAST-NORTHEAST OF THE JEFFERSON
 AA1829'DAVIS PARISH SIGN, 46 FT. SOUTH OF THE STOP SIGN FOR SOUTH WARD LINE
 AA1829'ROAD, 33.9 FT. EAST OF THE CENTERLINE OF HIGHWAY 14, AND 30 FT. SOUTH
 AA1829'OF THE CENTERLINE OF SOUTH WARD LINE ROAD.
 AA1829
 AA1829                          STATION RECOVERY (2003)
 AA1829
 AA1829'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA1829'RECOVERED IN GOOD CONDITION.
 AA1829
 AA1829                          STATION RECOVERY (2005)
 AA1829
 AA1829'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 AA1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1830 ***********************************************************************
 AA1830  DESIGNATION -  CP 2 5
 AA1830  PID         -  AA1830
 AA1830  STATE/COUNTY-  LA/CALCASIEU
 AA1830  USGS QUAD   -  LAKE CHARLES SE (1975)
 AA1830
 AA1830                         *CURRENT SURVEY CONTROL
 AA1830  ___________________________________________________________________
 AA1830* NAD 83(1992)-  30 02 27.98626(N)    093 04 48.99663(W)     ADJUSTED  
 AA1830* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AA1830  **This station is located in a subsidence area (see below).
 AA1830  ___________________________________________________________________
 AA1830  X           -    -296,937.653 (meters)                     COMP
 AA1830  Y           -  -5,517,971.661 (meters)                     COMP
 AA1830  Z           -   3,174,306.907 (meters)                     COMP
 AA1830  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AA1830  ELLIP HEIGHT-         -24.70  (meters)          (02/20/02) GPS OBS
 AA1830  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AA1830
 AA1830  HORZ ORDER  -  FIRST
 AA1830  ELLP ORDER  -  FOURTH    CLASS I
 AA1830
 AA1830.The horizontal coordinates were established by GPS observations
 AA1830.and adjusted by the National Geodetic Survey in January 1995..
 AA1830
 AA1830 ** The orthometric height has not been validated since last determined
 AA1830 ** by differential leveling and should not be used for control purposes.
 AA1830 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1830 ** area with valid NAVD 88 orthometric heights.
 AA1830 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1830 ** epoch indicated which incorporates improved geoid heights for the
 AA1830 ** Southern Louisiana Subsidence area.
 AA1830 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1830.The orthometric height was determined by GPS observations and a
 AA1830.high-resolution geoid model.
 AA1830
 AA1830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1830
 AA1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1830
 AA1830.The ellipsoidal height was determined by GPS observations
 AA1830.and is referenced to NAD 83.
 AA1830
 AA1830.The geoid height was determined by GEOID03.
 AA1830
 AA1830;                    North         East     Units Scale Factor Converg.
 AA1830;SPC LA S     -   172,107.131   831,532.427   MT  0.99992599   -0 52 24.6
 AA1830;SPC LA S     -   564,654.81  2,728,119.30   sFT  0.99992599   -0 52 24.6
 AA1830;UTM  15      - 3,323,343.102   492,260.676   MT  0.99960074   -0 02 24.7
 AA1830
 AA1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1830!SPC LA S     -   1.00000388  x   0.99992599  =   0.99992987
 AA1830!UTM  15      -   1.00000388  x   0.99960074  =   0.99960462
 AA1830
 AA1830                          SUPERSEDED SURVEY CONTROL
 AA1830
 AA1830  ELLIP H (01/13/95)  -24.58   (m)                       GP(       ) 3 2
 AA1830
 AA1830.Superseded values are not recommended for survey control.
 AA1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1830.See file dsdata.txt to determine how the superseded data were derived.
 AA1830
 AA1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9226123343(NAD 83)
 AA1830_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1830_SP_SET: CONCRETE POST
 AA1830_STAMPING: CP 2-5 1990
 AA1830_MARK LOGO: LA-019
 AA1830_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1830+STABILITY: SURFACE MOTION
 AA1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1830+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AA1830
 AA1830  HISTORY     - Date     Condition        Report By
 AA1830  HISTORY     - 1990     MONUMENTED       VFM
 AA1830  HISTORY     - 20050120 GOOD             USPSQD
 AA1830
 AA1830                          STATION DESCRIPTION
 AA1830
 AA1830'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1830'STATION IS LOCATED 13.5 MILES (21.7 KM) SOUTHEAST OF LAKE CHARLES, LA.
 AA1830'TO REACH FROM THE INTERSECTION OF LA. HIGHWAY 14 AND LA. HIGHWAY 27 AT
 AA1830'HOLMWOOD, LA., GO SOUTH ON HIGHWAY 27 FOR 5.7 MILES (9.2 KM) TO OXY
 AA1830'U.S.A., INC. UNLOADING STATION AND MARK ON RIGHT. STATION MARK IS AN
 AA1830'ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH
 AA1830'CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR,
 AA1830'AND STAMPED CP 2-5 1990. IT IS 17.4 FT. SOUTH OF THE HURRICANE FENCE
 AA1830'CORNER OF THE SWEET LAKE BOOSTERS AND LOADING STATION FOR OXY
 AA1830'CHEMICAL, 27.0 FT. NORTH OF A POWER POLE, 3 FT. EAST OF THE FENCE,
 AA1830'48.9 FT. WEST OF THE CENTERLINE OF STATE HIGHWAY 27.
 AA1830
 AA1830                          STATION RECOVERY (2005)
 AA1830
 AA1830'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 AA1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1831 ***********************************************************************
 AA1831  DESIGNATION -  CP 3 1
 AA1831  PID         -  AA1831
 AA1831  STATE/COUNTY-  LA/CALCASIEU
 AA1831  USGS QUAD   -  LAKE CHARLES (1994)
 AA1831
 AA1831                         *CURRENT SURVEY CONTROL
 AA1831  ___________________________________________________________________
 AA1831* NAD 83(1992)-  30 09 29.73697(N)    093 07 44.50594(W)     ADJUSTED  
 AA1831* NAVD 88     -         4.5  **(meters)      15.   **(feet)  GPS OBS   
 AA1831  **This station is located in a subsidence area (see below).
 AA1831  ___________________________________________________________________
 AA1831  X           -    -301,277.326 (meters)                     COMP
 AA1831  Y           -  -5,511,215.297 (meters)                     COMP
 AA1831  Z           -   3,185,543.434 (meters)                     COMP
 AA1831  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA1831  ELLIP HEIGHT-         -22.89  (meters)          (02/20/02) GPS OBS
 AA1831  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA1831
 AA1831  HORZ ORDER  -  FIRST
 AA1831  ELLP ORDER  -  FOURTH    CLASS I
 AA1831
 AA1831.The horizontal coordinates were established by GPS observations
 AA1831.and adjusted by the National Geodetic Survey in January 1995..
 AA1831
 AA1831 ** The orthometric height has not been validated since last determined
 AA1831 ** by differential leveling and should not be used for control purposes.
 AA1831 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1831 ** area with valid NAVD 88 orthometric heights.
 AA1831 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1831 ** epoch indicated which incorporates improved geoid heights for the
 AA1831 ** Southern Louisiana Subsidence area.
 AA1831 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1831.The orthometric height was determined by GPS observations and a
 AA1831.high-resolution geoid model.
 AA1831
 AA1831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1831
 AA1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1831
 AA1831.The ellipsoidal height was determined by GPS observations
 AA1831.and is referenced to NAD 83.
 AA1831
 AA1831.The geoid height was determined by GEOID03.
 AA1831
 AA1831;                    North         East     Units Scale Factor Converg.
 AA1831;SPC LA S     -   185,164.160   827,034.813   MT  0.99992950   -0 53 52.3
 AA1831;SPC LA S     -   607,492.75  2,713,363.38   sFT  0.99992950   -0 53 52.3
 AA1831;UTM  15      - 3,336,329.112   487,575.199   MT  0.99960190   -0 03 53.4
 AA1831
 AA1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1831!SPC LA S     -   1.00000359  x   0.99992950  =   0.99993309
 AA1831!UTM  15      -   1.00000359  x   0.99960190  =   0.99960549
 AA1831
 AA1831                          SUPERSEDED SURVEY CONTROL
 AA1831
 AA1831  ELLIP H (01/13/95)  -22.79   (m)                       GP(       ) 3 2
 AA1831
 AA1831.Superseded values are not recommended for survey control.
 AA1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1831.See file dsdata.txt to determine how the superseded data were derived.
 AA1831
 AA1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8757536329(NAD 83)
 AA1831_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1831_SP_SET: CONCRETE POST
 AA1831_STAMPING: CP 3-1 1990
 AA1831_MARK LOGO: LA-019
 AA1831_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1831+STABILITY: SURFACE MOTION
 AA1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1831+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 AA1831
 AA1831  HISTORY     - Date     Condition        Report By
 AA1831  HISTORY     - 1990     MONUMENTED       VFM
 AA1831  HISTORY     - 20040302 GOOD             WEBBES
 AA1831
 AA1831                          STATION DESCRIPTION
 AA1831
 AA1831'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1831'STATION IS LOCATED APPROXIMATELY 6 MILES (9.7 KM) EAST SOUTHEAST OF
 AA1831'LAKE CHARLES, LA. TO REACH FROM THE INTERSECTION OF LA. HIGHWAY 14 AND
 AA1831'LA. HIGHWAY 27 AT HOLMWOOD, LA., GO NORTH AND WEST ON HIGHWAY 14 FOR
 AA1831'5.0 MILES (8.0 KM) TO INTERSECTION WITH LA. HIGHWAY 397 AND MARK ON
 AA1831'RIGHT IN NORTHWEST QUADRANT OF INTERSECTION. STATION MARK IS AN
 AA1831'ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH
 AA1831'CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR,
 AA1831'AND STAMPED CP 3-1 1990. IT IS 1 FT. SOUTHEAST OF THE FENCELINE, 4.0
 AA1831'FT. SOUTHWEST OF A LA. DEPT. OF HIGHWAYS CONCRETE POST PROJECTING 2
 AA1831'FT. ABOVE GROUND, 64.0 FT. WEST OF THE CENTERLINE OF LA. HIGHWAY 397,
 AA1831'80.0 FT. NORTH OF THE CENTERLINE OF LA. HIGHWAY 14.
 AA1831
 AA1831                          STATION RECOVERY (2004)
 AA1831
 AA1831'RECOVERY NOTE BY WEBB ENGINEERING AND SURVEYING 2004 (JRW)
 AA1831'RECOVERED WITH 1990 DESCRIPTION.
 AA1831' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1832 ***********************************************************************
 AA1832  DESIGNATION -  CP 3 2
 AA1832  PID         -  AA1832
 AA1832  STATE/COUNTY-  LA/CALCASIEU
 AA1832  USGS QUAD   -  LAKE CHARLES SW (1975)
 AA1832
 AA1832                         *CURRENT SURVEY CONTROL
 AA1832  ___________________________________________________________________
 AA1832* NAD 83(1992)-  30 04 52.85461(N)    093 10 58.80106(W)     ADJUSTED  
 AA1832* NAVD 88     -         3.2  **(meters)      10.   **(feet)  GPS OBS   
 AA1832  **This station is located in a subsidence area (see below).
 AA1832  ___________________________________________________________________
 AA1832  X           -    -306,706.087 (meters)                     COMP
 AA1832  Y           -  -5,515,199.790 (meters)                     COMP
 AA1832  Z           -   3,178,168.016 (meters)                     COMP
 AA1832  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AA1832  ELLIP HEIGHT-         -24.15  (meters)          (02/20/02) GPS OBS
 AA1832  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AA1832
 AA1832  HORZ ORDER  -  FIRST
 AA1832  ELLP ORDER  -  FOURTH    CLASS I
 AA1832
 AA1832.The horizontal coordinates were established by GPS observations
 AA1832.and adjusted by the National Geodetic Survey in January 1995..
 AA1832
 AA1832 ** The orthometric height has not been validated since last determined
 AA1832 ** by differential leveling and should not be used for control purposes.
 AA1832 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1832 ** area with valid NAVD 88 orthometric heights.
 AA1832 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1832 ** epoch indicated which incorporates improved geoid heights for the
 AA1832 ** Southern Louisiana Subsidence area.
 AA1832 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1832.The orthometric height was determined by GPS observations and a
 AA1832.high-resolution geoid model.
 AA1832
 AA1832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1832
 AA1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1832
 AA1832.The ellipsoidal height was determined by GPS observations
 AA1832.and is referenced to NAD 83.
 AA1832
 AA1832.The geoid height was determined by GEOID03.
 AA1832
 AA1832;                    North         East     Units Scale Factor Converg.
 AA1832;SPC LA S     -   176,722.562   821,699.062   MT  0.99992673   -0 55 29.5
 AA1832;SPC LA S     -   579,797.27  2,695,857.67   sFT  0.99992673   -0 55 29.5
 AA1832;UTM  15      - 3,327,813.598   482,364.443   MT  0.99960384   -0 05 30.2
 AA1832
 AA1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1832!SPC LA S     -   1.00000379  x   0.99992673  =   0.99993052
 AA1832!UTM  15      -   1.00000379  x   0.99960384  =   0.99960763
 AA1832
 AA1832                          SUPERSEDED SURVEY CONTROL
 AA1832
 AA1832  ELLIP H (01/13/95)  -24.02   (m)                       GP(       ) 3 2
 AA1832
 AA1832.Superseded values are not recommended for survey control.
 AA1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1832.See file dsdata.txt to determine how the superseded data were derived.
 AA1832
 AA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8236427814(NAD 83)
 AA1832_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1832_SP_SET: CONCRETE POST
 AA1832_STAMPING: CP 3-2 1990
 AA1832_MARK LOGO: LA-019
 AA1832_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1832+STABILITY: SURFACE MOTION
 AA1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1832+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AA1832
 AA1832  HISTORY     - Date     Condition        Report By
 AA1832  HISTORY     - 1990     MONUMENTED       VFM
 AA1832  HISTORY     - 20060623 GOOD             LA-019
 AA1832
 AA1832                          STATION DESCRIPTION
 AA1832
 AA1832'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1832'STATION IS LOCATED 8.5 MILES (13.7 KM) SOUTH-SOUTHEAST OF LAKE
 AA1832'CHARLES, LA. TO REACH FROM THE INTERSECTION OF I-210 AND LAKE STREET
 AA1832'IN LAKE CHARLES, LA., GO SOUTH ON LAKE STREET FOR 4.0 MILES (6.4 KM)
 AA1832'TO INTERSECTION WITH HIGHWAY 3092 ON LEFT. TURN LEFT AND GO 1.0 MILE
 AA1832'(1.6 KM) TO INTERSECTION WITH LA. HIGHWAY 385. TURN RIGHT AND GO SOUTH
 AA1832'ON HIGHWAY 385 FOR 4.0 MILES (6.4 KM) TO FRIESEN ROAD. TURN LEFT ON
 AA1832'FRIESEN ROAD AND GO 1.85 MILES (2.98 KM) TO GRAIN BINS ON RIGHT AND
 AA1832'MARK. STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP
 AA1832'SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND ATTACHED TO A
 AA1832'3.5 FT. LENGTH OF REBAR, AND STAMPED CP 3-2 1990. IT IS 31 FT. SOUTH
 AA1832'OF THE CENTERLINE OF FRIESEN ROAD, 35 FT. EAST OF THE CENTERLINE OF
 AA1832'THE EAST END OF A CIRCULAR GRAVEL DRIVE, 2 FT. SOUTHWEST OF THE FENCE
 AA1832'CORNER, AND 14.9 FT. NORTH OF A POWER POLE.
 AA1832
 AA1832                          STATION RECOVERY (2006)
 AA1832
 AA1832'RECOVERY NOTE BY CALCASIEU PARISH LOUISIANA 2006 (AM)
 AA1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1833 ***********************************************************************
 AA1833  DESIGNATION -  CP 3 5
 AA1833  PID         -  AA1833
 AA1833  STATE/COUNTY-  LA/CALCASIEU
 AA1833  USGS QUAD   -  LAKE CHARLES SW (1975)
 AA1833
 AA1833                         *CURRENT SURVEY CONTROL
 AA1833  ___________________________________________________________________
 AA1833* NAD 83(1992)-  30 03 07.23797(N)    093 12 46.30784(W)     ADJUSTED  
 AA1833* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AA1833  **This station is located in a subsidence area (see below).
 AA1833  ___________________________________________________________________
 AA1833  X           -    -309,671.862 (meters)                     COMP
 AA1833  Y           -  -5,516,664.809 (meters)                     COMP
 AA1833  Z           -   3,175,352.727 (meters)                     COMP
 AA1833  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AA1833  ELLIP HEIGHT-         -25.53  (meters)          (02/20/02) GPS OBS
 AA1833  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AA1833
 AA1833  HORZ ORDER  -  FIRST
 AA1833  ELLP ORDER  -  FOURTH    CLASS I
 AA1833
 AA1833.The horizontal coordinates were established by GPS observations
 AA1833.and adjusted by the National Geodetic Survey in January 1995..
 AA1833
 AA1833 ** The orthometric height has not been validated since last determined
 AA1833 ** by differential leveling and should not be used for control purposes.
 AA1833 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1833 ** area with valid NAVD 88 orthometric heights.
 AA1833 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1833 ** epoch indicated which incorporates improved geoid heights for the
 AA1833 ** Southern Louisiana Subsidence area.
 AA1833 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1833.The orthometric height was determined by GPS observations and a
 AA1833.high-resolution geoid model.
 AA1833
 AA1833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1833
 AA1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1833
 AA1833.The ellipsoidal height was determined by GPS observations
 AA1833.and is referenced to NAD 83.
 AA1833
 AA1833.The geoid height was determined by GEOID03.
 AA1833
 AA1833;                    North         East     Units Scale Factor Converg.
 AA1833;SPC LA S     -   173,517.864   818,767.300   MT  0.99992614   -0 56 23.2
 AA1833;SPC LA S     -   569,283.19  2,686,239.05   sFT  0.99992614   -0 56 23.2
 AA1833;UTM  15      - 3,324,567.654   479,480.519   MT  0.99960519   -0 06 23.8
 AA1833
 AA1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1833!SPC LA S     -   1.00000401  x   0.99992614  =   0.99993015
 AA1833!UTM  15      -   1.00000401  x   0.99960519  =   0.99960920
 AA1833
 AA1833                          SUPERSEDED SURVEY CONTROL
 AA1833
 AA1833  ELLIP H (01/13/95)  -25.40   (m)                       GP(       ) 3 2
 AA1833
 AA1833.Superseded values are not recommended for survey control.
 AA1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1833.See file dsdata.txt to determine how the superseded data were derived.
 AA1833
 AA1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7948124568(NAD 83)
 AA1833_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1833_SP_SET: CONCRETE POST
 AA1833_STAMPING: CP 3-5 1990
 AA1833_MARK LOGO: LA-019
 AA1833_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1833+STABILITY: SURFACE MOTION
 AA1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1833+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1833
 AA1833  HISTORY     - Date     Condition        Report By
 AA1833  HISTORY     - 1990     MONUMENTED       VFM
 AA1833  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 AA1833
 AA1833                          STATION DESCRIPTION
 AA1833
 AA1833'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1833'STATION IS LOCATED 10.5 MILES (16.9 KM) SOUTH OF LAKE CHARLES, LA. AT
 AA1833'THE CALCASIEU-CAMERON PARISH LINE. TO REACH FROM THE INTERSECTION OF
 AA1833'I-210 AND LAKE STREET IN LAKE CHARLES, LA., GO SOUTH ON LAKE STREET
 AA1833'FOR 4.0 MILES (6.4 KM) TO INTERSECTION WITH HIGHWAY 3092 ON LEFT. TURN
 AA1833'LEFT AND GO 1.0 MILE (1.6 KM) TO INTERSECTION WITH LA. HIGHWAY 385.
 AA1833'TURN RIGHT AND GO 6.0 MILES (9.7 KM) TO CALCASIEU-CAMERON PARISH LINE
 AA1833'AND MARK IN NORTHEAST QUADRANT OF INTERSECTION. STATION MARK IS AN
 AA1833'ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH
 AA1833'CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR
 AA1833'AND STAMPED CP 3-5 1990. IT IS 60 FT. SOUTHWEST OF THE FENCELINE, 22.0
 AA1833'FT. NORTHEAST OF A CONCRETE STREET SIGN WHICH PROJECTS ABOUT 4 FT.
 AA1833'ABOVE THE GROUND, 56 FT. EAST OF THE CENTERLINE OF THE OF HIGHWAY 385,
 AA1833'AND 47 FT. NORTH OF THE CENTERLINE OF CAL-CAM-WARDLINE ROAD.
 AA1833
 AA1833                          STATION RECOVERY (2002)
 AA1833
 AA1833'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 AA1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1834 ***********************************************************************
 AA1834  DESIGNATION -  CP 4 1
 AA1834  PID         -  AA1834
 AA1834  STATE/COUNTY-  LA/CALCASIEU
 AA1834  USGS QUAD   -  BRIMSTONE (1975)
 AA1834
 AA1834                         *CURRENT SURVEY CONTROL
 AA1834  ___________________________________________________________________
 AA1834* NAD 83(1992)-  30 17 08.51203(N)    093 26 16.83743(W)     ADJUSTED  
 AA1834* NAVD 88     -         5.3  **(meters)      17.   **(feet)  GPS OBS   
 AA1834  **This station is located in a subsidence area (see below).
 AA1834  ___________________________________________________________________
 AA1834  X           -    -330,566.930 (meters)                     COMP
 AA1834  Y           -  -5,502,412.939 (meters)                     COMP
 AA1834  Z           -   3,197,750.839 (meters)                     COMP
 AA1834  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA1834  ELLIP HEIGHT-         -22.17  (meters)          (02/20/02) GPS OBS
 AA1834  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AA1834
 AA1834  HORZ ORDER  -  FIRST
 AA1834  ELLP ORDER  -  FOURTH    CLASS I
 AA1834
 AA1834.The horizontal coordinates were established by GPS observations
 AA1834.and adjusted by the National Geodetic Survey in January 1995..
 AA1834
 AA1834 ** The orthometric height has not been validated since last determined
 AA1834 ** by differential leveling and should not be used for control purposes.
 AA1834 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1834 ** area with valid NAVD 88 orthometric heights.
 AA1834 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1834 ** epoch indicated which incorporates improved geoid heights for the
 AA1834 ** Southern Louisiana Subsidence area.
 AA1834 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1834.The orthometric height was determined by GPS observations and a
 AA1834.high-resolution geoid model.
 AA1834
 AA1834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1834
 AA1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1834
 AA1834.The ellipsoidal height was determined by GPS observations
 AA1834.and is referenced to NAD 83.
 AA1834
 AA1834.The geoid height was determined by GEOID03.
 AA1834
 AA1834;                    North         East     Units Scale Factor Converg.
 AA1834;SPC LA S     -   199,794.585   797,535.670   MT  0.99993805   -1 03 08.5
 AA1834;SPC LA S     -   655,492.73  2,616,581.61   sFT  0.99993805   -1 03 08.5
 AA1834;UTM  15      - 3,350,524.872   457,876.239   MT  0.99962189   -0 13 15.2
 AA1834
 AA1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1834!SPC LA S     -   1.00000348  x   0.99993805  =   0.99994153
 AA1834!UTM  15      -   1.00000348  x   0.99962189  =   0.99962537
 AA1834
 AA1834                          SUPERSEDED SURVEY CONTROL
 AA1834
 AA1834  ELLIP H (01/13/95)  -22.09   (m)                       GP(       ) 3 2
 AA1834
 AA1834.Superseded values are not recommended for survey control.
 AA1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1834.See file dsdata.txt to determine how the superseded data were derived.
 AA1834
 AA1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5787650525(NAD 83)
 AA1834_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1834_SP_SET: CONCRETE POST
 AA1834_STAMPING: CP 4-1 1990
 AA1834_MARK LOGO: LA-019
 AA1834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1834+STABILITY: SURFACE MOTION
 AA1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1834+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1834
 AA1834  HISTORY     - Date     Condition        Report By
 AA1834  HISTORY     - 1990     MONUMENTED       VFM
 AA1834
 AA1834                          STATION DESCRIPTION
 AA1834
 AA1834'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1834'STATION IS LOCATED APPROXIMATELY 5.8 MILES (9.3 KM) NORTHWEST OF
 AA1834'SULPHUR, LA. TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND LA.
 AA1834'HIGHWAY 27 IN SULPHUR, LA., GO NORTH ON HIGHWAY 27 FOR 3.6 MILES (5.8
 AA1834'KM) TO INTERSECTION WITH LA. HIGHWAY 379. TURN LEFT ONTO HIGHWAY 379
 AA1834'AND GO WEST FOR 4.7 MILES (7.6 KM) TO THE HOME OF P.C. REED AT 3026
 AA1834'HIGHWAY 379 AND MARK ON RIGHT ALONG FENCE LINE. STATION MARK IS AN
 AA1834'ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH
 AA1834'CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR,
 AA1834'AND STAMPED CP 4-1 1990. IT IS 1.4 FT. NORTH OF A FENCE LINE, 31.2 FT.
 AA1834'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 91.1 FT. EAST-NORTHEAST OF
 AA1834'A MAILBOX (RTE. 7, BOX 120), 79.9 FT. WEST OF AN UNDERGROUND CABLE
 AA1834'WARNING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1835 ***********************************************************************
 AA1835  DESIGNATION -  CP 4 3
 AA1835  PID         -  AA1835
 AA1835  STATE/COUNTY-  LA/CALCASIEU
 AA1835  USGS QUAD   -  WESTLAKE (1996)
 AA1835
 AA1835                         *CURRENT SURVEY CONTROL
 AA1835  ___________________________________________________________________
 AA1835* NAD 83(1992)-  30 12 54.75905(N)    093 17 30.23805(W)     ADJUSTED  
 AA1835* NAVD 88     -         4.4  **(meters)      14.   **(feet)  GPS OBS   
 AA1835  **This station is located in a subsidence area (see below).
 AA1835  ___________________________________________________________________
 AA1835  X           -    -316,744.058 (meters)                     COMP
 AA1835  Y           -  -5,507,168.235 (meters)                     COMP
 AA1835  Z           -   3,191,000.506 (meters)                     COMP
 AA1835  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AA1835  ELLIP HEIGHT-         -23.01  (meters)          (02/20/02) GPS OBS
 AA1835  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA1835
 AA1835  HORZ ORDER  -  FIRST
 AA1835  ELLP ORDER  -  FOURTH    CLASS I
 AA1835
 AA1835.The horizontal coordinates were established by GPS observations
 AA1835.and adjusted by the National Geodetic Survey in January 1995..
 AA1835
 AA1835 ** The orthometric height has not been validated since last determined
 AA1835 ** by differential leveling and should not be used for control purposes.
 AA1835 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1835 ** area with valid NAVD 88 orthometric heights.
 AA1835 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1835 ** epoch indicated which incorporates improved geoid heights for the
 AA1835 ** Southern Louisiana Subsidence area.
 AA1835 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1835.The orthometric height was determined by GPS observations and a
 AA1835.high-resolution geoid model.
 AA1835
 AA1835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1835
 AA1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1835
 AA1835.The ellipsoidal height was determined by GPS observations
 AA1835.and is referenced to NAD 83.
 AA1835
 AA1835.The geoid height was determined by GEOID03.
 AA1835
 AA1835;                    North         East     Units Scale Factor Converg.
 AA1835;SPC LA S     -   191,732.810   811,472.234   MT  0.99993271   -0 58 45.2
 AA1835;SPC LA S     -   629,043.39  2,662,305.15   sFT  0.99993271   -0 58 45.2
 AA1835;UTM  15      - 3,342,668.820   471,923.897   MT  0.99960972   -0 08 48.5
 AA1835
 AA1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1835!SPC LA S     -   1.00000361  x   0.99993271  =   0.99993632
 AA1835!UTM  15      -   1.00000361  x   0.99960972  =   0.99961333
 AA1835
 AA1835                          SUPERSEDED SURVEY CONTROL
 AA1835
 AA1835  ELLIP H (01/13/95)  -22.93   (m)                       GP(       ) 3 2
 AA1835
 AA1835.Superseded values are not recommended for survey control.
 AA1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1835.See file dsdata.txt to determine how the superseded data were derived.
 AA1835
 AA1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7192442669(NAD 83)
 AA1835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1835_SETTING: 0 = UNSPECIFIED SETTING
 AA1835_SP_SET: UNSPECIFIED
 AA1835_STAMPING: CP 4-3 1990
 AA1835_MARK LOGO: LA-019
 AA1835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1835+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AA1835
 AA1835  HISTORY     - Date     Condition        Report By
 AA1835  HISTORY     - 1990     MONUMENTED       VFM
 AA1835  HISTORY     - 20021102 GOOD             USPSQD
 AA1835  HISTORY     - 20040122 GOOD             USPSQD
 AA1835  HISTORY     - 20050622 GOOD             USPSQD
 AA1835
 AA1835                          STATION DESCRIPTION
 AA1835
 AA1835'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1835'STATION IS LOCATED ON WESTBANK OF CALCASIEU RIVER ON I-210 JUST WEST
 AA1835'OF LAKE CHARLES, LA. TO REACH FROM THE INTERSECTION OF I-10 AND I-210
 AA1835'GO SOUTH ON I-210 FORAPPROXIMATELY ONE MILE TO THE BEGINNING OF
 AA1835'CONCRETE MEDIAN FOR BRIDGE OVER CALCASIEU RIVER. MARK IS AT EXTREME
 AA1835'NORTH END OF CONCRETE MEDIAN.STATION MARK IS AN ALUMINUM, CALCASIEU
 AA1835'PARISH MPC PROJECT CAP EPOXIED INTO DRILL HOLE IN CONCRETE MEDIAN,
 AA1835'APPROXIMATELY 0.2 FT. ABOVE GROUND SURFACE.
 AA1835
 AA1835                          STATION RECOVERY (2002)
 AA1835
 AA1835'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 AA1835'RECOVERED IN GOOD CONDITION.
 AA1835
 AA1835                          STATION RECOVERY (2004)
 AA1835
 AA1835'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 AA1835'RECOVERED IN GOOD CONDITION.
 AA1835
 AA1835                          STATION RECOVERY (2005)
 AA1835
 AA1835'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 AA1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1836 ***********************************************************************
 AA1836  DESIGNATION -  CP 4 4
 AA1836  PID         -  AA1836
 AA1836  STATE/COUNTY-  LA/CALCASIEU
 AA1836  USGS QUAD   -  SULPHUR (1994)
 AA1836
 AA1836                         *CURRENT SURVEY CONTROL
 AA1836  ___________________________________________________________________
 AA1836* NAD 83(1992)-  30 08 22.34969(N)    093 26 03.92310(W)     ADJUSTED  
 AA1836* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AA1836  **This station is located in a subsidence area (see below).
 AA1836  ___________________________________________________________________
 AA1836  X           -    -330,710.697 (meters)                     COMP
 AA1836  Y           -  -5,510,569.680 (meters)                     COMP
 AA1836  Z           -   3,183,748.034 (meters)                     COMP
 AA1836  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA1836  ELLIP HEIGHT-         -24.99  (meters)          (02/20/02) GPS OBS
 AA1836  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA1836
 AA1836  HORZ ORDER  -  FIRST
 AA1836  ELLP ORDER  -  FOURTH    CLASS I
 AA1836
 AA1836.The horizontal coordinates were established by GPS observations
 AA1836.and adjusted by the National Geodetic Survey in January 1995..
 AA1836
 AA1836 ** The orthometric height has not been validated since last determined
 AA1836 ** by differential leveling and should not be used for control purposes.
 AA1836 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1836 ** area with valid NAVD 88 orthometric heights.
 AA1836 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1836 ** epoch indicated which incorporates improved geoid heights for the
 AA1836 ** Southern Louisiana Subsidence area.
 AA1836 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1836.The orthometric height was determined by GPS observations and a
 AA1836.high-resolution geoid model.
 AA1836
 AA1836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1836
 AA1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1836
 AA1836.The ellipsoidal height was determined by GPS observations
 AA1836.and is referenced to NAD 83.
 AA1836
 AA1836.The geoid height was determined by GEOID03.
 AA1836
 AA1836;                    North         East     Units Scale Factor Converg.
 AA1836;SPC LA S     -   183,589.766   797,583.674   MT  0.99992866   -1 03 02.1
 AA1836;SPC LA S     -   602,327.42  2,616,739.10   sFT  0.99992866   -1 03 02.1
 AA1836;UTM  15      - 3,334,327.500   458,159.442   MT  0.99962160   -0 13 05.3
 AA1836
 AA1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1836!SPC LA S     -   1.00000392  x   0.99992866  =   0.99993258
 AA1836!UTM  15      -   1.00000392  x   0.99962160  =   0.99962552
 AA1836
 AA1836                          SUPERSEDED SURVEY CONTROL
 AA1836
 AA1836  ELLIP H (01/13/95)  -24.90   (m)                       GP(       ) 3 2
 AA1836
 AA1836.Superseded values are not recommended for survey control.
 AA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1836.See file dsdata.txt to determine how the superseded data were derived.
 AA1836
 AA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5815934327(NAD 83)
 AA1836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1836_SP_SET: CONCRETE POST
 AA1836_STAMPING: CP 4-4 1990
 AA1836_MARK LOGO: LA-019
 AA1836_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1836+STABILITY: SURFACE MOTION
 AA1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1836+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1836
 AA1836  HISTORY     - Date     Condition        Report By
 AA1836  HISTORY     - 1990     MONUMENTED       VFM
 AA1836  HISTORY     - 20021102 GOOD             USPSQD
 AA1836  HISTORY     - 20060312 GOOD             USPSQD
 AA1836
 AA1836                          STATION DESCRIPTION
 AA1836
 AA1836'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1836'STATION IS LOCATED APPROXIMATELY 6.5 MILES (10.5 KM) SOUTH-SOUTHEAST
 AA1836'OF SULPHUR, LA. TO REACH FROM THE INTERSECTION OF I-10 AND LA. HIGHWAY
 AA1836'27 IN SULPHUR, LA., GO SOUTH ON HIGHWAY 27 FOR 5.4 MILES (8.7 KM) TO
 AA1836'CROSSROAD. (LA. HIGHWAY 108).  TURN RIGHT AND GO 4.0 MILES (6.4 KM) TO
 AA1836'THE INTERSECTION WITH CHOUPIQUE ROAD AND MARK ON LEFT. MARK IS IN THE
 AA1836'SOUTHEAST QUADRANT OF THE INTERSECTION. STATION MARK IS AN ALUMINUM,
 AA1836'CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH
 AA1836'CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR,
 AA1836'AND STAMPED CP 4-4 1990. IT IS 1.5 FEET (0.5 M) NORTHWEST OF A
 AA1836'FENCELINE, 58.3 FT. SOUTHEAST OF A STOP SIGN, 102.0 FT. SOUTH OF THE
 AA1836'CENTERLINE OF HIGHWAY 108, 55.0 FT. EAST OF THE CENTERLINE OF
 AA1836'CHOUPIQUE ROAD.
 AA1836
 AA1836                          STATION RECOVERY (2002)
 AA1836
 AA1836'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AA1836'RECOVERED IN GOOD CONDITION.
 AA1836
 AA1836                          STATION RECOVERY (2006)
 AA1836
 AA1836'RECOVERY NOTE BY US POWER SQUADRON 2006
 AA1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1837 ***********************************************************************
 AA1837  DESIGNATION -  CP 4 5
 AA1837  PID         -  AA1837
 AA1837  STATE/COUNTY-  LA/CALCASIEU
 AA1837  USGS QUAD   -  BLACK LAKE (1975)
 AA1837
 AA1837                         *CURRENT SURVEY CONTROL
 AA1837  ___________________________________________________________________
 AA1837* NAD 83(1992)-  30 05 47.09291(N)    093 26 02.58403(W)     ADJUSTED  
 AA1837* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AA1837  **This station is located in a subsidence area (see below).
 AA1837  ___________________________________________________________________
 AA1837  X           -    -330,818.565 (meters)                     COMP
 AA1837  Y           -  -5,512,965.578 (meters)                     COMP
 AA1837  Z           -   3,179,612.185 (meters)                     COMP
 AA1837  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA1837  ELLIP HEIGHT-         -25.98  (meters)          (02/20/02) GPS OBS
 AA1837  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AA1837
 AA1837  HORZ ORDER  -  FIRST
 AA1837  ELLP ORDER  -  FOURTH    CLASS I
 AA1837
 AA1837.The horizontal coordinates were established by GPS observations
 AA1837.and adjusted by the National Geodetic Survey in January 1995..
 AA1837
 AA1837 ** The orthometric height has not been validated since last determined
 AA1837 ** by differential leveling and should not be used for control purposes.
 AA1837 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1837 ** area with valid NAVD 88 orthometric heights.
 AA1837 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1837 ** epoch indicated which incorporates improved geoid heights for the
 AA1837 ** Southern Louisiana Subsidence area.
 AA1837 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1837.The orthometric height was determined by GPS observations and a
 AA1837.high-resolution geoid model.
 AA1837
 AA1837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1837
 AA1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1837
 AA1837.The ellipsoidal height was determined by GPS observations
 AA1837.and is referenced to NAD 83.
 AA1837
 AA1837.The geoid height was determined by GEOID03.
 AA1837
 AA1837;                    North         East     Units Scale Factor Converg.
 AA1837;SPC LA S     -   178,809.451   797,531.871   MT  0.99992713   -1 03 01.4
 AA1837;SPC LA S     -   586,644.01  2,616,569.15   sFT  0.99992713   -1 03 01.4
 AA1837;UTM  15      - 3,329,548.401   458,177.100   MT  0.99962158   -0 13 03.6
 AA1837
 AA1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1837!SPC LA S     -   1.00000408  x   0.99992713  =   0.99993121
 AA1837!UTM  15      -   1.00000408  x   0.99962158  =   0.99962566
 AA1837
 AA1837                          SUPERSEDED SURVEY CONTROL
 AA1837
 AA1837  ELLIP H (01/13/95)  -25.89   (m)                       GP(       ) 3 2
 AA1837
 AA1837.Superseded values are not recommended for survey control.
 AA1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1837.See file dsdata.txt to determine how the superseded data were derived.
 AA1837
 AA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5817729548(NAD 83)
 AA1837_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1837_SETTING: 0 = UNSPECIFIED SETTING
 AA1837_SP_SET: UNSPECIFIED
 AA1837_STAMPING: CP 4-5 1990
 AA1837_MARK LOGO: LA-019
 AA1837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1837+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 AA1837
 AA1837  HISTORY     - Date     Condition        Report By
 AA1837  HISTORY     - 1990     MONUMENTED       VFM
 AA1837  HISTORY     - 20050115 GOOD             USPSQD
 AA1837
 AA1837                          STATION DESCRIPTION
 AA1837
 AA1837'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1837'STATION IS LOCATED APPROXIMATELY 9.1 MILES (14.6 KM) SOUTH-SOUTHWEST
 AA1837'OF SULPHUR, LA. TO REACH FROM THE INTERSECTION OF I-10 AND LA. HIGHWAY
 AA1837'27 IN SULPHUR, LA., GO SOUTH ON HIGHWAY 27 FOR 9.3 MILES (15.0 KM) TO
 AA1837'ELLIS MOSS ROAD ON RIGHT. TURN RIGHT AND GO 4.9 MILES (7.9 KM) ALONG
 AA1837'ELLIS MOSS ROAD TO BRIDGE AND MARK IN SOUTHEAST CORNER OF BRIDGE.
 AA1837'STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP EPOXIED
 AA1837'INTO DRILL HOLE IN CONCRETE IN THE SOUTHEAST CORNER OF THE BRIDGE, AND
 AA1837'STAMPED CP 4-5 1990. IT IS 4.0 FT. NORTHWEST OF A BRIDGE WARNING
 AA1837'SIGNNEAR SOUTHEAST CORNER OF BRIDGE, 10.6 FT. EAST OF THE CENTERLINE
 AA1837'OF THE ROADWAY, 2.1 FT. WEST OF THE BRIDGE ABUTMENT.
 AA1837
 AA1837                          STATION RECOVERY (2005)
 AA1837
 AA1837'RECOVERY NOTE BY US POWER SQUADRON 2005
 AA1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1838 ***********************************************************************
 AA1838  DESIGNATION -  CP 4 6
 AA1838  PID         -  AA1838
 AA1838  STATE/COUNTY-  LA/CALCASIEU
 AA1838  USGS QUAD   -  MOSS LAKE (1994)
 AA1838
 AA1838                         *CURRENT SURVEY CONTROL
 AA1838  ___________________________________________________________________
 AA1838* NAD 83(1992)-  30 03 55.42576(N)    093 20 56.22364(W)     ADJUSTED  
 AA1838* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AA1838  **This station is located in a subsidence area (see below).
 AA1838  ___________________________________________________________________
 AA1838  X           -    -322,730.653 (meters)                     COMP
 AA1838  Y           -  -5,515,172.248 (meters)                     COMP
 AA1838  Z           -   3,176,637.275 (meters)                     COMP
 AA1838  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AA1838  ELLIP HEIGHT-         -24.97  (meters)          (02/20/02) GPS OBS
 AA1838  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AA1838
 AA1838  HORZ ORDER  -  FIRST
 AA1838  ELLP ORDER  -  FOURTH    CLASS I
 AA1838
 AA1838.The horizontal coordinates were established by GPS observations
 AA1838.and adjusted by the National Geodetic Survey in January 1995..
 AA1838
 AA1838 ** The orthometric height has not been validated since last determined
 AA1838 ** by differential leveling and should not be used for control purposes.
 AA1838 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1838 ** area with valid NAVD 88 orthometric heights.
 AA1838 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1838 ** epoch indicated which incorporates improved geoid heights for the
 AA1838 ** Southern Louisiana Subsidence area.
 AA1838 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1838.The orthometric height was determined by GPS observations and a
 AA1838.high-resolution geoid model.
 AA1838
 AA1838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1838
 AA1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1838
 AA1838.The ellipsoidal height was determined by GPS observations
 AA1838.and is referenced to NAD 83.
 AA1838
 AA1838.The geoid height was determined by GEOID03.
 AA1838
 AA1838;                    North         East     Units Scale Factor Converg.
 AA1838;SPC LA S     -   175,224.380   805,672.517   MT  0.99992638   -1 00 28.2
 AA1838;SPC LA S     -   574,881.99  2,643,277.25   sFT  0.99992638   -1 00 28.2
 AA1838;UTM  15      - 3,326,083.112   466,366.467   MT  0.99961396   -0 10 29.4
 AA1838
 AA1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1838!SPC LA S     -   1.00000392  x   0.99992638  =   0.99993030
 AA1838!UTM  15      -   1.00000392  x   0.99961396  =   0.99961788
 AA1838
 AA1838                          SUPERSEDED SURVEY CONTROL
 AA1838
 AA1838  ELLIP H (01/13/95)  -24.86   (m)                       GP(       ) 3 2
 AA1838
 AA1838.Superseded values are not recommended for survey control.
 AA1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1838.See file dsdata.txt to determine how the superseded data were derived.
 AA1838
 AA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6636626083(NAD 83)
 AA1838_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1838_SETTING: 0 = UNSPECIFIED SETTING
 AA1838_SP_SET: UNSPECIFIED
 AA1838_STAMPING: CP 4-6 1990
 AA1838_MARK LOGO: LA-019
 AA1838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1838+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1838
 AA1838  HISTORY     - Date     Condition        Report By
 AA1838  HISTORY     - 1990     MONUMENTED       VFM
 AA1838  HISTORY     - 20050615 MARK NOT FOUND   USPSQD
 AA1838
 AA1838                          STATION DESCRIPTION
 AA1838
 AA1838'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1838'STATION IS LOCATED APPROXIMATELY 12 MILES (19.3 KM) SOUTH OF THE CITY
 AA1838'OF SULPHUR, LA. AT THE INTRACOASTAL WATERWAY. TO REACH FROM THE
 AA1838'INTERSECTION OF I-10 AND LA. HIGHWAY 27 IN SULPHUR, LA., GO SOUTH ON
 AA1838'HIGHWAY 27 FOR 10.3 MILES (16.6 KM) TO PAVED ROAD ON RIGHT. A SIGN ON
 AA1838'THE RIGHT READS W. CAL PORT. TURN RIGHT ON THIS PAVED ROAD AND GO
 AA1838'STRAIGHT AHEAD FOR 0.6 MILE (1.0 KM) TO STOP SIGN AT GUARD RAIL. MARK
 AA1838'IS 35 FT. SOUTH OF GUARD RAIL. STATION MARK IS AN ALUMINUM, CALCASIEU
 AA1838'PARISH MPC PROJECT CAP EPOXIED INTO DRILL HOLE IN THE CONCRETE FOOTING
 AA1838'FOR AN OLD BRIDGE WHICH NO LONGER EXISTS. THE CAP IS STAMPED CP 4-6
 AA1838'1990. IT IS 56.8 FT. SOUTH OF GUARD RAIL WITH STOP SIGN, 33.1 FT.
 AA1838'NORTH OF THE SOUTHERN EDGE OF THE CONCRETE BRIDGE FOOTING, 1.7 FT.
 AA1838'SOUTH OF THE NORTH END OF THE BRIDGE FOOTING.
 AA1838
 AA1838                          STATION RECOVERY (2005)
 AA1838
 AA1838'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 AA1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1839 ***********************************************************************
 AA1839  DESIGNATION -  CP 5 1
 AA1839  PID         -  AA1839
 AA1839  STATE/COUNTY-  LA/CALCASIEU
 AA1839  USGS QUAD   -  SHOATS CREEK (1982)
 AA1839
 AA1839                         *CURRENT SURVEY CONTROL
 AA1839  ___________________________________________________________________
 AA1839* NAD 83(1992)-  30 22 58.06414(N)    093 40 22.50973(W)     ADJUSTED  
 AA1839* NAVD 88     -         9.8    (meters)      32.     (feet)  GPS OBS   
 AA1839  ___________________________________________________________________
 AA1839  X           -    -352,775.620 (meters)                     COMP
 AA1839  Y           -  -5,495,590.142 (meters)                     COMP
 AA1839  Z           -   3,207,043.501 (meters)                     COMP
 AA1839  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AA1839  ELLIP HEIGHT-         -17.65  (meters)          (02/20/02) GPS OBS
 AA1839  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA1839
 AA1839  HORZ ORDER  -  FIRST
 AA1839  ELLP ORDER  -  FOURTH    CLASS I
 AA1839
 AA1839.The horizontal coordinates were established by GPS observations
 AA1839.and adjusted by the National Geodetic Survey in February 1996..
 AA1839
 AA1839.The orthometric height was determined by GPS observations and a
 AA1839.high-resolution geoid model.
 AA1839
 AA1839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1839
 AA1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1839
 AA1839.The ellipsoidal height was determined by GPS observations
 AA1839.and is referenced to NAD 83.
 AA1839
 AA1839.The geoid height was determined by GEOID03.
 AA1839
 AA1839;                    North         East     Units Scale Factor Converg.
 AA1839;SPC LA S     -   210,994.018   775,160.780   MT  0.99994788   -1 10 11.4
 AA1839;SPC LA S     -   692,236.21  2,543,173.33   sFT  0.99994788   -1 10 11.4
 AA1839;UTM  15      - 3,361,395.469   435,348.285   MT  0.99965156   -0 20 25.3
 AA1839
 AA1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1839!SPC LA S     -   1.00000277  x   0.99994788  =   0.99995065
 AA1839!UTM  15      -   1.00000277  x   0.99965156  =   0.99965433
 AA1839
 AA1839                          SUPERSEDED SURVEY CONTROL
 AA1839
 AA1839  NAD 83(1992)-  30 22 58.06414(N)    093 40 22.50973(W) AD(       ) 1
 AA1839  ELLIP H (01/13/95)  -17.57   (m)                       GP(       ) 3 2
 AA1839
 AA1839.Superseded values are not recommended for survey control.
 AA1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1839.See file dsdata.txt to determine how the superseded data were derived.
 AA1839
 AA1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3534861395(NAD 83)
 AA1839_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1839_SP_SET: CONCRETE POST
 AA1839_STAMPING: CP 5-1 1990
 AA1839_MARK LOGO: LA-019
 AA1839_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1839+STABILITY: SURFACE MOTION
 AA1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1839+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 AA1839
 AA1839  HISTORY     - Date     Condition        Report By
 AA1839  HISTORY     - 1990     MONUMENTED       VFM
 AA1839  HISTORY     - 20050109 GOOD             USPSQD
 AA1839
 AA1839                          STATION DESCRIPTION
 AA1839
 AA1839'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1839'STATION IS LOCATED APPROXIMATELY 14 MILES (22.5 KM) NORTH-NORTHWEST OF
 AA1839'THE TOWN OF VINTON, LA. TO REACH FROM THE INTERSECTION OF LA. HIGHWAY
 AA1839'12 AND LA. HIGHWAY 109 IN STARKS, LA., GO NORTH ON HIGHWAY 109 FOR 4.6
 AA1839'MILES (7.4 KM) TO MARK ON RIGHT, APPROXIMATELY 0.1 MILE (0.2 KM) NORTH
 AA1839'OF BRIDGE. STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC PROJECT
 AA1839'CAP SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST, AND
 AA1839'ATTACHED TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED CP 5-1 1990. IT IS
 AA1839'91.O FT. SOUTH OF A POWER POLE, 1.8 FT. WEST OF FENCELINE, 38.5 FT.
 AA1839'EAST OF THE CENTERLINE OF HIGHWAY 109, AND 25 FT. SOUTH OF A FIELD
 AA1839'ENTRANCE ROAD.
 AA1839
 AA1839                          STATION RECOVERY (2005)
 AA1839
 AA1839'RECOVERY NOTE BY US POWER SQUADRON 2005
 AA1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1840 ***********************************************************************
 AA1840  DESIGNATION -  CP 5 2
 AA1840  PID         -  AA1840
 AA1840  STATE/COUNTY-  LA/CALCASIEU
 AA1840  USGS QUAD   -  LUNITA (1994)
 AA1840
 AA1840                         *CURRENT SURVEY CONTROL
 AA1840  ___________________________________________________________________
 AA1840* NAD 83(1992)-  30 21 21.97822(N)    093 35 28.34086(W)     ADJUSTED  
 AA1840* NAVD 88     -        14.5    (meters)      48.     (feet)  GPS OBS   
 AA1840  ___________________________________________________________________
 AA1840  X           -    -345,031.566 (meters)                     COMP
 AA1840  Y           -  -5,497,584.674 (meters)                     COMP
 AA1840  Z           -   3,204,492.993 (meters)                     COMP
 AA1840  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AA1840  ELLIP HEIGHT-         -12.99  (meters)          (02/20/02) GPS OBS
 AA1840  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AA1840
 AA1840  HORZ ORDER  -  FIRST
 AA1840  ELLP ORDER  -  FOURTH    CLASS I
 AA1840
 AA1840.The horizontal coordinates were established by GPS observations
 AA1840.and adjusted by the National Geodetic Survey in January 1995..
 AA1840
 AA1840.The orthometric height was determined by GPS observations and a
 AA1840.high-resolution geoid model.
 AA1840
 AA1840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1840
 AA1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1840
 AA1840.The ellipsoidal height was determined by GPS observations
 AA1840.and is referenced to NAD 83.
 AA1840
 AA1840.The geoid height was determined by GEOID03.
 AA1840
 AA1840;                    North         East     Units Scale Factor Converg.
 AA1840;SPC LA S     -   207,878.340   782,954.299   MT  0.99994489   -1 07 44.3
 AA1840;SPC LA S     -   682,014.19  2,568,742.56   sFT  0.99994489   -1 07 44.3
 AA1840;UTM  15      - 3,358,393.892   443,183.753   MT  0.99963982   -0 17 55.6
 AA1840
 AA1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1840!SPC LA S     -   1.00000204  x   0.99994489  =   0.99994693
 AA1840!UTM  15      -   1.00000204  x   0.99963982  =   0.99964186
 AA1840
 AA1840                          SUPERSEDED SURVEY CONTROL
 AA1840
 AA1840  ELLIP H (01/13/95)  -12.90   (m)                       GP(       ) 3 2
 AA1840
 AA1840.Superseded values are not recommended for survey control.
 AA1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1840.See file dsdata.txt to determine how the superseded data were derived.
 AA1840
 AA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4318458394(NAD 83)
 AA1840_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1840_SP_SET: CONCRETE POST
 AA1840_STAMPING: CP 5-2 1990
 AA1840_MARK LOGO: LA-019
 AA1840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1840+STABILITY: SURFACE MOTION
 AA1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1840+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 AA1840
 AA1840  HISTORY     - Date     Condition        Report By
 AA1840  HISTORY     - 1990     MONUMENTED       VFM
 AA1840  HISTORY     - 20020506 GOOD             USPSQD
 AA1840  HISTORY     - 20050109 GOOD             USPSQD
 AA1840
 AA1840                          STATION DESCRIPTION
 AA1840
 AA1840'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1840'STATION IS LOCATED APPROXIMATELY 10.6 MILES (17.1 KM) NORTH OF THE
 AA1840'TOWN OF VINTON, LA. TO REACH FROM THE INTERSECTION OF LA. HIGHWAY 12
 AA1840'AND LA. HIGHWAY 109 IN STARKS, LA., GO NORTHEAST ON HIGHWAY 12 FOR 4.9
 AA1840'MILES (7.9 KM) TO INTERSECTION WITH GRAVEL ROAD ON RIGHT. TURN RIGHT
 AA1840'AND GO .O5 TO RAILROAD TRACK (K.C.S.R.R.) AND MARK. MARK IS SOUTHEAST
 AA1840'OF R.R. TRACK. STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC
 AA1840'PROJECT CAP SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST, AND
 AA1840'ATTACHED TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED CP 5-2 1990. IT IS
 AA1840'6.O FT. NORTHWEST OF THE WESTERN EDGE OF A CATTLE GUARD, 19.2 FT.
 AA1840'SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 32.8 FT. SOUTHWEST
 AA1840'OF A RAILROAD CROSSING SIGN ON TH SOUTH SIDE OF THE TRACKS.
 AA1840
 AA1840                          STATION RECOVERY (2002)
 AA1840
 AA1840'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AA1840'RECOVERED IN GOOD CONDITION.
 AA1840
 AA1840                          STATION RECOVERY (2005)
 AA1840
 AA1840'RECOVERY NOTE BY US POWER SQUADRON 2005
 AA1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1841 ***********************************************************************
 AA1841  DESIGNATION -  CP 5 3
 AA1841  PID         -  AA1841
 AA1841  STATE/COUNTY-  LA/CALCASIEU
 AA1841  USGS QUAD   -  LUNITA (1994)
 AA1841
 AA1841                         *CURRENT SURVEY CONTROL
 AA1841  ___________________________________________________________________
 AA1841* NAD 83(1992)-  30 16 54.08224(N)    093 34 02.82613(W)     ADJUSTED  
 AA1841* NAVD 88     -         8.2    (meters)      27.     (feet)  GPS OBS   
 AA1841  ___________________________________________________________________
 AA1841  X           -    -343,011.094 (meters)                     COMP
 AA1841  Y           -  -5,501,878.151 (meters)                     COMP
 AA1841  Z           -   3,197,368.547 (meters)                     COMP
 AA1841  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA1841  ELLIP HEIGHT-         -19.36  (meters)          (02/20/02) GPS OBS
 AA1841  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA1841
 AA1841  HORZ ORDER  -  FIRST
 AA1841  ELLP ORDER  -  FOURTH    CLASS I
 AA1841
 AA1841.The horizontal coordinates were established by GPS observations
 AA1841.and adjusted by the National Geodetic Survey in January 1995..
 AA1841
 AA1841.The orthometric height was determined by GPS observations and a
 AA1841.high-resolution geoid model.
 AA1841
 AA1841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1841
 AA1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1841
 AA1841.The ellipsoidal height was determined by GPS observations
 AA1841.and is referenced to NAD 83.
 AA1841
 AA1841.The geoid height was determined by GEOID03.
 AA1841
 AA1841;                    North         East     Units Scale Factor Converg.
 AA1841;SPC LA S     -   199,586.090   785,076.631   MT  0.99993771   -1 07 01.5
 AA1841;SPC LA S     -   654,808.70  2,575,705.58   sFT  0.99993771   -1 07 01.5
 AA1841;UTM  15      - 3,350,135.779   445,425.383   MT  0.99963674   -0 17 10.1
 AA1841
 AA1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1841!SPC LA S     -   1.00000304  x   0.99993771  =   0.99994075
 AA1841!UTM  15      -   1.00000304  x   0.99963674  =   0.99963978
 AA1841
 AA1841                          SUPERSEDED SURVEY CONTROL
 AA1841
 AA1841  ELLIP H (01/13/95)  -19.27   (m)                       GP(       ) 3 2
 AA1841
 AA1841.Superseded values are not recommended for survey control.
 AA1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1841.See file dsdata.txt to determine how the superseded data were derived.
 AA1841
 AA1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4542550136(NAD 83)
 AA1841_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1841_SP_SET: CONCRETE POST
 AA1841_STAMPING: CP 5-3 1990
 AA1841_MARK LOGO: LA-019
 AA1841_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1841+STABILITY: SURFACE MOTION
 AA1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1841+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 AA1841
 AA1841  HISTORY     - Date     Condition        Report By
 AA1841  HISTORY     - 1990     MONUMENTED       VFM
 AA1841  HISTORY     - 20050109 GOOD             USPSQD
 AA1841
 AA1841                          STATION DESCRIPTION
 AA1841
 AA1841'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1841'STATION IS LOCATED APPROXIMATELY 12 MILES (19.3 KM) WEST-NORTHWEST OF
 AA1841'THE CITY OF SULPHUR, LA. TO REACH FROM THE INTERSECTION OF LA. HIGHWAY
 AA1841'12 AND LA. HIGHWAY 109 IN STARKS, LA., GO SOUTH ON HIGHWAY 109 FOR 0.4
 AA1841'MILE (0.6 KM) TO INTERSECTION WITH STARKS-BIGWOODS ROAD ON LEFT. TURN
 AA1841'LEFT AND GO EAST AND SOUTHEAST FOR 6.4 MILES (10.3 KM) TO A MULTIPLE
 AA1841'ROAD INTERSECTION AND MARK. MARK IS NEAR CENTER OF GRASSY TRIANGLE
 AA1841'FORMED BY INTERSECTIONS. STATION MARK IS AN ALUMINUM, CALCASIEU PARISH
 AA1841'MPC PROJECT CAP SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST
 AA1841'AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED CP 5-3 1990. IT
 AA1841'IS 82.9 FT. SOUTHWEST OF THE SOUTHWESTERN STOP SIGN AT A FOUR-WAY STOP
 AA1841'INTERSECTION, 34.0 FT. NORTH-NORTHWEST OF A REGULAR STOP SIGN, 74.2
 AA1841'FT. SOUTHEAST OF A YIELD SIGN.
 AA1841
 AA1841                          STATION RECOVERY (2005)
 AA1841
 AA1841'RECOVERY NOTE BY US POWER SQUADRON 2005
 AA1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1842 ***********************************************************************
 AA1842  DESIGNATION -  CP 6 1
 AA1842  PID         -  AA1842
 AA1842  STATE/COUNTY-  LA/CALCASIEU
 AA1842  USGS QUAD   -  DE QUINCY (1994)
 AA1842
 AA1842                         *CURRENT SURVEY CONTROL
 AA1842  ___________________________________________________________________
 AA1842* NAD 83(1992)-  30 29 25.54893(N)    093 26 10.66909(W)     ADJUSTED  
 AA1842* NAVD 88     -        26.7    (meters)      88.     (feet)  GPS OBS   
 AA1842  ___________________________________________________________________
 AA1842  X           -    -329,715.331 (meters)                     COMP
 AA1842  Y           -  -5,490,980.909 (meters)                     COMP
 AA1842  Z           -   3,217,340.045 (meters)                     COMP
 AA1842  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA1842  ELLIP HEIGHT-          -0.68  (meters)          (02/20/02) GPS OBS
 AA1842  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AA1842
 AA1842  HORZ ORDER  -  FIRST
 AA1842  ELLP ORDER  -  FOURTH    CLASS I
 AA1842
 AA1842.The horizontal coordinates were established by GPS observations
 AA1842.and adjusted by the National Geodetic Survey in January 1995..
 AA1842
 AA1842.The orthometric height was determined by GPS observations and a
 AA1842.high-resolution geoid model.
 AA1842
 AA1842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1842
 AA1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1842
 AA1842.The ellipsoidal height was determined by GPS observations
 AA1842.and is referenced to NAD 83.
 AA1842
 AA1842.The geoid height was determined by GEOID03.
 AA1842
 AA1842;                    North         East     Units Scale Factor Converg.
 AA1842;SPC LA S     -   222,483.019   798,116.966   MT  0.99996213   -1 03 05.4
 AA1842;SPC LA S     -   729,929.70  2,618,488.75   sFT  0.99996213   -1 03 05.4
 AA1842;UTM  15      - 3,373,211.922   458,128.417   MT  0.99962163   -0 13 17.0
 AA1842
 AA1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1842!SPC LA S     -   1.00000011  x   0.99996213  =   0.99996224
 AA1842!UTM  15      -   1.00000011  x   0.99962163  =   0.99962174
 AA1842
 AA1842                          SUPERSEDED SURVEY CONTROL
 AA1842
 AA1842  ELLIP H (01/13/95)   -0.60   (m)                       GP(       ) 3 2
 AA1842
 AA1842.Superseded values are not recommended for survey control.
 AA1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1842.See file dsdata.txt to determine how the superseded data were derived.
 AA1842
 AA1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5812873212(NAD 83)
 AA1842_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1842_SP_SET: CONCRETE POST
 AA1842_STAMPING: CP 6-1 1990
 AA1842_MARK LOGO: LA-019
 AA1842_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1842+STABILITY: SURFACE MOTION
 AA1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1842+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AA1842
 AA1842  HISTORY     - Date     Condition        Report By
 AA1842  HISTORY     - 1990     MONUMENTED       VFM
 AA1842  HISTORY     - 20021102 GOOD             USPSQD
 AA1842  HISTORY     - 20050206 GOOD             USPSQD
 AA1842
 AA1842                          STATION DESCRIPTION
 AA1842
 AA1842'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1842'STATION IS LOCATED APPROXIMATELY 2.8 MILES (4.5 KM) NORTH OF DOWNTOWN
 AA1842'DEQUINCY, LA., AT THE CALCASIEU PARISH-BEAUREGARD PARISH LINE. TO
 AA1842'REACH FROM THE INTERSECTION OF LA. HIGHWAY 12 AND LA. HIGHWAY 27 IN
 AA1842'DEQUINCY, LA., GO NORTH ON HIGHWAY 27 FOR 2.8 MILES (4.5 KM) TO
 AA1842'CALCASIEU-BEAUREGARD PARISH LINE AND MARK ON LEFT. STATION MARK IS AN
 AA1842'ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH
 AA1842'CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR,
 AA1842'AND STAMPED CP 6-1 1990. IT IS 42 FT. WEST OF THE CENTERLINE OF
 AA1842'HIGHWAY 27, 27 FT. NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 48 FT.
 AA1842'EAST OF THE EAST RAIL OF THE KANSAS CITY SOUTHERN RAILROAD, 27.8 FT.
 AA1842'NORTHEAST OF A FIBER-OPTICS CABLE WARNING SIGN, 19.5 FT. WEST
 AA1842'SOUTHWEST OF THE CALCASIEU PARISH SIGN.
 AA1842
 AA1842                          STATION RECOVERY (2002)
 AA1842
 AA1842'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 AA1842'RECOVERED IN GOOD CONDITION.
 AA1842
 AA1842                          STATION RECOVERY (2005)
 AA1842
 AA1842'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AA1842'DESCRIPTION CORRECTION, MARKER IS 4 FT EAST OF A FIBER-OPTICS CABLE
 AA1842'WARNING SIGN, 21.7 FT WEST SOUTHWEST OF THE CALCASIEU PARISH SIGN, 0.5
 AA1842'FT EAST OF A FIBERGLASS WITNESS POST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1843 ***********************************************************************
 AA1843  DESIGNATION -  CP 6 2
 AA1843  PID         -  AA1843
 AA1843  STATE/COUNTY-  LA/CALCASIEU
 AA1843  USGS QUAD   -  DE QUINCY (1994)
 AA1843
 AA1843                         *CURRENT SURVEY CONTROL
 AA1843  ___________________________________________________________________
 AA1843* NAD 83(1992)-  30 27 03.59307(N)    093 26 00.03925(W)     ADJUSTED  
 AA1843* NAVD 88     -        25.1    (meters)      82.     (feet)  GPS OBS   
 AA1843  ___________________________________________________________________
 AA1843  X           -    -329,565.026 (meters)                     COMP
 AA1843  Y           -  -5,493,209.283 (meters)                     COMP
 AA1843  Z           -   3,213,571.507 (meters)                     COMP
 AA1843  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA1843  ELLIP HEIGHT-          -2.30  (meters)          (02/20/02) GPS OBS
 AA1843  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AA1843
 AA1843  HORZ ORDER  -  FIRST
 AA1843  ELLP ORDER  -  FOURTH    CLASS I
 AA1843
 AA1843.The horizontal coordinates were established by GPS observations
 AA1843.and adjusted by the National Geodetic Survey in January 1995..
 AA1843
 AA1843.The orthometric height was determined by GPS observations and a
 AA1843.high-resolution geoid model.
 AA1843
 AA1843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1843
 AA1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1843
 AA1843.The ellipsoidal height was determined by GPS observations
 AA1843.and is referenced to NAD 83.
 AA1843
 AA1843.The geoid height was determined by GEOID03.
 AA1843
 AA1843;                    North         East     Units Scale Factor Converg.
 AA1843;SPC LA S     -   218,107.264   798,320.288   MT  0.99995650   -1 03 00.1
 AA1843;SPC LA S     -   715,573.58  2,619,155.81   sFT  0.99995650   -1 03 00.1
 AA1843;UTM  15      - 3,368,841.050   458,395.034   MT  0.99962135   -0 13 10.6
 AA1843
 AA1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1843!SPC LA S     -   1.00000036  x   0.99995650  =   0.99995686
 AA1843!UTM  15      -   1.00000036  x   0.99962135  =   0.99962171
 AA1843
 AA1843                          SUPERSEDED SURVEY CONTROL
 AA1843
 AA1843  ELLIP H (01/13/95)   -2.21   (m)                       GP(       ) 3 2
 AA1843
 AA1843.Superseded values are not recommended for survey control.
 AA1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1843.See file dsdata.txt to determine how the superseded data were derived.
 AA1843
 AA1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5839568841(NAD 83)
 AA1843_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1843_SP_SET: CONCRETE POST
 AA1843_STAMPING: CP 6-2 1990
 AA1843_MARK LOGO: LA-019
 AA1843_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1843+STABILITY: SURFACE MOTION
 AA1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1843+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1843
 AA1843  HISTORY     - Date     Condition        Report By
 AA1843  HISTORY     - 1990     MONUMENTED       VFM
 AA1843  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 AA1843  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AA1843
 AA1843                          STATION DESCRIPTION
 AA1843
 AA1843'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1843'STATION IS LOCATED IN THE TOWN OF DEQUINCY, LA. TO REACH FROM THE
 AA1843'INTERSECTION OF LA. HIGHWAY 12 AND LA. HIGHWAY 27 (SOUTH), GO WEST ON
 AA1843'HIGHWAY 12 FOR 0.4 MILES (0.6 KM) TO INTERSECTION WITH TWO RAILROAD
 AA1843'TRACKS AND MARK ON RIGHT. STATION MARK IS AN ALUMINUM, CALCASIEU
 AA1843'PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH CYLINDRICAL
 AA1843'CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED
 AA1843'CP 6-2 1990. IT IS 55 FT. NORTH OF THE CENTERLINE OF HIGHWAY 12, 14.1
 AA1843'FT. NORTHEAST OF THE SWITCH BOX, 24.4 FT. EAST OF THE EAST RAIL OF THE
 AA1843'WESTERNMOST SET OF TRACKS, 17.7 FT. WEST OF THE WEST RAIL OF THE
 AA1843'EASTERNMOST SET OF TRACKS.
 AA1843
 AA1843                          STATION RECOVERY (2002)
 AA1843
 AA1843'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 AA1843'MARK NOT FOUND.
 AA1843
 AA1843                          STATION RECOVERY (2005)
 AA1843
 AA1843'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AA1843'RAIL SWITCH BOX NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1844 ***********************************************************************
 AA1844  DESIGNATION -  CP 6 3
 AA1844  PID         -  AA1844
 AA1844  STATE/COUNTY-  LA/CALCASIEU
 AA1844  USGS QUAD   -  BRIMSTONE (1975)
 AA1844
 AA1844                         *CURRENT SURVEY CONTROL
 AA1844  ___________________________________________________________________
 AA1844* NAD 83(1992)-  30 22 02.81951(N)    093 28 09.26637(W)     ADJUSTED  
 AA1844* NAVD 88     -        13.6  **(meters)      45.   **(feet)  GPS OBS   
 AA1844  **This station is located in a subsidence area (see below).
 AA1844  ___________________________________________________________________
 AA1844  X           -    -333,289.607 (meters)                     COMP
 AA1844  Y           -  -5,497,671.376 (meters)                     COMP
 AA1844  Z           -   3,205,577.716 (meters)                     COMP
 AA1844  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AA1844  ELLIP HEIGHT-         -13.89  (meters)          (02/20/02) GPS OBS
 AA1844  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA1844
 AA1844  HORZ ORDER  -  FIRST
 AA1844  ELLP ORDER  -  FOURTH    CLASS I
 AA1844
 AA1844.The horizontal coordinates were established by GPS observations
 AA1844.and adjusted by the National Geodetic Survey in January 1995..
 AA1844
 AA1844 ** The orthometric height has not been validated since last determined
 AA1844 ** by differential leveling and should not be used for control purposes.
 AA1844 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1844 ** area with valid NAVD 88 orthometric heights.
 AA1844 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1844 ** epoch indicated which incorporates improved geoid heights for the
 AA1844 ** Southern Louisiana Subsidence area.
 AA1844 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1844.The orthometric height was determined by GPS observations and a
 AA1844.high-resolution geoid model.
 AA1844
 AA1844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1844
 AA1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1844
 AA1844.The ellipsoidal height was determined by GPS observations
 AA1844.and is referenced to NAD 83.
 AA1844
 AA1844.The geoid height was determined by GEOID03.
 AA1844
 AA1844;                    North         East     Units Scale Factor Converg.
 AA1844;SPC LA S     -   208,910.942   794,700.658   MT  0.99994614   -1 04 04.7
 AA1844;SPC LA S     -   685,401.98  2,607,280.41   sFT  0.99994614   -1 04 04.7
 AA1844;UTM  15      - 3,359,596.258   454,910.235   MT  0.99962508   -0 14 14.0
 AA1844
 AA1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1844!SPC LA S     -   1.00000218  x   0.99994614  =   0.99994832
 AA1844!UTM  15      -   1.00000218  x   0.99962508  =   0.99962726
 AA1844
 AA1844                          SUPERSEDED SURVEY CONTROL
 AA1844
 AA1844  ELLIP H (01/13/95)  -13.80   (m)                       GP(       ) 3 2
 AA1844
 AA1844.Superseded values are not recommended for survey control.
 AA1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1844.See file dsdata.txt to determine how the superseded data were derived.
 AA1844
 AA1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5491059596(NAD 83)
 AA1844_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1844_SP_SET: CONCRETE POST
 AA1844_STAMPING: CP 6-3 1990
 AA1844_MARK LOGO: LA-019
 AA1844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1844+STABILITY: SURFACE MOTION
 AA1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1844+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1844
 AA1844  HISTORY     - Date     Condition        Report By
 AA1844  HISTORY     - 1990     MONUMENTED       VFM
 AA1844
 AA1844                          STATION DESCRIPTION
 AA1844
 AA1844'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1844'STATION IS LOCATED APPROXIMATELY 11.6 MILES (18.7 KM) NORTH-NORTHWEST
 AA1844'OF THE TOWN OF SULPHUR, LA. TO REACH FROM THE INTERSECTION OF LA.
 AA1844'HIGHWAY 12 AND LA. HIGHWAY 27 IN DEQUINCY, LA., GO SOUTH ON HIGHWAY 27
 AA1844'FOR 6.9 MILES (11.1 KM) TO INTERSECTION WITH ROUTE 66 ROAD ON RIGHT.
 AA1844'TURN RIGHT AND GO 4.5 MILES (7.2 KM) ALONG ROUTE 66 ROAD TO A
 AA1844'T-INTERSECTION. TURN RIGHT ONTO EDGERLY ROAD AND GO 0.6 MILE (1.0 KM)
 AA1844'TO MARK ON LEFT. STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC
 AA1844'PROJECT CAP SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST, AND
 AA1844'ATTACHED TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED CP 6-3 1990. IT IS
 AA1844'53.5 FT. NORTH-NORTHEAST OF A POWERPOLE, 44.2 FT. NORTH-NORTHWEST OF A
 AA1844'MAILBOX, 24.2 FT. WEST OF THE CENTERLINE OF A GRAVEL ROAD, 2.5 FT.
 AA1844'EAST OF A BARBED WIRE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1845 ***********************************************************************
 AA1845  DESIGNATION -  CP 6 4
 AA1845  PID         -  AA1845
 AA1845  STATE/COUNTY-  LA/CALCASIEU
 AA1845  USGS QUAD   -  BRIMSTONE (1975)
 AA1845
 AA1845                         *CURRENT SURVEY CONTROL
 AA1845  ___________________________________________________________________
 AA1845* NAD 83(1992)-  30 19 16.48210(N)    093 29 59.15326(W)     ADJUSTED  
 AA1845* NAVD 88     -         6.7  **(meters)      22.   **(feet)  GPS OBS   
 AA1845  **This station is located in a subsidence area (see below).
 AA1845  ___________________________________________________________________
 AA1845  X           -    -336,376.028 (meters)                     COMP
 AA1845  Y           -  -5,500,069.977 (meters)                     COMP
 AA1845  Z           -   3,201,153.775 (meters)                     COMP
 AA1845  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AA1845  ELLIP HEIGHT-         -20.78  (meters)          (02/20/02) GPS OBS
 AA1845  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA1845
 AA1845  HORZ ORDER  -  FIRST
 AA1845  ELLP ORDER  -  FOURTH    CLASS I
 AA1845
 AA1845.The horizontal coordinates were established by GPS observations
 AA1845.and adjusted by the National Geodetic Survey in January 1995..
 AA1845
 AA1845 ** The orthometric height has not been validated since last determined
 AA1845 ** by differential leveling and should not be used for control purposes.
 AA1845 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1845 ** area with valid NAVD 88 orthometric heights.
 AA1845 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1845 ** epoch indicated which incorporates improved geoid heights for the
 AA1845 ** Southern Louisiana Subsidence area.
 AA1845 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1845.The orthometric height was determined by GPS observations and a
 AA1845.high-resolution geoid model.
 AA1845
 AA1845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1845
 AA1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1845
 AA1845.The ellipsoidal height was determined by GPS observations
 AA1845.and is referenced to NAD 83.
 AA1845
 AA1845.The geoid height was determined by GEOID03.
 AA1845
 AA1845;                    North         East     Units Scale Factor Converg.
 AA1845;SPC LA S     -   203,845.037   791,670.253   MT  0.99994132   -1 04 59.7
 AA1845;SPC LA S     -   668,781.59  2,597,338.16   sFT  0.99994132   -1 04 59.7
 AA1845;UTM  15      - 3,354,488.562   451,954.544   MT  0.99962848   -0 15 08.3
 AA1845
 AA1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1845!SPC LA S     -   1.00000326  x   0.99994132  =   0.99994458
 AA1845!UTM  15      -   1.00000326  x   0.99962848  =   0.99963174
 AA1845
 AA1845                          SUPERSEDED SURVEY CONTROL
 AA1845
 AA1845  ELLIP H (01/13/95)  -20.70   (m)                       GP(       ) 3 2
 AA1845
 AA1845.Superseded values are not recommended for survey control.
 AA1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1845.See file dsdata.txt to determine how the superseded data were derived.
 AA1845
 AA1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5195554489(NAD 83)
 AA1845_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1845_SP_SET: CONCRETE POST
 AA1845_STAMPING: CP 6-4 1990
 AA1845_MARK LOGO: LA-019
 AA1845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1845+STABILITY: SURFACE MOTION
 AA1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1845+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1845
 AA1845  HISTORY     - Date     Condition        Report By
 AA1845  HISTORY     - 1990     MONUMENTED       VFM
 AA1845
 AA1845                          STATION DESCRIPTION
 AA1845
 AA1845'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1845'STATION IS LOCATED APPROXIMATELY 10 MILES (16.1 KM) NORTHWEST OF
 AA1845'SULPHUR, LA. TO REACH FROM THE INTERSECTION OF LA. HIGHWAY 388 AND THE
 AA1845'SOUTHERN PACIFIC TRANSPORTATION COMPANY RAILROAD TRACKS IN EDGERLY,
 AA1845'LA., GO NORTH ON HIGHWAY 388 FOR 5.9 MILES (9.5 KM) TO MARK ON RIGHT
 AA1845'JUST PAST A BRIDGE OVER HOUSTON RIVER. STATION MARK IS AN ALUMINUM,
 AA1845'CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH
 AA1845'CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR,
 AA1845'AND STAMPED CP 6-4 1990. IT IS 1 FT. WEST OF A BARBED WIRE FENCELINE,
 AA1845'13.2 FT. WEST OF A POWERPOLE, 82.8 FT. SOUTH-SOUTHEAST OF THE EAST END
 AA1845'OF A CULVERT RUNNING UNDERNEATH THE GRAVEL ROAD, 29.1 FT. EAST OF THE
 AA1845'CENTERLINE OF THE GRAVEL ROAD (HWY. 388).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1846 ***********************************************************************
 AA1846  DESIGNATION -  CP 6 5
 AA1846  PID         -  AA1846
 AA1846  STATE/COUNTY-  LA/CALCASIEU
 AA1846  USGS QUAD   -  GORDON (1994)
 AA1846
 AA1846                         *CURRENT SURVEY CONTROL
 AA1846  ___________________________________________________________________
 AA1846* NAD 83(1992)-  30 23 42.20338(N)    093 21 15.18075(W)     ADJUSTED  
 AA1846* NAVD 88     -        10.8  **(meters)      35.   **(feet)  GPS OBS   
 AA1846  **This station is located in a subsidence area (see below).
 AA1846  ___________________________________________________________________
 AA1846  X           -    -322,161.429 (meters)                     COMP
 AA1846  Y           -  -5,496,781.881 (meters)                     COMP
 AA1846  Z           -   3,208,216.512 (meters)                     COMP
 AA1846  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA1846  ELLIP HEIGHT-         -16.61  (meters)          (02/20/02) GPS OBS
 AA1846  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA1846
 AA1846  HORZ ORDER  -  FIRST
 AA1846  ELLP ORDER  -  FOURTH    CLASS I
 AA1846
 AA1846.The horizontal coordinates were established by GPS observations
 AA1846.and adjusted by the National Geodetic Survey in January 1995..
 AA1846
 AA1846 ** The orthometric height has not been validated since last determined
 AA1846 ** by differential leveling and should not be used for control purposes.
 AA1846 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1846 ** area with valid NAVD 88 orthometric heights.
 AA1846 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1846 ** epoch indicated which incorporates improved geoid heights for the
 AA1846 ** Southern Louisiana Subsidence area.
 AA1846 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1846.The orthometric height was determined by GPS observations and a
 AA1846.high-resolution geoid model.
 AA1846
 AA1846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1846
 AA1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1846
 AA1846.The ellipsoidal height was determined by GPS observations
 AA1846.and is referenced to NAD 83.
 AA1846
 AA1846.The geoid height was determined by GEOID03.
 AA1846
 AA1846;                    North         East     Units Scale Factor Converg.
 AA1846;SPC LA S     -   211,770.216   805,809.314   MT  0.99994933   -1 00 37.7
 AA1846;SPC LA S     -   694,782.78  2,643,726.06   sFT  0.99994933   -1 00 37.7
 AA1846;UTM  15      - 3,362,615.349   465,972.622   MT  0.99961428   -0 10 45.2
 AA1846
 AA1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1846!SPC LA S     -   1.00000261  x   0.99994933  =   0.99995194
 AA1846!UTM  15      -   1.00000261  x   0.99961428  =   0.99961689
 AA1846
 AA1846                          SUPERSEDED SURVEY CONTROL
 AA1846
 AA1846  ELLIP H (01/13/95)  -16.53   (m)                       GP(       ) 3 2
 AA1846
 AA1846.Superseded values are not recommended for survey control.
 AA1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1846.See file dsdata.txt to determine how the superseded data were derived.
 AA1846
 AA1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6597362615(NAD 83)
 AA1846_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1846_SP_SET: CONCRETE POST
 AA1846_STAMPING: CP 6-5 1990
 AA1846_MARK LOGO: LA-019
 AA1846_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1846+STABILITY: SURFACE MOTION
 AA1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1846+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1846
 AA1846  HISTORY     - Date     Condition        Report By
 AA1846  HISTORY     - 1990     MONUMENTED       VFM
 AA1846
 AA1846                          STATION DESCRIPTION
 AA1846
 AA1846'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1846'STATION IS LOCATED APPROXIMATELY 12 MILES (19.3 KM) NORTH-NORTHEAST OF
 AA1846'THE TOWN OF SULPHUR, LA. TO REACH FROM THE INTERSECTION OF LA. HIGHWAY
 AA1846'12 AND LA. HIGHWAY 27 IN DEQUINCY, LA., GO SOUTH ON HIGHWAY 27 FOR 4.3
 AA1846'MILES (6.9 KM) TO ROAD ON LEFT (HOLBROOK PARK ROAD). TURN LEFT AND
 AA1846'FOLLOW GRAVEL ROAD FOR 3.6 MILES (5.8 KM) TO HOUSE AT 811 HOLBROOK
 AA1846'PARK ROAD AND MARK ON RIGHT. STATION MARK IS AN ALUMINUM, CALCASIEU
 AA1846'PARISH MPC PROJECT CAP SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 AA1846'AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED CP 6-5 1990. IT
 AA1846'IS 29 FT. SOUTH OF THE CENTERLINE OF THE ROAD, 35.5 FT. SOUTHEAST OF
 AA1846'MAIL BOX, 9.7 FT. NORTH OF NORTHEAST CORNER OF FENCE AROUND HOUSE,
 AA1846'22.3 FT. SOUTHWEST OF THE NORTHWEST FENCE CORNER OF PROPERTY ADJACENT
 AA1846'TO AND EAST OF 811 HOLBROOK PARK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1847 ***********************************************************************
 AA1847  DESIGNATION -  CP 6 6
 AA1847  PID         -  AA1847
 AA1847  STATE/COUNTY-  LA/CALCASIEU
 AA1847  USGS QUAD   -  BUHLER (1975)
 AA1847
 AA1847                         *CURRENT SURVEY CONTROL
 AA1847  ___________________________________________________________________
 AA1847* NAD 83(1992)-  30 20 42.24050(N)    093 18 01.44312(W)     ADJUSTED  
 AA1847* NAVD 88     -         5.8  **(meters)      19.   **(feet)  GPS OBS   
 AA1847  **This station is located in a subsidence area (see below).
 AA1847  ___________________________________________________________________
 AA1847  X           -    -317,159.400 (meters)                     COMP
 AA1847  Y           -  -5,499,874.925 (meters)                     COMP
 AA1847  Z           -   3,203,432.663 (meters)                     COMP
 AA1847  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA1847  ELLIP HEIGHT-         -21.61  (meters)          (02/20/02) GPS OBS
 AA1847  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA1847
 AA1847  HORZ ORDER  -  FIRST
 AA1847  ELLP ORDER  -  FOURTH    CLASS I
 AA1847
 AA1847.The horizontal coordinates were established by GPS observations
 AA1847.and adjusted by the National Geodetic Survey in January 1995..
 AA1847
 AA1847 ** The orthometric height has not been validated since last determined
 AA1847 ** by differential leveling and should not be used for control purposes.
 AA1847 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1847 ** area with valid NAVD 88 orthometric heights.
 AA1847 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1847 ** epoch indicated which incorporates improved geoid heights for the
 AA1847 ** Southern Louisiana Subsidence area.
 AA1847 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1847.The orthometric height was determined by GPS observations and a
 AA1847.high-resolution geoid model.
 AA1847
 AA1847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1847
 AA1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1847
 AA1847.The ellipsoidal height was determined by GPS observations
 AA1847.and is referenced to NAD 83.
 AA1847
 AA1847.The geoid height was determined by GEOID03.
 AA1847
 AA1847;                    North         East     Units Scale Factor Converg.
 AA1847;SPC LA S     -   206,139.551   810,884.963   MT  0.99994372   -0 59 00.8
 AA1847;SPC LA S     -   676,309.51  2,660,378.42   sFT  0.99994372   -0 59 00.8
 AA1847;UTM  15      - 3,357,060.794   471,127.727   MT  0.99961028   -0 09 06.4
 AA1847
 AA1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1847!SPC LA S     -   1.00000339  x   0.99994372  =   0.99994711
 AA1847!UTM  15      -   1.00000339  x   0.99961028  =   0.99961367
 AA1847
 AA1847                          SUPERSEDED SURVEY CONTROL
 AA1847
 AA1847  ELLIP H (01/13/95)  -21.54   (m)                       GP(       ) 3 2
 AA1847
 AA1847.Superseded values are not recommended for survey control.
 AA1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1847.See file dsdata.txt to determine how the superseded data were derived.
 AA1847
 AA1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7112857061(NAD 83)
 AA1847_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1847_SP_SET: CONCRETE POST
 AA1847_STAMPING: CP 6-6 1990
 AA1847_MARK LOGO: LA-019
 AA1847_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1847+STABILITY: SURFACE MOTION
 AA1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1847+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1847
 AA1847  HISTORY     - Date     Condition        Report By
 AA1847  HISTORY     - 1990     MONUMENTED       VFM
 AA1847
 AA1847                          STATION DESCRIPTION
 AA1847
 AA1847'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1847'STATION IS LOCATED APPROXIMATELY 9.5 MILES (15.3 KM) NORTH-NORTHEAST
 AA1847'OF THE TOWN OF SULPHUR, LA. TO REACH FROM THE INTERSECTION OF U.S.
 AA1847'HIGHWAY 90 AND LA. HIGHWAY 27 (NORTH) IN SULPHUR, LA., GO NORTH ON
 AA1847'HIGHWAY 27 FOR 7.0 MILES (11.3 KM) TO BUHLER STATION ROAD ON RIGHT.
 AA1847'(GRAVEL ROAD). TURN RIGHT AND GO 0.5 MILES (0.8 KM) TO RAILROAD TRACKS
 AA1847'AND PAVED ROAD. CONTINUE ACROSS TRACKS AND TURN RIGHT ONTO PAVED ROAD,
 AA1847'CONTINUE FOR 1.9 MILES (3.1 KM) TO A T-INTERSECTION, TURN LEFT ONTO
 AA1847'ANTHONY FERRY ROAD AND GO 2.8 MILES (4.5 KM) TO GRAVEL ROAD ON LEFT.
 AA1847'TURN LEFT AND 0.3 MILE (0.5 KM) TO A SMALL DITCH ON RIGHT AND MARK.
 AA1847'STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN
 AA1847'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5
 AA1847'FT. LENGTH OF REBAR, AND STAMPED CP 6-6 1990. IT IS 29.2 FT. EAST OF
 AA1847'THE CENTERLINE OF THE GRAVEL ROAD, 43.7 FT. NORTH OF THE CENTERLINE OF
 AA1847'THE DITCH, 21.4 FT. SOUTH OF A GRAY,  SOUTH CENTRAL BELL TELEPHONE
 AA1847'BOX, 9 FT. SOUTH OF A PIPELINE WARNING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1848 ***********************************************************************
 AA1848  DESIGNATION -  CP 6 7
 AA1848  PID         -  AA1848
 AA1848  STATE/COUNTY-  LA/CALCASIEU
 AA1848  USGS QUAD   -  BUHLER (1975)
 AA1848
 AA1848                         *CURRENT SURVEY CONTROL
 AA1848  ___________________________________________________________________
 AA1848* NAD 83(1992)-  30 19 46.24096(N)    093 22 05.33134(W)     ADJUSTED  
 AA1848* NAVD 88     -         5.2  **(meters)      17.   **(feet)  GPS OBS   
 AA1848  **This station is located in a subsidence area (see below).
 AA1848  ___________________________________________________________________
 AA1848  X           -    -323,713.388 (meters)                     COMP
 AA1848  Y           -  -5,500,365.011 (meters)                     COMP
 AA1848  Z           -   3,201,944.032 (meters)                     COMP
 AA1848  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA1848  ELLIP HEIGHT-         -22.25  (meters)          (02/20/02) GPS OBS
 AA1848  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA1848
 AA1848  HORZ ORDER  -  FIRST
 AA1848  ELLP ORDER  -  FOURTH    CLASS I
 AA1848
 AA1848.The horizontal coordinates were established by GPS observations
 AA1848.and adjusted by the National Geodetic Survey in January 1995..
 AA1848
 AA1848 ** The orthometric height has not been validated since last determined
 AA1848 ** by differential leveling and should not be used for control purposes.
 AA1848 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1848 ** area with valid NAVD 88 orthometric heights.
 AA1848 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1848 ** epoch indicated which incorporates improved geoid heights for the
 AA1848 ** Southern Louisiana Subsidence area.
 AA1848 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1848.The orthometric height was determined by GPS observations and a
 AA1848.high-resolution geoid model.
 AA1848
 AA1848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1848
 AA1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1848
 AA1848.The ellipsoidal height was determined by GPS observations
 AA1848.and is referenced to NAD 83.
 AA1848
 AA1848.The geoid height was determined by GEOID03.
 AA1848
 AA1848;                    North         East     Units Scale Factor Converg.
 AA1848;SPC LA S     -   204,529.208   804,341.807   MT  0.99994213   -1 01 02.8
 AA1848;SPC LA S     -   671,026.24  2,638,911.41   sFT  0.99994213   -1 01 02.8
 AA1848;UTM  15      - 3,355,356.212   464,610.786   MT  0.99961545   -0 11 09.3
 AA1848
 AA1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1848!SPC LA S     -   1.00000349  x   0.99994213  =   0.99994562
 AA1848!UTM  15      -   1.00000349  x   0.99961545  =   0.99961894
 AA1848
 AA1848                          SUPERSEDED SURVEY CONTROL
 AA1848
 AA1848  ELLIP H (01/13/95)  -22.16   (m)                       GP(       ) 3 2
 AA1848
 AA1848.Superseded values are not recommended for survey control.
 AA1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1848.See file dsdata.txt to determine how the superseded data were derived.
 AA1848
 AA1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6461155356(NAD 83)
 AA1848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1848_SP_SET: CONCRETE POST
 AA1848_STAMPING: CP 6-7 1990
 AA1848_MARK LOGO: LA-019
 AA1848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1848+STABILITY: SURFACE MOTION
 AA1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1848+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1848
 AA1848  HISTORY     - Date     Condition        Report By
 AA1848  HISTORY     - 1990     MONUMENTED       VFM
 AA1848
 AA1848                          STATION DESCRIPTION
 AA1848
 AA1848'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1848'STATION IS LOCATED APPROXIMATELY 7.5 MILES (12.1 KM) NORTH OF SULPHUR,
 AA1848'LA. TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND LA. HIGHWAY
 AA1848'27 IN SULPHUR,  LA., GO NORTH ON HIGHWAY 27 FOR 7.0 MILES (11.3 KM) TO
 AA1848'INTERSECTION WITH GRAVEL ROAD VEERING TO THE RIGHT. (BUHLER STATION
 AA1848'ROAD).MARK IS IN TRIANGLE FORMED BY THIS INTERSECTION. STATION MARK IS
 AA1848'AN ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12
 AA1848'INCH CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF
 AA1848'REBAR, AND STAMPED CP 6-7 1990. IT IS 68 FT. EAST OF THE CENTERLINE OF
 AA1848'HIGHWAY 27, 49.5 FT. NORTH OF THE CENTERLINE OF BUHLER STATION ROAD,
 AA1848'59.1 FT. SOUTH-SOUTHEAST OF A POWERPOLE, 34.9 FT. EAST OF A STREET
 AA1848'SIGN, 32.7 FT. NORTH-NORTHEAST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1849 ***********************************************************************
 AA1849  DESIGNATION -  CP 7 1
 AA1849  PID         -  AA1849
 AA1849  STATE/COUNTY-  LA/CALCASIEU
 AA1849  USGS QUAD   -  ECHO (1994)
 AA1849
 AA1849                         *CURRENT SURVEY CONTROL
 AA1849  ___________________________________________________________________
 AA1849* NAD 83(1992)-  30 12 00.29697(N)    093 40 27.51307(W)     ADJUSTED  
 AA1849* NAVD 88     -         3.3    (meters)      11.     (feet)  GPS OBS   
 AA1849  ___________________________________________________________________
 AA1849  X           -    -353,563.292 (meters)                     COMP
 AA1849  Y           -  -5,505,771.516 (meters)                     COMP
 AA1849  Z           -   3,189,550.562 (meters)                     COMP
 AA1849  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA1849  ELLIP HEIGHT-         -24.23  (meters)          (02/20/02) GPS OBS
 AA1849  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA1849
 AA1849  HORZ ORDER  -  FIRST
 AA1849  ELLP ORDER  -  FOURTH    CLASS I
 AA1849
 AA1849.The horizontal coordinates were established by GPS observations
 AA1849.and adjusted by the National Geodetic Survey in February 1996..
 AA1849
 AA1849.The orthometric height was determined by GPS observations and a
 AA1849.high-resolution geoid model.
 AA1849
 AA1849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1849
 AA1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1849
 AA1849.The ellipsoidal height was determined by GPS observations
 AA1849.and is referenced to NAD 83.
 AA1849
 AA1849.The geoid height was determined by GEOID03.
 AA1849
 AA1849;                    North         East     Units Scale Factor Converg.
 AA1849;SPC LA S     -   190,747.115   774,613.489   MT  0.99993176   -1 10 13.9
 AA1849;SPC LA S     -   625,809.49  2,541,377.76   sFT  0.99993176   -1 10 13.9
 AA1849;UTM  15      - 3,341,148.577   435,094.553   MT  0.99965197   -0 20 21.1
 AA1849
 AA1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1849!SPC LA S     -   1.00000381  x   0.99993176  =   0.99993557
 AA1849!UTM  15      -   1.00000381  x   0.99965197  =   0.99965577
 AA1849
 AA1849                          SUPERSEDED SURVEY CONTROL
 AA1849
 AA1849  NAD 83(1992)-  30 12 00.29697(N)    093 40 27.51307(W) AD(       ) 1
 AA1849  ELLIP H (01/13/95)  -24.14   (m)                       GP(       ) 3 2
 AA1849
 AA1849.Superseded values are not recommended for survey control.
 AA1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1849.See file dsdata.txt to determine how the superseded data were derived.
 AA1849
 AA1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3509541149(NAD 83)
 AA1849_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1849_SP_SET: CONCRETE POST
 AA1849_STAMPING: CP 7-1 1990
 AA1849_MARK LOGO: LA-019
 AA1849_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1849+STABILITY: SURFACE MOTION
 AA1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1849+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1849
 AA1849  HISTORY     - Date     Condition        Report By
 AA1849  HISTORY     - 1990     MONUMENTED       VFM
 AA1849  HISTORY     - 20041009 GOOD             USPSQD
 AA1849
 AA1849                          STATION DESCRIPTION
 AA1849
 AA1849'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1849'STATION IS LOCATED APPROXIMATELY 6 MILES (9.7 KM) WEST OF THE TOWN OF
 AA1849'VINTON, LA. TO REACH FROM THE INTERSECTION FROM I-10 AND LA. HIGHWAY
 AA1849'109 3 MILES (4.8 KM) WEST OF VINTON, LA., GO NORTH ON HGHWAY 109 FOR
 AA1849'2.8 MILES (4.5 KM) TO INTERSECTION WITH NIBLETT BLUFF ROAD ON LEFT.
 AA1849'TURN LEFT AND GO 2.4 MILES (3.9 KM) TO MARK ON LEFT. MARK IS IN FRONT
 AA1849'OF RESIDENCE AT ROUTE 1 BOX 356A. STATION MARK IS AN ALUMINUM,
 AA1849'CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12 INCH
 AA1849'CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR,
 AA1849'AND STAMPED CP 7-1 1990. IT IS 17.0 FT. EAST OF A TELEPHONE BOX, 61.7
 AA1849'FT. SOUTHEAST OF A MAILBOX AT ROUTE 1 BOX 356A, 32.4 FT. NORTHWEST OF
 AA1849'WESTERNMOST 3-INCH OAK TREE, 35.3 FT. EAST OF A POWERPOLE, 70.0 FT.
 AA1849'EAST OF THE CENTERLINE OF A DRIVE LEADING TO A MOBILE HOME OWNED BY
 AA1849'MR. HAL GRANGER, 27.5 FT. SOUTH OF THE CENTERLINE OF THE PAVED ROAD.
 AA1849
 AA1849                          STATION RECOVERY (2004)
 AA1849
 AA1849'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 AA1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1850 ***********************************************************************
 AA1850  DESIGNATION -  CP 7 2
 AA1850  PID         -  AA1850
 AA1850  STATE/COUNTY-  LA/CALCASIEU
 AA1850  USGS QUAD   -  ECHO (1994)
 AA1850
 AA1850                         *CURRENT SURVEY CONTROL
 AA1850  ___________________________________________________________________
 AA1850* NAD 83(1992)-  30 07 45.37418(N)    093 41 48.52875(W)     ADJUSTED  
 AA1850* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 AA1850  ___________________________________________________________________
 AA1850  X           -    -355,980.094 (meters)                     COMP
 AA1850  Y           -  -5,509,568.057 (meters)                     COMP
 AA1850  Z           -   3,182,763.482 (meters)                     COMP
 AA1850  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AA1850  ELLIP HEIGHT-         -24.69  (meters)          (02/20/02) GPS OBS
 AA1850  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA1850
 AA1850  HORZ ORDER  -  FIRST
 AA1850  ELLP ORDER  -  FOURTH    CLASS I
 AA1850
 AA1850.The horizontal coordinates were established by GPS observations
 AA1850.and adjusted by the National Geodetic Survey in February 1996..
 AA1850
 AA1850.The orthometric height was determined by GPS observations and a
 AA1850.high-resolution geoid model.
 AA1850
 AA1850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1850
 AA1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1850
 AA1850.The ellipsoidal height was determined by GPS observations
 AA1850.and is referenced to NAD 83.
 AA1850
 AA1850.The geoid height was determined by GEOID03.
 AA1850
 AA1850;                    North         East     Units Scale Factor Converg.
 AA1850;SPC LA S     -   182,943.944   772,285.214   MT  0.99992825   -1 10 54.4
 AA1850;SPC LA S     -   600,208.59  2,533,739.07   sFT  0.99992825   -1 10 54.4
 AA1850;UTM  15      - 3,333,314.599   432,880.394   MT  0.99965558   -0 20 59.2
 AA1850
 AA1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1850!SPC LA S     -   1.00000388  x   0.99992825  =   0.99993213
 AA1850!UTM  15      -   1.00000388  x   0.99965558  =   0.99965946
 AA1850
 AA1850                          SUPERSEDED SURVEY CONTROL
 AA1850
 AA1850  NAD 83(1992)-  30 07 45.37418(N)    093 41 48.52875(W) AD(       ) 1
 AA1850  ELLIP H (01/13/95)  -24.60   (m)                       GP(       ) 3 2
 AA1850
 AA1850.Superseded values are not recommended for survey control.
 AA1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1850.See file dsdata.txt to determine how the superseded data were derived.
 AA1850
 AA1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3288033315(NAD 83)
 AA1850_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1850_SETTING: 0 = UNSPECIFIED SETTING
 AA1850_SP_SET: UNSPECIFIED
 AA1850_STAMPING: CP 7-2 1990
 AA1850_MARK LOGO: LA-019
 AA1850_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1850+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1850
 AA1850  HISTORY     - Date     Condition        Report By
 AA1850  HISTORY     - 1990     MONUMENTED       VFM
 AA1850  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AA1850  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AA1850
 AA1850                          STATION DESCRIPTION
 AA1850
 AA1850'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1850'STATION IS LOCATED APPROXIMATELY 9.5 MILES (15.3 KM) SOUTHWEST OF
 AA1850'VINTON, LA., AT THE SABINE RIVER TURNAROUND AT I-10 EXIT 1. TO REACH
 AA1850'FROM THE INTERSECTION OF I-10 AND LA. HIGHWAY 109, GO WEST ON I-10 TO
 AA1850'EXIT 1 AT SABINE RIVER TURNAROUND. TAKE EXIT 1 AND GO AROUND UNDER
 AA1850'I-10 TO MARK ON LEFT ON CONCRETE FOOTING FOR BRIDGE. STATION MARK IS
 AA1850'AN ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP EPOXIED INTO DRILL HOLE
 AA1850'IN CONCRETE FOOTING FOR BRIDGE CROSSING SABINE RIVER. IT IS 24.1 FT.
 AA1850'SOUTH-SOUTHEAST OF THE EDGE OF THE BRIDGE ON THE SOUTH SIDE OF I-10.
 AA1850
 AA1850                          STATION RECOVERY (2002)
 AA1850
 AA1850'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AA1850'I-10 MODIFICATIONS HAVE ELIMINATED THESE COLUMNS AND FOUNDATIONS AND
 AA1850'HAVE BEEN REPLACED DUE TO REROUTING THE HIGHWAY.
 AA1850
 AA1850                          STATION RECOVERY (2004)
 AA1850
 AA1850'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 AA1850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1851 ***********************************************************************
 AA1851  DESIGNATION -  CP 7 4
 AA1851  PID         -  AA1851
 AA1851  STATE/COUNTY-  LA/CALCASIEU
 AA1851  USGS QUAD   -  VINTON (1994)
 AA1851
 AA1851                         *CURRENT SURVEY CONTROL
 AA1851  ___________________________________________________________________
 AA1851* NAD 83(1992)-  30 11 06.24540(N)    093 34 08.28057(W)     ADJUSTED  
 AA1851* NAVD 88     -        11.0    (meters)      36.     (feet)  GPS OBS   
 AA1851  ___________________________________________________________________
 AA1851  X           -    -343,492.470 (meters)                     COMP
 AA1851  Y           -  -5,507,254.364 (meters)                     COMP
 AA1851  Z           -   3,188,115.832 (meters)                     COMP
 AA1851  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AA1851  ELLIP HEIGHT-         -16.49  (meters)          (02/20/02) GPS OBS
 AA1851  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA1851
 AA1851  HORZ ORDER  -  FIRST
 AA1851  ELLP ORDER  -  FOURTH    CLASS I
 AA1851
 AA1851.The horizontal coordinates were established by GPS observations
 AA1851.and adjusted by the National Geodetic Survey in January 1995..
 AA1851
 AA1851.The orthometric height was determined by GPS observations and a
 AA1851.high-resolution geoid model.
 AA1851
 AA1851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1851
 AA1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1851
 AA1851.The ellipsoidal height was determined by GPS observations
 AA1851.and is referenced to NAD 83.
 AA1851
 AA1851.The geoid height was determined by GEOID03.
 AA1851
 AA1851;                    North         East     Units Scale Factor Converg.
 AA1851;SPC LA S     -   188,880.584   784,721.947   MT  0.99993089   -1 07 04.2
 AA1851;SPC LA S     -   619,685.72  2,574,541.92   sFT  0.99993089   -1 07 04.2
 AA1851;UTM  15      - 3,339,429.437   445,226.125   MT  0.99963701   -0 17 09.9
 AA1851
 AA1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1851!SPC LA S     -   1.00000259  x   0.99993089  =   0.99993348
 AA1851!UTM  15      -   1.00000259  x   0.99963701  =   0.99963960
 AA1851
 AA1851                          SUPERSEDED SURVEY CONTROL
 AA1851
 AA1851  ELLIP H (01/13/95)  -16.40   (m)                       GP(       ) 3 2
 AA1851
 AA1851.Superseded values are not recommended for survey control.
 AA1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1851.See file dsdata.txt to determine how the superseded data were derived.
 AA1851
 AA1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4522639429(NAD 83)
 AA1851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1851_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA1851_SP_SET: CAP SET IN BRIDGE ABUTMENT
 AA1851_STAMPING: CP 7-4 1990
 AA1851_MARK LOGO: LA-019
 AA1851_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1851+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AA1851
 AA1851  HISTORY     - Date     Condition        Report By
 AA1851  HISTORY     - 1990     MONUMENTED       VFM
 AA1851  HISTORY     - 20021102 GOOD             USPSQD
 AA1851  HISTORY     - 20050413 GOOD             USPSQD
 AA1851
 AA1851                          STATION DESCRIPTION
 AA1851
 AA1851'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1851'STATION IS LOCATED AT THE INTERSECTION OF I-10 AND LA. HIGHWAY 108 AT
 AA1851'THE SOUTHEASTERN CITY LIMITS OF VINTON, LA. STATION MARK IS AN
 AA1851'ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP EPOXIED INTO DRILL HOLE AT
 AA1851'THE WESTERN END OF OVERPASS ABUTMENT OF THE LA. HIGHWAY 108 OVERPASS
 AA1851'OVER I-10. IT IS 17.1 FT. SOUTHWEST OF THE CENTERLINE OF HIGHWAY 108
 AA1851'AT NORTHWEST END OF BRIDGE ABUTMENT, 2.0 FT. EAST OF METAL GUARDRAIL.
 AA1851
 AA1851                          STATION RECOVERY (2002)
 AA1851
 AA1851'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 AA1851'RECOVERED IN GOOD CONDITION.
 AA1851
 AA1851                          STATION RECOVERY (2005)
 AA1851
 AA1851'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AA1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1852 ***********************************************************************
 AA1852  DESIGNATION -  CP 7 6
 AA1852  PID         -  AA1852
 AA1852  STATE/COUNTY-  LA/CALCASIEU
 AA1852  USGS QUAD   -  CAMERON FARMS (1975)
 AA1852
 AA1852                         *CURRENT SURVEY CONTROL
 AA1852  ___________________________________________________________________
 AA1852* NAD 83(1992)-  30 03 37.02060(N)    093 31 20.44002(W)     ADJUSTED  
 AA1852* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AA1852  **This station is located in a subsidence area (see below).
 AA1852  ___________________________________________________________________
 AA1852  X           -    -339,437.019 (meters)                     COMP
 AA1852  Y           -  -5,514,452.646 (meters)                     COMP
 AA1852  Z           -   3,176,146.167 (meters)                     COMP
 AA1852  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA1852  ELLIP HEIGHT-         -26.18  (meters)          (02/20/02) GPS OBS
 AA1852  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA1852
 AA1852  HORZ ORDER  -  FIRST
 AA1852  ELLP ORDER  -  FOURTH    CLASS I
 AA1852
 AA1852.The horizontal coordinates were established by GPS observations
 AA1852.and adjusted by the National Geodetic Survey in January 1995..
 AA1852
 AA1852 ** The orthometric height has not been validated since last determined
 AA1852 ** by differential leveling and should not be used for control purposes.
 AA1852 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1852 ** area with valid NAVD 88 orthometric heights.
 AA1852 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1852 ** epoch indicated which incorporates improved geoid heights for the
 AA1852 ** Southern Louisiana Subsidence area.
 AA1852 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1852.The orthometric height was determined by GPS observations and a
 AA1852.high-resolution geoid model.
 AA1852
 AA1852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1852
 AA1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1852
 AA1852.The ellipsoidal height was determined by GPS observations
 AA1852.and is referenced to NAD 83.
 AA1852
 AA1852.The geoid height was determined by GEOID03.
 AA1852
 AA1852;                    North         East     Units Scale Factor Converg.
 AA1852;SPC LA S     -   174,964.481   788,946.630   MT  0.99992628   -1 05 40.3
 AA1852;SPC LA S     -   574,029.30  2,588,402.40   sFT  0.99992628   -1 05 40.3
 AA1852;UTM  15      - 3,325,580.247   449,651.214   MT  0.99963127   -0 15 42.0
 AA1852
 AA1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1852!SPC LA S     -   1.00000411  x   0.99992628  =   0.99993039
 AA1852!UTM  15      -   1.00000411  x   0.99963127  =   0.99963538
 AA1852
 AA1852                          SUPERSEDED SURVEY CONTROL
 AA1852
 AA1852  ELLIP H (01/13/95)  -26.09   (m)                       GP(       ) 3 2
 AA1852
 AA1852.Superseded values are not recommended for survey control.
 AA1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1852.See file dsdata.txt to determine how the superseded data were derived.
 AA1852
 AA1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4965125580(NAD 83)
 AA1852_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1852_SP_SET: CAP SET IN PAVEMENT OF ROAD
 AA1852_STAMPING: CP 7-6 1990
 AA1852_MARK LOGO: LA-019
 AA1852_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1852+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1852
 AA1852  HISTORY     - Date     Condition        Report By
 AA1852  HISTORY     - 1990     MONUMENTED       VFM
 AA1852
 AA1852                          STATION DESCRIPTION
 AA1852
 AA1852'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1852'STATION IS LOCATED APPROXIMATELY 14.5 MILES (23.3 KM) SOUTHWEST OF
 AA1852'SULPHUR, LA., AT THE END OF GUM COVE ROAD AT THE INTRACOASTAL
 AA1852'WATERWAY. TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND LA.
 AA1852'HIGHWAY 388 JUST SOUTHEAST OF EDGERLY, LA., GO WEST ON HIGHWAY 90 FOR
 AA1852'0.61 MILE (0.98 KM) TO INTERSECTION WITH FABACHER ROAD ON LEFT, TURN
 AA1852'LEFT AND GO 2.0 MILES (3.2 KM) SOUTH TO OVERPASS AT I-10, CONTINUE
 AA1852'SOUTH ON FABACHER ROAD FOR 1.1 MILES (1.8 KM) TO INTERSECTION WITH
 AA1852'CROSSROAD. CONTINUE STRAIGHT AHEAD FOR 3.0 MILES (4.8 KM) TO
 AA1852'INTERSECTION WITH LA. HIGHWAY 108, TURN RIGHT AND FOLLOW HIGHWAY 108
 AA1852'FOR 1.0 MILES (1.6 KM) TO INTERSECTION WITH ROAD ON LEFT. (GUM COVE
 AA1852'ROAD). TURN LEFT AND GO 5.7 MILES (9.2 KM) TO END OF ROAD AT THE
 AA1852'INTRACOASTAL WATERWAY AND MARK. STATION MARK IS AN ALUMINUM, CALCASIEU
 AA1852'PARISH MPC PROJECT CAP EPOXIED INTO DRILL HOLE IN PAVEMENT, ATTACHED
 AA1852'TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED CP 7-6 1990. IT IS 48.7 FT.
 AA1852'SOUTH OF A HALF GUARD RAIL WITH A STOP SIGN ON IT, 39 FT. EAST OF A
 AA1852'POWER POLE, 56.5 FT. NORTH-NORTHWEST OF A POWERPOLE WITH A LIGHT ON
 AA1852'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1853 ***********************************************************************
 AA1853  DESIGNATION -  CP 8 1
 AA1853  PID         -  AA1853
 AA1853  STATE/COUNTY-  LA/CALCASIEU
 AA1853  USGS QUAD   -  TOPSY (1957)
 AA1853
 AA1853                         *CURRENT SURVEY CONTROL
 AA1853  ___________________________________________________________________
 AA1853* NAD 83(1992)-  30 22 54.73060(N)    093 01 06.09098(W)     ADJUSTED  
 AA1853* NAVD 88     -         7.8  **(meters)      26.   **(feet)  GPS OBS   
 AA1853  **This station is located in a subsidence area (see below).
 AA1853  ___________________________________________________________________
 AA1853  X           -    -289,973.663 (meters)                     COMP
 AA1853  Y           -  -5,499,311.717 (meters)                     COMP
 AA1853  Z           -   3,206,953.913 (meters)                     COMP
 AA1853  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AA1853  ELLIP HEIGHT-         -19.69  (meters)          (02/20/02) GPS OBS
 AA1853  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA1853
 AA1853  HORZ ORDER  -  FIRST
 AA1853  ELLP ORDER  -  FOURTH    CLASS I
 AA1853
 AA1853.The horizontal coordinates were established by GPS observations
 AA1853.and adjusted by the National Geodetic Survey in January 1995..
 AA1853
 AA1853 ** The orthometric height has not been validated since last determined
 AA1853 ** by differential leveling and should not be used for control purposes.
 AA1853 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1853 ** area with valid NAVD 88 orthometric heights.
 AA1853 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1853 ** epoch indicated which incorporates improved geoid heights for the
 AA1853 ** Southern Louisiana Subsidence area.
 AA1853 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1853.The orthometric height was determined by GPS observations and a
 AA1853.high-resolution geoid model.
 AA1853
 AA1853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1853
 AA1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1853
 AA1853.The ellipsoidal height was determined by GPS observations
 AA1853.and is referenced to NAD 83.
 AA1853
 AA1853.The geoid height was determined by GEOID03.
 AA1853
 AA1853;                    North         East     Units Scale Factor Converg.
 AA1853;SPC LA S     -   209,786.686   838,058.544   MT  0.99994777   -0 50 33.1
 AA1853;SPC LA S     -   688,275.15  2,749,530.41   sFT  0.99994777   -0 50 33.1
 AA1853;UTM  15      - 3,361,100.974   498,236.173   MT  0.99960004   -0 00 33.4
 AA1853
 AA1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1853!SPC LA S     -   1.00000309  x   0.99994777  =   0.99995086
 AA1853!UTM  15      -   1.00000309  x   0.99960004  =   0.99960313
 AA1853
 AA1853                          SUPERSEDED SURVEY CONTROL
 AA1853
 AA1853  ELLIP H (01/13/95)  -19.60   (m)                       GP(       ) 3 2
 AA1853
 AA1853.Superseded values are not recommended for survey control.
 AA1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1853.See file dsdata.txt to determine how the superseded data were derived.
 AA1853
 AA1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9823661101(NAD 83)
 AA1853_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1853_SP_SET: CONCRETE POST
 AA1853_STAMPING: CP 8-1 1990
 AA1853_MARK LOGO: LA-019
 AA1853_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1853+STABILITY: SURFACE MOTION
 AA1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1853+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1853
 AA1853  HISTORY     - Date     Condition        Report By
 AA1853  HISTORY     - 1990     MONUMENTED       VFM
 AA1853  HISTORY     - 20040115 GOOD             USPSQD
 AA1853
 AA1853                          STATION DESCRIPTION
 AA1853
 AA1853'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1853'STATION IS LOCATED APPROXIMATELY 17 MILES (27.4 KM) NORTHEAST OF LAKE
 AA1853'CHARLES, LA. TO REACH FROM THE INTERSECTION OF I-10 AND LA. HIGHWAY
 AA1853'383 AT IOWA, LA., GO NORTH ON HIGHWAY 383 FOR 9.0 MILES (14.5 KM) TO
 AA1853'MARK ON LEFT, JUST NORTH OF DRIVE LEADING TO MARVIN BEBEES RESIDENCE
 AA1853'AT ROUTE 1 BOX 301. (DOUBLE B RANCH). STATION MARK IS AN ALUMINUM,
 AA1853'CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A CYLINDRICAL
 AA1853'CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED
 AA1853'CP 8-1 1990. IT IS 1 FT. EAST OF THE FENCELINE, 29.0 FT. SOUTH OF A
 AA1853'POWERPOLE WITH TRANSFORMER, 50 FT. WEST OF THE CENTERLINE OF HIGHWAY
 AA1853'383, 64 FT. NORTH OF THE FENCE CORNER, 76 FT. NORTH OF A LOUISIANA
 AA1853'DEPT. OF HIGHWAYS CONCRETE POST PROJECTING 2 FT. ABOVE GROUND, AND
 AA1853'APPROXIMATELY 90 FT. NORTH OF A DRIVE LEADING TO THE DOUBLE B RANCH.
 AA1853
 AA1853                          STATION RECOVERY (2004)
 AA1853
 AA1853'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 AA1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1854 ***********************************************************************
 AA1854  DESIGNATION -  CP 8 2
 AA1854  PID         -  AA1854
 AA1854  STATE/COUNTY-  LA/CALCASIEU
 AA1854  USGS QUAD   -  HECKER (1994)
 AA1854
 AA1854                         *CURRENT SURVEY CONTROL
 AA1854  ___________________________________________________________________
 AA1854* NAD 83(1992)-  30 20 49.16159(N)    093 04 55.96479(W)     ADJUSTED  
 AA1854* NAVD 88     -         5.2  **(meters)      17.   **(feet)  GPS OBS   
 AA1854  **This station is located in a subsidence area (see below).
 AA1854  ___________________________________________________________________
 AA1854  X           -    -296,207.225 (meters)                     COMP
 AA1854  Y           -  -5,500,934.783 (meters)                     COMP
 AA1854  Z           -   3,203,616.286 (meters)                     COMP
 AA1854  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA1854  ELLIP HEIGHT-         -22.21  (meters)          (02/20/02) GPS OBS
 AA1854  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AA1854
 AA1854  HORZ ORDER  -  FIRST
 AA1854  ELLP ORDER  -  FOURTH    CLASS I
 AA1854
 AA1854.The horizontal coordinates were established by GPS observations
 AA1854.and adjusted by the National Geodetic Survey in January 1995..
 AA1854
 AA1854 ** The orthometric height has not been validated since last determined
 AA1854 ** by differential leveling and should not be used for control purposes.
 AA1854 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1854 ** area with valid NAVD 88 orthometric heights.
 AA1854 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1854 ** epoch indicated which incorporates improved geoid heights for the
 AA1854 ** Southern Louisiana Subsidence area.
 AA1854 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1854.The orthometric height was determined by GPS observations and a
 AA1854.high-resolution geoid model.
 AA1854
 AA1854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1854
 AA1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1854
 AA1854.The ellipsoidal height was determined by GPS observations
 AA1854.and is referenced to NAD 83.
 AA1854
 AA1854.The geoid height was determined by GEOID03.
 AA1854
 AA1854;                    North         East     Units Scale Factor Converg.
 AA1854;SPC LA S     -   206,012.517   831,863.250   MT  0.99994392   -0 52 28.1
 AA1854;SPC LA S     -   675,892.73  2,729,204.68   sFT  0.99994392   -0 52 28.1
 AA1854;UTM  15      - 3,357,238.462   492,098.529   MT  0.99960077   -0 02 29.5
 AA1854
 AA1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1854!SPC LA S     -   1.00000349  x   0.99994392  =   0.99994741
 AA1854!UTM  15      -   1.00000349  x   0.99960077  =   0.99960426
 AA1854
 AA1854                          SUPERSEDED SURVEY CONTROL
 AA1854
 AA1854  ELLIP H (01/13/95)  -22.13   (m)                       GP(       ) 3 2
 AA1854
 AA1854.Superseded values are not recommended for survey control.
 AA1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1854.See file dsdata.txt to determine how the superseded data were derived.
 AA1854
 AA1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9209957238(NAD 83)
 AA1854_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1854_SP_SET: CONCRETE POST
 AA1854_STAMPING: CP 8-2 1990
 AA1854_MARK LOGO: LA-019
 AA1854_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1854+STABILITY: SURFACE MOTION
 AA1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1854+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1854
 AA1854  HISTORY     - Date     Condition        Report By
 AA1854  HISTORY     - 1990     MONUMENTED       VFM
 AA1854
 AA1854                          STATION DESCRIPTION
 AA1854
 AA1854'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1854'STATION IS LOCATED APPROXIMATELY 12 MILES (19.3 KM) NORTH-NORTHEAST OF
 AA1854'LAKE CHARLES, LA. TO REACH FROM THE INTERSECTION OF I-10 AND LA.
 AA1854'HIGHWAY 383 IN IOWA, LA., GO NORTH ON HIGHWAY 383 FOR 8.9 MILES (14.3
 AA1854'KM) TO HEBERT CEMETERY ROAD ON THE LEFT. TURN LEFT AND GO WEST FOR
 AA1854'0.55 MILE (0.89 KM) TO A FORK IN THE ROAD, TAKE THE RIGHT FORK (HECKER
 AA1854'ROAD) AND CONTINUE STRAIGHT AHEAD ON HECKER ROAD FOR 5.0 MILES (8.0
 AA1854'KM) IN A WEST-SOUTHWESTERLY DIRECTION TURNING SOUTHERLY UNTIL REACHING
 AA1854'HECKER JUNCTION AT THE UNITED GAS PIPELINE FACILITY AND THE MARK ON
 AA1854'THE RIGHT. STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC PROJECT
 AA1854'CAP SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST AND ATTACHED
 AA1854'TO A 3.5 FT. LENGTH OF REBAR, AND STAMPED CP 8-2 1990. IT IS NEAR THE
 AA1854'SOUTHEAST CORNER OF THE FENCED-IN AREA OF THE UNITED GAS PIPELINE
 AA1854'COMPANY, 6 FT. SOUTH-SOUTHWEST OF A POWERPOLE WITH TRANSFORMER, 13 FT.
 AA1854'EAST OF A CHAIN LINK FENCE AROUND THE PIPELINE FACILITY, 24 FT. WEST
 AA1854'OF THE CENTERLINE OF THE GRAVEL ROAD, AND SET FLUSH WITH THE GROUND
 AA1854'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1855 ***********************************************************************
 AA1855  DESIGNATION -  CP 8 3
 AA1855  PID         -  AA1855
 AA1855  STATE/COUNTY-  LA/CALCASIEU
 AA1855  USGS QUAD   -  HECKER (1994)
 AA1855
 AA1855                         *CURRENT SURVEY CONTROL
 AA1855  ___________________________________________________________________
 AA1855* NAD 83(1992)-  30 18 23.36719(N)    093 00 51.23070(W)     ADJUSTED  
 AA1855* NAVD 88     -         7.4  **(meters)      24.   **(feet)  GPS OBS   
 AA1855  **This station is located in a subsidence area (see below).
 AA1855  ___________________________________________________________________
 AA1855  X           -    -289,799.434 (meters)                     COMP
 AA1855  Y           -  -5,503,547.952 (meters)                     COMP
 AA1855  Z           -   3,199,742.138 (meters)                     COMP
 AA1855  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA1855  ELLIP HEIGHT-         -20.11  (meters)          (02/20/02) GPS OBS
 AA1855  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA1855
 AA1855  HORZ ORDER  -  FIRST
 AA1855  ELLP ORDER  -  FOURTH    CLASS I
 AA1855
 AA1855.The horizontal coordinates were established by GPS observations
 AA1855.and adjusted by the National Geodetic Survey in January 1995..
 AA1855
 AA1855 ** The orthometric height has not been validated since last determined
 AA1855 ** by differential leveling and should not be used for control purposes.
 AA1855 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1855 ** area with valid NAVD 88 orthometric heights.
 AA1855 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1855 ** epoch indicated which incorporates improved geoid heights for the
 AA1855 ** Southern Louisiana Subsidence area.
 AA1855 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1855.The orthometric height was determined by GPS observations and a
 AA1855.high-resolution geoid model.
 AA1855
 AA1855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1855
 AA1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1855
 AA1855.The ellipsoidal height was determined by GPS observations
 AA1855.and is referenced to NAD 83.
 AA1855
 AA1855.The geoid height was determined by GEOID03.
 AA1855
 AA1855;                    North         East     Units Scale Factor Converg.
 AA1855;SPC LA S     -   201,425.874   838,332.661   MT  0.99993992   -0 50 25.7
 AA1855;SPC LA S     -   660,844.72  2,750,429.74   sFT  0.99993992   -0 50 25.7
 AA1855;UTM  15      - 3,352,747.904   498,631.714   MT  0.99960002   -0 00 25.9
 AA1855
 AA1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1855!SPC LA S     -   1.00000316  x   0.99993992  =   0.99994308
 AA1855!UTM  15      -   1.00000316  x   0.99960002  =   0.99960318
 AA1855
 AA1855                          SUPERSEDED SURVEY CONTROL
 AA1855
 AA1855  ELLIP H (01/13/95)  -20.02   (m)                       GP(       ) 3 2
 AA1855
 AA1855.Superseded values are not recommended for survey control.
 AA1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1855.See file dsdata.txt to determine how the superseded data were derived.
 AA1855
 AA1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9863252748(NAD 83)
 AA1855_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1855_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1855_SP_SET: CAP SET IN HEADWALL OF CULVERT
 AA1855_STAMPING: CP 8-3 1990
 AA1855_MARK LOGO: LA-019
 AA1855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1855+STABILITY: SURFACE MOTION
 AA1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1855+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1855
 AA1855  HISTORY     - Date     Condition        Report By
 AA1855  HISTORY     - 1990     MONUMENTED       VFM
 AA1855  HISTORY     - 20021102 GOOD             USPSQD
 AA1855
 AA1855                          STATION DESCRIPTION
 AA1855
 AA1855'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1855'STATION IS LOCATED APPROXIMATELY 13.5 MILES (21.7 KM) NORTHEAST OF
 AA1855'LAKE CHARLES, LA. TO REACH FROM THE INTERSECTION OF I-10 AND LA.
 AA1855'HIGHWAY 383 AT IOWA, LA., GO NORTH ON HIGHWAY 383 FOR 4.1 MILES (6.6
 AA1855'KM) TO MARK ON LEFT IN CULVERT HEADWALL. STATION MARK IS AN ALUMINUM,
 AA1855'CALCASIEU PARISH MPC CAP EPOXIED INTO DRILL HOLE IN THE NORTH END OF
 AA1855'WEST HEADWALL OF CULVERT, AND STAMPED CP 8-3 1990. IT IS 20 FT. WEST
 AA1855'OF THE CENTERLINE OF HIGHWAY 383, 52 FT. NORTH OF THE CENTERLINE OF A
 AA1855'GRAVEL ROAD, 61 FT. WEST-NORTHWEST OF THE POWERPOLE ON THE EAST SIDE
 AA1855'OF HIGHWAY 383, 77 FT. NORTH OF POWERPOLE WITH TRANSFORMER LOCATED ON
 AA1855'THE SOUTH SIDE OF THE GRAVEL ROAD.
 AA1855
 AA1855                          STATION RECOVERY (2002)
 AA1855
 AA1855'RECOVERY NOTE BY US POWER SQUADRON 2002 (CPM)
 AA1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1856 ***********************************************************************
 AA1856  DESIGNATION -  CP 8 4
 AA1856  PID         -  AA1856
 AA1856  STATE/COUNTY-  LA/CALCASIEU
 AA1856  USGS QUAD   -  HECKER (1994)
 AA1856
 AA1856                         *CURRENT SURVEY CONTROL
 AA1856  ___________________________________________________________________
 AA1856* NAD 83(1992)-  30 16 33.63340(N)    093 04 53.24304(W)     ADJUSTED  
 AA1856* NAVD 88     -         5.4  **(meters)      18.   **(feet)  GPS OBS   
 AA1856  **This station is located in a subsidence area (see below).
 AA1856  ___________________________________________________________________
 AA1856  X           -    -296,348.126 (meters)                     COMP
 AA1856  Y           -  -5,504,904.397 (meters)                     COMP
 AA1856  Z           -   3,196,823.395 (meters)                     COMP
 AA1856  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA1856  ELLIP HEIGHT-         -22.06  (meters)          (02/20/02) GPS OBS
 AA1856  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AA1856
 AA1856  HORZ ORDER  -  FIRST
 AA1856  ELLP ORDER  -  FOURTH    CLASS I
 AA1856
 AA1856.The horizontal coordinates were established by GPS observations
 AA1856.and adjusted by the National Geodetic Survey in January 1995..
 AA1856
 AA1856 ** The orthometric height has not been validated since last determined
 AA1856 ** by differential leveling and should not be used for control purposes.
 AA1856 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1856 ** area with valid NAVD 88 orthometric heights.
 AA1856 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1856 ** epoch indicated which incorporates improved geoid heights for the
 AA1856 ** Southern Louisiana Subsidence area.
 AA1856 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1856.The orthometric height was determined by GPS observations and a
 AA1856.high-resolution geoid model.
 AA1856
 AA1856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1856
 AA1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1856
 AA1856.The ellipsoidal height was determined by GPS observations
 AA1856.and is referenced to NAD 83.
 AA1856
 AA1856.The geoid height was determined by GEOID03.
 AA1856
 AA1856;                    North         East     Units Scale Factor Converg.
 AA1856;SPC LA S     -   198,144.106   831,815.899   MT  0.99993723   -0 52 26.7
 AA1856;SPC LA S     -   650,077.79  2,729,049.33   sFT  0.99993723   -0 52 26.7
 AA1856;UTM  15      - 3,349,372.867   492,165.549   MT  0.99960076   -0 02 27.8
 AA1856
 AA1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1856!SPC LA S     -   1.00000346  x   0.99993723  =   0.99994069
 AA1856!UTM  15      -   1.00000346  x   0.99960076  =   0.99960422
 AA1856
 AA1856                          SUPERSEDED SURVEY CONTROL
 AA1856
 AA1856  ELLIP H (01/13/95)  -21.97   (m)                       GP(       ) 3 2
 AA1856
 AA1856.Superseded values are not recommended for survey control.
 AA1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1856.See file dsdata.txt to determine how the superseded data were derived.
 AA1856
 AA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9216649373(NAD 83)
 AA1856_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1856_SP_SET: CONCRETE POST
 AA1856_STAMPING: CP 8-4 1990
 AA1856_MARK LOGO: LA-019
 AA1856_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1856+STABILITY: SURFACE MOTION
 AA1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1856+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1856
 AA1856  HISTORY     - Date     Condition        Report By
 AA1856  HISTORY     - 1990     MONUMENTED       VFM
 AA1856  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 AA1856
 AA1856                          STATION DESCRIPTION
 AA1856
 AA1856'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1856'STATION IS LOCATED APPROXIMATELY 9.5 MILES (15.3 KM) NORTHEAST OF LAKE
 AA1856'CHARLES, LA. TO REACH FROM THE INTERSECTION OF I-10 AND PUJOL ROAD AT
 AA1856'EXIT 36, GO NORTH ON PUJOL ROAD FOR FOR 1.1 MILES (1.8 KM) TO MARK
 AA1856'LEBLEU ROAD ON RIGHT, TURN RIGHT AND GO 3.0 MILES (4.8 KM) TO CLAUDE
 AA1856'HEBERT ROAD ON LEFT, TURN LEFT AND GO 1.0 MILE (1.6 KM) TO MARK ON
 AA1856'LEFT, BEHIND BACKSTOP OF WESLEY LEBLEU BASEBALL FIELD. STATION MARK IS
 AA1856'AN ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP SET IN THE TOP OF A 12
 AA1856'INCH CYLINDRICAL CONCRETE POST AND ATTACHED TO A 3.5 FT. LENGTH OF
 AA1856'REBAR, AND STAMPED CP 8-4 1990. IT IS 41 FT. WEST OF CLAUDE HEBERT
 AA1856'ROAD, 55 FT (16.8 M) SOUTH OF  HIGHWAY 3059, 8.O FT. EAST OF THE
 AA1856'WESLEY LEBLEU FIELD SIGN, 23.0 FT. NORTHWEST OF A LOUISIANA DEPT. OF
 AA1856'HIGHWAYS POST WHICH PROJECTS 2FT. ABOVE GROUND, 24.0 FT. SOUTHEAST OF
 AA1856'ANOTHER LA. DEPT. OF HIGHWAYS POST ALSO PROJECTING 2 FT. ABOVE GROUND,
 AA1856'17.0 FT. WEST OF POWER POLE NO. 65A2455.
 AA1856
 AA1856                          STATION RECOVERY (2002)
 AA1856
 AA1856'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMG)
 AA1856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA1857 ***********************************************************************
 AA1857  DESIGNATION -  CP 8 6
 AA1857  PID         -  AA1857
 AA1857  STATE/COUNTY-  LA/CALCASIEU
 AA1857  USGS QUAD   -  IOWA (1994)
 AA1857
 AA1857                         *CURRENT SURVEY CONTROL
 AA1857  ___________________________________________________________________
 AA1857* NAD 83(1992)-  30 14 58.93599(N)    093 00 49.37203(W)     ADJUSTED  
 AA1857* NAVD 88     -        14.3  **(meters)      47.   **(feet)  GPS OBS   
 AA1857  **This station is located in a subsidence area (see below).
 AA1857  ___________________________________________________________________
 AA1857  X           -    -289,917.029 (meters)                     COMP
 AA1857  Y           -  -5,506,726.157 (meters)                     COMP
 AA1857  Z           -   3,194,309.200 (meters)                     COMP
 AA1857  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA1857  ELLIP HEIGHT-         -13.18  (meters)          (02/20/02) GPS OBS
 AA1857  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AA1857
 AA1857  HORZ ORDER  -  FIRST
 AA1857  ELLP ORDER  -  FOURTH    CLASS I
 AA1857
 AA1857.The horizontal coordinates were established by GPS observations
 AA1857.and adjusted by the National Geodetic Survey in January 1995..
 AA1857
 AA1857 ** The orthometric height has not been validated since last determined
 AA1857 ** by differential leveling and should not be used for control purposes.
 AA1857 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA1857 ** area with valid NAVD 88 orthometric heights.
 AA1857 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1857 ** epoch indicated which incorporates improved geoid heights for the
 AA1857 ** Southern Louisiana Subsidence area.
 AA1857 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA1857.The orthometric height was determined by GPS observations and a
 AA1857.high-resolution geoid model.
 AA1857
 AA1857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1857
 AA1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1857
 AA1857.The ellipsoidal height was determined by GPS observations
 AA1857.and is referenced to NAD 83.
 AA1857
 AA1857.The geoid height was determined by GEOID03.
 AA1857
 AA1857;                    North         East     Units Scale Factor Converg.
 AA1857;SPC LA S     -   195,131.034   838,290.008   MT  0.99993514   -0 50 24.8
 AA1857;SPC LA S     -   640,192.40  2,750,289.80   sFT  0.99993514   -0 50 24.8
 AA1857;UTM  15      - 3,346,455.233   498,680.597   MT  0.99960002   -0 00 24.9
 AA1857
 AA1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1857!SPC LA S     -   1.00000207  x   0.99993514  =   0.99993721
 AA1857!UTM  15      -   1.00000207  x   0.99960002  =   0.99960209
 AA1857
 AA1857                          SUPERSEDED SURVEY CONTROL
 AA1857
 AA1857  ELLIP H (01/13/95)  -13.09   (m)                       GP(       ) 3 2
 AA1857
 AA1857.Superseded values are not recommended for survey control.
 AA1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1857.See file dsdata.txt to determine how the superseded data were derived.
 AA1857
 AA1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9868146455(NAD 83)
 AA1857_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA1857_SP_SET: CAP SET IN OVERPASS ABUTMENT
 AA1857_STAMPING: CP 8-6 1990
 AA1857_MARK LOGO: LA-019
 AA1857_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1857+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA1857
 AA1857  HISTORY     - Date     Condition        Report By
 AA1857  HISTORY     - 1990     MONUMENTED       VFM
 AA1857  HISTORY     - 20021102 GOOD             USPSQD
 AA1857  HISTORY     - 20040109 GOOD             USPSQD
 AA1857
 AA1857                          STATION DESCRIPTION
 AA1857
 AA1857'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 AA1857'STATION IS LOCATED APPROXIMATELY 12 MILES (19.3 KM) EAST-NORTHEAST OF
 AA1857'LAKE CHARLES, LA., ON LA. HIGHWAY 383 OVERPASS OVER I-10 AT IOWA, LA.
 AA1857'STATION MARK IS AN ALUMINUM, CALCASIEU PARISH MPC PROJECT CAP EPOXIED
 AA1857'INTO DRILL HOLE IN NORTHEAST CORNER OF CONCRETE BRIDGE ABUTMENT. IT IS
 AA1857'18.0 FT. EAST OF THE CENTERLINE OF THE ROADWAY, AND APPROXIMATELY 2
 AA1857'FT. EAST OF METAL GUARDRAIL.
 AA1857
 AA1857                          STATION RECOVERY (2002)
 AA1857
 AA1857'RECOVERY NOTE BY US POWER SQUADRON 2002 (CPM)
 AA1857'RECOVERED IN GOOD CONDITION.
 AA1857
 AA1857                          STATION RECOVERY (2004)
 AA1857
 AA1857'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0144 ***********************************************************************
 AV0144  DESIGNATION -  CRAB=TOPO CRAB
 AV0144  PID         -  AV0144
 AV0144  STATE/COUNTY-  LA/VERMILION
 AV0144  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0144
 AV0144                         *CURRENT SURVEY CONTROL
 AV0144  ___________________________________________________________________
 AV0144* NAD 83(1986)-  29 35 08.     (N)    092 07 19.     (W)     SCALED    
 AV0144* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 AV0144  ___________________________________________________________________
 AV0144  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AV0144
 AV0144  VERT ORDER  -  THIRD (See Below)
 AV0144
 AV0144.The horizontal coordinates were scaled from a topographic map and have
 AV0144.an estimated accuracy of +/- 6 seconds.
 AV0144
 AV0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0144.The vertical order pertains to the NGVD 29 superseded value.
 AV0144
 AV0144.The geoid height was determined by GEOID03.
 AV0144
 AV0144;                    North         East    Units  Estimated Accuracy
 AV0144;SPC LA S     -   120,590.      923,600.      MT  (+/- 180 meters Scaled)
 AV0144
 AV0144                          SUPERSEDED SURVEY CONTROL
 AV0144
 AV0144  NGVD 29 (??/??/??)    1.271  (m)            4.17   (f) ADJUSTED    3 0
 AV0144
 AV0144.Superseded values are not recommended for survey control.
 AV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0144.See file dsdata.txt to determine how the superseded data were derived.
 AV0144
 AV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN850731(NAD 83)
 AV0144_MARKER: DT = TOPOGRAPHIC STATION DISK
 AV0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0144_STAMPING: CRAB 1948
 AV0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0144+STABILITY: SURFACE MOTION
 AV0144
 AV0144  HISTORY     - Date     Condition        Report By
 AV0144  HISTORY     - 1948     MONUMENTED       CGS
 AV0144  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0144
 AV0144                          STATION DESCRIPTION
 AV0144
 AV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AV0144'5.0 MI E FROM CHENIERE AU TIGRE.
 AV0144'STATION IS ON THE GULF COAST, 4.6 MILES WEST OF SOUTHWEST PASS, 1/2
 AV0144'MILE WEST OF TWO RADAR TOWERS, ON THE SMALL SHELL RIDGE BACK OF A
 AV0144'SLIGHTLY ROUNDED SMALL MUD POINT.  MARK IS 30 FT. NORTH OF THE MHWL,
 AV0144'25 FT. SOUTH OF THE NEAREST POINT OF MARSH.  STANDARD BENCH MARK DISK
 AV0144'SET IN TOP OF A 3-FOOT LENGTH OF 8-INCH CONCRETE PIPE FILLED WITH
 AV0144'CONCRETE.  THE MARK PROJECTS ONE FOOT.
 AV0144
 AV0144                          STATION RECOVERY (1966)
 AV0144
 AV0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2858 ***********************************************************************
 CQ2858  DESIGNATION -  CRANE
 CQ2858  PID         -  CQ2858
 CQ2858  STATE/COUNTY-  LA/WINN
 CQ2858  USGS QUAD   -  DODSON (1985)
 CQ2858
 CQ2858                         *CURRENT SURVEY CONTROL
 CQ2858  ___________________________________________________________________
 CQ2858* NAD 83(1992)-  32 06 05.84192(N)    092 41 43.14961(W)     ADJUSTED  
 CQ2858* NAVD 88     -        46.6    (meters)     153.     (feet)  VERTCON   
 CQ2858  ___________________________________________________________________
 CQ2858  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CQ2858  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ2858
 CQ2858  HORZ ORDER  -  SECOND
 CQ2858
 CQ2858.The horizontal coordinates were established by classical geodetic methods
 CQ2858.and adjusted by the National Geodetic Survey in January 1993..
 CQ2858
 CQ2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2858
 CQ2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2858
 CQ2858.The geoid height was determined by GEOID03.
 CQ2858
 CQ2858;                    North         East     Units Scale Factor Converg.
 CQ2858;SPC LA N     -   177,596.822   981,565.535   MT  0.99991987   -0 06 11.8
 CQ2858;SPC LA N     -   582,665.57  3,220,352.93   sFT  0.99991987   -0 06 11.8
 CQ2858;UTM  15      - 3,551,740.518   528,746.990   MT  0.99961019   +0 09 42.9
 CQ2858
 CQ2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2858!SPC LA N     -   0.99999672  x   0.99991987  =   0.99991659
 CQ2858!UTM  15      -   0.99999672  x   0.99961019  =   0.99960691
 CQ2858
 CQ2858|---------------------------------------------------------------------|
 CQ2858| PID    Reference Object                     Distance      Geod. Az  |
 CQ2858|                                                           dddmmss.s |
 CQ2858| CQ2857 CRANE LADH A 1971                     7.347 METERS 07634     |
 CQ2858| CY4166 CRANE AZ MK                                        2784128.8 |
 CQ2858| CY4168 CRANE RM 1                           15.144 METERS 30422     |
 CQ2858| CY4167 CRANE AZ MK 2                                      3314321.3 |
 CQ2858|---------------------------------------------------------------------|
 CQ2858
 CQ2858                          SUPERSEDED SURVEY CONTROL
 CQ2858
 CQ2858  NAD 83(1986)-  32 06 05.85633(N)    092 41 43.13994(W) AD(       ) 2
 CQ2858  NAD 27      -  32 06 05.28497(N)    092 41 42.59440(W) AD(       ) 2
 CQ2858  NGVD 29 (07/19/86)   46.6    (m)          153.     (f) VERT ANG       
 CQ2858
 CQ2858.Superseded values are not recommended for survey control.
 CQ2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2858.See file dsdata.txt to determine how the superseded data were derived.
 CQ2858
 CQ2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2874751741(NAD 83)
 CQ2858_MARKER: DD = SURVEY DISK
 CQ2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2858
 CQ2858  HISTORY     - Date     Condition        Report By
 CQ2858  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2858
 CQ2858                          STATION DESCRIPTION
 CQ2858
 CQ2858'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2858'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF DODSON, 9 MILES
 CQ2858'SOUTH-SOUTHEAST OF JONESBORO AND 10.5 MILES NORTHEAST OF
 CQ2858'CALVIN, IN THE NORTHEAST 1/4 OF SECTION 20, T13N, R3W,
 CQ2858'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 CQ2858'OF HIGHWAYS.
 CQ2858'
 CQ2858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 CQ2858'AND STATE HIGHWAY 126 IN DODSON, GO WEST ON HIGHWAY 126 FOR
 CQ2858'2.6 MILES TO THE STATION WHICH IS SET ON THE LEFT AND
 CQ2858'SOUTHWEST OF THE HIGHWAY NEAR A POWER POLE AND A FENCE.
 CQ2858'
 CQ2858'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG
 CQ2858'STATE HIGHWAY 126 FOR 0.15 MILE.  THE MARK IS SET ON THE
 CQ2858'RIGHT AND NORTH OF THE HIGHWAY NEAR A PINE TREE.
 CQ2858'
 CQ2858'TO REACH AZIMITH MARK 2 FROM THE JUNCTION OF STATE HIGHWAY
 CQ2858'126 AND HIGHWAY 1234, GO NORTHWEST ON HIGHWAY 1234 FOR 0.25
 CQ2858'MILE TO THE MARK WHICH IS SET ON THE LEFT AND SOUTHWEST OF
 CQ2858'THE HIGHWAY NEAR A PECAN TREE.
 CQ2858'
 CQ2858'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2858'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2858'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2858'WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP
 CQ2858'OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 CQ2858'GROUND SURFACE.  THEY ARE STAMPED CRANE 1971.  THE MARK IS
 CQ2858'33 FEET WEST-NORTHWEST OF THE CENTER OF A METAL GATE, 29 FEET
 CQ2858'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 126, 5 FEET NORTH OF
 CQ2858'A POWER POLE NO. J-314, 4 FEET SOUTH-SOUTHWEST OF A FENCE,
 CQ2858'AND 5.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 CQ2858'
 CQ2858'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2858'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2858'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2858'WITH THE GROUND.  IT IS STAMPED CRANE R.M. 1 1971.  IT IS
 CQ2858'88 FEET WEST-SOUTHWEST OF A 28 INCH OAK TREE, 53 FEET
 CQ2858'WEST-NORTHWEST OF POWER POLE NO. J-314, 31 FEET SOUTHWEST OF
 CQ2858'THE CENTER OF STATE HIGHWAY 126, AND 5 FEET NORTH-NORTHEAST
 CQ2858'OF A FENCE.
 CQ2858'
 CQ2858'REFERENCE MARK 2 IS A STANDARD LOUISIANA GEODETIC SURVEY
 CQ2858'DISK SET IN THE TOP OF AN 8 INCH BY 8 INCH CONCRETE MONUMENT
 CQ2858'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 CQ2858'STAMPED D3497.  IT IS 35 FEET EAST-NORTHEAST OF THE CENTER OF
 CQ2858'STATE HIGHWAY 126, 34 FEET NORTH OF A 28 INCH OAK TREE, 27
 CQ2858'FEET NORTH-NORTHWEST OF A 34 INCH OAK TREE, 6.5 FEET WEST OF
 CQ2858'A FENCE, AND 1.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 CQ2858'AND SIGN.
 CQ2858'
 CQ2858'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2858'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2858'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2858'WITH THE GROUND.  IT IS STAMPED CRANE AZ. MK. 1971.  IT IS
 CQ2858'117 FEET WEST-NORTHWEST OF A POWER POLE, 103 FEET
 CQ2858'WEST-SOUTHWEST OF A BRACE POLE, 29 FEET NORTH OF THE CENTER
 CQ2858'OF STATE HIGHWAY 126, 13 FEET WEST-SOUTHWEST OF A 10 INCH
 CQ2858'PINE TREE, AND 2 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CQ2858'
 CQ2858'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2858'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2858'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2858'WITH THE GROUND.  IT IS STAMPED CRANE AZ. MK. 2 1971.  IT IS
 CQ2858'130 FEET SOUTH OF A 40 INCH OAK TREE, 68 FEET WEST-SOUTHWEST
 CQ2858'OF A 30 INCH PECAN TREE, 39 FEET SOUTHWEST OF THE CENTER OF
 CQ2858'STATE HIGHWAY 1234, 4 FEET NORTHEAST OF A POWER POLE, AND 2
 CQ2858'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ2858'
 CQ2858'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0925 ***********************************************************************
 AT0925  DESIGNATION -  CRANE
 AT0925  PID         -  AT0925
 AT0925  STATE/COUNTY-  LA/ST BERNARD
 AT0925  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0925
 AT0925                         *CURRENT SURVEY CONTROL
 AT0925  ___________________________________________________________________
 AT0925* NAD 83(1992)-  29 59 46.30737(N)    089 14 45.37567(W)     ADJUSTED  
 AT0925* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0925  ___________________________________________________________________
 AT0925  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AT0925  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AT0925
 AT0925  HORZ ORDER  -  SECOND
 AT0925
 AT0925.The horizontal coordinates were established by classical geodetic methods
 AT0925.and adjusted by the National Geodetic Survey in May 1994..
 AT0925
 AT0925.The orthometric height was scaled from a topographic map.
 AT0925
 AT0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0925
 AT0925.The geoid height was determined by GEOID03.
 AT0925
 AT0925;                    North         East     Units Scale Factor Converg.
 AT0925;SPC LA S     -   167,679.139 1,201,386.628   MT  0.99992575   +1 02 37.4
 AT0925;SPC LA S     -   550,127.31  3,941,549.30   sFT  0.99992575   +1 02 37.4
 AT0925;UTM  16      - 3,320,487.469   283,348.295   MT  1.00017914   -1 07 23.8
 AT0925
 AT0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0925!SPC LA S     -   1.00000415  x   0.99992575  =   0.99992990
 AT0925!UTM  16      -   1.00000415  x   1.00017914  =   1.00018329
 AT0925
 AT0925:                Primary Azimuth Mark                     Grid Az
 AT0925:SPC LA S     -  MITCHELL KEY LIGHT                       141 05 07.1
 AT0925:UTM  16      -  MITCHELL KEY LIGHT                       143 15 08.3
 AT0925
 AT0925|---------------------------------------------------------------------|
 AT0925| PID    Reference Object                     Distance      Geod. Az  |
 AT0925|                                                           dddmmss.s |
 AT0925| AT0928 MITCHELL KEY LIGHT                  APPROX.13.1 KM 1420744.5 |
 AT0925| DD6560 CRANE RM 1                           36.372 METERS 19816     |
 AT0925| AT0979 CRANE 1934 AZ MK                    APPROX. 0.7 KM 2244252.6 |
 AT0925| DD6562 CRANE RM 3                           22.960 METERS 25125     |
 AT0925| DD6561 CRANE RM 2                           36.648 METERS 30221     |
 AT0925|---------------------------------------------------------------------|
 AT0925
 AT0925                          SUPERSEDED SURVEY CONTROL
 AT0925
 AT0925  NAD 83(1992)-  29 59 46.31733(N)    089 14 45.36782(W) AD(       ) 2
 AT0925  NAD 83(1986)-  29 59 46.31846(N)    089 14 45.36867(W) AD(       ) 2
 AT0925  NAD 27      -  29 59 45.59600(N)    089 14 45.22300(W) AD(       ) 2
 AT0925
 AT0925.Superseded values are not recommended for survey control.
 AT0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0925.See file dsdata.txt to determine how the superseded data were derived.
 AT0925
 AT0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8334820487(NAD 83)
 AT0925_MARKER: DS = TRIANGULATION STATION DISK
 AT0925_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0925_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0925
 AT0925  HISTORY     - Date     Condition        Report By
 AT0925  HISTORY     - 1934     MONUMENTED       CGS
 AT0925  HISTORY     - 1952     GOOD             CGS
 AT0925  HISTORY     - 1955     GOOD             CGS
 AT0925  HISTORY     - 1966     GOOD             CGS
 AT0925
 AT0925                          STATION DESCRIPTION
 AT0925
 AT0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT0925'THE STATION IS LOCATED S OF MISSISSIPPI SOUND ON NW SHORE OF
 AT0925'CRANETOWN BAY AND
 AT0925'NE OF KERCHIMBO BAY, ON THE NORTHERN POINT OF LAND
 AT0925'E OF A BAYOU RUNNING N AND S ACROSS
 AT0925'THE ISLAND, 62 METERS W OF SHORE
 AT0925'LINE OF CRANETOWN BAY AND 90 METERS E OF E EDGE OF
 AT0925'BAYOU.
 AT0925'
 AT0925'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT0925'AT THE TOPS OF
 AT0925'8-INCH TILES WHICH ARE FASTENED BY MEANS OF CONCRETE
 AT0925'TO THE UPPER END OF LONG WOODEN
 AT0925'PILES DRIVEN INTO THE MARSH, AND
 AT0925'PROJECTING 1 FOOT ABOVE THE SURFACE.
 AT0925'
 AT0925'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 AT0925
 AT0925                          STATION RECOVERY (1952)
 AT0925
 AT0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0925'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 AT0925'COMPLETE NEW
 AT0925'DESCRIPTION FOLLOWS-
 AT0925'
 AT0925'STATION IS LOCATED S OF MISSISSIPPI SOUND ON NW SHORE OF CRANETOWN
 AT0925'BAY AND NE OF
 AT0925'KERCHIMO BAY.  IT IS ON THE N POINT OF LAND E OF A
 AT0925'BAYOU RUNNING N AND S ACROSS THE
 AT0925'ISLAND, 30 METERS W OF SHORELINE OF
 AT0925'CRANETOWN BAY, AND 100 METERS E OF E EDGE OF BAYOU.
 AT0925'
 AT0925'STATION MARK IS A STANDARD DISK, STAMPED CRANE 1934, SET IN CONCRETE
 AT0925'AT THE TOP OF AN
 AT0925'8-INCH TILE WHICH IS SUPPORTED ON A LONG WOODEN PILE
 AT0925'DRIVEN INTO THE MARSH.  STATION
 AT0925'PROJECTS APPROXIMATELY 8 INCHES.
 AT0925'
 AT0925'R.M. 1 IS A STANDARD DISK, STAMPED CRANE NO 1 1934, SET IN CONCRETE
 AT0925'AT THE TOP OF AN
 AT0925'8-INCH TILE WHICH IS SUPPORTED ON A LONG WOODEN PILE
 AT0925'DRIVEN INTO THE MARSH.  MARK
 AT0925'PROJECTS APPROXIMATELY 8 INCHES.
 AT0925'
 AT0925'R.M. 2 IS A STANDARD DISK, STAMPED CRANE NO 2 1934, SET IN CONCRETE
 AT0925'AT TOP OF AN
 AT0925'8-INCH TILE WHICH IS SUPPORTED ON A LONG WOODEN PILE
 AT0925'DRIVEN INTO THE MARSH.  MARK
 AT0925'PROJECTS APPROXIMATELY 8 INCHES.
 AT0925
 AT0925                          STATION RECOVERY (1955)
 AT0925
 AT0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT0925'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AT0925'FORMER DESCRIPTION
 AT0925'IS ADEQUATE.
 AT0925
 AT0925                          STATION RECOVERY (1966)
 AT0925
 AT0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0925'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND IN GOOD
 AT0925'CONDITION.  THE
 AT0925'DIRECTION TO REFERENCE MARK 2 CHECKED.  THE DISTANCE
 AT0925'TO REFERENCE MARK 2 WAS FOUND TO
 AT0925'BE 0.80 FEET LONGER.  REFERENCE MARK
 AT0925'1 WAS FOUND DESTROYED.  REFERENCE MARK 3 AND AN
 AT0925'AZIMUTH MARK WAS
 AT0925'ESTABLISHED AT THIS TIME.  THE AZIMUTH MARK WAS ESTABLISHED BY
 AT0925'MEANS OF
 AT0925'TELLUROMETER AND 4 POSTION ANGLE DETERMINATION IN THE EVENT THE
 AT0925'STATION IS LOST DUE
 AT0925'TO EROSION.
 AT0925'
 AT0925'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 AT0925'
 AT0925'THE STATION IS LOCATED IN MARSHLAND ON SOUTH SIDE OF THE MISSISSIPPI
 AT0925'SOUND ON NORTHWEST
 AT0925'SHORE OF CRANETOWN BAY AND NORTHEAST OF KERCHIMO
 AT0925'BAY AND ON THE NORTH POINT OF LAND
 AT0925'EAST OF A CANAL RUNNING NORTH AND
 AT0925'SOUTH ACROSS THE ISLAND.
 AT0925'
 AT0925'STATION MARK, A STANDARD DISK STAMPED CRANE 1934, IS SET IN THE TOP
 AT0925'OF AN 8 INCH
 AT0925'TERRACOTTA TILE WHICH IS 3 INCHES BELOW THE GROUND
 AT0925'SURFACE.  IT IS 30 FEET WEST OF
 AT0925'THE WATERS EDGE AND 4.9 FEET NORTH OF
 AT0925'A METAL WITNESS POST.
 AT0925'
 AT0925'REFERENCE MARK NO. 2, A STANDRAD DISK STAMPED CRANE NO 2 1934, SET IN
 AT0925'THE TOP OF AN 8
 AT0925'INCH TERRACOTTA TILE WHICH PROJECTS 6 INCHES.  IT IS
 AT0925'189 FEET EAST OF THE EAST EDGE OF
 AT0925'A CANAL AND 122 FEET NORTHWEST OF
 AT0925'THE METAL WITNESS POST.
 AT0925'
 AT0925'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CRANE NO 3 1934 1966,
 AT0925'IS CRIMPED TO THE
 AT0925'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT0925'LONG.  IT IS ENCASED IN A 4 INCH
 AT0925'ORANGEBURG PIPE WHICH PROJECTS 2
 AT0925'FEET.  IT IS 219 FEET EAST OF THE EAST EDGE OF THE
 AT0925'CANAL AND 72.6
 AT0925'FEET WEST OF THE METAL WITNESS POST.
 AT0925'
 AT0925'AZIMUTH MARK, A STANDARD DISK STAMPED CRANE 1934 1966, IS CRIMPED TO
 AT0925'THE TOP OF A 5/8
 AT0925'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT0925'ENCASED IN A ORANGEBURG PIPE WHICH
 AT0925'PROJECTS 1.5 FEET.  IT IS LOCATED
 AT0925'SOUTH-SOUTHWEST OF THE STATION ON THE SAME ISLAND AND
 AT0925'JUST WEST OF
 AT0925'THE EAST EDGE OF THE CANAL.  IT IS 130 FEET NORTHWEST OF A CANAL, 63
 AT0925'FEET SOUTHEAST OF
 AT0925'THE SOUTH SIDE OF A SMALL POND AND 4 FEET NORTHWEST
 AT0925'OF A METAL WITNESS POST.
 AT0925'
 AT0925'STATION CAN BE REACHED BY FLOAT PLANE, HELICOPTER OR BOAT
 AT0925'ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0979 ***********************************************************************
 AT0979  DESIGNATION -  CRANE 1934 AZ MK
 AT0979  PID         -  AT0979
 AT0979  STATE/COUNTY-  LA/ST BERNARD
 AT0979  USGS QUAD   -  OAK MOUND BAYOU (1994)
 AT0979
 AT0979                         *CURRENT SURVEY CONTROL
 AT0979  ___________________________________________________________________
 AT0979* NAD 83(1992)-  29 59 31.19325(N)    089 15 02.56630(W)     ADJUSTED  
 AT0979* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0979  ___________________________________________________________________
 AT0979  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AT0979  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AT0979
 AT0979  HORZ ORDER  -  THIRD
 AT0979
 AT0979.The horizontal coordinates were established by classical geodetic methods
 AT0979.and adjusted by the National Geodetic Survey in May 1994..
 AT0979.No horizontal observational check was made to the station.
 AT0979
 AT0979.The orthometric height was scaled from a topographic map.
 AT0979
 AT0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0979
 AT0979.The geoid height was determined by GEOID03.
 AT0979
 AT0979;                    North         East     Units Scale Factor Converg.
 AT0979;SPC LA S     -   167,205.469 1,200,934.439   MT  0.99992576   +1 02 28.8
 AT0979;SPC LA S     -   548,573.28  3,940,065.74   sFT  0.99992576   +1 02 28.8
 AT0979;UTM  16      - 3,320,031.119   282,878.401   MT  1.00018166   -1 07 31.9
 AT0979
 AT0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0979!SPC LA S     -   1.00000415  x   0.99992576  =   0.99992991
 AT0979!UTM  16      -   1.00000415  x   1.00018166  =   1.00018581
 AT0979
 AT0979                          SUPERSEDED SURVEY CONTROL
 AT0979
 AT0979  NAD 83(1992)-  29 59 31.20322(N)    089 15 02.55846(W) AD(       ) 3
 AT0979  NAD 83(1986)-  29 59 31.20437(N)    089 15 02.55933(W) AD(       ) 3
 AT0979  NAD 27      -  29 59 30.48100(N)    089 15 02.41300(W) AD(       ) 3
 AT0979
 AT0979.Superseded values are not recommended for survey control.
 AT0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0979.See file dsdata.txt to determine how the superseded data were derived.
 AT0979
 AT0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8287820031(NAD 83)
 AT0979_MARKER: DZ = AZIMUTH MARK DISK
 AT0979_SETTING: 0 = UNSPECIFIED SETTING
 AT0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0979
 AT0979  HISTORY     - Date     Condition        Report By
 AT0979  HISTORY     - 1966     MONUMENTED       CGS
 AT0979
 AT0979                          STATION DESCRIPTION
 AT0979
 AT0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT0979'AZIMUTH MARK, A STANDARD DISK STAMPED CRANE 1934 1966, IS CRIMPED TO
 AT0979'THE TOP OF A 5/8
 AT0979'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT0979'ENCASED IN A ORANGEBURG PIPE WHICH
 AT0979'PROJECTS 1.5 FEET.  IT IS LOCATED
 AT0979'SOUTH-SOUTHWEST OF THE STATION ON THE SAME ISLAND AND
 AT0979'JUST WEST OF
 AT0979'THE EAST EDGE OF THE CANAL.  IT IS 130 FEET NORTHWEST OF A CANAL, 63
 AT0979'FEET SOUTHEAST OF
 AT0979'THE SOUTH SIDE OF A SMALL POND AND 4 FEET NORTHWEST
 AT0979'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2636 ***********************************************************************
 BH2636  DESIGNATION -  CREOLE
 BH2636  PID         -  BH2636
 BH2636  STATE/COUNTY-  LA/ST BERNARD
 BH2636  USGS QUAD   -  ISLE AU PITRE (1994)
 BH2636
 BH2636                         *CURRENT SURVEY CONTROL
 BH2636  ___________________________________________________________________
 BH2636* NAD 83(1992)-  30 07 32.45887(N)    089 13 20.73892(W)     ADJUSTED  
 BH2636* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 BH2636  ___________________________________________________________________
 BH2636  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BH2636  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BH2636
 BH2636  HORZ ORDER  -  THIRD
 BH2636
 BH2636.The horizontal coordinates were established by classical geodetic methods
 BH2636.and adjusted by the National Geodetic Survey in May 1994..
 BH2636
 BH2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2636
 BH2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2636
 BH2636.The geoid height was determined by GEOID03.
 BH2636
 BH2636;                    North         East     Units Scale Factor Converg.
 BH2636;SPC LA S     -   182,071.231 1,203,390.188   MT  0.99992811   +1 03 19.7
 BH2636;SPC LA S     -   597,345.36  3,948,122.64   sFT  0.99992811   +1 03 19.7
 BH2636;SPC MS E     -    69,416.953   262,506.881   MT  0.99996734   -0 11 43.0
 BH2636;SPC MS E     -   227,745.45    861,241.33   sFT  0.99996734   -0 11 43.0
 BH2636;UTM  16      - 3,334,796.930   285,895.790   MT  1.00016558   -1 06 57.1
 BH2636
 BH2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2636!SPC LA S     -   1.00000407  x   0.99992811  =   0.99993218
 BH2636!SPC MS E     -   1.00000407  x   0.99996734  =   0.99997141
 BH2636!UTM  16      -   1.00000407  x   1.00016558  =   1.00016966
 BH2636
 BH2636|---------------------------------------------------------------------|
 BH2636| PID    Reference Object                     Distance      Geod. Az  |
 BH2636|                                                           dddmmss.s |
 BH2636| DD7756 CREOLE RM 1                          12.746 METERS 01038     |
 BH2636| AB7653 CREOLE RM 2                          12.496 METERS 10434     |
 BH2636| BH2637 GRAND PASS RAD STA KKP 261 MST       44.073 METERS 16038     |
 BH2636| BH2632 GRAND PASS 3                        APPROX. 2.3 KM 2581632.9 |
 BH2636| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 1.4 KM 2641925.1 |
 BH2636|---------------------------------------------------------------------|
 BH2636
 BH2636                          SUPERSEDED SURVEY CONTROL
 BH2636
 BH2636  NAD 83(1992)-  30 07 32.47166(N)    089 13 20.73022(W) AD(       ) 3
 BH2636  NAD 83(1986)-  30 07 32.47187(N)    089 13 20.73034(W) AD(       ) 3
 BH2636  NAD 27      -  30 07 31.75089(N)    089 13 20.58500(W) AD(       ) 3
 BH2636  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 BH2636
 BH2636.Superseded values are not recommended for survey control.
 BH2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2636.See file dsdata.txt to determine how the superseded data were derived.
 BH2636
 BH2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8589634797(NAD 83)
 BH2636_MARKER: DS = TRIANGULATION STATION DISK
 BH2636_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2636+WITH SETTING: INFORMATION.
 BH2636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2636
 BH2636  HISTORY     - Date     Condition        Report By
 BH2636  HISTORY     - 1966     MONUMENTED       CGS
 BH2636  HISTORY     - 1969     GOOD             CGS
 BH2636  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BH2636
 BH2636                          STATION DESCRIPTION
 BH2636
 BH2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2636'STATION IS NEAR THE SITE OF THE LOUISIANA FISH AND WILDLIFE
 BH2636'COMMISSION STATION ON THE EAST BANK OF BAYOU PIERRE, ABOUT 1 MILE
 BH2636'NORTHEAST OF GRAND PASS, 1/2 MILE SOUTH OF CREOLE GAP AND 10-1/2
 BH2636'MILES EAST OF GRAND ISLAND.
 BH2636'
 BH2636'THE STATION IS A STANDARD DISK STAMPED CREOLE 1966, CRIMPED TO THE
 BH2636'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG. IT IS
 BH2636'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 1.3 FEET. IT IS
 BH2636'4.7 FEET NORTH OF A METAL WITNESS POST, 27 FEET EAST OF THE EAST
 BH2636'EDGE OF BAYOU PIERRE AND 75.6 FEET NORTH OF THE NORTHWEST CORNER
 BH2636'OF A BUILDING BUILT ON PILINGS.
 BH2636'
 BH2636'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CREOLE NO 1 1966,
 BH2636'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2636'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2
 BH2636'FEET.  IT IS 34 FEET EAST OF THE EAST EDGE OF BAYOU PIERRE AND
 BH2636'46 FEET NORTHEAST OF THE METAL WITNESS POST.
 BH2636'
 BH2636'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CREOLE NO 2 1966,
 BH2636'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2636'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS
 BH2636'1.8 FEET. IT IS 39.4 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST,
 BH2636'67 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING AND 68
 BH2636'FEET EAST OF THE EAST EDGE OF BAYOU PIERRE.
 BH2636'
 BH2636'NOTE--NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
 BH2636'
 BH2636'STATION CAN BE REACHED BY BOAT, FLOAT PLANE OR HELICOPTER.
 BH2636
 BH2636                          STATION RECOVERY (1969)
 BH2636
 BH2636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2636'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 BH2636'AFTER HURRICANE CAMILLE.  THE FISH AND WILD LIFE BUILDINGS WERE
 BH2636'GONE.  THE RADIO MAST WAS GONE.
 BH2636
 BH2636                          STATION RECOVERY (1971)
 BH2636
 BH2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2636'DESTROYED.  STATION WAS KNOCKED OUT DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0658 ***********************************************************************
 AV0658  DESIGNATION -  CREOLE 1955
 AV0658  PID         -  AV0658
 AV0658  STATE/COUNTY-  LA/VERMILION
 AV0658  USGS QUAD   -  MULBERRY ISLAND EAST (1979)
 AV0658
 AV0658                         *CURRENT SURVEY CONTROL
 AV0658  ___________________________________________________________________
 AV0658* NAD 83(1992)-  29 36 05.28075(N)    092 19 39.59846(W)     ADJUSTED  
 AV0658* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0658  **This station is located in a subsidence area (see below).
 AV0658  ___________________________________________________________________
 AV0658  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0658  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AV0658
 AV0658  HORZ ORDER  -  THIRD
 AV0658
 AV0658.The horizontal coordinates were established by classical geodetic methods
 AV0658.and adjusted by the National Geodetic Survey in January 1993..
 AV0658
 AV0658 ** The orthometric height has not been validated since last determined
 AV0658 ** by differential leveling and should not be used for control purposes.
 AV0658 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0658 ** area with valid NAVD 88 orthometric heights.
 AV0658 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0658 ** epoch indicated which incorporates improved geoid heights for the
 AV0658 ** Southern Louisiana Subsidence area.
 AV0658 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0658.The orthometric height was scaled from a topographic map.
 AV0658
 AV0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0658
 AV0658.The geoid height was determined by GEOID03.
 AV0658
 AV0658;                    North         East     Units Scale Factor Converg.
 AV0658;SPC LA S     -   122,510.184   903,685.532   MT  0.99994988   -0 29 49.8
 AV0658;SPC LA S     -   401,935.50  2,964,841.62   sFT  0.99994988   -0 29 49.8
 AV0658;UTM  15      - 3,274,814.675   565,103.336   MT  0.99965230   +0 19 55.6
 AV0658
 AV0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0658!SPC LA S     -   1.00000388  x   0.99994988  =   0.99995376
 AV0658!UTM  15      -   1.00000388  x   0.99965230  =   0.99965618
 AV0658
 AV0658                          SUPERSEDED SURVEY CONTROL
 AV0658
 AV0658  NAD 83(1986)-  29 36 05.30094(N)    092 19 39.58477(W) AD(       ) 3
 AV0658  NAD 27      -  29 36 04.51500(N)    092 19 39.11000(W) AD(       ) 3
 AV0658
 AV0658.Superseded values are not recommended for survey control.
 AV0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0658.See file dsdata.txt to determine how the superseded data were derived.
 AV0658
 AV0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6510374815(NAD 83)
 AV0658_MARKER: DS = TRIANGULATION STATION DISK
 AV0658_SETTING: 0 = UNSPECIFIED SETTING
 AV0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0658
 AV0658  HISTORY     - Date     Condition        Report By
 AV0658  HISTORY     - 1955     MONUMENTED       CGS
 AV0658
 AV0658                          STATION DESCRIPTION
 AV0658
 AV0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0658'STATION IS LOCATED ON THE SOUTH BANK OF THE LOUISIANA FUR
 AV0658'COMPANY CANAL, ABOUT 6.5 MILES SOUTHEAST OF THE VILLAGE OF
 AV0658'PECAN ISLAND, 2.5 MILES NORTH OF THE COAST AND ABOUT 0.5 MILE
 AV0658'EAST SOUTHEAST OF THE RECYCLING PLANT WHICH IS OWNED AND
 AV0658'OPERATED BY THE HUMBLE OIL AND REFINING COMPANY.
 AV0658'
 AV0658'TO REACH FROM THE PECAN ISLAND SCHOOL AT PECAN ISLAND, DRIVE
 AV0658'EAST FOR 3.45 MILES TO A BOAT DOCK AT THE CAMP OF THE HUMBLE
 AV0658'OIL AND REFINING COMPANY AND THE END OF TRUCK TRAVEL.  TAKE
 AV0658'BOAT AND CONTINUE SOUTH AND EASTERLY ON HUMBLE CANAL, PASSING
 AV0658'THE RECYCLING PLANT ON THE LEFT, FOR ABOUT 6.2 MILES TO THE
 AV0658'JUNCTION WITH THE LOUISIANA FUR COMPANY CANAL AND A SIDE
 AV0658'CANAL LEADING NORTHWEST.  CONTINUE ALONG THE LOUISIANA FUR
 AV0658'COMPANY CANAL IN AN EAST SOUTHEAST DIRECTION FOR ABOUT 1600
 AV0658'FEET TO A DEEP INDENTATION IN SOUTH BANK IN CANAL AND THE
 AV0658'STATION.
 AV0658'
 AV0658'STATION MARK, STAMPED CREOLE 1955, IS A STANDARD DISK BRAZED
 AV0658'TO THE TOP OF AN IRON PIPE WHICH IS ABOUT 3 INCHES IN DIAMETER
 AV0658'AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 AV0658'
 AV0658'REFERENCE AND AZIMUTH MARKS WERE NOT SET FOR THIS STATION.
 AV0658'
 AV0658'STATION WAS NOT OCCUPIED.
 AV0658'
 AV0658'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0780 ***********************************************************************
 AV0780  DESIGNATION -  CREOLE CAMERON TELE MICRO MAST
 AV0780  PID         -  AV0780
 AV0780  STATE/COUNTY-  LA/CAMERON
 AV0780  USGS QUAD   -  CREOLE (1982)
 AV0780
 AV0780                         *CURRENT SURVEY CONTROL
 AV0780  ___________________________________________________________________
 AV0780* NAD 83(1992)-  29 49 59.61185(N)    093 06 35.83957(W)     ADJUSTED  
 AV0780* NAVD 88     -                                                        
 AV0780  **This station is located in a subsidence area (see below).
 AV0780  ___________________________________________________________________
 AV0780  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0780  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AV0780
 AV0780  HORZ ORDER  -  THIRD
 AV0780
 AV0780.The horizontal coordinates were established by classical geodetic methods
 AV0780.and adjusted by the National Geodetic Survey in January 1993..
 AV0780
 AV0780 ** The orthometric height has not been validated since last determined
 AV0780 ** by differential leveling and should not be used for control purposes.
 AV0780 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0780 ** area with valid NAVD 88 orthometric heights.
 AV0780 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0780 ** epoch indicated which incorporates improved geoid heights for the
 AV0780 ** Southern Louisiana Subsidence area.
 AV0780 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0780
 AV0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0780
 AV0780.The geoid height was determined by GEOID03.
 AV0780
 AV0780;                    North         East     Units Scale Factor Converg.
 AV0780;SPC LA S     -   149,111.605   828,313.339   MT  0.99993000   -0 53 18.0
 AV0780;SPC LA S     -   489,210.32  2,717,558.01   sFT  0.99993000   -0 53 18.0
 AV0780;UTM  15      - 3,300,310.693   489,377.362   MT  0.99960139   -0 03 16.9
 AV0780
 AV0780                          SUPERSEDED SURVEY CONTROL
 AV0780
 AV0780  NAD 83(1986)-  29 49 59.63876(N)    093 06 35.82035(W) AD(       ) 4
 AV0780  NAD 27      -  29 49 58.84300(N)    093 06 35.28600(W) AD(       ) 3
 AV0780
 AV0780.Superseded values are not recommended for survey control.
 AV0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0780.See file dsdata.txt to determine how the superseded data were derived.
 AV0780
 AV0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8937700311(NAD 83)
 AV0780_MARKER: 44 = MICROWAVE MAST
 AV0780
 AV0780  HISTORY     - Date     Condition        Report By
 AV0780  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0780  HISTORY     - 1963     GOOD             CGS
 AV0780
 AV0780                          STATION DESCRIPTION
 AV0780
 AV0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0780'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE CENTER OF
 AV0780'CREOLE, 125 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 0.25
 AV0780'MILE WEST OF THE JUNCTION OF STATE HIGHWAY 82 AND 27 AND 1143.
 AV0780'IT IS A GUYED STEEL STRUCTURE RED AND WHITE IN COLOR, AND IS 125
 AV0780'FEET HIGH.  IT HAS ANTENNAS ON THE EAST AND WEST SIDES.  THE
 AV0780'INTERSECTING POINT WAS THE TOP CENTER.
 AV0780
 AV0780                          STATION RECOVERY (1963)
 AV0780
 AV0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0780'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AV0780'BY R.W.T. 1963 IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0786 ***********************************************************************
 AV0786  DESIGNATION -  CREOLE CATHOLIC CHURCH
 AV0786  PID         -  AV0786
 AV0786  STATE/COUNTY-  LA/CAMERON
 AV0786  USGS QUAD   -  GRAND BAYOU (1982)
 AV0786
 AV0786                         *CURRENT SURVEY CONTROL
 AV0786  ___________________________________________________________________
 AV0786* NAD 83(1992)-  29 48 30.01194(N)    093 09 31.45984(W)     ADJUSTED  
 AV0786* NAVD 88     -                                                        
 AV0786  **This station is located in a subsidence area (see below).
 AV0786  ___________________________________________________________________
 AV0786  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0786  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AV0786
 AV0786  HORZ ORDER  -  THIRD
 AV0786
 AV0786.The horizontal coordinates were established by classical geodetic methods
 AV0786.and adjusted by the National Geodetic Survey in January 1993..
 AV0786
 AV0786 ** The orthometric height has not been validated since last determined
 AV0786 ** by differential leveling and should not be used for control purposes.
 AV0786 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0786 ** area with valid NAVD 88 orthometric heights.
 AV0786 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0786 ** epoch indicated which incorporates improved geoid heights for the
 AV0786 ** Southern Louisiana Subsidence area.
 AV0786 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0786
 AV0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0786
 AV0786.The geoid height was determined by GEOID03.
 AV0786
 AV0786;                    North         East     Units Scale Factor Converg.
 AV0786;SPC LA S     -   146,427.325   823,555.527   MT  0.99993136   -0 54 45.8
 AV0786;SPC LA S     -   480,403.65  2,701,948.42   sFT  0.99993136   -0 54 45.8
 AV0786;UTM  15      - 3,297,558.372   484,660.662   MT  0.99960290   -0 04 44.1
 AV0786
 AV0786                          SUPERSEDED SURVEY CONTROL
 AV0786
 AV0786  NAD 83(1986)-  29 48 30.03702(N)    093 09 31.44318(W) AD(       ) 4
 AV0786  NAD 27      -  29 48 29.24700(N)    093 09 30.91200(W) AD(       ) 3
 AV0786
 AV0786.Superseded values are not recommended for survey control.
 AV0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0786.See file dsdata.txt to determine how the superseded data were derived.
 AV0786
 AV0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8466197558(NAD 83)
 AV0786_MARKER: 91 = CHURCH CROSS
 AV0786
 AV0786  HISTORY     - Date     Condition        Report By
 AV0786  HISTORY     - 1932     FIRST OBSERVED   CGS
 AV0786  HISTORY     - 1955     GOOD             CGS
 AV0786
 AV0786                          STATION DESCRIPTION
 AV0786
 AV0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0786'CROSS ON LARGE WOODEN STRUCTURE WITH TALL CUPOLA AND CROSS,
 AV0786'ON THE SHELL ROAD BETWEEN CAMERON AND CREOLE, ABOUT 2 MILES W OF
 AV0786'CREOLE, ON THE N SIDE OF THE ROAD.  CROSS IS TO THE S AND FRONT
 AV0786'OF CHURCH.
 AV0786
 AV0786                          STATION RECOVERY (1955)
 AV0786
 AV0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0786'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AV0786'ADDITIONAL NOTES FOLLOW--
 AV0786'
 AV0786'THE STATION IS THE TOP AND CENTER OF THE WOODEN CROSS ON THE
 AV0786'STEEPLE OF THE SACRED HEART CHURCH.  THIS CHURCH LIES ABOUT 3
 AV0786'MILES WEST OF THE VILLAGE OF CREOLE AND ABOUT 100 FEET NORTH
 AV0786'OF STATE HIGHWAY NUMBER 42.
 AV0786'
 AV0786'THE STEEPLE AND CROSS ARE ON THE SOUTH END OF THE CHURCH
 AV0786'ROOF AND IS ABOUT 75 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7653 ***********************************************************************
 AB7653  DESIGNATION -  CREOLE RM 2
 AB7653  PID         -  AB7653
 AB7653  STATE/COUNTY-  LA/ST BERNARD
 AB7653  USGS QUAD   -  ISLE AU PITRE (1994)
 AB7653
 AB7653                         *CURRENT SURVEY CONTROL
 AB7653  ___________________________________________________________________
 AB7653* NAD 83(1992)-  30 07 32.35679(N)    089 13 20.28711(W)     ADJUSTED  
 AB7653* NAVD 88     -         0.5    (meters)       2.     (feet)  GPS OBS   
 AB7653  ___________________________________________________________________
 AB7653  X           -      74,939.865 (meters)                     COMP
 AB7653  Y           -  -5,520,747.351 (meters)                     COMP
 AB7653  Z           -   3,182,415.931 (meters)                     COMP
 AB7653  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AB7653  ELLIP HEIGHT-         -26.40  (meters)          (02/21/02) GPS OBS
 AB7653  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AB7653
 AB7653  HORZ ORDER  -  FIRST
 AB7653  ELLP ORDER  -  FOURTH    CLASS I
 AB7653
 AB7653.The horizontal coordinates were established by GPS observations
 AB7653.and adjusted by the National Geodetic Survey in October 1996..
 AB7653
 AB7653.The orthometric height was determined by GPS observations and a
 AB7653.high-resolution geoid model.
 AB7653
 AB7653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7653
 AB7653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7653
 AB7653.The ellipsoidal height was determined by GPS observations
 AB7653.and is referenced to NAD 83.
 AB7653
 AB7653.The geoid height was determined by GEOID03.
 AB7653
 AB7653;                    North         East     Units Scale Factor Converg.
 AB7653;SPC LA S     -   182,068.311 1,203,402.337   MT  0.99992811   +1 03 20.0
 AB7653;SPC LA S     -   597,335.78  3,948,162.50   sFT  0.99992811   +1 03 20.0
 AB7653;UTM  16      - 3,334,793.551   285,907.823   MT  1.00016552   -1 06 56.9
 AB7653
 AB7653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7653!SPC LA S     -   1.00000415  x   0.99992811  =   0.99993226
 AB7653!UTM  16      -   1.00000415  x   1.00016552  =   1.00016967
 AB7653
 AB7653                          SUPERSEDED SURVEY CONTROL
 AB7653
 AB7653  ELLIP H (10/29/96)  -26.42   (m)                       GP(       ) 4 1
 AB7653
 AB7653.Superseded values are not recommended for survey control.
 AB7653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7653.See file dsdata.txt to determine how the superseded data were derived.
 AB7653
 AB7653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8590834794(NAD 83)
 AB7653_MARKER: DS = TRIANGULATION STATION DISK
 AB7653_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB7653+WITH SETTING: INFORMATION.
 AB7653_STAMPING: CREOLE NO 2 1966
 AB7653_MARK LOGO: CGS   
 AB7653_PROJECTION: RECESSED 2 CENTIMETERS
 AB7653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7653+SATELLITE: SATELLITE OBSERVATIONS - 1966
 AB7653_ROD/PIPE-DEPTH: 7.3  meters
 AB7653
 AB7653  HISTORY     - Date     Condition        Report By
 AB7653  HISTORY     - 1966     MONUMENTED       CGS
 AB7653
 AB7653                          STATION DESCRIPTION
 AB7653
 AB7653'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AB7653'THE STATION IS AT THE SITE OF THE ABANDONED LOUISIANA FISH AND
 AB7653'WILDLIFE COMMISSION STATION ON THE EAST BANK OF BAYOU PIERRE, ABOUT 1
 AB7653'MI (1.6 KM) NE OF GRAND AND 0.5 MI (0.8 KM) SOUTH OF CREOLE GAP IN
 AB7653'MISSISSIPPI SOUND.  TO REACH THE STATION FROM BAYOU CADDY IN
 AB7653'MISSISSIPPI, PROCEED SE BY BOAT FOR APPROX.  19 MI (30.6 KM) TO THE
 AB7653'CUT THROUGH THE ISLAND AND THE STATION ON THE LEFT NEAR THE BUILDING.
 AB7653'THIS STATION IS A REFERENCE MARK FOR STATION CREOLE WHICH WAS FOUND
 AB7653'DESTROYED IN 1971.  IT IS A DISK CRIMPED TO THE TOP OF A COPPER WELD
 AB7653'ROD WHICH IS 24 FT (7.3 M) LONG.  IT IS INCASED IN A 4 IN PIPE.  IT IS
 AB7653'67 FT (20.4 M) NE OF THE THE NE CORNER OF THE BUILDING AND 68 FT (20.7
 AB7653'M) EAST OF THE EAST EDGE OF BAYOU PIERRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6452 ***********************************************************************
 AH6452  DESIGNATION -  CRESCENT
 AH6452  PID         -  AH6452
 AH6452  STATE/COUNTY-  LA/TERREBONNE
 AH6452  USGS QUAD   -  HUMPHREYS (1980)
 AH6452
 AH6452                         *CURRENT SURVEY CONTROL
 AH6452  ___________________________________________________________________
 AH6452* NAD 83(1992)-  29 36 38.45206(N)    090 47 10.87218(W)     ADJUSTED  
 AH6452* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6452  **This station is located in a subsidence area (see below).
 AH6452  ___________________________________________________________________
 AH6452  X           -     -76,164.039 (meters)                     COMP
 AH6452  Y           -  -5,549,164.138 (meters)                     COMP
 AH6452  Z           -   3,132,915.133 (meters)                     COMP
 AH6452  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6452  ELLIP HEIGHT-         -23.62  (meters)          (02/21/02) GPS OBS
 AH6452  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH6452
 AH6452  HORZ ORDER  -  FIRST
 AH6452  ELLP ORDER  -  FIFTH     CLASS I
 AH6452
 AH6452.The horizontal coordinates were established by GPS observations
 AH6452.and adjusted by the National Geodetic Survey in December 1998..
 AH6452
 AH6452 ** The orthometric height has not been validated since last determined
 AH6452 ** by differential leveling and should not be used for control purposes.
 AH6452 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6452 ** area with valid NAVD 88 orthometric heights.
 AH6452 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6452 ** epoch indicated which incorporates improved geoid heights for the
 AH6452 ** Southern Louisiana Subsidence area.
 AH6452 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6452.The orthometric height was determined by GPS observations and a
 AH6452.high-resolution geoid model.
 AH6452
 AH6452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6452
 AH6452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6452
 AH6452.The ellipsoidal height was determined by GPS observations
 AH6452.and is referenced to NAD 83.
 AH6452
 AH6452.The geoid height was determined by GEOID03.
 AH6452
 AH6452;                    North         East     Units Scale Factor Converg.
 AH6452;SPC LA S     -   123,240.054 1,052,977.927   MT  0.99994878   +0 16 24.6
 AH6452;SPC LA S     -   404,330.08  3,454,645.08   sFT  0.99994878   +0 16 24.6
 AH6452;UTM  15      - 3,277,693.616   714,357.008   MT  1.00016698   +1 05 39.1
 AH6452
 AH6452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6452!SPC LA S     -   1.00000371  x   0.99994878  =   0.99995249
 AH6452!UTM  15      -   1.00000371  x   1.00016698  =   1.00017069
 AH6452
 AH6452|---------------------------------------------------------------------|
 AH6452| PID    Reference Object                     Distance      Geod. Az  |
 AH6452|                                                           dddmmss.s |
 AH6452| AH6453 CRESCENT AZIMUTH MARK               393.891 METERS 29153     |
 AH6452|---------------------------------------------------------------------|
 AH6452
 AH6452                          SUPERSEDED SURVEY CONTROL
 AH6452
 AH6452  ELLIP H (12/17/98)  -23.60   (m)                       GP(       ) 4 2
 AH6452
 AH6452.Superseded values are not recommended for survey control.
 AH6452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6452.See file dsdata.txt to determine how the superseded data were derived.
 AH6452
 AH6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1435777694(NAD 83)
 AH6452_MARKER: DD = SURVEY DISK
 AH6452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6452_STAMPING: CRESCENT 1989
 AH6452_MARK LOGO: LA-109
 AH6452_PROJECTION: FLUSH
 AH6452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6452+STABILITY: SURFACE MOTION
 AH6452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6452+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6452
 AH6452  HISTORY     - Date     Condition        Report By
 AH6452  HISTORY     - 1990     MONUMENTED       GSENG
 AH6452
 AH6452                          STATION DESCRIPTION
 AH6452
 AH6452'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6452'MONUMENT IS LOCATED IN THE CHATEAU CRESCENT SUBDIVISION IN THE CITY OF
 AH6452'HOUMA, (TOWNSHIP 17 SOUTH RANGE 16 EAST SECTION 94).  MONUMENT IS SET
 AH6452'IN A TRIANGULAR SHAPED MEDIAN ADJACENT TO A CIRCULAR MEDIAN TO THE
 AH6452'NORTH.  MONUMENT IS SET ON WHAT IS KNOWN AS RICHLAND ROW AND IS
 AH6452'APPROXIMATELY 0.3 MI (0.5 KM) FROM HIGHWAY 311.  (RICHLAND ROW IS
 AH6452'APPROXIMATELY 0.65 MI (1.05 KM) SOUTHEAST OF THE INTERSECTION OF
 AH6452'HIGHWAY 311 AND SAVANNE ROAD).  MONUMENT IS A TERREBONNE PARISH L.I.S.
 AH6452'BRASS DISK THAT IS SET IN CONCRETE AND IS RECESSED 0.35 FT (10.67 CM)
 AH6452'BELOW THE GROUND SURFACE AND IS STAMPED CRESCENT 1989. MONUMENT IS
 AH6452'6.62 FT (2.02 M) EASTERLY OF A CROSS CHISELED ON THE MEDIAN CURB, 6.64
 AH6452'FT (2.02 M) WESTERLY OF A CROSS CHISELED ON THE MEDIAN CURB AND 32.54
 AH6452'FT (9.92 M) SOUTH OF A CROSS CHISELED ON TOP OF THE MEDIAN CURB.
 AH6452'MONUMENT IS 61.00 FT (18.59 M) WEST OF A UTILITY BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6453 ***********************************************************************
 AH6453  DESIGNATION -  CRESCENT AZIMUTH MARK
 AH6453  PID         -  AH6453
 AH6453  STATE/COUNTY-  LA/TERREBONNE
 AH6453  USGS QUAD   -  HUMPHREYS (1980)
 AH6453
 AH6453                         *CURRENT SURVEY CONTROL
 AH6453  ___________________________________________________________________
 AH6453* NAD 83(1992)-  29 36 43.21944(N)    090 47 24.45738(W)     ADJUSTED  
 AH6453* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6453  **This station is located in a subsidence area (see below).
 AH6453  ___________________________________________________________________
 AH6453  X           -     -76,528.522 (meters)                     COMP
 AH6453  Y           -  -5,549,086.533 (meters)                     COMP
 AH6453  Z           -   3,133,042.722 (meters)                     COMP
 AH6453  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6453  ELLIP HEIGHT-         -23.68  (meters)          (02/21/02) GPS OBS
 AH6453  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6453
 AH6453  HORZ ORDER  -  FIRST
 AH6453  ELLP ORDER  -  FIFTH     CLASS I
 AH6453
 AH6453.The horizontal coordinates were established by GPS observations
 AH6453.and adjusted by the National Geodetic Survey in December 1998..
 AH6453
 AH6453 ** The orthometric height has not been validated since last determined
 AH6453 ** by differential leveling and should not be used for control purposes.
 AH6453 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6453 ** area with valid NAVD 88 orthometric heights.
 AH6453 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6453 ** epoch indicated which incorporates improved geoid heights for the
 AH6453 ** Southern Louisiana Subsidence area.
 AH6453 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6453.The orthometric height was determined by GPS observations and a
 AH6453.high-resolution geoid model.
 AH6453
 AH6453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6453
 AH6453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6453
 AH6453.The ellipsoidal height was determined by GPS observations
 AH6453.and is referenced to NAD 83.
 AH6453
 AH6453.The geoid height was determined by GEOID03.
 AH6453
 AH6453;                    North         East     Units Scale Factor Converg.
 AH6453;SPC LA S     -   123,385.096 1,052,611.734   MT  0.99994862   +0 16 17.8
 AH6453;SPC LA S     -   404,805.94  3,453,443.66   sFT  0.99994862   +0 16 17.8
 AH6453;UTM  15      - 3,277,833.428   713,988.695   MT  1.00016503   +1 05 32.5
 AH6453
 AH6453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6453!SPC LA S     -   1.00000372  x   0.99994862  =   0.99995234
 AH6453!UTM  15      -   1.00000372  x   1.00016503  =   1.00016875
 AH6453
 AH6453|---------------------------------------------------------------------|
 AH6453| PID    Reference Object                     Distance      Geod. Az  |
 AH6453|                                                           dddmmss.s |
 AH6453| AH6452 CRESCENT                            393.891 METERS 11153     |
 AH6453|---------------------------------------------------------------------|
 AH6453
 AH6453                          SUPERSEDED SURVEY CONTROL
 AH6453
 AH6453  ELLIP H (12/17/98)  -23.64   (m)                       GP(       ) 4 2
 AH6453
 AH6453.Superseded values are not recommended for survey control.
 AH6453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6453.See file dsdata.txt to determine how the superseded data were derived.
 AH6453
 AH6453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1398977833(NAD 83)
 AH6453_MARKER: DD = SURVEY DISK
 AH6453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6453_STAMPING: CRESCENT AZ MK 1989
 AH6453_MARK LOGO: LA-109
 AH6453_PROJECTION: FLUSH
 AH6453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6453+STABILITY: SURFACE MOTION
 AH6453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6453+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6453
 AH6453  HISTORY     - Date     Condition        Report By
 AH6453  HISTORY     - 1990     MONUMENTED       GSENG
 AH6453
 AH6453                          STATION DESCRIPTION
 AH6453
 AH6453'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6453'MONUMENT IS LOCATED IN THE CHATEAU CRESCENT SUBDIVISION IN THE CITY OF
 AH6453'HOUMA, (TOWNSHIP 17 SOUTH RANGE 16 EAST SECTION 94).  MONUMENT IS
 AH6453'LOCATED IN THE GRASSY MEDIAN OF ASPHODEL STREET AND IS APPROXIMATELY
 AH6453'0.25 MI (0.40 KM) WEST OF TRIANGULATION STATION CRESCENT 1989.
 AH6453'MONUMENT IS A TERREBONNE PARISH L.I.S. BRASS DISK THAT IS SET IN
 AH6453'CONCRETE AND IS RECESSED 0.35 FT (10.67 CM) BELOW THE GROUND SURFACE
 AH6453'AND IS STAMPED CRESCENT AZ MK 1989. MONUMENT IS 46.88 FT (14.29 M)
 AH6453'EAST OF A LIGHT POST, 4.30 FT (1.31 M) SOUTHEASTERLY OF A CROSS
 AH6453'CHISELED ON TOP OF THE MEDIAN CURB, 4.22 FT (1.29 M) NORTHWESTERLY OF
 AH6453'A CROSS CHIESELED ON TOP OF THE MEDIAN CURB, MONUMENT IS APPROXIMATELY
 AH6453'9.5 FT (2.9 M) FROM THE CENTERLINES OF THE STREET ON EACH SIDE OF THE
 AH6453'MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2787 ***********************************************************************
 BX2787  DESIGNATION -  CRESTON
 BX2787  PID         -  BX2787
 BX2787  STATE/COUNTY-  LA/NATCHITOCHES
 BX2787  USGS QUAD   -  CAMPTI (1996)
 BX2787
 BX2787                         *CURRENT SURVEY CONTROL
 BX2787  ___________________________________________________________________
 BX2787* NAD 83(1992)-  31 58 32.53732(N)    093 02 58.37417(W)     ADJUSTED  
 BX2787* NAVD 88     -        49.8    (meters)     163.     (feet)  VERTCON   
 BX2787  ___________________________________________________________________
 BX2787  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BX2787  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX2787
 BX2787  HORZ ORDER  -  FIRST
 BX2787
 BX2787.The horizontal coordinates were established by classical geodetic methods
 BX2787.and adjusted by the National Geodetic Survey in January 1993..
 BX2787
 BX2787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2787
 BX2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2787
 BX2787.The geoid height was determined by GEOID03.
 BX2787
 BX2787;                    North         East     Units Scale Factor Converg.
 BX2787;SPC LA N     -   163,750.330   948,062.383   MT  0.99991525   -0 17 26.0
 BX2787;SPC LA N     -   537,237.54  3,110,434.67   sFT  0.99991525   -0 17 26.0
 BX2787;UTM  15      - 3,537,743.832   495,318.657   MT  0.99960027   -0 01 34.5
 BX2787
 BX2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2787!SPC LA N     -   0.99999625  x   0.99991525  =   0.99991150
 BX2787!UTM  15      -   0.99999625  x   0.99960027  =   0.99959652
 BX2787
 BX2787:                Primary Azimuth Mark                     Grid Az
 BX2787:SPC LA N     -  GOLDONNA LOOKOUT TOWER                   074 49 58.5
 BX2787:UTM  15      -  GOLDONNA LOOKOUT TOWER                   074 34 07.0
 BX2787
 BX2787|---------------------------------------------------------------------|
 BX2787| PID    Reference Object                     Distance      Geod. Az  |
 BX2787|                                                           dddmmss.s |
 BX2787| BX2782 GOLDONNA LOOKOUT TOWER              APPROX. 9.5 KM 0743232.5 |
 BX2787| BX2784 PLACID OIL CO RAD TOW KFE 246       APPROX. 9.5 KM 1133007.3 |
 BX2787| BX2785 PLACID OIL CO STANDPIPE             APPROX. 9.4 KM 1145218.7 |
 BX2787| CV8307 CRESTON AZ MK                                      2025034.4 |
 BX2787| BX2788 CAMPTI MUNICIPAL TANK               APPROX.11.0 KM 2163059.6 |
 BX2787| CV8309 CRESTON RM 1                         40.855 METERS 24558     |
 BX2787| CV8310 CRESTON RM 3                         71.509 METERS 33107     |
 BX2787| CV8308 CRESTON AZ MK 2                                    3423709.7 |
 BX2787| BX2789 TT 5 TX USGS 1941                    36.605 METERS 34240     |
 BX2787|---------------------------------------------------------------------|
 BX2787
 BX2787                          SUPERSEDED SURVEY CONTROL
 BX2787
 BX2787  NAD 83(1986)-  31 58 32.55177(N)    093 02 58.36578(W) AD(       ) 1
 BX2787  NAD 27      -  31 58 31.97200(N)    093 02 57.78900(W) AD(       ) 1
 BX2787  NGVD 29 (07/19/86)   49.8    (m)          163.     (f) VERT ANG       
 BX2787
 BX2787.Superseded values are not recommended for survey control.
 BX2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2787.See file dsdata.txt to determine how the superseded data were derived.
 BX2787
 BX2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9531937744(NAD 83)
 BX2787_MARKER: DS = TRIANGULATION STATION DISK
 BX2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2787
 BX2787  HISTORY     - Date     Condition        Report By
 BX2787  HISTORY     - 1941     MONUMENTED       CGS
 BX2787  HISTORY     - 1969     GOOD             CGS
 BX2787  HISTORY     - 20010922 GOOD             USPSQD
 BX2787  HISTORY     - 20060610 GOOD             USPSQD
 BX2787
 BX2787                          STATION DESCRIPTION
 BX2787
 BX2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2787'STATION IS IN THE VILLAGE OF CRESTON ABOUT 250 FEET NNE OF
 BX2787'THE POST OFFICE ON THE E SIDE OF STATE HIGHWAY 50, ABOUT 72
 BX2787'FEET E OF THE S CORNER OF THE TRIANGLE FORMED BY THE INTERSECTION
 BX2787'OF STATE HIGHWAYS 50, 304 AND 12 AND ABOUT 16 FEET W OF A
 BX2787'N-S WIRE FENCE.  STATION IS STAMPED CRESTON 1941.
 BX2787'
 BX2787'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 BX2787'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BX2787'
 BX2787'REFERENCE MARK NO. 1, STAMPED CRESTON NO. 1 1941, IS SW OF
 BX2787'STATION ON THE W SIDE OF HIGHWAY 50 ABOUT 125 FEET N OF POST
 BX2787'OFFICE AND ABOUT 25 FEET W OF THE CENTER LINE OF HIGHWAY 50 AT
 BX2787'THE S CORNER OF THE TRIANGLE FORMED BY THE INTERSECTION OF
 BX2787'THE THREE ROADS.
 BX2787'
 BX2787'REFERENCE MARK NO. 2 IS NW OF STATION LOCATED INSIDE THE TRIANGLE
 BX2787'FORMED BY THE INTERSECTION OF THE THREE ROADS NAMED ABOVE, 56
 BX2787'FEET N AND 17 FEET E OF THE S CORNER OF THE TRIANGLE AND IS
 BX2787'A STANDARD GEOLOGICAL SURVEY BENCH MARK DISK IN AN 8-INCH SQUARE
 BX2787'CONCRETE POST PROJECTING ABOUT 6 INCHES, STAMPED TT5TX 1936.
 BX2787'
 BX2787'THE AZIMUTH MARK, STAMPED CRESTON 1941 IS ABOUT 0.25 MILE S
 BX2787'OF STATION, W OF THE FIRST CURVE IN STATE HIGHWAY 50 S OF THE
 BX2787'VILLAGE ABOUT 50 FEET W OF THE CENTER LINE OF ROAD AND 12 FEET
 BX2787'S OF POWER LINE POLE NO. 38 THAT MAKES AN ANGLE IN THE LINE.
 BX2787'
 BX2787'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2787
 BX2787                          STATION RECOVERY (1969)
 BX2787
 BX2787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2787'THE STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED
 BX2787'AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK 2 AND A
 BX2787'REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME.
 BX2787'
 BX2787'THE STATION IS ABOUT 7 MILES NORTHEAST OF CAMPTI AND 0.55 MILE
 BX2787'NORTH OF THE POST OFFICE IN CRESTON.
 BX2787'
 BX2787'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 71, 84 AND
 BX2787'STATE HIGHWAY 9 ABOUT 1 MILE NORTH OF CAMPTI, GO NORTHEAST ON STATE
 BX2787'HIGHWAY 9 FOR 4.95 MILES TO A SIDEROAD RIGHT.  CONTINUE NORTH ON
 BX2787'HIGHWAY FOR 1.75 MILE TO THE POST OFFICE IN CRESTON.  CONTINUE
 BX2787'NORTH ON HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BX2787'CONTINUE NORTH ON STATE HIGHWAY 9 FOR 0.25 MILE TO THE JUNCTION
 BX2787'WITH STATE HIGHWAY 156, 153 AND 9 AND THE STATION ON THE RIGHT.
 BX2787'
 BX2787'THE STATION IS A STANDARD DISK, STAMPED CRESTON 1941, SET IN THE
 BX2787'TOP OF A CIRCULAR CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 BX2787'OF THE GROUND.  IT IS 92.5 FEET WEST OF A CHAIN-LINK FENCE, 58 FEET
 BX2787'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 156, 52 FEET SOUTH OF A
 BX2787'48-INCH OAK TREE AND 19 FEET NORTH OF THE NORTHEAST CORNER OF A
 BX2787'FRAME BUILDING.
 BX2787'
 BX2787'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRESTON NO 1 1941, SET
 BX2787'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 BX2787'INCHES.  IT IS 104 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD
 BX2787'FRAME BUILDING, 57 FEET SOUTH OF A 20-INCH OAK TREE, 28 FEET WEST
 BX2787'OF THE CENTERLINE OF STATE HIGHWAY 9 AND 8 FEET EAST-NORTHEAST OF A
 BX2787'24-INCH OAK TREE.
 BX2787'
 BX2787'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CRESTON NO 3 1941
 BX2787'1969, SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT THAT IS FLUSH
 BX2787'WITH THE SURFACE OF THE GROUND.  IT IS 40 FEET NORTHEAST OF THE
 BX2787'CENTERLINE OF STATE HIGHWAY 153, 31 FEET WEST OF THE CENTERLINE OF
 BX2787'STATE HIGHWAY 9 AND 2 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 BX2787'A SIGN ATTACHED.
 BX2787'
 BX2787'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRESTON 1941, SET IN
 BX2787'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 BX2787'INCHES.  IT IS 55 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 9,
 BX2787'29 FEET NORTH-NORTHEAST OF AN 8-INCH PINE TREE AND 12 FEET SOUTH
 BX2787'OF A DOUBLE REINFORCED POWERLINE POLE.
 BX2787'
 BX2787'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED CRESTON 1941 NO 2 1969,
 BX2787'SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT THAT PROJECTS 3
 BX2787'INCHES.  IT IS 51 FEET NORTHEAST OF THE CENTERLINE OF STATE
 BX2787'HIGHWAY 9, 9 FEET NORTHWEST OF A 10-INCH PINE TREE AND 1.6 FEET
 BX2787'SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2787'
 BX2787'TO REACH AZIMUTH MARK 2 FROM THE STATION, GO NORTH ON STATE
 BX2787'HIGHWAY 9 FOR 0.15 MILE TO THE AZIMUTH MARK 2 ON THE RIGHT.
 BX2787'
 BX2787'HEIGHT OF LIGHT ABOVE STATION MARK 113.14 FEET.
 BX2787'
 BX2787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2787'0.55 MILE NORTH OF THE POST OFFICE IN CRESTON.
 BX2787
 BX2787                          STATION RECOVERY (2001)
 BX2787
 BX2787'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX2787'RECOVERED IN GOOD CONDITION.
 BX2787
 BX2787                          STATION RECOVERY (2006)
 BX2787
 BX2787'RECOVERY NOTE BY US POWER SQUADRON 2006 (MLC)
 BX2787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3077 ***********************************************************************
 CP3077  DESIGNATION -  CREW 2
 CP3077  PID         -  CP3077
 CP3077  STATE/COUNTY-  LA/RICHLAND
 CP3077  USGS QUAD   -  CREW LAKE (1982)
 CP3077
 CP3077                         *CURRENT SURVEY CONTROL
 CP3077  ___________________________________________________________________
 CP3077* NAD 83(1992)-  32 29 17.90469(N)    091 52 52.14600(W)     ADJUSTED  
 CP3077* NAVD 88     -        20.5    (meters)      67.     (feet)  VERTCON   
 CP3077  ___________________________________________________________________
 CP3077  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CP3077  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP3077
 CP3077  HORZ ORDER  -  SECOND
 CP3077
 CP3077.The horizontal coordinates were established by classical geodetic methods
 CP3077.and adjusted by the National Geodetic Survey in January 1993..
 CP3077
 CP3077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3077
 CP3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3077
 CP3077.The geoid height was determined by GEOID03.
 CP3077
 CP3077;                    North         East     Units Scale Factor Converg.
 CP3077;SPC LA N     -   220,623.797 1,058,162.487   MT  0.99996419   +0 19 37.9
 CP3077;SPC LA N     -   723,829.91  3,471,654.76   sFT  0.99996419   +0 19 37.9
 CP3077;UTM  15      - 3,595,114.250   605,120.130   MT  0.99973626   +0 36 03.7
 CP3077
 CP3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3077!SPC LA N     -   1.00000087  x   0.99996419  =   0.99996506
 CP3077!UTM  15      -   1.00000087  x   0.99973626  =   0.99973713
 CP3077
 CP3077|---------------------------------------------------------------------|
 CP3077| PID    Reference Object                     Distance      Geod. Az  |
 CP3077|                                                           dddmmss.s |
 CP3077| CY4170 CREW 2 RM 3                          27.580 METERS 02233     |
 CP3077| CP3136 OAK RIDGE LA PWR AND LT KYL 86      APPROX.12.8 KM 0422849.6 |
 CP3077| CP3042 RAYVILLE MUNICIPAL TANK             APPROX.11.8 KM 0950408.2 |
 CP3077| CP3044 RAYVILLE UNION COMP CO TANK         APPROX.12.0 KM 0960925.1 |
 CP3077| CP1770 CREW AZ MK                          438.615 METERS 1014853.7 |
 CP3077| CP3045 RAYVILLE GIN RAD STA KER 457        APPROX.11.9 KM 1024301.8 |
 CP3077| CY4171 CREW 2 RM 4                          32.803 METERS 15247     |
 CP3077|---------------------------------------------------------------------|
 CP3077
 CP3077                          SUPERSEDED SURVEY CONTROL
 CP3077
 CP3077  NAD 83(1986)-  32 29 17.91731(N)    091 52 52.13872(W) AD(       ) 2
 CP3077  NAD 27      -  32 29 17.40460(N)    091 52 51.67672(W) AD(       ) 2
 CP3077  NGVD 29 (07/19/86)   20.5    (m)           67.     (f) VERT ANG       
 CP3077
 CP3077.Superseded values are not recommended for survey control.
 CP3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3077.See file dsdata.txt to determine how the superseded data were derived.
 CP3077
 CP3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0512095114(NAD 83)
 CP3077_MARKER: DS = TRIANGULATION STATION DISK
 CP3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3077
 CP3077  HISTORY     - Date     Condition        Report By
 CP3077  HISTORY     - 1970     MONUMENTED       NGS
 CP3077
 CP3077                          STATION DESCRIPTION
 CP3077
 CP3077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3077'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 CP3077'
 CP3077'THE STATION IS LOCATED 14 MILES SOUTH OF COLLINSTON,
 CP3077'7.1 MILES WEST OF RAYVILLE, AND 1.2 MILES WEST OF THE
 CP3077'JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 133 IN START
 CP3077'NEAR THE CENTER OF SEC. 5, T 17 N, R 6 E.  IT IS ON THE
 CP3077'NORTH SIDE OF U.S. HIGHWAY 80 ABOUT 200 FEET EAST OF A WHITE
 CP3077'BRICK HOUSE ON PROPERTY OWNED AND OCCUPIED BY MR. AL SIMMONS
 CP3077'WHOSE TELEPHONE NUMBER IS 728-2548.
 CP3077'
 CP3077'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE
 CP3077'HIGHWAY 133 IN START GO WEST ON HIGHWAY 80 FOR 0.9 MILE TO THE
 CP3077'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD (WEST) ON HIGHWAY
 CP3077'80 FOR 0.3 MILE TO A SIDE ROAD RIGHT LEADING TO THE BRICK
 CP3077'HOME OF MR. AL SIMMONS.  TURN RIGHT ONTO THIS ROAD AND PROCEED
 CP3077'ABOUT 4 YARDS TO THE STATION ON THE RIGHT.
 CP3077'
 CP3077'STATION MARKS ARE STANDARD DISKS STAMPED CREW 2 1970.  THE
 CP3077'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3077'CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND
 CP3077'SURFACE.  IT IS 134 FEET NORTH OF THE CENTERLINE OF
 CP3077'U.S. HIGHWAY 80, 90 FEET SOUTH OF THE SOUTH BANK OF THE
 CP3077'BAYOU, 34 FEET EAST OF THE DRIVEWAY, AND 115 FEET
 CP3077'SOUTH-SOUTHEAST OF A 30-INCH OAK TREE.  THE UNDERGROUND DISK
 CP3077'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CP3077'BELOW THE GROUND SURFACE.
 CP3077'
 CP3077'REFERENCE MARK 3, A STANDARD DISK STAMPED CREW 2 NO 3 1970,
 CP3077'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3077'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 8 FEET SOUTH
 CP3077'OF A 14-INCH BIRCH TREE, 13 FEET WEST OF A 6-INCH OAK TREE,
 CP3077'4.8 FEET EAST OF THE METAL WITNESS POST, AND ON THE SOUTH BANK
 CP3077'OF THE BAYOU.
 CP3077'
 CP3077'REFERENCE MARK 4, A STANDARD DISK STAMPED CREW 2 NO 4 1970, IS
 CP3077'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3077'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET NORTH OF
 CP3077'THE CENTERLINE OF HIGHWAY 80, 42 FEET EAST OF THE CENTER OF THE
 CP3077'DRIVEWAY, 3.6 FEET EAST OF THE POWERLINE POLE, AND 3.7 FEET
 CP3077'NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY MARKER.
 CP3077'
 CP3077'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CREW 1939.  IT
 CP3077'IS 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 80, 44 FEET
 CP3077'EAST OF A POWERLINE POLE WITH A TRANSFORMER, AND 4 FEET
 CP3077'NORTHWEST OF A FENCE CORNER.  THE DISK IS SET IN THE TOP
 CP3077'OF A SQUARE CONCRETE MONUMENT THAT PROFECTS 10 INCHES ABOVE
 CP3077'THE GROUND SURFACE.
 CP3077'
 CP3077'HEIGHT OF LIGHT ABOVE STATION MARK 39.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1770 ***********************************************************************
 CP1770  DESIGNATION -  CREW AZ MK
 CP1770  PID         -  CP1770
 CP1770  STATE/COUNTY-  LA/RICHLAND
 CP1770  USGS QUAD   -  CREW LAKE (1982)
 CP1770
 CP1770                         *CURRENT SURVEY CONTROL
 CP1770  ___________________________________________________________________
 CP1770* NAD 83(1992)-  32 29 14.98899(N)    091 52 35.70205(W)     ADJUSTED  
 CP1770* NAVD 88     -        21.711  (meters)      71.23   (feet)  ADJUSTED  
 CP1770  ___________________________________________________________________
 CP1770  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CP1770  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP1770  DYNAMIC HT  -          21.687 (meters)      71.15  (feet)  COMP
 CP1770  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 CP1770
 CP1770  HORZ ORDER  -  SECOND
 CP1770  VERT ORDER  -  FIRST     CLASS I
 CP1770
 CP1770.The horizontal coordinates were established by classical geodetic methods
 CP1770.and adjusted by the National Geodetic Survey in January 1993..
 CP1770
 CP1770.The orthometric height was determined by differential leveling
 CP1770.and adjusted by the National Geodetic Survey in June 1991..
 CP1770
 CP1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1770
 CP1770.The geoid height was determined by GEOID03.
 CP1770
 CP1770.The dynamic height is computed by dividing the NAVD 88
 CP1770.geopotential number by the normal gravity value computed on the
 CP1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1770.degrees latitude (g = 980.6199 gals.).
 CP1770
 CP1770.The modeled gravity was interpolated from observed gravity values.
 CP1770
 CP1770;                    North         East     Units Scale Factor Converg.
 CP1770;SPC LA N     -   220,536.446 1,058,592.300   MT  0.99996405   +0 19 46.6
 CP1770;SPC LA N     -   723,543.32  3,473,064.90   sFT  0.99996405   +0 19 46.6
 CP1770;UTM  15      - 3,595,028.974   605,550.258   MT  0.99973738   +0 36 12.5
 CP1770
 CP1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1770!SPC LA N     -   1.00000067  x   0.99996405  =   0.99996472
 CP1770!UTM  15      -   1.00000067  x   0.99973738  =   0.99973805
 CP1770
 CP1770:                Primary Azimuth Mark                     Grid Az
 CP1770:SPC LA N     -  TEMP POINT 2 LADH 1973                   140 41 35.8
 CP1770:UTM  15      -  TEMP POINT 2 LADH 1973                   140 25 09.9
 CP1770
 CP1770|---------------------------------------------------------------------|
 CP1770| PID    Reference Object                     Distance      Geod. Az  |
 CP1770|                                                           dddmmss.s |
 CP1770| CP3057 TEMP POINT 2 LADH 1973              APPROX. 1.2 KM 1410122.4 |
 CP1770| CP3080 TEMP POINT 3 LADH 1973              259.808 METERS 27636     |
 CP1770|---------------------------------------------------------------------|
 CP1770
 CP1770                          SUPERSEDED SURVEY CONTROL
 CP1770
 CP1770  NAD 83(1986)-  32 29 15.00161(N)    091 52 35.69473(W) AD(       ) 2
 CP1770  NAD 27      -  32 29 14.48862(N)    091 52 35.23000(W) AD(       ) 2
 CP1770  NGVD 29 (??/??/??)   21.747  (m)           71.35   (f) ADJUSTED    1 1
 CP1770
 CP1770.Superseded values are not recommended for survey control.
 CP1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1770.See file dsdata.txt to determine how the superseded data were derived.
 CP1770
 CP1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0555095029(NAD 83)
 CP1770_MARKER: DZ = AZIMUTH MARK DISK
 CP1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1770_STAMPING: CREW 1939
 CP1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1770+STABILITY: SURFACE MOTION
 CP1770
 CP1770  HISTORY     - Date     Condition        Report By
 CP1770  HISTORY     - 1939     MONUMENTED       CGS
 CP1770  HISTORY     - 1966     GOOD             NGS
 CP1770  HISTORY     - 1969     GOOD             NGS
 CP1770  HISTORY     - 1991     GOOD             USPSQD
 CP1770
 CP1770                          STATION DESCRIPTION
 CP1770
 CP1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1770'6.8 MI W FROM RAYVILLE.
 CP1770'6.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1770'AT RAYVILLE, IN SECTION 5, T 17 N, R 6 E, ABOUT 0.3 MILE EAST OF THE
 CP1770'U.S. HIGHWAY 80 BRIDGE OVER CREW BAYOU, 342 FEET NORTH OF THE NORTH
 CP1770'RAIL OF THE MAIN TRACK, 40 FEET SOUTH OF THE CENTER LINE OF U.S.
 CP1770'HIGHWAY 80, 44 FEET EAST OF A POWER POLE BEARING A TRANSFORMER, 39
 CP1770'FEET EAST OF A GAS METER, 19 FEET WEST OF AN 18-INCH OAK TREE, 1.0
 CP1770'FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CP1770'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CP1770
 CP1770                          STATION RECOVERY (1969)
 CP1770
 CP1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1770'RECOVERED IN GOOD CONDITION.
 CP1770
 CP1770                          STATION RECOVERY (1991)
 CP1770
 CP1770'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1859 ***********************************************************************
 CP1859  DESIGNATION -  CREW BAYOU BOLT
 CP1859  PID         -  CP1859
 CP1859  STATE/COUNTY-  LA/CALDWELL
 CP1859  USGS QUAD   -  MASON (1983)
 CP1859
 CP1859                         *CURRENT SURVEY CONTROL
 CP1859  ___________________________________________________________________
 CP1859* NAD 83(1986)-  32 04 35.     (N)    091 58 31.     (W)     SCALED    
 CP1859* NAVD 88     -        16.45   (+/-2cm)      54.0    (feet)  VERTCON   
 CP1859  ___________________________________________________________________
 CP1859  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CP1859
 CP1859  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1859
 CP1859.The horizontal coordinates were scaled from a topographic map and have
 CP1859.an estimated accuracy of +/- 6 seconds.
 CP1859
 CP1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1859.The vertical order pertains to the NGVD 29 superseded value.
 CP1859
 CP1859.The geoid height was determined by GEOID03.
 CP1859
 CP1859;                    North         East    Units  Estimated Accuracy
 CP1859;SPC LA N     -   174,900.    1,049,540.      MT  (+/- 180 meters Scaled)
 CP1859
 CP1859                          SUPERSEDED SURVEY CONTROL
 CP1859
 CP1859  NGVD 29 (??/??/92)   16.466  (m)           54.02   (f) ADJ UNCH    1 2
 CP1859
 CP1859.Superseded values are not recommended for survey control.
 CP1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1859.See file dsdata.txt to determine how the superseded data were derived.
 CP1859
 CP1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR967493(NAD 83)
 CP1859_MARKER: B = BOLT
 CP1859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1859_SP_SET: CONCRETE SLAB
 CP1859_STAMPING: CREW BAYOU
 CP1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1859
 CP1859  HISTORY     - Date     Condition        Report By
 CP1859  HISTORY     - UNK      MONUMENTED       DOD
 CP1859  HISTORY     - 1966     GOOD             NGS
 CP1859
 CP1859                          STATION DESCRIPTION
 CP1859
 CP1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1859'8.2 MI SE FROM COLUMBIA.
 CP1859'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CP1859'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 7.6 MILES
 CP1859'SOUTHEAST ALONG STATE HIGHWAY 4, OR ABOUT 9.85 MILES WEST ALONG STATE
 CP1859'HIGHWAY 4 FROM THE POST OFFICE AT FT. NECESSITY, 237 FEET SOUTHEAST OF
 CP1859'THE EAST CORNER OF A BRIDGE OVER CREW BAYOU, 82 FEET NORTHEAST OF THE
 CP1859'CENTER LINE OF THE HIGHWAY, 39 FEET SOUTHEAST OF A POWER POLE BRACED
 CP1859'BY A GUY WIRE, 21 FEET NORTHEAST OF A FENCE, 21.0 FEET NORTHEAST OF A
 CP1859'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 CP1859'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 CP1859'GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A
 CP1859'BRASS CAP AND PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1858 ***********************************************************************
 CP1858  DESIGNATION -  CREW BAYOU CAP
 CP1858  PID         -  CP1858
 CP1858  STATE/COUNTY-  LA/CALDWELL
 CP1858  USGS QUAD   -  MASON (1983)
 CP1858
 CP1858                         *CURRENT SURVEY CONTROL
 CP1858  ___________________________________________________________________
 CP1858* NAD 83(1986)-  32 04 35.     (N)    091 58 31.     (W)     SCALED    
 CP1858* NAVD 88     -        17.68   (+/-2cm)      58.0    (feet)  VERTCON   
 CP1858  ___________________________________________________________________
 CP1858  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CP1858
 CP1858  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1858
 CP1858.The horizontal coordinates were scaled from a topographic map and have
 CP1858.an estimated accuracy of +/- 6 seconds.
 CP1858
 CP1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1858.The vertical order pertains to the NGVD 29 superseded value.
 CP1858
 CP1858.The geoid height was determined by GEOID03.
 CP1858
 CP1858;                    North         East    Units  Estimated Accuracy
 CP1858;SPC LA N     -   174,900.    1,049,540.      MT  (+/- 180 meters Scaled)
 CP1858
 CP1858                          SUPERSEDED SURVEY CONTROL
 CP1858
 CP1858  NGVD 29 (??/??/92)   17.700  (m)           58.07   (f) ADJ UNCH    1 2
 CP1858
 CP1858.Superseded values are not recommended for survey control.
 CP1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1858.See file dsdata.txt to determine how the superseded data were derived.
 CP1858
 CP1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR967493(NAD 83)
 CP1858_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1858_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1858_STAMPING: CREW BAYOU
 CP1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1858
 CP1858  HISTORY     - Date     Condition        Report By
 CP1858  HISTORY     - UNK      MONUMENTED       DOD
 CP1858  HISTORY     - 1966     GOOD             NGS
 CP1858
 CP1858                          STATION DESCRIPTION
 CP1858
 CP1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1858'8.2 MI SE FROM COLUMBIA.
 CP1858'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CP1858'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 7.6 MILES
 CP1858'SOUTHEAST ALONG STATE HIGHWAY 4, OR ABOUT 9.85 MILES WEST ALONG STATE
 CP1858'HIGHWAY 4 FROM THE POST OFFICE AT FT. NECESSITY, 237 FEET SOUTHEAST OF
 CP1858'THE EAST CORNER OF A BRIDGE OVER CREW BAYOU, 82 FEET NORTHEAST OF THE
 CP1858'CENTER LINE OF THE HIGHWAY, 39 FEET SOUTHEAST OF A POWER POLE BRACED
 CP1858'BY A GUY WIRE, 21 FEET NORTHEAST OF A FENCE, 21.0 FEET NORTHEAST OF A
 CP1858'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 CP1858'3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3020 ***********************************************************************
 CQ3020  DESIGNATION -  CRIGHTON
 CQ3020  PID         -  CQ3020
 CQ3020  STATE/COUNTY-  LA/WEBSTER
 CQ3020  USGS QUAD   -  LANGSTON (1986)
 CQ3020
 CQ3020                         *CURRENT SURVEY CONTROL
 CQ3020  ___________________________________________________________________
 CQ3020* NAD 83(1992)-  32 41 49.07735(N)    093 14 13.97845(W)     ADJUSTED  
 CQ3020* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 CQ3020  ___________________________________________________________________
 CQ3020  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CQ3020  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3020
 CQ3020  HORZ ORDER  -  FIRST
 CQ3020
 CQ3020.The horizontal coordinates were established by classical geodetic methods
 CQ3020.and adjusted by the National Geodetic Survey in September 1999..
 CQ3020
 CQ3020.The orthometric height was scaled from a topographic map.
 CQ3020
 CQ3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3020
 CQ3020.The geoid height was determined by GEOID03.
 CQ3020
 CQ3020;                    North         East     Units Scale Factor Converg.
 CQ3020;SPC LA N     -   243,832.220   930,870.268   MT  1.00000705   -0 23 23.2
 CQ3020;SPC LA N     -   799,972.88  3,054,030.20   sFT  1.00000705   -0 23 23.2
 CQ3020;UTM  15      - 3,617,718.238   477,764.779   MT  0.99960610   -0 07 41.3
 CQ3020
 CQ3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3020!SPC LA N     -   0.99998225  x   1.00000705  =   0.99998930
 CQ3020!UTM  15      -   0.99998225  x   0.99960610  =   0.99958836
 CQ3020
 CQ3020:                Primary Azimuth Mark                     Grid Az
 CQ3020:SPC LA N     -  BLACKBURN FIRE TOWER LFC                 018 13 33.8
 CQ3020:UTM  15      -  BLACKBURN FIRE TOWER LFC                 017 57 51.9
 CQ3020
 CQ3020|---------------------------------------------------------------------|
 CQ3020| PID    Reference Object                     Distance      Geod. Az  |
 CQ3020|                                                           dddmmss.s |
 CQ3020| CQ2985 BLACKBURN FIRE TOWER LFC            APPROX.16.6 KM 0175010.6 |
 CQ3020| CQ2978 HOMER MUNICIPAL NORTH TANK          APPROX.19.4 KM 0571505.6 |
 CQ3020| CQ2982 HOMER MUNICIPAL SOUTH TANK          APPROX.19.4 KM 0571735.7 |
 CQ3020| CQ2997 GIBSLAND MUNICIPAL TANK             APPROX.24.3 KM 1344945.7 |
 CQ3020| CX5646 CRIGHTON RM 1                        24.709 METERS 16124     |
 CQ3020| CQ3025 FT WORTH ATLANTA AIRWAY BCN 23      APPROX.18.8 KM 1964827.6 |
 CQ3020| CX5645 CRIGHTON AZ MK                                     2234702.8 |
 CQ3020| CQ3022 DUTCHTOWN FIRE TOWER LFC            242.130 METERS 23223     |
 CQ3020| CQ3021 F 3542                               86.721 METERS 25321     |
 CQ3020| CX5647 CRIGHTON RM 2                       110.917 METERS 25356     |
 CQ3020|---------------------------------------------------------------------|
 CQ3020
 CQ3020                          SUPERSEDED SURVEY CONTROL
 CQ3020
 CQ3020  NAD 83(1992)-  32 41 49.07787(N)    093 14 13.97630(W) AD(       ) 1
 CQ3020  NAD 83(1986)-  32 41 49.08980(N)    093 14 13.97027(W) AD(       ) 1
 CQ3020  NAD 27      -  32 41 48.55800(N)    093 14 13.36600(W) AD(       ) 1
 CQ3020
 CQ3020.Superseded values are not recommended for survey control.
 CQ3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3020.See file dsdata.txt to determine how the superseded data were derived.
 CQ3020
 CQ3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7776517718(NAD 83)
 CQ3020_MARKER: DS = TRIANGULATION STATION DISK
 CQ3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3020
 CQ3020  HISTORY     - Date     Condition        Report By
 CQ3020  HISTORY     - 1931     MONUMENTED       CGS
 CQ3020  HISTORY     - 1950     GOOD             CGS
 CQ3020
 CQ3020                          STATION DESCRIPTION
 CQ3020
 CQ3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ3020'STATION IS ABOUT 7 MILES NNE OF MINDEN, ON A HIGH WOODED RIDGE
 CQ3020'OWNED BY TOM CRIGHTON, ABOUT 80 METERS (262 FEET) SE OF
 CQ3020'DUTCHTOWN ROAD, OPPOSITE 5 MAIL BOXES ON A BUGGY WHEEL, AND
 CQ3020'20 METERS (66 FEET) W OF A 24-INCH LIVE OAK TREE, THE LARGEST
 CQ3020'IN VICINITY.
 CQ3020'
 CQ3020'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3020'DISKS SET IN CONCRETE.
 CQ3020'
 CQ3020'REFERENCE MARK NO. 1 IS IN WOODS, 24.72 METERS (81.1 FEET)
 CQ3020'FROM STATION S 18 DEG 37 MIN E.
 CQ3020'
 CQ3020'REFERENCE MARK NO. 2 IS 8 METERS (26 FEET) NW OF CENTER LINE
 CQ3020'OF DUTCHTOWN ROAD, AND APPROXIMATELY 150 METERS (492 FEET)
 CQ3020'FROM STATION S 73 DEG 56 MIN W.
 CQ3020
 CQ3020                          STATION RECOVERY (1950)
 CQ3020
 CQ3020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3020'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 CQ3020'WERE RECOVERED AND ARE IN GOOD CONDITION.  A NEW AZIMUTH MARK
 CQ3020'WAS ESTABLISHED.  A DISTANCE AND DIRECTION WAS ESTABLISHED
 CQ3020'TO F 3542 (LA. GEOD. SURVEY).
 CQ3020'
 CQ3020'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 CQ3020'
 CQ3020'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHEAST OF
 CQ3020'MINDEN AND 0.15 MILE NORTHEAST OF DUTCHTOWN FIRE TOWER ON LAND
 CQ3020'OWNED BY U.S. GOVERNMENT.  IT IS ON A HIGH WOODED RIDGE, 262
 CQ3020'FEET EAST OF A HARD SURFACED ROAD AND 1.5 FEET WEST OF WITNESS
 CQ3020'POST.  IT IS STAMPED CRIGHTON 1931 AND PROJECTS 4 INCHES.
 CQ3020'
 CQ3020'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION AND
 CQ3020'ABOUT 1 FOOT LOWER THAN THE STATION IN ELEVATION.  IT IS
 CQ3020'STAMPED CRIGHTON NO 1 1931 AND PROJECTS 5 INCHES.
 CQ3020'
 CQ3020'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 28
 CQ3020'FEET WEST OF THE CENTER OF HARD SURFACED ROAD AND ABOUT THE
 CQ3020'SAME ELEVATION AS THE STATION.  IT IS STAMPED CRIGHTON NO
 CQ3020'2 1931 AND PROJECTS 6 INCHES.
 CQ3020'
 CQ3020'A LOUISIANA STATE SURVEY STATION MARK WAS RECOVERED WEST-SOUTHWEST
 CQ3020'OF THE STATION, 31 FEET EAST OF THE CENTER OF HARD SURFACED
 CQ3020'ROAD AND ABOUT 4 FEET LOWER THAN THE STATION IN ELEVATION.
 CQ3020'IT IS A LOUISIANA STATE SURVEY STATION MARK SET IN A 6 INCH
 CQ3020'SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS STAMPED F 3542.
 CQ3020'
 CQ3020'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 23 FEET NORTHWEST
 CQ3020'OF THE CENTER OF HARD SURFACED ROAD, 2 FEET EAST OF WITNESS
 CQ3020'POST AND 1.5 FEET EAST OF TELEPHONE POLE.  IT IS STAMPED
 CQ3020'CRIGHTON 1950 AND PROJECTS 5 INCHES.
 CQ3020'
 CQ3020'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79
 CQ3020'AND 80 AT THE NORTHEAST CORNER OF THE POST OFFICE IN MINDEN,
 CQ3020'GO NORTHEAST OF U.S. HIGHWAY 79 FOR 0.2 MILE TO JUNCTION WITH
 CQ3020'STATE HIGHWAY 66, TURN LEFT ON STATE HIGHWAY 66 AND GO NORTH
 CQ3020'FOR 5.1 MILES TO CROSSROADS, TURN RIGHT AND GO EAST ON GRAVELED
 CQ3020'ROAD FOR 1.5 MILES TO CROSSROADS, TURN LEFT AND GO NORTHEAST
 CQ3020'ON HARD SURFACED ROAD FOR 0.75 MILES TO DUTCHTOWN FIRE TOWER
 CQ3020'THE LEFT, CONTINUE NORTHEAST ON HARD SURFACED ROAD FOR 0.15
 CQ3020'MILE TO T-ROAD LEFT AND THE STATION ON WOODED HILL ON THE
 CQ3020'RIGHT AS DESCRIBED.
 CQ3020'
 CQ3020'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 CQ3020'HARD SURFACED ROAD FOR 0.15 MILE TO DUTCHTOWN FIRE TOWER ON
 CQ3020'THE RIGHT, CONTINUE SOUTHWEST ON HARD SURFACED ROAD FOR 0.55
 CQ3020'MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CQ3020'
 CQ3020'OBSERVATIONS MADE FROM A 90 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6310 ***********************************************************************
 AH6310  DESIGNATION -  CROCHET
 AH6310  PID         -  AH6310
 AH6310  STATE/COUNTY-  LA/TERREBONNE
 AH6310  USGS QUAD   -  BOURG (1974)
 AH6310
 AH6310                         *CURRENT SURVEY CONTROL
 AH6310  ___________________________________________________________________
 AH6310* NAD 83(1992)-  29 31 25.60250(N)    090 34 40.94923(W)     ADJUSTED  
 AH6310* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6310  **This station is located in a subsidence area (see below).
 AH6310  ___________________________________________________________________
 AH6310  X           -     -56,036.270 (meters)                     COMP
 AH6310  Y           -  -5,554,156.735 (meters)                     COMP
 AH6310  Z           -   3,124,536.486 (meters)                     COMP
 AH6310  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6310  ELLIP HEIGHT-         -24.31  (meters)          (02/21/02) GPS OBS
 AH6310  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AH6310
 AH6310  HORZ ORDER  -  FIRST
 AH6310  ELLP ORDER  -  FIFTH     CLASS I
 AH6310
 AH6310.The horizontal coordinates were established by GPS observations
 AH6310.and adjusted by the National Geodetic Survey in December 1998..
 AH6310
 AH6310 ** The orthometric height has not been validated since last determined
 AH6310 ** by differential leveling and should not be used for control purposes.
 AH6310 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6310 ** area with valid NAVD 88 orthometric heights.
 AH6310 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6310 ** epoch indicated which incorporates improved geoid heights for the
 AH6310 ** Southern Louisiana Subsidence area.
 AH6310 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6310.The orthometric height was determined by GPS observations and a
 AH6310.high-resolution geoid model.
 AH6310
 AH6310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6310
 AH6310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6310
 AH6310.The ellipsoidal height was determined by GPS observations
 AH6310.and is referenced to NAD 83.
 AH6310
 AH6310.The geoid height was determined by GEOID03.
 AH6310
 AH6310;                    North         East     Units Scale Factor Converg.
 AH6310;SPC LA S     -   113,722.611 1,073,217.287   MT  0.99996018   +0 22 39.6
 AH6310;SPC LA S     -   373,104.93  3,521,047.05   sFT  0.99996018   +0 22 39.6
 AH6310;UTM  15      - 3,268,463.819   734,735.740   MT  1.00027993   +1 11 38.6
 AH6310
 AH6310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6310!SPC LA S     -   1.00000382  x   0.99996018  =   0.99996400
 AH6310!UTM  15      -   1.00000382  x   1.00027993  =   1.00028375
 AH6310
 AH6310                          SUPERSEDED SURVEY CONTROL
 AH6310
 AH6310  ELLIP H (12/17/98)  -24.27   (m)                       GP(       ) 4 2
 AH6310
 AH6310.Superseded values are not recommended for survey control.
 AH6310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6310.See file dsdata.txt to determine how the superseded data were derived.
 AH6310
 AH6310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3473668464(NAD 83)
 AH6310_MARKER: DD = SURVEY DISK
 AH6310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6310_STAMPING: CROCHET
 AH6310_MARK LOGO: LA-109
 AH6310_PROJECTION: FLUSH
 AH6310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6310+STABILITY: SURFACE MOTION
 AH6310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6310+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6310
 AH6310  HISTORY     - Date     Condition        Report By
 AH6310  HISTORY     - 1995     MONUMENTED       MPHI
 AH6310
 AH6310                          STATION DESCRIPTION
 AH6310
 AH6310'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6310'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6310'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6310'HWY 55 FOR 1.8 MI (2.9 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6310'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 23.0 FT (7.0 M)
 AH6310'SOUTHWEST FROM THE CENTERLINE OF HWY 55, 25.0 FT (7.6 M) NORTHEAST
 AH6310'FROM THE WATERS EDGE OF BAYOU TERREBONNE, 73.2 FT (22.3 M) NORTHWEST
 AH6310'FROM THE CENTERLINE OF THE TELEPHONE PED. NO.70, 84.6 FT (25.8 M)
 AH6310'NORTHWEST FROM THE POWER POLE WITH A LIGHT, AND 128.5 FT (39.2 M)
 AH6310'SOUTHWEST FROM THE SOUTHWEST CORNER OF HOUSE NO.417, HWY 55 (THE GREY
 AH6310'BRICK HOUSE WITH A BLACK ROOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3042 ***********************************************************************
 BX3042  DESIGNATION -  CROCK
 BX3042  PID         -  BX3042
 BX3042  STATE/COUNTY-  LA/SABINE
 BX3042  USGS QUAD   -  ZWOLLE (1995)
 BX3042
 BX3042                         *CURRENT SURVEY CONTROL
 BX3042  ___________________________________________________________________
 BX3042* NAD 83(1992)-  31 43 17.52913(N)    093 39 50.57967(W)     ADJUSTED  
 BX3042* NAVD 88     -        90.8    (meters)     298.     (feet)  VERTCON   
 BX3042  ___________________________________________________________________
 BX3042  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BX3042  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX3042
 BX3042  HORZ ORDER  -  SECOND
 BX3042
 BX3042.The horizontal coordinates were established by classical geodetic methods
 BX3042.and adjusted by the National Geodetic Survey in January 1993..
 BX3042
 BX3042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3042
 BX3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3042
 BX3042.The geoid height was determined by GEOID03.
 BX3042
 BX3042;                    North         East     Units Scale Factor Converg.
 BX3042;SPC LA N     -   136,030.162   889,685.017   MT  0.99992057   -0 36 55.6
 BX3042;SPC LA N     -   446,292.29  2,918,908.26   sFT  0.99992057   -0 36 55.6
 BX3042;UTM  15      - 3,509,762.418   437,087.477   MT  0.99964881   -0 20 57.0
 BX3042
 BX3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3042!SPC LA N     -   0.99998987  x   0.99992057  =   0.99991044
 BX3042!UTM  15      -   0.99998987  x   0.99964881  =   0.99963868
 BX3042
 BX3042:                Primary Azimuth Mark                     Grid Az
 BX3042:SPC LA N     -  CROCK AZ MK                              038 10 05.3
 BX3042:UTM  15      -  CROCK AZ MK                              037 54 06.7
 BX3042
 BX3042|---------------------------------------------------------------------|
 BX3042| PID    Reference Object                     Distance      Geod. Az  |
 BX3042|                                                           dddmmss.s |
 BX3042| CV8311 CROCK AZ MK                                        0373309.7 |
 BX3042| CV8312 CROCK RM 1                           25.115 METERS 13441     |
 BX3042| BX3043 CROCK LDH 1971 RM 2                   7.904 METERS 24421     |
 BX3042|---------------------------------------------------------------------|
 BX3042
 BX3042                          SUPERSEDED SURVEY CONTROL
 BX3042
 BX3042  NAD 83(1986)-  31 43 17.53586(N)    093 39 50.57607(W) AD(       ) 2
 BX3042  NAD 27      -  31 43 16.92042(N)    093 39 49.91940(W) AD(       ) 2
 BX3042  NGVD 29 (07/19/86)   90.9    (m)          298.     (f) VERT ANG       
 BX3042
 BX3042.Superseded values are not recommended for survey control.
 BX3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3042.See file dsdata.txt to determine how the superseded data were derived.
 BX3042
 BX3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3708709762(NAD 83)
 BX3042_MARKER: DD = SURVEY DISK
 BX3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3042
 BX3042  HISTORY     - Date     Condition        Report By
 BX3042  HISTORY     - 1971     MONUMENTED       LADH
 BX3042  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3042
 BX3042                          STATION DESCRIPTION
 BX3042
 BX3042'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX3042'THE STATION IS LOCATED 2 MILES NORTHEAST OF NOBLE, 5 MILES
 BX3042'SOUTHEAST OF CONVERSE AND 9 MILES WEST OF BELMONT, IN THE NORTHEAST
 BX3042'1/4 OF SECTION 35, T9N, R13W, AND ON THE PROPERTY OWNED BY BOISE
 BX3042'CASCADE LUMBER COMPANY, ADDRESS ZWOLLE, LOUISIANA.
 BX3042'
 BX3042'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX3042'STATE HIGHWAY 483 IN NOBLE, DRIVE NORTH AND EAST ON STATE HIGHWAY
 BX3042'483 FOR 2.2 MILES.  THE STATION IS SET ON THE LEFT AND NORTHWEST OF
 BX3042'THE HIGHWAY NEAR SOME PINE TREES.
 BX3042'
 BX3042'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ALONG STATE
 BX3042'HIGHWAY 483 FOR APPROXIMATELY .6 MILE.  THE MARK IS SET ON THE RIGHT
 BX3042'AND EAST OF THE HIGHWAY NEAR A POWER POLE.
 BX3042'
 BX3042'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3042'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3042'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3042'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3042'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3042'STAMPED CROCK 1971.  THE MARK IS 45 FEET WEST-NORTHWEST OF THE
 BX3042'CENTER OF STATE HIGHWAY 483, 19 FEET SOUTH OF A 10 INCH PINE TREE, 14
 BX3042'FEET EAST-NORTHEAST OF A 12 INCH PINE TREE, 6 FEET
 BX3042'SOUTH-SOUTHEAST OF A 12 INCH PINE TREE, AND 2.5 FEET SOUTHWEST OF A
 BX3042'METAL WITNESS POST AND SIGN.
 BX3042'
 BX3042'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3042'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3042'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3042'STAMPED CROCK R. M. 1 1971.  IT IS 120 FEET SOUTHWEST OF THE
 BX3042'CENTER OF A WOODS ROAD, 36 FEET SOUTHEAST OF THE CENTER OF STATE
 BX3042'HIGHWAY 483, AND 3 FEET NORTHWEST OF A POWER POLE.
 BX3042'
 BX3042'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3042'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3042'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3042'STAMPED CROCK R. M. 2 1971.  IT IS 58 FEET WEST-NORTHWEST OF THE
 BX3042'CENTER OF STATE HIGHWAY 483, 34 FEET SOUTHEAST OF A 16 INCH PINE
 BX3042'TREE, 13 FEET SOUTHWEST OF A 12 INCH PINE TREE, AND 5 FEET SOUTH
 BX3042'OF A 10 INCH GUM TREE.
 BX3042'
 BX3042'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3042'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3042'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3042'STAMPED CROCK AZ. MK. 1971.  IT IS 70 FEET NORTHEAST OF THE EAST
 BX3042'END OF A METAL CULVERT, 41 FEET EAST-SOUTHEAST OF THE CENTER OF
 BX3042'STATE HIGHWAY 483, 32 FEET WEST OF A 14 INCH OAK TREE, 3 FEET
 BX3042'SOUTH SOUTHWEST OF A POWER POLE, AND 2.5 FEET
 BX3042'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX3042'
 BX3042'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BX3042
 BX3042                          STATION RECOVERY (2001)
 BX3042
 BX3042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1825 ***********************************************************************
 CP1825  DESIGNATION -  CROOK BOLT
 CP1825  PID         -  CP1825
 CP1825  STATE/COUNTY-  LA/FRANKLIN
 CP1825  USGS QUAD   -  MANGHAM (1982)
 CP1825
 CP1825                         *CURRENT SURVEY CONTROL
 CP1825  ___________________________________________________________________
 CP1825* NAD 83(1986)-  32 15 41.     (N)    091 45 35.     (W)     SCALED    
 CP1825* NAVD 88     -        21.37   (+/-2cm)      70.1    (feet)  VERTCON   
 CP1825  ___________________________________________________________________
 CP1825  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP1825
 CP1825  VERT ORDER  -  ? (See Below)
 CP1825
 CP1825.The horizontal coordinates were scaled from a topographic map and have
 CP1825.an estimated accuracy of +/- 6 seconds.
 CP1825
 CP1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1825.The vertical order pertains to the NGVD 29 superseded value.
 CP1825
 CP1825.The geoid height was determined by GEOID03.
 CP1825
 CP1825;                    North         East    Units  Estimated Accuracy
 CP1825;SPC LA N     -   195,530.    1,069,750.      MT  (+/- 180 meters Scaled)
 CP1825
 CP1825                          SUPERSEDED SURVEY CONTROL
 CP1825
 CP1825  NGVD 29 (??/??/92)   21.389  (m)           70.17   (f) ADJ UNCH    ?  
 CP1825
 CP1825.Superseded values are not recommended for survey control.
 CP1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1825.See file dsdata.txt to determine how the superseded data were derived.
 CP1825
 CP1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR168700(NAD 83)
 CP1825_MARKER: B = BOLT
 CP1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1825_SP_SET: STONE
 CP1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1825+STABILITY: SURFACE MOTION
 CP1825
 CP1825  HISTORY     - Date     Condition        Report By
 CP1825  HISTORY     - UNK      MONUMENTED       DOD
 CP1825  HISTORY     - 1934     GOOD             DOD
 CP1825
 CP1825                          STATION DESCRIPTION
 CP1825
 CP1825'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1825'0.75 MI W FROM BASKIN.
 CP1825'3/4 MILE WEST ALONG A GRAVEL ROAD FROM BASKIN, FRANKLIN PARISH, ABOUT
 CP1825'300 FEET SOUTH OF THE ROAD, IN THE FRONT YARD OF THE A.A. CROOK
 CP1825'RESIDENCE, 93 FEET SOUTHEAST OF A POLE, 76 FEET SOUTHEST OF A 24-INCH
 CP1825'CHINABERRY TREE, 26 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 CP1825'HOUSE, 20 FEET SOUTHEAST OF THE SOUTHWEST CORNER, AND 1.6 FEET NORTH
 CP1825'OF A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CP1825'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 CP1825'ABOUT 1 FOOT ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CP1825'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1824 ***********************************************************************
 CP1824  DESIGNATION -  CROOK CAP
 CP1824  PID         -  CP1824
 CP1824  STATE/COUNTY-  LA/FRANKLIN
 CP1824  USGS QUAD   -  MANGHAM (1982)
 CP1824
 CP1824                         *CURRENT SURVEY CONTROL
 CP1824  ___________________________________________________________________
 CP1824* NAD 83(1986)-  32 15 41.     (N)    091 45 35.     (W)     SCALED    
 CP1824* NAVD 88     -        22.57   (+/-2cm)      74.0    (feet)  VERTCON   
 CP1824  ___________________________________________________________________
 CP1824  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP1824
 CP1824  VERT ORDER  -  ? (See Below)
 CP1824
 CP1824.The horizontal coordinates were scaled from a topographic map and have
 CP1824.an estimated accuracy of +/- 6 seconds.
 CP1824
 CP1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1824.The vertical order pertains to the NGVD 29 superseded value.
 CP1824
 CP1824.The geoid height was determined by GEOID03.
 CP1824
 CP1824;                    North         East    Units  Estimated Accuracy
 CP1824;SPC LA N     -   195,530.    1,069,750.      MT  (+/- 180 meters Scaled)
 CP1824
 CP1824                          SUPERSEDED SURVEY CONTROL
 CP1824
 CP1824  NGVD 29 (??/??/92)   22.595  (m)           74.13   (f) ADJ UNCH    ?  
 CP1824
 CP1824.Superseded values are not recommended for survey control.
 CP1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1824.See file dsdata.txt to determine how the superseded data were derived.
 CP1824
 CP1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR168700(NAD 83)
 CP1824_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1824_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1824
 CP1824  HISTORY     - Date     Condition        Report By
 CP1824  HISTORY     - UNK      MONUMENTED       DOD
 CP1824  HISTORY     - 1934     GOOD             DOD
 CP1824
 CP1824                          STATION DESCRIPTION
 CP1824
 CP1824'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1824'0.75 MI W FROM BASKIN.
 CP1824'3/4 MILE WEST ALONG A GRAVEL ROAD FROM BASKIN, FRANKLIN PARISH, ABOUT
 CP1824'300 FEET SOUTH OF THE ROAD, IN THE FRONT YARD OF THE A.A. CROOK
 CP1824'RESIDENCE, 93 FEET SOUTHEAST OF A POLE, 76 FEET SOUTHEAST OF A 24-INCH
 CP1824'CHINABERRY TREE, 26 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 CP1824'HOUSE, 20 FEET SOUTHEAST OF THE SOUTHWEST CORNER, AND 1.6 FEET NORTH
 CP1824'OF A FENCE.  AN IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND AND
 CP1824'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2431 ***********************************************************************
 AU2431  DESIGNATION -  CROOKED 1955
 AU2431  PID         -  AU2431
 AU2431  STATE/COUNTY-  LA/TERREBONNE
 AU2431  USGS QUAD   -  PLUMB BAYOU (1978)
 AU2431
 AU2431                         *CURRENT SURVEY CONTROL
 AU2431  ___________________________________________________________________
 AU2431* NAD 83(1992)-  29 26 38.77916(N)    091 14 57.15406(W)     ADJUSTED  
 AU2431* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2431  ___________________________________________________________________
 AU2431  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2431  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AU2431
 AU2431  HORZ ORDER  -  THIRD
 AU2431
 AU2431.The horizontal coordinates were established by classical geodetic methods
 AU2431.and adjusted by the National Geodetic Survey in January 1993..
 AU2431
 AU2431.The orthometric height was scaled from a topographic map.
 AU2431
 AU2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2431
 AU2431.The geoid height was determined by GEOID03.
 AU2431
 AU2431;                    North         East     Units Scale Factor Converg.
 AU2431;SPC LA S     -   104,653.331 1,008,161.431   MT  0.99997262   +0 02 31.4
 AU2431;SPC LA S     -   343,350.14  3,307,609.63   sFT  0.99997262   +0 02 31.4
 AU2431;UTM  15      - 3,258,465.902   669,806.611   MT  0.99995580   +0 51 39.1
 AU2431
 AU2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2431!SPC LA S     -   1.00000394  x   0.99997262  =   0.99997656
 AU2431!UTM  15      -   1.00000394  x   0.99995580  =   0.99995974
 AU2431
 AU2431                          SUPERSEDED SURVEY CONTROL
 AU2431
 AU2431  NAD 83(1986)-  29 26 38.80250(N)    091 14 57.15479(W) AD(       ) 3
 AU2431  NAD 27      -  29 26 38.03100(N)    091 14 56.77800(W) AD(       ) 3
 AU2431
 AU2431.Superseded values are not recommended for survey control.
 AU2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2431.See file dsdata.txt to determine how the superseded data were derived.
 AU2431
 AU2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6980758466(NAD 83)
 AU2431_MARKER: X = CHISELED CROSS
 AU2431_SETTING: 0 = UNSPECIFIED SETTING
 AU2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2431
 AU2431  HISTORY     - Date     Condition        Report By
 AU2431  HISTORY     - 1955     MONUMENTED       CGS
 AU2431  HISTORY     - 1960     GOOD             CGS
 AU2431
 AU2431                          STATION DESCRIPTION
 AU2431
 AU2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2431'AT THE EAST END OF ATCHAFALAYA BAY, ON THE NORTHEAST SHORE
 AU2431'OF THE BAY, ABOUT 3 MILES SOUTHEAST OF THE MOUTH OF THE ATCHAFALAYA
 AU2431'RIVER, ABOUT 0.6 MILE EAST OF PLUMB POINT, AT THE MOUTH OF
 AU2431'CROOKED BAYOU, ABOUT 300 FEET EAST FROM THE MOUTH OF THE BAYOU,
 AU2431'AND 65 FEET NORTH OF THE MEAN HIGH WATER LINE ALONG THE SHORE
 AU2431'OF THE BAY, A CHISELED CROSS IN THE TOP OF A TRIANGULAR
 AU2431'WHITE-PAINTED MONUMENT PROJECTING 2 FEET.  THERE IS A SIMILAR
 AU2431'MONUMENT AT THE MEAN HIGH WATER LINE SOUTH OF THE STATION,
 AU2431'AND A PIPE ON RANGE WITH THE TWO MARKS ABOUT 15 FEET
 AU2431'OFFSHORE.
 AU2431'
 AU2431'THE MONUMENT IS SIMILAR TO THOSE ESTABLISHED BY THE HUMBLE
 AU2431'OIL COMPANY IN THIS VICINITY, BUT IT DOES NOT APPEAR ON
 AU2431'THEIR PROJECT SKETCH OF WORK IN THE AREA.
 AU2431
 AU2431                          STATION RECOVERY (1960)
 AU2431
 AU2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2431'STATION PROBABLY RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AU2431'STATES THAT THE MONUMENT IS TRIANGULAR.  THE MARK NOW IN PLACE
 AU2431'IS SQUARE.  THE REFERENCE POINTS COULD NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5170 ***********************************************************************
 BJ5170  DESIGNATION -  CROOM
 BJ5170  PID         -  BJ5170
 BJ5170  STATE/COUNTY-  LA/LAFAYETTE
 BJ5170  USGS QUAD   -  BROUSSARD (1983)
 BJ5170
 BJ5170                         *CURRENT SURVEY CONTROL
 BJ5170  ___________________________________________________________________
 BJ5170* NAD 83(1992)-  30 09 32.83821(N)    091 59 22.15606(W)     ADJUSTED  
 BJ5170* NAVD 88     -        11.2  **(meters)      37.   **(feet)  VERTCON   
 BJ5170  **This station is located in a subsidence area (see below).
 BJ5170  ___________________________________________________________________
 BJ5170  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ5170  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ5170
 BJ5170  HORZ ORDER  -  SECOND
 BJ5170
 BJ5170.The horizontal coordinates were established by classical geodetic methods
 BJ5170.and adjusted by the National Geodetic Survey in January 1993..
 BJ5170
 BJ5170 ** The orthometric height has not been validated since last determined
 BJ5170 ** by differential leveling and should not be used for control purposes.
 BJ5170 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5170 ** area with valid NAVD 88 orthometric heights.
 BJ5170 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5170 ** epoch indicated which incorporates improved geoid heights for the
 BJ5170 ** Southern Louisiana Subsidence area.
 BJ5170 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5170
 BJ5170.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5170
 BJ5170.The geoid height was determined by GEOID03.
 BJ5170
 BJ5170;                    North         East     Units Scale Factor Converg.
 BJ5170;SPC LA S     -   184,085.329   936,796.141   MT  0.99992954   -0 19 41.1
 BJ5170;SPC LA S     -   603,953.28  3,073,472.01   sFT  0.99992954   -0 19 41.1
 BJ5170;UTM  15      - 3,336,848.683   597,308.219   MT  0.99971682   +0 30 27.8
 BJ5170
 BJ5170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5170!SPC LA S     -   1.00000252  x   0.99992954  =   0.99993206
 BJ5170!UTM  15      -   1.00000252  x   0.99971682  =   0.99971934
 BJ5170
 BJ5170|---------------------------------------------------------------------|
 BJ5170| PID    Reference Object                     Distance      Geod. Az  |
 BJ5170|                                                           dddmmss.s |
 BJ5170| CW1252 CROOM RM 2                           25.753 METERS 00722     |
 BJ5170| CW1251 CROOM RM 1                           20.424 METERS 10437     |
 BJ5170| BK2740 LAFAYETTE UNITED GAS MW MAST        APPROX. 4.0 KM 2631201.6 |
 BJ5170| CW1250 CROOM AZ MK                                        3150833.7 |
 BJ5170| BJ5171 CROOM LDH 1969 A                     20.380 METERS 33156     |
 BJ5170|---------------------------------------------------------------------|
 BJ5170
 BJ5170                          SUPERSEDED SURVEY CONTROL
 BJ5170
 BJ5170  NAD 83(1986)-  30 09 32.85808(N)    091 59 22.15007(W) AD(       ) 2
 BJ5170  NAD 27      -  30 09 32.13079(N)    091 59 21.71724(W) AD(       ) 2
 BJ5170  NGVD 29 (07/19/86)   11.2    (m)           37.     (f) VERT ANG       
 BJ5170
 BJ5170.Superseded values are not recommended for survey control.
 BJ5170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5170.See file dsdata.txt to determine how the superseded data were derived.
 BJ5170
 BJ5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9730836849(NAD 83)
 BJ5170_MARKER: DD = SURVEY DISK
 BJ5170_SETTING: 0 = UNSPECIFIED SETTING
 BJ5170
 BJ5170  HISTORY     - Date     Condition        Report By
 BJ5170  HISTORY     - 1969     MONUMENTED       LADH
 BJ5170  HISTORY     - 19950414 GOOD             USPSQD
 BJ5170
 BJ5170                          STATION DESCRIPTION
 BJ5170
 BJ5170'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BJ5170'THE STATION IS LOCATED 5 MILES SOUTH OF JUNCTION STATE HIGHWAY 1824
 BJ5170'AND US HIGHWAY 90 (LAFAYETTE - PINHOOK ROAD), 12 MILES NORTHWEST OF
 BJ5170'NEW IBERIA.  IT IS 140.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 BJ5170'BARBED WIRE FENCE, 136.0 FEET SOUTH OF THE CENTERLINE OF STATE
 BJ5170'HIGHWAY 182, 125.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 BJ5170'BRICK BUILDING (SUPERIOR SERVICE CO.), 104 FEET SOUTH OF A METAL
 BJ5170'WITNESS POST AND SIGN, 90.0 FEET WEST OF THE CENTER OF A DRIVE TO
 BJ5170'A BUILDING, 90.0 FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY
 BJ5170'MARKER.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BJ5170'GEODETIC SURVEY DISK, STAMPED CROOM 1969 AND IS FLUSH WITH THE
 BJ5170'GROUND.
 BJ5170'
 BJ5170'REFERENCE MARK NO. 1 IS 67.00 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ5170'130.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, 111.0
 BJ5170'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 182, 88.0 FEET SOUTH
 BJ5170'OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 59.0 FEET WEST OF THE
 BJ5170'NORTHWEST CORNER OF A BRICK BUILDING (SUPERIOR SERVICE CO.),
 BJ5170'22.0 FEET WEST OF A DRIVE TO THE BUILDING.  IT IS A LOUISIANA
 BJ5170'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK,
 BJ5170'STAMPED CROOM R. M. 1969 AND IS FLUSH WITH THE GROUND.
 BJ5170'
 BJ5170'REFERENCE MARK NO. 2 IS 84.49 FEET NORTHEAST OF THE STATION.  IT IS
 BJ5170'86.0 FEET WEST OF THE WEST END OF A SIDE DRAIN, 59.0 FEET
 BJ5170'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 182, 46.50 FEET
 BJ5170'WEST-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 45.0
 BJ5170'FEET SOUTH-SOUTHEAST OF THE EAST END OF A CULVERT, AND 19.10 FEET
 BJ5170'SOUTH OF A METAL WITNESS POST.  IT IS A LOUISIANA DEPARTMENT OF
 BJ5170'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED CROOM R. M. 2
 BJ5170'1969, AND IS FLUSH WITH THE GROUND.
 BJ5170'
 BJ5170'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION.  IT IS 106.0
 BJ5170'FEET WEST-NORTHWEST OF THE CENTER OF A FIELD ROAD, 58.40 FEET
 BJ5170'NORTHWEST OF POWER POLE NO. 29, 39.0 FEET NORTH-NORTHEAST OF THE
 BJ5170'CENTERLINE OF STATE HIGHWAY 182, 5.40 FEET WEST-NORTHWEST OF A
 BJ5170'CONCRETE HIGHWAY RIGHT OF WAY MARKER, 5.30 FEET EAST-SOUTHEAST OF
 BJ5170'A POWER POLE, AND 1.80 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BJ5170'POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 BJ5170'AND GEODETIC SURVEY DISK, STAMPED CROOM AZ. MK. 1969, PROJECTING 2
 BJ5170'INCHES.
 BJ5170'
 BJ5170'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 BJ5170'HIGHWAY 182 FOR 0.25 MILE TO A MARK SET ON NORTHEAST SIDE OF THE
 BJ5170'HIGHWAY NEAR A POWER POLE.
 BJ5170'
 BJ5170'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND
 BJ5170'STATE HIGHWAY 182 (PINHOOK ROAD) IN LAFAYETTE, FOLLOW STATE HIGHWAY
 BJ5170'182 SOUTH FOR 5 MILES TO THE STATION SET ON THE WEST SIDE OF THE
 BJ5170'HIGHWAY IN AN OPEN FIELD.  THE STATION IS ALSO 0.10 MILE SOUTH OF
 BJ5170'THE INTERSECTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 89.
 BJ5170
 BJ5170                          STATION RECOVERY (1995)
 BJ5170
 BJ5170'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2392 ***********************************************************************
 AU2392  DESIGNATION -  CROSS
 AU2392  PID         -  AU2392
 AU2392  STATE/COUNTY-  LA/ST MARY
 AU2392  USGS QUAD   -  LAKE SALVE (1994)
 AU2392
 AU2392                         *CURRENT SURVEY CONTROL
 AU2392  ___________________________________________________________________
 AU2392* NAD 83(1992)-  29 36 32.88344(N)    091 19 37.02806(W)     ADJUSTED  
 AU2392* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2392  **This station is located in a subsidence area (see below).
 AU2392  ___________________________________________________________________
 AU2392  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2392  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AU2392
 AU2392  HORZ ORDER  -  SECOND
 AU2392
 AU2392.The horizontal coordinates were established by classical geodetic methods
 AU2392.and adjusted by the National Geodetic Survey in January 1993..
 AU2392
 AU2392 ** The orthometric height has not been validated since last determined
 AU2392 ** by differential leveling and should not be used for control purposes.
 AU2392 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2392 ** area with valid NAVD 88 orthometric heights.
 AU2392 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2392 ** epoch indicated which incorporates improved geoid heights for the
 AU2392 ** Southern Louisiana Subsidence area.
 AU2392 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2392.The orthometric height was scaled from a topographic map.
 AU2392
 AU2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2392
 AU2392.The geoid height was determined by GEOID03.
 AU2392
 AU2392;                    North         East     Units Scale Factor Converg.
 AU2392;SPC LA S     -   122,942.176 1,000,618.055   MT  0.99994896   +0 00 11.5
 AU2392;SPC LA S     -   403,352.79  3,282,861.07   sFT  0.99994896   +0 00 11.5
 AU2392;UTM  15      - 3,276,644.381   662,002.041   MT  0.99992383   +0 49 36.5
 AU2392
 AU2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2392!SPC LA S     -   1.00000384  x   0.99994896  =   0.99995280
 AU2392!UTM  15      -   1.00000384  x   0.99992383  =   0.99992767
 AU2392
 AU2392:                Primary Azimuth Mark                     Grid Az
 AU2392:SPC LA S     -  IDLEWILD                                 026 30 52.8
 AU2392:UTM  15      -  IDLEWILD                                 025 41 27.8
 AU2392
 AU2392|---------------------------------------------------------------------|
 AU2392| PID    Reference Object                     Distance      Geod. Az  |
 AU2392|                                                           dddmmss.s |
 AU2392| AU2376 IDLEWILD                            APPROX. 6.7 KM 0263104.3 |
 AU2392| CV9720 CROSS RM 1                           15.360 METERS 10211     |
 AU2392| CV9721 CROSS RM 2                           18.031 METERS 23431     |
 AU2392| AU2406 SHADYSIDE PLANTATION WATER TK       APPROX.15.0 KM 3364912.6 |
 AU2392|---------------------------------------------------------------------|
 AU2392
 AU2392                          SUPERSEDED SURVEY CONTROL
 AU2392
 AU2392  NAD 83(1986)-  29 36 32.90685(N)    091 19 37.02710(W) AD(       ) 2
 AU2392  NAD 27      -  29 36 32.14400(N)    091 19 36.64500(W) AD(       ) 2
 AU2392
 AU2392.Superseded values are not recommended for survey control.
 AU2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2392.See file dsdata.txt to determine how the superseded data were derived.
 AU2392
 AU2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6200276644(NAD 83)
 AU2392_MARKER: DS = TRIANGULATION STATION DISK
 AU2392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2392_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2392
 AU2392  HISTORY     - Date     Condition        Report By
 AU2392  HISTORY     - 1933     MONUMENTED       CGS
 AU2392  HISTORY     - 1948     GOOD             CGS
 AU2392  HISTORY     - 1957     GOOD             CGS
 AU2392  HISTORY     - 1966     GOOD             CGS
 AU2392
 AU2392                          STATION DESCRIPTION
 AU2392
 AU2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2392'STATION IS IN THE MARSH, ON THE WESTERN BANK OF LITTLE WAX
 AU2392'BAYOU, DIRECTLY OPPOSITE THE MOUTH OF CROSS BAYOU AT A POINT
 AU2392'WHERE THE BAYOU TURNS FROM A SOUTHERLY TO A WESTERLY DIRECTION,
 AU2392'20 METERS (65 FEET) N OF THE N BANK OF LITTLE WAX BAYOU,
 AU2392'30 METERS (100 FEET) W OF THE W BANK OF THE BAYOU,
 AU2392'ABOUT 60 METERS (200 FEET) S OF A SMALL GROUP OF WILLOW TREES
 AU2392'ON THE W EDGE OF THE BAYOU, AND ABOUT 100 METERS (330 FEET)
 AU2392'E OF ANOTHER GROUP ON THE N EDGE OF THE BAYOU.
 AU2392'
 AU2392'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2392'SET IN CONCRETE AT THE CENTER OF THE TOP OF TILES WHICH ARE
 AU2392'FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF LONG WOODEN
 AU2392'PILES DRIVEN INTO THE MARSH.
 AU2392'
 AU2392'REFERENCE MARK NO. 1 IS TOWARD THE POINT AND 15.360 METERS
 AU2392'(50.39 FEET) FROM THE STATION S 77 DEG 49 MIN E.
 AU2392'
 AU2392'REFERENCE MARK NO. 2 IS IN THE MARSH AND 18.031 METERS (59.16
 AU2392'FEET) FROM THE STATION S 54 DEG 31 MIN W.
 AU2392
 AU2392                          STATION RECOVERY (1948)
 AU2392
 AU2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2392'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2392'THE STATION IS LOCATED ON LITTLE WAX BAYOU OPPOSITE THE MOUTH
 AU2392'OF LITTLE CAMERON BAYOU.  NOT OPPOSITE THE MOUTH OF CROSS
 AU2392'BAYOU AS IS STATED IN THE PREVIOUS DESCRIPTION.
 AU2392
 AU2392                          STATION RECOVERY (1957)
 AU2392
 AU2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2392'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2392'CONDITION.  THE ORIGINAL DESCRIPTION BY E.R. MC C. IN 1933 AND
 AU2392'THE RECOVERY NOTE BY C. W. C. IN 1948 IS ADEQUATE TO RECOVER
 AU2392'THE STATION.
 AU2392
 AU2392                          STATION RECOVERY (1966)
 AU2392
 AU2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2392'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION
 AU2392'EXCEPT THAT REFERENCE MARK 1 IS NOW ONLY 6 FEET FROM THE
 AU2392'POINT WHERE THE BAYOU MAKES A TURN FROM SOUTH TO WEST AND
 AU2392'WILL PROBABLY BE WASHED AWAY SOON.  STATION MARK IS STAMPED
 AU2392'CROSS 1933 AND PROJECTS 6 INCHES.  A METAL WITNESS POST WAS SET
 AU2392'AT THE STATION MARK AND REFERENCE MARK 2.  REFERENCE MARK 1
 AU2392'PROJECTS 3 INCHES AND REFERENCE MARK 2 PROJECTS 2 INCHES.
 AU2392'
 AU2392'STATION IS LOCATED ABOUT 5 MILES EAST OF WAX LAKE, ON THE
 AU2392'WEST BANK OF LITTLE WAX BAYOU OPPOSITE LITTLE CAMERON BAYOU
 AU2392'(NOT CROSS BAYOU AS STATED IN THE ORIGINAL DESCRIPTION) AT
 AU2392'A POINT WHERE LITTLE WAX BAYOU MAKES A BEND FROM SOUTH TO WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2650 ***********************************************************************
 BX2650  DESIGNATION -  CROSS
 BX2650  PID         -  BX2650
 BX2650  STATE/COUNTY-  LA/RAPIDES
 BX2650  USGS QUAD   -  ALEXANDRIA (1992)
 BX2650
 BX2650                         *CURRENT SURVEY CONTROL
 BX2650  ___________________________________________________________________
 BX2650* NAD 83(1992)-  31 18 45.01959(N)    092 26 51.39834(W)     ADJUSTED  
 BX2650* NAVD 88     -                                                        
 BX2650  ___________________________________________________________________
 BX2650  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BX2650  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BX2650
 BX2650  HORZ ORDER  -  THIRD
 BX2650
 BX2650.The horizontal coordinates were established by classical geodetic methods
 BX2650.and adjusted by the National Geodetic Survey in January 1993..
 BX2650
 BX2650
 BX2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2650
 BX2650.The geoid height was determined by GEOID03.
 BX2650
 BX2650;                    North         East     Units Scale Factor Converg.
 BX2650;SPC LA N     -    90,088.928 1,004,986.866   MT  0.99997013   +0 01 39.7
 BX2650;SPC LA N     -   295,566.76  3,297,194.41   sFT  0.99997013   +0 01 39.7
 BX2650;UTM  15      - 3,464,367.910   552,562.057   MT  0.99963408   +0 17 13.5
 BX2650
 BX2650                          SUPERSEDED SURVEY CONTROL
 BX2650
 BX2650  NAD 83(1986)-  31 18 45.03811(N)    092 26 51.39425(W) AD(       ) 4
 BX2650  NAD 27      -  31 18 44.37621(N)    092 26 50.90343(W) AD(       ) 3
 BX2650
 BX2650.Superseded values are not recommended for survey control.
 BX2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2650.See file dsdata.txt to determine how the superseded data were derived.
 BX2650
 BX2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5256264368(NAD 83)
 BX2650_MARKER: 91 = CHURCH CROSS
 BX2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2650+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BX2650
 BX2650  HISTORY     - Date     Condition        Report By
 BX2650  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2650  HISTORY     - 1959     GOOD             CGS
 BX2650  HISTORY     - 19990424 GOOD             USPSQD
 BX2650  HISTORY     - 20050204 GOOD             USPSQD
 BX2650
 BX2650                          STATION DESCRIPTION
 BX2650
 BX2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2650'STATION IS LOCATED ON TOP OF ST. FRANCIS CATHOLIC CHURCH,
 BX2650'WHICH IS ON THE CORNER OF FOURTH AND BEAUREGARD STREETS IN
 BX2650'THE CITY OF ALEXANDRIA, LOUISIANA.
 BX2650'
 BX2650'THE CROSS IS OF WHITE STONE, OUTLINED WITH A RED NEON TUBE.
 BX2650'IT IS IN THE CENTER OF THE SQUARE BRICK CLOCK TOWER, WHICH
 BX2650'RISES FROM THE CENTER OF THE E FACE OF THE CHURCH.
 BX2650'
 BX2650'POINT OBSERVED UPON IS THE TOP OF THE CROSS AS OUTLINED BY
 BX2650'THE NEON SIGN.
 BX2650'
 BX2650'THIS STATION WAS NOT OCCUPIED.
 BX2650
 BX2650                          STATION RECOVERY (1959)
 BX2650
 BX2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2650'THE STATION WAS VISITED 10-13-59 AND WAS FOUND IN GOOD CONDITION.
 BX2650'THE 1934 DESCRIPTION BY C.I.A. IS ADEQUATE.
 BX2650
 BX2650                          STATION RECOVERY (1999)
 BX2650
 BX2650'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2650'RECOVERED IN GOOD CONDITION.
 BX2650
 BX2650                          STATION RECOVERY (2005)
 BX2650
 BX2650'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1104 ***********************************************************************
 AT1104  DESIGNATION -  CROSS
 AT1104  PID         -  AT1104
 AT1104  STATE/COUNTY-  LA/PLAQUEMINES
 AT1104  USGS QUAD   -  EMPIRE (1992)
 AT1104
 AT1104                         *CURRENT SURVEY CONTROL
 AT1104  ___________________________________________________________________
 AT1104* NAD 83(1992)-  29 25 16.34138(N)    089 35 37.96740(W)     ADJUSTED  
 AT1104* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 AT1104  **This station is located in a subsidence area (see below).
 AT1104  ___________________________________________________________________
 AT1104  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AT1104  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AT1104
 AT1104  HORZ ORDER  -  SECOND
 AT1104
 AT1104.The horizontal coordinates were established by classical geodetic methods
 AT1104.and adjusted by the National Geodetic Survey in January 1993..
 AT1104
 AT1104 ** The orthometric height has not been validated since last determined
 AT1104 ** by differential leveling and should not be used for control purposes.
 AT1104 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1104 ** area with valid NAVD 88 orthometric heights.
 AT1104 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1104 ** epoch indicated which incorporates improved geoid heights for the
 AT1104 ** Southern Louisiana Subsidence area.
 AT1104 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1104
 AT1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1104
 AT1104.The geoid height was determined by GEOID03.
 AT1104
 AT1104;                    North         East     Units Scale Factor Converg.
 AT1104;SPC LA S     -   103,393.291 1,168,788.313   MT  0.99997656   +0 52 11.1
 AT1104;SPC LA S     -   339,216.16  3,834,599.66   sFT  0.99997656   +0 52 11.1
 AT1104;UTM  16      - 3,257,452.572   248,342.529   MT  1.00038153   -1 16 29.5
 AT1104
 AT1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1104!SPC LA S     -   1.00000336  x   0.99997656  =   0.99997992
 AT1104!UTM  16      -   1.00000336  x   1.00038153  =   1.00038489
 AT1104
 AT1104|---------------------------------------------------------------------|
 AT1104| PID    Reference Object                     Distance      Geod. Az  |
 AT1104|                                                           dddmmss.s |
 AT1104| DD6563 CROSS RM 1                           13.665 METERS 08938     |
 AT1104| AT1109 EMPIRE MUNICIPAL TANK               APPROX. 3.7 KM 1864941.2 |
 AT1104| AT1105 NAIRN MICROWAVE MAST                APPROX. 1.9 KM 2621835.6 |
 AT1104| DD6564 CROSS RM 2                           15.457 METERS 27417     |
 AT1104|---------------------------------------------------------------------|
 AT1104
 AT1104                          SUPERSEDED SURVEY CONTROL
 AT1104
 AT1104  NAD 83(1986)-  29 25 16.34991(N)    089 35 37.97457(W) AD(       ) 2
 AT1104  NAD 27      -  29 25 15.56319(N)    089 35 37.75365(W) AD(       ) 2
 AT1104  NGVD 29 (07/19/86)    3.     (m)           10.     (f) VERT ANG       
 AT1104
 AT1104.Superseded values are not recommended for survey control.
 AT1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1104.See file dsdata.txt to determine how the superseded data were derived.
 AT1104
 AT1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4834357453(NAD 83)
 AT1104_MARKER: DS = TRIANGULATION STATION DISK
 AT1104_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1104+WITH SETTING: INFORMATION.
 AT1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1104
 AT1104  HISTORY     - Date     Condition        Report By
 AT1104  HISTORY     - 1966     MONUMENTED       CGS
 AT1104
 AT1104                          STATION DESCRIPTION
 AT1104
 AT1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1104'THE STATION IS ABOUT 2-1/2 MILES NORTH OF EMPIRE, 0.3 MILE EAST OF
 AT1104'THE EAST BANK OF
 AT1104'THE MISSISSIPPI RIVER, 1.1 MILE SOUTH OF THE MOUTH OF
 AT1104'BAYOU LAMOQUE, 0.25 MILE SOUTH OF
 AT1104'HACKS BAYOU, AT THE NORTHEAST ANGLE
 AT1104'OF THE INTERSECTION OF THE CANAL PARALLELING THE
 AT1104'RIVER AND ONE THAT
 AT1104'LEADS NORTHEAST AND AWAY FROM THE RIVER INTO ALLEN BAY.
 AT1104'
 AT1104'THE STATION MARK IS A STANDARD DISK STAMPED CROSS 1966, CRIMPED TO
 AT1104'THE TOP OF A 5/8
 AT1104'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1104'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT1104'WHICH PROJECTS 24 INCHES.  IT IS 4.9
 AT1104'FEET SOUTHWEST OF A METAL WITNESS POST AND 37 FEET
 AT1104'NORTH OF THE EAST-WEST CANAL.
 AT1104'
 AT1104'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CROSS NO 1 1966,
 AT1104'CRIMPED TO THE TOP
 AT1104'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1104'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1104'PIPE WHICH PROJECTS 24 INCHES.  IT
 AT1104'IS 41 FEET EAST OF THE METAL WITNESS POST AND 39 FEET
 AT1104'NORTH OF THE NORTH
 AT1104'EDGE OF THE CANAL.
 AT1104'
 AT1104'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CROSS NO 2 1966,
 AT1104'CRIMPED TO THE TOP
 AT1104'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1104'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1104'PIPE WHICH PROJECTS 2.9 FEET.  IT
 AT1104'IS 55 FEET WEST OF THE METAL WITNESS POST, 34 FEET EAST
 AT1104'OF THE EAST EDGE
 AT1104'OF THE NORTH-SOUTH CANAL AND 38 FEET NORTH OF THE NORTH EDGE OF
 AT1104'THE EAST-WEST CANAL.
 AT1104'
 AT1104'NOTE- THIS STATION CAN BE REACHED ONLY BY BOAT OR AIRCRAFT.
 AT1104'
 AT1104'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5103 ***********************************************************************
 BJ5103  DESIGNATION -  CROSS BAYOU 1935
 BJ5103  PID         -  BJ5103
 BJ5103  STATE/COUNTY-  LA/IBERIA
 BJ5103  USGS QUAD   -  PIGEON (1980)
 BJ5103
 BJ5103                         *CURRENT SURVEY CONTROL
 BJ5103  ___________________________________________________________________
 BJ5103* NAD 83(1992)-  30 03 11.31910(N)    091 22 04.63005(W)     ADJUSTED  
 BJ5103* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BJ5103  ___________________________________________________________________
 BJ5103  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ5103  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BJ5103
 BJ5103  HORZ ORDER  -  SECOND
 BJ5103
 BJ5103.The horizontal coordinates were established by classical geodetic methods
 BJ5103.and adjusted by the National Geodetic Survey in January 1993..
 BJ5103
 BJ5103.The orthometric height was scaled from a topographic map.
 BJ5103
 BJ5103.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5103
 BJ5103.The geoid height was determined by GEOID03.
 BJ5103
 BJ5103;                    North         East     Units Scale Factor Converg.
 BJ5103;SPC LA S     -   172,157.668   996,661.725   MT  0.99992616   -0 01 02.3
 BJ5103;SPC LA S     -   564,820.62  3,269,881.01   sFT  0.99992616   -0 01 02.3
 BJ5103;UTM  15      - 3,325,796.573   657,333.922   MT  0.99990541   +0 49 03.0
 BJ5103
 BJ5103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5103!SPC LA S     -   1.00000342  x   0.99992616  =   0.99992958
 BJ5103!UTM  15      -   1.00000342  x   0.99990541  =   0.99990883
 BJ5103
 BJ5103                          SUPERSEDED SURVEY CONTROL
 BJ5103
 BJ5103  NAD 83(1986)-  30 03 11.33817(N)    091 22 04.62759(W) AD(       ) 2
 BJ5103  NAD 27      -  30 03 10.61917(N)    091 22 04.22818(W) AD(       ) 2
 BJ5103
 BJ5103.Superseded values are not recommended for survey control.
 BJ5103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5103.See file dsdata.txt to determine how the superseded data were derived.
 BJ5103
 BJ5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5733425797(NAD 83)
 BJ5103_MARKER: Z = SEE DESCRIPTION
 BJ5103_SETTING: 0 = UNSPECIFIED SETTING
 BJ5103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5103
 BJ5103  HISTORY     - Date     Condition        Report By
 BJ5103  HISTORY     - 1935     MONUMENTED       CGS
 BJ5103
 BJ5103                          STATION DESCRIPTION
 BJ5103
 BJ5103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5103'ABOUT 3-1/2 MILES W AND 1-1/2 MILES S BY AIR LINE FROM PIGEON ALONG
 BJ5103'THE NW BANK OF LITTLE PIGEON BAYOU AND ABOUT 0.15 MILE SW OF THE
 BJ5103'MOUTH OF CROSS BAYOU.  THE POINT OF OBSERVATION WAS A LANTERN HUNG
 BJ5103'FROM THE TOP OF A 120-FOOT MAST MOUNTED ON A BARGE.  THE POINT
 BJ5103'UNDER THE BASE OF THE MAST WAS MARKED WITH A POLE DRIVEN INTO THE
 BJ5103'WATER AND MUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4288 ***********************************************************************
 BJ4288  DESIGNATION -  CROSSOVER 7
 BJ4288  PID         -  BJ4288
 BJ4288  STATE/COUNTY-  LA/JEFFERSON
 BJ4288  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4288
 BJ4288                         *CURRENT SURVEY CONTROL
 BJ4288  ___________________________________________________________________
 BJ4288* NAD 83(1992)-  30 04 13.30165(N)    090 08 43.58565(W)     ADJUSTED  
 BJ4288* NAVD 88     -         5.9  **(meters)      19.   **(feet)  VERTCON   
 BJ4288  **This station is located in a subsidence area (see below).
 BJ4288  ___________________________________________________________________
 BJ4288  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4288  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BJ4288
 BJ4288  HORZ ORDER  -  FIRST
 BJ4288
 BJ4288.The horizontal coordinates were established by classical geodetic methods
 BJ4288.and adjusted by the National Geodetic Survey in January 1993..
 BJ4288
 BJ4288 ** The orthometric height has not been validated since last determined
 BJ4288 ** by differential leveling and should not be used for control purposes.
 BJ4288 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4288 ** area with valid NAVD 88 orthometric heights.
 BJ4288 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4288 ** epoch indicated which incorporates improved geoid heights for the
 BJ4288 ** Southern Louisiana Subsidence area.
 BJ4288 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4288
 BJ4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4288
 BJ4288.The geoid height was determined by GEOID03.
 BJ4288
 BJ4288;                    North         East     Units Scale Factor Converg.
 BJ4288;SPC LA S     -   174,659.245 1,114,523.952   MT  0.99992648   +0 35 38.3
 BJ4288;SPC LA S     -   573,027.87  3,656,567.33   sFT  0.99992648   +0 35 38.3
 BJ4288;UTM  15      - 3,330,018.555   775,178.323   MT  1.00053434   +1 25 52.4
 BJ4288
 BJ4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4288!SPC LA S     -   1.00000320  x   0.99992648  =   0.99992968
 BJ4288!UTM  15      -   1.00000320  x   1.00053434  =   1.00053755
 BJ4288
 BJ4288|---------------------------------------------------------------------|
 BJ4288| PID    Reference Object                     Distance      Geod. Az  |
 BJ4288|                                                           dddmmss.s |
 BJ4288| CW1253 CROSSOVER 7 RM 1                      6.930 METERS 05130     |
 BJ4288| BJ4277 BIENVILLE                           APPROX. 9.1 KM 1242631.2 |
 BJ4288| BJ4246 NEW ORLEANS RAD KKD 758 TOWER       APPROX. 5.8 KM 1474724.2 |
 BJ4288| AU2784 METAIRIE EAST WATER TANK            APPROX. 8.2 KM 1883415.0 |
 BJ4288| BJ4290 VORTAC LAKE PONTCHARTRAIN MSY       APPROX. 5.2 KM 2095358.5 |
 BJ4288| BJ4286 METAIRIE WEST WATER TANK            APPROX.10.3 KM 2250920.1 |
 BJ4288| BJ4283 RADIO STATION WWL SOUTH MAST        APPROX.10.1 KM 2491345.3 |
 BJ4288| BJ4284 RADIO STATION WWL NORTH MAST        APPROX.10.1 KM 2495555.9 |
 BJ4288| CW1254 CROSSOVER 7 RM 2                      8.395 METERS 31538     |
 BJ4288|---------------------------------------------------------------------|
 BJ4288
 BJ4288                          SUPERSEDED SURVEY CONTROL
 BJ4288
 BJ4288  NAD 83(1986)-  30 04 13.31659(N)    090 08 43.58311(W) AD(       ) 1
 BJ4288  NAD 27      -  30 04 12.59509(N)    090 08 43.31794(W) AD(       ) 1
 BJ4288  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 BJ4288
 BJ4288.Superseded values are not recommended for survey control.
 BJ4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4288.See file dsdata.txt to determine how the superseded data were derived.
 BJ4288
 BJ4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7517830019(NAD 83)
 BJ4288_MARKER: DS = TRIANGULATION STATION DISK
 BJ4288_SETTING: 0 = UNSPECIFIED SETTING
 BJ4288
 BJ4288  HISTORY     - Date     Condition        Report By
 BJ4288  HISTORY     - 1972     MONUMENTED       NGS
 BJ4288
 BJ4288                          STATION DESCRIPTION
 BJ4288
 BJ4288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4288'MEASUREMENT WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 BJ4288'
 BJ4288'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF DOWNTOWN NEW
 BJ4288'ORLEANS, 5-1/2 MILES NORTH OF METAIRIE AND IS ON THE LAKE
 BJ4288'PONTCHARTRAIN CAUSEWAY.  GENERAL MANAGER, P.O. BOX 7645, METAIRIE,
 BJ4288'LOUISIANA, ATTENTION MR. STEIN.
 BJ4288'
 BJ4288'TO REACH THE STATION FROM THE SOUTH END OF THE LAKE PONTCHARTRAIN
 BJ4288'CAUSEWAY TOLL PLAZA, GO NORTH ON THE CAUSEWAY FOR 3.5 MILES TO
 BJ4288'CROSSOVER 7 AND THE STATION ON THE LEFT.
 BJ4288'
 BJ4288'STATION MARK, A STANDARD DISK STAMPED CROSSOVER 7 1972, IS CEMENTED
 BJ4288'IN A DRILL HOLE IN THE BRIDGE AND IS FLUSH WITH THE SURFACE OF THE
 BJ4288'BRIDGE.  IT IS 40 FEET EAST OF THE CENTER OF THE SOUTH BOUND
 BJ4288'LANE, 31 FEET NORTHWEST OF THE CENTER OF THE CHAIN LINK GATE AND 18
 BJ4288'FEET SOUTH OF THE NORTH EDGE OF THE CROSSOVER.
 BJ4288'
 BJ4288'REFERENCE MARK 1, A STANDARD DISK STAMPED CROSSOVER 7 NO 1 1972, IS
 BJ4288'CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF THE CROSSOVER AND
 BJ4288'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE BRIDGE.  IT IS 58 FEET
 BJ4288'WEST OF THE CENTER OF THE NORTH BOUND LANE, 43 FEET NORTH OF THE
 BJ4288'CENTER OF THE CHAIN LINK GATE AND 1.3 FEET WEST OF A METAL LIGHT
 BJ4288'POLE.
 BJ4288'
 BJ4288'REFERENCE MARK 2, A STANDARD DISK STAMPED CROSSOVER 7 NO 2 1972, IS
 BJ4288'CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF THE CROSSOVER AND
 BJ4288'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE BRIDGE.  IT IS 58 FEET
 BJ4288'NORTHWEST OF THE CENTER OF THE CHAIN LINK GATE, 39 FEET WEST OF
 BJ4288'THE METAL LIGHT POLE AND 17.5 FEET EAST OF THE CENTER OF THE SOUTH
 BJ4288'BOUND LANE.
 BJ4288'
 BJ4288'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3116 ***********************************************************************
 CQ3116  DESIGNATION -  CROSSROAD
 CQ3116  PID         -  CQ3116
 CQ3116  STATE/COUNTY-  LA/RED RIVER
 CQ3116  USGS QUAD   -  EAST POINT (1979)
 CQ3116
 CQ3116                         *CURRENT SURVEY CONTROL
 CQ3116  ___________________________________________________________________
 CQ3116* NAD 83(1992)-  32 10 57.44082(N)    093 23 25.77284(W)     ADJUSTED  
 CQ3116* NAVD 88     -        73.8    (meters)     242.     (feet)  VERTCON   
 CQ3116  ___________________________________________________________________
 CQ3116  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 CQ3116  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3116
 CQ3116  HORZ ORDER  -  FIRST
 CQ3116
 CQ3116.The horizontal coordinates were established by classical geodetic methods
 CQ3116.and adjusted by the National Geodetic Survey in January 1993..
 CQ3116
 CQ3116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3116
 CQ3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3116
 CQ3116.The geoid height was determined by GEOID03.
 CQ3116
 CQ3116;                    North         East     Units Scale Factor Converg.
 CQ3116;SPC LA N     -   186,906.513   916,028.991   MT  0.99992539   -0 28 14.9
 CQ3116;SPC LA N     -   613,209.12  3,005,338.45   sFT  0.99992539   -0 28 14.9
 CQ3116;UTM  15      - 3,560,745.118   463,189.071   MT  0.99961671   -0 12 28.8
 CQ3116
 CQ3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3116!SPC LA N     -   0.99999247  x   0.99992539  =   0.99991786
 CQ3116!UTM  15      -   0.99999247  x   0.99961671  =   0.99960918
 CQ3116
 CQ3116|---------------------------------------------------------------------|
 CQ3116| PID    Reference Object                     Distance      Geod. Az  |
 CQ3116|                                                           dddmmss.s |
 CQ3116| CX5655 CROSSROAD RM 2                       35.869 METERS 00223     |
 CQ3116| CQ3125 RINGGOLD ATT MICROWAVE KLW 25       APPROX.11.8 KM 0130300.5 |
 CQ3116| CQ3103 RINGGOLD KC S MICROWAVE KJO 33      APPROX. 8.0 KM 0255458.3 |
 CQ3116| CQ3098 MARTIN LOT                          APPROX.16.9 KM 1204522.4 |
 CQ3116| CQ3096 BARE RM 3                           APPROX.19.8 KM 1254016.9 |
 CQ3116| CQ3097 MARTIN ATT MICROWAVE KLW 26         APPROX.20.0 KM 1263236.3 |
 CQ3116| CX5653 CROSSROAD AZ MK                                    1653215.5 |
 CQ3116| CQ3109 DUPREE                              APPROX. 8.4 KM 1810902.1 |
 CQ3116| CX5654 CROSSROAD RM 1                       31.943 METERS 29658     |
 CQ3116|---------------------------------------------------------------------|
 CQ3116
 CQ3116                          SUPERSEDED SURVEY CONTROL
 CQ3116
 CQ3116  NAD 83(1986)-  32 10 57.45367(N)    093 23 25.76686(W) AD(       ) 1
 CQ3116  NAD 27      -  32 10 56.88143(N)    093 23 25.14556(W) AD(       ) 1
 CQ3116  NGVD 29 (07/19/86)   73.9    (m)          242.     (f) VERT ANG       
 CQ3116
 CQ3116.Superseded values are not recommended for survey control.
 CQ3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3116.See file dsdata.txt to determine how the superseded data were derived.
 CQ3116
 CQ3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6318960745(NAD 83)
 CQ3116_MARKER: DS = TRIANGULATION STATION DISK
 CQ3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3116
 CQ3116  HISTORY     - Date     Condition        Report By
 CQ3116  HISTORY     - 1969     MONUMENTED       CGS
 CQ3116
 CQ3116                          STATION DESCRIPTION
 CQ3116
 CQ3116'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3116'THE STATION IS ABOUT 11-3/4 MILE NORTH OF COUSHATTA, 11-3/4 MILES
 CQ3116'SOUTH-SOUTHWEST OF RINGGOLD AND 5-1/4 MILES WEST OF HALL SUMMIT ON
 CQ3116'THE PROPERTY OWNED BY MR. B.F. MADDEN WHO OPERATES A STORE AND
 CQ3116'SERVICE STATION JUST NORTH OF THE STATION.
 CQ3116'
 CQ3116'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 CQ3116'STATE HIGHWAY 514 IN THE SMALL SETTLEMENT OF CROSSROADS, GO SOUTH
 CQ3116'ON U.S. HIGHWAY 71 FOR 0.1 MILE TO A VACANT LOT ON THE RIGHT AND
 CQ3116'THE STATION AT THE SOUTH EDGE OF THE LOT.  TO REACH THE AZIMUTH
 CQ3116'MARK FROM THIS POINT CONTINUE SOUTH FOR APPROXIMATELY 0.1 MILE ON
 CQ3116'U.S. HIGHWAY 71 TO THE MARK ON THE LEFT.
 CQ3116'
 CQ3116'THE STATION MARK IS A STANDARD DISK, STAMPED CROSSROAD 1969, SET
 CQ3116'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 3 INCHES
 CQ3116'ABOVE THE GROUND.  IT IS 79 FEET WEST OF THE CENTERLINE OF
 CQ3116'U.S. HIGHWAY 71, 40 FEET NORTH-NORTHWEST OF A 24-INCH OAK TREE AND
 CQ3116'2 FEET SOUTH OF A METAL WITNESS POST.
 CQ3116'
 CQ3116'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSSROADS NO 1 1969,
 CQ3116'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 3
 CQ3116'INCHES ABOVE THE GROUND.  IT IS 172 FEET WEST OF THE CENTERLINE OF
 CQ3116'U.S. HIGHWAY 71, 104 FEET WEST-NORTHWEST OF THE WITNESS POST AND
 CQ3116'4 FEET NORTH OF A 12-INCH PINE TREE.
 CQ3116'
 CQ3116'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSSROADS NO 2 1969,
 CQ3116'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 3
 CQ3116'INCHES ABOVE THE GROUND.  IT IS 115 FEET NORTH OF THE WITNESS POST,
 CQ3116'75 FEET WEST OF THE CENTERLINE OF HIGHWAY 71 AND 46 FEET
 CQ3116'SOUTH-SOUTHEAST OF A 12-INCH PINE TREE.
 CQ3116'
 CQ3116'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CROSSROADS 1969, SET
 CQ3116'IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 5 INCHES
 CQ3116'ABOVE THE GROUND.  IT IS 147 FEET SOUTH OF THE SOUTHWEST CORNER OF
 CQ3116'THE CROSSROADS METHODIST CHURCH, 46 FEET EAST OF THE CENTERLINE OF
 CQ3116'HIGHWAY 71, 13 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 2
 CQ3116'FEET NORTH OF THE WITNESS POST.
 CQ3116'
 CQ3116'HEIGHT OF LIGHT ABOVE STATION MARK 34.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2427 ***********************************************************************
 AU2427  DESIGNATION -  CROW 1933
 AU2427  PID         -  AU2427
 AU2427  STATE/COUNTY-  LA/TERREBONNE
 AU2427  USGS QUAD   -  FOURLEAGUE BAY (1974)
 AU2427
 AU2427                         *CURRENT SURVEY CONTROL
 AU2427  ___________________________________________________________________
 AU2427* NAD 83(1992)-  29 21 04.19544(N)    091 09 13.76555(W)     ADJUSTED  
 AU2427* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2427  ___________________________________________________________________
 AU2427  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AU2427  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AU2427
 AU2427  HORZ ORDER  -  THIRD
 AU2427
 AU2427.The horizontal coordinates were established by classical geodetic methods
 AU2427.and adjusted by the National Geodetic Survey in January 1993..
 AU2427
 AU2427.The orthometric height was scaled from a topographic map.
 AU2427
 AU2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2427
 AU2427.The geoid height was determined by GEOID03.
 AU2427
 AU2427;                    North         East     Units Scale Factor Converg.
 AU2427;SPC LA S     -    94,362.506 1,017,431.580   MT  0.99998956   +0 05 23.1
 AU2427;SPC LA S     -   309,587.66  3,338,023.44   sFT  0.99998956   +0 05 23.1
 AU2427;UTM  15      - 3,248,308.376   679,222.528   MT  0.99999636   +0 54 18.6
 AU2427
 AU2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2427!SPC LA S     -   1.00000391  x   0.99998956  =   0.99999347
 AU2427!UTM  15      -   1.00000391  x   0.99999636  =   1.00000027
 AU2427
 AU2427                          SUPERSEDED SURVEY CONTROL
 AU2427
 AU2427  NAD 83(1986)-  29 21 04.21921(N)    091 09 13.76795(W) AD(       ) 3
 AU2427  NAD 27      -  29 21 03.43600(N)    091 09 13.40100(W) AD(       ) 3
 AU2427
 AU2427.Superseded values are not recommended for survey control.
 AU2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2427.See file dsdata.txt to determine how the superseded data were derived.
 AU2427
 AU2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7922348308(NAD 83)
 AU2427_MARKER: DS = TRIANGULATION STATION DISK
 AU2427_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2427_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2427
 AU2427  HISTORY     - Date     Condition        Report By
 AU2427  HISTORY     - 1933     MONUMENTED       CGS
 AU2427  HISTORY     - 1948     GOOD             CGS
 AU2427  HISTORY     - 1953     GOOD             CGS
 AU2427  HISTORY     - 1973     GOOD             USGS
 AU2427
 AU2427                          STATION DESCRIPTION
 AU2427
 AU2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2427'STATION IS IN THE MARSH ON THE S BANK OF CARANCRO BAYOU
 AU2427'(A SMALL BAYOU ON THE N SIDE OF FOUR LEAGUE BAY) AT ITS MOUTH
 AU2427'WHERE IT FLOWS INTO THE BAY, 50 METERS (165 FEET) S FROM THE
 AU2427'BAYOU, 205 METERS (670 FEET) FROM THE POINT FORMED BY THE
 AU2427'BAYOU AND THE BAY, AND 110 METERS (360 FEET) N FROM THE
 AU2427'SHORE LINE OF THE BAY.
 AU2427'
 AU2427'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2427'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2427'OF CONCRETE TO THE UPPER END OF A LONG WOODEN POST DRIVEN INTO
 AU2427'THE MARSH.
 AU2427'
 AU2427'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 AU2427'SET IN THE CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED
 AU2427'TO THE TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS
 AU2427'21.390 METERS (70.18 FEET) FROM THE STATION S 25 DEG E.
 AU2427'
 AU2427'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET IN THE
 AU2427'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2427'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 20.385 METERS
 AU2427'(66.88 FEET) FROM THE STATION S 44 DEG W.
 AU2427
 AU2427                          STATION RECOVERY (1948)
 AU2427
 AU2427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU2427'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AU2427'DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 AU2427'
 AU2427'THE STATION IS NOW 400 FEET FROM THE END OF THE POINT.  THE
 AU2427'STATION IS NOW 65 FEET FROM THE BANK OF THE BAYOU.
 AU2427'
 AU2427'REFERENCE MARK 1 COULD NOT BE FOUND.
 AU2427
 AU2427                          STATION RECOVERY (1953)
 AU2427
 AU2427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2427'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AU2427'REFERENCE MARK 1 WAS NOT RECOVERED.  A COMPLETE NEW DESCRIPTION
 AU2427'FOLLOWS--
 AU2427'
 AU2427'STATION IS LOCATED ON THE E SIDE OF FOURLEAGUE BAY, AT THE MOUTH
 AU2427'OF BIG CARRION CROW BAYOU, IN SOFT MARSH, 385 FT. FROM THE END
 AU2427'OF THE POINT, AND 53 FT. S OF THE S BANK OF THE BAYOU.  IT IS
 AU2427'A STANDARD DISK, STAMPED CROW 1933 AND SET IN THE TOP OF AN
 AU2427'8-IN. ROUND CONCRETE MONUMENT PROJECTING 6 IN. ABOVE THE
 AU2427'GROUND.
 AU2427'
 AU2427'REFERENCE MARK 2 IS 120 FT. S OF THE S BANK OF THE BAYOU, AND
 AU2427'67 FT. SW OF THE STATION.  IT IS A STANDARD DISK, STAMPED
 AU2427'NO 2 AND SET IN THE TOP OF AN 8-IN. SQUARE CONCRETE MONUMENT
 AU2427'PROJECTING 3 IN. ABOVE THE GROUND.
 AU2427
 AU2427                          STATION RECOVERY (1973)
 AU2427
 AU2427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DLH)
 AU2427'STATION MARK WAS FOUND AS DESCRIBED.
 AU2427'
 AU2427'R.M. 1 AND R.M. 2 WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2807 ***********************************************************************
 CQ2807  DESIGNATION -  CROWELL
 CQ2807  PID         -  CQ2807
 CQ2807  STATE/COUNTY-  LA/OUACHITA
 CQ2807  USGS QUAD   -  CADEVILLE (1982)
 CQ2807
 CQ2807                         *CURRENT SURVEY CONTROL
 CQ2807  ___________________________________________________________________
 CQ2807* NAD 83(1992)-  32 27 51.61152(N)    092 16 37.97570(W)     ADJUSTED  
 CQ2807* NAVD 88     -        66.7    (meters)     219.     (feet)  VERTCON   
 CQ2807  ___________________________________________________________________
 CQ2807  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CQ2807  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2807
 CQ2807  HORZ ORDER  -  FIRST
 CQ2807
 CQ2807.The horizontal coordinates were established by classical geodetic methods
 CQ2807.and adjusted by the National Geodetic Survey in January 1993..
 CQ2807
 CQ2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2807
 CQ2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2807
 CQ2807.The geoid height was determined by GEOID03.
 CQ2807
 CQ2807;                    North         East     Units Scale Factor Converg.
 CQ2807;SPC LA N     -   217,821.164 1,020,943.977   MT  0.99996012   +0 07 04.0
 CQ2807;SPC LA N     -   714,634.94  3,349,547.03   sFT  0.99996012   +0 07 04.0
 CQ2807;UTM  15      - 3,592,135.767   567,925.330   MT  0.99965689   +0 23 16.8
 CQ2807
 CQ2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2807!SPC LA N     -   0.99999359  x   0.99996012  =   0.99995371
 CQ2807!UTM  15      -   0.99999359  x   0.99965689  =   0.99965048
 CQ2807
 CQ2807:                Primary Azimuth Mark                     Grid Az
 CQ2807:SPC LA N     -  MONROE AT T M WAVE KKT 25                068 16 00.7
 CQ2807:UTM  15      -  MONROE AT T M WAVE KKT 25                067 59 47.9
 CQ2807
 CQ2807|---------------------------------------------------------------------|
 CQ2807| PID    Reference Object                     Distance      Geod. Az  |
 CQ2807|                                                           dddmmss.s |
 CQ2807| CQ2759 MONROE AT T M WAVE KKT 25           APPROX. 9.2 KM 0682304.7 |
 CQ2807| CY4184 CROWELL RM 1                         22.908 METERS 08511     |
 CQ2807| CQ2758 HUTSON                              APPROX. 8.6 KM 0853057.1 |
 CQ2807| CY4183 CROWELL AZ MK                                      2400351.7 |
 CQ2807| CY4185 CROWELL RM 2                         24.080 METERS 32847     |
 CQ2807|---------------------------------------------------------------------|
 CQ2807
 CQ2807                          SUPERSEDED SURVEY CONTROL
 CQ2807
 CQ2807  NAD 83(1986)-  32 27 51.62489(N)    092 16 37.96740(W) AD(       ) 1
 CQ2807  NAD 27      -  32 27 51.09464(N)    092 16 37.46821(W) AD(       ) 1
 CQ2807  NGVD 29 (07/19/86)   66.7    (m)          219.     (f) VERT ANG       
 CQ2807
 CQ2807.Superseded values are not recommended for survey control.
 CQ2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2807.See file dsdata.txt to determine how the superseded data were derived.
 CQ2807
 CQ2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6792592136(NAD 83)
 CQ2807_MARKER: DS = TRIANGULATION STATION DISK
 CQ2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2807
 CQ2807  HISTORY     - Date     Condition        Report By
 CQ2807  HISTORY     - 1971     MONUMENTED       NGS
 CQ2807
 CQ2807                          STATION DESCRIPTION
 CQ2807
 CQ2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2807'THE STATION IS ABOUT 5 MILES SOUTHEAST OF CALHOUN, 4.5 MILES
 CQ2807'NORTHEAST OF CADEVILLE AND 4 MILES NORTH-NORTHEAST OF
 CQ2807'BOGALOOSA.  IT IS IN SECTION 16, T 17 N, R 2 E, AND ON PROPERTY
 CQ2807'OWNED BY MR. E.J. CROWELL ROUTE 2 BOX 352, WEST MONROE,
 CQ2807'LOUISIANA 71291.
 CQ2807'
 CQ2807'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND WELL
 CQ2807'ROAD, THAT IS ABOUT 4 MILES WEST OF MONROE, GO SOUTH ON WELL ROAD
 CQ2807'FOR 1.0 MILE TO A T JUNCTION.  TURN RIGHT AND GO WEST AND SOUTHWEST
 CQ2807'ON STATE HIGHWAY 838 FOR 6.0 MILES TO THE STATION ON THE RIGHT,
 CQ2807'NORTHEAST SIDE OF ROAD.  TO REACH THE AZIMUTH MARK FROM THIS
 CQ2807'POINT CONTINUE WESTERLY ON STATE HIGHWAY 838 FOR 0.1 MILE TO THE
 CQ2807'AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF ROAD.  AS DESCRIBED.
 CQ2807'
 CQ2807'STATION MARKS ARE STANDARD DISKS STAMPED CROWELL 1971.  THE
 CQ2807'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2807'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET
 CQ2807'NORTHEAST OF THE CENTERLINE OF SURFACED ROAD, 32.5 FEET
 CQ2807'EAST-NORTHEAST OF FENCE CORNER POST, 24 FEET EAST OF FENCELINE
 CQ2807'AND 22.5 FEET NORTHEAST OF FENCELINE.  THE UNDERGROUND MARK IS
 CQ2807'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CQ2807'THE GROUND SURFACE.
 CQ2807'
 CQ2807'REFERENCE MARK 1, A STANDARD DISK STAMPED CROWELL NO 1 1971, IS
 CQ2807'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2807'FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET NORTHEAST OF THE
 CQ2807'CENTERLINE OF SURFACED ROAD AND 0.9 FEET NORTHEAST OF FENCELINE.
 CQ2807'
 CQ2807'REFERENCE MARK 2, A STANDARD DISK STAMPED CROWELL NO 2 1971, IS
 CQ2807'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2807'FLUSH WITH THE GROUND SURFACE.  IT IS 132 FEET NORTHEAST OF FENCE
 CQ2807'CORNER POST AND 2.3 FEET SOUTH-SOUTHEAST OF FENCE CORNER POST.
 CQ2807'
 CQ2807'THE AZIMUTH MARK, A STANDARD DISK STAMPED CROWELL 1971, IS SET IN
 CQ2807'THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS SET FLUSH WITH
 CQ2807'THE GROUND SURFACE.  IT IS 79 FEET SOUTH OF THE CENTERLINE OF
 CQ2807'SURFACED ROAD, 57.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CQ2807'CHURCH, 36 FEET NORTH OF THE CENTER OF GATE TO THE CEMETERY, 20
 CQ2807'FEET NORTHWEST OF AN 8 INCH OAK TREE AND 0.9 FEET EAST OF
 CQ2807'FENCELINE.
 CQ2807'
 CQ2807'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2786 ***********************************************************************
 BK2786  DESIGNATION -  CROWLEY
 BK2786  PID         -  BK2786
 BK2786  STATE/COUNTY-  LA/ACADIA
 BK2786  USGS QUAD   -  CROWLEY EAST (1983)
 BK2786
 BK2786                         *CURRENT SURVEY CONTROL
 BK2786  ___________________________________________________________________
 BK2786* NAD 83(1992)-  30 12 05.34177(N)    092 22 15.97746(W)     ADJUSTED  
 BK2786* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BK2786  **This station is located in a subsidence area (see below).
 BK2786  ___________________________________________________________________
 BK2786  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2786  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2786
 BK2786  HORZ ORDER  -  FIRST
 BK2786
 BK2786.The horizontal coordinates were established by classical geodetic methods
 BK2786.and adjusted by the National Geodetic Survey in January 1993..
 BK2786
 BK2786 ** The orthometric height has not been validated since last determined
 BK2786 ** by differential leveling and should not be used for control purposes.
 BK2786 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2786 ** area with valid NAVD 88 orthometric heights.
 BK2786 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2786 ** epoch indicated which incorporates improved geoid heights for the
 BK2786 ** Southern Louisiana Subsidence area.
 BK2786 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2786.The orthometric height was scaled from a topographic map.
 BK2786
 BK2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2786
 BK2786.The geoid height was determined by GEOID03.
 BK2786
 BK2786;                    North         East     Units Scale Factor Converg.
 BK2786;SPC LA S     -   189,052.580   900,080.353   MT  0.99993185   -0 31 08.0
 BK2786;SPC LA S     -   620,250.01  2,953,013.62   sFT  0.99993185   -0 31 08.0
 BK2786;UTM  15      - 3,341,278.857   560,533.183   MT  0.99964521   +0 18 58.9
 BK2786
 BK2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2786!SPC LA S     -   1.00000350  x   0.99993185  =   0.99993535
 BK2786!UTM  15      -   1.00000350  x   0.99964521  =   0.99964871
 BK2786
 BK2786|---------------------------------------------------------------------|
 BK2786| PID    Reference Object                     Distance      Geod. Az  |
 BK2786|                                                           dddmmss.s |
 BK2786| CW1256 CROWLEY RM 1                         75.452 METERS 01842     |
 BK2786| BK2782 CROWLEY STANDARD RICE CO TANK       APPROX. 1.9 KM 0434720.7 |
 BK2786| BK2783 RAYNE CITY WATER AND LT CO TK       APPROX.10.2 KM 0685017.8 |
 BK2786| BK2787 RAYNE LA ST RICE MILL WATER TK      APPROX.11.0 KM 0693149.7 |
 BK2786| BK2788 RAYNE ST JOSEPHS CATH CH SPIRE      APPROX.10.4 KM 0705913.7 |
 BK2786| CW1257 CROWLEY RM 2                         44.285 METERS 10523     |
 BK2786| CW1255 CROWLEY AZ MK                                      1074452.8 |
 BK2786| BK2814 ESTHERWOOD CATH CHURCH SPIRE        APPROX. 9.1 KM 2570835.2 |
 BK2786| BK2813 ROLLER CANAL PUMPING STA STACK      APPROX. 4.1 KM 2851703.5 |
 BK2786| BK2812 CROWLEY MUTUAL RICE CO TANK         APPROX. 0.8 KM 2994231.5 |
 BK2786| BK2834 IOTA CATHOLIC CHURCH SPIRE          APPROX.17.5 KM 3181317.7 |
 BK2786| BK2836 IOTA MUNICIPAL TANK                 APPROX.18.8 KM 3201055.2 |
 BK2786| BK2789 CROWLEY LOUISIANA RICE CO TANK      APPROX. 0.7 KM 3340646.8 |
 BK2786| BK2803 CROWLEY ST MICHAELS CH DOME         APPROX. 1.3 KM 3452314.4 |
 BK2786| BK2781 CROWLEY MUNICIPAL STANDPIPE         APPROX. 1.5 KM 3463110.1 |
 BK2786| CW1258 CROWLEY FIRST NATL BANK TK                         3591145.1 |
 BK2786|---------------------------------------------------------------------|
 BK2786
 BK2786                          SUPERSEDED SURVEY CONTROL
 BK2786
 BK2786  NAD 83(1986)-  30 12 05.36136(N)    092 22 15.97164(W) AD(       ) 1
 BK2786  NAD 27      -  30 12 04.62191(N)    092 22 15.49717(W) AD(       ) 1
 BK2786
 BK2786.Superseded values are not recommended for survey control.
 BK2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2786.See file dsdata.txt to determine how the superseded data were derived.
 BK2786
 BK2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6053341279(NAD 83)
 BK2786_MARKER: DS = TRIANGULATION STATION DISK
 BK2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2786
 BK2786  HISTORY     - Date     Condition        Report By
 BK2786  HISTORY     - 1934     MONUMENTED       CGS
 BK2786  HISTORY     - 1936     GOOD             CGS
 BK2786  HISTORY     - 1955     GOOD             USGS
 BK2786  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BK2786
 BK2786                          STATION DESCRIPTION
 BK2786
 BK2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2786'THIS STATION IS LOCATED IN THE TOWN OF CROWLEY ON THE GROUNDS
 BK2786'OF THE SOUTH CROWLEY SCHOOL, IN THE SE 1/4 SEC. 4, T 10 S,
 BK2786'R 1 E.  CONSENT OF A.T. BROWN, PARISH SUPERINTENDENT OF SCHOOLS,
 BK2786'OBTAINED.  THE STATION IS IN THE SW CORNER OF LOT, 39 FEET
 BK2786'TO DITCH LINE OF N-S ROAD AND 60 FEET TO CENTER LINE OF N-S
 BK2786'ROAD.
 BK2786'
 BK2786'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BK2786'SET IN CONCRETE.
 BK2786'
 BK2786'REFERENCE MARK NO. 2 IS 30 FEET N OF CENTER LINE OF LANE
 BK2786'RUNNING E AND W IS 145.31 FEET FROM STATION.
 BK2786'
 BK2786'REFERENCE MARK NO. 1 IS 24 FEET TO CENTER LINE OF E-W ROAD,
 BK2786'SET ON THE S SIDE, AND IS 247.57 FEET FROM STATION.
 BK2786'
 BK2786'AZIMUTH MARK--TAKE E-W ROAD FROM STATION, GO 0.5 MILE TO
 BK2786'T-ROAD AND GAS STATION TURN RIGHT AND GO 0.1 MILE TO MARK ON
 BK2786'RIGHT SIDE OF ROAD, 55 FEET FROM CENTER LINE OF ROAD.
 BK2786'
 BK2786'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND
 BK2786'STATE HIGHWAY 26--FOLLOW S ALONG STATE HIGHWAY 26 TO THE END
 BK2786'OF PAVEMENT, THENCE CONTINUE S ALONG ROAD FOR ONE BLOCK, A
 BK2786'TOTAL OF 0.65 MILE.  THEN GO W ACROSS STREET 0.05 MILE TO
 BK2786'SCHOOL AND STATION.
 BK2786'
 BK2786'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BK2786
 BK2786                          STATION RECOVERY (1936)
 BK2786
 BK2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 BK2786'STATION MARK AND REFERENCE MARKS FOUND AS DESCRIBED.  AT THE
 BK2786'REQUEST OF THE SUPERINTENDENT OF SCHOOLS OF ACADIA PARISH THE
 BK2786'MARKS WERE LOWERED SO AS NOT TO INTERFERE WITH THE ACTIVITIES OF
 BK2786'THE SCHOOL.  THE ORIGINAL DESCRIPTIONS ADEQUATE EXCEPT FOR THE
 BK2786'FOLLOWING NOTATION.
 BK2786'
 BK2786'REFERENCE MARK NO. 1 IS ONE INCH BELOW THE SURFACE.  REFERENCE
 BK2786'MARK NO. 2 IS ABOUT 1-1/2 INCHES BELOW THE SURFACE AND STATION
 BK2786'MARK IS 18 INCHES BELOW THE SURFACE.  THE UNDERGROUND MARK HAD
 BK2786'NOT BEEN DISTURBED, THE SURFACE MARK WAS MERELY CUT IN LENGTH
 BK2786'AND RESET TO DEPTH IN ACCORDANCE WITH THE WISHES OF THE PARISH
 BK2786'SUPERINTENDENT.  THE STATION MARK AT THE PRESENT TIME IS ABOUT 3
 BK2786'FEET FROM HOME PLATE BETWEEN HOME PLATE AND THIRD BASE ON THE
 BK2786'ATHLETIC FIELD OF THE ACADIA PARISH.  IT IS WITHIN 1 FOOT OF
 BK2786'THE HOME PLATE-THIRD BASE LINE.  (TO THE LEFT OF THE LINE
 BK2786'LOOKING FROM HOME PLATE TO THIRD BASE.  IN OTHER WORDS, JUST
 BK2786'OUTSIDE OF THE PLAYING OR FAIR BALL AREA).  THE SCHOOL HAS A
 BK2786'RECORD OF THE POSITION OF THE MARKS AND IT IS BELIEVED THAT
 BK2786'THEY CAN BE RECOVERED WITH LITTLE OR NO DIFFICULTY IF
 BK2786'THE SCHOOL AUTHORITIES ARE CONSULTED.
 BK2786
 BK2786                          STATION RECOVERY (1955)
 BK2786
 BK2786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BK2786'THIS MARK WAS BURIED IN ACCORDANCE WITH THE WISHES OF THE
 BK2786'PARISH SUPERINTENDENT IN 1936.
 BK2786
 BK2786                          STATION RECOVERY (1969)
 BK2786
 BK2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BK2786'THE STATION SITE WAS VISITED AND REFERENCE MARK 2 WAS RECOVERED
 BK2786'IN GOOD CONDITION.  MEASUREMENTS AND COMPASS AZIMUTH FROM THIS
 BK2786'REFERENCE MARK SHOW LOCATION OF STATION TO BE UNDER FLOOR OF
 BK2786'WEST MOST CLASS ROOM OF SOUTHWEST WING OF SOUTH CROWLEY SCHOOL
 BK2786'BUILDING.  AREA OF REFERENCE MARK 1 IS UNDER CONCRETE PAVED
 BK2786'PARKING AREA NORTH OF THE SCHOOL BUILDING.  STATION SHOULD BE
 BK2786'CONSIDERED LOST.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2816 ***********************************************************************
 BK2816  DESIGNATION -  CROWLEY CABLE TV MAST
 BK2816  PID         -  BK2816
 BK2816  STATE/COUNTY-  LA/ACADIA
 BK2816  USGS QUAD   -  CROWLEY WEST (1987)
 BK2816
 BK2816                         *CURRENT SURVEY CONTROL
 BK2816  ___________________________________________________________________
 BK2816* NAD 83(1992)-  30 12 47.82254(N)    092 24 10.37066(W)     ADJUSTED  
 BK2816* NAVD 88     -                                                        
 BK2816  **This station is located in a subsidence area (see below).
 BK2816  ___________________________________________________________________
 BK2816  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2816  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2816
 BK2816  HORZ ORDER  -  THIRD
 BK2816
 BK2816.The horizontal coordinates were established by classical geodetic methods
 BK2816.and adjusted by the National Geodetic Survey in January 1993..
 BK2816
 BK2816 ** The orthometric height has not been validated since last determined
 BK2816 ** by differential leveling and should not be used for control purposes.
 BK2816 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2816 ** area with valid NAVD 88 orthometric heights.
 BK2816 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2816 ** epoch indicated which incorporates improved geoid heights for the
 BK2816 ** Southern Louisiana Subsidence area.
 BK2816 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2816
 BK2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2816
 BK2816.The geoid height was determined by GEOID03.
 BK2816
 BK2816;                    North         East     Units Scale Factor Converg.
 BK2816;SPC LA S     -   190,388.691   897,033.175   MT  0.99993259   -0 32 05.2
 BK2816;SPC LA S     -   624,633.56  2,943,016.34   sFT  0.99993259   -0 32 05.2
 BK2816;UTM  15      - 3,342,570.031   557,467.738   MT  0.99964074   +0 18 01.8
 BK2816
 BK2816                          SUPERSEDED SURVEY CONTROL
 BK2816
 BK2816  NAD 83(1986)-  30 12 47.84176(N)    092 24 10.36458(W) AD(       ) 4
 BK2816  NAD 27      -  30 12 47.10576(N)    092 24 09.88476(W) AD(       ) 3
 BK2816
 BK2816.Superseded values are not recommended for survey control.
 BK2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2816.See file dsdata.txt to determine how the superseded data were derived.
 BK2816
 BK2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5746842570(NAD 83)
 BK2816_MARKER: 42 = RADIO/TV MAST
 BK2816
 BK2816  HISTORY     - Date     Condition        Report By
 BK2816  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2816  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 BK2816  HISTORY     - 19971017 MARK NOT FOUND   USPSQD
 BK2816
 BK2816                          STATION DESCRIPTION
 BK2816
 BK2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2816'THE CROWLEY CABLE TELEVISION MAST IS OWNED AND OPERATED BY THE
 BK2816'CROWLEY CABLE TELEVISION COMPANY AND IS LOCATED ABOUT 1-1/2 MILES N
 BK2816'NORTHWEST OF THE CENTER OF TOWN.
 BK2816'
 BK2816'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSSECTION, PAINTED
 BK2816'ALTERNATELY RED AND WHITE, HAS A FLASHING RED LIGHT AT THE TOP AND
 BK2816'IS 410 FEET HIGH.  POINT INTERSECTED WAS THE FLASHING RED LIGHT.
 BK2816'
 BK2816'TO REACH FROM THE INTERSECTION OF NORTHERN AVE. AND WESTERN AVE. IN
 BK2816'CROWLEY GO WEST ON WESTERN AVE. FOR 1.0 MILE TO CROSSROAD.  TURN
 BK2816'RIGHT, NORTH, FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT FOR
 BK2816'0.05 MILE TO THE MAST.
 BK2816
 BK2816                          STATION RECOVERY (1991)
 BK2816
 BK2816'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2816'MARK NOT FOUND.
 BK2816
 BK2816                          STATION RECOVERY (1997)
 BK2816
 BK2816'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2789 ***********************************************************************
 BK2789  DESIGNATION -  CROWLEY LOUISIANA RICE CO TANK
 BK2789  PID         -  BK2789
 BK2789  STATE/COUNTY-  LA/ACADIA
 BK2789  USGS QUAD   -  CROWLEY EAST (1983)
 BK2789
 BK2789                         *CURRENT SURVEY CONTROL
 BK2789  ___________________________________________________________________
 BK2789* NAD 83(1992)-  30 12 24.60308(N)    092 22 26.73941(W)     ADJUSTED  
 BK2789* NAVD 88     -                                                        
 BK2789  **This station is located in a subsidence area (see below).
 BK2789  ___________________________________________________________________
 BK2789  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2789  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2789
 BK2789  HORZ ORDER  -  THIRD
 BK2789
 BK2789.The horizontal coordinates were established by classical geodetic methods
 BK2789.and adjusted by the National Geodetic Survey in January 1993..
 BK2789
 BK2789 ** The orthometric height has not been validated since last determined
 BK2789 ** by differential leveling and should not be used for control purposes.
 BK2789 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2789 ** area with valid NAVD 88 orthometric heights.
 BK2789 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2789 ** epoch indicated which incorporates improved geoid heights for the
 BK2789 ** Southern Louisiana Subsidence area.
 BK2789 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2789
 BK2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2789
 BK2789.The geoid height was determined by GEOID03.
 BK2789
 BK2789;                    North         East     Units Scale Factor Converg.
 BK2789;SPC LA S     -   189,648.245   899,797.916   MT  0.99993218   -0 31 13.4
 BK2789;SPC LA S     -   622,204.28  2,952,087.00   sFT  0.99993218   -0 31 13.4
 BK2789;UTM  15      - 3,341,870.172   560,242.177   MT  0.99964477   +0 18 53.7
 BK2789
 BK2789                          SUPERSEDED SURVEY CONTROL
 BK2789
 BK2789  NAD 83(1986)-  30 12 24.62251(N)    092 22 26.73349(W) AD(       ) 4
 BK2789  NAD 27      -  30 12 23.88413(N)    092 22 26.25939(W) AD(       ) 3
 BK2789
 BK2789.Superseded values are not recommended for survey control.
 BK2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2789.See file dsdata.txt to determine how the superseded data were derived.
 BK2789
 BK2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6024241870(NAD 83)
 BK2789_MARKER: 53 = ELEVATED TANK
 BK2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2789+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BK2789
 BK2789  HISTORY     - Date     Condition        Report By
 BK2789  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2789  HISTORY     - 1969     GOOD             CGS
 BK2789  HISTORY     - 19910905 GOOD             USPSQD
 BK2789  HISTORY     - 19971017 GOOD             USPSQD
 BK2789  HISTORY     - 20031220 GOOD             USPSQD
 BK2789
 BK2789                          STATION DESCRIPTION
 BK2789
 BK2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2789'THE TANK IS OWNED BY THE VENT AT THE APEX OF THE TANK.  THE TANK IS
 BK2789'OWNED BY THE SUPREME RICE MILL AND IS A FOUR-LEGGED STEEL STRUCTURE,
 BK2789'PAINTED SILVER IN COLOR WITH AN OVERALL HEIGHT OF 125 FEET.  IT IS
 BK2789'LOCATED IN THE SOUTH-CENTRAL PART OF TOWN ON MILL STREET BETWEEN
 BK2789'AVE. C AND AVE. D, BETWEEN TWO LARGE ELEVATORS.
 BK2789
 BK2789                          STATION RECOVERY (1991)
 BK2789
 BK2789'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2789'RECOVERED IN GOOD CONDITION.
 BK2789
 BK2789                          STATION RECOVERY (1997)
 BK2789
 BK2789'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2789'RECOVERED IN GOOD CONDITION.
 BK2789
 BK2789                          STATION RECOVERY (2003)
 BK2789
 BK2789'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BK2789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2815 ***********************************************************************
 BK2815  DESIGNATION -  CROWLEY MUN TANK
 BK2815  PID         -  BK2815
 BK2815  STATE/COUNTY-  LA/ACADIA
 BK2815  USGS QUAD   -  CROWLEY WEST (1987)
 BK2815
 BK2815                         *CURRENT SURVEY CONTROL
 BK2815  ___________________________________________________________________
 BK2815* NAD 83(1992)-  30 12 50.10932(N)    092 23 06.18111(W)     ADJUSTED  
 BK2815* NAVD 88     -                                                        
 BK2815  **This station is located in a subsidence area (see below).
 BK2815  ___________________________________________________________________
 BK2815  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2815  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2815
 BK2815  HORZ ORDER  -  THIRD
 BK2815
 BK2815.The horizontal coordinates were established by classical geodetic methods
 BK2815.and adjusted by the National Geodetic Survey in January 1993..
 BK2815
 BK2815 ** The orthometric height has not been validated since last determined
 BK2815 ** by differential leveling and should not be used for control purposes.
 BK2815 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2815 ** area with valid NAVD 88 orthometric heights.
 BK2815 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2815 ** epoch indicated which incorporates improved geoid heights for the
 BK2815 ** Southern Louisiana Subsidence area.
 BK2815 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2815
 BK2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2815
 BK2815.The geoid height was determined by GEOID03.
 BK2815
 BK2815;                    North         East     Units Scale Factor Converg.
 BK2815;SPC LA S     -   190,443.212   898,750.333   MT  0.99993263   -0 31 33.1
 BK2815;SPC LA S     -   624,812.44  2,948,650.05   sFT  0.99993263   -0 31 33.1
 BK2815;UTM  15      - 3,342,649.557   559,183.420   MT  0.99964321   +0 18 34.1
 BK2815
 BK2815                          SUPERSEDED SURVEY CONTROL
 BK2815
 BK2815  NAD 83(1986)-  30 12 50.12872(N)    092 23 06.17503(W) AD(       ) 4
 BK2815  NAD 27      -  30 12 49.39241(N)    092 23 05.69798(W) AD(       ) 3
 BK2815
 BK2815.Superseded values are not recommended for survey control.
 BK2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2815.See file dsdata.txt to determine how the superseded data were derived.
 BK2815
 BK2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5918342650(NAD 83)
 BK2815_MARKER: 53 = ELEVATED TANK
 BK2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2815+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BK2815
 BK2815  HISTORY     - Date     Condition        Report By
 BK2815  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2815  HISTORY     - 19910905 GOOD             USPSQD
 BK2815  HISTORY     - 19971017 GOOD             USPSQD
 BK2815  HISTORY     - 20031220 GOOD             USPSQD
 BK2815
 BK2815                          STATION DESCRIPTION
 BK2815
 BK2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2815'THE STATION IS THE VENT AT THE APEX OF THE TANK.  THE TANK IS AN
 BK2815'EIGHT-LEGGED STEEL STRUCTURE, PAINTED GREEN WITH AN OVERALL HEIGHT
 BK2815'OF 165 FEET.
 BK2815'
 BK2815'IT IS LOCATED IN THE NORTH EDGE OF TOWN IN THE SOUTHWEST ANGLE OF THE
 BK2815'INTERSECTION OF JACOBS AVE. AND 9TH STREET.
 BK2815
 BK2815                          STATION RECOVERY (1991)
 BK2815
 BK2815'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2815'RECOVERED IN GOOD CONDITION.
 BK2815
 BK2815                          STATION RECOVERY (1997)
 BK2815
 BK2815'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2815'RECOVERED IN GOOD CONDITION.
 BK2815
 BK2815                          STATION RECOVERY (2003)
 BK2815
 BK2815'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BK2815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2781 ***********************************************************************
 BK2781  DESIGNATION -  CROWLEY MUNICIPAL STANDPIPE
 BK2781  PID         -  BK2781
 BK2781  STATE/COUNTY-  LA/ACADIA
 BK2781  USGS QUAD   -  CROWLEY EAST (1983)
 BK2781
 BK2781                         *CURRENT SURVEY CONTROL
 BK2781  ___________________________________________________________________
 BK2781* NAD 83(1992)-  30 12 51.40853(N)    092 22 28.69264(W)     ADJUSTED  
 BK2781* NAVD 88     -                                                        
 BK2781  **This station is located in a subsidence area (see below).
 BK2781  ___________________________________________________________________
 BK2781  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2781  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2781
 BK2781  HORZ ORDER  -  THIRD
 BK2781
 BK2781.The horizontal coordinates were established by classical geodetic methods
 BK2781.and adjusted by the National Geodetic Survey in January 1993..
 BK2781
 BK2781 ** The orthometric height has not been validated since last determined
 BK2781 ** by differential leveling and should not be used for control purposes.
 BK2781 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2781 ** area with valid NAVD 88 orthometric heights.
 BK2781 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2781 ** epoch indicated which incorporates improved geoid heights for the
 BK2781 ** Southern Louisiana Subsidence area.
 BK2781 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2781
 BK2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2781
 BK2781.The geoid height was determined by GEOID03.
 BK2781
 BK2781;                    North         East     Units Scale Factor Converg.
 BK2781;SPC LA S     -   190,474.059   899,753.181   MT  0.99993265   -0 31 14.4
 BK2781;SPC LA S     -   624,913.64  2,951,940.23   sFT  0.99993265   -0 31 14.4
 BK2781;UTM  15      - 3,342,695.009   560,185.423   MT  0.99964469   +0 18 53.0
 BK2781
 BK2781                          SUPERSEDED SURVEY CONTROL
 BK2781
 BK2781  NAD 83(1986)-  30 12 51.42786(N)    092 22 28.68676(W) AD(       ) 4
 BK2781  NAD 27      -  30 12 50.69045(N)    092 22 28.21246(W) AD(       ) 3
 BK2781
 BK2781.Superseded values are not recommended for survey control.
 BK2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2781.See file dsdata.txt to determine how the superseded data were derived.
 BK2781
 BK2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6018542695(NAD 83)
 BK2781_MARKER: 52 = STANDPIPE TANK
 BK2781
 BK2781  HISTORY     - Date     Condition        Report By
 BK2781  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2781  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 BK2781
 BK2781                          STATION DESCRIPTION
 BK2781
 BK2781'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2812 ***********************************************************************
 BK2812  DESIGNATION -  CROWLEY MUTUAL RICE CO TANK
 BK2812  PID         -  BK2812
 BK2812  STATE/COUNTY-  LA/ACADIA
 BK2812  USGS QUAD   -  CROWLEY WEST (1987)
 BK2812
 BK2812                         *CURRENT SURVEY CONTROL
 BK2812  ___________________________________________________________________
 BK2812* NAD 83(1992)-  30 12 18.38366(N)    092 22 42.29402(W)     ADJUSTED  
 BK2812* NAVD 88     -                                                        
 BK2812  **This station is located in a subsidence area (see below).
 BK2812  ___________________________________________________________________
 BK2812  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2812  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2812
 BK2812  HORZ ORDER  -  THIRD
 BK2812
 BK2812.The horizontal coordinates were established by classical geodetic methods
 BK2812.and adjusted by the National Geodetic Survey in January 1993..
 BK2812
 BK2812 ** The orthometric height has not been validated since last determined
 BK2812 ** by differential leveling and should not be used for control purposes.
 BK2812 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2812 ** area with valid NAVD 88 orthometric heights.
 BK2812 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2812 ** epoch indicated which incorporates improved geoid heights for the
 BK2812 ** Southern Louisiana Subsidence area.
 BK2812 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2812
 BK2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2812
 BK2812.The geoid height was determined by GEOID03.
 BK2812
 BK2812;                    North         East     Units Scale Factor Converg.
 BK2812;SPC LA S     -   189,460.536   899,380.192   MT  0.99993207   -0 31 21.2
 BK2812;SPC LA S     -   621,588.44  2,950,716.51   sFT  0.99993207   -0 31 21.2
 BK2812;UTM  15      - 3,341,676.449   559,827.352   MT  0.99964416   +0 18 45.8
 BK2812
 BK2812                          SUPERSEDED SURVEY CONTROL
 BK2812
 BK2812  NAD 83(1986)-  30 12 18.40318(N)    092 22 42.28812(W) AD(       ) 4
 BK2812  NAD 27      -  30 12 17.66323(N)    092 22 41.81197(W) AD(       ) 3
 BK2812
 BK2812.Superseded values are not recommended for survey control.
 BK2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2812.See file dsdata.txt to determine how the superseded data were derived.
 BK2812
 BK2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5982741676(NAD 83)
 BK2812_MARKER: 51 = TANK
 BK2812
 BK2812  HISTORY     - Date     Condition        Report By
 BK2812  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2812
 BK2812                          STATION DESCRIPTION
 BK2812
 BK2812'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2798 ***********************************************************************
 BK2798  DESIGNATION -  CROWLEY RAD STA KSIG MAST
 BK2798  PID         -  BK2798
 BK2798  STATE/COUNTY-  LA/ACADIA
 BK2798  USGS QUAD   -  CROWLEY EAST (1983)
 BK2798
 BK2798                         *CURRENT SURVEY CONTROL
 BK2798  ___________________________________________________________________
 BK2798* NAD 83(1992)-  30 13 47.99259(N)    092 21 43.03687(W)     ADJUSTED  
 BK2798* NAVD 88     -                                                        
 BK2798  **This station is located in a subsidence area (see below).
 BK2798  ___________________________________________________________________
 BK2798  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2798  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2798
 BK2798  HORZ ORDER  -  THIRD
 BK2798
 BK2798.The horizontal coordinates were established by classical geodetic methods
 BK2798.and adjusted by the National Geodetic Survey in January 1993..
 BK2798
 BK2798 ** The orthometric height has not been validated since last determined
 BK2798 ** by differential leveling and should not be used for control purposes.
 BK2798 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2798 ** area with valid NAVD 88 orthometric heights.
 BK2798 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2798 ** epoch indicated which incorporates improved geoid heights for the
 BK2798 ** Southern Louisiana Subsidence area.
 BK2798 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2798
 BK2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2798
 BK2798.The geoid height was determined by GEOID03.
 BK2798
 BK2798;                    North         East     Units Scale Factor Converg.
 BK2798;SPC LA S     -   192,205.260   900,989.706   MT  0.99993371   -0 30 51.6
 BK2798;SPC LA S     -   630,593.42  2,955,997.06   sFT  0.99993371   -0 30 51.6
 BK2798;UTM  15      - 3,344,443.553   561,396.225   MT  0.99964650   +0 19 16.5
 BK2798
 BK2798                          SUPERSEDED SURVEY CONTROL
 BK2798
 BK2798  NAD 83(1986)-  30 13 48.01176(N)    092 21 43.03099(W) AD(       ) 4
 BK2798  NAD 27      -  30 13 47.27677(N)    092 21 42.55757(W) AD(       ) 3
 BK2798
 BK2798.Superseded values are not recommended for survey control.
 BK2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2798.See file dsdata.txt to determine how the superseded data were derived.
 BK2798
 BK2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6139644444(NAD 83)
 BK2798_MARKER: 42 = RADIO/TV MAST
 BK2798
 BK2798  HISTORY     - Date     Condition        Report By
 BK2798  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2798  HISTORY     - 19910905 GOOD             USPSQD
 BK2798  HISTORY     - 19971017 GOOD             USPSQD
 BK2798  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 BK2798
 BK2798                          STATION DESCRIPTION
 BK2798
 BK2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2798'THE STATION IS THE FLASHING RED LIGHT AT THE APEX OF THE MAST.
 BK2798'
 BK2798'THE MAST IS OWNED AND OPERATED BY RADIO STATION KSIG OF CROWLEY AND
 BK2798'IS LOCATED JUST NORTH OF THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK2798'HIGHWAY 1111 IN THE NORTHEAST EDGE OF CROWLEY.
 BK2798'
 BK2798'IT IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN CROSS SECTION,
 BK2798'PAINTED ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 169
 BK2798'FEET.
 BK2798
 BK2798                          STATION RECOVERY (1991)
 BK2798
 BK2798'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2798'RECOVERED IN GOOD CONDITION.
 BK2798
 BK2798                          STATION RECOVERY (1997)
 BK2798
 BK2798'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2798'RECOVERED IN GOOD CONDITION.
 BK2798
 BK2798                          STATION RECOVERY (2004)
 BK2798
 BK2798'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK2798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2803 ***********************************************************************
 BK2803  DESIGNATION -  CROWLEY ST MICHAELS CH DOME
 BK2803  PID         -  BK2803
 BK2803  STATE/COUNTY-  LA/ACADIA
 BK2803  USGS QUAD   -  CROWLEY EAST (1983)
 BK2803
 BK2803                         *CURRENT SURVEY CONTROL
 BK2803  ___________________________________________________________________
 BK2803* NAD 83(1992)-  30 12 47.39897(N)    092 22 28.60261(W)     ADJUSTED  
 BK2803* NAVD 88     -                                                        
 BK2803  **This station is located in a subsidence area (see below).
 BK2803  ___________________________________________________________________
 BK2803  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2803  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2803
 BK2803  HORZ ORDER  -  THIRD
 BK2803
 BK2803.The horizontal coordinates were established by classical geodetic methods
 BK2803.and adjusted by the National Geodetic Survey in January 1993..
 BK2803
 BK2803 ** The orthometric height has not been validated since last determined
 BK2803 ** by differential leveling and should not be used for control purposes.
 BK2803 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2803 ** area with valid NAVD 88 orthometric heights.
 BK2803 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2803 ** epoch indicated which incorporates improved geoid heights for the
 BK2803 ** Southern Louisiana Subsidence area.
 BK2803 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2803
 BK2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2803
 BK2803.The geoid height was determined by GEOID03.
 BK2803
 BK2803;                    North         East     Units Scale Factor Converg.
 BK2803;SPC LA S     -   190,350.583   899,754.467   MT  0.99993258   -0 31 14.3
 BK2803;SPC LA S     -   624,508.54  2,951,944.45   sFT  0.99993258   -0 31 14.3
 BK2803;UTM  15      - 3,342,571.600   560,188.508   MT  0.99964469   +0 18 53.0
 BK2803
 BK2803                          SUPERSEDED SURVEY CONTROL
 BK2803
 BK2803  NAD 83(1986)-  30 12 47.41862(N)    092 22 28.59684(W) AD(       ) 4
 BK2803  NAD 27      -  30 12 46.68086(N)    092 22 28.12108(W) AD(       ) 3
 BK2803
 BK2803.Superseded values are not recommended for survey control.
 BK2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2803.See file dsdata.txt to determine how the superseded data were derived.
 BK2803
 BK2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6018942572(NAD 83)
 BK2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2803+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 BK2803
 BK2803  HISTORY     - Date     Condition        Report By
 BK2803  HISTORY     - UNK      MONUMENTED
 BK2803  HISTORY     - 1969     GOOD             CGS
 BK2803  HISTORY     - 19910905 GOOD             USPSQD
 BK2803  HISTORY     - 19971017 GOOD             USPSQD
 BK2803  HISTORY     - 20041021 GOOD             USPSQD
 BK2803
 BK2803                          STATION DESCRIPTION
 BK2803
 BK2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2803'THE STATION IS THE CROSS AT THE TOP OF THE DOME.  THE DOME IS MOUNTED
 BK2803'ATOP A BRICK BUILDING AND BELL TOWER AND IS PAINTED SILVER.
 BK2803'
 BK2803'IT IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF AVE. F
 BK2803'AND 5TH STREET, AT THE SITE OF ST. MICHAELS CATHOLIC CHURCH.
 BK2803
 BK2803                          STATION RECOVERY (1991)
 BK2803
 BK2803'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2803'RECOVERED IN GOOD CONDITION.
 BK2803
 BK2803                          STATION RECOVERY (1997)
 BK2803
 BK2803'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2803'RECOVERED IN GOOD CONDITION.
 BK2803
 BK2803                          STATION RECOVERY (2004)
 BK2803
 BK2803'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK2803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2782 ***********************************************************************
 BK2782  DESIGNATION -  CROWLEY STANDARD RICE CO TANK
 BK2782  PID         -  BK2782
 BK2782  STATE/COUNTY-  LA/ACADIA
 BK2782  USGS QUAD   -  CROWLEY EAST (1983)
 BK2782
 BK2782                         *CURRENT SURVEY CONTROL
 BK2782  ___________________________________________________________________
 BK2782* NAD 83(1992)-  30 12 49.36425(N)    092 21 27.38549(W)     ADJUSTED  
 BK2782* NAVD 88     -                                                        
 BK2782  **This station is located in a subsidence area (see below).
 BK2782  ___________________________________________________________________
 BK2782  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2782  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2782
 BK2782  HORZ ORDER  -  THIRD
 BK2782
 BK2782.The horizontal coordinates were established by classical geodetic methods
 BK2782.and adjusted by the National Geodetic Survey in January 1993..
 BK2782
 BK2782 ** The orthometric height has not been validated since last determined
 BK2782 ** by differential leveling and should not be used for control purposes.
 BK2782 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2782 ** area with valid NAVD 88 orthometric heights.
 BK2782 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2782 ** epoch indicated which incorporates improved geoid heights for the
 BK2782 ** Southern Louisiana Subsidence area.
 BK2782 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2782
 BK2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2782
 BK2782.The geoid height was determined by GEOID03.
 BK2782
 BK2782;                    North         East     Units Scale Factor Converg.
 BK2782;SPC LA S     -   190,396.339   901,392.039   MT  0.99993262   -0 30 43.7
 BK2782;SPC LA S     -   624,658.66  2,957,317.05   sFT  0.99993262   -0 30 43.7
 BK2782;UTM  15      - 3,342,641.207   561,824.769   MT  0.99964716   +0 19 23.8
 BK2782
 BK2782                          SUPERSEDED SURVEY CONTROL
 BK2782
 BK2782  NAD 83(1986)-  30 12 49.38377(N)    092 21 27.37971(W) AD(       ) 4
 BK2782  NAD 27      -  30 12 48.64812(N)    092 21 26.90597(W) AD(       ) 3
 BK2782
 BK2782.Superseded values are not recommended for survey control.
 BK2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2782.See file dsdata.txt to determine how the superseded data were derived.
 BK2782
 BK2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6182542641(NAD 83)
 BK2782_MARKER: 51 = TANK
 BK2782
 BK2782  HISTORY     - Date     Condition        Report By
 BK2782  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2782  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 BK2782
 BK2782                          STATION DESCRIPTION
 BK2782
 BK2782'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2794 ***********************************************************************
 BK2794  DESIGNATION -  CROWLEY TEXAS GAS MW MAST
 BK2794  PID         -  BK2794
 BK2794  STATE/COUNTY-  LA/ACADIA
 BK2794  USGS QUAD   -  CROWLEY EAST (1983)
 BK2794
 BK2794                         *CURRENT SURVEY CONTROL
 BK2794  ___________________________________________________________________
 BK2794* NAD 83(1992)-  30 13 47.16846(N)    092 19 08.98089(W)     ADJUSTED  
 BK2794* NAVD 88     -                                                        
 BK2794  **This station is located in a subsidence area (see below).
 BK2794  ___________________________________________________________________
 BK2794  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2794  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2794
 BK2794  HORZ ORDER  -  THIRD
 BK2794
 BK2794.The horizontal coordinates were established by classical geodetic methods
 BK2794.and adjusted by the National Geodetic Survey in January 1993..
 BK2794
 BK2794 ** The orthometric height has not been validated since last determined
 BK2794 ** by differential leveling and should not be used for control purposes.
 BK2794 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2794 ** area with valid NAVD 88 orthometric heights.
 BK2794 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2794 ** epoch indicated which incorporates improved geoid heights for the
 BK2794 ** Southern Louisiana Subsidence area.
 BK2794 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2794
 BK2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2794
 BK2794.The geoid height was determined by GEOID03.
 BK2794
 BK2794;                    North         East     Units Scale Factor Converg.
 BK2794;SPC LA S     -   192,143.678   905,108.470   MT  0.99993369   -0 29 34.5
 BK2794;SPC LA S     -   630,391.38  2,969,510.04   sFT  0.99993369   -0 29 34.5
 BK2794;UTM  15      - 3,344,442.047   565,514.279   MT  0.99965295   +0 20 34.1
 BK2794
 BK2794                          SUPERSEDED SURVEY CONTROL
 BK2794
 BK2794  NAD 83(1986)-  30 13 47.18750(N)    092 19 08.97515(W) AD(       ) 4
 BK2794  NAD 27      -  30 13 46.45218(N)    092 19 08.50707(W) AD(       ) 3
 BK2794
 BK2794.Superseded values are not recommended for survey control.
 BK2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2794.See file dsdata.txt to determine how the superseded data were derived.
 BK2794
 BK2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6551444442(NAD 83)
 BK2794_MARKER: 44 = MICROWAVE MAST
 BK2794
 BK2794  HISTORY     - Date     Condition        Report By
 BK2794  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2794  HISTORY     - 19910905 GOOD             USPSQD
 BK2794  HISTORY     - 19971017 GOOD             USPSQD
 BK2794
 BK2794                          STATION DESCRIPTION
 BK2794
 BK2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2794'THE STATION IS THE TOP CENTER OF THE TEXAS GAS TRANSMISSION
 BK2794'CORPORATION MICROWAVE MAST.  IT IS A STRUCTURAL STEEL MAST,
 BK2794'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 BK2794'WHITE, A ROUND SCREEN AT THE TOP AND THE OVER-ALL HEIGHT IS ABOUT
 BK2794'240 FEET.
 BK2794'
 BK2794'IT IS LOCATED 1 MILE NORTH AND 3 MILES EAST OF CROWLEY, 3/4 MILE
 BK2794'SOUTH OF INTERSTATE HIGHWAY 10 AND ON THE SOUTH SIDE OF U. S.
 BK2794'HIGHWAY 90.
 BK2794
 BK2794                          STATION RECOVERY (1991)
 BK2794
 BK2794'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2794'RECOVERED IN GOOD CONDITION.
 BK2794
 BK2794                          STATION RECOVERY (1997)
 BK2794
 BK2794'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0720 ***********************************************************************
 AV0720  DESIGNATION -  CROWLEY TOWER USGS
 AV0720  PID         -  AV0720
 AV0720  STATE/COUNTY-  LA/VERMILION
 AV0720  USGS QUAD   -  LAKE LE BLEU (1979)
 AV0720
 AV0720                         *CURRENT SURVEY CONTROL
 AV0720  ___________________________________________________________________
 AV0720* NAD 83(1992)-  29 51 54.50880(N)    092 30 47.62579(W)     ADJUSTED  
 AV0720* NAVD 88     -                                                        
 AV0720  **This station is located in a subsidence area (see below).
 AV0720  ___________________________________________________________________
 AV0720  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AV0720  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AV0720
 AV0720  HORZ ORDER  -  THIRD
 AV0720
 AV0720.The horizontal coordinates were established by classical geodetic methods
 AV0720.and adjusted by the National Geodetic Survey in January 1993..
 AV0720
 AV0720 ** The orthometric height has not been validated since last determined
 AV0720 ** by differential leveling and should not be used for control purposes.
 AV0720 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0720 ** area with valid NAVD 88 orthometric heights.
 AV0720 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0720 ** epoch indicated which incorporates improved geoid heights for the
 AV0720 ** Southern Louisiana Subsidence area.
 AV0720 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0720
 AV0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0720
 AV0720.The geoid height was determined by GEOID03.
 AV0720
 AV0720;                    North         East     Units Scale Factor Converg.
 AV0720;SPC LA S     -   151,905.106   886,012.768   MT  0.99992853   -0 35 23.9
 AV0720;SPC LA S     -   498,375.34  2,906,860.22   sFT  0.99992853   -0 35 23.9
 AV0720;UTM  15      - 3,303,941.516   547,011.534   MT  0.99962727   +0 14 32.6
 AV0720
 AV0720                          SUPERSEDED SURVEY CONTROL
 AV0720
 AV0720  NAD 83(1986)-  29 51 54.52809(N)    092 30 47.61597(W) AD(       ) 4
 AV0720  NAD 27      -  29 51 53.78000(N)    092 30 47.13000(W) AD(       ) 3
 AV0720
 AV0720.Superseded values are not recommended for survey control.
 AV0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0720.See file dsdata.txt to determine how the superseded data were derived.
 AV0720
 AV0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4701203942(NAD 83)
 AV0720_MARKER: 55 = TOWER
 AV0720
 AV0720  HISTORY     - Date     Condition        Report By
 AV0720  HISTORY     - 1932     FIRST OBSERVED   CGS
 AV0720
 AV0720                          STATION DESCRIPTION
 AV0720
 AV0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JML)
 AV0720'A SMALL TOWER ABOUT 600 FEET N OF THE CROWLEY LOUISIANA
 AV0720'HUNTING CLUB BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3290 ***********************************************************************
 AU3290  DESIGNATION -  CROWN
 AU3290  PID         -  AU3290
 AU3290  STATE/COUNTY-  LA/JEFFERSON
 AU3290  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3290
 AU3290                         *CURRENT SURVEY CONTROL
 AU3290  ___________________________________________________________________
 AU3290* NAD 83(1992)-  29 47 36.51068(N)    090 05 55.72134(W)     ADJUSTED  
 AU3290* NAVD 88     -         2.3  **(meters)       8.   **(feet)  VERTCON   
 AU3290  **This station is located in a subsidence area (see below).
 AU3290  ___________________________________________________________________
 AU3290  X           -      -9,553.592 (meters)                     COMP
 AU3290  Y           -  -5,539,638.978 (meters)                     COMP
 AU3290  Z           -   3,150,515.198 (meters)                     COMP
 AU3290  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3290  ELLIP HEIGHT-         -23.48  (meters)          (09/30/02) GPS OBS
 AU3290  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AU3290
 AU3290  HORZ ORDER  -  FIRST
 AU3290  ELLP ORDER  -  FOURTH    CLASS II
 AU3290
 AU3290.The horizontal coordinates were established by GPS observations
 AU3290.and adjusted by the National Geodetic Survey in January 1993..
 AU3290
 AU3290 ** The orthometric height has not been validated since last determined
 AU3290 ** by differential leveling and should not be used for control purposes.
 AU3290 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3290 ** area with valid NAVD 88 orthometric heights.
 AU3290 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3290 ** epoch indicated which incorporates improved geoid heights for the
 AU3290 ** Southern Louisiana Subsidence area.
 AU3290 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3290
 AU3290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3290
 AU3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3290
 AU3290.The ellipsoidal height was determined by GPS observations
 AU3290.and is referenced to NAD 83.
 AU3290
 AU3290.The geoid height was determined by GEOID03.
 AU3290
 AU3290;                    North         East     Units Scale Factor Converg.
 AU3290;SPC LA S     -   144,017.557 1,119,349.892   MT  0.99993226   +0 37 02.2
 AU3290;SPC LA S     -   472,497.60  3,672,400.44   sFT  0.99993226   +0 37 02.2
 AU3290;UTM  15      - 3,299,430.999   780,451.590   MT  1.00057056   +1 26 32.9
 AU3290
 AU3290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3290!SPC LA S     -   1.00000369  x   0.99993226  =   0.99993595
 AU3290!UTM  15      -   1.00000369  x   1.00057056  =   1.00057425
 AU3290
 AU3290                          SUPERSEDED SURVEY CONTROL
 AU3290
 AU3290  NAD 83(1986)-  29 47 36.52733(N)    090 05 55.72351(W) AD(       ) 1
 AU3290  NAD 27      -  29 47 35.77701(N)    090 05 55.45966(W) AD(       ) 1
 AU3290  NGVD 29 (05/20/88)    2.4    (m)            8.     (f) GPS OBS        
 AU3290
 AU3290.Superseded values are not recommended for survey control.
 AU3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3290.See file dsdata.txt to determine how the superseded data were derived.
 AU3290
 AU3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8045299431(NAD 83)
 AU3290_MARKER: DS = TRIANGULATION STATION DISK
 AU3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3290_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3290+STABILITY: SURFACE MOTION
 AU3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3290+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3290
 AU3290  HISTORY     - Date     Condition        Report By
 AU3290  HISTORY     - 1987     MONUMENTED       LADTD
 AU3290
 AU3290                          STATION DESCRIPTION
 AU3290
 AU3290'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3290'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 AU3290'NORTH-NORTHWEST OF CROWN POINT,
 AU3290'3.5 KM (2.2 MI) NORTH OF THE HIGHWAY 47 BRIDGE OVER THE
 AU3290'INTRACOASTAL WATERWAY, AT A PIPELINE CANAL CROSSING OF HIGHWAY
 AU3290'3134, ON THE HIGHWAY RIGHT-OF-WAY.
 AU3290'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3290'
 AU3290'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 AU3290'3134 JUST NORTHWEST OF CROWN POINT), GO NORTH FOR
 AU3290'1.76 KM (1.1 MI) ON HIGHWAY 3134 TO THE CANAL LEVEE AND THE STATION
 AU3290'ON THE RIGHT NEAR THE RIGHT-OF-WAY FENCE.
 AU3290'
 AU3290'THE STATION IS A STANDARD NGS DISK
 AU3290'STAMPED---CROWN JPW 1987---,
 AU3290'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AU3290'FLUSH WITH THE GROUND
 AU3290'20 KM (65.5 MI) SOUTH FROM THE SOUTH END OF THE CANAL CULVERT,
 AU3290'18 METERS (59.1 FT) EAST FROM THE CENTER OF THE NORTHBOUND LANES,
 AU3290'6 METERS (19.7 FT) NORTH FROM THE CENTER OF THE LEVEE ROAD,
 AU3290'3.6 METERS (11.8 FT) NORTH FROM THE NORTH GATE POST OF A GATE
 AU3290'ACROSS THE LEVEE ROAD, AND
 AU3290'0.7 METERS (2.3 FT) WEST FROM A FIBERGLASS WITNESS POST.
 AU3290'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3290'STAMPED---CROWN JPW 1987---,
 AU3290'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3291 ***********************************************************************
 AU3291  DESIGNATION -  CROWN AZ MK
 AU3291  PID         -  AU3291
 AU3291  STATE/COUNTY-  LA/JEFFERSON
 AU3291  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3291
 AU3291                         *CURRENT SURVEY CONTROL
 AU3291  ___________________________________________________________________
 AU3291* NAD 83(1992)-  29 46 44.82716(N)    090 05 59.91863(W)     ADJUSTED  
 AU3291* NAVD 88     -         3.6  **(meters)      12.   **(feet)  VERTCON   
 AU3291  **This station is located in a subsidence area (see below).
 AU3291  ___________________________________________________________________
 AU3291  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3291  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU3291
 AU3291  HORZ ORDER  -  SECOND
 AU3291
 AU3291.The horizontal coordinates were established by classical geodetic methods
 AU3291.and adjusted by the National Geodetic Survey in January 1993..
 AU3291.No horizontal observational check was made to the station.
 AU3291
 AU3291 ** The orthometric height has not been validated since last determined
 AU3291 ** by differential leveling and should not be used for control purposes.
 AU3291 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3291 ** area with valid NAVD 88 orthometric heights.
 AU3291 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3291 ** epoch indicated which incorporates improved geoid heights for the
 AU3291 ** Southern Louisiana Subsidence area.
 AU3291 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3291
 AU3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3291
 AU3291.The geoid height was determined by GEOID03.
 AU3291
 AU3291;                    North         East     Units Scale Factor Converg.
 AU3291;SPC LA S     -   142,425.137 1,119,254.307   MT  0.99993319   +0 37 00.1
 AU3291;SPC LA S     -   467,273.14  3,672,086.84   sFT  0.99993319   +0 37 00.1
 AU3291;UTM  15      - 3,297,836.352   780,378.893   MT  1.00057006   +1 26 28.5
 AU3291
 AU3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3291!SPC LA S     -   1.00000344  x   0.99993319  =   0.99993663
 AU3291!UTM  15      -   1.00000344  x   1.00057006  =   1.00057350
 AU3291
 AU3291                          SUPERSEDED SURVEY CONTROL
 AU3291
 AU3291  NAD 83(1986)-  29 46 44.84381(N)    090 05 59.92072(W) AD(       ) 2
 AU3291  NAD 27      -  29 46 44.09182(N)    090 05 59.65676(W) AD(       ) 2
 AU3291  NGVD 29 (05/20/88)    3.7    (m)           12.     (f) VERT ANG       
 AU3291
 AU3291.Superseded values are not recommended for survey control.
 AU3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3291.See file dsdata.txt to determine how the superseded data were derived.
 AU3291
 AU3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8037997836(NAD 83)
 AU3291_MARKER: DZ = AZIMUTH MARK DISK
 AU3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3291_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3291+STABILITY: SURFACE MOTION
 AU3291
 AU3291  HISTORY     - Date     Condition        Report By
 AU3291  HISTORY     - 1987     MONUMENTED       LADTD
 AU3291
 AU3291                          STATION DESCRIPTION
 AU3291
 AU3291'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3291'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 AU3291'NORTH-NORTHWEST OF CROWN POINT,
 AU3291'3.5 KM (2.2 MI) NORTH OF THE BRIDGE OF THE INTRACOASTAL WATERWAY AT
 AU3291'A PIPELINE CROSSING OF STATE HIGHWAY 3134.
 AU3291'OWNERSHIP--LOUISIANS DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT
 AU3291'
 AU3291'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 AU3291'3134 (JUST NORTHWEST OF CROWN POINT) GO NORTH FOR
 AU3291'0.15 KM (0.1 MI) ON HIGHWAY 3134 TO THE STATION MARK ON THE NORTH
 AU3291'SIDE OF THE HIGHWAY MEDIAN.
 AU3291'
 AU3291'THE STATION IS A STANDARD NGS DISK
 AU3291'STAMPED---CROWN JPW 1987---,
 AU3291'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 AU3291'3 CM BELOW GROUND.  LOCATED
 AU3291'14 METERS (45.9 FT) WEST FROM THE CENTER OF THE NORTHBOUND LANES OF
 AU3291'THE HIGHWAY,
 AU3291'13 METERS (42.7 FT) EAST FROM THE CENTER OF THE SOUTHBOUND LANES OF
 AU3291'THE HIGHWAY,
 AU3291'12.3 METERS (40.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 AU3291'ABUTEMENT OF THE NORTHBOUND BRIDGE,
 AU3291'11.8 METERS (38.7 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 AU3291'ABUTEMENT OF THE SOUTHBOUND BRIDGE,
 AU3291'0.4 METERS (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3069 ***********************************************************************
 CQ3069  DESIGNATION -  CULLEN
 CQ3069  PID         -  CQ3069
 CQ3069  STATE/COUNTY-  LA/WEBSTER
 CQ3069  USGS QUAD   -  CULLEN (1981)
 CQ3069
 CQ3069                         *CURRENT SURVEY CONTROL
 CQ3069  ___________________________________________________________________
 CQ3069* NAD 83(1992)-  32 56 51.64435(N)    093 27 50.29152(W)     ADJUSTED  
 CQ3069* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 CQ3069  ___________________________________________________________________
 CQ3069  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CQ3069  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ3069
 CQ3069  HORZ ORDER  -  FIRST
 CQ3069
 CQ3069.The horizontal coordinates were established by classical geodetic methods
 CQ3069.and adjusted by the National Geodetic Survey in September 1999..
 CQ3069
 CQ3069.The orthometric height was scaled from a topographic map.
 CQ3069
 CQ3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3069
 CQ3069.The geoid height was determined by GEOID03.
 CQ3069
 CQ3069;                    North         East     Units Scale Factor Converg.
 CQ3069;SPC LA N     -   271,803.527   909,855.107   MT  1.00007616   -0 30 34.7
 CQ3069;SPC LA N     -   891,742.07  2,985,082.96   sFT  1.00007616   -0 30 34.7
 CQ3069;SPC AR S     -   432,148.043   263,098.038   MT  1.00009676   -0 49 09.7
 CQ3069;SPC AR S     - 1,417,805.70    863,180.81   sFT  1.00009676   -0 49 09.7
 CQ3069;UTM  15      - 3,645,582.157   456,632.110   MT  0.99962319   -0 15 08.4
 CQ3069
 CQ3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3069!SPC LA N     -   0.99999124  x   1.00007616  =   1.00006740
 CQ3069!SPC AR S     -   0.99999124  x   1.00009676  =   1.00008800
 CQ3069!UTM  15      -   0.99999124  x   0.99962319  =   0.99961444
 CQ3069
 CQ3069:                Primary Azimuth Mark                     Grid Az
 CQ3069:SPC LA N     -  CULLEN CONSOL CHEMICAL CO TANK           002 10 24.4
 CQ3069:SPC AR S     -  CULLEN CONSOL CHEMICAL CO TANK           002 28 59.4
 CQ3069:UTM  15      -  CULLEN CONSOL CHEMICAL CO TANK           001 54 58.1
 CQ3069
 CQ3069|---------------------------------------------------------------------|
 CQ3069| PID    Reference Object                     Distance      Geod. Az  |
 CQ3069|                                                           dddmmss.s |
 CQ3069| CQ3070 CULLEN CONSOL CHEMICAL CO TANK      APPROX. 3.0 KM 0013949.7 |
 CQ3069| CQ3073 CULLEN INTL PAPER CO STACK          APPROX. 2.8 KM 0115034.5 |
 CQ3069| CX5664 CULLEN AZ MK                                       0905945.0 |
 CQ3069| CX5665 CULLEN RM 1                           8.486 METERS 24522     |
 CQ3069| CX5666 CULLEN RM 2                          11.397 METERS 33035     |
 CQ3069| DL1487 SPRINGHILL MUNICIPAL TANK           APPROX. 6.4 KM 3573033.9 |
 CQ3069|---------------------------------------------------------------------|
 CQ3069
 CQ3069                          SUPERSEDED SURVEY CONTROL
 CQ3069
 CQ3069  NAD 83(1992)-  32 56 51.65229(N)    093 27 50.28402(W) AD(       ) 1
 CQ3069  NAD 83(1986)-  32 56 51.65561(N)    093 27 50.28123(W) AD(       ) 1
 CQ3069  NAD 27      -  32 56 51.16100(N)    093 27 49.65900(W) AD(       ) 1
 CQ3069
 CQ3069.Superseded values are not recommended for survey control.
 CQ3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3069.See file dsdata.txt to determine how the superseded data were derived.
 CQ3069
 CQ3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5663245582(NAD 83)
 CQ3069_MARKER: DS = TRIANGULATION STATION DISK
 CQ3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3069
 CQ3069  HISTORY     - Date     Condition        Report By
 CQ3069  HISTORY     - 1950     MONUMENTED       CGS
 CQ3069  HISTORY     - 20021012 GOOD             USPSQD
 CQ3069
 CQ3069                          STATION DESCRIPTION
 CQ3069
 CQ3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3069'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH AND 1/2 MILE
 CQ3069'WEST OF CULLEN, ON THE NORTH SIDE OF AN EAST-WEST GRADED ROAD
 CQ3069'AND ON LAND OWNED AND OCCUPIED BY MR. E.B. TAYLOR.  IT IS ABOUT
 CQ3069'225 FEET SOUTHWEST OF THE TAYLOR HOUSE, 35 FEET NORTH OF THE
 CQ3069'CENTER OF EAST-WEST ROAD, 20 FEET EAST OF FENCE LINE, 27 FEET
 CQ3069'NORTHEAST OF WITNESS POST AND 15 FEET SOUTH OF SOUTHWEST CORNER
 CQ3069'OF BARN.  IT IS STAMPED CULLEN 1950 AND SET FLUSH WITH THE
 CQ3069'GROUND SURFACE.
 CQ3069'
 CQ3069'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION, 18 FEET
 CQ3069'NORTH OF THE CENTER OF EAST-WEST ROAD AND 3 FEET NORTHWEST OF
 CQ3069'WITNESS POST.  IT IS STAMPED CULLEN NO 1 1950 AND PROJECTS
 CQ3069'3 INCHES.
 CQ3069'
 CQ3069'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 3 FEET
 CQ3069'SOUTH OF TOOL SHED AND 1 FOOT EAST OF FENCE LINE.  IT IS
 CQ3069'STAMPED CULLEN NO 2 1950 AND PROJECTS 2 INCHES.
 CQ3069'
 CQ3069'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 44.93 FEET.
 CQ3069'
 CQ3069'THE AZIMUTH MARK IS ABOUT 0.35 MILE EAST-SOUTHEAST OF THE
 CQ3069'STATION, 40 FEET EAST OF THE CENTER OF STATE ROUTE NO 90,
 CQ3069'1 FOOT WEST OF NORTH-SOUTH FENCE LINE AND 2 FEET SOUTH OF
 CQ3069'WITNESS POST.  IT IS STAMPED CULLEN 1950 AND PROJECTS 2 INCHES.
 CQ3069'
 CQ3069'TO REACH THE STATION FROM THE RAILROAD STATION IN CULLEN, GO
 CQ3069'SOUTH ON STATE ROUTE NO 90 FOR 1.4 MILES TO THE AZIMUTH MARK
 CQ3069'ON THE EAST SIDE AS DESCRIBED, CONTINUE SOUTH FOR 0.1 MILE TO
 CQ3069'CROSSROAD AT THE PORTERVILLE STORE AND SERVICE STATION ON RIGHT,
 CQ3069'TURN RIGHT AND GO WEST ON GRADED ROAD FOR 0.35 MILE TO TOP OF
 CQ3069'RIDGE AND FARM HOUSE ON THE RIGHT AND STATION JUST SOUTHWEST AS
 CQ3069'DESCRIBED.
 CQ3069'
 CQ3069'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CQ3069
 CQ3069                          STATION RECOVERY (2002)
 CQ3069
 CQ3069'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3069'RM1 IN POOR CONDITION. RM2 IN POOR CONDITION. AZM NOT FOUND. STATION
 CQ3069'MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3070 ***********************************************************************
 CQ3070  DESIGNATION -  CULLEN CONSOL CHEMICAL CO TANK
 CQ3070  PID         -  CQ3070
 CQ3070  STATE/COUNTY-  LA/WEBSTER
 CQ3070  USGS QUAD   -  CULLEN (1981)
 CQ3070
 CQ3070                         *CURRENT SURVEY CONTROL
 CQ3070  ___________________________________________________________________
 CQ3070* NAD 83(1992)-  32 58 27.99072(N)    093 27 46.97131(W)     ADJUSTED  
 CQ3070* NAVD 88     -                                                        
 CQ3070  ___________________________________________________________________
 CQ3070  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 CQ3070  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ3070
 CQ3070  HORZ ORDER  -  THIRD
 CQ3070
 CQ3070.The horizontal coordinates were established by classical geodetic methods
 CQ3070.and adjusted by the National Geodetic Survey in September 1999..
 CQ3070
 CQ3070
 CQ3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3070
 CQ3070.The geoid height was determined by GEOID03.
 CQ3070
 CQ3070;                    North         East     Units Scale Factor Converg.
 CQ3070;SPC LA N     -   274,770.986   909,967.729   MT  1.00008468   -0 30 33.0
 CQ3070;SPC LA N     -   901,477.81  2,985,452.46   sFT  1.00008468   -0 30 33.0
 CQ3070;SPC AR S     -   435,114.885   263,226.700   MT  1.00008810   -0 49 07.9
 CQ3070;SPC AR S     - 1,427,539.42    863,602.93   sFT  1.00008810   -0 49 07.9
 CQ3070;UTM  15      - 3,648,548.734   456,731.363   MT  0.99962308   -0 15 07.3
 CQ3070
 CQ3070                          SUPERSEDED SURVEY CONTROL
 CQ3070
 CQ3070  NAD 83(1992)-  32 58 27.99978(N)    093 27 46.96333(W) AD(       ) 4
 CQ3070  NAD 83(1986)-  32 58 28.00205(N)    093 27 46.96098(W) AD(       ) 4
 CQ3070  NAD 27      -  32 58 27.51300(N)    093 27 46.33900(W) AD(       ) 3
 CQ3070
 CQ3070.Superseded values are not recommended for survey control.
 CQ3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3070.See file dsdata.txt to determine how the superseded data were derived.
 CQ3070
 CQ3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5673148549(NAD 83)
 CQ3070_MARKER: 53 = ELEVATED TANK
 CQ3070
 CQ3070  HISTORY     - Date     Condition        Report By
 CQ3070  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3070  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ3070
 CQ3070                          STATION DESCRIPTION
 CQ3070
 CQ3070'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ3070'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF THE TOWN
 CQ3070'OF CULLEN AND IS 1/4 MILE WEST OF STATE ROUTE 90.
 CQ3070'
 CQ3070'IT IS A LARGE, OVAL SHAPED, ELEVATED TANK SUPPORTED BY A
 CQ3070'FOUR-LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL HEIGHT OF
 CQ3070'121 FEET.
 CQ3070'
 CQ3070'THE CENTER OF THE TANK WAS OBSERVED.
 CQ3070
 CQ3070                          STATION RECOVERY (2002)
 CQ3070
 CQ3070'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3073 ***********************************************************************
 CQ3073  DESIGNATION -  CULLEN INTL PAPER CO STACK
 CQ3073  PID         -  CQ3073
 CQ3073  STATE/COUNTY-  LA/WEBSTER
 CQ3073  USGS QUAD   -  CULLEN (1981)
 CQ3073
 CQ3073                         *CURRENT SURVEY CONTROL
 CQ3073  ___________________________________________________________________
 CQ3073* NAD 83(1992)-  32 58 21.45979(N)    093 27 27.94784(W)     ADJUSTED  
 CQ3073* NAVD 88     -                                                        
 CQ3073  ___________________________________________________________________
 CQ3073  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CQ3073  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ3073
 CQ3073  HORZ ORDER  -  THIRD
 CQ3073
 CQ3073.The horizontal coordinates were established by classical geodetic methods
 CQ3073.and adjusted by the National Geodetic Survey in September 1999..
 CQ3073
 CQ3073
 CQ3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3073
 CQ3073.The geoid height was determined by GEOID03.
 CQ3073
 CQ3073;                    North         East     Units Scale Factor Converg.
 CQ3073;SPC LA N     -   274,565.403   910,459.951   MT  1.00008409   -0 30 22.9
 CQ3073;SPC LA N     -   900,803.33  2,987,067.36   sFT  1.00008409   -0 30 22.9
 CQ3073;SPC AR S     -   434,906.644   263,717.805   MT  1.00008868   -0 48 57.2
 CQ3073;SPC AR S     - 1,426,856.21    865,214.17   sFT  1.00008868   -0 48 57.2
 CQ3073;UTM  15      - 3,648,345.456   457,224.274   MT  0.99962256   -0 14 56.9
 CQ3073
 CQ3073                          SUPERSEDED SURVEY CONTROL
 CQ3073
 CQ3073  NAD 83(1992)-  32 58 21.46865(N)    093 27 27.93971(W) AD(       ) 4
 CQ3073  NAD 83(1986)-  32 58 21.47117(N)    093 27 27.93751(W) AD(       ) 4
 CQ3073  NAD 27      -  32 58 20.97700(N)    093 27 27.31400(W) AD(       ) 3
 CQ3073
 CQ3073.Superseded values are not recommended for survey control.
 CQ3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3073.See file dsdata.txt to determine how the superseded data were derived.
 CQ3073
 CQ3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5722448345(NAD 83)
 CQ3073_MARKER: 63 = STACK
 CQ3073
 CQ3073  HISTORY     - Date     Condition        Report By
 CQ3073  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3073  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ3073
 CQ3073                          STATION DESCRIPTION
 CQ3073
 CQ3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3073'IT IS LOCATED ON THE NORTHWEST SIDE IN THE TOWN OF CULLEN,
 CQ3073'JUST WEST OF ROUTE 90.
 CQ3073'
 CQ3073'IT IS A LARGE BRICK STACK AND IS THE LARGER AND MOST EASTERLY
 CQ3073'OF TWO.  IT IS ABOUT 150 FEET IN HEIGHT.
 CQ3073'
 CQ3073'THE CENTER AND TOP OF THE STACK WAS OBSERVED.
 CQ3073
 CQ3073                          STATION RECOVERY (2002)
 CQ3073
 CQ3073'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1813 ***********************************************************************
 CQ1813  DESIGNATION -  CUPPLES BOLT
 CQ1813  PID         -  CQ1813
 CQ1813  STATE/COUNTY-  LA/CADDO
 CQ1813  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1813
 CQ1813                         *CURRENT SURVEY CONTROL
 CQ1813  ___________________________________________________________________
 CQ1813* NAD 83(1986)-  32 21 53.     (N)    093 38 48.     (W)     SCALED    
 CQ1813* NAVD 88     -        46.29   (+/-2cm)     151.9    (feet)  VERTCON   
 CQ1813  ___________________________________________________________________
 CQ1813  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ1813
 CQ1813  VERT ORDER  -  ? (See Below)
 CQ1813
 CQ1813.The horizontal coordinates were scaled from a topographic map and have
 CQ1813.an estimated accuracy of +/- 6 seconds.
 CQ1813
 CQ1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1813.The vertical order pertains to the NGVD 29 superseded value.
 CQ1813
 CQ1813.The geoid height was determined by GEOID03.
 CQ1813
 CQ1813;                    North         East    Units  Estimated Accuracy
 CQ1813;SPC LA N     -   207,320.      892,090.      MT  (+/- 180 meters Scaled)
 CQ1813
 CQ1813                          SUPERSEDED SURVEY CONTROL
 CQ1813
 CQ1813  NGVD 29 (??/??/??)   46.355  (m)          152.08   (f) ADJUSTED    ?  
 CQ1813
 CQ1813.Superseded values are not recommended for survey control.
 CQ1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1813.See file dsdata.txt to determine how the superseded data were derived.
 CQ1813
 CQ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR391810(NAD 83)
 CQ1813_MARKER: B = BOLT
 CQ1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1813_SP_SET: STONE
 CQ1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1813+STABILITY: SURFACE MOTION
 CQ1813
 CQ1813  HISTORY     - Date     Condition        Report By
 CQ1813  HISTORY     - UNK      MONUMENTED       DOD
 CQ1813  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1813
 CQ1813                          STATION DESCRIPTION
 CQ1813
 CQ1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1813'7.75 MI SE FROM SHREVEPORT.
 CQ1813'AT ROBSON, CADDO PARISH, ON STATE HIGHWAY 20, 175 FEET SOUTH OF THE
 CQ1813'CROSSING OF THE TEXAS AND PACIFIC RAILWAY, ON THE NORTH SIDE OF A
 CQ1813'FIELD AND PECAN ORCHARD, 84.5 FEET WEST OF THE CENTERLINE OF THE
 CQ1813'HIGHWAY, 28 FEET SOUTH OF THE J.E. CUPPLES AND SONS STORE, 47.8 FEET
 CQ1813'WEST OF THE NORTHEAST FENCE CORNER, AND 1.7 FEET SOUTH OF THE WIRE
 CQ1813'FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 CQ1813'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ1813'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- AN ATTEMPT WAS MADE TO DIG
 CQ1813'UP THE PIPE UNDER WHICH THE COPPER BOLT WAS SET BUT SOME WATER PIPES
 CQ1813'PREVENTED THE REMOVAL OF THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1814 ***********************************************************************
 CQ1814  DESIGNATION -  CUPPLES CAP
 CQ1814  PID         -  CQ1814
 CQ1814  STATE/COUNTY-  LA/CADDO
 CQ1814  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1814
 CQ1814                         *CURRENT SURVEY CONTROL
 CQ1814  ___________________________________________________________________
 CQ1814* NAD 83(1986)-  32 21 53.     (N)    093 38 48.     (W)     SCALED    
 CQ1814* NAVD 88     -        47.503  (meters)     155.85   (feet)  ADJUSTED  
 CQ1814  ___________________________________________________________________
 CQ1814  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ1814  DYNAMIC HT  -          47.449 (meters)     155.67  (feet)  COMP
 CQ1814  MODELED GRAV-     979,505.0   (mgal)                       NAVD 88
 CQ1814
 CQ1814  VERT ORDER  -  FIRST     CLASS I
 CQ1814
 CQ1814.The horizontal coordinates were scaled from a topographic map and have
 CQ1814.an estimated accuracy of +/- 6 seconds.
 CQ1814
 CQ1814.The orthometric height was determined by differential leveling
 CQ1814.and adjusted by the National Geodetic Survey in February 1994..
 CQ1814
 CQ1814.The geoid height was determined by GEOID03.
 CQ1814
 CQ1814.The dynamic height is computed by dividing the NAVD 88
 CQ1814.geopotential number by the normal gravity value computed on the
 CQ1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1814.degrees latitude (g = 980.6199 gals.).
 CQ1814
 CQ1814.The modeled gravity was interpolated from observed gravity values.
 CQ1814
 CQ1814;                    North         East    Units  Estimated Accuracy
 CQ1814;SPC LA N     -   207,320.      892,090.      MT  (+/- 180 meters Scaled)
 CQ1814
 CQ1814                          SUPERSEDED SURVEY CONTROL
 CQ1814
 CQ1814  NAVD 88 (06/15/91)   47.507  (m)          155.86   (f) UNKNOWN     1 1
 CQ1814  NGVD 29 (??/??/??)   47.567  (m)          156.06   (f) ADJUSTED    1 1
 CQ1814
 CQ1814.Superseded values are not recommended for survey control.
 CQ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1814.See file dsdata.txt to determine how the superseded data were derived.
 CQ1814
 CQ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR391810(NAD 83)
 CQ1814_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1814_SP_SET: PIPE
 CQ1814_STAMPING: P.R.P. P.B.M. CUPPLES
 CQ1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1814
 CQ1814  HISTORY     - Date     Condition        Report By
 CQ1814  HISTORY     - 1969     MONUMENTED       DOD
 CQ1814  HISTORY     - 1969     GOOD             CGS
 CQ1814  HISTORY     - 1977     GOOD             NGS
 CQ1814  HISTORY     - 19941023 MARK NOT FOUND   USPSQD
 CQ1814
 CQ1814                          STATION DESCRIPTION
 CQ1814
 CQ1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1814'7.75 MI SE FROM SHREVEPORT.
 CQ1814'ABOUT 7.75 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1814'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, 82 YARDS
 CQ1814'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 71 YARDS SOUTH OF THE
 CQ1814'CENTER OF THE CROSSING OF THE TEXAS AND PACIFIC RAILROAD AND A PAVED
 CQ1814'ROAD, 157 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 48 FEET SOUTHWEST OF A
 CQ1814'POWER POLE, 42 1/2 FEET WEST OF THE MOST NORTHERLY TREE IN A GROVE OF
 CQ1814'PECAN TREES, 28 FEET SOUTH OF THE EAST CORNER OF A FRAME BUILDING, 15
 CQ1814'1/2 FEET NORTHEAST OF A FENCE, ABOUT 5 FEET BELOW THE LEVEL OF THE
 CQ1814'TRACK, A U.S. ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH
 CQ1814'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1814
 CQ1814                          STATION RECOVERY (1977)
 CQ1814
 CQ1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1814'RECOVERED IN GOOD CONDITION.
 CQ1814
 CQ1814                          STATION RECOVERY (1994)
 CQ1814
 CQ1814'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1921 ***********************************************************************
 BJ1921  DESIGNATION -  CURLEY BOLT
 BJ1921  PID         -  BJ1921
 BJ1921  STATE/COUNTY-  LA/IBERVILLE
 BJ1921  USGS QUAD   -  WHITE CASTLE (1992)
 BJ1921
 BJ1921                         *CURRENT SURVEY CONTROL
 BJ1921  ___________________________________________________________________
 BJ1921* NAD 83(1986)-  30 11 46.     (N)    091 08 52.     (W)     SCALED    
 BJ1921* NAVD 88     -         6.11   (+/-2cm)      20.0    (feet)  VERTCON   
 BJ1921  ___________________________________________________________________
 BJ1921  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ1921
 BJ1921  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1921
 BJ1921.The horizontal coordinates were scaled from a topographic map and have
 BJ1921.an estimated accuracy of +/- 6 seconds.
 BJ1921
 BJ1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1921.The vertical order pertains to the NGVD 29 superseded value.
 BJ1921
 BJ1921.The geoid height was determined by GEOID03.
 BJ1921
 BJ1921;                    North         East    Units  Estimated Accuracy
 BJ1921;SPC LA S     -   188,020.    1,017,870.      MT  (+/- 180 meters Scaled)
 BJ1921
 BJ1921                          SUPERSEDED SURVEY CONTROL
 BJ1921
 BJ1921  NGVD 29 (??/??/??)    6.157  (m)           20.20   (f) ADJUSTED    1 2
 BJ1921
 BJ1921.Superseded values are not recommended for survey control.
 BJ1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1921.See file dsdata.txt to determine how the superseded data were derived.
 BJ1921
 BJ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP783419(NAD 83)
 BJ1921_MARKER: B = BOLT
 BJ1921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1921_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1921_STAMPING: PBM CURLEY
 BJ1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1921
 BJ1921  HISTORY     - Date     Condition        Report By
 BJ1921  HISTORY     - UNK      MONUMENTED       DOD
 BJ1921  HISTORY     - 1964     GOOD             CGS
 BJ1921
 BJ1921                          STATION DESCRIPTION
 BJ1921
 BJ1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1921'4.8 MI SW FROM CARVILLE.
 BJ1921'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION OF
 BJ1921'STATE HIGHWAY 30 AT CARVILLE, THENCE ABOUT 0.3 MILE EAST ALONG A FENCE
 BJ1921'LINE PASSING A LARGE GREEN BARN ON WAY AND STOCK PENS, IN A PASTURE,
 BJ1921'17 FEET NORTH OF EAST-WEST FENCE, 22 FEET NORTHEAST OF A 24-INCH INCH
 BJ1921'BEECH TREE, 97 FEET SOUTHWEST OF A 36-INCH PECAN TREE, A COPPER BOLT
 BJ1921'LEADED IN THE TOP OF A CONCRETE SLAB ABOUT 4 FEET UNDERGROUND ACCESS
 BJ1921'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CAP STAMPED PBM CURLEY
 BJ1921'AND PROJECTING 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1044 ***********************************************************************
 BJ1044  DESIGNATION -  CURLEY CAP
 BJ1044  PID         -  BJ1044
 BJ1044  STATE/COUNTY-  LA/IBERVILLE
 BJ1044  USGS QUAD   -  WHITE CASTLE (1992)
 BJ1044
 BJ1044                         *CURRENT SURVEY CONTROL
 BJ1044  ___________________________________________________________________
 BJ1044* NAD 83(1986)-  30 11 47.     (N)    091 08 55.     (W)     SCALED    
 BJ1044* NAVD 88     -         7.35   (+/-2cm)      24.1    (feet)  VERTCON   
 BJ1044  ___________________________________________________________________
 BJ1044  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1044
 BJ1044  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1044
 BJ1044.The horizontal coordinates were scaled from a topographic map and have
 BJ1044.an estimated accuracy of +/- 6 seconds.
 BJ1044
 BJ1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1044.The vertical order pertains to the NGVD 29 superseded value.
 BJ1044
 BJ1044.The geoid height was determined by GEOID03.
 BJ1044
 BJ1044;                    North         East    Units  Estimated Accuracy
 BJ1044;SPC LA S     -   188,050.    1,017,790.      MT  (+/- 180 meters Scaled)
 BJ1044
 BJ1044                          SUPERSEDED SURVEY CONTROL
 BJ1044
 BJ1044  NGVD 29 (??/??/??)    7.404  (m)           24.29   (f) ADJUSTED    1 1
 BJ1044
 BJ1044.Superseded values are not recommended for survey control.
 BJ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1044.See file dsdata.txt to determine how the superseded data were derived.
 BJ1044
 BJ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP782419(NAD 83)
 BJ1044_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1044_SETTING: 66 = SET IN ROCK OUTCROP
 BJ1044_SP_SET: SET IN ROCK OUTCROP
 BJ1044_STAMPING: PBM CURLEY
 BJ1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ1044+STABILITY: POSITION/ELEVATION WELL
 BJ1044
 BJ1044  HISTORY     - Date     Condition        Report By
 BJ1044  HISTORY     - UNK      MONUMENTED       DOD
 BJ1044  HISTORY     - 1964     GOOD             CGS
 BJ1044  HISTORY     - 1976     GOOD             NGS
 BJ1044
 BJ1044                          STATION DESCRIPTION
 BJ1044
 BJ1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1044'4.8 MI SW FROM CARVILLE.
 BJ1044'ABOUT 4.6 MILES SOUTHWEST ALONG STATE ALONG STATE HIGHWAY 141 FROM THE
 BJ1044'JUNCTION OF STATE HIGHWAY 30 AT CARVILLE, THENCE ABOUT 0.3 MILE EAST
 BJ1044'ALONG A FENCE LINE PASSING A LARGE GREEN BARN ON WAY AND STOCK PENS,
 BJ1044'IN A PASTURE, 17 FEET NORTH OF EAST-WEST FENCE, 22 FEET NORTHEAST OF A
 BJ1044'24-INCH BEECH TREE, 97 FEET SOUTHWEST OF A 36-INCH PECAN TREE, AN IRON
 BJ1044'PIPE BEARING A CAP STAMPED PBM CURLEY AND PROJECTING 2 1/2 FEET ABOVE
 BJ1044'THE LEVEL OF THE GROUND.
 BJ1044
 BJ1044                          STATION RECOVERY (1976)
 BJ1044
 BJ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1044'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION OF
 BJ1044'STATE HIGHWAY 75 AT CARVILLE, THENCE ABOUT 0.3 MILE EAST ALONG A
 BJ1044'FENCE LINE PASSING A LARGE GREEN BARN ON WAY AND STOCK PENS, IN A
 BJ1044'PASTURE, 17 FEET NORTH OF AN EAST-WEST FENCE LINE, 22 FEET
 BJ1044'NORTHEAST OF A 30-INCH BEECH TREE, 97 FEET SOUTHWEST OF A 40-INCH
 BJ1044'PECAN TREE, A COPPER BOLT LEADED IN THE TOP OF A CONCRETE SLAB
 BJ1044'ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 BJ1044'PIPE BEARING A CAP STAMPED PBM CURLEY AND PROJECTS 2.5 FEET ABOVE
 BJ1044'THE LEVEL OF THE GROUND.
 BJ1044'NOTE-NOT LEVELED TO IN 1976-77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2423 ***********************************************************************
 BW2423  DESIGNATION -  CURRY
 BW2423  PID         -  BW2423
 BW2423  STATE/COUNTY-  LA/TENSAS
 BW2423  USGS QUAD   -  LAKE BRUIN (1994)
 BW2423
 BW2423                         *CURRENT SURVEY CONTROL
 BW2423  ___________________________________________________________________
 BW2423* NAD 83(1992)-  31 55 05.34673(N)    091 18 22.24677(W)     ADJUSTED  
 BW2423* NAVD 88     -        21.03   (+/-2cm)      69.0    (feet)  VERTCON   
 BW2423  ___________________________________________________________________
 BW2423  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BW2423  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW2423
 BW2423  HORZ ORDER  -  SECOND
 BW2423  VERT ORDER  -  THIRD ? (See Below)
 BW2423
 BW2423.The horizontal coordinates were established by classical geodetic methods
 BW2423.and adjusted by the National Geodetic Survey in May 1994..
 BW2423
 BW2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2423.The vertical order pertains to the NGVD 29 superseded value.
 BW2423
 BW2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2423
 BW2423.The geoid height was determined by GEOID03.
 BW2423
 BW2423;                    North         East     Units Scale Factor Converg.
 BW2423;SPC LA N     -   157,859.217 1,112,896.021   MT  0.99991474   +0 37 52.2
 BW2423;SPC LA N     -   517,909.78  3,651,226.36   sFT  0.99991474   +0 37 52.2
 BW2423;UTM  15      - 3,532,615.247   660,142.711   MT  0.99991629   +0 53 44.6
 BW2423
 BW2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2423!SPC LA N     -   1.00000081  x   0.99991474  =   0.99991555
 BW2423!UTM  15      -   1.00000081  x   0.99991629  =   0.99991710
 BW2423
 BW2423|---------------------------------------------------------------------|
 BW2423| PID    Reference Object                     Distance      Geod. Az  |
 BW2423|                                                           dddmmss.s |
 BW2423| CY4196 CURRY RM 1                           17.361 METERS 01057     |
 BW2423| CY3418 54V25                                              0185710.3 |
 BW2423| CY4197 CURRY RM 2                           16.495 METERS 09131     |
 BW2423| CY3419 54V26                                              2094814.2 |
 BW2423| BW2424 CURRY A LDH 1971                     16.850 METERS 21324     |
 BW2423|---------------------------------------------------------------------|
 BW2423
 BW2423                          SUPERSEDED SURVEY CONTROL
 BW2423
 BW2423  NAD 83(1992)-  31 55 05.35595(N)    091 18 22.24304(W) AD(       ) 2
 BW2423  NAD 83(1986)-  31 55 05.35891(N)    091 18 22.24306(W) AD(       ) 2
 BW2423  NAD 27      -  31 55 04.78591(N)    091 18 21.83201(W) AD(       ) 2
 BW2423  NGVD 29 (07/19/86)   21.04   (m)           69.0    (f) LEVELING    3  
 BW2423
 BW2423.Superseded values are not recommended for survey control.
 BW2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2423.See file dsdata.txt to determine how the superseded data were derived.
 BW2423
 BW2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6014332615(NAD 83)
 BW2423_MARKER: DD = SURVEY DISK
 BW2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2423
 BW2423  HISTORY     - Date     Condition        Report By
 BW2423  HISTORY     - 1971     MONUMENTED       LADTD
 BW2423
 BW2423                          STATION DESCRIPTION
 BW2423
 BW2423'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 BW2423'THE STATION IS LOCATED 4 MILES WEST OF ST. JOSEPH AND 9 MILES
 BW2423'NORTHEAST OF WATERPROOF, IN THE SOUTHWEST 1/4 OF SECTION 24,
 BW2423'T11N, R11E, AND ON THE PROPERTY OWNED BY LEO H. CURRY.  CONTACT
 BW2423'RUSSELL RADCLIFF, AGENT-MANAGER, ST. JOSEPH, LA. PH. 766-3570.
 BW2423'
 BW2423'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 65 AND
 BW2423'STATE HIGHWAY 128, 3 MILES NORTHWEST OF ST. JOSEPH, DRIVE
 BW2423'SOUTHWEST ALONG U.S. HIGHWAY 65 FOR 2.1 MILES TO THE STATION WHICH
 BW2423'IS SET ON THE LEFT AND SOUTHEAST OF THE HIGHWAY NEAR A FENCE
 BW2423'CORNER AND BOX CROSS DRAIN.
 BW2423'
 BW2423'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 BW2423'U.S. HIGHWAY 65 FOR 0.7 MILE TO THE MARK WHICH IS SET ON THE RIGHT
 BW2423'AND WEST OF THE HIGHWAY NEAR A POWER POLE AND A CULVERT.
 BW2423'
 BW2423'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE NORTHEAST ON
 BW2423'U.S. HIGHWAY 65 FOR 0.2 MILE TO THE MARK WHICH IS SET ON THE LEFT
 BW2423'AND WEST OF THE HIGHWAY NEAR A POWER POLE AND FENCE.
 BW2423'
 BW2423'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW2423'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BW2423'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BW2423'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BW2423'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BW2423'STAMPED CURRY 1971.  THE MARK IS 82 FEET EAST OF THE CENTER OF
 BW2423'U.S. HIGHWAY 65, 43 FEET SOUTHWEST OF A 20 INCH PECAN TREE,
 BW2423'21.5 FEET EAST OF A METAL WITNESS POST AND SIGN, 20 FEET EAST
 BW2423'OF AN EAST-WEST FENCE, 7 FEET NORTHEAST OF A 36 INCH
 BW2423'PECAN TREE, AND 3 FEET NORTH OF A FENCE (NORTH-SOUTH).
 BW2423'
 BW2423'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW2423'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 BW2423'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BW2423'GROUND.  IT IS STAMPED CURRY R.M. 1 1971.  IT IS 65 FEET
 BW2423'EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 65, 48 FEET
 BW2423'SOUTH-SOUTHWEST OF THE CENTER OF A METAL GATE, 46 FEET
 BW2423'SOUTH-SOUTHEAST OF THE CENTER OF A CONCRETE DRAIN, 33 FEET
 BW2423'NORTHWEST OF A 20 INCH PECAN TREE, AND 3 FEET EAST-SOUTHEAST
 BW2423'OF A FENCE.
 BW2423'
 BW2423'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW2423'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BW2423'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BW2423'IS STAMPED CURRY R.M. 2 1971.  IT IS 120 FEET EAST-SOUTHEAST OF
 BW2423'THE CENTER OF U.S. HIGHWAY 65, 76 FEET EAST OF A FENCE CORNER,
 BW2423'61 FEET EAST-NORTHEAST OF A 36 INCH PECAN TREE, 38 FEET
 BW2423'SOUTHEAST OF A 20 INCH PECAN TREE, AND 3 FEET NORTH OF A FENCE.
 BW2423'
 BW2423'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW2423'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 10 INCH
 BW2423'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BW2423'GROUND.  IT IS STAMPED 54V26 1970.  IT IS 150 FEET NORTH-NORTHWEST
 BW2423'OF THE NORTH END OF A CONCRETE CULVERT, 116 FEET SOUTHWEST OF THE
 BW2423'SOUTH END OF A CONCRETE CULVERT, 54 FEET WEST OF THE CENTER OF
 BW2423'U.S. HIGHWAY 65, 2 FEET SOUTHWEST OF A POWER POLE, AND 1 FOOT
 BW2423'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BW2423'
 BW2423'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BW2423'U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 10 INCH
 BW2423'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BW2423'GROUND.  IT IS STAMPED 54V25 1970.  IT IS 60 FEET WEST OF THE
 BW2423'CENTER OF U.S. HIGHWAY 65, 2 FEET WEST OF A POWER POLE, 1 FOOT
 BW2423'WEST OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST AND
 BW2423'SIGN.
 BW2423'
 BW2423'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1789 ***********************************************************************
 CQ1789  DESIGNATION -  CURTIS 1 RESET
 CQ1789  PID         -  CQ1789
 CQ1789  STATE/COUNTY-  LA/BOSSIER
 CQ1789  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1789
 CQ1789                         *CURRENT SURVEY CONTROL
 CQ1789  ___________________________________________________________________
 CQ1789* NAD 83(1992)-  32 26 24.54733(N)    093 38 48.50192(W)     ADJUSTED  
 CQ1789* NAVD 88     -        48.55   (+/-2cm)     159.3    (feet)  VERTCON   
 CQ1789  ___________________________________________________________________
 CQ1789  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CQ1789  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1789
 CQ1789  HORZ ORDER  -  SECOND
 CQ1789  VERT ORDER  -  THIRD (See Below)
 CQ1789
 CQ1789.The horizontal coordinates were established by classical geodetic methods
 CQ1789.and adjusted by the National Geodetic Survey in January 1993..
 CQ1789
 CQ1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1789.The vertical order pertains to the NGVD 29 superseded value.
 CQ1789
 CQ1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1789
 CQ1789.The geoid height was determined by GEOID03.
 CQ1789
 CQ1789;                    North         East     Units Scale Factor Converg.
 CQ1789;SPC LA N     -   215,688.402   892,162.300   MT  0.99995619   -0 36 22.7
 CQ1789;SPC LA N     -   707,637.70  2,927,035.81   sFT  0.99995619   -0 36 22.7
 CQ1789;UTM  15      - 3,589,409.022   439,198.814   MT  0.99964559   -0 20 49.1
 CQ1789
 CQ1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1789!SPC LA N     -   0.99999646  x   0.99995619  =   0.99995265
 CQ1789!UTM  15      -   0.99999646  x   0.99964559  =   0.99964205
 CQ1789
 CQ1789                          SUPERSEDED SURVEY CONTROL
 CQ1789
 CQ1789  NAD 83(1986)-  32 26 24.55856(N)    093 38 48.49170(W) AD(       ) 2
 CQ1789  NAD 27      -  32 26 24.00443(N)    093 38 47.85590(W) AD(       ) 2
 CQ1789  NGVD 29 (??/??/??)   48.61   (m)          159.5    (f) RESET       3  
 CQ1789
 CQ1789.Superseded values are not recommended for survey control.
 CQ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1789.See file dsdata.txt to determine how the superseded data were derived.
 CQ1789
 CQ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3919989409(NAD 83)
 CQ1789_MARKER: DB = BENCH MARK DISK
 CQ1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1789_STAMPING: CURTIS 1 USE RESET 1964
 CQ1789_MARK LOGO: CGS   
 CQ1789_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1789+STABILITY: SURFACE MOTION
 CQ1789
 CQ1789  HISTORY     - Date     Condition        Report By
 CQ1789  HISTORY     - 1969     MONUMENTED       USE
 CQ1789  HISTORY     - 1969     GOOD             CGS
 CQ1789  HISTORY     - 19920713 GOOD             BCED
 CQ1789
 CQ1789                          STATION DESCRIPTION
 CQ1789
 CQ1789'DESCRIBED BY US ENGINEERS 1969 (LGB)
 CQ1789'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF THE
 CQ1789'CENTER OF SHREVEPORT IN A SMALL VILLAGE OF CURTIS AND ON THE
 CQ1789'LAND OWNED BY MR. LESLEY A. COWLEY.
 CQ1789'
 CQ1789'TO REACH THE STATION FROM THE JUNCTION OF BARKSDALE ROAD AND
 CQ1789'U.S. HIGHWAY 71 EAST OF THE BRIDGE OVER RED RIVER AND AT THE
 CQ1789'ENTRANCE TO BARKSDALE AIR FORCE BASE, GO SOUTHEAST ON
 CQ1789'U.S. HIGHWAY 71 FOR 4.45 MILES TO THE AZIMUTH MARK ON THE LEFT IN
 CQ1789'THE MEDIAN OF THE HIGHWAY.  CONTINUE AHEAD SOUTHEAST ON
 CQ1789'U.S. 71 FOR 0.35 MILE TO A METAL GATE (ENTRANCE TO FARM), AND
 CQ1789'STATION ON THE RIGHT.
 CQ1789'
 CQ1789'MARK IS A STANDARD USC AND GS BENCH MARK DISK, STAMPED CURTIS 1
 CQ1789'USE RESET 1964, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CQ1789'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 58 FEET SOUTHWEST OF
 CQ1789'THE CENTER OF THE SOUTHBOUND TRAFFIC LANES OF U.S. HIGHWAY 71,
 CQ1789'3.7 FEET NORTH-NORTHWEST OF A FENCE CORNER POST, 1.2 FOOT
 CQ1789'NORTH-NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 CQ1789'AND 1 FOOT EAST-NORTHEAST OF A FENCE LINE.
 CQ1789
 CQ1789                          STATION RECOVERY (1969)
 CQ1789
 CQ1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1789'5.4 MI SE FROM BARKSDALE AIR FORCE BASE.
 CQ1789'ABOUT 0.7 MILE SOUTHWEST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ1789'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, THENCE 4.7 MILES
 CQ1789'SOUTHEAST ALONG U.S. HIGHWAY 71, 0.15 MILE SOUTHEAST OF THE CURTIS
 CQ1789'ELEMENTARY SCHOOL, 0.15 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 CQ1789'71 AND STATE HIGHWAY 612, 58 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 CQ1789'THE SOUTHWEST TRAFFIC LANE OF THE HIGHWAY, 68 1/2 FEET NORTH OF THE
 CQ1789'NORTH CORNER OF A 12- X 12-FOOT CONCRETE BLOCK BUILDING, 37 1/2 FEET
 CQ1789'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 3 1/2 FEET NORTHWEST
 CQ1789'OF A CORNER FENCE POST, 4 FEET NORTHWEST OF AN UNDERGROUND TELEPHONE
 CQ1789'CABLE MARKER POST, 1 FOOT NORTHEAST OF A FENCE, 1.3 FEET NORTHWEST OF
 CQ1789'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CQ1789'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 CQ1789'GROUND.  SEC 19, T 17N, R 12W.
 CQ1789
 CQ1789                          STATION RECOVERY (1992)
 CQ1789
 CQ1789'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ1789'RECOVERED AS DESCRIBED.  LARGE TREES TO THE NORTH AND WEST MAY PREVENT
 CQ1789'THIS MARK FROM RELIABLY RECEIVING SATELLITE SIGNALS. MARK FOUND IN
 CQ1789'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1411 ***********************************************************************
 BJ1411  DESIGNATION -  CURVE
 BJ1411  PID         -  BJ1411
 BJ1411  STATE/COUNTY-  LA/ORLEANS
 BJ1411  USGS QUAD   -  SPANISH FORT (1992)
 BJ1411
 BJ1411                         *CURRENT SURVEY CONTROL
 BJ1411  ___________________________________________________________________
 BJ1411* NAD 83(1992)-  30 01 37.33161(N)    090 02 50.42969(W)     ADJUSTED  
 BJ1411* NAVD 88     -         1.28   (+/-2cm)       4.2  **(feet)  VERTCON   
 BJ1411  **This station is located in a subsidence area (see below).
 BJ1411  ___________________________________________________________________
 BJ1411  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ1411  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ1411
 BJ1411  HORZ ORDER  -  THIRD
 BJ1411  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1411
 BJ1411.The horizontal coordinates were established by classical geodetic methods
 BJ1411.and adjusted by the National Geodetic Survey in May 1994..
 BJ1411
 BJ1411 ** The orthometric height has not been validated since last determined
 BJ1411 ** by differential leveling and should not be used for control purposes.
 BJ1411 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1411 ** area with valid NAVD 88 orthometric heights.
 BJ1411 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1411 ** epoch indicated which incorporates improved geoid heights for the
 BJ1411 ** Southern Louisiana Subsidence area.
 BJ1411 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1411.The vertical order pertains to the NGVD 29 superseded value.
 BJ1411
 BJ1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1411
 BJ1411.The geoid height was determined by GEOID03.
 BJ1411
 BJ1411;                    North         East     Units Scale Factor Converg.
 BJ1411;SPC LA S     -   169,959.275 1,124,035.111   MT  0.99992585   +0 38 34.8
 BJ1411;SPC LA S     -   557,608.05  3,687,771.86   sFT  0.99992585   +0 38 34.8
 BJ1411;UTM  15      - 3,325,454.999   784,763.218   MT  1.00060059   +1 28 42.7
 BJ1411;UTM  16      - 3,325,694.591   206,100.993   MT  1.00066583   -1 31 33.6
 BJ1411
 BJ1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1411!SPC LA S     -   1.00000392  x   0.99992585  =   0.99992977
 BJ1411!UTM  15      -   1.00000392  x   1.00060059  =   1.00060451
 BJ1411!UTM  16      -   1.00000392  x   1.00066583  =   1.00066975
 BJ1411
 BJ1411:                Primary Azimuth Mark                     Grid Az
 BJ1411:SPC LA S     -  JEWETT                                   018 00 53.9
 BJ1411:UTM  15      -  JEWETT                                   017 10 46.0
 BJ1411:UTM  16      -  JEWETT                                   020 11 02.3
 BJ1411
 BJ1411|---------------------------------------------------------------------|
 BJ1411| PID    Reference Object                     Distance      Geod. Az  |
 BJ1411|                                                           dddmmss.s |
 BJ1411| BJ1378 JEWETT                              APPROX. 1.0 KM 0183928.7 |
 BJ1411| CW1259 CURVE RM                             17.575 METERS 17603     |
 BJ1411| BJ4254 ARTS                                APPROX. 0.7 KM 2590703.7 |
 BJ1411| BJ4267 MILNEBURG LIGHTHOUSE                APPROX. 1.5 KM 2913114.7 |
 BJ1411|---------------------------------------------------------------------|
 BJ1411
 BJ1411                          SUPERSEDED SURVEY CONTROL
 BJ1411
 BJ1411  NAD 83(1992)-  30 01 37.33144(N)    090 02 50.42966(W) AD(       ) 3
 BJ1411  NAD 83(1986)-  30 01 37.34619(N)    090 02 50.42929(W) AD(       ) 3
 BJ1411  NAD 27      -  30 01 36.61954(N)    090 02 50.17510(W) AD(       ) 3
 BJ1411  NGVD 29 (??/??/??)    1.337  (m)            4.39   (f) ADJUSTED    1 2
 BJ1411
 BJ1411.Superseded values are not recommended for survey control.
 BJ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1411.See file dsdata.txt to determine how the superseded data were derived.
 BJ1411
 BJ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8476325455(NAD 83)
 BJ1411_MARKER: DS = TRIANGULATION STATION DISK
 BJ1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1411_SP_SET: TILE
 BJ1411_STAMPING: CURVE 1931
 BJ1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1411
 BJ1411  HISTORY     - Date     Condition        Report By
 BJ1411  HISTORY     - 1932     MONUMENTED       CGS
 BJ1411  HISTORY     - 1951     GOOD             CGS
 BJ1411  HISTORY     - 1954     POOR             CGS
 BJ1411  HISTORY     - 1963     GOOD             CGS
 BJ1411  HISTORY     - 1966     GOOD             CGS
 BJ1411  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BJ1411  HISTORY     - 1985     MARK NOT FOUND   NGS
 BJ1411
 BJ1411                          STATION DESCRIPTION
 BJ1411
 BJ1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RLS)
 BJ1411'ON THE PROPERTY LINE OF THE ORLEANS LEVEE BOARD, ON THE
 BJ1411'EASTERN BANK OF THE PEOPLES AVENUE CANAL CLOSE TO THE POINT
 BJ1411'WHERE THE CANAL TURNS TO THE WESTWARD AND NEAR THE POINT
 BJ1411'WHERE THE SOUTHERN RAILWAY CURVES FROM THE LAKE FRONT IN
 BJ1411'TOWARDS THE CITY.
 BJ1411'
 BJ1411'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ1411'AT THE CENTER OF THE TOP OF A TILE.
 BJ1411'
 BJ1411'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK, IS 17.575
 BJ1411'METERS (57.66 FEET) FROM THE STATION S 3 DEG 57 MIN E.
 BJ1411'
 BJ1411'THE LEVEE BOARD CORNER POST, USED AS A WITNESS MARK, IS
 BJ1411'5.280 METERS (17.32 FEET) FROM THE STATION N 7 DEG
 BJ1411'0 MIN W. THE MILNEBURG TOWER IS N 68 DEG 29 MIN W.
 BJ1411
 BJ1411                          STATION RECOVERY (1951)
 BJ1411
 BJ1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 BJ1411'IN NEW ORLEANS.
 BJ1411'AT NEW ORLEANS, ABOUT 0.3 MILE NORTHEAST ALONG SOUTH LINE DRIVE FROM
 BJ1411'ITS INTERSECTION WITH FRANKLIN AVENUE, SOUTHEAST AND ACROSS SOUTH LINE
 BJ1411'DRIVE AND A SPUR OF THE SOUTHERN RAILWAY FROM A LARGE ROUND STORAGE
 BJ1411'TANK, SET AT THE NORTHWEST END OF THE PROTECTION LEVEE ALONG THE
 BJ1411'NORTHEAST SIDE OF PEOPLES AVENUE, 39 FEET SOUTHEAST OF THE SOUTHEAST
 BJ1411'RAIL OF THE TRACK, 19 FEET NORTHWEST OF A FENCE LINE, 50 FEET EAST OF
 BJ1411'THE SOUTHEAST END OF A 36-INCH PIPE CULVERT UNDER SOUTH LINE DRIVE,
 BJ1411'ABOUT 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE FILLED
 BJ1411'TILE PROJECTING 14 INCHES.
 BJ1411
 BJ1411                          STATION RECOVERY (1954)
 BJ1411
 BJ1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1411'THE STATION WAS VISITED, AND THE STATION MARK WAS FOUND
 BJ1411'LEANING SLIGHTLY TO THE W.  THE REFERENCE MARK WAS FOUND IN GOOD
 BJ1411'CONDITION.
 BJ1411'
 BJ1411'THE STATION IS LOCATED IN THE NE SECTION OF NEW ORLEANS,
 BJ1411'ABOUT 0.5 MI. S OF THE S SHORE OF LAKE PONCHARTRAIN, DIRECTLY
 BJ1411'S OF A LARGE STORAGE TANK AT CAMP LEROY JOHNSON, AND NEAR
 BJ1411'A POINT WHERE THE RAILROAD TRACKS TURN S AWAY FROM THE LAKE.
 BJ1411'
 BJ1411'IT IS 91 FT. S OF THE CENTERLINE OF SOUTHLINE DRIVE, 39.5
 BJ1411'FT. S OF THE S RAIL OF THE RAILROAD TRACKS, 75 FT. E OF THE
 BJ1411'E BANK OF THE PEOPLES CANAL, AT A POINT WHERE THE CANAL
 BJ1411'MAKES A 90 DEG TURN FROM THE S TO THE W, 78 FT. E OF THE
 BJ1411'E END OF A LARGE CONCRETE CULVERT UNDER THE RAILROAD TRACKS,
 BJ1411'E OF THE N END OF PEOPLES AVENUE, AND 1/2 BLOCK N OF THE
 BJ1411'INTERSECTION OF PEOPLES AVENUE AND FRANKFORT STREET.  IT
 BJ1411'IS A STANDARD DISK, STAMPED CURVE 1931 AND SET IN THE TOP
 BJ1411'OF A CONCRETE-FILLED 10-IN. TILE PROJECTING 18 IN.
 BJ1411'
 BJ1411'REFERENCE MARK IS 57.60 FT. S OF THE STATION S DEG
 BJ1411'3 DEG 57 MIN E.  IT IS ON THE TOP OF THE E LEVEE OF THE
 BJ1411'PEOPLES CANAL, 96 FT. S OF THE S RAIL OF THE TRACKS, 75
 BJ1411'FT. E OF THE E BANK OF THE PEOPLES CANAL, AND 148 FT. S OF
 BJ1411'THE CENTERLINE OF SOUTHLINE DRIVE.  IT IS A STANDARD DISK,
 BJ1411'STAMPED CURVE 1931 AND SET IN THE TOP OF A CONCRETE-FILLED TILE
 BJ1411'PROJECTING 18 IN.
 BJ1411'
 BJ1411'TO REACH THE STATION FROM THE BRIDGE OVER THE INDUSTRIAL
 BJ1411'CANAL, GO W ON SOUTHLINE DRIVE FOR 0.75 MI. TO THE MARK
 BJ1411'ON THE LEFT.
 BJ1411
 BJ1411                          STATION RECOVERY (1963)
 BJ1411
 BJ1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1411'RECOVERED IN GOOD CONDITION.
 BJ1411
 BJ1411                          STATION RECOVERY (1966)
 BJ1411
 BJ1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ1411'STATION WAS RECOVERED AS DESCRIBED.
 BJ1411
 BJ1411                          STATION RECOVERY (1985)
 BJ1411
 BJ1411'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ1411'MARK NOT FOUND.
 BJ1411
 BJ1411                          STATION RECOVERY (1985)
 BJ1411
 BJ1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1411'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 BJ1411'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2824 ***********************************************************************
 AU2824  DESIGNATION -  CUT
 AU2824  PID         -  AU2824
 AU2824  STATE/COUNTY-  LA/JEFFERSON
 AU2824  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2824
 AU2824                         *CURRENT SURVEY CONTROL
 AU2824  ___________________________________________________________________
 AU2824* NAD 83(1992)-  29 36 01.37104(N)    090 04 19.98021(W)     ADJUSTED  
 AU2824* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2824  **This station is located in a subsidence area (see below).
 AU2824  ___________________________________________________________________
 AU2824  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AU2824  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AU2824
 AU2824  HORZ ORDER  -  FIRST
 AU2824
 AU2824.The horizontal coordinates were established by classical geodetic methods
 AU2824.and adjusted by the National Geodetic Survey in January 1993..
 AU2824
 AU2824 ** The orthometric height has not been validated since last determined
 AU2824 ** by differential leveling and should not be used for control purposes.
 AU2824 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2824 ** area with valid NAVD 88 orthometric heights.
 AU2824 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2824 ** epoch indicated which incorporates improved geoid heights for the
 AU2824 ** Southern Louisiana Subsidence area.
 AU2824 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2824.The orthometric height was scaled from a topographic map.
 AU2824
 AU2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2824
 AU2824.The geoid height was determined by GEOID03.
 AU2824
 AU2824;                    North         East     Units Scale Factor Converg.
 AU2824;SPC LA S     -   122,644.134 1,122,156.436   MT  0.99995001   +0 37 50.1
 AU2824;SPC LA S     -   402,374.96  3,681,608.24   sFT  0.99995001   +0 37 50.1
 AU2824;UTM  15      - 3,278,086.301   783,566.055   MT  1.00059228   +1 26 49.7
 AU2824;UTM  16      - 3,278,448.606   202,438.309   MT  1.00069266   -1 31 07.1
 AU2824
 AU2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2824!SPC LA S     -   1.00000393  x   0.99995001  =   0.99995394
 AU2824!UTM  15      -   1.00000393  x   1.00059228  =   1.00059622
 AU2824!UTM  16      -   1.00000393  x   1.00069266  =   1.00069660
 AU2824
 AU2824:                Primary Azimuth Mark                     Grid Az
 AU2824:SPC LA S     -  OIL DERRICK 5 MI SW PT CELESTE           112 02 05.2
 AU2824:UTM  15      -  OIL DERRICK 5 MI SW PT CELESTE           111 13 05.6
 AU2824:UTM  16      -  OIL DERRICK 5 MI SW PT CELESTE           114 11 02.4
 AU2824
 AU2824|---------------------------------------------------------------------|
 AU2824| PID    Reference Object                     Distance      Geod. Az  |
 AU2824|                                                           dddmmss.s |
 AU2824| AT1316 OIL DERRICK 5 MI SW PT CELESTE      APPROX.17.8 KM 1123955.3 |
 AU2824| DD6567 CUT RM 1                             31.151 METERS 14536     |
 AU2824| DD6568 CUT RM 2                             41.788 METERS 32751     |
 AU2824| DD6566 CUT AZ MK                                          3405912.6 |
 AU2824|---------------------------------------------------------------------|
 AU2824
 AU2824                          SUPERSEDED SURVEY CONTROL
 AU2824
 AU2824  NAD 83(1986)-  29 36 01.38558(N)    090 04 19.98465(W) AD(       ) 1
 AU2824  NAD 27      -  29 36 00.61800(N)    090 04 19.72000(W) AD(       ) 1
 AU2824
 AU2824.Superseded values are not recommended for survey control.
 AU2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2824.See file dsdata.txt to determine how the superseded data were derived.
 AU2824
 AU2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8356678086(NAD 83)
 AU2824_MARKER: DS = TRIANGULATION STATION DISK
 AU2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2824
 AU2824  HISTORY     - Date     Condition        Report By
 AU2824  HISTORY     - 1934     MONUMENTED       CGS
 AU2824  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU2824
 AU2824                          STATION DESCRIPTION
 AU2824
 AU2824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2824'STATION IS ABOUT 5 MILES SE OF LA FITTE, ON SOLID GROUND
 AU2824'ON THE W BANK OF THE DUPRE CUT CANAL, 30 FEET W OF THE W BANK
 AU2824'OF THE CANAL, AND 50 FEET S OF A VACANT SHACK.
 AU2824'
 AU2824'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 AU2824'STANDARD BRONZE DISKS SET IN CONCRETE.
 AU2824'
 AU2824'REFERENCE MARK NO. 1 IS ON THE W SIDE OF THE CANAL, 30 FEET
 AU2824'FROM THE EDGE OF THE WATER, AND 102.20 FEET (31.15 METERS)
 AU2824'FROM THE STATION S 34 DEG 24 MIN E.
 AU2824'
 AU2824'REFERENCE MARK NO. 2 IS ON THE W SIDE OF THE CANAL, 100 FEET
 AU2824'FROM THE EDGE OF THE WATER, AND 137.10 FEET (41.79 METERS)
 AU2824'FROM THE STATION N 32 DEG 09 MIN W.
 AU2824'
 AU2824'THE AZIMUTH MARK IS ON THE E EDGE OF THE CANAL APPROXIMATELY
 AU2824'400 YARDS FROM THE STATION N 19 DEG 01 MIN W.
 AU2824
 AU2824                          STATION RECOVERY (1965)
 AU2824
 AU2824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU2824'STATION WAS SEARCHED FOR BUT NOT FOUND.  DESCRIPTION WAS
 AU2824'INADEQUATE AND IT IS POSSIBLE THE STATION STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2395 ***********************************************************************
 AU2395  DESIGNATION -  CUT 1933
 AU2395  PID         -  AU2395
 AU2395  STATE/COUNTY-  LA/TERREBONNE
 AU2395  USGS QUAD   -  LAKE SALVE (1994)
 AU2395
 AU2395                         *CURRENT SURVEY CONTROL
 AU2395  ___________________________________________________________________
 AU2395* NAD 83(1992)-  29 32 27.37065(N)    091 15 40.48971(W)     ADJUSTED  
 AU2395* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2395  **This station is located in a subsidence area (see below).
 AU2395  ___________________________________________________________________
 AU2395  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2395  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU2395
 AU2395  HORZ ORDER  -  THIRD
 AU2395
 AU2395.The horizontal coordinates were established by classical geodetic methods
 AU2395.and adjusted by the National Geodetic Survey in January 1993..
 AU2395
 AU2395 ** The orthometric height has not been validated since last determined
 AU2395 ** by differential leveling and should not be used for control purposes.
 AU2395 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2395 ** area with valid NAVD 88 orthometric heights.
 AU2395 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2395 ** epoch indicated which incorporates improved geoid heights for the
 AU2395 ** Southern Louisiana Subsidence area.
 AU2395 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2395.The orthometric height was scaled from a topographic map.
 AU2395
 AU2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2395
 AU2395.The geoid height was determined by GEOID03.
 AU2395
 AU2395;                    North         East     Units Scale Factor Converg.
 AU2395;SPC LA S     -   115,385.282 1,006,986.822   MT  0.99995775   +0 02 09.8
 AU2395;SPC LA S     -   378,559.88  3,303,755.93   sFT  0.99995775   +0 02 09.8
 AU2395;UTM  15      - 3,269,179.814   668,478.528   MT  0.99995025   +0 51 27.0
 AU2395
 AU2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2395!SPC LA S     -   1.00000398  x   0.99995775  =   0.99996173
 AU2395!UTM  15      -   1.00000398  x   0.99995025  =   0.99995423
 AU2395
 AU2395                          SUPERSEDED SURVEY CONTROL
 AU2395
 AU2395  NAD 83(1986)-  29 32 27.39386(N)    091 15 40.48805(W) AD(       ) 3
 AU2395  NAD 27      -  29 32 26.62300(N)    091 15 40.11100(W) AD(       ) 3
 AU2395
 AU2395.Superseded values are not recommended for survey control.
 AU2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2395.See file dsdata.txt to determine how the superseded data were derived.
 AU2395
 AU2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6847969180(NAD 83)
 AU2395_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU2395_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2395_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2395
 AU2395  HISTORY     - Date     Condition        Report By
 AU2395  HISTORY     - 1933     MONUMENTED       CGS
 AU2395  HISTORY     - 1947     GOOD             BAKER
 AU2395  HISTORY     - 1948     GOOD             CGS
 AU2395  HISTORY     - 1955     MARK NOT FOUND   CGS
 AU2395  HISTORY     - 1957     GOOD             CGS
 AU2395
 AU2395                          STATION DESCRIPTION
 AU2395
 AU2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2395'STATION IS ON A SMALL ISLAND BETWEEN THE ATCHAFALAYA RIVER
 AU2395'AND CUTOFF BAYOU, ABOUT 3 MILES N OF THE MOUTH OF THE ATCHAFALAYA
 AU2395'RIVER, 260 METERS (850 FEET) FROM THE E END OF THE ISLAND, 720
 AU2395'METERS (2,360 FEET) FROM THE SOUTHERLY END OF THE ISLAND, 50
 AU2395'METERS (165 FEET) FROM A POINT WHICH EXTENDS INTO THE RIVER ON
 AU2395'THE N SIDE OF THE ISLAND AND 20 METERS (65 FEET) FROM THE
 AU2395'CUTOFF BAYOU TO THE S.
 AU2395'
 AU2395'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2395'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2395'OF CONCRETE TO THE UPPER PART OF A LONG WOODEN PILE DRIVEN
 AU2395'INTO THE MARSH.  THE STATION MONUMENT WAS APPARENTLY MOVED
 AU2395'A LITTLE FROM ITS ORIGINAL POSITION WHEN A HUGE LOG STRUCK
 AU2395'IT.
 AU2395'
 AU2395'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET AT THE
 AU2395'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2395'PILE DRIVEN INTO THE MARSH, AND IS 10.845 METERS (35.58
 AU2395'FEET) FROM THE STATION AND WAS ORIGINALLY S 7 DEG W.
 AU2395'
 AU2395'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET AT THE
 AU2395'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2395'PILE DRIVEN INTO THE MARSH, AND IS 12.580 METERS (41.27 FEET)
 AU2395'FROM THE STATION AND WAS ORIGINALLY S 85 DEG E.
 AU2395'
 AU2395'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2395
 AU2395                          STATION RECOVERY (1947)
 AU2395
 AU2395'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947
 AU2395'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  IT IS
 AU2395'ON SMALL ISLAND BETWEEN THE ATCHAFALAYA RIVER AND CUT-OFF
 AU2395'BAYOU.
 AU2395
 AU2395                          STATION RECOVERY (1948)
 AU2395
 AU2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2395'STATION RECOVERED IN GOOD CONDITION.  THE FOLLOWING SHOULD
 AU2395'BE ADDED TO THE ORIGINAL DESCRIPTION--
 AU2395'
 AU2395'THE STATION IS NOW IN THE EDGE OF THE WATER ON THE SE SIDE
 AU2395'OF THE ISLAND ON THE CUTOFF BAYOU SIDE.  THE POINT TO THE N
 AU2395'IS NOW 30 METERS FROM THE STATION.
 AU2395'
 AU2395'NEITHER OF THE REFERENCE MARKS WERE FOUND.
 AU2395
 AU2395                          STATION RECOVERY (1955)
 AU2395
 AU2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2395'ACCORDING TO USC AND GS PLANIMETRIC MAP NO. T-9025 THE STATION
 AU2395'WAS IN TERREBONNE PARISH, NOT ST. MARY PARISH, AS PREVIOUSLY
 AU2395'RECORDED.  THE STATION WAS NOT RECOVERED AFTER A REASONABLE
 AU2395'SEARCH OF THE SITE.  THE ISLAND APPEARS TO HAVE ERODED
 AU2395'CONSIDERABLY AT THE STATION SITE.  THE MARK WAS LAST REPORTED AT
 AU2395'THE WATERS EDGE, AND IT IS PROBABLY DESTROYED.
 AU2395
 AU2395                          STATION RECOVERY (1957)
 AU2395
 AU2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2395'THE STATION WAS RECOVERED IN FAIR CONDITION.  NEITHER REFERENCE
 AU2395'MARK WAS FOUND.  THE NORTHEAST END OF THE ISLAND HAS ERODED AND
 AU2395'IS NOW AWASH AT MEAN HIGH-WATER.  THE STATION IS NO LONGER
 AU2395'STABLE, BUT IS WELL PROTECTED BY BOARDS AND SIGNAL POLES AND
 AU2395'WILL LAST A FEW MORE YEARS UNLESS IT IS HIT BY A LOG OR
 AU2395'OTHER HEAVY OBJECT.  THE ORIGINAL DESCRIPTION BY E.R. MC C.
 AU2395'IN 1933 IS ADEQUATE TO RECOVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2830 ***********************************************************************
 AU2830  DESIGNATION -  CUTLER
 AU2830  PID         -  AU2830
 AU2830  STATE/COUNTY-  LA/JEFFERSON
 AU2830  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2830
 AU2830                         *CURRENT SURVEY CONTROL
 AU2830  ___________________________________________________________________
 AU2830* NAD 83(1992)-  29 31 21.81690(N)    090 01 54.47293(W)     ADJUSTED  
 AU2830* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AU2830  **This station is located in a subsidence area (see below).
 AU2830  ___________________________________________________________________
 AU2830  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AU2830  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AU2830
 AU2830  HORZ ORDER  -  SECOND
 AU2830
 AU2830.The horizontal coordinates were established by classical geodetic methods
 AU2830.and adjusted by the National Geodetic Survey in January 1993..
 AU2830
 AU2830 ** The orthometric height has not been validated since last determined
 AU2830 ** by differential leveling and should not be used for control purposes.
 AU2830 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2830 ** area with valid NAVD 88 orthometric heights.
 AU2830 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2830 ** epoch indicated which incorporates improved geoid heights for the
 AU2830 ** Southern Louisiana Subsidence area.
 AU2830 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2830.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2830
 AU2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2830
 AU2830.The geoid height was determined by GEOID03.
 AU2830
 AU2830;                    North         East     Units Scale Factor Converg.
 AU2830;SPC LA S     -   114,081.299 1,126,169.136   MT  0.99996033   +0 39 02.8
 AU2830;SPC LA S     -   374,281.73  3,694,773.24   sFT  0.99996033   +0 39 02.8
 AU2830;UTM  15      - 3,269,575.844   787,702.799   MT  1.00062146   +1 27 49.1
 AU2830;UTM  16      - 3,269,735.113   206,129.992   MT  1.00066573   -1 29 42.2
 AU2830
 AU2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2830!SPC LA S     -   1.00000358  x   0.99996033  =   0.99996391
 AU2830!UTM  15      -   1.00000358  x   1.00062146  =   1.00062504
 AU2830!UTM  16      -   1.00000358  x   1.00066573  =   1.00066931
 AU2830
 AU2830|---------------------------------------------------------------------|
 AU2830| PID    Reference Object                     Distance      Geod. Az  |
 AU2830|                                                           dddmmss.s |
 AU2830| AU2829 1015 PLUS 89.36 USE 1966             28.532 METERS 32942     |
 AU2830| AU2831 1015 PLUS 00 USE 1966                 9.489 METERS 32944     |
 AU2830| DD6569 CUTLER AZ MK                                       3333607.5 |
 AU2830|---------------------------------------------------------------------|
 AU2830
 AU2830                          SUPERSEDED SURVEY CONTROL
 AU2830
 AU2830  NAD 83(1986)-  29 31 21.83090(N)    090 01 54.47863(W) AD(       ) 2
 AU2830  NAD 27      -  29 31 21.05130(N)    090 01 54.21559(W) AD(       ) 2
 AU2830  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 AU2830
 AU2830.Superseded values are not recommended for survey control.
 AU2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2830.See file dsdata.txt to determine how the superseded data were derived.
 AU2830
 AU2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8770369576(NAD 83)
 AU2830_MARKER: DS = TRIANGULATION STATION DISK
 AU2830_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU2830+WITH SETTING: INFORMATION.
 AU2830_SP_SET: PREFABRICATED CONCRETE POST
 AU2830
 AU2830  HISTORY     - Date     Condition        Report By
 AU2830  HISTORY     - 1966     MONUMENTED       CGS
 AU2830  HISTORY     - 1973     MARK NOT FOUND   USGS
 AU2830
 AU2830                          STATION DESCRIPTION
 AU2830
 AU2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2830'STATION IS ABOUT 20-1/2 MILES NORTH OF GRAND ISLE, 11-1/2
 AU2830'MILES SOUTH-SOUTHEAST OF LAFITTE, 10 MILES WEST-SOUTHWEST
 AU2830'OF HERMITAGE AND ON THE WEST SPOIL BANK OF THE BARATARIA
 AU2830'WATERWAY.
 AU2830'
 AU2830'STATION MARK, A STANDARD DISK STAMPED CUTLER 1966, IS CRIMPED
 AU2830'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.
 AU2830'IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2
 AU2830'FEET.  IT IS 51 FEET WEST OF THE WEST EDGE OF THE BARATARIA
 AU2830'WATERWAY AND 1.7 FEET EAST OF A METAL WITNESS POST.
 AU2830'
 AU2830'1015+89.36 (USE), A U.S. CORPS OF ENGINEERS SURVEY DISK STAMPED
 AU2830'PT 1015+89.36 OS 300, IS SCREWED TO THE TOP OF A 1 INCH CAST
 AU2830'IRON PIPE WHICH PROJECTS 2.3 FEET.  IT IS 56 FEET WEST OF THE
 AU2830'WEST EDGE OF THE BARATARIA WATERWAY AND 1 FOOT WEST OF A METAL
 AU2830'WITNESS POST.
 AU2830'
 AU2830'1015+00 (USE), A U.S. CORPS OF ENGINEERS SURVEY DISK STAMPED
 AU2830'POC 1015+00 OS 300 1964, IS SCREWED TO THE TOP OF A 1 INCH
 AU2830'CAST IRON PIPE WHICH PROJECTS 2.4 FEET.  IT IS 52 FEET WEST
 AU2830'OF THE WEST EDGE OF THE BARATARIA WATERWAY AND 1 FOOT WEST OF
 AU2830'A METAL WITNESS POST.
 AU2830'
 AU2830'AZIMUTH MARK, A STANDARD DISK STAMPED CUTLER 1966.  IT IS
 AU2830'LOCATED ABOUT 0.5 MILE NORTHWEST OF THE STATION AND ON THE
 AU2830'WEST SIDE OF THE BARATARIA WATERWAY.  IT IS CRIMPED TO THE
 AU2830'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AU2830'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.2 FEET.
 AU2830'IT IS 28 FEET WEST OF THE WEST EDGE OF THE BARATARIA WATERWAY
 AU2830'AND 1.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 AU2830'
 AU2830'NOTE--STATION CAN BE REACHED BY AIRCRAFT OR BOAT.
 AU2830'
 AU2830'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 AU2830
 AU2830                          STATION RECOVERY (1973)
 AU2830
 AU2830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGH)
 AU2830'NOT KNOWN-IN MY SEARCH, I WAS UNABLE TO FIND ANY OF THE STATION
 AU2830'MARKS, HOWEVER, I BELIEVE THEY ARE PROBABLY STILL THERE IN
 AU2830'THAT THE SPOIL BANK ON WHICH THEY ARE LOCATED IS VERY THICKLY
 AU2830'COVERED WITH BRUSH.  STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3147 ***********************************************************************
 CP3147  DESIGNATION -  CUTOVER
 CP3147  PID         -  CP3147
 CP3147  STATE/COUNTY-  LA/MOREHOUSE
 CP3147  USGS QUAD   -  MER ROUGE (1988)
 CP3147
 CP3147                         *CURRENT SURVEY CONTROL
 CP3147  ___________________________________________________________________
 CP3147* NAD 83(1992)-  32 50 07.31244(N)    091 51 05.25998(W)     ADJUSTED  
 CP3147* NAVD 88     -        46.7    (meters)     153.     (feet)  VERTCON   
 CP3147  ___________________________________________________________________
 CP3147  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CP3147  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3147
 CP3147  HORZ ORDER  -  FIRST
 CP3147
 CP3147.The horizontal coordinates were established by classical geodetic methods
 CP3147.and adjusted by the National Geodetic Survey in September 1999..
 CP3147
 CP3147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3147
 CP3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3147
 CP3147.The geoid height was determined by GEOID03.
 CP3147
 CP3147;                    North         East     Units Scale Factor Converg.
 CP3147;SPC LA N     -   259,127.607 1,060,722.594   MT  1.00004282   +0 20 34.4
 CP3147;SPC LA N     -   850,154.49  3,480,054.04   sFT  1.00004282   +0 20 34.4
 CP3147;UTM  15      - 3,633,619.926   607,493.529   MT  0.99974247   +0 37 22.2
 CP3147
 CP3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3147!SPC LA N     -   0.99999673  x   1.00004282  =   1.00003955
 CP3147!UTM  15      -   0.99999673  x   0.99974247  =   0.99973920
 CP3147
 CP3147:                Primary Azimuth Mark                     Grid Az
 CP3147:SPC LA N     -  FIRE TOWER 4                             359 42 52.6
 CP3147:UTM  15      -  FIRE TOWER 4                             359 26 04.8
 CP3147
 CP3147|---------------------------------------------------------------------|
 CP3147| PID    Reference Object                     Distance      Geod. Az  |
 CP3147|                                                           dddmmss.s |
 CP3147| CP3142 FIRE TOWER 4                        APPROX.10.4 KM 0000327.0 |
 CP3147| CY4198 CUTOVER AZ MK                                      1393400.9 |
 CP3147| CP3129 COLLINSTON MUNICIPAL TANK           APPROX.16.3 KM 1861827.3 |
 CP3147| CP3157 BASTROP SO KRAFT CORP STACK         APPROX. 8.7 KM 2195758.2 |
 CP3147| CP3156 BASTROP SOU KRAFT CORP TANK         APPROX. 8.7 KM 2202205.1 |
 CP3147| CP3153 BASTROP LOUISIANA P AND L TANK      APPROX. 8.6 KM 2214443.4 |
 CP3147| CP3154 BASTROP COURTHOUSE                  APPROX. 8.7 KM 2222900.6 |
 CP3147| CP3160 BASTROP LA PAPER MILL STACK         APPROX. 8.0 KM 2223918.6 |
 CP3147| CP3155 BASTROP ARK LA AND MO RR STK        APPROX. 8.3 KM 2230304.0 |
 CP3147| CP3161 BASTROP LA PAPER MILL TANK          APPROX. 7.9 KM 2230559.4 |
 CP3147| CP3159 BASTROP CONSOL CHEM IND INC TK      APPROX. 7.5 KM 2273420.2 |
 CP3147| CP3158 BASTROP CONSOL CHEM IND STK         APPROX. 7.5 KM 2275144.5 |
 CP3147| CY4199 CUTOVER RM 1                         43.586 METERS 27942     |
 CP3147| CP3163 FIRE TOWER 3 STEVENSON LOT LFC      APPROX.12.4 KM 3031315.4 |
 CP3147| CP3165 STEVENSON MID VALLEY PLINE MST      APPROX.15.2 KM 3103121.4 |
 CP3147| CY4200 CUTOVER RM 2                         62.804 METERS 33423     |
 CP3147| CP3143 BEEKMAN                             APPROX.10.3 KM 3571603.5 |
 CP3147|---------------------------------------------------------------------|
 CP3147
 CP3147                          SUPERSEDED SURVEY CONTROL
 CP3147
 CP3147  NAD 83(1992)-  32 50 07.31410(N)    091 51 05.25841(W) AD(       ) 1
 CP3147  NAD 83(1986)-  32 50 07.32473(N)    091 51 05.25277(W) AD(       ) 1
 CP3147  NAD 27      -  32 50 06.84500(N)    091 51 04.79300(W) AD(       ) 1
 CP3147  NGVD 29 (07/19/86)   46.8    (m)          154.     (f) VERT ANG       
 CP3147
 CP3147.Superseded values are not recommended for survey control.
 CP3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3147.See file dsdata.txt to determine how the superseded data were derived.
 CP3147
 CP3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0749433620(NAD 83)
 CP3147_MARKER: DS = TRIANGULATION STATION DISK
 CP3147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3147
 CP3147  HISTORY     - Date     Condition        Report By
 CP3147  HISTORY     - 1939     MONUMENTED       CGS
 CP3147  HISTORY     - 1970     GOOD             NGS
 CP3147
 CP3147                          STATION DESCRIPTION
 CP3147
 CP3147'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3147'STATION IS LOCATED ABOUT 6.4 MILES BY ROAD NE OF BASTROP,
 CP3147'ABOUT 1.2 MILE E OF BONITA-BASTROP ROAD, ON CUT OVER TIMBER
 CP3147'LAND, OWNER NOT KNOWN.
 CP3147'
 CP3147'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3147'BRONZE DISKS SET IN CONCRETE.
 CP3147'
 CP3147'MARK PROJECTING 6 INCHES, STAMPED CUTOVER 1939,
 CP3147'IS ON HIGHEST POINT OF CLEARED AREA, E OF A SMALL CULTIVATED
 CP3147'FIELD, 45 FEET E OF N-S WOODS ROAD, 180 FEET SE OF E-W ROAD
 CP3147'AT FORK, ALONG S SIDE OF CULTIVATED FIELD.
 CP3147'
 CP3147'REFERENCE MARK NO. 1 PROJECTING 6 INCHES, STAMPED
 CP3147'CUTOVER NO. 1 SET WNW OF STATION 143.93 FEET, 14 FEET S
 CP3147'OF E-W ROAD, 5 FEET SSW OF 3-FOOT STUMP.  REFERENCE MARK
 CP3147'NO. 2 PROJECTING 6 INCHES, STAMPED CUTOVER
 CP3147'NO. 2, IS 206.10 FEET NNW OF STATION, SET 16 FEET S OF E-W
 CP3147'ROAD.
 CP3147'
 CP3147'AZIMUTH MARK PROJECTING 6 INCHES, STAMPED CUTOVER
 CP3147'1939, IS SET ON FIRST RIDGE SE OF STATION.  FROM STATION,
 CP3147'GO SE 0.25 MILE TO MARK.
 CP3147'
 CP3147'TO REACH STATION FROM NW CORNER OF SQUARE IN BASTROP, DRIVE
 CP3147'N ON LOUISIANA 204, PAVED, FOR 4.5 MILES TO STORE AND SERVICE
 CP3147'STATION AND WHERE LOUISIANA 204 TURNS LEFT, CONTINUE STRAIGHT
 CP3147'AHEAD ON GRAVELED ROAD FOR 0.9 MILE TO LOCAL ROAD CROSSING
 CP3147'HIGHWAY.  TURN RIGHT, E ON LOCAL OR WOODS ROAD AND GO 0.2
 CP3147'MILE TO FORK, TAKE ROAD TO LEFT AND GO 0.6 MILE, THENCE
 CP3147'S, RIGHT FOR 0.4 MILE TO STATION ON RIGHT.
 CP3147'
 CP3147'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CP3147
 CP3147                          STATION RECOVERY (1970)
 CP3147
 CP3147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3147'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES
 CP3147'ON LINE.
 CP3147'
 CP3147'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 CP3147'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 CP3147'CONDITION.  DUE TO THE GROWTH OF THE TREES THE AZIMUTH MARK
 CP3147'COULD NOT BE USED AND NO PLACE AVAILABLE FOR ANOTHER TO BE
 CP3147'ESTABLISHED.  THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS
 CP3147'CHECKED FAVORABLE.  LAND OWNER, MRS. MERRIMAC MORRIS, RAYVILLE,
 CP3147'LA.
 CP3147'
 CP3147'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 CP3147'SQUARE IN BASTROP, GO NORTH ON STATE HIGHWAY 139 FOR 4.45
 CP3147'MILES TO THE JUNCTION OF STATE HIGHWAYS 139 AND 140.  KEEP
 CP3147'RIGHT AND GO NORTHEASTERLY ON STATE HIGHWAY 140 FOR 1.4
 CP3147'MILES TO A WIRE GATE AND FIELD ROAD RIGHT.  TURN RIGHT AND
 CP3147'GO SOUTHEAST ON DIM FIELD ROAD FOR 0.35 MILE TO A WIRE GATE.
 CP3147'CONTINUE SOUTHEAST ON WOODS ROAD FOR 0.25 MILE TO A DIM
 CP3147'FORK.  TAKE RIGHT FORK AND GO SOUTH ON WOODS ROAD FOR 0.45
 CP3147'MILE TO THE STATION ON THE LEFT.
 CP3147'
 CP3147'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CP3147'DIM WOODS ROAD FOR 0.05 MILE TO A FORK.  KEEP LEFT FORK AND
 CP3147'GO SOUTHEAST ON WOODS ROAD FOR 0.25 MILE TO THE AZIMUTH MARK
 CP3147'ON THE LEFT ON A SMALL KNOLL.
 CP3147'
 CP3147'THE STATION MARKS ARE STANDARD DISKS STAMPED CUTOVER 1939,
 CP3147'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CP3147'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 70 FEET NORTHEAST
 CP3147'OF A 34-INCH OAK TREE, 39 FEET EAST OF THE CENTER OF THE
 CP3147'WOODS ROAD AND 24.6 FEET WEST-NORTHWEST OF AN 18-INCH PINE
 CP3147'TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 CP3147'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3147'
 CP3147'REFERENCE MARK 1, A STANDARD DISK STAMPED CUTOVER NO 1 1939,
 CP3147'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CP3147'THAT PROJECTS 6 INCHES.  IT IS 104 FEET WEST OF THE CENTER
 CP3147'OF THE WOODS ROAD, 8.6 FEET SOUTH OF A 6-INCH OAK TREE, 5.7
 CP3147'FEET NORTHEAST OF A 24-INCH OAK TREE WITH A TRIANGLE BLAZE
 CP3147'ON NORTHEAST SIDE.
 CP3147'
 CP3147'REFERENCE MARK 2, A STANDARD DISK STAMPED CUTOVER NO 2 1939,
 CP3147'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CP3147'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 26
 CP3147'FEET WEST OF A 12-INCH PINE TREE, 15 FEET EAST OF THE CENTER
 CP3147'OF THE WOODS ROAD AND 12.6 FEET SOUTH OF A 12-INCH OAK TREE.
 CP3147'
 CP3147'THE AZIMUTH MARK, A STANDARD DISK STAMPED CUTOVER 1939, IS
 CP3147'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CP3147'PROJECTS 6 INCHES.  IT IS 26 FEET EAST OF THE CENTER OF THE
 CP3147'WOODS ROAD, 17 FEET SOUTH OF AN 18-INCH TWIN TRUNK PINE
 CP3147'TREE AND 10 FEET NORTHWEST OF AN 8 INCH OAK TREE.
 CP3147'
 CP3147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 CP3147'NORTHEAST OF BASTROP.
 CP3147'
 CP3147'HEIGHT OF LIGHT ABOVE STATION MARK 114.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2588 ***********************************************************************
 AU2588  DESIGNATION -  CYPRE 1955
 AU2588  PID         -  AU2588
 AU2588  STATE/COUNTY-  LA/ST MARY
 AU2588  USGS QUAD   -  CYPREMORT POINT (1994)
 AU2588
 AU2588                         *CURRENT SURVEY CONTROL
 AU2588  ___________________________________________________________________
 AU2588* NAD 83(1992)-  29 42 46.07926(N)    091 52 48.45843(W)     ADJUSTED  
 AU2588* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2588  **This station is located in a subsidence area (see below).
 AU2588  ___________________________________________________________________
 AU2588  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2588  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2588
 AU2588  HORZ ORDER  -  THIRD
 AU2588
 AU2588.The horizontal coordinates were established by classical geodetic methods
 AU2588.and adjusted by the National Geodetic Survey in January 1993..
 AU2588
 AU2588 ** The orthometric height has not been validated since last determined
 AU2588 ** by differential leveling and should not be used for control purposes.
 AU2588 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2588 ** area with valid NAVD 88 orthometric heights.
 AU2588 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2588 ** epoch indicated which incorporates improved geoid heights for the
 AU2588 ** Southern Louisiana Subsidence area.
 AU2588 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2588.The orthometric height was scaled from a topographic map.
 AU2588
 AU2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2588
 AU2588.The geoid height was determined by GEOID03.
 AU2588
 AU2588;                    North         East     Units Scale Factor Converg.
 AU2588;SPC LA S     -   134,558.721   947,094.093   MT  0.99993830   -0 16 24.3
 AU2588;SPC LA S     -   441,464.74  3,107,257.87   sFT  0.99993830   -0 16 24.3
 AU2588;UTM  15      - 3,287,486.679   608,322.311   MT  0.99974477   +0 33 18.4
 AU2588
 AU2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2588!SPC LA S     -   1.00000408  x   0.99993830  =   0.99994238
 AU2588!UTM  15      -   1.00000408  x   0.99974477  =   0.99974885
 AU2588
 AU2588:                Primary Azimuth Mark                     Grid Az
 AU2588:SPC LA S     -  FLOATING RIG B                           219 35 24.4
 AU2588:UTM  15      -  FLOATING RIG B                           218 45 41.7
 AU2588
 AU2588|---------------------------------------------------------------------|
 AU2588| PID    Reference Object                     Distance      Geod. Az  |
 AU2588|                                                           dddmmss.s |
 AU2588| AU2587 FLOATING RIG B                      APPROX. 5.1 KM 2191900.1 |
 AU2588| AU2586 FLOATING RIG A                      APPROX. 5.5 KM 2195613.9 |
 AU2588| AU2630 AVERY ISLAND SALT WORKS TANK        APPROX.20.4 KM 3515424.8 |
 AU2588|---------------------------------------------------------------------|
 AU2588
 AU2588                          SUPERSEDED SURVEY CONTROL
 AU2588
 AU2588  NAD 83(1986)-  29 42 46.10058(N)    091 52 48.45147(W) AD(       ) 3
 AU2588  NAD 27      -  29 42 45.34300(N)    091 52 48.01800(W) AD(       ) 3
 AU2588
 AU2588.Superseded values are not recommended for survey control.
 AU2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2588.See file dsdata.txt to determine how the superseded data were derived.
 AU2588
 AU2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0832287487(NAD 83)
 AU2588_MARKER: DS = TRIANGULATION STATION DISK
 AU2588_SETTING: 0 = UNSPECIFIED SETTING
 AU2588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2588
 AU2588  HISTORY     - Date     Condition        Report By
 AU2588  HISTORY     - 1955     MONUMENTED       CGS
 AU2588
 AU2588                          STATION DESCRIPTION
 AU2588
 AU2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2588'FROM THE BRIDGE ACROSS BAYOU CYPREMORT AT CYPREMORT POINT,
 AU2588'GO W 0.1 MILE TO E END OF A CANAL ON THE S SIDE OF ROAD.
 AU2588'FOLLOW DIRT ROAD AROUND END OF CANAL AND CONTINUE S AROUND
 AU2588'SE END OF A SECOND CANAL.  FOLLOW CANAL ON THE SW SIDE TO
 AU2588'THE END OF THE SPOIL BANK ON THE SW SIDE OF THE CANAL.  STATION
 AU2588'IS ON THE HIGH POINT AT THE NW END OF THE SPOIL BANK.  A
 AU2588'STANDARD DISK, STAMPED CYPRE 1955, IN THE TOP OF A 2-1/2
 AU2588'INCH IRON PIPE PROJECTING 6 INCHES.  LOCATED BY THREE POINT
 AU2588'FIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2615 ***********************************************************************
 AU2615  DESIGNATION -  CYPREMORT CHURCH
 AU2615  PID         -  AU2615
 AU2615  STATE/COUNTY-  LA/ST MARY
 AU2615  USGS QUAD   -  WEEKS (1994)
 AU2615
 AU2615                         *CURRENT SURVEY CONTROL
 AU2615  ___________________________________________________________________
 AU2615* NAD 83(1992)-  29 46 30.35140(N)    091 46 14.93388(W)     ADJUSTED  
 AU2615* NAVD 88     -                                                        
 AU2615  **This station is located in a subsidence area (see below).
 AU2615  ___________________________________________________________________
 AU2615  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2615  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AU2615
 AU2615  HORZ ORDER  -  THIRD
 AU2615
 AU2615.The horizontal coordinates were established by classical geodetic methods
 AU2615.and adjusted by the National Geodetic Survey in January 1993..
 AU2615
 AU2615 ** The orthometric height has not been validated since last determined
 AU2615 ** by differential leveling and should not be used for control purposes.
 AU2615 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2615 ** area with valid NAVD 88 orthometric heights.
 AU2615 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2615 ** epoch indicated which incorporates improved geoid heights for the
 AU2615 ** Southern Louisiana Subsidence area.
 AU2615 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2615
 AU2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2615
 AU2615.The geoid height was determined by GEOID03.
 AU2615
 AU2615;                    North         East     Units Scale Factor Converg.
 AU2615;SPC LA S     -   141,418.399   957,697.088   MT  0.99993346   -0 13 07.5
 AU2615;SPC LA S     -   463,970.20  3,142,044.53   sFT  0.99993346   -0 13 07.5
 AU2615;UTM  15      - 3,294,497.783   618,823.111   MT  0.99977420   +0 36 37.7
 AU2615
 AU2615                          SUPERSEDED SURVEY CONTROL
 AU2615
 AU2615  NAD 83(1986)-  29 46 30.37315(N)    091 46 14.92803(W) AD(       ) 4
 AU2615  NAD 27      -  29 46 29.62000(N)    091 46 14.50000(W) AD(       ) 3
 AU2615
 AU2615.Superseded values are not recommended for survey control.
 AU2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2615.See file dsdata.txt to determine how the superseded data were derived.
 AU2615
 AU2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1882394498(NAD 83)
 AU2615_MARKER: 91 = CHURCH CROSS
 AU2615
 AU2615  HISTORY     - Date     Condition        Report By
 AU2615  HISTORY     - 1933     FIRST OBSERVED   CGS
 AU2615  HISTORY     - 1947     GOOD             CGS
 AU2615  HISTORY     - 1948     GOOD             CGS
 AU2615  HISTORY     - 1955     GOOD             CGS
 AU2615
 AU2615                          STATION DESCRIPTION
 AU2615
 AU2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2615'THE STATION IS THE HIGHEST POINT OF THE STEEPLE OF THE CHURCH
 AU2615'ON THE CYPREMORT PLANTATION.
 AU2615
 AU2615                          STATION RECOVERY (1947)
 AU2615
 AU2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2615'STATION RECOVERED AS DESCRIBED.
 AU2615
 AU2615                          STATION RECOVERY (1948)
 AU2615
 AU2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2615'STATION RECOVERED IN GOOD CONDITION.  IT IS THE CROSS ATOP
 AU2615'THE SPIRE OF ST. HELENS CATHOLIC CHURCH, LOCATED ON THE E
 AU2615'EDGE OF THE VILLAGE OF CYPREMORT.
 AU2615
 AU2615                          STATION RECOVERY (1955)
 AU2615
 AU2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2615'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AU2615'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2617 ***********************************************************************
 AU2617  DESIGNATION -  CYPREMORT PLANTATION STK
 AU2617  PID         -  AU2617
 AU2617  STATE/COUNTY-  LA/ST MARY
 AU2617  USGS QUAD   -  WEEKS (1994)
 AU2617
 AU2617                         *CURRENT SURVEY CONTROL
 AU2617  ___________________________________________________________________
 AU2617* NAD 83(1992)-  29 46 29.45048(N)    091 46 24.22577(W)     ADJUSTED  
 AU2617* NAVD 88     -                                                        
 AU2617  **This station is located in a subsidence area (see below).
 AU2617  ___________________________________________________________________
 AU2617  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2617  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2617
 AU2617  HORZ ORDER  -  THIRD
 AU2617
 AU2617.The horizontal coordinates were established by classical geodetic methods
 AU2617.and adjusted by the National Geodetic Survey in January 1993..
 AU2617
 AU2617 ** The orthometric height has not been validated since last determined
 AU2617 ** by differential leveling and should not be used for control purposes.
 AU2617 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2617 ** area with valid NAVD 88 orthometric heights.
 AU2617 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2617 ** epoch indicated which incorporates improved geoid heights for the
 AU2617 ** Southern Louisiana Subsidence area.
 AU2617 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2617
 AU2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2617
 AU2617.The geoid height was determined by GEOID03.
 AU2617
 AU2617;                    North         East     Units Scale Factor Converg.
 AU2617;SPC LA S     -   141,391.616   957,447.401   MT  0.99993348   -0 13 12.1
 AU2617;SPC LA S     -   463,882.33  3,141,225.35   sFT  0.99993348   -0 13 12.1
 AU2617;UTM  15      - 3,294,467.394   618,573.878   MT  0.99977347   +0 36 33.1
 AU2617
 AU2617                          SUPERSEDED SURVEY CONTROL
 AU2617
 AU2617  NAD 83(1986)-  29 46 29.47171(N)    091 46 24.21920(W) AD(       ) 4
 AU2617  NAD 27      -  29 46 28.72211(N)    091 46 23.79429(W) AD(       ) 3
 AU2617
 AU2617.Superseded values are not recommended for survey control.
 AU2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2617.See file dsdata.txt to determine how the superseded data were derived.
 AU2617
 AU2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1857494467(NAD 83)
 AU2617_MARKER: 63 = STACK
 AU2617
 AU2617  HISTORY     - Date     Condition        Report By
 AU2617  HISTORY     - 1933     FIRST OBSERVED   CGS
 AU2617  HISTORY     - 1947     GOOD             CGS
 AU2617  HISTORY     - 1948     GOOD             CGS
 AU2617  HISTORY     - 1955     GOOD             CGS
 AU2617
 AU2617                          STATION DESCRIPTION
 AU2617
 AU2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2617'THE TALL STEEL STACK, PAINTED WHITE, AT THE CYPREMORT PLANTATION,
 AU2617'AT THE POWER PLANT OF THE SUGAR REFINERY.  STATION WAS NOT VISITED.
 AU2617
 AU2617                          STATION RECOVERY (1947)
 AU2617
 AU2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2617'STATION RECOVERED AS DESCRIBED.  STACK IS 150-FOOT IRON
 AU2617'STRUCTURE NOW PAINTED BLACK WITH WHITE RING 15 FEET WIDE
 AU2617'ABOUT 10 FEET FROM THE TOP.
 AU2617
 AU2617                          STATION RECOVERY (1948)
 AU2617
 AU2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2617'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AU2617'AND COMPLETE WITH THE 1947 ADDITION.
 AU2617
 AU2617                          STATION RECOVERY (1955)
 AU2617
 AU2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2617'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION WITH
 AU2617'1947 CORRECTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1682 ***********************************************************************
 BX1682  DESIGNATION -  CYPRESS 1 USE
 BX1682  PID         -  BX1682
 BX1682  STATE/COUNTY-  LA/NATCHITOCHES
 BX1682  USGS QUAD   -  FLORA (1992)
 BX1682
 BX1682                         *CURRENT SURVEY CONTROL
 BX1682  ___________________________________________________________________
 BX1682* NAD 83(1986)-  31 36 24.     (N)    093 02 29.     (W)     SCALED    
 BX1682* NAVD 88     -        30.82   (+/-2cm)     101.1    (feet)  VERTCON   
 BX1682  ___________________________________________________________________
 BX1682  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1682
 BX1682  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1682
 BX1682.The horizontal coordinates were scaled from a topographic map and have
 BX1682.an estimated accuracy of +/- 6 seconds.
 BX1682
 BX1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1682.The vertical order pertains to the NGVD 29 superseded value.
 BX1682
 BX1682.The geoid height was determined by GEOID03.
 BX1682
 BX1682;                    North         East    Units  Estimated Accuracy
 BX1682;SPC LA N     -   122,830.      948,630.      MT  (+/- 180 meters Scaled)
 BX1682
 BX1682                          SUPERSEDED SURVEY CONTROL
 BX1682
 BX1682  NGVD 29 (??/??/??)   30.856  (m)          101.23   (f) ADJUSTED    1 2
 BX1682
 BX1682.Superseded values are not recommended for survey control.
 BX1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1682.See file dsdata.txt to determine how the superseded data were derived.
 BX1682
 BX1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ960968(NAD 83)
 BX1682_MARKER: P = PIPE CAP
 BX1682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1682_STAMPING: CYPRESS NO 1
 BX1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1682
 BX1682  HISTORY     - Date     Condition        Report By
 BX1682  HISTORY     - UNK      MONUMENTED       DOD
 BX1682  HISTORY     - 1938     GOOD             CGS
 BX1682
 BX1682                          STATION DESCRIPTION
 BX1682
 BX1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1682'IN CYPRESS.
 BX1682'AT CYPRESS, NATCHITOCHES PARISH, AT THE TEXAS AND PACIFIC RAILWAY
 BX1682'STATION, 70 FEET NORTH OF THE NORTH CENTER DOOR, AND 3 FEET NORTH OF A
 BX1682'FENCE.  A CORPS OF ENGINEERS, US ARMY STANDARD CAP STAMPED CYPRESS NO
 BX1682'1 AND FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1848 ***********************************************************************
 BJ1848  DESIGNATION -  CYPRESS HALL BOLT
 BJ1848  PID         -  BJ1848
 BJ1848  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1848  USGS QUAD   -  WALLS (1994)
 BJ1848
 BJ1848                         *CURRENT SURVEY CONTROL
 BJ1848  ___________________________________________________________________
 BJ1848* NAD 83(1986)-  30 30 45.     (N)    091 17 47.     (W)     SCALED    
 BJ1848* NAVD 88     -         7.83   (+/-2cm)      25.7    (feet)  VERTCON   
 BJ1848  ___________________________________________________________________
 BJ1848  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ1848
 BJ1848  VERT ORDER  -  ? (See Below)
 BJ1848
 BJ1848.The horizontal coordinates were scaled from a topographic map and have
 BJ1848.an estimated accuracy of +/- 6 seconds.
 BJ1848
 BJ1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1848.The vertical order pertains to the NGVD 29 superseded value.
 BJ1848
 BJ1848.The geoid height was determined by GEOID03.
 BJ1848
 BJ1848;                    North         East    Units  Estimated Accuracy
 BJ1848;SPC LA S     -   223,080.    1,003,550.      MT  (+/- 180 meters Scaled)
 BJ1848
 BJ1848                          SUPERSEDED SURVEY CONTROL
 BJ1848
 BJ1848  NGVD 29 (??/??/??)    7.826  (m)           25.68   (f) ADJUSTED    ?  
 BJ1848
 BJ1848.Superseded values are not recommended for survey control.
 BJ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1848.See file dsdata.txt to determine how the superseded data were derived.
 BJ1848
 BJ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP634768(NAD 83)
 BJ1848_MARKER: B = BOLT
 BJ1848_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1848_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1848
 BJ1848  HISTORY     - Date     Condition        Report By
 BJ1848  HISTORY     - UNK      MONUMENTED       DOD
 BJ1848  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1848
 BJ1848                          STATION DESCRIPTION
 BJ1848
 BJ1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1848'7.3 MI SE FROM WALLS.
 BJ1848'7.3 MILES SE ALONG THE LEVEE FROM WALLS, WEST BATON ROUGE PARISH, 3/4
 BJ1848'MILE BELOW DEVALLS LANDING, ON THE CYPRESS HALL PLANTATION, 325 FEET
 BJ1848'BACK FROM THE LEVEE, AT THE S SIDE OF THE PLANTATION RESIDENCE, 10
 BJ1848'FEET FROM THE LOWER FRONT OF A CHIMNEY, 98 FEET NE OF AN 18 INCH LIVE
 BJ1848'OAK TREE, AND 95 FEET SW OF ANOTHER 18 INCH LIVE OAK TREE.  A COPPER
 BJ1848'BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ1848'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 BJ1848'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1849 ***********************************************************************
 BJ1849  DESIGNATION -  CYPRESS HALL CAP
 BJ1849  PID         -  BJ1849
 BJ1849  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1849  USGS QUAD   -  WALLS (1994)
 BJ1849
 BJ1849                         *CURRENT SURVEY CONTROL
 BJ1849  ___________________________________________________________________
 BJ1849* NAD 83(1986)-  30 30 45.     (N)    091 17 47.     (W)     SCALED    
 BJ1849* NAVD 88     -         9.05   (+/-2cm)      29.7    (feet)  VERTCON   
 BJ1849  ___________________________________________________________________
 BJ1849  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ1849
 BJ1849  VERT ORDER  -  ? (See Below)
 BJ1849
 BJ1849.The horizontal coordinates were scaled from a topographic map and have
 BJ1849.an estimated accuracy of +/- 6 seconds.
 BJ1849
 BJ1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1849.The vertical order pertains to the NGVD 29 superseded value.
 BJ1849
 BJ1849.The geoid height was determined by GEOID03.
 BJ1849
 BJ1849;                    North         East    Units  Estimated Accuracy
 BJ1849;SPC LA S     -   223,080.    1,003,550.      MT  (+/- 180 meters Scaled)
 BJ1849
 BJ1849                          SUPERSEDED SURVEY CONTROL
 BJ1849
 BJ1849  NGVD 29 (??/??/??)    9.038  (m)           29.65   (f) ADJUSTED    ?  
 BJ1849
 BJ1849.Superseded values are not recommended for survey control.
 BJ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1849.See file dsdata.txt to determine how the superseded data were derived.
 BJ1849
 BJ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP634768(NAD 83)
 BJ1849_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1849_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1849_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1849
 BJ1849  HISTORY     - Date     Condition        Report By
 BJ1849  HISTORY     - UNK      MONUMENTED       DOD
 BJ1849  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1849  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1849
 BJ1849                          STATION DESCRIPTION
 BJ1849
 BJ1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1849'7.3 MI SE FROM WALLS.
 BJ1849'7.3 MILES SE ALONG THE LEVEE FROM WALLS, WEST BATON ROUGE PARISH, 3/4
 BJ1849'MILE BELOW DEVALLS LANDING, ON THE CYPRESS HALL PLANTATION, 325 FEET
 BJ1849'BACK FROM THE LEVEE, AT THE S SIDE OF THE PLANTATION RESIDENCE, 10
 BJ1849'FEET FROM THE LOWER FRONT OF A CHIMNEY, 98 FEET NE OF AN 18 INCH LIVE
 BJ1849'OAK TREE, AND 95 FEET SW OF ANOTHER 18 INCH LIVE OAK TREE.  AN IRON
 BJ1849'PIPE BEARING A CORPS OF ENGINEERS, STANDARD CAP.
 BJ1849
 BJ1849                          STATION RECOVERY (1976)
 BJ1849
 BJ1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1684 ***********************************************************************
 BX1684  DESIGNATION -  CYPRESS RM 1
 BX1684  PID         -  BX1684
 BX1684  STATE/COUNTY-  LA/NATCHITOCHES
 BX1684  USGS QUAD   -  FLORA (1992)
 BX1684
 BX1684                         *CURRENT SURVEY CONTROL
 BX1684  ___________________________________________________________________
 BX1684* NAD 83(1986)-  31 36 29.     (N)    093 02 40.     (W)     SCALED    
 BX1684* NAVD 88     -        30.80   (+/-2cm)     101.0    (feet)  VERTCON   
 BX1684  ___________________________________________________________________
 BX1684  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1684
 BX1684  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1684
 BX1684.The horizontal coordinates were scaled from a topographic map and have
 BX1684.an estimated accuracy of +/- 6 seconds.
 BX1684
 BX1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1684.The vertical order pertains to the NGVD 29 superseded value.
 BX1684
 BX1684.The geoid height was determined by GEOID03.
 BX1684
 BX1684;                    North         East    Units  Estimated Accuracy
 BX1684;SPC LA N     -   122,990.      948,340.      MT  (+/- 180 meters Scaled)
 BX1684
 BX1684                          SUPERSEDED SURVEY CONTROL
 BX1684
 BX1684  NGVD 29 (??/??/??)   30.845  (m)          101.20   (f) ADJUSTED    1 2
 BX1684
 BX1684.Superseded values are not recommended for survey control.
 BX1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1684.See file dsdata.txt to determine how the superseded data were derived.
 BX1684
 BX1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ957969(NAD 83)
 BX1684_MARKER: DR = REFERENCE MARK DISK
 BX1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1684_STAMPING: CYPRESS NO 1 1919
 BX1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1684+STABILITY: SURFACE MOTION
 BX1684
 BX1684  HISTORY     - Date     Condition        Report By
 BX1684  HISTORY     - 1919     MONUMENTED       CGS
 BX1684  HISTORY     - 1969     GOOD             CGS
 BX1684  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1684
 BX1684                          STATION DESCRIPTION
 BX1684
 BX1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1684'0.25 MI W FROM CYPRESS.
 BX1684'ABOUT 1/4 MILE WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1684'STATION AT CYPRESS, NATCHITOCHES PARISH, IN A COW PASTURE, 37 FEET
 BX1684'NORTH OF TRIANGULATION STATION CYPRESS, DESCRIBED ABOVE, AND 8 FEET
 BX1684'NORTH OF A FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED CYPRESS NO
 BX1684'1 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1684
 BX1684                          STATION RECOVERY (1980)
 BX1684
 BX1684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1684'THIS AREA WAS RECENTLY CLEARED AND MARK WOULD HAVE BEEN IN CUL-
 BX1684'TIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1683 ***********************************************************************
 BX1683  DESIGNATION -  CYPRESS=S 12 RESET
 BX1683  PID         -  BX1683
 BX1683  STATE/COUNTY-  LA/NATCHITOCHES
 BX1683  USGS QUAD   -  FLORA (1992)
 BX1683
 BX1683                         *CURRENT SURVEY CONTROL
 BX1683  ___________________________________________________________________
 BX1683* NAD 83(1992)-  31 36 28.75933(N)    093 02 39.68823(W)     ADJUSTED  
 BX1683* NAVD 88     -        30.82   (+/-2cm)     101.1    (feet)  VERTCON   
 BX1683  ___________________________________________________________________
 BX1683  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BX1683  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1683
 BX1683  HORZ ORDER  -  FIRST
 BX1683  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1683
 BX1683.The horizontal coordinates were established by classical geodetic methods
 BX1683.and adjusted by the National Geodetic Survey in January 1993..
 BX1683
 BX1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1683.The vertical order pertains to the NGVD 29 superseded value.
 BX1683
 BX1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1683
 BX1683.The geoid height was determined by GEOID03.
 BX1683
 BX1683;                    North         East     Units Scale Factor Converg.
 BX1683;SPC LA N     -   122,978.148   948,348.143   MT  0.99992926   -0 17 16.1
 BX1683;SPC LA N     -   403,470.81  3,111,372.20   sFT  0.99992926   -0 17 16.1
 BX1683;UTM  15      - 3,496,986.393   495,792.437   MT  0.99960022   -0 01 23.7
 BX1683
 BX1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1683!SPC LA N     -   0.99999927  x   0.99992926  =   0.99992853
 BX1683!UTM  15      -   0.99999927  x   0.99960022  =   0.99959949
 BX1683
 BX1683|---------------------------------------------------------------------|
 BX1683| PID    Reference Object                     Distance      Geod. Az  |
 BX1683|                                                           dddmmss.s |
 BX1683| CV8332 CYPRESS RM 2                         16.355 METERS 03328     |
 BX1683| CV8333 CYPRESS NO 1                                       1145130.5 |
 BX1683| CV8334 CYPRESS NO 2                                       1182845.3 |
 BX1683| CV8330 CYPRESS AZ MK 2                                    1192711.1 |
 BX1683| BX1684 CYPRESS RM 1                         11.196 METERS 34111     |
 BX1683| CV8331 CYPRESS RM                           11.236 METERS 34113     |
 BX1683|---------------------------------------------------------------------|
 BX1683
 BX1683                          SUPERSEDED SURVEY CONTROL
 BX1683
 BX1683  NAD 83(1986)-  31 36 28.77791(N)    093 02 39.68077(W) AD(       ) 1
 BX1683  NAD 27      -  31 36 28.18000(N)    093 02 39.08900(W) AD(       ) 1
 BX1683  NGVD 29 (??/??/??)   30.857  (m)          101.24   (f) ADJUSTED    1 2
 BX1683
 BX1683.Superseded values are not recommended for survey control.
 BX1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1683.See file dsdata.txt to determine how the superseded data were derived.
 BX1683
 BX1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9579296986(NAD 83)
 BX1683_MARKER: DS = TRIANGULATION STATION DISK
 BX1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1683_STAMPING: 101.319 CYPRESS S 12 1919
 BX1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1683+STABILITY: SURFACE MOTION
 BX1683
 BX1683  HISTORY     - Date     Condition        Report By
 BX1683  HISTORY     - 1919     MONUMENTED       CGS
 BX1683  HISTORY     - 1935     GOOD             CGS
 BX1683  HISTORY     - 1941     GOOD             CGS
 BX1683  HISTORY     - 1943     GOOD             USE
 BX1683  HISTORY     - 1969     GOOD             CGS
 BX1683  HISTORY     - 1969     GOOD             CGS
 BX1683
 BX1683                          STATION DESCRIPTION
 BX1683
 BX1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1683'STATION IS ABOUT 1/8 MILE W OF TEXAS AND PACIFIC RAILWAY DEPOT
 BX1683'AT CYPRESS, AT S EDGE OF ROAD, ON PROLONGATION OF TANGENT OF
 BX1683'S RAIL FROM W OF MAIN TRACK, ABOUT 100 METERS (328 FEET) W
 BX1683'OF TEXAS AND PACIFIC RAILWAY OIL STORAGE TANK, ABOUT 75 METERS
 BX1683'(246 FEET) N OF MAIN TRACK, AND 11.5 METERS (38 FEET) N OF
 BX1683'CENTER LINE OF Y-TRACK CONNECTING MAIN LINE WITH NATCHITOCHES
 BX1683'BRANCH.
 BX1683'
 BX1683'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX1683'DISKS SET IN CONCRETE.
 BX1683'
 BX1683'REFERENCE MARK IS 11.236 METERS (36.86 FEET) FROM STATION
 BX1683'N 18 DEG 47 MIN W.
 BX1683
 BX1683                          STATION RECOVERY (1935)
 BX1683
 BX1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1683'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BX1683'CONDITION.  BOTH MARKS ARE STAMPED CYPRESS 1935.
 BX1683'
 BX1683'THE TRACKS HAVE BEEN CHANGED AND THE NATCHITOCHES BRANCH IS
 BX1683'NOW THE MAIN LINE OF THE TEXAS AND PACIFIC RAILROAD, NEW
 BX1683'MEASUREMENTS ARE AS FOLLOWS--STATION IS 48.7 FEET N OF N RAIL,
 BX1683'64.4 FEET SE OF E GATEPOST, AND 63 FEET SW FROM A HACKBERRY
 BX1683'TREE JUST E OF SW CORNER OF DIPPING CORRAL.
 BX1683'
 BX1683'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BX1683'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 6.6 FEET S OF SW
 BX1683'CORNER OF STOCK DIPPING CORRAL AND 11 FEET W OF HACKBERRY TREE,
 BX1683'16.340 METERS (53.61 FEET) FROM STATION N 33 DEG
 BX1683'33 MIN 44 SEC E.  TO REFERENCE MARK NO. 1 IT IS 12.993 METERS
 BX1683'(42.62 FEET) S 76 DEG 27 MIN W.
 BX1683
 BX1683                          STATION RECOVERY (1941)
 BX1683
 BX1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX1683'STATION RECOVERED AS DESCRIBED EXCEPT FOR SMALL DIFFERENCES
 BX1683'IN THE DISTANCES TO THE REFERENCE MARKS WHICH MAY HAVE BEEN
 BX1683'DUE TO MOVEMENT OF THE STATION MARK AS IT APPEARS TO LEAN
 BX1683'SLIGHTLY.  COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS IN
 BX1683'THE TOWN OF CYPRESS ABOUT 1/8 MILE W OF THE TEXAS AND PACIFIC
 BX1683'RAILROAD DEPOT, ON A PROLONGATION OF A TANGENT OF THE S RAIL
 BX1683'OF THE MAIN TRACK FROM THE W, ABOUT 328 FEET W OF THE RAILROAD
 BX1683'OIL STORAGE TANK, 246 FEET N OF THE MAIN TRACK, 50 FEET N OF
 BX1683'THE Y-TRACK CONNECTING THE MAIN LINE WITH THE NATCHITOCHES
 BX1683'BRANCH, AND 63 FEET SW OF A TRIANGULAR BLAZED 24-INCH
 BX1683'HACKBERRY TREE.  STATION MARK IS STAMPED CYPRESS
 BX1683'1919 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BX1683'REFERENCE MARK NO. 1 IS LEVEL WITH THE STATION,
 BX1683'AND IS 87 FEET N OF THE Y-TRACK.  IT IS STAMPED CYPRESS NO.
 BX1683'1 1919 AND PROJECTS 2 INCHES.  REFERENCE MARK NO. 2 IS
 BX1683'LEVEL WITH THE STATION, 76 FEET N OF THE Y-TRACK, AND 11 FEET W
 BX1683'OF THE 24-INCH HACKBERRY TREE.  IT IS STAMPED CYPRESS NO. 2
 BX1683'1935 AND PROJECTS 4 INCHES.
 BX1683'
 BX1683'CYPRESS NO. 2 (U.S.E.) IS USED FOR THE AZIMUTH MARK.  IT IS
 BX1683'ABOUT 725 FEET SE OF THE TEXAS AND PACIFIC RAILROAD DEPOT,
 BX1683'45 FEET NE OF THE RAILROAD TRACKS, 39 FEET W OF THE CENTER
 BX1683'LINE OF STATE HIGHWAY 75, 34 FEET SW OF THE S END OF THE
 BX1683'HIGHWAY BRIDGE, AND 2 FEET W OF TELEPHONE POLE NO. 5470
 BX1683'(ONE OF A PAIR).  IT IS A STANDARD U.S. ENGINEERS BENCH MARK
 BX1683'DISK SET ON A 4-INCH CAST IRON PIPE.  IT IS STAMPED CYPRESS
 BX1683'NO. 2 AND PROJECTS 10 INCHES.
 BX1683'
 BX1683'A DIRECTION WAS TAKEN TO CYPRESS NO. 1 (U.S.E.) WHICH IS 83
 BX1683'FEET NE OF THE TEXAS AND PACIFIC RAILROAD DEPOT IN CYPRESS,
 BX1683'58 FEET NE OF THE MAIN LINE TRACKS, 25 FEET NE OF THE CENTER
 BX1683'LINE OF STREET, IN THE S CORNER OF A YARD, 21 FEET S OF THE
 BX1683'S CORNER OF A SMALL HOUSE.  IT IS 11 FEET NW OF FENCE CORNER,
 BX1683'12 FEET NE OF FENCE LINE AND 3 FEET E OF WHITE REFERENCE POST.
 BX1683'IT IS A STANDARD U.S. ENGINEERS BENCH MARK DISK SET ON A
 BX1683'4-INCH CAST IRON PIPE WHICH IS EMBEDDED IN THE GROUND.  THE
 BX1683'DISK IS STAMPED CYPRESS NO. 1 AND PROJECTS 6 INCHES.
 BX1683
 BX1683                          STATION RECOVERY (1943)
 BX1683
 BX1683'RECOVERY NOTE BY US ENGINEERS 1943
 BX1683'BENCH MARK CYPRESS NO. 2 (U.S.E.) AND BENCH MARK CYPRESS
 BX1683'NO. 3 (U.S.E.) ARE DESTROYED.  BENCH MARK CYPRESS NO. 1 (U.S.E.)
 BX1683'WAS RECOVERED IN GOOD CONDITION IN OCTOBER 1943.  MARKER IS
 BX1683'AN IRON PIPE WITH AN IRON CAP.
 BX1683'
 BX1683'STATION IS LOCATED AT CYPRESS, NATCHITOCHES PARISH, LOUISIANA.
 BX1683'83.5 FEET NE OF DEPOT, 58 FEET NE OF CENTER LINE OF MAIN TRACK
 BX1683'OF TEXAS AND PACIFIC RAILROAD, 150 FEET SW OF BAYOU, 50 FEET
 BX1683'SE OF STORE, 20 FEET NE OF CENTER LINE OF DIRT ROAD, 9 FEET
 BX1683'NE OF S CORNER OF GARDEN FENCE.
 BX1683
 BX1683                          STATION RECOVERY (1969)
 BX1683
 BX1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1683'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 BX1683'RECOVERED AND THE REFERENCE MARK WERE IN GOOD CONDITION.  THE
 BX1683'STATION MARK HAD BEEN HIT BY SOMETHING IT APPEARED AND A NEW
 BX1683'SURFACE MARK WAS SET IN THE ORIGINAL POSITION.  THE DISTANCE AND
 BX1683'DIRECTIONS CHECKED FAVORABLE.  A NEW DESCRIPTION FOLLOWS.
 BX1683'
 BX1683'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF CYPRESS AND
 BX1683'3-1/4 MILE EAST OF FLORA.
 BX1683'
 BX1683'TO REACH THE STATION FROM THE POST OFFICE IN CYPRESS, GO
 BX1683'SOUTHWESTERLY ON STATE HIGHWAY 120 AND 494 FOR 0.75 MILE TO RAIL
 BX1683'ROAD TRACKS, JUST AFTER CROSSING A BRIDGE, AND THE AZIMUTH MARK
 BX1683'ON THE RIGHT AT RAIL ROAD SIGNAL BLOCK.  CONTINUE AHEAD WEST FOR
 BX1683'0.05 MILE TO A SHARP TURN IN THE ROAD AND JUNCTION WHERE STATE
 BX1683'HIGHWAY 494 TURNS TO THE WEST AND STATE HIGHWAY 120 CONTINUES
 BX1683'AHEAD TO THE NORTHWEST.  CONTINUE AHEAD NORTHWEST ON STATE HIGHWAY
 BX1683'120 FOR 0.45 MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND
 BX1683'GO NORTHEAST CROSSING RAIL ROAD TRACKS FOR 0.05 MILE TO A
 BX1683'TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY ON TRACK
 BX1683'ROAD FOR 0.1 MILE TO THE STATION.
 BX1683'
 BX1683'THE STATION IS A STANDARD DISK, STAMPED CYRESS 1919 1969,
 BX1683'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX1683'PROJECTS 4 INCHES.  IT IS 6.4 FEET WEST OF A METAL WITNESS POST
 BX1683'WITH A SIGN ATTACHED, 28.5 FEET SOUTH OF A FENCE LINE AND
 BX1683'17.8 FEET NORTH OF A 10 INCH THORN TREE.
 BX1683'
 BX1683'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CYPRESS NO 1 1919,
 BX1683'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BX1683'WITH THE GROUND.  IT IS 38 FEET NORTH OF A METAL WITNESS POST
 BX1683'WITH A SIGN ATTACHED AND 9 FEET NORTHWEST OF A 10 INCH THORN TREE.
 BX1683'
 BX1683'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CYPRESS NO 2
 BX1683'1919, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT
 BX1683'PROJECTS 2 INCHES.  IT IS IN A FENCE LINE AND 48.6 FEET
 BX1683'NORTHEAST OF A METAL WITNESS POST.
 BX1683'
 BX1683'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CYPRESS 1919
 BX1683'1969 NO 2, SET IN A DRILL HOLE IN A 6 FEET BY 12-1/2 FEET
 BX1683'CONCRETE SLAB THAT SUPPORTS A SIGNAL LIGHT POLE WITH A SIGNAL
 BX1683'LIGHT AT THE TOP.  IT IS IN THE NORTHWEST CORNER OF CONCRETE
 BX1683'SLAB, 4-1/2 FEET SOUTH OF RAIL ROAD TRACK, 63.0 FEET WEST OF
 BX1683'A TELEPHONE POLE (NO 8313), AND 52 FEET SOUTHEAST OF A TELEPHONE
 BX1683'POLE (NO 8314).
 BX1683'
 BX1683'HEIGHT OF LIGHT ABOVE STATION MARK 126.64 FEET.
 BX1683'
 BX1683'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1683'ABOUT 1/2 MILE SOUTHWEST OF CYPRESS.
 BX1683
 BX1683                          STATION RECOVERY (1969)
 BX1683
 BX1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1683'IN CYPRESS.
 BX1683'ABOUT 1/4 MILE WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1683'STATION AT CYPRESS, NATCHITOCHES PARISH, ABOUT 325 FEET WEST-SOUTHWEST
 BX1683'OF A LARGE BLACK STORAGE TANK, ABOUT 300 FEET NORTH-NORTHWEST OF A
 BX1683'SCALE HOUSE, ABOUT 250 FEET NORTH OF THE MAIN TRACK, 38 FEET NORTH OF
 BX1683'THE CENTER LINE OF A WYE TRACK, AND ON THE PROLONGATION OF THE SOUTH
 BX1683'RAIL OF THE WEST TANGENT.  A STANDARD TRIANGULATION-STATION DISK,
 BX1683'STAMPED 101.319 CYPRESS S 12 1919 AND SET IN THE TOP OF A CONCRETE
 BX1683'POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6329 ***********************************************************************
 AH6329  DESIGNATION -  D 1
 AH6329  PID         -  AH6329
 AH6329  STATE/COUNTY-  LA/TERREBONNE
 AH6329  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AH6329
 AH6329                         *CURRENT SURVEY CONTROL
 AH6329  ___________________________________________________________________
 AH6329* NAD 83(1992)-  29 22 00.54656(N)    090 48 47.01752(W)     ADJUSTED  
 AH6329* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6329  **This station is located in a subsidence area (see below).
 AH6329  ___________________________________________________________________
 AH6329  X           -     -78,939.450 (meters)                     COMP
 AH6329  Y           -  -5,562,432.488 (meters)                     COMP
 AH6329  Z           -   3,109,386.281 (meters)                     COMP
 AH6329  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6329  ELLIP HEIGHT-         -23.70  (meters)          (02/21/02) GPS OBS
 AH6329  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6329
 AH6329  HORZ ORDER  -  FIRST
 AH6329  ELLP ORDER  -  FIFTH     CLASS I
 AH6329
 AH6329.The horizontal coordinates were established by GPS observations
 AH6329.and adjusted by the National Geodetic Survey in December 1998..
 AH6329
 AH6329 ** The orthometric height has not been validated since last determined
 AH6329 ** by differential leveling and should not be used for control purposes.
 AH6329 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6329 ** area with valid NAVD 88 orthometric heights.
 AH6329 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6329 ** epoch indicated which incorporates improved geoid heights for the
 AH6329 ** Southern Louisiana Subsidence area.
 AH6329 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6329.The orthometric height was determined by GPS observations and a
 AH6329.high-resolution geoid model.
 AH6329
 AH6329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6329
 AH6329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6329
 AH6329.The ellipsoidal height was determined by GPS observations
 AH6329.and is referenced to NAD 83.
 AH6329
 AH6329.The geoid height was determined by GEOID03.
 AH6329
 AH6329;                    North         East     Units Scale Factor Converg.
 AH6329;SPC LA S     -    96,198.522 1,050,513.950   MT  0.99998653   +0 15 36.5
 AH6329;SPC LA S     -   315,611.32  3,446,561.18   sFT  0.99998653   +0 15 36.5
 AH6329;UTM  15      - 3,250,614.421   712,278.314   MT  1.00015606   +1 04 22.4
 AH6329
 AH6329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6329!SPC LA S     -   1.00000372  x   0.99998653  =   0.99999025
 AH6329!UTM  15      -   1.00000372  x   1.00015606  =   1.00015978
 AH6329
 AH6329:                Primary Azimuth Mark                     Grid Az
 AH6329:SPC LA S     -  D 1 AZ MK                                047 04 33.5
 AH6329:UTM  15      -  D 1 AZ MK                                046 15 47.6
 AH6329
 AH6329|---------------------------------------------------------------------|
 AH6329| PID    Reference Object                     Distance      Geod. Az  |
 AH6329|                                                           dddmmss.s |
 AH6329| AH6330 D 1 AZ MK                           419.436 METERS 0472010.0 |
 AH6329|---------------------------------------------------------------------|
 AH6329
 AH6329                          SUPERSEDED SURVEY CONTROL
 AH6329
 AH6329  ELLIP H (12/17/98)  -23.69   (m)                       GP(       ) 4 2
 AH6329
 AH6329.Superseded values are not recommended for survey control.
 AH6329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6329.See file dsdata.txt to determine how the superseded data were derived.
 AH6329
 AH6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1227850614(NAD 83)
 AH6329_MARKER: DD = SURVEY DISK
 AH6329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6329_STAMPING: D-1 1993
 AH6329_MARK LOGO: TPCG  
 AH6329_PROJECTION: FLUSH
 AH6329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6329+STABILITY: SURFACE MOTION
 AH6329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6329+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6329
 AH6329  HISTORY     - Date     Condition        Report By
 AH6329  HISTORY     - 1993     MONUMENTED       GSENG
 AH6329
 AH6329                          STATION DESCRIPTION
 AH6329
 AH6329'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6329'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6329'LA. HIGHWAY 315, (TOWNSHIP 20 SOUTH RANGE 16 EAST SECTION 3). MONUMENT
 AH6329'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 AH6329'MONUMENT IS ABOUT 1.87 MI (3.01 KM) NORTH OF U.S.C. AND G.S.
 AH6329'TRIANGULATION STATION BLAN, 16.12 FT (4.91 M) NORTH OF A NAIL/SHINER
 AH6329'IN THE CENTERLINE OF LA. HIGHWAY 315, 55.35 FT (16.87 M) NORTHEAST OF
 AH6329'THE WEST END OF A 12 INCH CONCRETE CULVERT UNDER A SHELL DRIVEWAY,
 AH6329'93.00 FT (28.35 M) NORTHWEST OF A NAIL/BOTTLE CAP IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6330 ***********************************************************************
 AH6330  DESIGNATION -  D 1 AZ MK
 AH6330  PID         -  AH6330
 AH6330  STATE/COUNTY-  LA/TERREBONNE
 AH6330  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AH6330
 AH6330                         *CURRENT SURVEY CONTROL
 AH6330  ___________________________________________________________________
 AH6330* NAD 83(1992)-  29 22 09.77851(N)    090 48 35.58133(W)     ADJUSTED  
 AH6330* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6330  **This station is located in a subsidence area (see below).
 AH6330  ___________________________________________________________________
 AH6330  X           -     -78,629.084 (meters)                     COMP
 AH6330  Y           -  -5,562,298.124 (meters)                     COMP
 AH6330  Z           -   3,109,634.365 (meters)                     COMP
 AH6330  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6330  ELLIP HEIGHT-         -22.95  (meters)          (02/21/02) GPS OBS
 AH6330  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AH6330
 AH6330  HORZ ORDER  -  FIRST
 AH6330  ELLP ORDER  -  FIFTH     CLASS I
 AH6330
 AH6330.The horizontal coordinates were established by GPS observations
 AH6330.and adjusted by the National Geodetic Survey in December 1998..
 AH6330
 AH6330 ** The orthometric height has not been validated since last determined
 AH6330 ** by differential leveling and should not be used for control purposes.
 AH6330 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6330 ** area with valid NAVD 88 orthometric heights.
 AH6330 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6330 ** epoch indicated which incorporates improved geoid heights for the
 AH6330 ** Southern Louisiana Subsidence area.
 AH6330 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6330.The orthometric height was determined by GPS observations and a
 AH6330.high-resolution geoid model.
 AH6330
 AH6330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6330
 AH6330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6330
 AH6330.The ellipsoidal height was determined by GPS observations
 AH6330.and is referenced to NAD 83.
 AH6330
 AH6330.The geoid height was determined by GEOID03.
 AH6330
 AH6330;                    North         East     Units Scale Factor Converg.
 AH6330;SPC LA S     -    96,484.166 1,050,821.082   MT  0.99998604   +0 15 42.2
 AH6330;SPC LA S     -   316,548.47  3,447,568.83   sFT  0.99998604   +0 15 42.2
 AH6330;UTM  15      - 3,250,904.442   712,581.414   MT  1.00015765   +1 04 28.3
 AH6330
 AH6330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6330!SPC LA S     -   1.00000360  x   0.99998604  =   0.99998964
 AH6330!UTM  15      -   1.00000360  x   1.00015765  =   1.00016126
 AH6330
 AH6330:                Primary Azimuth Mark                     Grid Az
 AH6330:SPC LA S     -  D 1                                      227 04 33.4
 AH6330:UTM  15      -  D 1                                      226 15 47.3
 AH6330
 AH6330|---------------------------------------------------------------------|
 AH6330| PID    Reference Object                     Distance      Geod. Az  |
 AH6330|                                                           dddmmss.s |
 AH6330| AH6329 D 1                                 419.436 METERS 2272015.6 |
 AH6330|---------------------------------------------------------------------|
 AH6330
 AH6330                          SUPERSEDED SURVEY CONTROL
 AH6330
 AH6330  ELLIP H (12/17/98)  -22.94   (m)                       GP(       ) 4 2
 AH6330
 AH6330.Superseded values are not recommended for survey control.
 AH6330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6330.See file dsdata.txt to determine how the superseded data were derived.
 AH6330
 AH6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1258150904(NAD 83)
 AH6330_MARKER: DD = SURVEY DISK
 AH6330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6330_STAMPING: D-1 AZ MK 1993
 AH6330_MARK LOGO: TPCG  
 AH6330_PROJECTION: FLUSH
 AH6330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6330+STABILITY: SURFACE MOTION
 AH6330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6330+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6330
 AH6330  HISTORY     - Date     Condition        Report By
 AH6330  HISTORY     - 1993     MONUMENTED       GSENG
 AH6330
 AH6330                          STATION DESCRIPTION
 AH6330
 AH6330'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6330'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6330'LA. HIGHWAY 315, (TOWNSHIP 20 SOUTH RANGE 16 EAST SECTION 3). MONUMENT
 AH6330'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 AH6330'MONUMENT IS ABOUT 2.14 MI (3.44 KM) NORTH OF U.S.C. AND G.S.
 AH6330'TRIANGULATION STATION BLAN, 17.15 FT (5.23 M) SOUTH OF A NAIL/SHINER
 AH6330'IN THE CENTERLINE OF LA. HIGHWAY 315, 27.13 FT (8.27 M) WEST OF A
 AH6330'NAIL/BOTTLE CAP IN POWER POLE NO. BD 226, 86.05 FT (26.23 M) NORTHEAST
 AH6330'OF TELEPHONE PEDESTAL NO. 689.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1989 ***********************************************************************
 BX1989  DESIGNATION -  D 100
 BX1989  PID         -  BX1989
 BX1989  STATE/COUNTY-  LA/VERNON
 BX1989  USGS QUAD   -  LEESVILLE (1994)
 BX1989
 BX1989                         *CURRENT SURVEY CONTROL
 BX1989  ___________________________________________________________________
 BX1989* NAD 83(1986)-  31 13 48.     (N)    093 20 07.     (W)     SCALED    
 BX1989* NAVD 88     -        80.88   (+/-2cm)     265.4    (feet)  VERTCON   
 BX1989  ___________________________________________________________________
 BX1989  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX1989
 BX1989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1989
 BX1989.The horizontal coordinates were scaled from a topographic map and have
 BX1989.an estimated accuracy of +/- 6 seconds.
 BX1989
 BX1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1989.The vertical order pertains to the NGVD 29 superseded value.
 BX1989
 BX1989.The geoid height was determined by GEOID03.
 BX1989
 BX1989;                    North         East    Units  Estimated Accuracy
 BX1989;SPC LA N     -    81,250.      920,420.      MT  (+/- 180 meters Scaled)
 BX1989
 BX1989                          SUPERSEDED SURVEY CONTROL
 BX1989
 BX1989  NGVD 29 (??/??/??)   80.975  (m)          265.67   (f) ADJUSTED    2 0
 BX1989
 BX1989.Superseded values are not recommended for survey control.
 BX1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1989.See file dsdata.txt to determine how the superseded data were derived.
 BX1989
 BX1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ680551(NAD 83)
 BX1989_MARKER: DB = BENCH MARK DISK
 BX1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1989_STAMPING: D 100 1938
 BX1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1989+STABILITY: SURFACE MOTION
 BX1989
 BX1989  HISTORY     - Date     Condition        Report By
 BX1989  HISTORY     - 1938     MONUMENTED       CGS
 BX1989  HISTORY     - 1943     GOOD             CGS
 BX1989  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1989
 BX1989                          STATION DESCRIPTION
 BX1989
 BX1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1989'1.8 MI SE FROM ANACOCO.
 BX1989'1.8 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1989'ANACOCO, VERNON PARISH, 0.2 MILE SOUTHEAST OF MILEPOST 660, AT A ROAD
 BX1989'CROSSING, 40 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 35 FEET
 BX1989'SOUTHWEST OF THE SOUTHWEST RAIL, AND 1 FOOT FROM A WIRE FENCE.  A
 BX1989'STANDARD DISK, STAMPED D 100 1938 AND SET IN THE TOP OF A CONCRETE
 BX1989'POST.
 BX1989
 BX1989                          STATION RECOVERY (2001)
 BX1989
 BX1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1989'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2173 ***********************************************************************
 BX2173  DESIGNATION -  D 102
 BX2173  PID         -  BX2173
 BX2173  STATE/COUNTY-  LA/DE SOTO
 BX2173  USGS QUAD   -  PELICAN (1992)
 BX2173
 BX2173                         *CURRENT SURVEY CONTROL
 BX2173  ___________________________________________________________________
 BX2173* NAD 83(1986)-  31 54 42.     (N)    093 36 56.     (W)     SCALED    
 BX2173* NAVD 88     -        83.41   (+/-2cm)     273.7    (feet)  VERTCON   
 BX2173  ___________________________________________________________________
 BX2173  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX2173
 BX2173  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2173
 BX2173.The horizontal coordinates were scaled from a topographic map and have
 BX2173.an estimated accuracy of +/- 6 seconds.
 BX2173
 BX2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2173.The vertical order pertains to the NGVD 29 superseded value.
 BX2173
 BX2173.The geoid height was determined by GEOID03.
 BX2173
 BX2173;                    North         East    Units  Estimated Accuracy
 BX2173;SPC LA N     -   157,060.      894,500.      MT  (+/- 180 meters Scaled)
 BX2173
 BX2173                          SUPERSEDED SURVEY CONTROL
 BX2173
 BX2173  NGVD 29 (??/??/??)   83.450  (m)          273.79   (f) ADJUSTED    1 2
 BX2173
 BX2173.Superseded values are not recommended for survey control.
 BX2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2173.See file dsdata.txt to determine how the superseded data were derived.
 BX2173
 BX2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR418308(NAD 83)
 BX2173_MARKER: DB = BENCH MARK DISK
 BX2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2173_STAMPING: D-102 1938
 BX2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2173+STABILITY: SURFACE MOTION
 BX2173
 BX2173  HISTORY     - Date     Condition        Report By
 BX2173  HISTORY     - 1938     MONUMENTED       CGS
 BX2173  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX2173  HISTORY     - 19970112 GOOD             USPSQD
 BX2173
 BX2173                          STATION DESCRIPTION
 BX2173
 BX2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2173'2.6 MI NW FROM PELICAN.
 BX2173'ABOUT 2.6 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2173'STATION AT PELICAN, DE SOTO PARISH, ABOUT 19 POLES NORTHWEST OF
 BX2173'MILEPOST 277, ABOUT 9 POLES SOUTHEAST OF THE SOUTHEAST END OF TRESTLE
 BX2173'277.7, ON A HIGH DUMP, AND 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX2173'MAIN TRACK.  A STANDARD DISK, STAMPED D 102 1938 AND SET IN THE TOP OF
 BX2173'A CONCRETE POST.
 BX2173
 BX2173                          STATION RECOVERY (1986)
 BX2173
 BX2173'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 BX2173'MARK NOT FOUND.
 BX2173
 BX2173                          STATION RECOVERY (1997)
 BX2173
 BX2173'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1642 ***********************************************************************
 CQ1642  DESIGNATION -  D 105
 CQ1642  PID         -  CQ1642
 CQ1642  STATE/COUNTY-  LA/DE SOTO
 CQ1642  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ1642
 CQ1642                         *CURRENT SURVEY CONTROL
 CQ1642  ___________________________________________________________________
 CQ1642* NAD 83(1986)-  32 03 09.     (N)    093 36 59.     (W)     SCALED    
 CQ1642* NAVD 88     -        65.94   (+/-2cm)     216.3    (feet)  VERTCON   
 CQ1642  ___________________________________________________________________
 CQ1642  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1642
 CQ1642  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1642
 CQ1642.The horizontal coordinates were scaled from a topographic map and have
 CQ1642.an estimated accuracy of +/- 6 seconds.
 CQ1642
 CQ1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1642.The vertical order pertains to the NGVD 29 superseded value.
 CQ1642
 CQ1642.The geoid height was determined by GEOID03.
 CQ1642
 CQ1642;                    North         East    Units  Estimated Accuracy
 CQ1642;SPC LA N     -   172,680.      894,580.      MT  (+/- 180 meters Scaled)
 CQ1642
 CQ1642                          SUPERSEDED SURVEY CONTROL
 CQ1642
 CQ1642  NGVD 29 (??/??/??)   65.997  (m)          216.53   (f) ADJUSTED    1 2
 CQ1642
 CQ1642.Superseded values are not recommended for survey control.
 CQ1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1642.See file dsdata.txt to determine how the superseded data were derived.
 CQ1642
 CQ1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR418464(NAD 83)
 CQ1642_MARKER: DB = BENCH MARK DISK
 CQ1642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1642_SP_SET: CULVERT
 CQ1642_STAMPING: D 105 1938
 CQ1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1642
 CQ1642  HISTORY     - Date     Condition        Report By
 CQ1642  HISTORY     - 1938     MONUMENTED       CGS
 CQ1642  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1642  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1642  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1642
 CQ1642                          STATION DESCRIPTION
 CQ1642
 CQ1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1642'5.3 MI E FROM MANSFIELD.
 CQ1642'5.3 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN
 CQ1642'RAILWAY STATION AT MANSFIELD, DE SOTO PARISH, AT THE BOTTOM OF THE
 CQ1642'NORTHEAST SLOPE OF A HILL, AT A 4-BY 4-FOOT CONCRETE BOX CULVERT, AND
 CQ1642'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL.  A STANDARD
 CQ1642'DISK, STAMPED D 105 1938.  NOTE-- THERE IS A NEW ROAD ALIGNMENT IN
 CQ1642'THIS AREA BUT THE DESCRIBED CULVERT WAS LEFT UNDESTROYED. HOWEVER, THE
 CQ1642'MARK WAS NOT FOUND UNDER THE OVERBURDEN ON THE CULVERT.
 CQ1642
 CQ1642                          STATION RECOVERY (1974)
 CQ1642
 CQ1642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1642'MARK NOT FOUND.
 CQ1642
 CQ1642                          STATION RECOVERY (1996)
 CQ1642
 CQ1642'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0681 ***********************************************************************
 BW0681  DESIGNATION -  D 106
 BW0681  PID         -  BW0681
 BW0681  STATE/COUNTY-  LA/TENSAS
 BW0681  USGS QUAD   -  WIDOWS CREEK (1986)
 BW0681
 BW0681                         *CURRENT SURVEY CONTROL
 BW0681  ___________________________________________________________________
 BW0681* NAD 83(1986)-  31 59 53.     (N)    091 06 22.     (W)     SCALED    
 BW0681* NAVD 88     -        21.39   (+/-2cm)      70.2    (feet)  VERTCON   
 BW0681  ___________________________________________________________________
 BW0681  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0681
 BW0681  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0681
 BW0681.The horizontal coordinates were scaled from a topographic map and have
 BW0681.an estimated accuracy of +/- 6 seconds.
 BW0681
 BW0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0681.The vertical order pertains to the NGVD 29 superseded value.
 BW0681
 BW0681.The geoid height was determined by GEOID03.
 BW0681
 BW0681;                    North         East    Units  Estimated Accuracy
 BW0681;SPC LA N     -   166,940.    1,131,700.      MT  (+/- 180 meters Scaled)
 BW0681
 BW0681                          SUPERSEDED SURVEY CONTROL
 BW0681
 BW0681  NGVD 29 (??/??/92)   21.410  (m)           70.24   (f) ADJ UNCH    1 2
 BW0681
 BW0681.Superseded values are not recommended for survey control.
 BW0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0681.See file dsdata.txt to determine how the superseded data were derived.
 BW0681
 BW0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR789417(NAD 83)
 BW0681_MARKER: DB = BENCH MARK DISK
 BW0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0681_STAMPING: D 106 1938
 BW0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0681+STABILITY: SURFACE MOTION
 BW0681
 BW0681  HISTORY     - Date     Condition        Report By
 BW0681  HISTORY     - 1938     MONUMENTED       CGS
 BW0681
 BW0681                          STATION DESCRIPTION
 BW0681
 BW0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0681'9.5 MI NE FROM ST JOSEPH.
 BW0681'9-1/2 MILES NORTHEAST OF ST. JOSEPH, TENSAS PARISH, IN UPPER HARD
 BW0681'SCRABBLE BEND, OPPOSITE A POINT 1-1/2 MILES ABOVE WHITEHALL LANDING,
 BW0681'ON DISHAROON BAR, ON THE LANDSIDE EDGE OF A RIDGE PARALLELING
 BW0681'MISSISSIPPI RIVER, 900  FEET BELOW A SAND MOUND SHOWING AT THE WILLOW
 BW0681'LINE (THE SECOND SUCH MOUND BELOW COFFEE POINT), 150 FEET ABOVE A
 BW0681'SMALLER MOUND AT THE BACK OF A SAND BAR, 18.2 FEET NORTHWEST OF A
 BW0681'BLAZED 6-INCH WILLOW TREE, 12.8 FEET SOUTHWEST OF A BLAZED 8-INCH
 BW0681'WILLOW TREE, 10.3 FEET NORTHEAST OF A BLAZED 9-INCH WILLOW TREE, AND
 BW0681'7.5 FEET SOUTHEAST OF A BLAZED 8-INCH WILLOW TREE.  A STANDARD DISK
 BW0681'SET IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1330 ***********************************************************************
 BW1330  DESIGNATION -  D 108
 BW1330  PID         -  BW1330
 BW1330  STATE/COUNTY-  LA/CONCORDIA
 BW1330  USGS QUAD   -  FAIRVIEW (1983)
 BW1330
 BW1330                         *CURRENT SURVEY CONTROL
 BW1330  ___________________________________________________________________
 BW1330* NAD 83(1986)-  31 16 59.     (N)    091 32 41.     (W)     SCALED    
 BW1330* NAVD 88     -        17.55   (+/-2cm)      57.6    (feet)  VERTCON   
 BW1330  ___________________________________________________________________
 BW1330  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BW1330
 BW1330  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1330
 BW1330.The horizontal coordinates were scaled from a topographic map and have
 BW1330.an estimated accuracy of +/- 6 seconds.
 BW1330
 BW1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1330.The vertical order pertains to the NGVD 29 superseded value.
 BW1330
 BW1330.The geoid height was determined by GEOID03.
 BW1330
 BW1330;                    North         East    Units  Estimated Accuracy
 BW1330;SPC LA N     -    87,220.    1,090,960.      MT  (+/- 180 meters Scaled)
 BW1330
 BW1330                          SUPERSEDED SURVEY CONTROL
 BW1330
 BW1330  NGVD 29 (??/??/92)   17.536  (m)           57.53   (f) ADJ UNCH    1 2
 BW1330
 BW1330.Superseded values are not recommended for survey control.
 BW1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1330.See file dsdata.txt to determine how the superseded data were derived.
 BW1330
 BW1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ385618(NAD 83)
 BW1330_MARKER: DB = BENCH MARK DISK
 BW1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1330_STAMPING: D 108 1938
 BW1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1330+STABILITY: SURFACE MOTION
 BW1330
 BW1330  HISTORY     - Date     Condition        Report By
 BW1330  HISTORY     - 1938     MONUMENTED       CGS
 BW1330  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1330
 BW1330                          STATION DESCRIPTION
 BW1330
 BW1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1330'6.5 MI NE FROM SLOCUM.
 BW1330'6-1/2 MILES NORTHEAST ALONG STATE HIGHWAY 49 FROM SLOCUM, CONCORDIA
 BW1330'PARISH, ON EXCELSIOR PLANTATION, AT THE NORTHWEST CORNER OF THE POST
 BW1330'OFFICE AT FAIRVIEW, 150 FEET EAST OF A PECAN GROVE, 125 FEET SOUTHWEST
 BW1330'OF A LARGE HOUSE, 100 FEET SOUTHEAST OF AN OLD SCHOOLHOUSE, AND 70
 BW1330'FEET FROM THE CENTERLINE OF A ROAD.  A STANDARD DISK SET IN THE TOP OF
 BW1330'A CONCRETE POST.
 BW1330
 BW1330                          STATION RECOVERY (1966)
 BW1330
 BW1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1271 ***********************************************************************
 BK1271  DESIGNATION -  D 109
 BK1271  PID         -  BK1271
 BK1271  STATE/COUNTY-  LA/BEAUREGARD
 BK1271  USGS QUAD   -  DERIDDER (1994)
 BK1271
 BK1271                         *CURRENT SURVEY CONTROL
 BK1271  ___________________________________________________________________
 BK1271* NAD 83(1986)-  30 49 55.     (N)    093 20 04.     (W)     SCALED    
 BK1271* NAVD 88     -        60.402  (meters)     198.17   (feet)  ADJUSTED  
 BK1271  ___________________________________________________________________
 BK1271  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK1271  DYNAMIC HT  -          60.325 (meters)     197.92  (feet)  COMP
 BK1271  MODELED GRAV-     979,371.8   (mgal)                       NAVD 88
 BK1271
 BK1271  VERT ORDER  -  SECOND    CLASS 0
 BK1271
 BK1271.This mark is at Beauregard Parish Airport (DRI)
 BK1271
 BK1271.The horizontal coordinates were scaled from a topographic map and have
 BK1271.an estimated accuracy of +/- 6 seconds.
 BK1271
 BK1271.The orthometric height was determined by differential leveling
 BK1271.and adjusted by the National Geodetic Survey in February 1994..
 BK1271
 BK1271.The geoid height was determined by GEOID03.
 BK1271
 BK1271.The dynamic height is computed by dividing the NAVD 88
 BK1271.geopotential number by the normal gravity value computed on the
 BK1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1271.degrees latitude (g = 980.6199 gals.).
 BK1271
 BK1271.The modeled gravity was interpolated from observed gravity values.
 BK1271
 BK1271;                    North         East    Units  Estimated Accuracy
 BK1271;SPC LA S     -   260,160.      808,560.      MT  (+/- 180 meters Scaled)
 BK1271
 BK1271                          SUPERSEDED SURVEY CONTROL
 BK1271
 BK1271  NGVD 29 (??/??/??)   60.576  (m)          198.74   (f) ADJUSTED    2 0
 BK1271
 BK1271.Superseded values are not recommended for survey control.
 BK1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1271.See file dsdata.txt to determine how the superseded data were derived.
 BK1271
 BK1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ680110(NAD 83)
 BK1271_MARKER: DB = BENCH MARK DISK
 BK1271_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BK1271+WITH SETTING: PAVEMENT
 BK1271_SP_SET: TOWER FOUNDATION
 BK1271_STAMPING: D 109 1945
 BK1271_MARK LOGO: CGS   
 BK1271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1271+STABILITY: SURFACE MOTION
 BK1271
 BK1271  HISTORY     - Date     Condition        Report By
 BK1271  HISTORY     - 1945     MONUMENTED       CGS
 BK1271  HISTORY     - 1970     GOOD             LADTD
 BK1271  HISTORY     - 1984     GOOD             LADTD
 BK1271  HISTORY     - 19861231 GOOD             LADTD
 BK1271  HISTORY     - 19870615 GOOD             NGS
 BK1271  HISTORY     - 20011125 GOOD             USPSQD
 BK1271  HISTORY     - 20051229 GOOD             AERODA
 BK1271
 BK1271                          STATION DESCRIPTION
 BK1271
 BK1271'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1271'4.90 MI SW FROM DE RIDDER.
 BK1271'ABOUT 0.1 MILE NORTH ALONG STEWART STREET FROM THE COURTHOUSE AT
 BK1271'DERIDDER, THENCE 1.9 MILES SOUTHWEST ALONG US 190, THENCE 0.55 MILE
 BK1271'SOUTH ALONG A PARISH ROAD, THENCE 0.3 MILE WEST ALONG STATE ROUTE
 BK1271'3099, THENCE 0.5 MILE SOUTH ALONG A PARISH ROAD, THENCE 0.65 MILE WEST
 BK1271'ALONG A PARISH ROAD LEADING TO THE DERIDDER AIRPORT, LOCATED WEST OF
 BK1271'THE HANGER IN AN OLD FOUNDATION OF A LIGHT POLE, 13 FEET NORTH OF THE
 BK1271'NORTHWEST LEG OF A LIGHT TOWER, 11.5 FEET SOUTH OF THE SOUTH EDGE OF A
 BK1271'SIDEWALK, 30.5 FEET SOUTHWEST OF THE CENTER OF TWO WOODEN DOORS
 BK1271'LEADING INTO THE HANGER, ABOUT 1 FOOT ABOVE ROADWAY, DRILLED IN
 BK1271'CONCRETE FOUNDATION.  SEC 6, T3S, R9W.
 BK1271
 BK1271                          STATION RECOVERY (1984)
 BK1271
 BK1271'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1271'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.2 KM
 BK1271'(0.1 MILE) NORTH ALONG STEWART STREET FROM THE COURT HOUSE AT DE
 BK1271'RIDDER, THENCE 3.0 KM (1.9 MILES) SOUTHWEST ALONG US 190, THENCE
 BK1271'0.8 KM (0.5 MILES) WEST ALONG LA.3099, THENCE 0.8 KM (0.5 MILE) SOUTH
 BK1271'ALONG LA3099, THENCE 1.0KM (0.6 MILES) WEST ALONG A PARISH ROAD
 BK1271'LEADING TO THE DE RIDDER AIRPORT LOCATED WEST OF THE HANGER IN AN OLD
 BK1271'FOUNDATION OF A LIGHT POLE, 4.0 METERS (13.0 FEET) NORTH OF THE
 BK1271'NORTHWEST LEG OF A LIGHT TOWER, 3.5 METERS (11.5 FEET) SOUTH OF THE
 BK1271'SOUTH EDGE OF A SIDEWALK, 9.3 METERS (30.5 FEET) SOUTHWEST OF THE
 BK1271'CENTER OF TWO WOODEN DOORS LEADING INTO THE HANGER.
 BK1271'THE MARK IS 0.3 M ABOVE THE ROADWAY.
 BK1271
 BK1271                          STATION RECOVERY (1986)
 BK1271
 BK1271'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BK1271'RECOVERED IN GOOD CONDITION.
 BK1271
 BK1271                          STATION RECOVERY (1987)
 BK1271
 BK1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BK1271'THE STATION IS LOCATED IN THE EAST PART OF THE AIRPORT IN THE LAWN OF
 BK1271'THE MAIN HANGAR NEAR THE AIRPORT BEACON.  IT IS 40.9 FT (12.5 M) EAST
 BK1271'OF THE SOUTHERLY ONE OF TWO FLAGPOLES, 28.4 FT (8.7 M) WEST OF THE
 BK1271'WEST WALL OF THE HANGAR, 12.4 FT (3.8 M) NORTH OF THE NORTHWEST
 BK1271'SUPPORT OF THE AIRPORT BEACON, AND 7.7 FT (2.3 M) SOUTH OF THE SOUTH
 BK1271'EDGE OF AN EAST-WEST SIDEWALK.  IT IS A CGS BENCH MARK DISK STAMPED D
 BK1271'109 1945, AND SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 1 FT
 BK1271'(0.3 M) X 2 FT (0.6 M) CONCRETE PAD WHICH WAS FORMERLY THE BASE OF A
 BK1271'LIGHTPOLE.  ORIGINAL DESCRIPTION IS IN NGS VERTICAL CONTROL DATA, QUAD
 BK1271'300931, LINE 102.
 BK1271
 BK1271                          STATION RECOVERY (2001)
 BK1271
 BK1271'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1271'RECOVERED IN GOOD CONDITION.
 BK1271
 BK1271                          STATION RECOVERY (2005)
 BK1271
 BK1271'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BK1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2098 ***********************************************************************
 CQ2098  DESIGNATION -  D 111
 CQ2098  PID         -  CQ2098
 CQ2098  STATE/COUNTY-  LA/CADDO
 CQ2098  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2098
 CQ2098                         *CURRENT SURVEY CONTROL
 CQ2098  ___________________________________________________________________
 CQ2098* NAD 83(1986)-  32 32 01.     (N)    093 44 59.     (W)     SCALED    
 CQ2098* NAVD 88     -        53.838  (meters)     176.63   (feet)  ADJUSTED  
 CQ2098  ___________________________________________________________________
 CQ2098  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2098  DYNAMIC HT  -          53.778 (meters)     176.44  (feet)  COMP
 CQ2098  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CQ2098
 CQ2098  VERT ORDER  -  FIRST     CLASS II
 CQ2098
 CQ2098.The horizontal coordinates were scaled from a topographic map and have
 CQ2098.an estimated accuracy of +/- 6 seconds.
 CQ2098
 CQ2098.The orthometric height was determined by differential leveling
 CQ2098.and adjusted by the National Geodetic Survey in June 1991..
 CQ2098
 CQ2098.The geoid height was determined by GEOID03.
 CQ2098
 CQ2098.The dynamic height is computed by dividing the NAVD 88
 CQ2098.geopotential number by the normal gravity value computed on the
 CQ2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2098.degrees latitude (g = 980.6199 gals.).
 CQ2098
 CQ2098.The modeled gravity was interpolated from observed gravity values.
 CQ2098
 CQ2098;                    North         East    Units  Estimated Accuracy
 CQ2098;SPC LA N     -   226,160.      882,610.      MT  (+/- 180 meters Scaled)
 CQ2098
 CQ2098                          SUPERSEDED SURVEY CONTROL
 CQ2098
 CQ2098  NGVD 29 (??/??/??)   53.916  (m)          176.89   (f) ADJUSTED    1 2
 CQ2098
 CQ2098.Superseded values are not recommended for survey control.
 CQ2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2098.See file dsdata.txt to determine how the superseded data were derived.
 CQ2098
 CQ2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR295998(NAD 83)
 CQ2098_MARKER: DB = BENCH MARK DISK
 CQ2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2098_STAMPING: D 111 1945
 CQ2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2098+STABILITY: SURFACE MOTION
 CQ2098
 CQ2098  HISTORY     - Date     Condition        Report By
 CQ2098  HISTORY     - 1945     MONUMENTED       CGS
 CQ2098  HISTORY     - 1960     MARK NOT FOUND   USGS
 CQ2098  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ2098  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ2098  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ2098
 CQ2098                          STATION DESCRIPTION
 CQ2098
 CQ2098'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CQ2098'1.6 MI N FROM SHREVEPORT.
 CQ2098'1.6 MILES NORTH ALONG AIRPORT DRIVE FROM THE POST OFFICE AT
 CQ2098'SHREVEPORT, 0.5 MILE SOUTH OF THE CONTROL TOWER AT SHREVEPORT AIRPORT,
 CQ2098'51 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE, 21 FEET SOUTHWEST
 CQ2098'OF A GATE IN A WOVEN WIRE FENCE, 1 FOOT NORTHWEST OF THE FENCE, AND
 CQ2098'1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP
 CQ2098'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CQ2098
 CQ2098                          STATION RECOVERY (1977)
 CQ2098
 CQ2098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2098'SEARCHED FOR BUT NOT RECOVERED, ALSO SEARCHED FOR BUT NOT RECOVERED
 CQ2098'IN 1960.
 CQ2098
 CQ2098                          STATION RECOVERY (1995)
 CQ2098
 CQ2098'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2098'MARK NOT FOUND.
 CQ2098
 CQ2098                          STATION RECOVERY (1999)
 CQ2098
 CQ2098'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0591 ***********************************************************************
 CQ0591  DESIGNATION -  D 116
 CQ0591  PID         -  CQ0591
 CQ0591  STATE/COUNTY-  LA/OUACHITA
 CQ0591  USGS QUAD   -  LUNA (1982)
 CQ0591
 CQ0591                         *CURRENT SURVEY CONTROL
 CQ0591  ___________________________________________________________________
 CQ0591* NAD 83(1986)-  32 18 36.     (N)    092 13 13.     (W)     SCALED    
 CQ0591* NAVD 88     -        46.07   (+/-2cm)     151.1    (feet)  VERTCON   
 CQ0591  ___________________________________________________________________
 CQ0591  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0591
 CQ0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0591
 CQ0591.The horizontal coordinates were scaled from a topographic map and have
 CQ0591.an estimated accuracy of +/- 6 seconds.
 CQ0591
 CQ0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0591.The vertical order pertains to the NGVD 29 superseded value.
 CQ0591
 CQ0591.The geoid height was determined by GEOID03.
 CQ0591
 CQ0591;                    North         East    Units  Estimated Accuracy
 CQ0591;SPC LA N     -   200,720.    1,026,340.      MT  (+/- 180 meters Scaled)
 CQ0591
 CQ0591                          SUPERSEDED SURVEY CONTROL
 CQ0591
 CQ0591  NGVD 29 (??/??/??)   46.109  (m)          151.28   (f) ADJUSTED    2 0
 CQ0591
 CQ0591.Superseded values are not recommended for survey control.
 CQ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0591.See file dsdata.txt to determine how the superseded data were derived.
 CQ0591
 CQ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR734750(NAD 83)
 CQ0591_MARKER: DB = BENCH MARK DISK
 CQ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0591_STAMPING: D 116 1949
 CQ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0591+STABILITY: SURFACE MOTION
 CQ0591
 CQ0591  HISTORY     - Date     Condition        Report By
 CQ0591  HISTORY     - 1949     MONUMENTED       CGS
 CQ0591
 CQ0591                          STATION DESCRIPTION
 CQ0591
 CQ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0591'1.0 MI S FROM LUNA.
 CQ0591'1.0 MILE SOUTH ALONG STATE HIGHWAY 1496 FROM THE JUNCTION OF STATE
 CQ0591'HIGHWAYS 1496 AND 200 AT LUNA, AT A Y ROAD JUNCTION, 500 FEET SOUTH OF
 CQ0591'THE SUMMIT OF A HILL, 43 FEET WEST OF THE CENTER LINE OF THE MAIN
 CQ0591'ROAD, 23 FEET SOUTHEAST OF THE CENTER LINE OF A SIDE ROAD LEADING
 CQ0591'SOUTHWEST, 17 FEET SOUTH OF A 10 INCH OAK TREE, 1.3 FEET NORTH OF A
 CQ0591'WITNESS POST, 2 FEET ABOVE THE ROAD, SET IN THE TOP OF A CONCRETE POST
 CQ0591'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0828 ***********************************************************************
 CQ0828  DESIGNATION -  D 117
 CQ0828  PID         -  CQ0828
 CQ0828  STATE/COUNTY-  LA/CALDWELL
 CQ0828  USGS QUAD   -  BLANKSTON (1989)
 CQ0828
 CQ0828                         *CURRENT SURVEY CONTROL
 CQ0828  ___________________________________________________________________
 CQ0828* NAD 83(1986)-  32 10 50.     (N)    092 08 06.     (W)     SCALED    
 CQ0828* NAVD 88     -        70.56   (+/-2cm)     231.5    (feet)  VERTCON   
 CQ0828  ___________________________________________________________________
 CQ0828  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0828
 CQ0828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0828
 CQ0828.The horizontal coordinates were scaled from a topographic map and have
 CQ0828.an estimated accuracy of +/- 6 seconds.
 CQ0828
 CQ0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0828.The vertical order pertains to the NGVD 29 superseded value.
 CQ0828
 CQ0828.The geoid height was determined by GEOID03.
 CQ0828
 CQ0828;                    North         East    Units  Estimated Accuracy
 CQ0828;SPC LA N     -   186,390.    1,034,420.      MT  (+/- 180 meters Scaled)
 CQ0828
 CQ0828                          SUPERSEDED SURVEY CONTROL
 CQ0828
 CQ0828  NGVD 29 (??/??/??)   70.581  (m)          231.56   (f) ADJUSTED    2 0
 CQ0828
 CQ0828.Superseded values are not recommended for survey control.
 CQ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0828.See file dsdata.txt to determine how the superseded data were derived.
 CQ0828
 CQ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR815607(NAD 83)
 CQ0828_MARKER: DB = BENCH MARK DISK
 CQ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0828_STAMPING: D 117 1949
 CQ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0828+STABILITY: SURFACE MOTION
 CQ0828
 CQ0828  HISTORY     - Date     Condition        Report By
 CQ0828  HISTORY     - 1949     MONUMENTED       CGS
 CQ0828  HISTORY     - 1950     GOOD             CGS
 CQ0828  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0828
 CQ0828                          STATION DESCRIPTION
 CQ0828
 CQ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0828'6.0 MI NE FROM MOUNT PLEASANT.
 CQ0828'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0828'CHURCH AT MOUNT PLEASANT, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY
 CQ0828'1636, THENCE 1.1 MILES NORTHEAST ALONG A COUNTRY ROAD, THENCE 0.9 MILE
 CQ0828'SOUTHEAST ALONG A COUNTRY ROAD.  0.3 MILE SOUTHEAST OF A Y ROAD
 CQ0828'JUNCTION, 0.3 MILE NORTHWEST OF A CROSS ROAD, AT THE TOP OF A SMALL
 CQ0828'RISE, 37 FEET EAST OF AN 8 INCH TRIANGULAR BLAZED OAK TREE, 35 FEET
 CQ0828'NORTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET NORTH OF A 15 INCH
 CQ0828'TRIANGULAR BLAZED WALNUT TREE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 CQ0828'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CQ0828'GROUND.
 CQ0828
 CQ0828                          STATION RECOVERY (1950)
 CQ0828
 CQ0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 CQ0828'RECOVERED IN GOOD CONDITION.
 CQ0828
 CQ0828                          STATION RECOVERY (1986)
 CQ0828
 CQ0828'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0654 ***********************************************************************
 CQ0654  DESIGNATION -  D 118
 CQ0654  PID         -  CQ0654
 CQ0654  STATE/COUNTY-  LA/OUACHITA
 CQ0654  USGS QUAD   -  CADEVILLE (1982)
 CQ0654
 CQ0654                         *CURRENT SURVEY CONTROL
 CQ0654  ___________________________________________________________________
 CQ0654* NAD 83(1986)-  32 28 56.     (N)    092 21 13.     (W)     SCALED    
 CQ0654* NAVD 88     -        53.85   (+/-2cm)     176.7    (feet)  VERTCON   
 CQ0654  ___________________________________________________________________
 CQ0654  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0654
 CQ0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0654
 CQ0654.The horizontal coordinates were scaled from a topographic map and have
 CQ0654.an estimated accuracy of +/- 6 seconds.
 CQ0654
 CQ0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0654.The vertical order pertains to the NGVD 29 superseded value.
 CQ0654
 CQ0654.The geoid height was determined by GEOID03.
 CQ0654
 CQ0654;                    North         East    Units  Estimated Accuracy
 CQ0654;SPC LA N     -   219,790.    1,013,760.      MT  (+/- 180 meters Scaled)
 CQ0654
 CQ0654                          SUPERSEDED SURVEY CONTROL
 CQ0654
 CQ0654  NGVD 29 (??/??/??)   53.899  (m)          176.83   (f) ADJUSTED    2 0
 CQ0654
 CQ0654.Superseded values are not recommended for survey control.
 CQ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0654.See file dsdata.txt to determine how the superseded data were derived.
 CQ0654
 CQ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR607940(NAD 83)
 CQ0654_MARKER: DB = BENCH MARK DISK
 CQ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0654_STAMPING: D 118 1949
 CQ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0654+STABILITY: SURFACE MOTION
 CQ0654
 CQ0654  HISTORY     - Date     Condition        Report By
 CQ0654  HISTORY     - 1949     MONUMENTED       CGS
 CQ0654  HISTORY     - 1950     GOOD             CGS
 CQ0654  HISTORY     - 1974     GOOD             NGS
 CQ0654  HISTORY     - 1990     GOOD             USPSQD
 CQ0654  HISTORY     - 19910423 GOOD             USPSQD
 CQ0654
 CQ0654                          STATION DESCRIPTION
 CQ0654
 CQ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0654'2.0 MI S FROM CALHOUN.
 CQ0654'2.0 MILES SOUTH ALONG STATE HIGHWAY NO. 201 FROM THE ILLINOIS CENTRAL
 CQ0654'RAILROAD STATION AT CALHOUN, JUST NORTHWEST OF A CURVE WITH TANGENTS
 CQ0654'LEADING NORTHWEST AND SOUTH, 100 FEET NORTHWEST OF THE CENTER LINE OF
 CQ0654'A GATE, ON THE INSIDE OF THE CURVE, 31 FEET SOUTHWEST OF THE CENTER
 CQ0654'LINE OF THE HIGHWAY, 2 FOOT SOUTHEAST OF A REFERENCE POST, 1 FOOT
 CQ0654'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 CQ0654'3 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 CQ0654'MARK IS LOCATED 0.9 MILE NORTH OF BENCH MARK E 118.
 CQ0654
 CQ0654                          STATION RECOVERY (1974)
 CQ0654
 CQ0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CQ0654'RECOVERED IN GOOD CONDITION.
 CQ0654
 CQ0654                          STATION RECOVERY (1990)
 CQ0654
 CQ0654'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0654'RECOVERED IN GOOD CONDITION.
 CQ0654
 CQ0654                          STATION RECOVERY (1991)
 CQ0654
 CQ0654'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0655 ***********************************************************************
 CQ0655  DESIGNATION -  D 118 RESET 1957
 CQ0655  PID         -  CQ0655
 CQ0655  STATE/COUNTY-  LA/OUACHITA
 CQ0655  USGS QUAD   -  CADEVILLE (1982)
 CQ0655
 CQ0655                         *CURRENT SURVEY CONTROL
 CQ0655  ___________________________________________________________________
 CQ0655* NAD 83(1986)-  32 28 57.     (N)    092 21 13.     (W)     SCALED    
 CQ0655* NAVD 88     -        54.67   (+/-2cm)     179.4    (feet)  VERTCON   
 CQ0655  ___________________________________________________________________
 CQ0655  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0655
 CQ0655  VERT ORDER  -  THIRD (See Below)
 CQ0655
 CQ0655.The horizontal coordinates were scaled from a topographic map and have
 CQ0655.an estimated accuracy of +/- 6 seconds.
 CQ0655
 CQ0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0655.The vertical order pertains to the NGVD 29 superseded value.
 CQ0655
 CQ0655.The geoid height was determined by GEOID03.
 CQ0655
 CQ0655;                    North         East    Units  Estimated Accuracy
 CQ0655;SPC LA N     -   219,820.    1,013,760.      MT  (+/- 180 meters Scaled)
 CQ0655
 CQ0655                          SUPERSEDED SURVEY CONTROL
 CQ0655
 CQ0655  NGVD 29 (??/??/??)   54.72   (m)          179.5    (f) RESET       3  
 CQ0655
 CQ0655.Superseded values are not recommended for survey control.
 CQ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0655.See file dsdata.txt to determine how the superseded data were derived.
 CQ0655
 CQ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR607941(NAD 83)
 CQ0655_MARKER: DB = BENCH MARK DISK
 CQ0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0655_STAMPING: D 118 RESET 1957
 CQ0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0655+STABILITY: SURFACE MOTION
 CQ0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0655+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 CQ0655
 CQ0655  HISTORY     - Date     Condition        Report By
 CQ0655  HISTORY     - 1957     MONUMENTED       CGS
 CQ0655  HISTORY     - 1960     GOOD             LOCSUR
 CQ0655  HISTORY     - 1990     GOOD             USPSQD
 CQ0655  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 CQ0655  HISTORY     - 20050704 GOOD             GEOCAC
 CQ0655
 CQ0655                          STATION DESCRIPTION
 CQ0655
 CQ0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ0655'2 MI S FROM CALHOUN.
 CQ0655'2 MILES SOUTH ALONG STATE HIGHWAY 151 FROM THE ILLINOIS CENTRAL
 CQ0655'RAILROAD STATION AT CALHOUN, 0.2 MILE SOUTH OF CENTRAL HIGH SCHOOL,
 CQ0655'JUST NORTH OF A CURVE IN THE HIGHWAY, ON THE HIGHWAY RIGHT-OF-WAY
 CQ0655'ADJOINING THE PROPERTY OWNED BY CLAUDE BRITTON SR. AND ACROSS THE
 CQ0655'HIGHWAY FROM HIS HOUSE IN A BARN LOT.  IT IS 39 FEET SOUTHWEST OF THE
 CQ0655'CENTERLINE OF THE ROAD, 9 FEET NORTHWEST OF THE NORTHWEST POST OF A
 CQ0655'GATE, 41 FEET NORTH OF AN 18-INCH OAK TREE, 6 FEET SOUTH OF A POWER
 CQ0655'POLE WITH A TRANSFORMER AND 1.0 FOOT NORTHEAST OF A FENCE LINE.  THE
 CQ0655'DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3
 CQ0655'INCHES.
 CQ0655
 CQ0655                          STATION RECOVERY (1960)
 CQ0655
 CQ0655'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 CQ0655'RECOVERED IN GOOD CONDITION.
 CQ0655
 CQ0655                          STATION RECOVERY (1990)
 CQ0655
 CQ0655'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0655'RECOVERED IN GOOD CONDITION.
 CQ0655
 CQ0655                          STATION RECOVERY (1991)
 CQ0655
 CQ0655'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0655'MARK NOT FOUND.
 CQ0655
 CQ0655                          STATION RECOVERY (2005)
 CQ0655
 CQ0655'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0765 ***********************************************************************
 CQ0765  DESIGNATION -  D 119
 CQ0765  PID         -  CQ0765
 CQ0765  STATE/COUNTY-  LA/JACKSON
 CQ0765  USGS QUAD   -  CHATHAM SE (1982)
 CQ0765
 CQ0765                         *CURRENT SURVEY CONTROL
 CQ0765  ___________________________________________________________________
 CQ0765* NAD 83(1986)-  32 18 20.     (N)    092 21 09.     (W)     SCALED    
 CQ0765* NAVD 88     -        50.03   (+/-2cm)     164.1    (feet)  VERTCON   
 CQ0765  ___________________________________________________________________
 CQ0765  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0765
 CQ0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0765
 CQ0765.The horizontal coordinates were scaled from a topographic map and have
 CQ0765.an estimated accuracy of +/- 6 seconds.
 CQ0765
 CQ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0765.The vertical order pertains to the NGVD 29 superseded value.
 CQ0765
 CQ0765.The geoid height was determined by GEOID03.
 CQ0765
 CQ0765;                    North         East    Units  Estimated Accuracy
 CQ0765;SPC LA N     -   200,200.    1,013,890.      MT  (+/- 180 meters Scaled)
 CQ0765
 CQ0765                          SUPERSEDED SURVEY CONTROL
 CQ0765
 CQ0765  NGVD 29 (??/??/??)   50.073  (m)          164.28   (f) ADJUSTED    2 0
 CQ0765
 CQ0765.Superseded values are not recommended for survey control.
 CQ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0765.See file dsdata.txt to determine how the superseded data were derived.
 CQ0765
 CQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR609744(NAD 83)
 CQ0765_MARKER: DB = BENCH MARK DISK
 CQ0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0765_SP_SET: BRIDGE
 CQ0765_STAMPING: D 119 1949
 CQ0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0765
 CQ0765  HISTORY     - Date     Condition        Report By
 CQ0765  HISTORY     - 1949     MONUMENTED       CGS
 CQ0765  HISTORY     - 1950     GOOD             CGS
 CQ0765
 CQ0765                          STATION DESCRIPTION
 CQ0765
 CQ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0765'7.6 MI SW FROM OKALOOSA.
 CQ0765'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0765'OKALOOSA, THENCE 1.4 MILES SOUTH ALONG A PARISH ROAD, THENCE 4.7 MILES
 CQ0765'SOUTHWEST ALONG STATE HIGHWAY 543.  0.1 MILE WEST OF A Y ROAD
 CQ0765'JUNCTION, 11 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CQ0765'TOP OF THE EAST END OF THE SOUTH CURBING OF A CONCRETE BRIDGE, 4.5
 CQ0765'FEET WEST OF THE EAST END OF THE CURBING.  THIS MARK IS 1.1 MILES
 CQ0765'NORTH OF BENCH MARK E 119.  NOTE-- STATE HIGHWAY 543 IS NOW STATE
 CQ0765'HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0608 ***********************************************************************
 CQ0608  DESIGNATION -  D 120
 CQ0608  PID         -  CQ0608
 CQ0608  STATE/COUNTY-  LA/JACKSON
 CQ0608  USGS QUAD   -  VIXEN (1989)
 CQ0608
 CQ0608                         *CURRENT SURVEY CONTROL
 CQ0608  ___________________________________________________________________
 CQ0608* NAD 83(1986)-  32 11 10.     (N)    092 22 12.     (W)     SCALED    
 CQ0608* NAVD 88     -        57.42   (+/-2cm)     188.4    (feet)  VERTCON   
 CQ0608  ___________________________________________________________________
 CQ0608  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0608
 CQ0608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0608
 CQ0608.The horizontal coordinates were scaled from a topographic map and have
 CQ0608.an estimated accuracy of +/- 6 seconds.
 CQ0608
 CQ0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0608.The vertical order pertains to the NGVD 29 superseded value.
 CQ0608
 CQ0608.The geoid height was determined by GEOID03.
 CQ0608
 CQ0608;                    North         East    Units  Estimated Accuracy
 CQ0608;SPC LA N     -   186,960.    1,012,260.      MT  (+/- 180 meters Scaled)
 CQ0608
 CQ0608                          SUPERSEDED SURVEY CONTROL
 CQ0608
 CQ0608  NGVD 29 (??/??/??)   57.446  (m)          188.47   (f) ADJUSTED    2 0
 CQ0608
 CQ0608.Superseded values are not recommended for survey control.
 CQ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0608.See file dsdata.txt to determine how the superseded data were derived.
 CQ0608
 CQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR593612(NAD 83)
 CQ0608_MARKER: DB = BENCH MARK DISK
 CQ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0608_STAMPING: D 120 1949
 CQ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0608+STABILITY: SURFACE MOTION
 CQ0608
 CQ0608  HISTORY     - Date     Condition        Report By
 CQ0608  HISTORY     - 1949     MONUMENTED       CGS
 CQ0608  HISTORY     - 1950     GOOD             CGS
 CQ0608  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0608
 CQ0608                          STATION DESCRIPTION
 CQ0608
 CQ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0608'11.4 MI SE FROM CHATHAM.
 CQ0608'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE PEOPLES BANK AT
 CQ0608'CHATHAM, THENCE 5.2 MILES SOUTH ALONG STATE HIGHWAY 543, THENCE 0.8
 CQ0608'MILE EAST ALONG A WINDING GRAVELED ROAD, AT THE TOP OF A HILL, 141
 CQ0608'FEET NORTH OF THE INTERSECTION OF THE CENTER LINES OF THE NORTHEAST
 CQ0608'AND SOUTHWEST ROAD AND A SIDE ROAD LEADING SOUTH, 72 FEET NORTHWEST OF
 CQ0608'THE CENTER LINE OF THE MAIN ROAD, 39 FEET NORTHEAST OF A 36 INCH OAK
 CQ0608'TREE WHICH IS AT AN OLD FARMHOUSE SITE, 1.3 FEET SOUTHEAST OF A
 CQ0608'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CQ0608'FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY
 CQ0608'4.  NOTE-- THIS MARK IS 1.2 MILES NORTHWEST OF BENCH MARK C 120.
 CQ0608
 CQ0608                          STATION RECOVERY (1986)
 CQ0608
 CQ0608'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1474 ***********************************************************************
 BX1474  DESIGNATION -  D 121
 BX1474  PID         -  BX1474
 BX1474  STATE/COUNTY-  LA/WINN
 BX1474  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1474
 BX1474                         *CURRENT SURVEY CONTROL
 BX1474  ___________________________________________________________________
 BX1474* NAD 83(1986)-  31 51 54.     (N)    092 47 03.     (W)     SCALED    
 BX1474* NAVD 88     -        79.94   (+/-2cm)     262.3    (feet)  VERTCON   
 BX1474  ___________________________________________________________________
 BX1474  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BX1474
 BX1474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1474
 BX1474.The horizontal coordinates were scaled from a topographic map and have
 BX1474.an estimated accuracy of +/- 6 seconds.
 BX1474
 BX1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1474.The vertical order pertains to the NGVD 29 superseded value.
 BX1474
 BX1474.The geoid height was determined by GEOID03.
 BX1474
 BX1474;                    North         East    Units  Estimated Accuracy
 BX1474;SPC LA N     -   151,380.      973,110.      MT  (+/- 180 meters Scaled)
 BX1474
 BX1474                          SUPERSEDED SURVEY CONTROL
 BX1474
 BX1474  NGVD 29 (??/??/??)   79.959  (m)          262.33   (f) ADJUSTED    2 0
 BX1474
 BX1474.Superseded values are not recommended for survey control.
 BX1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1474.See file dsdata.txt to determine how the superseded data were derived.
 BX1474
 BX1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR204254(NAD 83)
 BX1474_MARKER: DB = BENCH MARK DISK
 BX1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1474_STAMPING: D 121 1949
 BX1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1474+STABILITY: SURFACE MOTION
 BX1474
 BX1474  HISTORY     - Date     Condition        Report By
 BX1474  HISTORY     - 1949     MONUMENTED       CGS
 BX1474  HISTORY     - 19981017 GOOD             USPSQD
 BX1474  HISTORY     - 20010922 GOOD             USPSQD
 BX1474  HISTORY     - 20060610 GOOD             USPSQD
 BX1474
 BX1474                          STATION DESCRIPTION
 BX1474
 BX1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1474'11.8 MI SW FROM WINNFIELD.
 BX1474'9.7 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1474'THENCE 2.1 MILES SOUTHEAST ALONG A GRAVELED ROAD, SET BETWEEN TWO
 BX1474'POWER POLES, 86 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.4
 BX1474'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX1474'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX1474
 BX1474                          STATION RECOVERY (1998)
 BX1474
 BX1474'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1474'RECOVERED IN GOOD CONDITION.
 BX1474
 BX1474                          STATION RECOVERY (2001)
 BX1474
 BX1474'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1474'RECOVERED IN GOOD CONDITION.
 BX1474
 BX1474                          STATION RECOVERY (2006)
 BX1474
 BX1474'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BX1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1623 ***********************************************************************
 BX1623  DESIGNATION -  D 122
 BX1623  PID         -  BX1623
 BX1623  STATE/COUNTY-  LA/GRANT
 BX1623  USGS QUAD   -  WILLIANA (1985)
 BX1623
 BX1623                         *CURRENT SURVEY CONTROL
 BX1623  ___________________________________________________________________
 BX1623* NAD 83(1986)-  31 43 13.     (N)    092 37 06.     (W)     SCALED    
 BX1623* NAVD 88     -        38.62   (+/-2cm)     126.7    (feet)  VERTCON   
 BX1623  ___________________________________________________________________
 BX1623  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX1623
 BX1623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1623
 BX1623.The horizontal coordinates were scaled from a topographic map and have
 BX1623.an estimated accuracy of +/- 6 seconds.
 BX1623
 BX1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1623.The vertical order pertains to the NGVD 29 superseded value.
 BX1623
 BX1623.The geoid height was determined by GEOID03.
 BX1623
 BX1623;                    North         East    Units  Estimated Accuracy
 BX1623;SPC LA N     -   135,300.      988,790.      MT  (+/- 180 meters Scaled)
 BX1623
 BX1623                          SUPERSEDED SURVEY CONTROL
 BX1623
 BX1623  NGVD 29 (??/??/??)   38.637  (m)          126.76   (f) ADJUSTED    2 0
 BX1623
 BX1623.Superseded values are not recommended for survey control.
 BX1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1623.See file dsdata.txt to determine how the superseded data were derived.
 BX1623
 BX1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR361094(NAD 83)
 BX1623_MARKER: DB = BENCH MARK DISK
 BX1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1623_STAMPING: D 122 1949
 BX1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1623+STABILITY: SURFACE MOTION
 BX1623
 BX1623  HISTORY     - Date     Condition        Report By
 BX1623  HISTORY     - 1949     MONUMENTED       CGS
 BX1623
 BX1623                          STATION DESCRIPTION
 BX1623
 BX1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1623'10.3 MI SW FROM PACKTON.
 BX1623'4.4 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1623'ARKANSAS RAILROAD STATION AT PACKTON, THENCE 5.9 MILES SOUTH ALONG
 BX1623'STATE HIGHWAY 786, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 26.0
 BX1623'FEET NORTH OF AN 18 INCH TRIANGULAR BLAZED PINE TREE, 22.0 FEET
 BX1623'SOUTHEAST OF A 16 INCH TRIANGULAR BLAZED PINE TREE, 2.0 FEET WEST OF A
 BX1623'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BX1623'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1499 ***********************************************************************
 BX1499  DESIGNATION -  D 123
 BX1499  PID         -  BX1499
 BX1499  STATE/COUNTY-  LA/WINN
 BX1499  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1499
 BX1499                         *CURRENT SURVEY CONTROL
 BX1499  ___________________________________________________________________
 BX1499* NAD 83(1986)-  31 57 41.     (N)    092 39 13.     (W)     SCALED    
 BX1499* NAVD 88     -        32.95   (+/-2cm)     108.1    (feet)  VERTCON   
 BX1499  ___________________________________________________________________
 BX1499  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX1499
 BX1499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1499
 BX1499.This mark is at David G Joyce Airport (0R5)
 BX1499
 BX1499.The horizontal coordinates were scaled from a topographic map and have
 BX1499.an estimated accuracy of +/- 6 seconds.
 BX1499
 BX1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1499.The vertical order pertains to the NGVD 29 superseded value.
 BX1499
 BX1499.The geoid height was determined by GEOID03.
 BX1499
 BX1499;                    North         East    Units  Estimated Accuracy
 BX1499;SPC LA N     -   162,040.      985,480.      MT  (+/- 180 meters Scaled)
 BX1499
 BX1499                          SUPERSEDED SURVEY CONTROL
 BX1499
 BX1499  NGVD 29 (??/??/??)   32.986  (m)          108.22   (f) ADJUSTED    2 0
 BX1499
 BX1499.Superseded values are not recommended for survey control.
 BX1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1499.See file dsdata.txt to determine how the superseded data were derived.
 BX1499
 BX1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR327362(NAD 83)
 BX1499_MARKER: DB = BENCH MARK DISK
 BX1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1499_STAMPING: D 123 1949
 BX1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1499+STABILITY: SURFACE MOTION
 BX1499
 BX1499  HISTORY     - Date     Condition        Report By
 BX1499  HISTORY     - 1949     MONUMENTED       CGS
 BX1499  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1499
 BX1499                          STATION DESCRIPTION
 BX1499
 BX1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1499'3.3 MI NW FROM WINNFIELD.
 BX1499'0.85 MILE WEST ALONG U.S. HIGHWAYS 84 AND 167 FROM THE POST OFFICE AT
 BX1499'WINNFIELD, THENCE 2.45 MILES NORTH ALONG U.S. HIGHWAY 167, AT THE
 BX1499'ENTRANCE TO JOYCE AIRPORT, 42 FEET SOUTH OF THE CENTER LINE OF THE
 BX1499'DRIVE LEADING TO THE AIRPORT, 92 FEET WEST OF THE CENTER LINE OF THE
 BX1499'HIGHWAY, 53.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN
 BX1499'BRIDGE, 3 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN
 BX1499'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 BX1499
 BX1499                          STATION RECOVERY (1981)
 BX1499
 BX1499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0482 ***********************************************************************
 BX0482  DESIGNATION -  D 124
 BX0482  PID         -  BX0482
 BX0482  STATE/COUNTY-  LA/LA SALLE
 BX0482  USGS QUAD   -  SUMMERVILLE (1984)
 BX0482
 BX0482                         *CURRENT SURVEY CONTROL
 BX0482  ___________________________________________________________________
 BX0482* NAD 83(1986)-  31 51 50.     (N)    092 10 48.     (W)     SCALED    
 BX0482* NAVD 88     -        44.53   (+/-2cm)     146.1    (feet)  VERTCON   
 BX0482  ___________________________________________________________________
 BX0482  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0482
 BX0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0482
 BX0482.The horizontal coordinates were scaled from a topographic map and have
 BX0482.an estimated accuracy of +/- 6 seconds.
 BX0482
 BX0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0482.The vertical order pertains to the NGVD 29 superseded value.
 BX0482
 BX0482.The geoid height was determined by GEOID03.
 BX0482
 BX0482;                    North         East    Units  Estimated Accuracy
 BX0482;SPC LA N     -   151,270.    1,030,280.      MT  (+/- 180 meters Scaled)
 BX0482
 BX0482                          SUPERSEDED SURVEY CONTROL
 BX0482
 BX0482  NGVD 29 (??/??/??)   44.540  (m)          146.13   (f) ADJUSTED    2 0
 BX0482
 BX0482.Superseded values are not recommended for survey control.
 BX0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0482.See file dsdata.txt to determine how the superseded data were derived.
 BX0482
 BX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR775256(NAD 83)
 BX0482_MARKER: DB = BENCH MARK DISK
 BX0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0482_STAMPING: D 124 1949
 BX0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0482+STABILITY: SURFACE MOTION
 BX0482
 BX0482  HISTORY     - Date     Condition        Report By
 BX0482  HISTORY     - 1949     MONUMENTED       CGS
 BX0482
 BX0482                          STATION DESCRIPTION
 BX0482
 BX0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX0482'5.85 MI SE FROM OLLA.
 BX0482'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0482'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0482'SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTHEAST ALONG A
 BX0482'GRAVELED ROAD.  55 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 59
 BX0482'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 3 FEET SOUTH OF
 BX0482'A PICKET FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BX0482'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0407 ***********************************************************************
 BX0407  DESIGNATION -  D 125
 BX0407  PID         -  BX0407
 BX0407  STATE/COUNTY-  LA/LA SALLE
 BX0407  USGS QUAD   -  SUMMERVILLE (1984)
 BX0407
 BX0407                         *CURRENT SURVEY CONTROL
 BX0407  ___________________________________________________________________
 BX0407* NAD 83(1986)-  31 47 36.     (N)    092 07 43.     (W)     SCALED    
 BX0407* NAVD 88     -        63.01   (+/-2cm)     206.7    (feet)  VERTCON   
 BX0407  ___________________________________________________________________
 BX0407  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0407
 BX0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0407
 BX0407.The horizontal coordinates were scaled from a topographic map and have
 BX0407.an estimated accuracy of +/- 6 seconds.
 BX0407
 BX0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0407.The vertical order pertains to the NGVD 29 superseded value.
 BX0407
 BX0407.The geoid height was determined by GEOID03.
 BX0407
 BX0407;                    North         East    Units  Estimated Accuracy
 BX0407;SPC LA N     -   143,460.    1,035,170.      MT  (+/- 180 meters Scaled)
 BX0407
 BX0407                          SUPERSEDED SURVEY CONTROL
 BX0407
 BX0407  NGVD 29 (??/??/??)   63.008  (m)          206.72   (f) ADJUSTED    2 0
 BX0407
 BX0407.Superseded values are not recommended for survey control.
 BX0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0407.See file dsdata.txt to determine how the superseded data were derived.
 BX0407
 BX0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR824178(NAD 83)
 BX0407_MARKER: DB = BENCH MARK DISK
 BX0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0407_STAMPING: D 125 1950
 BX0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0407+STABILITY: SURFACE MOTION
 BX0407
 BX0407  HISTORY     - Date     Condition        Report By
 BX0407  HISTORY     - 1950     MONUMENTED       CGS
 BX0407  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0407
 BX0407                          STATION DESCRIPTION
 BX0407
 BX0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0407'8.3 MI N FROM JENA.
 BX0407'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0407'JENA, THENCE 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 112, THENCE 0.7
 BX0407'MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.35 MILES NORTHEAST ALONG A
 BX0407'GRAVELED ROAD.  0.1 MILE NORTH OF A FARMHOUSE, 70 FEET NORTH OF A 16
 BX0407'INCH TRIANGULAR BLAZED PECAN TREE, 69 FEET SOUTHWEST OF AND ACROSS THE
 BX0407'ROAD FROM A 24 INCH TRIANGULAR BLAZED OAK TREE, 57 FEET WEST OF AND
 BX0407'ACROSS THE ROAD FROM A 20 INCH TRIANGULAR BLAZED OAK TREE, 25 FEET
 BX0407'WEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTHWEST OF A WITNESS
 BX0407'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BX0407'THE GROUND.
 BX0407
 BX0407                          STATION RECOVERY (1981)
 BX0407
 BX0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0426 ***********************************************************************
 BX0426  DESIGNATION -  D 126
 BX0426  PID         -  BX0426
 BX0426  STATE/COUNTY-  LA/LA SALLE
 BX0426  USGS QUAD   -  NICKEL (1984)
 BX0426
 BX0426                         *CURRENT SURVEY CONTROL
 BX0426  ___________________________________________________________________
 BX0426* NAD 83(1986)-  31 45 53.     (N)    092 01 13.     (W)     SCALED    
 BX0426* NAVD 88     -        51.26   (+/-2cm)     168.2    (feet)  VERTCON   
 BX0426  ___________________________________________________________________
 BX0426  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0426
 BX0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0426
 BX0426.The horizontal coordinates were scaled from a topographic map and have
 BX0426.an estimated accuracy of +/- 6 seconds.
 BX0426
 BX0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0426.The vertical order pertains to the NGVD 29 superseded value.
 BX0426
 BX0426.The geoid height was determined by GEOID03.
 BX0426
 BX0426;                    North         East    Units  Estimated Accuracy
 BX0426;SPC LA N     -   140,330.    1,045,440.      MT  (+/- 180 meters Scaled)
 BX0426
 BX0426                          SUPERSEDED SURVEY CONTROL
 BX0426
 BX0426  NGVD 29 (??/??/??)   51.258  (m)          168.17   (f) ADJUSTED    2 0
 BX0426
 BX0426.Superseded values are not recommended for survey control.
 BX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0426.See file dsdata.txt to determine how the superseded data were derived.
 BX0426
 BX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR927147(NAD 83)
 BX0426_MARKER: DB = BENCH MARK DISK
 BX0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0426_STAMPING: D 126 1950
 BX0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0426+STABILITY: SURFACE MOTION
 BX0426
 BX0426  HISTORY     - Date     Condition        Report By
 BX0426  HISTORY     - 1950     MONUMENTED       CGS
 BX0426
 BX0426                          STATION DESCRIPTION
 BX0426
 BX0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0426'2.5 MI SW FROM AIMWELL.
 BX0426'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0426'AIMWELL, THENCE 2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 1010.  AT A
 BX0426'JUNCTION WITH A T ROAD LEADING EAST, 120 FEET SOUTHWEST OF THE
 BX0426'JUNCTION OF THE CENTER LINES OF THE HIGHWAY AND THE ROAD LEADING EAST,
 BX0426'65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  1.6 FEET EAST OF A
 BX0426'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BX0426'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0899 ***********************************************************************
 CQ0899  DESIGNATION -  D 127
 CQ0899  PID         -  CQ0899
 CQ0899  STATE/COUNTY-  LA/OUACHITA
 CQ0899  USGS QUAD   -  CADEVILLE (1982)
 CQ0899
 CQ0899                         *CURRENT SURVEY CONTROL
 CQ0899  ___________________________________________________________________
 CQ0899* NAD 83(1986)-  32 24 56.     (N)    092 22 10.     (W)     SCALED    
 CQ0899* NAVD 88     -        63.08   (+/-2cm)     207.0    (feet)  VERTCON   
 CQ0899  ___________________________________________________________________
 CQ0899  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0899
 CQ0899  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0899
 CQ0899.The horizontal coordinates were scaled from a topographic map and have
 CQ0899.an estimated accuracy of +/- 6 seconds.
 CQ0899
 CQ0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0899.The vertical order pertains to the NGVD 29 superseded value.
 CQ0899
 CQ0899.The geoid height was determined by GEOID03.
 CQ0899
 CQ0899;                    North         East    Units  Estimated Accuracy
 CQ0899;SPC LA N     -   212,400.    1,012,280.      MT  (+/- 180 meters Scaled)
 CQ0899
 CQ0899                          SUPERSEDED SURVEY CONTROL
 CQ0899
 CQ0899  NGVD 29 (??/??/??)   63.130  (m)          207.12   (f) ADJUSTED    2 0
 CQ0899
 CQ0899.Superseded values are not recommended for survey control.
 CQ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0899.See file dsdata.txt to determine how the superseded data were derived.
 CQ0899
 CQ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR592866(NAD 83)
 CQ0899_MARKER: DB = BENCH MARK DISK
 CQ0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0899_STAMPING: D 127 1950
 CQ0899_MARK LOGO: CGS   
 CQ0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0899+STABILITY: SURFACE MOTION
 CQ0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0899+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 CQ0899
 CQ0899  HISTORY     - Date     Condition        Report By
 CQ0899  HISTORY     - 1950     MONUMENTED       CGS
 CQ0899  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0899  HISTORY     - 19900618 GOOD             LADTD
 CQ0899
 CQ0899                          STATION DESCRIPTION
 CQ0899
 CQ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0899'4.3 MI NE FROM EROS.
 CQ0899'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0899'AT EROS, 0.15 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 13 AND 1295,
 CQ0899'33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET EAST OF THE
 CQ0899'CENTER OF A GATE AT A FARMYARD ENTRANCE, 17 FEET WEST OF THE CENTER
 CQ0899'LINE OF A PRIVATE ROAD LEADING SOUTH, 5 FEET NORTHWEST OF A 5-FOOT OAK
 CQ0899'TREE, 0.6 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CQ0899'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CQ0899
 CQ0899                          STATION RECOVERY (1990)
 CQ0899
 CQ0899'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0899'MARK NOT FOUND.
 CQ0899
 CQ0899                          STATION RECOVERY (1990)
 CQ0899
 CQ0899'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ0899'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTHWEST OF MONROE,
 CQ0899'7.0 MI (11.3 KM) SOUTH OF CALHOUN AND 3.8 MI (6.1 KM) EAST-NORTHEAST
 CQ0899'OF EROS.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ0899'DEVELOPMENT. TO REACH THE STATION FROM THE POST OFFICE IN EROS, GO
 CQ0899'EAST FOR 3.8 MI (6.1 KM) ON STATE HIGHWAY 34 TO THE MARK ON THE RIGHT.
 CQ0899'THE STATION IS 72.0 FT (21.9 M) NORTH FROM THE NORTHEAST CORNER OF A
 CQ0899'BRICK HOUSE, 59.0 FT (18.0 M) EAST-NORTHEAST FROM A 12.0 IN LOCUST
 CQ0899'TREE, 33.0 FT (10.1 M) SOUTH FROM THE CENTER OF THE HIGHWAY AND 21.5
 CQ0899'FT (6.6 M) WEST FROM THE CENTER OF A DRIVEWAY.  THE MARK IS FLUSH WITH
 CQ0899'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0625 ***********************************************************************
 CQ0625  DESIGNATION -  D 128
 CQ0625  PID         -  CQ0625
 CQ0625  STATE/COUNTY-  LA/WINN
 CQ0625  USGS QUAD   -  COTTON PLANT (1989)
 CQ0625
 CQ0625                         *CURRENT SURVEY CONTROL
 CQ0625  ___________________________________________________________________
 CQ0625* NAD 83(1986)-  32 05 09.     (N)    092 22 01.     (W)     SCALED    
 CQ0625* NAVD 88     -        54.28   (+/-2cm)     178.1    (feet)  VERTCON   
 CQ0625  ___________________________________________________________________
 CQ0625  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CQ0625
 CQ0625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0625
 CQ0625.The horizontal coordinates were scaled from a topographic map and have
 CQ0625.an estimated accuracy of +/- 6 seconds.
 CQ0625
 CQ0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0625.The vertical order pertains to the NGVD 29 superseded value.
 CQ0625
 CQ0625.The geoid height was determined by GEOID03.
 CQ0625
 CQ0625;                    North         East    Units  Estimated Accuracy
 CQ0625;SPC LA N     -   175,840.    1,012,560.      MT  (+/- 180 meters Scaled)
 CQ0625
 CQ0625                          SUPERSEDED SURVEY CONTROL
 CQ0625
 CQ0625  NGVD 29 (??/??/??)   54.304  (m)          178.16   (f) ADJUSTED    2 0
 CQ0625
 CQ0625.Superseded values are not recommended for survey control.
 CQ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0625.See file dsdata.txt to determine how the superseded data were derived.
 CQ0625
 CQ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR597501(NAD 83)
 CQ0625_MARKER: DB = BENCH MARK DISK
 CQ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0625_STAMPING: D 128 1950
 CQ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0625+STABILITY: SURFACE MOTION
 CQ0625
 CQ0625  HISTORY     - Date     Condition        Report By
 CQ0625  HISTORY     - 1950     MONUMENTED       CGS
 CQ0625  HISTORY     - 19860310 MARK NOT FOUND   USPSQD
 CQ0625
 CQ0625                          STATION DESCRIPTION
 CQ0625
 CQ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0625'9.25 MI E FROM SIKES.
 CQ0625'8.25 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0625'SIKES, THENCE 1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD.  81 1/2
 CQ0625'FEET SOUTH OF THE EXTENDED SOUTH WALL OF AN ABANDONED FARMHOUSE, 125
 CQ0625'FEET NORTH OF THE CENTER OF A JUNCTION WITH A TRAIL LEADING SOUTHEAST,
 CQ0625'22 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A
 CQ0625'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CQ0625'FOOT ABOVE THE GROUND.
 CQ0625
 CQ0625                          STATION RECOVERY (1986)
 CQ0625
 CQ0625'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0061 ***********************************************************************
 CQ0061  DESIGNATION -  D 129
 CQ0061  PID         -  CQ0061
 CQ0061  STATE/COUNTY-  LA/OUACHITA
 CQ0061  USGS QUAD   -  CALHOUN (1994)
 CQ0061
 CQ0061                         *CURRENT SURVEY CONTROL
 CQ0061  ___________________________________________________________________
 CQ0061* NAD 83(1986)-  32 31 36.     (N)    092 17 43.     (W)     SCALED    
 CQ0061* NAVD 88     -        50.266  (meters)     164.91   (feet)  ADJUSTED  
 CQ0061  ___________________________________________________________________
 CQ0061  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0061  DYNAMIC HT  -          50.210 (meters)     164.73  (feet)  COMP
 CQ0061  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CQ0061
 CQ0061  VERT ORDER  -  FIRST     CLASS I
 CQ0061
 CQ0061.The horizontal coordinates were scaled from a topographic map and have
 CQ0061.an estimated accuracy of +/- 6 seconds.
 CQ0061
 CQ0061.The orthometric height was determined by differential leveling
 CQ0061.and adjusted by the National Geodetic Survey in June 1991..
 CQ0061
 CQ0061.The geoid height was determined by GEOID03.
 CQ0061
 CQ0061.The dynamic height is computed by dividing the NAVD 88
 CQ0061.geopotential number by the normal gravity value computed on the
 CQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0061.degrees latitude (g = 980.6199 gals.).
 CQ0061
 CQ0061.The modeled gravity was interpolated from observed gravity values.
 CQ0061
 CQ0061;                    North         East    Units  Estimated Accuracy
 CQ0061;SPC LA N     -   224,730.    1,019,230.      MT  (+/- 180 meters Scaled)
 CQ0061
 CQ0061                          SUPERSEDED SURVEY CONTROL
 CQ0061
 CQ0061  NGVD 29 (??/??/??)   50.320  (m)          165.09   (f) ADJUSTED    1 1
 CQ0061
 CQ0061.Superseded values are not recommended for survey control.
 CQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0061.See file dsdata.txt to determine how the superseded data were derived.
 CQ0061
 CQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR661990(NAD 83)
 CQ0061_MARKER: DB = BENCH MARK DISK
 CQ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0061_STAMPING: D 129 1950
 CQ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0061+STABILITY: SURFACE MOTION
 CQ0061
 CQ0061  HISTORY     - Date     Condition        Report By
 CQ0061  HISTORY     - 1950     MONUMENTED       CGS
 CQ0061  HISTORY     - 1971     GOOD             NGS
 CQ0061  HISTORY     - 1990     GOOD             USPSQD
 CQ0061  HISTORY     - 1991     GOOD             USPSQD
 CQ0061  HISTORY     - 19910423 GOOD             USPSQD
 CQ0061
 CQ0061                          STATION DESCRIPTION
 CQ0061
 CQ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0061'3.9 MI E FROM CALHOUN.
 CQ0061'LOCATED 3.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM ITS JUNCTION WITH
 CQ0061'STATE HIGHWAY 201 AT CALHOUN, AT THE SUMMIT OF A HILL, 93 FEET NORTH
 CQ0061'OF THE CENTER OF THE HIGHWAY, 17 FEET NORTHEAST OF A WATER PUMP, 130
 CQ0061'FEET EAST OF A NORTH-SOUTH FENCE LINE, 76.5 FEET SOUTHEAST OF AN
 CQ0061'18-INCH PINE TREE, 35 FEET NORTH OF A 2-FOOT PINE TREE, 32 FEET WEST
 CQ0061'OF A 2-FOOT PINE TREE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 CQ0061'IS ON PROPERTY OWNED BY MR. CLARK WHO RUNS A SMALL GROCERY STORE JUST
 CQ0061'EAST OF THE MARK.  NOTE-- THE MARK WAS ORIGINALLY SET IN A ROAD SIDE
 CQ0061'PARK.  THE ROAD SIDE PARK WAS ABANDONED AND THE LAND SOLD BACK TO THE
 CQ0061'OWNERS WHO WILL BUILD A HOUSE ON THE SITE.
 CQ0061
 CQ0061                          STATION RECOVERY (1990)
 CQ0061
 CQ0061'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0061'RECOVERED IN GOOD CONDITION.
 CQ0061
 CQ0061                          STATION RECOVERY (1991)
 CQ0061
 CQ0061'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0061'RECOVERED IN GOOD CONDITION.
 CQ0061
 CQ0061                          STATION RECOVERY (1991)
 CQ0061
 CQ0061'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0390 ***********************************************************************
 BX0390  DESIGNATION -  D 130
 BX0390  PID         -  BX0390
 BX0390  STATE/COUNTY-  LA/CALDWELL
 BX0390  USGS QUAD   -  HOLUM (1988)
 BX0390
 BX0390                         *CURRENT SURVEY CONTROL
 BX0390  ___________________________________________________________________
 BX0390* NAD 83(1986)-  31 55 19.     (N)    092 07 03.     (W)     SCALED    
 BX0390* NAVD 88     -        57.87   (+/-2cm)     189.9    (feet)  VERTCON   
 BX0390  ___________________________________________________________________
 BX0390  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0390
 BX0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0390
 BX0390.The horizontal coordinates were scaled from a topographic map and have
 BX0390.an estimated accuracy of +/- 6 seconds.
 BX0390
 BX0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0390.The vertical order pertains to the NGVD 29 superseded value.
 BX0390
 BX0390.The geoid height was determined by GEOID03.
 BX0390
 BX0390;                    North         East    Units  Estimated Accuracy
 BX0390;SPC LA N     -   157,720.    1,036,170.      MT  (+/- 180 meters Scaled)
 BX0390
 BX0390                          SUPERSEDED SURVEY CONTROL
 BX0390
 BX0390  NGVD 29 (??/??/??)   57.878  (m)          189.89   (f) ADJUSTED    2 0
 BX0390
 BX0390.Superseded values are not recommended for survey control.
 BX0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0390.See file dsdata.txt to determine how the superseded data were derived.
 BX0390
 BX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR834321(NAD 83)
 BX0390_MARKER: DB = BENCH MARK DISK
 BX0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0390_STAMPING: D 130 1950
 BX0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0390+STABILITY: SURFACE MOTION
 BX0390
 BX0390  HISTORY     - Date     Condition        Report By
 BX0390  HISTORY     - 1950     MONUMENTED       CGS
 BX0390
 BX0390                          STATION DESCRIPTION
 BX0390
 BX0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0390'7.05 MI SE FROM KELLY.
 BX0390'2.4 MILES SOUTH ALONG OLD U.S. HIGHWAY 165 FROM THE MISSOURI PACIFIC
 BX0390'RAILROAD STATION AT KELLY, THENCE 1.1 MILES EAST ALONG A DIRT ROAD,
 BX0390'THENCE 1.45 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 2.1 MILES
 BX0390'EAST ALONG A DIRT ROAD, 53.3 FEET NORTH OF THE CENTER LINE OF THE
 BX0390'ROAD, 40 FEET NORTH OF A 24 INCH BLAZED PINE TREE, 14.5 FEET WEST OF
 BX0390'AN 18 INCH BLAZED PINE TREE, 11.7 FEET EAST OF A 20 INCH BLAZED PINE
 BX0390'TREE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX0390'POST WHICH PROJECTS 9 INCHES ABOVE THE GROUND.   NOTE-- THIS MARK IS
 BX0390'1.0 MILE WEST OF BENCH MARK X 123.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2796 ***********************************************************************
 BJ2796  DESIGNATION -  D 131
 BJ2796  PID         -  BJ2796
 BJ2796  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2796  USGS QUAD   -  INNIS (1994)
 BJ2796
 BJ2796                         *CURRENT SURVEY CONTROL
 BJ2796  ___________________________________________________________________
 BJ2796* NAD 83(1986)-  30 57 15.     (N)    091 38 50.     (W)     SCALED    
 BJ2796* NAVD 88     -        15.69   (+/-2cm)      51.5    (feet)  VERTCON   
 BJ2796  ___________________________________________________________________
 BJ2796  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2796
 BJ2796  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2796
 BJ2796.The horizontal coordinates were scaled from a topographic map and have
 BJ2796.an estimated accuracy of +/- 6 seconds.
 BJ2796
 BJ2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2796.The vertical order pertains to the NGVD 29 superseded value.
 BJ2796
 BJ2796.The geoid height was determined by GEOID03.
 BJ2796
 BJ2796;                    North         East    Units  Estimated Accuracy
 BJ2796;SPC LA S     -   272,080.      970,010.      MT  (+/- 180 meters Scaled)
 BJ2796
 BJ2796                          SUPERSEDED SURVEY CONTROL
 BJ2796
 BJ2796  NGVD 29 (??/??/??)   15.676  (m)           51.43   (f) ADJUSTED    1 2
 BJ2796
 BJ2796.Superseded values are not recommended for survey control.
 BJ2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2796.See file dsdata.txt to determine how the superseded data were derived.
 BJ2796
 BJ2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ292253(NAD 83)
 BJ2796_MARKER: DB = BENCH MARK DISK
 BJ2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2796_STAMPING: D 131 1938
 BJ2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2796+STABILITY: SURFACE MOTION
 BJ2796
 BJ2796  HISTORY     - Date     Condition        Report By
 BJ2796  HISTORY     - 1938     MONUMENTED       CGS
 BJ2796  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2796
 BJ2796                          STATION DESCRIPTION
 BJ2796
 BJ2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2796'3.0 MI SW FROM ANGOLA.
 BJ2796'3 MILES SW OF ANGOLA, WEST FELICIANA PARISH, 1-1/2 MILES DOWNSTREAM
 BJ2796'FROM CAMP G, AT THE LA. STATE PENAL FARM, 300 FEET EAST OF THE TOP
 BJ2796'BANK OF MISS. RIVER, ON THE EAST TOE OF THE LEVEE, 50 FEET DOWNSTREAM
 BJ2796'FROM THE RAMP OVER THE LEVEE, AT THE EDGE OF AN UNCULTIVATED FIELD,
 BJ2796'AND OPPOSITE GAGE P-11.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BJ2796'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1739 ***********************************************************************
 BW1739  DESIGNATION -  D 132
 BW1739  PID         -  BW1739
 BW1739  STATE/COUNTY-  LA/CATAHOULA
 BW1739  USGS QUAD   -  AIMWELL (1984)
 BW1739
 BW1739                         *CURRENT SURVEY CONTROL
 BW1739  ___________________________________________________________________
 BW1739* NAD 83(1986)-  31 48 59.     (N)    091 54 14.     (W)     SCALED    
 BW1739* NAVD 88     -        60.90   (+/-2cm)     199.8    (feet)  VERTCON   
 BW1739  ___________________________________________________________________
 BW1739  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1739
 BW1739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1739
 BW1739.The horizontal coordinates were scaled from a topographic map and have
 BW1739.an estimated accuracy of +/- 6 seconds.
 BW1739
 BW1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1739.The vertical order pertains to the NGVD 29 superseded value.
 BW1739
 BW1739.The geoid height was determined by GEOID03.
 BW1739
 BW1739;                    North         East    Units  Estimated Accuracy
 BW1739;SPC LA N     -   146,110.    1,056,440.      MT  (+/- 180 meters Scaled)
 BW1739
 BW1739                          SUPERSEDED SURVEY CONTROL
 BW1739
 BW1739  NGVD 29 (??/??/92)   60.896  (m)          199.79   (f) ADJ UNCH    2 0
 BW1739
 BW1739.Superseded values are not recommended for survey control.
 BW1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1739.See file dsdata.txt to determine how the superseded data were derived.
 BW1739
 BW1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR037206(NAD 83)
 BW1739_MARKER: DB = BENCH MARK DISK
 BW1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1739_STAMPING: D 132 1950
 BW1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1739+STABILITY: SURFACE MOTION
 BW1739
 BW1739  HISTORY     - Date     Condition        Report By
 BW1739  HISTORY     - 1950     MONUMENTED       CGS
 BW1739  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1739
 BW1739                          STATION DESCRIPTION
 BW1739
 BW1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1739'7.85 MI NW FROM HARRISONBURG.
 BW1739'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1739'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD, THENCE
 BW1739'3.85 MILES NORTHWEST ALONG A WINDING DIRT ROAD.  200 FEET NORTH OF A Y
 BW1739'ROAD JUNCTION, ON THE SIDE OF A HILL WHICH SLOPES TO THE WEST, 30 FEET
 BW1739'WEST OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHWEST OF A 10 INCH
 BW1739'TRIANGULAR BLAZED OAK TREE, 15 FEET NORTH OF A 14 INCH TRIANGULAR
 BW1739'BLAZED PINE TREE, 2.3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 BW1739'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BW1739
 BW1739                          STATION RECOVERY (1981)
 BW1739
 BW1739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1549 ***********************************************************************
 BW1549  DESIGNATION -  D 133
 BW1549  PID         -  BW1549
 BW1549  STATE/COUNTY-  LA/CATAHOULA
 BW1549  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1549
 BW1549                         *CURRENT SURVEY CONTROL
 BW1549  ___________________________________________________________________
 BW1549* NAD 83(1986)-  31 40 04.     (N)    091 50 08.     (W)     SCALED    
 BW1549* NAVD 88     -        16.92   (+/-2cm)      55.5    (feet)  VERTCON   
 BW1549  ___________________________________________________________________
 BW1549  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BW1549
 BW1549  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1549
 BW1549.The horizontal coordinates were scaled from a topographic map and have
 BW1549.an estimated accuracy of +/- 6 seconds.
 BW1549
 BW1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1549.The vertical order pertains to the NGVD 29 superseded value.
 BW1549
 BW1549.The geoid height was determined by GEOID03.
 BW1549
 BW1549;                    North         East    Units  Estimated Accuracy
 BW1549;SPC LA N     -   129,670.    1,063,010.      MT  (+/- 180 meters Scaled)
 BW1549
 BW1549                          SUPERSEDED SURVEY CONTROL
 BW1549
 BW1549  NGVD 29 (??/??/92)   16.914  (m)           55.49   (f) ADJ UNCH    1 2
 BW1549
 BW1549.Superseded values are not recommended for survey control.
 BW1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1549.See file dsdata.txt to determine how the superseded data were derived.
 BW1549
 BW1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR103042(NAD 83)
 BW1549_MARKER: DB = BENCH MARK DISK
 BW1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1549_STAMPING: D 133 1950
 BW1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1549+STABILITY: SURFACE MOTION
 BW1549
 BW1549  HISTORY     - Date     Condition        Report By
 BW1549  HISTORY     - 1950     MONUMENTED       CGS
 BW1549  HISTORY     - 1966     GOOD             NGS
 BW1549
 BW1549                          STATION DESCRIPTION
 BW1549
 BW1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1549'3.1 MI S FROM WALLACE RIDGE.
 BW1549'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE INTERSECTION OF
 BW1549'THE HIGHWAY AND STATE HIGHWAY 923 AT WALLACE RIDGE, OR ABOUT 0.6 MILE
 BW1549'NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END OF THE BRIDGE
 BW1549'OVER THE BLACK RIVER AT JONESVILLE, THENCE 2.75 MILES NORTH ALONG
 BW1549'STATE HIGHWAY 124, IN SECTION 14, T 8 N, R 6 E, ABOUT 0.15 MILE SOUTH
 BW1549'OF THE JUNCTION OF STATE HIGHWAYS 124 AND 126, ABOUT 0.1 MILE
 BW1549'NORTH-NORTHEAST OF A GROUP OF OIL TANKS, ABOUT 135 YARDS SOUTH OF THE
 BW1549'SOUTH END OF A CONCRETE HEAD WALL OF A CULVERT, 65 FEET WEST OF THE
 BW1549'CENTER LINE OF THE HIGHWAY, 29 FEET NORTH OF TELEPHONE POLE NUMBER 45,
 BW1549'1 1/2 FEET EAST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 BW1549'POST, ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BW1549'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0319 ***********************************************************************
 BX0319  DESIGNATION -  D 137
 BX0319  PID         -  BX0319
 BX0319  STATE/COUNTY-  LA/CALDWELL
 BX0319  USGS QUAD   -  OLLA WEST (1984)
 BX0319
 BX0319                         *CURRENT SURVEY CONTROL
 BX0319  ___________________________________________________________________
 BX0319* NAD 83(1986)-  32 00 00.     (N)    092 15 25.     (W)     SCALED    
 BX0319* NAVD 88     -        38.44   (+/-2cm)     126.1    (feet)  VERTCON   
 BX0319  ___________________________________________________________________
 BX0319  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BX0319
 BX0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0319
 BX0319.The horizontal coordinates were scaled from a topographic map and have
 BX0319.an estimated accuracy of +/- 6 seconds.
 BX0319
 BX0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0319.The vertical order pertains to the NGVD 29 superseded value.
 BX0319
 BX0319.The geoid height was determined by GEOID03.
 BX0319
 BX0319;                    North         East    Units  Estimated Accuracy
 BX0319;SPC LA N     -   166,340.    1,022,970.      MT  (+/- 180 meters Scaled)
 BX0319
 BX0319                          SUPERSEDED SURVEY CONTROL
 BX0319
 BX0319  NGVD 29 (??/??/??)   38.456  (m)          126.17   (f) ADJUSTED    2 0
 BX0319
 BX0319.Superseded values are not recommended for survey control.
 BX0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0319.See file dsdata.txt to determine how the superseded data were derived.
 BX0319
 BX0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR701406(NAD 83)
 BX0319_MARKER: DB = BENCH MARK DISK
 BX0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0319_STAMPING: D 137 1950
 BX0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0319+STABILITY: SURFACE MOTION
 BX0319
 BX0319  HISTORY     - Date     Condition        Report By
 BX0319  HISTORY     - 1950     MONUMENTED       CGS
 BX0319
 BX0319                          STATION DESCRIPTION
 BX0319
 BX0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0319'6.2 MI W FROM KELLY.
 BX0319'1.55 MILES WEST ALONG STATE HIGHWAY NO. 246 FROM THE POST OFFICE AT
 BX0319'KELLY, THENCE 2.55 MILES WEST ALONG A PARISH ROAD, THENCE 2.1 MILES
 BX0319'WEST ALONG STATE HIGHWAY NO. 246, AT A Y-JUNCTION OF ROADS, ABOUT 300
 BX0319'FEET NORTH OF A FARMHOUSE ON THE WEST SIDE OF THE HIGHWAY, 104 FEET
 BX0319'WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF THE CENTER
 BX0319'LINE OF A SIDE ROAD LEADING WEST, IN A SMALL CLEARING, SET IN THE TOP
 BX0319'OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.4 FOOT ABOVE
 BX0319'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1729 ***********************************************************************
 BW1729  DESIGNATION -  D 138
 BW1729  PID         -  BW1729
 BW1729  STATE/COUNTY-  LA/CATAHOULA
 BW1729  USGS QUAD   -  AIMWELL (1984)
 BW1729
 BW1729                         *CURRENT SURVEY CONTROL
 BW1729  ___________________________________________________________________
 BW1729* NAD 83(1986)-  31 50 25.     (N)    091 59 12.     (W)     SCALED    
 BW1729* NAVD 88     -        79.51   (+/-2cm)     260.9    (feet)  VERTCON   
 BW1729  ___________________________________________________________________
 BW1729  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BW1729
 BW1729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1729
 BW1729.The horizontal coordinates were scaled from a topographic map and have
 BW1729.an estimated accuracy of +/- 6 seconds.
 BW1729
 BW1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1729.The vertical order pertains to the NGVD 29 superseded value.
 BW1729
 BW1729.The geoid height was determined by GEOID03.
 BW1729
 BW1729;                    North         East    Units  Estimated Accuracy
 BW1729;SPC LA N     -   148,720.    1,048,590.      MT  (+/- 180 meters Scaled)
 BW1729
 BW1729                          SUPERSEDED SURVEY CONTROL
 BW1729
 BW1729  NGVD 29 (??/??/92)   79.511  (m)          260.86   (f) ADJ UNCH    2 0
 BW1729
 BW1729.Superseded values are not recommended for survey control.
 BW1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1729.See file dsdata.txt to determine how the superseded data were derived.
 BW1729
 BW1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR958231(NAD 83)
 BW1729_MARKER: DB = BENCH MARK DISK
 BW1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1729_STAMPING: D 138 1950
 BW1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1729+STABILITY: SURFACE MOTION
 BW1729
 BW1729  HISTORY     - Date     Condition        Report By
 BW1729  HISTORY     - 1950     MONUMENTED       CGS
 BW1729
 BW1729                          STATION DESCRIPTION
 BW1729
 BW1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1729'6.1 MI SE FROM ROSEFIELD.
 BW1729'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BW1729'ROSEFIELD, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BW1729'1.2 MILES SOUTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.9 MILES SOUTH
 BW1729'ALONG A WINDING DIRT ROAD, THENCE 1.0 MILE EAST ALONG A WINDING DIRT
 BW1729'ROAD.  AT A POINT WHERE A POWER LINE PASSES OVER THE ROAD, ON THE
 BW1729'OUTSIDE OF A CURVE IN THE ROAD, 66 FEET NORTH OF THE CENTER LINE OF
 BW1729'THE ROAD, 10 FEET NORTHEAST OF A 12 INCH TRIANGULAR BLAZED PINE TREE,
 BW1729'10 FEET SOUTHWEST OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 1.4 FEET
 BW1729'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1729'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2492 ***********************************************************************
 BX2492  DESIGNATION -  D 139
 BX2492  PID         -  BX2492
 BX2492  STATE/COUNTY-  LA/WINN
 BX2492  USGS QUAD   -  FLAT CREEK (1984)
 BX2492
 BX2492                         *CURRENT SURVEY CONTROL
 BX2492  ___________________________________________________________________
 BX2492* NAD 83(1986)-  31 57 21.     (N)    092 23 07.     (W)     SCALED    
 BX2492* NAVD 88     -        58.23   (+/-2cm)     191.0    (feet)  VERTCON   
 BX2492  ___________________________________________________________________
 BX2492  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BX2492
 BX2492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2492
 BX2492.The horizontal coordinates were scaled from a topographic map and have
 BX2492.an estimated accuracy of +/- 6 seconds.
 BX2492
 BX2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2492.The vertical order pertains to the NGVD 29 superseded value.
 BX2492
 BX2492.The geoid height was determined by GEOID03.
 BX2492
 BX2492;                    North         East    Units  Estimated Accuracy
 BX2492;SPC LA N     -   161,420.    1,010,850.      MT  (+/- 180 meters Scaled)
 BX2492
 BX2492                          SUPERSEDED SURVEY CONTROL
 BX2492
 BX2492  NGVD 29 (??/??/??)   58.250  (m)          191.11   (f) ADJUSTED    2 0
 BX2492
 BX2492.Superseded values are not recommended for survey control.
 BX2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2492.See file dsdata.txt to determine how the superseded data were derived.
 BX2492
 BX2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR580357(NAD 83)
 BX2492_MARKER: DB = BENCH MARK DISK
 BX2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2492_STAMPING: D 139 1950
 BX2492
 BX2492  HISTORY     - Date     Condition        Report By
 BX2492  HISTORY     - UNK      MONUMENTED
 BX2492
 BX2492                          STATION DESCRIPTION
 BX2492
 BX2492'DESCRIBED UNK
 BX2492'12.1 MI NW FROM OLLA.
 BX2492'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX2492'PACIFIC RAILROAD STATION AT OLLA, THENCE 7.3 MILES NORTHWEST ALONG
 BX2492'STATE HIGHWAY NO. 6, THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY NO.
 BX2492'413.  AT A Y-JUNCTION OF THE MAIN ROAD AND THE ABANDONED SECTION OF
 BX2492'STATE HIGHWAY NO. 413, 28 FEET WEST OF THE CENTER LINE OF THE
 BX2492'ABANDONED ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN
 BX2492'TRAVELED ROAD, 11 FEET NORTHWEST OF AN 8-INCH PINE WITH A TRIANGULAR
 BX2492'BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 1.5 FEET SOUTH OF A REFERENCE
 BX2492'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BX2492'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1710 ***********************************************************************
 CQ1710  DESIGNATION -  D 140
 CQ1710  PID         -  CQ1710
 CQ1710  STATE/COUNTY-  LA/DE SOTO
 CQ1710  USGS QUAD   -  LONGSTREET (1972)
 CQ1710
 CQ1710                         *CURRENT SURVEY CONTROL
 CQ1710  ___________________________________________________________________
 CQ1710* NAD 83(1986)-  32 02 59.     (N)    093 58 11.     (W)     SCALED    
 CQ1710* NAVD 88     -        65.333  (meters)     214.35   (feet)  ADJUSTED  
 CQ1710  ___________________________________________________________________
 CQ1710  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1710  DYNAMIC HT  -          65.257 (meters)     214.10  (feet)  COMP
 CQ1710  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CQ1710
 CQ1710  VERT ORDER  -  FIRST     CLASS II
 CQ1710
 CQ1710.The horizontal coordinates were scaled from a topographic map and have
 CQ1710.an estimated accuracy of +/- 6 seconds.
 CQ1710
 CQ1710.The orthometric height was determined by differential leveling
 CQ1710.and adjusted by the National Geodetic Survey in June 1991..
 CQ1710
 CQ1710.The geoid height was determined by GEOID03.
 CQ1710
 CQ1710.The dynamic height is computed by dividing the NAVD 88
 CQ1710.geopotential number by the normal gravity value computed on the
 CQ1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1710.degrees latitude (g = 980.6199 gals.).
 CQ1710
 CQ1710.The modeled gravity was interpolated from observed gravity values.
 CQ1710
 CQ1710;                    North         East    Units  Estimated Accuracy
 CQ1710;SPC LA N     -   172,770.      861,210.      MT  (+/- 180 meters Scaled)
 CQ1710
 CQ1710                          SUPERSEDED SURVEY CONTROL
 CQ1710
 CQ1710  NGVD 29 (??/??/??)   65.395  (m)          214.55   (f) ADJUSTED    1 2
 CQ1710
 CQ1710.Superseded values are not recommended for survey control.
 CQ1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1710.See file dsdata.txt to determine how the superseded data were derived.
 CQ1710
 CQ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR084463(NAD 83)
 CQ1710_MARKER: DB = BENCH MARK DISK
 CQ1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1710_STAMPING: D 140 1952
 CQ1710_PROJECTION: PROJECTING 20 CENTIMETERS
 CQ1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1710+STABILITY: SURFACE MOTION
 CQ1710
 CQ1710  HISTORY     - Date     Condition        Report By
 CQ1710  HISTORY     - 1952     MONUMENTED       CGS
 CQ1710  HISTORY     - 1979     GOOD             NGS
 CQ1710  HISTORY     - 19961116 GOOD             USPSQD
 CQ1710
 CQ1710                          STATION DESCRIPTION
 CQ1710
 CQ1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1710'3.55 MI SW FROM LONGSTREET.
 CQ1710'3.55 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE TEXAS AND NEW
 CQ1710'ORLEANS RAILROAD STATION AT LONGSTREET, 225 FEET SOUTH OF THE
 CQ1710'SOUTHEAST CORNER OF A CHURCH, 59 FEET WEST OF THE CENTER LINE OF THE
 CQ1710'HIGHWAY, 4.8 FEET NORTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER,
 CQ1710'2 FEET SOUTH OF A WITNESS POST, 6 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CQ1710'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 CQ1710'GROUND.
 CQ1710
 CQ1710                          STATION RECOVERY (1979)
 CQ1710
 CQ1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1710'OMIT-3.55 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE TEXAS
 CQ1710'AND NEW ORLEANS RAILROAD STATION AT LONGSTREET, 2.0 FT. SOUTH OF A
 CQ1710'WITNESS POST.
 CQ1710'ADD-3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 CQ1710'IN LONGSTREET.
 CQ1710'THE MARK IS 9 FT  W FROM A WITNESS POST.
 CQ1710
 CQ1710                          STATION RECOVERY (1996)
 CQ1710
 CQ1710'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1740 ***********************************************************************
 CQ1740  DESIGNATION -  D 141
 CQ1740  PID         -  CQ1740
 CQ1740  STATE/COUNTY-  LA/CADDO
 CQ1740  USGS QUAD   -  STONEWALL (1992)
 CQ1740
 CQ1740                         *CURRENT SURVEY CONTROL
 CQ1740  ___________________________________________________________________
 CQ1740* NAD 83(1986)-  32 19 08.     (N)    093 50 41.     (W)     SCALED    
 CQ1740* NAVD 88     -        68.22   (+/-2cm)     223.8    (feet)  VERTCON   
 CQ1740  ___________________________________________________________________
 CQ1740  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1740
 CQ1740  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1740
 CQ1740.The horizontal coordinates were scaled from a topographic map and have
 CQ1740.an estimated accuracy of +/- 6 seconds.
 CQ1740
 CQ1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1740.The vertical order pertains to the NGVD 29 superseded value.
 CQ1740
 CQ1740.The geoid height was determined by GEOID03.
 CQ1740
 CQ1740;                    North         East    Units  Estimated Accuracy
 CQ1740;SPC LA N     -   202,460.      873,390.      MT  (+/- 180 meters Scaled)
 CQ1740
 CQ1740                          SUPERSEDED SURVEY CONTROL
 CQ1740
 CQ1740  NGVD 29 (??/??/??)   68.286  (m)          224.03   (f) ADJUSTED    1 2
 CQ1740
 CQ1740.Superseded values are not recommended for survey control.
 CQ1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1740.See file dsdata.txt to determine how the superseded data were derived.
 CQ1740
 CQ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR204760(NAD 83)
 CQ1740_MARKER: DB = BENCH MARK DISK
 CQ1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1740_STAMPING: D 141 1952
 CQ1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1740+STABILITY: SURFACE MOTION
 CQ1740
 CQ1740  HISTORY     - Date     Condition        Report By
 CQ1740  HISTORY     - 1952     MONUMENTED       CGS
 CQ1740  HISTORY     - 1976     POOR             USGS
 CQ1740  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1740  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CQ1740
 CQ1740                          STATION DESCRIPTION
 CQ1740
 CQ1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1740'1.2 MI SW FROM KEITHVILLE.
 CQ1740'1.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1740'STATION AT KEITHVILLE, 65 FEET WEST OF THE CENTER OF A GRAVELED ROAD
 CQ1740'CROSSING, 54 FEET NORTHWEST OF THE NORTHWEST RAIL, 16 FEET SOUTHEAST
 CQ1740'OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CQ1740'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CQ1740
 CQ1740                          STATION RECOVERY (1976)
 CQ1740
 CQ1740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1740'MARK RECOVERED IN POOR CONDITION.
 CQ1740
 CQ1740                          STATION RECOVERY (1979)
 CQ1740
 CQ1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1740'MARK NOT FOUND.
 CQ1740
 CQ1740                          STATION RECOVERY (1999)
 CQ1740
 CQ1740'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0253 ***********************************************************************
 BX0253  DESIGNATION -  D 142
 BX0253  PID         -  BX0253
 BX0253  STATE/COUNTY-  LA/WINN
 BX0253  USGS QUAD   -  OLLA WEST (1984)
 BX0253
 BX0253                         *CURRENT SURVEY CONTROL
 BX0253  ___________________________________________________________________
 BX0253* NAD 83(1986)-  31 55 02.     (N)    092 22 22.     (W)     SCALED    
 BX0253* NAVD 88     -        43.75   (+/-2cm)     143.5    (feet)  VERTCON   
 BX0253  ___________________________________________________________________
 BX0253  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0253
 BX0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0253
 BX0253.The horizontal coordinates were scaled from a topographic map and have
 BX0253.an estimated accuracy of +/- 6 seconds.
 BX0253
 BX0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0253.The vertical order pertains to the NGVD 29 superseded value.
 BX0253
 BX0253.The geoid height was determined by GEOID03.
 BX0253
 BX0253;                    North         East    Units  Estimated Accuracy
 BX0253;SPC LA N     -   157,140.    1,012,030.      MT  (+/- 180 meters Scaled)
 BX0253
 BX0253                          SUPERSEDED SURVEY CONTROL
 BX0253
 BX0253  NGVD 29 (??/??/??)   43.772  (m)          143.61   (f) ADJUSTED    2 0
 BX0253
 BX0253.Superseded values are not recommended for survey control.
 BX0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0253.See file dsdata.txt to determine how the superseded data were derived.
 BX0253
 BX0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR592314(NAD 83)
 BX0253_MARKER: DB = BENCH MARK DISK
 BX0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0253_STAMPING: D 142 1950
 BX0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0253+STABILITY: SURFACE MOTION
 BX0253
 BX0253  HISTORY     - Date     Condition        Report By
 BX0253  HISTORY     - 1950     MONUMENTED       CGS
 BX0253
 BX0253                          STATION DESCRIPTION
 BX0253
 BX0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0253'16.6 MI E FROM WINNFIELD.
 BX0253'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX0253'WINNFIELD, THENCE 10.1 MILES EAST ALONG STATE HIGHWAY 6.  AT A ROAD
 BX0253'INTERSECTION, 81 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 BX0253'NORTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST FROM THE
 BX0253'INTERSECTION, 2.3 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 BX0253'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 BX0253'BENCH MARK IS 1.1 MILES NORTH OF BENCH MARK Z 128.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3112 ***********************************************************************
 BX3112  DESIGNATION -  D 15 RESET
 BX3112  PID         -  BX3112
 BX3112  STATE/COUNTY-  LA/RAPIDES
 BX3112  USGS QUAD   -  ALEXANDRIA (1992)
 BX3112
 BX3112                         *CURRENT SURVEY CONTROL
 BX3112  ___________________________________________________________________
 BX3112* NAD 83(1986)-  31 18 30.     (N)    092 27 01.     (W)     SCALED    
 BX3112* NAVD 88     -        23.58   (+/-2cm)      77.4    (feet)  VERTCON   
 BX3112  ___________________________________________________________________
 BX3112  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX3112
 BX3112  VERT ORDER  -  THIRD (See Below)
 BX3112
 BX3112.The horizontal coordinates were scaled from a topographic map and have
 BX3112.an estimated accuracy of +/- 6 seconds.
 BX3112
 BX3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3112.The vertical order pertains to the NGVD 29 superseded value.
 BX3112
 BX3112.The geoid height was determined by GEOID03.
 BX3112
 BX3112;                    North         East    Units  Estimated Accuracy
 BX3112;SPC LA N     -    89,630.    1,004,730.      MT  (+/- 180 meters Scaled)
 BX3112
 BX3112                          SUPERSEDED SURVEY CONTROL
 BX3112
 BX3112  NGVD 29 (09/18/05)   23.57   (m)           77.3    (f) RESET       3  
 BX3112
 BX3112.Superseded values are not recommended for survey control.
 BX3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3112.See file dsdata.txt to determine how the superseded data were derived.
 BX3112
 BX3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ523639(NAD 83)
 BX3112_MARKER: DB = BENCH MARK DISK
 BX3112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BX3112_SP_SET: STAINLESS STEEL ROD
 BX3112_STAMPING: D 15 RESET 1987
 BX3112_MARK LOGO: NGS   
 BX3112_PROJECTION: FLUSH
 BX3112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3112_ROD/PIPE-DEPTH: 6.1  meters
 BX3112
 BX3112  HISTORY     - Date     Condition        Report By
 BX3112  HISTORY     - 1987     MONUMENTED       LADTD
 BX3112
 BX3112                          STATION DESCRIPTION
 BX3112
 BX3112'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3112'IN ALEXANDRIA.
 BX3112'ABOUT 0.72 KM (0.45 MI) SOUTHWEST ON MARY STREET FROM THE CITY HALL AT
 BX3112'ALEXANDRIA, THENCE 0.4 KM ).25 MI) NORTHWEST ON THE TEXAS AND PACIFIC
 BX3112'RAILROAD, ABOUT 4.5 RAILS NORTHWEST OF THE CROSSING OF JACKSON STREET,
 BX3112'60.6 METERS (199 FT) NORTH-NORTHWEST OF THE CENTER OF JACKSON STREET,
 BX3112'11.6 METERS (38 FT) EAST-NORTHEAST OF THE CENTER OF WHEELOCK STREET,
 BX3112'6.6 METERS (21.5 FT) EAST-NORTHEAST OF A TELEGRAPH POLE AND 6.1 METERS
 BX3112'(20 FT) WEST-SOUTHWEST OF THE WEST RAIL.
 BX3112'THE MARK IS 0.46 METERS  SSE FROM A WITNESS POST.
 BX3112'THE MARK IS 0.61 M ABOVE WHEELOCK STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0720 ***********************************************************************
 AU0720  DESIGNATION -  D 158
 AU0720  PID         -  AU0720
 AU0720  STATE/COUNTY-  LA/JEFFERSON
 AU0720  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0720
 AU0720                         *CURRENT SURVEY CONTROL
 AU0720  ___________________________________________________________________
 AU0720* NAD 83(1992)-  29 55 42.64643(N)    090 09 23.05393(W)     ADJUSTED  
 AU0720* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0720  **This station is located in a subsidence area (see below).
 AU0720  ___________________________________________________________________
 AU0720  X           -     -15,101.554 (meters)                     COMP
 AU0720  Y           -  -5,532,172.170 (meters)                     COMP
 AU0720  Z           -   3,163,495.909 (meters)                     COMP
 AU0720  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU0720  ELLIP HEIGHT-         -25.17  (meters)          (09/30/02) GPS OBS
 AU0720  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU0720  DYNAMIC HT  -           0.9   (meters)       3.    (feet)  COMP
 AU0720  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 AU0720  OBS GRAVITY -     979,311.5   (mgal)                       GRAV_OBS
 AU0720
 AU0720  HORZ ORDER  -  FIRST
 AU0720  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0720  ELLP ORDER  -  FOURTH    CLASS II
 AU0720
 AU0720.The horizontal coordinates were established by GPS observations
 AU0720.and adjusted by the National Geodetic Survey in January 1993..
 AU0720
 AU0720 ** The orthometric height has not been validated since last determined
 AU0720 ** by differential leveling and should not be used for control purposes.
 AU0720 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0720 ** area with valid NAVD 88 orthometric heights.
 AU0720 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0720 ** epoch indicated which incorporates improved geoid heights for the
 AU0720 ** Southern Louisiana Subsidence area.
 AU0720 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0720.The orthometric height was scaled from a topographic map.
 AU0720.The vertical order pertains to the NGVD 29 superseded value.
 AU0720
 AU0720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0720
 AU0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0720
 AU0720.The ellipsoidal height was determined by GPS observations
 AU0720.and is referenced to NAD 83.
 AU0720
 AU0720.The geoid height was determined by GEOID03.
 AU0720
 AU0720.The dynamic height is computed by dividing the NAVD 88
 AU0720.geopotential number by the normal gravity value computed on the
 AU0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0720.degrees latitude (g = 980.6199 gals.).
 AU0720
 AU0720.The modeled gravity was interpolated from observed gravity values.
 AU0720.The observed gravity was obtained from relative gravimeter ties
 AU0720.to the IGSN71 gravity network.
 AU0720
 AU0720;                    North         East     Units Scale Factor Converg.
 AU0720;SPC LA S     -   158,926.061 1,113,628.502   MT  0.99992654   +0 35 18.5
 AU0720;SPC LA S     -   521,409.92  3,653,629.51   sFT  0.99992654   +0 35 18.5
 AU0720;UTM  15      - 3,314,264.458   774,511.621   MT  1.00052985   +1 25 10.6
 AU0720
 AU0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0720!SPC LA S     -   1.00000395  x   0.99992654  =   0.99993049
 AU0720!UTM  15      -   1.00000395  x   1.00052985  =   1.00053381
 AU0720
 AU0720                          SUPERSEDED SURVEY CONTROL
 AU0720
 AU0720  ELLIP H (01/21/93)  -25.16   (m)                       GP(       ) 4 2
 AU0720  NAD 83(1986)-  29 55 42.66247(N)    090 09 23.05358(W) AD(       ) 1
 AU0720  NAD 27      -  29 55 41.92538(N)    090 09 22.78599(W) AD(       ) 1
 AU0720  NGVD 29 (??/??/??)    0.974  (m)            3.20   (f) ADJUSTED    1 2
 AU0720
 AU0720.Superseded values are not recommended for survey control.
 AU0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0720.See file dsdata.txt to determine how the superseded data were derived.
 AU0720
 AU0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7451214264(NAD 83)
 AU0720_MARKER: DB = BENCH MARK DISK
 AU0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0720_STAMPING: D 158 1955
 AU0720_MARK LOGO: CGS   
 AU0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0720+STABILITY: SURFACE MOTION
 AU0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0720+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1994
 AU0720
 AU0720  HISTORY     - Date     Condition        Report By
 AU0720  HISTORY     - 1955     MONUMENTED       CGS
 AU0720  HISTORY     - 1964     GOOD             CGS
 AU0720  HISTORY     - 1966     GOOD             CGS
 AU0720  HISTORY     - 1984     GOOD             LA-051
 AU0720  HISTORY     - 19870627 GOOD
 AU0720  HISTORY     - 19941123 GOOD             NGS
 AU0720
 AU0720                          STATION DESCRIPTION
 AU0720
 AU0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (UNK)
 AU0720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU0720'HIGHWAY 18 AT THE TRAFFIC CIRCLE AT THE SOUTH END OF THE HUEY P
 AU0720'LONG BRIDGE, GO EAST FOR 0.87 KM (0.55 MI) ON HIGHWAY 18 TO THE
 AU0720'STATION ON THE LEFT JUST PAST A SERIES OF HIGH TRANSMISSION LINES.
 AU0720'
 AU0720'THE STATION IS A STANDARD CGS DISK
 AU0720'STAMPED---D 158 1955---,
 AU0720'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AU0720'FLUSH WITH THE GROUND.
 AU0720'15.6 METERS (51.2 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY,
 AU0720'11.8 METERS (38.7 FT) NORTH FROM THE JUNCTION OF TWO METAL GUARD
 AU0720'RAILS,
 AU0720'0.8 METERS (2.6 FT) SOUTHWEST FROM THE RIGHT-OF-WAY FENCE, AND
 AU0720'0.5 METERS (1.6 FT) SOUTHWEST FROM A METAL WITNESS POST.
 AU0720
 AU0720                          STATION RECOVERY (1964)
 AU0720
 AU0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AU0720'0.6 MI E FROM BRIDGE CITY.
 AU0720'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 18 FROM THE TRAFFIC CIRCLE AND
 AU0720'JUNCTION OF U. S. HIGHWAY 90 AT BRIDGE CITY, ABOUT 0.3 MILE WEST OF
 AU0720'THE WESTWEGO CITY LIMITS, 52 FEET NORTH OF THE CENTER LINE OF THE
 AU0720'HIGHWAY, 32.5 FEET WEST OF THE SOUTHEAST CORNER OF A HIGH STEEL WIRE
 AU0720'FENCE, 6 FEET WEST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF
 AU0720'A DOUBLE 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 2 1/2 FEET SOUTH OF A
 AU0720'FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AU0720'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AU0720
 AU0720                          STATION RECOVERY (1966)
 AU0720
 AU0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AU0720'RECOVERED IN GOOD CONDITION.
 AU0720
 AU0720                          STATION RECOVERY (1984)
 AU0720
 AU0720'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU0720'RECOVERED IN GOOD CONDITION.
 AU0720
 AU0720                          STATION RECOVERY (1987)
 AU0720
 AU0720'RECOVERED 1987
 AU0720'RECOVERED IN GOOD CONDITION.
 AU0720
 AU0720                          STATION RECOVERY (1994)
 AU0720
 AU0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0720'0.9 KM (0.55 MI) EASTERLY ALONG STATE HIGHWAY 18 FROM THE TRAFFIC
 AU0720'CIRCLE AT THE SOUTH END OF THE HUEY P LONG BRIDGE IN BRIDGE CITY, 15.5
 AU0720'M (50.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.5 M (31.2 FT) WEST OF
 AU0720'THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 5.1 M (16.7 FT) WEST OF A
 AU0720'UTILITY POLE WITH 2 TRANSFORMERS, 2.0 M (6.6 FT) WEST OF THE WEST END
 AU0720'OF THE NORTH HEADWALL OF A CULVERT UNDER THE HIGHWAY, 0.7 M (2.3 FT)
 AU0720'SOUTH OF A CHAIN-LINK FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AU0720'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AU0720'DISK HAS BEEN MUTILATED AND THE STAMPING IS BARELY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1720 ***********************************************************************
 BK1720  DESIGNATION -  D 161
 BK1720  PID         -  BK1720
 BK1720  STATE/COUNTY-  LA/CALCASIEU
 BK1720  USGS QUAD   -  VINTON (1994)
 BK1720
 BK1720                         *CURRENT SURVEY CONTROL
 BK1720  ___________________________________________________________________
 BK1720* NAD 83(1992)-  30 11 11.94561(N)    093 35 21.85390(W)     ADJUSTED  
 BK1720* NAVD 88     -         4.586  (meters)      15.05   (feet)  ADJUSTED  
 BK1720  ___________________________________________________________________
 BK1720  X           -    -345,450.977 (meters)                     COMP
 BK1720  Y           -  -5,507,037.861 (meters)                     COMP
 BK1720  Z           -   3,188,264.324 (meters)                     COMP
 BK1720  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK1720  ELLIP HEIGHT-         -22.92  (meters)          (02/20/02) GPS OBS
 BK1720  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1720  DYNAMIC HT  -           4.580 (meters)      15.03  (feet)  COMP
 BK1720  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 BK1720  OBS GRAVITY -     979,312.2   (mgal)                       GRAV_OBS
 BK1720
 BK1720  HORZ ORDER  -  FIRST
 BK1720  VERT ORDER  -  FIRST     CLASS I
 BK1720  ELLP ORDER  -  FOURTH    CLASS I
 BK1720
 BK1720.The horizontal coordinates were established by GPS observations
 BK1720.and adjusted by the National Geodetic Survey in January 1995..
 BK1720
 BK1720.The orthometric height was determined by differential leveling
 BK1720.and adjusted by the National Geodetic Survey in February 1994..
 BK1720
 BK1720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1720
 BK1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1720
 BK1720.The ellipsoidal height was determined by GPS observations
 BK1720.and is referenced to NAD 83.
 BK1720
 BK1720.The geoid height was determined by GEOID03.
 BK1720
 BK1720.The dynamic height is computed by dividing the NAVD 88
 BK1720.geopotential number by the normal gravity value computed on the
 BK1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1720.degrees latitude (g = 980.6199 gals.).
 BK1720
 BK1720.The modeled gravity was interpolated from observed gravity values.
 BK1720.The observed gravity was obtained from relative gravimeter ties
 BK1720.to the IGSN71 gravity network.
 BK1720
 BK1720;                    North         East     Units Scale Factor Converg.
 BK1720;SPC LA S     -   189,094.636   782,757.692   MT  0.99993098   -1 07 41.0
 BK1720;SPC LA S     -   620,387.98  2,568,097.53   sFT  0.99993098   -1 07 41.0
 BK1720;UTM  15      - 3,339,614.900   443,259.545   MT  0.99963972   -0 17 46.9
 BK1720
 BK1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1720!SPC LA S     -   1.00000360  x   0.99993098  =   0.99993458
 BK1720!UTM  15      -   1.00000360  x   0.99963972  =   0.99964332
 BK1720
 BK1720                          SUPERSEDED SURVEY CONTROL
 BK1720
 BK1720  ELLIP H (01/13/95)  -22.84   (m)                       GP(       ) 3 2
 BK1720  NAVD 88 (06/15/91)    4.582  (m)           15.03   (f) UNKNOWN     1 1
 BK1720  NGVD 29 (??/??/??)    4.541  (m)           14.90   (f) ADJUSTED    1 1
 BK1720
 BK1720.Superseded values are not recommended for survey control.
 BK1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1720.See file dsdata.txt to determine how the superseded data were derived.
 BK1720
 BK1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4326039615(NAD 83)
 BK1720_MARKER: DV = VERTICAL CONTROL DISK
 BK1720_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BK1720_SP_SET: SET IN HEADWALL OF CULVERT
 BK1720_STAMPING: D 161 1955
 BK1720_MARK LOGO: CGS   
 BK1720_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1720+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BK1720
 BK1720  HISTORY     - Date     Condition        Report By
 BK1720  HISTORY     - 1955     MONUMENTED       CGS
 BK1720  HISTORY     - 1972     GOOD             NGS
 BK1720  HISTORY     - 1981     GOOD             NGS
 BK1720  HISTORY     - 1986     GOOD             NGS
 BK1720  HISTORY     - 1988     GOOD             USPSQD
 BK1720  HISTORY     - 1988     GOOD             USPSQD
 BK1720  HISTORY     - 1989     GOOD             USPSQD
 BK1720  HISTORY     - 19901218 GOOD             VFM
 BK1720  HISTORY     - 19961019 GOOD             USPSQD
 BK1720  HISTORY     - 19970208 GOOD             USPSQD
 BK1720  HISTORY     - 20021112 GOOD             USPSQD
 BK1720  HISTORY     - 20041009 GOOD             USPSQD
 BK1720  HISTORY     - 20060502 GOOD             NGS
 BK1720
 BK1720                          STATION DESCRIPTION
 BK1720
 BK1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1720'0.65 MI SW FROM VINTON.
 BK1720'ABOUT 0.65 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1720'MUNICIPAL BUILDING AT VINTON, 0.2 MILE SOUTHWEST OF MILEPOST 242, 103
 BK1720'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 24 FEET NORTHWEST OF THE CENTER
 BK1720'LINE OF U.S. HIGHWAY 90, SET IN THE TOP OF THE SOUTHWEST END OF THE
 BK1720'NORTHWEST CONCRETE HEADWALL OF A 16X8 FOOT DOUBLE CHANNEL CONCRETE
 BK1720'CULVERT UNDER THE HIGHWAY, AND ABOUT 2 FEET BELOW THE HIGHWAY. SEC 16,
 BK1720'T 10 S, R 12 W.
 BK1720
 BK1720                          STATION RECOVERY (1981)
 BK1720
 BK1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1720'1.08 KILOMETERS (0.65 MILE) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE
 BK1720'CITY MUNICIPAL BUILDING IN VINTON, TO THE MARK ON THE RIGHT IN TOP OF
 BK1720'THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 16 BY 8 FT DOUBLE
 BK1720'CHANNEL CONCRETE CULVERT UNDER HIGHWAY 90, 7.31 METERS (24.0 FEET)
 BK1720'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.39 METERS (103.0 FEET)
 BK1720'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 BK1720'0.48 METER (1.6 FEET) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 BK1720'HEADWALL OF THE CULVERT.
 BK1720'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 BK1720'THE MARK IS 0.6 M BELOW HIGHWAY.
 BK1720
 BK1720                          STATION RECOVERY (1986)
 BK1720
 BK1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1720'RECOVERED IN GOOD CONDITION.
 BK1720
 BK1720                          STATION RECOVERY (1988)
 BK1720
 BK1720'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1720'RECOVERED IN GOOD CONDITION.
 BK1720
 BK1720                          STATION RECOVERY (1988)
 BK1720
 BK1720'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1720'RECOVERED IN GOOD CONDITION.
 BK1720
 BK1720                          STATION RECOVERY (1989)
 BK1720
 BK1720'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1720'RECOVERED IN GOOD CONDITION.
 BK1720
 BK1720                          STATION RECOVERY (1990)
 BK1720
 BK1720'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK1720'RECOVERED AS DESCRIBED.
 BK1720
 BK1720                          STATION RECOVERY (1996)
 BK1720
 BK1720'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1720'RECOVERED IN GOOD CONDITION.
 BK1720
 BK1720                          STATION RECOVERY (1997)
 BK1720
 BK1720'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1720'RECOVERED IN GOOD CONDITION.
 BK1720
 BK1720                          STATION RECOVERY (2002)
 BK1720
 BK1720'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1720'RECOVERED IN GOOD CONDITION.
 BK1720
 BK1720                          STATION RECOVERY (2004)
 BK1720
 BK1720'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK1720'WITNESS POST MISSING
 BK1720
 BK1720                          STATION RECOVERY (2006)
 BK1720
 BK1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK1720'0.5 METERS EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2147 ***********************************************************************
 BJ2147  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ2147  DESIGNATION -  D 171
 BJ2147  PID         -  BJ2147
 BJ2147  STATE/COUNTY-  LA/LAFAYETTE
 BJ2147  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ2147
 BJ2147                         *CURRENT SURVEY CONTROL
 BJ2147  ___________________________________________________________________
 BJ2147* NAD 83(1992)-  30 07 11.79192(N)    091 56 05.95115(W)     ADJUSTED  
 BJ2147* NAVD 88     -        10.34 **(meters)      33.9  **(feet)  GPS OBS(2004.65)
 BJ2147  **This station is located in a subsidence area (see below).
 BJ2147  ___________________________________________________________________
 BJ2147  EPOCH DATE  -        2004.65
 BJ2147  X           -    -186,438.785 (meters)                     COMP
 BJ2147  Y           -  -5,518,433.554 (meters)                     COMP
 BJ2147  Z           -   3,181,873.013 (meters)                     COMP
 BJ2147  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ2147  ELLIP HEIGHT-         -16.81  (meters)          (06/22/05) GPS OBS
 BJ2147  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2147  DYNAMIC HT  -          10.33  (meters)      33.9   (feet)  COMP
 BJ2147  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 BJ2147
 BJ2147  HORZ ORDER  -  B
 BJ2147  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2147  ELLP ORDER  -  FOURTH    CLASS I
 BJ2147
 BJ2147.The horizontal coordinates were established by GPS observations
 BJ2147.and adjusted by the National Geodetic Survey in June 2005..
 BJ2147.The horizontal coordinates are valid at the epoch date displayed above.
 BJ2147.The epoch date for horizontal control is a decimal equivalence
 BJ2147.of Year/Month/Day.
 BJ2147
 BJ2147 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2147 ** and geoid heights are valid at the date of observation. These heights
 BJ2147 ** must always be validated when used as control.
 BJ2147 ** The orthometric height was determined by GPS observations using
 BJ2147 ** precise GPS observation and processing techniques and a new
 BJ2147 ** realization of GEOID03. It supersedes the leveled height previously
 BJ2147 ** determined for this station.
 BJ2147 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2147 ** epoch indicated which incorporates improved geoid heights for the
 BJ2147 ** Southern Louisiana Subsidence area.
 BJ2147 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2147.The orthometric height was determined by GPS observations and a
 BJ2147.high-resolution geoid model using precise GPS observation and
 BJ2147.processing techniques. It supersedes the leveled height previously
 BJ2147.determined for this station.
 BJ2147.The vertical order pertains to the first NAVD 88 superseded value.
 BJ2147
 BJ2147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ2147
 BJ2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2147
 BJ2147.The ellipsoidal height was determined by GPS observations
 BJ2147.and is referenced to NAD 83.
 BJ2147
 BJ2147.The geoid height was determined by GEOID03.
 BJ2147
 BJ2147.The dynamic height is computed by dividing the NAVD 88
 BJ2147.geopotential number by the normal gravity value computed on the
 BJ2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2147.degrees latitude (g = 980.6199 gals.).
 BJ2147
 BJ2147.The modeled gravity was interpolated from observed gravity values.
 BJ2147
 BJ2147;                    North         East     Units Scale Factor Converg.
 BJ2147;SPC LA S     -   179,713.647   942,023.114   MT  0.99992789   -0 18 03.0
 BJ2147;SPC LA S     -   589,610.52  3,090,620.83   sFT  0.99992789   -0 18 03.0
 BJ2147;UTM  15      - 3,332,554.573   602,597.301   MT  0.99972986   +0 32 04.1
 BJ2147
 BJ2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2147!SPC LA S     -   1.00000264  x   0.99992789  =   0.99993053
 BJ2147!UTM  15      -   1.00000264  x   0.99972986  =   0.99973250
 BJ2147
 BJ2147                          SUPERSEDED SURVEY CONTROL
 BJ2147
 BJ2147  NAVD 88 (02/14/94)   10.421  (m)           34.19   (f) ADJUSTED    1 1
 BJ2147  NAVD 88 (06/15/91)   10.434  (m)           34.23   (f) UNKNOWN     1 1
 BJ2147  NGVD 29 (??/??/??)   10.429  (m)           34.22   (f) ADJUSTED    1 1
 BJ2147
 BJ2147.Superseded values are not recommended for survey control.
 BJ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2147.See file dsdata.txt to determine how the superseded data were derived.
 BJ2147
 BJ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0259732555(NAD 83)
 BJ2147_MARKER: DB = BENCH MARK DISK
 BJ2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2147_STAMPING: D 171 1955
 BJ2147_MARK LOGO: CGS   
 BJ2147_PROJECTION: FLUSH
 BJ2147_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2147+STABILITY: SURFACE MOTION
 BJ2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2147+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BJ2147
 BJ2147  HISTORY     - Date     Condition        Report By
 BJ2147  HISTORY     - 1955     MONUMENTED       CGS
 BJ2147  HISTORY     - 1970     GOOD             NGS
 BJ2147  HISTORY     - 1982     GOOD             NGS
 BJ2147  HISTORY     - 19950429 GOOD             USPSQD
 BJ2147  HISTORY     - 20040428 GOOD             NGS
 BJ2147  HISTORY     - 20040606 GOOD             FENSTE
 BJ2147  HISTORY     - 20051017 GOOD             NGS
 BJ2147
 BJ2147                          STATION DESCRIPTION
 BJ2147
 BJ2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BJ2147'2.65 MI SE FROM BROUSSARD.
 BJ2147'ABOUT 2.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BJ2147'THE STATION AT BROUSSARD, 9 POLES SOUTHEAST OF MILEPOST 136, 227 FEET
 BJ2147'NORTHWEST OF THE LAFAYETTE-ST. MARTIN PARISH LINE, 135 FEET NORTHWEST
 BJ2147'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 34
 BJ2147'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 77 FEET NORTHWEST OF A TELEPHONE
 BJ2147'POLE, 8 FEET NORTHEAST OF THE CENTER LINE OF A DITCH, 1.2 FEET
 BJ2147'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BJ2147'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BJ2147'ABOVE THE SURFACE OF THE GROUND.  1/4, SEC 35, T 11S, R 5E.
 BJ2147
 BJ2147                          STATION RECOVERY (1982)
 BJ2147
 BJ2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ2147'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.3 KILOMETERS
 BJ2147'(2.7 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2147'CROSSING OF MORGAN STREET IN BROUSSARD, TO THE MARK ON THE RIGHT,
 BJ2147'69.18 METERS (227.0 FEET) NORTHWEST OF THE LAFAYETTE AND ST MARTIN
 BJ2147'PARISH LINE, 10.36 METERS (34.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL,
 BJ2147'23.46 METERS (77.0 FEET) NORTHWEST OF A TELEPHONE POLE.
 BJ2147'THE MARK IS 0.36 METERS  NE FROM A WITNESS POST.
 BJ2147'THE MARK IS 0.61 M BELOW TRACKS.
 BJ2147
 BJ2147                          STATION RECOVERY (1995)
 BJ2147
 BJ2147'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ2147'RECOVERED IN GOOD CONDITION.
 BJ2147
 BJ2147                          STATION RECOVERY (2004)
 BJ2147
 BJ2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 BJ2147'THE STATION IS LOCATED ABOUT 3.0 MI SOUTH OF BROUSSARD ALONG RAILROAD
 BJ2147'RIGHT OF WAY.
 BJ2147' 
 BJ2147'TO REACH THE STATION FROM THE INTERSECTION OF THE CENTER OF THE US
 BJ2147'HIGHWAY 90 OVERPASS AND  STATE HIGHWAY 162, ABOUT 2.0 MI SOUTH OF
 BJ2147'BROUSSARD, GO SOUTHEAST FOR 0.95 MI ALONG THE STATE  HIGHWAY TO THE
 BJ2147'STATION ON THE RIGHT, IN A GROWN UP FENCE ROW, JUST BEFORE REACHING
 BJ2147'THE  IBERIA-LAFAYETTE PARISH LINE AND LAKEVIEW DRIVE ON THE RIGHT.
 BJ2147' 
 BJ2147'THE STATION IS LOCATED 36.4 M NORTHWEST OF THE CENTER OF THE DRIVE,
 BJ2147'10.4 M SOUTHWEST OF THE  NEAR RAIL, AND THE MONUMENT IS FLUSH WITH THE
 BJ2147'SLOPING GROUND SURFACE.  NOTE--THE MONUMENT HAS  BEEN HIT BUT APPEARS
 BJ2147'TO BE STABLE.
 BJ2147
 BJ2147                          STATION RECOVERY (2004)
 BJ2147
 BJ2147'RECOVERY NOTE BY C H FENSTERMAKER AND ASSOCIATE 2004 (MPN)
 BJ2147'WITNESS POST IS NO LONGER THERE.
 BJ2147
 BJ2147                          STATION RECOVERY (2005)
 BJ2147
 BJ2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BJ2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1171 ***********************************************************************
 CQ1171  DESIGNATION -  D 1717 LAGS RESET 1970
 CQ1171  PID         -  CQ1171
 CQ1171  STATE/COUNTY-  LA/LINCOLN
 CQ1171  USGS QUAD   -  RUSTON EAST (1994)
 CQ1171
 CQ1171                         *CURRENT SURVEY CONTROL
 CQ1171  ___________________________________________________________________
 CQ1171* NAD 83(1986)-  32 33 31.     (N)    092 36 25.     (W)     SCALED    
 CQ1171* NAVD 88     -        79.58   (meters)     261.1    (feet)  RESET     
 CQ1171  ___________________________________________________________________
 CQ1171  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1171
 CQ1171  VERT ORDER  -  THIRD
 CQ1171
 CQ1171.The horizontal coordinates were scaled from a topographic map and have
 CQ1171.an estimated accuracy of +/- 6 seconds.
 CQ1171
 CQ1171.The orthometric height was computed from unverified reset data.
 CQ1171.No vertical observational check was made to the station.
 CQ1171
 CQ1171.The geoid height was determined by GEOID03.
 CQ1171
 CQ1171;                    North         East    Units  Estimated Accuracy
 CQ1171;SPC LA N     -   228,260.      989,960.      MT  (+/- 180 meters Scaled)
 CQ1171
 CQ1171                          SUPERSEDED SURVEY CONTROL
 CQ1171
 CQ1171  NGVD 29 (??/??/??)   79.66   (m)          261.4    (f) RESET       3  
 CQ1171
 CQ1171.Superseded values are not recommended for survey control.
 CQ1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1171.See file dsdata.txt to determine how the superseded data were derived.
 CQ1171
 CQ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS368024(NAD 83)
 CQ1171_MARKER: DD = SURVEY DISK
 CQ1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1171_STAMPING: D 1717 RESET 1970
 CQ1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1171+STABILITY: SURFACE MOTION
 CQ1171
 CQ1171  HISTORY     - Date     Condition        Report By
 CQ1171  HISTORY     - 1970     MONUMENTED       NGS
 CQ1171
 CQ1171                          STATION DESCRIPTION
 CQ1171
 CQ1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CQ1171'3.2 MI N FROM RUSTON.
 CQ1171'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 165, THENCE EAST ALONG I-20 TO
 CQ1171'ITS JUNCTION WITH STATE HIGHWAY 33, THENCE 1.4 MILE NORTH ALONG STATE
 CQ1171'HIGHWAY 33 TO A LARGE BRICK HOUSE ON THE RIGHT.  IT IS 49 FEET EAST OF
 CQ1171'THE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE EAST-WEST FENCE LINE, 8515
 CQ1171'FEET WEST OF THE NORTHWEST CORNER OF THE RED BRICK BUILDING, 13.7 FEET
 CQ1171'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, 29.8 FEET
 CQ1171'NORTH OF A 2-FOOT OAK TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CQ1171'IT IS AN LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A AN 8-INCH
 CQ1171'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0678 ***********************************************************************
 CQ0678  DESIGNATION -  D 1756 LAGS
 CQ0678  PID         -  CQ0678
 CQ0678  STATE/COUNTY-  LA/OUACHITA
 CQ0678  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0678
 CQ0678                         *CURRENT SURVEY CONTROL
 CQ0678  ___________________________________________________________________
 CQ0678* NAD 83(1986)-  32 25 17.     (N)    092 06 47.     (W)     SCALED    
 CQ0678* NAVD 88     -        22.48   (+/-2cm)      73.8    (feet)  VERTCON   
 CQ0678  ___________________________________________________________________
 CQ0678  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0678
 CQ0678  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0678
 CQ0678.The horizontal coordinates were scaled from a topographic map and have
 CQ0678.an estimated accuracy of +/- 6 seconds.
 CQ0678
 CQ0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0678.The vertical order pertains to the NGVD 29 superseded value.
 CQ0678
 CQ0678.The geoid height was determined by GEOID03.
 CQ0678
 CQ0678;                    North         East    Units  Estimated Accuracy
 CQ0678;SPC LA N     -   213,100.    1,036,390.      MT  (+/- 180 meters Scaled)
 CQ0678
 CQ0678                          SUPERSEDED SURVEY CONTROL
 CQ0678
 CQ0678  NGVD 29 (??/??/??)   22.525  (m)           73.90   (f) ADJUSTED    1 2
 CQ0678
 CQ0678.Superseded values are not recommended for survey control.
 CQ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0678.See file dsdata.txt to determine how the superseded data were derived.
 CQ0678
 CQ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR833874(NAD 83)
 CQ0678_MARKER: DD = SURVEY DISK
 CQ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0678_STAMPING: D 1756
 CQ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0678+STABILITY: SURFACE MOTION
 CQ0678
 CQ0678  HISTORY     - Date     Condition        Report By
 CQ0678  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0678  HISTORY     - 1966     GOOD             CGS
 CQ0678
 CQ0678                          STATION DESCRIPTION
 CQ0678
 CQ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0678'7.65 MI SW FROM MONROE.
 CQ0678'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0678'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0678'THENCE 2.3 MILES SOUTH ALONG U.S. HIGHWAY 165, THENCE 0.7 MILE
 CQ0678'NORTHWEST ALONG BUCKHORN BEND ROAD, IN SECTION 26, T 17 N, R 3 E, AT
 CQ0678'THE JUNCTION OF THE ROAD AND BUCKHORN LOOP ROAD, 26 FEET EAST OF THE
 CQ0678'CENTER LINE OF THE NORTH-SOUTH ROAD, 24 FEET NORTH OF THE EXTENDED
 CQ0678'CENTER LINE OF THE BUCKHORN LOOP ROAD LEADING WEST, 18 FEET SOUTH OF A
 CQ0678'TELEPHONE POLE BRACED BY 2 GUY WIRES, 0.8 FOOT WEST OF A METAL WITNESS
 CQ0678'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CQ0678'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1927 ***********************************************************************
 CQ1927  DESIGNATION -  D 177
 CQ1927  PID         -  CQ1927
 CQ1927  STATE/COUNTY-  LA/BOSSIER
 CQ1927  USGS QUAD   -  BENTON (1975)
 CQ1927
 CQ1927                         *CURRENT SURVEY CONTROL
 CQ1927  ___________________________________________________________________
 CQ1927* NAD 83(1986)-  32 41 27.     (N)    093 44 39.     (W)     SCALED    
 CQ1927* NAVD 88     -        64.745  (meters)     212.42   (feet)  ADJUSTED  
 CQ1927  ___________________________________________________________________
 CQ1927  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1927  DYNAMIC HT  -          64.673 (meters)     212.18  (feet)  COMP
 CQ1927  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CQ1927
 CQ1927  VERT ORDER  -  FIRST     CLASS II
 CQ1927
 CQ1927.The horizontal coordinates were scaled from a topographic map and have
 CQ1927.an estimated accuracy of +/- 6 seconds.
 CQ1927
 CQ1927.The orthometric height was determined by differential leveling
 CQ1927.and adjusted by the National Geodetic Survey in June 1991..
 CQ1927
 CQ1927.The geoid height was determined by GEOID03.
 CQ1927
 CQ1927.The dynamic height is computed by dividing the NAVD 88
 CQ1927.geopotential number by the normal gravity value computed on the
 CQ1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1927.degrees latitude (g = 980.6199 gals.).
 CQ1927
 CQ1927.The modeled gravity was interpolated from observed gravity values.
 CQ1927
 CQ1927;                    North         East    Units  Estimated Accuracy
 CQ1927;SPC LA N     -   243,590.      883,330.      MT  (+/- 180 meters Scaled)
 CQ1927
 CQ1927                          SUPERSEDED SURVEY CONTROL
 CQ1927
 CQ1927  NGVD 29 (??/??/??)   64.816  (m)          212.65   (f) ADJUSTED    1 2
 CQ1927
 CQ1927.Superseded values are not recommended for survey control.
 CQ1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1927.See file dsdata.txt to determine how the superseded data were derived.
 CQ1927
 CQ1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS302172(NAD 83)
 CQ1927_MARKER: DB = BENCH MARK DISK
 CQ1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1927_STAMPING: D 177 1960
 CQ1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1927+STABILITY: SURFACE MOTION
 CQ1927
 CQ1927  HISTORY     - Date     Condition        Report By
 CQ1927  HISTORY     - 1961     MONUMENTED       CGS
 CQ1927  HISTORY     - 1969     GOOD             LADH
 CQ1927  HISTORY     - 1987     POOR             USPSQD
 CQ1927  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1927
 CQ1927                          STATION DESCRIPTION
 CQ1927
 CQ1927'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1927'IN BENTON.
 CQ1927'0.5 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE ST. LOUIS SOUTHWESTERN
 CQ1927'RAILROAD STATION AT BENTON, AT THE JUNCTION OF STINSON ROAD, 100 FEET
 CQ1927'WEST AND ACROSS THE RAILROAD TRACK FROM THE CENTER LINE OF THE
 CQ1927'HIGHWAY, 25 FEET WEST OF THE WEST RAIL, 28 FEET SOUTH OF THE CENTER
 CQ1927'LINE OF STINSON ROAD, 2.5 FEET SOUTH OF A TELEPHONE POLE, 31 FEET EAST
 CQ1927'OF THE CENTER LINE OF OAK RIDGE DRIVE, 46 FEET SOUTHWEST OF THE CENTER
 CQ1927'OF THE INTERSECTION OF STINSON ROAD AND THE RAILROAD, 1.2 FEET NORTH
 CQ1927'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE RAILROAD
 CQ1927'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CQ1927
 CQ1927                          STATION RECOVERY (1987)
 CQ1927
 CQ1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ1927'MARK RECOVERED IN POOR CONDITION.
 CQ1927
 CQ1927                          STATION RECOVERY (1990)
 CQ1927
 CQ1927'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1211 ***********************************************************************
 BJ1211  DESIGNATION -  D 179
 BJ1211  PID         -  BJ1211
 BJ1211  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1211  USGS QUAD   -  HAMMOND (1994)
 BJ1211
 BJ1211                         *CURRENT SURVEY CONTROL
 BJ1211  ___________________________________________________________________
 BJ1211* NAD 83(1986)-  30 30 43.     (N)    090 25 19.     (W)     SCALED    
 BJ1211* NAVD 88     -        12.147  (meters)      39.85   (feet)  ADJUSTED  
 BJ1211  ___________________________________________________________________
 BJ1211  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ1211  DYNAMIC HT  -          12.131 (meters)      39.80  (feet)  COMP
 BJ1211  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BJ1211
 BJ1211  VERT ORDER  -  FIRST     CLASS II
 BJ1211
 BJ1211.The horizontal coordinates were scaled from a topographic map and have
 BJ1211.an estimated accuracy of +/- 6 seconds.
 BJ1211
 BJ1211.The orthometric height was determined by differential leveling
 BJ1211.and adjusted by the National Geodetic Survey in February 1994..
 BJ1211
 BJ1211.The geoid height was determined by GEOID03.
 BJ1211
 BJ1211.The dynamic height is computed by dividing the NAVD 88
 BJ1211.geopotential number by the normal gravity value computed on the
 BJ1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1211.degrees latitude (g = 980.6199 gals.).
 BJ1211
 BJ1211.The modeled gravity was interpolated from observed gravity values.
 BJ1211
 BJ1211;                    North         East    Units  Estimated Accuracy
 BJ1211;SPC LA S     -   223,360.    1,087,480.      MT  (+/- 180 meters Scaled)
 BJ1211
 BJ1211                          SUPERSEDED SURVEY CONTROL
 BJ1211
 BJ1211  NGVD 29 (??/??/??)   12.141  (m)           39.83   (f) ADJUSTED    1 2
 BJ1211
 BJ1211.Superseded values are not recommended for survey control.
 BJ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1211.See file dsdata.txt to determine how the superseded data were derived.
 BJ1211
 BJ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP474783(NAD 83)
 BJ1211_MARKER: DB = BENCH MARK DISK
 BJ1211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1211_SP_SET: HEADWALL OF 4 CHANNEL CULVERT
 BJ1211_STAMPING: D 179 1959
 BJ1211_MARK LOGO: CGS   
 BJ1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1211+STABILITY: SURFACE MOTION
 BJ1211
 BJ1211  HISTORY     - Date     Condition        Report By
 BJ1211  HISTORY     - 1959     MONUMENTED       CGS
 BJ1211  HISTORY     - 1969     GOOD             CGS
 BJ1211  HISTORY     - 1983     GOOD             USGS
 BJ1211  HISTORY     - 1986     GOOD             NGS
 BJ1211
 BJ1211                          STATION DESCRIPTION
 BJ1211
 BJ1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1211'2.4 MI E FROM HAMMOND.
 BJ1211'ABOUT 2.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1211'STATION AT HAMMOND, ALONG U. S. HIGHWAY 190, SET ON THE TOP OF THE
 BJ1211'WEST END OF THE NORTH HEAD WALL FOR A 34-FOOT CONCRETE CULVERT FOR
 BJ1211'WEST SELSER CANAL, 445 FEET EAST OF THE CENTER LINE OF THE CROSSING OF
 BJ1211'U. S. HIGHWAY 90 AND THE TRACK, 330 FEET EAST OF THE CENTER LINE OF A
 BJ1211'BLACK TOP ROAD LEADING NORTH TO THE HAMMOND AIRPORT, 23 FEET NORTH OF
 BJ1211'THE CENTER LINE OF THE HIGHWAY AND LEVEL WITH THE HIGHWAY. SEC 20, T
 BJ1211'6S, R 8E.
 BJ1211
 BJ1211                          STATION RECOVERY (1983)
 BJ1211
 BJ1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BJ1211'RECOVERED IN GOOD CONDITION.
 BJ1211
 BJ1211                          STATION RECOVERY (1986)
 BJ1211
 BJ1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1211'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE WITH THE
 BJ1211'FOLLOWING CORRECTIONS.  DELETE 445 FEET EAST OF THE CENTERLINE OF THE
 BJ1211'CROSSING OF U.S. HIGHWAY 90 AND THE TRACK, AND ADD
 BJ1211'THE MARK IS 0.27 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2024 ***********************************************************************
 BJ2024  DESIGNATION -  D 18
 BJ2024  PID         -  BJ2024
 BJ2024  STATE/COUNTY-  LA/IBERVILLE
 BJ2024  USGS QUAD   -  GROSSE TETE (1992)
 BJ2024
 BJ2024                         *CURRENT SURVEY CONTROL
 BJ2024  ___________________________________________________________________
 BJ2024* NAD 83(1986)-  30 24 27.     (N)    091 29 16.     (W)     SCALED    
 BJ2024* NAVD 88     -         4.71   (+/-2cm)      15.5    (feet)  VERTCON   
 BJ2024  ___________________________________________________________________
 BJ2024  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2024
 BJ2024  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2024
 BJ2024.The horizontal coordinates were scaled from a topographic map and have
 BJ2024.an estimated accuracy of +/- 6 seconds.
 BJ2024
 BJ2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2024.The vertical order pertains to the NGVD 29 superseded value.
 BJ2024
 BJ2024.The geoid height was determined by GEOID03.
 BJ2024
 BJ2024;                    North         East    Units  Estimated Accuracy
 BJ2024;SPC LA S     -   211,450.      985,160.      MT  (+/- 180 meters Scaled)
 BJ2024
 BJ2024                          SUPERSEDED SURVEY CONTROL
 BJ2024
 BJ2024  NGVD 29 (??/??/??)    4.723  (m)           15.50   (f) ADJUSTED    1 2
 BJ2024
 BJ2024.Superseded values are not recommended for survey control.
 BJ2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2024.See file dsdata.txt to determine how the superseded data were derived.
 BJ2024
 BJ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP452649(NAD 83)
 BJ2024_MARKER: DB = BENCH MARK DISK
 BJ2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2024_STAMPING: D 18 1934
 BJ2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2024+STABILITY: SURFACE MOTION
 BJ2024
 BJ2024  HISTORY     - Date     Condition        Report By
 BJ2024  HISTORY     - 1934     MONUMENTED       CGS
 BJ2024  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2024
 BJ2024                          STATION DESCRIPTION
 BJ2024
 BJ2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2024'2.9 MI W FROM GROSSE TETE.
 BJ2024'ALONG THE TEXAS AND NEW ORLEANS RAILROAD.  AT PUBLIC ROAD CROSSING. AT
 BJ2024'STRUCTURE D-34.  SET IN CONCRETE POST, 15 FEET EAST OF THE CENTERLINE
 BJ2024'OF THE ROAD AND 75 FEET SOUTH OF THE CENTERLINE OF THE TRACKS. 9 FEET
 BJ2024'WEST OF CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1861 ***********************************************************************
 CQ1861  DESIGNATION -  D 180
 CQ1861  PID         -  CQ1861
 CQ1861  STATE/COUNTY-  LA/BOSSIER
 CQ1861  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1861
 CQ1861                         *CURRENT SURVEY CONTROL
 CQ1861  ___________________________________________________________________
 CQ1861* NAD 83(1986)-  32 57 37.     (N)    093 41 07.     (W)     SCALED    
 CQ1861* NAVD 88     -       104.586  (meters)     343.13   (feet)  ADJUSTED  
 CQ1861  ___________________________________________________________________
 CQ1861  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CQ1861  DYNAMIC HT  -         104.471 (meters)     342.75  (feet)  COMP
 CQ1861  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 CQ1861
 CQ1861  VERT ORDER  -  FIRST     CLASS II
 CQ1861
 CQ1861.The horizontal coordinates were scaled from a topographic map and have
 CQ1861.an estimated accuracy of +/- 6 seconds.
 CQ1861
 CQ1861.The orthometric height was determined by differential leveling
 CQ1861.and adjusted by the National Geodetic Survey in June 1991..
 CQ1861
 CQ1861.The geoid height was determined by GEOID03.
 CQ1861
 CQ1861.The dynamic height is computed by dividing the NAVD 88
 CQ1861.geopotential number by the normal gravity value computed on the
 CQ1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1861.degrees latitude (g = 980.6199 gals.).
 CQ1861
 CQ1861.The modeled gravity was interpolated from observed gravity values.
 CQ1861
 CQ1861;                    North         East    Units  Estimated Accuracy
 CQ1861;SPC LA N     -   273,410.      889,180.      MT  (+/- 180 meters Scaled)
 CQ1861
 CQ1861                          SUPERSEDED SURVEY CONTROL
 CQ1861
 CQ1861  NGVD 29 (??/??/??)  104.647  (m)          343.33   (f) ADJUSTED    1 2
 CQ1861
 CQ1861.Superseded values are not recommended for survey control.
 CQ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1861.See file dsdata.txt to determine how the superseded data were derived.
 CQ1861
 CQ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS359470(NAD 83)
 CQ1861_MARKER: DB = BENCH MARK DISK
 CQ1861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1861_SP_SET: 32 FT
 CQ1861_STAMPING: D 180 1960
 CQ1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1861
 CQ1861  HISTORY     - Date     Condition        Report By
 CQ1861  HISTORY     - 1961     MONUMENTED       CGS
 CQ1861  HISTORY     - 1969     POOR             CGS
 CQ1861
 CQ1861                          STATION DESCRIPTION
 CQ1861
 CQ1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1861'4.0 MI N FROM PLAIN DEALING.
 CQ1861'ABOUT 4.0 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CQ1861'STATION AT PLAIN DEALING, 5 POLES SOUTH OF MILEPOST 418, 29 FEET WEST
 CQ1861'OF THE WEST RAIL, 4 1/2 FEET SOUTH OF THE 5TH POLE SOUTH OF MILEPOST
 CQ1861'418, 18 FEET EAST OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST,
 CQ1861'ABOUT 2 FEET BELOW THE TRACKS, A DISK ON A 5/8-INCH COPPER COATED ROD
 CQ1861'THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH TILE
 CQ1861'PROJECTING 6 INCHES.  NOTE-- DISK HAS BEEN BENT AND IS LOOSE.
 CQ1861
 CQ1861                          STATION RECOVERY (1969)
 CQ1861
 CQ1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1861'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1168 ***********************************************************************
 BK1168  DESIGNATION -  D 181
 BK1168  PID         -  BK1168
 BK1168  STATE/COUNTY-  LA/ALLEN
 BK1168  USGS QUAD   -  BEAVER (1968)
 BK1168
 BK1168                         *CURRENT SURVEY CONTROL
 BK1168  ___________________________________________________________________
 BK1168* NAD 83(1986)-  30 48 05.     (N)    092 36 19.     (W)     SCALED    
 BK1168* NAVD 88     -        33.42   (+/-2cm)     109.6    (feet)  VERTCON   
 BK1168  ___________________________________________________________________
 BK1168  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK1168
 BK1168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1168
 BK1168.The horizontal coordinates were scaled from a topographic map and have
 BK1168.an estimated accuracy of +/- 6 seconds.
 BK1168
 BK1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1168.The vertical order pertains to the NGVD 29 superseded value.
 BK1168
 BK1168.The geoid height was determined by GEOID03.
 BK1168
 BK1168;                    North         East    Units  Estimated Accuracy
 BK1168;SPC LA S     -   255,780.      878,270.      MT  (+/- 180 meters Scaled)
 BK1168
 BK1168                          SUPERSEDED SURVEY CONTROL
 BK1168
 BK1168  NGVD 29 (??/??/??)   33.393  (m)          109.56   (f) ADJUSTED    2 0
 BK1168
 BK1168.Superseded values are not recommended for survey control.
 BK1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1168.See file dsdata.txt to determine how the superseded data were derived.
 BK1168
 BK1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ377076(NAD 83)
 BK1168_MARKER: DB = BENCH MARK DISK
 BK1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1168_STAMPING: D 181 1960
 BK1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1168+STABILITY: SURFACE MOTION
 BK1168
 BK1168  HISTORY     - Date     Condition        Report By
 BK1168  HISTORY     - 1960     MONUMENTED       CGS
 BK1168  HISTORY     - 1961     GOOD             CGS
 BK1168
 BK1168                          STATION DESCRIPTION
 BK1168
 BK1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1168'4.1 MI SE FROM OAKDALE.
 BK1168'ABOUT 4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1168'PACIFIC RAILROAD STATION AT OAKDALE, 0.4 MILE NORTHWEST OF THE
 BK1168'ALLEN-EVANGELINE PARISH LINE, IN THE NORTHEAST CORNER OF SECTION 18, T
 BK1168'3 S, R 3 W, 0.1 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND A DIRT
 BK1168'ROAD LEADING NORTH, 42 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 BK1168'HIGHWAY, 62 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 28
 BK1168'FEET SOUTH OF A 14-INCH PINE TREE, 13 FEET EAST OF THE CENTER LINE OF
 BK1168'A LANE, 1 1/2 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS
 BK1168'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BK1168'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1181 ***********************************************************************
 BX1181  DESIGNATION -  D 182
 BX1181  PID         -  BX1181
 BX1181  STATE/COUNTY-  LA/VERNON
 BX1181  USGS QUAD   -  SIEPER (1978)
 BX1181
 BX1181                         *CURRENT SURVEY CONTROL
 BX1181  ___________________________________________________________________
 BX1181* NAD 83(1986)-  31 08 36.     (N)    092 50 56.     (W)     SCALED    
 BX1181* NAVD 88     -        60.33   (+/-2cm)     197.9    (feet)  VERTCON   
 BX1181  ___________________________________________________________________
 BX1181  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX1181
 BX1181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1181
 BX1181.The horizontal coordinates were scaled from a topographic map and have
 BX1181.an estimated accuracy of +/- 6 seconds.
 BX1181
 BX1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1181.The vertical order pertains to the NGVD 29 superseded value.
 BX1181
 BX1181.The geoid height was determined by GEOID03.
 BX1181
 BX1181;                    North         East    Units  Estimated Accuracy
 BX1181;SPC LA N     -    71,390.      966,730.      MT  (+/- 180 meters Scaled)
 BX1181
 BX1181                          SUPERSEDED SURVEY CONTROL
 BX1181
 BX1181  NGVD 29 (??/??/??)   60.359  (m)          198.03   (f) ADJUSTED    2 0
 BX1181
 BX1181.Superseded values are not recommended for survey control.
 BX1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1181.See file dsdata.txt to determine how the superseded data were derived.
 BX1181
 BX1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ144454(NAD 83)
 BX1181_MARKER: DB = BENCH MARK DISK
 BX1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1181_SP_SET: RETAINING WALL
 BX1181_STAMPING: D 182 1961
 BX1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1181+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 BX1181
 BX1181  HISTORY     - Date     Condition        Report By
 BX1181  HISTORY     - 1961     MONUMENTED       CGS
 BX1181  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1181  HISTORY     - 20060517 GOOD             LADTD
 BX1181
 BX1181                          STATION DESCRIPTION
 BX1181
 BX1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1181'6.5 MI W FROM HINESTON.
 BX1181'ABOUT 6.5 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF THE
 BX1181'HIGHWAY AND STATE HIGHWAY 112 AT HINESTON, IN SECTION 14, T 2 N, R 5
 BX1181'W, 12 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BX1181'OF THE NORTH END OF A CONCRETE RETAINING WALL WHICH EXTENDS NORTH FROM
 BX1181'THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT,
 BX1181'161 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A POST OFFICE AND STORE
 BX1181'AT LEANDER, 127 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 BX1181'NORTH, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 BX1181
 BX1181                          STATION RECOVERY (2001)
 BX1181
 BX1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1181'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1181
 BX1181                          STATION RECOVERY (2006)
 BX1181
 BX1181'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BX1181'CHANGE STATE HIGHWAY 28 TO STATE HIGHWAY 121 AND OMIT DESCRIPTION TO
 BX1181'THE POST OFFICE AND STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1194 ***********************************************************************
 BX1194  DESIGNATION -  D 183
 BX1194  PID         -  BX1194
 BX1194  STATE/COUNTY-  LA/VERNON
 BX1194  USGS QUAD   -  AFEMAN (1978)
 BX1194
 BX1194                         *CURRENT SURVEY CONTROL
 BX1194  ___________________________________________________________________
 BX1194* NAD 83(1986)-  31 05 37.     (N)    092 49 58.     (W)     SCALED    
 BX1194* NAVD 88     -        62.07   (+/-2cm)     203.6    (feet)  VERTCON   
 BX1194  ___________________________________________________________________
 BX1194  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX1194
 BX1194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1194
 BX1194.The horizontal coordinates were scaled from a topographic map and have
 BX1194.an estimated accuracy of +/- 6 seconds.
 BX1194
 BX1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1194.The vertical order pertains to the NGVD 29 superseded value.
 BX1194
 BX1194.The geoid height was determined by GEOID03.
 BX1194
 BX1194;                    North         East    Units  Estimated Accuracy
 BX1194;SPC LA N     -    65,870.      968,250.      MT  (+/- 180 meters Scaled)
 BX1194
 BX1194                          SUPERSEDED SURVEY CONTROL
 BX1194
 BX1194  NGVD 29 (??/??/??)   62.088  (m)          203.70   (f) ADJUSTED    2 0
 BX1194
 BX1194.Superseded values are not recommended for survey control.
 BX1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1194.See file dsdata.txt to determine how the superseded data were derived.
 BX1194
 BX1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ159399(NAD 83)
 BX1194_MARKER: DB = BENCH MARK DISK
 BX1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1194_STAMPING: D 183 1961
 BX1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1194+STABILITY: SURFACE MOTION
 BX1194
 BX1194  HISTORY     - Date     Condition        Report By
 BX1194  HISTORY     - 1961     MONUMENTED       CGS
 BX1194  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1194
 BX1194                          STATION DESCRIPTION
 BX1194
 BX1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1194'6.7 MI SW FROM HINESTON.
 BX1194'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 BX1194'STATE HIGHWAYS 112 AND 28 AT HINESTON, THENCE 4.15 MILES SOUTHWEST
 BX1194'ALONG STATE HIGHWAY 463, IN SECTION 1, T 1 N, R 5 W, 0.3 MILE
 BX1194'NORTHEAST OF A CURVE IN THE HIGHWAY, 0.2 MILE SOUTHWEST OF A ROAD
 BX1194'JUNCTION AT THE RAPIDES-VERNON PARISH LINE, 0.15 MILE NORTHEAST OF A
 BX1194'WOODEN BRIDGE, 52 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19
 BX1194'FEET NORTHWEST OF A LARGE OAK TREE WHICH HAS 3 FORKS AT THE TRUNK, 2.0
 BX1194'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 BX1194'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BX1194
 BX1194                          STATION RECOVERY (2001)
 BX1194
 BX1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1194'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1729 ***********************************************************************
 CP1729  DESIGNATION -  D 1871
 CP1729  PID         -  CP1729
 CP1729  STATE/COUNTY-  LA/RICHLAND
 CP1729  USGS QUAD   -  DUNN (1987)
 CP1729
 CP1729                         *CURRENT SURVEY CONTROL
 CP1729  ___________________________________________________________________
 CP1729* NAD 83(1986)-  32 27 49.     (N)    091 34 01.     (W)     SCALED    
 CP1729* NAVD 88     -        27.250  (meters)      89.40   (feet)  ADJUSTED  
 CP1729  ___________________________________________________________________
 CP1729  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1729  DYNAMIC HT  -          27.220 (meters)      89.30  (feet)  COMP
 CP1729  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CP1729
 CP1729  VERT ORDER  -  FIRST     CLASS I
 CP1729
 CP1729.The horizontal coordinates were scaled from a topographic map and have
 CP1729.an estimated accuracy of +/- 6 seconds.
 CP1729
 CP1729.The orthometric height was determined by differential leveling
 CP1729.and adjusted by the National Geodetic Survey in June 1991..
 CP1729
 CP1729.The geoid height was determined by GEOID03.
 CP1729
 CP1729.The dynamic height is computed by dividing the NAVD 88
 CP1729.geopotential number by the normal gravity value computed on the
 CP1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1729.degrees latitude (g = 980.6199 gals.).
 CP1729
 CP1729.The modeled gravity was interpolated from observed gravity values.
 CP1729
 CP1729;                    North         East    Units  Estimated Accuracy
 CP1729;SPC LA N     -   218,100.    1,087,720.      MT  (+/- 180 meters Scaled)
 CP1729
 CP1729                          SUPERSEDED SURVEY CONTROL
 CP1729
 CP1729  NGVD 29 (??/??/??)   27.272  (m)           89.47   (f) ADJUSTED    1 1
 CP1729
 CP1729.Superseded values are not recommended for survey control.
 CP1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1729.See file dsdata.txt to determine how the superseded data were derived.
 CP1729
 CP1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR346927(NAD 83)
 CP1729_MARKER: DD = SURVEY DISK
 CP1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1729_STAMPING: D 1871
 CP1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1729+STABILITY: SURFACE MOTION
 CP1729
 CP1729  HISTORY     - Date     Condition        Report By
 CP1729  HISTORY     - UNK      MONUMENTED       LAGS
 CP1729  HISTORY     - 1968     GOOD             NGS
 CP1729
 CP1729                          STATION DESCRIPTION
 CP1729
 CP1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1729'4.3 MI W FROM DELHI.
 CP1729'4.3 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1729'DELHI, IN SECTION 17, T 17 N, R 9 E, 133 FEET NORTH AND ACROSS U.S.
 CP1729'HIGHWAY 80 FROM THE NORTH RAIL, 34 FEET NORTH OF THE CENTER LINE OF
 CP1729'THE HIGHWAY, 86 YARDS WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 CP1729'1/2 FOOT NORTH OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST,
 CP1729'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CP1729'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0357 ***********************************************************************
 AT0357  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0357  DESIGNATION -  D 194
 AT0357  PID         -  AT0357
 AT0357  STATE/COUNTY-  LA/PLAQUEMINES
 AT0357  USGS QUAD   -  BELLE CHASSE (1994)
 AT0357
 AT0357                         *CURRENT SURVEY CONTROL
 AT0357  ___________________________________________________________________
 AT0357* NAD 83(1992)-  29 51 37.21031(N)    089 58 15.50368(W)     ADJUSTED  
 AT0357* NAVD 88     -         1.68 **(meters)       5.5  **(feet)  LEVELING(2004.65)
 AT0357  **This station is located in a subsidence area (see below).
 AT0357  **This station is included in the VTDP model (see below).
 AT0357  ___________________________________________________________________
 AT0357  EPOCH DATE  -        2004.65
 AT0357  X           -       2,804.586 (meters)                     COMP
 AT0357  Y           -  -5,535,959.652 (meters)                     COMP
 AT0357  Z           -   3,156,944.598 (meters)                     COMP
 AT0357  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AT0357  ELLIP HEIGHT-         -24.08  (meters)          (06/22/05) GPS OBS
 AT0357  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AT0357  DYNAMIC HT  -           1.67  (meters)       5.5   (feet)  COMP
 AT0357  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 AT0357
 AT0357  HORZ ORDER  -  B
 AT0357  VERT ORDER  -  THIRD
 AT0357  ELLP ORDER  -  FOURTH    CLASS I
 AT0357
 AT0357.The horizontal coordinates were established by GPS observations
 AT0357.and adjusted by the National Geodetic Survey in June 2005..
 AT0357.The horizontal coordinates are valid at the epoch date displayed above.
 AT0357.The epoch date for horizontal control is a decimal equivalence
 AT0357.of Year/Month/Day.
 AT0357
 AT0357 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0357 ** and geoid heights are valid at the date of observation. These heights
 AT0357 ** must always be validated when used as control.
 AT0357 ** The orthometric height was determined with a Vertical Time-dependent
 AT0357 ** Positioning (VTDP) model and has been validated through GPS observations
 AT0357 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AT0357 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0357 ** epoch indicated which incorporates improved geoid heights for the
 AT0357 ** Southern Louisiana Subsidence area
 AT0357 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0357.The orthometric height was determined by differential leveling.
 AT0357.The vertical network tie was performed by a horz. field party for horz.
 AT0357.obs reductions. Reset procedures were used to establish the elevation.
 AT0357
 AT0357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0357
 AT0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0357
 AT0357.The ellipsoidal height was determined by GPS observations
 AT0357.and is referenced to NAD 83.
 AT0357
 AT0357.The geoid height was determined by GEOID03.
 AT0357
 AT0357.The dynamic height is computed by dividing the NAVD 88
 AT0357.geopotential number by the normal gravity value computed on the
 AT0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0357.degrees latitude (g = 980.6199 gals.).
 AT0357
 AT0357.The modeled gravity was interpolated from observed gravity values.
 AT0357
 AT0357;                    North         East     Units Scale Factor Converg.
 AT0357;SPC LA S     -   151,568.072 1,131,620.249   MT  0.99992873   +0 40 52.3
 AT0357;SPC LA S     -   497,269.58  3,712,657.43   sFT  0.99992873   +0 40 52.3
 AT0357;UTM  16      - 3,307,016.610   212,990.803   MT  1.00061647   -1 28 48.8
 AT0357;UTM  15      - 3,307,163.016   792,620.052   MT  1.00065661   +1 30 33.1
 AT0357
 AT0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0357!SPC LA S     -   1.00000378  x   0.99992873  =   0.99993251
 AT0357!UTM  16      -   1.00000378  x   1.00061647  =   1.00062025
 AT0357!UTM  15      -   1.00000378  x   1.00065661  =   1.00066039
 AT0357
 AT0357                          SUPERSEDED SURVEY CONTROL
 AT0357
 AT0357  NAD 83(1992)-  29 51 37.21047(N)    089 58 15.50384(W) AD(       ) B
 AT0357  ELLIP H (05/09/05)  -24.06   (m)                       GP(       ) 4 2
 AT0357  NAVD 88 (02/14/94)    1.835  (m)            6.02   (f) READJUSTED  3  
 AT0357  NAVD 88 (06/15/91)    1.885  (m)            6.18   (f) UNKNOWN     1 1
 AT0357  NGVD 29 (??/??/??)    1.931  (m)            6.34   (f) ADJUSTED    1 1
 AT0357
 AT0357.Superseded values are not recommended for survey control.
 AT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0357.See file dsdata.txt to determine how the superseded data were derived.
 AT0357
 AT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1299107017(NAD 83)
 AT0357_MARKER: DB = BENCH MARK DISK
 AT0357_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0357_SP_SET: 120 FEET
 AT0357_STAMPING: D 194 1964
 AT0357_MARK LOGO: CGS   
 AT0357_PROJECTION: RECESSED 0 CENTIMETERS
 AT0357_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0357+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AT0357
 AT0357  HISTORY     - Date     Condition        Report By
 AT0357  HISTORY     - 1964     MONUMENTED       CGS
 AT0357  HISTORY     - 1971     GOOD             NGS
 AT0357  HISTORY     - 1984     GOOD             NGS
 AT0357  HISTORY     - 20040419 GOOD             NGS
 AT0357  HISTORY     - 20051006 GOOD             NGS
 AT0357
 AT0357                          STATION DESCRIPTION
 AT0357
 AT0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0357'1.85 MI SW FROM BRAITHWAITE.
 AT0357'ABOUT 1.85 MILES SOUTHWEST ALONG A PAVED ROAD (OLD STATE HIGHWAY 39)
 AT0357'FROM THE POST OFFICE AT BRAITHWAITE, 108 YARDS SOUTH OF THE CALCOUR
 AT0357'WATER TOWERS, 79 FEET EAST OF THE CENTER LINE OF THE ROAD, 26 1/2 FEET
 AT0357'SOUTH OF THE CENTER LINE OF A METAL GATE WHICH IS THE MAIN ENTRANCE TO
 AT0357'A LOUISIANA POWER AND LIGHT COMPANY SUBSTATION, 63 FEET EAST-SOUTHEAST
 AT0357'OF A FIRE HYDRANT, 3 FEET NORTH OF A WOODEN POST WHICH BEARS A LIGHT,
 AT0357'2 1/2 FEET WEST OF A FENCE, 2.1 FEET WEST OF A METAL WITNESS POST, AND
 AT0357'ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 120
 AT0357'FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 1 INCH. SEC
 AT0357'3, T 14S, R 12E.
 AT0357
 AT0357                          STATION RECOVERY (1984)
 AT0357
 AT0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0357'RECOVERED IN GOOD CONDITION.
 AT0357
 AT0357                          STATION RECOVERY (2004)
 AT0357
 AT0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0357'THE STATION IS LOCATED ABOUT 1.7 MI SOUTH OF BRAITHWAITE ON PROPERTY
 AT0357'BELONGING TO THE LOUISIANA  POWER AND LIGHT COMPANY.
 AT0357' 
 AT0357'TO REACH THE STATION FROM THE POST OFFICE IN BRAITHWAITE GO SOUTHERLY
 AT0357'FOR 1.8 MI ALONG STATE  HIGHWAY 3137 TO THE STATION ON THE LEFT AND A
 AT0357'POWER SUB STATION ON THE LEFT.
 AT0357' 
 AT0357'THE STATION IS LOCATED 24.1 M NORTH-NORTHEAST OF THE SOUTHWEST CORNER
 AT0357'OF A CHAIN LINK  PERIMETER FENCE, 24.0 M EAST-SOUTHEAST OF THE CENTER
 AT0357'OF THE HIGHWAY, 5.1 M SOUTH-SOUTHWEST OF  THE SOUTHERN 1 OF 2 METAL
 AT0357'GATE POSTS, 0.7 M WEST-NORTHWEST OF A PERIMETER FENCE WITH WITNESS
 AT0357'SIGN ATTACHED, AND 0.2 M BELOW THE LEVEL OF THE GROUND SURFACE.
 AT0357'NOTE--THE AREA AROUND THE  STATION IS VERY MUDDY DURING WET WEATHER.
 AT0357
 AT0357                          STATION RECOVERY (2005)
 AT0357
 AT0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0357'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0991 ***********************************************************************
 BJ0991  DESIGNATION -  D 197
 BJ0991  PID         -  BJ0991
 BJ0991  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0991  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0991
 BJ0991                         *CURRENT SURVEY CONTROL
 BJ0991  ___________________________________________________________________
 BJ0991* NAD 83(1986)-  30 25 31.     (N)    091 11 30.     (W)     SCALED    
 BJ0991* NAVD 88     -        10.909  (meters)      35.79   (feet)  ADJUSTED  
 BJ0991  ___________________________________________________________________
 BJ0991  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0991  DYNAMIC HT  -          10.895 (meters)      35.74  (feet)  COMP
 BJ0991  MODELED GRAV-     979,336.6   (mgal)                       NAVD 88
 BJ0991
 BJ0991  VERT ORDER  -  FIRST     CLASS I
 BJ0991
 BJ0991.The horizontal coordinates were scaled from a topographic map and have
 BJ0991.an estimated accuracy of +/- 6 seconds.
 BJ0991
 BJ0991.The orthometric height was determined by differential leveling
 BJ0991.and adjusted by the National Geodetic Survey in February 1994..
 BJ0991
 BJ0991.The geoid height was determined by GEOID03.
 BJ0991
 BJ0991.The dynamic height is computed by dividing the NAVD 88
 BJ0991.geopotential number by the normal gravity value computed on the
 BJ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0991.degrees latitude (g = 980.6199 gals.).
 BJ0991
 BJ0991.The modeled gravity was interpolated from observed gravity values.
 BJ0991
 BJ0991;                    North         East    Units  Estimated Accuracy
 BJ0991;SPC LA S     -   213,420.    1,013,610.      MT  (+/- 180 meters Scaled)
 BJ0991
 BJ0991                          SUPERSEDED SURVEY CONTROL
 BJ0991
 BJ0991  NGVD 29 (??/??/??)   10.941  (m)           35.90   (f) ADJUSTED    1 1
 BJ0991
 BJ0991.Superseded values are not recommended for survey control.
 BJ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0991.See file dsdata.txt to determine how the superseded data were derived.
 BJ0991
 BJ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP736672(NAD 83)
 BJ0991_MARKER: DB = BENCH MARK DISK
 BJ0991_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0991_SP_SET: FOUNDATION
 BJ0991_STAMPING: D 197 1964
 BJ0991_MARK LOGO: CGS   
 BJ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0991+STABILITY: SURFACE MOTION
 BJ0991
 BJ0991  HISTORY     - Date     Condition        Report By
 BJ0991  HISTORY     - 1964     MONUMENTED       CGS
 BJ0991  HISTORY     - 1969     GOOD             LADTD
 BJ0991  HISTORY     - 1976     GOOD             NGS
 BJ0991  HISTORY     - 1986     GOOD             NGS
 BJ0991  HISTORY     - 1987     GOOD             LA-033
 BJ0991
 BJ0991                          STATION DESCRIPTION
 BJ0991
 BJ0991'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ0991'1.5 MI S FROM BATON ROUGE.
 BJ0991'ABOUT 1.5 MILES SOUTH ALONG RIVER ROAD FROM ILLINOIS CENTRAL RAILROAD
 BJ0991'STATION AT BATON ROUGE, AT THE MAIN CENTRAL TREATMENT PLANT OF THE
 BJ0991'SANITATION DIVISION OF THE CITY OF BATON ROUGE, SET IN TOP OF AND AT
 BJ0991'THE NORTHEAST CORNER OF BUILDING AND IN THE CONCRETE FOUNDATION OF THE
 BJ0991'BUILDING.  IT IS 129 FEET EAST OF THE CENTERLINE OF RIVER ROAD, 40
 BJ0991'FEET SOUTH OF THE CENTERLINE OF DRIVEWAY, 0.8 FOOT EAST OF THE
 BJ0991'NORTHEAST CORNER OF BUILDING AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BJ0991'GROUND.
 BJ0991
 BJ0991                          STATION RECOVERY (1976)
 BJ0991
 BJ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0991'0.9 MILE SOUTH ALONG RIVER ROAD FROM THE INTERSTATE HIGHWAY 10 BRIDGE
 BJ0991'OVERPASS, AT THE MAIN CENTRAL TREATMENT PLANT OF THE SANITATION
 BJ0991'DIVISION OF THE CITY OF BATON ROUGH, SET ON TOP OF AND AT THE
 BJ0991'NORTHWEST CORNER OF BUILDING AND IN THE CONCRETE FOUNDATION OF THE
 BJ0991'BUILDING, 129 FT EAST OF THE CENTER LINE OF RIVER ROAD, 40 FT SOUTH OF
 BJ0991'THE CENTER LINE OF DRIVEWAY, 0.8 FT EAST OF THE NORTHEAST CORNER OF
 BJ0991'BUILDING. NOTE, BUILDING IS USED TO HOUSE CHLORINE GAS.
 BJ0991
 BJ0991                          STATION RECOVERY (1986)
 BJ0991
 BJ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0991'RECOVERED IN GOOD CONDITION.
 BJ0991
 BJ0991                          STATION RECOVERY (1987)
 BJ0991
 BJ0991'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2332 ***********************************************************************
 BJ2332  DESIGNATION -  D 202
 BJ2332  PID         -  BJ2332
 BJ2332  STATE/COUNTY-  LA/ST MARTIN
 BJ2332  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2332
 BJ2332                         *CURRENT SURVEY CONTROL
 BJ2332  ___________________________________________________________________
 BJ2332* NAD 83(1986)-  30 26 12.     (N)    091 42 28.     (W)     SCALED    
 BJ2332* NAVD 88     -         6.64   (+/-2cm)      21.8    (feet)  VERTCON   
 BJ2332  ___________________________________________________________________
 BJ2332  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2332
 BJ2332  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2332
 BJ2332.The horizontal coordinates were scaled from a topographic map and have
 BJ2332.an estimated accuracy of +/- 6 seconds.
 BJ2332
 BJ2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2332.The vertical order pertains to the NGVD 29 superseded value.
 BJ2332
 BJ2332.The geoid height was determined by GEOID03.
 BJ2332
 BJ2332;                    North         East    Units  Estimated Accuracy
 BJ2332;SPC LA S     -   214,730.      964,030.      MT  (+/- 180 meters Scaled)
 BJ2332
 BJ2332                          SUPERSEDED SURVEY CONTROL
 BJ2332
 BJ2332  NGVD 29 (??/??/??)    6.657  (m)           21.84   (f) ADJUSTED    1 2
 BJ2332
 BJ2332.Superseded values are not recommended for survey control.
 BJ2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2332.See file dsdata.txt to determine how the superseded data were derived.
 BJ2332
 BJ2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP240678(NAD 83)
 BJ2332_MARKER: DB = BENCH MARK DISK
 BJ2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2332_STAMPING: D 202 1964
 BJ2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2332+STABILITY: SURFACE MOTION
 BJ2332
 BJ2332  HISTORY     - Date     Condition        Report By
 BJ2332  HISTORY     - 1964     MONUMENTED       CGS
 BJ2332  HISTORY     - 1965     GOOD             CGS
 BJ2332
 BJ2332                          STATION DESCRIPTION
 BJ2332
 BJ2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2332'11.5 MI S FROM KROTZ SPRINGS.
 BJ2332'1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BJ2332'KROTZ SPRINGS, THENCE 10.4 MILES SOUTH ALONG STATE ROAD 975, OR ABOUT
 BJ2332'13.75 MILES NORTH ALONG A LEVEE AND A DIRT ROAD FROM THE BOAT LANDING
 BJ2332'AT BUTTE LA ROSE, THENCE 0.3 MILE NORTHEAST ALONG A PIPE LINE, THENCE
 BJ2332'0.8 MILE NORTHEAST ACROSS COUNTRY AND ACROSS THE ATCHAFALAYA RIVER,
 BJ2332'105 FEET NORTHWEST OF A GAS WELL ENCLOSED BY A YELLOW PAINTED PIPE
 BJ2332'FENCE, 47 FEET NORTHEAST OF THE CENTER LINE OF THE STATE ROAD, 3 FEET
 BJ2332'SOUTHWEST OF AN 18-INCH DEAD TREE, 3.0 FEET NORTHWEST OF A CREOSOTED
 BJ2332'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 BJ2332'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0718 ***********************************************************************
 BJ0718  DESIGNATION -  D 204
 BJ0718  PID         -  BJ0718
 BJ0718  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0718  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0718
 BJ0718                         *CURRENT SURVEY CONTROL
 BJ0718  ___________________________________________________________________
 BJ0718* NAD 83(1986)-  30 28 29.     (N)    091 12 53.     (W)     SCALED    
 BJ0718* NAVD 88     -         5.501  (meters)      18.05   (feet)  ADJUSTED  
 BJ0718  ___________________________________________________________________
 BJ0718  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0718  DYNAMIC HT  -           5.494 (meters)      18.02  (feet)  COMP
 BJ0718  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BJ0718
 BJ0718  VERT ORDER  -  FIRST     CLASS I
 BJ0718
 BJ0718.The horizontal coordinates were scaled from a topographic map and have
 BJ0718.an estimated accuracy of +/- 6 seconds.
 BJ0718
 BJ0718.The orthometric height was determined by differential leveling
 BJ0718.and adjusted by the National Geodetic Survey in February 1994..
 BJ0718
 BJ0718.The geoid height was determined by GEOID03.
 BJ0718
 BJ0718.The dynamic height is computed by dividing the NAVD 88
 BJ0718.geopotential number by the normal gravity value computed on the
 BJ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0718.degrees latitude (g = 980.6199 gals.).
 BJ0718
 BJ0718.The modeled gravity was interpolated from observed gravity values.
 BJ0718
 BJ0718;                    North         East    Units  Estimated Accuracy
 BJ0718;SPC LA S     -   218,900.    1,011,390.      MT  (+/- 180 meters Scaled)
 BJ0718
 BJ0718                          SUPERSEDED SURVEY CONTROL
 BJ0718
 BJ0718  NAVD 88 (06/15/91)    5.528  (m)           18.14   (f) UNKNOWN     1 1
 BJ0718  NGVD 29 (??/??/??)    5.494  (m)           18.02   (f) ADJUSTED    1 1
 BJ0718
 BJ0718.Superseded values are not recommended for survey control.
 BJ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0718.See file dsdata.txt to determine how the superseded data were derived.
 BJ0718
 BJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP713727(NAD 83)
 BJ0718_MARKER: DB = BENCH MARK DISK
 BJ0718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0718_SP_SET: HEADWALL
 BJ0718_STAMPING: D 204 1964
 BJ0718_MARK LOGO: CGS   
 BJ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0718+STABILITY: SURFACE MOTION
 BJ0718
 BJ0718  HISTORY     - Date     Condition        Report By
 BJ0718  HISTORY     - 1964     MONUMENTED       CGS
 BJ0718  HISTORY     - 1976     GOOD             NGS
 BJ0718  HISTORY     - 1986     GOOD             NGS
 BJ0718
 BJ0718                          STATION DESCRIPTION
 BJ0718
 BJ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0718'2.3 MI NW FROM PORT ALLEN.
 BJ0718'ABOUT 1.5 MILES NORTH ALONG THE LEVEE FROM THE FERRY LANDING AT PORT
 BJ0718'ALLEN, THENCE 0.8 MILE WEST ALONG STATE ROAD 987-3, OR 0.2 MILE SOUTH
 BJ0718'ALONG STATE HIGHWAY 415 FROM THE STATE HIGHWAY 415 OVERPASS OVER THE
 BJ0718'MISSOURI PACIFIC RAILROAD AT KAHNS, THENCE 2.25 MILES EAST ALONG STATE
 BJ0718'ROAD 987-3, ABOUT 0.2 MILE WEST OF THE INTERSECTION OF STATE ROAD
 BJ0718'987-3 AND STATE HIGHWAY 1, SET IN THE TOP OF THE EAST END OF THE NORTH
 BJ0718'CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT, 21 FEET NORTH OF THE
 BJ0718'CENTER LINE OF THE ROAD, 49 FEET WEST OF THE CENTER OF THE ENTRANCE TO
 BJ0718'THE HUMBLE OIL AND REFINING COMPANY ANCHORAG TANK FARM, AND ABOUT 2
 BJ0718'FEET BELOW THE LEVEL OF THE ROAD.
 BJ0718
 BJ0718                          STATION RECOVERY (1976)
 BJ0718
 BJ0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0718'0.7 NORTH ALONG STATE HIGHWAY 986 FROM JUNCTION OF THIRD
 BJ0718'STREET AT PORT ALLEN, THENCE 0.8 MILES WEST ALONG STATE HIGHWAY
 BJ0718'987-3, 0.2 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 1,AT JUNCTION
 BJ0718'OF DRIVE TO LARGE TANK FARM, 2 FT NORTH OF THE CENTER LINE OF
 BJ0718'THE HIGHWAY, 48 FT WEST OF THE CENTER LINE OF THE DRIVE, IN TOP
 BJ0718'EAST END OF NORTH HEAD WALL OF LARGE DOUBLE PIPE CULVERTS.
 BJ0718
 BJ0718                          STATION RECOVERY (1986)
 BJ0718
 BJ0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0764 ***********************************************************************
 BJ0764  DESIGNATION -  D 205
 BJ0764  PID         -  BJ0764
 BJ0764  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0764  USGS QUAD   -  FORDOCHE (1969)
 BJ0764
 BJ0764                         *CURRENT SURVEY CONTROL
 BJ0764  ___________________________________________________________________
 BJ0764* NAD 83(1986)-  30 33 19.     (N)    091 35 26.     (W)     SCALED    
 BJ0764* NAVD 88     -         7.55   (+/-2cm)      24.8    (feet)  VERTCON   
 BJ0764  ___________________________________________________________________
 BJ0764  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0764
 BJ0764  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0764
 BJ0764.The horizontal coordinates were scaled from a topographic map and have
 BJ0764.an estimated accuracy of +/- 6 seconds.
 BJ0764
 BJ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0764.The vertical order pertains to the NGVD 29 superseded value.
 BJ0764
 BJ0764.The geoid height was determined by GEOID03.
 BJ0764
 BJ0764;                    North         East    Units  Estimated Accuracy
 BJ0764;SPC LA S     -   227,850.      975,320.      MT  (+/- 180 meters Scaled)
 BJ0764
 BJ0764                          SUPERSEDED SURVEY CONTROL
 BJ0764
 BJ0764  NGVD 29 (??/??/??)    7.557  (m)           24.79   (f) ADJUSTED    1 2
 BJ0764
 BJ0764.Superseded values are not recommended for survey control.
 BJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0764.See file dsdata.txt to determine how the superseded data were derived.
 BJ0764
 BJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP351811(NAD 83)
 BJ0764_MARKER: DB = BENCH MARK DISK
 BJ0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0764_SP_SET: CULVERT
 BJ0764_STAMPING: D 205 1964
 BJ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0764
 BJ0764  HISTORY     - Date     Condition        Report By
 BJ0764  HISTORY     - 1964     MONUMENTED       CGS
 BJ0764  HISTORY     - 1969     MARK NOT FOUND   USGS
 BJ0764  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0764
 BJ0764                          STATION DESCRIPTION
 BJ0764
 BJ0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0764'1.95 MI W FROM LEVONIA.
 BJ0764'ABOUT 1.95 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0764'EAST END OF THE RAILROAD TRESTLE OVER BAYOU GROSSE TETE AT LIVONIA,
 BJ0764'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A
 BJ0764'CONCRETE CULVERT UNDER U.S. HIGHWAY 190, 120 FEET NORTH OF THE NORTH
 BJ0764'RAIL, 23 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF
 BJ0764'THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BJ0764
 BJ0764                          STATION RECOVERY (1969)
 BJ0764
 BJ0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BJ0764'MARK NOT FOUND.
 BJ0764
 BJ0764                          STATION RECOVERY (1976)
 BJ0764
 BJ0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0111 ***********************************************************************
 BJ0111  DESIGNATION -  D 206
 BJ0111  PID         -  BJ0111
 BJ0111  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0111  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0111
 BJ0111                         *CURRENT SURVEY CONTROL
 BJ0111  ___________________________________________________________________
 BJ0111* NAD 83(1986)-  30 29 05.     (N)    091 12 09.     (W)     SCALED    
 BJ0111* NAVD 88     -         8.636  (meters)      28.33   (feet)  ADJUSTED  
 BJ0111  ___________________________________________________________________
 BJ0111  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0111  DYNAMIC HT  -           8.625 (meters)      28.30  (feet)  COMP
 BJ0111  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ0111
 BJ0111  VERT ORDER  -  FIRST     CLASS I
 BJ0111
 BJ0111.The horizontal coordinates were scaled from a topographic map and have
 BJ0111.an estimated accuracy of +/- 6 seconds.
 BJ0111
 BJ0111.The orthometric height was determined by differential leveling
 BJ0111.and adjusted by the National Geodetic Survey in February 1994..
 BJ0111
 BJ0111.The geoid height was determined by GEOID03.
 BJ0111
 BJ0111.The dynamic height is computed by dividing the NAVD 88
 BJ0111.geopotential number by the normal gravity value computed on the
 BJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0111.degrees latitude (g = 980.6199 gals.).
 BJ0111
 BJ0111.The modeled gravity was interpolated from observed gravity values.
 BJ0111
 BJ0111;                    North         East    Units  Estimated Accuracy
 BJ0111;SPC LA S     -   220,010.    1,012,560.      MT  (+/- 180 meters Scaled)
 BJ0111
 BJ0111                          SUPERSEDED SURVEY CONTROL
 BJ0111
 BJ0111  NAVD 88 (06/15/91)    8.657  (m)           28.40   (f) UNKNOWN     1 1
 BJ0111  NGVD 29 (??/??/??)    8.621  (m)           28.28   (f) ADJUSTED    1 1
 BJ0111
 BJ0111.Superseded values are not recommended for survey control.
 BJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0111.See file dsdata.txt to determine how the superseded data were derived.
 BJ0111
 BJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP725738(NAD 83)
 BJ0111_MARKER: DB = BENCH MARK DISK
 BJ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0111_STAMPING: D 206 1964
 BJ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0111+STABILITY: SURFACE MOTION
 BJ0111
 BJ0111  HISTORY     - Date     Condition        Report By
 BJ0111  HISTORY     - 1964     MONUMENTED       CGS
 BJ0111  HISTORY     - 1976     GOOD             NGS
 BJ0111
 BJ0111                          STATION DESCRIPTION
 BJ0111
 BJ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0111'2.35 MI N FROM PORT ALLEN.
 BJ0111'ABOUT 2.35 MILES NORTH ALONG THE LEVEE FROM THE FERRY LANDING AT PORT
 BJ0111'ALLEN, 180 FEET WEST OF THE CENTER LINE OF THE LEVEE, 25 FEET WEST OF
 BJ0111'THE CENTER LINE OF STATE ROAD 986, 115 FEET NORTHEAST OF THE NORTHEAST
 BJ0111'RAIL OF A RAILROAD TRACK, 1.3 FEET SOUTH OF THE SOUTHEAST CORNER POST
 BJ0111'OF A WIRE-MESH FENCE AROUND A PIPELINE VALVE, ABOUT LEVEL WITH THE
 BJ0111'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BJ0111
 BJ0111                          STATION RECOVERY (1976)
 BJ0111
 BJ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0111'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 986 FROM JUNCTION OF
 BJ0111'THIRD STREET IN PORT ALLEN, AT CROSSING OF OLD RAILROAD GRADE,
 BJ0111'180 FT WEST OF THE CENTER LINE OF THE WEST MISS RIVER LEVEE
 BJ0111'ROAD, 115 FT NORTHEAST OF THE CENTER OF GRADE, 25 FT WEST OF THE
 BJ0111'CENTER LINE OF THE HIGHWAY, 1.3 FT SOUTH OF THE SOUTHEAST CORNER
 BJ0111'POST OF A FENCE AROUND PIPE LINE VALVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0063 ***********************************************************************
 BJ0063  DESIGNATION -  D 207
 BJ0063  PID         -  BJ0063
 BJ0063  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0063  USGS QUAD   -  NEW ROADS (1994)
 BJ0063
 BJ0063                         *CURRENT SURVEY CONTROL
 BJ0063  ___________________________________________________________________
 BJ0063* NAD 83(1986)-  30 44 31.     (N)    091 24 40.     (W)     SCALED    
 BJ0063* NAVD 88     -        10.648  (meters)      34.93   (feet)  ADJUSTED  
 BJ0063  ___________________________________________________________________
 BJ0063  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0063  DYNAMIC HT  -          10.634 (meters)      34.89  (feet)  COMP
 BJ0063  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 BJ0063
 BJ0063  VERT ORDER  -  FIRST     CLASS I
 BJ0063
 BJ0063.The horizontal coordinates were scaled from a topographic map and have
 BJ0063.an estimated accuracy of +/- 6 seconds.
 BJ0063
 BJ0063.The orthometric height was determined by differential leveling
 BJ0063.and adjusted by the National Geodetic Survey in February 1994..
 BJ0063
 BJ0063.The geoid height was determined by GEOID03.
 BJ0063
 BJ0063.The dynamic height is computed by dividing the NAVD 88
 BJ0063.geopotential number by the normal gravity value computed on the
 BJ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0063.degrees latitude (g = 980.6199 gals.).
 BJ0063
 BJ0063.The modeled gravity was interpolated from observed gravity values.
 BJ0063
 BJ0063;                    North         East    Units  Estimated Accuracy
 BJ0063;SPC LA S     -   248,520.      992,550.      MT  (+/- 180 meters Scaled)
 BJ0063
 BJ0063                          SUPERSEDED SURVEY CONTROL
 BJ0063
 BJ0063  NAVD 88 (06/15/91)   10.686  (m)           35.06   (f) UNKNOWN     1 1
 BJ0063  NGVD 29 (??/??/??)   10.636  (m)           34.89   (f) ADJUSTED    1 1
 BJ0063
 BJ0063.Superseded values are not recommended for survey control.
 BJ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0063.See file dsdata.txt to determine how the superseded data were derived.
 BJ0063
 BJ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ521020(NAD 83)
 BJ0063_MARKER: DB = BENCH MARK DISK
 BJ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0063_STAMPING: D 207 1964
 BJ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0063+STABILITY: SURFACE MOTION
 BJ0063
 BJ0063  HISTORY     - Date     Condition        Report By
 BJ0063  HISTORY     - 1964     MONUMENTED       CGS
 BJ0063  HISTORY     - 1976     GOOD             NGS
 BJ0063
 BJ0063                          STATION DESCRIPTION
 BJ0063
 BJ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0063'4.0 MI NE FROM NEW ROADS.
 BJ0063'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0063'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 1.5 MILES EAST ALONG
 BJ0063'STATE HIGHWAY 10, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BJ0063'156 FEET SOUTHEAST OF THE CENTER LINE OF A LEVEE, 17 1/2 FEET
 BJ0063'NORTHEAST OF THE CENTER OF A GATE, 1 1/2 FEET SOUTHEAST OF A FENCE,
 BJ0063'1.5 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BJ0063'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BJ0063
 BJ0063                          STATION RECOVERY (1976)
 BJ0063
 BJ0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0063'1.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0063'HIGHWAY 10 AND 420, 41 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0063'17 FT NORTHEAST OF A WOODEN GATE, 1.5 FT SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1972 ***********************************************************************
 BJ1972  DESIGNATION -  D 209
 BJ1972  PID         -  BJ1972
 BJ1972  STATE/COUNTY-  LA/IBERVILLE
 BJ1972  USGS QUAD   -  BAYOU SORREL (1992)
 BJ1972
 BJ1972                         *CURRENT SURVEY CONTROL
 BJ1972  ___________________________________________________________________
 BJ1972* NAD 83(1986)-  30 08 13.     (N)    091 19 03.     (W)     SCALED    
 BJ1972* NAVD 88     -         1.50   (+/-2cm)       4.9    (feet)  VERTCON   
 BJ1972  ___________________________________________________________________
 BJ1972  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ1972
 BJ1972  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1972
 BJ1972.The horizontal coordinates were scaled from a topographic map and have
 BJ1972.an estimated accuracy of +/- 6 seconds.
 BJ1972
 BJ1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1972.The vertical order pertains to the NGVD 29 superseded value.
 BJ1972
 BJ1972.The geoid height was determined by GEOID03.
 BJ1972
 BJ1972;                    North         East    Units  Estimated Accuracy
 BJ1972;SPC LA S     -   181,450.    1,001,530.      MT  (+/- 180 meters Scaled)
 BJ1972
 BJ1972                          SUPERSEDED SURVEY CONTROL
 BJ1972
 BJ1972  NGVD 29 (??/??/??)    1.532  (m)            5.03   (f) ADJUSTED    1 2
 BJ1972
 BJ1972.Superseded values are not recommended for survey control.
 BJ1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1972.See file dsdata.txt to determine how the superseded data were derived.
 BJ1972
 BJ1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP620351(NAD 83)
 BJ1972_MARKER: DB = BENCH MARK DISK
 BJ1972_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1972_SP_SET: 80 FT.
 BJ1972_STAMPING: D 209 1964
 BJ1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1972
 BJ1972  HISTORY     - Date     Condition        Report By
 BJ1972  HISTORY     - 1964     MONUMENTED       CGS
 BJ1972  HISTORY     - 1965     GOOD             CGS
 BJ1972
 BJ1972                          STATION DESCRIPTION
 BJ1972
 BJ1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1972'2.1 MI SE FROM BAYOU SORREL.
 BJ1972'ABOUT 2.1 MILES SOUTHEAST ALONG STATE ROAD 75 FROM THE FERRY LANDING
 BJ1972'AT BAYOU SORREL, 32.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18
 BJ1972'FEET NORTH OF THE NORTH BANK OF THE LOWER GRAND RIVER, 1.5 FEET EAST
 BJ1972'OF A POWER LINE BRACE POLE, 1.2 FEET WEST OF A WOODEN WITNESS POST,
 BJ1972'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 BJ1972'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 80 FEET AND IS ENCASED
 BJ1972'IN A 5-INCH CAST IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1577 ***********************************************************************
 BJ1577  DESIGNATION -  D 21
 BJ1577  PID         -  BJ1577
 BJ1577  STATE/COUNTY-  LA/ST TAMMANY
 BJ1577  USGS QUAD   -  COVINGTON (1994)
 BJ1577
 BJ1577                         *CURRENT SURVEY CONTROL
 BJ1577  ___________________________________________________________________
 BJ1577* NAD 83(1986)-  30 23 22.     (N)    090 03 08.     (W)     SCALED    
 BJ1577* NAVD 88     -         6.37   (+/-2cm)      20.9    (feet)  VERTCON   
 BJ1577  ___________________________________________________________________
 BJ1577  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ1577
 BJ1577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1577
 BJ1577.The horizontal coordinates were scaled from a topographic map and have
 BJ1577.an estimated accuracy of +/- 6 seconds.
 BJ1577
 BJ1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1577.The vertical order pertains to the NGVD 29 superseded value.
 BJ1577
 BJ1577.The geoid height was determined by GEOID03.
 BJ1577
 BJ1577;                    North         East    Units  Estimated Accuracy
 BJ1577;SPC LA S     -   210,120.    1,123,120.      MT  (+/- 180 meters Scaled)
 BJ1577
 BJ1577                          SUPERSEDED SURVEY CONTROL
 BJ1577
 BJ1577  NGVD 29 (??/??/??)    6.371  (m)           20.90   (f) ADJUSTED    2 0
 BJ1577
 BJ1577.Superseded values are not recommended for survey control.
 BJ1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1577.See file dsdata.txt to determine how the superseded data were derived.
 BJ1577
 BJ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP832656(NAD 83)
 BJ1577_MARKER: DB = BENCH MARK DISK
 BJ1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1577_STAMPING: D 21 1934 21
 BJ1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1577+STABILITY: SURFACE MOTION
 BJ1577
 BJ1577  HISTORY     - Date     Condition        Report By
 BJ1577  HISTORY     - 1934     MONUMENTED       CGS
 BJ1577  HISTORY     - 1955     GOOD             CGS
 BJ1577  HISTORY     - 20040401 MARK NOT FOUND   USPSQD
 BJ1577
 BJ1577                          STATION DESCRIPTION
 BJ1577
 BJ1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1577'2.7 MI N FROM MANDEVILLE.
 BJ1577'LOCATED 2.7 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BJ1577'THE STATION IN MANDEVILLE, 150 YARDS NORTH OF A ROAD CROSSING, 6 POLES
 BJ1577'NORTH OF MILEPOST 56, 30.5 FEET EAST OF THE EAST RAIL OF THE TRACK, 80
 BJ1577'FEET WEST OF A ROAD PARALLELING THE TRACK AND 5 FEET SOUTH OF THE
 BJ1577'THIRD POLE NORTH OF THE CROSSING. IT IS IN LINE WITH A ROW OF POLES IT
 BJ1577'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BJ1577'INCHES AND LEVEL WITH THE TRACK AND ROAD.
 BJ1577
 BJ1577                          STATION RECOVERY (2004)
 BJ1577
 BJ1577'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ1577'THE GULF, MOBILE AND OHIO RAILROAD  TRACK NO LONGER EXISTS.  THE TRACK
 BJ1577'HAS BEEN CONVERTED UNDER THE RAIL TO TRAIL PROGRAM.  THE SITE OF THE
 BJ1577'MARKER IS NOW A RIGHT OF WAY FOR A POWER TRANSMISSION LINE.  CLEARING
 BJ1577'OF THE RIGHT OF WAY APPEARS TO HAVE DESTROYED THE LOCATION OF THE
 BJ1577'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0114 ***********************************************************************
 AU0114  DESIGNATION -  D 210
 AU0114  PID         -  AU0114
 AU0114  STATE/COUNTY-  LA/ST MARTIN
 AU0114  USGS QUAD   -  CENTERVILLE NE (1980)
 AU0114
 AU0114                         *CURRENT SURVEY CONTROL
 AU0114  ___________________________________________________________________
 AU0114* NAD 83(1986)-  29 57 47.     (N)    091 15 45.     (W)     SCALED    
 AU0114* NAVD 88     -         1.40   (+/-2cm)       4.6    (feet)  VERTCON   
 AU0114  ___________________________________________________________________
 AU0114  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AU0114
 AU0114  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0114
 AU0114.The horizontal coordinates were scaled from a topographic map and have
 AU0114.an estimated accuracy of +/- 6 seconds.
 AU0114
 AU0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0114.The vertical order pertains to the NGVD 29 superseded value.
 AU0114
 AU0114.The geoid height was determined by GEOID03.
 AU0114
 AU0114;                    North         East    Units  Estimated Accuracy
 AU0114;SPC LA S     -   162,170.    1,006,840.      MT  (+/- 180 meters Scaled)
 AU0114
 AU0114                          SUPERSEDED SURVEY CONTROL
 AU0114
 AU0114  NGVD 29 (??/??/??)    1.454  (m)            4.77   (f) ADJUSTED    1 2
 AU0114
 AU0114.Superseded values are not recommended for survey control.
 AU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0114.See file dsdata.txt to determine how the superseded data were derived.
 AU0114
 AU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP676159(NAD 83)
 AU0114_MARKER: DB = BENCH MARK DISK
 AU0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0114_STAMPING: D 210 1964
 AU0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0114+STABILITY: SURFACE MOTION
 AU0114
 AU0114  HISTORY     - Date     Condition        Report By
 AU0114  HISTORY     - 1964     MONUMENTED       CGS
 AU0114  HISTORY     - 1965     GOOD             CGS
 AU0114  HISTORY     - 1969     MARK NOT FOUND   USGS
 AU0114  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU0114  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AU0114
 AU0114                          STATION DESCRIPTION
 AU0114
 AU0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0114'5.0 MI NW FROM BELLE RIVER.
 AU0114'ABOUT 5.0 MILES NORTHWEST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 AU0114'SOUTH END OF A DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, 253 FEET
 AU0114'EAST OF THE CENTER LINE OF THE LEVEE, 78 FEET EAST OF THE CENTER LINE
 AU0114'OF THE ROAD, 41 FEET SOUTHEAST OF THE CENTER LINE OF A PIPE LINE
 AU0114'RIGHT-OF-WAY, 19 FEET NORTH OF A 12-INCH OAK TREE BEARING A TRIANGULAR
 AU0114'BLAZE, 1.5 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 AU0114'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 AU0114'INCHES.
 AU0114
 AU0114                          STATION RECOVERY (1969)
 AU0114
 AU0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AU0114'MARK NOT FOUND.
 AU0114
 AU0114                          STATION RECOVERY (1976)
 AU0114
 AU0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0114'MARK NOT FOUND.
 AU0114
 AU0114                          STATION RECOVERY (2001)
 AU0114
 AU0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AU0114'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1484 ***********************************************************************
 BK1484  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK1484  DESIGNATION -  D 211
 BK1484  PID         -  BK1484
 BK1484  STATE/COUNTY-  LA/CAMERON
 BK1484  USGS QUAD   -  MOSS LAKE (1994)
 BK1484
 BK1484                         *CURRENT SURVEY CONTROL
 BK1484  ___________________________________________________________________
 BK1484* NAD 83(1992)-  30 03 02.82215(N)    093 20 29.51460(W)     ADJUSTED  
 BK1484* NAVD 88     -         1.21 **(meters)       4.0  **(feet)  GPS OBS(2004.65)
 BK1484  **This station is located in a subsidence area (see below).
 BK1484  ___________________________________________________________________
 BK1484  EPOCH DATE  -        2004.65
 BK1484  X           -    -322,063.734 (meters)                     COMP
 BK1484  Y           -  -5,516,023.051 (meters)                     COMP
 BK1484  Z           -   3,175,234.801 (meters)                     COMP
 BK1484  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BK1484  ELLIP HEIGHT-         -25.99  (meters)          (06/22/05) GPS OBS
 BK1484  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1484  DYNAMIC HT  -           1.21  (meters)       4.0   (feet)  COMP
 BK1484  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 BK1484
 BK1484  HORZ ORDER  -  B
 BK1484  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1484  ELLP ORDER  -  FOURTH    CLASS I
 BK1484
 BK1484.The horizontal coordinates were established by GPS observations
 BK1484.and adjusted by the National Geodetic Survey in June 2005..
 BK1484.The horizontal coordinates are valid at the epoch date displayed above.
 BK1484.The epoch date for horizontal control is a decimal equivalence
 BK1484.of Year/Month/Day.
 BK1484
 BK1484 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1484 ** and geoid heights are valid at the date of observation. These heights
 BK1484 ** must always be validated when used as control.
 BK1484 ** The orthometric height was determined by GPS observations using
 BK1484 ** precise GPS observation and processing techniques and a new
 BK1484 ** realization of GEOID03. It supersedes the leveled height previously
 BK1484 ** determined for this station.
 BK1484 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1484 ** epoch indicated which incorporates improved geoid heights for the
 BK1484 ** Southern Louisiana Subsidence area.
 BK1484 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1484.The orthometric height was determined by GPS observations and a
 BK1484.high-resolution geoid model using precise GPS observation and
 BK1484.processing techniques. It supersedes the leveled height previously
 BK1484.determined for this station.
 BK1484.WARNING-GPS observations at this control monument resulted in a GPS
 BK1484.derived orthometric height which differed from the leveled height by
 BK1484.more than one decimeter (0.1 meter).
 BK1484.The vertical order pertains to the first NAVD 88 superseded value.
 BK1484
 BK1484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1484
 BK1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1484
 BK1484.The ellipsoidal height was determined by GPS observations
 BK1484.and is referenced to NAD 83.
 BK1484
 BK1484.The geoid height was determined by GEOID03.
 BK1484
 BK1484.The dynamic height is computed by dividing the NAVD 88
 BK1484.geopotential number by the normal gravity value computed on the
 BK1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1484.degrees latitude (g = 980.6199 gals.).
 BK1484
 BK1484.The modeled gravity was interpolated from observed gravity values.
 BK1484
 BK1484;                    North         East     Units Scale Factor Converg.
 BK1484;SPC LA S     -   173,592.387   806,359.349   MT  0.99992612   -1 00 14.8
 BK1484;SPC LA S     -   569,527.69  2,645,530.63   sFT  0.99992612   -1 00 14.8
 BK1484;UTM  15      - 3,324,461.784   467,076.732   MT  0.99961337   -0 10 15.7
 BK1484
 BK1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1484!SPC LA S     -   1.00000408  x   0.99992612  =   0.99993020
 BK1484!UTM  15      -   1.00000408  x   0.99961337  =   0.99961745
 BK1484
 BK1484                          SUPERSEDED SURVEY CONTROL
 BK1484
 BK1484  NAVD 88 (02/14/94)    1.377  (m)            4.52   (f) ADJUSTED    1 2
 BK1484  NGVD 29 (??/??/??)    1.350  (m)            4.43   (f) ADJUSTED    1 2
 BK1484
 BK1484.Superseded values are not recommended for survey control.
 BK1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1484.See file dsdata.txt to determine how the superseded data were derived.
 BK1484
 BK1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6707724462(NAD 83)
 BK1484_MARKER: B = BOLT
 BK1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1484_STAMPING: D 211 1965
 BK1484_MARK LOGO: CGS   
 BK1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1484+STABILITY: SURFACE MOTION
 BK1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1484+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 BK1484
 BK1484  HISTORY     - Date     Condition        Report By
 BK1484  HISTORY     - 1965     MONUMENTED       CGS
 BK1484  HISTORY     - 1981     GOOD             NGS
 BK1484  HISTORY     - 20020207 GOOD             CHANCE
 BK1484  HISTORY     - 20040108 GOOD             USPSQD
 BK1484  HISTORY     - 20040427 GOOD             NGS
 BK1484  HISTORY     - 20050615 GOOD             USPSQD
 BK1484
 BK1484                          STATION DESCRIPTION
 BK1484
 BK1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BK1484'3.2 MI N FROM HACKBERRY.
 BK1484'ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE BRIDGE OVER
 BK1484'BLACK LAKE BAYOU AT HACKBERRY, IN S 1, T 12 S, R 10 W, ABOUT 0.15 MILE
 BK1484'SOUTH OF THE CALCASIEU-CAMERON PARISH LINE, 41 FEET EAST OF THE CENTER
 BK1484'LINE OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER OF A METAL GATE, 16
 BK1484'FEET SOUTH OF A POWER POLE NUMBERED 206-247, 1 FOOT WEST OF A FENCE,
 BK1484'1.7 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 BK1484'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BK1484'6 INCHES.
 BK1484
 BK1484                          STATION RECOVERY (1981)
 BK1484
 BK1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1484'RECOVERED IN GOOD CONDITION.
 BK1484
 BK1484                          STATION RECOVERY (2002)
 BK1484
 BK1484'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 BK1484'RECOVERED IN GOOD CONDITION.
 BK1484
 BK1484                          STATION RECOVERY (2004)
 BK1484
 BK1484'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1484'RECOVERED IN GOOD CONDITION.
 BK1484
 BK1484                          STATION RECOVERY (2004)
 BK1484
 BK1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK1484'RECOVERED AS DESCRIBED. FROM THE JUNCTION OF I 10 AND LA 27 IN
 BK1484'SULPHER, LA GO S FOR 12.65  MILE ON LA 27 TO THE MARK ON THE LEFT IN
 BK1484'THE NE QUADRANT OF A SHELL DRIVEWAY E.,  JUST  BEFORE THE WATER WELL
 BK1484'SITE FOR THE CAMERON WATERWORKS DISTRICT 10.
 BK1484
 BK1484                          STATION RECOVERY (2005)
 BK1484
 BK1484'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0426 ***********************************************************************
 AV0426  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0426  DESIGNATION -  D 215
 AV0426  PID         -  AV0426
 AV0426  STATE/COUNTY-  LA/CAMERON
 AV0426  USGS QUAD   -  CREOLE (1982)
 AV0426
 AV0426                         *CURRENT SURVEY CONTROL
 AV0426  ___________________________________________________________________
 AV0426* NAD 83(1992)-  29 51 37.54814(N)    093 05 15.70543(W)     ADJUSTED  
 AV0426* NAVD 88     -         0.68 **(meters)       2.2  **(feet)  GPS OBS(2004.65)
 AV0426  **This station is located in a subsidence area (see below).
 AV0426  ___________________________________________________________________
 AV0426  EPOCH DATE  -        2004.65
 AV0426  X           -    -298,190.700 (meters)                     COMP
 AV0426  Y           -  -5,527,916.695 (meters)                     COMP
 AV0426  Z           -   3,156,952.628 (meters)                     COMP
 AV0426  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0426  ELLIP HEIGHT-         -26.07  (meters)          (06/22/05) GPS OBS
 AV0426  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AV0426  DYNAMIC HT  -           0.68  (meters)       2.2   (feet)  COMP
 AV0426  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 AV0426
 AV0426  HORZ ORDER  -  B
 AV0426  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0426  ELLP ORDER  -  FOURTH    CLASS I
 AV0426
 AV0426.The horizontal coordinates were established by GPS observations
 AV0426.and adjusted by the National Geodetic Survey in June 2005..
 AV0426.The horizontal coordinates are valid at the epoch date displayed above.
 AV0426.The epoch date for horizontal control is a decimal equivalence
 AV0426.of Year/Month/Day.
 AV0426
 AV0426 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0426 ** and geoid heights are valid at the date of observation. These heights
 AV0426 ** must always be validated when used as control.
 AV0426 ** The orthometric height was determined by GPS observations using
 AV0426 ** precise GPS observation and processing techniques and a new
 AV0426 ** realization of GEOID03. It supersedes the leveled height previously
 AV0426 ** determined for this station.
 AV0426 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0426 ** epoch indicated which incorporates improved geoid heights for the
 AV0426 ** Southern Louisiana Subsidence area.
 AV0426 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0426.The orthometric height was determined by GPS observations and a
 AV0426.high-resolution geoid model using precise GPS observation and
 AV0426.processing techniques. It supersedes the leveled height previously
 AV0426.determined for this station.
 AV0426.WARNING-GPS observations at this control monument resulted in a GPS
 AV0426.derived orthometric height which differed from the leveled height by
 AV0426.more than one decimeter (0.1 meter).
 AV0426.The vertical order pertains to the first NAVD 88 superseded value.
 AV0426
 AV0426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0426
 AV0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0426
 AV0426.The ellipsoidal height was determined by GPS observations
 AV0426.and is referenced to NAD 83.
 AV0426
 AV0426.The geoid height was determined by GEOID03.
 AV0426
 AV0426.The dynamic height is computed by dividing the NAVD 88
 AV0426.geopotential number by the normal gravity value computed on the
 AV0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0426.degrees latitude (g = 980.6199 gals.).
 AV0426
 AV0426.The modeled gravity was interpolated from observed gravity values.
 AV0426
 AV0426;                    North         East     Units Scale Factor Converg.
 AV0426;SPC LA S     -   152,093.515   830,510.415   MT  0.99992873   -0 52 37.9
 AV0426;SPC LA S     -   498,993.47  2,724,766.25   sFT  0.99992873   -0 52 37.9
 AV0426;UTM  15      - 3,303,323.261   491,530.116   MT  0.99960089   -0 02 37.2
 AV0426
 AV0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0426!SPC LA S     -   1.00000409  x   0.99992873  =   0.99993282
 AV0426!UTM  15      -   1.00000409  x   0.99960089  =   0.99960498
 AV0426
 AV0426                          SUPERSEDED SURVEY CONTROL
 AV0426
 AV0426  NAVD 88 (02/14/94)    0.968  (m)            3.18   (f) ADJUSTED    1 2
 AV0426  NGVD 29 (??/??/??)    0.948  (m)            3.11   (f) ADJUSTED    1 2
 AV0426
 AV0426.Superseded values are not recommended for survey control.
 AV0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0426.See file dsdata.txt to determine how the superseded data were derived.
 AV0426
 AV0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9153003323(NAD 83)
 AV0426_MARKER: DB = BENCH MARK DISK
 AV0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0426_SP_SET: CONCRETE POST
 AV0426_STAMPING: D 215 1965
 AV0426_MARK LOGO: CGS   
 AV0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0426+STABILITY: SURFACE MOTION
 AV0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0426+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 AV0426
 AV0426  HISTORY     - Date     Condition        Report By
 AV0426  HISTORY     - 1965     MONUMENTED       CGS
 AV0426  HISTORY     - 1981     GOOD             NGS
 AV0426  HISTORY     - 1986     GOOD             NGS
 AV0426  HISTORY     - 20040428 GOOD             NGS
 AV0426  HISTORY     - 20050115 GOOD             USPSQD
 AV0426
 AV0426                          STATION DESCRIPTION
 AV0426
 AV0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0426'3.65 MI NE FROM CREOLE.
 AV0426'ABOUT 3.65 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 AV0426'AT CREOLE, AT THE INTERSECTION OF A SHELLED ROAD LEADING EAST TO
 AV0426'LITTLE PECAN, 134 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13
 AV0426'FEET SOUTH OF THE CENTER LINE OF THE SHELL ROAD, 4 FEET SOUTHWEST OF
 AV0426'THE SOUTHEAST CORNER OF A CATTLE GUARD, 1.6 FEET EAST OF A WOODEN
 AV0426'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 AV0426'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AV0426
 AV0426                          STATION RECOVERY (1981)
 AV0426
 AV0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AV0426'NOTE--CHANGE-SHELL ROAD TO COUNTY ROAD 201.
 AV0426
 AV0426                          STATION RECOVERY (1986)
 AV0426
 AV0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0426'RECOVERED IN GOOD CONDITION.
 AV0426
 AV0426                          STATION RECOVERY (2004)
 AV0426
 AV0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0426'3.7 MILES NE OF THE POST OFFICE IN CREOLE  ON LA 27 AT THE
 AV0426'INTERSECTION OF A PAVED ROAD  EAST,  155 FEET E OF LA 27, 14 FEET S OF
 AV0426'THE PAVED ROAD, 4 FEET SSW OF THE SE CORNER OF  A CONCRETE  HEADWALL
 AV0426'FOR A FILLED IN CATTLE GUARD, 2 FEET BELOW THE ROAD SURFACE, 1 FEET  W
 AV0426'OF A METAL WITNESS POST.
 AV0426
 AV0426                          STATION RECOVERY (2005)
 AV0426
 AV0426'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0504 ***********************************************************************
 BJ0504  DESIGNATION -  D 216
 BJ0504  PID         -  BJ0504
 BJ0504  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0504  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0504
 BJ0504                         *CURRENT SURVEY CONTROL
 BJ0504  ___________________________________________________________________
 BJ0504* NAD 83(1986)-  30 32 02.     (N)    091 10 39.     (W)     SCALED    
 BJ0504* NAVD 88     -        20.19   (+/-2cm)      66.2    (feet)  VERTCON   
 BJ0504  ___________________________________________________________________
 BJ0504  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0504
 BJ0504  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0504
 BJ0504.The horizontal coordinates were scaled from a topographic map and have
 BJ0504.an estimated accuracy of +/- 6 seconds.
 BJ0504
 BJ0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0504.The vertical order pertains to the NGVD 29 superseded value.
 BJ0504
 BJ0504.The geoid height was determined by GEOID03.
 BJ0504
 BJ0504;                    North         East    Units  Estimated Accuracy
 BJ0504;SPC LA S     -   225,460.    1,014,950.      MT  (+/- 180 meters Scaled)
 BJ0504
 BJ0504                          SUPERSEDED SURVEY CONTROL
 BJ0504
 BJ0504  NGVD 29 (??/??/??)   20.183  (m)           66.22   (f) ADJUSTED    1 1
 BJ0504
 BJ0504.Superseded values are not recommended for survey control.
 BJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0504.See file dsdata.txt to determine how the superseded data were derived.
 BJ0504
 BJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP748793(NAD 83)
 BJ0504_MARKER: DB = BENCH MARK DISK
 BJ0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0504_SP_SET: BUILDING
 BJ0504_STAMPING: D 216 1965
 BJ0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0504
 BJ0504  HISTORY     - Date     Condition        Report By
 BJ0504  HISTORY     - 1965     MONUMENTED       CGS
 BJ0504  HISTORY     - 1976     GOOD             NGS
 BJ0504
 BJ0504                          STATION DESCRIPTION
 BJ0504
 BJ0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0504'IN SCOTLANDVILLE.
 BJ0504'AT SCOTLANDVILLE, IN S 11, T 6 S, R 1 W, SET VERTICALLY IN THE WEST
 BJ0504'FACE OF THE SENIOR HIGH SCHOOL, 370 FEET EAST OF THE EAST RAIL OF THE
 BJ0504'YAZOO AND MISSISSIPPI VALLEY RAILROAD, 320 FEET EAST OF THE CENTER
 BJ0504'LINE OF STATE HIGHWAY 19, 33 FEET WEST OF THE CENTER OF THE ENTRANCE
 BJ0504'TO A LOBBY FOR THE GYMNASIUM, 18 FEET NORTHEAST OF THE CENTER LINE OF
 BJ0504'A DRIVE IN FRONT OF THE BUILDING, 10 INCHES NORTH OF THE SOUTHWEST
 BJ0504'CORNER OF THE GYMNASIUM, AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0504
 BJ0504                          STATION RECOVERY (1976)
 BJ0504
 BJ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0504'AT SCOTLANDVILLE SENIOR HIGH SCHOOL, SET VERTICALLY IN THE WEST
 BJ0504'FACE OF THE BRICK GYMNASIUM, 320 FT EAST OF THE CENTER LINE OF
 BJ0504'STATE HIGHWAY 19, 18 FT NORTHEAST OF THE CENTER LINE OF A CONCRETE
 BJ0504'DRIVEWAY, 0.8 FT NORTH OF THE SOUTHWEST CORNER OF BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0783 ***********************************************************************
 BJ0783  DESIGNATION -  D 217
 BJ0783  PID         -  BJ0783
 BJ0783  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0783  USGS QUAD   -  LOBDELL (1992)
 BJ0783
 BJ0783                         *CURRENT SURVEY CONTROL
 BJ0783  ___________________________________________________________________
 BJ0783* NAD 83(1986)-  30 26 26.     (N)    091 21 57.     (W)     SCALED    
 BJ0783* NAVD 88     -         4.005  (meters)      13.14   (feet)  ADJUSTED  
 BJ0783  ___________________________________________________________________
 BJ0783  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ0783  DYNAMIC HT  -           3.999 (meters)      13.12  (feet)  COMP
 BJ0783  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 BJ0783
 BJ0783  VERT ORDER  -  FIRST     CLASS I
 BJ0783
 BJ0783.The horizontal coordinates were scaled from a topographic map and have
 BJ0783.an estimated accuracy of +/- 6 seconds.
 BJ0783
 BJ0783.The orthometric height was determined by differential leveling
 BJ0783.and adjusted by the National Geodetic Survey in February 1994..
 BJ0783
 BJ0783.The geoid height was determined by GEOID03.
 BJ0783
 BJ0783.The dynamic height is computed by dividing the NAVD 88
 BJ0783.geopotential number by the normal gravity value computed on the
 BJ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0783.degrees latitude (g = 980.6199 gals.).
 BJ0783
 BJ0783.The modeled gravity was interpolated from observed gravity values.
 BJ0783
 BJ0783;                    North         East    Units  Estimated Accuracy
 BJ0783;SPC LA S     -   215,100.      996,880.      MT  (+/- 180 meters Scaled)
 BJ0783
 BJ0783                          SUPERSEDED SURVEY CONTROL
 BJ0783
 BJ0783  NGVD 29 (??/??/??)    4.006  (m)           13.14   (f) ADJUSTED    1 1
 BJ0783
 BJ0783.Superseded values are not recommended for survey control.
 BJ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0783.See file dsdata.txt to determine how the superseded data were derived.
 BJ0783
 BJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP569687(NAD 83)
 BJ0783_MARKER: DB = BENCH MARK DISK
 BJ0783_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0783_SP_SET: 88 FT.
 BJ0783_STAMPING: D 217 1965
 BJ0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0783
 BJ0783  HISTORY     - Date     Condition        Report By
 BJ0783  HISTORY     - 1965     MONUMENTED       CGS
 BJ0783  HISTORY     - 1976     GOOD             NGS
 BJ0783  HISTORY     - 20060607 MARK NOT FOUND   NGS
 BJ0783
 BJ0783                          STATION DESCRIPTION
 BJ0783
 BJ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0783'5.05 MI NE FROM GROSSE TETE.
 BJ0783'ABOUT 0.6 MILE NORTH-NORTHWEST ALONG SIDNEY ROAD FROM THE CASH
 BJ0783'MERCHANT STORE AT GROSSE TETE, THENCE 4.45 MILES EAST NORTHEAST ALONG
 BJ0783'AN ABANDONED RAILROAD GRADE, IN SOUTHEAST 1/4 SECTION 20, T 7 S, R 11
 BJ0783'E, 68 FEET EAST OF THE SOUTHEAST CORNER OF A LOADING CHUTE, 16 FEET
 BJ0783'NORTH OF THE CENTER LINE OF THE RAILROAD GRADE, 28 FEET SOUTHEAST OF A
 BJ0783'30-INCH GUM TREE, 1.5 FEET WEST OF A CREOSOTED WITNESS POST, ABOUT
 BJ0783'LEVEL WITH THE GRADE, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BJ0783'THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED IN A 5-INCH CAST
 BJ0783'IRON PIPE PROJECTING 1.0 FOOT.
 BJ0783
 BJ0783                          STATION RECOVERY (1976)
 BJ0783
 BJ0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0783'0.2 MILES NORTH-NORTHWEST ALONG SIDNEY ROAD FROM ITS INTERSECTION
 BJ0783'WITH THE WEST BOUND LANES OF INTERSTATE HIGHWAY 10, THENCE 4.45 MILES
 BJ0783'EAST NORTHEAST ALONG AN ABANDONED RAILROAD GRADE, 68 FEET EAST OF THE
 BJ0783'SOUTHEAST CORNER OF AN OLD LOADING CHUTE, 16 FEET NORTH OF THE CENTER
 BJ0783'LINE OF THE RAILROAD GRADE, 28 FEET SOUTHEAST OF A 30 INCH TREE STUMP
 BJ0783
 BJ0783                          STATION RECOVERY (2006)
 BJ0783
 BJ0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0783'NOT RECOVERED. LOCKED GATE. UNABLE TO GET BACK TO LOOK FOR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0812 ***********************************************************************
 BK0812  DESIGNATION -  D 2268 LAGS
 BK0812  PID         -  BK0812
 BK0812  STATE/COUNTY-  LA/ALLEN
 BK0812  USGS QUAD   -  KINDER (1994)
 BK0812
 BK0812                         *CURRENT SURVEY CONTROL
 BK0812  ___________________________________________________________________
 BK0812* NAD 83(1986)-  30 28 01.     (N)    092 51 00.     (W)     SCALED    
 BK0812* NAVD 88     -        13.276  (meters)      43.56   (feet)  ADJUSTED  
 BK0812  ___________________________________________________________________
 BK0812  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0812  DYNAMIC HT  -          13.259 (meters)      43.50  (feet)  COMP
 BK0812  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 BK0812
 BK0812  VERT ORDER  -  SECOND    CLASS 0
 BK0812
 BK0812.The horizontal coordinates were scaled from a topographic map and have
 BK0812.an estimated accuracy of +/- 6 seconds.
 BK0812
 BK0812.The orthometric height was determined by differential leveling
 BK0812.and adjusted by the National Geodetic Survey in February 1994..
 BK0812
 BK0812.The geoid height was determined by GEOID03.
 BK0812
 BK0812.The dynamic height is computed by dividing the NAVD 88
 BK0812.geopotential number by the normal gravity value computed on the
 BK0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0812.degrees latitude (g = 980.6199 gals.).
 BK0812
 BK0812.The modeled gravity was interpolated from observed gravity values.
 BK0812
 BK0812;                    North         East    Units  Estimated Accuracy
 BK0812;SPC LA S     -   218,990.      854,360.      MT  (+/- 180 meters Scaled)
 BK0812
 BK0812                          SUPERSEDED SURVEY CONTROL
 BK0812
 BK0812  NGVD 29 (??/??/??)   13.232  (m)           43.41   (f) ADJUSTED    2 0
 BK0812
 BK0812.Superseded values are not recommended for survey control.
 BK0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0812.See file dsdata.txt to determine how the superseded data were derived.
 BK0812
 BK0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP143705(NAD 83)
 BK0812_MARKER: DD = SURVEY DISK
 BK0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0812_STAMPING: D2268
 BK0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0812+STABILITY: SURFACE MOTION
 BK0812
 BK0812  HISTORY     - Date     Condition        Report By
 BK0812  HISTORY     - UNK      MONUMENTED       LAGS
 BK0812  HISTORY     - 1970     GOOD             LADTD
 BK0812  HISTORY     - 20040630 MARK NOT FOUND   USPSQD
 BK0812
 BK0812                          STATION DESCRIPTION
 BK0812
 BK0812'DESCRIBED BY LA TRANSP AND DEV 1970
 BK0812'2.5 MI SE FROM KINDER.
 BK0812'ABOUT 1.9 MILES SOUTH ALONG US 165 FROM THE MISSOURI PACIFIC RAILROAD
 BK0812'DEPOT AT KINDER, THENCE 0.6 MILE EAST ALONG A SURFACE TREATED PARISH
 BK0812'ROAD, 21 FEET NORTH OF THE CENTERLINE OF A SURFACE TREATED PARISH
 BK0812'ROAD, 15 FEET WEST OF THE WEST END OF AN 18 INCH SIDE DRAIN, 2.6 FEET
 BK0812'SOUTH OF A COMBINATION MESH AND BARBED WIRE FENCE, 1.3 FEET NORTH OF A
 BK0812'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROADWAY, SET IN THE TOP OF A
 BK0812'CONCRETE POST PROJECTING 3 INCHES.  SEC 2, T7S, R5W.
 BK0812
 BK0812                          STATION RECOVERY (2004)
 BK0812
 BK0812'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0811 ***********************************************************************
 BK0811  DESIGNATION -  D 2269 LAGS
 BK0811  PID         -  BK0811
 BK0811  STATE/COUNTY-  LA/ALLEN
 BK0811  USGS QUAD   -  KINDER (1994)
 BK0811
 BK0811                         *CURRENT SURVEY CONTROL
 BK0811  ___________________________________________________________________
 BK0811* NAD 83(1986)-  30 28 00.     (N)    092 51 22.     (W)     SCALED    
 BK0811* NAVD 88     -        14.275  (meters)      46.83   (feet)  ADJUSTED  
 BK0811  ___________________________________________________________________
 BK0811  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0811  DYNAMIC HT  -          14.256 (meters)      46.77  (feet)  COMP
 BK0811  MODELED GRAV-     979,337.9   (mgal)                       NAVD 88
 BK0811
 BK0811  VERT ORDER  -  SECOND    CLASS 0
 BK0811
 BK0811.The horizontal coordinates were scaled from a topographic map and have
 BK0811.an estimated accuracy of +/- 6 seconds.
 BK0811
 BK0811.The orthometric height was determined by differential leveling
 BK0811.and adjusted by the National Geodetic Survey in February 1994..
 BK0811
 BK0811.The geoid height was determined by GEOID03.
 BK0811
 BK0811.The dynamic height is computed by dividing the NAVD 88
 BK0811.geopotential number by the normal gravity value computed on the
 BK0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0811.degrees latitude (g = 980.6199 gals.).
 BK0811
 BK0811.The modeled gravity was interpolated from observed gravity values.
 BK0811
 BK0811;                    North         East    Units  Estimated Accuracy
 BK0811;SPC LA S     -   218,970.      853,780.      MT  (+/- 180 meters Scaled)
 BK0811
 BK0811                          SUPERSEDED SURVEY CONTROL
 BK0811
 BK0811  NGVD 29 (??/??/??)   14.231  (m)           46.69   (f) ADJUSTED    2 0
 BK0811
 BK0811.Superseded values are not recommended for survey control.
 BK0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0811.See file dsdata.txt to determine how the superseded data were derived.
 BK0811
 BK0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP138705(NAD 83)
 BK0811_MARKER: DD = SURVEY DISK
 BK0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0811_STAMPING: D2269
 BK0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0811+STABILITY: SURFACE MOTION
 BK0811
 BK0811  HISTORY     - Date     Condition        Report By
 BK0811  HISTORY     - UNK      MONUMENTED       LAGS
 BK0811  HISTORY     - 1969     GOOD             LADTD
 BK0811  HISTORY     - 20040630 GOOD             USPSQD
 BK0811
 BK0811                          STATION DESCRIPTION
 BK0811
 BK0811'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0811'2.2 MI SE FROM KINDER.
 BK0811'ABOUT 1.9 MILES SOUTH ALONG US 165 FROM THE MISSOURI PACIFIC RAILROAD
 BK0811'DEPOT AT KINDER, THENCE 0.3 MILE EAST ALONG A SURFACE TREATED PARISH
 BK0811'ROAD, 25 FEET WEST OF THE WEST END OF A 12 INCH SIDE DRAIN, 21 FEET
 BK0811'SOUTH OF THE CENTERLINE OF A SURFACE TREATED PARISH ROAD, 1.6 FEET
 BK0811'NORTH OF A COMBINATION MESH AND BARBED WIRE FENCE, 1.5 FEET SOUTH OF A
 BK0811'STEEL WITNESS POST, 1-1/2 FEET ABOVE ROADWAY, SET IN THE TOP OF A
 BK0811'CONCRETE POST PROJECTING 3 INCHES.  SECTION 11, T7S, R5W.
 BK0811
 BK0811                          STATION RECOVERY (2004)
 BK0811
 BK0811'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0722 ***********************************************************************
 BK0722  DESIGNATION -  D 2275 LAGS
 BK0722  PID         -  BK0722
 BK0722  STATE/COUNTY-  LA/ALLEN
 BK0722  USGS QUAD   -  KINDER (1994)
 BK0722
 BK0722                         *CURRENT SURVEY CONTROL
 BK0722  ___________________________________________________________________
 BK0722* NAD 83(1986)-  30 27 45.     (N)    092 51 45.     (W)     SCALED    
 BK0722* NAVD 88     -        12.239  (meters)      40.15   (feet)  ADJUSTED  
 BK0722  ___________________________________________________________________
 BK0722  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0722  DYNAMIC HT  -          12.223 (meters)      40.10  (feet)  COMP
 BK0722  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BK0722
 BK0722  VERT ORDER  -  FIRST     CLASS I
 BK0722
 BK0722.The horizontal coordinates were scaled from a topographic map and have
 BK0722.an estimated accuracy of +/- 6 seconds.
 BK0722
 BK0722.The orthometric height was determined by differential leveling
 BK0722.and adjusted by the National Geodetic Survey in February 1994..
 BK0722
 BK0722.The geoid height was determined by GEOID03.
 BK0722
 BK0722.The dynamic height is computed by dividing the NAVD 88
 BK0722.geopotential number by the normal gravity value computed on the
 BK0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0722.degrees latitude (g = 980.6199 gals.).
 BK0722
 BK0722.The modeled gravity was interpolated from observed gravity values.
 BK0722
 BK0722;                    North         East    Units  Estimated Accuracy
 BK0722;SPC LA S     -   218,510.      853,160.      MT  (+/- 180 meters Scaled)
 BK0722
 BK0722                          SUPERSEDED SURVEY CONTROL
 BK0722
 BK0722  NAVD 88 (06/15/91)   12.223  (m)           40.10   (f) UNKNOWN     1 1
 BK0722  NGVD 29 (??/??/??)   12.204  (m)           40.04   (f) ADJUSTED    1 1
 BK0722
 BK0722.Superseded values are not recommended for survey control.
 BK0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0722.See file dsdata.txt to determine how the superseded data were derived.
 BK0722
 BK0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP132700(NAD 83)
 BK0722_MARKER: DD = SURVEY DISK
 BK0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0722_STAMPING: D 2275
 BK0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0722+STABILITY: SURFACE MOTION
 BK0722
 BK0722  HISTORY     - Date     Condition        Report By
 BK0722  HISTORY     - UNK      MONUMENTED       LAGS
 BK0722  HISTORY     - 1970     GOOD             NGS
 BK0722  HISTORY     - 20021102 GOOD             USPSQD
 BK0722
 BK0722                          STATION DESCRIPTION
 BK0722
 BK0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0722'2.2 MI SW FROM KINDER.
 BK0722'ABOUT 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0722'PACIFIC RAILROAD STATION AT KINDER, 2 1/2 POLES NORTHEAST OF MISSOURI
 BK0722'PACIFIC RAILROAD MILEPOST 663, 35 FEET SOUTHEAST OF THE CENTER LINE OF
 BK0722'THE HIGHWAY, 48 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 73 1/2 FEET
 BK0722'NORTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 BK0722'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, ABOUT 1 FOOT BELOW
 BK0722'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 BK0722'LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 10, T 7S, R 5W.
 BK0722
 BK0722                          STATION RECOVERY (2002)
 BK0722
 BK0722'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2953 ***********************************************************************
 BK2953  DESIGNATION -  D 2279 LAGS 1963
 BK2953  PID         -  BK2953
 BK2953  STATE/COUNTY-  LA/ALLEN
 BK2953  USGS QUAD   -  KINDER (1994)
 BK2953
 BK2953                         *CURRENT SURVEY CONTROL
 BK2953  ___________________________________________________________________
 BK2953* NAD 83(1992)-  30 26 44.17760(N)    092 52 20.19392(W)     ADJUSTED  
 BK2953* NAVD 88     -        12.61   (+/-2cm)      41.4    (feet)  VERTCON   
 BK2953  ___________________________________________________________________
 BK2953  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BK2953  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2953
 BK2953  HORZ ORDER  -  SECOND
 BK2953  VERT ORDER  -  THIRD ? (See Below)
 BK2953
 BK2953.The horizontal coordinates were established by classical geodetic methods
 BK2953.and adjusted by the National Geodetic Survey in January 1993..
 BK2953
 BK2953.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2953.The vertical order pertains to the NGVD 29 superseded value.
 BK2953
 BK2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2953
 BK2953.The geoid height was determined by GEOID03.
 BK2953
 BK2953;                    North         East     Units Scale Factor Converg.
 BK2953;SPC LA S     -   216,653.863   852,191.988   MT  0.99995577   -0 46 10.2
 BK2953;SPC LA S     -   710,805.22  2,795,899.88   sFT  0.99995577   -0 46 10.2
 BK2953;UTM  15      - 3,368,170.588   512,263.273   MT  0.99960186   +0 03 53.0
 BK2953
 BK2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2953!SPC LA S     -   1.00000231  x   0.99995577  =   0.99995808
 BK2953!UTM  15      -   1.00000231  x   0.99960186  =   0.99960417
 BK2953
 BK2953                          SUPERSEDED SURVEY CONTROL
 BK2953
 BK2953  NAD 83(1986)-  30 26 44.19781(N)    092 52 20.18720(W) AD(       ) 2
 BK2953  NAD 27      -  30 26 43.47083(N)    092 52 19.65531(W) AD(       ) 2
 BK2953  NGVD 29 (07/19/86)   12.57   (m)           41.2    (f) LEVELING    3  
 BK2953
 BK2953.Superseded values are not recommended for survey control.
 BK2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2953.See file dsdata.txt to determine how the superseded data were derived.
 BK2953
 BK2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1226368171(NAD 83)
 BK2953_MARKER: DD = SURVEY DISK
 BK2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2953_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2953+STABILITY: SURFACE MOTION
 BK2953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2953+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BK2953
 BK2953  HISTORY     - Date     Condition        Report By
 BK2953  HISTORY     - 1963     MONUMENTED       LAGS
 BK2953  HISTORY     - 20040413 GOOD             USPSQD
 BK2953  HISTORY     - 20050629 GOOD             USPSQD
 BK2953
 BK2953                          STATION DESCRIPTION
 BK2953
 BK2953'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1963
 BK2953'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF KINDER,
 BK2953'5-1/2 MILES NORTH-NORTHEAST OF FENTON, ALONG THE SOUTHEAST
 BK2953'SIDE OF THE MISSOURI PACIFIC RAILROAD.
 BK2953'
 BK2953'D2279, IS A LOUISIANA GEODETIC SURVEY MARK SET IN THE TOP
 BK2953'OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 BK2953'INCHES AND STAMPED D 2279.  THE MARK IS 32 FEET EAST-SOUTHEAST
 BK2953'OF THE CENTER OF U.S. HIGHWAY 165, 51.2 FEET EAST-NORTHEAST
 BK2953'OF THE CENTER OF RAILROAD TRACKS, 339.5 FEET NORTH-NORTHEAST
 BK2953'OF AN OLD GRADE CROSSING.
 BK2953
 BK2953                          STATION RECOVERY (2004)
 BK2953
 BK2953'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2953'RECOVERED AS DESCRIBED.
 BK2953
 BK2953                          STATION RECOVERY (2005)
 BK2953
 BK2953'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK2953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2955 ***********************************************************************
 BK2955  DESIGNATION -  D 2280 LAGS 1963
 BK2955  PID         -  BK2955
 BK2955  STATE/COUNTY-  LA/ALLEN
 BK2955  USGS QUAD   -  KINDER (1994)
 BK2955
 BK2955                         *CURRENT SURVEY CONTROL
 BK2955  ___________________________________________________________________
 BK2955* NAD 83(1992)-  30 26 30.25751(N)    092 52 28.94357(W)     ADJUSTED  
 BK2955* NAVD 88     -        12.80   (+/-2cm)      42.0    (feet)  VERTCON   
 BK2955  ___________________________________________________________________
 BK2955  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK2955  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2955
 BK2955  HORZ ORDER  -  SECOND
 BK2955  VERT ORDER  -  THIRD ? (See Below)
 BK2955
 BK2955.The horizontal coordinates were established by classical geodetic methods
 BK2955.and adjusted by the National Geodetic Survey in January 1993..
 BK2955
 BK2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2955.The vertical order pertains to the NGVD 29 superseded value.
 BK2955
 BK2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2955
 BK2955.The geoid height was determined by GEOID03.
 BK2955
 BK2955;                    North         East     Units Scale Factor Converg.
 BK2955;SPC LA S     -   216,228.397   851,952.803   MT  0.99995525   -0 46 14.5
 BK2955;SPC LA S     -   709,409.33  2,795,115.15   sFT  0.99995525   -0 46 14.5
 BK2955;UTM  15      - 3,367,741.837   512,030.390   MT  0.99960179   +0 03 48.5
 BK2955
 BK2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2955!SPC LA S     -   1.00000228  x   0.99995525  =   0.99995753
 BK2955!UTM  15      -   1.00000228  x   0.99960179  =   0.99960407
 BK2955
 BK2955                          SUPERSEDED SURVEY CONTROL
 BK2955
 BK2955  NAD 83(1986)-  30 26 30.27773(N)    092 52 28.93687(W) AD(       ) 2
 BK2955  NAD 27      -  30 26 29.55038(N)    092 52 28.40482(W) AD(       ) 2
 BK2955  NGVD 29 (07/19/86)   12.76   (m)           41.9    (f) LEVELING    3  
 BK2955
 BK2955.Superseded values are not recommended for survey control.
 BK2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2955.See file dsdata.txt to determine how the superseded data were derived.
 BK2955
 BK2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1203067742(NAD 83)
 BK2955_MARKER: DD = SURVEY DISK
 BK2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2955+STABILITY: SURFACE MOTION
 BK2955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2955+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BK2955
 BK2955  HISTORY     - Date     Condition        Report By
 BK2955  HISTORY     - 1963     MONUMENTED       LAGS
 BK2955  HISTORY     - 20040413 GOOD             USPSQD
 BK2955  HISTORY     - 20050629 GOOD             USPSQD
 BK2955
 BK2955                          STATION DESCRIPTION
 BK2955
 BK2955'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1963
 BK2955'STATION IS A LOUISIANA GEODETIC SURVEY MARK SET IN THE TOP
 BK2955'OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1
 BK2955'INCH AND STAMPED D 2280.  THE MARK IS 40.5 FEET WEST-NORTHWEST
 BK2955'OF THE CENTER OF U.S. HIGHWAY 165, 124 FEET NORTH-NORTHEAST
 BK2955'OF CENTER OF A DRIVEWAY TO THE HOME OF JOSEPH FONTENOT AND
 BK2955'141.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 BK2955
 BK2955                          STATION RECOVERY (2004)
 BK2955
 BK2955'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2955'RECOVERED AS DESCRIBED.THE JOSEPH FONTENOT HOME NO LONGER EXISTS.
 BK2955
 BK2955                          STATION RECOVERY (2005)
 BK2955
 BK2955'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK2955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0736 ***********************************************************************
 BK0736  DESIGNATION -  D 2294 LAGS
 BK0736  PID         -  BK0736
 BK0736  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0736  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0736
 BK0736                         *CURRENT SURVEY CONTROL
 BK0736  ___________________________________________________________________
 BK0736* NAD 83(1992)-  30 22 44.86092(N)    092 54 35.64127(W)     ADJUSTED  
 BK0736* NAVD 88     -         9.   **(meters)      30.   **(feet)  SCALED    
 BK0736  **This station is located in a subsidence area (see below).
 BK0736  ___________________________________________________________________
 BK0736  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK0736  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0736  DYNAMIC HT  -           9.1   (meters)      30.    (feet)  COMP
 BK0736  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 BK0736
 BK0736  HORZ ORDER  -  SECOND
 BK0736  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0736
 BK0736.The horizontal coordinates were established by classical geodetic methods
 BK0736.and adjusted by the National Geodetic Survey in January 1993..
 BK0736
 BK0736 ** The orthometric height has not been validated since last determined
 BK0736 ** by differential leveling and should not be used for control purposes.
 BK0736 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0736 ** area with valid NAVD 88 orthometric heights.
 BK0736 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0736 ** epoch indicated which incorporates improved geoid heights for the
 BK0736 ** Southern Louisiana Subsidence area.
 BK0736 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0736.The orthometric height was scaled from a topographic map.
 BK0736.The vertical order pertains to the first NAVD 88 superseded value.
 BK0736
 BK0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0736
 BK0736.The geoid height was determined by GEOID03.
 BK0736
 BK0736.The dynamic height is computed by dividing the NAVD 88
 BK0736.geopotential number by the normal gravity value computed on the
 BK0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0736.degrees latitude (g = 980.6199 gals.).
 BK0736
 BK0736.The modeled gravity was interpolated from observed gravity values.
 BK0736
 BK0736;                    North         East     Units Scale Factor Converg.
 BK0736;SPC LA S     -   209,334.457   848,477.199   MT  0.99994746   -0 47 17.9
 BK0736;SPC LA S     -   686,791.46  2,783,712.28   sFT  0.99994746   -0 47 17.9
 BK0736;UTM  15      - 3,360,800.466   508,656.683   MT  0.99960092   +0 02 44.0
 BK0736
 BK0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0736!SPC LA S     -   1.00000287  x   0.99994746  =   0.99995033
 BK0736!UTM  15      -   1.00000287  x   0.99960092  =   0.99960379
 BK0736
 BK0736                          SUPERSEDED SURVEY CONTROL
 BK0736
 BK0736  NAD 83(1986)-  30 22 44.88134(N)    092 54 35.63482(W) AD(       ) 2
 BK0736  NAD 27      -  30 22 44.14845(N)    092 54 35.10069(W) AD(       ) 2
 BK0736  NAVD 88 (06/15/91)    9.042  (m)           29.67   (f) UNKNOWN     1 1
 BK0736  NGVD 29 (??/??/??)    9.022  (m)           29.60   (f) ADJUSTED    1 1
 BK0736
 BK0736.Superseded values are not recommended for survey control.
 BK0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0736.See file dsdata.txt to determine how the superseded data were derived.
 BK0736
 BK0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0865760800(NAD 83)
 BK0736_MARKER: DD = SURVEY DISK
 BK0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0736_STAMPING: D 2294
 BK0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0736+STABILITY: SURFACE MOTION
 BK0736
 BK0736  HISTORY     - Date     Condition        Report By
 BK0736  HISTORY     - 1963     MONUMENTED       LAGS
 BK0736  HISTORY     - 1970     GOOD             NGS
 BK0736  HISTORY     - 1974     GOOD             NGS
 BK0736
 BK0736                          STATION DESCRIPTION
 BK0736
 BK0736'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1963
 BK0736'STATION IS A STANDARD LOUISIANA GEODETIC SURVEY STATION DISK
 BK0736'STAMPED D 2294 SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 BK0736'POST PROJECTING 2 INCHES.  IT IS 1.7 FEET EAST OF FENCE,
 BK0736'44.4 FEET SOUTH OF A POWER LINE POLE, 65.0 FEET WEST OF
 BK0736'U.S. HIGHWAY 165 AND 43.4 FEET SOUTH OF A METAL FENCE CORNER
 BK0736'AROUND A HOUSE.
 BK0736'
 BK0736'TO REACH THE BENCH MARK D 2294 FROM THE TRAFFIC LIGHT IN
 BK0736'FENTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 165 FOR 1.05
 BK0736'MILES TO BENCH MARK D 2294 ON THE LEFT SIDE OF THE HIGHWAY.
 BK0736
 BK0736                          STATION RECOVERY (1970)
 BK0736
 BK0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0736'1.25 MI NE FROM FENTON.
 BK0736'ABOUT 1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE
 BK0736'AT FENTON, 0.25 MILE SOUTHWEST OF MISSOURI PACIFIC RAILROAD MILEPOST
 BK0736'669, 64 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 147 FEET
 BK0736'NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST RAIL OF THE
 BK0736'RAILROAD, 89 FEET SOUTHEAST OF THE SOUTH CORNER OF THE GARAGE PORTION
 BK0736'OF A BRICK HOUSE, 44 FEET SOUTHWEST OF A POWER POLE, 23 1/2 FEET
 BK0736'NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 128 YARDS
 BK0736'SOUTHWEST AND ACROSS THE HIGHWAY FROM BENCH MARK C 17, 1.3 FEET
 BK0736'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 BK0736'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF
 BK0736'THE GROUND.  SECTION 8, T 8S, R 5W.
 BK0736
 BK0736                          STATION RECOVERY (1974)
 BK0736
 BK0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1427 ***********************************************************************
 BH1427  DESIGNATION -  D 23
 BH1427  PID         -  BH1427
 BH1427  STATE/COUNTY-  LA/WASHINGTON
 BH1427  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1427
 BH1427                         *CURRENT SURVEY CONTROL
 BH1427  ___________________________________________________________________
 BH1427* NAD 83(1986)-  30 47 20.     (N)    089 51 20.     (W)     SCALED    
 BH1427* NAVD 88     -        31.14   (+/-2cm)     102.2    (feet)  VERTCON   
 BH1427  ___________________________________________________________________
 BH1427  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH1427
 BH1427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1427
 BH1427.The horizontal coordinates were scaled from a topographic map and have
 BH1427.an estimated accuracy of +/- 6 seconds.
 BH1427
 BH1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1427.The vertical order pertains to the NGVD 29 superseded value.
 BH1427
 BH1427.The geoid height was determined by GEOID03.
 BH1427
 BH1427;                    North         East    Units  Estimated Accuracy
 BH1427;SPC LA S     -   254,630.    1,141,440.      MT  (+/- 180 meters Scaled)
 BH1427
 BH1427                          SUPERSEDED SURVEY CONTROL
 BH1427
 BH1427  NGVD 29 (??/??/??)   31.223  (m)          102.44   (f) ADJUSTED    2 0
 BH1427
 BH1427.Superseded values are not recommended for survey control.
 BH1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1427.See file dsdata.txt to determine how the superseded data were derived.
 BH1427
 BH1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV267096(NAD 83)
 BH1427_MARKER: DB = BENCH MARK DISK
 BH1427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1427_SP_SET: CONCRETE STEP
 BH1427_STAMPING: D 23 1934
 BH1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1427
 BH1427  HISTORY     - Date     Condition        Report By
 BH1427  HISTORY     - 1934     MONUMENTED       CGS
 BH1427  HISTORY     - 1955     GOOD             CGS
 BH1427  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH1427
 BH1427                          STATION DESCRIPTION
 BH1427
 BH1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1427'IN BOGALUSA.
 BH1427'AT BOGALUSA, WASHINGTON PARISH, AT THE HIGH SCHOOL, AT THE MAIN
 BH1427'ENTRANCE, IN FRONT OF THE NORTH BANISTER, AND IN THE TOP OF THE NORTH
 BH1427'END OF THE SECOND CONCRETE STEP.  A STANDARD DISK, STAMPED D 23 1934.
 BH1427
 BH1427                          STATION RECOVERY (1979)
 BH1427
 BH1427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0648 ***********************************************************************
 BX0648  DESIGNATION -  D 230
 BX0648  PID         -  BX0648
 BX0648  STATE/COUNTY-  LA/RAPIDES
 BX0648  USGS QUAD   -  ALEXANDRIA (1992)
 BX0648
 BX0648                         *CURRENT SURVEY CONTROL
 BX0648  ___________________________________________________________________
 BX0648* NAD 83(1986)-  31 22 06.     (N)    092 24 33.     (W)     SCALED    
 BX0648* NAVD 88     -        48.15   (+/-2cm)     158.0    (feet)  VERTCON   
 BX0648  ___________________________________________________________________
 BX0648  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX0648
 BX0648  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0648
 BX0648.The horizontal coordinates were scaled from a topographic map and have
 BX0648.an estimated accuracy of +/- 6 seconds.
 BX0648
 BX0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0648.The vertical order pertains to the NGVD 29 superseded value.
 BX0648
 BX0648.The geoid height was determined by GEOID03.
 BX0648
 BX0648;                    North         East    Units  Estimated Accuracy
 BX0648;SPC LA N     -    96,280.    1,008,640.      MT  (+/- 180 meters Scaled)
 BX0648
 BX0648                          SUPERSEDED SURVEY CONTROL
 BX0648
 BX0648  NGVD 29 (??/??/??)   48.136  (m)          157.93   (f) ADJUSTED    1 2
 BX0648
 BX0648.Superseded values are not recommended for survey control.
 BX0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0648.See file dsdata.txt to determine how the superseded data were derived.
 BX0648
 BX0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561705(NAD 83)
 BX0648_MARKER: DB = BENCH MARK DISK
 BX0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0648_SP_SET: 24 FEET
 BX0648_STAMPING: D 230 1965
 BX0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0648
 BX0648  HISTORY     - Date     Condition        Report By
 BX0648  HISTORY     - 1965     MONUMENTED       CGS
 BX0648  HISTORY     - 1966     GOOD             CGS
 BX0648  HISTORY     - 1977     POOR             NGS
 BX0648
 BX0648                          STATION DESCRIPTION
 BX0648
 BX0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0648'3.85 MI N FROM PINEVILLE.
 BX0648'ABOUT 3.55 MILES NORTH ALONG U.S. HIGHWAY 165 (BUSINESS ROUTE) FROM
 BX0648'THE POST OFFICE AT PINEVILLE, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY
 BX0648'165 BYPASS, IN SECTION 36, T 5 N, R 1 E, 157 FEET NORTH OF THE CENTER
 BX0648'LINE OF LOUISIANA HIGHWAY 116 LEADING EAST TO EAST TO ESLER FIELD
 BX0648'AIRPORT, 60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 1/2 FEET
 BX0648'NORTH OF A TELEPHONE POLE, 14 1/2 FEET NORTH OF A CONCRETE HIGHWAY
 BX0648'RIGHT OF WAY MARKER, 25 FEET NORTHWEST OF A FIRE HYDRANT, 1.8 FEET
 BX0648'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON TOP
 BX0648'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET
 BX0648'AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
 BX0648
 BX0648                          STATION RECOVERY (1977)
 BX0648
 BX0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0648'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0074 ***********************************************************************
 BX0074  DESIGNATION -  D 232
 BX0074  PID         -  BX0074
 BX0074  STATE/COUNTY-  LA/LA SALLE
 BX0074  USGS QUAD   -  TULLOS (1984)
 BX0074
 BX0074                         *CURRENT SURVEY CONTROL
 BX0074  ___________________________________________________________________
 BX0074* NAD 83(1986)-  31 48 46.     (N)    092 20 12.     (W)     SCALED    
 BX0074* NAVD 88     -        32.35   (+/-2cm)     106.1    (feet)  VERTCON   
 BX0074  ___________________________________________________________________
 BX0074  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0074
 BX0074  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0074
 BX0074.The horizontal coordinates were scaled from a topographic map and have
 BX0074.an estimated accuracy of +/- 6 seconds.
 BX0074
 BX0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0074.The vertical order pertains to the NGVD 29 superseded value.
 BX0074
 BX0074.The geoid height was determined by GEOID03.
 BX0074
 BX0074;                    North         East    Units  Estimated Accuracy
 BX0074;SPC LA N     -   145,570.    1,015,460.      MT  (+/- 180 meters Scaled)
 BX0074
 BX0074                          SUPERSEDED SURVEY CONTROL
 BX0074
 BX0074  NGVD 29 (??/??/??)   32.367  (m)          106.19   (f) ADJUSTED    1 2
 BX0074
 BX0074.Superseded values are not recommended for survey control.
 BX0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0074.See file dsdata.txt to determine how the superseded data were derived.
 BX0074
 BX0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR627198(NAD 83)
 BX0074_MARKER: DB = BENCH MARK DISK
 BX0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0074_SP_SET: CONCRETE FOOTING
 BX0074_STAMPING: D 232 1965
 BX0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0074
 BX0074  HISTORY     - Date     Condition        Report By
 BX0074  HISTORY     - 1965     MONUMENTED       CGS
 BX0074
 BX0074                          STATION DESCRIPTION
 BX0074
 BX0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0074'0.7 MI SW FROM TULLOS.
 BX0074'ABOUT 0.7 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0074'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 26, T 10N, R 1 E, 5 POLES
 BX0074'SOUTHWEST OF MILEPOST 557, ABOUT 58 YARDS NORTH OF THE NORTH CORNER OF
 BX0074'THE CITIES SERVICE PIPELINE COMPANY OFFICE, 148 FEET SOUTHEAST OF THE
 BX0074'SOUTHEAST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE NORTH CORNER
 BX0074'OF THE CONCRETE FOOTING OF THE NORTH LEG OF OIL WELL DERRICK PENDARVIS
 BX0074'4, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT 7 FEET ABOVE THE LEVEL OF
 BX0074'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1507 ***********************************************************************
 AU1507  DESIGNATION -  D 233
 AU1507  PID         -  AU1507
 AU1507  STATE/COUNTY-  LA/TERREBONNE
 AU1507  USGS QUAD   -  BOURG (1974)
 AU1507
 AU1507                         *CURRENT SURVEY CONTROL
 AU1507  ___________________________________________________________________
 AU1507* NAD 83(1992)-  29 31 55.20710(N)    090 36 20.61935(W)     ADJUSTED  
 AU1507* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1507  **This station is located in a subsidence area (see below).
 AU1507  ___________________________________________________________________
 AU1507  X           -     -58,715.376 (meters)                     COMP
 AU1507  Y           -  -5,553,681.088 (meters)                     COMP
 AU1507  Z           -   3,125,330.354 (meters)                     COMP
 AU1507  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU1507  ELLIP HEIGHT-         -22.82  (meters)          (02/21/02) GPS OBS
 AU1507  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AU1507  DYNAMIC HT  -           2.5   (meters)       8.    (feet)  COMP
 AU1507  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 AU1507
 AU1507  HORZ ORDER  -  FIRST
 AU1507  VERT ORDER  -  THIRD (See Below)
 AU1507  ELLP ORDER  -  FIFTH     CLASS I
 AU1507
 AU1507.The horizontal coordinates were established by GPS observations
 AU1507.and adjusted by the National Geodetic Survey in December 1998..
 AU1507
 AU1507 ** The orthometric height has not been validated since last determined
 AU1507 ** by differential leveling and should not be used for control purposes.
 AU1507 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1507 ** area with valid NAVD 88 orthometric heights.
 AU1507 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1507 ** epoch indicated which incorporates improved geoid heights for the
 AU1507 ** Southern Louisiana Subsidence area.
 AU1507 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1507.The orthometric height was scaled from a topographic map.
 AU1507.The vertical order pertains to the first NAVD 88 superseded value.
 AU1507
 AU1507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1507
 AU1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1507
 AU1507.The ellipsoidal height was determined by GPS observations
 AU1507.and is referenced to NAD 83.
 AU1507
 AU1507.The geoid height was determined by GEOID03.
 AU1507
 AU1507.The dynamic height is computed by dividing the NAVD 88
 AU1507.geopotential number by the normal gravity value computed on the
 AU1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1507.degrees latitude (g = 980.6199 gals.).
 AU1507
 AU1507.The modeled gravity was interpolated from observed gravity values.
 AU1507
 AU1507;                    North         East     Units Scale Factor Converg.
 AU1507;SPC LA S     -   114,616.720 1,070,527.667   MT  0.99995900   +0 21 49.7
 AU1507;SPC LA S     -   376,038.36  3,512,222.85   sFT  0.99995900   +0 21 49.7
 AU1507;UTM  15      - 3,269,319.771   732,032.806   MT  1.00026436   +1 10 50.5
 AU1507
 AU1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1507!SPC LA S     -   1.00000358  x   0.99995900  =   0.99996258
 AU1507!UTM  15      -   1.00000358  x   1.00026436  =   1.00026795
 AU1507
 AU1507                          SUPERSEDED SURVEY CONTROL
 AU1507
 AU1507  ELLIP H (12/17/98)  -22.78   (m)                       GP(       ) 4 2
 AU1507  NAVD 88 (12/17/98)    2.45   (m)            8.0    (f) LEVELING    3  
 AU1507  NGVD 29 (??/??/??)    2.342  (m)            7.68   (f) ADJUSTED    1 2
 AU1507
 AU1507.Superseded values are not recommended for survey control.
 AU1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1507.See file dsdata.txt to determine how the superseded data were derived.
 AU1507
 AU1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3203369320(NAD 83)
 AU1507_MARKER: DB = BENCH MARK DISK
 AU1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1507_SP_SET: CONCRETE POST
 AU1507_STAMPING: D 233 1965
 AU1507_MARK LOGO: CGS   
 AU1507_PROJECTION: FLUSH
 AU1507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1507+STABILITY: SURFACE MOTION
 AU1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1507+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1507
 AU1507  HISTORY     - Date     Condition        Report By
 AU1507  HISTORY     - 1965     MONUMENTED       CGS
 AU1507  HISTORY     - 1966     GOOD             CGS
 AU1507  HISTORY     - 19930608 GOOD             LADTD
 AU1507  HISTORY     - 19950103 GOOD             MPHI
 AU1507
 AU1507                          STATION DESCRIPTION
 AU1507
 AU1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1507'6.3 MI NW FROM CHAUVIN.
 AU1507'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH CHURCH
 AU1507'AT CHAUVIN, IN SECTION 45, T 18 S, R 18 E, 64 FEET NORTHWEST OF THE
 AU1507'EXTENDED CENTER LINE OF AN ASPHALT ROAD WHICH CROSSES OVER BAYOU PETIT
 AU1507'CAILLOU, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET
 AU1507'NORTHWEST OF THE CENTER LINE OF A CONCRETE DRIVEWAY LEADING INTO THE
 AU1507'WALTER J. DUPLANTIS HOME, 22 FEET SOUTHWEST OF A 40-INCH OAK TREE, 1.4
 AU1507'FEET NORTHEAST OF A STEEL MESH FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF
 AU1507'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 AU1507'INCHES.
 AU1507
 AU1507                          STATION RECOVERY (1993)
 AU1507
 AU1507'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1507'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF HOUMA AND
 AU1507'6.1 MI (9.8 KM) NORTHEAST FROM CHAUVIN.  OWNERSHIP--LOUISIANA
 AU1507'DEPARTMENT OF TRANSPORTAITON AND DEVELOPMENT.  TO REACH THE STATION
 AU1507'FROM THE ST. JOSEPH CHURCH IN CHAUVIN GO NORTH FOR 6.1 MI (9.8 KM)
 AU1507'ON STATE HIGHWAY 56 TO THE STATION ON THE LEFT AND IN FRONT OF THE
 AU1507'HEBERT J. GUILLOT RESIDENCE.  THE STATION IS 34.5 FT (10.5 M)
 AU1507'SOUTH-SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 23.0 FT (7.0 M)
 AU1507'WEST-NORTHWEST FROM THE CENTER OF A CONCRETE DRIVE LEADING TO A THREE
 AU1507'CAR GARAGE, 1.5 FT (0.5 M) NORTH-NORTHEAST FROM A CHAIN LINK FENCE,
 AU1507'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M)
 AU1507'ABOVE THE LEVEL OF THE HIGHWAY.
 AU1507
 AU1507                          STATION RECOVERY (1995)
 AU1507
 AU1507'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1507'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0359 ***********************************************************************
 CQ0359  DESIGNATION -  D 234
 CQ0359  PID         -  CQ0359
 CQ0359  STATE/COUNTY-  LA/CALDWELL
 CQ0359  USGS QUAD   -  COLUMBIA (1989)
 CQ0359
 CQ0359                         *CURRENT SURVEY CONTROL
 CQ0359  ___________________________________________________________________
 CQ0359* NAD 83(1986)-  32 02 34.     (N)    092 06 59.     (W)     SCALED    
 CQ0359* NAVD 88     -        45.51   (+/-2cm)     149.3    (feet)  VERTCON   
 CQ0359  ___________________________________________________________________
 CQ0359  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CQ0359
 CQ0359  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0359
 CQ0359.The horizontal coordinates were scaled from a topographic map and have
 CQ0359.an estimated accuracy of +/- 6 seconds.
 CQ0359
 CQ0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0359.The vertical order pertains to the NGVD 29 superseded value.
 CQ0359
 CQ0359.The geoid height was determined by GEOID03.
 CQ0359
 CQ0359;                    North         East    Units  Estimated Accuracy
 CQ0359;SPC LA N     -   171,120.    1,036,230.      MT  (+/- 180 meters Scaled)
 CQ0359
 CQ0359                          SUPERSEDED SURVEY CONTROL
 CQ0359
 CQ0359  NGVD 29 (??/??/??)   45.519  (m)          149.34   (f) ADJUSTED    1 2
 CQ0359
 CQ0359.Superseded values are not recommended for survey control.
 CQ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0359.See file dsdata.txt to determine how the superseded data were derived.
 CQ0359
 CQ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR834455(NAD 83)
 CQ0359_MARKER: DB = BENCH MARK DISK
 CQ0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0359_SP_SET: CULVERT
 CQ0359_STAMPING: D 234 1965
 CQ0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0359
 CQ0359  HISTORY     - Date     Condition        Report By
 CQ0359  HISTORY     - 1965     MONUMENTED       CGS
 CQ0359  HISTORY     - 1966     GOOD             CGS
 CQ0359
 CQ0359                          STATION DESCRIPTION
 CQ0359
 CQ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0359'0.6 MI S FROM GRAYSON.
 CQ0359'ABOUT 0.6 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0359'STATION AT GRAYSON, OR ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI
 CQ0359'PACIFIC RAILROAD FROM THE STATION AT CLARKS, IN SECTION 12, T 12 N, R
 CQ0359'3 E, ABOUT 9 POLES NORTHEAST OF MILEPOST 536, 26 FEET SOUTHEAST OF THE
 CQ0359'SOUTHEAST RAIL OF THE MAIN TRACK, 57 FEET NORTHWEST OF THE CENTER LINE
 CQ0359'OF U.S. HIGHWAY 165, SET IN THE TOP OF THE SOUTHWEST END OF THE
 CQ0359'SOUTHEAST CONCRETE HEAD WALL OF A DOUBLE-CHANNEL CONCRETE CULVERT,
 CQ0359'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ABOUT 3 1/2 FEET
 CQ0359'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2691 ***********************************************************************
 BJ2691  DESIGNATION -  D 235
 BJ2691  PID         -  BJ2691
 BJ2691  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2691  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2691
 BJ2691                         *CURRENT SURVEY CONTROL
 BJ2691  ___________________________________________________________________
 BJ2691* NAD 83(1986)-  30 47 55.     (N)    091 46 27.     (W)     SCALED    
 BJ2691* NAVD 88     -        10.44   (+/-2cm)      34.3    (feet)  VERTCON   
 BJ2691  ___________________________________________________________________
 BJ2691  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ2691
 BJ2691  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2691
 BJ2691.The horizontal coordinates were scaled from a topographic map and have
 BJ2691.an estimated accuracy of +/- 6 seconds.
 BJ2691
 BJ2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2691.The vertical order pertains to the NGVD 29 superseded value.
 BJ2691
 BJ2691.The geoid height was determined by GEOID03.
 BJ2691
 BJ2691;                    North         East    Units  Estimated Accuracy
 BJ2691;SPC LA S     -   254,880.      957,810.      MT  (+/- 180 meters Scaled)
 BJ2691
 BJ2691                          SUPERSEDED SURVEY CONTROL
 BJ2691
 BJ2691  NGVD 29 (??/??/??)   10.433  (m)           34.23   (f) ADJUSTED    1 2
 BJ2691
 BJ2691.Superseded values are not recommended for survey control.
 BJ2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2691.See file dsdata.txt to determine how the superseded data were derived.
 BJ2691
 BJ2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ172079(NAD 83)
 BJ2691_MARKER: DB = BENCH MARK DISK
 BJ2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2691_STAMPING: D 235 1966
 BJ2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2691+STABILITY: SURFACE MOTION
 BJ2691
 BJ2691  HISTORY     - Date     Condition        Report By
 BJ2691  HISTORY     - 1966     MONUMENTED       CGS
 BJ2691
 BJ2691                          STATION DESCRIPTION
 BJ2691
 BJ2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2691'9.1 MI NE FROM MELVILLE.
 BJ2691'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2691'STATION AT MELVILLE, THENCE 5.75 MILES NORTH ALONG A LEVEE AND STATE
 BJ2691'ROAD 417, THENCE 2.85 MILES NORTH ALONG A LEVEE AND A GRAVELED ROAD,
 BJ2691'ON THE LINE OF SECTIONS 18 AND 19, T 3 S, R 7 E, 64 FEET NORTHEAST OF
 BJ2691'THE NORTHEAST CORNER OF A NIGHT CLUB OWNED BY MR. MASSICOT, 184 FEET
 BJ2691'NORTHEAST OF THE CENTER LINE OF THE ROAD, 92 FEET NORTH OF A POWER
 BJ2691'POLE, 51 FEET EAST-NORTH EAST OF AN 18-INCH HACKBERRY TREE, 1.8 FEET
 BJ2691'SOUTHWEST OF A T-FENCE CORNER POST WHICH IS ON THE SECTION LINE, 1.8
 BJ2691'FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BJ2691'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0560 ***********************************************************************
 BX0560  DESIGNATION -  D 236
 BX0560  PID         -  BX0560
 BX0560  STATE/COUNTY-  LA/RAPIDES
 BX0560  USGS QUAD   -  HOLLOWAY (1994)
 BX0560
 BX0560                         *CURRENT SURVEY CONTROL
 BX0560  ___________________________________________________________________
 BX0560* NAD 83(1986)-  31 25 40.     (N)    092 10 05.     (W)     SCALED    
 BX0560* NAVD 88     -        20.84   (+/-2cm)      68.4    (feet)  VERTCON   
 BX0560  ___________________________________________________________________
 BX0560  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX0560
 BX0560  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0560
 BX0560.The horizontal coordinates were scaled from a topographic map and have
 BX0560.an estimated accuracy of +/- 6 seconds.
 BX0560
 BX0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0560.The vertical order pertains to the NGVD 29 superseded value.
 BX0560
 BX0560.The geoid height was determined by GEOID03.
 BX0560
 BX0560;                    North         East    Units  Estimated Accuracy
 BX0560;SPC LA N     -   102,920.    1,031,560.      MT  (+/- 180 meters Scaled)
 BX0560
 BX0560                          SUPERSEDED SURVEY CONTROL
 BX0560
 BX0560  NGVD 29 (??/??/??)   20.818  (m)           68.30   (f) ADJUSTED    1 2
 BX0560
 BX0560.Superseded values are not recommended for survey control.
 BX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0560.See file dsdata.txt to determine how the superseded data were derived.
 BX0560
 BX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ790773(NAD 83)
 BX0560_MARKER: DB = BENCH MARK DISK
 BX0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0560_SP_SET: CULVERT
 BX0560_STAMPING: D 236 1966
 BX0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0560
 BX0560  HISTORY     - Date     Condition        Report By
 BX0560  HISTORY     - 1966     MONUMENTED       CGS
 BX0560  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0560
 BX0560                          STATION DESCRIPTION
 BX0560
 BX0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0560'11.65 MI NE FROM LIBUSE.
 BX0560'ABOUT 11.65 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0560'OFFICE AT LIBUSE, IN SECTION 10, T 5 N, R 3 E, ABOUT 0.55 MILE
 BX0560'SOUTHWEST  OF THE RAPIDES-LA SALLE PARISH LINE, ABOUT 0.2 MILE
 BX0560'SOUTHWEST OF THE T-JUNCTION OF STATE HIGHWAY 115, 34 FEET NORTHWEST OF
 BX0560'THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 BX0560'NORTHWEST CONCRETE HEAD WALL OF A TRIPLE-CHANNELED CONCRETE CULVERT
 BX0560'WHICH WAS BUILT IN 1964, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 BX0560'HIGHWAY.
 BX0560
 BX0560                          STATION RECOVERY (1999)
 BX0560
 BX0560'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0539 ***********************************************************************
 BX0539  DESIGNATION -  D 237
 BX0539  PID         -  BX0539
 BX0539  STATE/COUNTY-  LA/LA SALLE
 BX0539  USGS QUAD   -  BUCKEYE NE (1993)
 BX0539
 BX0539                         *CURRENT SURVEY CONTROL
 BX0539  ___________________________________________________________________
 BX0539* NAD 83(1986)-  31 30 00.     (N)    092 04 02.     (W)     SCALED    
 BX0539* NAVD 88     -        15.12   (+/-2cm)      49.6    (feet)  VERTCON   
 BX0539  ___________________________________________________________________
 BX0539  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX0539
 BX0539  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0539
 BX0539.The horizontal coordinates were scaled from a topographic map and have
 BX0539.an estimated accuracy of +/- 6 seconds.
 BX0539
 BX0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0539.The vertical order pertains to the NGVD 29 superseded value.
 BX0539
 BX0539.The geoid height was determined by GEOID03.
 BX0539
 BX0539;                    North         East    Units  Estimated Accuracy
 BX0539;SPC LA N     -   110,960.    1,041,110.      MT  (+/- 180 meters Scaled)
 BX0539
 BX0539                          SUPERSEDED SURVEY CONTROL
 BX0539
 BX0539  NGVD 29 (??/??/??)   15.103  (m)           49.55   (f) ADJUSTED    1 2
 BX0539
 BX0539.Superseded values are not recommended for survey control.
 BX0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0539.See file dsdata.txt to determine how the superseded data were derived.
 BX0539
 BX0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ885853(NAD 83)
 BX0539_MARKER: DB = BENCH MARK DISK
 BX0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0539_SP_SET: 115 FEET
 BX0539_STAMPING: D 237 1966
 BX0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0539
 BX0539  HISTORY     - Date     Condition        Report By
 BX0539  HISTORY     - 1966     MONUMENTED       CGS
 BX0539  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0539
 BX0539                          STATION DESCRIPTION
 BX0539
 BX0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0539'18.3 MI SW FROM JONESVILLE.
 BX0539'ABOUT 0.45 MILES SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END
 BX0539'OF THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE,
 BX0539'THENCE 7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY,
 BX0539'THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY 84, THENCE 7.7 MILES
 BX0539'SOUTHWEST ALONG STATE HIGHWAY 28, OR ABOUT 19.55 MILES NORTHEAST ALONG
 BX0539'STATE HIGHWAY 28 FROM THE POST OFFICE AT LIBUSE, IN SECTION 30, T 6 N,
 BX0539'R 4 E, 88 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 107
 BX0539'FEET SOUTHWEST OF A POWER POLE, 10 FEET NORTHEAST OF THE CENTER OF A
 BX0539'GATE, 1 1/2 FEET NORTHWEST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL
 BX0539'WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON
 BX0539'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 BX0539'115 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 7
 BX0539'INCHES.
 BX0539
 BX0539                          STATION RECOVERY (1981)
 BX0539
 BX0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1052 ***********************************************************************
 BX1052  DESIGNATION -  D 238
 BX1052  PID         -  BX1052
 BX1052  STATE/COUNTY-  LA/RAPIDES
 BX1052  USGS QUAD   -  RAPIDES (1992)
 BX1052
 BX1052                         *CURRENT SURVEY CONTROL
 BX1052  ___________________________________________________________________
 BX1052* NAD 83(1986)-  31 19 26.     (N)    092 32 36.     (W)     SCALED    
 BX1052* NAVD 88     -        25.23   (+/-2cm)      82.8    (feet)  VERTCON   
 BX1052  ___________________________________________________________________
 BX1052  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX1052
 BX1052  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1052
 BX1052.This mark is at Alexandra Intl Airport (AEX)
 BX1052
 BX1052.The horizontal coordinates were scaled from a topographic map and have
 BX1052.an estimated accuracy of +/- 6 seconds.
 BX1052
 BX1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1052.The vertical order pertains to the NGVD 29 superseded value.
 BX1052
 BX1052.The geoid height was determined by GEOID03.
 BX1052
 BX1052;                    North         East    Units  Estimated Accuracy
 BX1052;SPC LA N     -    91,350.      995,880.      MT  (+/- 180 meters Scaled)
 BX1052
 BX1052                          SUPERSEDED SURVEY CONTROL
 BX1052
 BX1052  NGVD 29 (??/??/??)   25.224  (m)           82.76   (f) ADJUSTED    1 2
 BX1052
 BX1052.Superseded values are not recommended for survey control.
 BX1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1052.See file dsdata.txt to determine how the superseded data were derived.
 BX1052
 BX1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ434655(NAD 83)
 BX1052_MARKER: DB = BENCH MARK DISK
 BX1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1052_SP_SET: CATCH BASIN
 BX1052_STAMPING: C 238 1956
 BX1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1052
 BX1052  HISTORY     - Date     Condition        Report By
 BX1052  HISTORY     - 1966     MONUMENTED       CGS
 BX1052  HISTORY     - 1977     GOOD             DOD
 BX1052  HISTORY     - 1977     GOOD             NGS
 BX1052  HISTORY     - 1983     GOOD             DMA
 BX1052  HISTORY     - 19990424 GOOD             USPSQD
 BX1052
 BX1052                          STATION DESCRIPTION
 BX1052
 BX1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX1052'8.15 MI NW FROM ALEXANDRIA.
 BX1052'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1052'ALEXANDRIA, THENCE 5.15 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1052'RAILROAD, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 498 TO THE MAIN
 BX1052'AND NORTHEAST ENTRANCE TO THE ENGLAND AIR FORCE BASE, THENCE 0.75 MILE
 BX1052'SOUTHWEST ALONG THUNDERBIRD DRIVE, THENCE 0.6 MILE WEST ALONG BILLY
 BX1052'MITCHELL BOULEVARD, ABOUT IN THE CENTER OF A SMALL TRIANGULAR PLOT OF
 BX1052'GROUND, 65 FEET EAST OF THE NORTHEAST CORNER OF THE BASE OPERATIONS
 BX1052'BUILDING P-107 AND THE CONTROL TOWER, 25 FEET SOUTHWEST OF THE CENTER
 BX1052'LINE OF THE BOULEVARD, 31 1/2 FEET NORTH OF THE NORTH CURB OF A
 BX1052'CONCRETE PARKING AREA AT THE EAST SIDE OF THE BUILDING, SET IN THE TOP
 BX1052'OF THE SOUTHEAST EDGE OF A 6 BY 8-FOOT CONCRETE CATCH BASIN WITH 4
 BX1052'STEEL GRATES, AND ABOUT 1.0 FOOT BELOW LEVEL OF THE BOULEVARD.
 BX1052
 BX1052                          STATION RECOVERY (1977)
 BX1052
 BX1052'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 BX1052'RECOVERED IN GOOD CONDITION.
 BX1052
 BX1052                          STATION RECOVERY (1977)
 BX1052
 BX1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1052'RECOVERED IN GOOD CONDITION.
 BX1052
 BX1052                          STATION RECOVERY (1983)
 BX1052
 BX1052'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 BX1052'CHANGE, 0.45 MILE TO READ 0.8 MILE, CHANGE, THE TEXAS AND PACIFIC
 BX1052'RAILROAD TO READ STATE ROUTE 1, CHANGE, THUNDERBIRD TO READ OLIVER.
 BX1052
 BX1052                          STATION RECOVERY (1999)
 BX1052
 BX1052'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2226 ***********************************************************************
 BX2226  DESIGNATION -  D 239
 BX2226  PID         -  BX2226
 BX2226  STATE/COUNTY-  LA/AVOYELLES
 BX2226  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2226
 BX2226                         *CURRENT SURVEY CONTROL
 BX2226  ___________________________________________________________________
 BX2226* NAD 83(1986)-  31 03 05.     (N)    092 00 54.     (W)     SCALED    
 BX2226* NAVD 88     -        14.187  (meters)      46.55   (feet)  ADJUSTED  
 BX2226  ___________________________________________________________________
 BX2226  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX2226  DYNAMIC HT  -          14.169 (meters)      46.49  (feet)  COMP
 BX2226  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 BX2226
 BX2226  VERT ORDER  -  FIRST     CLASS I
 BX2226
 BX2226.The horizontal coordinates were scaled from a topographic map and have
 BX2226.an estimated accuracy of +/- 6 seconds.
 BX2226
 BX2226.The orthometric height was determined by differential leveling
 BX2226.and adjusted by the National Geodetic Survey in February 1994..
 BX2226
 BX2226.The geoid height was determined by GEOID03.
 BX2226
 BX2226.The dynamic height is computed by dividing the NAVD 88
 BX2226.geopotential number by the normal gravity value computed on the
 BX2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2226.degrees latitude (g = 980.6199 gals.).
 BX2226
 BX2226.The modeled gravity was interpolated from observed gravity values.
 BX2226
 BX2226;                    North         East    Units  Estimated Accuracy
 BX2226;SPC LA N     -    61,240.    1,046,300.      MT  (+/- 180 meters Scaled)
 BX2226
 BX2226                          SUPERSEDED SURVEY CONTROL
 BX2226
 BX2226  NAVD 88 (06/15/91)   14.207  (m)           46.61   (f) UNKNOWN     1 1
 BX2226  NGVD 29 (??/??/??)   14.167  (m)           46.48   (f) ADJUSTED    1 1
 BX2226
 BX2226.Superseded values are not recommended for survey control.
 BX2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2226.See file dsdata.txt to determine how the superseded data were derived.
 BX2226
 BX2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ939357(NAD 83)
 BX2226_MARKER: DB = BENCH MARK DISK
 BX2226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2226_SP_SET: HEAD WALL OF CULVERT
 BX2226_STAMPING: D 239 1966
 BX2226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2226
 BX2226  HISTORY     - Date     Condition        Report By
 BX2226  HISTORY     - 1966     MONUMENTED       CGS
 BX2226  HISTORY     - 1977     GOOD             NGS
 BX2226
 BX2226                          STATION DESCRIPTION
 BX2226
 BX2226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2226'2.3 MI SE FROM MANSURA.
 BX2226'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE POST
 BX2226'OFFICE AT MANSURA, TO THE JUNCTION OF STATE HIGHWAY 1186, THENCE
 BX2226'1.05 MILES EAST ALONG STATE HIGHWAY 1186 TO A TRIANGLE FORMED
 BX2226'BY THE JUNCTION OF A COUNTY ROAD, CONTINUE 0.3 MILE SOUTHEAST
 BX2226'ALONG STATE HIGHWAY 1186 TO THE JUNCTION OF STATE HIGHWAY 1,
 BX2226'GO 0.3 MILE SOUTH ALONG STATE HIGHWAY 1 TO MARK ON LEFT, OR
 BX2226'2.7 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2226'STATE HIGHWAYS 1 AND 107, AND 2.25 MILES WEST ALONG STATE
 BX2226'HIGHWAY 1 FROM THE JUNCTION OF STATE HIGHWAYS 451 AND 1 AT
 BX2226'MOREAUVILLE, 63 FEET NORTH OF THE CENTER LINE OF STATE
 BX2226'HIGHWAY 1, SET IN THE CENTER OF THE TOP OF THE NORTH
 BX2226'CONCRETE HEAD WALL OF A BOUBLE CHANNEL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2176 ***********************************************************************
 CP2176  DESIGNATION -  D 24
 CP2176  PID         -  CP2176
 CP2176  STATE/COUNTY-  LA/WEST CARROLL
 CP2176  USGS QUAD   -  GOODWILL (1988)
 CP2176
 CP2176                         *CURRENT SURVEY CONTROL
 CP2176  ___________________________________________________________________
 CP2176* NAD 83(1986)-  32 46 36.     (N)    091 34 07.     (W)     SCALED    
 CP2176* NAVD 88     -        28.578  (meters)      93.76   (feet)  ADJUSTED  
 CP2176  ___________________________________________________________________
 CP2176  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP2176  DYNAMIC HT  -          28.547 (meters)      93.66  (feet)  COMP
 CP2176  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 CP2176
 CP2176  VERT ORDER  -  SECOND    CLASS 0
 CP2176
 CP2176.The horizontal coordinates were scaled from a topographic map and have
 CP2176.an estimated accuracy of +/- 6 seconds.
 CP2176
 CP2176.The orthometric height was determined by differential leveling
 CP2176.and adjusted by the National Geodetic Survey in June 1991..
 CP2176
 CP2176.The geoid height was determined by GEOID03.
 CP2176
 CP2176.The dynamic height is computed by dividing the NAVD 88
 CP2176.geopotential number by the normal gravity value computed on the
 CP2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2176.degrees latitude (g = 980.6199 gals.).
 CP2176
 CP2176.The modeled gravity was interpolated from observed gravity values.
 CP2176
 CP2176;                    North         East    Units  Estimated Accuracy
 CP2176;SPC LA N     -   252,810.    1,087,260.      MT  (+/- 180 meters Scaled)
 CP2176
 CP2176                          SUPERSEDED SURVEY CONTROL
 CP2176
 CP2176  NGVD 29 (??/??/92)   28.651  (m)           94.00   (f) ADJ UNCH    2 0
 CP2176
 CP2176.Superseded values are not recommended for survey control.
 CP2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2176.See file dsdata.txt to determine how the superseded data were derived.
 CP2176
 CP2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS340274(NAD 83)
 CP2176_MARKER: DB = BENCH MARK DISK
 CP2176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2176_SP_SET: CULVERT
 CP2176_STAMPING: D-24 1935
 CP2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2176
 CP2176  HISTORY     - Date     Condition        Report By
 CP2176  HISTORY     - 1935     MONUMENTED       CGS
 CP2176  HISTORY     - 1976     GOOD             LADTD
 CP2176
 CP2176                          STATION DESCRIPTION
 CP2176
 CP2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2176'12.4 MI W FROM OAK GROVE.
 CP2176'12.4 MILES WEST OF, ALONG ST. HWY. 11, FROM HIGH SCHOOL A BRONZE
 CP2176'TABLET IN NORTH HEADWALL OF LARGE HIGHWAY CULVERT NEAR WEST END OF
 CP2176'LONG FILL THRU SWAMP.  ABOUT .3 MILE WEST OF HIGHWAY BRIDGE WITH STEEL
 CP2176'SIDERAILS.  240 FEET EAST OF CENTERLINE OF WAGON ROAD LEADING
 CP2176'NORTHEAST.  18 FEET NORTH OF CENTERLINE OF ST. HWY. 11.  2 FEET BELOW
 CP2176'LEVEL OF HIGHWAY.
 CP2176
 CP2176                          STATION RECOVERY (1976)
 CP2176
 CP2176'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CP2176'ABOUT 12.4 MI. S/WEST ALONG LA. 2 FROM OAK GROVE HIGH SCHOOL IN
 CP2176'H/WALL OF CROSS DRAIN, ABOUT 0.3 WEST OF BRIDGE. 18.6 FT. NORTH OF
 CP2176'C/L OF LA. 2. EAST OF C/L OF CONC. DRIVEWAY TO BUFORD BELL RES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0393 ***********************************************************************
 CQ0393  DESIGNATION -  D 241
 CQ0393  PID         -  CQ0393
 CQ0393  STATE/COUNTY-  LA/CALDWELL
 CQ0393  USGS QUAD   -  RIVERTON (1989)
 CQ0393
 CQ0393                         *CURRENT SURVEY CONTROL
 CQ0393  ___________________________________________________________________
 CQ0393* NAD 83(1986)-  32 07 35.     (N)    092 04 17.     (W)     SCALED    
 CQ0393* NAVD 88     -        20.20   (+/-2cm)      66.3    (feet)  VERTCON   
 CQ0393  ___________________________________________________________________
 CQ0393  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ0393
 CQ0393  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0393
 CQ0393.The horizontal coordinates were scaled from a topographic map and have
 CQ0393.an estimated accuracy of +/- 6 seconds.
 CQ0393
 CQ0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0393.The vertical order pertains to the NGVD 29 superseded value.
 CQ0393
 CQ0393.The geoid height was determined by GEOID03.
 CQ0393
 CQ0393;                    North         East    Units  Estimated Accuracy
 CQ0393;SPC LA N     -   180,410.    1,040,440.      MT  (+/- 180 meters Scaled)
 CQ0393
 CQ0393                          SUPERSEDED SURVEY CONTROL
 CQ0393
 CQ0393  NGVD 29 (??/??/??)   20.229  (m)           66.37   (f) ADJUSTED    1 2
 CQ0393
 CQ0393.Superseded values are not recommended for survey control.
 CQ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0393.See file dsdata.txt to determine how the superseded data were derived.
 CQ0393
 CQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR875548(NAD 83)
 CQ0393_MARKER: DB = BENCH MARK DISK
 CQ0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0393_SP_SET: CULVERT
 CQ0393_STAMPING: D 241 1966
 CQ0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0393
 CQ0393  HISTORY     - Date     Condition        Report By
 CQ0393  HISTORY     - 1966     MONUMENTED       CGS
 CQ0393  HISTORY     - 1990     GOOD             USPSQD
 CQ0393  HISTORY     - 1991     GOOD             USPSQD
 CQ0393
 CQ0393                          STATION DESCRIPTION
 CQ0393
 CQ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0393'1.4 MI N FROM COLUMBIA.
 CQ0393'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0393'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, 33 FEET SOUTHEAST OF
 CQ0393'THE CENTER OF THE JUNCTION OF AN ACCESS ROAD LEADING EAST TO THE
 CQ0393'COLUMBIA AIRPORT, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 CQ0393'HEADWALL OF AN 18-INCH TWIN-CHANNELED CONCRETE CULVERT, 29 FEET EAST
 CQ0393'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTER LINE OF
 CQ0393'THE ROAD LEADING EAST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 CQ0393'HIGHWAY.
 CQ0393
 CQ0393                          STATION RECOVERY (1990)
 CQ0393
 CQ0393'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0393'RECOVERED IN GOOD CONDITION.
 CQ0393
 CQ0393                          STATION RECOVERY (1991)
 CQ0393
 CQ0393'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0484 ***********************************************************************
 CQ0484  DESIGNATION -  D 242
 CQ0484  PID         -  CQ0484
 CQ0484  STATE/COUNTY-  LA/OUACHITA
 CQ0484  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0484
 CQ0484                         *CURRENT SURVEY CONTROL
 CQ0484  ___________________________________________________________________
 CQ0484* NAD 83(1986)-  32 27 17.     (N)    092 06 49.     (W)     SCALED    
 CQ0484* NAVD 88     -        24.37   (+/-2cm)      80.0    (feet)  VERTCON   
 CQ0484  ___________________________________________________________________
 CQ0484  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0484
 CQ0484  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0484
 CQ0484.The horizontal coordinates were scaled from a topographic map and have
 CQ0484.an estimated accuracy of +/- 6 seconds.
 CQ0484
 CQ0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0484.The vertical order pertains to the NGVD 29 superseded value.
 CQ0484
 CQ0484.The geoid height was determined by GEOID03.
 CQ0484
 CQ0484;                    North         East    Units  Estimated Accuracy
 CQ0484;SPC LA N     -   216,800.    1,036,330.      MT  (+/- 180 meters Scaled)
 CQ0484
 CQ0484                          SUPERSEDED SURVEY CONTROL
 CQ0484
 CQ0484  NGVD 29 (??/??/??)   24.415  (m)           80.10   (f) ADJUSTED    1 2
 CQ0484
 CQ0484.Superseded values are not recommended for survey control.
 CQ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0484.See file dsdata.txt to determine how the superseded data were derived.
 CQ0484
 CQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR833911(NAD 83)
 CQ0484_MARKER: DB = BENCH MARK DISK
 CQ0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0484_SP_SET: BUILDING
 CQ0484_STAMPING: D 242 1966
 CQ0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0484
 CQ0484  HISTORY     - Date     Condition        Report By
 CQ0484  HISTORY     - 1966     MONUMENTED       CGS
 CQ0484  HISTORY     - 1990     GOOD             USPSQD
 CQ0484  HISTORY     - 1991     GOOD             USPSQD
 CQ0484  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 CQ0484
 CQ0484                          STATION DESCRIPTION
 CQ0484
 CQ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0484'4.0 MI S FROM MONROE.
 CQ0484'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0484'STATION AT MONROE, THENCE 3.4 MILES SOUTH ALONG SOUTH GRAND STREET, IN
 CQ0484'SECTION 13, T 17 N, R 3 E, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 CQ0484'NORTHWEST STONE PILLAR OF THE ARCH OVER THE NORTHWEST ENTRANCE TO THE
 CQ0484'LOUISIANA TRAINING INSTITUTE FOR BOYS, 31 FEET NORTHEAST OF THE CENTER
 CQ0484'LINE OF THE STREET, 13 FEET NORTHWEST OF THE CENTER LINE OF AN
 CQ0484'ENTRANCE ROAD TO THE INSTITUTE, ABOUT 2 1/2 FEET ABOVE THE GROUND, AND
 CQ0484'ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 CQ0484
 CQ0484                          STATION RECOVERY (1990)
 CQ0484
 CQ0484'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0484'RECOVERED IN GOOD CONDITION.
 CQ0484
 CQ0484                          STATION RECOVERY (1991)
 CQ0484
 CQ0484'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0484'RECOVERED IN GOOD CONDITION.
 CQ0484
 CQ0484                          STATION RECOVERY (1991)
 CQ0484
 CQ0484'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0513 ***********************************************************************
 CQ0513  DESIGNATION -  D 243
 CQ0513  PID         -  CQ0513
 CQ0513  STATE/COUNTY-  LA/CALDWELL
 CQ0513  USGS QUAD   -  COLUMBIA (1989)
 CQ0513
 CQ0513                         *CURRENT SURVEY CONTROL
 CQ0513  ___________________________________________________________________
 CQ0513* NAD 83(1986)-  32 04 37.     (N)    092 01 12.     (W)     SCALED    
 CQ0513* NAVD 88     -        19.18   (+/-2cm)      62.9    (feet)  VERTCON   
 CQ0513  ___________________________________________________________________
 CQ0513  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0513
 CQ0513  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0513
 CQ0513.The horizontal coordinates were scaled from a topographic map and have
 CQ0513.an estimated accuracy of +/- 6 seconds.
 CQ0513
 CQ0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0513.The vertical order pertains to the NGVD 29 superseded value.
 CQ0513
 CQ0513.The geoid height was determined by GEOID03.
 CQ0513
 CQ0513;                    North         East    Units  Estimated Accuracy
 CQ0513;SPC LA N     -   174,940.    1,045,320.      MT  (+/- 180 meters Scaled)
 CQ0513
 CQ0513                          SUPERSEDED SURVEY CONTROL
 CQ0513
 CQ0513  NGVD 29 (??/??/??)   19.200  (m)           62.99   (f) ADJUSTED    1 2
 CQ0513
 CQ0513.Superseded values are not recommended for survey control.
 CQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0513.See file dsdata.txt to determine how the superseded data were derived.
 CQ0513
 CQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR924493(NAD 83)
 CQ0513_MARKER: DB = BENCH MARK DISK
 CQ0513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0513_SP_SET: 72 FEET
 CQ0513_STAMPING: D 243 1966
 CQ0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0513
 CQ0513  HISTORY     - Date     Condition        Report By
 CQ0513  HISTORY     - 1966     MONUMENTED       CGS
 CQ0513  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0513  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0513
 CQ0513                          STATION DESCRIPTION
 CQ0513
 CQ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0513'5.3 MI SE FROM COLUMBIA.
 CQ0513'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0513'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 4.7 MILES
 CQ0513'SOUTHEAST ALONG STATE HIGHWAY 4, IN SECTION 25, T 13 N, R 4 E, AT THE
 CQ0513'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 559, 89 FEET NORTHEAST OF
 CQ0513'THE NORTH CORNER OF A HOUSE BELONGING TO MR. C.E. MYERS, 53 FEET
 CQ0513'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 559, 16 FEET SOUTHEAST
 CQ0513'OF THE CENTER LINE OF A LANE LEADING SOUTHWEST, 38 FEET NORTHEAST OF
 CQ0513'THE NORTH CORNER OF A YARD FENCE, 0.7 FOOT SOUTHWEST OF A METAL
 CQ0513'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, A DISK ON
 CQ0513'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 CQ0513'72 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 1
 CQ0513'FOOT.
 CQ0513
 CQ0513                          STATION RECOVERY (1985)
 CQ0513
 CQ0513'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0513'MARK NOT FOUND.
 CQ0513
 CQ0513                          STATION RECOVERY (1990)
 CQ0513
 CQ0513'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1905 ***********************************************************************
 CP1905  DESIGNATION -  D 244
 CP1905  PID         -  CP1905
 CP1905  STATE/COUNTY-  LA/FRANKLIN
 CP1905  USGS QUAD   -  WINNSBORO (1983)
 CP1905
 CP1905                         *CURRENT SURVEY CONTROL
 CP1905  ___________________________________________________________________
 CP1905* NAD 83(1986)-  32 09 54.     (N)    091 41 52.     (W)     SCALED    
 CP1905* NAVD 88     -        23.26   (+/-2cm)      76.3    (feet)  VERTCON   
 CP1905  ___________________________________________________________________
 CP1905  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP1905
 CP1905  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1905
 CP1905.The horizontal coordinates were scaled from a topographic map and have
 CP1905.an estimated accuracy of +/- 6 seconds.
 CP1905
 CP1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1905.The vertical order pertains to the NGVD 29 superseded value.
 CP1905
 CP1905.The geoid height was determined by GEOID03.
 CP1905
 CP1905;                    North         East    Units  Estimated Accuracy
 CP1905;SPC LA N     -   184,890.    1,075,660.      MT  (+/- 180 meters Scaled)
 CP1905
 CP1905                          SUPERSEDED SURVEY CONTROL
 CP1905
 CP1905  NGVD 29 (??/??/92)   23.276  (m)           76.36   (f) ADJ UNCH    1 2
 CP1905
 CP1905.Superseded values are not recommended for survey control.
 CP1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1905.See file dsdata.txt to determine how the superseded data were derived.
 CP1905
 CP1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR227594(NAD 83)
 CP1905_MARKER: DB = BENCH MARK DISK
 CP1905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1905_SP_SET: CULVERT
 CP1905_STAMPING: D 244 1966
 CP1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1905
 CP1905  HISTORY     - Date     Condition        Report By
 CP1905  HISTORY     - 1966     MONUMENTED       CGS
 CP1905  HISTORY     - 1970     GOOD             NGS
 CP1905  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP1905
 CP1905                          STATION DESCRIPTION
 CP1905
 CP1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CP1905'1.0 MI E FROM WINNSBORO.
 CP1905'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1905'WINNSBORO, THENCE 0.6 MILE EAST ALONG STATE HIGHWAY 4 TO THE JUNCTION
 CP1905'OF STATE HIGHWAY 4 AND 17, 117 FEET SOUTHEAST OF THE CENTERLINE OF
 CP1905'STATE HIGHWAY 117, 34 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 AND
 CP1905'20 FEET WEST OF THE CENTER OF THE CENTER OF THE ROAD CONNECTING THE
 CP1905'TWO HIGHWAYS.  IT IS A BENCH MARK DISK SET IN A DRILL HOLE IN THE
 CP1905'CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL FOR TWO 36-INCH
 CP1905'CORRUGATED METAL CULVERTS UNDER THE CONNECTING ROAD.  IT IS ABOUT
 CP1905'LEVEL WITH THE HIGHWAYS.
 CP1905
 CP1905                          STATION RECOVERY (2005)
 CP1905
 CP1905'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1905'THIS HIGHWAY INTERSECTION IS NOW FIVE LANES WIDE DUE TO RECENT HIGHWAY
 CP1905'CONSTRUCTION, AND THE CULVERT NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1750 ***********************************************************************
 CP1750  DESIGNATION -  D 245
 CP1750  PID         -  CP1750
 CP1750  STATE/COUNTY-  LA/RICHLAND
 CP1750  USGS QUAD   -  BEE BAYOU (1987)
 CP1750
 CP1750                         *CURRENT SURVEY CONTROL
 CP1750  ___________________________________________________________________
 CP1750* NAD 83(1986)-  32 28 30.     (N)    091 43 37.     (W)     SCALED    
 CP1750* NAVD 88     -        24.815  (meters)      81.41   (feet)  ADJUSTED  
 CP1750  ___________________________________________________________________
 CP1750  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1750  DYNAMIC HT  -          24.787 (meters)      81.32  (feet)  COMP
 CP1750  MODELED GRAV-     979,519.6   (mgal)                       NAVD 88
 CP1750
 CP1750  VERT ORDER  -  FIRST     CLASS I
 CP1750
 CP1750.The horizontal coordinates were scaled from a topographic map and have
 CP1750.an estimated accuracy of +/- 6 seconds.
 CP1750
 CP1750.The orthometric height was determined by differential leveling
 CP1750.and adjusted by the National Geodetic Survey in June 1991..
 CP1750
 CP1750.The geoid height was determined by GEOID03.
 CP1750
 CP1750.The dynamic height is computed by dividing the NAVD 88
 CP1750.geopotential number by the normal gravity value computed on the
 CP1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1750.degrees latitude (g = 980.6199 gals.).
 CP1750
 CP1750.The modeled gravity was interpolated from observed gravity values.
 CP1750
 CP1750;                    North         East    Units  Estimated Accuracy
 CP1750;SPC LA N     -   219,240.    1,072,670.      MT  (+/- 180 meters Scaled)
 CP1750
 CP1750                          SUPERSEDED SURVEY CONTROL
 CP1750
 CP1750  NGVD 29 (??/??/??)   24.844  (m)           81.51   (f) ADJUSTED    1 1
 CP1750
 CP1750.Superseded values are not recommended for survey control.
 CP1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1750.See file dsdata.txt to determine how the superseded data were derived.
 CP1750
 CP1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR196938(NAD 83)
 CP1750_MARKER: DB = BENCH MARK DISK
 CP1750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1750_SP_SET: CULVERT
 CP1750_STAMPING: D 245 1966
 CP1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1750
 CP1750  HISTORY     - Date     Condition        Report By
 CP1750  HISTORY     - 1966     MONUMENTED       CGS
 CP1750  HISTORY     - 1969     GOOD             NGS
 CP1750  HISTORY     - 1991     GOOD             USPSQD
 CP1750
 CP1750                          STATION DESCRIPTION
 CP1750
 CP1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1750'1.85 MI E FROM RAYVILLE.
 CP1750'1.85 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1750'COURTHOUSE AT RAYVILLE, IN SECTION 11, T 17 N, R 7 E, 128 FEET
 CP1750'NORTHWEST OF MILEPOST 49, 82 FEET NORTH OF THE NORTH RAIL, SET IN THE
 CP1750'TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE
 CP1750'CULVERT UNDER U.S. HIGHWAY 80, 16 FEET SOUTH OF THE CENTER LINE OF THE
 CP1750'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CP1750
 CP1750                          STATION RECOVERY (1969)
 CP1750
 CP1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1750'RECOVERED IN GOOD CONDITION.
 CP1750
 CP1750                          STATION RECOVERY (1991)
 CP1750
 CP1750'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2602 ***********************************************************************
 CQ2602  DESIGNATION -  D 246 RESET 1983
 CQ2602  PID         -  CQ2602
 CQ2602  STATE/COUNTY-  LA/OUACHITA
 CQ2602  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2602
 CQ2602                         *CURRENT SURVEY CONTROL
 CQ2602  ___________________________________________________________________
 CQ2602* NAD 83(1986)-  32 24 29.     (N)    092 01 08.     (W)     SCALED    
 CQ2602* NAVD 88     -        19.888  (meters)      65.25   (feet)  ADJUSTED  
 CQ2602  ___________________________________________________________________
 CQ2602  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2602  DYNAMIC HT  -          19.866 (meters)      65.18  (feet)  COMP
 CQ2602  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 CQ2602
 CQ2602  VERT ORDER  -  SECOND    CLASS I
 CQ2602
 CQ2602.The horizontal coordinates were scaled from a topographic map and have
 CQ2602.an estimated accuracy of +/- 6 seconds.
 CQ2602
 CQ2602.The orthometric height was determined by differential leveling
 CQ2602.and adjusted by the National Geodetic Survey in May 1997..
 CQ2602
 CQ2602.The geoid height was determined by GEOID03.
 CQ2602
 CQ2602.The dynamic height is computed by dividing the NAVD 88
 CQ2602.geopotential number by the normal gravity value computed on the
 CQ2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2602.degrees latitude (g = 980.6199 gals.).
 CQ2602
 CQ2602.The modeled gravity was interpolated from observed gravity values.
 CQ2602
 CQ2602;                    North         East    Units  Estimated Accuracy
 CQ2602;SPC LA N     -   211,660.    1,045,260.      MT  (+/- 180 meters Scaled)
 CQ2602
 CQ2602                          SUPERSEDED SURVEY CONTROL
 CQ2602
 CQ2602.No superseded survey control is available for this station.
 CQ2602
 CQ2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR922860(NAD 83)
 CQ2602_MARKER: DB = BENCH MARK DISK
 CQ2602_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ2602_SP_SET: BRIDGE ABUTMENT
 CQ2602_STAMPING: D 246 RESET 1983
 CQ2602_MARK LOGO: NGS   
 CQ2602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2602
 CQ2602  HISTORY     - Date     Condition        Report By
 CQ2602  HISTORY     - 1983     MONUMENTED       LADTD
 CQ2602  HISTORY     - 1990     GOOD             USPSQD
 CQ2602  HISTORY     - 19910423 GOOD             USPSQD
 CQ2602
 CQ2602                          STATION DESCRIPTION
 CQ2602
 CQ2602'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2602'15.3 KM (9.5 MI) SE FROM MONROE.
 CQ2602'ABOUT 3.2 KM (2 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2602'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG NUTLAND
 CQ2602'ROAD, THENCE 8.7 KM (5.4 MILES) SOUTHEAST ALONG STATE HIGHWAY 15, IN
 CQ2602'SECTION 1, T 16 N, R 4 E, IN THE TOP OF THE WEST END OF THE NORTHEAST
 CQ2602'CONCRETE ABUTMENT OF A BRIDGE OVER A DRAINAGE CANAL, 4.6 METERS (15
 CQ2602'FEET) NORTHEAST OF THE CENTER OF THE HIGHWAY.  NOTE--D 246 1966 WAS
 CQ2602'NEVER TIED THE NAVD.
 CQ2602'THE MARK IS 0.30 METERS  SW FROM  BRIDGE ABUTMENT
 CQ2602'THE MARK IS 0.30 M ABOVE HIGHWAY 15.
 CQ2602
 CQ2602                          STATION RECOVERY (1990)
 CQ2602
 CQ2602'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2602'RECOVERED IN GOOD CONDITION.
 CQ2602
 CQ2602                          STATION RECOVERY (1991)
 CQ2602
 CQ2602'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1911 ***********************************************************************
 CP1911  DESIGNATION -  D 247
 CP1911  PID         -  CP1911
 CP1911  STATE/COUNTY-  LA/FRANKLIN
 CP1911  USGS QUAD   -  WINNSBORO (1983)
 CP1911
 CP1911                         *CURRENT SURVEY CONTROL
 CP1911  ___________________________________________________________________
 CP1911* NAD 83(1986)-  32 08 46.     (N)    091 38 00.     (W)     SCALED    
 CP1911* NAVD 88     -        24.35   (+/-2cm)      79.9    (feet)  VERTCON   
 CP1911  ___________________________________________________________________
 CP1911  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1911
 CP1911  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1911
 CP1911.The horizontal coordinates were scaled from a topographic map and have
 CP1911.an estimated accuracy of +/- 6 seconds.
 CP1911
 CP1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1911.The vertical order pertains to the NGVD 29 superseded value.
 CP1911
 CP1911.The geoid height was determined by GEOID03.
 CP1911
 CP1911;                    North         East    Units  Estimated Accuracy
 CP1911;SPC LA N     -   182,840.    1,081,760.      MT  (+/- 180 meters Scaled)
 CP1911
 CP1911                          SUPERSEDED SURVEY CONTROL
 CP1911
 CP1911  NGVD 29 (??/??/92)   24.370  (m)           79.95   (f) ADJ UNCH    1 2
 CP1911
 CP1911.Superseded values are not recommended for survey control.
 CP1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1911.See file dsdata.txt to determine how the superseded data were derived.
 CP1911
 CP1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR288574(NAD 83)
 CP1911_MARKER: DB = BENCH MARK DISK
 CP1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1911_STAMPING: D 247 1966
 CP1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1911+STABILITY: SURFACE MOTION
 CP1911
 CP1911  HISTORY     - Date     Condition        Report By
 CP1911  HISTORY     - 1966     MONUMENTED       CGS
 CP1911
 CP1911                          STATION DESCRIPTION
 CP1911
 CP1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1911'5.05 MI E FROM WINNSBORO.
 CP1911'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1911'WINNSBORO, THENCE 4.65 MILES EAST ALONG STATE HIGHWAY 4, IN SECTION 3,
 CP1911'T 13 R 8 E, 41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 52 FEET
 CP1911'EAST OF A LIGHT POLE BEARING A YARD LIGHT, 33 FEET SOUTHEAST OF THE
 CP1911'SOUTH END OF AN 18-INCH CORRUGATED METAL CULVERT, 2 FEET NORTH OF A
 CP1911'FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 CP1911'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CP1911'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1459 ***********************************************************************
 BW1459  DESIGNATION -  D 248
 BW1459  PID         -  BW1459
 BW1459  STATE/COUNTY-  LA/CATAHOULA
 BW1459  USGS QUAD   -  FOULES (1983)
 BW1459
 BW1459                         *CURRENT SURVEY CONTROL
 BW1459  ___________________________________________________________________
 BW1459* NAD 83(1986)-  31 46 18.     (N)    091 34 05.     (W)     SCALED    
 BW1459* NAVD 88     -        19.14   (+/-2cm)      62.8    (feet)  VERTCON   
 BW1459  ___________________________________________________________________
 BW1459  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1459
 BW1459  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1459
 BW1459.The horizontal coordinates were scaled from a topographic map and have
 BW1459.an estimated accuracy of +/- 6 seconds.
 BW1459
 BW1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1459.The vertical order pertains to the NGVD 29 superseded value.
 BW1459
 BW1459.The geoid height was determined by GEOID03.
 BW1459
 BW1459;                    North         East    Units  Estimated Accuracy
 BW1459;SPC LA N     -   141,380.    1,088,270.      MT  (+/- 180 meters Scaled)
 BW1459
 BW1459                          SUPERSEDED SURVEY CONTROL
 BW1459
 BW1459  NGVD 29 (??/??/92)   19.147  (m)           62.82   (f) ADJ UNCH    1 2
 BW1459
 BW1459.Superseded values are not recommended for survey control.
 BW1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1459.See file dsdata.txt to determine how the superseded data were derived.
 BW1459
 BW1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR355160(NAD 83)
 BW1459_MARKER: DB = BENCH MARK DISK
 BW1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1459_STAMPING: D 248 1966
 BW1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1459+STABILITY: SURFACE MOTION
 BW1459
 BW1459  HISTORY     - Date     Condition        Report By
 BW1459  HISTORY     - 1966     MONUMENTED       CGS
 BW1459
 BW1459                          STATION DESCRIPTION
 BW1459
 BW1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1459'4.1 MI NW FROM CLAYTON.
 BW1459'ABOUT 4.1 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE PUBLIC
 BW1459'ELEMENTARY SCHOOL AT CLAYTON, IN SECTION 8, T 9 N, R 9 E, ABOUT 0.1
 BW1459'MILE NORTHWEST OF THE JUNCTION OF A PRIVATE GRAVELED ROAD LEADING
 BW1459'SOUTHWEST, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43
 BW1459'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD,
 BW1459'9 FEET SOUTHEAST OF A TELEPHONE POLE, 1.4 FEET NORTHWEST OF A METAL
 BW1459'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BW1459'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1083 ***********************************************************************
 CP1083  DESIGNATION -  D 25
 CP1083  PID         -  CP1083
 CP1083  STATE/COUNTY-  LA/WEST CARROLL
 CP1083  USGS QUAD   -  KILBOURNE (1988)
 CP1083
 CP1083                         *CURRENT SURVEY CONTROL
 CP1083  ___________________________________________________________________
 CP1083* NAD 83(1986)-  32 55 45.     (N)    091 20 56.     (W)     SCALED    
 CP1083* NAVD 88     -        34.411  (meters)     112.90   (feet)  ADJUSTED  
 CP1083  ___________________________________________________________________
 CP1083  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1083  DYNAMIC HT  -          34.374 (meters)     112.78  (feet)  COMP
 CP1083  MODELED GRAV-     979,556.6   (mgal)                       NAVD 88
 CP1083
 CP1083  VERT ORDER  -  SECOND    CLASS 0
 CP1083
 CP1083.The horizontal coordinates were scaled from a topographic map and have
 CP1083.an estimated accuracy of +/- 6 seconds.
 CP1083
 CP1083.The orthometric height was determined by differential leveling
 CP1083.and adjusted by the National Geodetic Survey in June 1991..
 CP1083
 CP1083.The geoid height was determined by GEOID03.
 CP1083
 CP1083.The dynamic height is computed by dividing the NAVD 88
 CP1083.geopotential number by the normal gravity value computed on the
 CP1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1083.degrees latitude (g = 980.6199 gals.).
 CP1083
 CP1083.The modeled gravity was interpolated from observed gravity values.
 CP1083
 CP1083;                    North         East    Units  Estimated Accuracy
 CP1083;SPC LA N     -   269,920.    1,107,670.      MT  (+/- 180 meters Scaled)
 CP1083
 CP1083                          SUPERSEDED SURVEY CONTROL
 CP1083
 CP1083  NGVD 29 (??/??/92)   34.484  (m)          113.14   (f) ADJ UNCH    2 0
 CP1083
 CP1083.Superseded values are not recommended for survey control.
 CP1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1083.See file dsdata.txt to determine how the superseded data were derived.
 CP1083
 CP1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS543446(NAD 83)
 CP1083_MARKER: DB = BENCH MARK DISK
 CP1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1083_STAMPING: D-25 1935
 CP1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1083+STABILITY: SURFACE MOTION
 CP1083
 CP1083  HISTORY     - Date     Condition        Report By
 CP1083  HISTORY     - 1935     MONUMENTED       CGS
 CP1083  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1083
 CP1083                          STATION DESCRIPTION
 CP1083
 CP1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1083'IN TERRY.
 CP1083'5.2 MI NO. OF OAK GROVE.  90 FEET NORTHWEST OF 2ND TELEGRAPH POLE
 CP1083'NORTH OF M.P.460-10.  63.7 FEET WEST OF CENTERLINE OF MISSOURI PACIFIC
 CP1083'R.R. MAIN LINE TRACK.  24.4 FEET SOUTH OF SOUTHEAST CORNER OF H.G.
 CP1083'WACTOR STORE.  23.4 FEET SOUTHWEST OF OAK TREE 4 FT. IN DIAMETER AT
 CP1083'BASE.  13.3 FEET SOUTH OF CENTERLINE OF GATEWAY FOR WALK TO WACTOR
 CP1083'RESIDENCE ADJOINING STORE.  3.8 FEET NORTH OF SOUTHEAST YARD FENCE
 CP1083'CORNER.  1 FT. EAST OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 CP1083
 CP1083                          STATION RECOVERY (1982)
 CP1083
 CP1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1793 ***********************************************************************
 BX1793  DESIGNATION -  D 25 1 USE RESET 1972
 BX1793  PID         -  BX1793
 BX1793  STATE/COUNTY-  LA/NATCHITOCHES
 BX1793  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1793
 BX1793                         *CURRENT SURVEY CONTROL
 BX1793  ___________________________________________________________________
 BX1793* NAD 83(1986)-  31 48 56.     (N)    093 05 03.     (W)     SCALED    
 BX1793* NAVD 88     -        40.455  (meters)     132.73   (feet)  ADJUSTED  
 BX1793  ___________________________________________________________________
 BX1793  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1793  DYNAMIC HT  -          40.407 (meters)     132.57  (feet)  COMP
 BX1793  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 BX1793
 BX1793  VERT ORDER  -  FIRST     CLASS I
 BX1793
 BX1793.The horizontal coordinates were scaled from a topographic map and have
 BX1793.an estimated accuracy of +/- 6 seconds.
 BX1793
 BX1793.The orthometric height was determined by differential leveling
 BX1793.and adjusted by the National Geodetic Survey in February 1994..
 BX1793
 BX1793.The geoid height was determined by GEOID03.
 BX1793
 BX1793.The dynamic height is computed by dividing the NAVD 88
 BX1793.geopotential number by the normal gravity value computed on the
 BX1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1793.degrees latitude (g = 980.6199 gals.).
 BX1793
 BX1793.The modeled gravity was interpolated from observed gravity values.
 BX1793
 BX1793;                    North         East    Units  Estimated Accuracy
 BX1793;SPC LA N     -   146,010.      944,700.      MT  (+/- 180 meters Scaled)
 BX1793
 BX1793                          SUPERSEDED SURVEY CONTROL
 BX1793
 BX1793  NAVD 88 (06/15/91)   40.454  (m)          132.72   (f) UNKNOWN     1 1
 BX1793  NGVD 29 (??/??/??)   40.500  (m)          132.87   (f) ADJUSTED    1 1
 BX1793
 BX1793.Superseded values are not recommended for survey control.
 BX1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1793.See file dsdata.txt to determine how the superseded data were derived.
 BX1793
 BX1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR920199(NAD 83)
 BX1793_MARKER: DB = BENCH MARK DISK
 BX1793_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX1793+WITH SETTING: INTO GROUND
 BX1793_STAMPING: D-25-1 RESET 1972
 BX1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1793+STABILITY: SURFACE MOTION
 BX1793
 BX1793  HISTORY     - Date     Condition        Report By
 BX1793  HISTORY     - 1972     MONUMENTED       NGS
 BX1793  HISTORY     - 1977     GOOD             NGS
 BX1793  HISTORY     - 19950506 GOOD             USPSQD
 BX1793  HISTORY     - 20010922 GOOD             USPSQD
 BX1793  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1793
 BX1793                          STATION DESCRIPTION
 BX1793
 BX1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BX1793'IN GRAND ECORE.
 BX1793'LOCATED AT GRAND ECORE NEAR THE JUNCTION OF STATE HIGHWAY 6 AND THE
 BX1793'RED RIVER, ABOUT 278 FEET EAST OF THE CENTER OF OLD STATE HIGHWAY 1,
 BX1793'ABOUT 300 FEET WEST OF THE SOUTH END OF A PIPE LINE CROSSING THE
 BX1793'RIVER, ON PROPERTY OWNED BY MR. JOHN KAY, 18 FEET SOUTH OF THE
 BX1793'SOUTHWEST CORNER OF MR. KAYS HOUSE WHICH IS A RED BRICK HOUSE, AND ON
 BX1793'THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 8 FEET WEST OF THE
 BX1793'WEST EDGE OF THE SIDE WALK 1 FOOT EAST OF THE EAST END OF A DOUBLE
 BX1793'GATE TO THE DRIVEWAY, 16 FEET NORTH OF THE CENTER OF THE STREET IN
 BX1793'FRONT OF THE HOUSE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BX1793'NATIONAL GEODETIC SURVEY BENCH MARK DISK CRIMPED ON A 3 1/2 FOOT
 BX1793'SECTION OF COPPER WELD ROD, FASTENED TO A 10-INCH STEEL PLATE, ENCASED
 BX1793'IN A 4-INCH ORANGEBURG PIPE.
 BX1793
 BX1793                          STATION RECOVERY (1977)
 BX1793
 BX1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1793'RECOVERED IN GOOD CONDITION.
 BX1793
 BX1793                          STATION RECOVERY (1995)
 BX1793
 BX1793'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1793'RECOVERED IN GOOD CONDITION.
 BX1793
 BX1793                          STATION RECOVERY (2001)
 BX1793
 BX1793'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1793'RECOVERED IN GOOD CONDITION.
 BX1793
 BX1793                          STATION RECOVERY (2006)
 BX1793
 BX1793'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1793'CURRENT OWNER CONFIRMED THE PROPERTY ONCE OWNED BY MR KAY.  SEARCHED
 BX1793'AREA WITH METAL DETECTOR.  OWNER INDICATED THAT HE HAD PAID FOR A
 BX1793'SURVEY TEAM SEVERAL YEARS AGO WHO WERE NOT ABLE TO FIND THIS MARK.
 BX1793'THERE IS NO WITNESS POST.  THE OWNER IS NOT ABLE TO OBTAIN A RELIABLE
 BX1793'SURVEY AS A RESULT AND IS REQUESTING THAT THIS MARK BE RESET.  OWNER
 BX1793'IS JIM DAVIS AT 141 GRANITE CORE SPUR ROAD, ZIP 71451. PHONE
 BX1793'318-352-4361
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1767 ***********************************************************************
 BX1767  DESIGNATION -  D 25 10 BOLT
 BX1767  PID         -  BX1767
 BX1767  STATE/COUNTY-  LA/NATCHITOCHES
 BX1767  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1767
 BX1767                         *CURRENT SURVEY CONTROL
 BX1767  ___________________________________________________________________
 BX1767* NAD 83(1986)-  31 52 56.     (N)    093 10 31.     (W)     SCALED    
 BX1767* NAVD 88     -        36.67   (+/-2cm)     120.3    (feet)  VERTCON   
 BX1767  ___________________________________________________________________
 BX1767  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1767
 BX1767  VERT ORDER  -  ? (See Below)
 BX1767
 BX1767.The horizontal coordinates were scaled from a topographic map and have
 BX1767.an estimated accuracy of +/- 6 seconds.
 BX1767
 BX1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1767.The vertical order pertains to the NGVD 29 superseded value.
 BX1767
 BX1767.The geoid height was determined by GEOID03.
 BX1767
 BX1767;                    North         East    Units  Estimated Accuracy
 BX1767;SPC LA N     -   153,450.      936,120.      MT  (+/- 180 meters Scaled)
 BX1767
 BX1767                          SUPERSEDED SURVEY CONTROL
 BX1767
 BX1767  NGVD 29 (??/??/??)   36.720  (m)          120.47   (f) ADJUSTED    ?  
 BX1767
 BX1767.Superseded values are not recommended for survey control.
 BX1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1767.See file dsdata.txt to determine how the superseded data were derived.
 BX1767
 BX1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR834273(NAD 83)
 BX1767_MARKER: P = PIPE CAP
 BX1767_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1767_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1767
 BX1767  HISTORY     - Date     Condition        Report By
 BX1767  HISTORY     - UNK      MONUMENTED       DOD
 BX1767  HISTORY     - 1938     GOOD             CGS
 BX1767  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1767  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1767
 BX1767                          STATION DESCRIPTION
 BX1767
 BX1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1767'1.7 MI NE FROM POWHATAN.
 BX1767'1.7 MILES NORTHEAST ALONG THE OLD RIVER ROAD LEADING TO THE OLD CAMPTI
 BX1767'FERRY FROM POWHATAN, NATCHITOCHES PARISH, ON THE RIGHT BANK OF RED
 BX1767'RIVER, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHEAST
 BX1767'OF THE SOUTHEAST CORNER OF A HOUSE, AND AT THE EDGE OF THE PORCH. A
 BX1767'COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 BX1767'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1767'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1767
 BX1767                          STATION RECOVERY (1969)
 BX1767
 BX1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1767'MARK NOT FOUND.
 BX1767
 BX1767                          STATION RECOVERY (2001)
 BX1767
 BX1767'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1766 ***********************************************************************
 BX1766  DESIGNATION -  D 25 10 CAP
 BX1766  PID         -  BX1766
 BX1766  STATE/COUNTY-  LA/NATCHITOCHES
 BX1766  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1766
 BX1766                         *CURRENT SURVEY CONTROL
 BX1766  ___________________________________________________________________
 BX1766* NAD 83(1986)-  31 52 58.     (N)    093 10 31.     (W)     SCALED    
 BX1766* NAVD 88     -        37.95   (+/-2cm)     124.5    (feet)  VERTCON   
 BX1766  ___________________________________________________________________
 BX1766  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1766
 BX1766  VERT ORDER  -  ? (See Below)
 BX1766
 BX1766.The horizontal coordinates were scaled from a topographic map and have
 BX1766.an estimated accuracy of +/- 6 seconds.
 BX1766
 BX1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1766.The vertical order pertains to the NGVD 29 superseded value.
 BX1766
 BX1766.The geoid height was determined by GEOID03.
 BX1766
 BX1766;                    North         East    Units  Estimated Accuracy
 BX1766;SPC LA N     -   153,510.      936,120.      MT  (+/- 180 meters Scaled)
 BX1766
 BX1766                          SUPERSEDED SURVEY CONTROL
 BX1766
 BX1766  NGVD 29 (??/??/??)   37.997  (m)          124.66   (f) ADJUSTED    ?  
 BX1766
 BX1766.Superseded values are not recommended for survey control.
 BX1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1766.See file dsdata.txt to determine how the superseded data were derived.
 BX1766
 BX1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR834274(NAD 83)
 BX1766_MARKER: P = PIPE CAP
 BX1766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1766_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1766
 BX1766  HISTORY     - Date     Condition        Report By
 BX1766  HISTORY     - UNK      MONUMENTED       DOD
 BX1766  HISTORY     - 1938     GOOD             CGS
 BX1766  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1766  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1766
 BX1766                          STATION DESCRIPTION
 BX1766
 BX1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1766'1.7 MI NE FROM POWHATAN.
 BX1766'1.7 MILES NORTHEAST ALONG THE OLD RIVER ROAD LEADING TO THE OLD CAMPTI
 BX1766'FERRY FROM POWHATAN, NATCHITOCHES PARISH, ON THE RIGHT BANK OF RED
 BX1766'RIVER, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHEAST
 BX1766'OF THE SOUTHEAST CORNER OF A HOUSE, AND AT THE EDGE OF THE PORCH. AN
 BX1766'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1766
 BX1766                          STATION RECOVERY (1969)
 BX1766
 BX1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1766'MARK NOT FOUND.
 BX1766
 BX1766                          STATION RECOVERY (2001)
 BX1766
 BX1766'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1782 ***********************************************************************
 BX1782  DESIGNATION -  D 25 2 BOLT
 BX1782  PID         -  BX1782
 BX1782  STATE/COUNTY-  LA/NATCHITOCHES
 BX1782  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1782
 BX1782                         *CURRENT SURVEY CONTROL
 BX1782  ___________________________________________________________________
 BX1782* NAD 83(1986)-  31 50 18.     (N)    093 04 28.     (W)     SCALED    
 BX1782* NAVD 88     -        35.89   (+/-2cm)     117.7    (feet)  VERTCON   
 BX1782  ___________________________________________________________________
 BX1782  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1782
 BX1782  VERT ORDER  -  ? (See Below)
 BX1782
 BX1782.The horizontal coordinates were scaled from a topographic map and have
 BX1782.an estimated accuracy of +/- 6 seconds.
 BX1782
 BX1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1782.The vertical order pertains to the NGVD 29 superseded value.
 BX1782
 BX1782.The geoid height was determined by GEOID03.
 BX1782
 BX1782;                    North         East    Units  Estimated Accuracy
 BX1782;SPC LA N     -   148,530.      945,630.      MT  (+/- 180 meters Scaled)
 BX1782
 BX1782                          SUPERSEDED SURVEY CONTROL
 BX1782
 BX1782  NGVD 29 (??/??/??)   35.939  (m)          117.91   (f) ADJUSTED    ?  
 BX1782
 BX1782.Superseded values are not recommended for survey control.
 BX1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1782.See file dsdata.txt to determine how the superseded data were derived.
 BX1782
 BX1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR929225(NAD 83)
 BX1782_MARKER: P = PIPE CAP
 BX1782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1782
 BX1782  HISTORY     - Date     Condition        Report By
 BX1782  HISTORY     - UNK      MONUMENTED       DOD
 BX1782  HISTORY     - 1938     GOOD             CGS
 BX1782  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1782
 BX1782                          STATION DESCRIPTION
 BX1782
 BX1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1782'1.5 MI N FROM GRAND ECORE.
 BX1782'1.5 MILES NORTH ALONG A ROAD FROM THE NORTH END OF A BRIDGE OVER RED
 BX1782'RIVER AT GRAND ECORE, NATCHITOCHES PARISH, ON THE LEFT BANK OF THE
 BX1782'RIVER, 125 FEET EAST OF THE TOP BANK, ON THE TOP BANK OF A BAYOU, 57
 BX1782'FEET WEST OF THE CENTERLINE OF THE ROAD, 28 FEET WEST OF A FENCE, AND
 BX1782'18 FEET NORTHEAST OF A 16-INCH PECAN TREE.  A COPPER BOLT, SET IN THE
 BX1782'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BX1782'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BX1782'CAP.
 BX1782
 BX1782                          STATION RECOVERY (1969)
 BX1782
 BX1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1781 ***********************************************************************
 BX1781  DESIGNATION -  D 25 2 CAP
 BX1781  PID         -  BX1781
 BX1781  STATE/COUNTY-  LA/NATCHITOCHES
 BX1781  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1781
 BX1781                         *CURRENT SURVEY CONTROL
 BX1781  ___________________________________________________________________
 BX1781* NAD 83(1986)-  31 50 18.     (N)    093 04 28.     (W)     SCALED    
 BX1781* NAVD 88     -        37.12   (+/-2cm)     121.8    (feet)  VERTCON   
 BX1781  ___________________________________________________________________
 BX1781  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1781
 BX1781  VERT ORDER  -  ? (See Below)
 BX1781
 BX1781.The horizontal coordinates were scaled from a topographic map and have
 BX1781.an estimated accuracy of +/- 6 seconds.
 BX1781
 BX1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1781.The vertical order pertains to the NGVD 29 superseded value.
 BX1781
 BX1781.The geoid height was determined by GEOID03.
 BX1781
 BX1781;                    North         East    Units  Estimated Accuracy
 BX1781;SPC LA N     -   148,530.      945,630.      MT  (+/- 180 meters Scaled)
 BX1781
 BX1781                          SUPERSEDED SURVEY CONTROL
 BX1781
 BX1781  NGVD 29 (??/??/??)   37.165  (m)          121.93   (f) ADJUSTED    ?  
 BX1781
 BX1781.Superseded values are not recommended for survey control.
 BX1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1781.See file dsdata.txt to determine how the superseded data were derived.
 BX1781
 BX1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR929225(NAD 83)
 BX1781_MARKER: P = PIPE CAP
 BX1781_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1781_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1781
 BX1781  HISTORY     - Date     Condition        Report By
 BX1781  HISTORY     - UNK      MONUMENTED       DOD
 BX1781  HISTORY     - 1938     GOOD             CGS
 BX1781  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1781
 BX1781                          STATION DESCRIPTION
 BX1781
 BX1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1781'1.5 MI N FROM GRAND ECORE.
 BX1781'1.5 MILES NORTH ALONG A ROAD FROM THE NORTH END OF A BRIDGE OVER RED
 BX1781'RIVER AT GRAND ECORE, NATCHITOCHES PARISH, ON THE LEFT BANK OF THE
 BX1781'RIVER, 125 FEET EAST OF THE TOP BANK, ON THE TOP BANK OF A BAYOU, 57
 BX1781'FEET WEST OF THE CENTERLINE OF THE ROAD, 28 FEET WEST OF A FENCE, AND
 BX1781'18 FEET NORTHEAST OF A 16-INCH PECAN TREE.  AN IRON PIPE BEARING A
 BX1781'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1781
 BX1781                          STATION RECOVERY (1969)
 BX1781
 BX1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1779 ***********************************************************************
 BX1779  DESIGNATION -  D 25 3 BOLT
 BX1779  PID         -  BX1779
 BX1779  STATE/COUNTY-  LA/NATCHITOCHES
 BX1779  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1779
 BX1779                         *CURRENT SURVEY CONTROL
 BX1779  ___________________________________________________________________
 BX1779* NAD 83(1986)-  31 50 15.     (N)    093 04 26.     (W)     SCALED    
 BX1779* NAVD 88     -        35.97   (+/-2cm)     118.0    (feet)  VERTCON   
 BX1779  ___________________________________________________________________
 BX1779  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1779
 BX1779  VERT ORDER  -  ? (See Below)
 BX1779
 BX1779.The horizontal coordinates were scaled from a topographic map and have
 BX1779.an estimated accuracy of +/- 6 seconds.
 BX1779
 BX1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1779.The vertical order pertains to the NGVD 29 superseded value.
 BX1779
 BX1779.The geoid height was determined by GEOID03.
 BX1779
 BX1779;                    North         East    Units  Estimated Accuracy
 BX1779;SPC LA N     -   148,440.      945,680.      MT  (+/- 180 meters Scaled)
 BX1779
 BX1779                          SUPERSEDED SURVEY CONTROL
 BX1779
 BX1779  NGVD 29 (??/??/??)   36.014  (m)          118.16   (f) ADJUSTED    ?  
 BX1779
 BX1779.Superseded values are not recommended for survey control.
 BX1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1779.See file dsdata.txt to determine how the superseded data were derived.
 BX1779
 BX1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR930224(NAD 83)
 BX1779_MARKER: P = PIPE CAP
 BX1779_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1779_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1779
 BX1779  HISTORY     - Date     Condition        Report By
 BX1779  HISTORY     - UNK      MONUMENTED       DOD
 BX1779  HISTORY     - 1938     GOOD             CGS
 BX1779  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1779
 BX1779                          STATION DESCRIPTION
 BX1779
 BX1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1779'1.6 MI N FROM GRAND ECORE.
 BX1779'1.6 MILES NORTH ALONG A ROAD FROM THE NORTH END OF A BRIDGE OVER RED
 BX1779'RIVER AT GRAND ECORE, NATCHITOCHES PARISH, ON THE LEFT BANK OF THE
 BX1779'RIVER, 110 FEET EAST OF THE TOP BANK, AT THE NORTHEAST CORNER OF A
 BX1779'PASTURE FENCE, AND 25 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 BX1779'COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 BX1779'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1779'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1779
 BX1779                          STATION RECOVERY (1969)
 BX1779
 BX1779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1778 ***********************************************************************
 BX1778  DESIGNATION -  D 25 3 CAP
 BX1778  PID         -  BX1778
 BX1778  STATE/COUNTY-  LA/NATCHITOCHES
 BX1778  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1778
 BX1778                         *CURRENT SURVEY CONTROL
 BX1778  ___________________________________________________________________
 BX1778* NAD 83(1986)-  31 50 15.     (N)    093 04 26.     (W)     SCALED    
 BX1778* NAVD 88     -        37.30   (+/-2cm)     122.4    (feet)  VERTCON   
 BX1778  ___________________________________________________________________
 BX1778  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1778
 BX1778  VERT ORDER  -  ? (See Below)
 BX1778
 BX1778.The horizontal coordinates were scaled from a topographic map and have
 BX1778.an estimated accuracy of +/- 6 seconds.
 BX1778
 BX1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1778.The vertical order pertains to the NGVD 29 superseded value.
 BX1778
 BX1778.The geoid height was determined by GEOID03.
 BX1778
 BX1778;                    North         East    Units  Estimated Accuracy
 BX1778;SPC LA N     -   148,440.      945,680.      MT  (+/- 180 meters Scaled)
 BX1778
 BX1778                          SUPERSEDED SURVEY CONTROL
 BX1778
 BX1778  NGVD 29 (??/??/??)   37.342  (m)          122.51   (f) ADJUSTED    ?  
 BX1778
 BX1778.Superseded values are not recommended for survey control.
 BX1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1778.See file dsdata.txt to determine how the superseded data were derived.
 BX1778
 BX1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR930224(NAD 83)
 BX1778_MARKER: P = PIPE CAP
 BX1778_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1778_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1778
 BX1778  HISTORY     - Date     Condition        Report By
 BX1778  HISTORY     - UNK      MONUMENTED       DOD
 BX1778  HISTORY     - 1938     GOOD             CGS
 BX1778  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1778
 BX1778                          STATION DESCRIPTION
 BX1778
 BX1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1778'1.6 MI N FROM GRAND ECORE.
 BX1778'1.6 MILES NORTH ALONG A ROAD FROM THE NORTH END OF A BRIDGE OVER RED
 BX1778'RIVER AT GRAND ECORE, NATCHITOCHES PARISH, ON THE LEFT BANK OF THE
 BX1778'RIVER, 110 FEET EAST OF THE TOP BANK, AT THE NORTHEAST CORNER OF A
 BX1778'PASTURE FENCE, AND 25 FEET WEST OF THE CENTERLINE OF THE ROAD.  AN
 BX1778'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1778
 BX1778                          STATION RECOVERY (1969)
 BX1778
 BX1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1801 ***********************************************************************
 BX1801  DESIGNATION -  D 25 5 BOLT
 BX1801  PID         -  BX1801
 BX1801  STATE/COUNTY-  LA/NATCHITOCHES
 BX1801  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1801
 BX1801                         *CURRENT SURVEY CONTROL
 BX1801  ___________________________________________________________________
 BX1801* NAD 83(1986)-  31 45 57.     (N)    093 01 25.     (W)     SCALED    
 BX1801* NAVD 88     -        33.48   (+/-2cm)     109.8    (feet)  VERTCON   
 BX1801  ___________________________________________________________________
 BX1801  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1801
 BX1801  VERT ORDER  -  ? (See Below)
 BX1801
 BX1801.The horizontal coordinates were scaled from a topographic map and have
 BX1801.an estimated accuracy of +/- 6 seconds.
 BX1801
 BX1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1801.The vertical order pertains to the NGVD 29 superseded value.
 BX1801
 BX1801.The geoid height was determined by GEOID03.
 BX1801
 BX1801;                    North         East    Units  Estimated Accuracy
 BX1801;SPC LA N     -   140,470.      950,400.      MT  (+/- 180 meters Scaled)
 BX1801
 BX1801                          SUPERSEDED SURVEY CONTROL
 BX1801
 BX1801  NGVD 29 (??/??/??)   33.517  (m)          109.96   (f) ADJUSTED    ?  
 BX1801
 BX1801.Superseded values are not recommended for survey control.
 BX1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1801.See file dsdata.txt to determine how the superseded data were derived.
 BX1801
 BX1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR977144(NAD 83)
 BX1801_MARKER: P = PIPE CAP
 BX1801_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1801_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1801
 BX1801  HISTORY     - Date     Condition        Report By
 BX1801  HISTORY     - UNK      MONUMENTED       DOD
 BX1801  HISTORY     - 1938     GOOD             CGS
 BX1801  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1801
 BX1801                          STATION DESCRIPTION
 BX1801
 BX1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1801'4 MI E FROM NATCHITOCHES.
 BX1801'ABOUT 4 MILES DUE EAST OF NATCHITOCHES, NATCHITOCHES PARISH, ON THE
 BX1801'RIGHT BANK OF RED RIVER, ON THE WALLACE PLACE, AT THE WEST END OF A
 BX1801'HOUSE, 20 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 3 FEET FROM THE
 BX1801'SOUTHEAST CORNER OF A CHIMNEY.  A COPPER BOLT, SET IN THE TOP OF A
 BX1801'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BX1801'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1801
 BX1801                          STATION RECOVERY (1969)
 BX1801
 BX1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1800 ***********************************************************************
 BX1800  DESIGNATION -  D 25 5 CAP
 BX1800  PID         -  BX1800
 BX1800  STATE/COUNTY-  LA/NATCHITOCHES
 BX1800  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1800
 BX1800                         *CURRENT SURVEY CONTROL
 BX1800  ___________________________________________________________________
 BX1800* NAD 83(1986)-  31 45 58.     (N)    093 01 24.     (W)     SCALED    
 BX1800* NAVD 88     -        34.75   (+/-2cm)     114.0    (feet)  VERTCON   
 BX1800  ___________________________________________________________________
 BX1800  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1800
 BX1800  VERT ORDER  -  ? (See Below)
 BX1800
 BX1800.The horizontal coordinates were scaled from a topographic map and have
 BX1800.an estimated accuracy of +/- 6 seconds.
 BX1800
 BX1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1800.The vertical order pertains to the NGVD 29 superseded value.
 BX1800
 BX1800.The geoid height was determined by GEOID03.
 BX1800
 BX1800;                    North         East    Units  Estimated Accuracy
 BX1800;SPC LA N     -   140,500.      950,430.      MT  (+/- 180 meters Scaled)
 BX1800
 BX1800                          SUPERSEDED SURVEY CONTROL
 BX1800
 BX1800  NGVD 29 (??/??/??)   34.786  (m)          114.13   (f) ADJUSTED    ?  
 BX1800
 BX1800.Superseded values are not recommended for survey control.
 BX1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1800.See file dsdata.txt to determine how the superseded data were derived.
 BX1800
 BX1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR977145(NAD 83)
 BX1800_MARKER: P = PIPE CAP
 BX1800_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1800_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1800
 BX1800  HISTORY     - Date     Condition        Report By
 BX1800  HISTORY     - UNK      MONUMENTED       DOD
 BX1800  HISTORY     - 1938     GOOD             CGS
 BX1800  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1800
 BX1800                          STATION DESCRIPTION
 BX1800
 BX1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1800'4 MI E FROM NATCHITOCHES.
 BX1800'ABOUT 4 MILES DUE EAST OF NATCHITOCHES, NATCHITOCHES PARISH, ON THE
 BX1800'RIGHT BANK OF RED RIVER, ON THE WALLACE PLACE, AT THE WEST END OF A
 BX1800'HOUSE, 20 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 3 FEET FROM THE
 BX1800'SOUTHEAST CORNER OF A CHIMNEY.  AN IRON PIPE BEARING A CORPS OF
 BX1800'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1800
 BX1800                          STATION RECOVERY (1969)
 BX1800
 BX1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1776 ***********************************************************************
 BX1776  DESIGNATION -  D 25 8 BOLT
 BX1776  PID         -  BX1776
 BX1776  STATE/COUNTY-  LA/NATCHITOCHES
 BX1776  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1776
 BX1776                         *CURRENT SURVEY CONTROL
 BX1776  ___________________________________________________________________
 BX1776* NAD 83(1986)-  31 52 59.     (N)    093 07 54.     (W)     SCALED    
 BX1776* NAVD 88     -        37.31   (+/-2cm)     122.4    (feet)  VERTCON   
 BX1776  ___________________________________________________________________
 BX1776  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1776
 BX1776  VERT ORDER  -  ? (See Below)
 BX1776
 BX1776.The horizontal coordinates were scaled from a topographic map and have
 BX1776.an estimated accuracy of +/- 6 seconds.
 BX1776
 BX1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1776.The vertical order pertains to the NGVD 29 superseded value.
 BX1776
 BX1776.The geoid height was determined by GEOID03.
 BX1776
 BX1776;                    North         East    Units  Estimated Accuracy
 BX1776;SPC LA N     -   153,520.      940,240.      MT  (+/- 180 meters Scaled)
 BX1776
 BX1776                          SUPERSEDED SURVEY CONTROL
 BX1776
 BX1776  NGVD 29 (??/??/??)   37.360  (m)          122.57   (f) ADJUSTED    ?  
 BX1776
 BX1776.Superseded values are not recommended for survey control.
 BX1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1776.See file dsdata.txt to determine how the superseded data were derived.
 BX1776
 BX1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR875274(NAD 83)
 BX1776_MARKER: P = PIPE CAP
 BX1776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1776_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1776
 BX1776  HISTORY     - Date     Condition        Report By
 BX1776  HISTORY     - UNK      MONUMENTED       DOD
 BX1776  HISTORY     - 1938     GOOD             CGS
 BX1776  HISTORY     - 1969     GOOD             CGS
 BX1776  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1776
 BX1776                          STATION DESCRIPTION
 BX1776
 BX1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1776'5 MI E FROM POWHATAN.
 BX1776'ABOUT 5 MILES EAST ALONG A ROAD FROM POWHATAN, NATCHITOCHES PARISH, ON
 BX1776'THE RIGHT BANK OF RED RIVER OPPOSITE CAMPTI, AT THE JUNCTION OF STATE
 BX1776'HIGHWAY 604, NEAR BETHLEHEM SCHOOL, ABOUT 160 FEET NORTHEAST OF THE
 BX1776'CENTER OF THE JUNCTION, 30 FEET NORTH OF THE NORTH GATEPOST, AND 5
 BX1776'FEET SOUTHWEST OF A FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 BX1776'U.S. ARMY, STANDARD CAP.
 BX1776
 BX1776                          STATION RECOVERY (1969)
 BX1776
 BX1776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1776'RECOVERED IN GOOD CONDITION.
 BX1776
 BX1776                          STATION RECOVERY (2001)
 BX1776
 BX1776'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1775 ***********************************************************************
 BX1775  DESIGNATION -  D 25 8 CAP
 BX1775  PID         -  BX1775
 BX1775  STATE/COUNTY-  LA/NATCHITOCHES
 BX1775  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1775
 BX1775                         *CURRENT SURVEY CONTROL
 BX1775  ___________________________________________________________________
 BX1775* NAD 83(1986)-  31 52 59.     (N)    093 07 54.     (W)     SCALED    
 BX1775* NAVD 88     -        38.54   (+/-2cm)     126.4    (feet)  VERTCON   
 BX1775  ___________________________________________________________________
 BX1775  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1775
 BX1775  VERT ORDER  -  ? (See Below)
 BX1775
 BX1775.The horizontal coordinates were scaled from a topographic map and have
 BX1775.an estimated accuracy of +/- 6 seconds.
 BX1775
 BX1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1775.The vertical order pertains to the NGVD 29 superseded value.
 BX1775
 BX1775.The geoid height was determined by GEOID03.
 BX1775
 BX1775;                    North         East    Units  Estimated Accuracy
 BX1775;SPC LA N     -   153,520.      940,240.      MT  (+/- 180 meters Scaled)
 BX1775
 BX1775                          SUPERSEDED SURVEY CONTROL
 BX1775
 BX1775  NGVD 29 (??/??/??)   38.588  (m)          126.60   (f) ADJUSTED    ?  
 BX1775
 BX1775.Superseded values are not recommended for survey control.
 BX1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1775.See file dsdata.txt to determine how the superseded data were derived.
 BX1775
 BX1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR875274(NAD 83)
 BX1775_MARKER: P = PIPE CAP
 BX1775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1775_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1775
 BX1775  HISTORY     - Date     Condition        Report By
 BX1775  HISTORY     - UNK      MONUMENTED       DOD
 BX1775  HISTORY     - 1938     GOOD             CGS
 BX1775  HISTORY     - 1969     GOOD             CGS
 BX1775  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1775
 BX1775                          STATION DESCRIPTION
 BX1775
 BX1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1775'5 MI E FROM POWHATAN.
 BX1775'ABOUT 5 MILES EAST ALONG A ROAD FROM POWHATAN, NATCHITOCHES PARISH, ON
 BX1775'THE RIGHT BANK OF RED RIVER OPPOSITE CAMPTI, AT THE JUNCTION OF STATE
 BX1775'HIGHWAY 604, NEAR BETHLEHEM SCHOOL, ABOUT 160 FEET NORTHEAST OF THE
 BX1775'CENTER OF THE JUNCTION, 30 FEET NORTH OF THE NORTH GATEPOST, AND 5
 BX1775'FEET SOUTHWEST OF A FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 BX1775'U.S. ARMY, STANDARD CAP.
 BX1775
 BX1775                          STATION RECOVERY (1969)
 BX1775
 BX1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1775'RECOVERED IN GOOD CONDITION.
 BX1775
 BX1775                          STATION RECOVERY (2001)
 BX1775
 BX1775'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1773 ***********************************************************************
 BX1773  DESIGNATION -  D 25 9 BOLT
 BX1773  PID         -  BX1773
 BX1773  STATE/COUNTY-  LA/NATCHITOCHES
 BX1773  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1773
 BX1773                         *CURRENT SURVEY CONTROL
 BX1773  ___________________________________________________________________
 BX1773* NAD 83(1986)-  31 52 58.     (N)    093 08 02.     (W)     SCALED    
 BX1773* NAVD 88     -        36.84   (+/-2cm)     120.9    (feet)  VERTCON   
 BX1773  ___________________________________________________________________
 BX1773  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1773
 BX1773  VERT ORDER  -  ? (See Below)
 BX1773
 BX1773.The horizontal coordinates were scaled from a topographic map and have
 BX1773.an estimated accuracy of +/- 6 seconds.
 BX1773
 BX1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1773.The vertical order pertains to the NGVD 29 superseded value.
 BX1773
 BX1773.The geoid height was determined by GEOID03.
 BX1773
 BX1773;                    North         East    Units  Estimated Accuracy
 BX1773;SPC LA N     -   153,490.      940,030.      MT  (+/- 180 meters Scaled)
 BX1773
 BX1773                          SUPERSEDED SURVEY CONTROL
 BX1773
 BX1773  NGVD 29 (??/??/??)   36.886  (m)          121.02   (f) ADJUSTED    ?  
 BX1773
 BX1773.Superseded values are not recommended for survey control.
 BX1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1773.See file dsdata.txt to determine how the superseded data were derived.
 BX1773
 BX1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR873274(NAD 83)
 BX1773_MARKER: P = PIPE CAP
 BX1773_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1773_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1773
 BX1773  HISTORY     - Date     Condition        Report By
 BX1773  HISTORY     - UNK      MONUMENTED       DOD
 BX1773  HISTORY     - 1938     GOOD             CGS
 BX1773  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1773  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1773
 BX1773                          STATION DESCRIPTION
 BX1773
 BX1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1773'5 MI E FROM POWHATAN.
 BX1773'ABOUT 5 MILES EAST ALONG A ROAD FROM POWHATAN, NATCHITOCHES PARISH, ON
 BX1773'THE RIGHT BANK OF RED RIVER OPPOSITE CAMPTI, NEAR THE JUNCTION OF
 BX1773'STATE HIGHWAY 604, 50 FEET SOUTHEAST OF THE J.K. HUNTER MAIL BOX, 20
 BX1773'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH OF A
 BX1773'GATEPOST.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 BX1773'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1773'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1773
 BX1773                          STATION RECOVERY (1969)
 BX1773
 BX1773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1773'MARK NOT FOUND.
 BX1773
 BX1773                          STATION RECOVERY (2001)
 BX1773
 BX1773'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1772 ***********************************************************************
 BX1772  DESIGNATION -  D 25 9 CAP
 BX1772  PID         -  BX1772
 BX1772  STATE/COUNTY-  LA/NATCHITOCHES
 BX1772  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1772
 BX1772                         *CURRENT SURVEY CONTROL
 BX1772  ___________________________________________________________________
 BX1772* NAD 83(1986)-  31 52 58.     (N)    093 08 01.     (W)     SCALED    
 BX1772* NAVD 88     -        38.16   (+/-2cm)     125.2    (feet)  VERTCON   
 BX1772  ___________________________________________________________________
 BX1772  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1772
 BX1772  VERT ORDER  -  ? (See Below)
 BX1772
 BX1772.The horizontal coordinates were scaled from a topographic map and have
 BX1772.an estimated accuracy of +/- 6 seconds.
 BX1772
 BX1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1772.The vertical order pertains to the NGVD 29 superseded value.
 BX1772
 BX1772.The geoid height was determined by GEOID03.
 BX1772
 BX1772;                    North         East    Units  Estimated Accuracy
 BX1772;SPC LA N     -   153,490.      940,060.      MT  (+/- 180 meters Scaled)
 BX1772
 BX1772                          SUPERSEDED SURVEY CONTROL
 BX1772
 BX1772  NGVD 29 (??/??/??)   38.207  (m)          125.35   (f) ADJUSTED    ?  
 BX1772
 BX1772.Superseded values are not recommended for survey control.
 BX1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1772.See file dsdata.txt to determine how the superseded data were derived.
 BX1772
 BX1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR873274(NAD 83)
 BX1772_MARKER: P = PIPE CAP
 BX1772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1772_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1772
 BX1772  HISTORY     - Date     Condition        Report By
 BX1772  HISTORY     - UNK      MONUMENTED       DOD
 BX1772  HISTORY     - 1938     GOOD             CGS
 BX1772  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1772  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1772
 BX1772                          STATION DESCRIPTION
 BX1772
 BX1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1772'5 MI E FROM POWHATAN.
 BX1772'ABOUT 5 MILES EAST ALONG A ROAD FROM POWHATAN, NATCHITOCHES PARISH, ON
 BX1772'THE RIGHT BANK OF RED RIVER OPPOSITE CAMPTI, NEAR THE JUNCTION OF
 BX1772'STATE HIGHWAY 604, 50 FEET SOUTHEAST OF THE J.K. HUNTER MAIL BOX, 20
 BX1772'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH OF A
 BX1772'GATEPOST.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BX1772'STANDARD CAP.
 BX1772
 BX1772                          STATION RECOVERY (1969)
 BX1772
 BX1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1772'MARK NOT FOUND.
 BX1772
 BX1772                          STATION RECOVERY (2001)
 BX1772
 BX1772'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0060 ***********************************************************************
 BW0060  DESIGNATION -  D 250
 BW0060  PID         -  BW0060
 BW0060  STATE/COUNTY-  LA/AVOYELLES
 BW0060  USGS QUAD   -  MOREAUVILLE (1996)
 BW0060
 BW0060                         *CURRENT SURVEY CONTROL
 BW0060  ___________________________________________________________________
 BW0060* NAD 83(1986)-  31 01 32.     (N)    091 55 52.     (W)     SCALED    
 BW0060* NAVD 88     -        14.977  (meters)      49.14   (feet)  ADJUSTED  
 BW0060  ___________________________________________________________________
 BW0060  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0060  DYNAMIC HT  -          14.958 (meters)      49.07  (feet)  COMP
 BW0060  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 BW0060
 BW0060  VERT ORDER  -  FIRST     CLASS I
 BW0060
 BW0060.The horizontal coordinates were scaled from a topographic map and have
 BW0060.an estimated accuracy of +/- 6 seconds.
 BW0060
 BW0060.The orthometric height was determined by differential leveling
 BW0060.and adjusted by the National Geodetic Survey in February 1994..
 BW0060
 BW0060.The geoid height was determined by GEOID03.
 BW0060
 BW0060.The dynamic height is computed by dividing the NAVD 88
 BW0060.geopotential number by the normal gravity value computed on the
 BW0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0060.degrees latitude (g = 980.6199 gals.).
 BW0060
 BW0060.The modeled gravity was interpolated from observed gravity values.
 BW0060
 BW0060;                    North         East    Units  Estimated Accuracy
 BW0060;SPC LA N     -    58,420.    1,054,320.      MT  (+/- 180 meters Scaled)
 BW0060
 BW0060                          SUPERSEDED SURVEY CONTROL
 BW0060
 BW0060  NAVD 88 (06/15/91)   15.001  (m)           49.22   (f) UNKNOWN     1 1
 BW0060  NGVD 29 (??/??/??)   14.959  (m)           49.08   (f) ADJUSTED    1 1
 BW0060
 BW0060.Superseded values are not recommended for survey control.
 BW0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0060.See file dsdata.txt to determine how the superseded data were derived.
 BW0060
 BW0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ020329(NAD 83)
 BW0060_MARKER: DB = BENCH MARK DISK
 BW0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0060_SP_SET: 96 FT
 BW0060_STAMPING: D 250 1966
 BW0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0060
 BW0060  HISTORY     - Date     Condition        Report By
 BW0060  HISTORY     - 1966     MONUMENTED       CGS
 BW0060  HISTORY     - 1977     GOOD             NGS
 BW0060  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 BW0060
 BW0060                          STATION DESCRIPTION
 BW0060
 BW0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0060'3.15 MI E FROM MOREAUVILLE.
 BW0060'ABOUT 3.15 MILES EAST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW0060'SOUTHERN RAILROAD STATION AT MOREAUVILLE, IN SECTION 26, T 1 N, R 5 E,
 BW0060'ABOUT 0.1 MILE SOUTH OF AND ACROSS THE HIGHWAY AND RAILROAD FROM THE
 BW0060'POST OFFICE AND STORE IN THE SMALL COMMUNITY OF HAMBURG, 76 FEET
 BW0060'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 245 1/2 FEET SOUTHEAST OF
 BW0060'A POWER POLE WHICH BEARS A TRANSFORMER AND HAS A LINE THAT CROSSES
 BW0060'OVER THE HIGHWAY, 28 1/2 FEET SOUTHEAST OF THE CENTER OF THE MOST
 BW0060'NORTHWESTERLY OF 3 METAL GATES, 27 FEET NORTHWEST OF THE CENTER OF THE
 BW0060'MIDDLE METAL GATE, 1 1/2 FEET NORTHEAST OF A FENCE, 1.2 FEET SOUTH OF
 BW0060'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 BW0060'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BW0060'DEPTH OF 96 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 BW0060'PROJECTS 7 INCHES.
 BW0060
 BW0060                          STATION RECOVERY (1977)
 BW0060
 BW0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0060'3.4 MILES EAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BW0060'HIGHWAYS 1 AND 451 AT MOREAUVILLE, ABOUT 0.1 MILE SOUTH AND
 BW0060'ACROSS THE HIGHWAY AND RAILROAD FROM THE POST OFFICE AND
 BW0060'STORE IN THE SMALL COMMUNITY OF HAMBURG, 76 FEET SOUTHWEST OF
 BW0060'CENTER LINE OF HIGHWAY, 245 FEET SOUTHEAST OF A POWER POLE
 BW0060'WITH TRANSFORMER WHICH HAS A LINE CROSSING OVER HIGHWAY.
 BW0060
 BW0060                          STATION RECOVERY (2006)
 BW0060
 BW0060'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BW0060'PROBABLY DESTROYED BY RAILROAD AND HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1513 ***********************************************************************
 BW1513  DESIGNATION -  D 251
 BW1513  PID         -  BW1513
 BW1513  STATE/COUNTY-  LA/CONCORDIA
 BW1513  USGS QUAD   -  FROGMORE (1994)
 BW1513
 BW1513                         *CURRENT SURVEY CONTROL
 BW1513  ___________________________________________________________________
 BW1513* NAD 83(1986)-  31 36 29.     (N)    091 38 30.     (W)     SCALED    
 BW1513* NAVD 88     -        14.79   (+/-2cm)      48.5    (feet)  VERTCON   
 BW1513  ___________________________________________________________________
 BW1513  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1513
 BW1513  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1513
 BW1513.The horizontal coordinates were scaled from a topographic map and have
 BW1513.an estimated accuracy of +/- 6 seconds.
 BW1513
 BW1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1513.The vertical order pertains to the NGVD 29 superseded value.
 BW1513
 BW1513.The geoid height was determined by GEOID03.
 BW1513
 BW1513;                    North         East    Units  Estimated Accuracy
 BW1513;SPC LA N     -   123,180.    1,081,440.      MT  (+/- 180 meters Scaled)
 BW1513
 BW1513                          SUPERSEDED SURVEY CONTROL
 BW1513
 BW1513  NGVD 29 (??/??/92)   14.784  (m)           48.50   (f) ADJ UNCH    1 2
 BW1513
 BW1513.Superseded values are not recommended for survey control.
 BW1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1513.See file dsdata.txt to determine how the superseded data were derived.
 BW1513
 BW1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ288977(NAD 83)
 BW1513_MARKER: DB = BENCH MARK DISK
 BW1513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1513_SP_SET: CULVERT
 BW1513_STAMPING: D 251 1966
 BW1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1513
 BW1513  HISTORY     - Date     Condition        Report By
 BW1513  HISTORY     - 1966     MONUMENTED       CGS
 BW1513  HISTORY     - 1981     GOOD             LADTD
 BW1513
 BW1513                          STATION DESCRIPTION
 BW1513
 BW1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1513'5.6 MI SW FROM FERRIDAY.
 BW1513'ABOUT 5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE
 BW1513'AT FERRIDAY, ABOUT 1.45 MILES EAST OF THE POST OFFICE AT FROGMORE IN
 BW1513'SECTION 3, T 7 N, R 8 E, 51 FEET NORTH OF THE CENTER LINE OF THE
 BW1513'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL
 BW1513'OF A CONCRETE CULVERT, ABOUT 7 1/2 FEET BELOW THE LEVEL OF THE
 BW1513'HIGHWAY.
 BW1513
 BW1513                          STATION RECOVERY (1981)
 BW1513
 BW1513'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1123 ***********************************************************************
 BX1123  DESIGNATION -  D 252
 BX1123  PID         -  BX1123
 BX1123  STATE/COUNTY-  LA/RAPIDES
 BX1123  USGS QUAD   -  FOREST HILL (1993)
 BX1123
 BX1123                         *CURRENT SURVEY CONTROL
 BX1123  ___________________________________________________________________
 BX1123* NAD 83(1986)-  31 05 36.     (N)    092 30 48.     (W)     SCALED    
 BX1123* NAVD 88     -        42.727  (meters)     140.18   (feet)  ADJUSTED  
 BX1123  ___________________________________________________________________
 BX1123  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX1123  DYNAMIC HT  -          42.674 (meters)     140.01  (feet)  COMP
 BX1123  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 BX1123  OBS GRAVITY -     979,388.2   (mgal)                       GRAV_OBS
 BX1123
 BX1123  VERT ORDER  -  FIRST     CLASS I
 BX1123
 BX1123.The horizontal coordinates were scaled from a topographic map and have
 BX1123.an estimated accuracy of +/- 6 seconds.
 BX1123
 BX1123.The orthometric height was determined by differential leveling
 BX1123.and adjusted by the National Geodetic Survey in February 1994..
 BX1123
 BX1123.The geoid height was determined by GEOID03.
 BX1123
 BX1123.The dynamic height is computed by dividing the NAVD 88
 BX1123.geopotential number by the normal gravity value computed on the
 BX1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1123.degrees latitude (g = 980.6199 gals.).
 BX1123
 BX1123.The modeled gravity was interpolated from observed gravity values.
 BX1123.The observed gravity was obtained from relative gravimeter ties
 BX1123.to the IGSN71 gravity network.
 BX1123
 BX1123;                    North         East    Units  Estimated Accuracy
 BX1123;SPC LA N     -    65,790.      998,730.      MT  (+/- 180 meters Scaled)
 BX1123
 BX1123                          SUPERSEDED SURVEY CONTROL
 BX1123
 BX1123  NAVD 88 (06/15/91)   42.723  (m)          140.17   (f) UNKNOWN     1 1
 BX1123  NGVD 29 (??/??/??)   42.709  (m)          140.12   (f) ADJUSTED    1 1
 BX1123
 BX1123.Superseded values are not recommended for survey control.
 BX1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1123.See file dsdata.txt to determine how the superseded data were derived.
 BX1123
 BX1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ464400(NAD 83)
 BX1123_MARKER: DB = BENCH MARK DISK
 BX1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1123_STAMPING: D 252 1966
 BX1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1123
 BX1123  HISTORY     - Date     Condition        Report By
 BX1123  HISTORY     - 1966     MONUMENTED       CGS
 BX1123  HISTORY     - 1970     GOOD             NGS
 BX1123  HISTORY     - 1981     GOOD             LADTD
 BX1123  HISTORY     - 19990424 GOOD             USPSQD
 BX1123
 BX1123                          STATION DESCRIPTION
 BX1123
 BX1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1123'3.95 MI S FROM WOODWORTH.
 BX1123'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX1123'WOODWORTH, THENCE 3.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD,
 BX1123'OR ABOUT 3.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1123'POST OFFICE AT FOREST HILL, 0.45 MILE NORTH OF MILEPOST 615, 45 FEET
 BX1123'EAST OF THE EAST RAIL OF THE MAIN TRACK, 69 FEET NORTHEAST OF THE
 BX1123'CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD WHICH LEADS
 BX1123'EAST, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30 1/2 FEET NORTH
 BX1123'OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 19 FEET EAST OF
 BX1123'TELEPHONE POLE NUMBER 408, 16 FEET NORTH OF A CORNER FENCE POST, 2 1/2
 BX1123'FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 4
 BX1123'FEET BELOW THE LEVEL OF THE TRACK, AND BRAZED ON THE TOP OF A 3-INCH
 BX1123'IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1123'SEC 6, T 1N, R 1W.
 BX1123
 BX1123                          STATION RECOVERY (1981)
 BX1123
 BX1123'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BX1123'TO REACH THE MONUMENT FROM THE POST OFFICE IN WOODWORTH, GO 0.15
 BX1123'MILES EAST ALONG A PAVED ROAD, THENCE 3.8 MILES SOUTH ALONG THE
 BX1123'MISSOURI. PACIFIC RAILROAD OR ABOUT 3.7 MILES NORTH ALONG THE
 BX1123'MISSOURI PACIFIC RAILROAD FROM THE POST OFFICE AT FOREST HILL, 0.45
 BX1123'MILE NORTH OF MILEPOST 615, 45 FEET EAST OF THE EAST RAIL OF THE MAIN
 BX1123'TRACK, 69 FT. N.E. OF THE CENTER OF A CROSSING OF THE R.R. AND A
 BX1123'PAVED ROAD WHICH LEADS EAST, 49 FT. NORTH OF THE ROAD, 30 1/2 FT.
 BX1123'NORTH OF A POWERPOLE WHICH IS BRACED BY A GUY WIRE, 16 FT. NORTH OF A
 BX1123'FENCE CORNER WHICH IS A 12H PINE, 2 1/2 FT. WEST OF A FENCE, 1.0 FT.
 BX1123'NORTH OF A METAL WITNESS POST, ABOUT 4 FT. BELOW THE LEVEL OF THE
 BX1123'TRACK, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 12
 BX1123'INCHES ABOVE SURFACE OF GROUND.
 BX1123
 BX1123                          STATION RECOVERY (1999)
 BX1123
 BX1123'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1183 ***********************************************************************
 BW1183  DESIGNATION -  D 253
 BW1183  PID         -  BW1183
 BW1183  STATE/COUNTY-  LA/CONCORDIA
 BW1183  USGS QUAD   -  DEER PARK (1983)
 BW1183
 BW1183                         *CURRENT SURVEY CONTROL
 BW1183  ___________________________________________________________________
 BW1183* NAD 83(1986)-  31 25 51.     (N)    091 34 08.     (W)     SCALED    
 BW1183* NAVD 88     -        23.22   (+/-2cm)      76.2    (feet)  VERTCON   
 BW1183  ___________________________________________________________________
 BW1183  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BW1183
 BW1183  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1183
 BW1183.The horizontal coordinates were scaled from a topographic map and have
 BW1183.an estimated accuracy of +/- 6 seconds.
 BW1183
 BW1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1183.The vertical order pertains to the NGVD 29 superseded value.
 BW1183
 BW1183.The geoid height was determined by GEOID03.
 BW1183
 BW1183;                    North         East    Units  Estimated Accuracy
 BW1183;SPC LA N     -   103,590.    1,088,520.      MT  (+/- 180 meters Scaled)
 BW1183
 BW1183                          SUPERSEDED SURVEY CONTROL
 BW1183
 BW1183  NGVD 29 (??/??/92)   23.21   (m)           76.1    (f) COMPUTED    1 2
 BW1183
 BW1183.Superseded values are not recommended for survey control.
 BW1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1183.See file dsdata.txt to determine how the superseded data were derived.
 BW1183
 BW1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ360782(NAD 83)
 BW1183_MARKER: DB = BENCH MARK DISK
 BW1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1183_STAMPING: D 253 1966
 BW1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1183+STABILITY: SURFACE MOTION
 BW1183
 BW1183  HISTORY     - Date     Condition        Report By
 BW1183  HISTORY     - 1966     MONUMENTED       CGS
 BW1183  HISTORY     - 1974     GOOD             LOCENG
 BW1183  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1183  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1183
 BW1183                          STATION DESCRIPTION
 BW1183
 BW1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1183'14.45 MI SW FROM VIDALIA.
 BW1183'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1183'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1183'THENCE 7.45 MILES SOUTHWEST ALONG STATE HIGHWAY 15, IN SECTION 48, T 5
 BW1183'N, R 9 E, IN LINE WITH A ROW OF POWER POLES, 55 FEET SOUTHEAST OF THE
 BW1183'CENTER LINE OF THE HIGHWAY, 179 FEET WEST OF A POWER POLE, AT A POINT
 BW1183'WHERE A GRAVELED ROAD ON THE TOP OF THE LEVEE JOINS THE HIGHWAY, 78
 BW1183'FEET NORTHEAST OF A PIPELINE MARKER OF THE ASHLAND GAS COMPANY, 16
 BW1183'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 1.8 FEET SOUTH OF A
 BW1183'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT
 BW1183'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BW1183'POST PROJECTING 6 INCHES.
 BW1183
 BW1183                          STATION RECOVERY (1974)
 BW1183
 BW1183'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 BW1183'RECOVERED IN GOOD CONDITION.
 BW1183
 BW1183                          STATION RECOVERY (1979)
 BW1183
 BW1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1183'NOT RECOVERED-CONSTRUCTION ALONG LEVEE.
 BW1183
 BW1183                          STATION RECOVERY (1979)
 BW1183
 BW1183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1370 ***********************************************************************
 CP1370  DESIGNATION -  D 255
 CP1370  PID         -  CP1370
 CP1370  STATE/COUNTY-  LA/MADISON
 CP1370  USGS QUAD   -  TENDAL (1986)
 CP1370
 CP1370                         *CURRENT SURVEY CONTROL
 CP1370  ___________________________________________________________________
 CP1370* NAD 83(1986)-  32 26 18.     (N)    091 17 15.     (W)     SCALED    
 CP1370* NAVD 88     -        23.207  (meters)      76.14   (feet)  ADJUSTED  
 CP1370  ___________________________________________________________________
 CP1370  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1370  DYNAMIC HT  -          23.181 (meters)      76.05  (feet)  COMP
 CP1370  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 CP1370
 CP1370  VERT ORDER  -  FIRST     CLASS I
 CP1370
 CP1370.The horizontal coordinates were scaled from a topographic map and have
 CP1370.an estimated accuracy of +/- 6 seconds.
 CP1370
 CP1370.The orthometric height was determined by differential leveling
 CP1370.and adjusted by the National Geodetic Survey in June 1991..
 CP1370
 CP1370.The geoid height was determined by GEOID03.
 CP1370
 CP1370.The dynamic height is computed by dividing the NAVD 88
 CP1370.geopotential number by the normal gravity value computed on the
 CP1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1370.degrees latitude (g = 980.6199 gals.).
 CP1370
 CP1370.The modeled gravity was interpolated from observed gravity values.
 CP1370
 CP1370;                    North         East    Units  Estimated Accuracy
 CP1370;SPC LA N     -   215,550.    1,114,020.      MT  (+/- 180 meters Scaled)
 CP1370
 CP1370                          SUPERSEDED SURVEY CONTROL
 CP1370
 CP1370  NGVD 29 (??/??/??)   23.217  (m)           76.17   (f) ADJUSTED    1 1
 CP1370
 CP1370.Superseded values are not recommended for survey control.
 CP1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1370.See file dsdata.txt to determine how the superseded data were derived.
 CP1370
 CP1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR609903(NAD 83)
 CP1370_MARKER: DB = BENCH MARK DISK
 CP1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1370_SP_SET: CULVERT
 CP1370_STAMPING: D 255 1968
 CP1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1370
 CP1370  HISTORY     - Date     Condition        Report By
 CP1370  HISTORY     - 1968     MONUMENTED       CGS
 CP1370
 CP1370                          STATION DESCRIPTION
 CP1370
 CP1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1370'6.85 MI W FROM TALLULAH.
 CP1370'6.85 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT TALLULAH,
 CP1370'IN SECTION 24, T 17 N, R 11 E, ON THE OUTSIDE OF A CURVE IN THE
 CP1370'HIGHWAY, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CP1370'TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A THREE-CHANNEL
 CP1370'CONCRETE CULVERT FOR DESPAIR BAYOU, AND ABOUT 3 FEET BELOW THE LEVEL
 CP1370'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0077 ***********************************************************************
 CQ0077  DESIGNATION -  D 256
 CQ0077  PID         -  CQ0077
 CQ0077  STATE/COUNTY-  LA/LINCOLN
 CQ0077  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0077
 CQ0077                         *CURRENT SURVEY CONTROL
 CQ0077  ___________________________________________________________________
 CQ0077* NAD 83(1986)-  32 30 59.     (N)    092 25 25.     (W)     SCALED    
 CQ0077* NAVD 88     -        37.000  (meters)     121.39   (feet)  ADJUSTED  
 CQ0077  ___________________________________________________________________
 CQ0077  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0077  DYNAMIC HT  -          36.959 (meters)     121.26  (feet)  COMP
 CQ0077  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 CQ0077
 CQ0077  VERT ORDER  -  FIRST     CLASS I
 CQ0077
 CQ0077.The horizontal coordinates were scaled from a topographic map and have
 CQ0077.an estimated accuracy of +/- 6 seconds.
 CQ0077
 CQ0077.The orthometric height was determined by differential leveling
 CQ0077.and adjusted by the National Geodetic Survey in June 1991..
 CQ0077
 CQ0077.The geoid height was determined by GEOID03.
 CQ0077
 CQ0077.The dynamic height is computed by dividing the NAVD 88
 CQ0077.geopotential number by the normal gravity value computed on the
 CQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0077.degrees latitude (g = 980.6199 gals.).
 CQ0077
 CQ0077.The modeled gravity was interpolated from observed gravity values.
 CQ0077
 CQ0077;                    North         East    Units  Estimated Accuracy
 CQ0077;SPC LA N     -   223,570.    1,007,180.      MT  (+/- 180 meters Scaled)
 CQ0077
 CQ0077                          SUPERSEDED SURVEY CONTROL
 CQ0077
 CQ0077  NGVD 29 (??/??/??)   37.060  (m)          121.59   (f) ADJUSTED    1 1
 CQ0077
 CQ0077.Superseded values are not recommended for survey control.
 CQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0077.See file dsdata.txt to determine how the superseded data were derived.
 CQ0077
 CQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR541978(NAD 83)
 CQ0077_MARKER: DB = BENCH MARK DISK
 CQ0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0077_SP_SET: CULVERT HEADWALL
 CQ0077_STAMPING: D 256 1968
 CQ0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0077
 CQ0077  HISTORY     - Date     Condition        Report By
 CQ0077  HISTORY     - 1968     MONUMENTED       CGS
 CQ0077  HISTORY     - 1969     GOOD             CGS
 CQ0077
 CQ0077                          STATION DESCRIPTION
 CQ0077
 CQ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0077'3.9 MI W FROM CALHOUN.
 CQ0077'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0077'CALHOUN, IN SECTION 25, T 18 N, R 1 W, 0.55 MILE WEST OF THE
 CQ0077'OUACHITA-LINCOLN PARISH LINE, 24 FEET NORTH OF THE CENTER LINE OF THE
 CQ0077'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 CQ0077'OF AN EIGHT-CHANNEL CONCRETE CULVERT FOR CLEAR CREEK, AND ABOUT 3 FEET
 CQ0077'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2044 ***********************************************************************
 CQ2044  DESIGNATION -  D 257
 CQ2044  PID         -  CQ2044
 CQ2044  STATE/COUNTY-  LA/CADDO
 CQ2044  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2044
 CQ2044                         *CURRENT SURVEY CONTROL
 CQ2044  ___________________________________________________________________
 CQ2044* NAD 83(1986)-  32 30 43.     (N)    093 44 43.     (W)     SCALED    
 CQ2044* NAVD 88     -        60.292  (meters)     197.81   (feet)  ADJUSTED  
 CQ2044  ___________________________________________________________________
 CQ2044  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2044  DYNAMIC HT  -          60.224 (meters)     197.58  (feet)  COMP
 CQ2044  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CQ2044
 CQ2044  VERT ORDER  -  FIRST     CLASS I
 CQ2044
 CQ2044.The horizontal coordinates were scaled from a topographic map and have
 CQ2044.an estimated accuracy of +/- 6 seconds.
 CQ2044
 CQ2044.The orthometric height was determined by differential leveling
 CQ2044.and adjusted by the National Geodetic Survey in June 1991..
 CQ2044
 CQ2044.The geoid height was determined by GEOID03.
 CQ2044
 CQ2044.The dynamic height is computed by dividing the NAVD 88
 CQ2044.geopotential number by the normal gravity value computed on the
 CQ2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2044.degrees latitude (g = 980.6199 gals.).
 CQ2044
 CQ2044.The modeled gravity was interpolated from observed gravity values.
 CQ2044
 CQ2044;                    North         East    Units  Estimated Accuracy
 CQ2044;SPC LA N     -   223,750.      883,000.      MT  (+/- 180 meters Scaled)
 CQ2044
 CQ2044                          SUPERSEDED SURVEY CONTROL
 CQ2044
 CQ2044  NGVD 29 (??/??/??)   60.362  (m)          198.04   (f) ADJUSTED    1 1
 CQ2044
 CQ2044.Superseded values are not recommended for survey control.
 CQ2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2044.See file dsdata.txt to determine how the superseded data were derived.
 CQ2044
 CQ2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR299974(NAD 83)
 CQ2044_MARKER: DB = BENCH MARK DISK
 CQ2044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2044_SP_SET: PILLARS
 CQ2044_STAMPING: D 257 1968
 CQ2044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2044
 CQ2044  HISTORY     - Date     Condition        Report By
 CQ2044  HISTORY     - 1968     MONUMENTED       CGS
 CQ2044  HISTORY     - 1969     GOOD             CGS
 CQ2044  HISTORY     - 1977     GOOD             NGS
 CQ2044  HISTORY     - 1979     GOOD             NGS
 CQ2044  HISTORY     - 1981     GOOD             LOCSUR
 CQ2044  HISTORY     - 19950429 GOOD             USPSQD
 CQ2044  HISTORY     - 19990206 GOOD             USPSQD
 CQ2044
 CQ2044                          STATION DESCRIPTION
 CQ2044
 CQ2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2044'0.4 MI NE FROM SHREVEPORT.
 CQ2044'ABOUT 0.4 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2044'UNION STATION AT SHREVEPORT, OR ABOUT 0.5 MILE SOUTHWEST ALONG THE
 CQ2044'ILLINOIS CENTRAL RAILROAD FROM THE EAST END OF THE RAILROAD BRIDGE
 CQ2044'OVER THE RED RIVER AT BOSSIER CITY, IN SECTION 36, T 18 N, R 13 W, 0.2
 CQ2044'MILE SOUTHWEST OF MILEPOST 168, 43 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 CQ2044'RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, 8 FEET
 CQ2044'SOUTHEAST OF THE SOUTHEAST RAIL OF THE KANSAS CITY SOUTHERN RAILROAD,
 CQ2044'SET IN THE CENTER OF THE TOP OF THE CONCRETE FOUNDATION WHICH SUPPORTS
 CQ2044'TWO CONCRETE PILLARS FOR THE MORE NORTHEASTERLY OF 2 UNDERPASSES WHICH
 CQ2044'IS THE RAILROAD UNDERPASS FOR MARKET STREET, 21 FEET WEST OF THE WEST
 CQ2044'CORNER OF THE SHREVEPORT TIMES BUILDING, ABOUT 4 FEET ABOVE A CONCRETE
 CQ2044'PARKING AREA, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
 CQ2044
 CQ2044                          STATION RECOVERY (1977)
 CQ2044
 CQ2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2044'0.1 MILE SOUTHEAST ALONG THE CLYDE FANT PARKWAY FROM THE CIVIC
 CQ2044'THEATER AT SHREVEPORT, THENCE 0.3 MILE SOUTHWEST ALONG THE ILLINOIS
 CQ2044'CENTRAL RAILROAD, 0.2 MILE SOUTHWEST OF MILEPOST 168, 43 FEET
 CQ2044'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 21 FEET WEST OF
 CQ2044'THE WEST CORNER OF THE SHREVEPORT TIMES BUILDING, 8 FEET SOUTHEAST
 CQ2044'OF THE SOUTHEAST RAIL OF THE KANSAS CITY SOUTHERN RAILROAD, AND SET
 CQ2044'IN THE CENTER OF THE TOP OF THE FOUNDATION FOR TWO PIERS SUPPORTING
 CQ2044'THE MARKET STREET OVERPASS.
 CQ2044
 CQ2044                          STATION RECOVERY (1979)
 CQ2044
 CQ2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ2044'OMIT-0.4 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2044'THE UNION STATION AT SHREVEPORT.
 CQ2044'ADD-0.4 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2044'CROSSING OF LOUISIANA AVENUE IN SHREVEPORT.
 CQ2044'NOTE-UNION STATION HAS BEEN DESTROYED.
 CQ2044
 CQ2044                          STATION RECOVERY (1981)
 CQ2044
 CQ2044'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CQ2044'RECOVERED IN GOOD CONDITION.
 CQ2044
 CQ2044                          STATION RECOVERY (1995)
 CQ2044
 CQ2044'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2044'RECOVERED IN GOOD CONDITION.
 CQ2044
 CQ2044                          STATION RECOVERY (1999)
 CQ2044
 CQ2044'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1250 ***********************************************************************
 CQ1250  DESIGNATION -  D 258
 CQ1250  PID         -  CQ1250
 CQ1250  STATE/COUNTY-  LA/WEBSTER
 CQ1250  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1250
 CQ1250                         *CURRENT SURVEY CONTROL
 CQ1250  ___________________________________________________________________
 CQ1250* NAD 83(1986)-  32 32 16.     (N)    093 21 08.     (W)     SCALED    
 CQ1250* NAVD 88     -        55.569  (meters)     182.31   (feet)  ADJUSTED  
 CQ1250  ___________________________________________________________________
 CQ1250  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1250  DYNAMIC HT  -          55.507 (meters)     182.11  (feet)  COMP
 CQ1250  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 CQ1250
 CQ1250  VERT ORDER  -  FIRST     CLASS I
 CQ1250
 CQ1250.The horizontal coordinates were scaled from a topographic map and have
 CQ1250.an estimated accuracy of +/- 6 seconds.
 CQ1250
 CQ1250.The orthometric height was determined by differential leveling
 CQ1250.and adjusted by the National Geodetic Survey in June 1991..
 CQ1250
 CQ1250.The geoid height was determined by GEOID03.
 CQ1250
 CQ1250.The dynamic height is computed by dividing the NAVD 88
 CQ1250.geopotential number by the normal gravity value computed on the
 CQ1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1250.degrees latitude (g = 980.6199 gals.).
 CQ1250
 CQ1250.The modeled gravity was interpolated from observed gravity values.
 CQ1250
 CQ1250;                    North         East    Units  Estimated Accuracy
 CQ1250;SPC LA N     -   226,260.      919,950.      MT  (+/- 180 meters Scaled)
 CQ1250
 CQ1250                          SUPERSEDED SURVEY CONTROL
 CQ1250
 CQ1250  NGVD 29 (??/??/??)   55.647  (m)          182.57   (f) ADJUSTED    1 1
 CQ1250
 CQ1250.Superseded values are not recommended for survey control.
 CQ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1250.See file dsdata.txt to determine how the superseded data were derived.
 CQ1250
 CQ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS669001(NAD 83)
 CQ1250_MARKER: DB = BENCH MARK DISK
 CQ1250_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1250_SP_SET: 48 FT
 CQ1250_STAMPING: D 258 1969
 CQ1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1250
 CQ1250  HISTORY     - Date     Condition        Report By
 CQ1250  HISTORY     - 1969     MONUMENTED       CGS
 CQ1250  HISTORY     - 20000205 GOOD             USPSQD
 CQ1250  HISTORY     - 20021215 GOOD             USPSQD
 CQ1250
 CQ1250                          STATION DESCRIPTION
 CQ1250
 CQ1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1250'3.25 MI E FROM DOYLINE.
 CQ1250'ABOUT 3.25 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1250'HIGH SCHOOL AT DOYLINE, OR ABOUT 3.45 MILES WEST ALONG THE ILLINOIS
 CQ1250'CENTRAL RAILROAD FROM THE STATION AT SIBLEY, IN SECTION 24, T 18 N, R
 CQ1250'10 W, 0.2 MILE EAST OF MILEPOST 145, 52 FEET SOUTH OF THE SOUTH RAIL,
 CQ1250'59 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 109 FEET SOUTHEAST
 CQ1250'AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 10802, 52 FEET
 CQ1250'SOUTHWEST OF A TELEPHONE POLE, 20 FEET EAST OF A CORNER FENCE POST, 2
 CQ1250'FEET NORTH OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1
 CQ1250'FOOT BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 CQ1250'COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A
 CQ1250'6-INCH CAST IRON PIPE WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 CQ1250'GROUND.
 CQ1250
 CQ1250                          STATION RECOVERY (2000)
 CQ1250
 CQ1250'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1250'RECOVERED IN GOOD CONDITION.
 CQ1250
 CQ1250                          STATION RECOVERY (2002)
 CQ1250
 CQ1250'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0122 ***********************************************************************
 BK0122  DESIGNATION -  D 2585 LAGS
 BK0122  PID         -  BK0122
 BK0122  STATE/COUNTY-  LA/ST LANDRY
 BK0122  USGS QUAD   -  LAWTELL (1983)
 BK0122
 BK0122                         *CURRENT SURVEY CONTROL
 BK0122  ___________________________________________________________________
 BK0122* NAD 83(1986)-  30 36 41.     (N)    092 07 31.     (W)     SCALED    
 BK0122* NAVD 88     -        20.18   (+/-2cm)      66.2    (feet)  VERTCON   
 BK0122  ___________________________________________________________________
 BK0122  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0122
 BK0122  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0122
 BK0122.The horizontal coordinates were scaled from a topographic map and have
 BK0122.an estimated accuracy of +/- 6 seconds.
 BK0122
 BK0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0122.The vertical order pertains to the NGVD 29 superseded value.
 BK0122
 BK0122.The geoid height was determined by GEOID03.
 BK0122
 BK0122;                    North         East    Units  Estimated Accuracy
 BK0122;SPC LA S     -   234,300.      924,060.      MT  (+/- 180 meters Scaled)
 BK0122
 BK0122                          SUPERSEDED SURVEY CONTROL
 BK0122
 BK0122  NGVD 29 (??/??/??)   20.145  (m)           66.09   (f) ADJUSTED    2 1
 BK0122
 BK0122.Superseded values are not recommended for survey control.
 BK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0122.See file dsdata.txt to determine how the superseded data were derived.
 BK0122
 BK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP838868(NAD 83)
 BK0122_MARKER: DD = SURVEY DISK
 BK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0122_STAMPING: D-2585
 BK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0122+STABILITY: SURFACE MOTION
 BK0122
 BK0122  HISTORY     - Date     Condition        Report By
 BK0122  HISTORY     - UNK      MONUMENTED       LAGS
 BK0122  HISTORY     - 1973     GOOD             LADTD
 BK0122
 BK0122                          STATION DESCRIPTION
 BK0122
 BK0122'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0122'0.65 MI E FROM PLAISANCE.
 BK0122'FROM THE HIGH SCHOOL AT PLAISANCE, THENCE ABOUT 0.65 MILES EAST ALONG
 BK0122'US HIGHWAY 167.  43.0 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY 167.
 BK0122'39.0 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTH. 52.0
 BK0122'FEET SOUTHEAST OF THE CENTERLINE INTERSECTION OF THE GRAVEL ROAD
 BK0122'LEADING SOUTH AND US HIGHWAY 167.  7.3 FEET NORTHEAST OF A PROPERTY
 BK0122'LINE FENCE CORNER.  2.0 FEET SOUTH OF A STEEL WITNESS POST.  DISK IN
 BK0122'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 44, T 5 S,
 BK0122'R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1030 ***********************************************************************
 CQ1030  DESIGNATION -  D 259
 CQ1030  PID         -  CQ1030
 CQ1030  STATE/COUNTY-  LA/BIENVILLE
 CQ1030  USGS QUAD   -  ARCADIA (1994)
 CQ1030
 CQ1030                         *CURRENT SURVEY CONTROL
 CQ1030  ___________________________________________________________________
 CQ1030* NAD 83(1986)-  32 33 50.     (N)    092 57 30.     (W)     SCALED    
 CQ1030* NAVD 88     -       120.528  (meters)     395.43   (feet)  ADJUSTED  
 CQ1030  ___________________________________________________________________
 CQ1030  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ1030  DYNAMIC HT  -         120.393 (meters)     394.99  (feet)  COMP
 CQ1030  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CQ1030
 CQ1030  VERT ORDER  -  FIRST     CLASS I
 CQ1030
 CQ1030.The horizontal coordinates were scaled from a topographic map and have
 CQ1030.an estimated accuracy of +/- 6 seconds.
 CQ1030
 CQ1030.The orthometric height was determined by differential leveling
 CQ1030.and adjusted by the National Geodetic Survey in June 1991..
 CQ1030
 CQ1030.The geoid height was determined by GEOID03.
 CQ1030
 CQ1030.The dynamic height is computed by dividing the NAVD 88
 CQ1030.geopotential number by the normal gravity value computed on the
 CQ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1030.degrees latitude (g = 980.6199 gals.).
 CQ1030
 CQ1030.The modeled gravity was interpolated from observed gravity values.
 CQ1030
 CQ1030;                    North         East    Units  Estimated Accuracy
 CQ1030;SPC LA N     -   228,930.      956,960.      MT  (+/- 180 meters Scaled)
 CQ1030
 CQ1030                          SUPERSEDED SURVEY CONTROL
 CQ1030
 CQ1030  NGVD 29 (??/??/??)  120.603  (m)          395.68   (f) ADJUSTED    1 1
 CQ1030
 CQ1030.Superseded values are not recommended for survey control.
 CQ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1030.See file dsdata.txt to determine how the superseded data were derived.
 CQ1030
 CQ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS039029(NAD 83)
 CQ1030_MARKER: DB = BENCH MARK DISK
 CQ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1030_STAMPING: D 259 1969
 CQ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1030+STABILITY: SURFACE MOTION
 CQ1030
 CQ1030  HISTORY     - Date     Condition        Report By
 CQ1030  HISTORY     - 1969     MONUMENTED       CGS
 CQ1030
 CQ1030                          STATION DESCRIPTION
 CQ1030
 CQ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1030'2.7 MI W FROM ARCADIA.
 CQ1030'ABOUT 0.9 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1030'STATION AT ARCADIA, THENCE 0.1 MILE NORTHEAST ALONG A PAVED ROAD,
 CQ1030'THENCE 1.7 MILES WEST ALONG U.S. HIGHWAY 80, IN SECTION 11, T 18 N, R
 CQ1030'6 W, 200 FEET NORTH AND ACROSS THE HIGHWAY FROM A FRAME HOUSE, 67 FEET
 CQ1030'NORTH OF THE CENTER LINE OF THE HIGHWAY, 44 FEET EAST OF THE CENTER
 CQ1030'LINE OF A TRAIL ROAD, 25 FEET NORTH OF A POWER POLE WHICH BEARS A
 CQ1030'TRANSFORMER AND IS BRACED BY 2 GUY WIRES, 24 1/2 FEET EAST OF AN
 CQ1030'18-INCH OAK TREE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CQ1030'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ1030'WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1856 ***********************************************************************
 CQ1856  DESIGNATION -  D 260
 CQ1856  PID         -  CQ1856
 CQ1856  STATE/COUNTY-  LA/CADDO
 CQ1856  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1856
 CQ1856                         *CURRENT SURVEY CONTROL
 CQ1856  ___________________________________________________________________
 CQ1856* NAD 83(1986)-  32 20 46.     (N)    093 39 33.     (W)     SCALED    
 CQ1856* NAVD 88     -        47.256  (meters)     155.04   (feet)  ADJUSTED  
 CQ1856  ___________________________________________________________________
 CQ1856  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1856  DYNAMIC HT  -          47.202 (meters)     154.86  (feet)  COMP
 CQ1856  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 CQ1856
 CQ1856  VERT ORDER  -  FIRST     CLASS I
 CQ1856
 CQ1856.The horizontal coordinates were scaled from a topographic map and have
 CQ1856.an estimated accuracy of +/- 6 seconds.
 CQ1856
 CQ1856.The orthometric height was determined by differential leveling
 CQ1856.and adjusted by the National Geodetic Survey in February 1994..
 CQ1856
 CQ1856.The geoid height was determined by GEOID03.
 CQ1856
 CQ1856.The dynamic height is computed by dividing the NAVD 88
 CQ1856.geopotential number by the normal gravity value computed on the
 CQ1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1856.degrees latitude (g = 980.6199 gals.).
 CQ1856
 CQ1856.The modeled gravity was interpolated from observed gravity values.
 CQ1856
 CQ1856;                    North         East    Units  Estimated Accuracy
 CQ1856;SPC LA N     -   205,270.      890,890.      MT  (+/- 180 meters Scaled)
 CQ1856
 CQ1856                          SUPERSEDED SURVEY CONTROL
 CQ1856
 CQ1856  NAVD 88 (06/15/91)   47.259  (m)          155.05   (f) UNKNOWN     1 1
 CQ1856  NGVD 29 (??/??/??)   47.319  (m)          155.25   (f) ADJUSTED    1 1
 CQ1856
 CQ1856.Superseded values are not recommended for survey control.
 CQ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1856.See file dsdata.txt to determine how the superseded data were derived.
 CQ1856
 CQ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR379789(NAD 83)
 CQ1856_MARKER: DB = BENCH MARK DISK
 CQ1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1856_STAMPING: D 260 1969
 CQ1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1856+STABILITY: SURFACE MOTION
 CQ1856
 CQ1856  HISTORY     - Date     Condition        Report By
 CQ1856  HISTORY     - 1969     MONUMENTED       CGS
 CQ1856  HISTORY     - 1977     GOOD             NGS
 CQ1856  HISTORY     - 1987     GOOD             USPSQD
 CQ1856  HISTORY     - 19941023 GOOD             USPSQD
 CQ1856  HISTORY     - 20000205 GOOD             USPSQD
 CQ1856
 CQ1856                          STATION DESCRIPTION
 CQ1856
 CQ1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1856'9.45 MI S FROM SHREVEPORT.
 CQ1856'ABOUT 8.05 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1856'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, THENCE 1.4
 CQ1856'MILES SOUTHWEST ALONG ROBSON ROAD TO THE NAYLOR AIRPORT, 36 FEET SOUTH
 CQ1856'OF THE CENTER LINE OF THE ROAD, 79 1/2 FEET NORTHWEST OF THE NORTHWEST
 CQ1856'CORNER OF THE MORE NORTHERLY OF TWO METAL HANGARS, 20 FEET WEST OF THE
 CQ1856'CENTER LINE OF A GRAVELED ROAD, 2 1/2 FEET WEST OF A CORNER FENCE
 CQ1856'POST, 1 1/2 FEET NORTH OF THE FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS
 CQ1856'POST, ABOUT LEVEL WITH THE PAVED ROAD, AND SET IN THE TOP OF A
 CQ1856'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 CQ1856'GROUND.
 CQ1856
 CQ1856                          STATION RECOVERY (1977)
 CQ1856
 CQ1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1856'RECOVERED IN GOOD CONDITION.
 CQ1856
 CQ1856                          STATION RECOVERY (1987)
 CQ1856
 CQ1856'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1856'RECOVERED IN GOOD CONDITION.
 CQ1856
 CQ1856                          STATION RECOVERY (1994)
 CQ1856
 CQ1856'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1856'RECOVERED IN GOOD CONDITION.
 CQ1856
 CQ1856                          STATION RECOVERY (2000)
 CQ1856
 CQ1856'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1481 ***********************************************************************
 CQ1481  DESIGNATION -  D 261
 CQ1481  PID         -  CQ1481
 CQ1481  STATE/COUNTY-  LA/RED RIVER
 CQ1481  USGS QUAD   -  EAST POINT (1979)
 CQ1481
 CQ1481                         *CURRENT SURVEY CONTROL
 CQ1481  ___________________________________________________________________
 CQ1481* NAD 83(1986)-  32 08 10.     (N)    093 28 49.     (W)     SCALED    
 CQ1481* NAVD 88     -        40.851  (meters)     134.03   (feet)  ADJUSTED  
 CQ1481  ___________________________________________________________________
 CQ1481  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1481  DYNAMIC HT  -          40.804 (meters)     133.87  (feet)  COMP
 CQ1481  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CQ1481
 CQ1481  VERT ORDER  -  FIRST     CLASS I
 CQ1481
 CQ1481.The horizontal coordinates were scaled from a topographic map and have
 CQ1481.an estimated accuracy of +/- 6 seconds.
 CQ1481
 CQ1481.The orthometric height was determined by differential leveling
 CQ1481.and adjusted by the National Geodetic Survey in February 1994..
 CQ1481
 CQ1481.The geoid height was determined by GEOID03.
 CQ1481
 CQ1481.The dynamic height is computed by dividing the NAVD 88
 CQ1481.geopotential number by the normal gravity value computed on the
 CQ1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1481.degrees latitude (g = 980.6199 gals.).
 CQ1481
 CQ1481.The modeled gravity was interpolated from observed gravity values.
 CQ1481
 CQ1481;                    North         East    Units  Estimated Accuracy
 CQ1481;SPC LA N     -   181,820.      907,520.      MT  (+/- 180 meters Scaled)
 CQ1481
 CQ1481                          SUPERSEDED SURVEY CONTROL
 CQ1481
 CQ1481  NAVD 88 (06/15/91)   40.850  (m)          134.02   (f) UNKNOWN     1 1
 CQ1481  NGVD 29 (??/??/??)   40.907  (m)          134.21   (f) ADJUSTED    1 1
 CQ1481
 CQ1481.Superseded values are not recommended for survey control.
 CQ1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1481.See file dsdata.txt to determine how the superseded data were derived.
 CQ1481
 CQ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR547556(NAD 83)
 CQ1481_MARKER: DB = BENCH MARK DISK
 CQ1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1481_STAMPING: D 261 1969
 CQ1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1481+STABILITY: SURFACE MOTION
 CQ1481
 CQ1481  HISTORY     - Date     Condition        Report By
 CQ1481  HISTORY     - 1969     MONUMENTED       CGS
 CQ1481  HISTORY     - 1977     GOOD             NGS
 CQ1481  HISTORY     - 1987     GOOD             USPSQD
 CQ1481  HISTORY     - 19970621 GOOD             USPSQD
 CQ1481
 CQ1481                          STATION DESCRIPTION
 CQ1481
 CQ1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1481'14.05 MI NW FROM COUSHATTA.
 CQ1481'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1481'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1481'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 3.5 MILES NORTH
 CQ1481'ALONG STATE HIGHWAY 1, IN SECTION 10, T 13 N, R 11 W, 255 1/2 FEET
 CQ1481'WEST AND ACROSS THE TEXAS AND PACIFIC RAILROAD FROM THE CENTER LINE OF
 CQ1481'THE HIGHWAY, 77 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, 53 FEET
 CQ1481'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 509, 48 FEET SOUTHWEST OF
 CQ1481'THE SOUTH END OF A CONCRETE PIPE CULVERT, 31 FEET WEST OF TELEPHONE
 CQ1481'POLE NUMBER 10146 1/2, 6 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 CQ1481'MARKER, 1 1/2 FEET NORTH OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS
 CQ1481'POST, ABOUT 7 1/2 FEET BELOW THE LEVEL OF THE STATE HIGHWAY 509, AND
 CQ1481'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CQ1481'SURFACE OF THE GROUND.
 CQ1481
 CQ1481                          STATION RECOVERY (1977)
 CQ1481
 CQ1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1481'RECOVERED IN GOOD CONDITION.
 CQ1481
 CQ1481                          STATION RECOVERY (1987)
 CQ1481
 CQ1481'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1481'RECOVERED IN GOOD CONDITION.
 CQ1481
 CQ1481                          STATION RECOVERY (1997)
 CQ1481
 CQ1481'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1065 ***********************************************************************
 BX1065  DESIGNATION -  D 262
 BX1065  PID         -  BX1065
 BX1065  STATE/COUNTY-  LA/GRANT
 BX1065  USGS QUAD   -  BOYCE (1992)
 BX1065
 BX1065                         *CURRENT SURVEY CONTROL
 BX1065  ___________________________________________________________________
 BX1065* NAD 83(1986)-  31 27 34.     (N)    092 40 38.     (W)     SCALED    
 BX1065* NAVD 88     -        27.531  (meters)      90.32   (feet)  ADJUSTED  
 BX1065  ___________________________________________________________________
 BX1065  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX1065  DYNAMIC HT  -          27.498 (meters)      90.22  (feet)  COMP
 BX1065  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 BX1065
 BX1065  VERT ORDER  -  FIRST     CLASS I
 BX1065
 BX1065.The horizontal coordinates were scaled from a topographic map and have
 BX1065.an estimated accuracy of +/- 6 seconds.
 BX1065
 BX1065.The orthometric height was determined by differential leveling
 BX1065.and adjusted by the National Geodetic Survey in February 1994..
 BX1065
 BX1065.The geoid height was determined by GEOID03.
 BX1065
 BX1065.The dynamic height is computed by dividing the NAVD 88
 BX1065.geopotential number by the normal gravity value computed on the
 BX1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1065.degrees latitude (g = 980.6199 gals.).
 BX1065
 BX1065.The modeled gravity was interpolated from observed gravity values.
 BX1065
 BX1065;                    North         East    Units  Estimated Accuracy
 BX1065;SPC LA N     -   106,390.      983,160.      MT  (+/- 180 meters Scaled)
 BX1065
 BX1065                          SUPERSEDED SURVEY CONTROL
 BX1065
 BX1065  NAVD 88 (06/15/91)   27.530  (m)           90.32   (f) UNKNOWN     1 1
 BX1065  NGVD 29 (??/??/??)   27.534  (m)           90.33   (f) ADJUSTED    1 1
 BX1065
 BX1065.Superseded values are not recommended for survey control.
 BX1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1065.See file dsdata.txt to determine how the superseded data were derived.
 BX1065
 BX1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ306805(NAD 83)
 BX1065_MARKER: DB = BENCH MARK DISK
 BX1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1065_SP_SET: CULVERT
 BX1065_STAMPING: D 262 1969
 BX1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1065
 BX1065  HISTORY     - Date     Condition        Report By
 BX1065  HISTORY     - 1969     MONUMENTED       CGS
 BX1065  HISTORY     - 1977     GOOD             NGS
 BX1065  HISTORY     - 1988     GOOD             USPSQD
 BX1065
 BX1065                          STATION DESCRIPTION
 BX1065
 BX1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1065'5.15 MI S FROM COLFAX.
 BX1065'ABOUT 5.15 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1065'COURTHOUSE AT COLFAX, OR ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 8
 BX1065'FROM THE POST OFFICE AT BOYCE, 24 FEET EAST OF THE CENTER LINE OF THE
 BX1065'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL
 BX1065'OF A 2-CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY, 74 FEET WEST OF THE
 BX1065'WEST RAIL OF THE KANSAS CITY SOUTHERN RAILWAY, AND ABOUT 2 FEET BELOW
 BX1065'THE LEVEL OF THE HIGHWAY.
 BX1065
 BX1065                          STATION RECOVERY (1977)
 BX1065
 BX1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1065'RECOVERED IN GOOD CONDITION.
 BX1065
 BX1065                          STATION RECOVERY (1988)
 BX1065
 BX1065'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1046 ***********************************************************************
 BK1046  DESIGNATION -  D 263
 BK1046  PID         -  BK1046
 BK1046  STATE/COUNTY-  LA/RAPIDES
 BK1046  USGS QUAD   -  GLENMORA (1972)
 BK1046
 BK1046                         *CURRENT SURVEY CONTROL
 BK1046  ___________________________________________________________________
 BK1046* NAD 83(1986)-  30 54 41.     (N)    092 37 01.     (W)     SCALED    
 BK1046* NAVD 88     -        41.666  (meters)     136.70   (feet)  ADJUSTED  
 BK1046  ___________________________________________________________________
 BK1046  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BK1046  DYNAMIC HT  -          41.613 (meters)     136.53  (feet)  COMP
 BK1046  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 BK1046
 BK1046  VERT ORDER  -  FIRST     CLASS I
 BK1046
 BK1046.The horizontal coordinates were scaled from a topographic map and have
 BK1046.an estimated accuracy of +/- 6 seconds.
 BK1046
 BK1046.The orthometric height was determined by differential leveling
 BK1046.and adjusted by the National Geodetic Survey in February 1994..
 BK1046
 BK1046.The geoid height was determined by GEOID03.
 BK1046
 BK1046.The dynamic height is computed by dividing the NAVD 88
 BK1046.geopotential number by the normal gravity value computed on the
 BK1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1046.degrees latitude (g = 980.6199 gals.).
 BK1046
 BK1046.The modeled gravity was interpolated from observed gravity values.
 BK1046
 BK1046;                    North         East    Units  Estimated Accuracy
 BK1046;SPC LA N     -    45,620.      988,820.      MT  (+/- 180 meters Scaled)
 BK1046
 BK1046                          SUPERSEDED SURVEY CONTROL
 BK1046
 BK1046  NAVD 88 (06/15/91)   41.658  (m)          136.67   (f) UNKNOWN     1 1
 BK1046  NGVD 29 (??/??/??)   41.643  (m)          136.62   (f) ADJUSTED    1 1
 BK1046
 BK1046.Superseded values are not recommended for survey control.
 BK1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1046.See file dsdata.txt to determine how the superseded data were derived.
 BK1046
 BK1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ366198(NAD 83)
 BK1046_MARKER: DB = BENCH MARK DISK
 BK1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1046_SP_SET: CULVERT
 BK1046_STAMPING: D 263 1969
 BK1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1046
 BK1046  HISTORY     - Date     Condition        Report By
 BK1046  HISTORY     - 1969     MONUMENTED       CGS
 BK1046  HISTORY     - 1970     GOOD             NGS
 BK1046  HISTORY     - 19990424 GOOD             USPSQD
 BK1046
 BK1046                          STATION DESCRIPTION
 BK1046
 BK1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1046'4.9 MI SW FROM GLENMORA.
 BK1046'ABOUT 4.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1046'TOWN HALL AT GLENMORA, IN SECTION 6, T 2 S, R 2 W, 10 FEET NORTHWEST
 BK1046'OF THE NORTHWEST RAIL, 98 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 BK1046'HIGHWAY 165, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 BK1046'CONCRETE HEADWALL OF A DOUBLE-CHANNEL CONCRETE CULVERT UNDER THE
 BK1046'TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL
 BK1046'OF THE TRACK.
 BK1046
 BK1046                          STATION RECOVERY (1999)
 BK1046
 BK1046'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1812 ***********************************************************************
 BX1812  DESIGNATION -  D 264
 BX1812  PID         -  BX1812
 BX1812  STATE/COUNTY-  LA/RED RIVER
 BX1812  USGS QUAD   -  HANNA (1992)
 BX1812
 BX1812                         *CURRENT SURVEY CONTROL
 BX1812  ___________________________________________________________________
 BX1812* NAD 83(1986)-  31 59 47.     (N)    093 17 13.     (W)     SCALED    
 BX1812* NAVD 88     -        56.01   (+/-2cm)     183.8    (feet)  VERTCON   
 BX1812  ___________________________________________________________________
 BX1812  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX1812
 BX1812  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1812
 BX1812.The horizontal coordinates were scaled from a topographic map and have
 BX1812.an estimated accuracy of +/- 6 seconds.
 BX1812
 BX1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1812.The vertical order pertains to the NGVD 29 superseded value.
 BX1812
 BX1812.The geoid height was determined by GEOID03.
 BX1812
 BX1812;                    North         East    Units  Estimated Accuracy
 BX1812;SPC LA N     -   166,180.      925,640.      MT  (+/- 180 meters Scaled)
 BX1812
 BX1812                          SUPERSEDED SURVEY CONTROL
 BX1812
 BX1812  NGVD 29 (??/??/??)   56.061  (m)          183.93   (f) ADJUSTED    1 1
 BX1812
 BX1812.Superseded values are not recommended for survey control.
 BX1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1812.See file dsdata.txt to determine how the superseded data were derived.
 BX1812
 BX1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR728400(NAD 83)
 BX1812_MARKER: DB = BENCH MARK DISK
 BX1812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1812_SP_SET: CULVERT
 BX1812_STAMPING: D 264 1969
 BX1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1812
 BX1812  HISTORY     - Date     Condition        Report By
 BX1812  HISTORY     - 1969     MONUMENTED       CGS
 BX1812  HISTORY     - 20010922 GOOD             USPSQD
 BX1812  HISTORY     - 20060610 GOOD             USPSQD
 BX1812
 BX1812                          STATION DESCRIPTION
 BX1812
 BX1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1812'4.0 MI SE FROM COUSHATTA.
 BX1812'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1812'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 BX1812'THENCE 2.95 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 BX1812'27, T 12 N, R 9 W, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 25 1/2
 BX1812'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF
 BX1812'THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A TWO-CHANNEL CONCRETE
 BX1812'CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BX1812
 BX1812                          STATION RECOVERY (2001)
 BX1812
 BX1812'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1812'RECOVERED IN GOOD CONDITION.
 BX1812
 BX1812                          STATION RECOVERY (2006)
 BX1812
 BX1812'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1829 ***********************************************************************
 BX1829  DESIGNATION -  D 265
 BX1829  PID         -  BX1829
 BX1829  STATE/COUNTY-  LA/NATCHITOCHES
 BX1829  USGS QUAD   -  CAMPTI (1996)
 BX1829
 BX1829                         *CURRENT SURVEY CONTROL
 BX1829  ___________________________________________________________________
 BX1829* NAD 83(1986)-  31 54 42.     (N)    093 06 53.     (W)     SCALED    
 BX1829* NAVD 88     -        39.56   (+/-2cm)     129.8    (feet)  VERTCON   
 BX1829  ___________________________________________________________________
 BX1829  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1829
 BX1829  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1829
 BX1829.The horizontal coordinates were scaled from a topographic map and have
 BX1829.an estimated accuracy of +/- 6 seconds.
 BX1829
 BX1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1829.The vertical order pertains to the NGVD 29 superseded value.
 BX1829
 BX1829.The geoid height was determined by GEOID03.
 BX1829
 BX1829;                    North         East    Units  Estimated Accuracy
 BX1829;SPC LA N     -   156,680.      941,860.      MT  (+/- 180 meters Scaled)
 BX1829
 BX1829                          SUPERSEDED SURVEY CONTROL
 BX1829
 BX1829  NGVD 29 (??/??/??)   39.611  (m)          129.96   (f) ADJUSTED    1 1
 BX1829
 BX1829.Superseded values are not recommended for survey control.
 BX1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1829.See file dsdata.txt to determine how the superseded data were derived.
 BX1829
 BX1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR891306(NAD 83)
 BX1829_MARKER: DB = BENCH MARK DISK
 BX1829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1829_SP_SET: CULVERT
 BX1829_STAMPING: D 265 1969
 BX1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1829
 BX1829  HISTORY     - Date     Condition        Report By
 BX1829  HISTORY     - 1969     MONUMENTED       CGS
 BX1829  HISTORY     - 1986     GOOD             USPSQD
 BX1829  HISTORY     - 19950506 GOOD             USPSQD
 BX1829  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1829
 BX1829                          STATION DESCRIPTION
 BX1829
 BX1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1829'1.7 MI NW FROM CAMPTI.
 BX1829'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1829'AT CAMPTI, THENCE 1.45 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1829'IN SECTION 29, T 11 N, R 7 W, 0.15 MILE SOUTH OF THE JUNCTION OF THE
 BX1829'HIGHWAY AND STATE HIGHWAY 486, 24 1/2 FEET EAST OF THE CENTER LINE OF
 BX1829'THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 BX1829'HEADWALL OF A FOUR-CHANNEL CONCRETE CULVERT, AND ABOUT 2 1/2 FEET
 BX1829'BELOW THE LEVEL OF THE HIGHWAY.
 BX1829
 BX1829                          STATION RECOVERY (1986)
 BX1829
 BX1829'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGC)
 BX1829'RECOVERED IN GOOD CONDITION.
 BX1829
 BX1829                          STATION RECOVERY (1995)
 BX1829
 BX1829'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1829'RECOVERED IN GOOD CONDITION.
 BX1829
 BX1829                          STATION RECOVERY (2001)
 BX1829
 BX1829'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1117 ***********************************************************************
 BK1117  DESIGNATION -  D 266
 BK1117  PID         -  BK1117
 BK1117  STATE/COUNTY-  LA/ALLEN
 BK1117  USGS QUAD   -  OBERLIN (1994)
 BK1117
 BK1117                         *CURRENT SURVEY CONTROL
 BK1117  ___________________________________________________________________
 BK1117* NAD 83(1986)-  30 30 16.     (N)    092 50 13.     (W)     SCALED    
 BK1117* NAVD 88     -        13.601  (meters)      44.62   (feet)  ADJUSTED  
 BK1117  ___________________________________________________________________
 BK1117  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK1117  DYNAMIC HT  -          13.583 (meters)      44.56  (feet)  COMP
 BK1117  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BK1117
 BK1117  VERT ORDER  -  FIRST     CLASS I
 BK1117
 BK1117.The horizontal coordinates were scaled from a topographic map and have
 BK1117.an estimated accuracy of +/- 6 seconds.
 BK1117
 BK1117.The orthometric height was determined by differential leveling
 BK1117.and adjusted by the National Geodetic Survey in February 1994..
 BK1117
 BK1117.The geoid height was determined by GEOID03.
 BK1117
 BK1117.The dynamic height is computed by dividing the NAVD 88
 BK1117.geopotential number by the normal gravity value computed on the
 BK1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1117.degrees latitude (g = 980.6199 gals.).
 BK1117
 BK1117.The modeled gravity was interpolated from observed gravity values.
 BK1117
 BK1117;                    North         East    Units  Estimated Accuracy
 BK1117;SPC LA S     -   223,130.      855,670.      MT  (+/- 180 meters Scaled)
 BK1117
 BK1117                          SUPERSEDED SURVEY CONTROL
 BK1117
 BK1117  NAVD 88 (06/15/91)   13.587  (m)           44.58   (f) UNKNOWN     1 1
 BK1117  NGVD 29 (??/??/??)   13.570  (m)           44.52   (f) ADJUSTED    1 1
 BK1117
 BK1117.Superseded values are not recommended for survey control.
 BK1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1117.See file dsdata.txt to determine how the superseded data were derived.
 BK1117
 BK1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP156746(NAD 83)
 BK1117_MARKER: DB = BENCH MARK DISK
 BK1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1117_SP_SET: CULVERT
 BK1117_STAMPING: D 266 1969
 BK1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1117
 BK1117  HISTORY     - Date     Condition        Report By
 BK1117  HISTORY     - 1969     MONUMENTED       CGS
 BK1117  HISTORY     - 1970     GOOD             NGS
 BK1117
 BK1117                          STATION DESCRIPTION
 BK1117
 BK1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1117'1.05 MI NE FROM KINDER.
 BK1117'ABOUT 1.05 MILES NORTHEAST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK1117'PACIFIC RAILROAD STATION AT KINDER, 33 1/2 FEET SOUTHEAST OF THE
 BK1117'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 BK1117'SOUTHEAST CONCRETE HEADWALL OF A DOUBLE-CHANNEL CONCRETE CULVERT, 45
 BK1117'1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF MISSOURI PACIFIC RAILROAD
 BK1117'TRESTLE NUMBER 659.6, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1070 ***********************************************************************
 BK1070  DESIGNATION -  D 268
 BK1070  PID         -  BK1070
 BK1070  STATE/COUNTY-  LA/ALLEN
 BK1070  USGS QUAD   -  OAKDALE (1993)
 BK1070
 BK1070                         *CURRENT SURVEY CONTROL
 BK1070  ___________________________________________________________________
 BK1070* NAD 83(1986)-  30 45 02.     (N)    092 41 48.     (W)     SCALED    
 BK1070* NAVD 88     -        29.535  (meters)      96.90   (feet)  ADJUSTED  
 BK1070  ___________________________________________________________________
 BK1070  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1070  DYNAMIC HT  -          29.498 (meters)      96.78  (feet)  COMP
 BK1070  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 BK1070
 BK1070  VERT ORDER  -  FIRST     CLASS I
 BK1070
 BK1070.The horizontal coordinates were scaled from a topographic map and have
 BK1070.an estimated accuracy of +/- 6 seconds.
 BK1070
 BK1070.The orthometric height was determined by differential leveling
 BK1070.and adjusted by the National Geodetic Survey in February 1994..
 BK1070
 BK1070.The geoid height was determined by GEOID03.
 BK1070
 BK1070.The dynamic height is computed by dividing the NAVD 88
 BK1070.geopotential number by the normal gravity value computed on the
 BK1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1070.degrees latitude (g = 980.6199 gals.).
 BK1070
 BK1070.The modeled gravity was interpolated from observed gravity values.
 BK1070
 BK1070;                    North         East    Units  Estimated Accuracy
 BK1070;SPC LA S     -   250,250.      869,460.      MT  (+/- 180 meters Scaled)
 BK1070
 BK1070                          SUPERSEDED SURVEY CONTROL
 BK1070
 BK1070  NAVD 88 (06/15/91)   29.526  (m)           96.87   (f) UNKNOWN     1 1
 BK1070  NGVD 29 (??/??/??)   29.510  (m)           96.82   (f) ADJUSTED    1 1
 BK1070
 BK1070.Superseded values are not recommended for survey control.
 BK1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1070.See file dsdata.txt to determine how the superseded data were derived.
 BK1070
 BK1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ290019(NAD 83)
 BK1070_MARKER: DB = BENCH MARK DISK
 BK1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1070_STAMPING: D 268 1970
 BK1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1070+STABILITY: SURFACE MOTION
 BK1070
 BK1070  HISTORY     - Date     Condition        Report By
 BK1070  HISTORY     - 1970     MONUMENTED       NGS
 BK1070
 BK1070                          STATION DESCRIPTION
 BK1070
 BK1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1070'4.95 MI SW FROM OAKDALE.
 BK1070'ABOUT 4.95 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1070'THE STATION AT OAKDALE, 95 YARDS SOUTHWEST OF THE CENTER OF A CROSSING
 BK1070'OF THE RAILROAD AND A GRAVELED ROAD, 144 FEET NORTHWEST AND ACROSS
 BK1070'U.S. HIGHWAY 165 FROM THE NORTHWEST RAIL, 60 1/2 FEET NORTHWEST OF THE
 BK1070'CENTER LINE OF THE HIGHWAY, 118 FEET NORTHEAST OF A POWER POLE, 84
 BK1070'FEET SOUTHWEST OF THE CENTER OF A WOODEN GATE, 1 FOOT SOUTHEAST OF A
 BK1070'FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 BK1070'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BK1070'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2113 ***********************************************************************
 BX2113  DESIGNATION -  D 27
 BX2113  PID         -  BX2113
 BX2113  STATE/COUNTY-  LA/SABINE
 BX2113  USGS QUAD   -  SALTER CREEK (1985)
 BX2113
 BX2113                         *CURRENT SURVEY CONTROL
 BX2113  ___________________________________________________________________
 BX2113* NAD 83(1986)-  31 29 29.     (N)    093 38 28.     (W)     SCALED    
 BX2113* NAVD 88     -        85.22   (+/-2cm)     279.6    (feet)  VERTCON   
 BX2113  ___________________________________________________________________
 BX2113  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BX2113
 BX2113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2113
 BX2113.The horizontal coordinates were scaled from a topographic map and have
 BX2113.an estimated accuracy of +/- 6 seconds.
 BX2113
 BX2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2113.The vertical order pertains to the NGVD 29 superseded value.
 BX2113
 BX2113.The geoid height was determined by GEOID03.
 BX2113
 BX2113;                    North         East    Units  Estimated Accuracy
 BX2113;SPC LA N     -   110,490.      891,590.      MT  (+/- 180 meters Scaled)
 BX2113
 BX2113                          SUPERSEDED SURVEY CONTROL
 BX2113
 BX2113  NGVD 29 (??/??/??)   85.298  (m)          279.85   (f) ADJUSTED    2 0
 BX2113
 BX2113.Superseded values are not recommended for survey control.
 BX2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2113.See file dsdata.txt to determine how the superseded data were derived.
 BX2113
 BX2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ391842(NAD 83)
 BX2113_MARKER: DB = BENCH MARK DISK
 BX2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2113_STAMPING: D 27 1934
 BX2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2113+STABILITY: SURFACE MOTION
 BX2113
 BX2113  HISTORY     - Date     Condition        Report By
 BX2113  HISTORY     - 1934     MONUMENTED       CGS
 BX2113  HISTORY     - 1943     GOOD             CGS
 BX2113
 BX2113                          STATION DESCRIPTION
 BX2113
 BX2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2113'11.7 MI SW FROM MANY.
 BX2113'11.7 MILES SW OF AND ALONG STATE HIGHWAY NO.6 37 FEET S OF THE CENTER
 BX2113'OF THE HIGHWAY.  CLOSE TO THE EDGE OF R/W CLEARING.  150 YARDS E OF
 BX2113'TOP OF LONG GRADE.  IN HEAVILY WOODED COUNTRY.
 BX2113
 BX2113                          STATION RECOVERY (1943)
 BX2113
 BX2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BX2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2209 ***********************************************************************
 CQ2209  DESIGNATION -  D 270
 CQ2209  PID         -  CQ2209
 CQ2209  STATE/COUNTY-  LA/CADDO
 CQ2209  USGS QUAD   -  STONEWALL (1992)
 CQ2209
 CQ2209                         *CURRENT SURVEY CONTROL
 CQ2209  ___________________________________________________________________
 CQ2209* NAD 83(1986)-  32 15 23.     (N)    093 52 25.     (W)     SCALED    
 CQ2209* NAVD 88     -        78.885  (meters)     258.81   (feet)  ADJUSTED  
 CQ2209  ___________________________________________________________________
 CQ2209  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2209  DYNAMIC HT  -          78.795 (meters)     258.51  (feet)  COMP
 CQ2209  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CQ2209
 CQ2209  VERT ORDER  -  FIRST     CLASS II
 CQ2209
 CQ2209.The horizontal coordinates were scaled from a topographic map and have
 CQ2209.an estimated accuracy of +/- 6 seconds.
 CQ2209
 CQ2209.The orthometric height was determined by differential leveling
 CQ2209.and adjusted by the National Geodetic Survey in June 1991..
 CQ2209
 CQ2209.The geoid height was determined by GEOID03.
 CQ2209
 CQ2209.The dynamic height is computed by dividing the NAVD 88
 CQ2209.geopotential number by the normal gravity value computed on the
 CQ2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2209.degrees latitude (g = 980.6199 gals.).
 CQ2209
 CQ2209.The modeled gravity was interpolated from observed gravity values.
 CQ2209
 CQ2209;                    North         East    Units  Estimated Accuracy
 CQ2209;SPC LA N     -   195,560.      870,580.      MT  (+/- 180 meters Scaled)
 CQ2209
 CQ2209                          SUPERSEDED SURVEY CONTROL
 CQ2209
 CQ2209  NGVD 29 (??/??/??)   78.953  (m)          259.03   (f) ADJUSTED    1 2
 CQ2209
 CQ2209.Superseded values are not recommended for survey control.
 CQ2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2209.See file dsdata.txt to determine how the superseded data were derived.
 CQ2209
 CQ2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR177691(NAD 83)
 CQ2209_MARKER: DB = BENCH MARK DISK
 CQ2209_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2209_SP_SET: STAINLESS STEEL ROD
 CQ2209_STAMPING: D 270 1979
 CQ2209_PROJECTION: FLUSH
 CQ2209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2209+STABILITY: POSITION/ELEVATION WELL
 CQ2209_ROD/PIPE-DEPTH: 3.05 meters
 CQ2209
 CQ2209  HISTORY     - Date     Condition        Report By
 CQ2209  HISTORY     - 1979     MONUMENTED       NGS
 CQ2209  HISTORY     - 19940910 GOOD             USPSQD
 CQ2209  HISTORY     - 19990206 GOOD             USPSQD
 CQ2209
 CQ2209                          STATION DESCRIPTION
 CQ2209
 CQ2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2209'6.40 MI SW FROM KEITHVILLE.
 CQ2209'0.45 MILE SOUTHEAST ALONG OLD MANSFIELD ROAD FROM THE POST OFFICE IN
 CQ2209'KEITHVILLE, THENCE 5.95 MILES SOUTHWEST ALONG KEITHVILLE-KEATCHIE
 CQ2209'ROAD, AT THE JUNCTION OF PRESTON ROAD, 164.0 FT. NORTHEAST OF THE
 CQ2209'EXTENDED CENTERLINE OF PRESTON ROAD, 37.0 FT. SOUTHEAST OF THE
 CQ2209'CENTERLINE OF KEITHVILLE-KEATCHIE ROAD, 73.0 FT. NORTHEAST OF A
 CQ2209'POWERLINE BRACE POLE WITH TWO GUY WIRES, 1.5 FT. NORTHWEST OF A
 CQ2209'CORNER FENCE POST.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 CQ2209'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2209'THE MARK IS 2.5 FT  SW FROM A WITNESS POST.
 CQ2209'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CQ2209
 CQ2209                          STATION RECOVERY (1994)
 CQ2209
 CQ2209'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2209'RECOVERED IN GOOD CONDITION.
 CQ2209
 CQ2209                          STATION RECOVERY (1999)
 CQ2209
 CQ2209'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2200 ***********************************************************************
 CQ2200  DESIGNATION -  D 272
 CQ2200  PID         -  CQ2200
 CQ2200  STATE/COUNTY-  LA/CADDO
 CQ2200  USGS QUAD   -  STONEWALL (1992)
 CQ2200
 CQ2200                         *CURRENT SURVEY CONTROL
 CQ2200  ___________________________________________________________________
 CQ2200* NAD 83(1986)-  32 22 07.     (N)    093 49 26.     (W)     SCALED    
 CQ2200* NAVD 88     -        52.352  (meters)     171.76   (feet)  ADJUSTED  
 CQ2200  ___________________________________________________________________
 CQ2200  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2200  DYNAMIC HT  -          52.293 (meters)     171.56  (feet)  COMP
 CQ2200  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 CQ2200
 CQ2200  VERT ORDER  -  FIRST     CLASS II
 CQ2200
 CQ2200.The horizontal coordinates were scaled from a topographic map and have
 CQ2200.an estimated accuracy of +/- 6 seconds.
 CQ2200
 CQ2200.The orthometric height was determined by differential leveling
 CQ2200.and adjusted by the National Geodetic Survey in February 1994..
 CQ2200
 CQ2200.The geoid height was determined by GEOID03.
 CQ2200
 CQ2200.The dynamic height is computed by dividing the NAVD 88
 CQ2200.geopotential number by the normal gravity value computed on the
 CQ2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2200.degrees latitude (g = 980.6199 gals.).
 CQ2200
 CQ2200.The modeled gravity was interpolated from observed gravity values.
 CQ2200
 CQ2200;                    North         East    Units  Estimated Accuracy
 CQ2200;SPC LA N     -   207,950.      875,420.      MT  (+/- 180 meters Scaled)
 CQ2200
 CQ2200                          SUPERSEDED SURVEY CONTROL
 CQ2200
 CQ2200  NAVD 88 (06/15/91)   52.401  (m)          171.92   (f) UNKNOWN     1 2
 CQ2200  NGVD 29 (??/??/??)   52.470  (m)          172.15   (f) ADJUSTED    1 2
 CQ2200
 CQ2200.Superseded values are not recommended for survey control.
 CQ2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2200.See file dsdata.txt to determine how the superseded data were derived.
 CQ2200
 CQ2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR224815(NAD 83)
 CQ2200_MARKER: DB = BENCH MARK DISK
 CQ2200_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ2200_SP_SET: BRIDGE ABUTMENT
 CQ2200_STAMPING: D 272 1979
 CQ2200_MARK LOGO: NGS   
 CQ2200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2200+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1989
 CQ2200
 CQ2200  HISTORY     - Date     Condition        Report By
 CQ2200  HISTORY     - 1979     MONUMENTED       NGS
 CQ2200  HISTORY     - 1987     GOOD             USPSQD
 CQ2200  HISTORY     - 19890105 GOOD             LADTD
 CQ2200  HISTORY     - 1990     GOOD             USPSQD
 CQ2200  HISTORY     - 19990520 GOOD             USPSQD
 CQ2200
 CQ2200                          STATION DESCRIPTION
 CQ2200
 CQ2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2200'2.45 MI NE FROM KEITHVILLE.
 CQ2200'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ2200'1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CQ2200'CROSSING OF PARISH ROAD 22 IN KEITHVILLE, THENCE 1.45 MILES
 CQ2200'NORTHEAST ALONG U.S. HIGHWAY, IN THE TOP OF THE NORTHEAST ABUTMENT OF
 CQ2200'THE NORTHBOUND LANE OF THE GILMER BAYOU BRIDGE, 0.15 MILE NORTHEAST
 CQ2200'OF THE JUNCTION OF STAGECOACH ROAD, 18.5 FT. EAST OF THE CENTERLINE
 CQ2200'OF THE NORTHBOUND LANE OF THE HIGHWAY, 66.5 FT. SOUTHWEST OF
 CQ2200'POWERLINE POLE NUMBER 100.
 CQ2200'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CQ2200
 CQ2200                          STATION RECOVERY (1987)
 CQ2200
 CQ2200'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ2200'RECOVERED IN GOOD CONDITION.
 CQ2200
 CQ2200                          STATION RECOVERY (1989)
 CQ2200
 CQ2200'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ2200'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ2200'TO REACH THE STATION FORM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ2200'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 9.2 KM (5.7 MI) TO THE
 CQ2200'MARK ON THE LEFT IN THE NORTHEAST CORNER OF THE BRIDGE FOR THE NORTH
 CQ2200'BOUND LANES OF THE HIGHWAY OVER GILMER BAYOU.
 CQ2200'THE STATION IS 5.5 M (18.0 FT) EAST FROM THE CENTER OF THE NORTH BOUND
 CQ2200'LANES OF THE HIGHWAY AND 0.46 M (1.51 FT) EAST FROM THE CONCRETE
 CQ2200'WINGWALL OF THE BRIDGE.  THE MARK IS ABOUT LEVEL WITH THE HIGHWAY.
 CQ2200
 CQ2200                          STATION RECOVERY (1990)
 CQ2200
 CQ2200'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2200'RECOVERED IN GOOD CONDITION.
 CQ2200
 CQ2200                          STATION RECOVERY (1999)
 CQ2200
 CQ2200'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2214 ***********************************************************************
 BX2214  DESIGNATION -  D 28
 BX2214  PID         -  BX2214
 BX2214  STATE/COUNTY-  LA/SABINE
 BX2214  USGS QUAD   -  LORING (1994)
 BX2214
 BX2214                         *CURRENT SURVEY CONTROL
 BX2214  ___________________________________________________________________
 BX2214* NAD 83(1986)-  31 36 06.     (N)    093 34 57.     (W)     SCALED    
 BX2214* NAVD 88     -        85.22   (+/-2cm)     279.6    (feet)  VERTCON   
 BX2214  ___________________________________________________________________
 BX2214  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2214
 BX2214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2214
 BX2214.The horizontal coordinates were scaled from a topographic map and have
 BX2214.an estimated accuracy of +/- 6 seconds.
 BX2214
 BX2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2214.The vertical order pertains to the NGVD 29 superseded value.
 BX2214
 BX2214.The geoid height was determined by GEOID03.
 BX2214
 BX2214;                    North         East    Units  Estimated Accuracy
 BX2214;SPC LA N     -   122,660.      897,280.      MT  (+/- 180 meters Scaled)
 BX2214
 BX2214                          SUPERSEDED SURVEY CONTROL
 BX2214
 BX2214  NGVD 29 (??/??/??)   85.312  (m)          279.89   (f) ADJUSTED    2 0
 BX2214
 BX2214.Superseded values are not recommended for survey control.
 BX2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2214.See file dsdata.txt to determine how the superseded data were derived.
 BX2214
 BX2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ447964(NAD 83)
 BX2214_MARKER: DB = BENCH MARK DISK
 BX2214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2214_SP_SET: CONCRETE BASE
 BX2214_STAMPING: D 28 1935
 BX2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2214
 BX2214  HISTORY     - Date     Condition        Report By
 BX2214  HISTORY     - 1935     MONUMENTED       CGS
 BX2214  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX2214
 BX2214                          STATION DESCRIPTION
 BX2214
 BX2214'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX2214'4.5 MI SE FROM ZWOLLE.
 BX2214'4.5 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX2214'ZWOLLE, SABINE PARISH, 60 YARDS WEST OF A SWITCH, 18 FEET SOUTH OF A
 BX2214'LARGE WATER TOWER, IN THE TOP OF THE CONCRETE BASE OF A WATER SPIGOT,
 BX2214'AND 6 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 BX2214'STAMPED D 28 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0180 ***********************************************************************
 AT0180  DESIGNATION -  D 280
 AT0180  PID         -  AT0180
 AT0180  STATE/COUNTY-  LA/PLAQUEMINES
 AT0180  USGS QUAD   -  SOUTH PASS (1971)
 AT0180
 AT0180                         *CURRENT SURVEY CONTROL
 AT0180  ___________________________________________________________________
 AT0180* NAD 83(1986)-  29 05 00.     (N)    089 13 24.     (W)     SCALED    
 AT0180* NAVD 88     -         0.349  (meters)       1.15   (feet)  READJUSTED
 AT0180  ___________________________________________________________________
 AT0180  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT0180  DYNAMIC HT  -           0.350 (meters)       1.15  (feet)  COMP
 AT0180  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 AT0180
 AT0180  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0180
 AT0180.The horizontal coordinates were scaled from a topographic map and have
 AT0180.an estimated accuracy of +/- 6 seconds.
 AT0180
 AT0180.The orthometric height was determined by differential leveling
 AT0180.and adjusted by the National Geodetic Survey in February 1994..
 AT0180.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0180.distribution rate of 0.0 thru 1.0 mm/km.
 AT0180.The height was derived from older observations constrained to new
 AT0180.heights in a crustal motion area.  The height is approximate in
 AT0180.relation to other heights in its vicinity.
 AT0180
 AT0180.The geoid height was determined by GEOID03.
 AT0180
 AT0180.The dynamic height is computed by dividing the NAVD 88
 AT0180.geopotential number by the normal gravity value computed on the
 AT0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0180.degrees latitude (g = 980.6199 gals.).
 AT0180
 AT0180.The modeled gravity was interpolated from observed gravity values.
 AT0180
 AT0180;                    North         East    Units  Estimated Accuracy
 AT0180;SPC LA S     -    66,550.    1,205,430.      MT  (+/- 180 meters Scaled)
 AT0180
 AT0180                          SUPERSEDED SURVEY CONTROL
 AT0180
 AT0180  NGVD 29 (??/??/??)    0.430  (m)            1.41   (f) ADJUSTED    1 1
 AT0180
 AT0180.Superseded values are not recommended for survey control.
 AT0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0180.See file dsdata.txt to determine how the superseded data were derived.
 AT0180
 AT0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT835192(NAD 83)
 AT0180_MARKER: DB = BENCH MARK DISK
 AT0180_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0180_SP_SET: COPPER-CLAD STEEL ROD
 AT0180_STAMPING: D 280 1971
 AT0180_PROJECTION: PROJECTING 46 CENTIMETERS
 AT0180_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0180_ROD/PIPE-DEPTH: 6.7  meters
 AT0180
 AT0180  HISTORY     - Date     Condition        Report By
 AT0180  HISTORY     - 1971     MONUMENTED       NGS
 AT0180
 AT0180                          STATION DESCRIPTION
 AT0180
 AT0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0180'7.4 MI SE FROM PILOTTOWN.
 AT0180'ABOUT 2.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0180'LOOKOUT TOWER AT PILOTTOWN, THENCE 5.2 MILES SOUTHEAST ALONG THE
 AT0180'SOUTHWEST BANK OF SOUTH PASS, ABOUT 0.2 MILE WEST OF AND ACROSS THE
 AT0180'PASS FROM MILEPOST 5, 40 YARDS SOUTHWEST OF THE SOUTHWEST BANK OF THE
 AT0180'PASS, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 AT0180'18 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY 4 CREOSOTED
 AT0180'POST (THE EAST POST OF THE 4 BEARS A WITNESS SIGN), AND PROTECTED BY A
 AT0180'4 INCH PLASTIC PIPE WHICH PROJECTS 18 INCHES ABOVE THE LEVEL OF THE
 AT0180'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 22 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0533 ***********************************************************************
 AT0533  DESIGNATION -  D 280 USE RESET 1977
 AT0533  PID         -  AT0533
 AT0533  STATE/COUNTY-  LA/PLAQUEMINES
 AT0533  USGS QUAD   -  SOUTH PASS (1971)
 AT0533
 AT0533                         *CURRENT SURVEY CONTROL
 AT0533  ___________________________________________________________________
 AT0533* NAD 83(1986)-  29 05 00.     (N)    089 13 24.     (W)     SCALED    
 AT0533* NAVD 88     -         1.03   (+/-2cm)       3.4    (feet)  VERTCON   
 AT0533  ___________________________________________________________________
 AT0533  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT0533
 AT0533  VERT ORDER  -  THIRD (See Below)
 AT0533
 AT0533.The horizontal coordinates were scaled from a topographic map and have
 AT0533.an estimated accuracy of +/- 6 seconds.
 AT0533
 AT0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0533.The vertical order pertains to the NGVD 29 superseded value.
 AT0533
 AT0533.The geoid height was determined by GEOID03.
 AT0533
 AT0533;                    North         East    Units  Estimated Accuracy
 AT0533;SPC LA S     -    66,550.    1,205,430.      MT  (+/- 180 meters Scaled)
 AT0533
 AT0533                          SUPERSEDED SURVEY CONTROL
 AT0533
 AT0533  NGVD 29 (??/??/??)    1.11   (m)            3.6    (f) RESET       3  
 AT0533
 AT0533.Superseded values are not recommended for survey control.
 AT0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0533.See file dsdata.txt to determine how the superseded data were derived.
 AT0533
 AT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT835192(NAD 83)
 AT0533_MARKER: DB = BENCH MARK DISK
 AT0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0533_STAMPING: D 280 RESET 1977
 AT0533_PROJECTION: PROJECTING 8 CENTIMETERS
 AT0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0533_ROD/PIPE-DEPTH: 26.5 meters
 AT0533
 AT0533  HISTORY     - Date     Condition        Report By
 AT0533  HISTORY     - 1977     MONUMENTED       USE
 AT0533
 AT0533                          STATION DESCRIPTION
 AT0533
 AT0533'DESCRIBED BY US ENGINEERS 1977
 AT0533'7.4 MI SOUTH FROM PILOTTOWN.
 AT0533'2.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0533'LOOKOUT TOWER IN PILOTTOWN, THENCE 5.2 MILES SOUTHEAST ALONG THE
 AT0533'WEST BANK OF SOUTH PASS, DIRECTLY UNDER THE CENTER OF THE TOWER
 AT0533'10-S, AT THE BANKLINE OF A SMALL OUTLET 20 FEET UPSTREAM OF
 AT0533'BASE LINE STATION 247+65.7, A COPPER COATED STEEL ROD ENCASED
 AT0533'IN A 4-INCH PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0064 ***********************************************************************
 BJ0064  DESIGNATION -  D 282
 BJ0064  PID         -  BJ0064
 BJ0064  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0064  USGS QUAD   -  NEW ROADS (1994)
 BJ0064
 BJ0064                         *CURRENT SURVEY CONTROL
 BJ0064  ___________________________________________________________________
 BJ0064* NAD 83(1986)-  30 44 46.     (N)    091 24 15.     (W)     SCALED    
 BJ0064* NAVD 88     -        10.406  (meters)      34.14   (feet)  ADJUSTED  
 BJ0064  ___________________________________________________________________
 BJ0064  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0064  DYNAMIC HT  -          10.392 (meters)      34.09  (feet)  COMP
 BJ0064  MODELED GRAV-     979,361.5   (mgal)                       NAVD 88
 BJ0064
 BJ0064  VERT ORDER  -  FIRST     CLASS I
 BJ0064
 BJ0064.The horizontal coordinates were scaled from a topographic map and have
 BJ0064.an estimated accuracy of +/- 6 seconds.
 BJ0064
 BJ0064.The orthometric height was determined by differential leveling
 BJ0064.and adjusted by the National Geodetic Survey in February 1994..
 BJ0064
 BJ0064.The geoid height was determined by GEOID03.
 BJ0064
 BJ0064.The dynamic height is computed by dividing the NAVD 88
 BJ0064.geopotential number by the normal gravity value computed on the
 BJ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0064.degrees latitude (g = 980.6199 gals.).
 BJ0064
 BJ0064.The modeled gravity was interpolated from observed gravity values.
 BJ0064
 BJ0064;                    North         East    Units  Estimated Accuracy
 BJ0064;SPC LA S     -   248,980.      993,220.      MT  (+/- 180 meters Scaled)
 BJ0064
 BJ0064                          SUPERSEDED SURVEY CONTROL
 BJ0064
 BJ0064  NAVD 88 (06/15/91)   10.440  (m)           34.25   (f) UNKNOWN     1 1
 BJ0064  NGVD 29 (??/??/??)   10.391  (m)           34.09   (f) ADJUSTED    1 1
 BJ0064
 BJ0064.Superseded values are not recommended for survey control.
 BJ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0064.See file dsdata.txt to determine how the superseded data were derived.
 BJ0064
 BJ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ527025(NAD 83)
 BJ0064_MARKER: DB = BENCH MARK DISK
 BJ0064_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0064_SP_SET: COPPER-CLAD STEEL ROD
 BJ0064_STAMPING: D 282 1976
 BJ0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0064
 BJ0064  HISTORY     - Date     Condition        Report By
 BJ0064  HISTORY     - 1976     MONUMENTED       NGS
 BJ0064
 BJ0064                          STATION DESCRIPTION
 BJ0064
 BJ0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0064'2 MI EAST FROM POINTE COUPEE.
 BJ0064'2.0 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE HIGH-
 BJ0064'WAYS 10 AND 420, ABOUT 300 FT NORTHEAST OF BENCH MARK PBM VAT, 38 FT
 BJ0064'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FT SOUTHWEST OF A
 BJ0064'METAL CAP, 3 FT NORTHEAST OF A POWER LINE POLE, 1.5 FT NORTHWEST OF A
 BJ0064'FENCE, THE BENCH MARK DISK IS 0.2 FT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0101 ***********************************************************************
 BJ0101  DESIGNATION -  D 283
 BJ0101  PID         -  BJ0101
 BJ0101  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0101  USGS QUAD   -  WALLS (1994)
 BJ0101
 BJ0101                         *CURRENT SURVEY CONTROL
 BJ0101  ___________________________________________________________________
 BJ0101* NAD 83(1986)-  30 30 22.     (N)    091 17 31.     (W)     SCALED    
 BJ0101* NAVD 88     -         7.686  (meters)      25.22   (feet)  ADJUSTED  
 BJ0101  ___________________________________________________________________
 BJ0101  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0101  DYNAMIC HT  -           7.676 (meters)      25.18  (feet)  COMP
 BJ0101  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BJ0101
 BJ0101  VERT ORDER  -  FIRST     CLASS I
 BJ0101
 BJ0101.The horizontal coordinates were scaled from a topographic map and have
 BJ0101.an estimated accuracy of +/- 6 seconds.
 BJ0101
 BJ0101.The orthometric height was determined by differential leveling
 BJ0101.and adjusted by the National Geodetic Survey in February 1994..
 BJ0101
 BJ0101.The geoid height was determined by GEOID03.
 BJ0101
 BJ0101.The dynamic height is computed by dividing the NAVD 88
 BJ0101.geopotential number by the normal gravity value computed on the
 BJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0101.degrees latitude (g = 980.6199 gals.).
 BJ0101
 BJ0101.The modeled gravity was interpolated from observed gravity values.
 BJ0101
 BJ0101;                    North         East    Units  Estimated Accuracy
 BJ0101;SPC LA S     -   222,370.    1,003,970.      MT  (+/- 180 meters Scaled)
 BJ0101
 BJ0101                          SUPERSEDED SURVEY CONTROL
 BJ0101
 BJ0101  NAVD 88 (06/15/91)    7.711  (m)           25.30   (f) UNKNOWN     1 1
 BJ0101  NGVD 29 (??/??/??)    7.675  (m)           25.18   (f) ADJUSTED    1 1
 BJ0101
 BJ0101.Superseded values are not recommended for survey control.
 BJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0101.See file dsdata.txt to determine how the superseded data were derived.
 BJ0101
 BJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP639761(NAD 83)
 BJ0101_MARKER: DB = BENCH MARK DISK
 BJ0101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0101_SP_SET: COPPER-CLAD STEEL ROD
 BJ0101_STAMPING: D 283 1976
 BJ0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0101
 BJ0101  HISTORY     - Date     Condition        Report By
 BJ0101  HISTORY     - 1976     MONUMENTED       NGS
 BJ0101
 BJ0101                          STATION DESCRIPTION
 BJ0101
 BJ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0101'2.6 MI SOUTH FROM DEVALL.
 BJ0101'2.6 MILES SOUTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0101'SCHOOL AT DEVALL, AT JUNCTION OF A GRAVELLED ROAD LEADING SOUTHWEST,
 BJ0101'35 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29 FT NORTHWEST
 BJ0101'OF THE EXTENDED CENTER LINE OF THE ROAD, 172 FT SOUTHWEST OF THE
 BJ0101'CENTER LINE OF THE SOUTHWEST LEVEE ROAD OF THE MISS. RIVER, 31 FT
 BJ0101'NORTHWEST OF THE NORTHWEST END OF A METAL GATE, 1.4 FT NORTHEAST OF
 BJ0101'POLE WITH A LIGHT AND A TRANFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0439 ***********************************************************************
 BJ0439  DESIGNATION -  D 284
 BJ0439  PID         -  BJ0439
 BJ0439  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0439  USGS QUAD   -  ELM PARK (1994)
 BJ0439
 BJ0439                         *CURRENT SURVEY CONTROL
 BJ0439  ___________________________________________________________________
 BJ0439* NAD 83(1986)-  30 46 09.     (N)    091 20 40.     (W)     SCALED    
 BJ0439* NAVD 88     -        40.874  (meters)     134.10   (feet)  ADJUSTED  
 BJ0439  ___________________________________________________________________
 BJ0439  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0439  DYNAMIC HT  -          40.821 (meters)     133.93  (feet)  COMP
 BJ0439  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 BJ0439
 BJ0439  VERT ORDER  -  FIRST     CLASS I
 BJ0439
 BJ0439.The horizontal coordinates were scaled from a topographic map and have
 BJ0439.an estimated accuracy of +/- 6 seconds.
 BJ0439
 BJ0439.The orthometric height was determined by differential leveling
 BJ0439.and adjusted by the National Geodetic Survey in February 1994..
 BJ0439
 BJ0439.The geoid height was determined by GEOID03.
 BJ0439
 BJ0439.The dynamic height is computed by dividing the NAVD 88
 BJ0439.geopotential number by the normal gravity value computed on the
 BJ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0439.degrees latitude (g = 980.6199 gals.).
 BJ0439
 BJ0439.The modeled gravity was interpolated from observed gravity values.
 BJ0439
 BJ0439;                    North         East    Units  Estimated Accuracy
 BJ0439;SPC LA S     -   251,530.      998,940.      MT  (+/- 180 meters Scaled)
 BJ0439
 BJ0439                          SUPERSEDED SURVEY CONTROL
 BJ0439
 BJ0439  NGVD 29 (??/??/??)   40.859  (m)          134.05   (f) ADJUSTED    1 1
 BJ0439
 BJ0439.Superseded values are not recommended for survey control.
 BJ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0439.See file dsdata.txt to determine how the superseded data were derived.
 BJ0439
 BJ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ584051(NAD 83)
 BJ0439_MARKER: DB = BENCH MARK DISK
 BJ0439_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0439+WITH SETTING: INTO GROUND
 BJ0439_SP_SET: METAL ROD WITH BASE PLATE
 BJ0439_STAMPING: D 284 1976
 BJ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0439+STABILITY: SURFACE MOTION
 BJ0439
 BJ0439  HISTORY     - Date     Condition        Report By
 BJ0439  HISTORY     - 1976     MONUMENTED       NGS
 BJ0439
 BJ0439                          STATION DESCRIPTION
 BJ0439
 BJ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0439'2.75 MI EAST FROM ST FRANCISVILLE.
 BJ0439'1.85 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0439'HIGHWAY 10 AT ST. FRANCISVILLE, THENCE 0.9 MILE SOUTH ALONG STATE
 BJ0439'HIGHWAY 965 (POWELL STATION ROAD), ON THE OUTSIDE OF A CURVE, 32 FT
 BJ0439'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22.5 FT NORTH OF THE
 BJ0439'NORTHWEST END OF A METAL GATE, 20 FT NORTHWEST OF THE CENTER LINE
 BJ0439'OF A DRIVEWAY LEADING SOUTHWEST, 6.5 FT SOUTHEAST OF THE CENTER OF
 BJ0439'A CONCRETE WATER METER BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0200 ***********************************************************************
 BJ0200  DESIGNATION -  D 284 X
 BJ0200  PID         -  BJ0200
 BJ0200  STATE/COUNTY-  LA/ST LANDRY
 BJ0200  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0200
 BJ0200                         *CURRENT SURVEY CONTROL
 BJ0200  ___________________________________________________________________
 BJ0200* NAD 83(1986)-  30 45 18.     (N)    091 45 51.     (W)     SCALED    
 BJ0200* NAVD 88     -        10.919  (meters)      35.82   (feet)  ADJUSTED  
 BJ0200  ___________________________________________________________________
 BJ0200  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0200  DYNAMIC HT  -          10.905 (meters)      35.78  (feet)  COMP
 BJ0200  MODELED GRAV-     979,365.5   (mgal)                       NAVD 88
 BJ0200
 BJ0200  VERT ORDER  -  FIRST     CLASS I
 BJ0200
 BJ0200.The horizontal coordinates were scaled from a topographic map and have
 BJ0200.an estimated accuracy of +/- 6 seconds.
 BJ0200
 BJ0200.The orthometric height was determined by differential leveling
 BJ0200.and adjusted by the National Geodetic Survey in February 1994..
 BJ0200
 BJ0200.The geoid height was determined by GEOID03.
 BJ0200
 BJ0200.The dynamic height is computed by dividing the NAVD 88
 BJ0200.geopotential number by the normal gravity value computed on the
 BJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0200.degrees latitude (g = 980.6199 gals.).
 BJ0200
 BJ0200.The modeled gravity was interpolated from observed gravity values.
 BJ0200
 BJ0200;                    North         East    Units  Estimated Accuracy
 BJ0200;SPC LA S     -   250,040.      958,750.      MT  (+/- 180 meters Scaled)
 BJ0200
 BJ0200                          SUPERSEDED SURVEY CONTROL
 BJ0200
 BJ0200  NAVD 88 (06/15/91)   10.956  (m)           35.94   (f) UNKNOWN     1 1
 BJ0200  NGVD 29 (??/??/??)   10.917  (m)           35.82   (f) ADJUSTED    1 1
 BJ0200
 BJ0200.Superseded values are not recommended for survey control.
 BJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0200.See file dsdata.txt to determine how the superseded data were derived.
 BJ0200
 BJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ182031(NAD 83)
 BJ0200_MARKER: DB = BENCH MARK DISK
 BJ0200_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0200+WITH SETTING: INTO GROUND
 BJ0200_SP_SET: METAL ROD WITH BASE PLATE
 BJ0200_STAMPING: D 284 X 1976
 BJ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0200+STABILITY: SURFACE MOTION
 BJ0200
 BJ0200  HISTORY     - Date     Condition        Report By
 BJ0200  HISTORY     - 1976     MONUMENTED       NGS
 BJ0200  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 BJ0200
 BJ0200                          STATION DESCRIPTION
 BJ0200
 BJ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0200'5.0 MI NORTH FROM MELVILLE.
 BJ0200'5.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0200'RAILROAD OVERPASS, AT THE COMMUNITY OF ELBA, 49.5 FT WEST OF THE
 BJ0200'CENTER LINE OF HIGHWAY, 42 FT SOUTH OF THE CENTER LINE OF A PRIVATE
 BJ0200'DRIVEWAY AT CATTLE GUARD, 41.3 FT NORTHEAST OF THE NORTHEAST CORNER OF
 BJ0200'A FRAME HOUSE OWNED BY G. E. POWERS, 11 FT NORTH OF THE CENTER LINE
 BJ0200'OF A METAL GATE, 1 FT EAST OF A FENCE
 BJ0200
 BJ0200                          STATION RECOVERY (2005)
 BJ0200
 BJ0200'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0859 ***********************************************************************
 BJ0859  DESIGNATION -  D 287
 BJ0859  PID         -  BJ0859
 BJ0859  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0859  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0859
 BJ0859                         *CURRENT SURVEY CONTROL
 BJ0859  ___________________________________________________________________
 BJ0859* NAD 83(1986)-  30 28 11.     (N)    091 09 59.     (W)     SCALED    
 BJ0859* NAVD 88     -        19.419  (meters)      63.71   (feet)  ADJUSTED  
 BJ0859  ___________________________________________________________________
 BJ0859  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0859  DYNAMIC HT  -          19.394 (meters)      63.63  (feet)  COMP
 BJ0859  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BJ0859
 BJ0859  VERT ORDER  -  FIRST     CLASS I
 BJ0859
 BJ0859.The horizontal coordinates were scaled from a topographic map and have
 BJ0859.an estimated accuracy of +/- 6 seconds.
 BJ0859
 BJ0859.The orthometric height was determined by differential leveling
 BJ0859.and adjusted by the National Geodetic Survey in February 1994..
 BJ0859
 BJ0859.The geoid height was determined by GEOID03.
 BJ0859
 BJ0859.The dynamic height is computed by dividing the NAVD 88
 BJ0859.geopotential number by the normal gravity value computed on the
 BJ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0859.degrees latitude (g = 980.6199 gals.).
 BJ0859
 BJ0859.The modeled gravity was interpolated from observed gravity values.
 BJ0859
 BJ0859;                    North         East    Units  Estimated Accuracy
 BJ0859;SPC LA S     -   218,350.    1,016,030.      MT  (+/- 180 meters Scaled)
 BJ0859
 BJ0859                          SUPERSEDED SURVEY CONTROL
 BJ0859
 BJ0859  NAVD 88 (06/15/91)   19.441  (m)           63.78   (f) UNKNOWN     1 1
 BJ0859  NGVD 29 (??/??/??)   19.407  (m)           63.67   (f) ADJUSTED    1 1
 BJ0859
 BJ0859.Superseded values are not recommended for survey control.
 BJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0859.See file dsdata.txt to determine how the superseded data were derived.
 BJ0859
 BJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP760722(NAD 83)
 BJ0859_MARKER: DB = BENCH MARK DISK
 BJ0859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0859_SP_SET: OVERPASS PIER
 BJ0859_STAMPING: D 287 1976
 BJ0859_MARK LOGO: NGS   
 BJ0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0859
 BJ0859  HISTORY     - Date     Condition        Report By
 BJ0859  HISTORY     - 1976     MONUMENTED       NGS
 BJ0859  HISTORY     - 1986     GOOD             NGS
 BJ0859  HISTORY     - 1986     GOOD             NGS
 BJ0859  HISTORY     - 1987     GOOD             LA-033
 BJ0859
 BJ0859                          STATION DESCRIPTION
 BJ0859
 BJ0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0859'IN BATON ROUGE.
 BJ0859'AT THE INTERSTATE HIGHWAY 110 OVERPASS OVER THE ILLINOIS CENTRAL
 BJ0859'RAILROAD, 16.8 FT NORTH OF THE NORTH RAIL, 20 FT SOUTH OF THE SOUTH
 BJ0859'CURB OF CHOCTAW DRIVE, 62 FT WEST OF THE CENTER LINE OF HIAWATHA
 BJ0859'STREET, SET VERTICALLY IN THE EAST FACE OF THE EAST ONE OF THE FIRST
 BJ0859'ROW OF CONCRETE SUPPORT PIERS NORTH OF THE RAILROAD, ABOUT 4 FT HIGHER
 BJ0859'THAN THE GROUND.
 BJ0859
 BJ0859                          STATION RECOVERY (1986)
 BJ0859
 BJ0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0859'RECOVERED IN GOOD CONDITION.
 BJ0859
 BJ0859                          STATION RECOVERY (1986)
 BJ0859
 BJ0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0859'RECOVERED IN GOOD CONDITION.
 BJ0859
 BJ0859                          STATION RECOVERY (1987)
 BJ0859
 BJ0859'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0347 ***********************************************************************
 BJ0347  DESIGNATION -  D 288
 BJ0347  PID         -  BJ0347
 BJ0347  STATE/COUNTY-  LA/ST LANDRY
 BJ0347  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0347
 BJ0347                         *CURRENT SURVEY CONTROL
 BJ0347  ___________________________________________________________________
 BJ0347* NAD 83(1986)-  30 30 25.     (N)    091 51 47.     (W)     SCALED    
 BJ0347* NAVD 88     -        11.867  (meters)      38.93   (feet)  ADJUSTED  
 BJ0347  ___________________________________________________________________
 BJ0347  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ0347  DYNAMIC HT  -          11.851 (meters)      38.88  (feet)  COMP
 BJ0347  MODELED GRAV-     979,336.4   (mgal)                       NAVD 88
 BJ0347
 BJ0347  VERT ORDER  -  FIRST     CLASS I
 BJ0347
 BJ0347.The horizontal coordinates were scaled from a topographic map and have
 BJ0347.an estimated accuracy of +/- 6 seconds.
 BJ0347
 BJ0347.The orthometric height was determined by differential leveling
 BJ0347.and adjusted by the National Geodetic Survey in February 1994..
 BJ0347
 BJ0347.The geoid height was determined by GEOID03.
 BJ0347
 BJ0347.The dynamic height is computed by dividing the NAVD 88
 BJ0347.geopotential number by the normal gravity value computed on the
 BJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0347.degrees latitude (g = 980.6199 gals.).
 BJ0347
 BJ0347.The modeled gravity was interpolated from observed gravity values.
 BJ0347
 BJ0347;                    North         East    Units  Estimated Accuracy
 BJ0347;SPC LA S     -   222,580.      949,150.      MT  (+/- 180 meters Scaled)
 BJ0347
 BJ0347                          SUPERSEDED SURVEY CONTROL
 BJ0347
 BJ0347  NAVD 88 (06/15/91)   11.883  (m)           38.99   (f) UNKNOWN     1 1
 BJ0347  NGVD 29 (??/??/??)   11.859  (m)           38.91   (f) ADJUSTED    1 1
 BJ0347
 BJ0347.Superseded values are not recommended for survey control.
 BJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0347.See file dsdata.txt to determine how the superseded data were derived.
 BJ0347
 BJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP090755(NAD 83)
 BJ0347_MARKER: DB = BENCH MARK DISK
 BJ0347_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0347+WITH SETTING: INTO GROUND
 BJ0347_SP_SET: METAL ROD WITH BASE PLATE
 BJ0347_STAMPING: D 288 1976
 BJ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0347+STABILITY: SURFACE MOTION
 BJ0347
 BJ0347  HISTORY     - Date     Condition        Report By
 BJ0347  HISTORY     - 1976     MONUMENTED       NGS
 BJ0347
 BJ0347                          STATION DESCRIPTION
 BJ0347
 BJ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0347'9.8 MI SW FROM KROTZ SPRINGS.
 BJ0347'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0347'OFFICE AT KROTZ SPRINGS, THENCE 3.0 MILES SOUTH ALONG THE TOP OF THE
 BJ0347'WEST ATCHAFALAYA FLOODWAY LEVEE, SET ON TOP OF LEVEE AT A POINT WHERE
 BJ0347'A DIRT ROAD LEADS SOUTHWEST DOWN TO A CATTLE CORRAL, 24.5 FT. WEST OF
 BJ0347'THE CENTER LINE OF THE LEVEE, 74 FT. SOUTH-SOUTHWEST OF THE CENTER
 BJ0347'LINE OF JUNCTION OF LEVEE ROAD AND DIRT ROAD, 33.5 FT. EAST OF
 BJ0347'THE CENTER LINE OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1279 ***********************************************************************
 BK1279  DESIGNATION -  D 29
 BK1279  PID         -  BK1279
 BK1279  STATE/COUNTY-  LA/VERNON
 BK1279  USGS QUAD   -  ROSEPINE (1994)
 BK1279
 BK1279                         *CURRENT SURVEY CONTROL
 BK1279  ___________________________________________________________________
 BK1279* NAD 83(1986)-  30 57 17.     (N)    093 16 55.     (W)     SCALED    
 BK1279* NAVD 88     -        71.04   (+/-2cm)     233.1    (feet)  VERTCON   
 BK1279  ___________________________________________________________________
 BK1279  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BK1279
 BK1279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1279
 BK1279.The horizontal coordinates were scaled from a topographic map and have
 BK1279.an estimated accuracy of +/- 6 seconds.
 BK1279
 BK1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1279.The vertical order pertains to the NGVD 29 superseded value.
 BK1279
 BK1279.The geoid height was determined by GEOID03.
 BK1279
 BK1279;                    North         East    Units  Estimated Accuracy
 BK1279;SPC LA N     -    50,690.      925,280.      MT  (+/- 180 meters Scaled)
 BK1279
 BK1279                          SUPERSEDED SURVEY CONTROL
 BK1279
 BK1279  NGVD 29 (??/??/??)   71.204  (m)          233.61   (f) ADJUSTED    2 0
 BK1279
 BK1279.Superseded values are not recommended for survey control.
 BK1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1279.See file dsdata.txt to determine how the superseded data were derived.
 BK1279
 BK1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ730246(NAD 83)
 BK1279_MARKER: DB = BENCH MARK DISK
 BK1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1279_SP_SET: CULVERT
 BK1279_STAMPING: D 29 1935
 BK1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1279
 BK1279  HISTORY     - Date     Condition        Report By
 BK1279  HISTORY     - 1935     MONUMENTED       CGS
 BK1279  HISTORY     - 1943     GOOD             CGS
 BK1279  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1279  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1279
 BK1279                          STATION DESCRIPTION
 BK1279
 BK1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1279'7.7 MI N FROM DE RIDDER.
 BK1279'IN VERNON PARISH, 7.7 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1279'RAILWAY FROM THE STATION AT DE RIDDER, BEAUREGARD PARISH, 0.4 MILE
 BK1279'NORTH OF MILEPOST 682, AT A CONCRETE CULVERT, IN THE TOP OF THE
 BK1279'SOUTHWEST CORNER OF THE WEST HEAD WALL, AND 12 FEET WEST OF THE
 BK1279'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 29 1935.
 BK1279
 BK1279                          STATION RECOVERY (1994)
 BK1279
 BK1279'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1279'MARK NOT FOUND.
 BK1279
 BK1279                          STATION RECOVERY (2001)
 BK1279
 BK1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1279'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0900 ***********************************************************************
 BJ0900  DESIGNATION -  D 290
 BJ0900  PID         -  BJ0900
 BJ0900  STATE/COUNTY-  LA/LIVINGSTON
 BJ0900  USGS QUAD   -  HOLDEN (1974)
 BJ0900
 BJ0900                         *CURRENT SURVEY CONTROL
 BJ0900  ___________________________________________________________________
 BJ0900* NAD 83(1986)-  30 30 11.     (N)    090 43 54.     (W)     SCALED    
 BJ0900* NAVD 88     -        12.559  (meters)      41.20   (feet)  ADJUSTED  
 BJ0900  ___________________________________________________________________
 BJ0900  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ0900  DYNAMIC HT  -          12.543 (meters)      41.15  (feet)  COMP
 BJ0900  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ0900
 BJ0900  VERT ORDER  -  FIRST     CLASS I
 BJ0900
 BJ0900.The horizontal coordinates were scaled from a topographic map and have
 BJ0900.an estimated accuracy of +/- 6 seconds.
 BJ0900
 BJ0900.The orthometric height was determined by differential leveling
 BJ0900.and adjusted by the National Geodetic Survey in February 1994..
 BJ0900
 BJ0900.The geoid height was determined by GEOID03.
 BJ0900
 BJ0900.The dynamic height is computed by dividing the NAVD 88
 BJ0900.geopotential number by the normal gravity value computed on the
 BJ0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0900.degrees latitude (g = 980.6199 gals.).
 BJ0900
 BJ0900.The modeled gravity was interpolated from observed gravity values.
 BJ0900
 BJ0900;                    North         East    Units  Estimated Accuracy
 BJ0900;SPC LA S     -   222,180.    1,057,760.      MT  (+/- 180 meters Scaled)
 BJ0900
 BJ0900                          SUPERSEDED SURVEY CONTROL
 BJ0900
 BJ0900  NAVD 88 (06/15/91)   12.604  (m)           41.35   (f) UNKNOWN     1 1
 BJ0900  NGVD 29 (??/??/??)   12.578  (m)           41.27   (f) ADJUSTED    1 1
 BJ0900
 BJ0900.Superseded values are not recommended for survey control.
 BJ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0900.See file dsdata.txt to determine how the superseded data were derived.
 BJ0900
 BJ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP176767(NAD 83)
 BJ0900_MARKER: DB = BENCH MARK DISK
 BJ0900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0900_SP_SET: CULVERT
 BJ0900_STAMPING: D 290 1976
 BJ0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0900
 BJ0900  HISTORY     - Date     Condition        Report By
 BJ0900  HISTORY     - 1976     MONUMENTED       NGS
 BJ0900
 BJ0900                          STATION DESCRIPTION
 BJ0900
 BJ0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0900'1.0 MI EAST FROM LIVINGSTON.
 BJ0900'1.0 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0900'HIGHWAY 63 (FROST ROAD), AT THE JUNCTION OF A DEAD END STREET
 BJ0900'LEADING SOUTH, 24 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, 97 FT
 BJ0900'EAST OF THE CENTER LINE OF THE STREET, IN THE TOP OF THE EAST END OF
 BJ0900'THE SOUTH CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, 0.5 FT.
 BJ0900'WEST OF THE EAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0245 ***********************************************************************
 BJ0245  DESIGNATION -  D 291
 BJ0245  PID         -  BJ0245
 BJ0245  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0245  USGS QUAD   -  MELVILLE (1994)
 BJ0245
 BJ0245                         *CURRENT SURVEY CONTROL
 BJ0245  ___________________________________________________________________
 BJ0245* NAD 83(1986)-  30 42 26.     (N)    091 39 38.     (W)     SCALED    
 BJ0245* NAVD 88     -         8.902  (meters)      29.21   (feet)  ADJUSTED  
 BJ0245  ___________________________________________________________________
 BJ0245  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0245  DYNAMIC HT  -           8.891 (meters)      29.17  (feet)  COMP
 BJ0245  MODELED GRAV-     979,361.0   (mgal)                       NAVD 88
 BJ0245
 BJ0245  VERT ORDER  -  FIRST     CLASS I
 BJ0245
 BJ0245.The horizontal coordinates were scaled from a topographic map and have
 BJ0245.an estimated accuracy of +/- 6 seconds.
 BJ0245
 BJ0245.The orthometric height was determined by differential leveling
 BJ0245.and adjusted by the National Geodetic Survey in February 1994..
 BJ0245
 BJ0245.The geoid height was determined by GEOID03.
 BJ0245
 BJ0245.The dynamic height is computed by dividing the NAVD 88
 BJ0245.geopotential number by the normal gravity value computed on the
 BJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0245.degrees latitude (g = 980.6199 gals.).
 BJ0245
 BJ0245.The modeled gravity was interpolated from observed gravity values.
 BJ0245
 BJ0245;                    North         East    Units  Estimated Accuracy
 BJ0245;SPC LA S     -   244,710.      968,650.      MT  (+/- 180 meters Scaled)
 BJ0245
 BJ0245                          SUPERSEDED SURVEY CONTROL
 BJ0245
 BJ0245  NGVD 29 (??/??/??)    8.901  (m)           29.20   (f) ADJUSTED    1 1
 BJ0245
 BJ0245.Superseded values are not recommended for survey control.
 BJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0245.See file dsdata.txt to determine how the superseded data were derived.
 BJ0245
 BJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP282979(NAD 83)
 BJ0245_MARKER: DB = BENCH MARK DISK
 BJ0245_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0245+WITH SETTING: INTO GROUND
 BJ0245_SP_SET: METAL ROD WITH BASE PLATE
 BJ0245_STAMPING: D 291 1976
 BJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0245+STABILITY: SURFACE MOTION
 BJ0245
 BJ0245  HISTORY     - Date     Condition        Report By
 BJ0245  HISTORY     - 1976     MONUMENTED       NGS
 BJ0245
 BJ0245                          STATION DESCRIPTION
 BJ0245
 BJ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0245'6.4 MI SW FROM MORGANZA.
 BJ0245'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0245'HIGHWAY 10, THENCE 5.6 MILES WEST AND SOUTH ALONG A LEVEE ROAD,
 BJ0245'149 FT EAST OF THE CENTER LINE OF THE ROAD, 142 FT EAST OF THE
 BJ0245'SOUTHEAST CORNER OF A STEEL CATTLEGUARD, 17 FT EAST OF THE EAST
 BJ0245'END OF A GATE, 1.5 FT SOUTH OF A FENCE. THE DISK IS 0.6 FT BELOW
 BJ0245'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0245'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0274 ***********************************************************************
 BJ0274  DESIGNATION -  D 292
 BJ0274  PID         -  BJ0274
 BJ0274  STATE/COUNTY-  LA/IBERVILLE
 BJ0274  USGS QUAD   -  MARINGOUIN (1992)
 BJ0274
 BJ0274                         *CURRENT SURVEY CONTROL
 BJ0274  ___________________________________________________________________
 BJ0274* NAD 83(1986)-  30 28 02.     (N)    091 32 41.     (W)     SCALED    
 BJ0274* NAVD 88     -         5.624  (meters)      18.45   (feet)  ADJUSTED  
 BJ0274  ___________________________________________________________________
 BJ0274  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0274  DYNAMIC HT  -           5.616 (meters)      18.43  (feet)  COMP
 BJ0274  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 BJ0274
 BJ0274  VERT ORDER  -  FIRST     CLASS I
 BJ0274
 BJ0274.The horizontal coordinates were scaled from a topographic map and have
 BJ0274.an estimated accuracy of +/- 6 seconds.
 BJ0274
 BJ0274.The orthometric height was determined by differential leveling
 BJ0274.and adjusted by the National Geodetic Survey in February 1994..
 BJ0274
 BJ0274.The geoid height was determined by GEOID03.
 BJ0274
 BJ0274.The dynamic height is computed by dividing the NAVD 88
 BJ0274.geopotential number by the normal gravity value computed on the
 BJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0274.degrees latitude (g = 980.6199 gals.).
 BJ0274
 BJ0274.The modeled gravity was interpolated from observed gravity values.
 BJ0274
 BJ0274;                    North         East    Units  Estimated Accuracy
 BJ0274;SPC LA S     -   218,080.      979,700.      MT  (+/- 180 meters Scaled)
 BJ0274
 BJ0274                          SUPERSEDED SURVEY CONTROL
 BJ0274
 BJ0274  NGVD 29 (??/??/??)    5.640  (m)           18.50   (f) ADJUSTED    1 1
 BJ0274
 BJ0274.Superseded values are not recommended for survey control.
 BJ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0274.See file dsdata.txt to determine how the superseded data were derived.
 BJ0274
 BJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP397714(NAD 83)
 BJ0274_MARKER: DB = BENCH MARK DISK
 BJ0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0274_SP_SET: BRIDGE
 BJ0274_STAMPING: D 292 1976
 BJ0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0274+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 BJ0274
 BJ0274  HISTORY     - Date     Condition        Report By
 BJ0274  HISTORY     - 1976     MONUMENTED       NGS
 BJ0274  HISTORY     - 20060718 GOOD             AERODA
 BJ0274
 BJ0274                          STATION DESCRIPTION
 BJ0274
 BJ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0274'3.7 MI WEST FROM MARINGOUIN.
 BJ0274'2.0 MILES SOUTHWEST ALONG BELMONT LANE FROM THE JUNCTION OF STATE
 BJ0274'HIGHWAY 77, THENCE 1.7 MILES SOUTH ALONG A LEVEE ROAD, AT THE
 BJ0274'JUNCTION OF AN ASPHALT ROAD LEADING NORTHEAST, 134 FT EAST OF THE
 BJ0274'CENTER LINE OF THE LEVEE ROAD, 10 FT NORTH OF THE CENTER LINE OF
 BJ0274'A BRIDGE, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE CURB OF
 BJ0274'A CONCRETE BRIDGE, 0.9 FT EAST OF THE WEST END OF THE BRIDGE.
 BJ0274
 BJ0274                          STATION RECOVERY (2006)
 BJ0274
 BJ0274'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0274'USE N30 28 1.59 W091 32 41.81 TO LOCATE MARK.
 BJ0274'3.7 MI WEST FROM MARINGOUIN.  2.0 MILES SOUTHWEST ALONG BELMONT LANE
 BJ0274'FROM THE JUNCTION OF STATE HIGHWAY 77, THENCE 1.7 MILES SOUTH ALONG A
 BJ0274'LEVEE ROAD, AT THE JUNCTION OF MUSSON LANE LEADING NORTHEAST, 134 FT
 BJ0274'EAST OF THE CENTER LINE OF THE LEVEE ROAD, 10 FT NORTH OF THE CENTER
 BJ0274'LINE OF A BRIDGE, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 BJ0274'CURB OF A CONCRETE BRIDGE, 0.9 FT EAST OF THE WEST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0194 ***********************************************************************
 BJ0194  DESIGNATION -  D 293
 BJ0194  PID         -  BJ0194
 BJ0194  STATE/COUNTY-  LA/ST LANDRY
 BJ0194  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0194
 BJ0194                         *CURRENT SURVEY CONTROL
 BJ0194  ___________________________________________________________________
 BJ0194* NAD 83(1986)-  30 47 39.     (N)    091 47 41.     (W)     SCALED    
 BJ0194* NAVD 88     -        11.298  (meters)      37.07   (feet)  ADJUSTED  
 BJ0194  ___________________________________________________________________
 BJ0194  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0194  DYNAMIC HT  -          11.284 (meters)      37.02  (feet)  COMP
 BJ0194  MODELED GRAV-     979,369.5   (mgal)                       NAVD 88
 BJ0194
 BJ0194  VERT ORDER  -  FIRST     CLASS I
 BJ0194
 BJ0194.The horizontal coordinates were scaled from a topographic map and have
 BJ0194.an estimated accuracy of +/- 6 seconds.
 BJ0194
 BJ0194.The orthometric height was determined by differential leveling
 BJ0194.and adjusted by the National Geodetic Survey in February 1994..
 BJ0194
 BJ0194.The geoid height was determined by GEOID03.
 BJ0194
 BJ0194.The dynamic height is computed by dividing the NAVD 88
 BJ0194.geopotential number by the normal gravity value computed on the
 BJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0194.degrees latitude (g = 980.6199 gals.).
 BJ0194
 BJ0194.The modeled gravity was interpolated from observed gravity values.
 BJ0194
 BJ0194;                    North         East    Units  Estimated Accuracy
 BJ0194;SPC LA S     -   254,390.      955,840.      MT  (+/- 180 meters Scaled)
 BJ0194
 BJ0194                          SUPERSEDED SURVEY CONTROL
 BJ0194
 BJ0194  NAVD 88 (06/15/91)   11.333  (m)           37.18   (f) UNKNOWN     1 1
 BJ0194  NGVD 29 (??/??/??)   11.293  (m)           37.05   (f) ADJUSTED    1 1
 BJ0194
 BJ0194.Superseded values are not recommended for survey control.
 BJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0194.See file dsdata.txt to determine how the superseded data were derived.
 BJ0194
 BJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ153074(NAD 83)
 BJ0194_MARKER: DB = BENCH MARK DISK
 BJ0194_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0194_SP_SET: COPPER-CLAD STEEL ROD
 BJ0194_STAMPING: D 293 1976
 BJ0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0194
 BJ0194  HISTORY     - Date     Condition        Report By
 BJ0194  HISTORY     - 1976     MONUMENTED       NGS
 BJ0194  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 BJ0194
 BJ0194                          STATION DESCRIPTION
 BJ0194
 BJ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0194'8.6 MI NORTH FROM MELVILLE.
 BJ0194'8.6 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0194'RAILROAD OVERPASS, 0.5 MILE SOUTHEAST OF THE JUNCTION OF STATE
 BJ0194'HIGHWAY 360, AT THE CROSSING OF A POWER LINE, 41 FT NORTHEAST OF
 BJ0194'THE CENTER LINE OF THE HIGHWAY, 15 FT NORTHEAST OF THE CENTER LINE
 BJ0194'OF A FIELD ENTRANCE ROAD, 31 FT WEST OF A T JUNCTION FENCE POST,
 BJ0194'20.5 FT NORTHWEST OF THE NORTHEAST END OF A METAL GATE, 2 FT NORTH
 BJ0194'OF A POWER LINE POLE WITH A GUY WIRE, THE DISK IS 0.4 FT BELOW THE
 BJ0194'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0194'SCREW PLUG.
 BJ0194
 BJ0194                          STATION RECOVERY (2004)
 BJ0194
 BJ0194'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0753 ***********************************************************************
 BJ0753  DESIGNATION -  D 294
 BJ0753  PID         -  BJ0753
 BJ0753  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0753  USGS QUAD   -  FORDOCHE (1969)
 BJ0753
 BJ0753                         *CURRENT SURVEY CONTROL
 BJ0753  ___________________________________________________________________
 BJ0753* NAD 83(1986)-  30 33 20.     (N)    091 35 53.     (W)     SCALED    
 BJ0753* NAVD 88     -         7.924  (meters)      26.00   (feet)  ADJUSTED  
 BJ0753  ___________________________________________________________________
 BJ0753  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0753  DYNAMIC HT  -           7.913 (meters)      25.96  (feet)  COMP
 BJ0753  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BJ0753
 BJ0753  VERT ORDER  -  FIRST     CLASS I
 BJ0753
 BJ0753.The horizontal coordinates were scaled from a topographic map and have
 BJ0753.an estimated accuracy of +/- 6 seconds.
 BJ0753
 BJ0753.The orthometric height was determined by differential leveling
 BJ0753.and adjusted by the National Geodetic Survey in February 1994..
 BJ0753
 BJ0753.The geoid height was determined by GEOID03.
 BJ0753
 BJ0753.The dynamic height is computed by dividing the NAVD 88
 BJ0753.geopotential number by the normal gravity value computed on the
 BJ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0753.degrees latitude (g = 980.6199 gals.).
 BJ0753
 BJ0753.The modeled gravity was interpolated from observed gravity values.
 BJ0753
 BJ0753;                    North         East    Units  Estimated Accuracy
 BJ0753;SPC LA S     -   227,880.      974,600.      MT  (+/- 180 meters Scaled)
 BJ0753
 BJ0753                          SUPERSEDED SURVEY CONTROL
 BJ0753
 BJ0753  NAVD 88 (06/15/91)    7.966  (m)           26.14   (f) UNKNOWN     1 1
 BJ0753  NGVD 29 (??/??/??)    7.929  (m)           26.01   (f) ADJUSTED    1 1
 BJ0753
 BJ0753.Superseded values are not recommended for survey control.
 BJ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0753.See file dsdata.txt to determine how the superseded data were derived.
 BJ0753
 BJ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP344811(NAD 83)
 BJ0753_MARKER: DB = BENCH MARK DISK
 BJ0753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0753_SP_SET: HEADWALL
 BJ0753_STAMPING: D 294 1976
 BJ0753_MARK LOGO: NGS   
 BJ0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0753+STABILITY: SURFACE MOTION
 BJ0753
 BJ0753  HISTORY     - Date     Condition        Report By
 BJ0753  HISTORY     - 1976     MONUMENTED       NGS
 BJ0753  HISTORY     - 1986     GOOD             NGS
 BJ0753
 BJ0753                          STATION DESCRIPTION
 BJ0753
 BJ0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0753'2.4 MI WEST FROM LIVONIA.
 BJ0753'2.4 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0753'HIGHWAY 81, 2.65 MILES EAST OF LOTTIE, AT THE JUNCTION OF STATE
 BJ0753'HIGHWAY 976, 298 FT. EAST OF THE CENTER LINE OF STATE HIGHWAY 976,
 BJ0753'27 FT. SOUTH OF THE CENTER LINE OF THE SOUTH HIGHWAY LANES, IN THE
 BJ0753'TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A LARGE
 BJ0753'CULVERT, 0.6 FT. WEST OF THE EAST END OF THE HEAD WALL.
 BJ0753
 BJ0753                          STATION RECOVERY (1986)
 BJ0753
 BJ0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0931 ***********************************************************************
 BJ0931  DESIGNATION -  D 295
 BJ0931  PID         -  BJ0931
 BJ0931  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0931  USGS QUAD   -  HAMMOND (1994)
 BJ0931
 BJ0931                         *CURRENT SURVEY CONTROL
 BJ0931  ___________________________________________________________________
 BJ0931* NAD 83(1986)-  30 30 21.     (N)    090 28 00.     (W)     SCALED    
 BJ0931* NAVD 88     -        11.393  (meters)      37.38   (feet)  ADJUSTED  
 BJ0931  ___________________________________________________________________
 BJ0931  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0931  DYNAMIC HT  -          11.378 (meters)      37.33  (feet)  COMP
 BJ0931  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BJ0931
 BJ0931  VERT ORDER  -  FIRST     CLASS I
 BJ0931
 BJ0931.The horizontal coordinates were scaled from a topographic map and have
 BJ0931.an estimated accuracy of +/- 6 seconds.
 BJ0931
 BJ0931.The orthometric height was determined by differential leveling
 BJ0931.and adjusted by the National Geodetic Survey in February 1994..
 BJ0931
 BJ0931.The geoid height was determined by GEOID03.
 BJ0931
 BJ0931.The dynamic height is computed by dividing the NAVD 88
 BJ0931.geopotential number by the normal gravity value computed on the
 BJ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0931.degrees latitude (g = 980.6199 gals.).
 BJ0931
 BJ0931.The modeled gravity was interpolated from observed gravity values.
 BJ0931
 BJ0931;                    North         East    Units  Estimated Accuracy
 BJ0931;SPC LA S     -   222,650.    1,083,190.      MT  (+/- 180 meters Scaled)
 BJ0931
 BJ0931                          SUPERSEDED SURVEY CONTROL
 BJ0931
 BJ0931  NAVD 88 (06/15/91)   11.428  (m)           37.49   (f) UNKNOWN     1 1
 BJ0931  NGVD 29 (??/??/??)   11.408  (m)           37.43   (f) ADJUSTED    1 1
 BJ0931
 BJ0931.Superseded values are not recommended for survey control.
 BJ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0931.See file dsdata.txt to determine how the superseded data were derived.
 BJ0931
 BJ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP431775(NAD 83)
 BJ0931_MARKER: DB = BENCH MARK DISK
 BJ0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0931_SP_SET: CULVERT
 BJ0931_STAMPING: D 295 1976
 BJ0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0931
 BJ0931  HISTORY     - Date     Condition        Report By
 BJ0931  HISTORY     - 1976     MONUMENTED       NGS
 BJ0931  HISTORY     - 20060720 MARK NOT FOUND   NGS
 BJ0931
 BJ0931                          STATION DESCRIPTION
 BJ0931
 BJ0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0931'IN HAMMOND.
 BJ0931'AT HAMMOND, 0.35 MILE WEST ALONG WEST CHURCH STREET FROM THE
 BJ0931'ILLINOIS CENTRAL RAILROAD STATION, AT THE NORTHEAST CORNER OF THE
 BJ0931'JUNCTION OF WEST CHURCH STREET AND NORTH HAZEL STREET, 31 FT NORTH
 BJ0931'OF THE CENTER LINE OF WEST CHURCH STREET, 15 FT EAST OF THE CENTER
 BJ0931'LINE OF NORTH HAZEL STREET, IN THE TOP OF THE WEST END OF THE NORTH
 BJ0931'CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, 0.8 FT EAST OF THE
 BJ0931'WEST END OF THE HEAD WALL.
 BJ0931
 BJ0931                          STATION RECOVERY (2006)
 BJ0931
 BJ0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ0931'NO HEADWALL PRESENT AND LOTS OF NEW CONCRETE PADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6295 ***********************************************************************
 AH6295  DESIGNATION -  D 3
 AH6295  PID         -  AH6295
 AH6295  STATE/COUNTY-  LA/TERREBONNE
 AH6295  USGS QUAD   -  LAKE THERIOT (1994)
 AH6295
 AH6295                         *CURRENT SURVEY CONTROL
 AH6295  ___________________________________________________________________
 AH6295* NAD 83(1992)-  29 25 05.54802(N)    090 46 20.03111(W)     ADJUSTED  
 AH6295* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6295  **This station is located in a subsidence area (see below).
 AH6295  ___________________________________________________________________
 AH6295  X           -     -74,937.904 (meters)                     COMP
 AH6295  Y           -  -5,559,691.819 (meters)                     COMP
 AH6295  Z           -   3,114,349.051 (meters)                     COMP
 AH6295  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6295  ELLIP HEIGHT-         -23.91  (meters)          (02/21/02) GPS OBS
 AH6295  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AH6295
 AH6295  HORZ ORDER  -  FIRST
 AH6295  ELLP ORDER  -  FIFTH     CLASS I
 AH6295
 AH6295.The horizontal coordinates were established by GPS observations
 AH6295.and adjusted by the National Geodetic Survey in December 1998..
 AH6295
 AH6295 ** The orthometric height has not been validated since last determined
 AH6295 ** by differential leveling and should not be used for control purposes.
 AH6295 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6295 ** area with valid NAVD 88 orthometric heights.
 AH6295 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6295 ** epoch indicated which incorporates improved geoid heights for the
 AH6295 ** Southern Louisiana Subsidence area.
 AH6295 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6295.The orthometric height was determined by GPS observations and a
 AH6295.high-resolution geoid model.
 AH6295
 AH6295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6295
 AH6295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6295
 AH6295.The ellipsoidal height was determined by GPS observations
 AH6295.and is referenced to NAD 83.
 AH6295
 AH6295.The geoid height was determined by GEOID03.
 AH6295
 AH6295;                    North         East     Units Scale Factor Converg.
 AH6295;SPC LA S     -   101,913.161 1,054,450.222   MT  0.99997708   +0 16 50.0
 AH6295;SPC LA S     -   334,360.10  3,459,475.44   sFT  0.99997708   +0 16 50.0
 AH6295;UTM  15      - 3,256,385.429   716,133.773   MT  1.00017644   +1 05 40.8
 AH6295
 AH6295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6295!SPC LA S     -   1.00000376  x   0.99997708  =   0.99998084
 AH6295!UTM  15      -   1.00000376  x   1.00017644  =   1.00018020
 AH6295
 AH6295:                Primary Azimuth Mark                     Grid Az
 AH6295:SPC LA S     -  D 3 AZ MK                                049 25 06.6
 AH6295:UTM  15      -  D 3 AZ MK                                048 36 15.8
 AH6295
 AH6295|---------------------------------------------------------------------|
 AH6295| PID    Reference Object                     Distance      Geod. Az  |
 AH6295|                                                           dddmmss.s |
 AH6295| AH6294 D 3 AZ MK                           485.366 METERS 0494156.6 |
 AH6295|---------------------------------------------------------------------|
 AH6295
 AH6295                          SUPERSEDED SURVEY CONTROL
 AH6295
 AH6295  ELLIP H (12/17/98)  -23.90   (m)                       GP(       ) 4 2
 AH6295
 AH6295.Superseded values are not recommended for survey control.
 AH6295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6295.See file dsdata.txt to determine how the superseded data were derived.
 AH6295
 AH6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1613456385(NAD 83)
 AH6295_MARKER: DD = SURVEY DISK
 AH6295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6295_STAMPING: D-3 1993
 AH6295_MARK LOGO: TPCG  
 AH6295_PROJECTION: FLUSH
 AH6295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6295+STABILITY: SURFACE MOTION
 AH6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6295+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6295
 AH6295  HISTORY     - Date     Condition        Report By
 AH6295  HISTORY     - 1993     MONUMENTED       GSENG
 AH6295
 AH6295                          STATION DESCRIPTION
 AH6295
 AH6295'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6295'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6295'LA. HIGHWAY 315, (TOWNSHIP 19 SOUTH RANGE 17 EAST SECTION 52).
 AH6295'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6295'THE GROUND. MONUMENT IS ABOUT 0.78 MI (1.26 KM) NORTH OF THE
 AH6295'CENTERLINE OF THE FALGOUT CANAL BRIDGE, 17.95 FT (5.47 M) NORTH OF A
 AH6295'CHISLED LINE ACROSS THE CENTERLINE OF LA. HIGHWAY 315, 95.21 FT (29.02
 AH6295'M) SOUTHEAST OF A NAIL/BOTTLE CAP IN POWER POLE, 83.25 FT (25.37 M)
 AH6295'NORTHWEST OF A NAIL/BOTTLE CAP IN THE TOP OF A 4 INCH FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6294 ***********************************************************************
 AH6294  DESIGNATION -  D 3 AZ MK
 AH6294  PID         -  AH6294
 AH6294  STATE/COUNTY-  LA/TERREBONNE
 AH6294  USGS QUAD   -  LAKE THERIOT (1994)
 AH6294
 AH6294                         *CURRENT SURVEY CONTROL
 AH6294  ___________________________________________________________________
 AH6294* NAD 83(1992)-  29 25 15.74398(N)    090 46 06.29877(W)     ADJUSTED  
 AH6294* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6294  **This station is located in a subsidence area (see below).
 AH6294  ___________________________________________________________________
 AH6294  X           -     -74,565.695 (meters)                     COMP
 AH6294  Y           -  -5,559,542.807 (meters)                     COMP
 AH6294  Z           -   3,114,622.610 (meters)                     COMP
 AH6294  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6294  ELLIP HEIGHT-         -23.68  (meters)          (02/21/02) GPS OBS
 AH6294  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AH6294
 AH6294  HORZ ORDER  -  FIRST
 AH6294  ELLP ORDER  -  FIFTH     CLASS I
 AH6294
 AH6294.The horizontal coordinates were established by GPS observations
 AH6294.and adjusted by the National Geodetic Survey in December 1998..
 AH6294
 AH6294 ** The orthometric height has not been validated since last determined
 AH6294 ** by differential leveling and should not be used for control purposes.
 AH6294 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6294 ** area with valid NAVD 88 orthometric heights.
 AH6294 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6294 ** epoch indicated which incorporates improved geoid heights for the
 AH6294 ** Southern Louisiana Subsidence area.
 AH6294 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6294.The orthometric height was determined by GPS observations and a
 AH6294.high-resolution geoid model.
 AH6294
 AH6294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6294
 AH6294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6294
 AH6294.The ellipsoidal height was determined by GPS observations
 AH6294.and is referenced to NAD 83.
 AH6294
 AH6294.The geoid height was determined by GEOID03.
 AH6294
 AH6294;                    North         East     Units Scale Factor Converg.
 AH6294;SPC LA S     -   102,228.899 1,054,818.840   MT  0.99997659   +0 16 56.9
 AH6294;SPC LA S     -   335,395.98  3,460,684.81   sFT  0.99997659   +0 16 56.9
 AH6294;UTM  15      - 3,256,706.436   716,497.941   MT  1.00017839   +1 05 47.9
 AH6294
 AH6294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6294!SPC LA S     -   1.00000372  x   0.99997659  =   0.99998031
 AH6294!UTM  15      -   1.00000372  x   1.00017839  =   1.00018211
 AH6294
 AH6294:                Primary Azimuth Mark                     Grid Az
 AH6294:SPC LA S     -  D 3                                      229 25 06.4
 AH6294:UTM  15      -  D 3                                      228 36 15.4
 AH6294
 AH6294|---------------------------------------------------------------------|
 AH6294| PID    Reference Object                     Distance      Geod. Az  |
 AH6294|                                                           dddmmss.s |
 AH6294| AH6295 D 3                                 485.366 METERS 2294203.3 |
 AH6294|---------------------------------------------------------------------|
 AH6294
 AH6294                          SUPERSEDED SURVEY CONTROL
 AH6294
 AH6294  ELLIP H (12/17/98)  -23.67   (m)                       GP(       ) 4 2
 AH6294
 AH6294.Superseded values are not recommended for survey control.
 AH6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6294.See file dsdata.txt to determine how the superseded data were derived.
 AH6294
 AH6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1649856706(NAD 83)
 AH6294_MARKER: DD = SURVEY DISK
 AH6294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6294_STAMPING: D-3 AZ MK 1993
 AH6294_MARK LOGO: TPCG  
 AH6294_PROJECTION: FLUSH
 AH6294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6294+STABILITY: SURFACE MOTION
 AH6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6294+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6294
 AH6294  HISTORY     - Date     Condition        Report By
 AH6294  HISTORY     - 1993     MONUMENTED       GSENG
 AH6294
 AH6294                          STATION DESCRIPTION
 AH6294
 AH6294'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6294'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6294'LA. HIGHWAY 315, (TOWNSHIP 19 SOUTH RANGE 17 EAST SECTION 51).
 AH6294'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6294'THE GROUND. MONUMENT IS ABOUT 1.08 MI (1.74 KM) NORTH OF THE
 AH6294'CENTERLINE OF THE FALGOUT CANAL BRIDGE, 16.20 FT (4.94 M) NORTH OF THE
 AH6294'CENTERLINE OF LA. HIGHWAY 315, 18.35 FT (5.59 M) SOUTHEAST OF THE
 AH6294'CENTERLINE OF THE NORTH HEADWALL OF A CROSS-DRAIN UNDER THE HIGHWAY,
 AH6294'41.60 FT (12.68 M)  NORTH OF THE CENTERLINE OF THE SOUTH HEADWALL OF A
 AH6294'CROSS-DRAIN UNDER THE HIGHWAY, 82.10 FT (25.02 M) NORTHWEST OF A
 AH6294'NAIL/BOTTLE CAP IN A 10 INCH GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2774 ***********************************************************************
 BJ2774  DESIGNATION -  D 30
 BJ2774  PID         -  BJ2774
 BJ2774  STATE/COUNTY-  LA/ST LANDRY
 BJ2774  USGS QUAD   -  PORT BARRE (1994)
 BJ2774
 BJ2774                         *CURRENT SURVEY CONTROL
 BJ2774  ___________________________________________________________________
 BJ2774* NAD 83(1986)-  30 32 37.     (N)    091 58 25.     (W)     SCALED    
 BJ2774* NAVD 88     -         9.44   (+/-2cm)      31.0    (feet)  VERTCON   
 BJ2774  ___________________________________________________________________
 BJ2774  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2774
 BJ2774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2774
 BJ2774.The horizontal coordinates were scaled from a topographic map and have
 BJ2774.an estimated accuracy of +/- 6 seconds.
 BJ2774
 BJ2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2774.The vertical order pertains to the NGVD 29 superseded value.
 BJ2774
 BJ2774.The geoid height was determined by GEOID03.
 BJ2774
 BJ2774;                    North         East    Units  Estimated Accuracy
 BJ2774;SPC LA S     -   226,700.      938,560.      MT  (+/- 180 meters Scaled)
 BJ2774
 BJ2774                          SUPERSEDED SURVEY CONTROL
 BJ2774
 BJ2774  NGVD 29 (??/??/??)    9.411  (m)           30.88   (f) ADJUSTED    2 0
 BJ2774
 BJ2774.Superseded values are not recommended for survey control.
 BJ2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2774.See file dsdata.txt to determine how the superseded data were derived.
 BJ2774
 BJ2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP984794(NAD 83)
 BJ2774_MARKER: DB = BENCH MARK DISK
 BJ2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2774_STAMPING: D-30 1935
 BJ2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2774+STABILITY: SURFACE MOTION
 BJ2774
 BJ2774  HISTORY     - Date     Condition        Report By
 BJ2774  HISTORY     - 1935     MONUMENTED       CGS
 BJ2774  HISTORY     - 1973     GOOD             LADTD
 BJ2774  HISTORY     - 1975     GOOD             LADTD
 BJ2774
 BJ2774                          STATION DESCRIPTION
 BJ2774
 BJ2774'DESCRIBED BY LA TRANSP AND DEV 1973
 BJ2774'6.4 MI E FROM OPELOUSAS.
 BJ2774'FROM THE MISSOURI PACIFIC STATION IN OPELOUSAS, THENCE ABOUT 6.4 MILES
 BJ2774'EAST ALONG THE MISSOURI PACIFIC RAILROAD TO THE INTERSECTION OF LA.
 BJ2774'HIGHWAY 742, ABOUT 0.90 MILES WEST ALONG MISSOURI PACIFIC RAILROAD
 BJ2774'FROM THE STATION IN PORT BARRE, 46.4 FEET SOUTH OF THE CENTERLINE OF
 BJ2774'THE R.R. TRACK, 44.0 FEET WEST OF THE CENTERLINE OF LA. HIGHWAY 742, 4
 BJ2774'FEET NORTH NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE CORNER, AND
 BJ2774'ON RAILROAD RIGHT OF WAY, 2.1 FEET NORTHWEST OF A STEEL WITNESS POST,
 BJ2774'DISK IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES. SEC 4, T 6S, R
 BJ2774'5E.
 BJ2774
 BJ2774                          STATION RECOVERY (1975)
 BJ2774
 BJ2774'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ2774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2252 ***********************************************************************
 BX2252  DESIGNATION -  D 301
 BX2252  PID         -  BX2252
 BX2252  STATE/COUNTY-  LA/RAPIDES
 BX2252  USGS QUAD   -  LATANIER (1993)
 BX2252
 BX2252                         *CURRENT SURVEY CONTROL
 BX2252  ___________________________________________________________________
 BX2252* NAD 83(1986)-  31 10 23.     (N)    092 17 23.     (W)     SCALED    
 BX2252* NAVD 88     -        20.401  (meters)      66.93   (feet)  ADJUSTED  
 BX2252  ___________________________________________________________________
 BX2252  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX2252  DYNAMIC HT  -          20.376 (meters)      66.85  (feet)  COMP
 BX2252  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 BX2252
 BX2252  VERT ORDER  -  FIRST     CLASS I
 BX2252
 BX2252.The horizontal coordinates were scaled from a topographic map and have
 BX2252.an estimated accuracy of +/- 6 seconds.
 BX2252
 BX2252.The orthometric height was determined by differential leveling
 BX2252.and adjusted by the National Geodetic Survey in February 1994..
 BX2252
 BX2252.The geoid height was determined by GEOID03.
 BX2252
 BX2252.The dynamic height is computed by dividing the NAVD 88
 BX2252.geopotential number by the normal gravity value computed on the
 BX2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2252.degrees latitude (g = 980.6199 gals.).
 BX2252
 BX2252.The modeled gravity was interpolated from observed gravity values.
 BX2252
 BX2252;                    North         East    Units  Estimated Accuracy
 BX2252;SPC LA N     -    74,650.    1,020,050.      MT  (+/- 180 meters Scaled)
 BX2252
 BX2252                          SUPERSEDED SURVEY CONTROL
 BX2252
 BX2252  NAVD 88 (06/15/91)   20.404  (m)           66.94   (f) UNKNOWN     1 1
 BX2252  NGVD 29 (??/??/??)   20.379  (m)           66.86   (f) ADJUSTED    1 1
 BX2252
 BX2252.Superseded values are not recommended for survey control.
 BX2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2252.See file dsdata.txt to determine how the superseded data were derived.
 BX2252
 BX2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ676489(NAD 83)
 BX2252_MARKER: DB = BENCH MARK DISK
 BX2252_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2252+WITH SETTING: INTO GROUND
 BX2252_SP_SET: METAL ROD WITH BASE PLATE
 BX2252_STAMPING: D 301 1977
 BX2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2252+STABILITY: SURFACE MOTION
 BX2252
 BX2252  HISTORY     - Date     Condition        Report By
 BX2252  HISTORY     - 1977     MONUMENTED       NGS
 BX2252  HISTORY     - 19990424 GOOD             USPSQD
 BX2252
 BX2252                          STATION DESCRIPTION
 BX2252
 BX2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2252'1.0 MI WEST FROM POLAND.
 BX2252'1.0 MILE WEST ALONG STATE HIGHWAY 457 FROM THE SCHOOL AT POLAND,
 BX2252'ON PROPERTY OWNED BY MR. GEORGE R. WHITE, 120 FEET EAST OF THE
 BX2252'CENTER OF A DRIVEWAY, 36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 BX2252'5 FEET SOUTHWEST OF A FENCE CORNER, AND 1 FOOT NORTH OF WOOD FENCE.
 BX2252
 BX2252                          STATION RECOVERY (1999)
 BX2252
 BX2252'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2232 ***********************************************************************
 BX2232  DESIGNATION -  D 302
 BX2232  PID         -  BX2232
 BX2232  STATE/COUNTY-  LA/AVOYELLES
 BX2232  USGS QUAD   -  EFFIE (1983)
 BX2232
 BX2232                         *CURRENT SURVEY CONTROL
 BX2232  ___________________________________________________________________
 BX2232* NAD 83(1986)-  31 13 29.     (N)    092 07 30.     (W)     SCALED    
 BX2232* NAVD 88     -        17.726  (meters)      58.16   (feet)  ADJUSTED  
 BX2232  ___________________________________________________________________
 BX2232  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX2232  DYNAMIC HT  -          17.704 (meters)      58.08  (feet)  COMP
 BX2232  MODELED GRAV-     979,404.4   (mgal)                       NAVD 88
 BX2232
 BX2232  VERT ORDER  -  FIRST     CLASS I
 BX2232
 BX2232.The horizontal coordinates were scaled from a topographic map and have
 BX2232.an estimated accuracy of +/- 6 seconds.
 BX2232
 BX2232.The orthometric height was determined by differential leveling
 BX2232.and adjusted by the National Geodetic Survey in February 1994..
 BX2232
 BX2232.The geoid height was determined by GEOID03.
 BX2232
 BX2232.The dynamic height is computed by dividing the NAVD 88
 BX2232.geopotential number by the normal gravity value computed on the
 BX2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2232.degrees latitude (g = 980.6199 gals.).
 BX2232
 BX2232.The modeled gravity was interpolated from observed gravity values.
 BX2232
 BX2232;                    North         East    Units  Estimated Accuracy
 BX2232;SPC LA N     -    80,420.    1,035,730.      MT  (+/- 180 meters Scaled)
 BX2232
 BX2232                          SUPERSEDED SURVEY CONTROL
 BX2232
 BX2232  NAVD 88 (06/15/91)   17.734  (m)           58.18   (f) UNKNOWN     1 1
 BX2232  NGVD 29 (??/??/??)   17.689  (m)           58.03   (f) ADJUSTED    1 1
 BX2232
 BX2232.Superseded values are not recommended for survey control.
 BX2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2232.See file dsdata.txt to determine how the superseded data were derived.
 BX2232
 BX2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ833548(NAD 83)
 BX2232_MARKER: DB = BENCH MARK DISK
 BX2232_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2232+WITH SETTING: INTO GROUND
 BX2232_SP_SET: METAL ROD WITH BASE PLATE
 BX2232_STAMPING: D 302 1977
 BX2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2232+STABILITY: SURFACE MOTION
 BX2232
 BX2232  HISTORY     - Date     Condition        Report By
 BX2232  HISTORY     - 1977     MONUMENTED       NGS
 BX2232
 BX2232                          STATION DESCRIPTION
 BX2232
 BX2232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2232'2.3 MI EAST FROM EFFIE.
 BX2232'2.3 MILES EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2232'STATE HIGHWAYS 107 AND 115 AT EFFIE, AT THE JUNCTION OF A GRAVEL
 BX2232'ROAD LEADING WEST, 2.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX2232'ROAD, 69 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 BX2232'SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, 2 FEET SOUTH-
 BX2232'EAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2330 ***********************************************************************
 BX2330  DESIGNATION -  D 303
 BX2330  PID         -  BX2330
 BX2330  STATE/COUNTY-  LA/NATCHITOCHES
 BX2330  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2330
 BX2330                         *CURRENT SURVEY CONTROL
 BX2330  ___________________________________________________________________
 BX2330* NAD 83(1986)-  31 46 53.     (N)    093 02 19.     (W)     SCALED    
 BX2330* NAVD 88     -        34.448  (meters)     113.02   (feet)  ADJUSTED  
 BX2330  ___________________________________________________________________
 BX2330  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2330  DYNAMIC HT  -          34.407 (meters)     112.88  (feet)  COMP
 BX2330  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 BX2330
 BX2330  VERT ORDER  -  FIRST     CLASS I
 BX2330
 BX2330.The horizontal coordinates were scaled from a topographic map and have
 BX2330.an estimated accuracy of +/- 6 seconds.
 BX2330
 BX2330.The orthometric height was determined by differential leveling
 BX2330.and adjusted by the National Geodetic Survey in February 1994..
 BX2330
 BX2330.The geoid height was determined by GEOID03.
 BX2330
 BX2330.The dynamic height is computed by dividing the NAVD 88
 BX2330.geopotential number by the normal gravity value computed on the
 BX2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2330.degrees latitude (g = 980.6199 gals.).
 BX2330
 BX2330.The modeled gravity was interpolated from observed gravity values.
 BX2330
 BX2330;                    North         East    Units  Estimated Accuracy
 BX2330;SPC LA N     -   142,200.      948,990.      MT  (+/- 180 meters Scaled)
 BX2330
 BX2330                          SUPERSEDED SURVEY CONTROL
 BX2330
 BX2330  NAVD 88 (06/15/91)   34.448  (m)          113.02   (f) UNKNOWN     1 1
 BX2330  NGVD 29 (??/??/??)   34.488  (m)          113.15   (f) ADJUSTED    1 1
 BX2330
 BX2330.Superseded values are not recommended for survey control.
 BX2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2330.See file dsdata.txt to determine how the superseded data were derived.
 BX2330
 BX2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR963162(NAD 83)
 BX2330_MARKER: DB = BENCH MARK DISK
 BX2330_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2330+WITH SETTING: INTO GROUND
 BX2330_SP_SET: METAL ROD WITH BASE PLATE
 BX2330_STAMPING: D 303 1977
 BX2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2330+STABILITY: SURFACE MOTION
 BX2330
 BX2330  HISTORY     - Date     Condition        Report By
 BX2330  HISTORY     - 1977     MONUMENTED       NGS
 BX2330  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2330
 BX2330                          STATION DESCRIPTION
 BX2330
 BX2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2330'4.3 MI NE FROM NATCHITOCHES.
 BX2330'ABOUT 3.3 MILES NORTHEAST ON WILLIAMS AVENUE FROM THE JUNCTION
 BX2330'OF WILLIAMS AVENUE AND THE NORTH BRIDGE OVER RIVER LAKE, TO THE
 BX2330'BETHEL BAPTIST CHURCH, THENCE 1.0 MILE SOUTHEAST ON A GRAVEL
 BX2330'ROAD TO A SHARP CURVE, 71 FEET SOUTHEAST OF THE CENTER OF CURVE
 BX2330'IN THE ROAD, 57 FEET SOUTHWEST OF THE CENTER OF A GATE, 6 FEET
 BX2330'NORTHWEST OF A FENCE,AND 2 FEET NORTHEAST OF A POWER POLE WHERE
 BX2330'POWER LINE MAKES A SHARP TURN SOUTH.
 BX2330
 BX2330                          STATION RECOVERY (1995)
 BX2330
 BX2330'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2307 ***********************************************************************
 BX2307  DESIGNATION -  D 304
 BX2307  PID         -  BX2307
 BX2307  STATE/COUNTY-  LA/NATCHITOCHES
 BX2307  USGS QUAD   -  ALOHA (1992)
 BX2307
 BX2307                         *CURRENT SURVEY CONTROL
 BX2307  ___________________________________________________________________
 BX2307* NAD 83(1986)-  31 36 28.     (N)    092 51 51.     (W)     SCALED    
 BX2307* NAVD 88     -        30.094  (meters)      98.73   (feet)  ADJUSTED  
 BX2307  ___________________________________________________________________
 BX2307  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2307  DYNAMIC HT  -          30.058 (meters)      98.62  (feet)  COMP
 BX2307  MODELED GRAV-     979,448.7   (mgal)                       NAVD 88
 BX2307
 BX2307  VERT ORDER  -  FIRST     CLASS I
 BX2307
 BX2307.The horizontal coordinates were scaled from a topographic map and have
 BX2307.an estimated accuracy of +/- 6 seconds.
 BX2307
 BX2307.The orthometric height was determined by differential leveling
 BX2307.and adjusted by the National Geodetic Survey in February 1994..
 BX2307
 BX2307.The geoid height was determined by GEOID03.
 BX2307
 BX2307.The dynamic height is computed by dividing the NAVD 88
 BX2307.geopotential number by the normal gravity value computed on the
 BX2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2307.degrees latitude (g = 980.6199 gals.).
 BX2307
 BX2307.The modeled gravity was interpolated from observed gravity values.
 BX2307
 BX2307;                    North         East    Units  Estimated Accuracy
 BX2307;SPC LA N     -   122,880.      965,450.      MT  (+/- 180 meters Scaled)
 BX2307
 BX2307                          SUPERSEDED SURVEY CONTROL
 BX2307
 BX2307  NAVD 88 (06/15/91)   30.093  (m)           98.73   (f) UNKNOWN     1 1
 BX2307  NGVD 29 (??/??/??)   30.113  (m)           98.80   (f) ADJUSTED    1 1
 BX2307
 BX2307.Superseded values are not recommended for survey control.
 BX2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2307.See file dsdata.txt to determine how the superseded data were derived.
 BX2307
 BX2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ128969(NAD 83)
 BX2307_MARKER: DB = BENCH MARK DISK
 BX2307_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2307+WITH SETTING: INTO GROUND
 BX2307_SP_SET: METAL ROD WITH BASE PLATE
 BX2307_STAMPING: D 304 1977
 BX2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2307+STABILITY: SURFACE MOTION
 BX2307
 BX2307  HISTORY     - Date     Condition        Report By
 BX2307  HISTORY     - 1977     MONUMENTED       NGS
 BX2307
 BX2307                          STATION DESCRIPTION
 BX2307
 BX2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2307'9.2 MI NW FROM CLOUTIERVILLE.
 BX2307'7.8 MILES NORTHEAST ALONG STAT E HIGHWAYS 495 AND 491 FROM THE
 BX2307'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 1.4 MILES
 BX2307'NORTHWEST ALONG THE LEVEE, 81 FEET SOUTHWEST OF THE CENTER OF THE
 BX2307'LEVEE, 8 FEET NORTHWEST OF A GATE POST, AND 1 FOOT NORTHEAST OF
 BX2307'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2339 ***********************************************************************
 BX2339  DESIGNATION -  D 305
 BX2339  PID         -  BX2339
 BX2339  STATE/COUNTY-  LA/NATCHITOCHES
 BX2339  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2339
 BX2339                         *CURRENT SURVEY CONTROL
 BX2339  ___________________________________________________________________
 BX2339* NAD 83(1986)-  31 49 24.     (N)    093 06 29.     (W)     SCALED    
 BX2339* NAVD 88     -        51.937  (meters)     170.40   (feet)  ADJUSTED  
 BX2339  ___________________________________________________________________
 BX2339  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2339  DYNAMIC HT  -          51.876 (meters)     170.20  (feet)  COMP
 BX2339  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 BX2339
 BX2339  VERT ORDER  -  FIRST     CLASS I
 BX2339
 BX2339.The horizontal coordinates were scaled from a topographic map and have
 BX2339.an estimated accuracy of +/- 6 seconds.
 BX2339
 BX2339.The orthometric height was determined by differential leveling
 BX2339.and adjusted by the National Geodetic Survey in February 1994..
 BX2339
 BX2339.The geoid height was determined by GEOID03.
 BX2339
 BX2339.The dynamic height is computed by dividing the NAVD 88
 BX2339.geopotential number by the normal gravity value computed on the
 BX2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2339.degrees latitude (g = 980.6199 gals.).
 BX2339
 BX2339.The modeled gravity was interpolated from observed gravity values.
 BX2339
 BX2339;                    North         East    Units  Estimated Accuracy
 BX2339;SPC LA N     -   146,890.      942,440.      MT  (+/- 180 meters Scaled)
 BX2339
 BX2339                          SUPERSEDED SURVEY CONTROL
 BX2339
 BX2339  NAVD 88 (06/15/91)   51.936  (m)          170.39   (f) UNKNOWN     1 1
 BX2339  NGVD 29 (??/??/??)   51.984  (m)          170.55   (f) ADJUSTED    1 1
 BX2339
 BX2339.Superseded values are not recommended for survey control.
 BX2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2339.See file dsdata.txt to determine how the superseded data were derived.
 BX2339
 BX2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR897208(NAD 83)
 BX2339_MARKER: DB = BENCH MARK DISK
 BX2339_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2339+WITH SETTING: INTO GROUND
 BX2339_SP_SET: METAL ROD WITH BASE PLATE
 BX2339_STAMPING: D 305 1977
 BX2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2339+STABILITY: SURFACE MOTION
 BX2339
 BX2339  HISTORY     - Date     Condition        Report By
 BX2339  HISTORY     - 1977     MONUMENTED       NGS
 BX2339
 BX2339                          STATION DESCRIPTION
 BX2339
 BX2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2339'6.7 MI NW FROM NATCHITOCHES.
 BX2339'ABOUT 4.1 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE
 BX2339'AT NATCHITOCHES, TO A PAVED ROAD LEADING NORTHWEST, THENCE 1.8
 BX2339'MILES NORTHWEST ON A PAVED ROAD TO A DIRT ROAD LEADING SOUTHWEST,
 BX2339'THENCE 0.8 MILE ACROSS GRAVEL PIT TO RAILROAD TRACK TO THE TEXAS
 BX2339'AND PACIFIC RAILWAY TRANSMITTER TOWER, 80 FEET NORTHEAST OF THE
 BX2339'SOUTHEAST CORNER OF FENCE AROUND TOWER, 81 FEET SOUTHWEST OF THE
 BX2339'NORTHEAST CORNER OF FENCE, AND 7 FEET WEST OF A POWER POLE WITH
 BX2339'TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2135 ***********************************************************************
 CQ2135  DESIGNATION -  D 306
 CQ2135  PID         -  CQ2135
 CQ2135  STATE/COUNTY-  LA/CADDO
 CQ2135  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2135
 CQ2135                         *CURRENT SURVEY CONTROL
 CQ2135  ___________________________________________________________________
 CQ2135* NAD 83(1986)-  32 35 27.     (N)    093 46 21.     (W)     SCALED    
 CQ2135* NAVD 88     -        54.421  (meters)     178.55   (feet)  ADJUSTED  
 CQ2135  ___________________________________________________________________
 CQ2135  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2135  DYNAMIC HT  -          54.360 (meters)     178.35  (feet)  COMP
 CQ2135  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 CQ2135
 CQ2135  VERT ORDER  -  FIRST     CLASS I
 CQ2135
 CQ2135.The horizontal coordinates were scaled from a topographic map and have
 CQ2135.an estimated accuracy of +/- 6 seconds.
 CQ2135
 CQ2135.The orthometric height was determined by differential leveling
 CQ2135.and adjusted by the National Geodetic Survey in June 1991..
 CQ2135
 CQ2135.The geoid height was determined by GEOID03.
 CQ2135
 CQ2135.The dynamic height is computed by dividing the NAVD 88
 CQ2135.geopotential number by the normal gravity value computed on the
 CQ2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2135.degrees latitude (g = 980.6199 gals.).
 CQ2135
 CQ2135.The modeled gravity was interpolated from observed gravity values.
 CQ2135
 CQ2135;                    North         East    Units  Estimated Accuracy
 CQ2135;SPC LA N     -   232,530.      880,540.      MT  (+/- 180 meters Scaled)
 CQ2135
 CQ2135                          SUPERSEDED SURVEY CONTROL
 CQ2135
 CQ2135  NGVD 29 (??/??/??)   54.477  (m)          178.73   (f) ADJUSTED    1 1
 CQ2135
 CQ2135.Superseded values are not recommended for survey control.
 CQ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2135.See file dsdata.txt to determine how the superseded data were derived.
 CQ2135
 CQ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS275061(NAD 83)
 CQ2135_MARKER: DB = BENCH MARK DISK
 CQ2135_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2135+WITH SETTING: INTO GROUND
 CQ2135_SP_SET: METAL ROD WITH BASE PLATE
 CQ2135_STAMPING: D 306 1977
 CQ2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2135+STABILITY: SURFACE MOTION
 CQ2135
 CQ2135  HISTORY     - Date     Condition        Report By
 CQ2135  HISTORY     - 1977     MONUMENTED       NGS
 CQ2135  HISTORY     - 19991016 GOOD             USPSQD
 CQ2135
 CQ2135                          STATION DESCRIPTION
 CQ2135
 CQ2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2135'6.8 MI NW FROM SHREVEPORT.
 CQ2135'1.6 MILES NORTHWEST ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT
 CQ2135'TERMINAL BUILDING, THENCE 5.15 MILES NORTHWEST ALONG LEVEE, THENCE
 CQ2135'0.05 MILE WEST ALONG A PAVED ROAD, ALSO 8.6 MILES SOUTHWEST ALONG
 CQ2135'STATE HIGHWAY 3049 FROM THE POST OFFICE AT DIXIE, 73 FEET WEST
 CQ2135'OF THE CENTER LINE OF THE HIGHWAY, 58 FEET NORTH OF THE CENTER OF
 CQ2135'A DIRT ROAD, 61 FEET SOUTH OF THE CENTER OF A CONCRETE DRIVEWAY
 CQ2135'LEADING TO MR. DON H. DUGGANS HOUSE, 23 FEET WEST OF THE WEST RAIL
 CQ2135'OF THE TEXAS AND PACIFIC RAILROAD, AND 1 FOOT EAST OF AN IRON FENCE.
 CQ2135
 CQ2135                          STATION RECOVERY (1999)
 CQ2135
 CQ2135'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2166 ***********************************************************************
 CQ2166  DESIGNATION -  D 307
 CQ2166  PID         -  CQ2166
 CQ2166  STATE/COUNTY-  LA/CADDO
 CQ2166  USGS QUAD   -  GILLIAM (1971)
 CQ2166
 CQ2166                         *CURRENT SURVEY CONTROL
 CQ2166  ___________________________________________________________________
 CQ2166* NAD 83(1986)-  32 49 14.     (N)    093 47 40.     (W)     SCALED    
 CQ2166* NAVD 88     -        60.297  (meters)     197.82   (feet)  ADJUSTED  
 CQ2166  ___________________________________________________________________
 CQ2166  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CQ2166  DYNAMIC HT  -          60.230 (meters)     197.60  (feet)  COMP
 CQ2166  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 CQ2166
 CQ2166  VERT ORDER  -  FIRST     CLASS I
 CQ2166
 CQ2166.The horizontal coordinates were scaled from a topographic map and have
 CQ2166.an estimated accuracy of +/- 6 seconds.
 CQ2166
 CQ2166.The orthometric height was determined by differential leveling
 CQ2166.and adjusted by the National Geodetic Survey in June 1991..
 CQ2166
 CQ2166.The geoid height was determined by GEOID03.
 CQ2166
 CQ2166.The dynamic height is computed by dividing the NAVD 88
 CQ2166.geopotential number by the normal gravity value computed on the
 CQ2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2166.degrees latitude (g = 980.6199 gals.).
 CQ2166
 CQ2166.The modeled gravity was interpolated from observed gravity values.
 CQ2166
 CQ2166;                    North         East    Units  Estimated Accuracy
 CQ2166;SPC LA N     -   258,030.      878,780.      MT  (+/- 180 meters Scaled)
 CQ2166
 CQ2166                          SUPERSEDED SURVEY CONTROL
 CQ2166
 CQ2166  NGVD 29 (??/??/??)   60.351  (m)          198.00   (f) ADJUSTED    1 1
 CQ2166
 CQ2166.Superseded values are not recommended for survey control.
 CQ2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2166.See file dsdata.txt to determine how the superseded data were derived.
 CQ2166
 CQ2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS256316(NAD 83)
 CQ2166_MARKER: DB = BENCH MARK DISK
 CQ2166_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2166+WITH SETTING: INTO GROUND
 CQ2166_SP_SET: METAL ROD WITH BASE PLATE
 CQ2166_STAMPING: D 307 1977
 CQ2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2166+STABILITY: SURFACE MOTION
 CQ2166
 CQ2166  HISTORY     - Date     Condition        Report By
 CQ2166  HISTORY     - 1977     MONUMENTED       NGS
 CQ2166
 CQ2166                          STATION DESCRIPTION
 CQ2166
 CQ2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2166'3.7 MI SE FROM GILLIAM.
 CQ2166'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE TEXAS PACIFIC
 CQ2166'RAILROAD CROSSING AT GILLIAM, THENCE 3.1 MILES EAST ALONG SARTOR
 CQ2166'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG THE LEVEE, 33 FEET SOUTH-
 CQ2166'WEST OF A POWERLINE POLE WITH TRANSFORMER, 28 FEET NORTH OF THE
 CQ2166'EXTENDED CENERLINE OF A DIRT ROAD LEADING WEST TO A WHITE FRAME
 CQ2166'HOUSE, 22 FEET WEST OF THE CENTER OF THE LEVEE, 13 FEET EAST OF
 CQ2166'THE CENTERLINE OF A PAVED ROAD, AND 2 FEET EAST OF A BARBED WIRE
 CQ2166'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0259 ***********************************************************************
 BK0259  DESIGNATION -  D 31
 BK0259  PID         -  BK0259
 BK0259  STATE/COUNTY-  LA/ST LANDRY
 BK0259  USGS QUAD   -  SUNSET (1983)
 BK0259
 BK0259                         *CURRENT SURVEY CONTROL
 BK0259  ___________________________________________________________________
 BK0259* NAD 83(1986)-  30 27 07.     (N)    092 04 38.     (W)     SCALED    
 BK0259* NAVD 88     -        14.96   (+/-2cm)      49.1    (feet)  VERTCON   
 BK0259  ___________________________________________________________________
 BK0259  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK0259
 BK0259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0259
 BK0259.The horizontal coordinates were scaled from a topographic map and have
 BK0259.an estimated accuracy of +/- 6 seconds.
 BK0259
 BK0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0259.The vertical order pertains to the NGVD 29 superseded value.
 BK0259
 BK0259.The geoid height was determined by GEOID03.
 BK0259
 BK0259;                    North         East    Units  Estimated Accuracy
 BK0259;SPC LA S     -   216,600.      928,560.      MT  (+/- 180 meters Scaled)
 BK0259
 BK0259                          SUPERSEDED SURVEY CONTROL
 BK0259
 BK0259  NGVD 29 (??/??/??)   14.925  (m)           48.97   (f) ADJUSTED    2 0
 BK0259
 BK0259.Superseded values are not recommended for survey control.
 BK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0259.See file dsdata.txt to determine how the superseded data were derived.
 BK0259
 BK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP885692(NAD 83)
 BK0259_MARKER: DB = BENCH MARK DISK
 BK0259_SETTING: 0 = UNSPECIFIED SETTING
 BK0259_STAMPING: D 31 1935
 BK0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0259
 BK0259  HISTORY     - Date     Condition        Report By
 BK0259  HISTORY     - 1935     MONUMENTED       CGS
 BK0259
 BK0259                          STATION DESCRIPTION
 BK0259
 BK0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0259'0.6 MI S FROM BELLEVIEW.
 BK0259'38 FEET EAST OF TRACK.  8 FEET WEST OF A FENCE LINE WHICH SERVES AS
 BK0259'R/W FENCE FOR BOTH RAILWAY AND A SECONDARY PARALLELING ROAD 12 FEET
 BK0259'NORTHEAST OF MILEPOST 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3141 ***********************************************************************
 CP3141  DESIGNATION -  D 3272 LAGS 1952
 CP3141  PID         -  CP3141
 CP3141  STATE/COUNTY-  LA/MOREHOUSE
 CP3141  USGS QUAD   -  COLLINSTON WEST (1994)
 CP3141
 CP3141                         *CURRENT SURVEY CONTROL
 CP3141  ___________________________________________________________________
 CP3141* NAD 83(1992)-  32 43 04.01331(N)    091 52 35.02280(W)     ADJUSTED  
 CP3141* NAVD 88     -        48.91   (+/-2cm)     160.5    (feet)  VERTCON   
 CP3141  ___________________________________________________________________
 CP3141  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CP3141  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3141
 CP3141  HORZ ORDER  -  SECOND
 CP3141  VERT ORDER  -  THIRD ? (See Below)
 CP3141
 CP3141.The horizontal coordinates were established by classical geodetic methods
 CP3141.and adjusted by the National Geodetic Survey in September 1999..
 CP3141
 CP3141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3141.The vertical order pertains to the NGVD 29 superseded value.
 CP3141
 CP3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3141
 CP3141.The geoid height was determined by GEOID03.
 CP3141
 CP3141;                    North         East     Units Scale Factor Converg.
 CP3141;SPC LA N     -   246,073.744 1,058,463.082   MT  1.00001205   +0 19 46.9
 CP3141;SPC LA N     -   807,326.94  3,472,640.96   sFT  1.00001205   +0 19 46.9
 CP3141;UTM  15      - 3,620,558.979   605,298.194   MT  0.99973672   +0 36 26.5
 CP3141
 CP3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3141!SPC LA N     -   0.99999638  x   1.00001205  =   1.00000843
 CP3141!UTM  15      -   0.99999638  x   0.99973672  =   0.99973310
 CP3141
 CP3141                          SUPERSEDED SURVEY CONTROL
 CP3141
 CP3141  NAD 83(1992)-  32 43 04.01396(N)    091 52 35.02252(W) AD(       ) 2
 CP3141  NAD 83(1986)-  32 43 04.02539(N)    091 52 35.01548(W) AD(       ) 2
 CP3141  NAD 27      -  32 43 03.53300(N)    091 52 34.55700(W) AD(       ) 2
 CP3141  NGVD 29 (07/19/86)   48.98   (m)          160.7    (f) LEVELING    3  
 CP3141
 CP3141.Superseded values are not recommended for survey control.
 CP3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3141.See file dsdata.txt to determine how the superseded data were derived.
 CP3141
 CP3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0529820559(NAD 83)
 CP3141_MARKER: DD = SURVEY DISK
 CP3141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3141+STABILITY: SURFACE MOTION
 CP3141
 CP3141  HISTORY     - Date     Condition        Report By
 CP3141  HISTORY     - 1952     MONUMENTED       CGS
 CP3141
 CP3141                          STATION DESCRIPTION
 CP3141
 CP3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP3141'THE STATION IS ABOUT 5 MILES SOUTHEAST OF BASTROP, 2 MILES
 CP3141'NORTHWEST OF COLLINGSTON, ON THE RIGHT OF WAY OF STATE HIGHWAY
 CP3141'47.  THE MARK IS 33 FEET WEST OF THE CENTER OF THE HIGHWAY
 CP3141'AND 7 FEET SOUTHEAST OF A 12-INCH PINE TREE.  THE MARK IS
 CP3141'A BRONZE DISK OF THE LOUISIANA GEODETIC SURVEY SET IN THE
 CP3141'TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 CP3141'THE DISK IS STAMPED D 3272.
 CP3141'
 CP3141'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CP3141'ARRAT 1939 AND THE DISTANCE IS 190.815 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2408 ***********************************************************************
 CQ2408  DESIGNATION -  D 329
 CQ2408  PID         -  CQ2408
 CQ2408  STATE/COUNTY-  LA/WEBSTER
 CQ2408  USGS QUAD   -  ADA (1986)
 CQ2408
 CQ2408                         *CURRENT SURVEY CONTROL
 CQ2408  ___________________________________________________________________
 CQ2408* NAD 83(1986)-  32 30 19.     (N)    093 14 15.     (W)     SCALED    
 CQ2408* NAVD 88     -        86.84   (+/-2cm)     284.9    (feet)  VERTCON   
 CQ2408  ___________________________________________________________________
 CQ2408  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2408
 CQ2408  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2408
 CQ2408.The horizontal coordinates were scaled from a topographic map and have
 CQ2408.an estimated accuracy of +/- 6 seconds.
 CQ2408
 CQ2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2408.The vertical order pertains to the NGVD 29 superseded value.
 CQ2408
 CQ2408.The geoid height was determined by GEOID03.
 CQ2408
 CQ2408;                    North         East    Units  Estimated Accuracy
 CQ2408;SPC LA N     -   222,580.      930,700.      MT  (+/- 180 meters Scaled)
 CQ2408
 CQ2408                          SUPERSEDED SURVEY CONTROL
 CQ2408
 CQ2408  NGVD 29 (??/??/??)   86.909  (m)          285.13   (f) ADJUSTED    1 1
 CQ2408
 CQ2408.Superseded values are not recommended for survey control.
 CQ2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2408.See file dsdata.txt to determine how the superseded data were derived.
 CQ2408
 CQ2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR776964(NAD 83)
 CQ2408_MARKER: DB = BENCH MARK DISK
 CQ2408_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2408+WITH SETTING: INTO GROUND
 CQ2408_STAMPING: D 329 1977
 CQ2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2408+STABILITY: SURFACE MOTION
 CQ2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2408+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 CQ2408
 CQ2408  HISTORY     - Date     Condition        Report By
 CQ2408  HISTORY     - 1977     MONUMENTED       NGS
 CQ2408  HISTORY     - 20000205 GOOD             USPSQD
 CQ2408  HISTORY     - 20060309 GOOD             USPSQD
 CQ2408
 CQ2408                          STATION DESCRIPTION
 CQ2408
 CQ2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2408'2.5 MI SOUTH FROM DUBBERLY.
 CQ2408'2.5 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT
 CQ2408'DUBBERLY, 142 FEET NORTH OF THE CENTER LINE OF PARISH ROAD 161,
 CQ2408'41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH
 CQ2408'OF A GUY WIRE, AND 8 FEET SOUTH OF A JUNCTION POWERLINE POLE
 CQ2408'WITH A GUY WIRE.
 CQ2408
 CQ2408                          STATION RECOVERY (2000)
 CQ2408
 CQ2408'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2408'RECOVERED IN GOOD CONDITION.
 CQ2408
 CQ2408                          STATION RECOVERY (2006)
 CQ2408
 CQ2408'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 CQ2408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2431 ***********************************************************************
 CQ2431  DESIGNATION -  D 330
 CQ2431  PID         -  CQ2431
 CQ2431  STATE/COUNTY-  LA/BIENVILLE
 CQ2431  USGS QUAD   -  FRYEBURG (1986)
 CQ2431
 CQ2431                         *CURRENT SURVEY CONTROL
 CQ2431  ___________________________________________________________________
 CQ2431* NAD 83(1986)-  32 26 47.     (N)    093 12 35.     (W)     SCALED    
 CQ2431* NAVD 88     -       102.97   (+/-2cm)     337.8    (feet)  VERTCON   
 CQ2431  ___________________________________________________________________
 CQ2431  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2431
 CQ2431  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2431
 CQ2431.The horizontal coordinates were scaled from a topographic map and have
 CQ2431.an estimated accuracy of +/- 6 seconds.
 CQ2431
 CQ2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2431.The vertical order pertains to the NGVD 29 superseded value.
 CQ2431
 CQ2431.The geoid height was determined by GEOID03.
 CQ2431
 CQ2431;                    North         East    Units  Estimated Accuracy
 CQ2431;SPC LA N     -   216,030.      933,270.      MT  (+/- 180 meters Scaled)
 CQ2431
 CQ2431                          SUPERSEDED SURVEY CONTROL
 CQ2431
 CQ2431  NGVD 29 (??/??/??)  103.039  (m)          338.05   (f) ADJUSTED    1 1
 CQ2431
 CQ2431.Superseded values are not recommended for survey control.
 CQ2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2431.See file dsdata.txt to determine how the superseded data were derived.
 CQ2431
 CQ2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR802899(NAD 83)
 CQ2431_MARKER: DB = BENCH MARK DISK
 CQ2431_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2431+WITH SETTING: INTO GROUND
 CQ2431_SP_SET: 4 FT 5/8 IN ROD
 CQ2431_STAMPING: D 330 1977
 CQ2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2431+STABILITY: SURFACE MOTION
 CQ2431
 CQ2431  HISTORY     - Date     Condition        Report By
 CQ2431  HISTORY     - 1977     MONUMENTED       NGS
 CQ2431
 CQ2431                          STATION DESCRIPTION
 CQ2431
 CQ2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2431'4.1 MI NE FROM DUBBERLY.
 CQ2431'1.8 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2431'ERLY, THENCH 1.0 MILE EAST ALONG PARISH ROAD 171, 175 FEET SOUTH OF
 CQ2431'THE CENTER LINE OF THE ROAD, 259 FT WEST OF THE CENTER LINE OF PARISH
 CQ2431'ROAD 170, 155 FEET SOUTH OF A POWERLINE POLE WITH A STREET LIGHT AND
 CQ2431'A TRANSFROMER, 2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE EAST
 CQ2431'WING OF THE GALILEE BAPTIST CHURCH, AND 1 FOOT EAST OF THE EAST WALL
 CQ2431'OF THE WING. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF
 CQ2431'4 FT ENCACSED IN A PIPE PROJECTING +1 INCH.
 CQ2431'ABOUT LEVEL WITH ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2450 ***********************************************************************
 CQ2450  DESIGNATION -  D 333
 CQ2450  PID         -  CQ2450
 CQ2450  STATE/COUNTY-  LA/BIENVILLE
 CQ2450  USGS QUAD   -  SALINE (1986)
 CQ2450
 CQ2450                         *CURRENT SURVEY CONTROL
 CQ2450  ___________________________________________________________________
 CQ2450* NAD 83(1986)-  32 14 05.     (N)    092 57 15.     (W)     SCALED    
 CQ2450* NAVD 88     -        80.70   (+/-2cm)     264.8    (feet)  VERTCON   
 CQ2450  ___________________________________________________________________
 CQ2450  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2450
 CQ2450  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2450
 CQ2450.The horizontal coordinates were scaled from a topographic map and have
 CQ2450.an estimated accuracy of +/- 6 seconds.
 CQ2450
 CQ2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2450.The vertical order pertains to the NGVD 29 superseded value.
 CQ2450
 CQ2450.The geoid height was determined by GEOID03.
 CQ2450
 CQ2450;                    North         East    Units  Estimated Accuracy
 CQ2450;SPC LA N     -   192,430.      957,200.      MT  (+/- 180 meters Scaled)
 CQ2450
 CQ2450                          SUPERSEDED SURVEY CONTROL
 CQ2450
 CQ2450  NGVD 29 (??/??/??)   80.753  (m)          264.94   (f) ADJUSTED    1 1
 CQ2450
 CQ2450.Superseded values are not recommended for survey control.
 CQ2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2450.See file dsdata.txt to determine how the superseded data were derived.
 CQ2450
 CQ2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR043664(NAD 83)
 CQ2450_MARKER: DB = BENCH MARK DISK
 CQ2450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2450_SP_SET: 15
 CQ2450_STAMPING: D 333 1977
 CQ2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2450
 CQ2450  HISTORY     - Date     Condition        Report By
 CQ2450  HISTORY     - 1977     MONUMENTED       NGS
 CQ2450
 CQ2450                          STATION DESCRIPTION
 CQ2450
 CQ2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2450'5.2 MI WEST FROM FRIENDSHIP.
 CQ2450'1.9 MILES WEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF STATE
 CQ2450'HIGHWAY 501 AT FRIENDSHIP, THENCE 1.7 MILE SOUTHWEST ALONG STATE
 CQ2450'HIGHWAY 155, THENCE 1.5 MILE NORTHWEST ALONG A DIRT ROAD, THENCE
 CQ2450'0.1 MILE WEST ALONG A DIRT ROAD, 26 FEET NORTHEAST OF CENTER OF
 CQ2450'DIRT ROAD AND 30 FEET EAST OF THE CENTER OF THE JUNCTION OF DIRT
 CQ2450'ROAD AND TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1798 ***********************************************************************
 BW1798  DESIGNATION -  D 336
 BW1798  PID         -  BW1798
 BW1798  STATE/COUNTY-  LA/CONCORDIA
 BW1798  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1798
 BW1798                         *CURRENT SURVEY CONTROL
 BW1798  ___________________________________________________________________
 BW1798* NAD 83(1986)-  31 07 34.     (N)    091 38 17.     (W)     SCALED    
 BW1798* NAVD 88     -        21.288  (meters)      69.84   (feet)  ADJUSTED  
 BW1798  ___________________________________________________________________
 BW1798  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BW1798  DYNAMIC HT  -          21.261 (meters)      69.75  (feet)  COMP
 BW1798  MODELED GRAV-     979,401.0   (mgal)                       NAVD 88
 BW1798
 BW1798  VERT ORDER  -  FIRST     CLASS II
 BW1798
 BW1798.The horizontal coordinates were scaled from a topographic map and have
 BW1798.an estimated accuracy of +/- 6 seconds.
 BW1798
 BW1798.The orthometric height was determined by differential leveling
 BW1798.and adjusted by the National Geodetic Survey in February 1994..
 BW1798
 BW1798.The geoid height was determined by GEOID03.
 BW1798
 BW1798.The dynamic height is computed by dividing the NAVD 88
 BW1798.geopotential number by the normal gravity value computed on the
 BW1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1798.degrees latitude (g = 980.6199 gals.).
 BW1798
 BW1798.The modeled gravity was interpolated from observed gravity values.
 BW1798
 BW1798;                    North         East    Units  Estimated Accuracy
 BW1798;SPC LA N     -    69,750.    1,082,210.      MT  (+/- 180 meters Scaled)
 BW1798
 BW1798                          SUPERSEDED SURVEY CONTROL
 BW1798
 BW1798  NAVD 88 (06/15/91)   21.311  (m)           69.92   (f) UNKNOWN     1 2
 BW1798  NGVD 29 (??/??/??)   21.261  (m)           69.75   (f) ADJUSTED    1 2
 BW1798
 BW1798.Superseded values are not recommended for survey control.
 BW1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1798.See file dsdata.txt to determine how the superseded data were derived.
 BW1798
 BW1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ298443(NAD 83)
 BW1798_MARKER: DB = BENCH MARK DISK
 BW1798_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1798_SP_SET: STAINLESS STEEL ROD
 BW1798_STAMPING: D 336 1979
 BW1798_PROJECTION: RECESSED 5 CENTIMETERS
 BW1798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1798_ROD/PIPE-DEPTH: 13.7 meters
 BW1798
 BW1798  HISTORY     - Date     Condition        Report By
 BW1798  HISTORY     - 1979     MONUMENTED       NGS
 BW1798
 BW1798                          STATION DESCRIPTION
 BW1798
 BW1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1798'2.0 MI SOUTH FROM BLACK HAWK.
 BW1798'2.0 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 BW1798'A GRAVEL ROAD LEADING NORTHWEST TO THE BLACK HAWK HUNTING LODGE IN
 BW1798'BLACK HAWK TO A PIPE CULVERT UNDER HIGHWAY 15 AND THE MARK ON THE
 BW1798'LEFT, SET ON THE NORTH SIDE OF A 4 BY 4-FOOT CONCRETE RETAINING WALL
 BW1798'FOR A CATCH BASIN, 0.6 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD
 BW1798'LEADING WEST TO A CLUSTER OF OIL STORAGE TANKS, 28.5 FEET SOUTHWEST
 BW1798'OF THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 22 FEET NORTHEAS
 BW1798'OF THE CENTER LINE OF HIGHWAY 15, 8 FEET NORTH OF THE NORTH CORNER OF
 BW1798'THE CATCH BASIN.
 BW1798'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BW1798'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1848 ***********************************************************************
 BW1848  HT_MOD      -  This is a Height Modernization Survey Station.
 BW1848  DESIGNATION -  D 337
 BW1848  PID         -  BW1848
 BW1848  STATE/COUNTY-  LA/CONCORDIA
 BW1848  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1848
 BW1848                         *CURRENT SURVEY CONTROL
 BW1848  ___________________________________________________________________
 BW1848* NAD 83(1992)-  31 37 34.63730(N)    091 31 19.34368(W)     ADJUSTED  
 BW1848* NAVD 88     -        20.96   (meters)      68.8    (feet)  GPS OBS   
 BW1848  ___________________________________________________________________
 BW1848  X           -    -144,385.517 (meters)                     COMP
 BW1848  Y           -  -5,433,980.178 (meters)                     COMP
 BW1848  Z           -   3,325,215.490 (meters)                     COMP
 BW1848  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BW1848  ELLIP HEIGHT-          -5.23  (meters)          (06/28/04) GPS OBS
 BW1848  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW1848  DYNAMIC HT  -          20.93  (meters)      68.7   (feet)  COMP
 BW1848  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 BW1848
 BW1848  HORZ ORDER  -  B
 BW1848  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1848  ELLP ORDER  -  FOURTH    CLASS II
 BW1848
 BW1848.The horizontal coordinates were established by GPS observations
 BW1848.and adjusted by the National Geodetic Survey in June 2004..
 BW1848
 BW1848.The orthometric height was determined by GPS observations and a
 BW1848.high-resolution geoid model using precise GPS observation and
 BW1848.processing techniques. It supersedes the leveled height previously
 BW1848.determined for this station.
 BW1848.The vertical order pertains to the first NAVD 88 superseded value.
 BW1848
 BW1848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1848
 BW1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1848
 BW1848.The ellipsoidal height was determined by GPS observations
 BW1848.and is referenced to NAD 83.
 BW1848
 BW1848.The geoid height was determined by GEOID03.
 BW1848
 BW1848.The dynamic height is computed by dividing the NAVD 88
 BW1848.geopotential number by the normal gravity value computed on the
 BW1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1848.degrees latitude (g = 980.6199 gals.).
 BW1848
 BW1848.The modeled gravity was interpolated from observed gravity values.
 BW1848
 BW1848;                    North         East     Units Scale Factor Converg.
 BW1848;SPC LA N     -   125,295.934 1,092,775.397   MT  0.99992760   +0 31 01.4
 BW1848;SPC LA N     -   411,075.08  3,585,213.95   sFT  0.99992760   +0 31 01.4
 BW1848;UTM  15      - 3,499,961.913   640,171.534   MT  0.99984233   +0 46 30.5
 BW1848
 BW1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1848!SPC LA N     -   1.00000082  x   0.99992760  =   0.99992842
 BW1848!UTM  15      -   1.00000082  x   0.99984233  =   0.99984315
 BW1848
 BW1848                          SUPERSEDED SURVEY CONTROL
 BW1848
 BW1848  NAVD 88 (02/14/94)   20.937  (m)           68.69   (f) ADJUSTED    1 2
 BW1848  NAVD 88 (06/15/91)   20.954  (m)           68.75   (f) UNKNOWN     1 2
 BW1848  NGVD 29 (??/??/??)   20.939  (m)           68.70   (f) ADJUSTED    1 2
 BW1848
 BW1848.Superseded values are not recommended for survey control.
 BW1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1848.See file dsdata.txt to determine how the superseded data were derived.
 BW1848
 BW1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4017299962(NAD 83)
 BW1848_MARKER: DB = BENCH MARK DISK
 BW1848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1848_SP_SET: STAINLESS STEEL ROD
 BW1848_STAMPING: D 337 1979
 BW1848_PROJECTION: RECESSED 5 CENTIMETERS
 BW1848_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1848+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW1848_ROD/PIPE-DEPTH: 7.62 meters
 BW1848
 BW1848  HISTORY     - Date     Condition        Report By
 BW1848  HISTORY     - 1979     MONUMENTED       NGS
 BW1848  HISTORY     - 2003     GOOD             PYBURN
 BW1848
 BW1848                          STATION DESCRIPTION
 BW1848
 BW1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1848'6.0 MI SE FROM FERRIDAY.
 BW1848'3.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE JUNCTION
 BW1848'OF THE TWO MENTIONED HIGHWAYS AT FERRIDAY, THENCE 2.25 MILES NORTHEAST
 BW1848'ALONG STATE HIGHWAY 3196 TO THE JUNCTION OF A DIRT ROAD LEADING
 BW1848'NORTHWEST DOWN OFF OF THE LEVEE, THENCE 0.05 MILE ALONG THE DIRT ROAD
 BW1848'TO THE MARK ON THE LEFT, SET AT THE EAST SIDE OF A 5-FOOT HIGH BARB
 BW1848'WIRE FENCE IN FRONT OF A FENCE POST BRACED WITH 3 1X6-INCH OAK BOARDS,
 BW1848'IN LINE WITH A POWER POLE, 123 FT. WEST OF THE CENTER LINE OF THE
 BW1848'HIGHWAY, 25.5 FEET EAST OF THE POWER POLE (NO NUMBER), AND 1.3 FT.
 BW1848'EAST OF THE BARB WIRE FENCE.
 BW1848'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BW1848'THE MARK IS 25 FT BELOW HIGHWAY.
 BW1848
 BW1848                          STATION RECOVERY (2003)
 BW1848
 BW1848'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW1848'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2282 ***********************************************************************
 CP2282  DESIGNATION -  D 338
 CP2282  PID         -  CP2282
 CP2282  STATE/COUNTY-  LA/TENSAS
 CP2282  USGS QUAD   -  NEWELLTON (1994)
 CP2282
 CP2282                         *CURRENT SURVEY CONTROL
 CP2282  ___________________________________________________________________
 CP2282* NAD 83(1986)-  32 02 03.     (N)    091 09 30.     (W)     SCALED    
 CP2282* NAVD 88     -        22.920  (meters)      75.20   (feet)  ADJUSTED  
 CP2282  ___________________________________________________________________
 CP2282  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2282  DYNAMIC HT  -          22.893 (meters)      75.11  (feet)  COMP
 CP2282  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CP2282
 CP2282  VERT ORDER  -  FIRST     CLASS II
 CP2282
 CP2282.The horizontal coordinates were scaled from a topographic map and have
 CP2282.an estimated accuracy of +/- 6 seconds.
 CP2282
 CP2282.The orthometric height was determined by differential leveling
 CP2282.and adjusted by the National Geodetic Survey in February 1994..
 CP2282
 CP2282.The geoid height was determined by GEOID03.
 CP2282
 CP2282.The dynamic height is computed by dividing the NAVD 88
 CP2282.geopotential number by the normal gravity value computed on the
 CP2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2282.degrees latitude (g = 980.6199 gals.).
 CP2282
 CP2282.The modeled gravity was interpolated from observed gravity values.
 CP2282
 CP2282;                    North         East    Units  Estimated Accuracy
 CP2282;SPC LA N     -   170,890.    1,126,720.      MT  (+/- 180 meters Scaled)
 CP2282
 CP2282                          SUPERSEDED SURVEY CONTROL
 CP2282
 CP2282  NAVD 88 (06/15/91)   22.927  (m)           75.22   (f) UNKNOWN     1 2
 CP2282  NGVD 29 (??/??/??)   22.940  (m)           75.26   (f) ADJUSTED    1 2
 CP2282
 CP2282.Superseded values are not recommended for survey control.
 CP2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2282.See file dsdata.txt to determine how the superseded data were derived.
 CP2282
 CP2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR739457(NAD 83)
 CP2282_MARKER: DB = BENCH MARK DISK
 CP2282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2282_SP_SET: STAINLESS STEEL ROD
 CP2282_STAMPING: D 338 1979
 CP2282_PROJECTION: RECESSED 5 CENTIMETERS
 CP2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2282_ROD/PIPE-DEPTH: 7.62 meters
 CP2282
 CP2282  HISTORY     - Date     Condition        Report By
 CP2282  HISTORY     - 1979     MONUMENTED       NGS
 CP2282
 CP2282                          STATION DESCRIPTION
 CP2282
 CP2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2282'15.4 MI NE FROM ST JOSEPH.
 CP2282'15.35 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM
 CP2282'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH TO THE MARK ON THE
 CP2282'LEFT, SET AT THE BASE OF THE LEVEE ON THE SOUTHEAST SIDE OF A METAL
 CP2282'GATE CROSSING A GRAVEL ROAD LEADING SOUTHEAST DOWN OFF THE LEVEE TO
 CP2282'A FARM, 0.05 MILE SOUTHWEST AND IN LINE WITH LEVEE STATION MARKER
 CP2282'5200, 10 FEET EAST OF THE CENTER OF THE METAL GATE AND GRAVEL ROAD,
 CP2282'2 FEET EAST OF THE NORTHWEST GATE POST, AND 1 FOOT NORTHEAST OF THE
 CP2282'WIRE FENCE.
 CP2282'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CP2282'THE MARK IS 35 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1608 ***********************************************************************
 BX1608  DESIGNATION -  D 3401 LAGS RESET 1955
 BX1608  PID         -  BX1608
 BX1608  STATE/COUNTY-  LA/WINN
 BX1608  USGS QUAD   -  GEORGETOWN (1984)
 BX1608
 BX1608                         *CURRENT SURVEY CONTROL
 BX1608  ___________________________________________________________________
 BX1608* NAD 83(1986)-  31 49 15.     (N)    092 29 51.     (W)     SCALED    
 BX1608* NAVD 88     -        63.27   (+/-2cm)     207.6    (feet)  VERTCON   
 BX1608  ___________________________________________________________________
 BX1608  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1608
 BX1608  VERT ORDER  -  THIRD (See Below)
 BX1608
 BX1608.The horizontal coordinates were scaled from a topographic map and have
 BX1608.an estimated accuracy of +/- 6 seconds.
 BX1608
 BX1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1608.The vertical order pertains to the NGVD 29 superseded value.
 BX1608
 BX1608.The geoid height was determined by GEOID03.
 BX1608
 BX1608;                    North         East    Units  Estimated Accuracy
 BX1608;SPC LA N     -   146,450.    1,000,240.      MT  (+/- 180 meters Scaled)
 BX1608
 BX1608                          SUPERSEDED SURVEY CONTROL
 BX1608
 BX1608  NGVD 29 (??/??/??)   63.28   (m)          207.6    (f) RESET       3  
 BX1608
 BX1608.Superseded values are not recommended for survey control.
 BX1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1608.See file dsdata.txt to determine how the superseded data were derived.
 BX1608
 BX1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR475206(NAD 83)
 BX1608_MARKER: DB = BENCH MARK DISK
 BX1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1608_STAMPING: D 3401 RESET 1955
 BX1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1608+STABILITY: SURFACE MOTION
 BX1608
 BX1608  HISTORY     - Date     Condition        Report By
 BX1608  HISTORY     - 1955     MONUMENTED       CGS
 BX1608
 BX1608                          STATION DESCRIPTION
 BX1608
 BX1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BX1608'3.4 MI NW FROM ZION.
 BX1608'IN WINN PARISH, 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE
 BX1608'JUNCTION OF STATE HIGHWAY 108 AT ZION, GRANT PARISH, ON THE SUMMIT OF
 BX1608'A HILL, 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF
 BX1608'A 20-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE, 12 FEET
 BX1608'NORTHEAST OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE EAST
 BX1608'SIDE, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, AND ABOUT 3 FEET
 BX1608'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1609 ***********************************************************************
 BX1609  DESIGNATION -  D 3402 LAGS
 BX1609  PID         -  BX1609
 BX1609  STATE/COUNTY-  LA/WINN
 BX1609  USGS QUAD   -  GEORGETOWN (1984)
 BX1609
 BX1609                         *CURRENT SURVEY CONTROL
 BX1609  ___________________________________________________________________
 BX1609* NAD 83(1986)-  31 49 02.     (N)    092 29 39.     (W)     SCALED    
 BX1609* NAVD 88     -        52.85   (+/-2cm)     173.4    (feet)  VERTCON   
 BX1609  ___________________________________________________________________
 BX1609  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1609
 BX1609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1609
 BX1609.The horizontal coordinates were scaled from a topographic map and have
 BX1609.an estimated accuracy of +/- 6 seconds.
 BX1609
 BX1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1609.The vertical order pertains to the NGVD 29 superseded value.
 BX1609
 BX1609.The geoid height was determined by GEOID03.
 BX1609
 BX1609;                    North         East    Units  Estimated Accuracy
 BX1609;SPC LA N     -   146,050.    1,000,550.      MT  (+/- 180 meters Scaled)
 BX1609
 BX1609                          SUPERSEDED SURVEY CONTROL
 BX1609
 BX1609  NGVD 29 (??/??/??)   52.864  (m)          173.44   (f) ADJUSTED    2 0
 BX1609
 BX1609.Superseded values are not recommended for survey control.
 BX1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1609.See file dsdata.txt to determine how the superseded data were derived.
 BX1609
 BX1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR478202(NAD 83)
 BX1609_MARKER: DD = SURVEY DISK
 BX1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1609_STAMPING: D 3402
 BX1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1609+STABILITY: SURFACE MOTION
 BX1609
 BX1609  HISTORY     - Date     Condition        Report By
 BX1609  HISTORY     - UNK      MONUMENTED       LAGS
 BX1609  HISTORY     - 1934     GOOD             CGS
 BX1609  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1609
 BX1609                          STATION DESCRIPTION
 BX1609
 BX1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1609'3.05 MI NW FROM ZION.
 BX1609'3.05 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1609'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, ON THE
 BX1609'OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTHWEST AND SOUTH, AT A
 BX1609'Y-JUNCTION OF ROADS, 45 FEET SOUTH OF THE CENTER LINE OF A SIDE ROAD
 BX1609'LEADING EAST, 32 FEET SOUTH OF A 10-INCH OAK WITH A TRIANGULAR BLAZE
 BX1609'ON THE SOUTHWEST SIDE OF THE TREE, 29 FEET NORTHEAST OF THE CENTER
 BX1609'LINE OF THE HIGHWAY, 15 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 BX1609'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX1609
 BX1609                          STATION RECOVERY (1981)
 BX1609
 BX1609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1610 ***********************************************************************
 BX1610  DESIGNATION -  D 3402 LAGS RESET 1955
 BX1610  PID         -  BX1610
 BX1610  STATE/COUNTY-  LA/WINN
 BX1610  USGS QUAD   -  GEORGETOWN (1984)
 BX1610
 BX1610                         *CURRENT SURVEY CONTROL
 BX1610  ___________________________________________________________________
 BX1610* NAD 83(1986)-  31 49 02.     (N)    092 29 39.     (W)     SCALED    
 BX1610* NAVD 88     -        52.95   (+/-2cm)     173.7    (feet)  VERTCON   
 BX1610  ___________________________________________________________________
 BX1610  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1610
 BX1610  VERT ORDER  -  THIRD (See Below)
 BX1610
 BX1610.The horizontal coordinates were scaled from a topographic map and have
 BX1610.an estimated accuracy of +/- 6 seconds.
 BX1610
 BX1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1610.The vertical order pertains to the NGVD 29 superseded value.
 BX1610
 BX1610.The geoid height was determined by GEOID03.
 BX1610
 BX1610;                    North         East    Units  Estimated Accuracy
 BX1610;SPC LA N     -   146,050.    1,000,550.      MT  (+/- 180 meters Scaled)
 BX1610
 BX1610                          SUPERSEDED SURVEY CONTROL
 BX1610
 BX1610  NGVD 29 (??/??/??)   52.97   (m)          173.8    (f) RESET       3  
 BX1610
 BX1610.Superseded values are not recommended for survey control.
 BX1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1610.See file dsdata.txt to determine how the superseded data were derived.
 BX1610
 BX1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR478202(NAD 83)
 BX1610_MARKER: DB = BENCH MARK DISK
 BX1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1610_STAMPING: D 3402 RESET 1955
 BX1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1610+STABILITY: SURFACE MOTION
 BX1610
 BX1610  HISTORY     - Date     Condition        Report By
 BX1610  HISTORY     - 1955     MONUMENTED       CGS
 BX1610
 BX1610                          STATION DESCRIPTION
 BX1610
 BX1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BX1610'3.05 MI NW FROM ZION.
 BX1610'IN WINN PARISH, 3.05 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE
 BX1610'JUNCTION OF STATE HIGHWAY 108 AT ZION, GRANT PARISH, IN THE SOUTHEAST
 BX1610'ANGLE OF THE T-JUNCTION OF A GRAVEL ROAD LEADING EAST, 47 FEET SOUTH
 BX1610'OF THE CENTERLINE OF THE GRAVEL ROAD, 35 FEET EAST OF THE CENTERLINE
 BX1610'OF THE HIGHWAY, 31 FEET SOUTH-SOUTHEAST OF A 14-INCH OAK TREE WITH A
 BX1610'TRIANGULAR BLAZE ON THE WEST SIDE, AND 2 FEET EAST OF A CONCRETE
 BX1610'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0274 ***********************************************************************
 BX0274  DESIGNATION -  D 3405 LAGS RESET 1955
 BX0274  PID         -  BX0274
 BX0274  STATE/COUNTY-  LA/WINN
 BX0274  USGS QUAD   -  GEORGETOWN (1984)
 BX0274
 BX0274                         *CURRENT SURVEY CONTROL
 BX0274  ___________________________________________________________________
 BX0274* NAD 83(1986)-  31 48 33.     (N)    092 29 31.     (W)     SCALED    
 BX0274* NAVD 88     -        49.94   (+/-2cm)     163.8    (feet)  VERTCON   
 BX0274  ___________________________________________________________________
 BX0274  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0274
 BX0274  VERT ORDER  -  THIRD (See Below)
 BX0274
 BX0274.The horizontal coordinates were scaled from a topographic map and have
 BX0274.an estimated accuracy of +/- 6 seconds.
 BX0274
 BX0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0274.The vertical order pertains to the NGVD 29 superseded value.
 BX0274
 BX0274.The geoid height was determined by GEOID03.
 BX0274
 BX0274;                    North         East    Units  Estimated Accuracy
 BX0274;SPC LA N     -   145,150.    1,000,760.      MT  (+/- 180 meters Scaled)
 BX0274
 BX0274                          SUPERSEDED SURVEY CONTROL
 BX0274
 BX0274  NGVD 29 (??/??/??)   49.96   (m)          163.9    (f) RESET       3  
 BX0274
 BX0274.Superseded values are not recommended for survey control.
 BX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0274.See file dsdata.txt to determine how the superseded data were derived.
 BX0274
 BX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR480193(NAD 83)
 BX0274_MARKER: DD = SURVEY DISK
 BX0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0274_SP_SET: CULVERT
 BX0274_STAMPING: D 3405 RESET 1955
 BX0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0274
 BX0274  HISTORY     - Date     Condition        Report By
 BX0274  HISTORY     - 1955     MONUMENTED       CGS
 BX0274
 BX0274                          STATION DESCRIPTION
 BX0274
 BX0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BX0274'2.45 MI NW FROM ZION.
 BX0274'IN WINN PARISH, 2.45 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE
 BX0274'JUNCTION OF STATE HIGHWAY 108 AT ZION, GRANT PARISH, AT THE NORTHWEST
 BX0274'END OF THE SUMMIT OF A HILL, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY,
 BX0274'ABOUT 100 YARDS SOUTHEAST OF A 36-INCH CONCRETE CULVERT UNDER THE
 BX0274'HIGHWAY, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET
 BX0274'SOUTHEAST OF A 16-INCH TRIANGULAR-BLAZED PINE TREE, AND 2 FEET NORTH
 BX0274'OF A CONCRETE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0276 ***********************************************************************
 BX0276  DESIGNATION -  D 3406 LAGS RESET 1955
 BX0276  PID         -  BX0276
 BX0276  STATE/COUNTY-  LA/WINN
 BX0276  USGS QUAD   -  GEORGETOWN (1984)
 BX0276
 BX0276                         *CURRENT SURVEY CONTROL
 BX0276  ___________________________________________________________________
 BX0276* NAD 83(1986)-  31 48 25.     (N)    092 29 27.     (W)     SCALED    
 BX0276* NAVD 88     -        46.48   (+/-2cm)     152.5    (feet)  VERTCON   
 BX0276  ___________________________________________________________________
 BX0276  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0276
 BX0276  VERT ORDER  -  THIRD (See Below)
 BX0276
 BX0276.The horizontal coordinates were scaled from a topographic map and have
 BX0276.an estimated accuracy of +/- 6 seconds.
 BX0276
 BX0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0276.The vertical order pertains to the NGVD 29 superseded value.
 BX0276
 BX0276.The geoid height was determined by GEOID03.
 BX0276
 BX0276;                    North         East    Units  Estimated Accuracy
 BX0276;SPC LA N     -   144,910.    1,000,870.      MT  (+/- 180 meters Scaled)
 BX0276
 BX0276                          SUPERSEDED SURVEY CONTROL
 BX0276
 BX0276  NGVD 29 (??/??/??)   46.49   (m)          152.5    (f) RESET       3  
 BX0276
 BX0276.Superseded values are not recommended for survey control.
 BX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0276.See file dsdata.txt to determine how the superseded data were derived.
 BX0276
 BX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR481191(NAD 83)
 BX0276_MARKER: DD = SURVEY DISK
 BX0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0276_STAMPING: D 3406 RESET 1955
 BX0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0276+STABILITY: SURFACE MOTION
 BX0276
 BX0276  HISTORY     - Date     Condition        Report By
 BX0276  HISTORY     - 1955     MONUMENTED       CGS
 BX0276
 BX0276                          STATION DESCRIPTION
 BX0276
 BX0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BX0276'2.3 MI NW FROM ZION.
 BX0276'IN WINN PARISH, 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE
 BX0276'JUNCTION OF STATE HIGHWAY 108 AT ZION, GRANT PARISH, ON THE OUTSIDE OF
 BX0276'THE NORTHWEST END OF A HIGHWAY CURVE, 32 FEET EAST OF THE CENTERLINE
 BX0276'OF THE HIGHWAY, 4.5 FEET NORTHWEST OF A TRIANGULAR-BLAZED POST OAK
 BX0276'TREE, AND 2 FEET SOUTHEAST OF A CONCRETE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0277 ***********************************************************************
 BX0277  DESIGNATION -  D 3407 LAGS
 BX0277  PID         -  BX0277
 BX0277  STATE/COUNTY-  LA/WINN
 BX0277  USGS QUAD   -  GEORGETOWN (1984)
 BX0277
 BX0277                         *CURRENT SURVEY CONTROL
 BX0277  ___________________________________________________________________
 BX0277* NAD 83(1986)-  31 48 14.     (N)    092 29 29.     (W)     SCALED    
 BX0277* NAVD 88     -        42.23   (+/-2cm)     138.5    (feet)  VERTCON   
 BX0277  ___________________________________________________________________
 BX0277  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0277
 BX0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0277
 BX0277.The horizontal coordinates were scaled from a topographic map and have
 BX0277.an estimated accuracy of +/- 6 seconds.
 BX0277
 BX0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0277.The vertical order pertains to the NGVD 29 superseded value.
 BX0277
 BX0277.The geoid height was determined by GEOID03.
 BX0277
 BX0277;                    North         East    Units  Estimated Accuracy
 BX0277;SPC LA N     -   144,570.    1,000,820.      MT  (+/- 180 meters Scaled)
 BX0277
 BX0277                          SUPERSEDED SURVEY CONTROL
 BX0277
 BX0277  NGVD 29 (??/??/??)   42.247  (m)          138.61   (f) ADJUSTED    2 0
 BX0277
 BX0277.Superseded values are not recommended for survey control.
 BX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0277.See file dsdata.txt to determine how the superseded data were derived.
 BX0277
 BX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR481188(NAD 83)
 BX0277_MARKER: DD = SURVEY DISK
 BX0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0277_STAMPING: D 3407
 BX0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0277+STABILITY: SURFACE MOTION
 BX0277
 BX0277  HISTORY     - Date     Condition        Report By
 BX0277  HISTORY     - UNK      MONUMENTED       LAGS
 BX0277  HISTORY     - 1950     GOOD             CGS
 BX0277  HISTORY     - 1955     GOOD             CGS
 BX0277  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0277
 BX0277                          STATION DESCRIPTION
 BX0277
 BX0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0277'2.0 MI NW FROM ZION.
 BX0277'2.0 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX0277'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, ABOUT 0.1
 BX0277'MILE NORTH OF A WOODEN BRIDGE, 38 FEET WEST OF A 10-INCH PINE WITH A
 BX0277'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 29 FEET EAST OF THE
 BX0277'CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF A REFERENCE POST, 8 FEET
 BX0277'NORTHWEST OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE
 BX0277'OF THE TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BX0277'ABOVE THE GROUND.
 BX0277
 BX0277                          STATION RECOVERY (1955)
 BX0277
 BX0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX0277'RECOVERED IN GOOD CONDITION.
 BX0277
 BX0277                          STATION RECOVERY (1981)
 BX0277
 BX0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0278 ***********************************************************************
 BX0278  DESIGNATION -  D 3408 LAGS
 BX0278  PID         -  BX0278
 BX0278  STATE/COUNTY-  LA/WINN
 BX0278  USGS QUAD   -  GEORGETOWN (1984)
 BX0278
 BX0278                         *CURRENT SURVEY CONTROL
 BX0278  ___________________________________________________________________
 BX0278* NAD 83(1986)-  31 48 03.     (N)    092 29 34.     (W)     SCALED    
 BX0278* NAVD 88     -        38.79   (+/-2cm)     127.3    (feet)  VERTCON   
 BX0278  ___________________________________________________________________
 BX0278  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0278
 BX0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0278
 BX0278.The horizontal coordinates were scaled from a topographic map and have
 BX0278.an estimated accuracy of +/- 6 seconds.
 BX0278
 BX0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0278.The vertical order pertains to the NGVD 29 superseded value.
 BX0278
 BX0278.The geoid height was determined by GEOID03.
 BX0278
 BX0278;                    North         East    Units  Estimated Accuracy
 BX0278;SPC LA N     -   144,230.    1,000,680.      MT  (+/- 180 meters Scaled)
 BX0278
 BX0278                          SUPERSEDED SURVEY CONTROL
 BX0278
 BX0278  NGVD 29 (??/??/??)   38.802  (m)          127.30   (f) ADJUSTED    2 0
 BX0278
 BX0278.Superseded values are not recommended for survey control.
 BX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0278.See file dsdata.txt to determine how the superseded data were derived.
 BX0278
 BX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR480184(NAD 83)
 BX0278_MARKER: DD = SURVEY DISK
 BX0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0278_STAMPING: D 3408
 BX0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0278+STABILITY: SURFACE MOTION
 BX0278
 BX0278  HISTORY     - Date     Condition        Report By
 BX0278  HISTORY     - UNK      MONUMENTED       LAGS
 BX0278  HISTORY     - 1950     GOOD             CGS
 BX0278  HISTORY     - 1955     GOOD             CGS
 BX0278
 BX0278                          STATION DESCRIPTION
 BX0278
 BX0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0278'1.9 MI NW FROM ZION.
 BX0278'1.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX0278'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, ON THE
 BX0278'OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTH AND SOUTHEAST, 59 FEET
 BX0278'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 49 FEET WEST OF
 BX0278'THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF A 12-INCH PINE
 BX0278'WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 10 FEET
 BX0278'NORTHEAST OF AN 8-INCH GUM WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF
 BX0278'THE TREE, 7 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 BX0278'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX0278
 BX0278                          STATION RECOVERY (1955)
 BX0278
 BX0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0280 ***********************************************************************
 BX0280  DESIGNATION -  D 3409 LAGS RESET 1955
 BX0280  PID         -  BX0280
 BX0280  STATE/COUNTY-  LA/WINN
 BX0280  USGS QUAD   -  GEORGETOWN (1984)
 BX0280
 BX0280                         *CURRENT SURVEY CONTROL
 BX0280  ___________________________________________________________________
 BX0280* NAD 83(1986)-  31 47 55.     (N)    092 29 28.     (W)     SCALED    
 BX0280* NAVD 88     -        45.04   (+/-2cm)     147.8    (feet)  VERTCON   
 BX0280  ___________________________________________________________________
 BX0280  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0280
 BX0280  VERT ORDER  -  THIRD (See Below)
 BX0280
 BX0280.The horizontal coordinates were scaled from a topographic map and have
 BX0280.an estimated accuracy of +/- 6 seconds.
 BX0280
 BX0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0280.The vertical order pertains to the NGVD 29 superseded value.
 BX0280
 BX0280.The geoid height was determined by GEOID03.
 BX0280
 BX0280;                    North         East    Units  Estimated Accuracy
 BX0280;SPC LA N     -   143,980.    1,000,840.      MT  (+/- 180 meters Scaled)
 BX0280
 BX0280                          SUPERSEDED SURVEY CONTROL
 BX0280
 BX0280  NGVD 29 (??/??/??)   45.06   (m)          147.8    (f) RESET       3  
 BX0280
 BX0280.Superseded values are not recommended for survey control.
 BX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0280.See file dsdata.txt to determine how the superseded data were derived.
 BX0280
 BX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR481182(NAD 83)
 BX0280_MARKER: DD = SURVEY DISK
 BX0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0280_SP_SET: CONCRETE POST
 BX0280_STAMPING: D 3409 RESET 1955
 BX0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0280+STABILITY: SURFACE MOTION
 BX0280
 BX0280  HISTORY     - Date     Condition        Report By
 BX0280  HISTORY     - 1955     MONUMENTED       CGS
 BX0280
 BX0280                          STATION DESCRIPTION
 BX0280
 BX0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BX0280'1.7 MI NW FROM ZION.
 BX0280'IN WINN PARISH, 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE
 BX0280'JUNCTION OF STATE HIGHWAY 108 AT ZION, GRANT PARISH, 0.1 MILE
 BX0280'NORTHWEST OF ZION BAPTIST CHURCH, ON THE SUMMIT OF A HILL, IN THE
 BX0280'NORTHWEST ANGLE OF THE INTERSECTION OF A WOODS ROAD LEADING SOUTHWEST,
 BX0280'29 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET NORTHWEST
 BX0280'OF THE CENTERLINE OF THE WOODS ROAD, 33 FEET SOUTHEAST OF A 16-INCH
 BX0280'PINE TREE, 26 FEET NORTHEAST OF A 20-INCH TRIANGULAR-BLAZED PINE TREE,
 BX0280'AND 2 FEET NORTH OF A CONCRETE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0282 ***********************************************************************
 BX0282  DESIGNATION -  D 3410 LAGS
 BX0282  PID         -  BX0282
 BX0282  STATE/COUNTY-  LA/GRANT
 BX0282  USGS QUAD   -  GEORGETOWN (1984)
 BX0282
 BX0282                         *CURRENT SURVEY CONTROL
 BX0282  ___________________________________________________________________
 BX0282* NAD 83(1986)-  31 47 49.     (N)    092 29 25.     (W)     SCALED    
 BX0282* NAVD 88     -        45.86   (+/-2cm)     150.5    (feet)  VERTCON   
 BX0282  ___________________________________________________________________
 BX0282  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0282
 BX0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0282
 BX0282.The horizontal coordinates were scaled from a topographic map and have
 BX0282.an estimated accuracy of +/- 6 seconds.
 BX0282
 BX0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0282.The vertical order pertains to the NGVD 29 superseded value.
 BX0282
 BX0282.The geoid height was determined by GEOID03.
 BX0282
 BX0282;                    North         East    Units  Estimated Accuracy
 BX0282;SPC LA N     -   143,800.    1,000,920.      MT  (+/- 180 meters Scaled)
 BX0282
 BX0282                          SUPERSEDED SURVEY CONTROL
 BX0282
 BX0282  NGVD 29 (??/??/??)   45.872  (m)          150.50   (f) ADJUSTED    2 0
 BX0282
 BX0282.Superseded values are not recommended for survey control.
 BX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0282.See file dsdata.txt to determine how the superseded data were derived.
 BX0282
 BX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR482180(NAD 83)
 BX0282_MARKER: DD = SURVEY DISK
 BX0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0282_STAMPING: D 3410
 BX0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0282+STABILITY: SURFACE MOTION
 BX0282
 BX0282  HISTORY     - Date     Condition        Report By
 BX0282  HISTORY     - UNK      MONUMENTED       LAGS
 BX0282  HISTORY     - 1950     GOOD             CGS
 BX0282  HISTORY     - 1955     GOOD             CGS
 BX0282  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0282
 BX0282                          STATION DESCRIPTION
 BX0282
 BX0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0282'1.6 MI N FROM ZION.
 BX0282'1.6 MILES NORTH ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF STATE
 BX0282'HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, AT THE JUNCTION OF
 BX0282'STATE HIGHWAYS NO. 232 AND 619, ABOUT 250 FEET WEST OF THE JUNCTION OF
 BX0282'THE ROADS, 126 FEET SOUTHEAST OF THE EAST CORNER OF THE ZION BAPTIST
 BX0282'CHURCH, 129 FEET NORTHEAST OF THE EAST CORNER OF THE CEMETERY, 108
 BX0282'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTH OF A
 BX0282'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BX0282'ABOVE THE GROUND.
 BX0282
 BX0282                          STATION RECOVERY (1955)
 BX0282
 BX0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX0282'RECOVERED IN GOOD CONDITION.
 BX0282
 BX0282                          STATION RECOVERY (1981)
 BX0282
 BX0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0284 ***********************************************************************
 BX0284  DESIGNATION -  D 3413 LAGS
 BX0284  PID         -  BX0284
 BX0284  STATE/COUNTY-  LA/GRANT
 BX0284  USGS QUAD   -  GEORGETOWN (1984)
 BX0284
 BX0284                         *CURRENT SURVEY CONTROL
 BX0284  ___________________________________________________________________
 BX0284* NAD 83(1986)-  31 47 15.     (N)    092 29 20.     (W)     SCALED    
 BX0284* NAVD 88     -        41.13   (+/-2cm)     134.9    (feet)  VERTCON   
 BX0284  ___________________________________________________________________
 BX0284  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX0284
 BX0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0284
 BX0284.The horizontal coordinates were scaled from a topographic map and have
 BX0284.an estimated accuracy of +/- 6 seconds.
 BX0284
 BX0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0284.The vertical order pertains to the NGVD 29 superseded value.
 BX0284
 BX0284.The geoid height was determined by GEOID03.
 BX0284
 BX0284;                    North         East    Units  Estimated Accuracy
 BX0284;SPC LA N     -   142,750.    1,001,050.      MT  (+/- 180 meters Scaled)
 BX0284
 BX0284                          SUPERSEDED SURVEY CONTROL
 BX0284
 BX0284  NGVD 29 (??/??/??)   41.146  (m)          134.99   (f) ADJUSTED    2 0
 BX0284
 BX0284.Superseded values are not recommended for survey control.
 BX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0284.See file dsdata.txt to determine how the superseded data were derived.
 BX0284
 BX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR483169(NAD 83)
 BX0284_MARKER: DD = SURVEY DISK
 BX0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0284_STAMPING: D 3413
 BX0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0284+STABILITY: SURFACE MOTION
 BX0284
 BX0284  HISTORY     - Date     Condition        Report By
 BX0284  HISTORY     - UNK      MONUMENTED       LAGS
 BX0284  HISTORY     - 1959     GOOD             CGS
 BX0284
 BX0284                          STATION DESCRIPTION
 BX0284
 BX0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX0284'0.9 MI N FROM ZION.
 BX0284'LOCATED 0.9 MILE NORTH ALONG STATE HIGHWAY 119 FROM ITS INTERSECTION
 BX0284'WITH STATE HIGHWAY 506 AT ZION, ABOUT 0.4 MILE NORTH OF THE RAILROAD
 BX0284'CROSSING, JUST NORTHWEST OF A CURVE WITH TANGENTS TO THE NORTHWEST AND
 BX0284'SOUTH, 49 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 BX0284'SOUTH OF A PINE TREE AND 14 FEET NORTH OF A PINE TREE, AND 1 FOOT EAST
 BX0284'OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 BX0284'LOUISIANA GEODETIC SURVEY DISK, STAMPED D 3413, SET IN THE TOP OF A
 BX0284'6-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1677 ***********************************************************************
 BX1677  DESIGNATION -  D 3415 LAGS
 BX1677  PID         -  BX1677
 BX1677  STATE/COUNTY-  LA/GRANT
 BX1677  USGS QUAD   -  GEORGETOWN (1984)
 BX1677
 BX1677                         *CURRENT SURVEY CONTROL
 BX1677  ___________________________________________________________________
 BX1677* NAD 83(1986)-  31 46 55.     (N)    092 29 24.     (W)     SCALED    
 BX1677* NAVD 88     -        41.21   (+/-2cm)     135.2    (feet)  VERTCON   
 BX1677  ___________________________________________________________________
 BX1677  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1677
 BX1677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1677
 BX1677.The horizontal coordinates were scaled from a topographic map and have
 BX1677.an estimated accuracy of +/- 6 seconds.
 BX1677
 BX1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1677.The vertical order pertains to the NGVD 29 superseded value.
 BX1677
 BX1677.The geoid height was determined by GEOID03.
 BX1677
 BX1677;                    North         East    Units  Estimated Accuracy
 BX1677;SPC LA N     -   142,140.    1,000,950.      MT  (+/- 180 meters Scaled)
 BX1677
 BX1677                          SUPERSEDED SURVEY CONTROL
 BX1677
 BX1677  NGVD 29 (??/??/??)   41.221  (m)          135.24   (f) ADJUSTED    2 0
 BX1677
 BX1677.Superseded values are not recommended for survey control.
 BX1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1677.See file dsdata.txt to determine how the superseded data were derived.
 BX1677
 BX1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR482163(NAD 83)
 BX1677_MARKER: DB = BENCH MARK DISK
 BX1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1677_STAMPING: D 3415
 BX1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1677+STABILITY: SURFACE MOTION
 BX1677
 BX1677  HISTORY     - Date     Condition        Report By
 BX1677  HISTORY     - UNK      MONUMENTED       LAGS
 BX1677  HISTORY     - 1959     GOOD             CGS
 BX1677
 BX1677                          STATION DESCRIPTION
 BX1677
 BX1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1677'5.55 MI NE FROM PACKTON.
 BX1677'LOCATED 5.15 MILES EAST ALONG STATE HIGHWAY 506, THENCE NORTH 0.4 MILE
 BX1677'ALONG STATE HIGHWAY 119, 0.1 MILE SOUTH OF THE RAILROAD CROSSING AT
 BX1677'ZION, 23 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 119, 50 PACES
 BX1677'SOUTH OF A FENCE CORNER, 57 FEET NORTH OF A POWER POLE AND 1 FOOT WEST
 BX1677'OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 BX1677'LOUISIANA GEODETIC DISK, STAMPED D 3415, SET IN THE TOP OF A 6-INCH
 BX1677'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1676 ***********************************************************************
 BX1676  DESIGNATION -  D 3416 LAGS
 BX1676  PID         -  BX1676
 BX1676  STATE/COUNTY-  LA/GRANT
 BX1676  USGS QUAD   -  GEORGETOWN (1984)
 BX1676
 BX1676                         *CURRENT SURVEY CONTROL
 BX1676  ___________________________________________________________________
 BX1676* NAD 83(1986)-  31 46 44.     (N)    092 29 23.     (W)     SCALED    
 BX1676* NAVD 88     -        35.90   (+/-2cm)     117.8    (feet)  VERTCON   
 BX1676  ___________________________________________________________________
 BX1676  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1676
 BX1676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1676
 BX1676.The horizontal coordinates were scaled from a topographic map and have
 BX1676.an estimated accuracy of +/- 6 seconds.
 BX1676
 BX1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1676.The vertical order pertains to the NGVD 29 superseded value.
 BX1676
 BX1676.The geoid height was determined by GEOID03.
 BX1676
 BX1676;                    North         East    Units  Estimated Accuracy
 BX1676;SPC LA N     -   141,800.    1,000,970.      MT  (+/- 180 meters Scaled)
 BX1676
 BX1676                          SUPERSEDED SURVEY CONTROL
 BX1676
 BX1676  NGVD 29 (??/??/??)   35.908  (m)          117.81   (f) ADJUSTED    2 0
 BX1676
 BX1676.Superseded values are not recommended for survey control.
 BX1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1676.See file dsdata.txt to determine how the superseded data were derived.
 BX1676
 BX1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR483160(NAD 83)
 BX1676_MARKER: DD = SURVEY DISK
 BX1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1676_STAMPING: D 3416
 BX1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1676+STABILITY: SURFACE MOTION
 BX1676
 BX1676  HISTORY     - Date     Condition        Report By
 BX1676  HISTORY     - UNK      MONUMENTED       LAGS
 BX1676  HISTORY     - 1959     GOOD             CGS
 BX1676
 BX1676                          STATION DESCRIPTION
 BX1676
 BX1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1676'5.4 MI NE FROM PACKTON.
 BX1676'LOCATED 5.15 MILES EAST ALONG STATE HIGHWAY 506 FROM THE RAILROAD
 BX1676'CROSSING AT PACKTON, THENCE 0.25 MILE NORTH ALONG STATE HIGHWAY 119,
 BX1676'ON THE INSIDE OF A CURVE, ON THE PROJECTED PLANE OF A FENCE LEADING
 BX1676'EAST ON THE EAST SIDE OF THE ROAD, 24 FEET WEST OF THE CENTERLINE OF
 BX1676'THE HIGHWAY, 6 FEET SOUTHEAST OF A FENCE CORNER AND 1 FOOT WEST OF A
 BX1676'METAL WITNESS POST.  IT IS A STANDARD LOUISIANA GEODETIC SURVEY DISK,
 BX1676'STAMPED D 3416, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST FLUSH
 BX1676'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1675 ***********************************************************************
 BX1675  DESIGNATION -  D 3417 LAGS
 BX1675  PID         -  BX1675
 BX1675  STATE/COUNTY-  LA/GRANT
 BX1675  USGS QUAD   -  GEORGETOWN (1984)
 BX1675
 BX1675                         *CURRENT SURVEY CONTROL
 BX1675  ___________________________________________________________________
 BX1675* NAD 83(1986)-  31 46 38.     (N)    092 29 21.     (W)     SCALED    
 BX1675* NAVD 88     -        36.92   (+/-2cm)     121.1    (feet)  VERTCON   
 BX1675  ___________________________________________________________________
 BX1675  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1675
 BX1675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1675
 BX1675.The horizontal coordinates were scaled from a topographic map and have
 BX1675.an estimated accuracy of +/- 6 seconds.
 BX1675
 BX1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1675.The vertical order pertains to the NGVD 29 superseded value.
 BX1675
 BX1675.The geoid height was determined by GEOID03.
 BX1675
 BX1675;                    North         East    Units  Estimated Accuracy
 BX1675;SPC LA N     -   141,610.    1,001,030.      MT  (+/- 180 meters Scaled)
 BX1675
 BX1675                          SUPERSEDED SURVEY CONTROL
 BX1675
 BX1675  NGVD 29 (??/??/??)   36.936  (m)          121.18   (f) ADJUSTED    2 0
 BX1675
 BX1675.Superseded values are not recommended for survey control.
 BX1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1675.See file dsdata.txt to determine how the superseded data were derived.
 BX1675
 BX1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR483158(NAD 83)
 BX1675_MARKER: DD = SURVEY DISK
 BX1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1675_STAMPING: D 3417
 BX1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1675+STABILITY: SURFACE MOTION
 BX1675
 BX1675  HISTORY     - Date     Condition        Report By
 BX1675  HISTORY     - UNK      MONUMENTED       LAGS
 BX1675  HISTORY     - 1959     GOOD             CGS
 BX1675
 BX1675                          STATION DESCRIPTION
 BX1675
 BX1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX1675'5.3 MI NE FROM PACKTON.
 BX1675'LOCATED 5.15 MILES EAST ALONG STATE HIGHWAY 506 FROM THE RAILROAD
 BX1675'CROSSING AT PACKTON, THENCE 0.15 MILE NORTH ALONG STATE HIGHWAY 119 TO
 BX1675'THE MARK ON THE RIGHT.  IT IS 31 FEET EAST OF THE CENTERLINE OF THE
 BX1675'HIGHWAY, 17 FEET SOUTHWEST OF A TRIANGULAR BLAZED TREE, 14 FEET SOUTH
 BX1675'OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS POST BEARING A
 BX1675'WHITE SIGN.  IT IS A STANDARD LOUISIANA STATE SURVEY DISK, STAMPED D
 BX1675'3417, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 2
 BX1675'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1578 ***********************************************************************
 BX1578  DESIGNATION -  D 3422 LAGS
 BX1578  PID         -  BX1578
 BX1578  STATE/COUNTY-  LA/WINN
 BX1578  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1578
 BX1578                         *CURRENT SURVEY CONTROL
 BX1578  ___________________________________________________________________
 BX1578* NAD 83(1986)-  31 54 13.     (N)    092 31 19.     (W)     SCALED    
 BX1578* NAVD 88     -        32.32   (+/-2cm)     106.0    (feet)  VERTCON   
 BX1578  ___________________________________________________________________
 BX1578  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX1578
 BX1578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1578
 BX1578.The horizontal coordinates were scaled from a topographic map and have
 BX1578.an estimated accuracy of +/- 6 seconds.
 BX1578
 BX1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1578.The vertical order pertains to the NGVD 29 superseded value.
 BX1578
 BX1578.The geoid height was determined by GEOID03.
 BX1578
 BX1578;                    North         East    Units  Estimated Accuracy
 BX1578;SPC LA N     -   155,630.      997,920.      MT  (+/- 180 meters Scaled)
 BX1578
 BX1578                          SUPERSEDED SURVEY CONTROL
 BX1578
 BX1578  NGVD 29 (??/??/??)   32.344  (m)          106.12   (f) ADJUSTED    2 0
 BX1578
 BX1578.Superseded values are not recommended for survey control.
 BX1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1578.See file dsdata.txt to determine how the superseded data were derived.
 BX1578
 BX1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR452298(NAD 83)
 BX1578_MARKER: DD = SURVEY DISK
 BX1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1578_STAMPING: D 3422
 BX1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1578+STABILITY: SURFACE MOTION
 BX1578
 BX1578  HISTORY     - Date     Condition        Report By
 BX1578  HISTORY     - UNK      MONUMENTED       LAGS
 BX1578  HISTORY     - 1950     GOOD             CGS
 BX1578
 BX1578                          STATION DESCRIPTION
 BX1578
 BX1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1578'8.0 MI E FROM WINNFIELD.
 BX1578'8.0 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX1578'WINNFIELD, 308 FEET WEST OF A 100-FOOT BRIDGE, 33 FEET SOUTH OF THE
 BX1578'CENTER LINE OF THE HIGHWAY, 5.1 FEET NORTH OF A FENCE, 2.7 FEET NORTH
 BX1578'OF A CONCRETE REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BX1578'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1579 ***********************************************************************
 BX1579  DESIGNATION -  D 3422 LAGS RESET 1957
 BX1579  PID         -  BX1579
 BX1579  STATE/COUNTY-  LA/WINN
 BX1579  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1579
 BX1579                         *CURRENT SURVEY CONTROL
 BX1579  ___________________________________________________________________
 BX1579* NAD 83(1986)-  31 54 14.     (N)    092 31 18.     (W)     SCALED    
 BX1579* NAVD 88     -        31.45   (+/-2cm)     103.2    (feet)  VERTCON   
 BX1579  ___________________________________________________________________
 BX1579  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX1579
 BX1579  VERT ORDER  -  THIRD (See Below)
 BX1579
 BX1579.The horizontal coordinates were scaled from a topographic map and have
 BX1579.an estimated accuracy of +/- 6 seconds.
 BX1579
 BX1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1579.The vertical order pertains to the NGVD 29 superseded value.
 BX1579
 BX1579.The geoid height was determined by GEOID03.
 BX1579
 BX1579;                    North         East    Units  Estimated Accuracy
 BX1579;SPC LA N     -   155,660.      997,950.      MT  (+/- 180 meters Scaled)
 BX1579
 BX1579                          SUPERSEDED SURVEY CONTROL
 BX1579
 BX1579  NGVD 29 (??/??/??)   31.48   (m)          103.3    (f) RESET       3  
 BX1579
 BX1579.Superseded values are not recommended for survey control.
 BX1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1579.See file dsdata.txt to determine how the superseded data were derived.
 BX1579
 BX1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR452298(NAD 83)
 BX1579_MARKER: DD = SURVEY DISK
 BX1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1579_STAMPING: D 3422 RESET 1957
 BX1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1579+STABILITY: SURFACE MOTION
 BX1579
 BX1579  HISTORY     - Date     Condition        Report By
 BX1579  HISTORY     - 1957     MONUMENTED       CGS
 BX1579  HISTORY     - 1960     GOOD             CGS
 BX1579
 BX1579                          STATION DESCRIPTION
 BX1579
 BX1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX1579'8.0 MI E FROM WINNFIELD.
 BX1579'LOCATED 8.0 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN
 BX1579'WINNFIELD, 310 FEET WEST OF A BRIDGE, 61 FEET NORTH OF THE CENTERLINE
 BX1579'OF THE HIGHWAY, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE, 3 FEET
 BX1579'EAST OF A CONCRETE WITNESS POST AND 1 FOOT NORTH OF A METAL WITNESS
 BX1579'POST.  IT IS A STANDARD U.S. COAST AND GEODETIC AND STATE SURVEY DISK,
 BX1579'STAMPED D 3422 RESET 1957, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BX1579'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2253 ***********************************************************************
 BK2253  DESIGNATION -  D 356
 BK2253  PID         -  BK2253
 BK2253  STATE/COUNTY-  LA/CALCASIEU
 BK2253  USGS QUAD   -  ECHO (1994)
 BK2253
 BK2253                         *CURRENT SURVEY CONTROL
 BK2253  ___________________________________________________________________
 BK2253* NAD 83(1986)-  30 08 46.     (N)    093 39 34.     (W)     SCALED    
 BK2253* NAVD 88     -         4.999  (meters)      16.40   (feet)  ADJUSTED  
 BK2253  ___________________________________________________________________
 BK2253  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK2253  DYNAMIC HT  -           4.992 (meters)      16.38  (feet)  COMP
 BK2253  MODELED GRAV-     979,312.0   (mgal)                       NAVD 88
 BK2253
 BK2253  VERT ORDER  -  FIRST     CLASS II
 BK2253
 BK2253.The horizontal coordinates were scaled from a topographic map and have
 BK2253.an estimated accuracy of +/- 6 seconds.
 BK2253
 BK2253.The orthometric height was determined by differential leveling
 BK2253.and adjusted by the National Geodetic Survey in February 1994..
 BK2253
 BK2253.The geoid height was determined by GEOID03.
 BK2253
 BK2253.The dynamic height is computed by dividing the NAVD 88
 BK2253.geopotential number by the normal gravity value computed on the
 BK2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2253.degrees latitude (g = 980.6199 gals.).
 BK2253
 BK2253.The modeled gravity was interpolated from observed gravity values.
 BK2253
 BK2253;                    North         East    Units  Estimated Accuracy
 BK2253;SPC LA S     -   184,740.      775,920.      MT  (+/- 180 meters Scaled)
 BK2253
 BK2253                          SUPERSEDED SURVEY CONTROL
 BK2253
 BK2253  NAVD 88 (06/15/91)    4.999  (m)           16.40   (f) UNKNOWN     1 2
 BK2253  NGVD 29 (??/??/??)    4.957  (m)           16.26   (f) ADJUSTED    1 2
 BK2253
 BK2253.Superseded values are not recommended for survey control.
 BK2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2253.See file dsdata.txt to determine how the superseded data were derived.
 BK2253
 BK2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP364351(NAD 83)
 BK2253_MARKER: I = METAL ROD
 BK2253_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2253_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK2253_STAMPING: D 356 1981
 BK2253_MARK LOGO: NGS   
 BK2253_PROJECTION: FLUSH
 BK2253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2253+STABILITY: POSITION/ELEVATION WELL
 BK2253_ROD/PIPE-DEPTH: 18.3 meters
 BK2253_SLEEVE-DEPTH  : 9.1 meters
 BK2253
 BK2253  HISTORY     - Date     Condition        Report By
 BK2253  HISTORY     - 1981     MONUMENTED       NGS
 BK2253  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2253
 BK2253                          STATION DESCRIPTION
 BK2253
 BK2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2253'8.8 KM (5.5 MI) SW FROM VINTON.
 BK2253'8.8 KILOMETERS (5.5 MILES) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE
 BK2253'CITY MUNICIPAL BUILDING IN VINTON TO THE
 BK2253'MARK ON THE LEFT AT THE SOUTHWEST END OF THE
 BK2253'MEDIAN OF THE NORTHEAST AND SOUTHWEST BOUND LANE OF HIGHWAY 90,
 BK2253'DIRECTLY ACROSS THE NORTHEASTBOUND LANE FROM THE NORTHWEST LEG OF AN
 BK2253'INTERSTATE 10 HIGHWAY SIGN (WEIGHT STATION RIGHT LANE), 2.4
 BK2253'KILOMETERS (1.5 MILES) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 BK2253'109, 3.65 METERS (12.0 FEET) SOUTHEAST OF THE SOUTHWESTBOUND LANE OF
 BK2253'THE HIGHWAY, 10.97 METERS (36.O FEET) EAST OF THE CENTER OF THE
 BK2253'JUNCTION OF A SHELL DRIVE OF A SINGLE STORY FRAME HOUSE, 15.24 METERS
 BK2253'(50.0 FEET) NORTHWEST OF THE NORTHWEST LEG OF THE INTERSTATE 10 WEIGHT
 BK2253'STATION SIGN, 2.86 METERS (9.4 FEET) SOUTHWEST OF A METAL POST OF A
 BK2253'HIGHWAY SIGN (KEEP RIGHT), 4.26 METERS (14.0 FEET) NORTHEAST OF THE
 BK2253'SOUTHWEST END OF THE CONCRETE CURBING AROUND THE MEDIAN OF THE
 BK2253'HIGHWAY.
 BK2253'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BK2253'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2253
 BK2253                          STATION RECOVERY (2004)
 BK2253
 BK2253'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2487 ***********************************************************************
 CQ2487  DESIGNATION -  D 37
 CQ2487  PID         -  CQ2487
 CQ2487  STATE/COUNTY-  LA/WEBSTER
 CQ2487  USGS QUAD   -  CULLEN (1981)
 CQ2487
 CQ2487                         *CURRENT SURVEY CONTROL
 CQ2487  ___________________________________________________________________
 CQ2487* NAD 83(1986)-  32 55 19.     (N)    093 27 05.     (W)     SCALED    
 CQ2487* NAVD 88     -        78.192  (meters)     256.53   (feet)  ADJUSTED  
 CQ2487  ___________________________________________________________________
 CQ2487  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2487  DYNAMIC HT  -          78.107 (meters)     256.26  (feet)  COMP
 CQ2487  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 CQ2487
 CQ2487  VERT ORDER  -  SECOND    CLASS 0
 CQ2487
 CQ2487.The horizontal coordinates were scaled from a topographic map and have
 CQ2487.an estimated accuracy of +/- 6 seconds.
 CQ2487
 CQ2487.The orthometric height was determined by differential leveling
 CQ2487.and adjusted by the National Geodetic Survey in June 1991..
 CQ2487.WARNING-Repeat measurements at this control monument indicate possible
 CQ2487.vertical movement.
 CQ2487
 CQ2487.The geoid height was determined by GEOID03.
 CQ2487
 CQ2487.The dynamic height is computed by dividing the NAVD 88
 CQ2487.geopotential number by the normal gravity value computed on the
 CQ2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2487.degrees latitude (g = 980.6199 gals.).
 CQ2487
 CQ2487.The modeled gravity was interpolated from observed gravity values.
 CQ2487
 CQ2487;                    North         East    Units  Estimated Accuracy
 CQ2487;SPC LA N     -   268,940.      911,010.      MT  (+/- 180 meters Scaled)
 CQ2487
 CQ2487                          SUPERSEDED SURVEY CONTROL
 CQ2487
 CQ2487  NGVD 29 (??/??/??)   78.254  (m)          256.74   (f) ADJUSTED    2 0
 CQ2487
 CQ2487.Superseded values are not recommended for survey control.
 CQ2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2487.See file dsdata.txt to determine how the superseded data were derived.
 CQ2487
 CQ2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS577427(NAD 83)
 CQ2487_MARKER: DB = BENCH MARK DISK
 CQ2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2487_STAMPING: D 37 1934
 CQ2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2487+STABILITY: SURFACE MOTION
 CQ2487
 CQ2487  HISTORY     - Date     Condition        Report By
 CQ2487  HISTORY     - 1934     MONUMENTED       USGS
 CQ2487
 CQ2487                          STATION DESCRIPTION
 CQ2487
 CQ2487'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CQ2487'2.0 MI N FROM SARETA.
 CQ2487'16 YARDS W OF TRACKS, 3 FEET S OF FENCE CORNER AT ROAD CROSSING,
 CQ2487'62 YARDS SW OF MILEAGE 53/15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0723 ***********************************************************************
 AT0723  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0723  DESIGNATION -  D 370
 AT0723  PID         -  AT0723
 AT0723  STATE/COUNTY-  LA/PLAQUEMINES
 AT0723  USGS QUAD   -  PORT SULPHUR (1993)
 AT0723
 AT0723                         *CURRENT SURVEY CONTROL
 AT0723  ___________________________________________________________________
 AT0723* NAD 83(1992)-  29 27 22.52186(N)    089 39 56.52126(W)     ADJUSTED  
 AT0723* NAVD 88     -        -0.92 **(meters)      -3.0  **(feet)  GPS OBS(2004.65)
 AT0723  **This station is located in a subsidence area (see below).
 AT0723  ___________________________________________________________________
 AT0723  X           -      32,429.405 (meters)                     COMP
 AT0723  Y           -  -5,558,028.339 (meters)                     COMP
 AT0723  Z           -   3,118,021.273 (meters)                     COMP
 AT0723  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AT0723  ELLIP HEIGHT-         -25.26  (meters)          (12/29/04) GPS OBS
 AT0723  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AT0723  DYNAMIC HT  -          -0.91  (meters)      -3.0   (feet)  COMP
 AT0723  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 AT0723
 AT0723  HORZ ORDER  -  B
 AT0723  VERT ORDER  -  THIRD (See Below)
 AT0723  ELLP ORDER  -  FOURTH    CLASS I
 AT0723
 AT0723.The horizontal coordinates were established by GPS observations
 AT0723.and adjusted by the National Geodetic Survey in December 2004..
 AT0723
 AT0723 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0723 ** and geoid heights are valid at the date of observation. These heights
 AT0723 ** must always be validated when used as control.
 AT0723 ** The orthometric height was determined by GPS observations using
 AT0723 ** precise GPS observation and processing techniques and a new
 AT0723 ** realization of GEOID03. It supersedes the leveled height previously
 AT0723 ** determined for this station.
 AT0723 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0723 ** epoch indicated which incorporates improved geoid heights for the
 AT0723 ** Southern Louisiana Subsidence area.
 AT0723 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0723.The orthometric height was determined by GPS observations and a
 AT0723.high-resolution geoid model using precise GPS observation and
 AT0723.processing techniques. It supersedes the leveled height previously
 AT0723.determined for this station.
 AT0723.WARNING-GPS observations at this control monument resulted in a GPS
 AT0723.derived orthometric height which differed from the leveled height by
 AT0723.more than one decimeter (0.1 meter).
 AT0723.The vertical order pertains to the first NAVD 88 superseded value.
 AT0723
 AT0723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0723
 AT0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0723
 AT0723.The ellipsoidal height was determined by GPS observations
 AT0723.and is referenced to NAD 83.
 AT0723
 AT0723.The geoid height was determined by GEOID03.
 AT0723
 AT0723.The dynamic height is computed by dividing the NAVD 88
 AT0723.geopotential number by the normal gravity value computed on the
 AT0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0723.degrees latitude (g = 980.6199 gals.).
 AT0723
 AT0723.The modeled gravity was interpolated from observed gravity values.
 AT0723
 AT0723;                    North         East     Units Scale Factor Converg.
 AT0723;SPC LA S     -   107,174.232 1,161,763.157   MT  0.99997060   +0 50 01.8
 AT0723;SPC LA S     -   351,620.79  3,811,551.29   sFT  0.99997060   +0 50 01.8
 AT0723;UTM  16      - 3,261,495.544   241,460.857   MT  1.00042485   -1 18 41.8
 AT0723
 AT0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0723!SPC LA S     -   1.00000397  x   0.99997060  =   0.99997457
 AT0723!UTM  16      -   1.00000397  x   1.00042485  =   1.00042882
 AT0723
 AT0723                          SUPERSEDED SURVEY CONTROL
 AT0723
 AT0723  NAVD 88 (02/14/94)   -0.782  (m)           -2.57   (f) READJUSTED  3  
 AT0723  NAVD 88 (06/15/91)   -0.726  (m)           -2.38   (f) UNKNOWN     1 2
 AT0723  NGVD 29 (??/??/??)   -0.695  (m)           -2.28   (f) ADJUSTED    1 2
 AT0723
 AT0723.Superseded values are not recommended for survey control.
 AT0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0723.See file dsdata.txt to determine how the superseded data were derived.
 AT0723
 AT0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4146161496(NAD 83)
 AT0723_MARKER: I = METAL ROD
 AT0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AT0723_SP_SET: STAINLESS STEEL ROD
 AT0723_STAMPING: D 370 1984
 AT0723_MARK LOGO: NGS   
 AT0723_PROJECTION: FLUSH
 AT0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AT0723+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 AT0723_ROD/PIPE-DEPTH: 30.5 meters
 AT0723
 AT0723  HISTORY     - Date     Condition        Report By
 AT0723  HISTORY     - 1984     MONUMENTED       NGS
 AT0723  HISTORY     - 20021121 GOOD             3001
 AT0723
 AT0723                          STATION DESCRIPTION
 AT0723
 AT0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0723'7.3 KM (4.55 MI) SE FROM PORT SULPHUR.
 AT0723'7.3 KM (4.55 MI) SOUTHEAST ALONG STATE ROUTE 23 FROM THE POST OFFICE
 AT0723'IN PORT SULPHUR TO THE JUNCTION OF OLD ROUTE 23 ON THE LEFT AND THE
 AT0723'MARK ON THE RIGHT, 19.90 METERS (65.3 FT) SOUTHWEST OF THE CENTER LINE
 AT0723'OF ROUTE 23 SOUTHBOUND, 36.58 METERS (120.0 FT) SOUTHEAST OF A FENCE
 AT0723'CORNER POST AND 0.30 METERS (1.0 FT) NORTHEAST OF A FENCE.
 AT0723'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 AT0723'THE MARK IS ABOVE LEVEL WITH ROUTE 23.
 AT0723
 AT0723                          STATION RECOVERY (2002)
 AT0723
 AT0723'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AT0723'THE STATION IS LOCATED IN SOUTHERN PORT SULPHUR, 6.2 MILES NORTHWEST
 AT0723'OF THE DRAW  BRIDGE OVER THE DULLUTE BAYOU IN EMPIRE.
 AT0723' 
 AT0723'OWNERSHIP- UNKNOWN
 AT0723' 
 AT0723'TO REACH THE STATION FROM THE INTERSECTION OF THE POST OFFICE AND HWY.
 AT0723'23 IN PORT  SULPHUR PROCEED SOUTH ON HWY. 23 FOR 4.55 MILES TO THE
 AT0723'JUNCTION OF OLD HWY. 23 AND  STATION ON RIGHT.
 AT0723' 
 AT0723'THE STATION IS 65' SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 AT0723'OF NEW HWY 23,  120' SOUTHEAST OF THE NORTHEAST FENCE CORNER, 1'
 AT0723'NORTHEAST OF A FENCE, 5.6' NORTHEAST OF  A POWER POLE. STATION IS A
 AT0723'STAINLESS ROD DRIVEN 30.5 MTEERS. STAMPED D 370 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3703 ***********************************************************************
 BJ3703  DESIGNATION -  D 378
 BJ3703  PID         -  BJ3703
 BJ3703  STATE/COUNTY-  LA/ST LANDRY
 BJ3703  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ3703
 BJ3703                         *CURRENT SURVEY CONTROL
 BJ3703  ___________________________________________________________________
 BJ3703* NAD 83(1986)-  30 32 45.     (N)    091 48 48.     (W)     SCALED    
 BJ3703* NAVD 88     -        13.434  (meters)      44.07   (feet)  ADJUSTED  
 BJ3703  ___________________________________________________________________
 BJ3703  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3703  DYNAMIC HT  -          13.417 (meters)      44.02  (feet)  COMP
 BJ3703  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BJ3703
 BJ3703  VERT ORDER  -  FIRST     CLASS II
 BJ3703
 BJ3703.The horizontal coordinates were scaled from a topographic map and have
 BJ3703.an estimated accuracy of +/- 6 seconds.
 BJ3703
 BJ3703.The orthometric height was determined by differential leveling
 BJ3703.and adjusted by the National Geodetic Survey in February 1994..
 BJ3703
 BJ3703.The geoid height was determined by GEOID03.
 BJ3703
 BJ3703.The dynamic height is computed by dividing the NAVD 88
 BJ3703.geopotential number by the normal gravity value computed on the
 BJ3703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3703.degrees latitude (g = 980.6199 gals.).
 BJ3703
 BJ3703.The modeled gravity was interpolated from observed gravity values.
 BJ3703
 BJ3703;                    North         East    Units  Estimated Accuracy
 BJ3703;SPC LA S     -   226,870.      953,940.      MT  (+/- 180 meters Scaled)
 BJ3703
 BJ3703                          SUPERSEDED SURVEY CONTROL
 BJ3703
 BJ3703.No superseded survey control is available for this station.
 BJ3703
 BJ3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP138798(NAD 83)
 BJ3703_MARKER: DB = BENCH MARK DISK
 BJ3703_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3703_SP_SET: BRIDGE ABUTMENT
 BJ3703_STAMPING: D 378 1986
 BJ3703_MARK LOGO: NGS   
 BJ3703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3703
 BJ3703  HISTORY     - Date     Condition        Report By
 BJ3703  HISTORY     - 1986     MONUMENTED       NGS
 BJ3703
 BJ3703                          STATION DESCRIPTION
 BJ3703
 BJ3703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3703'6.0 KM (3.7 MI) WEST FROM KROTZ SPRINGS.
 BJ3703'6.0 KM (3.7 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE WEST END OF
 BJ3703'THE BRIDGE OVER THE ATCHAFALAYA RIVER IN KROTZ SPRINGS TO THE MARK ON
 BJ3703'THE RIGHT IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE WEST
 BJ3703'BOUND BRIDGE OVER U.S. HIGHWAY 71.  IT IS 6.10 METERS (20.0 FT) NORTH
 BJ3703'OF THE CENTERLINE OF THE HIGHWAY AND 0.15 METERS (0.5 FT) EAST OF THE
 BJ3703'WEST EDGE OF THE ABUTMENT.
 BJ3703'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1616 ***********************************************************************
 CQ1616  DESIGNATION -  D 38
 CQ1616  PID         -  CQ1616
 CQ1616  STATE/COUNTY-  LA/BIENVILLE
 CQ1616  USGS QUAD   -  FRYEBURG (1986)
 CQ1616
 CQ1616                         *CURRENT SURVEY CONTROL
 CQ1616  ___________________________________________________________________
 CQ1616* NAD 83(1986)-  32 23 29.     (N)    093 13 45.     (W)     SCALED    
 CQ1616* NAVD 88     -        81.81   (+/-2cm)     268.4    (feet)  VERTCON   
 CQ1616  ___________________________________________________________________
 CQ1616  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1616
 CQ1616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1616
 CQ1616.The horizontal coordinates were scaled from a topographic map and have
 CQ1616.an estimated accuracy of +/- 6 seconds.
 CQ1616
 CQ1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1616.The vertical order pertains to the NGVD 29 superseded value.
 CQ1616
 CQ1616.The geoid height was determined by GEOID03.
 CQ1616
 CQ1616;                    North         East    Units  Estimated Accuracy
 CQ1616;SPC LA N     -   209,940.      931,400.      MT  (+/- 180 meters Scaled)
 CQ1616
 CQ1616                          SUPERSEDED SURVEY CONTROL
 CQ1616
 CQ1616  NGVD 29 (??/??/??)   81.873  (m)          268.61   (f) ADJUSTED    2 0
 CQ1616
 CQ1616.Superseded values are not recommended for survey control.
 CQ1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1616.See file dsdata.txt to determine how the superseded data were derived.
 CQ1616
 CQ1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR784838(NAD 83)
 CQ1616_MARKER: DB = BENCH MARK DISK
 CQ1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1616_STAMPING: D 38 1934
 CQ1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1616+STABILITY: SURFACE MOTION
 CQ1616
 CQ1616  HISTORY     - Date     Condition        Report By
 CQ1616  HISTORY     - 1934     MONUMENTED       CGS
 CQ1616  HISTORY     - 1938     GOOD             LOCSUR
 CQ1616  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1616
 CQ1616                          STATION DESCRIPTION
 CQ1616
 CQ1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1616'1.3 MI N FROM LAWHON.
 CQ1616'ABOUT 1.3 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1616'LAWHON, BIENVILLE PARISH, ABOUT 0.6 MILE NORTH OF MILEPOST 95, AT A
 CQ1616'ROAD CROSSING, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 16
 CQ1616'YARDS EAST OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD DISK,
 CQ1616'STAMPED D 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1616
 CQ1616                          STATION RECOVERY (1938)
 CQ1616
 CQ1616'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 CQ1616'RECOVERED IN GOOD CONDITION.
 CQ1616
 CQ1616                          STATION RECOVERY (1982)
 CQ1616
 CQ1616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0573 ***********************************************************************
 AV0573  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0573  DESIGNATION -  D 380
 AV0573  PID         -  AV0573
 AV0573  STATE/COUNTY-  LA/VERMILION
 AV0573  USGS QUAD   -  ABBEVILLE WEST (1994)
 AV0573
 AV0573                         *CURRENT SURVEY CONTROL
 AV0573  ___________________________________________________________________
 AV0573* NAD 83(1992)-  29 53 19.29214(N)    092 10 02.85488(W)     ADJUSTED  
 AV0573* NAVD 88     -         0.95 **(meters)       3.1  **(feet)  LEVELING(2004.65)
 AV0573  **This station is located in a subsidence area (see below).
 AV0573  **This station is included in the VTDP model (see below).
 AV0573  ___________________________________________________________________
 AV0573  EPOCH DATE  -        2004.65
 AV0573  X           -    -209,312.339 (meters)                     COMP
 AV0573  Y           -  -5,530,433.808 (meters)                     COMP
 AV0573  Z           -   3,159,669.410 (meters)                     COMP
 AV0573  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0573  ELLIP HEIGHT-         -25.63  (meters)          (06/22/05) GPS OBS
 AV0573  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AV0573
 AV0573  HORZ ORDER  -  B
 AV0573  VERT ORDER  -  THIRD
 AV0573  ELLP ORDER  -  FOURTH    CLASS I
 AV0573
 AV0573.The horizontal coordinates were established by GPS observations
 AV0573.and adjusted by the National Geodetic Survey in June 2005..
 AV0573.The horizontal coordinates are valid at the epoch date displayed above.
 AV0573.The epoch date for horizontal control is a decimal equivalence
 AV0573.of Year/Month/Day.
 AV0573
 AV0573 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0573 ** and geoid heights are valid at the date of observation. These heights
 AV0573 ** must always be validated when used as control.
 AV0573 ** The orthometric height was determined with a Vertical Time-dependent
 AV0573 ** Positioning (VTDP) model and has been validated through GPS observations
 AV0573 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AV0573 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0573 ** epoch indicated which incorporates improved geoid heights for the
 AV0573 ** Southern Louisiana Subsidence area
 AV0573 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0573.The orthometric height was determined by differential leveling.
 AV0573.The vertical network tie was performed by a horz. field party for horz.
 AV0573.obs reductions. Reset procedures were used to establish the elevation.
 AV0573
 AV0573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0573
 AV0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0573
 AV0573.The ellipsoidal height was determined by GPS observations
 AV0573.and is referenced to NAD 83.
 AV0573
 AV0573.The geoid height was determined by GEOID03.
 AV0573
 AV0573;                    North         East     Units Scale Factor Converg.
 AV0573;SPC LA S     -   154,221.920   919,435.128   MT  0.99992765   -0 25 01.5
 AV0573;SPC LA S     -   505,976.42  3,016,513.42   sFT  0.99992765   -0 25 01.5
 AV0573;UTM  15      - 3,306,742.706   580,387.478   MT  0.99967973   +0 24 53.6
 AV0573
 AV0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0573!SPC LA S     -   1.00000403  x   0.99992765  =   0.99993167
 AV0573!UTM  15      -   1.00000403  x   0.99967973  =   0.99968375
 AV0573
 AV0573                          SUPERSEDED SURVEY CONTROL
 AV0573
 AV0573  NAVD 88 (02/14/94)    1.006  (m)            3.30   (f) ADJUSTED    1 2
 AV0573
 AV0573.Superseded values are not recommended for survey control.
 AV0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0573.See file dsdata.txt to determine how the superseded data were derived.
 AV0573
 AV0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8038706743(NAD 83)
 AV0573_MARKER: I = METAL ROD
 AV0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AV0573_SP_SET: STAINLESS STEEL ROD
 AV0573_STAMPING: D 380 1986
 AV0573_MARK LOGO: NGS   
 AV0573_PROJECTION: RECESSED 0 CENTIMETERS
 AV0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0573+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AV0573_ROD/PIPE-DEPTH: 21.8 meters
 AV0573
 AV0573  HISTORY     - Date     Condition        Report By
 AV0573  HISTORY     - 1986     MONUMENTED       NGS
 AV0573  HISTORY     - 20040601 GOOD             NGS
 AV0573  HISTORY     - 20051014 GOOD             NGS
 AV0573
 AV0573                          STATION DESCRIPTION
 AV0573
 AV0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AV0573'5.5 KM (3.4 MI) NORTH FROM ESTHER.
 AV0573'5.25 KM (3.25 MI) NORTH ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 AV0573'STATE HIGHWAY 333 IN ESTHER TO THE JUNCTION OF STATE HIGHWAY 690,
 AV0573'THENCE 0.25 KM (0.15 MI) EAST ALONG STATE HIGHWAY 690 TO THE JUNCTION
 AV0573'OF A GRAVEL ROAD NUMBER P-7-38 LEADING NORTH AND THE MARK ON THE LEFT,
 AV0573'IN THE NORTHEAST ANGLE OF THE JUNCTION, 9.14 METERS (30.0 FT) NORTH OF
 AV0573'THE CENTERLINE OF THE HIGHWAY, 5.64 METERS (18.5 MI) EAST OF THE
 AV0573'CENTER OF THE GRAVEL ROAD, 2.25 METERS (7.4 FT) NORTH OF A CORNER
 AV0573'FENCE POST, 0.43 METER (1.4 FT) WEST OF A BARBED WIRE FENCE.
 AV0573'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AV0573'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 AV0573'THE MARK IS 0.09 M BELOW HIGHWAY.
 AV0573
 AV0573                          STATION RECOVERY (2004)
 AV0573
 AV0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 AV0573'THE STATION IS LOCATED 5.5 KM NORTH OF ESTHER.
 AV0573' 
 AV0573'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 82 AND 333 IN
 AV0573'ESTHER GO NORTH ALONG  HWY 82 FOR 5.25 KM TO THE JUNCTION OF STATE HWY
 AV0573'690 AND A SIGN POINTING TOWARDS PORT OF  VERMILLION, TURN RIGHT AND GO
 AV0573'EAST ON HWY 690 FOR 0.25 KM TO THE JUNCTION OF BUCK ROAD LEADING
 AV0573'NORTH AND THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF THE
 AV0573'INTERSECTION.
 AV0573' 
 AV0573'THE STATION IS LOCATED 9.14 M NORTH OF THE CENTERLINE OF THE HWY, 5.64
 AV0573'M EAST OF THE CENTER OF  BUCK ROAD, 2.25 M NORTH OF A FENCE CORNER
 AV0573'POST, 0.43 M WEST OF A WIRE FENCE, 0.3 M WEST FROM A  WITNESS POST,
 AV0573'AND 0.1 M BELOW THE LEVEL OF THE HWY.
 AV0573
 AV0573                          STATION RECOVERY (2005)
 AV0573
 AV0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AV0573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3719 ***********************************************************************
 BJ3719  DESIGNATION -  D 383
 BJ3719  PID         -  BJ3719
 BJ3719  STATE/COUNTY-  LA/ST TAMMANY
 BJ3719  USGS QUAD   -  MARTINVILLE (1983)
 BJ3719
 BJ3719                         *CURRENT SURVEY CONTROL
 BJ3719  ___________________________________________________________________
 BJ3719* NAD 83(1986)-  30 30 08.     (N)    090 12 03.     (W)     SCALED    
 BJ3719* NAVD 88     -        10.220  (meters)      33.53   (feet)  ADJUSTED  
 BJ3719  ___________________________________________________________________
 BJ3719  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ3719  DYNAMIC HT  -          10.206 (meters)      33.48  (feet)  COMP
 BJ3719  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 BJ3719
 BJ3719  VERT ORDER  -  FIRST     CLASS II
 BJ3719
 BJ3719.The horizontal coordinates were scaled from a topographic map and have
 BJ3719.an estimated accuracy of +/- 6 seconds.
 BJ3719
 BJ3719.The orthometric height was determined by differential leveling
 BJ3719.and adjusted by the National Geodetic Survey in February 1994..
 BJ3719
 BJ3719.The geoid height was determined by GEOID03.
 BJ3719
 BJ3719.The dynamic height is computed by dividing the NAVD 88
 BJ3719.geopotential number by the normal gravity value computed on the
 BJ3719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3719.degrees latitude (g = 980.6199 gals.).
 BJ3719
 BJ3719.The modeled gravity was interpolated from observed gravity values.
 BJ3719
 BJ3719;                    North         East    Units  Estimated Accuracy
 BJ3719;SPC LA S     -   222,480.    1,108,710.      MT  (+/- 180 meters Scaled)
 BJ3719
 BJ3719                          SUPERSEDED SURVEY CONTROL
 BJ3719
 BJ3719.No superseded survey control is available for this station.
 BJ3719
 BJ3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP686777(NAD 83)
 BJ3719_MARKER: I = METAL ROD
 BJ3719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3719_SP_SET: STAINLESS STEEL ROD
 BJ3719_STAMPING: D 383 1986
 BJ3719_MARK LOGO: NGS   
 BJ3719_PROJECTION: FLUSH
 BJ3719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3719_ROD/PIPE-DEPTH: 8.5  meters
 BJ3719
 BJ3719  HISTORY     - Date     Condition        Report By
 BJ3719  HISTORY     - 1986     MONUMENTED       NGS
 BJ3719
 BJ3719                          STATION DESCRIPTION
 BJ3719
 BJ3719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3719'6.9 KM (4.3 MI) WEST FROM COVINGTON.
 BJ3719'6.9 KM (4.3 MI) WEST ALONG U.S. HIGHWAY 190 FROM THE COVINGTON HIGH
 BJ3719'SCHOOL ON THE WEST SIDE OF COVINGTON TO THE MARK ON THE RIGHT.  IT IS
 BJ3719'23.0 METERS (75.5 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 190,
 BJ3719'10.6 METERS (35.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 BJ3719'1077 AND 1.2 METERS (4.0 FT) EAST OF A HIGHWAY RIGHT-OF-WAY MARKER.
 BJ3719'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3719'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 BJ3719'THE MARK IS 0.60 M BELOW HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5360 ***********************************************************************
 BJ5360  DESIGNATION -  D 388
 BJ5360  PID         -  BJ5360
 BJ5360  STATE/COUNTY-  LA/TANGIPAHOA
 BJ5360  USGS QUAD   -  KENTWOOD (1980)
 BJ5360
 BJ5360                         *CURRENT SURVEY CONTROL
 BJ5360  ___________________________________________________________________
 BJ5360* NAD 83(1986)-  30 54 11.     (N)    090 30 44.     (W)     SCALED    
 BJ5360* NAVD 88     -        59.099  (meters)     193.89   (feet)  ADJUSTED  
 BJ5360  ___________________________________________________________________
 BJ5360  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5360  DYNAMIC HT  -          59.023 (meters)     193.64  (feet)  COMP
 BJ5360  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 BJ5360
 BJ5360  VERT ORDER  -  FIRST     CLASS II
 BJ5360
 BJ5360.The horizontal coordinates were scaled from a topographic map and have
 BJ5360.an estimated accuracy of +/- 6 seconds.
 BJ5360
 BJ5360.The orthometric height was determined by differential leveling
 BJ5360.and adjusted by the National Geodetic Survey in February 1994..
 BJ5360
 BJ5360.The geoid height was determined by GEOID03.
 BJ5360
 BJ5360.The dynamic height is computed by dividing the NAVD 88
 BJ5360.geopotential number by the normal gravity value computed on the
 BJ5360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5360.degrees latitude (g = 980.6199 gals.).
 BJ5360
 BJ5360.The modeled gravity was interpolated from observed gravity values.
 BJ5360
 BJ5360;                    North         East    Units  Estimated Accuracy
 BJ5360;SPC LA S     -   266,660.    1,078,500.      MT  (+/- 180 meters Scaled)
 BJ5360
 BJ5360                          SUPERSEDED SURVEY CONTROL
 BJ5360
 BJ5360.No superseded survey control is available for this station.
 BJ5360
 BJ5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ377215(NAD 83)
 BJ5360_MARKER: I = METAL ROD
 BJ5360_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ5360_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ5360_STAMPING: D 388 1992
 BJ5360_MARK LOGO: NGS   
 BJ5360_PROJECTION: FLUSH
 BJ5360_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ5360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5360+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ5360_ROD/PIPE-DEPTH: 6.1  meters
 BJ5360_SLEEVE-DEPTH  : 0.9 meters
 BJ5360
 BJ5360  HISTORY     - Date     Condition        Report By
 BJ5360  HISTORY     - 1992     MONUMENTED       NGS
 BJ5360  HISTORY     - 20031027 GOOD             JCLS
 BJ5360  HISTORY     - 20060413 GOOD             NGS
 BJ5360
 BJ5360                          STATION DESCRIPTION
 BJ5360
 BJ5360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BJ5360'3.8 KM (2.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ5360'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, 54.8 M (179.8 FT) WEST
 BJ5360'OF THE NEAR RAIL, 15.8 M (51.8 FT) WEST OF AND LEVEL WITH THE
 BJ5360'CENTERLINE OF U.S. HIGHWAY 51, 8.3 M (27.2 FT) SOUTH OF THE CENTER OF
 BJ5360'THE MOST SOUTHERLY ENTRANCE ROAD LEADING TO AN OFFICE FOR A BRICK
 BJ5360'FACTORY, 1.2 M (3.9 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 1.2 M
 BJ5360'(3.9 FT) NORTH-NORTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, AND
 BJ5360'0.7 M (2.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 BJ5360'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 BJ5360'THE SPECIFICATIONS FOR A CLASS A MARK.
 BJ5360
 BJ5360                          STATION RECOVERY (2003)
 BJ5360
 BJ5360'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 BJ5360'RECOVERED IN GOOD CONDITION.
 BJ5360
 BJ5360                          STATION RECOVERY (2006)
 BJ5360
 BJ5360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ5360'RECOVERED IN GOOD CONDITION.  NOTE--LOGO CAP IS MISSING. I RESTAMPED D
 BJ5360'388 WHERE D 388 HAD ORIGINALLY BEEN STAMPED.  IT HAD BEEN SCRAPED OFF,
 BJ5360'SO I RESTAMPED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0918 ***********************************************************************
 CQ0918  DESIGNATION -  D 39
 CQ0918  PID         -  CQ0918
 CQ0918  STATE/COUNTY-  LA/BIENVILLE
 CQ0918  USGS QUAD   -  BIENVILLE (1986)
 CQ0918
 CQ0918                         *CURRENT SURVEY CONTROL
 CQ0918  ___________________________________________________________________
 CQ0918* NAD 83(1986)-  32 18 51.     (N)    092 58 04.     (W)     SCALED    
 CQ0918* NAVD 88     -        62.22   (+/-2cm)     204.1    (feet)  VERTCON   
 CQ0918  ___________________________________________________________________
 CQ0918  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0918
 CQ0918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0918
 CQ0918.The horizontal coordinates were scaled from a topographic map and have
 CQ0918.an estimated accuracy of +/- 6 seconds.
 CQ0918
 CQ0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0918.The vertical order pertains to the NGVD 29 superseded value.
 CQ0918
 CQ0918.The geoid height was determined by GEOID03.
 CQ0918
 CQ0918;                    North         East    Units  Estimated Accuracy
 CQ0918;SPC LA N     -   201,240.      955,950.      MT  (+/- 180 meters Scaled)
 CQ0918
 CQ0918                          SUPERSEDED SURVEY CONTROL
 CQ0918
 CQ0918  NGVD 29 (??/??/??)   62.278  (m)          204.32   (f) ADJUSTED    2 0
 CQ0918
 CQ0918.Superseded values are not recommended for survey control.
 CQ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0918.See file dsdata.txt to determine how the superseded data were derived.
 CQ0918
 CQ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR030752(NAD 83)
 CQ0918_MARKER: DB = BENCH MARK DISK
 CQ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0918_STAMPING: D 39 1934
 CQ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0918+STABILITY: SURFACE MOTION
 CQ0918
 CQ0918  HISTORY     - Date     Condition        Report By
 CQ0918  HISTORY     - 1934     MONUMENTED       CGS
 CQ0918
 CQ0918                          STATION DESCRIPTION
 CQ0918
 CQ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0918'3.0 MI S FROM BIENVILLE.
 CQ0918'3.0 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ0918'BIENVILLE, BIENVILLE PARISH, 360 YARDS SOUTH OF A FARMHOUSE, 26 FEET
 CQ0918'EAST OF MILEPOST 80, 58 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 CQ0918'2 FEET SOUTH OF A STEEL RAIL PROJECTING 4 FEET ABOVE GROUND AND USED
 CQ0918'AS A LAND MARK.  A STANDARD DISK, STAMPED D 39 1934 AND SET IN THE TOP
 CQ0918'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3036 ***********************************************************************
 BK3036  DESIGNATION -  D 3940
 BK3036  PID         -  BK3036
 BK3036  STATE/COUNTY-  LA/BEAUREGARD
 BK3036  USGS QUAD   -  LONGVILLE (1994)
 BK3036
 BK3036                         *CURRENT SURVEY CONTROL
 BK3036  ___________________________________________________________________
 BK3036* NAD 83(1992)-  30 36 48.80571(N)    093 11 07.99384(W)     ADJUSTED  
 BK3036* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BK3036  ___________________________________________________________________
 BK3036  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK3036  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK3036
 BK3036  HORZ ORDER  -  FIRST
 BK3036
 BK3036.The horizontal coordinates were established by classical geodetic methods
 BK3036.and adjusted by the National Geodetic Survey in January 1993..
 BK3036
 BK3036.The orthometric height was scaled from a topographic map.
 BK3036
 BK3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3036
 BK3036.The geoid height was determined by GEOID03.
 BK3036
 BK3036;                    North         East     Units Scale Factor Converg.
 BK3036;SPC LA S     -   235,715.494   822,406.517   MT  0.99998276   -0 55 34.1
 BK3036;SPC LA S     -   773,343.25  2,698,178.71   sFT  0.99998276   -0 55 34.1
 BK3036;UTM  15      - 3,386,790.304   482,214.859   MT  0.99960390   -0 05 40.2
 BK3036
 BK3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3036!SPC LA S     -   0.99999830  x   0.99998276  =   0.99998106
 BK3036!UTM  15      -   0.99999830  x   0.99960390  =   0.99960220
 BK3036
 BK3036:                Primary Azimuth Mark                     Grid Az
 BK3036:SPC LA S     -  D 3941                                   090 55 20.9
 BK3036:UTM  15      -  D 3941                                   090 05 27.0
 BK3036
 BK3036|---------------------------------------------------------------------|
 BK3036| PID    Reference Object                     Distance      Geod. Az  |
 BK3036|                                                           dddmmss.s |
 BK3036| CV8336 D 3941                                             0895946.8 |
 BK3036| CV8335 D 3940 RM 1                          29.960 METERS 09019     |
 BK3036| BK3032 BEL LOOKOUT TOWER USFS              APPROX.14.1 KM 1355855.0 |
 BK3036| BK3034 TT 12 N USGS 1941                    44.675 METERS 24121     |
 BK3036|---------------------------------------------------------------------|
 BK3036
 BK3036                          SUPERSEDED SURVEY CONTROL
 BK3036
 BK3036  NAD 83(1986)-  30 36 48.82487(N)    093 11 07.98607(W) AD(       ) 1
 BK3036  NAD 27      -  30 36 48.11278(N)    093 11 07.41309(W) AD(       ) 1
 BK3036
 BK3036.Superseded values are not recommended for survey control.
 BK3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3036.See file dsdata.txt to determine how the superseded data were derived.
 BK3036
 BK3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8221586790(NAD 83)
 BK3036_MARKER: DD = SURVEY DISK
 BK3036_SETTING: 0 = UNSPECIFIED SETTING
 BK3036
 BK3036  HISTORY     - Date     Condition        Report By
 BK3036  HISTORY     - 1941     MONUMENTED       LAGS
 BK3036  HISTORY     - 1943     GOOD             CGS
 BK3036
 BK3036                          STATION DESCRIPTION
 BK3036
 BK3036'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1941 (HJH)
 BK3036'STATION IS ABOUT 2-3/4 MILES E OF THE VILLAGE OF LONGVILLE,
 BK3036'IN THE E HALF OF SECTION 21, T 5 S, R 8 W, ON LAND OWNED
 BK3036'AND OCCUPIED BY J.A. COLE.  IT IS 41 FEET S OF THE COLE
 BK3036'HOUSE, 33 FEET N OF THE CENTER OF A DIRT ROAD, 11 FEET S
 BK3036'OF A FENCE, AND 2-1/2 FEET S OF A WHITE REFERENCE POST.
 BK3036'IT IS A STATE CONTROL SURVEY DISK, STAMPED D 3940, AND PROJECTS
 BK3036'ABOUT 1 INCH.
 BK3036'
 BK3036'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3036'IS 18 FEET N OF THE CENTER OF
 BK3036'A DIRT ROAD AND 3 FEET SE OF A FENCE CORNER.  IT IS STAMPED
 BK3036'D 3940 S C S NO. 1 1941, AND PROJECTS ABOUT 4 INCHES.
 BK3036'
 BK3036'REFERENCE MARK NO. 2, IS 37 FEET S OF A CROSS ROAD INTERSECTION
 BK3036'AND 12 FEET W OF A FENCE CORNER.  IT IS A STANDARD GEOLOGICAL
 BK3036'SURVEY BENCH MARK DISK STAMPED TT 12 N 1934 AND PROJECTS
 BK3036'ABOUT 1 FOOT.
 BK3036'
 BK3036'AZIMUTH MARK IS ABOUT 0.25 MILE E OF THE STATION, 7 FEET
 BK3036'NE OF A TRIANGLE-BLAZED 30-INCH TREE AND 20 FEET E OF THE
 BK3036'BANK OF A CREEK.  IT IS A STATE CONTROL SURVEY DISK STAMPED
 BK3036'D 3941, AND PROJECTS ABOUT 1 FOOT.
 BK3036'
 BK3036'TO REACH THE STATION FROM LONGVILLE, GO E ON A PARTLY GRAVELED
 BK3036'ROAD FOR 3.05 MILES TO J.A. COLES HOUSE ON THE LEFT AND
 BK3036'STATION.
 BK3036'
 BK3036'A 103-FOOT SIGNAL AT E 3979 IS VISIBLE AT 50 FEET.
 BK3036'
 BK3036'A 103-FOOT SIGNAL AT JUANITA IS VISIBLE AT 50 FEET.
 BK3036'
 BK3036'A 90-FOOT SIGNAL AT CARSON IS VISIBLE AT 50 FEET.
 BK3036'
 BK3036'A 103-FOOT SIGNAL AT MARTIN IS VISIBLE AT 50 FEET.
 BK3036'
 BK3036'A 90-FOOT SIGNAL AT GORDON IS VISIBLE AT 50 FEET.
 BK3036'
 BK3036'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BK3036
 BK3036                          STATION RECOVERY (1943)
 BK3036
 BK3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (USE)
 BK3036'RECOVERED IN GOOD CONDITION AS DESCRIBED.  TT 12 N RECOVERED
 BK3036'IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6285 ***********************************************************************
 AH6285  DESIGNATION -  D 4
 AH6285  PID         -  AH6285
 AH6285  STATE/COUNTY-  LA/TERREBONNE
 AH6285  USGS QUAD   -  LAKE THERIOT (1994)
 AH6285
 AH6285                         *CURRENT SURVEY CONTROL
 AH6285  ___________________________________________________________________
 AH6285* NAD 83(1992)-  29 26 20.52164(N)    090 45 04.70740(W)     ADJUSTED  
 AH6285* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6285  **This station is located in a subsidence area (see below).
 AH6285  ___________________________________________________________________
 AH6285  X           -     -72,892.736 (meters)                     COMP
 AH6285  Y           -  -5,558,584.415 (meters)                     COMP
 AH6285  Z           -   3,116,359.437 (meters)                     COMP
 AH6285  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6285  ELLIP HEIGHT-         -24.24  (meters)          (02/21/02) GPS OBS
 AH6285  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH6285
 AH6285  HORZ ORDER  -  FIRST
 AH6285  ELLP ORDER  -  FIFTH     CLASS I
 AH6285
 AH6285.The horizontal coordinates were established by GPS observations
 AH6285.and adjusted by the National Geodetic Survey in December 1998..
 AH6285
 AH6285 ** The orthometric height has not been validated since last determined
 AH6285 ** by differential leveling and should not be used for control purposes.
 AH6285 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6285 ** area with valid NAVD 88 orthometric heights.
 AH6285 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6285 ** epoch indicated which incorporates improved geoid heights for the
 AH6285 ** Southern Louisiana Subsidence area.
 AH6285 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6285.The orthometric height was determined by GPS observations and a
 AH6285.high-resolution geoid model.
 AH6285
 AH6285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6285
 AH6285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6285
 AH6285.The ellipsoidal height was determined by GPS observations
 AH6285.and is referenced to NAD 83.
 AH6285
 AH6285.The geoid height was determined by GEOID03.
 AH6285
 AH6285;                    North         East     Units Scale Factor Converg.
 AH6285;SPC LA S     -   104,231.616 1,056,468.904   MT  0.99997348   +0 17 27.7
 AH6285;SPC LA S     -   341,966.56  3,466,098.40   sFT  0.99997348   +0 17 27.7
 AH6285;UTM  15      - 3,258,732.826   718,119.709   MT  1.00018708   +1 06 20.4
 AH6285
 AH6285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6285!SPC LA S     -   1.00000381  x   0.99997348  =   0.99997729
 AH6285!UTM  15      -   1.00000381  x   1.00018708  =   1.00019089
 AH6285
 AH6285|---------------------------------------------------------------------|
 AH6285| PID    Reference Object                     Distance      Geod. Az  |
 AH6285|                                                           dddmmss.s |
 AH6285| AH6163 BRUNET                              225.658 METERS 22006     |
 AH6285|---------------------------------------------------------------------|
 AH6285
 AH6285                          SUPERSEDED SURVEY CONTROL
 AH6285
 AH6285  ELLIP H (12/17/98)  -24.22   (m)                       GP(       ) 4 2
 AH6285
 AH6285.Superseded values are not recommended for survey control.
 AH6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6285.See file dsdata.txt to determine how the superseded data were derived.
 AH6285
 AH6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1812058733(NAD 83)
 AH6285_MARKER: DD = SURVEY DISK
 AH6285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6285_STAMPING: D-4 1993
 AH6285_MARK LOGO: TPCG  
 AH6285_PROJECTION: FLUSH
 AH6285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6285+STABILITY: SURFACE MOTION
 AH6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6285+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6285
 AH6285  HISTORY     - Date     Condition        Report By
 AH6285  HISTORY     - 1993     MONUMENTED       GSENG
 AH6285
 AH6285                          STATION DESCRIPTION
 AH6285
 AH6285'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6285'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6285'LA. HIGHWAY 315, (TOWNSHIP 19 SOUTH RANGE 17 EAST SECTION 44).
 AH6285'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6285'THE GROUND. MONUMENT IS ABOUT 0.38 MI (0.61 KM) SOUTH OF THE THERIOT
 AH6285'WATER TOWER, 20.80 FT (6.34 M) NORTH OF THE CENTERLINE OF LA. HIGHWAY
 AH6285'315, 131.35 FT (40.04 M) NORTHEAST OF A NAIL/BOTTLE CAP IN A LIGHT
 AH6285'POLE, 71.44 FT (21.77 M) NORTHWEST OF A L.D.H. MARKER, 77.35 FT (23.58
 AH6285'M) NORTH OF A NAIL/BOTTLE CAP IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6284 ***********************************************************************
 AH6284  DESIGNATION -  D 4 AZ MK
 AH6284  PID         -  AH6284
 AH6284  STATE/COUNTY-  LA/TERREBONNE
 AH6284  USGS QUAD   -  DULAC (1994)
 AH6284
 AH6284                         *CURRENT SURVEY CONTROL
 AH6284  ___________________________________________________________________
 AH6284* NAD 83(1992)-  29 26 42.94657(N)    090 44 54.64272(W)     ADJUSTED  
 AH6284* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6284  **This station is located in a subsidence area (see below).
 AH6284  ___________________________________________________________________
 AH6284  X           -     -72,617.078 (meters)                     COMP
 AH6284  Y           -  -5,558,249.083 (meters)                     COMP
 AH6284  Z           -   3,116,960.992 (meters)                     COMP
 AH6284  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6284  ELLIP HEIGHT-         -23.69  (meters)          (02/21/02) GPS OBS
 AH6284  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AH6284
 AH6284  HORZ ORDER  -  FIRST
 AH6284  ELLP ORDER  -  FIFTH     CLASS I
 AH6284
 AH6284.The horizontal coordinates were established by GPS observations
 AH6284.and adjusted by the National Geodetic Survey in December 1998..
 AH6284
 AH6284 ** The orthometric height has not been validated since last determined
 AH6284 ** by differential leveling and should not be used for control purposes.
 AH6284 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6284 ** area with valid NAVD 88 orthometric heights.
 AH6284 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6284 ** epoch indicated which incorporates improved geoid heights for the
 AH6284 ** Southern Louisiana Subsidence area.
 AH6284 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6284.The orthometric height was determined by GPS observations and a
 AH6284.high-resolution geoid model.
 AH6284
 AH6284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6284
 AH6284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6284
 AH6284.The ellipsoidal height was determined by GPS observations
 AH6284.and is referenced to NAD 83.
 AH6284
 AH6284.The geoid height was determined by GEOID03.
 AH6284
 AH6284;                    North         East     Units Scale Factor Converg.
 AH6284;SPC LA S     -   104,923.427 1,056,736.624   MT  0.99997243   +0 17 32.7
 AH6284;SPC LA S     -   344,236.28  3,466,976.74   sFT  0.99997243   +0 17 32.7
 AH6284;UTM  15      - 3,259,428.523   718,377.621   MT  1.00018847   +1 06 26.1
 AH6284
 AH6284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6284!SPC LA S     -   1.00000372  x   0.99997243  =   0.99997615
 AH6284!UTM  15      -   1.00000372  x   1.00018847  =   1.00019219
 AH6284
 AH6284|---------------------------------------------------------------------|
 AH6284| PID    Reference Object                     Distance      Geod. Az  |
 AH6284|                                                           dddmmss.s |
 AH6284| AH6289 DUB 16                              314.590 METERS 00937     |
 AH6284|---------------------------------------------------------------------|
 AH6284
 AH6284                          SUPERSEDED SURVEY CONTROL
 AH6284
 AH6284  ELLIP H (12/17/98)  -23.67   (m)                       GP(       ) 4 2
 AH6284
 AH6284.Superseded values are not recommended for survey control.
 AH6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6284.See file dsdata.txt to determine how the superseded data were derived.
 AH6284
 AH6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1837859429(NAD 83)
 AH6284_MARKER: DD = SURVEY DISK
 AH6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6284_STAMPING: D-4 AZ MK 1993
 AH6284_MARK LOGO: TPCG  
 AH6284_PROJECTION: FLUSH
 AH6284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6284+STABILITY: SURFACE MOTION
 AH6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6284+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6284
 AH6284  HISTORY     - Date     Condition        Report By
 AH6284  HISTORY     - 1993     MONUMENTED       GSENG
 AH6284
 AH6284                          STATION DESCRIPTION
 AH6284
 AH6284'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6284'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6284'LA. HIGHWAY 315, (TOWNSHIP 19 SOUTH RANGE 17 EAST SECTION 41).
 AH6284'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6284'THE GROUND. MONUMENT IS ABOUT 455 FT (138.7 M) NORTH OF THE THERIOT
 AH6284'WATER TOWER, 19.10 FT (5.82 M) SOUTH OF THE CENTERLINE OF LA. HIGHWAY
 AH6284'315, 143.21 FT (43.65 M) EAST OF A NAIL/BOTTLE CAP IN A LIGHT POLE,
 AH6284'57.67 FT (17.58 M) SOUTH OF A NAIL/SHINER IN A LIGHT POLE, 53.50 FT
 AH6284'(16.31 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH HEADWALL OF A
 AH6284'CROSS-DRAIN UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1520 ***********************************************************************
 BX1520  DESIGNATION -  D 41
 BX1520  PID         -  BX1520
 BX1520  STATE/COUNTY-  LA/WINN
 BX1520  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1520
 BX1520                         *CURRENT SURVEY CONTROL
 BX1520  ___________________________________________________________________
 BX1520* NAD 83(1986)-  31 56 57.     (N)    092 41 32.     (W)     SCALED    
 BX1520* NAVD 88     -        40.20   (+/-2cm)     131.9    (feet)  VERTCON   
 BX1520  ___________________________________________________________________
 BX1520  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1520
 BX1520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1520
 BX1520.The horizontal coordinates were scaled from a topographic map and have
 BX1520.an estimated accuracy of +/- 6 seconds.
 BX1520
 BX1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1520.The vertical order pertains to the NGVD 29 superseded value.
 BX1520
 BX1520.The geoid height was determined by GEOID03.
 BX1520
 BX1520;                    North         East    Units  Estimated Accuracy
 BX1520;SPC LA N     -   160,690.      981,830.      MT  (+/- 180 meters Scaled)
 BX1520
 BX1520                          SUPERSEDED SURVEY CONTROL
 BX1520
 BX1520  NGVD 29 (??/??/??)   40.229  (m)          131.98   (f) ADJUSTED    2 0
 BX1520
 BX1520.Superseded values are not recommended for survey control.
 BX1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1520.See file dsdata.txt to determine how the superseded data were derived.
 BX1520
 BX1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR290348(NAD 83)
 BX1520_MARKER: DB = BENCH MARK DISK
 BX1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1520_STAMPING: D 41 1934
 BX1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1520+STABILITY: SURFACE MOTION
 BX1520
 BX1520  HISTORY     - Date     Condition        Report By
 BX1520  HISTORY     - 1934     MONUMENTED       CGS
 BX1520
 BX1520                          STATION DESCRIPTION
 BX1520
 BX1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1520'3.7 MI NW FROM WINNFIELD.
 BX1520'ABOUT 3.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 BX1520'FROM THE STATION AT WINNFIELD, WINN PARISH, 131 FEET EAST OF MILEPOST
 BX1520'144, ABOUT 325 YARDS SOUTHEAST OF A CURVE, 47 FEET NORTHEAST OF THE
 BX1520'CENTER LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF A FENCE.  A STANDARD
 BX1520'DISK, STAMPED D 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2472 ***********************************************************************
 BK2472  DESIGNATION -  D 4114
 BK2472  PID         -  BK2472
 BK2472  STATE/COUNTY-  LA/BEAUREGARD
 BK2472  USGS QUAD   -  LONGVILLE (1994)
 BK2472
 BK2472                         *CURRENT SURVEY CONTROL
 BK2472  ___________________________________________________________________
 BK2472* NAD 83(1986)-  30 30 49.     (N)    093 13 59.     (W)     SCALED    
 BK2472* NAVD 88     -        25.019  (meters)      82.08   (feet)  ADJUSTED  
 BK2472  ___________________________________________________________________
 BK2472  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2472  DYNAMIC HT  -          24.986 (meters)      81.97  (feet)  COMP
 BK2472  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BK2472
 BK2472  VERT ORDER  -  FIRST     CLASS II
 BK2472
 BK2472.The horizontal coordinates were scaled from a topographic map and have
 BK2472.an estimated accuracy of +/- 6 seconds.
 BK2472
 BK2472.The orthometric height was determined by differential leveling
 BK2472.and adjusted by the National Geodetic Survey in February 1994..
 BK2472
 BK2472.The geoid height was determined by GEOID03.
 BK2472
 BK2472.The dynamic height is computed by dividing the NAVD 88
 BK2472.geopotential number by the normal gravity value computed on the
 BK2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2472.degrees latitude (g = 980.6199 gals.).
 BK2472
 BK2472.The modeled gravity was interpolated from observed gravity values.
 BK2472
 BK2472;                    North         East    Units  Estimated Accuracy
 BK2472;SPC LA S     -   224,710.      817,670.      MT  (+/- 180 meters Scaled)
 BK2472
 BK2472                          SUPERSEDED SURVEY CONTROL
 BK2472
 BK2472.No superseded survey control is available for this station.
 BK2472
 BK2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776757(NAD 83)
 BK2472_MARKER: DD = SURVEY DISK
 BK2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2472_SP_SET: CONCRETE POST
 BK2472_STAMPING: D 4114
 BK2472_MARK LOGO: LAGS  
 BK2472_PROJECTION: FLUSH
 BK2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2472+STABILITY: SURFACE MOTION
 BK2472
 BK2472  HISTORY     - Date     Condition        Report By
 BK2472  HISTORY     - UNK      MONUMENTED       LAGS
 BK2472  HISTORY     - 1984     GOOD             LADTD
 BK2472  HISTORY     - 1986     GOOD             NGS
 BK2472
 BK2472                          STATION DESCRIPTION
 BK2472
 BK2472'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2472'RECOVERED IN GOOD CONDITION.   A NEW DESCRIPTION AS FOLLOWS.
 BK2472'0.4 KM (0.3 MILE) NORTH ALONG U.S. HIGHWAY 171 FROM THE JUNCTION OF
 BK2472'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE LEFT IN
 BK2472'SECTION 25, T 6 S, R 9 W, 14.6 METERS (47.8 FEET) WEST OF THE CENTER
 BK2472'LINE OF THE HIGHWAY, 4.1 METERS (13.4 FEET) EAST OF A FOUR FOOT CHAIN
 BK2472'LINK FENCE, 19.9 METERS (65.3 FEET) NORTH NORTHEAST OF A CHAIN LINK
 BK2472'FENCE CORNER, 3.5 METERS (11.4 FEET) SOUTHEAST OF A 26-INCH PINE
 BK2472'TREE.
 BK2472'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 BK2472'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2472
 BK2472                          STATION RECOVERY (1986)
 BK2472
 BK2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2472'0.5 KM (0.3 MI) NORTH FROM RAGLEY.
 BK2472'0.5 KM (0.3 MI) NORTH ALONG U.S. HIGHWAYS 171 AND 190 AND STATE
 BK2472'HIGHWAY 12 OVERPASS IN RAGLEY TO THE MARK ON THE LEFT, 14.57 METERS
 BK2472'(47.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 19.90 METERS (65.3
 BK2472'FT) NORTH-NORTHEAST OF A CHAIN LINK FENCE CORNER, 4.08 METERS (13.4
 BK2472'FT) EAST OF A 4-FOOT CHAIN LINK FENCE, 3.47 METERS (11.4 FT) SOUTHEAST
 BK2472'OF A 26-INCH PINE TREE.
 BK2472'THE MARK IS 0.52 METERS  W FROM  A WITNESS POST
 BK2472'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0232 ***********************************************************************
 BX0232  DESIGNATION -  D 42
 BX0232  PID         -  BX0232
 BX0232  STATE/COUNTY-  LA/LA SALLE
 BX0232  USGS QUAD   -  JENA EAST (1985)
 BX0232
 BX0232                         *CURRENT SURVEY CONTROL
 BX0232  ___________________________________________________________________
 BX0232* NAD 83(1986)-  31 39 54.     (N)    092 03 50.     (W)     SCALED    
 BX0232* NAVD 88     -        43.98   (+/-2cm)     144.3    (feet)  VERTCON   
 BX0232  ___________________________________________________________________
 BX0232  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX0232
 BX0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0232
 BX0232.The horizontal coordinates were scaled from a topographic map and have
 BX0232.an estimated accuracy of +/- 6 seconds.
 BX0232
 BX0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0232.The vertical order pertains to the NGVD 29 superseded value.
 BX0232
 BX0232.The geoid height was determined by GEOID03.
 BX0232
 BX0232;                    North         East    Units  Estimated Accuracy
 BX0232;SPC LA N     -   129,250.    1,041,360.      MT  (+/- 180 meters Scaled)
 BX0232
 BX0232                          SUPERSEDED SURVEY CONTROL
 BX0232
 BX0232  NGVD 29 (??/??/??)   43.976  (m)          144.28   (f) ADJUSTED    2 0
 BX0232
 BX0232.Superseded values are not recommended for survey control.
 BX0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0232.See file dsdata.txt to determine how the superseded data were derived.
 BX0232
 BX0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR887036(NAD 83)
 BX0232_MARKER: DB = BENCH MARK DISK
 BX0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0232_STAMPING: D 42 1935
 BX0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0232+STABILITY: SURFACE MOTION
 BX0232
 BX0232  HISTORY     - Date     Condition        Report By
 BX0232  HISTORY     - 1935     MONUMENTED       CGS
 BX0232  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0232
 BX0232                          STATION DESCRIPTION
 BX0232
 BX0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0232'4.5 MI W FROM RHINEHART.
 BX0232'4.5 MI W OF STATION ALONG THE L AND A R R 73 FEET N OF CENTER OF
 BX0232'TRACK.  215 YARDS NE OF MILEPOST 191.  50 YARDS NW OF A RAILWAY SIGN.
 BX0232'AT E END OF A CURVE IN RAILWAY.
 BX0232
 BX0232                          STATION RECOVERY (1981)
 BX0232
 BX0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3017 ***********************************************************************
 BK3017  DESIGNATION -  D 4249 LAGS 1941
 BK3017  PID         -  BK3017
 BK3017  STATE/COUNTY-  LA/VERNON
 BK3017  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK3017
 BK3017                         *CURRENT SURVEY CONTROL
 BK3017  ___________________________________________________________________
 BK3017* NAD 83(1992)-  30 58 52.20983(N)    093 09 33.93463(W)     ADJUSTED  
 BK3017* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 BK3017  ___________________________________________________________________
 BK3017  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BK3017  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BK3017
 BK3017  HORZ ORDER  -  SECOND
 BK3017
 BK3017.The horizontal coordinates were established by classical geodetic methods
 BK3017.and adjusted by the National Geodetic Survey in January 1993..
 BK3017
 BK3017.The orthometric height was scaled from a topographic map.
 BK3017
 BK3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3017
 BK3017.The geoid height was determined by GEOID03.
 BK3017
 BK3017;                    North         East     Units Scale Factor Converg.
 BK3017;SPC LA N     -    53,543.271   937,007.021   MT  1.00004723   -0 20 55.1
 BK3017;SPC LA N     -   175,666.55  3,074,163.87   sFT  1.00004723   -0 20 55.1
 BK3017;SPC LA S     -   276,426.781   825,560.923   MT  1.00007188   -0 54 47.1
 BK3017;SPC LA S     -   906,910.20  2,708,527.79   sFT  1.00007188   -0 54 47.1
 BK3017;UTM  15      - 3,427,525.935   484,777.201   MT  0.99960286   -0 04 55.4
 BK3017
 BK3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3017!SPC LA N     -   0.99999102  x   1.00004723  =   1.00003825
 BK3017!SPC LA S     -   0.99999102  x   1.00007188  =   1.00006290
 BK3017!UTM  15      -   0.99999102  x   0.99960286  =   0.99959389
 BK3017
 BK3017                          SUPERSEDED SURVEY CONTROL
 BK3017
 BK3017  NAD 83(1986)-  30 58 52.22511(N)    093 09 33.92938(W) AD(       ) 2
 BK3017  NAD 27      -  30 58 51.53654(N)    093 09 33.35840(W) AD(       ) 2
 BK3017
 BK3017.Superseded values are not recommended for survey control.
 BK3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3017.See file dsdata.txt to determine how the superseded data were derived.
 BK3017
 BK3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8477727526(NAD 83)
 BK3017_MARKER: DD = SURVEY DISK
 BK3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3017_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3017+STABILITY: SURFACE MOTION
 BK3017
 BK3017  HISTORY     - Date     Condition        Report By
 BK3017  HISTORY     - 1941     MONUMENTED       LAGS
 BK3017  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK3017
 BK3017                          STATION DESCRIPTION
 BK3017
 BK3017'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1941
 BK3017'STATE SURVEY STATION D 4249 IS IN THE NE CORNER OF A CROSS
 BK3017'ROAD ABOUT 0.15 MILE SW OF STATION DRAKE.  IT IS 57 FEET NW OF THE
 BK3017'CENTER OF A DIRT ROAD AND 47 FEET NE OF THE CENTER OF STATE
 BK3017'HIGHWAY 118.  IT IS A STANDARD STATE SURVEY DISK STAMPED D 4249
 BK3017'IN A 6-INCH SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES.
 BK3017
 BK3017                          STATION RECOVERY (2001)
 BK3017
 BK3017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3017'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1952 ***********************************************************************
 BX1952  DESIGNATION -  D 43
 BX1952  PID         -  BX1952
 BX1952  STATE/COUNTY-  LA/VERNON
 BX1952  USGS QUAD   -  LEESVILLE (1994)
 BX1952
 BX1952                         *CURRENT SURVEY CONTROL
 BX1952  ___________________________________________________________________
 BX1952* NAD 83(1986)-  31 09 15.     (N)    093 19 29.     (W)     SCALED    
 BX1952* NAVD 88     -        69.04   (+/-2cm)     226.5    (feet)  VERTCON   
 BX1952  ___________________________________________________________________
 BX1952  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BX1952
 BX1952  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1952
 BX1952.The horizontal coordinates were scaled from a topographic map and have
 BX1952.an estimated accuracy of +/- 6 seconds.
 BX1952
 BX1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1952.The vertical order pertains to the NGVD 29 superseded value.
 BX1952
 BX1952.The geoid height was determined by GEOID03.
 BX1952
 BX1952;                    North         East    Units  Estimated Accuracy
 BX1952;SPC LA N     -    72,830.      921,360.      MT  (+/- 180 meters Scaled)
 BX1952
 BX1952                          SUPERSEDED SURVEY CONTROL
 BX1952
 BX1952  NGVD 29 (??/??/??)   69.148  (m)          226.86   (f) ADJUSTED    2 0
 BX1952
 BX1952.Superseded values are not recommended for survey control.
 BX1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1952.See file dsdata.txt to determine how the superseded data were derived.
 BX1952
 BX1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ690467(NAD 83)
 BX1952_MARKER: DB = BENCH MARK DISK
 BX1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1952_STAMPING: D 43 1935
 BX1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1952+STABILITY: SURFACE MOTION
 BX1952
 BX1952  HISTORY     - Date     Condition        Report By
 BX1952  HISTORY     - 1935     MONUMENTED       CGS
 BX1952  HISTORY     - 1960     MARK NOT FOUND   USGS
 BX1952  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1952
 BX1952                          STATION DESCRIPTION
 BX1952
 BX1952'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BX1952'4.0 MI W FROM LEESVILLE.
 BX1952'4.0 MILES WEST ALONG STATE HIGHWAY 21 FROM THE PARISH COURTHOUSE AT
 BX1952'LEESVILLE, VERNON PARISH, 178 YARDS WEST OF A BRIDGE, 102 FEET NORTH
 BX1952'OF THE HENRY ROBERT FARMHOUSE, 37 FEET SOUTH OF THE CENTERLINE OF THE
 BX1952'HIGHWAY, AND 22 FEET SOUTHEAST OF A ROW OF POLES.  A STANDARD DISK,
 BX1952'STAMPED D 43 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--THE
 BX1952'ROAD HAS BEEN REBUILT.
 BX1952
 BX1952                          STATION RECOVERY (1994)
 BX1952
 BX1952'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1259 ***********************************************************************
 BK1259  DESIGNATION -  D 44
 BK1259  PID         -  BK1259
 BK1259  STATE/COUNTY-  LA/VERNON
 BK1259  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1259
 BK1259                         *CURRENT SURVEY CONTROL
 BK1259  ___________________________________________________________________
 BK1259* NAD 83(1986)-  30 54 59.     (N)    093 08 11.     (W)     SCALED    
 BK1259* NAVD 88     -        61.87   (+/-2cm)     203.0    (feet)  VERTCON   
 BK1259  ___________________________________________________________________
 BK1259  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BK1259
 BK1259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1259
 BK1259.The horizontal coordinates were scaled from a topographic map and have
 BK1259.an estimated accuracy of +/- 6 seconds.
 BK1259
 BK1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1259.The vertical order pertains to the NGVD 29 superseded value.
 BK1259
 BK1259.The geoid height was determined by GEOID03.
 BK1259
 BK1259;                    North         East    Units  Estimated Accuracy
 BK1259;SPC LA N     -    46,350.      939,170.      MT  (+/- 180 meters Scaled)
 BK1259
 BK1259                          SUPERSEDED SURVEY CONTROL
 BK1259
 BK1259  NGVD 29 (??/??/??)   61.971  (m)          203.32   (f) ADJUSTED    2 0
 BK1259
 BK1259.Superseded values are not recommended for survey control.
 BK1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1259.See file dsdata.txt to determine how the superseded data were derived.
 BK1259
 BK1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ869203(NAD 83)
 BK1259_MARKER: DB = BENCH MARK DISK
 BK1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1259_STAMPING: D 44 1935
 BK1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1259+STABILITY: SURFACE MOTION
 BK1259
 BK1259  HISTORY     - Date     Condition        Report By
 BK1259  HISTORY     - 1935     MONUMENTED       CGS
 BK1259
 BK1259                          STATION DESCRIPTION
 BK1259
 BK1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1259'10.6 MI E FROM DE RIDDER.
 BK1259'IN VERNON PARISH, 10.6 MILES EAST ALONG THE GULF, COLORADO AND SANTA
 BK1259'FE RAILWAY FROM THE STATION AT DE RIDDER, BEAUREGARD PARISH, OPPOSITE
 BK1259'MILEPOST 49, 0.2 MILE WEST OF A CATTLE GUARD, AND 28 FEET SOUTH OF THE
 BK1259'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 44 1935 AND SET
 BK1259'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1316 ***********************************************************************
 CQ1316  DESIGNATION -  D 47
 CQ1316  PID         -  CQ1316
 CQ1316  STATE/COUNTY-  LA/CLAIBORNE
 CQ1316  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ1316
 CQ1316                         *CURRENT SURVEY CONTROL
 CQ1316  ___________________________________________________________________
 CQ1316* NAD 83(1986)-  32 55 37.     (N)    093 07 12.     (W)     SCALED    
 CQ1316* NAVD 88     -       103.110  (meters)     338.29   (feet)  ADJUSTED  
 CQ1316  ___________________________________________________________________
 CQ1316  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1316  DYNAMIC HT  -         102.996 (meters)     337.91  (feet)  COMP
 CQ1316  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CQ1316
 CQ1316  VERT ORDER  -  SECOND    CLASS 0
 CQ1316
 CQ1316.The horizontal coordinates were scaled from a topographic map and have
 CQ1316.an estimated accuracy of +/- 6 seconds.
 CQ1316
 CQ1316.The orthometric height was determined by differential leveling
 CQ1316.and adjusted by the National Geodetic Survey in June 1991..
 CQ1316
 CQ1316.The geoid height was determined by GEOID03.
 CQ1316
 CQ1316.The dynamic height is computed by dividing the NAVD 88
 CQ1316.geopotential number by the normal gravity value computed on the
 CQ1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1316.degrees latitude (g = 980.6199 gals.).
 CQ1316
 CQ1316.The modeled gravity was interpolated from observed gravity values.
 CQ1316
 CQ1316;                    North         East    Units  Estimated Accuracy
 CQ1316;SPC LA N     -   269,270.      942,010.      MT  (+/- 180 meters Scaled)
 CQ1316
 CQ1316                          SUPERSEDED SURVEY CONTROL
 CQ1316
 CQ1316  NGVD 29 (??/??/??)  103.168  (m)          338.48   (f) ADJUSTED    2 0
 CQ1316
 CQ1316.Superseded values are not recommended for survey control.
 CQ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1316.See file dsdata.txt to determine how the superseded data were derived.
 CQ1316
 CQ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS887431(NAD 83)
 CQ1316_MARKER: DB = BENCH MARK DISK
 CQ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1316_STAMPING: D 47 1934
 CQ1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1316+STABILITY: SURFACE MOTION
 CQ1316
 CQ1316  HISTORY     - Date     Condition        Report By
 CQ1316  HISTORY     - 1934     MONUMENTED       CGS
 CQ1316
 CQ1316                          STATION DESCRIPTION
 CQ1316
 CQ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1316'2.6 MI SE FROM HAYNESVILLE.
 CQ1316'2.6 MILES SOUTHEAST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1316'HAYNESVILLE, CLAIBORNE PARISH, 640 YARDS NORTHWEST OF MILEPOST 32, AT
 CQ1316'A DIM ROAD CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 CQ1316'3 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 47
 CQ1316'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1042 ***********************************************************************
 CQ1042  DESIGNATION -  D 48
 CQ1042  PID         -  CQ1042
 CQ1042  STATE/COUNTY-  LA/CLAIBORNE
 CQ1042  USGS QUAD   -  SUMMERFIELD (1986)
 CQ1042
 CQ1042                         *CURRENT SURVEY CONTROL
 CQ1042  ___________________________________________________________________
 CQ1042* NAD 83(1986)-  32 56 10.     (N)    092 45 57.     (W)     SCALED    
 CQ1042* NAVD 88     -        58.089  (meters)     190.58   (feet)  ADJUSTED  
 CQ1042  ___________________________________________________________________
 CQ1042  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1042  DYNAMIC HT  -          58.025 (meters)     190.37  (feet)  COMP
 CQ1042  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CQ1042
 CQ1042  VERT ORDER  -  SECOND    CLASS 0
 CQ1042
 CQ1042.The horizontal coordinates were scaled from a topographic map and have
 CQ1042.an estimated accuracy of +/- 6 seconds.
 CQ1042
 CQ1042.The orthometric height was determined by differential leveling
 CQ1042.and adjusted by the National Geodetic Survey in June 1991..
 CQ1042
 CQ1042.The geoid height was determined by GEOID03.
 CQ1042
 CQ1042.The dynamic height is computed by dividing the NAVD 88
 CQ1042.geopotential number by the normal gravity value computed on the
 CQ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1042.degrees latitude (g = 980.6199 gals.).
 CQ1042
 CQ1042.The modeled gravity was interpolated from observed gravity values.
 CQ1042
 CQ1042;                    North         East    Units  Estimated Accuracy
 CQ1042;SPC LA N     -   270,150.      975,140.      MT  (+/- 180 meters Scaled)
 CQ1042
 CQ1042                          SUPERSEDED SURVEY CONTROL
 CQ1042
 CQ1042  NGVD 29 (??/??/??)   58.188  (m)          190.91   (f) ADJUSTED    2 0
 CQ1042
 CQ1042.Superseded values are not recommended for survey control.
 CQ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1042.See file dsdata.txt to determine how the superseded data were derived.
 CQ1042
 CQ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS218442(NAD 83)
 CQ1042_MARKER: DB = BENCH MARK DISK
 CQ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1042_STAMPING: D 48 1934
 CQ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1042+STABILITY: SURFACE MOTION
 CQ1042
 CQ1042  HISTORY     - Date     Condition        Report By
 CQ1042  HISTORY     - 1934     MONUMENTED       CGS
 CQ1042  HISTORY     - 1943     GOOD             CGS
 CQ1042  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1042
 CQ1042                          STATION DESCRIPTION
 CQ1042
 CQ1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1042'4.1 MI NE FROM SUMMERFIELD.
 CQ1042'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 115 FROM SUMMERFIELD,
 CQ1042'CLAIBORNE PARISH, AT THE SUMMIT OF ROCKY HILL, ABOUT 55 FEET SOUTH OF
 CQ1042'THE JUNCTION WITH A WAGON ROAD LEADING SOUTHEAST, AND 24 FEET EAST OF
 CQ1042'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 48 1934 AND
 CQ1042'SET IN THE TOP OF A CONCRETE POST.
 CQ1042
 CQ1042                          STATION RECOVERY (1982)
 CQ1042
 CQ1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1561 ***********************************************************************
 BX1561  DESIGNATION -  D 49
 BX1561  PID         -  BX1561
 BX1561  STATE/COUNTY-  LA/WINN
 BX1561  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1561
 BX1561                         *CURRENT SURVEY CONTROL
 BX1561  ___________________________________________________________________
 BX1561* NAD 83(1986)-  31 55 49.     (N)    092 38 04.     (W)     SCALED    
 BX1561* NAVD 88     -        35.38   (+/-2cm)     116.1    (feet)  VERTCON   
 BX1561  ___________________________________________________________________
 BX1561  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX1561
 BX1561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1561
 BX1561.The horizontal coordinates were scaled from a topographic map and have
 BX1561.an estimated accuracy of +/- 6 seconds.
 BX1561
 BX1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1561.The vertical order pertains to the NGVD 29 superseded value.
 BX1561
 BX1561.The geoid height was determined by GEOID03.
 BX1561
 BX1561;                    North         East    Units  Estimated Accuracy
 BX1561;SPC LA N     -   158,590.      987,290.      MT  (+/- 180 meters Scaled)
 BX1561
 BX1561                          SUPERSEDED SURVEY CONTROL
 BX1561
 BX1561  NGVD 29 (??/??/??)   35.414  (m)          116.19   (f) ADJUSTED    2 0
 BX1561
 BX1561.Superseded values are not recommended for survey control.
 BX1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1561.See file dsdata.txt to determine how the superseded data were derived.
 BX1561
 BX1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR345327(NAD 83)
 BX1561_MARKER: DB = BENCH MARK DISK
 BX1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1561_SP_SET: CULVERT
 BX1561_STAMPING: D 49 1934
 BX1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1561
 BX1561  HISTORY     - Date     Condition        Report By
 BX1561  HISTORY     - 1934     MONUMENTED       CGS
 BX1561  HISTORY     - 1935     GOOD             CGS
 BX1561  HISTORY     - 1936     GOOD             LAGS
 BX1561  HISTORY     - 1982     GOOD             USGS
 BX1561  HISTORY     - 19981017 GOOD             USPSQD
 BX1561
 BX1561                          STATION DESCRIPTION
 BX1561
 BX1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1561'IN WINNFIELD.
 BX1561'AT WINNFIELD AND ALONG THE C.R.I. AND P.R.R. SET HORIZONTAL ON THE
 BX1561'NORTH END OF THE HEADWALL OF A CONCRETE CULVERT.  ABOUT 300 YARDS
 BX1561'NORTH OF THE R.R. STATION.  ABOUT 55 YARDS NORTH OF MILE POLE 199/5.
 BX1561'AND 11 FEET WEST OF CENTER OF TRACK.
 BX1561
 BX1561                          STATION RECOVERY (1936)
 BX1561
 BX1561'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX1561'RECOVERED IN GOOD CONDITION.
 BX1561
 BX1561                          STATION RECOVERY (1982)
 BX1561
 BX1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX1561'AT WINNFIELD, WINN PARISH ABOUT 1400 FEET NORTH ALONG THE CHICAGO
 BX1561'ROCK ISLAND AND PACIFIC RAILROAD FROM THE CROSSING OF MAIN ST., 198
 BX1561'FEET SOUTH OF THE CROSSING FOR OAK STREET AND 11 FEET WEST OF THE
 BX1561'CENTERLINE OF THE RAILROAD AT A CONCRETE CULVERT AND IN THE NORTH END
 BX1561'OF THE WEST HEADWALL. A STANDARD DISK, STAMPED 'D 49 1934.
 BX1561
 BX1561                          STATION RECOVERY (1998)
 BX1561
 BX1561'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3964 ***********************************************************************
 BJ3964  DESIGNATION -  D 4915 RESET
 BJ3964  PID         -  BJ3964
 BJ3964  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3964  USGS QUAD   -  ZACHARY (1980)
 BJ3964
 BJ3964                         *CURRENT SURVEY CONTROL
 BJ3964  ___________________________________________________________________
 BJ3964* NAD 83(1986)-  30 39 05.     (N)    091 09 57.     (W)     SCALED    
 BJ3964* NAVD 88     -        30.651  (meters)     100.56   (feet)  ADJUSTED  
 BJ3964  ___________________________________________________________________
 BJ3964  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3964  DYNAMIC HT  -          30.611 (meters)     100.43  (feet)  COMP
 BJ3964  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ3964
 BJ3964  VERT ORDER  -  SECOND    CLASS II
 BJ3964
 BJ3964.The horizontal coordinates were scaled from a topographic map and have
 BJ3964.an estimated accuracy of +/- 6 seconds.
 BJ3964
 BJ3964.The orthometric height was determined by differential leveling
 BJ3964.and adjusted by the National Geodetic Survey in February 1994..
 BJ3964
 BJ3964.The geoid height was determined by GEOID03.
 BJ3964
 BJ3964.The dynamic height is computed by dividing the NAVD 88
 BJ3964.geopotential number by the normal gravity value computed on the
 BJ3964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3964.degrees latitude (g = 980.6199 gals.).
 BJ3964
 BJ3964.The modeled gravity was interpolated from observed gravity values.
 BJ3964
 BJ3964;                    North         East    Units  Estimated Accuracy
 BJ3964;SPC LA S     -   238,490.    1,016,060.      MT  (+/- 180 meters Scaled)
 BJ3964
 BJ3964                          SUPERSEDED SURVEY CONTROL
 BJ3964
 BJ3964.No superseded survey control is available for this station.
 BJ3964
 BJ3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP757924(NAD 83)
 BJ3964_MARKER: DB = BENCH MARK DISK
 BJ3964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3964_SP_SET: CONCRETE POST
 BJ3964_STAMPING: D 4915 RESET 1975
 BJ3964_PROJECTION: FLUSH
 BJ3964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3964+STABILITY: SURFACE MOTION
 BJ3964
 BJ3964  HISTORY     - Date     Condition        Report By
 BJ3964  HISTORY     - 1975     MONUMENTED       LAGS
 BJ3964  HISTORY     - 1987     GOOD             LA-033
 BJ3964
 BJ3964                          STATION DESCRIPTION
 BJ3964
 BJ3964'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3964'0.97 KM (0.6 MI) WEST FROM ZACHARY.
 BJ3964'FROM THE RAILROAD CROSSING AT THE OLD RAILROAD DEPOT IN ZACHARY, GO
 BJ3964'WEST ON STATE HIGHWAY 64 FOR 0.97 KM (0.6 MI) TO THE BENCH MARK ON
 BJ3964'THE LEFT, 7.8 METERS (25.5 FT) SOUTH OF THE SOUTH CURB OF HIGHWAY 64,
 BJ3964'4 METERS (13 FT) EAST OF THE CENTER OF A DRIVEWAY, 4 METERS (13 FT)
 BJ3964'NORTH-NORTHWEST OF A 30-INCH CEDAR TREE AND 0.6 METERS (2 FT)
 BJ3964'SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 BJ3964'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3964'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0563 ***********************************************************************
 CQ0563  DESIGNATION -  D 50
 CQ0563  PID         -  CQ0563
 CQ0563  STATE/COUNTY-  LA/WINN
 CQ0563  USGS QUAD   -  SIKES (1989)
 CQ0563
 CQ0563                         *CURRENT SURVEY CONTROL
 CQ0563  ___________________________________________________________________
 CQ0563* NAD 83(1986)-  32 04 18.     (N)    092 29 23.     (W)     SCALED    
 CQ0563* NAVD 88     -        49.77   (+/-2cm)     163.3    (feet)  VERTCON   
 CQ0563  ___________________________________________________________________
 CQ0563  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0563
 CQ0563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0563
 CQ0563.The horizontal coordinates were scaled from a topographic map and have
 CQ0563.an estimated accuracy of +/- 6 seconds.
 CQ0563
 CQ0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0563.The vertical order pertains to the NGVD 29 superseded value.
 CQ0563
 CQ0563.The geoid height was determined by GEOID03.
 CQ0563
 CQ0563;                    North         East    Units  Estimated Accuracy
 CQ0563;SPC LA N     -   174,260.    1,000,970.      MT  (+/- 180 meters Scaled)
 CQ0563
 CQ0563                          SUPERSEDED SURVEY CONTROL
 CQ0563
 CQ0563  NGVD 29 (??/??/??)   49.800  (m)          163.39   (f) ADJUSTED    2 0
 CQ0563
 CQ0563.Superseded values are not recommended for survey control.
 CQ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0563.See file dsdata.txt to determine how the superseded data were derived.
 CQ0563
 CQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR481484(NAD 83)
 CQ0563_MARKER: DB = BENCH MARK DISK
 CQ0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0563_STAMPING: D 50 1935
 CQ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0563+STABILITY: SURFACE MOTION
 CQ0563
 CQ0563  HISTORY     - Date     Condition        Report By
 CQ0563  HISTORY     - 1935     MONUMENTED       CGS
 CQ0563
 CQ0563                          STATION DESCRIPTION
 CQ0563
 CQ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0563'0.6 MI S FROM SIKES.
 CQ0563'0.6 MILE SOUTH ALONG THE TREMONT AND GULF RAILWAY FROM THE STATION AT
 CQ0563'SIKES, WINN PARISH, ABOUT 250 YARDS NORTH OF MILEPOST 34, 125 YARDS
 CQ0563'SOUTH OF A FARMHOUSE, 58 FEET NORTH OF THE NORTH END OF BRIDGE NO.
 CQ0563'33.88, AND 35 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 CQ0563'DISK, STAMPED D 50 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1314 ***********************************************************************
 BK1314  DESIGNATION -  D 51
 BK1314  PID         -  BK1314
 BK1314  STATE/COUNTY-  LA/ALLEN
 BK1314  USGS QUAD   -  LONGVILLE (1994)
 BK1314
 BK1314                         *CURRENT SURVEY CONTROL
 BK1314  ___________________________________________________________________
 BK1314* NAD 83(1992)-  30 30 50.79564(N)    093 10 41.43713(W)     ADJUSTED  
 BK1314* NAVD 88     -        22.820  (meters)      74.87   (feet)  ADJUSTED  
 BK1314  ___________________________________________________________________
 BK1314  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK1314  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1314  DYNAMIC HT  -          22.791 (meters)      74.77  (feet)  COMP
 BK1314  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BK1314
 BK1314  HORZ ORDER  -  SECOND
 BK1314  VERT ORDER  -  SECOND    CLASS 0
 BK1314
 BK1314.The horizontal coordinates were established by classical geodetic methods
 BK1314.and adjusted by the National Geodetic Survey in January 1993..
 BK1314
 BK1314.The orthometric height was determined by differential leveling
 BK1314.and adjusted by the National Geodetic Survey in February 1994..
 BK1314
 BK1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1314
 BK1314.The geoid height was determined by GEOID03.
 BK1314
 BK1314.The dynamic height is computed by dividing the NAVD 88
 BK1314.geopotential number by the normal gravity value computed on the
 BK1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1314.degrees latitude (g = 980.6199 gals.).
 BK1314
 BK1314.The modeled gravity was interpolated from observed gravity values.
 BK1314
 BK1314;                    North         East     Units Scale Factor Converg.
 BK1314;SPC LA S     -   224,680.880   822,936.274   MT  0.99996574   -0 55 20.8
 BK1314;SPC LA S     -   737,140.52  2,699,916.76   sFT  0.99996574   -0 55 20.8
 BK1314;UTM  15      - 3,375,768.625   482,904.498   MT  0.99960361   -0 05 25.7
 BK1314
 BK1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1314!SPC LA S     -   1.00000069  x   0.99996574  =   0.99996643
 BK1314!UTM  15      -   1.00000069  x   0.99960361  =   0.99960430
 BK1314
 BK1314                          SUPERSEDED SURVEY CONTROL
 BK1314
 BK1314  NAD 83(1986)-  30 30 50.81507(N)    093 10 41.42942(W) AD(       ) 2
 BK1314  NAD 27      -  30 30 50.09705(N)    093 10 40.86246(W) AD(       ) 2
 BK1314  NGVD 29 (??/??/??)   22.812  (m)           74.84   (f) ADJUSTED    2 0
 BK1314
 BK1314.Superseded values are not recommended for survey control.
 BK1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1314.See file dsdata.txt to determine how the superseded data were derived.
 BK1314
 BK1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8290475769(NAD 83)
 BK1314_MARKER: DB = BENCH MARK DISK
 BK1314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK1314_SP_SET: RETAINING WALL
 BK1314_STAMPING: D 51 1935
 BK1314_MARK LOGO: CGS   
 BK1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1314+STABILITY: SURFACE MOTION
 BK1314
 BK1314  HISTORY     - Date     Condition        Report By
 BK1314  HISTORY     - 1963     MONUMENTED       CGS
 BK1314  HISTORY     - 1963     GOOD             CGS
 BK1314  HISTORY     - 1974     GOOD             NGS
 BK1314  HISTORY     - 1984     GOOD             LADTD
 BK1314
 BK1314                          STATION DESCRIPTION
 BK1314
 BK1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BK1314'STATION IS A STANDARD BENCH
 BK1314'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST
 BK1314'END OF A CONCRETE CULVERT UNDER THE RAILROAD TRACKS.  IT
 BK1314'IS 116 FEET SOUTH OF THE CENTER OF HIGHWAY 190, 51 FEET
 BK1314'NORTHWEST OF TELEPHONE POLE NUMBER L 10 AND 14.5 FEET NORTH
 BK1314'OF THE NORTH RAIL OF THE RAILROAD TRACKS.
 BK1314
 BK1314                          STATION RECOVERY (1963)
 BK1314
 BK1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BK1314'8.0 MI W FROM REEVES.
 BK1314'THE MARK IS LOCATED 0.4 MILE EAST OF MILEPOST 524, AT A CONCRETE
 BK1314'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL,
 BK1314'AND 15 FEET NORTH OF THE CENTERLINE OF THE RAILROAD TRACK (MISSOURI
 BK1314'PACIFIC RAILROAD).  IT IS A STANDARD DISK STAMPED D51 1935.
 BK1314
 BK1314                          STATION RECOVERY (1974)
 BK1314
 BK1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK1314'RECOVERED IN GOOD CONDITION.
 BK1314
 BK1314                          STATION RECOVERY (1984)
 BK1314
 BK1314'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1314'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  ABOUT
 BK1314'5.3 KM (3.3 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BK1314'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE RIGHT IN
 BK1314'SECTION 27, T 6 S, R 8 W, 35.4 METERS (116 FEET) SOUTH OF THE CENTER-
 BK1314'LINE OF THE HIGHWAY, 15.5 METERS (51 FEET) NORTHWEST OF TELEPHONE
 BK1314'POLE NUMBER L 10, 4.6 METERS (15 FEET) NORTH OF THE NORTH RAIL OF THE
 BK1314'RAILROAD TRACKS, IN A CONCRETE CULVERT OF THE RAILROAD TRACKS.
 BK1314'NOTE--D 51 WAS ALSO USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2427 ***********************************************************************
 BX2427  DESIGNATION -  D 5368 LAGS
 BX2427  PID         -  BX2427
 BX2427  STATE/COUNTY-  LA/NATCHITOCHES
 BX2427  USGS QUAD   -  POWHATAN (1992)
 BX2427
 BX2427                         *CURRENT SURVEY CONTROL
 BX2427  ___________________________________________________________________
 BX2427* NAD 83(1986)-  31 50 59.     (N)    093 12 33.     (W)     SCALED    
 BX2427* NAVD 88     -        37.01   (+/-2cm)     121.4    (feet)  VERTCON   
 BX2427  ___________________________________________________________________
 BX2427  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX2427
 BX2427  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2427
 BX2427.The horizontal coordinates were scaled from a topographic map and have
 BX2427.an estimated accuracy of +/- 6 seconds.
 BX2427
 BX2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2427.The vertical order pertains to the NGVD 29 superseded value.
 BX2427
 BX2427.The geoid height was determined by GEOID03.
 BX2427
 BX2427;                    North         East    Units  Estimated Accuracy
 BX2427;SPC LA N     -   149,870.      932,890.      MT  (+/- 180 meters Scaled)
 BX2427
 BX2427                          SUPERSEDED SURVEY CONTROL
 BX2427
 BX2427  NGVD 29 (??/??/??)   37.058  (m)          121.58   (f) ADJUSTED    2 2
 BX2427
 BX2427.Superseded values are not recommended for survey control.
 BX2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2427.See file dsdata.txt to determine how the superseded data were derived.
 BX2427
 BX2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR802237(NAD 83)
 BX2427_MARKER: DD = SURVEY DISK
 BX2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2427_SP_SET: CONCRETE POST
 BX2427_STAMPING: D 5368
 BX2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2427+STABILITY: SURFACE MOTION
 BX2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2427+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX2427
 BX2427  HISTORY     - Date     Condition        Report By
 BX2427  HISTORY     - 1977     MONUMENTED       LAGS
 BX2427  HISTORY     - 20060610 GOOD             USPSQD
 BX2427
 BX2427                          STATION DESCRIPTION
 BX2427
 BX2427'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1977
 BX2427'2.1 MI SW FROM POWHATAN.
 BX2427'ABOUT 2.1 MI SOUTHWEST ALONG STATE HIGHWAY 485 FROM THE POST OFFICE IN
 BX2427'POWHATAN, .3 MI. NORTHEAST OF A BLACK TOP RAOD LEADING SOUTH, IN THE
 BX2427'UTTERMOST PART OF A CURVE IN STATE HIGHWAY 485, 30 FT NORTHWEST OF THE
 BX2427'CENTERLINE OF STATE HIGHWAY 485, 4 FT EAST OF STATE RIGHT-WAY MARKER,
 BX2427'1 FT SOUTHEAST OF BARB WIRE.
 BX2427
 BX2427                          STATION RECOVERY (2006)
 BX2427
 BX2427'RECOVERY NOTE BY US POWER SQUADRON 2006 (LAL)
 BX2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1092 ***********************************************************************
 CQ1092  DESIGNATION -  D 57
 CQ1092  PID         -  CQ1092
 CQ1092  STATE/COUNTY-  LA/UNION
 CQ1092  USGS QUAD   -  LILLIE (1985)
 CQ1092
 CQ1092                         *CURRENT SURVEY CONTROL
 CQ1092  ___________________________________________________________________
 CQ1092* NAD 83(1986)-  32 56 03.     (N)    092 39 16.     (W)     SCALED    
 CQ1092* NAVD 88     -        34.691  (meters)     113.82   (feet)  ADJUSTED  
 CQ1092  ___________________________________________________________________
 CQ1092  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1092  DYNAMIC HT  -          34.653 (meters)     113.69  (feet)  COMP
 CQ1092  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 CQ1092
 CQ1092  VERT ORDER  -  SECOND    CLASS 0
 CQ1092
 CQ1092.The horizontal coordinates were scaled from a topographic map and have
 CQ1092.an estimated accuracy of +/- 6 seconds.
 CQ1092
 CQ1092.The orthometric height was determined by differential leveling
 CQ1092.and adjusted by the National Geodetic Survey in June 1991..
 CQ1092
 CQ1092.The geoid height was determined by GEOID03.
 CQ1092
 CQ1092.The dynamic height is computed by dividing the NAVD 88
 CQ1092.geopotential number by the normal gravity value computed on the
 CQ1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1092.degrees latitude (g = 980.6199 gals.).
 CQ1092
 CQ1092.The modeled gravity was interpolated from observed gravity values.
 CQ1092
 CQ1092;                    North         East    Units  Estimated Accuracy
 CQ1092;SPC LA N     -   269,910.      985,560.      MT  (+/- 180 meters Scaled)
 CQ1092
 CQ1092                          SUPERSEDED SURVEY CONTROL
 CQ1092
 CQ1092  NGVD 29 (??/??/??)   34.819  (m)          114.24   (f) ADJUSTED    2 0
 CQ1092
 CQ1092.Superseded values are not recommended for survey control.
 CQ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1092.See file dsdata.txt to determine how the superseded data were derived.
 CQ1092
 CQ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS323440(NAD 83)
 CQ1092_MARKER: DB = BENCH MARK DISK
 CQ1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1092_STAMPING: D57 1934
 CQ1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1092+STABILITY: SURFACE MOTION
 CQ1092
 CQ1092  HISTORY     - Date     Condition        Report By
 CQ1092  HISTORY     - 1934     MONUMENTED       CGS
 CQ1092  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1092
 CQ1092                          STATION DESCRIPTION
 CQ1092
 CQ1092'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1092'6.8 MI S FROM JUNCTION CITY.
 CQ1092'IN UNION PARISH, LOUISIANA, ABOUT 6.8 MILES SOUTH ALONG THE CHICAGO,
 CQ1092'ROCK ISLAND AND PACIFIC RAILWAY FROM JUNCTION CITY, UNION COUNTY,
 CQ1092'ARKANSAS, AT LILLIE, UNION PARISH, LOUISIANA, 113 FEET NORTH OF THE
 CQ1092'NORTH END OF THE STATION, 28 FEET NORTHWEST OF A SWITCH SIGNAL, AND 40
 CQ1092'FEET WEST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK,
 CQ1092'STAMPED D 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1139 ***********************************************************************
 CQ1139  DESIGNATION -  D 58
 CQ1139  PID         -  CQ1139
 CQ1139  STATE/COUNTY-  LA/UNION
 CQ1139  USGS QUAD   -  SHILOH (1985)
 CQ1139
 CQ1139                         *CURRENT SURVEY CONTROL
 CQ1139  ___________________________________________________________________
 CQ1139* NAD 83(1986)-  32 47 06.     (N)    092 31 44.     (W)     SCALED    
 CQ1139* NAVD 88     -        40.765  (meters)     133.74   (feet)  ADJUSTED  
 CQ1139  ___________________________________________________________________
 CQ1139  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1139  DYNAMIC HT  -          40.720 (meters)     133.60  (feet)  COMP
 CQ1139  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CQ1139
 CQ1139  VERT ORDER  -  SECOND    CLASS 0
 CQ1139
 CQ1139.The horizontal coordinates were scaled from a topographic map and have
 CQ1139.an estimated accuracy of +/- 6 seconds.
 CQ1139
 CQ1139.The orthometric height was determined by differential leveling
 CQ1139.and adjusted by the National Geodetic Survey in June 1991..
 CQ1139
 CQ1139.The geoid height was determined by GEOID03.
 CQ1139
 CQ1139.The dynamic height is computed by dividing the NAVD 88
 CQ1139.geopotential number by the normal gravity value computed on the
 CQ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1139.degrees latitude (g = 980.6199 gals.).
 CQ1139
 CQ1139.The modeled gravity was interpolated from observed gravity values.
 CQ1139
 CQ1139;                    North         East    Units  Estimated Accuracy
 CQ1139;SPC LA N     -   253,360.      997,290.      MT  (+/- 180 meters Scaled)
 CQ1139
 CQ1139                          SUPERSEDED SURVEY CONTROL
 CQ1139
 CQ1139  NGVD 29 (??/??/??)   40.855  (m)          134.04   (f) ADJUSTED    2 0
 CQ1139
 CQ1139.Superseded values are not recommended for survey control.
 CQ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1139.See file dsdata.txt to determine how the superseded data were derived.
 CQ1139
 CQ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS441275(NAD 83)
 CQ1139_MARKER: DB = BENCH MARK DISK
 CQ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1139_STAMPING: D 58 1934
 CQ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1139+STABILITY: SURFACE MOTION
 CQ1139
 CQ1139  HISTORY     - Date     Condition        Report By
 CQ1139  HISTORY     - 1934     MONUMENTED       CGS
 CQ1139  HISTORY     - 1969     GOOD             LADH
 CQ1139  HISTORY     - 1977     GOOD             LOCSUR
 CQ1139
 CQ1139                          STATION DESCRIPTION
 CQ1139
 CQ1139'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1139'7.8 MI W FROM FARMERVILLE.
 CQ1139'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY LA. 2 FROM THE UNION PARISH
 CQ1139'COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG STATE HIGHWAY LA. 2 FOR
 CQ1139'7.3 MILES TO THE MARK ON THE RIGHT.  IT IS 44 FEET NORTH OF THE
 CQ1139'CENTERLINE OF THE HIGHWAY, 22 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CQ1139'OF MIDWAY GROCERY AND 22 FEET SOUTH OF A 38-INCH PINE TREE.  IT IS A C
 CQ1139'AND GS B. M. DISK STAMPED D 58 1934 AND SET IN THE TOP OF A CONCRETE
 CQ1139'POST FLUSH WITH THE GROUND.  SEC 25, T21N, R 2W.
 CQ1139
 CQ1139                          STATION RECOVERY (1977)
 CQ1139
 CQ1139'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 CQ1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0091 ***********************************************************************
 BX0091  DESIGNATION -  D 59
 BX0091  PID         -  BX0091
 BX0091  STATE/COUNTY-  LA/LA SALLE
 BX0091  USGS QUAD   -  TULLOS (1984)
 BX0091
 BX0091                         *CURRENT SURVEY CONTROL
 BX0091  ___________________________________________________________________
 BX0091* NAD 83(1986)-  31 51 45.     (N)    092 17 38.     (W)     SCALED    
 BX0091* NAVD 88     -        28.14   (+/-2cm)      92.3    (feet)  VERTCON   
 BX0091  ___________________________________________________________________
 BX0091  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0091
 BX0091  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0091
 BX0091.The horizontal coordinates were scaled from a topographic map and have
 BX0091.an estimated accuracy of +/- 6 seconds.
 BX0091
 BX0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0091.The vertical order pertains to the NGVD 29 superseded value.
 BX0091
 BX0091.The geoid height was determined by GEOID03.
 BX0091
 BX0091;                    North         East    Units  Estimated Accuracy
 BX0091;SPC LA N     -   151,090.    1,019,500.      MT  (+/- 180 meters Scaled)
 BX0091
 BX0091                          SUPERSEDED SURVEY CONTROL
 BX0091
 BX0091  NGVD 29 (??/??/??)   28.154  (m)           92.37   (f) ADJUSTED    1 2
 BX0091
 BX0091.Superseded values are not recommended for survey control.
 BX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0091.See file dsdata.txt to determine how the superseded data were derived.
 BX0091
 BX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR667254(NAD 83)
 BX0091_MARKER: DB = BENCH MARK DISK
 BX0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0091_STAMPING: D 59 1935
 BX0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0091+STABILITY: SURFACE MOTION
 BX0091
 BX0091  HISTORY     - Date     Condition        Report By
 BX0091  HISTORY     - 1935     MONUMENTED       CGS
 BX0091  HISTORY     - 1965     GOOD             CGS
 BX0091
 BX0091                          STATION DESCRIPTION
 BX0091
 BX0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0091'IN URANIA.
 BX0091'AT URANIA, IN SECTION 8, T 10 N, R 2 E, 140 1/2 FEET SOUTHWEST OF AND
 BX0091'ACROSS STATE HIGHWAY 125 FROM THE SOUTH CORNER OF THE MISSOURI PACIFIC
 BX0091'RAILWAY STATION, ABOUT 0.2 MILE NORTHEAST OF MILEPOST 553, 64 FEET
 BX0091'WEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 125, 60 FEET
 BX0091'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21 1/2 FEET NORTHWEST OF
 BX0091'THE NORTHWEST RAIL OF THE MAIN TRACK, 31 FEET NORTHEAST OF A BATTERY
 BX0091'BOX, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 BX0091'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BX0091'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6271 ***********************************************************************
 AH6271  DESIGNATION -  D 6
 AH6271  PID         -  AH6271
 AH6271  STATE/COUNTY-  LA/TERREBONNE
 AH6271  USGS QUAD   -  HUMPHREYS (1980)
 AH6271
 AH6271                         *CURRENT SURVEY CONTROL
 AH6271  ___________________________________________________________________
 AH6271* NAD 83(1992)-  29 30 18.26965(N)    090 45 14.02472(W)     ADJUSTED  
 AH6271* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6271  **This station is located in a subsidence area (see below).
 AH6271  ___________________________________________________________________
 AH6271  X           -     -73,096.455 (meters)                     COMP
 AH6271  Y           -  -5,554,981.104 (meters)                     COMP
 AH6271  Z           -   3,122,733.062 (meters)                     COMP
 AH6271  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6271  ELLIP HEIGHT-         -22.85  (meters)          (02/21/02) GPS OBS
 AH6271  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AH6271
 AH6271  HORZ ORDER  -  FIRST
 AH6271  ELLP ORDER  -  FIFTH     CLASS I
 AH6271
 AH6271.The horizontal coordinates were established by GPS observations
 AH6271.and adjusted by the National Geodetic Survey in December 1998..
 AH6271
 AH6271 ** The orthometric height has not been validated since last determined
 AH6271 ** by differential leveling and should not be used for control purposes.
 AH6271 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6271 ** area with valid NAVD 88 orthometric heights.
 AH6271 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6271 ** epoch indicated which incorporates improved geoid heights for the
 AH6271 ** Southern Louisiana Subsidence area.
 AH6271 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6271.The orthometric height was determined by GPS observations and a
 AH6271.high-resolution geoid model.
 AH6271
 AH6271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6271
 AH6271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6271
 AH6271.The ellipsoidal height was determined by GPS observations
 AH6271.and is referenced to NAD 83.
 AH6271
 AH6271.The geoid height was determined by GEOID03.
 AH6271
 AH6271;                    North         East     Units Scale Factor Converg.
 AH6271;SPC LA S     -   111,550.251 1,056,180.786   MT  0.99996293   +0 17 23.0
 AH6271;SPC LA S     -   365,977.78  3,465,153.13   sFT  0.99996293   +0 17 23.0
 AH6271;UTM  15      - 3,266,048.210   717,727.335   MT  1.00018496   +1 06 23.9
 AH6271
 AH6271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6271!SPC LA S     -   1.00000359  x   0.99996293  =   0.99996652
 AH6271!UTM  15      -   1.00000359  x   1.00018496  =   1.00018855
 AH6271
 AH6271:                Primary Azimuth Mark                     Grid Az
 AH6271:SPC LA S     -  D 6 AZ MK                                023 00 37.2
 AH6271:UTM  15      -  D 6 AZ MK                                022 11 36.3
 AH6271
 AH6271|---------------------------------------------------------------------|
 AH6271| PID    Reference Object                     Distance      Geod. Az  |
 AH6271|                                                           dddmmss.s |
 AH6271| AH6267 D 6 AZ MK                           APPROX. 0.6 KM 0231800.2 |
 AH6271|---------------------------------------------------------------------|
 AH6271
 AH6271                          SUPERSEDED SURVEY CONTROL
 AH6271
 AH6271  ELLIP H (12/17/98)  -22.82   (m)                       GP(       ) 4 2
 AH6271
 AH6271.Superseded values are not recommended for survey control.
 AH6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6271.See file dsdata.txt to determine how the superseded data were derived.
 AH6271
 AH6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1772766048(NAD 83)
 AH6271_MARKER: DD = SURVEY DISK
 AH6271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6271_STAMPING: D-6 1993
 AH6271_MARK LOGO: TPCG  
 AH6271_PROJECTION: FLUSH
 AH6271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6271+STABILITY: SURFACE MOTION
 AH6271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6271+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6271
 AH6271  HISTORY     - Date     Condition        Report By
 AH6271  HISTORY     - 1993     MONUMENTED       GSENG
 AH6271
 AH6271                          STATION DESCRIPTION
 AH6271
 AH6271'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6271'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA NEAR THE RIGHT-OF-WAY
 AH6271'OF LA. HIGHWAY 315, (TOWNSHIP 18 SOUTH RANGE 17 EAST SECTION 18).
 AH6271'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6271'THE GROUND. MONUMENT IS ABOUT 1.32 MI (2.12 KM) SOUTH OF THE DULARGE
 AH6271'MIDDLE SCHOOL, 24.00 FT (7.32 M) NORTH OF THE CENTERLINE OF LA.
 AH6271'HIGHWAY 315, 67.10 FT (20.45 M) SOUTHWEST OF THE SOUTHWEST END OF THE
 AH6271'NORTH HEADWALL OF A CROSS-DRAIN UNDER LA. HIGHWAY 315, 81.57 FT (24.86
 AH6271'M) NORTHWEST OF THE SOUTHWEST END OF THE SOUTH HEADWALL OF A
 AH6271'CROSS-DRAIN UNDER LA. HIGHWAY 315, 152.71 FT (46.55 M) NORTHEAST OF A
 AH6271'NAIL/BOTTLE CAP IN A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6267 ***********************************************************************
 AH6267  DESIGNATION -  D 6 AZ MK
 AH6267  PID         -  AH6267
 AH6267  STATE/COUNTY-  LA/TERREBONNE
 AH6267  USGS QUAD   -  HUMPHREYS (1980)
 AH6267
 AH6267                         *CURRENT SURVEY CONTROL
 AH6267  ___________________________________________________________________
 AH6267* NAD 83(1992)-  29 30 35.02310(N)    090 45 05.77606(W)     ADJUSTED  
 AH6267* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6267  **This station is located in a subsidence area (see below).
 AH6267  ___________________________________________________________________
 AH6267  X           -     -72,870.969 (meters)                     COMP
 AH6267  Y           -  -5,554,729.514 (meters)                     COMP
 AH6267  Z           -   3,123,181.730 (meters)                     COMP
 AH6267  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6267  ELLIP HEIGHT-         -23.38  (meters)          (02/21/02) GPS OBS
 AH6267  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AH6267
 AH6267  HORZ ORDER  -  FIRST
 AH6267  ELLP ORDER  -  FIFTH     CLASS I
 AH6267
 AH6267.The horizontal coordinates were established by GPS observations
 AH6267.and adjusted by the National Geodetic Survey in December 1998..
 AH6267
 AH6267 ** The orthometric height has not been validated since last determined
 AH6267 ** by differential leveling and should not be used for control purposes.
 AH6267 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6267 ** area with valid NAVD 88 orthometric heights.
 AH6267 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6267 ** epoch indicated which incorporates improved geoid heights for the
 AH6267 ** Southern Louisiana Subsidence area.
 AH6267 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6267.The orthometric height was determined by GPS observations and a
 AH6267.high-resolution geoid model.
 AH6267
 AH6267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6267
 AH6267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6267
 AH6267.The ellipsoidal height was determined by GPS observations
 AH6267.and is referenced to NAD 83.
 AH6267
 AH6267.The geoid height was determined by GEOID03.
 AH6267
 AH6267;                    North         East     Units Scale Factor Converg.
 AH6267;SPC LA S     -   112,067.190 1,056,400.323   MT  0.99996223   +0 17 27.1
 AH6267;SPC LA S     -   367,673.77  3,465,873.39   sFT  0.99996223   +0 17 27.1
 AH6267;UTM  15      - 3,266,568.343   717,939.527   MT  1.00018610   +1 06 28.6
 AH6267
 AH6267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6267!SPC LA S     -   1.00000367  x   0.99996223  =   0.99996590
 AH6267!UTM  15      -   1.00000367  x   1.00018610  =   1.00018977
 AH6267
 AH6267:                Primary Azimuth Mark                     Grid Az
 AH6267:SPC LA S     -  D 6                                      203 00 37.1
 AH6267:UTM  15      -  D 6                                      202 11 35.6
 AH6267
 AH6267|---------------------------------------------------------------------|
 AH6267| PID    Reference Object                     Distance      Geod. Az  |
 AH6267|                                                           dddmmss.s |
 AH6267| AH6271 D 6                                 APPROX. 0.6 KM 2031804.2 |
 AH6267|---------------------------------------------------------------------|
 AH6267
 AH6267                          SUPERSEDED SURVEY CONTROL
 AH6267
 AH6267  ELLIP H (12/17/98)  -23.34   (m)                       GP(       ) 4 2
 AH6267
 AH6267.Superseded values are not recommended for survey control.
 AH6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6267.See file dsdata.txt to determine how the superseded data were derived.
 AH6267
 AH6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1794066568(NAD 83)
 AH6267_MARKER: DD = SURVEY DISK
 AH6267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6267_STAMPING: D-6 AZ MK 1993
 AH6267_MARK LOGO: TPCG  
 AH6267_PROJECTION: FLUSH
 AH6267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6267+STABILITY: SURFACE MOTION
 AH6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6267+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6267
 AH6267  HISTORY     - Date     Condition        Report By
 AH6267  HISTORY     - 1993     MONUMENTED       GSENG
 AH6267
 AH6267                          STATION DESCRIPTION
 AH6267
 AH6267'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6267'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA NEAR THE RIGHT-OF-WAY
 AH6267'OF LA. HIGHWAY 315, (TOWNSHIP 18 SOUTH RANGE 17 EAST SECTION 18).
 AH6267'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6267'THE GROUND. MONUMENT IS ABOUT 0.98 MI (1.58 KM) SOUTH OF THE DULARGE
 AH6267'MIDDLE SCHOOL, 29.81 FT (9.09 M) NORTH OF THE CENTERLINE OF LA.
 AH6267'HIGHWAY 315, 123.62 FT (37.68 M) EAST OF A NAIL/BOTTLE CAP IN A LIGHT
 AH6267'POLE W/TELEPHONE PEDESTAL, 21.73 FT (6.62 M) SOUTHWEST OF A
 AH6267'NAIL/BOTTLE CAP IN A POWER POLE, JUST NORTH OF BOX 716 HIGHWAY 315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0039 ***********************************************************************
 BK0039  DESIGNATION -  D 60
 BK0039  PID         -  BK0039
 BK0039  STATE/COUNTY-  LA/EVANGELINE
 BK0039  USGS QUAD   -  CHATAIGNIER (1983)
 BK0039
 BK0039                         *CURRENT SURVEY CONTROL
 BK0039  ___________________________________________________________________
 BK0039* NAD 83(1986)-  30 34 21.     (N)    092 19 14.     (W)     SCALED    
 BK0039* NAVD 88     -        18.14   (+/-2cm)      59.5    (feet)  VERTCON   
 BK0039  ___________________________________________________________________
 BK0039  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0039
 BK0039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0039
 BK0039.The horizontal coordinates were scaled from a topographic map and have
 BK0039.an estimated accuracy of +/- 6 seconds.
 BK0039
 BK0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0039.The vertical order pertains to the NGVD 29 superseded value.
 BK0039
 BK0039.The geoid height was determined by GEOID03.
 BK0039
 BK0039;                    North         East    Units  Estimated Accuracy
 BK0039;SPC LA S     -   230,140.      905,300.      MT  (+/- 180 meters Scaled)
 BK0039
 BK0039                          SUPERSEDED SURVEY CONTROL
 BK0039
 BK0039  NGVD 29 (??/??/??)   18.105  (m)           59.40   (f) ADJUSTED    2 0
 BK0039
 BK0039.Superseded values are not recommended for survey control.
 BK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0039.See file dsdata.txt to determine how the superseded data were derived.
 BK0039
 BK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP651824(NAD 83)
 BK0039_MARKER: DB = BENCH MARK DISK
 BK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0039_STAMPING: D 60 1935
 BK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0039+STABILITY: SURFACE MOTION
 BK0039
 BK0039  HISTORY     - Date     Condition        Report By
 BK0039  HISTORY     - 1935     MONUMENTED       CGS
 BK0039  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0039
 BK0039                          STATION DESCRIPTION
 BK0039
 BK0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0039'0.3 MI N FROM CHATAIGNIER.
 BK0039'0.3 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILWAY (NOW ABANDONED)
 BK0039'FROM CHATAIGNIER, EVANGELINE PARISH, 420 YARDS NORTH OF THE STATION,
 BK0039'39 YARDS SOUTH OF THE CROSSING OF THE ROAD LEADING TO THE SECTION
 BK0039'HOUSE, AND 37 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 BK0039'DISK, STAMPED D 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK0039
 BK0039                          STATION RECOVERY (1980)
 BK0039
 BK0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0674 ***********************************************************************
 BX0674  DESIGNATION -  D 68
 BX0674  PID         -  BX0674
 BX0674  STATE/COUNTY-  LA/RAPIDES
 BX0674  USGS QUAD   -  ALEXANDRIA (1992)
 BX0674
 BX0674                         *CURRENT SURVEY CONTROL
 BX0674  ___________________________________________________________________
 BX0674* NAD 83(1986)-  31 20 00.     (N)    092 27 18.     (W)     SCALED    
 BX0674* NAVD 88     -        27.309  (meters)      89.60   (feet)  ADJUSTED  
 BX0674  ___________________________________________________________________
 BX0674  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX0674  DYNAMIC HT  -          27.276 (meters)      89.49  (feet)  COMP
 BX0674  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 BX0674
 BX0674  VERT ORDER  -  FIRST     CLASS I
 BX0674
 BX0674.The horizontal coordinates were scaled from a topographic map and have
 BX0674.an estimated accuracy of +/- 6 seconds.
 BX0674
 BX0674.The orthometric height was determined by differential leveling
 BX0674.and adjusted by the National Geodetic Survey in February 1994..
 BX0674
 BX0674.The geoid height was determined by GEOID03.
 BX0674
 BX0674.The dynamic height is computed by dividing the NAVD 88
 BX0674.geopotential number by the normal gravity value computed on the
 BX0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0674.degrees latitude (g = 980.6199 gals.).
 BX0674
 BX0674.The modeled gravity was interpolated from observed gravity values.
 BX0674
 BX0674;                    North         East    Units  Estimated Accuracy
 BX0674;SPC LA N     -    92,400.    1,004,280.      MT  (+/- 180 meters Scaled)
 BX0674
 BX0674                          SUPERSEDED SURVEY CONTROL
 BX0674
 BX0674  NAVD 88 (06/15/91)   27.309  (m)           89.60   (f) UNKNOWN     1 1
 BX0674  NGVD 29 (??/??/??)   27.299  (m)           89.56   (f) ADJUSTED    1 1
 BX0674
 BX0674.Superseded values are not recommended for survey control.
 BX0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0674.See file dsdata.txt to determine how the superseded data were derived.
 BX0674
 BX0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ518666(NAD 83)
 BX0674_MARKER: DB = BENCH MARK DISK
 BX0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0674_SP_SET: BRIDGE
 BX0674_STAMPING: D 68 1935
 BX0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0674
 BX0674  HISTORY     - Date     Condition        Report By
 BX0674  HISTORY     - 1935     MONUMENTED       CGS
 BX0674  HISTORY     - 1966     GOOD             CGS
 BX0674  HISTORY     - 1977     GOOD             NGS
 BX0674
 BX0674                          STATION DESCRIPTION
 BX0674
 BX0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0674'3.0 MI N FROM ALEXANDRIA.
 BX0674'ABOUT 0.45 MILES SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0674'ALEXANDRIA, THENCE 1.55 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0674'RAILROAD TO A HIGHWAY OVERPASS, THENCE 1.0 MILE NORTHEAST ALONG THE
 BX0674'MISSOURI AND PACIFIC RAILROAD, IN SECTION 90, T 4 N, R 1 W, AT THE
 BX0674'WEST END OF A RAILROAD BRIDGE OVER THE RED RIVER, 5.7 FEET SOUTH OF
 BX0674'THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 BX0674'SEAT OF THE BRIDGE, 1 1/2 FEET WEST OF THE WEST EDGE OF A STEEL BASE
 BX0674'PLATE SUPPORTING A STEEL GIRDER, AND ABOUT 7 FEET BELOW THE LEVEL OF
 BX0674'THE TRACK.
 BX0674
 BX0674                          STATION RECOVERY (1977)
 BX0674
 BX0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0051 ***********************************************************************
 BK0051  DESIGNATION -  D 69
 BK0051  PID         -  BK0051
 BK0051  STATE/COUNTY-  LA/ST LANDRY
 BK0051  USGS QUAD   -  MORROW (1972)
 BK0051
 BK0051                         *CURRENT SURVEY CONTROL
 BK0051  ___________________________________________________________________
 BK0051* NAD 83(1986)-  30 49 47.     (N)    092 05 06.     (W)     SCALED    
 BK0051* NAVD 88     -        13.97   (+/-2cm)      45.8    (feet)  VERTCON   
 BK0051  ___________________________________________________________________
 BK0051  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK0051
 BK0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0051
 BK0051.The horizontal coordinates were scaled from a topographic map and have
 BK0051.an estimated accuracy of +/- 6 seconds.
 BK0051
 BK0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0051.The vertical order pertains to the NGVD 29 superseded value.
 BK0051
 BK0051.The geoid height was determined by GEOID03.
 BK0051
 BK0051;                    North         East    Units  Estimated Accuracy
 BK0051;SPC LA S     -   258,480.      928,080.      MT  (+/- 180 meters Scaled)
 BK0051
 BK0051                          SUPERSEDED SURVEY CONTROL
 BK0051
 BK0051  NGVD 29 (??/??/??)   13.951  (m)           45.77   (f) ADJUSTED    2 0
 BK0051
 BK0051.Superseded values are not recommended for survey control.
 BK0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0051.See file dsdata.txt to determine how the superseded data were derived.
 BK0051
 BK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ875110(NAD 83)
 BK0051_MARKER: DB = BENCH MARK DISK
 BK0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0051_STAMPING: D 69 1935
 BK0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0051+STABILITY: SURFACE MOTION
 BK0051
 BK0051  HISTORY     - Date     Condition        Report By
 BK0051  HISTORY     - 1935     MONUMENTED       CGS
 BK0051  HISTORY     - 1960     GOOD             CGS
 BK0051  HISTORY     - 1975     GOOD             LADTD
 BK0051
 BK0051                          STATION DESCRIPTION
 BK0051
 BK0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BK0051'IN MORROW.
 BK0051'LOCATED ALONG THE TEXAS AND PACIFIC RAILROAD TRACKS, IN THE SOUTHWEST
 BK0051'ANGLE OF THE NORTH ROAD CROSSING AT MORROW.  IT IS 74 FEET SOUTHWEST
 BK0051'OF THE CENTER OF THE ROAD CROSSING, 32 FEET SOUTHWEST OF SIGNAL 152.8,
 BK0051'27 FEET WEST OF THE WEST RAIL OF THE TRACK, 68 FEET EAST OF THE
 BK0051'CENTERLINE OF U.S. HIGHWAY 71, 6 FEET NORTH OF A POLE, 145 FEET NORTH
 BK0051'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE RAILROAD
 BK0051'STATION(BUILDING HAS BEEN REMOVED), 40 FEET WEST OF A SWITCH STAND FOR
 BK0051'SIDE TRACK LEADING SOUTH AND 1 FOOT EAST OF A METAL WITNESS POST. IT
 BK0051'IS A STANDARD DISK, STAMPED D 69 1935, SET IN THE TOP OF A CONCRETE
 BK0051'POST PROJECTING 6 INCHES AND ABOUT 3 FEET LOWER THAN THE TRACK.
 BK0051
 BK0051                          STATION RECOVERY (1975)
 BK0051
 BK0051'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK0051'FROM THE JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY 107 AT MORROW,
 BK0051'67 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 72 FT SE OF THE
 BK0051'CENTERLINE OF STATE HIGHWAY 107, 7 FT NW OF A TELEPHONE POLE, 28 FT
 BK0051'WEST OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1887 ***********************************************************************
 BJ1887  DESIGNATION -  D 76
 BJ1887  PID         -  BJ1887
 BJ1887  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1887  USGS QUAD   -  WILSON (1985)
 BJ1887
 BJ1887                         *CURRENT SURVEY CONTROL
 BJ1887  ___________________________________________________________________
 BJ1887* NAD 83(1986)-  30 55 10.     (N)    091 06 57.     (W)     SCALED    
 BJ1887* NAVD 88     -        77.74   (+/-2cm)     255.1    (feet)  VERTCON   
 BJ1887  ___________________________________________________________________
 BJ1887  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1887
 BJ1887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1887
 BJ1887.The horizontal coordinates were scaled from a topographic map and have
 BJ1887.an estimated accuracy of +/- 6 seconds.
 BJ1887
 BJ1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1887.The vertical order pertains to the NGVD 29 superseded value.
 BJ1887
 BJ1887.The geoid height was determined by GEOID03.
 BJ1887
 BJ1887;                    North         East    Units  Estimated Accuracy
 BJ1887;SPC LA S     -   268,210.    1,020,790.      MT  (+/- 180 meters Scaled)
 BJ1887
 BJ1887                          SUPERSEDED SURVEY CONTROL
 BJ1887
 BJ1887  NGVD 29 (??/??/??)   77.688  (m)          254.88   (f) ADJUSTED    2 0
 BJ1887
 BJ1887.Superseded values are not recommended for survey control.
 BJ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1887.See file dsdata.txt to determine how the superseded data were derived.
 BJ1887
 BJ1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ800221(NAD 83)
 BJ1887_MARKER: DB = BENCH MARK DISK
 BJ1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1887_STAMPING: D 76 1935
 BJ1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1887+STABILITY: SURFACE MOTION
 BJ1887
 BJ1887  HISTORY     - Date     Condition        Report By
 BJ1887  HISTORY     - 1935     MONUMENTED       CGS
 BJ1887  HISTORY     - 1954     GOOD             CGS
 BJ1887
 BJ1887                          STATION DESCRIPTION
 BJ1887
 BJ1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1887'IN WILSON.
 BJ1887'ALONG THE ILLINOIS CENTRAL RAILROAD AT WILSON, 585 FEET SOUTH OF
 BJ1887'MILEPOST M 333, 80 FEET SOUTHWEST OF THE SWITCH STAND AT THE NORTH END
 BJ1887'OF THE EAST SIDE TRACK, 34 FEET WEST OF THE WEST RAIL AND 60 FEET EAST
 BJ1887'OF A POWER POLE.  A STANDARD DISK, STAMPED D 76 1935 AND SET IN THE
 BJ1887'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND 3 FEET BELOW THE LEVEL
 BJ1887'OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1243 ***********************************************************************
 BJ1243  DESIGNATION -  D 80
 BJ1243  PID         -  BJ1243
 BJ1243  STATE/COUNTY-  LA/WASHINGTON
 BJ1243  USGS QUAD   -  FRANKLINTON (1983)
 BJ1243
 BJ1243                         *CURRENT SURVEY CONTROL
 BJ1243  ___________________________________________________________________
 BJ1243* NAD 83(1986)-  30 50 49.     (N)    090 09 11.     (W)     SCALED    
 BJ1243* NAVD 88     -        47.159  (meters)     154.72   (feet)  ADJUSTED  
 BJ1243  ___________________________________________________________________
 BJ1243  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BJ1243  DYNAMIC HT  -          47.097 (meters)     154.52  (feet)  COMP
 BJ1243  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BJ1243
 BJ1243  VERT ORDER  -  SECOND    CLASS 0
 BJ1243
 BJ1243.The horizontal coordinates were scaled from a topographic map and have
 BJ1243.an estimated accuracy of +/- 6 seconds.
 BJ1243
 BJ1243.The orthometric height was determined by differential leveling
 BJ1243.and adjusted by the National Geodetic Survey in February 1994..
 BJ1243
 BJ1243.The geoid height was determined by GEOID03.
 BJ1243
 BJ1243.The dynamic height is computed by dividing the NAVD 88
 BJ1243.geopotential number by the normal gravity value computed on the
 BJ1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1243.degrees latitude (g = 980.6199 gals.).
 BJ1243
 BJ1243.The modeled gravity was interpolated from observed gravity values.
 BJ1243
 BJ1243;                    North         East    Units  Estimated Accuracy
 BJ1243;SPC LA S     -   260,740.    1,112,900.      MT  (+/- 180 meters Scaled)
 BJ1243
 BJ1243                          SUPERSEDED SURVEY CONTROL
 BJ1243
 BJ1243  NGVD 29 (??/??/??)   47.251  (m)          155.02   (f) ADJUSTED    2 0
 BJ1243
 BJ1243.Superseded values are not recommended for survey control.
 BJ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1243.See file dsdata.txt to determine how the superseded data were derived.
 BJ1243
 BJ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ722161(NAD 83)
 BJ1243_MARKER: DB = BENCH MARK DISK
 BJ1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1243_STAMPING: 155 D 80 1935
 BJ1243_MARK LOGO: CGS   
 BJ1243_PROJECTION: PROJECTING 13 CENTIMETERS
 BJ1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1243+STABILITY: SURFACE MOTION
 BJ1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1243+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ1243
 BJ1243  HISTORY     - Date     Condition        Report By
 BJ1243  HISTORY     - 1935     MONUMENTED       CGS
 BJ1243  HISTORY     - 1955     GOOD             CGS
 BJ1243  HISTORY     - 1982     GOOD             LADTD
 BJ1243  HISTORY     - 1982     GOOD             LADTD
 BJ1243  HISTORY     - 1984     GOOD             LADTD
 BJ1243  HISTORY     - 20030602 GOOD             LADTD
 BJ1243
 BJ1243                          STATION DESCRIPTION
 BJ1243
 BJ1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1243'IN FRANKLINTON.
 BJ1243'AT FRANKLINTON, WASHINGTON PARISH, ON THE GULF, MOBILE AND OHIO
 BJ1243'RAILROAD, 81 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION, 86
 BJ1243'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AT THE
 BJ1243'INTERSECTION OF ELEVENTH AND WASHINGTON STREETS, 71 FEET NORTHWEST OF
 BJ1243'THE CENTERLINE OF WASHINGTON STREET, 30 FEET NORTHEAST OF THE
 BJ1243'CENTERLINE OF ELEVENTH STREET, 2 FEET NORTHWEST OF AN 18-INCH TREE,
 BJ1243'AND LEVEL WITH THE TRACK AND STREETS.  A STANDARD DISK, STAMPED 155 D
 BJ1243'80 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 BJ1243'ABOVE GROUND.
 BJ1243
 BJ1243                          STATION RECOVERY (1982)
 BJ1243
 BJ1243'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1243'RECOVERED IN GOOD CONDITION.
 BJ1243
 BJ1243                          STATION RECOVERY (1982)
 BJ1243
 BJ1243'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1243'RECOVERED IN GOOD CONDITION.
 BJ1243
 BJ1243                          STATION RECOVERY (1984)
 BJ1243
 BJ1243'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1243'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.3  KM
 BJ1243'(0.2 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN FRANKLINTON
 BJ1243'TO THE JUNCTION WITH STATE HIGHWAY 430 WITH THE BENCH MARK SET IN THE
 BJ1243'NORTHEAST QUADRANT OF THE JUNCTION, 23.8 METERS (78 FT) NORTHWEST OF
 BJ1243'THE CENTER OF HIGHWAY 10, 9.1 METERS (30 FT) NORTHEAST OF THE CENTER
 BJ1243'OF HIGHWAY 430, AND 0.8 METER (2.5 FT) NORTH-NORTHWEST OF A 24-INCH
 BJ1243'OAK TREE.
 BJ1243'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ1243'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
 BJ1243
 BJ1243                          STATION RECOVERY (2003)
 BJ1243
 BJ1243'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ1243'OMIT THE DESCRIPTION FROM THE TREE, ADD TO DESCRIPTION, 66.5 FT
 BJ1243'SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF ACE HARDWARE, 41 FT
 BJ1243'WEST-NORTHWEST FROM A FIRE HYDRANT, SET IN A FLOWER BED, RECESSED 3
 BJ1243'INCHES BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1277 ***********************************************************************
 BX1277  DESIGNATION -  D 97
 BX1277  PID         -  BX1277
 BX1277  STATE/COUNTY-  LA/NATCHITOCHES
 BX1277  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1277
 BX1277                         *CURRENT SURVEY CONTROL
 BX1277  ___________________________________________________________________
 BX1277* NAD 83(1986)-  31 31 24.     (N)    092 55 36.     (W)     SCALED    
 BX1277* NAVD 88     -        30.96   (+/-2cm)     101.6    (feet)  VERTCON   
 BX1277  ___________________________________________________________________
 BX1277  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1277
 BX1277  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1277
 BX1277.The horizontal coordinates were scaled from a topographic map and have
 BX1277.an estimated accuracy of +/- 6 seconds.
 BX1277
 BX1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1277.The vertical order pertains to the NGVD 29 superseded value.
 BX1277
 BX1277.The geoid height was determined by GEOID03.
 BX1277
 BX1277;                    North         East    Units  Estimated Accuracy
 BX1277;SPC LA N     -   113,540.      959,480.      MT  (+/- 180 meters Scaled)
 BX1277
 BX1277                          SUPERSEDED SURVEY CONTROL
 BX1277
 BX1277  NGVD 29 (??/??/??)   30.987  (m)          101.66   (f) ADJUSTED    1 2
 BX1277
 BX1277.Superseded values are not recommended for survey control.
 BX1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1277.See file dsdata.txt to determine how the superseded data were derived.
 BX1277
 BX1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ069876(NAD 83)
 BX1277_MARKER: DB = BENCH MARK DISK
 BX1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1277_STAMPING: D-97 1938
 BX1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1277+STABILITY: SURFACE MOTION
 BX1277
 BX1277  HISTORY     - Date     Condition        Report By
 BX1277  HISTORY     - 1938     MONUMENTED       CGS
 BX1277  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 BX1277  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1277
 BX1277                          STATION DESCRIPTION
 BX1277
 BX1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1277'1.5 MI E FROM DERRY.
 BX1277'9 FEET EAST OF MILEPOST NO. 227.  75 FEET SOUTH OF CENTER LINE OF THE
 BX1277'T. AND P. R. R. MAIN LINE.
 BX1277
 BX1277                          STATION RECOVERY (1995)
 BX1277
 BX1277'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1277'MARK NOT FOUND.
 BX1277
 BX1277                          STATION RECOVERY (2001)
 BX1277
 BX1277'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX1277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2707 ***********************************************************************
 CQ2707  DESIGNATION -  D ARBONNE LOT LFC
 CQ2707  PID         -  CQ2707
 CQ2707  STATE/COUNTY-  LA/UNION
 CQ2707  USGS QUAD   -  DOWNSVILLE NORTH (1982)
 CQ2707
 CQ2707                         *CURRENT SURVEY CONTROL
 CQ2707  ___________________________________________________________________
 CQ2707* NAD 83(1992)-  32 41 32.31942(N)    092 26 45.81964(W)     ADJUSTED  
 CQ2707* NAVD 88     -                                                        
 CQ2707  ___________________________________________________________________
 CQ2707  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CQ2707  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ2707
 CQ2707  HORZ ORDER  -  THIRD
 CQ2707
 CQ2707.The horizontal coordinates were established by classical geodetic methods
 CQ2707.and adjusted by the National Geodetic Survey in September 1999..
 CQ2707
 CQ2707
 CQ2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2707
 CQ2707.The geoid height was determined by GEOID03.
 CQ2707
 CQ2707;                    North         East     Units Scale Factor Converg.
 CQ2707;SPC LA N     -   243,082.107 1,005,058.225   MT  1.00000595   +0 01 42.7
 CQ2707;SPC LA N     -   797,511.88  3,297,428.53   sFT  1.00000595   +0 01 42.7
 CQ2707;UTM  15      - 3,617,312.928   551,925.876   MT  0.99963325   +0 17 57.1
 CQ2707
 CQ2707                          SUPERSEDED SURVEY CONTROL
 CQ2707
 CQ2707  NAD 83(1992)-  32 41 32.31976(N)    092 26 45.81809(W) AD(       ) 4
 CQ2707  NAD 83(1986)-  32 41 32.33223(N)    092 26 45.81054(W) AD(       ) 4
 CQ2707  NAD 27      -  32 41 31.81600(N)    092 26 45.29200(W) AD(       ) 3
 CQ2707
 CQ2707.Superseded values are not recommended for survey control.
 CQ2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2707.See file dsdata.txt to determine how the superseded data were derived.
 CQ2707
 CQ2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5192617313(NAD 83)
 CQ2707_MARKER: 57 = LOOKOUT TOWER
 CQ2707
 CQ2707  HISTORY     - Date     Condition        Report By
 CQ2707  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2707
 CQ2707                          STATION DESCRIPTION
 CQ2707
 CQ2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2707'THE STATION IS ABOUT 5 MILES SOUTH OF FARMERVILLE AND ABOUT 3/4
 CQ2707'MILE EAST OF STATE HIGHWAY NO. 44.  IT IS A GLASS ENCLOSED
 CQ2707'CABIN SUPPORTED BY 4 STEEL TRUSSWORK LEGS, AND IS APPROXIMATELY
 CQ2707'115 FEET HIGH.  THE POINT OBSERVED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2773 ***********************************************************************
 BH2773  DESIGNATION -  DACE
 BH2773  PID         -  BH2773
 BH2773  STATE/COUNTY-  LA/ORLEANS
 BH2773  USGS QUAD   -  ALLIGATOR POINT (1994)
 BH2773
 BH2773                         *CURRENT SURVEY CONTROL
 BH2773  ___________________________________________________________________
 BH2773* NAD 83(1992)-  30 04 35.62257(N)    089 41 03.75739(W)     ADJUSTED  
 BH2773* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 BH2773  **This station is located in a subsidence area (see below).
 BH2773  ___________________________________________________________________
 BH2773  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BH2773  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BH2773
 BH2773  HORZ ORDER  -  FIRST
 BH2773
 BH2773.The horizontal coordinates were established by classical geodetic methods
 BH2773.and adjusted by the National Geodetic Survey in May 1994..
 BH2773
 BH2773 ** The orthometric height has not been validated since last determined
 BH2773 ** by differential leveling and should not be used for control purposes.
 BH2773 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2773 ** area with valid NAVD 88 orthometric heights.
 BH2773 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2773 ** epoch indicated which incorporates improved geoid heights for the
 BH2773 ** Southern Louisiana Subsidence area.
 BH2773 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2773
 BH2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2773
 BH2773.The geoid height was determined by GEOID03.
 BH2773
 BH2773;                    North         East     Units Scale Factor Converg.
 BH2773;SPC LA S     -   175,896.670 1,158,962.235   MT  0.99992661   +0 49 28.2
 BH2773;SPC LA S     -   577,087.66  3,802,361.93   sFT  0.99992661   +0 49 28.2
 BH2773;UTM  16      - 3,330,308.181   241,249.557   MT  1.00042610   -1 20 45.8
 BH2773
 BH2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2773!SPC LA S     -   1.00000397  x   0.99992661  =   0.99993058
 BH2773!UTM  16      -   1.00000397  x   1.00042610  =   1.00043008
 BH2773
 BH2773|---------------------------------------------------------------------|
 BH2773| PID    Reference Object                     Distance      Geod. Az  |
 BH2773|                                                           dddmmss.s |
 BH2773| DD7779 DACE RM 1                            16.274 METERS 02108     |
 BH2773| BH2779 LAKE BORGNE RANGE REAR LIGHT        APPROX. 7.9 KM 0330303.4 |
 BH2773| DD7778 DACE AZ MK                                         2411152.0 |
 BH2773| DD7780 DACE RM 2                            18.430 METERS 25739     |
 BH2773| BH2813 VENETIAN ISLES WATER TANK           APPROX.12.3 KM 2662659.7 |
 BH2773|---------------------------------------------------------------------|
 BH2773
 BH2773                          SUPERSEDED SURVEY CONTROL
 BH2773
 BH2773  NAD 83(1992)-  30 04 35.62548(N)    089 41 03.75397(W) AD(       ) 1
 BH2773  NAD 83(1986)-  30 04 35.63544(N)    089 41 03.75375(W) AD(       ) 1
 BH2773  NAD 27      -  30 04 34.92139(N)    089 41 03.54960(W) AD(       ) 1
 BH2773  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 BH2773
 BH2773.Superseded values are not recommended for survey control.
 BH2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2773.See file dsdata.txt to determine how the superseded data were derived.
 BH2773
 BH2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4125030308(NAD 83)
 BH2773_MARKER: DT = TOPOGRAPHIC STATION DISK
 BH2773_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2773_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2773
 BH2773  HISTORY     - Date     Condition        Report By
 BH2773  HISTORY     - 1952     MONUMENTED       CGS
 BH2773  HISTORY     - 1966     GOOD             CGS
 BH2773  HISTORY     - 1972     GOOD             NGS
 BH2773  HISTORY     - 1972     GOOD             NGS
 BH2773
 BH2773                          STATION DESCRIPTION
 BH2773
 BH2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2773'STATION IS LOCATED ON THE W SHORE OF LAKE BORGNE, ON SHELL POINT,
 BH2773'APPROXIMATELY 400 FEET E OF THE MOST S OF TWO SMALL PONDS, 3 FEET SW
 BH2773'OF A 4- BY 4-INCH WHITE WITNESS POST. A STANDARD RECOVERABLE
 BH2773'TOPOGRAPHIC STATION DISK STAMPED DACE 1952 SET IN THE TOP OF A
 BH2773'7-INCH STOVEPIPE, FILLED WITH CONCRETE, WHICH RESTS ON A 2X4X8
 BH2773'DRIVEN INTO THE MARSH. MONUMENT PROJECTS 1 FOOT.
 BH2773'
 BH2773'APPARENT SHORELINE IS 100.3 FEET (30.6 METERS) S 73 DEG 15 MIN E.
 BH2773
 BH2773                          STATION RECOVERY (1966)
 BH2773
 BH2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2773'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. AZIMUTH MARK,
 BH2773'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME. A COMPLETE
 BH2773'NEW DESCRIPTION OF STATION FOLLOWS.
 BH2773'
 BH2773'STATION IS LOCATED ON NORTHWEST SHORE OF LAKE BORGNE, ABOUT 14 MILES
 BH2773'SOUTHEAST OF SLIDELL, 6-1/2 MILES EAST OF CHEF MENTEUR PASS, 6 MILES
 BH2773'SOUTHEAST OF EAST END OF LAKE PONTCHARTRAIN, 4 MILES NORTHEAST OF
 BH2773'ALLIGATOR POINT AND ON SHELL POINT.
 BH2773'
 BH2773'STATION MARK, A STANDARD TOPOGRAPHIC DISK STAMPED DACE 1952, IS SET
 BH2773'IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 2 INCHES, THE
 BH2773'MARK IS 200 FEET NORTHWEST OF SHORE LINE TO SOUTH, 200 FEET WEST OF
 BH2773'SHORE LINE TO EAST AND 1 FOOT SOUTHEAST OF WITNESS POST.
 BH2773'
 BH2773'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED DACE NO 1 1952
 BH2773'1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER GROUND WELD ROD 24
 BH2773'FEET LONG WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH
 BH2773'PROJECTS 2.5 FEET. THE MARK IS 53 FEET NORTHEAST OF WITNESS POST
 BH2773'AND 1 FOOT WEST OF 3 INCH PIPE THAT IS 4 FEET HIGH.
 BH2773'
 BH2773'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED DACE NO 2 1952
 BH2773'1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER GROUND WELD ROD 24
 BH2773'FEET LONG WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH
 BH2773'PROJECTS 2.5 FEET. THE MARK IS 60.2 FEET SOUTHWEST OF THE WITNESS
 BH2773'POST.
 BH2773'
 BH2773'AZIMUTH MARK, A STANDARD DISK STAMPED DACE 1952 1966, IS CRIMPED TO
 BH2773'THE TOP OF A 5/8 INCH COPPER GROUND WELD ROD 32 FEET LONG WHICH IS
 BH2773'ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS 2.5 FEET.
 BH2773'THE MARK IS 180 FEET NORTH OF SHORE LINE AND 1 FOOT EAST OF THE
 BH2773'WITNESS POST.
 BH2773'
 BH2773'NOTICE--STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 BH2773
 BH2773                          STATION RECOVERY (1972)
 BH2773
 BH2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 BH2773'ALL MARKS WERE RECOVERED AND FOUND TO BE IN FAIR CONDITION AS
 BH2773'THEY WERE DESCRIBED IN THE 1966 DESCRIPTION.
 BH2773'
 BH2773'A BOAT WAS USED TO VISIT THIS STATION.
 BH2773
 BH2773                          STATION RECOVERY (1972)
 BH2773
 BH2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2773'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 BH2773'L.M.C. IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3269 ***********************************************************************
 CQ3269  DESIGNATION -  DALE
 CQ3269  PID         -  CQ3269
 CQ3269  STATE/COUNTY-  LA/BOSSIER
 CQ3269  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3269
 CQ3269                         *CURRENT SURVEY CONTROL
 CQ3269  ___________________________________________________________________
 CQ3269* NAD 83(1992)-  32 30 29.39964(N)    093 40 34.62695(W)     ADJUSTED  
 CQ3269* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 CQ3269  ___________________________________________________________________
 CQ3269  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CQ3269  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3269
 CQ3269  HORZ ORDER  -  SECOND
 CQ3269
 CQ3269.The horizontal coordinates were established by classical geodetic methods
 CQ3269.and adjusted by the National Geodetic Survey in January 1993..
 CQ3269
 CQ3269.The orthometric height was scaled from a topographic map.
 CQ3269
 CQ3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3269
 CQ3269.The geoid height was determined by GEOID03.
 CQ3269
 CQ3269;                    North         East     Units Scale Factor Converg.
 CQ3269;SPC LA N     -   223,259.862   889,472.253   MT  0.99996770   -0 37 18.9
 CQ3269;SPC LA N     -   732,478.40  2,918,210.22   sFT  0.99996770   -0 37 18.9
 CQ3269;UTM  15      - 3,596,965.874   436,475.438   MT  0.99964976   -0 21 48.5
 CQ3269
 CQ3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3269!SPC LA N     -   0.99999625  x   0.99996770  =   0.99996395
 CQ3269!UTM  15      -   0.99999625  x   0.99964976  =   0.99964602
 CQ3269
 CQ3269:                Primary Azimuth Mark                     Grid Az
 CQ3269:SPC LA N     -  BARKSDALE AFB WATER TANK 2               073 18 24.8
 CQ3269:UTM  15      -  BARKSDALE AFB WATER TANK 2               073 02 54.4
 CQ3269
 CQ3269|---------------------------------------------------------------------|
 CQ3269| PID    Reference Object                     Distance      Geod. Az  |
 CQ3269|                                                           dddmmss.s |
 CQ3269| CQ3265 BARKSDALE AFB WATER TANK 2          APPROX. 2.5 KM 0724105.9 |
 CQ3269| CQ3245 BARKSDALE AFB WATER TANK 4          APPROX. 7.9 KM 0843710.1 |
 CQ3269| CQ3270 BARKSDALE AFB WATER TANK 3          APPROX. 3.2 KM 1013013.3 |
 CQ3269| CQ3264 TACAN BARKSDALE AFB BAD             APPROX. 1.7 KM 1092257.4 |
 CQ3269| CQ3142 BARKSDALE AFB EAST MAST OF SIX      APPROX. 5.0 KM 1195605.5 |
 CQ3269| CQ3141 BARKSDALE AFB WEST MAST OF SIX      APPROX. 5.0 KM 1200205.5 |
 CQ3269| CX5688 DALE RM 1                            22.513 METERS 18824     |
 CQ3269| CQ3143 BARKSDALE AFB WATER TANK 1          APPROX. 1.7 KM 2325954.5 |
 CQ3269| CQ3266 BOSSIER CITY MUNICIPAL TANK         APPROX. 1.8 KM 2642826.5 |
 CQ3269| CQ3268 BOSSIER CITY ST POLICE RAD MST      APPROX. 3.4 KM 2770220.7 |
 CQ3269| CX5689 DALE RM 2                            23.210 METERS 29532     |
 CQ3269|---------------------------------------------------------------------|
 CQ3269
 CQ3269                          SUPERSEDED SURVEY CONTROL
 CQ3269
 CQ3269  NAD 83(1986)-  32 30 29.41220(N)    093 40 34.61617(W) AD(       ) 2
 CQ3269  NAD 27      -  32 30 28.86260(N)    093 40 33.97760(W) AD(       ) 2
 CQ3269
 CQ3269.Superseded values are not recommended for survey control.
 CQ3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3269.See file dsdata.txt to determine how the superseded data were derived.
 CQ3269
 CQ3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3647596966(NAD 83)
 CQ3269_MARKER: DS = TRIANGULATION STATION DISK
 CQ3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3269
 CQ3269  HISTORY     - Date     Condition        Report By
 CQ3269  HISTORY     - 1960     MONUMENTED       CGS
 CQ3269  HISTORY     - 1970     GOOD             USAF
 CQ3269
 CQ3269                          STATION DESCRIPTION
 CQ3269
 CQ3269'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3269'THE STATION IS ABOUT 3 MILES NORTHEAST OF SHREVEPORT, ON THE
 CQ3269'BARKSDALE AIR FORCE BASE, NEAR THE CENTER OF THE THIRTY-SECOND
 CQ3269'SQUARE OF THE CONCRETE PARKWAY, EAST IN PROLONGATION FROM THE
 CQ3269'NORTHEAST CORNER OF HANGER 12.
 CQ3269'
 CQ3269'THE STATION MARK IS A STANDARD DISK STAMPED DALE 1960, CEMENTED
 CQ3269'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE APRON.
 CQ3269'IT IS 23.5 FEET SOUTHEAST OF THE CENTER OF A GROUND STATIC
 CQ3269'CONNECTION, 23.3 FEET SOUTHWEST OF THE CENTER OF A GROUND
 CQ3269'STATIC CONNECTION AND 12.8 FEET EAST OF THE CENTER OF A GROUND
 CQ3269'STATIC CONNECTION.  NO UNDERGROUND MARK WAS ESTABLISHED.
 CQ3269'
 CQ3269'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DALE NO 1 1960, IS
 CQ3269'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE
 CQ3269'APRON.  IT IS 51.3 FEET SOUTH OF THE CENTER OF A GROUND STATIC
 CQ3269'CONNECTION, 30.1 FEET SOUTHEAST OF THE CENTER OF A GROUND
 CQ3269'STATIC CONNECTION AND 3 FEET EAST OF THE CENTER OF A GROUND
 CQ3269'STATIC CONNECTION.
 CQ3269'
 CQ3269'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DALE NO 2 1960,
 CQ3269'IS CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE
 CQ3269'CONCRETE APRON.  IT IS 53.4 FEET WEST OF THE CENTER OF A
 CQ3269'GROUND STATIC CONNECTION, 29.4 FEET SOUTHEAST OF THE CENTER
 CQ3269'OF A GROUND STATIC CONNECTION AND 2.9 FEET NORTHEAST OF THE
 CQ3269'CENTER OF A GROUND STATIC CONNECTION.
 CQ3269'
 CQ3269'NOTE--OBSERVATIONS TAKEN FROM A 50-FOOT TOWER.
 CQ3269'
 CQ3269'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CQ3269
 CQ3269                          STATION RECOVERY (1970)
 CQ3269
 CQ3269'RECOVERY NOTE BY US AIR FORCE 1970
 CQ3269'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 CQ3269'CONDITION AS DESCRIBED.
 CQ3269'
 CQ3269'NOTE--ALL MARKS ARE IN A RESTRICTED AREA.  CLEARANCE MUST BE
 CQ3269'ATTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2973 ***********************************************************************
 BX2973  DESIGNATION -  DAM
 BX2973  PID         -  BX2973
 BX2973  STATE/COUNTY-  LA/SABINE
 BX2973  USGS QUAD   -  HADDENS (1985)
 BX2973
 BX2973                         *CURRENT SURVEY CONTROL
 BX2973  ___________________________________________________________________
 BX2973* NAD 83(1992)-  31 12 09.52659(N)    093 34 23.26594(W)     ADJUSTED  
 BX2973* NAVD 88     -        82.64   (+/-2cm)     271.1    (feet)  VERTCON   
 BX2973  ___________________________________________________________________
 BX2973  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 BX2973  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BX2973
 BX2973  HORZ ORDER  -  SECOND
 BX2973  VERT ORDER  -  THIRD ? (See Below)
 BX2973
 BX2973.The horizontal coordinates were established by classical geodetic methods
 BX2973.and adjusted by the National Geodetic Survey in February 1996..
 BX2973
 BX2973.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2973.The vertical order pertains to the NGVD 29 superseded value.
 BX2973
 BX2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2973
 BX2973.The geoid height was determined by GEOID03.
 BX2973
 BX2973;                    North         East     Units Scale Factor Converg.
 BX2973;SPC LA N     -    78,413.797   897,731.422   MT  0.99999204   -0 34 02.5
 BX2973;SPC LA N     -   257,262.60  2,945,307.17   sFT  0.99999204   -0 34 02.5
 BX2973;SPC TX C     - 3,189,839.428 1,343,790.292   MT  0.99988789   +3 28 54.9
 BX2973;SPC TX C     -10,465,331.52  4,408,751.98   sFT  0.99988789   +3 28 54.9
 BX2973;UTM  15      - 3,452,202.058   445,401.212   MT  0.99963677   -0 17 48.9
 BX2973
 BX2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2973!SPC LA N     -   0.99999132  x   0.99999204  =   0.99998336
 BX2973!SPC TX C     -   0.99999132  x   0.99988789  =   0.99987921
 BX2973!UTM  15      -   0.99999132  x   0.99963677  =   0.99962809
 BX2973
 BX2973|---------------------------------------------------------------------|
 BX2973| PID    Reference Object                     Distance      Geod. Az  |
 BX2973|                                                           dddmmss.s |
 BX2973| CV8344 DAM RM 1                             11.085 METERS 04229     |
 BX2973| CV8343 DAM AZ MK                                          1705810.1 |
 BX2973| BX2974 DAM 1972 RM 2                         9.902 METERS 32348     |
 BX2973|---------------------------------------------------------------------|
 BX2973
 BX2973                          SUPERSEDED SURVEY CONTROL
 BX2973
 BX2973  NAD 83(1992)-  31 12 09.53098(N)    093 34 23.26248(W) AD(       ) 2
 BX2973  NAD 83(1986)-  31 12 09.53399(N)    093 34 23.26312(W) AD(       ) 2
 BX2973  NAD 27      -  31 12 08.86154(N)    093 34 22.63756(W) AD(       ) 2
 BX2973  NGVD 29 (07/19/86)   82.72   (m)          271.4    (f) LEVELING    3  
 BX2973
 BX2973.Superseded values are not recommended for survey control.
 BX2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2973.See file dsdata.txt to determine how the superseded data were derived.
 BX2973
 BX2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4540152202(NAD 83)
 BX2973_MARKER: DS = TRIANGULATION STATION DISK
 BX2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2973+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 BX2973
 BX2973  HISTORY     - Date     Condition        Report By
 BX2973  HISTORY     - 1972     MONUMENTED       NGS
 BX2973  HISTORY     - 20000724 GOOD             LOCSUR
 BX2973
 BX2973                          STATION DESCRIPTION
 BX2973
 BX2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2973'5 KGS. TENSION ON MEASUREMENTS TO THE RMS.
 BX2973'
 BX2973'THE STATION IS ABOUT 18.5 MILES WEST-NORTHWEST OF LEESVILLE, 13.5
 BX2973'MILES SOUTHWEST OF HORNBECK, NEAR THE NORTH END OF TOLEDO BEND DAM
 BX2973'AT THE OBSERVATION BUILDING AND ON STATE OWNED LAND.  PERMISSION TO
 BX2973'BUILD THE STATION WAS OBTAINED FROM MR. R. B. MORGAN, DISTRICT
 BX2973'ENGINEER, LOUISIANA DEPARTMENT OF PUBLIC WORKS.
 BX2973'
 BX2973'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE
 BX2973'HIGHWAY 392 IN HORNBECK, GO WESTERLY ON STATE HIGHWAY 392 FOR 1.35
 BX2973'MILES TO THE JUNCTION OF STATE HIGHWAY 473 ON THE RIGHT.  TURN
 BX2973'RIGHT ON STATE HIGHWAY 473 AND GO WEST FOR 8.25 MILES TO THE
 BX2973'JUNCTION OF STATE HIGHWAY 3129 ON THE RIGHT, CONTINUE
 BX2973'SOUTHWESTERLY ON STATE HIGHWAY 473 FOR 7.25 MILES TO THE
 BX2973'JUNCTION OF STATE HIGHWAY 392 ON THE LEFT, CONTINUE ON STATE
 BX2973'HIGHWAY 473 FOR 0.05 MILE TO A DRIVEWAY LEFT.  TURN LEFT ON THE
 BX2973'DRIVEWAY AND GO EAST FOR 0.05 MILE TO THE PARKING AREA AND THE
 BX2973'STATION ON THE RIGHT, NEAR THE OBSERVATION BUILDING.
 BX2973'
 BX2973'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DRIVEWAY AND STATE
 BX2973'HIGHWAY 473, GO SOUTHERLY ON STATE HIGHWAY 473 AND TEXAS 692 FOR
 BX2973'2.35 MILES TO THE JUNCTION OF TEXAS SPUR 135 ON THE RIGHT.  TURN
 BX2973'RIGHT AND GO NORTHERLY FOR 0.45 MILE TO THE END OF TEXAS SPUR 135 AND
 BX2973'PARKING LOT AND AZIMUTH MARK AS DESCRIBED.
 BX2973'
 BX2973'STATION MARKS ARE STANDARD DISKS STAMPED DAM 1972.  THE SURFACE DISK
 BX2973'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BX2973'FLUSH WITH THE GROUND SURFACE.  IT IS 84 FEET SOUTHEAST OF THE
 BX2973'SOUTHEAST CORNER OF A SMALL BRICK BUILDING, 65 FEET SOUTHWEST OF A
 BX2973'POWERLINE POLE WITH METER ATTACHED, 32.5 FEET SOUTH-SOUTHWEST OF
 BX2973'THE SOUTHEAST CORNER OF THE OBSERVATION BUILDING AND 6 FEET SOUTH
 BX2973'OF A SIDEWALK.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BX2973'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2973'
 BX2973'REFERENCE MARK 1, A STANDARD DISK STAMPED DAM NO 1 1972, IS CEMENTED
 BX2973'IN A DRILL HOLE IN THE SIDEWALK.  IT IS 36.5 FEET SOUTH OF A METAL
 BX2973'LIGHT POLE, 28.5 FEET SOUTHWEST OF THE POWERLINE POLE WITH METER
 BX2973'ATTACHED AND 6.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 BX2973'THE OBSERVATION BUILDING.
 BX2973'
 BX2973'REFERENCE MARK 2, A STANDARD DISK STAMPED DAM NO 2 1972, IS SET IN
 BX2973'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2973'WITH THE GROUND SURFACE.  IT IS 53 FEET EAST-SOUTHEAST OF THE
 BX2973'SOUTHEAST CORNER OF A SMALL BRICK BUILDING, 29.5 FEET SOUTH OF A
 BX2973'POWERLINE POLE AND 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BX2973'OBSERVATION BUILDING.
 BX2973'
 BX2973'AZIMUTH MARK, A STANDARD DISK STAMPED DAM 1972, IS CEMENTED IN A
 BX2973'DRILL HOLE IN THE SIDEWALK.  IT IS 15 FEET NORTH-NORTHEAST OF THE
 BX2973'NORTHEAST CORNER OF THE OBSERVATION BUILDING AND 5 FEET SOUTHEAST OF
 BX2973'A CHAINLINK FENCE.
 BX2973'
 BX2973'NEAREST TOWN--HORNBECK.
 BX2973
 BX2973                          STATION RECOVERY (2000)
 BX2973
 BX2973'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JRW)
 BX2973'MONUMENT IS ON SOUTH SIDE OF OBSERVATION TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2671 ***********************************************************************
 BH2671  DESIGNATION -  DAMP 1952
 BH2671  PID         -  BH2671
 BH2671  STATE/COUNTY-  LA/ST BERNARD
 BH2671  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2671
 BH2671                         *CURRENT SURVEY CONTROL
 BH2671  ___________________________________________________________________
 BH2671* NAD 83(1992)-  30 09 14.37231(N)    089 28 27.54592(W)     ADJUSTED  
 BH2671* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2671  ___________________________________________________________________
 BH2671  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BH2671  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BH2671
 BH2671  HORZ ORDER  -  THIRD
 BH2671
 BH2671.The horizontal coordinates were established by classical geodetic methods
 BH2671.and adjusted by the National Geodetic Survey in May 1994..
 BH2671
 BH2671.The orthometric height was scaled from a topographic map.
 BH2671
 BH2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2671
 BH2671.The geoid height was determined by GEOID03.
 BH2671
 BH2671;                    North         East     Units Scale Factor Converg.
 BH2671;SPC LA S     -   184,788.392 1,179,071.347   MT  0.99992930   +0 55 46.3
 BH2671;SPC LA S     -   606,259.92  3,868,336.58   sFT  0.99992930   +0 55 46.3
 BH2671;SPC MS E     -    72,664.627   238,251.898   MT  0.99999702   -0 19 19.2
 BH2671;SPC MS E     -   238,400.53    781,664.77   sFT  0.99999702   -0 19 19.2
 BH2671;UTM  16      - 3,338,434.983   261,690.072   MT  1.00030071   -1 14 36.6
 BH2671
 BH2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2671!SPC LA S     -   1.00000420  x   0.99992930  =   0.99993350
 BH2671!SPC MS E     -   1.00000420  x   0.99999702  =   1.00000122
 BH2671!UTM  16      -   1.00000420  x   1.00030071  =   1.00030491
 BH2671
 BH2671                          SUPERSEDED SURVEY CONTROL
 BH2671
 BH2671  NAD 83(1992)-  30 09 14.38433(N)    089 28 27.54062(W) AD(       ) 3
 BH2671  NAD 83(1986)-  30 09 14.38500(N)    089 28 27.54041(W) AD(       ) 3
 BH2671  NAD 27      -  30 09 13.67000(N)    089 28 27.36500(W) AD(       ) 3
 BH2671
 BH2671.Superseded values are not recommended for survey control.
 BH2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2671.See file dsdata.txt to determine how the superseded data were derived.
 BH2671
 BH2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6169038435(NAD 83)
 BH2671_MARKER: DT = TOPOGRAPHIC STATION DISK
 BH2671_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2671_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2671
 BH2671  HISTORY     - Date     Condition        Report By
 BH2671  HISTORY     - 1952     MONUMENTED       CGS
 BH2671
 BH2671                          STATION DESCRIPTION
 BH2671
 BH2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2671'STATION IS LOCATED NEAR THE CENTER OF GRASSY ISLAND IN LAKE BORGNE,
 BH2671'APPROXIMATELY 600 FEET NW OF THE MOUTH OF A SMALL BAYOU. MARK IS A
 BH2671'STANDARD RECOVERABLE TOPOGRAPHIC STATION DISK, STAMPED DAMP 1952,
 BH2671'SET IN THE TOP OF A 7-INCH STOVEPIPE FILLED WITH CONCRETE WHICH
 BH2671'RESTS ON A 2X4X8 DRIVEN INTO THE MARSH. MONUMENT PROJECTS 10 INCHES.
 BH2671'
 BH2671'APPARENT SHORELINE IS 174 FEET (53.0 METERS) N 18 DEG E, 137.5
 BH2671'FEET (41.9 METERS) S 1 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2854 ***********************************************************************
 BK2854  DESIGNATION -  DANE
 BK2854  PID         -  BK2854
 BK2854  STATE/COUNTY-  LA/ACADIA
 BK2854  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2854
 BK2854                         *CURRENT SURVEY CONTROL
 BK2854  ___________________________________________________________________
 BK2854* NAD 83(1992)-  30 22 39.96665(N)    092 28 02.70989(W)     ADJUSTED  
 BK2854* NAVD 88     -        11.9  **(meters)      39.   **(feet)  VERTCON   
 BK2854  **This station is located in a subsidence area (see below).
 BK2854  ___________________________________________________________________
 BK2854  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK2854  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2854
 BK2854  HORZ ORDER  -  SECOND
 BK2854
 BK2854.The horizontal coordinates were established by classical geodetic methods
 BK2854.and adjusted by the National Geodetic Survey in January 1993..
 BK2854
 BK2854 ** The orthometric height has not been validated since last determined
 BK2854 ** by differential leveling and should not be used for control purposes.
 BK2854 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2854 ** area with valid NAVD 88 orthometric heights.
 BK2854 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2854 ** epoch indicated which incorporates improved geoid heights for the
 BK2854 ** Southern Louisiana Subsidence area.
 BK2854 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2854
 BK2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2854
 BK2854.The geoid height was determined by GEOID03.
 BK2854
 BK2854;                    North         East     Units Scale Factor Converg.
 BK2854;SPC LA S     -   208,680.760   891,000.595   MT  0.99994730   -0 34 01.4
 BK2854;SPC LA S     -   684,646.79  2,923,224.45   sFT  0.99994730   -0 34 01.4
 BK2854;UTM  15      - 3,360,766.639   551,170.863   MT  0.99963230   +0 16 09.6
 BK2854
 BK2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2854!SPC LA S     -   1.00000243  x   0.99994730  =   0.99994973
 BK2854!UTM  15      -   1.00000243  x   0.99963230  =   0.99963473
 BK2854
 BK2854|---------------------------------------------------------------------|
 BK2854| PID    Reference Object                     Distance      Geod. Az  |
 BK2854|                                                           dddmmss.s |
 BK2854| CW1261 DANE RM 2                            26.729 METERS 00347     |
 BK2854| CW1260 DANE AZ MK                                         0875006.4 |
 BK2854| BK2836 IOTA MUNICIPAL TANK                 APPROX. 5.8 KM 2081518.8 |
 BK2854| BK2855 DANE LDH 1974 RM 1                   16.630 METERS 27036     |
 BK2854|---------------------------------------------------------------------|
 BK2854
 BK2854                          SUPERSEDED SURVEY CONTROL
 BK2854
 BK2854  NAD 83(1986)-  30 22 39.98623(N)    092 28 02.70382(W) AD(       ) 2
 BK2854  NAD 27      -  30 22 39.26119(N)    092 28 02.22070(W) AD(       ) 2
 BK2854  NGVD 29 (07/19/86)   11.9    (m)           39.     (f) VERT ANG       
 BK2854
 BK2854.Superseded values are not recommended for survey control.
 BK2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2854.See file dsdata.txt to determine how the superseded data were derived.
 BK2854
 BK2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5117160767(NAD 83)
 BK2854_MARKER: DD = SURVEY DISK
 BK2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2854
 BK2854  HISTORY     - Date     Condition        Report By
 BK2854  HISTORY     - 1974     MONUMENTED       LADH
 BK2854
 BK2854                          STATION DESCRIPTION
 BK2854
 BK2854'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2854'THE STATION IS LOCATED 3 MILES NORTH-NORTHEAST OF IOTA, 7 MILES
 BK2854'SOUTHWEST OF EUNICE AND 11 MILES SOUTHEAST OF BASILE, IN THE
 BK2854'NORTHEAST QUARTER OF SECTION 9, T8S, R1W, AND ON THE PROPERTY OWNED
 BK2854'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK2854'
 BK2854'TO REACH THE STATION FROM THE HIGH SCHOOL IN IOTA, GO NORTH AND WEST
 BK2854'FOLLOWING STATE HIGHWAYS 98 AND 91 FOR 0.9 MILE TO WHERE STATE
 BK2854'HIGHWAY 91 TURNS NORTH, TURN RIGHT AND GO NORTH FOLLOWING STATE
 BK2854'HIGHWAY 91 FOR 3.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 3067,
 BK2854'TURN RIGHT AND GO EAST ALONG 3067 FOR 1.5 MILES TO STATION ON THE
 BK2854'RIGHT AND SOUTH OF THE HIGHWAY NEAR A FENCE.
 BK2854'
 BK2854'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG STATE
 BK2854'HIGHWAY 3067 FOR 0.5 MILE, THE MARK IS SET ON THE LEFT AND NORTH OF
 BK2854'THE HIGHWAY NEAR A FENCE AND A FIELD GATE.
 BK2854'
 BK2854'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2854'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2854'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK2854'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2854'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2854'STAMPED DANE 1974.  THE MARK IS 45 FEET SOUTH OF THE CENTER OF
 BK2854'STATE HIGHWAY 3067, 36 FEET WEST OF A POWER POLE, 2.5 FEET NORTH OF
 BK2854'A RIGHT-OF-WAY FENCE AND 2 FEET EAST OF A METAL WITNESS POST AND
 BK2854'SIGN.
 BK2854'
 BK2854'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2854'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2854'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2854'STAMPED DANE RM 1 1974.  IT IS 90.5 FEET WEST OF A POWER POLE, 44
 BK2854'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 3067, 90 FEET SOUTH OF A
 BK2854'POWER POLE, AND 2.5 FEET NORTH OF A FENCE.
 BK2854'
 BK2854'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2854'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2854'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2854'STAMPED DANE RM 2 1974.  IT IS 95 FEET NORTHWEST OF A POWER POLE,
 BK2854'46 FEET EAST OF A POWER POLE, 43 FEET NORTH OF THE CENTER OF
 BK2854'STATE HIGHWAY 3067 AND 4 FEET SOUTH OF A FENCE.
 BK2854'
 BK2854'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2854'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2854'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2854'STAMPED DANE AZ. MK. 1974.  IT IS 45.5 FEET WEST OF A CONCRETE
 BK2854'RIGHT-OF-WAY MARKER, 44 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 BK2854'3067, 21 FEET EAST OF THE CENTER OF A FIELD ROAD, 16.5 FEET
 BK2854'NORTH-NORTHEAST OF THE WEST END OF A SIDE-DRAIN, AND 2 FEET EAST OF
 BK2854'A METAL WITNESS POST AND SIGN.
 BK2854'
 BK2854'NEAREST TOWN--IOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4149 ***********************************************************************
 BJ4149  DESIGNATION -  DANIELS
 BJ4149  PID         -  BJ4149
 BJ4149  STATE/COUNTY-  LA/WASHINGTON
 BJ4149  USGS QUAD   -  CLIFTON (1983)
 BJ4149
 BJ4149                         *CURRENT SURVEY CONTROL
 BJ4149  ___________________________________________________________________
 BJ4149* NAD 83(1992)-  30 53 17.82551(N)    090 08 19.99791(W)     ADJUSTED  
 BJ4149* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 BJ4149  ___________________________________________________________________
 BJ4149  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BJ4149  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BJ4149
 BJ4149  HORZ ORDER  -  FIRST
 BJ4149
 BJ4149.The horizontal coordinates were established by classical geodetic methods
 BJ4149.and adjusted by the National Geodetic Survey in May 1994..
 BJ4149
 BJ4149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4149
 BJ4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4149
 BJ4149.The geoid height was determined by GEOID03.
 BJ4149
 BJ4149;                    North         East     Units Scale Factor Converg.
 BJ4149;SPC LA S     -   265,333.516 1,114,210.484   MT  1.00004546   +0 35 50.1
 BJ4149;SPC LA S     -   870,515.04  3,655,538.90   sFT  1.00004546   +0 35 50.1
 BJ4149;SPC MS W     -   153,907.857   718,591.030   MT  0.99995426   +0 05 59.4
 BJ4149;SPC MS W     -   504,946.03  2,357,577.40   sFT  0.99995426   +0 05 59.4
 BJ4149;UTM  15      - 3,420,728.795   773,511.114   MT  1.00052290   +1 28 11.0
 BJ4149
 BJ4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4149!SPC LA S     -   0.99999022  x   1.00004546  =   1.00003568
 BJ4149!SPC MS W     -   0.99999022  x   0.99995426  =   0.99994448
 BJ4149!UTM  15      -   0.99999022  x   1.00052290  =   1.00051311
 BJ4149
 BJ4149|---------------------------------------------------------------------|
 BJ4149| PID    Reference Object                     Distance      Geod. Az  |
 BJ4149|                                                           dddmmss.s |
 BJ4149| CW1264 DANIELS RM 1                         31.574 METERS 02940     |
 BJ4149| BJ4137 NEW ORLEANS ST LOUIS AWY BCN 6      APPROX. 7.1 KM 0762607.1 |
 BJ4149| CW1265 DANIELS RM 2                         33.876 METERS 11715     |
 BJ4149| BJ4152 DANIELS RM 3                         12.962 METERS 23025     |
 BJ4149| CW1262 DANIELS AZ MK                                      3521025.3 |
 BJ4149|---------------------------------------------------------------------|
 BJ4149
 BJ4149                          SUPERSEDED SURVEY CONTROL
 BJ4149
 BJ4149  NAD 83(1992)-  30 53 17.83131(N)    090 08 19.99561(W) AD(       ) 1
 BJ4149  NAD 83(1986)-  30 53 17.83997(N)    090 08 19.99461(W) AD(       ) 1
 BJ4149  NAD 27      -  30 53 17.18169(N)    090 08 19.68683(W) AD(       ) 1
 BJ4149  NGVD 29 (07/19/86)   89.9    (m)          295.     (f) VERT ANG       
 BJ4149
 BJ4149.Superseded values are not recommended for survey control.
 BJ4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4149.See file dsdata.txt to determine how the superseded data were derived.
 BJ4149
 BJ4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7351120729(NAD 83)
 BJ4149_MARKER: DS = TRIANGULATION STATION DISK
 BJ4149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4149
 BJ4149  HISTORY     - Date     Condition        Report By
 BJ4149  HISTORY     - 1939     MONUMENTED       CGS
 BJ4149  HISTORY     - 1954     GOOD             CGS
 BJ4149  HISTORY     - 1970     GOOD             NGS
 BJ4149
 BJ4149                          STATION DESCRIPTION
 BJ4149
 BJ4149'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4149'THE STATION IS LOCATED ON THE TOP OF A FLAT, PARTLY WOODED
 BJ4149'HILL, 3 MILES N AND 1 MILE E OF FRANKLINTON, ON LAND OF
 BJ4149'W.D. DANIELS, 0.15 MILE E OF DANIELS HOUSE, 87 FEET NW OF
 BJ4149'THE CENTER LINE OF THE FRANKLINTON-HACKLEY ROAD, 28 FEET W
 BJ4149'OF THE CENTER LINE OF A LANE, AND 14 FEET SE OF A FENCE AND
 BJ4149'72 FEET W OF A RED OAK TREE MARKED WITH A TRIANGULAR BLAZE.
 BJ4149'THE MARK IS FLUSH WITH THE SURFACE OF
 BJ4149'THE GROUND AND STAMPED DANIELS 1939.
 BJ4149'
 BJ4149'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4149'BRONZE DISKS SET IN CONCRETE.
 BJ4149'
 BJ4149'THE REFERENCE MARK NO. 1 IS 103.40 FEET N OF THE STATION,
 BJ4149'30 FEET E OF THE CENTER LINE OF LANE, AND 46 FEET E OF A
 BJ4149'FENCE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 BJ4149'DANIELS NO. 1 1939.  REFERENCE MARK NO. 2 IS 110.85 FEET SE
 BJ4149'OF THE STATION, 25 FEET SE OF THE CENTER LINE OF
 BJ4149'FRANKLINTON-HACKLEY ROAD.  THE MARK PROJECTS 6 INCHES AND
 BJ4149'IS STAMPED DANIELS NO. 2 1939.
 BJ4149'
 BJ4149'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NNW OF THE STATION,
 BJ4149'IN A LANE IN FRONT OF A FARMHOUSE, 35 FEET E OF THE E SIDE
 BJ4149'OF A GARAGE, 87 FEET SW OF SW CORNER OF THE HOUSE, 12 FEET
 BJ4149'N OF AN E AND W FENCE, AND 53 FEET S OF THE S BARNYARD FENCE.
 BJ4149'
 BJ4149'TO REACH FROM FRANKLINTON, COURTHOUSE SQUARE, AT THE JUNCTION
 BJ4149'OF LOUISIANA HIGHWAY 34 AND LOUISIANA HIGHWAY 35, DRIVE
 BJ4149'N ON LOUISIANA HIGHWAY 34 FOR 0.75 MILE, THEN TURN RIGHT (E)
 BJ4149'AT THE FAIR GROUNDS AND GO 0.2 MILE, THEN TURN LEFT (N) AT
 BJ4149'A CROSS ROAD AND GO 0.9 MILE TO FORKS, TAKE THE RIGHT FORK
 BJ4149'AND GO 1.65 MILES TO THE TOP OF GRADE, A LANE TO THE N,
 BJ4149'AND THE STATION ON THE LEFT SIDE OF THE ROAD.
 BJ4149'
 BJ4149'TO REACH FROM THE STATION, DRIVE N ON THE LANE FOR 0.45
 BJ4149'MILE TO A TURN LEFT INTO A FARMHOUSE, AND CONTINUE ON LANE
 BJ4149'0.05 MILE TO MARK.
 BJ4149'
 BJ4149'A 90-FOOT TOWER NEEDED TO SEE--
 BJ4149'
 BJ4149'A 90-FOOT TOWER AT PINE.
 BJ4149'
 BJ4149'A 90-FOOT TOWER AT BROCK.
 BJ4149'
 BJ4149'A 103-FOOT TOWER AT THOMAS.
 BJ4149'
 BJ4149'A 64-FOOT TOWER NEEDED TO SEE--
 BJ4149'
 BJ4149'A 90-FOOT TOWER AT BURCH.
 BJ4149'
 BJ4149'A 90-FOOT TOWER AT VERNON.
 BJ4149'
 BJ4149'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4149
 BJ4149                          STATION RECOVERY (1954)
 BJ4149
 BJ4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4149'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4149'CONDITION.  THE ORIGINAL DESCRIPTION BY F.B.Q. IS ADEQUATE.
 BJ4149
 BJ4149                          STATION RECOVERY (1970)
 BJ4149
 BJ4149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4149'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 BJ4149'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 BJ4149'DESTROYED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ4149'
 BJ4149'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF BOGALUSA, 9 MILES
 BJ4149'WEST-NORTHWEST OF SHERIDAN AND 3 MILES NORTHEAST OF FRANKLINTON.
 BJ4149'THE STATION IS ON LAND OWNED BY MRS. W.D. DANIELS.
 BJ4149'
 BJ4149'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10, 16 AND
 BJ4149'25, WEST OF THE COURT HOUSE IN FRANKLINTON, GO NORTH ON STATE HIGHWAY
 BJ4149'25 FOR 0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY 430.  TURN RIGHT
 BJ4149'AND GO NORTHEAST FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BJ4149'1069.  TURN LEFT AND GO NORTH AND NORTHEAST ON STATE HIGHWAY 430
 BJ4149'FOR 2.65 MILES TO THE DANIELS STORE ON THE RIGHT, CONTINUE FOR
 BJ4149'0.05 MILE TO A GRAVEL ROAD FORK AND THE STATION AS DESCRIBED.
 BJ4149'
 BJ4149'THE STATION MARK IS A STANDARD DISK, STAMPED DANIELS 1939, SET IN THE
 BJ4149'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4149'GROUND SURFACE.  IT IS 97 FEET NORTHWEST OF STATE HIGHWAY 430, 49
 BJ4149'FEET WEST-SOUTHWEST OF THE GRAVEL ROAD AND 31 FEET SOUTH OF A CORNER
 BJ4149'FENCE POST.
 BJ4149'
 BJ4149'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DANIELS NO 1 1939, SET
 BJ4149'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4149'4-INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 BJ4149'GRAVEL ROAD AND 2.5 FEET NORTHEAST OF A 18-INCH PINE TREE.
 BJ4149'
 BJ4149'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DANIELS NO 2 1939, SET
 BJ4149'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4149'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 152 FEET NORTH-NORTHEAST
 BJ4149'OF A POWER POLE AND 24 FEET EAST-SOUTHEAST OF STATE HIGHWAY 430.
 BJ4149'
 BJ4149'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DANIELS 1939 NO 3 1970,
 BJ4149'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4149'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 109 FEET
 BJ4149'NORTHWEST OF STATE HIGHWAY 430, 57 FEET WEST-SOUTHWEST OF THE GRAVEL
 BJ4149'ROAD, 52 FEET SOUTHEAST OF A FENCE, 51.5 FEET SOUTHEAST OF A
 BJ4149'18-INCH PINE TREE AND 37 FEET NORTHWEST OF A 15-INCH PINE TREE.
 BJ4149'
 BJ4149'OBSERVATIONS WERE TAKEN FROM REFERENCE MARK 3 DUE TO OVERHEAD
 BJ4149'POWERLINE.  NOTE--SEE DESCRIPTION FOR DANIELS RM 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4152 ***********************************************************************
 BJ4152  DESIGNATION -  DANIELS RM 3
 BJ4152  PID         -  BJ4152
 BJ4152  STATE/COUNTY-  LA/WASHINGTON
 BJ4152  USGS QUAD   -  CLIFTON (1983)
 BJ4152
 BJ4152                         *CURRENT SURVEY CONTROL
 BJ4152  ___________________________________________________________________
 BJ4152* NAD 83(1992)-  30 53 17.55730(N)    090 08 20.37402(W)     ADJUSTED  
 BJ4152* NAVD 88     -        90.1    (meters)     296.     (feet)  VERTCON   
 BJ4152  ___________________________________________________________________
 BJ4152  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BJ4152  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BJ4152
 BJ4152  HORZ ORDER  -  FIRST
 BJ4152
 BJ4152.The horizontal coordinates were established by classical geodetic methods
 BJ4152.and adjusted by the National Geodetic Survey in May 1994..
 BJ4152
 BJ4152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4152
 BJ4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4152
 BJ4152.The geoid height was determined by GEOID03.
 BJ4152
 BJ4152;                    North         East     Units Scale Factor Converg.
 BJ4152;SPC LA S     -   265,325.152 1,114,200.581   MT  1.00004544   +0 35 49.9
 BJ4152;SPC LA S     -   870,487.60  3,655,506.41   sFT  1.00004544   +0 35 49.9
 BJ4152;SPC MS W     -   153,899.580   718,581.055   MT  0.99995426   +0 05 59.2
 BJ4152;SPC MS W     -   504,918.87  2,357,544.68   sFT  0.99995426   +0 05 59.2
 BJ4152;UTM  15      - 3,420,720.277   773,501.335   MT  1.00052283   +1 28 10.8
 BJ4152
 BJ4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4152!SPC LA S     -   0.99999017  x   1.00004544  =   1.00003561
 BJ4152!SPC MS W     -   0.99999017  x   0.99995426  =   0.99994443
 BJ4152!UTM  15      -   0.99999017  x   1.00052283  =   1.00051299
 BJ4152
 BJ4152|---------------------------------------------------------------------|
 BJ4152| PID    Reference Object                     Distance      Geod. Az  |
 BJ4152|                                                           dddmmss.s |
 BJ4152| CW1264 DANIELS RM 1                         43.934 METERS 03540     |
 BJ4152| BJ4149 DANIELS                              12.962 METERS 05025     |
 BJ4152| CW1265 DANIELS RM 2                         40.715 METERS 10013     |
 BJ4152| CW1263 DANIELS AZ MK 2                                    3594202.9 |
 BJ4152|---------------------------------------------------------------------|
 BJ4152
 BJ4152                          SUPERSEDED SURVEY CONTROL
 BJ4152
 BJ4152  NAD 83(1992)-  30 53 17.56309(N)    090 08 20.37172(W) AD(       ) 1
 BJ4152  NAD 83(1986)-  30 53 17.57160(N)    090 08 20.37094(W) AD(       ) 1
 BJ4152  NAD 27      -  30 53 16.91347(N)    090 08 20.06294(W) AD(       ) 1
 BJ4152  NGVD 29 (07/19/86)   90.2    (m)          296.     (f) VERT ANG       
 BJ4152
 BJ4152.Superseded values are not recommended for survey control.
 BJ4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4152.See file dsdata.txt to determine how the superseded data were derived.
 BJ4152
 BJ4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7350120720(NAD 83)
 BJ4152_MARKER: DR = REFERENCE MARK DISK
 BJ4152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4152
 BJ4152  HISTORY     - Date     Condition        Report By
 BJ4152  HISTORY     - 1970     MONUMENTED       NGS
 BJ4152
 BJ4152                          STATION DESCRIPTION
 BJ4152
 BJ4152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4152'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF BOGALUSA, 9 MILES
 BJ4152'WEST-NORTHWEST OF SHERIDAN AND 3 MILES NORTHEAST OF FRANKLINTON.
 BJ4152'THE STATION IS ON LAND OWNED BY MRS. W.D. DANIELS.
 BJ4152'
 BJ4152'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10, 16 AND
 BJ4152'25, WEST OF THE COURT HOUSE IN FRANKLINTON, GO NORTH ON STATE
 BJ4152'HIGHWAY 25 FOR 0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY 430.
 BJ4152'TURN RIGHT AND GO NORTHEAST FOR 0.2 MILE TO JUNCTION WITH STATE
 BJ4152'ROAD 1069.  TURN LEFT AND GO NORTH AND NORTHEAST ON STATE HIGHWAY
 BJ4152'430 FOR 2.65 MILES TO THE DANIELS STORE ON THE RIGHT, CONTINUE FOR
 BJ4152'0.05 MILE TO A GRAVEL ROAD FORK AND THE STATION AS DESCRIBED.
 BJ4152'
 BJ4152'STATION IS A STANDARD REFERENCE MARK DISK, STAMPED DANIELS 1939 NO 3
 BJ4152'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4152'PROJECTS 3-INCHES ABOVE THE GROUND SURFACE.  IT IS 109 FEET
 BJ4152'NORTHWEST OF STATE HIGHWAY 430, 57 FEET WEST-SOUTHWEST OF THE GRAVEL
 BJ4152'ROAD, 52 FEET SOUTHEAST OF A FENCE, 51.5 FEET SOUTHEAST OF A
 BJ4152'18-INCH PINE TREE AND 37 FEET NORTHWEST OF A 15-INCH PINE TREE.
 BJ4152'
 BJ4152'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DANIELS NO 1 1939, SET
 BJ4152'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4152'4-INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 BJ4152'GRAVEL ROAD AND 2.5 FEET NORTHEAST OF A 18-INCH PINE TREE.
 BJ4152'
 BJ4152'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DANIELS NO 2 1939, SET
 BJ4152'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4152'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 152 FEET NORTH-NORTHEAST
 BJ4152'OF A POWER POLE AND 24 FEET EAST-SOUTHEAST OF STATE HIGHWAY 430.
 BJ4152'
 BJ4152'AZIMUTH MARK IS A STANDARD DISK, STAMPED DANIELS 1939 NO 2 1970, SET
 BJ4152'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4152'4-INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET WEST OF THE
 BJ4152'GRAVEL ROAD, 2.5 FEET SOUTHWEST OF A POWER POLE, 2 FEET
 BJ4152'NORTH-NORTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 BJ4152'
 BJ4152'DANIELS 1939 IS A STANDARD DISK, STAMPED DANIELS 1939, SET IN THE TOP
 BJ4152'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 BJ4152'SURFACE.  IT IS 97 FEET NORTHWEST OF STATE HIGHWAY 430, 49 FEET
 BJ4152'WEST-SOUTHWEST OF THE GRAVEL ROAD AND 31 FEET SOUTH OF A CORNER
 BJ4152'FENCE POST.
 BJ4152'
 BJ4152'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE
 BJ4152'GRAVEL ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BJ4152'
 BJ4152'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO TREES.
 BJ4152'
 BJ4152'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5266 ***********************************************************************
 BJ5266  DESIGNATION -  DARBONNE
 BJ5266  PID         -  BJ5266
 BJ5266  STATE/COUNTY-  LA/ST LANDRY
 BJ5266  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ5266
 BJ5266                         *CURRENT SURVEY CONTROL
 BJ5266  ___________________________________________________________________
 BJ5266* NAD 83(1992)-  30 32 52.33825(N)    091 51 48.41083(W)     ADJUSTED  
 BJ5266* NAVD 88     -        11.26   (+/-2cm)      36.9    (feet)  VERTCON   
 BJ5266  ___________________________________________________________________
 BJ5266  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ5266  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ5266
 BJ5266  HORZ ORDER  -  FIRST
 BJ5266  VERT ORDER  -  THIRD ? (See Below)
 BJ5266
 BJ5266.The horizontal coordinates were established by classical geodetic methods
 BJ5266.and adjusted by the National Geodetic Survey in January 1993..
 BJ5266
 BJ5266.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5266.The vertical order pertains to the NGVD 29 superseded value.
 BJ5266
 BJ5266.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5266
 BJ5266.The geoid height was determined by GEOID03.
 BJ5266
 BJ5266;                    North         East     Units Scale Factor Converg.
 BJ5266;SPC LA S     -   227,115.934   949,136.200   MT  0.99997118   -0 15 54.2
 BJ5266;SPC LA S     -   745,129.53  3,113,957.68   sFT  0.99997118   -0 15 54.2
 BJ5266;UTM  15      - 3,380,046.109   609,014.216   MT  0.99974660   +0 34 39.8
 BJ5266
 BJ5266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5266!SPC LA S     -   1.00000254  x   0.99997118  =   0.99997372
 BJ5266!UTM  15      -   1.00000254  x   0.99974660  =   0.99974914
 BJ5266
 BJ5266|---------------------------------------------------------------------|
 BJ5266| PID    Reference Object                     Distance      Geod. Az  |
 BJ5266|                                                           dddmmss.s |
 BJ5266| CW1266 DARBONNE RM 1                        21.681 METERS 06826     |
 BJ5266| CW1267 DARBONNE RM 2                        17.684 METERS 14701     |
 BJ5266| BJ0334 Y 205                                              2654100.2 |
 BJ5266| BJ2903 ST MARY RESET                       APPROX.10.0 KM 2984637.2 |
 BJ5266| BJ5267 DARBONNE RM A 1965                   30.278 METERS 35730     |
 BJ5266|---------------------------------------------------------------------|
 BJ5266
 BJ5266                          SUPERSEDED SURVEY CONTROL
 BJ5266
 BJ5266  NAD 83(1986)-  30 32 52.35792(N)    091 51 48.40584(W) AD(       ) 1
 BJ5266  NAD 27      -  30 32 51.66088(N)    091 51 47.98907(W) AD(       ) 1
 BJ5266  NGVD 29 (07/19/86)   11.26   (m)           36.9    (f) LEVELING    3  
 BJ5266
 BJ5266.Superseded values are not recommended for survey control.
 BJ5266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5266.See file dsdata.txt to determine how the superseded data were derived.
 BJ5266
 BJ5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0901480046(NAD 83)
 BJ5266_MARKER: DS = TRIANGULATION STATION DISK
 BJ5266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5266_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5266
 BJ5266  HISTORY     - Date     Condition        Report By
 BJ5266  HISTORY     - 1966     MONUMENTED       CGS
 BJ5266  HISTORY     - 1975     MARK NOT FOUND   NGS
 BJ5266
 BJ5266                          STATION DESCRIPTION
 BJ5266
 BJ5266'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ5266'STATION IS LOCATED ABOUT 10 MILES EAST OF OPELOUSAS, 6.5
 BJ5266'MILES WEST OF KROTZ SPRINGS, ABOUT 6 MILES EAST OF PORT BARRE
 BJ5266'AND ABOUT 6 MILES SOUTH EAST OF WASHINGTON.  IT IS IN SEC. 9,
 BJ5266'T 5 S., R 6 E.  THE STATION MARK IS ON THE EAST BANK OF
 BJ5266'THE ATCHAFALAYA FLOODWAY LEVEE AND ON THE NORTH SIDE OF
 BJ5266'U.S. HIGHWAY 190, MARK IS ABOUT 4 FEET LOWER THAN THE TOP
 BJ5266'OF LEVEE.  IT IS 72 FEET NORTH OF THE CENTERLINE OF THE
 BJ5266'WEST BOUND LANE OF U.S. HIGHWAY 190, 59 FEET NORTHWEST OF THE
 BJ5266'WEST END OF BRIDGE ABUTMENT, 58 FEET SOUTHEAST OF THE
 BJ5266'JUNCTION OF LEVEE ROAD AND GRAVEL ROAD AND 25-1/2 FEET
 BJ5266'EAST OF THE CENTER OF GRAVEL ROAD.  STATION IS MARKED BY A
 BJ5266'STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP OF
 BJ5266'A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS 18 INCHES
 BJ5266'BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BJ5266'DARBONNE 1966.
 BJ5266'
 BJ5266'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER THE
 BJ5266'ATCHAFALAYA RIVER WHICH IS AT THE EAST EDGE OF KROTZ SPRINGS,
 BJ5266'GO WEST ON U.S. HIGHWAY 190 FOR 0.45 MILE TO THE JUNCTION OF
 BJ5266'STATE HIGHWAY 105, CONTINUE WEST ON U.S. HIGHWAY 190 FOR 3.40
 BJ5266'MILES TO THE JUNCTION OF U.S. HIGHWAY 71, CONTINUE WEST ON
 BJ5266'U.S. HIGHWAY 190 FOR 2.95 MILE TO STATION ON THE RIGHT
 BJ5266'AS DESCRIBED.  TO REACH AZIMUTH MARK, WHICH IS BENCH MARK
 BJ5266'Y 205 1964.  CONTINUE WEST ON U.S. HIGHWAY 190 FOR 0.6 MILE
 BJ5266'TO BRIDGE AND MARK AS DESCRIBED.
 BJ5266'
 BJ5266'BENCH MARK Y 205 1964 (AZIMUTH MARK) IS 19 FEET SOUTH OF
 BJ5266'THE CENTERLINE OF EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 190,
 BJ5266'3 FEET SOUTH OF BRIDGE RAILING AND ON THE EAST END OF
 BJ5266'BRIDGE.  IT IS MARKED BY A STANDARD BENCH MARK DISK THAT
 BJ5266'IS STAMPED Y 205 1964.
 BJ5266'
 BJ5266'REFERENCE MARK NO. 1 IS 93 FEET NORTH OF THE CENTERLINE OF
 BJ5266'WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 190, 76-1/2 FEET
 BJ5266'NORTH OF BRIDGE RAILING, 49 FEET SOUTH OF THE APPROXIMATE
 BJ5266'CENTER OF GRAVEL ROAD AND 4 FEET SOUTH OF THE NORTH EDGE
 BJ5266'OF CONCRETE APRON OF BRIDGE.  IT IS MARKED BY A STANDARD
 BJ5266'TRIANGULATION REFERENCE MARK DISK SET IN DRILLHOLE AT
 BJ5266'ABOUT CENTER OF A 3-1/2 X 4-1/2 FOOT CONCRETE SLAB.  ONE OF
 BJ5266'MANY.  THE DISK IS STAMPED DARBONNE NO. 1 1966.  THE REFERENCE
 BJ5266'MARK IS ABOUT 10 FEET LOWER THAN THE STATION MARK.
 BJ5266'
 BJ5266'REFERENCE MARK NO. 2 IS 49-1/2 FEET EAST OF THE
 BJ5266'APPROXIMATE CENTER OF LEVEE ROAD, 20 FEET NORTH OF THE
 BJ5266'CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 190
 BJ5266'AND 3-1/2 FEET NORTH OF BRIDGE RAILING.  IT IS MARKED BY A
 BJ5266'STANDARD TRIANGULATION REFERENCE MARK DISK SET FLUSH IN
 BJ5266'DRILLHOLE IN WEST END OF THE NORTH SIDE OF BRIDGE
 BJ5266'ABUTMENT.  THE DISK IS STAMPED DARBONNE NO. 2 1966.  THE
 BJ5266'REFERENCE MARK IS ABOUT 7 FEET HIGHER THAN THE STATION MARK.
 BJ5266'
 BJ5266'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 26.65 METERS.
 BJ5266
 BJ5266                          STATION RECOVERY (1975)
 BJ5266
 BJ5266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 BJ5266'NO MARKS WERE RECOVERED AT THIS STATION BECAUSE IT IS IN A POOR
 BJ5266'LOCATION FOR USE AS A GEOCEIVER SITE.
 BJ5266'
 BJ5266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 BJ5266'PORT BARRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5267 ***********************************************************************
 BJ5267  DESIGNATION -  DARBONNE RM A 1965
 BJ5267  PID         -  BJ5267
 BJ5267  STATE/COUNTY-  LA/ST LANDRY
 BJ5267  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ5267
 BJ5267                         *CURRENT SURVEY CONTROL
 BJ5267  ___________________________________________________________________
 BJ5267* NAD 83(1992)-  30 32 53.32052(N)    091 51 48.46037(W)     ADJUSTED  
 BJ5267* NAVD 88     -        10.56   (+/-2cm)      34.6    (feet)  VERTCON   
 BJ5267  ___________________________________________________________________
 BJ5267  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ5267  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ5267
 BJ5267  HORZ ORDER  -  FIRST
 BJ5267  VERT ORDER  -  THIRD ? (See Below)
 BJ5267
 BJ5267.The horizontal coordinates were established by classical geodetic methods
 BJ5267.and adjusted by the National Geodetic Survey in January 1993..
 BJ5267
 BJ5267.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5267.The vertical order pertains to the NGVD 29 superseded value.
 BJ5267
 BJ5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5267
 BJ5267.The geoid height was determined by GEOID03.
 BJ5267
 BJ5267;                    North         East     Units Scale Factor Converg.
 BJ5267;SPC LA S     -   227,146.188   949,135.020   MT  0.99997122   -0 15 54.3
 BJ5267;SPC LA S     -   745,228.79  3,113,953.81   sFT  0.99997122   -0 15 54.3
 BJ5267;UTM  15      - 3,380,076.335   609,012.592   MT  0.99974660   +0 34 39.8
 BJ5267
 BJ5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5267!SPC LA S     -   1.00000265  x   0.99997122  =   0.99997387
 BJ5267!UTM  15      -   1.00000265  x   0.99974660  =   0.99974925
 BJ5267
 BJ5267:                Primary Azimuth Mark                     Grid Az
 BJ5267:SPC LA S     -  KROTZ RM 3                               096 42 59.2
 BJ5267:UTM  15      -  KROTZ RM 3                               095 52 25.1
 BJ5267
 BJ5267|---------------------------------------------------------------------|
 BJ5267| PID    Reference Object                     Distance      Geod. Az  |
 BJ5267|                                                           dddmmss.s |
 BJ5267| BJ5265 KROTZ RM 3                          APPROX.10.4 KM 0962704.9 |
 BJ5267| BJ5266 DARBONNE                             30.278 METERS 17730     |
 BJ5267|---------------------------------------------------------------------|
 BJ5267
 BJ5267                          SUPERSEDED SURVEY CONTROL
 BJ5267
 BJ5267  NAD 83(1986)-  30 32 53.33991(N)    091 51 48.45536(W) AD(       ) 1
 BJ5267  NAD 27      -  30 32 52.64319(N)    091 51 48.03863(W) AD(       ) 1
 BJ5267  NGVD 29 (07/19/86)   10.56   (m)           34.6    (f) LEVELING    3  
 BJ5267
 BJ5267.Superseded values are not recommended for survey control.
 BJ5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5267.See file dsdata.txt to determine how the superseded data were derived.
 BJ5267
 BJ5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0901380076(NAD 83)
 BJ5267_MARKER: DS = TRIANGULATION STATION DISK
 BJ5267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5267+STABILITY: SURFACE MOTION
 BJ5267
 BJ5267  HISTORY     - Date     Condition        Report By
 BJ5267  HISTORY     - 1965     MONUMENTED       CGS
 BJ5267
 BJ5267                          STATION DESCRIPTION
 BJ5267
 BJ5267'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EGC)
 BJ5267'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME
 BJ5267'PROPERTY AS TRIANGULATION STATION DARBONNE.
 BJ5267'
 BJ5267'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED
 BJ5267'DARBONNE 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5267'THAT IS ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.  A
 BJ5267'SUB-SURFACE MARK IS SET ABOUT 3 FEET BELOW THE SURFACE MARK
 BJ5267'AND THE DISK IS STAMPED THE SAME AS THE SURFACE MARK DISK.
 BJ5267'
 BJ5267'MARK IS 172 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE
 BJ5267'OF U.S. HIGHWAY 190, 41 FEET EAST OF THE CENTER OF A
 BJ5267'GRAVELED NORTH-SOUTH LEVEE ROAD, 35 FEET NORTH OF THE CENTER
 BJ5267'OF AN EAST-WEST GRAVELED ROAD AND ABOUT 6 FEET LOWER ELEVATION
 BJ5267'THAN THE LEVEE ROAD.
 BJ5267'
 BJ5267'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BJ5267'DARBONNE, DISTANCE BEING 99.34 FEET OR 30.278 METERS, SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2877 ***********************************************************************
 CP2877  DESIGNATION -  DARNELL
 CP2877  PID         -  CP2877
 CP2877  STATE/COUNTY-  LA/WEST CARROLL
 CP2877  USGS QUAD   -  PIONEER (1986)
 CP2877
 CP2877                         *CURRENT SURVEY CONTROL
 CP2877  ___________________________________________________________________
 CP2877* NAD 83(1992)-  32 40 41.02726(N)    091 27 11.48924(W)     ADJUSTED  
 CP2877* NAVD 88     -        31.488  (meters)     103.31   (feet)  ADJUSTED  
 CP2877  ___________________________________________________________________
 CP2877  X           -    -136,281.976 (meters)                     COMP
 CP2877  Y           -  -5,372,112.259 (meters)                     COMP
 CP2877  Z           -   3,423,963.820 (meters)                     COMP
 CP2877  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CP2877  ELLIP HEIGHT-           5.50  (meters)          (01/02/04) GPS OBS
 CP2877  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2877  DYNAMIC HT  -          31.453 (meters)     103.19  (feet)  COMP
 CP2877  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CP2877
 CP2877  HORZ ORDER  -  SECOND
 CP2877  VERT ORDER  -  SECOND    CLASS II
 CP2877  ELLP ORDER  -  FOURTH    CLASS I
 CP2877
 CP2877.The horizontal coordinates were established by classical geodetic methods
 CP2877.and adjusted by the National Geodetic Survey in May 1994..
 CP2877
 CP2877.The orthometric height was determined by differential leveling
 CP2877.and adjusted by the National Geodetic Survey in June 1991..
 CP2877
 CP2877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2877
 CP2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2877
 CP2877.The ellipsoidal height was determined by GPS observations
 CP2877.and is referenced to NAD 83.
 CP2877
 CP2877.The geoid height was determined by GEOID03.
 CP2877
 CP2877.The dynamic height is computed by dividing the NAVD 88
 CP2877.geopotential number by the normal gravity value computed on the
 CP2877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2877.degrees latitude (g = 980.6199 gals.).
 CP2877
 CP2877.The modeled gravity was interpolated from observed gravity values.
 CP2877
 CP2877;                    North         East     Units Scale Factor Converg.
 CP2877;SPC LA N     -   241,974.963 1,098,180.088   MT  1.00000262   +0 33 12.4
 CP2877;SPC LA N     -   793,879.52  3,602,945.84   sFT  1.00000262   +0 33 12.4
 CP2877;UTM  15      - 3,616,655.028   645,026.297   MT  0.99985935   +0 50 07.1
 CP2877
 CP2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2877!SPC LA N     -   0.99999914  x   1.00000262  =   1.00000176
 CP2877!UTM  15      -   0.99999914  x   0.99985935  =   0.99985849
 CP2877
 CP2877|---------------------------------------------------------------------|
 CP2877| PID    Reference Object                     Distance      Geod. Az  |
 CP2877|                                                           dddmmss.s |
 CP2877| CP3183 DARNELL RM 1                         43.965 METERS 00755     |
 CP2877| CP3184 DARNELL AZ MK                       APPROX. 0.6 KM 0140408.8 |
 CP2877| CP2892 FOREST MUNICIPAL TANK               APPROX.13.0 KM 0153803.8 |
 CP2877| CP1048 K 22 4 CAP                           47.244 METERS 20459     |
 CP2877| CP3118 EPPS TRUNK GAS STA KKE 832          APPROX.13.1 KM 2401710.7 |
 CP2877| CP2475 62 V 6                              162.421 METERS 24509     |
 CP2877|---------------------------------------------------------------------|
 CP2877
 CP2877                          SUPERSEDED SURVEY CONTROL
 CP2877
 CP2877  ELLIP H (05/13/94)    5.56   (m)                       GP(       ) 4 1
 CP2877  NAD 83(1992)-  32 40 41.02764(N)    091 27 11.48930(W) AD(       ) 2
 CP2877  ELLIP H (01/21/93)    5.55   (m)                       GP(       ) 4 2
 CP2877  NAD 83(1986)-  32 40 41.04112(N)    091 27 11.48058(W) AD(       ) 2
 CP2877  NAD 27      -  32 40 40.55481(N)    091 27 11.05917(W) AD(       ) 2
 CP2877  NGVD 29 (07/19/86)   31.59   (m)          103.6    (f) LEVELING    3  
 CP2877
 CP2877.Superseded values are not recommended for survey control.
 CP2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2877.See file dsdata.txt to determine how the superseded data were derived.
 CP2877
 CP2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4502616655(NAD 83)
 CP2877_MARKER: DS = TRIANGULATION STATION DISK
 CP2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2877_SP_SET: CONCRETE POST
 CP2877_STAMPING: DARNELL 1970
 CP2877_MARK LOGO: CGS   
 CP2877_PROJECTION: RECESSED 5 CENTIMETERS
 CP2877_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2877+STABILITY: SURFACE MOTION
 CP2877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2877+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1987
 CP2877
 CP2877  HISTORY     - Date     Condition        Report By
 CP2877  HISTORY     - 1970     MONUMENTED       CGS
 CP2877  HISTORY     - 1985     GOOD             LADTD
 CP2877  HISTORY     - 1986     GOOD             LADTD
 CP2877  HISTORY     - 19860617 GOOD             NGS
 CP2877  HISTORY     - 19870501 GOOD
 CP2877
 CP2877                          STATION DESCRIPTION
 CP2877
 CP2877'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WWS)
 CP2877'THE STATION IS ABOUT 5 MILES NORTH-NORTHEAST OF EPPS, 4 MILES
 CP2877'SOUTH-SOUTHWEST OF PIONEER.
 CP2877'
 CP2877'THE STATION IS IN THE TOWN OF DARNELL IN A VACANT LOT TO THE
 CP2877'EAST OF STATE HIGHWAY 17 AND NORTH OF STATE HIGHWAY 577 AND
 CP2877'BETWEEN THE MISSOURI PACIFIC RAILROAD TRACKS AND STATE HIGHWAY
 CP2877'17 AND ON LAND OWNED BY THE MISSOURI PACIFIC
 CP2877'RAILROAD.  MR. J.G. SHEPPARD, GENERAL MANAGER, MISSOURI
 CP2877'PACIFIC RAILROAD, LITTLE ROCK, ARKANSAS.
 CP2877'
 CP2877'STATION MARKS ARE STANDARD DISK STAMPED DARNELL 1970.  THE
 CP2877'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2877'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT
 CP2877'IS 325 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 577, 62
 CP2877'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 41 FEET
 CP2877'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.  THE UNDERGROUND
 CP2877'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 CP2877'INCHES BELOW THE GROUND SURFACE.
 CP2877'
 CP2877'REFERENCE MARK 1, A STANDARD DISK STAMPED DARNELL NO 1 1970,
 CP2877'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2877'THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 65 FEET WEST
 CP2877'OF THE WEST RAIL OF THE RAILROAD TRACKS, 55 FEET SOUTH OF
 CP2877'POWERLINE POLE NUMBER 239-1/2 AND 41 FEET EAST OF THE CENTERLINE
 CP2877'OF STATE HIGHWAY 17.
 CP2877'
 CP2877'REFERENCE MARK 2, A STANDARD U.S. CORP OF ENGINEERS DISK
 CP2877'STAMPED BM K 22.4 1930, IS A BRASS CAP ATTACHED TO A 4 INCH
 CP2877'IRON PIPE THAT IS PROJECTING 3 INCHES ABOVE THE GROUND
 CP2877'SURFACE.  IT IS 68 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 CP2877'TRACKS, 38 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 30
 CP2877'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 577.
 CP2877'
 CP2877'THE AZIMUTH MARK, A STANDARD DISK STAMPED DARNELL 1970, IS SET
 CP2877'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2877'IS FLUSH WITH THE GROUND SURFACE.  IT IS 75 FEET NORTH OF
 CP2877'THE CENTER OF A DRIVEWAY LEADING TO A HOUSE, 32 FEET WEST OF
 CP2877'THE CENTERLINE OF STATE HIGHWAY 17 AND 2.3 FEET
 CP2877'NORTH-NORTHWEST OF A POWERLINE POLE NUMBER D356.
 CP2877'
 CP2877'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 CP2877'STATE HIGHWAY 17 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 CP2877'
 CP2877'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 CP2877
 CP2877                          STATION RECOVERY (1985)
 CP2877
 CP2877'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP2877'IN DARNELL.
 CP2877'0.08 KM (0.05 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP2877'HIGHWAYS 17 AND 577 IN THE SMALL COMMUNITY OF DARNELL TO THE STATION
 CP2877'MARK ON THE EAST SIDE OF THE HIGHWAY, 99.1 METERS (325 FEET) NORTH ON
 CP2877'THE CENTERLINE OF STATE HIGHWAY 577, 18.9 METERS (62 FEET) EAST OF
 CP2877'THE CENTERLINE OF STATE HIGHWAY 17 AND 35.7 METERS (117 FEET) WEST OF
 CP2877'A POWER POLE WITH GUY WIRES.
 CP2877'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP2877'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP2877
 CP2877                          STATION RECOVERY (1986)
 CP2877
 CP2877'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 CP2877'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CP2877'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CP2877'OBSERVATIONS.
 CP2877'
 CP2877'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) NORTH-NORTHEAST OF EPPS,
 CP2877'6.4 KM (4 MI) SOUTH-SOUTHWEST OF PIONEER, IN THE TOWN OF DARNELL IN
 CP2877'A VACANT LOT IN THE NORTHEAST QUADRANT OF STATE HIGHWAYS 17 AND 577.
 CP2877'OWNERSHIP--MISSOURI PACIFIC RAILROAD.
 CP2877'
 CP2877'TO REACH THE STATION FROM THE POST OFFICE IN PIONEER, GO SOUTH ON
 CP2877'STATE HIGHWAY 17 FOR 8.4 KM (5.2 MI) TO THE MARK ON THE LEFT AT THE
 CP2877'JUNCTION WITH STATE HIGHWAY 577 IN THE TOWN OF DARNELL.
 CP2877'
 CP2877'THE STATION IS A STANDARD CGS DISK
 CP2877'STAMPED---DARNELL 1970---,
 CP2877'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP2877'30 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 CP2877'54.6 METERS (179 FT) NORTH-NORTHEAST FROM THE CENTER OF HIGHWAY 577,
 CP2877'51.4 METERS (168.5 FT) NORTH-NORTHEAST FROM THE NORTH END OF CEMENT
 CP2877'BOX CULVERT UNDER HIGHWAY 577,
 CP2877'36.7 METERS (117 FT) WEST-NORTHWEST FROM A POWER POLE WITH GUIDE
 CP2877'WIRES,
 CP2877'19.1 METERS (62.5 FT) EAST-SOUTHEAST FROM THE CENTER OF HIGHWAY 17,
 CP2877'AND
 CP2877'0.5 METER (1.5 FT) WEST-NORTHWEST FROM A WITNESS POST WITH SIGN
 CP2877'ATTACHED.
 CP2877'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 CP2877'STAMPED---DARNELL 1970---,
 CP2877'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CP2877'
 CP2877'DESCRIBED BY S.L. CRAIN, TYPED BY W.J.R.
 CP2877
 CP2877                          STATION RECOVERY (1986)
 CP2877
 CP2877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP2877'REFERENCED BENCH MARK 62V6 LADTD 1986 TO THE STATION AS REFERENCE MARK
 CP2877'NUMBER 3.
 CP2877' 
 CP2877'THE STATION IS LOCATED ABOUT 8 KM (5 MILES) NORTH NORTHEAST OF EPPS,
 CP2877'6.4 KM (4 MILES) SOUTH SOUTHWEST OF PIONEER, IN THE TOWN OF DARNELL IN
 CP2877'A VACANT LOT IN THE NORTHEAST QUADRANT OF STATE HIGHWAYS 17 AND 577.
 CP2877' 
 CP2877'OWNERSHIP-- MISSOURI PACIFIC RAILROAD.
 CP2877' 
 CP2877'TO REACH THE STATION FROM THE POST OFFICE IN PIONEER, GO SOUTH ON
 CP2877'STATE HIGHWAY 17 FOR 8.4 KM (5.2 MILES) TO THE MARK ON THE LEFT AT THE
 CP2877'JUNCTION WITH STATE HIGHWAY 577 IN THE TOWN OF DARNELL.
 CP2877' 
 CP2877'THE STATION IS A STANDARD CGS DISK STAMPED--DARNELL 1970--, SET INTO
 CP2877'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER
 CP2877'RECESSED 2.5 CM OR 1 INCH BELOW THE GROUND LOCATED 54.6 M (179 FT) NNE
 CP2877'FROM THE CENTER OF HIGHWAY 577, 51.4 M (168.5 FT) NNE FROM THE NORTH
 CP2877'END OF CEMENT BOX CULVERT UNDER HIGHWAY 577, 36.7 M (117 FT) WNW FROM
 CP2877'A POWER POLE WITH GUIDE WIRES, 19.1 M (62.5 FT) ESE FROM THE CENTER OF
 CP2877'HIGHWAY 17, AND 0.5 M (1.5 FT) WNW FROM A WITNESS POST WITH SIGN
 CP2877'ATTACHED.
 CP2877' 
 CP2877'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 CP2877' 
 CP2877'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DARNELL NO 1
 CP2877'1970--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP2877'INCHES IN DIAMETER RECESSED SOME LOCATED 98.5 M (323 FT) NNE FROM THE
 CP2877'CENTER OF HIGHWAY 577, 25.1 M (82.5 FT) SE FROM A POWER POLE WITH
 CP2877'SECURITY LIGHT ACROSS HIGHWAY 17, 12.5 M (41 FT) ESE FROM THE CENTER
 CP2877'OF HIGHWAY 17, AND 0.3 M (1 FT) WNW FROM A METAL WITNESS POST WITH
 CP2877'SIGN ATTACHED.
 CP2877' 
 CP2877'REFERENCE MARK NO 2 IS A STANDARD USE DISK SET INTO THE TOP OF A METAL
 CP2877'PIPE RECESSED 107 CM OR 42 INCHES BELOW THE GROUND LOCATED 11.7 M
 CP2877'(38.5 FT) ESE FROM THE CENTER OF HIGHWAY 17, 8.8 M (29 FT) NNE FROM
 CP2877'THE CENTER OF HIGHWAY 577, 4.9 M (16 FT) NE FROM THE NORTH END OF
 CP2877'CEMENT CULVERT UNDER HIGHWAY 577, AND 0.5 M (1.5 FT) WNW FROM A
 CP2877'WITNESS POST WITH SIGN ATTACHED.
 CP2877' 
 CP2877'REFERENCE MARK NO 3 IS A STANDARD LADTD DISK STAMPED--62V6 1986--. THE
 CP2877'MARK IS SET IN A DRILL HOLE IN THE FOUNDATION OF THE NORTHEAST LEG OF
 CP2877'A WATER TANK IN THE TOWN OF DARNELL.  IT IS LOCATED 21 M (69 FT) SSE
 CP2877'FROM THE CENTER OF HIGHWAY 577, 10.7 M (35 FT) E FROM A METAL WITNESS
 CP2877'POST WITH SIGN ATTACHED, 10.4 M (34 FT) SE FROM THE CENTER OF TWO
 CP2877'CHAIN LINK GATES, AND 8.2 M (27 FT) SW FROM A POWER POLE WITH METER
 CP2877'LOOP.
 CP2877' 
 CP2877'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--DARNELL 1970--, SET
 CP2877'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 CP2877'DIAMETER PROJECTING 3 CM OR 1 INCH ABOVE THE GROUND LOCATED 19.5 M (64
 CP2877'FT) N FROM THE NORTH END OF A METAL CULVERT UNDER FIELD ENTRANCE, 10.2
 CP2877'M (33.5 FT) W FROM THE CENTER OF HIGHWAY 17, 0.6 M (2 FT) NNW FROM A
 CP2877'POWER POLE NUMBER D 356, AND 0.6 M (2 FT) S FROM A METAL WITNESS POST
 CP2877'WITH SIGN ATTACHED.
 CP2877' 
 CP2877'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO NORTH ON STATE
 CP2877'HIGHWAY 17 FOR 0.6 KM (0.35 MILE) TO THE MARK ON THE LEFT.
 CP2877
 CP2877                          STATION RECOVERY (1987)
 CP2877
 CP2877'RECOVERED 1987
 CP2877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3184 ***********************************************************************
 CP3184  DESIGNATION -  DARNELL AZ MK
 CP3184  PID         -  CP3184
 CP3184  STATE/COUNTY-  LA/WEST CARROLL
 CP3184  USGS QUAD   -  PIONEER (1986)
 CP3184
 CP3184                         *CURRENT SURVEY CONTROL
 CP3184  ___________________________________________________________________
 CP3184* NAD 83(1992)-  32 40 59.62126(N)    091 27 05.97912(W)     ADJUSTED  
 CP3184* NAVD 88     -        31.522  (meters)     103.42   (feet)  ADJUSTED  
 CP3184  ___________________________________________________________________
 CP3184  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CP3184  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3184  DYNAMIC HT  -          31.487 (meters)     103.30  (feet)  COMP
 CP3184  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CP3184
 CP3184  HORZ ORDER  -  THIRD
 CP3184  VERT ORDER  -  SECOND    CLASS II
 CP3184
 CP3184.The horizontal coordinates were established by classical geodetic methods
 CP3184.and adjusted by the National Geodetic Survey in May 1994..
 CP3184.No horizontal observational check was made to the station.
 CP3184
 CP3184.The orthometric height was determined by differential leveling
 CP3184.and adjusted by the National Geodetic Survey in June 1991..
 CP3184
 CP3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3184
 CP3184.The geoid height was determined by GEOID03.
 CP3184
 CP3184.The dynamic height is computed by dividing the NAVD 88
 CP3184.geopotential number by the normal gravity value computed on the
 CP3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3184.degrees latitude (g = 980.6199 gals.).
 CP3184
 CP3184.The modeled gravity was interpolated from observed gravity values.
 CP3184
 CP3184;                    North         East     Units Scale Factor Converg.
 CP3184;SPC LA N     -   242,549.118 1,098,318.096   MT  1.00000382   +0 33 15.3
 CP3184;SPC LA N     -   795,763.23  3,603,398.62   sFT  1.00000382   +0 33 15.3
 CP3184;UTM  15      - 3,617,229.773   645,161.459   MT  0.99985983   +0 50 10.5
 CP3184
 CP3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3184!SPC LA N     -   0.99999913  x   1.00000382  =   1.00000295
 CP3184!UTM  15      -   0.99999913  x   0.99985983  =   0.99985896
 CP3184
 CP3184                          SUPERSEDED SURVEY CONTROL
 CP3184
 CP3184  NAD 83(1992)-  32 40 59.62164(N)    091 27 05.97915(W) AD(       ) 3
 CP3184  NAD 83(1986)-  32 40 59.63589(N)    091 27 05.97408(W) AD(       ) 3
 CP3184  NGVD 29 (11/12/92)   31.59   (m)          103.6    (f) LEVELING    3  
 CP3184
 CP3184.Superseded values are not recommended for survey control.
 CP3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3184.See file dsdata.txt to determine how the superseded data were derived.
 CP3184
 CP3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4516117230(NAD 83)
 CP3184_MARKER: DZ = AZIMUTH MARK DISK
 CP3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3184_SP_SET: CONCRETE POST
 CP3184_STAMPING: DARNELL 1970
 CP3184_MARK LOGO: CGS   
 CP3184_PROJECTION: FLUSH
 CP3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3184+STABILITY: SURFACE MOTION
 CP3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3184+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1986
 CP3184
 CP3184  HISTORY     - Date     Condition        Report By
 CP3184  HISTORY     - 1970     MONUMENTED       CGS
 CP3184  HISTORY     - 1985     GOOD             LADTD
 CP3184  HISTORY     - 19860617 GOOD             NGS
 CP3184
 CP3184                          STATION DESCRIPTION
 CP3184
 CP3184'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3184'0.66 KM (0.4 MI) NORTH FROM DARNELL.
 CP3184'0.66 KM (0.4 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3184'HIGHWAYS 17 AND 577 AT DARNELL TO THE AZIMUTH MARK SET ON THE WEST
 CP3184'SIDE OF THE HIGHWAY NEAR A POWER POLE, 22.9 METERS (75 FEET) NORTH OF
 CP3184'THE CENTER OF A DRIVEWAY LEADING TO A HOUSE, 9.8 METERS (32 FEET)
 CP3184'WEST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 0.61 METERS (2 FEET)
 CP3184'NORTHWEST OF A POWER POLE NUMBERED D359.
 CP3184'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CP3184'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
 CP3184
 CP3184                          STATION RECOVERY (1986)
 CP3184
 CP3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP3184'THE STATION IS LOCATED ABOUT 8 KM (5 MILES) NORTH NORTHEAST OF EPPS,
 CP3184'6.4 KM (4 MILES) SOUTH SOUTHWEST OF PIONEER, 0.6 KM (0.35 MILE) NORTH
 CP3184'OF DARNELL.
 CP3184' 
 CP3184'OWNERSHIP-- LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP3184' 
 CP3184'TO REACH THE STATION FROM THE POST OFFICE IN PIONEER, GO SOUTH ON
 CP3184'STATE HIGHWAY 17 FOR 7.8 KM (4.85 MILES) TO THE MARK ON THE RIGHT NEAR
 CP3184'A POWER POLE.
 CP3184' 
 CP3184'THE STATION IS A STANDARD CGS DISK STAMPED--DARNELL 1970--, SET INTO
 CP3184'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER
 CP3184'PROJECTING 3 CM OR 1 INCH ABOVE THE GROUND LOCATED 19.5 M (64 FT) N
 CP3184'FROM THE NORTH END OF A METAL CULVERT UNDER FIELD ENTRANCE, 10.2 M
 CP3184'(33.5 FT) W FROM THE CENTER OF HIGHWAY 17, 0.6 M (2 FT) NNW FROM A
 CP3184'POWER POLE NUMBER D 356, AND 0.6 M (2 FT) S FROM A METAL WITNESS POST
 CP3184'WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3183 ***********************************************************************
 CP3183  DESIGNATION -  DARNELL RM 1
 CP3183  PID         -  CP3183
 CP3183  STATE/COUNTY-  LA/WEST CARROLL
 CP3183  USGS QUAD   -  PIONEER (1986)
 CP3183
 CP3183                         *CURRENT SURVEY CONTROL
 CP3183  ___________________________________________________________________
 CP3183* NAD 83(1992)-  32 40 42.44085(N)    091 27 11.25683(W)     ADJUSTED  
 CP3183* NAVD 88     -        31.111  (meters)     102.07   (feet)  ADJUSTED  
 CP3183  ___________________________________________________________________
 CP3183  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CP3183  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3183  DYNAMIC HT  -          31.077 (meters)     101.96  (feet)  COMP
 CP3183  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CP3183
 CP3183  HORZ ORDER  -  THIRD
 CP3183  VERT ORDER  -  SECOND    CLASS II
 CP3183
 CP3183.The horizontal coordinates were established by classical geodetic methods
 CP3183.and adjusted by the National Geodetic Survey in May 1994..
 CP3183.No horizontal observational check was made to the station.
 CP3183
 CP3183.The orthometric height was determined by differential leveling
 CP3183.and adjusted by the National Geodetic Survey in June 1991..
 CP3183
 CP3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3183
 CP3183.The geoid height was determined by GEOID03.
 CP3183
 CP3183.The dynamic height is computed by dividing the NAVD 88
 CP3183.geopotential number by the normal gravity value computed on the
 CP3183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3183.degrees latitude (g = 980.6199 gals.).
 CP3183
 CP3183.The modeled gravity was interpolated from observed gravity values.
 CP3183
 CP3183;                    North         East     Units Scale Factor Converg.
 CP3183;SPC LA N     -   242,018.566 1,098,185.722   MT  1.00000271   +0 33 12.5
 CP3183;SPC LA N     -   794,022.58  3,602,964.32   sFT  1.00000271   +0 33 12.5
 CP3183;UTM  15      - 3,616,698.652   645,031.716   MT  0.99985937   +0 50 07.2
 CP3183
 CP3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3183!SPC LA N     -   0.99999920  x   1.00000271  =   1.00000191
 CP3183!UTM  15      -   0.99999920  x   0.99985937  =   0.99985857
 CP3183
 CP3183                          SUPERSEDED SURVEY CONTROL
 CP3183
 CP3183  NAD 83(1992)-  32 40 42.44133(N)    091 27 11.25687(W) AD(       ) 3
 CP3183  NAD 83(1986)-  32 40 42.45485(N)    091 27 11.24840(W) AD(       ) 3
 CP3183  NGVD 29 (11/12/92)   31.18   (m)          102.3    (f) LEVELING    3  
 CP3183
 CP3183.Superseded values are not recommended for survey control.
 CP3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3183.See file dsdata.txt to determine how the superseded data were derived.
 CP3183
 CP3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4503216699(NAD 83)
 CP3183_MARKER: DR = REFERENCE MARK DISK
 CP3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3183_SP_SET: CONCTETE POST
 CP3183_STAMPING: DARNELL NO 1 1970
 CP3183_MARK LOGO: CGS   
 CP3183_PROJECTION: RECESSED 5 CENTIMETERS
 CP3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3183+STABILITY: SURFACE MOTION
 CP3183
 CP3183  HISTORY     - Date     Condition        Report By
 CP3183  HISTORY     - 1970     MONUMENTED       NGS
 CP3183  HISTORY     - 1985     GOOD             LADTD
 CP3183
 CP3183                          STATION DESCRIPTION
 CP3183
 CP3183'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3183'IN DARNELL.
 CP3183'0.08 KM (0.05 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF
 CP3183'STATE HIGHWAYS 17 AND 577 IN THE SMALL COMMUNITY OF DARNELL TO THE
 CP3183'REFERENCE MARK SET ON THE EAST SIDE OF THE HIGHWAY, 25.6 METERS (84
 CP3183'FEET) SOUTHEAST OF POWER POLE NUMBERED D3075B, 12.5 METERS (41 FEET)
 CP3183'EAST OF THE CENTERLINE OF STATE HIGHWAY 17.
 CP3183'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP3183'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0999 ***********************************************************************
 AV0999  DESIGNATION -  DATUM
 AV0999  PID         -  AV0999
 AV0999  STATE/COUNTY-  LA/VERMILION
 AV0999  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0999
 AV0999                         *CURRENT SURVEY CONTROL
 AV0999  ___________________________________________________________________
 AV0999* NAD 83(1992)-  29 47 07.66498(N)    092 12 12.90763(W)     ADJUSTED  
 AV0999* NAVD 88     -         1.2  **(meters)       4.   **(feet)  VERTCON   
 AV0999  **This station is located in a subsidence area (see below).
 AV0999  ___________________________________________________________________
 AV0999  X           -    -213,018.239 (meters)                     COMP
 AV0999  Y           -  -5,535,990.330 (meters)                     COMP
 AV0999  Z           -   3,149,743.611 (meters)                     COMP
 AV0999  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AV0999  ELLIP HEIGHT-         -25.01  (meters)          (01/21/93) GPS OBS
 AV0999  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AV0999
 AV0999  HORZ ORDER  -  SECOND
 AV0999  ELLP ORDER  -  FOURTH    CLASS II
 AV0999
 AV0999.The horizontal coordinates were established by GPS observations
 AV0999.and adjusted by the National Geodetic Survey in January 1993..
 AV0999
 AV0999 ** The orthometric height has not been validated since last determined
 AV0999 ** by differential leveling and should not be used for control purposes.
 AV0999 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0999 ** area with valid NAVD 88 orthometric heights.
 AV0999 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0999 ** epoch indicated which incorporates improved geoid heights for the
 AV0999 ** Southern Louisiana Subsidence area.
 AV0999 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0999
 AV0999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0999
 AV0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0999
 AV0999.The ellipsoidal height was determined by GPS observations
 AV0999.and is referenced to NAD 83.
 AV0999
 AV0999.The geoid height was determined by GEOID03.
 AV0999
 AV0999;                    North         East     Units Scale Factor Converg.
 AV0999;SPC LA S     -   142,806.012   915,859.056   MT  0.99993277   -0 26 06.5
 AV0999;SPC LA S     -   468,522.72  3,004,780.92   sFT  0.99993277   -0 26 06.5
 AV0999;UTM  15      - 3,295,279.021   576,978.286   MT  0.99967311   +0 23 44.3
 AV0999
 AV0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0999!SPC LA S     -   1.00000393  x   0.99993277  =   0.99993670
 AV0999!UTM  15      -   1.00000393  x   0.99967311  =   0.99967704
 AV0999
 AV0999                          SUPERSEDED SURVEY CONTROL
 AV0999
 AV0999  NAD 83(1986)-  29 47 07.68684(N)    092 12 12.89470(W) AD(       ) 2
 AV0999  NGVD 29 (03/26/92)    1.2    (m)            4.     (f) GPS OBS        
 AV0999
 AV0999.Superseded values are not recommended for survey control.
 AV0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0999.See file dsdata.txt to determine how the superseded data were derived.
 AV0999
 AV0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7697895279(NAD 83)
 AV0999_MARKER: DD = SURVEY DISK
 AV0999_SETTING: 0 = UNSPECIFIED SETTING
 AV0999_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AV0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0999+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 AV0999
 AV0999  HISTORY     - Date     Condition        Report By
 AV0999  HISTORY     - UNK      MONUMENTED
 AV0999  HISTORY     - 19910201 GOOD             NOS
 AV0999
 AV0999                          STATION DESCRIPTION
 AV0999
 AV0999'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AV0999'THE STATION IS LOCATED AT THE ARMY CORP OF ENGINEERS VERMILION LOCK
 AV0999'FAC WHICH IS LOCATED AT THE WEST END OF INTRACOASTAL CITY.
 AV0999'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 82 AND 333 IN
 AV0999'ESTHER. GO SOUTH ON HWY 333 FOR 12.6 KM (7.83 MI) THROUGH
 AV0999'INTRACOASTAL CITY TO A SMALL BRIDGE. CONTINUE ACROSS THE BRIDGE FOR
 AV0999'1.4 KM (0.87 MI) TO THE GATE AT THE ARMY CORPS OF ENGINERS VERMILION
 AV0999'LOCK FACILITY. CONTINUE 0.16 KM (0.10 MI) TO A PARKING LOT AND BOAT
 AV0999'RAMP. THE STATION IS EAST OF THE PARKING LOT AND BOAT RAMP. CONTACT
 AV0999'SHOULD BE MADE WITH MR.HAROLD TRAHAN, LOCK MASTER, AT THE FACILITY
 AV0999'OFFICE.
 AV0999'THE STATION IS A STAINLESS STEEL DATUM POINT ATTACHED TO STAINLESS
 AV0999'STEEL ROD THAT HAS BEEN DRIVEN IN THE GROUND. THE DATUM POINT IS SET
 AV0999'IN A CONCRETE FILLED 5 INCH DIAMENTER WHITE PVC THAT HAS A METAL
 AV0999'COLLAR AND CAP. THE CAP HAS ACCESS COVER STAMPED ON IT. IT IS LOCATED
 AV0999'41.77 M (137.04 FT) EAST OF THE EAST EDGE OF THE BOAT RAMP PARKING
 AV0999'LOT, 32.55 M (106.79 FT) SOUTH OF THE NORTHERN SHORELINE AND 24.74 M
 AV0999'(81.17 FT) NORTH OF THE SOUTHERN ROCK BULKHEAD AND INTRACOASTAL
 AV0999'WATERWAY. THE DATUM POINT IS 6 INCHES BELOW THE SURFACE.
 AV0999'DESCRIBED BY ALG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1293 ***********************************************************************
 AT1293  DESIGNATION -  DAVE 1934
 AT1293  PID         -  AT1293
 AT1293  STATE/COUNTY-  LA/PLAQUEMINES
 AT1293  USGS QUAD   -  HAPPY JACK (1992)
 AT1293
 AT1293                         *CURRENT SURVEY CONTROL
 AT1293  ___________________________________________________________________
 AT1293* NAD 83(1992)-  29 34 09.68848(N)    089 38 16.52901(W)     ADJUSTED  
 AT1293* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1293  **This station is located in a subsidence area (see below).
 AT1293  ___________________________________________________________________
 AT1293  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AT1293  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AT1293
 AT1293  HORZ ORDER  -  THIRD
 AT1293
 AT1293.The horizontal coordinates were established by classical geodetic methods
 AT1293.and adjusted by the National Geodetic Survey in May 1994..
 AT1293
 AT1293 ** The orthometric height has not been validated since last determined
 AT1293 ** by differential leveling and should not be used for control purposes.
 AT1293 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1293 ** area with valid NAVD 88 orthometric heights.
 AT1293 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1293 ** epoch indicated which incorporates improved geoid heights for the
 AT1293 ** Southern Louisiana Subsidence area.
 AT1293 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1293.The orthometric height was scaled from a topographic map.
 AT1293
 AT1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1293
 AT1293.The geoid height was determined by GEOID03.
 AT1293
 AT1293;                    North         East     Units Scale Factor Converg.
 AT1293;SPC LA S     -   119,748.611 1,164,271.769   MT  0.99995392   +0 50 51.8
 AT1293;SPC LA S     -   392,875.23  3,819,781.63   sFT  0.99995392   +0 50 51.8
 AT1293;UTM  16      - 3,273,972.727   244,440.318   MT  1.00040593   -1 18 08.9
 AT1293
 AT1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1293!SPC LA S     -   1.00000389  x   0.99995392  =   0.99995781
 AT1293!UTM  16      -   1.00000389  x   1.00040593  =   1.00040982
 AT1293
 AT1293                          SUPERSEDED SURVEY CONTROL
 AT1293
 AT1293  NAD 83(1992)-  29 34 09.68847(N)    089 38 16.52898(W) AD(       ) 3
 AT1293  NAD 83(1986)-  29 34 09.69725(N)    089 38 16.53380(W) AD(       ) 3
 AT1293  NAD 27      -  29 34 08.93200(N)    089 38 16.31900(W) AD(       ) 3
 AT1293
 AT1293.Superseded values are not recommended for survey control.
 AT1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1293.See file dsdata.txt to determine how the superseded data were derived.
 AT1293
 AT1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4444073973(NAD 83)
 AT1293_MARKER: DS = TRIANGULATION STATION DISK
 AT1293_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1293_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1293
 AT1293  HISTORY     - Date     Condition        Report By
 AT1293  HISTORY     - 1934     MONUMENTED       CGS
 AT1293  HISTORY     - 1966     GOOD             CGS
 AT1293
 AT1293                          STATION DESCRIPTION
 AT1293
 AT1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1293'E OF A SMALL COVE
 AT1293'ON THE NORTHERN
 AT1293'SHORE OF THE LONG NARROW ISLAND RUNNING IN A NE-SW
 AT1293'DIRECTION, 50 METERS (164 FEET) S
 AT1293'AND 45 METERS (148 FEET) E OF THE
 AT1293'SHORE LINE, AND IN HARD MARSH GROUND AMONG MANGROVE
 AT1293'BUSHES.  THE NW
 AT1293'SHORE OF THE ISLAND BORDERS TRIPLE PASS ABOUT 0.4 MILE NE OF THE
 AT1293'PASS.  THE STATION
 AT1293'IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 AT1293'TOP OF A TILE, REFERENCE MARK NO. 1 IS A
 AT1293'STANDARD BRONZE REFERENCE DISK SET IN CONCRETE AS
 AT1293'IS IN HARD MARSH GROUND AMONG MANGROVE BUSHES 11.658 METERS
 AT1293'(38.25 FEET) FROM
 AT1293'THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD
 AT1293'BRONZE REFERENCE DISK SET IN CONCRETE, IS
 AT1293'IN HARD MARSH GROUND AMONG MANGROVE BUSHES
 AT1293'12.238 METERS (40.15 FEET)
 AT1293'FROM THE STATION.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 AT1293'IS 17.219 METERS (56.49 FEET).
 AT1293
 AT1293                          STATION RECOVERY (1966)
 AT1293
 AT1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1293'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS ABOUT
 AT1293'100 FEET EAST OF
 AT1293'THE EAST SHORE, 75 FEET SOUTH OF THE SOUTH SHORE,
 AT1293'25 FEET NORTH OF A SMALL POND WHERE
 AT1293'THE SHORE LINE MAKES A 90 DEGREE
 AT1293'TURN AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 AT1293'MARK IS UNDER ABOUT
 AT1293'6 INCHES OF MUD AND WATER.  THE REFERENCE MARKS WERE SEARCHED FOR
 AT1293'BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2768 ***********************************************************************
 BH2768  DESIGNATION -  DAVE 1952
 BH2768  PID         -  BH2768
 BH2768  STATE/COUNTY-  LA/ST TAMMANY
 BH2768  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 BH2768
 BH2768                         *CURRENT SURVEY CONTROL
 BH2768  ___________________________________________________________________
 BH2768* NAD 83(1992)-  30 10 37.89694(N)    089 31 52.15376(W)     ADJUSTED  
 BH2768* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 BH2768  **This station is located in a subsidence area (see below).
 BH2768  ___________________________________________________________________
 BH2768  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BH2768  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BH2768
 BH2768  HORZ ORDER  -  THIRD
 BH2768
 BH2768.The horizontal coordinates were established by classical geodetic methods
 BH2768.and adjusted by the National Geodetic Survey in May 1994..
 BH2768
 BH2768 ** The orthometric height has not been validated since last determined
 BH2768 ** by differential leveling and should not be used for control purposes.
 BH2768 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2768 ** area with valid NAVD 88 orthometric heights.
 BH2768 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2768 ** epoch indicated which incorporates improved geoid heights for the
 BH2768 ** Southern Louisiana Subsidence area.
 BH2768 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2768.The orthometric height was scaled from a topographic map.
 BH2768
 BH2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2768
 BH2768.The geoid height was determined by GEOID03.
 BH2768
 BH2768;                    North         East     Units Scale Factor Converg.
 BH2768;SPC LA S     -   187,272.416 1,173,556.626   MT  0.99993046   +0 54 04.0
 BH2768;SPC LA S     -   614,409.58  3,850,243.70   sFT  0.99993046   +0 54 04.0
 BH2768;SPC MS E     -    75,268.713   232,792.366   MT  1.00000570   -0 21 02.8
 BH2768;SPC MS E     -   246,944.10    763,752.95   sFT  1.00000570   -0 21 02.8
 BH2768;UTM  16      - 3,341,127.416   256,271.434   MT  1.00033294   -1 16 22.7
 BH2768
 BH2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2768!SPC LA S     -   1.00000420  x   0.99993046  =   0.99993466
 BH2768!SPC MS E     -   1.00000420  x   1.00000570  =   1.00000990
 BH2768!UTM  16      -   1.00000420  x   1.00033294  =   1.00033714
 BH2768
 BH2768:                Primary Azimuth Mark                     Grid Az
 BH2768:SPC LA S     -  GRASSY ISLAND LIGHT                      108 33 37.5
 BH2768:SPC MS E     -  GRASSY ISLAND LIGHT                      109 48 44.3
 BH2768:UTM  16      -  GRASSY ISLAND LIGHT                      110 44 04.2
 BH2768
 BH2768|---------------------------------------------------------------------|
 BH2768| PID    Reference Object                     Distance      Geod. Az  |
 BH2768|                                                           dddmmss.s |
 BH2768| BH2673 GRASSY ISLAND LIGHT                 APPROX. 6.0 KM 1092741.5 |
 BH2768| BH2766 PEARL RIVER LIGHT                   APPROX. 2.3 KM 1631809.5 |
 BH2768| BH2779 LAKE BORGNE RANGE REAR LIGHT        APPROX.11.4 KM 2463621.9 |
 BH2768| BH2765 PEAR                                APPROX. 1.9 KM 3494221.6 |
 BH2768|---------------------------------------------------------------------|
 BH2768
 BH2768                          SUPERSEDED SURVEY CONTROL
 BH2768
 BH2768  NAD 83(1992)-  30 10 37.90818(N)    089 31 52.14967(W) AD(       ) 3
 BH2768  NAD 83(1986)-  30 10 37.91004(N)    089 31 52.14845(W) AD(       ) 3
 BH2768  NAD 27      -  30 10 37.19481(N)    089 31 51.96113(W) AD(       ) 3
 BH2768
 BH2768.Superseded values are not recommended for survey control.
 BH2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2768.See file dsdata.txt to determine how the superseded data were derived.
 BH2768
 BH2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5627141127(NAD 83)
 BH2768_MARKER: DT = TOPOGRAPHIC STATION DISK
 BH2768_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2768_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2768
 BH2768  HISTORY     - Date     Condition        Report By
 BH2768  HISTORY     - 1952     MONUMENTED       CGS
 BH2768  HISTORY     - 1966     MARK NOT FOUND   CGS
 BH2768
 BH2768                          STATION DESCRIPTION
 BH2768
 BH2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2768'STATION IS LOCATED ON THE N. SHORE OF LAKE BORGNE, ON THE POINT ON
 BH2768'THE W. SIDE OF THE MOUTH OF PEARL RIVER. A STANDARD RECOVERABLE
 BH2768'TOPOGRAPHIC STATION DISK STAMPED DAVE 1952 SET IN THE TOP OF A 7
 BH2768'INCH STOVEPIPE FILLED WITH CONCRETE WHICH RESTS ON A 2 X 4 INCH X
 BH2768'8 FT DRIVEN INTO THE MARSH. STATION IS 6 FT. E. OF A WHITE
 BH2768'WITNESS POST WHICH PROJECTS 4 FT.
 BH2768'
 BH2768'THE APPARENT SHORELINE IS 39.0 METERS S 42 DEG 32 MIN W.
 BH2768'36.0 METERS N 78 DEG 27 MIN E AND 76.7 METERS
 BH2768'S 11 DEG 41 MIN E.  ALL BEARINGS ARE GEODETIC.
 BH2768
 BH2768                          STATION RECOVERY (1966)
 BH2768
 BH2768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2768'STATION WAS FOUND BROKEN OFF AND LAYING AT STATION SITE. THE STATION
 BH2768'SHOULD BE CONSIDERED LOST. THE MARK WAS FITTED TO BREAK AND A
 BH2768'TRAVERSE CONNECTION WAS MADE TO DAVE 2 AND THE DISTANCE IS 103.741
 BH2768'METERS OR 340.36 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2767 ***********************************************************************
 BH2767  DESIGNATION -  DAVE 2
 BH2767  PID         -  BH2767
 BH2767  STATE/COUNTY-  LA/ST TAMMANY
 BH2767  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 BH2767
 BH2767                         *CURRENT SURVEY CONTROL
 BH2767  ___________________________________________________________________
 BH2767* NAD 83(1992)-  30 10 40.48043(N)    089 31 54.64254(W)     ADJUSTED  
 BH2767* NAVD 88     -         0.6  **(meters)       2.   **(feet)  VERTCON   
 BH2767  **This station is located in a subsidence area (see below).
 BH2767  ___________________________________________________________________
 BH2767  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BH2767  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BH2767
 BH2767  HORZ ORDER  -  THIRD
 BH2767
 BH2767.The horizontal coordinates were established by classical geodetic methods
 BH2767.and adjusted by the National Geodetic Survey in May 1994..
 BH2767
 BH2767 ** The orthometric height has not been validated since last determined
 BH2767 ** by differential leveling and should not be used for control purposes.
 BH2767 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2767 ** area with valid NAVD 88 orthometric heights.
 BH2767 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2767 ** epoch indicated which incorporates improved geoid heights for the
 BH2767 ** Southern Louisiana Subsidence area.
 BH2767 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2767
 BH2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2767
 BH2767.The geoid height was determined by GEOID03.
 BH2767
 BH2767;                    North         East     Units Scale Factor Converg.
 BH2767;SPC LA S     -   187,350.908 1,173,488.803   MT  0.99993050   +0 54 02.8
 BH2767;SPC LA S     -   614,667.10  3,850,021.18   sFT  0.99993050   +0 54 02.8
 BH2767;SPC MS E     -    75,348.673   232,726.269   MT  1.00000581   -0 21 04.1
 BH2767;SPC MS E     -   247,206.44    763,536.10   sFT  1.00000581   -0 21 04.1
 BH2767;UTM  16      - 3,341,208.457   256,206.612   MT  1.00033333   -1 16 24.1
 BH2767
 BH2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2767!SPC LA S     -   1.00000410  x   0.99993050  =   0.99993460
 BH2767!SPC MS E     -   1.00000410  x   1.00000581  =   1.00000991
 BH2767!UTM  16      -   1.00000410  x   1.00033333  =   1.00033743
 BH2767
 BH2767:                Primary Azimuth Mark                     Grid Az
 BH2767:SPC LA S     -  CLEAR 2                                  092 19 12.2
 BH2767:SPC MS E     -  CLEAR 2                                  093 34 19.1
 BH2767:UTM  16      -  CLEAR 2                                  094 29 39.1
 BH2767
 BH2767|---------------------------------------------------------------------|
 BH2767| PID    Reference Object                     Distance      Geod. Az  |
 BH2767|                                                           dddmmss.s |
 BH2767| BH2674 CLEAR 2                             APPROX. 6.6 KM 0931315.0 |
 BH2767| BH2673 GRASSY ISLAND LIGHT                 APPROX. 6.1 KM 1095723.0 |
 BH2767| BH2768 DAVE 1952                           103.742 METERS 14004     |
 BH2767| DD7811 DAVE 2 RM 1                          18.177 METERS 21909     |
 BH2767| BH2779 LAKE BORGNE RANGE REAR LIGHT        APPROX.11.4 KM 2460614.3 |
 BH2767| DD7812 DAVE 2 RM 2                          21.353 METERS 30646     |
 BH2767|---------------------------------------------------------------------|
 BH2767
 BH2767                          SUPERSEDED SURVEY CONTROL
 BH2767
 BH2767  NAD 83(1992)-  30 10 40.49165(N)    089 31 54.63847(W) AD(       ) 3
 BH2767  NAD 83(1986)-  30 10 40.49354(N)    089 31 54.63724(W) AD(       ) 3
 BH2767  NAD 27      -  30 10 39.77840(N)    089 31 54.44982(W) AD(       ) 3
 BH2767  NGVD 29 (07/19/86)    0.6    (m)            2.     (f) VERT ANG       
 BH2767
 BH2767.Superseded values are not recommended for survey control.
 BH2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2767.See file dsdata.txt to determine how the superseded data were derived.
 BH2767
 BH2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5620741208(NAD 83)
 BH2767_MARKER: DS = TRIANGULATION STATION DISK
 BH2767_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2767+WITH SETTING: INFORMATION.
 BH2767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2767
 BH2767  HISTORY     - Date     Condition        Report By
 BH2767  HISTORY     - 1966     MONUMENTED       CGS
 BH2767  HISTORY     - 1971     GOOD             NGS
 BH2767
 BH2767                          STATION DESCRIPTION
 BH2767
 BH2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2767'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF SLIDELL, ON THE NORTH
 BH2767'SHORE OF LAKE BORGNE, 3-1/2 MILES WEST OF HERON BAY, ON WEST SIDE OF
 BH2767'MOUTH OF PEARL RIVER AND ON THE EAST END AND SOUTH TIP OF PEARL
 BH2767'RIVER ISLAND.
 BH2767'
 BH2767'STATION MARK, A STANDARD DISK STAMPED DAVE 2 1966, IS CRIMPED TO
 BH2767'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 BH2767'ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS 2.5 FEET.
 BH2767'THE MARK IS 200 FEET NORTH OF LAKE BORGNE SHORE TO THE SOUTH AND 2
 BH2767'FEET SOUTH OF WITNESS POST.
 BH2767'
 BH2767'REFERENCE MARK 1, A STANDARD DISK STAMPED DAVE 2 NO 1 1966, IS
 BH2767'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 BH2767'WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS
 BH2767'2.5 FEET. THE MARK IS 140 FEET NORTH OF SHORE LINE, 60.5 FEET
 BH2767'SOUTHWEST OF WITNESS POST AT STATION AND 6 INCHES NORTHEAST OF
 BH2767'WITNESS POST.
 BH2767'
 BH2767'REFERENCE MARK 2, A STANDARD DISK STAMPED DAVE 2 NO 2 1966, IS
 BH2767'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 BH2767'WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS
 BH2767'2.5 FEET. THE MARK IS 68.8 FEET NORTHWEST OF WITNESS POST AT
 BH2767'STATION AND 1 FOOT SOUTH OF WITNESS POST.
 BH2767'
 BH2767'NOTICE--STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 BH2767'
 BH2767'STATION CLEAR MAY BE USED AS AN AZIMUTH MARK.
 BH2767
 BH2767                          STATION RECOVERY (1971)
 BH2767
 BH2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2767'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY LMC IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6158 ***********************************************************************
 AH6158  DESIGNATION -  DAVID
 AH6158  PID         -  AH6158
 AH6158  STATE/COUNTY-  LA/TERREBONNE
 AH6158  USGS QUAD   -  HOUMA (1980)
 AH6158
 AH6158                         *CURRENT SURVEY CONTROL
 AH6158  ___________________________________________________________________
 AH6158* NAD 83(1992)-  29 30 33.16191(N)    090 40 31.25376(W)     ADJUSTED  
 AH6158* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6158  **This station is located in a subsidence area (see below).
 AH6158  ___________________________________________________________________
 AH6158  X           -     -65,478.331 (meters)                     COMP
 AH6158  Y           -  -5,554,849.901 (meters)                     COMP
 AH6158  Z           -   3,123,131.913 (meters)                     COMP
 AH6158  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6158  ELLIP HEIGHT-         -23.27  (meters)          (02/21/02) GPS OBS
 AH6158  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AH6158
 AH6158  HORZ ORDER  -  FIRST
 AH6158  ELLP ORDER  -  FIFTH     CLASS I
 AH6158
 AH6158.The horizontal coordinates were established by GPS observations
 AH6158.and adjusted by the National Geodetic Survey in December 1998..
 AH6158
 AH6158 ** The orthometric height has not been validated since last determined
 AH6158 ** by differential leveling and should not be used for control purposes.
 AH6158 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6158 ** area with valid NAVD 88 orthometric heights.
 AH6158 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6158 ** epoch indicated which incorporates improved geoid heights for the
 AH6158 ** Southern Louisiana Subsidence area.
 AH6158 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6158.The orthometric height was determined by GPS observations and a
 AH6158.high-resolution geoid model.
 AH6158
 AH6158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6158
 AH6158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6158
 AH6158.The ellipsoidal height was determined by GPS observations
 AH6158.and is referenced to NAD 83.
 AH6158
 AH6158.The geoid height was determined by GEOID03.
 AH6158
 AH6158;                    North         East     Units Scale Factor Converg.
 AH6158;SPC LA S     -   112,049.880 1,063,793.838   MT  0.99996231   +0 19 44.4
 AH6158;SPC LA S     -   367,616.98  3,490,130.28   sFT  0.99996231   +0 19 44.4
 AH6158;UTM  15      - 3,266,656.453   725,334.341   MT  1.00022656   +1 08 43.9
 AH6158
 AH6158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6158!SPC LA S     -   1.00000365  x   0.99996231  =   0.99996596
 AH6158!UTM  15      -   1.00000365  x   1.00022656  =   1.00023022
 AH6158
 AH6158                          SUPERSEDED SURVEY CONTROL
 AH6158
 AH6158  ELLIP H (12/17/98)  -23.24   (m)                       GP(       ) 4 2
 AH6158
 AH6158.Superseded values are not recommended for survey control.
 AH6158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6158.See file dsdata.txt to determine how the superseded data were derived.
 AH6158
 AH6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2533466656(NAD 83)
 AH6158_MARKER: I = METAL ROD
 AH6158_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6158_STAMPING: DAVID
 AH6158_MARK LOGO: LA-109
 AH6158_PROJECTION: RECESSED 10 CENTIMETERS
 AH6158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6158+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6158_ROD/PIPE-DEPTH: 18.3 meters
 AH6158_SLEEVE-DEPTH  :  0.9 meters
 AH6158
 AH6158  HISTORY     - Date     Condition        Report By
 AH6158  HISTORY     - 1995     MONUMENTED       MPHI
 AH6158
 AH6158                          STATION DESCRIPTION
 AH6158
 AH6158'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6158'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6158'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6158'57 AND TRAVEL SOUTH FOR 6.75 MI (10.86 KM) TO THE JUNCTION WITH DAVID
 AH6158'DRIVE.  THE STATION IS ON THE LEFT.  THE STATION IS A STAINLESS STEEL
 AH6158'ROD DRIVEN INTO THE GROUND. THE STATION IS 80.0 FT (24.4 M) EAST FROM
 AH6158'THE CENTERLINE OF HWY 57, 25.8 FT (7.9 M) EAST FROM THE CENTERLINE OF
 AH6158'THE ASHLAND SOUTH SIGN, 53.7 FT (16.4 M) SOUTHEAST FROM THE FIRE
 AH6158'HYDRANT, 56.7 FT (17.3 M) SOUTHEAST FROM THE POWER POLE WITH A LIGHT,
 AH6158'12.0 FT (3.7 M) SOUTH FROM THE CENTERLINE OF DAVID DRIVE, AND 63.7 FT
 AH6158'(19.4 M) NORTHEAST FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3157 ***********************************************************************
 BK3157  DESIGNATION -  DAVIDSON CHEMICAL CO TANK
 BK3157  PID         -  BK3157
 BK3157  STATE/COUNTY-  LA/CALCASIEU
 BK3157  USGS QUAD   -  WESTLAKE (1996)
 BK3157
 BK3157                         *CURRENT SURVEY CONTROL
 BK3157  ___________________________________________________________________
 BK3157* NAD 83(1992)-  30 09 25.14099(N)    093 20 30.92033(W)     ADJUSTED  
 BK3157* NAVD 88     -                                                        
 BK3157  **This station is located in a subsidence area (see below).
 BK3157  ___________________________________________________________________
 BK3157  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3157  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3157
 BK3157  HORZ ORDER  -  THIRD
 BK3157
 BK3157.The horizontal coordinates were established by classical geodetic methods
 BK3157.and adjusted by the National Geodetic Survey in January 1993..
 BK3157
 BK3157 ** The orthometric height has not been validated since last determined
 BK3157 ** by differential leveling and should not be used for control purposes.
 BK3157 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3157 ** area with valid NAVD 88 orthometric heights.
 BK3157 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3157 ** epoch indicated which incorporates improved geoid heights for the
 BK3157 ** Southern Louisiana Subsidence area.
 BK3157 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3157
 BK3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3157
 BK3157.The geoid height was determined by GEOID03.
 BK3157
 BK3157;                    North         East     Units Scale Factor Converg.
 BK3157;SPC LA S     -   185,363.065   806,528.035   MT  0.99992944   -1 00 15.6
 BK3157;SPC LA S     -   608,145.32  2,646,084.06   sFT  0.99992944   -1 00 15.6
 BK3157;UTM  15      - 3,336,229.972   467,074.314   MT  0.99961337   -0 10 18.4
 BK3157
 BK3157                          SUPERSEDED SURVEY CONTROL
 BK3157
 BK3157  NAD 83(1986)-  30 09 25.16202(N)    093 20 30.90880(W) AD(       ) 4
 BK3157  NAD 27      -  30 09 24.41200(N)    093 20 30.36200(W) AD(       ) 3
 BK3157
 BK3157.Superseded values are not recommended for survey control.
 BK3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3157.See file dsdata.txt to determine how the superseded data were derived.
 BK3157
 BK3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6707436230(NAD 83)
 BK3157_MARKER: 53 = ELEVATED TANK
 BK3157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3157+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005
 BK3157
 BK3157  HISTORY     - Date     Condition        Report By
 BK3157  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3157  HISTORY     - 1963     GOOD             CGS
 BK3157  HISTORY     - 20011125 GOOD             USPSQD
 BK3157  HISTORY     - 20031128 GOOD             USPSQD
 BK3157  HISTORY     - 20050610 GOOD             USPSQD
 BK3157
 BK3157                          STATION DESCRIPTION
 BK3157
 BK3157'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3157'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER TANK
 BK3157'WHICH IS LOCATED ON THE PROPERTY OF THE DAVIDSON CHEMICAL
 BK3157'COMPANY.  IT IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF SULPHUR
 BK3157'ABOUT 300 FEET SOUTH OF A PAVED ROAD AND ABOUT MIDWAY BETWEEN THE
 BK3157'EVAPORATOR BUILDING AND THE RAILROAD TRACKS.
 BK3157'
 BK3157'IT IS SUPPORTED BY FOUR TUBULAR LEGS AND IS 122 FEET HIGH AND
 BK3157'26 FEET IN DIAMETER.
 BK3157
 BK3157                          STATION RECOVERY (1963)
 BK3157
 BK3157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3157'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 BK3157'CONDITION.  THE NAME OF THE COMPANY IS DAVISON CHEMICAL CO.
 BK3157
 BK3157                          STATION RECOVERY (2001)
 BK3157
 BK3157'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BK3157'RECOVERED IN GOOD CONDITION.
 BK3157
 BK3157                          STATION RECOVERY (2003)
 BK3157
 BK3157'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK3157'NAME ON TANK IS GRACE DAVIDSON. LOCATION IS DAVIDSON ROAD.
 BK3157
 BK3157                          STATION RECOVERY (2005)
 BK3157
 BK3157'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3135 ***********************************************************************
 BK3135  DESIGNATION -  DAVIES
 BK3135  PID         -  BK3135
 BK3135  STATE/COUNTY-  LA/CALCASIEU
 BK3135  USGS QUAD   -  LAKE CHARLES (1994)
 BK3135
 BK3135                         *CURRENT SURVEY CONTROL
 BK3135  ___________________________________________________________________
 BK3135* NAD 83(1992)-  30 08 23.40977(N)    093 13 56.36267(W)     ADJUSTED  
 BK3135* NAVD 88     -         4.54   (+/-2cm)      14.9  **(feet)  VERTCON   
 BK3135  **This station is located in a subsidence area (see below).
 BK3135  ___________________________________________________________________
 BK3135  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK3135  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK3135
 BK3135  HORZ ORDER  -  FIRST
 BK3135  VERT ORDER  -  THIRD ? (See Below)
 BK3135
 BK3135.The horizontal coordinates were established by classical geodetic methods
 BK3135.and adjusted by the National Geodetic Survey in January 1993..
 BK3135
 BK3135 ** The orthometric height has not been validated since last determined
 BK3135 ** by differential leveling and should not be used for control purposes.
 BK3135 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3135 ** area with valid NAVD 88 orthometric heights.
 BK3135 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3135 ** epoch indicated which incorporates improved geoid heights for the
 BK3135 ** Southern Louisiana Subsidence area.
 BK3135 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3135.The vertical order pertains to the NGVD 29 superseded value.
 BK3135
 BK3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3135
 BK3135.The geoid height was determined by GEOID03.
 BK3135
 BK3135;                    North         East     Units Scale Factor Converg.
 BK3135;SPC LA S     -   183,282.569   817,052.407   MT  0.99992867   -0 56 58.3
 BK3135;SPC LA S     -   601,319.56  2,680,612.77   sFT  0.99992867   -0 56 58.3
 BK3135;UTM  15      - 3,334,303.262   477,624.438   MT  0.99960618   -0 06 59.9
 BK3135
 BK3135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3135!SPC LA S     -   1.00000356  x   0.99992867  =   0.99993223
 BK3135!UTM  15      -   1.00000356  x   0.99960618  =   0.99960974
 BK3135
 BK3135:                Primary Azimuth Mark                     Grid Az
 BK3135:SPC LA S     -  LAKE CHAR NOBLE RICE MILL TANK           007 52 19.5
 BK3135:UTM  15      -  LAKE CHAR NOBLE RICE MILL TANK           007 02 21.1
 BK3135
 BK3135|---------------------------------------------------------------------|
 BK3135| PID    Reference Object                     Distance      Geod. Az  |
 BK3135|                                                           dddmmss.s |
 BK3135| BK3124 LAKE CHAR NOBLE RICE MILL TANK      APPROX.10.2 KM 0065521.2 |
 BK3135| BK3115 LAKE CHARLES GULF ST UTIL STK       APPROX.11.4 KM 0071232.6 |
 BK3135| CV7855 LAKE CHARLE CHARLESTN HTL                          0081155.5 |
 BK3135| BK3111 LAKE CHAR MAJESTIC HTL AWY BN       APPROX. 9.9 KM 0085845.9 |
 BK3135| BK3108 LAKE CHARLES CATH CHURCH CROSS      APPROX. 9.7 KM 0090306.2 |
 BK3135| BK3109 LAKE CHARLES RICE MILL TALL TK      APPROX.11.7 KM 0113652.4 |
 BK3135| BK3126 LAKE CHARLES CALCASIEU CO TANK      APPROX.12.5 KM 0130518.0 |
 BK3135| CV8352 DAVIES RM 1                          25.302 METERS 04532     |
 BK3135| BK1641 PORT                                APPROX. 1.7 KM 0962100.6 |
 BK3135| CV8354 DAVIES RM 4                          25.871 METERS 13644     |
 BK3135| CV8353 DAVIES RM 2                                        1773455.9 |
 BK3135| BK1646 DAVIES 2                              4.189 METERS 27621     |
 BK3135| BK3142 LAKE CHARLES SILVER TOP TANK        APPROX. 8.8 KM 3465612.9 |
 BK3135| BK3145 LAKE CHARLES BLACK TANK             APPROX. 8.8 KM 3471320.1 |
 BK3135|---------------------------------------------------------------------|
 BK3135
 BK3135                          SUPERSEDED SURVEY CONTROL
 BK3135
 BK3135  NAD 83(1986)-  30 08 23.43239(N)    093 13 56.35378(W) AD(       ) 1
 BK3135  NAD 27      -  30 08 22.68200(N)    093 13 55.80900(W) AD(       ) 1
 BK3135  NGVD 29 (07/19/86)    4.52   (m)           14.8    (f) LEVELING    3  
 BK3135
 BK3135.Superseded values are not recommended for survey control.
 BK3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3135.See file dsdata.txt to determine how the superseded data were derived.
 BK3135
 BK3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7762434303(NAD 83)
 BK3135_MARKER: DS = TRIANGULATION STATION DISK
 BK3135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3135
 BK3135  HISTORY     - Date     Condition        Report By
 BK3135  HISTORY     - 1931     MONUMENTED       CGS
 BK3135  HISTORY     - 1936     GOOD             LAGS
 BK3135  HISTORY     - 1941     GOOD             CGS
 BK3135  HISTORY     - 1955     GOOD             CGS
 BK3135  HISTORY     - 1963     GOOD             CGS
 BK3135  HISTORY     - 1963     POOR             CGS
 BK3135  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BK3135  HISTORY     - 1967     GOOD             CGS
 BK3135  HISTORY     - 1967     SEE DESCRIPTION  CGS
 BK3135  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3135  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3135
 BK3135                          STATION DESCRIPTION
 BK3135
 BK3135'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK3135'STATION IS ABOUT 6 MILES S OF THE CENTER OF THE CITY OF
 BK3135'LAKE CHARLES.
 BK3135'
 BK3135'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3135'DISKS SET IN CONCRETE.
 BK3135'
 BK3135'UPPER MARK PROJECTS ABOUT 12 INCHES.
 BK3135'
 BK3135'REFERENCE MARK NO. 1 PROJECTS 12 INCHES, IS ON THE W SIDE
 BK3135'OF A CULTIVATED FIELD, ABOUT 600 FEET SE OF MR. DAVIES HOUSE,
 BK3135'IN FENCE LINE BETWEEN THE FIELD AND RIGHT-OF-WAY OF SECTION
 BK3135'LINE ROAD, 28 FEET E OF CENTER LINE OF ROAD, 249 FEET N OF
 BK3135'CENTER LINE OF INTERSECTING DIRT ROAD, 0.5 FOOT W OF FENCE
 BK3135'LINE, 216.8 FEET N OF A FENCE CORNER, AND 83.01 FEET FROM
 BK3135'STATION, N 45 DEG 28 MIN E.
 BK3135'
 BK3135'REFERENCE MARK NO. 2 PROJECTS 8 INCHES, IS ON W SIDE OF LARGE
 BK3135'CULTIVATED FIELD, IN A FENCE LINE MARKING RIGHT-OF-WAY OF
 BK3135'ROAD, ABOUT 0.4 MILE S OF MR. DAVIES HOUSE 1/4 MILE S OF
 BK3135'SECTION CORNER ROAD INTERSECTION, 39 FEET E OF CENTER LINE
 BK3135'OF ROAD, ON A 3-FOOT MOUNT, 0.75 FOOT W OF WIRE FENCE LINE,
 BK3135'AND APPROXIMATELY 0.3 MILE FROM STATION, S 02 DEG 25 MIN E.
 BK3135'
 BK3135'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION--
 BK3135'LAKE CHARLES, MAJESTIC HOTEL, AIRWAYS BEACON, 6 MILES, N 08 DEG
 BK3135'59 MIN E.  LAKE CHARLES RICE MILL, TALL SILVER TANK,
 BK3135'7 MILES, N 78 DEG 23 MIN E.
 BK3135'
 BK3135'TO REACH STATION, GO S ON SOUTH STREET AND GRAVEL ROAD,
 BK3135'3.5 MILES TO FORKS, TAKE THE W FORK 0.9 MILE TO MAIN ROAD,
 BK3135'THEN S 0.5 MILE TO WHERE MAIN ROAD CROSSES THE LEVEE ON THE
 BK3135'W, AND S 2.1 MILES ON LIGHTLY SHELLED ROAD TO STATION, WHICH
 BK3135'IS IN FENCE LINE BETWEEN THE RIGHT-OF-WAY OF SECTION LINE
 BK3135'ROAD AND THE PROPERTY OF D.M. DAVIES, WHO LIVES ABOUT 600 FEET
 BK3135'W OF N, ON TOP OF SMALL MOUND, 158.8 FEET N OF FENCE CORNER
 BK3135'MARKING SE CORNER OF A CULTIVATED FIELD, 31 FEET W OF THE
 BK3135'CENTER LINE OF ROAD, AND 191 FEET N OF AN INTERSECTING DIRT
 BK3135'ROAD.
 BK3135
 BK3135                          STATION RECOVERY (1936)
 BK3135
 BK3135'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK3135'RECOVERED AS DESCRIBED EXCEPT FOR ROUTE.  SOUTH STREET (STATE
 BK3135'HIGHWAY 211) IS CONCRETE PAVEMENT TO THE FORKS MENTIONED,
 BK3135'THEN BLACKTOPPED.
 BK3135'
 BK3135'TO REACH STATION, GO W 0.9 MILE TO MAIN ROAD, THEN S 0.5 MILE
 BK3135'TO WHERE MAIN ROAD CROSSES CANAL ON THE W, THEN S 2.1 MILES
 BK3135'TO THE MONUMENT WHICH WILL BE FOUND AS DESCRIBED.
 BK3135
 BK3135                          STATION RECOVERY (1941)
 BK3135
 BK3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3135'STATION AND ALL MARKS RECOVERED AS DESCRIBED.  THIS STATION WAS
 BK3135'NOT OCCUPIED BY AN OBSERVING PARTY.
 BK3135'
 BK3135'ELEVATION--15.925 FEET (2ND-ORDER ADJ. AS PUBLISHED IN U.S.E.
 BK3135'QUAD LAKE CHARLES, LA.)
 BK3135
 BK3135                          STATION RECOVERY (1955)
 BK3135
 BK3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3135'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BK3135'FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCE MARK 3 WAS
 BK3135'SET.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2
 BK3135'WERE CHECKED AND FOUND TO BE CORRECT.
 BK3135'
 BK3135'REFERENCE MARK 3, A STANDARD DISK STAMPED DAVIES NO 3 1931
 BK3135'IS SET IN CONCRETE.  IT IS 3 FEET
 BK3135'NORTH OF AN EAST-AND-WEST FENCE LINE AND SET FLUSH WITH THE
 BK3135'GROUND.  THE MARK IS 51.794 METERS (169.93 FEET) FROM STATION,
 BK3135'S 23 DEG 03 MIN W.
 BK3135'
 BK3135'THE ORIGINAL DESCRIPTION AND ROUTE IS ADEQUATE FOR RECOVERY.
 BK3135'
 BK3135'NOTE--REFERENCE MARK NO. 3 WAS OCCUPPIED DUE TO A POWER
 BK3135'LINE PASSING OVER THE STATION MARK.  A 90 FT. STEEL TOWER
 BK3135'WAS USED.
 BK3135
 BK3135                          STATION RECOVERY (1963)
 BK3135
 BK3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 BK3135'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 BK3135'
 BK3135'ALL MARKS ARE IN GOOD CONDITION WITH THE EXCEPTION OF THE
 BK3135'STATION MARK, IT HAVING BEEN STRUCK BY FARM MACHINERY.  THE
 BK3135'IMPRINT OF THE DISK AND SHANK ARE STILL VISIBLE IN THE CONCRETE,
 BK3135'AND THE MARK SHOWS NO SIGN OF HORIZONTAL MOVEMENT.
 BK3135'
 BK3135'TO REACH THE STATION FROM THE LAKE CHARLES MUNICIPAL AIRPORT
 BK3135'ENTRANCE, GO NORTH 0.75 MILES TO A CROSSROAD, TURN LEFT AND
 BK3135'GO WEST 1.0 MILES TO A CROSSROAD, TURN RIGHT AND GO 150 FEET
 BK3135'TO THE MARK ON THE LEFT.  STATION IS 158.8 FEET NORTH OF THE
 BK3135'N-S, E-W FENCE CORNER.
 BK3135
 BK3135                          STATION RECOVERY (1963)
 BK3135
 BK3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EAG)
 BK3135'MONUMENT IN VERY POOR CONDITION.  BRONZE PLATE IS MISSING.
 BK3135
 BK3135                          STATION RECOVERY (1965)
 BK3135
 BK3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BK3135'THE STATION WAS VISITED 4-29-65 AND STATION UNDERGROUND MARK
 BK3135'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  THE
 BK3135'SURFACE MARK WAS FOUND DESTROYED.  A NEW SURFACE MARK WAS
 BK3135'ESTABLISHED AT THIS DATE.  REFERENCE MARK NO. 1 WAS FOUND
 BK3135'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT FOUND AT THIS
 BK3135'DATE.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  STATION PORT 1964
 BK3135'CAN BE USED AS AN AZIMUTH FOR THIS STATION AND IS VISIBLE
 BK3135'FROM THE GROUND.  THE CENTER OF THE BASE OF THE BEACON LIGHT
 BK3135'ATOP THE CENTER OF THE CONTROL TOWER AT THE LAKE CHARLES
 BK3135'MUNICIPAL AIRPORT WAS TIED IN AT THIS DATE.  A NEW
 BK3135'DESCRIPTION FOLLOWS.
 BK3135'
 BK3135'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF LAKE CHARLES
 BK3135'DIAGONALLY ACROSS THE CROSS ROAD FROM THE NORTHWEST CORNER
 BK3135'OF THE LAKE CHARLES MUNICIPAL AIRPORT, IN THE NORTHWEST QUADRANT
 BK3135'OF THE CROSS ROAD, 189 FEET NORTH OF THE CENTERLINE OF THE
 BK3135'CROSS ROAD (GAUTHER ROAD AND S. LAKE STREET), 157 FEET SOUTH
 BK3135'OF THE CENTERLINE OF THE ROAD LEADING WEST TO THE LAKE CHARLES
 BK3135'RIDING CLUB, 32 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 BK3135'3092, 4.5 FEET WEST OF A FENCE LINE, 29 FEET NORTHWEST OF A
 BK3135'POWER POLE, 158 FEET NORTH OF A FENCE CORNER, 1 FOOT NORTH
 BK3135'OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 BK3135'DAVIES 1931 1965.  PROJECTS 6-INCHES.
 BK3135'
 BK3135'REFERENCE MARK NO. 1 IS 83.01 FEET NORTHWEST OF THE STATION,
 BK3135'28 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF
 BK3135'RIGHT-OF-WAY FENCE LINE, 245 FEET NORTH OF THE CROSS ROAD,
 BK3135'1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 BK3135'DISK STAMPED DAVIES NO. 1 1931.  PROJECTS 3-INCHES.
 BK3135'
 BK3135'REFERENCE MARK NO. 3 IS 84.88 FEET SOUTHEAST OF STATION, 28
 BK3135'FEET EAST OF THE ROAD, 126 FEET NORTH OF THE CENTERLINE OF
 BK3135'THE CROSS ROAD, 1 FOOT WEST OF RIGHT-OF-WAY FENCE LINE, 1 FOOT
 BK3135'EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 BK3135'DAVIES NO. 3 1931 1965.  PROJECTS 6-INCHES.
 BK3135'
 BK3135'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 3
 BK3135'IS 120.00 FEET.
 BK3135'
 BK3135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BK3135'STATE HIGHWAY 14 IN LAKE CHARLES, GO SOUTH ON STATE HIGHWAY
 BK3135'14 FOR 4.75 MILES TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD
 BK3135'FOR 1.2 MILES TO A CROSS ROAD, TURN RIGHT AND GO WEST FOR 3.0
 BK3135'MILES TO A CROSS ROAD, TURN RIGHT AND GO NORTH FOR 30 YARDS
 BK3135'TO STATION ON THE LEFT.
 BK3135
 BK3135                          STATION RECOVERY (1967)
 BK3135
 BK3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 BK3135'THE STAMPING FOR REFERENCE MARK DAVIES NO. 3 1931 1965 CHANGED
 BK3135'TO DAVIES NO. 4 1931 1965.
 BK3135
 BK3135                          STATION RECOVERY (1967)
 BK3135
 BK3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 BK3135'THE STATION WAS VISITED 10-19-67 AND THE STATION, REFERENCE
 BK3135'MARK NO. 1, NO. 3 AND NO. 4 WERE FOUND IN GOOD CONDITION.
 BK3135'THE STATION MARK, REFERENCE MARK NO. 1 AND NO. 4 WERE REQUESTED
 BK3135'MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.  THE MARK WAS
 BK3135'MOVED BY ESTABLISHING A NEW STATION DAVIES 2 1967 4.188 METERS
 BK3135'AWAY FROM AND IN LINE WITH STATION PORT 1963.  REFERENCE
 BK3135'MARK NO. 3 WAS USED FOR THE NEW STATION.  REFERENCE MARK NO. 5
 BK3135'WAS ESTABLISHED AT THIS DATE.  THE DISKS FOR REFERENCE MARKS
 BK3135'NO. 1 AND 4 WERE RECLAIMED AT THIS DATE.  THE STATION SURFACE
 BK3135'MARK WAS DESTROYED AND THE DISK RECLAIMED.  THE UNDERGROUND
 BK3135'DISK WAS LEFT INTACT.
 BK3135'
 BK3135'SEE DESCRIPTION FOR DAVIES 2 1967
 BK3135'
 BK3135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 BK3135'SOUTH
 BK3135
 BK3135                          STATION RECOVERY (1997)
 BK3135
 BK3135'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3135'MARK NOT FOUND.
 BK3135
 BK3135                          STATION RECOVERY (2002)
 BK3135
 BK3135'RECOVERY NOTE BY US POWER SQUADRON 2002 (AB)
 BK3135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1646 ***********************************************************************
 BK1646  DESIGNATION -  DAVIES 2
 BK1646  PID         -  BK1646
 BK1646  STATE/COUNTY-  LA/CALCASIEU
 BK1646  USGS QUAD   -  LAKE CHARLES (1994)
 BK1646
 BK1646                         *CURRENT SURVEY CONTROL
 BK1646  ___________________________________________________________________
 BK1646* NAD 83(1992)-  30 08 23.42481(N)    093 13 56.51822(W)     ADJUSTED  
 BK1646* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK1646  **This station is located in a subsidence area (see below).
 BK1646  ___________________________________________________________________
 BK1646  X           -    -311,274.479 (meters)                     COMP
 BK1646  Y           -  -5,511,686.519 (meters)                     COMP
 BK1646  Z           -   3,183,777.498 (meters)                     COMP
 BK1646  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK1646  ELLIP HEIGHT-         -23.33  (meters)          (02/20/02) GPS OBS
 BK1646  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1646  DYNAMIC HT  -           4.1   (meters)      13.    (feet)  COMP
 BK1646  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 BK1646
 BK1646  HORZ ORDER  -  FIRST
 BK1646  VERT ORDER  -  THIRD (See Below)
 BK1646  ELLP ORDER  -  FOURTH    CLASS I
 BK1646
 BK1646.This mark is at Lake Charles Regional Airport (LCH)
 BK1646
 BK1646.The horizontal coordinates were established by classical geodetic methods
 BK1646.and adjusted by the National Geodetic Survey in January 1993..
 BK1646
 BK1646 ** The orthometric height has not been validated since last determined
 BK1646 ** by differential leveling and should not be used for control purposes.
 BK1646 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1646 ** area with valid NAVD 88 orthometric heights.
 BK1646 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1646 ** epoch indicated which incorporates improved geoid heights for the
 BK1646 ** Southern Louisiana Subsidence area.
 BK1646 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1646.The orthometric height was scaled from a topographic map.
 BK1646.The vertical order pertains to the first NAVD 88 superseded value.
 BK1646
 BK1646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1646
 BK1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1646
 BK1646.The ellipsoidal height was determined by GPS observations
 BK1646.and is referenced to NAD 83.
 BK1646
 BK1646.The geoid height was determined by GEOID03.
 BK1646
 BK1646.The dynamic height is computed by dividing the NAVD 88
 BK1646.geopotential number by the normal gravity value computed on the
 BK1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1646.degrees latitude (g = 980.6199 gals.).
 BK1646
 BK1646.The modeled gravity was interpolated from observed gravity values.
 BK1646
 BK1646;                    North         East     Units Scale Factor Converg.
 BK1646;SPC LA S     -   183,283.101   817,048.252   MT  0.99992867   -0 56 58.3
 BK1646;SPC LA S     -   601,321.31  2,680,599.14   sFT  0.99992867   -0 56 58.3
 BK1646;UTM  15      - 3,334,303.734   477,620.278   MT  0.99960618   -0 07 00.0
 BK1646
 BK1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1646!SPC LA S     -   1.00000366  x   0.99992867  =   0.99993233
 BK1646!UTM  15      -   1.00000366  x   0.99960618  =   0.99960984
 BK1646
 BK1646|---------------------------------------------------------------------|
 BK1646| PID    Reference Object                     Distance      Geod. Az  |
 BK1646|                                                           dddmmss.s |
 BK1646| BK3135 DAVIES                                4.189 METERS 09621     |
 BK1646| BK1641 PORT                                APPROX. 1.7 KM 0962100.6 |
 BK1646| BK1645 DAVIES 2 RM 5                        25.280 METERS 19829     |
 BK1646| BK1644 DAVIES RM 3                          50.719 METERS 19829     |
 BK1646|---------------------------------------------------------------------|
 BK1646
 BK1646                          SUPERSEDED SURVEY CONTROL
 BK1646
 BK1646  ELLIP H (01/21/93)  -23.19   (m)                       GP(       ) 4 2
 BK1646  NAD 83(1986)-  30 08 23.44745(N)    093 13 56.50954(W) AD(       ) 1
 BK1646  NAD 27      -  30 08 22.69705(N)    093 13 55.96455(W) AD(       ) 3
 BK1646  NAVD 88 (01/13/95)    4.09   (m)           13.4    (f) LEVELING    3  
 BK1646  NGVD 29 (??/??/??)    4.061  (m)           13.32   (f) ADJUSTED    1 2
 BK1646
 BK1646.Superseded values are not recommended for survey control.
 BK1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1646.See file dsdata.txt to determine how the superseded data were derived.
 BK1646
 BK1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7762034304(NAD 83)
 BK1646_MARKER: DS = TRIANGULATION STATION DISK
 BK1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1646_SP_SET: CONCRETE POST
 BK1646_STAMPING: DAVIES 2 1967
 BK1646_MARK LOGO: CGS   
 BK1646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1646+STABILITY: POSITION/ELEVATION WELL
 BK1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1646+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 BK1646
 BK1646  HISTORY     - Date     Condition        Report By
 BK1646  HISTORY     - 1967     MONUMENTED       CGS
 BK1646  HISTORY     - 1968     GOOD             CGS
 BK1646  HISTORY     - 1968     GOOD             LADTD
 BK1646  HISTORY     - 1972     GOOD             NGS
 BK1646  HISTORY     - 1982     GOOD             NGS
 BK1646  HISTORY     - 1987     GOOD             NGS
 BK1646  HISTORY     - 1987     GOOD             NGS
 BK1646  HISTORY     - 19901228 GOOD             VFM
 BK1646  HISTORY     - 19921015 GOOD             NOS
 BK1646  HISTORY     - 19970208 GOOD             USPSQD
 BK1646  HISTORY     - 20060623 GOOD             LA-019
 BK1646
 BK1646                          STATION DESCRIPTION
 BK1646
 BK1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 BK1646'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF LAKE CHARLES,
 BK1646'ACROSS THE CROSSROADS FROM THE NORTHWEST CORNER OF THE LAKE
 BK1646'CHARLES MUNICIPAL AIRPORT, AND ON LAND OWNED BY MRS. L. DAVIES.
 BK1646'IT IS 189 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 BK1646'ROAD, 43 FEET WEST OF THE CENTERLINE OF A NORTH SOUTH
 BK1646'ROAD, 137 FEET SOUTH OF A FENCE LINE, 164 FEET SOUTH OF
 BK1646'THE CENTER OF A METAL GATE, 130 FEET NORTH OF A CONCRETE
 BK1646'RIGHT-OF-WAY MARKER, 28 FEET NORTH OF A METAL GATE, AND
 BK1646'1 FOOT WEST OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 BK1646'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BK1646'INCHES.
 BK1646'
 BK1646'REFERENCE MARK NO. 3 IS 166.40 FEET SOUTH-SOUTHWEST OF THE
 BK1646'STATION 97 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 BK1646'ROAD, 34 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 BK1646'3 FEET NORTH OF A FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS
 BK1646'POST.  IT IS A STANDARD DISK STAMPED DAVIES NO 3 1931.
 BK1646'
 BK1646'REFERENCE MARK NO. 5 IS 83.48 FEET SSW OF THE STATION AND
 BK1646'IN LINE WITH NO. 3 AND THE STATION.  IT IS 112 FEET N. OF
 BK1646'THE CENTER OF AND EAST-WEST ROAD, 71 FEET WEST OF THE CENTERLINE
 BK1646'OF THE NORTH-SOUTH ROAD, 1.5 FEET WEST OF A METAL WITNESS
 BK1646'POST AND 32 FEET WEST OF A FENCE LINE.  IT IS A REFERENCE
 BK1646'MARK DISK STAMPED DAVIES 2 NO 5 1967, PROJECTING 4 INCHES.
 BK1646'
 BK1646'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION AT THIS
 BK1646'DATE.  TRIANGULATION STATION PORT 1963 IS VISIBLE FROM THE
 BK1646'STATION AT GROUND LEVEL.  THE LAKE CHARLES MUNICIPAL AIRPORT
 BK1646'CONTROL TOWER IS VISIBLE FROM THE STATION.  BOTH OF THESE
 BK1646'STATIONS CAN BE USED AS AN AZIMUTH.
 BK1646'
 BK1646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 BK1646'AND STATE HIGHWAY 14 IN LAKE CHARLES GO SOUTH ON STATE HIGHWAY
 BK1646'14 FOR 4.75 MILES TO A CROSSROADS.  CONTINUE SOUTH FOR 1.2
 BK1646'MILES TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 3.0 MILES
 BK1646'TO A CROSSROAD, TURN RIGHT FOR ABOUT 30 YARDS TO THE STATION
 BK1646'ON THE LEFT.
 BK1646
 BK1646                          STATION RECOVERY (1968)
 BK1646
 BK1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DT)
 BK1646'THE STATION WAS VISITED AUGUST 26, 1968 AND THE STATION
 BK1646'MARK, REFERENCE MARK, NO. 3, NO. 5, AZIMUTH MARK AND ALL
 BK1646'WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK1646'
 BK1646'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF LAKE CHARLES
 BK1646'AND 7-1/2 MILES NORTH OF GRAND LAKE, IN THE SOUTHEAST, 1/4
 BK1646'OF SECTION 36, T10S, R8W, AND ON PROPERTY OWNED BY MR. D.M.
 BK1646'DAVIES.  IT IS 44-1/2 FEET WEST OF THE CENTERLINE OF LAKE
 BK1646'STREET, 3 FEET WEST OF THE RIGHT OF WAY FENCE, 33 FEET NORTHWEST
 BK1646'OF THE NORTH END OF A CORRUGATED METAL PIPE SIDE DRAIN,
 BK1646'1.1 FEET NORTHWEST OF A STEEL WITNESS POST, 79 FEET SOUTHWEST
 BK1646'OF THE SECOND POWER POLE NORTH OF THE INTERSECTION.
 BK1646'
 BK1646'IT IS A STANDARD TRIANGULATION DISK, STAMPED DAVIES 2 1967
 BK1646'PROJECTING 3 INCHES.
 BK1646'
 BK1646'REFERENCE MARK NO. 3 IS 166.4 FEET SOUTHWEST OF THE STATION.
 BK1646'IT IS 99 FEET FROM THE CENTERLINE OF LAKE STREET GOING NORTH,
 BK1646'103 FEET FROM THE CENTERLINE OF THE INTERSECTION OF LAKE
 BK1646'STREET AND GAUTHIER ROAD AND 3092, 33 FEET NORTH OF THE
 BK1646'CENTERLINE OF GAUTHIER ROAD, 3 FEET NORTH OF A 4 STRAND
 BK1646'BARBED WIRE FENCE, 0.8 FEET NORTHEAST OF A STEEL WITNESS
 BK1646'POST.  IT IS A STANDARD DISK, STAMPED DAVIES R.M. NO. 3
 BK1646'1955, PROJECTING 0 INCHES.
 BK1646'
 BK1646'REFERENCE MARK NO. 5 IS 82.8 FEET SOUTHWEST OF THE STATION.
 BK1646'IT IS 70 FEET WEST OF LAKE STREET, 133 FEET NORTHWEST OF
 BK1646'THE CENTERLINE OF THE INTERSECTION, 61 FEET NORTHWEST OF
 BK1646'A POWER POLE IN THE INTERSECTION, 31.4 FEET EAST OF A STEEL
 BK1646'WITNESS POST, 1 FOOT ABOVE ROADWAY SET IN A CONCRETE POST.
 BK1646'IT IS A STANDARD REFERENCE MARK DISK STAMPED DAVIES 2 NO.
 BK1646'5 1967, PROJECTING 0 INCHES.
 BK1646'
 BK1646'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 5 IS 83.6
 BK1646'FEET.
 BK1646'
 BK1646'THE AZIMUTH MARK IS 1 MILE SOUTHEAST OF THE STATION.  IT
 BK1646'IS STATION PORT.  IT IS A
 BK1646'STANDARD TRIANGULATION MARK DISK, STAMPED PORT 1963, PROJECTING
 BK1646'0 INCHES.
 BK1646'
 BK1646'TO REACH THE STATION FROM THE COURTHOUSE AT LAKE CHARLES,
 BK1646'GO 1.9 MILES SOUTH ALONG RYAN STREET TO PRIEN LAKE ROAD,
 BK1646'THENCE 0.9 MILES WEST ALONG PRIEN LAKE ROAD TO LAKE STREET,
 BK1646'THENCE 4.1 MILES SOUTH ALONG LAKE STREET TO THE MARKER ON
 BK1646'THE RIGHT IN THE NORTHWEST QUADRANT OF THE JUNCTION OF LAKE
 BK1646'STREET AND GAUTHIER ROAD.
 BK1646
 BK1646                          STATION RECOVERY (1968)
 BK1646
 BK1646'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK1646'6.9 MI SW FROM LAKE CHARLES.
 BK1646'ABOUT 1.9 MILES SOUTH ALONG RYAN STREET FROM THE COURTHOUSE AT LAKE
 BK1646'CHARLES, THENCE 0.9 MILES WEST ALONG WEST PRIEN LAKE ROAD, THENCE 4.1
 BK1646'MILES SOUTH ALONG LAKE STREET, LOCATED IN THE NORTHWEST QUADRANT OF
 BK1646'LAKE STREET LEADING NORTH, STATE ROUTE 3092 LEADING EAST AND GAUTHIER
 BK1646'ROAD LEADING WEST AND A PAVED ROAD LEADING SOUTH, 44.5 FEET WEST OF
 BK1646'THE CENTERLINE OF LAKE STREET, 3 FEET WEST OF A RIGHT OF WAY FENCE, 33
 BK1646'FEET NORTHWEST OF THE NORTH END OF A CORRUGATED METAL PIPE SIDE DRAIN,
 BK1646'1.1 FEET NORTHWEST OF A STEEL WITNESS POST, 79 FEET SOUTHWEST OF THE
 BK1646'SECOND POWER POLE FROM THE INTERSECTION, 82.8 FEET NORTHEAST OF
 BK1646'REFERENCE MARK STAMPED DAVIES 2 NO. 5 1967, ABOUT LEVEL WITH THE
 BK1646'ROADWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1646
 BK1646                          STATION RECOVERY (1972)
 BK1646
 BK1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 BK1646'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 BK1646'AS DESCRIBED IN 1968.
 BK1646
 BK1646                          STATION RECOVERY (1982)
 BK1646
 BK1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK1646'RECOVERED IN GOOD CONDITION.
 BK1646
 BK1646                          STATION RECOVERY (1987)
 BK1646
 BK1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BK1646'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK1646'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND WAS USED FOR
 BK1646'GPS OBSERVATIONS.
 BK1646'
 BK1646'THE STATION IS LOCATED ABOUT 6 KM (6 MI) SOUTH OF LAKE CHARLES AND
 BK1646'AT THE LAKE CHARLES MUNICIPAL AIRPORT.
 BK1646'OWNERSHIP--LAKE CHARLES MUNICIPAL AIRPORT AUTHORITY, P.O. BOX 5866,
 BK1646'LAKE CHARLES, LA.,PHONE 318-477-6051.
 BK1646'
 BK1646'TO REACH THE STATION FROM THE JUNCTION OF I-210 LOOP AND LAKE
 BK1646'STREET WHICH IS 1.1 KM (0.7 MI) WEST OF STATE HIGHWAY 385 (RYAN
 BK1646'STREET) IN THE SOUTHEAST SECTION OF LAKE CHARLES, GO SOUTH ON LAKE
 BK1646'STREET FOR 6.6 KM (4.1 MI) TO THE STATION ON RIGHT IN THE NORTHWEST
 BK1646'QUADRANT OF THE JUNCTION OF LAKE STREET AND GAYTHIER ROAD.
 BK1646'
 BK1646'THE STATION IS A STANDARD NGS DISK
 BK1646'STAMPED---DAVIES 2 1967---,
 BK1646'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1646'30 CM IN DIAMETER PROJECTING 8 CM ABOVE GROUND.  LOCATED
 BK1646'24.08 METERS (79.0 FT) SOUTH FROM A UTILITY POLE,
 BK1646'13.26 METERS (43.5 FT) WEST FROM THE CENTER OF LAKE STREET,
 BK1646'3.96 METERS (13.0 FT) NORTH FROM THE NORTH END OF A METAL GATE,
 BK1646'0.82 METER (2.7 FT) WEST FROM A NORTH-SOUTH FENCE LINE AND
 BK1646'0.4 METER (1.3 FT) SOUTH FROM A METAL WITNESS POST.
 BK1646'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK1646'STAMPED---DAVIES 2 1967---,
 BK1646'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK1646'
 BK1646'DESCRIBED BY BW.
 BK1646
 BK1646                          STATION RECOVERY (1987)
 BK1646
 BK1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 BK1646'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK1646'THE OTHER MARKS WERE NOT CHECKED AT THIS TIME.
 BK1646'
 BK1646'THE STATION IS LOCATED IN A VACANT FIELD BEING CLEARED BY THE LAKE
 BK1646'CHARLES AIRPORT AUTHORITY.
 BK1646'OWNERSHIP--LAKE CHARLES MUNICIPAL AIRPORT, C/O AIRPORT MANAGER GENE
 BK1646'GUIDEY, PO BOX 5866, LAKE CHARLES, LA.  70606  PHONE 318-477-6051.
 BK1646'
 BK1646'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK1646'AND LAKE STREET (EXIT 5), GO SOUTH FOR 3.1 KM (1.9 MI) ON LAKE
 BK1646'STREET TO A CROSS STREET (STATE HIGHWAY 384, COUNTRY CLUB ROAD).
 BK1646'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.2 KM (2 MI) ON LAKE
 BK1646'STREET TO THE STATION ON THE RIGHT JUST BEFORE REACHING A CROSSROAD
 BK1646'(GAUTHIER ROAD).
 BK1646'
 BK1646'THE STATION IS A STANDARD NGS DISK
 BK1646'STAMPED---DAVIES 2 1967---,
 BK1646'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1646'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 BK1646'13.4 METERS (44 FT) WEST FROM THE CENTER OF LAKE STREET,
 BK1646'58.4 METERS (191.5 FT) NORTH FROM THE CENTER OF GAUTHIER ROAD,
 BK1646'0.9 METERS (3 FT) WEST FROM A BARBED WIRE FENCE,
 BK1646'0.4 METERS (1.5 FT) SOUTH FROM A METAL WITNESS POST,
 BK1646'9.6 METERS (31.5 FT) NORTH FROM A METAL GATE HINGEPOST AND
 BK1646'24.1 METERS (79 FT) SOUTH FROM A UTILITY POLE.
 BK1646'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK1646'STAMPED---DAVIES 2 1967---,
 BK1646'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK1646
 BK1646                          STATION RECOVERY (1990)
 BK1646
 BK1646'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK1646'RECOVERED AS DESCRIBED
 BK1646
 BK1646                          STATION RECOVERY (1992)
 BK1646
 BK1646'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BK1646'RECOVERED IN GOOD CONDITION.
 BK1646
 BK1646                          STATION RECOVERY (1997)
 BK1646
 BK1646'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1646'RECOVERED IN GOOD CONDITION.
 BK1646
 BK1646                          STATION RECOVERY (2006)
 BK1646
 BK1646'RECOVERY NOTE BY CALCASIEU PARISH LOUISIANA 2006 (AM)
 BK1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0337 ***********************************************************************
 AU0337  DESIGNATION -  DAVIS
 AU0337  PID         -  AU0337
 AU0337  STATE/COUNTY-  LA/ST CHARLES
 AU0337  USGS QUAD   -  LULING (1992)
 AU0337
 AU0337                         *CURRENT SURVEY CONTROL
 AU0337  ___________________________________________________________________
 AU0337* NAD 83(1992)-  29 55 40.97850(N)    090 20 11.08000(W)     ADJUSTED  
 AU0337* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU0337  **This station is located in a subsidence area (see below).
 AU0337  ___________________________________________________________________
 AU0337  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU0337  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU0337  DYNAMIC HT  -           3.1   (meters)      10.    (feet)  COMP
 AU0337  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 AU0337
 AU0337  HORZ ORDER  -  FIRST
 AU0337  VERT ORDER  -  THIRD (See Below)
 AU0337
 AU0337.The horizontal coordinates were established by classical geodetic methods
 AU0337.and adjusted by the National Geodetic Survey in January 1993..
 AU0337
 AU0337 ** The orthometric height has not been validated since last determined
 AU0337 ** by differential leveling and should not be used for control purposes.
 AU0337 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0337 ** area with valid NAVD 88 orthometric heights.
 AU0337 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0337 ** epoch indicated which incorporates improved geoid heights for the
 AU0337 ** Southern Louisiana Subsidence area.
 AU0337 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0337.The orthometric height was scaled from a topographic map.
 AU0337.The vertical order pertains to the first NAVD 88 superseded value.
 AU0337
 AU0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0337
 AU0337.The geoid height was determined by GEOID03.
 AU0337
 AU0337.The dynamic height is computed by dividing the NAVD 88
 AU0337.geopotential number by the normal gravity value computed on the
 AU0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0337.degrees latitude (g = 980.6199 gals.).
 AU0337
 AU0337.The modeled gravity was interpolated from observed gravity values.
 AU0337
 AU0337;                    North         East     Units Scale Factor Converg.
 AU0337;SPC LA S     -   158,709.859 1,096,250.345   MT  0.99992655   +0 29 54.5
 AU0337;SPC LA S     -   520,700.60  3,596,614.67   sFT  0.99992655   +0 29 54.5
 AU0337;UTM  15      - 3,313,795.942   757,128.948   MT  1.00041580   +1 19 46.7
 AU0337
 AU0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0337!SPC LA S     -   1.00000359  x   0.99992655  =   0.99993014
 AU0337!UTM  15      -   1.00000359  x   1.00041580  =   1.00041939
 AU0337
 AU0337|---------------------------------------------------------------------|
 AU0337| PID    Reference Object                     Distance      Geod. Az  |
 AU0337|                                                           dddmmss.s |
 AU0337| AU0338 DAVIS RM 2                           24.510 METERS 01106     |
 AU0337| AU2856 CITIES SERVICE CO CONCRETE STK      APPROX. 1.8 KM 0313919.0 |
 AU0337| AU2857 KENNER LOUISIANA BOX CO TANK        APPROX. 8.9 KM 0534131.2 |
 AU0337| AU0336 DAVIS RM 4                           22.840 METERS 08711     |
 AU0337| AU2893 STACK RED BRICK                     APPROX. 4.1 KM 2693759.8 |
 AU0337| DD6570 DAVIS RM 1                          257.000 METERS 32151     |
 AU0337| AU2874 WEIL RESET                          276.450 METERS 32626     |
 AU0337|---------------------------------------------------------------------|
 AU0337
 AU0337                          SUPERSEDED SURVEY CONTROL
 AU0337
 AU0337  NAD 83(1986)-  29 55 40.99477(N)    090 20 11.07998(W) AD(       ) 1
 AU0337  NAD 27      -  29 55 40.25560(N)    090 20 10.79322(W) AD(       ) 1
 AU0337  NAVD 88 (06/15/91)    3.186  (m)           10.45   (f) UNKNOWN     1 1
 AU0337  NGVD 29 (??/??/??)    3.217  (m)           10.55   (f) ADJUSTED    1 1
 AU0337
 AU0337.Superseded values are not recommended for survey control.
 AU0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0337.See file dsdata.txt to determine how the superseded data were derived.
 AU0337
 AU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5712913796(NAD 83)
 AU0337_MARKER: DS = TRIANGULATION STATION DISK
 AU0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0337_STAMPING: DAVIS 1930
 AU0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0337+STABILITY: SURFACE MOTION
 AU0337
 AU0337  HISTORY     - Date     Condition        Report By
 AU0337  HISTORY     - 1930     MONUMENTED       CGS
 AU0337  HISTORY     - 1937     GOOD             LAGS
 AU0337  HISTORY     - 1955     GOOD             CGS
 AU0337  HISTORY     - 1964     GOOD             CGS
 AU0337  HISTORY     - 1972     GOOD             NGS
 AU0337  HISTORY     - 1977     GOOD             NGS
 AU0337  HISTORY     - 19941122 MARK NOT FOUND   NGS
 AU0337
 AU0337                          STATION DESCRIPTION
 AU0337
 AU0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 AU0337'STATION IS ABOUT 3 MILES E OF TOWN OF LULING, ABOUT 300 METERS
 AU0337'(984 FEET) BACK FROM LEVEE, 35.4 METERS (116 FEET) N OF N RAIL
 AU0337'OF THE TEXAS AND PACIFIC RAILWAY, 79.2 METERS (260 FEET) NW
 AU0337'OF NW CORNER OF BLOCK SIGNAL AT E END OF RAILROAD CURVE AND 195
 AU0337'METERS (640 FEET) S OF 60-INCH LIVE OAK TREE.
 AU0337'
 AU0337'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU0337'DISKS SET IN CONCRETE.
 AU0337'
 AU0337'REFERENCE MARK NO. 1 IS 8.3 METERS (27 FEET) S OF CENTER LINE
 AU0337'OF HIGHWAY 30, 1.4 METERS (4.6 FEET) S OF WIRE FENCE ALONG S
 AU0337'SIDE OF ROAD, 1.8 METERS (6 FEET) E OF N GATEPOST, 7.6 METERS
 AU0337'(25 FEET) N OF CENTER OF NARROW BRIDGE JUST INSIDE GATE, 10.7
 AU0337'METERS (35 FEET) N OF PICKET FENCE AROUND TENANT HOUSE, AND 257
 AU0337'METERS (843 FEET) FROM STATION N 38 DEG 09 MIN E.
 AU0337'
 AU0337'REFERENCE MARK NO. 2 IS 4.3 METERS (14 FEET) N OF E AND W
 AU0337'DRAINAGE DITCH WHICH RUNS THROUGH SMALL LEVEE ALONG W SIDE OF
 AU0337'POND FORMED WHEN THE LEVEE BROKE IN THE VICINITY IN 1927, AND
 AU0337'24.6 METERS (81 FEET) FROM STATION N 11 DEH 03 MIN E.
 AU0337
 AU0337                          STATION RECOVERY (1937)
 AU0337
 AU0337'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 AU0337'RECOVERED AS DESCRIBED.
 AU0337
 AU0337                          STATION RECOVERY (1955)
 AU0337
 AU0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU0337'THE STATION WAS VISITED.  THE STATION MARK AND REFERENCE MARK 2
 AU0337'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS DESTROYED WHEN
 AU0337'THE LEVEE WAS MOVED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 AU0337'DATE.  THE ORIGINAL DESCRIPTION IS INADEQUATE.  THE STATION IS
 AU0337'1.7 MI. E OF LULING NOT 3 MI. AS STATED, THE BLOCK SIGNAL AT THE
 AU0337'E END OF THE CURVE ON THE TEXAS AND PACIFIC RAILWAY TRACKS HAS
 AU0337'BEEN TAKEN DOWN, AND THE 60-IN. OAK TREE MENTIONED WAS NOT FOUND.
 AU0337'A NEW DESCRIPTION FOLLOWS--
 AU0337'
 AU0337'THE STATION IS LOCATED 1.7 MI. E ALONG STATE HIGHWAY 18 FROM
 AU0337'THE FERRY CROSSING IN LULING, ON THE OLD DAVIS PLANTATION,
 AU0337'BETWEEN THE HIGHWAY AND THE TEXAS AND PACIFIC RAILWAY TRACK, AND
 AU0337'ABOUT 0.25 MI. E OF THE LONE STAR FARM.  IT IS IN A
 AU0337'DENSE-TIMBERED AREA E OF A PIPELINE RIGHT-OF-WAY, CUT IN THE
 AU0337'TIMBER BETWEEN THE HIGHWAY AND THE TRACKS.  IT IS 116 FT. N OF
 AU0337'THE N RAIL OF THE TRACKS AT THE E END OF A LONG CURVE, THE
 AU0337'FIRST CURVE E OF LULING, 60 FT. E OF THE E EDGE OF THE PIPELINE
 AU0337'RIGHT-OF-WAY, 100 FT. SW OF A SMALL POND, 33 FT. S-SE OF
 AU0337'A DITCH LEADING SW FROM THE POND TO THE TRACKS, AND 58
 AU0337'FT. SW OF A SMALL LEVEE WHICH IS SW OF THE POND.  IT IS E
 AU0337'OF THE SECOND POLE N OF THE TRACK.  IT IS A STANDARD DISK,
 AU0337'STAMPED DAVIS 1929 AND PROJECTING 3 IN.
 AU0337'
 AU0337'REFERENCE MARK 2 IS 80.48 FT. N-NE OF THE STATION, AT THE
 AU0337'INTERSECTION OF THE SMALL LEVEE AND THE DITCH MENTIONED ABOVE,
 AU0337'AND 100 FT. E OF THE E EDGE OF THE PIPELINE RIGHT-OF-WAY.
 AU0337'IT IS A STANDARD DISK, STAMPED DAVIS NO 2 1929 AND PROJECTING
 AU0337'2 IN.
 AU0337'
 AU0337'REFERENCE MARK 3 IS 76.08 FT. E OF THE STATION, ON THE TOP OF A
 AU0337'SMALL LEVEE, S OF THE S EDGE OF A POND, AND AT A POINT WHERE
 AU0337'THE LEVEE MAKES A TURN TO THE E.  IT IS A STANDARD DISK, STAMPED
 AU0337'DAVIS NO 3 1929 AND WELDED ON THE TOP OF A 3-IN. IRON PIPE
 AU0337'PROJECTING 3 FT. ABOVE THE GROUND.
 AU0337'
 AU0337'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 18 AND PAUL
 AU0337'MAILLEARD ROAD IN LULING (E APPROACH TO THE LULING FERRY), GO
 AU0337'E ON STATE HIGHWAY 18 FOR 1.75 MI. TO A UNITED GAS METER STATION ON
 AU0337'THE RIGHT, TURN RIGHT PASSING TO THE LEFT OF A FENCED-IN AREA
 AU0337'AND FOLLOW THE PIPELINE (A CLEARED RIGHT-OF-WAY) AND TELEPHONE
 AU0337'POLES TO A SMALL LEVEE CROSSING THE RIGHT-OF-WAY, TURN LEFT AND
 AU0337'FOLLOW ALONG THE TOP OF THE LEVEE TO ITS JUNCTION WITH A DITCH
 AU0337'AND REFERENCE MARK 2.  THE STATION IS 80.5 FT. S-SW OF THIS
 AU0337'MARK.
 AU0337
 AU0337                          STATION RECOVERY (1964)
 AU0337
 AU0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AU0337'1.55 MI E FROM LULING.
 AU0337'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 AU0337'LULING, THENCE ABOUT 0.1 MILE SOUTH ALONG A PIPELINE RIGHT-OF-WAY, SET
 AU0337'IN A DENSE TIMBER AREA BETWEEN THE HIGHWAY AND THE TEXAS AND PACIFIC
 AU0337'RAILWAY, 116 FEET NORTH OF THE NORTH RAIL, 34 FEET EAST OF THE EAST
 AU0337'EDGE OF THE PIPELINE RIGHT-OF-WAY, 33 FEET SOUTH-SOUTHEAST OF A DITCH
 AU0337'LEADING SOUTHWEST FROM A POND, 1 1/2 FEET EAST OF A METAL WITNESS POST
 AU0337'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AU0337
 AU0337                          STATION RECOVERY (1972)
 AU0337
 AU0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU0337'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO
 AU0337'BE IN GOOD CONDITION.  A REFERENCE MARK 4 WAS ESTABLISHED AT
 AU0337'THIS TIME.  A DIFFERENCE OF 0.020 METERS LESS TO REFERENCE MARK
 AU0337'2 WAS CONFIRMED.
 AU0337'
 AU0337'DUE TO SOME CHANGES A NEW DESCRIPTION FOLLOWS.
 AU0337'
 AU0337'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF KENNER,
 AU0337'1-1/2 MILES EAST OF LULING AND 1/4 MILES SOUTH OF THE MISSISSIPPI
 AU0337'RIVER ON THE OLD DAVIS PLANTATION, LEASED BY MR. HARRY C. POST,
 AU0337'7101 RIVER ROAD, WAGGAMAN, LOUISIANA.
 AU0337'
 AU0337'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 AU0337'STATE HIGHWAY 52 IN LULING, GO EAST ON STATE HIGHWAY 18 FOR
 AU0337'1.75 MILES TO A UNITED GAS METER STATION ON THE RIGHT AND A
 AU0337'SHELL DRIVEWAY JUST EAST OF THE FENCED ENCLOSURE OF THE GAS
 AU0337'METER STATION.  TURN RIGHT AND GO SOUTH, ALONG THE EAST SIDE
 AU0337'OF THE WIRE FENCE LINE, ON A TRACK ROAD FOR 0.15 MILE TO THE
 AU0337'STATION ON THE LEFT ABOUT 130 FEET EAST OF THE EAST EDGE OF THE
 AU0337'CLEARING FOR A PIPELINE.
 AU0337'
 AU0337'THE STATION MARKS ARE STANDARD DISKS STAMPED DAVIS 1930.  THE
 AU0337'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AU0337'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AU0337'IT IS 116 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 48 FEET
 AU0337'SOUTH OF A 16-INCH LIVE OAK TREE AND 10 FEET NORTH-NORTHWEST OF
 AU0337'A 10-INCH WHITE OAK TREE.  THE UNDERGROUND MARK IS ASSUMED TO
 AU0337'BE AS PREVIOUSLY DESCRIBED.
 AU0337'
 AU0337'REFERENCE MARK 2, A STANDARD DISK STAMPED DAVIS NO 2 1930,
 AU0337'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AU0337'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 22
 AU0337'FEET EAST OF AN 18-INCH ELM TREE AND 16 FEET WEST OF A 14-INCH
 AU0337'ELM TREE.
 AU0337'
 AU0337'REFERENCE MARK 4, A STANDARD DISK STAMPED DAVIS NO 4 1930 1972, IS
 AU0337'CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE FILLED WITH
 AU0337'CONCRETE THAT PROJECTS 20 INCHES ABOVE THE SURFACE OF THE GROUND.
 AU0337'IT IS 18 FEET WEST OF A 24-INCH ELM TREE, 9 FEET SOUTHEAST OF A
 AU0337'14-INCH ELM TREE AND 5 FEET NORTH OF A 4-INCH OAK TREE.
 AU0337'
 AU0337'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 AU0337'
 AU0337'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 AU0337'
 AU0337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 AU0337'EAST OF LULING.
 AU0337
 AU0337                          STATION RECOVERY (1977)
 AU0337
 AU0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0337'1.65 MILES EAST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF STATE
 AU0337'HIGHWAY 52 AT LULING, THENCE 0.1 MILE SOUTH ALONG A PIPE LINE RIGHT
 AU0337'OF WAY SET IN A DENSE TIMBER AREA BETWEEN THE HIGHWAY AND THE TEXAS
 AU0337'AN PACIFIC RAILROAD, 116 FT. NORTH OF THE NORTH RAIL OF THE NORTHERN
 AU0337'MOST TRACK, 81 FT. EAST OF THE EAST EDGE OF THE PIPE LINE RIGHT OF
 AU0337'WAY, 33 FT. SOUTH-SOUTHEAST OF A DITCH LEADING SOUTHWEST FROM A POND.
 AU0337
 AU0337                          STATION RECOVERY (1994)
 AU0337
 AU0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0337'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3139 ***********************************************************************
 CP3139  DESIGNATION -  DAW
 CP3139  PID         -  CP3139
 CP3139  STATE/COUNTY-  LA/OUACHITA
 CP3139  USGS QUAD   -  SWARTZ (1994)
 CP3139
 CP3139                         *CURRENT SURVEY CONTROL
 CP3139  ___________________________________________________________________
 CP3139* NAD 83(1992)-  32 37 12.88237(N)    091 56 14.82175(W)     ADJUSTED  
 CP3139* NAVD 88     -        38.63   (+/-2cm)     126.7    (feet)  VERTCON   
 CP3139  ___________________________________________________________________
 CP3139  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CP3139  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3139
 CP3139  HORZ ORDER  -  FIRST
 CP3139  VERT ORDER  -  THIRD ? (See Below)
 CP3139
 CP3139.The horizontal coordinates were established by classical geodetic methods
 CP3139.and adjusted by the National Geodetic Survey in January 1993..
 CP3139
 CP3139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3139.The vertical order pertains to the NGVD 29 superseded value.
 CP3139
 CP3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3139
 CP3139.The geoid height was determined by GEOID03.
 CP3139
 CP3139;                    North         East     Units Scale Factor Converg.
 CP3139;SPC LA N     -   235,225.912 1,052,795.340   MT  0.99998974   +0 17 50.7
 CP3139;SPC LA N     -   771,737.01  3,454,046.04   sFT  0.99998974   +0 17 50.7
 CP3139;UTM  15      - 3,609,686.868   599,684.395   MT  0.99972253   +0 34 22.2
 CP3139
 CP3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3139!SPC LA N     -   0.99999800  x   0.99998974  =   0.99998774
 CP3139!UTM  15      -   0.99999800  x   0.99972253  =   0.99972054
 CP3139
 CP3139:                Primary Azimuth Mark                     Grid Az
 CP3139:SPC LA N     -  DAW AZ MK                                019 42 02.6
 CP3139:UTM  15      -  DAW AZ MK                                019 25 31.1
 CP3139
 CP3139|---------------------------------------------------------------------|
 CP3139| PID    Reference Object                     Distance      Geod. Az  |
 CP3139|                                                           dddmmss.s |
 CP3139| CY4218 DAW AZ MK                                          0195953.3 |
 CP3139| CP3148 MER ROUGE MUNICIPAL TANK            APPROX.22.0 KM 0375611.4 |
 CP3139| CP3129 COLLINSTON MUNICIPAL TANK           APPROX. 9.9 KM 0391638.6 |
 CP3139| CP3041 FORT WORTH ATLANTA AWY BCN 32       APPROX.16.1 KM 1520609.7 |
 CP3139| CP3138 DAW RM 3                             25.265 METERS 18226     |
 CP3139| CY4220 DAW RM 1                             53.803 METERS 19725     |
 CP3139| CY4219 DAW AZ MK 2                                        2020334.2 |
 CP3139| CY4221 DAW RM 2                             88.697 METERS 24602     |
 CP3139|---------------------------------------------------------------------|
 CP3139
 CP3139                          SUPERSEDED SURVEY CONTROL
 CP3139
 CP3139  NAD 83(1986)-  32 37 12.89515(N)    091 56 14.81402(W) AD(       ) 1
 CP3139  NAD 27      -  32 37 12.39400(N)    091 56 14.34800(W) AD(       ) 1
 CP3139  NGVD 29 (07/19/86)   38.69   (m)          126.9    (f) LEVELING    3  
 CP3139
 CP3139.Superseded values are not recommended for survey control.
 CP3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3139.See file dsdata.txt to determine how the superseded data were derived.
 CP3139
 CP3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9968409687(NAD 83)
 CP3139_MARKER: DS = TRIANGULATION STATION DISK
 CP3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3139
 CP3139  HISTORY     - Date     Condition        Report By
 CP3139  HISTORY     - 1939     MONUMENTED       CGS
 CP3139  HISTORY     - 1952     GOOD             CGS
 CP3139  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CP3139
 CP3139                          STATION DESCRIPTION
 CP3139
 CP3139'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3139'STATION IS LOCATED 11.4 MILES S OF BASTROP BY ROAD ON W SIDE
 CP3139'OF OLD U.S. HIGHWAY 165, IN UNFENCED IDLE GROUND, CLEARED,
 CP3139'BELONGING TO J.D. DAWKINS OF MONROE, 0.1 MILE N OF JUNCTION
 CP3139'OF OLD U.S. HIGHWAY 165 AND OAK RIDGE ROAD.  TWO SMALL STORES
 CP3139'ON OPPOSITE SIDES OF HIGHWAY AT JUNCTION.
 CP3139'
 CP3139'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3139'BRONZE DISKS SET IN CONCRETE.
 CP3139'
 CP3139'MARK PROJECTING 4 INCHES, STAMPED DAW 1939, IS
 CP3139'SET 72 FEET W OF CENTER LINE OF OLD U.S. HIGHWAY 165, GRAVELED
 CP3139'ROAD, 148 FEET N OF E-W GRAVELED ROAD, IN OPEN FIELD.
 CP3139'
 CP3139'TO REACH FROM NW CORNER OF SQUARE IN BASTROP, DRIVE S ON
 CP3139'PAVED STREET ALONG W SIDE OF COURTHOUSE, OLD U.S. HIGHWAY
 CP3139'165 FOR 11.4 MILES TO STATION ON W SIDE OF HIGHWAY.  HIGHWAY
 CP3139'IS GRAVELED AFTER LEAVING CITY LIMITS.
 CP3139'
 CP3139'REFERENCE MARK NO. 1 PROJECTING ABOUT 6 INCHES, STAMPED
 CP3139'DAW NO. 1 1939.  SET 75 FEET W OF CENTER LINE OF OLD U.S.
 CP3139'HIGHWAY 165, 28 FEET S OF CENTER LINE OF E-W GRAVELED ROAD,
 CP3139'8 FEET S OF NE FENCE CORNER, 1 FOOT E OF N-S FENCE.  REFERENCE
 CP3139'MARK NO. 2 PROJECTING 6 INCHES, STAMPED DAW NO. 2 1939, SET
 CP3139'IN OPEN FIELD.  IT IS 22 FEET N OF CENTER LINE OF E-W GRAVELED
 CP3139'ROAD, 36 FEET N OF A 30-INCH PINE TREE ON S SIDE OF ROAD.
 CP3139'
 CP3139'AZIMUTH MARK PROJECTING 6 INCHES IS STAMPED DAW 1939.  SET
 CP3139'35 FEET W OF CENTER LINE OF OLD U.S. HIGHWAY 165.  FROM
 CP3139'STATION, DRIVE N ON OLD U.S. HIGHWAY 165 FOR 0.3 MILE TO
 CP3139'MARK ON W SIDE OF ROAD.
 CP3139'
 CP3139'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CP3139
 CP3139                          STATION RECOVERY (1952)
 CP3139
 CP3139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP3139'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 CP3139'CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND AFTER AN
 CP3139'EXTENSIVE SEARCH.  A NEW DESCRIPTION FOLLOWS.
 CP3139'
 CP3139'THE STATION IS 13 MILES NORTHEAST OF MONROE, 11 MILES SOUTH
 CP3139'OF BASTROP AND ON LAND OWNED BY J.D. DAWKINS, 272 FEET NORTH
 CP3139'OF THE CENTER OF A GRAVELED ROAD, 71 FEET WEST OF THE CENTER
 CP3139'OF STATE HIGHWAY 14, AND 31.5 FEET SOUTH OF A TELEPHONE POLE.
 CP3139'
 CP3139'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CP3139'80 AND 165 IN THE NORTHEAST PART OF MONROE, GO EAST ON U.S.
 CP3139'HIGHWAY 80 FOR 2.9 MILES TO THE JUNCTION OF STATE HIGHWAY
 CP3139'14 ON THE LEFT, (FORMERLY U.S. HIGHWAY 165) TURN LEFT (NORTHEAST)
 CP3139'AND FOLLOW THE STATE HIGHWAY FOR 8.55 MILES TO THE AZIMUTH
 CP3139'MARK ON THE RIGHT, CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO
 CP3139'THE STATION ON THE LEFT.
 CP3139'
 CP3139'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CP3139'DAW 1939.
 CP3139'
 CP3139'REFERENCE MARK 1 IS 75 FEET WEST OF THE CENTER OF THE HIGHWAY,
 CP3139'26 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND 6
 CP3139'FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES
 CP3139'AND THE DISK IS STAMPED DAW NO 1 1939.
 CP3139'
 CP3139'REFERENCE MARK 2 IS 20 FEET EAST OF A POWERLINE POLE AND
 CP3139'19 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.  THE MARK
 CP3139'PROJECTS 3 INCHES AND THE DISK IS STAMPED DAW NO 2 1939.
 CP3139'
 CP3139'REFERENCE MARK 3 IS 62 FEET NORTH OF THE CENTER OF THE GRAVELED
 CP3139'ROAD, 51 FEET WEST OF THE CENTER OF THE HIGHWAY AND 13 FEET
 CP3139'SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 CP3139'4 INCHES AND THE DISK IS STAMPED DAW NO 3 1939.
 CP3139'
 CP3139'THE AZIMUTH MARK IS 44 FEET SOUTHEAST OF THE CENTER OF THE
 CP3139'HIGHWAY AND 2 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 CP3139'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DAW 1939
 CP3139'RESET 1952.
 CP3139'
 CP3139'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34 FEET.
 CP3139
 CP3139                          STATION RECOVERY (1997)
 CP3139
 CP3139'RECOVERY NOTE BY US POWER SQUADRON 1997
 CP3139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5035 ***********************************************************************
 BJ5035  DESIGNATION -  DAWSON
 BJ5035  PID         -  BJ5035
 BJ5035  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5035  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5035
 BJ5035                         *CURRENT SURVEY CONTROL
 BJ5035  ___________________________________________________________________
 BJ5035* NAD 83(1992)-  30 25 22.33666(N)    091 08 18.17349(W)     ADJUSTED  
 BJ5035* NAVD 88     -        14.7    (meters)      48.     (feet)  VERTCON   
 BJ5035  ___________________________________________________________________
 BJ5035  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ5035  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5035
 BJ5035  HORZ ORDER  -  SECOND
 BJ5035
 BJ5035.The horizontal coordinates were established by classical geodetic methods
 BJ5035.and adjusted by the National Geodetic Survey in January 1993..
 BJ5035
 BJ5035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5035
 BJ5035.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5035
 BJ5035.The geoid height was determined by GEOID03.
 BJ5035
 BJ5035;                    North         East     Units Scale Factor Converg.
 BJ5035;SPC LA S     -   213,157.112 1,018,729.020   MT  0.99995277   +0 05 50.9
 BJ5035;SPC LA S     -   699,332.96  3,342,280.13   sFT  0.99995277   +0 05 50.9
 BJ5035;UTM  15      - 3,367,115.629   678,798.118   MT  0.99999440   +0 56 34.6
 BJ5035
 BJ5035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5035!SPC LA S     -   1.00000196  x   0.99995277  =   0.99995473
 BJ5035!UTM  15      -   1.00000196  x   0.99999440  =   0.99999636
 BJ5035
 BJ5035|---------------------------------------------------------------------|
 BJ5035| PID    Reference Object                     Distance      Geod. Az  |
 BJ5035|                                                           dddmmss.s |
 BJ5035| CW1268 DAWSON RM 1                           8.124 METERS 09549     |
 BJ5035| BJ4968 DAWSON LADH 1970 AZ MK              APPROX. 1.3 KM 0962052.6 |
 BJ5035| BJ3922 DAWSON RM 3                          12.058 METERS 09956     |
 BJ5035| BJ5036 DAWSON LDH 1970 RM 2                 21.880 METERS 27433     |
 BJ5035| CW1269 DAWSON RM 4                          25.731 METERS 28020     |
 BJ5035| BJ5051 BATON ROUGE TV STA WAFB MAST        APPROX. 4.8 KM 2981949.2 |
 BJ5035| BJ5020 BATON ROUGE STATE CAPITOL CUP       APPROX. 6.0 KM 3085151.3 |
 BJ5035|---------------------------------------------------------------------|
 BJ5035
 BJ5035                          SUPERSEDED SURVEY CONTROL
 BJ5035
 BJ5035  NAD 83(1986)-  30 25 22.35485(N)    091 08 18.17144(W) AD(       ) 2
 BJ5035  NAD 27      -  30 25 21.66804(N)    091 08 17.78671(W) AD(       ) 2
 BJ5035  NGVD 29 (07/19/86)   14.7    (m)           48.     (f) VERT ANG       
 BJ5035
 BJ5035.Superseded values are not recommended for survey control.
 BJ5035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5035.See file dsdata.txt to determine how the superseded data were derived.
 BJ5035
 BJ5035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7879867116(NAD 83)
 BJ5035_MARKER: DD = SURVEY DISK
 BJ5035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5035
 BJ5035  HISTORY     - Date     Condition        Report By
 BJ5035  HISTORY     - 1970     MONUMENTED       LADH
 BJ5035  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BJ5035  HISTORY     - 1975     GOOD             NGS
 BJ5035
 BJ5035                          STATION DESCRIPTION
 BJ5035
 BJ5035'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ5035'THE STATION IS LOCATED ABOUT 3.6 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ5035'ROUGE IN THE NORTHEAST QUARTER OF SECTION 94, T7S-R1E, AND ON THE
 BJ5035'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5035'
 BJ5035'TO REACH THE STATION FROM THE POST OFFICE IN DOWNTOWN BATON ROUGE
 BJ5035'(ON FLORIDA BLVD.), DRIVE EAST ALONG FLORIDA BLVD. FOR 1 BLOCK TO
 BJ5035'INTERSTATE 110, THENCE SOUTH ALONG INTERSTATE 110 FOR 1.0 MILE TO
 BJ5035'ITS JUNCTION WITH INTERSTATE 10, THENCE SOUTH ALONG INTERSTATE 10
 BJ5035'FOR 2.9 MILES TO THE INTERSTATE 10 - COLLEGE DRIVE INTERCHANGE.  THE
 BJ5035'STATION IS ON THE EAST SIDE OF THE INTERCHANGE IN THE MEDIAN OF
 BJ5035'INTERSTATE 10.
 BJ5035'
 BJ5035'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG
 BJ5035'INTERSTATE 10 FOR 0.8 MILE TO THE MARK WHICH IS ON THE LEFT AND
 BJ5035'NORTH OF THE HIGHWAY NEAR A FENCE AND A BRIDGE.
 BJ5035'
 BJ5035'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5035'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5035'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5035'STAMPED DAWSON 1970.  IT IS SET IN THE MEDIAN ON INTERSTATE 10 EAST
 BJ5035'OF THE COLLEGE DRIVE - INTERSTATE 10 INTERCHANGE, 74.5 FEET EAST
 BJ5035'OF THE EAST END OF THE OVERPASS, 28 FEET WEST OF A METAL WITNESS
 BJ5035'POST, 7.5 FEET SOUTH OF THE CURB ON THE WEST BOUND LANE OF
 BJ5035'INTERSTATE 10 AND 7.5 FEET NORTH OF THE CURB ON THE EAST BOUND LANE
 BJ5035'OF INTERSTATE 10.
 BJ5035'
 BJ5035'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5035'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5035'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5035'STAMPED DAWSON RM 1 1970.  IT IS 101 FEET EAST OF THE EAST END OF THE
 BJ5035'OVERPASS, 8 FEET NORTH OF THE CURB ON THE EAST BOUND LANE OF
 BJ5035'INTERSTATE 10, 7.5 FEET SOUTH OF THE CURB ON THE WEST BOUND LANE
 BJ5035'OF INTERSTATE 10 AND 2 FEET WEST OF A METAL WITNESS POST.
 BJ5035'
 BJ5035'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5035'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5035'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5035'STAMPED DAWSON RM 2 1970.  IT IS 100 FEET WEST OF THE METAL WITNESS
 BJ5035'POST AT THE STATION, 12 FEET SOUTH OF THE CURB ON THE WEST
 BJ5035'BOUND LANE OF INTERSTATE 10, 4 FEET NORTH OF THE CURB ON
 BJ5035'THE EAST BOUND LANE OF INTERSTATE 10 AND 3.5 FEET NORTHEAST OF
 BJ5035'THE ABUTMENT ON THE OVERPASS.
 BJ5035'
 BJ5035'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5035'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5035'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5035'DAWSON AZ MK 1970.  IT IS 104.5 FEET NORTHWEST OF THE NORTHWEST
 BJ5035'CORNER OF THE WARD CREEK BRIDGE ON THE WEST BOUND LANE OF INTERSTATE
 BJ5035'10, 69 FEET NORTH OF THE NORTH EDGE OF THE WEST BOUND LANE OF
 BJ5035'INTERSTATE 10, 25 FEET WEST OF A FENCE CORNER, 3 FEET SOUTH OF A
 BJ5035'FENCE AND 2 FEET WEST OF A METAL WITNESS POST.
 BJ5035'
 BJ5035'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5035
 BJ5035                          STATION RECOVERY (1972)
 BJ5035
 BJ5035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BJ5035'THE STATION WAS VISITED 6-20-71 AND THE STATION SURFACE MARK WAS
 BJ5035'FOUND DESTROYED, THE STATION UNDERGROUND DISK WAS FOUND IN GOOD
 BJ5035'CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED BY
 BJ5035'CONSTRUCTION, REFERENCE MARK NO. 2, WAS FOUND IN FAIR SHAPE.  THE
 BJ5035'STATION IS IN THE MEDIUM OF INTERSTATE I-10.  A 3-FOOT HIGH WALL IS
 BJ5035'BEING BUILT IN THE MEDIUM BETWEEN THE TWO LANES OF TRAFFIC.  AT
 BJ5035'THIS TIME THE STATION WAS REFERENCED BY ANGLES TAKEN TO TWO TV MASTS,
 BJ5035'THE CENTER OF THE CAPITOL DOME, USING THE AZIMUTH MARK AS THE
 BJ5035'INITIAL.  AFTER THE WALL WAS COMPLETED ON 1-23-72 THE ANGLES
 BJ5035'WERE DUPLICATED TO FIND THE ORIGINAL LOCATION OF THE STATION MARK
 BJ5035'AND A DISK SET IN A DRILL HOLE IN THE TOP OF THE WALL.  REFERENCE
 BJ5035'MARKS NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.  A NEW
 BJ5035'DESCRIPTION FOLLOWS--
 BJ5035'
 BJ5035'THE STATION IS LOCATED ABOUT 3.6 MILES SOUTHEAST OF DOWNTOWN BATON
 BJ5035'ROUGE, ON THE RIGHT-OF-WAY OF INTERSTATE I-10, IN THE NW 1/4 OF SEC.
 BJ5035'94 T 7S R 1E., AT THE OVERPASS OVER COLLEGE DRIVE.  IT IS 74.5 FEET
 BJ5035'EAST OF THE EAST END OF THE OVERPASS, 3.8 FEET NORTH OF THE SOUTH
 BJ5035'SIDE OF THE 3-FOOT WALL BUILT BETWEEN THE TWO TRAFFIC LANES, 4.4 FEET
 BJ5035'SOUTH OF THE NORTH EDGE OF THE SAME, ABOUT 0.6 FOOT SOUTH OF A CHAIN
 BJ5035'LINK FENCE ON TOP OF THE WALL.  IT IS A C AND GS DISK STAMPED
 BJ5035'DAWSON 1970 1972, SET IN A DRILL HOLE IN THE TOP OF THE WALL.
 BJ5035'
 BJ5035'REFERENCE MARK NO. 3 IS 39.50 FEET EAST-SOUTHEAST OF THE STATION.  IT
 BJ5035'IS 114 FEET EAST OF THE EAST END OF THE OVERPASS.  IT IS A REFERENCE
 BJ5035'MARK STAMPED DAWSON NO 3 1970 1972, SET IN A DRILL HOLE IN THE TOP
 BJ5035'OF THE 3 FOOT WALL.
 BJ5035'
 BJ5035'REFERENCE MARK NO. 4 IS 84.42 FEET WEST-NORTHWEST OF THE STATION AND
 BJ5035'IN LINE WITH REFERENCE MARK NO. 3.  IT IS A REFERENCE MARK DISK SET
 BJ5035'IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF THE WEST LANE OF THE
 BJ5035'OVERPASS OVER COLLEGE DRIVE AND 10 FEET WEST OF THE EAST END OF
 BJ5035'THE OVER PASS.  IT IS STAMPED DAWSON NO 3 1970 1972.
 BJ5035'
 BJ5035'THE AZIMUTH MARK IS 0.8 MILE EAST OF THE STATION, 104 FEET NORTHWEST
 BJ5035'OF THE NORTHWEST CORNER OF THE BRIDGE OVER WARD CREEK, 69 FEET NORTH
 BJ5035'OF THE NORTH EDGE OF THE WEST BOUND LANE OF TRAFFIC OF I-10, 25
 BJ5035'FEET WEST OF A FENCE CORNER, 3 FEET SOUTH OF A FENCE, 2 FEET WEST
 BJ5035'OF A METAL WITNESS POST.  IT IS A LOUISIANA DEPARTMENT OF
 BJ5035'HIGHWAYS AND C AND GS DISK SET IN THE TOP OF A 12-INCH ROUND
 BJ5035'CONCRETE POST FLUSH WITH THE GROUND.
 BJ5035'
 BJ5035'TO REACH THE STATION FROM THE POST OFFICE IN DOWNTOWN BATON ROUGE, GO
 BJ5035'EAST ON FLORIDA AVE. FOR 1 BLOCK TO INTERSTATE HIGHWAY I-110 TURN
 BJ5035'RIGHT AND GO SOUTH ON I-110 FOR 1 MILE TO I-10, GO EAST ON I-10 FOR
 BJ5035'2.9 MILES TO THE OVERPASS OVER COLLEGE DRIVE AND THE STATION OF
 BJ5035'THE EAST END OF THE OVERPASS.  TO REACH THE AZIMUTH MARK GO EAST
 BJ5035'FOR 0.8 MILE TO THE MARK ON THE LEFT RIGHT-OF-WAY OF THE ROAD.  TO
 BJ5035'DRIVE TO THE MARK GO EAST TO THE FIRST INTERCHANGE AND TURN AROUND
 BJ5035'AND COME BACK ON THE NORTH SIDE OF THE INTERSTATE.
 BJ5035'
 BJ5035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BATON ROUGE.
 BJ5035
 BJ5035                          STATION RECOVERY (1975)
 BJ5035
 BJ5035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RT)
 BJ5035'THE STATION WAS VISITED 2-26-75 AND THE STATION, REFERENCE MARK 3,
 BJ5035'REFERENCE MARK 4 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 BJ5035'CONDITION.  THE DESCRIPTION MADE IN 1972 IS ADEQUATE.  THE MARK WAS
 BJ5035'RESET IN 1972 DUE TO CONSTRUCTION OF A RETAINING WALL BETWEEN
 BJ5035'LANES ON INTERSTATE 10.  THE MARK IS STAMPED DAWSON 1970 1972.
 BJ5035'
 BJ5035'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5035'
 BJ5035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.6 MILES SOUTHEAST
 BJ5035'OF DOWNTOWN B. ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3922 ***********************************************************************
 BJ3922  DESIGNATION -  DAWSON RM 3
 BJ3922  PID         -  BJ3922
 BJ3922  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3922  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3922
 BJ3922                         *CURRENT SURVEY CONTROL
 BJ3922  ___________________________________________________________________
 BJ3922* NAD 83(1986)-  30 25 22.     (N)    091 08 17.     (W)     SCALED    
 BJ3922* NAVD 88     -        14.998  (meters)      49.21   (feet)  ADJUSTED  
 BJ3922  ___________________________________________________________________
 BJ3922  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3922  DYNAMIC HT  -          14.978 (meters)      49.14  (feet)  COMP
 BJ3922  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 BJ3922
 BJ3922  VERT ORDER  -  SECOND    CLASS II
 BJ3922
 BJ3922.The horizontal coordinates were scaled from a topographic map and have
 BJ3922.an estimated accuracy of +/- 6 seconds.
 BJ3922
 BJ3922.The orthometric height was determined by differential leveling
 BJ3922.and adjusted by the National Geodetic Survey in February 1994..
 BJ3922
 BJ3922.The geoid height was determined by GEOID03.
 BJ3922
 BJ3922.The dynamic height is computed by dividing the NAVD 88
 BJ3922.geopotential number by the normal gravity value computed on the
 BJ3922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3922.degrees latitude (g = 980.6199 gals.).
 BJ3922
 BJ3922.The modeled gravity was interpolated from observed gravity values.
 BJ3922
 BJ3922;                    North         East    Units  Estimated Accuracy
 BJ3922;SPC LA S     -   213,150.    1,018,760.      MT  (+/- 180 meters Scaled)
 BJ3922
 BJ3922                          SUPERSEDED SURVEY CONTROL
 BJ3922
 BJ3922.No superseded survey control is available for this station.
 BJ3922
 BJ3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP788671(NAD 83)
 BJ3922_MARKER: DR = REFERENCE MARK DISK
 BJ3922_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3922_SP_SET: WALL
 BJ3922_STAMPING: DAWSON NO 3 1970 1972
 BJ3922_MARK LOGO: LADH  
 BJ3922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3922+STABILITY: SURFACE MOTION
 BJ3922
 BJ3922  HISTORY     - Date     Condition        Report By
 BJ3922  HISTORY     - 1972     MONUMENTED       LADH
 BJ3922  HISTORY     - 1987     GOOD             LA-033
 BJ3922
 BJ3922                          STATION DESCRIPTION
 BJ3922
 BJ3922'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3922'IN BATON ROUGE.
 BJ3922'LOCATED IN THE CITY OF BATON ROUGE ON THE EAST SIDE OF THE INTERSTATE
 BJ3922'HIGHWAY 10 OVERPASS AT COLLEGE DRIVE, 34.8 METERS (114 FEET) EAST OF
 BJ3922'THE EAST END OF THE OVERPASS, SET IN A DRILL HOLE IN THE TOP OF A
 BJ3922'3-FOOT WALL.
 BJ3922'THE MARK IS 0.91 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1296 ***********************************************************************
 CQ1296  DESIGNATION -  DD 104
 CQ1296  PID         -  CQ1296
 CQ1296  STATE/COUNTY-  LA/BIENVILLE
 CQ1296  USGS QUAD   -  GIBSLAND (1986)
 CQ1296
 CQ1296                         *CURRENT SURVEY CONTROL
 CQ1296  ___________________________________________________________________
 CQ1296* NAD 83(1986)-  32 32 46.     (N)    093 00 41.     (W)     SCALED    
 CQ1296* NAVD 88     -        82.495  (meters)     270.65   (feet)  ADJUSTED  
 CQ1296  ___________________________________________________________________
 CQ1296  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ1296  DYNAMIC HT  -          82.403 (meters)     270.35  (feet)  COMP
 CQ1296  MODELED GRAV-     979,517.2   (mgal)                       NAVD 88
 CQ1296
 CQ1296  VERT ORDER  -  FIRST     CLASS I
 CQ1296
 CQ1296.The horizontal coordinates were scaled from a topographic map and have
 CQ1296.an estimated accuracy of +/- 6 seconds.
 CQ1296
 CQ1296.The orthometric height was determined by differential leveling
 CQ1296.and adjusted by the National Geodetic Survey in June 1991..
 CQ1296.WARNING-Repeat measurements at this control monument indicate possible
 CQ1296.vertical movement.
 CQ1296
 CQ1296.The geoid height was determined by GEOID03.
 CQ1296
 CQ1296.The dynamic height is computed by dividing the NAVD 88
 CQ1296.geopotential number by the normal gravity value computed on the
 CQ1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1296.degrees latitude (g = 980.6199 gals.).
 CQ1296
 CQ1296.The modeled gravity was interpolated from observed gravity values.
 CQ1296
 CQ1296;                    North         East    Units  Estimated Accuracy
 CQ1296;SPC LA N     -   226,980.      951,970.      MT  (+/- 180 meters Scaled)
 CQ1296
 CQ1296                          SUPERSEDED SURVEY CONTROL
 CQ1296
 CQ1296  NGVD 29 (??/??/??)   82.570  (m)          270.90   (f) ADJUSTED    1 1
 CQ1296
 CQ1296.Superseded values are not recommended for survey control.
 CQ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1296.See file dsdata.txt to determine how the superseded data were derived.
 CQ1296
 CQ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS989009(NAD 83)
 CQ1296_MARKER: DB = BENCH MARK DISK
 CQ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1296_STAMPING: DD 104 1938
 CQ1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1296+STABILITY: SURFACE MOTION
 CQ1296
 CQ1296  HISTORY     - Date     Condition        Report By
 CQ1296  HISTORY     - 1938     MONUMENTED       CGS
 CQ1296  HISTORY     - 1969     GOOD             CGS
 CQ1296
 CQ1296                          STATION DESCRIPTION
 CQ1296
 CQ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1296'2.25 MI E FROM GIBSLAND.
 CQ1296'ABOUT 0.8 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1296'STATION AT GIBSLAND, THENCE 1.45 MILES EAST ALONG U.S. HIGHWAY 80, 10
 CQ1296'RAILS EAST OF MILEPOST 125, 200 FEET SOUTH AND ACROSS THE HIGHWAY FROM
 CQ1296'A BRICK HOUSE, 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5 1/2
 CQ1296'RAILS WEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE
 CQ1296'ROAD, 4 FEET EAST OF A TELEPHONE POLE, 1.3 FEET WEST OF A METAL
 CQ1296'WITNESS POST, ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 2
 CQ1296'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CQ1296'POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND. SEC 17, T
 CQ1296'18N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2575 ***********************************************************************
 BW2575  DESIGNATION -  DE GLAISE=R 14 RESET
 BW2575  PID         -  BW2575
 BW2575  STATE/COUNTY-  LA/AVOYELLES
 BW2575  USGS QUAD   -  BIG BEND (1982)
 BW2575
 BW2575                         *CURRENT SURVEY CONTROL
 BW2575  ___________________________________________________________________
 BW2575* NAD 83(1992)-  31 04 02.38441(N)    091 47 33.06484(W)     ADJUSTED  
 BW2575* NAVD 88     -        16.6    (meters)      54.     (feet)  VERTCON   
 BW2575  ___________________________________________________________________
 BW2575  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BW2575  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW2575
 BW2575  HORZ ORDER  -  FIRST
 BW2575
 BW2575.The horizontal coordinates were established by classical geodetic methods
 BW2575.and adjusted by the National Geodetic Survey in May 1994..
 BW2575
 BW2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2575
 BW2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2575
 BW2575.The geoid height was determined by GEOID03.
 BW2575
 BW2575;                    North         East     Units Scale Factor Converg.
 BW2575;SPC LA N     -    63,124.862 1,067,521.167   MT  1.00002401   +0 22 26.6
 BW2575;SPC LA N     -   207,102.15  3,502,359.03   sFT  1.00002401   +0 22 26.6
 BW2575;UTM  15      - 3,437,690.180   615,196.494   MT  0.99976369   +0 37 23.5
 BW2575
 BW2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2575!SPC LA N     -   1.00000164  x   1.00002401  =   1.00002565
 BW2575!UTM  15      -   1.00000164  x   0.99976369  =   0.99976533
 BW2575
 BW2575:                Primary Azimuth Mark                     Grid Az
 BW2575:SPC LA N     -  PILGRIM                                  008 40 26.0
 BW2575:UTM  15      -  PILGRIM                                  008 25 29.1
 BW2575
 BW2575|---------------------------------------------------------------------|
 BW2575| PID    Reference Object                     Distance      Geod. Az  |
 BW2575|                                                           dddmmss.s |
 BW2575| BW2501 PILGRIM                             474.818 METERS 0090252.6 |
 BW2575| BW2503 DE GLAISE PTA                         8.482 METERS 00903     |
 BW2575| CY4227 DEGLAISE RM 4                        33.872 METERS 00914     |
 BW2575| CY4226 DEGLAISE RM                          25.980 METERS 11817     |
 BW2575| BW2502 BIG BEND                             13.913 METERS 12746     |
 BW2575|---------------------------------------------------------------------|
 BW2575
 BW2575                          SUPERSEDED SURVEY CONTROL
 BW2575
 BW2575  NAD 83(1992)-  31 04 02.38435(N)    091 47 33.06485(W) AD(       ) 1
 BW2575  NAD 83(1986)-  31 04 02.40316(N)    091 47 33.05981(W) AD(       ) 1
 BW2575  NAD 27      -  31 04 01.74981(N)    091 47 32.63754(W) AD(       ) 1
 BW2575  NGVD 29 (07/19/86)   16.6    (m)           54.     (f) VERT ANG       
 BW2575
 BW2575.Superseded values are not recommended for survey control.
 BW2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2575.See file dsdata.txt to determine how the superseded data were derived.
 BW2575
 BW2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1519637690(NAD 83)
 BW2575_MARKER: DS = TRIANGULATION STATION DISK
 BW2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2575
 BW2575  HISTORY     - Date     Condition        Report By
 BW2575  HISTORY     - 1977     MONUMENTED       NGS
 BW2575
 BW2575                          STATION DESCRIPTION
 BW2575
 BW2575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2575'THE UNDERGROUND STATION MARK AND BENCH MARK BIG BEND
 BW2575'USE WAS RECOVERED IN GOOD CONDITION.  THE SURFACE STATION
 BW2575'DISK WAS MISSING AND REFERENCE MARKS 1 AND 3 WERE NOT
 BW2575'RECOVERED AND ARE BELIEVED DESTROYED.  A SURFACE STATION MARK
 BW2575'AND UNDERGROUND MARK WERE RESET HOLDING THE OLD POSITION.
 BW2575'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  DUE TO CHANGES
 BW2575'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BW2575'
 BW2575'THE STATION IS ABOUT 11 MILES EAST-NORTHEAST OF MOREAUVILLE,
 BW2575'6-1/2 MILES SOUTH-SOUTHEAST OF BORDELONVILLE, 6 MILES NORTH OF
 BW2575'SIMMESPORT AND ON PROPERTY OF MR. ADAM PONTHIEW, BIG BEND,
 BW2575'LOUISIANA, 71308, TELEPHONE NUMBER 318-997-2243.
 BW2575'
 BW2575'TO REACH THE STATION FROM THE BIG BEND POST OFFICE, WHICH IS
 BW2575'ABOUT 8 MILES SOUTHEAST ALONG STATE HIGHWAY 451 FROM THE HIGH
 BW2575'SCHOOL IN BORDELONVILLE AND ABOUT 13 MILES NORTHEASTERLY ALONG
 BW2575'STATE HIGHWAY 451 FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 451,
 BW2575'GO SOUTHERLY ON STATE HIGHWAY 451 FOR 0.5 MILE TO A GREEN HOUSE
 BW2575'AND A DRIVEWAY ON THE RIGHT.  THE STATION IS ABOUT 200 YARDS
 BW2575'WESTERLY ALONG AN ABANDONED RAILROAD GRADE.
 BW2575'
 BW2575'STATION MARKS ARE STANDARD DISKS STAMPED---DE GLAISE 1919
 BW2575'1977---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 BW2575'CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW THE SURFACE
 BW2575'OF THE GROUND.  IT IS 22 FEET NORTH OF A 5-TRUNKED TREE, 19.3
 BW2575'FEET SOUTHWEST OF A 5-TRUNKED TREE, 67 FEET NORTHWEST OF A
 BW2575'FENCE AND 3.5 FEET EAST-SOUTHEAST OF AN 8-INCH TREE WITH A
 BW2575'TRIANGLE BLAZE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BW2575'MASS OF CONCRETE 42 INCHES BELOW THE GROUND.
 BW2575'
 BW2575'BENCH MARK BIG BEND USE IS A U.S. ENGINEERS BENCH MARK DISK
 BW2575'RIVETED TO THE TOP OF A 3-INCH PIPE STAMPED---B M BIG BEND
 BW2575'57---.  THE PIPE PROJECTS 12 INCHES ABOVE THE GROUND.
 BW2575'IT IS 47 FEET SOUTH-SOUTHEAST OF A 5-TRUNKED TREE AND 22 FEET
 BW2575'NORTHWEST OF THE FENCE.  IT IS ABOUT 2 FEET HIGHER THAN THE
 BW2575'LEVEL OF THE STATION.
 BW2575'
 BW2575'REFERENCE MARK 4, STAMPED---DE GLAISE 1919 NO 4 1977---, IS A
 BW2575'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2575'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1.6 FEET
 BW2575'SOUTHWEST OF A FENCE AND ABOUT 4 FEET LOWER THAN THE LEVEL OF
 BW2575'THE STATION.
 BW2575'
 BW2575'AN ELECTRONIC TRAVERSE WAS MADE TO TRIANGULATION STATION
 BW2575'PILGRIM, THE DISTANCE BEING 474.817 METERS.
 BW2575'
 BW2575'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.3 METERS.
 BW2575'NO MEASUREMENT BETWEEN REFERENCE MARK 4 AND BENCH MARK BIG BEND
 BW2575'USE DUE TO A NUMBER OF TREES ON LINE.
 BW2575'
 BW2575'PERMISSION CAN BE OBTAINED FROM MR. JIMMY W. BERNARD, ROUTE 1
 BW2575'MOREAUVILLE, LOUISIANA, 71355, TELEPHONE NUMBER 318-997-2260,
 BW2575'TO CROSS HIS PROPERTY TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2436 ***********************************************************************
 AU2436  DESIGNATION -  DE LARGE
 AU2436  PID         -  AU2436
 AU2436  STATE/COUNTY-  LA/TERREBONNE
 AU2436  USGS QUAD   -  EAST BAY JUNOP (1974)
 AU2436
 AU2436                         *CURRENT SURVEY CONTROL
 AU2436  ___________________________________________________________________
 AU2436* NAD 83(1992)-  29 10 57.87039(N)    091 03 23.77227(W)     ADJUSTED  
 AU2436* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2436  ___________________________________________________________________
 AU2436  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU2436  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AU2436
 AU2436  HORZ ORDER  -  SECOND
 AU2436
 AU2436.The horizontal coordinates were established by classical geodetic methods
 AU2436.and adjusted by the National Geodetic Survey in January 1993..
 AU2436
 AU2436.The orthometric height was scaled from a topographic map.
 AU2436
 AU2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2436
 AU2436.The geoid height was determined by GEOID03.
 AU2436
 AU2436;                    North         East     Units Scale Factor Converg.
 AU2436;SPC LA S     -    75,713.109 1,026,917.396   MT  1.00002689   +0 08 18.1
 AU2436;SPC LA S     -   248,402.09  3,369,144.82   sFT  1.00002689   +0 08 18.1
 AU2436;UTM  15      - 3,229,795.166   688,971.949   MT  1.00004067   +0 56 52.4
 AU2436
 AU2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2436!SPC LA S     -   1.00000384  x   1.00002689  =   1.00003073
 AU2436!UTM  15      -   1.00000384  x   1.00004067  =   1.00004451
 AU2436
 AU2436:                Primary Azimuth Mark                     Grid Az
 AU2436:SPC LA S     -  SHIP SHOAL LIGHTHOUSE                    182 36 14.0
 AU2436:UTM  15      -  SHIP SHOAL LIGHTHOUSE                    181 47 39.7
 AU2436
 AU2436|---------------------------------------------------------------------|
 AU2436| PID    Reference Object                     Distance      Geod. Az  |
 AU2436|                                                           dddmmss.s |
 AU2436| TZ0066 SHIP SHOAL LIGHTHOUSE               APPROX.29.8 KM 1824432.1 |
 AU2436| CV9722 DE LARGE RM 1                        20.420 METERS 24647     |
 AU2436| AU2442 OYSTER BAYOU LIGHTHOUSE             APPROX. 7.9 KM 2941033.1 |
 AU2436| CV9723 DE LARGE RM 2                        24.970 METERS 29808     |
 AU2436|---------------------------------------------------------------------|
 AU2436
 AU2436                          SUPERSEDED SURVEY CONTROL
 AU2436
 AU2436  NAD 83(1986)-  29 10 57.89549(N)    091 03 23.78149(W) AD(       ) 2
 AU2436  NAD 27      -  29 10 57.10000(N)    091 03 23.42200(W) AD(       ) 2
 AU2436
 AU2436.Superseded values are not recommended for survey control.
 AU2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2436.See file dsdata.txt to determine how the superseded data were derived.
 AU2436
 AU2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8897229795(NAD 83)
 AU2436_MARKER: DS = TRIANGULATION STATION DISK
 AU2436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2436_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2436
 AU2436  HISTORY     - Date     Condition        Report By
 AU2436  HISTORY     - 1928     MONUMENTED       CGS
 AU2436  HISTORY     - 1948     SEE DESCRIPTION  SUNOCO
 AU2436  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2436
 AU2436                          STATION DESCRIPTION
 AU2436
 AU2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2436'STATION IS ABOUT 5 MILES ESE OF OYSTER BAYOU, 1/2 MILE SW
 AU2436'OF THE MOUTH OF THE BAYOU DELARGE, 53 METERS (175 FEET) FROM
 AU2436'THE SHORE OF CAILLOU BAY AND 33 METERS (110 FEET) FROM A SMALL
 AU2436'BAYOU.
 AU2436'
 AU2436'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2436'SET IN CEMENT IN THE TOP OF TILES.
 AU2436'
 AU2436'REFERENCE MARK NO. 1 IS 20.42 METERS (67.0 FEET) FROM THE
 AU2436'STATION S 66 DEG 47 MIN W.
 AU2436'
 AU2436'REFERENCE MARK NO. 2 IS 24.97 METERS (81.9 FEET) FROM THE
 AU2436'STATION N 61 DEG 52 MIN W.
 AU2436
 AU2436                          STATION RECOVERY (1948)
 AU2436
 AU2436'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2436'THE POINT ON WHICH THE STATION WAS ESTABLISHED IS WASHING
 AU2436'AWAY, AND THE STATION WAS FOUND LYING ON ITS SIDE ABOUT 10
 AU2436'FEET FROM THE HIGH-WATER LINE, IN ABOUT 2 FEET OF WATER.
 AU2436
 AU2436                          STATION RECOVERY (1952)
 AU2436
 AU2436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2436'A THOROUGH SEARCH OF THE AREA WAS MADE BY TWO MEN FOR 1.5
 AU2436'HRS. BUT NO TRACE OF THE STATION OR REFERENCE MARKS WAS FOUND.
 AU2436'THE STATION WAS REPORTED WASHED OUT IN 1948.  EXTENSIVE
 AU2436'EROSION HAS PROBABLY DESTROYED BOTH REFERENCE MARKS.  IT IS
 AU2436'RECOMMENDED THAT THE STATION AND REFERENCE MARKS BE CONSIDERED
 AU2436'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3063 ***********************************************************************
 BK3063  DESIGNATION -  DE RIDDER LONG BELL LUMBER TK
 BK3063  PID         -  BK3063
 BK3063  STATE/COUNTY-  LA/BEAUREGARD
 BK3063  USGS QUAD   -  DERIDDER (1994)
 BK3063
 BK3063                         *CURRENT SURVEY CONTROL
 BK3063  ___________________________________________________________________
 BK3063* NAD 83(1992)-  30 50 28.74733(N)    093 17 06.69335(W)     ADJUSTED  
 BK3063* NAVD 88     -                                                        
 BK3063  ___________________________________________________________________
 BK3063  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BK3063  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BK3063
 BK3063  HORZ ORDER  -  THIRD
 BK3063
 BK3063.The horizontal coordinates were established by classical geodetic methods
 BK3063.and adjusted by the National Geodetic Survey in January 1993..
 BK3063
 BK3063
 BK3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3063
 BK3063.The geoid height was determined by GEOID03.
 BK3063
 BK3063;                    North         East     Units Scale Factor Converg.
 BK3063;SPC LA S     -   261,121.313   813,284.008   MT  1.00003311   -0 58 33.4
 BK3063;SPC LA S     -   856,695.51  2,668,249.28   sFT  1.00003311   -0 58 33.4
 BK3063;SPC LA N     -    38,117.741   924,880.796   MT  1.00008967   -0 24 54.5
 BK3063;SPC LA N     -   125,057.96  3,034,379.74   sFT  1.00008967   -0 24 54.5
 BK3063;UTM  15      - 3,412,051.072   472,728.753   MT  0.99960917   -0 08 46.4
 BK3063
 BK3063                          SUPERSEDED SURVEY CONTROL
 BK3063
 BK3063  NAD 83(1986)-  30 50 28.76633(N)    093 17 06.68266(W) AD(       ) 4
 BK3063  NAD 27      -  30 50 28.06637(N)    093 17 06.09162(W) AD(       ) 3
 BK3063
 BK3063.Superseded values are not recommended for survey control.
 BK3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3063.See file dsdata.txt to determine how the superseded data were derived.
 BK3063
 BK3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7272912051(NAD 83)
 BK3063_MARKER: 53 = ELEVATED TANK
 BK3063
 BK3063  HISTORY     - Date     Condition        Report By
 BK3063  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK3063  HISTORY     - 1941     GOOD             CGS
 BK3063  HISTORY     - 1943     GOOD             USE
 BK3063
 BK3063                          STATION DESCRIPTION
 BK3063
 BK3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3063'THIS INTERSECTION STATION IS ON THE TALL BLACK TANK AT THE
 BK3063'LONG-BELL LUMBER COMPANY, IN THE SOUTHEASTERN PART OF THE TOWN
 BK3063'OF DE RIDDER, LOUISIANA.  IT IS LOCATED AT THE SW CORNER OF
 BK3063'THE LONG-BELL MILL LOT, ABOUT 420 FEET E OF WASHINGTON STREET,
 BK3063'AND ABOUT 0.3 MILE S OF FIRST AVENUE, IN SECTION 31, R 9 W, T
 BK3063'2 S.  THE TANK WAS ERECTED IN 1919 AND IS QUITE PROMINENT.
 BK3063'TANK HAS 4 TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE OVAL
 BK3063'SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION
 BK3063'IS ABOUT 40 FEET HIGH AND HAS A CATWALK AND RAIL AROUND ITS
 BK3063'BASE.  THE STEEP CONICAL ROOF WITH A BALL AT ITS APEX IS
 BK3063'ABOUT 5 FEET HIGH.  THE TOTAL HEIGHT IS ABOUT 165 FEET.
 BK3063
 BK3063                          STATION RECOVERY (1941)
 BK3063
 BK3063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3063'STATION IS IN SECTIN 31, R 9 W, T 2 S, IN THE SE PART OF THE TOWN
 BK3063'OF DE RIDDER, 0.3 MILE S OF FIRST AVENUE, AND 420 FEET E OF
 BK3063'WASHINGTON STREET AT THE SW CORNER OF THE LONG-BELL MILL LOT.
 BK3063'THE TANK AND 4 LEG TRUSSWORK SUPPORTING TOWER ARE OF STEEL
 BK3063'CONSTRUCTION, PAINTED BLACK WITH A TOTAL HEIGHT OF ABOUT 165
 BK3063'FEET.  IT WAS BUILT IN 1919.
 BK3063'
 BK3063'OBSERVATIONS TAKEN ON BALL AT APEX OF CONICAL ROOF.
 BK3063
 BK3063                          STATION RECOVERY (1943)
 BK3063
 BK3063'RECOVERY NOTE BY US ENGINEERS 1943
 BK3063'THE TANK IS STILL STANDING AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1265 ***********************************************************************
 BK1265  DESIGNATION -  DE RIDDER MAGNETIC
 BK1265  PID         -  BK1265
 BK1265  STATE/COUNTY-  LA/BEAUREGARD
 BK1265  USGS QUAD   -  DERIDDER (1994)
 BK1265
 BK1265                         *CURRENT SURVEY CONTROL
 BK1265  ___________________________________________________________________
 BK1265* NAD 83(1992)-  30 50 35.16179(N)    093 16 38.35887(W)     ADJUSTED  
 BK1265* NAVD 88     -        55.906  (meters)     183.42   (feet)  ADJUSTED  
 BK1265  ___________________________________________________________________
 BK1265  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BK1265  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1265  DYNAMIC HT  -          55.835 (meters)     183.19  (feet)  COMP
 BK1265  MODELED GRAV-     979,373.0   (mgal)                       NAVD 88
 BK1265
 BK1265  HORZ ORDER  -  FIRST
 BK1265  VERT ORDER  -  SECOND    CLASS 0
 BK1265
 BK1265.The horizontal coordinates were established by classical geodetic methods
 BK1265.and adjusted by the National Geodetic Survey in January 1993..
 BK1265
 BK1265.The orthometric height was determined by differential leveling
 BK1265.and adjusted by the National Geodetic Survey in February 1994..
 BK1265
 BK1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1265
 BK1265.The geoid height was determined by GEOID03.
 BK1265
 BK1265.The dynamic height is computed by dividing the NAVD 88
 BK1265.geopotential number by the normal gravity value computed on the
 BK1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1265.degrees latitude (g = 980.6199 gals.).
 BK1265
 BK1265.The modeled gravity was interpolated from observed gravity values.
 BK1265
 BK1265;                    North         East     Units Scale Factor Converg.
 BK1265;SPC LA S     -   261,306.034   814,040.201   MT  1.00003356   -0 58 19.3
 BK1265;SPC LA S     -   857,301.55  2,670,730.23   sFT  1.00003356   -0 58 19.3
 BK1265;SPC LA N     -    38,309.867   925,635.187   MT  1.00008910   -0 24 39.5
 BK1265;SPC LA N     -   125,688.29  3,036,854.78   sFT  1.00008910   -0 24 39.5
 BK1265;UTM  15      - 3,412,246.642   473,481.873   MT  0.99960867   -0 08 31.9
 BK1265
 BK1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1265!SPC LA S     -   0.99999546  x   1.00003356  =   1.00002902
 BK1265!SPC LA N     -   0.99999546  x   1.00008910  =   1.00008456
 BK1265!UTM  15      -   0.99999546  x   0.99960867  =   0.99960414
 BK1265
 BK1265|---------------------------------------------------------------------|
 BK1265| PID    Reference Object                     Distance      Geod. Az  |
 BK1265|                                                           dddmmss.s |
 BK1265| BK2606 DE RIDDER MAGNETIC RM 1              45.565 METERS 04440     |
 BK1265| BK1334 DERIDDER MAGNETIC AZ MK                            0891202.6 |
 BK1265| CV8362 DE RIDDER MAG RM 2                   28.663 METERS 13519     |
 BK1265| BK3063 DE RIDDER LONG BELL LUMBER TK       APPROX. 0.8 KM 2551802.9 |
 BK1265| BK3064 DE RIDDER PARISH CTHSE DOME         APPROX. 1.1 KM 2891749.2 |
 BK1265|---------------------------------------------------------------------|
 BK1265
 BK1265                          SUPERSEDED SURVEY CONTROL
 BK1265
 BK1265  NAD 83(1986)-  30 50 35.18041(N)    093 16 38.35148(W) AD(       ) 1
 BK1265  NAD 27      -  30 50 34.48086(N)    093 16 37.76396(W) AD(       ) 1
 BK1265  NGVD 29 (??/??/??)   56.079  (m)          183.99   (f) ADJUSTED    2 0
 BK1265
 BK1265.Superseded values are not recommended for survey control.
 BK1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1265.See file dsdata.txt to determine how the superseded data were derived.
 BK1265
 BK1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7348212247(NAD 83)
 BK1265_MARKER: DM = MAGNETIC STATION DISK
 BK1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1265_SP_SET: CONCRETE POST
 BK1265_STAMPING: DE RIDDER MAGNETIC 1935
 BK1265_MARK LOGO: CGS   
 BK1265_PROJECTION: FLUSH
 BK1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1265+STABILITY: SURFACE MOTION
 BK1265
 BK1265  HISTORY     - Date     Condition        Report By
 BK1265  HISTORY     - 1935     MONUMENTED       CGS
 BK1265  HISTORY     - 1935     GOOD             CGS
 BK1265  HISTORY     - 1936     GOOD             LAGS
 BK1265  HISTORY     - 1950     GOOD             CGS
 BK1265  HISTORY     - 1970     MARK NOT FOUND   LADH
 BK1265  HISTORY     - 1970     MARK NOT FOUND   NGS
 BK1265  HISTORY     - 1984     GOOD             LADTD
 BK1265  HISTORY     - 20011125 GOOD             USPSQD
 BK1265
 BK1265                          STATION DESCRIPTION
 BK1265
 BK1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK1265'THIS STATION IS ON LAND OWNED BY THE LONG-BELL LUMBER COMPANY,
 BK1265'IN THE SW 1/4 SEC. 34, T 2 S, R 9 W, IN THE SOUTHEASTERN PART
 BK1265'OF DE RIDDER, IN THE SOUTHEASTERN PART OF A SMALL CULTIVATED
 BK1265'FIELD N OF LANE, 111 FEET NW OF 12-INCH LONE PINE TREE.  41
 BK1265'FEET N OF SECOND E-W FENCE LINE N OF LANE.  150 YARDS ENE OF
 BK1265'LARGE OIL STORAGE TANK, 100 YARDS ENE OF 4 PINE TREES IN GROUP
 BK1265'IN CENTER OF A SMALL FIELD, 0.2 MILE S OF U.S. HIGHWAY 171.
 BK1265'
 BK1265'THE MARK IS A STANDARD U.S.C. AND G.S. MAGNETIC DISK WITH NO
 BK1265'NAME OR DATE, SET IN AN 8-INCH CONCRETE POST FLUSH WITH THE
 BK1265'GROUND.
 BK1265'
 BK1265'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BK1265'CONCRETE.
 BK1265'
 BK1265'REFERENCE MARK NO. 1 IS 149.49 FEET NE OF THE STATION.  1 FOOT
 BK1265'W OF N-S FENCE LINE, AND ABOUT MIDWAY BETWEEN THE E-W FENCE
 BK1265'CORNERS.  THE MARK PROJECTS 3 INCHES.
 BK1265'
 BK1265'REFERENCE MARK NO. 2 IS 94.04 FEET SE OF STATION, IN SE CORNER
 BK1265'OF THE FIELD, 4 FEET W OF FENCE CORNER.  27 FEET N OF 12-INCH
 BK1265'PINE TREE.  THE MARK PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE
 BK1265'REFERENCE MARKS IS 177.47 FEET.
 BK1265'
 BK1265'THE AZIMUTH MARK IS E OF THE STATION IN E LINE OF A GRAVEL
 BK1265'ROAD RIGHT-OF-WAY.  1 FOOT W OF N-S FENCE LINE.  24 FEET E OF
 BK1265'CENTER LINE OF ROAD.  90 FEET N OF NE CORNER OF NEGRO CHURCH.
 BK1265'90 FEET ENE OF DE RIDDER NEGRO HIGH SCHOOL, AT W END OF NEGRO
 BK1265'CEMETERY, 0.2 MILE S OF U.S. HIGHWAY 171.  THE MARK PROJECTS
 BK1265'2 INCHES.
 BK1265'
 BK1265'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DE RIDDER,
 BK1265'GO E ON U.S. HIGHWAY 171, 0.35 MILE TO DIRT STREET TO RIGHT,
 BK1265'(ABOUT 50 YARDS W OF CITY LIMITS SIGN).  TAKE THIS STREET AND
 BK1265'GO S 0.3 MILE TO RAILROAD CROSSING.  CROSS TRACKS AND GO DUE
 BK1265'E 0.15 MILE TO LANE, CONTINUE ON IN LANE 50 YARDS TO STATION
 BK1265'ON LEFT.
 BK1265'
 BK1265'LIGHTS 126 FEET ABOVE STATIONS MARTIN AND STRACNER COMES INTO
 BK1265'VIEW 37 FEET ABOVE THIS STATION, AND LIGHTS 126 FEET ABOVE
 BK1265'STATION CARSON COME INTO VIEW 64 FEET ABOVE THIS STATION.
 BK1265'
 BK1265'NOTE--THE REFERENCE MARKS AND AZIMUTH ARE STAMPED DE RIDDER
 BK1265'MAGNETIC 1935.
 BK1265
 BK1265                          STATION RECOVERY (1935)
 BK1265
 BK1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BK1265'IN DE RIDDER.
 BK1265'AT DE RIDDER, BEAUREGARD PARISH, ON THE SOUTHERN PACIFIC CO. RAILROAD
 BK1265'0.2 MILE NORTHEAST OF GULF REFINING CO. WAREHOUSE AND TANKS, 0.2 MILE
 BK1265'NORTH OF THE TRACK, 267 YARDS NORTHEAST OF AN ABANDONED RAILROAD OIL
 BK1265'TANK, 44 FEET NORTH OF THE SECOND FENCE NORTH OF AN ABANDONED ROAD,
 BK1265'AND IN A FIELD.  A STANDARD MAGNETIC STATION DISK, SET IN THE TOP OF A
 BK1265'CONCRETE POST.  STAMPED DE RIDDER MAGNETIC 1935.
 BK1265
 BK1265                          STATION RECOVERY (1936)
 BK1265
 BK1265'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK1265'ALL DATA IN ORIGINAL DESCRIPTION IS CORRECT.  NO NAME OR DATE
 BK1265'HAVE YET BEEN STAMPED ON DISK.  NO STRUCTURES OF ANY KIND HAVE
 BK1265'BEEN ERECTED IN VICINITY OF THIS STATION.  ENVIRONS HAVE
 BK1265'NOT CHANGED.
 BK1265
 BK1265                          STATION RECOVERY (1950)
 BK1265
 BK1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BK1265'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 BK1265'AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 BK1265
 BK1265                          STATION RECOVERY (1970)
 BK1265
 BK1265'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (DJT)
 BK1265'THE STATION WAS VISITED 9/3/70 AND THE AZIMUTH MARK WAS FOUND
 BK1265'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK1265'
 BK1265'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 BK1265'
 BK1265'THE AZIMUTH MARK IS LOCATED 1.25 MILES SOUTHEAST OF DE RIDDER,
 BK1265'IN SECTION 34, T2S, R9W.  IT IS 27 FEET EAST OF THE CENTERLINE
 BK1265'OF VERNON STREET, 46 FEET NORTH OF THE CENTERLINE OF A PRIVATE
 BK1265'DRIVE LEADING INTO A CHURCH PARKING LOT, 0.5 FEET WEST OF A
 BK1265'CHAIN LINK FENCE, 3 FEET SOUTH OF THE PROJECTED CENTERLINE OF
 BK1265'ALEXANDER STREET, 6.5 FEET NORTH OF A POWER POLE, 19 FEET SOUTH
 BK1265'OF THE CENTER OF TWO CHAIN LINK GATES, 1 FOOT SOUTHEAST OF A
 BK1265'STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE STREET.  IT IS A
 BK1265'STANDARD AZIMUTH MARK DISK, STAMPED DE RIDDER MAGNETIC
 BK1265'AZIMUTH 1935, FLUSH WITH THE GROUND.
 BK1265'
 BK1265'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE AT DE RIDDER, GO
 BK1265'1.0 MILE EAST ALONG THE EAST BOUND OF U.S. 171, THENCE 0.25 MILE
 BK1265'SOUTH ALONG VERNON STREET TO THE MARKER ON THE LEFT.
 BK1265'
 BK1265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES
 BK1265'SOUTHEAST OF DE RIDDER
 BK1265
 BK1265                          STATION RECOVERY (1970)
 BK1265
 BK1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK1265'MARK NOT FOUND.
 BK1265
 BK1265                          STATION RECOVERY (1984)
 BK1265
 BK1265'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1265'RECOVERED ON GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  FROM THE
 BK1265'COURTHOUSE IN DERIDDER, GO EAST ONE BLOCK ALONG WEST SECOND STREET,
 BK1265'THENCE SOUTH ONE BLOCK ALONG WASHINGTON STREET, THENCE 1.0 KM (0.6
 BK1265'MILE) EAST ALONG FOURTH STREET, THENCE SOUTH TWO BLOCKS ALONG EMERSON
 BK1265'STREET TO THE MARK ON THE LEFT IN SECTION 34, T 2 S, R 9 W, AT THE
 BK1265'NORTHEAST INTERSECTION OF EMERSON STREET AND SIXTH STREET, 5.8 METERS
 BK1265'(19 FEET EAST OF EMERSON STREET, 13.7 METERS (45 FEET) EAST NORTHEAST
 BK1265'OF A POWER POLE WITH A TRANSFORMER AND STREET LIGHT, 8.8 METERS (29
 BK1265'FEET) NORTH OF THE CENTERLINE OF SIXTH STREET.  NOTE--THE MARK HAS NO
 BK1265'STAMPING AS OF THIS DATE.
 BK1265'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 BK1265'THE MARK IS 0.3 M ABOVE EMERSON STREET.
 BK1265
 BK1265                          STATION RECOVERY (2001)
 BK1265
 BK1265'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2606 ***********************************************************************
 BK2606  DESIGNATION -  DE RIDDER MAGNETIC RM 1
 BK2606  PID         -  BK2606
 BK2606  STATE/COUNTY-  LA/BEAUREGARD
 BK2606  USGS QUAD   -  DERIDDER (1994)
 BK2606
 BK2606                         *CURRENT SURVEY CONTROL
 BK2606  ___________________________________________________________________
 BK2606* NAD 83(1986)-  30 50 36.     (N)    093 16 40.     (W)     SCALED    
 BK2606* NAVD 88     -        55.308  (meters)     181.46   (feet)  ADJUSTED  
 BK2606  ___________________________________________________________________
 BK2606  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK2606  DYNAMIC HT  -          55.238 (meters)     181.23  (feet)  COMP
 BK2606  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 BK2606
 BK2606  VERT ORDER  -  SECOND    CLASS I
 BK2606
 BK2606.The horizontal coordinates were scaled from a topographic map and have
 BK2606.an estimated accuracy of +/- 6 seconds.
 BK2606
 BK2606.The orthometric height was determined by differential leveling
 BK2606.and adjusted by the National Geodetic Survey in February 1994..
 BK2606
 BK2606.The geoid height was determined by GEOID03.
 BK2606
 BK2606.The dynamic height is computed by dividing the NAVD 88
 BK2606.geopotential number by the normal gravity value computed on the
 BK2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2606.degrees latitude (g = 980.6199 gals.).
 BK2606
 BK2606.The modeled gravity was interpolated from observed gravity values.
 BK2606
 BK2606;                    North         East    Units  Estimated Accuracy
 BK2606;SPC LA S     -   261,330.      814,000.      MT  (+/- 180 meters Scaled)
 BK2606
 BK2606                          SUPERSEDED SURVEY CONTROL
 BK2606
 BK2606.No superseded survey control is available for this station.
 BK2606
 BK2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ734122(NAD 83)
 BK2606_MARKER: DB = BENCH MARK DISK
 BK2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2606_SP_SET: CONCRETE POST
 BK2606_STAMPING: DERIDDER MAGNETIC RM 1
 BK2606_MARK LOGO: CGS   
 BK2606_PROJECTION: RECESSED 15 CENTIMETERS
 BK2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2606+STABILITY: SURFACE MOTION
 BK2606
 BK2606  HISTORY     - Date     Condition        Report By
 BK2606  HISTORY     - 1935     MONUMENTED       CGS
 BK2606  HISTORY     - 1984     GOOD             LADTD
 BK2606  HISTORY     - 20011125 GOOD             USPSQD
 BK2606
 BK2606                          STATION DESCRIPTION
 BK2606
 BK2606'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2606'IN DE RIDDER.
 BK2606'FROM THE COURTHOUSE IN DE RIDDER, GO EAST ONE BLOCK ALONG WEST SECOND
 BK2606'STREET, THENCE SOUTH ONE BLOCK ALONG WASHINGTON STREET, THENCE 1.0 KM
 BK2606'0.6 MILE) EAST ALONG FOURTH STREET, THENCE SOUTH TWO BLOCKS ALONG
 BK2606'EMERSON STREET TO THE MARK ON THE LEFT IN SECTION 34, T 2 S, R 9 W,
 BK2606'IN THE SERVICE ALLEY BETWEEN FIFTH STREET AND SIXTH STREET, 45.57
 BK2606'METERS (149.49 FEET) NORTHEAST OF DERIDDER MAGNETIC STATION, 7.3
 BK2606'METERS (24 FEET) NORTHWEST OF CORNER OF 4 FOOT CHAIN LINK FENCE, 40.5
 BK2606'METERS (133 FEET) WEST OF SOUTHWEST CORNER OF TAN BRICK HOUSE FACING
 BK2606'HELEN STREET, 38.7 METERS (127 FEET) EAST OF CENTER LINE OF EMERSON
 BK2606'STREET.
 BK2606'THE MARK IS ABOVE LEVEL WITH EMERSON STREET.
 BK2606
 BK2606                          STATION RECOVERY (2001)
 BK2606
 BK2606'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3064 ***********************************************************************
 BK3064  DESIGNATION -  DE RIDDER PARISH CTHSE DOME
 BK3064  PID         -  BK3064
 BK3064  STATE/COUNTY-  LA/BEAUREGARD
 BK3064  USGS QUAD   -  DERIDDER (1994)
 BK3064
 BK3064                         *CURRENT SURVEY CONTROL
 BK3064  ___________________________________________________________________
 BK3064* NAD 83(1992)-  30 50 46.46459(N)    093 17 15.77772(W)     ADJUSTED  
 BK3064* NAVD 88     -                                                        
 BK3064  ___________________________________________________________________
 BK3064  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BK3064  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BK3064
 BK3064  HORZ ORDER  -  THIRD
 BK3064
 BK3064.The horizontal coordinates were established by classical geodetic methods
 BK3064.and adjusted by the National Geodetic Survey in January 1993..
 BK3064
 BK3064
 BK3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3064
 BK3064.The geoid height was determined by GEOID03.
 BK3064
 BK3064;                    North         East     Units Scale Factor Converg.
 BK3064;SPC LA S     -   261,670.993   813,051.944   MT  1.00003437   -0 58 38.0
 BK3064;SPC LA S     -   858,498.92  2,667,487.92   sFT  1.00003437   -0 58 38.0
 BK3064;SPC LA N     -    38,665.154   924,643.350   MT  1.00008808   -0 24 59.3
 BK3064;SPC LA N     -   126,853.93  3,033,600.72   sFT  1.00008808   -0 24 59.3
 BK3064;UTM  15      - 3,412,597.102   472,488.856   MT  0.99960934   -0 08 51.1
 BK3064
 BK3064                          SUPERSEDED SURVEY CONTROL
 BK3064
 BK3064  NAD 83(1986)-  30 50 46.48220(N)    093 17 15.76725(W) AD(       ) 4
 BK3064  NAD 27      -  30 50 45.78259(N)    093 17 15.17562(W) AD(       ) 3
 BK3064
 BK3064.Superseded values are not recommended for survey control.
 BK3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3064.See file dsdata.txt to determine how the superseded data were derived.
 BK3064
 BK3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7248912597(NAD 83)
 BK3064_MARKER: 86 = CUPOLA
 BK3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3064+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 BK3064
 BK3064  HISTORY     - Date     Condition        Report By
 BK3064  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK3064  HISTORY     - 1941     GOOD             CGS
 BK3064  HISTORY     - 1943     GOOD             USE
 BK3064  HISTORY     - 20021023 GOOD             USPSQD
 BK3064  HISTORY     - 20041021 GOOD             USPSQD
 BK3064
 BK3064                          STATION DESCRIPTION
 BK3064
 BK3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3064'THIS INTERSECTION STATION IS THE CUPOLA ON THE CENTER OF THE
 BK3064'BEAUREGARD PARISH COURTHOUSE, IN THE TOWN OF DE RIDDER.  IT
 BK3064'IS IN THE CENTER OF THE TOWN, ABOUT 140 FEET S OF THE CENTER
 BK3064'LINE OF FIRST AVENUE AND ABOUT 120 FEET W OF THE CENTER LINE OF
 BK3064'STEWART STREET.  IT IS IN THE N HALF OF THE SE 1/4 SECTION 33,
 BK3064'R 9 W, T 2 S.  THE COURTHOUSE WAS ERECTED IN 1914 AND THE CUPOLA
 BK3064'IS FAIRLY PROMINENT.
 BK3064'
 BK3064'THE COURTHOUSE IS A YELLOW BRICK STRUCTURE ABOUT 50 FEET HIGH.
 BK3064'THE CUPOLA IS A SQUARE WHITE STRUCTURE WITH TRUNCATED CORNERS.
 BK3064'THERE ARE THREE RECTANGULAR GRILLED WINDOWS IN EACH OF THE WIDE
 BK3064'SIDES AND A NARROW GRILLED WINDOW IN EACH OF THE NARROW SIDES.
 BK3064'THERE ARE TWO ORNAMENTAL URNS ABOVE EACH OF THE NARROW WINDOWS
 BK3064'AND A CLOCK DIAL AT THE TOP ON EACH OF THE WIDE SIDES, SET IN THE
 BK3064'WHITE LEDGE AROUND THE TOP OF THE CUPOLA.  THE YELLOW
 BK3064'DOME-SHAPED ROOF WITH HEAVY WHITE RIBS IS ABOUT 15 FEET HIGH.
 BK3064'IT HAS A WHITE OCTAGONAL ORNAMENT AT ITS APEX, FROM WHICH A
 BK3064'FLAGSTAFF WITH A GOLD BALL AT THE TOP RISES ABOUT 25 FEET.
 BK3064'THE SQUARE SECTION OF THE CUPOLA IS ABOUT 20 FEET HIGH.  THE
 BK3064'TOTAL HEIGHT IS ABOUT 110 FEET.
 BK3064
 BK3064                          STATION RECOVERY (1941)
 BK3064
 BK3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3064'RECOVERED AS DESCRIBED.
 BK3064
 BK3064                          STATION RECOVERY (1943)
 BK3064
 BK3064'RECOVERY NOTE BY US ENGINEERS 1943
 BK3064'THE DOME IS STILL STANDING.
 BK3064
 BK3064                          STATION RECOVERY (2002)
 BK3064
 BK3064'RECOVERY NOTE BY US POWER SQUADRON 2002 (BEH)
 BK3064'RECOVERED IN GOOD CONDITION.
 BK3064
 BK3064                          STATION RECOVERY (2004)
 BK3064
 BK3064'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK3064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1143 ***********************************************************************
 AT1143  DESIGNATION -  DE SUITE
 AT1143  PID         -  AT1143
 AT1143  STATE/COUNTY-  LA/PLAQUEMINES
 AT1143  USGS QUAD   -  BASTIAN BAY (1993)
 AT1143
 AT1143                         *CURRENT SURVEY CONTROL
 AT1143  ___________________________________________________________________
 AT1143* NAD 83(1992)-  29 21 46.86692(N)    089 41 07.67130(W)     ADJUSTED  
 AT1143* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1143  **This station is located in a subsidence area (see below).
 AT1143  ___________________________________________________________________
 AT1143  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AT1143  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AT1143
 AT1143  HORZ ORDER  -  FIRST
 AT1143
 AT1143.The horizontal coordinates were established by classical geodetic methods
 AT1143.and adjusted by the National Geodetic Survey in January 1993..
 AT1143
 AT1143 ** The orthometric height has not been validated since last determined
 AT1143 ** by differential leveling and should not be used for control purposes.
 AT1143 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1143 ** area with valid NAVD 88 orthometric heights.
 AT1143 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1143 ** epoch indicated which incorporates improved geoid heights for the
 AT1143 ** Southern Louisiana Subsidence area.
 AT1143 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1143.The orthometric height was scaled from a topographic map.
 AT1143
 AT1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1143
 AT1143.The geoid height was determined by GEOID03.
 AT1143
 AT1143;                    North         East     Units Scale Factor Converg.
 AT1143;SPC LA S     -    96,813.105 1,159,994.771   MT  0.99998726   +0 49 26.2
 AT1143;SPC LA S     -   317,627.66  3,805,749.51   sFT  0.99998726   +0 49 26.2
 AT1143;UTM  16      - 3,251,203.147   239,305.205   MT  1.00043868   -1 19 03.1
 AT1143
 AT1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1143!SPC LA S     -   1.00000380  x   0.99998726  =   0.99999106
 AT1143!UTM  16      -   1.00000380  x   1.00043868  =   1.00044248
 AT1143
 AT1143:                Primary Azimuth Mark                     Grid Az
 AT1143:SPC LA S     -  HOMEPLACE NAVIGATION LIGHT               014 11 41.6
 AT1143:UTM  16      -  HOMEPLACE NAVIGATION LIGHT               016 20 10.9
 AT1143
 AT1143|---------------------------------------------------------------------|
 AT1143| PID    Reference Object                     Distance      Geod. Az  |
 AT1143|                                                           dddmmss.s |
 AT1143| AT1150 HOMEPLACE NAVIGATION LIGHT          APPROX.10.9 KM 0150107.8 |
 AT1143| AT1107 TROPICAL BEND LIGHT                 APPROX. 8.8 KM 0613410.8 |
 AT1143| AT1108 EMPIRE CHURCH SPIRE                 APPROX. 8.9 KM 0710145.0 |
 AT1143| AT1113 ALBERTA LIGHT                       APPROX.10.9 KM 0835717.5 |
 AT1143| AT1120 ADAMS BAY SHORT WATER TANK          APPROX. 6.9 KM 0974254.6 |
 AT1143| AT1121 ADAMS BAY OIL DERRICK               APPROX. 7.0 KM 0974501.0 |
 AT1143| DD6571 DE SUITE RM 1                        16.770 METERS 09843     |
 AT1143| AT1137 BAYOU COOK LIGHT                    APPROX. 5.6 KM 1384957.5 |
 AT1143| AT1136 BAYOU COOK S ENT RED SLAT LT        APPROX. 5.6 KM 1384945.4 |
 AT1143| AT1138 HEAD OF GRAND BAYOU NAV LIGHT       APPROX. 7.4 KM 1751742.0 |
 AT1143| DD6572 DE SUITE RM 2                        17.500 METERS 17651     |
 AT1143| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX. 9.5 KM 2810437.7 |
 AT1143| AT1181 RATTLESNAKE                         APPROX. 9.5 KM 2954756.0 |
 AT1143| AT1157 FREEPORT SULPHUR CO WATER TANK      APPROX.12.0 KM 3580325.4 |
 AT1143| AT1154 FREEPORT SULPHUR CO FLOODLIGHT      APPROX.12.4 KM 3592656.2 |
 AT1143|---------------------------------------------------------------------|
 AT1143
 AT1143                          SUPERSEDED SURVEY CONTROL
 AT1143
 AT1143  NAD 83(1986)-  29 21 46.87660(N)    089 41 07.67941(W) AD(       ) 1
 AT1143  NAD 27      -  29 21 46.08300(N)    089 41 07.44600(W) AD(       ) 1
 AT1143
 AT1143.Superseded values are not recommended for survey control.
 AT1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1143.See file dsdata.txt to determine how the superseded data were derived.
 AT1143
 AT1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3930551203(NAD 83)
 AT1143_MARKER: DS = TRIANGULATION STATION DISK
 AT1143_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1143_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1143
 AT1143  HISTORY     - Date     Condition        Report By
 AT1143  HISTORY     - 1927     MONUMENTED       CGS
 AT1143  HISTORY     - 1934     GOOD             CGS
 AT1143  HISTORY     - 1948     GOOD             BAKER
 AT1143  HISTORY     - 1955     GOOD             CGS
 AT1143  HISTORY     - 1959     GOOD             CGS
 AT1143  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1143  HISTORY     - 19730226 MARK NOT FOUND   NGS
 AT1143
 AT1143                          STATION DESCRIPTION
 AT1143
 AT1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1143'IN THE BAYOU LOCALLY KNOWN AS BAYOU DE SUITE WHICH IS THE ONE WHICH
 AT1143'TRENDS OFF IN A
 AT1143'SOUTHWESTERLY DIRECTION FROM THE WESTERN END OF BAY AUX
 AT1143'FERE, ON THE S SHORE OF THE
 AT1143'SECOND BEND AFTER ENTERING THE BAYOU
 AT1143'FROM THE BAY AT THE POINT WHERE THE BAYU
 AT1143'DIVIDES.  ONE PART GOING
 AT1143'N AND THE OTHER S, ABOUT 16 METERS (52 FEET) FROM THE E
 AT1143'BANK OF THE S
 AT1143'BRANCH OF THE BAYOU, ON LINE WITH THE W BANK OF THE N BRANCH
 AT1143'EXTENDED, AND ABOUT
 AT1143'1/4 MILE FROM THE HOUSE OCCUPIED BY A.D. BURAS.
 AT1143'THE MAIN BAYOU RUNS IN A SOUTHWESTERLY
 AT1143'DIRECTION FROM BAY AUX FERE.
 AT1143'
 AT1143'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AT1143'IN CONCRETE AT THE
 AT1143'CENTER OF THE TOPS OF TILES WHICH ARE FASTENED
 AT1143'BY MEANS OF CONCRETE TO THE UPPER
 AT1143'ENDS OF LONG WOODEN PILE DRIVEN
 AT1143'INTO THE MARSH.
 AT1143'
 AT1143'REFERENCE MARK NO. 1 IS 16.77 METERS (55.0 FEET) FROM THE
 AT1143'STATION IN S 81 DEG 17 MIN E.
 AT1143'
 AT1143'REFERENCE MARK NO. 2 IS 17.50 METERS (57.4 FEET) FROM THE
 AT1143'STATION IN S 03 DEG 09 MIN E.
 AT1143'THE MARKS PROJECTS ABOUT 8 INCHES
 AT1143'ABOVE THE SURFACE OF THE MARSH.  THE
 AT1143'FINIAL OF THE SILVER WATER
 AT1143'TANK OF THE FREEPORT SULPHUR COMPANY PLANT, USED AS AN
 AT1143'AZIMUTH MARK, IS
 AT1143'VISIBLE FROM THE GROUND AT THE STATION AND IS N 78 DEG 55 MIN W.
 AT1143'THE
 AT1143'FINIAL OF THE SILVER WATER TANK AT THE FREEPORT
 AT1143'LOADING STATION IS N 1 DEG 57 MIN W.
 AT1143'THE NAVIGATION LIGHT
 AT1143'AT THE S ENTRANCE OF BAYOU COOK IS IN S 41 DEG 10 MIN E. THE TIP
 AT1143'OF AN OIL DERRICK IN ADAMS BAY IS IN S 88 DEG 44 MIN W.
 AT1143'AND THE HEAD OF GRAND BAYOU
 AT1143'NAVIGATION LIGHT IS S 4 DEG 42 MIN E.
 AT1143
 AT1143                          STATION RECOVERY (1948)
 AT1143
 AT1143'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948
 AT1143'THIS STATION AND REFERENCE MARKS WERE
 AT1143'RECOVERED IN GOOD
 AT1143'CONDITION.
 AT1143
 AT1143                          STATION RECOVERY (1955)
 AT1143
 AT1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1143'RECOVERED IN GOOD CONDITION.  A
 AT1143'COMPLETE DESCRIPTION FOLLOWS-
 AT1143'
 AT1143'ABOUT 8 MI. S OF PORT SULPHUR, ABOUT 5 MI. SW OF EMPIRE, AT
 AT1143'THE CONFLUENCE OF
 AT1143'BAYOU DE SUITE (RUNNING GENERALLY WSW-ENE) AND
 AT1143'BAYOU HUERTES (RUNNING PRINCIPALLY N
 AT1143'AND S), ON THE POINT OF LAND
 AT1143'FORMED BETWEEN THE S BANK OF BAYOU DE SUITE AND THE E
 AT1143'BANK OF
 AT1143'BAYOU HUERTES, ABOUT 1/4 MI. W OF A SMALL HOUSE, ON RANGE WITH THE
 AT1143'W SHORE OF BAYOU
 AT1143'HUERTES AS IT CONTINUE N, 39 FT. S OF THE S
 AT1143'SHORE OF BAYOU DE SUITE ALONG THIS
 AT1143'RANGE LINE, 47 FT. E OF THE E
 AT1143'BANK OF BAYOU HUERTES, A STANDARD DISK, STAMPED DE
 AT1143'SUITE 1927
 AT1143'AND SET IN AN 8-IN. TILE PROJECTING 8 IN.  THERE IS A 12-FT.
 AT1143'PLATFORM OVER THE STATION.
 AT1143'
 AT1143'REFERENCE MARK 1 IS 66 FT. S OF THE S EDGE OF BAYOU DE SUITE,
 AT1143'A STANDARD DISK,
 AT1143'STAMPED DE SUITE 1927 NO 1 AND SET IN AN 8-IN.
 AT1143'TILE PROJECTING 8 IN.
 AT1143'
 AT1143'REERENCE MARK 2 IS 66 FT. E OF THE E SHORE OF BAYOU HUERTES,
 AT1143'36 FT. N OF A
 AT1143'SMALL DRAIN, A STANDARD DISK, STAMPED DE SUITE 1927
 AT1143'NO 2 AND SET IN AN 8-IN. TILE
 AT1143'PROJECTING 8 IN.
 AT1143'
 AT1143'THE DISTANCE SHOWN BELOW WERE MEASURED AT THE TIME OF RECOVERY
 AT1143'WITH A STEEL TAPE.
 AT1143'THE AZIMUTHS SHOWN WERE COPIED FROM THE
 AT1143'ORIGINAL DESCRIPTION, BUT WERE
 AT1143'VERIFIED WITH A COMPASS AT THE TIME
 AT1143'OF RECOVERY AND FOUND SUBSTANTIALLY CORRECT.
 AT1143
 AT1143                          STATION RECOVERY (1959)
 AT1143
 AT1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AT1143'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 AT1143
 AT1143                          STATION RECOVERY (1965)
 AT1143
 AT1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1143'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  THE
 AT1143'SHORE OF THE BAYOU
 AT1143'HAS ERODED BADLY AND IT APPEARS THAT THE STATION
 AT1143'IS LOST.
 AT1143
 AT1143                          STATION RECOVERY (1973)
 AT1143
 AT1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2706 ***********************************************************************
 BX2706  DESIGNATION -  DEA 1919
 BX2706  PID         -  BX2706
 BX2706  STATE/COUNTY-  LA/RAPIDES
 BX2706  USGS QUAD   -  BOYCE (1992)
 BX2706
 BX2706                         *CURRENT SURVEY CONTROL
 BX2706  ___________________________________________________________________
 BX2706* NAD 83(1992)-  31 25 41.29838(N)    092 42 49.98796(W)     ADJUSTED  
 BX2706* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BX2706  ___________________________________________________________________
 BX2706  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BX2706  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2706
 BX2706  HORZ ORDER  -  FIRST
 BX2706
 BX2706.The horizontal coordinates were established by classical geodetic methods
 BX2706.and adjusted by the National Geodetic Survey in January 1993..
 BX2706
 BX2706.The orthometric height was scaled from a topographic map.
 BX2706
 BX2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2706
 BX2706.The geoid height was determined by GEOID03.
 BX2706
 BX2706;                    North         East     Units Scale Factor Converg.
 BX2706;SPC LA N     -   102,928.186   979,665.861   MT  0.99995100   -0 06 47.1
 BX2706;SPC LA N     -   337,690.22  3,214,120.41   sFT  0.99995100   -0 06 47.1
 BX2706;UTM  15      - 3,477,087.406   527,191.477   MT  0.99960912   +0 08 57.1
 BX2706
 BX2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2706!SPC LA N     -   1.00000081  x   0.99995100  =   0.99995181
 BX2706!UTM  15      -   1.00000081  x   0.99960912  =   0.99960992
 BX2706
 BX2706:                Primary Azimuth Mark                     Grid Az
 BX2706:SPC LA N     -  MOB 1919                                 299 42 05.9
 BX2706:UTM  15      -  MOB 1919                                 299 26 21.7
 BX2706
 BX2706|---------------------------------------------------------------------|
 BX2706| PID    Reference Object                     Distance      Geod. Az  |
 BX2706|                                                           dddmmss.s |
 BX2706| BX2707 MOB 1919                            APPROX. 0.6 KM 2993518.8 |
 BX2706|---------------------------------------------------------------------|
 BX2706
 BX2706                          SUPERSEDED SURVEY CONTROL
 BX2706
 BX2706  NAD 83(1986)-  31 25 41.32156(N)    092 42 49.98040(W) AD(       ) 1
 BX2706  NAD 27      -  31 25 40.68668(N)    092 42 49.44571(W) AD(       ) 1
 BX2706
 BX2706.Superseded values are not recommended for survey control.
 BX2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2706.See file dsdata.txt to determine how the superseded data were derived.
 BX2706
 BX2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2719177087(NAD 83)
 BX2706_MARKER: S = SPIKE
 BX2706_SETTING: 0 = UNSPECIFIED SETTING
 BX2706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2706
 BX2706  HISTORY     - Date     Condition        Report By
 BX2706  HISTORY     - 1919     MONUMENTED       CGS
 BX2706  HISTORY     - 1934     MARK NOT FOUND   LAGS
 BX2706  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2706  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2706
 BX2706                          STATION DESCRIPTION
 BX2706
 BX2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2706'ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ABOUT 5/8 MILE W
 BX2706'OF ZIMMERMAN, 9-3/4 TELEGRAPH POLES E OF MILEBOARD NO. 213, AND
 BX2706'5 METERS (16 FEET) N OF CENTER LINE OF MAIN TRACK.  MARKED
 BX2706'BY A SPIKE IN A 2-BY 4-INCH STAKE DRIVEN IN GROUND.
 BX2706
 BX2706                          STATION RECOVERY (1934)
 BX2706
 BX2706'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BX2706'STATION NOT RECOVERED.  THE STATION APPARENTLY HAS BEEN DESTROYED
 BX2706'OR COVERED IN THE CONSTRUCTION OF A NEW RAILWAY FILL.
 BX2706
 BX2706                          STATION RECOVERY (1935)
 BX2706
 BX2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2706'STATION NOT RECOVERED.
 BX2706
 BX2706                          STATION RECOVERY (1999)
 BX2706
 BX2706'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2402 ***********************************************************************
 BJ2402  DESIGNATION -  DEAD LIVE OAK 26 BOLT
 BJ2402  PID         -  BJ2402
 BJ2402  STATE/COUNTY-  LA/ST MARTIN
 BJ2402  USGS QUAD   -  COW BAYOU (1992)
 BJ2402
 BJ2402                         *CURRENT SURVEY CONTROL
 BJ2402  ___________________________________________________________________
 BJ2402* NAD 83(1986)-  30 16 41.     (N)    091 36 44.     (W)     SCALED    
 BJ2402* NAVD 88     -         4.90   (+/-2cm)      16.1    (feet)  VERTCON   
 BJ2402  ___________________________________________________________________
 BJ2402  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2402
 BJ2402  VERT ORDER  -  ? (See Below)
 BJ2402
 BJ2402.The horizontal coordinates were scaled from a topographic map and have
 BJ2402.an estimated accuracy of +/- 6 seconds.
 BJ2402
 BJ2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2402.The vertical order pertains to the NGVD 29 superseded value.
 BJ2402
 BJ2402.The geoid height was determined by GEOID03.
 BJ2402
 BJ2402;                    North         East    Units  Estimated Accuracy
 BJ2402;SPC LA S     -   197,120.      973,170.      MT  (+/- 180 meters Scaled)
 BJ2402
 BJ2402                          SUPERSEDED SURVEY CONTROL
 BJ2402
 BJ2402  NGVD 29 (??/??/??)    4.910  (m)           16.11   (f) ADJUSTED    ?  
 BJ2402
 BJ2402.Superseded values are not recommended for survey control.
 BJ2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2402.See file dsdata.txt to determine how the superseded data were derived.
 BJ2402
 BJ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP334504(NAD 83)
 BJ2402_MARKER: B = BOLT
 BJ2402_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2402_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2402
 BJ2402  HISTORY     - Date     Condition        Report By
 BJ2402  HISTORY     - UNK      MONUMENTED       DOD
 BJ2402  HISTORY     - 1933     GOOD             DOD
 BJ2402  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2402
 BJ2402                          STATION DESCRIPTION
 BJ2402
 BJ2402'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2402'BUTTE LA ROSE.
 BJ2402'5.4 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2402'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, IN FRACTIONAL SEC.
 BJ2402'12, T. 9 S., R. 8 E., ABOUT 900 FEET NORTHEAST OF THE HEAD OF BAYOU LA
 BJ2402'ROMPE, 153 FEET BACK OF THE RIVER BANK, IN THE SECOND GROWTH OF
 BJ2402'TIMBER, 55.4 FEET NORTHEAST OF P.B.M. 26 (U.S.E.), DESCRIBED BELOW, 37
 BJ2402'FEET NORTHWEST OF A BLAZED 24-INCH WILLOW TREE, 32.6 FEET FEET EAST OF
 BJ2402'A BLAZED 9-INCH COTTONWOOD TREE, 21.8 FEET NORTH OF A BLAZED 9-INCH
 BJ2402'ELM TREE, 15 FEET EAST OF A BLAZED 3-INCH SYCAMORE TREE, AND 6 FEET
 BJ2402'SOUTH OF A BLAZED 3-INCH CYPRESS TREE.  A COPPER BOLT, SET IN THE TOP
 BJ2402'OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BJ2402'THROUGH AN IRON PIPE PROJECTING ABOUT 3 FEET ABOVE GROUND AND BEARING
 BJ2402'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2402
 BJ2402                          STATION RECOVERY (1953)
 BJ2402
 BJ2402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2401 ***********************************************************************
 BJ2401  DESIGNATION -  DEAD LIVE OAK 26 CAP
 BJ2401  PID         -  BJ2401
 BJ2401  STATE/COUNTY-  LA/ST MARTIN
 BJ2401  USGS QUAD   -  COW BAYOU (1992)
 BJ2401
 BJ2401                         *CURRENT SURVEY CONTROL
 BJ2401  ___________________________________________________________________
 BJ2401* NAD 83(1986)-  30 16 41.     (N)    091 36 44.     (W)     SCALED    
 BJ2401* NAVD 88     -         6.13   (+/-2cm)      20.1    (feet)  VERTCON   
 BJ2401  ___________________________________________________________________
 BJ2401  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2401
 BJ2401  VERT ORDER  -  ? (See Below)
 BJ2401
 BJ2401.The horizontal coordinates were scaled from a topographic map and have
 BJ2401.an estimated accuracy of +/- 6 seconds.
 BJ2401
 BJ2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2401.The vertical order pertains to the NGVD 29 superseded value.
 BJ2401
 BJ2401.The geoid height was determined by GEOID03.
 BJ2401
 BJ2401;                    North         East    Units  Estimated Accuracy
 BJ2401;SPC LA S     -   197,120.      973,170.      MT  (+/- 180 meters Scaled)
 BJ2401
 BJ2401                          SUPERSEDED SURVEY CONTROL
 BJ2401
 BJ2401  NGVD 29 (??/??/??)    6.138  (m)           20.14   (f) ADJUSTED    ?  
 BJ2401
 BJ2401.Superseded values are not recommended for survey control.
 BJ2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2401.See file dsdata.txt to determine how the superseded data were derived.
 BJ2401
 BJ2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP334504(NAD 83)
 BJ2401_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2401
 BJ2401  HISTORY     - Date     Condition        Report By
 BJ2401  HISTORY     - UNK      MONUMENTED       DOD
 BJ2401  HISTORY     - 1933     GOOD             DOD
 BJ2401  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2401
 BJ2401                          STATION DESCRIPTION
 BJ2401
 BJ2401'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2401'5.4 MI SE FROM BUTTE LA ROSE.
 BJ2401'5.4 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2401'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, IN FRACTIONAL SEC.
 BJ2401'12, T. 9 S., R. 8 E., ABOUT 900 FEET NORTHEAST OF THE HEAD OF BAYOU LA
 BJ2401'ROMPE, 153 FEET BACK OF THE RIVER BANK, IN THE SECOND GROWTH OF
 BJ2401'TIMBER, 55.4 FEET NORTHEAST OF P.B.M. 26 (U.S.E.), DESCRIBED BELOW, 37
 BJ2401'FEET NORTHWEST OF A BLAZED 24-INCH WILLOW TREE, 32.6 FEET EAST OF A
 BJ2401'BLAZED 9-INCH COTTONWOOD TREE, 21.8 FEET NORTH OF A BLAZED 9-INCH ELM
 BJ2401'TREE, 15 FEET EAST OF A BLAZED 3-INCH SYCAMORE TREE, AND 6 FEET SOUTH
 BJ2401'OF A BLAZED 3-INCH CYPRESS TREE.  AN IRON PIPE PROJECTING ABOUT 3 FEET
 BJ2401'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BJ2401'CAP.
 BJ2401
 BJ2401                          STATION RECOVERY (1953)
 BJ2401
 BJ2401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3256 ***********************************************************************
 AU3256  DESIGNATION -  DEADWOOD RD
 AU3256  PID         -  AU3256
 AU3256  STATE/COUNTY-  LA/TERREBONNE
 AU3256  USGS QUAD   -  GIBSON (1980)
 AU3256
 AU3256                         *CURRENT SURVEY CONTROL
 AU3256  ___________________________________________________________________
 AU3256* NAD 83(1992)-  29 42 17.36085(N)    090 59 36.34883(W)     ADJUSTED  
 AU3256* NAVD 88     -         0.67   (+/-2cm)       2.2  **(feet)  VERTCON   
 AU3256  **This station is located in a subsidence area (see below).
 AU3256  ___________________________________________________________________
 AU3256  X           -     -96,129.591 (meters)                     COMP
 AU3256  Y           -  -5,543,688.671 (meters)                     COMP
 AU3256  Z           -   3,141,982.616 (meters)                     COMP
 AU3256  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3256  ELLIP HEIGHT-         -25.00  (meters)          (07/18/02) GPS OBS
 AU3256  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3256
 AU3256  HORZ ORDER  -  FIRST
 AU3256  VERT ORDER  -  THIRD ? (See Below)
 AU3256  ELLP ORDER  -  FOURTH    CLASS II
 AU3256
 AU3256.The horizontal coordinates were established by GPS observations
 AU3256.and adjusted by the National Geodetic Survey in January 1993..
 AU3256
 AU3256 ** The orthometric height has not been validated since last determined
 AU3256 ** by differential leveling and should not be used for control purposes.
 AU3256 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3256 ** area with valid NAVD 88 orthometric heights.
 AU3256 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3256 ** epoch indicated which incorporates improved geoid heights for the
 AU3256 ** Southern Louisiana Subsidence area.
 AU3256 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3256.The vertical order pertains to the NGVD 29 superseded value.
 AU3256
 AU3256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3256
 AU3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3256
 AU3256.The ellipsoidal height was determined by GPS observations
 AU3256.and is referenced to NAD 83.
 AU3256
 AU3256.The geoid height was determined by GEOID03.
 AU3256
 AU3256;                    North         East     Units Scale Factor Converg.
 AU3256;SPC LA S     -   133,597.060 1,032,890.554   MT  0.99993901   +0 10 11.8
 AU3256;SPC LA S     -   438,309.69  3,388,741.76   sFT  0.99993901   +0 10 11.8
 AU3256;UTM  15      - 3,287,762.847   694,119.521   MT  1.00006496   +0 59 40.7
 AU3256
 AU3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3256!SPC LA S     -   1.00000393  x   0.99993901  =   0.99994294
 AU3256!UTM  15      -   1.00000393  x   1.00006496  =   1.00006889
 AU3256
 AU3256                          SUPERSEDED SURVEY CONTROL
 AU3256
 AU3256  ELLIP H (01/21/93)  -25.02   (m)                       GP(       ) 4 2
 AU3256  NAD 83(1986)-  29 42 17.38104(N)    090 59 36.34818(W) AD(       ) 1
 AU3256  NGVD 29 (04/21/89)    0.76   (m)            2.5    (f) LEVELING    3  
 AU3256
 AU3256.Superseded values are not recommended for survey control.
 AU3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3256.See file dsdata.txt to determine how the superseded data were derived.
 AU3256
 AU3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9412087763(NAD 83)
 AU3256_MARKER: I = METAL ROD
 AU3256_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3256_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3256_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3256+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3256
 AU3256  HISTORY     - Date     Condition        Report By
 AU3256  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3256
 AU3256                          STATION DESCRIPTION
 AU3256
 AU3256'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3256'THE STATION IS LOCATED ABOUT 25 MILES NORTHWEST OF HOUMA LOUISIANA
 AU3256'ABOUT 2.2 MILES OFF OF STATE HIGHWAY 20, AT THE EDGE OF DEADWOOD ROAD.
 AU3256'
 AU3256'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 311 AND US HIGHWAY
 AU3256'90, IN HOUMA LOUISIANA, FOLLOW HIGHWAY 311 FOR 12.4 MILES TO MAIN
 AU3256'PROJECT ROAD, THAT VEERS OFF ON THE LEFT.  GO 1.6 MILES ON MAIN
 AU3256'PROJECT ROAD TO THE JUNCTION WITH STATE HIGHWAY 20.  GO LEFT ON
 AU3256'HIGHWAY 20 FOR 9.0 MILES TO DEADWOOD ROAD, ON THE RIGHT GO 2.2 MILES
 AU3256'ON DEADWOOD ROAD TO THE STATION ON THE RIGHT, BETWEEN THE ROAD AND THE
 AU3256'BAYOU.
 AU3256'
 AU3256'THE STATION IS A 9/16 INCH DIAMETER STEEL ROAD, DRIVEN INTO THE
 AU3256'GROUND.  A PIECE OF PVC PIPE IS SURROUNDING THE ROD AND THE PVC PIPE
 AU3256'IS SURROUNDED BY AN IRREGULAR MASS OF CONCRETE.  THE STATION IS SET
 AU3256'NEARLY FLUSH WITH THE GROUND.  THE STATION IS 27.5 FEET WEST OF THE
 AU3256'CENTER OF THE ROAD, 55.5 FEET NORTH OF POWER POLE NUMBER 17212 5926,
 AU3256'21.5 FEET EAST OF THE EAST EDGE OF THE BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2484 ***********************************************************************
 BJ2484  DESIGNATION -  DEAL CAP
 BJ2484  PID         -  BJ2484
 BJ2484  STATE/COUNTY-  LA/ST LANDRY
 BJ2484  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2484
 BJ2484                         *CURRENT SURVEY CONTROL
 BJ2484  ___________________________________________________________________
 BJ2484* NAD 83(1986)-  30 25 35.     (N)    091 43 20.     (W)     SCALED    
 BJ2484* NAVD 88     -         7.60   (+/-2cm)      24.9    (feet)  VERTCON   
 BJ2484  ___________________________________________________________________
 BJ2484  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ2484
 BJ2484  VERT ORDER  -  ? (See Below)
 BJ2484
 BJ2484.The horizontal coordinates were scaled from a topographic map and have
 BJ2484.an estimated accuracy of +/- 6 seconds.
 BJ2484
 BJ2484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2484.The vertical order pertains to the NGVD 29 superseded value.
 BJ2484
 BJ2484.The geoid height was determined by GEOID03.
 BJ2484
 BJ2484;                    North         East    Units  Estimated Accuracy
 BJ2484;SPC LA S     -   213,600.      962,640.      MT  (+/- 180 meters Scaled)
 BJ2484
 BJ2484                          SUPERSEDED SURVEY CONTROL
 BJ2484
 BJ2484  NGVD 29 (??/??/??)    7.608  (m)           24.96   (f) ADJUSTED    ?  
 BJ2484
 BJ2484.Superseded values are not recommended for survey control.
 BJ2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2484.See file dsdata.txt to determine how the superseded data were derived.
 BJ2484
 BJ2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP227667(NAD 83)
 BJ2484_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2484
 BJ2484  HISTORY     - Date     Condition        Report By
 BJ2484  HISTORY     - UNK      MONUMENTED       DOD
 BJ2484  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2484
 BJ2484                          STATION DESCRIPTION
 BJ2484
 BJ2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2484'9.6 MI SE FROM KROTZ SPRINGS.
 BJ2484'9.6 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2484'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1.8 MILES
 BJ2484'SOUTHEAST OF A POINT WHERE THE LEVEE CROSSES BIG OFFA BAYOU, ABOUT 1.4
 BJ2484'MILES NORTH OF THE MOUTH OF INDIAN BAYOU, IN THE SE1/4 SEC. 23, T.7
 BJ2484'S., R.7 E., 532 FEET SOUTHWEST OF LEVEE STATION 2897+50.90, ON THE
 BJ2484'WEST BANK OF ATCHAFALAYA RIVER, IN A WILLOW THICKET, 984 FEET
 BJ2484'SOUTHEAST OF P.B.M. GARLAND (U.S.E.), DESCRIBED ABOVE, ABOUT 1,750
 BJ2484'FEET SOUTH OF A POINT WHERE THE LEVEE CROSSES A SLOUGH FLOWING
 BJ2484'NORTHEAST INTO THE RIVER, ABOUT 500 FEET ABOVE A POINT WHERE THE LEVEE
 BJ2484'CROSSES THE UPPER OF THREE SLOUGHS FLOWING NORTHEAST AND JOINING
 BJ2484'BEFORE REACHING THE RIVER, 17 FEET NORTHEAST OF AN 8-INCH CYPRESS
 BJ2484'TREE, 16 FEET SOUTHEAST OF AN 8-INCH CYPRESS TREE, AND 3 FEET
 BJ2484'NORTHWEST OF A 6-INCH WILLOW TREE.  AN IRON PIPE PROJECTING ABOUT 1
 BJ2484'FOOT ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2484'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2650 ***********************************************************************
 CQ2650  DESIGNATION -  DEAN
 CQ2650  PID         -  CQ2650
 CQ2650  STATE/COUNTY-  LA/UNION
 CQ2650  USGS QUAD   -  MARION EAST (1988)
 CQ2650
 CQ2650                         *CURRENT SURVEY CONTROL
 CQ2650  ___________________________________________________________________
 CQ2650* NAD 83(1992)-  32 52 59.83187(N)    092 07 37.61808(W)     ADJUSTED  
 CQ2650* NAVD 88     -        37.73   (+/-2cm)     123.8    (feet)  VERTCON   
 CQ2650  ___________________________________________________________________
 CQ2650  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CQ2650  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2650
 CQ2650  HORZ ORDER  -  FIRST
 CQ2650  VERT ORDER  -  THIRD ? (See Below)
 CQ2650
 CQ2650.The horizontal coordinates were established by classical geodetic methods
 CQ2650.and adjusted by the National Geodetic Survey in September 1999..
 CQ2650
 CQ2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2650.The vertical order pertains to the NGVD 29 superseded value.
 CQ2650
 CQ2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2650
 CQ2650.The geoid height was determined by GEOID03.
 CQ2650
 CQ2650;                    North         East     Units Scale Factor Converg.
 CQ2650;SPC LA N     -   264,320.859 1,034,894.909   MT  1.00005657   +0 11 49.7
 CQ2650;SPC LA N     -   867,192.68  3,395,317.71   sFT  1.00005657   +0 11 49.7
 CQ2650;SPC AR S     -   424,034.444   388,103.567   MT  1.00011846   -0 04 16.1
 CQ2650;SPC AR S     - 1,391,186.34  1,273,303.12   sFT  1.00011846   -0 04 16.1
 CQ2650;UTM  15      - 3,638,685.903   581,649.670   MT  0.99968220   +0 28 26.2
 CQ2650
 CQ2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2650!SPC LA N     -   0.99999816  x   1.00005657  =   1.00005473
 CQ2650!SPC AR S     -   0.99999816  x   1.00011846  =   1.00011662
 CQ2650!UTM  15      -   0.99999816  x   0.99968220  =   0.99968036
 CQ2650
 CQ2650|---------------------------------------------------------------------|
 CQ2650| PID    Reference Object                     Distance      Geod. Az  |
 CQ2650|                                                           dddmmss.s |
 CQ2650| CY4228 DEAN RM 1                            35.363 METERS 02115     |
 CQ2650| CQ2647 MARION                              APPROX.10.4 KM 2570120.3 |
 CQ2650| CQ2648 MARION MUNICIPAL TANK               APPROX.11.1 KM 2824550.3 |
 CQ2650| CY4229 DEAN RM 2                            40.289 METERS 30340     |
 CQ2650|---------------------------------------------------------------------|
 CQ2650
 CQ2650                          SUPERSEDED SURVEY CONTROL
 CQ2650
 CQ2650  NAD 83(1992)-  32 52 59.83824(N)    092 07 37.61548(W) AD(       ) 1
 CQ2650  NAD 83(1986)-  32 52 59.84519(N)    092 07 37.60945(W) AD(       ) 1
 CQ2650  NAD 27      -  32 52 59.37800(N)    092 07 37.12900(W) AD(       ) 1
 CQ2650  NGVD 29 (07/19/86)   37.82   (m)          124.1    (f) LEVELING    3  
 CQ2650
 CQ2650.Superseded values are not recommended for survey control.
 CQ2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2650.See file dsdata.txt to determine how the superseded data were derived.
 CQ2650
 CQ2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8165038686(NAD 83)
 CQ2650_MARKER: DS = TRIANGULATION STATION DISK
 CQ2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2650
 CQ2650  HISTORY     - Date     Condition        Report By
 CQ2650  HISTORY     - 1952     MONUMENTED       CGS
 CQ2650  HISTORY     - 19821101 SEE DESCRIPTION  USGS
 CQ2650
 CQ2650                          STATION DESCRIPTION
 CQ2650
 CQ2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2650'THE STATION IS IN SECTION 23, T 22 N, R 3 E, ABOUT 7 MILES
 CQ2650'SOUTHEAST OF MARION, 2-1/2 MILES WEST OF THE OUACHITA RIVER,
 CQ2650'AT THE WEST EDGE OF TIMBERLAND OWNED BY MRS. DAY.  THE MARK
 CQ2650'IS 98 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 38 FEET
 CQ2650'EAST OF THE CENTER OF A TRACK ROAD AND 10 FEET NORTH OF
 CQ2650'A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2650'
 CQ2650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CQ2650'11 AND 156 IN MARION, GO SOUTHEAST ON HIGHWAY 11 FOR 0.1
 CQ2650'MILE TO A Y-JUNCTION, BEAR LEFT AND CONTINUE SOUTHEAST 5.1
 CQ2650'MILES TO A CROSS ROAD, BEAR RIGHT ACROSS A RAILROAD TRACK
 CQ2650'AND CONTINUE SOUTHEAST FOR 1.0 MILE TO A SMALL BRIDGE AND
 CQ2650'A CROSS ROAD, TURN RIGHT AND GO SOUTH 1.4 MILES TO THE JUNCTION
 CQ2650'OF FIVE ROADS, TURN SHARP LEFT AND GO EAST 1.2 MILES TO
 CQ2650'THE STATION ON THE RIGHT.  THE STATION MARK PROJECTS 4 INCHES
 CQ2650'AND THE DISK IS STAMPED DEAN 1952.
 CQ2650'
 CQ2650'REFERENCE MARK 1 IS 20 FEET NORTH OF THE CENTER OF THE MAIN
 CQ2650'ROAD AND 3 FEET NORTH OF A FENCE.  THE MARK PROJECTS 5 INCHES
 CQ2650'AND THE DISK IS STAMPED DEAN NO 1 1952.
 CQ2650'
 CQ2650'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTER OF THE ROAD
 CQ2650'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 CQ2650'AND THE DISK IS STAMPED DEAN NO 2 1952.
 CQ2650'
 CQ2650'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 CQ2650'
 CQ2650'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CQ2650
 CQ2650                          STATION RECOVERY (1982)
 CQ2650
 CQ2650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JTF)
 CQ2650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2850 ***********************************************************************
 BX2850  DESIGNATION -  DEAN
 BX2850  PID         -  BX2850
 BX2850  STATE/COUNTY-  LA/SABINE
 BX2850  USGS QUAD   -  MANY (1994)
 BX2850
 BX2850                         *CURRENT SURVEY CONTROL
 BX2850  ___________________________________________________________________
 BX2850* NAD 83(1992)-  31 31 57.02133(N)    093 27 31.44957(W)     ADJUSTED  
 BX2850* NAVD 88     -       101.3    (meters)     332.     (feet)  VERTCON   
 BX2850  ___________________________________________________________________
 BX2850  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 BX2850  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2850
 BX2850  HORZ ORDER  -  SECOND
 BX2850
 BX2850.The horizontal coordinates were established by classical geodetic methods
 BX2850.and adjusted by the National Geodetic Survey in January 1993..
 BX2850
 BX2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2850
 BX2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2850
 BX2850.The geoid height was determined by GEOID03.
 BX2850
 BX2850;                    North         East     Units Scale Factor Converg.
 BX2850;SPC LA N     -   114,882.228   908,956.287   MT  0.99993720   -0 30 24.8
 BX2850;SPC LA N     -   376,909.44  2,982,134.08   sFT  0.99993720   -0 30 24.8
 BX2850;UTM  15      - 3,488,710.584   456,451.314   MT  0.99962339   -0 14 23.7
 BX2850
 BX2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2850!SPC LA N     -   0.99998825  x   0.99993720  =   0.99992545
 BX2850!UTM  15      -   0.99998825  x   0.99962339  =   0.99961165
 BX2850
 BX2850|---------------------------------------------------------------------|
 BX2850| PID    Reference Object                     Distance      Geod. Az  |
 BX2850|                                                           dddmmss.s |
 BX2850| BX2849 DEAN LDH 1971 A PT                   17.394 METERS 04437     |
 BX2850| BX2846 FISHER LOT                          APPROX. 3.4 KM 0851649.2 |
 BX2850| CV8363 DEAN RM 1                            25.104 METERS 10435     |
 BX2850| BX3148 DEAN AZ MK                                         2392827.6 |
 BX2850| CV8364 DEAN RM 2                            15.340 METERS 24058     |
 BX2850|---------------------------------------------------------------------|
 BX2850
 BX2850                          SUPERSEDED SURVEY CONTROL
 BX2850
 BX2850  NAD 83(1986)-  31 31 57.03376(N)    093 27 31.44369(W) AD(       ) 2
 BX2850  NAD 27      -  31 31 56.40383(N)    093 27 30.81694(W) AD(       ) 2
 BX2850  NGVD 29 (07/19/86)  101.4    (m)          333.     (f) VERT ANG       
 BX2850
 BX2850.Superseded values are not recommended for survey control.
 BX2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2850.See file dsdata.txt to determine how the superseded data were derived.
 BX2850
 BX2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5645188711(NAD 83)
 BX2850_MARKER: DD = SURVEY DISK
 BX2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2850
 BX2850  HISTORY     - Date     Condition        Report By
 BX2850  HISTORY     - 1971     MONUMENTED       LADH
 BX2850  HISTORY     - 20010922 GOOD             USPSQD
 BX2850
 BX2850                          STATION DESCRIPTION
 BX2850
 BX2850'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2850'THE STATION IS LOCATED 3 MILES SOUTH-SOUTHEAST OF MANY, 3.6 MILES
 BX2850'NORTH OF FLORIEN AND 13 MILES SOUTHEAST OF ZWOLLE, IN THE NORTHEAST
 BX2850'1/4 OF SECTION 2, T6N, R11W, AND ON THE PROPERTY OWNED BY GEORGE
 BX2850'DEAN, ADDRESS GENERAL DELIVERY, MANY, LOUISIANA.
 BX2850'
 BX2850'TO REACH THE STATION FROM THE POST OFFICE IN MANY, GO EAST ON U. S.
 BX2850'HIGHWAY 171 AND STATE HIGHWAY 6 FOR 0.55 MILE TO THE JUNCTION OF
 BX2850'STATE HIGHWAY 6 NORTH AND U. S. HIGHWAY 171 SOUTH, TURN RIGHT ON
 BX2850'U. S. HIGHWAY 171 AND GO SOUTHEAST FOR 2.55 MILES TO AN ANGLE
 BX2850'PAVED ROAD LEFT, BEAR LEFT AND GO SOUTHEAST ON THE PAVED ROAD FOR
 BX2850'0.9 MILE TO THE STATION WHICH IS SET ON THE LEFT AND EAST OF THE
 BX2850'ROAD NEAR A FENCE CORNER.
 BX2850'
 BX2850'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON THE
 BX2850'PAVED ROAD FOR 0.3 MILE TO U. S. HIGHWAY 171 AND THE MARK WHICH IS
 BX2850'SET ON THE WEST SIDE OF U. S. HIGHWAY 171 NEAR A POWER POLE.
 BX2850'
 BX2850'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2850'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2850'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2850'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2850'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2850'STAMPED DEAN 1971.  THE MARK IS 25 FEET WEST-NORTHWEST OF A 10 INCH
 BX2850'GUM TREE, 25 FEET SOUTHEAST OF THE CENTER OF A PARISH ROAD, 6
 BX2850'FEET SOUTH-SOUTHEAST OF A POWER POLE, 5 FEET SOUTH OF A FENCE
 BX2850'CORNER, AND 5.5 FEET EAST-SOUTHEAST OF AMETAL WITNESS POST AND
 BX2850'SIGN.
 BX2850'
 BX2850'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2850'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2850'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2850'STAMPED DEAN R. M. 1 1971.  IT IS 87 FEET SOUTHEAST OF THE CENTER
 BX2850'OF A PARISH ROAD, 62 FEET EAST OF A 10 INCH GUM TREE, 9 FEET
 BX2850'NORTH-NORTHWEST OF A 12 INCH PINE TREE, AND 1.5 FEET SOUTH OF A
 BX2850'FENCE.
 BX2850'
 BX2850'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2850'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2850'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2850'STAMPED DEAN R. M. 2 1971.  IT IS 53 FEET SOUTHWEST OF A POWER
 BX2850'POLE, 44 FEET WEST-NORTHWEST OF A 10 INCH PINE TREE, 23 FEET
 BX2850'SOUTHEAST OF THE CENTER OF A PARISH ROAD, AND 1.5 FEET SOUTHEAST
 BX2850'OF A FENCE.
 BX2850'
 BX2850'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2850'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2850'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2850'STAMPED DEAN AZ. MK. 1971.  IT IS 47 FEET WEST OF THE CENTER OF
 BX2850'U. S. HIGHWAY 171, 12 FEET SOUTH OF A POWER POLE, 7 FEET NORTH OF
 BX2850'A 24 INCH PINE TREE, 2.5 FEET EAST OF A FENCE, AND 2 FEET WEST OF
 BX2850'A METAL WITNESS POST AND SIGN.
 BX2850'
 BX2850'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX2850
 BX2850                          STATION RECOVERY (2001)
 BX2850
 BX2850'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3148 ***********************************************************************
 BX3148  DESIGNATION -  DEAN AZ MK
 BX3148  PID         -  BX3148
 BX3148  STATE/COUNTY-  LA/SABINE
 BX3148  USGS QUAD   -  MANY (1994)
 BX3148
 BX3148                         *CURRENT SURVEY CONTROL
 BX3148  ___________________________________________________________________
 BX3148* NAD 83(1986)-  31 31 48.     (N)    093 27 48.     (W)     SCALED    
 BX3148* NAVD 88     -       102.766  (meters)     337.16   (feet)  ADJUSTED  
 BX3148  ___________________________________________________________________
 BX3148  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BX3148  DYNAMIC HT  -         102.641 (meters)     336.75  (feet)  COMP
 BX3148  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BX3148
 BX3148  VERT ORDER  -  SECOND    CLASS I
 BX3148
 BX3148.The horizontal coordinates were scaled from a topographic map and have
 BX3148.an estimated accuracy of +/- 6 seconds.
 BX3148
 BX3148.The orthometric height was determined by differential leveling
 BX3148.and adjusted by the National Geodetic Survey in February 1994..
 BX3148
 BX3148.The geoid height was determined by GEOID03.
 BX3148
 BX3148.The dynamic height is computed by dividing the NAVD 88
 BX3148.geopotential number by the normal gravity value computed on the
 BX3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3148.degrees latitude (g = 980.6199 gals.).
 BX3148
 BX3148.The modeled gravity was interpolated from observed gravity values.
 BX3148
 BX3148;                    North         East    Units  Estimated Accuracy
 BX3148;SPC LA N     -   114,610.      908,520.      MT  (+/- 180 meters Scaled)
 BX3148
 BX3148                          SUPERSEDED SURVEY CONTROL
 BX3148
 BX3148.No superseded survey control is available for this station.
 BX3148
 BX3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ560884(NAD 83)
 BX3148_MARKER: DZ = AZIMUTH MARK DISK
 BX3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3148_SP_SET: CONCRETE POST
 BX3148_STAMPING: DEAN AZ MK 1971
 BX3148_MARK LOGO: LADH  
 BX3148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3148+STABILITY: SURFACE MOTION
 BX3148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3148+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1989
 BX3148
 BX3148  HISTORY     - Date     Condition        Report By
 BX3148  HISTORY     - 1971     MONUMENTED       LADH
 BX3148  HISTORY     - 19890613 GOOD             LADTD
 BX3148  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3148  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX3148
 BX3148                          STATION DESCRIPTION
 BX3148
 BX3148'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3148'THE STATION IS LOCATED ABOUT 48.1 KM (29.9 MI) NORTH OF LEESVILLE AND
 BX3148'ABOUT 5.3 KM (3.3 MI) SOUTH OF MANY.  OWNERSHIP--LOUISIANA DEPARTMENT
 BX3148'OF TRANSPORTATION AND DEVELOPMENT.
 BX3148'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3148'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 5.3
 BX3148'KM (3.3 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT SET NEAR A
 BX3148'BRACE POLE,  25.9 M (85.0 FT) WEST FROM POWER POLE NUMBER R 27, 12.4
 BX3148'WEST FROM THE CENTER OF THE HIGHWAY, 3.9 M (12.8 FT) SOUTH-SOUTHWEST
 BX3148'OF A BRACE POLE AND 0.91 M (2.99 FT) WEST OF A WITNESS POST.  STATION
 BX3148'IS FLUSH WITH THE GROUND AND 0.61 M (2.00 FT) ABOVE THE HIGHWAY.
 BX3148
 BX3148                          STATION RECOVERY (2001)
 BX3148
 BX3148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3148'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3148
 BX3148                          STATION RECOVERY (2001)
 BX3148
 BX3148'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX3148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3029 ***********************************************************************
 CP3029  DESIGNATION -  DEBBIE
 CP3029  PID         -  CP3029
 CP3029  STATE/COUNTY-  LA/FRANKLIN
 CP3029  USGS QUAD   -  FT NECESSITY (1983)
 CP3029
 CP3029                         *CURRENT SURVEY CONTROL
 CP3029  ___________________________________________________________________
 CP3029* NAD 83(1992)-  32 00 49.86061(N)    091 48 53.42100(W)     ADJUSTED  
 CP3029* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 CP3029  ___________________________________________________________________
 CP3029  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CP3029  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP3029
 CP3029  HORZ ORDER  -  SECOND
 CP3029
 CP3029.The horizontal coordinates were established by classical geodetic methods
 CP3029.and adjusted by the National Geodetic Survey in May 1994..
 CP3029
 CP3029.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3029
 CP3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3029
 CP3029.The geoid height was determined by GEOID03.
 CP3029
 CP3029;                    North         East     Units Scale Factor Converg.
 CP3029;SPC LA N     -   168,052.714 1,064,727.406   MT  0.99991614   +0 21 44.1
 CP3029;SPC LA N     -   551,352.95  3,493,193.16   sFT  0.99991614   +0 21 44.1
 CP3029;UTM  15      - 3,542,584.633   611,931.467   MT  0.99975451   +0 37 42.1
 CP3029
 CP3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3029!SPC LA N     -   1.00000088  x   0.99991614  =   0.99991702
 CP3029!UTM  15      -   1.00000088  x   0.99975451  =   0.99975539
 CP3029
 CP3029|---------------------------------------------------------------------|
 CP3029| PID    Reference Object                     Distance      Geod. Az  |
 CP3029|                                                           dddmmss.s |
 CP3029| CY4233 DEBBIE RM 1                          17.952 METERS 08835     |
 CP3029| CP2023 21 V 26                                            1745132.9 |
 CP3029| CP3030 DEBBIE A LDH 1971                    11.231 METERS 22126     |
 CP3029| CY4234 DEBBIE RM 2                          15.903 METERS 32743     |
 CP3029|---------------------------------------------------------------------|
 CP3029
 CP3029                          SUPERSEDED SURVEY CONTROL
 CP3029
 CP3029  NAD 83(1992)-  32 00 49.86162(N)    091 48 53.41946(W) AD(       ) 2
 CP3029  NAD 83(1986)-  32 00 49.87415(N)    091 48 53.41585(W) AD(       ) 2
 CP3029  NAD 27      -  32 00 49.30533(N)    091 48 52.95302(W) AD(       ) 2
 CP3029  NGVD 29 (07/19/86)   20.4    (m)           67.     (f) VERT ANG       
 CP3029
 CP3029.Superseded values are not recommended for survey control.
 CP3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3029.See file dsdata.txt to determine how the superseded data were derived.
 CP3029
 CP3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1193142585(NAD 83)
 CP3029_MARKER: DD = SURVEY DISK
 CP3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3029
 CP3029  HISTORY     - Date     Condition        Report By
 CP3029  HISTORY     - 1971     MONUMENTED       LADTD
 CP3029
 CP3029                          STATION DESCRIPTION
 CP3029
 CP3029'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3029'THE STATION IS LOCATED 8 MILES WEST-SOUTHWEST OF GILBERT, 10
 CP3029'MILES WEST-NORTHWEST OF WISNER AND 2.2 MILES SOUTH OF FORT
 CP3029'NECESSITY, IN THE SOUTHWEST 1/4 OF SECTION 13, T12N, R6E, AND
 CP3029'ON THE PROPERTY OWNED BY ROY BOUTWELL, ADDRESS BOX 13, FORT
 CP3029'NECESSITY, TELEPHONE 723-4444.
 CP3029'
 CP3029'TO REACH THE STATION FROM THE POST OFFICE IN GILBERT (ON STATE
 CP3029'HIGHWAY 15) DRIVE SOUTH ON STATE HIGHWAY 15 FOR 0.2 MILE TO THE
 CP3029'INTERSECTION WITH STATE HIGHWAY 128, TURN RIGHT ON STATE HIGHWAY
 CP3029'128 AND GO WEST FOR 8.7 MILES TO INTERSECTION WITH STATE HIGHWAY
 CP3029'4, CONTINUE WEST ON STATE HIGHWAY 4 FOR 1.1 MILES TO STATE
 CP3029'HIGHWAY 562, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 562 FOR 2.2
 CP3029'MILES TO THE STATION WHICH IS ON THE LEFT NEAR A BRICK HOUSE
 CP3029'(BOUTWELL RESIDENCE).
 CP3029'
 CP3029'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG STATE
 CP3029'HIGHWAY 562 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE RIGHT
 CP3029'AND WEST OF THE HIGHWAY NEAR A POWER POLE AND FENCE CORNER.
 CP3029'
 CP3029'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3029'AND U.S. COAST AND GEODETIC DISK SET IN THE TOP OF A 12 INCH
 CP3029'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CP3029'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3029'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3029'STAMPED DEBBIE 1971.  THE MARK IS 175 FEET NORTHWEST OF THE
 CP3029'NORTHWEST CORNER OF THE BOUTWELL HOUSE, 59 FEET EAST OF THE
 CP3029'CENTER OF STATE HIGHWAY 562, 58.5 FEET SOUTHEAST OF A METAL
 CP3029'WITNESS POST AND SIGN, 20 FEET SOUTH OF A FENCE AND 18 FEET SOUTH
 CP3029'OF THE CENTER OF A DRIVE LEADING TO THE BOUTWELL HOUSE.
 CP3029'
 CP3029'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3029'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3029'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CP3029'STAMPED DEBBIE R.M. 1 1971.  IT IS 118 FEET EAST OF THE CENTER OF
 CP3029'STATE HIGHWAY 562, 105 FEET EAST-SOUTHEAST OF A METAL WITNESS
 CP3029'POST AND SIGN 105 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 CP3029'OF THE BOUTWELL HOUSE, 12 FEET NORTH OF THE CENTER OF A DRIVE
 CP3029'LEADING TO THE BOUTWELL HOUSE.
 CP3029'
 CP3029'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3029'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3029'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP3029'IS STAMPED DEBBIE R.M. 2 1971.  IT IS 225 FEET NORTHWEST OF THE
 CP3029'NORTHWEST CORNER OF THE BOUTWELL HOUSE, 41 FEET EAST OF THE
 CP3029'CENTER OF STATE HIGHWAY 562, 12 FEET NORTH OF THE CENTER OF A
 CP3029'DRIVE LEADING TO THE BOUTWELL HOUSE, 6 FEET SOUTHEAST OF A
 CP3029'METAL WITNESS POST AND SIGN, 5 FEET SOUTHEAST OF A FENCE CORNER,
 CP3029'AND 2 FEET SOUTH OF A FENCE.
 CP3029'
 CP3029'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3029'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP3029'A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CP3029'ABOVE THE GROUND.  IT IS STAMPED 21V26 1969.  IT IS 100 FEET
 CP3029'WEST OF THE CENTER OF STATE HIGHWAY 562, 52 FEET NORTHWEST OF
 CP3029'A POWER POLE, 32 FEET WEST OF A FENCE CORNER, 32 FEET NORTH OF A
 CP3029'ROW OF SMALL PINE TREES, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT
 CP3029'NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CP3029'
 CP3029'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3095 ***********************************************************************
 AU3095  DESIGNATION -  DECADE
 AU3095  PID         -  AU3095
 AU3095  STATE/COUNTY-  LA/TERREBONNE
 AU3095  USGS QUAD   -  LAKE PENCHANT (1994)
 AU3095
 AU3095                         *CURRENT SURVEY CONTROL
 AU3095  ___________________________________________________________________
 AU3095* NAD 83(1992)-  29 22 46.71783(N)    090 54 12.97976(W)     ADJUSTED  
 AU3095* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3095  ___________________________________________________________________
 AU3095  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3095  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AU3095
 AU3095  HORZ ORDER  -  SECOND
 AU3095
 AU3095.The horizontal coordinates were established by classical geodetic methods
 AU3095.and adjusted by the National Geodetic Survey in January 1993..
 AU3095
 AU3095.The orthometric height was scaled from a topographic map.
 AU3095
 AU3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3095
 AU3095.The geoid height was determined by GEOID03.
 AU3095
 AU3095;                    North         East     Units Scale Factor Converg.
 AU3095;SPC LA S     -    97,583.637 1,041,717.531   MT  0.99998410   +0 12 53.5
 AU3095;SPC LA S     -   320,155.65  3,417,701.60   sFT  0.99998410   +0 12 53.5
 AU3095;UTM  15      - 3,251,874.716   703,461.814   MT  1.00011083   +1 01 43.8
 AU3095
 AU3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3095!SPC LA S     -   1.00000392  x   0.99998410  =   0.99998802
 AU3095!UTM  15      -   1.00000392  x   1.00011083  =   1.00011475
 AU3095
 AU3095:                Primary Azimuth Mark                     Grid Az
 AU3095:SPC LA S     -  MILLER                                   045 38 46.4
 AU3095:UTM  15      -  MILLER                                   044 49 56.1
 AU3095
 AU3095|---------------------------------------------------------------------|
 AU3095| PID    Reference Object                     Distance      Geod. Az  |
 AU3095|                                                           dddmmss.s |
 AU3095| AU3081 MILLER                              APPROX.10.6 KM 0455139.9 |
 AU3095| DD6573 DECADE RM 1                          15.835 METERS 15039     |
 AU3095| DD6574 DECADE RM 2                          15.030 METERS 26413     |
 AU3095|---------------------------------------------------------------------|
 AU3095
 AU3095                          SUPERSEDED SURVEY CONTROL
 AU3095
 AU3095  NAD 83(1986)-  29 22 46.74166(N)    090 54 12.98589(W) AD(       ) 2
 AU3095  NAD 27      -  29 22 45.95200(N)    090 54 12.64800(W) AD(       ) 2
 AU3095
 AU3095.Superseded values are not recommended for survey control.
 AU3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3095.See file dsdata.txt to determine how the superseded data were derived.
 AU3095
 AU3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0346251875(NAD 83)
 AU3095_MARKER: DS = TRIANGULATION STATION DISK
 AU3095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3095_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3095
 AU3095  HISTORY     - Date     Condition        Report By
 AU3095  HISTORY     - 1934     MONUMENTED       CGS
 AU3095  HISTORY     - 1952     POOR             CGS
 AU3095  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU3095
 AU3095                          STATION DESCRIPTION
 AU3095
 AU3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3095'STATION IS ON SOFT MARSH ON THE E SIDE OF BAYOU DE CADE AT
 AU3095'ITS JUNCTION WITH LAKE DECADE, 27 METERS (90 FEET) FROM THE
 AU3095'LAKE SHORE AND N OF SHELL MOUND WITH TWO TREES A SHORT DISTANCE
 AU3095'TO THE SOUTHWARD.
 AU3095'
 AU3095'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3095'SET IN CONCRETE IN THE CENTER OF THE TOP OF TILES.
 AU3095'
 AU3095'REFERENCE MARK NO. 1 IS ALONG THE LAKE SHORE, IN SOFT MARSH,
 AU3095'AND 15.835 METERS (51.95 FEET) FROM THE STATION S 29 DEG 21 MIN E.
 AU3095'
 AU3095'REFERENCE MARK NO. 2 IS ALONG THE BAYOU, IN SOFT MARSH, AND
 AU3095'15.030 METERS (49.31 FEET) FROM THE STATION S 84 DEG 13 MIN W.
 AU3095
 AU3095                          STATION RECOVERY (1952)
 AU3095
 AU3095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3095'STATION WAS RECOVERED IN POOR CONDITION.  THE REFERENCE MARKS
 AU3095'WERE SEARCHED FOR BUT NOT RECOVERED.  THE STATION IS NOW 8 FT. OUT
 AU3095'IN THE WATER AND LOOSE IN THE GROUND.
 AU3095
 AU3095                          STATION RECOVERY (1966)
 AU3095
 AU3095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU3095'THE STATION WAS VISITED 3/28/66 AND THE STATION MARK AND
 AU3095'REFERENCE MARKS WERE NOT FOUND AT THIS DATE.  IN 1952 THE MARK
 AU3095'WAS 8 FEET OUT IN THE WATER AND WAS LOOSE.  THE MARK IS NO
 AU3095'DOUBT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0872 ***********************************************************************
 AV0872  DESIGNATION -  DEEP
 AV0872  PID         -  AV0872
 AV0872  STATE/COUNTY-  LA/CAMERON
 AV0872  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0872
 AV0872                         *CURRENT SURVEY CONTROL
 AV0872  ___________________________________________________________________
 AV0872* NAD 83(1992)-  29 47 34.85289(N)    093 44 54.35253(W)     ADJUSTED  
 AV0872* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 AV0872  ___________________________________________________________________
 AV0872  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AV0872  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AV0872
 AV0872  HORZ ORDER  -  SECOND
 AV0872
 AV0872.The horizontal coordinates were established by classical geodetic methods
 AV0872.and adjusted by the National Geodetic Survey in February 1996..
 AV0872
 AV0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0872
 AV0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0872
 AV0872.The geoid height was determined by GEOID03.
 AV0872
 AV0872;                    North         East     Units Scale Factor Converg.
 AV0872;SPC LA S     -   145,784.055   766,527.226   MT  0.99993228   -1 12 27.3
 AV0872;SPC LA S     -   478,293.19  2,514,848.07   sFT  0.99993228   -1 12 27.3
 AV0872;UTM  15      - 3,296,084.813   427,665.160   MT  0.99966456   -0 22 18.8
 AV0872
 AV0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0872!SPC LA S     -   1.00000414  x   0.99993228  =   0.99993642
 AV0872!UTM  15      -   1.00000414  x   0.99966456  =   0.99966870
 AV0872
 AV0872|---------------------------------------------------------------------|
 AV0872| PID    Reference Object                     Distance      Geod. Az  |
 AV0872|                                                           dddmmss.s |
 AV0872| CV9729 DEEP 2 RM 3                                        10701     |
 AV0872| AV0869 DEEP 2                               21.836 METERS 15758     |
 AV0872| CV9728 DEEP RM 1                            15.709 METERS 18925     |
 AV0872| AV0879 DEEP USGS 1933 RM 2                  18.904 METERS 29911     |
 AV0872| AV0931 HONKER                              APPROX. 1.2 KM 3375739.6 |
 AV0872| AV0878 BULL                                 52.911 METERS 35738     |
 AV0872|---------------------------------------------------------------------|
 AV0872
 AV0872                          SUPERSEDED SURVEY CONTROL
 AV0872
 AV0872  NAD 83(1992)-  29 47 34.85269(N)    093 44 54.35253(W) AD(       ) 2
 AV0872  NAD 83(1986)-  29 47 34.87533(N)    093 44 54.33690(W) AD(       ) 2
 AV0872  NAD 27      -  29 47 34.08540(N)    093 44 53.75710(W) AD(       ) 2
 AV0872  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AV0872
 AV0872.Superseded values are not recommended for survey control.
 AV0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0872.See file dsdata.txt to determine how the superseded data were derived.
 AV0872
 AV0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2766596085(NAD 83)
 AV0872_MARKER: DD = SURVEY DISK
 AV0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0872
 AV0872  HISTORY     - Date     Condition        Report By
 AV0872  HISTORY     - 1933     MONUMENTED       USGS
 AV0872  HISTORY     - 1957     GOOD             CGS
 AV0872  HISTORY     - 1963     GOOD             CGS
 AV0872  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AV0872
 AV0872                          STATION DESCRIPTION
 AV0872
 AV0872'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0872'STATION IS ON W SIDE OF SMITHS RIDGE 0.75 MILE SE BY ROAD
 AV0872'FROM JOHNSON BAYOU STORE AT JUNCTION OF JOHNSON BAYOU AND
 AV0872'DEEP BAYOU.  920 FEET N OF T-ROAD E ALONG SMITHS RIDGE.
 AV0872'80 FEET E OF ROAD IN FENCE CORNER.
 AV0872'
 AV0872'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0872'DEEP 1933.
 AV0872'
 AV0872'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0872'TABLET AND IS 62 FEET NW OF STATION MARK IN FENCE LINE.
 AV0872'N 60 DEG 35 MIN W.
 AV0872'
 AV0872'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0872'ELEVATED 60 FEET.
 AV0872
 AV0872                          STATION RECOVERY (1957)
 AV0872
 AV0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0872'THE STATION AND R.M. WERE RECOVERED IN GOOD CONDITION.  THE
 AV0872'ORIGINAL IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 AV0872'
 AV0872'THE STATION WAS STAMPED DEEP 1933.
 AV0872'
 AV0872'THE DISTANCE WAS MEASURED TO THE R.M. AND FOUND TO BE CORRECT.
 AV0872'IT IS BELIEVED THAT A MISTAKE WAS MADE IN THE STAMPING.
 AV0872
 AV0872                          STATION RECOVERY (1963)
 AV0872
 AV0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0872'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF JOHNSONS
 AV0872'BAYOU SCHOOL, AND NEAR JOHNSONS BAYOU LANDING.
 AV0872'
 AV0872'TO REACH THE STATION FROM THE JOHNSONS BAYOU SCHOOL, GO
 AV0872'WEST ON STATE HIGHWAY 82 FOR 3.4 MILES TO A SIDE ROAD RIGHT.
 AV0872'TURN RIGHT, GO NORTH ON A SHELL ROAD FOR 1.45 MILES TO A
 AV0872'SIDE ROAD RIGHT.  KEEP STRAIGHT AHEAD NORTH FOR 0.5 MILE TO A
 AV0872'SIDE ROAD RIGHT.  KEEP LEFT NORTH FOR 0.2 MILE TO THE STATION
 AV0872'ON THE RIGHT.
 AV0872'
 AV0872'THE STATION MARK IS A STANDARD U.S.G.S. DISK STAMPED DEEP
 AV0872'1933, SET IN A 8 X 8 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AV0872'8 INCHES FROM THE GROUND SURFACE.  IT IS 2.2 FEET WEST OF
 AV0872'A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  49.5
 AV0872'FEET SOUTHEAST OF A FENCE GATE.  93.2 FEET EAST OF A POWERLINE
 AV0872'POLE.  64.5 FEET NORTHEAST OF CENTER OF A SHELL ROAD.
 AV0872'
 AV0872'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED DEEP NO 1
 AV0872'1933, SET IN A 12 X 12 INCH SQUARE CONCRETE MONUMENT, THAT IS
 AV0872'FLUSH WITH THE GROUND SURFACE.  IT IS 83.0 FEET SOUTH OF A
 AV0872'FENCE GATE.  110.0 FEET SOUTHEAST OF A POWERLINE GUIDE POLE.
 AV0872'36.0 FEET NORTHEAST OF CENTER OF A SHELL ROAD.
 AV0872'
 AV0872'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED R.M. USGS,
 AV0872'SET IN A 8 X 8 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AV0872'2 INCHES FROM THE GROUND SURFACE.  IT IS 1.0 FEET WEST OF
 AV0872'A FENCE.  31.0 FEET NORTHWEST OF A POWERLINE GUIDE POLE.
 AV0872'35.0 FEET EAST OF THE CENTER OF A SHELL ROAD.
 AV0872'
 AV0872'HEIGHT OF LIGHT ABOVE STATION MARK 1.12 METERS.
 AV0872
 AV0872                          STATION RECOVERY (1967)
 AV0872
 AV0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 AV0872'THE STATION WAS VISITED 5-4-67 AND STATION MARK, R.M. NO. 2
 AV0872'WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS FOUND DESTROYED,
 AV0872'THE STATION WAS REQUESTED MOVED AT THIS DATE DUE TO A ROAD
 AV0872'BEING BUILT TO A GAS PUMPING STATION.  THE STATION WAS DESTROYED
 AV0872'AT THIS DATE AFTER A NEW MARK WAS ESTABLISHED, THE DISK
 AV0872'FOR THE STATION MARK WAS RECLAIMED.  SINCE THIS WAS A USGS
 AV0872'STATION, NO UNDERGROUND MARK HAD BEEN ESTABLISHED.
 AV0872'
 AV0872'REFERENCE MARK NO. 3 WAS ESTABLISHED FOR THE NEW MARK.
 AV0872'
 AV0872'SEE DESCRIPTION FOR STATION DEEP 2 USGS 1967.
 AV0872'
 AV0872'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AV0872'
 AV0872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AV0872'NW OF JOHNSON BAYOU SCHOOL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6431 ***********************************************************************
 AH6431  DESIGNATION -  DEEP
 AH6431  PID         -  AH6431
 AH6431  STATE/COUNTY-  LA/TERREBONNE
 AH6431  USGS QUAD   -  GRAY (1980)
 AH6431
 AH6431                         *CURRENT SURVEY CONTROL
 AH6431  ___________________________________________________________________
 AH6431* NAD 83(1992)-  29 39 41.74603(N)    090 45 10.19915(W)     ADJUSTED  
 AH6431* NAVD 88     -         3.1  **(meters)      10.   **(feet)  GPS OBS   
 AH6431  **This station is located in a subsidence area (see below).
 AH6431  ___________________________________________________________________
 AH6431  X           -     -72,880.892 (meters)                     COMP
 AH6431  Y           -  -5,546,418.249 (meters)                     COMP
 AH6431  Z           -   3,137,821.143 (meters)                     COMP
 AH6431  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6431  ELLIP HEIGHT-         -22.44  (meters)          (02/21/02) GPS OBS
 AH6431  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AH6431
 AH6431  HORZ ORDER  -  FIRST
 AH6431  ELLP ORDER  -  FIFTH     CLASS I
 AH6431
 AH6431.The horizontal coordinates were established by GPS observations
 AH6431.and adjusted by the National Geodetic Survey in December 1998..
 AH6431
 AH6431 ** The orthometric height has not been validated since last determined
 AH6431 ** by differential leveling and should not be used for control purposes.
 AH6431 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6431 ** area with valid NAVD 88 orthometric heights.
 AH6431 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6431 ** epoch indicated which incorporates improved geoid heights for the
 AH6431 ** Southern Louisiana Subsidence area.
 AH6431 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6431.The orthometric height was determined by GPS observations and a
 AH6431.high-resolution geoid model.
 AH6431
 AH6431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6431
 AH6431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6431
 AH6431.The ellipsoidal height was determined by GPS observations
 AH6431.and is referenced to NAD 83.
 AH6431
 AH6431.The geoid height was determined by GEOID03.
 AH6431
 AH6431;                    North         East     Units Scale Factor Converg.
 AH6431;SPC LA S     -   128,899.389 1,056,195.930   MT  0.99994316   +0 17 24.9
 AH6431;SPC LA S     -   422,897.41  3,465,202.81   sFT  0.99994316   +0 17 24.9
 AH6431;UTM  15      - 3,283,399.813   717,494.262   MT  1.00018369   +1 06 45.0
 AH6431
 AH6431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6431!SPC LA S     -   1.00000352  x   0.99994316  =   0.99994668
 AH6431!UTM  15      -   1.00000352  x   1.00018369  =   1.00018721
 AH6431
 AH6431                          SUPERSEDED SURVEY CONTROL
 AH6431
 AH6431  ELLIP H (12/17/98)  -22.42   (m)                       GP(       ) 4 2
 AH6431
 AH6431.Superseded values are not recommended for survey control.
 AH6431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6431.See file dsdata.txt to determine how the superseded data were derived.
 AH6431
 AH6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1749483400(NAD 83)
 AH6431_MARKER: I = METAL ROD
 AH6431_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6431_STAMPING: DEEP
 AH6431_MARK LOGO: LA-109
 AH6431_PROJECTION: RECESSED 10 CENTIMETERS
 AH6431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6431+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6431_ROD/PIPE-DEPTH: 18.3 meters
 AH6431_SLEEVE-DEPTH  :  0.9 meters
 AH6431
 AH6431  HISTORY     - Date     Condition        Report By
 AH6431  HISTORY     - 1995     MONUMENTED       MPHI
 AH6431
 AH6431                          STATION DESCRIPTION
 AH6431
 AH6431'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6431'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6431'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 EAST.  TRAVEL ON
 AH6431'HWY 90 EAST FOR 2.55 MI (4.10 KM) TO HWY 660.  TURN LEFT AND TRAVEL
 AH6431'NORTH ON HWY 660 FOR 3.7 MI (6.0 KM) AND THE STATION IS ON THE RIGHT.
 AH6431'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE
 AH6431'STATION IS 23.00 FT (7.01 M) NORTH FROM THE CENTERLINE OF HWY 660,
 AH6431'39.90 FT (12.16 M) SOUTHEAST FROM POWER POLE WITH A LIGHT, 79.00 FT
 AH6431'(24.08 M) SOUTH FROM THE NORTHWEST GATE POST, AND 131.00 FT (39.93 M)
 AH6431'WEST FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3032 ***********************************************************************
 AU3032  DESIGNATION -  DEEP 1934
 AU3032  PID         -  AU3032
 AU3032  STATE/COUNTY-  LA/TERREBONNE
 AU3032  USGS QUAD   -  LAKE QUITMAN (1994)
 AU3032
 AU3032                         *CURRENT SURVEY CONTROL
 AU3032  ___________________________________________________________________
 AU3032* NAD 83(1992)-  29 15 36.29481(N)    090 42 58.66744(W)     ADJUSTED  
 AU3032* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3032  **This station is located in a subsidence area (see below).
 AU3032  ___________________________________________________________________
 AU3032  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU3032  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AU3032
 AU3032  HORZ ORDER  -  THIRD
 AU3032
 AU3032.The horizontal coordinates were established by classical geodetic methods
 AU3032.and adjusted by the National Geodetic Survey in January 1993..
 AU3032
 AU3032 ** The orthometric height has not been validated since last determined
 AU3032 ** by differential leveling and should not be used for control purposes.
 AU3032 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3032 ** area with valid NAVD 88 orthometric heights.
 AU3032 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3032 ** epoch indicated which incorporates improved geoid heights for the
 AU3032 ** Southern Louisiana Subsidence area.
 AU3032 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3032.The orthometric height was scaled from a topographic map.
 AU3032
 AU3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3032
 AU3032.The geoid height was determined by GEOID03.
 AU3032
 AU3032;                    North         East     Units Scale Factor Converg.
 AU3032;SPC LA S     -    84,414.562 1,059,972.502   MT  1.00000869   +0 18 30.7
 AU3032;SPC LA S     -   276,950.11  3,477,593.12   sFT  1.00000869   +0 18 30.7
 AU3032;UTM  15      - 3,238,963.282   721,904.376   MT  1.00020766   +1 07 00.0
 AU3032
 AU3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3032!SPC LA S     -   1.00000385  x   1.00000869  =   1.00001254
 AU3032!UTM  15      -   1.00000385  x   1.00020766  =   1.00021151
 AU3032
 AU3032                          SUPERSEDED SURVEY CONTROL
 AU3032
 AU3032  NAD 83(1986)-  29 15 36.31498(N)    090 42 58.67867(W) AD(       ) 3
 AU3032  NAD 27      -  29 15 35.50000(N)    090 42 58.36200(W) AD(       ) 3
 AU3032
 AU3032.Superseded values are not recommended for survey control.
 AU3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3032.See file dsdata.txt to determine how the superseded data were derived.
 AU3032
 AU3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2190438963(NAD 83)
 AU3032_MARKER: DS = TRIANGULATION STATION DISK
 AU3032_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3032_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3032
 AU3032  HISTORY     - Date     Condition        Report By
 AU3032  HISTORY     - 1934     MONUMENTED       CGS
 AU3032  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3032  HISTORY     - 1954     GOOD             CGS
 AU3032
 AU3032                          STATION DESCRIPTION
 AU3032
 AU3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3032'STATION IS ON THE W BANK OF BIG BAYOU SALE, 0.7 MILE S OF ITS
 AU3032'INTERSECTION WITH FOUR POINT BAYOU, 100 METERS (330 FEET) S
 AU3032'OF A GROUP OF SEVEN LARGE OAK TREES ON THE SAME SIDE OF THE
 AU3032'BAYOU, 10 METERS (33 FEET) W OF THE W BANK AND IN SOFT MARSH.
 AU3032'
 AU3032'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3032'IN THE TOP OF A TILE.
 AU3032'
 AU3032'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3032'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU3032'INTO THE MARSH, IS 8 METERS (26 FEET) W OF THE BAYOU AND 18.7
 AU3032'METERS (61 FEET) FROM THE STATION N 05 DEG W.
 AU3032'
 AU3032'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE CENTER OF
 AU3032'A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN INTO
 AU3032'THE MARSH, IS 13 METERS (43 FEET) W OF THE BAYOU, NEAR A TRAPPERS
 AU3032'CABIN AND 17.8 METERS (58 FEET) FROM THE STATION S 05 DEG E.
 AU3032
 AU3032                          STATION RECOVERY (1952)
 AU3032
 AU3032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3032'STATION COULD NOT BE RECOVERED.  THE AREA IS COVERED WITH HEAVY
 AU3032'GRASS AND BRUSH.  THE AREA WAS BURNT OVER, AND A THOROUGH SEARCH
 AU3032'WAS MADE BY TWO MEN FOR 3 HRS.  THE TRAPPERS CABIN MENTIONED IN
 AU3032'THE ORIGINAL DESCRIPTION HAS DISAPPEARED, AND NO TRACE OF IT COULD
 AU3032'BE FOUND.  ACCORDING TO THE ORIGINAL DESCRIPTION, THE STATION IS
 AU3032'10 M. W OF THE W BANK OF THE BAYOU IN SOFT MARSH.  THE NEAREST
 AU3032'SOFT MARSH IS NOW ABOUT 15 M. W OF THE W BANK OF THE BAYOU.
 AU3032
 AU3032                          STATION RECOVERY (1954)
 AU3032
 AU3032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WMM)
 AU3032'STATION AND REFERENCE MARKS ARE 4 INCHES ABOVE GROUND.  STATION
 AU3032'IS 1/4 DISTANCE S FROM N EDGE OF SMALL 3 FOOT HIGH MANGROVE CLUMP
 AU3032'ON W EDGE OF BAYOU, 25 FEET W OF W EDGE OF BAYOU INSTEAD OF 33 FEET
 AU3032'AS LAST REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0869 ***********************************************************************
 AV0869  DESIGNATION -  DEEP 2
 AV0869  PID         -  AV0869
 AV0869  STATE/COUNTY-  LA/CAMERON
 AV0869  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0869
 AV0869                         *CURRENT SURVEY CONTROL
 AV0869  ___________________________________________________________________
 AV0869* NAD 83(1992)-  29 47 34.19553(N)    093 44 54.04747(W)     ADJUSTED  
 AV0869* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0869  ___________________________________________________________________
 AV0869  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AV0869  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AV0869
 AV0869  HORZ ORDER  -  THIRD
 AV0869
 AV0869.The horizontal coordinates were established by classical geodetic methods
 AV0869.and adjusted by the National Geodetic Survey in February 1996..
 AV0869.No horizontal observational check was made to the station.
 AV0869
 AV0869.The orthometric height was scaled from a topographic map.
 AV0869
 AV0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0869
 AV0869.The geoid height was determined by GEOID03.
 AV0869
 AV0869;                    North         East     Units Scale Factor Converg.
 AV0869;SPC LA S     -   145,763.647   766,534.990   MT  0.99993230   -1 12 27.1
 AV0869;SPC LA S     -   478,226.23  2,514,873.55   sFT  0.99993230   -1 12 27.1
 AV0869;UTM  15      - 3,296,064.526   427,673.219   MT  0.99966454   -0 22 18.6
 AV0869
 AV0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0869!SPC LA S     -   1.00000393  x   0.99993230  =   0.99993623
 AV0869!UTM  15      -   1.00000393  x   0.99966454  =   0.99966847
 AV0869
 AV0869|---------------------------------------------------------------------|
 AV0869| PID    Reference Object                     Distance      Geod. Az  |
 AV0869|                                                           dddmmss.s |
 AV0869| CV9729 DEEP 2 RM 3                          17.115 METERS 02444     |
 AV0869| AV0879 DEEP USGS 1933 RM 2                  38.441 METERS 32001     |
 AV0869| AV0931 HONKER                              APPROX. 1.3 KM 3375739.9 |
 AV0869| AV0872 DEEP                                 21.836 METERS 33758     |
 AV0869|---------------------------------------------------------------------|
 AV0869
 AV0869                          SUPERSEDED SURVEY CONTROL
 AV0869
 AV0869  NAD 83(1992)-  29 47 34.19533(N)    093 44 54.04748(W) AD(       ) 3
 AV0869  NAD 83(1986)-  29 47 34.21775(N)    093 44 54.03172(W) AD(       ) 3
 AV0869  NAD 27      -  29 47 33.42780(N)    093 44 53.45190(W) AD(       ) 3
 AV0869
 AV0869.Superseded values are not recommended for survey control.
 AV0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0869.See file dsdata.txt to determine how the superseded data were derived.
 AV0869
 AV0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2767396065(NAD 83)
 AV0869_MARKER: DS = TRIANGULATION STATION DISK
 AV0869_SETTING: 0 = UNSPECIFIED SETTING
 AV0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0869+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AV0869
 AV0869  HISTORY     - Date     Condition        Report By
 AV0869  HISTORY     - 1967     MONUMENTED       CGS
 AV0869  HISTORY     - 1988     GOOD             USPSQD
 AV0869  HISTORY     - 20031005 GOOD             USPSQD
 AV0869  HISTORY     - 20050319 GOOD             USPSQD
 AV0869
 AV0869                          STATION DESCRIPTION
 AV0869
 AV0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AV0869'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF JOHNSON
 AV0869'BAYOU SCHOOL, NEAR JOHNSONS LANDING.
 AV0869'
 AV0869'IT IS AT THE JUNCTION OF A ROAD LEADING NORTH AND A ROAD
 AV0869'LEADING TO THE GAS PUMPING STATION.  THE STATION IS 92 FT. S
 AV0869'OF A FENCE CORNER, 30 FT. W OF A FENCE LINE, 60 FT. E OF THE
 AV0869'CENTERLINE OF A SHELL ROAD, 1.5 FT. SE OF A WOODEN POST WITH
 AV0869'A WITNESS SIGN.  IT IS A STANDARD DISK STAMPED DEEP 2 USGS
 AV0869'1967, PROJECTING 6 INCHES.
 AV0869'
 AV0869'REFERENCE MARK NO. 2 IS 126.12 FT. NNW OF STATION, 38 FT. E
 AV0869'OF THE CENTERLINE OF ROAD, 42 FT. W OF THE CENTERLINE OF
 AV0869'ROAD TO NATURAL GAS LINE PUMPING STATION, 30 FT. S OF A
 AV0869'BRACE POLE, 1 FOOT W OF A FENCE LINE, 2 FT. N OF A METAL
 AV0869'WITNESS POST.  IT IS A STANDARD U.S. GEOLOGICAL REFERENCE
 AV0869'MARK DISK STAMPED R.M. USGS.
 AV0869'
 AV0869'REFERENCE MARK NO. 3 IS 56.15 FT ENE OF STATION, 110 FT.
 AV0869'E OF THE CENTERLINE OF ROAD, 1.5 FT. W OF A FENCE LINE,
 AV0869'39 FT. S OF A FENCE CORNER, 2 FT. N OF A METAL WITNESS POST.
 AV0869'IT IS A STANDARD DISK STAMPED DEEP 2 1967, PROJECTING 4 INCHES.
 AV0869'
 AV0869'TO REACH THE STATION FROM THE JOHNSON BAYOU SCHOOL, GO WEST
 AV0869'ON STATE HIGHWAY 82 FOR 3.4 MILES TO A SIDE ROAD RIGHT, TURN
 AV0869'RIGHT AND GO NORTH ON SHELL ROAD FOR 1.45 MILES TO A SIDE
 AV0869'ROAD RIGHT, KEEP STRAIGHT AHEAD FOR 0.5 MILE TO A SIDE ROAD
 AV0869'RIGHT, KEEP STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON
 AV0869'RIGHT AND FORKS IN ROAD.
 AV0869'
 AV0869'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 AV0869
 AV0869                          STATION RECOVERY (1988)
 AV0869
 AV0869'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0869'RECOVERED IN GOOD CONDITION.
 AV0869
 AV0869                          STATION RECOVERY (2003)
 AV0869
 AV0869'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0869'AV0869 RM2 FOUND GOOD
 AV0869'AV0869 RM3 NOT FOUND
 AV0869
 AV0869                          STATION RECOVERY (2005)
 AV0869
 AV0869'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0738 ***********************************************************************
 AV0738  DESIGNATION -  DEEP LAKE DERRICK
 AV0738  PID         -  AV0738
 AV0738  STATE/COUNTY-  LA/CAMERON
 AV0738  USGS QUAD   -  DEEP LAKE (1979)
 AV0738
 AV0738                         *CURRENT SURVEY CONTROL
 AV0738  ___________________________________________________________________
 AV0738* NAD 83(1992)-  29 39 12.76338(N)    092 43 43.66240(W)     ADJUSTED  
 AV0738* NAVD 88     -                                                        
 AV0738  **This station is located in a subsidence area (see below).
 AV0738  ___________________________________________________________________
 AV0738  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0738  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AV0738
 AV0738  HORZ ORDER  -  THIRD
 AV0738
 AV0738.The horizontal coordinates were established by classical geodetic methods
 AV0738.and adjusted by the National Geodetic Survey in January 1993..
 AV0738
 AV0738 ** The orthometric height has not been validated since last determined
 AV0738 ** by differential leveling and should not be used for control purposes.
 AV0738 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0738 ** area with valid NAVD 88 orthometric heights.
 AV0738 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0738 ** epoch indicated which incorporates improved geoid heights for the
 AV0738 ** Southern Louisiana Subsidence area.
 AV0738 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0738
 AV0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0738
 AV0738.The geoid height was determined by GEOID03.
 AV0738
 AV0738;                    North         East     Units Scale Factor Converg.
 AV0738;SPC LA S     -   128,687.317   864,902.765   MT  0.99994400   -0 41 51.9
 AV0738;SPC LA S     -   422,201.64  2,837,601.82   sFT  0.99994400   -0 41 51.9
 AV0738;UTM  15      - 3,280,427.117   526,247.513   MT  0.99960850   +0 08 03.0
 AV0738
 AV0738                          SUPERSEDED SURVEY CONTROL
 AV0738
 AV0738  NAD 83(1986)-  29 39 12.77432(N)    092 43 43.63760(W) AD(       ) 4
 AV0738  NAD 27      -  29 39 11.97400(N)    092 43 43.12000(W) AD(       ) 3
 AV0738
 AV0738.Superseded values are not recommended for survey control.
 AV0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0738.See file dsdata.txt to determine how the superseded data were derived.
 AV0738
 AV0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN2624880427(NAD 83)
 AV0738_MARKER: 67 = OIL DERRICK
 AV0738
 AV0738  HISTORY     - Date     Condition        Report By
 AV0738  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0738
 AV0738                          STATION DESCRIPTION
 AV0738
 AV0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0738'THE STATION IS THE TOP AND CENTER OF THE UNION PRODUCING
 AV0738'COMPANY OIL DERRICK NUMBER-3 WHICH IS LOCATED IN THE SOUTHWEST
 AV0738'QUARTER OF SECTION 18, T 16S.  R 3W.  IT IS AT THE SOUTHWEST
 AV0738'EDGE OF DEEP LAKE.
 AV0738'
 AV0738'THE DERRICK IS A 4-LEGGED STEEL STRUCTURE AND IS APPROXIMATELY
 AV0738'90 FEET IN HEIGHT.
 AV0738'
 AV0738'STATION OBSERVED IS IDENTICAL WITH THE WELL BEING DRILLED
 AV0738'ON THE 26TH OF APRIL 1955.  THIS INFORMATION IS NOTED AS
 AV0738'THE DERRICK IS SUBJECT TO BEING REMOVED ON THE PLATFORM
 AV0738'OR BEING REMOVED ENTIRELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2448 ***********************************************************************
 AU2448  DESIGNATION -  DEER
 AU2448  PID         -  AU2448
 AU2448  STATE/COUNTY-  LA/TERREBONNE
 AU2448  USGS QUAD   -  POINT AU FER NE (1994)
 AU2448
 AU2448                         *CURRENT SURVEY CONTROL
 AU2448  ___________________________________________________________________
 AU2448* NAD 83(1992)-  29 28 52.71292(N)    091 15 52.15532(W)     ADJUSTED  
 AU2448* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2448  ___________________________________________________________________
 AU2448  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU2448  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU2448
 AU2448  HORZ ORDER  -  SECOND
 AU2448
 AU2448.The horizontal coordinates were established by classical geodetic methods
 AU2448.and adjusted by the National Geodetic Survey in January 1993..
 AU2448
 AU2448.The orthometric height was scaled from a topographic map.
 AU2448
 AU2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2448
 AU2448.The geoid height was determined by GEOID03.
 AU2448
 AU2448;                    North         East     Units Scale Factor Converg.
 AU2448;SPC LA S     -   108,776.014 1,006,676.718   MT  0.99996657   +0 02 03.9
 AU2448;SPC LA S     -   356,875.97  3,302,738.53   sFT  0.99996657   +0 02 03.9
 AU2448;UTM  15      - 3,262,566.864   668,263.123   MT  0.99994935   +0 51 15.5
 AU2448
 AU2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2448!SPC LA S     -   1.00000396  x   0.99996657  =   0.99997053
 AU2448!UTM  15      -   1.00000396  x   0.99994935  =   0.99995331
 AU2448
 AU2448|---------------------------------------------------------------------|
 AU2448| PID    Reference Object                     Distance      Geod. Az  |
 AU2448|                                                           dddmmss.s |
 AU2448| CV9730 DEER RM 1                            35.438 METERS 12711     |
 AU2448| AU2425 RAY                                 APPROX.12.2 KM 1652024.4 |
 AU2448| AU2456 POINT AU FER STACK                  APPROX.18.5 KM 2062027.5 |
 AU2448| CV9731 DEER RM 2                            29.149 METERS 24253     |
 AU2448| AU2391 ATCHAFALAYA RIVER BEACON 5          APPROX. 6.6 KM 3500532.7 |
 AU2448|---------------------------------------------------------------------|
 AU2448
 AU2448                          SUPERSEDED SURVEY CONTROL
 AU2448
 AU2448  NAD 83(1986)-  29 28 52.73595(N)    091 15 52.15439(W) AD(       ) 2
 AU2448  NAD 27      -  29 28 51.95900(N)    091 15 51.77100(W) AD(       ) 2
 AU2448
 AU2448.Superseded values are not recommended for survey control.
 AU2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2448.See file dsdata.txt to determine how the superseded data were derived.
 AU2448
 AU2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6826362567(NAD 83)
 AU2448_MARKER: DS = TRIANGULATION STATION DISK
 AU2448_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2448_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2448
 AU2448  HISTORY     - Date     Condition        Report By
 AU2448  HISTORY     - 1933     MONUMENTED       CGS
 AU2448  HISTORY     - 1940     MARK NOT FOUND   CGS
 AU2448  HISTORY     - 1943     SEE DESCRIPTION  CGS
 AU2448  HISTORY     - 1948     GOOD             BAKER
 AU2448  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AU2448  HISTORY     - 1957     GOOD             CGS
 AU2448  HISTORY     - 1966     GOOD             CGS
 AU2448
 AU2448                          STATION DESCRIPTION
 AU2448
 AU2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2448'STATION IS ON THE E BANK OF AND AT THE MOUTH OF THE ATCHAFALAYA
 AU2448'RIVER, ON THE POINT KNOWN AS DEER ISLAND, APPROXIMATELY
 AU2448'250 METERS (820 FEET) E OF THE SHORE LINE ON A SOMEWHAT ELEVATED
 AU2448'POINT FORMED BY A PILE OF SHELL, AND APPROXIMATELY 100 METERS
 AU2448'(330 FEET) W OF AN OLD HOUSE IN A THICKET OF TREES.
 AU2448'
 AU2448'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2448'AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 AU2448'GROUND.
 AU2448'
 AU2448'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 AU2448'IN THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE, AND IS ON
 AU2448'THE S SIDE OF THE PATH LEADING IN FROM THE SHORE AND 35.438
 AU2448'METERS (116.27 FEET) FROM THE STATION S 52 DEG 49 MIN E.
 AU2448'
 AU2448'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET IN THE
 AU2448'TOP OF A SQUARE BLOCK OR POST OF CONCRETE, AND IS ON A SHELL
 AU2448'PILE AND 29.149 METERS (95.63 FEET) FROM THE STATION
 AU2448'S 62 DEG 53 MIN W.
 AU2448'
 AU2448'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2448
 AU2448                          STATION RECOVERY (1940)
 AU2448
 AU2448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PHQ)
 AU2448'STATION HAS APPARENTLY BEEN DREDGED UP.  A PARTY OF 5 MEN SEARCHED
 AU2448'FOR HALF A DAY AND NO EVIDENCE OF THE STATION COULD BE FOUND
 AU2448'EXCEPT FOR A CHUNK OF CONCRETE WHICH THE DREDGE THREW UP
 AU2448'ON THE BANK.
 AU2448
 AU2448                          STATION RECOVERY (1943)
 AU2448
 AU2448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WSW)
 AU2448'STATION SEEMS TO HAVE BEEN MOVED IN 1938 WHEN SHELL WAS DREDGED
 AU2448'ON DEER ISLAND.  BY USING MR. T.B. SMITHS (PSH. SURVEYOR)
 AU2448'TIE TO THE STATION IN 1936 THE MARK WAS MOVED N 8 FEET AND
 AU2448'W 50.9 FEET.  NATIVES OF THE ISLAND TELL ME THE MARK WAS MOVED.
 AU2448'AFTER INTENSIVE SEARCH, FAILED TO FIND EITHER REFERENCE MARK
 AU2448'1 OR 2.
 AU2448
 AU2448                          STATION RECOVERY (1948)
 AU2448
 AU2448'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948 (JFW)
 AU2448'ALTHOUGH PREVIOUSLY REPORTED LOST THIS STATION RECOVERED
 AU2448'IN FAIR CONDITION ON BANK OF SHELL DREDGING.  NO REFERENCE
 AU2448'MARKS FOUND.  STATION IS LOCATED AT E BANK AND AT THE MOUTH
 AU2448'OF ATCHAFALAYA RIVER.
 AU2448
 AU2448                          STATION RECOVERY (1948)
 AU2448
 AU2448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2448'STATION RECOVERED IN FAIR CONDITION.  DESCRIPTION ADEQUATE
 AU2448'EXCEPT ADD THE FOLLOWING--
 AU2448'
 AU2448'THE STATION IS LOCATED ON THE NORTH BANK OF A CUT MADE BY
 AU2448'SHELL DREDGING AND IS ON THE FIRST SHELL MOUND W OF THE E
 AU2448'END OF THE CUT.  THE SHELL MOUND IS IN A BREAK IN THE TREELINE
 AU2448'AND THE MONUMENT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 AU2448'
 AU2448'NEITHER OF THE REFERENCE MARKS COULD BE FOUND.
 AU2448'
 AU2448'A NATIVE TOLD THE FIELD PARTY THAT HE HELPED MOVE THE MONUMENT
 AU2448'FROM ITS ORIGINAL POSITION AND AT A LATER DATE RETURNED IT
 AU2448'TO THE ORIGINAL POSITION.  THE AREA HAS CHANGED TOO MUCH
 AU2448'SINCE THE ORIGINAL DESCRIPTION WAS WRITTEN TO DETERMINE
 AU2448'IF THE MONUMENT HAD BEEN MOVED WITHOUT EXTENSIVE WORK AND
 AU2448'COSTS.
 AU2448
 AU2448                          STATION RECOVERY (1957)
 AU2448
 AU2448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2448'THE STATION WAS RECOVERED IN GOOD CONDITION.  NEITHER REFERENCE
 AU2448'MARK WAS RECOVERED.  THE RECOVERY NOTE BY C.W.C. IN 1948 WAS
 AU2448'VERIFIED EXCEPT THAT THE MARK NOW PROJECTS ONLY 5 INCHES AND
 AU2448'NO PERSONS WERE CONTACTED REGARDING THE STATION.
 AU2448
 AU2448                          STATION RECOVERY (1966)
 AU2448
 AU2448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2448'STATION MARK WAS RECOVERED IN FAIR CONDITION.  NO REFERENCE
 AU2448'MARKS WERE FOUND.  A METAL WITNESS POST WAS SET AT THE STATION.
 AU2448'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DEER 1933.
 AU2448'A NEW DESCRIPTION FOLLOWS--
 AU2448'
 AU2448'STATION IS LOCATED AT THE MOUTH OF AND ON THE EAST SIDE OF THE
 AU2448'ATCHAFALAYA RIVER, ON THE NORTH BANK OF A DREDGED SLOUGH, 150
 AU2448'PACES EAST OF THE MOUTH OF THE SLOUGH, 50 PACES WEST OF THE END
 AU2448'OF THE SLOUGH AND 10 FEET NORTH OF THE NORTH BANK OF THE
 AU2448'SLOUGH.
 AU2448'
 AU2448'NOTE--THIS STATION WAS REPORTED LOST IN 1940, THEN REPORTED
 AU2448'AS MOVED AND THEN MOVED BACK TO ITS ORIGINAL POSITION LATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0833 ***********************************************************************
 AV0833  DESIGNATION -  DEER
 AV0833  PID         -  AV0833
 AV0833  STATE/COUNTY-  LA/CAMERON
 AV0833  USGS QUAD   -  BROWNS LAKE (1982)
 AV0833
 AV0833                         *CURRENT SURVEY CONTROL
 AV0833  ___________________________________________________________________
 AV0833* NAD 83(1992)-  29 57 51.88607(N)    093 29 33.62643(W)     ADJUSTED  
 AV0833* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0833  **This station is located in a subsidence area (see below).
 AV0833  ___________________________________________________________________
 AV0833  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AV0833  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AV0833
 AV0833  HORZ ORDER  -  SECOND
 AV0833
 AV0833.The horizontal coordinates were established by classical geodetic methods
 AV0833.and adjusted by the National Geodetic Survey in January 1993..
 AV0833
 AV0833 ** The orthometric height has not been validated since last determined
 AV0833 ** by differential leveling and should not be used for control purposes.
 AV0833 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0833 ** area with valid NAVD 88 orthometric heights.
 AV0833 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0833 ** epoch indicated which incorporates improved geoid heights for the
 AV0833 ** Southern Louisiana Subsidence area.
 AV0833 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0833.The orthometric height was scaled from a topographic map.
 AV0833
 AV0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0833
 AV0833.The geoid height was determined by GEOID03.
 AV0833
 AV0833;                    North         East     Units Scale Factor Converg.
 AV0833;SPC LA S     -   164,285.356   791,606.722   MT  0.99992595   -1 04 46.9
 AV0833;SPC LA S     -   538,992.87  2,597,129.72   sFT  0.99992595   -1 04 46.9
 AV0833;UTM  15      - 3,314,944.089   452,465.491   MT  0.99962788   -0 14 45.9
 AV0833
 AV0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0833!SPC LA S     -   1.00000427  x   0.99992595  =   0.99993022
 AV0833!UTM  15      -   1.00000427  x   0.99962788  =   0.99963215
 AV0833
 AV0833|---------------------------------------------------------------------|
 AV0833| PID    Reference Object                     Distance      Geod. Az  |
 AV0833|                                                           dddmmss.s |
 AV0833| CV9731 DEER RM 2                            28.600 METERS 09046     |
 AV0833| AV0864 NORTH OIL DERRICK                   APPROX.19.9 KM 2235811.4 |
 AV0833| CV9730 DEER RM 1                            28.240 METERS 26942     |
 AV0833| BK3200 GUM                                 APPROX.13.4 KM 3210154.6 |
 AV0833|---------------------------------------------------------------------|
 AV0833
 AV0833                          SUPERSEDED SURVEY CONTROL
 AV0833
 AV0833  NAD 83(1986)-  29 57 51.91153(N)    093 29 33.61216(W) AD(       ) 2
 AV0833  NAD 27      -  29 57 51.14200(N)    093 29 33.04400(W) AD(       ) 2
 AV0833
 AV0833.Superseded values are not recommended for survey control.
 AV0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0833.See file dsdata.txt to determine how the superseded data were derived.
 AV0833
 AV0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5246514944(NAD 83)
 AV0833_MARKER: DS = TRIANGULATION STATION DISK
 AV0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0833
 AV0833  HISTORY     - Date     Condition        Report By
 AV0833  HISTORY     - 1933     MONUMENTED       CGS
 AV0833  HISTORY     - 1963     GOOD             CGS
 AV0833  HISTORY     - 1968     GOOD             CGS
 AV0833
 AV0833                          STATION DESCRIPTION
 AV0833
 AV0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JCB)
 AV0833'STATION IS ON N SIDE OF STARKS N CANAL, IN SEC. 33, T 12 S,
 AV0833'R 11 W, 2.15 MILES E OF THE T-JUNCTION OF THE N CANAL WITH THE
 AV0833'CANAL LEADING S.  5-1/4 MILES W OF THE E END OF THE TANGENT
 AV0833'OF THE N CANAL.  IT IS OPPOSITE A PASSING SLIP.  ON THE SPOIL
 AV0833'BANK 8.9 METERS N OF THE CENTER LINE OF CANAL.
 AV0833'
 AV0833'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AV0833'THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.
 AV0833'
 AV0833'STATION IS REACHED BY BOAT AS FOLLOWS--ENTER THE VINTON CANAL
 AV0833'FROM SHIP CHANNEL AND PROCEED 0.5 MILE SW TO ITS JUNCTION
 AV0833'WITH BLACK BAYOU, FOLLOW BLACK BAYOU IN A SOUTHWESTERLY
 AV0833'DIRECTION ABOUT 6 MILES TO CONFLUENCE OF BLACK BAYOU AND
 AV0833'RIGHT HAND OR SOUTH FORK.  FOLLOW SOUTH FORK 1.5 MILES S TO
 AV0833'STARKS GATE CAMP, THENCE S IN DREDGED CANAL 0.5 MILE, THENCE
 AV0833'NORTHWESTERLY 1.0 MILE TO BEGINNING OF STARKS N CANAL.
 AV0833'STATION IS ABOUT 8.0 MILES E ALONG CANAL FROM ITS WESTERNMOST
 AV0833'END.
 AV0833'
 AV0833'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 AV0833
 AV0833                          STATION RECOVERY (1963)
 AV0833
 AV0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0833'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE
 AV0833'FOLLOWING ADDITIONS--THE MANAGER OF THE SABINE NATIONAL WILDLIFE
 AV0833'REFUGE SHOULD BE CONTACTED.  THE STATION IS IN A VERY REMOTE
 AV0833'AREA AND CAN ONLY BE REACHED BY BOAT.
 AV0833'
 AV0833'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND
 AV0833'DESTROYED.
 AV0833
 AV0833                          STATION RECOVERY (1968)
 AV0833
 AV0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (MLB)
 AV0833'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AV0833'A NEW DESCRIPTION FOLLOWS--TO REACH FROM HACKBERRY, PROCEED
 AV0833'SOUTHERLY ALONG HWY. 27 FROM INTERSECTION OF HWY 27 AND HWY
 AV0833'390 FOR 4.7 MILES TO STARKS NORTH CANAL.  THEN BY BOAT ALONG
 AV0833'STARKS CANAL.  WEST 1.3 MILES.  NORTH 3.0 MILES.  WEST 5.2 MILES
 AV0833'TO STATION ON TOP OF NORTH SPOIL BANK.  STATION IS APPROX.
 AV0833'5 METERS FROM NORTH BANK OF CANAL AND IS SITUATED ON THE
 AV0833'SABINE NATIONAL WILD LIFE REFUGE LANDS IN SEC. 5, T 13 S,
 AV0833'R 11 W AS SHOWN ON REFUGE MAP.  STATION IS 5,069 FEET EAST OF
 AV0833'THE CENTERLINE OF A CANAL LEADING NORTH FROM STARKS CANAL.  THIS
 AV0833'CANAL DOES NOT CONNECT WITH STARKS CANAL DUE TO SPOIL BANK
 AV0833'OF STARKS CANAL.  PERMISSION MUST BE OBTAINED FROM REFUGE
 AV0833'HEADQUARTERS BEFORE ENTERING THEIR LANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1317 ***********************************************************************
 AT1317  DESIGNATION -  DEER
 AT1317  PID         -  AT1317
 AT1317  STATE/COUNTY-  LA/PLAQUEMINES
 AT1317  USGS QUAD   -  LAKE LAURIER (1992)
 AT1317
 AT1317                         *CURRENT SURVEY CONTROL
 AT1317  ___________________________________________________________________
 AT1317* NAD 83(1992)-  29 36 32.88618(N)    089 53 46.45112(W)     ADJUSTED  
 AT1317* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT1317  **This station is located in a subsidence area (see below).
 AT1317  ___________________________________________________________________
 AT1317  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AT1317  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AT1317
 AT1317  HORZ ORDER  -  THIRD
 AT1317
 AT1317.The horizontal coordinates were established by classical geodetic methods
 AT1317.and adjusted by the National Geodetic Survey in January 1993..
 AT1317
 AT1317 ** The orthometric height has not been validated since last determined
 AT1317 ** by differential leveling and should not be used for control purposes.
 AT1317 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1317 ** area with valid NAVD 88 orthometric heights.
 AT1317 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1317 ** epoch indicated which incorporates improved geoid heights for the
 AT1317 ** Southern Louisiana Subsidence area.
 AT1317 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1317.The orthometric height was scaled from a topographic map.
 AT1317
 AT1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1317
 AT1317.The geoid height was determined by GEOID03.
 AT1317
 AT1317;                    North         East     Units Scale Factor Converg.
 AT1317;SPC LA S     -   123,815.067 1,139,189.534   MT  0.99994896   +0 43 06.8
 AT1317;SPC LA S     -   406,216.60  3,737,491.00   sFT  0.99994896   +0 43 06.8
 AT1317;UTM  16      - 3,278,980.113   219,514.976   MT  1.00057082   -1 25 54.9
 AT1317
 AT1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1317!SPC LA S     -   1.00000376  x   0.99994896  =   0.99995272
 AT1317!UTM  16      -   1.00000376  x   1.00057082  =   1.00057459
 AT1317
 AT1317|---------------------------------------------------------------------|
 AT1317| PID    Reference Object                     Distance      Geod. Az  |
 AT1317|                                                           dddmmss.s |
 AT1317| DD6576 DEER RM 1                            19.076 METERS 00008     |
 AT1317| DD6575 DEER AZ MK                                         0271433.0 |
 AT1317| AT1306 POINTE A LA HACHE KKD 555 MAST      APPROX.10.1 KM 1121508.9 |
 AT1317| DD6577 DEER RM 2                            28.730 METERS 29304     |
 AT1317| AT1322 PHOENIX RELAY TOWER                 APPROX. 4.0 KM 3231407.8 |
 AT1317|---------------------------------------------------------------------|
 AT1317
 AT1317                          SUPERSEDED SURVEY CONTROL
 AT1317
 AT1317  NAD 83(1986)-  29 36 32.89866(N)    089 53 46.45533(W) AD(       ) 3
 AT1317  NAD 27      -  29 36 32.13284(N)    089 53 46.20645(W) AD(       ) 3
 AT1317
 AT1317.Superseded values are not recommended for survey control.
 AT1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1317.See file dsdata.txt to determine how the superseded data were derived.
 AT1317
 AT1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1951578980(NAD 83)
 AT1317_MARKER: DS = TRIANGULATION STATION DISK
 AT1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1317+STABILITY: SURFACE MOTION
 AT1317
 AT1317  HISTORY     - Date     Condition        Report By
 AT1317  HISTORY     - 1966     MONUMENTED       CGS
 AT1317  HISTORY     - 1976     GOOD             CGS
 AT1317  HISTORY     - 20060425 MARK NOT FOUND   NGS
 AT1317
 AT1317                          STATION DESCRIPTION
 AT1317
 AT1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1317'STATION IS ABOUT 15 MILES NORTHWEST OF PORT SULPHUR, 7 MILES
 AT1317'NORTHWEST OF
 AT1317'HERMITAGE, 4 MILES SOUTHEAST OF MYRTLE GROVE AND BETWEEN
 AT1317'STATE HIGHWAY 23 AND A RAILROAD
 AT1317'TRACK IN THE NORTHEAST ANGLE OF AN
 AT1317'INTERSECTION.
 AT1317'
 AT1317'TO REACH THE STATION FROM ST. PATRICKS CATHOLIC CHURCH IN THE
 AT1317'SOUTHEAST EDGE OF
 AT1317'PORT SULPHUR, GO NORTHERLY ON STATE HIGHWAY 23 FOR
 AT1317'8.2 MILES TO ST. JUDES CATHOLIC
 AT1317'CHURCH ON THE LEFT.  CONTINUE NORTHERLY
 AT1317'ON HIGHWAY 23 FOR 6.85 MILES TO A SIDE ROAD RIGHT
 AT1317'AND THE STATION IN
 AT1317'THE NORTHEAST ANGLE OF THE INTERSECTION.
 AT1317'
 AT1317'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE SHELL
 AT1317'ROAD FOR 0.2 MILE
 AT1317'TO A LEVEE AND AZIMUTH MARK ON THE RIGHT, ON TOP OF THE LEVEE.
 AT1317'
 AT1317'STATION MARK, A STANDARD DISK STAMPED DEER 1966.  THE SURFACE
 AT1317'DISK IS SET IN A
 AT1317'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AT1317'GROUND SURFACE.  IT IS 95 FEET
 AT1317'NORTH OF THE CENTER OF HIGHWAY 23, 47
 AT1317'FEET SOUTHEAST OF THE CENTER OF A RAILROAD
 AT1317'CROSSING, 38 FEET EAST OF
 AT1317'THE CENTER OF THE SHELL ROAD AND 2.7 FEET NORTH OF A METAL
 AT1317'WITNESS POST.
 AT1317'NO UNDERGROUND MARK WAS SET DUE TO EXCESSIVE SEEPAGE OF MUD AND
 AT1317'WATER.
 AT1317'
 AT1317'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEER NO 1 1966, IS
 AT1317'SET IN A ROUND
 AT1317'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 28
 AT1317'FEET NORTHEAST OF THE CENTER OF
 AT1317'THE RAILROAD CROSSING, 10 FEET EAST OF
 AT1317'THE CENTER OF THE SHELL ROAD AND 1.6 FEET
 AT1317'SOUTHEAST OF A METAL WITNESS POST.
 AT1317'
 AT1317'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEER NO 2 1966, IS
 AT1317'SET IN A ROUND
 AT1317'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 AT1317'IT IS 95 FEET NORTH OF THE CENTER
 AT1317'OF THE HIGHWAY, 68 FEET
 AT1317'SOUTHWEST OF THE CENTER OF THE RAILROAD CROSSING AND
 AT1317'1.4 FEET EAST OF A METAL WITNESS POST.
 AT1317'
 AT1317'AZIMUTH MARK, A STANDARD DISK STAMPED DEER 1966, IS SET IN A
 AT1317'ROUND CONCRETE
 AT1317'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 12 FEET SOUTH
 AT1317'OF A CONCRETE RETAINING WALL, 5
 AT1317'FEET SOUTH OF THE CENTER OF THE ROAD
 AT1317'ON TOP OF THE LEVEE AND 1.6 FEET WEST OF A METAL
 AT1317'WITNESS POST.
 AT1317'
 AT1317'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AT1317
 AT1317                          STATION RECOVERY (1976)
 AT1317
 AT1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1976
 AT1317'THE STATION WAS VISITED 8-19-76 AND THE STATIONS SURFACE MARK WAS
 AT1317'FOUND 14 INCHES BELOW THE SURFACE OF THE GROUND.  THE AZIMUTH MARK
 AT1317'AND REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED PRIOR TO THIS
 AT1317'DATE DUE TO ROAD CONSTRUCTION AND WORK ON THE LEVEE.  REFERENCE
 AT1317'MARKS NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.  A NEW
 AT1317'DESCRIPTION FOLLOWS--
 AT1317'
 AT1317'THE STATION IS ABOUT 15 MILES NORTHWEST OF PORT SULPHUR, 7 MILES
 AT1317'NORTHWEST OF HERMITAGE, 4 MILES SOUTHEAST OF MYRTLE GROOVE, BETWEEN
 AT1317'STATE HIGHWAY 23 AND THE RAILROAD TRACKS.
 AT1317'
 AT1317'TO REACH THE STATION FROM THE ST. PATRICKS CATHOLIC CHURCH IN THE
 AT1317'SOUTHEAST SECTION OF PORT SULPHUR, GO NORTHERLY ON STATE HIGHWAY 23
 AT1317'FOR 8.2 MILES TO ST JUDES CATHOLIC CHURCH ON THE LEFT, CONTINUE
 AT1317'6.85 MILES TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT.
 AT1317'
 AT1317'THE STATION IS 35 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACKS
 AT1317'15 FEET SOUTHEAST OF A POWER POLE (SPIKE IN POLE NEAR THE GROUND ON
 AT1317'THE SOUTH EAST SIDE, 51.5 FEET SOUTHEAST OF THE CENTER OF THE
 AT1317'RAILROAD CROSSING, 35 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE
 AT1317'OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER OF THE SHELL ROAD
 AT1317'CROSSING THE RAILROAD TRACKS, 167 FEET WEST OF THE NORTH END OF A
 AT1317'METAL CULVERT UNDER THE HIGHWAY AND 1 FOOT WEST OF A METAL
 AT1317'WITNESS POST.  IT IS A STANDARD DISK STAMPED DEER 1966, 14 INCHES
 AT1317'BELOW THE SURFACE OF THE GROUND.
 AT1317'
 AT1317'REFERENCE MARK NO. 3 IS 67.35 FEET SOUTH-SOUTHWEST OF THE STATION,
 AT1317'28.5 FEET SOUTH OF THE WEST BOUND LANE OF TRAFFIC AT THE EAST END OF
 AT1317'A CROSSOVER BETWEEN THE EAST AND WEST BOUND LANES OF THE HIGHWAY,
 AT1317'30 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE, 1 FOOT WEST OF
 AT1317'THE EDGE OF THE CONCRETE, 6 FEET WEST OF THE EDGE OF THE BLACK
 AT1317'TOP, 26 FEET EAST OF THE CENTER OF THE CROSSOVER, AND 73.5 FEET
 AT1317'SOUTH OF A SPIKE IN A POWER POLE NEAR THE STATION.  IT IS A
 AT1317'REFERENCE MARK DISK STAMPED DEER NO 3 1966 1977 SET IN A DRILL HOLE
 AT1317'IN THE CONCRETE.
 AT1317'
 AT1317'REFERENCE MARK NO. 4 IS 68.04 FEET WEST OF THE STATION.  IT IS 28.7
 AT1317'FEET WEST OF THE CENTER OF A SHELL ROAD CROSSING THE TRACKS, 28.6
 AT1317'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACKS, 2.5 FEET EAST OF
 AT1317'A BRACE POLE, 54.4 FEET WEST OF A POWER POLE, 43.3 FEET NORTH OF
 AT1317'THE CENTER OF THE WEST BOUND LANE OF THE HIGHWAY AND 1 FOOT WEST OF
 AT1317'A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED DEER
 AT1317'NO 4 1966 1976, FLUSH WITH THE GROUND.
 AT1317'
 AT1317'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF
 AT1317'MYRTLE GROOVE.
 AT1317
 AT1317                          STATION RECOVERY (2006)
 AT1317
 AT1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AT1317'NOT RECOVERED, DITCH HAS BEEN WIDENED WHERE MARK WAS SUPPOSE TO HAVE
 AT1317'BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3257 ***********************************************************************
 AU3257  DESIGNATION -  DEER ISLAND
 AU3257  PID         -  AU3257
 AU3257  STATE/COUNTY-  LA/TERREBONNE
 AU3257  USGS QUAD   -  POINT AU FER NE (1994)
 AU3257
 AU3257                         *CURRENT SURVEY CONTROL
 AU3257  ___________________________________________________________________
 AU3257* NAD 83(1992)-  29 28 27.69754(N)    091 15 46.48508(W)     ADJUSTED  
 AU3257* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AU3257  ___________________________________________________________________
 AU3257  X           -    -122,480.383 (meters)                     COMP
 AU3257  Y           -  -5,555,786.632 (meters)                     COMP
 AU3257  Z           -   3,119,768.848 (meters)                     COMP
 AU3257  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU3257  ELLIP HEIGHT-         -24.45  (meters)          (07/18/02) GPS OBS
 AU3257  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AU3257
 AU3257  HORZ ORDER  -  FIRST
 AU3257  ELLP ORDER  -  FOURTH    CLASS II
 AU3257
 AU3257.The horizontal coordinates were established by GPS observations
 AU3257.and adjusted by the National Geodetic Survey in January 1993..
 AU3257
 AU3257.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3257
 AU3257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3257
 AU3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3257
 AU3257.The ellipsoidal height was determined by GPS observations
 AU3257.and is referenced to NAD 83.
 AU3257
 AU3257.The geoid height was determined by GEOID03.
 AU3257
 AU3257;                    North         East     Units Scale Factor Converg.
 AU3257;SPC LA S     -   108,005.911 1,006,829.943   MT  0.99996767   +0 02 06.8
 AU3257;SPC LA S     -   354,349.39  3,303,241.24   sFT  0.99996767   +0 02 06.8
 AU3257;UTM  15      - 3,261,799.045   668,427.347   MT  0.99995004   +0 51 17.7
 AU3257
 AU3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3257!SPC LA S     -   1.00000384  x   0.99996767  =   0.99997151
 AU3257!UTM  15      -   1.00000384  x   0.99995004  =   0.99995388
 AU3257
 AU3257                          SUPERSEDED SURVEY CONTROL
 AU3257
 AU3257  ELLIP H (01/21/93)  -24.41   (m)                       GP(       ) 4 2
 AU3257  NAD 83(1986)-  29 28 27.71945(N)    091 15 46.48250(W) AD(       ) 1
 AU3257  NGVD 29 (04/21/89)    1.2    (m)            4.     (f) GPS OBS        
 AU3257
 AU3257.Superseded values are not recommended for survey control.
 AU3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3257.See file dsdata.txt to determine how the superseded data were derived.
 AU3257
 AU3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6842761799(NAD 83)
 AU3257_MARKER: T = CHISELED TRIANGLE
 AU3257_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3257_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3257+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3257
 AU3257  HISTORY     - Date     Condition        Report By
 AU3257  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3257
 AU3257                          STATION DESCRIPTION
 AU3257
 AU3257'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3257'THE STATION IS LOCATED ABOUT 35 MILES WEST OF HOUMA LOUISIANA, ABOUT
 AU3257'18 MILES SOUTH OF MORGAN CITY LOUISIANA, ON THE EASTERN BANK OF DEER
 AU3257'ISLAND BAYOU.
 AU3257'
 AU3257'TO REACH THE STATION FROM A PARISH BOAT LANDING NEAR BERWICK
 AU3257'LOUISIANA, WHERE THE ATCHAFALAYA RIVER AND THE INTRACOASTAL CANAL MEET
 AU3257'GO SOUTH ON THE ATCHAFALAYA RIVER TO ATCHAFALAYA BAY GO SOUTHEAST ON
 AU3257'ATCHAFALAYA BAY TO DEER ISLAND BAYOU.  GO NORTH ON DEER ISLAND FOR
 AU3257'ABOUT 400 FEET TO THE STATION ON THE RIGHT OR EAST BANK.
 AU3257'
 AU3257'THE STATION IS A 9/16 INCH STEEL ROD DRIVEN INTO THE GROUND WITH A
 AU3257'PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND IT ANOTHER STEEL ROD
 AU3257'AND PVC PIPE IS DRIVEN INTO THE GROUND ABOUT 5 FEET NORTH OF THE
 AU3257'STATION.  THE STATION IS SET ABOUT 25 FEET EAST OF THE EDGE OF THE
 AU3257'BANK AND ABOUT 150 FEET SOUTHEAST OF A TIDE GAUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2480 ***********************************************************************
 BW2480  DESIGNATION -  DEER PARK 2
 BW2480  PID         -  BW2480
 BW2480  STATE/COUNTY-  LA/CONCORDIA
 BW2480  USGS QUAD   -  DEER PARK (1983)
 BW2480
 BW2480                         *CURRENT SURVEY CONTROL
 BW2480  ___________________________________________________________________
 BW2480* NAD 83(1992)-  31 25 04.42640(N)    091 34 43.45216(W)     ADJUSTED  
 BW2480* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 BW2480  ___________________________________________________________________
 BW2480  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BW2480  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BW2480
 BW2480  HORZ ORDER  -  FIRST
 BW2480
 BW2480.The horizontal coordinates were established by classical geodetic methods
 BW2480.and adjusted by the National Geodetic Survey in May 1994..
 BW2480
 BW2480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2480
 BW2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2480
 BW2480.The geoid height was determined by GEOID03.
 BW2480
 BW2480;                    North         East     Units Scale Factor Converg.
 BW2480;SPC LA N     -   102,144.869 1,087,593.330   MT  0.99995253   +0 29 13.5
 BW2480;SPC LA N     -   335,120.29  3,568,212.45   sFT  0.99995253   +0 29 13.5
 BW2480;UTM  15      - 3,476,790.369   635,093.481   MT  0.99982510   +0 44 27.5
 BW2480
 BW2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2480!SPC LA N     -   1.00000016  x   0.99995253  =   0.99995269
 BW2480!UTM  15      -   1.00000016  x   0.99982510  =   0.99982526
 BW2480
 BW2480|---------------------------------------------------------------------|
 BW2480| PID    Reference Object                     Distance      Geod. Az  |
 BW2480|                                                           dddmmss.s |
 BW2480| CY4235 DEER PARK 2 RM 1                     24.434 METERS 00317     |
 BW2480| BW2481 DEER PARK 2 AZ MK                   APPROX. 0.7 KM 0340452.0 |
 BW2480| CY4236 DEER PARK 2 RM 2                     28.092 METERS 21454     |
 BW2480|---------------------------------------------------------------------|
 BW2480
 BW2480                          SUPERSEDED SURVEY CONTROL
 BW2480
 BW2480  NAD 83(1992)-  31 25 04.43831(N)    091 34 43.45109(W) AD(       ) 1
 BW2480  NAD 83(1986)-  31 25 04.44094(N)    091 34 43.44903(W) AD(       ) 1
 BW2480  NAD 27      -  31 25 03.82264(N)    091 34 43.01834(W) AD(       ) 1
 BW2480  NGVD 29 (07/19/86)   25.5    (m)           84.     (f) VERT ANG       
 BW2480
 BW2480.Superseded values are not recommended for survey control.
 BW2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2480.See file dsdata.txt to determine how the superseded data were derived.
 BW2480
 BW2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3509376790(NAD 83)
 BW2480_MARKER: DS = TRIANGULATION STATION DISK
 BW2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2480+STABILITY: SURFACE MOTION
 BW2480
 BW2480  HISTORY     - Date     Condition        Report By
 BW2480  HISTORY     - 1977     MONUMENTED       NGS
 BW2480
 BW2480                          STATION DESCRIPTION
 BW2480
 BW2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2480'THE STATION IS ABOUT 15 MILES SOUTH OF FERRIDAY, 13-1/2 MILES
 BW2480'SOUTHWEST OF VIDALIA, NEAR THE SMALL COMMUNITY OF DEER PARK AND
 BW2480'ON TOP OF A LEVEE.  PERMISSION WAS GRANTED TO ESTABLISH THE
 BW2480'STATION BY THE BOARD OF COMMISSIONERS, 5TH LEVEE DISTRICT,
 BW2480'TALLULAH, LOUISIANA 71282, AND THE DISTRICT ENGINEERS, CORPS OF
 BW2480'ENGINEERS, VICKSBURG DISTRICT, POST OFFICE BOX 68, VICKSBURG,
 BW2480'MISSISSIPPI 39180.
 BW2480'
 BW2480'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 BW2480'65 AND STATE HIGHWAY 131 ABOUT 0.15 MILE SOUTHEAST OF THE
 BW2480'COURTHOUSE IN VIDALIA, GO SOUTHWEST ON HIGHWAY 131 FOR 6.35
 BW2480'MILES TO THE JUNCTION WITH STATE HIGHWAY 15.  KEEP LEFT AND GO
 BW2480'SOUTH ON HIGHWAY 15 FOR 2.15 MILES TO A TRACK ROAD SHARP LEFT.
 BW2480'CONTINUE SOUTHERLY ON HIGHWAY 15 FOR 6.15 MILES TO THE AZIMUTH
 BW2480'MARK ON THE LEFT.  CONTINUE SOUTHERLY ON HIGHWAY 15 FOR 0.35
 BW2480'MILE TO THE STATION ON THE LEFT.
 BW2480'
 BW2480'STATION MARKS ARE STANDARD DISKS STAMPED---DEER PARK 2
 BW2480'1977---.  THE SURFACE DISK IS SET IN THE TOP OF 12-INCH ROUND
 BW2480'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 59 FEET
 BW2480'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 15 AND 15 FEET
 BW2480'NORTHWEST OF THE CENTER OF A TRACK ROAD ATOP THE LEVEE.  THE
 BW2480'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 BW2480'INCHES BELOW THE GROUND SURFACE.
 BW2480'
 BW2480'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---DEER PARK 2 NO 1
 BW2480'1977---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BW2480'THAT IS FLUSH WITH THE GROUND.  IT IS 55 FEET NORTHWEST OF THE
 BW2480'TRACK ROAD ATOP THE LEVEE, 18 FEET SOUTHEAST OF THE CENTER OF
 BW2480'HIGHWAY 15 AND ABOUT 15 FEET LOWER THAN THE STATION.
 BW2480'
 BW2480'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---DEER PARK 2 NO 2
 BW2480'1977---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BW2480'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 58 FEET SOUTHEAST
 BW2480'OF THE CENTER OF HIGHWAY 15, 21 FEET NORTHWEST OF THE CENTER OF
 BW2480'THE TRACK ROAD ATOP THE LEVEE AND ABOUT THE SAME ELEVATION AS
 BW2480'THE STATION.
 BW2480'
 BW2480'AZIMUTH MARK IS A STANDARD DISK STAMPED---DEER PARK 2 1977---,
 BW2480'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 BW2480'FLUSH WITH THE GROUND.  IT IS 54 FEET SOUTHEAST OF THE CENTER
 BW2480'OF HIGHWAY 15, 12 FEET NORTHWEST OF THE CENTER OF THE TRACK
 BW2480'ROAD ATOP THE LEVEE AND 1.5 FEET SOUTH OF A METAL WITNESS
 BW2480'POST.
 BW2480'
 BW2480'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 34.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2481 ***********************************************************************
 BW2481  DESIGNATION -  DEER PARK 2 AZ MK
 BW2481  PID         -  BW2481
 BW2481  STATE/COUNTY-  LA/CONCORDIA
 BW2481  USGS QUAD   -  DEER PARK (1983)
 BW2481
 BW2481                         *CURRENT SURVEY CONTROL
 BW2481  ___________________________________________________________________
 BW2481* NAD 83(1992)-  31 25 22.08531(N)    091 34 29.51957(W)     ADJUSTED  
 BW2481* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 BW2481  ___________________________________________________________________
 BW2481  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BW2481  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BW2481
 BW2481  HORZ ORDER  -  SECOND
 BW2481
 BW2481.The horizontal coordinates were established by classical geodetic methods
 BW2481.and adjusted by the National Geodetic Survey in May 1994..
 BW2481
 BW2481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2481
 BW2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2481
 BW2481.The geoid height was determined by GEOID03.
 BW2481
 BW2481;                    North         East     Units Scale Factor Converg.
 BW2481;SPC LA N     -   102,691.836 1,087,956.652   MT  0.99995180   +0 29 20.8
 BW2481;SPC LA N     -   336,914.80  3,569,404.45   sFT  0.99995180   +0 29 20.8
 BW2481;UTM  15      - 3,477,338.871   635,454.330   MT  0.99982630   +0 44 35.2
 BW2481
 BW2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2481!SPC LA N     -   1.00000016  x   0.99995180  =   0.99995196
 BW2481!UTM  15      -   1.00000016  x   0.99982630  =   0.99982646
 BW2481
 BW2481                          SUPERSEDED SURVEY CONTROL
 BW2481
 BW2481  NAD 83(1992)-  31 25 22.09729(N)    091 34 29.51862(W) AD(       ) 2
 BW2481  NAD 83(1986)-  31 25 22.09984(N)    091 34 29.51642(W) AD(       ) 2
 BW2481  NAD 27      -  31 25 21.48217(N)    091 34 29.08631(W) AD(       ) 2
 BW2481  NGVD 29 (07/19/86)   25.5    (m)           84.     (f) VERT ANG       
 BW2481
 BW2481.Superseded values are not recommended for survey control.
 BW2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2481.See file dsdata.txt to determine how the superseded data were derived.
 BW2481
 BW2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3545477339(NAD 83)
 BW2481_MARKER: DS = TRIANGULATION STATION DISK
 BW2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2481+STABILITY: SURFACE MOTION
 BW2481
 BW2481  HISTORY     - Date     Condition        Report By
 BW2481  HISTORY     - 1977     MONUMENTED       NGS
 BW2481
 BW2481                          STATION DESCRIPTION
 BW2481
 BW2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2481'THE STATION IS ABOUT 15 MILES SOUTH OF FERRIDAY, 13-1/2 MILES
 BW2481'SOUTHWEST OF VIDALIA, NEAR THE SMALL COMMUNITY OF DEER PARK AND
 BW2481'ON TOP OF A LEVEE.  PERMISSION WAS GRANTED TO ESTABLISH THE
 BW2481'STATION BY THE BOARD OF COMMISSIONERS, 5TH LEVEE DISTRICT,
 BW2481'TALLULAH, LOUISIANA 71282, AND THE DISTRICT ENGINEERS, CORPS OF
 BW2481'ENGINEERS, VICKSBURG DISTRICT, POST OFFICE BOX 60, VICKSBURG,
 BW2481'MISSISSIPPI 39180.
 BW2481'
 BW2481'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 BW2481'65 AND STATE HIGHWAY 131 ABOUT 0.15 MILE SOUTHEAST OF THE
 BW2481'COURTHOUSE IN VIDALIA, GO SOUTHWEST ON HIGHWAY 131 FOR 6.35
 BW2481'MILES TO THE JUNCTION WITH STATE HIGHWAY 15.  KEEP LEFT AND GO
 BW2481'SOUTH ON HIGHWAY 15 FOR 2.15 MILES TO A TRACK ROAD SHARP LEFT.
 BW2481'CONTINUE SOUTHERLY ON HIGHWAY 15 FOR 6.15 MILES TO THE
 BW2481'STATION ON THE LEFT.
 BW2481'
 BW2481'STATION MARK, STAMPED---DEER PARK 2 1977---, IS A STANDARD
 BW2481'AZIMUTH MARK DISK
 BW2481'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 BW2481'FLUSH WITH THE GROUND.  IT IS 54 FEET SOUTHEAST OF THE CENTER
 BW2481'OF HIGHWAY 15, 12 FEET NORTHWEST OF THE CENTER OF THE TRACK
 BW2481'ROAD ATOP THE LEVEE AND 1.5 FEET SOUTH OF A METAL WITNESS
 BW2481'POST.
 BW2481'
 BW2481'AN ELECTRONIC DISTANCE MEASUREMENT WAS MADE TO TRIANGULATION
 BW2481'STATION DEER PARK 2, THE DISTANCE BEING 656.669 METERS.
 BW2481'
 BW2481'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2477 ***********************************************************************
 BW2477  DESIGNATION -  DEER PARK MRC 1929
 BW2477  PID         -  BW2477
 BW2477  STATE/COUNTY-  LA/CONCORDIA
 BW2477  USGS QUAD   -  DEER PARK (1983)
 BW2477
 BW2477                         *CURRENT SURVEY CONTROL
 BW2477  ___________________________________________________________________
 BW2477* NAD 83(1992)-  31 24 57.28950(N)    091 34 47.77533(W)     ADJUSTED  
 BW2477* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 BW2477  ___________________________________________________________________
 BW2477  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BW2477  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BW2477
 BW2477  HORZ ORDER  -  SECOND
 BW2477
 BW2477.The horizontal coordinates were established by classical geodetic methods
 BW2477.and adjusted by the National Geodetic Survey in May 1994..
 BW2477
 BW2477.The orthometric height was scaled from a topographic map.
 BW2477
 BW2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2477
 BW2477.The geoid height was determined by GEOID03.
 BW2477
 BW2477;                    North         East     Units Scale Factor Converg.
 BW2477;SPC LA N     -   101,924.107 1,087,481.019   MT  0.99995283   +0 29 11.2
 BW2477;SPC LA N     -   334,396.01  3,567,843.98   sFT  0.99995283   +0 29 11.2
 BW2477;SPC MS W     -   213,060.265   581,465.463   MT  1.00012324   -0 38 59.5
 BW2477;SPC MS W     -   699,015.22  1,907,691.27   sFT  1.00012324   -0 38 59.5
 BW2477;UTM  15      - 3,476,569.140   634,982.164   MT  0.99982473   +0 44 25.1
 BW2477
 BW2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2477!SPC LA N     -   1.00000181  x   0.99995283  =   0.99995464
 BW2477!SPC MS W     -   1.00000181  x   1.00012324  =   1.00012505
 BW2477!UTM  15      -   1.00000181  x   0.99982473  =   0.99982654
 BW2477
 BW2477                          SUPERSEDED SURVEY CONTROL
 BW2477
 BW2477  NAD 83(1992)-  31 24 57.30396(N)    091 34 47.77486(W) AD(       ) 2
 BW2477  NAD 83(1986)-  31 24 57.30393(N)    091 34 47.77161(W) AD(       ) 2
 BW2477  NAD 27      -  31 24 56.69284(N)    091 34 47.33592(W) AD(       ) 2
 BW2477
 BW2477.Superseded values are not recommended for survey control.
 BW2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2477.See file dsdata.txt to determine how the superseded data were derived.
 BW2477
 BW2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3498276569(NAD 83)
 BW2477_MARKER: P = PIPE CAP
 BW2477_SETTING: 0 = UNSPECIFIED SETTING
 BW2477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2477
 BW2477  HISTORY     - Date     Condition        Report By
 BW2477  HISTORY     - 1929     MONUMENTED       MRC
 BW2477  HISTORY     - 1934     GOOD             USE
 BW2477  HISTORY     - 1961     MARK NOT FOUND   USE
 BW2477
 BW2477                          STATION DESCRIPTION
 BW2477
 BW2477'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 BW2477'STATION IS ABOUT 18 MILES BY LEVEE ROAD S OF VIDALIA, AT
 BW2477'FOOT OF LEVEE IN DEER PARK (A PLANTATION STORE), 275 FEET
 BW2477'W OF CROWN OF LEVEE, 29 FEET N OF CENTER LINE OF E-AND-W
 BW2477'ROAD CROSSING LEVEE AND 2 FEET S OF FENCE LINE.
 BW2477'
 BW2477'STATION IS MARKED BY STANDARD MARK OF MISSISSIPPI RIVER
 BW2477'COMMISSION BRASS CAP ON STEEL PIPE ABOVE, AND COPPER BOLT IN
 BW2477'TILE BELOW.
 BW2477
 BW2477                          STATION RECOVERY (1934)
 BW2477
 BW2477'RECOVERY NOTE BY US ENGINEERS 1934
 BW2477'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 BW2477'
 BW2477'THIS MARK WILL BE PARTIALLY COVERED BY RIVERSIDE BERME OF
 BW2477'LEVEE NOW BEING BUILT.  MARK WILL BE LEFT INTACT, WITH CAP
 BW2477'EXPOSED IN THE LEVEE BERME.
 BW2477
 BW2477                          STATION RECOVERY (1961)
 BW2477
 BW2477'RECOVERY NOTE BY US ENGINEERS 1961
 BW2477'STATION NOT LOCATED.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1184 ***********************************************************************
 BW1184  DESIGNATION -  DEER PARK RM 1
 BW1184  PID         -  BW1184
 BW1184  STATE/COUNTY-  LA/CONCORDIA
 BW1184  USGS QUAD   -  DEER PARK (1983)
 BW1184
 BW1184                         *CURRENT SURVEY CONTROL
 BW1184  ___________________________________________________________________
 BW1184* NAD 83(1986)-  31 25 00.     (N)    091 34 48.     (W)     SCALED    
 BW1184* NAVD 88     -        16.48   (+/-2cm)      54.1    (feet)  VERTCON   
 BW1184  ___________________________________________________________________
 BW1184  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BW1184
 BW1184  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1184
 BW1184.The horizontal coordinates were scaled from a topographic map and have
 BW1184.an estimated accuracy of +/- 6 seconds.
 BW1184
 BW1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1184.The vertical order pertains to the NGVD 29 superseded value.
 BW1184
 BW1184.The geoid height was determined by GEOID03.
 BW1184
 BW1184;                    North         East    Units  Estimated Accuracy
 BW1184;SPC LA N     -   102,010.    1,087,470.      MT  (+/- 180 meters Scaled)
 BW1184
 BW1184                          SUPERSEDED SURVEY CONTROL
 BW1184
 BW1184  NGVD 29 (??/??/92)   16.47   (m)           54.0    (f) COMPUTED    1 2
 BW1184
 BW1184.Superseded values are not recommended for survey control.
 BW1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1184.See file dsdata.txt to determine how the superseded data were derived.
 BW1184
 BW1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ349766(NAD 83)
 BW1184_MARKER: DR = REFERENCE MARK DISK
 BW1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1184_STAMPING: DEER PARK NO 1 1929
 BW1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1184+STABILITY: SURFACE MOTION
 BW1184
 BW1184  HISTORY     - Date     Condition        Report By
 BW1184  HISTORY     - 1929     MONUMENTED       CGS
 BW1184  HISTORY     - 1966     GOOD             NGS
 BW1184  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1184
 BW1184                          STATION DESCRIPTION
 BW1184
 BW1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1184'15.65 MI SW FROM VIDALIA.
 BW1184'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1184'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1184'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, IN SECTION 57, T 5
 BW1184'N, R 9 E, 200 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65
 BW1184'FEET SOUTHWEST OF AND ACROSS A DRIVEWAY LEADING NORTHWEST FROM A SET
 BW1184'OF FARM BUILDINGS ON THE BOB GRIMM ESTATE, 85 FEET WEST OF AND ACCROSS
 BW1184'THE DRIVEWAY FROM A POWER POLE BRACED BY A GUY WIRE, 39 FEET SOUTHWEST
 BW1184'OF THE CENTER LINE OF THE DRIVEWAY, 31 FEET SOUTHEAST OF THE CENTER
 BW1184'LINE OF AN ABANDONED RAILROAD GRADE, 22 FEET SOUTHWEST OF A FENCE,
 BW1184'ABOUT 25 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BW1184'CONCRETE POST PROJECTING 2 INCHES.
 BW1184
 BW1184                          STATION RECOVERY (1979)
 BW1184
 BW1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1184'NOT RECOVERED-OLD RAILROAD GRADE IS GONE-CONSTRUCTION DONE DOWN
 BW1184'THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3058 ***********************************************************************
 CP3058  DESIGNATION -  DEERE
 CP3058  PID         -  CP3058
 CP3058  STATE/COUNTY-  LA/RICHLAND
 CP3058  USGS QUAD   -  MANGHAM (1982)
 CP3058
 CP3058                         *CURRENT SURVEY CONTROL
 CP3058  ___________________________________________________________________
 CP3058* NAD 83(1992)-  32 22 22.85227(N)    091 46 17.36284(W)     ADJUSTED  
 CP3058* NAVD 88     -        23.1    (meters)      76.     (feet)  VERTCON   
 CP3058  ___________________________________________________________________
 CP3058  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CP3058  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP3058
 CP3058  HORZ ORDER  -  FIRST
 CP3058
 CP3058.The horizontal coordinates were established by classical geodetic methods
 CP3058.and adjusted by the National Geodetic Survey in January 1993..
 CP3058
 CP3058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3058
 CP3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3058
 CP3058.The geoid height was determined by GEOID03.
 CP3058
 CP3058;                    North         East     Units Scale Factor Converg.
 CP3058;SPC LA N     -   207,903.461 1,068,554.873   MT  0.99994621   +0 23 06.6
 CP3058;SPC LA N     -   682,096.60  3,505,750.45   sFT  0.99994621   +0 23 06.6
 CP3058;UTM  15      - 3,582,446.222   615,570.932   MT  0.99976471   +0 39 28.3
 CP3058
 CP3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3058!SPC LA N     -   1.00000047  x   0.99994621  =   0.99994668
 CP3058!UTM  15      -   1.00000047  x   0.99976471  =   0.99976518
 CP3058
 CP3058:                Primary Azimuth Mark                     Grid Az
 CP3058:SPC LA N     -  RAYVILLE MUNICIPAL TANK                  006 44 09.9
 CP3058:UTM  15      -  RAYVILLE MUNICIPAL TANK                  006 27 48.2
 CP3058
 CP3058|---------------------------------------------------------------------|
 CP3058| PID    Reference Object                     Distance      Geod. Az  |
 CP3058|                                                           dddmmss.s |
 CP3058| CP3042 RAYVILLE MUNICIPAL TANK             APPROX.11.8 KM 0070716.5 |
 CP3058| CP3039 RAYVILLE COMPRESS CO STACK          APPROX.11.6 KM 0082011.5 |
 CP3058| CY4237 DEERE RM 1                                         01859     |
 CP3058| CY4239 DEERE RM 3                           56.050 METERS 04536     |
 CP3058| CP2968 MIXON                               APPROX.14.1 KM 0864522.0 |
 CP3058| CP3015 BASKIN GAS CO MICROWV KKE 69        APPROX.14.5 KM 1664659.0 |
 CP3058| CP3061 MANGHAM MUNICIPAL TANK              APPROX. 6.8 KM 1855855.0 |
 CP3058| CY4238 DEERE RM 2                           38.460 METERS 20427     |
 CP3058| CP3063 MANGHAM ATT MICROWAVE KGP 66        APPROX.11.3 KM 2342027.8 |
 CP3058|---------------------------------------------------------------------|
 CP3058
 CP3058                          SUPERSEDED SURVEY CONTROL
 CP3058
 CP3058  NAD 83(1986)-  32 22 22.86502(N)    091 46 17.35474(W) AD(       ) 1
 CP3058  NAD 27      -  32 22 22.34154(N)    091 46 16.90115(W) AD(       ) 1
 CP3058  NGVD 29 (07/19/86)   23.1    (m)           76.     (f) VERT ANG       
 CP3058
 CP3058.Superseded values are not recommended for survey control.
 CP3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3058.See file dsdata.txt to determine how the superseded data were derived.
 CP3058
 CP3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1557182446(NAD 83)
 CP3058_MARKER: DS = TRIANGULATION STATION DISK
 CP3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3058
 CP3058  HISTORY     - Date     Condition        Report By
 CP3058  HISTORY     - 1931     MONUMENTED       CGS
 CP3058  HISTORY     - 1936     GOOD             LAGS
 CP3058  HISTORY     - 1971     GOOD             NGS
 CP3058
 CP3058                          STATION DESCRIPTION
 CP3058
 CP3058'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CP3058'STATION IS ABOUT 7 MILES S OF RAYVILLE AND 1.6 MILES N OF
 CP3058'ARCHIBALD, ON LAND OWNED AND OCCUPIED BY W.T. DEERE, IN A
 CP3058'BARN LOT ABOUT 50 METERS (164 FEET) W OF ROUTE 15, 8 METERS
 CP3058'(26 FEET) S OF SW CORNER OF SMALL ORCHARD, ABOUT 50 METERS
 CP3058'(164 FEET) E OF N OF DEERES HOUSE, 8 METERS (26 FEET) E OF
 CP3058'BARN, AND 1 FOOT W OF FENCE LINE BETWEEN BARN LOT AND ORCHARD.
 CP3058'
 CP3058'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP3058'DISKS SET IN CONCRETE.
 CP3058'
 CP3058'REFERENCE MARK NO. 1 IS 1 FOOT W AND 8 FEET S OF WIRE FENCE
 CP3058'CORNER, 12 METERS (39 FEET) W OF CENTER LINE OF ROUTE 15,
 CP3058'ABOUT 150 METERS (492 FEET) E OF NEGRO HOUSE IN FIELD, AND
 CP3058'280 PACES FROM STATION IN AZIMUTH 198 DEG 59 MIN 41 SEC.
 CP3058'
 CP3058'REFERENCE MARK NO. 2 IS 1 FOOT N AND 1 FOOT E OF WIRE FENCE
 CP3058'CORNER, 1 FOOT N OF CHICKEN HOUSE, ABOUT 8 METERS (26 FEET) NW OF
 CP3058'HOUSE, AND 38.46 METERS (126.2 FEET) FROM STATION IN AZIMUTH
 CP3058'24 DEG 26 MIN.
 CP3058
 CP3058                          STATION RECOVERY (1936)
 CP3058
 CP3058'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP3058'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION CORRECT.
 CP3058
 CP3058                          STATION RECOVERY (1971)
 CP3058
 CP3058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3058'MEASUREMENT THROUGH TALL BUSH AND AROUND CORNER OF HOUSE, WAS
 CP3058'MADE BETWEEN RM 2-RM 3.  DISTANCE BEING 306.04 (93.281)
 CP3058'
 CP3058'STATION MARK AND REFERENCE MARKS NUMBER 1 AND 2 WERE
 CP3058'RECOVERED.  DISTANCE AND DIRECTION TO REFERENCE MARK NUMBER
 CP3058'2 FOUND CORRECT.  THE DIRECTION WAS CORRECT TO REFERENCE MARK
 CP3058'1, THERE WAS NO PREVIOUS TAPED DISTANCE AND IT WASNT MEASURED
 CP3058'AT THIS TIME, DUE TO CULTIVATED FIELD.  A NEW HOUSE HAS BEEN
 CP3058'ERECTED NEAR THE STATION.
 CP3058'
 CP3058'REFERENCE MARK NUMBER 3 WAS ESTABLISHED AT THIS TIME.
 CP3058'
 CP3058'DUE TO CHANGES NEAR THE STATION SITE.  A COMPLETE NEW
 CP3058'DESCRIPTION FOLLOWS.
 CP3058'
 CP3058'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF RAYVILLE, 4-1/2
 CP3058'MILES NORTH OF MANGHAM, 5 MILES EAST-NORTHEAST OF ALTO AND 1-1/2
 CP3058'MILES NORTH OF ARCHIBALD.  IT IS IN THE NORTHEAST 1/4 OF SECTION
 CP3058'17, T 16 N, R 7 E, AND ON LAND OWNED BY MR. W.T. DEERE, ROUTE 1,
 CP3058'RAYVILLE, LOUISIANA 71269.
 CP3058'
 CP3058'TO REACH THE STATION FROM THE SOUTH EXIT OF INTERSTATE
 CP3058'HIGHWAY 20 AT STATE HIGHWAY 137, ABOUT 1 MILE SOUTH OF
 CP3058'RAYVILLE, GO SOUTH ON STATE HIGHWAY 137 FOR 5.6 MILES TO A
 CP3058'DRIVEWAY ON THE RIGHT.  REFERENCE MARK 1, ON THE RIGHT WEST
 CP3058'SIDE OF HIGHWAY AND NORTH OF DRIVEWAY AS DESCRIBED.  CONTINUE
 CP3058'SOUTH ON STATE HIGHWAY 137 FOR 0.15 MILE TO STATION ON THE
 CP3058'RIGHT, WEST SIDE OF HIGHWAY AS DESCRIBED.
 CP3058'
 CP3058'STATION MARKS ARE STANDARD DISKS STAMPED DEERE 1931.  THE
 CP3058'SURFACE DISK IS SET IN THE TOP OF A LARGE SQUARE OF CONCRETE
 CP3058'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 CP3058'GROUND.  IT IS 118 FEET WEST OF THE CENTERLINE OF STATE
 CP3058'HIGHWAY 137, 87 FEET NORTH OF THE NORTHEAST CORNER OF HOUSE,
 CP3058'67 FEET EAST OF THE NORTHEAST CORNER OF BARN AND 11 FEET WEST
 CP3058'OF A 9 INCH RED BUD TREE.  THE UNDERGROUND MARK IS SET IN THE
 CP3058'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CP3058'GROUND SURFACE.
 CP3058'
 CP3058'REFERENCE MARK 1, A STANDARD DISK STAMPED DEERE NO 1 1931, IS
 CP3058'SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT IS SET
 CP3058'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 40.5
 CP3058'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 137, 18 FEET
 CP3058'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED, 14
 CP3058'FEET NORTH OF THE APPROXIMATE CENTER OF DRIVEWAY, 12 FEET
 CP3058'SOUTHEAST OF A GAS METER AND 3 FEET NORTH OF DITCH.
 CP3058'
 CP3058'REFERENCE MARK 2, A STANDARD DISK STAMPED DEERE NO 2 1931,
 CP3058'IS SET IN THE TOP 18X18 INCH CONCRETE MONUMENT THAT PROJECTS
 CP3058'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET SOUTH-SOUTHWEST
 CP3058'OF THE NORTHWEST CORNER OF HOUSE, 23 FEET NORTHWEST OF THE
 CP3058'SOUTHWEST CORNER OF HOUSE.
 CP3058'
 CP3058'REFERENCE MARK 3, A STANDARD DISK STAMPED DEERE NO 3 1931
 CP3058'1971, IS CEMENTED IN DRILL HOLE IN THE HEADWALL OF BOX
 CP3058'CULVERT.  IT IS 29 FEET SOUTHEAST OF GUM TREE, 19.7 FEET WEST
 CP3058'OF THE CENTERLINE OF STATE HIGHWAY 137, 2.95 FEET SOUTH OF
 CP3058'THE NORTH END OF HEADWALL OF CULVERT AND 0.55 FEET NORTH
 CP3058'OF THE SOUTH END OF CULVERT.
 CP3058'
 CP3058'HEIGHT OF LIGHT ABOVE STATION MARK 126.7 FEET.
 CP3058'
 CP3058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3058'ABOUT 1-1/2 MILES NORTH OF ARCHIBALD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3399 ***********************************************************************
 BJ3399  DESIGNATION -  DEERFORD
 BJ3399  PID         -  BJ3399
 BJ3399  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3399  USGS QUAD   -  FRED (1980)
 BJ3399
 BJ3399                         *CURRENT SURVEY CONTROL
 BJ3399  ___________________________________________________________________
 BJ3399* NAD 83(1986)-  30 38 50.     (N)    091 03 57.     (W)     SCALED    
 BJ3399* NAVD 88     -        31.017  (meters)     101.76   (feet)  ADJUSTED  
 BJ3399  ___________________________________________________________________
 BJ3399  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3399  DYNAMIC HT  -          30.976 (meters)     101.63  (feet)  COMP
 BJ3399  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ3399
 BJ3399  VERT ORDER  -  SECOND    CLASS I
 BJ3399
 BJ3399.The horizontal coordinates were scaled from a topographic map and have
 BJ3399.an estimated accuracy of +/- 6 seconds.
 BJ3399
 BJ3399.The orthometric height was determined by differential leveling
 BJ3399.and adjusted by the National Geodetic Survey in February 1994..
 BJ3399
 BJ3399.The geoid height was determined by GEOID03.
 BJ3399
 BJ3399.The dynamic height is computed by dividing the NAVD 88
 BJ3399.geopotential number by the normal gravity value computed on the
 BJ3399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3399.degrees latitude (g = 980.6199 gals.).
 BJ3399
 BJ3399.The modeled gravity was interpolated from observed gravity values.
 BJ3399
 BJ3399;                    North         East    Units  Estimated Accuracy
 BJ3399;SPC LA S     -   238,040.    1,025,640.      MT  (+/- 180 meters Scaled)
 BJ3399
 BJ3399                          SUPERSEDED SURVEY CONTROL
 BJ3399
 BJ3399.No superseded survey control is available for this station.
 BJ3399
 BJ3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP853921(NAD 83)
 BJ3399_MARKER: DS = TRIANGULATION STATION DISK
 BJ3399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3399_SP_SET: CONCRETE POST
 BJ3399_STAMPING: DEERFORD 1970
 BJ3399_MARK LOGO: NGS   
 BJ3399_PROJECTION: RECESSED 61 CENTIMETERS
 BJ3399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3399+STABILITY: SURFACE MOTION
 BJ3399
 BJ3399  HISTORY     - Date     Condition        Report By
 BJ3399  HISTORY     - 1970     MONUMENTED       NGS
 BJ3399  HISTORY     - 1983     GOOD             LADTD
 BJ3399
 BJ3399                          STATION DESCRIPTION
 BJ3399
 BJ3399'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3399'8.4 KM (5.2 MI) EAST FROM ZACHARY.
 BJ3399'ABOUT 4 KM (2.5 MILES) EAST ON STATE HIGHWAY 64 FROM THE JUNCTION WITH
 BJ3399'STATE HIGHWAY 67 EAST OF ZACHARY TO A PAVED ROAD ON THE LEFT JUST PAST
 BJ3399'STATE HIGHWAY 410 ON THE RIGHT, THENCE NORTH AND EAST ON PAVED ROAD
 BJ3399'FOR ABOUT 0.8 KM (0.5 MILE) TO MILLDALE ROAD ON THE LEFT, THENCE NORTH
 BJ3399'ON MILLDALE ROAD FOR ABOUT 0.4 KM (0.25 MILE) TO BLACK ROAD ON THE
 BJ3399'LEFT, THENCE WEST AND NORTH ON BLACK ROAD FOR ABOUT 0.6 KM (0.4 MILE)
 BJ3399'TO THE BENCH MARK ON THE RIGHT SET IN THE YARD OF A BRICK HOUSE OWNED
 BJ3399'BY ALTON T. MILLICAN, 37.8 METERS (124 FEET) WEST-NORTHWEST OF A
 BJ3399'40-INCH OAK TREE, 9.6 METERS (31.5 FEET) EAST OF THE CENTER OF BLACK
 BJ3399'ROAD 6.4 METERS (21 FEET) SOUTH-SOUTHWEST OF A 12-INCH CEDAR TREE.
 BJ3399'THE MARK IS 5.94 METERS  E FROM A WITNESS POST.
 BJ3399'THE MARK IS 0.61 M ABOVE BLACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4725 ***********************************************************************
 BJ4725  DESIGNATION -  DEERFORD
 BJ4725  PID         -  BJ4725
 BJ4725  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4725  USGS QUAD   -  FRED (1980)
 BJ4725
 BJ4725                         *CURRENT SURVEY CONTROL
 BJ4725  ___________________________________________________________________
 BJ4725* NAD 83(1992)-  30 38 49.24677(N)    091 03 56.89845(W)     ADJUSTED  
 BJ4725* NAVD 88     -        31.08   (+/-2cm)     102.0    (feet)  VERTCON   
 BJ4725  ___________________________________________________________________
 BJ4725  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4725  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4725
 BJ4725  HORZ ORDER  -  FIRST
 BJ4725  VERT ORDER  -  THIRD ? (See Below)
 BJ4725
 BJ4725.The horizontal coordinates were established by classical geodetic methods
 BJ4725.and adjusted by the National Geodetic Survey in January 1993..
 BJ4725
 BJ4725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4725.The vertical order pertains to the NGVD 29 superseded value.
 BJ4725
 BJ4725.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4725
 BJ4725.The geoid height was determined by GEOID03.
 BJ4725
 BJ4725;                    North         East     Units Scale Factor Converg.
 BJ4725;SPC LA S     -   238,019.048 1,025,643.412   MT  0.99998916   +0 08 01.6
 BJ4725;SPC LA S     -   780,900.83  3,364,965.09   sFT  0.99998916   +0 08 01.6
 BJ4725;UTM  15      - 3,392,078.260   685,343.656   MT  1.00002379   +0 59 10.4
 BJ4725
 BJ4725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4725!SPC LA S     -   0.99999940  x   0.99998916  =   0.99998856
 BJ4725!UTM  15      -   0.99999940  x   1.00002379  =   1.00002319
 BJ4725
 BJ4725:                Primary Azimuth Mark                     Grid Az
 BJ4725:SPC LA S     -  DEERFORD AZ MK                           089 22 30.6
 BJ4725:UTM  15      -  DEERFORD AZ MK                           088 31 21.8
 BJ4725
 BJ4725|---------------------------------------------------------------------|
 BJ4725| PID    Reference Object                     Distance      Geod. Az  |
 BJ4725|                                                           dddmmss.s |
 BJ4725| BJ3397 DEERFORD AZ MK                                     0893032.2 |
 BJ4725| BJ3398 DEERFORD RM 3                        36.357 METERS 18529     |
 BJ4725| CW1270 DEERFORD RM 1                        25.262 METERS 19038     |
 BJ4725| BJ4727 ZACHARY FLA GAS TRANS RAD MAST      APPROX. 5.1 KM 2532055.3 |
 BJ4725| BJ3400 DEERFORD RM 2                        38.737 METERS 34025     |
 BJ4725| BJ4726 LEMON                               APPROX. 6.6 KM 3461005.2 |
 BJ4725|---------------------------------------------------------------------|
 BJ4725
 BJ4725                          SUPERSEDED SURVEY CONTROL
 BJ4725
 BJ4725  NAD 83(1986)-  30 38 49.26443(N)    091 03 56.89532(W) AD(       ) 1
 BJ4725  NAD 27      -  30 38 48.59740(N)    091 03 56.51708(W) AD(       ) 1
 BJ4725  NGVD 29 (11/02/92)   31.08   (m)          102.0    (f) LEVELING    3  
 BJ4725
 BJ4725.Superseded values are not recommended for survey control.
 BJ4725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4725.See file dsdata.txt to determine how the superseded data were derived.
 BJ4725
 BJ4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8534492078(NAD 83)
 BJ4725_MARKER: DS = TRIANGULATION STATION DISK
 BJ4725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4725
 BJ4725  HISTORY     - Date     Condition        Report By
 BJ4725  HISTORY     - 1970     MONUMENTED       NGS
 BJ4725
 BJ4725                          STATION DESCRIPTION
 BJ4725
 BJ4725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4725'DUE TO BRUSH GROWTH NO MEASUREMENT BETWEEN THE REFERENCE MARKS.
 BJ4725'
 BJ4725'THE STATION IS LOCATED ABOUT 5-1/4 MILES EAST OF ZACHARY AND 1/2 MILE
 BJ4725'NORTH OF THE SMALL COMMUNITY OF DEERFORD, NEAR THE NORTH CENTRAL
 BJ4725'EDGE OF SECTION 1, T 5 S, R 1 E, ON PROPERTY OWNED BY MR. ALTON T.
 BJ4725'MILLICAN WHO LIVES IN DEERFORD, LOUISIANA, PHONE NUMBER 654-5209.
 BJ4725'
 BJ4725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67 AND 64 AT
 BJ4725'THE SMALL COMMUNITY OF FRED, OR 3.0 MILES EAST OF ZACHARY, GO EAST
 BJ4725'ON HIGHWAY 64 FOR 1.0 MILE TO A T-JUNCTION.  TURN RIGHT AND CONTINUE
 BJ4725'SOUTH AND EAST ON HIGHWAY 64 FOR 1.4 MILES TO STATE HIGHWAY 410
 BJ4725'ON THE RIGHT.  CONTINUE EAST ON HIGHWAY 64 FOR 0.25 MILE TO A FORK AT
 BJ4725'BUILDING OF GAS UTILITY DISTRICT NUMBER ONE.  TAKE THE LEFT
 BJ4725'FORK AND GO NORTH AND EAST FOR 0.45 MILE TO MILLDALE ROAD ON THE
 BJ4725'LEFT.  TURN LEFT AND GO NORTH ON MILLDALE ROAD FOR 0.25 MILE TO
 BJ4725'BLACK ROAD ON THE LEFT.  (CONTINUE NORTH ON MILLDALE ROAD FOR 0.15
 BJ4725'MILE TO A METAL GATE AND THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT
 BJ4725'AND GO WEST AND NORTH ON BLACK ROAD, GRAVELED, FOR 0.25 MILE TO A
 BJ4725'WIRE GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO NORTH ALONG
 BJ4725'THE FENCE LINE FOR 0.1 MILE TO THE STATION NEAR THE HIGHEST PART OF
 BJ4725'THE HILL.
 BJ4725'
 BJ4725'THE STATION MARK IS A STANDARD DISK STAMPED DEERFORD 1970, SET IN A
 BJ4725'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 24-INCHES BELOW THE
 BJ4725'SURFACE OF THE GROUND.  IT IS 124 FEET WEST-NORTHWEST OF A 40-INCH
 BJ4725'OAK TREE, 31.5 FEET EAST OF THE CENTER OF BLACK ROAD, 21 FEET
 BJ4725'SOUTH-SOUTHWEST OF A 12-INCH CEDAR TREE AND 19.5 FEET EAST OF A
 BJ4725'METAL WITNESS POST IN FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN
 BJ4725'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 BJ4725'GROUND.
 BJ4725'
 BJ4725'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DEERFORD NO 1 1970, SET
 BJ4725'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ4725'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 16 FEET NORTHWEST
 BJ4725'OF AN 18-INCH OAK TREE, 14.5 FEET EAST OF THE CENTER OF BLACK ROAD
 BJ4725'AND 3 FEET EAST OF THE FENCE LINE.
 BJ4725'
 BJ4725'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DEERFORD NO 2 1970, SET
 BJ4725'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 BJ4725'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 58 FEET
 BJ4725'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING,
 BJ4725'12 FEET WEST OF THE CENTER OF BLACK ROAD AND 3 FEET EAST OF A FENCE
 BJ4725'LINE.
 BJ4725'
 BJ4725'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEERFORD 1970, SET IN THE
 BJ4725'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ4725'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43 FEET EAST OF THE
 BJ4725'CENTER OF MILLDALE ROAD, 15 FEET SOUTH OF THE CENTER OF THE METAL
 BJ4725'GATE, 2 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 BJ4725'FENCE LINE.
 BJ4725'
 BJ4725'HEIGHT OF LIGHT ABOVE STATION MARK 34.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3397 ***********************************************************************
 BJ3397  DESIGNATION -  DEERFORD AZ MK
 BJ3397  PID         -  BJ3397
 BJ3397  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3397  USGS QUAD   -  FRED (1980)
 BJ3397
 BJ3397                         *CURRENT SURVEY CONTROL
 BJ3397  ___________________________________________________________________
 BJ3397* NAD 83(1986)-  30 38 46.     (N)    091 03 40.     (W)     SCALED    
 BJ3397* NAVD 88     -        29.111  (meters)      95.51   (feet)  ADJUSTED  
 BJ3397  ___________________________________________________________________
 BJ3397  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3397  DYNAMIC HT  -          29.073 (meters)      95.38  (feet)  COMP
 BJ3397  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BJ3397
 BJ3397  VERT ORDER  -  SECOND    CLASS I
 BJ3397
 BJ3397.The horizontal coordinates were scaled from a topographic map and have
 BJ3397.an estimated accuracy of +/- 6 seconds.
 BJ3397
 BJ3397.The orthometric height was determined by differential leveling
 BJ3397.and adjusted by the National Geodetic Survey in February 1994..
 BJ3397
 BJ3397.The geoid height was determined by GEOID03.
 BJ3397
 BJ3397.The dynamic height is computed by dividing the NAVD 88
 BJ3397.geopotential number by the normal gravity value computed on the
 BJ3397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3397.degrees latitude (g = 980.6199 gals.).
 BJ3397
 BJ3397.The modeled gravity was interpolated from observed gravity values.
 BJ3397
 BJ3397;                    North         East    Units  Estimated Accuracy
 BJ3397;SPC LA S     -   237,920.    1,026,090.      MT  (+/- 180 meters Scaled)
 BJ3397
 BJ3397                          SUPERSEDED SURVEY CONTROL
 BJ3397
 BJ3397.No superseded survey control is available for this station.
 BJ3397
 BJ3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP857919(NAD 83)
 BJ3397_MARKER: DZ = AZIMUTH MARK DISK
 BJ3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3397_SP_SET: CONCRETE POST
 BJ3397_STAMPING: DEERFORD 1970
 BJ3397_MARK LOGO: NGS   
 BJ3397_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3397+STABILITY: SURFACE MOTION
 BJ3397
 BJ3397  HISTORY     - Date     Condition        Report By
 BJ3397  HISTORY     - 1970     MONUMENTED       NGS
 BJ3397  HISTORY     - 1983     GOOD             LADTD
 BJ3397
 BJ3397                          STATION DESCRIPTION
 BJ3397
 BJ3397'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3397'8.4 KM (5.2 MI) EAST FROM ZACHARY.
 BJ3397'ABOUT 4 KM (2.5 MILES) EAST ON STATE HIGHWAY 64 FROM THE JUNCTION WITH
 BJ3397'STATE HIGHWAY 67 EAST OF ZACHARY TO A PAVED ROAD ON THE LEFT JUST PAST
 BJ3397'STATE HIGHWAY 410 ON THE RIGHT, THENCE NORTH AND EAST ON PAVED ROAD
 BJ3397'FOR ABOUT 0.8 KM (0.5 MILE) TO MILLDALE ROAD ON THE LEFT, THENCE NORTH
 BJ3397'ON MILLDALE ROAD FOR ABOUT 0.6 KM (0.4 MILE) TO THE BENCH MARK ON THE
 BJ3397'RIGHT AT A METAL GATE, 13.1 METERS (43 FEET) EAST OF THE CENTER OF
 BJ3397'MILLDALE ROAD, 4.6 METERS (15 FEET) SOUTH OF THE CENTER OF METAL GATE,
 BJ3397'0.3 METER (1 FOOT) WEST OF A FENCE.
 BJ3397'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3397'THE MARK IS 0.30 M ABOVE MILLDALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3400 ***********************************************************************
 BJ3400  DESIGNATION -  DEERFORD RM 2
 BJ3400  PID         -  BJ3400
 BJ3400  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3400  USGS QUAD   -  FRED (1980)
 BJ3400
 BJ3400                         *CURRENT SURVEY CONTROL
 BJ3400  ___________________________________________________________________
 BJ3400* NAD 83(1992)-  30 38 50.43190(N)    091 03 57.38606(W)     ADJUSTED  
 BJ3400* NAVD 88     -        31.206  (meters)     102.38   (feet)  ADJUSTED  
 BJ3400  ___________________________________________________________________
 BJ3400  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ3400  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3400  DYNAMIC HT  -          31.165 (meters)     102.25  (feet)  COMP
 BJ3400  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ3400
 BJ3400  HORZ ORDER  -  THIRD
 BJ3400  VERT ORDER  -  SECOND    CLASS I
 BJ3400
 BJ3400.The horizontal coordinates were established by classical geodetic methods
 BJ3400.and adjusted by the National Geodetic Survey in January 1993..
 BJ3400.No horizontal observational check was made to the station.
 BJ3400
 BJ3400.The orthometric height was determined by differential leveling
 BJ3400.and adjusted by the National Geodetic Survey in February 1994..
 BJ3400
 BJ3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3400
 BJ3400.The geoid height was determined by GEOID03.
 BJ3400
 BJ3400.The dynamic height is computed by dividing the NAVD 88
 BJ3400.geopotential number by the normal gravity value computed on the
 BJ3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3400.degrees latitude (g = 980.6199 gals.).
 BJ3400
 BJ3400.The modeled gravity was interpolated from observed gravity values.
 BJ3400
 BJ3400;                    North         East     Units Scale Factor Converg.
 BJ3400;SPC LA S     -   238,055.514 1,025,630.344   MT  0.99998922   +0 08 01.3
 BJ3400;SPC LA S     -   781,020.47  3,364,922.22   sFT  0.99998922   +0 08 01.3
 BJ3400;UTM  15      - 3,392,114.529   685,330.046   MT  1.00002372   +0 59 10.2
 BJ3400
 BJ3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3400!SPC LA S     -   0.99999938  x   0.99998922  =   0.99998860
 BJ3400!UTM  15      -   0.99999938  x   1.00002372  =   1.00002310
 BJ3400
 BJ3400                          SUPERSEDED SURVEY CONTROL
 BJ3400
 BJ3400  NAD 83(1986)-  30 38 50.44965(N)    091 03 57.38296(W) AD(       ) 3
 BJ3400  NGVD 29 (11/02/92)   31.26   (m)          102.6    (f) LEVELING    3  
 BJ3400
 BJ3400.Superseded values are not recommended for survey control.
 BJ3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3400.See file dsdata.txt to determine how the superseded data were derived.
 BJ3400
 BJ3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8533092115(NAD 83)
 BJ3400_MARKER: DR = REFERENCE MARK DISK
 BJ3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3400_SP_SET: CONCRETE POST
 BJ3400_STAMPING: DEERFORD NO 2 1970
 BJ3400_MARK LOGO: NGS   
 BJ3400_PROJECTION: PROJECTING 13 CENTIMETERS
 BJ3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3400+STABILITY: SURFACE MOTION
 BJ3400
 BJ3400  HISTORY     - Date     Condition        Report By
 BJ3400  HISTORY     - 1970     MONUMENTED       NGS
 BJ3400  HISTORY     - 1983     GOOD             LADTD
 BJ3400
 BJ3400                          STATION DESCRIPTION
 BJ3400
 BJ3400'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3400'8.4 KM (5.2 MI) EAST FROM ZACHARY.
 BJ3400'ABOUT 4 KM (2.5 MILES) EAST ON STATE HIGHWAY 64 FROM THE JUNCTION WITH
 BJ3400'STATE HIGHWAY 67 EAST OF ZACHARY TO A PAVED ROAD ON THE LEFT JUST PAST
 BJ3400'STATE HIGHWAY 410 ON THE RIGHT, THENCE NORTH AND EAST ON PAVED ROAD
 BJ3400'FOR ABOUT 0.8 KM (0.5 MILE) TO MILLDALE ROAD ON THE LEFT, THENCE NORTH
 BJ3400'ON MILLDALE ROAD FOR ABOUT 0.4 KM (0.25 MILE) TO BLACK ROAD ON THE
 BJ3400'LEFT, THENCE WEST AND NORTH ON BLACK ROAD FOR ABOUT 0.6 KM (0.4 MILE)
 BJ3400'TO THE BENCH MARK ON THE LEFT NEAR A FENCE, 17.7 METERS (58 FEET)
 BJ3400'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING,
 BJ3400'7 METERS (26 FEET) SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 3.7
 BJ3400'METERS (12 FEET) WEST OF THE CENTER OF BLACK ROAD.
 BJ3400'THE MARK IS 0.91 METERS  E FROM  THE FENCE
 BJ3400'THE MARK IS 0.61 M ABOVE BLACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3398 ***********************************************************************
 BJ3398  DESIGNATION -  DEERFORD RM 3
 BJ3398  PID         -  BJ3398
 BJ3398  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3398  USGS QUAD   -  FRED (1980)
 BJ3398
 BJ3398                         *CURRENT SURVEY CONTROL
 BJ3398  ___________________________________________________________________
 BJ3398* NAD 83(1992)-  30 38 48.07159(N)    091 03 57.02905(W)     ADJUSTED  
 BJ3398* NAVD 88     -        29.933  (meters)      98.21   (feet)  ADJUSTED  
 BJ3398  ___________________________________________________________________
 BJ3398  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ3398  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3398  DYNAMIC HT  -          29.895 (meters)      98.08  (feet)  COMP
 BJ3398  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ3398
 BJ3398  HORZ ORDER  -  THIRD
 BJ3398  VERT ORDER  -  SECOND    CLASS I
 BJ3398
 BJ3398.The horizontal coordinates were established by classical geodetic methods
 BJ3398.and adjusted by the National Geodetic Survey in January 1993..
 BJ3398.No horizontal observational check was made to the station.
 BJ3398
 BJ3398.The orthometric height was determined by differential leveling
 BJ3398.and adjusted by the National Geodetic Survey in February 1994..
 BJ3398
 BJ3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3398
 BJ3398.The geoid height was determined by GEOID03.
 BJ3398
 BJ3398.The dynamic height is computed by dividing the NAVD 88
 BJ3398.geopotential number by the normal gravity value computed on the
 BJ3398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3398.degrees latitude (g = 980.6199 gals.).
 BJ3398
 BJ3398.The modeled gravity was interpolated from observed gravity values.
 BJ3398
 BJ3398;                    North         East     Units Scale Factor Converg.
 BJ3398;SPC LA S     -   237,982.850 1,025,640.019   MT  0.99998910   +0 08 01.5
 BJ3398;SPC LA S     -   780,782.07  3,364,953.96   sFT  0.99998910   +0 08 01.5
 BJ3398;UTM  15      - 3,392,042.015   685,340.802   MT  1.00002377   +0 59 10.3
 BJ3398
 BJ3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3398!SPC LA S     -   0.99999958  x   0.99998910  =   0.99998868
 BJ3398!UTM  15      -   0.99999958  x   1.00002377  =   1.00002335
 BJ3398
 BJ3398                          SUPERSEDED SURVEY CONTROL
 BJ3398
 BJ3398  NAD 83(1986)-  30 38 48.08925(N)    091 03 57.02592(W) AD(       ) 3
 BJ3398  NGVD 29 (11/02/92)   29.99   (m)           98.4    (f) LEVELING    3  
 BJ3398
 BJ3398.Superseded values are not recommended for survey control.
 BJ3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3398.See file dsdata.txt to determine how the superseded data were derived.
 BJ3398
 BJ3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8534192042(NAD 83)
 BJ3398_MARKER: DR = REFERENCE MARK DISK
 BJ3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3398_SP_SET: CONCRETE POST
 BJ3398_STAMPING: DEERFORD 1970 RM 3 1983
 BJ3398_MARK LOGO: NGS   
 BJ3398_PROJECTION: FLUSH
 BJ3398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3398+STABILITY: SURFACE MOTION
 BJ3398
 BJ3398  HISTORY     - Date     Condition        Report By
 BJ3398  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3398
 BJ3398                          STATION DESCRIPTION
 BJ3398
 BJ3398'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3398'8.4 KM (5.2 MI) EAST FROM ZACHARY.
 BJ3398'ABOUT 4 KM (2.5 MILES) EAST ON STATE HIGHWAY 64 FROM THE JUNCTION WITH
 BJ3398'STATE HIGHWAY 67 EAST OF ZACHARY TO A PAVED ROAD ON THE LEFT JUST PAST
 BJ3398'STATE HIGHWAY 410 ON THE RIGHT, THENCE NORTH AND EAST ON PAVED ROAD
 BJ3398'FOR ABOUT 0.8 KM (0.5 MILE) TO MILLDALE ROAD ON THE LEFT, THENCE NORTH
 BJ3398'ON MILLDALE ROAD FOR ABOUT 0.4 KM (0.25 MILE) TO BLACK ROAD ON THE
 BJ3398'LEFT, THENCE WEST AND NORTH ON BLACK ROAD FOR ABOUT 0.6 KM (0.4 MILE)
 BJ3398'TO THE BENCH MARK ON THE RIGHT SET IN THE YARD OF A BRICK HOUSE OWNED
 BJ3398'BY ALTON T. MILLICAN, 5.8 METERS (19 FEET) EAST OF THE CENTER OF BLACK
 BJ3398'ROAD, 5.2 METERS (17 FEET) NORTH OF THE CENTER OF CEMENT DRIVEWAY INTO
 BJ3398'HOUSE.
 BJ3398'THE MARK IS 2.44 METERS  SW FROM  THE OAK TREE
 BJ3398'THE MARK IS 0.30 M ABOVE BLACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0082 ***********************************************************************
 BJ0082  DESIGNATION -  DEFERN BOLT
 BJ0082  PID         -  BJ0082
 BJ0082  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0082  USGS QUAD   -  PORT HUDSON (1994)
 BJ0082
 BJ0082                         *CURRENT SURVEY CONTROL
 BJ0082  ___________________________________________________________________
 BJ0082* NAD 83(1986)-  30 37 51.     (N)    091 18 44.     (W)     SCALED    
 BJ0082* NAVD 88     -         9.634  (meters)      31.61   (feet)  ADJUSTED  
 BJ0082  ___________________________________________________________________
 BJ0082  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0082  DYNAMIC HT  -           9.622 (meters)      31.57  (feet)  COMP
 BJ0082  MODELED GRAV-     979,355.1   (mgal)                       NAVD 88
 BJ0082
 BJ0082  VERT ORDER  -  FIRST     CLASS I
 BJ0082
 BJ0082.The horizontal coordinates were scaled from a topographic map and have
 BJ0082.an estimated accuracy of +/- 6 seconds.
 BJ0082
 BJ0082.The orthometric height was determined by differential leveling
 BJ0082.and adjusted by the National Geodetic Survey in February 1994..
 BJ0082
 BJ0082.The geoid height was determined by GEOID03.
 BJ0082
 BJ0082.The dynamic height is computed by dividing the NAVD 88
 BJ0082.geopotential number by the normal gravity value computed on the
 BJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0082.degrees latitude (g = 980.6199 gals.).
 BJ0082
 BJ0082.The modeled gravity was interpolated from observed gravity values.
 BJ0082
 BJ0082;                    North         East    Units  Estimated Accuracy
 BJ0082;SPC LA S     -   236,200.    1,002,020.      MT  (+/- 180 meters Scaled)
 BJ0082
 BJ0082                          SUPERSEDED SURVEY CONTROL
 BJ0082
 BJ0082  NAVD 88 (06/15/91)    9.665  (m)           31.71   (f) UNKNOWN     1 1
 BJ0082  NGVD 29 (??/??/??)    9.623  (m)           31.57   (f) ADJUSTED    1 1
 BJ0082
 BJ0082.Superseded values are not recommended for survey control.
 BJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0082.See file dsdata.txt to determine how the superseded data were derived.
 BJ0082
 BJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP617899(NAD 83)
 BJ0082_MARKER: B = BOLT
 BJ0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0082_STAMPING: PBM DEFERN
 BJ0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0082
 BJ0082  HISTORY     - Date     Condition        Report By
 BJ0082  HISTORY     - UNK      MONUMENTED       DOD
 BJ0082  HISTORY     - 1964     GOOD             CGS
 BJ0082  HISTORY     - 1976     GOOD             NGS
 BJ0082
 BJ0082                          STATION DESCRIPTION
 BJ0082
 BJ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0082'7.95 MI NW FROM DEVALL.
 BJ0082'ABOUT 7.95 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0082'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.5 MILE SOUTHEAST OF THE WEST
 BJ0082'BATON ROUGE-POINTE COUPEE PARISH LINE, NEAR THE SOUTH END OF A CURVE
 BJ0082'AND 44 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 112 FEET
 BJ0082'SOUTHEAST OF A 36-INCH PECAN TREE, 10 FEET SOUTH OF THE CENTER OF A
 BJ0082'GATE ACROSS A TRACK ROAD, 2 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A
 BJ0082'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK ROAD, A
 BJ0082'COPPER BOLT SET IN CONCRETE ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BJ0082'GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH IRON PIPE BEARING A
 BJ0082'CAP WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND.
 BJ0082
 BJ0082                          STATION RECOVERY (1976)
 BJ0082
 BJ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0082'8.0 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0082'ELEMENTARY SCHOOL AT DEVALL, 0.5 MILE SOUTHEAST OF THE POINTE
 BJ0082'COUPEE-WEST BATON ROUGE PARISH LINE, ON INSIDE OF A LONG CURVE,
 BJ0082'AT JUNCTION OF FIELD END ROAD LEADING WEST, 44 FT WEST OF THE
 BJ0082'CENTER LINE OF THE HIGHWAY, 13 FT SOUTH OF THE CENTER LINE OF
 BJ0082'THE ROAD, 142 FT NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 BJ0082'ROAD LEADING EAST OVER WEST LEVEE OF MISSISSIPPI RIVER, 4 FT SOUTH-
 BJ0082'EAST OF THE END GATE, A COPPER BOLT IN CONCRETE 2.5 FT BELOW GROUND
 BJ0082'GROUND LEVEL ACCESS THROUGH 5-INCH IRON PIPE AND CAP PROJECTS 1.5 FT.
 BJ0082'PROJECTS 1.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1838 ***********************************************************************
 BJ1838  DESIGNATION -  DEFERN CAP
 BJ1838  PID         -  BJ1838
 BJ1838  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1838  USGS QUAD   -  PORT HUDSON (1994)
 BJ1838
 BJ1838                         *CURRENT SURVEY CONTROL
 BJ1838  ___________________________________________________________________
 BJ1838* NAD 83(1986)-  30 37 51.     (N)    091 18 44.     (W)     SCALED    
 BJ1838* NAVD 88     -        10.86   (+/-2cm)      35.6    (feet)  VERTCON   
 BJ1838  ___________________________________________________________________
 BJ1838  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ1838
 BJ1838  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1838
 BJ1838.The horizontal coordinates were scaled from a topographic map and have
 BJ1838.an estimated accuracy of +/- 6 seconds.
 BJ1838
 BJ1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1838.The vertical order pertains to the NGVD 29 superseded value.
 BJ1838
 BJ1838.The geoid height was determined by GEOID03.
 BJ1838
 BJ1838;                    North         East    Units  Estimated Accuracy
 BJ1838;SPC LA S     -   236,200.    1,002,020.      MT  (+/- 180 meters Scaled)
 BJ1838
 BJ1838                          SUPERSEDED SURVEY CONTROL
 BJ1838
 BJ1838  NGVD 29 (??/??/??)   10.853  (m)           35.61   (f) ADJUSTED    1 2
 BJ1838
 BJ1838.Superseded values are not recommended for survey control.
 BJ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1838.See file dsdata.txt to determine how the superseded data were derived.
 BJ1838
 BJ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP617899(NAD 83)
 BJ1838_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1838_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1838_STAMPING: PBM DEFERN
 BJ1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1838
 BJ1838  HISTORY     - Date     Condition        Report By
 BJ1838  HISTORY     - UNK      MONUMENTED       DOD
 BJ1838  HISTORY     - 1964     GOOD             CGS
 BJ1838
 BJ1838                          STATION DESCRIPTION
 BJ1838
 BJ1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1838'7.95 MI NW FROM DEVALL.
 BJ1838'ABOUT 7.95 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ1838'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.5 MILE SOUTHEAST OF THE WEST
 BJ1838'BATON ROUGE-POINTE COUPEE PARISH LINE, NEAR THE SOUTH END OF A CURVE
 BJ1838'AND 44 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 112 FEET
 BJ1838'SOUTHEAST OF A 36-INCH PECAN TREE, 10 FEET SOUTH OF THE CENTER OF A
 BJ1838'GATE ACROSS A TRACK ROAD, 2 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A
 BJ1838'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK ROAD, A
 BJ1838'5-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 1/2 FEET ABOVE THE
 BJ1838'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2878 ***********************************************************************
 AU2878  DESIGNATION -  DEJEAN
 AU2878  PID         -  AU2878
 AU2878  STATE/COUNTY-  LA/ST CHARLES
 AU2878  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2878
 AU2878                         *CURRENT SURVEY CONTROL
 AU2878  ___________________________________________________________________
 AU2878* NAD 83(1992)-  29 46 50.27757(N)    090 23 51.28384(W)     ADJUSTED  
 AU2878* NAVD 88     -         0.4  **(meters)       1.   **(feet)  VERTCON   
 AU2878  **This station is located in a subsidence area (see below).
 AU2878  ___________________________________________________________________
 AU2878  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2878  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AU2878
 AU2878  HORZ ORDER  -  FIRST
 AU2878
 AU2878.The horizontal coordinates were established by classical geodetic methods
 AU2878.and adjusted by the National Geodetic Survey in January 1993..
 AU2878
 AU2878 ** The orthometric height has not been validated since last determined
 AU2878 ** by differential leveling and should not be used for control purposes.
 AU2878 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2878 ** area with valid NAVD 88 orthometric heights.
 AU2878 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2878 ** epoch indicated which incorporates improved geoid heights for the
 AU2878 ** Southern Louisiana Subsidence area.
 AU2878 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2878
 AU2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2878
 AU2878.The geoid height was determined by GEOID03.
 AU2878
 AU2878;                    North         East     Units Scale Factor Converg.
 AU2878;SPC LA S     -   142,320.592 1,090,478.323   MT  0.99993309   +0 28 04.4
 AU2878;SPC LA S     -   466,930.14  3,577,677.63   sFT  0.99993309   +0 28 04.4
 AU2878;UTM  15      - 3,297,317.226   751,591.839   MT  1.00038106   +1 17 35.7
 AU2878
 AU2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2878!SPC LA S     -   1.00000396  x   0.99993309  =   0.99993705
 AU2878!UTM  15      -   1.00000396  x   1.00038106  =   1.00038502
 AU2878
 AU2878|---------------------------------------------------------------------|
 AU2878| PID    Reference Object                     Distance      Geod. Az  |
 AU2878|                                                           dddmmss.s |
 AU2878| DD6580 DEJEAN RM 1                          24.340 METERS 04955     |
 AU2878| DD6581 DEJEAN RM 2                          41.852 METERS 24329     |
 AU2878| AU2886 SPAHR                               APPROX.10.0 KM 2860816.5 |
 AU2878| AU2885 DES ALLEMANDS OTTO CANDY MAST       APPROX. 8.3 KM 3033337.9 |
 AU2878| AU2883 DES ALLEMANDS WATER TANK            APPROX. 8.4 KM 3203458.9 |
 AU2878| AU2880 PARADIS BELL TEL MICROWAVE          APPROX. 4.0 KM 3241556.5 |
 AU2878| AU2881 PARADIS LAFOURCHE DIST MAST         APPROX. 5.5 KM 3265322.7 |
 AU2878| AU2884 PARADIS GAS PROCESS PLANT TWR       APPROX.10.4 KM 3284522.2 |
 AU2878| AU2882 PARADIS ST CHARLES PARISH TANK      APPROX.11.3 KM 3341134.2 |
 AU2878|---------------------------------------------------------------------|
 AU2878
 AU2878                          SUPERSEDED SURVEY CONTROL
 AU2878
 AU2878  NAD 83(1986)-  29 46 50.29468(N)    090 23 51.28536(W) AD(       ) 1
 AU2878  NAD 27      -  29 46 49.54005(N)    090 23 50.99170(W) AD(       ) 1
 AU2878  NGVD 29 (07/19/86)    0.5    (m)            2.     (f) VERT ANG       
 AU2878
 AU2878.Superseded values are not recommended for survey control.
 AU2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2878.See file dsdata.txt to determine how the superseded data were derived.
 AU2878
 AU2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5159297317(NAD 83)
 AU2878_MARKER: DS = TRIANGULATION STATION DISK
 AU2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2878
 AU2878  HISTORY     - Date     Condition        Report By
 AU2878  HISTORY     - 1972     MONUMENTED       NGS
 AU2878  HISTORY     - 20060419 MARK NOT FOUND   NGS
 AU2878
 AU2878                          STATION DESCRIPTION
 AU2878
 AU2878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2878'MEASUREMENTS WERE MADE WITH A 30 METER AND A 300 FOOT TAPE HOLDING 5
 AU2878'AND 10 KGS. TENSION.
 AU2878'
 AU2878'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK OR AN RM 3.
 AU2878'
 AU2878'THE STATION IS ABOUT 12 MILES EAST-NORTHEAST OF RACELAND, 8.5 MILES
 AU2878'SOUTH OF BOUTTE, IN THE SOUTHEAST EDGE OF BAYOU GAUCHE AND ON LAND
 AU2878'OWNED BY THE SIMONEAUXS ESTATE.  PERMISSION WAS GRANTED BY MR. LEO
 AU2878'SIMONEAUX, BOX 7, BAYOU GAUCHE, LOUISIANA.  THE ADMINSTRATOR, MR.
 AU2878'GEORGE DEJEAN JR., THE OWNER OF THE FISHERMANS WHARF LOUNGE,
 AU2878'ADDRESS, ROUTE 1, BOX 36, DES ALLEMANDS, LOUISIANA.  TELEPHONE
 AU2878'NUMBER 483-7549, BUSINESS NUMBER 483-9729.
 AU2878'
 AU2878'TO REACH THE STATION FROM THE POST OFFICE IN BOUTTE, GO SOUTHEAST ON
 AU2878'STATE HIGHWAY 52 FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 90.
 AU2878'TURN RIGHT AND GO SOUTHWEST ON U.S. HIGHWAY 90 FOR 3.6 MILES TO THE
 AU2878'JUNCTION OF STATE HIGHWAY 306.  TURN LEFT AND GO SOUTHEAST AND
 AU2878'SOUTH ON STATE HIGHWAY 306 FOR 6.15 MILES TO A PUMPING STATION ON
 AU2878'THE RIGHT, CONTINUE EAST-SOUTHEAST ON STATE HIGHWAY 306 FOR 2.15
 AU2878'MILES TO THE FISHERMANS WHARF LOUNGE ON THE LEFT.  TURN LEFT AND
 AU2878'GO NORTHERLY ON THE NORTHWEST SIDE OF THE LOUNGE FOR 0.1 MILE TO
 AU2878'THE STATION.
 AU2878'
 AU2878'STATION MARK, A STANDARD DISK STAMPED DEJEAN 1972, IS SET IN THE TOP
 AU2878'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 AU2878'THE GROUND SURFACE.  IT IS 48 FEET WEST OF A 6-INCH WILLOW TREE AND
 AU2878'28 FEET NORTH-NORTHWEST OF THE EDGE OF A POND.  NO UNDERGROUND
 AU2878'MARK WAS ESTABLISHED.
 AU2878'
 AU2878'REFERENCE MARK 1, A STANDARD DISK STAMPED DEJEAN NO 1 1972, IS SET IN
 AU2878'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2878'WITH THE GROUND SURFACE.  IT IS 46 FEET NORTH-NORTHWEST OF THE EDGE
 AU2878'OF THE POND, 37 FEET NORTH-NORTHEAST OF THE WILLOW TREE AND 3 FEET
 AU2878'SOUTH OF AN 8-INCH WILLOW TREE.
 AU2878'
 AU2878'REFERENCE MARK 2, A STANDARD DISK STAMPED DEJEAN NO 2 1972, IS SET IN
 AU2878'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2878'WITH THE GROUND SURFACE.  IT IS 88 FEET NORTH OF THE NORTHWEST
 AU2878'CORNER OF THE LOUNGE, 59 FEET WEST OF THE EDGE OF THE POND AND 2
 AU2878'FEET NORTHEAST OF A POWERLINE POLE.
 AU2878'
 AU2878'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 AU2878
 AU2878                          STATION RECOVERY (2006)
 AU2878
 AU2878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU2878'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1335 ***********************************************************************
 AT1335  DESIGNATION -  DELACROIX
 AT1335  PID         -  AT1335
 AT1335  STATE/COUNTY-  LA/PLAQUEMINES
 AT1335  USGS QUAD   -  DELACROIX (1994)
 AT1335
 AT1335                         *CURRENT SURVEY CONTROL
 AT1335  ___________________________________________________________________
 AT1335* NAD 83(1992)-  29 45 39.32091(N)    089 47 31.50555(W)     ADJUSTED  
 AT1335* NAVD 88     -         0.5  **(meters)       2.   **(feet)  VERTCON   
 AT1335  **This station is located in a subsidence area (see below).
 AT1335  ___________________________________________________________________
 AT1335  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1335  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AT1335
 AT1335  HORZ ORDER  -  SECOND
 AT1335
 AT1335.The horizontal coordinates were established by classical geodetic methods
 AT1335.and adjusted by the National Geodetic Survey in January 1993..
 AT1335
 AT1335 ** The orthometric height has not been validated since last determined
 AT1335 ** by differential leveling and should not be used for control purposes.
 AT1335 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1335 ** area with valid NAVD 88 orthometric heights.
 AT1335 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1335 ** epoch indicated which incorporates improved geoid heights for the
 AT1335 ** Southern Louisiana Subsidence area.
 AT1335 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1335
 AT1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1335
 AT1335.The geoid height was determined by GEOID03.
 AT1335
 AT1335;                    North         East     Units Scale Factor Converg.
 AT1335;SPC LA S     -   140,768.855 1,149,050.226   MT  0.99993446   +0 46 14.3
 AT1335;SPC LA S     -   461,839.15  3,769,842.28   sFT  0.99993446   +0 46 14.3
 AT1335;UTM  16      - 3,295,561.144   230,012.145   MT  1.00049948   -1 23 12.4
 AT1335
 AT1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1335!SPC LA S     -   1.00000391  x   0.99993446  =   0.99993837
 AT1335!UTM  16      -   1.00000391  x   1.00049948  =   1.00050339
 AT1335
 AT1335:                Primary Azimuth Mark                     Grid Az
 AT1335:SPC LA S     -  POINTE A LA HACHE CTHSE FP               180 14 00.1
 AT1335:UTM  16      -  POINTE A LA HACHE CTHSE FP               182 23 26.8
 AT1335
 AT1335|---------------------------------------------------------------------|
 AT1335| PID    Reference Object                     Distance      Geod. Az  |
 AT1335|                                                           dddmmss.s |
 AT1335| AT1307 POINTE A LA HACHE CTHSE FP          APPROX.20.3 KM 1810014.4 |
 AT1335| DD6583 DELACROIX RM 1                       85.851 METERS 18859     |
 AT1335| DD6582 DELACROIX AZ MK                                    1995353.8 |
 AT1335| DD6584 DELACROIX RM 2                       74.964 METERS 28113     |
 AT1335| AT1339 LAKE LERY OIL DERRICK               APPROX. 4.3 KM 3505024.8 |
 AT1335|---------------------------------------------------------------------|
 AT1335
 AT1335                          SUPERSEDED SURVEY CONTROL
 AT1335
 AT1335  NAD 83(1986)-  29 45 39.33228(N)    089 47 31.50755(W) AD(       ) 2
 AT1335  NAD 27      -  29 45 38.57600(N)    089 47 31.28000(W) AD(       ) 2
 AT1335  NGVD 29 (07/19/86)    0.6    (m)            2.     (f) VERT ANG       
 AT1335
 AT1335.Superseded values are not recommended for survey control.
 AT1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1335.See file dsdata.txt to determine how the superseded data were derived.
 AT1335
 AT1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3001295561(NAD 83)
 AT1335_MARKER: DS = TRIANGULATION STATION DISK
 AT1335_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1335_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1335
 AT1335  HISTORY     - Date     Condition        Report By
 AT1335  HISTORY     - 1934     MONUMENTED       CGS
 AT1335  HISTORY     - 1952     GOOD             CGS
 AT1335  HISTORY     - 1966     GOOD             CGS
 AT1335  HISTORY     - 1972     GOOD             NGS
 AT1335
 AT1335                          STATION DESCRIPTION
 AT1335
 AT1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1335'AT THE TOWN
 AT1335'OF DELACROIX
 AT1335'ISLAND, W OF THE JUNCTION OF BAYOU TERRE AUX BOEUFS
 AT1335'AND BAYOU GENTILLY, 54.5 METERS
 AT1335'(179 FEET) FROM THE SW BANK OF
 AT1335'THE BAYOU, ON PROPERTY BELONGING TO MRS. LOUISE
 AT1335'ALFONSE, 48 METERS
 AT1335'(157 FEET) SE OF THE SE CORNER OF A SMALL CABIN ADJACENT TO A
 AT1335'LARGER
 AT1335'RESIDENCE, AND NW OF A SMALL SHACK ON THE BANK OF THE BAYOU.
 AT1335'THE STATION IS MARKED BY
 AT1335'A STANDARD BRONZE DISK SET IN CONCRETE AT
 AT1335'THE TOP OF A TILE.
 AT1335'REFERENCE MARK NO. 1
 AT1335'IS A STANDARD BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP
 AT1335'OF A TILE,
 AT1335'IS 85.851 METERS (281.66 FEET)
 AT1335'FROM THE STATION S 8 DEG 59 MIN W.
 AT1335'REFERENCE MARK NO. 2 IS A
 AT1335'STANDARD BRONZE REFERENCE DISK SET IN CONCRETE
 AT1335'AT THE TOP OF A
 AT1335'TILE, IS 74.964 METERS (245.94 FEET)
 AT1335'FROM THE
 AT1335'STATION N 78 DEG 47 MIN W.  THE DISTANCE BETWEEN THE
 AT1335'REFERENCE MARKS IS 116.162
 AT1335'METERS (381.11 FEET).  THE AZIMUTH MARK,
 AT1335'A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 AT1335'TOP OF A TILE, AS
 AT1335'IS ON THE W BANK OF BAYOU GENTILLY ABOUT
 AT1335'10 METERS (33
 AT1335'FEET) FROM THE SHORE LINE AND APPROXIMATELY 1,500
 AT1335'FEET FROM THE STATION S 19 DEG 54 MIN W.  THE COURTHOUSE IN
 AT1335'POINTE A LA HACHE IS S 1 DEG W.
 AT1335
 AT1335                          STATION RECOVERY (1952)
 AT1335
 AT1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1335'STATION, R.M. 1, AND AZIMUTH
 AT1335'MARK RECOVERED IN
 AT1335'GOOD CONDITION.  R.M. 2 WAS RECOVERED IN
 AT1335'GOOD CONDITION EXCEPT THAT DISK IS
 AT1335'DEFACED.  COMPLETE NEW DESCRIPTION
 AT1335'FOLLOWS-
 AT1335'
 AT1335'LOCATED AT THE TOWN OF DELACROIX ISLAND, ON THE NW CORNER OF
 AT1335'LAND FORMED BY THE
 AT1335'JUNCTION OF BAYOU GENTILLY WITH BAYOU TERRE
 AT1335'AUX BOEUFS, 175 FEET SW OF THE SW
 AT1335'BANK OF BAYOU TERRE AUX BEOUFS,
 AT1335'180 FEET NW OF THE NW BANK OF BAYOU GENTILLY, AND IN
 AT1335'EDGE OF
 AT1335'BRUSH WHERE MARSH BEGINS.
 AT1335'
 AT1335'STATION MARK IS A STANDARD DISK, STAMPED DELACROIX 1934,
 AT1335'SET IN TOP OF A
 AT1335'10-INCH CONCRETE-FILLED TILE PROJECTING 2 INCHES
 AT1335'ABOVE GROUND.
 AT1335'
 AT1335'R.M. 1 IS A STANDARD DISK, STAMPED DELACROIX NO 1 1934,
 AT1335'SET IN A 10-INCH
 AT1335'CONCRETE-FILLED TILE, 85.851 METERS (281.66 FEET)
 AT1335'FROM STATION S 8 DEG 59 MIN W.
 AT1335'PROJECTING 1 INCH ABOVE THE
 AT1335'MARSH.
 AT1335'
 AT1335'R.M. 2 IS A STANDARD DISK SET IN TOP OF A 10-INCH CONCRETE-FILLED
 AT1335'TILE.  THE DISK
 AT1335'HAS BEEN SO DEFACED THAT NO STAMPING COULD
 AT1335'BE READ.  IT IS 74.964 METERS
 AT1335'(245.994 FEET) FROM STATION N 78 DEG 47 MIN W.
 AT1335'THE DISTANCE BETWEEN
 AT1335'REFERENCE MARKS IS 116.162
 AT1335'METERS (381.11 FEET).
 AT1335'
 AT1335'AZIMUTH MARK IS A STANDARD REFERENCE-MARK DISK, STAMPED
 AT1335'DELACROIX AZIMUTH
 AT1335'1934, SET IN A 10-INCH CONCRETE-FILLED TILE
 AT1335'PROJECTING 2 INCHES ABOVE MARSH.  IT
 AT1335'IS ON W BANK OF BAYOU GENTILLY,
 AT1335'12 FEET W OF THE SHORELINE, AND APPROXIMATELY 1500 FEET
 AT1335'FROM THE STATION S 19 DEG 54 MIN W.
 AT1335
 AT1335                          STATION RECOVERY (1966)
 AT1335
 AT1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ARH)
 AT1335'THE STATION MARK WAS RECOVERED AS DESCRIBED.  THE PREVIOUS
 AT1335'DESCRIPTION IS
 AT1335'ADEQUATE.  THE STATION IS IN HARD MARSHLAND 1 FOOT
 AT1335'NORTHEAST OF A METAL WITNESS
 AT1335'POST.  THE REFERENCE MARKS WERE NOT FOUND
 AT1335'IN THE WATER AND GRASS.
 AT1335
 AT1335                          STATION RECOVERY (1972)
 AT1335
 AT1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1335'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 AT1335'MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK
 AT1335'APPEARS TO HAVE BEEN DESTROYED.  A NEW REFERENCE MARK WAS
 AT1335'ESTABLISHED FOR OBSERVING PURPOSE DUE TO THE EXISTING CIRCUMSTANCES
 AT1335'AROUND THE STATION.  REFERENCE MARK 4 WAS ESTABLISHED - FOR
 AT1335'ADDITIONAL INFORMATION SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1338 ***********************************************************************
 AT1338  DESIGNATION -  DELACROIX 1934 RM 4 1972
 AT1338  PID         -  AT1338
 AT1338  STATE/COUNTY-  LA/ST BERNARD
 AT1338  USGS QUAD   -  DELACROIX (1994)
 AT1338
 AT1338                         *CURRENT SURVEY CONTROL
 AT1338  ___________________________________________________________________
 AT1338* NAD 83(1992)-  29 45 41.35019(N)    089 47 26.13261(W)     ADJUSTED  
 AT1338* NAVD 88     -         0.6  **(meters)       2.   **(feet)  VERTCON   
 AT1338  **This station is located in a subsidence area (see below).
 AT1338  ___________________________________________________________________
 AT1338  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AT1338  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AT1338
 AT1338  HORZ ORDER  -  FIRST
 AT1338
 AT1338.The horizontal coordinates were established by classical geodetic methods
 AT1338.and adjusted by the National Geodetic Survey in January 1993..
 AT1338
 AT1338 ** The orthometric height has not been validated since last determined
 AT1338 ** by differential leveling and should not be used for control purposes.
 AT1338 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1338 ** area with valid NAVD 88 orthometric heights.
 AT1338 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1338 ** epoch indicated which incorporates improved geoid heights for the
 AT1338 ** Southern Louisiana Subsidence area.
 AT1338 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1338
 AT1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1338
 AT1338.The geoid height was determined by GEOID03.
 AT1338
 AT1338;                    North         East     Units Scale Factor Converg.
 AT1338;SPC LA S     -   140,833.271 1,149,193.710   MT  0.99993442   +0 46 17.0
 AT1338;SPC LA S     -   462,050.49  3,770,313.03   sFT  0.99993442   +0 46 17.0
 AT1338;UTM  16      - 3,295,620.147   230,158.035   MT  1.00049851   -1 23 09.8
 AT1338
 AT1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1338!SPC LA S     -   1.00000389  x   0.99993442  =   0.99993831
 AT1338!UTM  16      -   1.00000389  x   1.00049851  =   1.00050240
 AT1338
 AT1338|---------------------------------------------------------------------|
 AT1338| PID    Reference Object                     Distance      Geod. Az  |
 AT1338|                                                           dddmmss.s |
 AT1338| AT1335 DELACROIX                           157.291 METERS 24636     |
 AT1338| AT1327 LAST                                APPROX. 9.9 KM 2580311.3 |
 AT1338|---------------------------------------------------------------------|
 AT1338
 AT1338                          SUPERSEDED SURVEY CONTROL
 AT1338
 AT1338  NAD 83(1986)-  29 45 41.36152(N)    089 47 26.13467(W) AD(       ) 1
 AT1338  NAD 27      -  29 45 40.60521(N)    089 47 25.90790(W) AD(       ) 1
 AT1338  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AT1338
 AT1338.Superseded values are not recommended for survey control.
 AT1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1338.See file dsdata.txt to determine how the superseded data were derived.
 AT1338
 AT1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3015895620(NAD 83)
 AT1338_MARKER: DR = REFERENCE MARK DISK
 AT1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1338+STABILITY: SURFACE MOTION
 AT1338
 AT1338  HISTORY     - Date     Condition        Report By
 AT1338  HISTORY     - 1972     MONUMENTED       NGS
 AT1338
 AT1338                          STATION DESCRIPTION
 AT1338
 AT1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1338'THE STATION IS LOCATED IN THE SETTLEMENT OF DELACROIX, ON PROPERTY
 AT1338'OWNED BY MR. LOUIS A. BATTLE, R.R. 1 BOX 738 ST. BERNARD, LA.
 AT1338'70085.
 AT1338'
 AT1338'TO REACH THE STATION FROM THE POST OFFICE IN ST. BERNARD, GO EASTERLY
 AT1338'ON STATE HIGHWAY 46 FOR 6.4 MILES TO A FORKS AND JUNCTION WITH STATE
 AT1338'HIGHWAY 300.  TAKE RIGHT FORK AND GO SOUTHERLY ON STATE HIGHWAY 300
 AT1338'FOR 7.1 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 AT1338'
 AT1338'STATION MARKS ARE STANDARD REFERENCE DISKS STAMPED DELACROIX NO 4
 AT1338'1934 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH
 AT1338'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AT1338'SURFACE.  IT IS 95 FEET EAST OF A FIRE HYDRANT AND 89 FEET
 AT1338'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 300.  THE
 AT1338'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 AT1338'BELOW THE GROUND SURFACE.
 AT1338'
 AT1338'STATION MARK, A STANDARD DISK STAMPED DELACROIX 1934, IS SET IN THE
 AT1338'TOP OF A 10 INCH TILE PIPE FILLED WITH CONCRETE, WAS NOT OCCUPIED OR
 AT1338'MEASUREMENTS MADE TO, DUE TO EXISTING CONDITIONS.
 AT1338'
 AT1338'NO SUITABLE LOCATION FOR ADDITIONAL REFERENCE MARKS OR AN AZIMUTH
 AT1338'MARK.
 AT1338'
 AT1338'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2634 ***********************************************************************
 AU2634  DESIGNATION -  DELCAMBRE MUNICIPAL TANK
 AU2634  PID         -  AU2634
 AU2634  STATE/COUNTY-  LA/VERMILION
 AU2634  USGS QUAD   -  DELCAMBRE (1994)
 AU2634
 AU2634                         *CURRENT SURVEY CONTROL
 AU2634  ___________________________________________________________________
 AU2634* NAD 83(1992)-  29 56 57.86560(N)    091 59 27.81805(W)     ADJUSTED  
 AU2634* NAVD 88     -                                                        
 AU2634  **This station is located in a subsidence area (see below).
 AU2634  ___________________________________________________________________
 AU2634  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU2634  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AU2634
 AU2634  HORZ ORDER  -  THIRD
 AU2634
 AU2634.The horizontal coordinates were established by classical geodetic methods
 AU2634.and adjusted by the National Geodetic Survey in January 1993..
 AU2634
 AU2634 ** The orthometric height has not been validated since last determined
 AU2634 ** by differential leveling and should not be used for control purposes.
 AU2634 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2634 ** area with valid NAVD 88 orthometric heights.
 AU2634 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2634 ** epoch indicated which incorporates improved geoid heights for the
 AU2634 ** Southern Louisiana Subsidence area.
 AU2634 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2634
 AU2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2634
 AU2634.The geoid height was determined by GEOID03.
 AU2634
 AU2634;                    North         East     Units Scale Factor Converg.
 AU2634;SPC LA S     -   160,840.715   936,511.218   MT  0.99992615   -0 19 43.9
 AU2634;SPC LA S     -   527,691.58  3,072,537.22   sFT  0.99992615   -0 19 43.9
 AU2634;UTM  15      - 3,313,607.263   597,361.738   MT  0.99971695   +0 30 13.5
 AU2634
 AU2634                          SUPERSEDED SURVEY CONTROL
 AU2634
 AU2634  NAD 83(1986)-  29 56 57.88583(N)    091 59 27.81156(W) AD(       ) 4
 AU2634  NAD 27      -  29 56 57.14573(N)    091 59 27.37207(W) AD(       ) 3
 AU2634
 AU2634.Superseded values are not recommended for survey control.
 AU2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2634.See file dsdata.txt to determine how the superseded data were derived.
 AU2634
 AU2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9736213607(NAD 83)
 AU2634_MARKER: 53 = ELEVATED TANK
 AU2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2634+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AU2634
 AU2634  HISTORY     - Date     Condition        Report By
 AU2634  HISTORY     - 1974     FIRST OBSERVED   NGS
 AU2634  HISTORY     - 19950912 GOOD             USPSQD
 AU2634  HISTORY     - 20040203 GOOD             USPSQD
 AU2634  HISTORY     - 20050601 GOOD             USPSQD
 AU2634
 AU2634                          STATION DESCRIPTION
 AU2634
 AU2634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU2634'THE STATION IS THE TOP CENTER OF THE VENT ATOP THE DELCAMBRE
 AU2634'MUNICIPAL WATER TANK, LOCATED IN THE WEST CENTRAL PART OF
 AU2634'DELCAMBRE.  THE TANK IS OVAL SHAPED, SUPPORTED BY 4 LEGS, SILVER IN
 AU2634'COLOR, AND HAS AN OVERALL HEIGHT OF 135 FEET.
 AU2634'
 AU2634'TO REACH FROM THE POST OFFICE IN DELCAMBRE, GO WEST ON STATE HIGHWAY
 AU2634'14 FOR 0.1 MILE, THENCE LEFT, SOUTH, ON ROBERTSON STREET FOR 0.4
 AU2634'MILE TO STATION ON THE RIGHT, IN THE NORTHWEST ANGLE OF THE
 AU2634'INTERSECTION OF W. CHURCH AND N. ROBERTSON STREETS.
 AU2634
 AU2634                          STATION RECOVERY (1995)
 AU2634
 AU2634'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2634'RECOVERED IN GOOD CONDITION.
 AU2634
 AU2634                          STATION RECOVERY (2004)
 AU2634
 AU2634'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AU2634'RECOVERED IN GOOD CONDITION.
 AU2634
 AU2634                          STATION RECOVERY (2005)
 AU2634
 AU2634'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AU2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2637 ***********************************************************************
 AU2637  DESIGNATION -  DELCAMBRE TEL MAST
 AU2637  PID         -  AU2637
 AU2637  STATE/COUNTY-  LA/VERMILION
 AU2637  USGS QUAD   -  DELCAMBRE (1994)
 AU2637
 AU2637                         *CURRENT SURVEY CONTROL
 AU2637  ___________________________________________________________________
 AU2637* NAD 83(1992)-  29 56 39.12972(N)    091 59 53.83415(W)     ADJUSTED  
 AU2637* NAVD 88     -                                                        
 AU2637  **This station is located in a subsidence area (see below).
 AU2637  ___________________________________________________________________
 AU2637  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU2637  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AU2637
 AU2637  HORZ ORDER  -  THIRD
 AU2637
 AU2637.The horizontal coordinates were established by classical geodetic methods
 AU2637.and adjusted by the National Geodetic Survey in January 1993..
 AU2637
 AU2637 ** The orthometric height has not been validated since last determined
 AU2637 ** by differential leveling and should not be used for control purposes.
 AU2637 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2637 ** area with valid NAVD 88 orthometric heights.
 AU2637 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2637 ** epoch indicated which incorporates improved geoid heights for the
 AU2637 ** Southern Louisiana Subsidence area.
 AU2637 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2637
 AU2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2637
 AU2637.The geoid height was determined by GEOID03.
 AU2637
 AU2637;                    North         East     Units Scale Factor Converg.
 AU2637;SPC LA S     -   160,267.876   935,810.303   MT  0.99992623   -0 19 56.9
 AU2637;SPC LA S     -   525,812.19  3,070,237.64   sFT  0.99992623   -0 19 56.9
 AU2637;UTM  15      - 3,313,024.422   596,669.366   MT  0.99971529   +0 30 00.2
 AU2637
 AU2637                          SUPERSEDED SURVEY CONTROL
 AU2637
 AU2637  NAD 83(1986)-  29 56 39.14991(N)    091 59 53.82763(W) AD(       ) 4
 AU2637  NAD 27      -  29 56 38.40911(N)    091 59 53.38714(W) AD(       ) 3
 AU2637
 AU2637.Superseded values are not recommended for survey control.
 AU2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2637.See file dsdata.txt to determine how the superseded data were derived.
 AU2637
 AU2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9666913024(NAD 83)
 AU2637_MARKER: 42 = RADIO/TV MAST
 AU2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2637+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AU2637
 AU2637  HISTORY     - Date     Condition        Report By
 AU2637  HISTORY     - 1974     FIRST OBSERVED   NGS
 AU2637  HISTORY     - 19950912 GOOD             USPSQD
 AU2637  HISTORY     - 20040203 GOOD             USPSQD
 AU2637  HISTORY     - 20050601 GOOD             USPSQD
 AU2637
 AU2637                          STATION DESCRIPTION
 AU2637
 AU2637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU2637'THE STATION IS THE TOP CENTER OF THE DELCAMBRE TELEPHONE COMPANY
 AU2637'INC. KGN MAST, LOCATED IN THE EXTREME WEST EDGE OF DELCAMBRE.  IT IS
 AU2637'A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 AU2637'RED AND WHITE, AND HAS AN OVERALL HEIGHT OF 319 FEET.
 AU2637'
 AU2637'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 330, JUST EAST
 AU2637'OF THE POST OFFICE IN DELCAMBRE, GO SOUTH ON HIGHWAY 330 FOR 0.2
 AU2637'MILE TO MAIN STREET.  TURN RIGHT, WEST, ON MAIN STREET FOR 0.6 MILE
 AU2637'TO A SHELL ROAD LEFT.  TURN LEFT, SOUTH, FOR 0.2 MILE TO STATION.
 AU2637
 AU2637                          STATION RECOVERY (1995)
 AU2637
 AU2637'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2637'RECOVERED IN GOOD CONDITION.
 AU2637
 AU2637                          STATION RECOVERY (2004)
 AU2637
 AU2637'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AU2637'RECOVERED IN GOOD CONDITION.
 AU2637
 AU2637                          STATION RECOVERY (2005)
 AU2637
 AU2637'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AU2637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0591 ***********************************************************************
 AV0591  DESIGNATION -  DELCAMBRE UNION OIL RAD MAST
 AV0591  PID         -  AV0591
 AV0591  STATE/COUNTY-  LA/VERMILION
 AV0591  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0591
 AV0591                         *CURRENT SURVEY CONTROL
 AV0591  ___________________________________________________________________
 AV0591* NAD 83(1992)-  29 53 24.20230(N)    092 00 14.04263(W)     ADJUSTED  
 AV0591* NAVD 88     -                                                        
 AV0591  **This station is located in a subsidence area (see below).
 AV0591  ___________________________________________________________________
 AV0591  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AV0591  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AV0591
 AV0591  HORZ ORDER  -  THIRD
 AV0591
 AV0591.The horizontal coordinates were established by classical geodetic methods
 AV0591.and adjusted by the National Geodetic Survey in January 1993..
 AV0591
 AV0591 ** The orthometric height has not been validated since last determined
 AV0591 ** by differential leveling and should not be used for control purposes.
 AV0591 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0591 ** area with valid NAVD 88 orthometric heights.
 AV0591 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0591 ** epoch indicated which incorporates improved geoid heights for the
 AV0591 ** Southern Louisiana Subsidence area.
 AV0591 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0591
 AV0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0591
 AV0591.The geoid height was determined by GEOID03.
 AV0591
 AV0591;                    North         East     Units Scale Factor Converg.
 AV0591;SPC LA S     -   154,269.379   935,233.305   MT  0.99992760   -0 20 07.1
 AV0591;SPC LA S     -   506,132.12  3,068,344.60   sFT  0.99992760   -0 20 07.1
 AV0591;UTM  15      - 3,307,019.452   596,179.648   MT  0.99971413   +0 29 47.2
 AV0591
 AV0591                          SUPERSEDED SURVEY CONTROL
 AV0591
 AV0591  NAD 83(1986)-  29 53 24.22283(N)    092 00 14.03605(W) AD(       ) 4
 AV0591  NAD 27      -  29 53 23.47631(N)    092 00 13.59379(W) AD(       ) 3
 AV0591
 AV0591.Superseded values are not recommended for survey control.
 AV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0591.See file dsdata.txt to determine how the superseded data were derived.
 AV0591
 AV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9618007019(NAD 83)
 AV0591_MARKER: 42 = RADIO/TV MAST
 AV0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0591+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AV0591
 AV0591  HISTORY     - Date     Condition        Report By
 AV0591  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0591  HISTORY     - 19950912 GOOD             USPSQD
 AV0591  HISTORY     - 20040203 GOOD             USPSQD
 AV0591
 AV0591                          STATION DESCRIPTION
 AV0591
 AV0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0591'THE STATION IS THE TOP CENTER OF THE DELCAMBRE, UNION OIL COMPANY OF
 AV0591'CALIFORNIA, RADIO KKC 827 MAST, LOCATED ABOUT 5 MILES SOUTHEAST OF
 AV0591'ERATH AND 3 MILES EAST OF BOSTON.  THE MAST IS A TRIANGULAR STEEL
 AV0591'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, AND
 AV0591'HAS AN OVERALL HEIGHT OF 170 FEET.
 AV0591'
 AV0591'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 330, JUST EAST OF
 AV0591'THE POST OFFICE IN DELCAMBRE, GO SOUTH ON HIGHWAY 330 (N RAILROAD)
 AV0591'FOR 0.2 MILE TO A SIGNAL LIGHT.  CONTINUE AHEAD, SOUTHERLY AND
 AV0591'WESTERLY, ON HIGHWAY 330 FOR 4.9 MILES TO A SHELL ROAD ON THE
 AV0591'LEFT.  TURN LEFT, EASTERLY, FOR 0.1 MILE TO THE STATION.
 AV0591
 AV0591                          STATION RECOVERY (1995)
 AV0591
 AV0591'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0591'RECOVERED IN GOOD CONDITION.
 AV0591
 AV0591                          STATION RECOVERY (2004)
 AV0591
 AV0591'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4668 ***********************************************************************
 BJ4668  DESIGNATION -  DELEE
 BJ4668  PID         -  BJ4668
 BJ4668  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4668  USGS QUAD   -  FELPS (1984)
 BJ4668
 BJ4668                         *CURRENT SURVEY CONTROL
 BJ4668  ___________________________________________________________________
 BJ4668* NAD 83(1992)-  30 59 39.45705(N)    090 55 37.06861(W)     ADJUSTED  
 BJ4668* NAVD 88     -        94.49   (+/-2cm)     310.0    (feet)  VERTCON   
 BJ4668  ___________________________________________________________________
 BJ4668  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ4668  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4668
 BJ4668  HORZ ORDER  -  FIRST
 BJ4668  VERT ORDER  -  THIRD ? (See Below)
 BJ4668
 BJ4668.The horizontal coordinates were established by classical geodetic methods
 BJ4668.and adjusted by the National Geodetic Survey in May 1994..
 BJ4668
 BJ4668.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4668.The vertical order pertains to the NGVD 29 superseded value.
 BJ4668
 BJ4668.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4668
 BJ4668.The geoid height was determined by GEOID03.
 BJ4668
 BJ4668;                    North         East     Units Scale Factor Converg.
 BJ4668;SPC LA S     -   276,560.822 1,038,815.224   MT  1.00007583   +0 12 11.5
 BJ4668;SPC LA S     -   907,349.96  3,408,179.61   sFT  1.00007583   +0 12 11.5
 BJ4668;SPC MS W     -   165,795.349   643,304.768   MT  0.99998963   -0 18 20.5
 BJ4668;SPC MS W     -   543,946.91  2,110,575.73   sFT  0.99998963   -0 18 20.5
 BJ4668;UTM  15      - 3,430,813.973   697,936.847   MT  1.00008330   +1 04 04.3
 BJ4668
 BJ4668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4668!SPC LA S     -   0.99998942  x   1.00007583  =   1.00006524
 BJ4668!SPC MS W     -   0.99998942  x   0.99998963  =   0.99997905
 BJ4668!UTM  15      -   0.99998942  x   1.00008330  =   1.00007271
 BJ4668
 BJ4668:                Primary Azimuth Mark                     Grid Az
 BJ4668:SPC LA S     -  LIBERTY MUNICIPAL TANK                   031 54 51.4
 BJ4668:SPC MS W     -  LIBERTY MUNICIPAL TANK                   032 25 23.4
 BJ4668:UTM  15      -  LIBERTY MUNICIPAL TANK                   031 02 58.6
 BJ4668
 BJ4668|---------------------------------------------------------------------|
 BJ4668| PID    Reference Object                     Distance      Geod. Az  |
 BJ4668|                                                           dddmmss.s |
 BJ4668| BW2312 LIBERTY MUNICIPAL TANK              APPROX.21.4 KM 0320702.9 |
 BJ4668| CW1272 DELEE RM 1                           30.148 METERS 20608     |
 BJ4668| CW1271 DELEE AZ MK                                        2520322.0 |
 BJ4668| CW1273 DELEE RM 2                           30.373 METERS 28535     |
 BJ4668|---------------------------------------------------------------------|
 BJ4668
 BJ4668                          SUPERSEDED SURVEY CONTROL
 BJ4668
 BJ4668  NAD 83(1992)-  30 59 39.46301(N)    090 55 37.06673(W) AD(       ) 1
 BJ4668  NAD 83(1986)-  30 59 39.47401(N)    090 55 37.06446(W) AD(       ) 1
 BJ4668  NAD 27      -  30 59 38.83300(N)    090 55 36.69800(W) AD(       ) 1
 BJ4668  NGVD 29 (07/19/86)   94.47   (m)          309.9    (f) LEVELING    3  
 BJ4668
 BJ4668.Superseded values are not recommended for survey control.
 BJ4668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4668.See file dsdata.txt to determine how the superseded data were derived.
 BJ4668
 BJ4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9793730814(NAD 83)
 BJ4668_MARKER: DS = TRIANGULATION STATION DISK
 BJ4668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4668
 BJ4668  HISTORY     - Date     Condition        Report By
 BJ4668  HISTORY     - 1939     MONUMENTED       CGS
 BJ4668  HISTORY     - 1949     GOOD             CGS
 BJ4668  HISTORY     - 1954     GOOD             CGS
 BJ4668
 BJ4668                          STATION DESCRIPTION
 BJ4668
 BJ4668'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4668'THE STATION IS 0.3 MILE SOUTH OF THE MISSISSIPPI-LOUISIANA
 BJ4668'STATE LINE.  3-1/4 MILES NORTH AND 1/2 MILE EAST OF THE POST
 BJ4668'OFFICE AT WOODLAND, LOUISIANA.  0.4 MILE WEST OF THE DAVID
 BJ4668'DELEE HOUSE.  AND 0.15 MILE WEST OF THE CABIN OF MAGGIE WILLIAMS
 BJ4668'IT IS IN A WOODS AT THE TOP OF A HILL, 18 FEET
 BJ4668'SOUTH OF THE CENTERLINE OF A DIM WOODS ROAD, AND 27 FEET
 BJ4668'EAST OF A 14-INCH TRIANGULAR-BLAZED PINE TREE.  THE MARK,
 BJ4668'PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BJ4668'STAMPED DELEE 1939.
 BJ4668'
 BJ4668'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO
 BJ4668'NORTHEAST ON LOUISIANA HIGHWAY NO. 36 FOR 7.4 MILES TO THE
 BJ4668'WOODLAND POST OFFICE.  THEN NORTH ALONG THE LEFT FORK (LOUISIANA
 BJ4668'HIGHWAY NO. 36, UNMARKED) FOR 2.25 MILES TO A T-ROAD AT THE
 BJ4668'LEFT.  CONTINUE ALONG HIGHWAY NO. 36 FOR 1.1 MILES TO
 BJ4668'A DIM WOODS ROAD AT THE LEFT.  TURN LEFT ON THE DIM WOODS
 BJ4668'ROAD, PASSING TO THE SOUTH SIDE OF THE DELEE HOUSE, AND GO
 BJ4668'0.35 MILE.  THEN TAKE THE LEFT FORK OF A WOODS ROAD JUST PAST
 BJ4668'MAGGIE WILLIAMS CABIN FOR 0.1 MILE TO A TRIANGULAR-BLAZED
 BJ4668'PINE TREE AND THE STATION ON THE LEFT (SOUTH) SIDE OF THE
 BJ4668'ROAD.
 BJ4668'
 BJ4668'REFERENCE MARK NO. 1 IS 98.91 FEET SOUTH-SOUTHWEST OF THE
 BJ4668'STATION.  THE MARK PROJECTS 6 INCHES ABOVE GROUND
 BJ4668'AND IS STAMPED DELEE NO 1 1939.
 BJ4668'
 BJ4668'REFERENCE MARK NO. 2 IS 99.65 FEET WEST OF THE STATION AND
 BJ4668'54 FEET SOUTH OF THE CENTERLINE OF THE DIM WOODS ROAD.
 BJ4668'THE MARK PROJECTS 6 INCHES ABOVE GROUND AND IS
 BJ4668'STAMPED DELEE NO 2 1939.
 BJ4668'
 BJ4668'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WEST-SOUTHWEST
 BJ4668'OF THE STATION, IN A FIELD ON A HILLTOP, AND 2 FEET NORTH
 BJ4668'OF THE NORTHWEST CORNER OF AN OLD SHACK.  THE MARK
 BJ4668'PROJECTS 3 INCHES ABOVE GROUND AND IS STAMPED DELEE 1939.
 BJ4668'TO REACH THE MARK FROM THE JUNCTION OF THE WOODS ROAD AND
 BJ4668'LOUISIANA HIGHWAY NO. 36 AT THE DELEE HOUSE, GO SOUTH ON
 BJ4668'HIGHWAY NO. 36 FOR 0.2 MILE.  TURN RIGHT (WEST) ON A DIRT
 BJ4668'ROAD AND GO 1.0 MILE TO A FORK.  TAKE THE LEFT FORK, PASSING
 BJ4668'THROUGH A GATE, AND TURN SHARP RIGHT ALONG A RIDGE TO THE
 BJ4668'NORTH-NORTHEAST FOR 0.25 MILE TO THE TOP OF THE HILL AND
 BJ4668'THE MARK.
 BJ4668'
 BJ4668'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO.
 BJ4668'2 IS 126.91 FEET.
 BJ4668'
 BJ4668'A 90-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT HURST
 BJ4668'
 BJ4668'A 90-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT PEN
 BJ4668'
 BJ4668'A 90-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT ALLEN
 BJ4668'
 BJ4668'A 90-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT CARMEL
 BJ4668'
 BJ4668'A 90-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT TALBOT
 BJ4668'
 BJ4668'A 113-FOOT TOWER IS NEEDED TO SEE A 110-FOOT TOWER AT IRWIN
 BJ4668'
 BJ4668'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 BJ4668
 BJ4668                          STATION RECOVERY (1949)
 BJ4668
 BJ4668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BJ4668'THE STATION WAS RECOVERED AS DESCRIBED BY F.B.Q. IN 1939
 BJ4668'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BJ4668'FOLLOWS--
 BJ4668'
 BJ4668'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ4668'24 AND 48 IN LIBERTY, GO SOUTH AND SOUTHWEST ON HIGHWAY
 BJ4668'48 (GRAVELED) FOR 4.1 MILES TO A SIDE ROAD LEFT, TURN LEFT
 BJ4668'AND GO SOUTH FOR 2.6 MILES TO A FORK IN THE ROAD, TAKE THE
 BJ4668'RIGHT ROAD AND GO WEST FOR 2.8 MILES TO A T-ROAD, TURN RIGHT
 BJ4668'AND GO SOUTHWEST FOR 0.4 MILE TO A FORK IN THE ROAD, TAKE
 BJ4668'THE LEFT ROAD AND GO SOUTHWEST FOR 4.8 MILES TO A LANE LEADING
 BJ4668'TO THE DELEE HOUSE*, TURN RIGHT AND GO 0.05 MILE TO A GATE,
 BJ4668'PASS THROUGH THE GATE AND FOLLOW A DIM TRACK ROAD NORTHWEST
 BJ4668'FOR 0.45 MILE TO THE STATION ON THE LEFT.
 BJ4668'
 BJ4668'*THE TO REACH TO THE AZIMUTH MARK IS NOT ADEQUATE.  *TO REACH
 BJ4668'THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE GRAVELED
 BJ4668'ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BJ4668'WEST FOR 0.7 MILE TO AN OPENING IN A FENCE AT THE EAST SIDE
 BJ4668'OF A CORRAL, TURN RIGHT AND GO NORTHERLY FOR 0.15 MILE TO THE
 BJ4668'AZIMUTH MARK AT THE TOP OF THE KNOLL.
 BJ4668'
 BJ4668'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF A WITNESS POST.
 BJ4668'
 BJ4668'REFERENCE MARK NO. 2 IS 3 FEET EAST OF A WITNESS POST.
 BJ4668'
 BJ4668'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE FROM THE STATION
 BJ4668'ON THE SUMMIT OF A CLEARED KNOLL AND 4 FEET EAST OF A WITNESS
 BJ4668'POST.
 BJ4668'
 BJ4668'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BJ4668'CONCRETE POSTS.
 BJ4668'
 BJ4668'A 103 FOOT TOWER NEEDED TO SEE 37 FEET AT TRIANGULATION STATION
 BJ4668'VAN DORN.
 BJ4668'
 BJ4668'A 103 FOOT TOWER NEEDED TO SEE 64 FEET AT TRIANGULATION STATION
 BJ4668'HURST 1939.
 BJ4668'
 BJ4668'A 103 FOOT TOWER NEEDED TO SEE 77 FEET AT TRIANGULATION STATION
 BJ4668'POW AND TALBOT 1939.
 BJ4668'
 BJ4668'HEIGHT OF LIGHT ABOVE MARK 34 METERS.
 BJ4668
 BJ4668                          STATION RECOVERY (1954)
 BJ4668
 BJ4668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4668'THE STATION WAS VISITED AND ALL THE MARKS WERE RECOVERED
 BJ4668'IN GOOD CONDITION.
 BJ4668'
 BJ4668'THE 1949 RECOVERY NOTE BY M.J.T. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1404 ***********************************************************************
 CP1404  DESIGNATION -  DELHI
 CP1404  PID         -  CP1404
 CP1404  STATE/COUNTY-  LA/RICHLAND
 CP1404  USGS QUAD   -  DELHI (1986)
 CP1404
 CP1404                         *CURRENT SURVEY CONTROL
 CP1404  ___________________________________________________________________
 CP1404* NAD 83(1992)-  32 27 46.38621(N)    091 29 31.08330(W)     ADJUSTED  
 CP1404* NAVD 88     -        28.790  (meters)      94.46   (feet)  ADJUSTED  
 CP1404  ___________________________________________________________________
 CP1404  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CP1404  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP1404  DYNAMIC HT  -          28.758 (meters)      94.35  (feet)  COMP
 CP1404  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CP1404
 CP1404  HORZ ORDER  -  FIRST
 CP1404  VERT ORDER  -  SECOND    CLASS I
 CP1404
 CP1404.The horizontal coordinates were established by classical geodetic methods
 CP1404.and adjusted by the National Geodetic Survey in May 1994..
 CP1404
 CP1404.The orthometric height was determined by differential leveling
 CP1404.and adjusted by the National Geodetic Survey in June 1991..
 CP1404
 CP1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1404
 CP1404.The geoid height was determined by GEOID03.
 CP1404
 CP1404.The dynamic height is computed by dividing the NAVD 88
 CP1404.geopotential number by the normal gravity value computed on the
 CP1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1404.degrees latitude (g = 980.6199 gals.).
 CP1404
 CP1404.The modeled gravity was interpolated from observed gravity values.
 CP1404
 CP1404;                    North         East     Units Scale Factor Converg.
 CP1404;SPC LA N     -   218,079.424 1,094,765.339   MT  0.99995988   +0 31 58.6
 CP1404;SPC LA N     -   715,482.24  3,591,742.62   sFT  0.99995988   +0 31 58.6
 CP1404;UTM  15      - 3,592,746.158   641,728.456   MT  0.99984770   +0 48 34.5
 CP1404
 CP1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1404!SPC LA N     -   0.99999960  x   0.99995988  =   0.99995948
 CP1404!UTM  15      -   0.99999960  x   0.99984770  =   0.99984730
 CP1404
 CP1404|---------------------------------------------------------------------|
 CP1404| PID    Reference Object                     Distance      Geod. Az  |
 CP1404|                                                           dddmmss.s |
 CP1404| CY4241 DELHI RM 3                           57.458 METERS 02931     |
 CP1404| CY4240 DELHI AZ MK                                        0951920.2 |
 CP1404| CP1403 DELHI RM 1                           43.220 METERS 10430     |
 CP1404| CS7236 DELHI RM 5                           25.634 METERS 16209     |
 CP1404| CP2961 DELHI MUNICIPAL TANK                APPROX. 0.8 KM 1815538.6 |
 CP1404| CP2965 DELHI RM 4                           29.957 METERS 32750     |
 CP1404| CP1405 DELHI RM 2                                         34945     |
 CP1404|---------------------------------------------------------------------|
 CP1404
 CP1404                          SUPERSEDED SURVEY CONTROL
 CP1404
 CP1404  NAD 83(1992)-  32 27 46.38956(N)    091 29 31.08263(W) AD(       ) 1
 CP1404  NAD 83(1986)-  32 27 46.39812(N)    091 29 31.07693(W) AD(       ) 1
 CP1404  NAD 27      -  32 27 45.88700(N)    091 29 30.65300(W) AD(       ) 1
 CP1404  NGVD 29 (07/19/86)   28.87   (m)           94.7    (f) LEVELING    3  
 CP1404
 CP1404.Superseded values are not recommended for survey control.
 CP1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1404.See file dsdata.txt to determine how the superseded data were derived.
 CP1404
 CP1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4172892746(NAD 83)
 CP1404_MARKER: DS = TRIANGULATION STATION DISK
 CP1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1404_SP_SET: CONCRETE POST
 CP1404_STAMPING: DELHI 1931
 CP1404_MARK LOGO: CGS   
 CP1404_PROJECTION: RECESSED 10 CENTIMETERS
 CP1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1404+STABILITY: SURFACE MOTION
 CP1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1404+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1984
 CP1404
 CP1404  HISTORY     - Date     Condition        Report By
 CP1404  HISTORY     - 1931     MONUMENTED       CGS
 CP1404  HISTORY     - 1934     GOOD             DOD
 CP1404  HISTORY     - 1936     GOOD             LAGS
 CP1404  HISTORY     - 1956     SEE DESCRIPTION  CGS
 CP1404  HISTORY     - 1966     MARK NOT FOUND   CGS
 CP1404  HISTORY     - 1968     GOOD             CGS
 CP1404  HISTORY     - 1968     MARK NOT FOUND   CGS
 CP1404  HISTORY     - 1970     GOOD             NGS
 CP1404  HISTORY     - 19840711 GOOD             NGS
 CP1404  HISTORY     - 1985     GOOD             LADTD
 CP1404
 CP1404                          STATION DESCRIPTION
 CP1404
 CP1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CP1404'STATION IS IN THE SW CORNER OF SCHOOL GROUNDS OF DELHI,
 CP1404'ABOUT 50 METERS (164 FEET) E OF HIGHWAY 16, 54.9 METERS
 CP1404'(180 FEET) S BY W OF SW CORNER OF SCHOOLHOUSE, 25.1 METERS
 CP1404'(82 FEET) E OF NE CORNER OF SMALL BRICK LIBRARY, 1 METER
 CP1404'(3 FEET) S OF CONTINUATION TO EASTWARD OF N SIDE OF LIBRARY AND
 CP1404'23.4 METERS (77 FEET) NW OF 3-FOOT OAK IN CENTER OF GRAVEL
 CP1404'DRIVEWAY.
 CP1404'
 CP1404'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP1404'DISKS SET IN CONCRETE.
 CP1404'UPPER MARK IS FLUSH WITH SURFACE.
 CP1404'
 CP1404'REFERENCE MARK NO. 1 IS 5 METERS (16 FEET) N OF ROAD, 26.4
 CP1404'METERS (87 FEET) E BY N OF 3-FOOT OAK TREE, AND 43.22 METERS
 CP1404'(141.8 FEET) FROM STATION IN AZIMUTH 284 DEG 30 MIN.
 CP1404'
 CP1404'REFERENCE MARK NO. 2 IS IN THE NW CORNER OF THE SCHOOL GROUNDS,
 CP1404'ABOUT 15 METERS (49 FEET) E OF ROUTE 16, AND 170 METERS
 CP1404'(558 FEET) FROM STATION IN AZIMUTH 169 DEG 45 MIN 32 SEC.
 CP1404
 CP1404                          STATION RECOVERY (1934)
 CP1404
 CP1404'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1934
 CP1404'IN DELHI.
 CP1404'P.B.M. IS A BRONZE TABLET SET IN CONCRETE BLOCK LOCATED IN THE
 CP1404'SOUTHWEST CORNER OF SCHOOL GROUNDS OF DELHI, MADISON PARISH, LA., 164
 CP1404'FEET EAST OF STATE HIGHWAY NO. 16, 180 FEET SOUTHWEST OF S.W. CORNER
 CP1404'OF SCHOOL HOUSE.  82 FEET EAST OF N.E. CORNER OF SMALL BRICK LIBRARY.
 CP1404'3 FEET SOUTH OF CONTINUATION OF THE EASTWARD OF NORTH SIDE OF LIBRARY.
 CP1404'77 FEET NORTHWEST OF 3 FOOT OAK TREE IN CENTER OF GRAVEL DRIVEWAY.
 CP1404
 CP1404                          STATION RECOVERY (1936)
 CP1404
 CP1404'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP1404'ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CP1404
 CP1404                          STATION RECOVERY (1956)
 CP1404
 CP1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GW)
 CP1404'PARKING LOT NOW BUILT OVER VICINITY OF MARKS.
 CP1404'
 CP1404'AZIMUTH OF REFERENCE MARKS APPEARS TO BE 180 DEGREES FROM THAT
 CP1404'SHOWN IN PUBLISHED DESCRIPTIONS.
 CP1404
 CP1404                          STATION RECOVERY (1966)
 CP1404
 CP1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 CP1404'THE STATION MARK AND BOTH REFERENCE MARKS WERE SEARCHED FOR
 CP1404'BUT NOT RECOVERED.  ALL THREE MARKS ARE BELIEVED TO HAVE BEEN
 CP1404'DESTROYED.
 CP1404
 CP1404                          STATION RECOVERY (1968)
 CP1404
 CP1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JGC)
 CP1404'THE STATION MARK, RM 1, AND RM 2 WERE SEARCHED FOR BUT NOT
 CP1404'RECOVERED.  THESE MARKS WERE ALSO SEARCHED FOR BUT NOT RECOVERED IN
 CP1404'MAY, 1966.
 CP1404'
 CP1404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DELHI.
 CP1404
 CP1404                          STATION RECOVERY (1968)
 CP1404
 CP1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CP1404'MARK NOT FOUND.
 CP1404
 CP1404                          STATION RECOVERY (1970)
 CP1404
 CP1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP1404'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CP1404'ALL OTHER MARKS WERE SEARCHED FOR AND THOUGHT TO BE DESTROYED.
 CP1404'REFERENCE MARK 3, REFERENCE MARK 4 AND A NEW AZIMUTH MARK
 CP1404'WERE ESTABLISHED AT THIS TIME.  DUE TO THE CHANGES A NEW
 CP1404'DESCRIPTION FOLLOWS.
 CP1404'
 CP1404'THE STATION IS LOCATED IN THE NORTH PART OF DELHI, IN A
 CP1404'PARKING AREA ON THE SCHOOL GROUNDS OF DELHI HIGH SCHOOL IN
 CP1404'SECTION 18, T 17 N, R 10 E.  THE PRINCIPAL OF THE SCHOOL,
 CP1404'MR. CARLTON JOHNSON WAS CONTACTED.
 CP1404'
 CP1404'TO REACH THE STATION FROM THE POST OFFICE IN DELHI, GO EAST ON
 CP1404'OAK STREET FOR 0.05 MILE TO JUNCTION OF FIRST STREET.  TURN
 CP1404'LEFT AND GO NORTH ON FIRST STREET FOR 0.05 MILE, CROSSING
 CP1404'RAIL ROAD TRACKS, TO JUNCTION OF U.S. HIGHWAY 80.  TURN RIGHT
 CP1404'AND GO EAST ON U.S. HIGHWAY 80 FOR 0.1 MILE TO THE JUNCTION
 CP1404'OF STATE HIGHWAY 17.  TURN LEFT AND GO NORTH ON STATE HIGHWAY
 CP1404'17 FOR 0.35 MILE TO THE STATION ON THE RIGHT IN THE SCHOOL
 CP1404'PARKING AREA.
 CP1404'
 CP1404'THE STATION MARKS ARE STANDARD DISKS STAMPED DELHI 1931.
 CP1404'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH SQUARE
 CP1404'CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND SURFACE.
 CP1404'IT IS 141 FEET EAST OF THE CENTER OF STATE HIGHWAY 17, 68
 CP1404'FEET WEST OF THE SOUTHWEST CORNER OF THE GYMNASIUM AND 45
 CP1404'FEET NORTH OF THE CENTER OF COLLEGE STREET.  THE UNDERGROUND
 CP1404'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CP1404'42 INCHES BELOW THE GROUND SURFACE.
 CP1404'
 CP1404'REFERENCE MARK 3, A STANDARD DISK STAMPED DELHI NO 3 1931
 CP1404'1970, CEMENTED IN A DRILL HOLE IN A CONCRETE STEP AT THE SOUTH
 CP1404'ENTRANCE TO THE MAIN SCHOOL BUILDING.  IT IS 32 FEET EAST OF THE
 CP1404'SOUTHWEST CORNER OF THE SCHOOL BUILDING AND 5 FEET SOUTHEAST
 CP1404'OF THE CENTER OF THE DOORS AT THE SOUTH ENTRANCE TO THE MAIN
 CP1404'BUILDING.
 CP1404'
 CP1404'REFERENCE MARK 4, A STANDARD DISK STAMPED DELHI NO 4 1931
 CP1404'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP1404'THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 128 FEET
 CP1404'NORTH OF COLLEGE STREET, 121 FEET WEST OF THE NORTHWEST CORNER
 CP1404'OF THE GYMNASIUM AND 88 FEET EAST OF THE CENTER OF STATE
 CP1404'HIGHWAY 17.  THERE IS AN UNDERGROUND DISK THE SAME AS THE
 CP1404'SURFACE DISK, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE,
 CP1404'42 INCHES BELOW THE GROUND SURFACE.
 CP1404'
 CP1404'AZIMUTH MARK, A STANDARD DISK STAMPED DELHI 1931 1970, IS
 CP1404'CEMENTED IN A DRILL HOLE IN THE CENTER OF A CONCRETE WALKWAY
 CP1404'TO THE RESIDENCE AT 310 COLLEGE STREET.  IT IS 65 FEET NORTHWEST
 CP1404'OF THE NORTHEAST CORNER OF THE FRAME HOUSE, 32 FEET SOUTHWEST
 CP1404'OF THE INTERSECTION OF CENTER STREET AND COLLEGE STREET AND 29
 CP1404'SOUTH OF THE CENTER OF COLLEGE STREET.
 CP1404'
 CP1404'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP1404'
 CP1404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH
 CP1404'CENTRAL PART OF DELHI.
 CP1404
 CP1404                          STATION RECOVERY (1984)
 CP1404
 CP1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 CP1404'THE SURFACE STATION MARK, REFERENCE MARK NO 4 AND THE AZIMUTH MARK
 CP1404'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO 3 WAS
 CP1404'DESTROYED WHEN A NEW SIDEWALK WAS BUILT AT THE AREA OF THE MARK.  THE
 CP1404'DISTANCE AND ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO 4
 CP1404'CHECKED WITH THE 1970 DATA.  THIS DATE REFERENCE MARK NO 5 WAS
 CP1404'ESTABLISHED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION FOR THE NEW
 CP1404'REFERENCE MARK SET THIS DATE.
 CP1404' 
 CP1404'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--DELHI 1931 NO 5
 CP1404'1984--, SET INTO THE TOP OF A CONCRETE MONUMENT FLUSH WITH GROUND
 CP1404'LOCATED 81 FT (24.7 M) SW FROM THE SOUTHWEST CORNER OF THE DELHI HIGH
 CP1404'SCHOOL GYM, 34.5 FT (10.5 M) S FROM THE CENTER OF COLLEGE STREET, 25
 CP1404'FT (7.6 M) E FROM THE NORTHEAST CORNER OF THE DELHI ELEMENTARY SCHOOL,
 CP1404'AND 8 FT (2.4 M) ESE FROM A POWER POLE WITH SECURITY LIGHT ATTACHED.
 CP1404
 CP1404                          STATION RECOVERY (1985)
 CP1404
 CP1404'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP1404'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 1.29 KM
 CP1404'(0.8 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE IN DELHI TO
 CP1404'THE STATION MARK SET ON THE EAST SIDE OF THE HIGHWAY AT THE DELHI
 CP1404'HIGH SCHOOL AT THE SOUTHWEST END OF THE SCHOOL JUST WEST OF A
 CP1404'SIDEWALK, 42.7 METERS (140 FEET) EAST OF STATE HIGHWAY 17, 14.3
 CP1404'METERS (47 FEET) NORTH OF THE CENTERLINE OF COLLEGE STREET AND 13.4
 CP1404'METERS (44 FEET) WEST OF THE SOUTHWEST CORNER OF THE DELHI HIGH
 CP1404'SCHOOL GYM.
 CP1404'THE MARK IS 1.07 METERS  W FROM  A CONCRETE SIDEWALK
 CP1404'THE MARK IS ABOVE LEVEL WITH COLLEGE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2964 ***********************************************************************
 CP2964  DESIGNATION -  DELHI AT T MICROWAVE KGP 65
 CP2964  PID         -  CP2964
 CP2964  STATE/COUNTY-  LA/MADISON
 CP2964  USGS QUAD   -  DELHI (1986)
 CP2964
 CP2964                         *CURRENT SURVEY CONTROL
 CP2964  ___________________________________________________________________
 CP2964* NAD 83(1992)-  32 26 56.59946(N)    091 27 16.17490(W)     ADJUSTED  
 CP2964* NAVD 88     -                                                        
 CP2964  ___________________________________________________________________
 CP2964  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CP2964  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP2964
 CP2964  HORZ ORDER  -  THIRD
 CP2964
 CP2964.The horizontal coordinates were established by classical geodetic methods
 CP2964.and adjusted by the National Geodetic Survey in May 1994..
 CP2964
 CP2964
 CP2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2964
 CP2964.The geoid height was determined by GEOID03.
 CP2964
 CP2964;                    North         East     Units Scale Factor Converg.
 CP2964;SPC LA N     -   216,579.300 1,098,303.018   MT  0.99995762   +0 33 09.9
 CP2964;SPC LA N     -   710,560.59  3,603,349.15   sFT  0.99995762   +0 33 09.9
 CP2964;UTM  15      - 3,591,263.288   645,272.964   MT  0.99986025   +0 49 45.8
 CP2964
 CP2964                          SUPERSEDED SURVEY CONTROL
 CP2964
 CP2964  NAD 83(1992)-  32 26 56.60343(N)    091 27 16.17382(W) AD(       ) 4
 CP2964  NAD 83(1986)-  32 26 56.61255(N)    091 27 16.17196(W) AD(       ) 4
 CP2964  NAD 27      -  32 26 56.09968(N)    091 27 15.75080(W) AD(       ) 3
 CP2964
 CP2964.Superseded values are not recommended for survey control.
 CP2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2964.See file dsdata.txt to determine how the superseded data were derived.
 CP2964
 CP2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4527391263(NAD 83)
 CP2964_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 CP2964
 CP2964  HISTORY     - Date     Condition        Report By
 CP2964  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2964  HISTORY     - 1983     GOOD             LADTD
 CP2964
 CP2964                          STATION DESCRIPTION
 CP2964
 CP2964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2964'THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE IS
 CP2964'LOCATED ABOUT 2-1/2 MILES EAST OF DELHI AND 1/2 MILE SOUTH OF
 CP2964'U.S. HIGHWAY 80 ON THE EAST SIDE OF JOES BAYOU.
 CP2964'
 CP2964'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 CP2964'RED AND WHITE, FOUR HORN-TYPE ANTENNAE AT THE TOP, 288 FEET
 CP2964'HIGH AND HAS A FLASHING RED LIGHT AT THE TOP.
 CP2964'
 CP2964'POINT INTERSECTED WAS THE LIGHT ON THE TOP.
 CP2964
 CP2964                          STATION RECOVERY (1983)
 CP2964
 CP2964'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2964'THE 1970 DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.  THE TOWER
 CP2964'WAS EXTENDED ABOUT 100 FEET IN 1983.  POINT INTERSECTION THIS DATE WAS
 CP2964'THE LIGHT ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0603 ***********************************************************************
 BW0603  DESIGNATION -  DELHI BOLT
 BW0603  PID         -  BW0603
 BW0603  STATE/COUNTY-  LA/CONCORDIA
 BW0603  USGS QUAD   -  SPOKANE (1976)
 BW0603
 BW0603                         *CURRENT SURVEY CONTROL
 BW0603  ___________________________________________________________________
 BW0603* NAD 83(1986)-  31 42 33.     (N)    091 24 48.     (W)     SCALED    
 BW0603* NAVD 88     -        19.46   (+/-2cm)      63.8    (feet)  VERTCON   
 BW0603  ___________________________________________________________________
 BW0603  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0603
 BW0603  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0603
 BW0603.The horizontal coordinates were scaled from a topographic map and have
 BW0603.an estimated accuracy of +/- 6 seconds.
 BW0603
 BW0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0603.The vertical order pertains to the NGVD 29 superseded value.
 BW0603
 BW0603.The geoid height was determined by GEOID03.
 BW0603
 BW0603;                    North         East    Units  Estimated Accuracy
 BW0603;SPC LA N     -   134,580.    1,103,000.      MT  (+/- 180 meters Scaled)
 BW0603
 BW0603                          SUPERSEDED SURVEY CONTROL
 BW0603
 BW0603  NGVD 29 (??/??/92)   19.47   (m)           63.9    (f) COMPUTED    1 2
 BW0603
 BW0603.Superseded values are not recommended for survey control.
 BW0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0603.See file dsdata.txt to determine how the superseded data were derived.
 BW0603
 BW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR503092(NAD 83)
 BW0603_MARKER: B = BOLT
 BW0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0603_SP_SET: TILE
 BW0603_STAMPING: B. M. DELHI
 BW0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0603
 BW0603  HISTORY     - Date     Condition        Report By
 BW0603  HISTORY     - UNK      MONUMENTED       DOD
 BW0603  HISTORY     - 1938     GOOD             NGS
 BW0603
 BW0603                          STATION DESCRIPTION
 BW0603
 BW0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0603'7.50 MI S FROM WATER PROOF.
 BW0603'B. M. IS TILE AND IRON PIPE ON RIGHT BANK OF MISS. RIVER IN CONCORDIA
 BW0603'PARISH LA., ABOUT 1-3/8 MILES UPSTREAM FROM GIBSON LDG., 2-1/2 MILES
 BW0603'DOWNSTREAM FROM LARGENT LDG., AND ON THE DELHI PLANTATION.  130.5
 BW0603'METERS LANDWARD FROM CENTERLINE OF LEVEE.  95.1 METERS LANDSIDE OF
 BW0603'ROAD RUNNING ALONG TOE OF LEVEE.  3 METERS LANDSIDE OF ROAD (DIRT) ON
 BW0603'THE LANDSIDE OF THE OLD BORROW PIT WHICH RUNS PARALLEL TO LEVEE AND IN
 BW0603'FRONT OF CABINS.  136.8 METERS LANDSIDE AND DOWNSTREAM FROM THE DELHI
 BW0603'PLANTATION HOUSE 1 METER OUTSIDE OF A RECTANGLE SHAPED GARDEN FENCE
 BW0603'WHICH IS RIVERSIDE OF THE FIRST CABIN DOWNSTREAM FROM THE PLANTATION
 BW0603'HOME.  14.5 METERS UPSTREAM FROM THE LOWER COR. 7.9 METERS DOWNSTREAM
 BW0603'FROM THE COR. OF GARDEN.  TOP OF MARK IS 14 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0602 ***********************************************************************
 BW0602  DESIGNATION -  DELHI CAP
 BW0602  PID         -  BW0602
 BW0602  STATE/COUNTY-  LA/CONCORDIA
 BW0602  USGS QUAD   -  SPOKANE (1976)
 BW0602
 BW0602                         *CURRENT SURVEY CONTROL
 BW0602  ___________________________________________________________________
 BW0602* NAD 83(1986)-  31 42 33.     (N)    091 24 48.     (W)     SCALED    
 BW0602* NAVD 88     -        20.71   (+/-2cm)      67.9    (feet)  VERTCON   
 BW0602  ___________________________________________________________________
 BW0602  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0602
 BW0602  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0602
 BW0602.The horizontal coordinates were scaled from a topographic map and have
 BW0602.an estimated accuracy of +/- 6 seconds.
 BW0602
 BW0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0602.The vertical order pertains to the NGVD 29 superseded value.
 BW0602
 BW0602.The geoid height was determined by GEOID03.
 BW0602
 BW0602;                    North         East    Units  Estimated Accuracy
 BW0602;SPC LA N     -   134,580.    1,103,000.      MT  (+/- 180 meters Scaled)
 BW0602
 BW0602                          SUPERSEDED SURVEY CONTROL
 BW0602
 BW0602  NGVD 29 (??/??/92)   20.713  (m)           67.96   (f) ADJ UNCH    1 2
 BW0602
 BW0602.Superseded values are not recommended for survey control.
 BW0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0602.See file dsdata.txt to determine how the superseded data were derived.
 BW0602
 BW0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR503092(NAD 83)
 BW0602_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0602_STAMPING: B. M. DELHI
 BW0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0602
 BW0602  HISTORY     - Date     Condition        Report By
 BW0602  HISTORY     - UNK      MONUMENTED       DOD
 BW0602  HISTORY     - 1938     GOOD             NGS
 BW0602
 BW0602                          STATION DESCRIPTION
 BW0602
 BW0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0602'7.50 MI S FROM WATER PROOF.
 BW0602'B. M. IS TILE AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF MISS.
 BW0602'RIVER IN CONCORDIA PARISH LA., ABOUT 1-3/8 MILES UPSTREAM FROM GIBSON
 BW0602'LDG., 2-1/2 MILES DOWNSTREAM FROM LARGENT LDG., AND ON THE DELHI
 BW0602'PLANTATION.  130.5 METERS LANDWARD FROM CENTERLINE OF LEVEE.  95.1
 BW0602'METERS LANDSIDE OF ROAD RUNNING ALONG TOE OF LEVEE.  3 METERS LANDSIDE
 BW0602'OF ROAD (DIRT) ON THE LANDSIDE OF THE OLD BORROW PIT WHICH RUNS
 BW0602'PARALLEL TO LEVEE AND IN FRONT OF CABINS.  136.8 METERS LANDSIDE AND
 BW0602'DOWNSTREAM FROM THE DELHI PLANTATION HOUSE 1 METER OUTSIDE OF A
 BW0602'RECTANGLE SHAPED GARDEN FENCE WHICH IS RIVERSIDE OF THE FIRST CABIN
 BW0602'DOWNSTREAM FROM THE PLANTATION HOME.  14.5 METERS UPSTREAM FROM THE
 BW0602'LOWER COR. 7.9 METERS DOWNSTREAM FROM THE COR. OF GARDEN.  TOP OF MARK
 BW0602'IS 14 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2973 ***********************************************************************
 CP2973  DESIGNATION -  DELHI LA PWR AND LT RAD KLY 85
 CP2973  PID         -  CP2973
 CP2973  STATE/COUNTY-  LA/RICHLAND
 CP2973  USGS QUAD   -  DUNN (1987)
 CP2973
 CP2973                         *CURRENT SURVEY CONTROL
 CP2973  ___________________________________________________________________
 CP2973* NAD 83(1992)-  32 27 38.42219(N)    091 30 52.88975(W)     ADJUSTED  
 CP2973* NAVD 88     -                                                        
 CP2973  ___________________________________________________________________
 CP2973  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CP2973  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP2973
 CP2973  HORZ ORDER  -  THIRD
 CP2973
 CP2973.The horizontal coordinates were established by classical geodetic methods
 CP2973.and adjusted by the National Geodetic Survey in May 1994..
 CP2973
 CP2973
 CP2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2973
 CP2973.The geoid height was determined by GEOID03.
 CP2973
 CP2973;                    North         East     Units Scale Factor Converg.
 CP2973;SPC LA N     -   217,814.472 1,092,631.340   MT  0.99995951   +0 31 15.4
 CP2973;SPC LA N     -   714,612.98  3,584,741.32   sFT  0.99995951   +0 31 15.4
 CP2973;UTM  15      - 3,592,470.942   639,596.006   MT  0.99984030   +0 47 50.4
 CP2973
 CP2973                          SUPERSEDED SURVEY CONTROL
 CP2973
 CP2973  NAD 83(1992)-  32 27 38.42503(N)    091 30 52.88904(W) AD(       ) 4
 CP2973  NAD 83(1986)-  32 27 38.43373(N)    091 30 52.88343(W) AD(       ) 4
 CP2973  NAD 27      -  32 27 37.92150(N)    091 30 52.45801(W) AD(       ) 3
 CP2973
 CP2973.Superseded values are not recommended for survey control.
 CP2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2973.See file dsdata.txt to determine how the superseded data were derived.
 CP2973
 CP2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3959692471(NAD 83)
 CP2973_MARKER: 45 = MICROWAVE TOWER
 CP2973
 CP2973  HISTORY     - Date     Condition        Report By
 CP2973  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2973  HISTORY     - 1983     GOOD             LADTD
 CP2973
 CP2973                          STATION DESCRIPTION
 CP2973
 CP2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2973'THE LOUISIANA POWER AND LIGHT COMPANY MICROWAVE IS LOCATED ON
 CP2973'THE NORTH SIDE OF U.S. HIGHWAY 80 ABOUT 1-1/2 MILES WEST OF DELHI.
 CP2973'
 CP2973'IT IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN
 CP2973'CROSSECTION, PAINTED ALTERNATELY RED AND WHITE WITH A
 CP2973'FLASHING RED LIGHT AT THE TOP.  THERE ARE FOUR ROUND ANTENNAE
 CP2973'ON THE MAST.  TWO AT THE TOP AND TWO SEVERAL FEET BELOW THE TOP.
 CP2973'
 CP2973'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CP2973'HIGHWAY 17 IN DELHI GO WESTERLY ON HIGHWAY 80 FOR 1.3 MILES TO
 CP2973'THE MAST ON THE RIGHT.
 CP2973'
 CP2973'OVERALL HEIGHT OF THE MICROWAVE TOWER IS 250 FEET.
 CP2973'
 CP2973'POINT INTERSECTED WAS THE LIGHT ATOP OF THE TOWER.
 CP2973
 CP2973                          STATION RECOVERY (1983)
 CP2973
 CP2973'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2973'RECOVERED AS PREVIOUSLY DESCRIBED IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2961 ***********************************************************************
 CP2961  DESIGNATION -  DELHI MUNICIPAL TANK
 CP2961  PID         -  CP2961
 CP2961  STATE/COUNTY-  LA/RICHLAND
 CP2961  USGS QUAD   -  DELHI (1986)
 CP2961
 CP2961                         *CURRENT SURVEY CONTROL
 CP2961  ___________________________________________________________________
 CP2961* NAD 83(1992)-  32 27 21.94251(N)    091 29 32.05349(W)     ADJUSTED  
 CP2961* NAVD 88     -                                                        
 CP2961  ___________________________________________________________________
 CP2961  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CP2961  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP2961
 CP2961  HORZ ORDER  -  THIRD
 CP2961
 CP2961.The horizontal coordinates were established by classical geodetic methods
 CP2961.and adjusted by the National Geodetic Survey in May 1994..
 CP2961
 CP2961
 CP2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2961
 CP2961.The geoid height was determined by GEOID03.
 CP2961
 CP2961;                    North         East     Units Scale Factor Converg.
 CP2961;SPC LA N     -   217,326.284 1,094,747.006   MT  0.99995876   +0 31 58.1
 CP2961;SPC LA N     -   713,011.32  3,591,682.47   sFT  0.99995876   +0 31 58.1
 CP2961;UTM  15      - 3,591,993.023   641,713.759   MT  0.99984765   +0 48 33.4
 CP2961
 CP2961                          SUPERSEDED SURVEY CONTROL
 CP2961
 CP2961  NAD 83(1992)-  32 27 21.94548(N)    091 29 32.05273(W) AD(       ) 4
 CP2961  NAD 83(1986)-  32 27 21.95451(N)    091 29 32.04725(W) AD(       ) 4
 CP2961  NAD 27      -  32 27 21.44192(N)    091 29 31.62497(W) AD(       ) 3
 CP2961
 CP2961.Superseded values are not recommended for survey control.
 CP2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2961.See file dsdata.txt to determine how the superseded data were derived.
 CP2961
 CP2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4171491993(NAD 83)
 CP2961_MARKER: 51 = TANK
 CP2961
 CP2961  HISTORY     - Date     Condition        Report By
 CP2961  HISTORY     - 1931     FIRST OBSERVED   CGS
 CP2961  HISTORY     - 1970     GOOD             NGS
 CP2961
 CP2961                          STATION DESCRIPTION
 CP2961
 CP2961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2961'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2965 ***********************************************************************
 CP2965  DESIGNATION -  DELHI RM 4
 CP2965  PID         -  CP2965
 CP2965  STATE/COUNTY-  LA/RICHLAND
 CP2965  USGS QUAD   -  DELHI (1986)
 CP2965
 CP2965                         *CURRENT SURVEY CONTROL
 CP2965  ___________________________________________________________________
 CP2965* NAD 83(1992)-  32 27 47.20946(N)    091 29 31.69398(W)     ADJUSTED  
 CP2965* NAVD 88     -        28.78   (+/-2cm)      94.4    (feet)  VERTCON   
 CP2965  ___________________________________________________________________
 CP2965  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CP2965  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2965
 CP2965  HORZ ORDER  -  SECOND
 CP2965  VERT ORDER  -  THIRD ? (See Below)
 CP2965
 CP2965.The horizontal coordinates were established by classical geodetic methods
 CP2965.and adjusted by the National Geodetic Survey in May 1994..
 CP2965
 CP2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2965.The vertical order pertains to the NGVD 29 superseded value.
 CP2965
 CP2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2965
 CP2965.The geoid height was determined by GEOID03.
 CP2965
 CP2965;                    North         East     Units Scale Factor Converg.
 CP2965;SPC LA N     -   218,104.633 1,094,749.157   MT  0.99995992   +0 31 58.3
 CP2965;SPC LA N     -   715,564.95  3,591,689.53   sFT  0.99995992   +0 31 58.3
 CP2965;UTM  15      - 3,592,771.286   641,712.153   MT  0.99984764   +0 48 34.2
 CP2965
 CP2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2965!SPC LA N     -   0.99999960  x   0.99995992  =   0.99995952
 CP2965!UTM  15      -   0.99999960  x   0.99984764  =   0.99984724
 CP2965
 CP2965|---------------------------------------------------------------------|
 CP2965| PID    Reference Object                     Distance      Geod. Az  |
 CP2965|                                                           dddmmss.s |
 CP2965| CY4241 DELHI RM 3                           50.655 METERS 06055     |
 CP2965| CY4240 DELHI AZ MK                                        0994628.0 |
 CP2965| CP1404 DELHI                                29.957 METERS 14750     |
 CP2965|---------------------------------------------------------------------|
 CP2965
 CP2965                          SUPERSEDED SURVEY CONTROL
 CP2965
 CP2965  NAD 83(1992)-  32 27 47.21280(N)    091 29 31.69332(W) AD(       ) 2
 CP2965  NAD 83(1986)-  32 27 47.22164(N)    091 29 31.68782(W) AD(       ) 2
 CP2965  NAD 27      -  32 27 46.71027(N)    091 29 31.26366(W) AD(       ) 2
 CP2965  NGVD 29 (07/19/86)   28.81   (m)           94.5    (f) LEVELING    3  
 CP2965
 CP2965.Superseded values are not recommended for survey control.
 CP2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2965.See file dsdata.txt to determine how the superseded data were derived.
 CP2965
 CP2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4171292771(NAD 83)
 CP2965_MARKER: DR = REFERENCE MARK DISK
 CP2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2965
 CP2965  HISTORY     - Date     Condition        Report By
 CP2965  HISTORY     - 1970     MONUMENTED       NGS
 CP2965
 CP2965                          STATION DESCRIPTION
 CP2965
 CP2965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2965'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF DELHI,
 CP2965'ON THE DELHI HIGH SCHOOL GROUNDS IN SECTION 18, T 17 N, R 10
 CP2965'E.  THE PRINCIPAL OF THE SCHOOL, MR. CARLTON JOHNSON WAS
 CP2965'CONTACTED.
 CP2965'
 CP2965'TO REACH THE STATION FROM THE POST OFFICE IN DELHI, GO
 CP2965'EAST ON OAK STREET FOR 0.05 MILE TO THE JUNCTION OF OAK STREET
 CP2965'AND FIRST STREET.  TURN LEFT AND GO NORTH ON FIRST STREET
 CP2965'FOR 0.05 MILE, CROSSING RAIL ROAD TRACKS, TO U.S. HIGHWAY
 CP2965'80.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 80 FOR 0.1 MILE
 CP2965'TO THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 17.  TURN
 CP2965'LEFT AND GO NORTH ON STATE HIGHWAY 17 FOR 0.35 MILE TO THE
 CP2965'STATION ON THE RIGHT AS DESCRIBED.
 CP2965'
 CP2965'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 CP2965'COLLEGE STREET FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2965'
 CP2965'THE STATION IS A STANDARD REFERENCE MARK STAMPED DELHI
 CP2965'NO 4 1931 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2965'CONCRETE MONUMENT 2 INCHES BELOW THE GROUND SURFACE.  IT IS
 CP2965'128 FEET NORTH OF COLLEGE STREET, 121 FEET WEST OF THE
 CP2965'NORTHWEST CORNER OF THE GYMNASIUM AND 88 FEET EAST OF STATE
 CP2965'HIGHWAY 17.  THE UNDERGROUND DISK IS SET IN THE TOP OF OF AN
 CP2965'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP2965'
 CP2965'DELHI 1931 IS A STANDARD STATION MARK DISK STAMPED DELHI 1931,
 CP2965'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 CP2965'4 INCHES BELOW THE GROUND SURFACE IN A PARKING AREA.
 CP2965'IT IS 141 FEET EAST OF THE CENTER OF STATE HIGHWAY
 CP2965'17, 68 FEET WEST OF THE SOUTHWEST CORNER OF THE GYMNASIUM
 CP2965'AND 45 FEET NORTH OF COLLEGE STREET.
 CP2965'
 CP2965'REFERENCE MARK 3, A STANDARD DISK STAMPED DELHI NO 3 1931
 CP2965'1970, IS CEMENTED IN A DRILL HOLE IN A STEP AT THE SOUTH
 CP2965'ENTRANCE TO THE MAIN SCHOOL BUILDING.  IT IS 32 FEET EAST OF THE
 CP2965'SOUTHWEST CORNER OF THE MAIN SCHOOL BUILDING AND 5 FEET
 CP2965'SOUTHEAST OF THE CENTER OF THE DOORS, ENTRANCE TO THE BUILDING.
 CP2965'
 CP2965'THE AZIMUTH MARK, A STANDARD DISK STAMPED DELHI 1931 1970, IS
 CP2965'CEMENTED IN A DRILL HOLE IN THE CENTER OF A CONCRETE WALKWAY
 CP2965'TO RESIDENCE AT 310 COLLEGE STREET.  IT IS 65 FEET NORTHWEST
 CP2965'OF THE NORTHEAST CORNER OF THE FRAME HOUSE, 32 FEET SOUTHWEST
 CP2965'OF THE INTERSECTION OF CENTER STREET AND COLLEGE STREET AND
 CP2965'29 FEET SOUTH OF THE CENTER OF COLLEGE STREET.
 CP2965'
 CP2965'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2970 ***********************************************************************
 CP2970  DESIGNATION -  DELHI UNION COMP CO TANK
 CP2970  PID         -  CP2970
 CP2970  STATE/COUNTY-  LA/RICHLAND
 CP2970  USGS QUAD   -  DUNN (1987)
 CP2970
 CP2970                         *CURRENT SURVEY CONTROL
 CP2970  ___________________________________________________________________
 CP2970* NAD 83(1992)-  32 27 31.96313(N)    091 30 02.39309(W)     ADJUSTED  
 CP2970* NAVD 88     -                                                        
 CP2970  ___________________________________________________________________
 CP2970  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CP2970  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2970
 CP2970  HORZ ORDER  -  THIRD
 CP2970
 CP2970.The horizontal coordinates were established by classical geodetic methods
 CP2970.and adjusted by the National Geodetic Survey in May 1994..
 CP2970
 CP2970
 CP2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2970
 CP2970.The geoid height was determined by GEOID03.
 CP2970
 CP2970;                    North         East     Units Scale Factor Converg.
 CP2970;SPC LA N     -   217,627.597 1,093,951.837   MT  0.99995922   +0 31 42.1
 CP2970;SPC LA N     -   713,999.87  3,589,073.65   sFT  0.99995922   +0 31 42.1
 CP2970;UTM  15      - 3,592,290.462   640,917.236   MT  0.99984487   +0 48 17.3
 CP2970
 CP2970                          SUPERSEDED SURVEY CONTROL
 CP2970
 CP2970  NAD 83(1992)-  32 27 31.96616(N)    091 30 02.39250(W) AD(       ) 4
 CP2970  NAD 83(1986)-  32 27 31.97519(N)    091 30 02.38700(W) AD(       ) 4
 CP2970  NAD 27      -  32 27 31.46276(N)    091 30 01.96269(W) AD(       ) 3
 CP2970
 CP2970.Superseded values are not recommended for survey control.
 CP2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2970.See file dsdata.txt to determine how the superseded data were derived.
 CP2970
 CP2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4091792290(NAD 83)
 CP2970_MARKER: 53 = ELEVATED TANK
 CP2970
 CP2970  HISTORY     - Date     Condition        Report By
 CP2970  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2970
 CP2970                          STATION DESCRIPTION
 CP2970
 CP2970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2970'THE UNION COMPRESS COMPANY WATER TANK IS LOCATED ON THE WEST
 CP2970'EDGE OF THE GROUNDS OF THE COMPRESS COMPANY IN THE WEST EDGE
 CP2970'OF DELHI AND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 80.
 CP2970'
 CP2970'IT IS A FOUR-LEGGED STEEL STRUCTURE, SILVER IN COLOR WITH AN
 CP2970'OVERALL HEIGHT OF 125 FEET.
 CP2970'
 CP2970'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CP2970'HIGHWAY 17 IN DELHI GO WEST ON HIGHWAY 80 FOR 0.4 MILE TO
 CP2970'THE TANK ON THE RIGHT.
 CP2970'
 CP2970'POINT INTERSECTED WAS BALL ATOP OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4477 ***********************************************************************
 BJ4477  DESIGNATION -  DELIA RESET
 BJ4477  PID         -  BJ4477
 BJ4477  STATE/COUNTY-  LA/ASSUMPTION
 BJ4477  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4477
 BJ4477                         *CURRENT SURVEY CONTROL
 BJ4477  ___________________________________________________________________
 BJ4477* NAD 83(1992)-  30 01 14.13912(N)    090 59 18.38759(W)     ADJUSTED  
 BJ4477* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 BJ4477  **This station is located in a subsidence area (see below).
 BJ4477  ___________________________________________________________________
 BJ4477  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4477  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BJ4477
 BJ4477  HORZ ORDER  -  FIRST
 BJ4477
 BJ4477.The horizontal coordinates were established by classical geodetic methods
 BJ4477.and adjusted by the National Geodetic Survey in January 1993..
 BJ4477
 BJ4477 ** The orthometric height has not been validated since last determined
 BJ4477 ** by differential leveling and should not be used for control purposes.
 BJ4477 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4477 ** area with valid NAVD 88 orthometric heights.
 BJ4477 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4477 ** epoch indicated which incorporates improved geoid heights for the
 BJ4477 ** Southern Louisiana Subsidence area.
 BJ4477 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4477.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4477
 BJ4477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4477
 BJ4477.The geoid height was determined by GEOID03.
 BJ4477
 BJ4477;                    North         East     Units Scale Factor Converg.
 BJ4477;SPC LA S     -   168,599.230 1,033,267.987   MT  0.99992580   +0 10 20.8
 BJ4477;SPC LA S     -   553,145.97  3,389,980.05   sFT  0.99992580   +0 10 20.8
 BJ4477;UTM  15      - 3,322,771.530   693,990.188   MT  1.00006431   +1 00 24.2
 BJ4477
 BJ4477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4477!SPC LA S     -   1.00000391  x   0.99992580  =   0.99992971
 BJ4477!UTM  15      -   1.00000391  x   1.00006431  =   1.00006822
 BJ4477
 BJ4477:                Primary Azimuth Mark                     Grid Az
 BJ4477:SPC LA S     -  DONALDSONVILLE MUNICIPAL TANK            000 26 49.0
 BJ4477:UTM  15      -  DONALDSONVILLE MUNICIPAL TANK            359 36 45.6
 BJ4477
 BJ4477|---------------------------------------------------------------------|
 BJ4477| PID    Reference Object                     Distance      Geod. Az  |
 BJ4477|                                                           dddmmss.s |
 BJ4477| BJ4475 DONALDSONVILLE MUNICIPAL TANK       APPROX. 9.6 KM 0003709.8 |
 BJ4477| BJ4483 LAUDERDALE SUGAR REF TANK           APPROX. 9.8 KM 0400037.7 |
 BJ4477| CW1276 DELIA RM 3                           74.886 METERS 05925     |
 BJ4477| CW1274 DELIA RM 1                           69.775 METERS 06716     |
 BJ4477| AU3194 ST JAMES SUGAR CO OP STACK          APPROX.14.0 KM 1020905.6 |
 BJ4477| AU3228 SUPREME WATER TANK                  APPROX.16.6 KM 1792852.2 |
 BJ4477| AU2327 NAPOLEONVILLE WATER TANK            APPROX. 9.8 KM 1953609.1 |
 BJ4477| AU2326 NAPOLEONVILLE MUNICIPAL TANK        APPROX. 9.8 KM 2002310.6 |
 BJ4477| BJ5094 PAINCOURTVILLE WATER TANK           APPROX. 6.6 KM 2510416.8 |
 BJ4477| CW1278 DELIA RM 5                                         2711200.2 |
 BJ4477| BJ5090 BRICK STACK SQUARE RUINED           APPROX. 4.5 KM 3171315.1 |
 BJ4477| CW1277 DELIA RM 4                           36.466 METERS 34039     |
 BJ4477| CW1275 DELIA RM 2                           35.509 METERS 34940     |
 BJ4477|---------------------------------------------------------------------|
 BJ4477
 BJ4477                          SUPERSEDED SURVEY CONTROL
 BJ4477
 BJ4477  NAD 83(1986)-  30 01 14.15744(N)    090 59 18.38783(W) AD(       ) 1
 BJ4477  NAD 27      -  30 01 13.43413(N)    090 59 18.03245(W) AD(       ) 1
 BJ4477  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 BJ4477
 BJ4477.Superseded values are not recommended for survey control.
 BJ4477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4477.See file dsdata.txt to determine how the superseded data were derived.
 BJ4477
 BJ4477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9399022772(NAD 83)
 BJ4477_MARKER: DS = TRIANGULATION STATION DISK
 BJ4477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4477
 BJ4477  HISTORY     - Date     Condition        Report By
 BJ4477  HISTORY     - 1973     MONUMENTED       NGS
 BJ4477
 BJ4477                          STATION DESCRIPTION
 BJ4477
 BJ4477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4477'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 HAVE BEEN
 BJ4477'DESTROYED.  THE UNDERGROUND MARK WAS LOCATED AND LOWERED
 BJ4477'AT THE REQUEST OF THE LAND OWNER.  REFERENCE MARKS 3, 4 AND
 BJ4477'5 WERE ESTABLISHED AT THIS DATE.  A COMPLETE NEW DESCRIPTION
 BJ4477'FOLLOWS--
 BJ4477'
 BJ4477'THE STATION IS LOCATED ABOUT 9 MILES WEST OF THE MISSISSIPPI
 BJ4477'RIVER, 6 MILES NORTH NORTHEAST OF NAPOLEONVILLE, 6 MILES
 BJ4477'SOUTH OF DONALDSONVILLE, 4 MILES EAST-NORTHEAST OF PAINCOURTVILLE
 BJ4477'AND ON PROPERTY OWNED BY MRS. A.D. ARNOLD, P O BOX 42, BELLE
 BJ4477'ROSE, LOUISIANA, PHONE NUMBER 473-8929.
 BJ4477'
 BJ4477'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ4477'18 AND 308 IN DONALDSONVILLE GO SOUTHWESTERLY ON STATE HIGHWAY
 BJ4477'308 FOR 5.3 MILES TO THE JUNCTION OF STATE HIGHWAY 998 ON
 BJ4477'THE RIGHT.  CONTINUE SOUTHWESTERLY ON STATE HIGHWAY 308 FOR
 BJ4477'1.6 MILES TO A SIDE ROAD LEFT, COSA NATURAL DELIA.  TURN
 BJ4477'LEFT AND GO EASTERLY ON COSA NATURAL DELIA FOR 3.4 MILES
 BJ4477'TO REFERENCE MARK 5 ON THE LEFT.  CONTINUE EASTERLY ON COSA
 BJ4477'NATURAL DELIA FOR 0.3 MILE TO A SIDE ROAD RIGHT AND THE
 BJ4477'STATION ON THE RIGHT.
 BJ4477'
 BJ4477'THE STATION MARK IS A STANDARD DISK STAMPED DELIA 1931 1973,
 BJ4477'SET IN AN IRREGULAR MASS OF CONCRETE THAT IS 20 INCHES BELOW
 BJ4477'THE GROUND SURFACE.  IT IS 121.5 FEET SOUTHEAST OF A POWER
 BJ4477'POLE, 100 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 BJ4477'30 FEET EAST OF THE CENTER OF THE SHELL ROAD.  NO UNDERGROUND
 BJ4477'MARK WAS SET.
 BJ4477'
 BJ4477'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DELIA 1931 NO
 BJ4477'3 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BJ4477'12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 BJ4477'IT IS 15 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 BJ4477'2 FEET SOUTH OF A POWER POLE.
 BJ4477'
 BJ4477'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DELIA 1931 NO
 BJ4477'4 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 BJ4477'IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 BJ4477'IT IS 15 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 BJ4477'2 FEET SOUTH OF A POWER LINE POLE.
 BJ4477'
 BJ4477'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DELIA 1931 NO
 BJ4477'5 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 BJ4477'IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 BJ4477'IT IS 15.5 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND
 BJ4477'2 FEET SOUTH OF A POWER LINE POLE.
 BJ4477'
 BJ4477'THE MEASUREMENTS TO THE REFERENCE MARKS WERE MADE HOLDING
 BJ4477'TENSION.
 BJ4477'
 BJ4477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BJ4477'SOUTH OF DONALDSONVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2807 ***********************************************************************
 BH2807  DESIGNATION -  DELL
 BH2807  PID         -  BH2807
 BH2807  STATE/COUNTY-  LA/ST TAMMANY
 BH2807  USGS QUAD   -  NORTH SHORE (1994)
 BH2807
 BH2807                         *CURRENT SURVEY CONTROL
 BH2807  ___________________________________________________________________
 BH2807* NAD 83(1992)-  30 14 46.35246(N)    089 47 39.71587(W)     ADJUSTED  
 BH2807* NAVD 88     -         1.8  **(meters)       6.   **(feet)  VERTCON   
 BH2807  **This station is located in a subsidence area (see below).
 BH2807  ___________________________________________________________________
 BH2807  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2807  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BH2807
 BH2807  HORZ ORDER  -  SECOND
 BH2807
 BH2807.The horizontal coordinates were established by classical geodetic methods
 BH2807.and adjusted by the National Geodetic Survey in May 1994..
 BH2807
 BH2807 ** The orthometric height has not been validated since last determined
 BH2807 ** by differential leveling and should not be used for control purposes.
 BH2807 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2807 ** area with valid NAVD 88 orthometric heights.
 BH2807 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2807 ** epoch indicated which incorporates improved geoid heights for the
 BH2807 ** Southern Louisiana Subsidence area.
 BH2807 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2807
 BH2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2807
 BH2807.The geoid height was determined by GEOID03.
 BH2807
 BH2807;                    North         East     Units Scale Factor Converg.
 BH2807;SPC LA S     -   194,552.434 1,148,107.267   MT  0.99993488   +0 46 10.2
 BH2807;SPC LA S     -   638,294.11  3,766,748.59   sFT  0.99993488   +0 46 10.2
 BH2807;UTM  16      - 3,349,372.403   231,104.795   MT  1.00049213   -1 24 30.3
 BH2807
 BH2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2807!SPC LA S     -   1.00000392  x   0.99993488  =   0.99993880
 BH2807!UTM  16      -   1.00000392  x   1.00049213  =   1.00049605
 BH2807
 BH2807:                Primary Azimuth Mark                     Grid Az
 BH2807:SPC LA S     -  DELL AZ MK                               022 00 09.3
 BH2807:UTM  16      -  DELL AZ MK                               024 10 49.8
 BH2807
 BH2807|---------------------------------------------------------------------|
 BH2807| PID    Reference Object                     Distance      Geod. Az  |
 BH2807|                                                           dddmmss.s |
 BH2807| DD7841 DELL AZ MK                                         0224619.5 |
 BH2807| DD7842 DELL RM 1                            21.295 METERS 02514     |
 BH2807| BH2808 DELL LDH 1972 RM 2                    7.977 METERS 25644     |
 BH2807|---------------------------------------------------------------------|
 BH2807
 BH2807                          SUPERSEDED SURVEY CONTROL
 BH2807
 BH2807  NAD 83(1992)-  30 14 46.35457(N)    089 47 39.71686(W) AD(       ) 2
 BH2807  NAD 83(1986)-  30 14 46.36671(N)    089 47 39.71196(W) AD(       ) 2
 BH2807  NAD 27      -  30 14 45.66824(N)    089 47 39.48613(W) AD(       ) 2
 BH2807  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 BH2807
 BH2807.Superseded values are not recommended for survey control.
 BH2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2807.See file dsdata.txt to determine how the superseded data were derived.
 BH2807
 BH2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3110549372(NAD 83)
 BH2807_MARKER: DD = SURVEY DISK
 BH2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2807+STABILITY: SURFACE MOTION
 BH2807
 BH2807  HISTORY     - Date     Condition        Report By
 BH2807  HISTORY     - 1972     MONUMENTED       LADH
 BH2807
 BH2807                          STATION DESCRIPTION
 BH2807
 BH2807'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BH2807'THE STATION IS LOCATED 1 MILE SOUTHWEST OF SLIDELL, 15 MILES
 BH2807'NORTHEAST OF NEW ORLEANS, AND 10 MILES SOUTHEAST OF LACOMBE, IN THE
 BH2807'SOUTHEAST QUARTER OF SECTION 44, T9S, R14E, AND ON THE PROPERTY
 BH2807'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BH2807'
 BH2807'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 11 WITH STATE
 BH2807'HIGHWAY 433 IN SLIDELL, DRIVE SOUTHWEST ALONG U. S. HIGHWAY 11 FOR
 BH2807'1.5 MILES.  THE STATION IS SET ON THE LEFT AND SOUTHEAST OF THE
 BH2807'HIGHWAY NEAR A FENCE AND SOME PINE TREES.
 BH2807'
 BH2807'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 BH2807'U. S. HIGHWAY 11 FOR APPROXIMATELY 0.4 MILE.  THE MARK IS SET ON THE
 BH2807'LEFT AND NORTHWEST OF THE HIGHWAY NEAR A POWER POLE.
 BH2807'
 BH2807'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2807'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2807'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2807'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BH2807'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2807'STAMPED DELL 1972.  THE MARK IS 86 FEET SOUTHEAST OF THE CENTER OF
 BH2807'U. S.  HIGHWAY 11, 6 FEET SOUTHWEST OF A 12-INCH PINE TREE, 5
 BH2807'FEET NORTHWEST OF A 14-INCH PINE TREE, 2 FEET WEST OF A FENCE, AND 2
 BH2807'FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BH2807'
 BH2807'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2807'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2807'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2807'STAMPED DELL R.M. 1 1972.  IT IS 85 FEET SOUTHEAST OF THE CENTER
 BH2807'OF U. S. HIGHWAY 11, 53 FEET SOUTHEAST OF A 28-INCH OAK TREE, 7
 BH2807'FEET SOUTH-SOUTHWEST OF A 20-INCH PINE TREE AND 5 FEET WEST OF A
 BH2807'FENCE.
 BH2807'
 BH2807'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2807'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2807'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2807'STAMPED DELL R.M. 2 1972.  IT IS 65 FEET EAST OF THE CENTER OF U.
 BH2807'S.  HIGHWAY 11, 30 FEET NORTHWEST OF A 16-INCH PINE TREE, 26 FEET
 BH2807'SOUTHWEST OF A 14-INCH PINE TREE, AND 12 FEET WEST OF A FENCE.
 BH2807'
 BH2807'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2807'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2807'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2807'STAMPED DELL AZ. MK. 1972.  IT IS 50 FEET WEST OF THE CENTER OF U.
 BH2807'S.  HIGHWAY 11, 3 FEET EAST OF POWER POLE NO. D758, AND 2 FEET NORTH
 BH2807'OF A METAL WITNESS POST AND SIGN.
 BH2807'
 BH2807'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1010 ***********************************************************************
 AT1010  DESIGNATION -  DELTA
 AT1010  PID         -  AT1010
 AT1010  STATE/COUNTY-  LA/PLAQUEMINES
 AT1010  USGS QUAD   -  MAIN PASS (1971)
 AT1010
 AT1010                         *CURRENT SURVEY CONTROL
 AT1010  ___________________________________________________________________
 AT1010* NAD 83(1992)-  29 18 08.15623(N)    089 11 14.94322(W)     ADJUSTED  
 AT1010* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1010  **This station is located in a subsidence area (see below).
 AT1010  ___________________________________________________________________
 AT1010  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AT1010  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AT1010
 AT1010  HORZ ORDER  -  SECOND
 AT1010
 AT1010.The horizontal coordinates were established by classical geodetic methods
 AT1010.and adjusted by the National Geodetic Survey in January 1993..
 AT1010
 AT1010 ** The orthometric height has not been validated since last determined
 AT1010 ** by differential leveling and should not be used for control purposes.
 AT1010 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1010 ** area with valid NAVD 88 orthometric heights.
 AT1010 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1010 ** epoch indicated which incorporates improved geoid heights for the
 AT1010 ** Southern Louisiana Subsidence area.
 AT1010 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1010.The orthometric height was scaled from a topographic map.
 AT1010
 AT1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1010
 AT1010.The geoid height was determined by GEOID03.
 AT1010
 AT1010;                    North         East     Units Scale Factor Converg.
 AT1010;SPC LA S     -    90,880.751 1,208,465.706   MT  0.99999952   +1 04 22.6
 AT1010;SPC LA S     -   298,164.60  3,964,774.57   sFT  0.99999952   +1 04 22.6
 AT1010;UTM  16      - 3,243,460.419   287,534.912   MT  1.00015705   -1 04 15.6
 AT1010
 AT1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1010!SPC LA S     -   1.00000380  x   0.99999952  =   1.00000332
 AT1010!UTM  16      -   1.00000380  x   1.00015705  =   1.00016085
 AT1010
 AT1010|---------------------------------------------------------------------|
 AT1010| PID    Reference Object                     Distance      Geod. Az  |
 AT1010|                                                           dddmmss.s |
 AT1010| DD6589 DELTA RM 1                           31.123 METERS 05539     |
 AT1010| DD6588 DELTA AZ MK                                        0633242.7 |
 AT1010| DD6590 DELTA RM 2                           21.406 METERS 28537     |
 AT1010|---------------------------------------------------------------------|
 AT1010
 AT1010                          SUPERSEDED SURVEY CONTROL
 AT1010
 AT1010  NAD 83(1986)-  29 18 08.15988(N)    089 11 14.95235(W) AD(       ) 2
 AT1010  NAD 27      -  29 18 07.37063(N)    089 11 14.77339(W) AD(       ) 2
 AT1010
 AT1010.Superseded values are not recommended for survey control.
 AT1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1010.See file dsdata.txt to determine how the superseded data were derived.
 AT1010
 AT1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8753543460(NAD 83)
 AT1010_MARKER: DS = TRIANGULATION STATION DISK
 AT1010_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1010+WITH SETTING: INFORMATION.
 AT1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1010
 AT1010  HISTORY     - Date     Condition        Report By
 AT1010  HISTORY     - 1966     MONUMENTED       CGS
 AT1010
 AT1010                          STATION DESCRIPTION
 AT1010
 AT1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1010'STATION IS ABOUT 10 MILES EAST-NORTHEAST OF VENICE, JUST SOUTHEAST OF
 AT1010'THE JUNCTION OF
 AT1010'DELTA PASS AND MAIN PASS 8-1/2 MILES NORTHEAST OF
 AT1010'WHERE MAIN PASS CONNECTS WITH THE
 AT1010'MISSISSIPPI RIVER.
 AT1010'
 AT1010'THE STATION MARK IS A STANDARD DISK STAMPED DELTA 1966, CRIMPED TO
 AT1010'THE TOP OF A 5/8
 AT1010'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1010'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT1010'WHICH PROJECTS 24 INCHES.  IT IS
 AT1010'1 FOOT WEST OF A METAL WITNESS POST AND ABOUT 200 FEET
 AT1010'SOUTHEAST OF THE
 AT1010'WATERS EDGE OF DELTA PASS.
 AT1010'
 AT1010'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DELTA NO 1 1966,
 AT1010'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD AROUND ROD 24 FEET
 AT1010'LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS
 AT1010'24 INCHES, IT IS 92 FEET NORTHEAST
 AT1010'OF THE METAL WITNESS POST AND ABOUT 150 FEET
 AT1010'SOUTHEAST OF THE WATERS EDGE OF
 AT1010'DELTA PASS.
 AT1010'
 AT1010'AZIMUTH MARK IS A STANDARD DISK STAMPED DELTA 1966, CRIMPED TO THE
 AT1010'TOP OF A 5/8 INCH
 AT1010'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT1010'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT1010'PROJECTS 36 INCHES.  IT IS LOCATED
 AT1010'ON THE SOUTHEAST SIDE OF DELTA PASS ABOUT 0.3 MILE
 AT1010'NORTHEAST OF THE
 AT1010'STATION 1,5 FEET SOUTHWEST OF A METAL WITNESS POST AND 37 FEET SOUTH
 AT1010'OF THE WATERS EDGE
 AT1010'OF DELTA PASS,
 AT1010'
 AT1010'STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1010'
 AT1010'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1036 ***********************************************************************
 AT1036  DESIGNATION -  DELTA DUCK CLUB TEX CO MAST
 AT1036  PID         -  AT1036
 AT1036  STATE/COUNTY-  LA/PLAQUEMINES
 AT1036  USGS QUAD   -  PASS A LOUTRE WEST (1993)
 AT1036
 AT1036                         *CURRENT SURVEY CONTROL
 AT1036  ___________________________________________________________________
 AT1036* NAD 83(1992)-  29 14 37.05597(N)    089 10 56.45066(W)     ADJUSTED  
 AT1036* NAVD 88     -                                                        
 AT1036  **This station is located in a subsidence area (see below).
 AT1036  ___________________________________________________________________
 AT1036  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AT1036  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AT1036
 AT1036  HORZ ORDER  -  THIRD
 AT1036
 AT1036.The horizontal coordinates were established by classical geodetic methods
 AT1036.and adjusted by the National Geodetic Survey in January 1993..
 AT1036
 AT1036 ** The orthometric height has not been validated since last determined
 AT1036 ** by differential leveling and should not be used for control purposes.
 AT1036 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1036 ** area with valid NAVD 88 orthometric heights.
 AT1036 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1036 ** epoch indicated which incorporates improved geoid heights for the
 AT1036 ** Southern Louisiana Subsidence area.
 AT1036 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1036
 AT1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1036
 AT1036.The geoid height was determined by GEOID03.
 AT1036
 AT1036;                    North         East     Units Scale Factor Converg.
 AT1036;SPC LA S     -    84,391.655 1,209,086.680   MT  1.00001241   +1 04 31.9
 AT1036;SPC LA S     -   276,874.95  3,966,811.88   sFT  1.00001241   +1 04 31.9
 AT1036;UTM  16      - 3,236,951.663   287,912.858   MT  1.00015508   -1 03 59.5
 AT1036
 AT1036                          SUPERSEDED SURVEY CONTROL
 AT1036
 AT1036  NAD 83(1986)-  29 14 37.05951(N)    089 10 56.46075(W) AD(       ) 4
 AT1036  NAD 27      -  29 14 36.26700(N)    089 10 56.28100(W) AD(       ) 3
 AT1036
 AT1036.Superseded values are not recommended for survey control.
 AT1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1036.See file dsdata.txt to determine how the superseded data were derived.
 AT1036
 AT1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8791336952(NAD 83)
 AT1036_MARKER: 42 = RADIO/TV MAST
 AT1036
 AT1036  HISTORY     - Date     Condition        Report By
 AT1036  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1036
 AT1036                          STATION DESCRIPTION
 AT1036
 AT1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1036'THE STATION IS THE TIP OF THE RADIO MAST, A SKELETON STEEL FRAMEWORK
 AT1036'180 FEET HIGH.
 AT1036'
 AT1036'THE STATION IS LOCATED ON THE NORTH BANK OF OCTAVE PASS, ABOUT 6
 AT1036'MILES NORTHEAST OF
 AT1036'THE JUNCTION OF OCTAVE PASS AND THE MISSISSIPPI
 AT1036'RIVER, ABOUT 3.5 MILES WEST OF THE
 AT1036'GULF OF MEXICO, AND ABOUT 700 FEET
 AT1036'EAST OF THE TEXAS COMPANY DELTA DUCK WAREHOUSE AND
 AT1036'LIVING QUARTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1046 ***********************************************************************
 AT1046  DESIGNATION -  DELTA NAT WILDLIFE LOOKOUT
 AT1046  PID         -  AT1046
 AT1046  STATE/COUNTY-  LA/PLAQUEMINES
 AT1046  USGS QUAD   -  PILOTTOWN (1993)
 AT1046
 AT1046                         *CURRENT SURVEY CONTROL
 AT1046  ___________________________________________________________________
 AT1046* NAD 83(1992)-  29 12 27.36570(N)    089 16 27.42918(W)     ADJUSTED  
 AT1046* NAVD 88     -                                                        
 AT1046  **This station is located in a subsidence area (see below).
 AT1046  ___________________________________________________________________
 AT1046  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AT1046  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AT1046
 AT1046  HORZ ORDER  -  THIRD
 AT1046
 AT1046.The horizontal coordinates were established by classical geodetic methods
 AT1046.and adjusted by the National Geodetic Survey in January 1993..
 AT1046
 AT1046 ** The orthometric height has not been validated since last determined
 AT1046 ** by differential leveling and should not be used for control purposes.
 AT1046 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1046 ** area with valid NAVD 88 orthometric heights.
 AT1046 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1046 ** epoch indicated which incorporates improved geoid heights for the
 AT1046 ** Southern Louisiana Subsidence area.
 AT1046 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1046
 AT1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1046
 AT1046.The geoid height was determined by GEOID03.
 AT1046
 AT1046;                    North         East     Units Scale Factor Converg.
 AT1046;SPC LA S     -    80,235.059 1,200,222.528   MT  1.00002084   +1 01 46.4
 AT1046;SPC LA S     -   263,237.86  3,937,730.08   sFT  1.00002084   +1 01 46.4
 AT1046;UTM  16      - 3,233,128.492   278,898.149   MT  1.00020327   -1 06 36.9
 AT1046
 AT1046                          SUPERSEDED SURVEY CONTROL
 AT1046
 AT1046  NAD 83(1986)-  29 12 27.37060(N)    089 16 27.43986(W) AD(       ) 4
 AT1046  NAD 27      -  29 12 26.57200(N)    089 16 27.25300(W) AD(       ) 3
 AT1046
 AT1046.Superseded values are not recommended for survey control.
 AT1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1046.See file dsdata.txt to determine how the superseded data were derived.
 AT1046
 AT1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7889833128(NAD 83)
 AT1046_MARKER: 57 = LOOKOUT TOWER
 AT1046
 AT1046  HISTORY     - Date     Condition        Report By
 AT1046  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1046  HISTORY     - 1960     GOOD             CGS
 AT1046
 AT1046                          STATION DESCRIPTION
 AT1046
 AT1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1046'STATION IS THE APEX OF THE ROOF OF THE GLASS ENCLOSED LOOKOUT HOUSE
 AT1046'ATOP A SKELETON
 AT1046'STEEL FRAMEWORK APPROXIMATELY 100 FEET HIGH.
 AT1046'
 AT1046'THE LOOKOUT IS LOCATED ON THE EAST BANK OF THE MISSISSIPPI RIVER,
 AT1046'ABOUT 6.5 MILES
 AT1046'SOUTHEAST OF VENICE AND ABOUT 1 MILE NORTH OF THE
 AT1046'JUNCTION OF THE RIVER AND MAIN
 AT1046'PASS.
 AT1046
 AT1046                          STATION RECOVERY (1960)
 AT1046
 AT1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RWF)
 AT1046'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS
 AT1046'ADEQUATE WITH THE
 AT1046'FOLLOWING ADDITION.  THE LOOKOUT TOWER IS 132 FEET
 AT1046'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5118 ***********************************************************************
 BJ5118  DESIGNATION -  DELUKE
 BJ5118  PID         -  BJ5118
 BJ5118  STATE/COUNTY-  LA/ST MARTIN
 BJ5118  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ5118
 BJ5118                         *CURRENT SURVEY CONTROL
 BJ5118  ___________________________________________________________________
 BJ5118* NAD 83(1992)-  30 17 52.51917(N)    091 38 32.31377(W)     ADJUSTED  
 BJ5118* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BJ5118  ___________________________________________________________________
 BJ5118  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BJ5118  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ5118
 BJ5118  HORZ ORDER  -  FIRST
 BJ5118
 BJ5118.The horizontal coordinates were established by classical geodetic methods
 BJ5118.and adjusted by the National Geodetic Survey in January 1993..
 BJ5118
 BJ5118.The orthometric height was scaled from a topographic map.
 BJ5118
 BJ5118.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5118
 BJ5118.The geoid height was determined by GEOID03.
 BJ5118
 BJ5118;                    North         East     Units Scale Factor Converg.
 BJ5118;SPC LA S     -   199,330.306   970,279.345   MT  0.99993913   -0 09 16.2
 BJ5118;SPC LA S     -   653,969.51  3,183,324.82   sFT  0.99993913   -0 09 16.2
 BJ5118;UTM  15      - 3,352,578.758   630,559.263   MT  0.99981029   +0 41 06.2
 BJ5118
 BJ5118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5118!SPC LA S     -   1.00000352  x   0.99993913  =   0.99994265
 BJ5118!UTM  15      -   1.00000352  x   0.99981029  =   0.99981381
 BJ5118
 BJ5118|---------------------------------------------------------------------|
 BJ5118| PID    Reference Object                     Distance      Geod. Az  |
 BJ5118|                                                           dddmmss.s |
 BJ5118| CW1281 DELUKE RM 2                          36.875 METERS 00629     |
 BJ5118| CW1280 DELUKE RM 1                          36.838 METERS 09649     |
 BJ5118| CW1279 DELUKE AZ MK                                       1941516.2 |
 BJ5118| BJ5115 GULF STATES UTILITIES W TOWER       APPROX. 9.4 KM 3045909.6 |
 BJ5118| BJ5177 LONE OIL DERRICK                    APPROX.13.9 KM 3054721.4 |
 BJ5118| BJ5116 GULF STATES UTILITIES E TOWER       APPROX. 9.2 KM 3065355.4 |
 BJ5118|---------------------------------------------------------------------|
 BJ5118
 BJ5118                          SUPERSEDED SURVEY CONTROL
 BJ5118
 BJ5118  NAD 83(1986)-  30 17 52.53878(N)    091 38 32.30983(W) AD(       ) 1
 BJ5118  NAD 27      -  30 17 51.82114(N)    091 38 31.88789(W) AD(       ) 1
 BJ5118
 BJ5118.Superseded values are not recommended for survey control.
 BJ5118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5118.See file dsdata.txt to determine how the superseded data were derived.
 BJ5118
 BJ5118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3055952579(NAD 83)
 BJ5118_MARKER: DS = TRIANGULATION STATION DISK
 BJ5118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ5118_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BJ5118
 BJ5118  HISTORY     - Date     Condition        Report By
 BJ5118  HISTORY     - 1935     MONUMENTED       CGS
 BJ5118  HISTORY     - 1957     GOOD             CGS
 BJ5118  HISTORY     - 1967     MARK NOT FOUND   USGS
 BJ5118
 BJ5118                          STATION DESCRIPTION
 BJ5118
 BJ5118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5118'ON THE N BANK OF THE UPPER GRAND RIVER AT THE POINT WHERE THE
 BJ5118'RIVER TURNS W AT THE SE END OF THE BUTTE LA ROSE CUT-OFF, ABOUT
 BJ5118'6-1/2 MILES SE OF ATCHAFALAYA AND ABOUT 2-1/2 MILES ENE OF
 BJ5118'BUTTE LA ROSE, 1-3/4 MILES NW OF THE N END OF THE COW ISLAND
 BJ5118'CUT-OFF, ON A LOW MOUND ON PROPERTY OCCUPIED BY DELUKE SERRETTE,
 BJ5118'48.8 FEET ENE OF THE NE CORNER OF THE HOUSE, AND 16.2 FEET SW
 BJ5118'OF THE SE CORNER OF THE CHICKEN HOUSE.
 BJ5118'
 BJ5118'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5118'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5118'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 BJ5118'THE MARSH, AND PROJECTS 8 INCHES ABOVE THE GROUND.
 BJ5118'
 BJ5118'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK SET IN
 BJ5118'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF
 BJ5118'CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE
 BJ5118'MARSH, AND PROJECTS 6 INCHES ABOVE THE GROUND IS ON A LOW MOUND
 BJ5118'120.86 FEET (36.84 METERS) FROM THE STATION S 83 DEG 11 MIN E.
 BJ5118'
 BJ5118'REFERENCE MARK 2, A STANDARD BRONZE REFERENCE DISK SET IN CONCRETE
 BJ5118'AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 BJ5118'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH,
 BJ5118'AND PROJECTS 10 INCHES ABOVE THE GROUND IS ON A LOW MOUND
 BJ5118'171.51 FEET (52.28 METERS) FROM REFERENCE MARK NO. 1 AND 120.98
 BJ5118'FEET (36.87 METERS) FROM THE STATION N 06 DEG 29 MIN E.
 BJ5118'
 BJ5118'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE AT
 BJ5118'THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 BJ5118'UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH, IS ON A
 BJ5118'LOW MOUND ON THE S BANK OF THE UPPER GRAND RIVER, ABOUT 50 YARDS
 BJ5118'E OF THE BOARD FENCE AT THE E SIDE OF THE FIRST HOUSE W OF THE
 BJ5118'STATION, AND APPROXIMATELY 0.2 MILE FROM THE STATION
 BJ5118'S 14 DEG 15 MIN W.
 BJ5118
 BJ5118                          STATION RECOVERY (1957)
 BJ5118
 BJ5118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5118'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 BJ5118'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  ALL
 BJ5118'EVIDENCE SHOWS THIS MARK TO BE DESTROYED BY EROSION.  DISTANCES
 BJ5118'TO THE REFERENCE MARKS WERE VERIFIED AS CORRECT.  THE PUBLISHED
 BJ5118'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.
 BJ5118'
 BJ5118'THE STATION IS 2 FEET UNDERGROUND.  THREE WITNESS POSTS FORM
 BJ5118'A TRIANGLE AROUND THE STATION.  EACH REFERENCE MARK HAS A WITNESS
 BJ5118'POST BESIDE IT.  THIS STATION CAN BE RECOVERED ONLY IN THE DRY
 BJ5118'SEASON.
 BJ5118
 BJ5118                          STATION RECOVERY (1967)
 BJ5118
 BJ5118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BJ5118'STATION AND R.M. 1 WERE NOT FOUND.
 BJ5118'
 BJ5118'R.M. 2 ON THE N. BANK OF THE UPPER GRANDE RIVER AT THE POINT
 BJ5118'WHERE THE RIVER TURNS W. AT THE S.E. END OF THE BUTTE LA ROSE
 BJ5118'CUT-OFF ABOUT 6.5 MI. S,E. OF ATCHAFALAYA AND ABOUT 2.5 MI. E.N.E.
 BJ5118'OF BUTTE LA ROSE, 1-3/4 MI. N.W. OF THE N. END OF THE COW ISLAND
 BJ5118'CUT-OFF ON A LOW MOUND ON PROPERTY OCCUPIED BY DE LUKE SERRETTE.
 BJ5118'
 BJ5118'R.M. 2 IS ABOUT 280 FT. N.E. OF DE LUKE SERRETTE FISH CAMP.
 BJ5118'50 FT. E. OF A WOODS TRAIL AND 1 FT. S. OF A STEEL POST WITH
 BJ5118'A USC AND GS WITNESS SIGN.  STD. DISK 2 IN. BELOW GROUND IN
 BJ5118'CONCRETE AND STAMPED R.M. 2 DE LUKE 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3779 ***********************************************************************
 BJ3779  DESIGNATION -  DENHAM
 BJ3779  PID         -  BJ3779
 BJ3779  STATE/COUNTY-  LA/LIVINGSTON
 BJ3779  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3779
 BJ3779                         *CURRENT SURVEY CONTROL
 BJ3779  ___________________________________________________________________
 BJ3779* NAD 83(1992)-  30 27 24.62927(N)    090 57 03.25351(W)     ADJUSTED  
 BJ3779* NAVD 88     -        11.09   (+/-2cm)      36.4    (feet)  VERTCON   
 BJ3779  ___________________________________________________________________
 BJ3779  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3779  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3779
 BJ3779  HORZ ORDER  -  FIRST
 BJ3779  VERT ORDER  -  THIRD (See Below)
 BJ3779
 BJ3779.The horizontal coordinates were established by classical geodetic methods
 BJ3779.and adjusted by the National Geodetic Survey in January 1993..
 BJ3779
 BJ3779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3779.The vertical order pertains to the NGVD 29 superseded value.
 BJ3779
 BJ3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3779
 BJ3779.The geoid height was determined by GEOID03.
 BJ3779
 BJ3779;                    North         East     Units Scale Factor Converg.
 BJ3779;SPC LA S     -   216,968.227 1,036,727.391   MT  0.99995730   +0 11 28.4
 BJ3779;SPC LA S     -   711,836.59  3,401,329.78   sFT  0.99995730   +0 11 28.4
 BJ3779;UTM  15      - 3,371,192.589   696,739.654   MT  1.00007752   +1 02 20.4
 BJ3779
 BJ3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3779!SPC LA S     -   1.00000251  x   0.99995730  =   0.99995981
 BJ3779!UTM  15      -   1.00000251  x   1.00007752  =   1.00008003
 BJ3779
 BJ3779|---------------------------------------------------------------------|
 BJ3779| PID    Reference Object                     Distance      Geod. Az  |
 BJ3779|                                                           dddmmss.s |
 BJ3779| BJ3780 DENHAM RM 4                          43.315 METERS 00225     |
 BJ3779| BJ3781 32 A 001                            412.181 METERS 0870448.2 |
 BJ3779| BJ4512 WALKER LOT                          APPROX. 9.3 KM 1063839.3 |
 BJ3779| BJ3778 DENHAM RM 3                          32.495 METERS 24335     |
 BJ3779| BJ3777 DENHAM AZ MK                        APPROX. 0.6 KM 2463018.2 |
 BJ3779| CW1283 DENHAM RM 2                          35.086 METERS 25746     |
 BJ3779| BJ4536 DENHAM SPRINGS G L DIST S TANK      APPROX. 0.8 KM 2713801.2 |
 BJ3779| CW1282 DENHAM RM 1                          41.343 METERS 35942     |
 BJ3779|---------------------------------------------------------------------|
 BJ3779
 BJ3779                          SUPERSEDED SURVEY CONTROL
 BJ3779
 BJ3779  NAD 83(1986)-  30 27 24.64679(N)    090 57 03.25144(W) AD(       ) 1
 BJ3779  NAD 27      -  30 27 23.96133(N)    090 57 02.88811(W) AD(       ) 1
 BJ3779  NGVD 29 (11/02/92)   11.12   (m)           36.5    (f) LEVELING    3  
 BJ3779
 BJ3779.Superseded values are not recommended for survey control.
 BJ3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3779.See file dsdata.txt to determine how the superseded data were derived.
 BJ3779
 BJ3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9674071193(NAD 83)
 BJ3779_MARKER: DS = TRIANGULATION STATION DISK
 BJ3779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3779_SP_SET: CONCRETE POST
 BJ3779_STAMPING: DENHAM 1970
 BJ3779_MARK LOGO: NGS   
 BJ3779_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3779_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3779+STABILITY: SURFACE MOTION
 BJ3779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3779+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1984
 BJ3779
 BJ3779  HISTORY     - Date     Condition        Report By
 BJ3779  HISTORY     - 1970     MONUMENTED       NGS
 BJ3779  HISTORY     - 1973     GOOD             NGS
 BJ3779  HISTORY     - 1973     GOOD             NGS
 BJ3779  HISTORY     - 1983     GOOD             LADTD
 BJ3779  HISTORY     - 19840220 GOOD             NGS
 BJ3779
 BJ3779                          STATION DESCRIPTION
 BJ3779
 BJ3779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3779'STATION IS LOCATED ABOUT 2 MILES SOUTH OF DOWNTOWN DENHAM SPRINGS, ON
 BJ3779'THE NORTH EDGE OF INTERSTATE 12, NEAR THE NORTHWEST CORNER OF
 BJ3779'SECTION 38. T 7 S. R 3 E AND ON PROPERTY OF MR. ALEX THERIOT, 713
 BJ3779'FLORIDA BOULEVARD S.W., DENHAM SPRINGS 70726.
 BJ3779'
 BJ3779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ3779'HIGHWAY 1031 AND 16, GO SOUTH ON STATE HIGHWAY 16 FOR 1.8 MILES TO A
 BJ3779'SIDE ROAD RIGHT, THIS IS JUST BEFORE REACHING INTERSTATE 12.  TURN
 BJ3779'RIGHT AND GO WESTERLY ON SURFACED ROAD FOR 0.3 MILE TO A GATE ON
 BJ3779'THE LEFT, SOUTH SIDE OF ROAD.  (CONTINUE WEST ON SURFACED ROAD FOR
 BJ3779'0.35 MILE TO RANGE ROAD AND THE AZIMUTH MARK IS IN THE SOUTH GUARD
 BJ3779'RAIL AT THE EAST END OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE
 BJ3779'12.) TURN LEFT AND GO SOUTHERLY FOR 0.05 MILE TO STATION, AS
 BJ3779'DESCRIBED.
 BJ3779'
 BJ3779'STATION MARKS ARE STANDARD DISKS STAMPED DENHAM 1970.  THE SURFACE
 BJ3779'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ3779'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 178 FEET
 BJ3779'SOUTH OF THE APPROXIMATE CENTER OF SURFACED ROAD, 139.7 FEET SOUTH
 BJ3779'OF AN UTILITY POLE WITH TRANSFORMER, 122 FEET NORTH OF THE
 BJ3779'CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE 12, 6.8 FEET
 BJ3779'NORTH-NORTHEAST OF WITNESS POST WITH SIGN ATTACHED AND 2.3 FEET EAST
 BJ3779'OF METAL PIN.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 BJ3779'CONCRETE THAT IS 42 INCHES BELOW GROUND SURFACE.
 BJ3779'
 BJ3779'REFERENCE MARK 1, A STANDARD DISK STAMPED DENHAM NO 1 1970, SET IN
 BJ3779'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ3779'INCHES ABOVE THE GROUND.  IT IS 43 FEET SOUTH OF THE APPROXIMATE
 BJ3779'CENTER OF SURFACED ROAD, 30 FEET WEST OF THE CENTER OF GATE, 9
 BJ3779'FEET WEST-SOUTHWEST OF A UTILITY POLE AND 1 FOOT SOUTH
 BJ3779'OF FENCELINE.
 BJ3779'
 BJ3779'REFERENCE MARK 2, A STANDARD DISK STAMPED DENHAM NO 2 1970, SET IN
 BJ3779'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 BJ3779'INCHES ABOVE THE GROUND SURFACE.  IT IS 179 FEET SOUTH OF THE
 BJ3779'APPROXIMATE CENTER OF SURFACED ROAD, 129.5 FEET NORTH OF THE
 BJ3779'CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE 12 AND 15
 BJ3779'FEET NORTHEAST OF A 6 INCH OAK TREE.
 BJ3779'
 BJ3779'THE AZIMUTH MARK, A STANDARD DISK STAMPED DENHAM 1970, IS SET THE
 BJ3779'EAST END OF BRIDGE WHICH PASSES OVER RANGE ROAD, CEMENTED IN
 BJ3779'DRILLHOLE, IN THE SOUTH GUARD RAIL OF THE BRIDGE OF THE EAST BOUND
 BJ3779'TRAFFIC LANE OF INTERSTATE 12.  IT IS 97 FEET EAST OF THE CENTER OF
 BJ3779'BRIDGE, 23 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 BJ3779'LANE OF INTERSTATE 12 AND 1 FOOT NORTHEAST OF METAL WITNESS POST
 BJ3779'WITH SIGN ATTACHED.
 BJ3779'
 BJ3779'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO TREE ON LINE.
 BJ3779'
 BJ3779'HEIGHT OF LIGHT ABOVE STATION MARK 42.3 METERS.
 BJ3779
 BJ3779                          STATION RECOVERY (1973)
 BJ3779
 BJ3779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RJT)
 BJ3779'NO MEASUREMENT BETWEEN RMS, DUE TO TREE ON LINE.
 BJ3779'
 BJ3779'THE STATION WAS VISITED 6/26/73 AND THE STATION MARK, AZIMUTH MARK,
 BJ3779'AND RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BJ3779'FOLLOWS--THE STATION IS LOCATED 2 MILES SOUTH OF DENHAM SPRINGS,
 BJ3779'AND 13 MILES EAST OF BATON ROUGE, IN THE NORTHWEST QUARTER OF
 BJ3779'SECTION 38, T7S, R3E, AND ON PROPERTY OWNED BY MR. ALEX THERIOT.  IT
 BJ3779'IS 178 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 140 FEET SOUTH
 BJ3779'OF A POWER POLE, 122 FEET NORTH OF THE CENTER OF THE WESTBOUND
 BJ3779'LANE ON INTERSTATE 12, 7 FEET NORTH-NORTHWEST OF A METAL
 BJ3779'WITNESS POST AND SIGN, AND 6 FEET NORTH OF A RIGHT-OF-WAY FENCE.
 BJ3779'
 BJ3779'IT IS A STANDARD TRIANGULATION DISK, STAMPED DENHAM 1970, 42 INCHES
 BJ3779'BELOW THE SURFACE OF THE GROUND.
 BJ3779'
 BJ3779'REFERENCE MARK NO. 1 IS 135.64 FEET NORTH OF THE STATION.  IT IS 43
 BJ3779'FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 30 FEET WEST OF THE
 BJ3779'
 BJ3779'CENTER OF A GATE, 9 FEET WEST-SOUTHWEST OF A POWER POLE, AND 1 FOOT
 BJ3779'SOUTH OF A FENCE.  IT IS A STANDARD DISK, STAMPED DENHAM NO. 1 1970,
 BJ3779'PROJECTING 2 INCHES.
 BJ3779'
 BJ3779'REFERENCE MARK NO. 2 IS 115.11 FEET WEST-SOUTHWEST OF THE
 BJ3779'STATION.  IT IS 179 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD,
 BJ3779'129.5 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE ON
 BJ3779'INTERSTATE 12, AND 15 FEET NORTHEAST OF A SIX-INCH OAK TREE.  IT
 BJ3779'IS A STANDARD REFERENCE MARK DISK STAMPED DENHAM NO. 2 1970,
 BJ3779'PROJECTING 5 INCHES.
 BJ3779'
 BJ3779'THE AZIMUTH MARK IS 0.34 MILE
 BJ3779'SOUTHWEST OF THE STATION.  IT IS SET IN A DRILL HOLE IN THE CONCRETE
 BJ3779'RAIL ON THE OVERPASS OVER STATE HIGHWAY 3002 ON THE EASTBOUND LANE
 BJ3779'ON I-12, 97 FEET EAST OF THE CENTER OF THE OVERPASS, 23 FEET SOUTH
 BJ3779'OF THE CENTER OF THE EASTBOUND LANE ON I-12, AND 1 FOOT NORTHEAST
 BJ3779'OF A METAL WITNESS POST AND SIGN.  THE MARK IS IN THE SOUTHEAST
 BJ3779'CORNER OF THE OVERPASS.  IT IS A STANDARD AZIMUTH MARK DISK,
 BJ3779'STAMPED DENHAM 1970, FLUSH WITH THE RAIL.
 BJ3779'
 BJ3779'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 190 AND STATE
 BJ3779'HIGHWAY 1031 AND 16, GO SOUTH ALONG STATE HIGHWAY 16 FOR 1.8 MILES
 BJ3779'TO A SIDE ROAD RIGHT.  THIS IS JUST BEFORE REACHING I-12.  TURN
 BJ3779'RIGHT AND GO WESTERLY ON THE BLACKTOP ROAD FOR 0.3 MILE TO A GATE ON
 BJ3779'THE LEFT.  TURN LEFT AND GO SOUTH ON A DIM ROAD FOR 0.03 MILE TO THE
 BJ3779'STATION NEAR A FENCE.  FROM THE GATE ON THE BLACKTOP ROAD, CONTINUE
 BJ3779'ON THE BLACKTOP ROAD WEST FOR 0.35 MILE TO STATE HIGHWAY 3002, TURN
 BJ3779'LEFT ON STATE HIGHWAY 3002 AND GO SOUTH FOR 0.3 MILE TO THE
 BJ3779'INTERCHANGE ON I-12 AND THE AZIMUTH MARK SET IN THE SOUTHEAST CORNER
 BJ3779'OF THE OVERPASS ON THE EASTBOUND LANE ON I-12.
 BJ3779'
 BJ3779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 BJ3779'DENHAM SPRINGS
 BJ3779
 BJ3779                          STATION RECOVERY (1973)
 BJ3779
 BJ3779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ3779'MEASUREMENTS WERE MADE WITH A 300 FOOT TAPE HOLDING 10 KGS. TENSION.
 BJ3779'
 BJ3779'NO MEASUREMENTS WERE MADE BETWEEN THE REFERENCE MARKS DUE TO HEAVY
 BJ3779'BRUSH ON LINE.
 BJ3779'
 BJ3779'STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE RECOVERED
 BJ3779'AND FOUND IN GOOD CONDITION.
 BJ3779'
 BJ3779'THE HORIZONTAL DIRECTIONS AND THE DISTANCE TO THE REFERENCE MARKS AND
 BJ3779'THE AZIMUTH MARK CHECKED THE 1970 DATA ADEQUATE.
 BJ3779'
 BJ3779'THE TO REACH THE STATION IS COMPLETELY ADEQUATE TO THE 1970
 BJ3779'DESCRIPTION.
 BJ3779'
 BJ3779'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 BJ3779'
 BJ3779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DENHAM SPRINGS, 2
 BJ3779'MILES SOUTH.
 BJ3779
 BJ3779                          STATION RECOVERY (1983)
 BJ3779
 BJ3779'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3779'3.2 KM (2.0 MI) SOUTH FROM DENHAM SPRINGS.
 BJ3779'ABOUT 0.2 KM (0.2 MILES) NORTH ON STATE HIGHWAY 3002 FROM THE JUNCTION
 BJ3779'WITH INTERSTATE 12 IN SOUTH DENHAM SPRINGS TO THE JUNCTION WITH STATE
 BJ3779'HIGHWAY 3003, THENCE EAST ON HIGHWAY 3003 FOR 0.6 KM (0.4 MILES) TO
 BJ3779'THE BENCH MARK ON THE RIGHT, 54.2 METERS (178 FEET) SOUTH OF THE
 BJ3779'CENTER OF HIGHWAY 3003, 42.7 METERS (140 FEET) SOUTH OF A POWER POLE,
 BJ3779'37.2 METERS (122 FEET) NORTH OF THE CENTER OF THE WESTBOUND LANE OF
 BJ3779'INTERSTATE 12 AND 1.8 METERS (6 FEET) NORTH OF THE RIGHT OF WAY FENCE.
 BJ3779'THE MARK IS 2.10 METERS  N FROM A WITNESS POST.
 BJ3779'THE MARK IS 0.30 M BELOW STATE HIGHWAY 3003.
 BJ3779
 BJ3779                          STATION RECOVERY (1984)
 BJ3779
 BJ3779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 BJ3779'THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BJ3779'CONDITION AS DESCRIBED IN 1973.  REFERENCE MARK 1 AND 2 WERE FOUND
 BJ3779'DESTROYED.  TWO NEW REFERENCE MARKS WERE ESTABLISHED AT THIS DATE. THE
 BJ3779'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY A LARGE HIGHWAY SIGN.
 BJ3779'32AD01 LADH 1973 CAN BE USED AS AN AZIMUTH.  A NEW DESCRIPTION
 BJ3779'FOLLOWS.
 BJ3779' 
 BJ3779'THE STATION IS LOCATED ABOUT 3.22 KM (2.0 MILES) SOUTH OF DENHAM
 BJ3779'SPRINGS, AND 20.92 KM (13.0 MILES) EAST OF BATON ROUGE, IN THE
 BJ3779'NORTHWEST QUARTER OF SECTION 38, T7S, R3E.  IT IS 54.1 METERS (177.5
 BJ3779'FEET) SOUTH OF THE CENTER OF STATE HIGHWAY 3003.
 BJ3779' 
 BJ3779'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3002 AND STATE
 BJ3779'HIGHWAY 3003, GO EAST ALONG STATE HIGHWAY 3003 FOR 0.56 KM (0.35 MI)
 BJ3779'TO A DIM ROAD RIGHT, TURN RIGHT AND GO SOUTH ON DIM ROAD FOR 0.05 KM
 BJ3779'(0.03 MI) TO THE STATION NEAR A FENCE.
 BJ3779' 
 BJ3779'THE STATION IS A STANDARD NGS DISK STAMPED--DENHAM 1970--, SET INTO
 BJ3779'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 BJ3779'FLUSH WITH GROUND LOCATED 177.5 FT (54.10 M) S FROM THE CENTER LINE OF
 BJ3779'STATE HIGHWAY 3003, 140 FT (42.67 M) S FROM A POWER POLE, 17 FT (5.18
 BJ3779'M) N FROM A COMBINATION MESH AND BARBED WIRE FENCE, 175 FT (53.34 M) E
 BJ3779'FROM A NORTH SOUTH FENCE, AND 2.3 FT (0.701 M) N FROM A METAL WITNESS
 BJ3779'POST AND SIGN.
 BJ3779' 
 BJ3779'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DENHAM 1970 NO 3
 BJ3779'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ3779'CM IN DIAMETER FLUSH WITH GROUND LOCATED 2 FT (0.61 M) S FROM A
 BJ3779'COMBINATION MESH AND BARBED WIRE FENCE, 84 FT (25.60 M) NE FROM THE
 BJ3779'EAST END OF THE NORTH HEADWALL OF A CONCRETE PIPE, AND 4 FT (1.219 M)
 BJ3779'E FROM A METAL WITNESS POST AND SIGN.
 BJ3779' 
 BJ3779'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DENHAM 1970 NO 4
 BJ3779'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ3779'CM IN DIAMETER FLUSH WITH GROUND LOCATED 36 FT (10.97 M) S FROM THE
 BJ3779'CENTER LINE OF STATE HIGHWAY 3003, 3 FT (0.91 M) NW FROM A POWER POLE,
 BJ3779'25 FT (7.62 M) W FROM THE CENTER OF A GRAVEL DRIVE, AND 1.7 FT (0.518
 BJ3779'M) E FROM A METAL WITNESS POST AND SIGN.
 BJ3779' 
 BJ3779'AZIMUTH MARK IS A STANDARD LADH DISK STAMPED--DENHAM 1970--, CEMENTED
 BJ3779'IN A DRILL HOLE IN THE CONCRETE RAIL ON THE OVERPASS OVER STATE
 BJ3779'HIGHWAY 3002 ON THE EAST BOUND LANE.  IT IS LOCATED 97 FT (29.6 M) E
 BJ3779'FROM THE CENTER OF THE OVERPASS, 23 FT (7 M) S FROM THE CENTER OF THE
 BJ3779'EAST BOUND LANE OF INTERSTATE 12, AND 1 FT (0.3 M) NE FROM A METAL
 BJ3779'WITNESS POST AND SIGN.
 BJ3779' 
 BJ3779'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 3002 AND
 BJ3779'STATE HIGHWAY 3003, GO SOUTH ALONG STATE HIGHWAY 3002 FOR 0.48 KM (0.3
 BJ3779'MI) TO THE INTERCHANGE ON INTERSTATE 12.  THE AZIMUTH MARK IS SET IN
 BJ3779'THE SOUTHEAST CORNER OF THE OVERPASS IN THE EASTBOUND LANE OF
 BJ3779'INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3777 ***********************************************************************
 BJ3777  DESIGNATION -  DENHAM AZ MK
 BJ3777  PID         -  BJ3777
 BJ3777  STATE/COUNTY-  LA/LIVINGSTON
 BJ3777  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3777
 BJ3777                         *CURRENT SURVEY CONTROL
 BJ3777  ___________________________________________________________________
 BJ3777* NAD 83(1992)-  30 27 17.48309(N)    090 57 22.22766(W)     ADJUSTED  
 BJ3777* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 BJ3777  ___________________________________________________________________
 BJ3777  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3777  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3777
 BJ3777  HORZ ORDER  -  SECOND
 BJ3777
 BJ3777.The horizontal coordinates were established by classical geodetic methods
 BJ3777.and adjusted by the National Geodetic Survey in January 1993..
 BJ3777
 BJ3777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3777
 BJ3777.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3777
 BJ3777.The geoid height was determined by GEOID03.
 BJ3777
 BJ3777;                    North         East     Units Scale Factor Converg.
 BJ3777;SPC LA S     -   216,746.497 1,036,221.945   MT  0.99995703   +0 11 18.9
 BJ3777;SPC LA S     -   711,109.13  3,399,671.50   sFT  0.99995703   +0 11 18.9
 BJ3777;UTM  15      - 3,370,963.378   696,237.483   MT  1.00007509   +1 02 10.5
 BJ3777
 BJ3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3777!SPC LA S     -   1.00000145  x   0.99995703  =   0.99995848
 BJ3777!UTM  15      -   1.00000145  x   1.00007509  =   1.00007654
 BJ3777
 BJ3777:                Primary Azimuth Mark                     Grid Az
 BJ3777:SPC LA S     -  DENHAM                                   066 18 49.7
 BJ3777:UTM  15      -  DENHAM                                   065 27 58.1
 BJ3777
 BJ3777|---------------------------------------------------------------------|
 BJ3777| PID    Reference Object                     Distance      Geod. Az  |
 BJ3777|                                                           dddmmss.s |
 BJ3777| BJ3779 DENHAM                              APPROX. 0.6 KM 0663008.6 |
 BJ3777|---------------------------------------------------------------------|
 BJ3777
 BJ3777                          SUPERSEDED SURVEY CONTROL
 BJ3777
 BJ3777  NAD 83(1986)-  30 27 17.50061(N)    090 57 22.22561(W) AD(       ) 2
 BJ3777  NAD 27      -  30 27 16.81500(N)    090 57 21.86156(W) AD(       ) 2
 BJ3777  NGVD 29 (07/19/86)   17.9    (m)           59.     (f) VERT ANG       
 BJ3777
 BJ3777.Superseded values are not recommended for survey control.
 BJ3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3777.See file dsdata.txt to determine how the superseded data were derived.
 BJ3777
 BJ3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9623770963(NAD 83)
 BJ3777_MARKER: DZ = AZIMUTH MARK DISK
 BJ3777_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3777_SP_SET: GUARDRAIL OF BRIDGE
 BJ3777_STAMPING: DENHAM 1970
 BJ3777_MARK LOGO: NGS   
 BJ3777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3777
 BJ3777  HISTORY     - Date     Condition        Report By
 BJ3777  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3777  HISTORY     - 1983     GOOD             LADTD
 BJ3777
 BJ3777                          STATION DESCRIPTION
 BJ3777
 BJ3777'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3777'THE STATION IS LOCATED 2 MILES SOUTH OF DENHAM SPRINGS, 13 MILES
 BJ3777'EAST OF BATON ROUGE, AND 6 MILES SOUTHWEST OF WALKER, IN THE
 BJ3777'SOUTHWEST QUARTER OF SECTION 38, T7S, R3E, AND ON THE PROPERTY
 BJ3777'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3777'
 BJ3777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ3777'STATE HIGHWAYS 1031 AND 16, GO SOUTH ALONG STATE HIGHWAY 16 FOR
 BJ3777'1.8 MILES TO A SIDE ROAD ON THE RIGHT.  THIS IS JUST BEFORE
 BJ3777'REACHING INTERSTATE 12.  TURN RIGHT AND GO WESTERLY ON THE
 BJ3777'BLACKTOP ROAD FOR 0.65 MILE TO STATE HIGHWAY 3002, TURN LEFT ON
 BJ3777'STATE HIGHWAY 3002, AND GO SOUTH FOR 0.3 MILE TO THE INTERCHANGE
 BJ3777'ON INTERSTATE 12.  THE AZIMUTH MARK IS SET IN THE SOUTHEAST
 BJ3777'CORNER OF THE OVERPASS IN THE EASTBOUND LANE OF INTERSTATE 12.
 BJ3777'
 BJ3777'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3777'AND U.S. COAST AND GEODETIC AZ. MK. DISK SET IN A DRILL HOLE IN
 BJ3777'THE CONCRETE RAIL ON THE OVERPASS OVER STATE HIGHWAY 3002 ON THE
 BJ3777'EASTBOUND LANE.  IT IS STAMPED DENHAM 1970.  IT IS 97 FEET EAST
 BJ3777'OF THE CENTER OF THE OVERPASS 23 FEET SOUTH OF THE CENTER OF THE
 BJ3777'EASTBOUND LANE OF INTERSTATE 12, AND 1 FOOT NORTHEAST OF A
 BJ3777'METAL WITNESS POST AND SIGN.
 BJ3777'
 BJ3777'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3777
 BJ3777                          STATION RECOVERY (1983)
 BJ3777
 BJ3777'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3777'3.8 KM (2.4 MI) SOUTH FROM DENHAM SPRINGS.
 BJ3777'LOCATED AT THE INTERSECTION OF STATE HIGHWAY 3002 AND INTERSTATE
 BJ3777'HIGHWAY 12 IN THE SOUTHEAST CORNER OF THE EASTBOUND LAND OVERPASS
 BJ3777'OVER HIGHWAY 3002, 29.6 METERS (97 FEET) EAST OF THE OVERPASS, 7 METER
 BJ3777'(23 FEET) SOUTH OF THE CENTER OF THE EASTBOUND LANE OF I-12, AND
 BJ3777'0.3 METERS (1 FOOT) NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BJ3777'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3777'THE MARK IS 0.61 M ABOVE INTERSTATE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3778 ***********************************************************************
 BJ3778  DESIGNATION -  DENHAM RM 3
 BJ3778  PID         -  BJ3778
 BJ3778  STATE/COUNTY-  LA/LIVINGSTON
 BJ3778  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3778
 BJ3778                         *CURRENT SURVEY CONTROL
 BJ3778  ___________________________________________________________________
 BJ3778* NAD 83(1992)-  30 27 24.15974(N)    090 57 04.34431(W)     ADJUSTED  
 BJ3778* NAVD 88     -        10.95   (+/-2cm)      35.9    (feet)  VERTCON   
 BJ3778  ___________________________________________________________________
 BJ3778  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3778  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3778
 BJ3778  HORZ ORDER  -  THIRD
 BJ3778  VERT ORDER  -  THIRD (See Below)
 BJ3778
 BJ3778.The horizontal coordinates were established by classical geodetic methods
 BJ3778.and adjusted by the National Geodetic Survey in January 1993..
 BJ3778
 BJ3778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3778.The vertical order pertains to the NGVD 29 superseded value.
 BJ3778
 BJ3778.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3778
 BJ3778.The geoid height was determined by GEOID03.
 BJ3778
 BJ3778;                    North         East     Units Scale Factor Converg.
 BJ3778;SPC LA S     -   216,953.672 1,036,698.340   MT  0.99995729   +0 11 27.8
 BJ3778;SPC LA S     -   711,788.84  3,401,234.47   sFT  0.99995729   +0 11 27.8
 BJ3778;UTM  15      - 3,371,177.603   696,710.818   MT  1.00007738   +1 02 19.8
 BJ3778
 BJ3778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3778!SPC LA S     -   1.00000253  x   0.99995729  =   0.99995982
 BJ3778!UTM  15      -   1.00000253  x   1.00007738  =   1.00007992
 BJ3778
 BJ3778                          SUPERSEDED SURVEY CONTROL
 BJ3778
 BJ3778  NAD 83(1986)-  30 27 24.17725(N)    090 57 04.34225(W) AD(       ) 3
 BJ3778  NGVD 29 (11/02/92)   10.98   (m)           36.0    (f) LEVELING    3  
 BJ3778
 BJ3778.Superseded values are not recommended for survey control.
 BJ3778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3778.See file dsdata.txt to determine how the superseded data were derived.
 BJ3778
 BJ3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9671171178(NAD 83)
 BJ3778_MARKER: DR = REFERENCE MARK DISK
 BJ3778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3778_SP_SET: CONCRETE POST
 BJ3778_STAMPING: DENHAM 1970 NO 3 1983
 BJ3778_MARK LOGO: NGS   
 BJ3778_PROJECTION: FLUSH
 BJ3778_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3778+STABILITY: SURFACE MOTION
 BJ3778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3778+SATELLITE: SATELLITE OBSERVATIONS - 1983
 BJ3778
 BJ3778  HISTORY     - Date     Condition        Report By
 BJ3778  HISTORY     - 1983     MONUMENTED       NGS
 BJ3778  HISTORY     - 1983     GOOD             LADTD
 BJ3778
 BJ3778                          STATION DESCRIPTION
 BJ3778
 BJ3778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (FLM)
 BJ3778'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DENHAM 1970 NO 3
 BJ3778'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ3778'CM IN DIAMETER FLUSH WITH GROUND LOCATED 2 FT (0.61 M) S FROM A
 BJ3778'COMBINATION MESH AND BARBED WIRE FENCE, 84 FT (25.60 M) NE FROM THE
 BJ3778'EAST END OF THE NORTH HEADWALL OF A CONCRETE PIPE, AND 4 FT (1.219 M)
 BJ3778'E FROM A METAL WITNESS POST AND SIGN.
 BJ3778
 BJ3778                          STATION RECOVERY (1983)
 BJ3778
 BJ3778'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3778'3.2 KM(2.0 MI) SOUTH FROM DENHAM SPRINGS.
 BJ3778'ABOUT 0.2 KM (0.15 MILES) NORTH ON STATE HIGHWAY 3002 FROM THE
 BJ3778'JUNCTION WITH INTERSTATE 12 IN SOUTH DENHAM SPRINGS TO THE JUNCTION
 BJ3778'WITH STATE HIGHWAY 3003, THENCE EAST ON HIGHWAY 3003 FOR 0.6 KM (0.4
 BJ3778'MILES) TO THE BENCH MARK ON THE RIGHT, 60.1 METERS (197 FEET) SOUTH OF
 BJ3778'THE CENTER OF HIGHWAY 3003, 31.4 METERS (103 FEET) NORTH OF THE CENTER
 BJ3778'OF THE WEST BOUND LANE OF INTERSTATE 12, 26.8 METERS (88 FEET) NORTH
 BJ3778'NORTHEAST OF THE CENTER OF A CEMENT CULVERT UNDER INTERSTATE 12 AND
 BJ3778'0.6 METER (2 FEET) SOUTH OF THE RIGHT OF WAY FENCE.
 BJ3778'THE MARK IS 1.22 METERS  E FROM A WITNESS POST.
 BJ3778'THE MARK IS 1.22 M BELOW INTERSTATE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3780 ***********************************************************************
 BJ3780  DESIGNATION -  DENHAM RM 4
 BJ3780  PID         -  BJ3780
 BJ3780  STATE/COUNTY-  LA/LIVINGSTON
 BJ3780  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3780
 BJ3780                         *CURRENT SURVEY CONTROL
 BJ3780  ___________________________________________________________________
 BJ3780* NAD 83(1992)-  30 27 26.03461(N)    090 57 03.18493(W)     ADJUSTED  
 BJ3780* NAVD 88     -        11.41   (+/-2cm)      37.4    (feet)  VERTCON   
 BJ3780  ___________________________________________________________________
 BJ3780  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3780  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3780
 BJ3780  HORZ ORDER  -  THIRD
 BJ3780  VERT ORDER  -  THIRD (See Below)
 BJ3780
 BJ3780.The horizontal coordinates were established by classical geodetic methods
 BJ3780.and adjusted by the National Geodetic Survey in January 1993..
 BJ3780
 BJ3780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3780.The vertical order pertains to the NGVD 29 superseded value.
 BJ3780
 BJ3780.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3780
 BJ3780.The geoid height was determined by GEOID03.
 BJ3780
 BJ3780;                    North         East     Units Scale Factor Converg.
 BJ3780;SPC LA S     -   217,011.508 1,036,729.076   MT  0.99995736   +0 11 28.4
 BJ3780;SPC LA S     -   711,978.59  3,401,335.31   sFT  0.99995736   +0 11 28.4
 BJ3780;UTM  15      - 3,371,235.895   696,740.698   MT  1.00007753   +1 02 20.5
 BJ3780
 BJ3780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3780!SPC LA S     -   1.00000246  x   0.99995736  =   0.99995982
 BJ3780!UTM  15      -   1.00000246  x   1.00007753  =   1.00007999
 BJ3780
 BJ3780                          SUPERSEDED SURVEY CONTROL
 BJ3780
 BJ3780  NAD 83(1986)-  30 27 26.05212(N)    090 57 03.18286(W) AD(       ) 3
 BJ3780  NGVD 29 (11/02/92)   11.44   (m)           37.5    (f) LEVELING    3  
 BJ3780
 BJ3780.Superseded values are not recommended for survey control.
 BJ3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3780.See file dsdata.txt to determine how the superseded data were derived.
 BJ3780
 BJ3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9674171236(NAD 83)
 BJ3780_MARKER: DR = REFERENCE MARK DISK
 BJ3780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3780_SP_SET: CONCRETE POST
 BJ3780_STAMPING: DENHAM 1970 NO 4 1983
 BJ3780_MARK LOGO: NGS   
 BJ3780_PROJECTION: FLUSH
 BJ3780_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3780+STABILITY: SURFACE MOTION
 BJ3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3780+SATELLITE: SATELLITE OBSERVATIONS - 1983
 BJ3780
 BJ3780  HISTORY     - Date     Condition        Report By
 BJ3780  HISTORY     - 1983     MONUMENTED       NGS
 BJ3780  HISTORY     - 1983     GOOD             LADTD
 BJ3780
 BJ3780                          STATION DESCRIPTION
 BJ3780
 BJ3780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (FLM)
 BJ3780'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DENHAM 1970 NO 4
 BJ3780'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ3780'CM IN DIAMETER FLUSH WITH GROUND LOCATED 36 FT (10.97 M) S FROM THE
 BJ3780'CENTER LINE OF STATE HIGHWAY 3003, 3 FT (0.91 M) NW FROM A POWER POLE,
 BJ3780'25 FT (7.62 M) W FROM THE CENTER OF A GRAVEL DRIVE, AND 1.7 FT (0.518
 BJ3780'M) E FROM A METAL WITNESS POST AND SIGN.
 BJ3780
 BJ3780                          STATION RECOVERY (1983)
 BJ3780
 BJ3780'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3780'3.2 KM(2.0 MI) SOUTH FROM DENHAM SPRINGS.
 BJ3780'ABOUT 0.2 KM (0.15 MILES) NORTH ON STATE HIGHWAY 3002 FROM THE
 BJ3780'JUNCTION WITH INTERSTATE 12 IN SOUTH DENHAM SPRINGS TO THE JUNCTION
 BJ3780'WITH STATE HIGHWAY 3003, THENCE EAST ON HIGHWAY 3003 FOR 0.6 KM (0.35
 BJ3780'MILES) TO THE MARK ON THE RIGHT NEAR A POWER POLE, 11 METERS (36 FEET)
 BJ3780'SOUTH OF THE CENTER OF THE HIGHWAY, 4.6 METERS 615 FEET) SOUTHWEST OF
 BJ3780'THE WEST END OF A METAL CULVERT UNDER A DRIVE, 4.3 METERS (14 FEET)
 BJ3780'WEST OF A RIGHT OF WAY MARKER AND 0.9 METERS (3 FEET) NORTH WEST OF A
 BJ3780'POWER POLE WITH A TRANSCFORMER ATTACHED.
 BJ3780'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3780'THE MARK IS 0.30 M BELOW HIGHWAY 3003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4536 ***********************************************************************
 BJ4536  DESIGNATION -  DENHAM SPRINGS G L DIST S TANK
 BJ4536  PID         -  BJ4536
 BJ4536  STATE/COUNTY-  LA/LIVINGSTON
 BJ4536  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ4536
 BJ4536                         *CURRENT SURVEY CONTROL
 BJ4536  ___________________________________________________________________
 BJ4536* NAD 83(1992)-  30 27 25.41002(N)    090 57 34.89538(W)     ADJUSTED  
 BJ4536* NAVD 88     -                                                        
 BJ4536  ___________________________________________________________________
 BJ4536  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ4536  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ4536
 BJ4536  HORZ ORDER  -  THIRD
 BJ4536
 BJ4536.The horizontal coordinates were established by classical geodetic methods
 BJ4536.and adjusted by the National Geodetic Survey in January 1993..
 BJ4536
 BJ4536
 BJ4536.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4536
 BJ4536.The geoid height was determined by GEOID03.
 BJ4536
 BJ4536;                    North         East     Units Scale Factor Converg.
 BJ4536;SPC LA S     -   216,989.484 1,035,883.207   MT  0.99995733   +0 11 12.6
 BJ4536;SPC LA S     -   711,906.33  3,398,560.15   sFT  0.99995733   +0 11 12.6
 BJ4536;UTM  15      - 3,371,201.354   695,895.148   MT  1.00007343   +1 02 04.4
 BJ4536
 BJ4536                          SUPERSEDED SURVEY CONTROL
 BJ4536
 BJ4536  NAD 83(1986)-  30 27 25.42754(N)    090 57 34.89319(W) AD(       ) 4
 BJ4536  NAD 27      -  30 27 24.74208(N)    090 57 34.52757(W) AD(       ) 3
 BJ4536
 BJ4536.Superseded values are not recommended for survey control.
 BJ4536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4536.See file dsdata.txt to determine how the superseded data were derived.
 BJ4536
 BJ4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9589571201(NAD 83)
 BJ4536_MARKER: 53 = ELEVATED TANK
 BJ4536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4536+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BJ4536
 BJ4536  HISTORY     - Date     Condition        Report By
 BJ4536  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4536  HISTORY     - 20031220 GOOD             USPSQD
 BJ4536
 BJ4536                          STATION DESCRIPTION
 BJ4536
 BJ4536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4536'DENHAM SPRINGS, GREATER LIVINGSTON DISTRICT SOUTH WATER TANK IS
 BJ4536'LOCATED AT THE SOUTH EDGE OF DENHAM SPRINGS, 200 FEET NORTH OF
 BJ4536'RUSHING ROAD.  0.2 MILE WEST OF THE RANGE ROAD-RUSHING ROAD
 BJ4536'INTERSECTION AND 40 FEET EAST OF A NORTH-SOUTH GRADED ROAD.
 BJ4536'
 BJ4536'A CYLINDRICAL STEEL TANK WITH A CONICAL SHAPED ROOF, SILVER IN COLOR,
 BJ4536'100 FEET IN HEIGHT, SUPPORTED BY 4 STEEL DOUBLE CHANNEL LEGS.
 BJ4536'
 BJ4536'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
 BJ4536
 BJ4536                          STATION RECOVERY (2003)
 BJ4536
 BJ4536'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BJ4536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4643 ***********************************************************************
 BJ4643  DESIGNATION -  DENHAM SPRINGS G L DIST N TANK
 BJ4643  PID         -  BJ4643
 BJ4643  STATE/COUNTY-  LA/LIVINGSTON
 BJ4643  USGS QUAD   -  WATSON (1980)
 BJ4643
 BJ4643                         *CURRENT SURVEY CONTROL
 BJ4643  ___________________________________________________________________
 BJ4643* NAD 83(1992)-  30 30 30.38852(N)    090 56 15.68549(W)     ADJUSTED  
 BJ4643* NAVD 88     -                                                        
 BJ4643  ___________________________________________________________________
 BJ4643  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4643  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4643
 BJ4643  HORZ ORDER  -  THIRD
 BJ4643
 BJ4643.The horizontal coordinates were established by classical geodetic methods
 BJ4643.and adjusted by the National Geodetic Survey in January 1993..
 BJ4643
 BJ4643
 BJ4643.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4643
 BJ4643.The geoid height was determined by GEOID03.
 BJ4643
 BJ4643;                    North         East     Units Scale Factor Converg.
 BJ4643;SPC LA S     -   222,692.663 1,037,976.606   MT  0.99996486   +0 11 52.2
 BJ4643;SPC LA S     -   730,617.51  3,405,428.25   sFT  0.99996486   +0 11 52.2
 BJ4643;UTM  15      - 3,376,935.584   697,904.086   MT  1.00008319   +1 02 50.3
 BJ4643
 BJ4643                          SUPERSEDED SURVEY CONTROL
 BJ4643
 BJ4643  NAD 83(1986)-  30 30 30.40594(N)    090 56 15.68308(W) AD(       ) 4
 BJ4643  NAD 27      -  30 30 29.72558(N)    090 56 15.32041(W) AD(       ) 3
 BJ4643
 BJ4643.Superseded values are not recommended for survey control.
 BJ4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4643.See file dsdata.txt to determine how the superseded data were derived.
 BJ4643
 BJ4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9790476936(NAD 83)
 BJ4643_MARKER: 53 = ELEVATED TANK
 BJ4643
 BJ4643  HISTORY     - Date     Condition        Report By
 BJ4643  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4643
 BJ4643                          STATION DESCRIPTION
 BJ4643
 BJ4643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4643'DENHAM SPRINGS, GREATER LIVINGSTON DISTRICT NORTH WATER TANK IS
 BJ4643'LOCATED AT THE NORTHEAST EDGE OF DENHAM SPRINGS, WITHIN A SMALL
 BJ4643'FENCED AREA, 0.1 MILE WEST OF THE JUNCTION OF COCKERHAM ROAD AND
 BJ4643'STATE HIGHWAY 1026 AND ABOUT 150 FEET NORTH OF A SURFACED ROAD.
 BJ4643'
 BJ4643'A LARGE STEEL TANK, SILVER IN COLOR, OVAL SHAPED ROOF, 140 FEET IN
 BJ4643'HEIGHT, SUPPORTED BY 4 TUBULAR STEEL LEGS.
 BJ4643'
 BJ4643'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4535 ***********************************************************************
 BJ4535  DESIGNATION -  DENHAM SPRINGS MUN WATER TANK
 BJ4535  PID         -  BJ4535
 BJ4535  STATE/COUNTY-  LA/LIVINGSTON
 BJ4535  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ4535
 BJ4535                         *CURRENT SURVEY CONTROL
 BJ4535  ___________________________________________________________________
 BJ4535* NAD 83(1992)-  30 29 06.80034(N)    090 57 13.33022(W)     ADJUSTED  
 BJ4535* NAVD 88     -                                                        
 BJ4535  ___________________________________________________________________
 BJ4535  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ4535  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ4535
 BJ4535  HORZ ORDER  -  THIRD
 BJ4535
 BJ4535.The horizontal coordinates were established by classical geodetic methods
 BJ4535.and adjusted by the National Geodetic Survey in January 1993..
 BJ4535
 BJ4535
 BJ4535.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4535
 BJ4535.The geoid height was determined by GEOID03.
 BJ4535
 BJ4535;                    North         East     Units Scale Factor Converg.
 BJ4535;SPC LA S     -   220,113.501 1,036,448.153   MT  0.99996136   +0 11 23.4
 BJ4535;SPC LA S     -   722,155.71  3,400,413.65   sFT  0.99996136   +0 11 23.4
 BJ4535;UTM  15      - 3,374,333.753   696,413.847   MT  1.00007594   +1 02 18.4
 BJ4535
 BJ4535                          SUPERSEDED SURVEY CONTROL
 BJ4535
 BJ4535  NAD 83(1986)-  30 29 06.81777(N)    090 57 13.32800(W) AD(       ) 4
 BJ4535  NAD 27      -  30 29 06.13546(N)    090 57 12.96348(W) AD(       ) 3
 BJ4535
 BJ4535.Superseded values are not recommended for survey control.
 BJ4535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4535.See file dsdata.txt to determine how the superseded data were derived.
 BJ4535
 BJ4535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9641474334(NAD 83)
 BJ4535_MARKER: 53 = ELEVATED TANK
 BJ4535
 BJ4535  HISTORY     - Date     Condition        Report By
 BJ4535  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4535
 BJ4535                          STATION DESCRIPTION
 BJ4535
 BJ4535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4535'DENHAM SPRINGS, MUNICIPAL WATER TANK IS LOCATED AT THE NORTHWEST
 BJ4535'CORNER OF THE DENHAM SPRINGS UTILITY WAREHOUSE WHICH IS AT 112
 BJ4535'BRIGNAC STREET.
 BJ4535'
 BJ4535'A LARGE STEEL TANK, SILVER IN COLOR, 135 FEET IN HEIGHT, SUPPORTED
 BJ4535'BY 6 TUBULAR STEEL LEGS.  A RED LIGHT IS AT THE TOP OF TANK.
 BJ4535'
 BJ4535'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1227 ***********************************************************************
 CP1227  DESIGNATION -  DENNIS BOLT
 CP1227  PID         -  CP1227
 CP1227  STATE/COUNTY-  LA/WEST CARROLL
 CP1227  USGS QUAD   -  OAK GROVE (1988)
 CP1227
 CP1227                         *CURRENT SURVEY CONTROL
 CP1227  ___________________________________________________________________
 CP1227* NAD 83(1986)-  32 50 06.     (N)    091 25 50.     (W)     SCALED    
 CP1227* NAVD 88     -        30.70   (+/-2cm)     100.7    (feet)  VERTCON   
 CP1227  ___________________________________________________________________
 CP1227  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1227
 CP1227  VERT ORDER  -  ? (See Below)
 CP1227
 CP1227.The horizontal coordinates were scaled from a topographic map and have
 CP1227.an estimated accuracy of +/- 6 seconds.
 CP1227
 CP1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1227.The vertical order pertains to the NGVD 29 superseded value.
 CP1227
 CP1227.The geoid height was determined by GEOID03.
 CP1227
 CP1227;                    North         East    Units  Estimated Accuracy
 CP1227;SPC LA N     -   259,400.    1,100,130.      MT  (+/- 180 meters Scaled)
 CP1227
 CP1227                          SUPERSEDED SURVEY CONTROL
 CP1227
 CP1227  NGVD 29 (??/??/92)   30.758  (m)          100.91   (f) ADJ UNCH    ?  
 CP1227
 CP1227.Superseded values are not recommended for survey control.
 CP1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1227.See file dsdata.txt to determine how the superseded data were derived.
 CP1227
 CP1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS468340(NAD 83)
 CP1227_MARKER: B = BOLT
 CP1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1227_SP_SET: STONE
 CP1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1227+STABILITY: SURFACE MOTION
 CP1227
 CP1227  HISTORY     - Date     Condition        Report By
 CP1227  HISTORY     - UNK      MONUMENTED       DOD
 CP1227  HISTORY     - 1934     GOOD             DOD
 CP1227  HISTORY     - 1943     POOR             BGCO
 CP1227
 CP1227                          STATION DESCRIPTION
 CP1227
 CP1227'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1227'3.6 MI SW FROM OAK GROVE.
 CP1227'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 3.6 MILES SOUTHWEST OF
 CP1227'OAK GROVE, WEST CARROLL PARISH, LA., SEC. 3, T. 21 N., R 10 E., ON
 CP1227'PROPERTY OF VIRGIL DENNIS, IN NORTHWEST CORNER OF GARDEN.  135 FEET
 CP1227'SOUTHWEST OF SIDE ROAD LEADING EAST.  50 FEET SOUTHEAST OF CENTER LINE
 CP1227'OF HWY. NO. 11 AND 3 FEET FROM FENCE CORNER.
 CP1227
 CP1227                          STATION RECOVERY (1943)
 CP1227
 CP1227'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1943
 CP1227'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1226 ***********************************************************************
 CP1226  DESIGNATION -  DENNIS CAP
 CP1226  PID         -  CP1226
 CP1226  STATE/COUNTY-  LA/WEST CARROLL
 CP1226  USGS QUAD   -  OAK GROVE (1988)
 CP1226
 CP1226                         *CURRENT SURVEY CONTROL
 CP1226  ___________________________________________________________________
 CP1226* NAD 83(1986)-  32 50 06.     (N)    091 25 51.     (W)     SCALED    
 CP1226* NAVD 88     -        31.93   (+/-2cm)     104.8    (feet)  VERTCON   
 CP1226  ___________________________________________________________________
 CP1226  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1226
 CP1226  VERT ORDER  -  ? (See Below)
 CP1226
 CP1226.The horizontal coordinates were scaled from a topographic map and have
 CP1226.an estimated accuracy of +/- 6 seconds.
 CP1226
 CP1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1226.The vertical order pertains to the NGVD 29 superseded value.
 CP1226
 CP1226.The geoid height was determined by GEOID03.
 CP1226
 CP1226;                    North         East    Units  Estimated Accuracy
 CP1226;SPC LA N     -   259,400.    1,100,110.      MT  (+/- 180 meters Scaled)
 CP1226
 CP1226                          SUPERSEDED SURVEY CONTROL
 CP1226
 CP1226  NGVD 29 (??/??/92)   31.995  (m)          104.97   (f) ADJ UNCH    ?  
 CP1226
 CP1226.Superseded values are not recommended for survey control.
 CP1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1226.See file dsdata.txt to determine how the superseded data were derived.
 CP1226
 CP1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS468340(NAD 83)
 CP1226_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1226
 CP1226  HISTORY     - Date     Condition        Report By
 CP1226  HISTORY     - UNK      MONUMENTED       DOD
 CP1226  HISTORY     - 1934     GOOD             DOD
 CP1226  HISTORY     - 1943     POOR             BGCO
 CP1226
 CP1226                          STATION DESCRIPTION
 CP1226
 CP1226'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1226'3.6 MI SW FROM OAK GROVE.
 CP1226'P.B.M. DENNIS IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 3.6 MILES
 CP1226'SOUTHWEST OF OAK GROVE, WEST CARROLL PARISH, LA., SEC. 3, T. 21 N., R
 CP1226'10 E., ON PROPERTY OF VIRGIL DENNIS, IN NORTHWEST CORNER OF GARDEN.
 CP1226'135 FEET SOUTHWEST OF SIDE ROAD LEADING EAST.  50 FEET SOUTHEAST OF
 CP1226'CENTER LINE OF HWY. NO. 11 AND 3 FEET FROM FENCE CORNER.
 CP1226
 CP1226                          STATION RECOVERY (1943)
 CP1226
 CP1226'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1943
 CP1226'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4354 ***********************************************************************
 BJ4354  DESIGNATION -  DENSON
 BJ4354  PID         -  BJ4354
 BJ4354  STATE/COUNTY-  LA/LIVINGSTON
 BJ4354  USGS QUAD   -  WHITEHALL (1980)
 BJ4354
 BJ4354                         *CURRENT SURVEY CONTROL
 BJ4354  ___________________________________________________________________
 BJ4354* NAD 83(1992)-  30 15 45.04706(N)    090 38 05.56883(W)     ADJUSTED  
 BJ4354* NAVD 88     -         1.9  **(meters)       6.   **(feet)  VERTCON   
 BJ4354  **This station is located in a subsidence area (see below).
 BJ4354  ___________________________________________________________________
 BJ4354  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4354  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BJ4354
 BJ4354  HORZ ORDER  -  FIRST
 BJ4354
 BJ4354.The horizontal coordinates were established by classical geodetic methods
 BJ4354.and adjusted by the National Geodetic Survey in January 1993..
 BJ4354
 BJ4354 ** The orthometric height has not been validated since last determined
 BJ4354 ** by differential leveling and should not be used for control purposes.
 BJ4354 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4354 ** area with valid NAVD 88 orthometric heights.
 BJ4354 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4354 ** epoch indicated which incorporates improved geoid heights for the
 BJ4354 ** Southern Louisiana Subsidence area.
 BJ4354 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4354
 BJ4354.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4354
 BJ4354.The geoid height was determined by GEOID03.
 BJ4354
 BJ4354;                    North         East     Units Scale Factor Converg.
 BJ4354;SPC LA S     -   195,569.978 1,067,208.356   MT  0.99993613   +0 20 57.2
 BJ4354;SPC LA S     -   641,632.50  3,501,332.75   sFT  0.99993613   +0 20 57.2
 BJ4354;UTM  15      - 3,350,242.125   727,539.591   MT  1.00023878   +1 11 32.8
 BJ4354
 BJ4354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4354!SPC LA S     -   1.00000390  x   0.99993613  =   0.99994003
 BJ4354!UTM  15      -   1.00000390  x   1.00023878  =   1.00024269
 BJ4354
 BJ4354:                Primary Azimuth Mark                     Grid Az
 BJ4354:SPC LA S     -  DENSON RM 3                              027 52 18.5
 BJ4354:UTM  15      -  DENSON RM 3                              027 01 42.9
 BJ4354
 BJ4354|---------------------------------------------------------------------|
 BJ4354| PID    Reference Object                     Distance      Geod. Az  |
 BJ4354|                                                           dddmmss.s |
 BJ4354| CW1286 DENSON RM 3                                        0281315.7 |
 BJ4354| CW1284 DENSON RM 1                          32.751 METERS 27839     |
 BJ4354| CW1285 DENSON RM 2                          39.426 METERS 35031     |
 BJ4354|---------------------------------------------------------------------|
 BJ4354
 BJ4354                          SUPERSEDED SURVEY CONTROL
 BJ4354
 BJ4354  NAD 83(1986)-  30 15 45.06325(N)    090 38 05.56829(W) AD(       ) 1
 BJ4354  NAD 27      -  30 15 44.35500(N)    090 38 05.24088(W) AD(       ) 1
 BJ4354  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 BJ4354
 BJ4354.Superseded values are not recommended for survey control.
 BJ4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4354.See file dsdata.txt to determine how the superseded data were derived.
 BJ4354
 BJ4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2754050242(NAD 83)
 BJ4354_MARKER: DS = TRIANGULATION STATION DISK
 BJ4354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4354
 BJ4354  HISTORY     - Date     Condition        Report By
 BJ4354  HISTORY     - 1973     MONUMENTED       NGS
 BJ4354
 BJ4354                          STATION DESCRIPTION
 BJ4354
 BJ4354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4354'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF WHITEHALL, 3 MILES
 BJ4354'WEST OF THE WEST EDGE OF LAKE MAUREPAS, 2-1/2 MILES SOUTH-SOUTHEAST
 BJ4354'OF MAUREPAS, 1 MILE EAST-NORTHEAST OF THE BLACK LAKE RIVER BOAT
 BJ4354'LANDING, THIS IS AT THE END OF STATE HIGHWAY 1039.  IT IS IN THE
 BJ4354'SETTLEMENT OF DENSON, BUT IS BETTER KNOWN AS BEAR ISLAND.  ON
 BJ4354'PROPERTY OF THE ST.  MARYS CATHOLIC CHURCH OF DENSON.  PERMISSION
 BJ4354'GRANTED BY FATHER LAWRENCE SEIDEL, ST. STEPHEN MARTYR CHURCH,
 BJ4354'ROUTE 1, SPRINGFIELD, LOUISIANA 70462.  PHONE NUMBER 695-5011.
 BJ4354'
 BJ4354'TO REACH THE STATION FROM THE EAST EDGE OF THE SETTLEMENT OF
 BJ4354'MAUREPAS, AT THE JUNCTION OF STATE HIGHWAY 22 AND 1039, GO SOUTHERLY
 BJ4354'ON STATE HIGHWAY 1039 FOR 2.4 MILES TO THE AZIMUTH MARK ON THE
 BJ4354'RIGHT, WEST SIDE OF ROAD, CONTINUE SOUTHERLY AND WEST ON STATE
 BJ4354'HIGHWAY 1039 FOR 0.25 MILE TO CHURCH ON THE LEFT, SOUTH SIDE OF
 BJ4354'ROAD AND STATION AS DESCRIBED.
 BJ4354'
 BJ4354'STATION MARKS ARE STANDARD DISKS STAMPED DENSON 1973.  THE SURFACE
 BJ4354'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4354'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 183 FEET NORTHWEST OF
 BJ4354'A 30 INCH PECAN TREE, 140 FEET SOUTH OF THE SOUTHWEST CORNER OF
 BJ4354'CHURCH AND 54 FEET WEST OF FENCE CORNER.  THE UNDERGROUND MARK IS
 BJ4354'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BJ4354'GROUND SURFACE.
 BJ4354'
 BJ4354'REFERENCE MARK 1, A STANDARD DISK STAMPED DENSON NO 1 1973, IS SET IN
 BJ4354'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4354'BELOW THE GROUND SURFACE.  IT IS 109 FEET WEST OF THE APPROXIMATE
 BJ4354'CENTER OF SURFACED ROAD, 52 FEET EAST OF FENCE CORNER AND 10 FEET
 BJ4354'NORTH OF FENCE.
 BJ4354'
 BJ4354'REFERENCE MARK 2, A STANDARD DISK STAMPED DENSON NO 2 1973, IS SET IN
 BJ4354'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4354'BELOW GROUND SURFACE.  IT IS 177 FEET SOUTH OF THE APPROXIMATE
 BJ4354'CENTER OF STATE HIGHWAY 1039, 22 FEET SOUTHWEST OF THE SOUTHWEST
 BJ4354'CORNER OF CHURCH, AND 1 FOOT SOUTH OF FENCE CORNER.
 BJ4354'
 BJ4354'REFERENCE MARK 3 (AZIMUTH MARK), A STANDARD DISK STAMPED DENSON NO 3
 BJ4354'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4354'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 63.5 FEET
 BJ4354'NORTHWEST OF POWERLINE POLE NUMBER 45, 31 FEET WEST OF THE
 BJ4354'APPROXIMATE CENTER OF ROAD, 3.5 FEET SOUTH OF METAL WITNESS POST WITH
 BJ4354'SIGN ATTACHED AND 1.8 FEET EAST OF FENCE.
 BJ4354'
 BJ4354'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2727 ***********************************************************************
 AU2727  DESIGNATION -  DENTAL
 AU2727  PID         -  AU2727
 AU2727  STATE/COUNTY-  LA/ORLEANS
 AU2727  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2727
 AU2727                         *CURRENT SURVEY CONTROL
 AU2727  ___________________________________________________________________
 AU2727* NAD 83(1992)-  29 59 29.62686(N)    090 05 01.71237(W)     ADJUSTED  
 AU2727* NAVD 88     -        38.7  **(meters)     127.   **(feet)  VERTCON   
 AU2727  **This station is located in a subsidence area (see below).
 AU2727  ___________________________________________________________________
 AU2727  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AU2727  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AU2727
 AU2727  HORZ ORDER  -  FIRST
 AU2727
 AU2727.The horizontal coordinates were established by classical geodetic methods
 AU2727.and adjusted by the National Geodetic Survey in January 1993..
 AU2727
 AU2727 ** The orthometric height has not been validated since last determined
 AU2727 ** by differential leveling and should not be used for control purposes.
 AU2727 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2727 ** area with valid NAVD 88 orthometric heights.
 AU2727 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2727 ** epoch indicated which incorporates improved geoid heights for the
 AU2727 ** Southern Louisiana Subsidence area.
 AU2727 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2727
 AU2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2727
 AU2727.The geoid height was determined by GEOID03.
 AU2727
 AU2727;                    North         East     Units Scale Factor Converg.
 AU2727;SPC LA S     -   165,988.553 1,120,560.812   MT  0.99992576   +0 37 29.2
 AU2727;SPC LA S     -   544,580.78  3,676,373.26   sFT  0.99992576   +0 37 29.2
 AU2727;UTM  15      - 3,321,431.419   781,344.868   MT  1.00057671   +1 27 31.3
 AU2727
 AU2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2727!SPC LA S     -   0.99999802  x   0.99992576  =   0.99992378
 AU2727!UTM  15      -   0.99999802  x   1.00057671  =   1.00057473
 AU2727
 AU2727:                Primary Azimuth Mark                     Grid Az
 AU2727:SPC LA S     -  NEW ORLEANS ST FRANCIS CABR CH           016 55 32.7
 AU2727:UTM  15      -  NEW ORLEANS ST FRANCIS CABR CH           016 05 30.6
 AU2727
 AU2727|---------------------------------------------------------------------|
 AU2727| PID    Reference Object                     Distance      Geod. Az  |
 AU2727|                                                           dddmmss.s |
 AU2727| BJ4278 NEW ORLEANS ST FRANCIS CABR CH      APPROX. 2.6 KM 0173301.9 |
 AU2727| DD6591 DENTAL RP 1                           4.655 METERS 03849     |
 AU2727| BJ4268 NEW ORLEANS LAKEFRONT APT TWR       APPROX. 7.5 KM 0484001.8 |
 AU2727| BJ4279 NEW ORLEANS EQUITABLE EQUIP TK      APPROX. 5.5 KM 0701123.4 |
 AU2727| BJ4276 NEW ORLEANS GORDON TRANSP MAST      APPROX. 5.0 KM 0770656.9 |
 AU2727| AU2702 INTRA                               APPROX. 6.2 KM 0842932.2 |
 AU2727| AU2699 NEW ORLEANS IN HBR E BK HI TR       APPROX. 6.5 KM 0920506.0 |
 AU2727| AU2709 NEW ORLEANS RAD STA WBOK TOWER      APPROX. 3.7 KM 0943130.0 |
 AU2727| AU2705 NEW ORLEANS W BANK HIGHLINE TR      APPROX. 6.0 KM 1004751.5 |
 AU2727| AU2701 NEW ORLEANS E BANK HIGHLINE TR      APPROX. 6.3 KM 1010021.9 |
 AU2727| AU2688 NEW ORLEANS FLA AVE INCIN STK       APPROX. 2.6 KM 1025250.5 |
 AU2727| AU2706 NEW ORLEANS LONE STAR TALL STK      APPROX. 5.7 KM 1054303.0 |
 AU2727| AU2693 ALGIERS USN WATER TANK              APPROX. 6.8 KM 1345543.1 |
 AU2727| AU2712 NEW ORLEANS TV STA WGNO TOWER       APPROX. 5.1 KM 1572916.8 |
 AU2727| DD6592 DENTAL RP 2                          13.240 METERS 16735     |
 AU2727| AU2667 NEW ORLEANS FALSTAFF BREW SIGN      APPROX. 3.6 KM 1905046.9 |
 AU2727| AU2730 NEW ORLEANS BELL TEL MICROWAVE      APPROX. 4.4 KM 1983246.9 |
 AU2727| AU2765 NINE MILE CROSSING E BK HI LN       APPROX. 6.8 KM 2281507.2 |
 AU2727| AU2761 NINE MILE CROSSING W BK HI LN       APPROX. 7.7 KM 2294626.9 |
 AU2727| AU2731 NEW ORLEANS FIRE DEPT RAD MAST      APPROX. 1.9 KM 2552840.5 |
 AU2727| AU2784 METAIRIE EAST WATER TANK            APPROX. 7.2 KM 2744256.7 |
 AU2727| AU2653 NEW ORLEANS RAD KKC 590 TOWER       APPROX. 3.3 KM 2843046.6 |
 AU2727| BJ4246 NEW ORLEANS RAD KKD 758 TOWER       APPROX. 4.8 KM 3231739.4 |
 AU2727|---------------------------------------------------------------------|
 AU2727
 AU2727                          SUPERSEDED SURVEY CONTROL
 AU2727
 AU2727  NAD 83(1986)-  29 59 29.64135(N)    090 05 01.71112(W) AD(       ) 1
 AU2727  NAD 27      -  29 59 28.91143(N)    090 05 01.45163(W) AD(       ) 1
 AU2727  NGVD 29 (07/19/86)   38.8    (m)          127.     (f) VERT ANG       
 AU2727
 AU2727.Superseded values are not recommended for survey control.
 AU2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2727.See file dsdata.txt to determine how the superseded data were derived.
 AU2727
 AU2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8134521431(NAD 83)
 AU2727_MARKER: DS = TRIANGULATION STATION DISK
 AU2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2727
 AU2727  HISTORY     - Date     Condition        Report By
 AU2727  HISTORY     - 1972     MONUMENTED       NGS
 AU2727
 AU2727                          STATION DESCRIPTION
 AU2727
 AU2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2727'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 AU2727'
 AU2727'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF NEW ORLEANS, ON
 AU2727'THE ROOF OF THE DENTAL CLINIC BUILDING OF THE LOUISIANA STATE
 AU2727'UNIVERSITY MEDICAL CENTER WILLIAM PITCHER PLAZA, ATTENTION MR.
 AU2727'EDWARD WELCH, BUSINESS MANAGER OF THE DENTAL CLINIC BUILDING, PHONE
 AU2727'947-9961 EXT. 301 HAS AN OFFICE IN THE BUILDING.
 AU2727'
 AU2727'STATION MARK IS A STANDARD DISK STAMPED DENTAL 1972, SET IN THE TOP
 AU2727'OF A 12 INCH SQUARE CONCRETE MONUMENT BONDED TO THE ROOF TOP AND
 AU2727'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE ROOF.  IT IS 19.9 FEET
 AU2727'WEST OF THE EAST EDGE OF THE ROOF AND 16.9 FEET SOUTH OF THE NORTH
 AU2727'EDGE OF THE ROOF.
 AU2727'
 AU2727'REFERENCE POINT 1, A PUNCH HOLE IN THE NORTHWEST CORNER OF THE METAL
 AU2727'RIM AROUND A SMALL ELECTRIC PHOTO CONTROL FIXTURE MARKED WITH RED
 AU2727'PAINT.  IT IS 9.5 FEET WEST OF THE EAST EDGE OF THE ROOF AND 5.5
 AU2727'FEET SOUTH OF THE NORTH EDGE OF THE ROOF AND PROJECTS 1 INCH ABOVE
 AU2727'THE SURFACE OF THE ROOF.
 AU2727'
 AU2727'REFERENCE POINT 2, A PUNCH HOLE IN THE NORTHEAST CORNER OF A LARGE
 AU2727'METAL VENT MARKED WITH RED PAINT AND PROJECTS 26 INCHES ABOVE THE
 AU2727'SURFACE OF THE ROOF.  IT IS 60 FEET SOUTH OF THE NORTH EDGE OF THE
 AU2727'ROOF AND 12 FEET WEST OF THE EAST EDGE OF THE ROOF.
 AU2727'
 AU2727'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3188 ***********************************************************************
 BK3188  DESIGNATION -  DEQUINCY MO PACIFIC RR TANK
 BK3188  PID         -  BK3188
 BK3188  STATE/COUNTY-  LA/CALCASIEU
 BK3188  USGS QUAD   -  DE QUINCY (1994)
 BK3188
 BK3188                         *CURRENT SURVEY CONTROL
 BK3188  ___________________________________________________________________
 BK3188* NAD 83(1992)-  30 26 44.25896(N)    093 26 02.03820(W)     ADJUSTED  
 BK3188* NAVD 88     -                                                        
 BK3188  ___________________________________________________________________
 BK3188  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK3188  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3188
 BK3188  HORZ ORDER  -  THIRD
 BK3188
 BK3188.The horizontal coordinates were established by classical geodetic methods
 BK3188.and adjusted by the National Geodetic Survey in January 1993..
 BK3188
 BK3188
 BK3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3188
 BK3188.The geoid height was determined by GEOID03.
 BK3188
 BK3188;                    North         East     Units Scale Factor Converg.
 BK3188;SPC LA S     -   217,512.984   798,256.055   MT  0.99995577   -1 03 01.1
 BK3188;SPC LA S     -   713,623.85  2,618,945.07   sFT  0.99995577   -1 03 01.1
 BK3188;UTM  15      - 3,368,246.101   458,339.440   MT  0.99962141   -0 13 11.5
 BK3188
 BK3188                          SUPERSEDED SURVEY CONTROL
 BK3188
 BK3188  NAD 83(1986)-  30 26 44.27842(N)    093 26 02.03043(W) AD(       ) 4
 BK3188  NAD 27      -  30 26 43.56632(N)    093 26 01.43982(W) AD(       ) 3
 BK3188
 BK3188.Superseded values are not recommended for survey control.
 BK3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3188.See file dsdata.txt to determine how the superseded data were derived.
 BK3188
 BK3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5833968246(NAD 83)
 BK3188_MARKER: 53 = ELEVATED TANK
 BK3188
 BK3188  HISTORY     - Date     Condition        Report By
 BK3188  HISTORY     - 1941     FIRST OBSERVED   CGS
 BK3188  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 BK3188  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3188
 BK3188                          STATION DESCRIPTION
 BK3188
 BK3188'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3188'TANK IS IN THE EXTREME S PART OF THE TOWN OF DE QUINCY ON
 BK3188'PROPERTY OF THE MISSOURI PACIFIC RAILROAD SHOPS, ABOUT 75
 BK3188'PACES N OF THE MAIN LINE TRACKS.  TANK AND 4 LEG TRUSSWORK
 BK3188'SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED BLACK
 BK3188'AND ABOUT 100 FEET HIGH.  THE TANK HAS THE MISSOURI PACIFIC
 BK3188'EMBLEM AND THE LETTERS MISSOURI PACIFIC LINES ON ITS SIDES.
 BK3188'
 BK3188'OBSERVATIONS MADE TO THE APEX OF THE CONICAL ROOF.
 BK3188
 BK3188                          STATION RECOVERY (1996)
 BK3188
 BK3188'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3188'MARK NOT FOUND.
 BK3188
 BK3188                          STATION RECOVERY (2002)
 BK3188
 BK3188'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK3188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3190 ***********************************************************************
 BK3190  DESIGNATION -  DEQUINCY MUNICIPAL TANK
 BK3190  PID         -  BK3190
 BK3190  STATE/COUNTY-  LA/CALCASIEU
 BK3190  USGS QUAD   -  DE QUINCY (1994)
 BK3190
 BK3190                         *CURRENT SURVEY CONTROL
 BK3190  ___________________________________________________________________
 BK3190* NAD 83(1992)-  30 27 00.57344(N)    093 25 57.92089(W)     ADJUSTED  
 BK3190* NAVD 88     -                                                        
 BK3190  ___________________________________________________________________
 BK3190  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK3190  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3190
 BK3190  HORZ ORDER  -  THIRD
 BK3190
 BK3190.The horizontal coordinates were established by classical geodetic methods
 BK3190.and adjusted by the National Geodetic Survey in January 1993..
 BK3190
 BK3190
 BK3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3190
 BK3190.The geoid height was determined by GEOID03.
 BK3190
 BK3190;                    North         East     Units Scale Factor Converg.
 BK3190;SPC LA S     -   218,013.260   798,375.090   MT  0.99995639   -1 02 59.1
 BK3190;SPC LA S     -   715,265.17  2,619,335.61   sFT  0.99995639   -1 02 59.1
 BK3190;UTM  15      - 3,368,747.882   458,451.174   MT  0.99962130   -0 13 09.5
 BK3190
 BK3190                          SUPERSEDED SURVEY CONTROL
 BK3190
 BK3190  NAD 83(1986)-  30 27 00.59292(N)    093 25 57.91349(W) AD(       ) 4
 BK3190  NAD 27      -  30 26 59.87992(N)    093 25 57.31897(W) AD(       ) 3
 BK3190
 BK3190.Superseded values are not recommended for survey control.
 BK3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3190.See file dsdata.txt to determine how the superseded data were derived.
 BK3190
 BK3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5845168748(NAD 83)
 BK3190_MARKER: 53 = ELEVATED TANK
 BK3190
 BK3190  HISTORY     - Date     Condition        Report By
 BK3190  HISTORY     - 1941     FIRST OBSERVED   CGS
 BK3190  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 BK3190  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3190
 BK3190                          STATION DESCRIPTION
 BK3190
 BK3190'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3190'TANK IS NEAR THE CENTER OF THE CITY OF DE QUINCY, 21 PACES
 BK3190'W OF THE CENTER LINE OF COLLEGE STREET, AND 90 PACES S
 BK3190'OF THE CENTER LINE OF 4TH STREET, WHICH IS STATE HIGHWAY
 BK3190'7.  IT IS OWNED BY THE GULF STATE UTILITIES COMPANY.  THE
 BK3190'TANK AND 4 LEG TRUSSWORK SUPPORTING TOWER ARE OF STEEL
 BK3190'CONSTRUCTION, PAINTED ALUMINUM, AND THE ENTIRE STRUCTURE IS ABOUT
 BK3190'130 FEET HIGH.
 BK3190'
 BK3190'OBSERVATIONS MADE TO APEX OF CONICAL ROOF.
 BK3190
 BK3190                          STATION RECOVERY (1996)
 BK3190
 BK3190'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3190'MARK NOT FOUND.
 BK3190
 BK3190                          STATION RECOVERY (2002)
 BK3190
 BK3190'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK3190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3189 ***********************************************************************
 BK3189  DESIGNATION -  DEQUINCY NEWPORT INDUST TK
 BK3189  PID         -  BK3189
 BK3189  STATE/COUNTY-  LA/CALCASIEU
 BK3189  USGS QUAD   -  DE QUINCY (1994)
 BK3189
 BK3189                         *CURRENT SURVEY CONTROL
 BK3189  ___________________________________________________________________
 BK3189* NAD 83(1992)-  30 26 54.57446(N)    093 25 33.90511(W)     ADJUSTED  
 BK3189* NAVD 88     -                                                        
 BK3189  ___________________________________________________________________
 BK3189  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK3189  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK3189
 BK3189  HORZ ORDER  -  THIRD
 BK3189
 BK3189.The horizontal coordinates were established by classical geodetic methods
 BK3189.and adjusted by the National Geodetic Survey in January 1993..
 BK3189
 BK3189
 BK3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3189
 BK3189.The geoid height was determined by GEOID03.
 BK3189
 BK3189;                    North         East     Units Scale Factor Converg.
 BK3189;SPC LA S     -   217,816.844   799,012.321   MT  0.99995616   -1 02 47.0
 BK3189;SPC LA S     -   714,620.76  2,621,426.26   sFT  0.99995616   -1 02 47.0
 BK3189;UTM  15      - 3,368,560.785   459,090.971   MT  0.99962065   -0 12 57.3
 BK3189
 BK3189                          SUPERSEDED SURVEY CONTROL
 BK3189
 BK3189  NAD 83(1986)-  30 26 54.59378(N)    093 25 33.89777(W) AD(       ) 4
 BK3189  NAD 27      -  30 26 53.88091(N)    093 25 33.30283(W) AD(       ) 3
 BK3189
 BK3189.Superseded values are not recommended for survey control.
 BK3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3189.See file dsdata.txt to determine how the superseded data were derived.
 BK3189
 BK3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5909168561(NAD 83)
 BK3189_MARKER: 53 = ELEVATED TANK
 BK3189
 BK3189  HISTORY     - Date     Condition        Report By
 BK3189  HISTORY     - 1941     FIRST OBSERVED   CGS
 BK3189  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 BK3189  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3189
 BK3189                          STATION DESCRIPTION
 BK3189
 BK3189'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3189'TANK IS ON THE E EDGE OF THE TOWN OF DE QUINCY, ABOUT 0.1
 BK3189'MILE S OF STATE HIGHWAY 7 AND 50 YARDS E OF THE LAKE CHARLES-DE
 BK3189'QUINCY HIGHWAY, NEAR THE CENTER OF A GROUP OF BUILDINGS
 BK3189'OWNED BY THE NEWPORT INDUSTRIES INCORPORATED, CHEMICAL
 BK3189'MANUFACTURING COMPANY.  THE STRUCTURE CONSISTS OF TWO BLACK STEEL
 BK3189'TANKS, ONE ABOVE THE OTHER, SUPPORTED BY A FOUR LEG
 BK3189'TRUSSWORK TOWER, ONE TANK 60 FEET ABOVE THE GROUND, THE TOP
 BK3189'TANK 143 FEET ABOVE THE GROUND.
 BK3189'
 BK3189'OBSERVATIONS MADE TO APEX OF CONICAL ROOF ON THE TOP TANK.
 BK3189
 BK3189                          STATION RECOVERY (1996)
 BK3189
 BK3189'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3189'MARK NOT FOUND.
 BK3189
 BK3189                          STATION RECOVERY (2002)
 BK3189
 BK3189'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK3189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2772 ***********************************************************************
 BX2772  DESIGNATION -  DERBONNE
 BX2772  PID         -  BX2772
 BX2772  STATE/COUNTY-  LA/NATCHITOCHES
 BX2772  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2772
 BX2772                         *CURRENT SURVEY CONTROL
 BX2772  ___________________________________________________________________
 BX2772* NAD 83(1992)-  31 32 11.23751(N)    092 58 52.12646(W)     ADJUSTED  
 BX2772* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 BX2772  ___________________________________________________________________
 BX2772  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 BX2772  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2772
 BX2772  HORZ ORDER  -  FIRST
 BX2772
 BX2772.The horizontal coordinates were established by classical geodetic methods
 BX2772.and adjusted by the National Geodetic Survey in January 1993..
 BX2772
 BX2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2772
 BX2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2772
 BX2772.The geoid height was determined by GEOID03.
 BX2772
 BX2772;                    North         East     Units Scale Factor Converg.
 BX2772;SPC LA N     -   115,018.754   954,310.776   MT  0.99993674   -0 15 15.8
 BX2772;SPC LA N     -   377,357.36  3,130,934.60   sFT  0.99993674   -0 15 15.8
 BX2772;UTM  15      - 3,489,057.241   501,789.740   MT  0.99960004   +0 00 35.5
 BX2772
 BX2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2772!SPC LA N     -   0.99999915  x   0.99993674  =   0.99993589
 BX2772!UTM  15      -   0.99999915  x   0.99960004  =   0.99959919
 BX2772
 BX2772|---------------------------------------------------------------------|
 BX2772| PID    Reference Object                     Distance      Geod. Az  |
 BX2772|                                                           dddmmss.s |
 BX2772| CY4246 DERBONNE RM 1                        29.276 METERS 02916     |
 BX2772| CY4245 DERBONNE AZ MK                                     2620850.2 |
 BX2772| CY4247 DERBONNE RM 2                        26.450 METERS 30357     |
 BX2772|---------------------------------------------------------------------|
 BX2772
 BX2772                          SUPERSEDED SURVEY CONTROL
 BX2772
 BX2772  NAD 83(1986)-  31 32 11.25812(N)    092 58 52.11867(W) AD(       ) 1
 BX2772  NAD 27      -  31 32 10.65050(N)    092 58 51.53850(W) AD(       ) 1
 BX2772  NGVD 29 (07/19/86)   31.6    (m)          104.     (f) VERT ANG       
 BX2772
 BX2772.Superseded values are not recommended for survey control.
 BX2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2772.See file dsdata.txt to determine how the superseded data were derived.
 BX2772
 BX2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0179089057(NAD 83)
 BX2772_MARKER: DS = TRIANGULATION STATION DISK
 BX2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2772
 BX2772  HISTORY     - Date     Condition        Report By
 BX2772  HISTORY     - 1969     MONUMENTED       CGS
 BX2772
 BX2772                          STATION DESCRIPTION
 BX2772
 BX2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2772'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF LAKE IATT,
 BX2772'ABOUT 16 MILES SOUTHEAST OF NATCHITOCHES, ABOUT 2 MILES WEST
 BX2772'OF THE POST OFFICE IN DERRY AND ON THE SOUTH BANK OF THE
 BX2772'DERBONNE BAYOU.  IT IS JUST NORTH OF THE NORTHEAST CORNER OF
 BX2772'SECTION 4, T. 6 N, R. 6 W. AND ON PROPERTY OWNED BY MR. GERALD
 BX2772'RUSSELL.
 BX2772'
 BX2772'TO REACH THE STATION FROM THE POST OFFICE IN DERRY, GO
 BX2772'NORTHWEST ON STATE HIGHWAY 1 FOR 0.15 MILE TO A GRAVELED SIDE
 BX2772'ROAD LEFT.  TURN LEFT AND FOLLOW GRAVELED ROAD WESTERLY ALONG
 BX2772'THE SOUTH SIDE OF BAYOU, THEN DUE NORTH ON THE SAME GRAVELED
 BX2772'ROAD FOR 2.9 MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT INTO
 BX2772'DRIVEWAY AND STATION NORTH-NORTHEAST OF THE NORTHEAST CORNER
 BX2772'OF HOUSE, AS DESCRIBED.
 BX2772'
 BX2772'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON THE
 BX2772'SOUTH BANK OF THE DERBONNE BAYOU FOR 0.45 MILE TO FENCE CORNER
 BX2772'AND MARK ON THE LEFT, AS DESCRIBED.
 BX2772'
 BX2772'THE STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 BX2772'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 BX2772'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BX2772'DERBONNE 1968.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BX2772'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 BX2772'DISK IS STAMPED DERBONNE 1968.  THE MARK IS 97 FEET WEST OF THE
 BX2772'APPROXIMATE CENTER OF GRAVELED ROAD, 82 FEET SOUTH OF THE SOUTH
 BX2772'BANK OF BAYOU AND 71.8 FEET NORTH-NORTHEAST OF THE NORTHEAST
 BX2772'CORNER OF HOUSE.
 BX2772'
 BX2772'AZIMUTH MARK IS MARKED BY A STANDARD DISK, SET IN THE TOP OF
 BX2772'A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH
 BX2772'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED DERBONNE
 BX2772'1968.  THE MARK IS 19.5 FEET EAST OF THE FENCE CORNER, 1.6 FEET
 BX2772'EAST OF METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT NORTH
 BX2772'OF FENCELINE.
 BX2772'
 BX2772'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK, SET IN THE
 BX2772'TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH
 BX2772'WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED DERBONNE NO
 BX2772'1 1968.  THE MARK IS 49 FEET WEST OF THE APPROXIMATE CENTER OF
 BX2772'GRAVELED ROAD, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BX2772'BRIDGE GUARDRAIL, 27 FEET SOUTH OF A 16 INCH PECAN TREE, 25
 BX2772'FEET SOUTHWEST OF FENCE CORNERPOST AND 18 FEET WEST OF AN
 BX2772'UTILITY POLE.
 BX2772'
 BX2772'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK, SET IN
 BX2772'THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS SET
 BX2772'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BX2772'DERBONNE NO 2 1968.  THE MARK IS 39 FEET NORTHEAST OF AN OLD
 BX2772'LOG CONSTRUCTED SHED, 37 FEET WEST OF A SMALL SHED AND 29 FEET
 BX2772'SOUTH OF AN 18 INCH PECAN TREE.
 BX2772'
 BX2772'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BX2772'IS 124.09 FEET OR (37.823) METERS.
 BX2772'
 BX2772'HEIGHT OF LIGHT ABOVE STATION MARK 34.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3070 ***********************************************************************
 BK3070  DESIGNATION -  DERIDDER CABLE TV MAST
 BK3070  PID         -  BK3070
 BK3070  STATE/COUNTY-  LA/BEAUREGARD
 BK3070  USGS QUAD   -  DERIDDER (1994)
 BK3070
 BK3070                         *CURRENT SURVEY CONTROL
 BK3070  ___________________________________________________________________
 BK3070* NAD 83(1992)-  30 52 09.80131(N)    093 17 15.85980(W)     ADJUSTED  
 BK3070* NAVD 88     -                                                        
 BK3070  ___________________________________________________________________
 BK3070  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 BK3070  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK3070
 BK3070  HORZ ORDER  -  THIRD
 BK3070
 BK3070.The horizontal coordinates were established by classical geodetic methods
 BK3070.and adjusted by the National Geodetic Survey in January 1993..
 BK3070
 BK3070
 BK3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3070
 BK3070.The geoid height was determined by GEOID03.
 BK3070
 BK3070;                    North         East     Units Scale Factor Converg.
 BK3070;SPC LA S     -   264,237.224   813,093.536   MT  1.00004041   -0 58 38.0
 BK3070;SPC LA S     -   866,918.29  2,667,624.38   sFT  1.00004041   -0 58 38.0
 BK3070;UTM  15      - 3,415,162.567   472,493.284   MT  0.99960933   -0 08 51.5
 BK3070
 BK3070                          SUPERSEDED SURVEY CONTROL
 BK3070
 BK3070  NAD 83(1986)-  30 52 09.82042(N)    093 17 15.84877(W) AD(       ) 4
 BK3070  NAD 27      -  30 52 09.11985(N)    093 17 15.25797(W) AD(       ) 3
 BK3070
 BK3070.Superseded values are not recommended for survey control.
 BK3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3070.See file dsdata.txt to determine how the superseded data were derived.
 BK3070
 BK3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7249315163(NAD 83)
 BK3070_MARKER: 42 = RADIO/TV MAST
 BK3070
 BK3070  HISTORY     - Date     Condition        Report By
 BK3070  HISTORY     - 1972     FIRST OBSERVED   NGS
 BK3070
 BK3070                          STATION DESCRIPTION
 BK3070
 BK3070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BK3070'THE DERIDDER CABLE TELEVISION COMPANY MAST IS LOCATED 2 MILES NORTH
 BK3070'OF DERIDDER AND 0.2 MILE WEST OF U. S. HIGHWAY 171 IN THE WEST EDGE
 BK3070'OF THE COMMUNITY OF LUDINGTON.  IT IS OWNED BY THE DERIDDER
 BK3070'CABLEVISION COMPANY.
 BK3070'
 BK3070'IT IS A TRIANGULAR IN CROSSECTION STEEL STRUCTURE, PAINTED
 BK3070'ALTERNATELY RED AND WHITE WITH NUMEROUS ANTENNAE ATTACHED AND HAS AN
 BK3070'OVERALL HEIGHT OF 422 FEET.
 BK3070'
 BK3070'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3065 ***********************************************************************
 BK3065  DESIGNATION -  DERIDDER CROSBY CHEM INC STACK
 BK3065  PID         -  BK3065
 BK3065  STATE/COUNTY-  LA/BEAUREGARD
 BK3065  USGS QUAD   -  DERIDDER (1994)
 BK3065
 BK3065                         *CURRENT SURVEY CONTROL
 BK3065  ___________________________________________________________________
 BK3065* NAD 83(1992)-  30 49 31.77367(N)    093 17 09.11627(W)     ADJUSTED  
 BK3065* NAVD 88     -                                                        
 BK3065  ___________________________________________________________________
 BK3065  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BK3065  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK3065
 BK3065  HORZ ORDER  -  THIRD
 BK3065
 BK3065.The horizontal coordinates were established by classical geodetic methods
 BK3065.and adjusted by the National Geodetic Survey in January 1993..
 BK3065
 BK3065
 BK3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3065
 BK3065.The geoid height was determined by GEOID03.
 BK3065
 BK3065;                    North         East     Units Scale Factor Converg.
 BK3065;SPC LA S     -   259,368.034   813,189.735   MT  1.00002910   -0 58 34.6
 BK3065;SPC LA S     -   850,943.29  2,667,939.99   sFT  1.00002910   -0 58 34.6
 BK3065;UTM  15      - 3,410,297.351   472,659.910   MT  0.99960922   -0 08 47.3
 BK3065
 BK3065                          SUPERSEDED SURVEY CONTROL
 BK3065
 BK3065  NAD 83(1986)-  30 49 31.78788(N)    093 17 09.11050(W) AD(       ) 4
 BK3065  NAD 27      -  30 49 31.08146(N)    093 17 08.52723(W) AD(       ) 3
 BK3065
 BK3065.Superseded values are not recommended for survey control.
 BK3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3065.See file dsdata.txt to determine how the superseded data were derived.
 BK3065
 BK3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7266010297(NAD 83)
 BK3065_MARKER: 63 = STACK
 BK3065
 BK3065  HISTORY     - Date     Condition        Report By
 BK3065  HISTORY     - 1966     FIRST OBSERVED   CGS
 BK3065
 BK3065                          STATION DESCRIPTION
 BK3065
 BK3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3065'THE TOP CENTER OF THE CROSBY CHEMICAL INC. STACK, LOCATED
 BK3065'NEAR THE CENTER OF THE CROSBY CHEMICAL PLANT ABOUT 1.0 MILE
 BK3065'SOUTH OF DE RIDDER.  THE STACK IS A CONCRETE STACK, GRAY IN
 BK3065'COLOR AND IS ABOUT 200 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3066 ***********************************************************************
 BK3066  DESIGNATION -  DERIDDER CROSBY CHEM INC TANK
 BK3066  PID         -  BK3066
 BK3066  STATE/COUNTY-  LA/BEAUREGARD
 BK3066  USGS QUAD   -  DERIDDER (1994)
 BK3066
 BK3066                         *CURRENT SURVEY CONTROL
 BK3066  ___________________________________________________________________
 BK3066* NAD 83(1992)-  30 49 29.23429(N)    093 17 11.59075(W)     ADJUSTED  
 BK3066* NAVD 88     -                                                        
 BK3066  ___________________________________________________________________
 BK3066  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BK3066  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK3066
 BK3066  HORZ ORDER  -  THIRD
 BK3066
 BK3066.The horizontal coordinates were established by classical geodetic methods
 BK3066.and adjusted by the National Geodetic Survey in January 1993..
 BK3066
 BK3066
 BK3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3066
 BK3066.The geoid height was determined by GEOID03.
 BK3066
 BK3066;                    North         East     Units Scale Factor Converg.
 BK3066;SPC LA S     -   259,290.960   813,122.645   MT  1.00002892   -0 58 35.9
 BK3066;SPC LA S     -   850,690.42  2,667,719.88   sFT  1.00002892   -0 58 35.9
 BK3066;UTM  15      - 3,410,219.347   472,593.971   MT  0.99960926   -0 08 48.6
 BK3066
 BK3066                          SUPERSEDED SURVEY CONTROL
 BK3066
 BK3066  NAD 83(1986)-  30 49 29.24850(N)    093 17 11.58498(W) AD(       ) 4
 BK3066  NAD 27      -  30 49 28.54193(N)    093 17 11.00132(W) AD(       ) 3
 BK3066
 BK3066.Superseded values are not recommended for survey control.
 BK3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3066.See file dsdata.txt to determine how the superseded data were derived.
 BK3066
 BK3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7259410219(NAD 83)
 BK3066_MARKER: 53 = ELEVATED TANK
 BK3066
 BK3066  HISTORY     - Date     Condition        Report By
 BK3066  HISTORY     - 1966     FIRST OBSERVED   CGS
 BK3066
 BK3066                          STATION DESCRIPTION
 BK3066
 BK3066'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3066'THE FINIAL AT THE TOP CENTER OF THE CROSBY CHEMICAL INC. WATER
 BK3066'TANK, LOCATED NEAR THE CENTER OF THE CROSBY CHEMICAL PLANT ABOUT
 BK3066'1.0 MILE SOUTH OF DE RIDDER.  THE TANK IS PAINTED SILVER,
 BK3066'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS ABOUT 125
 BK3066'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3067 ***********************************************************************
 BK3067  DESIGNATION -  DERIDDER LA W AND F COMM MAST
 BK3067  PID         -  BK3067
 BK3067  STATE/COUNTY-  LA/BEAUREGARD
 BK3067  USGS QUAD   -  DERIDDER (1994)
 BK3067
 BK3067                         *CURRENT SURVEY CONTROL
 BK3067  ___________________________________________________________________
 BK3067* NAD 83(1992)-  30 49 56.58074(N)    093 19 56.98045(W)     ADJUSTED  
 BK3067* NAVD 88     -                                                        
 BK3067  ___________________________________________________________________
 BK3067  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BK3067  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK3067
 BK3067  HORZ ORDER  -  THIRD
 BK3067
 BK3067.The horizontal coordinates were established by classical geodetic methods
 BK3067.and adjusted by the National Geodetic Survey in January 1993..
 BK3067.No horizontal observational check was made to the station.
 BK3067
 BK3067
 BK3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3067
 BK3067.The geoid height was determined by GEOID03.
 BK3067
 BK3067;                    North         East     Units Scale Factor Converg.
 BK3067;SPC LA S     -   260,208.830   808,742.245   MT  1.00003083   -0 59 58.6
 BK3067;SPC LA S     -   853,701.80  2,653,348.52   sFT  1.00003083   -0 59 58.6
 BK3067;UTM  15      - 3,411,073.348   468,202.583   MT  0.99961247   -0 10 13.5
 BK3067
 BK3067                          SUPERSEDED SURVEY CONTROL
 BK3067
 BK3067  NAD 83(1986)-  30 49 56.58595(N)    093 19 56.96643(W) AD(       ) 4
 BK3067  NAD 27      -  30 49 55.88408(N)    093 19 56.38285(W) AD(       ) 3
 BK3067
 BK3067.Superseded values are not recommended for survey control.
 BK3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3067.See file dsdata.txt to determine how the superseded data were derived.
 BK3067
 BK3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6820311073(NAD 83)
 BK3067_MARKER: 42 = RADIO/TV MAST
 BK3067
 BK3067  HISTORY     - Date     Condition        Report By
 BK3067  HISTORY     - 1966     FIRST OBSERVED   CGS
 BK3067
 BK3067                          STATION DESCRIPTION
 BK3067
 BK3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3067'THE RED LIGHT AT THE TOP OF THE LOUISIANA FORESTRY COMMISSION
 BK3067'DISTRICT VII RADIO MAST, LOCATED BETWEEN U.S. HIGHWAY 190 AND
 BK3067'STATE HIGHWAY 3099 ABOUT 1.75 MILES SOUTHWEST OF DE RIDDER.  IT
 BK3067'IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED
 BK3067'IN ALTERNATE BANDS OF RED AND WHITE AND IS ABOUT 165 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1334 ***********************************************************************
 BK1334  DESIGNATION -  DERIDDER MAGNETIC AZ MK
 BK1334  PID         -  BK1334
 BK1334  STATE/COUNTY-  LA/BEAUREGARD
 BK1334  USGS QUAD   -  DERIDDER (1994)
 BK1334
 BK1334                         *CURRENT SURVEY CONTROL
 BK1334  ___________________________________________________________________
 BK1334* NAD 83(1986)-  30 50 34.     (N)    093 16 18.     (W)     SCALED    
 BK1334* NAVD 88     -        57.127  (meters)     187.42   (feet)  ADJUSTED  
 BK1334  ___________________________________________________________________
 BK1334  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1334  DYNAMIC HT  -          57.055 (meters)     187.19  (feet)  COMP
 BK1334  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 BK1334
 BK1334  VERT ORDER  -  SECOND    CLASS 0
 BK1334
 BK1334.The horizontal coordinates were scaled from a topographic map and have
 BK1334.an estimated accuracy of +/- 6 seconds.
 BK1334
 BK1334.The orthometric height was determined by differential leveling
 BK1334.and adjusted by the National Geodetic Survey in February 1994..
 BK1334
 BK1334.The geoid height was determined by GEOID03.
 BK1334
 BK1334.The dynamic height is computed by dividing the NAVD 88
 BK1334.geopotential number by the normal gravity value computed on the
 BK1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1334.degrees latitude (g = 980.6199 gals.).
 BK1334
 BK1334.The modeled gravity was interpolated from observed gravity values.
 BK1334
 BK1334;                    North         East    Units  Estimated Accuracy
 BK1334;SPC LA S     -   261,260.      814,580.      MT  (+/- 180 meters Scaled)
 BK1334
 BK1334                          SUPERSEDED SURVEY CONTROL
 BK1334
 BK1334  NGVD 29 (??/??/??)   57.262  (m)          187.87   (f) ADJUSTED    2 0
 BK1334
 BK1334.Superseded values are not recommended for survey control.
 BK1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1334.See file dsdata.txt to determine how the superseded data were derived.
 BK1334
 BK1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ740122(NAD 83)
 BK1334_MARKER: DZ = AZIMUTH MARK DISK
 BK1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1334_SP_SET: CONCRETE POST
 BK1334_STAMPING: DERIDDER MAGNETIC AZIMUTH 1935
 BK1334_MARK LOGO: CGS   
 BK1334_PROJECTION: FLUSH
 BK1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1334+STABILITY: SURFACE MOTION
 BK1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1334+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 BK1334
 BK1334  HISTORY     - Date     Condition        Report By
 BK1334  HISTORY     - 1935     MONUMENTED       CGS
 BK1334  HISTORY     - 1970     GOOD             LADTD
 BK1334  HISTORY     - 1984     GOOD             LADTD
 BK1334  HISTORY     - 19891010 GOOD             LADTD
 BK1334  HISTORY     - 20011125 GOOD             USPSQD
 BK1334
 BK1334                          STATION DESCRIPTION
 BK1334
 BK1334'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1334'1.25 MI SE FROM DERIDDER.
 BK1334'ABOUT 1.0 MILE EAST ALONG THE EAST BOUND LANE OF US 171 FROM THE
 BK1334'COURTHOUSE AT DERIDDER, THENCE 0.25 MILES SOUTH ALONG VERNON STREET,
 BK1334'27 FEET EAST OF THE CENTERLINE OF VERNON STREET, 46 FEET NORTH OF THE
 BK1334'CENTERLINE OF A PRIVATE DRIVE LEADING INTO A PARKING LOT OF A CHURCH,
 BK1334'0.5 FOOT WEST OF A CHAIN LINK FENCE, 3 FEET SOUTH OF THE PROJECTED
 BK1334'CENTERLINE OF ALEXANDER STREET, 6.5 FEET NORTHEAST OF A POWER POLE, 19
 BK1334'FEET SOUTH OF THE CETNER OF TWO CHAIN LINK GATES, 1 FOOT SOUTHEAST OF
 BK1334'A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE STREET, SET IN THE TOP OF
 BK1334'A CONCRETE POST FLUSH WITH THE GROUND.  SEC 34, T 2S, R 9W.
 BK1334
 BK1334                          STATION RECOVERY (1984)
 BK1334
 BK1334'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1334'THE MARK IS 0.3 M ABOVE VERNON STREET.
 BK1334'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  1.5 KM
 BK1334'(1.0 MILE) EAST ALONG U.S. HIGHWAY 171 FROM THE COURTHOUSE IN
 BK1334'DERIDDER, THENCE 0.5 KM (0.3 MILE) SOUTH ALONG VERNON STREET TO THE
 BK1334'MARK ON THE LEFT IN SECTION 34, T 2 S, R 9 W, 8.2 METERS (27 FEET)
 BK1334'EAST OF THE CENTERLINE OF VERNON STREET, 14.0 METERS (46 FEET) NORTH
 BK1334'OF THE CENTERLINE OF A PRIVATE DRIVE LEADING INTO A PARKING LOT OF A
 BK1334'CHURCH, 0.2 METERS (0.5 FEET) WEST OF A CHAIN LINK FENCE, 0.9 METERS
 BK1334'(3 FEET) SOUTH OF THE PROJECTED CENTERLINE OF ALEXANDER STREET, 2.0
 BK1334'METERS (6.5 FEET) NORTHEAST OF A POWER POLE, 5.8 METERS (19 FEET)
 BK1334'SOUTH OF THE CENTER OF TWO CHAIN LINK GATES.
 BK1334'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BK1334
 BK1334                          STATION RECOVERY (1989)
 BK1334
 BK1334'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BK1334'OWNERSHIP--CITY OF DERIDDER.
 BK1334'TO REACH THE STATION FROM THE COURTHOUSE IN DERIDDER, GO EAST FOR 1.6
 BK1334'KM (1.0 MI) ON U.S. HIGHWAY 171 TO VERNON STREET.  TURN RIGHT AND GO
 BK1334'0.4 KM (0.2 MI) ON VERNON STREET TO THE STATION ON THE LEFT IN FRONT
 BK1334'OF A CEMETARY,  8.8 M (28.9 FT) EAST OF THE CENTER OF THE JUNCTION OF
 BK1334'VERNON AND ALEXANDER STREETS, 7.8 M (25.6 FT) NORTH-NORTHEAST FROM
 BK1334'POWER POLE NUMBER 6-39161-79653, 0.45 M (1.48 FT) WEST FROM A CHAIN
 BK1334'LINK FENCE AND 0.3 M (1.0 FT) SOUTHEAST FROM A WITNESS POST.  THE
 BK1334'STATION PROJECTS 5 CM (2 INCHES) ABOVE THE GROUND AND IS 0.3 M
 BK1334'(1.0 FT) ABOVE VERNON STREET.
 BK1334
 BK1334                          STATION RECOVERY (2001)
 BK1334
 BK1334'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3060 ***********************************************************************
 BK3060  DESIGNATION -  DERIDDER RAD STA KDLA MAST
 BK3060  PID         -  BK3060
 BK3060  STATE/COUNTY-  LA/BEAUREGARD
 BK3060  USGS QUAD   -  ROSEPINE (1994)
 BK3060
 BK3060                         *CURRENT SURVEY CONTROL
 BK3060  ___________________________________________________________________
 BK3060* NAD 83(1992)-  30 52 43.23638(N)    093 17 23.73896(W)     ADJUSTED  
 BK3060* NAVD 88     -                                                        
 BK3060  ___________________________________________________________________
 BK3060  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 BK3060  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK3060
 BK3060  HORZ ORDER  -  THIRD
 BK3060
 BK3060.The horizontal coordinates were established by classical geodetic methods
 BK3060.and adjusted by the National Geodetic Survey in January 1993..
 BK3060
 BK3060
 BK3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3060
 BK3060.The geoid height was determined by GEOID03.
 BK3060
 BK3060;                    North         East     Units Scale Factor Converg.
 BK3060;SPC LA S     -   265,270.371   812,901.829   MT  1.00004288   -0 58 42.0
 BK3060;SPC LA S     -   870,307.88  2,666,995.42   sFT  1.00004288   -0 58 42.0
 BK3060;UTM  15      - 3,416,192.385   472,286.729   MT  0.99960947   -0 08 55.7
 BK3060
 BK3060                          SUPERSEDED SURVEY CONTROL
 BK3060
 BK3060  NAD 83(1986)-  30 52 43.25538(N)    093 17 23.72893(W) AD(       ) 4
 BK3060  NAD 27      -  30 52 42.55468(N)    093 17 23.13724(W) AD(       ) 3
 BK3060
 BK3060.Superseded values are not recommended for survey control.
 BK3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3060.See file dsdata.txt to determine how the superseded data were derived.
 BK3060
 BK3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7228716192(NAD 83)
 BK3060_MARKER: 42 = RADIO/TV MAST
 BK3060
 BK3060  HISTORY     - Date     Condition        Report By
 BK3060  HISTORY     - 1972     FIRST OBSERVED   NGS
 BK3060
 BK3060                          STATION DESCRIPTION
 BK3060
 BK3060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BK3060'THE DERIDDER RADIO STATION KDLA MAST IS LOCATED ABOUT 2-1/4 MILES
 BK3060'NORTH OF DERIDDER AND 0.25 MILE WEST OF U. S. HIGHWAY 171 IN THE
 BK3060'NORTHWEST EDGE OF THE COMMUNITY OF LUDINGTON.
 BK3060'
 BK3060'IT IS A TRIANGULAR IN CROSSECTION STEEL STRUCTURE, PAINTED
 BK3060'ALTERNATELY RED AND WHITE AND HAS AN OVERALL HEIGHT OF 250 FEET.
 BK3060'
 BK3060'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2722 ***********************************************************************
 BX2722  DESIGNATION -  DERRICK 1919
 BX2722  PID         -  BX2722
 BX2722  STATE/COUNTY-  LA/NATCHITOCHES
 BX2722  USGS QUAD   -  LENA (1992)
 BX2722
 BX2722                         *CURRENT SURVEY CONTROL
 BX2722  ___________________________________________________________________
 BX2722* NAD 83(1992)-  31 28 11.43401(N)    092 47 20.96471(W)     ADJUSTED  
 BX2722* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 BX2722  ___________________________________________________________________
 BX2722  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BX2722  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2722
 BX2722  HORZ ORDER  -  FIRST
 BX2722
 BX2722.The horizontal coordinates were established by classical geodetic methods
 BX2722.and adjusted by the National Geodetic Survey in January 1993..
 BX2722
 BX2722.The orthometric height was scaled from a topographic map.
 BX2722
 BX2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2722
 BX2722.The geoid height was determined by GEOID03.
 BX2722
 BX2722;                    North         East     Units Scale Factor Converg.
 BX2722;SPC LA N     -   107,568.599   972,522.155   MT  0.99994509   -0 09 10.4
 BX2722;SPC LA N     -   352,914.65  3,190,683.10   sFT  0.99994509   -0 09 10.4
 BX2722;UTM  15      - 3,481,693.455   520,029.020   MT  0.99960495   +0 06 36.3
 BX2722
 BX2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2722!SPC LA N     -   0.99999546  x   0.99994509  =   0.99994055
 BX2722!UTM  15      -   0.99999546  x   0.99960495  =   0.99960041
 BX2722
 BX2722:                Primary Azimuth Mark                     Grid Az
 BX2722:SPC LA N     -  SPRING                                   311 11 45.4
 BX2722:UTM  15      -  SPRING                                   310 55 58.7
 BX2722
 BX2722|---------------------------------------------------------------------|
 BX2722| PID    Reference Object                     Distance      Geod. Az  |
 BX2722|                                                           dddmmss.s |
 BX2722| BX1033 SPRING                              APPROX. 0.9 KM 3110235.0 |
 BX2722|---------------------------------------------------------------------|
 BX2722
 BX2722                          SUPERSEDED SURVEY CONTROL
 BX2722
 BX2722  NAD 83(1986)-  31 28 11.45598(N)    092 47 20.95846(W) AD(       ) 1
 BX2722  NAD 27      -  31 28 10.83200(N)    092 47 20.40781(W) AD(       ) 1
 BX2722
 BX2722.Superseded values are not recommended for survey control.
 BX2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2722.See file dsdata.txt to determine how the superseded data were derived.
 BX2722
 BX2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2002981693(NAD 83)
 BX2722_MARKER: N = NAIL
 BX2722_SETTING: 0 = UNSPECIFIED SETTING
 BX2722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2722
 BX2722  HISTORY     - Date     Condition        Report By
 BX2722  HISTORY     - 1919     MONUMENTED       CGS
 BX2722  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2722
 BX2722                          STATION DESCRIPTION
 BX2722
 BX2722'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2722'STATION IS 1 MILE N OF DEPOT AT LENA, ON TEXAS AND PACIFIC RAILWAY
 BX2722'RIGHT-OF-WAY, 165 METERS (541 FEET) N OF SIGNBOARD LENA 1 MILE
 BX2722'6 FEET W OF W RAIL, ON PROLONGATION OF SOUTHWARD TANGENT TO CURVE
 BX2722'OF W RAIL.  MARKED BY NAIL IN 2-BY 4-INCH STAKE DRIVEN IN GROUND.
 BX2722
 BX2722                          STATION RECOVERY (1935)
 BX2722
 BX2722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2722'STATION NOT RECOVERED.  STAKE MARKING STATION PROBABLY ROTTED
 BX2722'OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2766 ***********************************************************************
 BX2766  DESIGNATION -  DERRY
 BX2766  PID         -  BX2766
 BX2766  STATE/COUNTY-  LA/NATCHITOCHES
 BX2766  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2766
 BX2766                         *CURRENT SURVEY CONTROL
 BX2766  ___________________________________________________________________
 BX2766* NAD 83(1992)-  31 31 51.89116(N)    092 56 38.69029(W)     ADJUSTED  
 BX2766* NAVD 88     -        31.05   (+/-2cm)     101.9    (feet)  VERTCON   
 BX2766  ___________________________________________________________________
 BX2766  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 BX2766  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX2766
 BX2766  HORZ ORDER  -  FIRST
 BX2766  VERT ORDER  -  THIRD ? (See Below)
 BX2766
 BX2766.The horizontal coordinates were established by classical geodetic methods
 BX2766.and adjusted by the National Geodetic Survey in January 1993..
 BX2766
 BX2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2766.The vertical order pertains to the NGVD 29 superseded value.
 BX2766
 BX2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2766
 BX2766.The geoid height was determined by GEOID03.
 BX2766
 BX2766;                    North         East     Units Scale Factor Converg.
 BX2766;SPC LA N     -   114,407.911   957,828.031   MT  0.99993736   -0 14 05.2
 BX2766;SPC LA N     -   375,353.29  3,142,474.13   sFT  0.99993736   -0 14 05.2
 BX2766;UTM  15      - 3,488,462.819   505,308.587   MT  0.99960035   +0 01 45.3
 BX2766
 BX2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2766!SPC LA N     -   0.99999922  x   0.99993736  =   0.99993658
 BX2766!UTM  15      -   0.99999922  x   0.99960035  =   0.99959957
 BX2766
 BX2766|---------------------------------------------------------------------|
 BX2766| PID    Reference Object                     Distance      Geod. Az  |
 BX2766|                                                           dddmmss.s |
 BX2766| BX2765 DERRY A 1919                         31.112 METERS 04256     |
 BX2766| CY4248 DERRY RM                             20.485 METERS 06514     |
 BX2766| BX2764 DERRY B 1919                        413.924 METERS 1163856.0 |
 BX2766| BX2767 CLARK A 1919                        435.293 METERS 3120109.7 |
 BX2766| BX2763 CLARK                               APPROX. 2.3 KM 3125150.3 |
 BX2766|---------------------------------------------------------------------|
 BX2766
 BX2766                          SUPERSEDED SURVEY CONTROL
 BX2766
 BX2766  NAD 83(1986)-  31 31 51.91197(N)    092 56 38.68249(W) AD(       ) 1
 BX2766  NAD 27      -  31 31 51.30362(N)    092 56 38.10766(W) AD(       ) 1
 BX2766  NGVD 29 (07/19/86)   31.08   (m)          102.0    (f) LEVELING    3  
 BX2766
 BX2766.Superseded values are not recommended for survey control.
 BX2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2766.See file dsdata.txt to determine how the superseded data were derived.
 BX2766
 BX2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0530988463(NAD 83)
 BX2766_MARKER: DS = TRIANGULATION STATION DISK
 BX2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2766
 BX2766  HISTORY     - Date     Condition        Report By
 BX2766  HISTORY     - 1919     MONUMENTED       CGS
 BX2766  HISTORY     - 1935     GOOD             CGS
 BX2766  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2766
 BX2766                          STATION DESCRIPTION
 BX2766
 BX2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2766'STATION IS OUTSIDE OF TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY,
 BX2766'ABOUT 1/4 MILE E OF RAILWAY STATION AT DERRY, BETWEEN SWITCH
 BX2766'TRACK TO CLARK AND MORSE LUMBER COMPANY AND MAIN TRACK, 8 METERS
 BX2766'(26 FEET) N OF CENTER LINE OF SWITCH TRACK AND 33.3 METERS
 BX2766'(109 FEET) S OF CENTER LINE OF MAIN TRACK, AND ABOUT 30 METERS
 BX2766'(98 FEET) N OF CLARK AND MORSE LUMBER COMPANY OFFICE.
 BX2766'
 BX2766'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2766'DISKS SET IN CONCRETE.
 BX2766'
 BX2766'REFERENCE MARK IS 20.485 METERS (67.21 FEET) FROM STATION,
 BX2766'N 68 DEG 14 MIN E.
 BX2766
 BX2766                          STATION RECOVERY (1935)
 BX2766
 BX2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2766'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BX2766'CONDITION.
 BX2766'
 BX2766'STATION IS ALSO 93.7 FEET SE OF 7TH TELEGRAPH POLE W OF
 BX2766'MILEPOST NO. 228, 35.4 FEET SW OF FENCE CORNER, 99 FEET SW OF
 BX2766'6TH TELEGRAPH POLE W OF MILEPOST NO. 228 AND SE OF OLD GRADE
 BX2766'SWITCH.  STATION MARK, AT GROUND SURFACE, IS STAMPED DERRY 1919.
 BX2766'
 BX2766'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET IN
 BX2766'A 14-BY 14-BY 30-INCH CONCRETE PIER 73.3 FEET SW OF SW CORNER
 BX2766'OF RAILROAD CATTLE GUARD NO. 75, 65 FEET S OF S RAIL, 32 FEET
 BX2766'SE OF 7TH TELEGRAPH POLE W OF MILEPOST NO. 228, 44.3 FEET W
 BX2766'OF RAILROAD RIGHT-OF-WAY FENCE CORNER, AND 20.49 METERS
 BX2766'(67.24 FEET) FROM STATION N 65 DEG 14 MIN 24 SEC E.
 BX2766'
 BX2766'REFERENCE MARK NO. 2 (1919) IS A STANDARD BRONZE DISK SET IN
 BX2766'A ROUNDED-TOP CONCRETE PIER, 62 FEET SE OF SE CORNER OF CATTLE
 BX2766'GUARD, 49.3 FEET S OF S RAIL, 35.4 FEET SW OF 6TH TELEGRAPH
 BX2766'POLE W OF MILEPOST NO. 228, 49.4 FEET SE OF CORNER OF FENCE,
 BX2766'AND 20.485 METERS (67.21 FEET) FROM STATION N 27 DEG
 BX2766'25 MIN 36 SEC W.  MARKS ARE STAMPED DERRY 1919.  REFERENCE MARK
 BX2766'NO. 2 TO REFERENCE MARK NO. 1 IS 27.130 METERS (89.0 FEET)
 BX2766'S 96 DEG 56 MIN E.
 BX2766'
 BX2766'TO REACH THIS STATION, GO TO DERRY RAILROAD STATION, THEN SE
 BX2766'ON ROAD ON S SIDE OF TRACK ABOUT ONE QUARTER OF A MILE.
 BX2766
 BX2766                          STATION RECOVERY (2001)
 BX2766
 BX2766'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX2766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2765 ***********************************************************************
 BX2765  DESIGNATION -  DERRY A 1919
 BX2765  PID         -  BX2765
 BX2765  STATE/COUNTY-  LA/NATCHITOCHES
 BX2765  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2765
 BX2765                         *CURRENT SURVEY CONTROL
 BX2765  ___________________________________________________________________
 BX2765* NAD 83(1992)-  31 31 52.63074(N)    092 56 37.88701(W)     ADJUSTED  
 BX2765* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 BX2765  ___________________________________________________________________
 BX2765  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 BX2765  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX2765
 BX2765  HORZ ORDER  -  SECOND
 BX2765
 BX2765.The horizontal coordinates were established by classical geodetic methods
 BX2765.and adjusted by the National Geodetic Survey in January 1993..
 BX2765
 BX2765.The orthometric height was scaled from a topographic map.
 BX2765
 BX2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2765
 BX2765.The geoid height was determined by GEOID03.
 BX2765
 BX2765;                    North         East     Units Scale Factor Converg.
 BX2765;SPC LA N     -   114,430.601   957,849.313   MT  0.99993734   -0 14 04.8
 BX2765;SPC LA N     -   375,427.73  3,142,543.95   sFT  0.99993734   -0 14 04.8
 BX2765;UTM  15      - 3,488,485.600   505,329.758   MT  0.99960035   +0 01 45.7
 BX2765
 BX2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2765!SPC LA N     -   0.99999924  x   0.99993734  =   0.99993658
 BX2765!UTM  15      -   0.99999924  x   0.99960035  =   0.99959959
 BX2765
 BX2765:                Primary Azimuth Mark                     Grid Az
 BX2765:SPC LA N     -  DERRY B 1919                             121 05 55.8
 BX2765:UTM  15      -  DERRY B 1919                             120 50 05.3
 BX2765
 BX2765|---------------------------------------------------------------------|
 BX2765| PID    Reference Object                     Distance      Geod. Az  |
 BX2765|                                                           dddmmss.s |
 BX2765| BX2764 DERRY B 1919                        406.300 METERS 1205151.0 |
 BX2765| BX2766 DERRY                                31.112 METERS 22256     |
 BX2765| BX2767 CLARK A 1919                        436.898 METERS 3075611.4 |
 BX2765|---------------------------------------------------------------------|
 BX2765
 BX2765                          SUPERSEDED SURVEY CONTROL
 BX2765
 BX2765  NAD 83(1986)-  31 31 52.65155(N)    092 56 37.87921(W) AD(       ) 2
 BX2765  NAD 27      -  31 31 52.04320(N)    092 56 37.30439(W) AD(       ) 2
 BX2765
 BX2765.Superseded values are not recommended for survey control.
 BX2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2765.See file dsdata.txt to determine how the superseded data were derived.
 BX2765
 BX2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0533088486(NAD 83)
 BX2765_MARKER: DS = TRIANGULATION STATION DISK
 BX2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2765+STABILITY: SURFACE MOTION
 BX2765
 BX2765  HISTORY     - Date     Condition        Report By
 BX2765  HISTORY     - 1919     MONUMENTED       CGS
 BX2765  HISTORY     - 1935     GOOD             CGS
 BX2765  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2765
 BX2765                          STATION DESCRIPTION
 BX2765
 BX2765'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2765'ABOUT 1/4 MILE E OF DEPOT AT DERRY, ON TEXAS AND PACIFIC
 BX2765'RAILWAY RIGHT-OF-WAY, 20 TELEGRAPH POLES W OF MILEPOST NO. 228,
 BX2765'AND 2.3 METERS (8 FEET) S OF CENTER LINE OF MAIN TRACK.
 BX2765'
 BX2765'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BX2765'IN CONCRETE.
 BX2765
 BX2765                          STATION RECOVERY (1935)
 BX2765
 BX2765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2765'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS
 BX2765'21.8 FEET SE OF SE CORNER OF CATTLE GUARD NUMBER 75, 57.3 FEET
 BX2765'NW OF SIXTH TELEPHONE POLE W OF MILEPOST NO. 228, AND 78.3 FEET
 BX2765'NE OF SEVENTH TELEPHONE POST W OF MILEPOST NO. 228.
 BX2765
 BX2765                          STATION RECOVERY (2001)
 BX2765
 BX2765'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX2765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2764 ***********************************************************************
 BX2764  DESIGNATION -  DERRY B 1919
 BX2764  PID         -  BX2764
 BX2764  STATE/COUNTY-  LA/NATCHITOCHES
 BX2764  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2764
 BX2764                         *CURRENT SURVEY CONTROL
 BX2764  ___________________________________________________________________
 BX2764* NAD 83(1992)-  31 31 45.86314(N)    092 56 24.66694(W)     ADJUSTED  
 BX2764* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 BX2764  ___________________________________________________________________
 BX2764  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 BX2764  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX2764
 BX2764  HORZ ORDER  -  SECOND
 BX2764
 BX2764.The horizontal coordinates were established by classical geodetic methods
 BX2764.and adjusted by the National Geodetic Survey in January 1993..
 BX2764
 BX2764.The orthometric height was scaled from a topographic map.
 BX2764
 BX2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2764
 BX2764.The geoid height was determined by GEOID03.
 BX2764
 BX2764;                    North         East     Units Scale Factor Converg.
 BX2764;SPC LA N     -   114,220.754   958,197.197   MT  0.99993756   -0 13 57.8
 BX2764;SPC LA N     -   374,739.26  3,143,685.30   sFT  0.99993756   -0 13 57.8
 BX2764;UTM  15      - 3,488,277.428   505,678.488   MT  0.99960040   +0 01 52.6
 BX2764
 BX2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2764!SPC LA N     -   0.99999939  x   0.99993756  =   0.99993695
 BX2764!UTM  15      -   0.99999939  x   0.99960040  =   0.99959979
 BX2764
 BX2764:                Primary Azimuth Mark                     Grid Az
 BX2764:SPC LA N     -  DERRY                                    296 53 01.2
 BX2764:UTM  15      -  DERRY                                    296 37 10.8
 BX2764
 BX2764|---------------------------------------------------------------------|
 BX2764| PID    Reference Object                     Distance      Geod. Az  |
 BX2764|                                                           dddmmss.s |
 BX2764| BX2766 DERRY                               413.924 METERS 2963903.4 |
 BX2764| BX2765 DERRY A 1919                        406.300 METERS 3005157.9 |
 BX2764|---------------------------------------------------------------------|
 BX2764
 BX2764                          SUPERSEDED SURVEY CONTROL
 BX2764
 BX2764  NAD 83(1986)-  31 31 45.88401(N)    092 56 24.65918(W) AD(       ) 2
 BX2764  NAD 27      -  31 31 45.27521(N)    092 56 24.08490(W) AD(       ) 2
 BX2764
 BX2764.Superseded values are not recommended for survey control.
 BX2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2764.See file dsdata.txt to determine how the superseded data were derived.
 BX2764
 BX2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0567888277(NAD 83)
 BX2764_MARKER: DS = TRIANGULATION STATION DISK
 BX2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2764_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2764+STABILITY: SURFACE MOTION
 BX2764
 BX2764  HISTORY     - Date     Condition        Report By
 BX2764  HISTORY     - 1919     MONUMENTED       CGS
 BX2764  HISTORY     - 1935     GOOD             CGS
 BX2764  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2764
 BX2764                          STATION DESCRIPTION
 BX2764
 BX2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (SCL)
 BX2764'ABOUT 3/8 MILE E OF DEPOT AT DERRY, ON TEXAS AND PACIFIC
 BX2764'RAILWAY RIGHT-OF-WAY, ABOUT 3-1/2 TELEGRAPH POLES E OF MILEPOST
 BX2764'NO. 228, AND 2.3 METERS (8 FEET) S OF CENTER LINE OF MAIN TRACK.
 BX2764'
 BX2764'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BX2764'IN CONCRETE.
 BX2764
 BX2764                          STATION RECOVERY (1935)
 BX2764
 BX2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2764'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS ABOUT
 BX2764'3/8 MILE E OF DEPOT AT DERRY, ON TEXAS AND PACIFIC RAILWAY
 BX2764'RIGHT-OF-WAY, 2.3 METERS (8 FEET) S OF CENTER LINE OF TRACK,
 BX2764'61 FEET NW OF SECOND TELEPHONE POLE E OF MILEPOST NO. 228,
 BX2764'102 FEET NE OF FIRST TELEPHONE POLE E OF MILEPOST NO. 228.
 BX2764
 BX2764                          STATION RECOVERY (2001)
 BX2764
 BX2764'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX2764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2885 ***********************************************************************
 AU2885  DESIGNATION -  DES ALLEMANDS OTTO CANDY MAST
 AU2885  PID         -  AU2885
 AU2885  STATE/COUNTY-  LA/ST CHARLES
 AU2885  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2885
 AU2885                         *CURRENT SURVEY CONTROL
 AU2885  ___________________________________________________________________
 AU2885* NAD 83(1992)-  29 49 18.87155(N)    090 28 08.27531(W)     ADJUSTED  
 AU2885* NAVD 88     -                                                        
 AU2885  **This station is located in a subsidence area (see below).
 AU2885  ___________________________________________________________________
 AU2885  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2885  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AU2885
 AU2885  HORZ ORDER  -  THIRD
 AU2885
 AU2885.The horizontal coordinates were established by classical geodetic methods
 AU2885.and adjusted by the National Geodetic Survey in January 1993..
 AU2885
 AU2885 ** The orthometric height has not been validated since last determined
 AU2885 ** by differential leveling and should not be used for control purposes.
 AU2885 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2885 ** area with valid NAVD 88 orthometric heights.
 AU2885 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2885 ** epoch indicated which incorporates improved geoid heights for the
 AU2885 ** Southern Louisiana Subsidence area.
 AU2885 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2885
 AU2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2885
 AU2885.The geoid height was determined by GEOID03.
 AU2885
 AU2885;                    North         East     Units Scale Factor Converg.
 AU2885;SPC LA S     -   146,841.353 1,083,541.569   MT  0.99993059   +0 25 55.9
 AU2885;SPC LA S     -   481,762.01  3,554,919.30   sFT  0.99993059   +0 25 55.9
 AU2885;UTM  15      - 3,301,739.377   744,587.621   MT  1.00033817   +1 15 33.6
 AU2885
 AU2885                          SUPERSEDED SURVEY CONTROL
 AU2885
 AU2885  NAD 83(1986)-  29 49 18.88890(N)    090 28 08.27628(W) AD(       ) 4
 AU2885  NAD 27      -  29 49 18.13647(N)    090 28 07.97615(W) AD(       ) 3
 AU2885
 AU2885.Superseded values are not recommended for survey control.
 AU2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2885.See file dsdata.txt to determine how the superseded data were derived.
 AU2885
 AU2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4458801739(NAD 83)
 AU2885
 AU2885  HISTORY     - Date     Condition        Report By
 AU2885  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2885
 AU2885                          STATION DESCRIPTION
 AU2885
 AU2885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2885'THE DES ALLEMANDS, OTTO CANDIES INCORPORATED KTD 580 MAST IS
 AU2885'LOCATED 0.4 MILE EAST OF BAYOU DES ALLEMANDS, 0.5 MILE WEST OF THE
 AU2885'JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 632 AND 0.05 MILE
 AU2885'SOUTH OF U.S. HIGHWAY 90 IN DES ALLEMANDS.
 AU2885'
 AU2885'IT IS A TRIANGULAR IN CROSS-SECTION STEEL STRUCTURE, GUYED, PAINTED
 AU2885'RED AND WHITE BY SECTIONS AND HAS AN OVERALL HEIGHT OF 300 FEET.
 AU2885'
 AU2885'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2883 ***********************************************************************
 AU2883  DESIGNATION -  DES ALLEMANDS WATER TANK
 AU2883  PID         -  AU2883
 AU2883  STATE/COUNTY-  LA/ST CHARLES
 AU2883  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2883
 AU2883                         *CURRENT SURVEY CONTROL
 AU2883  ___________________________________________________________________
 AU2883* NAD 83(1992)-  29 50 20.99945(N)    090 27 09.97845(W)     ADJUSTED  
 AU2883* NAVD 88     -                                                        
 AU2883  **This station is located in a subsidence area (see below).
 AU2883  ___________________________________________________________________
 AU2883  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2883  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AU2883
 AU2883  HORZ ORDER  -  THIRD
 AU2883
 AU2883.The horizontal coordinates were established by classical geodetic methods
 AU2883.and adjusted by the National Geodetic Survey in January 1993..
 AU2883
 AU2883 ** The orthometric height has not been validated since last determined
 AU2883 ** by differential leveling and should not be used for control purposes.
 AU2883 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2883 ** area with valid NAVD 88 orthometric heights.
 AU2883 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2883 ** epoch indicated which incorporates improved geoid heights for the
 AU2883 ** Southern Louisiana Subsidence area.
 AU2883 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2883
 AU2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2883
 AU2883.The geoid height was determined by GEOID03.
 AU2883
 AU2883;                    North         East     Units Scale Factor Converg.
 AU2883;SPC LA S     -   148,766.094 1,085,091.956   MT  0.99992970   +0 26 25.1
 AU2883;SPC LA S     -   488,076.76  3,560,005.86   sFT  0.99992970   +0 26 25.1
 AU2883;UTM  15      - 3,303,687.110   746,110.679   MT  1.00034739   +1 16 05.0
 AU2883
 AU2883                          SUPERSEDED SURVEY CONTROL
 AU2883
 AU2883  NAD 83(1986)-  29 50 21.01667(N)    090 27 09.97931(W) AD(       ) 4
 AU2883  NAD 27      -  29 50 20.26828(N)    090 27 09.68195(W) AD(       ) 3
 AU2883
 AU2883.Superseded values are not recommended for survey control.
 AU2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2883.See file dsdata.txt to determine how the superseded data were derived.
 AU2883
 AU2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4611103687(NAD 83)
 AU2883_MARKER: 53 = ELEVATED TANK
 AU2883
 AU2883  HISTORY     - Date     Condition        Report By
 AU2883  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2883
 AU2883                          STATION DESCRIPTION
 AU2883
 AU2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2883'THE DES ALLEMANDS, ST CHARLES PARISH WATER TANK IS LOCATED ABOUT
 AU2883'8-1/4 MILES SOUTHEAST OF KRAEMER, 3-1/2 MILES SOUTHWEST OF PARADIS
 AU2883'AND 1 MILE NORTHEAST OF DES ALLEMANDS.  IT IS ABOUT MIDWAY BETWEEN
 AU2883'U.S. HIGHWAY 90 AND STATE HIGHWAY 631.
 AU2883'
 AU2883'IT IS A 6 TUBULAR LEGGED STEEL STRUCTURE SUPPORTING AN OVAL SHAPED
 AU2883'TANK.  PAINTED BLUE-GREEN.  HEIGHT IS 155 FEET.
 AU2883'
 AU2883'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5111 ***********************************************************************
 BJ5111  DESIGNATION -  DES GLAISE
 BJ5111  PID         -  BJ5111
 BJ5111  STATE/COUNTY-  LA/IBERVILLE
 BJ5111  USGS QUAD   -  MARINGOUIN (1992)
 BJ5111
 BJ5111                         *CURRENT SURVEY CONTROL
 BJ5111  ___________________________________________________________________
 BJ5111* NAD 83(1992)-  30 22 34.86436(N)    091 36 20.63596(W)     ADJUSTED  
 BJ5111* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BJ5111  ___________________________________________________________________
 BJ5111  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ5111  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ5111
 BJ5111  HORZ ORDER  -  FIRST
 BJ5111
 BJ5111.The horizontal coordinates were established by classical geodetic methods
 BJ5111.and adjusted by the National Geodetic Survey in January 1993..
 BJ5111
 BJ5111.The orthometric height was scaled from a topographic map.
 BJ5111
 BJ5111.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5111
 BJ5111.The geoid height was determined by GEOID03.
 BJ5111
 BJ5111;                    North         East     Units Scale Factor Converg.
 BJ5111;SPC LA S     -   208,015.378   973,818.393   MT  0.99994714   -0 08 10.3
 BJ5111;SPC LA S     -   682,463.79  3,194,935.84   sFT  0.99994714   -0 08 10.3
 BJ5111;UTM  15      - 3,361,313.695   633,970.104   MT  0.99982142   +0 42 18.6
 BJ5111
 BJ5111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5111!SPC LA S     -   1.00000337  x   0.99994714  =   0.99995051
 BJ5111!UTM  15      -   1.00000337  x   0.99982142  =   0.99982479
 BJ5111
 BJ5111:                Primary Azimuth Mark                     Grid Az
 BJ5111:SPC LA S     -  MARINGOUIN MUNICIPAL TANK                033 31 28.1
 BJ5111:UTM  15      -  MARINGOUIN MUNICIPAL TANK                032 40 59.2
 BJ5111
 BJ5111|---------------------------------------------------------------------|
 BJ5111| PID    Reference Object                     Distance      Geod. Az  |
 BJ5111|                                                           dddmmss.s |
 BJ5111| BJ5112 MARINGOUIN MUNICIPAL TANK           APPROX.15.0 KM 0332317.8 |
 BJ5111| CW1288 DES GLAISE RM 1                      64.862 METERS 07320     |
 BJ5111| CW1287 DES GLAISE AZ MK                                   2522944.2 |
 BJ5111| CW1289 DES GLAISE RM 2                      51.423 METERS 25315     |
 BJ5111| BJ5115 GULF STATES UTILITIES W TOWER       APPROX.11.7 KM 2532838.5 |
 BJ5111| BJ5116 GULF STATES UTILITIES E TOWER       APPROX.11.3 KM 2533903.3 |
 BJ5111| BJ5177 LONE OIL DERRICK                    APPROX.14.8 KM 2674256.5 |
 BJ5111|---------------------------------------------------------------------|
 BJ5111
 BJ5111                          SUPERSEDED SURVEY CONTROL
 BJ5111
 BJ5111  NAD 83(1986)-  30 22 34.88369(N)    091 36 20.63185(W) AD(       ) 1
 BJ5111  NAD 27      -  30 22 34.17459(N)    091 36 20.22025(W) AD(       ) 1
 BJ5111
 BJ5111.Superseded values are not recommended for survey control.
 BJ5111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5111.See file dsdata.txt to determine how the superseded data were derived.
 BJ5111
 BJ5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3397061314(NAD 83)
 BJ5111_MARKER: DS = TRIANGULATION STATION DISK
 BJ5111_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ5111_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BJ5111
 BJ5111  HISTORY     - Date     Condition        Report By
 BJ5111  HISTORY     - 1935     MONUMENTED       CGS
 BJ5111  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5111  HISTORY     - 1966     SEE DESCRIPTION  CGS
 BJ5111
 BJ5111                          STATION DESCRIPTION
 BJ5111
 BJ5111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5111'ABOUT 6 MILES BY AIR LINE ENE OF ATCHAFALAYA, 5.5 MILES N OF
 BJ5111'THE JUNCTION OF WHISKEY BAY WITH BAYOU DES GLAISE, ABOUT 0.15
 BJ5111'MILE WSW OF THE RAILWAY BRIDGE OVER BAYOU DES GLAISE, ALONG
 BJ5111'THE N SIDE OF THE TRACKS OF THE SOUTHERN PACIFIC RAILWAY,
 BJ5111'2.65 FEET N OF THE N EDGE OF THE N RAIL, 14 FEET S OF THE SE
 BJ5111'CORNER OF AN ABANDONED TOOL HOUSE AND 15 FEET N OF THE NW
 BJ5111'CORNER OF THE EASTERNMOST ONE OF SOME ABANDONED BOX CARS.
 BJ5111'
 BJ5111'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5111'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5111'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 BJ5111'THE MARSH.  THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 BJ5111'
 BJ5111'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK SET
 BJ5111'IN CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF
 BJ5111'CONCRETE TO THE UPPER END OF LONG WOODEN PILE DRIVEN INTO
 BJ5111'THE MARSH.  PROJECTS 3 INCHES AND IS 1-FOOT N OF THE N RAIL,
 BJ5111'75 FEET NE OF SOME WOOD PILING, AND 212.80 FEET (64.86 METERS)
 BJ5111'FROM THE STATION N 73 DEG 20 MIN E.
 BJ5111'
 BJ5111'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET
 BJ5111'IN CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5111'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 BJ5111'THE MARSH, PROJECTS 8 INCHES AND IS 4 FEET N OF THE N RAIL,
 BJ5111'78 FEET ENE OF AN ABANDONED HOUSE AND 168.71 FEET (51.42 METERS)
 BJ5111'FROM THE STATION S 73 DEG 15 MIN W.
 BJ5111'
 BJ5111'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE AT
 BJ5111'THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO
 BJ5111'THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH
 BJ5111'AND PROJECTS 4 INCHES, AND IS BETWEEN THE RAILS APPROXIMATELY
 BJ5111'0.2 MILE FROM THE STATION S 72 DEG 30 MIN W.
 BJ5111
 BJ5111                          STATION RECOVERY (1957)
 BJ5111
 BJ5111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5111'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE NOT
 BJ5111'RECOVERED AFTER A THOROUGH SEARCH.  THE ABANDONED BOXCARS AND
 BJ5111'TOOL SHED HAVE BEEN DESTROYED.
 BJ5111'
 BJ5111'LOCAL INFORMATION REVEALS THAT THE RAILROAD BED HAS SILTED
 BJ5111'OVER, IN THE AREA OF THE STATION, APPROXIMATELY SIX OR EIGHT
 BJ5111'FEET.  A PREVIOUS ATTEMPT TO RECOVER THIS STATION WITH THE
 BJ5111'AID OF A BULLDOZER FAILED.
 BJ5111
 BJ5111                          STATION RECOVERY (1966)
 BJ5111
 BJ5111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BJ5111'THE STATION WAS VISITED 8-10-66 AND THE STATION MARK HAD
 BJ5111'BEEN DESTROYED.  THE BOTTOM PORTION OF THE MARK WAS INTACT.
 BJ5111'THE STATION DID NOT HAVE A SUB-SURFACE MARK.  A NEW STATION
 BJ5111'MARK WAS ESTABLISHED FROM THE MEASUREMENTS AND ANGLE FROM
 BJ5111'REFERENCE MARKS NO. 1 AND NO. 2 WHICH WERE FOUND IN GOOD
 BJ5111'CONDITION BUT ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ5111'THE TRACK OF THE OLD RAILROAD HAVE BEEN REMOVED AND THE OLD
 BJ5111'RAILROAD GRADE MENTIONED IN THE ORIGINAL DESCRIPTION IS NO
 BJ5111'LONGER VISIBLE AT THIS POINT.  A ROAD HAS BEEN BUILT OVER THE
 BJ5111'RAILROAD GRADE, BY THE GULF STATES UTILITIES, THROUGH THE
 BJ5111'SWAMP BUT AT THE STATION SITE THE ROAD IS SOUTH OF THE GRADE
 BJ5111'AND STATION.  THE TOOL SHED AND THE BOX CARS MENTIONED IN
 BJ5111'THE ORIGINAL DESCRIPTION ARE NO LONGER IN EXISTANCE.  A
 BJ5111'KEY IS NEEDED FOR THE LOCKED GATE JUST WEST OF THE LEVEE
 BJ5111'IN RAMAH.  THE KEY MAY BE OBTAINED FROM THE MAIN OFFICE OF
 BJ5111'THE GULF STATE UTILITIES IN BATON ROUGE.  A NEW DESCRIPTION
 BJ5111'FOLLOWS--
 BJ5111'
 BJ5111'THE STATION IS LOCATED 6.0 MILES WSW ALONG THE GULF STATES
 BJ5111'UTILITIES SHELL ROAD AND POWER LINE FROM THE VILLAGE OF RAMAH,
 BJ5111'663 FEET SW OF THE NW CORNER OF THE OLD IRON BRIDGE OVER
 BJ5111'BAYOU DES GLAISE, 32.5 FEET N. OF THE CENTER OF THE SHELL
 BJ5111'ROAD, 37 FEET S. OF THE S BANK OF THE CANAL WHICH PARALLELS
 BJ5111'THE ROAD AT THIS POINT, 75 FEET ENE OF THE N POLE OF A DOUBLE
 BJ5111'SET OF POLES (THIS IS THE SECOND SET OF POLES SOUTHWEST OF
 BJ5111'BAYOU DES GLAISE, 77.5 FEET NE OF THE S. POLE OF THE SAME
 BJ5111'SET, 3 FEET S. OF THE N. ROW OF POLES, 523 FEET W. OF THE N
 BJ5111'POLE (NO. 257/262) OF THE FIRST SET OF POLES SW OF THE BAYOU
 BJ5111'AND 4 FEET S. OF A METAL WITNESS SIGN.  IT IS A STANDARD
 BJ5111'DISK, STAMPED DES GLAISE 1935 1966, PROJECTING 6 INCHES
 BJ5111'
 BJ5111'REFERENCE MARK NO. 1 IS 212.80 FEET EAST OF THE STATION,
 BJ5111'29 FEET N. OF THE CENTER OF A SHELL ROAD, 32 FEET S. OF THE
 BJ5111'S. BANK THE CANAL, 1.5 FEET N. OF A METAL WITNESS POST, AND 310
 BJ5111'FEET W. OF POLE NO. 257/262.  IT IS A STANDARD DISK STAMPED
 BJ5111'DES GLAISE NO. 1 1935, 6 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ5111'
 BJ5111'REFERENCE MARK NO. 2 IS 168.71 FEET W. OF THE STATION, 20 FEET
 BJ5111'N. OF THE CENTER OF THE SHELL ROAD, 44 FEET S. OF THE S. BANK
 BJ5111'OF THE CANAL, 93 FEET W. OF THE N. POLE OF THE SECOND SET OF
 BJ5111'POLES W. OF BAYOU DES. GLAISE, AND 1.6 FEET N. OF A METAL
 BJ5111'WITNESS POST.  IT IS A STANDARD DISK, STAMPED DES GLAISE NO
 BJ5111'2 1935, 1 FOOT BELOW THE SURFACE OF THE GROUND.
 BJ5111'
 BJ5111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES W.
 BJ5111'OF RAMAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3284 ***********************************************************************
 CQ3284  DESIGNATION -  DESERTED
 CQ3284  PID         -  CQ3284
 CQ3284  STATE/COUNTY-  LA/BOSSIER
 CQ3284  USGS QUAD   -  BENTON (1975)
 CQ3284
 CQ3284                         *CURRENT SURVEY CONTROL
 CQ3284  ___________________________________________________________________
 CQ3284* NAD 83(1992)-  32 43 11.13088(N)    093 38 16.90823(W)     ADJUSTED  
 CQ3284* NAVD 88     -        94.09   (+/-2cm)     308.7    (feet)  VERTCON   
 CQ3284  ___________________________________________________________________
 CQ3284  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CQ3284  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ3284
 CQ3284  HORZ ORDER  -  SECOND
 CQ3284  VERT ORDER  -  THIRD ? (See Below)
 CQ3284
 CQ3284.The horizontal coordinates were established by classical geodetic methods
 CQ3284.and adjusted by the National Geodetic Survey in September 1999..
 CQ3284
 CQ3284.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3284.The vertical order pertains to the NGVD 29 superseded value.
 CQ3284
 CQ3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3284
 CQ3284.The geoid height was determined by GEOID03.
 CQ3284
 CQ3284;                    North         East     Units Scale Factor Converg.
 CQ3284;SPC LA N     -   246,684.976   893,313.112   MT  1.00001254   -0 36 06.0
 CQ3284;SPC LA N     -   809,332.29  2,930,811.43   sFT  1.00001254   -0 36 06.0
 CQ3284;UTM  15      - 3,620,400.000   440,209.663   MT  0.99964408   -0 20 41.6
 CQ3284
 CQ3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3284!SPC LA N     -   0.99998933  x   1.00001254  =   1.00000187
 CQ3284!UTM  15      -   0.99998933  x   0.99964408  =   0.99963342
 CQ3284
 CQ3284|---------------------------------------------------------------------|
 CQ3284| PID    Reference Object                     Distance      Geod. Az  |
 CQ3284|                                                           dddmmss.s |
 CQ3284| CQ3287 DESERTED RM 3                         8.750 METERS 13936     |
 CQ3284| CQ3245 BARKSDALE AFB WATER TANK 4          APPROX.23.1 KM 1691917.4 |
 CQ3284| CQ3247 HARPER 2                            APPROX.18.3 KM 1744743.5 |
 CQ3284| CQ3270 BARKSDALE AFB WATER TANK 3          APPROX.24.1 KM 1810351.8 |
 CQ3284| CQ3265 BARKSDALE AFB WATER TANK 2          APPROX.22.8 KM 1830811.8 |
 CQ3284| CQ3143 BARKSDALE AFB WATER TANK 1          APPROX.25.0 KM 1912948.5 |
 CQ3284| CQ3266 BOSSIER CITY MUNICIPAL TANK         APPROX.24.3 KM 1925409.9 |
 CQ3284| CQ3283 DESERTED RM 1                       284.153 METERS 19426     |
 CQ3284| CQ3285 1436                                301.282 METERS 19526     |
 CQ3284| CQ3268 BOSSIER CITY ST POLICE RAD MST      APPROX.24.1 KM 1965416.8 |
 CQ3284| CX5728 DESERTED RM 2                        31.998 METERS 30629     |
 CQ3284|---------------------------------------------------------------------|
 CQ3284
 CQ3284                          SUPERSEDED SURVEY CONTROL
 CQ3284
 CQ3284  NAD 83(1992)-  32 43 11.13083(N)    093 38 16.90704(W) AD(       ) 2
 CQ3284  NAD 83(1986)-  32 43 11.14315(N)    093 38 16.89775(W) AD(       ) 2
 CQ3284  NAD 27      -  32 43 10.62200(N)    093 38 16.26000(W) AD(       ) 2
 CQ3284  NGVD 29 (07/19/86)   94.16   (m)          308.9    (f) LEVELING    3  
 CQ3284
 CQ3284.Superseded values are not recommended for survey control.
 CQ3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3284.See file dsdata.txt to determine how the superseded data were derived.
 CQ3284
 CQ3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4021020400(NAD 83)
 CQ3284_MARKER: DS = TRIANGULATION STATION DISK
 CQ3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3284
 CQ3284  HISTORY     - Date     Condition        Report By
 CQ3284  HISTORY     - 1931     MONUMENTED       CGS
 CQ3284  HISTORY     - 1950     GOOD             CGS
 CQ3284  HISTORY     - 1950     GOOD             CGS
 CQ3284  HISTORY     - 1960     GOOD             CGS
 CQ3284  HISTORY     - 20020302 GOOD             USPSQD
 CQ3284  HISTORY     - 20031108 GOOD             USPSQD
 CQ3284
 CQ3284                          STATION DESCRIPTION
 CQ3284
 CQ3284'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ3284'STATION IS ABOUT 6 MILES N OF E OF THE VILLAGE OF BENTON, AND
 CQ3284'1/4 MILE NW OF BUNDY GIN, ON LAND OWNED BY MR. BELCHER OF BENTON.
 CQ3284'REACHED FROM SHREVEPORT BY GOING E 1.3 MILES FROM BRIDGE
 CQ3284'ON ROUTE 80 TO JUNCTION WITH ROUTE 10, THEN N 13 MILES ON ROUTE
 CQ3284'10 TO BENTON, THEN 6.3 MILES E ON A GRAVEL ROAD (ROUTE 81)
 CQ3284'TO A LANE LEADING N JUST BEFORE REACHING THE TOP OF A HILL.
 CQ3284'FOLLOW THIS LANE N 100 YARDS AND TAKE RIGHT FORK 250 YARDS
 CQ3284'TO A DESERTED HOUSE.  STATION IS IN AN OLD FIELD GROWING UP
 CQ3284'IN SMALL PINE TREES, ON THE HIGHEST GROUND IN THE IMMEDIATE
 CQ3284'VICINITY, 300 YARDS N OF ROUTE 81, ABOUT 80 YARDS NE OF
 CQ3284'THE DESERTED HOUSE, AND ABOUT 30 YARDS E OF ROAD LEADING
 CQ3284'N FROM HOUSE.
 CQ3284'
 CQ3284'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 CQ3284'SET IN CONCRETE.
 CQ3284'
 CQ3284'REFERENCE MARK NO. 1 IS IN A SE AND NW FENCE LINE, 8 METERS
 CQ3284'(26 FEET) NE OF CENTER LINE OF HIGHWAY AT TOP OF HILL
 CQ3284'MENTIONED ABOVE, AND ABOUT 1/8 MILE FROM STATION
 CQ3284'S 14 DEG 26 MIN W.
 CQ3284'
 CQ3284'REFERENCE MARK NO. 2 IS 32.02 METERS (105.08 FEET) FROM
 CQ3284'STATION N 43 DEG 30 MIN 225 SEC W.
 CQ3284
 CQ3284                          STATION RECOVERY (1950)
 CQ3284
 CQ3284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3284'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CQ3284'WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 CQ3284'USED AS THE AZIMUTH MARK AND REFERENCE MARK NO. 3 WAS ESTABLISHED.
 CQ3284'THE LAND IS NOW OWNED BY MR. CURTIS MERRITT.  A LOUISIANA
 CQ3284'GEODETIC SURVEY STATION WAS RECOVERED SOUTH OF THE STATION.
 CQ3284'
 CQ3284'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 CQ3284'
 CQ3284'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF BENTON
 CQ3284'AND 0.2 MILE NORTH OF STATE HIGHWAY 181.  IT IS 44 FEET
 CQ3284'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 13.5 FEET
 CQ3284'WEST OF GATE IN THE NORTHEAST CORNER OF YARD AND 7 FEET SOUTH
 CQ3284'OF THE CENTER OF SMALL SHED.  IT IS STAMPED DESERTED 1931
 CQ3284'AND PROJECTS 14 INCHES.
 CQ3284'
 CQ3284'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 50 FEET
 CQ3284'EAST OF THE CENTER OF TRACK ROAD, 45 FEET NORTHWEST OF THE
 CQ3284'NORTHWEST CORNER OF FENCE AROUND YARD AND ABOUT 5 FEET LOWER
 CQ3284'THAN THE STATION IN ELEVATION.  IT IS STAMPED DESERTED
 CQ3284'NO 2 1931 AND PROJECTS 2 INCHES.
 CQ3284'
 CQ3284'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION, 39 FEET
 CQ3284'NORTHEAST OF NORTHEAST CORNER OF HOUSE, 26 FEET SOUTH-SOUTHEAST
 CQ3284'OF NORTHEAST CORNER OF FENCE AROUND YARD AND 11 FEET EAST
 CQ3284'OF FENCE AROUND YARD.  IT IS STAMPED DESERTED NO 3 1950 AND
 CQ3284'SET FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3284'
 CQ3284'A LOUISIANA GEODETIC SURVEY STATION IS SOUTH OF THE STATION,
 CQ3284'24 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 181.  IT IS
 CQ3284'A STANDARD DISK SET IN 9 INCH CONCRETE PIPE FILLED WITH CONCRETE
 CQ3284'AND PROJECTING 4 INCHES.  IT IS STAMPED 1436.
 CQ3284'
 CQ3284'REFERENCE MARK NO. 1 WAS USED AS THE AZIMUTH MARK AND IS
 CQ3284'SOUTH OF THE STATION, 26 FEET NORTH OF THE CENTER OF STATE
 CQ3284'HIGHWAY 181, 25 FEET EAST OF THE CENTER OF DRIVEWAY TO HOUSE,
 CQ3284'13 FEET WEST OF TELEPHONE POLE NO. 9715, 9 FEET SOUTH OF WOVEN
 CQ3284'WIRE FENCE AND 1.5 FEET WEST OF WITNESS POST.  IT IS STAMPED
 CQ3284'DESERTED NO 1 1931 AND PROJECTS 6 INCHES.
 CQ3284'
 CQ3284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10
 CQ3284'AND 181 JUST SOUTHEAST OF THE RAILROAD STATION IN BENTON,
 CQ3284'GO EAST ON STATE HIGHWAY 181 FOR 6.55 MILES TO DRIVEWAY ON
 CQ3284'THE LEFT AND AZIMUTH MARK JUST EAST AS DESCRIBED, TURN LEFT
 CQ3284'INTO DRIVEWAY AND GO NORTH FOR 0.2 MILE TO HOUSE AND STATION
 CQ3284'AS DESCRIBED.
 CQ3284'
 CQ3284'OBSERVATIONS MADE FROM A 90 FOOT TOWER.
 CQ3284
 CQ3284                          STATION RECOVERY (1950)
 CQ3284
 CQ3284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 CQ3284'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN
 CQ3284'GOOD CONDITION, AS DESCRIBED IN THE 1950 DESCRIPTION OF THE
 CQ3284'PARTY OF R.L. ENGDAHL.  REFERENCE MARK NO. 1 (AZ. MK.) WAS
 CQ3284'OCCUPIED TO DETERMINE A DIRECTION TO STATION NO. 1436 (LA. GEOD.
 CQ3284'S.).
 CQ3284'
 CQ3284'STATION MARK PROJECTS 14 INCHES AND THE DISK IS STAMPED
 CQ3284'DESERTED 1931.
 CQ3284'
 CQ3284'REFERENCE MARK NO. 1 (AZ. MK.) PROJECTS 6 INCHES AND THE
 CQ3284'DISK IS STAMPED DESERTED NO 1 1931.
 CQ3284'
 CQ3284'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ3284'DESERTED NO 2 1931.
 CQ3284'
 CQ3284'REFERENCE MARK NO. 3 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ3284'DESERTED NO 3 1950.
 CQ3284
 CQ3284                          STATION RECOVERY (1960)
 CQ3284
 CQ3284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3284'THE STATION MARK AND REFERENCE MARKS NOS. 1, 2 AND 3 WERE
 CQ3284'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE STATION WAS
 CQ3284'RECOVERED AS DESCRIBED IN THE 1950 RECOVERY NOTE.  IT IS
 CQ3284'ADEQUATE FOR RECOVERY EXCEPT FOR THE ROUTE TO REACH THE STATION.
 CQ3284'THE TO REACH SHOULD READ AS FOLLOWS--
 CQ3284'
 CQ3284'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE LA. 3
 CQ3284'AND 162 WHICH IS THE STREET INTERSECTION OF EAST COMMERCE
 CQ3284'AND 5TH STREET IN BENTON, GO EAST ON ROUTE LA. 162 FOR 6.3
 CQ3284'MILES TO THE TOP OF HILL AT A GATE ON THE LEFT AND REFERENCE
 CQ3284'MARK NO. 1.  TURN LEFT, PASS THROUGH THE GATE AND GO NORTH
 CQ3284'ON THE DRIVEWAY FOR 0.2 MILE TO HOUSE AND THE STATION.
 CQ3284'
 CQ3284'NOTE--OBSERVATIONS WERE MADE FROM A 74 FT. TOWER.
 CQ3284'
 CQ3284'REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CQ3284
 CQ3284                          STATION RECOVERY (2002)
 CQ3284
 CQ3284'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ3284'RECOVERED IN GOOD CONDITION.
 CQ3284
 CQ3284                          STATION RECOVERY (2003)
 CQ3284
 CQ3284'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3283 ***********************************************************************
 CQ3283  DESIGNATION -  DESERTED RM 1
 CQ3283  PID         -  CQ3283
 CQ3283  STATE/COUNTY-  LA/BOSSIER
 CQ3283  USGS QUAD   -  BENTON (1975)
 CQ3283
 CQ3283                         *CURRENT SURVEY CONTROL
 CQ3283  ___________________________________________________________________
 CQ3283* NAD 83(1992)-  32 43 02.19791(N)    093 38 19.62811(W)     ADJUSTED  
 CQ3283* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 CQ3283  ___________________________________________________________________
 CQ3283  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CQ3283  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ3283
 CQ3283  HORZ ORDER  -  SECOND
 CQ3283
 CQ3283.The horizontal coordinates were established by classical geodetic methods
 CQ3283.and adjusted by the National Geodetic Survey in September 1999..
 CQ3283
 CQ3283.The orthometric height was scaled from a topographic map.
 CQ3283
 CQ3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3283
 CQ3283.The geoid height was determined by GEOID03.
 CQ3283
 CQ3283;                    North         East     Units Scale Factor Converg.
 CQ3283;SPC LA N     -   246,410.548   893,239.395   MT  1.00001193   -0 36 07.5
 CQ3283;SPC LA N     -   808,431.94  2,930,569.58   sFT  1.00001193   -0 36 07.5
 CQ3283;UTM  15      - 3,620,125.346   440,137.204   MT  0.99964419   -0 20 43.0
 CQ3283
 CQ3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3283!SPC LA N     -   0.99999030  x   1.00001193  =   1.00000223
 CQ3283!UTM  15      -   0.99999030  x   0.99964419  =   0.99963450
 CQ3283
 CQ3283|---------------------------------------------------------------------|
 CQ3283| PID    Reference Object                     Distance      Geod. Az  |
 CQ3283|                                                           dddmmss.s |
 CQ3283| CQ3284 DESERTED                            284.153 METERS 01426     |
 CQ3283| CQ3285 1436                                 17.878 METERS 21135     |
 CQ3283|---------------------------------------------------------------------|
 CQ3283
 CQ3283                          SUPERSEDED SURVEY CONTROL
 CQ3283
 CQ3283  NAD 83(1992)-  32 43 02.19786(N)    093 38 19.62693(W) AD(       ) 2
 CQ3283  NAD 83(1986)-  32 43 02.21022(N)    093 38 19.61763(W) AD(       ) 2
 CQ3283  NAD 27      -  32 43 01.68900(N)    093 38 18.98000(W) AD(       ) 2
 CQ3283
 CQ3283.Superseded values are not recommended for survey control.
 CQ3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3283.See file dsdata.txt to determine how the superseded data were derived.
 CQ3283
 CQ3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4013720125(NAD 83)
 CQ3283_MARKER: DR = REFERENCE MARK DISK
 CQ3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3283_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3283+STABILITY: SURFACE MOTION
 CQ3283
 CQ3283  HISTORY     - Date     Condition        Report By
 CQ3283  HISTORY     - 1931     MONUMENTED       CGS
 CQ3283
 CQ3283                          STATION DESCRIPTION
 CQ3283
 CQ3283'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CQ3283'SEE STATION DESERTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0132 ***********************************************************************
 CQ0132  DESIGNATION -  DESIARD BOLT
 CQ0132  PID         -  CQ0132
 CQ0132  STATE/COUNTY-  LA/OUACHITA
 CQ0132  USGS QUAD   -  MONROE NORTH (1994)
 CQ0132
 CQ0132                         *CURRENT SURVEY CONTROL
 CQ0132  ___________________________________________________________________
 CQ0132* NAD 83(1986)-  32 32 17.     (N)    092 04 44.     (W)     SCALED    
 CQ0132* NAVD 88     -        24.15   (+/-2cm)      79.2    (feet)  VERTCON   
 CQ0132  ___________________________________________________________________
 CQ0132  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0132
 CQ0132  VERT ORDER  -  ? (See Below)
 CQ0132
 CQ0132.The horizontal coordinates were scaled from a topographic map and have
 CQ0132.an estimated accuracy of +/- 6 seconds.
 CQ0132
 CQ0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0132.The vertical order pertains to the NGVD 29 superseded value.
 CQ0132
 CQ0132.The geoid height was determined by GEOID03.
 CQ0132
 CQ0132;                    North         East    Units  Estimated Accuracy
 CQ0132;SPC LA N     -   226,050.    1,039,560.      MT  (+/- 180 meters Scaled)
 CQ0132
 CQ0132                          SUPERSEDED SURVEY CONTROL
 CQ0132
 CQ0132  NGVD 29 (??/??/??)   24.200  (m)           79.40   (f) ADJUSTED    ?  
 CQ0132
 CQ0132.Superseded values are not recommended for survey control.
 CQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0132.See file dsdata.txt to determine how the superseded data were derived.
 CQ0132
 CQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS864004(NAD 83)
 CQ0132_MARKER: B = BOLT
 CQ0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0132
 CQ0132  HISTORY     - Date     Condition        Report By
 CQ0132  HISTORY     - UNK      MONUMENTED       DOD
 CQ0132  HISTORY     - 1934     GOOD             CGS
 CQ0132
 CQ0132                          STATION DESCRIPTION
 CQ0132
 CQ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0132'2.5 MI NE FROM MONROE.
 CQ0132'ABOUT 2-1/2 MILES NORTHEAST ALONG U.S. HIGHWAY 165 FROM MONROE,
 CQ0132'OUACHITA PARISH, AT THE CONCRETE BRIDGE OVER BAYOU DESIARD, IN A
 CQ0132'VACANT LOT OPPOSITE WEBSTER STREET, ABOUT 200 FEET SOUTH OF THE EAST
 CQ0132'END OF THE BRIDGE, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 CQ0132'46 FEET SOUTH OF THE HOTEL FRANCES SIGN FACING NORTH.  A COPPER BOLT,
 CQ0132'SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH
 CQ0132'IS HAD THROUGH AN IRON PIPE AND BEARING A CORPS OF ENGINEERS, U.S.
 CQ0132'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0131 ***********************************************************************
 CQ0131  DESIGNATION -  DESIARD CAP
 CQ0131  PID         -  CQ0131
 CQ0131  STATE/COUNTY-  LA/OUACHITA
 CQ0131  USGS QUAD   -  MONROE NORTH (1994)
 CQ0131
 CQ0131                         *CURRENT SURVEY CONTROL
 CQ0131  ___________________________________________________________________
 CQ0131* NAD 83(1986)-  32 32 17.     (N)    092 04 45.     (W)     SCALED    
 CQ0131* NAVD 88     -        25.39   (+/-2cm)      83.3    (feet)  VERTCON   
 CQ0131  ___________________________________________________________________
 CQ0131  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0131
 CQ0131  VERT ORDER  -  ? (See Below)
 CQ0131
 CQ0131.The horizontal coordinates were scaled from a topographic map and have
 CQ0131.an estimated accuracy of +/- 6 seconds.
 CQ0131
 CQ0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0131.The vertical order pertains to the NGVD 29 superseded value.
 CQ0131
 CQ0131.The geoid height was determined by GEOID03.
 CQ0131
 CQ0131;                    North         East    Units  Estimated Accuracy
 CQ0131;SPC LA N     -   226,050.    1,039,530.      MT  (+/- 180 meters Scaled)
 CQ0131
 CQ0131                          SUPERSEDED SURVEY CONTROL
 CQ0131
 CQ0131  NGVD 29 (??/??/??)   25.440  (m)           83.46   (f) ADJUSTED    ?  
 CQ0131
 CQ0131.Superseded values are not recommended for survey control.
 CQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0131.See file dsdata.txt to determine how the superseded data were derived.
 CQ0131
 CQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS864004(NAD 83)
 CQ0131_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0131_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0131
 CQ0131  HISTORY     - Date     Condition        Report By
 CQ0131  HISTORY     - UNK      MONUMENTED       DOD
 CQ0131  HISTORY     - 1934     GOOD             CGS
 CQ0131
 CQ0131                          STATION DESCRIPTION
 CQ0131
 CQ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0131'2.5 MI NE FROM MONROE.
 CQ0131'ABOUT 2-1/2 MILES NORTHEAST ALONG U.S. HIGHWAY 165 FROM MONROE,
 CQ0131'OUACHITA PARISH, AT THE CONCRETE BRIDGE OVER BAYOU DESIARD, IN A
 CQ0131'VACANT LOT OPPOSITE WEBSTER STREET, ABOUT 200 FEET SOUTH OF THE EAST
 CQ0131'END OF THE BRIDGE, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 CQ0131'46 FEET SOUTH OF THE HOTEL FRANCES SIGN FACING NORTH.  AN IRON PIPE
 CQ0131'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2656 ***********************************************************************
 CQ2656  DESIGNATION -  DESIARD INTER NAT GAS CO TANK
 CQ2656  PID         -  CQ2656
 CQ2656  STATE/COUNTY-  LA/OUACHITA
 CQ2656  USGS QUAD   -  STERLINGTON (1994)
 CQ2656
 CQ2656                         *CURRENT SURVEY CONTROL
 CQ2656  ___________________________________________________________________
 CQ2656* NAD 83(1992)-  32 39 28.60830(N)    092 02 01.35762(W)     ADJUSTED  
 CQ2656* NAVD 88     -                                                        
 CQ2656  ___________________________________________________________________
 CQ2656  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CQ2656  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2656
 CQ2656  HORZ ORDER  -  THIRD
 CQ2656
 CQ2656.The horizontal coordinates were established by classical geodetic methods
 CQ2656.and adjusted by the National Geodetic Survey in September 1999..
 CQ2656
 CQ2656
 CQ2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2656
 CQ2656.The geoid height was determined by GEOID03.
 CQ2656
 CQ2656;                    North         East     Units Scale Factor Converg.
 CQ2656;SPC LA N     -   239,364.004 1,043,743.403   MT  0.99999802   +0 14 47.5
 CQ2656;SPC LA N     -   785,313.40  3,424,348.15   sFT  0.99999802   +0 14 47.5
 CQ2656;UTM  15      - 3,613,780.281   590,615.247   MT  0.99970125   +0 31 17.3
 CQ2656
 CQ2656                          SUPERSEDED SURVEY CONTROL
 CQ2656
 CQ2656  NAD 83(1992)-  32 39 28.60863(N)    092 02 01.35841(W) AD(       ) 4
 CQ2656  NAD 83(1986)-  32 39 28.62143(N)    092 02 01.34925(W) AD(       ) 4
 CQ2656  NAD 27      -  32 39 28.12000(N)    092 02 00.88000(W) AD(       ) 3
 CQ2656
 CQ2656.Superseded values are not recommended for survey control.
 CQ2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2656.See file dsdata.txt to determine how the superseded data were derived.
 CQ2656
 CQ2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9061513780(NAD 83)
 CQ2656_MARKER: 51 = TANK
 CQ2656
 CQ2656  HISTORY     - Date     Condition        Report By
 CQ2656  HISTORY     - 1939     FIRST OBSERVED   CGS
 CQ2656
 CQ2656                          STATION DESCRIPTION
 CQ2656
 CQ2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CQ2656'LOW SQUAT WATER TANK OF THE INTERSTATE NATURAL GAS COMPANY, THE
 CQ2656'DE SIARD COMPRESSING STATION.  THE TANK IS ABOUT 60 FEET HIGH.
 CQ2656'THE FINIAL ON TOP WAS CUT IN.  STATION WAS LOCATED FROM
 CQ2656'TRIANGULATION STATIONS LGS NO. 664 AND LGS NO. 667.
 CQ2656'
 CQ2656'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3150 ***********************************************************************
 CQ3150  DESIGNATION -  DESOTA
 CQ3150  PID         -  CQ3150
 CQ3150  STATE/COUNTY-  LA/DE SOTO
 CQ3150  USGS QUAD   -  CLEAR LAKE (1992)
 CQ3150
 CQ3150                         *CURRENT SURVEY CONTROL
 CQ3150  ___________________________________________________________________
 CQ3150* NAD 83(1992)-  32 08 12.99690(N)    093 31 29.35747(W)     ADJUSTED  
 CQ3150* NAVD 88     -        54.6    (meters)     179.     (feet)  VERTCON   
 CQ3150  ___________________________________________________________________
 CQ3150  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ3150  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3150
 CQ3150  HORZ ORDER  -  FIRST
 CQ3150
 CQ3150.The horizontal coordinates were established by classical geodetic methods
 CQ3150.and adjusted by the National Geodetic Survey in January 1993..
 CQ3150
 CQ3150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3150
 CQ3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3150
 CQ3150.The geoid height was determined by GEOID03.
 CQ3150
 CQ3150;                    North         East     Units Scale Factor Converg.
 CQ3150;SPC LA N     -   181,953.749   903,314.584   MT  0.99992203   -0 32 30.6
 CQ3150;SPC LA N     -   596,959.92  2,963,624.60   sFT  0.99992203   -0 32 30.6
 CQ3150;UTM  15      - 3,555,735.615   450,501.321   MT  0.99963021   -0 16 45.1
 CQ3150
 CQ3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3150!SPC LA N     -   0.99999548  x   0.99992203  =   0.99991751
 CQ3150!UTM  15      -   0.99999548  x   0.99963021  =   0.99962569
 CQ3150
 CQ3150|---------------------------------------------------------------------|
 CQ3150| PID    Reference Object                     Distance      Geod. Az  |
 CQ3150|                                                           dddmmss.s |
 CQ3150| CX5730 DESOTA RM 1                          26.425 METERS 11915     |
 CQ3150| CX5731 DESOTA RM 2                          25.148 METERS 22044     |
 CQ3150| CQ3160 MANSFIELD MUN NE TANK               APPROX.18.8 KM 2351040.6 |
 CQ3150| CQ3164 MANSFIELD RAD STA KDXI MAST         APPROX.23.9 KM 2374342.5 |
 CQ3150| CX5729 DESOTA AZ MK                                       3584913.5 |
 CQ3150|---------------------------------------------------------------------|
 CQ3150
 CQ3150                          SUPERSEDED SURVEY CONTROL
 CQ3150
 CQ3150  NAD 83(1986)-  32 08 13.00908(N)    093 31 29.35259(W) AD(       ) 1
 CQ3150  NAD 27      -  32 08 12.43140(N)    093 31 28.71794(W) AD(       ) 1
 CQ3150  NGVD 29 (07/19/86)   54.7    (m)          179.     (f) VERT ANG       
 CQ3150
 CQ3150.Superseded values are not recommended for survey control.
 CQ3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3150.See file dsdata.txt to determine how the superseded data were derived.
 CQ3150
 CQ3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5050155736(NAD 83)
 CQ3150_MARKER: DS = TRIANGULATION STATION DISK
 CQ3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3150
 CQ3150  HISTORY     - Date     Condition        Report By
 CQ3150  HISTORY     - 1969     MONUMENTED       CGS
 CQ3150
 CQ3150                          STATION DESCRIPTION
 CQ3150
 CQ3150'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3150'THE STATION IS ABOUT 13-1/2 MILES NORTHWEST OF COUSHATTA AND 13
 CQ3150'MILES NORTHEAST OF MANSFIELD, IN THE NORTHWEST CORNER OF A SMALL
 CQ3150'CHURCH YARD.  MRS. ADA AVERITT, CHURCH SECRETARY, GAVE PERMISSION
 CQ3150'TO ESTABLISH THE STATION.
 CQ3150'
 CQ3150'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 CQ3150'STATE HIGHWAY 1 IN GRAND BAYOU, GO NORTHWEST ON HIGHWAY 1 FOR 3.6
 CQ3150'MILES TO THE JUNCTION OF HIGHWAY 509.  TURN LEFT AND GO WEST ON
 CQ3150'HIGHWAY 509 FOR 2.8 MILES TO A SIDE ROAD ON THE RIGHT, A CHURCH
 CQ3150'AND THE STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 CQ3150'
 CQ3150'THE STATION MARK IS A STANDARD DISK STAMPED DESOTA 1969, SET IN THE
 CQ3150'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ3150'THE SURFACE OF THE GROUND.  IT IS 152 FEET NORTH OF THE CENTER OF
 CQ3150'HIGHWAY 509, 52.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CQ3150'CHURCH, 32 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 25.5 FEET
 CQ3150'SOUTHEAST OF A CORNER FENCE POST AND 20 FEET SOUTH OF A METAL
 CQ3150'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 CQ3150'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 CQ3150'
 CQ3150'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DESOTA NO 1 1969, SET
 CQ3150'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ3150'WITH THE SURFACE OF THE GROUND.  IT IS 110.5 FEET NORTH OF THE
 CQ3150'CENTER OF HIGHWAY 509, 59.5 FEET SOUTH OF A CORNER FENCE POST, 19
 CQ3150'FEET EAST OF THE NORTHEAST CORNER OF THE CHURCH AND 6 INCHES WEST
 CQ3150'OF A FENCE.
 CQ3150'
 CQ3150'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DESOTA NO 2 1969, SET
 CQ3150'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ3150'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 91 FEET NORTH OF
 CQ3150'THE CENTER OF HIGHWAY 509, 23 FEET WEST OF THE CENTER OF THE
 CQ3150'GRAVELED ROAD AND 6 INCHES EAST OF A FENCE.
 CQ3150'
 CQ3150'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DESOTA 1969, SET IN THE
 CQ3150'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 CQ3150'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 44.5 FEET NORTH OF
 CQ3150'THE CENTER OF A DRIVEWAY, 23 FEET WEST OF THE CENTER OF THE
 CQ3150'GRAVELED ROAD, 2.7 FEET SOUTHEAST OF A METAL WITNESS POST AND 2
 CQ3150'FEET NORTH-NORTHEAST OF A CORNER FENCE POST.
 CQ3150'
 CQ3150'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 CQ3150'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3002 ***********************************************************************
 BX3002  DESIGNATION -  DESOTO LOT
 BX3002  PID         -  BX3002
 BX3002  STATE/COUNTY-  LA/DE SOTO
 BX3002  USGS QUAD   -  PELICAN (1992)
 BX3002
 BX3002                         *CURRENT SURVEY CONTROL
 BX3002  ___________________________________________________________________
 BX3002* NAD 83(1992)-  31 57 59.76621(N)    093 34 06.42663(W)     ADJUSTED  
 BX3002* NAVD 88     -                                                        
 BX3002  ___________________________________________________________________
 BX3002  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BX3002  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BX3002
 BX3002  HORZ ORDER  -  THIRD
 BX3002
 BX3002.The horizontal coordinates were established by classical geodetic methods
 BX3002.and adjusted by the National Geodetic Survey in January 1993..
 BX3002
 BX3002
 BX3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3002
 BX3002.The geoid height was determined by GEOID03.
 BX3002
 BX3002;                    North         East     Units Scale Factor Converg.
 BX3002;SPC LA N     -   163,107.154   899,012.259   MT  0.99991510   -0 33 53.6
 BX3002;SPC LA N     -   535,127.39  2,949,509.39   sFT  0.99991510   -0 33 53.6
 BX3002;UTM  15      - 3,536,874.826   446,286.841   MT  0.99963558   -0 18 03.5
 BX3002
 BX3002                          SUPERSEDED SURVEY CONTROL
 BX3002
 BX3002  NAD 83(1986)-  31 57 59.77734(N)    093 34 06.42128(W) AD(       ) 4
 BX3002  NAD 27      -  31 57 59.18951(N)    093 34 05.77478(W) AD(       ) 3
 BX3002
 BX3002.Superseded values are not recommended for survey control.
 BX3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3002.See file dsdata.txt to determine how the superseded data were derived.
 BX3002
 BX3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR4628736875(NAD 83)
 BX3002_MARKER: 57 = LOOKOUT TOWER
 BX3002
 BX3002  HISTORY     - Date     Condition        Report By
 BX3002  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX3002  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 BX3002
 BX3002                          STATION DESCRIPTION
 BX3002
 BX3002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3002'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF MANSFIELD, 10-3/4 MILES
 BX3002'NORTH-NORTHWEST OF PLEASANT HILL, 10 MILES NORTHEAST OF BENSON, 2
 BX3002'MILES EAST OF STATE HIGHWAY 175, AT THE END OF A NORTH-SOUTH GRADED
 BX3002'ROAD AND ON STATE OWNED LAND.
 BX3002'
 BX3002'DESOTO LOOKOUT TOWER IS A SQUARE SILVER METAL BLDG, WITH A CONICAL
 BX3002'SHAPED ROOF, THAT IS SUPPORTED BY 4-STEEL CHANNEL LEGS.  CAB IS 110
 BX3002'FEET ABOVE THE GROUND.
 BX3002'
 BX3002'POINT INTERSECTED WAS THE TOP CENTER OF THE CAB ROOF.
 BX3002
 BX3002                          STATION RECOVERY (1997)
 BX3002
 BX3002'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2955 ***********************************************************************
 BX2955  DESIGNATION -  DESS
 BX2955  PID         -  BX2955
 BX2955  STATE/COUNTY-  LA/SABINE
 BX2955  USGS QUAD   -  NEGREET (1985)
 BX2955
 BX2955                         *CURRENT SURVEY CONTROL
 BX2955  ___________________________________________________________________
 BX2955* NAD 83(1992)-  31 25 37.04867(N)    093 32 54.11217(W)     ADJUSTED  
 BX2955* NAVD 88     -       114.1    (meters)     374.     (feet)  VERTCON   
 BX2955  ___________________________________________________________________
 BX2955  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 BX2955  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX2955
 BX2955  HORZ ORDER  -  FIRST
 BX2955
 BX2955.The horizontal coordinates were established by classical geodetic methods
 BX2955.and adjusted by the National Geodetic Survey in January 1993..
 BX2955
 BX2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2955
 BX2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2955
 BX2955.The geoid height was determined by GEOID03.
 BX2955
 BX2955;                    North         East     Units Scale Factor Converg.
 BX2955;SPC LA N     -   103,259.329   900,332.014   MT  0.99995118   -0 33 15.4
 BX2955;SPC LA N     -   338,776.65  2,953,839.28   sFT  0.99995118   -0 33 15.4
 BX2955;SPC TX C     - 3,214,804.751 1,344,629.956   MT  0.99990923   +3 29 40.8
 BX2955;SPC TX C     -10,547,238.59  4,411,506.78   sFT  0.99990923   +3 29 40.8
 BX2955;UTM  15      - 3,477,051.209   447,884.132   MT  0.99963350   -0 17 09.3
 BX2955
 BX2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2955!SPC LA N     -   0.99998631  x   0.99995118  =   0.99993749
 BX2955!SPC TX C     -   0.99998631  x   0.99990923  =   0.99989554
 BX2955!UTM  15      -   0.99998631  x   0.99963350  =   0.99961981
 BX2955
 BX2955|---------------------------------------------------------------------|
 BX2955| PID    Reference Object                     Distance      Geod. Az  |
 BX2955|                                                           dddmmss.s |
 BX2955| CV8368 DESS RM 1                            20.027 METERS 05636     |
 BX2955| CV8370 DESS RM 3                                          0733630.6 |
 BX2955| BX2949 FLORIEN MUN TANK                    APPROX. 8.9 KM 0771239.0 |
 BX2955| BX2941 HORNBECK MUN TANK                   APPROX.18.1 KM 1272924.5 |
 BX2955| BX2942 HORNBECK ATT MICROWAVE KGP 71       APPROX.18.2 KM 1355534.4 |
 BX2955| BX2943 HORNBECK                            APPROX.18.2 KM 1355603.2 |
 BX2955| BX2947 HORNBECK LOT                        APPROX.17.4 KM 1405815.6 |
 BX2955| BX2946 HORNBECK KCS MICROWAVE KJN 85       APPROX.17.6 KM 1405900.4 |
 BX2955| BX2956 DESS LOT                             20.682 METERS 29440     |
 BX2955| CV8369 DESS RM 2                            25.494 METERS 31829     |
 BX2955|---------------------------------------------------------------------|
 BX2955
 BX2955                          SUPERSEDED SURVEY CONTROL
 BX2955
 BX2955  NAD 83(1986)-  31 25 37.05718(N)    093 32 54.10592(W) AD(       ) 1
 BX2955  NAD 27      -  31 25 36.41208(N)    093 32 53.46864(W) AD(       ) 1
 BX2955  NGVD 29 (07/19/86)  114.2    (m)          375.     (f) VERT ANG       
 BX2955
 BX2955.Superseded values are not recommended for survey control.
 BX2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2955.See file dsdata.txt to determine how the superseded data were derived.
 BX2955
 BX2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4788477051(NAD 83)
 BX2955_MARKER: DS = TRIANGULATION STATION DISK
 BX2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2955
 BX2955  HISTORY     - Date     Condition        Report By
 BX2955  HISTORY     - 1971     MONUMENTED       NGS
 BX2955
 BX2955                          STATION DESCRIPTION
 BX2955
 BX2955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2955'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF HORNBECK, 10-1/2
 BX2955'MILES SOUTH-SOUTHWEST OF MANY, 5 MILES WEST-SOUTHWEST OF FLORIEN, IN
 BX2955'THE SE 1/4 OF SECTION 12, T 5 N, R 12 W, AND NEAR THE SITE OF THE
 BX2955'DESS FIRE LOOKOUT TOWER.  IT IS ON LAND OWNED BY MR. R. L. MCKILLIPE,
 BX2955'DISTRICT FORESTER, NATCHITOEHES, LOUISIANA.
 BX2955'
 BX2955'TO REACH FROM THE POST OFFICE IN MANY, GO WEST FOR 0.1 MILE TO THE
 BX2955'JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY 6.  GO WESTERLY ON
 BX2955'STATE HIGHWAY 6 FOR 5.25 MILES TO STATE HIGHWAY 476 ON THE LEFT,
 BX2955'TURN LEFT AND GO SOUTHERLY ON STATE HIGHWAY 476 FOR 5 MILES TO A
 BX2955'PAVED ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY FOLLOWING SURFACED
 BX2955'ROAD FOR 3.3 MILES TO WHERE IT JUNCTIONS WITH STATE HIGHWAY 474.
 BX2955'TURN RIGHT AND GO SOUTH AND EASTERLY ON SURFACED AND GRAVELED ROAD
 BX2955'FOR 2 MILES TO A SIGN ON THE RIGHT DESS FIRE TOWER.  TURN RIGHT ON
 BX2955'GRADED ROAD AND GO WESTERLY FOR 0.15 MILE TO REFERENCE MARK 3 ON THE
 BX2955'RIGHT, NORTH SIDE OF ROAD.  TURN LEFT AND GO SOUTHERLY ON GRADED ROAD
 BX2955'TO THE DESS FIRE TOWER AND STATION AS DESCRIBED.
 BX2955'
 BX2955'STATION MARKS ARE STANDARD DISKS STAMPED DESS 1971.  THE SURFACE DISK
 BX2955'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BX2955'FLUSH WITH THE GROUND SURFACE.  IT IS 67.84 FEET EAST-SOUTHEAST OF
 BX2955'THE CENTER OF DESS FIRE TOWER, 50 FEET SOUTHEAST OF UTILITY POLE WITH
 BX2955'TRANSFORMER ATTACHED, 45 FEET SOUTH OF A 14 INCH OAK TREE, 18
 BX2955'FEET NORTHWEST OF A 12 INCH WILD CHERRY TREE AND 14.2 FEET
 BX2955'NORTHEAST OF A 16 INCH OAK TREE.  THE UNDERGROUND MARK IS SET IN
 BX2955'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BX2955'GROUND SURFACE.
 BX2955'
 BX2955'REFERENCE MARK 1, A STANDARD DISK STAMPED DESS NO 1 1971, IS SET IN
 BX2955'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2955'WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTH OF THE APPROXIMATE
 BX2955'CENTER OF GRADED ROAD, 16.5 FEET NORTHEAST OF UTILITY POLE WITH
 BX2955'TRANSFORMER ATTACHED AND 8.4 FEET SOUTHEAST OF A 12 INCH GUM
 BX2955'TREE.
 BX2955'
 BX2955'REFERENCE MARK 2, A STANDARD DISK STAMPED DESS NO 2 1971, IS SET IN
 BX2955'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2955'WITH THE GROUND SURFACE.  IT IS 72.3 FEET EAST OF THE NORTHEAST
 BX2955'CORNER OF BRICK BUILDING, 32 FEET SOUTHEAST OF A 20 INCH PINE TREE,
 BX2955'27.6 FEET NORTHEAST OF THE NORTHWEST LEG OF FIRE TOWER AND 25.2
 BX2955'FEET NORTH OF THE NORTHEAST LEG OF FIRE TOWER.
 BX2955'
 BX2955'REFERENCE MARK 3, A STANDARD DISK STAMPED DESS NO 3 1971, IS SET IN
 BX2955'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BX2955'INCHES ABOVE GROUND SURFACE.  IT IS 38 FEET SOUTHEAST OF A 6 INCH
 BX2955'PINE TREE, 28 FEET NORTHEAST OF THE JUNCTION OF DIRT ROADS AND 2.3
 BX2955'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BX2955'
 BX2955'NEAREST TOWN--5 MILES WSW OF FLORIEN.
 BX2955'
 BX2955'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2956 ***********************************************************************
 BX2956  DESIGNATION -  DESS LOT
 BX2956  PID         -  BX2956
 BX2956  STATE/COUNTY-  LA/SABINE
 BX2956  USGS QUAD   -  NEGREET (1985)
 BX2956
 BX2956                         *CURRENT SURVEY CONTROL
 BX2956  ___________________________________________________________________
 BX2956* NAD 83(1992)-  31 25 37.32883(N)    093 32 54.82387(W)     ADJUSTED  
 BX2956* NAVD 88     -                                                        
 BX2956  ___________________________________________________________________
 BX2956  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 BX2956  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX2956
 BX2956  HORZ ORDER  -  THIRD
 BX2956
 BX2956.The horizontal coordinates were established by classical geodetic methods
 BX2956.and adjusted by the National Geodetic Survey in January 1993..
 BX2956
 BX2956
 BX2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2956
 BX2956.The geoid height was determined by GEOID03.
 BX2956
 BX2956;                    North         East     Units Scale Factor Converg.
 BX2956;SPC LA N     -   103,268.139   900,313.303   MT  0.99995117   -0 33 15.8
 BX2956;SPC LA N     -   338,805.55  2,953,777.89   sFT  0.99995117   -0 33 15.8
 BX2956;UTM  15      - 3,477,059.929   447,865.386   MT  0.99963352   -0 17 09.7
 BX2956
 BX2956                          SUPERSEDED SURVEY CONTROL
 BX2956
 BX2956  NAD 83(1986)-  31 25 37.33734(N)    093 32 54.81761(W) AD(       ) 4
 BX2956  NAD 27      -  31 25 36.69239(N)    093 32 54.18069(W) AD(       ) 3
 BX2956
 BX2956.Superseded values are not recommended for survey control.
 BX2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2956.See file dsdata.txt to determine how the superseded data were derived.
 BX2956
 BX2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4786577060(NAD 83)
 BX2956_MARKER: 57 = LOOKOUT TOWER
 BX2956
 BX2956  HISTORY     - Date     Condition        Report By
 BX2956  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2956  HISTORY     - 20010331 GOOD             NGS
 BX2956
 BX2956                          STATION DESCRIPTION
 BX2956
 BX2956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2956'DESS LOOKOUT TOWER IS LOCATED ABOUT 5-1/2 MILES WEST-SOUTHWEST OF
 BX2956'FLORIEN, 3 MILES SOUTH-SOUTHEAST OF NEGREET, AND ON STATE OWNED
 BX2956'LAND.
 BX2956'
 BX2956'THE STATION IS A SQUARE METAL CAB, SILVER IN COLOR, WITH A CONICALLY
 BX2956'SHAPED ROOF.  IT IS SUPPORTED BY 4 CHANNEL STEEL LEGS AND IS 120
 BX2956'FEET IN HEIGHT.
 BX2956'
 BX2956'THE POINT INTERSECTED WAS THE TOP CENTER OF THE CAB ROOF.
 BX2956
 BX2956                          STATION RECOVERY (2001)
 BX2956
 BX2956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2956'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9596 ***********************************************************************
 DH9596  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9596  DESIGNATION -  DESTRAHAN H.S. CORS ARP
 DH9596  CORS_ID     -  DSTR
 DH9596  PID         -  DH9596
 DH9596  STATE/COUNTY-  LA/ST CHARLES
 DH9596  USGS QUAD   -  HAHNVILLE (1995)
 DH9596
 DH9596                         *CURRENT SURVEY CONTROL
 DH9596  ___________________________________________________________________
 DH9596* NAD 83(CORS)-  29 57 52.39573(N)    090 22 56.00715(W)     ADJUSTED  
 DH9596* NAVD 88     -                                                        
 DH9596  **This station is located in a subsidence area (see below).
 DH9596  ___________________________________________________________________
 DH9596  EPOCH DATE  -        2002.00
 DH9596  X           -     -36,892.110 (meters)                     COMP
 DH9596  Y           -  -5,530,081.055 (meters)                     COMP
 DH9596  Z           -   3,166,961.045 (meters)                     COMP
 DH9596  ELLIP HEIGHT-         -18.57  (meters)          (05/??/06) GPS OBS
 DH9596  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DH9596
 DH9596  HORZ ORDER  -  SPECIAL (CORS)
 DH9596  ELLP ORDER  -  SPECIAL (CORS)
 DH9596
 DH9596.ITRF positions are available for this station.
 DH9596.The coordinates were established by GPS observations
 DH9596.and adjusted by the National Geodetic Survey in May 2006..
 DH9596.The coordinates are valid at the epoch date displayed above.
 DH9596.The epoch date for horizontal control is a decimal equivalence
 DH9596.of Year/Month/Day.
 DH9596
 DH9596 ** The orthometric height has not been validated since last determined
 DH9596 ** by differential leveling and should not be used for control purposes.
 DH9596 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH9596 ** area with valid NAVD 88 orthometric heights.
 DH9596 ** The geoid height was determined by a new realization of GEOID03 for the
 DH9596 ** epoch indicated which incorporates improved geoid heights for the
 DH9596 ** Southern Louisiana Subsidence area.
 DH9596 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH9596
 DH9596.The PID for the CORS L1 Phase Center is DH9597.
 DH9596
 DH9596.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9596
 DH9596.The ellipsoidal height was determined by GPS observations
 DH9596.and is referenced to NAD 83.
 DH9596
 DH9596.The geoid height was determined by GEOID03.
 DH9596
 DH9596;                    North         East     Units Scale Factor Converg.
 DH9596;SPC LA S     -   162,718.435 1,091,793.724   MT  0.99992594   +0 28 32.0
 DH9596;SPC LA S     -   533,852.07  3,581,993.24   sFT  0.99992594   +0 28 32.0
 DH9596
 DH9596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9596!SPC LA S     -   1.00000292  x   0.99992594  =   0.99992886
 DH9596
 DH9596                          SUPERSEDED SURVEY CONTROL
 DH9596
 DH9596.No superseded survey control is available for this station.
 DH9596
 DH9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5261217741(NAD 83)
 DH9596_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9596
 DH9596                          STATION DESCRIPTION
 DH9596
 DH9596'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9596'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9596'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9596'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9596'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9596'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9597 ***********************************************************************
 DH9597  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9597  DESIGNATION -  DESTRAHAN H.S. CORS L1 PHASE CENTER
 DH9597  CORS_ID     -  DSTR
 DH9597  PID         -  DH9597
 DH9597  STATE/COUNTY-  LA/ST CHARLES
 DH9597  USGS QUAD   -  HAHNVILLE (1995)
 DH9597
 DH9597                         *CURRENT SURVEY CONTROL
 DH9597  ___________________________________________________________________
 DH9597* NAD 83(CORS)-  29 57 52.39574(N)    090 22 56.00713(W)     ADJUSTED  
 DH9597* NAVD 88     -                                                        
 DH9597  **This station is located in a subsidence area (see below).
 DH9597  ___________________________________________________________________
 DH9597  EPOCH DATE  -        2002.00
 DH9597  X           -     -36,892.110 (meters)                     COMP
 DH9597  Y           -  -5,530,081.116 (meters)                     COMP
 DH9597  Z           -   3,166,961.080 (meters)                     COMP
 DH9597  ELLIP HEIGHT-         -18.50  (meters)          (05/??/06) GPS OBS
 DH9597  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DH9597
 DH9597  HORZ ORDER  -  SPECIAL (CORS)
 DH9597  ELLP ORDER  -  SPECIAL (CORS)
 DH9597
 DH9597.ITRF positions are available for this station.
 DH9597.The coordinates were established by GPS observations
 DH9597.and adjusted by the National Geodetic Survey in May 2006..
 DH9597.The coordinates are valid at the epoch date displayed above.
 DH9597.The epoch date for horizontal control is a decimal equivalence
 DH9597.of Year/Month/Day.
 DH9597
 DH9597 ** The orthometric height has not been validated since last determined
 DH9597 ** by differential leveling and should not be used for control purposes.
 DH9597 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH9597 ** area with valid NAVD 88 orthometric heights.
 DH9597 ** The geoid height was determined by a new realization of GEOID03 for the
 DH9597 ** epoch indicated which incorporates improved geoid heights for the
 DH9597 ** Southern Louisiana Subsidence area.
 DH9597 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH9597
 DH9597.The PID for the CORS ARP is DH9596.
 DH9597
 DH9597.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9597
 DH9597.The ellipsoidal height was determined by GPS observations
 DH9597.and is referenced to NAD 83.
 DH9597
 DH9597.The geoid height was determined by GEOID03.
 DH9597
 DH9597;                    North         East     Units Scale Factor Converg.
 DH9597;SPC LA S     -   162,718.436 1,091,793.725   MT  0.99992594   +0 28 32.0
 DH9597;SPC LA S     -   533,852.07  3,581,993.25   sFT  0.99992594   +0 28 32.0
 DH9597
 DH9597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9597!SPC LA S     -   1.00000291  x   0.99992594  =   0.99992885
 DH9597
 DH9597                          SUPERSEDED SURVEY CONTROL
 DH9597
 DH9597.No superseded survey control is available for this station.
 DH9597
 DH9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5261217741(NAD 83)
 DH9597_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9597
 DH9597                          STATION DESCRIPTION
 DH9597
 DH9597'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9597'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9597'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9597'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9597'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9597'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9598 ***********************************************************************
 DH9598  DESIGNATION -  DESTRAHAN H.S. GRP
 DH9598  PID         -  DH9598
 DH9598  STATE/COUNTY-  LA/ST CHARLES
 DH9598  USGS QUAD   -  HAHNVILLE (1995)
 DH9598
 DH9598                         *CURRENT SURVEY CONTROL
 DH9598  ___________________________________________________________________
 DH9598* NAD 83(CORS)-  29 57 52.39573(N)    090 22 56.00715(W)     ADJUSTED  
 DH9598* NAVD 88     -                                                        
 DH9598  **This station is located in a subsidence area (see below).
 DH9598  ___________________________________________________________________
 DH9598  EPOCH DATE  -        2002.00
 DH9598  X           -     -36,892.110 (meters)                     COMP
 DH9598  Y           -  -5,530,080.986 (meters)                     COMP
 DH9598  Z           -   3,166,961.005 (meters)                     COMP
 DH9598  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DH9598  ELLIP HEIGHT-         -18.65  (meters)          (05/??/06) GPS OBS
 DH9598  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DH9598
 DH9598  HORZ ORDER  -  A
 DH9598  ELLP ORDER  -  FOURTH    CLASS I
 DH9598
 DH9598.ITRF positions are available for this station.
 DH9598.The horizontal coordinates were established by GPS observations
 DH9598.and adjusted by the National Geodetic Survey in May 2006..
 DH9598.The horizontal coordinates are valid at the epoch date displayed above.
 DH9598.The epoch date for horizontal control is a decimal equivalence
 DH9598.of Year/Month/Day.
 DH9598
 DH9598 ** The orthometric height has not been validated since last determined
 DH9598 ** by differential leveling and should not be used for control purposes.
 DH9598 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH9598 ** area with valid NAVD 88 orthometric heights.
 DH9598 ** The geoid height was determined by a new realization of GEOID03 for the
 DH9598 ** epoch indicated which incorporates improved geoid heights for the
 DH9598 ** Southern Louisiana Subsidence area.
 DH9598 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH9598
 DH9598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9598
 DH9598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9598
 DH9598.The ellipsoidal height was determined by GPS observations
 DH9598.and is referenced to NAD 83.
 DH9598
 DH9598.The geoid height was determined by GEOID03.
 DH9598
 DH9598;                    North         East     Units Scale Factor Converg.
 DH9598;SPC LA S     -   162,718.435 1,091,793.724   MT  0.99992594   +0 28 32.0
 DH9598;SPC LA S     -   533,852.07  3,581,993.24   sFT  0.99992594   +0 28 32.0
 DH9598;UTM  15      - 3,317,741.266   752,612.452   MT  1.00038738   +1 18 29.4
 DH9598
 DH9598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9598!SPC LA S     -   1.00000293  x   0.99992594  =   0.99992887
 DH9598!UTM  15      -   1.00000293  x   1.00038738  =   1.00039031
 DH9598
 DH9598                          SUPERSEDED SURVEY CONTROL
 DH9598
 DH9598.No superseded survey control is available for this station.
 DH9598
 DH9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5261217741(NAD 83)
 DH9598_STAMPING: UNKNOWN
 DH9598'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'DSTR'
 DH9598'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH9598'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9598'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9598'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9598'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH9598'
 DH9598' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4850 ***********************************************************************
 BJ4850  DESIGNATION -  DEVALL
 BJ4850  PID         -  BJ4850
 BJ4850  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ4850  USGS QUAD   -  WALLS (1994)
 BJ4850
 BJ4850                         *CURRENT SURVEY CONTROL
 BJ4850  ___________________________________________________________________
 BJ4850* NAD 83(1992)-  30 32 27.40631(N)    091 20 01.48712(W)     ADJUSTED  
 BJ4850* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BJ4850  ___________________________________________________________________
 BJ4850  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4850  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4850
 BJ4850  HORZ ORDER  -  FIRST
 BJ4850
 BJ4850.The horizontal coordinates were established by classical geodetic methods
 BJ4850.and adjusted by the National Geodetic Survey in January 1993..
 BJ4850
 BJ4850.The orthometric height was scaled from a topographic map.
 BJ4850
 BJ4850.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4850
 BJ4850.The geoid height was determined by GEOID03.
 BJ4850
 BJ4850;                    North         East     Units Scale Factor Converg.
 BJ4850;SPC LA S     -   226,230.525   999,960.362   MT  0.99997003   -0 00 00.7
 BJ4850;SPC LA S     -   742,224.65  3,280,703.29   sFT  0.99997003   -0 00 00.7
 BJ4850;UTM  15      - 3,379,910.298   659,838.535   MT  0.99991518   +0 50 48.8
 BJ4850
 BJ4850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4850!SPC LA S     -   1.00000334  x   0.99997003  =   0.99997337
 BJ4850!UTM  15      -   1.00000334  x   0.99991518  =   0.99991852
 BJ4850
 BJ4850:                Primary Azimuth Mark                     Grid Az
 BJ4850:SPC LA S     -  BAKER LELAND NEGRO COLL TANK             068 16 46.3
 BJ4850:UTM  15      -  BAKER LELAND NEGRO COLL TANK             067 25 56.8
 BJ4850
 BJ4850|---------------------------------------------------------------------|
 BJ4850| PID    Reference Object                     Distance      Geod. Az  |
 BJ4850|                                                           dddmmss.s |
 BJ4850| BJ4751 BAKER LELAND NEGRO COLL TANK        APPROX.16.0 KM 0681645.6 |
 BJ4850| BJ4750 SCOTTS BLUFF WATER TANK             APPROX.13.3 KM 0980839.6 |
 BJ4850| CW1290 DEVALL RM 1                          50.900 METERS 15517     |
 BJ4850| CW1291 DEVALL RM 2                         134.700 METERS 28217     |
 BJ4850| BJ4852 CHENAL                              APPROX. 9.1 KM 3243000.7 |
 BJ4850|---------------------------------------------------------------------|
 BJ4850
 BJ4850                          SUPERSEDED SURVEY CONTROL
 BJ4850
 BJ4850  NAD 83(1986)-  30 32 27.42521(N)    091 20 01.48400(W) AD(       ) 1
 BJ4850  NAD 27      -  30 32 26.74254(N)    091 20 01.08015(W) AD(       ) 1
 BJ4850
 BJ4850.Superseded values are not recommended for survey control.
 BJ4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4850.See file dsdata.txt to determine how the superseded data were derived.
 BJ4850
 BJ4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5983979910(NAD 83)
 BJ4850_MARKER: DS = TRIANGULATION STATION DISK
 BJ4850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4850
 BJ4850  HISTORY     - Date     Condition        Report By
 BJ4850  HISTORY     - 1929     MONUMENTED       CGS
 BJ4850  HISTORY     - 1955     GOOD             CGS
 BJ4850  HISTORY     - 1960     GOOD             CGS
 BJ4850  HISTORY     - 1965     GOOD             CGS
 BJ4850
 BJ4850                          STATION DESCRIPTION
 BJ4850
 BJ4850'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4850'ABOUT 10 MILES N OF BATON ROUGE, 13 MILES SE OF NEW ROADS,
 BJ4850'4.5 MILES SE OF ERWINGVILLE, AND 2-1/2 MILES W OF CHAMBERLAIN
 BJ4850'STORE, ON NE SIDE OF LENGTHENED CURVE ON ROUTE 30, ON BED
 BJ4850'OF OLD ROAD WHICH TURNS AT RIGHT ANGLES AT THIS POINT, 15.6
 BJ4850'METERS (51 FEET) N OF 12-INCH LOCUST, 12.2 METERS (40 FEET)
 BJ4850'E OF FENCE ALONG E SIDE OF HIGHWAY, AND 21.0 METERS (69 FEET)
 BJ4850'E OF CENTER LINE OF HIGHWAY.
 BJ4850'
 BJ4850'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 BJ4850'SET IN CONCRETE.
 BJ4850'
 BJ4850'REFERENCE MARK NO. 1 IS 7.6 METERS (25 FEET) E OF CENTER LINE
 BJ4850'OF HIGHWAY, AND 50.9 METERS (167 FEET) FROM STATION
 BJ4850'S 24 DEG 43 MIN E.
 BJ4850'
 BJ4850'REFERENCE MARK NO. 2 IS 7.6 METERS (25 FEET) E OF CENTER LINE
 BJ4850'OF HIGHWAY, IN FENCE LINE ALONG N SIDE OF HIGHWAY, AND 134.7
 BJ4850'METERS (442 FEET) FROM STATION N 77 DEG 43 MIN W.
 BJ4850
 BJ4850                          STATION RECOVERY (1955)
 BJ4850
 BJ4850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 BJ4850'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BJ4850'THE DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS--
 BJ4850'
 BJ4850'ABOUT 10 MI. NW OF BATON ROUGE, 4.5 MI. E OF ERWINVILLE,
 BJ4850'2-1/2 MI. W OF THE CHAMBERLIN STORE AND A RAILROAD CROSSING,
 BJ4850'ON THE NE SIDE OF A CURVE IN STATE ROUTE 30, AND ON THE BED
 BJ4850'OF THE OLD ROAD WHICH TURNS AT A RIGHT ANGLE NEAR THIS POINT.
 BJ4850'IT IS 70 FT. NE OF THE CENTERLINE OF THE HIGHWAY, 240 FT.
 BJ4850'SE OF THE EXTREME SE CORNER OF A HOUSE, AND 62 FT. S-SW OF
 BJ4850'THE CENTER OF A SMALL WOODEN BRIDGE.
 BJ4850'
 BJ4850'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 BJ4850'SET IN CONCRETE.
 BJ4850'
 BJ4850'REFERENCE MARK 1 IS 7.6 M. (25 FT.) E OF THE CENTERLINE OF
 BJ4850'THE HIGHWAY, AND 50.9 M. (167 FT.) FROM THE STATION
 BJ4850'S 24 DEG 43 MIN E.
 BJ4850'
 BJ4850'REFERENCE MARK 2 IS 7.6 M. (25 FT.) N OF THE CENTERLINE OF
 BJ4850'THE HIGHWAY, AND 134.7 M. (442 FT.) FROM THE STATION
 BJ4850'N 77 DEG 43 MIN W.
 BJ4850
 BJ4850                          STATION RECOVERY (1960)
 BJ4850
 BJ4850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ4850'THE STATION WAS VISITED 2-960 AND THE STATION MARK WAS FOUND
 BJ4850'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED
 BJ4850'AND THE DISK WAS RECLAIMED.  REFERENCE MARK NO. 2 WAS DESTROYED
 BJ4850'PRIOR TO THIS DATE, THE DISK WAS NOT FOUND.  NO AZIMUTH MARK
 BJ4850'WAS ESTABLISHED FOR THIS STATION IN 1929, AND SINCE THE SUGAR
 BJ4850'REFINING CO. STACK HAS BEEN DESTROYED, ONLY THE DIRECTION
 BJ4850'BETWEEN THE REFERENCE MARKS NO. 3 AND NO. 4 WERE TAKEN.
 BJ4850'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.
 BJ4850'A NEW DESCRIPTION FOLLOWS--
 BJ4850'
 BJ4850'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF BATON
 BJ4850'ROUGE, 13 MILES SOUTHEAST OF NEW ROADS AND 2.5 MILES NORTHWEST
 BJ4850'OF CHAMBERLINS STORE, ON THE OUTSIDE AND NORTHEAST OF A CENTER
 BJ4850'OF A CURVE ON STATE HIGHWAY 620, WHERE THE ROAD TURNS FROM
 BJ4850'NORTH TO WEST, IN ABOUT THE CENTER OF THE OLD RIGHT-OF-WAY
 BJ4850'BED.  IT IS 72 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY
 BJ4850'620,72 FEET SOUTH OF THE PROJECTED CENTERLINE OF THE HIGHWAY
 BJ4850'LEADING WEST, 46 FEET WEST OF THE PROJECTED CENTERLINE OF THE
 BJ4850'HIGHWAY LEADING SOUTH, 236 FEET SOUTHEAST OF THE SOUTHEAST
 BJ4850'CORNER OF A HOUSE, 25 FEET WEST OF THE CENTER OF A
 BJ4850'NORTH-SOUTH DITCH, 79 FEET SOUTH OF A POWER POLE AT THE WEST
 BJ4850'EDGE OF A FIELD, 220 FEET WEST OF A 3-FOOT PECAN TREE IN
 BJ4850'A CULTIVATED FIELD, AND 1 FOOT NORTH OF A METAL WITNESS
 BJ4850'POST.  IT IS A STANDARD DISK, STAMPED DEVALL 1929,
 BJ4850'PROJECTING 4 INCHES.
 BJ4850'
 BJ4850'REFERENCE MARK NO. 3 IS 28.71 FEET WEST-SOUTHWEST OF THE STATION,
 BJ4850'47 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 620, 99 FEET
 BJ4850'SOUTHWEST OF THE POWER POLE AT THE WEST EDGE OF A NORTH-SOUTH
 BJ4850'DITCH, 1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A
 BJ4850'STANDARD DISK, STAMPED DEVALL NO 3 1929, PROJECTING 6 INCHES.
 BJ4850'
 BJ4850'REFERENCE MARK NO. 4 IS 64.50 FEET NORTH-NORTHWEST OF THE
 BJ4850'STATION, 37 FEET WEST OF A POWER POLE, 26 FEET WEST OF A
 BJ4850'NORTH-SOUTH DITCH, 114 FEET NORTHEAST OF THE CENTER OF THE
 BJ4850'HIGHWAY, ON THE PROJECTED PLANE OF THE SOUTH EDGE OF THE BLACK
 BJ4850'TOP LEADING WEST AND 1 FOOT WEST OF A METAL WITNESS POST.  IT
 BJ4850'IS A STANDARD DISK, STAMPED DEVALL NO 4 1929, PROJECTING 4
 BJ4850'INCHES.
 BJ4850'
 BJ4850'TO REACH THE STATION FROM THE ROUGON HIGH SCHOOL BUILDING AT
 BJ4850'ROUGON, AT THE JUNCTION OF STATE HIGHWAYS 983 AND 416, GO
 BJ4850'WEST ON STATE HIGHWAYS 983 AND 416 FOR 0.6 MILE, TURN LEFT
 BJ4850'AND GO SOUTH ON STATE HIGHWAY 983 FOR 1.6 MILE TO THE JUNCTION
 BJ4850'WITH STATE HIGHWAY 984, TURN LEFT AND GO EAST ON STATE HIGHWAY
 BJ4850'983 FOR 0.6 MILE TO A T INTERSECTION, TURN RIGHT AND GO SOUTH
 BJ4850'ON STATE HIGHWAY 983 FOR 3.85 MILES TO THE JUNCTION WITH STATE
 BJ4850'HIGHWAY 620 AT A CROSSROAD, TURN RIGHT AND GO WEST AND NORTH
 BJ4850'ON STATE HIGHWAY 620 FOR 0.6 MILE TO WHERE THE ROAD TURNS
 BJ4850'WEST AND THE STATION ON THE NORTHEAST SIDE OF THE ROAD AT
 BJ4850'ABOUT THE MIDDLE OF THE CURVE.
 BJ4850
 BJ4850                          STATION RECOVERY (1965)
 BJ4850
 BJ4850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JHT)
 BJ4850'R.M. 1 AND R.M. 2 FALL ON BACKSLOPE OF HIGHWAY FILL, PROBABLY
 BJ4850'DESTROYED DURING HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2974 ***********************************************************************
 AU2974  DESIGNATION -  DEVIL
 AU2974  PID         -  AU2974
 AU2974  STATE/COUNTY-  LA/LAFOURCHE
 AU2974  USGS QUAD   -  PELICAN PASS (1994)
 AU2974
 AU2974                         *CURRENT SURVEY CONTROL
 AU2974  ___________________________________________________________________
 AU2974* NAD 83(1992)-  29 08 29.33319(N)    090 16 26.17761(W)     ADJUSTED  
 AU2974* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2974  **This station is located in a subsidence area (see below).
 AU2974  ___________________________________________________________________
 AU2974  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AU2974  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AU2974
 AU2974  HORZ ORDER  -  THIRD
 AU2974
 AU2974.The horizontal coordinates were established by classical geodetic methods
 AU2974.and adjusted by the National Geodetic Survey in January 1993..
 AU2974
 AU2974 ** The orthometric height has not been validated since last determined
 AU2974 ** by differential leveling and should not be used for control purposes.
 AU2974 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2974 ** area with valid NAVD 88 orthometric heights.
 AU2974 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2974 ** epoch indicated which incorporates improved geoid heights for the
 AU2974 ** Southern Louisiana Subsidence area.
 AU2974 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2974.The orthometric height was scaled from a topographic map.
 AU2974
 AU2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2974
 AU2974.The geoid height was determined by GEOID03.
 AU2974
 AU2974;                    North         East     Units Scale Factor Converg.
 AU2974;SPC LA S     -    71,583.766 1,103,087.800   MT  1.00003733   +0 31 47.0
 AU2974;SPC LA S     -   234,854.41  3,619,047.22   sFT  1.00003733   +0 31 47.0
 AU2974;UTM  15      - 3,226,734.548   765,208.839   MT  1.00046802   +1 19 41.8
 AU2974
 AU2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2974!SPC LA S     -   1.00000376  x   1.00003733  =   1.00004109
 AU2974!UTM  15      -   1.00000376  x   1.00046802  =   1.00047178
 AU2974
 AU2974|---------------------------------------------------------------------|
 AU2974| PID    Reference Object                     Distance      Geod. Az  |
 AU2974|                                                           dddmmss.s |
 AU2974| DD6593 DEVIL RM 1                           15.066 METERS 04314     |
 AU2974| DD6594 DEVIL RM 2                           13.749 METERS 11743     |
 AU2974| AU2980 BAY                                 APPROX. 4.2 KM 1495958.9 |
 AU2974|---------------------------------------------------------------------|
 AU2974
 AU2974                          SUPERSEDED SURVEY CONTROL
 AU2974
 AU2974  NAD 83(1986)-  29 08 29.34949(N)    090 16 26.18946(W) AD(       ) 3
 AU2974  NAD 27      -  29 08 28.52900(N)    090 16 25.90000(W) AD(       ) 3
 AU2974
 AU2974.Superseded values are not recommended for survey control.
 AU2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2974.See file dsdata.txt to determine how the superseded data were derived.
 AU2974
 AU2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6520926735(NAD 83)
 AU2974_MARKER: DS = TRIANGULATION STATION DISK
 AU2974_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2974_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2974
 AU2974  HISTORY     - Date     Condition        Report By
 AU2974  HISTORY     - 1934     MONUMENTED       CGS
 AU2974  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2974
 AU2974                          STATION DESCRIPTION
 AU2974
 AU2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2974'STATION IS ON THE E SIDE OF TIMBALIER BAY, ABOUT 7 MILES
 AU2974'NE OF TIMBALIER LIGHT, ON THE POINT OF MAINLAND JUST S OF
 AU2974'DEVILS BAY, THIS BEING THE SECOND LARGE POINT PROJECTING
 AU2974'FROM THE MAINLAND N OF THE GULF OF MEXICO.
 AU2974'
 AU2974'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2974'SET IN CONCRETE IN THE TOP OF TILES.
 AU2974'
 AU2974'REFERENCE MARK NO. 1 IS 15.066 METERS (49.43 FEET) FROM THE
 AU2974'STATION N 43 DEG 14 MIN E.
 AU2974'
 AU2974'REFERENCE MARK NO. 2 IS 13.749 METERS (45.11 FEET) FROM THE
 AU2974'STATION S 62 DEG 17 MIN E.
 AU2974
 AU2974                          STATION RECOVERY (1952)
 AU2974
 AU2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2974'STATION IS LOST.  THE MONUMENT OF REFERENCE MARK 2 WAS FOUND
 AU2974'BROKEN FROM THE 2 BY 4 ON WHICH IT WAS SET IN THE MARSH AND
 AU2974'LYING ON THE SHORE.  THE DISK WAS REMOVED BY THIS PARTY.  THE
 AU2974'STATION AND REFERENCE MARK 1 WERE FURTHER OFFSHORE AND HAVE
 AU2974'BEEN WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3108 ***********************************************************************
 CP3108  DESIGNATION -  DEVILLE
 CP3108  PID         -  CP3108
 CP3108  STATE/COUNTY-  LA/MOREHOUSE
 CP3108  USGS QUAD   -  BONITA SW (1988)
 CP3108
 CP3108                         *CURRENT SURVEY CONTROL
 CP3108  ___________________________________________________________________
 CP3108* NAD 83(1992)-  32 51 25.85575(N)    091 41 08.65213(W)     ADJUSTED  
 CP3108* NAVD 88     -        29.2    (meters)      96.     (feet)  VERTCON   
 CP3108  ___________________________________________________________________
 CP3108  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CP3108  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3108
 CP3108  HORZ ORDER  -  FIRST
 CP3108
 CP3108.The horizontal coordinates were established by classical geodetic methods
 CP3108.and adjusted by the National Geodetic Survey in September 1999..
 CP3108
 CP3108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3108
 CP3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3108
 CP3108.The geoid height was determined by GEOID03.
 CP3108
 CP3108;                    North         East     Units Scale Factor Converg.
 CP3108;SPC LA N     -   261,651.980 1,076,220.901   MT  1.00004899   +0 25 49.8
 CP3108;SPC LA N     -   858,436.54  3,530,901.41   sFT  1.00004899   +0 25 49.8
 CP3108;UTM  15      - 3,636,219.622   622,974.890   MT  0.99978647   +0 42 47.3
 CP3108
 CP3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3108!SPC LA N     -   0.99999948  x   1.00004899  =   1.00004847
 CP3108!UTM  15      -   0.99999948  x   0.99978647  =   0.99978595
 CP3108
 CP3108|---------------------------------------------------------------------|
 CP3108| PID    Reference Object                     Distance      Geod. Az  |
 CP3108|                                                           dddmmss.s |
 CP3108| CY4252 DEVILLE RM 1                         29.990 METERS 02326     |
 CP3108| CP3110 DEVILLE 1970 AZ MK                  241.071 METERS 09525     |
 CP3108| CY4253 DEVILLE RM 2                         28.048 METERS 15250     |
 CP3108| CP3111 DEVILLE 2                             4.228 METERS 18003     |
 CP3108| CY4254 DEVILLE 2 RM 3                       22.378 METERS 25238     |
 CP3108| CP3115 CORAS BLUFF                         APPROX.11.0 KM 3350647.1 |
 CP3108|---------------------------------------------------------------------|
 CP3108
 CP3108                          SUPERSEDED SURVEY CONTROL
 CP3108
 CP3108  NAD 83(1992)-  32 51 25.85683(N)    091 41 08.65080(W) AD(       ) 1
 CP3108  NAD 83(1986)-  32 51 25.86831(N)    091 41 08.64509(W) AD(       ) 1
 CP3108  NAD 27      -  32 51 25.39556(N)    091 41 08.20003(W) AD(       ) 1
 CP3108  NGVD 29 (07/19/86)   29.3    (m)           96.     (f) VERT ANG       
 CP3108
 CP3108.Superseded values are not recommended for survey control.
 CP3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3108.See file dsdata.txt to determine how the superseded data were derived.
 CP3108
 CP3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2297536220(NAD 83)
 CP3108_MARKER: DS = TRIANGULATION STATION DISK
 CP3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3108
 CP3108  HISTORY     - Date     Condition        Report By
 CP3108  HISTORY     - 1970     MONUMENTED       NGS
 CP3108  HISTORY     - 1973     GOOD             DMA
 CP3108  HISTORY     - 1980     SEE DESCRIPTION  LADTD
 CP3108
 CP3108                          STATION DESCRIPTION
 CP3108
 CP3108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3108'NO MEASUREMENT BETWEEN RM 1-RM 2, DUE TO FARM MACHINERY ON
 CP3108'LINE.
 CP3108'
 CP3108'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF THE EAST
 CP3108'EDGE OF THE CHEMIN AHAUT STATE PARK, 9 MILES NORTHEAST OF MER
 CP3108'ROUGE, 7 MILES WEST OF THE WEST BANK OF THE BOEUF RIVER AND 4
 CP3108'MILES SOUTH-SOUTHWEST OF BONITA.  IT IS AT THE SOUTH EDGE OF
 CP3108'SECTION 30, T 22 N, R 8 E AND ON LAND OWNED BY MR. C.D. DEVILLE,
 CP3108'ROUTE 1 BOX 276, BONITA, LOUISIANA 71223 PHONE NUMBER
 CP3108'823-4949.  MR. C.D. DEVILLE LIVES AT THE STATION SITE.
 CP3108'
 CP3108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 CP3108'STATE HIGHWAY 599 IN GALION, GO EAST AND SOUTHEAST ON STATE
 CP3108'HIGHWAY 599 FOR 3.9 MILES TO WHERE THE HIGHWAY MAKES A SHARP
 CP3108'TURN TO THE NORTH.  CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD
 CP3108'AND GO EAST FOR 0.4 MILE TO THE STATION ON THE LEFT, NORTH SIDE
 CP3108'OF THE ROAD.  CONTINUE EAST ON GRAVELED ROAD FOR 0.15 MILE TO
 CP3108'THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF ROAD.
 CP3108'
 CP3108'STATION MARKS ARE STANDARD DISKS STAMPED DEVILLE 1970.  THE
 CP3108'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3108'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CP3108'69 FEET WEST-NORTHWEST OF TELEPHONE POLE, 57 FEET NORTH OF THE
 CP3108'APPROXIMATE CENTER OF GRAVELED ROAD, 48 FEET SOUTHEAST OF THE
 CP3108'SOUTHEAST CORNER OF A SMALL SHED, 31.5 FEET EAST OF A WOODEN
 CP3108'FENCE AND 31 FEET NORTHWEST OF METAL WITNESS POST WITH SIGN
 CP3108'ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CP3108'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP3108'SURFACE.
 CP3108'
 CP3108'REFERENCE MARK 1, A STANDARD DISK STAMPED DEVILLE NO 1 1970,
 CP3108'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3108'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 124 FEET NORTH
 CP3108'OF THE TELEPHONE POLE, 46 FEET EAST OF THE SOUTHEAST CORNER OF
 CP3108'BARN AND 5 FEET WEST OF THE CENTER OF GARDEN GATE.
 CP3108'
 CP3108'REFERENCE MARK 2, A STANDARD DISK STAMPED DEVILLE NO 2 1970,
 CP3108'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3108'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET
 CP3108'SOUTH OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 2.5 FEET NORTH
 CP3108'OF FENCELINE AND 1.5 FEET NORTHEAST OF POWERLINE POLE.
 CP3108'
 CP3108'THE AZIMUTH MARK, A STANDARD DISK STAMPED DEVILLE 1970, IS SET
 CP3108'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3108'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 24 FEET SOUTH
 CP3108'OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 4 FEET NORTH OF A
 CP3108'METAL WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET WEST OF
 CP3108'POWERLINE POLE WITH TRANSFORMER.
 CP3108'
 CP3108'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 CP3108
 CP3108                          STATION RECOVERY (1973)
 CP3108
 CP3108'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3108'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ROUTE
 CP3108'DESCRIPTION WAS ADEQUATE.
 CP3108
 CP3108                          STATION RECOVERY (1980)
 CP3108
 CP3108'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 CP3108'THE STATION SURFACE MARK WAS FOUND BROKEN OFF, THE UNDERGROUND MARK
 CP3108'WAS FOUND IN GOOD CONDITION, REFERENCE MARK NO 2 AND THE AZIMUTH MARK
 CP3108'WERE FOUND IN GOOD CONDITION, REFERENCE MARK NO 1 WAS FOUND
 CP3108'DESTROYED.  THE AREA THAT THE STATION IS LOCATED IN WILL BE USED AS A
 CP3108'RICE FIELD IN THE NEAR FUTURE, THE PROPERTY OWNER REQUESTED THAT THE
 CP3108'STATION BE MOVED.  STATION DEVILLE 2 AND REFERENCE MARK NO 3 WERE
 CP3108'ESTABLISHED THIS DATE.  THE UNDERGROUND STATION MARK WAS LEFT
 CP3108'ENTACT.  SEE THE DESCRIPTION FOR STATION DEVILLE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3110 ***********************************************************************
 CP3110  DESIGNATION -  DEVILLE 1970 AZ MK
 CP3110  PID         -  CP3110
 CP3110  STATE/COUNTY-  LA/MOREHOUSE
 CP3110  USGS QUAD   -  BONITA SW (1988)
 CP3110
 CP3110                         *CURRENT SURVEY CONTROL
 CP3110  ___________________________________________________________________
 CP3110* NAD 83(1992)-  32 51 25.11699(N)    091 40 59.42193(W)     ADJUSTED  
 CP3110* NAVD 88     -        30.     (meters)      98.     (feet)  VERTCON   
 CP3110  ___________________________________________________________________
 CP3110  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CP3110  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3110
 CP3110  HORZ ORDER  -  THIRD
 CP3110
 CP3110.The horizontal coordinates were established by classical geodetic methods
 CP3110.and adjusted by the National Geodetic Survey in September 1999..
 CP3110.No horizontal observational check was made to the station.
 CP3110
 CP3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3110
 CP3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3110
 CP3110.The geoid height was determined by GEOID03.
 CP3110
 CP3110;                    North         East     Units Scale Factor Converg.
 CP3110;SPC LA N     -   261,631.028 1,076,461.071   MT  1.00004893   +0 25 54.7
 CP3110;SPC LA N     -   858,367.80  3,531,689.36   sFT  1.00004893   +0 25 54.7
 CP3110;UTM  15      - 3,636,199.859   623,215.098   MT  0.99978720   +0 42 52.3
 CP3110
 CP3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3110!SPC LA N     -   0.99999937  x   1.00004893  =   1.00004830
 CP3110!UTM  15      -   0.99999937  x   0.99978720  =   0.99978657
 CP3110
 CP3110                          SUPERSEDED SURVEY CONTROL
 CP3110
 CP3110  NAD 83(1992)-  32 51 25.11803(N)    091 40 59.42060(W) AD(       ) 3
 CP3110  NAD 83(1986)-  32 51 25.12954(N)    091 40 59.41489(W) AD(       ) 3
 CP3110  NAD 27      -  32 51 24.65679(N)    091 40 58.97014(W) AD(       ) 3
 CP3110  NGVD 29 (07/19/86)   30.     (m)           98.     (f) VERT ANG       
 CP3110
 CP3110.Superseded values are not recommended for survey control.
 CP3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3110.See file dsdata.txt to determine how the superseded data were derived.
 CP3110
 CP3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2321536200(NAD 83)
 CP3110
 CP3110  HISTORY     - Date     Condition        Report By
 CP3110  HISTORY     - 1980     MONUMENTED       NGS
 CP3110
 CP3110                          STATION DESCRIPTION
 CP3110
 CP3110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CP3110'TO REACH STATION DEVILLE FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 CP3110'STATE HIGHWAY 599 IN GALION, GO
 CP3110'EAST AND SOUTHEAST ON STATE HIGHWAY 599 FOR 3.9 MILES TO WHERE THE
 CP3110'HIGHWAY MAKES A SHARP TURN TO THE NORTH.  CONTINUE STRAIGHT AHEAD
 CP3110'ON A GRAVELED ROAD AND GO EAST FOR 0.4 MILE TO THE STATION ON THE
 CP3110'LEFT ON THE TOP OF A SMALL RETAINING LEVEE FOR A RICE FIELD.
 CP3110'
 CP3110'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 CP3110'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3111 ***********************************************************************
 CP3111  DESIGNATION -  DEVILLE 2
 CP3111  PID         -  CP3111
 CP3111  STATE/COUNTY-  LA/MOREHOUSE
 CP3111  USGS QUAD   -  BONITA SW (1988)
 CP3111
 CP3111                         *CURRENT SURVEY CONTROL
 CP3111  ___________________________________________________________________
 CP3111* NAD 83(1992)-  32 51 25.71850(N)    091 41 08.65228(W)     ADJUSTED  
 CP3111* NAVD 88     -        30.     (meters)      98.     (feet)  VERTCON   
 CP3111  ___________________________________________________________________
 CP3111  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CP3111  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3111
 CP3111  HORZ ORDER  -  SECOND
 CP3111
 CP3111.The horizontal coordinates were established by classical geodetic methods
 CP3111.and adjusted by the National Geodetic Survey in September 1999..
 CP3111.No horizontal observational check was made to the station.
 CP3111
 CP3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3111
 CP3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3111
 CP3111.The geoid height was determined by GEOID03.
 CP3111
 CP3111;                    North         East     Units Scale Factor Converg.
 CP3111;SPC LA N     -   261,647.752 1,076,220.929   MT  1.00004898   +0 25 49.8
 CP3111;SPC LA N     -   858,422.67  3,530,901.50   sFT  1.00004898   +0 25 49.8
 CP3111;UTM  15      - 3,636,215.395   622,974.939   MT  0.99978647   +0 42 47.3
 CP3111
 CP3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3111!SPC LA N     -   0.99999937  x   1.00004898  =   1.00004835
 CP3111!UTM  15      -   0.99999937  x   0.99978647  =   0.99978584
 CP3111
 CP3111|---------------------------------------------------------------------|
 CP3111| PID    Reference Object                     Distance      Geod. Az  |
 CP3111|                                                           dddmmss.s |
 CP3111| CP3108 DEVILLE                               4.228 METERS 00003     |
 CP3111| CP3110 DEVILLE 1970 AZ MK                  240.713 METERS 09425     |
 CP3111| CY4253 DEVILLE RM 2                         24.365 METERS 14817     |
 CP3111| CY4254 DEVILLE 2 RM 3                       21.486 METERS 26328     |
 CP3111|---------------------------------------------------------------------|
 CP3111
 CP3111                          SUPERSEDED SURVEY CONTROL
 CP3111
 CP3111  NAD 83(1992)-  32 51 25.71958(N)    091 41 08.65095(W) AD(       ) 2
 CP3111  NAD 83(1986)-  32 51 25.73106(N)    091 41 08.64524(W) AD(       ) 2
 CP3111  NAD 27      -  32 51 25.25831(N)    091 41 08.20018(W) AD(       ) 2
 CP3111  NGVD 29 (07/19/86)   30.     (m)           98.     (f) VERT ANG       
 CP3111
 CP3111.Superseded values are not recommended for survey control.
 CP3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3111.See file dsdata.txt to determine how the superseded data were derived.
 CP3111
 CP3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2297536215(NAD 83)
 CP3111_MARKER: DS = TRIANGULATION STATION DISK
 CP3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3111_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP3111
 CP3111  HISTORY     - Date     Condition        Report By
 CP3111  HISTORY     - 1980     MONUMENTED       NGS
 CP3111
 CP3111                          STATION DESCRIPTION
 CP3111
 CP3111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CP3111'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHEAST OF THE EAST EDGE OF
 CP3111'THE CHEMIN A HAUT STATE PARK, 9 MILES NORTHEAST OF MER ROUGE, 7 MILES
 CP3111'WEST OF THE WEST BANK OF THE BOEUF RIVER AND 4 MILES SOUTH-SOUTHWEST
 CP3111'OF BONITA.  IT IS AT THE SOUTH EDGE OF SECTION 30, T22N, R8E AND ON
 CP3111'LAND OWNED BY MR. C.D. DEVILLE, ROUTE 1 BOX 276, BONITA, LOUISIANA
 CP3111'71223.
 CP3111'
 CP3111'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND STATE
 CP3111'HIGHWAY 599 IN GALION, GO EAST AND SOUTHEAST ON STATE HIGHWAY 599 FOR
 CP3111'3.9 MILES TO WHERE THE HIGHWAY MAKES A SHARP TURN TO THE NORTH.
 CP3111'CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD AND GO EAST FOR 0.4 MILE
 CP3111'TO THE STATION ON THE LEFT ON THE TOP OF A SMALL RETAINING LEVEE FOR
 CP3111'A RICE FIELD.
 CP3111'
 CP3111'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 CP3111'---DEVILLE 2 1980---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3111'RECESSED 15 CM (6 INCHES) BELOW THE GROUND LOCATED 24.75 METERS (81.2
 CP3111'FEET) NW FROM A POWER POLE, 13.1 METERS (43 FEET) N FROM THE CENTER
 CP3111'OF A GRAVELED ROAD, AND 2.50 METERS (8.2 FEET) N FROM A METAL WITNESS
 CP3111'POST.
 CP3111'
 CP3111'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP3111'STAMPED---DEVILLE 2 1980---SET INTO AN IRREGULAR MASS OF CONCRETE
 CP3111'0.9 METER (3 FEET) BELOW THE SURFACE.
 CP3111'
 CP3111'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP3111'STAMPED---DEVILLE NO 2 1970---SET INTO THE TOP OF A ROUND CONCRETE
 CP3111'MONUMENT PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND LOCATED 7.3
 CP3111'METERS (24 FEET) S FROM THE CENTER OF THE GRAVELED ROAD AND 0.46
 CP3111'METER (1.5 FEET) NE FROM A POWER POLE WITH WITNESS SIGN ATTACHED.
 CP3111'
 CP3111'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP3111'STAMPED---DEVILLE 2 NO 3 1980---SET INTO THE TOP OF A ROUND
 CP3111'CONCRETE MONUMENT FLUSH WITH THE GROUND LOCATED 10.7 METERS (35 FEET)
 CP3111'N FROM THE CENTER OF THE GRAVELED ROAD, 2.4 METERS (8 FEET) S FROM
 CP3111'THE CENTER OF A RETAINING LEVEE, AND 0.3 METER (1 FOOT) N FROM A
 CP3111'METAL WITNESS POST.
 CP3111'
 CP3111'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 CP3111'---DEVILLE 1970---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3111'PROJECTING 3 CM (1 INCH) ABOVE THE GROUND LOCATED 7.3 METERS (24
 CP3111'FEET) S FROM THE CENTER OF THE GRAVELED ROAD, 1.2 METERS (4 FEET) N
 CP3111'FROM A METAL WITNESS POST, AND 0.46 METER (1.5 FEET) W FROM A POWER
 CP3111'POLE WITH TRANSFORMER.
 CP3111'
 CP3111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 CP3111'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4299 ***********************************************************************
 BJ4299  DESIGNATION -  DI ST USE 1972
 BJ4299  PID         -  BJ4299
 BJ4299  STATE/COUNTY-  LA/JEFFERSON
 BJ4299  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4299
 BJ4299                         *CURRENT SURVEY CONTROL
 BJ4299  ___________________________________________________________________
 BJ4299* NAD 83(1992)-  30 02 22.81089(N)    090 14 20.23714(W)     ADJUSTED  
 BJ4299* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  VERTCON   
 BJ4299  **This station is located in a subsidence area (see below).
 BJ4299  ___________________________________________________________________
 BJ4299  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ4299  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4299
 BJ4299  HORZ ORDER  -  SECOND
 BJ4299
 BJ4299.The horizontal coordinates were established by classical geodetic methods
 BJ4299.and adjusted by the National Geodetic Survey in January 1993..
 BJ4299
 BJ4299 ** The orthometric height has not been validated since last determined
 BJ4299 ** by differential leveling and should not be used for control purposes.
 BJ4299 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4299 ** area with valid NAVD 88 orthometric heights.
 BJ4299 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4299 ** epoch indicated which incorporates improved geoid heights for the
 BJ4299 ** Southern Louisiana Subsidence area.
 BJ4299 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4299
 BJ4299.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4299
 BJ4299.The geoid height was determined by GEOID03.
 BJ4299
 BJ4299;                    North         East     Units Scale Factor Converg.
 BJ4299;SPC LA S     -   171,167.571 1,105,541.077   MT  0.99992597   +0 32 49.9
 BJ4299;SPC LA S     -   561,572.27  3,627,096.02   sFT  0.99992597   +0 32 49.9
 BJ4299;UTM  15      - 3,326,394.014   766,242.219   MT  1.00047464   +1 22 58.8
 BJ4299
 BJ4299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4299!SPC LA S     -   1.00000414  x   0.99992597  =   0.99993011
 BJ4299!UTM  15      -   1.00000414  x   1.00047464  =   1.00047878
 BJ4299
 BJ4299                          SUPERSEDED SURVEY CONTROL
 BJ4299
 BJ4299  NAD 83(1986)-  30 02 22.82696(N)    090 14 20.23534(W) AD(       ) 2
 BJ4299  NAD 27      -  30 02 22.10043(N)    090 14 19.96024(W) AD(       ) 2
 BJ4299  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 BJ4299
 BJ4299.Superseded values are not recommended for survey control.
 BJ4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4299.See file dsdata.txt to determine how the superseded data were derived.
 BJ4299
 BJ4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6624226394(NAD 83)
 BJ4299_MARKER: DD = SURVEY DISK
 BJ4299_SETTING: 0 = UNSPECIFIED SETTING
 BJ4299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4299
 BJ4299  HISTORY     - Date     Condition        Report By
 BJ4299  HISTORY     - 1972     MONUMENTED       USE
 BJ4299
 BJ4299                          STATION DESCRIPTION
 BJ4299
 BJ4299'DESCRIBED BY US ENGINEERS 1972 (LFS)
 BJ4299'DI ST (USE) IS 129.46 FEET NNE OF THE STATION.  IT IS 105 FEET NORTH
 BJ4299'OF THE CENTER OF THE SHELL ROAD, 2.5 FEET SOUTH OF A FENCE LINE, 75
 BJ4299'FEET WEST OF THE 3RD POWER POLE WEST OF WILLIAMS BLVD, 105.5 FEET
 BJ4299'EAST OF THE 4TH POWER POLE WEST OF WILLIAM BLVD, AND 2.5 FEET
 BJ4299'SOUTH OF A METAL WITNESS POST.  IT IS AN ARMY ENGINEERS DISK
 BJ4299'STAMPED DI ST 1969, 10 INCHES IN DIAMETER AND PROJECTING 10 INCHES,
 BJ4299'REINFORCED WITH CONCRETE.
 BJ4299'
 BJ4299'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 BJ4299'
 BJ4299'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 BJ4299'WILLIAMS BLVD. IN KENNER, GO NORTH ON WILLIAMS BLVD. FOR 4.2 MILES
 BJ4299'TO THE LAKE, TURN LEFT ON SHELL ROAD JUST BEFORE REACHING THE LEVEE
 BJ4299'AND GO WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2874 ***********************************************************************
 CP2874  DESIGNATION -  DINNY
 CP2874  PID         -  CP2874
 CP2874  STATE/COUNTY-  LA/EAST CARROLL
 CP2874  USGS QUAD   -  PIONEER (1986)
 CP2874
 CP2874                         *CURRENT SURVEY CONTROL
 CP2874  ___________________________________________________________________
 CP2874* NAD 83(1992)-  32 37 49.65707(N)    091 23 22.24123(W)     ADJUSTED  
 CP2874* NAVD 88     -        28.3    (meters)      93.     (feet)  VERTCON   
 CP2874  ___________________________________________________________________
 CP2874  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CP2874  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP2874
 CP2874  HORZ ORDER  -  SECOND
 CP2874
 CP2874.The horizontal coordinates were established by classical geodetic methods
 CP2874.and adjusted by the National Geodetic Survey in May 1994..
 CP2874
 CP2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2874
 CP2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2874
 CP2874.The geoid height was determined by GEOID03.
 CP2874
 CP2874;                    North         East     Units Scale Factor Converg.
 CP2874;SPC LA N     -   236,755.627 1,104,206.521   MT  0.99999195   +0 35 13.6
 CP2874;SPC LA N     -   776,755.75  3,622,717.56   sFT  0.99999195   +0 35 13.6
 CP2874;UTM  15      - 3,611,466.039   651,077.547   MT  0.99988145   +0 52 06.9
 CP2874
 CP2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2874!SPC LA N     -   0.99999964  x   0.99999195  =   0.99999159
 CP2874!UTM  15      -   0.99999964  x   0.99988145  =   0.99988109
 CP2874
 CP2874|---------------------------------------------------------------------|
 CP2874| PID    Reference Object                     Distance      Geod. Az  |
 CP2874|                                                           dddmmss.s |
 CP2874| CP2873 DINNY LADH RM 1 1970                 17.781 METERS 11929     |
 CP2874| CY3456 DINNY RM 2                                         18341     |
 CP2874| CY4259 DINNY AZ MK                                        2281625.0 |
 CP2874|---------------------------------------------------------------------|
 CP2874
 CP2874                          SUPERSEDED SURVEY CONTROL
 CP2874
 CP2874  NAD 83(1992)-  32 37 49.66066(N)    091 23 22.24012(W) AD(       ) 2
 CP2874  NAD 83(1986)-  32 37 49.66964(N)    091 23 22.23440(W) AD(       ) 2
 CP2874  NAD 27      -  32 37 49.17819(N)    091 23 21.82093(W) AD(       ) 2
 CP2874  NGVD 29 (07/19/86)   28.4    (m)           93.     (f) VERT ANG       
 CP2874
 CP2874.Superseded values are not recommended for survey control.
 CP2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2874.See file dsdata.txt to determine how the superseded data were derived.
 CP2874
 CP2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5107811466(NAD 83)
 CP2874_MARKER: DD = SURVEY DISK
 CP2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2874
 CP2874  HISTORY     - Date     Condition        Report By
 CP2874  HISTORY     - 1970     MONUMENTED       LADTD
 CP2874  HISTORY     - 1976     GOOD             LADTD
 CP2874
 CP2874                          STATION DESCRIPTION
 CP2874
 CP2874'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2874'THE STATION IS LOCATED 5 MILES NORTHEAST OF EPPS, 18 MILES
 CP2874'SOUTHWEST OF LAKE PROVIDENCE AND 11 MILES SOUTH OF FOREST, IN
 CP2874'THE SOUTHWEST QUARTER OF SECTION 18, T19N, R11E, AND ON THE
 CP2874'PROPERTY OWNED BY W. G. DINNING, 538 RIGHTOR STREET, HELENA,
 CP2874'ARKANSAS, TELEPHONE 501-388-8581.
 CP2874'
 CP2874'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE
 CP2874'INTERSECTION OF STATE HIGHWAY 17 AND STATE HIGHWAY 134 IN EPPS,
 CP2874'DRIVE EAST ALONG STATE HIGHWAY 134 FOR 4.7 MILES TO THE
 CP2874'INTERSECTION WITH STATE HIGHWAY 577 AT THE BAYOU MACON
 CP2874'CROSSING.  CONTINUE EAST ALONG STATE HIGHWAY 134 FOR 1 MILE TO
 CP2874'A CHURCH ON THE RIGHT AND SOUTH OF THE HIGHWAY.  THE STATION IS
 CP2874'SET NEAR THE SOUTHWEST CORNER OF THE CHURCH.
 CP2874'
 CP2874'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ALONG
 CP2874'STATE HIGHWAY 134 FOR 1 MILE TO THE MARK WHICH IS SET IN THE
 CP2874'EAST QUADRANT OF INTERSECTION OF STATE HIGHWAY 134 AND STATE
 CP2874'HIGHWAY 577 AT BAYOU MACON CROSSING.
 CP2874'
 CP2874'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2874'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP2874'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP2874'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP2874'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP2874'SURFACE.  THEY ARE STAMPED DINNY 1970.  IT IS 99 FEET SOUTH OF
 CP2874'THE CENTER OF STATE HIGHWAY 134, 56 FEET SOUTH-SOUTHEAST OF A
 CP2874'POWER POLE WITH TRANSFORMER, 53 FEET WEST-NORTHWEST OF A 30
 CP2874'INCH PECAN TREE, 42 FEET NORTH-NORTHEAST OF A POLE WITH A
 CP2874'NIGHT LIGHT, 3 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF
 CP2874'A CHURCH, AND 3 FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND
 CP2874'SIGN.
 CP2874'
 CP2874'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2874'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP2874'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP2874'THE GROUND.  IT IS STAMPED DINNY R.M. 1 1970.  IT IS 61.5 FEET
 CP2874'SOUTHEAST OF THE SOUTHWEST CORNER OF A CHURCH, 61 FEET
 CP2874'SOUTHEAST OF THE WITNESS POST, 53 FEET EAST OF A POLE WITH A
 CP2874'NIGHT LIGHT, 46.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 CP2874'OF A CHURCH, AND 28 FEET SOUTHWEST OF A 10 INCH PECAN TREE.
 CP2874'
 CP2874'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2874'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP2874'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP2874'THE GROUND.  IT IS STAMPED DINNY R.M. 2 1970.  IT IS 136 FEET
 CP2874'SOUTH OF THE CENTER OF STATE HIGHWAY 134, 93 FEET SOUTH OF A
 CP2874'POWER POLE WITH TRANSFORMER, 68 FEET WEST-SOUTHWEST OF A 10
 CP2874'INCH PECAN TREE, AND 2 FEET NORTHWEST OF A POLE WITH A NIGHT
 CP2874'LIGHT.
 CP2874'
 CP2874'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2874'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP2874'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2874'INCHES.  IT IS STAMPED DINNY AZ MK 1970.  IT IS 80 FEET NORTH
 CP2874'OF THE CENTER OF STATE HIGHWAY 577, 72 FEET SOUTH OF THE CENTER
 CP2874'OF STATE HIGHWAY 134 AND 577 AT Y, 53 FEET EAST OF A 10 INCH
 CP2874'PECAN TREE, 40 FEET WEST OF THE CENTER OF STATE HIGHWAY 134, 17
 CP2874'FEET WEST OF THE CENTER OF A CONCRETE CULVERT AND 1.5 FEET
 CP2874'NORTH OF A METAL WITNESS POST AND SIGN.
 CP2874'
 CP2874'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2874
 CP2874                          STATION RECOVERY (1976)
 CP2874
 CP2874'RECOVERY NOTE BY LA TRANSP AND DEV 1976 (LB)
 CP2874'DINNY - GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2196 ***********************************************************************
 AU2196  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2196  DESIGNATION -  DISTRICT 1 A
 AU2196  PID         -  AU2196
 AU2196  STATE/COUNTY-  LA/ORLEANS
 AU2196  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2196
 AU2196                         *CURRENT SURVEY CONTROL
 AU2196  ___________________________________________________________________
 AU2196* NAD 83(1992)-  29 55 53.38291(N)    090 08 02.35063(W)     ADJUSTED  
 AU2196* NAVD 88     -         3.30 **(meters)      10.8  **(feet)  GPS OBS(2004.65)
 AU2196  **This station is located in a subsidence area (see below).
 AU2196  ___________________________________________________________________
 AU2196  X           -     -12,936.651 (meters)                     COMP
 AU2196  Y           -  -5,532,014.848 (meters)                     COMP
 AU2196  Z           -   3,163,783.648 (meters)                     COMP
 AU2196  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2196  ELLIP HEIGHT-         -22.70  (meters)          (12/29/04) GPS OBS
 AU2196  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2196  DYNAMIC HT  -           3.29  (meters)      10.8   (feet)  COMP
 AU2196  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 AU2196
 AU2196  HORZ ORDER  -  B
 AU2196  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2196  ELLP ORDER  -  FOURTH    CLASS I
 AU2196
 AU2196.The horizontal coordinates were established by GPS observations
 AU2196.and adjusted by the National Geodetic Survey in December 2004..
 AU2196
 AU2196 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2196 ** and geoid heights are valid at the date of observation. These heights
 AU2196 ** must always be validated when used as control.
 AU2196 ** The orthometric height was determined by GPS observations using
 AU2196 ** precise GPS observation and processing techniques and a new
 AU2196 ** realization of GEOID03. It supersedes the leveled height previously
 AU2196 ** determined for this station.
 AU2196 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2196 ** epoch indicated which incorporates improved geoid heights for the
 AU2196 ** Southern Louisiana Subsidence area.
 AU2196 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2196.The orthometric height was determined by GPS observations and a
 AU2196.high-resolution geoid model using precise GPS observation and
 AU2196.processing techniques. It supersedes the leveled height previously
 AU2196.determined for this station.
 AU2196.WARNING-GPS observations at this control monument resulted in a GPS
 AU2196.derived orthometric height which differed from the leveled height by
 AU2196.more than one decimeter (0.1 meter).
 AU2196.The vertical order pertains to the first NAVD 88 superseded value.
 AU2196
 AU2196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2196
 AU2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2196
 AU2196.The ellipsoidal height was determined by GPS observations
 AU2196.and is referenced to NAD 83.
 AU2196
 AU2196.The geoid height was determined by GEOID03.
 AU2196
 AU2196.The dynamic height is computed by dividing the NAVD 88
 AU2196.geopotential number by the normal gravity value computed on the
 AU2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2196.degrees latitude (g = 980.6199 gals.).
 AU2196
 AU2196.The modeled gravity was interpolated from observed gravity values.
 AU2196
 AU2196;                    North         East     Units Scale Factor Converg.
 AU2196;SPC LA S     -   159,279.058 1,115,789.304   MT  0.99992647   +0 35 58.9
 AU2196;SPC LA S     -   522,568.04  3,660,718.74   sFT  0.99992647   +0 35 58.9
 AU2196;UTM  15      - 3,314,648.999   776,668.392   MT  1.00054452   +1 25 51.4
 AU2196
 AU2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2196!SPC LA S     -   1.00000357  x   0.99992647  =   0.99993003
 AU2196!UTM  15      -   1.00000357  x   1.00054452  =   1.00054809
 AU2196
 AU2196                          SUPERSEDED SURVEY CONTROL
 AU2196
 AU2196  NAVD 88 (12/05/96)    3.450  (m)           11.32   (f) ADJUSTED    1 2
 AU2196  NAVD 88 (02/14/94)    3.435  (m)           11.27   (f) UNKNOWN     1 2
 AU2196  NGVD 29 (05/21/91)    3.495  (m)           11.47   (f) ADJUSTED    1 2
 AU2196
 AU2196.Superseded values are not recommended for survey control.
 AU2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2196.See file dsdata.txt to determine how the superseded data were derived.
 AU2196
 AU2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7666814649(NAD 83)
 AU2196_MARKER: I = METAL ROD
 AU2196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2196_SP_SET: STAINLESS STEEL ROD
 AU2196_STAMPING: DISTRICT 1 A
 AU2196_MARK LOGO: USE   
 AU2196_PROJECTION: RECESSED 10 CENTIMETERS
 AU2196_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2196+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2006
 AU2196_ROD/PIPE-DEPTH: 18.2 meters
 AU2196
 AU2196  HISTORY     - Date     Condition        Report By
 AU2196  HISTORY     - 1985     MONUMENTED       USE
 AU2196  HISTORY     - 1985     GOOD             NGS
 AU2196  HISTORY     - 19901110 GOOD             NGS
 AU2196  HISTORY     - 19941108 GOOD             NGS
 AU2196  HISTORY     - 20011119 GOOD             3001
 AU2196  HISTORY     - 20060108 GOOD             3001
 AU2196
 AU2196                          STATION DESCRIPTION
 AU2196
 AU2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AU2196'IN NEW ORLEANS.
 AU2196'THE MARK IS 0.91 M ABOVE TRACKS.
 AU2196'IN NEW ORLEANS, 1.2 KM (0.75 MI) SOUTH ALONG RIVER ROAD FROM THE
 AU2196'JUNCTION OF CARROLLTON AVENUE TO THE MARK ON THE RIGHT, AT THE SOUTH
 AU2196'END OF THE U.S. ENGINEERS PROPERTY, AT THE TOE OF THE LEVEE,
 AU2196'SURROUNDED BY 3 METAL POSTS PAINTED YELLOW, 16.33 METERS (53.6 FT)
 AU2196'WEST OF THE WEST RAIL OF THE NEW ORLEANS PUBLIC BELT RAILROAD,
 AU2196'12.10 METERS (39.7 FT) SOUTHWEST OF THE SOUTHEAST CORNER POST OF A
 AU2196'CHAIN LINK FENCE, 18.59 METERS (61.0 FT) NORTH OF THE NORTH EDGE OF A
 AU2196'WALKWAY CROSSING THE LEVEE, 2.22 METERS (7.3 FT) SOUTH OF A CHAIN LINK
 AU2196'FENCE.
 AU2196
 AU2196                          STATION RECOVERY (1990)
 AU2196
 AU2196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU2196'0.4 KM (0.2 MI) NORTHERLY ALONG LAKE AVENUE FROM THE INTERSECTION OF
 AU2196'MAGAZINE STREET IN NEW ORLEANS, AT THE SOUTH END OF THE U.S. CORP OF
 AU2196'ENGINEERS PROPERTY, 43.4 M (142.4 FT) NORTH OF A HIGH LINE TOWER,
 AU2196'31.3 M (102.7 FT) WEST OF THE WEST CURB OF THE AVENUE, 16.3 M (53.5
 AU2196'FT) WEST OF THE NEAR RAIL OF THE NEW ORLEANS PUBLIC BELT RAILROAD,
 AU2196'12.0 M (39.4 FT) WEST-SOUTHWEST OF A CHAIN-LINK FENCE CORNER, 2.0 M
 AU2196'(6.6 FT) SOUTHEAST OF THE FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 AU2196'THE AVENUE, AND NEAR THE CENTER OF 3 METAL POSTS PAINTED YELLOW.
 AU2196'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2196
 AU2196                          STATION RECOVERY (1994)
 AU2196
 AU2196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2196'IN NEW ORLEANS, AT 7400 LEAKE AVENUE, 20.8 M (68.2 FT) SOUTHEAST OF
 AU2196'THE SOUTHEAST CORNER OF THE U.S. CORPS OF ENGINEERS DISTRICT WAREHOUSE
 AU2196'816 AT 7400 LEAKE AVENUE, 18.5 M (60.7 FT) NORTH OF THE NORTH EDGE OF
 AU2196'A SIDEWALK LEADING TO THE TOP OF A LEVEE, 11.8 M (38.7 FT) SOUTHWEST
 AU2196'OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE DISTRICT
 AU2196'HEADQUARTERS, 2.1 M (6.9 FT) SOUTH OF A FENCE, 0.15 M (0.49 FT) BELOW
 AU2196'THE GROUND SURFACE, AND THE MARK IS NEAR THE CENTER OF 3 CONCRETE
 AU2196'FILLED PIPES PROJECTING 3-FEET ABOVE THE GROUND SURFACE.  NOTE--ACCESS
 AU2196'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2196
 AU2196                          STATION RECOVERY (2001)
 AU2196
 AU2196'RECOVERY NOTE BY 3001, INC 2001 (KC)
 AU2196'THE STATION IS LOCATED IN NEW ORLEANS, 2.4 MILES SOUTHEAST OF THE HUEY
 AU2196'P. LONG BRIDGE ,  2.85 MILES SOUTH OF HWY 61, 4.4 MILES WEST OF THE
 AU2196'GREATER NEW ORLEANS BRIDGE.
 AU2196' 
 AU2196'OWNERSHIP- COE
 AU2196' 
 AU2196'TO REACH THE STATION FROM THE INTERSECTION OF CARROLLTON AVE. AND
 AU2196'RIVER ROAD GO SOUTH  FOR .75 MILES TO A MARK ON THE RIGHT, WEST AND
 AU2196'ACROSS CHAIN LINK FENCE. ALSO STATION IS  ACCESSABLE FROM THE SOUTHERN
 AU2196'MOST GUARD GATE AT COE ENTRANCE THEN SOUTH ON A SMALL  ASPHALT ROAD
 AU2196'JUST WEST OF THE RAILROAD TRACKS TO A CHAIN LINK FENCE CORNER ON RIGHT
 AU2196'AND THREE YELLOW PIPES SURROUNDING MARK.
 AU2196' 
 AU2196'THE STATION IS 68.2' SOUTHEAST OF THE SOUTHEAST CORNER OF US CORPS
 AU2196'DISTRICT WAREHOUSE  BUILDING, 60' NORTH OF THE NORTH EDGE OF A
 AU2196'SIDEWALK LEADING OVER LEVEE, 38.7' SOUTHWEST  OF THE SOUTHWEST CORNER
 AU2196'OF A CHAIN LINK FENCE ENCLOSING THE DISTRICT HEADQUATERS, 69'  SOUTH
 AU2196'OF THE FENCE, .5' BELOW THE SURFACE AND SURROUNDED BY THREE CONCRETE
 AU2196'FILLED  STEEL PIPES. STATION IS A ROD DRIVEN 18.2 METERS AND STAMPED
 AU2196'DISTRICT 1A.
 AU2196
 AU2196                          STATION RECOVERY (2006)
 AU2196
 AU2196'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 AU2196'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0825 ***********************************************************************
 AV0825  DESIGNATION -  DITCH USGS 1933
 AV0825  PID         -  AV0825
 AV0825  STATE/COUNTY-  LA/CAMERON
 AV0825  USGS QUAD   -  HOLLY BEACH (1982)
 AV0825
 AV0825                         *CURRENT SURVEY CONTROL
 AV0825  ___________________________________________________________________
 AV0825* NAD 83(1992)-  29 51 44.88555(N)    093 26 33.26676(W)     ADJUSTED  
 AV0825* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0825  **This station is located in a subsidence area (see below).
 AV0825  ___________________________________________________________________
 AV0825  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AV0825  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AV0825
 AV0825  HORZ ORDER  -  THIRD
 AV0825
 AV0825.The horizontal coordinates were established by classical geodetic methods
 AV0825.and adjusted by the National Geodetic Survey in January 1993..
 AV0825
 AV0825 ** The orthometric height has not been validated since last determined
 AV0825 ** by differential leveling and should not be used for control purposes.
 AV0825 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0825 ** area with valid NAVD 88 orthometric heights.
 AV0825 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0825 ** epoch indicated which incorporates improved geoid heights for the
 AV0825 ** Southern Louisiana Subsidence area.
 AV0825 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0825.The orthometric height was scaled from a topographic map.
 AV0825
 AV0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0825
 AV0825.The geoid height was determined by GEOID03.
 AV0825
 AV0825;                    North         East     Units Scale Factor Converg.
 AV0825;SPC LA S     -   152,897.381   796,233.218   MT  0.99992864   -1 03 16.7
 AV0825;SPC LA S     -   501,630.82  2,612,308.48   sFT  0.99992864   -1 03 16.7
 AV0825;UTM  15      - 3,303,628.076   457,255.801   MT  0.99962254   -0 13 13.3
 AV0825
 AV0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0825!SPC LA S     -   1.00000424  x   0.99992864  =   0.99993288
 AV0825!UTM  15      -   1.00000424  x   0.99962254  =   0.99962678
 AV0825
 AV0825:                Primary Azimuth Mark                     Grid Az
 AV0825:SPC LA S     -  HOLLY                                    209 33 53.0
 AV0825:UTM  15      -  HOLLY                                    208 43 49.6
 AV0825
 AV0825|---------------------------------------------------------------------|
 AV0825| PID    Reference Object                     Distance      Geod. Az  |
 AV0825|                                                           dddmmss.s |
 AV0825| AV0354 HOLLY                               APPROX. 5.5 KM 2083036.3 |
 AV0825| AV0827 OLD STARK TOWER USGS                APPROX. 4.9 KM 2660518.6 |
 AV0825| AV0826 TT 149 LS USGS 1933                  12.000 METERS 29306     |
 AV0825|---------------------------------------------------------------------|
 AV0825
 AV0825                          SUPERSEDED SURVEY CONTROL
 AV0825
 AV0825  NAD 83(1986)-  29 51 44.91005(N)    093 26 33.25181(W) AD(       ) 3
 AV0825  NAD 27      -  29 51 44.13000(N)    093 26 32.67000(W) AD(       ) 3
 AV0825
 AV0825.Superseded values are not recommended for survey control.
 AV0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0825.See file dsdata.txt to determine how the superseded data were derived.
 AV0825
 AV0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5725603628(NAD 83)
 AV0825_MARKER: DD = SURVEY DISK
 AV0825_SETTING: 0 = UNSPECIFIED SETTING
 AV0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0825
 AV0825  HISTORY     - Date     Condition        Report By
 AV0825  HISTORY     - 1933     MONUMENTED       USGS
 AV0825
 AV0825                          STATION DESCRIPTION
 AV0825
 AV0825'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0825'ON W SHORE OF CALCASIEU LAKE (WHICH IS KNOWN LOCALLY AS BIG
 AV0825'LAKE) 40 FEET FROM THE ANGLE OF THIS LAKE AND A DITCH WHICH
 AV0825'IS 3/4 MILE LONG AND RUNS NW TO HIGHWAY WHERE IT JOINS A CANAL
 AV0825'ABOUT 700 FEET NE OF STARKS MIDDLE CANAL AND E ENTRANCE TO
 AV0825'STARKS CLUBHOUSE.  0.75 MILE SE OF STATE HIGHWAY 104.
 AV0825'
 AV0825'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0825'DITCH 1933.
 AV0825'
 AV0825'REFERENCE MARK IS A CONCRETE POST WITH STANDARD TABLET AND
 AV0825'WAS SET BY J.L. SANDERS IN 1932 AND STAMPED TT 149 LS 1932.
 AV0825'
 AV0825'DISTANCE FROM STATION MARK IS 39.40 FEET.  AZIMUTH 113 DEG
 AV0825'05 MIN 00 SEC.
 AV0825'
 AV0825'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0825'ELEVATED 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2723 ***********************************************************************
 BX2723  DESIGNATION -  DITCHER 1919
 BX2723  PID         -  BX2723
 BX2723  STATE/COUNTY-  LA/RAPIDES
 BX2723  USGS QUAD   -  LENA (1992)
 BX2723
 BX2723                         *CURRENT SURVEY CONTROL
 BX2723  ___________________________________________________________________
 BX2723* NAD 83(1992)-  31 27 54.11960(N)    092 46 54.93366(W)     ADJUSTED  
 BX2723* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 BX2723  ___________________________________________________________________
 BX2723  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BX2723  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2723
 BX2723  HORZ ORDER  -  FIRST
 BX2723
 BX2723.The horizontal coordinates were established by classical geodetic methods
 BX2723.and adjusted by the National Geodetic Survey in January 1993..
 BX2723
 BX2723.The orthometric height was scaled from a topographic map.
 BX2723
 BX2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2723
 BX2723.The geoid height was determined by GEOID03.
 BX2723
 BX2723;                    North         East     Units Scale Factor Converg.
 BX2723;SPC LA N     -   107,033.547   973,207.895   MT  0.99994575   -0 08 56.6
 BX2723;SPC LA N     -   351,159.23  3,192,932.90   sFT  0.99994575   -0 08 56.6
 BX2723;UTM  15      - 3,481,161.737   520,716.974   MT  0.99960529   +0 06 49.8
 BX2723
 BX2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2723!SPC LA N     -   0.99999781  x   0.99994575  =   0.99994356
 BX2723!UTM  15      -   0.99999781  x   0.99960529  =   0.99960311
 BX2723
 BX2723:                Primary Azimuth Mark                     Grid Az
 BX2723:SPC LA N     -  LENA                                     113 16 01.8
 BX2723:UTM  15      -  LENA                                     113 00 15.4
 BX2723
 BX2723|---------------------------------------------------------------------|
 BX2723| PID    Reference Object                     Distance      Geod. Az  |
 BX2723|                                                           dddmmss.s |
 BX2723| BX2725 LENA                                APPROX. 0.5 KM 1130705.2 |
 BX2723| BX2722 DERRICK 1919                        APPROX. 0.9 KM 3074851.1 |
 BX2723|---------------------------------------------------------------------|
 BX2723
 BX2723                          SUPERSEDED SURVEY CONTROL
 BX2723
 BX2723  NAD 83(1986)-  31 27 54.14146(N)    092 46 54.92720(W) AD(       ) 1
 BX2723  NAD 27      -  31 27 53.51659(N)    092 46 54.37823(W) AD(       ) 1
 BX2723
 BX2723.Superseded values are not recommended for survey control.
 BX2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2723.See file dsdata.txt to determine how the superseded data were derived.
 BX2723
 BX2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2071781162(NAD 83)
 BX2723_MARKER: N = NAIL
 BX2723_SETTING: 0 = UNSPECIFIED SETTING
 BX2723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2723
 BX2723  HISTORY     - Date     Condition        Report By
 BX2723  HISTORY     - 1919     MONUMENTED       CGS
 BX2723  HISTORY     - 1934     SEE DESCRIPTION  LAGS
 BX2723  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2723  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2723
 BX2723                          STATION DESCRIPTION
 BX2723
 BX2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2723'STATION IS ABOUT 2/3 MILE N OF DEPOT AT LENA, 8 FEET W OF TEXAS AND
 BX2723'PACIFIC RAILWAY RIGHT-OF-WAY FENCE, ON PROLONGATION OF NORTHWARD
 BX2723'TANGENT TO CURVE OF W RAIL.  MARKED BY NAIL IN A 2-BY 4-INCH STAKE
 BX2723'DRIVEN IN GROUND.
 BX2723
 BX2723                          STATION RECOVERY (1934)
 BX2723
 BX2723'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BX2723'STATION NOT RECOVERED.  THE STATION APPARENTLY HAS BEEN DESTROYED
 BX2723'OR COVERED IN THE CONSTRUCTION OF A NEW RAILWAY FILL.
 BX2723
 BX2723                          STATION RECOVERY (1935)
 BX2723
 BX2723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2723'STATION NOT RECOVERED.
 BX2723
 BX2723                          STATION RECOVERY (1999)
 BX2723
 BX2723'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4420 ***********************************************************************
 BJ4420  DESIGNATION -  DIVERSON
 BJ4420  PID         -  BJ4420
 BJ4420  STATE/COUNTY-  LA/ASCENSION
 BJ4420  USGS QUAD   -  MOUNT AIRY NW (1980)
 BJ4420
 BJ4420                         *CURRENT SURVEY CONTROL
 BJ4420  ___________________________________________________________________
 BJ4420* NAD 83(1992)-  30 13 32.90098(N)    090 44 21.90838(W)     ADJUSTED  
 BJ4420* NAVD 88     -         4.7  **(meters)      15.   **(feet)  VERTCON   
 BJ4420  **This station is located in a subsidence area (see below).
 BJ4420  ___________________________________________________________________
 BJ4420  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ4420  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BJ4420
 BJ4420  HORZ ORDER  -  FIRST
 BJ4420
 BJ4420.The horizontal coordinates were established by classical geodetic methods
 BJ4420.and adjusted by the National Geodetic Survey in January 1993..
 BJ4420
 BJ4420 ** The orthometric height has not been validated since last determined
 BJ4420 ** by differential leveling and should not be used for control purposes.
 BJ4420 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4420 ** area with valid NAVD 88 orthometric heights.
 BJ4420 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4420 ** epoch indicated which incorporates improved geoid heights for the
 BJ4420 ** Southern Louisiana Subsidence area.
 BJ4420 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4420
 BJ4420.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4420
 BJ4420.The geoid height was determined by GEOID03.
 BJ4420
 BJ4420;                    North         East     Units Scale Factor Converg.
 BJ4420;SPC LA S     -   191,444.333 1,057,170.345   MT  0.99993342   +0 17 49.1
 BJ4420;SPC LA S     -   628,096.95  3,468,399.71   sFT  0.99993342   +0 17 49.1
 BJ4420;UTM  15      - 3,345,968.176   717,560.558   MT  1.00018398   +1 08 18.4
 BJ4420
 BJ4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4420!SPC LA S     -   1.00000347  x   0.99993342  =   0.99993689
 BJ4420!UTM  15      -   1.00000347  x   1.00018398  =   1.00018745
 BJ4420
 BJ4420:                Primary Azimuth Mark                     Grid Az
 BJ4420:SPC LA S     -  MAUREPAS UNITED GAS MAST                 048 55 49.3
 BJ4420:UTM  15      -  MAUREPAS UNITED GAS MAST                 048 05 20.0
 BJ4420
 BJ4420|---------------------------------------------------------------------|
 BJ4420| PID    Reference Object                     Distance      Geod. Az  |
 BJ4420|                                                           dddmmss.s |
 BJ4420| BJ4355 MAUREPAS UNITED GAS MAST            APPROX.11.5 KM 0491338.4 |
 BJ4420| BJ4354 DENSON                              APPROX.10.9 KM 0675714.4 |
 BJ4420| CW1294 DIVERSON RM 1                        36.893 METERS 24446     |
 BJ4420| CW1296 DIVERSON RM 3                                      3170313.5 |
 BJ4420| CW1295 DIVERSON RM 2                        48.719 METERS 33709     |
 BJ4420|---------------------------------------------------------------------|
 BJ4420
 BJ4420                          SUPERSEDED SURVEY CONTROL
 BJ4420
 BJ4420  NAD 83(1986)-  30 13 32.91705(N)    090 44 21.90855(W) AD(       ) 1
 BJ4420  NAD 27      -  30 13 32.20743(N)    090 44 21.57250(W) AD(       ) 1
 BJ4420  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 BJ4420
 BJ4420.Superseded values are not recommended for survey control.
 BJ4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4420.See file dsdata.txt to determine how the superseded data were derived.
 BJ4420
 BJ4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1756145968(NAD 83)
 BJ4420_MARKER: DS = TRIANGULATION STATION DISK
 BJ4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4420_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4420
 BJ4420  HISTORY     - Date     Condition        Report By
 BJ4420  HISTORY     - 1973     MONUMENTED       NGS
 BJ4420
 BJ4420                          STATION DESCRIPTION
 BJ4420
 BJ4420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4420'THE STATION IS LOCATED ABOUT 11 MILES EAST OF GONZALES, 7 MILES EAST
 BJ4420'OF ST. AMANT, 7 MILES WEST-SOUTHWEST OF DENSON, ON THE WEST BANK OF
 BJ4420'THE DIVERSION CHANNEL ON THE PETITE AMITE RIVER AND ON PROPERTY
 BJ4420'OWNED BY S. T. ALCUS AND COMPANY, 801 WHITNEY BUILDING, NEW ORLEANS,
 BJ4420'LOUISIANA, PHONE NUMBER 522-5675.
 BJ4420'
 BJ4420'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 61 AND STATE
 BJ4420'HIGHWAY 22 IN SORRENTO GO NORTHEASTERLY ON STATE HIGHWAY 22 FOR 2.0
 BJ4420'MILES TO THE JUNCTION OF STATE HIGHWAY 429.  TURN RIGHT AND GO
 BJ4420'EASTERLY ON STATE HIGHWAY 22 FOR 5.4 MILES TO A TRACK SIDE ROAD
 BJ4420'RIGHT AT THE WEST END OF A BRIDGE OVER THE DIVERSION CANAL AND A
 BJ4420'SIGN, LIVINGSTON PARISH LINE.  TURN RIGHT AND GO SOUTHEAST ON
 BJ4420'THE TRACK ROAD FOR 0.1 MILE TO A LOCKED GATE.  PASS THROUGH THE GATE
 BJ4420'AND CONTINUE SOUTHEASTERLY ON THE TRACK ROAD FOR 2.6 MILES TO
 BJ4420'REFERENCE MARK 3 ON A MOUND ON THE RIGHT.  CONTINUE SOUTHEASTERLY
 BJ4420'ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 BJ4420'
 BJ4420'THE STATION MARKS ARE STANDARD DISKS STAMPED DIVERSON 1973, THE
 BJ4420'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BJ4420'12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 BJ4420'SURFACE.  IT IS ABOUT 200 FEET WEST OF A BEND IN THE DIVERSION CANAL,
 BJ4420'34 FEET SOUTH-SOUTHWEST OF A 10-INCH WILLOW TREE WITH A TRIANGULAR
 BJ4420'BLAZE AND 25 FEET SOUTH-SOUTHEAST OF A 10-INCH WILLOW TREE WITH A
 BJ4420'TRIANGULAR BLAZE.  THE UNDERGROUND DISK WAS SET ABOUT 42 INCHES
 BJ4420'BELOW THE GROUND SURFACE.
 BJ4420'
 BJ4420'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DIVERSON NO 1 1973, SET
 BJ4420'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ4420'AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET
 BJ4420'EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND ABOUT THE
 BJ4420'SAME ELEVATION AS THE STATION.
 BJ4420'
 BJ4420'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIVERSON NO 2 1973, SET
 BJ4420'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ4420'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 59 FEET
 BJ4420'EAST-NORTHEAST OF THE CENTER OF THE TRACK ROAD, 2 FEET SOUTH-
 BJ4420'SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND ABOUT THE SAME
 BJ4420'ELEVATION AS THE STATION.
 BJ4420'
 BJ4420'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIVERSON NO 3 1973, SET
 BJ4420'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ4420'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET
 BJ4420'SOUTHWEST OF THE CENTER OF THE TRACK ROAD, 19 FEET NORTHEAST OF A
 BJ4420'14-INCH WILLOW TREE AND 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 BJ4420'SIGN.
 BJ4420'
 BJ4420'HEIGHT OF LIGHT ABOVE STATION MARK 38.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2884 ***********************************************************************
 BH2884  DESIGNATION -  DIXIE
 BH2884  PID         -  BH2884
 BH2884  STATE/COUNTY-  LA/ST TAMMANY
 BH2884  USGS QUAD   -  LACOMBE (1994)
 BH2884
 BH2884                         *CURRENT SURVEY CONTROL
 BH2884  ___________________________________________________________________
 BH2884* NAD 83(1992)-  30 20 51.01412(N)    089 55 26.62464(W)     ADJUSTED  
 BH2884* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 BH2884  ___________________________________________________________________
 BH2884  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BH2884  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BH2884
 BH2884  HORZ ORDER  -  SECOND
 BH2884
 BH2884.The horizontal coordinates were established by classical geodetic methods
 BH2884.and adjusted by the National Geodetic Survey in May 1994..
 BH2884
 BH2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2884
 BH2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2884
 BH2884.The geoid height was determined by GEOID03.
 BH2884
 BH2884;                    North         East     Units Scale Factor Converg.
 BH2884;SPC LA S     -   205,619.626 1,135,488.058   MT  0.99994398   +0 42 16.8
 BH2884;SPC LA S     -   674,603.72  3,725,347.07   sFT  0.99994398   +0 42 16.8
 BH2884;UTM  16      - 3,360,918.552   218,908.547   MT  1.00057488   -1 28 42.0
 BH2884;UTM  15      - 3,361,305.319   795,698.028   MT  1.00067885   +1 33 18.8
 BH2884
 BH2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2884!SPC LA S     -   1.00000308  x   0.99994398  =   0.99994706
 BH2884!UTM  16      -   1.00000308  x   1.00057488  =   1.00057797
 BH2884!UTM  15      -   1.00000308  x   1.00067885  =   1.00068194
 BH2884
 BH2884:                Primary Azimuth Mark                     Grid Az
 BH2884:SPC LA S     -  TALISHEEK ATT MICROWAVE                  028 27 39.5
 BH2884:UTM  16      -  TALISHEEK ATT MICROWAVE                  030 38 38.3
 BH2884:UTM  15      -  TALISHEEK ATT MICROWAVE                  027 36 37.5
 BH2884
 BH2884|---------------------------------------------------------------------|
 BH2884| PID    Reference Object                     Distance      Geod. Az  |
 BH2884|                                                           dddmmss.s |
 BH2884| BH2848 TALISHEEK ATT MICROWAVE             APPROX.18.7 KM 0290956.3 |
 BH2884| DD7851 DIXIE AZ MK                                        0315940.3 |
 BH2884| BH2887 52H019                              APPROX. 0.6 KM 0324442.7 |
 BH2884| DD7852 DIXIE RM 1                           36.360 METERS 07121     |
 BH2884| BH2883 DIXIE RANCH LOT                     APPROX. 4.7 KM 0921742.3 |
 BH2884| DD7853 DIXIE RM 2                           29.236 METERS 21154     |
 BH2884| BJ4216 SOUTHEAST LA STATE HOSP TANK        APPROX. 8.9 KM 2702631.3 |
 BH2884|---------------------------------------------------------------------|
 BH2884
 BH2884                          SUPERSEDED SURVEY CONTROL
 BH2884
 BH2884  NAD 83(1992)-  30 20 51.01607(N)    089 55 26.62390(W) AD(       ) 2
 BH2884  NAD 83(1986)-  30 20 51.02565(N)    089 55 26.62177(W) AD(       ) 2
 BH2884  NAD 27      -  30 20 50.31839(N)    089 55 26.36583(W) AD(       ) 2
 BH2884  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG       
 BH2884
 BH2884.Superseded values are not recommended for survey control.
 BH2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2884.See file dsdata.txt to determine how the superseded data were derived.
 BH2884
 BH2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1890960919(NAD 83)
 BH2884_MARKER: DS = TRIANGULATION STATION DISK
 BH2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2884+STABILITY: SURFACE MOTION
 BH2884
 BH2884  HISTORY     - Date     Condition        Report By
 BH2884  HISTORY     - 1970     MONUMENTED       NGS
 BH2884  HISTORY     - 1976     GOOD             NGS
 BH2884  HISTORY     - 20060425 MARK NOT FOUND   NGS
 BH2884
 BH2884                          STATION DESCRIPTION
 BH2884
 BH2884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2884'THE STATION IS ABOUT 9-1/2 MILES EAST OF MANDEVILLE, 3-1/2 MILES
 BH2884'SOUTHWEST OF ST. TAMMANY AND 1/2 MILE SOUTHWEST OF THE PROPOSTED
 BH2884'INTERSTATE HIGHWAY 12.  IT IS ON THE WEST ROAD RIGHT-OF-WAY OF
 BH2884'STATE HIGHWAY 434.
 BH2884'
 BH2884'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 59 IN
 BH2884'ABITA SPRINGS, GO SOUTHEAST ON STATE HIGHWAY 36 FOR 8.3 MILES TO THE
 BH2884'JUNCTION WITH STATE HIGHWAY 1088, CONTINUE SOUTHEAST ON STATE
 BH2884'HIGHWAY 36 FOR 1.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 434 ON
 BH2884'THE RIGHT, TURN RIGHT AND GO SOUTH AND SOUTHWEST ON STATE HIGHWAY
 BH2884'434 FOR 5.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  TO REACH THE
 BH2884'STATION FROM THIS POINT CONTINUE ON HIGHWAY 434 FOR 0.7 MILE TO THE
 BH2884'STATION ON THE RIGHT.
 BH2884'
 BH2884'THE STATION MARK IS A STANDARD DISK, STAMPED DIXIE 1970, SET IN THE
 BH2884'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BH2884'INCHES ABOVE THE GROUND.  IT IS 39 FEET WEST OF THE CENTERLINE OF
 BH2884'STATE HIGHWAY 434, 33 FEET SOUTH OF A GAS PIPE VENT AND 2 FEET
 BH2884'EAST OF A FENCELINE.
 BH2884'
 BH2884'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIXIE NO 1 1970, SET IN
 BH2884'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 BH2884'INCH ABOVE THE GROUND.  IT IS 40 FEET EAST OF THE CENTERLINE OF
 BH2884'STATE HIGHWAY 434, 19 FEET SOUTH OF A 4X4 INCH ROAD RIGHT-OF-WAY
 BH2884'POST AND 1.5 FEET WEST OF A FENCELINE.
 BH2884'
 BH2884'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIXIE NO 2 1970, SET IN
 BH2884'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BH2884'INCHES ABOVE THE GROUND.  IT IS 41 FEET WEST OF THE CENTERLINE OF
 BH2884'STATE HIGHWAY 434, 11.5 FEET NORTHEAST OF AN 8-INCH PECAN TREE AND
 BH2884'1.0 FOOT EAST OF A FENCELINE.
 BH2884'
 BH2884'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIXIE 1970, SET IN THE
 BH2884'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BH2884'INCHES ABOVE THE GROUND.  IT IS 37 FEET EAST OF THE CENTERLINE OF
 BH2884'STATE HIGHWAY 434, 11.5 FEET SOUTH OF A UTILITY POLE AND 1.0
 BH2884'FOOT WEST OF A FENCELINE.
 BH2884'
 BH2884'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO GRADE OF THE
 BH2884'ROAD.
 BH2884'
 BH2884'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 BH2884'INCHES BELOW THE SURFACE OF THE GROUND.
 BH2884'
 BH2884'HEIGHT OF LIGHT ABOVE STATION MARK 37.24 METERS.
 BH2884
 BH2884                          STATION RECOVERY (1976)
 BH2884
 BH2884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RJT)
 BH2884'THE STATION WAS VISITED 11-4-76 AND THE STATION, RM 1 AND RM 2 WERE
 BH2884'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND.
 BH2884'
 BH2884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 BH2884'LACOMBE.
 BH2884
 BH2884                          STATION RECOVERY (2006)
 BH2884
 BH2884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH2884'NOT RECOVERED, A CONCRETE POST WAS FOUND WITH DISK SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3044 ***********************************************************************
 CQ3044  DESIGNATION -  DIXIE LA ORDNANCE PLANT WATER TANK 2
 CQ3044  PID         -  CQ3044
 CQ3044  STATE/COUNTY-  LA/WEBSTER
 CQ3044  USGS QUAD   -  DOYLINE (1981)
 CQ3044
 CQ3044                         *CURRENT SURVEY CONTROL
 CQ3044  ___________________________________________________________________
 CQ3044* NAD 83(1992)-  32 34 13.49862(N)    093 22 54.54337(W)     ADJUSTED  
 CQ3044* NAVD 88     -                                                        
 CQ3044  ___________________________________________________________________
 CQ3044  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CQ3044  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3044
 CQ3044  HORZ ORDER  -  THIRD
 CQ3044
 CQ3044.The horizontal coordinates were established by classical geodetic methods
 CQ3044.and adjusted by the National Geodetic Survey in January 1993..
 CQ3044
 CQ3044
 CQ3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3044
 CQ3044.The geoid height was determined by GEOID03.
 CQ3044
 CQ3044;                    North         East     Units Scale Factor Converg.
 CQ3044;SPC LA N     -   229,899.975   917,196.889   MT  0.99997947   -0 27 58.4
 CQ3044;SPC LA N     -   754,263.50  3,009,170.13   sFT  0.99997947   -0 27 58.4
 CQ3044;UTM  15      - 3,603,729.177   464,160.235   MT  0.99961584   -0 12 20.0
 CQ3044
 CQ3044                          SUPERSEDED SURVEY CONTROL
 CQ3044
 CQ3044  NAD 83(1986)-  32 34 13.51111(N)    093 22 54.53545(W) AD(       ) 4
 CQ3044  NAD 27      -  32 34 12.96500(N)    093 22 53.91100(W) AD(       ) 3
 CQ3044
 CQ3044.Superseded values are not recommended for survey control.
 CQ3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3044.See file dsdata.txt to determine how the superseded data were derived.
 CQ3044
 CQ3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6416003729(NAD 83)
 CQ3044_MARKER: 53 = ELEVATED TANK
 CQ3044
 CQ3044  HISTORY     - Date     Condition        Report By
 CQ3044  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3044  HISTORY     - 1969     GOOD             CGS
 CQ3044
 CQ3044                          STATION DESCRIPTION
 CQ3044
 CQ3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3044'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-SOUTHWEST OF
 CQ3044'THE TOWN OF DIXIE AND ABOUT 0.25 MILE SOUTH OF U.S. HIGHWAYS
 CQ3044'79 AND 80.  IT IS A FIVE LEGGED STEEL STRUCTURE SUPPORTING A
 CQ3044'STEEL TANK ON THE TOP.  THE OVERALL HEIGHT IS 135 FEET AND
 CQ3044'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 CQ3044'
 CQ3044'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUT 90
 CQ3044'AND U.S. HIGHWAYS 79 AND 80 IN DIXIE, GO WEST ON U.S. HIGHWAY
 CQ3044'79 AND 80 FOR 5.1 MILES TO THE GATE AT THE ENTRANCE OF THE
 CQ3044'LOUISIANA ORDNANCE PLANT.  GO THROUGH GATE AND GO 2.0 MILES
 CQ3044'TO THE INTERSECTIONS OF 4 TH AND MC ARTHUR STREETS, TURN
 CQ3044'LEFT AND GO 1.2 MILES TO BURMA ROAD AND THE STATION ON THE
 CQ3044'LEFT AS DESCRIBED.
 CQ3044
 CQ3044                          STATION RECOVERY (1969)
 CQ3044
 CQ3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3044'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3047 ***********************************************************************
 CQ3047  DESIGNATION -  DIXIE LA ORDNANCE PLANT WATER TANK 1
 CQ3047  PID         -  CQ3047
 CQ3047  STATE/COUNTY-  LA/WEBSTER
 CQ3047  USGS QUAD   -  DOYLINE (1981)
 CQ3047
 CQ3047                         *CURRENT SURVEY CONTROL
 CQ3047  ___________________________________________________________________
 CQ3047* NAD 83(1992)-  32 33 35.26235(N)    093 23 38.51575(W)     ADJUSTED  
 CQ3047* NAVD 88     -                                                        
 CQ3047  ___________________________________________________________________
 CQ3047  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CQ3047  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3047
 CQ3047  HORZ ORDER  -  THIRD
 CQ3047
 CQ3047.The horizontal coordinates were established by classical geodetic methods
 CQ3047.and adjusted by the National Geodetic Survey in January 1993..
 CQ3047
 CQ3047
 CQ3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3047
 CQ3047.The geoid height was determined by GEOID03.
 CQ3047
 CQ3047;                    North         East     Units Scale Factor Converg.
 CQ3047;SPC LA N     -   228,731.583   916,040.246   MT  0.99997738   -0 28 21.6
 CQ3047;SPC LA N     -   750,430.20  3,005,375.37   sFT  0.99997738   -0 28 21.6
 CQ3047;UTM  15      - 3,602,555.960   463,009.336   MT  0.99961687   -0 12 43.4
 CQ3047
 CQ3047                          SUPERSEDED SURVEY CONTROL
 CQ3047
 CQ3047  NAD 83(1986)-  32 33 35.27488(N)    093 23 38.50793(W) AD(       ) 4
 CQ3047  NAD 27      -  32 33 34.72600(N)    093 23 37.88900(W) AD(       ) 3
 CQ3047
 CQ3047.Superseded values are not recommended for survey control.
 CQ3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3047.See file dsdata.txt to determine how the superseded data were derived.
 CQ3047
 CQ3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6300902556(NAD 83)
 CQ3047_MARKER: 53 = ELEVATED TANK
 CQ3047
 CQ3047  HISTORY     - Date     Condition        Report By
 CQ3047  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3047  HISTORY     - 1969     GOOD             CGS
 CQ3047  HISTORY     - 20021107 GOOD             USPSQD
 CQ3047
 CQ3047                          STATION DESCRIPTION
 CQ3047
 CQ3047'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3047'THE STATION IS LOCATED ABOUT 5.0 MILES WEST-SOUTHWEST OF
 CQ3047'DIXIE AND ABOUT 0.15 MILE SOUTH OF U.S. HIGHWAYS 79 AND 80.
 CQ3047'IT IS A FIVE LEGGED STEEL STRUCTURE SUPPORTING A STEEL TANK
 CQ3047'ON THE TOP.  THE OVERALL HEIGHT IS 135 FEET.  THE POINT
 CQ3047'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 CQ3047'
 CQ3047'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 CQ3047'90 AND U.S. HIGHWAYS 79 AND 80 IN DIXIE, GO WEST ON U.S.
 CQ3047'HIGHWAYS 79 AND 80 FOR 5.1 MILES TO THE GATE AT THE ENTRANCE
 CQ3047'OF THE LOUISIANA ORDNANCE PLANT.  TURN LEFT BEFORE PASSING
 CQ3047'THROUGH GATE AND GO 0.15 MILE TO A T INTERSECTION, TURN
 CQ3047'LEFT AND GO 0.15 MILE TO THE STATION ON THE LEFT.
 CQ3047
 CQ3047                          STATION RECOVERY (1969)
 CQ3047
 CQ3047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3047'STATION RECOVERED IN GOOD CONDITION.
 CQ3047
 CQ3047                          STATION RECOVERY (2002)
 CQ3047
 CQ3047'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3048 ***********************************************************************
 CQ3048  DESIGNATION -  DIXIE LA ORDNANCE PLANT TANK 3
 CQ3048  PID         -  CQ3048
 CQ3048  STATE/COUNTY-  LA/WEBSTER
 CQ3048  USGS QUAD   -  DOYLINE (1981)
 CQ3048
 CQ3048                         *CURRENT SURVEY CONTROL
 CQ3048  ___________________________________________________________________
 CQ3048* NAD 83(1992)-  32 34 19.80985(N)    093 24 40.04439(W)     ADJUSTED  
 CQ3048* NAVD 88     -                                                        
 CQ3048  ___________________________________________________________________
 CQ3048  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CQ3048  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3048
 CQ3048  HORZ ORDER  -  THIRD
 CQ3048
 CQ3048.The horizontal coordinates were established by classical geodetic methods
 CQ3048.and adjusted by the National Geodetic Survey in January 1993..
 CQ3048
 CQ3048
 CQ3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3048
 CQ3048.The geoid height was determined by GEOID03.
 CQ3048
 CQ3048;                    North         East     Units Scale Factor Converg.
 CQ3048;SPC LA N     -   230,117.143   914,446.755   MT  0.99997982   -0 28 54.2
 CQ3048;SPC LA N     -   754,975.99  3,000,147.40   sFT  0.99997982   -0 28 54.2
 CQ3048;UTM  15      - 3,603,933.764   461,410.139   MT  0.99961836   -0 13 16.8
 CQ3048
 CQ3048                          SUPERSEDED SURVEY CONTROL
 CQ3048
 CQ3048  NAD 83(1986)-  32 34 19.82269(N)    093 24 40.03639(W) AD(       ) 4
 CQ3048  NAD 27      -  32 34 19.29300(N)    093 24 39.41400(W) AD(       ) 3
 CQ3048
 CQ3048.Superseded values are not recommended for survey control.
 CQ3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3048.See file dsdata.txt to determine how the superseded data were derived.
 CQ3048
 CQ3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6141003934(NAD 83)
 CQ3048_MARKER: 53 = ELEVATED TANK
 CQ3048
 CQ3048  HISTORY     - Date     Condition        Report By
 CQ3048  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3048  HISTORY     - 1969     GOOD             CGS
 CQ3048
 CQ3048                          STATION DESCRIPTION
 CQ3048
 CQ3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3048'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-SOUTHWEST OF
 CQ3048'THE TOWN OF DIXIE AND ABOUT 0.25 MILE SOUTH OF U.S. HIGHWAYS
 CQ3048'79 AND 80.  IT IS A FIVE LEGGED STEEL STRUCTURE SUPPORTING
 CQ3048'A STEEL TANK ON THE TOP.  THE OVERALL HEIGHT IS 135 FEET.
 CQ3048'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 CQ3048'
 CQ3048'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 CQ3048'90 AND U.S. HIGHWAYS 79 AND 80, IN DIXIE, GO WEST ON U.S.
 CQ3048'HIGHWAYS 79 AND 80 FOR 5.1 MILES TO THE GATE AT THE ENTRANCE
 CQ3048'TO THE LOUISIANA ORDNANCE PLANT.  GO STRAIGHT AHEAD THROUGH
 CQ3048'GATE FOR 2.0 MILES TO THE INTERSECTION OF 4TH AND MC ARTHUR
 CQ3048'STREET, TURN RIGHT ON 4 TH STREE AND GO 0.4 MILE TO THE STATION
 CQ3048'OF THE LEFT AS DESCRIBED.
 CQ3048
 CQ3048                          STATION RECOVERY (1969)
 CQ3048
 CQ3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3048'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3050 ***********************************************************************
 CQ3050  DESIGNATION -  DIXIE LA ORDNANCE PLANT TANK 4
 CQ3050  PID         -  CQ3050
 CQ3050  STATE/COUNTY-  LA/WEBSTER
 CQ3050  USGS QUAD   -  DOYLINE (1981)
 CQ3050
 CQ3050                         *CURRENT SURVEY CONTROL
 CQ3050  ___________________________________________________________________
 CQ3050* NAD 83(1992)-  32 33 30.15184(N)    093 25 56.22554(W)     ADJUSTED  
 CQ3050* NAVD 88     -                                                        
 CQ3050  ___________________________________________________________________
 CQ3050  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CQ3050  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3050
 CQ3050  HORZ ORDER  -  THIRD
 CQ3050
 CQ3050.The horizontal coordinates were established by classical geodetic methods
 CQ3050.and adjusted by the National Geodetic Survey in January 1993..
 CQ3050
 CQ3050
 CQ3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3050
 CQ3050.The geoid height was determined by GEOID03.
 CQ3050
 CQ3050;                    North         East     Units Scale Factor Converg.
 CQ3050;SPC LA N     -   228,604.435   912,446.615   MT  0.99997710   -0 29 34.4
 CQ3050;SPC LA N     -   750,013.05  2,993,585.27   sFT  0.99997710   -0 29 34.4
 CQ3050;UTM  15      - 3,602,412.530   459,417.608   MT  0.99962031   -0 13 57.5
 CQ3050
 CQ3050                          SUPERSEDED SURVEY CONTROL
 CQ3050
 CQ3050  NAD 83(1986)-  32 33 30.16463(N)    093 25 56.21727(W) AD(       ) 4
 CQ3050  NAD 27      -  32 33 29.62300(N)    093 25 55.60000(W) AD(       ) 3
 CQ3050
 CQ3050.Superseded values are not recommended for survey control.
 CQ3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3050.See file dsdata.txt to determine how the superseded data were derived.
 CQ3050
 CQ3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5941802413(NAD 83)
 CQ3050_MARKER: 53 = ELEVATED TANK
 CQ3050
 CQ3050  HISTORY     - Date     Condition        Report By
 CQ3050  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3050  HISTORY     - 1969     GOOD             CGS
 CQ3050  HISTORY     - 20021107 GOOD             USPSQD
 CQ3050
 CQ3050                          STATION DESCRIPTION
 CQ3050
 CQ3050'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3050'THE STATION IS LOCATED ABOUT 5.6 MILES WEST OF THE TOWN
 CQ3050'OF DIXIE AND ABOUT 0.25 MILE SOUTH OF U.S. HIGHWAYS 79 AND
 CQ3050'80.  IT IS A FIVE LEGGED STEEL STRUCTURE SUPPORTING A STEEL
 CQ3050'TANK ON THE TOP.  THE OVERALL HEIGHT IS 135 FEET AND THE
 CQ3050'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 CQ3050'
 CQ3050'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 CQ3050'90 AND U.S. HIGHWAYS 79 AND 80 IN DIXIE GO WEST ON U.S. HIGHWAYS
 CQ3050'79 AND 80 FOR 5.1 MILES TO THE GATE AT THE ENTRANCE TO THE
 CQ3050'LOUISIANA ORDNANCE PLANT.  GO THROUGH GATE AN GO 1.7 MILE
 CQ3050'TO THE INTERSECTION OF 2 ND AND MC ARTHUR STREETS, TURN RIGHT ON
 CQ3050'2ND STREET AND GO 0.7 MILE TO CORRIGIDOR STREET.  STATION IS
 CQ3050'ABOUT 1200 FEET SOUTHEAST.
 CQ3050
 CQ3050                          STATION RECOVERY (1969)
 CQ3050
 CQ3050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3050'STATION WAS RECOVERED IN GOOD CONDITION.
 CQ3050
 CQ3050                          STATION RECOVERY (2002)
 CQ3050
 CQ3050'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3052 ***********************************************************************
 CQ3052  DESIGNATION -  DIXIE LA ORDNANCE PLANT TANK 5
 CQ3052  PID         -  CQ3052
 CQ3052  STATE/COUNTY-  LA/WEBSTER
 CQ3052  USGS QUAD   -  DOYLINE (1981)
 CQ3052
 CQ3052                         *CURRENT SURVEY CONTROL
 CQ3052  ___________________________________________________________________
 CQ3052* NAD 83(1992)-  32 34 06.53690(N)    093 23 18.00542(W)     ADJUSTED  
 CQ3052* NAVD 88     -                                                        
 CQ3052  ___________________________________________________________________
 CQ3052  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CQ3052  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3052
 CQ3052  HORZ ORDER  -  THIRD
 CQ3052
 CQ3052.The horizontal coordinates were established by classical geodetic methods
 CQ3052.and adjusted by the National Geodetic Survey in January 1993..
 CQ3052
 CQ3052
 CQ3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3052
 CQ3052.The geoid height was determined by GEOID03.
 CQ3052
 CQ3052;                    North         East     Units Scale Factor Converg.
 CQ3052;SPC LA N     -   229,690.531   916,583.173   MT  0.99997909   -0 28 10.8
 CQ3052;SPC LA N     -   753,576.35  3,007,156.63   sFT  0.99997909   -0 28 10.8
 CQ3052;UTM  15      - 3,603,517.020   463,547.701   MT  0.99961638   -0 12 32.6
 CQ3052
 CQ3052                          SUPERSEDED SURVEY CONTROL
 CQ3052
 CQ3052  NAD 83(1986)-  32 34 06.54928(N)    093 23 17.99739(W) AD(       ) 4
 CQ3052  NAD 27      -  32 34 06.00686(N)    093 23 17.38264(W) AD(       ) 3
 CQ3052
 CQ3052.Superseded values are not recommended for survey control.
 CQ3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3052.See file dsdata.txt to determine how the superseded data were derived.
 CQ3052
 CQ3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6354803517(NAD 83)
 CQ3052_MARKER: 53 = ELEVATED TANK
 CQ3052
 CQ3052  HISTORY     - Date     Condition        Report By
 CQ3052  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3052
 CQ3052                          STATION DESCRIPTION
 CQ3052
 CQ3052'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3052'THE STATION IS THE BALL AT THE APEX OF THE TANK.  THE TANK IS AN
 CQ3052'EIGHT-LEGGED STEEL STRUCTURE, PAINTED ALUMINUM WITH AN OVERALL
 CQ3052'HEIGHT OF 157 FEET.
 CQ3052'
 CQ3052'IT IS LOCATED ON THE GROUNDS OF THE LOUISIANA ORDNANCE PLANT
 CQ3052'JUST SOUTH OF THE SOUTHEAST CORNER OF THE Y-LINE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2883 ***********************************************************************
 BH2883  DESIGNATION -  DIXIE RANCH LOT
 BH2883  PID         -  BH2883
 BH2883  STATE/COUNTY-  LA/ST TAMMANY
 BH2883  USGS QUAD   -  LACOMBE (1994)
 BH2883
 BH2883                         *CURRENT SURVEY CONTROL
 BH2883  ___________________________________________________________________
 BH2883* NAD 83(1992)-  30 20 44.87028(N)    089 52 30.82291(W)     ADJUSTED  
 BH2883* NAVD 88     -                                                        
 BH2883  ___________________________________________________________________
 BH2883  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BH2883  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BH2883
 BH2883  HORZ ORDER  -  THIRD
 BH2883
 BH2883.The horizontal coordinates were established by classical geodetic methods
 BH2883.and adjusted by the National Geodetic Survey in May 1994..
 BH2883
 BH2883
 BH2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2883
 BH2883.The geoid height was determined by GEOID03.
 BH2883
 BH2883;                    North         East     Units Scale Factor Converg.
 BH2883;SPC LA S     -   205,489.199 1,140,185.125   MT  0.99994380   +0 43 44.7
 BH2883;SPC LA S     -   674,175.81  3,740,757.36   sFT  0.99994380   +0 43 44.7
 BH2883;UTM  16      - 3,360,609.129   223,600.121   MT  1.00054261   -1 27 12.7
 BH2883
 BH2883                          SUPERSEDED SURVEY CONTROL
 BH2883
 BH2883  NAD 83(1992)-  30 20 44.87263(N)    089 52 30.82156(W) AD(       ) 4
 BH2883  NAD 83(1986)-  30 20 44.88187(N)    089 52 30.81982(W) AD(       ) 4
 BH2883  NAD 27      -  30 20 44.17282(N)    089 52 30.57010(W) AD(       ) 3
 BH2883
 BH2883.Superseded values are not recommended for survey control.
 BH2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2883.See file dsdata.txt to determine how the superseded data were derived.
 BH2883
 BH2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2360060609(NAD 83)
 BH2883_MARKER: 57 = LOOKOUT TOWER
 BH2883
 BH2883  HISTORY     - Date     Condition        Report By
 BH2883  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2883
 BH2883                          STATION DESCRIPTION
 BH2883
 BH2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2883'DIXIE RANCH LOOKOUT TOWER IS LOCATED ABOUT 6 MILES WEST OF SLIDELL, 4
 BH2883'MILES EAST-NORTHEAST OF LACOMBE, 3.15 MILE EAST OF STATE HIGHWAY 437
 BH2883'AND DIXIE ROAD JUNCTION AND ABOUT 100 FEET NORTH OF THE DIXIE ROAD.
 BH2883'
 BH2883'A SQUARE METAL CAB, BROWN IN COLOR, WINDOWS ON ALL SIDES, CONICAL
 BH2883'SHAPED ROOF, 100 FEET IN HEIGHT AND SUPPORTED BY 4-STEEL CHANNEL
 BH2883'LEGS.
 BH2883'
 BH2883'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2708 ***********************************************************************
 AU2708  DESIGNATION -  DOCK
 AU2708  PID         -  AU2708
 AU2708  STATE/COUNTY-  LA/ORLEANS
 AU2708  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2708
 AU2708                         *CURRENT SURVEY CONTROL
 AU2708  ___________________________________________________________________
 AU2708* NAD 83(1992)-  29 58 56.10227(N)    090 01 41.81828(W)     ADJUSTED  
 AU2708* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AU2708  **This station is located in a subsidence area (see below).
 AU2708  ___________________________________________________________________
 AU2708  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AU2708  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2708
 AU2708  HORZ ORDER  -  SECOND
 AU2708
 AU2708.The horizontal coordinates were established by classical geodetic methods
 AU2708.and adjusted by the National Geodetic Survey in January 1993..
 AU2708
 AU2708 ** The orthometric height has not been validated since last determined
 AU2708 ** by differential leveling and should not be used for control purposes.
 AU2708 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2708 ** area with valid NAVD 88 orthometric heights.
 AU2708 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2708 ** epoch indicated which incorporates improved geoid heights for the
 AU2708 ** Southern Louisiana Subsidence area.
 AU2708 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2708
 AU2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2708
 AU2708.The geoid height was determined by GEOID03.
 AU2708
 AU2708;                    North         East     Units Scale Factor Converg.
 AU2708;SPC LA S     -   165,016.116 1,125,929.800   MT  0.99992580   +0 39 09.2
 AU2708;SPC LA S     -   541,390.37  3,693,988.02   sFT  0.99992580   +0 39 09.2
 AU2708;UTM  15      - 3,320,536.609   786,731.043   MT  1.00061447   +1 29 09.9
 AU2708;UTM  16      - 3,320,679.616   207,808.583   MT  1.00065349   -1 30 51.9
 AU2708
 AU2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2708!SPC LA S     -   1.00000397  x   0.99992580  =   0.99992977
 AU2708!UTM  15      -   1.00000397  x   1.00061447  =   1.00061845
 AU2708!UTM  16      -   1.00000397  x   1.00065349  =   1.00065747
 AU2708
 AU2708|---------------------------------------------------------------------|
 AU2708| PID    Reference Object                     Distance      Geod. Az  |
 AU2708|                                                           dddmmss.s |
 AU2708| AU2707 DOCK LDH 1972 A POINT                14.919 METERS 06110     |
 AU2708| DD6596 DOCK RM 1                            12.540 METERS 07439     |
 AU2708| DD6595 DOCK AZ MK                                         1952216.0 |
 AU2708| AU0902 S 189                                18.159 METERS 20825     |
 AU2708|---------------------------------------------------------------------|
 AU2708
 AU2708                          SUPERSEDED SURVEY CONTROL
 AU2708
 AU2708  NAD 83(1986)-  29 58 56.11606(N)    090 01 41.81696(W) AD(       ) 2
 AU2708  NAD 27      -  29 58 55.38637(N)    090 01 41.56342(W) AD(       ) 2
 AU2708  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AU2708
 AU2708.Superseded values are not recommended for survey control.
 AU2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2708.See file dsdata.txt to determine how the superseded data were derived.
 AU2708
 AU2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8673120537(NAD 83)
 AU2708_MARKER: DD = SURVEY DISK
 AU2708_SETTING: 0 = UNSPECIFIED SETTING
 AU2708
 AU2708  HISTORY     - Date     Condition        Report By
 AU2708  HISTORY     - 1972     MONUMENTED       LADH
 AU2708  HISTORY     - 19961214 GOOD             USPSQD
 AU2708
 AU2708                          STATION DESCRIPTION
 AU2708
 AU2708'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2708'THE STATION IS LOCATED 3 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, 5
 AU2708'MILES NORTHWEST OF CHALMETTE AND 5 MILES NORTHEAST OF GRETNA, IN THE
 AU2708'SOUTHEAST QUARTER OF SECTION 63, T12S, R12E, AND ON THE PROPERTY
 AU2708'OWNED BY THE NEW ORLEANS PUBLIC BELT RAILROAD.
 AU2708'
 AU2708'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90
 AU2708'(CHEF MENTEUR HIGHWAY) WITH FRANCE ROAD IN EAST NEW ORLEANS, DRIVE
 AU2708'SOUTH ALONG FRANCE ROAD FOR 1.8 MILES TO ITS INTERSECTION WITH
 AU2708'FLORIDA BOULEVARD.  THE STATION IS SET ON THE RIGHT AND WEST OF THE
 AU2708'STREET IN THE ABUTMENT OF A RAILROAD BRIDGE.
 AU2708'
 AU2708'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG FRANCE
 AU2708'ROAD FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF THE
 AU2708'STREET NEAR A POWER POLE AND RAILROAD TRACKS.
 AU2708'
 AU2708'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2708'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN A
 AU2708'CONCRETE ABUTMENT OF A RAILROAD BRIDGE FLUSH WITH THE ABUTMENT.  IT
 AU2708'IS STAMPED DOCK 1972.  IT IS 65 FEET SOUTH OF THE SOUTH RAIL ON THE
 AU2708'SOUTHERN RAILROAD, 54 FEET WEST OF THE CENTER OF THE SOUTH BOUND
 AU2708'LANE ON FRANCE ROAD, 10 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 AU2708'AND SIGN, 4.5 FEET EAST OF THE EAST RAIL ON THE NEW ORLEANS
 AU2708'PUBLIC BELT RAILROAD, 1.5 FEET NORTH OF THE NORTHEAST END OF THE
 AU2708'STEEL STRUCTURE OF THE RAIL ROAD BRIDGE.
 AU2708'
 AU2708'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2708'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 AU2708'NORTH ABUTMENT OF THE FRANCE ROAD BRIDGE, FLUSH WITH THE ABUTMENT.
 AU2708'IT IS STAMPED DOCK R.M. 1 1972.  IT IS 59 FEET EAST OF POWER POLE NO.
 AU2708'24802, 44 FEET SOUTH OF THE SOUTH RAIL ON THE SOUTHERN RAILROAD,
 AU2708'40 FEET EAST OF THE EAST RAIL ON THE NEW ORLEANS PUBLIC BELT
 AU2708'RAILROAD, AND 18 FEET WEST OF THE SOUTH BOUND LANE ON FRANCE
 AU2708'ROAD.
 AU2708'
 AU2708'REFERENCE MARK 2 IS A STANDARD U. S. COAST AND GEODETIC BENCH MARK
 AU2708'DISK SET IN A DRILL HOLE IN THE CONCRETE ABUTMENT OF A RAILROAD
 AU2708'BRIDGE, FLUSH WITH THE ABUTMENT.  IT IS STAMPED S-189 1964.  IT IS
 AU2708'78 FEET WEST OF THE SOUTHBOUND LANE ON FRANCE ROAD, 73 FEET NORTH OF
 AU2708'THE WESTBOUND LANE ON FLORIDA AVENUE, 31 FEET NORTHEAST OF A POWER
 AU2708'POLE, 14 FEET WEST OF THE SOUTHWEST END OF THE STEEL STRUCTURE ON
 AU2708'THE RAILROAD BRIDGE, AND 5 FEET WEST OF THE WEST RAIL ON THE
 AU2708'NEW ORLEANS PUBLIC BELT RAILROAD.
 AU2708'
 AU2708'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2708'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2708'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2708'STAMPED DOCK AZ. MK. 1972.  IT IS 74 FEET NORTH OF THE CENTER OF A
 AU2708'ROAD LEADING TO THE LONE STAR CEMENT CO. PLANT, 32 FEET EAST OF
 AU2708'THE NORTHBOUND LANE ON FRANCE ROAD, 15 FEET NORTH OF POWER POLE
 AU2708'NO. 1197, 9 FEET WEST OF THE WEST RAIL ON THE NEW ORLEANS PUBLIC
 AU2708'BELT RAILROAD, AND 1.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 AU2708'
 AU2708'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2708
 AU2708                          STATION RECOVERY (1996)
 AU2708
 AU2708'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0723 ***********************************************************************
 AU0723  DESIGNATION -  DOCK 1966
 AU0723  PID         -  AU0723
 AU0723  STATE/COUNTY-  LA/JEFFERSON
 AU0723  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0723
 AU0723                         *CURRENT SURVEY CONTROL
 AU0723  ___________________________________________________________________
 AU0723* NAD 83(1992)-  29 55 45.61135(N)    090 10 52.43073(W)     ADJUSTED  
 AU0723* NAVD 88     -         5.64   (+/-2cm)      18.5  **(feet)  VERTCON   
 AU0723  **This station is located in a subsidence area (see below).
 AU0723  ___________________________________________________________________
 AU0723  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU0723  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU0723
 AU0723  HORZ ORDER  -  SECOND
 AU0723  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0723
 AU0723.The horizontal coordinates were established by classical geodetic methods
 AU0723.and adjusted by the National Geodetic Survey in January 1993..
 AU0723
 AU0723 ** The orthometric height has not been validated since last determined
 AU0723 ** by differential leveling and should not be used for control purposes.
 AU0723 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0723 ** area with valid NAVD 88 orthometric heights.
 AU0723 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0723 ** epoch indicated which incorporates improved geoid heights for the
 AU0723 ** Southern Louisiana Subsidence area.
 AU0723 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0723.The vertical order pertains to the NGVD 29 superseded value.
 AU0723
 AU0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0723
 AU0723.The geoid height was determined by GEOID03.
 AU0723
 AU0723;                    North         East     Units Scale Factor Converg.
 AU0723;SPC LA S     -   158,992.986 1,111,230.714   MT  0.99992652   +0 34 33.8
 AU0723;SPC LA S     -   521,629.49  3,645,762.77   sFT  0.99992652   +0 34 33.8
 AU0723;UTM  15      - 3,314,296.614   772,111.688   MT  1.00051366   +1 24 26.1
 AU0723
 AU0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0723!SPC LA S     -   1.00000320  x   0.99992652  =   0.99992972
 AU0723!UTM  15      -   1.00000320  x   1.00051366  =   1.00051686
 AU0723
 AU0723:                Primary Azimuth Mark                     Grid Az
 AU0723:SPC LA S     -  BRIDGE CITY WATER TANK                   074 07 24.2
 AU0723:UTM  15      -  BRIDGE CITY WATER TANK                   073 17 31.9
 AU0723
 AU0723|---------------------------------------------------------------------|
 AU0723| PID    Reference Object                     Distance      Geod. Az  |
 AU0723|                                                           dddmmss.s |
 AU0723| AU2780 BRIDGE CITY WATER TANK              APPROX. 1.6 KM 0744158.0 |
 AU0723| AU2767 NEW ORLEANS USE RADIO MAST          APPROX. 4.5 KM 0801354.4 |
 AU0723| AU2778 HARAHAN CROSS S BANK HIGH TWR       236.963 METERS 11624     |
 AU0723|---------------------------------------------------------------------|
 AU0723
 AU0723                          SUPERSEDED SURVEY CONTROL
 AU0723
 AU0723  NAD 83(1986)-  29 55 45.62698(N)    090 10 52.43007(W) AD(       ) 2
 AU0723  NAD 27      -  29 55 44.88914(N)    090 10 52.16005(W) AD(       ) 2
 AU0723  NGVD 29 (??/??/??)    5.729  (m)           18.80   (f) ADJUSTED    1 2
 AU0723
 AU0723.Superseded values are not recommended for survey control.
 AU0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0723.See file dsdata.txt to determine how the superseded data were derived.
 AU0723
 AU0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7211214297(NAD 83)
 AU0723_MARKER: DS = TRIANGULATION STATION DISK
 AU0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AU0723_SP_SET: CONCRETE FLOOR
 AU0723_STAMPING: DOCK 1966
 AU0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU0723
 AU0723  HISTORY     - Date     Condition        Report By
 AU0723  HISTORY     - 1966     MONUMENTED       CGS
 AU0723  HISTORY     - 1966     GOOD             CGS
 AU0723  HISTORY     - 1975     MARK NOT FOUND   NGS
 AU0723
 AU0723                          STATION DESCRIPTION
 AU0723
 AU0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU0723'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF HARAHAN, 1 MILE
 AU0723'WEST OF BRIDGE CITY, 1 MILE NORTHEAST OF AVONDALE AND ON THE
 AU0723'WEST END OF THE AVONDALE SHIPYARD WHARF.
 AU0723'
 AU0723'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE SOUTH END
 AU0723'OF THE HUEY P. LONG BRIDGE, GO WEST ON STATE HIGHWAY 18 FOR 0.7
 AU0723'MILE TO A REVERSE FORK ON THE RIGHT AT GATE 1 TO THE SHIPYARD.
 AU0723'CONTINUE WESTERLY ON HIGHWAY 18 FOR 0.3 MILE TO GATE 2 ON THE
 AU0723'RIGHT.  TURN SHARP RIGHT PASSING THROUGH THE GATE AND GO FOR
 AU0723'0.05 MILE TO THE TOP OF THE LEVEE.  TURN RIGHT AND GO NORTHEAST
 AU0723'ALONG THE LEVEE FOR 0.15 MILE TO A SIDE ROAD LEFT LEADING TO
 AU0723'THE WHARF.  FROM THIS POINT FOLLOW THE ROAD TO THE WHARF AND
 AU0723'THEN TURN LEFT AND GO SOUTHERLY ON THE WHARF TO THE END AND
 AU0723'THE STATION AS DESCRIBED.
 AU0723'
 AU0723'STATION MARK IS A STANDARD DISK STAMPED DOCK 1966, CEMENTED
 AU0723'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE FLOOR OF
 AU0723'THE WHARF, IT IS 29.7 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 AU0723'THE WHARF, 9 FEET EAST OF THE WEST CORNER, 8 FEET NORTHWEST
 AU0723'OF THE NORTH RAIL OF A CRANE TRACK, AND 3 FEET NORTHEAST OF
 AU0723'THE SOUTH CORNER OF THE WHARF.
 AU0723'
 AU0723'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU0723
 AU0723                          STATION RECOVERY (1966)
 AU0723
 AU0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AU0723'1.0 MI NW FROM BRIDGE CITY.
 AU0723'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 18 FROM THE EAST SIDE OF THE
 AU0723'TRAFFIC CIRCLE AT THE JUNCTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY
 AU0723'18 WHICH IS AT THE SOUTH END OF THE HUEY LONG BRIDGE OVER THE
 AU0723'MISSISSIPPI RIVER AT BRIDGE CITY, THENCE 0.05 MILE NORTH THROUGH GATE
 AU0723'NUMBER 1 OF THE AVONDALE SHIPYARD TO THE TOP OF A LEVEE IN THE
 AU0723'SHIPYARD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD ON THE TOP OF
 AU0723'THE LEVEE, THENCE 0.1 MILE NORTHWEST ALONG A ROAD LEADING TO THE
 AU0723'NORTHWEST EDGE OF A WHARF, ABOUT 100 YARDS NORTH OF THE CENTER LINE OF
 AU0723'THE LEVEE, SET IN THE TOP OF CONCRETE FLOOR OF THE WHARF, 12.8 FEET
 AU0723'SOUTH OF THE NORTH EDGE AND 3 FEET EAST OF THE WEST EDGE OF THE WHARF,
 AU0723'6.8 FEET SOUTH OF THE NORTH RAIL FOR A CRANE.
 AU0723
 AU0723                          STATION RECOVERY (1975)
 AU0723
 AU0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 AU0723'THE STATION WAS DESTROYED PRIOR TO THIS DATE WHEN THE DOCK IN WHICH
 AU0723'IT WAS SET WAS RAMMED WITH A BARGE.  THE DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1353 ***********************************************************************
 BJ1353  DESIGNATION -  DODGE
 BJ1353  PID         -  BJ1353
 BJ1353  STATE/COUNTY-  LA/ORLEANS
 BJ1353  USGS QUAD   -  SPANISH FORT (1992)
 BJ1353
 BJ1353                         *CURRENT SURVEY CONTROL
 BJ1353  ___________________________________________________________________
 BJ1353* NAD 83(1992)-  30 01 48.04246(N)    090 05 31.71933(W)     ADJUSTED  
 BJ1353* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1353  **This station is located in a subsidence area (see below).
 BJ1353  ___________________________________________________________________
 BJ1353  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ1353  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ1353  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 BJ1353  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 BJ1353
 BJ1353  HORZ ORDER  -  SECOND
 BJ1353  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1353
 BJ1353.The horizontal coordinates were established by classical geodetic methods
 BJ1353.and adjusted by the National Geodetic Survey in January 1993..
 BJ1353
 BJ1353 ** The orthometric height has not been validated since last determined
 BJ1353 ** by differential leveling and should not be used for control purposes.
 BJ1353 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1353 ** area with valid NAVD 88 orthometric heights.
 BJ1353 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1353 ** epoch indicated which incorporates improved geoid heights for the
 BJ1353 ** Southern Louisiana Subsidence area.
 BJ1353 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1353.The orthometric height was scaled from a topographic map.
 BJ1353.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1353
 BJ1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1353
 BJ1353.The geoid height was determined by GEOID03.
 BJ1353
 BJ1353.The dynamic height is computed by dividing the NAVD 88
 BJ1353.geopotential number by the normal gravity value computed on the
 BJ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1353.degrees latitude (g = 980.6199 gals.).
 BJ1353
 BJ1353.The modeled gravity was interpolated from observed gravity values.
 BJ1353
 BJ1353;                    North         East     Units Scale Factor Converg.
 BJ1353;SPC LA S     -   170,241.394 1,119,710.450   MT  0.99992587   +0 37 14.2
 BJ1353;SPC LA S     -   558,533.64  3,673,583.37   sFT  0.99992587   +0 37 14.2
 BJ1353;UTM  15      - 3,325,674.167   780,432.048   MT  1.00057038   +1 27 22.3
 BJ1353
 BJ1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1353!SPC LA S     -   1.00000380  x   0.99992587  =   0.99992967
 BJ1353!UTM  15      -   1.00000380  x   1.00057038  =   1.00057418
 BJ1353
 BJ1353:                Primary Azimuth Mark                     Grid Az
 BJ1353:SPC LA S     -  INDUSTRIAL CANAL LIGHT                   075 50 26.0
 BJ1353:UTM  15      -  INDUSTRIAL CANAL LIGHT                   075 00 17.9
 BJ1353
 BJ1353|---------------------------------------------------------------------|
 BJ1353| PID    Reference Object                     Distance      Geod. Az  |
 BJ1353|                                                           dddmmss.s |
 BJ1353| BJ4255 INDUSTRIAL CANAL LIGHT              APPROX. 5.4 KM 0762740.2 |
 BJ1353| BJ4244 MONUMENT ZONE 2 1931                220.409 METERS 10144     |
 BJ1353| BJ1355 ESSEX                               411.367 METERS 1223700.1 |
 BJ1353| BJ1352 DODGE RM                             23.870 METERS 25056     |
 BJ1353| BJ4247 LAKE PONTCHARTRAIN FLASHING LT      APPROX. 2.1 KM 2603719.0 |
 BJ1353|---------------------------------------------------------------------|
 BJ1353
 BJ1353                          SUPERSEDED SURVEY CONTROL
 BJ1353
 BJ1353  NAD 83(1986)-  30 01 48.05794(N)    090 05 31.71573(W) AD(       ) 2
 BJ1353  NAD 27      -  30 01 47.33106(N)    090 05 31.45734(W) AD(       ) 2
 BJ1353  NAVD 88 (02/14/94)    2.030  (m)            6.66   (f) UNKNOWN     1 2
 BJ1353  NGVD 29 (05/21/91)    2.089  (m)            6.85   (f) ADJUSTED    1 2
 BJ1353
 BJ1353.Superseded values are not recommended for survey control.
 BJ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1353.See file dsdata.txt to determine how the superseded data were derived.
 BJ1353
 BJ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8043225674(NAD 83)
 BJ1353_MARKER: DS = TRIANGULATION STATION DISK
 BJ1353_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1353_SP_SET: RETAINING WALL
 BJ1353_STAMPING: DODGE 1931
 BJ1353_MARK LOGO: CGS   
 BJ1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1353+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 BJ1353
 BJ1353  HISTORY     - Date     Condition        Report By
 BJ1353  HISTORY     - 1931     MONUMENTED       CGS
 BJ1353  HISTORY     - 1935     GOOD             LAGS
 BJ1353  HISTORY     - 1942     GOOD             CGS
 BJ1353  HISTORY     - 1953     GOOD             CGS
 BJ1353  HISTORY     - 1954     GOOD             CGS
 BJ1353  HISTORY     - 1963     GOOD             CGS
 BJ1353  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 BJ1353  HISTORY     - 1985     GOOD             USPSQD
 BJ1353  HISTORY     - 1985     GOOD             NGS
 BJ1353  HISTORY     - 1988     GOOD             USPSQD
 BJ1353  HISTORY     - 1988     GOOD             USPSQD
 BJ1353  HISTORY     - 1990     GOOD             USPSQD
 BJ1353  HISTORY     - 19901108 GOOD             NGS
 BJ1353  HISTORY     - 19941117 GOOD             NGS
 BJ1353  HISTORY     - 20040922 GOOD             LADTD
 BJ1353
 BJ1353                          STATION DESCRIPTION
 BJ1353
 BJ1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLS)
 BJ1353'ON THE LAKE PONTCHARTRAIN SEA-WALL, IN ZONE 2 WHICH LIES
 BJ1353'BETWEEN BAYOU ST. JOHN AND THE ORLEANS CANAL, AND IN THE
 BJ1353'89TH BAY COUNTING FROM BAYOU ST. JOHN.
 BJ1353'
 BJ1353'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH
 BJ1353'WITH THE TOP SURFACE OF THE TOP COPING.
 BJ1353'
 BJ1353'THE REFERENCE MARK, A STANDARD BRONZE DISK SET FLUSH WITH
 BJ1353'THE TOP SURFACE OF THE TOP COPING, IS 23.870 METERS (78.31
 BJ1353'FEET) FROM THE STATION S 70 DEG 52 MIN W.
 BJ1353'
 BJ1353'THE MONUMENT IN ZONE 2 IS S 78 DEG 16 MIN E.
 BJ1353
 BJ1353                          STATION RECOVERY (1935)
 BJ1353
 BJ1353'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1353'RECOVERED AS DESCRIBED.
 BJ1353
 BJ1353                          STATION RECOVERY (1942)
 BJ1353
 BJ1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCW)
 BJ1353'STATION WAS RECOVERED AS DESCRIBED IN EVERY DETAIL.  THE
 BJ1353'DISTANCES AND DIRECTIONS TO AZIMUTH MARKS WERE NOT CHECKED.
 BJ1353'
 BJ1353'ON THE LAKE PONTCHARTRAIN SEA-WALL, IN ZONE 2 WHICH LIES BETWEEN
 BJ1353'BAYOU ST. JOHN AND THE ORLEANS CANAL, AND IN THE 89TH BAY
 BJ1353'COUNTING FROM BAYOU ST. JOHN.
 BJ1353'
 BJ1353'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH
 BJ1353'WITH THE TOP SURFACE OF THE TOP COPING.
 BJ1353'
 BJ1353'THE REFERENCE MARK, A STANDARD BRONZE DISK SET FLUSH WITH
 BJ1353'THE TOP SURFACE OF THE TOP COPING IS 23.870 METERS (78.31
 BJ1353'FEET) FROM THE STATION S 70 DEG 52 MIN W.
 BJ1353'
 BJ1353'THE MONUMENT IN ZONE 2 IS S 78 DEG 16 MIN E.
 BJ1353
 BJ1353                          STATION RECOVERY (1953)
 BJ1353
 BJ1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1353'THE STATION AND REFERENCE MARK WERE RECOVERED AND FOUND TO
 BJ1353'BE IN GOOD CONDITION.
 BJ1353'
 BJ1353'FOLLOWING IS A NEW DESCRIPTION--
 BJ1353'
 BJ1353'THE STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEA-WALL
 BJ1353'BETWEEN BAYOU ST. JOHN AND THE ORLEANS CANAL.  IT IS A STANDARD
 BJ1353'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF CONCRETE
 BJ1353'SEA-WALL AND IS STAMPED DODGE 1931.
 BJ1353'
 BJ1353'THE REFERENCE MARK IS A STANDARD BRONZE DISK CEMENTED IN
 BJ1353'A DRILL HOLE IN THE TOP OF CONCRETE SEA-WALL AND IS STAMPED
 BJ1353'DODGE 1931.
 BJ1353'
 BJ1353'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE ACROSS
 BJ1353'BAYOU ST. JOHN, GO WESTERLY ON LAKESHORE DRIVE FOR 0.5 MILE
 BJ1353'TO STATION ON RIGHT AS DESCRIBED.
 BJ1353
 BJ1353                          STATION RECOVERY (1954)
 BJ1353
 BJ1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1353'THE STATION WAS RECOVERED.  THE 1953 RECOVERY NOTE BY R.L.E.
 BJ1353'IS ADEQUATE.
 BJ1353
 BJ1353                          STATION RECOVERY (1963)
 BJ1353
 BJ1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1353'IN NEW ORLEANS.
 BJ1353'AT NEW ORLEANS, ABOUT 0.55 MILE WEST ALONG LAKESHORE DRIVE FROM THE
 BJ1353'WEST END OF BRIDGE OVER ST. JOHNS BAYOU, SET IN THE TOP OF THE SEA
 BJ1353'WALL ALONG LAKE PONTCHARTRAIN, ABOUT 68 YARDS WEST OF AND ACROSS
 BJ1353'LAKESHORE DRIVE FROM THE WEST CORNER OF THE ORLEANS LEVEE BOARD POLICE
 BJ1353'BUILDING, 37 FEET NORTHWEST OF THE NORTHWEST CURB OF LAKESHORE DRIVE,
 BJ1353'71 FEET WEST OF LIGHT POLE 68 AND IS ABOUT 1 FOOT ABOVE THE DRIVE.
 BJ1353
 BJ1353                          STATION RECOVERY (1984)
 BJ1353
 BJ1353'RECOVERY NOTE BY US POWER SQUADRON 1984 (SAB)
 BJ1353'DODGE MUTILATED BEYOND RECOGNITION NO DATE UNREADABLE.
 BJ1353'
 BJ1353'NO. 4 - SEE SPANISH FORT, LA 1953 EDITION OF MAP OF LAKE
 BJ1353'PONTCHARTRAIN AREA LOCATED ACROSS FROM RED SHELTER.
 BJ1353
 BJ1353                          STATION RECOVERY (1985)
 BJ1353
 BJ1353'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 BJ1353'DODGE--1931 FOUND FAIR.
 BJ1353'
 BJ1353'LOCATED APPROX. .6 MILES FROM BAYOU ST. JOHN BRIDGE, NOT .5 MILES AS
 BJ1353'STATED.
 BJ1353'
 BJ1353'DODGE--1931 REFERENCE MARK FOUND POOR--NEAR IMPOSSIBLE TO MAKE OUT
 BJ1353'STAMP IMPRINT.
 BJ1353'
 BJ1353'DESCRIPTION ADEQUATE.
 BJ1353
 BJ1353                          STATION RECOVERY (1985)
 BJ1353
 BJ1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1353'RECOVERED IN GOOD CONDITION, THE 1963 RECOVERY IS ADEQUATE WITH THE
 BJ1353'FOLLOWING CHANGES, DELETE--THE WEST END OF BRIDGE, CHANGE --THE
 BJ1353'ORLEANS LEVEE BOARD POLICE BUILDING TO SHELTER NO. 2, CHANGE--LIGHT
 BJ1353'POLE 68 TO LIGHT POLE 66.
 BJ1353
 BJ1353                          STATION RECOVERY (1988)
 BJ1353
 BJ1353'RECOVERY NOTE BY US POWER SQUADRON 1988 (PHL)
 BJ1353'RECOVERED IN GOOD CONDITION.
 BJ1353
 BJ1353                          STATION RECOVERY (1988)
 BJ1353
 BJ1353'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 BJ1353'RECOVERED IN GOOD CONDITION.
 BJ1353
 BJ1353                          STATION RECOVERY (1990)
 BJ1353
 BJ1353'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLR)
 BJ1353'RECOVERED IN GOOD CONDITION.
 BJ1353
 BJ1353                          STATION RECOVERY (1990)
 BJ1353
 BJ1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1353'0.5 KM (0.3 MI) WESTERLY ALONG LAKESHORE DRIVE FROM THE JUNCTION OF
 BJ1353'RAIL STREET IN NEW ORLEANS, IN A CONCRETE RETAINING WALL ALONG THE
 BJ1353'SOUTH SHORE OF LAKE PONTCHARTRAIN, 35.6 M (116.8 FT) NORTHEAST OF
 BJ1353'UTILITY LIGHT POLE NUMBER SW 26, 23.9 M (78.4 FT) NORTHEAST OF DODGE
 BJ1353'RM, 22.9 M (75.1 FT) NORTH OF THE CENTERLINE OF THE DRIVE, 22.4 M
 BJ1353'(73.5 FT) NORTHWEST OF UTILITY LIGHT POLE NUMBER LB 66, AND 0.3 M
 BJ1353'(1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 BJ1353
 BJ1353                          STATION RECOVERY (1994)
 BJ1353
 BJ1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1353'0.5 KM (0.30 MI) WESTERLY ALONG LAKESHORE DRIVE FROM THE JUNCTION OF
 BJ1353'RAIL STREET IN NEW ORLEANS, IN A CONCRETE RETAINING WALL ALONG THE
 BJ1353'SOUTH SHORE OF LAKE PONTCHARTRAIN, 35.6 M (116.8 FT) NORTHEAST OF
 BJ1353'UTILITY LIGHT POLE NUMBER SW 26, 23.9 M (78.4 FT) EAST-NORTHEAST OF
 BJ1353'DODGE REFERENCE MARK, 22.9 M (75.1 FT) NORTH-NORTHEAST OF THE DRIVE
 BJ1353'CENTER, 22.4 M (73.5 FT) NORTHWEST OF A UTILITY LIGHT POLE, AND 0.3 M
 BJ1353'(1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 BJ1353
 BJ1353                          STATION RECOVERY (2004)
 BJ1353
 BJ1353'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2854 ***********************************************************************
 CQ2854  DESIGNATION -  DODSON
 CQ2854  PID         -  CQ2854
 CQ2854  STATE/COUNTY-  LA/WINN
 CQ2854  USGS QUAD   -  DODSON (1985)
 CQ2854
 CQ2854                         *CURRENT SURVEY CONTROL
 CQ2854  ___________________________________________________________________
 CQ2854* NAD 83(1992)-  32 05 02.77895(N)    092 39 52.44457(W)     ADJUSTED  
 CQ2854* NAVD 88     -        88.1    (meters)     289.     (feet)  VERTCON   
 CQ2854  ___________________________________________________________________
 CQ2854  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 CQ2854  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ2854
 CQ2854  HORZ ORDER  -  FIRST
 CQ2854
 CQ2854.The horizontal coordinates were established by classical geodetic methods
 CQ2854.and adjusted by the National Geodetic Survey in January 1993..
 CQ2854
 CQ2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2854
 CQ2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2854
 CQ2854.The geoid height was determined by GEOID03.
 CQ2854
 CQ2854;                    North         East     Units Scale Factor Converg.
 CQ2854;SPC LA N     -   175,649.674   984,464.936   MT  0.99991894   -0 05 13.2
 CQ2854;SPC LA N     -   576,277.31  3,229,865.38   sFT  0.99991894   -0 05 13.2
 CQ2854;UTM  15      - 3,549,807.406   531,654.475   MT  0.99961236   +0 10 41.4
 CQ2854
 CQ2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2854!SPC LA N     -   0.99999020  x   0.99991894  =   0.99990914
 CQ2854!UTM  15      -   0.99999020  x   0.99961236  =   0.99960256
 CQ2854
 CQ2854|---------------------------------------------------------------------|
 CQ2854| PID    Reference Object                     Distance      Geod. Az  |
 CQ2854|                                                           dddmmss.s |
 CQ2854| CY3466 DODSON RM 1                          24.055 METERS 09116     |
 CQ2854| CQ2847 HUDSON                              APPROX. 9.1 KM 1182447.6 |
 CQ2854| CY3467 DODSON RM 2                          26.035 METERS 16207     |
 CQ2854|---------------------------------------------------------------------|
 CQ2854
 CQ2854                          SUPERSEDED SURVEY CONTROL
 CQ2854
 CQ2854  NAD 83(1986)-  32 05 02.79331(N)    092 39 52.43490(W) AD(       ) 1
 CQ2854  NAD 27      -  32 05 02.21999(N)    092 39 51.89260(W) AD(       ) 1
 CQ2854  NGVD 29 (07/19/86)   88.1    (m)          289.     (f) VERT ANG       
 CQ2854
 CQ2854.Superseded values are not recommended for survey control.
 CQ2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2854.See file dsdata.txt to determine how the superseded data were derived.
 CQ2854
 CQ2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3165449807(NAD 83)
 CQ2854_MARKER: DS = TRIANGULATION STATION DISK
 CQ2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2854
 CQ2854  HISTORY     - Date     Condition        Report By
 CQ2854  HISTORY     - 1971     MONUMENTED       NGS
 CQ2854  HISTORY     - 19981017 GOOD             USPSQD
 CQ2854
 CQ2854                          STATION DESCRIPTION
 CQ2854
 CQ2854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2854'RM 1 TO RM 2 MEASURED WITH A 300 FOOT TAPE 5 KGS. TENSION.
 CQ2854'
 CQ2854'REFERENCE MARKS WERE MEASURED WITH A 30 METER TAPE 5
 CQ2854'KGS. TENSION.
 CQ2854'
 CQ2854'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2854'
 CQ2854'THE STATION IS ABOUT 11 MILES SOUTH-SOUTHEAST OF JONESBORO,
 CQ2854'0.5 MILES NORTHWEST OF DODSON, IN THE NORTHWEST 1/4 SECTION 27,
 CQ2854'T 13 N, R 3 W, AND ON LAND OWNED BY MR. HASSON MORRIS, WINNFIELD,
 CQ2854'LOUISIANA, TELEPHONE NUMBER 628-3285.
 CQ2854'
 CQ2854'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 CQ2854'AND STATE HIGHWAY 126 IN DODSON, GO WEST AND NORTH ON STATE
 CQ2854'HIGHWAY 126 FOR 0.35 MILE TO SCHOOL HOUSE AND A GRAVELED SIDE
 CQ2854'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE GRAVELED ROAD
 CQ2854'FOR 0.15 MILE TO A DIM TRACK ROAD LEFT AND THE STATION AS
 CQ2854'DESCRIBED.
 CQ2854'
 CQ2854'STATION MARKS ARE STANDARD DISKS STAMPED DODSON 1971.  THE
 CQ2854'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2854'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ2854'96 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 28 FEET
 CQ2854'WEST-SOUTHWEST OF THE CENTER OF THE DIM TRACK ROAD AND 20 FEET
 CQ2854'SOUTH OF A 10-INCH PINE TREE.  THE UNDERGROUND MARK IS SET IN
 CQ2854'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CQ2854'GROUND SURFACE.
 CQ2854'
 CQ2854'REFERENCE MARK 1, A STANDARD DISK STAMPED DODSON NO 1 1971,
 CQ2854'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2854'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 51
 CQ2854'FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 3 FEET
 CQ2854'WEST OF A METAL WITNESS POST.
 CQ2854'
 CQ2854'REFERENCE MARK 2, A STANDARD DISK STAMPED DODSON NO 2 1971,
 CQ2854'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2854'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 CQ2854'WEST-SOUTHWEST OF THE CENTER OF THE DIM TRACK ROAD AND 21 FEET
 CQ2854'WEST OF THE CENTER OF THE GRAVELED ROAD.
 CQ2854'
 CQ2854'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 CQ2854
 CQ2854                          STATION RECOVERY (1998)
 CQ2854
 CQ2854'RECOVERY NOTE BY US POWER SQUADRON 1998
 CQ2854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2835 ***********************************************************************
 BH2835  DESIGNATION -  DOG
 BH2835  PID         -  BH2835
 BH2835  STATE/COUNTY-  LA/ORLEANS
 BH2835  USGS QUAD   -  LITTLE WOODS (1994)
 BH2835
 BH2835                         *CURRENT SURVEY CONTROL
 BH2835  ___________________________________________________________________
 BH2835* NAD 83(1992)-  30 02 43.34411(N)    089 53 30.05494(W)     ADJUSTED  
 BH2835* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 BH2835  **This station is located in a subsidence area (see below).
 BH2835  ___________________________________________________________________
 BH2835  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BH2835  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BH2835
 BH2835  HORZ ORDER  -  SECOND
 BH2835
 BH2835.The horizontal coordinates were established by classical geodetic methods
 BH2835.and adjusted by the National Geodetic Survey in May 1994..
 BH2835
 BH2835 ** The orthometric height has not been validated since last determined
 BH2835 ** by differential leveling and should not be used for control purposes.
 BH2835 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2835 ** area with valid NAVD 88 orthometric heights.
 BH2835 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2835 ** epoch indicated which incorporates improved geoid heights for the
 BH2835 ** Southern Louisiana Subsidence area.
 BH2835 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2835
 BH2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2835
 BH2835.The geoid height was determined by GEOID03.
 BH2835
 BH2835;                    North         East     Units Scale Factor Converg.
 BH2835;SPC LA S     -   172,170.344 1,139,022.310   MT  0.99992605   +0 43 15.0
 BH2835;SPC LA S     -   564,862.20  3,736,942.36   sFT  0.99992605   +0 43 15.0
 BH2835;UTM  16      - 3,327,337.895   221,171.481   MT  1.00055930   -1 26 55.5
 BH2835
 BH2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2835!SPC LA S     -   1.00000407  x   0.99992605  =   0.99993012
 BH2835!UTM  16      -   1.00000407  x   1.00055930  =   1.00056338
 BH2835
 BH2835|---------------------------------------------------------------------|
 BH2835| PID    Reference Object                     Distance      Geod. Az  |
 BH2835|                                                           dddmmss.s |
 BH2835| DD7865 DOG RM 1                             13.062 METERS 04222     |
 BH2835| DD7864 DOG AZ MK                                          0550515.3 |
 BH2835| BH2836 DOG LDH 1972 A POINT                 13.306 METERS 18944     |
 BH2835| BH2831 MICHOUD RAD STA KKS 460 MAST        APPROX. 6.0 KM 2255819.2 |
 BH2835| DD7866 DOG RM 2                             12.803 METERS 23625     |
 BH2835|---------------------------------------------------------------------|
 BH2835
 BH2835                          SUPERSEDED SURVEY CONTROL
 BH2835
 BH2835  NAD 83(1992)-  30 02 43.34411(N)    089 53 30.05494(W) AD(       ) 2
 BH2835  NAD 83(1986)-  30 02 43.35707(N)    089 53 30.05116(W) AD(       ) 2
 BH2835  NAD 27      -  30 02 42.63593(N)    089 53 29.81304(W) AD(       ) 2
 BH2835  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 BH2835
 BH2835.Superseded values are not recommended for survey control.
 BH2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2835.See file dsdata.txt to determine how the superseded data were derived.
 BH2835
 BH2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2117127338(NAD 83)
 BH2835_MARKER: DD = SURVEY DISK
 BH2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2835+STABILITY: SURFACE MOTION
 BH2835
 BH2835  HISTORY     - Date     Condition        Report By
 BH2835  HISTORY     - 1972     MONUMENTED       LADH
 BH2835
 BH2835                          STATION DESCRIPTION
 BH2835
 BH2835'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BH2835'THE STATION IS LOCATED 8 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, 13
 BH2835'MILES SOUTH OF SLIDELL AND 13 MILES NORTHEAST OF GRETNA, IN THE
 BH2835'SOUTHEAST QUARTER OF SECTION 33, T11S, R13E, AND ON THE PROPERTY
 BH2835'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BH2835'
 BH2835'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 WITH STATE
 BH2835'HIGHWAY 47 AT THE EAST EDGE OF NEW ORLEANS, GO NORTHEAST ON U. S.
 BH2835'HIGHWAY 90 FOR 3 MILES TO THE STATION, WHICH IS ON THE LEFT NEAR A
 BH2835'POWER POLE.
 BH2835'
 BH2835'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG U. S.
 BH2835'HIGHWAY 90 FOR APPROXIMATELY 0.4 MILE.  THE MARK IS SET ON THE LEFT
 BH2835'AND NORTH OF THE HIGHWAY NEAR AN OAK TREE.
 BH2835'
 BH2835'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2835'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2835'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER CASING AND IS 12
 BH2835'INCHES BELOW THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP
 BH2835'OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BH2835'SURFACE.  THEY ARE STAMPED DOG 1972.  THE MARK IS 93 FEET NORTH OF
 BH2835'POWER POLE NO. 347, 51 FEET NORTH OF THE CENTER OF THE WESTBOUND
 BH2835'LANE ON U. S.  HIGHWAY 90, AND 3 FEET WEST OF A METAL WITNESS POST
 BH2835'AND SIGN.
 BH2835'
 BH2835'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2835'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2835'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2835'STAMPED DOG R.M. 1 1972.  IT IS 97 FEET NORTH-NORTHEAST OF POWER
 BH2835'POLE NO. 347, 57 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE ON
 BH2835'U. S.  HIGHWAY 90, AND 50 FEET SOUTH-SOUTHWEST OF AN OAK TREE.
 BH2835'
 BH2835'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2835'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2835'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2835'STAMPED DOG R.M. 2 1972.  IT IS 98 FEET NORTH-NORTHWEST OF POWER
 BH2835'POLE NO. 347, AND 57 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE
 BH2835'ON U. S. HIGHWAY 90.
 BH2835'
 BH2835'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2835'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2835'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2835'STAMPED DOG AZ. MK. 1972.  IT IS 117 FEET EAST OF THE CENTER OF A
 BH2835'SHELL ROAD, 48 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE ON
 BH2835'U. S. HIGHWAY 90, 16 FEET SOUTHWEST OF A 30-INCH OAK TREE, AND 2 FEET
 BH2835'WEST OF A METAL WITNESS POST AND SIGN.
 BH2835'
 BH2835'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3813 ***********************************************************************
 DH3813  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3813  DESIGNATION -  DOKKA
 DH3813  PID         -  DH3813
 DH3813  STATE/COUNTY-  LA/TERREBONNE
 DH3813  USGS QUAD   -  GIBSON (1980)
 DH3813
 DH3813                         *CURRENT SURVEY CONTROL
 DH3813  ___________________________________________________________________
 DH3813* NAD 83(1992)-  29 41 19.29575(N)    090 59 28.77881(W)     ADJUSTED  
 DH3813* NAVD 88     -         2.30 **(meters)       7.5  **(feet)  GPS OBS(2004.65)
 DH3813  **This station is located in a subsidence area (see below).
 DH3813  ___________________________________________________________________
 DH3813  EPOCH DATE  -        2004.65
 DH3813  X           -     -95,941.486 (meters)                     COMP
 DH3813  Y           -  -5,544,579.346 (meters)                     COMP
 DH3813  Z           -   3,140,430.451 (meters)                     COMP
 DH3813  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DH3813  ELLIP HEIGHT-         -23.21  (meters)          (06/22/05) GPS OBS
 DH3813  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DH3813
 DH3813  HORZ ORDER  -  B
 DH3813  ELLP ORDER  -  FOURTH    CLASS I
 DH3813
 DH3813.The horizontal coordinates were established by GPS observations
 DH3813.and adjusted by the National Geodetic Survey in June 2005..
 DH3813.The horizontal coordinates are valid at the epoch date displayed above.
 DH3813.The epoch date for horizontal control is a decimal equivalence
 DH3813.of Year/Month/Day.
 DH3813
 DH3813 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3813 ** and geoid heights are valid at the date of observation. These heights
 DH3813 ** must always be validated when used as control.
 DH3813 ** The orthometric height was determined by GPS observations using
 DH3813 ** precise GPS observation and processing techniques and a new
 DH3813 ** realization of GEOID03. It supersedes the leveled height previously
 DH3813 ** determined for this station.
 DH3813 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3813 ** epoch indicated which incorporates improved geoid heights for the
 DH3813 ** Southern Louisiana Subsidence area.
 DH3813 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3813.The orthometric height was determined by GPS observations and a
 DH3813.high-resolution geoid model using precise GPS observation and
 DH3813.processing techniques.
 DH3813
 DH3813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3813
 DH3813.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3813
 DH3813.The ellipsoidal height was determined by GPS observations
 DH3813.and is referenced to NAD 83.
 DH3813
 DH3813.The geoid height was determined by GEOID03.
 DH3813
 DH3813;                    North         East     Units Scale Factor Converg.
 DH3813;SPC LA S     -   131,809.903 1,033,099.364   MT  0.99994049   +0 10 15.6
 DH3813;SPC LA S     -   432,446.32  3,389,426.83   sFT  0.99994049   +0 10 15.6
 DH3813;UTM  15      - 3,285,978.655   694,354.053   MT  1.00006609   +0 59 42.7
 DH3813
 DH3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3813!SPC LA S     -   1.00000365  x   0.99994049  =   0.99994414
 DH3813!UTM  15      -   1.00000365  x   1.00006609  =   1.00006974
 DH3813
 DH3813                          SUPERSEDED SURVEY CONTROL
 DH3813
 DH3813.No superseded survey control is available for this station.
 DH3813
 DH3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9435485979(NAD 83)
 DH3813_MARKER: DH = HORIZONTAL CONTROL DISK
 DH3813_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH3813_SP_SET: BRIDGE ABUTMENT
 DH3813_STAMPING: DOKKA 2004
 DH3813_MARK LOGO: NGS   
 DH3813_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3813+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3813
 DH3813  HISTORY     - Date     Condition        Report By
 DH3813  HISTORY     - 20040503 MONUMENTED       NGS
 DH3813
 DH3813                          STATION DESCRIPTION
 DH3813
 DH3813'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 DH3813'THE STATION IS LOCATED ON THE NORTH SIDE OF GIBSON ON STATE HIGHWAY
 DH3813'RIGHT OF WAY.
 DH3813' 
 DH3813'TO REACH THE STATION FROM THE US POST OFFICE IN GIBSON AT 6353 S BAYOU
 DH3813'BLACK DRIVE, GO EAST FOR  0.05 MI ALONG S BAYOU BLACK DRIVE TO A PAVED
 DH3813'ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.15 MI ON  CARROL STREET TO THE
 DH3813'INTERSECTION WITH STATE HIGHWAY 20, TURN LEFT AND GO WEST FOR 0.05 MI
 DH3813'ON  HIGHWAY 20 TO THE STATION ON THE LEFT SET IN TOP OF THE SOUTH END
 DH3813'OF THE WEST CONCRETE  ABUTMENT OF A BRIDGE SPANNING TIGER BAYOU.
 DH3813' 
 DH3813'THE STATION IS LOCATED 24.1 FT SOUTH OF THE CENTER OF THE HIGHWAY, 1.0
 DH3813'FT NORTH OF THE SOUTH END  OF THE ABUTMENT, AND ABOUT LEVEL WITH THE
 DH3813'ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0296 ***********************************************************************
 AV0296  DESIGNATION -  DOLAND
 AV0296  PID         -  AV0296
 AV0296  STATE/COUNTY-  LA/CAMERON
 AV0296  USGS QUAD   -  DEEP LAKE (1979)
 AV0296
 AV0296                         *CURRENT SURVEY CONTROL
 AV0296  ___________________________________________________________________
 AV0296* NAD 83(1992)-  29 42 44.91159(N)    092 44 04.31602(W)     ADJUSTED  
 AV0296* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0296  **This station is located in a subsidence area (see below).
 AV0296  ___________________________________________________________________
 AV0296  X           -    -264,500.627 (meters)                     COMP
 AV0296  Y           -  -5,537,788.539 (meters)                     COMP
 AV0296  Z           -   3,142,719.388 (meters)                     COMP
 AV0296  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0296  ELLIP HEIGHT-         -25.07  (meters)          (06/26/02) GPS OBS
 AV0296  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AV0296  DYNAMIC HT  -           1.2   (meters)       4.    (feet)  COMP
 AV0296  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 AV0296
 AV0296  HORZ ORDER  -  SECOND
 AV0296  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0296  ELLP ORDER  -  FOURTH    CLASS II
 AV0296
 AV0296.The horizontal coordinates were established by classical geodetic methods
 AV0296.and adjusted by the National Geodetic Survey in January 1993..
 AV0296
 AV0296 ** The orthometric height has not been validated since last determined
 AV0296 ** by differential leveling and should not be used for control purposes.
 AV0296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0296 ** area with valid NAVD 88 orthometric heights.
 AV0296 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0296 ** epoch indicated which incorporates improved geoid heights for the
 AV0296 ** Southern Louisiana Subsidence area.
 AV0296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0296.The orthometric height was scaled from a topographic map.
 AV0296.The vertical order pertains to the NGVD 29 superseded value.
 AV0296
 AV0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0296
 AV0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0296
 AV0296.The ellipsoidal height was determined by GPS observations
 AV0296.and is referenced to NAD 83.
 AV0296
 AV0296.The geoid height was determined by GEOID03.
 AV0296
 AV0296.The dynamic height is computed by dividing the NAVD 88
 AV0296.geopotential number by the normal gravity value computed on the
 AV0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0296.degrees latitude (g = 980.6199 gals.).
 AV0296
 AV0296.The modeled gravity was interpolated from observed gravity values.
 AV0296
 AV0296;                    North         East     Units Scale Factor Converg.
 AV0296;SPC LA S     -   135,225.448   864,427.241   MT  0.99993833   -0 42 02.2
 AV0296;SPC LA S     -   443,652.16  2,836,041.71   sFT  0.99993833   -0 42 02.2
 AV0296;UTM  15      - 3,286,955.481   525,677.285   MT  0.99960813   +0 07 53.7
 AV0296
 AV0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0296!SPC LA S     -   1.00000394  x   0.99993833  =   0.99994227
 AV0296!UTM  15      -   1.00000394  x   0.99960813  =   0.99961207
 AV0296
 AV0296:                Primary Azimuth Mark                     Grid Az
 AV0296:SPC LA S     -  DOLAND AZ MK                             021 13 22.2
 AV0296:UTM  15      -  DOLAND AZ MK                             020 23 26.3
 AV0296
 AV0296|---------------------------------------------------------------------|
 AV0296| PID    Reference Object                     Distance      Geod. Az  |
 AV0296|                                                           dddmmss.s |
 AV0296| AV0295 DOLAND AZ MK                        APPROX. 0.7 KM 0203120.0 |
 AV0296| AV0737 SUPERIOR DB DERRICK                 APPROX.12.2 KM 1320355.3 |
 AV0296| AV0738 DEEP LAKE DERRICK                   APPROX. 6.6 KM 1750822.4 |
 AV0296| AV0297 DOLAND RM 1                          36.466 METERS 22605     |
 AV0296| AV0293 DOLAND RM 2                          37.801 METERS 31914     |
 AV0296|---------------------------------------------------------------------|
 AV0296
 AV0296                          SUPERSEDED SURVEY CONTROL
 AV0296
 AV0296  ELLIP H (01/21/93)  -24.98   (m)                       GP(       ) 4 2
 AV0296  NAD 83(1986)-  29 42 44.92638(N)    092 44 04.28714(W) AD(       ) 2
 AV0296  NAD 27      -  29 42 44.13800(N)    092 44 03.77400(W) AD(       ) 2
 AV0296  NGVD 29 (??/??/??)    1.195  (m)            3.92   (f) ADJUSTED    1 2
 AV0296
 AV0296.Superseded values are not recommended for survey control.
 AV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0296.See file dsdata.txt to determine how the superseded data were derived.
 AV0296
 AV0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN2567786955(NAD 83)
 AV0296_MARKER: DS = TRIANGULATION STATION DISK
 AV0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0296_SP_SET: CONCRETE POST
 AV0296_STAMPING: DOLAND 1955
 AV0296_MARK LOGO: CGS   
 AV0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0296+STABILITY: SURFACE MOTION
 AV0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0296+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AV0296
 AV0296  HISTORY     - Date     Condition        Report By
 AV0296  HISTORY     - 1955     MONUMENTED       CGS
 AV0296  HISTORY     - 1965     GOOD             CGS
 AV0296  HISTORY     - 1965     GOOD             CGS
 AV0296  HISTORY     - 1986     GOOD             NGS
 AV0296  HISTORY     - 1987     GOOD             LADTD
 AV0296
 AV0296                          STATION DESCRIPTION
 AV0296
 AV0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0296'THE STATION IS ABOUT 15 MILES (AIRLINE) EAST SOUTHEAST OF THE
 AV0296'VILLAGE OF GRAND CHENIER, ABOUT 6 MILES NORTH OF THE GULF
 AV0296'OF MEXICO COAST LINE, AND ABOUT 7 MILES WEST OF THE
 AV0296'CAMERON-VERMILION PARISH LINE.  THE STATION IS 113 FEET SOUTH
 AV0296'OF THE CENTER LINE OF STATE HIGHWAY 292, ON A FILL WHICH
 AV0296'IS ABOUT 200 FEET LONG AND 150 FEET WIDE AND BUILT UP ABOUT
 AV0296'3 FEET ABOVE THE MARSH LAND.  THE FILL IS SURROUNDED ON ALL
 AV0296'SIDES EXCEPT THE NORTH BY SMALL DRAINAGE CANALS.  PROPERTY
 AV0296'OWNER IS MR. DAVID DOLAND.
 AV0296'
 AV0296'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 AV0296'GRAND CHENIER, GO EAST ON STATE HIGHWAY 292 FOR 13.8 MILES
 AV0296'TO THE ROCKEFELLER FOUNDATION WILD LIFE REFUGE HEADQUARTERS
 AV0296'ON RIGHT.  CONTINUE EAST ON HIGHWAY FOR 1.9 MILES TO A SIDE
 AV0296'ROAD LEFT, JUST EAST OF A PURE OIL COMPANY PUMPING STATION,
 AV0296'AND THE STATION ON THE RIGHT.
 AV0296'
 AV0296'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON THE SIDE
 AV0296'ROAD FOR 0.5 MILE TO A CATTLE GUARD AND THE AZIMUTH MARK ON
 AV0296'THE RIGHT.
 AV0296'
 AV0296'STATION MARKS, ARE STANDARD DISKS STAMPED DOLAND 1955.  THE
 AV0296'SURFACE STATION MARK IS A 12 BY 12 IN CONCRETE POST SET FLUSH
 AV0296'WITH THE GROUND.  IT IS 78 FEET EAST OF A TELEPHONE POLE,
 AV0296'28 FEET WEST OF A FENCE LINE, AND 5.2 FEET NORTH OF A STANDARD
 AV0296'WITNESS POST.  THE UNDERGROUND STATION MARK IS SET IN AN
 AV0296'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND.
 AV0296'
 AV0296'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOLAND NO 1 1955,
 AV0296'SET IN A 12 IN BY 12 IN CONCRETE POST.  IT IS 20 FEET NORTH
 AV0296'OF THE NORTH BANK OF A CANAL, 30 FEET EAST OF THE EAST BANK OF A
 AV0296'CANAL, AND 97 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS
 AV0296'FLUSH WITH THE GROUND.
 AV0296'
 AV0296'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOLAND NO 2 1955,
 AV0296'SET IN A 12 IN BY 12 IN CONCRETE POST.  IT IS 29 FEET SOUTH
 AV0296'OF STATE HIGHWAY 292, 6 FEET EAST OF THE EAST BANK OF CANAL,
 AV0296'AND 18 FEET SOUTHEAST OF THE HIGHWAY BRIDGE ACROSS CANAL.
 AV0296'THE MARK IS SET FLUSH WITH THE GROUND.
 AV0296'
 AV0296'AZIMUTH MARK IS A STANDARD DISK STAMPED DOLAND 1955, SET IN
 AV0296'A 12 IN BY 12 IN CONCRETE POST.  THE MARK IS ABOUT 1/2 MILE
 AV0296'NORTH AND ON THE EAST SIDE OF THE ROAD WHICH LEADS NORTH FROM
 AV0296'THE STATION.  IT IS 3 FEET EAST OF A CATTLE GUARD, 3 FEET
 AV0296'SOUTH OF A GATE POST, AND 62 FEET SOUTHEAST OF A POWER LINE
 AV0296'POLE WITH TRANSFORMER, NUMBER 5.  THE MARK IS SET FLUSH WITH
 AV0296'THE GROUND.
 AV0296'
 AV0296'NOTE--A 90 FT. STEEL TOWER WAS USED.
 AV0296'
 AV0296'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 AV0296
 AV0296                          STATION RECOVERY (1965)
 AV0296
 AV0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0296'THE STATION MARK, STAMPED DOLAND 1955, IS ABOUT 14.65 MILES
 AV0296'EAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT GRAND
 AV0296'CHENIERE, IN SECTION 25, T 15 S, R 4 W, 135 FEET SOUTHEAST
 AV0296'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A ROAD LEADING
 AV0296'NORTH TO NORTH ISLAND, 112 FEET SOUTH OF THE CENTER LINE OF THE
 AV0296'HIGHWAY, 141 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AV0296'WOODEN BRIDGE OVER A CANAL, 84 FEET SOUTH OF A FENCE, 81 FEET
 AV0296'SOUTHEAST OF A 60-INCH LIVE OAK TREE, 1.2 FEET NORTH OF A
 AV0296'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AV0296'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 2
 AV0296'INCHES BELOW THE LEVEL OF THE GROUND.
 AV0296'
 AV0296'R.M. 1, STAMPED DOLAND NO 1 1955, IS 119-1/2 FEET SOUTHWEST
 AV0296'OF THE STATION, 177 FEET SOUTH OF R.M. 2, 205 FEET SOUTH OF
 AV0296'THE CENTER LINE OF THE HIGHWAY, 194 FEET SOUTH OF THE SOUTHEAST
 AV0296'CORNER OF A WOODEN BRIDGE OVER A CANAL, 22 FEET NORTH OF
 AV0296'THE NORTH BANK OF THE CANAL, ABOUT 2 FEET BELOW THE LEVEL
 AV0296'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AV0296'WITH THE GROUND.
 AV0296'
 AV0296'R.M. 2, STAMPED DOLAND NO 2 1955, IS 124 FEET NORTHWEST OF
 AV0296'THE STATION, 35 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 AV0296'OF STATE HIGHWAY 82 AND A ROAD LEADING NORTH TO NORTH ISLAND,
 AV0296'31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47 FEET WEST
 AV0296'OF A 60-INCH LIVE OAK TREE, 18 FEET SOUTHEAST OF THE SOUTHEAST
 AV0296'CORNER OF A WOODEN BRIDGE OVER A CANAL, 4 FEET EAST OF THE
 AV0296'EAST BANK OF A CANAL, 2 FEET SOUTH OF A FENCE, 2.2 FEET SOUTH
 AV0296'OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 AV0296'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AV0296'WITH THE GROUND.
 AV0296'
 AV0296'AZIMUTH MARK, STAMPED DOLAND 1955, IS ABOUT 14.65 MILES EAST
 AV0296'ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT GRAND CHENIERE,
 AV0296'THENCE 0.5 MILE NORTH ALONG A PAVED ROAD LEADING TO NORTH
 AV0296'ISLAND, IN SECTION 24, T 15 S, R 4 W, ABOUT 0.1 MILE SOUTH
 AV0296'OF THE OFFICE FOR THE PAN-AMERICAN PETROLEUM CORPORATION,
 AV0296'12 FEET EAST OF THE CENTER LINE OF THE ROAD, 87 FEET SOUTHWEST
 AV0296'OF THE SOUTHWEST LEG OF A SMALL RADIO TOWER, 4 FEET SOUTHWEST
 AV0296'OF THE WEST GATE POST FOR A METAL GATE, 1-1/2 FEET NORTHEAST
 AV0296'OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 1 FOOT EAST OF THE
 AV0296'EAST EDGE OF THE CONCRETE FOUNDATION FOR THE CATTLE GUARD,
 AV0296'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 AV0296'A CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AV0296'GROUND.
 AV0296
 AV0296                          STATION RECOVERY (1965)
 AV0296
 AV0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0296'14.65 MI E FROM GRAND CHENIERE.
 AV0296'ABOUT 14.65 MILES EAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT
 AV0296'GRAND CHENIERE, IN S 25, T 15 S, R 4 W, 135 FEET SOUTHEAST OF THE
 AV0296'CENTER OF THE T-JUNCTION OF A ROAD LEADING NORTH TO NORTH ISLAND, 112
 AV0296'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 141 FEET SOUTHEAST OF
 AV0296'THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER A CANAL, 84 FEET SOUTH OF
 AV0296'A FENCE, 81 FEET SOUTHEAST OF A 60-INCH LIVE OAK TREE, 1.2 FEET NORTH
 AV0296'OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 AV0296'AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW THE GROUND.
 AV0296
 AV0296                          STATION RECOVERY (1986)
 AV0296
 AV0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0296'RECOVERED IN GOOD CONDITION.
 AV0296
 AV0296                          STATION RECOVERY (1987)
 AV0296
 AV0296'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AV0296'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AV0296'THE STATION WAS USED IN THE GPS SURVEY FOR CALCASIEU PARISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0295 ***********************************************************************
 AV0295  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0295  FBN         -  This is a Federal Base Network Control Station.
 AV0295  DESIGNATION -  DOLAND AZ MK
 AV0295  PID         -  AV0295
 AV0295  STATE/COUNTY-  LA/CAMERON
 AV0295  USGS QUAD   -  DEEP LAKE (1979)
 AV0295
 AV0295                         *CURRENT SURVEY CONTROL
 AV0295  ___________________________________________________________________
 AV0295* NAD 83(1992)-  29 43 07.16449(N)    092 43 54.77307(W)     ADJUSTED  
 AV0295* NAVD 88     -         0.68 **(meters)       2.2  **(feet)  GPS OBS(2004.65)
 AV0295  **This station is located in a subsidence area (see below).
 AV0295  ___________________________________________________________________
 AV0295  EPOCH DATE  -        2004.65
 AV0295  X           -    -264,228.216 (meters)                     COMP
 AV0295  Y           -  -5,537,461.218 (meters)                     COMP
 AV0295  Z           -   3,143,314.302 (meters)                     COMP
 AV0295  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0295  ELLIP HEIGHT-         -25.41  (meters)          (06/22/05) GPS OBS
 AV0295  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AV0295  DYNAMIC HT  -           0.68  (meters)       2.2   (feet)  COMP
 AV0295  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 AV0295
 AV0295  HORZ ORDER  -  B
 AV0295  VERT ORDER  -  THIRD (See Below)
 AV0295  ELLP ORDER  -  FOURTH    CLASS I
 AV0295
 AV0295.The horizontal coordinates were established by GPS observations
 AV0295.and adjusted by the National Geodetic Survey in June 2005..
 AV0295.The horizontal coordinates are valid at the epoch date displayed above.
 AV0295.The epoch date for horizontal control is a decimal equivalence
 AV0295.of Year/Month/Day.
 AV0295
 AV0295 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0295 ** and geoid heights are valid at the date of observation. These heights
 AV0295 ** must always be validated when used as control.
 AV0295 ** The orthometric height was determined by GPS observations using
 AV0295 ** precise GPS observation and processing techniques and a new
 AV0295 ** realization of GEOID03. It supersedes the leveled height previously
 AV0295 ** determined for this station.
 AV0295 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0295 ** epoch indicated which incorporates improved geoid heights for the
 AV0295 ** Southern Louisiana Subsidence area.
 AV0295 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0295.The orthometric height was determined by GPS observations and a
 AV0295.high-resolution geoid model using precise GPS observation and
 AV0295.processing techniques. It supersedes the leveled height previously
 AV0295.determined for this station.
 AV0295.WARNING-GPS observations at this control monument resulted in a GPS
 AV0295.derived orthometric height which differed from the leveled height by
 AV0295.more than one decimeter (0.1 meter).
 AV0295.The vertical order pertains to the first NAVD 88 superseded value.
 AV0295
 AV0295.Photographs are available for this station.
 AV0295
 AV0295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0295
 AV0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0295
 AV0295.The ellipsoidal height was determined by GPS observations
 AV0295.and is referenced to NAD 83.
 AV0295
 AV0295.The geoid height was determined by GEOID03.
 AV0295
 AV0295.The dynamic height is computed by dividing the NAVD 88
 AV0295.geopotential number by the normal gravity value computed on the
 AV0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0295.degrees latitude (g = 980.6199 gals.).
 AV0295
 AV0295.The modeled gravity was interpolated from observed gravity values.
 AV0295
 AV0295;                    North         East     Units Scale Factor Converg.
 AV0295;SPC LA S     -   135,907.411   864,692.070   MT  0.99993780   -0 41 57.5
 AV0295;SPC LA S     -   445,889.56  2,836,910.57   sFT  0.99993780   -0 41 57.5
 AV0295;UTM  15      - 3,287,640.992   525,932.097   MT  0.99960830   +0 07 58.5
 AV0295
 AV0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0295!SPC LA S     -   1.00000399  x   0.99993780  =   0.99994179
 AV0295!UTM  15      -   1.00000399  x   0.99960830  =   0.99961229
 AV0295
 AV0295                          SUPERSEDED SURVEY CONTROL
 AV0295
 AV0295  ELLIP H (06/20/00)  -25.39   (m)                       GP(       ) 3 1
 AV0295  NAD 83(1992)-  29 43 07.18450(N)    092 43 54.76171(W) AD(       ) 1
 AV0295  NAD 83(1992)-  29 43 07.16395(N)    092 43 54.77196(W) AD(       ) B
 AV0295  ELLIP H (09/10/92)  -25.34   (m)                       GP(       ) 4 1
 AV0295  NAVD 88 (02/14/94)    0.857  (m)            2.81   (f) ADJUSTED    1 2
 AV0295  NGVD 29 (??/??/??)    0.894  (m)            2.93   (f) ADJUSTED    1 2
 AV0295
 AV0295.Superseded values are not recommended for survey control.
 AV0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0295.See file dsdata.txt to determine how the superseded data were derived.
 AV0295
 AV0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN2593287641(NAD 83)
 AV0295_MARKER: DZ = AZIMUTH MARK DISK
 AV0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0295_SP_SET: CONCRETE POST
 AV0295_STAMPING: DOLAND 1955
 AV0295_MARK LOGO: CGS   
 AV0295_PROJECTION: FLUSH
 AV0295_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0295+STABILITY: SURFACE MOTION
 AV0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0295+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 AV0295
 AV0295  HISTORY     - Date     Condition        Report By
 AV0295  HISTORY     - 1955     MONUMENTED       CGS
 AV0295  HISTORY     - 1965     GOOD             CGS
 AV0295  HISTORY     - 1986     GOOD             NGS
 AV0295  HISTORY     - 19910912 GOOD             LADTD
 AV0295  HISTORY     - 19920227 GOOD
 AV0295  HISTORY     - 19980302 GOOD             NGS
 AV0295  HISTORY     - 20040601 GOOD             NGS
 AV0295  HISTORY     - 20051014 GOOD             NGS
 AV0295  HISTORY     - 20051017 GOOD             NGS
 AV0295
 AV0295                          STATION DESCRIPTION
 AV0295
 AV0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0295'15.15 MI E FROM GRAND CHENIERE.
 AV0295'ABOUT 14.65 MILES EAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT
 AV0295'GRAND CHENIERE, THENCE 0.5 MILE NORTH ALONG A PAVED ROAD LEADING TO
 AV0295'NORTH ISLAND, IN S 24, T 15 S, R 4 W, ABOUT 0.1 MILE SOUTH OF THE
 AV0295'OFFICE FOR THE PAN-AMERICAN PETROLEUM CORPORATION, 12 FEET EAST OF THE
 AV0295'CENTER LINE OF THE ROAD, 87 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A
 AV0295'SMALL RADIO TOWER, 4 FEET SOUTHWEST OF THE WEST GATE POST FOR A METAL
 AV0295'GATE, 1 1/2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD,
 AV0295'1 FOOT EAST OF THE EAST EDGE OF THE CONCRETE FOUNDATION FOR THE CATTLE
 AV0295'GUARD, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 AV0295'A CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
 AV0295
 AV0295                          STATION RECOVERY (1986)
 AV0295
 AV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0295'RECOVERED IN GOOD CONDITION.
 AV0295
 AV0295                          STATION RECOVERY (1991)
 AV0295
 AV0295'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AV0295'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF GRAND CHENIER,
 AV0295'7.1 MI (11.4 KM) WEST OF THE CAMERON-VERMILION PARISH LINE AND 6.5 MI
 AV0295'(10.5 KM) NORTH OF THE GULF OF MEXICO COAST LINE.
 AV0295'OWNERSHIP--UNKNOWN.
 AV0295'TO REACH THE STATION FROM THE POST OFFICE IN GRAND CHENIER, GO EAST
 AV0295'FOR 15.0 MI (24.1 KM) ON STATE HIGHWAY 82 TO A SIDE ROAD LEFT JUST
 AV0295'EAST OF A OIL COMPANY PUMPING STATION, TURN LEFT AND GO NORTH FOR 0.4
 AV0295'MI (0.6 KM) TO A CATTLE GUARD AND THE STATION SET ON THE RIGHT.
 AV0295'THE STATION IS 12.0 FT (3.7 M) SOUTHEAST FROM THE CENTER OF THE ROAD,
 AV0295'11.0 FT (3.4 M) NORTHEAST FROM THE CENTER OF A DRIVE, 4.0 FT (1.2 M)
 AV0295'WEST FROM A METAL WITNESS SIGN ATTACHED TO A WOODEN CORNER POST FOR A
 AV0295'METAL GATE, 3.5 FT (1.1 M) SOUTHWEST FROM A FIBERGLASS WITNESS POST,
 AV0295'1.5 FT (0.5 M) SOUTHEAST FROM THE SOUTHEAST EDGE OF A METAL CATTLE
 AV0295'GAP, 0.5 FT (15.2 CM) SOUTHEAST FROM THE CONCRETE FOUNDATION FOR THE
 AV0295'CATTLE GAP, RECESSED 1.5 FT (0.5 M) BELOW THE GROUND SURFACE AND
 AV0295'ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF THE ROAD.
 AV0295
 AV0295                          STATION RECOVERY (1992)
 AV0295
 AV0295'RECOVERED 1992
 AV0295'RECOVERED IN GOOD CONDITION.
 AV0295
 AV0295                          STATION RECOVERY (1998)
 AV0295
 AV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AV0295'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) EAST OF GRAND CHENIER, 7
 AV0295'MI (11.3 KM) WEST OF THE CAMERON-VERMILION COUNTY LINE AND 6.5 MI
 AV0295'(10.5 KM) NORTH OF THE GULF OF MEXICO COASTLINE. OWNERSHIP--UNKNOWN.
 AV0295'TO REACH THE STATION FROM THE POST OFFICE IN GRAND CHENIER, GO EAST
 AV0295'FOR 15.0 MI (24.1 KM) ON STATE HIGHWAY 82 TO A SIDE ROAD LEFT, JUST
 AV0295'EAST OF AN OIL COMPANY PUMPING STATION.  TURN LEFT AND GO NORTH FOR
 AV0295'0.4 MI (0.6 KM) ON COUNTY ROAD 47 (NORTH ISLAND ROAD) TO A CATTLE
 AV0295'GUARD AND THE STATION ON RIGHT.  LOCATED 12.0 FT (3.7 M) SOUTHEAST
 AV0295'FROM THE CENTER OF THE ROAD, 11.0 FT (3.4 M) NORTHEAST FROM THE CENTER
 AV0295'OF A DRIVE, 4.0 FT (1.2 M) WEST FROM A WOODEN CORNER POST FOR A METAL
 AV0295'GATE, 3.5 FT (1.1 M) SOUTHWEST FROM A FIBERGLASS WITNESS POST, 1.5 FT
 AV0295'(0.5 M) SOUTHEAST FROM THE SOUTHEAST EDGE OF A METAL CATTLE GUARD, 0.5
 AV0295'FT (15.2 CM) SOUTHEAST FROM THE CONCRETE FOUNDATION FOR THE CATTLE
 AV0295'GUARD, RECESSED 50 CM BELOW GROUND AND ABOUT 1.5 FT (0.5 M) LOWER THAN
 AV0295'THE ROAD LEVEL.
 AV0295
 AV0295                          STATION RECOVERY (2004)
 AV0295
 AV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0295'RECOVERED AS DESCRIBED.
 AV0295
 AV0295                          STATION RECOVERY (2005)
 AV0295
 AV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AV0295'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  1.2 M WEST OF
 AV0295'DOLAND LOGO CAP ROD MARK.
 AV0295
 AV0295                          STATION RECOVERY (2005)
 AV0295
 AV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 AV0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1943 ***********************************************************************
 BJ1943  DESIGNATION -  DOLL BOLT
 BJ1943  PID         -  BJ1943
 BJ1943  STATE/COUNTY-  LA/IBERVILLE
 BJ1943  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1943
 BJ1943                         *CURRENT SURVEY CONTROL
 BJ1943  ___________________________________________________________________
 BJ1943* NAD 83(1986)-  30 18 06.     (N)    091 13 19.     (W)     SCALED    
 BJ1943* NAVD 88     -        12.15   (+/-2cm)      39.9    (feet)  VERTCON   
 BJ1943  ___________________________________________________________________
 BJ1943  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1943
 BJ1943  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1943
 BJ1943.The horizontal coordinates were scaled from a topographic map and have
 BJ1943.an estimated accuracy of +/- 6 seconds.
 BJ1943
 BJ1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1943.The vertical order pertains to the NGVD 29 superseded value.
 BJ1943
 BJ1943.The geoid height was determined by GEOID03.
 BJ1943
 BJ1943;                    North         East    Units  Estimated Accuracy
 BJ1943;SPC LA S     -   199,710.    1,010,710.      MT  (+/- 180 meters Scaled)
 BJ1943
 BJ1943                          SUPERSEDED SURVEY CONTROL
 BJ1943
 BJ1943  NGVD 29 (??/??/??)   12.173  (m)           39.94   (f) ADJUSTED    1 2
 BJ1943
 BJ1943.Superseded values are not recommended for survey control.
 BJ1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1943.See file dsdata.txt to determine how the superseded data were derived.
 BJ1943
 BJ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP709535(NAD 83)
 BJ1943_MARKER: B = BOLT
 BJ1943_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1943_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1943_STAMPING: BM DOLL
 BJ1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1943
 BJ1943  HISTORY     - Date     Condition        Report By
 BJ1943  HISTORY     - UNK      MONUMENTED       DOD
 BJ1943  HISTORY     - 1964     GOOD             CGS
 BJ1943
 BJ1943                          STATION DESCRIPTION
 BJ1943
 BJ1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1943'8.15 MI NW FROM SAINT GABRIEL.
 BJ1943'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1943'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 3.25 MILES NORTHWEST ALONG
 BJ1943'STATE HIGHWAY 75, THENCE 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 991,
 BJ1943'NEAR THE TOP OF THE MISSISSIPPI RIVER LEVEE, AT THE SITE OF AN OLD
 BJ1943'FERRY LANDING, ON THE NORTHEAST SLOPE OF THE LEVEE, 136 FEET SOUTHWEST
 BJ1943'OF THE CENTER LINE OF THE HIGHWAY, 16 1/2 FEET NORTHEAST OF THE
 BJ1943'MELODEON POINT LIGHT SIGN, NEAR LEVEE MILEAGE 208.4, 63 FEET SOUTHEAST
 BJ1943'OF THE CENTER LINE OF THE OLD FERRY LANDING ROAD, 38 1/2 FEET
 BJ1943'NORTHEAST OF THE CENTER LINE OF TOP OF LEVEE, 14 FEET SOUTHWEST OF A
 BJ1943'METAL WITNESS POST, ABOUT 3 FEET BELOW THE TOP OF LEVEE, ABOUT 25 FEET
 BJ1943'ABOVE THE LEVEL OF THE HIGHWAY, A COPPER COATED BOLT SET IN CONCRETE
 BJ1943'ABOUT 2 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ1943'THROUGH AN IRON PIPE BEARING A CAP STAMPED BM DOLL AND PROJECTS 2 FEET
 BJ1943'ABOUT THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1132 ***********************************************************************
 BJ1132  DESIGNATION -  DOLL CAP
 BJ1132  PID         -  BJ1132
 BJ1132  STATE/COUNTY-  LA/IBERVILLE
 BJ1132  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1132
 BJ1132                         *CURRENT SURVEY CONTROL
 BJ1132  ___________________________________________________________________
 BJ1132* NAD 83(1986)-  30 17 55.     (N)    091 13 24.     (W)     SCALED    
 BJ1132* NAVD 88     -        13.41   (+/-2cm)      44.0    (feet)  VERTCON   
 BJ1132  ___________________________________________________________________
 BJ1132  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1132
 BJ1132  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1132
 BJ1132.The horizontal coordinates were scaled from a topographic map and have
 BJ1132.an estimated accuracy of +/- 6 seconds.
 BJ1132
 BJ1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1132.The vertical order pertains to the NGVD 29 superseded value.
 BJ1132
 BJ1132.The geoid height was determined by GEOID03.
 BJ1132
 BJ1132;                    North         East    Units  Estimated Accuracy
 BJ1132;SPC LA S     -   199,370.    1,010,580.      MT  (+/- 180 meters Scaled)
 BJ1132
 BJ1132                          SUPERSEDED SURVEY CONTROL
 BJ1132
 BJ1132  NGVD 29 (??/??/??)   13.436  (m)           44.08   (f) ADJUSTED    1 2
 BJ1132
 BJ1132.Superseded values are not recommended for survey control.
 BJ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1132.See file dsdata.txt to determine how the superseded data were derived.
 BJ1132
 BJ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP708532(NAD 83)
 BJ1132_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1132_STAMPING: BM DOLL
 BJ1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1132
 BJ1132  HISTORY     - Date     Condition        Report By
 BJ1132  HISTORY     - 1964     MONUMENTED       DOD
 BJ1132  HISTORY     - 1964     GOOD             CGS
 BJ1132  HISTORY     - 1976     POOR             NGS
 BJ1132
 BJ1132                          STATION DESCRIPTION
 BJ1132
 BJ1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1132'8.15 MI NW FROM SAINT GABRIEL.
 BJ1132'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1132'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 3.25 MILES NORTHWEST ALONG
 BJ1132'STATE HIGHWAY 75, THENCE 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 991,
 BJ1132'NEAR THE TOP OF THE MISSISSIPPI RIVER LEVEE, AT THE SITE OF AN OLD
 BJ1132'FERRY LANDING, ON THE NORTHEAST SLOPE OF THE LEVEE, 136 FEET SOUTHWEST
 BJ1132'OF THE CENTER LINE OF THE HIGHWAY, 16 1/2 FEET NORTHEAST OF THE
 BJ1132'MELODEON POINT LIGHT SIGN, NEAR LEVEE MILEAGE 208.4, 63 FEET SOUTHEAST
 BJ1132'OF THE CENTER LINE OF THE OLD FERRY LANDING ROAD, 38 1/2 FEET
 BJ1132'NORTHEAST OF THE CENTER LINE OF TOP OF LEVEE, 14 FEET SOUTHWEST OF A
 BJ1132'METAL WITNESS POST, ABOUT 3 FEET BELOW THE TOP OF LEVEE, ABOUT 25 FEET
 BJ1132'ABOVE THE LEVEL OF THE HIGHWAY, AN IRON PIPE BEARING A CAP STAMPED BM
 BJ1132'DOLL AND PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ1132
 BJ1132                          STATION RECOVERY (1976)
 BJ1132
 BJ1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1132'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2633 ***********************************************************************
 AU2633  DESIGNATION -  DON
 AU2633  PID         -  AU2633
 AU2633  STATE/COUNTY-  LA/IBERIA
 AU2633  USGS QUAD   -  DELCAMBRE (1994)
 AU2633
 AU2633                         *CURRENT SURVEY CONTROL
 AU2633  ___________________________________________________________________
 AU2633* NAD 83(1992)-  29 56 39.90472(N)    091 56 15.93146(W)     ADJUSTED  
 AU2633* NAVD 88     -         1.9  **(meters)       6.   **(feet)  VERTCON   
 AU2633  **This station is located in a subsidence area (see below).
 AU2633  ___________________________________________________________________
 AU2633  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AU2633  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AU2633
 AU2633  HORZ ORDER  -  SECOND
 AU2633
 AU2633.The horizontal coordinates were established by classical geodetic methods
 AU2633.and adjusted by the National Geodetic Survey in January 1993..
 AU2633
 AU2633 ** The orthometric height has not been validated since last determined
 AU2633 ** by differential leveling and should not be used for control purposes.
 AU2633 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2633 ** area with valid NAVD 88 orthometric heights.
 AU2633 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2633 ** epoch indicated which incorporates improved geoid heights for the
 AU2633 ** Southern Louisiana Subsidence area.
 AU2633 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2633
 AU2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2633
 AU2633.The geoid height was determined by GEOID03.
 AU2633
 AU2633;                    North         East     Units Scale Factor Converg.
 AU2633;SPC LA S     -   160,259.374   941,653.345   MT  0.99992623   -0 18 08.0
 AU2633;SPC LA S     -   525,784.30  3,089,407.68   sFT  0.99992623   -0 18 08.0
 AU2633;UTM  15      - 3,313,100.803   602,510.724   MT  0.99972965   +0 31 49.0
 AU2633
 AU2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2633!SPC LA S     -   1.00000390  x   0.99992623  =   0.99993013
 AU2633!UTM  15      -   1.00000390  x   0.99972965  =   0.99973355
 AU2633
 AU2633|---------------------------------------------------------------------|
 AU2633| PID    Reference Object                     Distance      Geod. Az  |
 AU2633|                                                           dddmmss.s |
 AU2633| AU2632 DON LDH 1974 RM 1                    17.241 METERS 09832     |
 AU2633| CV9739 DON AZ MK                                          0984351.0 |
 AU2633| CV9740 DON RM 2                             11.195 METERS 24444     |
 AU2633| AV0593 ERATH MUNICIPAL TANK 1974           APPROX. 9.1 KM 2753117.5 |
 AU2633|---------------------------------------------------------------------|
 AU2633
 AU2633                          SUPERSEDED SURVEY CONTROL
 AU2633
 AU2633  NAD 83(1986)-  29 56 39.92532(N)    091 56 15.92539(W) AD(       ) 2
 AU2633  NAD 27      -  29 56 39.18624(N)    091 56 15.49033(W) AD(       ) 2
 AU2633  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 AU2633
 AU2633.Superseded values are not recommended for survey control.
 AU2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2633.See file dsdata.txt to determine how the superseded data were derived.
 AU2633
 AU2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0251113101(NAD 83)
 AU2633_MARKER: DD = SURVEY DISK
 AU2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2633
 AU2633  HISTORY     - Date     Condition        Report By
 AU2633  HISTORY     - 1974     MONUMENTED       LADH
 AU2633
 AU2633                          STATION DESCRIPTION
 AU2633
 AU2633'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AU2633'THE STATION IS LOCATED 6 MILES EAST-SOUTHEAST OF ERATH, 8 MILES
 AU2633'WEST-SOUTHWEST OF NEW IBERIA, IN THE NORTHEAST QUARTER OF SECTION 3,
 AU2633'T13S, R5E, AND ON THE PROPERTY OWNED BY THE SOUTHERN PACIFIC
 AU2633'RAILROAD.
 AU2633'
 AU2633'TO REACH THE STATION FROM THE VERMILION AND IBERIA PARISH LINE IN
 AU2633'DELCAMBRE ON STATE HIGHWAY 14, GO EAST ALONG STATE HIGHWAY 14 FOR
 AU2633'1.2 MILES TO A BLACKTOPPED ROAD ON THE RIGHT AND SOUTH OF STATE
 AU2633'HIGHWAY 14 AT A RAILROAD CROSSING.  CROSS THE RAILROAD AND TURN
 AU2633'EAST ALONG THE RAILROAD ON A BLACKTOPPED ROAD AND GO 1.6 MILES TO A
 AU2633'ROAD ON THE LEFT, CROSSING THE RAILROAD.  THE STATION IS SET NEAR
 AU2633'THIS CROSSING IN THE NORTHWEST QUADRANT NEAR THE RAILROAD.
 AU2633'
 AU2633'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG THE
 AU2633'BLACKTOPPED ROAD FOR 0.2 MILE TO A FIELD ROAD ON THE LEFT AND NORTH
 AU2633'OF THE HIGHWAY.  THE MARK IS SET NEAR THE FIELD ROAD AND THE
 AU2633'RAILROAD.
 AU2633'
 AU2633'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2633'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2633'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 AU2633'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2633'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU2633'STAMPED DON 1974.  THE MARK IS 60 FEET NORTH OF THE CENTER OF A
 AU2633'BLACKTOPPED ROAD, 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 AU2633'LEADING NORTH, 23 FEET NORTH-NORTHEAST OF A POWER POLE, 13 FEET
 AU2633'SOUTH OF THE SOUTH RAIL ON THE SOUTHERN PACIFIC RAILROAD, AND 2
 AU2633'FEET EAST OF A METAL WITNESS POST AND SIGN.
 AU2633'
 AU2633'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2633'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2633'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AU2633'STAMPED DON RM 1 1974.  IT IS 60 FEET NORTH OF THE CENTER OF A
 AU2633'BLACKTOPPED ROAD, 48 FEET SOUTHEAST OF THE EAST END OF A CONCRETE
 AU2633'CULVERT UNDER THE GRAVEL ROAD LEADING NORTH, 34 FEET EAST OF A
 AU2633'GRAVEL ROAD, AND 12 FEET SOUTH OF THE SOUTH RAIL ON THE
 AU2633'SOUTHERN PACIFIC RAILROAD.
 AU2633'
 AU2633'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2633'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2633'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AU2633'STAMPED DON RM 2 1974.  IT IS 55 FEET WEST OF THE CENTER OF A
 AU2633'GRAVEL ROAD, 39 FEET NORTH OF THE CENTER OF A BLACKTOPPED ROAD,
 AU2633'33 FEET SOUTH OF THE SOUTH RAIL ON THE SOUTHERN PACIFIC RAILROAD,
 AU2633'AND 24 FEET WEST OF A POWER POLE.
 AU2633'
 AU2633'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2633'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2633'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AU2633'STAMPED DON AZ. MK. 1974.  IT IS 66 FEET NORTH OF THE CENTER OF A
 AU2633'BLACKTOPPED ROAD, 58 FEET SOUTH OF A FENCE NORTH OF A RAILROAD, 14
 AU2633'FEET EAST OF THE CENTER OF A FIELD ROAD LEADING NORTH, 5.5 FEET
 AU2633'SOUTH OF THE SOUTH RAIL ON THE SOUTHER PACIFIC RAILROAD, AND 4
 AU2633'FEET NORTH OF A METAL WITNESS POST AND SIGN.
 AU2633'
 AU2633'NEAREST TOWN--DELCAMBRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2912 ***********************************************************************
 CP2912  DESIGNATION -  DON
 CP2912  PID         -  CP2912
 CP2912  STATE/COUNTY-  LA/MOREHOUSE
 CP2912  USGS QUAD   -  FISKE (1988)
 CP2912
 CP2912                         *CURRENT SURVEY CONTROL
 CP2912  ___________________________________________________________________
 CP2912* NAD 83(1992)-  32 58 25.99781(N)    091 29 10.91533(W)     ADJUSTED  
 CP2912* NAVD 88     -        29.455  (meters)      96.64   (feet)  ADJUSTED  
 CP2912  ___________________________________________________________________
 CP2912  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CP2912  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP2912  DYNAMIC HT  -          29.423 (meters)      96.53  (feet)  COMP
 CP2912  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 CP2912
 CP2912  HORZ ORDER  -  SECOND
 CP2912  VERT ORDER  -  SECOND    CLASS II
 CP2912
 CP2912.The horizontal coordinates were established by classical geodetic methods
 CP2912.and adjusted by the National Geodetic Survey in September 1999..
 CP2912
 CP2912.The orthometric height was determined by differential leveling
 CP2912.and adjusted by the National Geodetic Survey in June 1991..
 CP2912
 CP2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2912
 CP2912.The geoid height was determined by GEOID03.
 CP2912
 CP2912.The dynamic height is computed by dividing the NAVD 88
 CP2912.geopotential number by the normal gravity value computed on the
 CP2912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2912.degrees latitude (g = 980.6199 gals.).
 CP2912
 CP2912.The modeled gravity was interpolated from observed gravity values.
 CP2912
 CP2912;                    North         East     Units Scale Factor Converg.
 CP2912;SPC LA N     -   274,752.719 1,094,761.933   MT  1.00008450   +0 32 09.3
 CP2912;SPC LA N     -   901,417.88  3,591,731.44   sFT  1.00008450   +0 32 09.3
 CP2912;UTM  15      - 3,649,409.209   641,445.836   MT  0.99984669   +0 49 26.2
 CP2912
 CP2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2912!SPC LA N     -   0.99999945  x   1.00008450  =   1.00008395
 CP2912!UTM  15      -   0.99999945  x   0.99984669  =   0.99984614
 CP2912
 CP2912|---------------------------------------------------------------------|
 CP2912| PID    Reference Object                     Distance      Geod. Az  |
 CP2912|                                                           dddmmss.s |
 CP2912| CP2911 DON RM 1                             14.388 METERS 01700     |
 CP2912| CP3233 DON RM 2                             16.207 METERS 26559     |
 CP2912| CY3468 DON AZ MK                                          2680030.0 |
 CP2912| CP3234 DON AZ MK 2                         APPROX. 1.0 KM 2772157.2 |
 CP2912|---------------------------------------------------------------------|
 CP2912
 CP2912                          SUPERSEDED SURVEY CONTROL
 CP2912
 CP2912  NAD 83(1992)-  32 58 25.99859(N)    091 29 10.91335(W) AD(       ) 2
 CP2912  NAD 83(1992)-  32 58 25.99848(N)    091 29 10.91351(W) AD(       ) 2
 CP2912  NAD 83(1986)-  32 58 26.01118(N)    091 29 10.90817(W) AD(       ) 2
 CP2912  NAD 27      -  32 58 25.55602(N)    091 29 10.48424(W) AD(       ) 2
 CP2912  NGVD 29 (11/02/92)   29.51   (m)           96.8    (f) LEVELING    3  
 CP2912
 CP2912.Superseded values are not recommended for survey control.
 CP2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2912.See file dsdata.txt to determine how the superseded data were derived.
 CP2912
 CP2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4144649409(NAD 83)
 CP2912_MARKER: DS = TRIANGULATION STATION DISK
 CP2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2912_SP_SET: CONCRETE POST
 CP2912_STAMPING: DON 1970
 CP2912_MARK LOGO: LADH  
 CP2912_PROJECTION: FLUSH
 CP2912_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2912+STABILITY: SURFACE MOTION
 CP2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2912+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1986
 CP2912
 CP2912  HISTORY     - Date     Condition        Report By
 CP2912  HISTORY     - 1970     MONUMENTED       LADH
 CP2912  HISTORY     - 1986     GOOD             LADTD
 CP2912  HISTORY     - 19860709 GOOD             NGS
 CP2912
 CP2912                          STATION DESCRIPTION
 CP2912
 CP2912'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 CP2912'THE STATION IS LOCATED 9 MILES EAST OF JONES AND 10 MILES
 CP2912'NORTHWEST OF OAK GROVE IN THE SOUTHWEST QUARTER OF SECTION 18,
 CP2912'T23N, R10E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 CP2912'OF HIGHWAYS.
 CP2912'
 CP2912'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE
 CP2912'INTERSECTION OF STATE HIGHWAY 835 AND U.S. HIGHWAY 165 NORTH OF
 CP2912'JONES, DRIVE EAST ALONG STATE HIGHWAY 835 FOR 9 MILES TO THE
 CP2912'STATION WHICH IS SET ON THE LEFT AND NORTH OF THE HIGHWAY NEAR
 CP2912'A POWER POLE AND A BUILDING.
 CP2912'
 CP2912'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG
 CP2912'STATE HIGHWAY 835 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE
 CP2912'LEFT AND SOUTH OF THE HIGHWAY NEAR A POWER POLE AND A GRAVEL
 CP2912'ROAD.
 CP2912'
 CP2912'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2912'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2912'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2912'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2912'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2912'STAMPED DON 1970.  IT IS 93 FEET EAST OF THE CENTER OF A GRAVEL
 CP2912'ROAD, 62 FEET NORTH OF THE CENTER OF STATE HIGHWAY 835, 61 FEET
 CP2912'NORTHEAST OF A TELEPHONE JUNCTION BOX, 46 FEET SOUTHWEST OF
 CP2912'THE SOUTHWEST CORNER OF A BUILDING, 21 FEET NORTH OF A POWER
 CP2912'POLE, AND 2 FEET EAST OF A METAL WITNESS POST.
 CP2912'
 CP2912'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2912'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2912'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP2912'IS STAMPED DON RM 1 1970.  IT IS 107 FEET EAST - NORTHEAST OF A
 CP2912'GRAVEL ROAD, 106 FEET NORTH OF THE CENTER OF STATE HIGHWAY 835,
 CP2912'95 FEET NORTHEAST OF A TELEPHONE JUNCTION BOX, 68 FEET NORTH -
 CP2912'NORTHEAST OF A POWER POLE AND 18 FEET NORTHWEST OF THE
 CP2912'SOUTHWEST CORNER OF A BUILDING.
 CP2912'
 CP2912'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2912'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2912'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP2912'IS STAMPED DON RM 2 1970.  IT IS 91 FEET SOUTHWEST OF THE
 CP2912'SOUTHWEST CORNER OF A BUILDING, 58 FEET NORTH OF THE CENTER OF
 CP2912'STATE HIGHWAY 835, 55 FEET WEST-NORTHWEST OF A POWER POLE, 40
 CP2912'FEET EAST OF THE CENTER OF A GRAVEL DRIVE, AND 13 FEET NORTH -
 CP2912'NORTHEAST OF A TELEPHONE JUNCTION BOX.
 CP2912'
 CP2912'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2912'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2912'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP2912'IS STAMPED DON AZ MK 1970.  IT IS 41 FEET SOUTH OF THE CENTER OF
 CP2912'STATE HIGHWAY 835, 37 FEET WEST - SOUTHWEST OF THE EAST END OF
 CP2912'A METAL CULVERT, 34 FEET WEST OF A TELEPHONE JUNCTION BOX, 32
 CP2912'FEET WEST OF A POWER POLE, 18 FEET WEST OF THE CENTER OF A
 CP2912'GRAVEL ROAD, AND 3 FEET SOUTH OF A METAL WITNESS POST.
 CP2912'
 CP2912'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2912
 CP2912                          STATION RECOVERY (1986)
 CP2912
 CP2912'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2912'17.8 KM (11 MI) WEST FROM KILBOURNE.
 CP2912'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP2912'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP2912'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR
 CP2912'5.2 KM (3.3 MI) TO THE STATION MARK ON THE NORTH SIDE OF THE HIGHWAY
 CP2912'SET NEAR A POWER POLE AND OLD BUILDING, 28.4 METERS (93 FEET) EAST OF
 CP2912'THE CENTER OF A GRAVEL ROAD, 18.9 METERS (62 FEET) NORTH OF THE CENTER
 CP2912'OF STATE HIGHWAY 835, 18.6 METERS (61 FEET) NORTH OF A TELEPHONE
 CP2912'JUNCTION BOX, 14 METERS (46 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF
 CP2912'A BUILDING AND 6.4 METERS (21 FEET) NORTH OF A POWER POLE.
 CP2912'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP2912'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP2912
 CP2912                          STATION RECOVERY (1986)
 CP2912
 CP2912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP2912'THE STATION IS LOCATED ABOUT 14.5 KM (9 MILES) EAST OF JONES AND 16.1
 CP2912'KM (10 MILES) NORTHWEST OF OAK GROVE IN THE SOUTHWEST QUARTER OF
 CP2912'SECTION 18, T 23 N, R 10 E.
 CP2912' 
 CP2912'OWNERSHIP- UNKNOWN AT THIS TIME.
 CP2912' 
 CP2912'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 165 AND STATE
 CP2912'HIGHWAY 835 NORTH OF JONES, DRIVE EAST ON HIGHWAY 835 FOR 14.5 KM (9
 CP2912'MILES) TO THE STATION ON THE LEFT NEAR A POWER POLE AND A BUILDING.
 CP2912' 
 CP2912'THE STATION IS A STANDARD LADH DISK STAMPED--DON 1970--, SET INTO THE
 CP2912'TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH
 CP2912'WITH GROUND LOCATED 28.3 METERS (93 FT) E FROM THE CENTER OF A GRAVEL
 CP2912'ROAD, 18.9 METERS (62 FT) N FROM THE CENTER OF HIGHWAY 835, 18.6
 CP2912'METERS (61 FT) NE FROM A TELEPHONE JUNCTION BOX, 6.4 METERS (21 FT) N
 CP2912'FROM A POWER POLE, AND 0.6 METER (2 FT) E FROM A METAL WITNESS POST
 CP2912'WITH SIGN ATTACHED.
 CP2912' 
 CP2912'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 CP2912' 
 CP2912'REFERENCE MARK NO 1 IS A STANDARD LADH DISK STAMPED--DON RM 1 1970--,
 CP2912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 CP2912'DIAMETER FLUSH WITH GROUND LOCATED 32.6 METERS (107 FT) E FROM THE
 CP2912'CENTER OF A GRAVEL ROAD, 32.3 METERS (106 FT) N FROM THE CENTER OF
 CP2912'HIGHWAY 835, 20.7 METERS (68 FT) NNE FROM A POWER POLE, AND 5.5 METERS
 CP2912'(18 FT) NW FROM THE SOUTHWEST CORNER OF A BUILDING.
 CP2912' 
 CP2912'REFERENCE MARK NO 2 IS A STANDARD LADH DISK STAMPED--DON RM 2 1970--,
 CP2912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 CP2912'DIAMETER RECESSED 5 CM OR 2 INCHES BELOW THE GROUND LOCATED 17.7
 CP2912'METERS (58 FT) N FROM THE CENTER OF HIGHWAY 835, 16.8 METERS (55 FT)
 CP2912'WNW FROM A POWER POLE, 12.2 METERS (40 FT) E FROM THE CENTER OF GRAVEL
 CP2912'DRIVE, AND 4 METERS (13 FT) NNE FROM A TELEPHONE JUNCTION BOX.
 CP2912' 
 CP2912'AZIMUTH MARK NO 2 IS A STANDARD LADTD DISK STAMPED--DON 1970 AZ MK NO
 CP2912'2 1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP2912'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 20.7 METERS (68 FT) E
 CP2912'FROM THE CENTER OF DOOR ON GRAIN BIN NO 8, 12.2 METERS (40 FT) W FROM
 CP2912'THE CENTER OF GRAVEL ROAD, 1.8 METERS (6 FT) S FROM A POWER SERVICE
 CP2912'POLE, AND 1.1 METER (3.5 FT) NE FROM A METAL WITNESS POST WITH SIGN
 CP2912'ATTACHED.
 CP2912' 
 CP2912'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO WEST ON HIGHWAY
 CP2912'835 FOR ABOUT 1 KM (0.6 MILE) TO A GRAVEL ROAD ON THE RIGHT, THENCE
 CP2912'NORTH (RIGHT) ON THE GRAVEL ROAD FOR 0.2 KM (0.1 MILE) TO THE MARK ON
 CP2912'THE LEFT AT GRAIN STORAGE BINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3061 ***********************************************************************
 BX3061  DESIGNATION -  DON
 BX3061  PID         -  BX3061
 BX3061  STATE/COUNTY-  LA/DE SOTO
 BX3061  USGS QUAD   -  LOGANSPORT EAST (1984)
 BX3061
 BX3061                         *CURRENT SURVEY CONTROL
 BX3061  ___________________________________________________________________
 BX3061* NAD 83(1992)-  31 56 21.66304(N)    093 53 39.78477(W)     ADJUSTED  
 BX3061* NAVD 88     -        83.1    (meters)     273.     (feet)  VERTCON   
 BX3061  ___________________________________________________________________
 BX3061  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BX3061  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX3061
 BX3061  HORZ ORDER  -  SECOND
 BX3061
 BX3061.The horizontal coordinates were established by classical geodetic methods
 BX3061.and adjusted by the National Geodetic Survey in February 1996..
 BX3061
 BX3061.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3061
 BX3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3061
 BX3061.The geoid height was determined by GEOID03.
 BX3061
 BX3061;                    North         East     Units Scale Factor Converg.
 BX3061;SPC LA N     -   160,435.972   868,168.425   MT  0.99991481   -0 44 14.0
 BX3061;SPC LA N     -   526,363.68  2,848,315.91   sFT  0.99991481   -0 44 14.0
 BX3061;UTM  15      - 3,534,062.293   415,463.504   MT  0.99968813   -0 28 23.4
 BX3061
 BX3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3061!SPC LA N     -   0.99999099  x   0.99991481  =   0.99990580
 BX3061!UTM  15      -   0.99999099  x   0.99968813  =   0.99967912
 BX3061
 BX3061:                Primary Azimuth Mark                     Grid Az
 BX3061:SPC LA N     -  DON AZ MK                                019 19 01.0
 BX3061:UTM  15      -  DON AZ MK                                019 03 10.4
 BX3061
 BX3061|---------------------------------------------------------------------|
 BX3061| PID    Reference Object                     Distance      Geod. Az  |
 BX3061|                                                           dddmmss.s |
 BX3061| CV7522 DON AZ MK                                          0183447.0 |
 BX3061| CV7523 DON RM 1                             12.443 METERS 09450     |
 BX3061| BX3051 HUNTER LOOKOUT TOWER                APPROX. 4.3 KM 1060708.0 |
 BX3061| BX3060 DON LDH 1971 A PT                     9.672 METERS 15057     |
 BX3061| CV7524 DON RM 2                             19.964 METERS 22640     |
 BX3061|---------------------------------------------------------------------|
 BX3061
 BX3061                          SUPERSEDED SURVEY CONTROL
 BX3061
 BX3061  NAD 83(1992)-  31 56 21.66534(N)    093 53 39.78305(W) AD(       ) 2
 BX3061  NAD 83(1986)-  31 56 21.67128(N)    093 53 39.78094(W) AD(       ) 2
 BX3061  NAD 27      -  31 56 21.06898(N)    093 53 39.10365(W) AD(       ) 2
 BX3061  NGVD 29 (07/19/86)   83.2    (m)          273.     (f) VERT ANG       
 BX3061
 BX3061.Superseded values are not recommended for survey control.
 BX3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3061.See file dsdata.txt to determine how the superseded data were derived.
 BX3061
 BX3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR1546434062(NAD 83)
 BX3061_MARKER: DD = SURVEY DISK
 BX3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3061
 BX3061  HISTORY     - Date     Condition        Report By
 BX3061  HISTORY     - 1971     MONUMENTED       LADH
 BX3061  HISTORY     - 19970208 GOOD             USPSQD
 BX3061
 BX3061                          STATION DESCRIPTION
 BX3061
 BX3061'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX3061'THE STATION IS LOCATED 1.6 MILES SOUTH OF STANLEY, 7 MILES SOUTHEAST
 BX3061'OF LOGANSPORT AND 12.5 MILES SOUTHWEST OF MANSFIELD, IN THE
 BX3061'SOUTHWEST 1/4 OF SECTION 15, T11N, R15W, AND ON THE PROPERTY OWNED
 BX3061'BY CHARLES DON EDWARDS, ADDRESS LOGANSPORT, LOUISIANA DRAWER.
 BX3061'
 BX3061'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 84 AND STATE
 BX3061'HIGHWAY 174 IN STANLEY, DRIVE SOUTH ALONG HIGHWAY 174 FOR 1.6 MILES
 BX3061'TO A FIELD ON THE RIGHT AND A FENCE WITH 2 GATES, TURN RIGHT AND GO
 BX3061'THROUGH THE SOUTH GATE AND DRIVE WEST ON THE FIELD ROAD FOR 0.05
 BX3061'MILE TO A GAP ON THE RIGHT, GO NORTH ON A TRAIL FOR 0.05 MILE TO THE
 BX3061'STATION WHICH IS SET NEAR AN EAST-WEST FENCE AND A LARGE PINE
 BX3061'TREE.
 BX3061'
 BX3061'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U. S. HIGHWAY 84 AND
 BX3061'STATE HIGHWAY 174 IN STANLEY, DRIVE SOUTH ON STATE HIGHWAY 174 FOR
 BX3061'1.4 MILES.  THE MARK IS SET ON THE LEFT AND EAST OF THE HIGHWAY
 BX3061'NEAR A FENCE AND A FIELD GATE.
 BX3061'
 BX3061'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3061'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3061'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3061'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3061'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3061'STAMPED DON 1971.  THE MARK IS APPOXIMATELY 300 FEET WEST OF STATE
 BX3061'HIGHWAY 174, 78 FEET EAST OF A FENCE CORNER, 40 FEET SOUTHWEST OF
 BX3061'A 48 INCH PINE TREE, 3 FEET EAST-SOUTHEAST OF A 4 INCH PINE TREE,
 BX3061'2.5 FEET SOUTH OF A FENCE, AND 2 FEET SOUTH OF A METAL WITNESS
 BX3061'POST AND SIGN.
 BX3061'
 BX3061'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3061'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3061'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3061'STAMPED DON R. M. 1 1971.  IT IS 44 FEET SOUTH-SOUTHWEST OF A 30
 BX3061'INCH PINE TREE, 30 FEET SOUTH-SOUTHEAST OF A 48 INCH PINE TREE AND 6
 BX3061'FEET SOUTH OF A FENCE.
 BX3061'
 BX3061'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3061'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3061'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3061'STAMPED DON R. M. 2 1971.  IT IS 64 FEET SOUTHEAST OF A FENCE
 BX3061'CORNER, 44 FEET SOUTH OF AN EAST-WEST FENCE, 22 FEET
 BX3061'EAST-NORTHEAST OF A NORTH-SOUTH FENCE, AND 8.5 FEET NORTH OF A 14
 BX3061'INCH PINE TREE.
 BX3061'
 BX3061'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3061'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3061'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3061'STAMPED DON AZ. MK. 1971.  IT IS 62 FEET NORTH OF A POWER POLE
 BX3061'WITH TRANSFORMER, 46 FEET EAST OF THE CENTER OF STATE HIGHWAY 174,
 BX3061'18 FEET NORTHWEST OF THE CENTER OF A METAL FIELD GATE, 5 FEET
 BX3061'EAST OF A FENCE AND 3.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BX3061'
 BX3061'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX3061
 BX3061                          STATION RECOVERY (1997)
 BX3061
 BX3061'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3234 ***********************************************************************
 CP3234  DESIGNATION -  DON AZ MK 2
 CP3234  PID         -  CP3234
 CP3234  STATE/COUNTY-  LA/MOREHOUSE
 CP3234  USGS QUAD   -  FISKE (1988)
 CP3234
 CP3234                         *CURRENT SURVEY CONTROL
 CP3234  ___________________________________________________________________
 CP3234* NAD 83(1992)-  32 58 30.17734(N)    091 29 49.28824(W)     ADJUSTED  
 CP3234* NAVD 88     -        29.842  (meters)      97.91   (feet)  ADJUSTED  
 CP3234  ___________________________________________________________________
 CP3234  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CP3234  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3234  DYNAMIC HT  -          29.810 (meters)      97.80  (feet)  COMP
 CP3234  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 CP3234
 CP3234  HORZ ORDER  -  THIRD
 CP3234  VERT ORDER  -  SECOND    CLASS II
 CP3234
 CP3234.The horizontal coordinates were established by classical geodetic methods
 CP3234.and adjusted by the National Geodetic Survey in September 1999..
 CP3234.No horizontal observational check was made to the station.
 CP3234
 CP3234.The orthometric height was determined by differential leveling
 CP3234.and adjusted by the National Geodetic Survey in June 1991..
 CP3234
 CP3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3234
 CP3234.The geoid height was determined by GEOID03.
 CP3234
 CP3234.The dynamic height is computed by dividing the NAVD 88
 CP3234.geopotential number by the normal gravity value computed on the
 CP3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3234.degrees latitude (g = 980.6199 gals.).
 CP3234
 CP3234.The modeled gravity was interpolated from observed gravity values.
 CP3234
 CP3234;                    North         East     Units Scale Factor Converg.
 CP3234;SPC LA N     -   274,872.210 1,093,764.276   MT  1.00008487   +0 31 49.0
 CP3234;SPC LA N     -   901,809.91  3,588,458.30   sFT  1.00008487   +0 31 49.0
 CP3234;UTM  15      - 3,649,523.657   640,447.830   MT  0.99984322   +0 49 05.4
 CP3234
 CP3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3234!SPC LA N     -   0.99999939  x   1.00008487  =   1.00008426
 CP3234!UTM  15      -   0.99999939  x   0.99984322  =   0.99984261
 CP3234
 CP3234                          SUPERSEDED SURVEY CONTROL
 CP3234
 CP3234  NAD 83(1992)-  32 58 30.17812(N)    091 29 49.28626(W) AD(       ) 3
 CP3234  NAD 83(1992)-  32 58 30.17802(N)    091 29 49.28642(W) AD(       ) 3
 CP3234  NAD 83(1986)-  32 58 30.19083(N)    091 29 49.28106(W) AD(       ) 3
 CP3234  NGVD 29 (11/02/92)   29.89   (m)           98.1    (f) LEVELING    3  
 CP3234
 CP3234.Superseded values are not recommended for survey control.
 CP3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3234.See file dsdata.txt to determine how the superseded data were derived.
 CP3234
 CP3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4044849524(NAD 83)
 CP3234_MARKER: DZ = AZIMUTH MARK DISK
 CP3234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3234_SP_SET: CONCRETE POST
 CP3234_STAMPING: DON 1970 AZ MK NO 2 1986
 CP3234_MARK LOGO: LADTD 
 CP3234_PROJECTION: FLUSH
 CP3234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3234+STABILITY: SURFACE MOTION
 CP3234
 CP3234  HISTORY     - Date     Condition        Report By
 CP3234  HISTORY     - 1986     MONUMENTED       LADTD
 CP3234
 CP3234                          STATION DESCRIPTION
 CP3234
 CP3234'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3234'18.7 KM (11.6 MI) WEST FROM KILBOURNE.
 CP3234'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3234'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3234'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR 6.3
 CP3234'KM (3.9 MI) TO A GRAVEL ROAD ON THE NORTH SIDE OF THE HIGHWAY, THENCE
 CP3234'NORTH (RIGHT) ON THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE AZIMUTH
 CP3234'MARK ON THE LEFT AT SOME GRAIN STORAGE BINS, 20.7 METERS (68 FEET)
 CP3234'EAST OF THE CENTER OF A DOOR ON GRAIN BIN NUMBER 8, 12.2 METERS
 CP3234'(40 FEET) WEST OF THE CENTER OF THE GRAVEL ROAD AND 1.8 METERS
 CP3234'(6 FEET) SOUTH OF A POWER POLE.
 CP3234'THE MARK IS 1.07 METERS  NE FROM A WITNESS POST.
 CP3234'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2911 ***********************************************************************
 CP2911  DESIGNATION -  DON RM 1
 CP2911  PID         -  CP2911
 CP2911  STATE/COUNTY-  LA/MOREHOUSE
 CP2911  USGS QUAD   -  FISKE (1988)
 CP2911
 CP2911                         *CURRENT SURVEY CONTROL
 CP2911  ___________________________________________________________________
 CP2911* NAD 83(1992)-  32 58 26.     (N)    091 29 10.     (W)     SCALED    
 CP2911* NAVD 88     -        29.611  (meters)      97.15   (feet)  ADJUSTED  
 CP2911  ___________________________________________________________________
 CP2911  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP2911  DYNAMIC HT  -          29.579 (meters)      97.04  (feet)  COMP
 CP2911  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 CP2911
 CP2911  VERT ORDER  -  SECOND    CLASS II
 CP2911
 CP2911.The horizontal coordinates were scaled from a topographic map and have
 CP2911.an estimated accuracy of +/- 6 seconds.
 CP2911
 CP2911.The orthometric height was determined by differential leveling
 CP2911.and adjusted by the National Geodetic Survey in June 1991..
 CP2911
 CP2911.The geoid height was determined by GEOID03.
 CP2911
 CP2911.The dynamic height is computed by dividing the NAVD 88
 CP2911.geopotential number by the normal gravity value computed on the
 CP2911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2911.degrees latitude (g = 980.6199 gals.).
 CP2911
 CP2911.The modeled gravity was interpolated from observed gravity values.
 CP2911
 CP2911;                    North         East    Units  Estimated Accuracy
 CP2911;SPC LA N     -   274,750.    1,094,790.      MT  (+/- 180 meters Scaled)
 CP2911
 CP2911                          SUPERSEDED SURVEY CONTROL
 CP2911
 CP2911  NGVD 29 (11/02/92)   29.66   (m)           97.3    (f) LEVELING    3  
 CP2911
 CP2911.Superseded values are not recommended for survey control.
 CP2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2911.See file dsdata.txt to determine how the superseded data were derived.
 CP2911
 CP2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS414494(NAD 83)
 CP2911_MARKER: DR = REFERENCE MARK DISK
 CP2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2911_SP_SET: CONCRETE POST
 CP2911_STAMPING: DON RM 1 1970
 CP2911_MARK LOGO: LADH  
 CP2911_PROJECTION: PROJECTING 5 CENTIMETERS
 CP2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2911+STABILITY: SURFACE MOTION
 CP2911
 CP2911  HISTORY     - Date     Condition        Report By
 CP2911  HISTORY     - 1970     MONUMENTED       LADH
 CP2911  HISTORY     - 1986     GOOD             LADTD
 CP2911
 CP2911                          STATION DESCRIPTION
 CP2911
 CP2911'DESCRIBED BY LA TRANSP AND DEV 1986
 CP2911'17.8 KM (11 MI) WEST FROM KILBOURNE.
 CP2911'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP2911'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP2911'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR 5.2
 CP2911'KM (3.3 MI) TO THE REFERENCE MARK ON THE NORTH SIDE OF THE HIGHWAY,
 CP2911'32.6 METERS (107 FEET) EAST-NORTHEAST OF A GRAVEL ROAD, 32.3 METERS
 CP2911'(106 FEET) NORTH OF THE CENTER OF STATE HIGHWAY 835, 29 METERS
 CP2911'(95 FEET) NORTHEAST OF A TELEPHONE JUNCTION BOX, 20.7 METERS (68 FEET)
 CP2911'NORTH-NORTHEAST OF A POWER POLE AND 5.5 METERS (18 FEET) NORTHWEST OF
 CP2911'THE SOUTHWEST CORNER OF A BUILDING.
 CP2911'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3233 ***********************************************************************
 CP3233  DESIGNATION -  DON RM 2
 CP3233  PID         -  CP3233
 CP3233  STATE/COUNTY-  LA/MOREHOUSE
 CP3233  USGS QUAD   -  FISKE (1988)
 CP3233
 CP3233                         *CURRENT SURVEY CONTROL
 CP3233  ___________________________________________________________________
 CP3233* NAD 83(1992)-  32 58 25.96095(N)    091 29 11.53792(W)     ADJUSTED  
 CP3233* NAVD 88     -        29.494  (meters)      96.76   (feet)  ADJUSTED  
 CP3233  ___________________________________________________________________
 CP3233  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CP3233  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3233  DYNAMIC HT  -          29.463 (meters)      96.66  (feet)  COMP
 CP3233  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 CP3233
 CP3233  HORZ ORDER  -  THIRD
 CP3233  VERT ORDER  -  SECOND    CLASS II
 CP3233
 CP3233.The horizontal coordinates were established by classical geodetic methods
 CP3233.and adjusted by the National Geodetic Survey in September 1999..
 CP3233
 CP3233.The orthometric height was determined by differential leveling
 CP3233.and adjusted by the National Geodetic Survey in June 1991..
 CP3233
 CP3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3233
 CP3233.The geoid height was determined by GEOID03.
 CP3233
 CP3233.The dynamic height is computed by dividing the NAVD 88
 CP3233.geopotential number by the normal gravity value computed on the
 CP3233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3233.degrees latitude (g = 980.6199 gals.).
 CP3233
 CP3233.The modeled gravity was interpolated from observed gravity values.
 CP3233
 CP3233;                    North         East     Units Scale Factor Converg.
 CP3233;SPC LA N     -   274,751.432 1,094,745.776   MT  1.00008450   +0 32 08.9
 CP3233;SPC LA N     -   901,413.66  3,591,678.43   sFT  1.00008450   +0 32 08.9
 CP3233;UTM  15      - 3,649,407.841   641,429.689   MT  0.99984663   +0 49 25.9
 CP3233
 CP3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3233!SPC LA N     -   0.99999944  x   1.00008450  =   1.00008394
 CP3233!UTM  15      -   0.99999944  x   0.99984663  =   0.99984607
 CP3233
 CP3233                          SUPERSEDED SURVEY CONTROL
 CP3233
 CP3233  NAD 83(1992)-  32 58 25.96173(N)    091 29 11.53594(W) AD(       ) 3
 CP3233  NAD 83(1992)-  32 58 25.96163(N)    091 29 11.53610(W) AD(       ) 3
 CP3233  NAD 83(1986)-  32 58 25.97440(N)    091 29 11.53079(W) AD(       ) 3
 CP3233  NGVD 29 (11/02/92)   29.55   (m)           96.9    (f) LEVELING    3  
 CP3233
 CP3233.Superseded values are not recommended for survey control.
 CP3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3233.See file dsdata.txt to determine how the superseded data were derived.
 CP3233
 CP3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4143049408(NAD 83)
 CP3233_MARKER: DR = REFERENCE MARK DISK
 CP3233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3233_SP_SET: CONCRETE POST
 CP3233_STAMPING: DON RM 2 1970
 CP3233_MARK LOGO: LADH  
 CP3233_PROJECTION: PROJECTING 5 CENTIMETERS
 CP3233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3233+STABILITY: SURFACE MOTION
 CP3233
 CP3233  HISTORY     - Date     Condition        Report By
 CP3233  HISTORY     - 1970     MONUMENTED       LADH
 CP3233  HISTORY     - 1986     GOOD             LADTD
 CP3233
 CP3233                          STATION DESCRIPTION
 CP3233
 CP3233'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3233'17.8 KM (11 MI) WEST FROM KILBOURNE.
 CP3233'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3233'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3233'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR 5.2
 CP3233'KM (3.3 MI) TO THE REFERENCE MARK ON THE NORTH SIDE OF THE HIGHWAY,
 CP3233'27.7 METERS (91 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING,
 CP3233'17.7 METERS (58 FEET) NORTH OF THE CENTER OF STATE HIGHWAY 835, 16.8
 CP3233'METERS (55 FEET) WEST-NORTHWEST OF A POWER POLE, 12.2 METERS (40 FEET)
 CP3233'EAST OF THE CENTER OF A GRAVEL DRIVE AND 4 METERS (13 FEET) NORTH-
 CP3233'NORTHEAST OF A TELEPHONE JUNCTION BOX.
 CP3233'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1301 ***********************************************************************
 AT1301  DESIGNATION -  DONA
 AT1301  PID         -  AT1301
 AT1301  STATE/COUNTY-  LA/PLAQUEMINES
 AT1301  USGS QUAD   -  LAKE BATOLA (1992)
 AT1301
 AT1301                         *CURRENT SURVEY CONTROL
 AT1301  ___________________________________________________________________
 AT1301* NAD 83(1992)-  29 40 55.04890(N)    089 51 45.37047(W)     ADJUSTED  
 AT1301* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1301  **This station is located in a subsidence area (see below).
 AT1301  ___________________________________________________________________
 AT1301  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1301  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AT1301
 AT1301  HORZ ORDER  -  SECOND
 AT1301
 AT1301.The horizontal coordinates were established by classical geodetic methods
 AT1301.and adjusted by the National Geodetic Survey in January 1993..
 AT1301
 AT1301 ** The orthometric height has not been validated since last determined
 AT1301 ** by differential leveling and should not be used for control purposes.
 AT1301 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1301 ** area with valid NAVD 88 orthometric heights.
 AT1301 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1301 ** epoch indicated which incorporates improved geoid heights for the
 AT1301 ** Southern Louisiana Subsidence area.
 AT1301 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1301.The orthometric height was scaled from a topographic map.
 AT1301
 AT1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1301
 AT1301.The geoid height was determined by GEOID03.
 AT1301
 AT1301;                    North         East     Units Scale Factor Converg.
 AT1301;SPC LA S     -   131,927.462 1,142,343.323   MT  0.99994114   +0 44 07.4
 AT1301;SPC LA S     -   432,832.01  3,747,838.05   sFT  0.99994114   +0 44 07.4
 AT1301;UTM  16      - 3,286,973.255   222,973.310   MT  1.00054701   -1 25 06.3
 AT1301
 AT1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1301!SPC LA S     -   1.00000396  x   0.99994114  =   0.99994510
 AT1301!UTM  16      -   1.00000396  x   1.00054701  =   1.00055097
 AT1301
 AT1301:                Primary Azimuth Mark                     Grid Az
 AT1301:SPC LA S     -  POINTE A LA HACHE WATER TANK             152 06 16.8
 AT1301:UTM  16      -  POINTE A LA HACHE WATER TANK             154 15 30.5
 AT1301
 AT1301|---------------------------------------------------------------------|
 AT1301| PID    Reference Object                     Distance      Geod. Az  |
 AT1301|                                                           dddmmss.s |
 AT1301| AT1304 POINTE A LA HACHE WATER TANK        APPROX.11.9 KM 1525024.2 |
 AT1301| DD6598 DONA RM 1                            32.930 METERS 15952     |
 AT1301| AT1322 PHOENIX RELAY TOWER                 APPROX. 7.5 KM 2290145.7 |
 AT1301| DD6599 DONA RM 2                            33.086 METERS 25021     |
 AT1301| AT1326 ST ROSALIE MICROWAVE MAST           APPROX.11.3 KM 2593200.4 |
 AT1301| DD6597 DONA AZ MK                                         2651040.5 |
 AT1301| AT1364 CHALMETTE KAISER ALUM STACK         APPROX.30.8 KM 3383459.9 |
 AT1301|---------------------------------------------------------------------|
 AT1301
 AT1301                          SUPERSEDED SURVEY CONTROL
 AT1301
 AT1301  NAD 83(1986)-  29 40 55.06104(N)    089 51 45.37349(W) AD(       ) 2
 AT1301  NAD 27      -  29 40 54.30500(N)    089 51 45.12700(W) AD(       ) 2
 AT1301
 AT1301.Superseded values are not recommended for survey control.
 AT1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1301.See file dsdata.txt to determine how the superseded data were derived.
 AT1301
 AT1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2297386973(NAD 83)
 AT1301_MARKER: DS = TRIANGULATION STATION DISK
 AT1301_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1301_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1301
 AT1301  HISTORY     - Date     Condition        Report By
 AT1301  HISTORY     - 1934     MONUMENTED       CGS
 AT1301  HISTORY     - 1948     GOOD             BAKER
 AT1301  HISTORY     - 1966     GOOD             CGS
 AT1301  HISTORY     - 1972     GOOD             NGS
 AT1301
 AT1301                          STATION DESCRIPTION
 AT1301
 AT1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1301'ABOUT 8 MILES NE
 AT1301'OF POINTE A LA
 AT1301'HACHE ON THE S BANK OF THE OAK RIVER (RIVER AUX
 AT1301'CHENES) AT A POINT ABOUT 100 FEET
 AT1301'W OF THE JUNCTION OF THE OAK
 AT1301'RIVER AND ORANGE BAYOU, 75 FEET W OF A TRAPPERS CAMP
 AT1301'WHICH IS ON
 AT1301'THE S BANK OF THE RIVER AT THIS POINT, AND ON HIGH WELL-DRAINED
 AT1301'LAND ABOUT 100
 AT1301'FEET FROM THE RIVERS EDGE.  THE STATION IS MARKED
 AT1301'BY A STANDARD BRONZE DISK SET IN
 AT1301'CONCRETE AT THE TOP OF A TILE,
 AT1301'REFERENCE MARK NO. 1 IS A
 AT1301'STANDARD BRONZE
 AT1301'REFERENCE DISK SET IN CONCRETE AT THE TOP OF A TILE,
 AT1301'IS 32.938 METERS (105.06 FEET) FROM THE STATION.
 AT1301'REFERENCE MARK NO. 2 IS A STANDARD BRONZE
 AT1301'REFERENCE DISK SET IN CONCRETE AT THE TOP OF A TILE,
 AT1301'IS 33.082 METERS (108.54 FEET) FROM THE STATION.
 AT1301'THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 AT1301'46.852 METERS (153.71 FEET).  THE
 AT1301'CUPOLA OF THE COURTHOUSE AT
 AT1301'POINTE A LA HACHE, USED AS AN AZIMUTH MARK,
 AT1301'S 29 DEG 21 MIN E.
 AT1301'AND A LARGE SMOKESTACK AT MYRTLE GROVE, USED AS AN AZIMUTH
 AT1301'MARK, IS S 61 DEG 27 MIN W.
 AT1301
 AT1301                          STATION RECOVERY (1948)
 AT1301
 AT1301'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948
 AT1301'STATION RECOVERED IN GOOD CONDITION.
 AT1301
 AT1301                          STATION RECOVERY (1966)
 AT1301
 AT1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1301'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 AT1301'GOOD CONDITION.
 AT1301'REFERENCE MARK 2 WAS FOUND WITH TILE AROUND CONCRETE
 AT1301'CYLINDER BROKEN BUT MARK STURDY.
 AT1301'AN AZIMUTH MARK WAS ESTABLISHED AT
 AT1301'THIS TIME.  THE DISTANCE TO REFERENCE MARKS CHECKED
 AT1301'BUT THE DIRECTION
 AT1301'TO BOTH MARKS DID NOT CHECK WITH ORIGINAL DESCRIPTION.  DUE TO
 AT1301'VARIOUS REASONS, A
 AT1301'COMPLETE NEW DESCRIPTION FOLLOWS-
 AT1301'
 AT1301'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF BELLE CHASSE, 8
 AT1301'MILES NORTHWEST OF
 AT1301'POINTE A LA HACHE, 7 MILES SOUTH OF SOUTHWEST CORNER
 AT1301'OF LAKE LERY, 1-1/2 MILES SOUTH OF
 AT1301'SOUTH EDGE OF GRAND LAKE AND AT
 AT1301'THE JUNCTION OF RIVER AUX CHENES AND ORANGE BAYOU.
 AT1301'
 AT1301'STATION MARK, A STANDARD DISK STAMPED DONA 1934, IS SET IN TOP
 AT1301'OF A CONCRETE
 AT1301'FILLED 8 INCH TILE WHICH PROJECTS ABOUT 8 INCHES.  THE MARK
 AT1301'IS 40 FEET SOUTH OF SOUTH SIDE
 AT1301'OF CANAL, 31 FEET SOUTHWEST OF WEST ONE
 AT1301'OF A ROW OF TREES AND 1 FOOT SOUTH OF WITNESS POST.
 AT1301'
 AT1301'REFERENCE MARK 1, A STANDARD DISK STAMPED DONA NO 1 1934, IS SET
 AT1301'IN TOP OF A
 AT1301'CONCRETE FILLED 8 INCH TILE WHICH IF SET FLUSH.  THE MARK IS
 AT1301'135 FEET SOUTH OF SOUTH SIDE
 AT1301'OF CANAL AND 108 FEET SOUTH OF WITNESS POST.
 AT1301'
 AT1301'REFERENCE MARK 2, A STANDARD DISK STAMPED DONA NO 2 1934, IS SET
 AT1301'IN TOP OF A
 AT1301'CONCRETE FILLED 8 INCH TILE WHICH IS SET FLUSH.  THE MARK IS
 AT1301'109 FEET SOUTHWEST OF WITNESS
 AT1301'POST AND 84 FEET SOUTH OF SOUTH SIDE OF CANAL.
 AT1301'
 AT1301'AZIMUTH MARK, A STANDARD DISK STAMPED DONA 1934 1966, IS CRIMPED
 AT1301'TO TOP OF 5/8 INCH
 AT1301'COPPER WELD GROUND ROD WHICH IS 32 FEET LONG AND IS
 AT1301'INCASED IN A 4 INCH ORANGEBURG SOIL
 AT1301'PIPE WHICH PROJECTS ABOUT 2 FEET.
 AT1301'THE MARK IS 70 FEET SOUTH OF SOUTH SIDE OF CANAL AND 1
 AT1301'FOOT EAST OF WITNESS POST.
 AT1301'
 AT1301'NOTICE- STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1301'
 AT1301'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 AT1301
 AT1301                          STATION RECOVERY (1972)
 AT1301
 AT1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 AT1301'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS THEY
 AT1301'WERE DESCRIBED IN THE 1966 DESCRIPTION.
 AT1301'
 AT1301'A HELICOPTER WAS USED TO VISIT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1328 ***********************************************************************
 DL1328  DESIGNATION -  DONAGHEY
 DL1328  PID         -  DL1328
 DL1328  STATE/COUNTY-  LA/UNION
 DL1328  USGS QUAD   -  STRONG (1981)
 DL1328
 DL1328                         *CURRENT SURVEY CONTROL
 DL1328  ___________________________________________________________________
 DL1328* NAD 83(1992)-  33 00 35.28906(N)    092 21 59.87213(W)     ADJUSTED  
 DL1328* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 DL1328  ___________________________________________________________________
 DL1328  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DL1328  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DL1328
 DL1328  HORZ ORDER  -  SECOND
 DL1328
 DL1328.The horizontal coordinates were established by classical geodetic methods
 DL1328.and adjusted by the National Geodetic Survey in September 1999..
 DL1328
 DL1328.The orthometric height was scaled from a topographic map.
 DL1328
 DL1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1328
 DL1328.The geoid height was determined by GEOID03.
 DL1328
 DL1328;                    North         East     Units Scale Factor Converg.
 DL1328;SPC LA N     -   278,300.616 1,012,463.566   MT  1.00009627   +0 04 13.8
 DL1328;SPC LA N     -   913,057.94  3,321,724.22   sFT  1.00009627   +0 04 13.8
 DL1328;SPC AR S     -   438,120.832   365,738.366   MT  1.00007699   -0 12 18.7
 DL1328;SPC AR S     - 1,437,401.43  1,199,926.62   sFT  1.00007699   -0 12 18.7
 DL1328;UTM  15      - 3,652,551.796   559,160.629   MT  0.99964315   +0 20 42.2
 DL1328
 DL1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1328!SPC LA N     -   0.99999187  x   1.00009627  =   1.00008814
 DL1328!SPC AR S     -   0.99999187  x   1.00007699  =   1.00006886
 DL1328!UTM  15      -   0.99999187  x   0.99964315  =   0.99963503
 DL1328
 DL1328:                Primary Azimuth Mark                     Grid Az
 DL1328:SPC LA N     -  TAUNTON                                  015 38 03.5
 DL1328:SPC AR S     -  TAUNTON                                  015 54 36.0
 DL1328:UTM  15      -  TAUNTON                                  015 21 35.1
 DL1328
 DL1328|---------------------------------------------------------------------|
 DL1328| PID    Reference Object                     Distance      Geod. Az  |
 DL1328|                                                           dddmmss.s |
 DL1328| DL1326 TAUNTON                             APPROX. 4.1 KM 0154217.3 |
 DL1328| CQ2710 OAKLAND MID VALLEY PLINE E MST      APPROX. 2.8 KM 1304315.4 |
 DL1328| CQ2708 OAKLAND LOOKOUT TOWER LFC           APPROX. 2.2 KM 1322343.7 |
 DL1328| CY5958 DONAGHEY RM 2                        22.284 METERS 28735     |
 DL1328| DL1327 271                                 171.360 METERS 31327     |
 DL1328| CY5957 DONAGHEY RM 1                        25.298 METERS 35523     |
 DL1328|---------------------------------------------------------------------|
 DL1328
 DL1328                          SUPERSEDED SURVEY CONTROL
 DL1328
 DL1328  NAD 83(1992)-  33 00 35.30091(N)    092 21 59.86579(W) AD(       ) 2
 DL1328  NAD 83(1986)-  33 00 35.30169(N)    092 21 59.86384(W) AD(       ) 2
 DL1328  NAD 27      -  33 00 34.82900(N)    092 21 59.35200(W) AD(       ) 2
 DL1328
 DL1328.Superseded values are not recommended for survey control.
 DL1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1328.See file dsdata.txt to determine how the superseded data were derived.
 DL1328
 DL1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5916152552(NAD 83)
 DL1328_MARKER: DS = TRIANGULATION STATION DISK
 DL1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DL1328
 DL1328  HISTORY     - Date     Condition        Report By
 DL1328  HISTORY     - 1952     MONUMENTED       CGS
 DL1328
 DL1328                          STATION DESCRIPTION
 DL1328
 DL1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL1328'THE STATION IS IN SECTION 4, T 23 N, R I E, ABOUT 10.5 MILES
 DL1328'NORTHWEST OF MARION, 7 MILES SOUTH OF STRONG, ARKANSAS, 100 YARDS
 DL1328'SOUTHEAST OF A LARGE CONCRETE MONUMENT MARKING THE
 DL1328'ARKANSAS-LOUISIANA STATE LINE, 135 FEET SOUTHWEST OF THE CENTER OF A
 DL1328'DIRT ROAD, 25 FEET SOUTH OF AN 8-INCH BLAZED PINE
 DL1328'TREE AND 5 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 DL1328'POST.
 DL1328'
 DL1328'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MARION, GO
 DL1328'NORTHWEST ON STATE ROAD (GRAVELED) FOR 9.5 MILES TO A CROSS ROAD
 DL1328'AT THE STORE AND POST OFFICE IN OAKLAND, CONTINUE STRAIGHT
 DL1328'AHEAD ON THE LEFT SIDE OF THE OAKLAND FIRE LOOKOUT TOWER (DIRT
 DL1328'ROAD) FOR 1.4 MILES TO A Y-JUNCTION, CONTINUE ON THE LEFT ROAD FOR
 DL1328'0.3 MILE TO A DIM ROAD ON THE RIGHT, CONTINUE NORTHWESTERLY
 DL1328'ON THE LEFT ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT AS
 DL1328'DESCRIBED.
 DL1328'
 DL1328'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DL1328'DONAGHEY 1952.
 DL1328'
 DL1328'REFERENCE MARK 1 IS 51 FEET SOUTHWEST OF THE CENTER OF THE DIRT
 DL1328'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1328'DONAGHEY NO 1 1952.
 DL1328'
 DL1328'REFERENCE MARK 2 IS 5 FEET EAST OF A 10-INCH PINE TREE.  THE
 DL1328'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DONAGHEY NO 2 1952.
 DL1328'
 DL1328'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AS AZIMUTH MARK.
 DL1328'
 DL1328'A TRAVERSE MEASUREMENT WAS MADE TO USGS 271.  IT IS A STANDARD
 DL1328'U.S. GEOLOGICAL BENCH MARK DISK SET IN CEMENT IN A DRILL HOLE
 DL1328'IN THE TOP STEP OF THE DONAGHEY MEMORIAL MONUMENT.  THE DISK IS
 DL1328'STAMPED 271.
 DL1328'
 DL1328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0981 ***********************************************************************
 BJ0981  DESIGNATION -  DONAIR
 BJ0981  PID         -  BJ0981
 BJ0981  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0981  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0981
 BJ0981                         *CURRENT SURVEY CONTROL
 BJ0981  ___________________________________________________________________
 BJ0981* NAD 83(1992)-  30 26 57.14977(N)    091 06 42.67958(W)     ADJUSTED  
 BJ0981* NAVD 88     -        15.05   (+/-2cm)      49.4    (feet)  VERTCON   
 BJ0981  ___________________________________________________________________
 BJ0981  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ0981  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0981
 BJ0981  HORZ ORDER  -  FIRST
 BJ0981  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0981
 BJ0981.The horizontal coordinates were established by classical geodetic methods
 BJ0981.and adjusted by the National Geodetic Survey in January 1993..
 BJ0981
 BJ0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0981.The vertical order pertains to the NGVD 29 superseded value.
 BJ0981
 BJ0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0981
 BJ0981.The geoid height was determined by GEOID03.
 BJ0981
 BJ0981;                    North         East     Units Scale Factor Converg.
 BJ0981;SPC LA S     -   216,081.317 1,021,271.735   MT  0.99995626   +0 06 38.7
 BJ0981;SPC LA S     -   708,926.79  3,350,622.35   sFT  0.99995626   +0 06 38.7
 BJ0981;UTM  15      - 3,370,077.189   681,297.498   MT  1.00000550   +0 57 25.6
 BJ0981
 BJ0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0981!SPC LA S     -   1.00000190  x   0.99995626  =   0.99995816
 BJ0981!UTM  15      -   1.00000190  x   1.00000550  =   1.00000740
 BJ0981
 BJ0981|---------------------------------------------------------------------|
 BJ0981| PID    Reference Object                     Distance      Geod. Az  |
 BJ0981|                                                           dddmmss.s |
 BJ0981| BJ0982 DONAIR RM 1                          12.890 METERS 01132     |
 BJ0981| BJ0984 DONAIR AZ MK                                       0742128.9 |
 BJ0981| BJ4932 BATON ROUGE BOYCE CO RAD MAST       APPROX. 4.0 KM 1292521.8 |
 BJ0981| BJ0980 DONAIR RM 2                          12.405 METERS 16505     |
 BJ0981| BJ4937 BATON ROUGE TGP CORP MICROWAVE      APPROX. 1.5 KM 3512015.7 |
 BJ0981|---------------------------------------------------------------------|
 BJ0981
 BJ0981                          SUPERSEDED SURVEY CONTROL
 BJ0981
 BJ0981  NAD 83(1986)-  30 26 57.16777(N)    091 06 42.67743(W) AD(       ) 1
 BJ0981  NAD 27      -  30 26 56.48317(N)    091 06 42.29647(W) AD(       ) 1
 BJ0981  NGVD 29 (??/??/??)   15.082  (m)           49.48   (f) ADJUSTED    1 1
 BJ0981
 BJ0981.Superseded values are not recommended for survey control.
 BJ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0981.See file dsdata.txt to determine how the superseded data were derived.
 BJ0981
 BJ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8129770077(NAD 83)
 BJ0981_MARKER: DS = TRIANGULATION STATION DISK
 BJ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0981_STAMPING: DONAIR 1970
 BJ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0981+STABILITY: SURFACE MOTION
 BJ0981
 BJ0981  HISTORY     - Date     Condition        Report By
 BJ0981  HISTORY     - 1970     MONUMENTED       NGS
 BJ0981  HISTORY     - 1970     GOOD             NGS
 BJ0981  HISTORY     - 1976     GOOD             NGS
 BJ0981  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BJ0981
 BJ0981                          STATION DESCRIPTION
 BJ0981
 BJ0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ0981'THE STATION IS LOCATED NEAR THE EAST EDGE OF BATON ROUGE, ALONG THE
 BJ0981'NORTHWEST SIDE OF THE DOWNTOWN AIRPORT WHICH IS IN THE 7500 BLOCK OF
 BJ0981'FLORIDA BLVD. AND 3/4 MILE WEST OF AIRLINE BLVD. ON THE EAST
 BJ0981'RIGHT-OF-WAY OF LOBDELL AVE. WHICH IS CITY PROPERTY.
 BJ0981'
 BJ0981'TO REACH THE STATION FROM THE INTERSECTION OF FLORIDA BLVD. AND
 BJ0981'LOBDELL AVE. AT THE 7500 BLOCK OF FLORIDA BLVD. NEAR THE EAST EDGE
 BJ0981'OF BATON ROUGE, GO SOUTHERLY ON LOBDELL AVE. FOR 0.25 MILE TO THE
 BJ0981'STATION ON THE LEFT.
 BJ0981'
 BJ0981'THE STATION MARK IS A STANDARD DISK STAMPED DONAIR 1970, SET IN THE
 BJ0981'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ0981'THE GROUND SURFACE.  IT IS 66 FEET EAST OF A POWER POLE NUMBER 5, 65
 BJ0981'FEET EAST OF A WATER HYDRANT, 40 FEET EAST OF THE CENTER OF LOBDELL
 BJ0981'AVE., 10.5 FEET WEST OF A FENCE LINE AND 10.5 FEET WEST OF A METAL
 BJ0981'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BJ0981'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 BJ0981'GROUND.
 BJ0981'
 BJ0981'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DONAIR NO 1 1970, SET IN
 BJ0981'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ0981'WITH THE SURFACE OF THE GROUND.  IT IS 87.5 FEET NORTHEAST OF THE
 BJ0981'WATER HYDRANT, 49 FEET EAST OF THE CENTER OF LOBDELL AVE., 41
 BJ0981'FEET NORTH OF THE METAL WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 BJ0981'
 BJ0981'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DONAIR NO 2 1970, SET IN
 BJ0981'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ0981'WITH THE SURFACE OF THE GROUND.  IT IS 81.5 FEET WEST-SOUTHWEST OF
 BJ0981'THE WATER HYDRANT, 49 FEET EAST OF THE CENTER OF LOBDELL AVE.,
 BJ0981'40 FEET SOUTH OF THE METAL WITNESS POST AND 1 FOOT WEST OF THE
 BJ0981'FENCE.
 BJ0981'
 BJ0981'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DONAIR 1970, SET IN THE
 BJ0981'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ0981'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 89 FEET SOUTH OF A
 BJ0981'POWER POLE WITH 3 TRANSFORMERS, 83 FEET SOUTHEAST OF THE BAUM BAKERY
 BJ0981'BUILDING, 3 FEET WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF
 BJ0981'A FENCE.
 BJ0981'
 BJ0981'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF FLORIDA BLVD. AND
 BJ0981'LOBDELL AVE., GO EAST ON FLORIDA BLVD. FOR 0.4 MILE TO THE BAUM
 BJ0981'BAKERY ON THE RIGHT, TURN RIGHT AND GO TO THE SOUTH SIDE OF THE
 BJ0981'BAKERY BUILDING AND THE AZIMUTH MARK AS DESCRIBED ABOVE.
 BJ0981'
 BJ0981'NOTE--THE ADDRESS OF THE PROPERTY OWNER IS, BATON ROUGE CITY STREET
 BJ0981'DEPARTMENT, DEPARTMENT OF PUBLIC WORKS, BATON ROUGE, LOUISIANA.
 BJ0981
 BJ0981                          STATION RECOVERY (1970)
 BJ0981
 BJ0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ0981'IN BATON ROUGE.
 BJ0981'0.15 MILE SOUTH ALONG LOBDELL AVE FROM ITS INTERSECTION WITH FLORIDA
 BJ0981'BOULEVARD, 38.5 FEET EAST OF THE CENTERLINE OF LOBDELL AVE., 44.7
 BJ0981'FEET SOUTH OF DONAIR RM 1, 42.3 FEET NORTH OF DONAIR RM 2. A DISK
 BJ0981'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND. 1
 BJ0981'FOOT ABOVE THE HIGHWAY AND 13 FEET NORTH OF A WITNESS POST.
 BJ0981
 BJ0981                          STATION RECOVERY (1976)
 BJ0981
 BJ0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0981'RECOVERED IN GOOD CONDITION.
 BJ0981
 BJ0981                          STATION RECOVERY (1987)
 BJ0981
 BJ0981'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 BJ0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3121 ***********************************************************************
 AI3121  DESIGNATION -  DONAIR RESET
 AI3121  PID         -  AI3121
 AI3121  STATE/COUNTY-  LA/EAST BATON ROUGE
 AI3121  USGS QUAD   -  BATON ROUGE EAST (1995)
 AI3121
 AI3121                         *CURRENT SURVEY CONTROL
 AI3121  ___________________________________________________________________
 AI3121* NAD 83(1986)-  30 26 57.     (N)    091 06 42.     (W)     SCALED    
 AI3121* NAVD 88     -        15.03   (+/-2cm)      49.3    (feet)  VERTCON   
 AI3121  ___________________________________________________________________
 AI3121  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AI3121
 AI3121  VERT ORDER  -  THIRD (See Below)
 AI3121
 AI3121.The horizontal coordinates were scaled from a topographic map and have
 AI3121.an estimated accuracy of +/- 6 seconds.
 AI3121
 AI3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3121.The vertical order pertains to the NGVD 29 superseded value.
 AI3121
 AI3121.The geoid height was determined by GEOID03.
 AI3121
 AI3121;                    North         East    Units  Estimated Accuracy
 AI3121;SPC LA S     -   216,080.    1,021,290.      MT  (+/- 180 meters Scaled)
 AI3121
 AI3121                          SUPERSEDED SURVEY CONTROL
 AI3121
 AI3121  NGVD 29 (09/18/05)   15.06   (m)           49.4    (f) RESET       3  
 AI3121
 AI3121.Superseded values are not recommended for survey control.
 AI3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3121.See file dsdata.txt to determine how the superseded data were derived.
 AI3121
 AI3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP813700(NAD 83)
 AI3121_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3121_STAMPING: DONAIR 1970 1997
 AI3121_MARK LOGO: NGS   
 AI3121_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AI3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3121+STABILITY: SURFACE MOTION
 AI3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3121+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI3121
 AI3121  HISTORY     - Date     Condition        Report By
 AI3121  HISTORY     - 1997     MONUMENTED       LADTD
 AI3121
 AI3121                          STATION DESCRIPTION
 AI3121
 AI3121'DESCRIBED BY LA TRANSP AND DEV 1997 (SLC)
 AI3121'THE STATION IS LOCATED IN BATON ROUGE ON THE WEST SIDE OF INDEPENDENCE
 AI3121'PARK.  OWNERSHIP--EAST BATON ROUGE PARISH.  TO REACH THE STATION FROM
 AI3121'THE INTERSECTION OF FLORIDA BLVD AND LOBDELL AVE IN BATON ROUGE, GO
 AI3121'SOUTH FOR 0.2 MI (0.3 KM) ON LOBDELL AVE TO THE STATION SET ON THE
 AI3121'LEFT.  THE STATION IS 140.0 FT (42.7 M) NORTH FROM THE CENTER OF THE
 AI3121'NORTH DRIVE INTO THE WEST SIDE OF THE PARK, 40.0 FT (12.2 M) EAST FROM
 AI3121'THE CENTER OF LOBDELL AVE, 11.5 FT (3.5 M) WEST FROM A FIBERGLASS
 AI3121'WITNESS POST AND CHAIN LINK FENCE, 6.0 FT (1.8 M) SOUTH FROM THE
 AI3121'EXTENDED SOUTH WALL OF A BRICK HOUSE AT 216 LOBDELL AVE, RECESSED 1
 AI3121'INCH BELOW THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL
 AI3121'OF THE AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0982 ***********************************************************************
 BJ0982  DESIGNATION -  DONAIR RM 1
 BJ0982  PID         -  BJ0982
 BJ0982  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0982  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0982
 BJ0982                         *CURRENT SURVEY CONTROL
 BJ0982  ___________________________________________________________________
 BJ0982* NAD 83(1986)-  30 26 54.     (N)    091 06 40.     (W)     SCALED    
 BJ0982* NAVD 88     -        15.16   (+/-2cm)      49.7    (feet)  VERTCON   
 BJ0982  ___________________________________________________________________
 BJ0982  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0982
 BJ0982  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0982
 BJ0982.The horizontal coordinates were scaled from a topographic map and have
 BJ0982.an estimated accuracy of +/- 6 seconds.
 BJ0982
 BJ0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0982.The vertical order pertains to the NGVD 29 superseded value.
 BJ0982
 BJ0982.The geoid height was determined by GEOID03.
 BJ0982
 BJ0982;                    North         East    Units  Estimated Accuracy
 BJ0982;SPC LA S     -   215,980.    1,021,340.      MT  (+/- 180 meters Scaled)
 BJ0982
 BJ0982                          SUPERSEDED SURVEY CONTROL
 BJ0982
 BJ0982  NGVD 29 (??/??/??)   15.192  (m)           49.84   (f) ADJUSTED    1 1
 BJ0982
 BJ0982.Superseded values are not recommended for survey control.
 BJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0982.See file dsdata.txt to determine how the superseded data were derived.
 BJ0982
 BJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP813699(NAD 83)
 BJ0982_MARKER: DR = REFERENCE MARK DISK
 BJ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0982_STAMPING: DONAIR NO 1 1970
 BJ0982_MARK LOGO: CGS   
 BJ0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0982+STABILITY: SURFACE MOTION
 BJ0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0982+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1997
 BJ0982
 BJ0982  HISTORY     - Date     Condition        Report By
 BJ0982  HISTORY     - 1970     MONUMENTED       NGS
 BJ0982  HISTORY     - 1987     GOOD             USPSQD
 BJ0982  HISTORY     - 19970407 GOOD             LADTD
 BJ0982
 BJ0982                          STATION DESCRIPTION
 BJ0982
 BJ0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BJ0982'IN BATON ROUGE.
 BJ0982'0.15 MILE SOUTH ALONG LOBDELL STREET FROM ITS INTERSECTION WITH
 BJ0982'FLORIDA BOULEVARD, 38.8 FT EAST OF THE CENTERLINE OF LOBDELL STREET,
 BJ0982'1 FOOT WEST OF A FENCE, 41.71 FEET NORTH-NORTHEAST OF STATION DONAIR,
 BJ0982'80.81 FEET NORTH OF DONAIR RM 2 1970. A DISK SET IN THE TOP OF A
 BJ0982'CONCRETE POST PROJECTING 2 INCHES AND 1 FOOT ABOVE THE STREET AND
 BJ0982'IS 41 FEET NORTH OF A WITNESS POST.
 BJ0982
 BJ0982                          STATION RECOVERY (1987)
 BJ0982
 BJ0982'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 BJ0982'RECOVERED IN GOOD CONDITION.
 BJ0982
 BJ0982                          STATION RECOVERY (1997)
 BJ0982
 BJ0982'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 BJ0982'THE STATION IS LOCATED IN BATON ROUGE ON THE WEST SIDE OF INDEPENDENCE
 BJ0982'PARK.  OWNERSHIP--EAST BATON ROUGE PARISH.  TO REACH THE STATION FROM
 BJ0982'THE INTERSECTION OF FLORIDA BLVD AND LOBDELL AVE IN BATON ROUGE, GO
 BJ0982'SOUTH FOR 0.2 MI (0.3 KM) ON LOBDELL AVE TO THE STATION SET ON THE
 BJ0982'LEFT.  THE STATION IS 47.0 FT (14.3 M) EAST FROM THE CENTER OF LOBDELL
 BJ0982'AVE, 41.5 FT (12.6 M) NORTH-NORTHEAST FROM STATION DONAIR, 41.0 FT
 BJ0982'(12.5 M) NORTH FROM A FIBERGLASS WITNESS POST, 1.0 FT (0.3 M) WEST
 BJ0982'FROM A CHAIN LINK FENCE, FLUSH WITH THE GROUND SURFACE AND ABOUT 1.0
 BJ0982'FT (0.3 M) ABOVE THE LEVEL OF THE AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0980 ***********************************************************************
 BJ0980  DESIGNATION -  DONAIR RM 2
 BJ0980  PID         -  BJ0980
 BJ0980  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0980  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0980
 BJ0980                         *CURRENT SURVEY CONTROL
 BJ0980  ___________________________________________________________________
 BJ0980* NAD 83(1986)-  30 26 52.     (N)    091 06 40.     (W)     SCALED    
 BJ0980* NAVD 88     -        15.13   (+/-2cm)      49.6    (feet)  VERTCON   
 BJ0980  ___________________________________________________________________
 BJ0980  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0980
 BJ0980  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0980
 BJ0980.The horizontal coordinates were scaled from a topographic map and have
 BJ0980.an estimated accuracy of +/- 6 seconds.
 BJ0980
 BJ0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0980.The vertical order pertains to the NGVD 29 superseded value.
 BJ0980
 BJ0980.The geoid height was determined by GEOID03.
 BJ0980
 BJ0980;                    North         East    Units  Estimated Accuracy
 BJ0980;SPC LA S     -   215,920.    1,021,340.      MT  (+/- 180 meters Scaled)
 BJ0980
 BJ0980                          SUPERSEDED SURVEY CONTROL
 BJ0980
 BJ0980  NGVD 29 (??/??/??)   15.160  (m)           49.74   (f) ADJUSTED    1 1
 BJ0980
 BJ0980.Superseded values are not recommended for survey control.
 BJ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0980.See file dsdata.txt to determine how the superseded data were derived.
 BJ0980
 BJ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP813699(NAD 83)
 BJ0980_MARKER: DR = REFERENCE MARK DISK
 BJ0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0980_STAMPING: DONAIR NO 2 1970
 BJ0980_MARK LOGO: CGS   
 BJ0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0980+STABILITY: SURFACE MOTION
 BJ0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0980+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1997
 BJ0980
 BJ0980  HISTORY     - Date     Condition        Report By
 BJ0980  HISTORY     - 1970     MONUMENTED       NGS
 BJ0980  HISTORY     - 1987     GOOD             USPSQD
 BJ0980  HISTORY     - 19970407 GOOD             LADTD
 BJ0980
 BJ0980                          STATION DESCRIPTION
 BJ0980
 BJ0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BJ0980'IN BATON ROUGE.
 BJ0980'0.15 MI SOUTH ALONG LOBDELL STREET FROM ITS INTERSECTION WITH FLORIDA
 BJ0980'BOULEVARD, 42.3 FEET SOUTH-SOUTHEAST OF STATION DONAIR, 80.8 FEET
 BJ0980'SOUTH OF DONAIR RM 1 1970, 38.8 FEET EAST OF THE CENTER LINE OF
 BJ0980'LOBDELL STREET. A DISK SET IN THE TOP OF A CONCRETE POST. 40 FEET
 BJ0980'SOUTH OF A WITNESS POST.
 BJ0980
 BJ0980                          STATION RECOVERY (1987)
 BJ0980
 BJ0980'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 BJ0980'RECOVERED IN GOOD CONDITION.
 BJ0980
 BJ0980                          STATION RECOVERY (1997)
 BJ0980
 BJ0980'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 BJ0980'THE STATION IS LOCATED IN BATON ROUGE ON THE WEST SIDE OF INDEPENDENCE
 BJ0980'PARK.  OWNERSHIP--EAST BATON ROUGE PARISH.  TO REACH THE STATION FROM
 BJ0980'THE INTERSECTION OF FLORIDA BLVD AND LOBDELL AVE IN BATON ROUGE, GO
 BJ0980'SOUTH FOR 0.2 MI (0.3 KM) ON LOBDELL AVE TO THE STATION SET ON THE
 BJ0980'LEFT.  THE STATION IS 96.5 FT (29.4 M) NORTH FROM THE CENTER OF THE
 BJ0980'NORTH DRIVE INTO THE WEST SIDE OF THE PARK, 47.0 FT (14.3 M) EAST FROM
 BJ0980'THE CENTER OF LOBDELL AVE, 42.5 FT (13.0 M) SOUTH-SOUTHEAST FROM
 BJ0980'STATION DONAIR, 1.0 FT (0.3 M) WEST FROM A CHAIN LINK FENCE, FLUSH
 BJ0980'WITH THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF
 BJ0980'THE AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0630 ***********************************************************************
 BJ0630  DESIGNATION -  DONALDSONVILLE
 BJ0630  PID         -  BJ0630
 BJ0630  STATE/COUNTY-  LA/ASCENSION
 BJ0630  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ0630
 BJ0630                         *CURRENT SURVEY CONTROL
 BJ0630  ___________________________________________________________________
 BJ0630* NAD 83(1992)-  30 06 27.13907(N)    090 59 19.11783(W)     ADJUSTED  
 BJ0630* NAVD 88     -         9.   **(meters)      30.   **(feet)  SCALED    
 BJ0630  **This station is located in a subsidence area (see below).
 BJ0630  ___________________________________________________________________
 BJ0630  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ0630  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BJ0630  DYNAMIC HT  -           8.6   (meters)      28.    (feet)  COMP
 BJ0630  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BJ0630
 BJ0630  HORZ ORDER  -  FIRST
 BJ0630  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0630
 BJ0630.The horizontal coordinates were established by classical geodetic methods
 BJ0630.and adjusted by the National Geodetic Survey in January 1993..
 BJ0630
 BJ0630 ** The orthometric height has not been validated since last determined
 BJ0630 ** by differential leveling and should not be used for control purposes.
 BJ0630 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ0630 ** area with valid NAVD 88 orthometric heights.
 BJ0630 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0630 ** epoch indicated which incorporates improved geoid heights for the
 BJ0630 ** Southern Louisiana Subsidence area.
 BJ0630 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0630.The orthometric height was scaled from a topographic map.
 BJ0630.The vertical order pertains to the NGVD 29 superseded value.
 BJ0630
 BJ0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0630
 BJ0630.The geoid height was determined by GEOID03.
 BJ0630
 BJ0630.The dynamic height is computed by dividing the NAVD 88
 BJ0630.geopotential number by the normal gravity value computed on the
 BJ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0630.degrees latitude (g = 980.6199 gals.).
 BJ0630
 BJ0630.The modeled gravity was interpolated from observed gravity values.
 BJ0630
 BJ0630;                    North         East     Units Scale Factor Converg.
 BJ0630;SPC LA S     -   178,236.515 1,033,219.431   MT  0.99992747   +0 10 20.5
 BJ0630;SPC LA S     -   584,764.30  3,389,820.75   sFT  0.99992747   +0 10 20.5
 BJ0630;UTM  15      - 3,332,408.406   693,801.068   MT  1.00006340   +1 00 33.3
 BJ0630
 BJ0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0630!SPC LA S     -   1.00000284  x   0.99992747  =   0.99993031
 BJ0630!UTM  15      -   1.00000284  x   1.00006340  =   1.00006624
 BJ0630
 BJ0630|---------------------------------------------------------------------|
 BJ0630| PID    Reference Object                     Distance      Geod. Az  |
 BJ0630|                                                           dddmmss.s |
 BJ0630| BJ4475 DONALDSONVILLE MUNICIPAL TANK       142.884 METERS 12037     |
 BJ0630| BJ4485 DONALDSONVILLE RM 4                  43.421 METERS 12458     |
 BJ0630| BJ0631 DONALDSONVILLE RM 1                  84.700 METERS 23515     |
 BJ0630| CW1297 DONALDSONVILLE RM 5                  35.704 METERS 28305     |
 BJ0630| CW1298 DONALDSONVILLE RM 6                                2924814.4 |
 BJ0630|---------------------------------------------------------------------|
 BJ0630
 BJ0630                          SUPERSEDED SURVEY CONTROL
 BJ0630
 BJ0630  NAD 83(1986)-  30 06 27.15680(N)    090 59 19.11798(W) AD(       ) 1
 BJ0630  NAD 27      -  30 06 26.44113(N)    090 59 18.75990(W) AD(       ) 1
 BJ0630  NGVD 29 (??/??/??)    8.617  (m)           28.27   (f) ADJUSTED    1 1
 BJ0630
 BJ0630.Superseded values are not recommended for survey control.
 BJ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0630.See file dsdata.txt to determine how the superseded data were derived.
 BJ0630
 BJ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9380132408(NAD 83)
 BJ0630_MARKER: DS = TRIANGULATION STATION DISK
 BJ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0630_STAMPING: DONALDSONVILLE 1929
 BJ0630_MARK LOGO: CGS   
 BJ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0630+STABILITY: SURFACE MOTION
 BJ0630
 BJ0630  HISTORY     - Date     Condition        Report By
 BJ0630  HISTORY     - 1929     MONUMENTED       CGS
 BJ0630  HISTORY     - 1955     GOOD             CGS
 BJ0630  HISTORY     - 1965     GOOD             CGS
 BJ0630  HISTORY     - 1965     GOOD             CGS
 BJ0630  HISTORY     - 1973     GOOD             NGS
 BJ0630  HISTORY     - 1973     GOOD             NGS
 BJ0630  HISTORY     - 1976     GOOD             NGS
 BJ0630  HISTORY     - 1982     GOOD             NGS
 BJ0630
 BJ0630                          STATION DESCRIPTION
 BJ0630
 BJ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ0630'IN TOWN OF DONALDSONVILLE, ABOUT OPPOSITE RIVER END OF PAVEMENT
 BJ0630'OF MISSISSIPPI STREET, IN AREA BETWEEN STREET AND LEVEE,
 BJ0630'DIRECTLY BEHIND SMALL IDLE FILLING STATION, N OF FIRE STATION,
 BJ0630'22.3 METERS (73 FEET) SW OF CROWN OF LEVEE, 47.5 METERS (156
 BJ0630'FEET) NE OF NEAR CURB OF MISSISSIPPI STREET, 53.6 METERS
 BJ0630'(176 FEET) E OF SE CORNER OF FENCE AROUND SWIMMING POOL,
 BJ0630'AND 50 FEET NE OF SOME LARGE STEEL PIPES.
 BJ0630'
 BJ0630'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 BJ0630'CONCRETE.
 BJ0630'
 BJ0630'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE
 BJ0630'SIDEWALK IN LINE WITH FIRE HYDRANT AND CORNER OF BUILDING
 BJ0630'OCCUPIED BY LOUISIANA STATE FAIR OFFICES WHICH IS ON SW CORNER
 BJ0630'OF MISSISSIPPI STREET DIRECTLY OPPOSITE THE SWIMMING POOL,
 BJ0630'2.4 METERS (8 FEET) NE OF THE NE CORNER OF THE ABOVE MENTIONED
 BJ0630'BUILDING, 4.5 METERS (15 FEET) S OF NEAR CURB OF MISSISSIPPI
 BJ0630'STREET, 3 METERS (10 FEET) W OF FIRE HYDRANT, AND 84.7 METERS
 BJ0630'(278 FEET) FROM STATION S 55 DEG 15 MIN W.
 BJ0630'
 BJ0630'B.M. DONALDSONVILLE (M.R.C.) IS 95.40 METERS (313.0 FEET)
 BJ0630'FROM STATION S 28 DEG 27 MIN E. AZIMUTH FROM THE
 BJ0630'STATION TO DONALDSONVILLE MUNICIPAL WATER TANK IS S 5 DEG
 BJ0630'22 MIN E.
 BJ0630
 BJ0630                          STATION RECOVERY (1955)
 BJ0630
 BJ0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ0630'THE STATION WAS VISITED ON APRIL 21, 1955, AND ALL MARKS
 BJ0630'WERE FOUND IN GOOD CONDITION.  B.M. DONALDSONVILLE (M.R.C.)
 BJ0630'IS NOW OBSTRUCTED FROM THE STATION BY A BUILDING.  REFERENCE
 BJ0630'MARK 3 WAS ESTABLISHED AT THIS DATE.  A 3-MINUTE ERROR WAS
 BJ0630'FOUND IN THE DIRECTION BETWEEN THE DONALDSONVILLE MUNICIPAL
 BJ0630'WATER TANK AND REFERENCE MARK 1, AND AN ERROR OF 10.24 FT.
 BJ0630'WAS FOUND IN THE DISTANCE TO REFERENCE MARK 1.  FROM ALL
 BJ0630'INDICATIONS, THE MARK IS IN ITS ORIGINAL POSITION.  A NEW
 BJ0630'DESCRIPTION FOLLOWS--
 BJ0630'
 BJ0630'THE STATION IS LOCATED IN THE N SECTION OF DONALDSONVILLE,
 BJ0630'ON PROPERTY OWNED BY THE CITY, S OF THE S LEVEE OF MISSISSIPPI
 BJ0630'RIVER, AND E OF THE SWIMMING POOL.  IT IS 468 FT. E OF THE
 BJ0630'MUNICIPAL WATER TANK, 70 FT. S OF THE CENTER OF THE TOP OF
 BJ0630'THE LEVEE, 131 FT. E OF THE NE CORNER OF THE FENCE AROUND THE
 BJ0630'SWIMMING POOL, 42 FT. SW OF A TELEPHONE POLE AT THE S EDGE
 BJ0630'OF THE LEVEE, 1 FT. W OF THE PROJECTED TANGENT OF THE W SIDE
 BJ0630'OF THE FOOD FREEZER CO. BUILDING, 37 FT. N OF THE NW CORNER
 BJ0630'OF THE ABOVE-MENTIONED BUILDING, AND 156 FT. N OF THE N CURB
 BJ0630'OF MISSISSIPPI STREET.  IT IS A STANDARD DISK, STAMPED
 BJ0630'DONALDSONVILLE 1929 AND SET FLUSH WITH THE GROUND
 BJ0630'
 BJ0630'REFERENCE MARK 1 IS 267 FT. SW OF THE STATION, IN THE SW
 BJ0630'ANGLE OF THE INTERSECTION OF CHETIMASHES STREET AND MISSISSIPPI
 BJ0630'STREET, 8 FT. NE OF THE NE CORNER OF AN APARTMENT HOUSE,
 BJ0630'16 FT. W OF CHETIMASHES STREET, 15 FT. S OF MISSISSIPPI STREET,
 BJ0630'10 FT. SW OF A FIRE HYDRANT, AND 2 FT. E OF THE E STANDARD
 BJ0630'OF AN ELEVATED PATIO.  IT IS A STANDARD DISK, SET IN A DRILL
 BJ0630'HOLE IN THE SIDEWALK, AND STAMPED DONALDSONVILLE NO 1 1929.
 BJ0630'
 BJ0630'REFERENCE MARK 3 IS 133.34 FT. W OF THE STATION, IN THE NE
 BJ0630'CORNER OF THE CONCRETE WALK AROUND THE SWIMMING POOL, 2 FT.
 BJ0630'W OF THE NE CORNER OF THE WALK, 1 FT. S OF THE N EDGE, AND
 BJ0630'1 FT. W OF THE NE FENCE CORNER.  IT IS A STANDARD DISK, STAMPED
 BJ0630'DONALDSONVILLE NO 3 1929 AND SET IN A DRILL HOLE IN THE CONCRETE
 BJ0630'SIDEWALK.
 BJ0630'
 BJ0630'B.M. DONALDSONVILLE IS 313 FT. SE OF THE STATION, 112 FT.
 BJ0630'SE OF THE SE CORNER OF BABIN HAYNES AMERICAN LEGION POST NO.
 BJ0630'98, AND NEAR THE E END OF THE CENTER ONE OF THREE SECTIONS
 BJ0630'OF NEUTRAL GROUND ON MISSISSIPPI STREET.  IT IS 2.5 FT. S OF
 BJ0630'THE S CURB OF THE W BOUND LANE OF MISSISSIPPI STREET, 15 FT.
 BJ0630'N OF THE N CURB OF THE E BOUND LANE, 20 FT. W OF THE E END OF
 BJ0630'THE NEUTRAL GROUND, AND 35 FT. W OF THE PROJECTED CENTERLINE
 BJ0630'OF HOUMA STREET.  IT IS A 3-IN. IRON PIPE, BEARING A STANDARD
 BJ0630'CORPS OF ENGINEERS CAP AND PROJECTS 1 FT.  THERE IS NO
 BJ0630'STAMPING ON THE MARK.
 BJ0630
 BJ0630                          STATION RECOVERY (1965)
 BJ0630
 BJ0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BJ0630'THE STATION MARK, STAMPED DONALDSONVILLE 1929, IS ABOUT 0.6
 BJ0630'MILE NORTH ALONG LAFOURCHE STREET FROM THE INTERSECTION OF STATE
 BJ0630'HIGHWAY 308, ALBERT STREET AND LAFOURCHE STREET AT DONALDSONVILLE,
 BJ0630'153 FEET NORTH OF THE NORTH CURB OF MISSISSIPPI STREET, 68
 BJ0630'FEET SOUTH OF THE CENTER LINE OF A LEVEE, 46-1/2 FEET SOUTHWEST
 BJ0630'OF A LIGHT POLE, 267.7 FEET NORTHEAST OF AND ACROSS MISSISSIPPI
 BJ0630'STREET FROM DONALDSONVILLE R.M. 1, 37 FEET NORTH OF THE NORTHWEST
 BJ0630'CORNER OF A CONCRETE BLOCK BUILDING, 12 FEET NORTH OF THE
 BJ0630'CENTER LINE OF A SHELL DRIVEWAY, ABOUT 1 FOOT ABOVE THE LEVEL
 BJ0630'OF THE SHELL DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 BJ0630'WHICH IS FLUSH WITH THE GROUND.
 BJ0630'
 BJ0630'R.M. 1, STAMPED DONALDSONVILLE R.M. 1, 267.7 FEET SOUTHWEST OF
 BJ0630'DONALDSONVILLE 1929, 1 BLOCK WEST OF A SMALL CITY PARK, 53-1/2 FEET
 BJ0630'SOUTHWEST OF THE CENTER OF THE INTERESECTION OF MISSISSIPPI AND
 BJ0630'CHETIMATCHEZ STREETS, SET IN THE TOP OF A CONCRETE SIDE WALK, 48
 BJ0630'FEET SOUTH OF THE CENTER LINE OF MISSISSIPPI STREET, 36 FEET
 BJ0630'SOUTHEAST OF THE CENTER LINE OF LAFORCHE STREET, 9-1/2 FEET
 BJ0630'SOUTHWEST OF A FIRE HYDRANT, 8 FEET NORTHEAST OF THE NORTHEAST
 BJ0630'CORNER OF AN OLD FRENCH STYLE BUILDING NUMBERED 110, 2
 BJ0630'FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK.
 BJ0630
 BJ0630                          STATION RECOVERY (1965)
 BJ0630
 BJ0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0630'0.6 MI N FROM DONALDSONVILLE.
 BJ0630'0.6 MILE NORTH ALONG LAFOURCHE STREET FROM THE INTERSECTION OF STATE
 BJ0630'HIGHWAY 308, ALBERT STREET AND LAFOURCHE STREET AT DONALDSONVILLE, 153
 BJ0630'FEET NORTH OF THE NORTH CURB OF MISSISSIPPI STREET, 68 FEET SOUTH OF
 BJ0630'THE CENTER LINE OF A LEVEE, 46 1/2 FEET SOUTHWEST OF A LIGHT POLE,
 BJ0630'267.7 FEET NORTHEAST OF AND ACROSS MISSISSIPPI STREET FROM
 BJ0630'DONALDSONVILLE R.M. 1, 37 FEET NORTH OF THE NORTHWEST CORNER OF A
 BJ0630'CONCRETE BLOCK BUILDING, 12 FEET NORTH OF THE CENTER LINE OF A SHELL
 BJ0630'DRIVEWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE SHELL DRIVEWAY, AND SET
 BJ0630'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BJ0630
 BJ0630                          STATION RECOVERY (1973)
 BJ0630
 BJ0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ0630'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND
 BJ0630'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 IS TOTALLY
 BJ0630'OBSTRUCTED BY A BUILDING.  REFERENCE MARK 3 AND B.M.
 BJ0630'DONALDSONVILLE HAVE BEEN DESTROYED.  REFERENCE MARKS 4, 5 AND
 BJ0630'6 WERE ESTABLISHED AT THIS DATE AND REFERENCE MARK 4 WAS
 BJ0630'OCCUPIED BECAUSE OF A POWERLINE OVER THE STATION MARK.  A
 BJ0630'COMPLETE NEW DESCRIPTION FOLLOWS--
 BJ0630'
 BJ0630'THE STATION IS LOCATED ON THE GROUNDS OF THE DONALDSONVILLE
 BJ0630'MUNICIPAL WATER PLANT, ON THE NORTH SIDE OF STATE HIGHWAY 18
 BJ0630'AND JUST SOUTH OF THE LEVEE.
 BJ0630'
 BJ0630'TO REACH THE STATION FROM THE POST OFFICE IN DONALDSONVILLE
 BJ0630'GO NORTH ON THE SURFACED STREET FOR 0.1 MILE TO A T-INTERSECTION.
 BJ0630'TURN RIGHT AND GO NORTHEAST ON A SURFACED STREET FOR 0.1
 BJ0630'MILE TO THE JUNCTION OF MISSISSIPPI STREET, (STATE HIGHWAY
 BJ0630'18).  TURN RIGHT AND GO WEST ON STATE HIGHWAY 18 FOR 0.05 MILE
 BJ0630'TO A SHELL SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE
 BJ0630'SHELL ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 BJ0630'WEST FOR ABOUT 350 FEET TO THE STATION ON THE LEFT.  (TO REACH
 BJ0630'REFERENCE MARK 6 CONTINUE WEST ALONG THE TOP OF THE LEVEE
 BJ0630'FOR 0.2 MILE TO THE MARK ON THE LEFT.)
 BJ0630'
 BJ0630'THE STATION MARK IS A STANDARD DISK STAMPED DONALDSONVILLE
 BJ0630'1929, SET IN THE TOP OF A BADLY CHIPPED 12-INCH SQUARE CONCRETE
 BJ0630'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET
 BJ0630'SOUTHWEST OF A POWER LINE POLE, 38 FEET NORTHEAST OF THE
 BJ0630'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING AND 7.5 FEET
 BJ0630'NORTH OF THE CENTER OF THE ROAD.
 BJ0630'
 BJ0630'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DONALDSONVILLE
 BJ0630'NO 4 1929 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BJ0630'THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 BJ0630'SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER OF THE ROAD, 34
 BJ0630'FEET NORTHEAST OF THE NORTHWEST CORNER OF A WOODEN BUILDING AND
 BJ0630'28 FEET WEST OF THE FENCE AROUND THE TENNIS COURT.
 BJ0630'
 BJ0630'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DONALDSONVILLE
 BJ0630'NO 5 1929 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BJ0630'THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 BJ0630'SURFACE.  IT IS 36 FEET WEST OF THE CENTER OF A GRAVELED
 BJ0630'ROAD, 8 FEET SOUTH-SOUTHEAST OF A FENCE CORNER AND 4.5 FEET
 BJ0630'EAST OF A CHAIN LINK FENCE.
 BJ0630'
 BJ0630'REFERENCE MARK 6 IS A STANDARD DISK STAMPED DONALDSONVILLE
 BJ0630'NO 6 1929 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BJ0630'THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 BJ0630'SURFACE.  IT IS 9.5 FEET SOUTH OF THE CENTER OF THE SHELL
 BJ0630'ROAD ALONG THE TOP OF THE LEVEE AND 2 FEET WEST OF THE WEST
 BJ0630'EDGE OF A SIDEWALK.
 BJ0630'
 BJ0630'10 KGS TENSION HELD ON MEASUREMENTS TO REFERENCE MARKS.
 BJ0630'
 BJ0630'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 BJ0630'
 BJ0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT
 BJ0630'DONALDSONVILLE
 BJ0630
 BJ0630                          STATION RECOVERY (1973)
 BJ0630
 BJ0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BJ0630'RECOVERED IN GOOD CONDITION.
 BJ0630
 BJ0630                          STATION RECOVERY (1976)
 BJ0630
 BJ0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0630'AT DONALDSONVILLE, 0.2 MILE WEST ALONG MISSISSIPPI STREET FROM THE
 BJ0630'JUNCTION OF LESSARD STREET, AT THE JUNCTION OF CHETIMACHES STREET,
 BJ0630'153 FT NORTH OF THE NORTH CURB OF MISSISSIPPI STREET, 68 FT SOUTH OF
 BJ0630'THE CENTER LINE OF A LEVEE ROAD, 37.3 FT NORTH OF THE NORTHWEST
 BJ0630'CORNER OF A CONCRETE BLOCK BUILDING AT 204 MISSISSIPPI STREET, 41.0
 BJ0630'FT NORTHEAST OF THE NORTHEAST CORNER OF A BRICK BUILDING, 267.7 FT
 BJ0630'NORTHEAST OF AND ACROSS MISSISSIPPI STREET FROM REFERENCE MARK
 BJ0630'DONALDSONVILLE RM 2, 46.5 FT SOUTHWEST OF A POWER LINE POLE SUPPORTING
 BJ0630'TWO TRANSFORMERS AND A LIGHT, 12 FT NORTH OF THE CENTER LINE OF A ROAD
 BJ0630'NOTE-THE CONCRETE POST HAS BEEN CHIPPED BUT IS SOLID.
 BJ0630
 BJ0630                          STATION RECOVERY (1982)
 BJ0630
 BJ0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ0630'NOTE-THE MARK IS LEANING TO THE
 BJ0630'EAST A FEW DEGREES AT THIS TIME, BUT APPEARS TO BE IN STABLE
 BJ0630'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4478 ***********************************************************************
 BJ4478  DESIGNATION -  DONALDSONVILLE
 BJ4478  PID         -  BJ4478
 BJ4478  STATE/COUNTY-  LA/ASCENSION
 BJ4478  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4478
 BJ4478                         *CURRENT SURVEY CONTROL
 BJ4478  ___________________________________________________________________
 BJ4478* NAD 83(1992)-  30 06 24.41489(N)    090 59 17.42071(W)     ADJUSTED  
 BJ4478* NAVD 88     -         8.79   (+/-2cm)      28.8  **(feet)  VERTCON   
 BJ4478  **This station is located in a subsidence area (see below).
 BJ4478  ___________________________________________________________________
 BJ4478  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4478  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BJ4478
 BJ4478  HORZ ORDER  -  SECOND
 BJ4478  VERT ORDER  -  THIRD ? (See Below)
 BJ4478
 BJ4478.The horizontal coordinates were established by classical geodetic methods
 BJ4478.and adjusted by the National Geodetic Survey in January 1993..
 BJ4478
 BJ4478 ** The orthometric height has not been validated since last determined
 BJ4478 ** by differential leveling and should not be used for control purposes.
 BJ4478 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4478 ** area with valid NAVD 88 orthometric heights.
 BJ4478 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4478 ** epoch indicated which incorporates improved geoid heights for the
 BJ4478 ** Southern Louisiana Subsidence area.
 BJ4478 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4478.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4478.The vertical order pertains to the NGVD 29 superseded value.
 BJ4478
 BJ4478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4478
 BJ4478.The geoid height was determined by GEOID03.
 BJ4478
 BJ4478;                    North         East     Units Scale Factor Converg.
 BJ4478;SPC LA S     -   178,152.773 1,033,265.117   MT  0.99992745   +0 10 21.3
 BJ4478;SPC LA S     -   584,489.56  3,389,970.64   sFT  0.99992745   +0 10 21.3
 BJ4478;UTM  15      - 3,332,325.329   693,847.978   MT  1.00006362   +1 00 34.1
 BJ4478
 BJ4478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4478!SPC LA S     -   1.00000280  x   0.99992745  =   0.99993025
 BJ4478!UTM  15      -   1.00000280  x   1.00006362  =   1.00006642
 BJ4478
 BJ4478                          SUPERSEDED SURVEY CONTROL
 BJ4478
 BJ4478  NAD 83(1986)-  30 06 24.43263(N)    090 59 17.42088(W) AD(       ) 2
 BJ4478  NAD 27      -  30 06 23.71685(N)    090 59 17.06286(W) AD(       ) 2
 BJ4478  NGVD 29 (07/19/86)    8.85   (m)           29.0    (f) LEVELING    3  
 BJ4478
 BJ4478.Superseded values are not recommended for survey control.
 BJ4478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4478.See file dsdata.txt to determine how the superseded data were derived.
 BJ4478
 BJ4478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9384832325(NAD 83)
 BJ4478_MARKER: P = PIPE CAP
 BJ4478_SETTING: 0 = UNSPECIFIED SETTING
 BJ4478
 BJ4478  HISTORY     - Date     Condition        Report By
 BJ4478  HISTORY     - 1929     MONUMENTED       MRC
 BJ4478  HISTORY     - 1955     GOOD             CGS
 BJ4478
 BJ4478                          STATION DESCRIPTION
 BJ4478
 BJ4478'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 BJ4478'IN TOWN OF DONALDSONVILLE, DIRECTLY BACK OF STEAMBOAT LANDING,
 BJ4478'NEAR EASTERN END OF MIDDLE OF THREE GRASS PLOTS, IN PARKED
 BJ4478'CENTER OF MISSISSIPPI STREET, IN FRONT OF PLAYGROUNDS, 9 METERS
 BJ4478'(30 FEET) S OF N CURB OF PARK, 4.9 METERS (16 FEET) N OF S
 BJ4478'CURB OF PARK, 6.0 METERS (20 FEET) W OF W LINE OF HOUMA
 BJ4478'STREET, AND 6.1 METERS (20 FEET) ABOVE LOWER END OF PARK.
 BJ4478'
 BJ4478'MARKED BY STANDARD MARK OF MISSISSIPPI RIVER COMMISSION,
 BJ4478'BRASS CAP ON STEEL PIPE ABOVE, AND COPPER BOLT IN TILE BELOW.
 BJ4478'STATION DONALDSONVILLE IS DISTANT 95.40 METERS (313.0 FEET)
 BJ4478'N 28 DEG 27 MIN W.
 BJ4478
 BJ4478                          STATION RECOVERY (1955)
 BJ4478
 BJ4478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4478'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BJ4478'
 BJ4478'THE STATION IS LOCATED IN THE N SECTION OF DONALDSONVILLE,
 BJ4478'NEAR THE E END OF THE CENTER ONE OF THREE SECTIONS OF NEUTRAL
 BJ4478'GROUND ON MISSISSIPPI STREET WHICH PARALLELS THE RIVER, N OF A
 BJ4478'PLAYGROUND AND TENNIS COURT, 112 FT. SE OF THE SE CORNER
 BJ4478'OF BABIN HAYNES AMERICAN LEGION POST NO. 98, 2.5 FT. S OF THE
 BJ4478'S CURB OF THE W BOUND LANE OF MISSISSIPPI STREET, 15 FT. N
 BJ4478'OF THE N CURB OF THE E BOUND LANE, 20 FT. W OF THE E END OF
 BJ4478'THE NEUTRAL GROUND, AND 35 FT. W OF THE PROJECTED CENTERLINE
 BJ4478'OF HOUMA STREET.  IT IS A 3-IN. IRON PIPE, PROJECTING 1 FT.
 BJ4478'ABOVE THE GROUND, BEARING A STANDARD CORPS OF ENGINEERS CAP.
 BJ4478'
 BJ4478'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4484 ***********************************************************************
 BJ4484  DESIGNATION -  DONALDSONVILLE MP RR MICROWAVE
 BJ4484  PID         -  BJ4484
 BJ4484  STATE/COUNTY-  LA/ASCENSION
 BJ4484  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4484
 BJ4484                         *CURRENT SURVEY CONTROL
 BJ4484  ___________________________________________________________________
 BJ4484* NAD 83(1992)-  30 05 43.84847(N)    090 59 15.50019(W)     ADJUSTED  
 BJ4484* NAVD 88     -                                                        
 BJ4484  **This station is located in a subsidence area (see below).
 BJ4484  ___________________________________________________________________
 BJ4484  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BJ4484  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BJ4484
 BJ4484  HORZ ORDER  -  THIRD
 BJ4484
 BJ4484.The horizontal coordinates were established by classical geodetic methods
 BJ4484.and adjusted by the National Geodetic Survey in January 1993..
 BJ4484
 BJ4484 ** The orthometric height has not been validated since last determined
 BJ4484 ** by differential leveling and should not be used for control purposes.
 BJ4484 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4484 ** area with valid NAVD 88 orthometric heights.
 BJ4484 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4484 ** epoch indicated which incorporates improved geoid heights for the
 BJ4484 ** Southern Louisiana Subsidence area.
 BJ4484 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4484
 BJ4484.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4484
 BJ4484.The geoid height was determined by GEOID03.
 BJ4484
 BJ4484;                    North         East     Units Scale Factor Converg.
 BJ4484;SPC LA S     -   176,903.870 1,033,320.299   MT  0.99992710   +0 10 22.3
 BJ4484;SPC LA S     -   580,392.11  3,390,151.68   sFT  0.99992710   +0 10 22.3
 BJ4484;UTM  15      - 3,331,077.195   693,921.403   MT  1.00006397   +1 00 33.8
 BJ4484
 BJ4484                          SUPERSEDED SURVEY CONTROL
 BJ4484
 BJ4484  NAD 83(1986)-  30 05 43.86632(N)    090 59 15.50041(W) AD(       ) 4
 BJ4484  NAD 27      -  30 05 43.14848(N)    090 59 15.14372(W) AD(       ) 3
 BJ4484
 BJ4484.Superseded values are not recommended for survey control.
 BJ4484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4484.See file dsdata.txt to determine how the superseded data were derived.
 BJ4484
 BJ4484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9392131077(NAD 83)
 BJ4484
 BJ4484  HISTORY     - Date     Condition        Report By
 BJ4484  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4484
 BJ4484                          STATION DESCRIPTION
 BJ4484
 BJ4484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4484'THE STATION IS THE RED LIGHT ATOP THE MISSOURI PACIFIC RAILROAD
 BJ4484'COMPANY MICROWAVE WJZ 51.  IT IS LOCATED 1/4 MILE NORTH OF THE POST
 BJ4484'OFFICE IN DONALDSONVILLE, JUST NORTH OF STATE HIGHWAY 18 AND JUST
 BJ4484'SOUTH OF THE MISSISSIPPI RIVER LEVEE.  IT IS A 3-LEGGED STEEL
 BJ4484'STRUCTURE, GUYED, RED AND WHITE IN ALTERNATE SECTIONS, 320 FEET
 BJ4484'HIGH AND HAS TWO ROUND REFLECTORS NEAR THE TOP.
 BJ4484'
 BJ4484'THE POINT INTERSECTED IS THE LIGHT ATOP THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4475 ***********************************************************************
 BJ4475  DESIGNATION -  DONALDSONVILLE MUNICIPAL TANK
 BJ4475  PID         -  BJ4475
 BJ4475  STATE/COUNTY-  LA/ASCENSION
 BJ4475  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4475
 BJ4475                         *CURRENT SURVEY CONTROL
 BJ4475  ___________________________________________________________________
 BJ4475* NAD 83(1992)-  30 06 24.77559(N)    090 59 14.52513(W)     ADJUSTED  
 BJ4475* NAVD 88     -                                                        
 BJ4475  **This station is located in a subsidence area (see below).
 BJ4475  ___________________________________________________________________
 BJ4475  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4475  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BJ4475
 BJ4475  HORZ ORDER  -  THIRD
 BJ4475
 BJ4475.The horizontal coordinates were established by classical geodetic methods
 BJ4475.and adjusted by the National Geodetic Survey in January 1993..
 BJ4475
 BJ4475 ** The orthometric height has not been validated since last determined
 BJ4475 ** by differential leveling and should not be used for control purposes.
 BJ4475 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4475 ** area with valid NAVD 88 orthometric heights.
 BJ4475 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4475 ** epoch indicated which incorporates improved geoid heights for the
 BJ4475 ** Southern Louisiana Subsidence area.
 BJ4475 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4475
 BJ4475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4475
 BJ4475.The geoid height was determined by GEOID03.
 BJ4475
 BJ4475;                    North         East     Units Scale Factor Converg.
 BJ4475;SPC LA S     -   178,164.113 1,033,342.600   MT  0.99992745   +0 10 22.8
 BJ4475;SPC LA S     -   584,526.76  3,390,224.85   sFT  0.99992745   +0 10 22.8
 BJ4475;UTM  15      - 3,332,337.801   693,925.299   MT  1.00006399   +1 00 35.6
 BJ4475
 BJ4475                          SUPERSEDED SURVEY CONTROL
 BJ4475
 BJ4475  NAD 83(1986)-  30 06 24.79328(N)    090 59 14.52531(W) AD(       ) 4
 BJ4475  NAD 27      -  30 06 24.07968(N)    090 59 14.16927(W) AD(       ) 3
 BJ4475
 BJ4475.Superseded values are not recommended for survey control.
 BJ4475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4475.See file dsdata.txt to determine how the superseded data were derived.
 BJ4475
 BJ4475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9392532338(NAD 83)
 BJ4475_MARKER: 53 = ELEVATED TANK
 BJ4475
 BJ4475  HISTORY     - Date     Condition        Report By
 BJ4475  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4475  HISTORY     - 1955     GOOD             CGS
 BJ4475  HISTORY     - 1973     GOOD             NGS
 BJ4475
 BJ4475                          STATION DESCRIPTION
 BJ4475
 BJ4475'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4475'LOCATED IN THE N EDGE OF DONALDSONVILLE, 50 YD. S OF THE
 BJ4475'TOP OF THE S LEVEE OF MISSISSIPPI RIVER, DIRECTLY N OF THE
 BJ4475'E END OF THE POWER COMPANY BUILDING, AND 50 YD. N OF THE
 BJ4475'INTERSECTION OF MISSISSIPPI STREET AND CRESCENT PLACE.  IT
 BJ4475'IS A LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  IT
 BJ4475'IS ABOUT 100 FT. HIGH.
 BJ4475'
 BJ4475'THIS IS AN INTERSECTION STATION.
 BJ4475
 BJ4475                          STATION RECOVERY (1973)
 BJ4475
 BJ4475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4475'RECOVERED AS DESCRIBED IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4485 ***********************************************************************
 BJ4485  DESIGNATION -  DONALDSONVILLE RM 4
 BJ4485  PID         -  BJ4485
 BJ4485  STATE/COUNTY-  LA/ASCENSION
 BJ4485  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4485
 BJ4485                         *CURRENT SURVEY CONTROL
 BJ4485  ___________________________________________________________________
 BJ4485* NAD 83(1992)-  30 06 26.33091(N)    090 59 17.78878(W)     ADJUSTED  
 BJ4485* NAVD 88     -         8.44   (+/-2cm)      27.7  **(feet)  VERTCON   
 BJ4485  **This station is located in a subsidence area (see below).
 BJ4485  ___________________________________________________________________
 BJ4485  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4485  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BJ4485
 BJ4485  HORZ ORDER  -  FIRST
 BJ4485  VERT ORDER  -  THIRD ? (See Below)
 BJ4485
 BJ4485.The horizontal coordinates were established by classical geodetic methods
 BJ4485.and adjusted by the National Geodetic Survey in January 1993..
 BJ4485
 BJ4485 ** The orthometric height has not been validated since last determined
 BJ4485 ** by differential leveling and should not be used for control purposes.
 BJ4485 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4485 ** area with valid NAVD 88 orthometric heights.
 BJ4485 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4485 ** epoch indicated which incorporates improved geoid heights for the
 BJ4485 ** Southern Louisiana Subsidence area.
 BJ4485 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4485.The vertical order pertains to the NGVD 29 superseded value.
 BJ4485
 BJ4485.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4485
 BJ4485.The geoid height was determined by GEOID03.
 BJ4485
 BJ4485;                    North         East     Units Scale Factor Converg.
 BJ4485;SPC LA S     -   178,211.738 1,033,255.085   MT  0.99992746   +0 10 21.1
 BJ4485;SPC LA S     -   584,683.01  3,389,937.72   sFT  0.99992746   +0 10 21.1
 BJ4485;UTM  15      - 3,332,384.150   693,837.086   MT  1.00006357   +1 00 34.0
 BJ4485
 BJ4485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4485!SPC LA S     -   1.00000286  x   0.99992746  =   0.99993032
 BJ4485!UTM  15      -   1.00000286  x   1.00006357  =   1.00006643
 BJ4485
 BJ4485|---------------------------------------------------------------------|
 BJ4485| PID    Reference Object                     Distance      Geod. Az  |
 BJ4485|                                                           dddmmss.s |
 BJ4485| BJ4475 DONALDSONVILLE MUNICIPAL TANK        99.642 METERS 11844     |
 BJ4485| BJ4484 DONALDSONVILLE MP RR MICROWAVE      APPROX. 1.3 KM 1771904.8 |
 BJ4485| CW1298 DONALDSONVILLE RM 6                                2944552.0 |
 BJ4485| CW1297 DONALDSONVILLE RM 5                  77.691 METERS 29506     |
 BJ4485| BJ0630 DONALDSONVILLE                       43.421 METERS 30458     |
 BJ4485|---------------------------------------------------------------------|
 BJ4485
 BJ4485                          SUPERSEDED SURVEY CONTROL
 BJ4485
 BJ4485  NAD 83(1986)-  30 06 26.34861(N)    090 59 17.78888(W) AD(       ) 1
 BJ4485  NAD 27      -  30 06 25.63297(N)    090 59 17.43086(W) AD(       ) 1
 BJ4485  NGVD 29 (07/19/86)    8.50   (m)           27.9    (f) LEVELING    3  
 BJ4485
 BJ4485.Superseded values are not recommended for survey control.
 BJ4485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4485.See file dsdata.txt to determine how the superseded data were derived.
 BJ4485
 BJ4485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9383732384(NAD 83)
 BJ4485_MARKER: DR = REFERENCE MARK DISK
 BJ4485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4485
 BJ4485  HISTORY     - Date     Condition        Report By
 BJ4485  HISTORY     - 1973     MONUMENTED       NGS
 BJ4485  HISTORY     - 1973     GOOD             NGS
 BJ4485  HISTORY     - 1980     GOOD             NGS
 BJ4485
 BJ4485                          STATION DESCRIPTION
 BJ4485
 BJ4485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4485'THE STATION IS LOCATED ON THE GROUNDS OF THE DONALDSONVILLE MUNICIPAL
 BJ4485'WATER PLANT, ON THE NORTH SIDE OF STATE HIGHWAY 18 AND JUST SOUTH OF
 BJ4485'THE LEVEE.
 BJ4485'
 BJ4485'TO REACH THE STATION FROM THE POST OFFICE IN DONALDSONVILLE GO NORTH
 BJ4485'ON THE SURFACED STREET FOR 0.1 MILE TO A T-INTERSECTION.  TURN RIGHT
 BJ4485'AND GO NORTHEAST ON A SURFACED STREET FOR 0.1 MILE TO THE JUNCTION
 BJ4485'OF MISSISSIPPI STREET, (STATE HIGHWAY 18).  TURN LEFT AND GO WEST ON
 BJ4485'STATE HIGHWAY 18 FOR 0.05 MILE TO A SHELL SIDE ROAD RIGHT.  TURN
 BJ4485'RIGHT AND GO NORTH ON THE SHELL ROAD FOR 0.05 MILE TO A SIDE ROAD
 BJ4485'LEFT.  TURN LEFT AND GO WEST FOR ABOUT 200 FEET TO THE STATION ON
 BJ4485'THE LEFT.  (TO REACH REFERENCE MARK 6 CONTINUE WEST ALONG THE TOP OF
 BJ4485'THE LEVEE FOR 0.2 MILE TO THE MARK ON THE LEFT.)
 BJ4485'
 BJ4485'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ4485'DONALDSONVILLE NO 4 1929 1973, SET IN THE TOP OF A ROUND CONCRETE
 BJ4485'MONUMENT THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 BJ4485'SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER OF THE ROAD, 34 FEET
 BJ4485'NORTHEAST OF THE NORTHWEST CORNER OF A WOODEN BUILDING AND 28
 BJ4485'FEET WEST OF THE FENCE AROUND THE TENNIS COURT.  NO UNDERGROUND
 BJ4485'DISK WAS SET.
 BJ4485'
 BJ4485'THE MARK IS A STANDARD STATION MARK DISK STAMPED DONALDSONVILLE 1929,
 BJ4485'SET IN THE TOP OF A BADLY CHIPPED 12-INCH SQUARE CONCRETE MONUMENT
 BJ4485'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET SOUTHWEST OF
 BJ4485'A POWER LINE POLE, 38 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 BJ4485'CONCRETE BLOCK BUILDING AND 7.5 FEET NORTH OF THE CENTER OF A
 BJ4485'ROAD.
 BJ4485'
 BJ4485'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DONALDSONVILLE NO 5 1929
 BJ4485'1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 BJ4485'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET WEST
 BJ4485'OF THE CENTER OF A GRAVELED ROAD, 8 FEET SOUTH-SOUTHEAST OF A FENCE
 BJ4485'CORNER AND 4.5 FEET EAST OF A CHAIN LINK FENCE.
 BJ4485'
 BJ4485'REFERENCE MARK 6 IS A STANDARD DISK STAMPED DONALDSONVILLE NO 6 1929
 BJ4485'1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 BJ4485'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 9.5 FEET
 BJ4485'SOUTH OF THE CENTER OF THE SHELL ROAD ALONG THE TOP OF THE LEVEE
 BJ4485'AND 2 FEET WEST OF THE WEST EDGE OF A SIDEWALK.
 BJ4485'
 BJ4485'10 KGS TENSION HELD ON MEASUREMENTS TO THE REFERENCE MARKS.
 BJ4485'
 BJ4485'DUE TO THE LOCATION OF THE 1929 STATION BEING UNDER A POWER LINE THIS
 BJ4485'MARK WAS ESTABLISHED AND OCCUPIED.
 BJ4485'
 BJ4485'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 BJ4485
 BJ4485                          STATION RECOVERY (1973)
 BJ4485
 BJ4485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RM)
 BJ4485'STATION WAS RECOVERED IN GOOD CONDITION.
 BJ4485'
 BJ4485'STATION MARK IS NOW 4 FEET WEST OF NEW SHOWER BUILDING.
 BJ4485
 BJ4485                          STATION RECOVERY (1980)
 BJ4485
 BJ4485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LLA)
 BJ4485'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2080 ***********************************************************************
 BK2080  DESIGNATION -  DONNIE
 BK2080  PID         -  BK2080
 BK2080  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2080  USGS QUAD   -  WELSH NORTH (1994)
 BK2080
 BK2080                         *CURRENT SURVEY CONTROL
 BK2080  ___________________________________________________________________
 BK2080* NAD 83(1992)-  30 21 53.47975(N)    092 51 36.09487(W)     ADJUSTED  
 BK2080* NAVD 88     -        11.62   (+/-2cm)      38.1  **(feet)  VERTCON   
 BK2080  **This station is located in a subsidence area (see below).
 BK2080  ___________________________________________________________________
 BK2080  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BK2080  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2080
 BK2080  HORZ ORDER  -  SECOND
 BK2080  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2080
 BK2080.The horizontal coordinates were established by classical geodetic methods
 BK2080.and adjusted by the National Geodetic Survey in January 1993..
 BK2080
 BK2080 ** The orthometric height has not been validated since last determined
 BK2080 ** by differential leveling and should not be used for control purposes.
 BK2080 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2080 ** area with valid NAVD 88 orthometric heights.
 BK2080 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2080 ** epoch indicated which incorporates improved geoid heights for the
 BK2080 ** Southern Louisiana Subsidence area.
 BK2080 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2080.The vertical order pertains to the NGVD 29 superseded value.
 BK2080
 BK2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2080
 BK2080.The geoid height was determined by GEOID03.
 BK2080
 BK2080;                    North         East     Units Scale Factor Converg.
 BK2080;SPC LA S     -   207,687.539   853,249.188   MT  0.99994585   -0 45 48.1
 BK2080;SPC LA S     -   681,388.20  2,799,368.38   sFT  0.99994585   -0 45 48.1
 BK2080;UTM  15      - 3,359,223.726   513,450.484   MT  0.99960223   +0 04 14.7
 BK2080
 BK2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2080!SPC LA S     -   1.00000247  x   0.99994585  =   0.99994832
 BK2080!UTM  15      -   1.00000247  x   0.99960223  =   0.99960470
 BK2080
 BK2080|---------------------------------------------------------------------|
 BK2080| PID    Reference Object                     Distance      Geod. Az  |
 BK2080|                                                           dddmmss.s |
 BK2080| BK2082 DONNIE RM 2                          17.301 METERS 17731     |
 BK2080| CV9646 27 V 106                                           1794332.5 |
 BK2080| BK2963 FENTON BELL TEL MICROWAVE MAST      APPROX. 3.6 KM 2075310.8 |
 BK2080| BK2081 DONNIE RM 1                          10.023 METERS 35959     |
 BK2080|---------------------------------------------------------------------|
 BK2080
 BK2080                          SUPERSEDED SURVEY CONTROL
 BK2080
 BK2080  NAD 83(1986)-  30 21 53.50014(N)    092 51 36.08877(W) AD(       ) 2
 BK2080  NAD 27      -  30 21 52.76668(N)    092 51 35.56152(W) AD(       ) 2
 BK2080  NGVD 29 (??/??/??)   11.584  (m)           38.01   (f) ADJUSTED    2 2
 BK2080
 BK2080.Superseded values are not recommended for survey control.
 BK2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2080.See file dsdata.txt to determine how the superseded data were derived.
 BK2080
 BK2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1345059224(NAD 83)
 BK2080_MARKER: DS = TRIANGULATION STATION DISK
 BK2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2080_SP_SET: CONCRETE POST
 BK2080_STAMPING: DONNIE 1974
 BK2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2080+STABILITY: SURFACE MOTION
 BK2080
 BK2080  HISTORY     - Date     Condition        Report By
 BK2080  HISTORY     - 1971     MONUMENTED       LADH
 BK2080  HISTORY     - 1977     GOOD             LADTD
 BK2080  HISTORY     - 19961118 GOOD             USPSQD
 BK2080
 BK2080                          STATION DESCRIPTION
 BK2080
 BK2080'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BK2080'THE STATION IS LOCATED 8 MILES NORTHWEST OF WELSH, 12 MILES NORTHEAST
 BK2080'OF IOWA AND 3 MILES EAST OF FENTON, IN THE NORTHWEST QUARTER OF
 BK2080'SECTION 14, T8S, R5W, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BK2080'DEPARTMENT OF HIGHWAYS.
 BK2080'
 BK2080'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIHGWAY 10
 BK2080'AND STATE HIGHWAY 99 IN THE NORTHERN PART OF WELSH, GO NORTH ALONG
 BK2080'STATE HIGHWAY 99 FOR 6 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BK2080'102, TURN LEFT AND GO WEST ALONG STATE HIGHWAY 102 FOR 2 MILES TO A
 BK2080'RIGHT ANGLE TURN, BEAR NORTH AND CONTINUE ON STATE HIGHWAY 102 FOR
 BK2080'2 MILES TO A CURVE AND THE MARK SET ON THE RIGHT AND EAST OF THE
 BK2080'HIGHWAY JUST SOUTH OF A BLACKTOP PARISH ROAD AND WEST OF A
 BK2080'FENCE.
 BK2080'
 BK2080'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BK2080'HIGHWAY 102 FOR 0.6 MILE.  THE MARK IS SET IN A DRILL HOLE IN THE
 BK2080'HEADWALL OF A CULVERT ON THE RIGHT AND WEST OF THE HIGHWAY.
 BK2080'
 BK2080'THE STATION MARK IS A STANDARD LOUISIAN DEPARTMENT OF HIGHWAYS AND
 BK2080'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2080'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2080'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2080'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2080'STAMPED DONNIE 1974.  THE MARK IS 375 FEET EAST OF THE CENTER OF
 BK2080'STATE HIGHWAY 102, 102 FEET SOUTH OF THE CENTER OF A
 BK2080'BLACK-TOP PARISH ROAD, 88 FEET SOUTH-SOUTHEAST OF THE CENTER
 BK2080'OF A GRAVEL ROAD LEADING EAST TO A TRASH DUMP, 34 FEET
 BK2080'NORTH OF THE CENTER OF A METAL GATE, 14 FEET NORTH OF A 3
 BK2080'INCH PINE TREE, 3 FEET WEST OF A FENCE AND 1.5 FEET WEST OF A
 BK2080'METAL WITNESS POST AND SIGN.
 BK2080'
 BK2080'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2080'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2080'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2080'STAMPED DONNIE RM 1 1974.  IT IS 70 FEET SOUTH OF THE CENTER OF A
 BK2080'GRAVEL ROAD LEADING EAST TO A TRASH DUMP, 66.5 FEET NORTH OF THE
 BK2080'CENTER OF A METAL GATE, 66 FEET EAST OF THE CENTER OF A
 BK2080'BLACK-TOP PARISH ROAD, 18.5 FEET NORTH OF A 3 INCH PINE TREE AND
 BK2080'3 FEET WEST OF A FENCE.
 BK2080'
 BK2080'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2080'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2080'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2080'STAMPED DONNIE RM 2 1974.  IT IS 42 FEET SOUTH OF A 3 INCH PINE
 BK2080'TREE, 28 FEET SOUTH OF A METAL FIELD GATE, 14 FEET NORTH OF A 2 INCH
 BK2080'PINE TREE, AND 1.5 FEET WEST OF A FENCE.
 BK2080'
 BK2080'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2080'U. S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN A DRILL HOLE
 BK2080'IN THE TOP OF A CONCRETE HEADWALL ON A CULVERT.  IT IS STAMPED
 BK2080'27V106 1970.  IT IS 100 FEET NORTHWEST OF A POWER POLE (NO. 13),
 BK2080'25 FEET EAST OF A FENCE, 17 FEET WEST OF THE CENTER OF STATE
 BK2080'HIGHWAY 102, 3 FEET NORTH OF A METAL WITNESS POST AND SIGN AND 2
 BK2080'FEET SOUTH OF THE CENTER OF THE CONCRETE HEADHWALL.
 BK2080'
 BK2080'NEAREST TOWN--WELSH.
 BK2080
 BK2080                          STATION RECOVERY (1977)
 BK2080
 BK2080'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BK2080'3.6 MI NE FROM FENTON.
 BK2080'ABOUT 0.1 MILE NORTHEAST ALONG U.S. 165 FROM THE WATER TOWER AT
 BK2080'FENTON, THENCE EAST 3.5 MILES ALONG STATE HIGHWAY 102, 375 FEET EAST
 BK2080'OF THE CENTER OF STATE HIGHWAY 102, 102 FEET SOUTH OF THE CENTER OF A
 BK2080'BLACK-TOP PARISH ROAD, 14 FEET NORTH OF A 3 INCH PINE TREE, 3 FEET
 BK2080'WEST OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, AND SET IN A
 BK2080'CONCRETE POST FLUSH WITH THE GROUND.
 BK2080
 BK2080                          STATION RECOVERY (1996)
 BK2080
 BK2080'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2081 ***********************************************************************
 BK2081  DESIGNATION -  DONNIE RM 1
 BK2081  PID         -  BK2081
 BK2081  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2081  USGS QUAD   -  WELSH NORTH (1994)
 BK2081
 BK2081                         *CURRENT SURVEY CONTROL
 BK2081  ___________________________________________________________________
 BK2081* NAD 83(1992)-  30 21 53.80524(N)    092 51 36.09495(W)     ADJUSTED  
 BK2081* NAVD 88     -        11.46   (+/-2cm)      37.6  **(feet)  VERTCON   
 BK2081  **This station is located in a subsidence area (see below).
 BK2081  ___________________________________________________________________
 BK2081  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BK2081  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2081
 BK2081  HORZ ORDER  -  SECOND
 BK2081  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2081
 BK2081.The horizontal coordinates were established by classical geodetic methods
 BK2081.and adjusted by the National Geodetic Survey in January 1993..
 BK2081
 BK2081 ** The orthometric height has not been validated since last determined
 BK2081 ** by differential leveling and should not be used for control purposes.
 BK2081 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2081 ** area with valid NAVD 88 orthometric heights.
 BK2081 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2081 ** epoch indicated which incorporates improved geoid heights for the
 BK2081 ** Southern Louisiana Subsidence area.
 BK2081 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2081.The vertical order pertains to the NGVD 29 superseded value.
 BK2081
 BK2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2081
 BK2081.The geoid height was determined by GEOID03.
 BK2081
 BK2081;                    North         East     Units Scale Factor Converg.
 BK2081;SPC LA S     -   207,697.561   853,249.320   MT  0.99994586   -0 45 48.1
 BK2081;SPC LA S     -   681,421.08  2,799,368.81   sFT  0.99994586   -0 45 48.1
 BK2081;UTM  15      - 3,359,233.745   513,450.469   MT  0.99960223   +0 04 14.7
 BK2081
 BK2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2081!SPC LA S     -   1.00000249  x   0.99994586  =   0.99994835
 BK2081!UTM  15      -   1.00000249  x   0.99960223  =   0.99960472
 BK2081
 BK2081:                Primary Azimuth Mark                     Grid Az
 BK2081:SPC LA S     -  MULLER                                   137 02 27.4
 BK2081:UTM  15      -  MULLER                                   136 12 24.6
 BK2081
 BK2081|---------------------------------------------------------------------|
 BK2081| PID    Reference Object                     Distance      Geod. Az  |
 BK2081|                                                           dddmmss.s |
 BK2081| BK2960 MULLER                              APPROX. 4.7 KM 1361639.3 |
 BK2081| BK2080 DONNIE                               10.023 METERS 17959     |
 BK2081|---------------------------------------------------------------------|
 BK2081
 BK2081                          SUPERSEDED SURVEY CONTROL
 BK2081
 BK2081  NAD 83(1986)-  30 21 53.82565(N)    092 51 36.08885(W) AD(       ) 2
 BK2081  NAD 27      -  30 21 53.09217(N)    092 51 35.56160(W) AD(       ) 2
 BK2081  NGVD 29 (??/??/??)   11.427  (m)           37.49   (f) ADJUSTED    2 2
 BK2081
 BK2081.Superseded values are not recommended for survey control.
 BK2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2081.See file dsdata.txt to determine how the superseded data were derived.
 BK2081
 BK2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1345059234(NAD 83)
 BK2081_MARKER: DR = REFERENCE MARK DISK
 BK2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2081_SP_SET: CONCRETE POST
 BK2081_STAMPING: DONNIE RM 1 1974
 BK2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2081+STABILITY: SURFACE MOTION
 BK2081
 BK2081  HISTORY     - Date     Condition        Report By
 BK2081  HISTORY     - 1974     MONUMENTED       NGS
 BK2081  HISTORY     - 1977     GOOD             LADTD
 BK2081  HISTORY     - 20030312 MARK NOT FOUND   USPSQD
 BK2081  HISTORY     - 20040420 MARK NOT FOUND   USPSQD
 BK2081
 BK2081                          STATION DESCRIPTION
 BK2081
 BK2081'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2081'3.6 MI NE FROM FENTON.
 BK2081'ABOUT 0.1 MILE NORTHEAST ALONG U.S. 165 FROM THE WATER TOWER AT
 BK2081'FENTON, THENCE EAST 3.5 MILES ALONG STATE HIGHWAY 102, 33 FEET NORTH
 BK2081'OF THE STATION STAMPED DONNIE 1974, 66 FEET EAST OF THE CENTER OF A
 BK2081'BLACK-TOP PARISH ROAD, 18.5 FEET NORTH OF A 3 INCH PINE TREE, 3 FEET
 BK2081'WEST OF A FENCE, AND SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 BK2081
 BK2081                          STATION RECOVERY (2003)
 BK2081
 BK2081'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2081'MARK NOT FOUND.
 BK2081
 BK2081                          STATION RECOVERY (2004)
 BK2081
 BK2081'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2629 ***********************************************************************
 BH2629  DESIGNATION -  DOOR POINT
 BH2629  PID         -  BH2629
 BH2629  STATE/COUNTY-  LA/ST BERNARD
 BH2629  USGS QUAD   -  DOOR POINT (1994)
 BH2629
 BH2629                         *CURRENT SURVEY CONTROL
 BH2629  ___________________________________________________________________
 BH2629* NAD 83(1992)-  30 03 45.96032(N)    089 10 09.36621(W)     ADJUSTED  
 BH2629* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2629  ___________________________________________________________________
 BH2629  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BH2629  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH2629
 BH2629  HORZ ORDER  -  SECOND
 BH2629
 BH2629.The horizontal coordinates were established by classical geodetic methods
 BH2629.and adjusted by the National Geodetic Survey in May 1994..
 BH2629
 BH2629.The orthometric height was scaled from a topographic map.
 BH2629
 BH2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2629
 BH2629.The geoid height was determined by GEOID03.
 BH2629
 BH2629;                    North         East     Units Scale Factor Converg.
 BH2629;SPC LA S     -   175,194.004 1,208,643.275   MT  0.99992633   +1 04 55.4
 BH2629;SPC LA S     -   574,782.33  3,965,357.14   sFT  0.99992633   +1 04 55.4
 BH2629;SPC MS E     -    62,426.453   267,608.819   MT  0.99996294   -0 10 05.8
 BH2629;SPC MS E     -   204,810.79    877,979.93   sFT  0.99996294   -0 10 05.8
 BH2629;UTM  16      - 3,327,724.115   290,885.803   MT  1.00013953   -1 05 13.5
 BH2629
 BH2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2629!SPC LA S     -   1.00000420  x   0.99992633  =   0.99993053
 BH2629!SPC MS E     -   1.00000420  x   0.99996294  =   0.99996714
 BH2629!UTM  16      -   1.00000420  x   1.00013953  =   1.00014373
 BH2629
 BH2629|---------------------------------------------------------------------|
 BH2629| PID    Reference Object                     Distance      Geod. Az  |
 BH2629|                                                           dddmmss.s |
 BH2629| DD7867 DOOR POINT RM 1                      21.705 METERS 15819     |
 BH2629| DD7869 DOOR POINT RM 3                      44.645 METERS 21539     |
 BH2629| DD7868 DOOR POINT RM 2                      20.588 METERS 23442     |
 BH2629| DD7870 DOOR POINT RM 4                      33.266 METERS 29022     |
 BH2629| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 9.5 KM 3161831.0 |
 BH2629|---------------------------------------------------------------------|
 BH2629
 BH2629                          SUPERSEDED SURVEY CONTROL
 BH2629
 BH2629  NAD 83(1992)-  30 03 45.97211(N)    089 10 09.35676(W) AD(       ) 2
 BH2629  NAD 83(1986)-  30 03 45.97242(N)    089 10 09.35746(W) AD(       ) 2
 BH2629  NAD 27      -  30 03 45.25000(N)    089 10 09.23000(W) AD(       ) 2
 BH2629
 BH2629.Superseded values are not recommended for survey control.
 BH2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2629.See file dsdata.txt to determine how the superseded data were derived.
 BH2629
 BH2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9088627724(NAD 83)
 BH2629_MARKER: DS = TRIANGULATION STATION DISK
 BH2629_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2629_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2629
 BH2629  HISTORY     - Date     Condition        Report By
 BH2629  HISTORY     - 1921     MONUMENTED       CGS
 BH2629  HISTORY     - 1934     GOOD             CGS
 BH2629  HISTORY     - 1952     MARK NOT FOUND   CGS
 BH2629
 BH2629                          STATION DESCRIPTION
 BH2629
 BH2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (FBS)
 BH2629'STATION IS LOCATED ON THE NORTHEASTERNMOST LAND IN THIS VICINITY. AT
 BH2629'THIS DATE IT IS ABOUT 80 METERS INSHORE FROM A BANK OF SHELL WASHED
 BH2629'UP BY THE EASTERLY SEAS. IT IS ON THE MARSH AND AWASH AT HIGH
 BH2629'WATER.  THERE ARE FOUR NAILS SET IN THE CEMENT AROUND THE DISK IN
 BH2629'REFERENCE MARK NO. 2.
 BH2629'
 BH2629'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 BH2629'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET
 BH2629'IN CONCRETE IN THE TOP OF A TILE.
 BH2629'
 BH2629'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 BH2629
 BH2629                          STATION RECOVERY (1934)
 BH2629
 BH2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2629'STATION IS ON NORTHERN AND WESTERN SIDE OF CHANDELEUR SOUND ABOUT
 BH2629'10 MILES S OF THE WESTERN END OF CAT ISLAND ON DOOR POINT. THE
 BH2629'POINT IS WASHING AWAY. THE STATION AND REFERENCE MARK NO. 1 ARE ON
 BH2629'THE HIGH-WATER LINE NOW. STATION MARK IS STILL IN GOOD CONDITION,
 BH2629'TOP OF TILE ABOUT REFERENCE MARK NO. 1 IS CRACKED AND THE BRASS
 BH2629'DISK IS MISSING. REFERENCE MARK NO. 2 IS INSHORE AND STILL IN GOOD
 BH2629'CONDITION BUT WILL SOON BE COVERED WITH THE SHELL BANK THAT
 BH2629'WASHES BACK AS THE LAND WASHES AWAY.
 BH2629'
 BH2629'NEW REFERENCE MARKS NO. 3 AND NO. 4 INSTALLED.
 BH2629
 BH2629                          STATION RECOVERY (1952)
 BH2629
 BH2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2629'THREE MEN SEARCHED FOR TWO HOURS WITHOUT FINDING ANY EVIDENCE OF THE
 BH2629'STATION OR REFERENCE MARKS. THE AREA HAD BEEN PREVIOUSLY SEARCHED BY
 BH2629'OIL COMPANY ENGINEERS AND GEOPHYSICAL CREWS, ALSO WITH NEGATIVE
 BH2629'RESULTS. THE RAPID EROSION OF THE MARSH AND SUBSEQUENT CHANGES IN
 BH2629'THE SHAPE OF THE SHORELINE MAKE IT IMPOSSIBLE TO MAKE A CHECK OF
 BH2629'THE DESCRIPTION.
 BH2629'
 BH2629'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 BH2629'
 BH2629'A NEW STATION DOOR PT. 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2630 ***********************************************************************
 BH2630  DESIGNATION -  DOOR POINT 2
 BH2630  PID         -  BH2630
 BH2630  STATE/COUNTY-  LA/ST BERNARD
 BH2630  USGS QUAD   -  DOOR POINT (1994)
 BH2630
 BH2630                         *CURRENT SURVEY CONTROL
 BH2630  ___________________________________________________________________
 BH2630* NAD 83(1992)-  30 03 48.76990(N)    089 10 33.04943(W)     ADJUSTED  
 BH2630* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2630  ___________________________________________________________________
 BH2630  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BH2630  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BH2630
 BH2630  HORZ ORDER  -  SECOND
 BH2630
 BH2630.The horizontal coordinates were established by classical geodetic methods
 BH2630.and adjusted by the National Geodetic Survey in May 1994..
 BH2630
 BH2630.The orthometric height was scaled from a topographic map.
 BH2630
 BH2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2630
 BH2630.The geoid height was determined by GEOID03.
 BH2630
 BH2630;                    North         East     Units Scale Factor Converg.
 BH2630;SPC LA S     -   175,268.537 1,208,007.454   MT  0.99992634   +1 04 43.6
 BH2630;SPC LA S     -   575,026.86  3,963,271.12   sFT  0.99992634   +1 04 43.6
 BH2630;SPC MS E     -    62,514.845   266,974.753   MT  0.99996345   -0 10 17.7
 BH2630;SPC MS E     -   205,100.79    875,899.67   sFT  0.99996345   -0 10 17.7
 BH2630;UTM  16      - 3,327,822.681   290,253.123   MT  1.00014280   -1 05 25.5
 BH2630
 BH2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2630!SPC LA S     -   1.00000420  x   0.99992634  =   0.99993054
 BH2630!SPC MS E     -   1.00000420  x   0.99996345  =   0.99996765
 BH2630!UTM  16      -   1.00000420  x   1.00014280  =   1.00014700
 BH2630
 BH2630:                Primary Azimuth Mark                     Grid Az
 BH2630:SPC LA S     -  DOOR POINT 2 AZ MK                       117 10 47.6
 BH2630:SPC MS E     -  DOOR POINT 2 AZ MK                       118 25 48.9
 BH2630:UTM  16      -  DOOR POINT 2 AZ MK                       119 20 56.7
 BH2630
 BH2630|---------------------------------------------------------------------|
 BH2630| PID    Reference Object                     Distance      Geod. Az  |
 BH2630|                                                           dddmmss.s |
 BH2630| DD7871 DOOR POINT 2 AZ MK                                 1181531.2 |
 BH2630| BH2628 DOOR POINT LIGHT                    APPROX. 2.7 KM 1303210.5 |
 BH2630| DD7872 DOOR POINT 2 RM 5                    32.086 METERS 17102     |
 BH2630| DD7873 DOOR POINT 2 RM 6                    29.523 METERS 26554     |
 BH2630| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 9.0 KM 3185122.3 |
 BH2630|---------------------------------------------------------------------|
 BH2630
 BH2630                          SUPERSEDED SURVEY CONTROL
 BH2630
 BH2630  NAD 83(1992)-  30 03 48.78188(N)    089 10 33.04241(W) AD(       ) 2
 BH2630  NAD 83(1986)-  30 03 48.78250(N)    089 10 33.04210(W) AD(       ) 2
 BH2630  NAD 27      -  30 03 48.06100(N)    089 10 32.90800(W) AD(       ) 2
 BH2630
 BH2630.Superseded values are not recommended for survey control.
 BH2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2630.See file dsdata.txt to determine how the superseded data were derived.
 BH2630
 BH2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9025327823(NAD 83)
 BH2630_MARKER: DS = TRIANGULATION STATION DISK
 BH2630_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2630_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2630
 BH2630  HISTORY     - Date     Condition        Report By
 BH2630  HISTORY     - 1952     MONUMENTED       CGS
 BH2630  HISTORY     - 1955     GOOD             CGS
 BH2630  HISTORY     - 1965     GOOD             CGS
 BH2630  HISTORY     - 1969     GOOD             CGS
 BH2630  HISTORY     - 1971     GOOD             NGS
 BH2630
 BH2630                          STATION DESCRIPTION
 BH2630
 BH2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2630'STATION IS ON N AND W SIDE OF CHANDELEUR SOUND ON DOOR POINT, ABOUT
 BH2630'3,800 FEET NW FROM THE MOST NE TIP OF THE POINT. MEAN HIGH-WATER
 BH2630'LINE IS 407 FEET N OF THE STATION AND 395 FEET E OF IT.
 BH2630'
 BH2630'STATION MARK IS A STANDARD DISK, STAMPED DOOR PT 2 1952, SET IN A
 BH2630'4-INCH CONCRETE PIPE PROJECTING ABOUT 14 INCHES AND SUPPORTED ON AN
 BH2630'8-FOOT 2 X 4 POST DRIVEN INTO THE MARSH.
 BH2630'
 BH2630'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED DOOR PT 2 NO 5 1952,
 BH2630'SET IN 4-INCH CONCRETE PIPE PROJECTING ABOUT 14 INCHES AND SUPPORTED
 BH2630'ON AN 8-FOOT 2 X 4 POST DRIVEN INTO THE MARSH.
 BH2630'
 BH2630'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED DOOR PT 2 NO 6 1952,
 BH2630'SET IN 6-INCH CONCRETE PIPE PROJECTING ABOUT 14 INCHES AND SUPPORTED
 BH2630'ON AN 8-FOOT 2 X 4 POST DRIVEN INTO THE MARSH. IT IS APPROXIMATELY
 BH2630'400 FEET S OF THE APPARENT SHORELINE.
 BH2630'
 BH2630'HEIGHT OF LIGHT ABOVE STATION MARK- 7 METERS.
 BH2630
 BH2630                          STATION RECOVERY (1955)
 BH2630
 BH2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 BH2630'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION. THE
 BH2630'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT A NEW AZIMUTH MARK WAS
 BH2630'ESTABLISHED.
 BH2630'
 BH2630'THE AZIMUTH MARK, APPROXIMATELY 0.25 MILE EAST-SOUTHEAST OF THE
 BH2630'STATION, IS 200 FEET NORTHEAST OF A POINT WHERE THE ISLAND EXTENDS
 BH2630'OUT INTO A NARROW NECK, 65 FEET WEST OF THE APPARENT SHORE LINE AND
 BH2630'2 FEET WEST OF A SHELL BANK. A STANDARD DISK STAMPED DOOR PT 2
 BH2630'1952 1955, SET IN CONCRETE IN THE TOP OF AN 8 INCH SOIL PIPE
 BH2630'PROJECTING 14 INCHES. THE TILE IS SET ON TOP OF AN 8 FOOT PILE
 BH2630'DRIVEN INTO THE MARSH.
 BH2630'
 BH2630'DISTANCE AND DIRECTION TO R.M. 6 COULD NOT BE MEASURED AS A TOWER
 BH2630'LEG WAS DIRECTLY ON LINE AND THE ISLAND WAS COVERED WITH WATER.
 BH2630
 BH2630                          STATION RECOVERY (1965)
 BH2630
 BH2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 BH2630'THE STATION WAS VISITED. THE STATION MARK AND REFERENCE MARKS NOS. 5
 BH2630'AND 6 WERE FOUND IN GOOD CONDITION. THE STATION IS ABOUT 400 FEET
 BH2630'SOUTH OF THE BEACH. ALL MARKS PROJECT ABOUT 14 INCHES ABOVE THE
 BH2630'GROUND. A STEEL POST AND WITNESS SIGN WAS LEFT STANDING BESIDE THE
 BH2630'STATION MARK. THERE IS OYSTER SHELL BUILT UP ABOUT 5 FEET IN
 BH2630'HEIGHT ALONG THE BEACH EAST-NORTHEAST OF THE STATION.
 BH2630'
 BH2630'THE STATION WAS REACHED BY FLOAT PLANE. THE WATER IS SHALLOW AT THE
 BH2630'BEACH ALONG THE NORTH AND SOUTH SHORELINES.
 BH2630
 BH2630                          STATION RECOVERY (1969)
 BH2630
 BH2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2630'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD
 BH2630'CONDITION AFTER HURRICANE CAMILLE.  THE RMS WERE IN GOOD
 BH2630'CONDITION.  THE ISLAND WAS BADLY ERODED FROM THE EAST AND SHOULD
 BH2630'BE SET BACK.
 BH2630
 BH2630                          STATION RECOVERY (1971)
 BH2630
 BH2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2630'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NOT SEARCHED
 BH2630'FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2628 ***********************************************************************
 BH2628  DESIGNATION -  DOOR POINT LIGHT
 BH2628  PID         -  BH2628
 BH2628  STATE/COUNTY-  LA/ST BERNARD
 BH2628  USGS QUAD   -  DOOR POINT (1994)
 BH2628
 BH2628                         *CURRENT SURVEY CONTROL
 BH2628  ___________________________________________________________________
 BH2628* NAD 83(1992)-  30 02 51.21844(N)    089 09 15.70231(W)     ADJUSTED  
 BH2628* NAVD 88     -                                                        
 BH2628  ___________________________________________________________________
 BH2628  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 BH2628  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BH2628
 BH2628  HORZ ORDER  -  THIRD
 BH2628
 BH2628.The horizontal coordinates were established by classical geodetic methods
 BH2628.and adjusted by the National Geodetic Survey in May 1994..
 BH2628
 BH2628
 BH2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2628
 BH2628.The geoid height was determined by GEOID03.
 BH2628
 BH2628;                    North         East     Units Scale Factor Converg.
 BH2628;SPC LA S     -   173,536.024 1,210,112.341   MT  0.99992608   +1 05 22.2
 BH2628;SPC LA S     -   569,342.77  3,970,176.91   sFT  0.99992608   +1 05 22.2
 BH2628;SPC MS E     -    60,736.751   269,041.409   MT  0.99996182   -0 09 38.7
 BH2628;SPC MS E     -   199,267.16    882,680.02   sFT  0.99996182   -0 09 38.7
 BH2628;UTM  16      - 3,326,011.366   292,291.364   MT  1.00013231   -1 04 44.8
 BH2628
 BH2628                          SUPERSEDED SURVEY CONTROL
 BH2628
 BH2628  NAD 83(1992)-  30 02 51.22906(N)    089 09 15.69353(W) AD(       ) 4
 BH2628  NAD 83(1986)-  30 02 51.22992(N)    089 09 15.69363(W) AD(       ) 4
 BH2628  NAD 27      -  30 02 50.38300(N)    089 09 15.39900(W) AD(       ) 3
 BH2628
 BH2628.Superseded values are not recommended for survey control.
 BH2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2628.See file dsdata.txt to determine how the superseded data were derived.
 BH2628
 BH2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9229126011(NAD 83)
 BH2628_MARKER: 14 = NAVIGATION LIGHT
 BH2628
 BH2628  HISTORY     - Date     Condition        Report By
 BH2628  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2628
 BH2628                          STATION DESCRIPTION
 BH2628
 BH2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2628'LOCATED SOUTHEAST OF DEER POINT, IT IS A BLACK TRIANGULAR STRUCTURE
 BH2628'ON PILES AND IS 25 FT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3063 ***********************************************************************
 CQ3063  DESIGNATION -  DORCHEAT
 CQ3063  PID         -  CQ3063
 CQ3063  STATE/COUNTY-  LA/WEBSTER
 CQ3063  USGS QUAD   -  LETON (1981)
 CQ3063
 CQ3063                         *CURRENT SURVEY CONTROL
 CQ3063  ___________________________________________________________________
 CQ3063* NAD 83(1992)-  32 48 50.96660(N)    093 21 27.24119(W)     ADJUSTED  
 CQ3063* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 CQ3063  ___________________________________________________________________
 CQ3063  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CQ3063  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3063
 CQ3063  HORZ ORDER  -  FIRST
 CQ3063
 CQ3063.The horizontal coordinates were established by classical geodetic methods
 CQ3063.and adjusted by the National Geodetic Survey in September 1999..
 CQ3063
 CQ3063.The orthometric height was scaled from a topographic map.
 CQ3063
 CQ3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3063
 CQ3063.The geoid height was determined by GEOID03.
 CQ3063
 CQ3063;                    North         East     Units Scale Factor Converg.
 CQ3063;SPC LA N     -   256,911.679   919,687.885   MT  1.00003696   -0 27 12.2
 CQ3063;SPC LA N     -   842,884.40  3,017,342.67   sFT  1.00003696   -0 27 12.2
 CQ3063;UTM  15      - 3,630,741.322   466,527.640   MT  0.99961381   -0 11 37.6
 CQ3063
 CQ3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3063!SPC LA N     -   0.99999295  x   1.00003696  =   1.00002991
 CQ3063!UTM  15      -   0.99999295  x   0.99961381  =   0.99960677
 CQ3063
 CQ3063|---------------------------------------------------------------------|
 CQ3063| PID    Reference Object                     Distance      Geod. Az  |
 CQ3063|                                                           dddmmss.s |
 CQ3063| CX5743 DORCHEAT RM 1                        21.348 METERS 09435     |
 CQ3063| CX5744 DORCHEAT RM 2                        28.063 METERS 19708     |
 CQ3063| CQ3065 COTTON VALLEY DULLIEN PLT STK       APPROX. 5.2 KM 2551030.5 |
 CQ3063| CX5742 DORCHEAT AZ MK                                     2703847.7 |
 CQ3063| CQ3066 COTTON VALLEY MUNICIPAL TANK        APPROX. 5.8 KM 2785037.1 |
 CQ3063|---------------------------------------------------------------------|
 CQ3063
 CQ3063                          SUPERSEDED SURVEY CONTROL
 CQ3063
 CQ3063  NAD 83(1992)-  32 48 50.96998(N)    093 21 27.23565(W) AD(       ) 1
 CQ3063  NAD 83(1986)-  32 48 50.97806(N)    093 21 27.23200(W) AD(       ) 1
 CQ3063  NAD 27      -  32 48 50.46500(N)    093 21 26.61600(W) AD(       ) 1
 CQ3063
 CQ3063.Superseded values are not recommended for survey control.
 CQ3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3063.See file dsdata.txt to determine how the superseded data were derived.
 CQ3063
 CQ3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6652830741(NAD 83)
 CQ3063_MARKER: DS = TRIANGULATION STATION DISK
 CQ3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3063
 CQ3063  HISTORY     - Date     Condition        Report By
 CQ3063  HISTORY     - 1950     MONUMENTED       CGS
 CQ3063
 CQ3063                          STATION DESCRIPTION
 CQ3063
 CQ3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3063'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST AND 1/2 MILE
 CQ3063'SOUTH OF COTTON VALLEY ON THE HIGHEST POINT OF A SMALL HILL
 CQ3063'ON THE WEST SIDE OF A GRADED OIL FIELD ROAD AND ON LAND
 CQ3063'OWNED BY THE WEBB ESTATE.  IT IS 28 FEET WEST OF THE CENTER
 CQ3063'OF GRADED ROAD AND 3 FEET SOUTHEAST OF WITNESS POST.  IT IS
 CQ3063'STAMPED DORCHEAT 1950 AND PROJECTS 2 INCHES.
 CQ3063'
 CQ3063'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, 33 FEET
 CQ3063'EAST OF THE CENTER OF THE GRADED ROAD.  IT IS STAMPED DORCHEAT
 CQ3063'NO 1 1950 AND PROJECTS 3 INCHES.
 CQ3063'
 CQ3063'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, 21
 CQ3063'FEET SOUTH OF THE CENTER OF THE GRADED ROAD.  IT IS STAMPED
 CQ3063'DORCHEAT NO 2 1950 AND PROJECTS 3 INCHES.
 CQ3063'
 CQ3063'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 127.30 FEET.
 CQ3063'
 CQ3063'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 0.05
 CQ3063'MILE NORTHEAST OF A LARGE TIN STORAGE BARN, 30 FEET NORTH
 CQ3063'OF THE CENTER OF THE GRADED ROAD AND 2 FEET EAST OF WITNESS
 CQ3063'POST.  IT IS STAMPED DORCHEAT 1950 AND PROJECTS 2 INCHES.
 CQ3063'
 CQ3063'TO REACH THE STATION FROM THE CROSSING JUST NORTH OF THE
 CQ3063'RAILROAD STATION IN COTTON VALLEY, GO EAST ON GRAVELED ROAD
 CQ3063'FOR (STATE ROUTE 182) 2.7 MILES TO TOP OF HILL AND SIDE ROAD
 CQ3063'RIGHT, TURN RIGHT AND FOLLOW GRADED ROAD SOUTH FOR 0.8 MILE
 CQ3063'TO A SMALL TIN SHED ON RIGHT AND SIDE ROAD LEFT, TURN LEFT
 CQ3063'AND GO EAST 0.05 MILE TO FORKS JUST WEST OF A LARGE TIN
 CQ3063'STORAGE BARN, TURN LEFT AND FOLLOW GRADED ROAD FOR 0.05 MILE
 CQ3063'TO THE AZIMUTH MARK ON THE NORTH SIDE AS DESCRIBED, CONTINUE
 CQ3063'EAST ON GRADED ROAD FOR 0.35 MILE TO FORKS, BEAR LEFT FOR
 CQ3063'0.05 MILE TO FORK, BEAR LEFT FOR 0.05 MILE TO ANOTHER FORK
 CQ3063'AND STATION JUST NORTHEAST AS DESCRIBED.
 CQ3063'
 CQ3063'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3028 ***********************************************************************
 CP3028  DESIGNATION -  DORIS
 CP3028  PID         -  CP3028
 CP3028  STATE/COUNTY-  LA/FRANKLIN
 CP3028  USGS QUAD   -  FT NECESSITY (1983)
 CP3028
 CP3028                         *CURRENT SURVEY CONTROL
 CP3028  ___________________________________________________________________
 CP3028* NAD 83(1992)-  32 06 01.14539(N)    091 46 02.91342(W)     ADJUSTED  
 CP3028* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 CP3028  ___________________________________________________________________
 CP3028  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CP3028  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP3028
 CP3028  HORZ ORDER  -  SECOND
 CP3028
 CP3028.The horizontal coordinates were established by classical geodetic methods
 CP3028.and adjusted by the National Geodetic Survey in May 1994..
 CP3028
 CP3028.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3028
 CP3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3028
 CP3028.The geoid height was determined by GEOID03.
 CP3028
 CP3028;                    North         East     Units Scale Factor Converg.
 CP3028;SPC LA N     -   177,669.220 1,069,136.956   MT  0.99991980   +0 23 14.2
 CP3028;SPC LA N     -   582,903.10  3,507,660.16   sFT  0.99991980   +0 23 14.2
 CP3028;UTM  15      - 3,552,220.062   616,295.484   MT  0.99976679   +0 39 18.1
 CP3028
 CP3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3028!SPC LA N     -   1.00000080  x   0.99991980  =   0.99992060
 CP3028!UTM  15      -   1.00000080  x   0.99976679  =   0.99976759
 CP3028
 CP3028:                Primary Azimuth Mark                     Grid Az
 CP3028:SPC LA N     -  DORIS AZ MK                              049 12 50.4
 CP3028:UTM  15      -  DORIS AZ MK                              048 56 46.5
 CP3028
 CP3028|---------------------------------------------------------------------|
 CP3028| PID    Reference Object                     Distance      Geod. Az  |
 CP3028|                                                           dddmmss.s |
 CP3028| CY3469 DORIS AZ MK                                        0493604.6 |
 CP3028| CP3027 DORIS LDH 1971 RM 2                   6.754 METERS 16705     |
 CP3028| CP1885 U 243                                              2020911.8 |
 CP3028| CY3470 DORIS RM 1                           14.819 METERS 35701     |
 CP3028|---------------------------------------------------------------------|
 CP3028
 CP3028                          SUPERSEDED SURVEY CONTROL
 CP3028
 CP3028  NAD 83(1992)-  32 06 01.14621(N)    091 46 02.91267(W) AD(       ) 2
 CP3028  NAD 83(1986)-  32 06 01.15864(N)    091 46 02.90770(W) AD(       ) 2
 CP3028  NAD 27      -  32 06 00.60123(N)    091 46 02.45143(W) AD(       ) 2
 CP3028  NGVD 29 (07/19/86)   21.0    (m)           69.     (f) VERT ANG       
 CP3028
 CP3028.Superseded values are not recommended for survey control.
 CP3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3028.See file dsdata.txt to determine how the superseded data were derived.
 CP3028
 CP3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1629552220(NAD 83)
 CP3028_MARKER: DD = SURVEY DISK
 CP3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3028
 CP3028  HISTORY     - Date     Condition        Report By
 CP3028  HISTORY     - 1971     MONUMENTED       LADTD
 CP3028  HISTORY     - 20050318 GOOD             USPSQD
 CP3028
 CP3028                          STATION DESCRIPTION
 CP3028
 CP3028'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3028'THE STATION IS LOCATED 5 MILES SOUTHWEST OF WINNSBORO, 7 MILES
 CP3028'NORTHWEST OF GILBERT AND 5 MILES NORTHEAST OF FORT NECESSITY,
 CP3028'IN THE NORTHWEST 1/4 OF SECTION 21, T13N, R7E, AND ON THE PROPERTY
 CP3028'OWNED BY DORIS GRAHAM, ADDRESS POST OFFICE BOX 95B, WINNSBORO,
 CP3028'TELEPHONE 435-5933.
 CP3028'
 CP3028'TO REACH THE STATION FROM THE WINNSBORO CITY HALL ON STATE
 CP3028'HIGHWAY 15, DRIVE SOUTH ALONG STATE HIGHWAY 15 FOR 0.1 MILE TO
 CP3028'INTERSECTION WITH STATE HIGHWAY 4, TURN RIGHT ON STATE HIGHWAY
 CP3028'4 AND GO SOUTHWEST FOR 5.6 MILES TO THE STATION WHICH IS SET ON
 CP3028'THE RIGHT AND WEST OF THE HIGHWAY NEAR A LARGE PINE TREE.
 CP3028'
 CP3028'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHEAST ALONG
 CP3028'STATE HIGHWAY 4 FOR 0.35 MILE TO THE MARK WHICH IS SET ON THE
 CP3028'RIGHT AND EAST OF THE HIGHWAY NEAR A PIPELINE CROSSING.
 CP3028'
 CP3028'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTH ALONG
 CP3028'STATE HIGHWAY 4 FOR 0.2 MILE TO THE MARK WHICH IS SET ON THE
 CP3028'LEFT AND EAST OF THE HIGHWAY IN FRONT OF A FRAME HOUSE.
 CP3028'
 CP3028'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3028'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3028'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3028'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3028'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3028'SURFACE.  THEY ARE STAMPED DORIS 1971.  THE MARK IS 99 FEET
 CP3028'NORTHWEST OF THE CENTER OF STATE HIGHWAY 4, 78 FEET SOUTHWEST
 CP3028'OF A 34 INCH PINE TREE, 35 FEET NORTH OF A 6 INCH IRON WOOD
 CP3028'TREE, 11 FEET SOUTH-SOUTHEAST OF A 4 INCH PINE TREE, AND 2
 CP3028'FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CP3028'
 CP3028'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3028'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3028'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP3028'WITH THE GROUND.  IT IS STAMPED DORIS R.M.1 1971.  IT IS 136
 CP3028'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 4, 82 FEET NORTH
 CP3028'OF A 6 INCH IRON WOOD TREE, 66 FEET WEST OF A 34 INCH PINE
 CP3028'TREE, AND 37 FEET NORTH OF A 4 INCH PINE TREE.
 CP3028'
 CP3028'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3028'HIGHWAYS AND U.S. COAST AND GEODETIC DISK SET IN THE TOP OF
 CP3028'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3028'THE GROUND.  IT IS STAMPED DORIS R.M. 2 1971.  IT IS 89 FEET
 CP3028'SOUTH-SOUTHWEST OF A 34 INCH PINE TREE, 80 FEET NORTHWEST
 CP3028'OF THE CENTER OF STATE HIGHWAY 4, 33 FEET SOUTH-SOUTHEAST OF A
 CP3028'4 INCH PINE TREE, AND 17 FEET NORTH-NORTHEAST OF A 6 INCH IRON
 CP3028'WOOD TREE.
 CP3028'
 CP3028'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3028'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3028'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3028'THE GROUND.  IT IS STAMPED DORIS AZ MK 1971.  IT IS 75 FEET
 CP3028'NORTHEAST OF THE MICHIGAN, WISCONSIN PIPELINE CROSSING, 37 FEET
 CP3028'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 4, 10 FEET
 CP3028'NORTH-NORTHEAST OF A 4 INCH PINE TREE, 6 FEET NORTHWEST OF A
 CP3028'FENCE, AND 2 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CP3028'
 CP3028'AZIMUTH MARK 2 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP3028'BM DISK SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CP3028'MONUMENT THAT IS 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 CP3028'U 243 1966.  IT IS 45 FEET EAST-SOUTHEAST OF THE CENTER OF
 CP3028'STATE HIGHWAY 4, 34 FEET SOUTH-SOUTHWEST OF A 24 INCH OAK
 CP3028'TREE, 15 FEET EAST-SOUTHEAST OF THE SOUTH END OF A METAL
 CP3028'CULVERT, 12 FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL
 CP3028'DRIVE, 4 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 1.5 FEET
 CP3028'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CP3028'
 CP3028'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3028
 CP3028                          STATION RECOVERY (2005)
 CP3028
 CP3028'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP3028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0629 ***********************************************************************
 AV0629  DESIGNATION -  DOT
 AV0629  PID         -  AV0629
 AV0629  STATE/COUNTY-  LA/VERMILION
 AV0629  USGS QUAD   -  ABBEVILLE WEST (1994)
 AV0629
 AV0629                         *CURRENT SURVEY CONTROL
 AV0629  ___________________________________________________________________
 AV0629* NAD 83(1992)-  29 56 33.71640(N)    092 08 36.99390(W)     ADJUSTED  
 AV0629* NAVD 88     -         3.4  **(meters)      11.   **(feet)  VERTCON   
 AV0629  **This station is located in a subsidence area (see below).
 AV0629  ___________________________________________________________________
 AV0629  X           -    -206,898.573 (meters)                     COMP
 AV0629  Y           -  -5,527,538.468 (meters)                     COMP
 AV0629  Z           -   3,164,859.363 (meters)                     COMP
 AV0629  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0629  ELLIP HEIGHT-         -23.75  (meters)          (01/02/04) GPS OBS
 AV0629  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AV0629
 AV0629  HORZ ORDER  -  SECOND
 AV0629  ELLP ORDER  -  FOURTH    CLASS II
 AV0629
 AV0629.The horizontal coordinates were established by classical geodetic methods
 AV0629.and adjusted by the National Geodetic Survey in January 1993..
 AV0629
 AV0629 ** The orthometric height has not been validated since last determined
 AV0629 ** by differential leveling and should not be used for control purposes.
 AV0629 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0629 ** area with valid NAVD 88 orthometric heights.
 AV0629 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0629 ** epoch indicated which incorporates improved geoid heights for the
 AV0629 ** Southern Louisiana Subsidence area.
 AV0629 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0629
 AV0629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0629
 AV0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0629
 AV0629.The ellipsoidal height was determined by GPS observations
 AV0629.and is referenced to NAD 83.
 AV0629
 AV0629.The geoid height was determined by GEOID03.
 AV0629
 AV0629;                    North         East     Units Scale Factor Converg.
 AV0629;SPC LA S     -   160,191.506   921,781.020   MT  0.99992626   -0 24 18.5
 AV0629;SPC LA S     -   525,561.63  3,024,209.90   sFT  0.99992626   -0 24 18.5
 AV0629;UTM  15      - 3,312,744.268   582,645.856   MT  0.99968427   +0 25 38.9
 AV0629
 AV0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0629!SPC LA S     -   1.00000373  x   0.99992626  =   0.99992999
 AV0629!UTM  15      -   1.00000373  x   0.99968427  =   0.99968800
 AV0629
 AV0629:                Primary Azimuth Mark                     Grid Az
 AV0629:SPC LA S     -  ABBEVILLE MUNICIPAL TANK                 031 52 44.0
 AV0629:UTM  15      -  ABBEVILLE MUNICIPAL TANK                 031 02 46.6
 AV0629
 AV0629|---------------------------------------------------------------------|
 AV0629| PID    Reference Object                     Distance      Geod. Az  |
 AV0629|                                                           dddmmss.s |
 AV0629| AV0604 ABBEVILLE MUNICIPAL TANK            APPROX. 4.0 KM 0312825.5 |
 AV0629| CV9745 DOT AZ MK                                          1654033.8 |
 AV0629| AV0628 DOT LDH 1974 RM 1                     9.393 METERS 16830     |
 AV0629| CV9746 DOT RM 2                             12.121 METERS 34625     |
 AV0629|---------------------------------------------------------------------|
 AV0629
 AV0629                          SUPERSEDED SURVEY CONTROL
 AV0629
 AV0629  ELLIP H (01/21/93)  -23.69   (m)                       GP(       ) 4 2
 AV0629  NAD 83(1986)-  29 56 33.73475(N)    092 08 36.98924(W) AD(       ) 2
 AV0629  NAD 27      -  29 56 32.98950(N)    092 08 36.53568(W) AD(       ) 3
 AV0629  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AV0629
 AV0629.Superseded values are not recommended for survey control.
 AV0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0629.See file dsdata.txt to determine how the superseded data were derived.
 AV0629
 AV0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8264612744(NAD 83)
 AV0629_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AV0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AV0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0629+STABILITY: SURFACE MOTION
 AV0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0629+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AV0629
 AV0629  HISTORY     - Date     Condition        Report By
 AV0629  HISTORY     - 1974     MONUMENTED       LADH
 AV0629  HISTORY     - 1987     GOOD             LADH
 AV0629
 AV0629                          STATION DESCRIPTION
 AV0629
 AV0629'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AV0629'THE STATION IS LOCATED 9 MILES SOUTHEAST OF KAPLAN, 7 MILES SOUTHWEST
 AV0629'OF ERATH, AND 2 MILES SOUTH OF ABBEVILLE, IN THE SOUTHWEST QUARTER
 AV0629'OF SECTION 50, T13S, R3E, AND ON THE PROPERTY OWNED BY THE
 AV0629'LOUISIANA DEPARTMENT OF HIGHWAYS.
 AV0629'
 AV0629'TO REACH THE STATION FROM THE COURTHOUSE IN ABBEVELLE, DRIVE SOUTH
 AV0629'ALONG STATE HIGHWAY 82 FOR 1.4 MILES TO THE JUNCTION WITH STATE
 AV0629'HIGHWAY 330.  CONTINUE SOUTH ALONG STATE HIGHWAY 330 FOR 0.8 MILE
 AV0629'TO THE STATION, WHICH IS SET TO THE WEST OF THE HIGHWAY NEAR A
 AV0629'FENCE AND A TREE.
 AV0629'
 AV0629'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 AV0629'HIGHWAY 330 FOR 0.3 MILE.  THE MARK IS SET ON THE LEFT AND EAST OF
 AV0629'THE HIGHWAY NEAR A CULVERT AND A FENCE.
 AV0629'
 AV0629'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0629'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0629'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 AV0629'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0629'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED
 AV0629'DOT 1974.  THE MARK IS 38 FEET WEST OF THE CENTER OF STATE HIGHWAY
 AV0629'330, 11 FEET NORTHEAST OF A 6-INCH HACKBERRY TREE, 3 FEET EAST OF A
 AV0629'FENCE, AND 1.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 AV0629'
 AV0629'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0629'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0629'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0629'STAMPED DOT RM 1 1974.  IT IS 38 FEET WEST OF THE CENTER OF STATE
 AV0629'HIGHWAY 330, 19 FEET SOUTHWEST OF A 6-INCH HACKBERRY TREE, AND 3 FEET
 AV0629'EAST OF A FENCE.
 AV0629'
 AV0629'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0629'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0629'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES. IT IS STAMPED
 AV0629'DOT RM 2 1974.  IT IS 38 FEET WEST OF THE CENTER OF STATE HIGHWAY
 AV0629'330, 21 FEET SOUTHWEST OF A 6-INCH HEACKBERRY TREE, AND 2 FEET
 AV0629'EAST OF A FENCE.
 AV0629'
 AV0629'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0629'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0629'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0629'STAMPED DOT AZ. MK. 1974.  IT IS 38 FEET EAST OF THE CENTER OF
 AV0629'STATE HIGHWAY 330, 67 FEET EAST OF A CULVERT, AND 3 FEET WEST OF A
 AV0629'FENCE.
 AV0629'
 AV0629'NEAREST TOWN--ABBEVILLE.
 AV0629
 AV0629                          STATION RECOVERY (1987)
 AV0629
 AV0629'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1987 (EDW)
 AV0629'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AV0629'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 AV0629'OBSERVATIONS.
 AV0629'
 AV0629'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTHWEST OF SOUTHEAST
 AV0629'OF KADLAN, 11.3 KM (7 MI) SOUTHWEST OF ERATH, 3.2 KM (2 MI) SOUTH
 AV0629'OF ABBEVILLE.
 AV0629'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORATION AND DEVELOPMENT.
 AV0629'
 AV0629'TO REACH THE STATION FROM THE COURTHOUSE IN ABBEVILLE, GO SUTH 2.3
 AV0629'KM (1.4 MI) ALONG STATE HIGHWAY 82 TO THE JUNCTION WITH STATE
 AV0629'HIGHWAY 330, THEN GO SOUTH ON HIGHWAY 330 FOR 1.4 KM (0.9 MI) TO
 AV0629'THE STATION ON THE RIGHT.
 AV0629'
 AV0629'THE STATION IS A STANDARD LADH DISK
 AV0629'STAMPED---DOT 1974---,
 AV0629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0629'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 AV0629'11.6 METERS (38.0 FT) WEST FROM THE CENTER OF STATE HIGHWAY 330,
 AV0629'3.4 METERS (11.0 FT) NORTHEAST FROM A 6-INCH HACKBERRY TREE,
 AV0629'0.9 METER (3.0 FT) EAST FROM A FENCE AND
 AV0629'0.5 METER (1.5 FT) SOUTH FROM A METAL WITNESS POST.
 AV0629'THE UNDERGROUND MARK IS A STANDARD LADH DISK
 AV0629'STAMPED---DOT 1974---,
 AV0629'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 AV0629'
 AV0629'DESCRIBED BY REX BALL, TYPED BY DEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1050 ***********************************************************************
 AT1050  DESIGNATION -  DOUBLE
 AT1050  PID         -  AT1050
 AT1050  STATE/COUNTY-  LA/PLAQUEMINES
 AT1050  USGS QUAD   -  DIXON BAY (1971)
 AT1050
 AT1050                         *CURRENT SURVEY CONTROL
 AT1050  ___________________________________________________________________
 AT1050* NAD 83(1992)-  29 02 37.33537(N)    089 19 21.71631(W)     ADJUSTED  
 AT1050* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1050  ___________________________________________________________________
 AT1050  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AT1050  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AT1050
 AT1050  HORZ ORDER  -  SECOND
 AT1050
 AT1050.The horizontal coordinates were established by classical geodetic methods
 AT1050.and adjusted by the National Geodetic Survey in January 1993..
 AT1050
 AT1050.The orthometric height was scaled from a topographic map.
 AT1050
 AT1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1050
 AT1050.The geoid height was determined by GEOID03.
 AT1050
 AT1050;                    North         East     Units Scale Factor Converg.
 AT1050;SPC LA S     -    61,987.473 1,195,834.058   MT  1.00006413   +1 00 19.2
 AT1050;SPC LA S     -   203,370.57  3,923,332.24   sFT  1.00006413   +1 00 19.2
 AT1050;UTM  16      - 3,215,054.037   273,831.521   MT  1.00023126   -1 07 41.1
 AT1050
 AT1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1050!SPC LA S     -   1.00000373  x   1.00006413  =   1.00006786
 AT1050!UTM  16      -   1.00000373  x   1.00023126  =   1.00023499
 AT1050
 AT1050:                Primary Azimuth Mark                     Grid Az
 AT1050:SPC LA S     -  SCOTTS CANAL LIGHT 13                    036 24 05.3
 AT1050:UTM  16      -  SCOTTS CANAL LIGHT 13                    038 32 05.6
 AT1050
 AT1050|---------------------------------------------------------------------|
 AT1050| PID    Reference Object                     Distance      Geod. Az  |
 AT1050|                                                           dddmmss.s |
 AT1050| AT1054 SCOTTS CANAL LIGHT 13               APPROX. 5.8 KM 0372424.5 |
 AT1050| AT1053 DOUBLE BAYOU LIGHT 9                APPROX. 0.5 KM 0403101.3 |
 AT1050| AT1055 SW PASS LIGHT 8                     APPROX. 6.2 KM 0411520.5 |
 AT1050| AT1034 OIL DERRICK E OF S PASS             APPROX.16.6 KM 0680600.0 |
 AT1050| DD6600 DOUBLE RM 1                          32.862 METERS 10941     |
 AT1050| DD6601 DOUBLE RM 2                          24.790 METERS 20052     |
 AT1050| AT0810 SW PASS LIGHT 6                     APPROX. 7.6 KM 2120405.5 |
 AT1050| AT0835 BURRWOOD TANK                       APPROX.10.2 KM 2132157.5 |
 AT1050| AT1052 SW PASS LIGHT 7                     APPROX. 3.2 KM 2173733.3 |
 AT1050|---------------------------------------------------------------------|
 AT1050
 AT1050                          SUPERSEDED SURVEY CONTROL
 AT1050
 AT1050  NAD 83(1986)-  29 02 37.34041(N)    089 19 21.72984(W) AD(       ) 2
 AT1050  NAD 27      -  29 02 36.48300(N)    089 19 21.55900(W) AD(       ) 2
 AT1050
 AT1050.Superseded values are not recommended for survey control.
 AT1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1050.See file dsdata.txt to determine how the superseded data were derived.
 AT1050
 AT1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7383215054(NAD 83)
 AT1050_MARKER: DS = TRIANGULATION STATION DISK
 AT1050_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1050_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1050
 AT1050  HISTORY     - Date     Condition        Report By
 AT1050  HISTORY     - 1936     MONUMENTED       CGS
 AT1050
 AT1050                          STATION DESCRIPTION
 AT1050
 AT1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1050'STATION IS ON THE W SIDE OF SOUTHWEST PASS ABOUT 500 METERS SW OF
 AT1050'LIGHT 9, 30 METERS
 AT1050'E BY N OF DOUBLE BAYOU AND 75 METERS NW OF THE
 AT1050'RIVER BANK, IN FIRMLY PACKED SILT
 AT1050'MARSH COVERED WITH SHORT GRAZING
 AT1050'GRASS.
 AT1050'
 AT1050'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT1050'AT THE CENTER OF
 AT1050'THE TOP OF TILES WHICH ARE FASTENED BY MEANS OF
 AT1050'CONCRETE TO THE UPPER END OF A LONG
 AT1050'WOODEN PILE DRIVEN INTO THE
 AT1050'MARSH.
 AT1050'
 AT1050'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1053 ***********************************************************************
 AT1053  DESIGNATION -  DOUBLE BAYOU LIGHT 9
 AT1053  PID         -  AT1053
 AT1053  STATE/COUNTY-  LA/PLAQUEMINES
 AT1053  USGS QUAD   -  DIXON BAY (1971)
 AT1053
 AT1053                         *CURRENT SURVEY CONTROL
 AT1053  ___________________________________________________________________
 AT1053* NAD 83(1992)-  29 02 49.90272(N)    089 19 09.49389(W)     ADJUSTED  
 AT1053* NAVD 88     -                                                        
 AT1053  ___________________________________________________________________
 AT1053  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AT1053  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AT1053
 AT1053  HORZ ORDER  -  THIRD
 AT1053
 AT1053.The horizontal coordinates were established by classical geodetic methods
 AT1053.and adjusted by the National Geodetic Survey in January 1993..
 AT1053
 AT1053
 AT1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1053
 AT1053.The geoid height was determined by GEOID03.
 AT1053
 AT1053;                    North         East     Units Scale Factor Converg.
 AT1053;SPC LA S     -    62,380.168 1,196,157.904   MT  1.00006312   +1 00 25.3
 AT1053;SPC LA S     -   204,658.93  3,924,394.72   sFT  1.00006312   +1 00 25.3
 AT1053;UTM  16      - 3,215,434.466   274,169.819   MT  1.00022938   -1 07 35.6
 AT1053
 AT1053                          SUPERSEDED SURVEY CONTROL
 AT1053
 AT1053  NAD 83(1986)-  29 02 49.90773(N)    089 19 09.50735(W) AD(       ) 4
 AT1053  NAD 27      -  29 02 49.05004(N)    089 19 09.33617(W) AD(       ) 3
 AT1053
 AT1053.Superseded values are not recommended for survey control.
 AT1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1053.See file dsdata.txt to determine how the superseded data were derived.
 AT1053
 AT1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7417015434(NAD 83)
 AT1053_MARKER: 16 = DAYBEACON
 AT1053
 AT1053  HISTORY     - Date     Condition        Report By
 AT1053  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT1053
 AT1053                          STATION DESCRIPTION
 AT1053
 AT1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1053'ON THE NW BANK OF THE PASS, ABOUT 5.8 MILES NE OF BURRWOOD AND ABOUT
 AT1053'1/4 MILE NE OF DOUBLE BAYOU.  STATION IS A WHITE LIGHT AND WHITE
 AT1053'RECTANGULAR DAY MARK ON A POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0856 ***********************************************************************
 BK0856  DESIGNATION -  DOUCET
 BK0856  PID         -  BK0856
 BK0856  STATE/COUNTY-  LA/CALCASIEU
 BK0856  USGS QUAD   -  LACASSINE (1985)
 BK0856
 BK0856                         *CURRENT SURVEY CONTROL
 BK0856  ___________________________________________________________________
 BK0856* NAD 83(1992)-  30 11 16.23546(N)    092 59 47.01663(W)     ADJUSTED  
 BK0856* NAVD 88     -         6.47   (+/-2cm)      21.2  **(feet)  VERTCON   
 BK0856  **This station is located in a subsidence area (see below).
 BK0856  ___________________________________________________________________
 BK0856  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK0856  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK0856
 BK0856  HORZ ORDER  -  THIRD
 BK0856  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0856
 BK0856.The horizontal coordinates were established by classical geodetic methods
 BK0856.and adjusted by the National Geodetic Survey in January 1993..
 BK0856
 BK0856 ** The orthometric height has not been validated since last determined
 BK0856 ** by differential leveling and should not be used for control purposes.
 BK0856 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0856 ** area with valid NAVD 88 orthometric heights.
 BK0856 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0856 ** epoch indicated which incorporates improved geoid heights for the
 BK0856 ** Southern Louisiana Subsidence area.
 BK0856 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0856.The vertical order pertains to the NGVD 29 superseded value.
 BK0856
 BK0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0856
 BK0856.The geoid height was determined by GEOID03.
 BK0856
 BK0856;                    North         East     Units Scale Factor Converg.
 BK0856;SPC LA S     -   188,250.197   839,857.238   MT  0.99993105   -0 49 53.6
 BK0856;SPC LA S     -   617,617.52  2,755,431.62   sFT  0.99993105   -0 49 53.6
 BK0856;UTM  15      - 3,339,600.202   500,347.181   MT  0.99960000   +0 00 06.5
 BK0856
 BK0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0856!SPC LA S     -   1.00000326  x   0.99993105  =   0.99993431
 BK0856!UTM  15      -   1.00000326  x   0.99960000  =   0.99960326
 BK0856
 BK0856|---------------------------------------------------------------------|
 BK0856| PID    Reference Object                     Distance      Geod. Az  |
 BK0856|                                                           dddmmss.s |
 BK0856| BK2945 B 4121 LAGS 1963                     34.090 METERS 15441     |
 BK0856| BK0855 DOUCET RM 1                          13.513 METERS 15551     |
 BK0856| BK0857 DOUCET RM 2                          27.099 METERS 23757     |
 BK0856| BK1674 DOUCET AZ MK                                       2693426.2 |
 BK0856|---------------------------------------------------------------------|
 BK0856
 BK0856                          SUPERSEDED SURVEY CONTROL
 BK0856
 BK0856  NAD 83(1986)-  30 11 16.25701(N)    092 59 47.01053(W) AD(       ) 3
 BK0856  NAD 27      -  30 11 15.50244(N)    092 59 46.47347(W) AD(       ) 3
 BK0856  NGVD 29 (??/??/??)    6.442  (m)           21.14   (f) ADJUSTED    2 0
 BK0856
 BK0856.Superseded values are not recommended for survey control.
 BK0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0856.See file dsdata.txt to determine how the superseded data were derived.
 BK0856
 BK0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0034739600(NAD 83)
 BK0856_MARKER: DS = TRIANGULATION STATION DISK
 BK0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0856_STAMPING: DOUCET 1963
 BK0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0856+STABILITY: SURFACE MOTION
 BK0856
 BK0856  HISTORY     - Date     Condition        Report By
 BK0856  HISTORY     - 1963     MONUMENTED       CGS
 BK0856  HISTORY     - 1969     GOOD             LADTD
 BK0856  HISTORY     - 1983     MARK NOT FOUND   USGS
 BK0856
 BK0856                          STATION DESCRIPTION
 BK0856
 BK0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK0856'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF IOWA,
 BK0856'5-1/2 MILES SOUTHWEST OF LACASSINE, ON THE PROPERTY BY L.A.
 BK0856'DOUCET.
 BK0856'
 BK0856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 WITH
 BK0856'STATE HIGHWAY 383 IN THE SOUTH EDGE OF IOWA, GO SOUTH ON A
 BK0856'MACADAM AND GRAVELED ROAD FOR 2.9 MILES TO A T-INTERSECTION.
 BK0856'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.7 MILE TO THE
 BK0856'AZIMUTH ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON THE GRAVELED
 BK0856'ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BK0856'
 BK0856'THE STATION IS A STANDARD DISK STAMPED DOUCET 1963, SET IN
 BK0856'A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 1 INCH FROM THE
 BK0856'GROUND SURFACE.  IT IS 4.5 FEET NORTHWEST OF A 3 INCH DIAMETER
 BK0856'CREOSOTE WOOD WITNESS POST AND SIGN.  2.7 FEET WEST OF A
 BK0856'FENCE.  49.3 FEET NORTH OF A FENCE CORNER.  49.5 FEET NORTH
 BK0856'OF A TELEPHONE POLE.
 BK0856'
 BK0856'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOUCET NO 1 1963,
 BK0856'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 BK0856'6 INCHES FROM THE GROUND SURFACE.  IT IS 1.2 FEET SOUTHWEST
 BK0856'OF A FENCE LINE LEADING SOUTHEAST AND NORTHWEST.  42.5 FEET
 BK0856'NORTH OF THE CENTER LINE OF A GRAVEL ROAD.  40.4 FEET SOUTHEAST
 BK0856'OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 BK0856'14.8 FEET NORTHEAST OF A TELEPHONE POLE.
 BK0856'
 BK0856'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOUCET NO 2 1963,
 BK0856'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 BK0856'2 INCHES FROM THE GROUND SURFACE.  IT IS 89.6 FEET NORTHEAST
 BK0856'OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 BK0856'1.3 FEET NORTH OF A FENCE.  78.7 FEET WEST OF A FENCE CORNER.
 BK0856'79.6 FEET WEST OF A TELEPHONE POLE.  26.8 FEET NORTH OF THE
 BK0856'CENTER LINE OF A GRAVEL ROAD.
 BK0856'
 BK0856'AZIMUTH MARK IS A STANDARD DISK STAMPED DOUCET 1963, SET IN
 BK0856'A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 1 INCH
 BK0856'FROM THE GROUND SURFACE.  IT IS 26.0 FEET EAST OF CENTER OF A
 BK0856'GRAVEL ROAD.  1.0 FEET WEST OF A FENCE.  66.0 FEET SOUTH OF
 BK0856'A POWERLINE POLE.  1.6 FEET SOUTH OF A 3 INCH DIAMETER CREOSOTE
 BK0856'WOOD WITNESS POST AND SIGN.
 BK0856'
 BK0856'(LGS) MARK IS A STANDARD LOUISIANA GEODETIC SURVEY STATION
 BK0856'DISK SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST WHICH
 BK0856'PROJECTS ABOUT 12 INCHES AND IS STAMPED B 4121.  IT IS 17
 BK0856'FEET SOUTH OF A FIELD ROAD, 24 FEET EAST OF A GRAVELED ROAD,
 BK0856'AND 65 FEET SOUTHEAST OF A TELEPHONE POLE NUMBER 054225.
 BK0856'
 BK0856'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 BK0856
 BK0856                          STATION RECOVERY (1969)
 BK0856
 BK0856'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0856'4.5 MI SE FROM IOWA.
 BK0856'ABOUT 0.03 MILES WEST ALONG EAST FIRST STREET FROM THE POST OFFICE AT
 BK0856'IOWA, THENCE 0.37 MILES SOUTH ALONG STATE ROUTE 383 TO THE
 BK0856'INTERSECTION OF US 90 AND STATE ROUTE 383, THENCE 4.1 MILES SOUTHEAST
 BK0856'ALONG A PARISH ROAD, 88.8 FEET NORTHEAST OF THE RM NO. 2, 44.3 FEET
 BK0856'NORTHWEST OF RM NO. 1, 77.4 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 BK0856'ROAD, 51.6 FEET NORTH OF A TELEPHONE POLE, 50.4 FEET NORTH OF A FENCE
 BK0856'CORNER, 2.6 FEET WEST OF A 4 STRAND BARBED WIRE FENCE, 4.1 FEET
 BK0856'NORTHWEST OF A STEEL WITNESS POST, 1 FOOT ABOVE ROADWAY, SET IN THE
 BK0856'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  SEC 8, T 10S, R 6W.
 BK0856
 BK0856                          STATION RECOVERY (1983)
 BK0856
 BK0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BK0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1334 ***********************************************************************
 BX1334  CBN         -  This is a Cooperative Base Network Control Station.
 BX1334  DESIGNATION -  DOYAL
 BX1334  PID         -  BX1334
 BX1334  STATE/COUNTY-  LA/WINN
 BX1334  USGS QUAD   -  MONTGOMERY (1993)
 BX1334
 BX1334                         *CURRENT SURVEY CONTROL
 BX1334  ___________________________________________________________________
 BX1334* NAD 83(1992)-  31 43 49.42082(N)    092 55 29.05852(W)     ADJUSTED  
 BX1334* NAVD 88     -        54.3    (meters)     178.     (feet)  GPS OBS   
 BX1334  ___________________________________________________________________
 BX1334  X           -    -277,054.226 (meters)                     COMP
 BX1334  Y           -  -5,422,791.740 (meters)                     COMP
 BX1334  Z           -   3,335,056.729 (meters)                     COMP
 BX1334  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BX1334  ELLIP HEIGHT-          28.34  (meters)          (06/20/00) GPS OBS
 BX1334  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1334
 BX1334  HORZ ORDER  -  B
 BX1334  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1334  ELLP ORDER  -  THIRD     CLASS I
 BX1334
 BX1334.The horizontal coordinates were established by GPS observations
 BX1334.and adjusted by the National Geodetic Survey in September 1992..
 BX1334
 BX1334.The orthometric height was determined by GPS observations and a
 BX1334.high-resolution geoid model.
 BX1334.The vertical order pertains to the NGVD 29 superseded value.
 BX1334
 BX1334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX1334
 BX1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1334
 BX1334.The ellipsoidal height was determined by GPS observations
 BX1334.and is referenced to NAD 83.
 BX1334
 BX1334.The geoid height was determined by GEOID03.
 BX1334
 BX1334;                    North         East     Units Scale Factor Converg.
 BX1334;SPC LA N     -   136,498.767   959,751.453   MT  0.99992005   -0 13 28.4
 BX1334;SPC LA N     -   447,829.70  3,148,784.56   sFT  0.99992005   -0 13 28.4
 BX1334;UTM  15      - 3,510,555.074   507,129.577   MT  0.99960063   +0 02 22.5
 BX1334
 BX1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1334!SPC LA N     -   0.99999555  x   0.99992005  =   0.99991560
 BX1334!UTM  15      -   0.99999555  x   0.99960063  =   0.99959618
 BX1334
 BX1334|---------------------------------------------------------------------|
 BX1334| PID    Reference Object                     Distance      Geod. Az  |
 BX1334|                                                           dddmmss.s |
 BX1334| BX1333 DOYAL RM 2                           27.390 METERS 00325     |
 BX1334| BX1336 DOYAL AZ MK                                        1550508.5 |
 BX1334| BX1335 DOYAL RM 1                           27.925 METERS 24302     |
 BX1334|---------------------------------------------------------------------|
 BX1334
 BX1334                          SUPERSEDED SURVEY CONTROL
 BX1334
 BX1334  ELLIP H (09/10/92)   28.41   (m)                       GP(       ) 4 1
 BX1334  NAD 83(1986)-  31 43 49.44153(N)    092 55 29.05479(W) AD(       ) 1
 BX1334  NAD 27      -  31 43 48.84916(N)    092 55 28.47702(W) AD(       ) 1
 BX1334  NGVD 29 (??/??/??)   54.394  (m)          178.46   (f) ADJUSTED    1 1
 BX1334
 BX1334.Superseded values are not recommended for survey control.
 BX1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1334.See file dsdata.txt to determine how the superseded data were derived.
 BX1334
 BX1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR0713010555(NAD 83)
 BX1334_MARKER: DS = TRIANGULATION STATION DISK
 BX1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1334_SP_SET: CONCRETE POST
 BX1334_STAMPING: DOYAL 1968
 BX1334_MARK LOGO: CGS   
 BX1334_PROJECTION: FLUSH
 BX1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1334+STABILITY: SURFACE MOTION
 BX1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1334+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1998
 BX1334
 BX1334  HISTORY     - Date     Condition        Report By
 BX1334  HISTORY     - 1969     MONUMENTED       CGS
 BX1334  HISTORY     - 1969     GOOD             CGS
 BX1334  HISTORY     - 1969     GOOD             CGS
 BX1334  HISTORY     - 19910923 GOOD             LADTD
 BX1334  HISTORY     - 19920304 GOOD
 BX1334  HISTORY     - 19980313 GOOD             NGS
 BX1334  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1334
 BX1334                          STATION DESCRIPTION
 BX1334
 BX1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1334'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF NATCHITOCHES,
 BX1334'5 MILES NORTHWEST OF MONTGOMERY AND ON PROPERTY OWNED BY
 BX1334'MR. L.B. DOYAL.
 BX1334'
 BX1334'TO REACH THE STATION FROM THE POST OFFICE IN MONTGOMERY, GO
 BX1334'NORTHEAST ON MAIN STREET CROSSING RAILROAD TRACKS FOR 0.1 MILE
 BX1334'TO JUNCTION WITH U.S. HIGHWAY 71.  TURN LEFT AND GO NORTHWEST ON
 BX1334'U.S. HIGHWAY 71 FOR 4.75 MILES TO THE AZIMUTH MARK ON THE
 BX1334'RIGHT.  CONTINUE ON U.S. HIGHWAY 71 NORTHERLY FOR 0.25 MILE
 BX1334'TO STATION ON THE LEFT.
 BX1334'
 BX1334'THE STATION IS A STANDARD DISK, STAMPED DOYAL 1968, SET IN
 BX1334'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THE IS FLUSH
 BX1334'WITH THE SURFACE OF THE GROUND.  IT IS 79 FEET WEST SOUTHWEST
 BX1334'OF THE CENTER LINE OF U.S. HIGHWAY 71 AND 39 FEET NORTH OF THE
 BX1334'CENTER LINE OF A GRAVELED DRIVEWAY.
 BX1334'
 BX1334'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOYAL NO 1
 BX1334'1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BX1334'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31.5 FEET
 BX1334'WEST OF A 12 INCH PINE TREE AND 13 FEET NORTHWEST OF A 12 INCH
 BX1334'PINE TREE.
 BX1334'
 BX1334'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOYAL NO 2
 BX1334'1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BX1334'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 41.5
 BX1334'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 71 AND 8.5
 BX1334'FEET NORTHWEST OF A 14 INCH PINE TREE.
 BX1334'
 BX1334'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOYAL 1968, SET
 BX1334'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX1334'1 INCH.  IT IS 42.5 FEET EAST NORTHEAST OF THE CENTER LINE OF
 BX1334'U.S. HIGHWAY 71, 2.6 FEET NORTH NORTHWEST OF A METAL WITNESS
 BX1334'POST WITH A SIGN ATTACHED AND 0.5 FEET WEST SOUTHWEST OF A
 BX1334'FENCE LINE.
 BX1334'
 BX1334'HEIGHT OF LIGHT ABOVE STATION MARK 31.34 METERS.
 BX1334
 BX1334                          STATION RECOVERY (1969)
 BX1334
 BX1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 BX1334'THE STATION MARK, STAMPED DOYAL 1968, IS ABOUT 4.9 MILES
 BX1334'NORTHWEST ALONG U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 BX1334'U.S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, 78 FEET
 BX1334'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 124 FEET NORTH
 BX1334'OF THE NORTH CORNER OF A DWELLING HOUSE NOW OWNED BY
 BX1334'MR. L. B. DOYAL, 41 FEET NORTHWEST OF THE CENTER LINE OF A
 BX1334'PRIVATE DRIVEWAY, IN A CULTIVATED FIELD, ABOUT LEVEL WITH
 BX1334'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 12
 BX1334'INCHES BELOW THE SURFACE OF THE GROUND.
 BX1334'
 BX1334'RM 1, STAMPED DOYAL NO 1 1968, IS 92 FEET SOUTHWEST OF THE
 BX1334'STATION MARK, 85 FEET NORTHWEST OF THE WEST CORNER OF A
 BX1334'DWELLING HOUSE NOW OWNED BY MR. L. B. DOYAL, 170 FEET
 BX1334'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 71, 14 FEET
 BX1334'NORTHWEST OF THE MOST WESTERLY OF A SMALL GROUP OF PINE
 BX1334'TREES, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BX1334'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 BX1334'
 BX1334'RM 2, STAMPED DOYAL NO 2 1968, IS 90 FEET NORTH OF THE STATION
 BX1334'MARK, 42 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 BX1334'71, 9 FEET FROM A 16-INCH PINE TREE, ABOUT LEVEL WITH THE
 BX1334'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX1334'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1334'
 BX1334'THE AZIMUTH MARK, STAMPED DOYAL 1968, IS 0.3 MILES SOUTHEAST
 BX1334'ALONG U.S. HIGHWAY 71 FROM THE STATION MARK, 43 FEET NORTHEAST
 BX1334'OF THE CENTER LINE OF THE HIGHWAY, 93 FEET SOUTHEAST OF THE
 BX1334'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE
 BX1334'CULVERT UNDER THE HIGHWAY, 1-1/2 FEET SOUTHWEST OF A FENCE, 3.0
 BX1334'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 BX1334'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1334'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1334'
 BX1334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1334'4.9 MILES NORTHWEST.
 BX1334
 BX1334                          STATION RECOVERY (1969)
 BX1334
 BX1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1334'4.9 MI NW FROM MONTGOMERY.
 BX1334'ABOUT 4.9 MILES NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1334'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, 78 FEET
 BX1334'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 124 FEET NORTH OF THE
 BX1334'NORTH CORNER OF A DWELLING HOUSE OWNED BY MR. L. B. DOYAL, 41 FEET
 BX1334'NORTH WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, AND IN A
 BX1334'CULTIVATED FIELD, 92 FEET NORTHEAST OF DOYAL RM 1, 90 FEET SOUTH OF
 BX1334'DOYAL RM 2, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BX1334'CONCRETE POST ABOUT 12 INCHES BELOW THE GROUND.  IN SECTION 30, T 9 N,
 BX1334'R 5 W.
 BX1334
 BX1334                          STATION RECOVERY (1991)
 BX1334
 BX1334'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BX1334'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTHWEST OF WINNFIELD,
 BX1334'9.0 MI (14.5 KM) SOUTHEAST OF NATCHITOCHES AND 4.9 MI (7.9 KM)
 BX1334'NORTHWEST OF MONTGOMERY.  OWNERSHIP--MR. VERNON CARTER, P.O. BOX 135,
 BX1334'ST MAURICE, LA.
 BX1334'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 BX1334'HIGHWAY 34 IN MONTGOMERY, GO NORTHWEST FOR 4.9 MI (7.9 KM) ON HIGHWAY
 BX1334'71 TO THE STATION SET ON THE LEFT, NEAR A HOUSE TRAILER.
 BX1334'THE STATION IS 95.5 FT (29.1 M) NORTHEAST FROM THE NORTHEAST CORNER OF
 BX1334'MR. CARTERS HOUSE, 78.5 FT (23.9 M) WEST-SOUTHWEST FROM THE CENTER OF
 BX1334'THE HIGHWAY, 52.5 FT (16.0 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 BX1334'THE HOUSE TRAILER, 36.0 FT (11.0 M) NORTH-NORTHWEST FROM THE CENTER
 BX1334'OF A GRAVEL DRIVE, 5.0 FT (1.5 M) EAST FROM A FIBERGLASS WITNESS
 BX1334'POST, RECESSED 16-INCHES BELOW THE GROUND SURFACE AND ABOUT 1 FT
 BX1334'(0.3 M) BELOW THE LEVEL WITH THE HIGHWAY.
 BX1334
 BX1334                          STATION RECOVERY (1992)
 BX1334
 BX1334'RECOVERED 1992
 BX1334'RECOVERED IN GOOD CONDITION.
 BX1334
 BX1334                          STATION RECOVERY (1998)
 BX1334
 BX1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BX1334'RECOVERED AS DESCRIBED.
 BX1334
 BX1334                          STATION RECOVERY (2001)
 BX1334
 BX1334'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1336 ***********************************************************************
 BX1336  DESIGNATION -  DOYAL AZ MK
 BX1336  PID         -  BX1336
 BX1336  STATE/COUNTY-  LA/WINN
 BX1336  USGS QUAD   -  MONTGOMERY (1993)
 BX1336
 BX1336                         *CURRENT SURVEY CONTROL
 BX1336  ___________________________________________________________________
 BX1336* NAD 83(1986)-  31 43 33.     (N)    092 55 19.     (W)     SCALED    
 BX1336* NAVD 88     -        52.59   (+/-2cm)     172.5    (feet)  VERTCON   
 BX1336  ___________________________________________________________________
 BX1336  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1336
 BX1336  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1336
 BX1336.The horizontal coordinates were scaled from a topographic map and have
 BX1336.an estimated accuracy of +/- 6 seconds.
 BX1336
 BX1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1336.The vertical order pertains to the NGVD 29 superseded value.
 BX1336
 BX1336.The geoid height was determined by GEOID03.
 BX1336
 BX1336;                    North         East    Units  Estimated Accuracy
 BX1336;SPC LA N     -   135,990.      960,010.      MT  (+/- 180 meters Scaled)
 BX1336
 BX1336                          SUPERSEDED SURVEY CONTROL
 BX1336
 BX1336  NGVD 29 (??/??/??)   52.611  (m)          172.61   (f) ADJUSTED    1 1
 BX1336
 BX1336.Superseded values are not recommended for survey control.
 BX1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1336.See file dsdata.txt to determine how the superseded data were derived.
 BX1336
 BX1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR073100(NAD 83)
 BX1336_MARKER: DZ = AZIMUTH MARK DISK
 BX1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1336_STAMPING: DOYAL 1968
 BX1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1336+STABILITY: SURFACE MOTION
 BX1336
 BX1336  HISTORY     - Date     Condition        Report By
 BX1336  HISTORY     - 1968     MONUMENTED       CGS
 BX1336  HISTORY     - 1969     GOOD             CGS
 BX1336  HISTORY     - 20010922 GOOD             USPSQD
 BX1336  HISTORY     - 20060610 GOOD             USPSQD
 BX1336
 BX1336                          STATION DESCRIPTION
 BX1336
 BX1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1336'4.6 MI NW FROM MONTGOMERY.
 BX1336'ABOUT 4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 71 FROM THE INTERSECTION
 BX1336'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 30,
 BX1336'T 9 N, R 5 W, 43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 93
 BX1336'FEET SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL
 BX1336'OF A CONCRETE CULVERT UNDER THE HIGHWAY, 1 1/2 FEET SOUTHWEST OF A
 BX1336'FENCE, 3.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 BX1336'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1336'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1336
 BX1336                          STATION RECOVERY (2001)
 BX1336
 BX1336'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1336'RECOVERED IN GOOD CONDITION.
 BX1336
 BX1336                          STATION RECOVERY (2006)
 BX1336
 BX1336'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 BX1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1335 ***********************************************************************
 BX1335  DESIGNATION -  DOYAL RM 1
 BX1335  PID         -  BX1335
 BX1335  STATE/COUNTY-  LA/WINN
 BX1335  USGS QUAD   -  MONTGOMERY (1993)
 BX1335
 BX1335                         *CURRENT SURVEY CONTROL
 BX1335  ___________________________________________________________________
 BX1335* NAD 83(1986)-  31 43 43.     (N)    092 55 28.     (W)     SCALED    
 BX1335* NAVD 88     -        55.01   (+/-2cm)     180.5    (feet)  VERTCON   
 BX1335  ___________________________________________________________________
 BX1335  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1335
 BX1335  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1335
 BX1335.The horizontal coordinates were scaled from a topographic map and have
 BX1335.an estimated accuracy of +/- 6 seconds.
 BX1335
 BX1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1335.The vertical order pertains to the NGVD 29 superseded value.
 BX1335
 BX1335.The geoid height was determined by GEOID03.
 BX1335
 BX1335;                    North         East    Units  Estimated Accuracy
 BX1335;SPC LA N     -   136,300.      959,780.      MT  (+/- 180 meters Scaled)
 BX1335
 BX1335                          SUPERSEDED SURVEY CONTROL
 BX1335
 BX1335  NGVD 29 (??/??/??)   55.036  (m)          180.56   (f) ADJUSTED    1 1
 BX1335
 BX1335.Superseded values are not recommended for survey control.
 BX1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1335.See file dsdata.txt to determine how the superseded data were derived.
 BX1335
 BX1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR071103(NAD 83)
 BX1335_MARKER: DR = REFERENCE MARK DISK
 BX1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1335_STAMPING: DOYAL NO 1 1968
 BX1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1335+STABILITY: SURFACE MOTION
 BX1335
 BX1335  HISTORY     - Date     Condition        Report By
 BX1335  HISTORY     - 1968     MONUMENTED       CGS
 BX1335  HISTORY     - 1969     GOOD             CGS
 BX1335  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1335
 BX1335                          STATION DESCRIPTION
 BX1335
 BX1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1335'4.9 MI NW FROM MONTGOMERY.
 BX1335'ABOUT 4.9 MILES NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1335'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 30,
 BX1335'T 9 N, R 5 W, 170 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 85
 BX1335'FEET NORTHWEST OF THE WEST CORNER OF A DWELLING HOUSE THAT IS OWNED BY
 BX1335'MR. L. B. DOYAL, 92 FEET SOUTHWEST OF TRIANGULATION STATION DOYAL
 BX1335'1968, 14 FEET NORTHWEST OF THE MOST WESTERLY OF A SMALL GROUP OF PINE
 BX1335'TREES, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1335'POST ABOUT LEVEL WITH THE GROUND.
 BX1335
 BX1335                          STATION RECOVERY (2001)
 BX1335
 BX1335'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0470 ***********************************************************************
 BJ0470  DESIGNATION -  DOYLE
 BJ0470  PID         -  BJ0470
 BJ0470  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0470  USGS QUAD   -  ZACHARY (1980)
 BJ0470
 BJ0470                         *CURRENT SURVEY CONTROL
 BJ0470  ___________________________________________________________________
 BJ0470* NAD 83(1992)-  30 42 29.76488(N)    091 08 41.86079(W)     ADJUSTED  
 BJ0470* NAVD 88     -        40.469  (meters)     132.77   (feet)  ADJUSTED  
 BJ0470  ___________________________________________________________________
 BJ0470  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BJ0470  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0470  DYNAMIC HT  -          40.417 (meters)     132.60  (feet)  COMP
 BJ0470  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BJ0470
 BJ0470  HORZ ORDER  -  SECOND
 BJ0470  VERT ORDER  -  FIRST     CLASS I
 BJ0470
 BJ0470.The horizontal coordinates were established by classical geodetic methods
 BJ0470.and adjusted by the National Geodetic Survey in January 1993..
 BJ0470
 BJ0470.The orthometric height was determined by differential leveling
 BJ0470.and adjusted by the National Geodetic Survey in February 1994..
 BJ0470
 BJ0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0470
 BJ0470.The geoid height was determined by GEOID03.
 BJ0470
 BJ0470.The dynamic height is computed by dividing the NAVD 88
 BJ0470.geopotential number by the normal gravity value computed on the
 BJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0470.degrees latitude (g = 980.6199 gals.).
 BJ0470
 BJ0470.The modeled gravity was interpolated from observed gravity values.
 BJ0470
 BJ0470;                    North         East     Units Scale Factor Converg.
 BJ0470;SPC LA S     -   244,794.888 1,018,044.888   MT  1.00000177   +0 05 39.1
 BJ0470;SPC LA S     -   803,131.23  3,340,035.60   sFT  1.00000177   +0 05 39.1
 BJ0470;UTM  15      - 3,398,740.313   677,645.024   MT  0.99998930   +0 56 51.2
 BJ0470
 BJ0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0470!SPC LA S     -   0.99999793  x   1.00000177  =   0.99999970
 BJ0470!UTM  15      -   0.99999793  x   0.99998930  =   0.99998723
 BJ0470
 BJ0470:                Primary Azimuth Mark                     Grid Az
 BJ0470:SPC LA S     -  DOYLE AZ MK 2                            009 19 44.7
 BJ0470:UTM  15      -  DOYLE AZ MK 2                            008 28 32.6
 BJ0470
 BJ0470|---------------------------------------------------------------------|
 BJ0470| PID    Reference Object                     Distance      Geod. Az  |
 BJ0470|                                                           dddmmss.s |
 BJ0470| CW1300 DOYLE AZ MK 2                                      0092523.8 |
 BJ0470| BJ0471 DOYLE AZ MK                         APPROX. 0.8 KM 1892911.6 |
 BJ0470| BJ4801 DOYLE RM 1                           12.370 METERS 20940     |
 BJ0470| CW1301 DOYLE RM 2                           18.178 METERS 35641     |
 BJ0470|---------------------------------------------------------------------|
 BJ0470
 BJ0470                          SUPERSEDED SURVEY CONTROL
 BJ0470
 BJ0470  NAD 83(1986)-  30 42 29.78301(N)    091 08 41.85740(W) AD(       ) 2
 BJ0470  NAD 27      -  30 42 29.11955(N)    091 08 41.47206(W) AD(       ) 2
 BJ0470  NGVD 29 (??/??/??)   40.460  (m)          132.74   (f) ADJUSTED    1 1
 BJ0470
 BJ0470.Superseded values are not recommended for survey control.
 BJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0470.See file dsdata.txt to determine how the superseded data were derived.
 BJ0470
 BJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7764598740(NAD 83)
 BJ0470_MARKER: DS = TRIANGULATION STATION DISK
 BJ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0470_SP_SET: CONCRETE POST
 BJ0470_STAMPING: DOYLE 1970
 BJ0470_MARK LOGO: LADH  
 BJ0470_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0470+STABILITY: SURFACE MOTION
 BJ0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0470+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 BJ0470
 BJ0470  HISTORY     - Date     Condition        Report By
 BJ0470  HISTORY     - 1970     MONUMENTED       LADH
 BJ0470  HISTORY     - 1970     GOOD             NGS
 BJ0470  HISTORY     - 1976     GOOD             NGS
 BJ0470  HISTORY     - 1987     GOOD             LA-033
 BJ0470  HISTORY     - 20060606 GOOD             AERODA
 BJ0470
 BJ0470                          STATION DESCRIPTION
 BJ0470
 BJ0470'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ0470'THE STATION IS LOCATED 4 MILES NORTH-NORTHEAST OF ZACHARY AND 3.5
 BJ0470'MILES EAST-NORTHEAST OF PLAINS, IN THE SOUTHEAST QUARTER OF SECTION
 BJ0470'61, T4S-R1E AND ON THE PROPERTY OWNED BY THE ILLINOIS CENTRAL
 BJ0470'RAILROAD.
 BJ0470'
 BJ0470'TO REACH THE STATION FROM THE POST OFFICE IN SLAUGHTER, DRIVE SOUTH
 BJ0470'ALONG STATE HIGHWAY 19, FOR 0.7 MILE TO THE STATION WHICH IS SET TO
 BJ0470'THE RIGHT AND WEST OF THE HIGHWAY NEAR THE RAILROAD.
 BJ0470'
 BJ0470'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ0470'HIGHWAY 19 FOR 0.5 MILE TO THE MARK WHICH IS SET TO THE RIGHT AND
 BJ0470'WEST OF THE HIGHWAY NEAR A POWER POLE AND THE RAILROAD.
 BJ0470'
 BJ0470'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTH ALONG STATE
 BJ0470'HIGHWAY 19 FOR 0.6 MILE TO THE MARK WHICH IS SET TO THE LEFT AND
 BJ0470'WEST OF THE HIGHWAY NEAR A PECAN TREE AND THE RAILROAD.
 BJ0470'
 BJ0470'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0470'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0470'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ0470'DOYLE 1970.  IT IS 200 FEET SOUTH OF THE EAST BATON ROUGE AND EAST
 BJ0470'FELICIANA PARISH LINE, 180 FEET NORTH-NORTHEAST OF MILE POST NO. 348
 BJ0470'ON THE ILLINOIS CENTRAL RAILROAD, 44 FEET WEST OF THE CENTER OF
 BJ0470'STATE HIGHWAY 19, 43.5 FEET EAST OF THE EAST RAIL OF THE
 BJ0470'RAILROAD, AND 2 FEET WEST OF A METAL WITNESS POST.
 BJ0470'
 BJ0470'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0470'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0470'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ0470'DOYLE RM 1 1970.  IT IS 240 FEET SOUTH OF THE EAST BATON ROUGE AND
 BJ0470'EAST FELICIANA PARISH LINE, 125 FEET NORTH-NORTHEAST OF MILE POST NO.
 BJ0470'348 ON THE ILLINOIS CENTRAL RAILROAD, 58 FEET WEST OF THE CENTER
 BJ0470'OF STATE HIGHWAY 19 AND 29.5 FEET EAST OF THE EAST RAIL OF THE
 BJ0470'RAILROAD.
 BJ0470'
 BJ0470'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0470'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0470'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ0470'DOYLE RM 2 1970.  IT IS 225 FEET NORTH-NORTHEAST OF MILE POST NO.
 BJ0470'348 ON THE ILLINOIS CENTRAL RAILROAD, 180 FEET SOUTH OF THE EAST
 BJ0470'BATON ROUGE AND EAST FELICIANA PARISH LINE, 57 FEET WEST OF THE
 BJ0470'CENTER OF STATE HIGHWAY 19, AND 30.5 FEET EAST OF THE EAST
 BJ0470'RAIL OF THE RAILROAD.
 BJ0470'
 BJ0470'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0470'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0470'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ0470'DOYLE AZ MK 1970.  IT IS APPROXIMATELY 500 FEET NORTH OF THE
 BJ0470'INTERSECTION OF STATE HIGHWAY 19 AND SAFER DRIVE, 45 FEET WEST OF THE
 BJ0470'CENTER OF STATE HIGHWAY 19, 44 FEET EAST OF THE EAST RAIL OF
 BJ0470'THE ILLINOIS CENTRAL RAILROAD, 7 FEET WEST OF A POWER POLE, AND
 BJ0470'2 FEET WEST OF A METAL WITNESS POST.
 BJ0470'
 BJ0470'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0470'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0470'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ0470'DOYLE AZ MK 2 1970.  IT IS 95 FEET WEST-NORTHWEST OF POWER POLE
 BJ0470'NO. 333, 81 FEET NORTH OF A 25 INCH PECAN TREE, 50 FEET WEST OF
 BJ0470'THE CENTER OF STATE HIGHWAY 19, 38.5 FEET EAST OF THE EAST RAIL
 BJ0470'ON THE ILLINOIS CENTRAL RAILROAD AND 2 FEET WEST OF A METAL
 BJ0470'WITNESS POST.
 BJ0470'
 BJ0470'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ0470
 BJ0470                          STATION RECOVERY (1970)
 BJ0470
 BJ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RJT)
 BJ0470'THE STATION MARK, AZIMUTH MARK 2, AZIMUTH MARK, RM 1 AND RM 2 WERE
 BJ0470'FOUND TO BE IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE TO
 BJ0470'FIND THE STATION.
 BJ0470'
 BJ0470'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ0470'
 BJ0470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.9 MILES
 BJ0470'NORTH-NORTHEAST OF ZACHARY.
 BJ0470
 BJ0470                          STATION RECOVERY (1976)
 BJ0470
 BJ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0470'0.65 MI SOUTH FROM SLAUGHTER.
 BJ0470'0.65 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BJ0470'SLAUGHTER, 253 FT SOUTH OF EAST BATON ROUGE-EAST FELICIANA PARISH
 BJ0470'LINE, 44.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 44 FT EAST OF
 BJ0470'EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, 102 FT WEST
 BJ0470'NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 33-320 WITH
 BJ0470'TRANSFORMER, A C+GS-LADH DISK.
 BJ0470
 BJ0470                          STATION RECOVERY (1987)
 BJ0470
 BJ0470'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0470'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 BJ0470'MI) SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE IN SLAUGHTER TO
 BJ0470'THE MARK ON THE RIGHT, 61 METERS (200 FT) SOUTH OF THE EAST BATON
 BJ0470'ROUGE AND EAST FELICIANA PARISH LINE, 54.9 METERS (180 FT)
 BJ0470'NORTH-NORTHEAST OF MILE POST 348, ON THE ILLINOIS CENTRAL RAILROAD,
 BJ0470'13.4 METERS (44 FT) WEST OF THE CENTERLINE OF HIGHWAY 19 AND 13.2
 BJ0470'METERS (43.5 FT) EAST OF THE EAST RAIL OF THE RAILROAD.
 BJ0470'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ0470'THE MARK IS 1.22 M ABOVE HIGHWAY.
 BJ0470
 BJ0470                          STATION RECOVERY (2006)
 BJ0470
 BJ0470'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0471 ***********************************************************************
 BJ0471  DESIGNATION -  DOYLE AZ MK
 BJ0471  PID         -  BJ0471
 BJ0471  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0471  USGS QUAD   -  ZACHARY (1980)
 BJ0471
 BJ0471                         *CURRENT SURVEY CONTROL
 BJ0471  ___________________________________________________________________
 BJ0471* NAD 83(1992)-  30 42 03.66798(N)    091 08 46.90729(W)     ADJUSTED  
 BJ0471* NAVD 88     -        39.18   (+/-2cm)     128.5    (feet)  VERTCON   
 BJ0471  ___________________________________________________________________
 BJ0471  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ0471  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0471
 BJ0471  HORZ ORDER  -  SECOND
 BJ0471  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0471
 BJ0471.The horizontal coordinates were established by classical geodetic methods
 BJ0471.and adjusted by the National Geodetic Survey in January 1993..
 BJ0471
 BJ0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0471.The vertical order pertains to the NGVD 29 superseded value.
 BJ0471
 BJ0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0471
 BJ0471.The geoid height was determined by GEOID03.
 BJ0471
 BJ0471;                    North         East     Units Scale Factor Converg.
 BJ0471;SPC LA S     -   243,990.997 1,017,911.915   MT  1.00000022   +0 05 36.6
 BJ0471;SPC LA S     -   800,493.80  3,339,599.34   sFT  1.00000022   +0 05 36.6
 BJ0471;UTM  15      - 3,397,934.540   677,524.039   MT  0.99998877   +0 56 47.9
 BJ0471
 BJ0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0471!SPC LA S     -   0.99999813  x   1.00000022  =   0.99999835
 BJ0471!UTM  15      -   0.99999813  x   0.99998877  =   0.99998690
 BJ0471
 BJ0471:                Primary Azimuth Mark                     Grid Az
 BJ0471:SPC LA S     -  DOYLE                                    009 23 32.4
 BJ0471:UTM  15      -  DOYLE                                    008 32 21.1
 BJ0471
 BJ0471|---------------------------------------------------------------------|
 BJ0471| PID    Reference Object                     Distance      Geod. Az  |
 BJ0471|                                                           dddmmss.s |
 BJ0471| BJ0470 DOYLE                               APPROX. 0.8 KM 0092909.0 |
 BJ0471|---------------------------------------------------------------------|
 BJ0471
 BJ0471                          SUPERSEDED SURVEY CONTROL
 BJ0471
 BJ0471  NAD 83(1986)-  30 42 03.68607(N)    091 08 46.90392(W) AD(       ) 2
 BJ0471  NAD 27      -  30 42 03.02211(N)    091 08 46.51810(W) AD(       ) 2
 BJ0471  NGVD 29 (??/??/??)   39.179  (m)          128.54   (f) ADJUSTED    1 1
 BJ0471
 BJ0471.Superseded values are not recommended for survey control.
 BJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0471.See file dsdata.txt to determine how the superseded data were derived.
 BJ0471
 BJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7752497935(NAD 83)
 BJ0471_MARKER: DZ = AZIMUTH MARK DISK
 BJ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0471_SP_SET: CONCRETE POST
 BJ0471_STAMPING: DOYLE AZ MK 1970
 BJ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0471+STABILITY: SURFACE MOTION
 BJ0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0471+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 BJ0471
 BJ0471  HISTORY     - Date     Condition        Report By
 BJ0471  HISTORY     - 1975     MONUMENTED       LADTD
 BJ0471  HISTORY     - 1976     GOOD             NGS
 BJ0471  HISTORY     - 20060606 GOOD             AERODA
 BJ0471
 BJ0471                          STATION DESCRIPTION
 BJ0471
 BJ0471'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ0471'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ0471'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0471'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BJ0471'STAMPED DOYLE AZ MK 1970.  IT IS APPROXIMATELY 500 FEET NORTH OF
 BJ0471'THE INTERSECTION OF STATE HIGHWAY 19 AND SAFER DRIVE, 45 FEET
 BJ0471'WEST OF THE CENTER OF STATE HIGHWAY 19, 44 FEET EAST OF THE EAST
 BJ0471'RAIL OF THE ILLINOIS CENTRAL RAILROAD, 7 FEET WEST OF A POWER
 BJ0471'POLE, AND 2 FEET WEST OF A METAL WITNESS POST.
 BJ0471
 BJ0471                          STATION RECOVERY (1976)
 BJ0471
 BJ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0471'1.15 MI SOUTH FROM SLAUGHTER.
 BJ0471'1.15 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BJ0471'SLAUGHTER, 0.1 MILE NORTH OF THE JUNCTION OF SAFER DRIVE LEADING
 BJ0471'WEST, 1 POWER LINE POLE SOUTH OF T JUNCTION OF POLES, 104.5 FT
 BJ0471'NORTH OF EXTENDED CENTER LINE OF DRIVEWAY LEADING EAST, 45 FT WEST
 BJ0471'OF THE CENTER LINE OF THE HIGHWAY, 44.2 FT EAST OF THE EAST RAIL OF
 BJ0471'THE ILLINOIS CENTRAL RAILROAD TRACK, 7 FT WEST OF POWER LINE POLE
 BJ0471'OS 107 51 R 21
 BJ0471
 BJ0471                          STATION RECOVERY (2006)
 BJ0471
 BJ0471'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2186 ***********************************************************************
 CP2186  DESIGNATION -  DR CLARK BOLT
 CP2186  PID         -  CP2186
 CP2186  STATE/COUNTY-  LA/MOREHOUSE
 CP2186  USGS QUAD   -  BONITA SW (1988)
 CP2186
 CP2186                         *CURRENT SURVEY CONTROL
 CP2186  ___________________________________________________________________
 CP2186* NAD 83(1986)-  32 46 16.     (N)    091 41 35.     (W)     SCALED    
 CP2186* NAVD 88     -        29.101  (meters)      95.48   (feet)  ADJUSTED  
 CP2186  ___________________________________________________________________
 CP2186  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP2186  DYNAMIC HT  -          29.069 (meters)      95.37  (feet)  COMP
 CP2186  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CP2186
 CP2186  VERT ORDER  -  SECOND    CLASS 0
 CP2186
 CP2186.The horizontal coordinates were scaled from a topographic map and have
 CP2186.an estimated accuracy of +/- 6 seconds.
 CP2186
 CP2186.The orthometric height was determined by differential leveling
 CP2186.and adjusted by the National Geodetic Survey in June 1991..
 CP2186
 CP2186.The geoid height was determined by GEOID03.
 CP2186
 CP2186.The dynamic height is computed by dividing the NAVD 88
 CP2186.geopotential number by the normal gravity value computed on the
 CP2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2186.degrees latitude (g = 980.6199 gals.).
 CP2186
 CP2186.The modeled gravity was interpolated from observed gravity values.
 CP2186
 CP2186;                    North         East    Units  Estimated Accuracy
 CP2186;SPC LA N     -   252,100.    1,075,610.      MT  (+/- 180 meters Scaled)
 CP2186
 CP2186                          SUPERSEDED SURVEY CONTROL
 CP2186
 CP2186  NGVD 29 (??/??/92)   29.178  (m)           95.73   (f) ADJ UNCH    2 0
 CP2186
 CP2186.Superseded values are not recommended for survey control.
 CP2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2186.See file dsdata.txt to determine how the superseded data were derived.
 CP2186
 CP2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS224266(NAD 83)
 CP2186_MARKER: B = BOLT
 CP2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2186_SP_SET: STONE
 CP2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2186+STABILITY: SURFACE MOTION
 CP2186
 CP2186  HISTORY     - Date     Condition        Report By
 CP2186  HISTORY     - UNK      MONUMENTED       DOD
 CP2186  HISTORY     - 1934     GOOD             DOD
 CP2186
 CP2186                          STATION DESCRIPTION
 CP2186
 CP2186'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2186'5.75 MI W FROM MER ROUGE.
 CP2186'P.B.M. DR. CLARK IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 5 3/4
 CP2186'MILES WEST OF MER ROUGE, MOREHOUSE PARISH, LA., SEC. 30, T 21 N., R 8
 CP2186'E., ON PROPERTY OF DR. E.M. CLARK AND OPPOSITE THE SOUTHWEST CORNER OF
 CP2186'YARD FENCE AROUND TENANT HOUSE OCCUPIED BY FRANKIE GUNTER.  46.5 FEET
 CP2186'NORTH OF CENTER LINE OF HIGHWAY NO. 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2185 ***********************************************************************
 CP2185  DESIGNATION -  DR CLARK CAP
 CP2185  PID         -  CP2185
 CP2185  STATE/COUNTY-  LA/MOREHOUSE
 CP2185  USGS QUAD   -  BONITA SW (1988)
 CP2185
 CP2185                         *CURRENT SURVEY CONTROL
 CP2185  ___________________________________________________________________
 CP2185* NAD 83(1986)-  32 46 16.     (N)    091 41 35.     (W)     SCALED    
 CP2185* NAVD 88     -        30.34   (+/-2cm)      99.5    (feet)  VERTCON   
 CP2185  ___________________________________________________________________
 CP2185  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP2185
 CP2185  VERT ORDER  -  ? (See Below)
 CP2185
 CP2185.The horizontal coordinates were scaled from a topographic map and have
 CP2185.an estimated accuracy of +/- 6 seconds.
 CP2185
 CP2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2185.The vertical order pertains to the NGVD 29 superseded value.
 CP2185
 CP2185.The geoid height was determined by GEOID03.
 CP2185
 CP2185;                    North         East    Units  Estimated Accuracy
 CP2185;SPC LA N     -   252,100.    1,075,610.      MT  (+/- 180 meters Scaled)
 CP2185
 CP2185                          SUPERSEDED SURVEY CONTROL
 CP2185
 CP2185  NGVD 29 (??/??/92)   30.417  (m)           99.79   (f) ADJ UNCH    ?  
 CP2185
 CP2185.Superseded values are not recommended for survey control.
 CP2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2185.See file dsdata.txt to determine how the superseded data were derived.
 CP2185
 CP2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS224266(NAD 83)
 CP2185_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2185
 CP2185  HISTORY     - Date     Condition        Report By
 CP2185  HISTORY     - UNK      MONUMENTED       DOD
 CP2185  HISTORY     - 1934     GOOD             DOD
 CP2185
 CP2185                          STATION DESCRIPTION
 CP2185
 CP2185'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2185'5.75 MI W FROM MER ROUGE.
 CP2185'P.B.M. DR. CLARK IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 5 3/4
 CP2185'MILES WEST OF MER ROUGE, MOREHOUSE PARISH, LA., SEC. 30, T 21 N., R 8
 CP2185'E., ON PROPERTY OF DR. E.M. CLARK AND OPPOSITE THE SOUTHWEST CORNER OF
 CP2185'YARD FENCE AROUND TENANT HOUSE OCCUPIED BY FRANKIE GUNTER.  46.5 FEET
 CP2185'NORTH OF CENTER LINE OF HIGHWAY NO. 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0743 ***********************************************************************
 AV0743  DESIGNATION -  DRAKE
 AV0743  PID         -  AV0743
 AV0743  STATE/COUNTY-  LA/CAMERON
 AV0743  USGS QUAD   -  COW ISLAND (1979)
 AV0743
 AV0743                         *CURRENT SURVEY CONTROL
 AV0743  ___________________________________________________________________
 AV0743* NAD 83(1992)-  29 39 42.52342(N)    092 51 04.45071(W)     ADJUSTED  
 AV0743* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0743  **This station is located in a subsidence area (see below).
 AV0743  ___________________________________________________________________
 AV0743  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AV0743  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AV0743
 AV0743  HORZ ORDER  -  THIRD
 AV0743
 AV0743.The horizontal coordinates were established by classical geodetic methods
 AV0743.and adjusted by the National Geodetic Survey in January 1993..
 AV0743
 AV0743 ** The orthometric height has not been validated since last determined
 AV0743 ** by differential leveling and should not be used for control purposes.
 AV0743 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0743 ** area with valid NAVD 88 orthometric heights.
 AV0743 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0743 ** epoch indicated which incorporates improved geoid heights for the
 AV0743 ** Southern Louisiana Subsidence area.
 AV0743 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0743.The orthometric height was scaled from a topographic map.
 AV0743
 AV0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0743
 AV0743.The geoid height was determined by GEOID03.
 AV0743
 AV0743;                    North         East     Units Scale Factor Converg.
 AV0743;SPC LA S     -   129,754.206   853,061.808   MT  0.99994314   -0 45 32.3
 AV0743;SPC LA S     -   425,701.92  2,798,753.62   sFT  0.99994314   -0 45 32.3
 AV0743;UTM  15      - 3,281,321.599   514,396.321   MT  0.99960256   +0 04 25.0
 AV0743
 AV0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0743!SPC LA S     -   1.00000408  x   0.99994314  =   0.99994722
 AV0743!UTM  15      -   1.00000408  x   0.99960256  =   0.99960664
 AV0743
 AV0743|---------------------------------------------------------------------|
 AV0743| PID    Reference Object                     Distance      Geod. Az  |
 AV0743|                                                           dddmmss.s |
 AV0743| CV9747 DRAKE RM 1                           21.943 METERS 02513     |
 AV0743| AV0714 CONTINENTAL DA DERRICK              APPROX.28.2 KM 1871814.6 |
 AV0743| CV9748 DRAKE RM 2                           21.867 METERS 29354     |
 AV0743| CW1043 MONK MP CO                                         2953433.5 |
 AV0743|---------------------------------------------------------------------|
 AV0743
 AV0743                          SUPERSEDED SURVEY CONTROL
 AV0743
 AV0743  NAD 83(1986)-  29 39 42.53898(N)    092 51 04.42672(W) AD(       ) 3
 AV0743  NAD 27      -  29 39 41.73600(N)    092 51 03.90700(W) AD(       ) 3
 AV0743
 AV0743.Superseded values are not recommended for survey control.
 AV0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0743.See file dsdata.txt to determine how the superseded data were derived.
 AV0743
 AV0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN1439681322(NAD 83)
 AV0743_MARKER: DS = TRIANGULATION STATION DISK
 AV0743_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV0743_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0743
 AV0743  HISTORY     - Date     Condition        Report By
 AV0743  HISTORY     - 1955     MONUMENTED       CGS
 AV0743  HISTORY     - 1957     GOOD             CGS
 AV0743  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0743
 AV0743                          STATION DESCRIPTION
 AV0743
 AV0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0743'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF GRAND
 AV0743'CHENIER, ABOUT 4 MILES EAST OF THE MOUTH OF BEACH PRONG
 AV0743'BAYOU AND ABOUT 4 MILES WEST OF JOSEPH HARBOR BAYOU.  IT
 AV0743'LIES ON THE NORTH EDGE OF THE SHELL BEACH ABOUT 110 FEET
 AV0743'NORTH OF THE WATERS EDGE.
 AV0743'
 AV0743'TO REACH FROM THE POST OFFICE AT GRAND CHENIER.  GO EASTERLY
 AV0743'ON STATE HIGHWAY 292 FOR 3.8 MILES TO THE GRAND CHENIER HUNTING
 AV0743'LODGE ON THE LEFT HAND SIDE OF THE ROAD.  MUD BOATS MAY BE
 AV0743'SECURED AT THIS POINT FOR TRAVEL TO THE STATION.  AT THE
 AV0743'TIME OF THIS OBSERVATION A JEEP WAS TRANSPORTED TO THE MOUTH
 AV0743'OF BEACH PRONG BAYOU WHERE IT WAS USED FOR TRAVEL ALONG THE
 AV0743'BEACH.  FROM THE MOUTH OF BEACH PRONG BAYOU.  GO EASTERLY,
 AV0743'ALONG THE SHELL BEACH FOR 1.6 MILES TO A WOODEN TOWER AND
 AV0743'THE MAGNOLIA PETROLEUM TRIANGULATION STATION MONK.  CONTINUE
 AV0743'EASTERLY FOR 2.1 MILES TO THE STATION ON THE LEFT.
 AV0743'
 AV0743'THE STATION IS A STANDARD DISK, STAMPED DRAKE 1955, BRAZED
 AV0743'TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH IS CEMENTED
 AV0743'IN THE CENTER OF A 10 INCH TILE.  IT PROJECTS 12 INCHES.
 AV0743'
 AV0743'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DRAKE
 AV0743'NO 1 1955, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE
 AV0743'WHICH IS CEMENTED IN THE CENTER OF A 10 INCH TILE.  IT PROJECTS
 AV0743'ABOUT 12 INCHES AND IS LOCATED IN THE MARSH WHICH LIES TO
 AV0743'THE NORTH OF THE STATION.
 AV0743'
 AV0743'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DRAKE NO 2
 AV0743'1955, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 AV0743'IS CEMENTED IN THE CENTER OF A 10 INCH TILE.  IT PROJECTS 12
 AV0743'INCHES AND IS LOCATED IN THE MARSH ABOUT 3 FEET NORTH OF THE
 AV0743'NORTH EDGE OF THE SHELL BEACH.
 AV0743'
 AV0743'MONK (MP CO.) IS A MAGNOLIA PETROLEUM COMPANY TRIANGULATION
 AV0743'STATION STAINLESS STEEL DISK SET IN THE TOP OF A 5 INCH,
 AV0743'CONCRETE FILLED, PIPE WHICH IS LOCATED ABOUT 8 INCHES BELOW
 AV0743'THE SURFACE OF THE SAND.  IT IS LOCATED ON THE SHELL BEACH
 AV0743'2.1 MILES NORTHWEST OF THE STATION, ABOUT 80 FEET NORTH OF
 AV0743'THE WATERS EDGE AND ABOUT 40 FEET SOUTH OF THE MARSH.  A 30
 AV0743'FOOT WOODEN TOWER IS IN PLACE OVER THIS MARK.
 AV0743
 AV0743                          STATION RECOVERY (1957)
 AV0743
 AV0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WJW)
 AV0743'STATION IS NOW AT EDGE OF WATER AT LOW TIDE.
 AV0743'
 AV0743'REFERENCE MARK 2 AND THE AZIMUTH MARK AT EDGE OF WATER.
 AV0743'
 AV0743'REFERENCE MARK 1 NOW UNDER SHELL RIDGE.
 AV0743
 AV0743                          STATION RECOVERY (1979)
 AV0743
 AV0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0743'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.
 AV0743'THE AZIMUTH MARK (MONK MP CO) WAS NOT SEARCHED FOR.
 AV0743'COORDINATES FOR DRAKE 1955 WERE INSERTED INTO THE INERTIAL
 AV0743'SURVEY SYSTEM WHICH SHOWED THE STATION SITE TO BE
 AV0743'APPROXIMATELY 400 METERS OUT IN THE GULF.  THE STATION
 AV0743'IS PROBABLY LOST DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3292 ***********************************************************************
 AU3292  DESIGNATION -  DRAKE
 AU3292  PID         -  AU3292
 AU3292  STATE/COUNTY-  LA/JEFFERSON
 AU3292  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3292
 AU3292                         *CURRENT SURVEY CONTROL
 AU3292  ___________________________________________________________________
 AU3292* NAD 83(1992)-  29 53 49.70749(N)    090 10 00.94172(W)     ADJUSTED  
 AU3292* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3292  **This station is located in a subsidence area (see below).
 AU3292  ___________________________________________________________________
 AU3292  X           -     -16,122.782 (meters)                     COMP
 AU3292  Y           -  -5,533,902.798 (meters)                     COMP
 AU3292  Z           -   3,160,481.173 (meters)                     COMP
 AU3292  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU3292  ELLIP HEIGHT-         -25.99  (meters)          (09/30/02) GPS OBS
 AU3292  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AU3292  DYNAMIC HT  -          -0.1   (meters)      -0.    (feet)  COMP
 AU3292  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 AU3292
 AU3292  HORZ ORDER  -  FIRST
 AU3292  ELLP ORDER  -  FOURTH    CLASS II
 AU3292
 AU3292.The horizontal coordinates were established by GPS observations
 AU3292.and adjusted by the National Geodetic Survey in January 1993..
 AU3292
 AU3292 ** The orthometric height has not been validated since last determined
 AU3292 ** by differential leveling and should not be used for control purposes.
 AU3292 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3292 ** area with valid NAVD 88 orthometric heights.
 AU3292 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3292 ** epoch indicated which incorporates improved geoid heights for the
 AU3292 ** Southern Louisiana Subsidence area.
 AU3292 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3292.The orthometric height was scaled from a topographic map.
 AU3292
 AU3292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3292
 AU3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3292
 AU3292.The ellipsoidal height was determined by GPS observations
 AU3292.and is referenced to NAD 83.
 AU3292
 AU3292.The geoid height was determined by GEOID03.
 AU3292
 AU3292.The dynamic height is computed by dividing the NAVD 88
 AU3292.geopotential number by the normal gravity value computed on the
 AU3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3292.degrees latitude (g = 980.6199 gals.).
 AU3292
 AU3292.The modeled gravity was interpolated from observed gravity values.
 AU3292
 AU3292;                    North         East     Units Scale Factor Converg.
 AU3292;SPC LA S     -   155,438.497 1,112,647.839   MT  0.99992737   +0 34 59.6
 AU3292;SPC LA S     -   509,967.80  3,650,412.12   sFT  0.99992737   +0 34 59.6
 AU3292;UTM  15      - 3,310,760.947   773,581.052   MT  1.00052356   +1 24 46.8
 AU3292
 AU3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3292!SPC LA S     -   1.00000408  x   0.99992737  =   0.99993145
 AU3292!UTM  15      -   1.00000408  x   1.00052356  =   1.00052764
 AU3292
 AU3292                          SUPERSEDED SURVEY CONTROL
 AU3292
 AU3292  ELLIP H (01/21/93)  -25.98   (m)                       GP(       ) 4 2
 AU3292  NAD 83(1986)-  29 53 49.72358(N)    090 10 00.94214(W) AD(       ) 1
 AU3292  NAD 27      -  29 53 48.98353(N)    090 10 00.67159(W) AD(       ) 1
 AU3292  NGVD 29 (05/20/88)    0.1    (m)            0.     (f) VERT ANG       
 AU3292
 AU3292.Superseded values are not recommended for survey control.
 AU3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3292.See file dsdata.txt to determine how the superseded data were derived.
 AU3292
 AU3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7358110761(NAD 83)
 AU3292_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3292_STAMPING: DRAKE JPW 1987
 AU3292_MARK LOGO: NGS   
 AU3292_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3292+STABILITY: SURFACE MOTION
 AU3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3292+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 AU3292
 AU3292  HISTORY     - Date     Condition        Report By
 AU3292  HISTORY     - 1987     MONUMENTED       LADTD
 AU3292  HISTORY     - 19941122 GOOD             NGS
 AU3292  HISTORY     - 20040414 GOOD             JCLS
 AU3292  HISTORY     - 20040414 GOOD             JCLS
 AU3292
 AU3292                          STATION DESCRIPTION
 AU3292
 AU3292'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3292'THE STATION IS LOCATED ABOUT 5 KM (3.1 MI) EAST-SOUTHEAST OF
 AU3292'AVONDALE,
 AU3292'2.5 KM (1.5 MI) SOUTHWEST OF WESTWEGO,
 AU3292'1.KM (0.6 MI) NORTHWEST ALONG LAPALCO BOULEVARD FROM BAYOU
 AU3292'SEGNETTE, AT THE JUNCTION OF THE BOULEVARD AND A ROAD (UNDER
 AU3292'CONSTRUCTION) LEADING NORTHEAST.
 AU3292'OWNERSHIP--JEFFERSON PARISH PRESIDENTS OFFICE, C/O ROSS W KETCHUM,
 AU3292'DIRECTOR, 3300 NORTH CAUSEWAY BOULEVARD, METAIRIE, LA. PHONE
 AU3292'504-834-7810.
 AU3292'
 AU3292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU3292'AVONDALE GARDEN ROAD IN AVONDALE ABOUT 3.2 KM (2 MI) WEST OF THE
 AU3292'JUNCTION OF HIGHWAYS 90 AND 90 BUSINESS, GO EAST FOR
 AU3292'1.88 KM (1.2 MI) ON HIGHWAY 90 TO A ROAD RIGHT.
 AU3292'TURN RIGHT AND GO SOUTHEAST FOR 3.03 KM (1.9 MI) ON LAPALCO
 AU3292'BOULEVARD TO A ROAD (WITH A MEDIAN) ON THE LEFT AND THE STATION ON
 AU3292'THE LEFT.
 AU3292'
 AU3292'THE STATION IS A STANDARD NGS DISK
 AU3292'STAMPED---DRAKE JPW 1987---,
 AU3292'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AU3292'RECESSED 3 CM BELOW THE GROUND.  LOCATED
 AU3292'28.4 METERS (93.2 FT) NORTHEAST FROM THE CENTER OF LAPALCO
 AU3292'BOULEVARD,
 AU3292'20.4 METERS (66.9 FT) WEST-SOUTHWEST FROM THE SOUTHWEST ONE OF
 AU3292'THREE WOOD TRANSMISSION POLES,
 AU3292'9.4 METERS (30.8 FT) NORTH-NORTHEAST FROM THE CENTER OF A SQUARE
 AU3292'DRAIN IN THE ROAD,
 AU3292'0.4 METERS (1.3 FT) WEST FROM A FIBERGLASS WITNESS POST.
 AU3292'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3292'STAMPED---DRAKE JPW 1987---,
 AU3292'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AU3292
 AU3292                          STATION RECOVERY (1994)
 AU3292
 AU3292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3292'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 45 (BARATARIA
 AU3292'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 3134 IN MARRERO, THENCE
 AU3292'7.4 KM (4.60 MI) WESTERLY ALONG LAPALCO BOULEVARD, 26.5 M (86.9 FT)
 AU3292'NORTH OF THE CENTER OF THE WESTBOUND LANE OF THE BOULEVARD, 20.4 M
 AU3292'(66.9 FT) WEST-SOUTHWEST OF THE SOUTH LEG OF A TRIPLE UTILITY POLE,
 AU3292'8.8 M (28.9 FT) NORTH OF THE NORTH CORNER OF A STORM DRAIN, 4.7 M
 AU3292'(15.4 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AU3292'SEGNETTE BOULEVARD, 0.2 M (0.7 FT) ABOVE THE LEVEL OF SEGNETTE
 AU3292'BOULEVARD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AU3292
 AU3292                          STATION RECOVERY (2004)
 AU3292
 AU3292'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 AU3292'RECOVERED IN GOOD CONDITION.
 AU3292
 AU3292                          STATION RECOVERY (2004)
 AU3292
 AU3292'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AU3292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3016 ***********************************************************************
 BK3016  DESIGNATION -  DRAKE RESET
 BK3016  PID         -  BK3016
 BK3016  STATE/COUNTY-  LA/VERNON
 BK3016  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK3016
 BK3016                         *CURRENT SURVEY CONTROL
 BK3016  ___________________________________________________________________
 BK3016* NAD 83(1992)-  30 58 58.46005(N)    093 09 25.99797(W)     ADJUSTED  
 BK3016* NAVD 88     -        89.28   (+/-2cm)     292.9    (feet)  VERTCON   
 BK3016  ___________________________________________________________________
 BK3016  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BK3016  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BK3016
 BK3016  HORZ ORDER  -  FIRST
 BK3016  VERT ORDER  -  THIRD ? (See Below)
 BK3016
 BK3016.The horizontal coordinates were established by classical geodetic methods
 BK3016.and adjusted by the National Geodetic Survey in January 1993..
 BK3016
 BK3016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3016.The vertical order pertains to the NGVD 29 superseded value.
 BK3016
 BK3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3016
 BK3016.The geoid height was determined by GEOID03.
 BK3016
 BK3016;                    North         East     Units Scale Factor Converg.
 BK3016;SPC LA N     -    53,734.485   937,218.787   MT  1.00004674   -0 20 50.9
 BK3016;SPC LA N     -   176,293.89  3,074,858.64   sFT  1.00004674   -0 20 50.9
 BK3016;SPC LA S     -   276,615.905   825,774.568   MT  1.00007240   -0 54 43.1
 BK3016;SPC LA S     -   907,530.68  2,709,228.73   sFT  1.00007240   -0 54 43.1
 BK3016;UTM  15      - 3,427,718.047   484,987.982   MT  0.99960278   -0 04 51.4
 BK3016
 BK3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3016!SPC LA N     -   0.99999018  x   1.00004674  =   1.00003692
 BK3016!SPC LA S     -   0.99999018  x   1.00007240  =   1.00006258
 BK3016!UTM  15      -   0.99999018  x   0.99960278  =   0.99959296
 BK3016
 BK3016|---------------------------------------------------------------------|
 BK3016| PID    Reference Object                     Distance      Geod. Az  |
 BK3016|                                                           dddmmss.s |
 BK3016| CV7537 DRAKE RM 1                           28.059 METERS 03325     |
 BK3016| BK3010 WHISKEY CHITTO LOOKOUT TOWER        APPROX. 6.5 KM 0771707.1 |
 BK3016| BK3018 DRAKE RM 3                           26.577 METERS 18408     |
 BK3016| CV7536 DRAKE AZ MK                                        2244815.9 |
 BK3016| BK3017 D 4249 LAGS 1941                    285.307 METERS 22734     |
 BK3016| CV7539 DRAKE RM 2 TILTED                                  30454     |
 BK3016| CV7538 DRAKE RM 2                           28.770 METERS 30502     |
 BK3016| BX2896 CENTRAL LOOKOUT                     APPROX. 5.7 KM 3321755.4 |
 BK3016|---------------------------------------------------------------------|
 BK3016
 BK3016                          SUPERSEDED SURVEY CONTROL
 BK3016
 BK3016  NAD 83(1986)-  30 58 58.47532(N)    093 09 25.99276(W) AD(       ) 1
 BK3016  NAD 27      -  30 58 57.78700(N)    093 09 25.42200(W) AD(       ) 1
 BK3016  NGVD 29 (07/19/86)   89.39   (m)          293.3    (f) LEVELING    3  
 BK3016
 BK3016.Superseded values are not recommended for survey control.
 BK3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3016.See file dsdata.txt to determine how the superseded data were derived.
 BK3016
 BK3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8498827718(NAD 83)
 BK3016_MARKER: DS = TRIANGULATION STATION DISK
 BK3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3016
 BK3016  HISTORY     - Date     Condition        Report By
 BK3016  HISTORY     - 1965     MONUMENTED       CGS
 BK3016  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK3016  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK3016
 BK3016                          STATION DESCRIPTION
 BK3016
 BK3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK3016'STATION SURFACE MARK AND REFERENCE MARK NUMBER 1 WERE FOUND
 BK3016'DESTROYED.  REFERENCE MARK NUMBER 2 HAD BEEN MOVED SLIGHTLY.
 BK3016'A NEW STATION SURFACE MARK AND REFERENCE MARK NUMBER 3 WERE
 BK3016'ESTABLISHED.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION
 BK3016'TO REFERENCE MARK NUMBER 2 AND A DIFFERENCE WAS FOUND.  A
 BK3016'COMPLETE NEW DESCRIPTION FOLLOWS.
 BK3016'
 BK3016'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF PICKERING, 9
 BK3016'MILES NORTHEAST OF ROSEPINE AND IN THE KISATCHIE NATIONAL
 BK3016'FOREST.  IT IS IN THE NW 1/4 OF SEC. 14, T.1 S, R.8 W.
 BK3016'
 BK3016'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND
 BK3016'STATE HIGHWAY 10 IN PICKERING, GO EAST ON HIGHWAY 10 FOR 4.6
 BK3016'MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, AND CONTINUE ON HIGHWAY
 BK3016'10 FOR 3.85 MILES TO CROSSROADS AT CATTLE GUARDS ON BOTH SIDES OF
 BK3016'HIGHWAY.  TURN LEFT AND GO NORTHEAST FOR 0.15 MILE TO FORKS AND
 BK3016'STATION ON THE RIGHT AS DESCRIBED.
 BK3016'
 BK3016'AZIMUTH MARK IS REACHED FROM CROSSROAD AT CATTLE GUARDS BY
 BK3016'GOING SOUTHWEST ON GRAVELLED ROAD FOR 0.3 MILE TO AZIMUTH MARK
 BK3016'ON THE RIGHT AS DESCRIBED.
 BK3016'
 BK3016'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP
 BK3016'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS
 BK3016'STAMPED DRAKE 1941 1965.  IT IS 46 FEET SOUTH-SOUTHEAST OF
 BK3016'CENTER OF ROAD FORKS, 76.3 FEET SOUTH OF THE SOUTHERLY ONE
 BK3016'OF TWO POWERLINE POLES AND 23.3 FEET WEST OF NORTHERLY ONE OF
 BK3016'TWO 16 INCH PINE TREES.
 BK3016'
 BK3016'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK,
 BK3016'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 BK3016'ABOUT 3 INCHES AND IS STAMPED DRAKE NO 2 1941.  IT IS 63 FEET
 BK3016'WEST OF CENTER OF ROAD FORKS, AND 23.8 FEET SOUTHEAST OF A 20
 BK3016'INCH PINE TREE.
 BK3016'
 BK3016'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, SET
 BK3016'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 BK3016'AND IS STAMPED DRAKE NO 3 1941 1965.  IT IS 80-1/2 FEET SOUTHEAST
 BK3016'OF CENTER OF A GRAVELLED ROAD, 32.0 FEET EAST OF AN 18 INCH PINE
 BK3016'TREE AND 5 FEET EAST OF A METAL WITNESS POST.
 BK3016'
 BK3016'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF
 BK3016'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS
 BK3016'STAMPED DRAKE 1941.  IT IS 22-1/2 FEET NORTHWEST OF CENTER
 BK3016'OF A GRAVELLED ROAD AND 34.0 FEET SOUTH-SOUTHWEST OF A GUYED
 BK3016'POWERLINE POLE.
 BK3016'
 BK3016'A TRAVERSE CONNECTION WAS MADE TO DRAKE NO 3 1941 1965, DISTANCE
 BK3016'BEING SHOWN ABOVE.
 BK3016'
 BK3016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BK3016'SOUTHEAST OF PICKERING.
 BK3016
 BK3016                          STATION RECOVERY (1994)
 BK3016
 BK3016'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3016'MARK NOT FOUND.
 BK3016
 BK3016                          STATION RECOVERY (2001)
 BK3016
 BK3016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3016'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3018 ***********************************************************************
 BK3018  DESIGNATION -  DRAKE RM 3
 BK3018  PID         -  BK3018
 BK3018  STATE/COUNTY-  LA/VERNON
 BK3018  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK3018
 BK3018                         *CURRENT SURVEY CONTROL
 BK3018  ___________________________________________________________________
 BK3018* NAD 83(1992)-  30 58 57.59933(N)    093 09 26.07030(W)     ADJUSTED  
 BK3018* NAVD 88     -        88.62   (+/-2cm)     290.7    (feet)  VERTCON   
 BK3018  ___________________________________________________________________
 BK3018  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BK3018  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BK3018
 BK3018  HORZ ORDER  -  FIRST
 BK3018  VERT ORDER  -  THIRD ? (See Below)
 BK3018
 BK3018.The horizontal coordinates were established by classical geodetic methods
 BK3018.and adjusted by the National Geodetic Survey in January 1993..
 BK3018
 BK3018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3018.The vertical order pertains to the NGVD 29 superseded value.
 BK3018
 BK3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3018
 BK3018.The geoid height was determined by GEOID03.
 BK3018
 BK3018;                    North         East     Units Scale Factor Converg.
 BK3018;SPC LA N     -    53,707.988   937,216.707   MT  1.00004681   -0 20 50.9
 BK3018;SPC LA N     -   176,206.96  3,074,851.81   sFT  1.00004681   -0 20 50.9
 BK3018;SPC LA S     -   276,589.429   825,772.227   MT  1.00007233   -0 54 43.1
 BK3018;SPC LA S     -   907,443.82  2,709,221.05   sFT  1.00007233   -0 54 43.1
 BK3018;UTM  15      - 3,427,691.553   484,986.026   MT  0.99960278   -0 04 51.4
 BK3018
 BK3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3018!SPC LA N     -   0.99999028  x   1.00004681  =   1.00003709
 BK3018!SPC LA S     -   0.99999028  x   1.00007233  =   1.00006261
 BK3018!UTM  15      -   0.99999028  x   0.99960278  =   0.99959306
 BK3018
 BK3018                          SUPERSEDED SURVEY CONTROL
 BK3018
 BK3018  NAD 83(1986)-  30 58 57.61464(N)    093 09 26.06510(W) AD(       ) 1
 BK3018  NAD 27      -  30 58 56.92628(N)    093 09 25.49433(W) AD(       ) 1
 BK3018  NGVD 29 (07/19/86)   88.73   (m)          291.1    (f) LEVELING    3  
 BK3018
 BK3018.Superseded values are not recommended for survey control.
 BK3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3018.See file dsdata.txt to determine how the superseded data were derived.
 BK3018
 BK3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8498627692(NAD 83)
 BK3018_MARKER: DR = REFERENCE MARK DISK
 BK3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3018
 BK3018  HISTORY     - Date     Condition        Report By
 BK3018  HISTORY     - 1965     MONUMENTED       CGS
 BK3018  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK3018  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK3018
 BK3018                          STATION DESCRIPTION
 BK3018
 BK3018'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK3018'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF PICKERING, 9
 BK3018'MILES NORTHEAST OF ROSEPINE AND IN THE KISATCHIE NATIONAL
 BK3018'FOREST.  IT IS IN THE NW 1/4 OF SEC.14, T.1 S. R.8 W.
 BK3018'
 BK3018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BK3018'AND STATE HIGHWAY 10 IN PICKERING, GO EAST ON HIGHWAY
 BK3018'10 FOR 4.6 MILES TO A
 BK3018'CROSSROAD. TURN RIGHT, SOUTH, AND CONTINUE ON HIGHWAY 10 FOR 3.85
 BK3018'MILES TO CROSSROADS AT CATTLE GUARD ON BOTH SIDES OF
 BK3018'HIGHWAY--TURN LEFT AND GO NORTHEAST FOR 0.1 MILE TO STATION ON
 BK3018'THE RIGHT AS DESCRIBED.
 BK3018'
 BK3018'AZIMUTH MARK IS REACHED FROM CROSSROAD AT CATTLE GUARDS BY
 BK3018'GOING SOUTHWEST FOR 0.3 MILE TO MARK ON RIGHT AS DESCRIBED.
 BK3018'
 BK3018'STATION MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP
 BK3018'OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES AND
 BK3018'IS STAMPED DRAKE NO 3 1941 1965.  IT IS 80-1/2 FEET SOUTHEAST
 BK3018'OF CENTER OF A GRAVELLED ROAD, 32.0 FEET EAST OF AN 18 INCH
 BK3018'PINE TREE AND 5.0 FEET EAST OF A METAL WITNESS POST.
 BK3018'
 BK3018'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 BK3018'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS
 BK3018'STAMPED DRAKE 1941.  IT IS 34.0 FEET SOUTH-SOUTHWEST OF A GUYED
 BK3018'POWERLINE POLE AND 22.5 FEET NORTHWEST OF THE CENTER OF A
 BK3018'GRAVELLED ROAD.
 BK3018'
 BK3018'A TRAVERSE CONNECTION WAS MADE TO STATION DRAKE 1941 1965.
 BK3018'
 BK3018'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
 BK3018
 BK3018                          STATION RECOVERY (1994)
 BK3018
 BK3018'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3018'MARK NOT FOUND.
 BK3018
 BK3018                          STATION RECOVERY (2001)
 BK3018
 BK3018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3018'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3035 ***********************************************************************
 AU3035  DESIGNATION -  DREUX
 AU3035  PID         -  AU3035
 AU3035  STATE/COUNTY-  LA/TERREBONNE
 AU3035  USGS QUAD   -  LAKE QUITMAN (1994)
 AU3035
 AU3035                         *CURRENT SURVEY CONTROL
 AU3035  ___________________________________________________________________
 AU3035* NAD 83(1992)-  29 17 27.49435(N)    090 38 54.04593(W)     ADJUSTED  
 AU3035* NAVD 88     -         1.14   (+/-2cm)       3.7  **(feet)  VERTCON   
 AU3035  **This station is located in a subsidence area (see below).
 AU3035  ___________________________________________________________________
 AU3035  X           -     -62,994.818 (meters)                     COMP
 AU3035  Y           -  -5,566,753.934 (meters)                     COMP
 AU3035  Z           -   3,102,056.733 (meters)                     COMP
 AU3035  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU3035  ELLIP HEIGHT-         -23.92  (meters)          (07/18/02) GPS OBS
 AU3035  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AU3035
 AU3035  HORZ ORDER  -  SECOND
 AU3035  VERT ORDER  -  THIRD ? (See Below)
 AU3035  ELLP ORDER  -  FOURTH    CLASS II
 AU3035
 AU3035.The horizontal coordinates were established by classical geodetic methods
 AU3035.and adjusted by the National Geodetic Survey in January 1993..
 AU3035
 AU3035 ** The orthometric height has not been validated since last determined
 AU3035 ** by differential leveling and should not be used for control purposes.
 AU3035 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3035 ** area with valid NAVD 88 orthometric heights.
 AU3035 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3035 ** epoch indicated which incorporates improved geoid heights for the
 AU3035 ** Southern Louisiana Subsidence area.
 AU3035 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3035.The vertical order pertains to the NGVD 29 superseded value.
 AU3035
 AU3035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3035
 AU3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3035
 AU3035.The ellipsoidal height was determined by GPS observations
 AU3035.and is referenced to NAD 83.
 AU3035
 AU3035.The geoid height was determined by GEOID03.
 AU3035
 AU3035;                    North         East     Units Scale Factor Converg.
 AU3035;SPC LA S     -    87,875.761 1,066,556.359   MT  1.00000192   +0 20 33.0
 AU3035;SPC LA S     -   288,305.73  3,499,193.65   sFT  1.00000192   +0 20 33.0
 AU3035;UTM  15      - 3,242,517.802   728,440.189   MT  1.00024398   +1 09 03.7
 AU3035
 AU3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3035!SPC LA S     -   1.00000376  x   1.00000192  =   1.00000568
 AU3035!UTM  15      -   1.00000376  x   1.00024398  =   1.00024774
 AU3035
 AU3035:                Primary Azimuth Mark                     Grid Az
 AU3035:SPC LA S     -  BOUDREAUX CANAL E TWIN STACK             015 11 22.5
 AU3035:UTM  15      -  BOUDREAUX CANAL E TWIN STACK             014 22 51.8
 AU3035
 AU3035|---------------------------------------------------------------------|
 AU3035| PID    Reference Object                     Distance      Geod. Az  |
 AU3035|                                                           dddmmss.s |
 AU3035| AU3022 BOUDREAUX CANAL E TWIN STACK        APPROX.11.2 KM 0153155.5 |
 AU3035| DD6604 DREUX RM 2                           18.320 METERS 25505     |
 AU3035| DD6603 DREUX RM 1                           32.530 METERS 34528     |
 AU3035| DD6602 DREUX AZ MK                                        3471313.7 |
 AU3035|---------------------------------------------------------------------|
 AU3035
 AU3035                          SUPERSEDED SURVEY CONTROL
 AU3035
 AU3035  ELLIP H (01/21/93)  -24.05   (m)                       GP(       ) 4 2
 AU3035  NAD 83(1986)-  29 17 27.51414(N)    090 38 54.05579(W) AD(       ) 2
 AU3035  NAD 27      -  29 17 26.70200(N)    090 38 53.73800(W) AD(       ) 2
 AU3035  NGVD 29 (07/19/86)    1.07   (m)            3.5    (f) LEVELING    3  
 AU3035
 AU3035.Superseded values are not recommended for survey control.
 AU3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3035.See file dsdata.txt to determine how the superseded data were derived.
 AU3035
 AU3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2844042518(NAD 83)
 AU3035_MARKER: DS = TRIANGULATION STATION DISK
 AU3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3035+STABILITY: SURFACE MOTION
 AU3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3035+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3035
 AU3035  HISTORY     - Date     Condition        Report By
 AU3035  HISTORY     - 1934     MONUMENTED       CGS
 AU3035  HISTORY     - 1952     GOOD             CGS
 AU3035  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AU3035  HISTORY     - 1985     GOOD             LADTD
 AU3035  HISTORY     - 1986     GOOD             NGS
 AU3035
 AU3035                          STATION DESCRIPTION
 AU3035
 AU3035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3035'STATION IS IN SOLID GROUND ON THE W BANK OF BAYOU LITTLE
 AU3035'CAILLOU BETWEEN A DIRT ROAD (STATE HIGHWAY 79) AND THE BAYOU,
 AU3035'ON THE PROPERTY OF MR. DREUXRANGES, OF HOUMA, 10 METERS (33 FEET)
 AU3035'E OF THE HIGHWAY, 11 METERS (36 FEET) W OF THE BAYOU, NE OF
 AU3035'A LARGE FRAME HOUSE OCCUPIED BY ALEX BLANCHARD, AND 18 METERS
 AU3035'(60 FEET) N OF 2 LARGE LIVE-OAK TREES WHICH ARE THE ONLY
 AU3035'LARGE TREES IN THAT VICINITY.
 AU3035'
 AU3035'STATION AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 AU3035'CONCRETE IN THE TOP OF TILES.
 AU3035'
 AU3035'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3035'IS 7 METERS (23 FEET) E OF THE
 AU3035'HIGHWAY AND 32.530 METERS (106.73 FEET) FROM THE STATION
 AU3035'N 14 DEG 32 MIN W.
 AU3035'
 AU3035'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3035'IS ON A FENCE LINE, 4 METERS (13 FEET)
 AU3035'FROM THE HIGHWAY AND 18.320 METERS (60.10 FEET) FROM THE
 AU3035'STATION S 75 DEG 05 MIN W.  THE AZIMUTH MARK IS ON
 AU3035'THE S FENCE LINE OF A HOUSE, 16 METERS (52 FEET) W OF THE HIGHWAY
 AU3035'AND ABOUT 0.2 MILE FROM THE STATION N 12 DEG 47 MIN W.
 AU3035
 AU3035                          STATION RECOVERY (1952)
 AU3035
 AU3035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3035'STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AU3035'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED
 AU3035'AND WERE FOUND TO BE CORRECT.  A NEW DESCRIPTION FOLLOWS--
 AU3035'
 AU3035'STATION IS LOCATED ABOUT 26 MI. SE OF THE INTERSECTION OF
 AU3035'STATE HIGHWAYS 69 AND 141 IN HOUMA, 2.9 MI. S OF A BRIDGE
 AU3035'OVER ROBINSONS CANAL, ON THE E SIDE OF THE HIGHWAY, NEAR A
 AU3035'SMALL L-SHAPED PIER, 33 FT. E OF THE CENTERLINE OF THE ROAD
 AU3035'70 FT. N OF A 40-IN. LONE OAK TREE, 72 FT. E-NE OF THE CENTER
 AU3035'OF A DRIVEWAY GATE TO A CORRUGATED TIN CABIN, 21 FT. W OF
 AU3035'THE BAYOU BANK, AND 3 FT. W OF A 4- BY 4-IN. WHITE WOODEN
 AU3035'WITNESS POST.  IT IS A STANDARD DISK, STAMPED DREUX 1934 AND SET
 AU3035'IN THE TOP OF A 10-IN. ROUND CONCRETE MONUMENT FLUSH
 AU3035'WITH THE GROUND.
 AU3035'
 AU3035'REFERENCE MARK 1 IS 177 FT. N OF A LONE 40-IN. OAK TREE, 44
 AU3035'FT. W OF THE BAYOU BANK, AND 23 FT. E OF THE CENTERLINE OF THE
 AU3035'ROAD.  IT IS A STANDARD DISK, STAMPED DREUX NO 1 1934 AND SET IN
 AU3035'THE TOP OF A 9- BY 9-IN. CONCRETE MONUMENT PROJECTING 2 IN.
 AU3035'ABOVE THE GROUND.
 AU3035'
 AU3035'REFERENCE MARK 2 IS 26 FT. W OF THE CENTERLINE OF THE ROAD,
 AU3035'24 FT. N OF THE CENTER OF THE DRIVEWAY GATE, AND 5.5 FT.
 AU3035'E OF A FENCE.  IT IS A STANDARD DISK, STAMPED DREUX NO 2 1934 AND
 AU3035'SET IN THE TOP OF A 9- BY 9-IN. CONCRETE MONUMENT PROJECTING
 AU3035'2 IN. ABOVE THE GROUND.
 AU3035'
 AU3035'THE AZIMUTH MARK IS 311.835 M. (1023.08 FT.) N-NW OF THE
 AU3035'STATION, 79 FT. S-SE OF A WOODEN CISTERN, 73 FT. S-SW OF THE SE
 AU3035'CORNER OF A HOUSE, AND 47 FT. W OF THE CENTERLINE OF THE ROAD.
 AU3035'IT IS A STANDARD TRIANGULATION-STATION DISK, STAMPED AZIMUTH
 AU3035'DREUX 1934 AND SET IN THE TOP OF A CONCRETE-FILLED 10-IN.
 AU3035'TERRA-COTTA TILE PROJECTING 2 IN. ABOVE THE GROUND.
 AU3035'
 AU3035'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 AU3035'69 AND 141 IN HOUMA, GO SE ON STATE HIGHWAY 69 TO THE JUNCTION
 AU3035'OF STATE HIGHWAY 79 AT PRESQUILLE, AND THENCE SE ON STATE
 AU3035'HIGHWAY 79 TO THE STATION SITE.
 AU3035
 AU3035                          STATION RECOVERY (1960)
 AU3035
 AU3035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 AU3035'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 AU3035'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO A
 AU3035'BUILDING ON LINE.  DUE TO RELOCATION OF THE HIGHWAY A NEW
 AU3035'DESCRIPTION FOLLOWS--
 AU3035'
 AU3035'THE STATION IS LOCATED ABOUT 26 MILES SOUTHEAST OF HOUMA, ON THE
 AU3035'WEST BANK OF BAYOU LITTLE CAILLOU, BETWEEN THE BAYOU AND STATE
 AU3035'HIGHWAY 56, 2.9 MILES SOUTH OF THE BRIDGE OVER ROBINSON CANAL
 AU3035'AND 1.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 56 AND 57.
 AU3035'IT IS 208 FEET NORTH OF A SHEEL ROAD LEADING EAST TO THE BAYOU
 AU3035'AT ADECO LANDING, 70 FEET NORTH OF A 2-FOOT LONE OAK TREE, 16
 AU3035'FEET WEST OF THE WEST EDGE OF THE BAYOU, 34.5 FEET EAST OF THE
 AU3035'CENTER OF THE GRAVELED ROAD, 126.5 FEET EAST-NORTHEAST OF THE
 AU3035'NORTHEAST CORNER OF A TIN BUILDING PAINTED GREEN, 73 FEET
 AU3035'EAST-NORTHEAST OF THE CENTER OF THE DRIVEWAY TO THE GREEN
 AU3035'BUILDING AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT
 AU3035'IS A STANDARD DISK, STAMPED DREUX 1934, FLUSH WITH THE GROUND.
 AU3035'
 AU3035'REFERENCE MARK NO. 1 IS 106.69 FEET NORTH OF THE STATION, 23.5
 AU3035'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 177 FEET NORTH
 AU3035'OF A LONE 2-FOOT OAK TREE, 32.5 FEET WEST OF THE WEST BANK OF THE
 AU3035'BAYOU, 41 FEET NORTH OF A LONE 8-INCH OAK TREE AND 1 FOOT WEST
 AU3035'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 AU3035'DREUX NO 1 1934, PROJECTING 1 INCH.
 AU3035'
 AU3035'REFERENCE MARK NO. 2 IS 60.06 FEET WEST-SOUTHWEST OF THE
 AU3035'STATION, 25.5 FEET WEST OF THE CENTER OF THE OLD GRAVELED ROAD,
 AU3035'25.5 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE TIN
 AU3035'BUILDING, 73 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 AU3035'TIN BUILDING, 81.5 FEET NORTHWEST OF A LONE 2-FOOT OAK TREE,
 AU3035'5.5 FEET EAST OF A FENCE LINE AND 1 FOOT NORTHWEST OF A METAL
 AU3035'WITNESS POST.  IT IS A STANDARD DISK, STAMPED DREUX NO 2 1934,
 AU3035'FLUSH WITH THE GROUND.
 AU3035'
 AU3035'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 122.80
 AU3035'FEET.
 AU3035'
 AU3035'THE AZIMUTH MARK IS 311.835 METERS NORTH-NORTHWEST OF THE
 AU3035'STATION, IN THE DRIVEWAY OF A FARM HOUSE, 48 FEET WEST OF THE
 AU3035'CENTER OF THE GRAVELED ROAD, 28.5 FEET WEST OF A METAL WITNESS
 AU3035'POST, 73 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE
 AU3035'PAINTED GREEN, 101 FEET WEST OF THE WEST EDGE OF THE BAYOU,
 AU3035'46 FEET EAST OF A 2-FOOT HACKBERRY TREE, 83.5 FEET NORTH OF THE
 AU3035'NORTHEAST CORNER OF A TIN BUILDING AND IN THE NORTH EDGE OF
 AU3035'THE DRIVEWAY.  IT IS A STANDARD TRIANGULATION DISK, STAMPED
 AU3035'DREUX AZIMUTH 1934, SET IN THE TOP OF AN 8-INCH CONCRETE
 AU3035'FILLED TERRA COTTA PIPE FLUSH WITH THE GROUND.
 AU3035'
 AU3035'TO REACH THE STATION FROM THE POST OFFICE AT HOUMA, GO EAST ON
 AU3035'STATE HIGHWAY 24 FOR 1.05 MILE TO THE JUNCTION WITH STATE
 AU3035'HIGHWAY 57, CONTINUE EAST ON STATE HIGHWAY 24 FOR 4.4 MILES TO
 AU3035'THE JUNCTION WITH STATE HIGHWAY 56, CONTINUE STRAIGHT AHEAD ON
 AU3035'STATE HIGHWAY 56 FOR 21.5 MILES TO THE MARK ON THE LEFT.
 AU3035
 AU3035                          STATION RECOVERY (1985)
 AU3035
 AU3035'RECOVERY NOTE BY LA TRANSP AND DEV 1985 (TLH)
 AU3035'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 AU3035'AND FOUND IN FAIR CONDITION THE AZIMUTH MARK WAS NOT RECOVERED THIS
 AU3035'DATE.  DUE TO THE STATION MARK IN THE EDGE OF THE PETIT CAILLOU BAYOU,
 AU3035'STATION DREUX 2 WAS ESTABLISHED THIS DATE ALONG WITH REFELENCE MARKS 3
 AU3035'AND 4 AND AN AZIMUTH MARK.
 AU3035
 AU3035                          STATION RECOVERY (1986)
 AU3035
 AU3035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (JDR)
 AU3035'THE STATION WAS FOUND IN GOOD CONDITION AS PREVIOUSLY DESCRIBED, BUT
 AU3035'WAS NOT STAMPED WITH A STATION NAME OR NUMBER. REFERENCE MARK NUMBER
 AU3035'1 WAS FOUND IN POOR CONDITION, TILTING TO THE EAST.  NO OTHER
 AU3035'REFERENCE MARKS WERE SEARCHED FOR AT THIS TIME DUE TO WEATHER
 AU3035'CONDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3293 ***********************************************************************
 AU3293  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU3293  FBN         -  This is a Federal Base Network Control Station.
 AU3293  DESIGNATION -  DREUX 2
 AU3293  PID         -  AU3293
 AU3293  STATE/COUNTY-  LA/TERREBONNE
 AU3293  USGS QUAD   -  LAKE QUITMAN (1994)
 AU3293
 AU3293                         *CURRENT SURVEY CONTROL
 AU3293  ___________________________________________________________________
 AU3293* NAD 83(1992)-  29 17 23.94941(N)    090 38 54.22013(W)     ADJUSTED  
 AU3293* NAVD 88     -         0.59 **(meters)       1.9  **(feet)  GPS OBS(2004.65)
 AU3293  **This station is located in a subsidence area (see below).
 AU3293  ___________________________________________________________________
 AU3293  EPOCH DATE  -        2004.65
 AU3293  X           -     -63,000.123 (meters)                     COMP
 AU3293  Y           -  -5,566,807.223 (meters)                     COMP
 AU3293  Z           -   3,101,961.513 (meters)                     COMP
 AU3293  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU3293  ELLIP HEIGHT-         -23.98  (meters)          (06/22/05) GPS OBS
 AU3293  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AU3293
 AU3293  HORZ ORDER  -  B
 AU3293  ELLP ORDER  -  FOURTH    CLASS I
 AU3293
 AU3293.The horizontal coordinates were established by GPS observations
 AU3293.and adjusted by the National Geodetic Survey in June 2005..
 AU3293.The horizontal coordinates are valid at the epoch date displayed above.
 AU3293.The epoch date for horizontal control is a decimal equivalence
 AU3293.of Year/Month/Day.
 AU3293
 AU3293 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3293 ** and geoid heights are valid at the date of observation. These heights
 AU3293 ** must always be validated when used as control.
 AU3293 ** The orthometric height was determined by GPS observations using
 AU3293 ** precise GPS observation and processing techniques and a new
 AU3293 ** realization of GEOID03. It supersedes the leveled height previously
 AU3293 ** determined for this station.
 AU3293 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3293 ** epoch indicated which incorporates improved geoid heights for the
 AU3293 ** Southern Louisiana Subsidence area.
 AU3293 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3293.The orthometric height was determined by GPS observations and a
 AU3293.high-resolution geoid model using precise GPS observation and
 AU3293.processing techniques. It supersedes the leveled height previously
 AU3293.determined for this station.
 AU3293
 AU3293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3293
 AU3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3293
 AU3293.The ellipsoidal height was determined by GPS observations
 AU3293.and is referenced to NAD 83.
 AU3293
 AU3293.The geoid height was determined by GEOID03.
 AU3293
 AU3293;                    North         East     Units Scale Factor Converg.
 AU3293;SPC LA S     -    87,766.589 1,066,552.310   MT  1.00000213   +0 20 32.9
 AU3293;SPC LA S     -   287,947.55  3,499,180.37   sFT  1.00000213   +0 20 32.9
 AU3293;UTM  15      - 3,242,408.558   728,437.680   MT  1.00024396   +1 09 03.5
 AU3293
 AU3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3293!SPC LA S     -   1.00000377  x   1.00000213  =   1.00000590
 AU3293!UTM  15      -   1.00000377  x   1.00024396  =   1.00024773
 AU3293
 AU3293|---------------------------------------------------------------------|
 AU3293| PID    Reference Object                     Distance      Geod. Az  |
 AU3293|                                                           dddmmss.s |
 AU3293| AU3035 DREUX                               109.247 METERS 00228     |
 AU3293| CS6889 DREUX 2 RM 3                         35.079 METERS 00849     |
 AU3293| AU3294 DREUX 2 AZ MK                       468.262 METERS 1585946.8 |
 AU3293| AU3446 COCODRIE ALLIED ODECO RAD MAST      APPROX. 6.1 KM 1973901.5 |
 AU3293| CS6890 DREUX 2 RM 4                         58.960 METERS 34624     |
 AU3293|---------------------------------------------------------------------|
 AU3293
 AU3293                          SUPERSEDED SURVEY CONTROL
 AU3293
 AU3293  ELLIP H (06/20/00)  -23.95   (m)                       GP(       ) 3 1
 AU3293  ELLIP H (01/21/93)  -23.95   (m)                       GP(       ) 4 2
 AU3293  NAD 83(1992)-  29 17 23.94912(N)    090 38 54.21916(W) AD(       ) B
 AU3293  ELLIP H (09/10/92)  -23.95   (m)                       GP(       ) 4 1
 AU3293  NAD 83(1986)-  29 17 23.96920(N)    090 38 54.22902(W) AD(       ) 1
 AU3293  NAD 27      -  29 17 23.15739(N)    090 38 53.91120(W) AD(       ) 1
 AU3293  NAVD 88 (02/14/94)    0.701  (m)            2.30   (f) ADJUSTED    2 1
 AU3293  NGVD 29 (05/20/88)    1.2    (m)            4.     (f) GPS OBS        
 AU3293
 AU3293.Superseded values are not recommended for survey control.
 AU3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3293.See file dsdata.txt to determine how the superseded data were derived.
 AU3293
 AU3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2843842409(NAD 83)
 AU3293_MARKER: DD = SURVEY DISK
 AU3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3293_SP_SET: CONCRETE POST
 AU3293_STAMPING: DREUX 2 1985
 AU3293_MARK LOGO: LADTD 
 AU3293_PROJECTION: FLUSH
 AU3293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3293+STABILITY: SURFACE MOTION
 AU3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3293+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AU3293
 AU3293  HISTORY     - Date     Condition        Report By
 AU3293  HISTORY     - 1985     MONUMENTED       LADTD
 AU3293  HISTORY     - 1985     GOOD             LADTD
 AU3293  HISTORY     - 1987     GOOD             LADTD
 AU3293  HISTORY     - 19880920 GOOD             LADTD
 AU3293  HISTORY     - 19890118 GOOD
 AU3293  HISTORY     - 19911015 GOOD             LADTD
 AU3293  HISTORY     - 19920326 GOOD
 AU3293  HISTORY     - 19930315 GOOD             LADTD
 AU3293  HISTORY     - 19950103 GOOD             MPHI
 AU3293  HISTORY     - 19980306 GOOD             NGS
 AU3293  HISTORY     - 20040501 GOOD             NGS
 AU3293  HISTORY     - 20050105 GOOD             MPHI
 AU3293  HISTORY     - 20050111 GOOD             LADTD
 AU3293  HISTORY     - 20051012 GOOD             NGS
 AU3293
 AU3293                          STATION DESCRIPTION
 AU3293
 AU3293'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3293'THE STATION IS LOCATED ABOUT 41.8 KM (26 MILES) SOUTHEAST OF HOUMA,
 AU3293'ON THE WEST BANK OF BAYOU PETIT CAILLOU, BETWEEN THE BAYOU AND STATE
 AU3293'HIGHWAY 56, ON THE BOUNDARY LINE OF STATE HIGHWAY PROPERTY AND
 AU3293'PROPERTY OWNED BY MR ERIS THERIOT, 4.8 KM (3 MILES) SOUTH OF THE
 AU3293'BRIDGE OVER ROBINSON CANAL AND 1.8 KM (1.1 MILES) SOUTH OF THE
 AU3293'JUNCTION OF STATE HIGHWAY 56 AND 57.
 AU3293'
 AU3293'TO REACH THE STATION FROM THE POST OFFICE AT HOUMA, GO EAST ON STATE
 AU3293'HIGHWAY 24 FOR 1.7 KM (1.05 MILES) TO THE JUNCTION WITH STATE HIGHWAY
 AU3293'57, CONTINUE EAST ON STATE HIGHWAY 24 FOR 7.1 KM (4.4 MILES) TO THE
 AU3293'JUNCTION WITH STATE HIGHWAY 56, CONTINUE STRAIGHT AHEAD ON STATE
 AU3293'HIGHWAY 56 FOR 32.8 KM (20.4 MILES) TO THE JUNCTION OF STATE HIGHWAY
 AU3293'57, THENCE STRAIGHT AHEAD FOR 1.8 KM (1.1 MILES) TO THE STATION MARK
 AU3293'ON THE LEFT.
 AU3293'
 AU3293'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 AU3293'DISK STAMPED---DREUX 2 1985--- SET INTO THE TOP OF A ROUND CONCRETE
 AU3293'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 AU3293'9.9 METERS (32.5 FEET) E FROM THE CENTER OF HIGHWAY 56, 23.9 METERS
 AU3293'(78.5 FEET) S FROM THE CENTER OF A SHELL DRIVEWAY, 20.9 METERS (68.5
 AU3293'FEET) S FROM A CONCRETE CULVERT UNDER SHELL DRIVEWAY, AND 5.8 METERS
 AU3293'(19 FEET) SW FROM THE NORTHWEST CORNER OF BUILDING.
 AU3293'
 AU3293'REFERENCE MARK NO. 4 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 AU3293'DEVELOPMENT DISK STAMPED---DREUX 2 RM 4 1985--- SET INTO THE TOP OF
 AU3293'A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH
 AU3293'THE GROUND LOCATED 6.4 METERS (21 FEET) E FROM THE CENTER OF HIGHWAY
 AU3293'56, 35.1 METERS (115 FEET) N FROM THE CENTER OF SHELL DRIVEWAY, 9.1
 AU3293'METERS (30 FEET) SW FROM A FIRE HYDRANT, AND 1.5 METERS (5 FEET) W
 AU3293'FROM A POWER POLE.
 AU3293'
 AU3293'REFERENCE MARK NO. 3 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 AU3293'DEVELOPMENT DISK STAMPED---DREUX 2 RM 3 1985--- SET INTO THE TOP OF
 AU3293'A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH
 AU3293'THE GROUND LOCATED 22.4 METERS (73.5 FEET) E FROM THE CENTER OF
 AU3293'HIGHWAY 56, 15.2 METERS (50 FEET) SE FROM THE SOUTHWEST CORNER OF A
 AU3293'METAL SHED, 8.2 METERS (27 FEET) N FROM THE CENTER OF A SHELL
 AU3293'DRIVEWAY RUNNING EAST AND WEST, AND 3.7 METERS (12 FEET) S FROM A
 AU3293'POWER POLE.
 AU3293'
 AU3293'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 AU3293'DISK STAMPED---DREUX 2 AZ MK 1985--- SET INTO THE TOP OF A ROUND
 AU3293'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 AU3293'LOCATED 5.9 METERS (19.5 FEET) SW FROM THE CENTER OF HIGHWAY 56,
 AU3293'40.2 METERS (132 FEET) NNW FROM A TELEPHONE BOX, NUMBER 241, 20.8
 AU3293'METERS (68.5 FEET) W FROM A POWER POLE-WITH TRANSFORMER ATTACHED,
 AU3293'AND 17.7 METERS (58 FEET) SE FROM THE CENTER OF A SHELL DRIVEWAY.
 AU3293'
 AU3293'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO SOUTH ALONG STATE
 AU3293'HIGHWAY 56 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE RIGHT, IN
 AU3293'THE SHOULDER OF HIGHWAY 56.
 AU3293
 AU3293                          STATION RECOVERY (1985)
 AU3293
 AU3293'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 AU3293'RECOVERED IN GOOD CONDITION.
 AU3293
 AU3293                          STATION RECOVERY (1987)
 AU3293
 AU3293'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU3293'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU3293
 AU3293                          STATION RECOVERY (1988)
 AU3293
 AU3293'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3293'THE STATION IS LOCATED ABOUT 41.8 KM (25.95 MI) SOUTHEAST OF HOUMA, ON
 AU3293'THE WEST BANK OF BAYOU PETIT CAILLOU, BETWEEN THE BAYOU AND STATE
 AU3293'HIGHWAY 56, ON THE BOUNDARY LINE OF STATE HIGHWAY PROPERTY AND
 AU3293'PROPERTY OWNED BY MR ERIS THERIOT, 4.8 KM (3.00 MI) SOUTH OF THE
 AU3293'BRIDGE OVER ROBINSON CANAL AND 1.8 KM (1.10 MI) SOUTH OF THE JUNCTION
 AU3293'OF STATE HIGHWAYS 56 AND 57. OWNERSHIP--LOUISIANA DEPARTMENT OF
 AU3293'TRANSPORTATION AND DEVELOPMENT AND MR. ERIS THERIOT.
 AU3293'TO REACH THE STATION FROM THE POST OFFICE IN HOUMA GO EAST FOR 1.7 KM
 AU3293'(1.05 MI) ON STATE HIGHWAY 24 TO THE JUNCTION WITH STATE HIGHWAY 57.
 AU3293'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 7.1 KM (4.40 MI) ON HIGHWAY 24
 AU3293'TO ITS JUNCTION WITH STATE HIGHWAY 56.  CONTINUE STRAIGHT AHEAD AND GO
 AU3293'EAST FOR 32.8 KM (20.40 MI) ON HIGHWAY 56 TO ITS JUNCTION WITH HIGHWAY
 AU3293'57.  CONTINUE AHEAD AND GO EAST FOR 1.8 KM (1.10 MI) ON HIGHWAY 56 TO
 AU3293'THE MARK ON THE LEFT.
 AU3293'THE STATION IS 23.9 M (78.4 FT) SOUTH FROM THE CENTER OF A SHELL
 AU3293'DRIVE, 20.9 KM (13.00 MI) SOUTH FROM A CONCRETE CULVERT UNDER THE
 AU3293'SHELL DRIVE, 9.9 M (32.5 FT) EAST FROM THE CENTER OF THE HIGHWAY AND
 AU3293'5.8 M (19.0 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF A BUILDING.
 AU3293'THE REFERENCE MARKS AND AZ MK WERE NOT SEARCHED FOR THIS DATE.
 AU3293
 AU3293                          STATION RECOVERY (1989)
 AU3293
 AU3293'RECOVERED 1989
 AU3293'RECOVERED IN GOOD CONDITION.
 AU3293
 AU3293                          STATION RECOVERY (1991)
 AU3293
 AU3293'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AU3293'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTH-SOUTHEAST OF
 AU3293'HOUMA, 10.0 MI (16.1 KM) SOUTHWEST OF CHAUVIN AND 4.0 MI (6.4 KM)
 AU3293'NORTH OF COCODRIE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 AU3293'AND DEVELOPMENT.
 AU3293'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAY 90 AND
 AU3293'STATE HIGHWAY 24 IN HOUMA, GO EAST FOR 5.2 MI (8.4 KM) ON STATE
 AU3293'HIGHWAY 24 TO THE JUNCTION WITH STATE HIGHWAY 56, CONTINUE STRAIGHT
 AU3293'AHEAD AND GO SOUTH FOR 22.3 MI (35.9 KM) ON HIGHWAY 56 TO THE STATION
 AU3293'ON THE LEFT SET NEAR A BLUE AND GREEN METAL BUILDING AT 7501 HWY 56,
 AU3293'ABOUT 1.25 MI (2.01 KM) SOUTH OF THE JUNCTION WITH STATE HIGHWAY 57.
 AU3293'THE STATION IS 78.5 FT (23.9 M) SOUTH FROM THE CENTER OF A SHELL
 AU3293'DRIVEWAY, 68.5 FT (20.9 M) SOUTH FROM A CONCRETE CULVERT UNDER THE
 AU3293'SHELL DRIVEWAY, 32.0 FT (9.8 M) EAST FROM THE CENTER OF THE HIGHWAY,
 AU3293'19.0 FT (5.8 M) SOUTHWEST FROM THE NORTHWEST CORNER OF THE METAL
 AU3293'BUILDING, 15.0 FT (4.6 M) WEST FROM A FIBERGLASS WITNESS POST, FLUSH
 AU3293'WITH THE GROUND AND ABOUT 1.9 FT (0.6 M) BELOW THE LEVEL OF THE
 AU3293'HIGHWAY.
 AU3293
 AU3293                          STATION RECOVERY (1992)
 AU3293
 AU3293'RECOVERED 1992
 AU3293'RECOVERED IN GOOD CONDITION.
 AU3293
 AU3293                          STATION RECOVERY (1993)
 AU3293
 AU3293'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU3293'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTH-SOUTHEAST OF
 AU3293'HOUMA, 10.0 MI (16.1 KM) SOUTHWEST OF CHAUVIN AND 4.0 MI (6.4 KM)
 AU3293'NORTH OF COCODRIE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 AU3293'AND DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AU3293'HIGHWAYS 56 AND 57 ABOUT 5.0 MI (8.0 KM) NORTH OF COCODRIE, GO SOUTH
 AU3293'FOR 1.25 MI (2.01 KM) ON HIGHWAY 56 TO THE STATION ON THE LEFT, SET
 AU3293'NEAR A BLUE AND GREEN METAL BUILDING AT 7501 HIGHWAY 56, JUST SOUTH
 AU3293'OF EDGEWATER DRIVE.  THE STATION IS 78.5 FT (23.9 M) SOUTH FROM THE
 AU3293'CENTER OF THE DRIVE, 68.5 FT (20.9 M) SOUTH FROM THE SOUTH END OF A
 AU3293'CONCRETE CULVERT UNDER THE DRIVE, 32.0 FT (9.8 M) EAST FROM THE
 AU3293'CENTER OF THE HIGHWAY, 19.0 FT (5.8 M) SOUTHWEST FROM THE NORTHWEST
 AU3293'CORNER OF THE METAL BUILDING, 15.0 FT (4.6 M) WEST FROM A FIBERGLASS
 AU3293'WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M)
 AU3293'BELOW THE HIGHWAY.
 AU3293
 AU3293                          STATION RECOVERY (1995)
 AU3293
 AU3293'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3293'RECOVERED AS DESCRIBED.
 AU3293
 AU3293                          STATION RECOVERY (1998)
 AU3293
 AU3293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AU3293'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS ABOUT 0.5 M (1.6 FT)
 AU3293'BELOW THE HIGHWAY LEVEL.
 AU3293
 AU3293                          STATION RECOVERY (2004)
 AU3293
 AU3293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU3293'RECOVERED AS DESCRIBED.
 AU3293
 AU3293                          STATION RECOVERY (2005)
 AU3293
 AU3293'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 2005 (CSD)
 AU3293'RECOVERED IN GOOD CONDITION.
 AU3293
 AU3293                          STATION RECOVERY (2005)
 AU3293
 AU3293'RECOVERY NOTE BY LA TRANSP AND DEV 2005 (SLC)
 AU3293'RECOVERED IN GOOD CONDITION.
 AU3293
 AU3293                          STATION RECOVERY (2005)
 AU3293
 AU3293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AU3293'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3294 ***********************************************************************
 AU3294  DESIGNATION -  DREUX 2 AZ MK
 AU3294  PID         -  AU3294
 AU3294  STATE/COUNTY-  LA/TERREBONNE
 AU3294  USGS QUAD   -  LAKE QUITMAN (1994)
 AU3294
 AU3294                         *CURRENT SURVEY CONTROL
 AU3294  ___________________________________________________________________
 AU3294* NAD 83(1992)-  29 17 09.75116(N)    090 38 48.00195(W)     ADJUSTED  
 AU3294* NAVD 88     -         1.3  **(meters)       4.   **(feet)  VERTCON   
 AU3294  **This station is located in a subsidence area (see below).
 AU3294  ___________________________________________________________________
 AU3294  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AU3294  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AU3294
 AU3294  HORZ ORDER  -  SECOND
 AU3294
 AU3294.The horizontal coordinates were established by classical geodetic methods
 AU3294.and adjusted by the National Geodetic Survey in January 1993..
 AU3294
 AU3294 ** The orthometric height has not been validated since last determined
 AU3294 ** by differential leveling and should not be used for control purposes.
 AU3294 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3294 ** area with valid NAVD 88 orthometric heights.
 AU3294 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3294 ** epoch indicated which incorporates improved geoid heights for the
 AU3294 ** Southern Louisiana Subsidence area.
 AU3294 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3294
 AU3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3294
 AU3294.The geoid height was determined by GEOID03.
 AU3294
 AU3294;                    North         East     Units Scale Factor Converg.
 AU3294;SPC LA S     -    87,330.450 1,066,722.759   MT  1.00000298   +0 20 36.0
 AU3294;SPC LA S     -   286,516.65  3,499,739.59   sFT  1.00000298   +0 20 36.0
 AU3294;UTM  15      - 3,241,974.762   728,614.308   MT  1.00024496   +1 09 06.0
 AU3294
 AU3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3294!SPC LA S     -   1.00000366  x   1.00000298  =   1.00000664
 AU3294!UTM  15      -   1.00000366  x   1.00024496  =   1.00024862
 AU3294
 AU3294                          SUPERSEDED SURVEY CONTROL
 AU3294
 AU3294  NAD 83(1986)-  29 17 09.77124(N)    090 38 48.01182(W) AD(       ) 2
 AU3294  NAD 27      -  29 17 08.95895(N)    090 38 47.69416(W) AD(       ) 2
 AU3294  NGVD 29 (05/20/88)    1.2    (m)            4.     (f) VERT ANG       
 AU3294
 AU3294.Superseded values are not recommended for survey control.
 AU3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3294.See file dsdata.txt to determine how the superseded data were derived.
 AU3294
 AU3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2861441975(NAD 83)
 AU3294_MARKER: DS = TRIANGULATION STATION DISK
 AU3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3294_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3294+STABILITY: SURFACE MOTION
 AU3294
 AU3294  HISTORY     - Date     Condition        Report By
 AU3294  HISTORY     - 1985     MONUMENTED       LADTD
 AU3294
 AU3294                          STATION DESCRIPTION
 AU3294
 AU3294'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3294'THE STATION IS LOCATED ABOUT 41.8 KM (26.0 MI) SOUTHEAST OF HOUMA, ON
 AU3294'THE WEST SIDE OF STATE HIGHWAY 56 AND ABOUT 5.31 KM (3.3 MI) SOUTH OF
 AU3294'THE BRIDGE OVER ROBINSON CANAL AND 2.3 KM (1.4 MI) SOUTH OF THE
 AU3294'JUNCTION OF STATE HIGHWAYS 56 AND 57.
 AU3294'
 AU3294'TO REACH THE STATION FROM THE POST OFFICE AT HOUMA, GO EAST ON STATE
 AU3294'HIGHWAY 24 FOR 1.7 KM (1.05 MI) TO THE JUNCTION WITH STATE HIGHWAY
 AU3294'57, CONTINUE EAST ON STATE HIGHWAY 24 FOR 7.1 KM (4.4 MILES TO THE
 AU3294'JUNCTION WITH STATE HIGHWAY 56, CONTINUE STRAIGHT AHEAD ON STATE
 AU3294'HIGHWAY 56 FOR 32.8 KM (20.4 MILES) TO THE JUNCTION WITH STATE
 AU3294'HIGHWAY 57,  THENCE STRAIGHT AHEAD FOR 2.25 KM (1.4 MILES) TO THE
 AU3294'STATION MARK ON RIGHT NEAR A CAMP, SET IN THE SHOULDER OF HIGHWAY 56.
 AU3294'
 AU3294'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 AU3294'DISK STAMPED---DREUX 2 AZ MK 1985--- SET INTO THE TOP OF A ROUND
 AU3294'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 AU3294'LOCATED 5.9 METERS (19.5 FEET) SW FROM THE CENTER OF STATE HIGHWAY
 AU3294'56, 40.2 METERS (132 FEET) NNW FROM A TELEPHONE BOX NUMBERED 241,
 AU3294'20.8 METERS (68.5 FEET) W FROM A POWER POLE WITH TRANSFORMER, AND
 AU3294'17.7 METERS (58 FEET) SE FROM THE CENTER OF A SHELL DRIVEWAY LEADING
 AU3294'TO CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8034 ***********************************************************************
 AC8034  SACS        -  This is a Secondary Airport Control Station.
 AC8034  DESIGNATION -  DRI A
 AC8034  PID         -  AC8034
 AC8034  STATE/COUNTY-  LA/BEAUREGARD
 AC8034  USGS QUAD   -  DERIDDER (1994)
 AC8034
 AC8034                         *CURRENT SURVEY CONTROL
 AC8034  ___________________________________________________________________
 AC8034* NAD 83(1992)-  30 50 14.52054(N)    093 20 52.18250(W)     ADJUSTED  
 AC8034* NAVD 88     -        58.27   (meters)     191.2    (feet)  GPS OBS   
 AC8034  ___________________________________________________________________
 AC8034  X           -    -320,092.587 (meters)                     COMP
 AC8034  Y           -  -5,471,928.434 (meters)                     COMP
 AC8034  Z           -   3,250,440.998 (meters)                     COMP
 AC8034  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AC8034  ELLIP HEIGHT-          31.36  (meters)          (03/19/02) GPS OBS
 AC8034  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AC8034
 AC8034  HORZ ORDER  -  FIRST
 AC8034  ELLP ORDER  -  FOURTH    CLASS I
 AC8034
 AC8034.This mark is at Beauregard Parish Airport (DRI)
 AC8034
 AC8034.The horizontal coordinates were established by GPS observations
 AC8034.and adjusted by the National Geodetic Survey in December 1999..
 AC8034
 AC8034.The orthometric height was determined by GPS observations and a
 AC8034.high-resolution geoid model.
 AC8034
 AC8034.GPS derived orthometric heights for airport stations designated as
 AC8034.PACS or SACS are published to 2 decimal places.  This maintains
 AC8034.centimeter relative accuracy between the PACS and SACS.  It does
 AC8034.not indicate centimeter accuracy relative to other marks which are
 AC8034.part of the NAVD 88 network.
 AC8034
 AC8034.Photographs are available for this station.
 AC8034
 AC8034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8034
 AC8034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8034
 AC8034.The ellipsoidal height was determined by GPS observations
 AC8034.and is referenced to NAD 83.
 AC8034
 AC8034.The geoid height was determined by GEOID03.
 AC8034
 AC8034;                    North         East     Units Scale Factor Converg.
 AC8034;SPC LA S     -   260,786.933   807,285.129   MT  1.00003210   -1 00 26.2
 AC8034;SPC LA S     -   855,598.46  2,648,567.96   sFT  1.00003210   -1 00 26.2
 AC8034;UTM  15      - 3,411,630.074   466,737.868   MT  0.99961365   -0 10 41.9
 AC8034
 AC8034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8034!SPC LA S     -   0.99999508  x   1.00003210  =   1.00002718
 AC8034!UTM  15      -   0.99999508  x   0.99961365  =   0.99960873
 AC8034
 AC8034                          SUPERSEDED SURVEY CONTROL
 AC8034
 AC8034  ELLIP H (12/08/99)   31.41   (m)                       GP(       ) 4 1
 AC8034
 AC8034.Superseded values are not recommended for survey control.
 AC8034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8034.See file dsdata.txt to determine how the superseded data were derived.
 AC8034
 AC8034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6673811630(NAD 83)
 AC8034_MARKER: DD = SURVEY DISK
 AC8034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC8034_SP_SET: CONCRETE RUNWAY
 AC8034_STAMPING: DRI A 1987
 AC8034_MARK LOGO: NOS   
 AC8034_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8034+STABILITY: SURFACE MOTION
 AC8034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8034+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000
 AC8034
 AC8034  HISTORY     - Date     Condition        Report By
 AC8034  HISTORY     - 1987     MONUMENTED       NOS
 AC8034  HISTORY     - 19990508 GOOD             NGS
 AC8034  HISTORY     - 20001206 GOOD             NGS
 AC8034
 AC8034                          STATION DESCRIPTION
 AC8034
 AC8034'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (DAH)
 AC8034'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE AIRPORT NEAR
 AC8034'RUNWAY END 9.  IT IS 237.3 FT (72.3 M) SOUTHWEST OF THE PK N AND W
 AC8034'MARKING THE DISPLACED THRESHOLD 9, 157.5 FT (48.0 M) SOUTHEAST OF THE
 AC8034'CENTERLINE END OF RUNWAY 9 AND AT A CONCRETE PAVEMENT CORNER.  IT IS
 AC8034'AN NOS DISK STAMPED DRI A 1987, AND SET IN A DRILL HOLE IN THE
 AC8034'SOUTHWEST EDGE OF A CONCRETE DIAGONAL TAXIWAY (PREVIOUSLY A RUNWAY) AT
 AC8034'ITS JUNCTION WITH AN ABANDONED NORTH-SOUTH TAXIWAY.
 AC8034
 AC8034                          STATION RECOVERY (1999)
 AC8034
 AC8034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AC8034'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF DERIDDER, 1
 AC8034'KM (0.60 MI) SOUTH OF U.S.  HIGHWAY 190, AT THE BEAUREGARD PARISH
 AC8034'AIRPORT, NEAR THE NORTHWEST CORNER OF THE AIRFIELD, ALONG THE
 AC8034'SOUTHWEST SIDE OF THE JUNCTION OF RUNWAY ENDS 14 AND 9 (CLOSED) , AND
 AC8034'AT THE JUNCTION OF THE EDGE OF RUNWAY 14 AND A PAVED ROAD LEADING
 AC8034'SOUTH.  OWNERSHIP--BEAUREGARD PARISH, 1220 1ST AVENUE, DERIDDER, LA
 AC8034'70634.  AIRPORT MANAGER IS JOHN B.  JONES, III.  PHONE 318-463-8250 OR
 AC8034'318-462-3364.  FAX 318-463-5826.  CONTACT HIM FOR PERMISSION TO OCCUPY
 AC8034'THIS STATION AND ACCESS THROUGH THE GATE.  TO REACH FROM THE JUNCTION
 AC8034'OF U.S.  HIGHWAYS 190 AND 171 IN DOWNTOWN DERIDDER, GO WEST ON HIGHWAY
 AC8034'190 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF STATE HIGHWAY 3099.
 AC8034'CONTINUE WEST ON HIGHWAY 190 FOR 3.38 KM (2.10 MI) TO A PAVED ROAD
 AC8034'LEFT (BOB NICHOLS DRIVE) .  TURN LEFT, SOUTH-SOUTHEAST, ON THE ROAD
 AC8034'FOR 0.48 KM (0.30 MI) TO A PAVED CROSSROAD (BLANKENSHIP ROAD) AND THE
 AC8034'AIRPORT ENTRANCE ROAD AHEAD.  CONTINUE SOUTH-SOUTHEAST ON AIRPORT ROAD
 AC8034'FOR 0.8 KM (0.50 MI) TO THE T-JUNCTION OF D STREET. TURN RIGHT, WEST,
 AC8034'ON THE ROAD FOR 0.16 KM (0.10 MI) TO A PAVED CROSSROAD AT A HANGAR AND
 AC8034'OFFICE AND A GATE ON THE RIGHT.  TURN RIGHT, THEN LEFT, WEST, PASSING
 AC8034'THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO THE APRON.  TURN RIGHT,
 AC8034'NORTH, ALONG THE EAST SIDE OF THE APRON THEN A CLOSED TAXI FOR 0.56 KM
 AC8034'(0.35 MI) TO THE JUNCTION OF CLOSED RUNWAY 9-27.  TURN LEFT, WEST,
 AC8034'ALONG THE RUNWAY PASSING AROUND RUNWAY END 18 FOR 1.29 KM (0.80 MI) TO
 AC8034'THE STATION ON THE LEFT.  THE STATION IS SET FLUSH IN THE TOP OF THE
 AC8034'CONCRETE SHOULDER EDGE.  IT IS 48.0 M (157.5 FT) EAST-SOUTHEAST OF THE
 AC8034'CENTER OF THE END OF RUNWAY END 9, 37.6 M (123.4 FT) SOUTH OF THE
 AC8034'RUNWAY CENTER, 22.9 M (75.1 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 AC8034'RUNWAY 14-32, 13.6 M (44.6 FT) SOUTHWEST OF THE PAVED EDGE OF RUNWAY
 AC8034'14, M (45.9 FT) WEST OF THE EXTENDED CENTER OF THE PAVED ROAD, AND
 AC8034'0.05 M (0.16 FT) NORTHEAST OF THE RUNWAY SHOULDER EDGE.  NOTE--THIS IS
 AC8034'A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AC8034
 AC8034                          STATION RECOVERY (2000)
 AC8034
 AC8034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KLF)
 AC8034'RECOVERED AS DESCRIBED.
 AC8034'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2798 ***********************************************************************
 AI2798  SACS        -  This is a Secondary Airport Control Station.
 AI2798  DESIGNATION -  DRI B
 AI2798  PID         -  AI2798
 AI2798  STATE/COUNTY-  LA/BEAUREGARD
 AI2798  USGS QUAD   -  DERIDDER (1994)
 AI2798
 AI2798                         *CURRENT SURVEY CONTROL
 AI2798  ___________________________________________________________________
 AI2798* NAD 83(1992)-  30 49 38.83086(N)    093 20 12.76588(W)     ADJUSTED  
 AI2798* NAVD 88     -        58.57   (meters)     192.2    (feet)  GPS OBS   
 AI2798  ___________________________________________________________________
 AI2798  X           -    -319,079.715 (meters)                     COMP
 AI2798  Y           -  -5,472,552.132 (meters)                     COMP
 AI2798  Z           -   3,249,497.374 (meters)                     COMP
 AI2798  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AI2798  ELLIP HEIGHT-          31.66  (meters)          (03/19/02) GPS OBS
 AI2798  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AI2798
 AI2798  HORZ ORDER  -  FIRST
 AI2798  ELLP ORDER  -  FOURTH    CLASS I
 AI2798
 AI2798.This mark is at Beauregard Parish Airport (DRI)
 AI2798
 AI2798.The horizontal coordinates were established by GPS observations
 AI2798.and adjusted by the National Geodetic Survey in December 1999..
 AI2798
 AI2798.The orthometric height was determined by GPS observations and a
 AI2798.high-resolution geoid model.
 AI2798
 AI2798.GPS derived orthometric heights for airport stations designated as
 AI2798.PACS or SACS are published to 2 decimal places.  This maintains
 AI2798.centimeter relative accuracy between the PACS and SACS.  It does
 AI2798.not indicate centimeter accuracy relative to other marks which are
 AI2798.part of the NAVD 88 network.
 AI2798
 AI2798.Photographs are available for this station.
 AI2798
 AI2798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2798
 AI2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2798
 AI2798.The ellipsoidal height was determined by GPS observations
 AI2798.and is referenced to NAD 83.
 AI2798
 AI2798.The geoid height was determined by GEOID03.
 AI2798
 AI2798;                    North         East     Units Scale Factor Converg.
 AI2798;SPC LA S     -   259,669.594   808,313.237   MT  1.00002959   -1 00 06.5
 AI2798;SPC LA S     -   851,932.66  2,651,941.01   sFT  1.00002959   -1 00 06.5
 AI2798;UTM  15      - 3,410,528.188   467,781.599   MT  0.99961280   -0 10 21.5
 AI2798
 AI2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2798!SPC LA S     -   0.99999503  x   1.00002959  =   1.00002462
 AI2798!UTM  15      -   0.99999503  x   0.99961280  =   0.99960783
 AI2798
 AI2798                          SUPERSEDED SURVEY CONTROL
 AI2798
 AI2798  ELLIP H (12/08/99)   31.72   (m)                       GP(       ) 4 1
 AI2798
 AI2798.Superseded values are not recommended for survey control.
 AI2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2798.See file dsdata.txt to determine how the superseded data were derived.
 AI2798
 AI2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6778210528(NAD 83)
 AI2798_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI2798_SP_SET: STEEL REINFORCED DRAIN
 AI2798_STAMPING: DRI B 1999
 AI2798_MARK LOGO: NGS   
 AI2798_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2798+STABILITY: SURFACE MOTION
 AI2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2798+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2005
 AI2798
 AI2798  HISTORY     - Date     Condition        Report By
 AI2798  HISTORY     - 1999     MONUMENTED       NGS
 AI2798  HISTORY     - 20001206 GOOD             NGS
 AI2798  HISTORY     - 20051229 GOOD             AERODA
 AI2798
 AI2798                          STATION DESCRIPTION
 AI2798
 AI2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2798'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF DERIDDER, 1
 AI2798'KM (0.60 MI) SOUTH OF U.S.  HIGHWAY 190, AT THE BEAUREGARD PARISH
 AI2798'AIRPORT, IN THE SOUTHEAST PART OF THE AIRFIELD, 350 M (1148.3 FT)
 AI2798'NORTH-NORTHEAST OF RUNWAY END 36, AND IN THE NORTHEAST QUADRANT OF THE
 AI2798'JUNCTION OF RUNWAY 18-36 AND A CLOSED TAXI. OWNERSHIP--BEAUREGARD
 AI2798'PARISH, 1220 1ST AVENUE, DERIDDER, LA 70634. AIRPORT MANAGER IS JOHN
 AI2798'B.  JONES, III.  PHONE 318-463-8250 OR 318-462-3364.  FAX
 AI2798'318-463-5826.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS STATION AND
 AI2798'ACCESS THROUGH THE GATE.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS
 AI2798'190 AND 171 IN DOWNTOWN DERIDDER, GO WEST ON HIGHWAY 190 FOR 0.8 KM
 AI2798'(0.50 MI) TO THE JUNCTION OF STATE HIGHWAY 3099.  CONTINUE WEST ON
 AI2798'HIGHWAY 190 FOR 3.38 KM (2.10 MI) TO A PAVED ROAD LEFT (BOB NICHOLS
 AI2798'DRIVE) .  TURN LEFT, SOUTH-SOUTHEAST, ON THE ROAD FOR 0.48 KM (0.30
 AI2798'MI) TO A PAVED CROSSROAD (BLANKENSHIP ROAD) AND THE AIRPORT ENTRANCE
 AI2798'ROAD AHEAD.  CONTINUE SOUTH-SOUTHEAST ON AIRPORT ROAD FOR 0.8 KM (0.50
 AI2798'MI) TO THE T-JUNCTION OF D STREET. TURN RIGHT, WEST, ON THE ROAD FOR
 AI2798'0.16 KM (0.10 MI) TO A PAVED CROSSROAD AT A HANGAR AND OFFICE AND A
 AI2798'GATE ON THE RIGHT.  TURN RIGHT, THEN LEFT, WEST, PASSING THROUGH THE
 AI2798'GATE FOR 0.08 KM (0.05 MI) TO THE APRON.  TURN LEFT, SOUTH-SOUTHWEST,
 AI2798'ON THE APRON FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF A TAXI.  BEAR
 AI2798'RIGHT, SOUTHWEST, ALONG THE TAXI FOR 0.40 KM (0.25 MI) TO THE JUNCTION
 AI2798'OF THE RUNWAY. TURN LEFT, SOUTH, ALONG THE RUNWAY FOR 0.18 KM (0.10
 AI2798'MI) TO THE STATION ON THE LEFT.  THE STATION IS SET FLUSH IN THE TOP
 AI2798'OF AND NEAR THE CENTER OF THE NORTH SIDE OF A 5.5 M (18.0 FT) X 4.2 M
 AI2798'(13.8 FT) STEEL AND CONCRETE DRAIN.  IT IS 76.5 M (251.0 FT) EAST OF
 AI2798'THE RUNWAY CENTER, 53.5 M (175.5 FT) EAST OF THE RUNWAY SHOULDER EDGE,
 AI2798'60.2 M (197.5 FT) EAST-SOUTHEAST OF THE 4TH RUNWAY LIGHT SOUTH OF THE
 AI2798'RUNWAY TAXI JUNCTION, 4.1 M (13.5 FT) NORTH OF A FIBERGLASS WITNESS
 AI2798'POST, 1.4 M (4.6 FT) NORTH OF THE CENTER OF THE DRAIN, AND 1.4 M (4.6
 AI2798'FT) SOUTH OF THE NORTH EDGE OF THE CONCRETE RIM AROUND THE DRAIN.
 AI2798'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI2798
 AI2798                          STATION RECOVERY (2000)
 AI2798
 AI2798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KLF)
 AI2798'RECOVERED AS DESCRIBED.
 AI2798'
 AI2798
 AI2798                          STATION RECOVERY (2005)
 AI2798
 AI2798'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 AI2798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1291 ***********************************************************************
 AT1291  DESIGNATION -  DRUM
 AT1291  PID         -  AT1291
 AT1291  STATE/COUNTY-  LA/PLAQUEMINES
 AT1291  USGS QUAD   -  HAPPY JACK (1992)
 AT1291
 AT1291                         *CURRENT SURVEY CONTROL
 AT1291  ___________________________________________________________________
 AT1291* NAD 83(1992)-  29 32 13.58930(N)    089 39 04.41246(W)     ADJUSTED  
 AT1291* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1291  **This station is located in a subsidence area (see below).
 AT1291  ___________________________________________________________________
 AT1291  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AT1291  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AT1291
 AT1291  HORZ ORDER  -  SECOND
 AT1291
 AT1291.The horizontal coordinates were established by classical geodetic methods
 AT1291.and adjusted by the National Geodetic Survey in May 1994..
 AT1291
 AT1291 ** The orthometric height has not been validated since last determined
 AT1291 ** by differential leveling and should not be used for control purposes.
 AT1291 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1291 ** area with valid NAVD 88 orthometric heights.
 AT1291 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1291 ** epoch indicated which incorporates improved geoid heights for the
 AT1291 ** Southern Louisiana Subsidence area.
 AT1291 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1291.The orthometric height was scaled from a topographic map.
 AT1291
 AT1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1291
 AT1291.The geoid height was determined by GEOID03.
 AT1291
 AT1291;                    North         East     Units Scale Factor Converg.
 AT1291;SPC LA S     -   116,155.436 1,163,035.575   MT  0.99995828   +0 50 27.9
 AT1291;SPC LA S     -   381,086.63  3,815,725.88   sFT  0.99995828   +0 50 27.9
 AT1291;UTM  16      - 3,270,426.836   243,069.602   MT  1.00041461   -1 18 27.9
 AT1291
 AT1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1291!SPC LA S     -   1.00000387  x   0.99995828  =   0.99996215
 AT1291!UTM  16      -   1.00000387  x   1.00041461  =   1.00041849
 AT1291
 AT1291|---------------------------------------------------------------------|
 AT1291| PID    Reference Object                     Distance      Geod. Az  |
 AT1291|                                                           dddmmss.s |
 AT1291| DD6605 DRUM RM 1                            13.155 METERS 04549     |
 AT1291| AT1284 BEL 2                               APPROX. 8.2 KM 0554552.2 |
 AT1291| DD6607 DRUM RM 3                            13.494 METERS 06955     |
 AT1291| DD6608 DRUM RM 4                            15.301 METERS 17726     |
 AT1291| AT1151 PORT SULPHUR FREEPORT CO STACK      APPROX. 8.7 KM 2044232.7 |
 AT1291| AT1157 FREEPORT SULPHUR CO WATER TANK      APPROX. 8.2 KM 2070740.0 |
 AT1291| AT1156 PORT SULPHUR FREEPORT CO TANK       APPROX. 8.1 KM 2071253.6 |
 AT1291| AT1153 PORT SULPHUR FREEPORT CO TOWER      APPROX. 8.0 KM 2115410.7 |
 AT1291| AT1295 PORT SULPHUR RAD KBJ 861 MAST       APPROX. 8.0 KM 2520100.0 |
 AT1291| DD6606 DRUM RM 2                            14.237 METERS 30209     |
 AT1291|---------------------------------------------------------------------|
 AT1291
 AT1291                          SUPERSEDED SURVEY CONTROL
 AT1291
 AT1291  NAD 83(1992)-  29 32 13.58913(N)    089 39 04.41236(W) AD(       ) 2
 AT1291  NAD 83(1986)-  29 32 13.59824(N)    089 39 04.41763(W) AD(       ) 2
 AT1291  NAD 27      -  29 32 12.82500(N)    089 39 04.20200(W) AD(       ) 2
 AT1291
 AT1291.Superseded values are not recommended for survey control.
 AT1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1291.See file dsdata.txt to determine how the superseded data were derived.
 AT1291
 AT1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4307070427(NAD 83)
 AT1291_MARKER: DS = TRIANGULATION STATION DISK
 AT1291_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1291_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1291
 AT1291  HISTORY     - Date     Condition        Report By
 AT1291  HISTORY     - 1934     MONUMENTED       CGS
 AT1291  HISTORY     - 1955     GOOD             CGS
 AT1291  HISTORY     - 1958     GOOD             CGS
 AT1291  HISTORY     - 1966     GOOD             CGS
 AT1291
 AT1291                          STATION DESCRIPTION
 AT1291
 AT1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1291'ON THE W SHORE
 AT1291'OF A SMALL COVE ON
 AT1291'THE N SHORE OF DRUM ISLAND, 250 METERS (820
 AT1291'FEET) SE OF THE EXTREME NORTHWESTERN
 AT1291'POINT, 33 METERS (108 FEET)
 AT1291'E OF THE SHORE LINE, AND 99 METERS (325 FEET) S OF THE
 AT1291'SHORE LINE IN
 AT1291'HARD GROUND AMONG MANGROVE BUSHES.  THE STATION IS MARKED BY A
 AT1291'STANDARD BRONZE DISK
 AT1291'SET IN CONCRETE AT THE TOP OF A TILE.
 AT1291'REFERENCE MARK
 AT1291'NO. 1 IS A STANDARD BRONZE
 AT1291'REFERENCE DISK SET IN CONCRETE,
 AT1291'IS IN
 AT1291'HARD MARSH GROUND 13.156 METERS (43.16 FEET) FROM THE STATION.
 AT1291'REFERENCE MARK NO. 2 IS A STANDARD BRONZE
 AT1291'REFERENCE DISK SET IN CONCRETE, AS
 AT1291'IS IN
 AT1291'HARD MARSH GROUND, 23 METERS (75 FEET) FROM THE
 AT1291'SHORE, AND 14.227
 AT1291'METERS (46.68 FEET) FROM THE STATION.
 AT1291'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 21.543 METERS
 AT1291'(70.68 FEET).
 AT1291
 AT1291                          STATION RECOVERY (1955)
 AT1291
 AT1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT1291'STATION AND REFERENCE MARKS RECOVERED
 AT1291'AS DESCRIBED AND
 AT1291'IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AT1291'IS ADEQUATE, EXCEPT THAT THE
 AT1291'STATION MARK IS NOW 3 IN. BELOW THE
 AT1291'GROUND SURFACE, REFERENCE MARK 1 IS 1 IN. BELOW
 AT1291'THE SURFACE, AND
 AT1291'REFERENCE MARK 2 IS 8 IN. BELOW THE SURFACE.
 AT1291
 AT1291                          STATION RECOVERY (1958)
 AT1291
 AT1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FMB)
 AT1291'MONUMENT FOUND IN GOOD CONDITION, 3 INCHES UNDER MARSH SURFACE.
 AT1291'
 AT1291'ORIGINAL DESCRIPTION ADEQUATE.
 AT1291'
 AT1291'REMNANTS OF OLD SURVEY TOWER SURROUND STATION.
 AT1291
 AT1291                          STATION RECOVERY (1966)
 AT1291
 AT1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1291'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AT1291'CONDITION.
 AT1291'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW
 AT1291'DESCRIPTION FOLLOWS-
 AT1291'
 AT1291'THE STATION IS LOCATED ON THE WEST SHORE OF A SMALL COVE ON THE
 AT1291'NORTH SHORE OF
 AT1291'DRUM ISLAND, ABOUT 3-1/2 MILES NORTH-NORTHEAST OF PORT
 AT1291'SULPHER, IN A SEMI MARSH AREA.
 AT1291'
 AT1291'STATION IS A STANDARD DISK STAMPED DRUM 1934, SET IN CONCRETE IN
 AT1291'THE TOP OF A 10
 AT1291'INCH TERRACOTTA TILE WHICH IS 6 INCHES UNDERGROUND.  IT
 AT1291'IS 70 FEET SOUTHEAST OF THE NORTH
 AT1291'SHORELINE, AND 6 INCHES SOUTH OF A
 AT1291'METAL WITNESS POST.
 AT1291'
 AT1291'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DRUM NO 1 1934, SET
 AT1291'IN CONCRETE IN THE
 AT1291'TOP OF A 10 INCH SQUARE POST WHICH IS 6
 AT1291'INCHES BELOW THE SURFACE OF THE
 AT1291'GROUND.  IT IS 43 FEET NORTHEAST OF THE
 AT1291'WITNESS POST.
 AT1291'
 AT1291'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DRUM NO 2 1934, SET
 AT1291'IN CONCRETE IN THE
 AT1291'TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS 12
 AT1291'INCHES BELOW THE SURFACE OF THE
 AT1291'GROUND.  IT IS 47 FEET NORTH OF THE
 AT1291'WITNESS POST, AND 27 FEET SOUTH OF THE NORTH SHORELINE.
 AT1291'
 AT1291'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DRUM 1934 NO 3 1966,
 AT1291'CRIMPED TO THE TOP
 AT1291'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1291'IT IS INCASED IN A 4 INCH ORANGEBURG
 AT1291'PIPE WHICH PROJECTS 22 INCHES.  IT
 AT1291'IS 85 FEET SOUTHEAST OF THE NORTH SHORELINE, AND 45
 AT1291'FEET EAST OF THE WITNESS POST.
 AT1291'
 AT1291'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DRUM 1934 NO 4 1966,
 AT1291'CRIMPED TO THE TOP
 AT1291'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1291'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1291'PIPE WHICH PROJECTS 22 INCHES.  IT
 AT1291'IS 110 FEET SOUTHEAST OF THE NORTH SHORELINE, AND 51
 AT1291'FEET SOUTH OF THE WITNESS POST.
 AT1291'
 AT1291'NOTE- THIS STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2710 ***********************************************************************
 BX2710  DESIGNATION -  DRY
 BX2710  PID         -  BX2710
 BX2710  STATE/COUNTY-  LA/RAPIDES
 BX2710  USGS QUAD   -  BOYCE (1992)
 BX2710
 BX2710                         *CURRENT SURVEY CONTROL
 BX2710  ___________________________________________________________________
 BX2710* NAD 83(1992)-  31 23 45.26625(N)    092 41 30.76928(W)     ADJUSTED  
 BX2710* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 BX2710  ___________________________________________________________________
 BX2710  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BX2710  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BX2710
 BX2710  HORZ ORDER  -  FIRST
 BX2710
 BX2710.The horizontal coordinates were established by classical geodetic methods
 BX2710.and adjusted by the National Geodetic Survey in January 1993..
 BX2710
 BX2710.The orthometric height was scaled from a topographic map.
 BX2710
 BX2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2710
 BX2710.The geoid height was determined by GEOID03.
 BX2710
 BX2710;                    North         East     Units Scale Factor Converg.
 BX2710;SPC LA N     -    99,350.762   981,751.569   MT  0.99995593   -0 06 05.2
 BX2710;SPC LA N     -   325,953.29  3,220,963.27   sFT  0.99995593   -0 06 05.2
 BX2710;UTM  15      - 3,473,520.787   529,292.807   MT  0.99961058   +0 09 37.9
 BX2710
 BX2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2710!SPC LA N     -   0.99999987  x   0.99995593  =   0.99995580
 BX2710!UTM  15      -   0.99999987  x   0.99961058  =   0.99961045
 BX2710
 BX2710|---------------------------------------------------------------------|
 BX2710| PID    Reference Object                     Distance      Geod. Az  |
 BX2710|                                                           dddmmss.s |
 BX2710| CY3475 DRY RM                               27.539 METERS 07340     |
 BX2710| BX2711 WILDCAT                             APPROX. 1.2 KM 3264306.0 |
 BX2710|---------------------------------------------------------------------|
 BX2710
 BX2710                          SUPERSEDED SURVEY CONTROL
 BX2710
 BX2710  NAD 83(1986)-  31 23 45.28795(N)    092 41 30.76313(W) AD(       ) 1
 BX2710  NAD 27      -  31 23 44.64866(N)    092 41 30.23684(W) AD(       ) 1
 BX2710
 BX2710.Superseded values are not recommended for survey control.
 BX2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2710.See file dsdata.txt to determine how the superseded data were derived.
 BX2710
 BX2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2929373521(NAD 83)
 BX2710_MARKER: DS = TRIANGULATION STATION DISK
 BX2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2710
 BX2710  HISTORY     - Date     Condition        Report By
 BX2710  HISTORY     - 1919     MONUMENTED       CGS
 BX2710  HISTORY     - 1935     MARK NOT FOUND   LAGS
 BX2710  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2710  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2710
 BX2710                          STATION DESCRIPTION
 BX2710
 BX2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2710'IN CLEARED FIELD OUTSIDE OF TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY,
 BX2710'ABOUT 1-1/4 MILES W OF RAILWAY STATION AT BOYCE, ON PROLONGATION
 BX2710'OF N RAIL TANGENT FROM E, ABOUT 6 TELEGRAPH POLES W OF MILEBOARD
 BX2710'NO. 210 AND ABOUT 35 METERS (115 FEET) W OF ZIMMERMAN-BOYCE
 BX2710'WAGON ROAD.
 BX2710'
 BX2710'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2710'DISKS SET IN CONCRETE.
 BX2710'
 BX2710'REFERENCE MARK IS 27.539 METERS (90.35 FEET) FROM STATION,
 BX2710'N 73 DEG 40 MIN W.
 BX2710'
 BX2710'IN 1928, REFERENCE MARK WAS REPORTED DESTROYED BY RELOCATION
 BX2710'OF TRACKS.
 BX2710
 BX2710                          STATION RECOVERY (1935)
 BX2710
 BX2710'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BX2710'STATION LOST.  STATION PROBABLY DESTROYED DURING SHIFTING OF
 BX2710'RAILROAD FILL.
 BX2710
 BX2710                          STATION RECOVERY (1935)
 BX2710
 BX2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2710'STATION NOT RECOVERED.  IT IS THOUGHT THAT CONSTRUCTION OF
 BX2710'HIGHWAY DESTROYED STATION AND REFERENCE MARK.
 BX2710
 BX2710                          STATION RECOVERY (1999)
 BX2710
 BX2710'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2755 ***********************************************************************
 BX2755  DESIGNATION -  DRY
 BX2755  PID         -  BX2755
 BX2755  STATE/COUNTY-  LA/GRANT
 BX2755  USGS QUAD   -  DRY PRONG (1985)
 BX2755
 BX2755                         *CURRENT SURVEY CONTROL
 BX2755  ___________________________________________________________________
 BX2755* NAD 83(1992)-  31 33 27.91816(N)    092 35 01.59807(W)     ADJUSTED  
 BX2755* NAVD 88     -        74.28   (+/-2cm)     243.7    (feet)  VERTCON   
 BX2755  ___________________________________________________________________
 BX2755  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BX2755  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX2755
 BX2755  HORZ ORDER  -  FIRST
 BX2755  VERT ORDER  -  THIRD ? (See Below)
 BX2755
 BX2755.The horizontal coordinates were established by classical geodetic methods
 BX2755.and adjusted by the National Geodetic Survey in January 1993..
 BX2755
 BX2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2755.The vertical order pertains to the NGVD 29 superseded value.
 BX2755
 BX2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2755
 BX2755.The geoid height was determined by GEOID03.
 BX2755
 BX2755;                    North         East     Units Scale Factor Converg.
 BX2755;SPC LA N     -   117,281.991   992,046.387   MT  0.99993435   -0 02 39.5
 BX2755;SPC LA N     -   384,782.67  3,254,738.85   sFT  0.99993435   -0 02 39.5
 BX2755;UTM  15      - 3,491,492.976   539,502.153   MT  0.99961925   +0 13 04.2
 BX2755
 BX2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2755!SPC LA N     -   0.99999242  x   0.99993435  =   0.99992677
 BX2755!UTM  15      -   0.99999242  x   0.99961925  =   0.99961167
 BX2755
 BX2755:                Primary Azimuth Mark                     Grid Az
 BX2755:SPC LA N     -  NORTH FEDERAL FIRE TOWER                 038 16 17.1
 BX2755:UTM  15      -  NORTH FEDERAL FIRE TOWER                 038 00 33.4
 BX2755
 BX2755|---------------------------------------------------------------------|
 BX2755| PID    Reference Object                     Distance      Geod. Az  |
 BX2755|                                                           dddmmss.s |
 BX2755| BX2752 NORTH FEDERAL FIRE TOWER            APPROX.10.7 KM 0381337.6 |
 BX2755| CY3477 DRY RM 1                             47.435 METERS 07632     |
 BX2755| BX2560 CATAHOULA FEDERAL FIRE TOWER        APPROX.11.9 KM 1125848.9 |
 BX2755| BX2757 COLFAX MUNICIPAL TANK               APPROX.12.5 KM 2492437.8 |
 BX2755| CY3478 DRY RM 2                             37.065 METERS 29629     |
 BX2755| CY3476 DRY AZ MK                                          3462727.5 |
 BX2755|---------------------------------------------------------------------|
 BX2755
 BX2755                          SUPERSEDED SURVEY CONTROL
 BX2755
 BX2755  NAD 83(1986)-  31 33 27.93715(N)    092 35 01.59118(W) AD(       ) 1
 BX2755  NAD 27      -  31 33 27.30489(N)    092 35 01.07418(W) AD(       ) 1
 BX2755  NGVD 29 (07/19/86)   74.28   (m)          243.7    (f) LEVELING    3  
 BX2755
 BX2755.Superseded values are not recommended for survey control.
 BX2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2755.See file dsdata.txt to determine how the superseded data were derived.
 BX2755
 BX2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3950291493(NAD 83)
 BX2755_MARKER: DS = TRIANGULATION STATION DISK
 BX2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2755
 BX2755  HISTORY     - Date     Condition        Report By
 BX2755  HISTORY     - 1934     MONUMENTED       CGS
 BX2755  HISTORY     - 1935     GOOD             LAGS
 BX2755  HISTORY     - 1960     GOOD             CGS
 BX2755
 BX2755                          STATION DESCRIPTION
 BX2755
 BX2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2755'STATION IS LOCATED ABOUT 7-1/2 MILES NE OF COLFAX AND 3-1/2
 BX2755'MILES SW OF DRY PRONG, IN NW 1/4 SEC. 28, T 7 N, R 2 W, ON
 BX2755'NATIONAL FOREST LAND.  STATION MARK IS SET ABOUT 75 YARDS N
 BX2755'OF CENTER LINE OF STATE HIGHWAY 617, ON TOP OF HILL, IN WOODED
 BX2755'AREA.
 BX2755'
 BX2755'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BX2755'BRONZE DISKS SET IN CONCRETE.
 BX2755'
 BX2755'REFERENCE MARK NO. 1 IS 47.435 METERS (155.62 FEET) ENE OF
 BX2755'STATION, 68 FEET NE OF CENTER LINE OF DIM ROAD LEADING TO
 BX2755'STATION.
 BX2755'
 BX2755'REFERENCE MARK NO. 2 IS 37.065 METERS (121.62 FEET) WSW OF
 BX2755'STATION, ABOUT 55 FEET E OF DEEP WATER CUT IN HILL SIDE.
 BX2755'
 BX2755'AZIMUTH MARK IS ABOUT 150 PACES NNW OF STATION IN WOODED AREA.
 BX2755'ALL MARKS PROJECT ABOUT 12 INCHES.
 BX2755'
 BX2755'TO REACH FROM DRY PRONG--GO N 1/2 MILE ON U.S. HIGHWAY 167 TO
 BX2755'ITS JUNCTION WITH STATE HIGHWAY 617.  FOLLOW THIS ROAD SW 3.8
 BX2755'MILES TO DIM ROAD ON N OR RIGHT SIDE OF HIGHWAY LEADING N INTO
 BX2755'WOODS.  FOLLOW THIS ROAD UP HILL 0.55 MILE TO STATION.
 BX2755'
 BX2755'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX2755
 BX2755                          STATION RECOVERY (1935)
 BX2755
 BX2755'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BX2755'STATION WAS RECOVERED.  ALL MARKS FOUND TO BE IN GOOD CONDITION,
 BX2755'AND IS IN THE NE 1/4 SEC. 22, T 7 N, R 3 W, ON LAND OWNED BY
 BX2755'THE GOVERNMENT AND KNOWN AS KISATCHIE NATIONAL FOREST.  STATION
 BX2755'IS APPROXIMATELY 5 MILES W OF DRY PRONG, LOUISIANA, AND 400
 BX2755'FEET W OF THE DRY PRONG-COLFAX ROAD.
 BX2755'
 BX2755'STATION IS A STANDARD MONUMENT, PROJECTING 12 INCHES ABOVE
 BX2755'THE SURFACE OF THE GROUND, AND MARKED DRY - 1934.
 BX2755'
 BX2755'REFERENCE MARK NO. 1 IS (156.25 FEET) 47.624 METERS N OF STATION
 BX2755'AND PROJECTS 16 INCHES ABOVE SURFACE OF THE GROUND.
 BX2755'
 BX2755'REFERENCE MARK NO. 2 IS (122.76 FEET) 37.416 METERS W OF STATION
 BX2755'AND PROJECTS 12 INCHES ABOVE SURFACE OF THE GROUND.
 BX2755'
 BX2755'AZIMUTH MARK IS REACHED FROM STATION BY GOING W ON MEANDERING
 BX2755'TRAIL 0.1 MILE TO MARK ON LEFT.  IT IS A STANDARD MONUMENT,
 BX2755'MARKED DRY AZI. 1934, AND PROJECTS 12 INCHES ABOVE SURFACE OF
 BX2755'THE GROUND.
 BX2755'
 BX2755'REACHED FROM FORD MOTOR COMPANY IN COLFAX BY GOING N ON STATE
 BX2755'HIGHWAY 19 FOR 8.8 MILES.  TURN LEFT AND FOLLOW MEANDERING TRAIL
 BX2755'FOR 0.2 MILE TO TOP OF RIDGE AND STATION ON RIGHT.
 BX2755
 BX2755                          STATION RECOVERY (1960)
 BX2755
 BX2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 BX2755'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED.  ORIGINAL
 BX2755'DESCRIPTION SHOULD BE REVISED TO READ AS FOLLOWS--
 BX2755'
 BX2755'TO REACH FROM DRY PRONG, LOUISIANA, GO N 1/2 MILE ON HWY. 167
 BX2755'TO THE INTERSECTION WITH LA. 123.  FOLLOW LA. 123 SW FOR 3.8
 BX2755'MI. TO DIM ROAD ON N LEADING UP WOODED HILL.  FOLLOW THIS
 BX2755'ROAD FOR 0.1 MI. AND STATION MARK ON LEFT AND REFERENCE MARK
 BX2755'ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3156 ***********************************************************************
 AU3156  DESIGNATION -  DRY
 AU3156  PID         -  AU3156
 AU3156  STATE/COUNTY-  LA/LAFOURCHE
 AU3156  USGS QUAD   -  BOURG (1974)
 AU3156
 AU3156                         *CURRENT SURVEY CONTROL
 AU3156  ___________________________________________________________________
 AU3156* NAD 83(1992)-  29 36 54.17036(N)    090 33 26.22630(W)     ADJUSTED  
 AU3156* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3156  **This station is located in a subsidence area (see below).
 AU3156  ___________________________________________________________________
 AU3156  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3156  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AU3156
 AU3156  HORZ ORDER  -  SECOND
 AU3156
 AU3156.The horizontal coordinates were established by classical geodetic methods
 AU3156.and adjusted by the National Geodetic Survey in January 1993..
 AU3156
 AU3156 ** The orthometric height has not been validated since last determined
 AU3156 ** by differential leveling and should not be used for control purposes.
 AU3156 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3156 ** area with valid NAVD 88 orthometric heights.
 AU3156 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3156 ** epoch indicated which incorporates improved geoid heights for the
 AU3156 ** Southern Louisiana Subsidence area.
 AU3156 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3156.The orthometric height was scaled from a topographic map.
 AU3156
 AU3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3156
 AU3156.The geoid height was determined by GEOID03.
 AU3156
 AU3156;                    North         East     Units Scale Factor Converg.
 AU3156;SPC LA S     -   123,852.074 1,075,160.848   MT  0.99994827   +0 23 16.9
 AU3156;SPC LA S     -   406,338.01  3,527,423.55   sFT  0.99994827   +0 23 16.9
 AU3156;UTM  15      - 3,278,623.361   736,535.085   MT  1.00029039   +1 12 27.6
 AU3156
 AU3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3156!SPC LA S     -   1.00000382  x   0.99994827  =   0.99995209
 AU3156!UTM  15      -   1.00000382  x   1.00029039  =   1.00029421
 AU3156
 AU3156:                Primary Azimuth Mark                     Grid Az
 AU3156:SPC LA S     -  MATHEWS SOUTH COAST CORP TANK            008 03 03.0
 AU3156:UTM  15      -  MATHEWS SOUTH COAST CORP TANK            007 13 52.3
 AU3156
 AU3156|---------------------------------------------------------------------|
 AU3156| PID    Reference Object                     Distance      Geod. Az  |
 AU3156|                                                           dddmmss.s |
 AU3156| AU3141 MATHEWS SOUTH COAST CORP TANK       APPROX. 9.0 KM 0082619.9 |
 AU3156| AU3140 LOCKPORT MUNICIPAL TANK             APPROX. 4.0 KM 0280109.9 |
 AU3156| AU2852 OIL DERRICK WEST OF LAROSE          APPROX.10.3 KM 1023953.6 |
 AU3156| AU2851 VALENTINE SUGAR FACT TALL STK       APPROX. 9.0 KM 1043614.7 |
 AU3156| DD6610 DRY RM 1                             41.512 METERS 20028     |
 AU3156| DD6609 DRY AZ MK                                          2032033.6 |
 AU3156| DD6611 DRY RM 2                             30.024 METERS 29656     |
 AU3156|---------------------------------------------------------------------|
 AU3156
 AU3156                          SUPERSEDED SURVEY CONTROL
 AU3156
 AU3156  NAD 83(1986)-  29 36 54.18856(N)    090 33 26.23075(W) AD(       ) 2
 AU3156  NAD 27      -  29 36 53.41757(N)    090 33 25.92299(W) AD(       ) 2
 AU3156
 AU3156.Superseded values are not recommended for survey control.
 AU3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3156.See file dsdata.txt to determine how the superseded data were derived.
 AU3156
 AU3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3653578623(NAD 83)
 AU3156_MARKER: DS = TRIANGULATION STATION DISK
 AU3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3156
 AU3156  HISTORY     - Date     Condition        Report By
 AU3156  HISTORY     - 1934     MONUMENTED       CGS
 AU3156  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU3156
 AU3156                          STATION DESCRIPTION
 AU3156
 AU3156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3156'ABOUT 2.5 MILES S OF LOCKPORT, ON THE INTRACOASTAL CANAL, 75 FEET
 AU3156'SW OF ITS W BANK, ON FIRM SANDY SOIL.
 AU3156'
 AU3156'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE.
 AU3156'
 AU3156'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3156'IS 41.512 METERS (136.19 FEET) FROM THE STATION S 20 DEG 28 MIN W.
 AU3156'
 AU3156'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3156'IS 30.024 METERS (98.51 FEET) FROM THE STATION N 63 DEG 04 MIN W.
 AU3156'
 AU3156'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3156'IS ABOUT 105 FEET W OF THE W BANK OF THE
 AU3156'CANAL ON A SLIGHT RISE OF GROUND, AND ABOUT 0.7 MILE FROM THE
 AU3156'STATION S 23 DEG 20 MIN W.
 AU3156
 AU3156                          STATION RECOVERY (1966)
 AU3156
 AU3156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU3156'STATION MARK AND REFERENCE MARK 2 WERE NOT FOUND.  REFERENCE
 AU3156'MARK 1 WAS FOUND LYING ON ITS SIDE DESTROYED.  THE AZIMUTH MARK
 AU3156'WAS RECOVERED IN GOOD CONDITION.  IT IS 0.5 MILE SOUTH-SOUTHWEST
 AU3156'OF THE STATION, ON TOP OF A SMALL RISE IN A PASTURE, ABOUT 150
 AU3156'YARDS NORTHWEST OF AND ACROSS A CANAL FROM A GREEN HOUSE, 95
 AU3156'PACES NORTH-NORTHWEST OF A POWER POLE, 12 PACES WEST OF THE WEST
 AU3156'BANK OF THE INTRACOASTAL WATERWAY, A STANDARD DISK, STAMPED
 AU3156'DRY AZI 1934, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2756 ***********************************************************************
 BX2756  DESIGNATION -  DRY PRONG KC SO MW MAST
 BX2756  PID         -  BX2756
 BX2756  STATE/COUNTY-  LA/GRANT
 BX2756  USGS QUAD   -  DRY PRONG (1985)
 BX2756
 BX2756                         *CURRENT SURVEY CONTROL
 BX2756  ___________________________________________________________________
 BX2756* NAD 83(1992)-  31 33 17.42506(N)    092 34 03.28357(W)     ADJUSTED  
 BX2756* NAVD 88     -                                                        
 BX2756  ___________________________________________________________________
 BX2756  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BX2756  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX2756
 BX2756  HORZ ORDER  -  THIRD
 BX2756
 BX2756.The horizontal coordinates were established by classical geodetic methods
 BX2756.and adjusted by the National Geodetic Survey in January 1993..
 BX2756
 BX2756
 BX2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2756
 BX2756.The geoid height was determined by GEOID03.
 BX2756
 BX2756;                    North         East     Units Scale Factor Converg.
 BX2756;SPC LA N     -   116,957.753   993,584.030   MT  0.99993467   -0 02 08.6
 BX2756;SPC LA N     -   383,718.89  3,259,783.61   sFT  0.99993467   -0 02 08.6
 BX2756;UTM  15      - 3,491,175.875   541,040.779   MT  0.99962077   +0 13 34.7
 BX2756
 BX2756                          SUPERSEDED SURVEY CONTROL
 BX2756
 BX2756  NAD 83(1986)-  31 33 17.44530(N)    092 34 03.27625(W) AD(       ) 4
 BX2756  NAD 27      -  31 33 16.81038(N)    092 34 02.75559(W) AD(       ) 3
 BX2756
 BX2756.Superseded values are not recommended for survey control.
 BX2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2756.See file dsdata.txt to determine how the superseded data were derived.
 BX2756
 BX2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4104191176(NAD 83)
 BX2756
 BX2756  HISTORY     - Date     Condition        Report By
 BX2756  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2756
 BX2756                          STATION DESCRIPTION
 BX2756
 BX2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2756'THE RED LIGHT ON THE TOP OF THE, DRY PRONG, KANSAS CITY
 BX2756'SOUTHERN MICROWAVE.  IT IS BUILD OF TUBE STRUCTURAL STEEL,
 BX2756'PAINTED IN ALTERNATE BANDS OF RED AND WHITE, HAS FOUR SCREENS
 BX2756'AT THE TOP.  IN OVER-ALL HEIGHT IS ABOUT 200 FEET.
 BX2756'
 BX2756'THE TOWER IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF DRY PRONG
 BX2756'AND ABOUT 1/2 MILE SOUTH OF STATE HIGHWAY 123.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3508 ***********************************************************************
 CQ3508  SACS        -  This is a Secondary Airport Control Station.
 CQ3508  DESIGNATION -  DTN AP STA A
 CQ3508  PID         -  CQ3508
 CQ3508  STATE/COUNTY-  LA/CADDO
 CQ3508  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3508
 CQ3508                         *CURRENT SURVEY CONTROL
 CQ3508  ___________________________________________________________________
 CQ3508* NAD 83(1992)-  32 32 06.04437(N)    093 44 25.91830(W)     ADJUSTED  
 CQ3508* NAVD 88     -        53.55   (meters)     175.7    (feet)  GPS OBS   
 CQ3508  ___________________________________________________________________
 CQ3508  X           -    -351,138.855 (meters)                     COMP
 CQ3508  Y           -  -5,370,941.635 (meters)                     COMP
 CQ3508  Z           -   3,410,611.950 (meters)                     COMP
 CQ3508  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CQ3508  ELLIP HEIGHT-          27.45  (meters)          (04/16/02) GPS OBS
 CQ3508  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3508
 CQ3508  HORZ ORDER  -  FIRST
 CQ3508  ELLP ORDER  -  FIFTH     CLASS II
 CQ3508
 CQ3508.This mark is at Shreveport Downtown Airport (DTN)
 CQ3508
 CQ3508.The horizontal coordinates were established by GPS observations
 CQ3508.and adjusted by the National Geodetic Survey in September 1994..
 CQ3508
 CQ3508.The orthometric height was determined by GPS observations and a
 CQ3508.high-resolution geoid model.
 CQ3508
 CQ3508.GPS derived orthometric heights for airport stations designated as
 CQ3508.PACS or SACS are published to 2 decimal places.  This maintains
 CQ3508.centimeter relative accuracy between the PACS and SACS.  It does
 CQ3508.not indicate centimeter accuracy relative to other marks which are
 CQ3508.part of the NAVD 88 network.
 CQ3508
 CQ3508.Photographs are available for this station.
 CQ3508
 CQ3508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3508
 CQ3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3508
 CQ3508.The ellipsoidal height was determined by GPS observations
 CQ3508.and is referenced to NAD 83.
 CQ3508
 CQ3508.The geoid height was determined by GEOID03.
 CQ3508
 CQ3508;                    North         East     Units Scale Factor Converg.
 CQ3508;SPC LA N     -   226,303.980   883,469.666   MT  0.99997263   -0 39 21.1
 CQ3508;SPC LA N     -   742,465.64  2,898,516.73   sFT  0.99997263   -0 39 21.1
 CQ3508;UTM  15      - 3,599,981.979   430,461.101   MT  0.99965963   -0 23 53.8
 CQ3508
 CQ3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3508!SPC LA N     -   0.99999569  x   0.99997263  =   0.99996832
 CQ3508!UTM  15      -   0.99999569  x   0.99965963  =   0.99965532
 CQ3508
 CQ3508                          SUPERSEDED SURVEY CONTROL
 CQ3508
 CQ3508  ELLIP H (02/14/02)   27.51   (m)                       GP(       ) 5 2
 CQ3508  ELLIP H (07/10/01)   27.56   (m)                       GP(       ) 4 2
 CQ3508  ELLIP H (09/16/94)   27.62   (m)                       GP(       ) 4 2
 CQ3508  NGVD 29 (09/16/94)   53.62   (m)          175.9    (f) LEVELING    3  
 CQ3508
 CQ3508.Superseded values are not recommended for survey control.
 CQ3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3508.See file dsdata.txt to determine how the superseded data were derived.
 CQ3508
 CQ3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3046199982(NAD 83)
 CQ3508_MARKER: DT = TOPOGRAPHIC STATION DISK
 CQ3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3508_SP_SET: CONCRETE POST
 CQ3508_STAMPING: AP 1966 STA A
 CQ3508_MARK LOGO: CGS+SS
 CQ3508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3508+STABILITY: SURFACE MOTION
 CQ3508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3508+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001
 CQ3508
 CQ3508  HISTORY     - Date     Condition        Report By
 CQ3508  HISTORY     - 1966     MONUMENTED       CGS
 CQ3508  HISTORY     - 19890615 GOOD             NGS
 CQ3508  HISTORY     - 19930111 GOOD
 CQ3508  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ3508  HISTORY     - 20010314 GOOD             NGS
 CQ3508
 CQ3508                          STATION DESCRIPTION
 CQ3508
 CQ3508'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ3508'STATION IS LOCATED ON THE SHREVEPORT DOWNTOWN AIRPORT LOCATED JUST
 CQ3508'WEST OF THE DOWNTOWN SECTION OF SHREVPORT, LA.
 CQ3508'TO REACH FROM THE TERMINAL RAMP AND AIRPORT OFFICE PROCEED SOUTH VIA
 CQ3508'TAXIWAYS CROSSING RUNWAY 5/23, PASSING SOUTH OF THE CONTROL TOWER,
 CQ3508'CROSSING AN ABANDONED RUNWAY (NOW TAXIWAY) TO THE GRASS AREA JUST
 CQ3508'SOUTHWEST OF RUNWAY END 32 AND STATION.
 CQ3508'IT IS 229.3 FT (69.9 M) EAST-NORTHEAST OF THE THE NORTHEAST CORNER OF
 CQ3508'A HANGAR, 192.0 FT (58.5 M) EAST-NORTHEAST OF THE CENTERLINE OF A
 CQ3508'TAXIWAY, 82.0 FT (25.0 M) NORTHEAST OF THE NORTHEAST CORNER OF AND
 CQ3508'ELECTRIC JUNCTION BOX, 62.1 FT (18.9 M) SOUTH-SOUTHEAST OF THE
 CQ3508'SOUTHERLY EDGE OF THE TAXIWAY LEADING TO THE RUNWAY END, 51.5 FT
 CQ3508'(15.7 M) SOUTH OF THE SECOND TAXIWAY (BLUE) LIGHT WEST OF THE RUNWAY
 CQ3508'END AND 12.9 FT (3.9 M) SOUTHWEST OF THE WESTERLY ONE OF FOUR
 CQ3508'THRESHOLD LIGHTS (LIGHTS SHOW GREEN AND RED).
 CQ3508
 CQ3508                          STATION RECOVERY (1989)
 CQ3508
 CQ3508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CQ3508'MARK IS 120 FT (36.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF RUNWAY
 CQ3508'32, 112.9 FT (34.4 M) SOUTHWEST OF THE MOST WESTERLY OF FOUR THRESHOLD
 CQ3508'LIGHTS AND 51.5 FT (15.7 M) SOUTH OF THE SECOND TAXIWAY LIGHT WEST OF
 CQ3508'RUNWAY END 32.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP
 CQ3508'1966 STA A, SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH
 CQ3508'THE GROUND.
 CQ3508
 CQ3508                          STATION RECOVERY (1993)
 CQ3508
 CQ3508'RECOVERED 1993
 CQ3508'RECOVERED IN GOOD CONDITION.
 CQ3508
 CQ3508                          STATION RECOVERY (2000)
 CQ3508
 CQ3508'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ3508'MARK NOT FOUND.
 CQ3508
 CQ3508                          STATION RECOVERY (2001)
 CQ3508
 CQ3508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLA)
 CQ3508'RECOVERED AS DESCRIBED
 CQ3508' 
 CQ3508'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3506 ***********************************************************************
 CQ3506  DESIGNATION -  DTN AP STA B
 CQ3506  PID         -  CQ3506
 CQ3506  STATE/COUNTY-  LA/CADDO
 CQ3506  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3506
 CQ3506                         *CURRENT SURVEY CONTROL
 CQ3506  ___________________________________________________________________
 CQ3506* NAD 83(1992)-  32 32 40.33144(N)    093 44 59.49640(W)     ADJUSTED  
 CQ3506* NAVD 88     -        53.93   (+/-2cm)     176.9    (feet)  VERTCON   
 CQ3506  ___________________________________________________________________
 CQ3506  X           -    -351,976.058 (meters)                     COMP
 CQ3506  Y           -  -5,370,317.814 (meters)                     COMP
 CQ3506  Z           -   3,411,502.546 (meters)                     COMP
 CQ3506  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CQ3506  ELLIP HEIGHT-          27.82  (meters)          (02/14/02) GPS OBS
 CQ3506  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3506
 CQ3506  HORZ ORDER  -  FIRST
 CQ3506  VERT ORDER  -  THIRD ? (See Below)
 CQ3506  ELLP ORDER  -  FIFTH     CLASS II
 CQ3506
 CQ3506.This mark is at Shreveport Downtown Airport (DTN)
 CQ3506
 CQ3506.The horizontal coordinates were established by GPS observations
 CQ3506.and adjusted by the National Geodetic Survey in September 1994..
 CQ3506
 CQ3506.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3506.The vertical order pertains to the NGVD 29 superseded value.
 CQ3506
 CQ3506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3506
 CQ3506.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3506
 CQ3506.The ellipsoidal height was determined by GPS observations
 CQ3506.and is referenced to NAD 83.
 CQ3506
 CQ3506.The geoid height was determined by GEOID03.
 CQ3506
 CQ3506;                    North         East     Units Scale Factor Converg.
 CQ3506;SPC LA N     -   227,370.146   882,605.723   MT  0.99997443   -0 39 38.9
 CQ3506;SPC LA N     -   745,963.55  2,895,682.28   sFT  0.99997443   -0 39 38.9
 CQ3506;UTM  15      - 3,601,043.919   429,592.648   MT  0.99966113   -0 24 12.3
 CQ3506
 CQ3506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3506!SPC LA N     -   0.99999563  x   0.99997443  =   0.99997006
 CQ3506!UTM  15      -   0.99999563  x   0.99966113  =   0.99965676
 CQ3506
 CQ3506                          SUPERSEDED SURVEY CONTROL
 CQ3506
 CQ3506  ELLIP H (09/16/94)   27.92   (m)                       GP(       ) 4 2
 CQ3506  NGVD 29 (09/16/94)   54.00   (m)          177.2    (f) LEVELING    3  
 CQ3506
 CQ3506.Superseded values are not recommended for survey control.
 CQ3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3506.See file dsdata.txt to determine how the superseded data were derived.
 CQ3506
 CQ3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2959301044(NAD 83)
 CQ3506_MARKER: DT = TOPOGRAPHIC STATION DISK
 CQ3506_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CQ3506_SP_SET: CONCRETE POST
 CQ3506_STAMPING: AP 1966 STA B
 CQ3506_MARK LOGO: CGS   
 CQ3506_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3506+STABILITY: SURFACE MOTION
 CQ3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3506+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CQ3506
 CQ3506  HISTORY     - Date     Condition        Report By
 CQ3506  HISTORY     - 1966     MONUMENTED       CGS
 CQ3506  HISTORY     - 19890615 GOOD             NGS
 CQ3506  HISTORY     - 19930112 GOOD
 CQ3506  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ3506
 CQ3506                          STATION DESCRIPTION
 CQ3506
 CQ3506'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ3506'STATION IS LOCATED AT THE SHREVEPORT DOWNTOWN AIRPORT JUST EAST OF THE
 CQ3506'DOWNTOWN SECTION OF SHREVEPORT, LOUISIANA.
 CQ3506'TO REACH FROM THE RAMP AT THE TERMINAL BUILDING AND AIRPORT OFFICE
 CQ3506'PROCEED NORTH ALONG THE EAST SIDE OF HANGARS TO A STUB PAVED ROAD AT
 CQ3506'THE NORTHERNMOST END OF THE RAMP.  STATION IS JUST SOUTH OF THE WEST
 CQ3506'END OF THE PAVEMENT STUB, ABOUT 0.05 MI, ATOP A TURF DIKE.
 CQ3506'IT IS 120 FT (36.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF RUNWAY END
 CQ3506'14, 39.3 FT (12.0 M) NORTHEAST OF A METAL WITNESS SIGN AND 9.0 FT
 CQ3506'(2.7 M) SOUTH OF THE SOUTHWEST METAL GATEPOST ON THE TURF DIKE.
 CQ3506
 CQ3506                          STATION RECOVERY (1989)
 CQ3506
 CQ3506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CQ3506'THE STATION IS 120 FT (36.6 M) SW OF THE SW CORNER OF RUNWAY 14, 39.3
 CQ3506'FT (12.0 M) NE OF A METAL WITNESS POST AND SIGN AND 9.0 FT (2.7 M) S
 CQ3506'OF THE SW METAL GATE POST ON THE TURF DIKE.  THE STATION IS A STANDARD
 CQ3506'DISK STAMPED AP 1966 STA B, SET IN CONCRETE FLUSH WITH THE GROUND ATOP
 CQ3506'OF A TURF DIKE.
 CQ3506
 CQ3506                          STATION RECOVERY (1993)
 CQ3506
 CQ3506'RECOVERED 1993
 CQ3506'RECOVERED IN GOOD CONDITION.
 CQ3506
 CQ3506                          STATION RECOVERY (2000)
 CQ3506
 CQ3506'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ3506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6249 ***********************************************************************
 AH6249  DESIGNATION -  DUB 01
 AH6249  PID         -  AH6249
 AH6249  STATE/COUNTY-  LA/TERREBONNE
 AH6249  USGS QUAD   -  HOUMA (1980)
 AH6249
 AH6249                         *CURRENT SURVEY CONTROL
 AH6249  ___________________________________________________________________
 AH6249* NAD 83(1992)-  29 33 35.63239(N)    090 43 10.71240(W)     ADJUSTED  
 AH6249* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6249  **This station is located in a subsidence area (see below).
 AH6249  ___________________________________________________________________
 AH6249  X           -     -69,737.841 (meters)                     COMP
 AH6249  Y           -  -5,552,027.266 (meters)                     COMP
 AH6249  Z           -   3,128,019.546 (meters)                     COMP
 AH6249  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6249  ELLIP HEIGHT-         -24.48  (meters)          (02/21/02) GPS OBS
 AH6249  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AH6249
 AH6249  HORZ ORDER  -  FIRST
 AH6249  ELLP ORDER  -  FIFTH     CLASS I
 AH6249
 AH6249.The horizontal coordinates were established by GPS observations
 AH6249.and adjusted by the National Geodetic Survey in December 1998..
 AH6249
 AH6249 ** The orthometric height has not been validated since last determined
 AH6249 ** by differential leveling and should not be used for control purposes.
 AH6249 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6249 ** area with valid NAVD 88 orthometric heights.
 AH6249 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6249 ** epoch indicated which incorporates improved geoid heights for the
 AH6249 ** Southern Louisiana Subsidence area.
 AH6249 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6249.The orthometric height was determined by GPS observations and a
 AH6249.high-resolution geoid model.
 AH6249
 AH6249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6249
 AH6249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6249
 AH6249.The ellipsoidal height was determined by GPS observations
 AH6249.and is referenced to NAD 83.
 AH6249
 AH6249.The geoid height was determined by GEOID03.
 AH6249
 AH6249;                    North         East     Units Scale Factor Converg.
 AH6249;SPC LA S     -   117,644.036 1,059,469.336   MT  0.99995516   +0 18 24.7
 AH6249;SPC LA S     -   385,970.47  3,475,942.31   sFT  0.99995516   +0 18 24.7
 AH6249;UTM  15      - 3,272,189.750   720,929.332   MT  1.00020229   +1 07 31.6
 AH6249
 AH6249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6249!SPC LA S     -   1.00000384  x   0.99995516  =   0.99995900
 AH6249!UTM  15      -   1.00000384  x   1.00020229  =   1.00020614
 AH6249
 AH6249:                Primary Azimuth Mark                     Grid Az
 AH6249:SPC LA S     -  DUB 02                                   175 12 33.1
 AH6249:UTM  15      -  DUB 02                                   174 23 26.2
 AH6249
 AH6249|---------------------------------------------------------------------|
 AH6249| PID    Reference Object                     Distance      Geod. Az  |
 AH6249|                                                           dddmmss.s |
 AH6249| AH6252 DUB 02                              APPROX. 0.8 KM 1753057.8 |
 AH6249|---------------------------------------------------------------------|
 AH6249
 AH6249                          SUPERSEDED SURVEY CONTROL
 AH6249
 AH6249  ELLIP H (12/17/98)  -24.43   (m)                       GP(       ) 4 2
 AH6249
 AH6249.Superseded values are not recommended for survey control.
 AH6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6249.See file dsdata.txt to determine how the superseded data were derived.
 AH6249
 AH6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2092972190(NAD 83)
 AH6249_MARKER: DD = SURVEY DISK
 AH6249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6249_STAMPING: DUB 01
 AH6249_MARK LOGO: LA-109
 AH6249_PROJECTION: FLUSH
 AH6249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6249+STABILITY: SURFACE MOTION
 AH6249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6249+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6249
 AH6249  HISTORY     - Date     Condition        Report By
 AH6249  HISTORY     - 1995     MONUMENTED       MPHI
 AH6249
 AH6249                          STATION DESCRIPTION
 AH6249
 AH6249'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6249'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6249'24 FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH HWY 90 WEST.  TURN RIGHT
 AH6249'ON HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY
 AH6249'315.  TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN
 AH6249'LEFT ON HWY 315 AND TRAVEL SOUTH FOR 0.5 MI (0.8 KM) TO THE STATION ON
 AH6249'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6249'8.0 FT (2.4 M) WEST OF THE EDGE OF THE DITCH, 73.0 FT (22.3 M) SOUTH
 AH6249'OF THE CENTERLINE OF THE DRIVEWAY, 80.70 FT (24.60 M) SOUTHWEST OF THE
 AH6249'LIGHT POLE, AND 25.0 FT (7.6 M) EAST OF THE CENTERLINE OF HWY 315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6252 ***********************************************************************
 AH6252  DESIGNATION -  DUB 02
 AH6252  PID         -  AH6252
 AH6252  STATE/COUNTY-  LA/TERREBONNE
 AH6252  USGS QUAD   -  HOUMA (1980)
 AH6252
 AH6252                         *CURRENT SURVEY CONTROL
 AH6252  ___________________________________________________________________
 AH6252* NAD 83(1992)-  29 33 10.55111(N)    090 43 08.46284(W)     ADJUSTED  
 AH6252* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6252  **This station is located in a subsidence area (see below).
 AH6252  ___________________________________________________________________
 AH6252  X           -     -69,682.071 (meters)                     COMP
 AH6252  Y           -  -5,552,409.005 (meters)                     COMP
 AH6252  Z           -   3,127,347.822 (meters)                     COMP
 AH6252  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6252  ELLIP HEIGHT-         -24.40  (meters)          (02/21/02) GPS OBS
 AH6252  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6252
 AH6252  HORZ ORDER  -  FIRST
 AH6252  ELLP ORDER  -  FIFTH     CLASS I
 AH6252
 AH6252.The horizontal coordinates were established by GPS observations
 AH6252.and adjusted by the National Geodetic Survey in December 1998..
 AH6252
 AH6252 ** The orthometric height has not been validated since last determined
 AH6252 ** by differential leveling and should not be used for control purposes.
 AH6252 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6252 ** area with valid NAVD 88 orthometric heights.
 AH6252 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6252 ** epoch indicated which incorporates improved geoid heights for the
 AH6252 ** Southern Louisiana Subsidence area.
 AH6252 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6252.The orthometric height was determined by GPS observations and a
 AH6252.high-resolution geoid model.
 AH6252
 AH6252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6252
 AH6252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6252
 AH6252.The ellipsoidal height was determined by GPS observations
 AH6252.and is referenced to NAD 83.
 AH6252
 AH6252.The geoid height was determined by GEOID03.
 AH6252
 AH6252;                    North         East     Units Scale Factor Converg.
 AH6252;SPC LA S     -   116,872.146 1,059,534.028   MT  0.99995610   +0 18 25.8
 AH6252;SPC LA S     -   383,438.03  3,476,154.56   sFT  0.99995610   +0 18 25.8
 AH6252;UTM  15      - 3,271,418.672   721,005.063   MT  1.00020270   +1 07 31.8
 AH6252
 AH6252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6252!SPC LA S     -   1.00000383  x   0.99995610  =   0.99995993
 AH6252!UTM  15      -   1.00000383  x   1.00020270  =   1.00020653
 AH6252
 AH6252:                Primary Azimuth Mark                     Grid Az
 AH6252:SPC LA S     -  DUB 03                                   174 38 23.4
 AH6252:UTM  15      -  DUB 03                                   173 49 17.4
 AH6252
 AH6252|---------------------------------------------------------------------|
 AH6252| PID    Reference Object                     Distance      Geod. Az  |
 AH6252|                                                           dddmmss.s |
 AH6252| AH6260 DUB 03                              APPROX. 0.8 KM 1745649.2 |
 AH6252|---------------------------------------------------------------------|
 AH6252
 AH6252                          SUPERSEDED SURVEY CONTROL
 AH6252
 AH6252  ELLIP H (12/17/98)  -24.36   (m)                       GP(       ) 4 2
 AH6252
 AH6252.Superseded values are not recommended for survey control.
 AH6252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6252.See file dsdata.txt to determine how the superseded data were derived.
 AH6252
 AH6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2100571419(NAD 83)
 AH6252_MARKER: DD = SURVEY DISK
 AH6252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6252_STAMPING: DUB 02
 AH6252_MARK LOGO: LA-109
 AH6252_PROJECTION: FLUSH
 AH6252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6252+STABILITY: SURFACE MOTION
 AH6252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6252+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6252
 AH6252  HISTORY     - Date     Condition        Report By
 AH6252  HISTORY     - 1995     MONUMENTED       MPHI
 AH6252
 AH6252                          STATION DESCRIPTION
 AH6252
 AH6252'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6252'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6252'24 FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH HWY 90 WEST.  TURN RIGHT
 AH6252'ON HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY
 AH6252'315.  TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN
 AH6252'LEFT ON HWY 315 AND TRAVEL SOUTH FOR 1.0 MI (1.6 KM) TO THE MARK ON
 AH6252'THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6252'17.40 FT (5.30 M) WEST OF THE CENTERLINE OF HWY 315, 21.20 FT (6.46 M)
 AH6252'SOUTH OF THE END OF THE CONCRETE CULVERT, AND 33.0 FT (10.1 M)
 AH6252'SOUTHEAST OF THE POWER POLE WITH LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6260 ***********************************************************************
 AH6260  DESIGNATION -  DUB 03
 AH6260  PID         -  AH6260
 AH6260  STATE/COUNTY-  LA/TERREBONNE
 AH6260  USGS QUAD   -  HOUMA (1980)
 AH6260
 AH6260                         *CURRENT SURVEY CONTROL
 AH6260  ___________________________________________________________________
 AH6260* NAD 83(1992)-  29 32 43.78874(N)    090 43 05.75659(W)     ADJUSTED  
 AH6260* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6260  **This station is located in a subsidence area (see below).
 AH6260  ___________________________________________________________________
 AH6260  X           -     -69,614.319 (meters)                     COMP
 AH6260  Y           -  -5,552,816.494 (meters)                     COMP
 AH6260  Z           -   3,126,631.112 (meters)                     COMP
 AH6260  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6260  ELLIP HEIGHT-         -24.14  (meters)          (02/21/02) GPS OBS
 AH6260  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AH6260
 AH6260  HORZ ORDER  -  FIRST
 AH6260  ELLP ORDER  -  FIFTH     CLASS I
 AH6260
 AH6260.The horizontal coordinates were established by GPS observations
 AH6260.and adjusted by the National Geodetic Survey in December 1998..
 AH6260
 AH6260 ** The orthometric height has not been validated since last determined
 AH6260 ** by differential leveling and should not be used for control purposes.
 AH6260 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6260 ** area with valid NAVD 88 orthometric heights.
 AH6260 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6260 ** epoch indicated which incorporates improved geoid heights for the
 AH6260 ** Southern Louisiana Subsidence area.
 AH6260 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6260.The orthometric height was determined by GPS observations and a
 AH6260.high-resolution geoid model.
 AH6260
 AH6260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6260
 AH6260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6260
 AH6260.The ellipsoidal height was determined by GPS observations
 AH6260.and is referenced to NAD 83.
 AH6260
 AH6260.The geoid height was determined by GEOID03.
 AH6260
 AH6260;                    North         East     Units Scale Factor Converg.
 AH6260;SPC LA S     -   116,048.565 1,059,611.302   MT  0.99995711   +0 18 27.1
 AH6260;SPC LA S     -   380,736.00  3,476,408.08   sFT  0.99995711   +0 18 27.1
 AH6260;UTM  15      - 3,270,596.076   721,094.111   MT  1.00020319   +1 07 32.2
 AH6260
 AH6260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6260!SPC LA S     -   1.00000379  x   0.99995711  =   0.99996090
 AH6260!UTM  15      -   1.00000379  x   1.00020319  =   1.00020698
 AH6260
 AH6260:                Primary Azimuth Mark                     Grid Az
 AH6260:SPC LA S     -  DUB 04                                   186 04 04.7
 AH6260:UTM  15      -  DUB 04                                   185 14 59.6
 AH6260
 AH6260|---------------------------------------------------------------------|
 AH6260| PID    Reference Object                     Distance      Geod. Az  |
 AH6260|                                                           dddmmss.s |
 AH6260| AH6254 DUB 04                              APPROX. 0.8 KM 1862231.8 |
 AH6260| AH6252 DUB 02                              APPROX. 0.8 KM 3545650.5 |
 AH6260|---------------------------------------------------------------------|
 AH6260
 AH6260                          SUPERSEDED SURVEY CONTROL
 AH6260
 AH6260  ELLIP H (12/17/98)  -24.10   (m)                       GP(       ) 4 2
 AH6260
 AH6260.Superseded values are not recommended for survey control.
 AH6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6260.See file dsdata.txt to determine how the superseded data were derived.
 AH6260
 AH6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2109470596(NAD 83)
 AH6260_MARKER: DD = SURVEY DISK
 AH6260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6260_STAMPING: DUB 03
 AH6260_MARK LOGO: LA-109
 AH6260_PROJECTION: FLUSH
 AH6260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6260+STABILITY: SURFACE MOTION
 AH6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6260+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6260
 AH6260  HISTORY     - Date     Condition        Report By
 AH6260  HISTORY     - 1995     MONUMENTED       MPHI
 AH6260
 AH6260                          STATION DESCRIPTION
 AH6260
 AH6260'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6260'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6260'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT AND
 AH6260'TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315. TRAVEL
 AH6260'SOUTH ON HWY 315 FOR FOR 1.0 MI (1.6 KM) TO A STOP SIGN.  TURN LEFT ON
 AH6260'HWY 315 AND TRAVEL SOUTH FOR 1.5 MI (2.4 KM) TO THE STATION ON THE
 AH6260'RIGHT.  THE STATION IS A 2INCH DISK IN CONCRETE. THE STATION IS 24.30
 AH6260'FT (7.41 M) NORTH OF THE CENTERLINE OF COMMERCIAL DRIVE, 74.80 FT
 AH6260'(22.80 M) NORTHEAST OF THE FIRE HYDRANT, 11.40 FT (3.47 M) NORTHEAST
 AH6260'OF THE POWER POLE WITH LIGHT, 35.80 FT (10.91 M) WEST OF THE
 AH6260'CENTERLINE OF HWY 315, AND 18.60 FT (5.67 M) SOUTHWEST OF THE END OF
 AH6260'THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6254 ***********************************************************************
 AH6254  DESIGNATION -  DUB 04
 AH6254  PID         -  AH6254
 AH6254  STATE/COUNTY-  LA/TERREBONNE
 AH6254  USGS QUAD   -  HOUMA (1980)
 AH6254
 AH6254                         *CURRENT SURVEY CONTROL
 AH6254  ___________________________________________________________________
 AH6254* NAD 83(1992)-  29 32 18.73204(N)    090 43 08.95823(W)     ADJUSTED  
 AH6254* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6254  **This station is located in a subsidence area (see below).
 AH6254  ___________________________________________________________________
 AH6254  X           -     -69,705.287 (meters)                     COMP
 AH6254  Y           -  -5,553,196.014 (meters)                     COMP
 AH6254  Z           -   3,125,960.046 (meters)                     COMP
 AH6254  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6254  ELLIP HEIGHT-         -23.87  (meters)          (02/21/02) GPS OBS
 AH6254  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AH6254
 AH6254  HORZ ORDER  -  FIRST
 AH6254  ELLP ORDER  -  FIFTH     CLASS I
 AH6254
 AH6254.The horizontal coordinates were established by GPS observations
 AH6254.and adjusted by the National Geodetic Survey in December 1998..
 AH6254
 AH6254 ** The orthometric height has not been validated since last determined
 AH6254 ** by differential leveling and should not be used for control purposes.
 AH6254 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6254 ** area with valid NAVD 88 orthometric heights.
 AH6254 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6254 ** epoch indicated which incorporates improved geoid heights for the
 AH6254 ** Southern Louisiana Subsidence area.
 AH6254 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6254.The orthometric height was determined by GPS observations and a
 AH6254.high-resolution geoid model.
 AH6254
 AH6254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6254
 AH6254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6254
 AH6254.The ellipsoidal height was determined by GPS observations
 AH6254.and is referenced to NAD 83.
 AH6254
 AH6254.The geoid height was determined by GEOID03.
 AH6254
 AH6254;                    North         East     Units Scale Factor Converg.
 AH6254;SPC LA S     -   115,276.645 1,059,529.244   MT  0.99995808   +0 18 25.5
 AH6254;SPC LA S     -   378,203.46  3,476,138.86   sFT  0.99995808   +0 18 25.5
 AH6254;UTM  15      - 3,269,822.874   721,023.063   MT  1.00020280   +1 07 29.8
 AH6254
 AH6254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6254!SPC LA S     -   1.00000375  x   0.99995808  =   0.99996183
 AH6254!UTM  15      -   1.00000375  x   1.00020280  =   1.00020655
 AH6254
 AH6254:                Primary Azimuth Mark                     Grid Az
 AH6254:SPC LA S     -  DUB 03                                   006 04 04.7
 AH6254:UTM  15      -  DUB 03                                   005 15 00.4
 AH6254
 AH6254|---------------------------------------------------------------------|
 AH6254| PID    Reference Object                     Distance      Geod. Az  |
 AH6254|                                                           dddmmss.s |
 AH6254| AH6260 DUB 03                              APPROX. 0.8 KM 0062230.2 |
 AH6254|---------------------------------------------------------------------|
 AH6254
 AH6254                          SUPERSEDED SURVEY CONTROL
 AH6254
 AH6254  ELLIP H (12/17/98)  -23.82   (m)                       GP(       ) 4 2
 AH6254
 AH6254.Superseded values are not recommended for survey control.
 AH6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6254.See file dsdata.txt to determine how the superseded data were derived.
 AH6254
 AH6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2102369823(NAD 83)
 AH6254_MARKER: DD = SURVEY DISK
 AH6254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6254_STAMPING: DUB 04
 AH6254_MARK LOGO: LA-109
 AH6254_PROJECTION: FLUSH
 AH6254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6254+STABILITY: SURFACE MOTION
 AH6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6254+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6254
 AH6254  HISTORY     - Date     Condition        Report By
 AH6254  HISTORY     - 1995     MONUMENTED       MPHI
 AH6254
 AH6254                          STATION DESCRIPTION
 AH6254
 AH6254'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6254'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6254'24 FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH HWY 90 WEST.  TURN RIGHT
 AH6254'ON HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY
 AH6254'315.  TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN
 AH6254'LEFT ON HWY 315 AND TRAVEL SOUTH FOR 2.0 MI (3.2 KM) TO THE STATION ON
 AH6254'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6254'22.60 FT (6.89 M) SOUTHEAST OF THE CENTERLINE OF HWY 315, 63.20 FT
 AH6254'(19.26 M) SOUTHWEST OF THE CHAINLINK FENCE CORNER, 22.0 FT (6.7 M)
 AH6254'NORTHWEST OF THE PIPE RAIL FENCE, AND 72.70 FT (22.16 M) NORTHEAST
 AH6254'FROM THE STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6256 ***********************************************************************
 AH6256  DESIGNATION -  DUB 05
 AH6256  PID         -  AH6256
 AH6256  STATE/COUNTY-  LA/TERREBONNE
 AH6256  USGS QUAD   -  HOUMA (1980)
 AH6256
 AH6256                         *CURRENT SURVEY CONTROL
 AH6256  ___________________________________________________________________
 AH6256* NAD 83(1992)-  29 32 03.24542(N)    090 43 29.12758(W)     ADJUSTED  
 AH6256* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6256  **This station is located in a subsidence area (see below).
 AH6256  ___________________________________________________________________
 AH6256  X           -     -70,251.276 (meters)                     COMP
 AH6256  Y           -  -5,553,424.490 (meters)                     COMP
 AH6256  Z           -   3,125,545.333 (meters)                     COMP
 AH6256  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6256  ELLIP HEIGHT-         -23.56  (meters)          (02/21/02) GPS OBS
 AH6256  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AH6256
 AH6256  HORZ ORDER  -  FIRST
 AH6256  ELLP ORDER  -  FIFTH     CLASS I
 AH6256
 AH6256.The horizontal coordinates were established by GPS observations
 AH6256.and adjusted by the National Geodetic Survey in December 1998..
 AH6256
 AH6256 ** The orthometric height has not been validated since last determined
 AH6256 ** by differential leveling and should not be used for control purposes.
 AH6256 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6256 ** area with valid NAVD 88 orthometric heights.
 AH6256 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6256 ** epoch indicated which incorporates improved geoid heights for the
 AH6256 ** Southern Louisiana Subsidence area.
 AH6256 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6256.The orthometric height was determined by GPS observations and a
 AH6256.high-resolution geoid model.
 AH6256
 AH6256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6256
 AH6256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6256
 AH6256.The ellipsoidal height was determined by GPS observations
 AH6256.and is referenced to NAD 83.
 AH6256
 AH6256.The geoid height was determined by GEOID03.
 AH6256
 AH6256;                    North         East     Units Scale Factor Converg.
 AH6256;SPC LA S     -   114,796.939 1,058,988.750   MT  0.99995868   +0 18 15.5
 AH6256;SPC LA S     -   376,629.62  3,474,365.59   sFT  0.99995868   +0 18 15.5
 AH6256;UTM  15      - 3,269,335.383   720,489.341   MT  1.00019990   +1 07 19.3
 AH6256
 AH6256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6256!SPC LA S     -   1.00000370  x   0.99995868  =   0.99996238
 AH6256!UTM  15      -   1.00000370  x   1.00019990  =   1.00020360
 AH6256
 AH6256:                Primary Azimuth Mark                     Grid Az
 AH6256:SPC LA S     -  DUB 04                                   048 24 35.6
 AH6256:UTM  15      -  DUB 04                                   047 35 31.8
 AH6256
 AH6256|---------------------------------------------------------------------|
 AH6256| PID    Reference Object                     Distance      Geod. Az  |
 AH6256|                                                           dddmmss.s |
 AH6256| AH6254 DUB 04                              APPROX. 0.7 KM 0484251.1 |
 AH6256| AH6257 DUB 06                              APPROX. 0.8 KM 2311324.5 |
 AH6256|---------------------------------------------------------------------|
 AH6256
 AH6256                          SUPERSEDED SURVEY CONTROL
 AH6256
 AH6256  ELLIP H (12/17/98)  -23.52   (m)                       GP(       ) 4 2
 AH6256
 AH6256.Superseded values are not recommended for survey control.
 AH6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6256.See file dsdata.txt to determine how the superseded data were derived.
 AH6256
 AH6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2048969335(NAD 83)
 AH6256_MARKER: DD = SURVEY DISK
 AH6256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6256_STAMPING: DUB 05
 AH6256_MARK LOGO: LA-109
 AH6256_PROJECTION: FLUSH
 AH6256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6256+STABILITY: SURFACE MOTION
 AH6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6256+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6256
 AH6256  HISTORY     - Date     Condition        Report By
 AH6256  HISTORY     - 1995     MONUMENTED       MPHI
 AH6256
 AH6256                          STATION DESCRIPTION
 AH6256
 AH6256'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6256'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6256'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6256'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6256'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6256'ON HWY 315 AND TRAVEL SOUTH FOR 2.5 MI (4.0 KM) TO THE STATION ON THE
 AH6256'RIGHT.  THE STATION IS  A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6256'24.50 FT (7.47 M) NORTHWEST OF THE CENTERLINE OF HWY 315, 18.50 FT
 AH6256'(5.64 M) SOUTHWEST OF THE CENTERLINE OF THE DRAINAGE CULVERT (CEMENT),
 AH6256'117.0 FT (35.7 M) NORTHEAST OF THE CENTERLINE OF THE SHELL DRIVEWAY,
 AH6256'76.8 FT (23.4 M) SOUTHEAST OF THE 48 INCH PECAN TREE, AND 100.90 FT
 AH6256'(30.75 M) SOUTHWEST OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6257 ***********************************************************************
 AH6257  DESIGNATION -  DUB 06
 AH6257  PID         -  AH6257
 AH6257  STATE/COUNTY-  LA/TERREBONNE
 AH6257  USGS QUAD   -  HOUMA (1980)
 AH6257
 AH6257                         *CURRENT SURVEY CONTROL
 AH6257  ___________________________________________________________________
 AH6257* NAD 83(1992)-  29 31 46.90144(N)    090 43 52.39030(W)     ADJUSTED  
 AH6257* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6257  **This station is located in a subsidence area (see below).
 AH6257  ___________________________________________________________________
 AH6257  X           -     -70,880.754 (meters)                     COMP
 AH6257  Y           -  -5,553,664.003 (meters)                     COMP
 AH6257  Z           -   3,125,107.165 (meters)                     COMP
 AH6257  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6257  ELLIP HEIGHT-         -24.20  (meters)          (02/21/02) GPS OBS
 AH6257  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AH6257
 AH6257  HORZ ORDER  -  FIRST
 AH6257  ELLP ORDER  -  FIFTH     CLASS I
 AH6257
 AH6257.The horizontal coordinates were established by GPS observations
 AH6257.and adjusted by the National Geodetic Survey in December 1998..
 AH6257
 AH6257 ** The orthometric height has not been validated since last determined
 AH6257 ** by differential leveling and should not be used for control purposes.
 AH6257 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6257 ** area with valid NAVD 88 orthometric heights.
 AH6257 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6257 ** epoch indicated which incorporates improved geoid heights for the
 AH6257 ** Southern Louisiana Subsidence area.
 AH6257 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6257.The orthometric height was determined by GPS observations and a
 AH6257.high-resolution geoid model.
 AH6257
 AH6257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6257
 AH6257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6257
 AH6257.The ellipsoidal height was determined by GPS observations
 AH6257.and is referenced to NAD 83.
 AH6257
 AH6257.The geoid height was determined by GEOID03.
 AH6257
 AH6257;                    North         East     Units Scale Factor Converg.
 AH6257;SPC LA S     -   114,290.423 1,058,365.056   MT  0.99995933   +0 18 03.8
 AH6257;SPC LA S     -   374,967.83  3,472,319.35   sFT  0.99995933   +0 18 03.8
 AH6257;UTM  15      - 3,268,819.896   719,872.792   MT  1.00019655   +1 07 07.2
 AH6257
 AH6257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6257!SPC LA S     -   1.00000380  x   0.99995933  =   0.99996313
 AH6257!UTM  15      -   1.00000380  x   1.00019655  =   1.00020035
 AH6257
 AH6257:                Primary Azimuth Mark                     Grid Az
 AH6257:SPC LA S     -  DUB 07                                   235 50 57.8
 AH6257:UTM  15      -  DUB 07                                   235 01 54.4
 AH6257
 AH6257|---------------------------------------------------------------------|
 AH6257| PID    Reference Object                     Distance      Geod. Az  |
 AH6257|                                                           dddmmss.s |
 AH6257| AH6262 DUB 07                              APPROX. 0.8 KM 2360901.6 |
 AH6257|---------------------------------------------------------------------|
 AH6257
 AH6257                          SUPERSEDED SURVEY CONTROL
 AH6257
 AH6257  ELLIP H (12/17/98)  -24.16   (m)                       GP(       ) 4 2
 AH6257
 AH6257.Superseded values are not recommended for survey control.
 AH6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6257.See file dsdata.txt to determine how the superseded data were derived.
 AH6257
 AH6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1987368820(NAD 83)
 AH6257_MARKER: DD = SURVEY DISK
 AH6257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6257_STAMPING: DUB 06
 AH6257_MARK LOGO: LA-109
 AH6257_PROJECTION: FLUSH
 AH6257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6257+STABILITY: SURFACE MOTION
 AH6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6257+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6257
 AH6257  HISTORY     - Date     Condition        Report By
 AH6257  HISTORY     - 1995     MONUMENTED       MPHI
 AH6257
 AH6257                          STATION DESCRIPTION
 AH6257
 AH6257'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6257'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6257'24 FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH HWY 90 WEST.  TURN RIGHT
 AH6257'ON HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY
 AH6257'315.  TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN
 AH6257'LEFT ON HWY 315 AND TRAVEL SOUTH FOR 3.0 MI (4.8 KM) TO THE STATION ON
 AH6257'THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6257'203.60 FT (62.06 M) SOUTHWEST OF THE POWER POLE, 30.40 FT (9.27 M)
 AH6257'NORTHWEST FROM THE CENTERLINE OF HWY 315, 166.20 FT (50.66 M)
 AH6257'NORTHEAST FROM THE POWER POLE, AND 23.70 FT (7.22 M) SOUTHEAST FROM
 AH6257'THE EDGE OF BAYOU DULARGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6262 ***********************************************************************
 AH6262  DESIGNATION -  DUB 07
 AH6262  PID         -  AH6262
 AH6262  STATE/COUNTY-  LA/TERREBONNE
 AH6262  USGS QUAD   -  HOUMA (1980)
 AH6262
 AH6262                         *CURRENT SURVEY CONTROL
 AH6262  ___________________________________________________________________
 AH6262* NAD 83(1992)-  29 31 32.89461(N)    090 44 16.26842(W)     ADJUSTED  
 AH6262* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6262  **This station is located in a subsidence area (see below).
 AH6262  ___________________________________________________________________
 AH6262  X           -     -71,526.410 (meters)                     COMP
 AH6262  Y           -  -5,553,868.509 (meters)                     COMP
 AH6262  Z           -   3,124,732.032 (meters)                     COMP
 AH6262  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6262  ELLIP HEIGHT-         -23.95  (meters)          (02/21/02) GPS OBS
 AH6262  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AH6262
 AH6262  HORZ ORDER  -  FIRST
 AH6262  ELLP ORDER  -  FIFTH     CLASS I
 AH6262
 AH6262.The horizontal coordinates were established by GPS observations
 AH6262.and adjusted by the National Geodetic Survey in December 1998..
 AH6262
 AH6262 ** The orthometric height has not been validated since last determined
 AH6262 ** by differential leveling and should not be used for control purposes.
 AH6262 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6262 ** area with valid NAVD 88 orthometric heights.
 AH6262 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6262 ** epoch indicated which incorporates improved geoid heights for the
 AH6262 ** Southern Louisiana Subsidence area.
 AH6262 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6262.The orthometric height was determined by GPS observations and a
 AH6262.high-resolution geoid model.
 AH6262
 AH6262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6262
 AH6262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6262
 AH6262.The ellipsoidal height was determined by GPS observations
 AH6262.and is referenced to NAD 83.
 AH6262
 AH6262.The geoid height was determined by GEOID03.
 AH6262
 AH6262;                    North         East     Units Scale Factor Converg.
 AH6262;SPC LA S     -   113,855.815 1,057,724.361   MT  0.99995988   +0 17 51.9
 AH6262;SPC LA S     -   373,541.95  3,470,217.34   sFT  0.99995988   +0 17 51.9
 AH6262;UTM  15      - 3,268,376.085   719,238.214   MT  1.00019311   +1 06 55.0
 AH6262
 AH6262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6262!SPC LA S     -   1.00000376  x   0.99995988  =   0.99996364
 AH6262!UTM  15      -   1.00000376  x   1.00019311  =   1.00019687
 AH6262
 AH6262:                Primary Azimuth Mark                     Grid Az
 AH6262:SPC LA S     -  DUB 06                                   055 50 58.0
 AH6262:UTM  15      -  DUB 06                                   055 01 54.9
 AH6262
 AH6262|---------------------------------------------------------------------|
 AH6262| PID    Reference Object                     Distance      Geod. Az  |
 AH6262|                                                           dddmmss.s |
 AH6262| AH6257 DUB 06                              APPROX. 0.8 KM 0560849.9 |
 AH6262| AH6264 DUB 08                              APPROX. 0.8 KM 2271916.7 |
 AH6262|---------------------------------------------------------------------|
 AH6262
 AH6262                          SUPERSEDED SURVEY CONTROL
 AH6262
 AH6262  ELLIP H (12/17/98)  -23.91   (m)                       GP(       ) 4 2
 AH6262
 AH6262.Superseded values are not recommended for survey control.
 AH6262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6262.See file dsdata.txt to determine how the superseded data were derived.
 AH6262
 AH6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1923868376(NAD 83)
 AH6262_MARKER: DD = SURVEY DISK
 AH6262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6262_STAMPING: DUB 07
 AH6262_MARK LOGO: LA-109
 AH6262_PROJECTION: FLUSH
 AH6262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6262+STABILITY: SURFACE MOTION
 AH6262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6262+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6262
 AH6262  HISTORY     - Date     Condition        Report By
 AH6262  HISTORY     - 1995     MONUMENTED       MPHI
 AH6262
 AH6262                          STATION DESCRIPTION
 AH6262
 AH6262'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6262'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6262'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6262'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6262'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6262'ON HWY 315 AND TRAVEL SOUTH FOR 3.5 MI (5.6 KM) TO THE STATION ON THE
 AH6262'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 49.5
 AH6262'FT (15.1 M) NORTHEAST OF THE POWER POLE WITH LIGHT, 35.5 FT (10.8 M)
 AH6262'NORTHEAST FROM THE CENTERLINE OF THE DRIVEWAY, 11.70 FT (3.57 M)
 AH6262'SOUTHEAST FROM THE EDGE OF BAYOU DULARGE, AND 28.80 FT (8.78 M)
 AH6262'NORTHWEST FROM THE CENTERLINE OF HWY 315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6264 ***********************************************************************
 AH6264  DESIGNATION -  DUB 08
 AH6264  PID         -  AH6264
 AH6264  STATE/COUNTY-  LA/TERREBONNE
 AH6264  USGS QUAD   -  HOUMA (1980)
 AH6264
 AH6264                         *CURRENT SURVEY CONTROL
 AH6264  ___________________________________________________________________
 AH6264* NAD 83(1992)-  29 31 14.85336(N)    090 44 38.63837(W)     ADJUSTED  
 AH6264* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6264  **This station is located in a subsidence area (see below).
 AH6264  ___________________________________________________________________
 AH6264  X           -     -72,132.294 (meters)                     COMP
 AH6264  Y           -  -5,554,134.334 (meters)                     COMP
 AH6264  Z           -   3,124,248.615 (meters)                     COMP
 AH6264  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6264  ELLIP HEIGHT-         -24.06  (meters)          (02/21/02) GPS OBS
 AH6264  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH6264
 AH6264  HORZ ORDER  -  FIRST
 AH6264  ELLP ORDER  -  FIFTH     CLASS I
 AH6264
 AH6264.The horizontal coordinates were established by GPS observations
 AH6264.and adjusted by the National Geodetic Survey in December 1998..
 AH6264
 AH6264 ** The orthometric height has not been validated since last determined
 AH6264 ** by differential leveling and should not be used for control purposes.
 AH6264 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6264 ** area with valid NAVD 88 orthometric heights.
 AH6264 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6264 ** epoch indicated which incorporates improved geoid heights for the
 AH6264 ** Southern Louisiana Subsidence area.
 AH6264 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6264.The orthometric height was determined by GPS observations and a
 AH6264.high-resolution geoid model.
 AH6264
 AH6264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6264
 AH6264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6264
 AH6264.The ellipsoidal height was determined by GPS observations
 AH6264.and is referenced to NAD 83.
 AH6264
 AH6264.The geoid height was determined by GEOID03.
 AH6264
 AH6264;                    North         East     Units Scale Factor Converg.
 AH6264;SPC LA S     -   113,297.238 1,057,124.866   MT  0.99996061   +0 17 40.7
 AH6264;SPC LA S     -   371,709.36  3,468,250.50   sFT  0.99996061   +0 17 40.7
 AH6264;UTM  15      - 3,267,808.881   718,646.612   MT  1.00018991   +1 06 43.3
 AH6264
 AH6264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6264!SPC LA S     -   1.00000378  x   0.99996061  =   0.99996439
 AH6264!UTM  15      -   1.00000378  x   1.00018991  =   1.00019369
 AH6264
 AH6264:                Primary Azimuth Mark                     Grid Az
 AH6264:SPC LA S     -  DUB 07                                   047 01 25.0
 AH6264:UTM  15      -  DUB 07                                   046 12 22.4
 AH6264
 AH6264|---------------------------------------------------------------------|
 AH6264| PID    Reference Object                     Distance      Geod. Az  |
 AH6264|                                                           dddmmss.s |
 AH6264| AH6262 DUB 07                              APPROX. 0.8 KM 0471905.7 |
 AH6264|---------------------------------------------------------------------|
 AH6264
 AH6264                          SUPERSEDED SURVEY CONTROL
 AH6264
 AH6264  ELLIP H (12/17/98)  -24.02   (m)                       GP(       ) 4 2
 AH6264
 AH6264.Superseded values are not recommended for survey control.
 AH6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6264.See file dsdata.txt to determine how the superseded data were derived.
 AH6264
 AH6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1864767809(NAD 83)
 AH6264_MARKER: DD = SURVEY DISK
 AH6264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6264_STAMPING: DUB 08
 AH6264_MARK LOGO: LA-109
 AH6264_PROJECTION: FLUSH
 AH6264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6264+STABILITY: SURFACE MOTION
 AH6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6264+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6264
 AH6264  HISTORY     - Date     Condition        Report By
 AH6264  HISTORY     - 1995     MONUMENTED       MPHI
 AH6264
 AH6264                          STATION DESCRIPTION
 AH6264
 AH6264'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6264'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6264'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6264'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6264'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO STOP SIGN.  TURN LEFT
 AH6264'ON HWY 315 AND TRAVEL SOUTH FOR 4.0 MI (6.4 KM) TO THE STATION ON THE
 AH6264'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 30.40
 AH6264'FT (9.27 M) NORTHEAST FROM THE CENTERLINE OF SHELL ROAD, 32.50 FT
 AH6264'(9.91 M) SOUTHEAST FROM THE CENTERLINE OF HWY 315, 74.30 FT (22.65 M)
 AH6264'SOUTHEAST TO THE POWER POLE, 54.20 FT (16.52 M) NORTH FROM THE
 AH6264'U.G.P.L. CROSSING VENT, 134.40 FT (40.97 M) NORTHWEST FROM THE
 AH6264'SOUTHWEST CORNER OF DULARGE MIDDLE SCHOOL TREATMENT PLANT, AND 30.70
 AH6264'FT (9.36 M) NORTHWEST FROM THE WATER METER COVER (1 FT X 2 INCHES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6272 ***********************************************************************
 AH6272  DESIGNATION -  DUB 09
 AH6272  PID         -  AH6272
 AH6272  STATE/COUNTY-  LA/TERREBONNE
 AH6272  USGS QUAD   -  LAKE THERIOT (1994)
 AH6272
 AH6272                         *CURRENT SURVEY CONTROL
 AH6272  ___________________________________________________________________
 AH6272* NAD 83(1992)-  29 29 49.88154(N)    090 45 05.93056(W)     ADJUSTED  
 AH6272* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6272  **This station is located in a subsidence area (see below).
 AH6272  ___________________________________________________________________
 AH6272  X           -     -72,884.111 (meters)                     COMP
 AH6272  Y           -  -5,555,414.070 (meters)                     COMP
 AH6272  Z           -   3,121,972.158 (meters)                     COMP
 AH6272  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6272  ELLIP HEIGHT-         -23.18  (meters)          (02/21/02) GPS OBS
 AH6272  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AH6272
 AH6272  HORZ ORDER  -  FIRST
 AH6272  ELLP ORDER  -  FIFTH     CLASS I
 AH6272
 AH6272.The horizontal coordinates were established by GPS observations
 AH6272.and adjusted by the National Geodetic Survey in December 1998..
 AH6272
 AH6272 ** The orthometric height has not been validated since last determined
 AH6272 ** by differential leveling and should not be used for control purposes.
 AH6272 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6272 ** area with valid NAVD 88 orthometric heights.
 AH6272 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6272 ** epoch indicated which incorporates improved geoid heights for the
 AH6272 ** Southern Louisiana Subsidence area.
 AH6272 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6272.The orthometric height was determined by GPS observations and a
 AH6272.high-resolution geoid model.
 AH6272
 AH6272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6272
 AH6272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6272
 AH6272.The ellipsoidal height was determined by GPS observations
 AH6272.and is referenced to NAD 83.
 AH6272
 AH6272.The geoid height was determined by GEOID03.
 AH6272
 AH6272;                    North         East     Units Scale Factor Converg.
 AH6272;SPC LA S     -   110,677.328 1,056,403.218   MT  0.99996412   +0 17 27.1
 AH6272;SPC LA S     -   363,113.87  3,465,882.89   sFT  0.99996412   +0 17 27.1
 AH6272;UTM  15      - 3,265,178.354   717,962.240   MT  1.00018623   +1 06 26.9
 AH6272
 AH6272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6272!SPC LA S     -   1.00000364  x   0.99996412  =   0.99996776
 AH6272!UTM  15      -   1.00000364  x   1.00018623  =   1.00018987
 AH6272
 AH6272                          SUPERSEDED SURVEY CONTROL
 AH6272
 AH6272  ELLIP H (12/17/98)  -23.16   (m)                       GP(       ) 4 2
 AH6272
 AH6272.Superseded values are not recommended for survey control.
 AH6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6272.See file dsdata.txt to determine how the superseded data were derived.
 AH6272
 AH6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1796265178(NAD 83)
 AH6272_MARKER: DD = SURVEY DISK
 AH6272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6272_STAMPING: DUB 09
 AH6272_MARK LOGO: LA-109
 AH6272_PROJECTION: FLUSH
 AH6272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6272+STABILITY: SURFACE MOTION
 AH6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6272+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6272
 AH6272  HISTORY     - Date     Condition        Report By
 AH6272  HISTORY     - 1995     MONUMENTED       MPHI
 AH6272
 AH6272                          STATION DESCRIPTION
 AH6272
 AH6272'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6272'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6272'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6272'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6272'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6272'ON HWY 315 AND TRAVEL SOUTH FOR 5.8 MI (9.3 KM) TO THE STATION ON THE
 AH6272'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 19.40
 AH6272'FT (5.91 M) S0UTHWEST FROM THE CENTERLINE OF HWY 315,82.60 FT (25.18
 AH6272'M) NORTHWEST OF THE 2 INCH IRON PIPE FENCE CORNER, 90.30 FT (27.52 M)
 AH6272'NORTHWEST FROM THE POWER POLE, 30.40 FT (9.27 M) NORTHEAST FROM BAYOU
 AH6272'DULARGE, 172.60 FT (52.61 M) SOUTHEAST FROM THE POWER POLE, AND 117.0
 AH6272'FT (35.7 M) SOUTHWEST FROM THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6273 ***********************************************************************
 AH6273  DESIGNATION -  DUB 10
 AH6273  PID         -  AH6273
 AH6273  STATE/COUNTY-  LA/TERREBONNE
 AH6273  USGS QUAD   -  DULAC (1994)
 AH6273
 AH6273                         *CURRENT SURVEY CONTROL
 AH6273  ___________________________________________________________________
 AH6273* NAD 83(1992)-  29 29 23.48504(N)    090 44 53.96525(W)     ADJUSTED  
 AH6273* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6273  **This station is located in a subsidence area (see below).
 AH6273  ___________________________________________________________________
 AH6273  X           -     -72,567.062 (meters)                     COMP
 AH6273  Y           -  -5,555,817.736 (meters)                     COMP
 AH6273  Z           -   3,121,264.367 (meters)                     COMP
 AH6273  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6273  ELLIP HEIGHT-         -23.93  (meters)          (02/21/02) GPS OBS
 AH6273  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AH6273
 AH6273  HORZ ORDER  -  FIRST
 AH6273  ELLP ORDER  -  FIFTH     CLASS I
 AH6273
 AH6273.The horizontal coordinates were established by GPS observations
 AH6273.and adjusted by the National Geodetic Survey in December 1998..
 AH6273
 AH6273 ** The orthometric height has not been validated since last determined
 AH6273 ** by differential leveling and should not be used for control purposes.
 AH6273 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6273 ** area with valid NAVD 88 orthometric heights.
 AH6273 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6273 ** epoch indicated which incorporates improved geoid heights for the
 AH6273 ** Southern Louisiana Subsidence area.
 AH6273 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6273.The orthometric height was determined by GPS observations and a
 AH6273.high-resolution geoid model.
 AH6273
 AH6273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6273
 AH6273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6273
 AH6273.The ellipsoidal height was determined by GPS observations
 AH6273.and is referenced to NAD 83.
 AH6273
 AH6273.The geoid height was determined by GEOID03.
 AH6273
 AH6273;                    North         East     Units Scale Factor Converg.
 AH6273;SPC LA S     -   109,866.260 1,056,729.647   MT  0.99996524   +0 17 33.0
 AH6273;SPC LA S     -   360,452.89  3,466,953.85   sFT  0.99996524   +0 17 33.0
 AH6273;UTM  15      - 3,264,371.840   718,300.269   MT  1.00018805   +1 06 31.9
 AH6273
 AH6273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6273!SPC LA S     -   1.00000376  x   0.99996524  =   0.99996900
 AH6273!UTM  15      -   1.00000376  x   1.00018805  =   1.00019181
 AH6273
 AH6273:                Primary Azimuth Mark                     Grid Az
 AH6273:SPC LA S     -  DUB 11                                   176 48 11.2
 AH6273:UTM  15      -  DUB 11                                   175 59 12.3
 AH6273
 AH6273|---------------------------------------------------------------------|
 AH6273| PID    Reference Object                     Distance      Geod. Az  |
 AH6273|                                                           dddmmss.s |
 AH6273| AH6274 DUB 11                              APPROX. 0.9 KM 1770544.2 |
 AH6273|---------------------------------------------------------------------|
 AH6273
 AH6273                          SUPERSEDED SURVEY CONTROL
 AH6273
 AH6273  ELLIP H (12/17/98)  -23.90   (m)                       GP(       ) 4 2
 AH6273
 AH6273.Superseded values are not recommended for survey control.
 AH6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6273.See file dsdata.txt to determine how the superseded data were derived.
 AH6273
 AH6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1830064372(NAD 83)
 AH6273_MARKER: DD = SURVEY DISK
 AH6273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6273_STAMPING: DUB 10
 AH6273_MARK LOGO: LA-109
 AH6273_PROJECTION: FLUSH
 AH6273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6273+STABILITY: SURFACE MOTION
 AH6273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6273+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6273
 AH6273  HISTORY     - Date     Condition        Report By
 AH6273  HISTORY     - 1995     MONUMENTED       MPHI
 AH6273
 AH6273                          STATION DESCRIPTION
 AH6273
 AH6273'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6273'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6273'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6273'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6273'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6273'ON HWY 315 AND TRAVEL SOUTH FOR 6.3 MI (10.1 KM) TO THE STATION ON THE
 AH6273'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 79.0
 AH6273'FT (24.1 M) SOUTHEAST FROM THE POWER POLE, 93.0 FT (28.3 M) SOUTH FROM
 AH6273'THE CENTERLINE OF INTERSECTION OF ROCKY ROAD AND HWY 315, 22.80 FT
 AH6273'(6.95 M) WEST FROM THE CENTERLINE OF HWY 315, 167.30 FT (50.99 M)
 AH6273'NORTH FROM THE POWER POLE, AND 23.20 FT (7.07 M) EAST FROM THE EDGE OF
 AH6273'BAYOU DULARGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6274 ***********************************************************************
 AH6274  DESIGNATION -  DUB 11
 AH6274  PID         -  AH6274
 AH6274  STATE/COUNTY-  LA/TERREBONNE
 AH6274  USGS QUAD   -  DULAC (1994)
 AH6274
 AH6274                         *CURRENT SURVEY CONTROL
 AH6274  ___________________________________________________________________
 AH6274* NAD 83(1992)-  29 28 55.61757(N)    090 44 52.34935(W)     ADJUSTED  
 AH6274* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6274  **This station is located in a subsidence area (see below).
 AH6274  ___________________________________________________________________
 AH6274  X           -     -72,529.051 (meters)                     COMP
 AH6274  Y           -  -5,556,240.690 (meters)                     COMP
 AH6274  Z           -   3,120,517.517 (meters)                     COMP
 AH6274  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6274  ELLIP HEIGHT-         -23.83  (meters)          (02/21/02) GPS OBS
 AH6274  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AH6274
 AH6274  HORZ ORDER  -  FIRST
 AH6274  ELLP ORDER  -  FIFTH     CLASS I
 AH6274
 AH6274.The horizontal coordinates were established by GPS observations
 AH6274.and adjusted by the National Geodetic Survey in December 1998..
 AH6274
 AH6274 ** The orthometric height has not been validated since last determined
 AH6274 ** by differential leveling and should not be used for control purposes.
 AH6274 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6274 ** area with valid NAVD 88 orthometric heights.
 AH6274 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6274 ** epoch indicated which incorporates improved geoid heights for the
 AH6274 ** Southern Louisiana Subsidence area.
 AH6274 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6274.The orthometric height was determined by GPS observations and a
 AH6274.high-resolution geoid model.
 AH6274
 AH6274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6274
 AH6274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6274
 AH6274.The ellipsoidal height was determined by GPS observations
 AH6274.and is referenced to NAD 83.
 AH6274
 AH6274.The geoid height was determined by GEOID03.
 AH6274
 AH6274;                    North         East     Units Scale Factor Converg.
 AH6274;SPC LA S     -   109,008.485 1,056,777.557   MT  0.99996645   +0 17 33.9
 AH6274;SPC LA S     -   357,638.67  3,467,111.03   sFT  0.99996645   +0 17 33.9
 AH6274;UTM  15      - 3,263,514.644   718,360.407   MT  1.00018837   +1 06 31.8
 AH6274
 AH6274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6274!SPC LA S     -   1.00000374  x   0.99996645  =   0.99997019
 AH6274!UTM  15      -   1.00000374  x   1.00018837  =   1.00019211
 AH6274
 AH6274:                Primary Azimuth Mark                     Grid Az
 AH6274:SPC LA S     -  DUB 12                                   180 04 57.6
 AH6274:UTM  15      -  DUB 12                                   179 15 59.7
 AH6274
 AH6274|---------------------------------------------------------------------|
 AH6274| PID    Reference Object                     Distance      Geod. Az  |
 AH6274|                                                           dddmmss.s |
 AH6274| AH6276 DUB 12                              APPROX. 0.8 KM 1802231.5 |
 AH6274|---------------------------------------------------------------------|
 AH6274
 AH6274                          SUPERSEDED SURVEY CONTROL
 AH6274
 AH6274  ELLIP H (12/17/98)  -23.81   (m)                       GP(       ) 4 2
 AH6274
 AH6274.Superseded values are not recommended for survey control.
 AH6274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6274.See file dsdata.txt to determine how the superseded data were derived.
 AH6274
 AH6274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1836063515(NAD 83)
 AH6274_MARKER: DD = SURVEY DISK
 AH6274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6274_STAMPING: DUB 11
 AH6274_MARK LOGO: LA-109
 AH6274_PROJECTION: FLUSH
 AH6274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6274+STABILITY: SURFACE MOTION
 AH6274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6274+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6274
 AH6274  HISTORY     - Date     Condition        Report By
 AH6274  HISTORY     - 1995     MONUMENTED       MPHI
 AH6274
 AH6274                          STATION DESCRIPTION
 AH6274
 AH6274'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6274'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6274'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6274'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6274'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6274'ON HWY 315 AND TRAVEL SOUTH FOR 6.9 MI (11.1 KM) TO THE STATION ON THE
 AH6274'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 69.40
 AH6274'FT (21.15 M) SOUTH OF POWERPOLE, 123.30 FT (37.58 M) SOUTHWEST OF FIRE
 AH6274'HYDRANT, 19.60 FT (5.97 M) WEST OF CENTERLINE OF HWY 315, AND 208.60
 AH6274'FT (63.58 M) NORTHEAST OF THE POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6276 ***********************************************************************
 AH6276  DESIGNATION -  DUB 12
 AH6276  PID         -  AH6276
 AH6276  STATE/COUNTY-  LA/TERREBONNE
 AH6276  USGS QUAD   -  DULAC (1994)
 AH6276
 AH6276                         *CURRENT SURVEY CONTROL
 AH6276  ___________________________________________________________________
 AH6276* NAD 83(1992)-  29 28 29.65529(N)    090 44 52.54376(W)     ADJUSTED  
 AH6276* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6276  **This station is located in a subsidence area (see below).
 AH6276  ___________________________________________________________________
 AH6276  X           -     -72,539.425 (meters)                     COMP
 AH6276  Y           -  -5,556,634.114 (meters)                     COMP
 AH6276  Z           -   3,119,821.719 (meters)                     COMP
 AH6276  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6276  ELLIP HEIGHT-         -23.65  (meters)          (02/21/02) GPS OBS
 AH6276  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AH6276
 AH6276  HORZ ORDER  -  FIRST
 AH6276  ELLP ORDER  -  FIFTH     CLASS I
 AH6276
 AH6276.The horizontal coordinates were established by GPS observations
 AH6276.and adjusted by the National Geodetic Survey in December 1998..
 AH6276
 AH6276 ** The orthometric height has not been validated since last determined
 AH6276 ** by differential leveling and should not be used for control purposes.
 AH6276 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6276 ** area with valid NAVD 88 orthometric heights.
 AH6276 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6276 ** epoch indicated which incorporates improved geoid heights for the
 AH6276 ** Southern Louisiana Subsidence area.
 AH6276 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6276.The orthometric height was determined by GPS observations and a
 AH6276.high-resolution geoid model.
 AH6276
 AH6276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6276
 AH6276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6276
 AH6276.The ellipsoidal height was determined by GPS observations
 AH6276.and is referenced to NAD 83.
 AH6276
 AH6276.The geoid height was determined by GEOID03.
 AH6276
 AH6276;                    North         East     Units Scale Factor Converg.
 AH6276;SPC LA S     -   108,209.118 1,056,776.404   MT  0.99996759   +0 17 33.8
 AH6276;SPC LA S     -   355,016.08  3,467,107.25   sFT  0.99996759   +0 17 33.8
 AH6276;UTM  15      - 3,262,715.165   718,370.640   MT  1.00018843   +1 06 30.8
 AH6276
 AH6276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6276!SPC LA S     -   1.00000371  x   0.99996759  =   0.99997130
 AH6276!UTM  15      -   1.00000371  x   1.00018843  =   1.00019215
 AH6276
 AH6276:                Primary Azimuth Mark                     Grid Az
 AH6276:SPC LA S     -  DUB 13                                   182 03 41.8
 AH6276:UTM  15      -  DUB 13                                   181 14 44.8
 AH6276
 AH6276|---------------------------------------------------------------------|
 AH6276| PID    Reference Object                     Distance      Geod. Az  |
 AH6276|                                                           dddmmss.s |
 AH6276| AH6277 DUB 13                              APPROX. 0.8 KM 1822115.6 |
 AH6276| AH6282 DUB 14                              APPROX. 1.5 KM 1921105.4 |
 AH6276|---------------------------------------------------------------------|
 AH6276
 AH6276                          SUPERSEDED SURVEY CONTROL
 AH6276
 AH6276  ELLIP H (12/17/98)  -23.62   (m)                       GP(       ) 4 2
 AH6276
 AH6276.Superseded values are not recommended for survey control.
 AH6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6276.See file dsdata.txt to determine how the superseded data were derived.
 AH6276
 AH6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1837162715(NAD 83)
 AH6276_MARKER: DD = SURVEY DISK
 AH6276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6276_STAMPING: DUB 12
 AH6276_MARK LOGO: LA-109
 AH6276_PROJECTION: FLUSH
 AH6276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6276+STABILITY: SURFACE MOTION
 AH6276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6276+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6276
 AH6276  HISTORY     - Date     Condition        Report By
 AH6276  HISTORY     - 1995     MONUMENTED       MPHI
 AH6276
 AH6276                          STATION DESCRIPTION
 AH6276
 AH6276'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6276'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6276'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6276'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6276'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6276'ON HWY 315 AND TRAVEL SOUTH 7.4 MI (11.9 KM) TO THE STATION ON THE
 AH6276'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 59.40
 AH6276'FT (18.11 M) SOUTHWEST OF A 10 INCH CYPRESS TREE, 129.40 FT (39.44 M)
 AH6276'SOUTHWEST OF THE CORNER OF A WOODED FENCE, 99.0 FT (30.2 M) NORTHWEST
 AH6276'OF A POWERPOLE, 68.80 FT (20.97 M) SOUTH OF A 8 INCH CYPRESS TREE,
 AH6276'16.50 FT (5.03 M) EAST OF THE EDGE OF BAYOU DULARGE, AND 21.70 FT
 AH6276'(6.61 M) WEST OF THE CENTERLINE OF HWY 315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6277 ***********************************************************************
 AH6277  DESIGNATION -  DUB 13
 AH6277  PID         -  AH6277
 AH6277  STATE/COUNTY-  LA/TERREBONNE
 AH6277  USGS QUAD   -  DULAC (1994)
 AH6277
 AH6277                         *CURRENT SURVEY CONTROL
 AH6277  ___________________________________________________________________
 AH6277* NAD 83(1992)-  29 28 04.23618(N)    090 44 53.73803(W)     ADJUSTED  
 AH6277* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6277  **This station is located in a subsidence area (see below).
 AH6277  ___________________________________________________________________
 AH6277  X           -     -72,576.624 (meters)                     COMP
 AH6277  Y           -  -5,557,018.593 (meters)                     COMP
 AH6277  Z           -   3,119,140.275 (meters)                     COMP
 AH6277  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6277  ELLIP HEIGHT-         -23.79  (meters)          (02/21/02) GPS OBS
 AH6277  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AH6277
 AH6277  HORZ ORDER  -  FIRST
 AH6277  ELLP ORDER  -  FIFTH     CLASS I
 AH6277
 AH6277.The horizontal coordinates were established by GPS observations
 AH6277.and adjusted by the National Geodetic Survey in December 1998..
 AH6277
 AH6277 ** The orthometric height has not been validated since last determined
 AH6277 ** by differential leveling and should not be used for control purposes.
 AH6277 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6277 ** area with valid NAVD 88 orthometric heights.
 AH6277 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6277 ** epoch indicated which incorporates improved geoid heights for the
 AH6277 ** Southern Louisiana Subsidence area.
 AH6277 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6277.The orthometric height was determined by GPS observations and a
 AH6277.high-resolution geoid model.
 AH6277
 AH6277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6277
 AH6277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6277
 AH6277.The ellipsoidal height was determined by GPS observations
 AH6277.and is referenced to NAD 83.
 AH6277
 AH6277.The geoid height was determined by GEOID03.
 AH6277
 AH6277;                    North         East     Units Scale Factor Converg.
 AH6277;SPC LA S     -   107,426.337 1,056,748.225   MT  0.99996872   +0 17 33.2
 AH6277;SPC LA S     -   352,447.91  3,467,014.80   sFT  0.99996872   +0 17 33.2
 AH6277;UTM  15      - 3,261,931.890   718,353.605   MT  1.00018834   +1 06 29.3
 AH6277
 AH6277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6277!SPC LA S     -   1.00000374  x   0.99996872  =   0.99997246
 AH6277!UTM  15      -   1.00000374  x   1.00018834  =   1.00019208
 AH6277
 AH6277:                Primary Azimuth Mark                     Grid Az
 AH6277:SPC LA S     -  DUB 12                                   002 03 41.8
 AH6277:UTM  15      -  DUB 12                                   001 14 45.7
 AH6277
 AH6277|---------------------------------------------------------------------|
 AH6277| PID    Reference Object                     Distance      Geod. Az  |
 AH6277|                                                           dddmmss.s |
 AH6277| AH6276 DUB 12                              APPROX. 0.8 KM 0022115.0 |
 AH6277| AH6282 DUB 14                              APPROX. 0.8 KM 2021508.0 |
 AH6277|---------------------------------------------------------------------|
 AH6277
 AH6277                          SUPERSEDED SURVEY CONTROL
 AH6277
 AH6277  ELLIP H (12/17/98)  -23.76   (m)                       GP(       ) 4 2
 AH6277
 AH6277.Superseded values are not recommended for survey control.
 AH6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6277.See file dsdata.txt to determine how the superseded data were derived.
 AH6277
 AH6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1835461932(NAD 83)
 AH6277_MARKER: DD = SURVEY DISK
 AH6277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6277_STAMPING: DUB 13
 AH6277_MARK LOGO: LA-109
 AH6277_PROJECTION: FLUSH
 AH6277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6277+STABILITY: SURFACE MOTION
 AH6277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6277+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6277
 AH6277  HISTORY     - Date     Condition        Report By
 AH6277  HISTORY     - 1995     MONUMENTED       MPHI
 AH6277
 AH6277                          STATION DESCRIPTION
 AH6277
 AH6277'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6277'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6277'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6277'HWY 90 AND TRAVEL WEST FOR 1.70 FT (0.52 M) TO JUNCTION WITH HWY 315.
 AH6277'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6277'ON HWY 315 AND TRAVEL SOUTH FOR 7.9 MI (12.7 KM) TO THE OLD LAKE
 AH6277'THERIOT BOAT RAMP AND STATION ON THE RIGHT.  THE STATION IS A 2 INCH
 AH6277'DISK IN CONCRETE. THE STATION IS 0.25 MI (0.40 KM) NORTH OF A BRIDGE
 AH6277'CROSSING BAYOU PROVOST, 31.40 FT (9.57 M) WEST OF THE CENTERLINE OF
 AH6277'HWY 315, AND 70.0 FT (21.3 M) EAST OF THE EDGE OF BAYOU DULARGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6282 ***********************************************************************
 AH6282  DESIGNATION -  DUB 14
 AH6282  PID         -  AH6282
 AH6282  STATE/COUNTY-  LA/TERREBONNE
 AH6282  USGS QUAD   -  LAKE THERIOT (1994)
 AH6282
 AH6282                         *CURRENT SURVEY CONTROL
 AH6282  ___________________________________________________________________
 AH6282* NAD 83(1992)-  29 27 41.23899(N)    090 45 04.48996(W)     ADJUSTED  
 AH6282* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6282  **This station is located in a subsidence area (see below).
 AH6282  ___________________________________________________________________
 AH6282  X           -     -72,870.870 (meters)                     COMP
 AH6282  Y           -  -5,557,363.745 (meters)                     COMP
 AH6282  Z           -   3,118,524.164 (meters)                     COMP
 AH6282  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6282  ELLIP HEIGHT-         -23.01  (meters)          (02/21/02) GPS OBS
 AH6282  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AH6282
 AH6282  HORZ ORDER  -  FIRST
 AH6282  ELLP ORDER  -  FIFTH     CLASS I
 AH6282
 AH6282.The horizontal coordinates were established by GPS observations
 AH6282.and adjusted by the National Geodetic Survey in December 1998..
 AH6282
 AH6282 ** The orthometric height has not been validated since last determined
 AH6282 ** by differential leveling and should not be used for control purposes.
 AH6282 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6282 ** area with valid NAVD 88 orthometric heights.
 AH6282 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6282 ** epoch indicated which incorporates improved geoid heights for the
 AH6282 ** Southern Louisiana Subsidence area.
 AH6282 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6282.The orthometric height was determined by GPS observations and a
 AH6282.high-resolution geoid model.
 AH6282
 AH6282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6282
 AH6282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6282
 AH6282.The ellipsoidal height was determined by GPS observations
 AH6282.and is referenced to NAD 83.
 AH6282
 AH6282.The geoid height was determined by GEOID03.
 AH6282
 AH6282;                    North         East     Units Scale Factor Converg.
 AH6282;SPC LA S     -   106,716.813 1,056,462.139   MT  0.99996975   +0 17 27.8
 AH6282;SPC LA S     -   350,120.08  3,466,076.20   sFT  0.99996975   +0 17 27.8
 AH6282;UTM  15      - 3,261,218.210   718,077.586   MT  1.00018685   +1 06 23.3
 AH6282
 AH6282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6282!SPC LA S     -   1.00000361  x   0.99996975  =   0.99997336
 AH6282!UTM  15      -   1.00000361  x   1.00018685  =   1.00019046
 AH6282
 AH6282:                Primary Azimuth Mark                     Grid Az
 AH6282:SPC LA S     -  DUB 13                                   021 57 34.9
 AH6282:UTM  15      -  DUB 13                                   021 08 39.4
 AH6282
 AH6282|---------------------------------------------------------------------|
 AH6282| PID    Reference Object                     Distance      Geod. Az  |
 AH6282|                                                           dddmmss.s |
 AH6282| AH6277 DUB 13                              APPROX. 0.8 KM 0221502.7 |
 AH6282| AH6283 DUB 15                              APPROX. 0.7 KM 1691928.6 |
 AH6282|---------------------------------------------------------------------|
 AH6282
 AH6282                          SUPERSEDED SURVEY CONTROL
 AH6282
 AH6282  ELLIP H (12/17/98)  -22.98   (m)                       GP(       ) 4 2
 AH6282
 AH6282.Superseded values are not recommended for survey control.
 AH6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6282.See file dsdata.txt to determine how the superseded data were derived.
 AH6282
 AH6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1807861218(NAD 83)
 AH6282_MARKER: DD = SURVEY DISK
 AH6282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6282_STAMPING: DUB 14
 AH6282_MARK LOGO: LA-109
 AH6282_PROJECTION: FLUSH
 AH6282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6282+STABILITY: SURFACE MOTION
 AH6282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6282+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6282
 AH6282  HISTORY     - Date     Condition        Report By
 AH6282  HISTORY     - 1995     MONUMENTED       MPHI
 AH6282
 AH6282                          STATION DESCRIPTION
 AH6282
 AH6282'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6282'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6282'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6282'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6282'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6282'ON HWY 315 AND TRAVEL SOUTH 8.4 MI (13.5 KM) TO THE STATION ON THE
 AH6282'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 0.30
 AH6282'MI (0.48 KM) SOUTH OF ST. ELOI CHURCH, 64.20 FT (19.57 M) NORTHEAST OF
 AH6282'THE POWERPOLE, 92.60 FT (28.22 M) SOUTH OF POWERPOLE, AND 26.40 FT
 AH6282'(8.05 M) EAST OF THE CENTERLINE OF HWY 315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6283 ***********************************************************************
 AH6283  DESIGNATION -  DUB 15
 AH6283  PID         -  AH6283
 AH6283  STATE/COUNTY-  LA/TERREBONNE
 AH6283  USGS QUAD   -  DULAC (1994)
 AH6283
 AH6283                         *CURRENT SURVEY CONTROL
 AH6283  ___________________________________________________________________
 AH6283* NAD 83(1992)-  29 27 18.20211(N)    090 44 59.52806(W)     ADJUSTED  
 AH6283* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6283  **This station is located in a subsidence area (see below).
 AH6283  ___________________________________________________________________
 AH6283  X           -     -72,741.741 (meters)                     COMP
 AH6283  Y           -  -5,557,713.831 (meters)                     COMP
 AH6283  Z           -   3,117,906.307 (meters)                     COMP
 AH6283  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6283  ELLIP HEIGHT-         -23.54  (meters)          (02/21/02) GPS OBS
 AH6283  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AH6283
 AH6283  HORZ ORDER  -  FIRST
 AH6283  ELLP ORDER  -  FIFTH     CLASS I
 AH6283
 AH6283.The horizontal coordinates were established by GPS observations
 AH6283.and adjusted by the National Geodetic Survey in December 1998..
 AH6283
 AH6283 ** The orthometric height has not been validated since last determined
 AH6283 ** by differential leveling and should not be used for control purposes.
 AH6283 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6283 ** area with valid NAVD 88 orthometric heights.
 AH6283 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6283 ** epoch indicated which incorporates improved geoid heights for the
 AH6283 ** Southern Louisiana Subsidence area.
 AH6283 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6283.The orthometric height was determined by GPS observations and a
 AH6283.high-resolution geoid model.
 AH6283
 AH6283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6283
 AH6283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6283
 AH6283.The ellipsoidal height was determined by GPS observations
 AH6283.and is referenced to NAD 83.
 AH6283
 AH6283.The geoid height was determined by GEOID03.
 AH6283
 AH6283;                    North         East     Units Scale Factor Converg.
 AH6283;SPC LA S     -   106,008.222 1,056,599.445   MT  0.99997080   +0 17 30.3
 AH6283;SPC LA S     -   347,795.31  3,466,526.68   sFT  0.99997080   +0 17 30.3
 AH6283;UTM  15      - 3,260,511.491   718,224.992   MT  1.00018765   +1 06 24.9
 AH6283
 AH6283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6283!SPC LA S     -   1.00000370  x   0.99997080  =   0.99997450
 AH6283!UTM  15      -   1.00000370  x   1.00018765  =   1.00019135
 AH6283
 AH6283:                Primary Azimuth Mark                     Grid Az
 AH6283:SPC LA S     -  DUB 16                                   166 20 43.7
 AH6283:UTM  15      -  DUB 16                                   165 31 49.1
 AH6283
 AH6283|---------------------------------------------------------------------|
 AH6283| PID    Reference Object                     Distance      Geod. Az  |
 AH6283|                                                           dddmmss.s |
 AH6283| AH6289 DUB 16                              APPROX. 0.8 KM 1663814.0 |
 AH6283|---------------------------------------------------------------------|
 AH6283
 AH6283                          SUPERSEDED SURVEY CONTROL
 AH6283
 AH6283  ELLIP H (12/17/98)  -23.52   (m)                       GP(       ) 4 2
 AH6283
 AH6283.Superseded values are not recommended for survey control.
 AH6283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6283.See file dsdata.txt to determine how the superseded data were derived.
 AH6283
 AH6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1822560511(NAD 83)
 AH6283_MARKER: DD = SURVEY DISK
 AH6283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6283_STAMPING: DUB 15
 AH6283_MARK LOGO: LA-109
 AH6283_PROJECTION: FLUSH
 AH6283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6283+STABILITY: SURFACE MOTION
 AH6283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6283+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6283
 AH6283  HISTORY     - Date     Condition        Report By
 AH6283  HISTORY     - 1995     MONUMENTED       MPHI
 AH6283
 AH6283                          STATION DESCRIPTION
 AH6283
 AH6283'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6283'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6283'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6283'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6283'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6283'ON HWY 315 AND TRAVEL SOUTH FOR 8.8 MI (14.2 KM) TO THE STATION ON THE
 AH6283'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 38.0
 AH6283'FT (11.6 M) NORTHWEST OF THE POWERPOLE, 21.0 FT (6.4 M) NORHTEAST OF
 AH6283'THE CENTERLINE OF HWY 315, AND 28.40 FT (8.66 M) SOUTHEAST OF THE 45
 AH6283'M.P.H. AND CURVE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6289 ***********************************************************************
 AH6289  DESIGNATION -  DUB 16
 AH6289  PID         -  AH6289
 AH6289  STATE/COUNTY-  LA/TERREBONNE
 AH6289  USGS QUAD   -  DULAC (1994)
 AH6289
 AH6289                         *CURRENT SURVEY CONTROL
 AH6289  ___________________________________________________________________
 AH6289* NAD 83(1992)-  29 26 53.02049(N)    090 44 52.69367(W)     ADJUSTED  
 AH6289* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6289  **This station is located in a subsidence area (see below).
 AH6289  ___________________________________________________________________
 AH6289  X           -     -72,562.570 (meters)                     COMP
 AH6289  Y           -  -5,558,097.558 (meters)                     COMP
 AH6289  Z           -   3,117,231.242 (meters)                     COMP
 AH6289  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6289  ELLIP HEIGHT-         -23.39  (meters)          (02/21/02) GPS OBS
 AH6289  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AH6289
 AH6289  HORZ ORDER  -  FIRST
 AH6289  ELLP ORDER  -  FIFTH     CLASS I
 AH6289
 AH6289.The horizontal coordinates were established by GPS observations
 AH6289.and adjusted by the National Geodetic Survey in December 1998..
 AH6289
 AH6289 ** The orthometric height has not been validated since last determined
 AH6289 ** by differential leveling and should not be used for control purposes.
 AH6289 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6289 ** area with valid NAVD 88 orthometric heights.
 AH6289 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6289 ** epoch indicated which incorporates improved geoid heights for the
 AH6289 ** Southern Louisiana Subsidence area.
 AH6289 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6289.The orthometric height was determined by GPS observations and a
 AH6289.high-resolution geoid model.
 AH6289
 AH6289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6289
 AH6289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6289
 AH6289.The ellipsoidal height was determined by GPS observations
 AH6289.and is referenced to NAD 83.
 AH6289
 AH6289.The geoid height was determined by GEOID03.
 AH6289
 AH6289;                    North         East     Units Scale Factor Converg.
 AH6289;SPC LA S     -   105,233.856 1,056,787.564   MT  0.99997196   +0 17 33.7
 AH6289;SPC LA S     -   345,254.74  3,467,143.87   sFT  0.99997196   +0 17 33.7
 AH6289;UTM  15      - 3,259,739.713   718,424.150   MT  1.00018872   +1 06 27.4
 AH6289
 AH6289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6289!SPC LA S     -   1.00000367  x   0.99997196  =   0.99997563
 AH6289!UTM  15      -   1.00000367  x   1.00018872  =   1.00019239
 AH6289
 AH6289|---------------------------------------------------------------------|
 AH6289| PID    Reference Object                     Distance      Geod. Az  |
 AH6289|                                                           dddmmss.s |
 AH6289| AH6284 D 4 AZ MK                           314.590 METERS 18937     |
 AH6289|---------------------------------------------------------------------|
 AH6289
 AH6289                          SUPERSEDED SURVEY CONTROL
 AH6289
 AH6289  ELLIP H (12/17/98)  -23.36   (m)                       GP(       ) 4 2
 AH6289
 AH6289.Superseded values are not recommended for survey control.
 AH6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6289.See file dsdata.txt to determine how the superseded data were derived.
 AH6289
 AH6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1842459740(NAD 83)
 AH6289_MARKER: DD = SURVEY DISK
 AH6289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6289_STAMPING: DUB 16
 AH6289_MARK LOGO: LA-109
 AH6289_PROJECTION: FLUSH
 AH6289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6289+STABILITY: SURFACE MOTION
 AH6289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6289+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6289
 AH6289  HISTORY     - Date     Condition        Report By
 AH6289  HISTORY     - 1995     MONUMENTED       MPHI
 AH6289
 AH6289                          STATION DESCRIPTION
 AH6289
 AH6289'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6289'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6289'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TURN RIGHT ON HWY 90
 AH6289'AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315. TRAVEL
 AH6289'SOUTHON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN.  TURN LEFT ON HWY
 AH6289'315 AND TRAVEL SOUTH FOR 9.3 MI (15.0 KM) TO THE STATION ON THE LEFT.
 AH6289'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 24.70 FT
 AH6289'(7.53 M) WEST OF THE SOUTHWEST CORNER OF THE SLECA SUB-STATION, 55.70
 AH6289'FT (16.98 M) SOUTHWEST OF THE NORHTWEST CORNER OF THE SLECA
 AH6289'SUB-STATION, AND 20.50 FT (6.25 M) EAST OF THE CENTERLINE OF HWY 315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6291 ***********************************************************************
 AH6291  DESIGNATION -  DUB 17
 AH6291  PID         -  AH6291
 AH6291  STATE/COUNTY-  LA/TERREBONNE
 AH6291  USGS QUAD   -  LAKE THERIOT (1994)
 AH6291
 AH6291                         *CURRENT SURVEY CONTROL
 AH6291  ___________________________________________________________________
 AH6291* NAD 83(1992)-  29 25 57.70113(N)    090 45 32.72855(W)     ADJUSTED  
 AH6291* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6291  **This station is located in a subsidence area (see below).
 AH6291  ___________________________________________________________________
 AH6291  X           -     -73,652.446 (meters)                     COMP
 AH6291  Y           -  -5,558,919.748 (meters)                     COMP
 AH6291  Z           -   3,115,747.513 (meters)                     COMP
 AH6291  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6291  ELLIP HEIGHT-         -24.23  (meters)          (02/21/02) GPS OBS
 AH6291  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AH6291
 AH6291  HORZ ORDER  -  FIRST
 AH6291  ELLP ORDER  -  FIFTH     CLASS I
 AH6291
 AH6291.The horizontal coordinates were established by GPS observations
 AH6291.and adjusted by the National Geodetic Survey in December 1998..
 AH6291
 AH6291 ** The orthometric height has not been validated since last determined
 AH6291 ** by differential leveling and should not be used for control purposes.
 AH6291 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6291 ** area with valid NAVD 88 orthometric heights.
 AH6291 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6291 ** epoch indicated which incorporates improved geoid heights for the
 AH6291 ** Southern Louisiana Subsidence area.
 AH6291 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6291.The orthometric height was determined by GPS observations and a
 AH6291.high-resolution geoid model.
 AH6291
 AH6291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6291
 AH6291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6291
 AH6291.The ellipsoidal height was determined by GPS observations
 AH6291.and is referenced to NAD 83.
 AH6291
 AH6291.The geoid height was determined by GEOID03.
 AH6291
 AH6291;                    North         East     Units Scale Factor Converg.
 AH6291;SPC LA S     -   103,525.196 1,055,717.251   MT  0.99997456   +0 17 13.7
 AH6291;SPC LA S     -   339,648.91  3,463,632.35   sFT  0.99997456   +0 17 13.7
 AH6291;UTM  15      - 3,258,015.640   717,378.018   MT  1.00018310   +1 06 05.8
 AH6291
 AH6291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6291!SPC LA S     -   1.00000381  x   0.99997456  =   0.99997837
 AH6291!UTM  15      -   1.00000381  x   1.00018310  =   1.00018691
 AH6291
 AH6291:                Primary Azimuth Mark                     Grid Az
 AH6291:SPC LA S     -  DUB 18                                   210 56 53.1
 AH6291:UTM  15      -  DUB 18                                   210 08 01.0
 AH6291
 AH6291|---------------------------------------------------------------------|
 AH6291| PID    Reference Object                     Distance      Geod. Az  |
 AH6291|                                                           dddmmss.s |
 AH6291| AH6292 DUB 18                              APPROX. 0.8 KM 2111406.8 |
 AH6291|---------------------------------------------------------------------|
 AH6291
 AH6291                          SUPERSEDED SURVEY CONTROL
 AH6291
 AH6291  ELLIP H (12/17/98)  -24.21   (m)                       GP(       ) 4 2
 AH6291
 AH6291.Superseded values are not recommended for survey control.
 AH6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6291.See file dsdata.txt to determine how the superseded data were derived.
 AH6291
 AH6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1737858016(NAD 83)
 AH6291_MARKER: DD = SURVEY DISK
 AH6291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6291_STAMPING: DUB 17
 AH6291_MARK LOGO: LA-109
 AH6291_PROJECTION: FLUSH
 AH6291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6291+STABILITY: SURFACE MOTION
 AH6291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6291+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6291
 AH6291  HISTORY     - Date     Condition        Report By
 AH6291  HISTORY     - 1995     MONUMENTED       MPHI
 AH6291
 AH6291                          STATION DESCRIPTION
 AH6291
 AH6291'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6291'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6291'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6291'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6291'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6291'ON HWY 315 AND TRAVEL SOUTH FOR 10.7 MI (17.2 KM) TO THE STATION ON
 AH6291'THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6291'30.80 FT (9.39 M) SOUTHEAST OF THE TELEPHONE PEDESTAL, 19.80 FT (6.04
 AH6291'M) NORTHWEST OF THE CENTERLINE OF HWY 315, 73.30 FT (22.34 M) WEST OF
 AH6291'THE LIGHT POLE, 69.60 FT (21.21 M) WEST OF FIRE HYDRANT, AND 75.0 FT
 AH6291'(22.9 M) SOUTHEAST OF THE EDGE OF BAYOU DULARGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6292 ***********************************************************************
 AH6292  DESIGNATION -  DUB 18
 AH6292  PID         -  AH6292
 AH6292  STATE/COUNTY-  LA/TERREBONNE
 AH6292  USGS QUAD   -  LAKE THERIOT (1994)
 AH6292
 AH6292                         *CURRENT SURVEY CONTROL
 AH6292  ___________________________________________________________________
 AH6292* NAD 83(1992)-  29 25 35.61412(N)    090 45 48.02921(W)     ADJUSTED  
 AH6292* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6292  **This station is located in a subsidence area (see below).
 AH6292  ___________________________________________________________________
 AH6292  X           -     -74,069.259 (meters)                     COMP
 AH6292  Y           -  -5,559,248.524 (meters)                     COMP
 AH6292  Z           -   3,115,155.296 (meters)                     COMP
 AH6292  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6292  ELLIP HEIGHT-         -24.07  (meters)          (02/21/02) GPS OBS
 AH6292  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH6292
 AH6292  HORZ ORDER  -  FIRST
 AH6292  ELLP ORDER  -  FIFTH     CLASS I
 AH6292
 AH6292.The horizontal coordinates were established by GPS observations
 AH6292.and adjusted by the National Geodetic Survey in December 1998..
 AH6292
 AH6292 ** The orthometric height has not been validated since last determined
 AH6292 ** by differential leveling and should not be used for control purposes.
 AH6292 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6292 ** area with valid NAVD 88 orthometric heights.
 AH6292 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6292 ** epoch indicated which incorporates improved geoid heights for the
 AH6292 ** Southern Louisiana Subsidence area.
 AH6292 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6292.The orthometric height was determined by GPS observations and a
 AH6292.high-resolution geoid model.
 AH6292
 AH6292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6292
 AH6292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6292
 AH6292.The ellipsoidal height was determined by GPS observations
 AH6292.and is referenced to NAD 83.
 AH6292
 AH6292.The geoid height was determined by GEOID03.
 AH6292
 AH6292;                    North         East     Units Scale Factor Converg.
 AH6292;SPC LA S     -   102,843.110 1,055,308.252   MT  0.99997562   +0 17 06.0
 AH6292;SPC LA S     -   337,411.10  3,462,290.49   sFT  0.99997562   +0 17 06.0
 AH6292;UTM  15      - 3,257,327.667   716,978.673   MT  1.00018096   +1 05 57.5
 AH6292
 AH6292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6292!SPC LA S     -   1.00000378  x   0.99997562  =   0.99997940
 AH6292!UTM  15      -   1.00000378  x   1.00018096  =   1.00018474
 AH6292
 AH6292:                Primary Azimuth Mark                     Grid Az
 AH6292:SPC LA S     -  DUB 17                                   030 56 53.3
 AH6292:UTM  15      -  DUB 17                                   030 08 01.8
 AH6292
 AH6292|---------------------------------------------------------------------|
 AH6292| PID    Reference Object                     Distance      Geod. Az  |
 AH6292|                                                           dddmmss.s |
 AH6292| AH6291 DUB 17                              APPROX. 0.8 KM 0311359.3 |
 AH6292|---------------------------------------------------------------------|
 AH6292
 AH6292                          SUPERSEDED SURVEY CONTROL
 AH6292
 AH6292  ELLIP H (12/17/98)  -24.06   (m)                       GP(       ) 4 2
 AH6292
 AH6292.Superseded values are not recommended for survey control.
 AH6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6292.See file dsdata.txt to determine how the superseded data were derived.
 AH6292
 AH6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1697957328(NAD 83)
 AH6292_MARKER: DD = SURVEY DISK
 AH6292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6292_STAMPING: DUB 18
 AH6292_MARK LOGO: LA-109
 AH6292_PROJECTION: FLUSH
 AH6292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6292+STABILITY: SURFACE MOTION
 AH6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6292+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6292
 AH6292  HISTORY     - Date     Condition        Report By
 AH6292  HISTORY     - 1995     MONUMENTED       MPHI
 AH6292
 AH6292                          STATION DESCRIPTION
 AH6292
 AH6292'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6292'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6292'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6292'HWY 90 AND TRAEL WEST FOR 1.7 MI (2.7 KM) TO JUNCTION WITH HWY 315.
 AH6292'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN.  TURN LEFT
 AH6292'ON HWY 315 AND TRAVEL SOUTH FOR 11.1 MI (17.9 KM) TO THE STATION ON
 AH6292'THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6292'10.0 FT (3.0 M) SOUTHEAST OF THE EDGE OF BAYOU DULARGE, 59.60 FT
 AH6292'(18.17 M) NORTHWEST OF THE 8 INCH PILINE (FENCE CORNER), 17.5 FT (5.3
 AH6292'M) NORTHWEST OF THE CENTERLINE OF HWY 315, AND 33.20 FT (10.12 M)
 AH6292'NORTHEAST OF THE POWERPOLE NO. 40781-5544.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6299 ***********************************************************************
 AH6299  DESIGNATION -  DUB 19
 AH6299  PID         -  AH6299
 AH6299  STATE/COUNTY-  LA/TERREBONNE
 AH6299  USGS QUAD   -  LAKE THERIOT (1994)
 AH6299
 AH6299                         *CURRENT SURVEY CONTROL
 AH6299  ___________________________________________________________________
 AH6299* NAD 83(1992)-  29 24 49.75794(N)    090 46 48.32467(W)     ADJUSTED  
 AH6299* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6299  **This station is located in a subsidence area (see below).
 AH6299  ___________________________________________________________________
 AH6299  X           -     -75,703.790 (meters)                     COMP
 AH6299  Y           -  -5,559,920.803 (meters)                     COMP
 AH6299  Z           -   3,113,925.875 (meters)                     COMP
 AH6299  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6299  ELLIP HEIGHT-         -23.27  (meters)          (02/21/02) GPS OBS
 AH6299  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AH6299
 AH6299  HORZ ORDER  -  FIRST
 AH6299  ELLP ORDER  -  FIFTH     CLASS I
 AH6299
 AH6299.The horizontal coordinates were established by GPS observations
 AH6299.and adjusted by the National Geodetic Survey in December 1998..
 AH6299
 AH6299 ** The orthometric height has not been validated since last determined
 AH6299 ** by differential leveling and should not be used for control purposes.
 AH6299 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6299 ** area with valid NAVD 88 orthometric heights.
 AH6299 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6299 ** epoch indicated which incorporates improved geoid heights for the
 AH6299 ** Southern Louisiana Subsidence area.
 AH6299 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6299.The orthometric height was determined by GPS observations and a
 AH6299.high-resolution geoid model.
 AH6299
 AH6299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6299
 AH6299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6299
 AH6299.The ellipsoidal height was determined by GPS observations
 AH6299.and is referenced to NAD 83.
 AH6299
 AH6299.The geoid height was determined by GEOID03.
 AH6299
 AH6299;                    North         East     Units Scale Factor Converg.
 AH6299;SPC LA S     -   101,423.298 1,053,689.894   MT  0.99997786   +0 16 35.9
 AH6299;SPC LA S     -   332,752.94  3,456,980.93   sFT  0.99997786   +0 16 35.9
 AH6299;UTM  15      - 3,255,884.715   715,380.334   MT  1.00017243   +1 05 26.3
 AH6299
 AH6299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6299!SPC LA S     -   1.00000365  x   0.99997786  =   0.99998151
 AH6299!UTM  15      -   1.00000365  x   1.00017243  =   1.00017609
 AH6299
 AH6299                          SUPERSEDED SURVEY CONTROL
 AH6299
 AH6299  ELLIP H (12/17/98)  -23.26   (m)                       GP(       ) 4 2
 AH6299
 AH6299.Superseded values are not recommended for survey control.
 AH6299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6299.See file dsdata.txt to determine how the superseded data were derived.
 AH6299
 AH6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1538055885(NAD 83)
 AH6299_MARKER: DD = SURVEY DISK
 AH6299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6299_STAMPING: DUB 19
 AH6299_MARK LOGO: LA-109
 AH6299_PROJECTION: FLUSH
 AH6299_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6299+STABILITY: SURFACE MOTION
 AH6299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6299+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6299
 AH6299  HISTORY     - Date     Condition        Report By
 AH6299  HISTORY     - 1995     MONUMENTED       MPHI
 AH6299
 AH6299                          STATION DESCRIPTION
 AH6299
 AH6299'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6299'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6299'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6299'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6299'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6299'ON HWY 315 AND TRAVEL SOUTH FOR 12.5 MI (20.1 KM) TO THE STATION ON
 AH6299'THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6299'12.70 FT (3.87 M) EAST OF THE POWERPOLE, 11.70 FT (3.57 M) SOUTHEAST
 AH6299'OF THE EDGE OF BAYOU DULARGE, 17.80 FT (5.43 M) NORTHWEST OF THE
 AH6299'CENTERLINE OF HWY 315, 90.7 FT (27.6 M) SOUTHWEST OF THE POWERPOLE,
 AH6299'AND 36.0 FT (11.0 M) SOUTHWEST FROM  THE PROJECTION OF THE CENTERLINE
 AH6299'OF THE SHELL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6237 ***********************************************************************
 AH6237  DESIGNATION -  DUB 20
 AH6237  PID         -  AH6237
 AH6237  STATE/COUNTY-  LA/TERREBONNE
 AH6237  USGS QUAD   -  LAKE THERIOT (1994)
 AH6237
 AH6237                         *CURRENT SURVEY CONTROL
 AH6237  ___________________________________________________________________
 AH6237* NAD 83(1992)-  29 24 30.83434(N)    090 47 11.57331(W)     ADJUSTED  
 AH6237* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6237  **This station is located in a subsidence area (see below).
 AH6237  ___________________________________________________________________
 AH6237  X           -     -76,334.389 (meters)                     COMP
 AH6237  Y           -  -5,560,198.253 (meters)                     COMP
 AH6237  Z           -   3,113,418.275 (meters)                     COMP
 AH6237  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6237  ELLIP HEIGHT-         -23.36  (meters)          (02/21/02) GPS OBS
 AH6237  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AH6237
 AH6237  HORZ ORDER  -  FIRST
 AH6237  ELLP ORDER  -  FIFTH     CLASS I
 AH6237
 AH6237.The horizontal coordinates were established by GPS observations
 AH6237.and adjusted by the National Geodetic Survey in December 1998..
 AH6237
 AH6237 ** The orthometric height has not been validated since last determined
 AH6237 ** by differential leveling and should not be used for control purposes.
 AH6237 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6237 ** area with valid NAVD 88 orthometric heights.
 AH6237 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6237 ** epoch indicated which incorporates improved geoid heights for the
 AH6237 ** Southern Louisiana Subsidence area.
 AH6237 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6237.The orthometric height was determined by GPS observations and a
 AH6237.high-resolution geoid model.
 AH6237
 AH6237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6237
 AH6237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6237
 AH6237.The ellipsoidal height was determined by GPS observations
 AH6237.and is referenced to NAD 83.
 AH6237
 AH6237.The geoid height was determined by GEOID03.
 AH6237
 AH6237;                    North         East     Units Scale Factor Converg.
 AH6237;SPC LA S     -   100,837.659 1,053,065.962   MT  0.99997880   +0 16 24.2
 AH6237;SPC LA S     -   330,831.55  3,454,933.91   sFT  0.99997880   +0 16 24.2
 AH6237;UTM  15      - 3,255,290.157   714,764.666   MT  1.00016916   +1 05 14.3
 AH6237
 AH6237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6237!SPC LA S     -   1.00000367  x   0.99997880  =   0.99998247
 AH6237!UTM  15      -   1.00000367  x   1.00016916  =   1.00017283
 AH6237
 AH6237:                Primary Azimuth Mark                     Grid Az
 AH6237:SPC LA S     -  DUB 21                                   200 14 11.5
 AH6237:UTM  15      -  DUB 21                                   199 25 21.4
 AH6237
 AH6237|---------------------------------------------------------------------|
 AH6237| PID    Reference Object                     Distance      Geod. Az  |
 AH6237|                                                           dddmmss.s |
 AH6237| AH6217 DUB 21                              APPROX. 0.8 KM 2003035.7 |
 AH6237|---------------------------------------------------------------------|
 AH6237
 AH6237                          SUPERSEDED SURVEY CONTROL
 AH6237
 AH6237  ELLIP H (12/17/98)  -23.35   (m)                       GP(       ) 4 2
 AH6237
 AH6237.Superseded values are not recommended for survey control.
 AH6237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6237.See file dsdata.txt to determine how the superseded data were derived.
 AH6237
 AH6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1476555290(NAD 83)
 AH6237_MARKER: DD = SURVEY DISK
 AH6237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6237_STAMPING: DUB 20
 AH6237_MARK LOGO: LA-109
 AH6237_PROJECTION: FLUSH
 AH6237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6237+STABILITY: SURFACE MOTION
 AH6237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6237+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6237
 AH6237  HISTORY     - Date     Condition        Report By
 AH6237  HISTORY     - 1995     MONUMENTED       MPHI
 AH6237
 AH6237                          STATION DESCRIPTION
 AH6237
 AH6237'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6237'TO REACH TEH STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6237'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6237'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6237'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6237'ON HWY 315 AND TRAVEL SOUTH FOR 13.1 MI (21.1 KM) RIGHT. THE STATION
 AH6237'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 38.0 FT (11.6 M)
 AH6237'SOUTHEAST FROM THE EDGE OF BAYOU DULARGE, 17.5 FT (5.3 M) NORTHWEST
 AH6237'FROM THE CENTERLINE OF HWY 315, 36.4 FT (11.1 M) SOUTHWEST FROM THE
 AH6237'PROJECTION OF THE CENTERLINE OF THE SHELL DRIVEWAY, 86.10 FT (26.24 M)
 AH6237'NORTHWEST OF THE 24 INCH PECAN TREE, AND 98.60 FT (30.05 M) SOUTHWEST
 AH6237'OF THE CORNER OF THE WOOD FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6217 ***********************************************************************
 AH6217  DESIGNATION -  DUB 21
 AH6217  PID         -  AH6217
 AH6217  STATE/COUNTY-  LA/TERREBONNE
 AH6217  USGS QUAD   -  LAKE THERIOT (1994)
 AH6217
 AH6217                         *CURRENT SURVEY CONTROL
 AH6217  ___________________________________________________________________
 AH6217* NAD 83(1992)-  29 24 06.57614(N)    090 47 21.93644(W)     ADJUSTED  
 AH6217* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6217  **This station is located in a subsidence area (see below).
 AH6217  ___________________________________________________________________
 AH6217  X           -     -76,618.797 (meters)                     COMP
 AH6217  Y           -  -5,560,561.089 (meters)                     COMP
 AH6217  Z           -   3,112,767.602 (meters)                     COMP
 AH6217  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6217  ELLIP HEIGHT-         -23.36  (meters)          (02/21/02) GPS OBS
 AH6217  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AH6217
 AH6217  HORZ ORDER  -  FIRST
 AH6217  ELLP ORDER  -  FIFTH     CLASS I
 AH6217
 AH6217.The horizontal coordinates were established by GPS observations
 AH6217.and adjusted by the National Geodetic Survey in December 1998..
 AH6217
 AH6217 ** The orthometric height has not been validated since last determined
 AH6217 ** by differential leveling and should not be used for control purposes.
 AH6217 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6217 ** area with valid NAVD 88 orthometric heights.
 AH6217 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6217 ** epoch indicated which incorporates improved geoid heights for the
 AH6217 ** Southern Louisiana Subsidence area.
 AH6217 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6217.The orthometric height was determined by GPS observations and a
 AH6217.high-resolution geoid model.
 AH6217
 AH6217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6217
 AH6217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6217
 AH6217.The ellipsoidal height was determined by GPS observations
 AH6217.and is referenced to NAD 83.
 AH6217
 AH6217.The geoid height was determined by GEOID03.
 AH6217
 AH6217;                    North         East     Units Scale Factor Converg.
 AH6217;SPC LA S     -   100,089.454 1,052,790.134   MT  0.99998001   +0 16 19.1
 AH6217;SPC LA S     -   328,376.82  3,454,028.96   sFT  0.99998001   +0 16 19.1
 AH6217;UTM  15      - 3,254,537.967   714,499.443   MT  1.00016776   +1 05 08.4
 AH6217
 AH6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6217!SPC LA S     -   1.00000367  x   0.99998001  =   0.99998368
 AH6217!UTM  15      -   1.00000367  x   1.00016776  =   1.00017143
 AH6217
 AH6217:                Primary Azimuth Mark                     Grid Az
 AH6217:SPC LA S     -  DUB 20                                   020 14 11.5
 AH6217:UTM  15      -  DUB 20                                   019 25 22.2
 AH6217
 AH6217|---------------------------------------------------------------------|
 AH6217| PID    Reference Object                     Distance      Geod. Az  |
 AH6217|                                                           dddmmss.s |
 AH6217| AH6237 DUB 20                              APPROX. 0.8 KM 0203030.6 |
 AH6217| AH6218 DUB 22                              APPROX. 0.8 KM 2263237.7 |
 AH6217|---------------------------------------------------------------------|
 AH6217
 AH6217                          SUPERSEDED SURVEY CONTROL
 AH6217
 AH6217  ELLIP H (12/17/98)  -23.35   (m)                       GP(       ) 4 2
 AH6217
 AH6217.Superseded values are not recommended for survey control.
 AH6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6217.See file dsdata.txt to determine how the superseded data were derived.
 AH6217
 AH6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1449954538(NAD 83)
 AH6217_MARKER: DD = SURVEY DISK
 AH6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6217_STAMPING: DUB 21
 AH6217_MARK LOGO: LA-109
 AH6217_PROJECTION: FLUSH
 AH6217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6217+STABILITY: SURFACE MOTION
 AH6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6217+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6217
 AH6217  HISTORY     - Date     Condition        Report By
 AH6217  HISTORY     - 1995     MONUMENTED       MPHI
 AH6217
 AH6217                          STATION DESCRIPTION
 AH6217
 AH6217'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6217'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6217'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6217'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6217'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6217'ON HWY 315 AND TRAVEL SOUTH FOR 13.6 MI (21.9 KM) TO THE STATION ON
 AH6217'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6217'42.9 FT (13.1 M) NORTH OF TELEPHONE PEDESTAL NO. 618, 34.3 FT (10.5 M)
 AH6217'SOUTHWEST OF THE LIGHT POLE, 18.7 FT (5.7 M) SOUTHEAST OF THE
 AH6217'CENTERLINE OF HWY 315, 134.5 FT (41.0 M) SOUTHWEST OF THE CENTERLINE
 AH6217'OF THE SHELL DRIVEWAY, AND 101.0 FT (30.8 M) SOUTHWEST OF THE HWY
 AH6217'RIGHT OF WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6218 ***********************************************************************
 AH6218  DESIGNATION -  DUB 22
 AH6218  PID         -  AH6218
 AH6218  STATE/COUNTY-  LA/TERREBONNE
 AH6218  USGS QUAD   -  LAKE THERIOT (1994)
 AH6218
 AH6218                         *CURRENT SURVEY CONTROL
 AH6218  ___________________________________________________________________
 AH6218* NAD 83(1992)-  29 23 48.64898(N)    090 47 43.54175(W)     ADJUSTED  
 AH6218* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6218  **This station is located in a subsidence area (see below).
 AH6218  ___________________________________________________________________
 AH6218  X           -     -77,204.995 (meters)                     COMP
 AH6218  Y           -  -5,560,823.468 (meters)                     COMP
 AH6218  Z           -   3,112,286.437 (meters)                     COMP
 AH6218  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6218  ELLIP HEIGHT-         -23.93  (meters)          (02/21/02) GPS OBS
 AH6218  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AH6218
 AH6218  HORZ ORDER  -  FIRST
 AH6218  ELLP ORDER  -  FIFTH     CLASS I
 AH6218
 AH6218.The horizontal coordinates were established by GPS observations
 AH6218.and adjusted by the National Geodetic Survey in December 1998..
 AH6218
 AH6218 ** The orthometric height has not been validated since last determined
 AH6218 ** by differential leveling and should not be used for control purposes.
 AH6218 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6218 ** area with valid NAVD 88 orthometric heights.
 AH6218 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6218 ** epoch indicated which incorporates improved geoid heights for the
 AH6218 ** Southern Louisiana Subsidence area.
 AH6218 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6218.The orthometric height was determined by GPS observations and a
 AH6218.high-resolution geoid model.
 AH6218
 AH6218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6218
 AH6218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6218
 AH6218.The ellipsoidal height was determined by GPS observations
 AH6218.and is referenced to NAD 83.
 AH6218
 AH6218.The geoid height was determined by GEOID03.
 AH6218
 AH6218;                    North         East     Units Scale Factor Converg.
 AH6218;SPC LA S     -    99,534.752 1,052,210.242   MT  0.99998091   +0 16 08.3
 AH6218;SPC LA S     -   326,556.93  3,452,126.44   sFT  0.99998091   +0 16 08.3
 AH6218;UTM  15      - 3,253,974.982   713,927.380   MT  1.00016473   +1 04 57.1
 AH6218
 AH6218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6218!SPC LA S     -   1.00000376  x   0.99998091  =   0.99998467
 AH6218!UTM  15      -   1.00000376  x   1.00016473  =   1.00016849
 AH6218
 AH6218:                Primary Azimuth Mark                     Grid Az
 AH6218:SPC LA S     -  DUB 21                                   046 16 18.8
 AH6218:UTM  15      -  DUB 21                                   045 27 30.0
 AH6218
 AH6218|---------------------------------------------------------------------|
 AH6218| PID    Reference Object                     Distance      Geod. Az  |
 AH6218|                                                           dddmmss.s |
 AH6218| AH6217 DUB 21                              APPROX. 0.8 KM 0463227.1 |
 AH6218|---------------------------------------------------------------------|
 AH6218
 AH6218                          SUPERSEDED SURVEY CONTROL
 AH6218
 AH6218  ELLIP H (12/17/98)  -23.92   (m)                       GP(       ) 4 2
 AH6218
 AH6218.Superseded values are not recommended for survey control.
 AH6218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6218.See file dsdata.txt to determine how the superseded data were derived.
 AH6218
 AH6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1392753975(NAD 83)
 AH6218_MARKER: DD = SURVEY DISK
 AH6218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6218_STAMPING: DUB 22
 AH6218_MARK LOGO: LA-109
 AH6218_PROJECTION: FLUSH
 AH6218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6218+STABILITY: SURFACE MOTION
 AH6218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6218+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6218
 AH6218  HISTORY     - Date     Condition        Report By
 AH6218  HISTORY     - 1995     MONUMENTED       MPHI
 AH6218
 AH6218                          STATION DESCRIPTION
 AH6218
 AH6218'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6218'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6218'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6218'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6218'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6218'ON HWY 315 AND TRAVEL SOUTH FOR 14.1 FT (4.3 M) TO THE STATION ON THE
 AH6218'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 46.0
 AH6218'FT (14.0 M) SOUTHWEST OF L.I.G. PIPELINE VENT (EAST SIDE ROAD), 21.0
 AH6218'FT (6.4 M) SOUTHEAST OF THE CENTERLINE OF HWY 315, AND 86.2 FT (26.3
 AH6218'M) NORTHEAST OF THE FIRE HYDRANT, AND 36.0 FT (11.0 M) SOUTHWEST OF
 AH6218'THE CENTERLINE OF THE SHELL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6335 ***********************************************************************
 AH6335  DESIGNATION -  DUB 23
 AH6335  PID         -  AH6335
 AH6335  STATE/COUNTY-  LA/TERREBONNE
 AH6335  USGS QUAD   -  LAKE THERIOT (1994)
 AH6335
 AH6335                         *CURRENT SURVEY CONTROL
 AH6335  ___________________________________________________________________
 AH6335* NAD 83(1992)-  29 23 25.94942(N)    090 48 04.41836(W)     ADJUSTED  
 AH6335* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6335  **This station is located in a subsidence area (see below).
 AH6335  ___________________________________________________________________
 AH6335  X           -     -77,772.619 (meters)                     COMP
 AH6335  Y           -  -5,561,158.812 (meters)                     COMP
 AH6335  Z           -   3,111,677.611 (meters)                     COMP
 AH6335  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6335  ELLIP HEIGHT-         -23.71  (meters)          (02/21/02) GPS OBS
 AH6335  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AH6335
 AH6335  HORZ ORDER  -  FIRST
 AH6335  ELLP ORDER  -  FIFTH     CLASS I
 AH6335
 AH6335.The horizontal coordinates were established by GPS observations
 AH6335.and adjusted by the National Geodetic Survey in December 1998..
 AH6335
 AH6335 ** The orthometric height has not been validated since last determined
 AH6335 ** by differential leveling and should not be used for control purposes.
 AH6335 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6335 ** area with valid NAVD 88 orthometric heights.
 AH6335 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6335 ** epoch indicated which incorporates improved geoid heights for the
 AH6335 ** Southern Louisiana Subsidence area.
 AH6335 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6335.The orthometric height was determined by GPS observations and a
 AH6335.high-resolution geoid model.
 AH6335
 AH6335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6335
 AH6335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6335
 AH6335.The ellipsoidal height was determined by GPS observations
 AH6335.and is referenced to NAD 83.
 AH6335
 AH6335.The geoid height was determined by GEOID03.
 AH6335
 AH6335;                    North         East     Units Scale Factor Converg.
 AH6335;SPC LA S     -    98,833.236 1,051,650.623   MT  0.99998207   +0 15 57.8
 AH6335;SPC LA S     -   324,255.38  3,450,290.42   sFT  0.99998207   +0 15 57.8
 AH6335;UTM  15      - 3,253,265.462   713,377.676   MT  1.00016184   +1 04 46.1
 AH6335
 AH6335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6335!SPC LA S     -   1.00000372  x   0.99998207  =   0.99998579
 AH6335!UTM  15      -   1.00000372  x   1.00016184  =   1.00016556
 AH6335
 AH6335                          SUPERSEDED SURVEY CONTROL
 AH6335
 AH6335  ELLIP H (12/17/98)  -23.70   (m)                       GP(       ) 4 2
 AH6335
 AH6335.Superseded values are not recommended for survey control.
 AH6335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6335.See file dsdata.txt to determine how the superseded data were derived.
 AH6335
 AH6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1337853265(NAD 83)
 AH6335_MARKER: DD = SURVEY DISK
 AH6335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6335_STAMPING: DUB 23
 AH6335_MARK LOGO: LA-109
 AH6335_PROJECTION: FLUSH
 AH6335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6335+STABILITY: SURFACE MOTION
 AH6335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6335+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6335
 AH6335  HISTORY     - Date     Condition        Report By
 AH6335  HISTORY     - 1995     MONUMENTED       MPHI
 AH6335
 AH6335                          STATION DESCRIPTION
 AH6335
 AH6335'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6335'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6335'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6335'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6335'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6335'ON HWY 315 AND TRAVEL SOUTH FOR 14.6 MI (23.5 KM) TO THE STATION ON
 AH6335'THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6335'8.7 FT (2.7 M) SOUTHEAST EDGE OF BAYOU DULARGE, 101.20 FT (30.85 M)
 AH6335'NORTHWEST OF THE FIRE HYDRANT, 20.50 FT (6.25 M) NORTHWEST OF THE
 AH6335'CENTERLINE OF HWY 315, 66.70 FT (20.33 M) NORTHWEST OF NORTHWEST
 AH6335'CORNER OF THE CHAIN LINK FENCE, 90.20 FT (27.49 M) SOUTHWEST OF THE
 AH6335'TELEPHONE PEDESTAL, 110.50 FT (33.68 M) SOUTHWEST OF THE FLAG POLE,
 AH6335'88.0 FT (26.8 M) SOUTHWEST OF THE 42 INCH OAK TREE, AND 56.70 FT
 AH6335'(17.28 M) SOUTHWEST OF THE WATERLINE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6336 ***********************************************************************
 AH6336  DESIGNATION -  DUB 24
 AH6336  PID         -  AH6336
 AH6336  STATE/COUNTY-  LA/TERREBONNE
 AH6336  USGS QUAD   -  LAKE THERIOT (1994)
 AH6336
 AH6336                         *CURRENT SURVEY CONTROL
 AH6336  ___________________________________________________________________
 AH6336* NAD 83(1992)-  29 22 35.14038(N)    090 48 21.59674(W)     ADJUSTED  
 AH6336* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6336  **This station is located in a subsidence area (see below).
 AH6336  ___________________________________________________________________
 AH6336  X           -     -78,246.564 (meters)                     COMP
 AH6336  Y           -  -5,561,919.596 (meters)                     COMP
 AH6336  Z           -   3,110,314.364 (meters)                     COMP
 AH6336  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6336  ELLIP HEIGHT-         -23.95  (meters)          (02/21/02) GPS OBS
 AH6336  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AH6336
 AH6336  HORZ ORDER  -  FIRST
 AH6336  ELLP ORDER  -  FIFTH     CLASS I
 AH6336
 AH6336.The horizontal coordinates were established by GPS observations
 AH6336.and adjusted by the National Geodetic Survey in December 1998..
 AH6336
 AH6336 ** The orthometric height has not been validated since last determined
 AH6336 ** by differential leveling and should not be used for control purposes.
 AH6336 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6336 ** area with valid NAVD 88 orthometric heights.
 AH6336 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6336 ** epoch indicated which incorporates improved geoid heights for the
 AH6336 ** Southern Louisiana Subsidence area.
 AH6336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6336.The orthometric height was determined by GPS observations and a
 AH6336.high-resolution geoid model.
 AH6336
 AH6336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6336
 AH6336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6336
 AH6336.The ellipsoidal height was determined by GPS observations
 AH6336.and is referenced to NAD 83.
 AH6336
 AH6336.The geoid height was determined by GEOID03.
 AH6336
 AH6336;                    North         East     Units Scale Factor Converg.
 AH6336;SPC LA S     -    97,266.753 1,051,194.637   MT  0.99998470   +0 15 49.2
 AH6336;SPC LA S     -   319,116.01  3,448,794.40   sFT  0.99998470   +0 15 49.2
 AH6336;UTM  15      - 3,251,692.387   712,943.892   MT  1.00015956   +1 04 36.0
 AH6336
 AH6336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6336!SPC LA S     -   1.00000376  x   0.99998470  =   0.99998846
 AH6336!UTM  15      -   1.00000376  x   1.00015956  =   1.00016332
 AH6336
 AH6336                          SUPERSEDED SURVEY CONTROL
 AH6336
 AH6336  ELLIP H (12/17/98)  -23.94   (m)                       GP(       ) 4 2
 AH6336
 AH6336.Superseded values are not recommended for survey control.
 AH6336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6336.See file dsdata.txt to determine how the superseded data were derived.
 AH6336
 AH6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1294451692(NAD 83)
 AH6336_MARKER: DD = SURVEY DISK
 AH6336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6336_STAMPING: DUB 24
 AH6336_MARK LOGO: LA-109
 AH6336_PROJECTION: FLUSH
 AH6336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6336+STABILITY: SURFACE MOTION
 AH6336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6336+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6336
 AH6336  HISTORY     - Date     Condition        Report By
 AH6336  HISTORY     - 1995     MONUMENTED       MPHI
 AH6336
 AH6336                          STATION DESCRIPTION
 AH6336
 AH6336'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6336'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6336'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6336'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HAY 315.
 AH6336'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6336'ON HWY 315 AND TRAVEL SOUTH FOR 15.7 MI (25.3 KM) TO THE STATION ON
 AH6336'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6336'21.0 FT (6.4 M) SOUTHEAST OF THE CENTERLINE OF HWY 315, 51.2 FT (15.6
 AH6336'M) WEST OF THE POWER POLE WITH LIGHT, 55.4 FT (16.9 M) NORTHEAST OF
 AH6336'THE CENTERLINE OF THE SHELL DRIVEWAY, 80.20 FT (24.45 M) NORTHEAST OF
 AH6336'THE TELEPHONE PEDESTAL NO. 672 AND 77.60 FT (23.65 M) SOUTHWEST OF THE
 AH6336'CENTERLINE OF THE SHELL DRIVEWAY TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6328 ***********************************************************************
 AH6328  DESIGNATION -  DUB 25
 AH6328  PID         -  AH6328
 AH6328  STATE/COUNTY-  LA/TERREBONNE
 AH6328  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AH6328
 AH6328                         *CURRENT SURVEY CONTROL
 AH6328  ___________________________________________________________________
 AH6328* NAD 83(1992)-  29 21 43.56529(N)    090 49 13.84317(W)     ADJUSTED  
 AH6328* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6328  **This station is located in a subsidence area (see below).
 AH6328  ___________________________________________________________________
 AH6328  X           -     -79,666.538 (meters)                     COMP
 AH6328  Y           -  -5,562,678.434 (meters)                     COMP
 AH6328  Z           -   3,108,930.562 (meters)                     COMP
 AH6328  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6328  ELLIP HEIGHT-         -23.81  (meters)          (02/21/02) GPS OBS
 AH6328  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6328
 AH6328  HORZ ORDER  -  FIRST
 AH6328  ELLP ORDER  -  FIFTH     CLASS I
 AH6328
 AH6328.The horizontal coordinates were established by GPS observations
 AH6328.and adjusted by the National Geodetic Survey in December 1998..
 AH6328
 AH6328 ** The orthometric height has not been validated since last determined
 AH6328 ** by differential leveling and should not be used for control purposes.
 AH6328 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6328 ** area with valid NAVD 88 orthometric heights.
 AH6328 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6328 ** epoch indicated which incorporates improved geoid heights for the
 AH6328 ** Southern Louisiana Subsidence area.
 AH6328 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6328.The orthometric height was determined by GPS observations and a
 AH6328.high-resolution geoid model.
 AH6328
 AH6328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6328
 AH6328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6328
 AH6328.The ellipsoidal height was determined by GPS observations
 AH6328.and is referenced to NAD 83.
 AH6328
 AH6328.The geoid height was determined by GEOID03.
 AH6328
 AH6328;                    North         East     Units Scale Factor Converg.
 AH6328;SPC LA S     -    95,672.430 1,049,792.813   MT  0.99998744   +0 15 23.1
 AH6328;SPC LA S     -   313,885.30  3,444,195.25   sFT  0.99998744   +0 15 23.1
 AH6328;UTM  15      - 3,250,078.064   711,564.592   MT  1.00015233   +1 04 08.6
 AH6328
 AH6328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6328!SPC LA S     -   1.00000374  x   0.99998744  =   0.99999118
 AH6328!UTM  15      -   1.00000374  x   1.00015233  =   1.00015607
 AH6328
 AH6328:                Primary Azimuth Mark                     Grid Az
 AH6328:SPC LA S     -  DUB 26                                   211 55 52.3
 AH6328:UTM  15      -  DUB 26                                   211 07 06.8
 AH6328
 AH6328|---------------------------------------------------------------------|
 AH6328| PID    Reference Object                     Distance      Geod. Az  |
 AH6328|                                                           dddmmss.s |
 AH6328| AH6224 DUB 26                              APPROX. 1.1 KM 2121115.4 |
 AH6328|---------------------------------------------------------------------|
 AH6328
 AH6328                          SUPERSEDED SURVEY CONTROL
 AH6328
 AH6328  ELLIP H (12/17/98)  -23.80   (m)                       GP(       ) 4 2
 AH6328
 AH6328.Superseded values are not recommended for survey control.
 AH6328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6328.See file dsdata.txt to determine how the superseded data were derived.
 AH6328
 AH6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1156550078(NAD 83)
 AH6328_MARKER: DD = SURVEY DISK
 AH6328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6328_STAMPING: DUB 25
 AH6328_MARK LOGO: LA-109
 AH6328_PROJECTION: FLUSH
 AH6328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6328+STABILITY: SURFACE MOTION
 AH6328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6328+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6328
 AH6328  HISTORY     - Date     Condition        Report By
 AH6328  HISTORY     - 1995     MONUMENTED       MPHI
 AH6328
 AH6328                          STATION DESCRIPTION
 AH6328
 AH6328'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6328'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6328'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6328'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6328'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6328'ON HWY 315 AND TRAVEL SOUTH FOR 17.1 MI (27.5 KM) TO THE STATION ON
 AH6328'THE  RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6328'48.5 FT (14.8 M) SOUTHWEST OF THE SERVICE POLE, 64.2 FT (19.6 M) WEST
 AH6328'OF THE FIRE HYDRANT, 64.7 FT (19.7 M) NORHTWEST OF THE POWER POLE WITH
 AH6328'LIGHT, 22.3 FT (6.8 M) NORTHWEST OF THE CENTERLINE OF HWY 315, AND 8.8
 AH6328'FT (2.7 M) SOUTHEAST OF THE EDGE OF BAYOU DULARGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6224 ***********************************************************************
 AH6224  DESIGNATION -  DUB 26
 AH6224  PID         -  AH6224
 AH6224  STATE/COUNTY-  LA/TERREBONNE
 AH6224  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AH6224
 AH6224                         *CURRENT SURVEY CONTROL
 AH6224  ___________________________________________________________________
 AH6224* NAD 83(1992)-  29 21 12.46135(N)    090 49 36.18998(W)     ADJUSTED  
 AH6224* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6224  **This station is located in a subsidence area (see below).
 AH6224  ___________________________________________________________________
 AH6224  X           -     -80,275.979 (meters)                     COMP
 AH6224  Y           -  -5,563,139.543 (meters)                     COMP
 AH6224  Z           -   3,108,096.059 (meters)                     COMP
 AH6224  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6224  ELLIP HEIGHT-         -23.45  (meters)          (02/21/02) GPS OBS
 AH6224  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AH6224
 AH6224  HORZ ORDER  -  FIRST
 AH6224  ELLP ORDER  -  FIFTH     CLASS I
 AH6224
 AH6224.The horizontal coordinates were established by GPS observations
 AH6224.and adjusted by the National Geodetic Survey in December 1998..
 AH6224
 AH6224 ** The orthometric height has not been validated since last determined
 AH6224 ** by differential leveling and should not be used for control purposes.
 AH6224 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6224 ** area with valid NAVD 88 orthometric heights.
 AH6224 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6224 ** epoch indicated which incorporates improved geoid heights for the
 AH6224 ** Southern Louisiana Subsidence area.
 AH6224 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6224.The orthometric height was determined by GPS observations and a
 AH6224.high-resolution geoid model.
 AH6224
 AH6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6224
 AH6224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6224
 AH6224.The ellipsoidal height was determined by GPS observations
 AH6224.and is referenced to NAD 83.
 AH6224
 AH6224.The geoid height was determined by GEOID03.
 AH6224
 AH6224;                    North         East     Units Scale Factor Converg.
 AH6224;SPC LA S     -    94,712.099 1,049,194.334   MT  0.99998911   +0 15 11.9
 AH6224;SPC LA S     -   310,734.61  3,442,231.74   sFT  0.99998911   +0 15 11.9
 AH6224;UTM  15      - 3,249,109.185   710,979.696   MT  1.00014928   +1 03 56.6
 AH6224
 AH6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6224!SPC LA S     -   1.00000368  x   0.99998911  =   0.99999279
 AH6224!UTM  15      -   1.00000368  x   1.00014928  =   1.00015296
 AH6224
 AH6224:                Primary Azimuth Mark                     Grid Az
 AH6224:SPC LA S     -  DUB 25                                   031 55 52.5
 AH6224:UTM  15      -  DUB 25                                   031 07 07.8
 AH6224
 AH6224|---------------------------------------------------------------------|
 AH6224| PID    Reference Object                     Distance      Geod. Az  |
 AH6224|                                                           dddmmss.s |
 AH6224| AH6328 DUB 25                              APPROX. 1.1 KM 0321104.4 |
 AH6224|---------------------------------------------------------------------|
 AH6224
 AH6224                          SUPERSEDED SURVEY CONTROL
 AH6224
 AH6224  ELLIP H (12/17/98)  -23.45   (m)                       GP(       ) 4 2
 AH6224
 AH6224.Superseded values are not recommended for survey control.
 AH6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6224.See file dsdata.txt to determine how the superseded data were derived.
 AH6224
 AH6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1098049109(NAD 83)
 AH6224_MARKER: DD = SURVEY DISK
 AH6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6224_STAMPING: DUB 26
 AH6224_MARK LOGO: LA-109
 AH6224_PROJECTION: FLUSH
 AH6224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6224+STABILITY: SURFACE MOTION
 AH6224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6224+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6224
 AH6224  HISTORY     - Date     Condition        Report By
 AH6224  HISTORY     - 1995     MONUMENTED       MPHI
 AH6224
 AH6224                          STATION DESCRIPTION
 AH6224
 AH6224'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6224'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6224'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6224'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) JUNCTION WITH HWY 315.
 AH6224'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN.  TURN LEFT
 AH6224'ON HWY 315 AND TRAVEL SOUTH FOR 17.8 MI (28.6 KM) TO THE STATION ON
 AH6224'THE LEFT.  THE STATION IS A 2INCH DISK IN CONCRETE. THE STATION IS
 AH6224'20.0 FT (6.1 M) SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY (NO.
 AH6224'2895), 16.10 FT (4.91 M) NORTHWEST OF THE POWER POLE, 53.50 FT (16.31
 AH6224'M) NORTHEAST OF THE DRIVEWAY (NO. 2901), 74.9 FT (22.8 M) NORTHEAST OF
 AH6224'THE POWER POLE WITH LIGHT, 47.4 FT (14.4 M) WEST OF THE SOUTHWEST
 AH6224'CORNER HOUSE (NO. 2895), AND 58.0 FT (17.7 M) EAST OF THE TALL SERVICE
 AH6224'POLE (BAYOU SIDE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6222 ***********************************************************************
 AH6222  DESIGNATION -  DUB 27
 AH6222  PID         -  AH6222
 AH6222  STATE/COUNTY-  LA/TERREBONNE
 AH6222  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AH6222
 AH6222                         *CURRENT SURVEY CONTROL
 AH6222  ___________________________________________________________________
 AH6222* NAD 83(1992)-  29 20 17.36721(N)    090 50 20.64509(W)     ADJUSTED  
 AH6222* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 AH6222  ___________________________________________________________________
 AH6222  X           -     -81,487.144 (meters)                     COMP
 AH6222  Y           -  -5,563,953.355 (meters)                     COMP
 AH6222  Z           -   3,106,617.434 (meters)                     COMP
 AH6222  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6222  ELLIP HEIGHT-         -23.44  (meters)          (02/21/02) GPS OBS
 AH6222  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH6222
 AH6222  HORZ ORDER  -  FIRST
 AH6222  ELLP ORDER  -  FIFTH     CLASS I
 AH6222
 AH6222.The horizontal coordinates were established by GPS observations
 AH6222.and adjusted by the National Geodetic Survey in December 1998..
 AH6222
 AH6222.The orthometric height was determined by GPS observations and a
 AH6222.high-resolution geoid model.
 AH6222
 AH6222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6222
 AH6222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6222
 AH6222.The ellipsoidal height was determined by GPS observations
 AH6222.and is referenced to NAD 83.
 AH6222
 AH6222.The geoid height was determined by GEOID03.
 AH6222
 AH6222;                    North         East     Units Scale Factor Converg.
 AH6222;SPC LA S     -    93,010.584 1,048,002.553   MT  0.99999214   +0 14 49.7
 AH6222;SPC LA S     -   305,152.22  3,438,321.71   sFT  0.99999214   +0 14 49.7
 AH6222;UTM  15      - 3,247,390.679   709,811.973   MT  1.00014322   +1 03 33.0
 AH6222
 AH6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6222!SPC LA S     -   1.00000368  x   0.99999214  =   0.99999582
 AH6222!UTM  15      -   1.00000368  x   1.00014322  =   1.00014690
 AH6222
 AH6222:                Primary Azimuth Mark                     Grid Az
 AH6222:SPC LA S     -  DUB 28                                   236 53 06.8
 AH6222:UTM  15      -  DUB 28                                   236 04 23.5
 AH6222
 AH6222|---------------------------------------------------------------------|
 AH6222| PID    Reference Object                     Distance      Geod. Az  |
 AH6222|                                                           dddmmss.s |
 AH6222| AH6339 DUB 28                              APPROX. 0.7 KM 2370756.5 |
 AH6222|---------------------------------------------------------------------|
 AH6222
 AH6222                          SUPERSEDED SURVEY CONTROL
 AH6222
 AH6222  ELLIP H (12/17/98)  -23.44   (m)                       GP(       ) 4 2
 AH6222
 AH6222.Superseded values are not recommended for survey control.
 AH6222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6222.See file dsdata.txt to determine how the superseded data were derived.
 AH6222
 AH6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0981247391(NAD 83)
 AH6222_MARKER: DD = SURVEY DISK
 AH6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6222_STAMPING: DUB 27
 AH6222_MARK LOGO: LA-109
 AH6222_PROJECTION: FLUSH
 AH6222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6222+STABILITY: SURFACE MOTION
 AH6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6222+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6222
 AH6222  HISTORY     - Date     Condition        Report By
 AH6222  HISTORY     - 1995     MONUMENTED       MPHI
 AH6222
 AH6222                          STATION DESCRIPTION
 AH6222
 AH6222'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6222'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6222'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH 90 WEST.  TURN RIGHT ON HWY 90
 AH6222'AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315. TRAVEL
 AH6222'SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN.  TURN LEFT ON HWY
 AH6222'315 AND TRAVEL SOUTH FOR 19.1 MI (30.7 KM) TO THE STATION ON THE LEFT.
 AH6222'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 79.5 FT (24.2
 AH6222'M) SOUTHWEST OF THE POWER POLE, 23.4 FT (7.1 M) SOUTHWEST OF TEH
 AH6222'CENTERLINE OF DRIVEWAY (3217), 45.4 FT (13.8 M) NORTHEAST OF THE
 AH6222'CORNER OF THE CHAIN LINK FENCE, 73.6 FT (22.4 M) EAST OF THE POWER
 AH6222'POLE WITH LIGHT (CORNER OF TIMMYS MARINE) , 18.3 FT (5.6 M) SOUTHEAST
 AH6222'OF THE CENTERLINE OF HWY 315, AND 48.0 FT (14.6 M) SOUTHEAST OF THE
 AH6222'ELECTIC BOX POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6339 ***********************************************************************
 AH6339  DESIGNATION -  DUB 28
 AH6339  PID         -  AH6339
 AH6339  STATE/COUNTY-  LA/TERREBONNE
 AH6339  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AH6339
 AH6339                         *CURRENT SURVEY CONTROL
 AH6339  ___________________________________________________________________
 AH6339* NAD 83(1992)-  29 20 05.82049(N)    090 50 41.03910(W)     ADJUSTED  
 AH6339* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 AH6339  ___________________________________________________________________
 AH6339  X           -     -82,039.831 (meters)                     COMP
 AH6339  Y           -  -5,564,119.092 (meters)                     COMP
 AH6339  Z           -   3,106,307.321 (meters)                     COMP
 AH6339  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6339  ELLIP HEIGHT-         -23.83  (meters)          (02/21/02) GPS OBS
 AH6339  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AH6339
 AH6339  HORZ ORDER  -  FIRST
 AH6339  ELLP ORDER  -  FIFTH     CLASS I
 AH6339
 AH6339.The horizontal coordinates were established by GPS observations
 AH6339.and adjusted by the National Geodetic Survey in December 1998..
 AH6339
 AH6339.The orthometric height was determined by GPS observations and a
 AH6339.high-resolution geoid model.
 AH6339
 AH6339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6339
 AH6339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6339
 AH6339.The ellipsoidal height was determined by GPS observations
 AH6339.and is referenced to NAD 83.
 AH6339
 AH6339.The geoid height was determined by GEOID03.
 AH6339
 AH6339;                    North         East     Units Scale Factor Converg.
 AH6339;SPC LA S     -    92,652.715 1,047,453.893   MT  0.99999279   +0 14 39.5
 AH6339;SPC LA S     -   303,978.12  3,436,521.65   sFT  0.99999279   +0 14 39.5
 AH6339;UTM  15      - 3,247,025.017   709,268.358   MT  1.00014041   +1 03 22.6
 AH6339
 AH6339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6339!SPC LA S     -   1.00000374  x   0.99999279  =   0.99999653
 AH6339!UTM  15      -   1.00000374  x   1.00014041  =   1.00014415
 AH6339
 AH6339:                Primary Azimuth Mark                     Grid Az
 AH6339:SPC LA S     -  DUB 27                                   056 53 07.0
 AH6339:UTM  15      -  DUB 27                                   056 04 23.9
 AH6339
 AH6339|---------------------------------------------------------------------|
 AH6339| PID    Reference Object                     Distance      Geod. Az  |
 AH6339|                                                           dddmmss.s |
 AH6339| AH6222 DUB 27                              APPROX. 0.7 KM 0570746.5 |
 AH6339|---------------------------------------------------------------------|
 AH6339
 AH6339                          SUPERSEDED SURVEY CONTROL
 AH6339
 AH6339  ELLIP H (12/17/98)  -24.13   (m)                       GP(       ) 4 2
 AH6339
 AH6339.Superseded values are not recommended for survey control.
 AH6339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6339.See file dsdata.txt to determine how the superseded data were derived.
 AH6339
 AH6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0926847025(NAD 83)
 AH6339_MARKER: DD = SURVEY DISK
 AH6339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6339_STAMPING: DUB 28
 AH6339_MARK LOGO: LA-109
 AH6339_PROJECTION: FLUSH
 AH6339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6339+STABILITY: SURFACE MOTION
 AH6339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6339+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 AH6339
 AH6339  HISTORY     - Date     Condition        Report By
 AH6339  HISTORY     - 1995     MONUMENTED       MPHI
 AH6339  HISTORY     - 20031216 GOOD             INDIV
 AH6339
 AH6339                          STATION DESCRIPTION
 AH6339
 AH6339'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6339'TO REACH THE STATION FORM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6339'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6339'HWY 90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6339'TRAVEL SOUTH ON HWY 315 FOR 1.0 MI (1.6 KM) TO A STOP SIGN. TURN LEFT
 AH6339'ON HWY 315 AND TRAVEL SOUTH FOR 19.5 MI (31.4 KM) TO THE STATION ON
 AH6339'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6339'71.90 FT (21.92 M) WEST OF THE POWER POLE WITH 2 TRANSFORMERS AND
 AH6339'LIGHT, 143.0 FT (43.6 M) NORTHEAST OF THE CORNER OF THE BAY JUNOP
 AH6339'OYSTER HOUSE, 192.8 FT (58.8 M) NORTHEAST OF THE FIRE HYDRANT, 136.5
 AH6339'FT (41.6 M) SOUTHEAST OF THE SERVICE POLE WITH LIGHT, 61.10 FT (18.62
 AH6339'M) SOUTHEAST OF THE SERVCE POLE WITH LIGHT, AND 19.6 FT (6.0 M)
 AH6339'SOUTHEAST OF THE CENTERLINE OF THE SHELL ROAD.
 AH6339
 AH6339                          STATION RECOVERY (2003)
 AH6339
 AH6339'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BJG)
 AH6339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3062 ***********************************************************************
 BX3062  DESIGNATION -  DUBAC
 BX3062  PID         -  BX3062
 BX3062  STATE/COUNTY-  LA/AVOYELLES
 BX3062  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX3062
 BX3062                         *CURRENT SURVEY CONTROL
 BX3062  ___________________________________________________________________
 BX3062* NAD 83(1992)-  31 05 53.53059(N)    092 03 50.96773(W)     ADJUSTED  
 BX3062* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 BX3062  ___________________________________________________________________
 BX3062  X           -    -196,890.864 (meters)                     COMP
 BX3062  Y           -  -5,462,826.110 (meters)                     COMP
 BX3062  Z           -   3,275,219.908 (meters)                     COMP
 BX3062  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BX3062  ELLIP HEIGHT-          -2.82  (meters)          (01/02/04) GPS OBS
 BX3062  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BX3062
 BX3062  HORZ ORDER  -  THIRD
 BX3062  ELLP ORDER  -  FOURTH    CLASS II
 BX3062
 BX3062.This mark is at Marksville Airport (LA26)
 BX3062
 BX3062.The horizontal coordinates were established by GPS observations
 BX3062.and adjusted by the National Geodetic Survey in January 1993..
 BX3062
 BX3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3062
 BX3062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3062
 BX3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3062
 BX3062.The ellipsoidal height was determined by GPS observations
 BX3062.and is referenced to NAD 83.
 BX3062
 BX3062.The geoid height was determined by GEOID03.
 BX3062
 BX3062;                    North         East     Units Scale Factor Converg.
 BX3062;SPC LA N     -    66,411.168 1,041,582.642   MT  1.00001623   +0 13 49.5
 BX3062;SPC LA N     -   217,883.97  3,417,259.05   sFT  1.00001623   +0 13 49.5
 BX3062;UTM  15      - 3,440,861.869   589,251.357   MT  0.99969826   +0 29 00.2
 BX3062
 BX3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3062!SPC LA N     -   1.00000044  x   1.00001623  =   1.00001667
 BX3062!UTM  15      -   1.00000044  x   0.99969826  =   0.99969870
 BX3062
 BX3062:                Primary Azimuth Mark                     Grid Az
 BX3062:SPC LA N     -  DUBAC AZ MK                              230 05 22.6
 BX3062:UTM  15      -  DUBAC AZ MK                              229 50 11.9
 BX3062
 BX3062|---------------------------------------------------------------------|
 BX3062| PID    Reference Object                     Distance      Geod. Az  |
 BX3062|                                                           dddmmss.s |
 BX3062| BX3063 DUBAC AZ MK                         APPROX. 0.8 KM 2301912.1 |
 BX3062|---------------------------------------------------------------------|
 BX3062
 BX3062                          SUPERSEDED SURVEY CONTROL
 BX3062
 BX3062  ELLIP H (01/21/93)   -2.76   (m)                       GP(       ) 4 2
 BX3062  NAD 83(1986)-  31 05 53.54969(N)    092 03 50.96079(W) AD(       ) 3
 BX3062  NAD 27      -  31 05 52.87797(N)    092 03 50.52311(W) AD(       ) 3
 BX3062  NGVD 29 (11/20/87)   24.0    (m)           79.     (f) GPS OBS        
 BX3062
 BX3062.Superseded values are not recommended for survey control.
 BX3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3062.See file dsdata.txt to determine how the superseded data were derived.
 BX3062
 BX3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8925140862(NAD 83)
 BX3062_MARKER: DH = HORIZONTAL CONTROL DISK
 BX3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3062_SP_SET: CONCRETE POST
 BX3062_STAMPING: DUBAC 1986
 BX3062_MARK LOGO: NGS   
 BX3062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3062+STABILITY: SURFACE MOTION
 BX3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3062+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 BX3062
 BX3062  HISTORY     - Date     Condition        Report By
 BX3062  HISTORY     - 1986     MONUMENTED       LADTD
 BX3062  HISTORY     - 19861231 GOOD             LADTD
 BX3062  HISTORY     - 19870309 GOOD
 BX3062  HISTORY     - 19980202 GOOD             LADTD
 BX3062
 BX3062                          STATION DESCRIPTION
 BX3062
 BX3062'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BX3062'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF MARKSVILLE, AT
 BX3062'THE NORTH END OF THE MARKSVILLE MUNICIPAL AIRPORT NEAR THE FRONT
 BX3062'GATE.
 BX3062'OWNERSHIP--TOWN OF MARKSVILLE, CONTACT MR. NEWMAN DUBAC, ROUTE 3,
 BX3062'BOX 19, MARKSVILLE, LA., PHONE 381-253-9574.
 BX3062'
 BX3062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1, 107 AND
 BX3062'115 AT THE SOUTH EDGE OF MARKSVILLE, GO SOUTH ON HIGHWAY 1 FOR 3.4
 BX3062'KM (2.1 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT GO NORTHWEST FOR 0.3
 BX3062'KM (0.2 MI) TO A PAVED ROAD, AIRPORT ENTRANCE, LEFT.  TURN LEFT, GO
 BX3062'SOUTH-SOUTHWEST FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT,
 BX3062'WEST OF ENTRANCE GATE.
 BX3062'
 BX3062'THE STATION IS A STANDARD NGS DISK
 BX3062'STAMPED---DUBAC 1986---,
 BX3062'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX3062'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BX3062'55.8 METERS (183.0 FT) EAST FROM THE NORTHEAST EDGE OF RIGHT-OF-WAY,
 BX3062'53.8 METERS (175.0 FT) NORTH FROM THE NORTHWEST CORNER OF
 BX3062'HANGAR,
 BX3062'35.4 METERS (116 FT) NORTHWEST FROM THE AIRPORT BEACON,
 BX3062'13.4 METERS (44.0 FT) NORTHWEST FROM THE CENTER OF ROAD AT ENTRANCE
 BX3062'GATE AND
 BX3062'1.1 METERS (3.5 FT) SOUTHWEST FROM A WITNESS POST.
 BX3062'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BX3062'STAMPED---DUBAC 1986---,
 BX3062'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BX3062'
 BX3062'DESCRIBED BY K.R. WALLACE, TYPED BY DEW.
 BX3062
 BX3062                          STATION RECOVERY (1986)
 BX3062
 BX3062'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BX3062'ABOUT 0.6 KM (0.35 MI) SOUTH ON WASHINGTON STREET FROM THE COURTHOUSE
 BX3062'IN MARKSVILLE TO THE JUNCTION WITH STATE HIGHWAY 1, THENCE SOUTHEAST
 BX3062'ON STATE HIGHWAY 1 FOR 2.9 KM (1.80 MI) TO A PAVED ROAD ON THE RIGHT,
 BX3062'THENCE NORTHWEST (RIGHT) ON THE PAVED ROAD FOR 0.3 KM (0.20 MI) TO A
 BX3062'GRAVEL ROAD ON THE LEFT AND THE ENTRANCE TO THE MARKSVILLE AIRPORT,
 BX3062'THENCE SOUTHWEST ON THE GRAVEL ROAD FOR 0.2 KM (0.10 MI) TO THE
 BX3062'ENTRANCE GATE ON THE AIRPORT WITH THE MARK SET ON THE RIGHT NEAR THE
 BX3062'GATE, 53.3 METERS (174.9 FT) NORTH OF THE NORTHWEST CORNER OF A METAL
 BX3062'HANGAR, 35.4 METERS (116.1 FT) NORTHWEST OF THE AIRPORT BEACON, AND
 BX3062'13.4 METERS (44.0 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE GATE AND
 BX3062'DRIVE.
 BX3062
 BX3062                          STATION RECOVERY (1987)
 BX3062
 BX3062'RECOVERED 1987
 BX3062'RECOVERED IN GOOD CONDITION.
 BX3062
 BX3062                          STATION RECOVERY (1998)
 BX3062
 BX3062'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 BX3062'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF MARKSVILLE, AT
 BX3062'THE MARKSVILLE MUNICIPAL AIRPORT, SET NEAR THE NORTH END OF THE
 BX3062'RUNWAY.  OWNERSHIP--TOWN OF MARKSVILLE, CONTACT MR.  NEWMAN DUBAC,
 BX3062'ROUTE 3, BOX 19, MARKSVILLE, LA., PHONE 318-253-9574.  TO REACH THE
 BX3062'STATION FROM THE COURTHOUSE IN MARKSVILLE GO SOUTH FOR 0.3 MI (0.5 KM)
 BX3062'ON MAIN STREET TO THE JUNCTION WITH STATE HIGHWAY 1, TURN LEFT AND GO
 BX3062'SOUTHEAST FOR 1.3 MI (2.1 KM) ON HIGHWAY 1 TO THE JUNCTION WITH
 BX3062'AIRPORT ROAD, TURN RIGHT AND GO SOUTHWEST FOR 0.4 MI (0.6 KM) ON
 BX3062'AIRPORT ROAD TO THE JUNCTION WITH CURRY MOREAU ROAD, TURN RIGHT AND GO
 BX3062'WEST FOR 0.85 MI (1.37 KM) ON CURRY MOREAU ROAD TO THE JUNCTION WITH
 BX3062'THE AIRPORT ENTRANCE ROAD, TURN LEFT AND GO EAST FOR 0.4 MI (0.6 KM)
 BX3062'ON THE AIRPORT ENTRANCE ROAD TO THE ENTRANCE GATE INTO THE AIRPORT,
 BX3062'CONTINUE STRAIGHT AND EAST FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN
 BX3062'LEFT AND GO NORTH FOR 0.5 MI (0.8 KM) ON THE RUNWAY TO THE NORTH END
 BX3062'OF THE RUNWAY AND THE STATION SET ON THE RIGHT.  THE STATION IS 207.0
 BX3062'FT (63.1 M) EAST FROM THE CENTER OF RUNWAY END 22, 177.0 FT (53.9 M)
 BX3062'NORTH FROM THE NORTHWEST CORNER OF A METAL HANGER, 110.0 FT (33.5 M)
 BX3062'NORTHWEST FROM A METER POLE WITH SECURITY LIGHT ATTACHED, 97.0 FT
 BX3062'(29.6 M) NORTHEAST FROM THE NORTHEAST EDGE OF AN AIRPLANE PARKING
 BX3062'AREA, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 BX3062'DESCRIBED BY CHAD THOMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3063 ***********************************************************************
 BX3063  DESIGNATION -  DUBAC AZ MK
 BX3063  PID         -  BX3063
 BX3063  STATE/COUNTY-  LA/AVOYELLES
 BX3063  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX3063
 BX3063                         *CURRENT SURVEY CONTROL
 BX3063  ___________________________________________________________________
 BX3063* NAD 83(1992)-  31 05 37.34040(N)    092 04 13.64422(W)     ADJUSTED  
 BX3063* NAVD 88     -        22.5    (meters)      74.     (feet)  VERTCON   
 BX3063  ___________________________________________________________________
 BX3063  X           -    -197,500.697 (meters)                     COMP
 BX3063  Y           -  -5,463,060.519 (meters)                     COMP
 BX3063  Z           -   3,274,792.175 (meters)                     COMP
 BX3063  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BX3063  ELLIP HEIGHT-          -4.30  (meters)          (01/02/04) GPS OBS
 BX3063  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BX3063
 BX3063  HORZ ORDER  -  THIRD
 BX3063  ELLP ORDER  -  FOURTH    CLASS II
 BX3063
 BX3063.This mark is at Marksville Airport (LA26)
 BX3063
 BX3063.The horizontal coordinates were established by GPS observations
 BX3063.and adjusted by the National Geodetic Survey in January 1993..
 BX3063
 BX3063.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3063
 BX3063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3063
 BX3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3063
 BX3063.The ellipsoidal height was determined by GPS observations
 BX3063.and is referenced to NAD 83.
 BX3063
 BX3063.The geoid height was determined by GEOID03.
 BX3063
 BX3063;                    North         East     Units Scale Factor Converg.
 BX3063;SPC LA N     -    65,910.147 1,040,983.647   MT  1.00001734   +0 13 37.6
 BX3063;SPC LA N     -   216,240.21  3,415,293.85   sFT  1.00001734   +0 13 37.6
 BX3063;UTM  15      - 3,440,358.368   588,654.770   MT  0.99969695   +0 28 48.3
 BX3063
 BX3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3063!SPC LA N     -   1.00000068  x   1.00001734  =   1.00001802
 BX3063!UTM  15      -   1.00000068  x   0.99969695  =   0.99969763
 BX3063
 BX3063:                Primary Azimuth Mark                     Grid Az
 BX3063:SPC LA N     -  DUBAC                                    050 05 22.7
 BX3063:UTM  15      -  DUBAC                                    049 50 12.0
 BX3063
 BX3063|---------------------------------------------------------------------|
 BX3063| PID    Reference Object                     Distance      Geod. Az  |
 BX3063|                                                           dddmmss.s |
 BX3063| BX3062 DUBAC                               APPROX. 0.8 KM 0501900.3 |
 BX3063|---------------------------------------------------------------------|
 BX3063
 BX3063                          SUPERSEDED SURVEY CONTROL
 BX3063
 BX3063  ELLIP H (01/21/93)   -4.24   (m)                       GP(       ) 4 2
 BX3063  NAD 83(1986)-  31 05 37.35950(N)    092 04 13.63729(W) AD(       ) 3
 BX3063  NAD 27      -  31 05 36.68726(N)    092 04 13.19885(W) AD(       ) 3
 BX3063  NGVD 29 (11/20/87)   22.5    (m)           74.     (f) GPS OBS        
 BX3063
 BX3063.Superseded values are not recommended for survey control.
 BX3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3063.See file dsdata.txt to determine how the superseded data were derived.
 BX3063
 BX3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8865540358(NAD 83)
 BX3063_MARKER: DZ = AZIMUTH MARK DISK
 BX3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3063_SP_SET: CONCRETE POST
 BX3063_STAMPING: DUBAC 1986
 BX3063_MARK LOGO: NGS   
 BX3063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3063+STABILITY: SURFACE MOTION
 BX3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3063+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 BX3063
 BX3063  HISTORY     - Date     Condition        Report By
 BX3063  HISTORY     - 1986     MONUMENTED       LADTD
 BX3063  HISTORY     - 19861231 GOOD             LADTD
 BX3063  HISTORY     - 19870309 GOOD             NGS
 BX3063  HISTORY     - 19980202 GOOD             LADTD
 BX3063
 BX3063                          STATION DESCRIPTION
 BX3063
 BX3063'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BX3063'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF MARKSVILLE,
 BX3063'NEAR THE SOUTH END OF THE MARKSVILLES MUNICIPAL AIRPORT.
 BX3063'OWNERSHIP--TOWN OF MARKSVILLE, CONTACT MR. NEWMAN DUBAC, ROUTE 3
 BX3063'BOX 19, MARKSVILLE, LA., PHONE 318-253-9574.
 BX3063'
 BX3063'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 107 AND
 BX3063'115 AT THE SOUTH EDGE OF MARKSVILLE, GO SOUTH ON HIGHWAY 1 FOR 3.4
 BX3063'KM (2.1 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST OF
 BX3063'0.3 KM (0.2 MI) TO A PAVED ROAD, AIRPORT ENTRANCE, LEFT. TURN LEFT,
 BX3063'GO SOUTH-SOUTHWEST FOR 0.2 KM (0.1 MI) TO THE ENTRANCE GATE OF THE
 BX3063'AIRPORT, THEN SOUTHWEST ALONG THE WEST EDGE OF THE RUNWAY FOR ABOUT
 BX3063'0.9 KM (0.55 MI) TO A TAXI STRIP AND THE STATION ON THE RIGHT.
 BX3063'
 BX3063'THE STATION IS A STANDARD NGS DISK
 BX3063'STAMPED---DUBAC 1986---,
 BX3063'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX3063'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BX3063'20.7 METERS (68 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY,
 BX3063'14.3 METERS (47 FT) NORTHEAST FROM THE CENTER OF A TAXI APPROACH,
 BX3063'9 METERS (29.5 FT) SOUTHEAST FROM THE NORTH END OF THE EAST ONE OF
 BX3063'TWO CEMENT CULVERTS,
 BX3063'3.5 METERS (11.5 FT) WEST FROM A TAXIWAY LIGHT IN CURVE AND
 BX3063'0.5 METERS (1.5 FT) SOUTHEAST FROM A WITNESS POST.
 BX3063'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BX3063'STAMPED---DUBAC 1986---,
 BX3063'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BX3063
 BX3063                          STATION RECOVERY (1986)
 BX3063
 BX3063'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BX3063'ABOUT 0.6 KM (0.35 MI) SOUTH ON WASHINGTON STREET FROM THE COURTHOUSE
 BX3063'IN MARKSVILLE TO THE JUNCTION WITH STATE HIGHWAY 1, THENCE SOUTHEAST
 BX3063'ON STATE HIGHWAY 1 FOR 2.9 KM (1.80 MI) TO A PAVED ROAD ON THE RIGHT,
 BX3063'THENCE NORTHWEST ON THE PAVED ROAD FOR 0.3 KM (0.20 MI) TO A GRAVEL
 BX3063'ROAD ON THE LEFT, AND THE ENTRANCE TO THE MARKSVILLE AIRPORT, THENCE
 BX3063'SOUTHEAST ON THE GRAVEL ROAD FOR 0.2 KM (0.10 MI) TO THE ENTRANCE GATE
 BX3063'TO THE AIRPORT, CONTINUE SOUTHEASTERLY ALONG THE WEST EDGE OF THE
 BX3063'RUNWAY FOR ABOUT 0.9 KM (0.55 MI) TO A TAXI STRIP AND THE AZIMUTH MARK
 BX3063'ON THE RIGHT, 20.7 METERS (67.9 FT) NORTHWEST OF THE CENTER OF THE
 BX3063'RUNWAY, 14.3 METERS (46.9 FT) NORTHEAST OF THE CENTER OF A TAXIWAY
 BX3063'APPROACH AND 9 METERS (29.5 FT) SOUTHEAST OF THE NORTH END OF THE EAST
 BX3063'ONE OF TWO CEMENT CULVERTS.
 BX3063
 BX3063                          STATION RECOVERY (1987)
 BX3063
 BX3063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BX3063'RECOVERED IN GOOD CONDITION.
 BX3063
 BX3063                          STATION RECOVERY (1998)
 BX3063
 BX3063'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 BX3063'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF MARKSVILLE, AT
 BX3063'THE MARKSVILLE MUNICIPAL AIRPORT, SET NEAR THE WEST APPROACH RAMP TO
 BX3063'THE RUNWAY.  OWNERSHIP--TOWN OF MARKSVILLE, FOR ENTRANCE CONTACT MR.
 BX3063'NEWMAN DUBAC, ROUTE 3, BOX 19, MARKSVILLE, LA., PHONE 318-253-9574. TO
 BX3063'REACH THE STATION FROM THE COURTHOUSE IN MARKSVILLE, GO SOUTH FOR 0.3
 BX3063'MI (0.5 KM) ON MAIN STREET TO THE JUNCTION WITH STATE HIGHWAY 1, TURN
 BX3063'LEFT AND GO SOUTHEAST FOR 1.3 MI (2.1 KM) ON HIGHWAY 1 TO THE JUNCTION
 BX3063'WITH AIRPORT ROAD, TURN RIGHT AND GO SOUTHWEST FOR 0.4 MI (0.6 KM) ON
 BX3063'AIRPORT ROAD TO THE JUNCTION WITH CURRY MOREAU ROAD, TURN RIGHT AND GO
 BX3063'WEST FOR 0.85 MI (1.37 KM) ON CURRY MOREAU ROAD TO THE JUNCTION WITH
 BX3063'THE ENTRANCE ROAD INTO THE AIRPORT, TURN LEFT AND GO EAST FOR 0.4 MI
 BX3063'(0.6 KM) ON THE ROAD INTO THE AIRPORT TO THE ENTRANCE GATE, CONTINUE
 BX3063'STRAIGHT FOR 0.05 MI (0.08 KM) TO THE RUNWAY APPROACH RAMP AND THE
 BX3063'RUNWAY WITH THE STATION SET ON THE LEFT.  THE STATION IS 68.5 FT (20.9
 BX3063'M) NORTHWEST FROM THE CENTER OF THE RUNWAY, 47.5 FT (14.5 M) NORTHEAST
 BX3063'FROM THE CENTER OF THE APPROACH RAMP, 30.0 FT (9.1 M) SOUTHEAST FROM
 BX3063'THE NORTH END OF THE EAST ONE OF TWO CEMENT CULVERTS, 11.5 FT (3.5 M)
 BX3063'NORTH-NORTHWEST FROM THE CENTER ONE OF THREE BLUE DOME RUNWAY APPROACH
 BX3063'LIGHTS FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 BX3063'DESCRIBED BY CHAD THOMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2928 ***********************************************************************
 CQ2928  DESIGNATION -  DUBACH
 CQ2928  PID         -  CQ2928
 CQ2928  STATE/COUNTY-  LA/LINCOLN
 CQ2928  USGS QUAD   -  DUBACH (1985)
 CQ2928
 CQ2928                         *CURRENT SURVEY CONTROL
 CQ2928  ___________________________________________________________________
 CQ2928* NAD 83(1992)-  32 39 24.93313(N)    092 38 56.21079(W)     ADJUSTED  
 CQ2928* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 CQ2928  ___________________________________________________________________
 CQ2928  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CQ2928  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ2928
 CQ2928  HORZ ORDER  -  THIRD
 CQ2928
 CQ2928.The horizontal coordinates were established by classical geodetic methods
 CQ2928.and adjusted by the National Geodetic Survey in January 1993..
 CQ2928
 CQ2928.The orthometric height was scaled from a topographic map.
 CQ2928
 CQ2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2928
 CQ2928.The geoid height was determined by GEOID03.
 CQ2928
 CQ2928;                    North         East     Units Scale Factor Converg.
 CQ2928;SPC LA N     -   239,166.285   986,026.797   MT  0.99999779   -0 04 43.5
 CQ2928;SPC LA N     -   784,664.72  3,234,989.58   sFT  0.99999779   -0 04 43.5
 CQ2928;UTM  15      - 3,613,309.179   532,920.282   MT  0.99961336   +0 11 22.0
 CQ2928
 CQ2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2928!SPC LA N     -   0.99999245  x   0.99999779  =   0.99999024
 CQ2928!UTM  15      -   0.99999245  x   0.99961336  =   0.99960582
 CQ2928
 CQ2928:                Primary Azimuth Mark                     Grid Az
 CQ2928:SPC LA N     -  DUBACH AZ MK                             025 23 21.0
 CQ2928:UTM  15      -  DUBACH AZ MK                             025 07 15.5
 CQ2928
 CQ2928|---------------------------------------------------------------------|
 CQ2928| PID    Reference Object                     Distance      Geod. Az  |
 CQ2928|                                                           dddmmss.s |
 CQ2928| CY3482 DUBACH AZ MK                                       0251837.5 |
 CQ2928| CQ2924 DUBACH TEX E TRANS RADIO MAST       APPROX. 2.0 KM 0473751.4 |
 CQ2928| CY3483 DUBACH RM 1                          24.734 METERS 06232     |
 CQ2928| CQ2927 HILLY LOOKOUT TOWER LFC             APPROX. 4.1 KM 2715949.5 |
 CQ2928| CQ2923 1710 LAGS 1952                       72.750 METERS 29006     |
 CQ2928| CY3484 DUBACH RM 2                          24.423 METERS 29807     |
 CQ2928|---------------------------------------------------------------------|
 CQ2928
 CQ2928                          SUPERSEDED SURVEY CONTROL
 CQ2928
 CQ2928  NAD 83(1986)-  32 39 24.94588(N)    092 38 56.20100(W) AD(       ) 3
 CQ2928  NAD 27      -  32 39 24.41900(N)    092 38 55.66000(W) AD(       ) 3
 CQ2928
 CQ2928.Superseded values are not recommended for survey control.
 CQ2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2928.See file dsdata.txt to determine how the superseded data were derived.
 CQ2928
 CQ2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3292013309(NAD 83)
 CQ2928_MARKER: DS = TRIANGULATION STATION DISK
 CQ2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2928
 CQ2928  HISTORY     - Date     Condition        Report By
 CQ2928  HISTORY     - 1952     MONUMENTED       CGS
 CQ2928
 CQ2928                          STATION DESCRIPTION
 CQ2928
 CQ2928'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2928'THE STATION IS IN SECTION 11, T 19 N, R 3 W, ABOUT 4.5 MILES
 CQ2928'NORTH OF VIENNA, 3 MILES SOUTH OF DUBACH, ON LAND OWNED BY
 CQ2928'DOCTOR J. SMITH, 202 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 CQ2928'167, 68 FEET WEST OF THE SOUTHWEST CORNER OF AN OLD SHED
 CQ2928'AND 29 FEET NORTH OF THE CENTER OF A DIRT ROAD.
 CQ2928'
 CQ2928'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 CQ2928'U.S. HIGHWAY 167 IN DUBACH, GO SOUTH ON THE HIGHWAY FOR 3.15
 CQ2928'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON THE
 CQ2928'HIGHWAY FOR 0.35 MILE TO A CROSS ROAD, TURN LEFT (EAST) AND
 CQ2928'GO ON A DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT
 CQ2928'AS DESCRIBED.
 CQ2928'
 CQ2928'THE STATION MARK IS 12-INCHES BELOW THE SURFACE OF THE GROUND
 CQ2928'AND THE DISK IS STAMPED DUBACH 1952.
 CQ2928'
 CQ2928'REFERENCE MARK 1 IS 8 FEET NORTHEAST OF THE NORTHEAST CORNER
 CQ2928'OF THE SHED.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 CQ2928'STAMPED DUBACH NO 1 1952.
 CQ2928'
 CQ2928'REFERENCE MARK 2 IS 15 FEET EAST OF A FENCE CORNER AND 1
 CQ2928'FOOT SOUTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND
 CQ2928'AND THE DISK IS STAMPED DUBACH NO 2 1952.
 CQ2928'
 CQ2928'THE AZIMUTH MARK IS 70 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 CQ2928'63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE
 CQ2928'AND 34 FEET WEST OF THE CENTER OF U.S. HIGHWAY 167.  THE MARK
 CQ2928'PROJECTS 3 INCHES AND THE DISK IS STAMPED DUBACH 1952.
 CQ2928'
 CQ2928'A TRAVERSE MEASUREMENT WAS MADE TO A STATE CONTROL SURVEY MARK.
 CQ2928'IT IS 121 FEET NORTHEAST OF THE CENTER OF THE ROAD INTERSECTION,
 CQ2928'45 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 43 FEET
 CQ2928'WEST OF THE CENTER OF U.S. HIGHWAY 167, 5 FEET EAST OF TELEPHONE
 CQ2928'POLE NO. 50 AND 4 FEET EAST OF A FENCE CORNER.  THE MONUMENT
 CQ2928'IS A 4 IN X 4 IN SQUARE CONCRETE POST.  THE MARK IS FLUSH
 CQ2928'WITH THE GROUND AND THE DISK IS STAMPED 1710.
 CQ2928'
 CQ2928'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2924 ***********************************************************************
 CQ2924  DESIGNATION -  DUBACH TEX E TRANS RADIO MAST
 CQ2924  PID         -  CQ2924
 CQ2924  STATE/COUNTY-  LA/LINCOLN
 CQ2924  USGS QUAD   -  DUBACH (1985)
 CQ2924
 CQ2924                         *CURRENT SURVEY CONTROL
 CQ2924  ___________________________________________________________________
 CQ2924* NAD 83(1992)-  32 40 09.39053(N)    092 37 58.58168(W)     ADJUSTED  
 CQ2924* NAVD 88     -                                                        
 CQ2924  ___________________________________________________________________
 CQ2924  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ2924  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2924
 CQ2924  HORZ ORDER  -  THIRD
 CQ2924
 CQ2924.The horizontal coordinates were established by classical geodetic methods
 CQ2924.and adjusted by the National Geodetic Survey in January 1993..
 CQ2924
 CQ2924
 CQ2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2924
 CQ2924.The geoid height was determined by GEOID03.
 CQ2924
 CQ2924;                    North         East     Units Scale Factor Converg.
 CQ2924;SPC LA N     -   240,533.846   987,530.242   MT  1.00000060   -0 04 13.0
 CQ2924;SPC LA N     -   789,151.46  3,239,922.14   sFT  1.00000060   -0 04 13.0
 CQ2924;UTM  15      - 3,614,683.235   534,416.731   MT  0.99961461   +0 11 53.3
 CQ2924
 CQ2924                          SUPERSEDED SURVEY CONTROL
 CQ2924
 CQ2924  NAD 83(1986)-  32 40 09.40363(N)    092 37 58.57136(W) AD(       ) 4
 CQ2924  NAD 27      -  32 40 08.87500(N)    092 37 58.03700(W) AD(       ) 3
 CQ2924
 CQ2924.Superseded values are not recommended for survey control.
 CQ2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2924.See file dsdata.txt to determine how the superseded data were derived.
 CQ2924
 CQ2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3441714683(NAD 83)
 CQ2924_MARKER: 42 = RADIO/TV MAST
 CQ2924
 CQ2924  HISTORY     - Date     Condition        Report By
 CQ2924  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2924
 CQ2924                          STATION DESCRIPTION
 CQ2924
 CQ2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2924'THE MAST IS ABOUT 10 MILES NORTH OF RUSTON, 2 MILES SOUTH
 CQ2924'OF DUBACH AND 0.4 MILE WEST OF U.S. HIGHWAY 167.
 CQ2924'
 CQ2924'IT IS A 340 FOOT TRIANGULAR MAST WITH EACH SIDE APPROXIMATELY
 CQ2924'20 INCHES IN WIDTH.  ALTERNATE SECTIONS ARE PAINTED RED
 CQ2924'AND WHITE.  THE POINT OBSERVED WAS A RED FLASHING LIGHT
 CQ2924'AT THE APEX OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0676 ***********************************************************************
 AV0676  DESIGNATION -  DUBOIS 2
 AV0676  PID         -  AV0676
 AV0676  STATE/COUNTY-  LA/VERMILION
 AV0676  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0676
 AV0676                         *CURRENT SURVEY CONTROL
 AV0676  ___________________________________________________________________
 AV0676* NAD 83(1992)-  29 56 51.06805(N)    092 22 25.22429(W)     ADJUSTED  
 AV0676* NAVD 88     -         2.2  **(meters)       7.   **(feet)  VERTCON   
 AV0676  **This station is located in a subsidence area (see below).
 AV0676  ___________________________________________________________________
 AV0676  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0676  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AV0676
 AV0676  HORZ ORDER  -  FIRST
 AV0676
 AV0676.The horizontal coordinates were established by classical geodetic methods
 AV0676.and adjusted by the National Geodetic Survey in January 1993..
 AV0676
 AV0676 ** The orthometric height has not been validated since last determined
 AV0676 ** by differential leveling and should not be used for control purposes.
 AV0676 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0676 ** area with valid NAVD 88 orthometric heights.
 AV0676 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0676 ** epoch indicated which incorporates improved geoid heights for the
 AV0676 ** Southern Louisiana Subsidence area.
 AV0676 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0676
 AV0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0676
 AV0676.The geoid height was determined by GEOID03.
 AV0676
 AV0676;                    North         East     Units Scale Factor Converg.
 AV0676;SPC LA S     -   160,905.076   899,577.475   MT  0.99992618   -0 31 12.7
 AV0676;SPC LA S     -   527,902.74  2,951,363.77   sFT  0.99992618   -0 31 12.7
 AV0676;UTM  15      - 3,313,134.962   560,440.118   MT  0.99964507   +0 18 45.6
 AV0676
 AV0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0676!SPC LA S     -   1.00000386  x   0.99992618  =   0.99993004
 AV0676!UTM  15      -   1.00000386  x   0.99964507  =   0.99964893
 AV0676
 AV0676|---------------------------------------------------------------------|
 AV0676| PID    Reference Object                     Distance      Geod. Az  |
 AV0676|                                                           dddmmss.s |
 AV0676| CV9749 DUBOIS 2 RM 1                        23.775 METERS 20915     |
 AV0676| CV9751 DUBOIS 2 RM 3                                      3230413.8 |
 AV0676| CV9750 DUBOIS 2 RM 2                        24.616 METERS 33146     |
 AV0676|---------------------------------------------------------------------|
 AV0676
 AV0676                          SUPERSEDED SURVEY CONTROL
 AV0676
 AV0676  NAD 83(1986)-  29 56 51.08747(N)    092 22 25.21832(W) AD(       ) 1
 AV0676  NAD 27      -  29 56 50.33924(N)    092 22 24.74168(W) AD(       ) 1
 AV0676  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 AV0676
 AV0676.Superseded values are not recommended for survey control.
 AV0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0676.See file dsdata.txt to determine how the superseded data were derived.
 AV0676
 AV0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6044013135(NAD 83)
 AV0676_MARKER: DS = TRIANGULATION STATION DISK
 AV0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0676
 AV0676  HISTORY     - Date     Condition        Report By
 AV0676  HISTORY     - 1974     MONUMENTED       NGS
 AV0676
 AV0676                          STATION DESCRIPTION
 AV0676
 AV0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0676'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF FORKED ISLAND, 7
 AV0676'MILES NORTHWEST OF COW ISLAND, 6.5 MILES SOUTHWEST OF KAPLAN AND ON
 AV0676'PROPERTY OWNED BY MRS. EDMAY R. DUBOIS WHO LIVES AT ROUTE 2 BOX 273
 AV0676'IN KAPLAN, LOUISIANA.  HER PHONE NUMBER IS 643-7261.
 AV0676'
 AV0676'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35
 AV0676'IN THE CENTER OF THE TOWN OF KAPLAN, GO SOUTHERLY ON STATE HIGHWAY
 AV0676'35 FOR 3.4 MILES TO THE JUNCTION OF STATE HIGHWAY 335.  TURN RIGHT
 AV0676'AND GO WESTERLY ON STATE HIGHWAY 335 FOR 5.1 MILES TO MRS. DUBOIS
 AV0676'HOUSE ON THE LEFT, CONTINUE ON STATE HIGHWAY 335 IN A SOUTHERLY
 AV0676'DIRECTION FOR 0.05 MILE TO A GATE THAT LEADS TO A BARN YARD AND
 AV0676'THE STATION ON THE LEFT.
 AV0676'
 AV0676'TO REACH REFERENCE MARK 3 FROM THE STATION GO WESTERLY ON STATE
 AV0676'HIGHWAY 335 FOR 0.2 MILE TO A GATE ON THE RIGHT.  TURN RIGHT ON A
 AV0676'DIRT FARM ROAD AND GO NORTHERLY ON THE FARM ROAD FOR 0.2 MILE TO
 AV0676'THE MARK ON THE RIGHT AS DESCRIBED.
 AV0676'
 AV0676'STATION MARKS, ARE STANDARD DISKS STAMPED DUBOIS 2 1974.  THE STATION
 AV0676'SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH IS 12 INCHES
 AV0676'BELOW THE GROUND.  IT IS 91 FEET SOUTH OF THE CENTER OF STATE
 AV0676'HIGHWAY 335, 54 FEET SOUTHEAST OF THE CENTER OF THE GATE TO THE
 AV0676'BARN YARD, 42 FEET EAST OF THE BARN, 51 FEET SOUTH OF THE FENCE
 AV0676'CORNER AND 12 FEET WEST OF A FENCE.
 AV0676'
 AV0676'REFERENCE MARK 1, STAMPED DUBOIS 2 NO 1 1974, IS A STANDARD DISK SET
 AV0676'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AV0676'IT IS 28 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN AND 1.5
 AV0676'FEET WEST OF A FENCE.
 AV0676'
 AV0676'REFERENCE MARK 2, STAMPED DUBOIS 2 NO 2 1974, IS A STANDARD DISK SET
 AV0676'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AV0676'IT IS 22 FEET NORTH OF A FENCE, 19 FEET SOUTH OF THE CENTER OF
 AV0676'STATE HIGHWAY 335 AND 13 FEET WEST OF A DRIVEWAY CENTER.
 AV0676'
 AV0676'REFERENCE MARK 3, STAMPED DUBOIS 2 NO 3 1974, IS A STANDARD DISK SET
 AV0676'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AV0676'IT IS 22 FEET WEST OF THE WEST EDGE OF A CANAL, 11.5 FEET EAST OF
 AV0676'THE CENTER OF A DIRT ROAD AND 1.8 FEET SOUTH OF A METAL WITNESS
 AV0676'POST.
 AV0676'
 AV0676'NOTE--NO MEASUREMENT BETWEEN MARKS DUE TO A BARN BEING ON LINE.
 AV0676'
 AV0676'NEAREST TOWN--KAPLAN.
 AV0676'
 AV0676'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0665 ***********************************************************************
 AV0665  DESIGNATION -  DUBOIS USGS 1932
 AV0665  PID         -  AV0665
 AV0665  STATE/COUNTY-  LA/VERMILION
 AV0665  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0665
 AV0665                         *CURRENT SURVEY CONTROL
 AV0665  ___________________________________________________________________
 AV0665* NAD 83(1992)-  29 56 51.71917(N)    092 22 21.32135(W)     ADJUSTED  
 AV0665* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0665  **This station is located in a subsidence area (see below).
 AV0665  ___________________________________________________________________
 AV0665  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0665  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AV0665
 AV0665  HORZ ORDER  -  THIRD
 AV0665
 AV0665.The horizontal coordinates were established by classical geodetic methods
 AV0665.and adjusted by the National Geodetic Survey in January 1993..
 AV0665
 AV0665 ** The orthometric height has not been validated since last determined
 AV0665 ** by differential leveling and should not be used for control purposes.
 AV0665 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0665 ** area with valid NAVD 88 orthometric heights.
 AV0665 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0665 ** epoch indicated which incorporates improved geoid heights for the
 AV0665 ** Southern Louisiana Subsidence area.
 AV0665 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0665.The orthometric height was scaled from a topographic map.
 AV0665
 AV0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0665
 AV0665.The geoid height was determined by GEOID03.
 AV0665
 AV0665;                    North         East     Units Scale Factor Converg.
 AV0665;SPC LA S     -   160,924.173   899,682.305   MT  0.99992617   -0 31 10.7
 AV0665;SPC LA S     -   527,965.39  2,951,707.70   sFT  0.99992617   -0 31 10.7
 AV0665;UTM  15      - 3,313,155.575   560,544.630   MT  0.99964522   +0 18 47.6
 AV0665
 AV0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0665!SPC LA S     -   1.00000389  x   0.99992617  =   0.99993006
 AV0665!UTM  15      -   1.00000389  x   0.99964522  =   0.99964911
 AV0665
 AV0665:                Primary Azimuth Mark                     Grid Az
 AV0665:SPC LA S     -  VINCENT                                  032 23 27.4
 AV0665:UTM  15      -  VINCENT                                  031 33 29.1
 AV0665
 AV0665|---------------------------------------------------------------------|
 AV0665| PID    Reference Object                     Distance      Geod. Az  |
 AV0665|                                                           dddmmss.s |
 AV0665| BK0296 VINCENT                             APPROX. 7.7 KM 0315216.7 |
 AV0665|---------------------------------------------------------------------|
 AV0665
 AV0665                          SUPERSEDED SURVEY CONTROL
 AV0665
 AV0665  NAD 83(1986)-  29 56 51.73983(N)    092 22 21.31380(W) AD(       ) 3
 AV0665  NAD 27      -  29 56 50.99300(N)    092 22 20.84200(W) AD(       ) 3
 AV0665
 AV0665.Superseded values are not recommended for survey control.
 AV0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0665.See file dsdata.txt to determine how the superseded data were derived.
 AV0665
 AV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6054513156(NAD 83)
 AV0665_MARKER: DS = TRIANGULATION STATION DISK
 AV0665_SETTING: 0 = UNSPECIFIED SETTING
 AV0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0665
 AV0665  HISTORY     - Date     Condition        Report By
 AV0665  HISTORY     - 1932     MONUMENTED       USGS
 AV0665  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0665  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0665  HISTORY     - 1951     MARK NOT FOUND   CGS
 AV0665  HISTORY     - 1974     MARK NOT FOUND   NGS
 AV0665
 AV0665                          STATION DESCRIPTION
 AV0665
 AV0665'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (JML)
 AV0665'STATION IS 1/4 MILE E FROM THE PROBABLE CORNER OF SECS. 4,
 AV0665'5, 32, 33, TPS. 12-13 S, R 1 E, ON LAND OWNED BY MR. FRANK
 AV0665'DUBOIS, 30 FEET S AND 80 FEET W FROM THE CENTER OF T-ROAD S.
 AV0665'IN CONCRETE POST WITH STANDARD TABLET STAMPED DUBOIS 1932.
 AV0665'
 AV0665'SIGNAL AND INSTRUMENT OVER STATION MARK.  INSTRUMENT ELEVATED
 AV0665'30 FEET.
 AV0665
 AV0665                          STATION RECOVERY (1947)
 AV0665
 AV0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0665'STATION NOT RECOVERED.  A SEARCH WAS MADE IN THE VICINITY
 AV0665'AND IT WAS FOUND THAT THE LAND NOW BELONGS TO WALTER DUBOIS.
 AV0665'THE SPOT WHERE THE STATION SHOULD BE HAS BEEN COVERED WITH
 AV0665'ABOUT 2 FEET OF HARD PACKED CLAY AND IT IS POSSIBLE THAT THE
 AV0665'STATION IS STILL IN EXISTENCE BUT EXTENSIVE DIGGING WOULD
 AV0665'BE REQUIRED TO RECOVER IT.
 AV0665
 AV0665                          STATION RECOVERY (1948)
 AV0665
 AV0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0665'THE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THE
 AV0665'DISTANCE WAS CHAINED AND THE AREA WAS DUG UP TO A DEPTH OF
 AV0665'APPROXIMATELY 1 FOOT.  IT IS BELIEVED THAT THE STATION HAS
 AV0665'PROBABLY BEEN DESTROYED.
 AV0665
 AV0665                          STATION RECOVERY (1951)
 AV0665
 AV0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AV0665'STATION COULD NOT BE FOUND.  ADJACENT RESIDENT SINCE 1935
 AV0665'STATES NUMEROUS PARTIES HAVE SCOURED THE AREA TO A DEPTH OF
 AV0665'3 FT. WITH NO VISIBLE SIGNS OF THE STATION MONUMENT.  IT IS
 AV0665'BELIEVED THE STATION IS LOST.
 AV0665
 AV0665                          STATION RECOVERY (1974)
 AV0665
 AV0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0665'AN INVERSE WAS WORKED FROM TRIANGULATION STATION DUBOIS 2
 AV0665'TO DUBOIS (USGS) 1932 AND USED IN A SEARCH FOR DUBOIS (USGS)
 AV0665'1932.  THE STATION WAS NOT FOUND.
 AV0665'
 AV0665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 AV0665'SOUTHWEST OF KAPLAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0742 ***********************************************************************
 AV0742  DESIGNATION -  DUCK
 AV0742  PID         -  AV0742
 AV0742  STATE/COUNTY-  LA/CAMERON
 AV0742  USGS QUAD   -  COW ISLAND (1979)
 AV0742
 AV0742                         *CURRENT SURVEY CONTROL
 AV0742  ___________________________________________________________________
 AV0742* NAD 83(1992)-  29 39 17.06344(N)    092 50 21.65199(W)     ADJUSTED  
 AV0742* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0742  **This station is located in a subsidence area (see below).
 AV0742  ___________________________________________________________________
 AV0742  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AV0742  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AV0742
 AV0742  HORZ ORDER  -  SECOND
 AV0742
 AV0742.The horizontal coordinates were established by classical geodetic methods
 AV0742.and adjusted by the National Geodetic Survey in January 1993..
 AV0742
 AV0742 ** The orthometric height has not been validated since last determined
 AV0742 ** by differential leveling and should not be used for control purposes.
 AV0742 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0742 ** area with valid NAVD 88 orthometric heights.
 AV0742 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0742 ** epoch indicated which incorporates improved geoid heights for the
 AV0742 ** Southern Louisiana Subsidence area.
 AV0742 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0742.The orthometric height was scaled from a topographic map.
 AV0742
 AV0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0742
 AV0742.The geoid height was determined by GEOID03.
 AV0742
 AV0742;                    North         East     Units Scale Factor Converg.
 AV0742;SPC LA S     -   128,955.201   854,202.290   MT  0.99994387   -0 45 10.9
 AV0742;SPC LA S     -   423,080.52  2,802,495.35   sFT  0.99994387   -0 45 10.9
 AV0742;UTM  15      - 3,280,539.517   515,547.900   MT  0.99960298   +0 04 46.2
 AV0742
 AV0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0742!SPC LA S     -   1.00000407  x   0.99994387  =   0.99994794
 AV0742!UTM  15      -   1.00000407  x   0.99960298  =   0.99960705
 AV0742
 AV0742|---------------------------------------------------------------------|
 AV0742| PID    Reference Object                     Distance      Geod. Az  |
 AV0742|                                                           dddmmss.s |
 AV0742| CV9754 DUCK RM 2                            16.800 METERS 05916     |
 AV0742| CV9752 DUCK AZ MK                                         1145607.0 |
 AV0742| CV9753 DUCK RM 1                            18.411 METERS 29923     |
 AV0742|---------------------------------------------------------------------|
 AV0742
 AV0742                          SUPERSEDED SURVEY CONTROL
 AV0742
 AV0742  NAD 83(1986)-  29 39 17.07928(N)    092 50 21.62583(W) AD(       ) 2
 AV0742  NAD 27      -  29 39 16.27300(N)    092 50 21.10800(W) AD(       ) 2
 AV0742
 AV0742.Superseded values are not recommended for survey control.
 AV0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0742.See file dsdata.txt to determine how the superseded data were derived.
 AV0742
 AV0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN1554880540(NAD 83)
 AV0742_MARKER: DS = TRIANGULATION STATION DISK
 AV0742_SETTING: 0 = UNSPECIFIED SETTING
 AV0742
 AV0742  HISTORY     - Date     Condition        Report By
 AV0742  HISTORY     - 1933     MONUMENTED       CGS
 AV0742
 AV0742                          STATION DESCRIPTION
 AV0742
 AV0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0742'STATION IS LOCATED ON GULF COAST ABOUT 5.8 MILES W OF JOSEPH
 AV0742'HARBOR BAYOU, ON THE INSHORE EDGE OF A STRIP OF SAND THROWN
 AV0742'UP ON THE MARSH BEHIND A MUD SHELF, AND 22 METERS FROM THE
 AV0742'HIGH-WATER LINE.  TAKEN AS THE EDGE OF THE SAND.
 AV0742'
 AV0742'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 AV0742'BY 4-FOOT IRON OIL PIPE FILLED WITH CONCRETE AND EXTENDING
 AV0742'1 FOOT ABOVE THE GROUND.  PIPE IS SET ON A 2-INCH BY 4-INCH
 AV0742'PILE.
 AV0742'
 AV0742'REFERENCE MARKS ARE STANDARD DISKS SET IN TOP OF SQUARE BLOCKS
 AV0742'OF CONCRETE.
 AV0742'
 AV0742'REFERENCE MARK NO. 1 IS TOWARD FRONT AND IS CAST AROUND A
 AV0742'STAKE DRIVEN INTO THE MARSH.
 AV0742'
 AV0742'REFERENCE MARK NO. 2 IS TOWARD THE NE AT THE EDGE OF SAND
 AV0742'AND MARSH.
 AV0742'
 AV0742'AZIMUTH MARK IS SIMILAR TO STATION MARK EXCEPT POINT IS A
 AV0742'BRASS SCREW SET IN THE CONCRETE WITH SLOT TOWARD THE STATION.
 AV0742'MARK IS ABOUT 1300 FEET TO EASTWARD ON BEACH.
 AV0742'
 AV0742'STATION MAY BE REACHED BY BOAT ONLY.
 AV0742'
 AV0742'A 20-FOOT SIGNAL WAS BUILT OVER THE STATION WHICH WAS OF
 AV0742'SUFFICIENT HEIGHT TO SEE ALL STATIONS EXCEPT YARD WHERE SOME
 AV0742'CLEARING WAS NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0741 ***********************************************************************
 AV0741  DESIGNATION -  DUCKLET 1955
 AV0741  PID         -  AV0741
 AV0741  STATE/COUNTY-  LA/CAMERON
 AV0741  USGS QUAD   -  COW ISLAND (1979)
 AV0741
 AV0741                         *CURRENT SURVEY CONTROL
 AV0741  ___________________________________________________________________
 AV0741* NAD 83(1992)-  29 42 36.05233(N)    092 48 41.64860(W)     ADJUSTED  
 AV0741* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0741  **This station is located in a subsidence area (see below).
 AV0741  ___________________________________________________________________
 AV0741  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0741  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AV0741
 AV0741  HORZ ORDER  -  THIRD
 AV0741
 AV0741.The horizontal coordinates were established by classical geodetic methods
 AV0741.and adjusted by the National Geodetic Survey in January 1993..
 AV0741
 AV0741 ** The orthometric height has not been validated since last determined
 AV0741 ** by differential leveling and should not be used for control purposes.
 AV0741 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0741 ** area with valid NAVD 88 orthometric heights.
 AV0741 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0741 ** epoch indicated which incorporates improved geoid heights for the
 AV0741 ** Southern Louisiana Subsidence area.
 AV0741 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0741.The orthometric height was scaled from a topographic map.
 AV0741
 AV0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0741
 AV0741.The geoid height was determined by GEOID03.
 AV0741
 AV0741;                    North         East     Units Scale Factor Converg.
 AV0741;SPC LA S     -   135,046.352   856,970.440   MT  0.99993855   -0 44 20.9
 AV0741;SPC LA S     -   443,064.57  2,811,577.19   sFT  0.99993855   -0 44 20.9
 AV0741;UTM  15      - 3,286,668.175   518,226.350   MT  0.99960410   +0 05 36.2
 AV0741
 AV0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0741!SPC LA S     -   1.00000410  x   0.99993855  =   0.99994265
 AV0741!UTM  15      -   1.00000410  x   0.99960410  =   0.99960820
 AV0741
 AV0741:                Primary Azimuth Mark                     Grid Az
 AV0741:SPC LA S     -  DOLAND                                   088 37 27.5
 AV0741:UTM  15      -  DOLAND                                   087 47 30.4
 AV0741
 AV0741|---------------------------------------------------------------------|
 AV0741| PID    Reference Object                     Distance      Geod. Az  |
 AV0741|                                                           dddmmss.s |
 AV0741| AV0296 DOLAND                              APPROX. 7.5 KM 0875306.6 |
 AV0741|---------------------------------------------------------------------|
 AV0741
 AV0741                          SUPERSEDED SURVEY CONTROL
 AV0741
 AV0741  NAD 83(1986)-  29 42 36.06900(N)    092 48 41.62128(W) AD(       ) 3
 AV0741  NAD 27      -  29 42 35.27300(N)    092 48 41.10600(W) AD(       ) 3
 AV0741
 AV0741.Superseded values are not recommended for survey control.
 AV0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0741.See file dsdata.txt to determine how the superseded data were derived.
 AV0741
 AV0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN1822686668(NAD 83)
 AV0741_MARKER: DS = TRIANGULATION STATION DISK
 AV0741_SETTING: 0 = UNSPECIFIED SETTING
 AV0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0741
 AV0741  HISTORY     - Date     Condition        Report By
 AV0741  HISTORY     - 1955     MONUMENTED       CGS
 AV0741
 AV0741                          STATION DESCRIPTION
 AV0741
 AV0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0741'THE STATION IS ABOUT 12 MILES, AIRLINE, EAST-SOUTHEAST OF
 AV0741'GRAND CHENIER AND ABOUT 4 MILES NORTH OF THE COAST LINE IN MARSH
 AV0741'LAND.
 AV0741'
 AV0741'FROM THE BRIDGE ACROSS THE MERMENTAU RIVER AT GRAND CHENIER,
 AV0741'GO EAST ON THE MAIN HIGHWAY 11.4 MILES (1.7 MILES EAST OF
 AV0741'GRAND CHENIER CATHOLIC CHURCH) TO SITE OF TRIANGULATION STATION
 AV0741'MARSH 1932, AND CANAL LEADING SOUTH.  GO SOUTH ON CANAL, BY
 AV0741'BOAT, APPROXIMATELY 0.25 MILES TO A CURVE TO THE EAST.  CONTINUE
 AV0741'EAST APPROXIMATELY 0.5 MILE TO CROSS CANAL.  GO SOUTH ON CROSS
 AV0741'CANAL APPROXIMATELY 0.5 MILES TO A POINT WHERE VEGETATION ON
 AV0741'WEST SIDE OF CANAL CHANGES FROM TALL REEDS TO THE NORTH TO
 AV0741'LOW MARSH GRASS TO THE SOUTH.  THE STATION IS IN THE LOW
 AV0741'MARSH GRASS, 104 FEET WEST OF THE WEST BANK OF THE CANAL AND
 AV0741'12 FEET WEST OF THE WEST EDGE OF THE SPOIL BANK ON THE WEST
 AV0741'SIDE OF THE CANAL, CENTERED BETWEEN THE TALL REEDS TO THE
 AV0741'NORTH AND A SMALL PATCH OF TALL REEDS TO THE SOUTH.  A
 AV0741'STANDARD DISK, STAMPED DUCKLET 1955 IN THE TOP OF A 2-1/2 INCH
 AV0741'IRON PIPE PROJECTS 8 INCHES.
 AV0741'
 AV0741'LOCATED BY 3 POINT FIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2587 ***********************************************************************
 BX2587  DESIGNATION -  DUE
 BX2587  PID         -  BX2587
 BX2587  STATE/COUNTY-  LA/AVOYELLES
 BX2587  USGS QUAD   -  BELLE D'EAU (1983)
 BX2587
 BX2587                         *CURRENT SURVEY CONTROL
 BX2587  ___________________________________________________________________
 BX2587* NAD 83(1992)-  31 05 25.47914(N)    092 12 00.69318(W)     ADJUSTED  
 BX2587* NAVD 88     -        25.68   (+/-2cm)      84.3    (feet)  VERTCON   
 BX2587  ___________________________________________________________________
 BX2587  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BX2587  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BX2587
 BX2587  HORZ ORDER  -  FIRST
 BX2587  VERT ORDER  -  THIRD ? (See Below)
 BX2587
 BX2587.The horizontal coordinates were established by classical geodetic methods
 BX2587.and adjusted by the National Geodetic Survey in January 1993..
 BX2587
 BX2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2587.The vertical order pertains to the NGVD 29 superseded value.
 BX2587
 BX2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2587
 BX2587.The geoid height was determined by GEOID03.
 BX2587
 BX2587;                    North         East     Units Scale Factor Converg.
 BX2587;SPC LA N     -    65,503.190 1,028,606.323   MT  1.00001817   +0 09 30.6
 BX2587;SPC LA N     -   214,905.05  3,374,685.91   sFT  1.00001817   +0 09 30.6
 BX2587;UTM  15      - 3,439,896.753   576,283.499   MT  0.99967178   +0 24 46.9
 BX2587
 BX2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2587!SPC LA N     -   1.00000021  x   1.00001817  =   1.00001838
 BX2587!UTM  15      -   1.00000021  x   0.99967178  =   0.99967199
 BX2587
 BX2587|---------------------------------------------------------------------|
 BX2587| PID    Reference Object                     Distance      Geod. Az  |
 BX2587|                                                           dddmmss.s |
 BX2587| CY3487 DUE RM                               18.595 METERS 20705     |
 BX2587|---------------------------------------------------------------------|
 BX2587
 BX2587                          SUPERSEDED SURVEY CONTROL
 BX2587
 BX2587  NAD 83(1986)-  31 05 25.49898(N)    092 12 00.68825(W) AD(       ) 1
 BX2587  NAD 27      -  31 05 24.81887(N)    092 12 00.22999(W) AD(       ) 1
 BX2587  NGVD 29 (07/19/86)   25.65   (m)           84.2    (f) LEVELING    3  
 BX2587
 BX2587.Superseded values are not recommended for survey control.
 BX2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2587.See file dsdata.txt to determine how the superseded data were derived.
 BX2587
 BX2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7628339897(NAD 83)
 BX2587_MARKER: DS = TRIANGULATION STATION DISK
 BX2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2587
 BX2587  HISTORY     - Date     Condition        Report By
 BX2587  HISTORY     - 1919     MONUMENTED       CGS
 BX2587  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2587
 BX2587                          STATION DESCRIPTION
 BX2587
 BX2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2587'STATION IS ABOUT 1 MILE W OF BELLEDEAU, 5.5 METERS (18 FEET)
 BX2587'N OF CENTER LINE OF LOUISIANA RAILWAY AND NAVIGATION COMPANY
 BX2587'TRACK, AND 19-1/4 TELEGRAPH POLES W OF MILEPOST NO. 144.
 BX2587'
 BX2587'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2587'DISKS SET IN CONCRETE.
 BX2587'
 BX2587'REFERENCE MARK IS 18.595 METERS (61.01 FEET) FROM STATION
 BX2587'S 27 DEG 04 MIN W.
 BX2587
 BX2587                          STATION RECOVERY (1935)
 BX2587
 BX2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2587'STATION SEARCHED FOR BUT NOT FOUND AFTER DEFINITE LOCATION
 BX2587'WAS DETERMINED BY TAPE MEASUREMENT FROM STATION BELL.  THE
 BX2587'SECTION FOREMAN REPORTS THAT HE THOUGHT MARK WAS COVERED BY
 BX2587'A 6-FOOT FILL.
 BX2587'
 BX2587'REFERENCE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2430 ***********************************************************************
 AU2430  DESIGNATION -  DUFFY 1933
 AU2430  PID         -  AU2430
 AU2430  STATE/COUNTY-  LA/TERREBONNE
 AU2430  USGS QUAD   -  FOURLEAGUE BAY (1974)
 AU2430
 AU2430                         *CURRENT SURVEY CONTROL
 AU2430  ___________________________________________________________________
 AU2430* NAD 83(1992)-  29 15 01.31180(N)    091 08 10.12167(W)     ADJUSTED  
 AU2430* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2430  ___________________________________________________________________
 AU2430  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2430  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AU2430
 AU2430  HORZ ORDER  -  THIRD
 AU2430
 AU2430.The horizontal coordinates were established by classical geodetic methods
 AU2430.and adjusted by the National Geodetic Survey in January 1993..
 AU2430
 AU2430.The orthometric height was scaled from a topographic map.
 AU2430
 AU2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2430
 AU2430.The geoid height was determined by GEOID03.
 AU2430
 AU2430;                    North         East     Units Scale Factor Converg.
 AU2430;SPC LA S     -    83,192.485 1,019,167.540   MT  1.00001088   +0 05 54.9
 AU2430;SPC LA S     -   272,940.68  3,343,718.84   sFT  1.00001088   +0 05 54.9
 AU2430;UTM  15      - 3,237,164.134   681,116.981   MT  1.00000479   +0 54 39.5
 AU2430
 AU2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2430!SPC LA S     -   1.00000387  x   1.00001088  =   1.00001475
 AU2430!UTM  15      -   1.00000387  x   1.00000479  =   1.00000866
 AU2430
 AU2430                          SUPERSEDED SURVEY CONTROL
 AU2430
 AU2430  NAD 83(1986)-  29 15 01.33680(N)    091 08 10.12657(W) AD(       ) 3
 AU2430  NAD 27      -  29 15 00.54700(N)    091 08 09.75500(W) AD(       ) 3
 AU2430
 AU2430.Superseded values are not recommended for survey control.
 AU2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2430.See file dsdata.txt to determine how the superseded data were derived.
 AU2430
 AU2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8111737164(NAD 83)
 AU2430_MARKER: DS = TRIANGULATION STATION DISK
 AU2430_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2430_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2430
 AU2430  HISTORY     - Date     Condition        Report By
 AU2430  HISTORY     - 1933     MONUMENTED       CGS
 AU2430  HISTORY     - 1953     GOOD             CGS
 AU2430
 AU2430                          STATION DESCRIPTION
 AU2430
 AU2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2430'STATION IS IN THE MARSH ON THE W SIDE OF THE ENTRANCE OF OYSTER
 AU2430'BAYOU INTO FOUR LEAGUE BAY, 65 METERS (213 FEET) FROM THE N
 AU2430'BANK AND 35 METERS (115 FEET) FROM THE W BANK.
 AU2430'
 AU2430'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2430'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2430'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 AU2430'THE MARSH.
 AU2430'
 AU2430'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2430'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP OF
 AU2430'A LONG WOODEN PILE DRIVEN INTO THE MARSH AND IS 26.915 METERS
 AU2430'(88.30 FEET) FROM THE STATION S 30 DEG E.
 AU2430'
 AU2430'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2430'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP OF
 AU2430'A LONG WOODEN PILE DRIVEN INTO THE MARSH AND IS 16.622 METERS
 AU2430'(54.53 FEET) FROM THE STATION S 85 DEG W.
 AU2430'
 AU2430'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2430
 AU2430                          STATION RECOVERY (1953)
 AU2430
 AU2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ALP)
 AU2430'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2430'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2430'
 AU2430'STATION IS LOCATED AT THE S END OF FOUR LEAGUE BAY, ON THE
 AU2430'W SIDE OF THE MOUTH OF OYSTER BAYOU, AND 3 FT. S OF A 4- BY
 AU2430'4-IN. WOODEN WITNESS POST.  THE APPARENT SHORELINE IS 104 FT.
 AU2430'N 51 DEG E.  IT IS A STANDARD DISK, STAMPED DUFFY 1933
 AU2430'AND SET IN AN 8-IN. CONCRETE MONUMENT PROJECTING 6 IN. ABOVE
 AU2430'THE GROUND.
 AU2430'
 AU2430'REFERENCE MARK 1 IS 26.915 M. (83.30 FT.) FROM THE STATION
 AU2430'N 30 DEG W.  IT IS A STANDARD DISK, STAMPED NO 1
 AU2430'AND SET IN AN 8- BY 8-IN. CONCRETE MONUMENT PROJECTING 3 IN.
 AU2430'ABOVE THE GROUND.
 AU2430'
 AU2430'REFERENCE MARK 2 IS 16.622 M. (54.53 FT.) FROM THE STATION
 AU2430'S 85 DEG W.  IT IS A STANDARD DISK, STAMPED
 AU2430'NO 2 AND SET IN AN 8- BY 8-IN. CONCRETE MONUMENT PROJECTING
 AU2430'6 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1189 ***********************************************************************
 BW1189  DESIGNATION -  DUFFY BOLT
 BW1189  PID         -  BW1189
 BW1189  STATE/COUNTY-  LA/CONCORDIA
 BW1189  USGS QUAD   -  DEER PARK (1983)
 BW1189
 BW1189                         *CURRENT SURVEY CONTROL
 BW1189  ___________________________________________________________________
 BW1189* NAD 83(1986)-  31 25 05.     (N)    091 34 55.     (W)     SCALED    
 BW1189* NAVD 88     -        15.64   (+/-2cm)      51.3    (feet)  VERTCON   
 BW1189  ___________________________________________________________________
 BW1189  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BW1189
 BW1189  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1189
 BW1189.The horizontal coordinates were scaled from a topographic map and have
 BW1189.an estimated accuracy of +/- 6 seconds.
 BW1189
 BW1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1189.The vertical order pertains to the NGVD 29 superseded value.
 BW1189
 BW1189.The geoid height was determined by GEOID03.
 BW1189
 BW1189;                    North         East    Units  Estimated Accuracy
 BW1189;SPC LA N     -   102,160.    1,087,290.      MT  (+/- 180 meters Scaled)
 BW1189
 BW1189                          SUPERSEDED SURVEY CONTROL
 BW1189
 BW1189  NGVD 29 (??/??/92)   15.634  (m)           51.29   (f) ADJ UNCH    1 2
 BW1189
 BW1189.Superseded values are not recommended for survey control.
 BW1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1189.See file dsdata.txt to determine how the superseded data were derived.
 BW1189
 BW1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ347768(NAD 83)
 BW1189_MARKER: B = BOLT
 BW1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1189_SP_SET: CONCRETE SLAB
 BW1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1189
 BW1189  HISTORY     - Date     Condition        Report By
 BW1189  HISTORY     - UNK      MONUMENTED       DOD
 BW1189  HISTORY     - 1966     GOOD             NGS
 BW1189
 BW1189                          STATION DESCRIPTION
 BW1189
 BW1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1189'15.8 MI SW FROM VIDALIA.
 BW1189'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1189'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1189'THENCE 8.65 MILES SOUTHWEST ALONG STAE HIGHWAY 15, THENCE 0.15 MILE
 BW1189'NORTHWEST ALONG A PRIVATE FIELD ROAD, IN SECTION 47, T 5 N, R 9 E, ON
 BW1189'PROPERTY OF THE BOB GRIMES ESTATE, ABOUT 0.15 MILE NORTHWEST OF A
 BW1189'TWO-STORIED HOUSE, 136 FEET SOUTHEAST OF A POWER POLE WITH A LINE
 BW1189'LEADING TO AN OLD HOUSE, 84 FEET NORTHEAST OF A 22-INCH HACKBERRY
 BW1189'TREE, 18 FEET SOUTHWEST OF THE CENTER LINE OF A FIELD ROAD, 5 1/2 FEET
 BW1189'SOUTHWEST OF A FENCE, 6.0 FEET SOUTHWEST OF A METAL WITNESS POST, A
 BW1189'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 BW1189'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A
 BW1189'BRASS CAP AND PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1188 ***********************************************************************
 BW1188  DESIGNATION -  DUFFY CAP
 BW1188  PID         -  BW1188
 BW1188  STATE/COUNTY-  LA/CONCORDIA
 BW1188  USGS QUAD   -  DEER PARK (1983)
 BW1188
 BW1188                         *CURRENT SURVEY CONTROL
 BW1188  ___________________________________________________________________
 BW1188* NAD 83(1986)-  31 25 05.     (N)    091 34 55.     (W)     SCALED    
 BW1188* NAVD 88     -        16.88   (+/-2cm)      55.4    (feet)  VERTCON   
 BW1188  ___________________________________________________________________
 BW1188  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BW1188
 BW1188  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1188
 BW1188.The horizontal coordinates were scaled from a topographic map and have
 BW1188.an estimated accuracy of +/- 6 seconds.
 BW1188
 BW1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1188.The vertical order pertains to the NGVD 29 superseded value.
 BW1188
 BW1188.The geoid height was determined by GEOID03.
 BW1188
 BW1188;                    North         East    Units  Estimated Accuracy
 BW1188;SPC LA N     -   102,160.    1,087,290.      MT  (+/- 180 meters Scaled)
 BW1188
 BW1188                          SUPERSEDED SURVEY CONTROL
 BW1188
 BW1188  NGVD 29 (??/??/92)   16.868  (m)           55.34   (f) ADJ UNCH    1 2
 BW1188
 BW1188.Superseded values are not recommended for survey control.
 BW1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1188.See file dsdata.txt to determine how the superseded data were derived.
 BW1188
 BW1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ347768(NAD 83)
 BW1188_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1188
 BW1188  HISTORY     - Date     Condition        Report By
 BW1188  HISTORY     - UNK      MONUMENTED       DOD
 BW1188  HISTORY     - 1966     GOOD             NGS
 BW1188
 BW1188                          STATION DESCRIPTION
 BW1188
 BW1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1188'15.8 MI SW FROM VIDALIA.
 BW1188'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 65 AND 84 FROM THE COURTHOUSE
 BW1188'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1188'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 0.15 MILE
 BW1188'NORTHWEST ALONG A PRIVATE FIELD ROAD, IN SECTION 47, T 5 N, R 9 E, ON
 BW1188'PROPERTY OF THE BOB GRIMES ESTATE, ABOUT 0.15 MILE NORTHWEST OF A
 BW1188'TWO-STORIED HOUSE, 136 FEET SOUTHEAST OF A POWER POLE WITH A LINE
 BW1188'LEADING TO AN OLD HOUSE, 84 FEET NORTHEAST OF A 22-INCH HACKBERRY
 BW1188'TREE, 18 FEET SOUTHWEST OF THE CENTER LINE OF A FIELD ROAD, 5 1/2 FEET
 BW1188'SOUTHWEST OF A FENCE, 6.0 FEET SOUTHWEST OF A METAL WITNESS POST. A
 BW1188'4-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3031 ***********************************************************************
 AU3031  DESIGNATION -  DULAC
 AU3031  PID         -  AU3031
 AU3031  STATE/COUNTY-  LA/TERREBONNE
 AU3031  USGS QUAD   -  LAKE QUITMAN (1994)
 AU3031
 AU3031                         *CURRENT SURVEY CONTROL
 AU3031  ___________________________________________________________________
 AU3031* NAD 83(1992)-  29 22 07.37345(N)    090 43 13.78618(W)     ADJUSTED  
 AU3031* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3031  **This station is located in a subsidence area (see below).
 AU3031  ___________________________________________________________________
 AU3031  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3031  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AU3031
 AU3031  HORZ ORDER  -  SECOND
 AU3031
 AU3031.The horizontal coordinates were established by classical geodetic methods
 AU3031.and adjusted by the National Geodetic Survey in January 1993..
 AU3031
 AU3031 ** The orthometric height has not been validated since last determined
 AU3031 ** by differential leveling and should not be used for control purposes.
 AU3031 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3031 ** area with valid NAVD 88 orthometric heights.
 AU3031 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3031 ** epoch indicated which incorporates improved geoid heights for the
 AU3031 ** Southern Louisiana Subsidence area.
 AU3031 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3031.The orthometric height was scaled from a topographic map.
 AU3031
 AU3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3031
 AU3031.The geoid height was determined by GEOID03.
 AU3031
 AU3031;                    North         East     Units Scale Factor Converg.
 AU3031;SPC LA S     -    96,453.147 1,059,499.927   MT  0.99998617   +0 18 23.1
 AU3031;SPC LA S     -   316,446.70  3,476,042.68   sFT  0.99998617   +0 18 23.1
 AU3031;UTM  15      - 3,250,996.494   721,261.517   MT  1.00020413   +1 07 06.2
 AU3031
 AU3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3031!SPC LA S     -   1.00000374  x   0.99998617  =   0.99998991
 AU3031!UTM  15      -   1.00000374  x   1.00020413  =   1.00020787
 AU3031
 AU3031:                Primary Azimuth Mark                     Grid Az
 AU3031:SPC LA S     -  DULAC AZ MK                              038 59 16.9
 AU3031:UTM  15      -  DULAC AZ MK                              038 10 33.8
 AU3031
 AU3031|---------------------------------------------------------------------|
 AU3031| PID    Reference Object                     Distance      Geod. Az  |
 AU3031|                                                           dddmmss.s |
 AU3031| DD6612 DULAC AZ MK                                        0391740.0 |
 AU3031| DD6613 DULAC RM 1                           34.582 METERS 04113     |
 AU3031| DD6614 DULAC RM 2                           20.518 METERS 27308     |
 AU3031|---------------------------------------------------------------------|
 AU3031
 AU3031                          SUPERSEDED SURVEY CONTROL
 AU3031
 AU3031  NAD 83(1986)-  29 22 07.39407(N)    090 43 13.79297(W) AD(       ) 2
 AU3031  NAD 27      -  29 22 06.59700(N)    090 43 13.46900(W) AD(       ) 2
 AU3031
 AU3031.Superseded values are not recommended for survey control.
 AU3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3031.See file dsdata.txt to determine how the superseded data were derived.
 AU3031
 AU3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2126250996(NAD 83)
 AU3031_MARKER: DS = TRIANGULATION STATION DISK
 AU3031_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3031_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3031
 AU3031  HISTORY     - Date     Condition        Report By
 AU3031  HISTORY     - 1934     MONUMENTED       CGS
 AU3031  HISTORY     - 1952     GOOD             CGS
 AU3031
 AU3031                          STATION DESCRIPTION
 AU3031
 AU3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3031'STATION IS IN AN OPEN FIELD, ON THE E BANK OF BAYOU GRAND
 AU3031'CAILLOU, ABOUT 0.6 MILE SW OF THE BRIDGE CROSSING BAYOU DULAC,
 AU3031'20 METERS (66 FEET) E OF THE SHELL ROAD WHICH PARALLELS THE
 AU3031'BAYOU, 110 METERS (360 FEET) E OF THE BAYOU AND IN SOLID GROUND.
 AU3031'
 AU3031'THE STATION AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 AU3031'IN CONCRETE IN THE TOP OF TILES.
 AU3031'
 AU3031'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3031'IS 20 METERS (66 FEET) E OF THE ROAD
 AU3031'AND 34.582 METERS (113.46 FEET) FROM THE STATION N 41 DEG 13 MIN E.
 AU3031'
 AU3031'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3031'IS 6 METERS (20 FEET) FROM THE ROAD AND
 AU3031'20.518 METERS (67.32 FEET) FROM THE STATION N 86 DEG 52 MIN W.
 AU3031'
 AU3031'THE AZIMUTH MARK IS 16 METERS (52 FEET) E OF THE ROAD AND ABOUT
 AU3031'0.2 MILE FROM THE STATION N 39 DEG 18 MIN E.
 AU3031
 AU3031                          STATION RECOVERY (1952)
 AU3031
 AU3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3031'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AU3031'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND
 AU3031'WERE FOUND TO BE CORRECT.  A THOROUGH SEARCH WAS MADE FOR THE
 AU3031'AZIMUTH MARK, BUT NO SIGN OF IT COULD BE FOUND.  A NEW DESCRIPTION
 AU3031'FOLLOWS--
 AU3031'
 AU3031'STATION IS LOCATED 17.1 MI. S OF THE INTERSECTION OF STATE
 AU3031'HIGHWAYS 141 AND 69 IN HOUMA, 105 FT. N-NE OF THE NW CORNER OF
 AU3031'A SMALL TIN RADIO SHACK, 128.6 FT. N OF A RADIO TOWER, AND 67 FT.
 AU3031'E-SE OF THE CENTERLINE OF THE ROAD.  IT IS A STANDARD DISK,
 AU3031'STAMPED DULAC 1934 AND SET IN THE TOP OF A 10-IN. ROUND CONCRETE
 AU3031'MONUMENT PROJECTING 2 IN. ABOVE THE GROUND.
 AU3031'
 AU3031'REFERENCE MARK 1 IS 66 FT. E-SE OF THE CENTERLINE OF THE ROAD,
 AU3031'AND 242 FT. N-NE OF THE NW CORNER OF A TIN RADIO SHACK.  IT IS
 AU3031'A STANDARD DISK, STAMPED DULAC NO 1 1934 AND SET IN THE TOP
 AU3031'OF A 9- BY 9-IN. CONCRETE MONUMENT PROJECTING 2 IN. ABOVE THE
 AU3031'GROUND.
 AU3031'
 AU3031'REFERENCE MARK 2 IS 20 FT. SE OF THE CENTER LINE OF THE ROAD,
 AU3031'AND 74 FT. N OF THE NW CORNER OF A TIN RADIO SHACK.  IT IS A
 AU3031'STANDARD DISK, STAMPED DULAC NO 2 1934 AND SET IN THE TOP OF
 AU3031'A 9- BY 9-IN. CONCRETE MONUMENT PROJECTING 2 IN. ABOVE THE GROUND.
 AU3031'
 AU3031'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AU3031'69 IN HOUMA, GO S ON STATE HIGHWAY 141 TO A BRIDGE OVER BAYOU
 AU3031'DULAC, AND CONTINUE S ON STATE HIGHWAY 141 FOR 0.6 MI. TO A
 AU3031'RADIO TOWER (RAYDAC STATION) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6164 ***********************************************************************
 AH6164  DESIGNATION -  DUMOND
 AH6164  PID         -  AH6164
 AH6164  STATE/COUNTY-  LA/TERREBONNE
 AH6164  USGS QUAD   -  LAKE THERIOT (1994)
 AH6164
 AH6164                         *CURRENT SURVEY CONTROL
 AH6164  ___________________________________________________________________
 AH6164* NAD 83(1992)-  29 23 04.95478(N)    090 48 08.95011(W)     ADJUSTED  
 AH6164* NAVD 88     -         0.5  **(meters)       2.   **(feet)  GPS OBS   
 AH6164  **This station is located in a subsidence area (see below).
 AH6164  ___________________________________________________________________
 AH6164  X           -     -77,899.235 (meters)                     COMP
 AH6164  Y           -  -5,561,473.648 (meters)                     COMP
 AH6164  Z           -   3,111,114.026 (meters)                     COMP
 AH6164  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6164  ELLIP HEIGHT-         -24.43  (meters)          (02/21/02) GPS OBS
 AH6164  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AH6164
 AH6164  HORZ ORDER  -  FIRST
 AH6164  ELLP ORDER  -  FIFTH     CLASS I
 AH6164
 AH6164.The horizontal coordinates were established by GPS observations
 AH6164.and adjusted by the National Geodetic Survey in December 1998..
 AH6164
 AH6164 ** The orthometric height has not been validated since last determined
 AH6164 ** by differential leveling and should not be used for control purposes.
 AH6164 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6164 ** area with valid NAVD 88 orthometric heights.
 AH6164 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6164 ** epoch indicated which incorporates improved geoid heights for the
 AH6164 ** Southern Louisiana Subsidence area.
 AH6164 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6164.The orthometric height was determined by GPS observations and a
 AH6164.high-resolution geoid model.
 AH6164
 AH6164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6164
 AH6164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6164
 AH6164.The ellipsoidal height was determined by GPS observations
 AH6164.and is referenced to NAD 83.
 AH6164
 AH6164.The geoid height was determined by GEOID03.
 AH6164
 AH6164;                    North         East     Units Scale Factor Converg.
 AH6164;SPC LA S     -    98,186.273 1,051,531.427   MT  0.99998315   +0 15 55.5
 AH6164;SPC LA S     -   322,132.80  3,449,899.36   sFT  0.99998315   +0 15 55.5
 AH6164;UTM  15      - 3,252,616.756   713,267.656   MT  1.00016126   +1 04 43.2
 AH6164
 AH6164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6164!SPC LA S     -   1.00000384  x   0.99998315  =   0.99998699
 AH6164!UTM  15      -   1.00000384  x   1.00016126  =   1.00016510
 AH6164
 AH6164                          SUPERSEDED SURVEY CONTROL
 AH6164
 AH6164  ELLIP H (12/17/98)  -24.42   (m)                       GP(       ) 4 2
 AH6164
 AH6164.Superseded values are not recommended for survey control.
 AH6164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6164.See file dsdata.txt to determine how the superseded data were derived.
 AH6164
 AH6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1326852617(NAD 83)
 AH6164_MARKER: I = METAL ROD
 AH6164_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6164_STAMPING: DUMOND
 AH6164_MARK LOGO: LA-109
 AH6164_PROJECTION: RECESSED 10 CENTIMETERS
 AH6164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6164+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6164_ROD/PIPE-DEPTH: 18.3 meters
 AH6164_SLEEVE-DEPTH  :  0.9 meters
 AH6164
 AH6164  HISTORY     - Date     Condition        Report By
 AH6164  HISTORY     - 1995     MONUMENTED       MPHI
 AH6164
 AH6164                          STATION DESCRIPTION
 AH6164
 AH6164'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6164'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6164'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST. TURN RIGHT ON HWY
 AH6164'90 AND TRAVEL WEST FOR 1.70 MI (2.74 KM) TO JUNCTION WITH HWY 315.
 AH6164'TRAVEL SOUTH ON HWY 315 FOR 1.O MI TO A STOP SIGN.  TURN LEFT ON HWY
 AH6164'315 AND TRAVEL SOUTH FOR 15.0 MI (24.1 KM) TO THE STATION ON THE
 AH6164'RIGHT.  THE STATION IS A 2 INCH DISK SET IN CONCRETE. THE STATION IS
 AH6164'22.6 FT (6.9 M) NORTHWEST OF THE CENTERLINE OF HWY 315, 77.0 FT (23.5
 AH6164'M) NORTHWEST OF THE PHONE PEDESTAL, 23.8 FT (7.3 M) SOUTH OF MAILBOX
 AH6164'2355, 38 FT (11.6 M) NORTH OF MAILBOX 2361, AND 6.8 FT (2.1 M) EAST OF
 AH6164'THE EDGE OF BAYOU DULARGE AND THE CENTERLINE OF THE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3792 ***********************************************************************
 BJ3792  DESIGNATION -  DUMP
 BJ3792  PID         -  BJ3792
 BJ3792  STATE/COUNTY-  LA/LIVINGSTON
 BJ3792  USGS QUAD   -  WALKER (1991)
 BJ3792
 BJ3792                         *CURRENT SURVEY CONTROL
 BJ3792  ___________________________________________________________________
 BJ3792* NAD 83(1992)-  30 28 25.97409(N)    090 49 48.82091(W)     ADJUSTED  
 BJ3792* NAVD 88     -        10.91   (+/-2cm)      35.8    (feet)  VERTCON   
 BJ3792  ___________________________________________________________________
 BJ3792  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ3792  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ3792
 BJ3792  HORZ ORDER  -  FIRST
 BJ3792  VERT ORDER  -  THIRD (See Below)
 BJ3792
 BJ3792.The horizontal coordinates were established by classical geodetic methods
 BJ3792.and adjusted by the National Geodetic Survey in January 1993..
 BJ3792
 BJ3792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3792.The vertical order pertains to the NGVD 29 superseded value.
 BJ3792
 BJ3792.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3792
 BJ3792.The geoid height was determined by GEOID03.
 BJ3792
 BJ3792;                    North         East     Units Scale Factor Converg.
 BJ3792;SPC LA S     -   218,901.997 1,048,308.367   MT  0.99995971   +0 15 05.6
 BJ3792;SPC LA S     -   718,180.97  3,439,325.03   sFT  0.99995971   +0 15 05.6
 BJ3792;UTM  15      - 3,373,297.954   708,292.428   MT  1.00013526   +1 06 02.8
 BJ3792
 BJ3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3792!SPC LA S     -   1.00000253  x   0.99995971  =   0.99996224
 BJ3792!UTM  15      -   1.00000253  x   1.00013526  =   1.00013780
 BJ3792
 BJ3792|---------------------------------------------------------------------|
 BJ3792| PID    Reference Object                     Distance      Geod. Az  |
 BJ3792|                                                           dddmmss.s |
 BJ3792| CW1302 DUMP RM 1                            34.353 METERS 05524     |
 BJ3792| CW1304 DUMP RM 3                            40.124 METERS 05526     |
 BJ3792| BJ4512 WALKER LOT                          APPROX. 5.3 KM 2101951.6 |
 BJ3792| BJ3791 DUMP AZ MK                          APPROX. 0.6 KM 2635923.2 |
 BJ3792| CW1303 DUMP RM 2                            35.306 METERS 30301     |
 BJ3792| CW1305 DUMP RM 4                            34.722 METERS 31012     |
 BJ3792| CS7295 DUMP RM 5                            26.338 METERS 31135     |
 BJ3792|---------------------------------------------------------------------|
 BJ3792
 BJ3792                          SUPERSEDED SURVEY CONTROL
 BJ3792
 BJ3792  NAD 83(1986)-  30 28 25.99170(N)    090 49 48.81847(W) AD(       ) 1
 BJ3792  NAD 27      -  30 28 25.30583(N)    090 49 48.46588(W) AD(       ) 1
 BJ3792  NGVD 29 (11/02/92)   10.93   (m)           35.9    (f) LEVELING    3  
 BJ3792
 BJ3792.Superseded values are not recommended for survey control.
 BJ3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3792.See file dsdata.txt to determine how the superseded data were derived.
 BJ3792
 BJ3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0829273298(NAD 83)
 BJ3792_MARKER: DE = TRAVERSE STATION DISK
 BJ3792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3792_SP_SET: CONCRETE POST
 BJ3792_STAMPING: DUMP 1970
 BJ3792_MARK LOGO: NGS   
 BJ3792_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3792_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3792+STABILITY: SURFACE MOTION
 BJ3792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3792+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1984
 BJ3792
 BJ3792  HISTORY     - Date     Condition        Report By
 BJ3792  HISTORY     - 1970     MONUMENTED       NGS
 BJ3792  HISTORY     - 1973     GOOD             NGS
 BJ3792  HISTORY     - 1973     GOOD             NGS
 BJ3792  HISTORY     - 1983     GOOD             LADTD
 BJ3792  HISTORY     - 19840221 GOOD             NGS
 BJ3792
 BJ3792                          STATION DESCRIPTION
 BJ3792
 BJ3792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3792'NO MEASUREMENT BETWEEN RMS DUE TO THICK BRUSH ON LINE.
 BJ3792'
 BJ3792'THE STATION IS LOCATED ABOUT 2 MILES EAST AND 1 MILE SOUTH OF WALKER,
 BJ3792'0.1 MILE WEST OF THE SOUTHWEST CORNER OF THE WALKER CITY DUMP IN A
 BJ3792'NARROW STRIP OF LAND BETWEEN THE NORTH RIGHT-OF-WAY FENCE OF
 BJ3792'INTERSTATE HIGHWAY 12 AND THE PARISH ROAD LEADING TO THE DUMP AND
 BJ3792'ON THE PROPERTY OF CROWN-ZELLERBACH CORPORATION OF BOGALUSA IN
 BJ3792'SECTION 5, T 7 S, R 4 E.
 BJ3792'
 BJ3792'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 447 AND
 BJ3792'U.S. HIGHWAY 190 IN WALKER, GO EAST ON U.S. HIGHWAY 190 FOR 0.35
 BJ3792'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST AND
 BJ3792'SOUTH ON GAYLORD ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 BJ3792'LEFT AND GO EAST ON A PAVED ROAD FOR 0.25 MILE TO A FORK.  KEEP
 BJ3792'RIGHT AND GO SOUTHERLY FOR 0.5 MILE TO THE END OF PAVEMENT JUST
 BJ3792'BEFORE REACHING A CATTLE GUARD.  CONTINUE SOUTHEAST ON A GRAVELED
 BJ3792'ROAD FOR 0.45 MILE TO A SMALL WOODEN BRIDGE AND THE AZIMUTH MARK ON
 BJ3792'THE RIGHT ABOUT 300 FEET SOUTH IN THE NORTHEAST CORNER OF THE
 BJ3792'CONCRETE BRIDGE FOR THE EAST BOUND TRAFFIC LANES OF INTERSTATE
 BJ3792'HIGHWAY 12.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.45 MILE TO
 BJ3792'THE STATION ON THE RIGHT.
 BJ3792'
 BJ3792'THE STATION MARK IS A STANDARD DISK STAMPED DUMP 1970, SET IN THE TOP
 BJ3792'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 BJ3792'ABOVE THE GROUND.  IT IS 39 FEET SOUTH OF THE CENTER OF THE
 BJ3792'GRAVELED ROAD, 19 FEET NORTHEAST OF A 36-INCH OAK TREE, 17 FEET
 BJ3792'NORTH OF A WIRE FENCE AND 6.4 FEET NORTHWEST OF A METAL WITNESS POST.
 BJ3792'
 BJ3792'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUMP NO 1 1970, SET IN
 BJ3792'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 BJ3792'INCHES ABOVE THE GROUND.  IT IS 82 FEET EAST OF POWER LINE POLE
 BJ3792'NUMBER GSU 60 AND 24 FEET NORTH OF THE CENTER OF THE GRAVELED
 BJ3792'ROAD.
 BJ3792'
 BJ3792'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUMP NO 2 1970, SET IN
 BJ3792'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 BJ3792'INCHES ABOVE THE GROUND.  IT IS 108 FEET WEST OF THE POWER LINE POLE
 BJ3792'AND 27 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 BJ3792'
 BJ3792'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUMP 1970, CEMENTED IN A
 BJ3792'DRILLED HOLE FLUSH WITH THE SURFACE OF THE CONCRETE BRIDGE.  IT IS
 BJ3792'18.2 FEET NORTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANES OF
 BJ3792'INTERSTATE HIGHWAY 12, 3.3 FEET WEST OF THE EAST END OF THE
 BJ3792'BRIDGE, 2.9 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE BRIDGE
 BJ3792'AND 1.8 FEET SOUTH OF THE NORTH ABUTMENT OF THE BRIDGE.
 BJ3792'
 BJ3792'HEIGHT OF LIGHT ABOVE STATION MARK 41.5 METERS.
 BJ3792
 BJ3792                          STATION RECOVERY (1973)
 BJ3792
 BJ3792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ3792'NO MEASUREMENT MADE BETWEEN RMS, DUE TO TREES ON LINE.
 BJ3792'
 BJ3792'NOTE--RM 1 AND RM 2 WERE RESET BY COAST IN 1973 AND HAVE NEW NUMBERS
 BJ3792'(RM 3 AND RM 4).
 BJ3792'
 BJ3792'THE STATION WAS VISITED 7/18/73 AND THE STATION MARK, AZIMUTH MARK,
 BJ3792'AND RM 3 AND RM 4 WERE FOUND IN GOOD CONDITION.
 BJ3792'
 BJ3792'THE STATION IS LOCATED 2 MILES SOUTHEAST OF WALKER AND 5 MILES
 BJ3792'SOUTHWEST OF LIVINGSTON, IN THE NORTHWEST QUARTER OF SECTION 5, T7S,
 BJ3792'R4E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3792'IT IS 39 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 19 FEET
 BJ3792'NORTHEAST OF A 36-INCH OAK TREE, 17 FEET NORTH OF A WIRE FENCE,
 BJ3792'AND 6.4 FEET NORTHWEST OF A METAL WITNESS POST.
 BJ3792'
 BJ3792'IT IS A STANDARD TRIANGULATION DISK, STAMPED DUMP 1970, PROJECTING 4
 BJ3792'INCHES.
 BJ3792'
 BJ3792'REFERENCE MARK NO. 3 IS 131.60 FEET NORTHEAST OF THE STATION.  IT IS
 BJ3792'100 FEET EAST-NORTHEAST OF A POWER POLE, 85 FEET NORTH OF A WIRE
 BJ3792'FENCE, 70 FEET NORTHWEST OF A 36-INCH PINE TREE ACROSS THE GRAVEL
 BJ3792'ROAD, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT
 BJ3792'IS A STANDARD DISK, STAMPED DUMP RM 3 1970-1973, FLUSH WITH THE
 BJ3792'GROUND.
 BJ3792'
 BJ3792'REFERENCE MARK NO. 4 IS 113.92 FEET NORTHWEST OF THE STATION.  IT IS
 BJ3792'100 FEET WEST-NORTHWEST OF A POWER POLE, 85 FEET NORTH OF A WIRE
 BJ3792'FENCE, 38 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 36 FEET
 BJ3792'SOUTHEAST OF A 36-INCH PINE TREE, AND 2 FEET NORTH OF A METAL
 BJ3792'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED DUMP RM
 BJ3792'4 1970- 1973, FLUSH WITH THE GROUND.
 BJ3792'
 BJ3792'THE AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION.  IT IS 18 FEET
 BJ3792'NORTH OF THE CENTER OF THE EASTBOUND LANE OF INTERSTATE 12, 3 FEET
 BJ3792'WEST OF THE EAST END OF A BRIDGE, 3 FEET SOUTHWEST OF THE NORTHEAST
 BJ3792'CORNER OF THE BRIDGE, AND 2 FEET SOUTH OF THE NORTH ABUTMENT OF
 BJ3792'THE BRIDGE.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED DUMP
 BJ3792'1970, IN A DRILL HOLE, FLUSH WITH THE SURFACE OF THE BRIDGE.
 BJ3792'
 BJ3792'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 447 AND U. S.
 BJ3792'HIGHWAY 190 IN WALKER, GO EAST ON U. S. HIGHWAY 190 FOR 0.35 MILE TO
 BJ3792'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST AND SOUTH ON
 BJ3792'GAYLORD ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 BJ3792'AND GO EAST ON A PAVED ROAD FOR 0.25 MILE TO A FORK, KEEP RIGHT AND
 BJ3792'GO SOUTHEASTERLY FOR 0.5 MILE TO THE END OF THE PAVEMENT JUST
 BJ3792'BEFORE REACHING A CATTLEGUARD.  CONTINUE SOUTHEAST ON A GRAVELED
 BJ3792'ROAD FOR 0.45 MILE TO A SMALL WOODEN BRIDGE AND THE AZIMUTH MARK
 BJ3792'ON THE RIGHT ABOUT 300 FEET SOUTH IN THE NORTHEAST CORNER OF THE
 BJ3792'CONCRETE BRIDGE FOR THE EASTBOUND LANE OF INTERSTATE 12.  CONTINUE
 BJ3792'EAST ON THE GRAVELED ROAD FOR 0.45 MILE TO THE STATION ON THE
 BJ3792'RIGHT AND SOUTH OF THE GRAVELED ROAD.
 BJ3792'
 BJ3792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 BJ3792'OF WALKER.
 BJ3792
 BJ3792                          STATION RECOVERY (1973)
 BJ3792
 BJ3792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ3792'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.
 BJ3792'REFERENCE MARKS 1 AND 2 HAD BEEN DESTROYED AND NEW REFERENCE MARKS
 BJ3792'3 AND 4 WERE SET AT THIS TIME.  THE ROUTE TO REACH THE STATION IS
 BJ3792'STILL CORRECT.  THE ANGLE TO THE AZIMUTH MARK WAS CHECKED.  A
 BJ3792'COMPLETE DESCRIPTION FOLLOWS--
 BJ3792'
 BJ3792'THE STATION IS LOCATED 14 MILES NORTH OF PORT VINCENT, 5.2 MILES
 BJ3792'WEST- SOUTHWEST OF DOYLE, AND 2 MILES SOUTHEAST OF WALKER.  IT IS IN
 BJ3792'THE NARROW STRIP OF GROUND BETWEEN THE NORTH RIGHT-OF-WAY FENCE
 BJ3792'OF INTERSTATE HIGHWAY 12 AND A GRAVELED ROAD ON PROPERTY
 BJ3792'OWNED BY THE CROWN-ZELLERBACH CORPORATION OF BOGALUSA.
 BJ3792'
 BJ3792'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 190 AND
 BJ3792'STATE HIGHWAY 447 IN WALKER GO EAST ON U.S. HIGHWAY 190 FOR 0.35
 BJ3792'MILE TO A SIDE ROAD RIGHT, GAYLORD ROAD.  TURN RIGHT AND GO SOUTH ON
 BJ3792'GAYLORD ROAD 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 BJ3792'EAST 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK 0.5 MILE SOUTHEAST TO
 BJ3792'END OF PAVEMENT.  CONTINUE EASTERLY ON GRAVELED ROAD 0.45 MILE
 BJ3792'TO WOODEN BRIDGE.  (THE AZIMUTH MARK MAY BE REACHED FROM THIS
 BJ3792'POINT BY WALKING SOUTH TO INTERSTATE HIGHWAY 12 ALONG THE WEST SIDE
 BJ3792'OF THE STREAM.) CONTINUE EAST 0.45 MILE ON GRAVELED ROAD TO THE
 BJ3792'STATION ON RIGHT.
 BJ3792'
 BJ3792'THE STATION MARK IS A STANDARD DISK STAMPED DUMP 1970 CEMENTED IN THE
 BJ3792'TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT PROJECTING 2
 BJ3792'INCHES ABOVE GROUND.  IT IS 39 FEET SOUTH OF THE CENTER OF THE
 BJ3792'GRAVELED ROAD, 19 FEET NORTHEAST OF A 16-INCH OAK TREE, 17 FEET
 BJ3792'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 6.4 FEET NORTHWEST OF A
 BJ3792'METAL WITNESS POST.
 BJ3792'
 BJ3792'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DUMP NO 3 1970 1973
 BJ3792'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 BJ3792'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 99.3 FEET EAST-
 BJ3792'NORTHEAST OF A POWERLINE POLE, 53 FEET SOUTH OF A 14-INCH PINE
 BJ3792'TREE, 34 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 2.6 FEET
 BJ3792'SOUTHWEST OF A METAL WITNESS POST.
 BJ3792'
 BJ3792'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DUMP NO 4 1970 1973
 BJ3792'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 BJ3792'MONUMENT SET FLUSH IN THE GROUND.  IT IS 53 FEET WEST-SOUTHWEST OF
 BJ3792'A 20-INCH PINE TREE, 39 FEET SOUTHEAST OF A 20-INCH PINE TREE, 37
 BJ3792'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND 2 FEET NORTH OF
 BJ3792'A METAL WITNESS POST.
 BJ3792'
 BJ3792'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUMP 1970 CEMENTED IN A
 BJ3792'DRILL HOLE IN THE NARROW PAVEMENT STRIP NORTH OF THE EASTBOUND
 BJ3792'TRAFFIC LANE OF INTERSTATE HIGHWAY 12 NEAR THE EAST END OF THE BRIDGE
 BJ3792'OVER MIDDLE CORYEN CREEK.  IT IS 18.2 FEET NORTH OF THE CENTER OF
 BJ3792'THE HIGHWAY, 3.3 FEET WEST OF THE EAST END OF THE BRIDGE
 BJ3792'PAVEMENT, 2.9 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 BJ3792'BRIDGE, AND 1.8 FEET SOUTH OF THE NORTH CURB OF THE BRIDGE.
 BJ3792'
 BJ3792'RM 3 TO RM 4 COULD NOT BE MEASURED BECAUSE OF BRUSH.
 BJ3792'
 BJ3792'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 BJ3792'
 BJ3792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 BJ3792'OF WALKER.
 BJ3792
 BJ3792                          STATION RECOVERY (1983)
 BJ3792
 BJ3792'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3792'4.2 KM (2.6 MI) SE FROM WALKER.
 BJ3792'ABOUT 0.56 KM (0.35 MI) EAST ALONG US HIGHWAY 190 FROM THE JUNCTION
 BJ3792'OF STATE HIGHWAY 447 AND US HIGHWAY 190 IN WALKER TO A SIDE ROAD,
 BJ3792'THENCE SOUTH (RIGHT) AND PROCEED ALONG GAYLORD ROAD FOR 0.97 KM
 BJ3792'(0.6 MI) TO A SIDE ROAD NAMED LOCKHART, THENCE EAST (LEFT) ONTO A
 BJ3792'PAVED ROAD AND CONTINUE ON FOR 0.40 KM (0.25 MI) TO A FORK, KEEP RIGHT
 BJ3792'AND GO SOUTHEASTERLY FOR 0.8 KM (0.5 MI) TO THE END OF THE PAVEMENT
 BJ3792'JUST BEFORE REACHING A CATTLE GUARD.  CONTINUE SOUTHEAST ON A GRAVEL
 BJ3792'ROAD FOR 0.7 KM (0.45 MI) TO A SMALL WOODEN BRIDGE, CONTINUE EAST ON
 BJ3792'THE GRAVEL ROAD FOR 0.7 KM (0.45 MI) TO THE STATION ON THE RIGHT AND
 BJ3792'SOUTH OF THE GRAVEL ROAD, 11.9 METERS (39 FT) SOUTH OF THE CENTER OF
 BJ3792'THE GRAVEL ROAD, 5.8 METERS (19 FT) NORTHEAST OF A 36-INCH OAK TREE,
 BJ3792'AND 5.2 METERS (17 FT) NORTH OF A WIRE FENCE.
 BJ3792'THE MARK IS 1.95 METERS  NW FROM A WITNESS POST.
 BJ3792'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BJ3792
 BJ3792                          STATION RECOVERY (1984)
 BJ3792
 BJ3792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 BJ3792'THE STATION, REFERENCE MARK NO 3 AND THE AZIMUTH MARK WERE RECOVERED
 BJ3792'IN GOOD CONDITION AS DESCRIBED IN 1973.  REFERENCE MARK NO 4 WAS
 BJ3792'RECOVERED DESTROYED AND THE DISK RECLAIMED THIS DATE.  THE AZIMUTH
 BJ3792'MARK WAS BLOCKED FROM VIEW AT THIS DATE.  REFERENCE MARK NO 5 WAS
 BJ3792'ESTABLISHED THIS DATE.
 BJ3792' 
 BJ3792'THE STATION IS A STANDARD NGS DISK STAMPED--DUMP 1970--, SET INTO THE
 BJ3792'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30.5 CM IN DIAMETER
 BJ3792'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 121 FT (36.9 M) N
 BJ3792'FROM THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE 12, 38 FT
 BJ3792'(11.6 M) S FROM THE CENTERLINE OF BLACK MUD ROAD (GRAVELED), 18 FT
 BJ3792'(5.5 M) ENE FROM A 20-INCH OAK TREE, 56 FT (17.1 M) S FROM A POWER
 BJ3792'POLE NUMBER 9, AND 17.0 FT (5.2 M) N FROM A COMBINATION MESH AND
 BJ3792'BARBED WIRE FENCE.
 BJ3792' 
 BJ3792'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DUMP NO 3 1970
 BJ3792'1973--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BJ3792'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 35 FT (10.7 M) N FROM
 BJ3792'THE CENTERLINE OF BLACK MUD ROAD, 6 FT (1.8 M) WNW FROM A 10-INCH OAK
 BJ3792'TREE, AND 1.7 FT (0.52 M) SE FROM A METAL WITNESS POST AND SIGN.
 BJ3792' 
 BJ3792'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--DUMP 1970 NO 5
 BJ3792'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BJ3792'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 22 FT (6.7 M) N FROM THE
 BJ3792'CENTERLINE OF BLACK MUD ROAD, 68 FT (20.7 M) W FROM A POWER POLE
 BJ3792'NUMBER 9, AND 1.8 FT (0.55 M) S FROM A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3791 ***********************************************************************
 BJ3791  DESIGNATION -  DUMP AZ MK
 BJ3791  PID         -  BJ3791
 BJ3791  STATE/COUNTY-  LA/LIVINGSTON
 BJ3791  USGS QUAD   -  WALKER (1991)
 BJ3791
 BJ3791                         *CURRENT SURVEY CONTROL
 BJ3791  ___________________________________________________________________
 BJ3791* NAD 83(1992)-  30 28 23.93400(N)    090 50 11.18561(W)     ADJUSTED  
 BJ3791* NAVD 88     -        12.1    (meters)      40.     (feet)  VERTCON   
 BJ3791  ___________________________________________________________________
 BJ3791  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ3791  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ3791
 BJ3791  HORZ ORDER  -  SECOND
 BJ3791
 BJ3791.The horizontal coordinates were established by classical geodetic methods
 BJ3791.and adjusted by the National Geodetic Survey in January 1993..
 BJ3791
 BJ3791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3791
 BJ3791.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3791
 BJ3791.The geoid height was determined by GEOID03.
 BJ3791
 BJ3791;                    North         East     Units Scale Factor Converg.
 BJ3791;SPC LA S     -   218,836.573 1,047,712.124   MT  0.99995963   +0 14 54.4
 BJ3791;SPC LA S     -   717,966.32  3,437,368.86   sFT  0.99995963   +0 14 54.4
 BJ3791;UTM  15      - 3,373,223.688   707,697.117   MT  1.00013220   +1 05 51.4
 BJ3791
 BJ3791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3791!SPC LA S     -   1.00000235  x   0.99995963  =   0.99996198
 BJ3791!UTM  15      -   1.00000235  x   1.00013220  =   1.00013455
 BJ3791
 BJ3791:                Primary Azimuth Mark                     Grid Az
 BJ3791:SPC LA S     -  DUMP                                     083 44 17.5
 BJ3791:UTM  15      -  DUMP                                     082 53 20.5
 BJ3791
 BJ3791|---------------------------------------------------------------------|
 BJ3791| PID    Reference Object                     Distance      Geod. Az  |
 BJ3791|                                                           dddmmss.s |
 BJ3791| BJ3792 DUMP                                APPROX. 0.6 KM 0835911.9 |
 BJ3791|---------------------------------------------------------------------|
 BJ3791
 BJ3791                          SUPERSEDED SURVEY CONTROL
 BJ3791
 BJ3791  NAD 83(1986)-  30 28 23.95160(N)    090 50 11.18307(W) AD(       ) 2
 BJ3791  NAD 27      -  30 28 23.26572(N)    090 50 10.82995(W) AD(       ) 2
 BJ3791  NGVD 29 (07/19/86)   12.1    (m)           40.     (f) VERT ANG       
 BJ3791
 BJ3791.Superseded values are not recommended for survey control.
 BJ3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3791.See file dsdata.txt to determine how the superseded data were derived.
 BJ3791
 BJ3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0769773224(NAD 83)
 BJ3791_MARKER: DE = TRAVERSE STATION DISK
 BJ3791_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3791_SP_SET: ABUTMENT
 BJ3791_STAMPING: DUMP 1970
 BJ3791_MARK LOGO: LADH  
 BJ3791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3791
 BJ3791  HISTORY     - Date     Condition        Report By
 BJ3791  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3791  HISTORY     - 1983     GOOD             LADTD
 BJ3791
 BJ3791                          STATION DESCRIPTION
 BJ3791
 BJ3791'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3791'THE STATION IS LOCATED 2 MILES SOUTHEAST OF WALKER, 5.5 MILES
 BJ3791'SOUTHWEST OF LIVINGSTON, AND 7 MILES EAST-SOUTHEAST OF DENHAM
 BJ3791'SPRINGS, IN THE NORTHEAST QUARTER OF SECTION 6, T7S, R4E, AND ON
 BJ3791'THE PROPERTY OWNED BY LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3791'
 BJ3791'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 447 AND
 BJ3791'U.S. HIGHWAY 190 IN WALKER, GO EAST ON U.S. HIGHWAY 190 FOR 0.35
 BJ3791'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST
 BJ3791'AND SOUTH ON GAYLORD ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE
 BJ3791'LEFT.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.25 MILE TO THE
 BJ3791'END OF THE PAVEMENT JUST BEFORE REACHING A CATTLEGUARD.
 BJ3791'CONTINUE SOUTHEAST ON A GRAVELED ROAD FOR 0.45 MILE TO A SMALL
 BJ3791'WOODEN BRIDGE AND THE AZIMUTH MARK ON THE RIGHT, ABOUT 300
 BJ3791'FEET SOUTH, IN THE NORTHEAST CORNER OF THE CONCRETE BRIDGE FOR
 BJ3791'THE EASTBOUND LANE OF INTERSTATE 12.
 BJ3791'
 BJ3791'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3791'AND U.S. COAST AND GEODETIC AZ. MK. DISK SET IN A DRILL HOLE
 BJ3791'FLUSH WITH THE SURFACE OF THE BRIDGE.  IT IS STAMPED DUMP
 BJ3791'1970.  IT IS 18 FEET NORTH OF THE CENTER OF THE EASTBOUND LANE OF
 BJ3791'INTERSTATE 12, 3 FEET WEST OF THE EAST END OF A BRIDGE, 3 FEET
 BJ3791'SOUTHWEST OF THE NORTHEAST CORNER OF THE BRIDGE, AND 2 FEET
 BJ3791'SOUTH OF THE NORTH ABUTMENT OF THE BRIDGE.
 BJ3791'
 BJ3791'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3791
 BJ3791                          STATION RECOVERY (1983)
 BJ3791
 BJ3791'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3791'5.6 KM (2.93 MI) SE FROM WALKER.
 BJ3791'ABOUT 2.1 KM (1.3 MI) SOUTH ON STATE HIGHWAY 447 FROM THE JUNCTION OF
 BJ3791'HIGHWAY 447 AND US HIGHWAY 190 IN WALKER TO THE JUNCTION OF HIGHWAY
 BJ3791'447 AND INTERSTATE 12, THENCE EAST (LEFT) ALONG INTERSTATE 12 FOR
 BJ3791'4.3 KM (1.6 MI) TO THE BENCH MARK ON THE LEFT IN THE NORTHEAST CORNER
 BJ3791'OF THE CONCRETE BRIDGE FOR THE EASTBOUND LANE OF INTERSTATE 12,
 BJ3791'5.5 METERS (18 FT) NORTH OF THE CENTER OF THE EASTBOUND LANE OF
 BJ3791'INTERSTATE 12, 0.9 METERS (3 FT) WEST OF THE EAST END OF THE BRIDGE,
 BJ3791'0.9 METERS (3 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE BRIDGE, AND
 BJ3791'0.61 METERS (2 FT) SOUTH OF THE NORTH ABUTMENT OF THE BRIDGE.
 BJ3791'THE MARK IS ABOVE LEVEL WITH INTERSTATE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2774 ***********************************************************************
 BX2774  DESIGNATION -  DUNN
 BX2774  PID         -  BX2774
 BX2774  STATE/COUNTY-  LA/GRANT
 BX2774  USGS QUAD   -  MONTGOMERY (1993)
 BX2774
 BX2774                         *CURRENT SURVEY CONTROL
 BX2774  ___________________________________________________________________
 BX2774* NAD 83(1992)-  31 41 27.71182(N)    092 55 59.54916(W)     ADJUSTED  
 BX2774* NAVD 88     -        47.8    (meters)     157.     (feet)  VERTCON   
 BX2774  ___________________________________________________________________
 BX2774  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 BX2774  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2774
 BX2774  HORZ ORDER  -  FIRST
 BX2774
 BX2774.The horizontal coordinates were established by classical geodetic methods
 BX2774.and adjusted by the National Geodetic Survey in January 1993..
 BX2774
 BX2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2774
 BX2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2774
 BX2774.The geoid height was determined by GEOID03.
 BX2774
 BX2774;                    North         East     Units Scale Factor Converg.
 BX2774;SPC LA N     -   132,137.616   958,931.423   MT  0.99992252   -0 13 44.5
 BX2774;SPC LA N     -   433,521.50  3,146,094.18   sFT  0.99992252   -0 13 44.5
 BX2774;UTM  15      - 3,506,191.589   506,329.917   MT  0.99960049   +0 02 06.3
 BX2774
 BX2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2774!SPC LA N     -   0.99999659  x   0.99992252  =   0.99991911
 BX2774!UTM  15      -   0.99999659  x   0.99960049  =   0.99959708
 BX2774
 BX2774|---------------------------------------------------------------------|
 BX2774| PID    Reference Object                     Distance      Geod. Az  |
 BX2774|                                                           dddmmss.s |
 BX2774| CY3489 DUNN RM 1                            29.970 METERS 01303     |
 BX2774| BX2760 MONTGOMERY ATT MW KGP 69            APPROX. 6.1 KM 0743720.3 |
 BX2774| BX2773 MONTGOMERY MUN TANK                 APPROX. 4.9 KM 1234934.2 |
 BX2774| CY3490 DUNN RM 2                            30.407 METERS 18024     |
 BX2774| BX2804 NATCHITOCHES MUN W TANK             APPROX.17.1 KM 2955850.0 |
 BX2774| BX2803 NATCHITOCHES S CEN BELL MW KLW      APPROX.16.8 KM 2971639.4 |
 BX2774| CY3488 DUNN AZ MK                                         3230253.8 |
 BX2774|---------------------------------------------------------------------|
 BX2774
 BX2774                          SUPERSEDED SURVEY CONTROL
 BX2774
 BX2774  NAD 83(1986)-  31 41 27.73189(N)    092 55 59.54456(W) AD(       ) 1
 BX2774  NAD 27      -  31 41 27.13493(N)    092 55 58.96699(W) AD(       ) 1
 BX2774  NGVD 29 (07/19/86)   47.8    (m)          157.     (f) VERT ANG       
 BX2774
 BX2774.Superseded values are not recommended for survey control.
 BX2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2774.See file dsdata.txt to determine how the superseded data were derived.
 BX2774
 BX2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR0633006192(NAD 83)
 BX2774_MARKER: DS = TRIANGULATION STATION DISK
 BX2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2774
 BX2774  HISTORY     - Date     Condition        Report By
 BX2774  HISTORY     - 1969     MONUMENTED       CGS
 BX2774
 BX2774                          STATION DESCRIPTION
 BX2774
 BX2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2774'THE STATION IS LOCATED ABOUT 9 MILES EAST AND 5 MILES SOUTH
 BX2774'OF NATCHITOCHES, 2-1/2 MILES WEST AND 1-1/2 MILES NORTH OF
 BX2774'MONTGOMERY AND NEAR THE NORTHWEST CORNER OF GRANT PARISH, ON
 BX2774'PROPERTY OWNED BY MR. W.H. KILPATRICK.
 BX2774'
 BX2774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 BX2774'STATE HIGHWAY 34 IN MONTGOMERY, GO NORTH ON HIGHWAY 71 FOR 4.0
 BX2774'MILES TO A SIDE ROAD ON THE LEFT AND SIGN NEW SALEM BAPTIST
 BX2774'CHURCH ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVEL ROAD
 BX2774'FOR 0.55 MILE TO RAILROAD TRACK AND ROAD FORK.  KEEP THE LEFT
 BX2774'FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.8 MILES TO WHERE
 BX2774'THE ROAD TURNS LEFT AND A GATE AND DRIVEWAY STRAIGHT
 BX2774'AHEAD.  TURN LEFT AND GO SOUTHEASTERLY ON THE MAIN ROAD FOR
 BX2774'0.5 MILE TO A CATTLE GUARD AND THE AZIMUTH MARK ON THE
 BX2774'LEFT.  CROSS THE CATTLE GUARD AND CONTINUE SOUTHEAST ON THE
 BX2774'GRAVEL ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 BX2774'
 BX2774'THE STATION MARK IS A STANDARD DISK STAMPED DUNN 1969, SET
 BX2774'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH
 BX2774'WITH THE SURFACE OF THE GROUND.  IT IS 79 FEET
 BX2774'NORTH-NORTHWEST OF A 24-INCH PINE TREE, 54 FEET NORTHEAST OF A
 BX2774'FENCE, 34 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND
 BX2774'5.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 BX2774'
 BX2774'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DUNN NO 1
 BX2774'1969, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 BX2774'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 36 FEET
 BX2774'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD.
 BX2774'
 BX2774'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DUNN NO 2
 BX2774'1969, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 BX2774'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 60 FEET
 BX2774'SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 28 FEET
 BX2774'SOUTHWEST OF A 24-INCH PINE TREE AND 2 FEET NORTHEAST OF
 BX2774'THE FENCE.
 BX2774'
 BX2774'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUNN 1969, SET
 BX2774'IN THE TOP OF 12-INCH ROUND CONCRETE POST THAT PROJECTS 2
 BX2774'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 44 FEET
 BX2774'NORTH-NORTHWEST OF THE CENTER OF A CATTLE GUARD, 22 FEET
 BX2774'NORTH-NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 5 FEET
 BX2774'SOUTHWEST OF A POWER POLE AND 3.5 FEET SOUTHWEST OF A METAL
 BX2774'WITNESS POST.
 BX2774'
 BX2774'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2974 ***********************************************************************
 CP2974  DESIGNATION -  DUNN
 CP2974  PID         -  CP2974
 CP2974  STATE/COUNTY-  LA/RICHLAND
 CP2974  USGS QUAD   -  DUNN (1987)
 CP2974
 CP2974                         *CURRENT SURVEY CONTROL
 CP2974  ___________________________________________________________________
 CP2974* NAD 83(1992)-  32 26 56.23834(N)    091 33 44.96425(W)     ADJUSTED  
 CP2974* NAVD 88     -        26.7    (meters)      88.     (feet)  VERTCON   
 CP2974  ___________________________________________________________________
 CP2974  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CP2974  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP2974
 CP2974  HORZ ORDER  -  SECOND
 CP2974
 CP2974.The horizontal coordinates were established by classical geodetic methods
 CP2974.and adjusted by the National Geodetic Survey in May 1994..
 CP2974
 CP2974.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2974
 CP2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2974
 CP2974.The geoid height was determined by GEOID03.
 CP2974
 CP2974;                    North         East     Units Scale Factor Converg.
 CP2974;SPC LA N     -   216,475.273 1,088,149.040   MT  0.99995760   +0 29 44.4
 CP2974;SPC LA N     -   710,219.29  3,570,035.64   sFT  0.99995760   +0 29 44.4
 CP2974;UTM  15      - 3,591,110.333   635,120.775   MT  0.99982514   +0 46 17.1
 CP2974
 CP2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2974!SPC LA N     -   0.99999992  x   0.99995760  =   0.99995752
 CP2974!UTM  15      -   0.99999992  x   0.99982514  =   0.99982506
 CP2974
 CP2974:                Primary Azimuth Mark                     Grid Az
 CP2974:SPC LA N     -  DELHI LA PWR AND LT RAD KLY 85           073 21 53.9
 CP2974:UTM  15      -  DELHI LA PWR AND LT RAD KLY 85           073 05 21.2
 CP2974
 CP2974|---------------------------------------------------------------------|
 CP2974| PID    Reference Object                     Distance      Geod. Az  |
 CP2974|                                                           dddmmss.s |
 CP2974| CP2973 DELHI LA PWR AND LT RAD KLY 85      APPROX. 4.7 KM 0735138.3 |
 CP2974| CP2970 DELHI UNION COMP CO TANK            APPROX. 5.9 KM 0791549.3 |
 CP2974| CP2961 DELHI MUNICIPAL TANK                APPROX. 6.7 KM 0830845.2 |
 CP2974| CY3491 DUNN RM 1                            27.810 METERS 11613     |
 CP2974| CY3492 DUNN RM 2                            28.398 METERS 26339     |
 CP2974| CP2980 DUNN 1970 AZ MK                     APPROX. 1.9 KM 2763350.5 |
 CP2974| CP2975 HOLLY RIDGE PLINE RAD KDG 609       APPROX. 4.0 KM 3024900.7 |
 CP2974|---------------------------------------------------------------------|
 CP2974
 CP2974                          SUPERSEDED SURVEY CONTROL
 CP2974
 CP2974  NAD 83(1992)-  32 26 56.24046(N)    091 33 44.96350(W) AD(       ) 2
 CP2974  NAD 83(1986)-  32 26 56.25039(N)    091 33 44.95780(W) AD(       ) 2
 CP2974  NAD 27      -  32 26 55.73796(N)    091 33 44.52643(W) AD(       ) 2
 CP2974  NGVD 29 (07/19/86)   26.7    (m)           88.     (f) VERT ANG       
 CP2974
 CP2974.Superseded values are not recommended for survey control.
 CP2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2974.See file dsdata.txt to determine how the superseded data were derived.
 CP2974
 CP2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3512191110(NAD 83)
 CP2974_MARKER: DS = TRIANGULATION STATION DISK
 CP2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2974
 CP2974  HISTORY     - Date     Condition        Report By
 CP2974  HISTORY     - 1970     MONUMENTED       NGS
 CP2974  HISTORY     - 1973     GOOD             NGS
 CP2974  HISTORY     - 1981     GOOD             LADTD
 CP2974
 CP2974                          STATION DESCRIPTION
 CP2974
 CP2974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2974'NO MEASUREMENT BETWEEN RMS DUE TO FENCE ON LINE.
 CP2974'
 CP2974'THE STATION IS LOCATED ABOUT 4 MILES WEST AND 1/2 MILE SOUTH
 CP2974'OF DELHI AND 1 MILE EAST AND 1 MILE SOUTH OF DUNN.  IT IS NEAR
 CP2974'THE NORTHEAST CORNER OF SEC. 20, T. 17 N, R 9 E ON LAND OWNED
 CP2974'BY MR. C.T. MUNHOLLAND, 1605 FAIRVIEW AVENUE, MONROE,
 CP2974'LOUISIANA.
 CP2974'
 CP2974'TO REACH FROM THE DUNN POST OFFICE AT THE INTERSECTION OF
 CP2974'U.S. HIGHWAY 80 AND LOUISIANA STATE HIGHWAY 609 IN DUNN (DUNN
 CP2974'IS ABOUT 5 MILES WEST OF DELHI), GO EAST ON HIGHWAY 80 FOR 1.0
 CP2974'MILE TO A GRAVEL ROAD TO THE RIGHT.  GO SOUTH ON THIS ROAD FOR
 CP2974'0.95 MILE TO THE STATION ON THE RIGHT WHERE THE GRAVEL ROAD
 CP2974'TURNS TO THE LEFT.
 CP2974'
 CP2974'TO REACH THE AZIMUTH MARK FROM THE DUNN POST OFFICE, GO SOUTH
 CP2974'ON STATE HIGHWAY 609 FOR 0.90 MILE TO THE AZIMUTH ON THE LEFT
 CP2974'AT THE SOUTHEAST CORNER OF THE OVERPASS OVER INTERSTATE-20.
 CP2974'
 CP2974'THE SURFACE MARK IS A STANDARD DISK STAMPED DUNN 1970 SET IN
 CP2974'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 18
 CP2974'INCHES BELOW THE GROUND SURFACE.  IT IS 27 FEET NORTH OF THE
 CP2974'FENCE FOR I-20, 132 FEET NORTH OF THE CENTERLINE OF THE
 CP2974'WESTBOUND LANE OF I-20, 70 FEET WEST OF A DIRT FIELD ROAD, 211
 CP2974'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE CULVERT
 CP2974'FOR I-20, AND 27 FEET NORTH OF THE METAL WITNESS POST.  THE
 CP2974'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2974'CONCRETE THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 CP2974'
 CP2974'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNN NO 1 1970, IS
 CP2974'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2974'IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT NORTH OF THE
 CP2974'FENCE FOR I-20, 106 FEET NORTH OF THE WESTBOUND LANE OF I-20,
 CP2974'17 FEET EAST OF A DIRT FIELD ROAD, AND 122 FEET NORTHWEST OF
 CP2974'THE NORTHWEST CORNER OF THE CONCRETE CULVERT FOR I-20.
 CP2974'
 CP2974'REFERENCE MARK 2, A STANDARD DISK STAMPED DUNN NO 2 1970, IS
 CP2974'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2974'IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT NORTH OF THE
 CP2974'FENCE FOR I-20, 106 FEET NORTH OF THE CENTERLINE OF THE
 CP2974'WESTBOUND LANE OF I-20, AND 95 FEET WEST OF THE METAL WITNESS
 CP2974'POST.
 CP2974'
 CP2974'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 CP2974'TOP OF THE EASTERN RAILING FOR THE OVERPASS ON STATE HIGHWAY
 CP2974'609 OVER I-20.  IT IS 21 FEET SOUTHEAST OF THE CENTERLINE OF
 CP2974'HIGHWAY 609, 2.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 CP2974'BRIDGE RAILING, AND 2.4 FEET WEST-SOUTHWEST OF THE METAL
 CP2974'WITNESS POST.
 CP2974'
 CP2974'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
 CP2974
 CP2974                          STATION RECOVERY (1973)
 CP2974
 CP2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 CP2974'NO MEASUREMENT BETWEEN R.M.S DUE TO FENCE ON LINE.
 CP2974'
 CP2974'THE STATION IS LOCATED 1.5 MILES SOUTHEAST OF DUNN, 4 MILES
 CP2974'SOUTHWEST OF DELHI, AND 4 MILES SOUTHEAST OF HOLLY RIDGE, IN
 CP2974'THE NORTHEAST 1/4 OF SECTION 20, T17N-R9E, AND ON THE PROPERTY
 CP2974'OWNED BY C.T. MUNHOLLAND, ADDRESS 1605 FAIRVIEW AVENUE, MONROE,
 CP2974'LOUISIANA.
 CP2974'
 CP2974'TO REACH THE STATION FROM THE INTERSTATE 20 AND STATE HIGHWAY
 CP2974'609 INTERCHANGE JUST SOUTH OF DUNN, GO EAST ALONG INTERSTATE 20
 CP2974'FOR 1.1 MILES.  THE STATION IS SET TO THE NORTH OF THE HIGHWAY
 CP2974'AND A RIGHT-OF-WAY FENCE.
 CP2974'
 CP2974'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP2974'STATE HIGHWAY 609 IN DUNN, GO SOUTH ALONG STATE HIGHWAY 609 FOR 0.9
 CP2974'MILE TO THE OVERPASS ON INTERSTATE 20.  THE MARK IS SET IN THE TOP
 CP2974'OF THE GUARD RAIL ON THE SOUTHEAST CORNER OF THE OVERPASS.
 CP2974'
 CP2974'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2974'DISC SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2974'THAT IS 18 INCHES UNDERGROUND.  THE SUB-SURFACE MARK DISC IS
 CP2974'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 CP2974'BELOW THE GROUND SURFACE.  THEY ARE STAMPED DUNN 1970.  THE
 CP2974'MARK IS 131 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON
 CP2974'INTERSTATE 20, 27 FEET NORTH OF A METAL WITNESS POST AND SIGN
 CP2974'AND A FENCE, AND APPROXIMATELY 211 FEET NORTHWEST OF THE
 CP2974'NORTHWEST CORNER OF A CONCRETE HEADWALL ON A CROSS-DRAIN
 CP2974'UNDER INTERSTATE 20.
 CP2974'
 CP2974'REFERENCE MARK 1 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2974'DISC SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2974'THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED DUNN NO. 1 1970.  IT
 CP2974'IS 106 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON
 CP2974'INTERSTATE 20 AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 CP2974'
 CP2974'REFERENCE MARK 2 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2974'DISC SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2974'THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED DUNN NO. 2 1970.  IT
 CP2974'IS 106 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON I-20
 CP2974'AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 CP2974'
 CP2974'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2974'DISC SET IN A DRILL HOLE IN A CONCRETE RAIL ON AN OVERPASS AND
 CP2974'IS FLUSH WITH THE SURFACE OF THE RAIL.  IT IS STAMPED DUNN
 CP2974'1970.  IT IS 21 FEET WAST OF THE CENTER OF STATE HIGHWAY 609,
 CP2974'2.4 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND
 CP2974'2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS.
 CP2974
 CP2974                          STATION RECOVERY (1981)
 CP2974
 CP2974'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2974'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE FOUND TO
 CP2974'BE IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER
 CP2974'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BV1688 ***********************************************************************
 BV1688  DESIGNATION -  DUNN
 BV1688  PID         -  BV1688
 BV1688  STATE/COUNTY-  LA/WASHINGTON
 BV1688  USGS QUAD   -  SANDY HOOK (1970)
 BV1688
 BV1688                         *CURRENT SURVEY CONTROL
 BV1688  ___________________________________________________________________
 BV1688* NAD 83(1992)-  31 00 06.39822(N)    089 51 50.56855(W)     ADJUSTED  
 BV1688* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BV1688  ___________________________________________________________________
 BV1688  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 BV1688  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BV1688
 BV1688  HORZ ORDER  -  FIRST
 BV1688
 BV1688.The horizontal coordinates were established by classical geodetic methods
 BV1688.and adjusted by the National Geodetic Survey in May 1994..
 BV1688
 BV1688.The orthometric height was scaled from a topographic map.
 BV1688
 BV1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1688
 BV1688.The geoid height was determined by GEOID03.
 BV1688
 BV1688;                    North         East     Units Scale Factor Converg.
 BV1688;SPC LA S     -   278,221.440 1,140,327.637   MT  1.00007810   +0 44 04.8
 BV1688;SPC LA S     -   912,798.17  3,741,224.92   sFT  1.00007810   +0 44 04.8
 BV1688;UTM  16      - 3,433,321.162   226,531.951   MT  1.00052259   -1 28 33.9
 BV1688
 BV1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1688!SPC LA S     -   0.99998692  x   1.00007810  =   1.00006502
 BV1688!UTM  16      -   0.99998692  x   1.00052259  =   1.00050950
 BV1688
 BV1688|---------------------------------------------------------------------|
 BV1688| PID    Reference Object                     Distance      Geod. Az  |
 BV1688|                                                           dddmmss.s |
 BV1688| CF9591 DUNN RM 1                            37.759 METERS 10822     |
 BV1688| BH2924 SCHOOL                              APPROX.20.3 KM 1312233.0 |
 BV1688| CF9590 DUNN AZ MK                                         1681300.3 |
 BV1688| CF9592 DUNN RM 2                            39.082 METERS 18637     |
 BV1688|---------------------------------------------------------------------|
 BV1688
 BV1688                          SUPERSEDED SURVEY CONTROL
 BV1688
 BV1688  NAD 83(1992)-  31 00 06.41027(N)    089 51 50.56561(W) AD(       ) 1
 BV1688  NAD 83(1986)-  31 00 06.41280(N)    089 51 50.56562(W) AD(       ) 1
 BV1688  NAD 27      -  31 00 05.75500(N)    089 51 50.28200(W) AD(       ) 1
 BV1688
 BV1688.Superseded values are not recommended for survey control.
 BV1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1688.See file dsdata.txt to determine how the superseded data were derived.
 BV1688
 BV1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2653233321(NAD 83)
 BV1688_MARKER: DS = TRIANGULATION STATION DISK
 BV1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1688+STABILITY: SURFACE MOTION
 BV1688
 BV1688  HISTORY     - Date     Condition        Report By
 BV1688  HISTORY     - 1935     MONUMENTED       CGS
 BV1688  HISTORY     - 1939     GOOD             CGS
 BV1688  HISTORY     - 1955     GOOD             CGS
 BV1688
 BV1688                          STATION DESCRIPTION
 BV1688
 BV1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1688'ABOUT 15 MILES NORTH OF BOGALUSA AND 4-1/4 MILES NORHTWEST OF ANGIE,
 BV1688'LA., ON A HIGH PLATEAU, ON THE STATE LINE BETWEEN MISSISSIPPI
 BV1688'(NORTH) AND LOUISIANA (SOUTH), IN THE SOUTHWEST CORNER OF SEC. 35,
 BV1688'T. 1 N., R. 13 E., THE PROPERTY TO THE NORTH IS OWNED BY JOHN DUNN
 BV1688'(COLORED) AND TO THE SOUTH BY THE GREAT SOUTHERN LUMBER COMPANY,
 BV1688'ON A WIRE FENCE AT THE SOUTHERN EDGE OF A NARROW LANE (THE LANE
 BV1688'IS THE STATE LINE) ABOUT 125 FEET SOUTH-SOUTHWEST OF THE DUNN
 BV1688'HOME, AND 94.5 FEET WEST OF A CATTLE GUARD.
 BV1688'
 BV1688'TO REACH FROM THE RAILROAD DEPOT IN BOGALUSA, GO NORTH ON STATE
 BV1688'HIGHWAYS 35 AND 7 FOR 0.75 MILE TO THEIR JUNCTION, TURN LEFT ON
 BV1688'HIGHWAY 7 AND GO 13.3 MILES TO A TEXACO GASOLINE STATION AND STORE
 BV1688'IN THE VILLAGE OF ANGIE, TURN LEFT ON STATE HIGHWAY 262 AND FOLLOW
 BV1688'IT WEST FOR 2.85 MILES TO A T-ROAD RIGHT AT AN OLD CHURCH, HERE
 BV1688'TURN RIGHT AND GO 1.15 MILES TO FORKS, TAKE THE RIGHT FORK AND
 BV1688'FOLLOW MAIN ROAD 1.7 MILES TO FORK, TAKE LEFT FORK AND GO 0.3
 BV1688'MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE 0.1 MILE TO CATTLE
 BV1688'GUARD AND THE STATE LINE AND STATION ON THE LEFT.
 BV1688'
 BV1688'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BV1688'BRONZE DISKS SET IN CONCRETE.
 BV1688'
 BV1688'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 18 FEET EAST
 BV1688'OF THE CENTER LINE OF ROAD AND 37 FEET SOUTHEAST OF THE CATTLE
 BV1688'GUARD.
 BV1688'
 BV1688'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AT THE EDGE OF SCRUB
 BV1688'TIMBER, AND 159.11 FEET SOUTHWEST OF REFERENCE MARK NO. 1.
 BV1688'
 BV1688'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH-SOUTHEAST OF THE STATION IN A
 BV1688'CLEARED AREA ON THE EAST BANK OF THE ROAD, 25 FEET SOUTH OF A
 BV1688'5-INCH OAK, AND 17 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE MAIN
 BV1688'ROAD.
 BV1688'
 BV1688'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 BV1688'
 BV1688'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1688
 BV1688                          STATION RECOVERY (1939)
 BV1688
 BV1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1688'RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 BV1688'IN THE SOUTH FENCE LINE OF A LANE, 95 FEET WEST OF THE CENTER LINE
 BV1688'OF A NORTH-SOUTH ROAD, 28.7 FEET EAST-SOUTHEAST OF A WHITE-PAINTED
 BV1688'SECTION-CORNER POST, 14.5 FEET SOUTH OF THE NORTH FENCE LINE OF
 BV1688'THE EAST-WEST LANE. MARK PROJECTS 8 INCHES AND IS STAMPED DUNN
 BV1688'1935.
 BV1688'
 BV1688'TO REACH FROM ANGIE, LA., GO WEST ON LOUISIANA STATE HIGHWAY 262
 BV1688'FROM ITS INTERSECTION WITH LOUISIANA STATE HIGHWAY 7 FOR 2.7 MILES
 BV1688'TO A T-ROAD RIGHT AT THE TOP OF GRADE, TURN RIGHT (NORTH) ON T-ROAD
 BV1688'AND GO 1.2 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.6 MILE TO
 BV1688'FORKS, TAKE RIGHT FORK AND GO 1.0 MILE TO FORKS, TAKE LEFT FORK AND
 BV1688'GO 0.3 MILE TO ANOTHER FORKS, TAKE RIGHT FORK AND GO 0.1 MILE TO
 BV1688'STATE LINE AT AN EAST-WEST LANE AND STATION.
 BV1688'
 BV1688'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 20 FEET EAST
 BV1688'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 17 FEET WEST OF AN 8-INCH
 BV1688'OAK, 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD,
 BV1688'PROJECTS 8 INCHES AND IS STAMPED DUNN NO 1 1935.
 BV1688'
 BV1688'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, AT THE NORTH EDGE OF
 BV1688'THE SCRUB TIMBER, 128.22 FEET FROM THE STATION, 108 FEET WEST OF
 BV1688'THE CENTER LINE OF A NORTH-SOUTH ROAD, PROJECTS 10 INCHES ABOVE
 BV1688'GROUND AND IS STAMPED DUNN NO 2 1935.
 BV1688'
 BV1688'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, 16 FEET EAST OF CENTER
 BV1688'LINE OF NORTH-SOUTH ROAD, AND 25.4 FEET SOUTH OF A TRIANGULAR-BLAZED
 BV1688'6-INCH OAK. MARK PROJECTS 8 INCHES AND IS STAMPED DUNN 1935.
 BV1688
 BV1688                          STATION RECOVERY (1955)
 BV1688
 BV1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1688'THE STATION WAS VISITED AND ALL MARK WERE FOUND IN GOOD CONDITION.
 BV1688'THE LAND IS NOW OWNED BY MARVIN PITTMAN WHO HAS BUILT A CONCRETE
 BV1688'BLOCK HOUSE SOUTHEAST OF THE STATION OBSTRUCTING THE AZIMUTH MARK.
 BV1688'
 BV1688'A NEW DESCRIPTION FOLLOWS--
 BV1688'
 BV1688'THE STATION IS LOCATED 4.25 MILES NORTHWEST OF ANGIE, AT THE
 BV1688'LOUISIANA-MISSISSIPPI STATE LINE, ON THE PROPERTY OWNED BY MARVIN
 BV1688'PITTMAN, 106 FEET WEST OF A NORTH-SOUTH ROAD, 11 FEET SOUTH OF A
 BV1688'FENCE LINE, 34 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE
 BV1688'BLOCK HOUSE AND 6 FEET NORTH-NORTHEAST OF A SMALL PINE TREE. IT
 BV1688'IS A STANDARD DISK, STAMPED DUNN 1935, PROJECTING 6 INCHES.
 BV1688'
 BV1688'REFERENCE MARK NO. 1 IS 123.88 FEET EAST-SOUTHEAST OF THE STATION,
 BV1688'14 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 2 FEET EAST OF
 BV1688'A FENCE LINE AND 65 FEET SOUTH-SOUTHWEST OF A POWER POLE. IT IS A
 BV1688'STANDARD DISK STAMPED, DUNN NO 1 1935, PROJECTING 10 INCHES.
 BV1688'
 BV1688'REFERENCE MARK NO. 2 IS 128.23 FEET SOUTH OF THE STATION IN THE
 BV1688'SOUTHWEST CORNER OF THE PITTMAN YARD, 1 FOOT NORTH OF A FENCE LINE,
 BV1688'8 FEET EAST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE YARD,
 BV1688'108 FEET WEST OF THE CENTER OF THE ROAD AND 51 FEET SOUTH OF THE
 BV1688'SOUTHWEST CORNER OF THE HOUSE. IT IS A STANDARD DISK, STAMPED
 BV1688'DUNN NO 2 1935, PROJECTING 10 INCHES.
 BV1688'
 BV1688'THE AZIMUTH MARK IS 0.15 MILE SOUTH-SOUTHEAST OF THE STATION AT THE
 BV1688'NORTH END OF A CURVE, 16 FEET EAST OF THE CENTERLINE OF A DIRT ROAD,
 BV1688'62 FEET NORTH OF A FENCE CORNER AND FEET SOUTHWEST OF A 10-INCH OAK
 BV1688'TREE. IT IS A STANDARD DISK STAMPED DUNN AZI 1935, PROJECTING 6
 BV1688'INCHES.
 BV1688'
 BV1688'TO REACH THE STATION FROM ANGIE, GO WEST ON STATE ROAD 262 FOR 2.8
 BV1688'MILES TO A SIDE ROAD RIGHT AT THE TOP OF A GRADE AND THE ANGIE
 BV1688'LOOKOUT TOWER ON THE RIGHT. TURN RIGHT, NORTH, AND GO 1.1 MILE TO A
 BV1688'FORK, TAKE RIGHT FORK FOR 0.7 MILE TO A SIDE ROAD RIGHT, KEEP
 BV1688'STRAIGHT AHEAD FOR 0.15 MILE TO A FORK, TAKE RIGHT FORK FOR 0.9
 BV1688'MILE TO THE AZIMUTH MARK ON THE RIGHT. FROM THE AZIMUTH MARK GO
 BV1688'0.15 MILE NORTH TO THE PITTMAN HOUSE AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2980 ***********************************************************************
 CP2980  DESIGNATION -  DUNN 1970 AZ MK
 CP2980  PID         -  CP2980
 CP2980  STATE/COUNTY-  LA/RICHLAND
 CP2980  USGS QUAD   -  DUNN (1987)
 CP2980
 CP2980                         *CURRENT SURVEY CONTROL
 CP2980  ___________________________________________________________________
 CP2980* NAD 83(1992)-  32 27 03.12858(N)    091 34 55.64182(W)     ADJUSTED  
 CP2980* NAVD 88     -        34.4    (meters)     113.     (feet)  VERTCON   
 CP2980  ___________________________________________________________________
 CP2980  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2980  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2980
 CP2980  HORZ ORDER  -  SECOND
 CP2980
 CP2980.The horizontal coordinates were established by classical geodetic methods
 CP2980.and adjusted by the National Geodetic Survey in May 1994..
 CP2980
 CP2980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2980
 CP2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2980
 CP2980.The geoid height was determined by GEOID03.
 CP2980
 CP2980;                    North         East     Units Scale Factor Converg.
 CP2980;SPC LA N     -   216,671.702 1,086,301.333   MT  0.99995791   +0 29 07.0
 CP2980;SPC LA N     -   710,863.74  3,563,973.62   sFT  0.99995791   +0 29 07.0
 CP2980;UTM  15      - 3,591,297.844   633,272.395   MT  0.99981902   +0 45 39.3
 CP2980
 CP2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2980!SPC LA N     -   0.99999871  x   0.99995791  =   0.99995662
 CP2980!UTM  15      -   0.99999871  x   0.99981902  =   0.99981773
 CP2980
 CP2980:                Primary Azimuth Mark                     Grid Az
 CP2980:SPC LA N     -  DUNN                                     096 04 05.6
 CP2980:UTM  15      -  DUNN                                     095 47 33.3
 CP2980
 CP2980|---------------------------------------------------------------------|
 CP2980| PID    Reference Object                     Distance      Geod. Az  |
 CP2980|                                                           dddmmss.s |
 CP2980| CP2974 DUNN                                APPROX. 1.9 KM 0963312.6 |
 CP2980|---------------------------------------------------------------------|
 CP2980
 CP2980                          SUPERSEDED SURVEY CONTROL
 CP2980
 CP2980  NAD 83(1992)-  32 27 03.13039(N)    091 34 55.64115(W) AD(       ) 2
 CP2980  NAD 83(1986)-  32 27 03.14062(N)    091 34 55.63542(W) AD(       ) 2
 CP2980  NAD 27      -  32 27 02.62879(N)    091 34 55.20222(W) AD(       ) 2
 CP2980  NGVD 29 (07/19/86)   34.4    (m)          113.     (f) VERT ANG       
 CP2980
 CP2980.Superseded values are not recommended for survey control.
 CP2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2980.See file dsdata.txt to determine how the superseded data were derived.
 CP2980
 CP2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3327291298(NAD 83)
 CP2980_MARKER: DZ = AZIMUTH MARK DISK
 CP2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2980+STABILITY: SURFACE MOTION
 CP2980
 CP2980  HISTORY     - Date     Condition        Report By
 CP2980  HISTORY     - 1973     MONUMENTED       LADTD
 CP2980  HISTORY     - 1981     GOOD             LADTD
 CP2980
 CP2980                          STATION DESCRIPTION
 CP2980
 CP2980'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2980'THE STATION IS LOCATED 10.3 MILES EAST SOUTHEAST OF RAYVILLE,
 CP2980'5.5 MILES WEST SOUTHWEST OF DELHI AND 1 MILE SOUTH SOUTHWEST
 CP2980'OF DUNN, IN THE SOUTHEAST 1/4 OF SECTION 18, T17S, R9E, AND
 CP2980'ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2980'
 CP2980'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CP2980'HIGHWAY 609 IN DUNN, GO SOUTH ALONG STATE HIGHWAY 609 FOR 0.9
 CP2980'MILE TO THE OVERPASS ON INTERSTATE-20.  THE MARK IS SET IN THE
 CP2980'TOP OF THE GUARD RAIL ON THE SOUTHEAST CORNER OF THE OVERPASS.
 CP2980'
 CP2980'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2980'AZIMUTH MARK DISK IN A DRILL HOLE IN A CONCRETE RAIL ON AN
 CP2980'OVERPASS, FLUSH WITH THE SURFACE OF THE RAIL.  IT IS STAMPED
 CP2980'DUNN 1970.  IT IS 21 FEET EAST OF THE CENTER OF STATE HIGHWAY
 CP2980'609, 2.4 FEET WEST SOUTHWEST OF A METAL WITNESS POST AND SIGN,
 CP2980'AND 2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS.
 CP2980'
 CP2980'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2980
 CP2980                          STATION RECOVERY (1981)
 CP2980
 CP2980'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2980'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2980'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1318 ***********************************************************************
 AT1318  DESIGNATION -  DUPONT
 AT1318  PID         -  AT1318
 AT1318  STATE/COUNTY-  LA/PLAQUEMINES
 AT1318  USGS QUAD   -  LAKE LAURIER (1992)
 AT1318
 AT1318                         *CURRENT SURVEY CONTROL
 AT1318  ___________________________________________________________________
 AT1318* NAD 83(1992)-  29 30 04.46529(N)    089 57 03.09830(W)     ADJUSTED  
 AT1318* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 AT1318  **This station is located in a subsidence area (see below).
 AT1318  ___________________________________________________________________
 AT1318  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AT1318  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AT1318
 AT1318  HORZ ORDER  -  SECOND
 AT1318
 AT1318.The horizontal coordinates were established by classical geodetic methods
 AT1318.and adjusted by the National Geodetic Survey in January 1993..
 AT1318
 AT1318 ** The orthometric height has not been validated since last determined
 AT1318 ** by differential leveling and should not be used for control purposes.
 AT1318 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1318 ** area with valid NAVD 88 orthometric heights.
 AT1318 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1318 ** epoch indicated which incorporates improved geoid heights for the
 AT1318 ** Southern Louisiana Subsidence area.
 AT1318 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1318
 AT1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1318
 AT1318.The geoid height was determined by GEOID03.
 AT1318
 AT1318;                    North         East     Units Scale Factor Converg.
 AT1318;SPC LA S     -   111,791.789 1,134,043.464   MT  0.99996350   +0 41 28.5
 AT1318;SPC LA S     -   366,770.23  3,720,607.60   sFT  0.99996350   +0 41 28.5
 AT1318;UTM  16      - 3,267,150.656   213,918.344   MT  1.00060998   -1 27 14.8
 AT1318;UTM  15      - 3,267,396.674   795,614.226   MT  1.00067842   +1 30 09.4
 AT1318
 AT1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1318!SPC LA S     -   1.00000372  x   0.99996350  =   0.99996722
 AT1318!UTM  16      -   1.00000372  x   1.00060998  =   1.00061370
 AT1318!UTM  15      -   1.00000372  x   1.00067842  =   1.00068214
 AT1318
 AT1318:                Primary Azimuth Mark                     Grid Az
 AT1318:SPC LA S     -  DUPONT AZ MK                             008 23 04.4
 AT1318:UTM  16      -  DUPONT AZ MK                             010 31 47.7
 AT1318:UTM  15      -  DUPONT AZ MK                             007 34 23.5
 AT1318
 AT1318|---------------------------------------------------------------------|
 AT1318| PID    Reference Object                     Distance      Geod. Az  |
 AT1318|                                                           dddmmss.s |
 AT1318| DD6615 DUPONT AZ MK                                       0090432.9 |
 AT1318| DD6616 DUPONT RM 1                          12.935 METERS 05749     |
 AT1318| DD6617 DUPONT RM 2                          17.699 METERS 32510     |
 AT1318|---------------------------------------------------------------------|
 AT1318
 AT1318                          SUPERSEDED SURVEY CONTROL
 AT1318
 AT1318  NAD 83(1986)-  29 30 04.47830(N)    089 57 03.10429(W) AD(       ) 2
 AT1318  NAD 27      -  29 30 03.69654(N)    089 57 02.84986(W) AD(       ) 2
 AT1318  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 AT1318
 AT1318.Superseded values are not recommended for survey control.
 AT1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1318.See file dsdata.txt to determine how the superseded data were derived.
 AT1318
 AT1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1391867151(NAD 83)
 AT1318_MARKER: DS = TRIANGULATION STATION DISK
 AT1318_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1318+WITH SETTING: INFORMATION.
 AT1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1318
 AT1318  HISTORY     - Date     Condition        Report By
 AT1318  HISTORY     - 1966     MONUMENTED       CGS
 AT1318
 AT1318                          STATION DESCRIPTION
 AT1318
 AT1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1318'STATION IS ABOUT 10-1/2 MILES SOUTH OF MYRTLE GROVE, 6 MILES
 AT1318'SOUTHWEST OF
 AT1318'HERMITAGE, IN MARSHLAND AND ON THE SOUTH POINT OF AN ISLAND
 AT1318'FORMED BY WILKINSON
 AT1318'CANAL AND THE SOUTH FORK OF BAYOU DUPONT.
 AT1318'
 AT1318'STATION, MARK, A STANDARD DISK STAMPED DUPONT 1966, IS CRIMPED TO THE
 AT1318'TOP OF A 5/8 INCH
 AT1318'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED IN
 AT1318'A 4 INCH ORANGEBURG PIPE WHICH
 AT1318'PROJECTS 2 FEET.  IT IS 87 FEET WEST OF
 AT1318'THE WEST EDGE OF A CANAL, 62 FEET NORTHEAST OF
 AT1318'THE EAST BANK OF A CANAL
 AT1318'AND 6 FEET EAST OF A METAL WITNESS POST.
 AT1318'
 AT1318'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUPONT NO 1 1966, IS
 AT1318'CRIMPED TO THE TOP
 AT1318'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1318'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1318'PIPE WHICH PROJECTS 2.8 FEET.  IT IS
 AT1318'45 FEET WEST OF THE WEST BANK OF THE CANAL, 22 FEET
 AT1318'WEST OF THE NORTHWEST
 AT1318'CORNER OF AN OLD BUILDING AND 1.4 FEET SOUTHWEST OF A METAL WITNESS
 AT1318'POST.
 AT1318'
 AT1318'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUPONT NO 2 1966, IS
 AT1318'CRIMPED TO THE TOP
 AT1318'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1318'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1318'PIPE WHICH PROJECTS 2 FEET.  IT IS
 AT1318'90 FEET NORTH OF THE NORTH EDGE OF THE CANAL AND 1.1
 AT1318'FEET NORTHEAST OF A
 AT1318'METAL WITNESS POST.
 AT1318'
 AT1318'AZIMUTH MARK, A STANDARD DISK STAMPED DUPONT 1966, IS CRIMPED TO THE
 AT1318'TOP OF A 5/8 INCH
 AT1318'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED IN
 AT1318'A 4 INCH ORANGEBURG PIPE WHICH
 AT1318'PROJECTS 2 FEET.  IT IS LOCATED ABOUT
 AT1318'0.5 MILE NORTH OF THE STATION ALONG THE CANAL ON
 AT1318'THE EAST BANK.  IT IS
 AT1318'162 FEET EAST OF THE EAST BANK OF THE CANAL AND 1 FOOT SOUTH OF A
 AT1318'METAL WITNESS POST.
 AT1318'
 AT1318'NOTE- THE STATION CAN BE REACHED BY AIRCRAFT OR BOAT.
 AT1318'
 AT1318'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1330 ***********************************************************************
 AT1330  DESIGNATION -  DUPRE
 AT1330  PID         -  AT1330
 AT1330  STATE/COUNTY-  LA/ST BERNARD
 AT1330  USGS QUAD   -  MARTELLO CASTLE (1994)
 AT1330
 AT1330                         *CURRENT SURVEY CONTROL
 AT1330  ___________________________________________________________________
 AT1330* NAD 83(1992)-  29 56 15.02701(N)    089 49 30.83972(W)     ADJUSTED  
 AT1330* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1330  **This station is located in a subsidence area (see below).
 AT1330  ___________________________________________________________________
 AT1330  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AT1330  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AT1330
 AT1330  HORZ ORDER  -  SECOND
 AT1330
 AT1330.The horizontal coordinates were established by classical geodetic methods
 AT1330.and adjusted by the National Geodetic Survey in January 1993..
 AT1330
 AT1330 ** The orthometric height has not been validated since last determined
 AT1330 ** by differential leveling and should not be used for control purposes.
 AT1330 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1330 ** area with valid NAVD 88 orthometric heights.
 AT1330 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1330 ** epoch indicated which incorporates improved geoid heights for the
 AT1330 ** Southern Louisiana Subsidence area.
 AT1330 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1330.The orthometric height was scaled from a topographic map.
 AT1330
 AT1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1330
 AT1330.The geoid height was determined by GEOID03.
 AT1330
 AT1330;                    North         East     Units Scale Factor Converg.
 AT1330;SPC LA S     -   160,297.562 1,145,587.124   MT  0.99992635   +0 45 14.6
 AT1330;SPC LA S     -   525,909.58  3,758,480.42   sFT  0.99992635   +0 45 14.6
 AT1330;UTM  16      - 3,315,217.929   227,286.359   MT  1.00051770   -1 24 38.9
 AT1330
 AT1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1330!SPC LA S     -   1.00000409  x   0.99992635  =   0.99993044
 AT1330!UTM  16      -   1.00000409  x   1.00051770  =   1.00052179
 AT1330
 AT1330:                Primary Azimuth Mark                     Grid Az
 AT1330:SPC LA S     -  SHELL BEACH OIL DERRICK                  118 51 24.9
 AT1330:UTM  16      -  SHELL BEACH OIL DERRICK                  121 01 18.4
 AT1330
 AT1330|---------------------------------------------------------------------|
 AT1330| PID    Reference Object                     Distance      Geod. Az  |
 AT1330|                                                           dddmmss.s |
 AT1330| AT1269 SHELL BEACH OIL DERRICK             APPROX.14.7 KM 1193639.5 |
 AT1330| DD6618 DUPRE RM 1                           38.149 METERS 17738     |
 AT1330| DD6619 DUPRE RM 2                           31.185 METERS 27749     |
 AT1330| AT1376 BATTERY BIENVENUE 2                 APPROX. 7.6 KM 3143442.3 |
 AT1330| AT1333 BAYOU DUPRE LIGHT                   APPROX. 1.6 KM 3573909.7 |
 AT1330|---------------------------------------------------------------------|
 AT1330
 AT1330                          SUPERSEDED SURVEY CONTROL
 AT1330
 AT1330  NAD 83(1986)-  29 56 15.03888(N)    089 49 30.84082(W) AD(       ) 2
 AT1330  NAD 27      -  29 56 14.30899(N)    089 49 30.61614(W) AD(       ) 2
 AT1330
 AT1330.Superseded values are not recommended for survey control.
 AT1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1330.See file dsdata.txt to determine how the superseded data were derived.
 AT1330
 AT1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2728615218(NAD 83)
 AT1330_MARKER: DS = TRIANGULATION STATION DISK
 AT1330_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1330_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1330
 AT1330  HISTORY     - Date     Condition        Report By
 AT1330  HISTORY     - 1934     MONUMENTED       CGS
 AT1330  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AT1330  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1330  HISTORY     - 1971     SEE DESCRIPTION  NGS
 AT1330  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AT1330
 AT1330                          STATION DESCRIPTION
 AT1330
 AT1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1330'AT THE WESTERN
 AT1330'END OF LAKE
 AT1330'BORGNE, 3/4 MILE SE OF THE LAKE ENTRANCE OF THE LAKE
 AT1330'BORGNE OR VIOLET CANAL, ON A
 AT1330'NARROW RIDGE OF HIGH GROUND COVERED
 AT1330'WITH OAK TREES ABOUT 35 FEET IN HEIGHT, AND 74
 AT1330'METERS (243 FEET)
 AT1330'FROM THE HIGHWATER AND TREE LINE.  THE HIGH GROUND IS ALONG THE
 AT1330'BANK OF AN OLD
 AT1330'BAYOU NOW FILLED UP AT ITS MOUTH.  SURFACE MARK IS
 AT1330'A STANDARD BRONZE DISK SET IN
 AT1330'CONCRETE IN THE TOP OF A TILE.
 AT1330'UNDERGROUND MARK IS A
 AT1330'STANDARD BRONZE DISK
 AT1330'SET IN CONCRETE.  REFERENCE MARK NO. 1
 AT1330'IS A STANDARD
 AT1330'BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP OF A TILE,
 AT1330'IS IN LINE WITH THE BAYOU DUPRE
 AT1330'LIGHT AND 38.149 METERS (125.16 FEET) INSHORE
 AT1330'FROM THE STATION
 AT1330'S 2 DEG 22 MIN E.   REFERENCE MARK NO. 2 IS A
 AT1330'STANDARD BRONZE REFERENCE DISK
 AT1330'SET IN CONCRETE AT THE TOP OF A TILE,
 AT1330'IS ON THE
 AT1330'EDGE OF MARSH GROUND 31.185 METERS (102.31
 AT1330'FEET) FROM THE STATION N 82 DEG 11 MIN W.
 AT1330'THE DISTANCE BETWEEN
 AT1330'THE REFERENCE MARKS IS 53.363 METERS (185.08 FEET).
 AT1330'THE MARKS
 AT1330'PROJECT ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 AT1330'BAYOU DUPRE LIGHT
 AT1330'IS 3/4 MILE FROM THE STATION N 2 DEG 21 SEC W.
 AT1330
 AT1330                          STATION RECOVERY (1952)
 AT1330
 AT1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1330'R.M.S 1 AND 2 RECOVERED IN GOOD
 AT1330'CONDITION.  THE
 AT1330'STATION MONUMENT WAS FOUND WITH THE DISK KNOCKED
 AT1330'OUT.  A NEW DISK WAS SET IN THE
 AT1330'TOP OF THE OLD MONUMENT.  NEW DESCRIPTION
 AT1330'FOLLOWS-
 AT1330'
 AT1330'STATION IS LOCATED ON THE SW SHORE OF LAKE BORGNE, 3/4 MILE
 AT1330'SE OF ENTRANCE TO
 AT1330'VIOLET CANAL, ON THE N END OF A NARROW
 AT1330'RIDGE OF HIGH GROUND COVERED WITH
 AT1330'OAK TREES, ABOUT 35 FEET IN
 AT1330'HEIGHT, ON THE W SIDE OF THE MOUTH OF A SMALL BAYOU
 AT1330'WHICH IS NOW
 AT1330'CLOSED OFF, 73 FEET NW OF THE NW CORNER OF THE PORCH OF AN OLD
 AT1330'CABIN, 7 FEET WNW
 AT1330'OF AN 8-INCH GUM TREE WITH TOP BROKEN OFF, 4
 AT1330'FEET W OF MEAN HIGH-WATER LINE OF
 AT1330'BAYOU MOUTH, AND 7 FEET SW OF
 AT1330'A 4- BY 4-INCH WHITE WOODEN WITNESS POST.
 AT1330'
 AT1330'STATION IS MARKED BY A STANDARD DISK, STAMPED DUPRE 1934-1952,
 AT1330'SET IN THE TOP OF
 AT1330'A 10-INCH CONCRETE MONUMENT PROJECTING 8
 AT1330'INCHES ABOVE GROUND.
 AT1330'
 AT1330'R.M. 1 IS A STANDARD DISK SET IN TOP OF A 10-INCH CONCRETE-FILLED
 AT1330'TILE, STAMPED
 AT1330'DUPRE NO 1 1934, AND PROJECTING 3 INCHES
 AT1330'ABOVE GROUND.  IT IS IN LINE
 AT1330'WITH THE BAYOU DUPRE LIGHT, 38.149
 AT1330'METERS (125.16 FEET) INSHORE FROM THE STATION
 AT1330'S 2 DEG 22 MIN E.
 AT1330'
 AT1330'R.M. 2 IS A STANDARD DISK SET IN TOP OF A 10-INCH CONCRETE-FILLED
 AT1330'TILE, STAMPED
 AT1330'DUPRE NO 2 1934, 2 INCHES BELOW SURFACE OF
 AT1330'THE MARSH, 41.0 FEET S OF MEAN
 AT1330'HIGH-WATER LINE.
 AT1330
 AT1330                          STATION RECOVERY (1965)
 AT1330
 AT1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1330'THE STATION MARK WAS NOT FOUND AND FROM THE LOCATION OF THE
 AT1330'REFERENCE MARKS IT
 AT1330'WOULD BE ABOUT 100 FEET OUT IN THE WATER.  REFERENCE
 AT1330'MARK 1 WAS FOUND ABOUT 25 FEET SOUTH
 AT1330'OF THE SHORE LINE.  REFERENCE
 AT1330'MARK 2 IS ABOUT 40 FEET OUT IN THE WATER.
 AT1330
 AT1330                          STATION RECOVERY (1971)
 AT1330
 AT1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1330'THE STATION MARK WAS FOUND ON ITS SIDE IN THE WATER ABOUT 100 FEET
 AT1330'OFF SHORE.  THE DISK WAS REMOVED AND DESTROYED.  REFERENCE MARK NO.
 AT1330'1 WAS FOUND ABOUT 15 FEET SOUTH OF THE SHORELINE.  REFERENCE MARK
 AT1330'NO. 2 IS LOCATED IN ABOUT 1-1/2 FEET OF WATER ABOUT 40 FEET NORTH OF
 AT1330'THE SHORELINE.  NO SEARCH WAS MADE FOR THE SUBSURFACE MARK.
 AT1330
 AT1330                          STATION RECOVERY (1972)
 AT1330
 AT1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1330'THE STATION MARK WAS NOT RECOVERED.  REFERENCE MARK 1 WAS FOUND BUT
 AT1330'WAS UNDER WATER AT THE TIME THE STATION WAS OCCUPIED, AND REFERENCE
 AT1330'MARK 2 WAS NOT FOUND.
 AT1330'
 AT1330'A NEW STATION DUPRE 2 WAS ESTABLISHED AT THIS TIME.
 AT1330'
 AT1330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE OF
 AT1330'VIOLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1334 ***********************************************************************
 AT1334  DESIGNATION -  DUPRE 2
 AT1334  PID         -  AT1334
 AT1334  STATE/COUNTY-  LA/ST BERNARD
 AT1334  USGS QUAD   -  MARTELLO CASTLE (1994)
 AT1334
 AT1334                         *CURRENT SURVEY CONTROL
 AT1334  ___________________________________________________________________
 AT1334* NAD 83(1992)-  29 56 15.81417(N)    089 49 37.07264(W)     ADJUSTED  
 AT1334* NAVD 88     -         0.6  **(meters)       2.   **(feet)  VERTCON   
 AT1334  **This station is located in a subsidence area (see below).
 AT1334  ___________________________________________________________________
 AT1334  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT1334  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AT1334
 AT1334  HORZ ORDER  -  FIRST
 AT1334
 AT1334.The horizontal coordinates were established by classical geodetic methods
 AT1334.and adjusted by the National Geodetic Survey in January 1993..
 AT1334
 AT1334 ** The orthometric height has not been validated since last determined
 AT1334 ** by differential leveling and should not be used for control purposes.
 AT1334 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1334 ** area with valid NAVD 88 orthometric heights.
 AT1334 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1334 ** epoch indicated which incorporates improved geoid heights for the
 AT1334 ** Southern Louisiana Subsidence area.
 AT1334 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1334
 AT1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1334
 AT1334.The geoid height was determined by GEOID03.
 AT1334
 AT1334;                    North         East     Units Scale Factor Converg.
 AT1334;SPC LA S     -   160,319.598 1,145,419.674   MT  0.99992635   +0 45 11.5
 AT1334;SPC LA S     -   525,981.88  3,757,931.05   sFT  0.99992635   +0 45 11.5
 AT1334;UTM  16      - 3,315,246.292   227,119.763   MT  1.00051883   -1 24 42.1
 AT1334
 AT1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1334!SPC LA S     -   1.00000398  x   0.99992635  =   0.99993033
 AT1334!UTM  16      -   1.00000398  x   1.00051883  =   1.00052281
 AT1334
 AT1334|---------------------------------------------------------------------|
 AT1334| PID    Reference Object                     Distance      Geod. Az  |
 AT1334|                                                           dddmmss.s |
 AT1334| DD6621 DUPRE 2 RM 3                         18.300 METERS 00928     |
 AT1334| DD6622 DUPRE 2 RM 4                         19.215 METERS 11600     |
 AT1334| DD6620 DUPRE 2 AZ MK                                      3054125.7 |
 AT1334|---------------------------------------------------------------------|
 AT1334
 AT1334                          SUPERSEDED SURVEY CONTROL
 AT1334
 AT1334  NAD 83(1986)-  29 56 15.82615(N)    089 49 37.07108(W) AD(       ) 1
 AT1334  NAD 27      -  29 56 15.09039(N)    089 49 36.83782(W) AD(       ) 1
 AT1334  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AT1334
 AT1334.Superseded values are not recommended for survey control.
 AT1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1334.See file dsdata.txt to determine how the superseded data were derived.
 AT1334
 AT1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2712015246(NAD 83)
 AT1334_MARKER: DS = TRIANGULATION STATION DISK
 AT1334_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1334_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1334
 AT1334  HISTORY     - Date     Condition        Report By
 AT1334  HISTORY     - 1972     MONUMENTED       NGS
 AT1334
 AT1334                          STATION DESCRIPTION
 AT1334
 AT1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1334'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY AND TALL BRUSH ON LINE.
 AT1334'
 AT1334'THE STATION IS ABOUT 17 MILES EAST-SOUTHEAST OF DOWNTOWN NEW ORLEANS,
 AT1334'5 MILES NORTHEAST OF VIOLET, 3/4 MILE SOUTHEAST OF THE MARTELLO
 AT1334'CASTLE AND IS ON THE SOUTH SHORE OF LAKE BORGNE, IN SECTION 78, T 13
 AT1334'S, R 14 E, AND IS ON PROPERTY OWNED BY BORGNEMOUTH REALTY
 AT1334'COMPANY, CHALMETTE LOUISIANA.
 AT1334'
 AT1334'TO REACH THE STATION FROM HARRYS BOAT LANDING IN VIOLET, GO NORTHEAST
 AT1334'AND NORTH BY BOAT FOLLOWING LAKE BORGNE CANAL TO THE MARTELLO
 AT1334'CASTLE, THEN GO SOUTHEAST FOR ABOUT 0.4 MILE TO THE AZIMUTH MARK ON
 AT1334'THE RIGHT, CONTINUE SOUTHEAST FOR ABOUT 0.3 MILE TO THE STATION ON
 AT1334'THE RIGHT.
 AT1334'
 AT1334'STATION MARK IS A STANDARD DISK STAMPED DUPRE 2 1972.  THE SURFACE
 AT1334'DISK IS CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE WHICH
 AT1334'PROJECTS 10-INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET WEST OF
 AT1334'THE SHORE LINE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  NOTE,
 AT1334'NO UNDERGROUND MARK WAS SET.
 AT1334'
 AT1334'REFERENCE MARK 3, A STANDARD DISK STAMPED DUPRE 2 NO 3 1972, IS
 AT1334'CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE WHICH PROJECTS
 AT1334'14-INCHES ABOVE THE GROUND SURFACE.  IT IS 61 FEET NORTH OF THE
 AT1334'METAL WITNESS POST AND 60 FEET SOUTHWEST OF THE SHORE LINE.
 AT1334'
 AT1334'REFERENCE MARK 4, A STANDARD DISK STAMPED DUPRE 2 NO 4 1972, IS
 AT1334'CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE WHICH PROJECTS
 AT1334'12-INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET SOUTHEAST OF THE
 AT1334'METAL WITNESS POST AND 55 FEET SOUTHWEST OF THE SHORE LINE.
 AT1334'
 AT1334'AZIMUTH MARK, A STANDARD DISK STAMPED DUPRE 2 1972, IS CEMENTED IN
 AT1334'THE TOP OF A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 10-INCHES ABOVE
 AT1334'THE GROUND SURFACE.  IT IS 50 FEET SOUTHWEST OF THE SHORE LINE
 AT1334'AND 1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1967 ***********************************************************************
 CP1967  DESIGNATION -  DUPREE
 CP1967  PID         -  CP1967
 CP1967  STATE/COUNTY-  LA/FRANKLIN
 CP1967  USGS QUAD   -  LAMAR (1987)
 CP1967
 CP1967                         *CURRENT SURVEY CONTROL
 CP1967  ___________________________________________________________________
 CP1967* NAD 83(1992)-  32 22 04.43054(N)    091 30 33.61299(W)     ADJUSTED  
 CP1967* NAVD 88     -        26.12   (+/-2cm)      85.7    (feet)  VERTCON   
 CP1967  ___________________________________________________________________
 CP1967  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CP1967  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1967
 CP1967  HORZ ORDER  -  FIRST
 CP1967  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1967
 CP1967.The horizontal coordinates were established by classical geodetic methods
 CP1967.and adjusted by the National Geodetic Survey in May 1994..
 CP1967
 CP1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1967.The vertical order pertains to the NGVD 29 superseded value.
 CP1967
 CP1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1967
 CP1967.The geoid height was determined by GEOID03.
 CP1967
 CP1967;                    North         East     Units Scale Factor Converg.
 CP1967;SPC LA N     -   207,531.732 1,093,228.774   MT  0.99994551   +0 31 25.6
 CP1967;SPC LA N     -   680,877.02  3,586,701.40   sFT  0.99994551   +0 31 25.6
 CP1967;UTM  15      - 3,582,192.333   640,242.786   MT  0.99984254   +0 47 53.4
 CP1967
 CP1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1967!SPC LA N     -   1.00000003  x   0.99994551  =   0.99994554
 CP1967!UTM  15      -   1.00000003  x   0.99984254  =   0.99984257
 CP1967
 CP1967:                Primary Azimuth Mark                     Grid Az
 CP1967:SPC LA N     -  DELHI MUNICIPAL TANK                     008 48 40.0
 CP1967:UTM  15      -  DELHI MUNICIPAL TANK                     008 32 12.2
 CP1967
 CP1967|---------------------------------------------------------------------|
 CP1967| PID    Reference Object                     Distance      Geod. Az  |
 CP1967|                                                           dddmmss.s |
 CP1967| CP2961 DELHI MUNICIPAL TANK                APPROX. 9.9 KM 0092005.6 |
 CP1967| CP2983 DUPREE RM 3                          53.749 METERS 11546     |
 CP1967| CP1965 J 23 6 CAP                          APPROX. 0.8 KM 1983250.5 |
 CP1967| CP1968 DUPREE RM 2                          28.913 METERS 28926     |
 CP1967| CP2347 DUPREE RM 4                          38.604 METERS 29024     |
 CP1967| CP2348 DUPREE RM 5                         268.294 METERS 35459     |
 CP1967| CP1969 DUPREE RM 1                                        35459     |
 CP1967|---------------------------------------------------------------------|
 CP1967
 CP1967                          SUPERSEDED SURVEY CONTROL
 CP1967
 CP1967  NAD 83(1992)-  32 22 04.43297(N)    091 30 33.61201(W) AD(       ) 1
 CP1967  NAD 83(1986)-  32 22 04.44281(N)    091 30 33.60730(W) AD(       ) 1
 CP1967  NAD 27      -  32 22 03.92072(N)    091 30 33.17973(W) AD(       ) 1
 CP1967  NGVD 29 (??/??/92)   26.134  (m)           85.74   (f) ADJ UNCH    1 2
 CP1967
 CP1967.Superseded values are not recommended for survey control.
 CP1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1967.See file dsdata.txt to determine how the superseded data were derived.
 CP1967
 CP1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4024382192(NAD 83)
 CP1967_MARKER: DS = TRIANGULATION STATION DISK
 CP1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1967_STAMPING: DUPREE 1931
 CP1967_MARK LOGO: CGS   
 CP1967_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1967+STABILITY: SURFACE MOTION
 CP1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1967+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1981
 CP1967
 CP1967  HISTORY     - Date     Condition        Report By
 CP1967  HISTORY     - 1931     MONUMENTED       CGS
 CP1967  HISTORY     - 1953     GOOD             CGS
 CP1967  HISTORY     - 1966     GOOD             CGS
 CP1967  HISTORY     - 1966     GOOD             NGS
 CP1967  HISTORY     - 1971     SEE DESCRIPTION  NGS
 CP1967  HISTORY     - 19810826 GOOD             NGS
 CP1967  HISTORY     - 1991     GOOD             USPSQD
 CP1967
 CP1967                          STATION DESCRIPTION
 CP1967
 CP1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CP1967'STATION IS ABOUT 6-1/2 MILES S OF DELHI, IN THE PROPERTY
 CP1967'LINE BETWEEN LAND OF J.D. DUPREE ON THE E AND B.W. MARSTON ON
 CP1967'THE W, IN A PIG LOT ABOUT 22 METERS (72 FEET) E OF THE CENTER
 CP1967'LINE OF HIGHWAY 16, ABOUT 60 METERS (197 FEET) NW OF HOUSE
 CP1967'OCCUPIED BY MR. DUPREES SON-IN-LAW, ABOUT 20 METERS (66 FEET)
 CP1967'N OF NW CORNER OF FENCE AROUND GARDEN N OF THE HOUSE, AND ABOUT
 CP1967'12 METERS (39 FEET) W OF WIRE FENCE BETWEEN COTTON FIELD AND
 CP1967'PIG LOT.
 CP1967'
 CP1967'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP1967'DISKS SET IN CONCRETE.
 CP1967'
 CP1967'REFERENCE MARK NO. 1 IS 10 METERS (33 FEET) W OF CENTER LINE OF
 CP1967'THE HIGHWAY, 50 METERS (164 FEET) N OF CONCRETE CULVERT ON
 CP1967'HIGHWAY, AND 100 METERS (328 FEET) FROM STATION IN AZIMUTH
 CP1967'174 DEG 58 MIN 43 SEC.
 CP1967'
 CP1967'REFERENCE MARK NO. 2 IS 10 METERS (33 FEET) W OF CENTER LINE
 CP1967'OF ROUTE 16, 1 FOOT E OF WIRE FENCE LINE, AND 29.00 METERS
 CP1967'(95.1 FEET) FROM STATION IN AZIMUTH 109 DEG 24 MIN.
 CP1967'
 CP1967'B.M. J-23-6 (U.S.E.) IS 761.726 METERS (2,499.10 FEET) FROM
 CP1967'STATION IN AZIMUTH 18 DEG 32 MIN 50 SEC.
 CP1967
 CP1967                          STATION RECOVERY (1953)
 CP1967
 CP1967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCH)
 CP1967'STATION WAS FOUND IN GOOD CONDITION.
 CP1967'
 CP1967'REFERENCE MARK NO. 1 RECOVERED BUT IS 200 METERS FROM STATION
 CP1967'RATHER THAN 100 METERS AS REPORTED.
 CP1967'
 CP1967'REFERENCE MARK NO. 2 NOT RECOVERED AT DISTANCE AND AZIMUTH
 CP1967'REPORTED FROM STATION.
 CP1967
 CP1967                          STATION RECOVERY (1966)
 CP1967
 CP1967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 CP1967'THE STATION MARK, STAMPED DUPREE 1931, IS ABOUT 0.05 MILE
 CP1967'EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1967'DELHI, THENCE 6.35 MILES SOUTH ALONG STATE HIGHWAY 17, IN
 CP1967'SECTION 14, T 16 N, R 9 E, ON THE OUTSIDE OF A CURVE, 66 FEET
 CP1967'EAST OF THE CENTER LINE OF THE HIGHWAY, 158 FEET
 CP1967'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF MR. J.M. SLEDGES
 CP1967'HOUSE, 7 FEET WEST OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS
 CP1967'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 CP1967'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CP1967'
 CP1967'R.M. 2, STAMPED DUPREE NO 2, IS 95.1 FEET WEST AND ACROSS THE
 CP1967'HIGHWAY FROM THE STATION MARK, 62 FEET SOUTH OF A POWER POLE,
 CP1967'28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
 CP1967'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 CP1967'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1
 CP1967'FOOT BELOW THE LEVEL OF THE GROUND.
 CP1967'
 CP1967'R.M. 1, STAMPED DUPREE NO 1, IS ABOUT 0.1 MILE EAST OF
 CP1967'TRIANGULATION STATION DUPREE 1931, IN SECTION 14, T 16 N, R
 CP1967'9 E, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 204 FEET
 CP1967'NORTH OF THE WEST HEAD WALL OF A CULVERT, 38 FEET SOUTH OF POWER
 CP1967'POLE NUMBER 345, 1/2 FOOT EAST OF A FENCE, 0.9 FOOT WEST OF
 CP1967'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CP1967'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CP1967'GROUND.
 CP1967
 CP1967                          STATION RECOVERY (1966)
 CP1967
 CP1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CP1967'6.4 MI S FROM DELHI.
 CP1967'ABOUT 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1967'STATION AT DELHI, THENCE 6.35 MILES SOUTH ALONG STATE HIGHWAY 17, IN
 CP1967'SECTION 14, T 16 N, R 9 E, ON THE OUTSIDE OF A CURVE, 66 FEET EAST OF
 CP1967'THE CENTER LINE OF THE HIGHWAY, 158 FEET NORTH-NORTHWEST OF THE
 CP1967'NORTHWEST CORNER OF MR. J.M. SLEDGES HOUSE, 7 FEET WEST OF A FENCE,
 CP1967'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 CP1967'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CP1967'GROUND.
 CP1967
 CP1967                          STATION RECOVERY (1971)
 CP1967
 CP1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP1967'RMS MEASURED WITH 15 KGS. TENSION.
 CP1967'
 CP1967'STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE
 CP1967'RECOVERED.  REFERENCE MARK NUMBER 1 IS NORTH-NORTHWEST OF
 CP1967'STATION, NOT EAST AS STATED IN THE 1966 DESCRIPTION.  THIS
 CP1967'MARK IS NOW OBSTRUCTED BY TREES AND UNDERBRUSH, THEREFORE NO
 CP1967'DISTANCE OR DIRECTION WAS TAKEN AT THIS TIME.  A DIFFERENCE
 CP1967'WAS FOUND IN DISTANCE TO REFERENCE MARK NUMBER 2 OF 0.076
 CP1967'METERS OR 0.25 FEET AN ADEQUATE CHECK COULDNT BE MADE FOR
 CP1967'DIRECTION.
 CP1967'
 CP1967'THE STATION BEING IN A SWAMP AREA REFERENCE MARK NUMBER 3 WAS
 CP1967'ESTABLISHED AND OCCUPIED AT THIS TIME.  A TRAVERSE TIE WAS MADE
 CP1967'TO REFERENCE MARK NUMBER 3, DISTANCE BEING 53.749 METERS OR
 CP1967'176.34 FEET.
 CP1967'
 CP1967'REFERENCE MARK 3, ARE STANDARD REFERENCE MARK DISKS STAMPED
 CP1967'DUPREE 1931 NO 3 1971.  THE SURFACE DISK IS SET IN THE TOP OF
 CP1967'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 18 INCHES BELOW
 CP1967'THE GROUND SURFACE.  IT IS 52 FEET NORTHWEST OF THE NORTHWEST
 CP1967'CORNER OF SMALL BARN, 29.5 FEET NORTHEAST OF FENCE CORNER, 18
 CP1967'FEET NORTH OF FENCELINE AND 15 FEET NORTH OF WITNESS POST WITH
 CP1967'SIGN.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 CP1967'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP1967'
 CP1967'FOR ADDITIONAL INFORMATION SEE DESCRIPTION OF DUPREE 1931
 CP1967'NO 3 1971.
 CP1967'
 CP1967'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP1967'
 CP1967'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP1967'ABOUT 2 MILES NORTHEAST OF BOKERS.
 CP1967
 CP1967                          STATION RECOVERY (1981)
 CP1967
 CP1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RJT)
 CP1967'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 CP1967'CONDITION.  DUE TO ROAD CONSTRUCTION IN THE AREA, REFERENCE MARKS 1
 CP1967'AND 2 WILL BE DESTROYED.  TWO NEW REFERENCE MARKS WERE SET AT THIS
 CP1967'DATE, REFERENCE MARKS 4 AND 5.
 CP1967' 
 CP1967'THE STATION IS A STANDARD CGS DISK STAMPED--DUPREE 1931--, SET INTO
 CP1967'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE FLUSH
 CP1967'WITH GROUND LOCATED 159 FT (48.5 M) NW FROM THE NORTHWEST CORNER OF A
 CP1967'HOUSE, 156 FT (47.5 M) N FROM A 30 INCH SYCAMORE TREE, 66 FT (20.1 M)
 CP1967'E FROM THE CENTER OF STATE HIGHWAY 17, AND 2 FT (0.6 M) S FROM A METAL
 CP1967'WITNESS POST.
 CP1967' 
 CP1967'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--DUPREE 1931 NO 4
 CP1967'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CP1967'CM IN DIAMETER FLUSH WITH GROUND LOCATED 58.5 FT (17.8 M) W FROM THE
 CP1967'CENTER OF STATE HIGHWAY 17, 49 FT (14.9 M) SSE FROM A TELEPHONE CABLE
 CP1967'JUNCTION BOX, 47 FT (14.3 M) SSE FROM HIGHWAY CONSTRUCTION STATION
 CP1967'523+00, 1 FT (.30 M) S FROM A METAL WITNESS POST, AND 2 FT (.61 M)
 CP1967'LOWER THAN THE STATION.
 CP1967' 
 CP1967'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--DUPREE 1931 NO 5
 CP1967'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CP1967'CM IN DIAMETER FLUSH WITH GROUND LOCATED 72 FT (21.9 M) N FROM A 30
 CP1967'INCH PECAN TREE, 70 FT (21.3 M) NE FROM THE SOUTHEAST CORNER OF A
 CP1967'HOUSE, 67 FT (20.4 M) ESE FROM THE NORTHEAST CORNER OF A HOUSE, 57 FT
 CP1967'(17.4 M) W FROM THE CENTER OF STATE HIGHWAY 17, AND 1 FT (.30 M) LOWER
 CP1967'THAN THE STATION.
 CP1967' 
 CP1967'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DUPREE NO 3 1931
 CP1967'1971--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CP1967'CM IN DIAMETER RECESSED 18 INCHES BELOW THE GROUND LOCATED 159 FT
 CP1967'(48.5 M) NNE FROM THE NORTHWEST CORNER OF A HOUSE, 136 FT (41.5 M) N
 CP1967'FROM THE NORTHEAST CORNER OF A HOUSE, 242 FT (73.8 M) E FROM THE
 CP1967'CENTER OF STATE HIGHWAY 17, AND 3.5 FT (1.1 M) LOWER THAN THE STATION.
 CP1967
 CP1967                          STATION RECOVERY (1991)
 CP1967
 CP1967'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3109 ***********************************************************************
 CQ3109  DESIGNATION -  DUPREE
 CQ3109  PID         -  CQ3109
 CQ3109  STATE/COUNTY-  LA/RED RIVER
 CQ3109  USGS QUAD   -  HARMON (1980)
 CQ3109
 CQ3109                         *CURRENT SURVEY CONTROL
 CQ3109  ___________________________________________________________________
 CQ3109* NAD 83(1992)-  32 06 23.48021(N)    093 23 32.23737(W)     ADJUSTED  
 CQ3109* NAVD 88     -        60.0    (meters)     197.     (feet)  VERTCON   
 CQ3109  ___________________________________________________________________
 CQ3109  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CQ3109  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3109
 CQ3109  HORZ ORDER  -  FIRST
 CQ3109
 CQ3109.The horizontal coordinates were established by classical geodetic methods
 CQ3109.and adjusted by the National Geodetic Survey in January 1993..
 CQ3109
 CQ3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3109
 CQ3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3109
 CQ3109.The geoid height was determined by GEOID03.
 CQ3109
 CQ3109;                    North         East     Units Scale Factor Converg.
 CQ3109;SPC LA N     -   178,470.147   915,790.190   MT  0.99992015   -0 28 18.3
 CQ3109;SPC LA N     -   585,530.81  3,004,554.98   sFT  0.99992015   -0 28 18.3
 CQ3109;UTM  15      - 3,552,310.326   462,989.063   MT  0.99961689   -0 12 30.6
 CQ3109
 CQ3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3109!SPC LA N     -   0.99999463  x   0.99992015  =   0.99991478
 CQ3109!UTM  15      -   0.99999463  x   0.99961689  =   0.99961153
 CQ3109
 CQ3109:                Primary Azimuth Mark                     Grid Az
 CQ3109:SPC LA N     -  DUPREE AZ MK                             000 30 07.1
 CQ3109:UTM  15      -  DUPREE AZ MK                             000 14 19.4
 CQ3109
 CQ3109|---------------------------------------------------------------------|
 CQ3109| PID    Reference Object                     Distance      Geod. Az  |
 CQ3109|                                                           dddmmss.s |
 CQ3109| CX5751 DUPREE AZ MK                                       0000148.8 |
 CQ3109| CQ3108 BM TT 11 L                           69.808 METERS 00004     |
 CQ3109| CQ3116 CROSSROAD                           APPROX. 8.4 KM 0010858.7 |
 CQ3109| CQ3098 MARTIN LOT                          APPROX.14.7 KM 0904452.1 |
 CQ3109| CQ3097 MARTIN ATT MICROWAVE KLW 26         APPROX.16.6 KM 1020106.0 |
 CQ3109| CQ3105 COUSHATTA MUNICIPAL TANK            APPROX.11.0 KM 1553253.7 |
 CQ3109| CX5752 DUPREE RM 1                          35.866 METERS 27342     |
 CQ3109|---------------------------------------------------------------------|
 CQ3109
 CQ3109                          SUPERSEDED SURVEY CONTROL
 CQ3109
 CQ3109  NAD 83(1986)-  32 06 23.49442(N)    093 23 32.23143(W) AD(       ) 1
 CQ3109  NAD 27      -  32 06 22.91885(N)    093 23 31.60777(W) AD(       ) 1
 CQ3109  NGVD 29 (07/19/86)   60.1    (m)          197.     (f) VERT ANG       
 CQ3109
 CQ3109.Superseded values are not recommended for survey control.
 CQ3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3109.See file dsdata.txt to determine how the superseded data were derived.
 CQ3109
 CQ3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6298952310(NAD 83)
 CQ3109_MARKER: DS = TRIANGULATION STATION DISK
 CQ3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3109
 CQ3109  HISTORY     - Date     Condition        Report By
 CQ3109  HISTORY     - 1969     MONUMENTED       CGS
 CQ3109
 CQ3109                          STATION DESCRIPTION
 CQ3109
 CQ3109'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3109'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 CQ3109'
 CQ3109'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF HALL
 CQ3109'SUMMIT, 6 MILES NORTHWEST OF COUSHATTA ON LAND OWNED BY
 CQ3109'MR. D.I. DUPREE.
 CQ3109'
 CQ3109'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 71 AND
 CQ3109'U.S. HIGHWAY 84 IN THE SOUTHWEST SECTION OF COUSHATTA, GO NORTH ON
 CQ3109'U.S. HIGHWAY 71 FOR 0.15 MILES TO THE U.S. POST OFFICE.  CONTINUE
 CQ3109'NORTHEAST ON HIGHWAY FOR 0.15 MILE TO A RAILROAD
 CQ3109'CROSSING.  CONTINUE AHEAD NORTHEAST FOR 0.5 MILE TO JUNCTION
 CQ3109'U.S. HIGHWAY 71 AND U.S. HIGHWAY 71 BY-PASS.  TURN LEFT AND GO
 CQ3109'NORTH ON U.S. HIGHWAY 71 FOR 0.55 MILE TO A SIDE ROAD RIGHT (STATE
 CQ3109'HIGHWAY 155).  CONTINUE NORTH FOR 0.9 MILE TO A SIDE ROAD
 CQ3109'RIGHT (STATE HIGHWAY 7).  CONTINUE NORTH ON U.S. HIGHWAY 71
 CQ3109'FOR 5.55 MILES TO THE STATION ON THE LEFT.
 CQ3109'
 CQ3109'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 CQ3109'U.S. HIGHWAY 71 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CQ3109'
 CQ3109'THE STATION IS A STANDARD DISK, STAMPED DUPREE 1969, SET IN
 CQ3109'THE TOP OF A CIRCULAR CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 CQ3109'ABOVE THE SURFACE OF THE GROUND.  IT IS 167 FEET SOUTHWEST OF THE
 CQ3109'CENTERLINE OF U.S. HIGHWAY 71, 70 FEET SOUTHEAST OF THE CENTER OF
 CQ3109'A GRAVELED ROAD AND 2 FEET WEST OF A METAL WITNESS POST WITH A
 CQ3109'SIGN ATTACHED.
 CQ3109'
 CQ3109'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUPREE NO 1 1969,
 CQ3109'SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT THAT PROJECTS 6
 CQ3109'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET NORTH OF
 CQ3109'A 6-INCH PINE TREE, 22 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 CQ3109'ROAD AND 17 FEET SOUTHEAST OF A 16-INCH OAK TREE.
 CQ3109'
 CQ3109'REFERENCE MARK 2 IS A STANDARD USGS BENCH MARK DISK, STAMPED TT
 CQ3109'11 L 1958, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 CQ3109'THAT PROJECTS 4 INCHES.  IT IS 48 FEET SOUTHWEST OF THE
 CQ3109'INTERSECTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 515, 35 FEET
 CQ3109'SOUTHEAST OF AN 18-INCH PINE TREE AND 5 FEET NORTH-NORTHWEST
 CQ3109'OF A POWERLINE POLE.
 CQ3109'
 CQ3109'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUPREE 1969, SET
 CQ3109'IN THE TOP OF A CIRCULAR CONCRETE MONUMENT THAT PROJECTS 2
 CQ3109'INCHES.  IT IS 48 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 71,
 CQ3109'5 FEET EAST OF A 10-INCH OAK TREE AND 3 FEET NORTH OF A METAL
 CQ3109'WITNESS POST WITH A SIGN ATTACHED.
 CQ3109'
 CQ3109'HEIGHT OF LIGHT ABOVE STATION MARK 30.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2983 ***********************************************************************
 CP2983  DESIGNATION -  DUPREE RM 3
 CP2983  PID         -  CP2983
 CP2983  STATE/COUNTY-  LA/FRANKLIN
 CP2983  USGS QUAD   -  LAMAR (1987)
 CP2983
 CP2983                         *CURRENT SURVEY CONTROL
 CP2983  ___________________________________________________________________
 CP2983* NAD 83(1992)-  32 22 03.67181(N)    091 30 31.76156(W)     ADJUSTED  
 CP2983* NAVD 88     -        25.34   (+/-2cm)      83.1    (feet)  VERTCON   
 CP2983  ___________________________________________________________________
 CP2983  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CP2983  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2983
 CP2983  HORZ ORDER  -  FIRST
 CP2983  VERT ORDER  -  THIRD ? (See Below)
 CP2983
 CP2983.The horizontal coordinates were established by classical geodetic methods
 CP2983.and adjusted by the National Geodetic Survey in May 1994..
 CP2983
 CP2983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2983.The vertical order pertains to the NGVD 29 superseded value.
 CP2983
 CP2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2983
 CP2983.The geoid height was determined by GEOID03.
 CP2983
 CP2983;                    North         East     Units Scale Factor Converg.
 CP2983;SPC LA N     -   207,508.805 1,093,277.385   MT  0.99994548   +0 31 26.5
 CP2983;SPC LA N     -   680,801.80  3,586,860.89   sFT  0.99994548   +0 31 26.5
 CP2983;UTM  15      - 3,582,169.642   640,291.501   MT  0.99984271   +0 47 54.4
 CP2983
 CP2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2983!SPC LA N     -   1.00000015  x   0.99994548  =   0.99994563
 CP2983!UTM  15      -   1.00000015  x   0.99984271  =   0.99984286
 CP2983
 CP2983:                Primary Azimuth Mark                     Grid Az
 CP2983:SPC LA N     -  MIXON                                    276 50 34.4
 CP2983:UTM  15      -  MIXON                                    276 34 06.5
 CP2983
 CP2983|---------------------------------------------------------------------|
 CP2983| PID    Reference Object                     Distance      Geod. Az  |
 CP2983|                                                           dddmmss.s |
 CP2983| CP2968 MIXON                               APPROX.10.8 KM 2772200.9 |
 CP2983| CP1968 DUPREE RM 2                          82.531 METERS 29333     |
 CP2983| CP1967 DUPREE                               53.749 METERS 29546     |
 CP2983| CP1969 DUPREE RM 1                                        34341     |
 CP2983|---------------------------------------------------------------------|
 CP2983
 CP2983                          SUPERSEDED SURVEY CONTROL
 CP2983
 CP2983  NAD 83(1992)-  32 22 03.67424(N)    091 30 31.76058(W) AD(       ) 1
 CP2983  NAD 83(1986)-  32 22 03.68403(N)    091 30 31.75574(W) AD(       ) 1
 CP2983  NAD 27      -  32 22 03.16196(N)    091 30 31.32834(W) AD(       ) 1
 CP2983  NGVD 29 (07/19/86)   25.36   (m)           83.2    (f) LEVELING    3  
 CP2983
 CP2983.Superseded values are not recommended for survey control.
 CP2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2983.See file dsdata.txt to determine how the superseded data were derived.
 CP2983
 CP2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4029282170(NAD 83)
 CP2983_MARKER: DR = REFERENCE MARK DISK
 CP2983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2983_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2983
 CP2983  HISTORY     - Date     Condition        Report By
 CP2983  HISTORY     - 1971     MONUMENTED       NGS
 CP2983
 CP2983                          STATION DESCRIPTION
 CP2983
 CP2983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2983'THE STATION IS ABOUT 8 MILES SOUTHWEST OF WAVERLY, 6 MILES
 CP2983'SOUTH OF DELHI AND 2 MILES NORTHEAST OF BOKERS.  IT IS IN THE
 CP2983'SOUTHEAST 1/4 OF SECTION 14, T 16 N, R 9 E, AND ON PROPERTY
 CP2983'OWNED BY MRS. VALLEY D. SLEDGE, ROUTE 1 BOX 51, DELHI,
 CP2983'LOUISIANA 71232.
 CP2983'
 CP2983'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 CP2983'17 AND 132, ABOUT 5 MILES SOUTH OF DELHI.  GO SOUTH ON STATE
 CP2983'HIGHWAY 17 FOR 1.65 MILES TO REFERENCE MARK 1, ON THE RIGHT,
 CP2983'WEST SIDE OF ROAD.  CONTINUE SOUTH ON STATE HIGHWAY 17 FOR
 CP2983'0.2 MILE TO DRIVEWAY ON THE LEFT, EAST SIDE OF HIGHWAY.  TURN
 CP2983'LEFT IN DRIVEWAY AND FOLLOW FIELD ROAD EAST, NORTH AND WESTERLY
 CP2983'AROUND BUILDINGS FOR ABOUT 0.15 MILE TO STATION AS DESCRIBED.
 CP2983'
 CP2983'THE STATION IS MARKED BY STANDARD REFERENCE MARK DISKS
 CP2983'STAMPED DUPREE NO 3 1931 1971.  THE SURFACE DISK IS SET IN THE
 CP2983'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 18
 CP2983'INCHES BELOW THE GROUND SURFACE.  IT IS 68 FEET WEST-NORTHWEST
 CP2983'OF A 26 INCH GUM TREE, 52 FEET NORTHWEST OF THE NORTHWEST
 CP2983'CORNER OF SMALL BARN, 29.5 FEET NORTHEAST OF FENCE CORNER,
 CP2983'18 FEET NORTH OF FENCELINE AND 15 FEET NORTH OF METAL WITNESS
 CP2983'POST WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE
 CP2983'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW GROUND
 CP2983'SURFACE.
 CP2983'
 CP2983'REFERENCE MARK 2, A STANDARD DISK STAMPED DUPREE NO 2, IS SET
 CP2983'IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT IS 6 INCHES
 CP2983'BELOW GROUND SURFACE.  IT IS ON THE WEST EDGE OF DITCH AND
 CP2983'UNDER WATER WHEN THERE IS ANY AMOUNT OF WATER IN THE DITCH, 61
 CP2983'FEET SOUTH OF POWER LINE POLE, 28 FEET WEST OF THE CENTERLINE
 CP2983'OF STATE HIGHWAY 17 AND 1.6 FEET SOUTH OF METAL WITNESS
 CP2983'POST WITH SIGN ATTACHED.
 CP2983'
 CP2983'STATION MARK DUPREE 1931, IS MARKED BY STANDARD STATION MARK
 CP2983'DISKS STAMPED DUPREE 1931.  THE SURFACE DISK IS SET IN THE TOP
 CP2983'OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 CP2983'GROUND SURFACE.  IT IS 65 FEET EAST OF THE CENTERLINE OF STATE
 CP2983'HIGHWAY 17, 60 FEET NORTH-NORTHWEST OF FENCE CORNER, 10 FEET
 CP2983'EAST OF THE EDGE OF SWAMP WATERS EDGE, 4 FEET SOUTH OF 3 INCH
 CP2983'WILLOW TREE AND 1.2 FEET EAST-NORTHEAST OF METAL WITNESS POST
 CP2983'WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CP2983'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP2983'SURFACE.
 CP2983'
 CP2983'REFERENCE MARK 1, A STANDARD DISK STAMPED DUPREE NO 1, IS SET
 CP2983'IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT IS SET FLUSH
 CP2983'WITH GROUND SURFACE.  IT IS 37 FEET SOUTH OF POWERLINE POLE
 CP2983'345, 31 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 1.5
 CP2983'FEET SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED.
 CP2983'
 CP2983'THIS STATION MUST BE PACKED TO IN WET WEATHER.
 CP2983'
 CP2983'HEIGHT OF LIGHT ABOVE STATION MARK 39.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2347 ***********************************************************************
 CP2347  DESIGNATION -  DUPREE RM 4
 CP2347  PID         -  CP2347
 CP2347  STATE/COUNTY-  LA/FRANKLIN
 CP2347  USGS QUAD   -  LAMAR (1987)
 CP2347
 CP2347                         *CURRENT SURVEY CONTROL
 CP2347  ___________________________________________________________________
 CP2347* NAD 83(1992)-  32 22 04.86739(N)    091 30 34.99703(W)     ADJUSTED  
 CP2347* NAVD 88     -        26.22   (+/-2cm)      86.0    (feet)  VERTCON   
 CP2347  ___________________________________________________________________
 CP2347  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CP2347  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2347
 CP2347  HORZ ORDER  -  THIRD
 CP2347  VERT ORDER  -  THIRD (See Below)
 CP2347
 CP2347.The horizontal coordinates were established by classical geodetic methods
 CP2347.and adjusted by the National Geodetic Survey in May 1994..
 CP2347.No horizontal observational check was made to the station.
 CP2347
 CP2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2347.The vertical order pertains to the NGVD 29 superseded value.
 CP2347
 CP2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2347
 CP2347.The geoid height was determined by GEOID03.
 CP2347
 CP2347;                    North         East     Units Scale Factor Converg.
 CP2347;SPC LA N     -   207,544.857 1,093,192.472   MT  0.99994553   +0 31 24.8
 CP2347;SPC LA N     -   680,920.09  3,586,582.30   sFT  0.99994553   +0 31 24.8
 CP2347;UTM  15      - 3,582,205.282   640,206.426   MT  0.99984241   +0 47 52.7
 CP2347
 CP2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2347!SPC LA N     -   1.00000001  x   0.99994553  =   0.99994554
 CP2347!UTM  15      -   1.00000001  x   0.99984241  =   0.99984242
 CP2347
 CP2347                          SUPERSEDED SURVEY CONTROL
 CP2347
 CP2347  NAD 83(1992)-  32 22 04.86981(N)    091 30 34.99605(W) AD(       ) 3
 CP2347  NAD 83(1986)-  32 22 04.87965(N)    091 30 34.99135(W) AD(       ) 3
 CP2347  NGVD 29 (09/18/05)   26.24   (m)           86.1    (f) RESET       3  
 CP2347
 CP2347.Superseded values are not recommended for survey control.
 CP2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2347.See file dsdata.txt to determine how the superseded data were derived.
 CP2347
 CP2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4020682205(NAD 83)
 CP2347_MARKER: DR = REFERENCE MARK DISK
 CP2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2347_STAMPING: DUPREE 1931 NO 4 1981
 CP2347_PROJECTION: FLUSH
 CP2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2347+STABILITY: SURFACE MOTION
 CP2347
 CP2347  HISTORY     - Date     Condition        Report By
 CP2347  HISTORY     - 1981     MONUMENTED       LADTD
 CP2347  HISTORY     - 1991     GOOD             USPSQD
 CP2347
 CP2347                          STATION DESCRIPTION
 CP2347
 CP2347'DESCRIBED BY LA TRANSP AND DEV 1981
 CP2347'10.3 KM (6.4 MI) SOUTH FROM DELHI.
 CP2347'10.3 KM (6.4 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE ILLINOIS
 CP2347'CENTRAL RAILROAD CROSSING IN DELHI, ON THE RIGHT AND WEST OF THE
 CP2347'HIGHWAY ON HIGHWAY RIGHT-OF-WAY AT THE EDGE OF A FIELD, 17.8 METERS
 CP2347'(58.5 FT) WEST OF THE CENTER OF STATE HIGHWAY 17, 14.9 METERS
 CP2347'(49.0 FT) SOUTH OF A TELEPHONE CABLE JUNCTION BOX, AND
 CP2347'38.6 METERS (126.7 FT) WEST OF STATION DUPREE 1931.
 CP2347'THE MARK IS 2.9 FT BELOW HIGHWAY.
 CP2347
 CP2347                          STATION RECOVERY (1991)
 CP2347
 CP2347'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2348 ***********************************************************************
 CP2348  DESIGNATION -  DUPREE RM 5
 CP2348  PID         -  CP2348
 CP2348  STATE/COUNTY-  LA/FRANKLIN
 CP2348  USGS QUAD   -  LAMAR (1987)
 CP2348
 CP2348                         *CURRENT SURVEY CONTROL
 CP2348  ___________________________________________________________________
 CP2348* NAD 83(1992)-  32 22 13.10708(N)    091 30 34.50922(W)     ADJUSTED  
 CP2348* NAVD 88     -        26.65   (+/-2cm)      87.4    (feet)  VERTCON   
 CP2348  ___________________________________________________________________
 CP2348  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CP2348  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2348
 CP2348  HORZ ORDER  -  THIRD
 CP2348  VERT ORDER  -  THIRD (See Below)
 CP2348
 CP2348.The horizontal coordinates were established by classical geodetic methods
 CP2348.and adjusted by the National Geodetic Survey in May 1994..
 CP2348.No horizontal observational check was made to the station.
 CP2348
 CP2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2348.The vertical order pertains to the NGVD 29 superseded value.
 CP2348
 CP2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2348
 CP2348.The geoid height was determined by GEOID03.
 CP2348
 CP2348;                    North         East     Units Scale Factor Converg.
 CP2348;SPC LA N     -   207,798.762 1,093,202.904   MT  0.99994584   +0 31 25.1
 CP2348;SPC LA N     -   681,753.10  3,586,616.53   sFT  0.99994584   +0 31 25.1
 CP2348;UTM  15      - 3,582,459.208   640,215.640   MT  0.99984245   +0 47 53.1
 CP2348
 CP2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2348!SPC LA N     -   0.99999994  x   0.99994584  =   0.99994578
 CP2348!UTM  15      -   0.99999994  x   0.99984245  =   0.99984239
 CP2348
 CP2348                          SUPERSEDED SURVEY CONTROL
 CP2348
 CP2348  NAD 83(1992)-  32 22 13.10951(N)    091 30 34.50825(W) AD(       ) 3
 CP2348  NAD 83(1986)-  32 22 13.11936(N)    091 30 34.50354(W) AD(       ) 3
 CP2348  NGVD 29 (09/18/05)   26.67   (m)           87.5    (f) RESET       3  
 CP2348
 CP2348.Superseded values are not recommended for survey control.
 CP2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2348.See file dsdata.txt to determine how the superseded data were derived.
 CP2348
 CP2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4021682459(NAD 83)
 CP2348_MARKER: DR = REFERENCE MARK DISK
 CP2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2348_STAMPING: DUPREE 1931 NO 5 1981
 CP2348_MARK LOGO: LADTD 
 CP2348_PROJECTION: RECESSED 5 CENTIMETERS
 CP2348_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2348+STABILITY: SURFACE MOTION
 CP2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2348+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1981
 CP2348
 CP2348  HISTORY     - Date     Condition        Report By
 CP2348  HISTORY     - 1981     MONUMENTED       LADTD
 CP2348  HISTORY     - 19810101 GOOD             NGS
 CP2348  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CP2348
 CP2348                          STATION DESCRIPTION
 CP2348
 CP2348'DESCRIBED BY LA TRANSP AND DEV 1981
 CP2348'9.8 KM (6.1 MI) SOUTH FROM DELHI.
 CP2348'9.8 KM (6.1 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE ILLINOIS
 CP2348'CENTRAL RAILROAD CROSSING IN DELHI, ON THE RIGHT AND WEST OF THE
 CP2348'HIGHWAY IN FRONT OF THE J.L. LOFTIN, 21.9 METERS (72.0 FT) NORTH
 CP2348'OF A 30-INCH PECAN TREE, 21.3 METERS (70.0 FT) NORTHEAST OF THE
 CP2348'SOUTHEAST CORNER OF THE LOFTIN HOUSE, 20.4 METERS (67.0 FT)
 CP2348'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE LOFTIN HOUSE, 17.4
 CP2348'METERS (57.0 FT) WEST OF THE CENTER OF STATE HIGHWAY 17, 14.9 METERS
 CP2348'(49.0 FT) SOUTH-SOUTHEAST OF A 24-INCH OAK TREE, AND 12.8 METERS
 CP2348'(42.0 FT) SOUTH OF THE NORTHEAST CORNER POST ON A CHAIN LINK FENCE.
 CP2348'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CP2348
 CP2348                          STATION RECOVERY (1981)
 CP2348
 CP2348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RJT)
 CP2348'THIS REFERENCE MARK IS LOCATED ABOUT 9.8 KM (6.07 MI) SOUTH ALONG
 CP2348'STATE HIGHWAY 17 FROM THE ILLINOIS CENTRAL RAILROAD CROSSING IN DELHI.
 CP2348'THE MARK IS SET ON THE RIGHT AND WEST OF THE HIGHWAY IN FRONT OF THE J
 CP2348'L LOFTIN HOUSE.  THE MARK IS 21.9 METERS (72 FT) NORTH OF A 30 INCH
 CP2348'PECAN TREE, 21.3 METERS (70 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 CP2348'THE LOFTIN HOUSE, 20.4 METERS (67 FT) EAST SOUTHEAST OF THE NORTHEAST
 CP2348'CORNER OF THE LOFTIN HOUSE, 17.4 METERS (57 FT) WEST OF THE CENTER OF
 CP2348'STATE HIGHWAY 17, 14.9 METERS (49 FT) SOUTH SOUTHEAST OF A 24 INCH OAK
 CP2348'TREE AND 12.8 METERS (42 FT) SOUTH OF THE NORTHEAST CORNER POST ON A
 CP2348'CHAIN-LINK FENCE.
 CP2348' 
 CP2348'A DISK SET INTO THE TOP OF A CONCRETE POST RECESSED 5 CM BELOW THE
 CP2348'GROUND, LEVEL WITH THE HIGHWAY, 0.27 KM N OF BENCH MARK DUPREE 1931.
 CP2348
 CP2348                          STATION RECOVERY (1991)
 CP2348
 CP2348'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5119 ***********************************************************************
 BJ5119  DESIGNATION -  DUPUIS
 BJ5119  PID         -  BJ5119
 BJ5119  STATE/COUNTY-  LA/ST MARTIN
 BJ5119  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ5119
 BJ5119                         *CURRENT SURVEY CONTROL
 BJ5119  ___________________________________________________________________
 BJ5119* NAD 83(1992)-  30 20 41.19980(N)    091 43 16.96092(W)     ADJUSTED  
 BJ5119* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 BJ5119  ___________________________________________________________________
 BJ5119  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5119  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ5119
 BJ5119  HORZ ORDER  -  SECOND
 BJ5119
 BJ5119.The horizontal coordinates were established by classical geodetic methods
 BJ5119.and adjusted by the National Geodetic Survey in January 1993..
 BJ5119
 BJ5119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5119
 BJ5119.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5119
 BJ5119.The geoid height was determined by GEOID03.
 BJ5119
 BJ5119;                    North         East     Units Scale Factor Converg.
 BJ5119;SPC LA S     -   204,547.431   962,691.283   MT  0.99994369   -0 11 38.5
 BJ5119;SPC LA S     -   671,086.03  3,158,429.65   sFT  0.99994369   -0 11 38.5
 BJ5119;UTM  15      - 3,357,683.372   622,896.646   MT  0.99978633   +0 38 45.8
 BJ5119
 BJ5119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5119!SPC LA S     -   1.00000318  x   0.99994369  =   0.99994687
 BJ5119!UTM  15      -   1.00000318  x   0.99978633  =   0.99978951
 BJ5119
 BJ5119|---------------------------------------------------------------------|
 BJ5119| PID    Reference Object                     Distance      Geod. Az  |
 BJ5119|                                                           dddmmss.s |
 BJ5119| CW1307 DUPUIS RM 1                          34.378 METERS 03237     |
 BJ5119| CW1306 DUPUIS AZ MK                                       1422849.0 |
 BJ5119| BJ5185 CECELIA MUN TANK                    APPROX.11.6 KM 2671843.8 |
 BJ5119| BJ5183 POLKVILLE S CEN BELL MW MAST        APPROX.10.3 KM 2692219.5 |
 BJ5119| CW1308 DUPUIS RM 2                          28.384 METERS 29736     |
 BJ5119|---------------------------------------------------------------------|
 BJ5119
 BJ5119                          SUPERSEDED SURVEY CONTROL
 BJ5119
 BJ5119  NAD 83(1986)-  30 20 41.22024(N)    091 43 16.95564(W) AD(       ) 2
 BJ5119  NAD 27      -  30 20 40.51799(N)    091 43 16.55278(W) AD(       ) 2
 BJ5119  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG       
 BJ5119
 BJ5119.Superseded values are not recommended for survey control.
 BJ5119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5119.See file dsdata.txt to determine how the superseded data were derived.
 BJ5119
 BJ5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2289757683(NAD 83)
 BJ5119_MARKER: DS = TRIANGULATION STATION DISK
 BJ5119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5119
 BJ5119  HISTORY     - Date     Condition        Report By
 BJ5119  HISTORY     - 1969     MONUMENTED       CGS
 BJ5119  HISTORY     - 1972     GOOD             NGS
 BJ5119
 BJ5119                          STATION DESCRIPTION
 BJ5119
 BJ5119'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5119'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF PIPELINE TANKS ON
 BJ5119'LINE.
 BJ5119'
 BJ5119'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF KROTZ
 BJ5119'SPRINGS, 5 MILES EAST-NORTHEAST OF VILLAGE OF HENDERSON AND ON LAND
 BJ5119'OWNED BY THE DUPUIS ESTATE.
 BJ5119'
 BJ5119'TO REACH THE STATION FROM THE EAST END OF BRIDGE OVER CANAL AT THE
 BJ5119'EAST SIDE OF HENDERSON, GO EAST 0.05 MILE TO TOP OF LEVEE.  TURN
 BJ5119'RIGHT AND GO EAST ON GRAVELED ROAD ALONG THE TOP OF LEVEE FOR 4.6
 BJ5119'MILES TO A SIDE ROAD AND A BRIDGE ON THE LEFT.  TURN LEFT AND GO
 BJ5119'EAST AND SOUTHEAST AND NORTHEAST ON A PAVED ROAD FOR 3.8 MILE TO A
 BJ5119'PAVED ROAD RIGHT IN A CURVE.  CONTINUE AHEAD NORTHEAST FOR 0.1
 BJ5119'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY ON GRAVELED ROAD
 BJ5119'FOR 5.65 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 BJ5119'AHEAD NORTHWESTERLY FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 BJ5119'
 BJ5119'THE STATION MARK IS A STANDARD DISK, STAMPED DUPUIS 1969, SET IN THE
 BJ5119'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ5119'THE SURFACE OF THE GROUND.  IT IS 95 FEET SOUTH-SOUTHEAST OF A METAL
 BJ5119'WITNESS POST WITH A SIGN ATTACHED, 87 FEET EAST-NORTHEAST OF
 BJ5119'THE CENTER OF A GRAVELED ROAD AND 52 FEET EAST-NORTHEAST OF THE
 BJ5119'CENTER OF THE TOP OF THE LEVEE.
 BJ5119'
 BJ5119'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUPUIS NO 1 1969, SET IN
 BJ5119'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ5119'INCHES.  IT IS 160 FEET EAST-NORTHEAST OF THE CENTER OF THE TOP OF
 BJ5119'THE LEVEE AND 45 FEET WEST-NORTHWEST OF THE EAST CANAL BANK.
 BJ5119'
 BJ5119'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUPUIS NO 2 1969, SET
 BJ5119'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ5119'4 INCHES.  IT IS 48 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 BJ5119'13 FEET NORTHEAST OF THE CENTER OF THE TOP OF THE LEVEE AND 2
 BJ5119'FEET SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ5119'
 BJ5119'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUPUIS 1969, SET IN THE
 BJ5119'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ5119'THE SURFACE OF THE GROUND.  IT IS 103 FEET NORTHEAST OF A POWER LINE
 BJ5119'POLE, 61 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 11
 BJ5119'FEET NORTHEAST OF THE CENTER OF THE LEVEE AND 1.4 FOOT NORTHWEST
 BJ5119'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ5119'
 BJ5119'HEIGHT OF LIGHT ABOVE STATION MARK 30.40 METERS.
 BJ5119
 BJ5119                          STATION RECOVERY (1972)
 BJ5119
 BJ5119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (AKH)
 BJ5119'NO OBSERVATION TAKEN AT THIS DATE.
 BJ5119'
 BJ5119'THE STATION WAS VISITED 12-6-72 AND THE STATION, AZIMUTH MARK AND
 BJ5119'REFERENCE MARKS WERE ALL FOUND IN GOOD CONDITION IN SPITE OF THE
 BJ5119'FACT THAT THEY WERE REPORTED DESTROYED.  THE INTERSTATE HIGHWAY
 BJ5119'I-10 HAS BEEN BUILT ABOUT 0.15 MILE SOUTHEAST OF THE STATION.  A
 BJ5119'NEW DESCRIPTION FOLLOWS--
 BJ5119'
 BJ5119'THE STATION IS LOCATED ABOUT 14 MILES SSE OF KROTZ SPRINGS, ABOUT 5.0
 BJ5119'MILES ENE OF HENDERSON AND ABOUT 0.15 MILE SSE OF A HIGHPOWER LINE
 BJ5119'CROSSING THE RIVER.  IT IS 125 FEET SOUTH OF A PIPE AND SIGN 107.3,
 BJ5119'53 FEET NORTHEAST OF THE CENTER OF THE TOP OF THE LEVEE, 93 FEET
 BJ5119'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 175 FEET NORTHEAST OF
 BJ5119'THE CENTER OF THE BLACK TOP ROAD, 53 FEET NNW OF A POWER POLE, 58
 BJ5119'FEET SSE OF THE CENTER OF A VALVE IN THE GAS LINE, 196 FEET
 BJ5119'SOUTHWEST OF THE SOUTHWEST BANK OF THE WEST FORK OF THE
 BJ5119'ATCHAFALAYA RIVER, 52 FEET NORTH OF THE CENTER OF THE ROAD WHERE IT
 BJ5119'CROSSES THE LEVEE 74 FEET NORTH OF LEVEE MILEPOST 3200.  IT IS A
 BJ5119'TRIANGULATION STATION DISK, STAMPED DUPUIS 1969, FLUSH WITH THE
 BJ5119'GROUND.
 BJ5119'
 BJ5119'REFERENCE MARK IS 112.79 FEET NNE OF THE STATION.  IT IS 87 FEET
 BJ5119'SOUTHWEST OF THE SOUTHWEST BANK OF THE ATCHAFALAYA RIVER, 2 FEET
 BJ5119'SOUTHWEST OF THE MOST SOUTHERLY CLUSTER OF PILING DRIVEN IN THE
 BJ5119'GROUND, 33 FEET SOUTHEAST OF PIPE AND SIGN 107.3 VENT, 78 FEET
 BJ5119'EAST OF A VALVE IN THE SOUTH ONE OF TWO GASE LINE, 158 FEET
 BJ5119'NORTHEAST OF THE TOP OF THE LEVEE, 1 FOOT SOUTHEAST OF A METAL
 BJ5119'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED DUPUIS NO 1
 BJ5119'1969, FLUSH WITH THE GROUND.
 BJ5119'
 BJ5119'REFERENCE MARK NO. 2 IS 93.12 FEET WNW OF THE STATION, IT IS 12 FEET
 BJ5119'NORTHEAST OF THE TOP OF THE LEVEE, 54 FEET NORTHEAST OF A
 BJ5119'RIGHT-OF-WAY FENCE LINE, 101 FEET NORTH-NORTHWEST OF THE CENTER OF
 BJ5119'THE ROAD CROSSING THE LEVEE, 33 FEET NORTH-NORTHWEST OF A GAS LINE
 BJ5119'CROSSING THE LEVEE AND 3 FEET SOUTHEAST OF A METAL WITNESS POST.
 BJ5119'IT IS A REFERENCE MARK DISK STAMPED DUPUIS NO 2 1969.
 BJ5119'
 BJ5119'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION, ON THE
 BJ5119'NORTHEAST SLOPE OF THE LEVEE, 0.15 MILE SOUTH OF INTERSTATE I-10,
 BJ5119'14 FEET NNE OF THE CENTER OF THE TOP OF THE LEVEE, 60 FEET NNE OF
 BJ5119'THE CENTER OF THE CENTER OF THE BLACK TOP ROAD, 32 FEET EAST OF A
 BJ5119'CONCRETE RIGHT-OF-WAY MARKER, 102 FEET NNE OF A POWER POLE,
 BJ5119'WHERE POWER LINE MAKES A RIGHT ANGLE TURN ACROSS THE ROAD, 2
 BJ5119'FEET SOUTH OF THE CENTER OF THE HIGH POWER LINE, 184 FEET SSE OF
 BJ5119'THE SE CORNER OF A CATTLE GUARD AND 1 FOOT NNE OF A METAL
 BJ5119'WITNESS SIGN.  IT IS AN AZIMUTH MARK DISK STAMPED DUPUIS.
 BJ5119'
 BJ5119'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 347 AND I-10
 BJ5119'AT BREAUX BRIDGE AND EXIT 115 GO EAST FOR 6.7 MILES ON INTERSTATE
 BJ5119'I-10 TO EXIT 121, TURN RIGHT AND GO 0.5 MILE TO THE JUNCTION WITH
 BJ5119'STATE HIGHWAY 3177 AND THE AZIMUTH MARK ABOUT 150 FEET TO THE
 BJ5119'SOUTH, TURN LEFT AND GO NORTH ALONG THE WEST SIDE OF THE LEVEE FOR
 BJ5119'0.4 MILE TO THE STATION ON THE RIGHT.
 BJ5119'
 BJ5119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES ENE OF
 BJ5119'HENDERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2593 ***********************************************************************
 BX2593  DESIGNATION -  DUPUY
 BX2593  PID         -  BX2593
 BX2593  STATE/COUNTY-  LA/AVOYELLES
 BX2593  USGS QUAD   -  EFFIE (1983)
 BX2593
 BX2593                         *CURRENT SURVEY CONTROL
 BX2593  ___________________________________________________________________
 BX2593* NAD 83(1992)-  31 09 16.29022(N)    092 07 50.88797(W)     ADJUSTED  
 BX2593* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 BX2593  ___________________________________________________________________
 BX2593  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BX2593  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BX2593
 BX2593  HORZ ORDER  -  SECOND
 BX2593
 BX2593.The horizontal coordinates were established by classical geodetic methods
 BX2593.and adjusted by the National Geodetic Survey in January 1993..
 BX2593
 BX2593.The orthometric height was scaled from a topographic map.
 BX2593
 BX2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2593
 BX2593.The geoid height was determined by GEOID03.
 BX2593
 BX2593;                    North         East     Units Scale Factor Converg.
 BX2593;SPC LA N     -    72,632.100 1,035,203.006   MT  1.00000278   +0 11 42.7
 BX2593;SPC LA N     -   238,293.81  3,396,328.53   sFT  1.00000278   +0 11 42.7
 BX2593;UTM  15      - 3,447,052.516   582,846.270   MT  0.99968466   +0 26 58.9
 BX2593
 BX2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2593!SPC LA N     -   1.00000061  x   1.00000278  =   1.00000339
 BX2593!UTM  15      -   1.00000061  x   0.99968466  =   0.99968527
 BX2593
 BX2593:                Primary Azimuth Mark                     Grid Az
 BX2593:SPC LA N     -  MARKSVILLE CABLE TV MAST                 108 25 10.7
 BX2593:UTM  15      -  MARKSVILLE CABLE TV MAST                 108 09 54.5
 BX2593
 BX2593|---------------------------------------------------------------------|
 BX2593| PID    Reference Object                     Distance      Geod. Az  |
 BX2593|                                                           dddmmss.s |
 BX2593| BX2574 MARKSVILLE CABLE TV MAST            APPROX. 6.5 KM 1083653.4 |
 BX2593| CY3494 DUPUY RM 1                           43.718 METERS 24811     |
 BX2593| CY3493 DUPUY AZ MK                                        2790646.9 |
 BX2593| BX2594 853 A LGS 1969                       71.970 METERS 30618     |
 BX2593|---------------------------------------------------------------------|
 BX2593
 BX2593                          SUPERSEDED SURVEY CONTROL
 BX2593
 BX2593  NAD 83(1986)-  31 09 16.30962(N)    092 07 50.88332(W) AD(       ) 2
 BX2593  NAD 27      -  31 09 15.63702(N)    092 07 50.42567(W) AD(       ) 2
 BX2593
 BX2593.Superseded values are not recommended for survey control.
 BX2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2593.See file dsdata.txt to determine how the superseded data were derived.
 BX2593
 BX2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8284647053(NAD 83)
 BX2593_MARKER: DS = TRIANGULATION STATION DISK
 BX2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2593
 BX2593  HISTORY     - Date     Condition        Report By
 BX2593  HISTORY     - 1969     MONUMENTED       CGS
 BX2593
 BX2593                          STATION DESCRIPTION
 BX2593
 BX2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2593'NO MEASUREMENT BETWEEN RMS BECAUSE OF FENCE POST ON LINE.
 BX2593'
 BX2593'THE STATION IS LOCATED ABOUT 4-1/4 MILES NORTHWEST OF THE
 BX2593'COURTHOUSE SQUARE IN MARKSVILLE, GO SOUTHWEST ON STATE
 BX2593'HIGHWAY 1 AND STATE HIGHWAY 115 FOR 0.1 MILE TO JUNCTION, WHERE
 BX2593'STATE HIGHWAY 1 TURNS TO THE RIGHT AND STATE HIGHWAY 115 CONTINUES
 BX2593'AHEAD SOUTH.  TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY 1 FOR
 BX2593'2.8 MILES TO A SIDE ROAD RIGHT (STATE HIGHWAY 1191).  CONTINUE
 BX2593'AHEAD NORTHWEST ON STATE HIGHWAY 1 FOR 0.95 MILE TO A REVERSE Y
 BX2593'(STATE HIGHWAY 1192 SHARP TO THE RIGHT).  CONTINUE AHEAD
 BX2593'FOR 0.7 MILE TO THE STATION ON THE LEFT.
 BX2593'
 BX2593'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY
 BX2593'ON STATE HIGHWAY 1 FOR 0.2 MILE TO A GRAVELED DRIVEWAY AND
 BX2593'AZIMUTH MARK ON THE RIGHT.
 BX2593'
 BX2593'THE STATION IS A STANDARD DISK, STAMPED DUPUY 1969, SET IN
 BX2593'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS 16 INCHES
 BX2593'BELOW THE SURFACE OF THE GROUND.  IT IS 100 FEET SOUTH OF THE
 BX2593'CENTERLINE OF STATE HIGHWAY 1, 63.5 FEET SOUTH OF A METAL
 BX2593'WITNESS POST WITH SIGN ATTACHED AND SET IN AN EAST-WEST FENCE
 BX2593'LINE AND 137.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 BX2593'
 BX2593'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUPUY NO 1 1969,
 BX2593'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2593'PROJECTS 3 INCHES.  IT IS 104.8 FEET NORTH OF A CORNER OF AN
 BX2593'EAST-WEST AND NORTH-SOUTH FENCE LINES AND 156 FEET SOUTH OF
 BX2593'THE CENTERLINE OF STATE HIGHWAY 1.
 BX2593'
 BX2593'REFERENCE MARK 2 IS A U.S. COAST AND GEODETIC SURVEY AND
 BX2593'STATE SURVEY DISK, STAMPED 853 A LA GEOD. S., SET IN THE TOP
 BX2593'OF A 6 BY 6 INCH CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS
 BX2593'35.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 1, 15.5
 BX2593'FEET EAST OF A GRAVELED DRIVEWAY, 50 FEET SOUTH SOUTHEAST OF
 BX2593'THE SOUTHEAST CORNER OF A FRAME HOUSE AND 9 FEET WEST OF A
 BX2593'FENCE CORNER.
 BX2593'
 BX2593'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUPUY 1969, SET
 BX2593'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2593'6 INCHES.  IT IS 43 FEET NORTH OF THE CENTERLINE OF STATE
 BX2593'HIGHWAY 1, 11.5 FEET WEST OF THE CENTERLINE OF A GRAVELED
 BX2593'DRIVEWAY, 3.6 FEET NORTH NORTHEAST OF A METAL WITNESS POST
 BX2593'WITH A SIGN ATTACHED AND 38 FEET EAST SOUTHEAST OF A 42
 BX2593'INCH OAK TREE.
 BX2593'
 BX2593'HEIGHT OF LIGHT ABOVE STATION MARK 30.79 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2770 ***********************************************************************
 BK2770  DESIGNATION -  DUSON MUN TANK
 BK2770  PID         -  BK2770
 BK2770  STATE/COUNTY-  LA/LAFAYETTE
 BK2770  USGS QUAD   -  DUSON (1983)
 BK2770
 BK2770                         *CURRENT SURVEY CONTROL
 BK2770  ___________________________________________________________________
 BK2770* NAD 83(1992)-  30 14 08.47946(N)    092 10 43.16496(W)     ADJUSTED  
 BK2770* NAVD 88     -                                                        
 BK2770  **This station is located in a subsidence area (see below).
 BK2770  ___________________________________________________________________
 BK2770  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK2770  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2770
 BK2770  HORZ ORDER  -  THIRD
 BK2770
 BK2770.The horizontal coordinates were established by classical geodetic methods
 BK2770.and adjusted by the National Geodetic Survey in January 1993..
 BK2770
 BK2770 ** The orthometric height has not been validated since last determined
 BK2770 ** by differential leveling and should not be used for control purposes.
 BK2770 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2770 ** area with valid NAVD 88 orthometric heights.
 BK2770 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2770 ** epoch indicated which incorporates improved geoid heights for the
 BK2770 ** Southern Louisiana Subsidence area.
 BK2770 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2770
 BK2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2770
 BK2770.The geoid height was determined by GEOID03.
 BK2770
 BK2770;                    North         East     Units Scale Factor Converg.
 BK2770;SPC LA S     -   192,691.795   918,637.391   MT  0.99993411   -0 25 21.6
 BK2770;SPC LA S     -   632,189.66  3,013,896.17   sFT  0.99993411   -0 25 21.6
 BK2770;UTM  15      - 3,345,187.298   579,030.123   MT  0.99967705   +0 24 49.0
 BK2770
 BK2770                          SUPERSEDED SURVEY CONTROL
 BK2770
 BK2770  NAD 83(1986)-  30 14 08.49751(N)    092 10 43.15923(W) AD(       ) 4
 BK2770  NAD 27      -  30 14 07.76947(N)    092 10 42.70770(W) AD(       ) 3
 BK2770
 BK2770.Superseded values are not recommended for survey control.
 BK2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2770.See file dsdata.txt to determine how the superseded data were derived.
 BK2770
 BK2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7903045187(NAD 83)
 BK2770_MARKER: 53 = ELEVATED TANK
 BK2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2770+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BK2770
 BK2770  HISTORY     - Date     Condition        Report By
 BK2770  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2770  HISTORY     - 19950414 GOOD             USPSQD
 BK2770  HISTORY     - 20031220 GOOD             USPSQD
 BK2770
 BK2770                          STATION DESCRIPTION
 BK2770
 BK2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2770'THE STATION IS THE TOP CENTER OF THE TANK.  IT IS A FOUR LEGGED STEEL
 BK2770'STRUCTURE, PAINTED SILVER, WITH AN OVERALL HEIGHT OF 160 FEET.
 BK2770'
 BK2770'IT IS LOCATED IN THE TOWN OF DUSON AND IS ABOUT 50 YARDS NORTH OF A
 BK2770'RAILROAD TRACK.
 BK2770
 BK2770                          STATION RECOVERY (1995)
 BK2770
 BK2770'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2770'RECOVERED IN GOOD CONDITION.
 BK2770
 BK2770                          STATION RECOVERY (2003)
 BK2770
 BK2770'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BK2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2592 ***********************************************************************
 BK2592  DESIGNATION -  DUSTY
 BK2592  PID         -  BK2592
 BK2592  STATE/COUNTY-  LA/BEAUREGARD
 BK2592  USGS QUAD   -  GAYTINE (1994)
 BK2592
 BK2592                         *CURRENT SURVEY CONTROL
 BK2592  ___________________________________________________________________
 BK2592* NAD 83(1992)-  30 25 48.71369(N)    093 13 59.01204(W)     ADJUSTED  
 BK2592* NAVD 88     -        15.253  (meters)      50.04   (feet)  ADJUSTED  
 BK2592  ___________________________________________________________________
 BK2592  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2592  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2592  DYNAMIC HT  -          15.233 (meters)      49.98  (feet)  COMP
 BK2592  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BK2592
 BK2592  HORZ ORDER  -  SECOND
 BK2592  VERT ORDER  -  SECOND    CLASS I
 BK2592
 BK2592.The horizontal coordinates were established by classical geodetic methods
 BK2592.and adjusted by the National Geodetic Survey in January 1993..
 BK2592
 BK2592.The orthometric height was determined by differential leveling
 BK2592.and adjusted by the National Geodetic Survey in February 1994..
 BK2592
 BK2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2592
 BK2592.The geoid height was determined by GEOID03.
 BK2592
 BK2592.The dynamic height is computed by dividing the NAVD 88
 BK2592.geopotential number by the normal gravity value computed on the
 BK2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2592.degrees latitude (g = 980.6199 gals.).
 BK2592
 BK2592.The modeled gravity was interpolated from observed gravity values.
 BK2592
 BK2592;                    North         East     Units Scale Factor Converg.
 BK2592;SPC LA S     -   215,466.117   817,515.103   MT  0.99995372   -0 56 59.6
 BK2592;SPC LA S     -   706,908.42  2,682,130.80   sFT  0.99995372   -0 56 59.6
 BK2592;UTM  15      - 3,366,479.421   477,619.562   MT  0.99960618   -0 07 05.0
 BK2592
 BK2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2592!SPC LA S     -   1.00000189  x   0.99995372  =   0.99995561
 BK2592!UTM  15      -   1.00000189  x   0.99960618  =   0.99960807
 BK2592
 BK2592:                Primary Azimuth Mark                     Grid Az
 BK2592:SPC LA S     -  DUSTY AZ MK                              004 29 29.6
 BK2592:UTM  15      -  DUSTY AZ MK                              003 39 35.0
 BK2592
 BK2592|---------------------------------------------------------------------|
 BK2592| PID    Reference Object                     Distance      Geod. Az  |
 BK2592|                                                           dddmmss.s |
 BK2592| BK2594 DUSTY AZ MK                                        0033230.0 |
 BK2592| BK2593 DUSTY RM 1                            7.789 METERS 03616     |
 BK2592| BK3085 GAYTINE TRANSCON GAS CO MAST        409.776 METERS 0395231.9 |
 BK2592| BK2591 DUSTY RM 2                           15.605 METERS 17819     |
 BK2592|---------------------------------------------------------------------|
 BK2592
 BK2592                          SUPERSEDED SURVEY CONTROL
 BK2592
 BK2592  NAD 83(1986)-  30 25 48.73345(N)    093 13 59.00438(W) AD(       ) 2
 BK2592  NAD 27      -  30 25 48.01158(N)    093 13 58.43670(W) AD(       ) 2
 BK2592  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 BK2592
 BK2592.Superseded values are not recommended for survey control.
 BK2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2592.See file dsdata.txt to determine how the superseded data were derived.
 BK2592
 BK2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7762066479(NAD 83)
 BK2592_MARKER: DE = TRAVERSE STATION DISK
 BK2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2592_SP_SET: CONCRETE POST
 BK2592_STAMPING: DUSTY 1974
 BK2592_MARK LOGO: LADH  
 BK2592_PROJECTION: FLUSH
 BK2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2592+STABILITY: SURFACE MOTION
 BK2592
 BK2592  HISTORY     - Date     Condition        Report By
 BK2592  HISTORY     - 1974     MONUMENTED       LADH
 BK2592  HISTORY     - 1984     GOOD             LADTD
 BK2592  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2592
 BK2592                          STATION DESCRIPTION
 BK2592
 BK2592'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2592'THE STATION IS LOCATED 5 MILES NORTH OF GILLIS, 5 MILES SOUTH OF
 BK2592'RAGLEY AND 7 MILES SOUTHEAST OF GORDON, IN THE NORTHEAST QUARTER OF
 BK2592'SECTION 25, T7S, R7W, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BK2592'DEPARTMENT OF HIGHWAYS.
 BK2592'
 BK2592'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BK2592'INTERSTATE HIGHWAY 10 JUST NORTH OF LAKE CHARLES, GO NORTH ALONG
 BK2592'U. S. HIGHWAY 171 FOR 8.8 MILES TO THE SMALL TOWN OF GILLIS,
 BK2592'CONTINUE NORTH ON U. S. HIGHWAY 171 FOR 4.6 MILES TO THE STATION SET
 BK2592'ON THE LEFT AND WEST OF THE HIGHWAY NEAR A FENCE AND A POWER
 BK2592'POLE.
 BK2592'
 BK2592'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG U. S.
 BK2592'HIGHWAY 171 FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF
 BK2592'THE HIGHWAY NEAR A PIPE FENCE AND AN OAK TREE.
 BK2592'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2592'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2592'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK2592'SUB- SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BK2592'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2592'STAMPED DUSTY 1974.  THE MARK IS 66.5 FEET WEST OF THE CENTER OF
 BK2592'U. S. HIGHWAY 171, 64.5 FEET SOUTHWEST OF THE SOUTH END OF A
 BK2592'CONCRETE SIDE-DRAIN, 28 FEET NORTH-NORTHWEST OF A
 BK2592'POWER POLE AND 3 FEET EAST OF A FENCE.  THE MARK IS 2.5 FEET SOUTH
 BK2592'OF A METAL WITNESS POST AND SIGN.
 BK2592'
 BK2592'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2592'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2592'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2592'STAMPED DUSTY RM 1 1974.  IT IS 51 FEET WEST OF THE CENTER OF U. S.
 BK2592'HIGHWAY 171, 49.5 FEET NORTH-NORTHEAST OF A POWER POLE, 44 FEET
 BK2592'SOUTHWEST OF THE SOUTH END OF A CONCRETE SIDE-DRAIN AND 18.5
 BK2592'FEET EAST OF A FENCE.
 BK2592'
 BK2592'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2592'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2592'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2592'STAMPED DUSTY RM 2 1974.  IT IS 112 FEET SOUTHWEST OF THE SOUTH END
 BK2592'OF A CONCRETE SIDE-DRAIN, 65 FEET WEST OF THE CENTER OF U. S.
 BK2592'HIGHWAY 171, 23.5 FEET SOUTH OF A POWER POLE AND 5 FEET EAST OF
 BK2592'A FENCE.
 BK2592'
 BK2592'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2592'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2592'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2592'STAMPED DUSTY AZ. MK. 1974.  IT IS 94 FEET EAST OF THE CENTER OF A
 BK2592'GRAVEL DRIVE TO A BRICK HOUSE, 80 FEET SOUTH OF AN 8 INCH OAK
 BK2592'TREE, 69 FEET EAST OF THE CENTER OF U. S. HIGHWAY 171, 2.5 FEET
 BK2592'NORTH OF A METAL WITNESS POST AND SIGN AND 2 FEET WEST OF A PIPE
 BK2592'FENCE.
 BK2592'
 BK2592'NEAREST TOWN--GILLIS.
 BK2592
 BK2592                          STATION RECOVERY (1984)
 BK2592
 BK2592'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2592'8.9 KM (5.6 MI) SOUTH FROM RAGLEY.
 BK2592'ABOUT 8.9 KM (5.6 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2592'JUNCTION OF U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON
 BK2592'THE RIGHT IN SECTION 25, T 7 S, R 9 W, 20.3 METERS (66.5 FEET) WEST
 BK2592'OF THE CENTERLINE OF THE HIGHWAY, 19.7 (64.5 FEET) SOUTHWEST OF THE
 BK2592'SOUTH END OF A CONCRETE SIDE DRAIN, 0.9 METERS (3 FEET) EAST OF A
 BK2592'FENCE.
 BK2592'THE MARK IS 1.4 METERS  W FROM A WITNESS POST.
 BK2592'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2592
 BK2592                          STATION RECOVERY (2002)
 BK2592
 BK2592'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2594 ***********************************************************************
 BK2594  DESIGNATION -  DUSTY AZ MK
 BK2594  PID         -  BK2594
 BK2594  STATE/COUNTY-  LA/BEAUREGARD
 BK2594  USGS QUAD   -  GAYTINE (1994)
 BK2594
 BK2594                         *CURRENT SURVEY CONTROL
 BK2594  ___________________________________________________________________
 BK2594* NAD 83(1986)-  30 26 14.     (N)    093 13 59.     (W)     SCALED    
 BK2594* NAVD 88     -        18.049  (meters)      59.22   (feet)  ADJUSTED  
 BK2594  ___________________________________________________________________
 BK2594  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2594  DYNAMIC HT  -          18.025 (meters)      59.14  (feet)  COMP
 BK2594  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 BK2594
 BK2594  VERT ORDER  -  SECOND    CLASS I
 BK2594
 BK2594.The horizontal coordinates were scaled from a topographic map and have
 BK2594.an estimated accuracy of +/- 6 seconds.
 BK2594
 BK2594.The orthometric height was determined by differential leveling
 BK2594.and adjusted by the National Geodetic Survey in February 1994..
 BK2594
 BK2594.The geoid height was determined by GEOID03.
 BK2594
 BK2594.The dynamic height is computed by dividing the NAVD 88
 BK2594.geopotential number by the normal gravity value computed on the
 BK2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2594.degrees latitude (g = 980.6199 gals.).
 BK2594
 BK2594.The modeled gravity was interpolated from observed gravity values.
 BK2594
 BK2594;                    North         East    Units  Estimated Accuracy
 BK2594;SPC LA S     -   216,250.      817,530.      MT  (+/- 180 meters Scaled)
 BK2594
 BK2594                          SUPERSEDED SURVEY CONTROL
 BK2594
 BK2594.No superseded survey control is available for this station.
 BK2594
 BK2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776672(NAD 83)
 BK2594_MARKER: DZ = AZIMUTH MARK DISK
 BK2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2594_SP_SET: CONCRETE POST
 BK2594_STAMPING: DUSTY AZ. MK. 1974
 BK2594_MARK LOGO: LADH  
 BK2594_PROJECTION: FLUSH
 BK2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2594+STABILITY: SURFACE MOTION
 BK2594
 BK2594  HISTORY     - Date     Condition        Report By
 BK2594  HISTORY     - 1974     MONUMENTED       LADH
 BK2594  HISTORY     - 1984     GOOD             LADTD
 BK2594  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2594
 BK2594                          STATION DESCRIPTION
 BK2594
 BK2594'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2594'8.3 KM (5.1 MI) SOUTH FROM RAGLEY.
 BK2594'8.3 KM (5.1 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE JUNCTION OF
 BK2594'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE LEFT IN
 BK2594'SECTION 19, T 7 S, R 8 W, 28.7 METERS (94 FEET) EAST OF THE CENTER OF
 BK2594'AN ASPHALT DRIVE TO A BRICK HOUSE, 24.4 METERS (80 FEET) SOUTH OF AN
 BK2594'8 INCH OAK TREE, 21.0 METERS (69 FEET) EAST OF THE CENTER- LINE OF
 BK2594'THE HIGHWAY, 0.6 METERS (2 FEET) WEST OF A PIPE FENCE.
 BK2594'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 BK2594'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2594
 BK2594                          STATION RECOVERY (2002)
 BK2594
 BK2594'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2593 ***********************************************************************
 BK2593  DESIGNATION -  DUSTY RM 1
 BK2593  PID         -  BK2593
 BK2593  STATE/COUNTY-  LA/BEAUREGARD
 BK2593  USGS QUAD   -  GAYTINE (1994)
 BK2593
 BK2593                         *CURRENT SURVEY CONTROL
 BK2593  ___________________________________________________________________
 BK2593* NAD 83(1992)-  30 25 48.     (N)    093 13 58.     (W)     SCALED    
 BK2593* NAVD 88     -        15.071  (meters)      49.45   (feet)  ADJUSTED  
 BK2593  ___________________________________________________________________
 BK2593  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2593  DYNAMIC HT  -          15.052 (meters)      49.38  (feet)  COMP
 BK2593  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BK2593
 BK2593  VERT ORDER  -  SECOND    CLASS I
 BK2593
 BK2593.The horizontal coordinates were scaled from a topographic map and have
 BK2593.an estimated accuracy of +/- 6 seconds.
 BK2593
 BK2593.The orthometric height was determined by differential leveling
 BK2593.and adjusted by the National Geodetic Survey in February 1994..
 BK2593
 BK2593.The geoid height was determined by GEOID03.
 BK2593
 BK2593.The dynamic height is computed by dividing the NAVD 88
 BK2593.geopotential number by the normal gravity value computed on the
 BK2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2593.degrees latitude (g = 980.6199 gals.).
 BK2593
 BK2593.The modeled gravity was interpolated from observed gravity values.
 BK2593
 BK2593;                    North         East    Units  Estimated Accuracy
 BK2593;SPC LA S     -   215,440.      817,540.      MT  (+/- 180 meters Scaled)
 BK2593
 BK2593                          SUPERSEDED SURVEY CONTROL
 BK2593
 BK2593  NGVD 29 (07/19/86)   15.2    (m)           50.     (f) VERT ANG       
 BK2593
 BK2593.Superseded values are not recommended for survey control.
 BK2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2593.See file dsdata.txt to determine how the superseded data were derived.
 BK2593
 BK2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776664(NAD 83)
 BK2593_MARKER: DR = REFERENCE MARK DISK
 BK2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2593_SP_SET: CONCRETE POST
 BK2593_STAMPING: DUSTY RM 1 1974
 BK2593_MARK LOGO: LADH  
 BK2593_PROJECTION: FLUSH
 BK2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2593+STABILITY: SURFACE MOTION
 BK2593
 BK2593  HISTORY     - Date     Condition        Report By
 BK2593  HISTORY     - 1974     MONUMENTED       LADH
 BK2593  HISTORY     - 1984     GOOD             LADTD
 BK2593  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2593
 BK2593                          STATION DESCRIPTION
 BK2593
 BK2593'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2593'8.9 KM (5.6 MI) SOUTH FROM RAGLEY.
 BK2593'8.9 KM (5.6 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE JUNCTION OF
 BK2593'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE RIGHT IN
 BK2593'SECTION 25, T 7 S, R 9 W, 15.5 METERS (51 FEET) WEST OF THE
 BK2593'CENTERLINE OF THE HIGHWAY, 7.1 METERS (23.3 FEET) NORTH NORTHEAST OF
 BK2593'A POWER POLE, 13.4 METERS (44 FEET SOUTHWEST OF THE SOUTH END OF A
 BK2593'CONCRETE SIDE DRAIN, 5.6 METERS (18.5 FEET) EAST OF A FENCE.
 BK2593'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2593
 BK2593                          STATION RECOVERY (2002)
 BK2593
 BK2593'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2591 ***********************************************************************
 BK2591  DESIGNATION -  DUSTY RM 2
 BK2591  PID         -  BK2591
 BK2591  STATE/COUNTY-  LA/BEAUREGARD
 BK2591  USGS QUAD   -  GAYTINE (1994)
 BK2591
 BK2591                         *CURRENT SURVEY CONTROL
 BK2591  ___________________________________________________________________
 BK2591* NAD 83(1986)-  30 25 53.     (N)    093 14 01.     (W)     SCALED    
 BK2591* NAVD 88     -        15.372  (meters)      50.43   (feet)  ADJUSTED  
 BK2591  ___________________________________________________________________
 BK2591  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2591  DYNAMIC HT  -          15.352 (meters)      50.37  (feet)  COMP
 BK2591  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BK2591
 BK2591  VERT ORDER  -  SECOND    CLASS I
 BK2591
 BK2591.The horizontal coordinates were scaled from a topographic map and have
 BK2591.an estimated accuracy of +/- 6 seconds.
 BK2591
 BK2591.The orthometric height was determined by differential leveling
 BK2591.and adjusted by the National Geodetic Survey in February 1994..
 BK2591
 BK2591.The geoid height was determined by GEOID03.
 BK2591
 BK2591.The dynamic height is computed by dividing the NAVD 88
 BK2591.geopotential number by the normal gravity value computed on the
 BK2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2591.degrees latitude (g = 980.6199 gals.).
 BK2591
 BK2591.The modeled gravity was interpolated from observed gravity values.
 BK2591
 BK2591;                    North         East    Units  Estimated Accuracy
 BK2591;SPC LA S     -   215,600.      817,460.      MT  (+/- 180 meters Scaled)
 BK2591
 BK2591                          SUPERSEDED SURVEY CONTROL
 BK2591
 BK2591.No superseded survey control is available for this station.
 BK2591
 BK2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP775666(NAD 83)
 BK2591_MARKER: DR = REFERENCE MARK DISK
 BK2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2591_SP_SET: CONCRETE POST
 BK2591_STAMPING: DUSTY RM 2 1974
 BK2591_MARK LOGO: LADH  
 BK2591_PROJECTION: FLUSH
 BK2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2591+STABILITY: SURFACE MOTION
 BK2591
 BK2591  HISTORY     - Date     Condition        Report By
 BK2591  HISTORY     - 1974     MONUMENTED       LADH
 BK2591  HISTORY     - 1984     GOOD             LADTD
 BK2591  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2591
 BK2591                          STATION DESCRIPTION
 BK2591
 BK2591'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2591'8.9 KM (5.6 MI) SOUTH FROM RAGLEY.
 BK2591'8.9 KM (5.6 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE JUNCTION OF
 BK2591'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE RIGHT IN
 BK2591'SECTION 25, T 7 S, R 9 W, 34.1 METERS (112 FEET) SOUTHWEST OF THE
 BK2591'SOUTH END OF A CONCRETE SIDE DRAIN, 19.8 METERS (65 FEET) WEST OF THE
 BK2591'CENTERLINE OF THE HIGHWAY, 15.1 METERS (49.6 FEET) SOUTH OF A POWER
 BK2591'POLE, AND 1.5 METERS (5 FEET) EAST OF A FENCE.
 BK2591'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2591
 BK2591                          STATION RECOVERY (2002)
 BK2591
 BK2591'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3128 ***********************************************************************
 CQ3128  DESIGNATION -  DUTCH
 CQ3128  PID         -  CQ3128
 CQ3128  STATE/COUNTY-  LA/BOSSIER
 CQ3128  USGS QUAD   -  BOSSIER POINT (1972)
 CQ3128
 CQ3128                         *CURRENT SURVEY CONTROL
 CQ3128  ___________________________________________________________________
 CQ3128* NAD 83(1992)-  32 19 03.37390(N)    093 27 20.48886(W)     ADJUSTED  
 CQ3128* NAVD 88     -        58.3    (meters)     191.     (feet)  VERTCON   
 CQ3128  ___________________________________________________________________
 CQ3128  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CQ3128  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ3128
 CQ3128  HORZ ORDER  -  FIRST
 CQ3128
 CQ3128.The horizontal coordinates were established by classical geodetic methods
 CQ3128.and adjusted by the National Geodetic Survey in January 1993..
 CQ3128
 CQ3128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3128
 CQ3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3128
 CQ3128.The geoid height was determined by GEOID03.
 CQ3128
 CQ3128;                    North         East     Units Scale Factor Converg.
 CQ3128;SPC LA N     -   201,925.528   910,013.057   MT  0.99993901   -0 30 19.0
 CQ3128;SPC LA N     -   662,484.00  2,985,601.17   sFT  0.99993901   -0 30 19.0
 CQ3128;UTM  15      - 3,575,731.760   457,106.354   MT  0.99962269   -0 14 37.0
 CQ3128
 CQ3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3128!SPC LA N     -   0.99999491  x   0.99993901  =   0.99993392
 CQ3128!UTM  15      -   0.99999491  x   0.99962269  =   0.99961760
 CQ3128
 CQ3128:                Primary Azimuth Mark                     Grid Az
 CQ3128:SPC LA N     -  BISTINEAU                                045 50 52.2
 CQ3128:UTM  15      -  BISTINEAU                                045 35 10.2
 CQ3128
 CQ3128|---------------------------------------------------------------------|
 CQ3128| PID    Reference Object                     Distance      Geod. Az  |
 CQ3128|                                                           dddmmss.s |
 CQ3128| CQ3131 BISTINEAU                           APPROX. 9.8 KM 0452033.2 |
 CQ3128| CQ3125 RINGGOLD ATT MICROWAVE KLW 25       APPROX. 9.5 KM 1114027.6 |
 CQ3128| CQ3103 RINGGOLD KC S MICROWAVE KJO 33      APPROX.12.4 KM 1285516.3 |
 CQ3128| CX5755 DUTCH RM 1                           20.697 METERS 17200     |
 CQ3128| CX5756 DUTCH RM 2                           23.275 METERS 31732     |
 CQ3128|---------------------------------------------------------------------|
 CQ3128
 CQ3128                          SUPERSEDED SURVEY CONTROL
 CQ3128
 CQ3128  NAD 83(1986)-  32 19 03.38633(N)    093 27 20.48188(W) AD(       ) 1
 CQ3128  NAD 27      -  32 19 02.82420(N)    093 27 19.85669(W) AD(       ) 1
 CQ3128  NGVD 29 (07/19/86)   58.4    (m)          192.     (f) VERT ANG       
 CQ3128
 CQ3128.Superseded values are not recommended for survey control.
 CQ3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3128.See file dsdata.txt to determine how the superseded data were derived.
 CQ3128
 CQ3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5710675732(NAD 83)
 CQ3128_MARKER: DS = TRIANGULATION STATION DISK
 CQ3128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3128
 CQ3128  HISTORY     - Date     Condition        Report By
 CQ3128  HISTORY     - 1969     MONUMENTED       CGS
 CQ3128  HISTORY     - 20020511 GOOD             USPSQD
 CQ3128
 CQ3128                          STATION DESCRIPTION
 CQ3128
 CQ3128'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3128'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF HALL SUMMIT,
 CQ3128'9 MILES EAST OF RINGGOLD, 6 MILES SOUTHEAST OF ELM GROVE AND
 CQ3128'4-1/2 MILES EAST OF MC DADE AND IN A HEAVY WOODED AREA, THAT
 CQ3128'IS IN THE NORTHWEST 1/4 OF SEC. 1, T. 15 N., R. 11 W.  IT
 CQ3128'IS ON PROPERTY OWNED BY MR. W.E. (DUTCH) HANBY.
 CQ3128'
 CQ3128'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 CQ3128'STATE HIGHWAY 157 IN MC DADE, AT THE WOODRUFFS GROCERY AND
 CQ3128'MARKET.  GO EASTERLY ON STATE HIGHWAY 157 FOR 2.25 MILES TO
 CQ3128'THE JUNCTION OF STATE HIGHWAY 154 AND 157.  TURN RIGHT AND GO
 CQ3128'EAST ON STATE HIGHWAY 154 AND 157 FOR 1.0 MILE TO FORKS,
 CQ3128'TAKE RIGHT FORK AND GO EASTERLY ON STATE HIGHWAY 154 FOR 2.75
 CQ3128'MILES TO A SIDEROAD RIGHT AT THE TAYLORS GROCERY ON THE
 CQ3128'LEFT.  TURN RIGHT AND GO SOUTHERLY ON BOSSIER POINT ROAD FOR
 CQ3128'2.3 MILES TO A FORK, TAKE RIGHT FORK ALONG POWERLINE FOR 0.25
 CQ3128'MILE TO FORK AT AN OLD CONCRETE BLOCK BUILDING ON THE LEFT.
 CQ3128'TAKE LEFT FORK BETWEEN OLD HOUSE AND SHED AND FOLLOW TRACK ROAD
 CQ3128'IN AN EASTERLY DIRECTION FOR 0.2 MILE TO THE STATION ON THE
 CQ3128'LEFT, AS DESCRIBED.
 CQ3128'
 CQ3128'THE STATION MARK IS A STANDARD DISK, STAMPED DUTCH 1969, SET
 CQ3128'IN THE TOP A 12-INCH CONCRETE CYLINDRICAL MONUMENT THAT
 CQ3128'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 CQ3128'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 CQ3128'BELOW THE GROUND SURFACE.  IT IS 53 FEET SOUTH-SOUTHWEST OF A
 CQ3128'14-INCH GUM TREE, 46 FEET NORTH OF A 16-INCH OAK TREE, 33 FEET
 CQ3128'WEST-SOUTHWEST OF A 16-INCH GUM TREE AND 3 FEET SOUTHEAST OF
 CQ3128'METAL WITNESS POST WITH SIGN ATTACHED.
 CQ3128'
 CQ3128'REFERENCE MARK NO. 1 IS 39.5 FEET SOUTH-SOUTHEAST OF A
 CQ3128'16-INCH GUM TREE, 26 FEET SOUTH OF THE APPROXIMATE CENTER OF
 CQ3128'TRACK ROAD AND 7 FEET WEST OF A 14-INCH OAK TREE.  IT IS
 CQ3128'MARKED BY A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 CQ3128'CYLINDRICAL MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE
 CQ3128'SURFACE OF THE GROUND.  THE DISK IS STAMPED DUTCH NO 1 1969.
 CQ3128'
 CQ3128'REFERENCE MARK NO. 2 IS 32 FEET SOUTHWEST OF A 6-INCH PINE
 CQ3128'TREE AND 31 FEET NORTH OF THE APPROXIMATE CENTER OF TRACK
 CQ3128'ROAD.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF A
 CQ3128'12-INCH CONCRETE CYLINDRICAL MONUMENT, THAT PROJECTS 5 INCHES
 CQ3128'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED DUTCH
 CQ3128'NO 2 1969.
 CQ3128'
 CQ3128'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK, DUE
 CQ3128'TO GROWTH OF TIMBER.
 CQ3128'
 CQ3128'NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO TREES IN LINE.
 CQ3128'
 CQ3128'HEIGHT OF LIGHT ABOVE STATION MARK 34.04 METERS.
 CQ3128
 CQ3128                          STATION RECOVERY (2002)
 CQ3128
 CQ3128'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3128'RM1 NOT FOUND.  RM2 GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3022 ***********************************************************************
 CQ3022  DESIGNATION -  DUTCHTOWN FIRE TOWER LFC
 CQ3022  PID         -  CQ3022
 CQ3022  STATE/COUNTY-  LA/WEBSTER
 CQ3022  USGS QUAD   -  LANGSTON (1986)
 CQ3022
 CQ3022                         *CURRENT SURVEY CONTROL
 CQ3022  ___________________________________________________________________
 CQ3022* NAD 83(1992)-  32 41 44.28030(N)    093 14 21.34206(W)     ADJUSTED  
 CQ3022* NAVD 88     -                                                        
 CQ3022  ___________________________________________________________________
 CQ3022  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ3022  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3022
 CQ3022  HORZ ORDER  -  THIRD
 CQ3022
 CQ3022.The horizontal coordinates were established by classical geodetic methods
 CQ3022.and adjusted by the National Geodetic Survey in September 1999..
 CQ3022
 CQ3022
 CQ3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3022
 CQ3022.The geoid height was determined by GEOID03.
 CQ3022
 CQ3022;                    North         East     Units Scale Factor Converg.
 CQ3022;SPC LA N     -   243,685.755   930,677.459   MT  1.00000673   -0 23 27.1
 CQ3022;SPC LA N     -   799,492.35  3,053,397.63   sFT  1.00000673   -0 23 27.1
 CQ3022;UTM  15      - 3,617,570.953   477,572.717   MT  0.99960620   -0 07 45.3
 CQ3022
 CQ3022                          SUPERSEDED SURVEY CONTROL
 CQ3022
 CQ3022  NAD 83(1992)-  32 41 44.28148(N)    093 14 21.33928(W) AD(       ) 4
 CQ3022  NAD 83(1986)-  32 41 44.29263(N)    093 14 21.33391(W) AD(       ) 4
 CQ3022  NAD 27      -  32 41 43.76200(N)    093 14 20.72800(W) AD(       ) 3
 CQ3022
 CQ3022.Superseded values are not recommended for survey control.
 CQ3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3022.See file dsdata.txt to determine how the superseded data were derived.
 CQ3022
 CQ3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7757317571(NAD 83)
 CQ3022_MARKER: 57 = LOOKOUT TOWER
 CQ3022
 CQ3022  HISTORY     - Date     Condition        Report By
 CQ3022  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3022
 CQ3022                          STATION DESCRIPTION
 CQ3022
 CQ3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3022'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHEAST OF
 CQ3022'MINDEN ON HIGH WOODED RIDGE.  IT IS 100 FEET NORTH OF THE
 CQ3022'CENTER OF A ROAD KNOWN AS THE DUTCHTOWN ROAD.
 CQ3022'
 CQ3022'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A CAB WITH AN
 CQ3022'OVERALL HEIGHT OF 100 FEET.  THE POINT OBSERVED UPON WAS
 CQ3022'THE POINT OF THE ROOF AT THE APEX OF THE CAB.
 CQ3022'
 CQ3022'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79
 CQ3022'AND 80 AT THE NORTHEAST CORNER OF THE POST OFFICE IN MINDEN, GO
 CQ3022'NORTHEAST ON U.S. HIGHWAY 79 FOR 0.2 MILE TO JUNCTION WITH
 CQ3022'STATE HIGHWAY 66, TURN LEFT AND GO NORTH ON STATE HIGHWAY 66
 CQ3022'FOR 5.1 MILES TO CROSSROADS, TURN RIGHT AND GO EAST FOR 1.5
 CQ3022'MILES TO CROSSROADS, TURN LEFT AND GO NORTHEAST FOR 0.75 MILE
 CQ3022'TO STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1584 ***********************************************************************
 BW1584  DESIGNATION -  DUTY BOLT
 BW1584  PID         -  BW1584
 BW1584  STATE/COUNTY-  LA/CATAHOULA
 BW1584  USGS QUAD   -  ENTERPRISE (1984)
 BW1584
 BW1584                         *CURRENT SURVEY CONTROL
 BW1584  ___________________________________________________________________
 BW1584* NAD 83(1986)-  31 54 50.     (N)    091 55 17.     (W)     SCALED    
 BW1584* NAVD 88     -        18.41   (+/-2cm)      60.4    (feet)  VERTCON   
 BW1584  ___________________________________________________________________
 BW1584  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1584
 BW1584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1584
 BW1584.The horizontal coordinates were scaled from a topographic map and have
 BW1584.an estimated accuracy of +/- 6 seconds.
 BW1584
 BW1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1584.The vertical order pertains to the NGVD 29 superseded value.
 BW1584
 BW1584.The geoid height was determined by GEOID03.
 BW1584
 BW1584;                    North         East    Units  Estimated Accuracy
 BW1584;SPC LA N     -   156,910.    1,054,720.      MT  (+/- 180 meters Scaled)
 BW1584
 BW1584                          SUPERSEDED SURVEY CONTROL
 BW1584
 BW1584  NGVD 29 (??/??/92)   18.423  (m)           60.44   (f) ADJ UNCH    2 0
 BW1584
 BW1584.Superseded values are not recommended for survey control.
 BW1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1584.See file dsdata.txt to determine how the superseded data were derived.
 BW1584
 BW1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR019313(NAD 83)
 BW1584_MARKER: B = BOLT
 BW1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1584_SP_SET: STONE
 BW1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1584+STABILITY: SURFACE MOTION
 BW1584
 BW1584  HISTORY     - Date     Condition        Report By
 BW1584  HISTORY     - UNK      MONUMENTED       DOD
 BW1584  HISTORY     - 1950     GOOD             NGS
 BW1584
 BW1584                          STATION DESCRIPTION
 BW1584
 BW1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW1584'2.35 MI W FROM ENTERPRISE.
 BW1584'2.35 MILES WEST ALONG STATE HIGHWAY 68 FROM THE SCHOOL AT ENTERPRISE,
 BW1584'0.3 MILE SOUTHEAST OF A Y ROAD JUNCTION, JUST SOUTHEAST OF AN OLD
 BW1584'SAWMILL SITE, 0.2 MILE SOUTH OF A WHITE FARMHOUSE, 69 FEET SOUTHEAST
 BW1584'OF A FENCE CORNER, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 BW1584'HIGHWAY, 7 FEET NORTH OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 4.7
 BW1584'FEET NORTHEAST OF A WITNESS POST, 3.7 FEET NORTHEAST OF A FENCE, A
 BW1584'COPPER BOLT SET IN THE TOP OF A STONE WHICH IS 3 FEET UNDER GROUND AND
 BW1584'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A U.S. ENGINEERING
 BW1584'DEPARTMENT BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1583 ***********************************************************************
 BW1583  DESIGNATION -  DUTY CAP
 BW1583  PID         -  BW1583
 BW1583  STATE/COUNTY-  LA/CATAHOULA
 BW1583  USGS QUAD   -  ENTERPRISE (1984)
 BW1583
 BW1583                         *CURRENT SURVEY CONTROL
 BW1583  ___________________________________________________________________
 BW1583* NAD 83(1986)-  31 54 50.     (N)    091 55 17.     (W)     SCALED    
 BW1583* NAVD 88     -        19.65   (+/-2cm)      64.5    (feet)  VERTCON   
 BW1583  ___________________________________________________________________
 BW1583  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1583
 BW1583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1583
 BW1583.The horizontal coordinates were scaled from a topographic map and have
 BW1583.an estimated accuracy of +/- 6 seconds.
 BW1583
 BW1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1583.The vertical order pertains to the NGVD 29 superseded value.
 BW1583
 BW1583.The geoid height was determined by GEOID03.
 BW1583
 BW1583;                    North         East    Units  Estimated Accuracy
 BW1583;SPC LA N     -   156,910.    1,054,720.      MT  (+/- 180 meters Scaled)
 BW1583
 BW1583                          SUPERSEDED SURVEY CONTROL
 BW1583
 BW1583  NGVD 29 (??/??/92)   19.657  (m)           64.49   (f) ADJ UNCH    2 0
 BW1583
 BW1583.Superseded values are not recommended for survey control.
 BW1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1583.See file dsdata.txt to determine how the superseded data were derived.
 BW1583
 BW1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR019313(NAD 83)
 BW1583_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1583_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1583
 BW1583  HISTORY     - Date     Condition        Report By
 BW1583  HISTORY     - UNK      MONUMENTED       DOD
 BW1583  HISTORY     - 1934     GOOD             DOD
 BW1583
 BW1583                          STATION DESCRIPTION
 BW1583
 BW1583'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1583'IN DUTY.
 BW1583'P.B.M. DUTY IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED IN DUTY,
 BW1583'CATAHOULA PARISH, LA., SECS 23-24, T11N, R5E, APPROXIMATELY 1,000 FT.
 BW1583'SOUTHEAST OF OLD FERRY LANDING, IN FENCE COR. OF HIGHWAY NO. 68, AND
 BW1583'OLD FERRY ROAD.  37.0 FT. NORTH OF CENTERLINE OF HIGHWAY NO. 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3391 ***********************************************************************
 BJ3391  DESIGNATION -  DYER
 BJ3391  PID         -  BJ3391
 BJ3391  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3391  USGS QUAD   -  COMITE (1996)
 BJ3391
 BJ3391                         *CURRENT SURVEY CONTROL
 BJ3391  ___________________________________________________________________
 BJ3391* NAD 83(1992)-  30 35 52.86895(N)    091 04 29.59595(W)     ADJUSTED  
 BJ3391* NAVD 88     -        22.700  (meters)      74.47   (feet)  ADJUSTED  
 BJ3391  ___________________________________________________________________
 BJ3391  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ3391  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3391  DYNAMIC HT  -          22.671 (meters)      74.38  (feet)  COMP
 BJ3391  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ3391
 BJ3391  HORZ ORDER  -  FIRST
 BJ3391  VERT ORDER  -  SECOND    CLASS I
 BJ3391
 BJ3391.The horizontal coordinates were established by classical geodetic methods
 BJ3391.and adjusted by the National Geodetic Survey in January 1993..
 BJ3391
 BJ3391.The orthometric height was determined by differential leveling
 BJ3391.and adjusted by the National Geodetic Survey in February 1994..
 BJ3391
 BJ3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3391
 BJ3391.The geoid height was determined by GEOID03.
 BJ3391
 BJ3391.The dynamic height is computed by dividing the NAVD 88
 BJ3391.geopotential number by the normal gravity value computed on the
 BJ3391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3391.degrees latitude (g = 980.6199 gals.).
 BJ3391
 BJ3391.The modeled gravity was interpolated from observed gravity values.
 BJ3391
 BJ3391;                    North         East     Units Scale Factor Converg.
 BJ3391;SPC LA S     -   232,585.544 1,024,785.064   MT  0.99997990   +0 07 45.2
 BJ3391;SPC LA S     -   763,074.41  3,362,149.00   sFT  0.99997990   +0 07 45.2
 BJ3391;UTM  15      - 3,386,632.393   684,566.141   MT  1.00002024   +0 58 48.7
 BJ3391
 BJ3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3391!SPC LA S     -   1.00000071  x   0.99997990  =   0.99998061
 BJ3391!UTM  15      -   1.00000071  x   1.00002024  =   1.00002095
 BJ3391
 BJ3391|---------------------------------------------------------------------|
 BJ3391| PID    Reference Object                     Distance      Geod. Az  |
 BJ3391|                                                           dddmmss.s |
 BJ3391| BJ3390 DYER RM 1                            33.229 METERS 15950     |
 BJ3391| CW1309 DYER AZ MK                                         1840502.3 |
 BJ3391| BJ4753 BAKER EAST MUN TANK                 APPROX. 7.1 KM 2602743.1 |
 BJ3391| BJ3392 DYER RM 2                            30.678 METERS 26427     |
 BJ3391| BJ4757 BAKER WEST MUN TANK                 APPROX. 8.8 KM 2655643.0 |
 BJ3391| BJ4727 ZACHARY FLA GAS TRANS RAD MAST      APPROX. 5.7 KM 3142744.0 |
 BJ3391|---------------------------------------------------------------------|
 BJ3391
 BJ3391                          SUPERSEDED SURVEY CONTROL
 BJ3391
 BJ3391  NAD 83(1986)-  30 35 52.88673(N)    091 04 29.59307(W) AD(       ) 1
 BJ3391  NAD 27      -  30 35 52.21509(N)    091 04 29.21459(W) AD(       ) 1
 BJ3391  NGVD 29 (07/19/86)   22.8    (m)           75.     (f) VERT ANG       
 BJ3391
 BJ3391.Superseded values are not recommended for survey control.
 BJ3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3391.See file dsdata.txt to determine how the superseded data were derived.
 BJ3391
 BJ3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8456686632(NAD 83)
 BJ3391_MARKER: DS = TRIANGULATION STATION DISK
 BJ3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3391_SP_SET: CONCRETE POST
 BJ3391_STAMPING: DYER 1970
 BJ3391_MARK LOGO: NGS   
 BJ3391_PROJECTION: FLUSH
 BJ3391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3391+STABILITY: SURFACE MOTION
 BJ3391
 BJ3391  HISTORY     - Date     Condition        Report By
 BJ3391  HISTORY     - 1970     MONUMENTED       NGS
 BJ3391  HISTORY     - 1983     GOOD             LADTD
 BJ3391  HISTORY     - 1987     GOOD             LA-033
 BJ3391
 BJ3391                          STATION DESCRIPTION
 BJ3391
 BJ3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3391'THE STATION IS LOCATED 9-1/2 MILES NORTH AND 7 MILES EAST OF THE
 BJ3391'CENTER OF BATON ROUGE, 6 MILES SOUTHEAST OF ZACHARY, 5-1/4 MILES
 BJ3391'EAST-NORTHEAST OF BAKER AND 3 MILES NORTH AND 2-1/4 MILES WEST OF
 BJ3391'THE SMALL COMMUNITY OF CENTRAL, NEAR THE EAST EDGE OF SECTION 23, T 5
 BJ3391'S, R 1 E, ON PROPERTY OF THE LACOX BUTANE CORP. OF HAMMOND,
 BJ3391'LOUISIANA, MR. FRANK BLOSSMAN IN HAMMOND WAS CONTACTED, PHONE NUMBER
 BJ3391'345-3180.
 BJ3391'
 BJ3391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 408 AND 3034
 BJ3391'AT CENTRAL, INTERSECTION OF SULLIVAN ROAD AND HOOPER ROAD, GO
 BJ3391'NORTH-NORTHWEST ON SULLIVAN ROAD FOR 1.2 MILES TO A T-JUNCTION.  TURN
 BJ3391'RIGHT AND GO NORTH ON JOOR ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.
 BJ3391'TURN LEFT AND GO WEST ON CORE LANE FOR 1.6 MILES TO A T-JUNCTION.
 BJ3391'TURN RIGHT AND GO NORTHWEST AND NORTH ON BLACKWATER ROAD, STATE
 BJ3391'HIGHWAY 410, FOR 1.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 BJ3391'WEST ON DYER ROAD FOR 0.05 MILE TO TWO LARGE WHITE BUTANE TANKS OF
 BJ3391'THE LACOX CORP. ON THE RIGHT AND THE STATION ON THE RIGHT.
 BJ3391'
 BJ3391'THE STATION MARK IS A STANDARD DISK STAMPED DYER 1970, SET IN THE TOP
 BJ3391'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3391'SURFACE OF THE GROUND.  IT IS 70 FEET EAST OF THE CENTER OF A
 BJ3391'GRAVELED DRIVEWAY, 64 FEET NORTH OF THE CENTER OF DYER ROAD, 40.5
 BJ3391'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN LINK
 BJ3391'FENCE, 33 FEET NORTH OF A 20-INCH TREE AND 22 FEET SOUTH OF THE
 BJ3391'SOUTH PLANE OF THE CHAIN LINK FENCE AND A WITNESS POST.
 BJ3391'
 BJ3391'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DYER NO 1 1970, SET IN
 BJ3391'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ3391'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 82.5 FEET WEST OF A
 BJ3391'POWER POLE, 67.5 FEET WEST OF A CORNER FENCE POST, 39 FEET SOUTH
 BJ3391'OF THE CENTER OF DYER ROAD AND 1 FOOT NORTH OF A FENCE.
 BJ3391'
 BJ3391'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DYER NO 2 1970, SET IN
 BJ3391'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 BJ3391'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 73.5 FEET SOUTHWEST OF
 BJ3391'THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE, 54 FEET NORTH OF THE
 BJ3391'CENTER OF DYER ROAD, 24 FEET WEST OF THE CENTER OF THE GRAVELED
 BJ3391'DRIVEWAY AND 8 FEET EAST OF A 40-INCH TREE.
 BJ3391'
 BJ3391'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DYER 1970, SET IN THE TOP
 BJ3391'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ3391'SURFACE OF THE GROUND.  IT IS 60.5 FEET SOUTH OF THE CENTER OF A
 BJ3391'CATTLE GUARD IN GRAVELED DRIVEWAY, 1.7 FEET NORTHEAST OF A CORNER
 BJ3391'FENCE POST AND 1.7 FEET SOUTHEAST OF A METAL WITNESS POST.
 BJ3391'
 BJ3391'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF DYER ROAD AND
 BJ3391'BLACKWATER ROAD 0.05 MILE EAST OF THE STATION, GO SOUTH ON
 BJ3391'BLACKWATER ROAD FOR 0.35 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT.
 BJ3391'TURN RIGHT AND GO WEST ON THE GRAVELED DRIVEWAY FOR 0.1 MILE TO A
 BJ3391'CATTLE GUARD IN A FENCE LINE WHICH SURROUNDS THE HOME OF MR. K.C.
 BJ3391'HOLSTEIN AND THE AZIMUTH MARK ON THE LEFT AT THE OUTSIDE SOUTHEAST
 BJ3391'CORNER OF THE FENCED YARD.
 BJ3391'
 BJ3391'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ3391
 BJ3391                          STATION RECOVERY (1983)
 BJ3391
 BJ3391'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3391'4.8 KM (3 MI) NW FROM CENTRAL.
 BJ3391'ABOUT 2.1 KM (3.4 MILES) NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION
 BJ3391'WITH STATE HIGHWAY 408 WEST OF CENTRAL TO MCCULLOUGH ROAD ON THE LEFT,
 BJ3391'THENCE WEST ON MCCULLOUGH ROAD FOR ABOUT 3.1 KM (1.9 MILES) TO THE
 BJ3391'JUNCTION WITH BLACKWATER ROAD, STATE HIGHWAY 410, THENCE LEFT AND
 BJ3391'SOUTH ON BLACKWATER ROAD FOR ABOUT 0.8 KM (0.5 MILE) TO THE JUNCTION
 BJ3391'WITH DYER ROAD ON THE RIGHT, THENCE WEST ON DYER ROAD FOR ABOUT 0.08
 BJ3391'KM (0.05 MILE) TO THE BENCH MARK ON THE RIGHT AT TWO LARGE WHITE
 BJ3391'BUTANE TANKS, 21.3 METERS (70 FEET) EAST OF THE CENTER OF A GRAVELED
 BJ3391'DRIVE, 19.5 METERS (64 FEET) NORTH OF THE CENTER OF DYER ROAD, 12.3
 BJ3391'METERS (40.5 FEET) SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN LINK
 BJ3391'FENCE, 10.1 METERS (33 FEET) NORTH OF A 20-INCH TREE.
 BJ3391'THE MARK IS 6.71 METERS  S FROM A WITNESS POST.
 BJ3391'THE MARK IS ABOVE LEVEL WITH DYER ROAD.
 BJ3391
 BJ3391                          STATION RECOVERY (1987)
 BJ3391
 BJ3391'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3391'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 5.4 KM
 BJ3391'(3.4 MI) NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION WITH STATE
 BJ3391'HIGHWAY 408 WEST OF CENTRAL TO MCCULLOUGH ROAD ON THE LEFT, THENCE
 BJ3391'WEST ON MCCULLOUGH ROAD FOR 3.1 KM (1.9 MI) TO THE JUNCTION WITH
 BJ3391'BLACKWATER ROAD (STATE HIGHWAY 410) THENCE LEFT AND SOUTH ON
 BJ3391'BLACKWATER ROAD FOR 0.8 KM (0.5 MI) TO THE JUNCTION WITH DYER ROAD ON
 BJ3391'THE RIGHT, THENCE WEST ON DYER ROAD FOR 0.08 KM (0.05 MI) TO THE
 BJ3391'BENCH MARK ON THE RIGHT AT TWO LARGE BUTANE STORAGE TANKS, 21.3
 BJ3391'METERS (70 FT) EAST OF THE CENTER OF A GRAVELED DRIVE, 19.5 METERS
 BJ3391'(64 FT) NORTH OF THE CENTER OF DYER ROAD, 12.3 METERS (40.5 FT)
 BJ3391'SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AND 10 METERS
 BJ3391'(33 FT) NORTH OF A 20-INCH TREE.
 BJ3391'THE MARK IS 6.71 METERS  S FROM A WITNESS POST.
 BJ3391'THE MARK IS ABOVE LEVEL WITH DYER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3390 ***********************************************************************
 BJ3390  DESIGNATION -  DYER RM 1
 BJ3390  PID         -  BJ3390
 BJ3390  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3390  USGS QUAD   -  COMITE (1996)
 BJ3390
 BJ3390                         *CURRENT SURVEY CONTROL
 BJ3390  ___________________________________________________________________
 BJ3390* NAD 83(1986)-  30 35 52.     (N)    091 04 29.     (W)     SCALED    
 BJ3390* NAVD 88     -        22.826  (meters)      74.89   (feet)  ADJUSTED  
 BJ3390  ___________________________________________________________________
 BJ3390  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3390  DYNAMIC HT  -          22.796 (meters)      74.79  (feet)  COMP
 BJ3390  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ3390
 BJ3390  VERT ORDER  -  SECOND    CLASS I
 BJ3390
 BJ3390.The horizontal coordinates were scaled from a topographic map and have
 BJ3390.an estimated accuracy of +/- 6 seconds.
 BJ3390
 BJ3390.The orthometric height was determined by differential leveling
 BJ3390.and adjusted by the National Geodetic Survey in February 1994..
 BJ3390
 BJ3390.The geoid height was determined by GEOID03.
 BJ3390
 BJ3390.The dynamic height is computed by dividing the NAVD 88
 BJ3390.geopotential number by the normal gravity value computed on the
 BJ3390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3390.degrees latitude (g = 980.6199 gals.).
 BJ3390
 BJ3390.The modeled gravity was interpolated from observed gravity values.
 BJ3390
 BJ3390;                    North         East    Units  Estimated Accuracy
 BJ3390;SPC LA S     -   232,560.    1,024,800.      MT  (+/- 180 meters Scaled)
 BJ3390
 BJ3390                          SUPERSEDED SURVEY CONTROL
 BJ3390
 BJ3390.No superseded survey control is available for this station.
 BJ3390
 BJ3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP845866(NAD 83)
 BJ3390_MARKER: DR = REFERENCE MARK DISK
 BJ3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3390_SP_SET: CONCRETE POST
 BJ3390_STAMPING: DYER NO 1 1970
 BJ3390_MARK LOGO: NGS   
 BJ3390_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3390+STABILITY: SURFACE MOTION
 BJ3390
 BJ3390  HISTORY     - Date     Condition        Report By
 BJ3390  HISTORY     - 1970     MONUMENTED       NGS
 BJ3390  HISTORY     - 1983     GOOD             LADTD
 BJ3390  HISTORY     - 1987     GOOD             LA-033
 BJ3390
 BJ3390                          STATION DESCRIPTION
 BJ3390
 BJ3390'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3390'4.8 KM (3 MI) NW FROM CENTRAL.
 BJ3390'ABOUT 2.1 KM (3.4 MILES) NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION
 BJ3390'WITH STATE HIGHWAY 408 WEST OF CENTRAL TO MCCULLOUGH ROAD ON THE LEFT,
 BJ3390'THENCE WEST ON MCCULLOUGH ROAD FOR ABOUT 3.1 KM (1.9 MILES) TO THE
 BJ3390'JUNCTION WITH BLACKWATER ROAD, STATE HIGHWAY 410, THENCE LEFT AND
 BJ3390'SOUTH ON BLACKWATER ROAD FOR ABOUT 0.8 KM (0.5 MILE) TO THE JUNCTION
 BJ3390'WITH DYER ROAD ON THE RIGHT, THENCE WEST ON DYER ROAD FOR ABOUT 0.08
 BJ3390'KM (0.05 MILE) TO THE BENCH MARK ON THE LEFT ACROSS THE ROAD FROM TWO
 BJ3390'LARGE WHITE BUTANE TANKS, 25.2 METERS (82.5 FEET) WEST OF A POWER POLE
 BJ3390'20.6 METERS (67.5 FEET) WEST OF A CORNER FENCE POST.
 BJ3390'THE MARK IS 11.9 METERS  S FROM  THE CENTER OF DYER ROAD
 BJ3390'THE MARK IS 0.46 M BELOW DYER ROAD.
 BJ3390
 BJ3390                          STATION RECOVERY (1987)
 BJ3390
 BJ3390'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3390'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 5.4 KM
 BJ3390'(3.4 MI) NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION WITH STATE
 BJ3390'HIGHWAY 408 WEST OF CENTRAL TO MCCULLOUGH ROAD ON THE LEFT, THENCE
 BJ3390'WEST ON MCCULLOUGH ROAD FOR 3.1 KM (1.9 MI) TO THE JUNCTION WITH
 BJ3390'BLACKWATER ROAD (STATE HIGHWAY 410) THENCE LEFT AND SOUTH ON
 BJ3390'BLACKWATER ROAD FOR 0.8 KM (0.5 MI) TO THE JUNCTION WITH DYER ROAD ON
 BJ3390'THE RIGHT, THENCE WEST ON DYER ROAD FOR 0.08 KM (0.05 MI) TO THE
 BJ3390'BENCH MARK ON THE LEFT ACROSS THE ROAD FROM TWO LARGE BUTANE STORAGE
 BJ3390'TANKS, 25.2 METERS (82.5 FT) WEST OF A POWER POLE, 20.6 METERS (67.5
 BJ3390'FT) WEST OF A CORNER FENCE POST AND 12 METERS (39 FT) SOUTH FROM THE
 BJ3390'CENTER OF DYER ROAD.
 BJ3390'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3390'THE MARK IS 0.45 M BELOW DYER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3392 ***********************************************************************
 BJ3392  DESIGNATION -  DYER RM 2
 BJ3392  PID         -  BJ3392
 BJ3392  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3392  USGS QUAD   -  COMITE (1996)
 BJ3392
 BJ3392                         *CURRENT SURVEY CONTROL
 BJ3392  ___________________________________________________________________
 BJ3392* NAD 83(1986)-  30 35 53.     (N)    091 04 30.     (W)     SCALED    
 BJ3392* NAVD 88     -        22.788  (meters)      74.76   (feet)  ADJUSTED  
 BJ3392  ___________________________________________________________________
 BJ3392  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3392  DYNAMIC HT  -          22.758 (meters)      74.67  (feet)  COMP
 BJ3392  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ3392
 BJ3392  VERT ORDER  -  SECOND    CLASS I
 BJ3392
 BJ3392.The horizontal coordinates were scaled from a topographic map and have
 BJ3392.an estimated accuracy of +/- 6 seconds.
 BJ3392
 BJ3392.The orthometric height was determined by differential leveling
 BJ3392.and adjusted by the National Geodetic Survey in February 1994..
 BJ3392
 BJ3392.The geoid height was determined by GEOID03.
 BJ3392
 BJ3392.The dynamic height is computed by dividing the NAVD 88
 BJ3392.geopotential number by the normal gravity value computed on the
 BJ3392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3392.degrees latitude (g = 980.6199 gals.).
 BJ3392
 BJ3392.The modeled gravity was interpolated from observed gravity values.
 BJ3392
 BJ3392;                    North         East    Units  Estimated Accuracy
 BJ3392;SPC LA S     -   232,590.    1,024,770.      MT  (+/- 180 meters Scaled)
 BJ3392
 BJ3392                          SUPERSEDED SURVEY CONTROL
 BJ3392
 BJ3392.No superseded survey control is available for this station.
 BJ3392
 BJ3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP845866(NAD 83)
 BJ3392_MARKER: DR = REFERENCE MARK DISK
 BJ3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3392_SP_SET: CONCRETE POST
 BJ3392_STAMPING: DYER NO 2 1970
 BJ3392_MARK LOGO: NGS   
 BJ3392_PROJECTION: PROJECTING 3 CENTIMETERS
 BJ3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3392+STABILITY: SURFACE MOTION
 BJ3392
 BJ3392  HISTORY     - Date     Condition        Report By
 BJ3392  HISTORY     - 1970     MONUMENTED       NGS
 BJ3392  HISTORY     - 1983     GOOD             LADTD
 BJ3392  HISTORY     - 1987     GOOD             LA-033
 BJ3392
 BJ3392                          STATION DESCRIPTION
 BJ3392
 BJ3392'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3392'4.8 KM (3 MI) NW FROM CENTRAL.
 BJ3392'ABOUT 2.1 KM (3.4 MILES)  NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION
 BJ3392'WITH STATE HIGHWAY 408 WEST OF CENTRAL TO MCCULLOUGH ROAD ON THE LEFT,
 BJ3392'THENCE WEST ON MCCULLOUGH ROAD FOR ABOUT 3.1 KM (1.9 MILES) TO THE
 BJ3392'JUNCTION WITH BLACKWATER ROAD, STATE HIGHWAY 410, THENCE LEFT AND
 BJ3392'SOUTH ON BLACKWATER ROAD FOR ABOUT 0.8 KM (0.5 MILE) TO THE JUNCTION
 BJ3392'WITH DYER ROAD ON THE RIGHT, THENCE WEST ON DYER ROAD FOR ABOUT 0.08
 BJ3392'KM (0.05 MILE) TO THE BENCH MARK ON THE RIGHT AT TWO LARGE WHITE
 BJ3392'BUTANE TANKS, 22.4 METERS (73.5 FEET) SOUTHWEST OF THE SOUTHWEST
 BJ3392'CORNER OF A CHAIN LINK FENCE, 16.5 (54 FEET) NORTH OF THE CENTER OF
 BJ3392'DYER ROAD.
 BJ3392'THE MARK IS 7.32 METERS  W FROM  THE CENTER OF GRAVEL DRI
 BJ3392'THE MARK IS ABOVE LEVEL WITH DYER ROAD.
 BJ3392
 BJ3392                          STATION RECOVERY (1987)
 BJ3392
 BJ3392'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3392'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.4 KM (3.4
 BJ3392'MI) NORTH ON STATE HIGHWAY 946 FROM THE JUNCTION WITH STATE HIGHWAY
 BJ3392'408 WEST OF CENTRAL TO MCCULLOUGH ROAD ON THE LEFT, THENCE WEST ON
 BJ3392'MCCULLOUGH ROAD FOR ABOUT 3.1 KM (1.9 MI) TO THE JUNCTION WITH
 BJ3392'BLACKWATER ROAD (STATE HIGHWAY 410) THENCE LEFT AND SOUTH ON
 BJ3392'BLACKWATER ROAD FOR 0.8 KM (0.5 MI) TO THE JUNCTION WITH DYER ROAD ON
 BJ3392'THE RIGHT, THENCE WEST ON DYER ROAD FOR 0.08 KM (0.05 MI) TO THE
 BJ3392'BENCH MARK ON THE RIGHT AT TWO LARGE BUTANE STORAGE TANKS, 22.4
 BJ3392'METERS (73.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK
 BJ3392'FENCE, 16.5 METERS (54 FT) NORTH OF THE CENTER OF DYER ROAD AND 7.3
 BJ3392'METERS (24 FT) WEST OF THE CENTER OF A GRAVELED DRIVE.
 BJ3392'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ3392'THE MARK IS ABOVE LEVEL WITH DYER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2452 ***********************************************************************
 AU2452  DESIGNATION -  DYSON 1933
 AU2452  PID         -  AU2452
 AU2452  STATE/COUNTY-  LA/ST MARY
 AU2452  USGS QUAD   -  POINT AU FER NE (1994)
 AU2452
 AU2452                         *CURRENT SURVEY CONTROL
 AU2452  ___________________________________________________________________
 AU2452* NAD 83(1992)-  29 29 46.83434(N)    091 21 10.22708(W)     ADJUSTED  
 AU2452* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2452  ___________________________________________________________________
 AU2452  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2452  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AU2452
 AU2452  HORZ ORDER  -  THIRD
 AU2452
 AU2452.The horizontal coordinates were established by classical geodetic methods
 AU2452.and adjusted by the National Geodetic Survey in January 1993..
 AU2452
 AU2452.The orthometric height was scaled from a topographic map.
 AU2452
 AU2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2452
 AU2452.The geoid height was determined by GEOID03.
 AU2452
 AU2452;                    North         East     Units Scale Factor Converg.
 AU2452;SPC LA S     -   110,440.509   998,108.428   MT  0.99996425   -0 00 35.1
 AU2452;SPC LA S     -   362,336.90  3,274,627.40   sFT  0.99996425   -0 00 35.1
 AU2452;UTM  15      - 3,264,108.451   659,672.166   MT  0.99991459   +0 48 40.2
 AU2452
 AU2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2452!SPC LA S     -   1.00000396  x   0.99996425  =   0.99996821
 AU2452!UTM  15      -   1.00000396  x   0.99991459  =   0.99991855
 AU2452
 AU2452|---------------------------------------------------------------------|
 AU2452| PID    Reference Object                     Distance      Geod. Az  |
 AU2452|                                                           dddmmss.s |
 AU2452| AU2446 DYSON 2                              73.323 METERS 09113     |
 AU2452| AU2396 BELLE ISLE SALT WORKS STACK         APPROX. 5.4 KM 3133406.1 |
 AU2452|---------------------------------------------------------------------|
 AU2452
 AU2452                          SUPERSEDED SURVEY CONTROL
 AU2452
 AU2452  NAD 83(1986)-  29 29 46.85826(N)    091 21 10.22631(W) AD(       ) 3
 AU2452  NAD 27      -  29 29 46.08200(N)    091 21 09.83200(W) AD(       ) 3
 AU2452
 AU2452.Superseded values are not recommended for survey control.
 AU2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2452.See file dsdata.txt to determine how the superseded data were derived.
 AU2452
 AU2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5967264108(NAD 83)
 AU2452_MARKER: DS = TRIANGULATION STATION DISK
 AU2452_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2452_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2452
 AU2452  HISTORY     - Date     Condition        Report By
 AU2452  HISTORY     - 1933     MONUMENTED       CGS
 AU2452  HISTORY     - 1947     MARK NOT FOUND   BAKER
 AU2452  HISTORY     - 1948     GOOD             CGS
 AU2452  HISTORY     - 1957     GOOD             CGS
 AU2452  HISTORY     - 1960     POOR             CGS
 AU2452  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2452
 AU2452                          STATION DESCRIPTION
 AU2452
 AU2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2452'STATION IS APPROXIMATELY 5 MILES W OF THE MOUTH OF THE ATCHAFALAYA
 AU2452'RIVER ON A POINT OF LAND SE OF EAST BAY, 35 METERS (115 FEET)
 AU2452'S OF THE SHORE LINE OF EAST BAY, 125 METERS (410 FEET) N OF
 AU2452'THE SHORE LINE OF ATCHAFALAYA BAY, AND 70 METERS (230 FEET)
 AU2452'E OF THE END OF THE POINT WHICH IS COVERED WITH VERY HIGH MARSH
 AU2452'GRASS.
 AU2452'
 AU2452'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2452'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2452'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2452'DRIVEN INTO THE MARSH.
 AU2452'
 AU2452'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK, SET IN THE
 AU2452'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2452'PILE DRIVEN INTO THE MARSH, AND IS 23.308 METERS (76.47 FEET)
 AU2452'FROM THE STATION N 50 DEG E.
 AU2452'
 AU2452'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2452'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2452'PILE DRIVEN INTO THE MARSH, AND IS 26.655 METERS (87.45 FEET)
 AU2452'FROM THE STATION S 15 DEG E.
 AU2452
 AU2452                          STATION RECOVERY (1947)
 AU2452
 AU2452'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947 (GLB)
 AU2452'AREA THOROUGHLY SEARCHED AND TRIANGULATION NETWORK IN AGREEMENT
 AU2452'THAT STATION AND REFERENCE MARKS HAVE BEEN LOST.
 AU2452
 AU2452                          STATION RECOVERY (1948)
 AU2452
 AU2452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2452'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2452'
 AU2452'NEW REFERENCE MEASUREMENTS ARE AS FOLLOWS--
 AU2452'
 AU2452'STATION TO ATCHAFALAYA BAY IS 56 METERS.
 AU2452'
 AU2452'STATION TO EAST BAY IS 6.3 METERS.
 AU2452'
 AU2452'REFERENCE MARK 1 TO EAST BAY IS 3 METERS.
 AU2452'
 AU2452'REFERENCE MARK 2 TO ATCHAFALAYA BAY IS 23 METERS.
 AU2452'
 AU2452'REFERENCE MARK 2 TO EAST BAY IS 37 METERS.
 AU2452'
 AU2452'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 42.60 METERS.
 AU2452
 AU2452                          STATION RECOVERY (1957)
 AU2452
 AU2452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2452'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN FAIR
 AU2452'CONDITION.  THE MARSH ISLAND ON WHICH THE STATION IS LOCATED
 AU2452'HAS ERODED AND ALL THREE MARKS ARE NOW OFFSHORE.  A COMPLETE
 AU2452'NEW DESCRIPTION FOLLOWS--
 AU2452'
 AU2452'THE STATION IS LOCATED ON THE NORTH SHORE OF ATCHAFALAYA BAY
 AU2452'ON A POINT OF MARSH 4.8 MILES WEST OF THE MOUTH OF THE ATCHAFALAYA
 AU2452'RIVER, 3.7 MILES SOUTHEAST OF BELLE ISLE AND 0.4 MILE
 AU2452'WEST-SOUTHWEST OF THE MOUTH OF LITTLE HOG BAYOU ON THE SOUTHEAST
 AU2452'CORNER OF EAST BAY.
 AU2452'
 AU2452'THE STATION IS 41.0 FEET WEST-NORTHWEST OF THE MARSH POINT
 AU2452'AND 91 FEET SOUTH WEST OF THE BASE OF A GROUP OF WILLOWS
 AU2452'ON THE SHORE OF EAST BAY.  THE STATION IS A STANDARD DISK,
 AU2452'STAMPED DYSON 1933, SET IN THE TOP OF AN 8 INCH CIRCULAR
 AU2452'CONCRETE POST ATOP A 2 X 4 TIMBER IN THE GROUND.  THE MARK
 AU2452'PROJECTS ABOUT 3 FEET FROM THE BAY BOTTOM AND IS ABOUT ONE
 AU2452'FOOT ABOVE MHW.  IT IS SURROUNDED BY A CLUSTER OF SIGNAL
 AU2452'POLES, ETC., AND WILL LAST FOR A FEW MORE YEARS UNLESS IT IS
 AU2452'HIT BY A LOG OR OTHER HEAVY OBJECT.
 AU2452'
 AU2452'REFERENCE MARK ONE IS 76.9 FEET (23.43 METERS) SOUTH-SOUTHEAST
 AU2452'OF THE STATION AND 40 FEET SOUTH OF THE MARSH LINE.  IT IS A
 AU2452'STANDARD DISK STAMPED NO 1 IN THE TOP OF A CONCRETE POST 8 INCHES
 AU2452'SQUARE AND 16 INCHES LONG, ATOP A 2 X 4 TIMBER IN THE GROUND.
 AU2452'THE MONUMENT PROJECTS ABOUT 2 FEET ABOVE THE BOTTOM AND IS
 AU2452'ABOUT ONE FOOT ABOVE MHW.
 AU2452'
 AU2452'REFERENCE MARK TWO IS 87.7 FEET (26.73 METERS) NORTHEAST OF
 AU2452'THE STATION AND 35.5 FEET NORTHWEST OF THE BASE OF A LARGE
 AU2452'CLUSTER OF WILLOWS ON THE SHORE OF EAST BAY.  IT IS A STANDARD
 AU2452'DISK, STAMPED NO 2, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 AU2452'POST 16 INCHES LONG, ATOP A 2 X 4 TIMBER IN THE GROUND.  THE
 AU2452'MONUMENT PROJECTS ABOUT 30 INCHES ABOVE THE BOTTOM AND IS ABOUT
 AU2452'ONE FOOT ABOVE MHW.
 AU2452
 AU2452                          STATION RECOVERY (1960)
 AU2452
 AU2452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2452'STATION AND R.M.S RECOVERED IN POOR CONDITION.  ALL MARKS ARE
 AU2452'ABOUT 100 FEET OFF THE POINT IN THE WATER.  THE DESCRIPTION
 AU2452'IS ADEQUATE FOR REACHING THE STATION SITE.
 AU2452
 AU2452                          STATION RECOVERY (1961)
 AU2452
 AU2452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2452'THE STATION MARK WAS RECOVERED IN POOR CONDITION.  THE SHORELINE
 AU2452'HAS ERODED AWAY AND THE MARK IS ABOUT 130 FEET OFFSHORE.  THE
 AU2452'TWO REFERENCE MARKS WERE RECOVERED IN POOR CONDITION AND WERE
 AU2452'BOTH IN THE WATER.  THE STATION MARK WILL PROBABLY BE WASHED
 AU2452'OUT IN A FEW YEARS.
 AU2452'
 AU2452'A NEW STATION, DYSON 2 1961 AND TWO NEW REFERENCE MARKS WERE
 AU2452'ESTABLISHED ABOUT 240 FEET EAST OF THE OLD MARK.  THE OLD
 AU2452'MARK WAS NOT DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2446 ***********************************************************************
 AU2446  DESIGNATION -  DYSON 2
 AU2446  PID         -  AU2446
 AU2446  STATE/COUNTY-  LA/ST MARY
 AU2446  USGS QUAD   -  POINT AU FER NE (1994)
 AU2446
 AU2446                         *CURRENT SURVEY CONTROL
 AU2446  ___________________________________________________________________
 AU2446* NAD 83(1992)-  29 29 46.78395(N)    091 21 07.50556(W)     ADJUSTED  
 AU2446* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2446  ___________________________________________________________________
 AU2446  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2446  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AU2446
 AU2446  HORZ ORDER  -  THIRD
 AU2446
 AU2446.The horizontal coordinates were established by classical geodetic methods
 AU2446.and adjusted by the National Geodetic Survey in January 1993..
 AU2446.No horizontal observational check was made to the station.
 AU2446
 AU2446.The orthometric height was scaled from a topographic map.
 AU2446
 AU2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2446
 AU2446.The geoid height was determined by GEOID03.
 AU2446
 AU2446;                    North         East     Units Scale Factor Converg.
 AU2446;SPC LA S     -   110,438.945   998,181.732   MT  0.99996425   -0 00 33.8
 AU2446;SPC LA S     -   362,331.77  3,274,867.90   sFT  0.99996425   -0 00 33.8
 AU2446;UTM  15      - 3,264,107.938   659,745.482   MT  0.99991488   +0 48 41.6
 AU2446
 AU2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2446!SPC LA S     -   1.00000396  x   0.99996425  =   0.99996821
 AU2446!UTM  15      -   1.00000396  x   0.99991488  =   0.99991884
 AU2446
 AU2446|---------------------------------------------------------------------|
 AU2446| PID    Reference Object                     Distance      Geod. Az  |
 AU2446|                                                           dddmmss.s |
 AU2446| CV9755 DYSON 2 RM 3                         23.613 METERS 06143     |
 AU2446| CV9756 DYSON 2 RM 4                         21.772 METERS 12843     |
 AU2446| AU2452 DYSON 1933                           73.323 METERS 27113     |
 AU2446| AU2396 BELLE ISLE SALT WORKS STACK         APPROX. 5.4 KM 3130253.4 |
 AU2446|---------------------------------------------------------------------|
 AU2446
 AU2446                          SUPERSEDED SURVEY CONTROL
 AU2446
 AU2446  NAD 83(1986)-  29 29 46.80787(N)    091 21 07.50479(W) AD(       ) 3
 AU2446  NAD 27      -  29 29 46.03200(N)    091 21 07.11100(W) AD(       ) 3
 AU2446
 AU2446.Superseded values are not recommended for survey control.
 AU2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2446.See file dsdata.txt to determine how the superseded data were derived.
 AU2446
 AU2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5974564108(NAD 83)
 AU2446_MARKER: DS = TRIANGULATION STATION DISK
 AU2446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2446_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2446
 AU2446  HISTORY     - Date     Condition        Report By
 AU2446  HISTORY     - 1961     MONUMENTED       CGS
 AU2446
 AU2446                          STATION DESCRIPTION
 AU2446
 AU2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2446'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF MORGAN CITY,
 AU2446'ABOUT 3 MILES SOUTHEAST OF BELLE ISLE AND IS ON A POINT OF
 AU2446'MARSH LAND WHICH DIVIDES THE ATCHAFALAYA BAY AND EAST BAY.
 AU2446'IT IS ABOUT 48 FEET SOUTH SOUTHEAST OF THE NORTHERLY HIGH
 AU2446'WATER LINE, ABOUT 53 FEET NORTH OF THE SOUTHERLY HIGH WATER LINE
 AU2446'AND ABOUT 105 FEET EAST OF THE POINT.  IT IS 16.6 FEET EAST
 AU2446'NORTHEAST OF A 2 INCH PIPE DRIVEN INTO THE MARSH, 7.6 FEET
 AU2446'NORTHEAST OF AN 18 INCH WILLOW TREE AND 3.0 FEET WEST OF A
 AU2446'METAL WITNESS POST.  THE STATION IS MARKED BY A STANDARD DISK
 AU2446'STAMPED DYSON 2 1961 CLAMPED TO THE TOP OF A 5/8 INCH X 16
 AU2446'FOOT COPPER ROD DRIVEN INTO THE MARSH.  THE TOP PORTION OF
 AU2446'THE MARK IS ENCASED IN A 5 FOOT SECTION OF 6 INCH
 AU2446'ORANGEBURG PIPE FILLED WITH CONCRETE.  THE STATION PROJECTS
 AU2446'1-1/2 FEET ABOVE THE MARSH.
 AU2446'
 AU2446'R.M. 3 IS EAST NORTHEAST OF THE STATION AND ABOUT 53 FEET
 AU2446'SOUTH OF THE NORTHERLY HIGH WATER LINE.  IT IS MARKED BY A
 AU2446'STANDARD DISK STAMPED DYSON 2 NO 3 1961, BRAZED IN THE TOP
 AU2446'OF A 2-1/2 INCH CAST IRON PIPE WHICH PROJECTS 2-1/2 FEET
 AU2446'ABOVE THE MARSH.  THE CAST IRON PIPE WAS DRIVEN 7-1/2 FEET
 AU2446'INTO THE MARSH AND ENCASED IN CONCRETE.
 AU2446'
 AU2446'R.M. 4 IS SOUTHEAST OF THE STATION AND ABOUT 41 FEET NORTH
 AU2446'OF THE SOUTHERLY HIGH WATER LINE.  IT IS MARKED BY A STANDARD DISK
 AU2446'STAMPED DYSON 2 NO 4 1961 BRAZED IN THE TOP OF A 2-1/2 INCH
 AU2446'CAST IRON PIPE WHICH PROJECTS 2-1/2 FEET ABOVE THE MARSH.
 AU2446'THE CAST IRON PIPE WAS DRIVEN 7-1/2 FEET INTO THE MARSH
 AU2446'AND ENCASED IN CONCRETE.
 AU2446'
 AU2446'STATION CAN BE REACHED ONLY BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1991 ***********************************************************************
 BX1991  DESIGNATION -  E 100
 BX1991  PID         -  BX1991
 BX1991  STATE/COUNTY-  LA/VERNON
 BX1991  USGS QUAD   -  LEESVILLE (1994)
 BX1991
 BX1991                         *CURRENT SURVEY CONTROL
 BX1991  ___________________________________________________________________
 BX1991* NAD 83(1986)-  31 12 19.     (N)    093 18 52.     (W)     SCALED    
 BX1991* NAVD 88     -        85.176  (meters)     279.45   (feet)  ADJUSTED  
 BX1991  ___________________________________________________________________
 BX1991  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BX1991  DYNAMIC HT  -          85.070 (meters)     279.10  (feet)  COMP
 BX1991  MODELED GRAV-     979,393.4   (mgal)                       NAVD 88
 BX1991
 BX1991  VERT ORDER  -  SECOND    CLASS 0
 BX1991
 BX1991.The horizontal coordinates were scaled from a topographic map and have
 BX1991.an estimated accuracy of +/- 6 seconds.
 BX1991
 BX1991.The orthometric height was determined by differential leveling
 BX1991.and adjusted by the National Geodetic Survey in February 1994..
 BX1991
 BX1991.The geoid height was determined by GEOID03.
 BX1991
 BX1991.The dynamic height is computed by dividing the NAVD 88
 BX1991.geopotential number by the normal gravity value computed on the
 BX1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1991.degrees latitude (g = 980.6199 gals.).
 BX1991
 BX1991.The modeled gravity was interpolated from observed gravity values.
 BX1991
 BX1991;                    North         East    Units  Estimated Accuracy
 BX1991;SPC LA N     -    78,490.      922,390.      MT  (+/- 180 meters Scaled)
 BX1991
 BX1991                          SUPERSEDED SURVEY CONTROL
 BX1991
 BX1991  NGVD 29 (??/??/??)   85.276  (m)          279.78   (f) ADJUSTED    2 0
 BX1991
 BX1991.Superseded values are not recommended for survey control.
 BX1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1991.See file dsdata.txt to determine how the superseded data were derived.
 BX1991
 BX1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ700523(NAD 83)
 BX1991_MARKER: DB = BENCH MARK DISK
 BX1991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX1991_SP_SET: HEADWALL
 BX1991_STAMPING: E 100 1935
 BX1991_MARK LOGO: CGS   
 BX1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1991+STABILITY: SURFACE MOTION
 BX1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1991+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 BX1991
 BX1991  HISTORY     - Date     Condition        Report By
 BX1991  HISTORY     - 1935     MONUMENTED       CGS
 BX1991  HISTORY     - 1975     GOOD             LADTD
 BX1991  HISTORY     - 19890815 GOOD             LADTD
 BX1991  HISTORY     - 19940611 GOOD             USPSQD
 BX1991  HISTORY     - 20010331 GOOD             NGS
 BX1991
 BX1991                          STATION DESCRIPTION
 BX1991
 BX1991'DESCRIBED BY LA TRANSP AND DEV 1975
 BX1991'5.80 MI N FROM LEESVILLE.
 BX1991'LOCATED ABOUT 5.80 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX1991'THE COURTHOUSE IN LEESVILLE.  4.30 MILES NORTH OF THE INTERSECTION OF
 BX1991'UNITED STATES HIGHWAY 171 AND LOUISIANA HIGHWAY 8.  1.05 MILES NORTH
 BX1991'OF B.M. C 3327.  IN THE TOP OF THE EAST END AND ON THE SOUTHEAST
 BX1991'CORNER OF A DOUBLE BARREL 5 FOOT X 5 FOOT CONCRETE BOX CULVERT UNDER
 BX1991'THE KANSAS CITY SOUTHERN RAILROAD TRACK.  76 FEET WEST OF THE CENTER
 BX1991'OF UNITED STATES HIGHWAY 171.  SET FLUSH WITH THE TOP OF THE HEADWALL.
 BX1991'A STEEL WITNESS POST IS SET 2 FEET SOUTHEAST OF THE MARK.
 BX1991
 BX1991                          STATION RECOVERY (1989)
 BX1991
 BX1991'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX1991'THE STATION IS LOCATED ABOUT 45.6 KM (28.3 MI) SOUTH OF MANY AND 6.8
 BX1991'KM (4.2 MI) NORTH OF LEESVILLE.  OWNERSHIP-- KANSAS CITY SOUTHERN
 BX1991'RAILROAD.
 BX1991'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX1991'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO NORTH FOR 6.8 KM
 BX1991'(4.2 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT SET IN A CONCRETE
 BX1991'HEADWALL OF A DOUBLE CULVERT UNDER THE RAILROAD TRACKS.
 BX1991'THE STATION IS 0.32 KM (0.20 MI) SOUTHEAST FROM RAILROAD MILEPOST 662,
 BX1991'3.7 M (12.1 FT) NORTHEAST FROM THE NORTHEAST RAIL OF THE RAILROAD AND
 BX1991'0.31 M (1.02 FT) NORTH FROM THE SOUTH END OF THE HEADWALL.  THE
 BX1991'STATION IS ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACKS.
 BX1991
 BX1991                          STATION RECOVERY (1994)
 BX1991
 BX1991'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1991'RECOVERED IN GOOD CONDITION.
 BX1991
 BX1991                          STATION RECOVERY (2001)
 BX1991
 BX1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1991'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2177 ***********************************************************************
 BX2177  DESIGNATION -  E 102
 BX2177  PID         -  BX2177
 BX2177  STATE/COUNTY-  LA/DE SOTO
 BX2177  USGS QUAD   -  TRENTON (1995)
 BX2177
 BX2177                         *CURRENT SURVEY CONTROL
 BX2177  ___________________________________________________________________
 BX2177* NAD 83(1986)-  31 56 23.     (N)    093 38 20.     (W)     SCALED    
 BX2177* NAVD 88     -        77.08   (+/-2cm)     252.9    (feet)  VERTCON   
 BX2177  ___________________________________________________________________
 BX2177  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BX2177
 BX2177  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2177
 BX2177.The horizontal coordinates were scaled from a topographic map and have
 BX2177.an estimated accuracy of +/- 6 seconds.
 BX2177
 BX2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2177.The vertical order pertains to the NGVD 29 superseded value.
 BX2177
 BX2177.The geoid height was determined by GEOID03.
 BX2177
 BX2177;                    North         East    Units  Estimated Accuracy
 BX2177;SPC LA N     -   160,200.      892,320.      MT  (+/- 180 meters Scaled)
 BX2177
 BX2177                          SUPERSEDED SURVEY CONTROL
 BX2177
 BX2177  NGVD 29 (??/??/??)   77.126  (m)          253.04   (f) ADJUSTED    1 2
 BX2177
 BX2177.Superseded values are not recommended for survey control.
 BX2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2177.See file dsdata.txt to determine how the superseded data were derived.
 BX2177
 BX2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR396339(NAD 83)
 BX2177_MARKER: DB = BENCH MARK DISK
 BX2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2177_STAMPING: E-102-1938
 BX2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2177+STABILITY: SURFACE MOTION
 BX2177
 BX2177  HISTORY     - Date     Condition        Report By
 BX2177  HISTORY     - 1938     MONUMENTED       CGS
 BX2177  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 BX2177
 BX2177                          STATION DESCRIPTION
 BX2177
 BX2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2177'0.8 MI NW FROM OXFORD.
 BX2177'ABOUT 0.8 MILE NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2177'STATION AT OXFORD, DE SOTO PARISH, ABOUT 6 POLES SOUTHEAST OF MILEPOST
 BX2177'280, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK, 18 FEET
 BX2177'SOUTHEAST OF A 30-INCH PINE TREE LEANING ABOUT 10 DEG NORTHEAST, AND
 BX2177'AT THE SOUTHWEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 102
 BX2177'1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX2177
 BX2177                          STATION RECOVERY (1997)
 BX2177
 BX2177'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2015 ***********************************************************************
 CQ2015  DESIGNATION -  E 103
 CQ2015  PID         -  CQ2015
 CQ2015  STATE/COUNTY-  LA/BOSSIER
 CQ2015  USGS QUAD   -  EASTWOOD (1975)
 CQ2015
 CQ2015                         *CURRENT SURVEY CONTROL
 CQ2015  ___________________________________________________________________
 CQ2015* NAD 83(1986)-  32 31 58.     (N)    093 30 33.     (W)     SCALED    
 CQ2015* NAVD 88     -        72.094  (meters)     236.53   (feet)  ADJUSTED  
 CQ2015  ___________________________________________________________________
 CQ2015  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2015  DYNAMIC HT  -          72.012 (meters)     236.26  (feet)  COMP
 CQ2015  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 CQ2015
 CQ2015  VERT ORDER  -  FIRST     CLASS I
 CQ2015
 CQ2015.The horizontal coordinates were scaled from a topographic map and have
 CQ2015.an estimated accuracy of +/- 6 seconds.
 CQ2015
 CQ2015.The orthometric height was determined by differential leveling
 CQ2015.and adjusted by the National Geodetic Survey in June 1991..
 CQ2015.WARNING-Repeat measurements at this control monument indicate possible
 CQ2015.vertical movement.
 CQ2015
 CQ2015.The geoid height was determined by GEOID03.
 CQ2015
 CQ2015.The dynamic height is computed by dividing the NAVD 88
 CQ2015.geopotential number by the normal gravity value computed on the
 CQ2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2015.degrees latitude (g = 980.6199 gals.).
 CQ2015
 CQ2015.The modeled gravity was interpolated from observed gravity values.
 CQ2015
 CQ2015;                    North         East    Units  Estimated Accuracy
 CQ2015;SPC LA N     -   225,830.      905,200.      MT  (+/- 180 meters Scaled)
 CQ2015
 CQ2015                          SUPERSEDED SURVEY CONTROL
 CQ2015
 CQ2015  NGVD 29 (??/??/??)   72.168  (m)          236.77   (f) ADJUSTED    1 1
 CQ2015
 CQ2015.Superseded values are not recommended for survey control.
 CQ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2015.See file dsdata.txt to determine how the superseded data were derived.
 CQ2015
 CQ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR521996(NAD 83)
 CQ2015_MARKER: DB = BENCH MARK DISK
 CQ2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2015_SP_SET: CONCRETE POST
 CQ2015_STAMPING: E 103 1938
 CQ2015_MARK LOGO: CGS   
 CQ2015_PROJECTION: FLUSH
 CQ2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2015+STABILITY: SURFACE MOTION
 CQ2015
 CQ2015  HISTORY     - Date     Condition        Report By
 CQ2015  HISTORY     - 1938     MONUMENTED       CGS
 CQ2015  HISTORY     - 1969     GOOD             CGS
 CQ2015  HISTORY     - 1978     MARK NOT FOUND   LADTD
 CQ2015  HISTORY     - 1985     GOOD             LADTD
 CQ2015
 CQ2015                          STATION DESCRIPTION
 CQ2015
 CQ2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2015'0.3 MI W FROM HAUGHTON.
 CQ2015'ABOUT 0.3 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ2015'OFFICE AT HAUGHTON, 0.45 MILE EAST OF THE CROSSING OF THE RAILROAD AND
 CQ2015'STATE HIGHWAY 157, 30 FEET NORTH OF MILEPOST 154, 38 1/2 FEET NORTH OF
 CQ2015'THE NORTH RAIL, 90 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE
 CQ2015'RAILROAD AND A PRIVATE ROAD, 63 1/2 FEET SOUTHEAST OF THE CENTER LINE
 CQ2015'OF A GRAVELED DRIVEWAY, 4 1/2 FEET WEST OF TELEPHONE POLE NUMBER 11135
 CQ2015'WHICH IS BRACED BY A GUY WIRE, 1.4 FEET EAST OF A METAL WITNESS POST,
 CQ2015'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CQ2015'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ2015'SEC 21, T 18N, R 11W.
 CQ2015
 CQ2015                          STATION RECOVERY (1978)
 CQ2015
 CQ2015'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 CQ2015'MARK NOT FOUND.
 CQ2015
 CQ2015                          STATION RECOVERY (1985)
 CQ2015
 CQ2015'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ2015'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CQ2015'0.9 KM (0.55 MI) WEST ON STATE HIGHWAY 614 FROM THE POST OFFICE TO
 CQ2015'THE INTERSECTION OF STATE HIGHWAYS 614 AND 157, THENCE 0.24 KM
 CQ2015'(0.15MI SOUTH (LEFT) ON STATE HIGHWAY 157 TO THE INTERSECTION OF
 CQ2015'STATE HIGHWAY 157 AND WEST JACKSON STREET, THENCE EAST (LEFT) FOR
 CQ2015'0.55 KM (0.35 MI) ON WEST JACKSON STREET TO THE MARK ON THE LEFT NEAR
 CQ2015'THE ILLINOIS CENTRAL RAILROAD IN THE 1/4 SECTION 21, T 18 N, R 11 W,
 CQ2015'27 METERS (90 FEET) NORTHEAST OF THE CENTER OF THE CROSSING OF THE
 CQ2015'RAILROAD AND A PRIVATE ROAD, 20 METERS (64 FEET) SOUTHEAST OF THE
 CQ2015'CENTER OF A GRAVELED DRIVEWAY, 12 METERS (39 FEET) NORTH OF NORTH
 CQ2015'RAIL, 2 METERS (5 FEET) WEST OF TELEPHONE POLE NO. 11135 WITCH IS
 CQ2015'BRACED BY A GUY WIRE, AND 0.09 METERS (0.30 FEET) NORTH OF NILE POST
 CQ2015'154.
 CQ2015'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CQ2015'THE MARK IS 0.90 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1027 ***********************************************************************
 CQ1027  DESIGNATION -  E 104
 CQ1027  PID         -  CQ1027
 CQ1027  STATE/COUNTY-  LA/BIENVILLE
 CQ1027  USGS QUAD   -  ARCADIA (1994)
 CQ1027
 CQ1027                         *CURRENT SURVEY CONTROL
 CQ1027  ___________________________________________________________________
 CQ1027* NAD 83(1986)-  32 33 26.     (N)    092 57 09.     (W)     SCALED    
 CQ1027* NAVD 88     -        96.92   (+/-2cm)     318.0    (feet)  VERTCON   
 CQ1027  ___________________________________________________________________
 CQ1027  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ1027
 CQ1027  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1027
 CQ1027.The horizontal coordinates were scaled from a topographic map and have
 CQ1027.an estimated accuracy of +/- 6 seconds.
 CQ1027
 CQ1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1027.The vertical order pertains to the NGVD 29 superseded value.
 CQ1027
 CQ1027.The geoid height was determined by GEOID03.
 CQ1027
 CQ1027;                    North         East    Units  Estimated Accuracy
 CQ1027;SPC LA N     -   228,190.      957,500.      MT  (+/- 180 meters Scaled)
 CQ1027
 CQ1027                          SUPERSEDED SURVEY CONTROL
 CQ1027
 CQ1027  NGVD 29 (??/??/??)   96.996  (m)          318.23   (f) ADJUSTED    1 2
 CQ1027
 CQ1027.Superseded values are not recommended for survey control.
 CQ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1027.See file dsdata.txt to determine how the superseded data were derived.
 CQ1027
 CQ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS044022(NAD 83)
 CQ1027_MARKER: DB = BENCH MARK DISK
 CQ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1027_STAMPING: E 104 1938
 CQ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1027+STABILITY: SURFACE MOTION
 CQ1027
 CQ1027  HISTORY     - Date     Condition        Report By
 CQ1027  HISTORY     - 1938     MONUMENTED       CGS
 CQ1027  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1027
 CQ1027                          STATION DESCRIPTION
 CQ1027
 CQ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1027'1.9 MI W FROM ARCADIA.
 CQ1027'1.9 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CQ1027'THE STATION AT ARCADIA, BIENVILLE PARISH, ABOUT 2 POLES EAST OF
 CQ1027'MILEPOST 121, AT SULPHUR SPRINGS FARM, AT THE WEST END OF A SHARP
 CQ1027'CURVE, 27 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF POLES,
 CQ1027'AND ABOUT 9 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 104
 CQ1027'1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1644 ***********************************************************************
 CQ1644  DESIGNATION -  E 105
 CQ1644  PID         -  CQ1644
 CQ1644  STATE/COUNTY-  LA/DE SOTO
 CQ1644  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ1644
 CQ1644                         *CURRENT SURVEY CONTROL
 CQ1644  ___________________________________________________________________
 CQ1644* NAD 83(1986)-  32 02 35.     (N)    093 35 44.     (W)     SCALED    
 CQ1644* NAVD 88     -        89.73   (+/-2cm)     294.4    (feet)  VERTCON   
 CQ1644  ___________________________________________________________________
 CQ1644  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ1644
 CQ1644  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1644
 CQ1644.The horizontal coordinates were scaled from a topographic map and have
 CQ1644.an estimated accuracy of +/- 6 seconds.
 CQ1644
 CQ1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1644.The vertical order pertains to the NGVD 29 superseded value.
 CQ1644
 CQ1644.The geoid height was determined by GEOID03.
 CQ1644
 CQ1644;                    North         East    Units  Estimated Accuracy
 CQ1644;SPC LA N     -   171,610.      896,540.      MT  (+/- 180 meters Scaled)
 CQ1644
 CQ1644                          SUPERSEDED SURVEY CONTROL
 CQ1644
 CQ1644  NGVD 29 (??/??/??)   89.790  (m)          294.59   (f) ADJUSTED    1 2
 CQ1644
 CQ1644.Superseded values are not recommended for survey control.
 CQ1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1644.See file dsdata.txt to determine how the superseded data were derived.
 CQ1644
 CQ1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR437453(NAD 83)
 CQ1644_MARKER: DB = BENCH MARK DISK
 CQ1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1644_STAMPING: E 105 1938
 CQ1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1644+STABILITY: SURFACE MOTION
 CQ1644
 CQ1644  HISTORY     - Date     Condition        Report By
 CQ1644  HISTORY     - 1938     MONUMENTED       CGS
 CQ1644  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1644  HISTORY     - 19961214 MARK NOT FOUND   USPSQD
 CQ1644
 CQ1644                          STATION DESCRIPTION
 CQ1644
 CQ1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1644'7.0 MI E FROM MANSFIELD.
 CQ1644'7.0 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN
 CQ1644'RAILWAY STATION AT MANSFIELD, DE SOTO PARISH, 1.0 MILE WEST OF
 CQ1644'NABORTON, ON THE TOP OF A HILL, 46 FEET EAST OF THE CENTERLINE OF A
 CQ1644'Y-ROAD LEADING SOUTHWEST, 60 FEET SOUTH OF THE CENTERLINE OF THE
 CQ1644'HIGHWAY, AND 9 FEET WEST OF AN 18-INCH PINE TREE.  A STANDARD DISK,
 CQ1644'STAMPED E 105 1938 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1644
 CQ1644                          STATION RECOVERY (1974)
 CQ1644
 CQ1644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1644'MARK NOT FOUND.
 CQ1644
 CQ1644                          STATION RECOVERY (1996)
 CQ1644
 CQ1644'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1331 ***********************************************************************
 BW1331  DESIGNATION -  E 108
 BW1331  PID         -  BW1331
 BW1331  STATE/COUNTY-  LA/CONCORDIA
 BW1331  USGS QUAD   -  FAIRVIEW (1983)
 BW1331
 BW1331                         *CURRENT SURVEY CONTROL
 BW1331  ___________________________________________________________________
 BW1331* NAD 83(1986)-  31 16 45.     (N)    091 33 50.     (W)     SCALED    
 BW1331* NAVD 88     -        17.05   (+/-2cm)      55.9    (feet)  VERTCON   
 BW1331  ___________________________________________________________________
 BW1331  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BW1331
 BW1331  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1331
 BW1331.The horizontal coordinates were scaled from a topographic map and have
 BW1331.an estimated accuracy of +/- 6 seconds.
 BW1331
 BW1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1331.The vertical order pertains to the NGVD 29 superseded value.
 BW1331
 BW1331.The geoid height was determined by GEOID03.
 BW1331
 BW1331;                    North         East    Units  Estimated Accuracy
 BW1331;SPC LA N     -    86,780.    1,089,140.      MT  (+/- 180 meters Scaled)
 BW1331
 BW1331                          SUPERSEDED SURVEY CONTROL
 BW1331
 BW1331  NGVD 29 (??/??/92)   17.029  (m)           55.87   (f) ADJ UNCH    1 2
 BW1331
 BW1331.Superseded values are not recommended for survey control.
 BW1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1331.See file dsdata.txt to determine how the superseded data were derived.
 BW1331
 BW1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ367614(NAD 83)
 BW1331_MARKER: DB = BENCH MARK DISK
 BW1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1331_STAMPING: E 108 1938
 BW1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1331+STABILITY: SURFACE MOTION
 BW1331
 BW1331  HISTORY     - Date     Condition        Report By
 BW1331  HISTORY     - 1938     MONUMENTED       CGS
 BW1331  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1331
 BW1331                          STATION DESCRIPTION
 BW1331
 BW1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1331'5.25 MI E FROM SLOCUM.
 BW1331'5-1/4 MILES EAST ALONG STATE HIGHWAY 49 FROM SLOCUM, CONCORDIA PARISH,
 BW1331'49 FEET SOUTH OF THE FRONT OF SHILOH (ST. PAULS) CHURCH, 40 FEET
 BW1331'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 50 FEET FROM A ROAD
 BW1331'LEADING TO THE MAIN LEVEE, AND 54 FEET EAST OF A 40-INCH PECAN TREE. A
 BW1331'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 BW1331
 BW1331                          STATION RECOVERY (1966)
 BW1331
 BW1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0786 ***********************************************************************
 CQ0786  DESIGNATION -  E 115
 CQ0786  PID         -  CQ0786
 CQ0786  STATE/COUNTY-  LA/CALDWELL
 CQ0786  USGS QUAD   -  LUNA (1982)
 CQ0786
 CQ0786                         *CURRENT SURVEY CONTROL
 CQ0786  ___________________________________________________________________
 CQ0786* NAD 83(1986)-  32 16 03.     (N)    092 10 44.     (W)     SCALED    
 CQ0786* NAVD 88     -        47.02   (+/-2cm)     154.3    (feet)  VERTCON   
 CQ0786  ___________________________________________________________________
 CQ0786  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0786
 CQ0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0786
 CQ0786.The horizontal coordinates were scaled from a topographic map and have
 CQ0786.an estimated accuracy of +/- 6 seconds.
 CQ0786
 CQ0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0786.The vertical order pertains to the NGVD 29 superseded value.
 CQ0786
 CQ0786.The geoid height was determined by GEOID03.
 CQ0786
 CQ0786;                    North         East    Units  Estimated Accuracy
 CQ0786;SPC LA N     -   196,020.    1,030,250.      MT  (+/- 180 meters Scaled)
 CQ0786
 CQ0786                          SUPERSEDED SURVEY CONTROL
 CQ0786
 CQ0786  NGVD 29 (??/??/??)   47.051  (m)          154.37   (f) ADJUSTED    2 0
 CQ0786
 CQ0786.Superseded values are not recommended for survey control.
 CQ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0786.See file dsdata.txt to determine how the superseded data were derived.
 CQ0786
 CQ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR773703(NAD 83)
 CQ0786_MARKER: DB = BENCH MARK DISK
 CQ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0786_STAMPING: E 115 1949
 CQ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0786+STABILITY: SURFACE MOTION
 CQ0786
 CQ0786  HISTORY     - Date     Condition        Report By
 CQ0786  HISTORY     - 1949     MONUMENTED       CGS
 CQ0786  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0786
 CQ0786                          STATION DESCRIPTION
 CQ0786
 CQ0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0786'6.75 MI NE FROM VIXEN.
 CQ0786'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0786'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.7
 CQ0786'MILES EAST ALONG A PARISH ROAD, THENCE 1.0 MILE NORTH ALONG A PARISH
 CQ0786'ROAD, THENCE 0.8 MILE EAST ALONG A WOODS ROAD, THENCE 1.15 MILES
 CQ0786'SOUTHEAST ALONG A WOODS ROAD.  AT AN S-CURVE, ON A SIDE HILL SLOPING
 CQ0786'DOWN TO THE WEST, 32 FEET WEST OF A 12-INCH PINE WITH A TRIANGULAR
 CQ0786'BLAZE ON THE WEST SIDE OF THE TREE, 18 FEET WEST OF THE CENTER LINE OF
 CQ0786'THE ROAD, 12 FEET SOUTHEAST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE
 CQ0786'ON THE EAST SIDE OF THE TREE, 2 FEET NORTH OF A REFERENCE POST, SET IN
 CQ0786'THE TOP OF A CONCRETE POST AT A DEPTH OF 4 FEET AND PROJECTING 0.3
 CQ0786'FOOT ABOVE THE GROUND.
 CQ0786
 CQ0786                          STATION RECOVERY (1977)
 CQ0786
 CQ0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0592 ***********************************************************************
 CQ0592  DESIGNATION -  E 116
 CQ0592  PID         -  CQ0592
 CQ0592  STATE/COUNTY-  LA/OUACHITA
 CQ0592  USGS QUAD   -  LUNA (1982)
 CQ0592
 CQ0592                         *CURRENT SURVEY CONTROL
 CQ0592  ___________________________________________________________________
 CQ0592* NAD 83(1986)-  32 17 53.     (N)    092 13 07.     (W)     SCALED    
 CQ0592* NAVD 88     -        22.11   (+/-2cm)      72.5    (feet)  VERTCON   
 CQ0592  ___________________________________________________________________
 CQ0592  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0592
 CQ0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0592
 CQ0592.The horizontal coordinates were scaled from a topographic map and have
 CQ0592.an estimated accuracy of +/- 6 seconds.
 CQ0592
 CQ0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0592.The vertical order pertains to the NGVD 29 superseded value.
 CQ0592
 CQ0592.The geoid height was determined by GEOID03.
 CQ0592
 CQ0592;                    North         East    Units  Estimated Accuracy
 CQ0592;SPC LA N     -   199,400.    1,026,500.      MT  (+/- 180 meters Scaled)
 CQ0592
 CQ0592                          SUPERSEDED SURVEY CONTROL
 CQ0592
 CQ0592  NGVD 29 (??/??/??)   22.150  (m)           72.67   (f) ADJUSTED    2 0
 CQ0592
 CQ0592.Superseded values are not recommended for survey control.
 CQ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0592.See file dsdata.txt to determine how the superseded data were derived.
 CQ0592
 CQ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR735737(NAD 83)
 CQ0592_MARKER: DB = BENCH MARK DISK
 CQ0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0592_STAMPING: E 116 1949
 CQ0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0592+STABILITY: SURFACE MOTION
 CQ0592
 CQ0592  HISTORY     - Date     Condition        Report By
 CQ0592  HISTORY     - 1949     MONUMENTED       CGS
 CQ0592
 CQ0592                          STATION DESCRIPTION
 CQ0592
 CQ0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0592'1.9 MI S FROM LUNA.
 CQ0592'1.9 MILES SOUTH ALONG STATE HIGHWAY 1496 FROM THE JUNCTION OF STATE
 CQ0592'HIGHWAYS 1496 AND 200 AT LUNA, AT A Y ROAD JUNCTION, 173 FEET
 CQ0592'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER CYPRESS CREEK, 71
 CQ0592'FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 44 FEET
 CQ0592'NORTHEAST OF THE CENTER LINE OF A SIDE ROAD LEADING NORTHWEST, 1.5
 CQ0592'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ0592'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0829 ***********************************************************************
 CQ0829  DESIGNATION -  E 117
 CQ0829  PID         -  CQ0829
 CQ0829  STATE/COUNTY-  LA/CALDWELL
 CQ0829  USGS QUAD   -  BLANKSTON (1989)
 CQ0829
 CQ0829                         *CURRENT SURVEY CONTROL
 CQ0829  ___________________________________________________________________
 CQ0829* NAD 83(1986)-  32 10 23.     (N)    092 07 30.     (W)     SCALED    
 CQ0829* NAVD 88     -        44.66   (+/-2cm)     146.5    (feet)  VERTCON   
 CQ0829  ___________________________________________________________________
 CQ0829  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0829
 CQ0829  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0829
 CQ0829.The horizontal coordinates were scaled from a topographic map and have
 CQ0829.an estimated accuracy of +/- 6 seconds.
 CQ0829
 CQ0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0829.The vertical order pertains to the NGVD 29 superseded value.
 CQ0829
 CQ0829.The geoid height was determined by GEOID03.
 CQ0829
 CQ0829;                    North         East    Units  Estimated Accuracy
 CQ0829;SPC LA N     -   185,560.    1,035,370.      MT  (+/- 180 meters Scaled)
 CQ0829
 CQ0829                          SUPERSEDED SURVEY CONTROL
 CQ0829
 CQ0829  NGVD 29 (??/??/??)   44.682  (m)          146.59   (f) ADJUSTED    1 2
 CQ0829
 CQ0829.Superseded values are not recommended for survey control.
 CQ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0829.See file dsdata.txt to determine how the superseded data were derived.
 CQ0829
 CQ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR824599(NAD 83)
 CQ0829_MARKER: DB = BENCH MARK DISK
 CQ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0829_STAMPING: E 117 1949
 CQ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0829+STABILITY: SURFACE MOTION
 CQ0829
 CQ0829  HISTORY     - Date     Condition        Report By
 CQ0829  HISTORY     - 1949     MONUMENTED       CGS
 CQ0829  HISTORY     - 1966     GOOD             CGS
 CQ0829  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0829
 CQ0829                          STATION DESCRIPTION
 CQ0829
 CQ0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0829'6.9 MI NE FROM MOUNT PLEASANT.
 CQ0829'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0829'CHURCH AT MOUNT PLEASANT, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY
 CQ0829'1636, THENCE 1.1 MILES NORTHEAST ALONG A COUNTRY ROAD, THENCE 1.8
 CQ0829'MILES SOUTHEAST ALONG A COUNTRY ROAD.  AT THE TOP OF A HILL, 0.6 MILE
 CQ0829'SOUTHEAST OF A ROAD INTERSECTION, 22 FEET SOUTHWEST OF THE CENTER LINE
 CQ0829'OF THE ROAD, 22 FEET NORTHEAST OF AN 8 INCH TRIANGULAR BLAZED OAK
 CQ0829'TREE, 9 FEET NORTHWEST OF AN 8 INCH TRIANGULAR BLAZED OAK TREE, 1.3
 CQ0829'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ0829'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CQ0829
 CQ0829                          STATION RECOVERY (1966)
 CQ0829
 CQ0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CQ0829'RECOVERED IN GOOD CONDITION.
 CQ0829
 CQ0829                          STATION RECOVERY (1986)
 CQ0829
 CQ0829'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0656 ***********************************************************************
 CQ0656  DESIGNATION -  E 118
 CQ0656  PID         -  CQ0656
 CQ0656  STATE/COUNTY-  LA/OUACHITA
 CQ0656  USGS QUAD   -  CADEVILLE (1982)
 CQ0656
 CQ0656                         *CURRENT SURVEY CONTROL
 CQ0656  ___________________________________________________________________
 CQ0656* NAD 83(1986)-  32 28 10.     (N)    092 20 59.     (W)     SCALED    
 CQ0656* NAVD 88     -        58.46   (+/-2cm)     191.8    (feet)  VERTCON   
 CQ0656  ___________________________________________________________________
 CQ0656  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0656
 CQ0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0656
 CQ0656.The horizontal coordinates were scaled from a topographic map and have
 CQ0656.an estimated accuracy of +/- 6 seconds.
 CQ0656
 CQ0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0656.The vertical order pertains to the NGVD 29 superseded value.
 CQ0656
 CQ0656.The geoid height was determined by GEOID03.
 CQ0656
 CQ0656;                    North         East    Units  Estimated Accuracy
 CQ0656;SPC LA N     -   218,380.    1,014,130.      MT  (+/- 180 meters Scaled)
 CQ0656
 CQ0656                          SUPERSEDED SURVEY CONTROL
 CQ0656
 CQ0656  NGVD 29 (??/??/??)   58.509  (m)          191.96   (f) ADJUSTED    2 0
 CQ0656
 CQ0656.Superseded values are not recommended for survey control.
 CQ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0656.See file dsdata.txt to determine how the superseded data were derived.
 CQ0656
 CQ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR611926(NAD 83)
 CQ0656_MARKER: DB = BENCH MARK DISK
 CQ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0656_STAMPING: E 118 1949
 CQ0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0656+STABILITY: SURFACE MOTION
 CQ0656
 CQ0656  HISTORY     - Date     Condition        Report By
 CQ0656  HISTORY     - 1949     MONUMENTED       CGS
 CQ0656  HISTORY     - 1950     GOOD             CGS
 CQ0656  HISTORY     - 1974     GOOD             NGS
 CQ0656  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0656
 CQ0656                          STATION DESCRIPTION
 CQ0656
 CQ0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0656'2.8 MI N FROM CADEVILLE.
 CQ0656'2.8 MILES NORTH ALONG STATE HIGHWAY NO. 201 FROM THE JOHN H. HENRY
 CQ0656'STORE AT CADEVILLE, ON THE SIDE OF A HILL SLOPING DOWN TO THE SOUTH,
 CQ0656'IN THE WEST EDGE OF A WOODS, 37 FEET EAST OF THE CENTER LINE OF THE
 CQ0656'HIGHWAY, 11 FEET WEST OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON THE
 CQ0656'WEST SIDE OF THE TREE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE
 CQ0656'TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT
 CQ0656'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.9 MILE SOUTH OF
 CQ0656'BENCH MARK D 118.
 CQ0656
 CQ0656                          STATION RECOVERY (1974)
 CQ0656
 CQ0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CQ0656'RECOVERED IN GOOD CONDITION.
 CQ0656
 CQ0656                          STATION RECOVERY (1990)
 CQ0656
 CQ0656'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0702 ***********************************************************************
 CQ0702  DESIGNATION -  E 119
 CQ0702  PID         -  CQ0702
 CQ0702  STATE/COUNTY-  LA/JACKSON
 CQ0702  USGS QUAD   -  CHATHAM SE (1982)
 CQ0702
 CQ0702                         *CURRENT SURVEY CONTROL
 CQ0702  ___________________________________________________________________
 CQ0702* NAD 83(1986)-  32 17 36.     (N)    092 21 04.     (W)     SCALED    
 CQ0702* NAVD 88     -        65.92   (+/-2cm)     216.3    (feet)  VERTCON   
 CQ0702  ___________________________________________________________________
 CQ0702  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0702
 CQ0702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0702
 CQ0702.The horizontal coordinates were scaled from a topographic map and have
 CQ0702.an estimated accuracy of +/- 6 seconds.
 CQ0702
 CQ0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0702.The vertical order pertains to the NGVD 29 superseded value.
 CQ0702
 CQ0702.The geoid height was determined by GEOID03.
 CQ0702
 CQ0702;                    North         East    Units  Estimated Accuracy
 CQ0702;SPC LA N     -   198,850.    1,014,020.      MT  (+/- 180 meters Scaled)
 CQ0702
 CQ0702                          SUPERSEDED SURVEY CONTROL
 CQ0702
 CQ0702  NGVD 29 (??/??/??)   65.957  (m)          216.39   (f) ADJUSTED    2 0
 CQ0702
 CQ0702.Superseded values are not recommended for survey control.
 CQ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0702.See file dsdata.txt to determine how the superseded data were derived.
 CQ0702
 CQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR610731(NAD 83)
 CQ0702_MARKER: DB = BENCH MARK DISK
 CQ0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0702_STAMPING: E 119 1949
 CQ0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0702+STABILITY: SURFACE MOTION
 CQ0702
 CQ0702  HISTORY     - Date     Condition        Report By
 CQ0702  HISTORY     - 1949     MONUMENTED       CGS
 CQ0702  HISTORY     - 1950     GOOD             CGS
 CQ0702  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0702
 CQ0702                          STATION DESCRIPTION
 CQ0702
 CQ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0702'7.25 MI NW FROM VIXEN.
 CQ0702'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CQ0702'HIGHWAYS 17 AND 200 AT VIXEN, THENCE 3.75 MILES NORTHWEST ALONG A
 CQ0702'WINDING DIRT ROAD, THENCE 1.0 MILE NORTHWEST ALONG A GRAVELED ROAD. ON
 CQ0702'THE OUTSIDE OF A CURVE, 98 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CQ0702'77 FEET WEST OF A POWER POLE, 57 FEET NORTHEAST OF THE NORTHEAST
 CQ0702'CORNER OF A FARMHOUSE, 2 FEET NORTH OF A POWER POLE, 1.5 FEET
 CQ0702'SOUTHEAST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 CQ0702'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. THIS MARK
 CQ0702'IS 1.1 MILES SOUTH OF BENCH MARK D 119.  NOTE-- STATE HIGHWAY 17 IS
 CQ0702'NOW STATE HIGHWAY 4.
 CQ0702
 CQ0702                          STATION RECOVERY (1977)
 CQ0702
 CQ0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1735 ***********************************************************************
 CQ1735  DESIGNATION -  E 12
 CQ1735  PID         -  CQ1735
 CQ1735  STATE/COUNTY-  LA/CADDO
 CQ1735  USGS QUAD   -  STONEWALL (1992)
 CQ1735
 CQ1735                         *CURRENT SURVEY CONTROL
 CQ1735  ___________________________________________________________________
 CQ1735* NAD 83(1986)-  32 16 17.     (N)    093 52 04.     (W)     SCALED    
 CQ1735* NAVD 88     -        62.32   (+/-2cm)     204.5    (feet)  VERTCON   
 CQ1735  ___________________________________________________________________
 CQ1735  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1735
 CQ1735  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1735
 CQ1735.The horizontal coordinates were scaled from a topographic map and have
 CQ1735.an estimated accuracy of +/- 6 seconds.
 CQ1735
 CQ1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1735.The vertical order pertains to the NGVD 29 superseded value.
 CQ1735
 CQ1735.The geoid height was determined by GEOID03.
 CQ1735
 CQ1735;                    North         East    Units  Estimated Accuracy
 CQ1735;SPC LA N     -   197,220.      871,150.      MT  (+/- 180 meters Scaled)
 CQ1735
 CQ1735                          SUPERSEDED SURVEY CONTROL
 CQ1735
 CQ1735  NGVD 29 (??/??/??)   62.384  (m)          204.67   (f) ADJUSTED    1 2
 CQ1735
 CQ1735.Superseded values are not recommended for survey control.
 CQ1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1735.See file dsdata.txt to determine how the superseded data were derived.
 CQ1735
 CQ1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR182708(NAD 83)
 CQ1735_MARKER: DB = BENCH MARK DISK
 CQ1735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1735_SP_SET: CULVERT
 CQ1735_STAMPING: E 12 204.672
 CQ1735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1735
 CQ1735  HISTORY     - Date     Condition        Report By
 CQ1735  HISTORY     - UNK      MONUMENTED       CGS
 CQ1735  HISTORY     - 1935     GOOD             CGS
 CQ1735  HISTORY     - 1955     GOOD             USGS
 CQ1735
 CQ1735                          STATION DESCRIPTION
 CQ1735
 CQ1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ1735'4.5 MI SW FROM KEITHVILLE.
 CQ1735'LOCATED ABOUT 4.5 MILES S.W. OF KEITHVILLE, CADDO PARISH, ON THE
 CQ1735'HOUSTON, EAST AND WEST TEXAS RWY., 6 POLES WEST OF MILE POST NO. 214,
 CQ1735'ON A CONCRETE CULVERT, AND ABOUT 10 FT. SOUTH, AND ON THE LEFT OF THE
 CQ1735'TRACK GOING FROM KEITHVILLE TO HOUSTON, TEXAS.  MARK IS A STANDARD
 CQ1735'DISK.
 CQ1735
 CQ1735                          STATION RECOVERY (1955)
 CQ1735
 CQ1735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CQ1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2123 ***********************************************************************
 BJ2123  DESIGNATION -  E 120 RESET
 BJ2123  PID         -  BJ2123
 BJ2123  STATE/COUNTY-  LA/LAFAYETTE
 BJ2123  USGS QUAD   -  BROUSSARD (1983)
 BJ2123
 BJ2123                         *CURRENT SURVEY CONTROL
 BJ2123  ___________________________________________________________________
 BJ2123* NAD 83(1992)-  30 12 28.99475(N)    091 59 37.57847(W)     ADJUSTED  
 BJ2123* NAVD 88     -        11.54   (+/-2cm)      37.9  **(feet)  VERTCON   
 BJ2123  **This station is located in a subsidence area (see below).
 BJ2123  ___________________________________________________________________
 BJ2123  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ2123  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2123
 BJ2123  HORZ ORDER  -  SECOND
 BJ2123  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2123
 BJ2123.This mark is at Lafayette Airport (LFT)
 BJ2123
 BJ2123.The horizontal coordinates were established by classical geodetic methods
 BJ2123.and adjusted by the National Geodetic Survey in January 1993..
 BJ2123
 BJ2123 ** The orthometric height has not been validated since last determined
 BJ2123 ** by differential leveling and should not be used for control purposes.
 BJ2123 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2123 ** area with valid NAVD 88 orthometric heights.
 BJ2123 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2123 ** epoch indicated which incorporates improved geoid heights for the
 BJ2123 ** Southern Louisiana Subsidence area.
 BJ2123 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2123.The vertical order pertains to the NGVD 29 superseded value.
 BJ2123
 BJ2123.Photographs are available for this station.
 BJ2123
 BJ2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2123
 BJ2123.The geoid height was determined by GEOID03.
 BJ2123
 BJ2123;                    North         East     Units Scale Factor Converg.
 BJ2123;SPC LA S     -   189,511.659   936,414.752   MT  0.99993226   -0 19 48.8
 BJ2123;SPC LA S     -   621,756.17  3,072,220.73   sFT  0.99993226   -0 19 48.8
 BJ2123;UTM  15      - 3,342,267.706   596,847.781   MT  0.99971571   +0 30 22.7
 BJ2123
 BJ2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2123!SPC LA S     -   1.00000248  x   0.99993226  =   0.99993474
 BJ2123!UTM  15      -   1.00000248  x   0.99971571  =   0.99971819
 BJ2123
 BJ2123|---------------------------------------------------------------------|
 BJ2123| PID    Reference Object                     Distance      Geod. Az  |
 BJ2123|                                                           dddmmss.s |
 BJ2123| BJ5305 E 120 RESET 2                       124.750 METERS 18902     |
 BJ2123|---------------------------------------------------------------------|
 BJ2123
 BJ2123                          SUPERSEDED SURVEY CONTROL
 BJ2123
 BJ2123  NAD 83(1986)-  30 12 28.98337(N)    091 59 37.47779(W) AD(       ) 3
 BJ2123  NAD 83(1986)-  30 12 28.96347(N)    091 59 39.48369(W) AD(       ) 3
 BJ2123  NAD 83(1986)-  30 12 29.01465(N)    091 59 37.57255(W) AD(       ) 2
 BJ2123  NAD 27      -  30 12 28.29255(N)    091 59 37.14164(W) AD(       ) 2
 BJ2123  NGVD 29 (??/??/??)   11.539  (m)           37.86   (f) ADJUSTED    1 1
 BJ2123
 BJ2123.Superseded values are not recommended for survey control.
 BJ2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2123.See file dsdata.txt to determine how the superseded data were derived.
 BJ2123
 BJ2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9684842268(NAD 83)
 BJ2123_MARKER: DB = BENCH MARK DISK
 BJ2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2123_STAMPING: E 120 RESET 1955
 BJ2123_MARK LOGO: CGS   
 BJ2123_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2123+STABILITY: SURFACE MOTION
 BJ2123
 BJ2123  HISTORY     - Date     Condition        Report By
 BJ2123  HISTORY     - 1955     MONUMENTED       CGS
 BJ2123  HISTORY     - 1969     GOOD             CGS
 BJ2123  HISTORY     - 1969     GOOD             CGS
 BJ2123  HISTORY     - 1970     GOOD             NGS
 BJ2123  HISTORY     - 1979     GOOD             NGS
 BJ2123
 BJ2123                          STATION DESCRIPTION
 BJ2123
 BJ2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BJ2123'ABOUT 1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BJ2123'THE STATION AT LAFAYETTE, THENCE 0.2 MILE NORTHEAST ALONG STATE
 BJ2123'HIGHWAY 729, THENCE 0.1 MILE NORTH ALONG U.S. HIGHWAY 90, THENCE
 BJ2123'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 728-8 TO THE ENTRANCE TO
 BJ2123'THE LAFAYETTE MUNICIPAL AIRPORT, THENCE 0.15 MILE SOUTHEAST ALONG
 BJ2123'THE AIRPORT ROAD, 67.4 FEET WEST OF THE WEST WALL OF THE
 BJ2123'ADMINISTRATION BUILDING AT THE AIRPORT, 163.6 FEET SOUTHEAST OF
 BJ2123'THE SOUTHEAST CORNER OF A HANGER, 28.7 FEET SOUTH-SOUTHEAST
 BJ2123'OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 39 FEET
 BJ2123'NORTHWEST OF THE SOUTHWEST METAL CORNER FENCE POST FOR A
 BJ2123'CHAIN LINK FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 BJ2123'LOCATED IN A 6 INCH DEEP DEPRESSION IN A PAVED TAXIWAY, AND ABOUT
 BJ2123'1/2 FOOT BELOW THE LEVEL OF THE TAXIWAY.
 BJ2123
 BJ2123                          STATION RECOVERY (1969)
 BJ2123
 BJ2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ2123'THE STATION IS LOCATED NEAR THE TERMINAL BUILDING AT THE
 BJ2123'LAFAYETTE AIRPORT.
 BJ2123'
 BJ2123'MARK IS A STANDARD BENCH MARK DISK, STAMPED E 120 RESET 1955,
 BJ2123'CEMENTED IN A DRILL HOLE IN THE CENTER OF A DRIVEWAY TO A FIRE
 BJ2123'STATION AND IS ABOUT 3 INCHES BELOW THE BLACKTOP SURFACE.  IT IS
 BJ2123'40 FEET WEST-NORTHWEST OF A CORNER OF A HURRICANE FENCE AND 28.5
 BJ2123'FEET SOUTH OF THE WEST CORNER OF THE FIRE STATION.
 BJ2123
 BJ2123                          STATION RECOVERY (1970)
 BJ2123
 BJ2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2123'2.35 MI SE FROM LAFAYETTE.
 BJ2123'ABOUT 1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2123'STATION AT LAFAYETTE, THENCE 0.2 MILE NORTHEAST ALONG STATE HIGHWAY
 BJ2123'729, THENCE 0.1 MILE NORTH ALONG U.S. HIGHWAY 90, THENCE 0.3 MILE
 BJ2123'NORTHEAST ALONG STATE HIGHWAY 728-8 TO THE ENTRANCE TO THE LAFAYETTE
 BJ2123'MUNICIPAL AIRPORT, THENCE 0.15 MILE SOUTHEAST ALONG THE AIRPORT ROAD,
 BJ2123'67.4 FEET WEST OF THE WEST WALL OF THE ADMINISTRATION BUILDING AT THE
 BJ2123'AIRPORT, 163.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HANGER,
 BJ2123'28.7 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 BJ2123'BUILDING, 39 FEET NORTHWEST OF THE SOUTHWEST METAL CORNER FENCE POST
 BJ2123'FOR A CHAIN LINK FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 BJ2123'LOCATED IN A 6 INCH DEEP DEPRESSION IN A PAVED TAXIWAY, AND ABOUT 1/2
 BJ2123'FOOT BELOW THE LEVEL OF THE TAXIWAY.  1/4, SEC 43, T 10S, R 5E.
 BJ2123
 BJ2123                          STATION RECOVERY (1979)
 BJ2123
 BJ2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BJ2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5305 ***********************************************************************
 BJ5305  SACS        -  This is a Secondary Airport Control Station.
 BJ5305  DESIGNATION -  E 120 RESET 2
 BJ5305  PID         -  BJ5305
 BJ5305  STATE/COUNTY-  LA/LAFAYETTE
 BJ5305  USGS QUAD   -  BROUSSARD (1983)
 BJ5305
 BJ5305                         *CURRENT SURVEY CONTROL
 BJ5305  ___________________________________________________________________
 BJ5305* NAD 83(1992)-  30 12 24.99387(N)    091 59 38.31126(W)     ADJUSTED  
 BJ5305* NAVD 88     -        11.28 **(meters)      37.0  **(feet)  GPS OBS   
 BJ5305  **This station is located in a subsidence area (see below).
 BJ5305  ___________________________________________________________________
 BJ5305  X           -    -191,951.600 (meters)                     COMP
 BJ5305  Y           -  -5,513,396.204 (meters)                     COMP
 BJ5305  Z           -   3,190,211.907 (meters)                     COMP
 BJ5305  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ5305  ELLIP HEIGHT-         -16.10  (meters)          (06/06/02) GPS OBS
 BJ5305  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ5305
 BJ5305  HORZ ORDER  -  FIRST
 BJ5305  VERT ORDER  -  THIRD (See Below)
 BJ5305  ELLP ORDER  -  FIFTH     CLASS I
 BJ5305
 BJ5305.This mark is at Lafayette Airport (LFT)
 BJ5305
 BJ5305.The horizontal coordinates were established by GPS observations
 BJ5305.and adjusted by the National Geodetic Survey in January 2000..
 BJ5305
 BJ5305 ** The orthometric height has not been validated since last determined
 BJ5305 ** by differential leveling and should not be used for control purposes.
 BJ5305 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5305 ** area with valid NAVD 88 orthometric heights.
 BJ5305 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5305 ** epoch indicated which incorporates improved geoid heights for the
 BJ5305 ** Southern Louisiana Subsidence area.
 BJ5305 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5305.The orthometric height was determined by GPS observations and a
 BJ5305.high-resolution geoid model.
 BJ5305
 BJ5305.GPS derived orthometric heights for airport stations designated as
 BJ5305.PACS or SACS are published to 2 decimal places.  This maintains
 BJ5305.centimeter relative accuracy between the PACS and SACS.  It does
 BJ5305.not indicate centimeter accuracy relative to other marks which are
 BJ5305.part of the NAVD 88 network.
 BJ5305.The vertical order pertains to the NGVD 29 superseded value.
 BJ5305
 BJ5305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5305
 BJ5305.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5305
 BJ5305.The ellipsoidal height was determined by GPS observations
 BJ5305.and is referenced to NAD 83.
 BJ5305
 BJ5305.The geoid height was determined by GEOID03.
 BJ5305
 BJ5305;                    North         East     Units Scale Factor Converg.
 BJ5305;SPC LA S     -   189,388.582   936,394.445   MT  0.99993219   -0 19 49.2
 BJ5305;SPC LA S     -   621,352.37  3,072,154.11   sFT  0.99993219   -0 19 49.2
 BJ5305;UTM  15      - 3,342,144.373   596,829.276   MT  0.99971567   +0 30 22.3
 BJ5305
 BJ5305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5305!SPC LA S     -   1.00000253  x   0.99993219  =   0.99993472
 BJ5305!UTM  15      -   1.00000253  x   0.99971567  =   0.99971820
 BJ5305
 BJ5305|---------------------------------------------------------------------|
 BJ5305| PID    Reference Object                     Distance      Geod. Az  |
 BJ5305|                                                           dddmmss.s |
 BJ5305| BJ5307 STEP 2                              381.159 METERS 13408     |
 BJ5305|---------------------------------------------------------------------|
 BJ5305
 BJ5305                          SUPERSEDED SURVEY CONTROL
 BJ5305
 BJ5305  ELLIP H (01/27/00)  -16.11   (m)                       GP(       ) 5 1
 BJ5305  NGVD 29 (09/18/05)   11.25   (m)           36.9    (f) RESET       3  
 BJ5305
 BJ5305.Superseded values are not recommended for survey control.
 BJ5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5305.See file dsdata.txt to determine how the superseded data were derived.
 BJ5305
 BJ5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9682942144(NAD 83)
 BJ5305_MARKER: DV = VERTICAL CONTROL DISK
 BJ5305_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ5305_SP_SET: CONCRETE DRAIN
 BJ5305_STAMPING: E 120 RESET 1985
 BJ5305_MARK LOGO: NGS   
 BJ5305_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5305+STABILITY: SURFACE MOTION
 BJ5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5305+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 BJ5305
 BJ5305  HISTORY     - Date     Condition        Report By
 BJ5305  HISTORY     - 1985     MONUMENTED       NGS
 BJ5305  HISTORY     - 19990421 GOOD             NGS
 BJ5305  HISTORY     - 20000514 GOOD             NGS
 BJ5305
 BJ5305                          STATION DESCRIPTION
 BJ5305
 BJ5305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BJ5305'3.7 KM (2.30 MI) SE FROM LAFAYETTE.
 BJ5305'LOCATED AT THE LAFAYETTE MUNICIPAL AIRPORT, NEAR THE TERMINAL
 BJ5305'BUILDING, BETWEEN TAXIWAYS CHARLIE AND DELTA AND BETWEEN THE AIRPLANE
 BJ5305'BOARDING AREA AND RUNWAY 10-28, IN THE CONCRETE FOUNDATION OF A METAL
 BJ5305'DRAIN, FOR ENTRANCE TO THE MARK CONTACT THE LAFAYETTE AIRPORT
 BJ5305'COMMISSION, 79.6 M (261.2 FT) WEST OF THE CENTER OF TAXIWAY CHARLIE,
 BJ5305'56.7 M (186.0 FT) EAST OF THE CENTER OF TAXIWAY DELTA, 51.8 M
 BJ5305'(169.9 FT) NORTHEAST OF THE CENTER OF A RAMP SIGN, 43.6 M (143.0 FT)
 BJ5305'SOUTH OF THE SOUTH EDGE OF THE AIRPLANE BOARDING AREA, AND 40.5 M
 BJ5305'(132.9 FT) NORTH OF THE NORTH EDGE OF RUNWAY 10-28.
 BJ5305'THE MARK IS 0.91 METERS  S FROM  CENTER OF METAL DRAIN
 BJ5305'THE MARK IS 0.30 M BELOW RUNWAY 10-28.
 BJ5305
 BJ5305                          STATION RECOVERY (1999)
 BJ5305
 BJ5305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ5305'THE STATION IS LOCATED IN THE SOUTHEAST PART OF LAFAYETTE AT THE
 BJ5305'LAFAYETTE REGIONAL AIRPORT, ABOUT 300 M (984.2 FT) SOUTHEAST OF RUNWAY
 BJ5305'END 11, JUST WEST OF MIDFIELD, NEAR THE CENTER OF THE WEST PART OF THE
 BJ5305'AIRFIELD, BETWEEN RUNWAY 11-29 AND THE APRON/TAXI B, AND BETWEEN TAXIS
 BJ5305'C AND D.  OWNERSHIP--LAFAYETTE AIRPORT COMMISION, LAFAYETTE REGIONAL
 BJ5305'AIRPORT, 200 TERMINAL DRIVE, LAFAYETTE, LA 70508-2159.  DIRECTOR OF
 BJ5305'AVIATION IS GREG ROBERTS.  DEPUTY DIRECTOR OF AVIATION IS F.  JASON
 BJ5305'DEVILLIER.  PHONE 318-266-4400.  FAX 3318-266-4401.  CONTACT ONE OF
 BJ5305'THEM AT LEAST ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION
 BJ5305'AND TO ARRANGE FOR AN ESCORT. NOTE--BADGES MAY NEED TO BE OBTAINED TO
 BJ5305'ACCESS THE AIRFIELD.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 BJ5305'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 90 (SOUTHWEST EVANGELINE
 BJ5305'THROUGHWAY) AT EXIT 103, GO SOUTHERLY ON HIGHWAY 90 FOR 5.39 KM (3.35
 BJ5305'MI) TO A PAVED CROSSROAD (STATE HIGHWAY 728-8/SURREY STREET ON THE
 BJ5305'LEFT AND EAST UNIVERSITY STREET ON THE RIGHT) .  TURN LEFT, EAST, THEN
 BJ5305'NORTHEAST, ON SURREY STREET FOR 0.64 KM (0.40 MI) TO A PAVED CROSSROAD
 BJ5305'(FISHER ROAD ON THE LEFT AND BLUE BIRD STREET ON THE RIGHT.  TURN
 BJ5305'RIGHT, EAST, ON THE ROAD FOR 0.35 KM (0.20 MI) TO THE T-JUNCTION OF
 BJ5305'SHEPARD DRIVE.  TURN RIGHT, SOUTH, ON THE ROAD FOR 0.08 KM (0.05 MI)
 BJ5305'TO THE T-JUNCTION OF JOHN GLENN DRIVE AND A PARKING LOT AHEAD.  TURN
 BJ5305'RIGHT, SOUTHWEST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A LOCKED GATE
 BJ5305'ON THE LEFT.  TURN LEFT, SOUTHEAST, THROUGH THE PARKING LOT FOR 30 M
 BJ5305'(98.4 FT) TO THE GATE.  PASS THROUGH THE GATE, SOUTHEAST, ACROSS THE
 BJ5305'APRON FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF TAXI B.  TURN RIGHT,
 BJ5305'SOUTHWEST, THEN WEST, ALONG TAXI B (SOUTHERN EDGE OF THE APRON) FOR
 BJ5305'0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET
 BJ5305'FLUSH IN NEAR THE CENTER OF THE SOUTHWEST SIDE OF A 1.8 M (5.9 FT)
 BJ5305'SQUARE CONCRETE AND STEEL DRAIN SET FLUSH WITH THE GROUND.  IT IS 78.9
 BJ5305'M (258.9 FT) WEST-SOUTHWEST OF THE CENTER OF TAXI C, 47.5 M (155.8 FT)
 BJ5305'EAST-SOUTHEAST OF THE CENTER OF TAXI D AT THE STOP LINE, 44.5 M (146.0
 BJ5305'FT) SOUTHEAST OF THE CENTER OF TAXI D, 40.7 M (133.5 FT)
 BJ5305'NORTH-NORTHEAST OF THE EDGE OF RUNWAY 11-29, 43.9 M (144.0 FT)
 BJ5305'SOUTH-SOUTHWEST OF THE EDGE OF THE APRON/TAXI B, 35.6 M (116.8 FT)
 BJ5305'SOUTH-SOUTHWEST OF THE CENTER OF A 0.7 M (2.3 FT) ROUND STEEL MANHOLE
 BJ5305'COVER, AND 0.91 M (2.99 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE STEEL
 BJ5305'DRAIN.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 BJ5305
 BJ5305                          STATION RECOVERY (2000)
 BJ5305
 BJ5305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 BJ5305'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1473 ***********************************************************************
 BX1473  DESIGNATION -  E 121
 BX1473  PID         -  BX1473
 BX1473  STATE/COUNTY-  LA/WINN
 BX1473  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1473
 BX1473                         *CURRENT SURVEY CONTROL
 BX1473  ___________________________________________________________________
 BX1473* NAD 83(1986)-  31 51 02.     (N)    092 46 49.     (W)     SCALED    
 BX1473* NAVD 88     -        79.38   (+/-2cm)     260.4    (feet)  VERTCON   
 BX1473  ___________________________________________________________________
 BX1473  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX1473
 BX1473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1473
 BX1473.The horizontal coordinates were scaled from a topographic map and have
 BX1473.an estimated accuracy of +/- 6 seconds.
 BX1473
 BX1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1473.The vertical order pertains to the NGVD 29 superseded value.
 BX1473
 BX1473.The geoid height was determined by GEOID03.
 BX1473
 BX1473;                    North         East    Units  Estimated Accuracy
 BX1473;SPC LA N     -   149,780.      973,480.      MT  (+/- 180 meters Scaled)
 BX1473
 BX1473                          SUPERSEDED SURVEY CONTROL
 BX1473
 BX1473  NGVD 29 (??/??/??)   79.396  (m)          260.49   (f) ADJUSTED    2 0
 BX1473
 BX1473.Superseded values are not recommended for survey control.
 BX1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1473.See file dsdata.txt to determine how the superseded data were derived.
 BX1473
 BX1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR207238(NAD 83)
 BX1473_MARKER: DB = BENCH MARK DISK
 BX1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1473_STAMPING: E 121 1949
 BX1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1473+STABILITY: SURFACE MOTION
 BX1473
 BX1473  HISTORY     - Date     Condition        Report By
 BX1473  HISTORY     - 1949     MONUMENTED       CGS
 BX1473  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1473
 BX1473                          STATION DESCRIPTION
 BX1473
 BX1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1473'12.75 MI SW FROM WINNFIELD.
 BX1473'9.7 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1473'THENCE 2.55 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 BX1473'SOUTHEAST ALONG A GRADED DIRT ROAD, 24 FEET NORTHEAST OF THE CENTER
 BX1473'LINE OF THE ROAD, 21.0 FEET NORTH OF A 10 INCH TRIANGULAR BLAZED PINE
 BX1473'TREE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1473'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1473
 BX1473                          STATION RECOVERY (1998)
 BX1473
 BX1473'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1624 ***********************************************************************
 BX1624  DESIGNATION -  E 122
 BX1624  PID         -  BX1624
 BX1624  STATE/COUNTY-  LA/GRANT
 BX1624  USGS QUAD   -  WILLIANA (1985)
 BX1624
 BX1624                         *CURRENT SURVEY CONTROL
 BX1624  ___________________________________________________________________
 BX1624* NAD 83(1986)-  31 42 38.     (N)    092 37 24.     (W)     SCALED    
 BX1624* NAVD 88     -        32.91   (+/-2cm)     108.0    (feet)  VERTCON   
 BX1624  ___________________________________________________________________
 BX1624  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX1624
 BX1624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1624
 BX1624.The horizontal coordinates were scaled from a topographic map and have
 BX1624.an estimated accuracy of +/- 6 seconds.
 BX1624
 BX1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1624.The vertical order pertains to the NGVD 29 superseded value.
 BX1624
 BX1624.The geoid height was determined by GEOID03.
 BX1624
 BX1624;                    North         East    Units  Estimated Accuracy
 BX1624;SPC LA N     -   134,230.      988,310.      MT  (+/- 180 meters Scaled)
 BX1624
 BX1624                          SUPERSEDED SURVEY CONTROL
 BX1624
 BX1624  NGVD 29 (??/??/??)   32.920  (m)          108.00   (f) ADJUSTED    2 0
 BX1624
 BX1624.Superseded values are not recommended for survey control.
 BX1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1624.See file dsdata.txt to determine how the superseded data were derived.
 BX1624
 BX1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR356084(NAD 83)
 BX1624_MARKER: DB = BENCH MARK DISK
 BX1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1624_STAMPING: E 122 1949
 BX1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1624+STABILITY: SURFACE MOTION
 BX1624
 BX1624  HISTORY     - Date     Condition        Report By
 BX1624  HISTORY     - 1949     MONUMENTED       CGS
 BX1624
 BX1624                          STATION DESCRIPTION
 BX1624
 BX1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1624'11.3 MI SW FROM PACKTON.
 BX1624'4.4 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1624'ARKANSAS RAILROAD STATION AT PACKTON, THENCE 6.35 MILES SOUTH ALONG
 BX1624'STATE HIGHWAY 786, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, 92.0
 BX1624'FEET EAST OF THE EAST CORNER OF A SMALL WOODEN BRIDGE, 40 FEET
 BX1624'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET NORTHEAST OF THE
 BX1624'CENTER LINE OF A TRAIL LEADING SOUTHEAST, 2.0 FEET NORTHWEST OF A
 BX1624'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BX1624'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0564 ***********************************************************************
 CQ0564  DESIGNATION -  E 123
 CQ0564  PID         -  CQ0564
 CQ0564  STATE/COUNTY-  LA/CALDWELL
 CQ0564  USGS QUAD   -  COLUMBIA (1989)
 CQ0564
 CQ0564                         *CURRENT SURVEY CONTROL
 CQ0564  ___________________________________________________________________
 CQ0564* NAD 83(1986)-  32 04 25.     (N)    092 04 39.     (W)     SCALED    
 CQ0564* NAVD 88     -        56.57   (+/-2cm)     185.6    (feet)  VERTCON   
 CQ0564  ___________________________________________________________________
 CQ0564  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0564
 CQ0564  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0564
 CQ0564.The horizontal coordinates were scaled from a topographic map and have
 CQ0564.an estimated accuracy of +/- 6 seconds.
 CQ0564
 CQ0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0564.The vertical order pertains to the NGVD 29 superseded value.
 CQ0564
 CQ0564.The geoid height was determined by GEOID03.
 CQ0564
 CQ0564;                    North         East    Units  Estimated Accuracy
 CQ0564;SPC LA N     -   174,550.    1,039,890.      MT  (+/- 180 meters Scaled)
 CQ0564
 CQ0564                          SUPERSEDED SURVEY CONTROL
 CQ0564
 CQ0564  NGVD 29 (??/??/??)   56.592  (m)          185.67   (f) ADJUSTED    1 2
 CQ0564
 CQ0564.Superseded values are not recommended for survey control.
 CQ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0564.See file dsdata.txt to determine how the superseded data were derived.
 CQ0564
 CQ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR870489(NAD 83)
 CQ0564_MARKER: DB = BENCH MARK DISK
 CQ0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0564_STAMPING: E 123 1949
 CQ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0564+STABILITY: SURFACE MOTION
 CQ0564
 CQ0564  HISTORY     - Date     Condition        Report By
 CQ0564  HISTORY     - 1949     MONUMENTED       CGS
 CQ0564  HISTORY     - 1966     GOOD             CGS
 CQ0564  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0564
 CQ0564                          STATION DESCRIPTION
 CQ0564
 CQ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0564'2.7 MI NE FROM GRAYSON.
 CQ0564'ABOUT 1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0564'STATION AT GRAYSON, THENCE 1.1 MILES EAST ALONG A PAVED ROAD, IN
 CQ0564'SECTION 29, T 13 N, R 4 E, ABOUT 0.2 MILE SOUTH OF UNION CENTRAL HIGH
 CQ0564'SCHOOL, ABOUT 0.1 MILE SOUTH OF A CEMETERY, ABOUT 0.9 MILE NORTH OF
 CQ0564'BENCH MARK F 123 RESET 1959, 100 FEET NORTHWEST OF THE CENTER OF THE
 CQ0564'JUNCTION OF STATE HIGHWAY 849, 62 FEET NORTH OF THE CENTER LINE OF THE
 CQ0564'PAVED ROAD, 78 FEET WEST OF THE CENTER LINE OF THE STATE HIGHWAY, 16
 CQ0564'1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ABOUT LEVEL
 CQ0564'WITH THE HIGHWAY, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 CQ0564'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CQ0564
 CQ0564                          STATION RECOVERY (1985)
 CQ0564
 CQ0564'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0481 ***********************************************************************
 BX0481  DESIGNATION -  E 124
 BX0481  PID         -  BX0481
 BX0481  STATE/COUNTY-  LA/LA SALLE
 BX0481  USGS QUAD   -  SUMMERVILLE (1984)
 BX0481
 BX0481                         *CURRENT SURVEY CONTROL
 BX0481  ___________________________________________________________________
 BX0481* NAD 83(1986)-  31 52 11.     (N)    092 11 18.     (W)     SCALED    
 BX0481* NAVD 88     -        41.37   (+/-2cm)     135.7    (feet)  VERTCON   
 BX0481  ___________________________________________________________________
 BX0481  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0481
 BX0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0481
 BX0481.The horizontal coordinates were scaled from a topographic map and have
 BX0481.an estimated accuracy of +/- 6 seconds.
 BX0481
 BX0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0481.The vertical order pertains to the NGVD 29 superseded value.
 BX0481
 BX0481.The geoid height was determined by GEOID03.
 BX0481
 BX0481;                    North         East    Units  Estimated Accuracy
 BX0481;SPC LA N     -   151,910.    1,029,490.      MT  (+/- 180 meters Scaled)
 BX0481
 BX0481                          SUPERSEDED SURVEY CONTROL
 BX0481
 BX0481  NGVD 29 (??/??/??)   41.379  (m)          135.76   (f) ADJUSTED    2 0
 BX0481
 BX0481.Superseded values are not recommended for survey control.
 BX0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0481.See file dsdata.txt to determine how the superseded data were derived.
 BX0481
 BX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR767262(NAD 83)
 BX0481_MARKER: DB = BENCH MARK DISK
 BX0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0481_STAMPING: E 124 1949
 BX0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0481+STABILITY: SURFACE MOTION
 BX0481
 BX0481  HISTORY     - Date     Condition        Report By
 BX0481  HISTORY     - 1949     MONUMENTED       CGS
 BX0481
 BX0481                          STATION DESCRIPTION
 BX0481
 BX0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX0481'5.35 MI SE FROM OLLA.
 BX0481'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0481'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE
 BX0481'SOUTH ALONG A GRAVELED ROAD.  122 FEET NORTHEAST OF THE CENTER LINE OF
 BX0481'A TRACK ROAD LEADING WEST, 30 FEET EAST OF THE CENTER LINE OF THE
 BX0481'GRAVELED ROAD, 17 FEET NORTHWEST OF AN 18 INCH BLAZED GUM TREE, 1.5
 BX0481'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0481'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0527 ***********************************************************************
 BX0527  DESIGNATION -  E 125
 BX0527  PID         -  BX0527
 BX0527  STATE/COUNTY-  LA/LA SALLE
 BX0527  USGS QUAD   -  JENA WEST (1985)
 BX0527
 BX0527                         *CURRENT SURVEY CONTROL
 BX0527  ___________________________________________________________________
 BX0527* NAD 83(1986)-  31 42 43.     (N)    092 08 20.     (W)     SCALED    
 BX0527* NAVD 88     -        66.08   (+/-2cm)     216.8    (feet)  VERTCON   
 BX0527  ___________________________________________________________________
 BX0527  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0527
 BX0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0527
 BX0527.The horizontal coordinates were scaled from a topographic map and have
 BX0527.an estimated accuracy of +/- 6 seconds.
 BX0527
 BX0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0527.The vertical order pertains to the NGVD 29 superseded value.
 BX0527
 BX0527.The geoid height was determined by GEOID03.
 BX0527
 BX0527;                    North         East    Units  Estimated Accuracy
 BX0527;SPC LA N     -   134,430.    1,034,230.      MT  (+/- 180 meters Scaled)
 BX0527
 BX0527                          SUPERSEDED SURVEY CONTROL
 BX0527
 BX0527  NGVD 29 (??/??/??)   66.078  (m)          216.79   (f) ADJUSTED    2 0
 BX0527
 BX0527.Superseded values are not recommended for survey control.
 BX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0527.See file dsdata.txt to determine how the superseded data were derived.
 BX0527
 BX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR815088(NAD 83)
 BX0527_MARKER: DB = BENCH MARK DISK
 BX0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0527_STAMPING: E 125 1950
 BX0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0527+STABILITY: SURFACE MOTION
 BX0527
 BX0527  HISTORY     - Date     Condition        Report By
 BX0527  HISTORY     - 1950     MONUMENTED       CGS
 BX0527
 BX0527                          STATION DESCRIPTION
 BX0527
 BX0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0527'1.9 MI NW FROM JENA.
 BX0527'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT JENA,
 BX0527'73 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET SOUTH OF
 BX0527'THE CENTER LINE OF AN EAST-WEST ROAD, 16.0 FEET NORTHEAST OF AN 8-INCH
 BX0527'PINE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 1.7 FEET
 BX0527'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 3.5-FOOT CONCRETE
 BX0527'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0427 ***********************************************************************
 BX0427  DESIGNATION -  E 126
 BX0427  PID         -  BX0427
 BX0427  STATE/COUNTY-  LA/LA SALLE
 BX0427  USGS QUAD   -  NICKEL (1984)
 BX0427
 BX0427                         *CURRENT SURVEY CONTROL
 BX0427  ___________________________________________________________________
 BX0427* NAD 83(1986)-  31 45 06.     (N)    092 01 27.     (W)     SCALED    
 BX0427* NAVD 88     -        54.00   (+/-2cm)     177.2    (feet)  VERTCON   
 BX0427  ___________________________________________________________________
 BX0427  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX0427
 BX0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0427
 BX0427.The horizontal coordinates were scaled from a topographic map and have
 BX0427.an estimated accuracy of +/- 6 seconds.
 BX0427
 BX0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0427.The vertical order pertains to the NGVD 29 superseded value.
 BX0427
 BX0427.The geoid height was determined by GEOID03.
 BX0427
 BX0427;                    North         East    Units  Estimated Accuracy
 BX0427;SPC LA N     -   138,880.    1,045,080.      MT  (+/- 180 meters Scaled)
 BX0427
 BX0427                          SUPERSEDED SURVEY CONTROL
 BX0427
 BX0427  NGVD 29 (??/??/??)   53.995  (m)          177.15   (f) ADJUSTED    2 0
 BX0427
 BX0427.Superseded values are not recommended for survey control.
 BX0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0427.See file dsdata.txt to determine how the superseded data were derived.
 BX0427
 BX0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR924133(NAD 83)
 BX0427_MARKER: DB = BENCH MARK DISK
 BX0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0427_STAMPING: E 126 1950
 BX0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0427+STABILITY: SURFACE MOTION
 BX0427
 BX0427  HISTORY     - Date     Condition        Report By
 BX0427  HISTORY     - 1950     MONUMENTED       CGS
 BX0427
 BX0427                          STATION DESCRIPTION
 BX0427
 BX0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0427'3.5 MI SW FROM AIMWELL.
 BX0427'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0427'AIMWELL, THENCE 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 1010.  AT A
 BX0427'JUNCTION WITH A ROAD LEADING NORTHWEST, 76 FEET NORTHWEST OF THE
 BX0427'CENTER LINE OF THE HIGHWAY, 37 FEET NORTHEAST OF THE CENTER LINE OF
 BX0427'THE ROAD LEADING NORTHWEST, 2.0 FEET EAST OF A WITNESS POST, SET IN
 BX0427'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0900 ***********************************************************************
 CQ0900  DESIGNATION -  E 127
 CQ0900  PID         -  CQ0900
 CQ0900  STATE/COUNTY-  LA/OUACHITA
 CQ0900  USGS QUAD   -  CADEVILLE (1982)
 CQ0900
 CQ0900                         *CURRENT SURVEY CONTROL
 CQ0900  ___________________________________________________________________
 CQ0900* NAD 83(1986)-  32 24 51.     (N)    092 21 39.     (W)     SCALED    
 CQ0900* NAVD 88     -        56.83   (+/-2cm)     186.4    (feet)  VERTCON   
 CQ0900  ___________________________________________________________________
 CQ0900  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0900
 CQ0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0900
 CQ0900.The horizontal coordinates were scaled from a topographic map and have
 CQ0900.an estimated accuracy of +/- 6 seconds.
 CQ0900
 CQ0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0900.The vertical order pertains to the NGVD 29 superseded value.
 CQ0900
 CQ0900.The geoid height was determined by GEOID03.
 CQ0900
 CQ0900;                    North         East    Units  Estimated Accuracy
 CQ0900;SPC LA N     -   212,250.    1,013,090.      MT  (+/- 180 meters Scaled)
 CQ0900
 CQ0900                          SUPERSEDED SURVEY CONTROL
 CQ0900
 CQ0900  NGVD 29 (??/??/??)   56.876  (m)          186.60   (f) ADJUSTED    2 0
 CQ0900
 CQ0900.Superseded values are not recommended for survey control.
 CQ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0900.See file dsdata.txt to determine how the superseded data were derived.
 CQ0900
 CQ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR601865(NAD 83)
 CQ0900_MARKER: DB = BENCH MARK DISK
 CQ0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0900_STAMPING: E 127 1950
 CQ0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0900+STABILITY: SURFACE MOTION
 CQ0900
 CQ0900  HISTORY     - Date     Condition        Report By
 CQ0900  HISTORY     - 1950     MONUMENTED       CGS
 CQ0900  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0900
 CQ0900                          STATION DESCRIPTION
 CQ0900
 CQ0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0900'4.8 MI NE FROM EROS.
 CQ0900'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0900'AT EROS, THENCE 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 1295.  0.15
 CQ0900'MILE NORTHWEST OF A ROAD JUNCTION, 48 FEET NORTH OF A 12-INCH PINE
 CQ0900'TREE WITH A BLAZE ON THE NORTHEAST FACE, 40 FEET WEST OF THE CENTER
 CQ0900'LINE OF THE HIGHWAY (MEASURED FROM APPROXIMATELY THE CENTER OF AN S
 CQ0900'CURVE), 1.0 FOOT EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CQ0900'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0900
 CQ0900                          STATION RECOVERY (1990)
 CQ0900
 CQ0900'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0626 ***********************************************************************
 CQ0626  DESIGNATION -  E 128
 CQ0626  PID         -  CQ0626
 CQ0626  STATE/COUNTY-  LA/WINN
 CQ0626  USGS QUAD   -  SIKES (1989)
 CQ0626
 CQ0626                         *CURRENT SURVEY CONTROL
 CQ0626  ___________________________________________________________________
 CQ0626* NAD 83(1986)-  32 04 32.     (N)    092 22 36.     (W)     SCALED    
 CQ0626* NAVD 88     -        47.09   (+/-2cm)     154.5    (feet)  VERTCON   
 CQ0626  ___________________________________________________________________
 CQ0626  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CQ0626
 CQ0626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0626
 CQ0626.The horizontal coordinates were scaled from a topographic map and have
 CQ0626.an estimated accuracy of +/- 6 seconds.
 CQ0626
 CQ0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0626.The vertical order pertains to the NGVD 29 superseded value.
 CQ0626
 CQ0626.The geoid height was determined by GEOID03.
 CQ0626
 CQ0626;                    North         East    Units  Estimated Accuracy
 CQ0626;SPC LA N     -   174,700.    1,011,640.      MT  (+/- 180 meters Scaled)
 CQ0626
 CQ0626                          SUPERSEDED SURVEY CONTROL
 CQ0626
 CQ0626  NGVD 29 (??/??/??)   47.115  (m)          154.58   (f) ADJUSTED    2 0
 CQ0626
 CQ0626.Superseded values are not recommended for survey control.
 CQ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0626.See file dsdata.txt to determine how the superseded data were derived.
 CQ0626
 CQ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR588489(NAD 83)
 CQ0626_MARKER: DB = BENCH MARK DISK
 CQ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0626_STAMPING: E 128 1950
 CQ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0626+STABILITY: SURFACE MOTION
 CQ0626
 CQ0626  HISTORY     - Date     Condition        Report By
 CQ0626  HISTORY     - 1950     MONUMENTED       CGS
 CQ0626  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0626
 CQ0626                          STATION DESCRIPTION
 CQ0626
 CQ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0626'10.25 MI E FROM SIKES.
 CQ0626'8.25 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0626'SIKES, THENCE 1.35 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE
 CQ0626'0.65 MILE SOUTHWEST ALONG THE SOUTHEAST FORK OF THE ROAD.  0.15 MILE
 CQ0626'SOUTHWEST OF A WOODEN BRIDGE, 20 FEET SOUTHEAST OF THE CENTER LINE OF
 CQ0626'THE ROAD, 11 FEET SOUTHWEST OF A FORKED BEECH TREE WITH A TRIANGULAR
 CQ0626'BLAZE, NEAR A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CQ0626'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CQ0626
 CQ0626                          STATION RECOVERY (1986)
 CQ0626
 CQ0626'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0062 ***********************************************************************
 CQ0062  DESIGNATION -  E 129
 CQ0062  PID         -  CQ0062
 CQ0062  STATE/COUNTY-  LA/OUACHITA
 CQ0062  USGS QUAD   -  CALHOUN (1994)
 CQ0062
 CQ0062                         *CURRENT SURVEY CONTROL
 CQ0062  ___________________________________________________________________
 CQ0062* NAD 83(1986)-  32 31 24.     (N)    092 18 35.     (W)     SCALED    
 CQ0062* NAVD 88     -        48.292  (meters)     158.44   (feet)  ADJUSTED  
 CQ0062  ___________________________________________________________________
 CQ0062  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ0062  DYNAMIC HT  -          48.238 (meters)     158.26  (feet)  COMP
 CQ0062  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CQ0062
 CQ0062  VERT ORDER  -  FIRST     CLASS I
 CQ0062
 CQ0062.The horizontal coordinates were scaled from a topographic map and have
 CQ0062.an estimated accuracy of +/- 6 seconds.
 CQ0062
 CQ0062.The orthometric height was determined by differential leveling
 CQ0062.and adjusted by the National Geodetic Survey in June 1991..
 CQ0062
 CQ0062.The geoid height was determined by GEOID03.
 CQ0062
 CQ0062.The dynamic height is computed by dividing the NAVD 88
 CQ0062.geopotential number by the normal gravity value computed on the
 CQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0062.degrees latitude (g = 980.6199 gals.).
 CQ0062
 CQ0062.The modeled gravity was interpolated from observed gravity values.
 CQ0062
 CQ0062;                    North         East    Units  Estimated Accuracy
 CQ0062;SPC LA N     -   224,360.    1,017,880.      MT  (+/- 180 meters Scaled)
 CQ0062
 CQ0062                          SUPERSEDED SURVEY CONTROL
 CQ0062
 CQ0062  NGVD 29 (??/??/??)   48.347  (m)          158.62   (f) ADJUSTED    1 1
 CQ0062
 CQ0062.Superseded values are not recommended for survey control.
 CQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0062.See file dsdata.txt to determine how the superseded data were derived.
 CQ0062
 CQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR648986(NAD 83)
 CQ0062_MARKER: DB = BENCH MARK DISK
 CQ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0062_STAMPING: E 129 1950
 CQ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0062+STABILITY: SURFACE MOTION
 CQ0062
 CQ0062  HISTORY     - Date     Condition        Report By
 CQ0062  HISTORY     - 1950     MONUMENTED       CGS
 CQ0062  HISTORY     - 1969     GOOD             CGS
 CQ0062  HISTORY     - 1991     GOOD             USPSQD
 CQ0062  HISTORY     - 19910423 GOOD             USPSQD
 CQ0062
 CQ0062                          STATION DESCRIPTION
 CQ0062
 CQ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0062'3.15 MI E FROM CALHOUN.
 CQ0062'ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0062'CALHOUN, 61 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 102 FEET
 CQ0062'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 155 FEET NORTHWEST OF
 CQ0062'THE NORTHWEST CORNER OF A FARMHOUSE, 24 1/2 FEET SOUTHWEST OF A POWER
 CQ0062'POLE WHICH BEARS A TRANSFORMER, 3 FEET NORTHEAST OF A CORNER FENCE
 CQ0062'POST, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ0062'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL
 CQ0062'WITH THE SURFACE OF THE GROUND.  SEC 30, T 18N, R 2E.
 CQ0062
 CQ0062                          STATION RECOVERY (1991)
 CQ0062
 CQ0062'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0062'RECOVERED IN GOOD CONDITION.
 CQ0062
 CQ0062                          STATION RECOVERY (1991)
 CQ0062
 CQ0062'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0442 ***********************************************************************
 BX0442  DESIGNATION -  E 130
 BX0442  PID         -  BX0442
 BX0442  STATE/COUNTY-  LA/CALDWELL
 BX0442  USGS QUAD   -  HOLUM (1988)
 BX0442
 BX0442                         *CURRENT SURVEY CONTROL
 BX0442  ___________________________________________________________________
 BX0442* NAD 83(1986)-  31 55 52.     (N)    092 05 22.     (W)     SCALED    
 BX0442* NAVD 88     -        61.01   (+/-2cm)     200.2    (feet)  VERTCON   
 BX0442  ___________________________________________________________________
 BX0442  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0442
 BX0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0442
 BX0442.The horizontal coordinates were scaled from a topographic map and have
 BX0442.an estimated accuracy of +/- 6 seconds.
 BX0442
 BX0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0442.The vertical order pertains to the NGVD 29 superseded value.
 BX0442
 BX0442.The geoid height was determined by GEOID03.
 BX0442
 BX0442;                    North         East    Units  Estimated Accuracy
 BX0442;SPC LA N     -   158,750.    1,038,820.      MT  (+/- 180 meters Scaled)
 BX0442
 BX0442                          SUPERSEDED SURVEY CONTROL
 BX0442
 BX0442  NGVD 29 (??/??/??)   61.018  (m)          200.19   (f) ADJUSTED    2 0
 BX0442
 BX0442.Superseded values are not recommended for survey control.
 BX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0442.See file dsdata.txt to determine how the superseded data were derived.
 BX0442
 BX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR860331(NAD 83)
 BX0442_MARKER: DB = BENCH MARK DISK
 BX0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0442_STAMPING: E 130 1950
 BX0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0442+STABILITY: SURFACE MOTION
 BX0442
 BX0442  HISTORY     - Date     Condition        Report By
 BX0442  HISTORY     - 1950     MONUMENTED       CGS
 BX0442
 BX0442                          STATION DESCRIPTION
 BX0442
 BX0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0442'8.6 MI NW FROM ROSEFIELD.
 BX0442'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0442'ROSEFIELD, THENCE 3.9 MILES WEST ALONG A WINDING DIRT ROAD, 46 FEET
 BX0442'NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH OF A 10 INCH
 BX0442'TRIANGULAR BLAZED OAK TREE, 25 FEET NORTH OF A 10 INCH TRIANGULAR
 BX0442'BLAZED OAK TREE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BX0442'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0422 ***********************************************************************
 BX0422  DESIGNATION -  E 131
 BX0422  PID         -  BX0422
 BX0422  STATE/COUNTY-  LA/CATAHOULA
 BX0422  USGS QUAD   -  NICKEL (1984)
 BX0422
 BX0422                         *CURRENT SURVEY CONTROL
 BX0422  ___________________________________________________________________
 BX0422* NAD 83(1986)-  31 47 46.     (N)    092 00 10.     (W)     SCALED    
 BX0422* NAVD 88     -        52.38   (+/-2cm)     171.9    (feet)  VERTCON   
 BX0422  ___________________________________________________________________
 BX0422  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0422
 BX0422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0422
 BX0422.The horizontal coordinates were scaled from a topographic map and have
 BX0422.an estimated accuracy of +/- 6 seconds.
 BX0422
 BX0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0422.The vertical order pertains to the NGVD 29 superseded value.
 BX0422
 BX0422.The geoid height was determined by GEOID03.
 BX0422
 BX0422;                    North         East    Units  Estimated Accuracy
 BX0422;SPC LA N     -   143,810.    1,047,080.      MT  (+/- 180 meters Scaled)
 BX0422
 BX0422                          SUPERSEDED SURVEY CONTROL
 BX0422
 BX0422  NGVD 29 (??/??/??)   52.379  (m)          171.85   (f) ADJUSTED    2 0
 BX0422
 BX0422.Superseded values are not recommended for survey control.
 BX0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0422.See file dsdata.txt to determine how the superseded data were derived.
 BX0422
 BX0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR944182(NAD 83)
 BX0422_MARKER: DB = BENCH MARK DISK
 BX0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0422_STAMPING: E 131 1950
 BX0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0422+STABILITY: SURFACE MOTION
 BX0422
 BX0422  HISTORY     - Date     Condition        Report By
 BX0422  HISTORY     - 1950     MONUMENTED       CGS
 BX0422  HISTORY     - 1961     GOOD             CGS
 BX0422
 BX0422                          STATION DESCRIPTION
 BX0422
 BX0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0422'1.1 MI NW FROM AIMWELL.
 BX0422'LOCATED 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 BX0422'WITH STATE HIGHWAY 454 AT THE PENTECOSTAL CHURCH AT AIMWELL(THIS IS
 BX0422'0.3 MILE WEST OF THE ABANDONDED POST OFFICE AT AIMWELL).  IT IS 46
 BX0422'FEET WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY AT THE INSIDE OF A
 BX0422'CURVE AND AT THE TOP OF A SLIGHT GRADE, 20 FEET EAST OF A 14-INCH
 BX0422'TRIANGULAR BLAZED PINE TREE, 11 FEET SOUTH OF A TRIANGULAR BLAZED
 BX0422'8-INCH PINE TREE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS
 BX0422'A STANDARD DISK, STAMPED E 131 1950, SET IN THE TOP OF A 12-INCH ROUND
 BX0422'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0423 ***********************************************************************
 BX0423  DESIGNATION -  E 131 RESET 1962
 BX0423  PID         -  BX0423
 BX0423  STATE/COUNTY-  LA/CATAHOULA
 BX0423  USGS QUAD   -  NICKEL (1984)
 BX0423
 BX0423                         *CURRENT SURVEY CONTROL
 BX0423  ___________________________________________________________________
 BX0423* NAD 83(1986)-  31 47 44.     (N)    092 00 10.     (W)     SCALED    
 BX0423* NAVD 88     -        52.38   (+/-2cm)     171.9    (feet)  VERTCON   
 BX0423  ___________________________________________________________________
 BX0423  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0423
 BX0423  VERT ORDER  -  THIRD (See Below)
 BX0423
 BX0423.The horizontal coordinates were scaled from a topographic map and have
 BX0423.an estimated accuracy of +/- 6 seconds.
 BX0423
 BX0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0423.The vertical order pertains to the NGVD 29 superseded value.
 BX0423
 BX0423.The geoid height was determined by GEOID03.
 BX0423
 BX0423;                    North         East    Units  Estimated Accuracy
 BX0423;SPC LA N     -   143,750.    1,047,080.      MT  (+/- 180 meters Scaled)
 BX0423
 BX0423                          SUPERSEDED SURVEY CONTROL
 BX0423
 BX0423  NGVD 29 (??/??/??)   52.38   (m)          171.9    (f) RESET       3  
 BX0423
 BX0423.Superseded values are not recommended for survey control.
 BX0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0423.See file dsdata.txt to determine how the superseded data were derived.
 BX0423
 BX0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR944182(NAD 83)
 BX0423_MARKER: DB = BENCH MARK DISK
 BX0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0423_STAMPING: E 131 RESET 1962
 BX0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0423+STABILITY: SURFACE MOTION
 BX0423
 BX0423  HISTORY     - Date     Condition        Report By
 BX0423  HISTORY     - 1962     MONUMENTED       CGS
 BX0423
 BX0423                          STATION DESCRIPTION
 BX0423
 BX0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0423'1.3 MI NW FROM AIMWELL.
 BX0423'LOCATED 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 BX0423'WITH STATE HIGHWAY 459 AT THE PENTECOSTAL CHURCH AT AIMWELL (THIS IS
 BX0423'0.3 MILE WEST OF THE ABANDONED POST OFFICE AT AIMWELL) 49 FEET
 BX0423'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 10 FEET SOUTHEAST OF A
 BX0423'TRIANGULAR BLAZED 12-INCH PINE TREE, 1 1/2 FEET SOUTHWEST OF A METAL
 BX0423'WITNESS POST, AT THE SOUTHEAST END OF A CURVE IN THE HIGHWAY, AND SET
 BX0423'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1762 ***********************************************************************
 BW1762  DESIGNATION -  E 132
 BW1762  PID         -  BW1762
 BW1762  STATE/COUNTY-  LA/CATAHOULA
 BW1762  USGS QUAD   -  AIMWELL (1984)
 BW1762
 BW1762                         *CURRENT SURVEY CONTROL
 BW1762  ___________________________________________________________________
 BW1762* NAD 83(1986)-  31 51 23.     (N)    091 55 34.     (W)     SCALED    
 BW1762* NAVD 88     -        26.03   (+/-2cm)      85.4    (feet)  VERTCON   
 BW1762  ___________________________________________________________________
 BW1762  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BW1762
 BW1762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1762
 BW1762.The horizontal coordinates were scaled from a topographic map and have
 BW1762.an estimated accuracy of +/- 6 seconds.
 BW1762
 BW1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1762.The vertical order pertains to the NGVD 29 superseded value.
 BW1762
 BW1762.The geoid height was determined by GEOID03.
 BW1762
 BW1762;                    North         East    Units  Estimated Accuracy
 BW1762;SPC LA N     -   150,530.    1,054,310.      MT  (+/- 180 meters Scaled)
 BW1762
 BW1762                          SUPERSEDED SURVEY CONTROL
 BW1762
 BW1762  NGVD 29 (??/??/92)   26.035  (m)           85.42   (f) ADJ UNCH    2 0
 BW1762
 BW1762.Superseded values are not recommended for survey control.
 BW1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1762.See file dsdata.txt to determine how the superseded data were derived.
 BW1762
 BW1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR015250(NAD 83)
 BW1762_MARKER: DB = BENCH MARK DISK
 BW1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1762_STAMPING: E 132 1950
 BW1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1762+STABILITY: SURFACE MOTION
 BW1762
 BW1762  HISTORY     - Date     Condition        Report By
 BW1762  HISTORY     - 1950     MONUMENTED       CGS
 BW1762  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1762
 BW1762                          STATION DESCRIPTION
 BW1762
 BW1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1762'6.85 MI SE FROM ROSEFIELD.
 BW1762'0.45 MILE EAST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT ROSEFIELD,
 BW1762'THENCE 4.4 MILES SOUTHEAST ALONG A WINDING GRAVELED ROAD, THENCE 1.4
 BW1762'MILES EAST ALONG A WINDING DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A
 BW1762'WINDING DIRT ROAD.  0.15 MILE SOUTH OF A BARN WHICH IS ON THE WEST
 BW1762'SIDE OF THE ROAD, 82 FEET SOUTHWEST OF THE CENTER OF A CREEK, 79 FEET
 BW1762'SOUTHWEST OF THE SOUTHEAST CORNER OF AN ABANDONED BRIDGE, 22 FEET WEST
 BW1762'OF THE CENTER LINE OF THE ROAD, 4 FEET EAST OF A RAIL FENCE, 1.5 FEET
 BW1762'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1762'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BW1762
 BW1762                          STATION RECOVERY (1981)
 BW1762
 BW1762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2508 ***********************************************************************
 CQ2508  DESIGNATION -  E 137
 CQ2508  PID         -  CQ2508
 CQ2508  STATE/COUNTY-  LA/CALDWELL
 CQ2508  USGS QUAD   -  COTTON PLANT (1989)
 CQ2508
 CQ2508                         *CURRENT SURVEY CONTROL
 CQ2508  ___________________________________________________________________
 CQ2508* NAD 83(1986)-  32 00 47.     (N)    092 15 40.     (W)     SCALED    
 CQ2508* NAVD 88     -        49.86   (+/-2cm)     163.6    (feet)  VERTCON   
 CQ2508  ___________________________________________________________________
 CQ2508  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ2508
 CQ2508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ2508
 CQ2508.The horizontal coordinates were scaled from a topographic map and have
 CQ2508.an estimated accuracy of +/- 6 seconds.
 CQ2508
 CQ2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2508.The vertical order pertains to the NGVD 29 superseded value.
 CQ2508
 CQ2508.The geoid height was determined by GEOID03.
 CQ2508
 CQ2508;                    North         East    Units  Estimated Accuracy
 CQ2508;SPC LA N     -   167,790.    1,022,570.      MT  (+/- 180 meters Scaled)
 CQ2508
 CQ2508                          SUPERSEDED SURVEY CONTROL
 CQ2508
 CQ2508  NGVD 29 (??/??/??)   49.883  (m)          163.66   (f) ADJUSTED    2 0
 CQ2508
 CQ2508.Superseded values are not recommended for survey control.
 CQ2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2508.See file dsdata.txt to determine how the superseded data were derived.
 CQ2508
 CQ2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR697421(NAD 83)
 CQ2508_MARKER: DB = BENCH MARK DISK
 CQ2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2508_STAMPING: E 137 1950
 CQ2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2508+STABILITY: SURFACE MOTION
 CQ2508
 CQ2508  HISTORY     - Date     Condition        Report By
 CQ2508  HISTORY     - 1950     MONUMENTED       CGS
 CQ2508
 CQ2508                          STATION DESCRIPTION
 CQ2508
 CQ2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ2508'7.2 MI NW FROM KELLY.
 CQ2508'1.55 MILES WEST ALONG STATE HIGHWAY NO. 246 FROM THE POST OFFICE AT
 CQ2508'KELLY, THENCE 2.55 MILES WEST ALONG A PARISH ROAD, THENCE 3.1 MILES
 CQ2508'NORTHWEST ALONG STATE HIGHWAY NO. 246.  AT A Y-JUNCTION OF ROADS, 84
 CQ2508'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 69 FEET NORTHWEST OF A
 CQ2508'POWER LINE POLE IN THE POINT OF THE Y-JUNCTION, 27 FEET WEST OF THE
 CQ2508'CENTER LINE OF A SIDE ROAD LEADING NORTH AND CURVING TO THE NORTHEAST,
 CQ2508'19 FEET SOUTHWEST OF THE CENTERLINE OF AN OLD ROAD BED, 1.3 FEET SOUTH
 CQ2508'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 CQ2508'FEET AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1730 ***********************************************************************
 BW1730  DESIGNATION -  E 138
 BW1730  PID         -  BW1730
 BW1730  STATE/COUNTY-  LA/CATAHOULA
 BW1730  USGS QUAD   -  AIMWELL (1984)
 BW1730
 BW1730                         *CURRENT SURVEY CONTROL
 BW1730  ___________________________________________________________________
 BW1730* NAD 83(1986)-  31 50 25.     (N)    091 58 21.     (W)     SCALED    
 BW1730* NAVD 88     -        69.47   (+/-2cm)     227.9    (feet)  VERTCON   
 BW1730  ___________________________________________________________________
 BW1730  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BW1730
 BW1730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1730
 BW1730.The horizontal coordinates were scaled from a topographic map and have
 BW1730.an estimated accuracy of +/- 6 seconds.
 BW1730
 BW1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1730.The vertical order pertains to the NGVD 29 superseded value.
 BW1730
 BW1730.The geoid height was determined by GEOID03.
 BW1730
 BW1730;                    North         East    Units  Estimated Accuracy
 BW1730;SPC LA N     -   148,730.    1,049,930.      MT  (+/- 180 meters Scaled)
 BW1730
 BW1730                          SUPERSEDED SURVEY CONTROL
 BW1730
 BW1730  NGVD 29 (??/??/92)   69.473  (m)          227.93   (f) ADJ UNCH    2 0
 BW1730
 BW1730.Superseded values are not recommended for survey control.
 BW1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1730.See file dsdata.txt to determine how the superseded data were derived.
 BW1730
 BW1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR972231(NAD 83)
 BW1730_MARKER: DB = BENCH MARK DISK
 BW1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1730_STAMPING: E 138 1950
 BW1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1730+STABILITY: SURFACE MOTION
 BW1730
 BW1730  HISTORY     - Date     Condition        Report By
 BW1730  HISTORY     - 1950     MONUMENTED       CGS
 BW1730  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1730
 BW1730                          STATION DESCRIPTION
 BW1730
 BW1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1730'7.1 MI SE FROM ROSEFIELD.
 BW1730'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BW1730'ROSEFIELD, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BW1730'1.2 MILES SOUTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.9 MILES SOUTH
 BW1730'ALONG A WINDING DIRT ROAD, THENCE 2.0 MILES EAST ALONG A WINDING DIRT
 BW1730'ROAD.  31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 25 FEET WEST OF
 BW1730'AN 8 INCH TRIANGULAR BLAZED PINE TREE, 14 FEET EAST OF A 6 INCH
 BW1730'TRIANGULAR BLAZED PINE TREE, 1.2 FEET NORTH OF A WITNESS POST, 16 FEET
 BW1730'NORTH OF AN 8 INCH TRIANGULAR BLAZED PINE TREE, SET IN THE TOP OF A
 BW1730'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BW1730
 BW1730                          STATION RECOVERY (1981)
 BW1730
 BW1730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0250 ***********************************************************************
 BX0250  DESIGNATION -  E 139
 BX0250  PID         -  BX0250
 BX0250  STATE/COUNTY-  LA/WINN
 BX0250  USGS QUAD   -  FLAT CREEK (1984)
 BX0250
 BX0250                         *CURRENT SURVEY CONTROL
 BX0250  ___________________________________________________________________
 BX0250* NAD 83(1986)-  31 56 48.     (N)    092 22 44.     (W)     SCALED    
 BX0250* NAVD 88     -        55.82   (+/-2cm)     183.1    (feet)  VERTCON   
 BX0250  ___________________________________________________________________
 BX0250  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BX0250
 BX0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0250
 BX0250.The horizontal coordinates were scaled from a topographic map and have
 BX0250.an estimated accuracy of +/- 6 seconds.
 BX0250
 BX0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0250.The vertical order pertains to the NGVD 29 superseded value.
 BX0250
 BX0250.The geoid height was determined by GEOID03.
 BX0250
 BX0250;                    North         East    Units  Estimated Accuracy
 BX0250;SPC LA N     -   160,410.    1,011,450.      MT  (+/- 180 meters Scaled)
 BX0250
 BX0250                          SUPERSEDED SURVEY CONTROL
 BX0250
 BX0250  NGVD 29 (??/??/??)   55.840  (m)          183.20   (f) ADJUSTED    2 0
 BX0250
 BX0250.Superseded values are not recommended for survey control.
 BX0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0250.See file dsdata.txt to determine how the superseded data were derived.
 BX0250
 BX0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR587346(NAD 83)
 BX0250_MARKER: DB = BENCH MARK DISK
 BX0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0250_STAMPING: E 139 1950
 BX0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0250+STABILITY: SURFACE MOTION
 BX0250
 BX0250  HISTORY     - Date     Condition        Report By
 BX0250  HISTORY     - 1950     MONUMENTED       CGS
 BX0250  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0250
 BX0250                          STATION DESCRIPTION
 BX0250
 BX0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0250'11.1 MI NW FROM OLLA.
 BX0250'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX0250'PACIFIC RAILROAD STATION AT OLLA, THENCE 7.3 MILES NORTHWEST ALONG
 BX0250'STATE HIGHWAY NO. 6, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY NO.
 BX0250'413.  ABOUT 300 FEET SOUTHEAST OF A Y-JUNCTION OF ROADS, 58 FEET WEST
 BX0250'OF A 24-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE
 BX0250'TREE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 BX0250'NORTH OF A 6-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE
 BX0250'OF THE TREE, 1.3 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF
 BX0250'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX0250
 BX0250                          STATION RECOVERY (1981)
 BX0250
 BX0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1709 ***********************************************************************
 CQ1709  DESIGNATION -  E 140
 CQ1709  PID         -  CQ1709
 CQ1709  STATE/COUNTY-  LA/DE SOTO
 CQ1709  USGS QUAD   -  LONGSTREET (1972)
 CQ1709
 CQ1709                         *CURRENT SURVEY CONTROL
 CQ1709  ___________________________________________________________________
 CQ1709* NAD 83(1986)-  32 02 27.     (N)    093 58 25.     (W)     SCALED    
 CQ1709* NAVD 88     -        70.873  (meters)     232.52   (feet)  ADJUSTED  
 CQ1709  ___________________________________________________________________
 CQ1709  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1709  DYNAMIC HT  -          70.791 (meters)     232.25  (feet)  COMP
 CQ1709  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CQ1709
 CQ1709  VERT ORDER  -  FIRST     CLASS II
 CQ1709
 CQ1709.The horizontal coordinates were scaled from a topographic map and have
 CQ1709.an estimated accuracy of +/- 6 seconds.
 CQ1709
 CQ1709.The orthometric height was determined by differential leveling
 CQ1709.and adjusted by the National Geodetic Survey in June 1991..
 CQ1709
 CQ1709.The geoid height was determined by GEOID03.
 CQ1709
 CQ1709.The dynamic height is computed by dividing the NAVD 88
 CQ1709.geopotential number by the normal gravity value computed on the
 CQ1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1709.degrees latitude (g = 980.6199 gals.).
 CQ1709
 CQ1709.The modeled gravity was interpolated from observed gravity values.
 CQ1709
 CQ1709;                    North         East    Units  Estimated Accuracy
 CQ1709;SPC LA N     -   171,790.      860,830.      MT  (+/- 180 meters Scaled)
 CQ1709
 CQ1709                          SUPERSEDED SURVEY CONTROL
 CQ1709
 CQ1709  NGVD 29 (??/??/??)   70.935  (m)          232.73   (f) ADJUSTED    1 2
 CQ1709
 CQ1709.Superseded values are not recommended for survey control.
 CQ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1709.See file dsdata.txt to determine how the superseded data were derived.
 CQ1709
 CQ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR080453(NAD 83)
 CQ1709_MARKER: DB = BENCH MARK DISK
 CQ1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1709_STAMPING: E 140 1952
 CQ1709_PROJECTION: PROJECTING 18 CENTIMETERS
 CQ1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1709+STABILITY: SURFACE MOTION
 CQ1709
 CQ1709  HISTORY     - Date     Condition        Report By
 CQ1709  HISTORY     - 1952     MONUMENTED       CGS
 CQ1709  HISTORY     - 1979     GOOD             NGS
 CQ1709  HISTORY     - 19961116 GOOD             USPSQD
 CQ1709
 CQ1709                          STATION DESCRIPTION
 CQ1709
 CQ1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1709'4.2 MI SW FROM LONGSTREET.
 CQ1709'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE TEXAS AND NEW
 CQ1709'ORLEANS RAILROAD STATION AT LONGSTREET, 57 FEET EAST OF THE CENTER
 CQ1709'LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD
 CQ1709'LEADING EAST, 5.8 FEET NORTHEAST OF A POWER POLE, 2 FEET EAST OF A
 CQ1709'FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ1709'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CQ1709
 CQ1709                          STATION RECOVERY (1979)
 CQ1709
 CQ1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1709'OMIT-4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE TEXAS
 CQ1709'AND NEW ORLEANS RAILROAD STATION AT LONGSTREET.
 CQ1709'ADD-4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 CQ1709'IN LONGSTREET, ALSO 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM
 CQ1709'THE JUNCTION OF U.S. HIGHWAY 84 IN LOGANSPORT.
 CQ1709'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CQ1709
 CQ1709                          STATION RECOVERY (1996)
 CQ1709
 CQ1709'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0290 ***********************************************************************
 BX0290  DESIGNATION -  E 142
 BX0290  PID         -  BX0290
 BX0290  STATE/COUNTY-  LA/WINN
 BX0290  USGS QUAD   -  OLLA WEST (1984)
 BX0290
 BX0290                         *CURRENT SURVEY CONTROL
 BX0290  ___________________________________________________________________
 BX0290* NAD 83(1986)-  31 54 22.     (N)    092 20 18.     (W)     SCALED    
 BX0290* NAVD 88     -        47.81   (+/-2cm)     156.9    (feet)  VERTCON   
 BX0290  ___________________________________________________________________
 BX0290  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0290
 BX0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0290
 BX0290.The horizontal coordinates were scaled from a topographic map and have
 BX0290.an estimated accuracy of +/- 6 seconds.
 BX0290
 BX0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0290.The vertical order pertains to the NGVD 29 superseded value.
 BX0290
 BX0290.The geoid height was determined by GEOID03.
 BX0290
 BX0290;                    North         East    Units  Estimated Accuracy
 BX0290;SPC LA N     -   155,910.    1,015,290.      MT  (+/- 180 meters Scaled)
 BX0290
 BX0290                          SUPERSEDED SURVEY CONTROL
 BX0290
 BX0290  NGVD 29 (??/??/??)   47.831  (m)          156.93   (f) ADJUSTED    2 0
 BX0290
 BX0290.Superseded values are not recommended for survey control.
 BX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0290.See file dsdata.txt to determine how the superseded data were derived.
 BX0290
 BX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR625302(NAD 83)
 BX0290_MARKER: DB = BENCH MARK DISK
 BX0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0290_STAMPING: E 142 1950
 BX0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0290+STABILITY: SURFACE MOTION
 BX0290
 BX0290  HISTORY     - Date     Condition        Report By
 BX0290  HISTORY     - 1950     MONUMENTED       CGS
 BX0290
 BX0290                          STATION DESCRIPTION
 BX0290
 BX0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0290'7.4 MI W FROM OLLA.
 BX0290'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 165 FROM THE MISSOURI PACIFIC
 BX0290'RAILROAD STATION AT OLLA, THENCE 4.7 MILES NORTHWEST ALONG STATE
 BX0290'HIGHWAY 6, THENCE 0.6 MILE SOUTHWEST ALONG A WOODS ROAD, THENCE 0.8
 BX0290'MILE SOUTHWEST ALONG THE MIDDLE FORK OF THE WOODS ROAD.  AT A ROAD
 BX0290'JUNCTION, 300 YARDS (PACED) EAST ALONG AN ABANDONED ROAD FROM A
 BX0290'STREAM, ON TOP OF A RISE, AT AN ABANDONED FARMHOUSE SITE, 203.4 FEET
 BX0290'NORTH OF A 12-INCH CEDAR TREE, 50 FEET NORTH OF THE CENTER LINE OF A
 BX0290'ROAD LEADING EAST, 44 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 BX0290'LEADING NORTHEAST, 11 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD
 BX0290'LEADING SOUTH, 6.4 FEET EAST OFA REFERENCE POST, AND SET IN THE TOP OF
 BX0290'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0493 ***********************************************************************
 BX0493  DESIGNATION -  E 143
 BX0493  PID         -  BX0493
 BX0493  STATE/COUNTY-  LA/LA SALLE
 BX0493  USGS QUAD   -  SUMMERVILLE (1984)
 BX0493
 BX0493                         *CURRENT SURVEY CONTROL
 BX0493  ___________________________________________________________________
 BX0493* NAD 83(1986)-  31 48 00.     (N)    092 14 31.     (W)     SCALED    
 BX0493* NAVD 88     -        51.42   (+/-2cm)     168.7    (feet)  VERTCON   
 BX0493  ___________________________________________________________________
 BX0493  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0493
 BX0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0493
 BX0493.The horizontal coordinates were scaled from a topographic map and have
 BX0493.an estimated accuracy of +/- 6 seconds.
 BX0493
 BX0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0493.The vertical order pertains to the NGVD 29 superseded value.
 BX0493
 BX0493.The geoid height was determined by GEOID03.
 BX0493
 BX0493;                    North         East    Units  Estimated Accuracy
 BX0493;SPC LA N     -   144,170.    1,024,440.      MT  (+/- 180 meters Scaled)
 BX0493
 BX0493                          SUPERSEDED SURVEY CONTROL
 BX0493
 BX0493  NGVD 29 (??/??/??)   51.428  (m)          168.73   (f) ADJUSTED    2 0
 BX0493
 BX0493.Superseded values are not recommended for survey control.
 BX0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0493.See file dsdata.txt to determine how the superseded data were derived.
 BX0493
 BX0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR717185(NAD 83)
 BX0493_MARKER: DB = BENCH MARK DISK
 BX0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0493_STAMPING: E 143 1950
 BX0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0493+STABILITY: SURFACE MOTION
 BX0493
 BX0493  HISTORY     - Date     Condition        Report By
 BX0493  HISTORY     - 1950     MONUMENTED       CGS
 BX0493
 BX0493                          STATION DESCRIPTION
 BX0493
 BX0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0493'12.2 MI NW FROM JENA.
 BX0493'8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BX0493'JENA, THENCE 4.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE
 BX0493'NORTHWEST ALONG A DIRT ROAD.  0.1 MILE NORTHWEST OF AN INTERSECTION OF
 BX0493'AN EAST AND WEST GRAVELED ROAD AND A NORTH AND SOUTH GRAVELED ROAD, 38
 BX0493'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 6.8 FEET SOUTHEAST OF
 BX0493'AN 18 INCH TRIANGULAR BLAZED OAK TREE, 4.9 FEET WEST OF A WITNESS
 BX0493'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BX0493'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1724 ***********************************************************************
 BK1724  DESIGNATION -  E 161
 BK1724  PID         -  BK1724
 BK1724  STATE/COUNTY-  LA/CALCASIEU
 BK1724  USGS QUAD   -  VINTON (1994)
 BK1724
 BK1724                         *CURRENT SURVEY CONTROL
 BK1724  ___________________________________________________________________
 BK1724* NAD 83(1986)-  30 10 02.     (N)    093 37 30.     (W)     SCALED    
 BK1724* NAVD 88     -         3.794  (meters)      12.45   (feet)  ADJUSTED  
 BK1724  ___________________________________________________________________
 BK1724  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1724  DYNAMIC HT  -           3.789 (meters)      12.43  (feet)  COMP
 BK1724  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 BK1724
 BK1724  VERT ORDER  -  FIRST     CLASS I
 BK1724
 BK1724.The horizontal coordinates were scaled from a topographic map and have
 BK1724.an estimated accuracy of +/- 6 seconds.
 BK1724
 BK1724.The orthometric height was determined by differential leveling
 BK1724.and adjusted by the National Geodetic Survey in February 1994..
 BK1724
 BK1724.The geoid height was determined by GEOID03.
 BK1724
 BK1724.The dynamic height is computed by dividing the NAVD 88
 BK1724.geopotential number by the normal gravity value computed on the
 BK1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1724.degrees latitude (g = 980.6199 gals.).
 BK1724
 BK1724.The modeled gravity was interpolated from observed gravity values.
 BK1724
 BK1724;                    North         East    Units  Estimated Accuracy
 BK1724;SPC LA S     -   187,010.      779,290.      MT  (+/- 180 meters Scaled)
 BK1724
 BK1724                          SUPERSEDED SURVEY CONTROL
 BK1724
 BK1724  NAVD 88 (06/15/91)    3.793  (m)           12.44   (f) UNKNOWN     1 1
 BK1724  NGVD 29 (??/??/??)    3.750  (m)           12.30   (f) ADJUSTED    1 1
 BK1724
 BK1724.Superseded values are not recommended for survey control.
 BK1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1724.See file dsdata.txt to determine how the superseded data were derived.
 BK1724
 BK1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP398374(NAD 83)
 BK1724_MARKER: DB = BENCH MARK DISK
 BK1724_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK1724_SP_SET: HEADWALL
 BK1724_STAMPING: E 161 1955
 BK1724_MARK LOGO: CGS   
 BK1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1724+STABILITY: SURFACE MOTION
 BK1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1724+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BK1724
 BK1724  HISTORY     - Date     Condition        Report By
 BK1724  HISTORY     - 1955     MONUMENTED       CGS
 BK1724  HISTORY     - 1972     GOOD             NGS
 BK1724  HISTORY     - 1981     GOOD             CGS
 BK1724  HISTORY     - 1984     GOOD             LADTD
 BK1724  HISTORY     - 1986     GOOD             NGS
 BK1724  HISTORY     - 1988     GOOD             USPSQD
 BK1724  HISTORY     - 1988     GOOD             USPSQD
 BK1724  HISTORY     - 1989     GOOD             USPSQD
 BK1724  HISTORY     - 19970208 GOOD             USPSQD
 BK1724  HISTORY     - 20021112 GOOD             USPSQD
 BK1724  HISTORY     - 20041009 GOOD             USPSQD
 BK1724
 BK1724                          STATION DESCRIPTION
 BK1724
 BK1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1724'3.15 MI SW FROM VINTON.
 BK1724'ABOUT 3.15 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BK1724'THE MUNICIPAL BUILDING AT VINTON, 0.3 MILE NORTHEAST OF MILEPOST 245,
 BK1724'95 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 29 FEET NORTHWEST OF THE
 BK1724'CENTER LINE OF U.S. HIGHWAY 90, SET IN THE TOP OF THE SOUTHWEST END OF
 BK1724'THE NORTHWEST CONCRETE HEADWALL OF A 36X8 FOOT 4-CHANNEL CONCRETE
 BK1724'CULVERT UNDER THE HIGHWAY, 2.6 FEET NORTHEAST OF THE SOUTHWEST END OF
 BK1724'THE HEADWALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  SEC
 BK1724'30, T 10 S, R 12 W.
 BK1724
 BK1724                          STATION RECOVERY (1981)
 BK1724
 BK1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 BK1724'5.08 KILOMETERS (3.15 MILES) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE
 BK1724'CITY MUNICIPAL BUILDING IN VINTON TO THE MARK ON THE RIGHT IN TOP OF
 BK1724'THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 36 FEET BY 8 FEET
 BK1724'FOUR-CHANNEL CONCRETE CULVERT UNDER HIGHWAY 90, 28.9 METERS (95.0
 BK1724'FEET) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC
 BK1724'RAILROAD, 8.83 METERS (29.0 FEET) NORTHWEST OF THE CENTERLINE OF THE
 BK1724'HIGHWAY, 0.79 METER (2.6 FEET) NORTHEAST OF THE SOUTHWEST END OF THE
 BK1724'NORTHWEST HEADWALL OF THE CULVERT.
 BK1724'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 BK1724'THE MARK IS 0.91 M BELOW HIGHWAY.
 BK1724
 BK1724                          STATION RECOVERY (1984)
 BK1724
 BK1724'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1724'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  COMMENCE AT
 BK1724'INTERSECTION OF LA.109 AND US 90 AND 60 EAST 1.5 KM (.93 MILES) TO THE
 BK1724'MARK ON THE LEFT IN THE NORTHWEST CORNER OF THE NORTH HEADWALL,
 BK1724'8.81 METERS (28.9 FEET) NORTHWEST OF THE CENTERLINE OF US 90 HIGHWAY,
 BK1724'19.8 METERS (65 FEET) EAST-NORTHEAST OF POWER POLE WITH A TRANSFORMER.
 BK1724'THE MARK IS 1.22 METERS  ENE FROM A WITNESS POST.
 BK1724'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1724
 BK1724                          STATION RECOVERY (1986)
 BK1724
 BK1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1724'RECOVERED IN GOOD CONDITION.
 BK1724
 BK1724                          STATION RECOVERY (1988)
 BK1724
 BK1724'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1724'RECOVERED IN GOOD CONDITION.
 BK1724
 BK1724                          STATION RECOVERY (1988)
 BK1724
 BK1724'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHH)
 BK1724'RECOVERED IN GOOD CONDITION.
 BK1724
 BK1724                          STATION RECOVERY (1989)
 BK1724
 BK1724'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1724'RECOVERED IN GOOD CONDITION.
 BK1724
 BK1724                          STATION RECOVERY (1997)
 BK1724
 BK1724'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1724'RECOVERED IN GOOD CONDITION.
 BK1724
 BK1724                          STATION RECOVERY (2002)
 BK1724
 BK1724'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1724'RECOVERED IN GOOD CONDITION.
 BK1724
 BK1724                          STATION RECOVERY (2004)
 BK1724
 BK1724'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK1724'WITNESS POST SIGN BADLY MANGLED
 BK1724' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1962 ***********************************************************************
 CQ1962  DESIGNATION -  E 177
 CQ1962  PID         -  CQ1962
 CQ1962  STATE/COUNTY-  LA/BOSSIER
 CQ1962  USGS QUAD   -  DIXIE (1982)
 CQ1962
 CQ1962                         *CURRENT SURVEY CONTROL
 CQ1962  ___________________________________________________________________
 CQ1962* NAD 83(1986)-  32 41 22.     (N)    093 45 23.     (W)     SCALED    
 CQ1962* NAVD 88     -        58.146  (meters)     190.77   (feet)  ADJUSTED  
 CQ1962  ___________________________________________________________________
 CQ1962  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1962  DYNAMIC HT  -          58.081 (meters)     190.55  (feet)  COMP
 CQ1962  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CQ1962
 CQ1962  VERT ORDER  -  FIRST     CLASS II
 CQ1962
 CQ1962.The horizontal coordinates were scaled from a topographic map and have
 CQ1962.an estimated accuracy of +/- 6 seconds.
 CQ1962
 CQ1962.The orthometric height was determined by differential leveling
 CQ1962.and adjusted by the National Geodetic Survey in June 1991..
 CQ1962
 CQ1962.The geoid height was determined by GEOID03.
 CQ1962
 CQ1962.The dynamic height is computed by dividing the NAVD 88
 CQ1962.geopotential number by the normal gravity value computed on the
 CQ1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1962.degrees latitude (g = 980.6199 gals.).
 CQ1962
 CQ1962.The modeled gravity was interpolated from observed gravity values.
 CQ1962
 CQ1962;                    North         East    Units  Estimated Accuracy
 CQ1962;SPC LA N     -   243,450.      882,180.      MT  (+/- 180 meters Scaled)
 CQ1962
 CQ1962                          SUPERSEDED SURVEY CONTROL
 CQ1962
 CQ1962  NGVD 29 (??/??/??)   58.218  (m)          191.00   (f) ADJUSTED    1 2
 CQ1962
 CQ1962.Superseded values are not recommended for survey control.
 CQ1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1962.See file dsdata.txt to determine how the superseded data were derived.
 CQ1962
 CQ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS290171(NAD 83)
 CQ1962_MARKER: DB = BENCH MARK DISK
 CQ1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1962_STAMPING: E 177 1960
 CQ1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1962+STABILITY: SURFACE MOTION
 CQ1962
 CQ1962  HISTORY     - Date     Condition        Report By
 CQ1962  HISTORY     - 1961     MONUMENTED       CGS
 CQ1962  HISTORY     - 1969     GOOD             LADH
 CQ1962  HISTORY     - 1977     GOOD             NGS
 CQ1962  HISTORY     - 20020116 GOOD             NGS
 CQ1962
 CQ1962                          STATION DESCRIPTION
 CQ1962
 CQ1962'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1962'1.3 MI SW FROM BENTON.
 CQ1962'0.5 MILE SOUTH ALONG STATE HIGHWAY 3 FROM ST. LOUIS SOUTHWESTERN
 CQ1962'RAILROAD STATION AT BENTON, THENCE 0.8 MILE WEST ALONG STINSON ROAD,
 CQ1962'46 FEET NORTH OF THE CENTER LINE OF STINSON ROAD, 81 FEET NORTHWEST OF
 CQ1962'CENTER OF A JUNCTION OF GRAVELED ROAD LEADING SOUTH, 38 FEET SOUTHWEST
 CQ1962'OF SOUTHWEST CORNER OF AN OLD BARN, 1.4 FEET NORTH OF A METAL WITNESS
 CQ1962'POST, ABOUT 4 FEET ABOVE STINSON ROAD, AND SET IN THE TOP OF A
 CQ1962'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 CQ1962
 CQ1962                          STATION RECOVERY (1977)
 CQ1962
 CQ1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1962'RECOVERED IN GOOD CONDITION.
 CQ1962
 CQ1962                          STATION RECOVERY (2002)
 CQ1962
 CQ1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1962'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1219 ***********************************************************************
 BJ1219  DESIGNATION -  E 179
 BJ1219  PID         -  BJ1219
 BJ1219  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1219  USGS QUAD   -  HAMMOND (1994)
 BJ1219
 BJ1219                         *CURRENT SURVEY CONTROL
 BJ1219  ___________________________________________________________________
 BJ1219* NAD 83(1986)-  30 31 17.     (N)    090 27 57.     (W)     SCALED    
 BJ1219* NAVD 88     -        14.088  (meters)      46.22   (feet)  READJUSTED
 BJ1219  ___________________________________________________________________
 BJ1219  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ1219  DYNAMIC HT  -          14.070 (meters)      46.16  (feet)  COMP
 BJ1219  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ1219
 BJ1219  VERT ORDER  -  ?
 BJ1219
 BJ1219.The horizontal coordinates were scaled from a topographic map and have
 BJ1219.an estimated accuracy of +/- 6 seconds.
 BJ1219
 BJ1219.The orthometric height was determined by differential leveling
 BJ1219.and adjusted by the National Geodetic Survey in June 1991..
 BJ1219.The height was derived from older observations constrained to new
 BJ1219.heights in a crustal motion area.  The height is approximate in
 BJ1219.relation to other heights in its vicinity.
 BJ1219
 BJ1219.The geoid height was determined by GEOID03.
 BJ1219
 BJ1219.The dynamic height is computed by dividing the NAVD 88
 BJ1219.geopotential number by the normal gravity value computed on the
 BJ1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1219.degrees latitude (g = 980.6199 gals.).
 BJ1219
 BJ1219.The modeled gravity was interpolated from observed gravity values.
 BJ1219
 BJ1219;                    North         East    Units  Estimated Accuracy
 BJ1219;SPC LA S     -   224,380.    1,083,260.      MT  (+/- 180 meters Scaled)
 BJ1219
 BJ1219                          SUPERSEDED SURVEY CONTROL
 BJ1219
 BJ1219  NGVD 29 (??/??/??)   14.068  (m)           46.15   (f) ADJUSTED    1 1
 BJ1219
 BJ1219.Superseded values are not recommended for survey control.
 BJ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1219.See file dsdata.txt to determine how the superseded data were derived.
 BJ1219
 BJ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP431792(NAD 83)
 BJ1219_MARKER: DB = BENCH MARK DISK
 BJ1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1219_SP_SET: ABUTMENT
 BJ1219_STAMPING: E 179 1959
 BJ1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1219
 BJ1219  HISTORY     - Date     Condition        Report By
 BJ1219  HISTORY     - 1959     MONUMENTED       CGS
 BJ1219  HISTORY     - 1969     GOOD             CGS
 BJ1219  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1219
 BJ1219                          STATION DESCRIPTION
 BJ1219
 BJ1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1219'1.0 MI N FROM HAMMOND.
 BJ1219'ABOUT 1.0 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1219'STATION AT HAMMOND, SET ON THE TOP OF THE EAST END OF THE NORTH
 BJ1219'CONCRETE ABUTMENT FOR A 40-FOOT BRIDGE OVER PONCHATOULA CREEK, 101
 BJ1219'FEET SOUTHEAST OF AND ACROSS THE TRACKS FROM MILEPOST 858, 10.0 FEET
 BJ1219'EAST OF THE EAST RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC
 BJ1219'14, T 6S, R 7E.
 BJ1219
 BJ1219                          STATION RECOVERY (1992)
 BJ1219
 BJ1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1219'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2025 ***********************************************************************
 BJ2025  DESIGNATION -  E 18
 BJ2025  PID         -  BJ2025
 BJ2025  STATE/COUNTY-  LA/IBERVILLE
 BJ2025  USGS QUAD   -  GROSSE TETE (1992)
 BJ2025
 BJ2025                         *CURRENT SURVEY CONTROL
 BJ2025  ___________________________________________________________________
 BJ2025* NAD 83(1986)-  30 24 53.     (N)    091 27 44.     (W)     SCALED    
 BJ2025* NAVD 88     -         5.44   (+/-2cm)      17.8    (feet)  VERTCON   
 BJ2025  ___________________________________________________________________
 BJ2025  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2025
 BJ2025  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2025
 BJ2025.The horizontal coordinates were scaled from a topographic map and have
 BJ2025.an estimated accuracy of +/- 6 seconds.
 BJ2025
 BJ2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2025.The vertical order pertains to the NGVD 29 superseded value.
 BJ2025
 BJ2025.The geoid height was determined by GEOID03.
 BJ2025
 BJ2025;                    North         East    Units  Estimated Accuracy
 BJ2025;SPC LA S     -   212,250.      987,620.      MT  (+/- 180 meters Scaled)
 BJ2025
 BJ2025                          SUPERSEDED SURVEY CONTROL
 BJ2025
 BJ2025  NGVD 29 (??/??/??)    5.447  (m)           17.87   (f) ADJUSTED    1 2
 BJ2025
 BJ2025.Superseded values are not recommended for survey control.
 BJ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2025.See file dsdata.txt to determine how the superseded data were derived.
 BJ2025
 BJ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP477657(NAD 83)
 BJ2025_MARKER: DB = BENCH MARK DISK
 BJ2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2025+STABILITY: SURFACE MOTION
 BJ2025
 BJ2025  HISTORY     - Date     Condition        Report By
 BJ2025  HISTORY     - UNK      MONUMENTED       CGS
 BJ2025  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2025
 BJ2025                          STATION DESCRIPTION
 BJ2025
 BJ2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2025'1.4 MI W FROM GROSSE TETE.
 BJ2025'ALONG THE TEXAS AND NEW ORLEANS RAILROAD.  AT PUBLIC ROAD CROSSING. 1
 BJ2025'POLE EAST OF MILE POLE NO. 36.  SET IN POST, 33 FEET EAST OF WOODEN
 BJ2025'TRESTLE BRIDGE NO. 36-A.  15 FEET WEST OF THE CENTERLINE OF THE ROAD
 BJ2025'AND 10 FEET NORTH OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1859 ***********************************************************************
 CQ1859  DESIGNATION -  E 180
 CQ1859  PID         -  CQ1859
 CQ1859  STATE/COUNTY-  LA/BOSSIER
 CQ1859  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1859
 CQ1859                         *CURRENT SURVEY CONTROL
 CQ1859  ___________________________________________________________________
 CQ1859* NAD 83(1986)-  32 58 30.     (N)    093 40 52.     (W)     SCALED    
 CQ1859* NAVD 88     -        96.089  (meters)     315.25   (feet)  ADJUSTED  
 CQ1859  ___________________________________________________________________
 CQ1859  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ1859  DYNAMIC HT  -          95.983 (meters)     314.90  (feet)  COMP
 CQ1859  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 CQ1859
 CQ1859  VERT ORDER  -  FIRST     CLASS II
 CQ1859
 CQ1859.The horizontal coordinates were scaled from a topographic map and have
 CQ1859.an estimated accuracy of +/- 6 seconds.
 CQ1859
 CQ1859.The orthometric height was determined by differential leveling
 CQ1859.and adjusted by the National Geodetic Survey in June 1991..
 CQ1859
 CQ1859.The geoid height was determined by GEOID03.
 CQ1859
 CQ1859.The dynamic height is computed by dividing the NAVD 88
 CQ1859.geopotential number by the normal gravity value computed on the
 CQ1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1859.degrees latitude (g = 980.6199 gals.).
 CQ1859
 CQ1859.The modeled gravity was interpolated from observed gravity values.
 CQ1859
 CQ1859;                    North         East    Units  Estimated Accuracy
 CQ1859;SPC LA N     -   275,040.      889,580.      MT  (+/- 180 meters Scaled)
 CQ1859
 CQ1859                          SUPERSEDED SURVEY CONTROL
 CQ1859
 CQ1859  NGVD 29 (??/??/??)   96.150  (m)          315.45   (f) ADJUSTED    1 2
 CQ1859
 CQ1859.Superseded values are not recommended for survey control.
 CQ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1859.See file dsdata.txt to determine how the superseded data were derived.
 CQ1859
 CQ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS363487(NAD 83)
 CQ1859_MARKER: DB = BENCH MARK DISK
 CQ1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1859_STAMPING: E 180 1960
 CQ1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1859+STABILITY: SURFACE MOTION
 CQ1859
 CQ1859  HISTORY     - Date     Condition        Report By
 CQ1859  HISTORY     - 1961     MONUMENTED       CGS
 CQ1859  HISTORY     - 1969     GOOD             LADH
 CQ1859  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ1859  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ1859
 CQ1859                          STATION DESCRIPTION
 CQ1859
 CQ1859'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1859'5.0 MI N FROM PLAIN DEALING.
 CQ1859'ABOUT 5.0 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CQ1859'STATION AT PLAIN DEALING, AT A ROAD CROSSING, 5 POLES SOUTH OF
 CQ1859'MILEPOST 417, 51 FEET EAST OF THE EAST RAIL, 57 FEET SOUTH OF CENTER
 CQ1859'LINE OF THE ROAD, 75 FEET SOUTHEAST OF CENTER OF THE CROSSING 8 FEET
 CQ1859'SOUTH OF A 16 INCH OAK TREE, 1.3 FEET EAST OF A METAL WITNESS POST,
 CQ1859'ABOUT LEVEL WITH THE ROAD AND 3 FEET BELOW THE TRACKS, AND IN THE TOP
 CQ1859'OF A CONCRETE POST PROJECTING 4 INCHES.  SEC 23, T 23N, R 13W.
 CQ1859
 CQ1859                          STATION RECOVERY (2001)
 CQ1859
 CQ1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ1859'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ1859
 CQ1859                          STATION RECOVERY (2002)
 CQ1859
 CQ1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1859'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1169 ***********************************************************************
 BK1169  DESIGNATION -  E 181
 BK1169  PID         -  BK1169
 BK1169  STATE/COUNTY-  LA/EVANGELINE
 BK1169  USGS QUAD   -  BEAVER (1968)
 BK1169
 BK1169                         *CURRENT SURVEY CONTROL
 BK1169  ___________________________________________________________________
 BK1169* NAD 83(1986)-  30 48 05.     (N)    092 35 42.     (W)     SCALED    
 BK1169* NAVD 88     -        32.16   (+/-2cm)     105.5    (feet)  VERTCON   
 BK1169  ___________________________________________________________________
 BK1169  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK1169
 BK1169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1169
 BK1169.The horizontal coordinates were scaled from a topographic map and have
 BK1169.an estimated accuracy of +/- 6 seconds.
 BK1169
 BK1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1169.The vertical order pertains to the NGVD 29 superseded value.
 BK1169
 BK1169.The geoid height was determined by GEOID03.
 BK1169
 BK1169;                    North         East    Units  Estimated Accuracy
 BK1169;SPC LA S     -   255,770.      879,260.      MT  (+/- 180 meters Scaled)
 BK1169
 BK1169                          SUPERSEDED SURVEY CONTROL
 BK1169
 BK1169  NGVD 29 (??/??/??)   32.134  (m)          105.43   (f) ADJUSTED    2 0
 BK1169
 BK1169.Superseded values are not recommended for survey control.
 BK1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1169.See file dsdata.txt to determine how the superseded data were derived.
 BK1169
 BK1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ387076(NAD 83)
 BK1169_MARKER: DB = BENCH MARK DISK
 BK1169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1169_SP_SET: BRIDGE
 BK1169_STAMPING: E 181 1960
 BK1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1169
 BK1169  HISTORY     - Date     Condition        Report By
 BK1169  HISTORY     - 1960     MONUMENTED       CGS
 BK1169  HISTORY     - 1961     GOOD             CGS
 BK1169
 BK1169                          STATION DESCRIPTION
 BK1169
 BK1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1169'4.7 MI SE FROM OAKDALE.
 BK1169'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1169'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 17, T 3 S, R 2 W, 0.2
 BK1169'MILE EAST OF THE ALLEN-EVANGELINE PARISH LINE, 9 FEET SOUTH OF THE
 BK1169'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST CORNER OF
 BK1169'THE HIGHWAY PORTION OF A CONCRETE HIGHWAY BRIDGE, AND ABOUT LEVEL WITH
 BK1169'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1182 ***********************************************************************
 BX1182  DESIGNATION -  E 182
 BX1182  PID         -  BX1182
 BX1182  STATE/COUNTY-  LA/VERNON
 BX1182  USGS QUAD   -  SIEPER (1978)
 BX1182
 BX1182                         *CURRENT SURVEY CONTROL
 BX1182  ___________________________________________________________________
 BX1182* NAD 83(1986)-  31 08 36.     (N)    092 51 52.     (W)     SCALED    
 BX1182* NAVD 88     -        74.40   (+/-2cm)     244.1    (feet)  VERTCON   
 BX1182  ___________________________________________________________________
 BX1182  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX1182
 BX1182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1182
 BX1182.The horizontal coordinates were scaled from a topographic map and have
 BX1182.an estimated accuracy of +/- 6 seconds.
 BX1182
 BX1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1182.The vertical order pertains to the NGVD 29 superseded value.
 BX1182
 BX1182.The geoid height was determined by GEOID03.
 BX1182
 BX1182;                    North         East    Units  Estimated Accuracy
 BX1182;SPC LA N     -    71,390.      965,250.      MT  (+/- 180 meters Scaled)
 BX1182
 BX1182                          SUPERSEDED SURVEY CONTROL
 BX1182
 BX1182  NGVD 29 (??/??/??)   74.428  (m)          244.19   (f) ADJUSTED    2 0
 BX1182
 BX1182.Superseded values are not recommended for survey control.
 BX1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1182.See file dsdata.txt to determine how the superseded data were derived.
 BX1182
 BX1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ129454(NAD 83)
 BX1182_MARKER: DB = BENCH MARK DISK
 BX1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1182_STAMPING: E 182 1961
 BX1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1182+STABILITY: SURFACE MOTION
 BX1182
 BX1182  HISTORY     - Date     Condition        Report By
 BX1182  HISTORY     - 1961     MONUMENTED       CGS
 BX1182  HISTORY     - 19870820 GOOD             USPSQD
 BX1182  HISTORY     - 20010331 GOOD             NGS
 BX1182
 BX1182                          STATION DESCRIPTION
 BX1182
 BX1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1182'7.4 MI W FROM HINESTON.
 BX1182'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF THE
 BX1182'HIGHWAY AND STATE HIGHWAY 112 AT HINESTON, IN SECTION 15, T 2 N, R 5
 BX1182'W, 0.5 MILE EAST OF A LARGE FARMHOUSE ON A HILL ON THE SOUTH SIDE OF
 BX1182'THE HIGHWAY, ON THE CREST OF A HILL, 48 FEET SOUTH OF THE CENTER LINE
 BX1182'OF THE HIGHWAY, 17 FEET SOUTH OF A POWER POLE, 2 1/2 FEET NORTH OF A
 BX1182'FENCE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE
 BX1182'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1182'PROJECTING 6 INCHES.
 BX1182
 BX1182                          STATION RECOVERY (1987)
 BX1182
 BX1182'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCR)
 BX1182'RECOVERED IN GOOD CONDITION.
 BX1182
 BX1182                          STATION RECOVERY (2001)
 BX1182
 BX1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1182'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1195 ***********************************************************************
 BX1195  DESIGNATION -  E 183
 BX1195  PID         -  BX1195
 BX1195  STATE/COUNTY-  LA/VERNON
 BX1195  USGS QUAD   -  AFEMAN (1978)
 BX1195
 BX1195                         *CURRENT SURVEY CONTROL
 BX1195  ___________________________________________________________________
 BX1195* NAD 83(1986)-  31 05 21.     (N)    092 50 50.     (W)     SCALED    
 BX1195* NAVD 88     -        67.32   (+/-2cm)     220.9    (feet)  VERTCON   
 BX1195  ___________________________________________________________________
 BX1195  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX1195
 BX1195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1195
 BX1195.The horizontal coordinates were scaled from a topographic map and have
 BX1195.an estimated accuracy of +/- 6 seconds.
 BX1195
 BX1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1195.The vertical order pertains to the NGVD 29 superseded value.
 BX1195
 BX1195.The geoid height was determined by GEOID03.
 BX1195
 BX1195;                    North         East    Units  Estimated Accuracy
 BX1195;SPC LA N     -    65,380.      966,870.      MT  (+/- 180 meters Scaled)
 BX1195
 BX1195                          SUPERSEDED SURVEY CONTROL
 BX1195
 BX1195  NGVD 29 (??/??/??)   67.346  (m)          220.95   (f) ADJUSTED    2 0
 BX1195
 BX1195.Superseded values are not recommended for survey control.
 BX1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1195.See file dsdata.txt to determine how the superseded data were derived.
 BX1195
 BX1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ145394(NAD 83)
 BX1195_MARKER: DB = BENCH MARK DISK
 BX1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1195_STAMPING: E 183 1961
 BX1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1195+STABILITY: SURFACE MOTION
 BX1195
 BX1195  HISTORY     - Date     Condition        Report By
 BX1195  HISTORY     - 1961     MONUMENTED       CGS
 BX1195  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1195
 BX1195                          STATION DESCRIPTION
 BX1195
 BX1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1195'7.7 MI SW FROM HINESTON.
 BX1195'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 BX1195'STATE HIGHWAYS 112 AND 28 AT HINESTON, THENCE 5.15 MILES SOUTHWEST
 BX1195'ALONG STATE HIGHWAY 463, IN SECTION 2, T 1 N, R 5 W, 0.2 MILE
 BX1195'SOUTHWEST OF THE JUNCTION OF THE HIGHWAY AND A GRADED DIRT ROAD, 0.2
 BX1195'MILE NORTHEAST OF A GAS LINE CROSSING UNDER THE HIGHWAY, 0.1 MILE
 BX1195'SOUTHWEST OF THE CREST OF A HILL, 42 FEET SOUTHEAST OF THE CENTER LINE
 BX1195'OF THE HIGHWAY, 28 FEET SOUTH OF A 13-INCH OAK TREE, 1.8 FEET
 BX1195'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BX1195'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX1195
 BX1195                          STATION RECOVERY (2001)
 BX1195
 BX1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1531 ***********************************************************************
 BJ1531  DESIGNATION -  E 19
 BJ1531  PID         -  BJ1531
 BJ1531  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1531  USGS QUAD   -  MANCHAC (1979)
 BJ1531
 BJ1531                         *CURRENT SURVEY CONTROL
 BJ1531  ___________________________________________________________________
 BJ1531* NAD 83(1986)-  30 18 27.     (N)    090 24 16.     (W)     SCALED    
 BJ1531* NAVD 88     -         1.837  (meters)       6.03   (feet)  ADJUSTED  
 BJ1531  ___________________________________________________________________
 BJ1531  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BJ1531  DYNAMIC HT  -           1.835 (meters)       6.02  (feet)  COMP
 BJ1531  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BJ1531
 BJ1531  VERT ORDER  -  FIRST     CLASS I
 BJ1531
 BJ1531.The horizontal coordinates were scaled from a topographic map and have
 BJ1531.an estimated accuracy of +/- 6 seconds.
 BJ1531
 BJ1531.The orthometric height was determined by differential leveling
 BJ1531.and adjusted by the National Geodetic Survey in February 1994..
 BJ1531
 BJ1531.The geoid height was determined by GEOID03.
 BJ1531
 BJ1531.The dynamic height is computed by dividing the NAVD 88
 BJ1531.geopotential number by the normal gravity value computed on the
 BJ1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1531.degrees latitude (g = 980.6199 gals.).
 BJ1531
 BJ1531.The modeled gravity was interpolated from observed gravity values.
 BJ1531
 BJ1531;                    North         East    Units  Estimated Accuracy
 BJ1531;SPC LA S     -   200,710.    1,089,340.      MT  (+/- 180 meters Scaled)
 BJ1531
 BJ1531                          SUPERSEDED SURVEY CONTROL
 BJ1531
 BJ1531  NAVD 88 (06/15/91)    1.900  (m)            6.23   (f) UNKNOWN     1 1
 BJ1531  NGVD 29 (??/??/??)    1.885  (m)            6.18   (f) ADJUSTED    1 1
 BJ1531
 BJ1531.Superseded values are not recommended for survey control.
 BJ1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1531.See file dsdata.txt to determine how the superseded data were derived.
 BJ1531
 BJ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP496557(NAD 83)
 BJ1531_MARKER: DB = BENCH MARK DISK
 BJ1531_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1531_SP_SET: FOOTING
 BJ1531_STAMPING: E 19 1934 6.824
 BJ1531_MARK LOGO: CGS   
 BJ1531_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1531+STABILITY: SURFACE MOTION
 BJ1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1531+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1531
 BJ1531  HISTORY     - Date     Condition        Report By
 BJ1531  HISTORY     - 1934     MONUMENTED       CGS
 BJ1531  HISTORY     - 1969     GOOD             CGS
 BJ1531  HISTORY     - 1986     GOOD             NGS
 BJ1531  HISTORY     - 19920617 GOOD             NGS
 BJ1531
 BJ1531                          STATION DESCRIPTION
 BJ1531
 BJ1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1531'1.25 MI N FROM MANCHAC.
 BJ1531'ABOUT 1.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1531'NORTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.15 MILE SOUTH
 BJ1531'OF THE SOUTH END OF THE TRESTLE OVER NORTH PASS, SET ON THE TOP OF THE
 BJ1531'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR AN ABANDONED SIGNAL
 BJ1531'BASE, 7.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK AND ABOUT LEVEL
 BJ1531'WITH THE TRACK.  SEC 33, T 8S, R 8E.
 BJ1531
 BJ1531                          STATION RECOVERY (1986)
 BJ1531
 BJ1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1531'RECOVERED IN GOOD CONDITION.
 BJ1531
 BJ1531                          STATION RECOVERY (1992)
 BJ1531
 BJ1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1531'14.8 KM (9.20 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1531'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, NEAR THE SOUTHEAST
 BJ1531'CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL, 0.3 KM
 BJ1531'(0.20 MI) SOUTHEAST OF RAILROAD MILEPOST 873, 150.0 M (492.1 FT)
 BJ1531'SOUTHEAST OF THE SOUTHWEST END OF A BRIDGE SPANNING NORTH PASS, 2.2 M
 BJ1531'(7.2 FT) SOUTHWEST OF THE NEAR RAIL, LEVEL WITH THE TRACK, AND THE
 BJ1531'FOOTING PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1655 ***********************************************************************
 BJ1655  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ1655  DESIGNATION -  E 191
 BJ1655  PID         -  BJ1655
 BJ1655  STATE/COUNTY-  LA/ST JAMES
 BJ1655  USGS QUAD   -  LUTCHER (1994)
 BJ1655
 BJ1655                         *CURRENT SURVEY CONTROL
 BJ1655  ___________________________________________________________________
 BJ1655* NAD 83(1992)-  30 01 07.27900(N)    090 43 50.57510(W)     ADJUSTED  
 BJ1655* NAVD 88     -         4.39 **(meters)      14.4  **(feet)  LEVELING(2004.65)
 BJ1655  **This station is located in a subsidence area (see below).
 BJ1655  **This station is included in the VTDP model (see below).
 BJ1655  ___________________________________________________________________
 BJ1655  EPOCH DATE  -        2004.65
 BJ1655  X           -     -70,488.635 (meters)                     COMP
 BJ1655  Y           -  -5,526,752.027 (meters)                     COMP
 BJ1655  Z           -   3,172,156.724 (meters)                     COMP
 BJ1655  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ1655  ELLIP HEIGHT-         -21.93  (meters)          (06/22/05) GPS OBS
 BJ1655  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BJ1655  DYNAMIC HT  -           4.38  (meters)      14.4   (feet)  COMP
 BJ1655  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 BJ1655
 BJ1655  HORZ ORDER  -  B
 BJ1655  VERT ORDER  -  THIRD
 BJ1655  ELLP ORDER  -  FOURTH    CLASS I
 BJ1655
 BJ1655.The horizontal coordinates were established by GPS observations
 BJ1655.and adjusted by the National Geodetic Survey in June 2005..
 BJ1655.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1655.The epoch date for horizontal control is a decimal equivalence
 BJ1655.of Year/Month/Day.
 BJ1655
 BJ1655 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1655 ** and geoid heights are valid at the date of observation. These heights
 BJ1655 ** must always be validated when used as control.
 BJ1655 ** The orthometric height was determined with a Vertical Time-dependent
 BJ1655 ** Positioning (VTDP) model and has been validated through GPS observations
 BJ1655 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BJ1655 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1655 ** epoch indicated which incorporates improved geoid heights for the
 BJ1655 ** Southern Louisiana Subsidence area
 BJ1655 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1655.The orthometric height was determined by differential leveling.
 BJ1655.The vertical network tie was performed by a horz. field party for horz.
 BJ1655.obs reductions. Reset procedures were used to establish the elevation.
 BJ1655
 BJ1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1655
 BJ1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1655
 BJ1655.The ellipsoidal height was determined by GPS observations
 BJ1655.and is referenced to NAD 83.
 BJ1655
 BJ1655.The geoid height was determined by GEOID03.
 BJ1655
 BJ1655.The dynamic height is computed by dividing the NAVD 88
 BJ1655.geopotential number by the normal gravity value computed on the
 BJ1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1655.degrees latitude (g = 980.6199 gals.).
 BJ1655
 BJ1655.The modeled gravity was interpolated from observed gravity values.
 BJ1655
 BJ1655;                    North         East     Units Scale Factor Converg.
 BJ1655;SPC LA S     -   168,490.789 1,058,128.892   MT  0.99992579   +0 18 04.7
 BJ1655;SPC LA S     -   552,790.20  3,471,544.54   sFT  0.99992579   +0 18 04.7
 BJ1655;UTM  15      - 3,323,025.165   718,855.024   MT  1.00019098   +1 08 08.6
 BJ1655
 BJ1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1655!SPC LA S     -   1.00000344  x   0.99992579  =   0.99992923
 BJ1655!UTM  15      -   1.00000344  x   1.00019098  =   1.00019442
 BJ1655
 BJ1655                          SUPERSEDED SURVEY CONTROL
 BJ1655
 BJ1655  NAVD 88 (02/14/94)    4.621  (m)           15.16   (f) ADJUSTED    1 2
 BJ1655  NGVD 29 (??/??/??)    4.752  (m)           15.59   (f) ADJUSTED    1 2
 BJ1655
 BJ1655.Superseded values are not recommended for survey control.
 BJ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1655.See file dsdata.txt to determine how the superseded data were derived.
 BJ1655
 BJ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1885523025(NAD 83)
 BJ1655_MARKER: DB = BENCH MARK DISK
 BJ1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1655_SP_SET: CONCRETE POST
 BJ1655_STAMPING: E 191
 BJ1655_MARK LOGO: CGS   
 BJ1655_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1655+STABILITY: SURFACE MOTION
 BJ1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1655+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 BJ1655
 BJ1655  HISTORY     - Date     Condition        Report By
 BJ1655  HISTORY     - 1964     MONUMENTED       CGS
 BJ1655  HISTORY     - 1986     GOOD             NGS
 BJ1655  HISTORY     - 20040421 GOOD             NGS
 BJ1655  HISTORY     - 20051011 GOOD             NGS
 BJ1655
 BJ1655                          STATION DESCRIPTION
 BJ1655
 BJ1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1655'3.1 MI SW FROM GRAMERCY.
 BJ1655'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF STATE
 BJ1655'HIGHWAY 20 AT GRAMERCY, 39 FEET NORTH OF THE CENTER LINE OF THE
 BJ1655'HIGHWAY, 127 YARDS NORTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING
 BJ1655'TO A ONE STORY FRAME HOUSE, 2 1/2 FEET WEST OF A CONCRETE RIGHT OF WAY
 BJ1655'MARKER, 4 1/2 FEET NORTH OF A POWER LINE POLE, 1 FOOT SOUTH OF AN
 BJ1655'EAST-WEST FENCE LINE, 1 1/2 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 BJ1655'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BJ1655'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1655
 BJ1655                          STATION RECOVERY (1986)
 BJ1655
 BJ1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1655'RECOVERED IN GOOD CONDITION.
 BJ1655
 BJ1655                          STATION RECOVERY (2004)
 BJ1655
 BJ1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BJ1655'THE STATION IS LOCATED ABOUT 3.1 MI SOUTHWEST OF GRAMERCY ON STATE
 BJ1655'HIGHWAY RIGHT OF WAY.
 BJ1655' 
 BJ1655'TO REACH THE STATION FROM THE CENTER OF THE INTERSECTION OF INTERSTATE
 BJ1655'HWY 10 AND AND LA  HWY 641 NORTH OF GRAMERCY, GO SOUTH THEN SOUTHEAST
 BJ1655'FOR 6.7 MI ON LA 641 TO THE T JUNCTION  WITH LA HWY 44, TURN RIGHT AND
 BJ1655'GO WEST FOR 2.6 MI ALONG LA 44 TO THE MARK ON THE RIGHT BETWEEN A
 BJ1655'UTILITY POLE AND CHAIN LINK FENCE.    THE STATION IS  15.6 M WEST OF A
 BJ1655'FIRE HYDRANT, 12.2 M NORTH OF THE CENTER OF THE HIGHWAY, 1.4 MI
 BJ1655'NORTH-NORTHWEST OF A WOODEN UTILITY POLE, 1.0 M SOUTH OF A CHAIN LINK
 BJ1655'FENCE, 0.9 M WEST OF A LDH  CONCTETE RIGHT OF WAY POST, 0.4 M EAST OF
 BJ1655'A METAL POST WITH A METAL WITNESS SIGN ATTACHED, AND  ABOUT 0.7 M
 BJ1655'BELOW THE LEVEL OF THE HIGHWAY.
 BJ1655
 BJ1655                          STATION RECOVERY (2005)
 BJ1655
 BJ1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 BJ1655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1001 ***********************************************************************
 BJ1001  DESIGNATION -  E 197
 BJ1001  PID         -  BJ1001
 BJ1001  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1001  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1001
 BJ1001                         *CURRENT SURVEY CONTROL
 BJ1001  ___________________________________________________________________
 BJ1001* NAD 83(1986)-  30 21 04.     (N)    091 13 14.     (W)     SCALED    
 BJ1001* NAVD 88     -         8.742  (meters)      28.68   (feet)  ADJUSTED  
 BJ1001  ___________________________________________________________________
 BJ1001  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1001  DYNAMIC HT  -           8.730 (meters)      28.64  (feet)  COMP
 BJ1001  MODELED GRAV-     979,326.2   (mgal)                       NAVD 88
 BJ1001
 BJ1001  VERT ORDER  -  FIRST     CLASS I
 BJ1001
 BJ1001.The horizontal coordinates were scaled from a topographic map and have
 BJ1001.an estimated accuracy of +/- 6 seconds.
 BJ1001
 BJ1001.The orthometric height was determined by differential leveling
 BJ1001.and adjusted by the National Geodetic Survey in February 1994..
 BJ1001
 BJ1001.The geoid height was determined by GEOID03.
 BJ1001
 BJ1001.The dynamic height is computed by dividing the NAVD 88
 BJ1001.geopotential number by the normal gravity value computed on the
 BJ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1001.degrees latitude (g = 980.6199 gals.).
 BJ1001
 BJ1001.The modeled gravity was interpolated from observed gravity values.
 BJ1001
 BJ1001;                    North         East    Units  Estimated Accuracy
 BJ1001;SPC LA S     -   205,190.    1,010,840.      MT  (+/- 180 meters Scaled)
 BJ1001
 BJ1001                          SUPERSEDED SURVEY CONTROL
 BJ1001
 BJ1001  NGVD 29 (??/??/??)    8.773  (m)           28.78   (f) ADJUSTED    1 1
 BJ1001
 BJ1001.Superseded values are not recommended for survey control.
 BJ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1001.See file dsdata.txt to determine how the superseded data were derived.
 BJ1001
 BJ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP710590(NAD 83)
 BJ1001_MARKER: DB = BENCH MARK DISK
 BJ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1001_SP_SET: CONCRETE POST
 BJ1001_STAMPING: E 197 1964
 BJ1001_MARK LOGO: CGS   
 BJ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1001+STABILITY: SURFACE MOTION
 BJ1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1001+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 BJ1001
 BJ1001  HISTORY     - Date     Condition        Report By
 BJ1001  HISTORY     - 1964     MONUMENTED       CGS
 BJ1001  HISTORY     - 1976     GOOD             NGS
 BJ1001  HISTORY     - 1986     GOOD             NGS
 BJ1001  HISTORY     - 20030119 GOOD             NGS
 BJ1001  HISTORY     - 20060109 GOOD             SJB
 BJ1001
 BJ1001                          STATION DESCRIPTION
 BJ1001
 BJ1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1001'7.9 MI S FROM BATON ROUGE.
 BJ1001'ABOUT 7.9 MILES SOUTH ALONG THE RIVER ROAD AND STATE HIGHWAY 327 FROM
 BJ1001'THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, NEAR THE
 BJ1001'JUNCTION OF A PRIVATE ROAD LEADING TO A CATTLE BARN, 40 1/2 FEET NORTH
 BJ1001'OF THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTHEAST OF POWER LINE
 BJ1001'POLE NO. 141, 66 1/2 FEET WEST OF THE CENTER LINE OF A CATTLE GUARD,
 BJ1001'13 FEET WEST OF THE CENTER OF A METAL GATE, 1.2 FEET SOUTH OF A FENCE
 BJ1001'LINE, 1 1/2 FEET EAST OF A METAL WITNESS POST.  2 FEET BELOW THE LEVEL
 BJ1001'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BJ1001'INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1001
 BJ1001                          STATION RECOVERY (1976)
 BJ1001
 BJ1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1001'7.45 MILE SOUTH ALONG RIVER ROAD (STATE HIGHWAY 327) FROM THE
 BJ1001'INTERSTATE HIGHWAY 10 BRIDGE OVERPASS, AT THE JUNCTION OF A PRIVATE
 BJ1001'ROAD LEADING NORTH, 40.5 FT NORTH OF THE CENTER LINE OF THE ROAD, 67
 BJ1001'FT WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 11 FT SOUTHEAST OF
 BJ1001'POWER LINE POLE NUMBER 141, 1.2 FT SOUTH OF A FENCE LINE.
 BJ1001
 BJ1001                          STATION RECOVERY (1986)
 BJ1001
 BJ1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1001'RECOVERED IN GOOD CONDITION.
 BJ1001
 BJ1001                          STATION RECOVERY (2003)
 BJ1001
 BJ1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 BJ1001'RECOVERED IN GOOD CONDITION.
 BJ1001
 BJ1001                          STATION RECOVERY (2006)
 BJ1001
 BJ1001'RECOVERY NOTE BY SJB GROUP INCORPORATED 2006 (MLB)
 BJ1001'RECOVERED AS DESCRIBED
 BJ1001'NOTE... FENCE IS ELECTRIC, SETUP WITH CAUTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1769 ***********************************************************************
 BJ1769  DESIGNATION -  E 20
 BJ1769  PID         -  BJ1769
 BJ1769  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1769  USGS QUAD   -  ROSELAND (1981)
 BJ1769
 BJ1769                         *CURRENT SURVEY CONTROL
 BJ1769  ___________________________________________________________________
 BJ1769* NAD 83(1986)-  30 47 59.     (N)    090 30 36.     (W)     SCALED    
 BJ1769* NAVD 88     -        42.103  (meters)     138.13   (feet)  ADJUSTED  
 BJ1769  ___________________________________________________________________
 BJ1769  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1769  DYNAMIC HT  -          42.048 (meters)     137.95  (feet)  COMP
 BJ1769  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ1769
 BJ1769  VERT ORDER  -  FIRST     CLASS II
 BJ1769
 BJ1769.The horizontal coordinates were scaled from a topographic map and have
 BJ1769.an estimated accuracy of +/- 6 seconds.
 BJ1769
 BJ1769.The orthometric height was determined by differential leveling
 BJ1769.and adjusted by the National Geodetic Survey in February 1994..
 BJ1769
 BJ1769.The geoid height was determined by GEOID03.
 BJ1769
 BJ1769.The dynamic height is computed by dividing the NAVD 88
 BJ1769.geopotential number by the normal gravity value computed on the
 BJ1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1769.degrees latitude (g = 980.6199 gals.).
 BJ1769
 BJ1769.The modeled gravity was interpolated from observed gravity values.
 BJ1769
 BJ1769;                    North         East    Units  Estimated Accuracy
 BJ1769;SPC LA S     -   255,200.    1,078,800.      MT  (+/- 180 meters Scaled)
 BJ1769
 BJ1769                          SUPERSEDED SURVEY CONTROL
 BJ1769
 BJ1769  NAVD 88 (06/15/91)   42.153  (m)          138.30   (f) UNKNOWN     1 2
 BJ1769  NGVD 29 (??/??/??)   42.136  (m)          138.24   (f) ADJUSTED    1 2
 BJ1769
 BJ1769.Superseded values are not recommended for survey control.
 BJ1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1769.See file dsdata.txt to determine how the superseded data were derived.
 BJ1769
 BJ1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ382100(NAD 83)
 BJ1769_MARKER: DB = BENCH MARK DISK
 BJ1769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1769_SP_SET: WINGWALL
 BJ1769_STAMPING: E 20 1934 138.514
 BJ1769_MARK LOGO: CGS   
 BJ1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1769+STABILITY: SURFACE MOTION
 BJ1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1769+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1769
 BJ1769  HISTORY     - Date     Condition        Report By
 BJ1769  HISTORY     - 1934     MONUMENTED       CGS
 BJ1769  HISTORY     - 1969     GOOD             CGS
 BJ1769  HISTORY     - 1984     GOOD             LADTD
 BJ1769  HISTORY     - 19920611 GOOD             NGS
 BJ1769
 BJ1769                          STATION DESCRIPTION
 BJ1769
 BJ1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1769'5.0 MI N FROM AMITE.
 BJ1769'ABOUT 5.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1769'STATION AT AMITE, 1.1 MILES SOUTH OF THE STATION SIGN AT FLUKER, 0.5
 BJ1769'MILE NORTH OF MILEPOST 839, SET ON THE TOP OF THE NORTH END OF THE
 BJ1769'SOUTHWEST CONCRETE WING WALL AT SOUTH END OF 5- 12 FOOT CONCRETE
 BJ1769'ARCHED CULVERT UNDER THE TRACKS, 7 FEET WEST OF THE WEST RAIL OF THE
 BJ1769'WEST TRACK AND 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BJ1769
 BJ1769                          STATION RECOVERY (1984)
 BJ1769
 BJ1769'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1769'THE MARK IS 0.91 M BELOW HIGHWAY 51.
 BJ1769'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 2.9 KM
 BJ1769'(1.8 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51 FROM THE POST
 BJ1769'OFFICE IN FLUKER TO THE BENCH MARK ON THE LEFT ON THE RAILROAD TRACKS,
 BJ1769'SET ON THE TOP OF THE SOUTH END OF THE SOUTHWEST CONCRETE WINGWALL,
 BJ1769'26.2 METERS (86 FT) EAST OF THE CENTER OF HIGHWAY 51, AND 12 METERS
 BJ1769'(39.5 FT) SOUTH OF THE CENTER OF THE WEST END OF 5 CONCRETE ARCHED
 BJ1769'CULVERTS UNDER THE RAILROAD.
 BJ1769'THE MARK IS 2.13 METERS  W FROM  THE WEST RAIL OF WEST TR
 BJ1769
 BJ1769                          STATION RECOVERY (1992)
 BJ1769
 BJ1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1769'0.2 KM (0.10 MI) WESTERLY ALONG MULLBERRY STREET FROM THE POST OFFICE
 BJ1769'IN AMITE, THENCE 8.0 KM (4.95 MI) NORTHERLY ALONG U.S. HIGHWAY 51, IN
 BJ1769'TOP OF AND 0.6 M (2.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 BJ1769'SOUTHWEST CONCRETE WINGWALL OF AN ILLINOIS CENTRAL RAILROAD BRIDGE
 BJ1769'SPANNING A CREEK, 26.0 M (85.3 FT) EAST OF THE CENTERLINE OF THE
 BJ1769'HIGHWAY, 2.2 M (7.2 FT) WEST OF THE NEAR RAIL, AND 0.8 M (2.6 FT)
 BJ1769'BELOW THE LEVEL OF THE TRACK.  NOTE--THE WINGWALL SHOWS SIGNS OF
 BJ1769'MOVEMENT, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2333 ***********************************************************************
 BJ2333  DESIGNATION -  E 202
 BJ2333  PID         -  BJ2333
 BJ2333  STATE/COUNTY-  LA/ST MARTIN
 BJ2333  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2333
 BJ2333                         *CURRENT SURVEY CONTROL
 BJ2333  ___________________________________________________________________
 BJ2333* NAD 83(1986)-  30 25 24.     (N)    091 41 55.     (W)     SCALED    
 BJ2333* NAVD 88     -         8.51   (+/-2cm)      27.9    (feet)  VERTCON   
 BJ2333  ___________________________________________________________________
 BJ2333  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2333
 BJ2333  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2333
 BJ2333.The horizontal coordinates were scaled from a topographic map and have
 BJ2333.an estimated accuracy of +/- 6 seconds.
 BJ2333
 BJ2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2333.The vertical order pertains to the NGVD 29 superseded value.
 BJ2333
 BJ2333.The geoid height was determined by GEOID03.
 BJ2333
 BJ2333;                    North         East    Units  Estimated Accuracy
 BJ2333;SPC LA S     -   213,250.      964,910.      MT  (+/- 180 meters Scaled)
 BJ2333
 BJ2333                          SUPERSEDED SURVEY CONTROL
 BJ2333
 BJ2333  NGVD 29 (??/??/??)    8.524  (m)           27.97   (f) ADJUSTED    1 2
 BJ2333
 BJ2333.Superseded values are not recommended for survey control.
 BJ2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2333.See file dsdata.txt to determine how the superseded data were derived.
 BJ2333
 BJ2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP249664(NAD 83)
 BJ2333_MARKER: DB = BENCH MARK DISK
 BJ2333_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2333_SP_SET: 56 FEET
 BJ2333_STAMPING: E 202 1964
 BJ2333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2333
 BJ2333  HISTORY     - Date     Condition        Report By
 BJ2333  HISTORY     - 1964     MONUMENTED       CGS
 BJ2333  HISTORY     - 1965     GOOD             CGS
 BJ2333
 BJ2333                          STATION DESCRIPTION
 BJ2333
 BJ2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2333'12.6 MI S FROM KROTZ SPRINGS.
 BJ2333'1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BJ2333'KROTZ SPRINGS, THENCE 11.5 MILES SOUTH ALONG STATE ROAD 975, AT A
 BJ2333'CURVE IN THE ROAD WHERE IT LEAVES THE LEVEE TO CROSS ALABAMA BAYOU, 26
 BJ2333'FEET WEST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTH OF THE CENTER
 BJ2333'LINE OF A ROAD LEADING TO THE TOP OF THE LEVEE, 3.0 FEET SOUTH OF A
 BJ2333'CREOSOTED WITNESS POST, ABOUT LEVEL WITH THE STATE ROAD, AND ON THE
 BJ2333'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56
 BJ2333'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 10
 BJ2333'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0719 ***********************************************************************
 BJ0719  DESIGNATION -  E 204
 BJ0719  PID         -  BJ0719
 BJ0719  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0719  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0719
 BJ0719                         *CURRENT SURVEY CONTROL
 BJ0719  ___________________________________________________________________
 BJ0719* NAD 83(1986)-  30 28 37.     (N)    091 13 42.     (W)     SCALED    
 BJ0719* NAVD 88     -         6.338  (meters)      20.79   (feet)  READJUSTED
 BJ0719  ___________________________________________________________________
 BJ0719  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0719  DYNAMIC HT  -           6.330 (meters)      20.77  (feet)  COMP
 BJ0719  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ0719
 BJ0719  VERT ORDER  -  ?
 BJ0719
 BJ0719.The horizontal coordinates were scaled from a topographic map and have
 BJ0719.an estimated accuracy of +/- 6 seconds.
 BJ0719
 BJ0719.The orthometric height was determined by differential leveling
 BJ0719.and adjusted by the National Geodetic Survey in June 1991..
 BJ0719.The height was derived from older observations constrained to new
 BJ0719.heights in a crustal motion area.  The height is approximate in
 BJ0719.relation to other heights in its vicinity.
 BJ0719
 BJ0719.The geoid height was determined by GEOID03.
 BJ0719
 BJ0719.The dynamic height is computed by dividing the NAVD 88
 BJ0719.geopotential number by the normal gravity value computed on the
 BJ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0719.degrees latitude (g = 980.6199 gals.).
 BJ0719
 BJ0719.The modeled gravity was interpolated from observed gravity values.
 BJ0719
 BJ0719;                    North         East    Units  Estimated Accuracy
 BJ0719;SPC LA S     -   219,140.    1,010,080.      MT  (+/- 180 meters Scaled)
 BJ0719
 BJ0719                          SUPERSEDED SURVEY CONTROL
 BJ0719
 BJ0719  NGVD 29 (??/??/??)    6.303  (m)           20.68   (f) ADJUSTED    1 1
 BJ0719
 BJ0719.Superseded values are not recommended for survey control.
 BJ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0719.See file dsdata.txt to determine how the superseded data were derived.
 BJ0719
 BJ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP700729(NAD 83)
 BJ0719_MARKER: DB = BENCH MARK DISK
 BJ0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0719_STAMPING: E 204 1964
 BJ0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0719+STABILITY: SURFACE MOTION
 BJ0719
 BJ0719  HISTORY     - Date     Condition        Report By
 BJ0719  HISTORY     - 1964     MONUMENTED       CGS
 BJ0719  HISTORY     - 1976     GOOD             NGS
 BJ0719  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0719
 BJ0719                          STATION DESCRIPTION
 BJ0719
 BJ0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0719'1.6 MI E FROM KAHNS.
 BJ0719'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 415 FROM THE STATE HIGHWAY
 BJ0719'415 OVERPASS OVER THE MISSOURI PACIFIC RAILROAD AT KAHNS, THENCE 1.4
 BJ0719'MILES EAST ALONG STATE ROAD 987-3, OR 1.5 MILES NORTH ALONG THE LEVEE
 BJ0719'FROM THE FERRY LANDING AT PORT ALLEN, THENCE 1.65 MILES WEST ALONG
 BJ0719'STATE ROAD 987-3, ON THE PROPERTY OF MR. ALVEN HENRY, 95 FEET NORTH OF
 BJ0719'THE CENTER LINE OF THE ROAD, 105 FEET WEST OF THE NORTHWEST CORNER OF
 BJ0719'AN OLD HOUSE, 12 FEET EAST OF THE CENTER OF A WOODEN GATE, 1 FOOT
 BJ0719'SOUTH OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 BJ0719'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ0719'PROJECTING 5 INCHES.
 BJ0719
 BJ0719                          STATION RECOVERY (1976)
 BJ0719
 BJ0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0719'0.7 MILE NORTH ALONG STATE HIGHWAY 986 FROM JUNCTION OF THIRD
 BJ0719'STREET IN PORT ALLEN, THENCE 1.65 MILES WEST ALONG STATE HIGHWAY
 BJ0719'987-3, AT THE JUNCTION OF A FIELD ROAD LEADING NORTH, 95 FT
 BJ0719'NORTH OF THE CENTER LINE OF THE HIGHWAY, 125 FT WEST OF THE
 BJ0719'EXTENDED CENTER LINE OF A DRIVE, 4 FT EAST OF THE EAST END OF A
 BJ0719'WOODEN GATE, 1.0 FT SOUTH OF A FENCE.
 BJ0719
 BJ0719                          STATION RECOVERY (1986)
 BJ0719
 BJ0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0719'NOT RECOVERED.  NEW MARK WAS SET IN 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0312 ***********************************************************************
 BJ0312  DESIGNATION -  E 204 RESET
 BJ0312  PID         -  BJ0312
 BJ0312  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0312  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0312
 BJ0312                         *CURRENT SURVEY CONTROL
 BJ0312  ___________________________________________________________________
 BJ0312* NAD 83(1986)-  30 28 37.     (N)    091 13 42.     (W)     SCALED    
 BJ0312* NAVD 88     -         6.147  (meters)      20.17   (feet)  ADJUSTED  
 BJ0312  ___________________________________________________________________
 BJ0312  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0312  DYNAMIC HT  -           6.139 (meters)      20.14  (feet)  COMP
 BJ0312  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ0312
 BJ0312  VERT ORDER  -  FIRST     CLASS II
 BJ0312
 BJ0312.The horizontal coordinates were scaled from a topographic map and have
 BJ0312.an estimated accuracy of +/- 6 seconds.
 BJ0312
 BJ0312.The orthometric height was determined by differential leveling
 BJ0312.and adjusted by the National Geodetic Survey in February 1994..
 BJ0312
 BJ0312.The geoid height was determined by GEOID03.
 BJ0312
 BJ0312.The dynamic height is computed by dividing the NAVD 88
 BJ0312.geopotential number by the normal gravity value computed on the
 BJ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0312.degrees latitude (g = 980.6199 gals.).
 BJ0312
 BJ0312.The modeled gravity was interpolated from observed gravity values.
 BJ0312
 BJ0312;                    North         East    Units  Estimated Accuracy
 BJ0312;SPC LA S     -   219,140.    1,010,080.      MT  (+/- 180 meters Scaled)
 BJ0312
 BJ0312                          SUPERSEDED SURVEY CONTROL
 BJ0312
 BJ0312  NGVD 29 (??/??/??)    6.14   (m)           20.1    (f) RESET       3  
 BJ0312
 BJ0312.Superseded values are not recommended for survey control.
 BJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0312.See file dsdata.txt to determine how the superseded data were derived.
 BJ0312
 BJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP700729(NAD 83)
 BJ0312_MARKER: DB = BENCH MARK DISK
 BJ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0312_SP_SET: CONCRETE POST
 BJ0312_STAMPING: E 204 RESET 1980
 BJ0312_MARK LOGO: NGS   
 BJ0312_PROJECTION: FLUSH
 BJ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0312+STABILITY: SURFACE MOTION
 BJ0312
 BJ0312  HISTORY     - Date     Condition        Report By
 BJ0312  HISTORY     - 1980     MONUMENTED       LADH
 BJ0312  HISTORY     - 1986     GOOD             NGS
 BJ0312
 BJ0312                          STATION DESCRIPTION
 BJ0312
 BJ0312'DESCRIBED BY LA DEPT OF HIGHWAYS 1980
 BJ0312'1.6 MI EAST FROM KAHNS.
 BJ0312'0.2 MILE SOUTH ALONG STATE HIGHWAY 415 FROM THE STATE HIGHWAY 415
 BJ0312'OVERPASS OVER THE MISSOURI PACIFIC RAILROAD IN KAHNS, THENCE 1.4
 BJ0312'MILES EAST ALONG STATE HIGHWAY ROAD 987-3 , 174.0 FEET NORTHEAST
 BJ0312'OF A POWERLINE POLE, 108.0 FEET NORTHWEST OF THE NORTH END OF
 BJ0312'A CROSS DRAIN UNDER THE HIGHWAY, 45.5 FEET NORTH OF THE
 BJ0312'CENTERLINE OF THE HIGHWAY, AND 9.0 FEET EAST OF A 10-INCH PECAN
 BJ0312'TREE.
 BJ0312'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BJ0312
 BJ0312                          STATION RECOVERY (1986)
 BJ0312
 BJ0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0765 ***********************************************************************
 BJ0765  DESIGNATION -  E 205
 BJ0765  PID         -  BJ0765
 BJ0765  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0765  USGS QUAD   -  FORDOCHE (1969)
 BJ0765
 BJ0765                         *CURRENT SURVEY CONTROL
 BJ0765  ___________________________________________________________________
 BJ0765* NAD 83(1986)-  30 33 20.     (N)    091 35 53.     (W)     SCALED    
 BJ0765* NAVD 88     -         7.89   (+/-2cm)      25.9    (feet)  VERTCON   
 BJ0765  ___________________________________________________________________
 BJ0765  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0765
 BJ0765  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0765
 BJ0765.The horizontal coordinates were scaled from a topographic map and have
 BJ0765.an estimated accuracy of +/- 6 seconds.
 BJ0765
 BJ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0765.The vertical order pertains to the NGVD 29 superseded value.
 BJ0765
 BJ0765.The geoid height was determined by GEOID03.
 BJ0765
 BJ0765;                    North         East    Units  Estimated Accuracy
 BJ0765;SPC LA S     -   227,880.      974,600.      MT  (+/- 180 meters Scaled)
 BJ0765
 BJ0765                          SUPERSEDED SURVEY CONTROL
 BJ0765
 BJ0765  NGVD 29 (??/??/??)    7.894  (m)           25.90   (f) ADJUSTED    1 2
 BJ0765
 BJ0765.Superseded values are not recommended for survey control.
 BJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0765.See file dsdata.txt to determine how the superseded data were derived.
 BJ0765
 BJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP344811(NAD 83)
 BJ0765_MARKER: DB = BENCH MARK DISK
 BJ0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0765_SP_SET: CULVERT
 BJ0765_STAMPING: E 205 1964
 BJ0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0765
 BJ0765  HISTORY     - Date     Condition        Report By
 BJ0765  HISTORY     - 1964     MONUMENTED       CGS
 BJ0765  HISTORY     - 1969     MARK NOT FOUND   USGS
 BJ0765  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0765
 BJ0765                          STATION DESCRIPTION
 BJ0765
 BJ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0765'2.4 MI W FROM LIVONIA.
 BJ0765'ABOUT 2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE EAST
 BJ0765'END OF THE RAILROAD TRESTLE OVER BAYOU GROSSE TETE AT LIVONIA, AT
 BJ0765'BLANKS, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL
 BJ0765'OF A CONCRETE CULVERT UNDER U.S. HIGHWAY 190, 122 FEET NORTH OF THE
 BJ0765'NORTH RAIL, 197 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 976, 26
 BJ0765'FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF THE
 BJ0765'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK CAN ALSO
 BJ0765'BE REACHED BY GOING 2.6 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE
 BJ0765'INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 81 AT LOTTIE.
 BJ0765
 BJ0765                          STATION RECOVERY (1969)
 BJ0765
 BJ0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BJ0765'MARK NOT FOUND.
 BJ0765
 BJ0765                          STATION RECOVERY (1976)
 BJ0765
 BJ0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0765'THE HEAD WALL IS NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0109 ***********************************************************************
 BJ0109  DESIGNATION -  E 206
 BJ0109  PID         -  BJ0109
 BJ0109  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0109  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0109
 BJ0109                         *CURRENT SURVEY CONTROL
 BJ0109  ___________________________________________________________________
 BJ0109* NAD 83(1986)-  30 30 23.     (N)    091 12 14.     (W)     SCALED    
 BJ0109* NAVD 88     -         9.407  (meters)      30.86   (feet)  ADJUSTED  
 BJ0109  ___________________________________________________________________
 BJ0109  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0109  DYNAMIC HT  -           9.394 (meters)      30.82  (feet)  COMP
 BJ0109  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ0109
 BJ0109  VERT ORDER  -  FIRST     CLASS I
 BJ0109
 BJ0109.The horizontal coordinates were scaled from a topographic map and have
 BJ0109.an estimated accuracy of +/- 6 seconds.
 BJ0109
 BJ0109.The orthometric height was determined by differential leveling
 BJ0109.and adjusted by the National Geodetic Survey in February 1994..
 BJ0109
 BJ0109.The geoid height was determined by GEOID03.
 BJ0109
 BJ0109.The dynamic height is computed by dividing the NAVD 88
 BJ0109.geopotential number by the normal gravity value computed on the
 BJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0109.degrees latitude (g = 980.6199 gals.).
 BJ0109
 BJ0109.The modeled gravity was interpolated from observed gravity values.
 BJ0109
 BJ0109;                    North         East    Units  Estimated Accuracy
 BJ0109;SPC LA S     -   222,410.    1,012,430.      MT  (+/- 180 meters Scaled)
 BJ0109
 BJ0109                          SUPERSEDED SURVEY CONTROL
 BJ0109
 BJ0109  NAVD 88 (06/15/91)    9.428  (m)           30.93   (f) UNKNOWN     1 1
 BJ0109  NGVD 29 (??/??/??)    9.391  (m)           30.81   (f) ADJUSTED    1 1
 BJ0109
 BJ0109.Superseded values are not recommended for survey control.
 BJ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0109.See file dsdata.txt to determine how the superseded data were derived.
 BJ0109
 BJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP723762(NAD 83)
 BJ0109_MARKER: DB = BENCH MARK DISK
 BJ0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0109_SP_SET: FOOTING
 BJ0109_STAMPING: E 206 1964
 BJ0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0109+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 BJ0109
 BJ0109  HISTORY     - Date     Condition        Report By
 BJ0109  HISTORY     - 1964     MONUMENTED       CGS
 BJ0109  HISTORY     - 1976     GOOD             NGS
 BJ0109  HISTORY     - 20060906 GOOD             AERODA
 BJ0109
 BJ0109                          STATION DESCRIPTION
 BJ0109
 BJ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0109'3.8 MI N FROM PORT ALLEN.
 BJ0109'ABOUT 3.8 MILES NORTH ALONG A LEVEE FROM THE FERRY LANDING AT PORT
 BJ0109'ALLEN, 132 YARDS WEST OF THE CENTER LINE OF THE LEVEE, 48 FEET EAST OF
 BJ0109'THE CENTER LINE OF STATE ROAD 986, SET IN THE TOP OF THE SOUTHWEST
 BJ0109'CORNER OF THE  CONCRETE FOOTING FOR THE SOUTHWEST LEG OF A SET OF
 BJ0109'STEEL PILLARS OF THE U.S. HIGHWAY 190 BRIDGE OVER THE MISSISSIPPI
 BJ0109'RIVER, THESE PILLARS ARE THE SECOND SET OF STEEL PILLARS WEST OF THE
 BJ0109'CONCRETE PIER WHICH IS JUST WEST OF THE LEVEE, ABOUT LEVEL WITH THE
 BJ0109'ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0109
 BJ0109                          STATION RECOVERY (1976)
 BJ0109
 BJ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0109'2.85 MILES NORTH ALONG STATE HIGHWAY 986 FROM THE JUNCTION OF
 BJ0109'THIRD STREET IN PORT ALLEN, AT US 190 BRIDGE, OVER MISSISSIPPI RIVER,
 BJ0109'132 YARDS WEST OF THE CENTER LINE OF THE WEST MISS. RIVER LEVEE
 BJ0109'ROAD, 48 FT EAST OF THE CENTER LINE OF THE HIGHWAY, IN TOP SOUTH-
 BJ0109'WEST CORNER OF THE SOUTHWEST CONCRETE FOOTING FOR FIRST SET OF
 BJ0109'STEEL PILLARS EAST OF HIGHWAY PROJECTING 2 FT.
 BJ0109
 BJ0109                          STATION RECOVERY (2006)
 BJ0109
 BJ0109'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0018 ***********************************************************************
 BJ0018  DESIGNATION -  E 207
 BJ0018  PID         -  BJ0018
 BJ0018  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0018  USGS QUAD   -  INNIS (1994)
 BJ0018
 BJ0018                         *CURRENT SURVEY CONTROL
 BJ0018  ___________________________________________________________________
 BJ0018* NAD 83(1986)-  30 54 58.     (N)    091 39 39.     (W)     SCALED    
 BJ0018* NAVD 88     -        14.963  (meters)      49.09   (feet)  ADJUSTED  
 BJ0018  ___________________________________________________________________
 BJ0018  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0018  DYNAMIC HT  -          14.944 (meters)      49.03  (feet)  COMP
 BJ0018  MODELED GRAV-     979,380.8   (mgal)                       NAVD 88
 BJ0018
 BJ0018  VERT ORDER  -  FIRST     CLASS I
 BJ0018
 BJ0018.The horizontal coordinates were scaled from a topographic map and have
 BJ0018.an estimated accuracy of +/- 6 seconds.
 BJ0018
 BJ0018.The orthometric height was determined by differential leveling
 BJ0018.and adjusted by the National Geodetic Survey in February 1994..
 BJ0018
 BJ0018.The geoid height was determined by GEOID03.
 BJ0018
 BJ0018.The dynamic height is computed by dividing the NAVD 88
 BJ0018.geopotential number by the normal gravity value computed on the
 BJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0018.degrees latitude (g = 980.6199 gals.).
 BJ0018
 BJ0018.The modeled gravity was interpolated from observed gravity values.
 BJ0018
 BJ0018;                    North         East    Units  Estimated Accuracy
 BJ0018;SPC LA S     -   267,870.      968,690.      MT  (+/- 180 meters Scaled)
 BJ0018
 BJ0018                          SUPERSEDED SURVEY CONTROL
 BJ0018
 BJ0018  NAVD 88 (06/15/91)   14.991  (m)           49.18   (f) UNKNOWN     1 1
 BJ0018  NGVD 29 (??/??/??)   14.948  (m)           49.04   (f) ADJUSTED    1 1
 BJ0018
 BJ0018.Superseded values are not recommended for survey control.
 BJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0018.See file dsdata.txt to determine how the superseded data were derived.
 BJ0018
 BJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ279210(NAD 83)
 BJ0018_MARKER: DB = BENCH MARK DISK
 BJ0018_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0018_SP_SET: 64 FEET
 BJ0018_STAMPING: E 207 1964
 BJ0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0018
 BJ0018  HISTORY     - Date     Condition        Report By
 BJ0018  HISTORY     - 1964     MONUMENTED       CGS
 BJ0018  HISTORY     - 1976     GOOD             NGS
 BJ0018
 BJ0018                          STATION DESCRIPTION
 BJ0018
 BJ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0018'1.4 MI N FROM WILLIAMSPORT.
 BJ0018'ABOUT 1.4 MILES NORTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS
 BJ0018'CHURCH AT WILLIAMSPORT, AT A BEND IN THE LEVEE, 75 FEET EAST OF THE
 BJ0018'CENTER LINE OF THE ROAD, 106 FEET WEST OF THE CENTER LINE OF THE
 BJ0018'LEVEE, 73 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING OVER THE
 BJ0018'LEVEE, 38 1/2 FEET NORTH OF A TELEPHONE POLE, 21 FEET NORTHWEST OF THE
 BJ0018'CENTER OF A GATE, 1 FOOT WEST OF A FENCE, 1.4 FEET NORTH OF A WOODEN
 BJ0018'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 BJ0018'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS
 BJ0018'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 BJ0018
 BJ0018                          STATION RECOVERY (1976)
 BJ0018
 BJ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0018'1.4 MILES NORTH ALONG STATE HIGHWAY 418 FROM THE ST. STEPHENS CHURCH
 BJ0018'AT WILLIAMSPORT, ON THE OUTSIDE OF A CURVE AND AT THE Y JUNCTION OF A
 BJ0018'GRAVELED ROAD LEADING EAST OVER A LEVEE, 86 FT EAST OF THE CENTER LINE
 BJ0018'OF THE HIGHWAY, 21 FT NORTH OF THE CENTER OF A WOODEN GATE, 1 FT EAST
 BJ0018'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0051 ***********************************************************************
 BW0051  DESIGNATION -  E 208
 BW0051  PID         -  BW0051
 BW0051  STATE/COUNTY-  LA/POINTE COUPEE
 BW0051  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0051
 BW0051                         *CURRENT SURVEY CONTROL
 BW0051  ___________________________________________________________________
 BW0051* NAD 83(1986)-  31 00 13.     (N)    091 42 59.     (W)     SCALED    
 BW0051* NAVD 88     -        14.860  (meters)      48.75   (feet)  ADJUSTED  
 BW0051  ___________________________________________________________________
 BW0051  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW0051  DYNAMIC HT  -          14.842 (meters)      48.69  (feet)  COMP
 BW0051  MODELED GRAV-     979,390.5   (mgal)                       NAVD 88
 BW0051
 BW0051  VERT ORDER  -  FIRST     CLASS I
 BW0051
 BW0051.The horizontal coordinates were scaled from a topographic map and have
 BW0051.an estimated accuracy of +/- 6 seconds.
 BW0051
 BW0051.The orthometric height was determined by differential leveling
 BW0051.and adjusted by the National Geodetic Survey in February 1994..
 BW0051
 BW0051.The geoid height was determined by GEOID03.
 BW0051
 BW0051.The dynamic height is computed by dividing the NAVD 88
 BW0051.geopotential number by the normal gravity value computed on the
 BW0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0051.degrees latitude (g = 980.6199 gals.).
 BW0051
 BW0051.The modeled gravity was interpolated from observed gravity values.
 BW0051
 BW0051;                    North         East    Units  Estimated Accuracy
 BW0051;SPC LA S     -   277,590.      963,420.      MT  (+/- 180 meters Scaled)
 BW0051
 BW0051                          SUPERSEDED SURVEY CONTROL
 BW0051
 BW0051  NAVD 88 (06/15/91)   14.887  (m)           48.84   (f) UNKNOWN     1 1
 BW0051  NGVD 29 (??/??/??)   14.841  (m)           48.69   (f) ADJUSTED    1 1
 BW0051
 BW0051.Superseded values are not recommended for survey control.
 BW0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0051.See file dsdata.txt to determine how the superseded data were derived.
 BW0051
 BW0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ225307(NAD 83)
 BW0051_MARKER: DB = BENCH MARK DISK
 BW0051_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0051_SP_SET: 88 FT.
 BW0051_STAMPING: E 208 1964
 BW0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0051
 BW0051  HISTORY     - Date     Condition        Report By
 BW0051  HISTORY     - 1964     MONUMENTED       CGS
 BW0051  HISTORY     - 1976     GOOD             NGS
 BW0051  HISTORY     - 1976     GOOD             NGS
 BW0051  HISTORY     - 1980     GOOD
 BW0051  HISTORY     - 20050317 GOOD             USPSQD
 BW0051
 BW0051                          STATION DESCRIPTION
 BW0051
 BW0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BW0051'2.55 MI NW FROM TORRAS.
 BW0051'ABOUT 2.55 MILES NORTHWEST ALONG STATE ROAD 418 FROM THE MT. CARMEL
 BW0051'CHURCH AT TORRAS, ABOUT 0.05 MILE WEST OF THE JUNCTION OF STATE ROAD
 BW0051'970, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 188 FEET WEST OF
 BW0051'THE CENTER OF AN ALUMINUM GATE, 106 FEET SOUTH OF THE CENTER LINE OF A
 BW0051'LEVEE, 49 FEET EAST OF A FENCE WHICH CROSSES THE LEVEE, 1 FOOT NORTH
 BW0051'OF A FENCE, 2.3 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT 1 FOOT
 BW0051'BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 BW0051'COATED ROD THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED IN A
 BW0051'CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 BW0051
 BW0051                          STATION RECOVERY (1976)
 BW0051
 BW0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0051'2.55 MILES NORTHWEST ALONG STATE HIGHWAY 418 FROM THE JUNCTION WITH
 BW0051'STATE HIGHWAY 15 AT TORRAS, 344 FT WEST OF THE CENTER LINE OF THE
 BW0051'T JUNCTION OF HIGHWAY 418 AND HIGHWAY 970, 188 FT WEST OF THE CENTER
 BW0051'LINE OF AN ALUMINUM GATE, 48 FT EAST OF A FENCE CORNER,33 FT NORTH OF
 BW0051'CENTER LINE OF HIGHWAY, 1 FT NORTH OF A FENCE LINE
 BW0051
 BW0051                          STATION RECOVERY (1976)
 BW0051
 BW0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0051'2.55 MILES NORTHWEST ALONG STATE HIGHWAY 418 FROM THE JUNCTION WITH
 BW0051'STATE HIGHWAY 15 AT TORRAS, 344 FT WEST OF THE CENTER LINE OF THE
 BW0051'T JUNCTION OF HIGHWAY 418 AND HIGHWAY 970, 188 FT WEST OF THE CENTER
 BW0051'LINE OF AN ALUMINUM GATE, 48 FT EAST OF A FENCE CORNER,33 FT NORTH OF
 BW0051'CENTER LINE OF HIGHWAY, 1 FT NORTH OF A FENCE LINE
 BW0051
 BW0051                          STATION RECOVERY (1980)
 BW0051
 BW0051'RECOVERED 1980
 BW0051'RECOVERED IN GOOD CONDITION.
 BW0051
 BW0051                          STATION RECOVERY (2005)
 BW0051
 BW0051'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1976 ***********************************************************************
 BJ1976  DESIGNATION -  E 209
 BJ1976  PID         -  BJ1976
 BJ1976  STATE/COUNTY-  LA/IBERVILLE
 BJ1976  USGS QUAD   -  BAYOU SORREL (1992)
 BJ1976
 BJ1976                         *CURRENT SURVEY CONTROL
 BJ1976  ___________________________________________________________________
 BJ1976* NAD 83(1986)-  30 08 25.     (N)    091 18 05.     (W)     SCALED    
 BJ1976* NAVD 88     -         1.77   (+/-2cm)       5.8    (feet)  VERTCON   
 BJ1976  ___________________________________________________________________
 BJ1976  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ1976
 BJ1976  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1976
 BJ1976.The horizontal coordinates were scaled from a topographic map and have
 BJ1976.an estimated accuracy of +/- 6 seconds.
 BJ1976
 BJ1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1976.The vertical order pertains to the NGVD 29 superseded value.
 BJ1976
 BJ1976.The geoid height was determined by GEOID03.
 BJ1976
 BJ1976;                    North         East    Units  Estimated Accuracy
 BJ1976;SPC LA S     -   181,820.    1,003,080.      MT  (+/- 180 meters Scaled)
 BJ1976
 BJ1976                          SUPERSEDED SURVEY CONTROL
 BJ1976
 BJ1976  NGVD 29 (??/??/??)    1.805  (m)            5.92   (f) ADJUSTED    1 2
 BJ1976
 BJ1976.Superseded values are not recommended for survey control.
 BJ1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1976.See file dsdata.txt to determine how the superseded data were derived.
 BJ1976
 BJ1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP636355(NAD 83)
 BJ1976_MARKER: DB = BENCH MARK DISK
 BJ1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1976_STAMPING: E 209 1964
 BJ1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1976+STABILITY: SURFACE MOTION
 BJ1976
 BJ1976  HISTORY     - Date     Condition        Report By
 BJ1976  HISTORY     - 1964     MONUMENTED       CGS
 BJ1976  HISTORY     - 1965     GOOD             CGS
 BJ1976
 BJ1976                          STATION DESCRIPTION
 BJ1976
 BJ1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1976'3.1 MI SE FROM BAYOU SORREL.
 BJ1976'ABOUT 3.1 MILES SOUTHEAST ALONG STATE ROAD 75 FROM THE FERRY LANDING
 BJ1976'AT BAYOU SORREL, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39 FEET
 BJ1976'EAST OF THE CENTER LINE OF A DIRT RAMP, 21 FEET NORTH OF THE NORTH
 BJ1976'BANK OF THE LOWER GRAND RIVER, 7 FEET NORTHEAST OF A 16-INCH OAK TREE,
 BJ1976'1.8 FEET EAST OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 BJ1976'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1578 ***********************************************************************
 BJ1578  DESIGNATION -  E 21
 BJ1578  PID         -  BJ1578
 BJ1578  STATE/COUNTY-  LA/ST TAMMANY
 BJ1578  USGS QUAD   -  COVINGTON (1994)
 BJ1578
 BJ1578                         *CURRENT SURVEY CONTROL
 BJ1578  ___________________________________________________________________
 BJ1578* NAD 83(1986)-  30 24 46.     (N)    090 02 44.     (W)     SCALED    
 BJ1578* NAVD 88     -         8.00   (+/-2cm)      26.2    (feet)  VERTCON   
 BJ1578  ___________________________________________________________________
 BJ1578  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ1578
 BJ1578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1578
 BJ1578.The horizontal coordinates were scaled from a topographic map and have
 BJ1578.an estimated accuracy of +/- 6 seconds.
 BJ1578
 BJ1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1578.The vertical order pertains to the NGVD 29 superseded value.
 BJ1578
 BJ1578.The geoid height was determined by GEOID03.
 BJ1578
 BJ1578;                    North         East    Units  Estimated Accuracy
 BJ1578;SPC LA S     -   212,720.    1,123,730.      MT  (+/- 180 meters Scaled)
 BJ1578
 BJ1578                          SUPERSEDED SURVEY CONTROL
 BJ1578
 BJ1578  NGVD 29 (??/??/??)    8.000  (m)           26.25   (f) ADJUSTED    2 0
 BJ1578
 BJ1578.Superseded values are not recommended for survey control.
 BJ1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1578.See file dsdata.txt to determine how the superseded data were derived.
 BJ1578
 BJ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP838682(NAD 83)
 BJ1578_MARKER: DB = BENCH MARK DISK
 BJ1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1578_STAMPING: E 21 1934 27
 BJ1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1578+STABILITY: SURFACE MOTION
 BJ1578
 BJ1578  HISTORY     - Date     Condition        Report By
 BJ1578  HISTORY     - 1934     MONUMENTED       CGS
 BJ1578  HISTORY     - 1955     GOOD             CGS
 BJ1578
 BJ1578                          STATION DESCRIPTION
 BJ1578
 BJ1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1578'4.4 MI N FROM MANDEVILLE.
 BJ1578'LOCATED 4.4 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BJ1578'THE STATION IN MANDEVILLE AT A PUBLIC ROAD CROSSING, 3 1/2 POLES SOUTH
 BJ1578'OF MILEPOST 58 AND 5 1/2 POLES SOUTH OF A WOODEN TRESTLE, 93 FEET EAST
 BJ1578'OF THE EAST RAIL OF THE TRACK, 29 FEET NORTH OF THE CENTERLINE OF THE
 BJ1578'ROAD, 107 FEET EAST-NORTHEAST OF THE ROAD CROSSING, 85 FEET SOUTHEAST
 BJ1578'OF THE FIRST POLE NORTH OF THE CROSSING AND 8 FEET WEST OF A FENCE
 BJ1578'CORNER.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BJ1578'PROJECTING 8 INCHES AND ABOUT LEVEL WITH THE ROAD. NOTE-- THE RAILROAD
 BJ1578'STATION AT OZONE PARK HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0069 ***********************************************************************
 AU0069  DESIGNATION -  E 210
 AU0069  PID         -  AU0069
 AU0069  STATE/COUNTY-  LA/IBERIA
 AU0069  USGS QUAD   -  CENTERVILLE NE (1980)
 AU0069
 AU0069                         *CURRENT SURVEY CONTROL
 AU0069  ___________________________________________________________________
 AU0069* NAD 83(1986)-  29 58 39.     (N)    091 15 48.     (W)     SCALED    
 AU0069* NAVD 88     -         2.189  (meters)       7.18   (feet)  ADJUSTED  
 AU0069  ___________________________________________________________________
 AU0069  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AU0069  DYNAMIC HT  -           2.186 (meters)       7.17  (feet)  COMP
 AU0069  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AU0069
 AU0069  VERT ORDER  -  FIRST     CLASS I
 AU0069
 AU0069.The horizontal coordinates were scaled from a topographic map and have
 AU0069.an estimated accuracy of +/- 6 seconds.
 AU0069
 AU0069.The orthometric height was determined by differential leveling
 AU0069.and adjusted by the National Geodetic Survey in February 1994..
 AU0069
 AU0069.The geoid height was determined by GEOID03.
 AU0069
 AU0069.The dynamic height is computed by dividing the NAVD 88
 AU0069.geopotential number by the normal gravity value computed on the
 AU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0069.degrees latitude (g = 980.6199 gals.).
 AU0069
 AU0069.The modeled gravity was interpolated from observed gravity values.
 AU0069
 AU0069;                    North         East    Units  Estimated Accuracy
 AU0069;SPC LA S     -   163,770.    1,006,760.      MT  (+/- 180 meters Scaled)
 AU0069
 AU0069                          SUPERSEDED SURVEY CONTROL
 AU0069
 AU0069  NGVD 29 (??/??/??)    2.240  (m)            7.35   (f) ADJUSTED    1 1
 AU0069
 AU0069.Superseded values are not recommended for survey control.
 AU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0069.See file dsdata.txt to determine how the superseded data were derived.
 AU0069
 AU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP675175(NAD 83)
 AU0069_MARKER: DB = BENCH MARK DISK
 AU0069_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU0069_SP_SET: 104 FT
 AU0069_STAMPING: E 210 1964
 AU0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0069
 AU0069  HISTORY     - Date     Condition        Report By
 AU0069  HISTORY     - 1964     MONUMENTED       CGS
 AU0069  HISTORY     - 1965     GOOD             CGS
 AU0069  HISTORY     - 1976     GOOD             NGS
 AU0069
 AU0069                          STATION DESCRIPTION
 AU0069
 AU0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0069'5.95 MI NW FROM BELLE RIVER.
 AU0069'ABOUT 5.95 MILES NORTHWEST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 AU0069'SOUTH END OF THE DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, 276 FEET
 AU0069'NORTHEAST OF THE CENTER LINE OF THE LEVEE, 110 FEET NORTHEAST OF THE
 AU0069'CENTER LINE OF THE ROAD, 62 FEET NORTHWEST OF THE CENTER LINE OF A
 AU0069'PRIVATE DRIVEWAY, 50 FEET WEST OF THE WEST CORNER OF AN OLD HOUSE, 7
 AU0069'FEET SOUTHEAST OF A 20-INCH OAK TREE WITH A TRIANGULAR BLAZE, 1.5 FEET
 AU0069'NORTH OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 AU0069'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 AU0069'A DEPTH OF 104 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 AU0069'PROJECTING 3 FEET.  NOTE-- THIS IS ALSO 7.2 MILES SOUTHEAST ALONG
 AU0069'STATE ROAD 997 AND A LEVEE FROM THE SOUTH END OF A DRAWBRIDGE OVER
 AU0069'LOWER GRAND RIVER AT PIGEON.
 AU0069
 AU0069                          STATION RECOVERY (1976)
 AU0069
 AU0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0069'6.2 MILES NORTHWEST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 AU0069'END OF A DRAWBRIDGE OVER THE BELLE RIVER, AT THE JUNCTION OF A DRIVE
 AU0069'LEADING NORTHEAST, 106 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AU0069'71 FT NORTHWEST OF THE CENTER LINE OF THE DRIVE, 82 FT NORTH OF THE
 AU0069'NORTHWEST END OF A GRATE, 7 FT SOUTHEAST OF A 24-INCH OAK TREE.  THE
 AU0069'DISK IS 6 INCHES BELOW THE TOP OF THE PIPE.  7.3 MILES SOUTH OF
 AU0069'PIGEON ALONG STATE HIGHWAY 997 AND LEVEE FROM THE SOUTH END OF A DRAW
 AU0069'BRIDGE OVER THE LOWER GRAND RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0530 ***********************************************************************
 BJ0530  DESIGNATION -  E 216
 BJ0530  PID         -  BJ0530
 BJ0530  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0530  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0530
 BJ0530                         *CURRENT SURVEY CONTROL
 BJ0530  ___________________________________________________________________
 BJ0530* NAD 83(1986)-  30 32 34.     (N)    091 10 36.     (W)     SCALED    
 BJ0530* NAVD 88     -        20.86   (+/-2cm)      68.4    (feet)  VERTCON   
 BJ0530  ___________________________________________________________________
 BJ0530  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0530
 BJ0530  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0530
 BJ0530.The horizontal coordinates were scaled from a topographic map and have
 BJ0530.an estimated accuracy of +/- 6 seconds.
 BJ0530
 BJ0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0530.The vertical order pertains to the NGVD 29 superseded value.
 BJ0530
 BJ0530.The geoid height was determined by GEOID03.
 BJ0530
 BJ0530;                    North         East    Units  Estimated Accuracy
 BJ0530;SPC LA S     -   226,440.    1,015,030.      MT  (+/- 180 meters Scaled)
 BJ0530
 BJ0530                          SUPERSEDED SURVEY CONTROL
 BJ0530
 BJ0530  NGVD 29 (??/??/??)   20.851  (m)           68.41   (f) ADJUSTED    1 2
 BJ0530
 BJ0530.Superseded values are not recommended for survey control.
 BJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0530.See file dsdata.txt to determine how the superseded data were derived.
 BJ0530
 BJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP749803(NAD 83)
 BJ0530_MARKER: DB = BENCH MARK DISK
 BJ0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0530_SP_SET: CULVERT
 BJ0530_STAMPING: E 216 1965
 BJ0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0530
 BJ0530  HISTORY     - Date     Condition        Report By
 BJ0530  HISTORY     - 1965     MONUMENTED       CGS
 BJ0530  HISTORY     - 1976     GOOD             NGS
 BJ0530
 BJ0530                          STATION DESCRIPTION
 BJ0530
 BJ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0530'0.7 MI N FROM SCOTLANDVILLE.
 BJ0530'ABOUT 0.7 MILE NORTH ALONG THE YAZOO AND MISSISSIPPI RAILROAD FROM THE
 BJ0530'SENIOR HIGH SCHOOL AT SCOTLANDVILLE, IN S 69, T 6 S, R 1 W, 254 FEET
 BJ0530'SOUTH OF THE CENTER LINE OF BLOUNT ROAD, 70 FEET EAST OF THE EAST
 BJ0530'RAIL, 19 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 19, SET IN THE
 BJ0530'CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL OF A CULVERT UNDER
 BJ0530'THE STATE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BJ0530
 BJ0530                          STATION RECOVERY (1976)
 BJ0530
 BJ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0530'0.65 NORTH ALONG STATE HIGHWAY 19 (SCOTLAND AVENUE) FROM
 BJ0530'SCOTLANDVILLE SENIOR HIGH SCHOOL AT SCOTLANDVILLE, 255 FT SOUTH OF
 BJ0530'THE JUNCTION OF BLOUNT ROAD, 19 FT EAST OF THE CENTER LINE OF THE
 BJ0530'HIGHWAY IN THE TOP OF THE CENTER OF THE EAST CONCRETE
 BJ0530'HEADWALL OF A LARGE BOX CULVERT.
 BJ0530'NOTE-THIS MARK WILL BE DESTROYED BY HIGHWAY CONSTRUCTION IN THE
 BJ0530'THE NEAR FUTURE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0469 ***********************************************************************
 BJ0469  DESIGNATION -  E 219
 BJ0469  PID         -  BJ0469
 BJ0469  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0469  USGS QUAD   -  ZACHARY (1980)
 BJ0469
 BJ0469                         *CURRENT SURVEY CONTROL
 BJ0469  ___________________________________________________________________
 BJ0469* NAD 83(1986)-  30 42 47.     (N)    091 08 39.     (W)     SCALED    
 BJ0469* NAVD 88     -        37.550  (meters)     123.20   (feet)  ADJUSTED  
 BJ0469  ___________________________________________________________________
 BJ0469  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0469  DYNAMIC HT  -          37.502 (meters)     123.04  (feet)  COMP
 BJ0469  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BJ0469
 BJ0469  VERT ORDER  -  FIRST     CLASS I
 BJ0469
 BJ0469.The horizontal coordinates were scaled from a topographic map and have
 BJ0469.an estimated accuracy of +/- 6 seconds.
 BJ0469
 BJ0469.The orthometric height was determined by differential leveling
 BJ0469.and adjusted by the National Geodetic Survey in February 1994..
 BJ0469
 BJ0469.The geoid height was determined by GEOID03.
 BJ0469
 BJ0469.The dynamic height is computed by dividing the NAVD 88
 BJ0469.geopotential number by the normal gravity value computed on the
 BJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0469.degrees latitude (g = 980.6199 gals.).
 BJ0469
 BJ0469.The modeled gravity was interpolated from observed gravity values.
 BJ0469
 BJ0469;                    North         East    Units  Estimated Accuracy
 BJ0469;SPC LA S     -   245,330.    1,018,120.      MT  (+/- 180 meters Scaled)
 BJ0469
 BJ0469                          SUPERSEDED SURVEY CONTROL
 BJ0469
 BJ0469  NGVD 29 (??/??/??)   37.533  (m)          123.14   (f) ADJUSTED    1 1
 BJ0469
 BJ0469.Superseded values are not recommended for survey control.
 BJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0469.See file dsdata.txt to determine how the superseded data were derived.
 BJ0469
 BJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP777992(NAD 83)
 BJ0469_MARKER: DB = BENCH MARK DISK
 BJ0469_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0469_SP_SET: CONCRETE HEADWALL
 BJ0469_STAMPING: E 219 1965
 BJ0469_MARK LOGO: CGS   
 BJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0469+STABILITY: SURFACE MOTION
 BJ0469
 BJ0469  HISTORY     - Date     Condition        Report By
 BJ0469  HISTORY     - 1965     MONUMENTED       CGS
 BJ0469  HISTORY     - 1976     GOOD             NGS
 BJ0469  HISTORY     - 1987     GOOD             LA-033
 BJ0469
 BJ0469                          STATION DESCRIPTION
 BJ0469
 BJ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0469'0.35 MI S FROM SLAUGHTER.
 BJ0469'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE ILLINOIS CENTRAL
 BJ0469'RAILROAD STATION AT SLAUGHTER, IN S 61, T 3 S, R 1 E, ABOUT 0.35 MILE
 BJ0469'NORTH OF MILEPOST 349, ABOUT 0.25 MILE NORTH OF THE EAST BATON
 BJ0469'ROUGE-EAST FELICIANA PARISH LINE, 65 FEET EAST OF THE EAST RAIL OF THE
 BJ0469'MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, 24 FEET WEST OF THE
 BJ0469'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE WEST
 BJ0469'CONCRETE HEAD WALL OF A BOX CULVERT UNDER THE HIGHWAY, ABOUT 3 1/2
 BJ0469'FEET BELOW THE LEVEL OF THE HIGHWAY AND ABOUT 3 FEET BELOW THE LEVEL
 BJ0469'OF THE TRACK.
 BJ0469
 BJ0469                          STATION RECOVERY (1976)
 BJ0469
 BJ0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0469'0.35 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BJ0469'SLAUGHTER, 0.25 MILE NORTH OF THE EAST BATON ROUGE-EAST FELICIANA
 BJ0469'PARISH LINE, 65.3 FT EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL
 BJ0469'RAILROAD MAIN TRACK, 24 FT WEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0469'IN THE TOP CENTER OF THE WEST CONCRETE HEADWALL OF A HIGHWAY BOX
 BJ0469'CULVERT.
 BJ0469
 BJ0469                          STATION RECOVERY (1987)
 BJ0469
 BJ0469'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0469'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ0469'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3123 ***********************************************************************
 AI3123  DESIGNATION -  E 22 RESET
 AI3123  PID         -  AI3123
 AI3123  STATE/COUNTY-  LA/EAST BATON ROUGE
 AI3123  USGS QUAD   -  BATON ROUGE EAST (1995)
 AI3123
 AI3123                         *CURRENT SURVEY CONTROL
 AI3123  ___________________________________________________________________
 AI3123* NAD 83(1986)-  30 28 23.     (N)    091 03 29.     (W)     SCALED    
 AI3123* NAVD 88     -        16.60   (meters)      54.5    (feet)  RESET     
 AI3123  ___________________________________________________________________
 AI3123  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AI3123
 AI3123  VERT ORDER  -  THIRD
 AI3123
 AI3123.The horizontal coordinates were scaled from a topographic map and have
 AI3123.an estimated accuracy of +/- 6 seconds.
 AI3123
 AI3123.The orthometric height was computed from unverified reset data.
 AI3123.No vertical observational check was made to the station.
 AI3123
 AI3123.The geoid height was determined by GEOID03.
 AI3123
 AI3123;                    North         East    Units  Estimated Accuracy
 AI3123;SPC LA S     -   218,740.    1,026,430.      MT  (+/- 180 meters Scaled)
 AI3123
 AI3123                          SUPERSEDED SURVEY CONTROL
 AI3123
 AI3123.No superseded survey control is available for this station.
 AI3123
 AI3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP864728(NAD 83)
 AI3123_MARKER: DV = VERTICAL CONTROL DISK
 AI3123_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI3123_SP_SET: RAILROAD SIGNAL FOOTING
 AI3123_STAMPING: E 22 RESET 1998
 AI3123_MARK LOGO: NGS   
 AI3123_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3123+STABILITY: SURFACE MOTION
 AI3123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3123+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI3123
 AI3123  HISTORY     - Date     Condition        Report By
 AI3123  HISTORY     - 1998     MONUMENTED       LADTD
 AI3123
 AI3123                          STATION DESCRIPTION
 AI3123
 AI3123'DESCRIBED BY LA TRANSP AND DEV 1998 (SLC)
 AI3123'THE STATION IS LOCATED IN BATON ROUGE AT THE JUNCTION OF SOUTH CHOCTAW
 AI3123'DRIVE AND NORTH SHERWOOD FOREST DRIVE, SET IN THE SOUTHEAST CORNER OF
 AI3123'THE BASE FOR A RAILROAD SIGNAL.  OWNERSHIP--ILLINOIS CENTRAL RAILROAD.
 AI3123'THE STATION IS 99.5 FT (30.3 M) NORTH FROM THE CENTER OF SOUTH CHOCTAW
 AI3123'DRIVE, 26.5 FT (8.1 M) WEST FROM THE CENTER OF SHERWOOD FOREST DRIVE,
 AI3123'24.0 FT (7.3 M) NORTH FROM THE NORTH RAIL OF THE MAIN LINE OF THE
 AI3123'ILLINOIS CENTRAL RAILROAD, FLUSH WITH THE BASE OF THE SIGNAL AND ABOUT
 AI3123'1.0 FT (0.3 M) ABOVE THE LEVEL OF SHERWOOD FOREST DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1445 ***********************************************************************
 AU1445  DESIGNATION -  E 222
 AU1445  PID         -  AU1445
 AU1445  STATE/COUNTY-  LA/TERREBONNE
 AU1445  USGS QUAD   -  HOUMA (1980)
 AU1445
 AU1445                         *CURRENT SURVEY CONTROL
 AU1445  ___________________________________________________________________
 AU1445* NAD 83(1992)-  29 33 55.86788(N)    090 38 46.65529(W)     ADJUSTED  
 AU1445* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AU1445  **This station is located in a subsidence area (see below).
 AU1445  ___________________________________________________________________
 AU1445  X           -     -62,626.716 (meters)                     COMP
 AU1445  Y           -  -5,551,806.310 (meters)                     COMP
 AU1445  Z           -   3,128,562.451 (meters)                     COMP
 AU1445  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU1445  ELLIP HEIGHT-         -22.53  (meters)          (02/21/02) GPS OBS
 AU1445  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AU1445
 AU1445  HORZ ORDER  -  FIRST
 AU1445  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1445  ELLP ORDER  -  FIFTH     CLASS I
 AU1445
 AU1445.The horizontal coordinates were established by GPS observations
 AU1445.and adjusted by the National Geodetic Survey in December 1998..
 AU1445
 AU1445 ** The orthometric height has not been validated since last determined
 AU1445 ** by differential leveling and should not be used for control purposes.
 AU1445 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1445 ** area with valid NAVD 88 orthometric heights.
 AU1445 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1445 ** epoch indicated which incorporates improved geoid heights for the
 AU1445 ** Southern Louisiana Subsidence area.
 AU1445 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1445.The orthometric height was determined by GPS observations and a
 AU1445.high-resolution geoid model.
 AU1445.The vertical order pertains to the NGVD 29 superseded value.
 AU1445
 AU1445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1445
 AU1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1445
 AU1445.The ellipsoidal height was determined by GPS observations
 AU1445.and is referenced to NAD 83.
 AU1445
 AU1445.The geoid height was determined by GEOID03.
 AU1445
 AU1445;                    North         East     Units Scale Factor Converg.
 AU1445;SPC LA S     -   118,307.395 1,066,573.377   MT  0.99995442   +0 20 36.7
 AU1445;SPC LA S     -   388,146.85  3,499,249.49   sFT  0.99995442   +0 20 36.7
 AU1445;UTM  15      - 3,272,954.721   728,025.067   MT  1.00024160   +1 09 42.7
 AU1445
 AU1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1445!SPC LA S     -   1.00000354  x   0.99995442  =   0.99995796
 AU1445!UTM  15      -   1.00000354  x   1.00024160  =   1.00024514
 AU1445
 AU1445                          SUPERSEDED SURVEY CONTROL
 AU1445
 AU1445  ELLIP H (12/17/98)  -22.48   (m)                       GP(       ) 4 2
 AU1445  NGVD 29 (??/??/??)    2.739  (m)            8.99   (f) ADJUSTED    1 2
 AU1445
 AU1445.Superseded values are not recommended for survey control.
 AU1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1445.See file dsdata.txt to determine how the superseded data were derived.
 AU1445
 AU1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2802572955(NAD 83)
 AU1445_MARKER: DB = BENCH MARK DISK
 AU1445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AU1445_SP_SET: SET IN A MASSIVE STRUCTURE
 AU1445_STAMPING: E 222 1965
 AU1445_MARK LOGO: CGS   
 AU1445_PROJECTION: FLUSH
 AU1445_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1445+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1445
 AU1445  HISTORY     - Date     Condition        Report By
 AU1445  HISTORY     - 1965     MONUMENTED       CGS
 AU1445  HISTORY     - 1983     GOOD             LADTD
 AU1445  HISTORY     - 1988     GOOD             USPSQD
 AU1445  HISTORY     - 19950103 GOOD             MPHI
 AU1445
 AU1445                          STATION DESCRIPTION
 AU1445
 AU1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1445'5.9 MI E FROM HOUMA.
 AU1445'5.9 MILES EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1445'IN FRACTIONAL SECTION 6, T 17 S, R 18 E, 0.3 MILE NORTHWEST OF THE
 AU1445'SOUTH TERREBONNE HIGH SCHOOL, 105 FEET SOUTHWEST OF THE CENTER OF THE
 AU1445'JUNCTION OF STATE HIGHWAYS 24 AND 659, 15 1/2 FEET NORTHWEST OF THE
 AU1445'CENTER LINE OF STATE HIGHWAY 24, SET IN THE TOP OF THE NORTHEAST END
 AU1445'OF THE NORTHWEST CONCRETE WALKWAY OF THE BRIDGE OVER BAYOU TERREBONNE,
 AU1445'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AU1445
 AU1445                          STATION RECOVERY (1983)
 AU1445
 AU1445'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 AU1445'RECOVERED IN GOOD CONDITION.
 AU1445
 AU1445                          STATION RECOVERY (1988)
 AU1445
 AU1445'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AU1445'RECOVERED IN GOOD CONDITION.
 AU1445
 AU1445                          STATION RECOVERY (1995)
 AU1445
 AU1445'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1445'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2382 ***********************************************************************
 BK2382  DESIGNATION -  E 2283
 BK2382  PID         -  BK2382
 BK2382  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2382  USGS QUAD   -  ELTON (1994)
 BK2382
 BK2382                         *CURRENT SURVEY CONTROL
 BK2382  ___________________________________________________________________
 BK2382* NAD 83(1986)-  30 25 54.     (N)    092 44 24.     (W)     SCALED    
 BK2382* NAVD 88     -        13.659  (meters)      44.81   (feet)  ADJUSTED  
 BK2382  ___________________________________________________________________
 BK2382  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2382  DYNAMIC HT  -          13.641 (meters)      44.75  (feet)  COMP
 BK2382  MODELED GRAV-     979,331.5   (mgal)                       NAVD 88
 BK2382
 BK2382  VERT ORDER  -  SECOND    CLASS II
 BK2382
 BK2382.The horizontal coordinates were scaled from a topographic map and have
 BK2382.an estimated accuracy of +/- 6 seconds.
 BK2382
 BK2382.The orthometric height was determined by differential leveling
 BK2382.and adjusted by the National Geodetic Survey in February 1994..
 BK2382
 BK2382.The geoid height was determined by GEOID03.
 BK2382
 BK2382.The dynamic height is computed by dividing the NAVD 88
 BK2382.geopotential number by the normal gravity value computed on the
 BK2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2382.degrees latitude (g = 980.6199 gals.).
 BK2382
 BK2382.The modeled gravity was interpolated from observed gravity values.
 BK2382
 BK2382;                    North         East    Units  Estimated Accuracy
 BK2382;SPC LA S     -   214,950.      864,880.      MT  (+/- 180 meters Scaled)
 BK2382
 BK2382                          SUPERSEDED SURVEY CONTROL
 BK2382
 BK2382.No superseded survey control is available for this station.
 BK2382
 BK2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP249666(NAD 83)
 BK2382_MARKER: DB = BENCH MARK DISK
 BK2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2382_SP_SET: CONCRETE POST
 BK2382_STAMPING: E 2283
 BK2382_MARK LOGO: LAGS  
 BK2382_PROJECTION: PROJECTING 8 CENTIMETERS
 BK2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2382+STABILITY: SURFACE MOTION
 BK2382
 BK2382  HISTORY     - Date     Condition        Report By
 BK2382  HISTORY     - UNK      MONUMENTED       LAGS
 BK2382  HISTORY     - 1982     GOOD             LADTD
 BK2382
 BK2382                          STATION DESCRIPTION
 BK2382
 BK2382'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2382'5.5 KM(3.4 MI) SSW FROM ELTON.
 BK2382'ABOUT 7.7 KM (4.8 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2382'IN ELTON TO THE JUNCTION OF US HIGHWAY 190 AND STATE HIGHWAY 99,
 BK2382'THENCE ABOUT 6.4 KM (4 MI) SOUTH ALONG STATE HIGHWAY 99 TO THE
 BK2382'JUNCTION OF A PAVED PARISH ROAD, THENCE ABOUT 3.5 KM (2.2 MI) EAST
 BK2382'ALONG PARISH ROAD TO THE JUNCTION OF ANOTHER PAVED PARISH ROAD, THENCE
 BK2382'ABOUT 0.82 KM (0.51 MI) NORTH ALONG PARISH ROAD TO A CROSSROAD WITH
 BK2382'THE MARK SET IN THE NORTHEAST QUADRANT OF THE CROSS ROAD, 23.6 METERS
 BK2382'(77.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE,
 BK2382'8.5 METERS (28 FT) NORTH OF THE CENTER OF A PARISH ROAD, 7.6 METERS
 BK2382'(25 FT) EAST OF THE CENTER OF A PARISH ROAD, 2.1 METERS (7 FT) SOUTH
 BK2382'OF A POWER LINE SERVICE POLE.
 BK2382'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BK2382'THE MARK IS ABOVE LEVEL WITH PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1428 ***********************************************************************
 BH1428  DESIGNATION -  E 23
 BH1428  PID         -  BH1428
 BH1428  STATE/COUNTY-  LA/WASHINGTON
 BH1428  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1428
 BH1428                         *CURRENT SURVEY CONTROL
 BH1428  ___________________________________________________________________
 BH1428* NAD 83(1986)-  30 48 19.     (N)    089 51 24.     (W)     SCALED    
 BH1428* NAVD 88     -        30.59   (+/-2cm)     100.4    (feet)  VERTCON   
 BH1428  ___________________________________________________________________
 BH1428  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH1428
 BH1428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1428
 BH1428.The horizontal coordinates were scaled from a topographic map and have
 BH1428.an estimated accuracy of +/- 6 seconds.
 BH1428
 BH1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1428.The vertical order pertains to the NGVD 29 superseded value.
 BH1428
 BH1428.The geoid height was determined by GEOID03.
 BH1428
 BH1428;                    North         East    Units  Estimated Accuracy
 BH1428;SPC LA S     -   256,450.    1,141,310.      MT  (+/- 180 meters Scaled)
 BH1428
 BH1428                          SUPERSEDED SURVEY CONTROL
 BH1428
 BH1428  NGVD 29 (??/??/??)   30.673  (m)          100.63   (f) ADJUSTED    2 0
 BH1428
 BH1428.Superseded values are not recommended for survey control.
 BH1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1428.See file dsdata.txt to determine how the superseded data were derived.
 BH1428
 BH1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV266115(NAD 83)
 BH1428_MARKER: DB = BENCH MARK DISK
 BH1428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH1428_SP_SET: CULVERT HEADWALL
 BH1428_STAMPING: E 23 1934
 BH1428_MARK LOGO: CGS   
 BH1428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1428+STABILITY: SURFACE MOTION
 BH1428
 BH1428  HISTORY     - Date     Condition        Report By
 BH1428  HISTORY     - 1934     MONUMENTED       CGS
 BH1428  HISTORY     - 1955     GOOD             CGS
 BH1428  HISTORY     - 19861231 GOOD             LADTD
 BH1428
 BH1428                          STATION DESCRIPTION
 BH1428
 BH1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1428'1.7 MI N FROM BOGALUSA.
 BH1428'1.7 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH1428'STATION AT BOGALUSA, WASHINGTON PARISH, 24 1/2 POLES NORTH OF MILEPOST
 BH1428'72, 280 FEET NORTH OF THE NORTHWEST CORNER OF A SAWMILL, AT A 4-BY
 BH1428'4-FOOT REINFORCED CONCRETE-BOX CULVERT, IN THE TOP OF THE SOUTH END OF
 BH1428'THE WEST HEADWALL, AND 22 FEET WEST OF THE CENTERLINE OF THE TRACK. A
 BH1428'STANDARD DISK, STAMPED E 23 1934.
 BH1428
 BH1428                          STATION RECOVERY (1986)
 BH1428
 BH1428'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 BH1428'ABOUT 1 KM (0.60 MI) NORTH ON AUSTIN ST FROM THE JUNCTION OF AUSTIN ST
 BH1428'AND STATE HIGHWAY 10 IN BOGALUSA NEAR THE OLD RAILROAD DEPOT TO THE
 BH1428'JUNCTION WITH DERBIGNEY ST, THENCE WEST ON DERBINGNEY ST FOR 0.1 KM
 BH1428'(0.05 MI) CROSSING THE RAILROAD TRACKS TO THE JUNCTION WITH WASHINGTON
 BH1428'ST, THENCE NORTH (RIGHT) ON WASHINGTON ST FOR 0.5 KM (0.30 MI) TO THE
 BH1428'MARK ON THE RIGHT SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 BH1428'ON THE RAILROAD TRACKS AT A 4 BY 4 FOOT (1.2 M) REINFORCED CONCRETE
 BH1428'BOX CULVERT AND ACROSS THE ROAD FROM THE ARMY RESERVE UNIT, 6.7 METERS
 BH1428'(22.0 FT) WEST OF THE CENTER OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0649 ***********************************************************************
 BX0649  DESIGNATION -  E 230
 BX0649  PID         -  BX0649
 BX0649  STATE/COUNTY-  LA/RAPIDES
 BX0649  USGS QUAD   -  BALL (1993)
 BX0649
 BX0649                         *CURRENT SURVEY CONTROL
 BX0649  ___________________________________________________________________
 BX0649* NAD 83(1986)-  31 22 57.     (N)    092 24 23.     (W)     SCALED    
 BX0649* NAVD 88     -        36.47   (+/-2cm)     119.7    (feet)  VERTCON   
 BX0649  ___________________________________________________________________
 BX0649  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BX0649
 BX0649  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0649
 BX0649.The horizontal coordinates were scaled from a topographic map and have
 BX0649.an estimated accuracy of +/- 6 seconds.
 BX0649
 BX0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0649.The vertical order pertains to the NGVD 29 superseded value.
 BX0649
 BX0649.The geoid height was determined by GEOID03.
 BX0649
 BX0649;                    North         East    Units  Estimated Accuracy
 BX0649;SPC LA N     -    97,850.    1,008,900.      MT  (+/- 180 meters Scaled)
 BX0649
 BX0649                          SUPERSEDED SURVEY CONTROL
 BX0649
 BX0649  NGVD 29 (??/??/??)   36.459  (m)          119.62   (f) ADJUSTED    1 2
 BX0649
 BX0649.Superseded values are not recommended for survey control.
 BX0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0649.See file dsdata.txt to determine how the superseded data were derived.
 BX0649
 BX0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ564721(NAD 83)
 BX0649_MARKER: DB = BENCH MARK DISK
 BX0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0649_SP_SET: CULVERT
 BX0649_STAMPING: E 230 1965
 BX0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0649
 BX0649  HISTORY     - Date     Condition        Report By
 BX0649  HISTORY     - 1965     MONUMENTED       CGS
 BX0649  HISTORY     - 1966     GOOD             CGS
 BX0649
 BX0649                          STATION DESCRIPTION
 BX0649
 BX0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0649'4.85 MI N FROM PINEVILLE.
 BX0649'ABOUT 3.55 MILES NORTH ALONG U.S. HIGHWAY 165 (BUSINESS ROUTE) FROM
 BX0649'THE POST OFFICE AT PINEVILLE, THENCE 1.3 MILES NORTH ALONG US HIGHWAY
 BX0649'165 BYPASS, IN SECTION 35, T 5 N, R 1 E, 0.35 MILE SOUTH OF THE
 BX0649'INTERSECTION OF LOUISIANA STATE HIGHWAY 623 31 1/2 FEET EAST OF THE
 BX0649'CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BX0649'HIGHWAY, AND SET IN THE TOP OF THE CENTER OF THE EAST CONCRETE
 BX0649'HEADWALL OF A LARGE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0088 ***********************************************************************
 BX0088  DESIGNATION -  E 232
 BX0088  PID         -  BX0088
 BX0088  STATE/COUNTY-  LA/LA SALLE
 BX0088  USGS QUAD   -  TULLOS (1984)
 BX0088
 BX0088                         *CURRENT SURVEY CONTROL
 BX0088  ___________________________________________________________________
 BX0088* NAD 83(1986)-  31 50 59.     (N)    092 18 29.     (W)     SCALED    
 BX0088* NAVD 88     -        25.77   (+/-2cm)      84.5    (feet)  VERTCON   
 BX0088  ___________________________________________________________________
 BX0088  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0088
 BX0088  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0088
 BX0088.The horizontal coordinates were scaled from a topographic map and have
 BX0088.an estimated accuracy of +/- 6 seconds.
 BX0088
 BX0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0088.The vertical order pertains to the NGVD 29 superseded value.
 BX0088
 BX0088.The geoid height was determined by GEOID03.
 BX0088
 BX0088;                    North         East    Units  Estimated Accuracy
 BX0088;SPC LA N     -   149,670.    1,018,170.      MT  (+/- 180 meters Scaled)
 BX0088
 BX0088                          SUPERSEDED SURVEY CONTROL
 BX0088
 BX0088  NGVD 29 (??/??/??)   25.784  (m)           84.59   (f) ADJUSTED    1 2
 BX0088
 BX0088.Superseded values are not recommended for survey control.
 BX0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0088.See file dsdata.txt to determine how the superseded data were derived.
 BX0088
 BX0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR654239(NAD 83)
 BX0088_MARKER: DB = BENCH MARK DISK
 BX0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0088_SP_SET: BRIDGE ABUTMENT
 BX0088_STAMPING: E 232 1965
 BX0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0088
 BX0088  HISTORY     - Date     Condition        Report By
 BX0088  HISTORY     - 1965     MONUMENTED       CGS
 BX0088
 BX0088                          STATION DESCRIPTION
 BX0088
 BX0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0088'1.15 MI SW FROM URANIA.
 BX0088'ABOUT 1.15 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0088'THE STATION AT URANIA, OR ABOUT 2.5 MILES NORTHEAST ALONG THE MISSOURI
 BX0088'PACIFIC RAILROAD FROM THE FIRST BAPTIST CHURCH AT TULLOS, IN SECTION
 BX0088'18, T 10 N, R 2 E, 6 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 1/2 POLES
 BX0088'NORTHEAST OF MILEPOST 554, SET IN THE TOP OF THE NORTHWEST END OF THE
 BX0088'NORTHEAST CONCRETE ABUTMENT AT THE NORTHEAST END OF BRIDGE 553.9 OVER
 BX0088'CHICKASAW CREEK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1508 ***********************************************************************
 AU1508  DESIGNATION -  E 233
 AU1508  PID         -  AU1508
 AU1508  STATE/COUNTY-  LA/TERREBONNE
 AU1508  USGS QUAD   -  BOURG (1974)
 AU1508
 AU1508                         *CURRENT SURVEY CONTROL
 AU1508  ___________________________________________________________________
 AU1508* NAD 83(1992)-  29 31 17.19638(N)    090 35 56.44949(W)     ADJUSTED  
 AU1508* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1508  **This station is located in a subsidence area (see below).
 AU1508  ___________________________________________________________________
 AU1508  X           -     -58,070.628 (meters)                     COMP
 AU1508  Y           -  -5,554,264.299 (meters)                     COMP
 AU1508  Z           -   3,124,311.785 (meters)                     COMP
 AU1508  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU1508  ELLIP HEIGHT-         -23.26  (meters)          (02/21/02) GPS OBS
 AU1508  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AU1508  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 AU1508  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 AU1508
 AU1508  HORZ ORDER  -  FIRST
 AU1508  VERT ORDER  -  THIRD (See Below)
 AU1508  ELLP ORDER  -  FIFTH     CLASS I
 AU1508
 AU1508.The horizontal coordinates were established by GPS observations
 AU1508.and adjusted by the National Geodetic Survey in December 1998..
 AU1508
 AU1508 ** The orthometric height has not been validated since last determined
 AU1508 ** by differential leveling and should not be used for control purposes.
 AU1508 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1508 ** area with valid NAVD 88 orthometric heights.
 AU1508 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1508 ** epoch indicated which incorporates improved geoid heights for the
 AU1508 ** Southern Louisiana Subsidence area.
 AU1508 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1508.The orthometric height was scaled from a topographic map.
 AU1508.The vertical order pertains to the first NAVD 88 superseded value.
 AU1508
 AU1508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1508
 AU1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1508
 AU1508.The ellipsoidal height was determined by GPS observations
 AU1508.and is referenced to NAD 83.
 AU1508
 AU1508.The geoid height was determined by GEOID03.
 AU1508
 AU1508.The dynamic height is computed by dividing the NAVD 88
 AU1508.geopotential number by the normal gravity value computed on the
 AU1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1508.degrees latitude (g = 980.6199 gals.).
 AU1508
 AU1508.The modeled gravity was interpolated from observed gravity values.
 AU1508
 AU1508;                    North         East     Units Scale Factor Converg.
 AU1508;SPC LA S     -   113,450.587 1,071,185.939   MT  0.99996051   +0 22 01.8
 AU1508;SPC LA S     -   372,212.47  3,514,382.53   sFT  0.99996051   +0 22 01.8
 AU1508;UTM  15      - 3,268,162.784   732,707.839   MT  1.00026824   +1 11 01.0
 AU1508
 AU1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1508!SPC LA S     -   1.00000365  x   0.99996051  =   0.99996416
 AU1508!UTM  15      -   1.00000365  x   1.00026824  =   1.00027189
 AU1508
 AU1508                          SUPERSEDED SURVEY CONTROL
 AU1508
 AU1508  ELLIP H (12/17/98)  -23.22   (m)                       GP(       ) 4 2
 AU1508  NAVD 88 (12/17/98)    1.97   (m)            6.5    (f) LEVELING    3  
 AU1508  NGVD 29 (??/??/??)    1.962  (m)            6.44   (f) ADJUSTED    1 2
 AU1508
 AU1508.Superseded values are not recommended for survey control.
 AU1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1508.See file dsdata.txt to determine how the superseded data were derived.
 AU1508
 AU1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3270868163(NAD 83)
 AU1508_MARKER: DB = BENCH MARK DISK
 AU1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1508_SP_SET: CONCRETE POST
 AU1508_STAMPING: E 233 1965
 AU1508_MARK LOGO: CGS   
 AU1508_PROJECTION: FLUSH
 AU1508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1508+STABILITY: SURFACE MOTION
 AU1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1508+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1508
 AU1508  HISTORY     - Date     Condition        Report By
 AU1508  HISTORY     - 1965     MONUMENTED       CGS
 AU1508  HISTORY     - 1966     GOOD             CGS
 AU1508  HISTORY     - 19930608 GOOD             LADTD
 AU1508  HISTORY     - 19950103 GOOD             MPHI
 AU1508
 AU1508                          STATION DESCRIPTION
 AU1508
 AU1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1508'5.3 MI NW FROM CHAUVIN.
 AU1508'5.3 MILES NORTHWEST ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH CHURCH
 AU1508'AT CHAUVIN, IN SECTION 41, T 18 S, R 18 E, AT THE EAST CORNER OF THE
 AU1508'ST. ELIE CEMETERY, 42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AU1508'HIGHWAY, 24 FEET NORTHEAST OF THE EAST CORNER OF THE SYLVESTER AND
 AU1508'ALBERT FANGUY TOMB, 8.7 FEET NORTHEAST OF A 4-INCH CEDAR TREE, 2.6
 AU1508'FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, ABOUT 2 FEET
 AU1508'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AU1508'PROJECTING 5 INCHES.
 AU1508
 AU1508                          STATION RECOVERY (1993)
 AU1508
 AU1508'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1508'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF HOUMA AND
 AU1508'5.1 MI (8.2 KM) NORTHEAST OF CHAUVIN.  OWNERSHIP--ST.  ELIE CEMETARY.
 AU1508'TO REACH THE STATION FROM THE ST. JOSEPH CHURCH IN CHAUVIN GO NORTH
 AU1508'FOR 5.1 MI (8.2 KM) ON STATE HIGHWAY 56 TO THE STATION ON THE LEFT
 AU1508'SET NEAR THE SOUTHEAST CORNER OF THE CEMETARY.  THE STATION IS 78.0
 AU1508'FT (23.8 M) NORTHWEST FROM TELEPHONE POLE NUMBER 209, 42.5 FT (13.0
 AU1508'M) WEST-SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 19.0 FT (5.8 M)
 AU1508'WEST-SOUTHWEST FROM THE SOUTH END OF A 24 INCH CONCRETE CULVERT, 8.5
 AU1508'FT (2.6 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE EDGAR AND
 AU1508'LEONIDE FANGUY TOMB, 2.5 FT (0.8 M) SOUTH-SOUTHWEST FROM A
 AU1508'RIGHT-OF-WAY MARKER, PROJECTING 5 INCHES ABOVE THE GROUND SURFACE AND
 AU1508'ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE HIGHWAY.
 AU1508
 AU1508                          STATION RECOVERY (1995)
 AU1508
 AU1508'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1508'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0366 ***********************************************************************
 CQ0366  DESIGNATION -  E 234
 CQ0366  PID         -  CQ0366
 CQ0366  STATE/COUNTY-  LA/CALDWELL
 CQ0366  USGS QUAD   -  COLUMBIA (1989)
 CQ0366
 CQ0366                         *CURRENT SURVEY CONTROL
 CQ0366  ___________________________________________________________________
 CQ0366* NAD 83(1986)-  32 03 41.     (N)    092 05 55.     (W)     SCALED    
 CQ0366* NAVD 88     -        53.63   (+/-2cm)     176.0    (feet)  VERTCON   
 CQ0366  ___________________________________________________________________
 CQ0366  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0366
 CQ0366  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0366
 CQ0366.The horizontal coordinates were scaled from a topographic map and have
 CQ0366.an estimated accuracy of +/- 6 seconds.
 CQ0366
 CQ0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0366.The vertical order pertains to the NGVD 29 superseded value.
 CQ0366
 CQ0366.The geoid height was determined by GEOID03.
 CQ0366
 CQ0366;                    North         East    Units  Estimated Accuracy
 CQ0366;SPC LA N     -   173,190.    1,037,900.      MT  (+/- 180 meters Scaled)
 CQ0366
 CQ0366                          SUPERSEDED SURVEY CONTROL
 CQ0366
 CQ0366  NGVD 29 (??/??/??)   53.649  (m)          176.01   (f) ADJUSTED    1 2
 CQ0366
 CQ0366.Superseded values are not recommended for survey control.
 CQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0366.See file dsdata.txt to determine how the superseded data were derived.
 CQ0366
 CQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR850475(NAD 83)
 CQ0366_MARKER: DB = BENCH MARK DISK
 CQ0366_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0366_SP_SET: 24 FEET
 CQ0366_STAMPING: E 234 1965
 CQ0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0366
 CQ0366  HISTORY     - Date     Condition        Report By
 CQ0366  HISTORY     - 1965     MONUMENTED       CGS
 CQ0366  HISTORY     - 1966     GOOD             CGS
 CQ0366  HISTORY     - 1980     GOOD             LADTD
 CQ0366
 CQ0366                          STATION DESCRIPTION
 CQ0366
 CQ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0366'1.05 MI NE FROM GRAYSON.
 CQ0366'ABOUT 1.05 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CQ0366'THE STATION AT GRAYSON, IN SECTION 31, T 13 N, R 4 E, ABOUT 0.2 MILE
 CQ0366'WEST ACROSS THE TRACK AND U.S. HIGHWAY 165 FROM THE CALDWELL PARISH
 CQ0366'HIGH SCHOOL, ABOUT 9 RAILS NORTH OF RV 534/6 (M.P.R.R.), 70 FEET
 CQ0366'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 49 FEET WEST OF
 CQ0366'THE WEST RAIL, 46 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 CQ0366'30 1/2 FEET SOUTH OF A PIPELINE CROSSING MARKER, 27 FEET NORTHWEST OF
 CQ0366'A TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, 1.2 FEET NORTHEAST OF A
 CQ0366'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, A DISK
 CQ0366'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 CQ0366'OF 24 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6
 CQ0366'INCHES.
 CQ0366
 CQ0366                          STATION RECOVERY (1980)
 CQ0366
 CQ0366'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2692 ***********************************************************************
 BJ2692  DESIGNATION -  E 235
 BJ2692  PID         -  BJ2692
 BJ2692  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2692  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2692
 BJ2692                         *CURRENT SURVEY CONTROL
 BJ2692  ___________________________________________________________________
 BJ2692* NAD 83(1986)-  30 48 29.     (N)    091 47 20.     (W)     SCALED    
 BJ2692* NAVD 88     -        13.17   (+/-2cm)      43.2    (feet)  VERTCON   
 BJ2692  ___________________________________________________________________
 BJ2692  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ2692
 BJ2692  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2692
 BJ2692.The horizontal coordinates were scaled from a topographic map and have
 BJ2692.an estimated accuracy of +/- 6 seconds.
 BJ2692
 BJ2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2692.The vertical order pertains to the NGVD 29 superseded value.
 BJ2692
 BJ2692.The geoid height was determined by GEOID03.
 BJ2692
 BJ2692;                    North         East    Units  Estimated Accuracy
 BJ2692;SPC LA S     -   255,930.      956,410.      MT  (+/- 180 meters Scaled)
 BJ2692
 BJ2692                          SUPERSEDED SURVEY CONTROL
 BJ2692
 BJ2692  NGVD 29 (??/??/??)   13.162  (m)           43.18   (f) ADJUSTED    1 2
 BJ2692
 BJ2692.Superseded values are not recommended for survey control.
 BJ2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2692.See file dsdata.txt to determine how the superseded data were derived.
 BJ2692
 BJ2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ158089(NAD 83)
 BJ2692_MARKER: DB = BENCH MARK DISK
 BJ2692_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2692_SP_SET: 88 FEET
 BJ2692_STAMPING: E 135 1966
 BJ2692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2692
 BJ2692  HISTORY     - Date     Condition        Report By
 BJ2692  HISTORY     - 1966     MONUMENTED       CGS
 BJ2692
 BJ2692                          STATION DESCRIPTION
 BJ2692
 BJ2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2692'10.2 MI NE FROM MELVILLE.
 BJ2692'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2692'STATION AT MELVILLE, THENCE 5.75 MILES NORTH ALONG A LEVEE AND STATE
 BJ2692'ROAD 417, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, 124 FEET
 BJ2692'NORTHWEST OF THE CENTER OF A GATE, 32 FEET SOUTHWEST OF THE CENTER
 BJ2692'LINE OF THE GRAVELED ROAD 103 FEET NORTHEAST OF THE CENTER LINE OF THE
 BJ2692'TOP OF A LEVEE, 5 FEET SOUTHWEST OF A FENCE, 2.2 FEET SOUTHEAST OF A
 BJ2692'TELEPHONE POLE, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1
 BJ2692'1/2 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 BJ2692'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED
 BJ2692'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES. NOTE-- IN SECTION
 BJ2692'14, T 3 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0553 ***********************************************************************
 BX0553  DESIGNATION -  E 236
 BX0553  PID         -  BX0553
 BX0553  STATE/COUNTY-  LA/LA SALLE
 BX0553  USGS QUAD   -  HOLLOWAY (1994)
 BX0553
 BX0553                         *CURRENT SURVEY CONTROL
 BX0553  ___________________________________________________________________
 BX0553* NAD 83(1986)-  31 25 52.     (N)    092 09 35.     (W)     SCALED    
 BX0553* NAVD 88     -        18.67   (+/-2cm)      61.3    (feet)  VERTCON   
 BX0553  ___________________________________________________________________
 BX0553  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX0553
 BX0553  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0553
 BX0553.The horizontal coordinates were scaled from a topographic map and have
 BX0553.an estimated accuracy of +/- 6 seconds.
 BX0553
 BX0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0553.The vertical order pertains to the NGVD 29 superseded value.
 BX0553
 BX0553.The geoid height was determined by GEOID03.
 BX0553
 BX0553;                    North         East    Units  Estimated Accuracy
 BX0553;SPC LA N     -   103,290.    1,032,350.      MT  (+/- 180 meters Scaled)
 BX0553
 BX0553                          SUPERSEDED SURVEY CONTROL
 BX0553
 BX0553  NGVD 29 (??/??/??)   18.650  (m)           61.19   (f) ADJUSTED    1 2
 BX0553
 BX0553.Superseded values are not recommended for survey control.
 BX0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0553.See file dsdata.txt to determine how the superseded data were derived.
 BX0553
 BX0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ798776(NAD 83)
 BX0553_MARKER: DB = BENCH MARK DISK
 BX0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0553_SP_SET: BRIDGE ABUTMENT
 BX0553_STAMPING: E 236 1966
 BX0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0553
 BX0553  HISTORY     - Date     Condition        Report By
 BX0553  HISTORY     - 1966     MONUMENTED       CGS
 BX0553
 BX0553                          STATION DESCRIPTION
 BX0553
 BX0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0553'12.2 MI NE FROM LIBUSE.
 BX0553'ABOUT 12.2 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0553'AT LIBUSE, IN SECTION 11, T 5 N, R 3 E, ABOUT 0.35 MILE NORTHEAST OF
 BX0553'THE JUNCTION OF STATE HIGHWAY 115 LEADING SOUTH, 25 1/2 FEET SOUTHEAST
 BX0553'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END
 BX0553'OF THE NORTHEAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER BIG
 BX0553'SALINE BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0622 ***********************************************************************
 BX0622  DESIGNATION -  E 237
 BX0622  PID         -  BX0622
 BX0622  STATE/COUNTY-  LA/RAPIDES
 BX0622  USGS QUAD   -  ALEXANDRIA (1992)
 BX0622
 BX0622                         *CURRENT SURVEY CONTROL
 BX0622  ___________________________________________________________________
 BX0622* NAD 83(1986)-  31 18 42.     (N)    092 26 37.     (W)     SCALED    
 BX0622* NAVD 88     -        24.104  (meters)      79.08   (feet)  ADJUSTED  
 BX0622  ___________________________________________________________________
 BX0622  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BX0622  DYNAMIC HT  -          24.075 (meters)      78.99  (feet)  COMP
 BX0622  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 BX0622
 BX0622  VERT ORDER  -  FIRST     CLASS I
 BX0622
 BX0622.The horizontal coordinates were scaled from a topographic map and have
 BX0622.an estimated accuracy of +/- 6 seconds.
 BX0622
 BX0622.The orthometric height was determined by differential leveling
 BX0622.and adjusted by the National Geodetic Survey in February 1994..
 BX0622
 BX0622.The geoid height was determined by GEOID03.
 BX0622
 BX0622.The dynamic height is computed by dividing the NAVD 88
 BX0622.geopotential number by the normal gravity value computed on the
 BX0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0622.degrees latitude (g = 980.6199 gals.).
 BX0622
 BX0622.The modeled gravity was interpolated from observed gravity values.
 BX0622
 BX0622;                    North         East    Units  Estimated Accuracy
 BX0622;SPC LA N     -    90,000.    1,005,370.      MT  (+/- 180 meters Scaled)
 BX0622
 BX0622                          SUPERSEDED SURVEY CONTROL
 BX0622
 BX0622  NAVD 88 (06/15/91)   24.104  (m)           79.08   (f) UNKNOWN     1 1
 BX0622  NGVD 29 (??/??/??)   24.092  (m)           79.04   (f) ADJUSTED    1 1
 BX0622
 BX0622.Superseded values are not recommended for survey control.
 BX0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0622.See file dsdata.txt to determine how the superseded data were derived.
 BX0622
 BX0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ529642(NAD 83)
 BX0622_MARKER: DB = BENCH MARK DISK
 BX0622_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0622_SP_SET: 28 FEET
 BX0622_STAMPING: E 237 1966
 BX0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0622
 BX0622  HISTORY     - Date     Condition        Report By
 BX0622  HISTORY     - 1966     MONUMENTED       CGS
 BX0622  HISTORY     - 1970     GOOD             NGS
 BX0622  HISTORY     - 1977     GOOD             NGS
 BX0622  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 BX0622
 BX0622                          STATION DESCRIPTION
 BX0622
 BX0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0622'IN ALEXANDRIA.
 BX0622'AT ALEXANDRIA, 79 FEET NORTHEAST OF THE CENTER LINE OF MAIN STREET, 64
 BX0622'FEET SOUTHEAST OF THE CENTER LINE OF MURRAY STREET, 37 YARDS EAST AND
 BX0622'ACROSS MURRAY STREET FROM BENCH MARK P 13, 41 FEET SOUTHEAST OF THE
 BX0622'NORTHWEST END OF A PARKING AREA, ABOUT LEVEL WITH THE SIDEWALK, AND ON
 BX0622'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 BX0622'48 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 2 INCHES
 BX0622'ABOVE THE SURFACE OF THE GROUND.
 BX0622
 BX0622                          STATION RECOVERY (1977)
 BX0622
 BX0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0622'RECOVERED IN GOOD CONDITION.
 BX0622
 BX0622                          STATION RECOVERY (2005)
 BX0622
 BX0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX0622'AREA NOW APPEARS TO BE A CONCRETE PARKING LOT FOR THE ALEXANDRIA
 BX0622'MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1053 ***********************************************************************
 BX1053  PACS        -  This is a Primary Airport Control Station.
 BX1053  DESIGNATION -  E 238
 BX1053  PID         -  BX1053
 BX1053  STATE/COUNTY-  LA/RAPIDES
 BX1053  USGS QUAD   -  RAPIDES (1992)
 BX1053
 BX1053                         *CURRENT SURVEY CONTROL
 BX1053  ___________________________________________________________________
 BX1053* NAD 83(1992)-  31 19 02.17510(N)    092 32 27.74281(W)     ADJUSTED  
 BX1053* NAVD 88     -        26.37   (meters)      86.5    (feet)  LEVELING  
 BX1053  ___________________________________________________________________
 BX1053  X           -    -241,793.646 (meters)                     COMP
 BX1053  Y           -  -5,448,427.870 (meters)                     COMP
 BX1053  Z           -   3,295,995.325 (meters)                     COMP
 BX1053  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BX1053  ELLIP HEIGHT-          -0.07  (meters)          (02/14/02) GPS OBS
 BX1053  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX1053
 BX1053  HORZ ORDER  -  B
 BX1053  VERT ORDER  -  THIRD
 BX1053  ELLP ORDER  -  FIFTH     CLASS II
 BX1053
 BX1053.This mark is at Alexandra Intl Airport (AEX)
 BX1053
 BX1053.The horizontal coordinates were established by GPS observations
 BX1053.and adjusted by the National Geodetic Survey in December 1994..
 BX1053
 BX1053.The orthometric height was determined by differential leveling.
 BX1053.The vertical network tie was performed by a horz. field party for horz.
 BX1053.obs reductions. Reset procedures were used to establish the elevation.
 BX1053
 BX1053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX1053
 BX1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1053
 BX1053.The ellipsoidal height was determined by GPS observations
 BX1053.and is referenced to NAD 83.
 BX1053
 BX1053.The geoid height was determined by GEOID03.
 BX1053
 BX1053;                    North         East     Units Scale Factor Converg.
 BX1053;SPC LA N     -    90,616.811   996,093.694   MT  0.99996926   -0 01 18.1
 BX1053;SPC LA N     -   297,298.65  3,268,017.39   sFT  0.99996926   -0 01 18.1
 BX1053;UTM  15      - 3,464,855.293   543,669.616   MT  0.99962352   +0 14 18.8
 BX1053
 BX1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1053!SPC LA N     -   1.00000001  x   0.99996926  =   0.99996927
 BX1053!UTM  15      -   1.00000001  x   0.99962352  =   0.99962353
 BX1053
 BX1053                          SUPERSEDED SURVEY CONTROL
 BX1053
 BX1053  ELLIP H (12/30/94)    0.01   (m)                       GP(       ) 4 1
 BX1053  NGVD 29 (??/??/??)   26.363  (m)           86.49   (f) ADJUSTED    1 2
 BX1053
 BX1053.Superseded values are not recommended for survey control.
 BX1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1053.See file dsdata.txt to determine how the superseded data were derived.
 BX1053
 BX1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4367064855(NAD 83)
 BX1053_MARKER: DB = BENCH MARK DISK
 BX1053_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BX1053_SP_SET: FOUNDATION
 BX1053_STAMPING: E 238 1966
 BX1053_MARK LOGO: CGS   
 BX1053_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1053+STABILITY: SURFACE MOTION
 BX1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1053+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2001
 BX1053
 BX1053  HISTORY     - Date     Condition        Report By
 BX1053  HISTORY     - 1966     MONUMENTED       CGS
 BX1053  HISTORY     - 1977     GOOD             DOD
 BX1053  HISTORY     - 1977     GOOD             NGS
 BX1053  HISTORY     - 19940119 GOOD             NGS
 BX1053  HISTORY     - 19940615 GOOD             CGS
 BX1053  HISTORY     - 19990424 GOOD             USPSQD
 BX1053  HISTORY     - 20010228 GOOD             NGS
 BX1053
 BX1053                          STATION DESCRIPTION
 BX1053
 BX1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX1053'8.65 MI NW FROM ALEXANDRIA.
 BX1053'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1053'ALEXANDRIA, THENCE 5.15 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1053'RAILROAD, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 498 TO THE MAIN
 BX1053'AND NORTHEAST ENTRANCE TO THE ENGLAND AIR FORCE BASE, THENCE 0.75 MILE
 BX1053'SOUTHWEST ALONG THUNDERBIRD DRIVE, THENCE 0.6 MILE WEST ALONG BILLY
 BX1053'MITCHELL BOULEVARD, THENCE 0.5 MILE SOUTHEAST ALONG TAXI-WAY D TO THE
 BX1053'SOUTHEAST END OF NORTHWEST-SOUTHEAST RUNWAY NUMBER 14-32, ABOUT 334
 BX1053'YARDS NORTHWEST OF THE SOUTHEAST END OF THE PAVED OVERRUN, 140 FEET
 BX1053'NORTHEAST OF THE CENTER LINE OF THE CONCRETE RUNWAY, 73 FEET SOUTHEAST
 BX1053'OF THE SOUTHEAST EDGE OF CONCRETE TAXI-WAY C, SET IN THE TOP AND NEAR
 BX1053'THE CENTER OF A CONCRETE FOUNDATION AT BAK-9 PIT, 0.7 FOOT SOUTHWEST
 BX1053'OF THE SOUTHWEST EDGE OF A STEEL TRAP DOOR, AND FLUSH WITH THE GROUND.
 BX1053
 BX1053                          STATION RECOVERY (1977)
 BX1053
 BX1053'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 BX1053'RECOVERED IN GOOD CONDITION.
 BX1053
 BX1053                          STATION RECOVERY (1977)
 BX1053
 BX1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1053'RECOVERED IN GOOD CONDITION.
 BX1053
 BX1053                          STATION RECOVERY (1994)
 BX1053
 BX1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 BX1053'LOCATED AT THE ALEXANDRIA INTERNATIONAL AIRPORT, WEST OF THE CITY OF
 BX1053'ALEXANDRIA, LA WHICH IS 7 MI (11.3 KM) WEST OF U.S. 165, 2 MI (3.2 KM)
 BX1053'NORTH OF S.R. 28, AND 1.5 MI (2.4 KM) SOUTH OF S.R. 1. MARK IS LOCATED
 BX1053'IN THE SOUTHEAST SECTION OF THE AIRPORT NORTHEAST OF THE END OF RUNWAY
 BX1053'32. TO REACH FROM THE BASE OF THE AIR TRAFFIC CONTROL TOWER, PROCEED
 BX1053'SOUTHWEST ACCROSS THE RAMP TO TAXIWAY A. TURN SOUTHEAST ON TAXIWAY A
 BX1053'THEN 0.35 MI (0.56 KM) TO THE END OF THE TAXIWAY. STATION IS NORTHEAST
 BX1053'OF THE END OF RUNWAY 32 AND SOUTHEAST OF TAXIWAY A. IT IS 191.0 FT
 BX1053'(58.2 M) EAST OF THE CENTERLINE END OF RUNWAY 32, 109.3 FT (33.3 M)
 BX1053'NORTH-NORTHEAST OF THE NORTH EDGE OF THE DISPLACED THRESHOLD, 47.0 FT
 BX1053'(14.3 M) SOUTH-SOUTHEAST FROM THE EDGE OF THE PAVEMENT OF TAXIWAY A,
 BX1053'AND 0.7 FT (21.3 CM) SOUTHWEST OF THE SOUTHWEST EDGE OF A STEEL TRAP
 BX1053'DOOR. STATION IS A STANDARD CGS BENCH MARK DISK SET IN A DRILL HOLE IN
 BX1053'TOP OF THE FOUNDATION OF A CONCRETE ELECTRICAL VAULT AND FLUSH WITH
 BX1053'THE GROUND. DISK IS STAMPED - E 238 1966.
 BX1053
 BX1053                          STATION RECOVERY (1994)
 BX1053
 BX1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1994
 BX1053'STATION IS LOCATED NEAR THE EAST END OF THE AIRFIELD 191.0 FT (58.2 M)
 BX1053'EAST OF THE C/L END OF RWY EN 32, 109.3 FT (33.3 M) NNE FROM THE NORTH
 BX1053'EDGE OF THE STOPWAY, AND 47.0 FT (14.3 M) SSE FROM THE EAST EDGE OF
 BX1053'THE PAVED SHOULDER OF TAXI A.  STATION IS A STANDARD USCGS BENCH MARK
 BX1053'DISK SET IN A DRILLHOLE IN THE CENTER OF AN ARRESTING VAULT.  THE DISK
 BX1053'IS STAMPED E 238 1966.
 BX1053
 BX1053                          STATION RECOVERY (1999)
 BX1053
 BX1053'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1053'RECOVERED IN GOOD CONDITION.
 BX1053
 BX1053                          STATION RECOVERY (2001)
 BX1053
 BX1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLA)
 BX1053'RECOVERED IN GOOD CONDITION.
 BX1053' 
 BX1053' 
 BX1053'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0675 ***********************************************************************
 BX0675  DESIGNATION -  E 239
 BX0675  PID         -  BX0675
 BX0675  STATE/COUNTY-  LA/RAPIDES
 BX0675  USGS QUAD   -  ALEXANDRIA (1992)
 BX0675
 BX0675                         *CURRENT SURVEY CONTROL
 BX0675  ___________________________________________________________________
 BX0675* NAD 83(1986)-  31 20 05.     (N)    092 27 04.     (W)     SCALED    
 BX0675* NAVD 88     -        27.34   (+/-2cm)      89.7    (feet)  VERTCON   
 BX0675  ___________________________________________________________________
 BX0675  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX0675
 BX0675  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0675
 BX0675.The horizontal coordinates were scaled from a topographic map and have
 BX0675.an estimated accuracy of +/- 6 seconds.
 BX0675
 BX0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0675.The vertical order pertains to the NGVD 29 superseded value.
 BX0675
 BX0675.The geoid height was determined by GEOID03.
 BX0675
 BX0675;                    North         East    Units  Estimated Accuracy
 BX0675;SPC LA N     -    92,550.    1,004,650.      MT  (+/- 180 meters Scaled)
 BX0675
 BX0675                          SUPERSEDED SURVEY CONTROL
 BX0675
 BX0675  NGVD 29 (??/??/??)   27.328  (m)           89.66   (f) ADJUSTED    1 2
 BX0675
 BX0675.Superseded values are not recommended for survey control.
 BX0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0675.See file dsdata.txt to determine how the superseded data were derived.
 BX0675
 BX0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ522668(NAD 83)
 BX0675_MARKER: DB = BENCH MARK DISK
 BX0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0675_SP_SET: PLATFORM
 BX0675_STAMPING: E 239 1966
 BX0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0675
 BX0675  HISTORY     - Date     Condition        Report By
 BX0675  HISTORY     - 1966     MONUMENTED       CGS
 BX0675  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0675
 BX0675                          STATION DESCRIPTION
 BX0675
 BX0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0675'3.25 MI N FROM ALEXANDRIA.
 BX0675'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0675'ALEXANDRIA, THENCE 1.55 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0675'RAILROAD TO A HIGHWAY OVER PASS, THENCE 1.25 MILES NORTHEAST ALONG THE
 BX0675'MISSOURI PACIFIC RAILROAD, IN SECTION 10, T 4 N, R 1 W, ABOUT 0.1 MILE
 BX0675'EAST OF THE EAST END OF A RAILROAD BRIDGE OVER THE RED RIVER, AT THE
 BX0675'WEST END OF BUHLOW LAKE, 209 FEET SOUTH OF THE SOUTH RAIL, AT A CITY
 BX0675'PUMPING STATION, 2.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 BX0675'CONCRETE BLOCK BUILDING ON THE TOP OF A CONCRETE PLATFORM, SET IN THE
 BX0675'TOP OF THE NORTHWEST CORNER OF THE CONCRETE PLATFORM, DIRECTLY OVER A
 BX0675'CONCRETE PILING, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 BX0675
 BX0675                          STATION RECOVERY (1977)
 BX0675
 BX0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0675'MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2175 ***********************************************************************
 CP2175  DESIGNATION -  E 24
 CP2175  PID         -  CP2175
 CP2175  STATE/COUNTY-  LA/WEST CARROLL
 CP2175  USGS QUAD   -  GOODWILL (1988)
 CP2175
 CP2175                         *CURRENT SURVEY CONTROL
 CP2175  ___________________________________________________________________
 CP2175* NAD 83(1986)-  32 47 02.     (N)    091 32 40.     (W)     SCALED    
 CP2175* NAVD 88     -        28.789  (meters)      94.45   (feet)  ADJUSTED  
 CP2175  ___________________________________________________________________
 CP2175  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2175  DYNAMIC HT  -          28.757 (meters)      94.35  (feet)  COMP
 CP2175  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 CP2175
 CP2175  VERT ORDER  -  SECOND    CLASS 0
 CP2175
 CP2175.The horizontal coordinates were scaled from a topographic map and have
 CP2175.an estimated accuracy of +/- 6 seconds.
 CP2175
 CP2175.The orthometric height was determined by differential leveling
 CP2175.and adjusted by the National Geodetic Survey in June 1991..
 CP2175
 CP2175.The geoid height was determined by GEOID03.
 CP2175
 CP2175.The dynamic height is computed by dividing the NAVD 88
 CP2175.geopotential number by the normal gravity value computed on the
 CP2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2175.degrees latitude (g = 980.6199 gals.).
 CP2175
 CP2175.The modeled gravity was interpolated from observed gravity values.
 CP2175
 CP2175;                    North         East    Units  Estimated Accuracy
 CP2175;SPC LA N     -   253,630.    1,089,520.      MT  (+/- 180 meters Scaled)
 CP2175
 CP2175                          SUPERSEDED SURVEY CONTROL
 CP2175
 CP2175  NGVD 29 (??/??/92)   28.860  (m)           94.68   (f) ADJ UNCH    2 0
 CP2175
 CP2175.Superseded values are not recommended for survey control.
 CP2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2175.See file dsdata.txt to determine how the superseded data were derived.
 CP2175
 CP2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS363282(NAD 83)
 CP2175_MARKER: DB = BENCH MARK DISK
 CP2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2175_STAMPING: E-24 1935
 CP2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2175+STABILITY: SURFACE MOTION
 CP2175
 CP2175  HISTORY     - Date     Condition        Report By
 CP2175  HISTORY     - 1935     MONUMENTED       CGS
 CP2175  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2175
 CP2175                          STATION DESCRIPTION
 CP2175
 CP2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2175'11.0 MI W FROM OAK GROVE.
 CP2175'11 MILES WEST OF, ALONG ST. HWY. 11, FROM HIGH SCHOOL ABOUT 144 FEET
 CP2175'SOUTHWEST OF CENTERLINE OF LUMBER COMPANY RAILROAD CROSSING. 76 FEET
 CP2175'SOUTH OF CENTERLINE OF ST. HWY. 11.  61.6 FEET SOUTH OF STOP SIGN.
 CP2175'15.6 FEET SOUTH OF EDGE OF HIGHWAY BARROW PIT. 10.6 FEET WEST OF
 CP2175'CYPRESS TREE 2.8 FT. IN DIAMETER AT BASE. TABLET SET IN PRECAST
 CP2175'CONCRETE POST.
 CP2175
 CP2175                          STATION RECOVERY (1982)
 CP2175
 CP2175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0143 ***********************************************************************
 AV0143  DESIGNATION -  E 240
 AV0143  PID         -  AV0143
 AV0143  STATE/COUNTY-  LA/VERMILION
 AV0143  USGS QUAD   -  CHENIERE AU TIGRE (1979)
 AV0143
 AV0143                         *CURRENT SURVEY CONTROL
 AV0143  ___________________________________________________________________
 AV0143* NAD 83(1986)-  29 35 08.     (N)    092 08 02.     (W)     SCALED    
 AV0143* NAVD 88     -         1.00   (+/-2cm)       3.3    (feet)  VERTCON   
 AV0143  ___________________________________________________________________
 AV0143  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AV0143
 AV0143  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0143
 AV0143.The horizontal coordinates were scaled from a topographic map and have
 AV0143.an estimated accuracy of +/- 6 seconds.
 AV0143
 AV0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0143.The vertical order pertains to the NGVD 29 superseded value.
 AV0143
 AV0143.The geoid height was determined by GEOID03.
 AV0143
 AV0143;                    North         East    Units  Estimated Accuracy
 AV0143;SPC LA S     -   120,600.      922,440.      MT  (+/- 180 meters Scaled)
 AV0143
 AV0143                          SUPERSEDED SURVEY CONTROL
 AV0143
 AV0143  NGVD 29 (??/??/??)    1.012  (m)            3.32   (f) ADJUSTED    1 2
 AV0143
 AV0143.Superseded values are not recommended for survey control.
 AV0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0143.See file dsdata.txt to determine how the superseded data were derived.
 AV0143
 AV0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN838731(NAD 83)
 AV0143_MARKER: DB = BENCH MARK DISK
 AV0143_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0143_SP_SET: 64 FEET
 AV0143_STAMPING: E 240 1965
 AV0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0143
 AV0143  HISTORY     - Date     Condition        Report By
 AV0143  HISTORY     - 1965     MONUMENTED       CGS
 AV0143  HISTORY     - 1966     GOOD             CGS
 AV0143
 AV0143                          STATION DESCRIPTION
 AV0143
 AV0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0143'4.7 MI E FROM CHENIERE AU TIGRE.
 AV0143'ABOUT 4.7 MILES EAST ALONG THE SHORELINE FROM THE CEMETERY AT CHENIERE
 AV0143'AU TIGRE, IN SECTION 10, T 17 S, R 3 E, 100 FEET NORTH OF THE
 AV0143'HIGH-WATER LINE, 30 FEET NORTH OF THE SOUTH EDGE OF THE MARSH, 2.5
 AV0143'FEET NORTH OF A WOODEN WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH
 AV0143'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED
 AV0143'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0496 ***********************************************************************
 CQ0496  DESIGNATION -  E 241
 CQ0496  PID         -  CQ0496
 CQ0496  STATE/COUNTY-  LA/CALDWELL
 CQ0496  USGS QUAD   -  RIVERTON (1989)
 CQ0496
 CQ0496                         *CURRENT SURVEY CONTROL
 CQ0496  ___________________________________________________________________
 CQ0496* NAD 83(1986)-  32 07 34.     (N)    092 03 40.     (W)     SCALED    
 CQ0496* NAVD 88     -        18.95   (+/-2cm)      62.2    (feet)  VERTCON   
 CQ0496  ___________________________________________________________________
 CQ0496  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0496
 CQ0496  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0496
 CQ0496.This mark is at Columbia Airport (F86)
 CQ0496
 CQ0496.The horizontal coordinates were scaled from a topographic map and have
 CQ0496.an estimated accuracy of +/- 6 seconds.
 CQ0496
 CQ0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0496.The vertical order pertains to the NGVD 29 superseded value.
 CQ0496
 CQ0496.The geoid height was determined by GEOID03.
 CQ0496
 CQ0496;                    North         East    Units  Estimated Accuracy
 CQ0496;SPC LA N     -   180,380.    1,041,410.      MT  (+/- 180 meters Scaled)
 CQ0496
 CQ0496                          SUPERSEDED SURVEY CONTROL
 CQ0496
 CQ0496  NGVD 29 (??/??/??)   18.980  (m)           62.27   (f) ADJUSTED    1 2
 CQ0496
 CQ0496.Superseded values are not recommended for survey control.
 CQ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0496.See file dsdata.txt to determine how the superseded data were derived.
 CQ0496
 CQ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR885548(NAD 83)
 CQ0496_MARKER: DB = BENCH MARK DISK
 CQ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0496_STAMPING: E 241 1966
 CQ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0496+STABILITY: SURFACE MOTION
 CQ0496
 CQ0496  HISTORY     - Date     Condition        Report By
 CQ0496  HISTORY     - 1966     MONUMENTED       CGS
 CQ0496  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0496
 CQ0496                          STATION DESCRIPTION
 CQ0496
 CQ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0496'2.05 MI NE FROM COLUMBIA.
 CQ0496'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0496'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.65 MILE EAST
 CQ0496'ALONG AN ACCESS ROAD TO THE COLUMBIA AIRPORT, 320 FEET WEST OF THE
 CQ0496'CENTER LINE OF A NORTH-SOUTH RUNWAY, 53 FEET SOUTH OF THE CENTER LINE
 CQ0496'OF THE ROAD, 31 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 CQ0496'OFFICE, 18 FEET EAST OF A POWER POLE BEARING A BEACON LIGHT AND A
 CQ0496'LIGHT METER, 1 FOOT NORTHWEST OF THE ANCHOR FOR A GUY WIRE, 1.2 FEET
 CQ0496'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CQ0496'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CQ0496
 CQ0496                          STATION RECOVERY (1985)
 CQ0496
 CQ0496'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0490 ***********************************************************************
 CQ0490  DESIGNATION -  E 242
 CQ0490  PID         -  CQ0490
 CQ0490  STATE/COUNTY-  LA/OUACHITA
 CQ0490  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0490
 CQ0490                         *CURRENT SURVEY CONTROL
 CQ0490  ___________________________________________________________________
 CQ0490* NAD 83(1986)-  32 29 34.     (N)    092 06 42.     (W)     SCALED    
 CQ0490* NAVD 88     -        25.081  (meters)      82.29   (feet)  ADJUSTED  
 CQ0490  ___________________________________________________________________
 CQ0490  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0490  DYNAMIC HT  -          25.053 (meters)      82.19  (feet)  COMP
 CQ0490  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CQ0490
 CQ0490  VERT ORDER  -  FIRST     CLASS II
 CQ0490
 CQ0490.The horizontal coordinates were scaled from a topographic map and have
 CQ0490.an estimated accuracy of +/- 6 seconds.
 CQ0490
 CQ0490.The orthometric height was determined by differential leveling
 CQ0490.and adjusted by the National Geodetic Survey in June 1991..
 CQ0490
 CQ0490.The geoid height was determined by GEOID03.
 CQ0490
 CQ0490.The dynamic height is computed by dividing the NAVD 88
 CQ0490.geopotential number by the normal gravity value computed on the
 CQ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0490.degrees latitude (g = 980.6199 gals.).
 CQ0490
 CQ0490.The modeled gravity was interpolated from observed gravity values.
 CQ0490
 CQ0490;                    North         East    Units  Estimated Accuracy
 CQ0490;SPC LA N     -   221,020.    1,036,500.      MT  (+/- 180 meters Scaled)
 CQ0490
 CQ0490                          SUPERSEDED SURVEY CONTROL
 CQ0490
 CQ0490  NGVD 29 (??/??/??)   25.154  (m)           82.53   (f) ADJUSTED    1 2
 CQ0490
 CQ0490.Superseded values are not recommended for survey control.
 CQ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0490.See file dsdata.txt to determine how the superseded data were derived.
 CQ0490
 CQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR834954(NAD 83)
 CQ0490_MARKER: DB = BENCH MARK DISK
 CQ0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0490_SP_SET: FLOOD WALL
 CQ0490_STAMPING: E 242 1966
 CQ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0490
 CQ0490  HISTORY     - Date     Condition        Report By
 CQ0490  HISTORY     - 1966     MONUMENTED       CGS
 CQ0490  HISTORY     - 1968     GOOD             CGS
 CQ0490  HISTORY     - 1990     GOOD             USPSQD
 CQ0490  HISTORY     - 1991     GOOD             USPSQD
 CQ0490  HISTORY     - 20030301 GOOD             USPSQD
 CQ0490
 CQ0490                          STATION DESCRIPTION
 CQ0490
 CQ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0490'1.3 MI SW FROM MONROE.
 CQ0490'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0490'STATION AT MONROE, THENCE 0.7 MILE SOUTH ALONG SOUTH GRAND STREET, IN
 CQ0490'SECTION 1, T 17 N, R 3 E, AT THE JUNCTION OF TEXAS AVENUE, SET
 CQ0490'VERTICALLY IN THE EAST FACE OF A CONCRETE FLOOD WALL, 18 FEET WEST OF
 CQ0490'THE CENTER LINE OF THE STREET, 17 FEET SOUTH OF THE EXTENDED CENTER
 CQ0490'LINE OF THE AVENUE, 16 1/2 FEET SOUTH OF A STREET LIGHT POLE, AND
 CQ0490'ABOUT 3 FEET ABOVE THE STREET.
 CQ0490
 CQ0490                          STATION RECOVERY (1968)
 CQ0490
 CQ0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CQ0490'RECOVERED IN GOOD CONDITION.
 CQ0490
 CQ0490                          STATION RECOVERY (1990)
 CQ0490
 CQ0490'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0490'RECOVERED IN GOOD CONDITION.
 CQ0490
 CQ0490                          STATION RECOVERY (1991)
 CQ0490
 CQ0490'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0490'RECOVERED IN GOOD CONDITION.
 CQ0490
 CQ0490                          STATION RECOVERY (2003)
 CQ0490
 CQ0490'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEC)
 CQ0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0517 ***********************************************************************
 CQ0517  DESIGNATION -  E 243
 CQ0517  PID         -  CQ0517
 CQ0517  STATE/COUNTY-  LA/CALDWELL
 CQ0517  USGS QUAD   -  COLUMBIA (1989)
 CQ0517
 CQ0517                         *CURRENT SURVEY CONTROL
 CQ0517  ___________________________________________________________________
 CQ0517* NAD 83(1986)-  32 04 56.     (N)    092 00 13.     (W)     SCALED    
 CQ0517* NAVD 88     -        18.03   (+/-2cm)      59.2    (feet)  VERTCON   
 CQ0517  ___________________________________________________________________
 CQ0517  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0517
 CQ0517  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0517
 CQ0517.The horizontal coordinates were scaled from a topographic map and have
 CQ0517.an estimated accuracy of +/- 6 seconds.
 CQ0517
 CQ0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0517.The vertical order pertains to the NGVD 29 superseded value.
 CQ0517
 CQ0517.The geoid height was determined by GEOID03.
 CQ0517
 CQ0517;                    North         East    Units  Estimated Accuracy
 CQ0517;SPC LA N     -   175,540.    1,046,860.      MT  (+/- 180 meters Scaled)
 CQ0517
 CQ0517                          SUPERSEDED SURVEY CONTROL
 CQ0517
 CQ0517  NGVD 29 (??/??/??)   18.053  (m)           59.23   (f) ADJUSTED    1 2
 CQ0517
 CQ0517.Superseded values are not recommended for survey control.
 CQ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0517.See file dsdata.txt to determine how the superseded data were derived.
 CQ0517
 CQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR940499(NAD 83)
 CQ0517_MARKER: DB = BENCH MARK DISK
 CQ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0517_STAMPING: E 243 1966
 CQ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0517+STABILITY: SURFACE MOTION
 CQ0517
 CQ0517  HISTORY     - Date     Condition        Report By
 CQ0517  HISTORY     - 1966     MONUMENTED       CGS
 CQ0517
 CQ0517                          STATION DESCRIPTION
 CQ0517
 CQ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0517'6.3 MI SE FROM COLUMBIA.
 CQ0517'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0517'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 5.7 MILES
 CQ0517'SOUTHEAST ALONG STATE HIGHWAY 4, IN SECTION 30, T 13 N, R 5 E, ABOUT
 CQ0517'1.0 MILE EAST OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 559,
 CQ0517'ABOUT 0.1 MILE WEST OF THE WEST END OF A SLIGHT CURVE, 41 FEET NORTH
 CQ0517'OF THE CENTER LINE OF THE HIGHWAY, 214 FEET EAST OF A POWER POLE AND A
 CQ0517'POINT WHERE A POWER LINE CROSSES THE HIGHWAY, 1 FOOT SOUTH OF A FENCE,
 CQ0517'1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 CQ0517'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CQ0517'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1926 ***********************************************************************
 CP1926  DESIGNATION -  E 244
 CP1926  PID         -  CP1926
 CP1926  STATE/COUNTY-  LA/FRANKLIN
 CP1926  USGS QUAD   -  WINNSBORO (1983)
 CP1926
 CP1926                         *CURRENT SURVEY CONTROL
 CP1926  ___________________________________________________________________
 CP1926* NAD 83(1986)-  32 10 25.     (N)    091 41 04.     (W)     SCALED    
 CP1926* NAVD 88     -        23.86   (+/-2cm)      78.3    (feet)  VERTCON   
 CP1926  ___________________________________________________________________
 CP1926  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1926
 CP1926  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1926
 CP1926.The horizontal coordinates were scaled from a topographic map and have
 CP1926.an estimated accuracy of +/- 6 seconds.
 CP1926
 CP1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1926.The vertical order pertains to the NGVD 29 superseded value.
 CP1926
 CP1926.The geoid height was determined by GEOID03.
 CP1926
 CP1926;                    North         East    Units  Estimated Accuracy
 CP1926;SPC LA N     -   185,850.    1,076,910.      MT  (+/- 180 meters Scaled)
 CP1926
 CP1926                          SUPERSEDED SURVEY CONTROL
 CP1926
 CP1926  NGVD 29 (??/??/92)   23.883  (m)           78.36   (f) ADJ UNCH    1 2
 CP1926
 CP1926.Superseded values are not recommended for survey control.
 CP1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1926.See file dsdata.txt to determine how the superseded data were derived.
 CP1926
 CP1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR240604(NAD 83)
 CP1926_MARKER: DB = BENCH MARK DISK
 CP1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1926_STAMPING: E 244 1966
 CP1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1926+STABILITY: SURFACE MOTION
 CP1926
 CP1926  HISTORY     - Date     Condition        Report By
 CP1926  HISTORY     - 1966     MONUMENTED       CGS
 CP1926  HISTORY     - 1970     GOOD             NGS
 CP1926  HISTORY     - 1975     POOR
 CP1926
 CP1926                          STATION DESCRIPTION
 CP1926
 CP1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CP1926'2.0 MI NE FROM WINNSBORO.
 CP1926'ABOUT 0.4 MILES EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1926'WINNSBORO, THENCE 0.6 MILE EAST ALONG STATE HIGHWAY 4, THENCE 1.0 MILE
 CP1926'NORTHEAST ALONG STATE HIGHWAY 17, AT THE FRANKLIN PARISH MAINTENANCE
 CP1926'BARN IN SEC. 30, T 14 N, R 8 E., 72 FEET SOUTHEAST OF THE CENTER OF
 CP1926'STATE HIGHWAY 17, 75 FEET EAST OF A POWER POLE WITH TWO TRANSFORMERS,
 CP1926'38 FEET NORTHWEST OF THE NORTH CORNER OF A TIN BUILDING, 1 FOOT
 CP1926'SOUTHWEST OF A FENCE AND 1.5 FEET WEST OF A METAL WITNESS POST. IT IS
 CP1926'A BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CP1926'INCHES.
 CP1926
 CP1926                          STATION RECOVERY (1975)
 CP1926
 CP1926'RECOVERED 1975
 CP1926'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1749 ***********************************************************************
 CP1749  DESIGNATION -  E 245
 CP1749  PID         -  CP1749
 CP1749  STATE/COUNTY-  LA/RICHLAND
 CP1749  USGS QUAD   -  BEE BAYOU (1987)
 CP1749
 CP1749                         *CURRENT SURVEY CONTROL
 CP1749  ___________________________________________________________________
 CP1749* NAD 83(1986)-  32 28 26.     (N)    091 42 36.     (W)     SCALED    
 CP1749* NAVD 88     -        23.359  (meters)      76.64   (feet)  ADJUSTED  
 CP1749  ___________________________________________________________________
 CP1749  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1749  DYNAMIC HT  -          23.333 (meters)      76.55  (feet)  COMP
 CP1749  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 CP1749
 CP1749  VERT ORDER  -  FIRST     CLASS I
 CP1749
 CP1749.The horizontal coordinates were scaled from a topographic map and have
 CP1749.an estimated accuracy of +/- 6 seconds.
 CP1749
 CP1749.The orthometric height was determined by differential leveling
 CP1749.and adjusted by the National Geodetic Survey in June 1991..
 CP1749
 CP1749.The geoid height was determined by GEOID03.
 CP1749
 CP1749.The dynamic height is computed by dividing the NAVD 88
 CP1749.geopotential number by the normal gravity value computed on the
 CP1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1749.degrees latitude (g = 980.6199 gals.).
 CP1749
 CP1749.The modeled gravity was interpolated from observed gravity values.
 CP1749
 CP1749;                    North         East    Units  Estimated Accuracy
 CP1749;SPC LA N     -   219,130.    1,074,260.      MT  (+/- 180 meters Scaled)
 CP1749
 CP1749                          SUPERSEDED SURVEY CONTROL
 CP1749
 CP1749  NGVD 29 (??/??/??)   23.387  (m)           76.73   (f) ADJUSTED    1 1
 CP1749
 CP1749.Superseded values are not recommended for survey control.
 CP1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1749.See file dsdata.txt to determine how the superseded data were derived.
 CP1749
 CP1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR212936(NAD 83)
 CP1749_MARKER: DB = BENCH MARK DISK
 CP1749_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1749_SP_SET: 83 FT.
 CP1749_STAMPING: E 245 1966
 CP1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1749
 CP1749  HISTORY     - Date     Condition        Report By
 CP1749  HISTORY     - 1966     MONUMENTED       CGS
 CP1749  HISTORY     - 1968     GOOD             NGS
 CP1749
 CP1749                          STATION DESCRIPTION
 CP1749
 CP1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1749'2.85 MI E FROM RAYVILLE.
 CP1749'2.85 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1749'COURTHOUSE AT RAYVILLE, IN SECTION 12, T 17 N, R 7 E, 47 FEET
 CP1749'NORTHWEST OF MILEPOST 48, 44 FEET NORTH OF THE NORTH RAIL, 55 FEET
 CP1749'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 4 FEET EAST OF A
 CP1749'TELEGRAPH POLE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 CP1749'BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 CP1749'COATED ROD THAT IS DRIVEN TO A DEPTH OF 83 FEET AND IS ENCASED IN A
 CP1749'5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 CP1749
 CP1749                          STATION RECOVERY (1968)
 CP1749
 CP1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2411 ***********************************************************************
 CP2411  DESIGNATION -  E 246
 CP2411  PID         -  CP2411
 CP2411  STATE/COUNTY-  LA/RICHLAND
 CP2411  USGS QUAD   -  CREW LAKE (1982)
 CP2411
 CP2411                         *CURRENT SURVEY CONTROL
 CP2411  ___________________________________________________________________
 CP2411* NAD 83(1986)-  32 23 53.     (N)    091 59 39.     (W)     SCALED    
 CP2411* NAVD 88     -        20.227  (meters)      66.36   (feet)  ADJUSTED  
 CP2411  ___________________________________________________________________
 CP2411  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP2411  DYNAMIC HT  -          20.205 (meters)      66.29  (feet)  COMP
 CP2411  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CP2411
 CP2411  VERT ORDER  -  SECOND    CLASS I
 CP2411
 CP2411.The horizontal coordinates were scaled from a topographic map and have
 CP2411.an estimated accuracy of +/- 6 seconds.
 CP2411
 CP2411.The orthometric height was determined by differential leveling
 CP2411.and adjusted by the National Geodetic Survey in May 1997..
 CP2411
 CP2411.The geoid height was determined by GEOID03.
 CP2411
 CP2411.The dynamic height is computed by dividing the NAVD 88
 CP2411.geopotential number by the normal gravity value computed on the
 CP2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2411.degrees latitude (g = 980.6199 gals.).
 CP2411
 CP2411.The modeled gravity was interpolated from observed gravity values.
 CP2411
 CP2411;                    North         East    Units  Estimated Accuracy
 CP2411;SPC LA N     -   210,560.    1,047,590.      MT  (+/- 180 meters Scaled)
 CP2411
 CP2411                          SUPERSEDED SURVEY CONTROL
 CP2411
 CP2411.No superseded survey control is available for this station.
 CP2411
 CP2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR945850(NAD 83)
 CP2411_MARKER: DB = BENCH MARK DISK
 CP2411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP2411_SP_SET: CONCRETE ABUTMENT
 CP2411_STAMPING: E 246 1966
 CP2411_MARK LOGO: CGS   
 CP2411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2411
 CP2411  HISTORY     - Date     Condition        Report By
 CP2411  HISTORY     - 1966     MONUMENTED       CGS
 CP2411  HISTORY     - 1983     GOOD             LADTD
 CP2411  HISTORY     - 1991     GOOD             USPSQD
 CP2411
 CP2411                          STATION DESCRIPTION
 CP2411
 CP2411'DESCRIBED BY LA TRANSP AND DEV 1983
 CP2411'13.9 KM (8.65 MI) NW FROM ALTO.
 CP2411'ABOUT 13.9 KM (8.65 MILES) NORTHWEST ALONG STATE HIGHWAY 15 FROM THE
 CP2411'POST OFFICE IN ALTO, IN SECTION 6, T 16 N, R 5 E, AT THE
 CP2411'OUACHITA-RICHLAND PARISH LINE, SET IN THE TOP OF THE NORTHEAST END OF
 CP2411'THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE OVER BAYOU LAFOURCHE,
 CP2411'5.5 METERS (18 FEET) NORTHEAST OF THE CENTER OF THE HIGHWAY.
 CP2411'THE MARK IS 0.76 METERS  ENE FROM  BRIDGE ABUTMENT
 CP2411'THE MARK IS ABOVE LEVEL WITH HIGHWAY 15.
 CP2411
 CP2411                          STATION RECOVERY (1991)
 CP2411
 CP2411'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1912 ***********************************************************************
 CP1912  DESIGNATION -  E 247
 CP1912  PID         -  CP1912
 CP1912  STATE/COUNTY-  LA/FRANKLIN
 CP1912  USGS QUAD   -  CROWVILLE (1983)
 CP1912
 CP1912                         *CURRENT SURVEY CONTROL
 CP1912  ___________________________________________________________________
 CP1912* NAD 83(1986)-  32 08 18.     (N)    091 37 08.     (W)     SCALED    
 CP1912* NAVD 88     -        26.92   (+/-2cm)      88.3    (feet)  VERTCON   
 CP1912  ___________________________________________________________________
 CP1912  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP1912
 CP1912  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1912
 CP1912.The horizontal coordinates were scaled from a topographic map and have
 CP1912.an estimated accuracy of +/- 6 seconds.
 CP1912
 CP1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1912.The vertical order pertains to the NGVD 29 superseded value.
 CP1912
 CP1912.The geoid height was determined by GEOID03.
 CP1912
 CP1912;                    North         East    Units  Estimated Accuracy
 CP1912;SPC LA N     -   181,990.    1,083,130.      MT  (+/- 180 meters Scaled)
 CP1912
 CP1912                          SUPERSEDED SURVEY CONTROL
 CP1912
 CP1912  NGVD 29 (??/??/92)   26.934  (m)           88.37   (f) ADJ UNCH    1 2
 CP1912
 CP1912.Superseded values are not recommended for survey control.
 CP1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1912.See file dsdata.txt to determine how the superseded data were derived.
 CP1912
 CP1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR302566(NAD 83)
 CP1912_MARKER: DB = BENCH MARK DISK
 CP1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1912_STAMPING: E 247 1966
 CP1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1912+STABILITY: SURFACE MOTION
 CP1912
 CP1912  HISTORY     - Date     Condition        Report By
 CP1912  HISTORY     - 1966     MONUMENTED       CGS
 CP1912
 CP1912                          STATION DESCRIPTION
 CP1912
 CP1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1912'6.05 MI E FROM WINNSBORO.
 CP1912'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1912'WINNSBORO, THENCE 5.65 MILES EAST ALONG STATE HIGHWAY 4, IN SECTION 2,
 CP1912'T 13 N, R 8 E, ABOUT 0.7 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND
 CP1912'STATE ROAD 578, 44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 82
 CP1912'FEET WEST OF THE CENTER OF A PRIVATE DRIVEWAY, 49 FEET SOUTHWEST OF
 CP1912'THE SOUTHWEST CORNER OF AN OLD HOUSE, 1 FOOT SOUTH OF A FENCE, 1.2
 CP1912'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CP1912'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1460 ***********************************************************************
 BW1460  DESIGNATION -  E 248
 BW1460  PID         -  BW1460
 BW1460  STATE/COUNTY-  LA/CATAHOULA
 BW1460  USGS QUAD   -  FOULES (1983)
 BW1460
 BW1460                         *CURRENT SURVEY CONTROL
 BW1460  ___________________________________________________________________
 BW1460* NAD 83(1986)-  31 45 36.     (N)    091 33 27.     (W)     SCALED    
 BW1460* NAVD 88     -        19.35   (+/-2cm)      63.5    (feet)  VERTCON   
 BW1460  ___________________________________________________________________
 BW1460  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW1460
 BW1460  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1460
 BW1460.The horizontal coordinates were scaled from a topographic map and have
 BW1460.an estimated accuracy of +/- 6 seconds.
 BW1460
 BW1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1460.The vertical order pertains to the NGVD 29 superseded value.
 BW1460
 BW1460.The geoid height was determined by GEOID03.
 BW1460
 BW1460;                    North         East    Units  Estimated Accuracy
 BW1460;SPC LA N     -   140,090.    1,089,280.      MT  (+/- 180 meters Scaled)
 BW1460
 BW1460                          SUPERSEDED SURVEY CONTROL
 BW1460
 BW1460  NGVD 29 (??/??/92)   19.356  (m)           63.50   (f) ADJ UNCH    1 2
 BW1460
 BW1460.Superseded values are not recommended for survey control.
 BW1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1460.See file dsdata.txt to determine how the superseded data were derived.
 BW1460
 BW1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR366147(NAD 83)
 BW1460_MARKER: DB = BENCH MARK DISK
 BW1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1460_STAMPING: E 248 1966
 BW1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1460+STABILITY: SURFACE MOTION
 BW1460
 BW1460  HISTORY     - Date     Condition        Report By
 BW1460  HISTORY     - 1966     MONUMENTED       CGS
 BW1460
 BW1460                          STATION DESCRIPTION
 BW1460
 BW1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1460'3.1 MI NW FROM CLAYTON.
 BW1460'ABOUT 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE PUBLIC
 BW1460'ELEMENTARY SCHOOL AT CLAYTON, IN SECTION 16, T 9 N, R 9 E, 43 FEET
 BW1460'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTHEAST OF THE
 BW1460'NORTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 3 1/2 FEET SOUTHEAST
 BW1460'OF A TELEGRAPH POLE, 1.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 BW1460'LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 BW1460'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1085 ***********************************************************************
 CP1085  DESIGNATION -  E 25
 CP1085  PID         -  CP1085
 CP1085  STATE/COUNTY-  LA/WEST CARROLL
 CP1085  USGS QUAD   -  KILBOURNE (1988)
 CP1085
 CP1085                         *CURRENT SURVEY CONTROL
 CP1085  ___________________________________________________________________
 CP1085* NAD 83(1986)-  32 57 17.     (N)    091 20 03.     (W)     SCALED    
 CP1085* NAVD 88     -        35.583  (meters)     116.74   (feet)  ADJUSTED  
 CP1085  ___________________________________________________________________
 CP1085  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1085  DYNAMIC HT  -          35.544 (meters)     116.61  (feet)  COMP
 CP1085  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 CP1085
 CP1085  VERT ORDER  -  SECOND    CLASS 0
 CP1085
 CP1085.The horizontal coordinates were scaled from a topographic map and have
 CP1085.an estimated accuracy of +/- 6 seconds.
 CP1085
 CP1085.The orthometric height was determined by differential leveling
 CP1085.and adjusted by the National Geodetic Survey in June 1991..
 CP1085
 CP1085.The geoid height was determined by GEOID03.
 CP1085
 CP1085.The dynamic height is computed by dividing the NAVD 88
 CP1085.geopotential number by the normal gravity value computed on the
 CP1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1085.degrees latitude (g = 980.6199 gals.).
 CP1085
 CP1085.The modeled gravity was interpolated from observed gravity values.
 CP1085
 CP1085;                    North         East    Units  Estimated Accuracy
 CP1085;SPC LA N     -   272,770.    1,109,010.      MT  (+/- 180 meters Scaled)
 CP1085
 CP1085                          SUPERSEDED SURVEY CONTROL
 CP1085
 CP1085  NGVD 29 (??/??/92)   35.662  (m)          117.00   (f) ADJ UNCH    2 0
 CP1085
 CP1085.Superseded values are not recommended for survey control.
 CP1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1085.See file dsdata.txt to determine how the superseded data were derived.
 CP1085
 CP1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS557474(NAD 83)
 CP1085_MARKER: DB = BENCH MARK DISK
 CP1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1085_STAMPING: E-25 1935
 CP1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1085+STABILITY: SURFACE MOTION
 CP1085
 CP1085  HISTORY     - Date     Condition        Report By
 CP1085  HISTORY     - 1935     MONUMENTED       CGS
 CP1085  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1085
 CP1085                          STATION DESCRIPTION
 CP1085
 CP1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1085'2.0 MI N FROM TERRY.
 CP1085'2 MILES NORTH OF, ALONG M.P. RY., FROM H.G. WACTORS STORE ABOUT .5
 CP1085'MILE SOUTH OF CHICKASAW SPUR.  ABOUT .1 MILE SOUTH OF RED HOUSE WITH
 CP1085'TIN ROOF AT WEST EDGE OF RAILROAD.  250 FEET SOUTHEAST OF FARM HOUSE
 CP1085'WITH TIN ROOF AND BRICK CHIMNEY AT SOUTH END.  117 FEET NORTHEAST OF
 CP1085'M.P. 458-10.  43.8 FEET EAST OF CENTERLINE OF MISSOURI PACIFIC R.R.
 CP1085'TRACK.  32 FEET WEST OF CENTERLINE OF ST. HWY. 16.  7.9 FEET WEST OF
 CP1085'TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 CP1085
 CP1085                          STATION RECOVERY (1982)
 CP1085
 CP1085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0058 ***********************************************************************
 BW0058  DESIGNATION -  E 250
 BW0058  PID         -  BW0058
 BW0058  STATE/COUNTY-  LA/AVOYELLES
 BW0058  USGS QUAD   -  MOREAUVILLE (1996)
 BW0058
 BW0058                         *CURRENT SURVEY CONTROL
 BW0058  ___________________________________________________________________
 BW0058* NAD 83(1986)-  31 00 08.     (N)    091 54 02.     (W)     SCALED    
 BW0058* NAVD 88     -        15.063  (meters)      49.42   (feet)  ADJUSTED  
 BW0058  ___________________________________________________________________
 BW0058  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW0058  DYNAMIC HT  -          15.044 (meters)      49.36  (feet)  COMP
 BW0058  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 BW0058
 BW0058  VERT ORDER  -  FIRST     CLASS I
 BW0058
 BW0058.The horizontal coordinates were scaled from a topographic map and have
 BW0058.an estimated accuracy of +/- 6 seconds.
 BW0058
 BW0058.The orthometric height was determined by differential leveling
 BW0058.and adjusted by the National Geodetic Survey in February 1994..
 BW0058
 BW0058.The geoid height was determined by GEOID03.
 BW0058
 BW0058.The dynamic height is computed by dividing the NAVD 88
 BW0058.geopotential number by the normal gravity value computed on the
 BW0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0058.degrees latitude (g = 980.6199 gals.).
 BW0058
 BW0058.The modeled gravity was interpolated from observed gravity values.
 BW0058
 BW0058;                    North         East    Units  Estimated Accuracy
 BW0058;SPC LA N     -    55,840.    1,057,250.      MT  (+/- 180 meters Scaled)
 BW0058
 BW0058                          SUPERSEDED SURVEY CONTROL
 BW0058
 BW0058  NAVD 88 (06/15/91)   15.088  (m)           49.50   (f) UNKNOWN     1 1
 BW0058  NGVD 29 (??/??/??)   15.044  (m)           49.36   (f) ADJUSTED    1 1
 BW0058
 BW0058.Superseded values are not recommended for survey control.
 BW0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0058.See file dsdata.txt to determine how the superseded data were derived.
 BW0058
 BW0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ049303(NAD 83)
 BW0058_MARKER: DB = BENCH MARK DISK
 BW0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0058_STAMPING: E 250 1966
 BW0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0058+STABILITY: SURFACE MOTION
 BW0058
 BW0058  HISTORY     - Date     Condition        Report By
 BW0058  HISTORY     - 1966     MONUMENTED       CGS
 BW0058  HISTORY     - 1977     GOOD             NGS
 BW0058
 BW0058                          STATION DESCRIPTION
 BW0058
 BW0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0058'5.5 M I W FROM SIMMESPORT.
 BW0058'ABOUT 5.5 MILES WEST ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING
 BW0058'CATHOLIC CHURCH AT SIMMESPORT, OR ABOUT 5.25 MILES EAST ALONG STATE
 BW0058'HIGHWAY 1 FROM THE KANSAS CITY AND SOUTHERN RAILROAD STATION AT
 BW0058'MOREAUVILLE, IN SECTION 6, T 1 S, R 6 E, 35 FEET NORTH OF THE CENTER
 BW0058'OF THE CROSSING OF A GRAVELED ROAD, 155 FEET NORTHEAST OF AND ACROSS
 BW0058'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTHEAST OF
 BW0058'THE NORTHEAST RAIL, 47 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED
 BW0058'ROAD WHICH WAS FORMERLY THE HIGHWAY, 40 FEET NORTHWEST OF AND ACROSS
 BW0058'THE GRAVELED ROAD FROM A 26-INCH PECAN TREE, 26 FEET SOUTHWEST OF A
 BW0058'26-INCH SYCAMORE TREE, 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 BW0058'GRAVELED ROAD, 1.9 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3
 BW0058'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 BW0058'POST PROJECTING 9 INCHES.
 BW0058
 BW0058                          STATION RECOVERY (1977)
 BW0058
 BW0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0058'5.7 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BW0058'HIGHWAY 105 AT SIMMESPORT OR ABOUT 5.5 MILES EAST ALONG
 BW0058'STATE HIGHWAY 1 FROM THE JUNCTION OF STATE HIGHWAYS 451 AND 1
 BW0058'AT MOREAUVILLE, 35 FEET NORTH OF THE CENTER OF THE CROSSING
 BW0058'OF A GRAVEL ROAD, 155 FEET NORTHEAST AND ACROSS THE TRACK FROM
 BW0058'THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTHEAST OF  THE
 BW0058'NORTHEAST RAIL, 47 FEET SOUTHWEST OF THE CENTER LINE OF A
 BW0058'PAVED ROAD WHICH WAS FORMERLY THE HIGHWAY, 40 FEET NORTHWEST
 BW0058'OF AND ACROSS THE GRAVELED ROAD FROM A 26 INCH PECAN TREE,
 BW0058'18 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1512 ***********************************************************************
 BW1512  DESIGNATION -  E 251
 BW1512  PID         -  BW1512
 BW1512  STATE/COUNTY-  LA/CONCORDIA
 BW1512  USGS QUAD   -  FROGMORE (1994)
 BW1512
 BW1512                         *CURRENT SURVEY CONTROL
 BW1512  ___________________________________________________________________
 BW1512* NAD 83(1986)-  31 36 28.     (N)    091 37 40.     (W)     SCALED    
 BW1512* NAVD 88     -        14.61   (+/-2cm)      47.9    (feet)  VERTCON   
 BW1512  ___________________________________________________________________
 BW1512  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1512
 BW1512  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1512
 BW1512.The horizontal coordinates were scaled from a topographic map and have
 BW1512.an estimated accuracy of +/- 6 seconds.
 BW1512
 BW1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1512.The vertical order pertains to the NGVD 29 superseded value.
 BW1512
 BW1512.The geoid height was determined by GEOID03.
 BW1512
 BW1512;                    North         East    Units  Estimated Accuracy
 BW1512;SPC LA N     -   123,160.    1,082,760.      MT  (+/- 180 meters Scaled)
 BW1512
 BW1512                          SUPERSEDED SURVEY CONTROL
 BW1512
 BW1512  NGVD 29 (??/??/92)   14.603  (m)           47.91   (f) ADJ UNCH    1 2
 BW1512
 BW1512.Superseded values are not recommended for survey control.
 BW1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1512.See file dsdata.txt to determine how the superseded data were derived.
 BW1512
 BW1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ301977(NAD 83)
 BW1512_MARKER: DB = BENCH MARK DISK
 BW1512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1512_SP_SET: COPPER-CLAD STEEL ROD
 BW1512_STAMPING: E 251 1966
 BW1512_PROJECTION: PROJECTING 25 CENTIMETERS
 BW1512_MAGNETIC: I = MARKER IS A STEEL ROD
 BW1512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1512+STABILITY: POSITION/ELEVATION WELL
 BW1512_ROD/PIPE-DEPTH: 28.3 meters
 BW1512
 BW1512  HISTORY     - Date     Condition        Report By
 BW1512  HISTORY     - 1966     MONUMENTED       CGS
 BW1512  HISTORY     - 1981     GOOD             LADTD
 BW1512
 BW1512                          STATION DESCRIPTION
 BW1512
 BW1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1512'4.6 MI SW FROM FERRIDAY.
 BW1512'ABOUT 4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE
 BW1512'AT FERRIDAY, IN SECTION 2, T 7 N, R 8 E, AT THE WEST END OF A ROADSIDE
 BW1512'PARK, ABOUT MIDWAY BETWEEN TWO FENCE CORNERS, 155 1/2 FEET NORTH OF
 BW1512'THE CENTER LINE OF THE HIGHWAY, 74 FEET WEST OF THE CENTER LINE OF A
 BW1512'CIRCLE DRIVE THROUGH THE PARK, 74 FEET NORTHEAST OF A POWER POLE, 56
 BW1512'1/2 FEET NORTH OF A FENCE CORNER, 44 1/2 FEET SOUTH OF A FENCE CORNER,
 BW1512'3 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT
 BW1512'LEVEL WITH THE CIRCLE DRIVE, ABOUT 6 FEET BELOW THE LEVEL OF THE
 BW1512'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BW1512'DRIVEN TO A DEPTH OF 93 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 BW1512'WHICH PROJECTS 10 INCHES.
 BW1512
 BW1512                          STATION RECOVERY (1981)
 BW1512
 BW1512'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0937 ***********************************************************************
 BX0937  DESIGNATION -  E 252
 BX0937  PID         -  BX0937
 BX0937  STATE/COUNTY-  LA/RAPIDES
 BX0937  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0937
 BX0937                         *CURRENT SURVEY CONTROL
 BX0937  ___________________________________________________________________
 BX0937* NAD 83(1986)-  31 13 27.     (N)    092 28 02.     (W)     SCALED    
 BX0937* NAVD 88     -        20.830  (meters)      68.34   (feet)  ADJUSTED  
 BX0937  ___________________________________________________________________
 BX0937  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BX0937  DYNAMIC HT  -          20.804 (meters)      68.25  (feet)  COMP
 BX0937  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 BX0937
 BX0937  VERT ORDER  -  FIRST     CLASS I
 BX0937
 BX0937.The horizontal coordinates were scaled from a topographic map and have
 BX0937.an estimated accuracy of +/- 6 seconds.
 BX0937
 BX0937.The orthometric height was determined by differential leveling
 BX0937.and adjusted by the National Geodetic Survey in February 1994..
 BX0937
 BX0937.The geoid height was determined by GEOID03.
 BX0937
 BX0937.The dynamic height is computed by dividing the NAVD 88
 BX0937.geopotential number by the normal gravity value computed on the
 BX0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0937.degrees latitude (g = 980.6199 gals.).
 BX0937
 BX0937.The modeled gravity was interpolated from observed gravity values.
 BX0937
 BX0937;                    North         East    Units  Estimated Accuracy
 BX0937;SPC LA N     -    80,290.    1,003,120.      MT  (+/- 180 meters Scaled)
 BX0937
 BX0937                          SUPERSEDED SURVEY CONTROL
 BX0937
 BX0937  NAVD 88 (06/15/91)   20.828  (m)           68.33   (f) UNKNOWN     1 1
 BX0937  NGVD 29 (??/??/??)   20.815  (m)           68.29   (f) ADJUSTED    1 1
 BX0937
 BX0937.Superseded values are not recommended for survey control.
 BX0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0937.See file dsdata.txt to determine how the superseded data were derived.
 BX0937
 BX0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ507545(NAD 83)
 BX0937_MARKER: DB = BENCH MARK DISK
 BX0937_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0937_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0937_STAMPING: E 252 1966
 BX0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0937
 BX0937  HISTORY     - Date     Condition        Report By
 BX0937  HISTORY     - 1966     MONUMENTED       CGS
 BX0937  HISTORY     - 1970     GOOD             NGS
 BX0937  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0937
 BX0937                          STATION DESCRIPTION
 BX0937
 BX0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0937'5.9 MI N FROM WOODWORTH.
 BX0937'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0937'WOODWORTH, THENCE 5.75 MILES NORTH ALONG THE MISSOURI PACIFIC
 BX0937'RAILROAD, 4 POLES SOUTH OF RAILROAD TRESTLE NUMBER 604.8, 104 FEET
 BX0937'EAST AND ACROSS THE TRACK FROM MILEPOST 605, 75 FEET EAST OF THE EAST
 BX0937'RAIL, 70 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 138 1/2, 19 FEET
 BX0937'SOUTH OF A 16-INCH GUM TREE, 1.5 FEET EAST OF A METAL WITNESS POST,
 BX0937'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND WELDED ON THE TOP OF A
 BX0937'3-INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BX0937'GROUND.
 BX0937
 BX0937                          STATION RECOVERY (1999)
 BX0937
 BX0937'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1200 ***********************************************************************
 BW1200  DESIGNATION -  E 253
 BW1200  PID         -  BW1200
 BW1200  STATE/COUNTY-  LA/CONCORDIA
 BW1200  USGS QUAD   -  DEER PARK (1983)
 BW1200
 BW1200                         *CURRENT SURVEY CONTROL
 BW1200  ___________________________________________________________________
 BW1200* NAD 83(1986)-  31 22 37.     (N)    091 34 43.     (W)     SCALED    
 BW1200* NAVD 88     -        16.55   (+/-2cm)      54.3    (feet)  VERTCON   
 BW1200  ___________________________________________________________________
 BW1200  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BW1200
 BW1200  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1200
 BW1200.The horizontal coordinates were scaled from a topographic map and have
 BW1200.an estimated accuracy of +/- 6 seconds.
 BW1200
 BW1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1200.The vertical order pertains to the NGVD 29 superseded value.
 BW1200
 BW1200.The geoid height was determined by GEOID03.
 BW1200
 BW1200;                    North         East    Units  Estimated Accuracy
 BW1200;SPC LA N     -    97,610.    1,087,640.      MT  (+/- 180 meters Scaled)
 BW1200
 BW1200                          SUPERSEDED SURVEY CONTROL
 BW1200
 BW1200  NGVD 29 (??/??/92)   16.537  (m)           54.26   (f) ADJ UNCH    1 2
 BW1200
 BW1200.Superseded values are not recommended for survey control.
 BW1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1200.See file dsdata.txt to determine how the superseded data were derived.
 BW1200
 BW1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ351722(NAD 83)
 BW1200_MARKER: DB = BENCH MARK DISK
 BW1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1200_STAMPING: E 253 1966
 BW1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1200+STABILITY: SURFACE MOTION
 BW1200
 BW1200  HISTORY     - Date     Condition        Report By
 BW1200  HISTORY     - 1966     MONUMENTED       CGS
 BW1200  HISTORY     - 1978     MARK NOT FOUND   USGS
 BW1200  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1200
 BW1200                          STATION DESCRIPTION
 BW1200
 BW1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1200'18.8 MI SW FROM VIDALIA.
 BW1200'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1200'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1200'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 3.15 MILES
 BW1200'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, IN SECTION 34,
 BW1200'T 5 N, R 9 E, AT A SHARP CURVE IN THE ROAD AND THE LEVEE, 150 FEET
 BW1200'SOUTH OF THE CENTER LINE OF THE TOP OF THE LEVEE, 103 FEET SOUTH OF
 BW1200'THE CENTER LINE OF THE ROAD, 214 1/2 FEET WEST OF A POWER POLE BRACED
 BW1200'BY A GUY WIRE, 25 FEET SOUTH OF THE CENTER LINE OF A GRAVELED RAMP
 BW1200'LEADING TO THE LEVEE, 1 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER
 BW1200'POST IN A SMALL CORRAL, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 BW1200'ABOUT 30 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BW1200'CONCRETE POST PROJECTING 7 INCHES.
 BW1200
 BW1200                          STATION RECOVERY (1978)
 BW1200
 BW1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BW1200'MARK NOT FOUND.
 BW1200
 BW1200                          STATION RECOVERY (1979)
 BW1200
 BW1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1200'THOROUGH SEARCH WAS MADE FOR THIS MARK, CORAL IS NO LONGER AT THIS
 BW1200'LOCATION, NOT RECOVERED,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0007 ***********************************************************************
 BW0007  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BW0007  DESIGNATION -  E 254
 BW0007  PID         -  BW0007
 BW0007  STATE/COUNTY-  LA/CONCORDIA
 BW0007  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0007
 BW0007                         *CURRENT SURVEY CONTROL
 BW0007  ___________________________________________________________________
 BW0007* NAD 83(1992)-  31 09 15.24616(N)    091 38 04.06551(W)     ADJUSTED  
 BW0007* NAVD 88     -        16.48 **(meters)      54.1  **(feet)  GPS OBS(2004.65)
 BW0007  **This station is located in a subsidence area (see below).
 BW0007  ___________________________________________________________________
 BW0007  X           -    -155,824.952 (meters)                     COMP
 BW0007  Y           -  -5,460,932.489 (meters)                     COMP
 BW0007  Z           -   3,280,533.917 (meters)                     COMP
 BW0007  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BW0007  ELLIP HEIGHT-         -10.49  (meters)          (12/29/04) GPS OBS
 BW0007  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW0007  DYNAMIC HT  -          16.46  (meters)      54.0   (feet)  COMP
 BW0007  MODELED GRAV-     979,403.3   (mgal)                       NAVD 88
 BW0007
 BW0007  HORZ ORDER  -  B
 BW0007  VERT ORDER  -  FIRST     CLASS I (See Below)
 BW0007  ELLP ORDER  -  FOURTH    CLASS I
 BW0007
 BW0007.The horizontal coordinates were established by GPS observations
 BW0007.and adjusted by the National Geodetic Survey in December 2004..
 BW0007
 BW0007 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BW0007 ** and geoid heights are valid at the date of observation. These heights
 BW0007 ** must always be validated when used as control.
 BW0007 ** The orthometric height was determined by GPS observations using
 BW0007 ** precise GPS observation and processing techniques and a new
 BW0007 ** realization of GEOID03. It supersedes the leveled height previously
 BW0007 ** determined for this station.
 BW0007 ** The geoid height was determined by a new realization of GEOID03 for the
 BW0007 ** epoch indicated which incorporates improved geoid heights for the
 BW0007 ** Southern Louisiana Subsidence area.
 BW0007 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BW0007.The orthometric height was determined by GPS observations and a
 BW0007.high-resolution geoid model using precise GPS observation and
 BW0007.processing techniques. It supersedes the leveled height previously
 BW0007.determined for this station.
 BW0007.WARNING-GPS observations at this control monument resulted in a GPS
 BW0007.derived orthometric height which differed from the leveled height by
 BW0007.more than one decimeter (0.1 meter).
 BW0007.The vertical order pertains to the first NAVD 88 superseded value.
 BW0007
 BW0007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0007
 BW0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0007
 BW0007.The ellipsoidal height was determined by GPS observations
 BW0007.and is referenced to NAD 83.
 BW0007
 BW0007.The geoid height was determined by GEOID03.
 BW0007
 BW0007.The dynamic height is computed by dividing the NAVD 88
 BW0007.geopotential number by the normal gravity value computed on the
 BW0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0007.degrees latitude (g = 980.6199 gals.).
 BW0007
 BW0007.The modeled gravity was interpolated from observed gravity values.
 BW0007
 BW0007;                    North         East     Units Scale Factor Converg.
 BW0007;SPC LA N     -    72,869.552 1,082,528.520   MT  1.00000284   +0 27 27.4
 BW0007;SPC LA N     -   239,072.86  3,551,595.65   sFT  1.00000284   +0 27 27.4
 BW0007;UTM  15      - 3,447,497.768   630,157.953   MT  0.99980896   +0 42 23.6
 BW0007
 BW0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0007!SPC LA N     -   1.00000165  x   1.00000284  =   1.00000449
 BW0007!UTM  15      -   1.00000165  x   0.99980896  =   0.99981061
 BW0007
 BW0007                          SUPERSEDED SURVEY CONTROL
 BW0007
 BW0007  NAVD 88 (02/14/94)   16.338  (m)           53.60   (f) ADJUSTED    1 1
 BW0007  NAVD 88 (06/15/91)   16.361  (m)           53.68   (f) UNKNOWN     1 1
 BW0007  NGVD 29 (??/??/??)   16.312  (m)           53.52   (f) ADJUSTED    1 1
 BW0007
 BW0007.Superseded values are not recommended for survey control.
 BW0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0007.See file dsdata.txt to determine how the superseded data were derived.
 BW0007
 BW0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3015847498(NAD 83)
 BW0007_MARKER: DB = BENCH MARK DISK
 BW0007_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0007_SP_SET: 160 FT.
 BW0007_STAMPING: E 254 1966
 BW0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0007+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 BW0007
 BW0007  HISTORY     - Date     Condition        Report By
 BW0007  HISTORY     - 1966     MONUMENTED       CGS
 BW0007  HISTORY     - 1976     GOOD             NGS
 BW0007  HISTORY     - 20030409 GOOD             3001
 BW0007
 BW0007                          STATION DESCRIPTION
 BW0007
 BW0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0007'2.65 MI S FROM SHAW.
 BW0007'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE BRICK
 BW0007'SCHOOLHOUSE AT SHAW, IN SECTION 34, T 2 N, R 8 E, ABOUT 0.1 MILE
 BW0007'SOUTHEAST OF A LARGE METAL BUILDING AND TWO ROUND METAL GRAINERIES,
 BW0007'124 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET
 BW0007'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 14 FEET NORTH OF A
 BW0007'FENCE CORNER POST, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET WEST OF A
 BW0007'METAL WITNESS POST, ABOUT 30 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 BW0007'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BW0007'DEPTH OF 160 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 BW0007'PROJECTS 5 INCHES ABOVE THE GROUND.
 BW0007
 BW0007                          STATION RECOVERY (1976)
 BW0007
 BW0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0007'2.7 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0007'HIGHWAY 190 AT SHAW, 0.1 MILE EAST OF 3 METAL GRAIN BINS, AT A
 BW0007'JUNCTION OF A GRAVELED ROAD LEADING NORTHWEST TO BLACK HAWK, 124 FT.
 BW0007'WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FT. SOUTHWEST OF THE CENTER
 BW0007'LINE OF A GRAVELED ROAD, 14 FT. WEST OF A FENCE CORNER POST, 1.5 FT.
 BW0007'NORTH OF A FENCE.
 BW0007
 BW0007                          STATION RECOVERY (2003)
 BW0007
 BW0007'RECOVERY NOTE BY 3001, INC 2003 (KD)
 BW0007'THE STATION IS LOCATED 2.7 MILES SOUTH OF THE JUNCTION OF HWY 190 AT
 BW0007'SHAW AND HWY 15 ON  WEST TOE OF LEVEE.
 BW0007' 
 BW0007'OWNERSHIP- BLACK HAWK FARMS
 BW0007' 
 BW0007'TO REACH THE STATION FROM THE INTERSECTION OF HWY 15 AND HWY 190 IN
 BW0007'SHAW, LOUISIANA .  PROCEED SOUTH ON HWY 15 FOR 2.7 MILES TO GRAVEL
 BW0007'ROAD LEADING WEST TO THREE METAL  GRAIN BINS. GO SOUTHWEST DOWN RAMP
 BW0007'TO STATION AT THE TOE OF THE LEVEE, WHERE GRAVEL  ROAD MAKES SHARP
 BW0007'RIGHT TURN TWORDS BINS.
 BW0007' 
 BW0007'THE STATION IS 0.1 MILES EAST OF THE THREE METAL GRAIN BINS, 124 FEET
 BW0007'WEST OF THE  CENTERLINE OF HWY 15, 47 FT. SOUTHWEST OF THE CENTERLINE
 BW0007'OF THE GRAVEL ROAD. FENCE AND  FENCE POST NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1372 ***********************************************************************
 CP1372  DESIGNATION -  E 255
 CP1372  PID         -  CP1372
 CP1372  STATE/COUNTY-  LA/MADISON
 CP1372  USGS QUAD   -  TENDAL (1986)
 CP1372
 CP1372                         *CURRENT SURVEY CONTROL
 CP1372  ___________________________________________________________________
 CP1372* NAD 83(1992)-  32 25 35.37239(N)    091 18 11.94120(W)     ADJUSTED  
 CP1372* NAVD 88     -        24.241  (meters)      79.53   (feet)  ADJUSTED  
 CP1372  ___________________________________________________________________
 CP1372  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CP1372  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1372  DYNAMIC HT  -          24.213 (meters)      79.44  (feet)  COMP
 CP1372  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CP1372
 CP1372  HORZ ORDER  -  SECOND
 CP1372  VERT ORDER  -  FIRST     CLASS I
 CP1372
 CP1372.The horizontal coordinates were established by classical geodetic methods
 CP1372.and adjusted by the National Geodetic Survey in May 1994..
 CP1372.No horizontal observational check was made to the station.
 CP1372
 CP1372.The orthometric height was determined by differential leveling
 CP1372.and adjusted by the National Geodetic Survey in June 1991..
 CP1372
 CP1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1372
 CP1372.The geoid height was determined by GEOID03.
 CP1372
 CP1372.The dynamic height is computed by dividing the NAVD 88
 CP1372.geopotential number by the normal gravity value computed on the
 CP1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1372.degrees latitude (g = 980.6199 gals.).
 CP1372
 CP1372.The modeled gravity was interpolated from observed gravity values.
 CP1372
 CP1372;                    North         East     Units Scale Factor Converg.
 CP1372;SPC LA N     -   214,224.488 1,112,544.318   MT  0.99995405   +0 37 57.7
 CP1372;SPC LA N     -   702,834.84  3,650,072.48   sFT  0.99995405   +0 37 57.7
 CP1372;UTM  15      - 3,588,977.504   659,524.495   MT  0.99991382   +0 54 35.9
 CP1372
 CP1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1372!SPC LA N     -   1.00000033  x   0.99995405  =   0.99995438
 CP1372!UTM  15      -   1.00000033  x   0.99991382  =   0.99991415
 CP1372
 CP1372                          SUPERSEDED SURVEY CONTROL
 CP1372
 CP1372  NAD 83(1992)-  32 25 35.37959(N)    091 18 11.93898(W) AD(       ) 2
 CP1372  NAD 83(1986)-  32 25 35.38452(N)    091 18 11.93591(W) AD(       ) 2
 CP1372  NGVD 29 (06/11/92)   24.251  (m)           79.56   (f) ADJUSTED    1 1
 CP1372
 CP1372.Superseded values are not recommended for survey control.
 CP1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1372.See file dsdata.txt to determine how the superseded data were derived.
 CP1372
 CP1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5952488978(NAD 83)
 CP1372_MARKER: DB = BENCH MARK DISK
 CP1372_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1372_SP_SET: 120 FT.
 CP1372_STAMPING: E 255 1968
 CP1372_MARK LOGO: CGS   
 CP1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1372
 CP1372  HISTORY     - Date     Condition        Report By
 CP1372  HISTORY     - 1968     MONUMENTED       CGS
 CP1372  HISTORY     - 1970     GOOD             NGS
 CP1372  HISTORY     - 1982     GOOD             LADTD
 CP1372  HISTORY     - 1983     GOOD             LADTD
 CP1372
 CP1372                          STATION DESCRIPTION
 CP1372
 CP1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1372'8.0 MI W FROM TALLULAH.
 CP1372'8.0 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT TALLULAH,
 CP1372'IN SECTION 25, T 17 N, R 11 E, AT THE COMMUNITY OF QUEBEC, 49 1/2 FEET
 CP1372'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 294 FEET WEST OF THE CENTER
 CP1372'LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, 2 1/2 FEET SOUTH OF A POWER
 CP1372'POLE WHICH IS BRACED BY A GUY WIRE, 0.9 FOOT WEST OF A METAL WITNESS
 CP1372'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 CP1372'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 120 FEET AND
 CP1372'IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 2 INCHES ABOVE
 CP1372'THE SURFACE OF THE GROUND.
 CP1372
 CP1372                          STATION RECOVERY (1970)
 CP1372
 CP1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CP1372'RECOVERED IN GOOD CONDITION.
 CP1372
 CP1372                          STATION RECOVERY (1982)
 CP1372
 CP1372'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1372'RECOVERED IN GOOD CONDITION.
 CP1372
 CP1372                          STATION RECOVERY (1983)
 CP1372
 CP1372'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP1372'THE STATION IS LOCATED ABOUT 10.8 KM (6.75 MILES) WEST-NORTHWEST OF
 CP1372'TALLULAH AND 18.1 KM (11.25 MILES) EAST-SOUTHEAST OF DELHI IN THE
 CP1372'SOUTHWEST QUARTER OF SECTION 25, T17N, R11E. OWNERSHIP--LOUISIANA
 CP1372'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP1372'
 CP1372'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, GO WEST ALONG
 CP1372'US HIGHWAY 80 FOR ABOUT 11.3 KM (7 MILES) TO THE STATION MARK ON THE
 CP1372'LEFT BETWEEN U S 80 AND THE ILLINOIS CENTRAL GULF RAILROAD.
 CP1372'
 CP1372'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---
 CP1372'E 255 1968--- SET INTO THE TOP OF A METAL PIPE 15 CM (6 INCHES) IN
 CP1372'DIAMETER RECESSED 5 CM (2 INCHES) BELOW THE GROUND LOCATED 14.9
 CP1372'METERS (49 FEET) S FROM THE CENTER OF U S 80, 5.8 METERS (19 FEET)
 CP1372'WSW FROM A CABLE JUNCTION BOX, 0.8 METER (2.5 FEET) S FROM A POWER
 CP1372'POLE, AND 0.3 METER (1 FOOT) W FROM A METAL WITNESS POST WITH SIGN
 CP1372'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0080 ***********************************************************************
 CQ0080  DESIGNATION -  E 256
 CQ0080  PID         -  CQ0080
 CQ0080  STATE/COUNTY-  LA/LINCOLN
 CQ0080  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0080
 CQ0080                         *CURRENT SURVEY CONTROL
 CQ0080  ___________________________________________________________________
 CQ0080* NAD 83(1986)-  32 31 20.     (N)    092 27 05.     (W)     SCALED    
 CQ0080* NAVD 88     -        35.504  (meters)     116.48   (feet)  ADJUSTED  
 CQ0080  ___________________________________________________________________
 CQ0080  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0080  DYNAMIC HT  -          35.464 (meters)     116.35  (feet)  COMP
 CQ0080  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CQ0080
 CQ0080  VERT ORDER  -  FIRST     CLASS I
 CQ0080
 CQ0080.The horizontal coordinates were scaled from a topographic map and have
 CQ0080.an estimated accuracy of +/- 6 seconds.
 CQ0080
 CQ0080.The orthometric height was determined by differential leveling
 CQ0080.and adjusted by the National Geodetic Survey in June 1991..
 CQ0080
 CQ0080.The geoid height was determined by GEOID03.
 CQ0080
 CQ0080.The dynamic height is computed by dividing the NAVD 88
 CQ0080.geopotential number by the normal gravity value computed on the
 CQ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0080.degrees latitude (g = 980.6199 gals.).
 CQ0080
 CQ0080.The modeled gravity was interpolated from observed gravity values.
 CQ0080
 CQ0080;                    North         East    Units  Estimated Accuracy
 CQ0080;SPC LA N     -   224,220.    1,004,570.      MT  (+/- 180 meters Scaled)
 CQ0080
 CQ0080                          SUPERSEDED SURVEY CONTROL
 CQ0080
 CQ0080  NGVD 29 (??/??/??)   35.564  (m)          116.68   (f) ADJUSTED    1 1
 CQ0080
 CQ0080.Superseded values are not recommended for survey control.
 CQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0080.See file dsdata.txt to determine how the superseded data were derived.
 CQ0080
 CQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR515984(NAD 83)
 CQ0080_MARKER: DB = BENCH MARK DISK
 CQ0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0080_SP_SET: BRIDGE
 CQ0080_STAMPING: E 256 1968
 CQ0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0080
 CQ0080  HISTORY     - Date     Condition        Report By
 CQ0080  HISTORY     - 1968     MONUMENTED       CGS
 CQ0080  HISTORY     - 1969     GOOD             CGS
 CQ0080
 CQ0080                          STATION DESCRIPTION
 CQ0080
 CQ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0080'3.95 MI E FROM CHOUDRANT.
 CQ0080'ABOUT 3.95 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0080'CHOUDRANT, OR ABOUT 5.6 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST
 CQ0080'OFFICE AT CALHOUN, IN SECTION 27, T 18 N, R 1 W, 0.2 MILE EAST OF THE
 CQ0080'JUNCTION OF THE HIGHWAY AND A PAVED ROAD, 21 FEET NORTHEAST OF THE
 CQ0080'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE
 CQ0080'NORTHWEST CONCRETE ABUTMENT OF THE CONCRETE HIGHWAY BRIDGE OVER
 CQ0080'CHOUDRANT CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2043 ***********************************************************************
 CQ2043  DESIGNATION -  E 257
 CQ2043  PID         -  CQ2043
 CQ2043  STATE/COUNTY-  LA/BOSSIER
 CQ2043  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2043
 CQ2043                         *CURRENT SURVEY CONTROL
 CQ2043  ___________________________________________________________________
 CQ2043* NAD 83(1992)-  32 30 59.78586(N)    093 44 20.99714(W)     ADJUSTED  
 CQ2043* NAVD 88     -        53.612  (meters)     175.89   (feet)  ADJUSTED  
 CQ2043  ___________________________________________________________________
 CQ2043  X           -    -351,082.287 (meters)                     COMP
 CQ2043  Y           -  -5,372,045.199 (meters)                     COMP
 CQ2043  Z           -   3,408,891.080 (meters)                     COMP
 CQ2043  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CQ2043  ELLIP HEIGHT-          27.55  (meters)          (02/20/02) GPS OBS
 CQ2043  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2043  DYNAMIC HT  -          53.551 (meters)     175.69  (feet)  COMP
 CQ2043  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CQ2043
 CQ2043  HORZ ORDER  -  FIRST
 CQ2043  VERT ORDER  -  FIRST     CLASS I
 CQ2043  ELLP ORDER  -  FOURTH    CLASS I
 CQ2043
 CQ2043.The horizontal coordinates were established by GPS observations
 CQ2043.and adjusted by the National Geodetic Survey in March 1995..
 CQ2043
 CQ2043.The orthometric height was determined by differential leveling
 CQ2043.and adjusted by the National Geodetic Survey in June 1991..
 CQ2043
 CQ2043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2043
 CQ2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2043
 CQ2043.The ellipsoidal height was determined by GPS observations
 CQ2043.and is referenced to NAD 83.
 CQ2043
 CQ2043.The geoid height was determined by GEOID03.
 CQ2043
 CQ2043.The dynamic height is computed by dividing the NAVD 88
 CQ2043.geopotential number by the normal gravity value computed on the
 CQ2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2043.degrees latitude (g = 980.6199 gals.).
 CQ2043
 CQ2043.The modeled gravity was interpolated from observed gravity values.
 CQ2043
 CQ2043;                    North         East     Units Scale Factor Converg.
 CQ2043;SPC LA N     -   224,261.646   883,574.732   MT  0.99996923   -0 39 18.5
 CQ2043;SPC LA N     -   735,765.08  2,898,861.43   sFT  0.99996923   -0 39 18.5
 CQ2043;UTM  15      - 3,597,940.774   430,575.316   MT  0.99965943   -0 23 50.5
 CQ2043
 CQ2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2043!SPC LA N     -   0.99999567  x   0.99996923  =   0.99996490
 CQ2043!UTM  15      -   0.99999567  x   0.99965943  =   0.99965511
 CQ2043
 CQ2043                          SUPERSEDED SURVEY CONTROL
 CQ2043
 CQ2043  ELLIP H (03/31/95)   27.66   (m)                       GP(       ) 4 1
 CQ2043  NGVD 29 (??/??/??)   53.682  (m)          176.12   (f) ADJUSTED    1 1
 CQ2043
 CQ2043.Superseded values are not recommended for survey control.
 CQ2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2043.See file dsdata.txt to determine how the superseded data were derived.
 CQ2043
 CQ2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3057597941(NAD 83)
 CQ2043_MARKER: DB = BENCH MARK DISK
 CQ2043_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2043_SP_SET: 72 FT
 CQ2043_STAMPING: E 257 1968
 CQ2043_MARK LOGO: CGS   
 CQ2043_PROJECTION: PROJECTING 13 CENTIMETERS
 CQ2043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2043+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CQ2043_ROD/PIPE-DEPTH: 21.9 meters
 CQ2043
 CQ2043  HISTORY     - Date     Condition        Report By
 CQ2043  HISTORY     - 1968     MONUMENTED       CGS
 CQ2043  HISTORY     - 1969     GOOD             CGS
 CQ2043  HISTORY     - 19920610 GOOD             BCED
 CQ2043
 CQ2043                          STATION DESCRIPTION
 CQ2043
 CQ2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2043'0.1 MI E FROM BOSSIER CITY.
 CQ2043'ABOUT 0.1 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE EAST
 CQ2043'END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY, OR
 CQ2043'ABOUT 1.0 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2043'UNION STATION AT SHREVEPORT, IN SECTION 30, T 18 N, R 13 W, 104 FEET
 CQ2043'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 21 FEET NORTHWEST
 CQ2043'OF THE CENTER LINE OF A PAVED STREET, 16 FEET NORTH OF THE NORTH
 CQ2043'CORNER OF A BRICK BUILDING, 6 FEET NORTHWEST OF A TELEPHONE POLE WHICH
 CQ2043'BEARS A STREET LIGHT, 1 FOOT EAST OF A CORNER FENCE POST, 1 FOOT
 CQ2043'SOUTHEAST OF A FENCE, 6 INCHES NORTHWEST OF THE NORTHWEST EDGE OF A
 CQ2043'SIDEWALK, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 8 FEET
 CQ2043'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 CQ2043'COATED ROD THAT IS DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED IN A
 CQ2043'6-INCH CAST IRON PIPE WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 CQ2043'GROUND.
 CQ2043
 CQ2043                          STATION RECOVERY (1992)
 CQ2043
 CQ2043'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2043'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1253 ***********************************************************************
 CQ1253  DESIGNATION -  E 258
 CQ1253  PID         -  CQ1253
 CQ1253  STATE/COUNTY-  LA/WEBSTER
 CQ1253  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1253
 CQ1253                         *CURRENT SURVEY CONTROL
 CQ1253  ___________________________________________________________________
 CQ1253* NAD 83(1986)-  32 32 15.     (N)    093 20 06.     (W)     SCALED    
 CQ1253* NAVD 88     -        45.355  (meters)     148.80   (feet)  ADJUSTED  
 CQ1253  ___________________________________________________________________
 CQ1253  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ1253  DYNAMIC HT  -          45.304 (meters)     148.63  (feet)  COMP
 CQ1253  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CQ1253
 CQ1253  VERT ORDER  -  FIRST     CLASS I
 CQ1253
 CQ1253.The horizontal coordinates were scaled from a topographic map and have
 CQ1253.an estimated accuracy of +/- 6 seconds.
 CQ1253
 CQ1253.The orthometric height was determined by differential leveling
 CQ1253.and adjusted by the National Geodetic Survey in June 1991..
 CQ1253
 CQ1253.The geoid height was determined by GEOID03.
 CQ1253
 CQ1253.The dynamic height is computed by dividing the NAVD 88
 CQ1253.geopotential number by the normal gravity value computed on the
 CQ1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1253.degrees latitude (g = 980.6199 gals.).
 CQ1253
 CQ1253.The modeled gravity was interpolated from observed gravity values.
 CQ1253
 CQ1253;                    North         East    Units  Estimated Accuracy
 CQ1253;SPC LA N     -   226,220.      921,570.      MT  (+/- 180 meters Scaled)
 CQ1253
 CQ1253                          SUPERSEDED SURVEY CONTROL
 CQ1253
 CQ1253  NGVD 29 (??/??/??)   45.433  (m)          149.06   (f) ADJUSTED    1 1
 CQ1253
 CQ1253.Superseded values are not recommended for survey control.
 CQ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1253.See file dsdata.txt to determine how the superseded data were derived.
 CQ1253
 CQ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS685000(NAD 83)
 CQ1253_MARKER: DB = BENCH MARK DISK
 CQ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1253_STAMPING: E 258 1969
 CQ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1253+STABILITY: SURFACE MOTION
 CQ1253
 CQ1253  HISTORY     - Date     Condition        Report By
 CQ1253  HISTORY     - 1969     MONUMENTED       CGS
 CQ1253  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1253  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ1253
 CQ1253                          STATION DESCRIPTION
 CQ1253
 CQ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1253'2.5 MI W FROM SIBLEY.
 CQ1253'ABOUT 2.5 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1253'STATION AT SIBLEY, OF ABOUT 4.2 MILES EAST ALONG THE ILLINOIS CENTRAL
 CQ1253'RAILROAD FROM THE HIGH SCHOOL AT DOYLINE, IN SECTION 19, T 18 N, R 9
 CQ1253'W, 0.2 MILE WEST OF A RAILROAD BRIDGE OVER BAYOU DORCHEAT, 0.15 MILE
 CQ1253'EAST OF MILEPOST 144, 200 FEET NORTH OF THE NORTH RAIL, 78 FEET NORTH
 CQ1253'OF THE CENTER LINE OF STATE HIGHWAY 164, 44 FEET NORTHEAST OF A
 CQ1253'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 10 FT SOUTH OF POWER POLE
 CQ1253'NUMBER 195-4 WHICH IS BRACED BY 4 GUY WIRES, 1 FOOT SOUTH OF A FENCE,
 CQ1253'1.2 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 CQ1253'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1253
 CQ1253                          STATION RECOVERY (2000)
 CQ1253
 CQ1253'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1253'MARK NOT FOUND.
 CQ1253
 CQ1253                          STATION RECOVERY (2002)
 CQ1253
 CQ1253'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1028 ***********************************************************************
 CQ1028  DESIGNATION -  E 259
 CQ1028  PID         -  CQ1028
 CQ1028  STATE/COUNTY-  LA/BIENVILLE
 CQ1028  USGS QUAD   -  ARCADIA (1994)
 CQ1028
 CQ1028                         *CURRENT SURVEY CONTROL
 CQ1028  ___________________________________________________________________
 CQ1028* NAD 83(1986)-  32 33 41.     (N)    092 56 45.     (W)     SCALED    
 CQ1028* NAVD 88     -       121.144  (meters)     397.45   (feet)  ADJUSTED  
 CQ1028  ___________________________________________________________________
 CQ1028  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ1028  DYNAMIC HT  -         121.008 (meters)     397.01  (feet)  COMP
 CQ1028  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 CQ1028
 CQ1028  VERT ORDER  -  FIRST     CLASS I
 CQ1028
 CQ1028.The horizontal coordinates were scaled from a topographic map and have
 CQ1028.an estimated accuracy of +/- 6 seconds.
 CQ1028
 CQ1028.The orthometric height was determined by differential leveling
 CQ1028.and adjusted by the National Geodetic Survey in June 1991..
 CQ1028
 CQ1028.The geoid height was determined by GEOID03.
 CQ1028
 CQ1028.The dynamic height is computed by dividing the NAVD 88
 CQ1028.geopotential number by the normal gravity value computed on the
 CQ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1028.degrees latitude (g = 980.6199 gals.).
 CQ1028
 CQ1028.The modeled gravity was interpolated from observed gravity values.
 CQ1028
 CQ1028;                    North         East    Units  Estimated Accuracy
 CQ1028;SPC LA N     -   228,650.      958,130.      MT  (+/- 180 meters Scaled)
 CQ1028
 CQ1028                          SUPERSEDED SURVEY CONTROL
 CQ1028
 CQ1028  NGVD 29 (??/??/??)  121.218  (m)          397.70   (f) ADJUSTED    1 1
 CQ1028
 CQ1028.Superseded values are not recommended for survey control.
 CQ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1028.See file dsdata.txt to determine how the superseded data were derived.
 CQ1028
 CQ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS050026(NAD 83)
 CQ1028_MARKER: DB = BENCH MARK DISK
 CQ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1028_STAMPING: E 259 1969
 CQ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1028+STABILITY: SURFACE MOTION
 CQ1028
 CQ1028  HISTORY     - Date     Condition        Report By
 CQ1028  HISTORY     - 1969     MONUMENTED       CGS
 CQ1028
 CQ1028                          STATION DESCRIPTION
 CQ1028
 CQ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1028'1.85 MI W FROM ARCADIA.
 CQ1028'ABOUT 0.9 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1028'STATION AT ARCADIA, THENCE 0.1 MILE NORTHEAST ALONG A PAVED ROAD,
 CQ1028'THENCE 0.85 MILE WEST ALONG U.S. HIGHWAY 80, 0.4 MILE WEST OF A CONOCO
 CQ1028'TRUCK STOP, 143 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 9 WHICH
 CQ1028'LEADS NORTH, 69 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80, 33
 CQ1028'1/2 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 24 FEET
 CQ1028'SOUTHWEST OF A GAS METER, 1.4 FEET EAST OF A METAL WITNESS POST, AND
 CQ1028'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 CQ1028'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1315 ***********************************************************************
 BX1315  DESIGNATION -  E 26 1 BOLT
 BX1315  PID         -  BX1315
 BX1315  STATE/COUNTY-  LA/GRANT
 BX1315  USGS QUAD   -  ALOHA (1992)
 BX1315
 BX1315                         *CURRENT SURVEY CONTROL
 BX1315  ___________________________________________________________________
 BX1315* NAD 83(1986)-  31 35 49.     (N)    092 47 18.     (W)     SCALED    
 BX1315* NAVD 88     -        28.58   (+/-2cm)      93.8    (feet)  VERTCON   
 BX1315  ___________________________________________________________________
 BX1315  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1315
 BX1315  VERT ORDER  -  ? (See Below)
 BX1315
 BX1315.The horizontal coordinates were scaled from a topographic map and have
 BX1315.an estimated accuracy of +/- 6 seconds.
 BX1315
 BX1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1315.The vertical order pertains to the NGVD 29 superseded value.
 BX1315
 BX1315.The geoid height was determined by GEOID03.
 BX1315
 BX1315;                    North         East    Units  Estimated Accuracy
 BX1315;SPC LA N     -   121,660.      972,640.      MT  (+/- 180 meters Scaled)
 BX1315
 BX1315                          SUPERSEDED SURVEY CONTROL
 BX1315
 BX1315  NGVD 29 (??/??/??)   28.594  (m)           93.81   (f) ADJUSTED    ?  
 BX1315
 BX1315.Superseded values are not recommended for survey control.
 BX1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1315.See file dsdata.txt to determine how the superseded data were derived.
 BX1315
 BX1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ200957(NAD 83)
 BX1315_MARKER: B = BOLT
 BX1315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1315_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1315
 BX1315  HISTORY     - Date     Condition        Report By
 BX1315  HISTORY     - UNK      MONUMENTED       DOD
 BX1315  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX1315  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1315
 BX1315                          STATION DESCRIPTION
 BX1315
 BX1315'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1315'1.4 MI NW FROM ALOHA.
 BX1315'1.4 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 BX1315'ALOHA, GRANT PARISH, ABOUT 1/2 MILE SOUTHWEST ALONG A ROAD FROM THE
 BX1315'JUNCTION OF U.S. HIGHWAY 71, 345 FEET SOUTHEAST OF THE SOUTHEAST END
 BX1315'OF TRESTLE C90.37 OVER BAYOU CORNE FINE, AND 6 FEET SOUTH OF THE SOUTH
 BX1315'RAIL.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 BX1315'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1315'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- THE TRACK HAS BEEN RAISED
 BX1315'2 FEET AND THE MARK MAY BE BURIED OR DESTROYED.
 BX1315
 BX1315                          STATION RECOVERY (1969)
 BX1315
 BX1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1314 ***********************************************************************
 BX1314  DESIGNATION -  E 26 1 CAP
 BX1314  PID         -  BX1314
 BX1314  STATE/COUNTY-  LA/GRANT
 BX1314  USGS QUAD   -  ALOHA (1992)
 BX1314
 BX1314                         *CURRENT SURVEY CONTROL
 BX1314  ___________________________________________________________________
 BX1314* NAD 83(1986)-  31 35 49.     (N)    092 47 18.     (W)     SCALED    
 BX1314* NAVD 88     -        29.81   (+/-2cm)      97.8    (feet)  VERTCON   
 BX1314  ___________________________________________________________________
 BX1314  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1314
 BX1314  VERT ORDER  -  ? (See Below)
 BX1314
 BX1314.The horizontal coordinates were scaled from a topographic map and have
 BX1314.an estimated accuracy of +/- 6 seconds.
 BX1314
 BX1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1314.The vertical order pertains to the NGVD 29 superseded value.
 BX1314
 BX1314.The geoid height was determined by GEOID03.
 BX1314
 BX1314;                    North         East    Units  Estimated Accuracy
 BX1314;SPC LA N     -   121,660.      972,640.      MT  (+/- 180 meters Scaled)
 BX1314
 BX1314                          SUPERSEDED SURVEY CONTROL
 BX1314
 BX1314  NGVD 29 (??/??/??)   29.823  (m)           97.84   (f) ADJUSTED    ?  
 BX1314
 BX1314.Superseded values are not recommended for survey control.
 BX1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1314.See file dsdata.txt to determine how the superseded data were derived.
 BX1314
 BX1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ200957(NAD 83)
 BX1314_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1314
 BX1314  HISTORY     - Date     Condition        Report By
 BX1314  HISTORY     - UNK      MONUMENTED       DOD
 BX1314  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX1314  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1314
 BX1314                          STATION DESCRIPTION
 BX1314
 BX1314'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1314'1.4 MI NW FROM ALOHA.
 BX1314'1.4 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 BX1314'ALOHA, GRANT PARISH, ABOUT 1/2 MILE SOUTHWEST ALONG A ROAD FROM THE
 BX1314'JUNCTION OF U.S. HIGHWAY 71, 345 FEET SOUTHEAST OF THE SOUTHEAST END
 BX1314'OF TRESTLE C90.37 OVER BAYOU CORNE FINE, AND 6 FEET SOUTH OF THE SOUTH
 BX1314'RAIL.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BX1314'CAP.  NOTE-- THE TRACK HAS BEEN RAISED 2 FEET AND THE MARK MAY BE
 BX1314'BURIED OR DESTROYED.
 BX1314
 BX1314                          STATION RECOVERY (1969)
 BX1314
 BX1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1294 ***********************************************************************
 BX1294  DESIGNATION -  E 26 10 BOLT
 BX1294  PID         -  BX1294
 BX1294  STATE/COUNTY-  LA/NATCHITOCHES
 BX1294  USGS QUAD   -  MONTGOMERY (1993)
 BX1294
 BX1294                         *CURRENT SURVEY CONTROL
 BX1294  ___________________________________________________________________
 BX1294* NAD 83(1986)-  31 40 10.     (N)    092 55 48.     (W)     SCALED    
 BX1294* NAVD 88     -        31.03   (+/-2cm)     101.8    (feet)  VERTCON   
 BX1294  ___________________________________________________________________
 BX1294  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1294
 BX1294  VERT ORDER  -  ? (See Below)
 BX1294
 BX1294.The horizontal coordinates were scaled from a topographic map and have
 BX1294.an estimated accuracy of +/- 6 seconds.
 BX1294
 BX1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1294.The vertical order pertains to the NGVD 29 superseded value.
 BX1294
 BX1294.The geoid height was determined by GEOID03.
 BX1294
 BX1294;                    North         East    Units  Estimated Accuracy
 BX1294;SPC LA N     -   129,740.      959,230.      MT  (+/- 180 meters Scaled)
 BX1294
 BX1294                          SUPERSEDED SURVEY CONTROL
 BX1294
 BX1294  NGVD 29 (??/??/??)   31.058  (m)          101.90   (f) ADJUSTED    ?  
 BX1294
 BX1294.Superseded values are not recommended for survey control.
 BX1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1294.See file dsdata.txt to determine how the superseded data were derived.
 BX1294
 BX1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR066037(NAD 83)
 BX1294_MARKER: B = BOLT
 BX1294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1294_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1294
 BX1294  HISTORY     - Date     Condition        Report By
 BX1294  HISTORY     - UNK      MONUMENTED       DOD
 BX1294  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1294
 BX1294                          STATION DESCRIPTION
 BX1294
 BX1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1294'3.5 MI W FROM MONTGOMERY.
 BX1294'IN NATCHITOCHES PARISH, 1.3 MILES WEST ALONG A ROAD LEADING TO THE
 BX1294'FERRY FROM MONTGOMERY, GRANT PARISH, THENCE 2.2 MILES WEST ALONG A
 BX1294'ROAD (STATE HIGHWAY 605) PARALLELING THE RIGHT BANK OF RED RIVER.  AT
 BX1294'WILLIAMS CORNER, ON THE MRS. G.H. PIERSON PROPERTY (HIE DIE
 BX1294'PLANTATION), IN THE NORTHEAST CORNER OF THE FIELD ADJOINING A BARN
 BX1294'LOT, ABOUT 125 FEET WEST OF THE NORTHWEST CORNER OF A YARD, 20 FEET
 BX1294'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE CORNER, 3 FEET
 BX1294'SOUTH OF THE EAST-AND-WEST FENCE, AND 3 FEET WEST OF THE OTHER FENCE.
 BX1294'A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 BX1294'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1294'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1293 ***********************************************************************
 BX1293  DESIGNATION -  E 26 10 CAP
 BX1293  PID         -  BX1293
 BX1293  STATE/COUNTY-  LA/NATCHITOCHES
 BX1293  USGS QUAD   -  MONTGOMERY (1993)
 BX1293
 BX1293                         *CURRENT SURVEY CONTROL
 BX1293  ___________________________________________________________________
 BX1293* NAD 83(1986)-  31 40 10.     (N)    092 55 48.     (W)     SCALED    
 BX1293* NAVD 88     -        32.31   (+/-2cm)     106.0    (feet)  VERTCON   
 BX1293  ___________________________________________________________________
 BX1293  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1293
 BX1293  VERT ORDER  -  ? (See Below)
 BX1293
 BX1293.The horizontal coordinates were scaled from a topographic map and have
 BX1293.an estimated accuracy of +/- 6 seconds.
 BX1293
 BX1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1293.The vertical order pertains to the NGVD 29 superseded value.
 BX1293
 BX1293.The geoid height was determined by GEOID03.
 BX1293
 BX1293;                    North         East    Units  Estimated Accuracy
 BX1293;SPC LA N     -   129,740.      959,230.      MT  (+/- 180 meters Scaled)
 BX1293
 BX1293                          SUPERSEDED SURVEY CONTROL
 BX1293
 BX1293  NGVD 29 (??/??/??)   32.336  (m)          106.09   (f) ADJUSTED    ?  
 BX1293
 BX1293.Superseded values are not recommended for survey control.
 BX1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1293.See file dsdata.txt to determine how the superseded data were derived.
 BX1293
 BX1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR066037(NAD 83)
 BX1293_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1293
 BX1293  HISTORY     - Date     Condition        Report By
 BX1293  HISTORY     - UNK      MONUMENTED       DOD
 BX1293  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1293
 BX1293                          STATION DESCRIPTION
 BX1293
 BX1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1293'3.5 MI W FROM MONTGOMERY.
 BX1293'IN NATCHITOCHES PARISH, 1.3 MILES W ALONG A ROAD LEADING TO THE FERRY
 BX1293'FROM MONTGOMERY, GRANT PARISH, THENCE 2.2 MILES W ALONG A ROAD (STATE
 BX1293'HWY 605) PARALLELING THE RIGHT BANK OF RED RIVER, AT WILLIAMS CORNER,
 BX1293'ON THE MRS GH PIERSON PROPERTY (HIE DIE PLANTATION), IN THE NE CORNER
 BX1293'OF THE FIELD ADJOINING A BARN LOT, ABOUT 125 FEET W OF THE NW CORNER
 BX1293'OF A YARD, 20 FEET S OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE
 BX1293'CORNER, 3 FEET S OF THE E-W FENCE, AND 3 FT W OF THE OTHER FENCE.  AN
 BX1293'IRON PIPE BEARING A CORPS OF ENGINEERS, US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1291 ***********************************************************************
 BX1291  DESIGNATION -  E 26 12 BOLT
 BX1291  PID         -  BX1291
 BX1291  STATE/COUNTY-  LA/NATCHITOCHES
 BX1291  USGS QUAD   -  MONTGOMERY (1993)
 BX1291
 BX1291                         *CURRENT SURVEY CONTROL
 BX1291  ___________________________________________________________________
 BX1291* NAD 83(1986)-  31 41 48.     (N)    092 58 00.     (W)     SCALED    
 BX1291* NAVD 88     -        31.69   (+/-2cm)     104.0    (feet)  VERTCON   
 BX1291  ___________________________________________________________________
 BX1291  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1291
 BX1291  VERT ORDER  -  ? (See Below)
 BX1291
 BX1291.The horizontal coordinates were scaled from a topographic map and have
 BX1291.an estimated accuracy of +/- 6 seconds.
 BX1291
 BX1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1291.The vertical order pertains to the NGVD 29 superseded value.
 BX1291
 BX1291.The geoid height was determined by GEOID03.
 BX1291
 BX1291;                    North         East    Units  Estimated Accuracy
 BX1291;SPC LA N     -   132,780.      955,760.      MT  (+/- 180 meters Scaled)
 BX1291
 BX1291                          SUPERSEDED SURVEY CONTROL
 BX1291
 BX1291  NGVD 29 (??/??/??)   31.718  (m)          104.06   (f) ADJUSTED    ?  
 BX1291
 BX1291.Superseded values are not recommended for survey control.
 BX1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1291.See file dsdata.txt to determine how the superseded data were derived.
 BX1291
 BX1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR031068(NAD 83)
 BX1291_MARKER: B = BOLT
 BX1291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1291_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1291
 BX1291  HISTORY     - Date     Condition        Report By
 BX1291  HISTORY     - UNK      MONUMENTED       DOD
 BX1291  HISTORY     - 1969     GOOD             CGS
 BX1291
 BX1291                          STATION DESCRIPTION
 BX1291
 BX1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1291'5 MI NW FROM MONTGOMERY.
 BX1291'IN NATCHITOCHES PARISH, ABOUT 5 MILES NORTHWEST OF MONTGOMERY, GRANT
 BX1291'PARISH, 0.5 MILE EAST ALONG A ROAD FROM COCKFIELD SCHOOL, ON THE RIGHT
 BX1291'BANK OF RED RIVER, ON THE DR. J.B. PRATT PROPERTY, AT THE NORTHEAST
 BX1291'CORNER OF A PASTURE, 32 FEET EAST OF THE SOUTHEAST CORNER OF A YARD
 BX1291'FENCE, AND 5 FEET SOUTHWEST OF THE NORTHEAST FENCE CORNER. A COPPER
 BX1291'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BX1291'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BX1291'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1290 ***********************************************************************
 BX1290  DESIGNATION -  E 26 12 CAP
 BX1290  PID         -  BX1290
 BX1290  STATE/COUNTY-  LA/NATCHITOCHES
 BX1290  USGS QUAD   -  MONTGOMERY (1993)
 BX1290
 BX1290                         *CURRENT SURVEY CONTROL
 BX1290  ___________________________________________________________________
 BX1290* NAD 83(1986)-  31 41 48.     (N)    092 58 00.     (W)     SCALED    
 BX1290* NAVD 88     -        32.96   (+/-2cm)     108.1    (feet)  VERTCON   
 BX1290  ___________________________________________________________________
 BX1290  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1290
 BX1290  VERT ORDER  -  ? (See Below)
 BX1290
 BX1290.The horizontal coordinates were scaled from a topographic map and have
 BX1290.an estimated accuracy of +/- 6 seconds.
 BX1290
 BX1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1290.The vertical order pertains to the NGVD 29 superseded value.
 BX1290
 BX1290.The geoid height was determined by GEOID03.
 BX1290
 BX1290;                    North         East    Units  Estimated Accuracy
 BX1290;SPC LA N     -   132,780.      955,760.      MT  (+/- 180 meters Scaled)
 BX1290
 BX1290                          SUPERSEDED SURVEY CONTROL
 BX1290
 BX1290  NGVD 29 (??/??/??)   32.990  (m)          108.23   (f) ADJUSTED    ?  
 BX1290
 BX1290.Superseded values are not recommended for survey control.
 BX1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1290.See file dsdata.txt to determine how the superseded data were derived.
 BX1290
 BX1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR031068(NAD 83)
 BX1290_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1290
 BX1290  HISTORY     - Date     Condition        Report By
 BX1290  HISTORY     - UNK      MONUMENTED       DOD
 BX1290  HISTORY     - 1969     GOOD             CGS
 BX1290
 BX1290                          STATION DESCRIPTION
 BX1290
 BX1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1290'5 MI NW FROM MONTGOMERY.
 BX1290'IN NATCHITOCHES PARISH, ABOUT 5 MILES NW OF MONTGOMERY, GRANT PARISH,
 BX1290'0.5 MILE E ALONG A ROAD FROM COCKFIELD SCHOOL, ON THE RIGHT BANK OF
 BX1290'THE RED RIVER, ON THE DR. JB PRATT PROPERTY, AT THE NE CORNER OF A
 BX1290'PASTURE, 32 FT E OF THE SE CORNER OF A YARD FENCE, AND 5 FT SW OF THE
 BX1290'NE FENCE CORNER.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, US ARMY,
 BX1290'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1288 ***********************************************************************
 BX1288  DESIGNATION -  E 26 13 BOLT
 BX1288  PID         -  BX1288
 BX1288  STATE/COUNTY-  LA/NATCHITOCHES
 BX1288  USGS QUAD   -  MONTGOMERY (1993)
 BX1288
 BX1288                         *CURRENT SURVEY CONTROL
 BX1288  ___________________________________________________________________
 BX1288* NAD 83(1986)-  31 41 47.     (N)    092 58 04.     (W)     SCALED    
 BX1288* NAVD 88     -        31.61   (+/-2cm)     103.7    (feet)  VERTCON   
 BX1288  ___________________________________________________________________
 BX1288  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1288
 BX1288  VERT ORDER  -  ? (See Below)
 BX1288
 BX1288.The horizontal coordinates were scaled from a topographic map and have
 BX1288.an estimated accuracy of +/- 6 seconds.
 BX1288
 BX1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1288.The vertical order pertains to the NGVD 29 superseded value.
 BX1288
 BX1288.The geoid height was determined by GEOID03.
 BX1288
 BX1288;                    North         East    Units  Estimated Accuracy
 BX1288;SPC LA N     -   132,750.      955,660.      MT  (+/- 180 meters Scaled)
 BX1288
 BX1288                          SUPERSEDED SURVEY CONTROL
 BX1288
 BX1288  NGVD 29 (??/??/??)   31.639  (m)          103.80   (f) ADJUSTED    ?  
 BX1288
 BX1288.Superseded values are not recommended for survey control.
 BX1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1288.See file dsdata.txt to determine how the superseded data were derived.
 BX1288
 BX1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR030067(NAD 83)
 BX1288_MARKER: B = BOLT
 BX1288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1288
 BX1288  HISTORY     - Date     Condition        Report By
 BX1288  HISTORY     - UNK      MONUMENTED       DOD
 BX1288  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1288
 BX1288                          STATION DESCRIPTION
 BX1288
 BX1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1288'5 MI NW FROM MONTGOMERY.
 BX1288'IN NATCHITOCHES PARISH, ABOUT 5 MILES NORTHWEST OF MONTGOMERY, GRANT
 BX1288'PARISH, 0.4 MILE EAST ALONG A ROAD FROM COCKFIELD SCHOOL, ON THE RIGHT
 BX1288'BANK OF RED RIVER, ON THE DR. J.B. PRATT PROPERTY, AT THE NORTHWEST
 BX1288'CORNER OF A PASTURE, 42 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BX1288'BARN, 30 FEET EAST OF A 6-INCH PECAN TREE, AND 5 FEET SOUTHEAST OF THE
 BX1288'NORTHWEST FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE
 BX1288'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BX1288'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1287 ***********************************************************************
 BX1287  DESIGNATION -  E 26 13 CAP
 BX1287  PID         -  BX1287
 BX1287  STATE/COUNTY-  LA/NATCHITOCHES
 BX1287  USGS QUAD   -  MONTGOMERY (1993)
 BX1287
 BX1287                         *CURRENT SURVEY CONTROL
 BX1287  ___________________________________________________________________
 BX1287* NAD 83(1986)-  31 41 48.     (N)    092 58 04.     (W)     SCALED    
 BX1287* NAVD 88     -        32.95   (+/-2cm)     108.1    (feet)  VERTCON   
 BX1287  ___________________________________________________________________
 BX1287  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1287
 BX1287  VERT ORDER  -  ? (See Below)
 BX1287
 BX1287.The horizontal coordinates were scaled from a topographic map and have
 BX1287.an estimated accuracy of +/- 6 seconds.
 BX1287
 BX1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1287.The vertical order pertains to the NGVD 29 superseded value.
 BX1287
 BX1287.The geoid height was determined by GEOID03.
 BX1287
 BX1287;                    North         East    Units  Estimated Accuracy
 BX1287;SPC LA N     -   132,780.      955,660.      MT  (+/- 180 meters Scaled)
 BX1287
 BX1287                          SUPERSEDED SURVEY CONTROL
 BX1287
 BX1287  NGVD 29 (??/??/??)   32.975  (m)          108.19   (f) ADJUSTED    ?  
 BX1287
 BX1287.Superseded values are not recommended for survey control.
 BX1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1287.See file dsdata.txt to determine how the superseded data were derived.
 BX1287
 BX1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR030068(NAD 83)
 BX1287_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1287
 BX1287  HISTORY     - Date     Condition        Report By
 BX1287  HISTORY     - UNK      MONUMENTED       DOD
 BX1287  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1287
 BX1287                          STATION DESCRIPTION
 BX1287
 BX1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1287'5.0 MI NW FROM MONTGOMERY.
 BX1287'IN NATCHITOCHES PARISH, ABOUT 5 MILES NW OF MONTGOMERY, GRANT PARISH,
 BX1287'0.4 MI E ALONG A ROAD FROM COCKFIELD SCHOOL, ON THE RIGHT BANK OF THE
 BX1287'RED RIVER, ON THE DR. JB PRATT PROPERTY, AT THE NW CORNER OF A
 BX1287'PASTURE, 42 FE SW OF THE SW CORNER OF A BARN, 30 FT E OF A 6-INCH
 BX1287'PECAN TREE, AND 5 FT SE OF THE NW FENCE CORNER.  AN IRON PIPE BEARING
 BX1287'A CORPS OF ENGINEERS, US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1312 ***********************************************************************
 BX1312  DESIGNATION -  E 26 2 BOLT
 BX1312  PID         -  BX1312
 BX1312  STATE/COUNTY-  LA/GRANT
 BX1312  USGS QUAD   -  ALOHA (1992)
 BX1312
 BX1312                         *CURRENT SURVEY CONTROL
 BX1312  ___________________________________________________________________
 BX1312* NAD 83(1986)-  31 35 54.     (N)    092 47 25.     (W)     SCALED    
 BX1312* NAVD 88     -        28.55   (+/-2cm)      93.7    (feet)  VERTCON   
 BX1312  ___________________________________________________________________
 BX1312  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1312
 BX1312  VERT ORDER  -  ? (See Below)
 BX1312
 BX1312.The horizontal coordinates were scaled from a topographic map and have
 BX1312.an estimated accuracy of +/- 6 seconds.
 BX1312
 BX1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1312.The vertical order pertains to the NGVD 29 superseded value.
 BX1312
 BX1312.The geoid height was determined by GEOID03.
 BX1312
 BX1312;                    North         East    Units  Estimated Accuracy
 BX1312;SPC LA N     -   121,820.      972,450.      MT  (+/- 180 meters Scaled)
 BX1312
 BX1312                          SUPERSEDED SURVEY CONTROL
 BX1312
 BX1312  NGVD 29 (??/??/??)   28.568  (m)           93.73   (f) ADJUSTED    ?  
 BX1312
 BX1312.Superseded values are not recommended for survey control.
 BX1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1312.See file dsdata.txt to determine how the superseded data were derived.
 BX1312
 BX1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ198959(NAD 83)
 BX1312_MARKER: B = BOLT
 BX1312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1312
 BX1312  HISTORY     - Date     Condition        Report By
 BX1312  HISTORY     - UNK      MONUMENTED       DOD
 BX1312  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX1312  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1312  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1312
 BX1312                          STATION DESCRIPTION
 BX1312
 BX1312'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1312'1.4 MI NW FROM ALOHA.
 BX1312'1.4 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 BX1312'ALOHA, GRANT PARISH, ABOUT 1/2 MILE SOUTHWEST ALONG A ROAD FROM THE
 BX1312'JUNCTION OF U.S. HIGHWAY 71, 94 FEET NORTHWEST OF THE NORTHWEST END OF
 BX1312'TRESTLE C90.37 OVER BAYOU CORNE FINE, 7 FEET NORTHWEST OF A CATTLEGAP,
 BX1312'AND 5 FEET NORTH OF THE NORTH RAIL.  A COPPER BOLT, SET IN THE TOP OF
 BX1312'A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BX1312'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1312'NOTE-- THE TRACK HAS BEEN RAISED 2 FEET AND THE MARK MAY BE BURIED OR
 BX1312'DESTROYED.
 BX1312
 BX1312                          STATION RECOVERY (1969)
 BX1312
 BX1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1312'MARK NOT FOUND.
 BX1312
 BX1312                          STATION RECOVERY (2001)
 BX1312
 BX1312'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1311 ***********************************************************************
 BX1311  DESIGNATION -  E 26 2 CAP
 BX1311  PID         -  BX1311
 BX1311  STATE/COUNTY-  LA/GRANT
 BX1311  USGS QUAD   -  ALOHA (1992)
 BX1311
 BX1311                         *CURRENT SURVEY CONTROL
 BX1311  ___________________________________________________________________
 BX1311* NAD 83(1986)-  31 35 54.     (N)    092 47 25.     (W)     SCALED    
 BX1311* NAVD 88     -        29.82   (+/-2cm)      97.8    (feet)  VERTCON   
 BX1311  ___________________________________________________________________
 BX1311  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1311
 BX1311  VERT ORDER  -  ? (See Below)
 BX1311
 BX1311.The horizontal coordinates were scaled from a topographic map and have
 BX1311.an estimated accuracy of +/- 6 seconds.
 BX1311
 BX1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1311.The vertical order pertains to the NGVD 29 superseded value.
 BX1311
 BX1311.The geoid height was determined by GEOID03.
 BX1311
 BX1311;                    North         East    Units  Estimated Accuracy
 BX1311;SPC LA N     -   121,820.      972,450.      MT  (+/- 180 meters Scaled)
 BX1311
 BX1311                          SUPERSEDED SURVEY CONTROL
 BX1311
 BX1311  NGVD 29 (??/??/??)   29.833  (m)           97.88   (f) ADJUSTED    ?  
 BX1311
 BX1311.Superseded values are not recommended for survey control.
 BX1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1311.See file dsdata.txt to determine how the superseded data were derived.
 BX1311
 BX1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ198959(NAD 83)
 BX1311_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1311
 BX1311  HISTORY     - Date     Condition        Report By
 BX1311  HISTORY     - UNK      MONUMENTED       DOD
 BX1311  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX1311  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1311
 BX1311                          STATION DESCRIPTION
 BX1311
 BX1311'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1311'1.4 MI NW FROM ALOHA.
 BX1311'1.4 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 BX1311'ALOHA, GRANT PARISH, ABOUT 1/2 MILE SOUTHWEST ALONG A ROAD FROM THE
 BX1311'JUNCTION OF U.S. HIGHWAY 71, 94 FEET NORTHWEST OF THE NORTHWEST END OF
 BX1311'TRESTLE C90.37 OVER BAYOU CORNE FINE, 7 FEET NORTHWEST OF A CATTLEGAP,
 BX1311'AND 5 FEET NORTH OF THE NORTH RAIL.  AN IRON PIPE BEARING A CORPS OF
 BX1311'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- THE TRACK HAS BEEN RAISED
 BX1311'2 FEET AND THE MARK MAY BE BURIED OR DESTROYED.
 BX1311
 BX1311                          STATION RECOVERY (1969)
 BX1311
 BX1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1318 ***********************************************************************
 BX1318  DESIGNATION -  E 26 3 BOLT
 BX1318  PID         -  BX1318
 BX1318  STATE/COUNTY-  LA/NATCHITOCHES
 BX1318  USGS QUAD   -  MONTGOMERY (1993)
 BX1318
 BX1318                         *CURRENT SURVEY CONTROL
 BX1318  ___________________________________________________________________
 BX1318* NAD 83(1986)-  31 39 12.     (N)    092 58 09.     (W)     SCALED    
 BX1318* NAVD 88     -        30.15   (+/-2cm)      98.9    (feet)  VERTCON   
 BX1318  ___________________________________________________________________
 BX1318  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1318
 BX1318  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1318
 BX1318.The horizontal coordinates were scaled from a topographic map and have
 BX1318.an estimated accuracy of +/- 6 seconds.
 BX1318
 BX1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1318.The vertical order pertains to the NGVD 29 superseded value.
 BX1318
 BX1318.The geoid height was determined by GEOID03.
 BX1318
 BX1318;                    North         East    Units  Estimated Accuracy
 BX1318;SPC LA N     -   127,970.      955,500.      MT  (+/- 180 meters Scaled)
 BX1318
 BX1318                          SUPERSEDED SURVEY CONTROL
 BX1318
 BX1318  NGVD 29 (??/??/??)   30.178  (m)           99.01   (f) ADJUSTED    1 2
 BX1318
 BX1318.Superseded values are not recommended for survey control.
 BX1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1318.See file dsdata.txt to determine how the superseded data were derived.
 BX1318
 BX1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR029020(NAD 83)
 BX1318_MARKER: B = BOLT
 BX1318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1318_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1318
 BX1318  HISTORY     - Date     Condition        Report By
 BX1318  HISTORY     - UNK      MONUMENTED       DOD
 BX1318  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1318
 BX1318                          STATION DESCRIPTION
 BX1318
 BX1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1318'2.6 MI SE FROM BERMUDA.
 BX1318'0.6 MILE SOUTH ALONG STATE HIGHWAY 423 FROM BERMUDA, NATCHITOCHES
 BX1318'PARISH, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 1173.  ABOUT 4-1/2
 BX1318'MILES WEST OF THE JUNCTION OF STATE HIGHWAY 605, AT COGNAC, IN THE
 BX1318'SOUTHEAST CORNER OF THE BURTON SCHOOL YARD, 25 FEET NORTHEAST OF THE
 BX1318'CENTERLINE OF THE HIGHWAY, AT A FENCE CORNER, 5 FEET NORTH OF THE
 BX1318'EAST-AND-WEST FENCE, AND 3 FEET WEST OF THE OTHER FENCE.  A COPPER
 BX1318'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BX1318'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BX1318'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1317 ***********************************************************************
 BX1317  DESIGNATION -  E 26 3 CAP
 BX1317  PID         -  BX1317
 BX1317  STATE/COUNTY-  LA/NATCHITOCHES
 BX1317  USGS QUAD   -  MONTGOMERY (1993)
 BX1317
 BX1317                         *CURRENT SURVEY CONTROL
 BX1317  ___________________________________________________________________
 BX1317* NAD 83(1986)-  31 39 12.     (N)    092 58 09.     (W)     SCALED    
 BX1317* NAVD 88     -        31.43   (+/-2cm)     103.1    (feet)  VERTCON   
 BX1317  ___________________________________________________________________
 BX1317  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1317
 BX1317  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1317
 BX1317.The horizontal coordinates were scaled from a topographic map and have
 BX1317.an estimated accuracy of +/- 6 seconds.
 BX1317
 BX1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1317.The vertical order pertains to the NGVD 29 superseded value.
 BX1317
 BX1317.The geoid height was determined by GEOID03.
 BX1317
 BX1317;                    North         East    Units  Estimated Accuracy
 BX1317;SPC LA N     -   127,970.      955,500.      MT  (+/- 180 meters Scaled)
 BX1317
 BX1317                          SUPERSEDED SURVEY CONTROL
 BX1317
 BX1317  NGVD 29 (??/??/??)   31.462  (m)          103.22   (f) ADJUSTED    1 2
 BX1317
 BX1317.Superseded values are not recommended for survey control.
 BX1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1317.See file dsdata.txt to determine how the superseded data were derived.
 BX1317
 BX1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR029020(NAD 83)
 BX1317_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1317
 BX1317  HISTORY     - Date     Condition        Report By
 BX1317  HISTORY     - UNK      MONUMENTED       DOD
 BX1317  HISTORY     - 1938     GOOD             CGS
 BX1317  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1317
 BX1317                          STATION DESCRIPTION
 BX1317
 BX1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1317'2.6 MI SE FROM BERMUDA.
 BX1317'0.6 MILE SOUTH ALONG STATE HIGHWAY 423 FROM BERMUDA, NATCHITOCHES
 BX1317'PARISH, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 1173.  ABOUT 4-1/2
 BX1317'MILES WEST OF THE JUNCTION OF STATE HIGHWAY 605, AT COGNAC, IN THE
 BX1317'SOUTHEAST CORNER OF THE BURTON SCHOOL YARD, 25 FEET NORTHEAST OF THE
 BX1317'CENTERLINE OF THE HIGHWAY, AT A FENCE CORNER, 5 FEET NORTH OF THE
 BX1317'EAST-AND-WEST FENCE, AND 3 FEET WEST OF THE OTHER FENCE.  AN IRON PIPE
 BX1317'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1317
 BX1317                          STATION RECOVERY (1969)
 BX1317
 BX1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1321 ***********************************************************************
 BX1321  DESIGNATION -  E 26 4 BOLT
 BX1321  PID         -  BX1321
 BX1321  STATE/COUNTY-  LA/NATCHITOCHES
 BX1321  USGS QUAD   -  MONTGOMERY (1993)
 BX1321
 BX1321                         *CURRENT SURVEY CONTROL
 BX1321  ___________________________________________________________________
 BX1321* NAD 83(1986)-  31 39 12.     (N)    092 58 09.     (W)     SCALED    
 BX1321* NAVD 88     -        29.85   (+/-2cm)      97.9    (feet)  VERTCON   
 BX1321  ___________________________________________________________________
 BX1321  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1321
 BX1321  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1321
 BX1321.The horizontal coordinates were scaled from a topographic map and have
 BX1321.an estimated accuracy of +/- 6 seconds.
 BX1321
 BX1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1321.The vertical order pertains to the NGVD 29 superseded value.
 BX1321
 BX1321.The geoid height was determined by GEOID03.
 BX1321
 BX1321;                    North         East    Units  Estimated Accuracy
 BX1321;SPC LA N     -   127,970.      955,500.      MT  (+/- 180 meters Scaled)
 BX1321
 BX1321                          SUPERSEDED SURVEY CONTROL
 BX1321
 BX1321  NGVD 29 (??/??/??)   29.878  (m)           98.02   (f) ADJUSTED    1 2
 BX1321
 BX1321.Superseded values are not recommended for survey control.
 BX1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1321.See file dsdata.txt to determine how the superseded data were derived.
 BX1321
 BX1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR029020(NAD 83)
 BX1321_MARKER: B = BOLT
 BX1321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1321
 BX1321  HISTORY     - Date     Condition        Report By
 BX1321  HISTORY     - UNK      MONUMENTED       DOD
 BX1321  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1321
 BX1321                          STATION DESCRIPTION
 BX1321
 BX1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1321'2.5 MI SE FROM BERMUDA.
 BX1321'0.6 MILE SOUTH ALONG STATE HIGHWAY 423 FROM BERMUDA, NATCHITOCHES
 BX1321'PARISH, THENCE 1.9 MILES EAST ALONG STATE HIGHWAY 1173.  AT COGNAC,
 BX1321'125 FEET SOUTHEAST OF A GENERAL STORE, 50 FEET NORTHWEST OF A 20-INCH
 BX1321'PECAN TREE IN A WASH, AND 35 FEET NORTHEAST OF THE CENTERLINE OF THE
 BX1321'HIGHWAY.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 BX1321'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1321'ENGINEERS, U.S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1320 ***********************************************************************
 BX1320  DESIGNATION -  E 26 4 CAP
 BX1320  PID         -  BX1320
 BX1320  STATE/COUNTY-  LA/NATCHITOCHES
 BX1320  USGS QUAD   -  MONTGOMERY (1993)
 BX1320
 BX1320                         *CURRENT SURVEY CONTROL
 BX1320  ___________________________________________________________________
 BX1320* NAD 83(1986)-  31 39 12.     (N)    092 58 09.     (W)     SCALED    
 BX1320* NAVD 88     -        31.17   (+/-2cm)     102.3    (feet)  VERTCON   
 BX1320  ___________________________________________________________________
 BX1320  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1320
 BX1320  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1320
 BX1320.The horizontal coordinates were scaled from a topographic map and have
 BX1320.an estimated accuracy of +/- 6 seconds.
 BX1320
 BX1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1320.The vertical order pertains to the NGVD 29 superseded value.
 BX1320
 BX1320.The geoid height was determined by GEOID03.
 BX1320
 BX1320;                    North         East    Units  Estimated Accuracy
 BX1320;SPC LA N     -   127,970.      955,500.      MT  (+/- 180 meters Scaled)
 BX1320
 BX1320                          SUPERSEDED SURVEY CONTROL
 BX1320
 BX1320  NGVD 29 (??/??/??)   31.200  (m)          102.36   (f) ADJUSTED    1 2
 BX1320
 BX1320.Superseded values are not recommended for survey control.
 BX1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1320.See file dsdata.txt to determine how the superseded data were derived.
 BX1320
 BX1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR029020(NAD 83)
 BX1320_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1320
 BX1320  HISTORY     - Date     Condition        Report By
 BX1320  HISTORY     - UNK      MONUMENTED       DOD
 BX1320  HISTORY     - 1938     GOOD             CGS
 BX1320  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1320
 BX1320                          STATION DESCRIPTION
 BX1320
 BX1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1320'2.5 MI SE FROM BERMUDA.
 BX1320'0.6 MILE SOUTH ALONG STATE HIGHWAY 423 FROM BERMUDA, NATCHITOCHES
 BX1320'PARISH, THENCE 1.9 MILES EAST ALONG STATE HIGHWAY 1173.  AT COGNAC,
 BX1320'125 FEET SOUTHEAST OF A GENERAL STORE, 50 FEET NORTHWEST OF A 20-INCH
 BX1320'PECAN TREE IN A WASH, AND 35 FEET NORTHEAST OF THE CENTERLINE OF THE
 BX1320'HIGHWAY.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY
 BX1320'STANDARD CAP.
 BX1320
 BX1320                          STATION RECOVERY (1969)
 BX1320
 BX1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1325 ***********************************************************************
 BX1325  DESIGNATION -  E 26 5 BOLT
 BX1325  PID         -  BX1325
 BX1325  STATE/COUNTY-  LA/NATCHITOCHES
 BX1325  USGS QUAD   -  MONTGOMERY (1993)
 BX1325
 BX1325                         *CURRENT SURVEY CONTROL
 BX1325  ___________________________________________________________________
 BX1325* NAD 83(1986)-  31 39 25.     (N)    093 00 00.     (W)     SCALED    
 BX1325* NAVD 88     -        33.02   (+/-2cm)     108.3    (feet)  VERTCON   
 BX1325  ___________________________________________________________________
 BX1325  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1325
 BX1325  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1325
 BX1325.The horizontal coordinates were scaled from a topographic map and have
 BX1325.an estimated accuracy of +/- 6 seconds.
 BX1325
 BX1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1325.The vertical order pertains to the NGVD 29 superseded value.
 BX1325
 BX1325.The geoid height was determined by GEOID03.
 BX1325
 BX1325;                    North         East    Units  Estimated Accuracy
 BX1325;SPC LA N     -   128,390.      952,580.      MT  (+/- 180 meters Scaled)
 BX1325
 BX1325                          SUPERSEDED SURVEY CONTROL
 BX1325
 BX1325  NGVD 29 (??/??/??)   33.051  (m)          108.43   (f) ADJUSTED    1 2
 BX1325
 BX1325.Superseded values are not recommended for survey control.
 BX1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1325.See file dsdata.txt to determine how the superseded data were derived.
 BX1325
 BX1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR000024(NAD 83)
 BX1325_MARKER: B = BOLT
 BX1325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1325
 BX1325  HISTORY     - Date     Condition        Report By
 BX1325  HISTORY     - UNK      MONUMENTED       DOD
 BX1325  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1325
 BX1325                          STATION DESCRIPTION
 BX1325
 BX1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1325'IN BERMUDA.
 BX1325'AT BERMUDA, NATCHITOCHES PARISH, 0.5 MILE SOUTH OF THE EAST END OF THE
 BX1325'BRIDGE OVER CANE RIVER, ON THE EAST SIDE OF CANE RIVER LAKE, 45 FEET
 BX1325'SOUTHWEST OF THE SOUTHWEST CORNER OF THE S.O. STROUD RESIDENCE, 27
 BX1325'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH OF THE
 BX1325'SOUTHWEST FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE
 BX1325'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BX1325'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1324 ***********************************************************************
 BX1324  DESIGNATION -  E 26 5 CAP
 BX1324  PID         -  BX1324
 BX1324  STATE/COUNTY-  LA/NATCHITOCHES
 BX1324  USGS QUAD   -  MONTGOMERY (1993)
 BX1324
 BX1324                         *CURRENT SURVEY CONTROL
 BX1324  ___________________________________________________________________
 BX1324* NAD 83(1986)-  31 39 25.     (N)    093 00 00.     (W)     SCALED    
 BX1324* NAVD 88     -        34.26   (+/-2cm)     112.4    (feet)  VERTCON   
 BX1324  ___________________________________________________________________
 BX1324  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1324
 BX1324  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1324
 BX1324.The horizontal coordinates were scaled from a topographic map and have
 BX1324.an estimated accuracy of +/- 6 seconds.
 BX1324
 BX1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1324.The vertical order pertains to the NGVD 29 superseded value.
 BX1324
 BX1324.The geoid height was determined by GEOID03.
 BX1324
 BX1324;                    North         East    Units  Estimated Accuracy
 BX1324;SPC LA N     -   128,390.      952,580.      MT  (+/- 180 meters Scaled)
 BX1324
 BX1324                          SUPERSEDED SURVEY CONTROL
 BX1324
 BX1324  NGVD 29 (??/??/??)   34.295  (m)          112.52   (f) ADJUSTED    1 2
 BX1324
 BX1324.Superseded values are not recommended for survey control.
 BX1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1324.See file dsdata.txt to determine how the superseded data were derived.
 BX1324
 BX1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR000024(NAD 83)
 BX1324_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1324
 BX1324  HISTORY     - Date     Condition        Report By
 BX1324  HISTORY     - UNK      MONUMENTED       DOD
 BX1324  HISTORY     - 1938     GOOD             CGS
 BX1324  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1324
 BX1324                          STATION DESCRIPTION
 BX1324
 BX1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1324'IN BERMUDA.
 BX1324'AT BERMUDA, NATCHITOCHES PARISH, 0.5 MILE SOUTH OF THE EAST END OF THE
 BX1324'BRIDGE OVER CANE RIVER, ON THE EAST SIDE OF CANE RIVER LAKE, 45 FEET
 BX1324'SOUTHWEST OF THE SOUTHWEST CORNER OF THE S.O. STROUD RESIDENCE, 27
 BX1324'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH OF THE
 BX1324'SOUTHWEST FENCE CORNER.  AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 BX1324'U.S. ARMY, STANDARD CAP.
 BX1324
 BX1324                          STATION RECOVERY (1969)
 BX1324
 BX1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1306 ***********************************************************************
 BX1306  DESIGNATION -  E 26 6 BOLT
 BX1306  PID         -  BX1306
 BX1306  STATE/COUNTY-  LA/NATCHITOCHES
 BX1306  USGS QUAD   -  ALOHA (1992)
 BX1306
 BX1306                         *CURRENT SURVEY CONTROL
 BX1306  ___________________________________________________________________
 BX1306* NAD 83(1986)-  31 36 03.     (N)    092 50 27.     (W)     SCALED    
 BX1306* NAVD 88     -        29.63   (+/-2cm)      97.2    (feet)  VERTCON   
 BX1306  ___________________________________________________________________
 BX1306  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1306
 BX1306  VERT ORDER  -  ? (See Below)
 BX1306
 BX1306.The horizontal coordinates were scaled from a topographic map and have
 BX1306.an estimated accuracy of +/- 6 seconds.
 BX1306
 BX1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1306.The vertical order pertains to the NGVD 29 superseded value.
 BX1306
 BX1306.The geoid height was determined by GEOID03.
 BX1306
 BX1306;                    North         East    Units  Estimated Accuracy
 BX1306;SPC LA N     -   122,110.      967,660.      MT  (+/- 180 meters Scaled)
 BX1306
 BX1306                          SUPERSEDED SURVEY CONTROL
 BX1306
 BX1306  NGVD 29 (??/??/??)   29.650  (m)           97.28   (f) ADJUSTED    ?  
 BX1306
 BX1306.Superseded values are not recommended for survey control.
 BX1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1306.See file dsdata.txt to determine how the superseded data were derived.
 BX1306
 BX1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ150962(NAD 83)
 BX1306_MARKER: B = BOLT
 BX1306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1306
 BX1306  HISTORY     - Date     Condition        Report By
 BX1306  HISTORY     - UNK      MONUMENTED       DOD
 BX1306  HISTORY     - 1943     GOOD             CGS
 BX1306  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1306
 BX1306                          STATION DESCRIPTION
 BX1306
 BX1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1306'IN ODRA.
 BX1306'30 FEET WEST OF STATE HIGHWAY 605, AND 30 FEET SOUTH OF THE RIVER
 BX1306'BANK.  AT ODRA, NATCHITOCHES PARISH, AT BUXTON LANDING, ON THE RIGHT
 BX1306'BANK OF RED RIVER, ON STATE HIGHWAY 605, 0.1 MILE NORTHWEST OF A
 BX1306'SMOKEHOUSE ON THE C.D. HICKMAN PLANTATION, AT THE NORTHEAST CORNER OF
 BX1306'A GARDEN, 30 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 BX1306'LEADING SOUTHEAST, AND 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 BX1306'A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 BX1306'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1306'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1306
 BX1306                          STATION RECOVERY (1969)
 BX1306
 BX1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1305 ***********************************************************************
 BX1305  DESIGNATION -  E 26 6 CAP
 BX1305  PID         -  BX1305
 BX1305  STATE/COUNTY-  LA/NATCHITOCHES
 BX1305  USGS QUAD   -  ALOHA (1992)
 BX1305
 BX1305                         *CURRENT SURVEY CONTROL
 BX1305  ___________________________________________________________________
 BX1305* NAD 83(1986)-  31 36 03.     (N)    092 50 27.     (W)     SCALED    
 BX1305* NAVD 88     -        30.95   (+/-2cm)     101.5    (feet)  VERTCON   
 BX1305  ___________________________________________________________________
 BX1305  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1305
 BX1305  VERT ORDER  -  ? (See Below)
 BX1305
 BX1305.The horizontal coordinates were scaled from a topographic map and have
 BX1305.an estimated accuracy of +/- 6 seconds.
 BX1305
 BX1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1305.The vertical order pertains to the NGVD 29 superseded value.
 BX1305
 BX1305.The geoid height was determined by GEOID03.
 BX1305
 BX1305;                    North         East    Units  Estimated Accuracy
 BX1305;SPC LA N     -   122,110.      967,660.      MT  (+/- 180 meters Scaled)
 BX1305
 BX1305                          SUPERSEDED SURVEY CONTROL
 BX1305
 BX1305  NGVD 29 (??/??/??)   30.970  (m)          101.61   (f) ADJUSTED    ?  
 BX1305
 BX1305.Superseded values are not recommended for survey control.
 BX1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1305.See file dsdata.txt to determine how the superseded data were derived.
 BX1305
 BX1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ150962(NAD 83)
 BX1305_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1305_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1305
 BX1305  HISTORY     - Date     Condition        Report By
 BX1305  HISTORY     - UNK      MONUMENTED       DOD
 BX1305  HISTORY     - 1943     GOOD             CGS
 BX1305  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1305
 BX1305                          STATION DESCRIPTION
 BX1305
 BX1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1305'IN ODRA.
 BX1305'30 FEET WEST OF STATE HIGHWAY 605, AND 30 FEET SOUTH OF THE RIVER
 BX1305'BANK.  AT ODRA, NATCHITOCHES PARISH, AT BUXTON LANDING, ON THE RIGHT
 BX1305'BANK OF RED RIVER, ON STATE HIGHWAY 605, 0.1 MILE NORTHWEST OF A
 BX1305'SMOKEHOUSE ON THE C.D. HICKMAN PLANTATION, AT THE NORTHEAST CORNER OF
 BX1305'A GARDEN, 30 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 BX1305'LEADING SOUTHEAST, AND 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 BX1305'AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1305
 BX1305                          STATION RECOVERY (1969)
 BX1305
 BX1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1303 ***********************************************************************
 BX1303  DESIGNATION -  E 26 7 BOLT
 BX1303  PID         -  BX1303
 BX1303  STATE/COUNTY-  LA/NATCHITOCHES
 BX1303  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1303
 BX1303                         *CURRENT SURVEY CONTROL
 BX1303  ___________________________________________________________________
 BX1303* NAD 83(1986)-  31 37 08.     (N)    092 52 40.     (W)     SCALED    
 BX1303* NAVD 88     -        29.24   (+/-2cm)      95.9    (feet)  VERTCON   
 BX1303  ___________________________________________________________________
 BX1303  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1303
 BX1303  VERT ORDER  -  ? (See Below)
 BX1303
 BX1303.The horizontal coordinates were scaled from a topographic map and have
 BX1303.an estimated accuracy of +/- 6 seconds.
 BX1303
 BX1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1303.The vertical order pertains to the NGVD 29 superseded value.
 BX1303
 BX1303.The geoid height was determined by GEOID03.
 BX1303
 BX1303;                    North         East    Units  Estimated Accuracy
 BX1303;SPC LA N     -   124,120.      964,160.      MT  (+/- 180 meters Scaled)
 BX1303
 BX1303                          SUPERSEDED SURVEY CONTROL
 BX1303
 BX1303  NGVD 29 (??/??/??)   29.261  (m)           96.00   (f) ADJUSTED    ?  
 BX1303
 BX1303.Superseded values are not recommended for survey control.
 BX1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1303.See file dsdata.txt to determine how the superseded data were derived.
 BX1303
 BX1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ115982(NAD 83)
 BX1303_MARKER: B = BOLT
 BX1303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1303
 BX1303  HISTORY     - Date     Condition        Report By
 BX1303  HISTORY     - UNK      MONUMENTED       DOD
 BX1303  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1303  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1303
 BX1303                          STATION DESCRIPTION
 BX1303
 BX1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1303'2.7 MI NW FROM ODRA.
 BX1303'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 605 FROM THE HICKMAN
 BX1303'PLANTATION AT ODRA, NATCHITOCHES PARISH, ON THE RIGHT BANK OF RED
 BX1303'RIVER, ABOUT 200 FEET SOUTH OF THE TOP BANK OF THE RIVER, AND AT AN
 BX1303'ANGLE IN A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 BX1303'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 BX1303'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1303
 BX1303                          STATION RECOVERY (2001)
 BX1303
 BX1303'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX1303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1302 ***********************************************************************
 BX1302  DESIGNATION -  E 26 7 CAP
 BX1302  PID         -  BX1302
 BX1302  STATE/COUNTY-  LA/NATCHITOCHES
 BX1302  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1302
 BX1302                         *CURRENT SURVEY CONTROL
 BX1302  ___________________________________________________________________
 BX1302* NAD 83(1986)-  31 37 08.     (N)    092 52 40.     (W)     SCALED    
 BX1302* NAVD 88     -        30.56   (+/-2cm)     100.3    (feet)  VERTCON   
 BX1302  ___________________________________________________________________
 BX1302  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1302
 BX1302  VERT ORDER  -  ? (See Below)
 BX1302
 BX1302.The horizontal coordinates were scaled from a topographic map and have
 BX1302.an estimated accuracy of +/- 6 seconds.
 BX1302
 BX1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1302.The vertical order pertains to the NGVD 29 superseded value.
 BX1302
 BX1302.The geoid height was determined by GEOID03.
 BX1302
 BX1302;                    North         East    Units  Estimated Accuracy
 BX1302;SPC LA N     -   124,120.      964,160.      MT  (+/- 180 meters Scaled)
 BX1302
 BX1302                          SUPERSEDED SURVEY CONTROL
 BX1302
 BX1302  NGVD 29 (??/??/??)   30.585  (m)          100.34   (f) ADJUSTED    ?  
 BX1302
 BX1302.Superseded values are not recommended for survey control.
 BX1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1302.See file dsdata.txt to determine how the superseded data were derived.
 BX1302
 BX1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ115982(NAD 83)
 BX1302_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1302_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1302
 BX1302  HISTORY     - Date     Condition        Report By
 BX1302  HISTORY     - UNK      MONUMENTED       DOD
 BX1302  HISTORY     - 1969     GOOD             CGS
 BX1302
 BX1302                          STATION DESCRIPTION
 BX1302
 BX1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1302'2.7 MI NW FROM ODRA.
 BX1302'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 605 FROM THE HICKMAN
 BX1302'PLANTATION AT ODRA, NATCHITOCHES PARISH, ON THE RIGHT BANK OF RED
 BX1302'RIVER, ABOUT 200 FEET SOUTH OF THE TOP BANK OF THE RIVER, AND AT AN
 BX1302'ANGLE IN A FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BX1302'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1297 ***********************************************************************
 BX1297  DESIGNATION -  E 26 9 BOLT
 BX1297  PID         -  BX1297
 BX1297  STATE/COUNTY-  LA/NATCHITOCHES
 BX1297  USGS QUAD   -  MONTGOMERY (1993)
 BX1297
 BX1297                         *CURRENT SURVEY CONTROL
 BX1297  ___________________________________________________________________
 BX1297* NAD 83(1986)-  31 39 11.     (N)    092 54 20.     (W)     SCALED    
 BX1297* NAVD 88     -        30.47   (+/-2cm)     100.0    (feet)  VERTCON   
 BX1297  ___________________________________________________________________
 BX1297  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1297
 BX1297  VERT ORDER  -  ? (See Below)
 BX1297
 BX1297.The horizontal coordinates were scaled from a topographic map and have
 BX1297.an estimated accuracy of +/- 6 seconds.
 BX1297
 BX1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1297.The vertical order pertains to the NGVD 29 superseded value.
 BX1297
 BX1297.The geoid height was determined by GEOID03.
 BX1297
 BX1297;                    North         East    Units  Estimated Accuracy
 BX1297;SPC LA N     -   127,920.      961,540.      MT  (+/- 180 meters Scaled)
 BX1297
 BX1297                          SUPERSEDED SURVEY CONTROL
 BX1297
 BX1297  NGVD 29 (??/??/??)   30.491  (m)          100.04   (f) ADJUSTED    ?  
 BX1297
 BX1297.Superseded values are not recommended for survey control.
 BX1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1297.See file dsdata.txt to determine how the superseded data were derived.
 BX1297
 BX1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR089019(NAD 83)
 BX1297_MARKER: B = BOLT
 BX1297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1297_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1297
 BX1297  HISTORY     - Date     Condition        Report By
 BX1297  HISTORY     - UNK      MONUMENTED       DOD
 BX1297  HISTORY     - 1956     MARK NOT FOUND   USGS
 BX1297  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1297
 BX1297                          STATION DESCRIPTION
 BX1297
 BX1297'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BX1297'7.8 MI NW FROM ODRA.
 BX1297'IN NATCHITOCHES PARISH, 7.7 MILES NORTHWEST ALONG STATE HIGHWAY 605
 BX1297'FROM THE HICKMAN PLANTATION AT ODRA, NATCHITOCHES PARISH, THENCE 0.1
 BX1297'MILE NORTH ALONG STATE HIGHWAY 1173.  1.9 MILES SOUTHWEST OF
 BX1297'MONTGOMERY, GRANT PARISH, ABOUT 1/2 MILE SOUTHWEST OF THE MONTGOMERY
 BX1297'FERRY LANDING, ON THE RIGHT BANK OF RED RIVER, 75 FEET SOUTHEAST OF
 BX1297'THE L. DELME RESIDENCE, AND IN THE SOUTHEAST CORNER OF THE YARD.  A
 BX1297'COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 BX1297'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1297'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1297
 BX1297                          STATION RECOVERY (1969)
 BX1297
 BX1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1296 ***********************************************************************
 BX1296  DESIGNATION -  E 26 9 CAP
 BX1296  PID         -  BX1296
 BX1296  STATE/COUNTY-  LA/NATCHITOCHES
 BX1296  USGS QUAD   -  MONTGOMERY (1993)
 BX1296
 BX1296                         *CURRENT SURVEY CONTROL
 BX1296  ___________________________________________________________________
 BX1296* NAD 83(1986)-  31 39 11.     (N)    092 54 20.     (W)     SCALED    
 BX1296* NAVD 88     -        31.74   (+/-2cm)     104.1    (feet)  VERTCON   
 BX1296  ___________________________________________________________________
 BX1296  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX1296
 BX1296  VERT ORDER  -  ? (See Below)
 BX1296
 BX1296.The horizontal coordinates were scaled from a topographic map and have
 BX1296.an estimated accuracy of +/- 6 seconds.
 BX1296
 BX1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1296.The vertical order pertains to the NGVD 29 superseded value.
 BX1296
 BX1296.The geoid height was determined by GEOID03.
 BX1296
 BX1296;                    North         East    Units  Estimated Accuracy
 BX1296;SPC LA N     -   127,920.      961,540.      MT  (+/- 180 meters Scaled)
 BX1296
 BX1296                          SUPERSEDED SURVEY CONTROL
 BX1296
 BX1296  NGVD 29 (??/??/??)   31.766  (m)          104.22   (f) ADJUSTED    ?  
 BX1296
 BX1296.Superseded values are not recommended for survey control.
 BX1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1296.See file dsdata.txt to determine how the superseded data were derived.
 BX1296
 BX1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR089019(NAD 83)
 BX1296_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1296_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1296
 BX1296  HISTORY     - Date     Condition        Report By
 BX1296  HISTORY     - UNK      MONUMENTED       DOD
 BX1296  HISTORY     - 1956     MARK NOT FOUND   USGS
 BX1296  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1296
 BX1296                          STATION DESCRIPTION
 BX1296
 BX1296'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BX1296'7.8 MI NW FROM ODRA.
 BX1296'IN NATCHITOCHES PARISH, 7.7 MILES NORTHWEST ALONG STATE HIGHWAY 605
 BX1296'FROM THE HICKMAN PLANTATION AT ODRA, NATCHITOCHES PARISH, THENCE 0.1
 BX1296'MILE NORTH ALONG STATE HIGHWAY 1173.  1.9 MILES SOUTHWEST OF
 BX1296'MONTGOMERY, GRANT PARISH, ABOUT 1/2 MILE SOUTHWEST OF THE MONTGOMERY
 BX1296'FERRY LANDING, ON THE RIGHT BANK OF RED RIVER, 75 FEET SOUTHEAST OF
 BX1296'THE L. DELME RESIDENCE, AND IN THE SOUTHEAST CORNER OF THE YARD.  AN
 BX1296'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1296
 BX1296                          STATION RECOVERY (1969)
 BX1296
 BX1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1857 ***********************************************************************
 CQ1857  DESIGNATION -  E 260
 CQ1857  PID         -  CQ1857
 CQ1857  STATE/COUNTY-  LA/CADDO
 CQ1857  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1857
 CQ1857                         *CURRENT SURVEY CONTROL
 CQ1857  ___________________________________________________________________
 CQ1857* NAD 83(1986)-  32 20 44.     (N)    093 39 27.     (W)     SCALED    
 CQ1857* NAVD 88     -        47.017  (meters)     154.25   (feet)  ADJUSTED  
 CQ1857  ___________________________________________________________________
 CQ1857  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1857  DYNAMIC HT  -          46.964 (meters)     154.08  (feet)  COMP
 CQ1857  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CQ1857
 CQ1857  VERT ORDER  -  FIRST     CLASS I
 CQ1857
 CQ1857.The horizontal coordinates were scaled from a topographic map and have
 CQ1857.an estimated accuracy of +/- 6 seconds.
 CQ1857
 CQ1857.The orthometric height was determined by differential leveling
 CQ1857.and adjusted by the National Geodetic Survey in February 1994..
 CQ1857
 CQ1857.The geoid height was determined by GEOID03.
 CQ1857
 CQ1857.The dynamic height is computed by dividing the NAVD 88
 CQ1857.geopotential number by the normal gravity value computed on the
 CQ1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1857.degrees latitude (g = 980.6199 gals.).
 CQ1857
 CQ1857.The modeled gravity was interpolated from observed gravity values.
 CQ1857
 CQ1857;                    North         East    Units  Estimated Accuracy
 CQ1857;SPC LA N     -   205,210.      891,050.      MT  (+/- 180 meters Scaled)
 CQ1857
 CQ1857                          SUPERSEDED SURVEY CONTROL
 CQ1857
 CQ1857  NAVD 88 (06/15/91)   47.021  (m)          154.27   (f) UNKNOWN     1 1
 CQ1857  NGVD 29 (??/??/??)   47.081  (m)          154.46   (f) ADJUSTED    1 1
 CQ1857
 CQ1857.Superseded values are not recommended for survey control.
 CQ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1857.See file dsdata.txt to determine how the superseded data were derived.
 CQ1857
 CQ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR381789(NAD 83)
 CQ1857_MARKER: DB = BENCH MARK DISK
 CQ1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1857_SP_SET: CONCRETE FLOOR
 CQ1857_STAMPING: E 260 1969
 CQ1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1857
 CQ1857  HISTORY     - Date     Condition        Report By
 CQ1857  HISTORY     - 1969     MONUMENTED       CGS
 CQ1857  HISTORY     - 1977     GOOD             NGS
 CQ1857  HISTORY     - 19941023 GOOD             USPSQD
 CQ1857  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1857
 CQ1857                          STATION DESCRIPTION
 CQ1857
 CQ1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1857'9.45 MI S FROM SHREVEPORT.
 CQ1857'ABOUT 8.05 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1857'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, THENCE 1.4
 CQ1857'MILES SOUTHWEST ALONG ROBSON ROAD TO THE NAYLOR AIRPORT, IN SECTION
 CQ1857'38, T 16 N, R 13 W, 209 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET
 CQ1857'IN THE CENTER OF THE TOP OF THE NORTH EDGE OF THE CONCRETE FLOOR OF
 CQ1857'THE MORE SOUTHERLY OF TWO HANGARS, 109 FEET EAST OF THE CENTER LINE OF
 CQ1857'A GRAVELED ROAD, 0.5 FOOT SOUTH OF THE NORTH EDGE OF THE FLOOR, AND
 CQ1857'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CQ1857
 CQ1857                          STATION RECOVERY (1977)
 CQ1857
 CQ1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1857'RECOVERED IN GOOD CONDITION.
 CQ1857
 CQ1857                          STATION RECOVERY (1994)
 CQ1857
 CQ1857'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1857'RECOVERED IN GOOD CONDITION.
 CQ1857
 CQ1857                          STATION RECOVERY (2000)
 CQ1857
 CQ1857'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1482 ***********************************************************************
 CQ1482  DESIGNATION -  E 261
 CQ1482  PID         -  CQ1482
 CQ1482  STATE/COUNTY-  LA/RED RIVER
 CQ1482  USGS QUAD   -  EAST POINT (1979)
 CQ1482
 CQ1482                         *CURRENT SURVEY CONTROL
 CQ1482  ___________________________________________________________________
 CQ1482* NAD 83(1986)-  32 07 45.     (N)    093 28 47.     (W)     SCALED    
 CQ1482* NAVD 88     -        41.671  (meters)     136.72   (feet)  ADJUSTED  
 CQ1482  ___________________________________________________________________
 CQ1482  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1482  DYNAMIC HT  -          41.623 (meters)     136.56  (feet)  COMP
 CQ1482  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CQ1482
 CQ1482  VERT ORDER  -  FIRST     CLASS I
 CQ1482
 CQ1482.The horizontal coordinates were scaled from a topographic map and have
 CQ1482.an estimated accuracy of +/- 6 seconds.
 CQ1482
 CQ1482.The orthometric height was determined by differential leveling
 CQ1482.and adjusted by the National Geodetic Survey in February 1994..
 CQ1482
 CQ1482.The geoid height was determined by GEOID03.
 CQ1482
 CQ1482.The dynamic height is computed by dividing the NAVD 88
 CQ1482.geopotential number by the normal gravity value computed on the
 CQ1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1482.degrees latitude (g = 980.6199 gals.).
 CQ1482
 CQ1482.The modeled gravity was interpolated from observed gravity values.
 CQ1482
 CQ1482;                    North         East    Units  Estimated Accuracy
 CQ1482;SPC LA N     -   181,050.      907,560.      MT  (+/- 180 meters Scaled)
 CQ1482
 CQ1482                          SUPERSEDED SURVEY CONTROL
 CQ1482
 CQ1482  NAVD 88 (06/15/91)   41.670  (m)          136.71   (f) UNKNOWN     1 1
 CQ1482  NGVD 29 (??/??/??)   41.728  (m)          136.90   (f) ADJUSTED    1 1
 CQ1482
 CQ1482.Superseded values are not recommended for survey control.
 CQ1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1482.See file dsdata.txt to determine how the superseded data were derived.
 CQ1482
 CQ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR547548(NAD 83)
 CQ1482_MARKER: DB = BENCH MARK DISK
 CQ1482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1482_SP_SET: CULVERT
 CQ1482_STAMPING: E 261 1969
 CQ1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1482
 CQ1482  HISTORY     - Date     Condition        Report By
 CQ1482  HISTORY     - 1969     MONUMENTED       CGS
 CQ1482  HISTORY     - 1977     GOOD             NGS
 CQ1482  HISTORY     - 1987     GOOD             USPSQD
 CQ1482  HISTORY     - 19970916 GOOD             USPSQD
 CQ1482
 CQ1482                          STATION DESCRIPTION
 CQ1482
 CQ1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1482'13.55 MI NW FROM COUSHATTA.
 CQ1482'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1482'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1482'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 3.0 MILES NORTH
 CQ1482'ALONG STATE HIGHWAY 1, 0.5 MILE SOUTH OF THE JUNCTION OF THE HIGHWAY
 CQ1482'AND STATE HIGHWAY 509, 19 1/2 FEET WEST OF THE CENTER LINE OF THE
 CQ1482'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF
 CQ1482'A CONCRETE BOX CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CQ1482'HIGHWAY.
 CQ1482
 CQ1482                          STATION RECOVERY (1977)
 CQ1482
 CQ1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1482'RECOVERED IN GOOD CONDITION.
 CQ1482
 CQ1482                          STATION RECOVERY (1987)
 CQ1482
 CQ1482'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1482'RECOVERED IN GOOD CONDITION.
 CQ1482
 CQ1482                          STATION RECOVERY (1997)
 CQ1482
 CQ1482'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1069 ***********************************************************************
 BX1069  DESIGNATION -  E 262
 BX1069  PID         -  BX1069
 BX1069  STATE/COUNTY-  LA/GRANT
 BX1069  USGS QUAD   -  BOYCE (1992)
 BX1069
 BX1069                         *CURRENT SURVEY CONTROL
 BX1069  ___________________________________________________________________
 BX1069* NAD 83(1986)-  31 26 53.     (N)    092 40 30.     (W)     SCALED    
 BX1069* NAVD 88     -        27.410  (meters)      89.93   (feet)  ADJUSTED  
 BX1069  ___________________________________________________________________
 BX1069  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1069  DYNAMIC HT  -          27.378 (meters)      89.82  (feet)  COMP
 BX1069  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 BX1069
 BX1069  VERT ORDER  -  FIRST     CLASS I
 BX1069
 BX1069.The horizontal coordinates were scaled from a topographic map and have
 BX1069.an estimated accuracy of +/- 6 seconds.
 BX1069
 BX1069.The orthometric height was determined by differential leveling
 BX1069.and adjusted by the National Geodetic Survey in February 1994..
 BX1069
 BX1069.The geoid height was determined by GEOID03.
 BX1069
 BX1069.The dynamic height is computed by dividing the NAVD 88
 BX1069.geopotential number by the normal gravity value computed on the
 BX1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1069.degrees latitude (g = 980.6199 gals.).
 BX1069
 BX1069.The modeled gravity was interpolated from observed gravity values.
 BX1069
 BX1069;                    North         East    Units  Estimated Accuracy
 BX1069;SPC LA N     -   105,130.      983,370.      MT  (+/- 180 meters Scaled)
 BX1069
 BX1069                          SUPERSEDED SURVEY CONTROL
 BX1069
 BX1069  NAVD 88 (06/15/91)   27.410  (m)           89.93   (f) UNKNOWN     1 1
 BX1069  NGVD 29 (??/??/??)   27.413  (m)           89.94   (f) ADJUSTED    1 1
 BX1069
 BX1069.Superseded values are not recommended for survey control.
 BX1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1069.See file dsdata.txt to determine how the superseded data were derived.
 BX1069
 BX1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ308793(NAD 83)
 BX1069_MARKER: DB = BENCH MARK DISK
 BX1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1069_SP_SET: CULVERT
 BX1069_STAMPING: E 262 1969
 BX1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1069
 BX1069  HISTORY     - Date     Condition        Report By
 BX1069  HISTORY     - 1969     MONUMENTED       CGS
 BX1069  HISTORY     - 1977     GOOD             NGS
 BX1069  HISTORY     - 1988     GOOD             USPSQD
 BX1069
 BX1069                          STATION DESCRIPTION
 BX1069
 BX1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1069'4.45 MI N FROM BOYCE.
 BX1069'ABOUT 4.45 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1069'BOYCE, OR ABOUT 5.95 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1069'COURTHOUSE AT COLFAX, 17 1/2 FEET EAST OF THE CENTER LINE OF THE
 BX1069'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL
 BX1069'OF A 5-CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL
 BX1069'WITH THE HIGHWAY.
 BX1069
 BX1069                          STATION RECOVERY (1977)
 BX1069
 BX1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1069'RECOVERED IN GOOD CONDITION.
 BX1069
 BX1069                          STATION RECOVERY (1988)
 BX1069
 BX1069'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1049 ***********************************************************************
 BK1049  DESIGNATION -  E 263
 BK1049  PID         -  BK1049
 BK1049  STATE/COUNTY-  LA/ALLEN
 BK1049  USGS QUAD   -  PAWNEE (1972)
 BK1049
 BK1049                         *CURRENT SURVEY CONTROL
 BK1049  ___________________________________________________________________
 BK1049* NAD 83(1986)-  30 53 11.     (N)    092 37 44.     (W)     SCALED    
 BK1049* NAVD 88     -        39.153  (meters)     128.45   (feet)  ADJUSTED  
 BK1049  ___________________________________________________________________
 BK1049  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BK1049  DYNAMIC HT  -          39.103 (meters)     128.29  (feet)  COMP
 BK1049  MODELED GRAV-     979,371.8   (mgal)                       NAVD 88
 BK1049
 BK1049  VERT ORDER  -  FIRST     CLASS I
 BK1049
 BK1049.The horizontal coordinates were scaled from a topographic map and have
 BK1049.an estimated accuracy of +/- 6 seconds.
 BK1049
 BK1049.The orthometric height was determined by differential leveling
 BK1049.and adjusted by the National Geodetic Survey in February 1994..
 BK1049
 BK1049.The geoid height was determined by GEOID03.
 BK1049
 BK1049.The dynamic height is computed by dividing the NAVD 88
 BK1049.geopotential number by the normal gravity value computed on the
 BK1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1049.degrees latitude (g = 980.6199 gals.).
 BK1049
 BK1049.The modeled gravity was interpolated from observed gravity values.
 BK1049
 BK1049;                    North         East    Units  Estimated Accuracy
 BK1049;SPC LA S     -   265,230.      876,120.      MT  (+/- 180 meters Scaled)
 BK1049
 BK1049                          SUPERSEDED SURVEY CONTROL
 BK1049
 BK1049  NAVD 88 (06/15/91)   39.146  (m)          128.43   (f) UNKNOWN     1 1
 BK1049  NGVD 29 (??/??/??)   39.130  (m)          128.38   (f) ADJUSTED    1 1
 BK1049
 BK1049.Superseded values are not recommended for survey control.
 BK1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1049.See file dsdata.txt to determine how the superseded data were derived.
 BK1049
 BK1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ354170(NAD 83)
 BK1049_MARKER: DB = BENCH MARK DISK
 BK1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1049_SP_SET: CULVERT
 BK1049_STAMPING: E 263 1969
 BK1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1049
 BK1049  HISTORY     - Date     Condition        Report By
 BK1049  HISTORY     - 1969     MONUMENTED       CGS
 BK1049  HISTORY     - 1970     GOOD             NGS
 BK1049
 BK1049                          STATION DESCRIPTION
 BK1049
 BK1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1049'5.2 MI NE FROM OAKDALE.
 BK1049'ABOUT 5.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1049'STATION AT OAKDALE, IN SECTION 13, T 2 S, R 3 W, 16 POLES SOUTHWEST OF
 BK1049'MILEPOST 630, 85 FEET NORTHWEST OF THE NORTHWEST RAIL AND THE
 BK1049'NORTHEAST END OF RAILROAD TRESTLE NUMBER 630.5, SET IN THE TOP OF THE
 BK1049'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A 4-CHANNEL
 BK1049'CONCRETE CULVERT UNDER U.S. HIGHWAY 165, 22 FEET SOUTHEAST OF THE
 BK1049'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 6
 BK1049'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1813 ***********************************************************************
 BX1813  DESIGNATION -  E 264
 BX1813  PID         -  BX1813
 BX1813  STATE/COUNTY-  LA/RED RIVER
 BX1813  USGS QUAD   -  HANNA (1992)
 BX1813
 BX1813                         *CURRENT SURVEY CONTROL
 BX1813  ___________________________________________________________________
 BX1813* NAD 83(1986)-  31 59 34.     (N)    093 16 30.     (W)     SCALED    
 BX1813* NAVD 88     -        56.61   (+/-2cm)     185.7    (feet)  VERTCON   
 BX1813  ___________________________________________________________________
 BX1813  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1813
 BX1813  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1813
 BX1813.The horizontal coordinates were scaled from a topographic map and have
 BX1813.an estimated accuracy of +/- 6 seconds.
 BX1813
 BX1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1813.The vertical order pertains to the NGVD 29 superseded value.
 BX1813
 BX1813.The geoid height was determined by GEOID03.
 BX1813
 BX1813;                    North         East    Units  Estimated Accuracy
 BX1813;SPC LA N     -   165,770.      926,770.      MT  (+/- 180 meters Scaled)
 BX1813
 BX1813                          SUPERSEDED SURVEY CONTROL
 BX1813
 BX1813  NGVD 29 (??/??/??)   56.665  (m)          185.91   (f) ADJUSTED    1 1
 BX1813
 BX1813.Superseded values are not recommended for survey control.
 BX1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1813.See file dsdata.txt to determine how the superseded data were derived.
 BX1813
 BX1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR740396(NAD 83)
 BX1813_MARKER: DB = BENCH MARK DISK
 BX1813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1813_SP_SET: CULVERT
 BX1813_STAMPING: E 264 1969
 BX1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1813
 BX1813  HISTORY     - Date     Condition        Report By
 BX1813  HISTORY     - 1969     MONUMENTED       CGS
 BX1813  HISTORY     - 20010922 GOOD             USPSQD
 BX1813  HISTORY     - 20060610 GOOD             USPSQD
 BX1813
 BX1813                          STATION DESCRIPTION
 BX1813
 BX1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1813'4.75 MI SE FROM COUSHATTA.
 BX1813'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1813'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 BX1813'THENCE 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 BX1813'27, T 12 N, R 9 W, 25 1/2 FEET NORTH OF THE CENTER LINE OF THE
 BX1813'HIGHWAY, 92 FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE
 BX1813'DRIVEWAY WHICH LEADS SOUTH, 19 FEET SOUTHWEST OF A POWER POLE, SET IN
 BX1813'THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A CONCRETE BOX
 BX1813'CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 BX1813
 BX1813                          STATION RECOVERY (2001)
 BX1813
 BX1813'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1813'RECOVERED IN GOOD CONDITION.
 BX1813
 BX1813                          STATION RECOVERY (2006)
 BX1813
 BX1813'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX1813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1828 ***********************************************************************
 BX1828  DESIGNATION -  E 265
 BX1828  PID         -  BX1828
 BX1828  STATE/COUNTY-  LA/NATCHITOCHES
 BX1828  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1828
 BX1828                         *CURRENT SURVEY CONTROL
 BX1828  ___________________________________________________________________
 BX1828* NAD 83(1986)-  31 55 17.     (N)    093 07 32.     (W)     SCALED    
 BX1828* NAVD 88     -        60.41   (+/-2cm)     198.2    (feet)  VERTCON   
 BX1828  ___________________________________________________________________
 BX1828  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1828
 BX1828  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1828
 BX1828.The horizontal coordinates were scaled from a topographic map and have
 BX1828.an estimated accuracy of +/- 6 seconds.
 BX1828
 BX1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1828.The vertical order pertains to the NGVD 29 superseded value.
 BX1828
 BX1828.The geoid height was determined by GEOID03.
 BX1828
 BX1828;                    North         East    Units  Estimated Accuracy
 BX1828;SPC LA N     -   157,770.      940,840.      MT  (+/- 180 meters Scaled)
 BX1828
 BX1828                          SUPERSEDED SURVEY CONTROL
 BX1828
 BX1828  NGVD 29 (??/??/??)   60.455  (m)          198.34   (f) ADJUSTED    1 1
 BX1828
 BX1828.Superseded values are not recommended for survey control.
 BX1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1828.See file dsdata.txt to determine how the superseded data were derived.
 BX1828
 BX1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR881317(NAD 83)
 BX1828_MARKER: DB = BENCH MARK DISK
 BX1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1828_STAMPING: E 265 1969
 BX1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1828+STABILITY: SURFACE MOTION
 BX1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1828+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1828
 BX1828  HISTORY     - Date     Condition        Report By
 BX1828  HISTORY     - 1969     MONUMENTED       CGS
 BX1828  HISTORY     - 1986     GOOD             USPSQD
 BX1828  HISTORY     - 20010922 GOOD             USPSQD
 BX1828  HISTORY     - 20060610 GOOD             USPSQD
 BX1828
 BX1828                          STATION DESCRIPTION
 BX1828
 BX1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1828'2.7 MI NW FROM CAMPTI.
 BX1828'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1828'AT CAMPTI, THENCE 2.45 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1828'IN SECTION 19, T 11 N, R 7 W, 63 FEET NORTH OF THE CENTER LINE OF THE
 BX1828'HIGHWAY, 51 FEET NORTHEAST OF A POWER POLE, 28 FEET SOUTHEAST AND
 BX1828'ACROSS A DRIVEWAY FROM A 15-INCH OAK TREE, 16 FEET EAST OF THE CENTER
 BX1828'LINE OF THE DRIVEWAY, 1 FOOT SOUTH OF A FENCE, 1.2 FEET NORTH OF A
 BX1828'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 BX1828'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 BX1828'SURFACE OF THE GROUND.
 BX1828
 BX1828                          STATION RECOVERY (1986)
 BX1828
 BX1828'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGC)
 BX1828'RECOVERED IN GOOD CONDITION.
 BX1828
 BX1828                          STATION RECOVERY (2001)
 BX1828
 BX1828'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1828'RECOVERED IN GOOD CONDITION.
 BX1828
 BX1828                          STATION RECOVERY (2006)
 BX1828
 BX1828'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX1828'MARK IS ABOUT 6 FEET WEST OF THE SOUTH GATE POST ON THE DRIVEWAY GOING
 BX1828'TO THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0717 ***********************************************************************
 BK0717  DESIGNATION -  E 266
 BK0717  PID         -  BK0717
 BK0717  STATE/COUNTY-  LA/ALLEN
 BK0717  USGS QUAD   -  KINDER (1994)
 BK0717
 BK0717                         *CURRENT SURVEY CONTROL
 BK0717  ___________________________________________________________________
 BK0717* NAD 83(1986)-  30 29 53.     (N)    092 50 27.     (W)     SCALED    
 BK0717* NAVD 88     -        13.803  (meters)      45.29   (feet)  ADJUSTED  
 BK0717  ___________________________________________________________________
 BK0717  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0717  DYNAMIC HT  -          13.785 (meters)      45.23  (feet)  COMP
 BK0717  MODELED GRAV-     979,342.0   (mgal)                       NAVD 88
 BK0717  OBS GRAVITY -     979,343.5   (mgal)                       GRAV_OBS
 BK0717
 BK0717  VERT ORDER  -  FIRST     CLASS I
 BK0717
 BK0717.The horizontal coordinates were scaled from a topographic map and have
 BK0717.an estimated accuracy of +/- 6 seconds.
 BK0717
 BK0717.The orthometric height was determined by differential leveling
 BK0717.and adjusted by the National Geodetic Survey in February 1994..
 BK0717
 BK0717.The geoid height was determined by GEOID03.
 BK0717
 BK0717.The dynamic height is computed by dividing the NAVD 88
 BK0717.geopotential number by the normal gravity value computed on the
 BK0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0717.degrees latitude (g = 980.6199 gals.).
 BK0717
 BK0717.The modeled gravity was interpolated from observed gravity values.
 BK0717.The observed gravity was obtained from relative gravimeter ties
 BK0717.to the IGSN71 gravity network.
 BK0717
 BK0717;                    North         East    Units  Estimated Accuracy
 BK0717;SPC LA S     -   222,430.      855,290.      MT  (+/- 180 meters Scaled)
 BK0717
 BK0717                          SUPERSEDED SURVEY CONTROL
 BK0717
 BK0717  NAVD 88 (06/15/91)   13.789  (m)           45.24   (f) UNKNOWN     1 1
 BK0717  NGVD 29 (??/??/??)   13.771  (m)           45.18   (f) ADJUSTED    1 1
 BK0717
 BK0717.Superseded values are not recommended for survey control.
 BK0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0717.See file dsdata.txt to determine how the superseded data were derived.
 BK0717
 BK0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP152739(NAD 83)
 BK0717_MARKER: DB = BENCH MARK DISK
 BK0717_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK0717_SP_SET: COPPER-CLAD STEEL ROD
 BK0717_STAMPING: E 266 1969
 BK0717_MARK LOGO: CGS   
 BK0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0717
 BK0717  HISTORY     - Date     Condition        Report By
 BK0717  HISTORY     - 1969     MONUMENTED       CGS
 BK0717  HISTORY     - 1970     GOOD             NGS
 BK0717  HISTORY     - 1981     GOOD             LADTD
 BK0717  HISTORY     - 1986     GOOD             NGS
 BK0717  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0717
 BK0717                          STATION DESCRIPTION
 BK0717
 BK0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0717'0.6 MI NE FROM KINDER.
 BK0717'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0717'PACIFIC RAILROAD STATION AT KINDER, 162 FEET NORTH OF THE CENTER OF A
 BK0717'JUNCTION OF THE HIGHWAY AND A PAVED ROAD, 85 FEET NORTHWEST OF THE
 BK0717'CENTER LINE OF THE HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF THE
 BK0717'PAVED ROAD, 13 FEET EAST OF A POWER POLE WHICH IS BRACED BY 2 GUY
 BK0717'WIRES, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BK0717'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 BK0717'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH
 BK0717'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  SECTION 25, T 6S,
 BK0717'R5W.
 BK0717
 BK0717                          STATION RECOVERY (1981)
 BK0717
 BK0717'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0717'RECOVERED IN GOOD CONDITION.
 BK0717
 BK0717                          STATION RECOVERY (1986)
 BK0717
 BK0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0717'RECOVERED IN GOOD CONDITION.
 BK0717
 BK0717                          STATION RECOVERY (2002)
 BK0717
 BK0717'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2220 ***********************************************************************
 BX2220  DESIGNATION -  E 27
 BX2220  PID         -  BX2220
 BX2220  STATE/COUNTY-  LA/SABINE
 BX2220  USGS QUAD   -  LORING (1994)
 BX2220
 BX2220                         *CURRENT SURVEY CONTROL
 BX2220  ___________________________________________________________________
 BX2220* NAD 83(1986)-  31 30 12.     (N)    093 36 26.     (W)     SCALED    
 BX2220* NAVD 88     -        90.22   (+/-2cm)     296.0    (feet)  VERTCON   
 BX2220  ___________________________________________________________________
 BX2220  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BX2220
 BX2220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2220
 BX2220.The horizontal coordinates were scaled from a topographic map and have
 BX2220.an estimated accuracy of +/- 6 seconds.
 BX2220
 BX2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2220.The vertical order pertains to the NGVD 29 superseded value.
 BX2220
 BX2220.The geoid height was determined by GEOID03.
 BX2220
 BX2220;                    North         East    Units  Estimated Accuracy
 BX2220;SPC LA N     -   111,780.      894,820.      MT  (+/- 180 meters Scaled)
 BX2220
 BX2220                          SUPERSEDED SURVEY CONTROL
 BX2220
 BX2220  NGVD 29 (??/??/??)   90.301  (m)          296.26   (f) ADJUSTED    2 0
 BX2220
 BX2220.Superseded values are not recommended for survey control.
 BX2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2220.See file dsdata.txt to determine how the superseded data were derived.
 BX2220
 BX2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ423855(NAD 83)
 BX2220_MARKER: DB = BENCH MARK DISK
 BX2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2220_STAMPING: E 27 1934
 BX2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2220+STABILITY: SURFACE MOTION
 BX2220
 BX2220  HISTORY     - Date     Condition        Report By
 BX2220  HISTORY     - 1934     MONUMENTED       CGS
 BX2220  HISTORY     - 1943     GOOD             CGS
 BX2220
 BX2220                          STATION DESCRIPTION
 BX2220
 BX2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2220'9.7 MI SW FROM MANY.
 BX2220'9.7 MILES SW OF AND ALONG STATE HIGHWAY NO. 6 32 FEET N OF THE CENTER
 BX2220'OF THE HIGHWAY. 60 FEET W OF SIDE ROAD (NORTH) TO A FARM HOUSE. NOTE--
 BX2220'5 MILES EAST OF A COUNTY ROAD GOING NORTH, 75 FEET EAST OF A GROUP OF
 BX2220'3 MEDIUM SIZED OAK TREES GROWING FROM ONE STUMP.
 BX2220
 BX2220                          STATION RECOVERY (1943)
 BX2220
 BX2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BX2220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2210 ***********************************************************************
 CQ2210  DESIGNATION -  E 270
 CQ2210  PID         -  CQ2210
 CQ2210  STATE/COUNTY-  LA/CADDO
 CQ2210  USGS QUAD   -  KEATCHIE (1972)
 CQ2210
 CQ2210                         *CURRENT SURVEY CONTROL
 CQ2210  ___________________________________________________________________
 CQ2210* NAD 83(1986)-  32 14 37.     (N)    093 52 59.     (W)     SCALED    
 CQ2210* NAVD 88     -        78.544  (meters)     257.69   (feet)  ADJUSTED  
 CQ2210  ___________________________________________________________________
 CQ2210  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2210  DYNAMIC HT  -          78.454 (meters)     257.39  (feet)  COMP
 CQ2210  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 CQ2210
 CQ2210  VERT ORDER  -  FIRST     CLASS II
 CQ2210
 CQ2210.The horizontal coordinates were scaled from a topographic map and have
 CQ2210.an estimated accuracy of +/- 6 seconds.
 CQ2210
 CQ2210.The orthometric height was determined by differential leveling
 CQ2210.and adjusted by the National Geodetic Survey in June 1991..
 CQ2210
 CQ2210.The geoid height was determined by GEOID03.
 CQ2210
 CQ2210.The dynamic height is computed by dividing the NAVD 88
 CQ2210.geopotential number by the normal gravity value computed on the
 CQ2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2210.degrees latitude (g = 980.6199 gals.).
 CQ2210
 CQ2210.The modeled gravity was interpolated from observed gravity values.
 CQ2210
 CQ2210;                    North         East    Units  Estimated Accuracy
 CQ2210;SPC LA N     -   194,160.      869,670.      MT  (+/- 180 meters Scaled)
 CQ2210
 CQ2210                          SUPERSEDED SURVEY CONTROL
 CQ2210
 CQ2210  NGVD 29 (??/??/??)   78.611  (m)          257.91   (f) ADJUSTED    1 2
 CQ2210
 CQ2210.Superseded values are not recommended for survey control.
 CQ2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2210.See file dsdata.txt to determine how the superseded data were derived.
 CQ2210
 CQ2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR168677(NAD 83)
 CQ2210_MARKER: DB = BENCH MARK DISK
 CQ2210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2210_SP_SET: STAINLESS STEEL ROD
 CQ2210_STAMPING: E 270 1979
 CQ2210_PROJECTION: FLUSH
 CQ2210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2210+STABILITY: POSITION/ELEVATION WELL
 CQ2210_ROD/PIPE-DEPTH: 6.10 meters
 CQ2210
 CQ2210  HISTORY     - Date     Condition        Report By
 CQ2210  HISTORY     - 1979     MONUMENTED       NGS
 CQ2210  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ2210  HISTORY     - 19990206 GOOD             USPSQD
 CQ2210
 CQ2210                          STATION DESCRIPTION
 CQ2210
 CQ2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2210'7.35 MI SW FROM KEITHVILLE.
 CQ2210'0.45 MILE SOUTHEAST ALONG OLD MANSFIELD ROAD FROM THE POST OFFICE IN
 CQ2210'KEITHVILLE, THENCE 6.9 MILES SOUTHWEST ALONG KEITHVILLE-KEATCHIE
 CQ2210'ROAD, 4.6 MILES NORTHEAST ALONG KEITHVILLE-KEATCHIE ROAD FROM THE
 CQ2210'POST OFFICE IN KEATCHIE, 38.0 FT. EAST OF THE CENTERLINE OF THE ROAD,
 CQ2210'36.6 FT. NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO
 CQ2210'A LARGE WHITE HOUSE, 19.0 FT. WEST OF POWERLINE POLE NUMBER 29737
 CQ2210'WITH GUY WIRE, 1.0 FT. WEST OF A CORNER FENCE POST, 9.5 FT. NORTHEAST
 CQ2210'OF A LONE PINE TREE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 CQ2210'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2210'THE MARK IS 2.5 FT  S FROM A WITNESS POST.
 CQ2210'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CQ2210
 CQ2210                          STATION RECOVERY (1994)
 CQ2210
 CQ2210'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2210'MARK NOT FOUND.
 CQ2210
 CQ2210                          STATION RECOVERY (1999)
 CQ2210
 CQ2210'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2199 ***********************************************************************
 CQ2199  DESIGNATION -  E 272
 CQ2199  PID         -  CQ2199
 CQ2199  STATE/COUNTY-  LA/CADDO
 CQ2199  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2199
 CQ2199                         *CURRENT SURVEY CONTROL
 CQ2199  ___________________________________________________________________
 CQ2199* NAD 83(1986)-  32 22 37.     (N)    093 49 16.     (W)     SCALED    
 CQ2199* NAVD 88     -        52.345  (meters)     171.74   (feet)  ADJUSTED  
 CQ2199  ___________________________________________________________________
 CQ2199  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2199  DYNAMIC HT  -          52.286 (meters)     171.54  (feet)  COMP
 CQ2199  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CQ2199
 CQ2199  VERT ORDER  -  FIRST     CLASS II
 CQ2199
 CQ2199.The horizontal coordinates were scaled from a topographic map and have
 CQ2199.an estimated accuracy of +/- 6 seconds.
 CQ2199
 CQ2199.The orthometric height was determined by differential leveling
 CQ2199.and adjusted by the National Geodetic Survey in February 1994..
 CQ2199
 CQ2199.The geoid height was determined by GEOID03.
 CQ2199
 CQ2199.The dynamic height is computed by dividing the NAVD 88
 CQ2199.geopotential number by the normal gravity value computed on the
 CQ2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2199.degrees latitude (g = 980.6199 gals.).
 CQ2199
 CQ2199.The modeled gravity was interpolated from observed gravity values.
 CQ2199
 CQ2199;                    North         East    Units  Estimated Accuracy
 CQ2199;SPC LA N     -   208,870.      875,690.      MT  (+/- 180 meters Scaled)
 CQ2199
 CQ2199                          SUPERSEDED SURVEY CONTROL
 CQ2199
 CQ2199  NAVD 88 (06/15/91)   52.392  (m)          171.89   (f) UNKNOWN     1 2
 CQ2199  NGVD 29 (??/??/??)   52.461  (m)          172.12   (f) ADJUSTED    1 2
 CQ2199
 CQ2199.Superseded values are not recommended for survey control.
 CQ2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2199.See file dsdata.txt to determine how the superseded data were derived.
 CQ2199
 CQ2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR227825(NAD 83)
 CQ2199_MARKER: DB = BENCH MARK DISK
 CQ2199_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ2199_SP_SET: BRIDGE ABUTMENT
 CQ2199_STAMPING: E 272 1979
 CQ2199_MARK LOGO: NGS   
 CQ2199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2199+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1988
 CQ2199
 CQ2199  HISTORY     - Date     Condition        Report By
 CQ2199  HISTORY     - 1979     MONUMENTED       NGS
 CQ2199  HISTORY     - 1987     GOOD             USPSQD
 CQ2199  HISTORY     - 19881209 GOOD             LADTD
 CQ2199  HISTORY     - 1990     GOOD             USPSQD
 CQ2199  HISTORY     - 19990520 GOOD             USPSQD
 CQ2199
 CQ2199                          STATION DESCRIPTION
 CQ2199
 CQ2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2199'3.0 MI NE FROM KEITHVILLE.
 CQ2199'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ2199'1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CQ2199'CROSSING OF PARISH ROAD 22 IN KEITHVILLE, THENCE 2.0 MILES
 CQ2199'NORTHEAST ALONG U.S. HIGHWAY 171, IN THE NORTHEAST ABUTMENT OF
 CQ2199'THE NORTHBOUND LANE OF THE BOGGY BAYOU BRIDGE, 18.5 FT. SOUTHEAST
 CQ2199'OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 61.0 FT.
 CQ2199'SOUTHWEST OF POWERLINE POLE NUMBER 87, 150 FT. SOUTHWEST OF THE
 CQ2199'CENTER OF A HIGH TENSION POWERLINE CROSSING.
 CQ2199
 CQ2199                          STATION RECOVERY (1987)
 CQ2199
 CQ2199'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ2199'RECOVERED IN GOOD CONDITION.
 CQ2199
 CQ2199                          STATION RECOVERY (1988)
 CQ2199
 CQ2199'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ2199'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ2199'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ2199'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 8.4 KM (5.2 MI) ON
 CQ2199'HIGHWAY 171 TO THE MARK ON THE LEFT SET IN THE BRIDGE ABUTMENT.
 CQ2199'THE MARK IS 18.7 M (61.4 FT) WEST FROM POWER POLE NUMBER 81, 5.6 M
 CQ2199'(18.4 FT) EAST FROM THE CENTER OF THE NORTH BOUND LANES OF THE
 CQ2199'HIGHWAY AND 0.46 M (1.51 FT) EAST FROM THE CONCRETE WINGWALL.  THE
 CQ2199'MARK IS ABOUT LEVEL WITH THE HIGHWAY.
 CQ2199
 CQ2199                          STATION RECOVERY (1990)
 CQ2199
 CQ2199'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2199'RECOVERED IN GOOD CONDITION.
 CQ2199
 CQ2199                          STATION RECOVERY (1999)
 CQ2199
 CQ2199'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2217 ***********************************************************************
 BX2217  DESIGNATION -  E 28
 BX2217  PID         -  BX2217
 BX2217  STATE/COUNTY-  LA/SABINE
 BX2217  USGS QUAD   -  LORING (1994)
 BX2217
 BX2217                         *CURRENT SURVEY CONTROL
 BX2217  ___________________________________________________________________
 BX2217* NAD 83(1986)-  31 35 39.     (N)    093 33 10.     (W)     SCALED    
 BX2217* NAVD 88     -        76.93   (+/-2cm)     252.4    (feet)  VERTCON   
 BX2217  ___________________________________________________________________
 BX2217  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX2217
 BX2217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2217
 BX2217.The horizontal coordinates were scaled from a topographic map and have
 BX2217.an estimated accuracy of +/- 6 seconds.
 BX2217
 BX2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2217.The vertical order pertains to the NGVD 29 superseded value.
 BX2217
 BX2217.The geoid height was determined by GEOID03.
 BX2217
 BX2217;                    North         East    Units  Estimated Accuracy
 BX2217;SPC LA N     -   121,800.      900,090.      MT  (+/- 180 meters Scaled)
 BX2217
 BX2217                          SUPERSEDED SURVEY CONTROL
 BX2217
 BX2217  NGVD 29 (??/??/??)   77.023  (m)          252.70   (f) ADJUSTED    2 0
 BX2217
 BX2217.Superseded values are not recommended for survey control.
 BX2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2217.See file dsdata.txt to determine how the superseded data were derived.
 BX2217
 BX2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ475955(NAD 83)
 BX2217_MARKER: DB = BENCH MARK DISK
 BX2217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2217_SP_SET: CULVERT
 BX2217_STAMPING: E 28 1935
 BX2217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2217
 BX2217  HISTORY     - Date     Condition        Report By
 BX2217  HISTORY     - 1935     MONUMENTED       CGS
 BX2217  HISTORY     - 1943     GOOD             CGS
 BX2217
 BX2217                          STATION DESCRIPTION
 BX2217
 BX2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2217'4.8 MI NW FROM MANY.
 BX2217'4.8 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM MANY,
 BX2217'SABINE PARISH, IN THE TOP OF THE SOUTHWEST HEAD WALL OF A CONCRETE
 BX2217'CULVERT, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 14 FEET
 BX2217'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 28 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0181 ***********************************************************************
 AT0181  DESIGNATION -  E 280
 AT0181  PID         -  AT0181
 AT0181  STATE/COUNTY-  LA/PLAQUEMINES
 AT0181  USGS QUAD   -  SOUTH PASS (1971)
 AT0181
 AT0181                         *CURRENT SURVEY CONTROL
 AT0181  ___________________________________________________________________
 AT0181* NAD 83(1986)-  29 04 07.     (N)    089 12 48.     (W)     SCALED    
 AT0181* NAVD 88     -         0.403  (meters)       1.32   (feet)  READJUSTED
 AT0181  ___________________________________________________________________
 AT0181  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT0181  DYNAMIC HT  -           0.400 (meters)       1.31  (feet)  COMP
 AT0181  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 AT0181
 AT0181  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0181
 AT0181.The horizontal coordinates were scaled from a topographic map and have
 AT0181.an estimated accuracy of +/- 6 seconds.
 AT0181
 AT0181.The orthometric height was determined by differential leveling
 AT0181.and adjusted by the National Geodetic Survey in February 1994..
 AT0181.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0181.distribution rate of 0.0 thru 1.0 mm/km.
 AT0181.The height was derived from older observations constrained to new
 AT0181.heights in a crustal motion area.  The height is approximate in
 AT0181.relation to other heights in its vicinity.
 AT0181
 AT0181.The geoid height was determined by GEOID03.
 AT0181
 AT0181.The dynamic height is computed by dividing the NAVD 88
 AT0181.geopotential number by the normal gravity value computed on the
 AT0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0181.degrees latitude (g = 980.6199 gals.).
 AT0181
 AT0181.The modeled gravity was interpolated from observed gravity values.
 AT0181
 AT0181;                    North         East    Units  Estimated Accuracy
 AT0181;SPC LA S     -    64,940.    1,206,430.      MT  (+/- 180 meters Scaled)
 AT0181
 AT0181                          SUPERSEDED SURVEY CONTROL
 AT0181
 AT0181  NGVD 29 (??/??/??)    0.483  (m)            1.58   (f) ADJUSTED    1 1
 AT0181
 AT0181.Superseded values are not recommended for survey control.
 AT0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0181.See file dsdata.txt to determine how the superseded data were derived.
 AT0181
 AT0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT845176(NAD 83)
 AT0181_MARKER: DB = BENCH MARK DISK
 AT0181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0181_SP_SET: COPPER-CLAD STEEL ROD
 AT0181_STAMPING: E 280 1971
 AT0181_PROJECTION: PROJECTING 46 CENTIMETERS
 AT0181_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AT0181+STABILITY: POSITION/ELEVATION WELL
 AT0181_ROD/PIPE-DEPTH: 29.3 meters
 AT0181
 AT0181  HISTORY     - Date     Condition        Report By
 AT0181  HISTORY     - 1971     MONUMENTED       NGS
 AT0181
 AT0181                          STATION DESCRIPTION
 AT0181
 AT0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0181'8.5 MI SE FROM PILOTTOWN.
 AT0181'ABOUT 2.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0181'LOOKOUT TOWER AT PILOTTOWN, THENCE 6.3 MILES SOUTHEAST ALONG THE
 AT0181'SOUTHWEAT BANK OF SOUTH PASS, NEAR A POINT WHERE A GAS LINE CROSSES
 AT0181'SOUTH PASS, 62 YARDS SOUTHWEST OF THE SOUTHWEST BANK OF THE PASS, 64
 AT0181'FEET SOUTHEAST OF A GAS WELL, AND IS A DISK ON THE TOP OF A COPPER
 AT0181'COATED STEEL ROD PROJECTING 18 INCHES ABOVE THE LEVEL OF THE GROUND
 AT0181'AND PROTECTED BY 4 CREOSOTED POST (THE EAST ONE BEARING A WITNESS
 AT0181'SIGN) ENCASED IN A 4 INCH PLASTIC PIPE WHICH PROJECTS 18 INCHES ABOVE
 AT0181'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 96 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0041 ***********************************************************************
 BJ0041  DESIGNATION -  E 282
 BJ0041  PID         -  BJ0041
 BJ0041  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0041  USGS QUAD   -  MORGANZA (1994)
 BJ0041
 BJ0041                         *CURRENT SURVEY CONTROL
 BJ0041  ___________________________________________________________________
 BJ0041* NAD 83(1986)-  30 44 32.     (N)    091 35 44.     (W)     SCALED    
 BJ0041* NAVD 88     -        10.766  (meters)      35.32   (feet)  ADJUSTED  
 BJ0041  ___________________________________________________________________
 BJ0041  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0041  DYNAMIC HT  -          10.752 (meters)      35.28  (feet)  COMP
 BJ0041  MODELED GRAV-     979,364.8   (mgal)                       NAVD 88
 BJ0041
 BJ0041  VERT ORDER  -  FIRST     CLASS I
 BJ0041
 BJ0041.The horizontal coordinates were scaled from a topographic map and have
 BJ0041.an estimated accuracy of +/- 6 seconds.
 BJ0041
 BJ0041.The orthometric height was determined by differential leveling
 BJ0041.and adjusted by the National Geodetic Survey in February 1994..
 BJ0041
 BJ0041.The geoid height was determined by GEOID03.
 BJ0041
 BJ0041.The dynamic height is computed by dividing the NAVD 88
 BJ0041.geopotential number by the normal gravity value computed on the
 BJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0041.degrees latitude (g = 980.6199 gals.).
 BJ0041
 BJ0041.The modeled gravity was interpolated from observed gravity values.
 BJ0041
 BJ0041;                    North         East    Units  Estimated Accuracy
 BJ0041;SPC LA S     -   248,570.      974,890.      MT  (+/- 180 meters Scaled)
 BJ0041
 BJ0041                          SUPERSEDED SURVEY CONTROL
 BJ0041
 BJ0041  NAVD 88 (06/15/91)   10.799  (m)           35.43   (f) UNKNOWN     1 1
 BJ0041  NGVD 29 (??/??/??)   10.758  (m)           35.30   (f) ADJUSTED    1 1
 BJ0041
 BJ0041.Superseded values are not recommended for survey control.
 BJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0041.See file dsdata.txt to determine how the superseded data were derived.
 BJ0041
 BJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ344018(NAD 83)
 BJ0041_MARKER: DB = BENCH MARK DISK
 BJ0041_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0041_SP_SET: COPPER-CLAD STEEL ROD
 BJ0041_STAMPING: E 282 1976
 BJ0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0041
 BJ0041  HISTORY     - Date     Condition        Report By
 BJ0041  HISTORY     - 1976     MONUMENTED       NGS
 BJ0041
 BJ0041                          STATION DESCRIPTION
 BJ0041
 BJ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0041'0.4 MI NW FROM MORGANZA.
 BJ0041'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BJ0041'MORGANZA, AT THE CROSSING OF A POWER LINE, 46 FT NORTHEAST OF THE
 BJ0041'CENTER LINE OF THE HIGHWAY, 18 FT NORTHWEST OF THE CENTER LINE OF A
 BJ0041'GRAVELED ROAD, 55 FT SOUTH OF THE SOUTH CORNER OF A CAR PORT FOR A
 BJ0041'BRICK HOUSE, 3 FT SOUTHEAST OF POWER LINE POLE NUMBER 112, THE BENCH
 BJ0041'MARK DISK IS 3 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0091 ***********************************************************************
 BJ0091  DESIGNATION -  E 283
 BJ0091  PID         -  BJ0091
 BJ0091  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0091  USGS QUAD   -  WALLS (1994)
 BJ0091
 BJ0091                         *CURRENT SURVEY CONTROL
 BJ0091  ___________________________________________________________________
 BJ0091* NAD 83(1986)-  30 33 43.     (N)    091 17 06.     (W)     SCALED    
 BJ0091* NAVD 88     -        10.093  (meters)      33.11   (feet)  ADJUSTED  
 BJ0091  ___________________________________________________________________
 BJ0091  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0091  DYNAMIC HT  -          10.080 (meters)      33.07  (feet)  COMP
 BJ0091  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 BJ0091
 BJ0091  VERT ORDER  -  FIRST     CLASS I
 BJ0091
 BJ0091.The horizontal coordinates were scaled from a topographic map and have
 BJ0091.an estimated accuracy of +/- 6 seconds.
 BJ0091
 BJ0091.The orthometric height was determined by differential leveling
 BJ0091.and adjusted by the National Geodetic Survey in February 1994..
 BJ0091
 BJ0091.The geoid height was determined by GEOID03.
 BJ0091
 BJ0091.The dynamic height is computed by dividing the NAVD 88
 BJ0091.geopotential number by the normal gravity value computed on the
 BJ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0091.degrees latitude (g = 980.6199 gals.).
 BJ0091
 BJ0091.The modeled gravity was interpolated from observed gravity values.
 BJ0091
 BJ0091;                    North         East    Units  Estimated Accuracy
 BJ0091;SPC LA S     -   228,560.    1,004,640.      MT  (+/- 180 meters Scaled)
 BJ0091
 BJ0091                          SUPERSEDED SURVEY CONTROL
 BJ0091
 BJ0091  NAVD 88 (06/15/91)   10.120  (m)           33.20   (f) UNKNOWN     1 1
 BJ0091  NGVD 29 (??/??/??)   10.079  (m)           33.07   (f) ADJUSTED    1 1
 BJ0091
 BJ0091.Superseded values are not recommended for survey control.
 BJ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0091.See file dsdata.txt to determine how the superseded data were derived.
 BJ0091
 BJ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP644823(NAD 83)
 BJ0091_MARKER: DB = BENCH MARK DISK
 BJ0091_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0091+WITH SETTING: INTO GROUND
 BJ0091_SP_SET: METAL ROD WITH BASE PLATE
 BJ0091_STAMPING: E 283 1976
 BJ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0091+STABILITY: SURFACE MOTION
 BJ0091
 BJ0091  HISTORY     - Date     Condition        Report By
 BJ0091  HISTORY     - 1976     MONUMENTED       NGS
 BJ0091  HISTORY     - 20060603 MARK NOT FOUND   NGS
 BJ0091
 BJ0091                          STATION DESCRIPTION
 BJ0091
 BJ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0091'1.6 MI NORTH FROM DEVALL.
 BJ0091'1.6 MILES NORTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0091'SCHOOL AT DEVALL, ON THE OUTSIDE OF A CURVE, AT THE JUNCTION OF
 BJ0091'A GRAVELED ROAD LEADING NORTH, 37 FT NORTHEAST OF THE CENTER LINE
 BJ0091'OF THE HIGHWAY, 14.5 FT EAST OF THE CENTER LINE OF THE ROAD, 3 FT
 BJ0091'EAST OF THE SOUTHEAST END OF A DOUBLE STEEL GATE, 11.5 FT
 BJ0091'SOUTHWEST OF THE SOUTH END OF A METAL GATE, 2.0 FT NORTHEAST OF A
 BJ0091'FENCE.
 BJ0091
 BJ0091                          STATION RECOVERY (2006)
 BJ0091
 BJ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0091'NOT RECOVERED.  THE AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0437 ***********************************************************************
 BJ0437  DESIGNATION -  E 284
 BJ0437  PID         -  BJ0437
 BJ0437  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0437  USGS QUAD   -  ELM PARK (1994)
 BJ0437
 BJ0437                         *CURRENT SURVEY CONTROL
 BJ0437  ___________________________________________________________________
 BJ0437* NAD 83(1986)-  30 47 08.     (N)    091 21 46.     (W)     SCALED    
 BJ0437* NAVD 88     -        27.495  (meters)      90.21   (feet)  ADJUSTED  
 BJ0437  ___________________________________________________________________
 BJ0437  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0437  DYNAMIC HT  -          27.459 (meters)      90.09  (feet)  COMP
 BJ0437  MODELED GRAV-     979,360.3   (mgal)                       NAVD 88
 BJ0437
 BJ0437  VERT ORDER  -  FIRST     CLASS I
 BJ0437
 BJ0437.The horizontal coordinates were scaled from a topographic map and have
 BJ0437.an estimated accuracy of +/- 6 seconds.
 BJ0437
 BJ0437.The orthometric height was determined by differential leveling
 BJ0437.and adjusted by the National Geodetic Survey in February 1994..
 BJ0437
 BJ0437.The geoid height was determined by GEOID03.
 BJ0437
 BJ0437.The dynamic height is computed by dividing the NAVD 88
 BJ0437.geopotential number by the normal gravity value computed on the
 BJ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0437.degrees latitude (g = 980.6199 gals.).
 BJ0437
 BJ0437.The modeled gravity was interpolated from observed gravity values.
 BJ0437
 BJ0437;                    North         East    Units  Estimated Accuracy
 BJ0437;SPC LA S     -   253,350.      997,180.      MT  (+/- 180 meters Scaled)
 BJ0437
 BJ0437                          SUPERSEDED SURVEY CONTROL
 BJ0437
 BJ0437  NGVD 29 (??/??/??)   27.479  (m)           90.15   (f) ADJUSTED    1 1
 BJ0437
 BJ0437.Superseded values are not recommended for survey control.
 BJ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0437.See file dsdata.txt to determine how the superseded data were derived.
 BJ0437
 BJ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ566069(NAD 83)
 BJ0437_MARKER: DB = BENCH MARK DISK
 BJ0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0437_SP_SET: BRIDGE
 BJ0437_STAMPING: E 284 1976
 BJ0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0437+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BJ0437
 BJ0437  HISTORY     - Date     Condition        Report By
 BJ0437  HISTORY     - 1976     MONUMENTED       NGS
 BJ0437  HISTORY     - 20050318 GOOD             USPSQD
 BJ0437
 BJ0437                          STATION DESCRIPTION
 BJ0437
 BJ0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0437'0.85 MI EAST FROM ST FRANCISVILLE.
 BJ0437'0.85 MILE EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0437'HIGHWAY 10 AT ST. FRANCISVILLE, 19 FT NORTH OF THE CENTER LINE OF
 BJ0437'THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 BJ0437'ABUTMENT OF THE CONCRETE BRIDGE OVER ALEXANDER CREEK, 1.7 FT SOUTH
 BJ0437'OF THE NORTH END OF THE ABUTMENT.
 BJ0437
 BJ0437                          STATION RECOVERY (2005)
 BJ0437
 BJ0437'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BJ0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0196 ***********************************************************************
 BJ0196  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0196  FBN         -  This is a Federal Base Network Control Station.
 BJ0196  DESIGNATION -  E 284 X
 BJ0196  PID         -  BJ0196
 BJ0196  STATE/COUNTY-  LA/ST LANDRY
 BJ0196  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0196
 BJ0196                         *CURRENT SURVEY CONTROL
 BJ0196  ___________________________________________________________________
 BJ0196* NAD 83(1992)-  30 46 55.32569(N)    091 46 23.63496(W)     ADJUSTED  
 BJ0196* NAVD 88     -        11.42 **(meters)      37.5  **(feet)  GPS OBS(2004.65)
 BJ0196  **This station is located in a subsidence area (see below).
 BJ0196  ___________________________________________________________________
 BJ0196  X           -    -169,707.661 (meters)                     COMP
 BJ0196  Y           -  -5,481,757.842 (meters)                     COMP
 BJ0196  Z           -   3,245,148.122 (meters)                     COMP
 BJ0196  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BJ0196  ELLIP HEIGHT-         -15.82  (meters)          (12/29/04) GPS OBS
 BJ0196  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0196  DYNAMIC HT  -          11.40  (meters)      37.4   (feet)  COMP
 BJ0196  MODELED GRAV-     979,368.4   (mgal)                       NAVD 88
 BJ0196
 BJ0196  HORZ ORDER  -  B
 BJ0196  VERT ORDER  -  THIRD (See Below)
 BJ0196  ELLP ORDER  -  FOURTH    CLASS I
 BJ0196
 BJ0196.The horizontal coordinates were established by GPS observations
 BJ0196.and adjusted by the National Geodetic Survey in December 2004..
 BJ0196
 BJ0196 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0196 ** and geoid heights are valid at the date of observation. These heights
 BJ0196 ** must always be validated when used as control.
 BJ0196 ** The orthometric height was determined by GPS observations using
 BJ0196 ** precise GPS observation and processing techniques and a new
 BJ0196 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0196 ** determined for this station.
 BJ0196 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0196 ** epoch indicated which incorporates improved geoid heights for the
 BJ0196 ** Southern Louisiana Subsidence area.
 BJ0196 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0196.The orthometric height was determined by GPS observations and a
 BJ0196.high-resolution geoid model using precise GPS observation and
 BJ0196.processing techniques. It supersedes the leveled height previously
 BJ0196.determined for this station.
 BJ0196.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0196.derived orthometric height which differed from the leveled height by
 BJ0196.more than one decimeter (0.1 meter).
 BJ0196.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0196
 BJ0196.Photographs are available for this station.
 BJ0196
 BJ0196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0196
 BJ0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0196
 BJ0196.The ellipsoidal height was determined by GPS observations
 BJ0196.and is referenced to NAD 83.
 BJ0196
 BJ0196.The geoid height was determined by GEOID03.
 BJ0196
 BJ0196.The dynamic height is computed by dividing the NAVD 88
 BJ0196.geopotential number by the normal gravity value computed on the
 BJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0196.degrees latitude (g = 980.6199 gals.).
 BJ0196
 BJ0196.The modeled gravity was interpolated from observed gravity values.
 BJ0196
 BJ0196;                    North         East     Units Scale Factor Converg.
 BJ0196;SPC LA S     -   253,039.136   957,891.880   MT  1.00001848   -0 13 11.8
 BJ0196;SPC LA S     -   830,179.23  3,142,683.61   sFT  1.00001848   -0 13 11.8
 BJ0196;UTM  15      - 3,406,089.526   617,384.551   MT  0.99976997   +0 37 40.4
 BJ0196
 BJ0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0196!SPC LA S     -   1.00000248  x   1.00001848  =   1.00002096
 BJ0196!UTM  15      -   1.00000248  x   0.99976997  =   0.99977245
 BJ0196
 BJ0196                          SUPERSEDED SURVEY CONTROL
 BJ0196
 BJ0196  ELLIP H (06/20/00)  -15.82   (m)                       GP(       ) 3 1
 BJ0196  NAD 83(1992)-  30 46 55.34409(N)    091 46 23.62954(W) AD(       ) 1
 BJ0196  NAD 83(1992)-  30 46 55.32544(N)    091 46 23.63514(W) AD(       ) A
 BJ0196  ELLIP H (09/04/92)  -15.72   (m)                       GP(       ) 3 1
 BJ0196  NAVD 88 (02/14/94)   11.408  (m)           37.43   (f) ADJUSTED    1 1
 BJ0196  NAVD 88 (06/15/91)   11.444  (m)           37.55   (f) UNKNOWN     1 1
 BJ0196  NGVD 29 (??/??/??)   11.404  (m)           37.41   (f) ADJUSTED    1 1
 BJ0196
 BJ0196.Superseded values are not recommended for survey control.
 BJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0196.See file dsdata.txt to determine how the superseded data were derived.
 BJ0196
 BJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1738506090(NAD 83)
 BJ0196_MARKER: DV = VERTICAL CONTROL DISK
 BJ0196_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0196+WITH SETTING: INTO GROUND
 BJ0196_SP_SET: METAL ROD WITH BASE PLATE
 BJ0196_STAMPING: E 284 X 1976
 BJ0196_MARK LOGO: NGS   
 BJ0196_PROJECTION: FLUSH
 BJ0196_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0196+STABILITY: SURFACE MOTION
 BJ0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0196+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 BJ0196_ROD/PIPE-DEPTH: 1.2  meters
 BJ0196
 BJ0196  HISTORY     - Date     Condition        Report By
 BJ0196  HISTORY     - 1976     MONUMENTED       NGS
 BJ0196  HISTORY     - 19910827 GOOD             LADTD
 BJ0196  HISTORY     - 19920316 GOOD
 BJ0196  HISTORY     - 19930524 GOOD
 BJ0196  HISTORY     - 19980210 GOOD             NGS
 BJ0196  HISTORY     - 19980302 GOOD             NGS
 BJ0196  HISTORY     - 20030404 GOOD             3001
 BJ0196  HISTORY     - 20030923 GOOD             LADTD
 BJ0196
 BJ0196                          STATION DESCRIPTION
 BJ0196
 BJ0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0196'7.0 MI NORTH FROM MELVILLE.
 BJ0196'7.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0196'RAILROAD OVERPASS, 55 FT SOUTHEAST OF THE CENTER LINE OF A METAL GATE
 BJ0196'ACROSS A PRIVATE ROAD, 41.5 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0196'HIGHWAY, 0.8 FT SOUTHWEST OF A FENCE
 BJ0196
 BJ0196                          STATION RECOVERY (1991)
 BJ0196
 BJ0196'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BJ0196'THE STATION IS LOCATED 10.5 MI (16.9 KM) SOUTH OF SIMMESPORT, 10.5 MI
 BJ0196'(16.9 KM) WEST-NORTHWEST OF MORGANZA, 7.0 MI (11.3 KM)
 BJ0196'NORTH-NORTHWEST OF MELVILLE AND 2.1 MI (3.4 KM) SOUTHEAST OF BAYOU
 BJ0196'CURRENT. OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ0196'DEVELOPMENT.
 BJ0196'TO REACH THE STATION FROM THE OVERPASS OF THE TEXAS PACIFIC RAILROAD
 BJ0196'IN MELLVILLE, GO NORTH FOR 6.9 MI (11.1 KM) ON HIGHWAY 105 TO THE
 BJ0196'STATION ON THE RIGHT OR TO REACH THE STATION FROM THE JUNCTION OF
 BJ0196'STATE HIGHWAYS 105 AND 360 IN BAYOU CURRENT, GO SOUTHEAST FOR 2.1 MI
 BJ0196'(3.4 KM) ON HIGHWAY 105 TO THE STATION.
 BJ0196'THE STATION IS UNDER A BARBED WIRE FENCE 55.5 FT (16.9 M) SOUTHEAST
 BJ0196'FROM A DRIVE WITH A DOUBLE METAL GATE, 44.0 FT (13.4 M)
 BJ0196'EAST-SOUTHEAST FROM A 24-INCH CONCRETE CULVERT, 41.0 FT (12.5 M)
 BJ0196'NORTHEAST FROM THE CENTER OF THE HIGHWAY, 1.0 FT (0.3 M) NORTHWEST
 BJ0196'FROM A METAL WITNESS POST WITH A SIGN ATTACHED, 1.0 FT (0.3 M)
 BJ0196'EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND
 BJ0196'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ0196
 BJ0196                          STATION RECOVERY (1992)
 BJ0196
 BJ0196'RECOVERED 1992
 BJ0196'RECOVERED IN GOOD CONDITION.
 BJ0196
 BJ0196                          STATION RECOVERY (1993)
 BJ0196
 BJ0196'RECOVERED 1993
 BJ0196'RECOVERED IN GOOD CONDITION.
 BJ0196
 BJ0196                          STATION RECOVERY (1998)
 BJ0196
 BJ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BJ0196'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTH OF SIMMESPORT,
 BJ0196'10.5 MI (16.9 KM) WEST-NORTHWEST OF MORGANZA, 7 MI (11.3 KM)
 BJ0196'NORTH-NORTHWEST OF MELVILLE AND 2.1 MI (3.4 KM) SOUTHEAST OF BAYOU
 BJ0196'CURRENT.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ0196'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ0196'105 AND 360 IN BAYOU CURRENT, GO SOUTHEAST FOR 2.1 MI (3.4 KM) ON
 BJ0196'HIGHWAY 105 TO THE STATION ON LEFT.  LOCATED 16.9 M (55.4 FT)
 BJ0196'SOUTHEAST OF A PASTURE ENTRANCE WITH DOUBLE METAL GATE, 13.4 M (44.0
 BJ0196'FT) EAST-SOUTHEAST FROM A 24-INCH CONCRETE CULVERT, 12.5 M (41.0 FT)
 BJ0196'NORTHEAST FROM THE CENTER OF HIGHWAY, 3.2 M (10.5 FT) SOUTHWEST FROM
 BJ0196'AN ELECTRIC FENCE, 0.3 M (1.0 FT) SOUTHWEST FROM A METAL WITNESS POST,
 BJ0196'ABOUT LEVEL WITH HIGHWAY AND FLUSH WITH GROUND.
 BJ0196
 BJ0196                          STATION RECOVERY (1998)
 BJ0196
 BJ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BJ0196'RECOVERED AS DESCRIBED.
 BJ0196
 BJ0196                          STATION RECOVERY (2003)
 BJ0196
 BJ0196'RECOVERY NOTE BY 3001, INC 2003 (JE)
 BJ0196'THE STATION IS LOCATED IN ST. LANDRY PARISH 7.0 MILES NORTH OF
 BJ0196'MELVILLE ALONG STATE HWY  105, FROM THE TEXAS PACIFIC RAILROAD
 BJ0196'OVERPASS, 55 FT. SOUTHEAST OF THE CENTERLINE OF A  METAL GATE ACROSS A
 BJ0196'PRIVATE ROAD, 41.5 FT. NORTHEAST OF THE CENTERLINE OF THE HWY, 0.8 FT.
 BJ0196'SOUTHEAST OF A FENCE.
 BJ0196' 
 BJ0196'OWNERSHIP- LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT
 BJ0196' 
 BJ0196'TO REACH THE STATION FROM THE INTERSECTION OF HWY 105 AND HWY 360 IN
 BJ0196'BAYOU CURRENT, GO  SOUTH FOR 2.1 MILES ON HWY 105 TO THE STATION ON
 BJ0196'EAST SIDE OF HWY.
 BJ0196' 
 BJ0196'THE STATION IS UNDER AN ELECTRIC FENCE 55.5 FT. SOUTHEAST FROM A DRIVE
 BJ0196'WITH A DOUBLE  METAL GATE, 44.0 FT. EAST SOUTHEAST FROM A 24 INCH
 BJ0196'CONCRETE CULVERT, 41 FT. NORTHEAST  FROM THE CENTER OF HWY, 1.0 FT.
 BJ0196'FROM A METAL WITNESS POST, FLUSH WITH GROUND.
 BJ0196
 BJ0196                          STATION RECOVERY (2003)
 BJ0196
 BJ0196'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0307 ***********************************************************************
 BJ0307  DESIGNATION -  E 286
 BJ0307  PID         -  BJ0307
 BJ0307  STATE/COUNTY-  LA/IBERVILLE
 BJ0307  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0307
 BJ0307                         *CURRENT SURVEY CONTROL
 BJ0307  ___________________________________________________________________
 BJ0307* NAD 83(1986)-  30 10 00.     (N)    091 21 01.     (W)     SCALED    
 BJ0307* NAVD 88     -         3.068  (meters)      10.07   (feet)  ADJUSTED  
 BJ0307  ___________________________________________________________________
 BJ0307  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ0307  DYNAMIC HT  -           3.064 (meters)      10.05  (feet)  COMP
 BJ0307  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 BJ0307
 BJ0307  VERT ORDER  -  FIRST     CLASS I
 BJ0307
 BJ0307.The horizontal coordinates were scaled from a topographic map and have
 BJ0307.an estimated accuracy of +/- 6 seconds.
 BJ0307
 BJ0307.The orthometric height was determined by differential leveling
 BJ0307.and adjusted by the National Geodetic Survey in February 1994..
 BJ0307
 BJ0307.The geoid height was determined by GEOID03.
 BJ0307
 BJ0307.The dynamic height is computed by dividing the NAVD 88
 BJ0307.geopotential number by the normal gravity value computed on the
 BJ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0307.degrees latitude (g = 980.6199 gals.).
 BJ0307
 BJ0307.The modeled gravity was interpolated from observed gravity values.
 BJ0307
 BJ0307;                    North         East    Units  Estimated Accuracy
 BJ0307;SPC LA S     -   184,740.      998,370.      MT  (+/- 180 meters Scaled)
 BJ0307
 BJ0307                          SUPERSEDED SURVEY CONTROL
 BJ0307
 BJ0307  NGVD 29 (??/??/??)    3.100  (m)           10.17   (f) ADJUSTED    1 1
 BJ0307
 BJ0307.Superseded values are not recommended for survey control.
 BJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0307.See file dsdata.txt to determine how the superseded data were derived.
 BJ0307
 BJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP588384(NAD 83)
 BJ0307_MARKER: DB = BENCH MARK DISK
 BJ0307_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0307+WITH SETTING: INTO GROUND
 BJ0307_SP_SET: METAL ROD WITH BASE PLATE
 BJ0307_STAMPING: E 286 1976
 BJ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0307+STABILITY: SURFACE MOTION
 BJ0307
 BJ0307  HISTORY     - Date     Condition        Report By
 BJ0307  HISTORY     - 1976     MONUMENTED       NGS
 BJ0307
 BJ0307                          STATION DESCRIPTION
 BJ0307
 BJ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0307'IN BAYOU SORREL.
 BJ0307'AT BAYOU SORREL, 1.35 MILES NORTHWEST ALONG AN ASPHALT ROAD ALONG THE
 BJ0307'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0307'AT THE CROSSING OF AN EXXON PIPE LINE, 30.5 FT SOUTHWEST OF THE CENTER
 BJ0307'LINE OF THE ROAD, 89 FT SOUTH OF AND ACROSS THE ROAD FROM POWER LINE
 BJ0307'POLE NUMBER 42 WITH A GUY WIRE, 4 FT SOUTHWEST OF THE SOUTH CORNER
 BJ0307'OF AN IRON PIPE GUARD AROUND PIPE VALVES, 1 FT NORTHWEST OF THE
 BJ0307'EXTENDED CENTER LINE OF A DRIVE LEADING NORTHEAST. THE DISK IS 0.3
 BJ0307'FT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0860 ***********************************************************************
 BJ0860  DESIGNATION -  E 287
 BJ0860  PID         -  BJ0860
 BJ0860  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0860  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0860
 BJ0860                         *CURRENT SURVEY CONTROL
 BJ0860  ___________________________________________________________________
 BJ0860* NAD 83(1986)-  30 28 13.     (N)    091 08 59.     (W)     SCALED    
 BJ0860* NAVD 88     -        15.219  (meters)      49.93   (feet)  ADJUSTED  
 BJ0860  ___________________________________________________________________
 BJ0860  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0860  DYNAMIC HT  -          15.199 (meters)      49.87  (feet)  COMP
 BJ0860  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ0860
 BJ0860  VERT ORDER  -  FIRST     CLASS I
 BJ0860
 BJ0860.The horizontal coordinates were scaled from a topographic map and have
 BJ0860.an estimated accuracy of +/- 6 seconds.
 BJ0860
 BJ0860.The orthometric height was determined by differential leveling
 BJ0860.and adjusted by the National Geodetic Survey in February 1994..
 BJ0860
 BJ0860.The geoid height was determined by GEOID03.
 BJ0860
 BJ0860.The dynamic height is computed by dividing the NAVD 88
 BJ0860.geopotential number by the normal gravity value computed on the
 BJ0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0860.degrees latitude (g = 980.6199 gals.).
 BJ0860
 BJ0860.The modeled gravity was interpolated from observed gravity values.
 BJ0860
 BJ0860;                    North         East    Units  Estimated Accuracy
 BJ0860;SPC LA S     -   218,410.    1,017,630.      MT  (+/- 180 meters Scaled)
 BJ0860
 BJ0860                          SUPERSEDED SURVEY CONTROL
 BJ0860
 BJ0860  NAVD 88 (06/15/91)   15.257  (m)           50.06   (f) UNKNOWN     1 1
 BJ0860  NGVD 29 (??/??/??)   15.224  (m)           49.95   (f) ADJUSTED    1 1
 BJ0860
 BJ0860.Superseded values are not recommended for survey control.
 BJ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0860.See file dsdata.txt to determine how the superseded data were derived.
 BJ0860
 BJ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP776723(NAD 83)
 BJ0860_MARKER: DB = BENCH MARK DISK
 BJ0860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0860_SP_SET: HEADWALL-CULVERT
 BJ0860_STAMPING: E 287 1976
 BJ0860_MARK LOGO: NGS   
 BJ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0860+STABILITY: SURFACE MOTION
 BJ0860
 BJ0860  HISTORY     - Date     Condition        Report By
 BJ0860  HISTORY     - 1976     MONUMENTED       NGS
 BJ0860  HISTORY     - 1987     GOOD             LA-033
 BJ0860
 BJ0860                          STATION DESCRIPTION
 BJ0860
 BJ0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0860'1.0 MI EAST FROM BATON ROUGE.
 BJ0860'1.0 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE INTERSTATE
 BJ0860'HIGHWAY 110 OVERPASS, 0.2 MILE EAST OF THE CROSSING OF 38TH STREET, AT
 BJ0860'THE CROSSING OF WARD CREEK, 115.5 FT NORTH OF AND ACROSS CHOCTAW DRIVE
 BJ0860'FROM THE NORTH RAIL, IN THE TOP OF THE CENTER OF THE NORTHWEST
 BJ0860'CONCRETE WING WALL OF A DOUBLE CONCRETE BOX CULVERT, 9.1 FT NORTH OF
 BJ0860'THE NORTH CURB OF THE DRIVE.
 BJ0860
 BJ0860                          STATION RECOVERY (1987)
 BJ0860
 BJ0860'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0348 ***********************************************************************
 BJ0348  DESIGNATION -  E 288
 BJ0348  PID         -  BJ0348
 BJ0348  STATE/COUNTY-  LA/ST LANDRY
 BJ0348  USGS QUAD   -  PORTAGE (1970)
 BJ0348
 BJ0348                         *CURRENT SURVEY CONTROL
 BJ0348  ___________________________________________________________________
 BJ0348* NAD 83(1986)-  30 29 43.     (N)    091 51 42.     (W)     SCALED    
 BJ0348* NAVD 88     -        11.432  (meters)      37.51   (feet)  ADJUSTED  
 BJ0348  ___________________________________________________________________
 BJ0348  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ0348  DYNAMIC HT  -          11.417 (meters)      37.46  (feet)  COMP
 BJ0348  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 BJ0348
 BJ0348  VERT ORDER  -  FIRST     CLASS I
 BJ0348
 BJ0348.The horizontal coordinates were scaled from a topographic map and have
 BJ0348.an estimated accuracy of +/- 6 seconds.
 BJ0348
 BJ0348.The orthometric height was determined by differential leveling
 BJ0348.and adjusted by the National Geodetic Survey in February 1994..
 BJ0348
 BJ0348.The geoid height was determined by GEOID03.
 BJ0348
 BJ0348.The dynamic height is computed by dividing the NAVD 88
 BJ0348.geopotential number by the normal gravity value computed on the
 BJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0348.degrees latitude (g = 980.6199 gals.).
 BJ0348
 BJ0348.The modeled gravity was interpolated from observed gravity values.
 BJ0348
 BJ0348;                    North         East    Units  Estimated Accuracy
 BJ0348;SPC LA S     -   221,290.      949,280.      MT  (+/- 180 meters Scaled)
 BJ0348
 BJ0348                          SUPERSEDED SURVEY CONTROL
 BJ0348
 BJ0348  NAVD 88 (06/15/91)   11.448  (m)           37.56   (f) UNKNOWN     1 1
 BJ0348  NGVD 29 (??/??/??)   11.426  (m)           37.49   (f) ADJUSTED    1 1
 BJ0348
 BJ0348.Superseded values are not recommended for survey control.
 BJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0348.See file dsdata.txt to determine how the superseded data were derived.
 BJ0348
 BJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP092742(NAD 83)
 BJ0348_MARKER: DB = BENCH MARK DISK
 BJ0348_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0348+WITH SETTING: INTO GROUND
 BJ0348_SP_SET: METAL ROD WITH BASE PLATE
 BJ0348_STAMPING: E 288 1976
 BJ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0348+STABILITY: SURFACE MOTION
 BJ0348
 BJ0348  HISTORY     - Date     Condition        Report By
 BJ0348  HISTORY     - 1976     MONUMENTED       NGS
 BJ0348
 BJ0348                          STATION DESCRIPTION
 BJ0348
 BJ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0348'10.6 MI SW FROM KROTZ SPRINGS.
 BJ0348'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0348'OFFICE AT KROTZ SPRINGS, THENCE 3.8 MILES SOUTH ALONG THE TOP OF THE
 BJ0348'WEST ATCHAFALAYA FLOODWAY LEVEE, 21 FT. WEST OF CENTER LINE OF LEVEE
 BJ0348'AND CATTLE GUARD, 97 FT. EAST OF THE CENTER LINE OF A GATE IN FENCE
 BJ0348'LINE, 2 FT. NORTH OF A FENCE LINE, 254 FT. SOUTH OF THE 2000 FT. ABLD
 BJ0348'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1284 ***********************************************************************
 BK1284  DESIGNATION -  E 29 RESET 1940
 BK1284  PID         -  BK1284
 BK1284  STATE/COUNTY-  LA/VERNON
 BK1284  USGS QUAD   -  ROSEPINE (1994)
 BK1284
 BK1284                         *CURRENT SURVEY CONTROL
 BK1284  ___________________________________________________________________
 BK1284* NAD 83(1986)-  30 55 11.     (N)    093 16 52.     (W)     SCALED    
 BK1284* NAVD 88     -        67.03   (+/-2cm)     219.9    (feet)  VERTCON   
 BK1284  ___________________________________________________________________
 BK1284  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BK1284
 BK1284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1284
 BK1284.The horizontal coordinates were scaled from a topographic map and have
 BK1284.an estimated accuracy of +/- 6 seconds.
 BK1284
 BK1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1284.The vertical order pertains to the NGVD 29 superseded value.
 BK1284
 BK1284.The geoid height was determined by GEOID03.
 BK1284
 BK1284;                    North         East    Units  Estimated Accuracy
 BK1284;SPC LA N     -    46,810.      925,330.      MT  (+/- 180 meters Scaled)
 BK1284
 BK1284                          SUPERSEDED SURVEY CONTROL
 BK1284
 BK1284  NGVD 29 (??/??/??)   67.190  (m)          220.44   (f) ADJUSTED    2 0
 BK1284
 BK1284.Superseded values are not recommended for survey control.
 BK1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1284.See file dsdata.txt to determine how the superseded data were derived.
 BK1284
 BK1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ731207(NAD 83)
 BK1284_MARKER: DB = BENCH MARK DISK
 BK1284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1284_SP_SET: BLOCK
 BK1284_STAMPING: E 29 RESET 1940
 BK1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1284
 BK1284  HISTORY     - Date     Condition        Report By
 BK1284  HISTORY     - 1940     MONUMENTED       CGS
 BK1284  HISTORY     - 1972     GOOD             LADTD
 BK1284  HISTORY     - 1984     POOR             USGS
 BK1284  HISTORY     - 1984     POOR             USGS
 BK1284  HISTORY     - 19940611 POOR             USPSQD
 BK1284  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1284
 BK1284                          STATION DESCRIPTION
 BK1284
 BK1284'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1284'IN ROSEPINE.
 BK1284'LOCATED ABOUT 0.1 MILES SOUTHEAST OF THE POST OFFICE AT ROSEPINE. 0.4
 BK1284'MILES WEST OF B.M. 58V46.  47 FEET SOUTHEAST OF THE INTERSECTION OF
 BK1284'LOUISIANA HIGHWAY 1146 AND EAST FIRST STREET.  52 FEET SOUTH OF THE
 BK1284'CENTER OF LOUISIANA HIGHWAY 1146.  12 FEET EAST OF THE CENTER OF EAST
 BK1284'FIRST STREET.  60 FEET EAST OF THE EAST RAIL OF THE KANSAS CITY
 BK1284'SOUTHERN RAILROAD.  86 FEET EAST OF MILE POST 684.  98 FEET NORTHWEST
 BK1284'OF THE NORTHWEST CORNER OF THE ROSEPINE ASSEMBLY OF GOD CHURCH.  SET
 BK1284'IN THE TOP OF A CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND. A
 BK1284'STEEL WITNESS POST IS SET 1 FOOT WEST OF THE MARK.
 BK1284
 BK1284                          STATION RECOVERY (1984)
 BK1284
 BK1284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 BK1284'MARK RECOVERED IN POOR CONDITION.
 BK1284
 BK1284                          STATION RECOVERY (1984)
 BK1284
 BK1284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 BK1284'MARK RECOVERED IN POOR CONDITION.
 BK1284
 BK1284                          STATION RECOVERY (1994)
 BK1284
 BK1284'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1284'MARK RECOVERED IN POOR CONDITION.
 BK1284
 BK1284                          STATION RECOVERY (2001)
 BK1284
 BK1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1284'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0901 ***********************************************************************
 BJ0901  DESIGNATION -  E 290
 BJ0901  PID         -  BJ0901
 BJ0901  STATE/COUNTY-  LA/LIVINGSTON
 BJ0901  USGS QUAD   -  HOLDEN (1974)
 BJ0901
 BJ0901                         *CURRENT SURVEY CONTROL
 BJ0901  ___________________________________________________________________
 BJ0901* NAD 83(1986)-  30 30 11.     (N)    090 43 00.     (W)     SCALED    
 BJ0901* NAVD 88     -        11.033  (meters)      36.20   (feet)  ADJUSTED  
 BJ0901  ___________________________________________________________________
 BJ0901  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ0901  DYNAMIC HT  -          11.019 (meters)      36.15  (feet)  COMP
 BJ0901  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BJ0901
 BJ0901  VERT ORDER  -  FIRST     CLASS I
 BJ0901
 BJ0901.The horizontal coordinates were scaled from a topographic map and have
 BJ0901.an estimated accuracy of +/- 6 seconds.
 BJ0901
 BJ0901.The orthometric height was determined by differential leveling
 BJ0901.and adjusted by the National Geodetic Survey in February 1994..
 BJ0901
 BJ0901.The geoid height was determined by GEOID03.
 BJ0901
 BJ0901.The dynamic height is computed by dividing the NAVD 88
 BJ0901.geopotential number by the normal gravity value computed on the
 BJ0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0901.degrees latitude (g = 980.6199 gals.).
 BJ0901
 BJ0901.The modeled gravity was interpolated from observed gravity values.
 BJ0901
 BJ0901;                    North         East    Units  Estimated Accuracy
 BJ0901;SPC LA S     -   222,190.    1,059,200.      MT  (+/- 180 meters Scaled)
 BJ0901
 BJ0901                          SUPERSEDED SURVEY CONTROL
 BJ0901
 BJ0901  NAVD 88 (06/15/91)   11.078  (m)           36.35   (f) UNKNOWN     1 1
 BJ0901  NGVD 29 (??/??/??)   11.052  (m)           36.26   (f) ADJUSTED    1 1
 BJ0901
 BJ0901.Superseded values are not recommended for survey control.
 BJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0901.See file dsdata.txt to determine how the superseded data were derived.
 BJ0901
 BJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP191767(NAD 83)
 BJ0901_MARKER: DB = BENCH MARK DISK
 BJ0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0901_SP_SET: BRIDGE
 BJ0901_STAMPING: E 290 1976
 BJ0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0901
 BJ0901  HISTORY     - Date     Condition        Report By
 BJ0901  HISTORY     - 1976     MONUMENTED       NGS
 BJ0901
 BJ0901                          STATION DESCRIPTION
 BJ0901
 BJ0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0901'1.7 MI EAST FROM LIVINGSTON.
 BJ0901'1.7 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0901'HIGHWAY 63 (FROST ROAD), AT A CONCRETE BRIDGE OVER BIG BRANCH,
 BJ0901'21 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 BJ0901'SOUTH END OF THE EAST CONCRETE ABUTMENT, 2.0 FT NORTH OF THE SOUTH
 BJ0901'END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0246 ***********************************************************************
 BJ0246  DESIGNATION -  E 291
 BJ0246  PID         -  BJ0246
 BJ0246  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0246  USGS QUAD   -  MELVILLE (1994)
 BJ0246
 BJ0246                         *CURRENT SURVEY CONTROL
 BJ0246  ___________________________________________________________________
 BJ0246* NAD 83(1986)-  30 41 44.     (N)    091 39 37.     (W)     SCALED    
 BJ0246* NAVD 88     -         8.964  (meters)      29.41   (feet)  ADJUSTED  
 BJ0246  ___________________________________________________________________
 BJ0246  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0246  DYNAMIC HT  -           8.953 (meters)      29.37  (feet)  COMP
 BJ0246  MODELED GRAV-     979,359.7   (mgal)                       NAVD 88
 BJ0246
 BJ0246  VERT ORDER  -  FIRST     CLASS I
 BJ0246
 BJ0246.The horizontal coordinates were scaled from a topographic map and have
 BJ0246.an estimated accuracy of +/- 6 seconds.
 BJ0246
 BJ0246.The orthometric height was determined by differential leveling
 BJ0246.and adjusted by the National Geodetic Survey in February 1994..
 BJ0246
 BJ0246.The geoid height was determined by GEOID03.
 BJ0246
 BJ0246.The dynamic height is computed by dividing the NAVD 88
 BJ0246.geopotential number by the normal gravity value computed on the
 BJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0246.degrees latitude (g = 980.6199 gals.).
 BJ0246
 BJ0246.The modeled gravity was interpolated from observed gravity values.
 BJ0246
 BJ0246;                    North         East    Units  Estimated Accuracy
 BJ0246;SPC LA S     -   243,420.      968,680.      MT  (+/- 180 meters Scaled)
 BJ0246
 BJ0246                          SUPERSEDED SURVEY CONTROL
 BJ0246
 BJ0246  NGVD 29 (??/??/??)    8.964  (m)           29.41   (f) ADJUSTED    1 1
 BJ0246
 BJ0246.Superseded values are not recommended for survey control.
 BJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0246.See file dsdata.txt to determine how the superseded data were derived.
 BJ0246
 BJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP283966(NAD 83)
 BJ0246_MARKER: DB = BENCH MARK DISK
 BJ0246_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0246+WITH SETTING: INTO GROUND
 BJ0246_SP_SET: METAL ROD WITH BASE PLATE
 BJ0246_STAMPING: E 291 1976
 BJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0246+STABILITY: SURFACE MOTION
 BJ0246
 BJ0246  HISTORY     - Date     Condition        Report By
 BJ0246  HISTORY     - 1976     MONUMENTED       NGS
 BJ0246
 BJ0246                          STATION DESCRIPTION
 BJ0246
 BJ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0246'7.2 MI SW FROM MORGANZA.
 BJ0246'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0246'HIGHWAY 10, THENCE 6.4 MILES WEST AND SOUTH ALONG A LEVEE ROAD
 BJ0246'0.6 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 10, 137 FT EAST OF
 BJ0246'THE CENTER LINE OF THE ROAD, 131.2 FT EAST OF THE NORTHEAST CORNER
 BJ0246'OF A CATTLEGUARD, 7 FT EAST OF THE EAST END OF A GATE, 2.2 FT
 BJ0246'NORTH OF A FENCE. THE DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND,
 BJ0246'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0276 ***********************************************************************
 BJ0276  DESIGNATION -  E 292
 BJ0276  PID         -  BJ0276
 BJ0276  STATE/COUNTY-  LA/IBERVILLE
 BJ0276  USGS QUAD   -  MARINGOUIN (1992)
 BJ0276
 BJ0276                         *CURRENT SURVEY CONTROL
 BJ0276  ___________________________________________________________________
 BJ0276* NAD 83(1986)-  30 26 22.     (N)    091 32 15.     (W)     SCALED    
 BJ0276* NAVD 88     -         4.195  (meters)      13.76   (feet)  ADJUSTED  
 BJ0276  ___________________________________________________________________
 BJ0276  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0276  DYNAMIC HT  -           4.189 (meters)      13.74  (feet)  COMP
 BJ0276  MODELED GRAV-     979,333.2   (mgal)                       NAVD 88
 BJ0276
 BJ0276  VERT ORDER  -  FIRST     CLASS I
 BJ0276
 BJ0276.The horizontal coordinates were scaled from a topographic map and have
 BJ0276.an estimated accuracy of +/- 6 seconds.
 BJ0276
 BJ0276.The orthometric height was determined by differential leveling
 BJ0276.and adjusted by the National Geodetic Survey in February 1994..
 BJ0276
 BJ0276.The geoid height was determined by GEOID03.
 BJ0276
 BJ0276.The dynamic height is computed by dividing the NAVD 88
 BJ0276.geopotential number by the normal gravity value computed on the
 BJ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0276.degrees latitude (g = 980.6199 gals.).
 BJ0276
 BJ0276.The modeled gravity was interpolated from observed gravity values.
 BJ0276
 BJ0276;                    North         East    Units  Estimated Accuracy
 BJ0276;SPC LA S     -   215,000.      980,390.      MT  (+/- 180 meters Scaled)
 BJ0276
 BJ0276                          SUPERSEDED SURVEY CONTROL
 BJ0276
 BJ0276  NGVD 29 (??/??/??)    4.211  (m)           13.82   (f) ADJUSTED    1 1
 BJ0276
 BJ0276.Superseded values are not recommended for survey control.
 BJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0276.See file dsdata.txt to determine how the superseded data were derived.
 BJ0276
 BJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP404683(NAD 83)
 BJ0276_MARKER: DB = BENCH MARK DISK
 BJ0276_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0276+WITH SETTING: INTO GROUND
 BJ0276_SP_SET: METAL ROD WITH BASE PLATE
 BJ0276_STAMPING: E 292 1976
 BJ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0276+STABILITY: SURFACE MOTION
 BJ0276
 BJ0276  HISTORY     - Date     Condition        Report By
 BJ0276  HISTORY     - 1976     MONUMENTED       NGS
 BJ0276  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0276  HISTORY     - 20060419 MARK NOT FOUND   NGS
 BJ0276
 BJ0276                          STATION DESCRIPTION
 BJ0276
 BJ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0276'3.5 MI NORTH FROM RAMAH.
 BJ0276'3.5 MILES NORTH ALONG A LEVEE ROAD FROM THE WEST BOUND LANES
 BJ0276'CONCRETE OVERPASS OF INTERSTATE HIGHWAY 10, 5.7 MILES SOUTHWEST OF
 BJ0276'MARINGOUIN, ON THE INSIDE OF A CURVE, 93 FT EAST OF THE CENTER LINE
 BJ0276'OF THE ROAD, 1.0 FT SOUTH OF A WITNESS POST. THE DISK IS 0.5 FT
 BJ0276'BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0276'4-INCH PLASTIC SCREW PLUG.
 BJ0276
 BJ0276                          STATION RECOVERY (1990)
 BJ0276
 BJ0276'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0276'MARK NOT FOUND.
 BJ0276
 BJ0276                          STATION RECOVERY (2006)
 BJ0276
 BJ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ0276'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0319 ***********************************************************************
 BJ0319  DESIGNATION -  E 293
 BJ0319  PID         -  BJ0319
 BJ0319  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0319  USGS QUAD   -  LOTTIE (1994)
 BJ0319
 BJ0319                         *CURRENT SURVEY CONTROL
 BJ0319  ___________________________________________________________________
 BJ0319* NAD 83(1986)-  30 33 31.     (N)    091 43 01.     (W)     SCALED    
 BJ0319* NAVD 88     -         7.418  (meters)      24.34   (feet)  READJUSTED
 BJ0319  ___________________________________________________________________
 BJ0319  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0319  DYNAMIC HT  -           7.410 (meters)      24.31  (feet)  COMP
 BJ0319  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ0319
 BJ0319  VERT ORDER  -  ?
 BJ0319
 BJ0319.The horizontal coordinates were scaled from a topographic map and have
 BJ0319.an estimated accuracy of +/- 6 seconds.
 BJ0319
 BJ0319.The orthometric height was determined by differential leveling
 BJ0319.and adjusted by the National Geodetic Survey in June 1991..
 BJ0319.The height was derived from older observations constrained to new
 BJ0319.heights in a crustal motion area.  The height is approximate in
 BJ0319.relation to other heights in its vicinity.
 BJ0319
 BJ0319.The geoid height was determined by GEOID03.
 BJ0319
 BJ0319.The dynamic height is computed by dividing the NAVD 88
 BJ0319.geopotential number by the normal gravity value computed on the
 BJ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0319.degrees latitude (g = 980.6199 gals.).
 BJ0319
 BJ0319.The modeled gravity was interpolated from observed gravity values.
 BJ0319
 BJ0319;                    North         East    Units  Estimated Accuracy
 BJ0319;SPC LA S     -   228,250.      963,200.      MT  (+/- 180 meters Scaled)
 BJ0319
 BJ0319                          SUPERSEDED SURVEY CONTROL
 BJ0319
 BJ0319  NGVD 29 (??/??/??)    7.385  (m)           24.23   (f) ADJUSTED    1 1
 BJ0319
 BJ0319.Superseded values are not recommended for survey control.
 BJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0319.See file dsdata.txt to determine how the superseded data were derived.
 BJ0319
 BJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP230813(NAD 83)
 BJ0319_MARKER: DB = BENCH MARK DISK
 BJ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0319_SP_SET: CONCRETE POST
 BJ0319_STAMPING: E 293 1976
 BJ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0319+STABILITY: SURFACE MOTION
 BJ0319
 BJ0319  HISTORY     - Date     Condition        Report By
 BJ0319  HISTORY     - 1976     MONUMENTED       NGS
 BJ0319  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0319
 BJ0319                          STATION DESCRIPTION
 BJ0319
 BJ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0319'3.1 MI EAST FROM KROTZ SPRINGS.
 BJ0319'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0319'POST OFFICE, THENCE 0.6 MILE NORTH ALONG A LEVEE ROAD, THENCE 1.9
 BJ0319'MILES EAST ALONG A PAVED ROAD, 0.05 MILE WEST OF THE JUNCTION OF A
 BJ0319'GRAVELED ROAD LEADING NORTH, 30 FT NORTH OF THE CENTER LINE OF THE
 BJ0319'ROAD, 4 FT NORTH OF A BRACE POLE FOR POWER LINE POLE NUMBER 704-146
 BJ0319'1.2 FT WEST OF A WITNESS POST.
 BJ0319
 BJ0319                          STATION RECOVERY (1986)
 BJ0319
 BJ0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0319'NOT RECOVERED, ASSUMED DESTROYED AS CONCRETE POST WAS FOUND BUT DISK
 BJ0319'HAD BEEN KNOCKED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0214 ***********************************************************************
 BJ0214  DESIGNATION -  E 294
 BJ0214  PID         -  BJ0214
 BJ0214  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0214  USGS QUAD   -  MELVILLE (1994)
 BJ0214
 BJ0214                         *CURRENT SURVEY CONTROL
 BJ0214  ___________________________________________________________________
 BJ0214* NAD 83(1986)-  30 40 36.     (N)    091 43 36.     (W)     SCALED    
 BJ0214* NAVD 88     -         8.126  (meters)      26.66   (feet)  ADJUSTED  
 BJ0214  ___________________________________________________________________
 BJ0214  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ0214  DYNAMIC HT  -           8.115 (meters)      26.62  (feet)  COMP
 BJ0214  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 BJ0214
 BJ0214  VERT ORDER  -  FIRST     CLASS I
 BJ0214
 BJ0214.The horizontal coordinates were scaled from a topographic map and have
 BJ0214.an estimated accuracy of +/- 6 seconds.
 BJ0214
 BJ0214.The orthometric height was determined by differential leveling
 BJ0214.and adjusted by the National Geodetic Survey in February 1994..
 BJ0214
 BJ0214.The geoid height was determined by GEOID03.
 BJ0214
 BJ0214.The dynamic height is computed by dividing the NAVD 88
 BJ0214.geopotential number by the normal gravity value computed on the
 BJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0214.degrees latitude (g = 980.6199 gals.).
 BJ0214
 BJ0214.The modeled gravity was interpolated from observed gravity values.
 BJ0214
 BJ0214;                    North         East    Units  Estimated Accuracy
 BJ0214;SPC LA S     -   241,340.      962,310.      MT  (+/- 180 meters Scaled)
 BJ0214
 BJ0214                          SUPERSEDED SURVEY CONTROL
 BJ0214
 BJ0214  NAVD 88 (06/15/91)    8.166  (m)           26.79   (f) UNKNOWN     1 1
 BJ0214  NGVD 29 (??/??/??)    8.132  (m)           26.68   (f) ADJUSTED    1 1
 BJ0214
 BJ0214.Superseded values are not recommended for survey control.
 BJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0214.See file dsdata.txt to determine how the superseded data were derived.
 BJ0214
 BJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP219944(NAD 83)
 BJ0214_MARKER: DB = BENCH MARK DISK
 BJ0214_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0214+WITH SETTING: INTO GROUND
 BJ0214_SP_SET: METAL ROD WITH BASE PLATE
 BJ0214_STAMPING: E 294 1976
 BJ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0214+STABILITY: SURFACE MOTION
 BJ0214
 BJ0214  HISTORY     - Date     Condition        Report By
 BJ0214  HISTORY     - 1976     MONUMENTED       NGS
 BJ0214
 BJ0214                          STATION DESCRIPTION
 BJ0214
 BJ0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0214'1.7 MI SE FROM MELVILLE.
 BJ0214'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATE
 BJ0214'HIGHWAY 105 UNDERPASS, THENCE 1.1 MILES SOUTH ALONG A LEVEE AND A
 BJ0214'GRAVELED ROAD, AT THE SOUTH END OF A CURVE, 27 FT EAST OF THE CENTER
 BJ0214'LINE OF THE GRAVELED ROAD, 2 FT SOUTH OF POWER LINE POLE NUMBER
 BJ0214'704-412, THE DISK IS 0.5 FT BELOW THE SURFACE OF THE GROUND, ACCESS
 BJ0214'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC PIPE WITH A SCREW PLUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0926 ***********************************************************************
 BJ0926  DESIGNATION -  E 295
 BJ0926  PID         -  BJ0926
 BJ0926  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0926  USGS QUAD   -  ALBANY (1974)
 BJ0926
 BJ0926                         *CURRENT SURVEY CONTROL
 BJ0926  ___________________________________________________________________
 BJ0926* NAD 83(1986)-  30 30 17.     (N)    090 30 15.     (W)     SCALED    
 BJ0926* NAVD 88     -        13.261  (meters)      43.51   (feet)  ADJUSTED  
 BJ0926  ___________________________________________________________________
 BJ0926  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0926  DYNAMIC HT  -          13.243 (meters)      43.45  (feet)  COMP
 BJ0926  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ0926
 BJ0926  VERT ORDER  -  FIRST     CLASS I
 BJ0926
 BJ0926.The horizontal coordinates were scaled from a topographic map and have
 BJ0926.an estimated accuracy of +/- 6 seconds.
 BJ0926
 BJ0926.The orthometric height was determined by differential leveling
 BJ0926.and adjusted by the National Geodetic Survey in February 1994..
 BJ0926
 BJ0926.The geoid height was determined by GEOID03.
 BJ0926
 BJ0926.The dynamic height is computed by dividing the NAVD 88
 BJ0926.geopotential number by the normal gravity value computed on the
 BJ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0926.degrees latitude (g = 980.6199 gals.).
 BJ0926
 BJ0926.The modeled gravity was interpolated from observed gravity values.
 BJ0926
 BJ0926;                    North         East    Units  Estimated Accuracy
 BJ0926;SPC LA S     -   222,500.    1,079,590.      MT  (+/- 180 meters Scaled)
 BJ0926
 BJ0926                          SUPERSEDED SURVEY CONTROL
 BJ0926
 BJ0926  NAVD 88 (06/15/91)   13.297  (m)           43.63   (f) UNKNOWN     1 1
 BJ0926  NGVD 29 (??/??/??)   13.276  (m)           43.56   (f) ADJUSTED    1 1
 BJ0926
 BJ0926.Superseded values are not recommended for survey control.
 BJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0926.See file dsdata.txt to determine how the superseded data were derived.
 BJ0926
 BJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP395773(NAD 83)
 BJ0926_MARKER: DB = BENCH MARK DISK
 BJ0926_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0926_SP_SET: OVERPASS PIER
 BJ0926_STAMPING: E 295 1976
 BJ0926_MARK LOGO: NGS   
 BJ0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0926
 BJ0926  HISTORY     - Date     Condition        Report By
 BJ0926  HISTORY     - 1976     MONUMENTED       NGS
 BJ0926  HISTORY     - 1983     GOOD             LADTD
 BJ0926
 BJ0926                          STATION DESCRIPTION
 BJ0926
 BJ0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0926'2.5 MI WEST FROM HAMMOND.
 BJ0926'1.9 MILES WEST ALONG WEST CHURCH STREET FROM THE ILLINOIS CENTRAL
 BJ0926'RAILROAD STATION, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY 190, AT
 BJ0926'THE INTERSTATE HIGHWAY 55 OVERPASS, 25 FT NORTH OF THE CENTER LINE
 BJ0926'OF THE NORTH LANES OF THE HIGHWAY, SET VERTICALLY IN THE WEST FACE
 BJ0926'OF THE WEST ONE OF THE FIRST ROW OF CONCRETE SUPPORT PIERS SOUTH
 BJ0926'OF THE NORTH END OF THE THE WEST ONE OF TWO OVERPASSES.
 BJ0926
 BJ0926                          STATION RECOVERY (1983)
 BJ0926
 BJ0926'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0332 ***********************************************************************
 AU0332  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0332  DESIGNATION -  E 299
 AU0332  PID         -  AU0332
 AU0332  STATE/COUNTY-  LA/ST CHARLES
 AU0332  USGS QUAD   -  LULING (1992)
 AU0332
 AU0332                         *CURRENT SURVEY CONTROL
 AU0332  ___________________________________________________________________
 AU0332* NAD 83(1992)-  29 54 50.14023(N)    090 20 41.60012(W)     ADJUSTED  
 AU0332* NAVD 88     -         0.70 **(meters)       2.3  **(feet)  GPS OBS(2004.65)
 AU0332  **This station is located in a subsidence area (see below).
 AU0332  ___________________________________________________________________
 AU0332  EPOCH DATE  -        2004.65
 AU0332  X           -     -33,305.395 (meters)                     COMP
 AU0332  Y           -  -5,532,898.902 (meters)                     COMP
 AU0332  Z           -   3,162,094.586 (meters)                     COMP
 AU0332  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU0332  ELLIP HEIGHT-         -25.28  (meters)          (06/22/05) GPS OBS
 AU0332  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU0332  DYNAMIC HT  -           0.70  (meters)       2.3   (feet)  COMP
 AU0332  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 AU0332
 AU0332  HORZ ORDER  -  B
 AU0332  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU0332  ELLP ORDER  -  FOURTH    CLASS I
 AU0332
 AU0332.The horizontal coordinates were established by GPS observations
 AU0332.and adjusted by the National Geodetic Survey in June 2005..
 AU0332.The horizontal coordinates are valid at the epoch date displayed above.
 AU0332.The epoch date for horizontal control is a decimal equivalence
 AU0332.of Year/Month/Day.
 AU0332
 AU0332 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0332 ** and geoid heights are valid at the date of observation. These heights
 AU0332 ** must always be validated when used as control.
 AU0332 ** The orthometric height was determined by GPS observations using
 AU0332 ** precise GPS observation and processing techniques and a new
 AU0332 ** realization of GEOID03. It supersedes the leveled height previously
 AU0332 ** determined for this station.
 AU0332 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0332 ** epoch indicated which incorporates improved geoid heights for the
 AU0332 ** Southern Louisiana Subsidence area.
 AU0332 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0332.The orthometric height was determined by GPS observations and a
 AU0332.high-resolution geoid model using precise GPS observation and
 AU0332.processing techniques. It supersedes the leveled height previously
 AU0332.determined for this station.
 AU0332.WARNING-GPS observations at this control monument resulted in a GPS
 AU0332.derived orthometric height which differed from the leveled height by
 AU0332.more than one decimeter (0.1 meter).
 AU0332.The vertical order pertains to the first NAVD 88 superseded value.
 AU0332
 AU0332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0332
 AU0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0332
 AU0332.The ellipsoidal height was determined by GPS observations
 AU0332.and is referenced to NAD 83.
 AU0332
 AU0332.The geoid height was determined by GEOID03.
 AU0332
 AU0332.The dynamic height is computed by dividing the NAVD 88
 AU0332.geopotential number by the normal gravity value computed on the
 AU0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0332.degrees latitude (g = 980.6199 gals.).
 AU0332
 AU0332.The modeled gravity was interpolated from observed gravity values.
 AU0332
 AU0332;                    North         East     Units Scale Factor Converg.
 AU0332;SPC LA S     -   157,137.530 1,095,445.356   MT  0.99992689   +0 29 39.2
 AU0332;SPC LA S     -   515,542.05  3,593,973.64   sFT  0.99992689   +0 29 39.2
 AU0332;UTM  15      - 3,312,211.335   756,346.464   MT  1.00041085   +1 19 29.4
 AU0332
 AU0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0332!SPC LA S     -   1.00000397  x   0.99992689  =   0.99993086
 AU0332!UTM  15      -   1.00000397  x   1.00041085  =   1.00041482
 AU0332
 AU0332                          SUPERSEDED SURVEY CONTROL
 AU0332
 AU0332  NAVD 88 (12/05/96)    0.829  (m)            2.72   (f) ADJUSTED    1 1
 AU0332  NAVD 88 (02/14/94)    0.811  (m)            2.66   (f) UNKNOWN     1 1
 AU0332  NAVD 88 (06/15/91)    0.868  (m)            2.85   (f) UNKNOWN     1 1
 AU0332  NGVD 29 (??/??/??)    0.901  (m)            2.96   (f) ADJUSTED    1 1
 AU0332
 AU0332.Superseded values are not recommended for survey control.
 AU0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0332.See file dsdata.txt to determine how the superseded data were derived.
 AU0332
 AU0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5634612211(NAD 83)
 AU0332_MARKER: DV = VERTICAL CONTROL DISK
 AU0332_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU0332_SP_SET: COPPER-CLAD STEEL ROD
 AU0332_STAMPING: E 299 1977
 AU0332_MARK LOGO: NGS   
 AU0332_PROJECTION: RECESSED 10 CENTIMETERS
 AU0332_MAGNETIC: I = MARKER IS A STEEL ROD
 AU0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0332+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 AU0332_ROD/PIPE-DEPTH: 12.2 meters
 AU0332
 AU0332  HISTORY     - Date     Condition        Report By
 AU0332  HISTORY     - 1977     MONUMENTED       NGS
 AU0332  HISTORY     - 19941122 GOOD             NGS
 AU0332  HISTORY     - 20040420 GOOD             NGS
 AU0332  HISTORY     - 20051011 GOOD             NGS
 AU0332
 AU0332                          STATION DESCRIPTION
 AU0332
 AU0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AU0332'6.0 MI NE FROM PARADIS.
 AU0332'6.05 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AU0332'THE SCHOOL, 7 TELEPHONE POLES WEST OF MILEPOLE 21, AT THE CROSSING OF
 AU0332'STATE HIGHWAY 3060, 34.8 FT. SOUTH OF THE SOUTH RAIL, 109 FT. WEST OF
 AU0332'THE CENTER LINE OF STATE HIGHWAY 3060, 74 FT. NORTH OF THE CENTER LINE
 AU0332'OF THE WEST BOUND LANES OF U.S. HIGHWAY 90, 69 FT. WEST OF A POLE
 AU0332'SUPPORTING A METER, 2 FT EAST OF A TELEPHONE POLE, THE DISK IS 0.6 FT.
 AU0332'BELOW THE LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 AU0332'PLASTIC PIPE WITH A SCREW PLUG WHICH PROJECTS 0.1 FT ABOVE THE GROUND.
 AU0332
 AU0332                          STATION RECOVERY (1994)
 AU0332
 AU0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0332'4.5 KM (2.80 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AU0332'STATE HIGHWAY 52 IN BOUTTE, 33.2 M (108.9 FT) WEST OF THE CENTERLINE
 AU0332'OF STATE HIGHWAY 3060, 22.6 M (74.1 FT) NORTH OF THE CENTERLINE OF THE
 AU0332'WESTBOUND LANES OF THE U.S. HIGHWAY, 10.5 M (34.4 FT) SOUTH OF THE
 AU0332'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 0.5 M (1.6 FT) EAST OF A
 AU0332'UTILITY POLE STUB, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE U.S.
 AU0332'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 AU0332'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AU0332
 AU0332                          STATION RECOVERY (2004)
 AU0332
 AU0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU0332'RECOVERED AS DESCRIBED.
 AU0332
 AU0332                          STATION RECOVERY (2005)
 AU0332
 AU0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU0332'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  0.5 M SOUTH OF A
 AU0332'METAL POST WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2231 ***********************************************************************
 BK2231  DESIGNATION -  E 30
 BK2231  PID         -  BK2231
 BK2231  STATE/COUNTY-  LA/ST LANDRY
 BK2231  USGS QUAD   -  OPELOUSAS (1992)
 BK2231
 BK2231                         *CURRENT SURVEY CONTROL
 BK2231  ___________________________________________________________________
 BK2231* NAD 83(1986)-  30 32 23.     (N)    092 00 58.     (W)     SCALED    
 BK2231* NAVD 88     -        10.30   (+/-2cm)      33.8    (feet)  VERTCON   
 BK2231  ___________________________________________________________________
 BK2231  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2231
 BK2231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2231
 BK2231.The horizontal coordinates were scaled from a topographic map and have
 BK2231.an estimated accuracy of +/- 6 seconds.
 BK2231
 BK2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2231.The vertical order pertains to the NGVD 29 superseded value.
 BK2231
 BK2231.The geoid height was determined by GEOID03.
 BK2231
 BK2231;                    North         East    Units  Estimated Accuracy
 BK2231;SPC LA S     -   226,290.      934,480.      MT  (+/- 180 meters Scaled)
 BK2231
 BK2231                          SUPERSEDED SURVEY CONTROL
 BK2231
 BK2231  NGVD 29 (??/??/??)   10.272  (m)           33.70   (f) ADJUSTED    2 0
 BK2231
 BK2231.Superseded values are not recommended for survey control.
 BK2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2231.See file dsdata.txt to determine how the superseded data were derived.
 BK2231
 BK2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP943790(NAD 83)
 BK2231_MARKER: DB = BENCH MARK DISK
 BK2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2231_STAMPING: E 30 1935
 BK2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2231+STABILITY: SURFACE MOTION
 BK2231
 BK2231  HISTORY     - Date     Condition        Report By
 BK2231  HISTORY     - 1935     MONUMENTED       CGS
 BK2231  HISTORY     - 1957     MARK NOT FOUND   USGS
 BK2231
 BK2231                          STATION DESCRIPTION
 BK2231
 BK2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK2231'3.8 MI E FROM OPELOUSAS.
 BK2231'3.8 MI E OF AND ALONG THE M P R R. 12 FEET S OF THE TRACK.  18 FEET W
 BK2231'OF W END OF BRIDGE 594.5.  15 FEET E OF A RAILWAY CATTLE GUARD.
 BK2231
 BK2231                          STATION RECOVERY (1957)
 BK2231
 BK2231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BK2231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2261 ***********************************************************************
 BX2261  DESIGNATION -  E 301
 BX2261  PID         -  BX2261
 BX2261  STATE/COUNTY-  LA/RAPIDES
 BX2261  USGS QUAD   -  LATANIER (1993)
 BX2261
 BX2261                         *CURRENT SURVEY CONTROL
 BX2261  ___________________________________________________________________
 BX2261* NAD 83(1986)-  31 12 06.     (N)    092 21 21.     (W)     SCALED    
 BX2261* NAVD 88     -        20.987  (meters)      68.85   (feet)  ADJUSTED  
 BX2261  ___________________________________________________________________
 BX2261  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX2261  DYNAMIC HT  -          20.961 (meters)      68.77  (feet)  COMP
 BX2261  MODELED GRAV-     979,397.0   (mgal)                       NAVD 88
 BX2261
 BX2261  VERT ORDER  -  FIRST     CLASS I
 BX2261
 BX2261.The horizontal coordinates were scaled from a topographic map and have
 BX2261.an estimated accuracy of +/- 6 seconds.
 BX2261
 BX2261.The orthometric height was determined by differential leveling
 BX2261.and adjusted by the National Geodetic Survey in February 1994..
 BX2261
 BX2261.The geoid height was determined by GEOID03.
 BX2261
 BX2261.The dynamic height is computed by dividing the NAVD 88
 BX2261.geopotential number by the normal gravity value computed on the
 BX2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2261.degrees latitude (g = 980.6199 gals.).
 BX2261
 BX2261.The modeled gravity was interpolated from observed gravity values.
 BX2261
 BX2261;                    North         East    Units  Estimated Accuracy
 BX2261;SPC LA N     -    77,810.    1,013,740.      MT  (+/- 180 meters Scaled)
 BX2261
 BX2261                          SUPERSEDED SURVEY CONTROL
 BX2261
 BX2261  NAVD 88 (06/15/91)   20.989  (m)           68.86   (f) UNKNOWN     1 1
 BX2261  NGVD 29 (??/??/??)   20.968  (m)           68.79   (f) ADJUSTED    1 1
 BX2261
 BX2261.Superseded values are not recommended for survey control.
 BX2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2261.See file dsdata.txt to determine how the superseded data were derived.
 BX2261
 BX2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ613521(NAD 83)
 BX2261_MARKER: DB = BENCH MARK DISK
 BX2261_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2261+WITH SETTING: INTO GROUND
 BX2261_SP_SET: METAL ROD WITH BASE PLATE
 BX2261_STAMPING: E 301 1977
 BX2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2261+STABILITY: SURFACE MOTION
 BX2261
 BX2261  HISTORY     - Date     Condition        Report By
 BX2261  HISTORY     - 1977     MONUMENTED       NGS
 BX2261  HISTORY     - 19990424 GOOD             USPSQD
 BX2261
 BX2261                          STATION DESCRIPTION
 BX2261
 BX2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2261'IN LATANIER.
 BX2261'AT THE LOUISIANA INTRASTATE GAS COMPANY CELL STATION AT THE
 BX2261'JUNCTION OF STATE HIGHWAYS 1 AND 457 SOUTH, 152 FEET SOUTH
 BX2261'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 1, 50 FEET SOUTH-
 BX2261'SOUTHWEST OF THE SOUTHERN MOST RAIL OF THE KANSAS CITY SOUTHERN
 BX2261'RAILROAD, 26 FEET EAST-NORTHEAST OF THE CENTER LINE OF HIGHWAY
 BX2261'457, 4 FEET SOUTHEAST OF A POWER LINE POLE WITH A METER, AND
 BX2261'2 FEET SOUTHEAST OF A CYCLONE FENCE. NOTE. THIS MARK IS
 BX2261'REPLACING N 237 WHICH IS GOING TO BE DESTROYED.
 BX2261
 BX2261                          STATION RECOVERY (1999)
 BX2261
 BX2261'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2233 ***********************************************************************
 BX2233  DESIGNATION -  E 302
 BX2233  PID         -  BX2233
 BX2233  STATE/COUNTY-  LA/AVOYELLES
 BX2233  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2233
 BX2233                         *CURRENT SURVEY CONTROL
 BX2233  ___________________________________________________________________
 BX2233* NAD 83(1986)-  31 13 51.     (N)    092 06 35.     (W)     SCALED    
 BX2233* NAVD 88     -        18.308  (meters)      60.07   (feet)  ADJUSTED  
 BX2233  ___________________________________________________________________
 BX2233  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX2233  DYNAMIC HT  -          18.285 (meters)      59.99  (feet)  COMP
 BX2233  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 BX2233
 BX2233  VERT ORDER  -  FIRST     CLASS I
 BX2233
 BX2233.The horizontal coordinates were scaled from a topographic map and have
 BX2233.an estimated accuracy of +/- 6 seconds.
 BX2233
 BX2233.The orthometric height was determined by differential leveling
 BX2233.and adjusted by the National Geodetic Survey in February 1994..
 BX2233
 BX2233.The geoid height was determined by GEOID03.
 BX2233
 BX2233.The dynamic height is computed by dividing the NAVD 88
 BX2233.geopotential number by the normal gravity value computed on the
 BX2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2233.degrees latitude (g = 980.6199 gals.).
 BX2233
 BX2233.The modeled gravity was interpolated from observed gravity values.
 BX2233
 BX2233;                    North         East    Units  Estimated Accuracy
 BX2233;SPC LA N     -    81,100.    1,037,180.      MT  (+/- 180 meters Scaled)
 BX2233
 BX2233                          SUPERSEDED SURVEY CONTROL
 BX2233
 BX2233  NAVD 88 (06/15/91)   18.317  (m)           60.09   (f) UNKNOWN     1 1
 BX2233  NGVD 29 (??/??/??)   18.272  (m)           59.95   (f) ADJUSTED    1 1
 BX2233
 BX2233.Superseded values are not recommended for survey control.
 BX2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2233.See file dsdata.txt to determine how the superseded data were derived.
 BX2233
 BX2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ847555(NAD 83)
 BX2233_MARKER: DB = BENCH MARK DISK
 BX2233_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2233+WITH SETTING: INTO GROUND
 BX2233_SP_SET: METAL ROD WITH BASE PLATE
 BX2233_STAMPING: E 302 1977
 BX2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2233+STABILITY: SURFACE MOTION
 BX2233
 BX2233  HISTORY     - Date     Condition        Report By
 BX2233  HISTORY     - 1977     MONUMENTED       NGS
 BX2233
 BX2233                          STATION DESCRIPTION
 BX2233
 BX2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2233'3.3 MI EAST FROM EFFIE.
 BX2233'3.3 MILES EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2233'STATE HIGHWAYS 107 AND 115 AT EFFIE, 54 FEET NORTH OF THE
 BX2233'CENTER LINE OF LEVEE ROAD, 35 FEET SOUTH OF THE CENTER LINE
 BX2233'OF THE HIGHWAY, 16 FEET EAST OF THE CENTER OF A STEEL GATE,
 BX2233'1 FOOT NORTHWEST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2329 ***********************************************************************
 BX2329  DESIGNATION -  E 303
 BX2329  PID         -  BX2329
 BX2329  STATE/COUNTY-  LA/NATCHITOCHES
 BX2329  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2329
 BX2329                         *CURRENT SURVEY CONTROL
 BX2329  ___________________________________________________________________
 BX2329* NAD 83(1986)-  31 46 44.     (N)    093 01 29.     (W)     SCALED    
 BX2329* NAVD 88     -        35.071  (meters)     115.06   (feet)  ADJUSTED  
 BX2329  ___________________________________________________________________
 BX2329  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2329  DYNAMIC HT  -          35.029 (meters)     114.92  (feet)  COMP
 BX2329  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 BX2329
 BX2329  VERT ORDER  -  FIRST     CLASS I
 BX2329
 BX2329.The horizontal coordinates were scaled from a topographic map and have
 BX2329.an estimated accuracy of +/- 6 seconds.
 BX2329
 BX2329.The orthometric height was determined by differential leveling
 BX2329.and adjusted by the National Geodetic Survey in February 1994..
 BX2329
 BX2329.The geoid height was determined by GEOID03.
 BX2329
 BX2329.The dynamic height is computed by dividing the NAVD 88
 BX2329.geopotential number by the normal gravity value computed on the
 BX2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2329.degrees latitude (g = 980.6199 gals.).
 BX2329
 BX2329.The modeled gravity was interpolated from observed gravity values.
 BX2329
 BX2329;                    North         East    Units  Estimated Accuracy
 BX2329;SPC LA N     -   141,920.      950,300.      MT  (+/- 180 meters Scaled)
 BX2329
 BX2329                          SUPERSEDED SURVEY CONTROL
 BX2329
 BX2329  NAVD 88 (06/15/91)   35.070  (m)          115.06   (f) UNKNOWN     1 1
 BX2329  NGVD 29 (??/??/??)   35.109  (m)          115.19   (f) ADJUSTED    1 1
 BX2329
 BX2329.Superseded values are not recommended for survey control.
 BX2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2329.See file dsdata.txt to determine how the superseded data were derived.
 BX2329
 BX2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR976159(NAD 83)
 BX2329_MARKER: DB = BENCH MARK DISK
 BX2329_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2329+WITH SETTING: INTO GROUND
 BX2329_SP_SET: METAL ROD WITH BASE PLATE
 BX2329_STAMPING: E 303 1977
 BX2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2329+STABILITY: SURFACE MOTION
 BX2329
 BX2329  HISTORY     - Date     Condition        Report By
 BX2329  HISTORY     - 1977     MONUMENTED       NGS
 BX2329
 BX2329                          STATION DESCRIPTION
 BX2329
 BX2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2329'5.3 MI NE FROM NATCHITOCHES.
 BX2329'ABOUT 3.3 MILES NORTHEAST ON WILLIAMS AVENUE FROM THE
 BX2329'JUNCTION OF WILLIAMS AND THE NORTH BRIDGE OVER RIVER LAKE, TO
 BX2329'THE BETHEL BAPTIST CHURCH, THENCE 2 MILES SOUTHEAST ON GRAVEL
 BX2329'ROAD AND TOP OF LEVEE, 54 FEET SOUTHWEST OF THE CENTER OF A
 BX2329'CATTLE GUARD ON TOP OF LEVEE, 9 FEET SOUTHEAST OF A FENCE
 BX2329'CORNER AT TOE OF LEVEE, ABOUT 100 FEET SOUTHWEST OF A OLD
 BX2329'HOUSE, AND 1 FOOT NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2340 ***********************************************************************
 BX2340  DESIGNATION -  E 305
 BX2340  PID         -  BX2340
 BX2340  STATE/COUNTY-  LA/NATCHITOCHES
 BX2340  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2340
 BX2340                         *CURRENT SURVEY CONTROL
 BX2340  ___________________________________________________________________
 BX2340* NAD 83(1986)-  31 49 49.     (N)    093 06 47.     (W)     SCALED    
 BX2340* NAVD 88     -        38.897  (meters)     127.61   (feet)  ADJUSTED  
 BX2340  ___________________________________________________________________
 BX2340  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2340  DYNAMIC HT  -          38.851 (meters)     127.46  (feet)  COMP
 BX2340  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 BX2340
 BX2340  VERT ORDER  -  FIRST     CLASS I
 BX2340
 BX2340.The horizontal coordinates were scaled from a topographic map and have
 BX2340.an estimated accuracy of +/- 6 seconds.
 BX2340
 BX2340.The orthometric height was determined by differential leveling
 BX2340.and adjusted by the National Geodetic Survey in February 1994..
 BX2340
 BX2340.The geoid height was determined by GEOID03.
 BX2340
 BX2340.The dynamic height is computed by dividing the NAVD 88
 BX2340.geopotential number by the normal gravity value computed on the
 BX2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2340.degrees latitude (g = 980.6199 gals.).
 BX2340
 BX2340.The modeled gravity was interpolated from observed gravity values.
 BX2340
 BX2340;                    North         East    Units  Estimated Accuracy
 BX2340;SPC LA N     -   147,660.      941,970.      MT  (+/- 180 meters Scaled)
 BX2340
 BX2340                          SUPERSEDED SURVEY CONTROL
 BX2340
 BX2340  NAVD 88 (06/15/91)   38.897  (m)          127.61   (f) UNKNOWN     1 1
 BX2340  NGVD 29 (??/??/??)   38.945  (m)          127.77   (f) ADJUSTED    1 1
 BX2340
 BX2340.Superseded values are not recommended for survey control.
 BX2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2340.See file dsdata.txt to determine how the superseded data were derived.
 BX2340
 BX2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR893216(NAD 83)
 BX2340_MARKER: DB = BENCH MARK DISK
 BX2340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX2340_SP_SET: CONCRETE BRIDGE ABUTMENT
 BX2340_STAMPING: E 305 1977
 BX2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2340
 BX2340  HISTORY     - Date     Condition        Report By
 BX2340  HISTORY     - 1977     MONUMENTED       NGS
 BX2340
 BX2340                          STATION DESCRIPTION
 BX2340
 BX2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2340'7.3 MI NW FROM NATCHITOCHES.
 BX2340'4.1 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX2340'NATCHITOCHES, TO A PAVED ROAD LEADING NORTHWEST, THENCE 1.8 MILES
 BX2340'NORTHWEST ON A PAVED ROAD TO A DIRT ROAD LEADING SOUTHWEST,
 BX2340'THENCE 0.8 MILE ACROSS A GRAVEL PIT TO THE RAILROAD TRACK AND
 BX2340'THE TEXAS AND PACIFIC RAILWAY TRANSMITTER TOWER, THENCE 0.6 MILE
 BX2340'NORTHWEST ALONG THE RAILROAD TO THE BRIDGE OVER BAYOU PIERE CREEK,
 BX2340'SET IN THE TOP NORTHEAST END OF THE SOUTHEAST ABUTMENT, 6 FEET
 BX2340'NORTHEAST OF THE NORTHEAST RAIL, 6 FEET SOUTHWEST OF THE NORTHEAST
 BX2340'END OF THE ABUTMENT, AND AT BRIDGE NUMBER 2527.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2136 ***********************************************************************
 CQ2136  DESIGNATION -  E 306
 CQ2136  PID         -  CQ2136
 CQ2136  STATE/COUNTY-  LA/CADDO
 CQ2136  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2136
 CQ2136                         *CURRENT SURVEY CONTROL
 CQ2136  ___________________________________________________________________
 CQ2136* NAD 83(1986)-  32 36 12.     (N)    093 46 13.     (W)     SCALED    
 CQ2136* NAVD 88     -        52.717  (meters)     172.96   (feet)  ADJUSTED  
 CQ2136  ___________________________________________________________________
 CQ2136  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2136  DYNAMIC HT  -          52.658 (meters)     172.76  (feet)  COMP
 CQ2136  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CQ2136
 CQ2136  VERT ORDER  -  FIRST     CLASS I
 CQ2136
 CQ2136.The horizontal coordinates were scaled from a topographic map and have
 CQ2136.an estimated accuracy of +/- 6 seconds.
 CQ2136
 CQ2136.The orthometric height was determined by differential leveling
 CQ2136.and adjusted by the National Geodetic Survey in June 1991..
 CQ2136
 CQ2136.The geoid height was determined by GEOID03.
 CQ2136
 CQ2136.The dynamic height is computed by dividing the NAVD 88
 CQ2136.geopotential number by the normal gravity value computed on the
 CQ2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2136.degrees latitude (g = 980.6199 gals.).
 CQ2136
 CQ2136.The modeled gravity was interpolated from observed gravity values.
 CQ2136
 CQ2136;                    North         East    Units  Estimated Accuracy
 CQ2136;SPC LA N     -   233,910.      880,760.      MT  (+/- 180 meters Scaled)
 CQ2136
 CQ2136                          SUPERSEDED SURVEY CONTROL
 CQ2136
 CQ2136  NGVD 29 (??/??/??)   52.773  (m)          173.14   (f) ADJUSTED    1 1
 CQ2136
 CQ2136.Superseded values are not recommended for survey control.
 CQ2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2136.See file dsdata.txt to determine how the superseded data were derived.
 CQ2136
 CQ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS277075(NAD 83)
 CQ2136_MARKER: DB = BENCH MARK DISK
 CQ2136_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2136+WITH SETTING: INTO GROUND
 CQ2136_SP_SET: METAL ROD WITH BASE PLATE
 CQ2136_STAMPING: E 306 1977
 CQ2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2136+STABILITY: SURFACE MOTION
 CQ2136
 CQ2136  HISTORY     - Date     Condition        Report By
 CQ2136  HISTORY     - 1977     MONUMENTED       NGS
 CQ2136  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2136
 CQ2136                          STATION DESCRIPTION
 CQ2136
 CQ2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2136'7.7 MI SOUTH FROM DIXIE.
 CQ2136'7.7 MILES SOUTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2136'DIXIE, 151 FEET WEST OF THE CENTER OF THE LEVEE, 69 FEET NORTH OF
 CQ2136'THE CENTER OF A ROAD CROSSING LEVEE, 31 FEET EAST OF THE CENTER
 CQ2136'OF THE HIGHWAY, 5 FEET WEST OF POWERLINE POLE NO 81, 4 FEET
 CQ2136'SOUTHEAST OF A GUYED WIRE, AND 4 FEET EAST OF A WIRE FENCE.
 CQ2136
 CQ2136                          STATION RECOVERY (1999)
 CQ2136
 CQ2136'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2168 ***********************************************************************
 CQ2168  DESIGNATION -  E 307
 CQ2168  PID         -  CQ2168
 CQ2168  STATE/COUNTY-  LA/CADDO
 CQ2168  USGS QUAD   -  GILLIAM (1971)
 CQ2168
 CQ2168                         *CURRENT SURVEY CONTROL
 CQ2168  ___________________________________________________________________
 CQ2168* NAD 83(1986)-  32 50 30.     (N)    093 47 24.     (W)     SCALED    
 CQ2168* NAVD 88     -        59.932  (meters)     196.63   (feet)  ADJUSTED  
 CQ2168  ___________________________________________________________________
 CQ2168  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2168  DYNAMIC HT  -          59.866 (meters)     196.41  (feet)  COMP
 CQ2168  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 CQ2168
 CQ2168  VERT ORDER  -  FIRST     CLASS I
 CQ2168
 CQ2168.The horizontal coordinates were scaled from a topographic map and have
 CQ2168.an estimated accuracy of +/- 6 seconds.
 CQ2168
 CQ2168.The orthometric height was determined by differential leveling
 CQ2168.and adjusted by the National Geodetic Survey in June 1991..
 CQ2168
 CQ2168.The geoid height was determined by GEOID03.
 CQ2168
 CQ2168.The dynamic height is computed by dividing the NAVD 88
 CQ2168.geopotential number by the normal gravity value computed on the
 CQ2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2168.degrees latitude (g = 980.6199 gals.).
 CQ2168
 CQ2168.The modeled gravity was interpolated from observed gravity values.
 CQ2168
 CQ2168;                    North         East    Units  Estimated Accuracy
 CQ2168;SPC LA N     -   260,360.      879,230.      MT  (+/- 180 meters Scaled)
 CQ2168
 CQ2168                          SUPERSEDED SURVEY CONTROL
 CQ2168
 CQ2168  NGVD 29 (??/??/??)   59.983  (m)          196.79   (f) ADJUSTED    1 1
 CQ2168
 CQ2168.Superseded values are not recommended for survey control.
 CQ2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2168.See file dsdata.txt to determine how the superseded data were derived.
 CQ2168
 CQ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS260340(NAD 83)
 CQ2168_MARKER: DB = BENCH MARK DISK
 CQ2168_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2168+WITH SETTING: INTO GROUND
 CQ2168_SP_SET: METAL ROD WITH BASE PLATE
 CQ2168_STAMPING: E 307 1977
 CQ2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2168+STABILITY: SURFACE MOTION
 CQ2168
 CQ2168  HISTORY     - Date     Condition        Report By
 CQ2168  HISTORY     - 1977     MONUMENTED       NGS
 CQ2168
 CQ2168                          STATION DESCRIPTION
 CQ2168
 CQ2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2168'4.2 MI EAST FROM GILLIAM.
 CQ2168'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE TEXAS AND PACIFIC
 CQ2168'RAILROAD CROSSING AT GILLIAM, THENCE 3.1 MILES EAST ALONG SARTOR
 CQ2168'ROAD, THENCE 1.0 MILE NORTH ALONG LEVEE, 32 FEET WEST OF THE CENTER
 CQ2168'OF THE LEVEE, 2 FEET EAST OF A BARBED WIRE FENCE AND PROTECTED BY
 CQ2168'TWO ORANGE WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1133 ***********************************************************************
 BH1133  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BH1133  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1133  DESIGNATION -  E 3145
 BH1133  PID         -  BH1133
 BH1133  STATE/COUNTY-  LA/ORLEANS
 BH1133  USGS QUAD   -  CHEF MENTEUR (1994)
 BH1133
 BH1133                         *CURRENT SURVEY CONTROL
 BH1133  ___________________________________________________________________
 BH1133* NAD 83(1992)-  30 04 06.73061(N)    089 48 13.12979(W)     ADJUSTED  
 BH1133* NAVD 88     -         4.82 **(meters)      15.8  **(feet)  GPS OBS(2004.65)
 BH1133  **This station is located in a subsidence area (see below).
 BH1133  ___________________________________________________________________
 BH1133  EPOCH DATE  -        2004.65
 BH1133  X           -      18,932.222 (meters)                     COMP
 BH1133  Y           -  -5,524,402.922 (meters)                     COMP
 BH1133  Z           -   3,176,940.272 (meters)                     COMP
 BH1133  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BH1133  ELLIP HEIGHT-         -21.51  (meters)          (04/11/06) GPS OBS
 BH1133  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BH1133  DYNAMIC HT  -           4.81  (meters)      15.8   (feet)  COMP
 BH1133  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 BH1133
 BH1133  HORZ ORDER  -  B
 BH1133  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1133  ELLP ORDER  -  FOURTH    CLASS II
 BH1133
 BH1133.The horizontal coordinates were established by GPS observations
 BH1133.and adjusted by the National Geodetic Survey in April 2006..
 BH1133.The horizontal coordinates are valid at the epoch date displayed above.
 BH1133.The epoch date for horizontal control is a decimal equivalence
 BH1133.of Year/Month/Day.
 BH1133
 BH1133 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1133 ** and geoid heights are valid at the date of observation. These heights
 BH1133 ** must always be validated when used as control.
 BH1133 ** The orthometric height was determined by GPS observations using
 BH1133 ** precise GPS observation and processing techniques and a new
 BH1133 ** realization of GEOID03. It supersedes the leveled height previously
 BH1133 ** determined for this station.
 BH1133 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1133 ** epoch indicated which incorporates improved geoid heights for the
 BH1133 ** Southern Louisiana Subsidence area.
 BH1133 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1133.The orthometric height was determined by GPS observations and a
 BH1133.high-resolution geoid model using precise GPS observation and
 BH1133.processing techniques. It supersedes the leveled height previously
 BH1133.determined for this station.
 BH1133.WARNING-GPS observations at this control monument resulted in a GPS
 BH1133.derived orthometric height which differed from the leveled height by
 BH1133.more than one decimeter (0.1 meter).
 BH1133.The vertical order pertains to the first NAVD 88 superseded value.
 BH1133
 BH1133.This Tidal Bench Mark is designated as VM 7175
 BH1133.by the Center for Operational Oceanographic Products and Services.
 BH1133
 BH1133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1133
 BH1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1133
 BH1133.The ellipsoidal height was determined by GPS observations
 BH1133.and is referenced to NAD 83.
 BH1133
 BH1133.The geoid height was determined by GEOID03.
 BH1133
 BH1133.The dynamic height is computed by dividing the NAVD 88
 BH1133.geopotential number by the normal gravity value computed on the
 BH1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1133.degrees latitude (g = 980.6199 gals.).
 BH1133
 BH1133.The modeled gravity was interpolated from observed gravity values.
 BH1133
 BH1133;                    North         East     Units Scale Factor Converg.
 BH1133;SPC LA S     -   174,847.681 1,147,476.975   MT  0.99992644   +0 45 53.5
 BH1133;SPC LA S     -   573,646.10  3,764,680.71   sFT  0.99992644   +0 45 53.5
 BH1133;UTM  16      - 3,329,694.598   229,726.625   MT  1.00050133   -1 24 20.1
 BH1133
 BH1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1133!SPC LA S     -   1.00000338  x   0.99992644  =   0.99992982
 BH1133!UTM  16      -   1.00000338  x   1.00050133  =   1.00050471
 BH1133
 BH1133                          SUPERSEDED SURVEY CONTROL
 BH1133
 BH1133  NAVD 88 (12/05/96)    4.987  (m)           16.36   (f) ADJUSTED    1 1
 BH1133  NAVD 88 (02/14/94)    4.976  (m)           16.33   (f) UNKNOWN     1 1
 BH1133  NAVD 88 (06/15/91)    4.996  (m)           16.39   (f) UNKNOWN     1 1
 BH1133  NGVD 29 (05/21/91)    5.038  (m)           16.53   (f) ADJUSTED    1 1
 BH1133
 BH1133.Superseded values are not recommended for survey control.
 BH1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1133.See file dsdata.txt to determine how the superseded data were derived.
 BH1133
 BH1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2972729695(NAD 83)
 BH1133_MARKER: DD = SURVEY DISK
 BH1133_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH1133+WITH SETTING: PAVEMENT
 BH1133_SP_SET: DISK SET IN A CONCRETE BRIDGE DE
 BH1133_STAMPING: E 3145
 BH1133_MARK LOGO: LAGS  
 BH1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1133+STABILITY: SURFACE MOTION
 BH1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1133+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 BH1133
 BH1133  HISTORY     - Date     Condition        Report By
 BH1133  HISTORY     - UNK      MONUMENTED       LAGS
 BH1133  HISTORY     - 1969     GOOD             CGS
 BH1133  HISTORY     - 1970     GOOD             NGS
 BH1133  HISTORY     - 1977     GOOD             NGS
 BH1133  HISTORY     - 1981     GOOD             USGS
 BH1133  HISTORY     - 1985     GOOD             NGS
 BH1133  HISTORY     - 1986     MARK NOT FOUND   NGS
 BH1133  HISTORY     - 19901019 GOOD             NGS
 BH1133  HISTORY     - 19941024 GOOD             NGS
 BH1133  HISTORY     - 20060109 GOOD             LAGS
 BH1133
 BH1133                          STATION DESCRIPTION
 BH1133
 BH1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH1133'14.65 MI E FROM NEW ORLEANS.
 BH1133'ABOUT 14.65 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE I 10 OVERPASS
 BH1133'OVER U. S. HIGHWAY 90 AT NEW ORLEANS, AT THE NORTHEAST END OF THE
 BH1133'HIGHWAY BRIDGE OVER CHEF MENTEUR PASS, SET IN THE CONCRETE BRIDGE
 BH1133'FLOOR, 247 FEET SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE, 2.5 FEET
 BH1133'NORTHEAST OF THE NORTHEAST END OF THE STEEL SPAN OF THE BRIDGE, 9 FEET
 BH1133'NORTHWEST OF THE CENTER LINE OF THE BRIDGE AND 0.5 FOOT SOUTHEAST OF
 BH1133'THE SOUTHEAST FACE OF THE NORTHWEST GUARD RAIL BASE.
 BH1133
 BH1133                          STATION RECOVERY (1970)
 BH1133
 BH1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH1133'RECOVERED IN GOOD CONDITION.
 BH1133
 BH1133                          STATION RECOVERY (1977)
 BH1133
 BH1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1133'RECOVERED IN GOOD CONDITION.
 BH1133
 BH1133                          STATION RECOVERY (1981)
 BH1133
 BH1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BH1133'RECOVERED IN GOOD CONDITION.
 BH1133
 BH1133                          STATION RECOVERY (1985)
 BH1133
 BH1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1133'RECOVERED IN GOOD CONDITION.
 BH1133
 BH1133                          STATION RECOVERY (1986)
 BH1133
 BH1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1133'NOT RECOVERED, AFTER A THOROUGH SEARCH WAS MADE NO EVIDENCE OF THE
 BH1133'MARK WAS FOUND.
 BH1133
 BH1133                          STATION RECOVERY (1990)
 BH1133
 BH1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1133'23.6 KM (14.7 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1133'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY IN NEW ORLEANS, IN
 BH1133'THE CONCRETE BRIDGE DECK AT THE NORTHEAST END OF THE HIGHWAY BRIDGE
 BH1133'SPANNING CHEF MENTEUR PASS, 75.3 M (247.0 FT) SOUTHWEST OF THE
 BH1133'NORTHEAST END OF THE BRIDGE, 2.7 M (8.9 FT) NORTHWEST OF THE
 BH1133'CENTERLINE OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHEAST OF THE NORTHEAST
 BH1133'END OF THE STEEL SPAN OF THE BRIDGE, AND 0.15 M (0.49 FT) SOUTHEAST
 BH1133'OF THE SOUTHEAST FACE OF THE NORTHWEST BRIDGE RAIL.
 BH1133
 BH1133                          STATION RECOVERY (1994)
 BH1133
 BH1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1133'23.0 KM (14.30 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1133'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS, IN
 BH1133'THE CONCRETE DECK OF THE HIGHWAY BRIDGE SPANNING CHEF MENTEUR PASS,
 BH1133'75.3 M (247.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE, 2.7 M
 BH1133'(8.9 FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.8 M
 BH1133'(2.6 FT) NORTHEAST OF THE NORTHEAST END OF THE STEEL SPAN OF THE
 BH1133'BRIDGE, AND 0.1 M (0.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 BH1133'NORTHWEST BRIDGE RAIL.
 BH1133
 BH1133                          STATION RECOVERY (2006)
 BH1133
 BH1133'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 2006 (JCP)
 BH1133'THE STATION IS LOCATED IN ORLEANS PARISH AT CHEF MENTEUR, CHEF MENTEUR
 BH1133'PASS, 13 MILES NE OF CHALMETTE, AND 14.3 MILES SSW OF SLIDELL.
 BH1133'OWNERSHIP - LADOT - CHEF MENTEUR PASS, HIGHWAY 90 BRIDGE.
 BH1133' 
 BH1133'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND HIGHWAY 433 IN
 BH1133'SLIDELL, GO 6.4 MILES SE ALONG HIGHWAY 433 TO THE JUNCTION OF HIGHWAYS
 BH1133'433 AND 406, THENCE 9.67 MILES SW ALONG HIGHWAY 90 TO THE MARK ON THE
 BH1133'RIGHT. ALTERNATELY, PROCEED 9.9 MILES NE ALONG HIGHWAY 90 FROM THE
 BH1133'INTERSECTION OF I-510 AND HIGHWAY 90 IN MICHOUD. THE STATION IS A
 BH1133'BRASS BENCHMARK DISK SET IN CONCRETE BRIDGE DECK AT THE NE END OF THE
 BH1133'U.S. HIGHWAY 90 BRIDGE OVER CHEF MENTEUR PASS, 247 FEET SW OF THE NE
 BH1133'END OF THE BRIDGE, 9 FEET NW OF THE BRIDGE ROADWAY CENTERLINE, 2.5
 BH1133'FEET NE OF THE NE END OF THE STEEL SPAN OF THE BRIDGE, 0.5 FEET SE OF
 BH1133'THE SE FACE OF THE NW CONCRETE GUARD RAIL BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3268 ***********************************************************************
 CP3268  DESIGNATION -  E 3213
 CP3268  PID         -  CP3268
 CP3268  STATE/COUNTY-  LA/MOREHOUSE
 CP3268  USGS QUAD   -  MER ROUGE (1988)
 CP3268
 CP3268                         *CURRENT SURVEY CONTROL
 CP3268  ___________________________________________________________________
 CP3268* NAD 83(1986)-  32 51 35.     (N)    091 52 21.     (W)     SCALED    
 CP3268* NAVD 88     -        37.853  (meters)     124.19   (feet)  ADJUSTED  
 CP3268  ___________________________________________________________________
 CP3268  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP3268  DYNAMIC HT  -          37.812 (meters)     124.05  (feet)  COMP
 CP3268  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 CP3268
 CP3268  VERT ORDER  -  SECOND    CLASS I
 CP3268
 CP3268.The horizontal coordinates were scaled from a topographic map and have
 CP3268.an estimated accuracy of +/- 6 seconds.
 CP3268
 CP3268.The orthometric height was determined by differential leveling
 CP3268.and adjusted by the National Geodetic Survey in June 1991..
 CP3268
 CP3268.The geoid height was determined by GEOID03.
 CP3268
 CP3268.The dynamic height is computed by dividing the NAVD 88
 CP3268.geopotential number by the normal gravity value computed on the
 CP3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3268.degrees latitude (g = 980.6199 gals.).
 CP3268
 CP3268.The modeled gravity was interpolated from observed gravity values.
 CP3268
 CP3268;                    North         East    Units  Estimated Accuracy
 CP3268;SPC LA N     -   261,820.    1,058,740.      MT  (+/- 180 meters Scaled)
 CP3268
 CP3268                          SUPERSEDED SURVEY CONTROL
 CP3268
 CP3268.No superseded survey control is available for this station.
 CP3268
 CP3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS054362(NAD 83)
 CP3268_MARKER: DD = SURVEY DISK
 CP3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3268_SP_SET: CONCRETE POST
 CP3268_STAMPING: E 3213
 CP3268_MARK LOGO: LAGS  
 CP3268_PROJECTION: PROJECTING 15 CENTIMETERS
 CP3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3268+STABILITY: SURFACE MOTION
 CP3268
 CP3268  HISTORY     - Date     Condition        Report By
 CP3268  HISTORY     - UNK      MONUMENTED       LAGS
 CP3268  HISTORY     - 1986     GOOD             LADTD
 CP3268
 CP3268                          STATION DESCRIPTION
 CP3268
 CP3268'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3268'10.1 KM (6.3 MI) NORTH FROM BASTROP.
 CP3268'10.1 KM (6.3 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 CP3268'BASTROP TO THE STATION MARK ON THE WEST SIDE OF THE HIGHWAY, 10.5
 CP3268'METERS (34.5 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.8 METERS
 CP3268'(29 FEET) SOUTHWEST OF THE SOUTH END OF A CONCRETE SIDE DRAIN AND 2.6
 CP3268'METERS (8.5 FEET) EAST OF A POWER POLE.
 CP3268'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 CP3268'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3267 ***********************************************************************
 CP3267  DESIGNATION -  E 3216
 CP3267  PID         -  CP3267
 CP3267  STATE/COUNTY-  LA/MOREHOUSE
 CP3267  USGS QUAD   -  MER ROUGE (1988)
 CP3267
 CP3267                         *CURRENT SURVEY CONTROL
 CP3267  ___________________________________________________________________
 CP3267* NAD 83(1986)-  32 52 26.     (N)    091 52 04.     (W)     SCALED    
 CP3267* NAVD 88     -        29.856  (meters)      97.95   (feet)  ADJUSTED  
 CP3267  ___________________________________________________________________
 CP3267  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3267  DYNAMIC HT  -          29.824 (meters)      97.85  (feet)  COMP
 CP3267  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 CP3267
 CP3267  VERT ORDER  -  SECOND    CLASS I
 CP3267
 CP3267.The horizontal coordinates were scaled from a topographic map and have
 CP3267.an estimated accuracy of +/- 6 seconds.
 CP3267
 CP3267.The orthometric height was determined by differential leveling
 CP3267.and adjusted by the National Geodetic Survey in June 1991..
 CP3267
 CP3267.The geoid height was determined by GEOID03.
 CP3267
 CP3267.The dynamic height is computed by dividing the NAVD 88
 CP3267.geopotential number by the normal gravity value computed on the
 CP3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3267.degrees latitude (g = 980.6199 gals.).
 CP3267
 CP3267.The modeled gravity was interpolated from observed gravity values.
 CP3267
 CP3267;                    North         East    Units  Estimated Accuracy
 CP3267;SPC LA N     -   263,390.    1,059,170.      MT  (+/- 180 meters Scaled)
 CP3267
 CP3267                          SUPERSEDED SURVEY CONTROL
 CP3267
 CP3267.No superseded survey control is available for this station.
 CP3267
 CP3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS059378(NAD 83)
 CP3267_MARKER: DS = TRIANGULATION STATION DISK
 CP3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3267_SP_SET: CONCRETE POST
 CP3267_STAMPING: E 3216
 CP3267_MARK LOGO: LAGS  
 CP3267_PROJECTION: PROJECTING 15 CENTIMETERS
 CP3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3267+STABILITY: SURFACE MOTION
 CP3267
 CP3267  HISTORY     - Date     Condition        Report By
 CP3267  HISTORY     - UNK      MONUMENTED       LAGS
 CP3267  HISTORY     - 1986     GOOD             LADTD
 CP3267
 CP3267                          STATION DESCRIPTION
 CP3267
 CP3267'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3267'11.9 KM (7.4 MI) NORTH FROM BASTROP.
 CP3267'11.9 KM (7.4 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 CP3267'BASTROP TO THE STATION MARK SET JUST SOUTH OF THE INTERSECTION OF
 CP3267'STATE HIGHWAYS 139 AND 593, 33.5 METERS (110 FEET) WEST OF THE
 CP3267'CENTERLINE OF STATE HIGHWAY 139, 33.2 METERS (109 FEET) SOUTH OF THE
 CP3267'CENTERLINE OF STATE HIGHWAY 593, 7.9 METERS (26 FEET) NORTH-
 CP3267'NORTHWEST OF TELEPHONE POLE NUMBER 115, AND 43.3 METERS (142.0 FEET)
 CP3267'NORTHWEST FROM THE NORTHWEST CORNER OF THE BRIDGE OVER BAYOU
 CP3267'BARTHOLEMEW.
 CP3267'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP3267'THE MARK IS 1.22 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3266 ***********************************************************************
 CP3266  DESIGNATION -  E 3217 RESET
 CP3266  PID         -  CP3266
 CP3266  STATE/COUNTY-  LA/MOREHOUSE
 CP3266  USGS QUAD   -  TWIN OAKS (1988)
 CP3266
 CP3266                         *CURRENT SURVEY CONTROL
 CP3266  ___________________________________________________________________
 CP3266* NAD 83(1986)-  32 52 34.     (N)    091 51 56.     (W)     SCALED    
 CP3266* NAVD 88     -        29.341  (meters)      96.26   (feet)  ADJUSTED  
 CP3266  ___________________________________________________________________
 CP3266  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3266  DYNAMIC HT  -          29.309 (meters)      96.16  (feet)  COMP
 CP3266  MODELED GRAV-     979,557.3   (mgal)                       NAVD 88
 CP3266
 CP3266  VERT ORDER  -  SECOND    CLASS I
 CP3266
 CP3266.The horizontal coordinates were scaled from a topographic map and have
 CP3266.an estimated accuracy of +/- 6 seconds.
 CP3266
 CP3266.The orthometric height was determined by differential leveling
 CP3266.and adjusted by the National Geodetic Survey in June 1991..
 CP3266
 CP3266.The geoid height was determined by GEOID03.
 CP3266
 CP3266.The dynamic height is computed by dividing the NAVD 88
 CP3266.geopotential number by the normal gravity value computed on the
 CP3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3266.degrees latitude (g = 980.6199 gals.).
 CP3266
 CP3266.The modeled gravity was interpolated from observed gravity values.
 CP3266
 CP3266;                    North         East    Units  Estimated Accuracy
 CP3266;SPC LA N     -   263,640.    1,059,380.      MT  (+/- 180 meters Scaled)
 CP3266
 CP3266                          SUPERSEDED SURVEY CONTROL
 CP3266
 CP3266.No superseded survey control is available for this station.
 CP3266
 CP3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS061381(NAD 83)
 CP3266_MARKER: DE = TRAVERSE STATION DISK
 CP3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3266_SP_SET: CONCRETE POST
 CP3266_STAMPING: E3217 RESET 1983
 CP3266_MARK LOGO: LAGS  
 CP3266_PROJECTION: FLUSH
 CP3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3266+STABILITY: SURFACE MOTION
 CP3266
 CP3266  HISTORY     - Date     Condition        Report By
 CP3266  HISTORY     - 1983     MONUMENTED       LAGS
 CP3266  HISTORY     - 1986     GOOD             LADTD
 CP3266
 CP3266                          STATION DESCRIPTION
 CP3266
 CP3266'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3266'12.3 KM (7.65 MI) NORTH FROM BASTROP.
 CP3266'12.3 KM (7.65 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE TO
 CP3266'THE STATION MARK ON THE RIGHT, 22.9 METERS (75.0 FEET) SOUTHEAST FROM
 CP3266'THE CENTER OF THE HIGHWAY, 9.4 METERS (31.0 FEET) SOUTH- SOUTHEAST
 CP3266'FROM THE EAST END OF A CONCRETE CULVERT UNDER THE HIGHWAY, AND 0.9
 CP3266'METER (3.0 FEET) SOUTH FROM A POWER POLE.
 CP3266'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CP3266'THE MARK IS 1.22 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3264 ***********************************************************************
 CP3264  DESIGNATION -  E 3223
 CP3264  PID         -  CP3264
 CP3264  STATE/COUNTY-  LA/MOREHOUSE
 CP3264  USGS QUAD   -  TWIN OAKS (1988)
 CP3264
 CP3264                         *CURRENT SURVEY CONTROL
 CP3264  ___________________________________________________________________
 CP3264* NAD 83(1986)-  32 54 18.     (N)    091 51 42.     (W)     SCALED    
 CP3264* NAVD 88     -        38.753  (meters)     127.14   (feet)  ADJUSTED  
 CP3264  ___________________________________________________________________
 CP3264  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3264  DYNAMIC HT  -          38.711 (meters)     127.00  (feet)  COMP
 CP3264  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 CP3264
 CP3264  VERT ORDER  -  SECOND    CLASS I
 CP3264
 CP3264.The horizontal coordinates were scaled from a topographic map and have
 CP3264.an estimated accuracy of +/- 6 seconds.
 CP3264
 CP3264.The orthometric height was determined by differential leveling
 CP3264.and adjusted by the National Geodetic Survey in June 1991..
 CP3264
 CP3264.The geoid height was determined by GEOID03.
 CP3264
 CP3264.The dynamic height is computed by dividing the NAVD 88
 CP3264.geopotential number by the normal gravity value computed on the
 CP3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3264.degrees latitude (g = 980.6199 gals.).
 CP3264
 CP3264.The modeled gravity was interpolated from observed gravity values.
 CP3264
 CP3264;                    North         East    Units  Estimated Accuracy
 CP3264;SPC LA N     -   266,850.    1,059,720.      MT  (+/- 180 meters Scaled)
 CP3264
 CP3264                          SUPERSEDED SURVEY CONTROL
 CP3264
 CP3264.No superseded survey control is available for this station.
 CP3264
 CP3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS064413(NAD 83)
 CP3264_MARKER: DS = TRIANGULATION STATION DISK
 CP3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3264_SP_SET: CONCRETE POST
 CP3264_STAMPING: E3223
 CP3264_MARK LOGO: LAGS  
 CP3264_PROJECTION: FLUSH
 CP3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3264+STABILITY: SURFACE MOTION
 CP3264
 CP3264  HISTORY     - Date     Condition        Report By
 CP3264  HISTORY     - UNK      MONUMENTED       LAGS
 CP3264  HISTORY     - 1986     GOOD             LADTD
 CP3264
 CP3264                          STATION DESCRIPTION
 CP3264
 CP3264'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3264'15.6 KM (9.7 MI) NORTH FROM BASTROP.
 CP3264'15.6 KM (9.7 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 CP3264'BASTROP TO THE INTERSECTION OF STATE HIGHWAYS 139 AND 142 AND THE
 CP3264'STATION MARK SET ON THE EAST SIDE OF STATE HIGHWAY 139, 7.6 METERS
 CP3264'(25 FEET) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 139,
 CP3264'11.3 METERS (37.0 FEET) NORTH FROM THE SOUTH END OF A CONCRETE
 CP3264'CULVERT UNDER A DRIVEWAY, 5.2 METERS (17.0 FEET) NORTHEAST FROM A
 CP3264'POWER POLE, 3.2 METERS (10.5 FEET) WEST FROM A FENCE, AND 33.8 METERS
 CP3264'(111 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME HOUSE.
 CP3264'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CP3264'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3164 ***********************************************************************
 CP3164  DESIGNATION -  E 3256 LAGS 1952
 CP3164  PID         -  CP3164
 CP3164  STATE/COUNTY-  LA/MOREHOUSE
 CP3164  USGS QUAD   -  BEEKMAN (1988)
 CP3164
 CP3164                         *CURRENT SURVEY CONTROL
 CP3164  ___________________________________________________________________
 CP3164* NAD 83(1992)-  32 53 44.22584(N)    091 57 58.31912(W)     ADJUSTED  
 CP3164* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 CP3164  ___________________________________________________________________
 CP3164  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CP3164  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3164
 CP3164  HORZ ORDER  -  SECOND
 CP3164
 CP3164.The horizontal coordinates were established by classical geodetic methods
 CP3164.and adjusted by the National Geodetic Survey in September 1999..
 CP3164
 CP3164.The orthometric height was scaled from a topographic map.
 CP3164
 CP3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3164
 CP3164.The geoid height was determined by GEOID03.
 CP3164
 CP3164;                    North         East     Units Scale Factor Converg.
 CP3164;SPC LA N     -   265,751.528 1,049,946.812   MT  1.00006023   +0 16 56.0
 CP3164;SPC LA N     -   871,886.47  3,444,700.50   sFT  1.00006023   +0 16 56.0
 CP3164;UTM  15      - 3,640,189.056   596,689.036   MT  0.99971527   +0 33 41.4
 CP3164
 CP3164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3164!SPC LA N     -   0.99999969  x   1.00006023  =   1.00005992
 CP3164!UTM  15      -   0.99999969  x   0.99971527  =   0.99971496
 CP3164
 CP3164                          SUPERSEDED SURVEY CONTROL
 CP3164
 CP3164  NAD 83(1992)-  32 53 44.23044(N)    091 57 58.31765(W) AD(       ) 2
 CP3164  NAD 83(1986)-  32 53 44.23872(N)    091 57 58.31202(W) AD(       ) 2
 CP3164  NAD 27      -  32 53 43.76800(N)    091 57 57.84500(W) AD(       ) 2
 CP3164
 CP3164.Superseded values are not recommended for survey control.
 CP3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3164.See file dsdata.txt to determine how the superseded data were derived.
 CP3164
 CP3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9668940189(NAD 83)
 CP3164_MARKER: DD = SURVEY DISK
 CP3164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3164+STABILITY: SURFACE MOTION
 CP3164
 CP3164  HISTORY     - Date     Condition        Report By
 CP3164  HISTORY     - 1952     MONUMENTED       LAGS
 CP3164
 CP3164                          STATION DESCRIPTION
 CP3164
 CP3164'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1952 (RCD)
 CP3164'THE MARK IS 9 MILES WEST-NORTHWEST OF BASTROP, 4.5 MILES
 CP3164'WEST-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 204 AND
 CP3164'C-1490, 0.2 MILE WEST-SOUTHWEST OF THE STEVENSON LOOKOUT
 CP3164'TOWER (FORMERLY FIRE TOWER NO. 3), 51 FEET NORTH OF THE CENTER
 CP3164'OF A GRAVELED ROAD, 20 FEET NORTHEAST OF A 16-INCH OAK TREE
 CP3164'AND 6 INCHES WEST OF THE SOUTHWEST CORNER OF A SMALL SHED.
 CP3164'
 CP3164'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 CP3164'STEVENS 1939, AND THE DISTANCE IS 340.777 METERS (1118.03 FEET)
 CP3164'EAST-NORTHEAST OF STATION STEVENS 1939.  THE MARK IS A STANDARD
 CP3164'LOUISIANA GEODETIC SURVEY DISK STAMPED WPA STATION E 3256,
 CP3164'AND IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2409 ***********************************************************************
 CQ2409  DESIGNATION -  E 329
 CQ2409  PID         -  CQ2409
 CQ2409  STATE/COUNTY-  LA/WEBSTER
 CQ2409  USGS QUAD   -  FRYEBURG (1986)
 CQ2409
 CQ2409                         *CURRENT SURVEY CONTROL
 CQ2409  ___________________________________________________________________
 CQ2409* NAD 83(1986)-  32 29 37.     (N)    093 14 12.     (W)     SCALED    
 CQ2409* NAVD 88     -        76.20   (+/-2cm)     250.0    (feet)  VERTCON   
 CQ2409  ___________________________________________________________________
 CQ2409  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2409
 CQ2409  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2409
 CQ2409.The horizontal coordinates were scaled from a topographic map and have
 CQ2409.an estimated accuracy of +/- 6 seconds.
 CQ2409
 CQ2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2409.The vertical order pertains to the NGVD 29 superseded value.
 CQ2409
 CQ2409.The geoid height was determined by GEOID03.
 CQ2409
 CQ2409;                    North         East    Units  Estimated Accuracy
 CQ2409;SPC LA N     -   221,280.      930,770.      MT  (+/- 180 meters Scaled)
 CQ2409
 CQ2409                          SUPERSEDED SURVEY CONTROL
 CQ2409
 CQ2409  NGVD 29 (??/??/??)   76.265  (m)          250.21   (f) ADJUSTED    1 1
 CQ2409
 CQ2409.Superseded values are not recommended for survey control.
 CQ2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2409.See file dsdata.txt to determine how the superseded data were derived.
 CQ2409
 CQ2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR777951(NAD 83)
 CQ2409_MARKER: DB = BENCH MARK DISK
 CQ2409_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2409+WITH SETTING: INTO GROUND
 CQ2409_SP_SET: 4 FT 5/8 IN ROD
 CQ2409_STAMPING: E 329 1977
 CQ2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2409+STABILITY: SURFACE MOTION
 CQ2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2409+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 CQ2409
 CQ2409  HISTORY     - Date     Condition        Report By
 CQ2409  HISTORY     - 1977     MONUMENTED       NGS
 CQ2409  HISTORY     - 20000205 GOOD             USPSQD
 CQ2409  HISTORY     - 20060309 GOOD             USPSQD
 CQ2409
 CQ2409                          STATION DESCRIPTION
 CQ2409
 CQ2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2409'3.3 MI S FROM DUBBERLY.
 CQ2409'3.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2409'ERLY, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH-
 CQ2409'EAST OF A GUY WIRE, 17 FEET SUOUTHWEST OF A FENCE CORNER, 15 FEET WEST
 CQ2409'OF A GUY WIRE, 10 FT NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 CQ2409'LEADING WEST, AND 10 FEET EAST OF A JUNCTION POWERLINE POLE WITH A
 CQ2409'TRANSFORMER AND TWO GUY WIRES.
 CQ2409'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2409'IN A PIPE PROJECTING +1 INCH.
 CQ2409'1 FOOT BELOW HIGHWAY
 CQ2409'1 FOOT SOUTH OF A WITNESS POST.
 CQ2409
 CQ2409                          STATION RECOVERY (2000)
 CQ2409
 CQ2409'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2409'RECOVERED IN GOOD CONDITION.
 CQ2409
 CQ2409                          STATION RECOVERY (2006)
 CQ2409
 CQ2409'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 CQ2409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2433 ***********************************************************************
 CQ2433  DESIGNATION -  E 330
 CQ2433  PID         -  CQ2433
 CQ2433  STATE/COUNTY-  LA/BIENVILLE
 CQ2433  USGS QUAD   -  FRYEBURG (1986)
 CQ2433
 CQ2433                         *CURRENT SURVEY CONTROL
 CQ2433  ___________________________________________________________________
 CQ2433* NAD 83(1986)-  32 26 19.     (N)    093 13 26.     (W)     SCALED    
 CQ2433* NAVD 88     -        99.92   (+/-2cm)     327.8    (feet)  VERTCON   
 CQ2433  ___________________________________________________________________
 CQ2433  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2433
 CQ2433  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2433
 CQ2433.The horizontal coordinates were scaled from a topographic map and have
 CQ2433.an estimated accuracy of +/- 6 seconds.
 CQ2433
 CQ2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2433.The vertical order pertains to the NGVD 29 superseded value.
 CQ2433
 CQ2433.The geoid height was determined by GEOID03.
 CQ2433
 CQ2433;                    North         East    Units  Estimated Accuracy
 CQ2433;SPC LA N     -   215,170.      931,930.      MT  (+/- 180 meters Scaled)
 CQ2433
 CQ2433                          SUPERSEDED SURVEY CONTROL
 CQ2433
 CQ2433  NGVD 29 (??/??/??)   99.981  (m)          328.02   (f) ADJUSTED    1 1
 CQ2433
 CQ2433.Superseded values are not recommended for survey control.
 CQ2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2433.See file dsdata.txt to determine how the superseded data were derived.
 CQ2433
 CQ2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR789890(NAD 83)
 CQ2433_MARKER: DB = BENCH MARK DISK
 CQ2433_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2433+WITH SETTING: INTO GROUND
 CQ2433_SP_SET: 4 FT 5/8 IN ROD
 CQ2433_STAMPING: E 330 1977
 CQ2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2433+STABILITY: SURFACE MOTION
 CQ2433
 CQ2433  HISTORY     - Date     Condition        Report By
 CQ2433  HISTORY     - 1977     MONUMENTED       NGS
 CQ2433
 CQ2433                          STATION DESCRIPTION
 CQ2433
 CQ2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2433'2.5 MI NE FROM DUBBERLY.
 CQ2433'1.8 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2433'ERLY, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH-
 CQ2433'EAST OF A GUY WIRE, 17 FEET SUOUTHWEST OF A FENCE CORNER, 15 FEET WEST
 CQ2433'OF A GUY WIRE, 10 FT NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 CQ2433'LEADING WEST, AND 10 FEET EAST OF A JUNCTION POWERLINE POLE WITH A
 CQ2433'TRANSFORMER AND TWO GUY WIRES.
 CQ2433'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2433'IN A PIPE PROJECTING +1 INCH.
 CQ2433'1 FOOT BELOW HIGHWAY
 CQ2433'1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2467 ***********************************************************************
 CQ2467  DESIGNATION -  E 333
 CQ2467  PID         -  CQ2467
 CQ2467  STATE/COUNTY-  LA/BIENVILLE
 CQ2467  USGS QUAD   -  SALINE (1986)
 CQ2467
 CQ2467                         *CURRENT SURVEY CONTROL
 CQ2467  ___________________________________________________________________
 CQ2467* NAD 83(1986)-  32 14 33.     (N)    092 56 29.     (W)     SCALED    
 CQ2467* NAVD 88     -        76.55   (+/-2cm)     251.1    (feet)  VERTCON   
 CQ2467  ___________________________________________________________________
 CQ2467  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2467
 CQ2467  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2467
 CQ2467.The horizontal coordinates were scaled from a topographic map and have
 CQ2467.an estimated accuracy of +/- 6 seconds.
 CQ2467
 CQ2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2467.The vertical order pertains to the NGVD 29 superseded value.
 CQ2467
 CQ2467.The geoid height was determined by GEOID03.
 CQ2467
 CQ2467;                    North         East    Units  Estimated Accuracy
 CQ2467;SPC LA N     -   193,290.      958,410.      MT  (+/- 180 meters Scaled)
 CQ2467
 CQ2467                          SUPERSEDED SURVEY CONTROL
 CQ2467
 CQ2467  NGVD 29 (??/??/??)   76.610  (m)          251.34   (f) ADJUSTED    1 1
 CQ2467
 CQ2467.Superseded values are not recommended for survey control.
 CQ2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2467.See file dsdata.txt to determine how the superseded data were derived.
 CQ2467
 CQ2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR055673(NAD 83)
 CQ2467_MARKER: DB = BENCH MARK DISK
 CQ2467_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2467+WITH SETTING: INTO GROUND
 CQ2467_STAMPING: E 333 1977
 CQ2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2467+STABILITY: SURFACE MOTION
 CQ2467
 CQ2467  HISTORY     - Date     Condition        Report By
 CQ2467  HISTORY     - 1977     MONUMENTED       NGS
 CQ2467
 CQ2467                          STATION DESCRIPTION
 CQ2467
 CQ2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2467'6.1 MI. SW FROM FRIENDSHIP.
 CQ2467'3.6 MILES SOUTHWEST ON STATE HIGHWAY 155 FROM THE JUNCTION
 CQ2467'OF HIGHWAYS 4, 155, AND 501, THENCE 0.2 MILE WEST ON
 CQ2467'DIRT ROAD TO A FORK, TAKE RIGHT FORK FOR 1.3 MILES TO
 CQ2467'A T INTERSECTION, THENCE RIGHT FOR 1.0 MILE TO A SIDE
 CQ2467'ROAD LEADING SOUTHEAST, 25 FEET WEST OF THE CENTER OF
 CQ2467'MAIN ROAD, 37 FEET WEST OF THE INTERSECTION OF THE
 CQ2467'TWO ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1799 ***********************************************************************
 BW1799  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BW1799  DESIGNATION -  E 336
 BW1799  PID         -  BW1799
 BW1799  STATE/COUNTY-  LA/CONCORDIA
 BW1799  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1799
 BW1799                         *CURRENT SURVEY CONTROL
 BW1799  ___________________________________________________________________
 BW1799* NAD 83(1992)-  31 08 36.91472(N)    091 38 16.90258(W)     ADJUSTED  
 BW1799* NAVD 88     -        21.34 **(meters)      70.0  **(feet)  GPS OBS(2004.65)
 BW1799  **This station is located in a subsidence area (see below).
 BW1799  ___________________________________________________________________
 BW1799  X           -    -156,182.392 (meters)                     COMP
 BW1799  Y           -  -5,461,537.322 (meters)                     COMP
 BW1799  Z           -   3,279,526.104 (meters)                     COMP
 BW1799  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BW1799  ELLIP HEIGHT-          -5.64  (meters)          (12/29/04) GPS OBS
 BW1799  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BW1799  DYNAMIC HT  -          21.31  (meters)      69.9   (feet)  COMP
 BW1799  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 BW1799
 BW1799  HORZ ORDER  -  B
 BW1799  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1799  ELLP ORDER  -  FOURTH    CLASS I
 BW1799
 BW1799.The horizontal coordinates were established by GPS observations
 BW1799.and adjusted by the National Geodetic Survey in December 2004..
 BW1799
 BW1799 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BW1799 ** and geoid heights are valid at the date of observation. These heights
 BW1799 ** must always be validated when used as control.
 BW1799 ** The orthometric height was determined by GPS observations using
 BW1799 ** precise GPS observation and processing techniques and a new
 BW1799 ** realization of GEOID03. It supersedes the leveled height previously
 BW1799 ** determined for this station.
 BW1799 ** The geoid height was determined by a new realization of GEOID03 for the
 BW1799 ** epoch indicated which incorporates improved geoid heights for the
 BW1799 ** Southern Louisiana Subsidence area.
 BW1799 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BW1799.The orthometric height was determined by GPS observations and a
 BW1799.high-resolution geoid model using precise GPS observation and
 BW1799.processing techniques. It supersedes the leveled height previously
 BW1799.determined for this station.
 BW1799.The vertical order pertains to the first NAVD 88 superseded value.
 BW1799
 BW1799.Photographs are available for this station.
 BW1799
 BW1799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1799
 BW1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1799
 BW1799.The ellipsoidal height was determined by GPS observations
 BW1799.and is referenced to NAD 83.
 BW1799
 BW1799.The geoid height was determined by GEOID03.
 BW1799
 BW1799.The dynamic height is computed by dividing the NAVD 88
 BW1799.geopotential number by the normal gravity value computed on the
 BW1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1799.degrees latitude (g = 980.6199 gals.).
 BW1799
 BW1799.The modeled gravity was interpolated from observed gravity values.
 BW1799
 BW1799;                    North         East     Units Scale Factor Converg.
 BW1799;SPC LA N     -    71,686.351 1,082,197.915   MT  1.00000531   +0 27 20.6
 BW1799;SPC LA N     -   235,190.97  3,550,510.99   sFT  1.00000531   +0 27 20.6
 BW1799;UTM  15      - 3,446,313.374   629,832.553   MT  0.99980792   +0 42 16.2
 BW1799
 BW1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1799!SPC LA N     -   1.00000089  x   1.00000531  =   1.00000620
 BW1799!UTM  15      -   1.00000089  x   0.99980792  =   0.99980881
 BW1799
 BW1799                          SUPERSEDED SURVEY CONTROL
 BW1799
 BW1799  NAD 83(1992)-  31 08 36.91389(N)    091 38 16.90194(W) AD(       ) B
 BW1799  ELLIP H (11/18/03)   -5.62   (m)                       GP(       ) 4 1
 BW1799  NAVD 88 (02/14/94)   21.419  (m)           70.27   (f) ADJUSTED    1 2
 BW1799  NAVD 88 (06/15/91)   21.442  (m)           70.35   (f) UNKNOWN     1 2
 BW1799  NGVD 29 (??/??/??)   21.392  (m)           70.18   (f) ADJUSTED    1 2
 BW1799
 BW1799.Superseded values are not recommended for survey control.
 BW1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1799.See file dsdata.txt to determine how the superseded data were derived.
 BW1799
 BW1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2983346313(NAD 83)
 BW1799_MARKER: DB = BENCH MARK DISK
 BW1799_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1799_SP_SET: STAINLESS STEEL ROD
 BW1799_STAMPING: E 336 1979
 BW1799_PROJECTION: RECESSED 5 CENTIMETERS
 BW1799_MAGNETIC: I = MARKER IS A STEEL ROD
 BW1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1799+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BW1799_ROD/PIPE-DEPTH: 7.62 meters
 BW1799
 BW1799  HISTORY     - Date     Condition        Report By
 BW1799  HISTORY     - 1979     MONUMENTED       NGS
 BW1799  HISTORY     - 20020723 GOOD             PYBURN
 BW1799  HISTORY     - 20021029 GOOD             3001
 BW1799  HISTORY     - 2003     GOOD             PYBURN
 BW1799  HISTORY     - 20050317 GOOD             USPSQD
 BW1799
 BW1799                          STATION DESCRIPTION
 BW1799
 BW1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1799'0.8 MI SOUTH FROM BLACK HAWK.
 BW1799'0.8 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF A GRAVEL
 BW1799'ROAD LEADING NORTHWEST TO THE BLACK HAWK HUNTING LODGE IN BLACK
 BW1799'HAWK TO A PIPE CULVERT UNDER HIGHWAY 15 AND THE MARK ON THE LEFT,
 BW1799'SET ON THE NORTH SIDE OF A 4 BY 4-FOOT CONCRETE RETAINING WALL FOR A
 BW1799'CATCH BASIN, 0.6 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING
 BW1799'WEST TO A CLUSTER OF OIL STORAGE TANKS, 31.3 FEET WEST OF THE CENTER
 BW1799'OF A GRAVEL ROAD ON TOP OF THE LEVEE, 21.5 FEET EAST OF THE CENTER
 BW1799'LINE OF HIGHWAY 15, 7.5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BW1799'CATCH BASIN, AND SET BETWEEN TWO WITNESS POST, 1 FOOT NORTH AND
 BW1799'1 FOOT SOUTH OF EACH.
 BW1799'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BW1799'THE MARK IS 1 FT ABOVE HIGHWAY.
 BW1799
 BW1799                          STATION RECOVERY (2002)
 BW1799
 BW1799'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 BW1799'RECOVERED AS DESCRIBED
 BW1799'IPYBURN
 BW1799'
 BW1799
 BW1799                          STATION RECOVERY (2002)
 BW1799
 BW1799'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BW1799'THE STATION IS LOCATED IN MONTEREY, 5.1 MILES NORTHWEST OF THE HYDRO
 BW1799'ELECTRIC INFLOW,0  .8 MILES SOUTH OF A GRAVEL ROAD LEADING TO BLACK
 BW1799'HAWK HUNTING LODGE.
 BW1799' 
 BW1799'OWNERSHIP- UNKNOWN
 BW1799' 
 BW1799'TO REACH THE STATION FROM THE INTERSECTION OF HWY 15 AND SR 910 GO
 BW1799'SOUTH 3.3 MILES TO  MARK ON LEFT AND CULVERT UNDER HWY 15.
 BW1799' 
 BW1799'THE STATION IS 22.6' WEST OF THE CENTERLINE OF THE HWY, 31' WEST OF
 BW1799'THE CENTERLINE OF  LEVEE, 7.5' NORTH OF NORTHWEST CORNER OF CATCH
 BW1799'BASIN. STATION IS A BENCH MARK DISK.
 BW1799
 BW1799                          STATION RECOVERY (2003)
 BW1799
 BW1799'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW1799'RECOVERED AS DESCRIBED IPYBURN
 BW1799
 BW1799                          STATION RECOVERY (2005)
 BW1799
 BW1799'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1850 ***********************************************************************
 BW1850  DESIGNATION -  E 337
 BW1850  PID         -  BW1850
 BW1850  STATE/COUNTY-  LA/CONCORDIA
 BW1850  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1850
 BW1850                         *CURRENT SURVEY CONTROL
 BW1850  ___________________________________________________________________
 BW1850* NAD 83(1986)-  31 38 45.     (N)    091 30 28.     (W)     SCALED    
 BW1850* NAVD 88     -        21.078  (meters)      69.15   (feet)  ADJUSTED  
 BW1850  ___________________________________________________________________
 BW1850  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1850  DYNAMIC HT  -          21.053 (meters)      69.07  (feet)  COMP
 BW1850  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 BW1850
 BW1850  VERT ORDER  -  FIRST     CLASS II
 BW1850
 BW1850.The horizontal coordinates were scaled from a topographic map and have
 BW1850.an estimated accuracy of +/- 6 seconds.
 BW1850
 BW1850.The orthometric height was determined by differential leveling
 BW1850.and adjusted by the National Geodetic Survey in February 1994..
 BW1850
 BW1850.The geoid height was determined by GEOID03.
 BW1850
 BW1850.The dynamic height is computed by dividing the NAVD 88
 BW1850.geopotential number by the normal gravity value computed on the
 BW1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1850.degrees latitude (g = 980.6199 gals.).
 BW1850
 BW1850.The modeled gravity was interpolated from observed gravity values.
 BW1850
 BW1850;                    North         East    Units  Estimated Accuracy
 BW1850;SPC LA N     -   127,480.    1,094,110.      MT  (+/- 180 meters Scaled)
 BW1850
 BW1850                          SUPERSEDED SURVEY CONTROL
 BW1850
 BW1850  NAVD 88 (06/15/91)   21.095  (m)           69.21   (f) UNKNOWN     1 2
 BW1850  NGVD 29 (??/??/??)   21.081  (m)           69.16   (f) ADJUSTED    1 2
 BW1850
 BW1850.Superseded values are not recommended for survey control.
 BW1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1850.See file dsdata.txt to determine how the superseded data were derived.
 BW1850
 BW1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR414021(NAD 83)
 BW1850_MARKER: DB = BENCH MARK DISK
 BW1850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1850_SP_SET: STAINLESS STEEL ROD
 BW1850_STAMPING: E 337 1979
 BW1850_PROJECTION: RECESSED 5 CENTIMETERS
 BW1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1850_ROD/PIPE-DEPTH: 7.62 meters
 BW1850
 BW1850  HISTORY     - Date     Condition        Report By
 BW1850  HISTORY     - 1979     MONUMENTED       NGS
 BW1850
 BW1850                          STATION DESCRIPTION
 BW1850
 BW1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1850'7.55 MI SE FROM FERRIDAY.
 BW1850'3.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE JUNCTION
 BW1850'OF THE MENTIONED HIGHWAYS AT FERRIDAY, THENCE 3.80 MILES NORTHEAST
 BW1850'ALONG STATE HIGHWAY 3196 TO THE MARK ON THE RIGHT, SET AT THE SOUTH
 BW1850'CORNER POST OF A 4-FOOT HIGH BARB WIRE FENCE, 267 FT. NORTHEAST OF A
 BW1850'POWER POLE (NO NUMBER), 163 FT. NORTHWEST OF THE CENTER LINE OF THE
 BW1850'HIGHWAY, AND 2 FEET EAST OF THE SOUTH CORNER POST OF THE FENCE.
 BW1850'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BW1850'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2284 ***********************************************************************
 CP2284  DESIGNATION -  E 338
 CP2284  PID         -  CP2284
 CP2284  STATE/COUNTY-  LA/TENSAS
 CP2284  USGS QUAD   -  NEWELLTON (1994)
 CP2284
 CP2284                         *CURRENT SURVEY CONTROL
 CP2284  ___________________________________________________________________
 CP2284* NAD 83(1986)-  32 03 15.     (N)    091 10 46.     (W)     SCALED    
 CP2284* NAVD 88     -        31.409  (meters)     103.05   (feet)  ADJUSTED  
 CP2284  ___________________________________________________________________
 CP2284  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP2284  DYNAMIC HT  -          31.372 (meters)     102.93  (feet)  COMP
 CP2284  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 CP2284
 CP2284  VERT ORDER  -  FIRST     CLASS II
 CP2284
 CP2284.The horizontal coordinates were scaled from a topographic map and have
 CP2284.an estimated accuracy of +/- 6 seconds.
 CP2284
 CP2284.The orthometric height was determined by differential leveling
 CP2284.and adjusted by the National Geodetic Survey in February 1994..
 CP2284
 CP2284.The geoid height was determined by GEOID03.
 CP2284
 CP2284.The dynamic height is computed by dividing the NAVD 88
 CP2284.geopotential number by the normal gravity value computed on the
 CP2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2284.degrees latitude (g = 980.6199 gals.).
 CP2284
 CP2284.The modeled gravity was interpolated from observed gravity values.
 CP2284
 CP2284;                    North         East    Units  Estimated Accuracy
 CP2284;SPC LA N     -   173,080.    1,124,700.      MT  (+/- 180 meters Scaled)
 CP2284
 CP2284                          SUPERSEDED SURVEY CONTROL
 CP2284
 CP2284  NAVD 88 (06/15/91)   31.415  (m)          103.07   (f) UNKNOWN     1 2
 CP2284  NGVD 29 (??/??/??)   31.430  (m)          103.12   (f) ADJUSTED    1 2
 CP2284
 CP2284.Superseded values are not recommended for survey control.
 CP2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2284.See file dsdata.txt to determine how the superseded data were derived.
 CP2284
 CP2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR718478(NAD 83)
 CP2284_MARKER: DB = BENCH MARK DISK
 CP2284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2284_SP_SET: STAINLESS STEEL ROD
 CP2284_STAMPING: E 338 1979
 CP2284_PROJECTION: RECESSED 5 CENTIMETERS
 CP2284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2284_ROD/PIPE-DEPTH: 7.62 meters
 CP2284
 CP2284  HISTORY     - Date     Condition        Report By
 CP2284  HISTORY     - 1979     MONUMENTED       NGS
 CP2284
 CP2284                          STATION DESCRIPTION
 CP2284
 CP2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2284'17.6 MI NE FROM ST JOSEPH.
 CP2284'17.65 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 CP2284'THE JUNCTIKN OF WASHINGTON STREET IN ST. JOSEPH TO A CATTLE GUARD AND
 CP2284'THE MARK ON THE LEFT, 0.35 MILE NORTH OF LEVEE STATION MARKER 5100,
 CP2284'10 FEET WEST OF THE CENTER OF THE CATTLE GUARD AND THE ROAD, 1.5 FEET
 CP2284'WEST OF THE EAST FENCE POST OF THE CATTLE GUARD, AND 1 FOOT SOUTH
 CP2284'OF THE BARB WIRE FENCE.
 CP2284'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0556 ***********************************************************************
 CQ0556  DESIGNATION -  E 3500 LAGS
 CQ0556  PID         -  CQ0556
 CQ0556  STATE/COUNTY-  LA/JACKSON
 CQ0556  USGS QUAD   -  CHATHAM (1982)
 CQ0556
 CQ0556                         *CURRENT SURVEY CONTROL
 CQ0556  ___________________________________________________________________
 CQ0556* NAD 83(1986)-  32 15 25.     (N)    092 28 17.     (W)     SCALED    
 CQ0556* NAVD 88     -        82.68   (+/-2cm)     271.3    (feet)  VERTCON   
 CQ0556  ___________________________________________________________________
 CQ0556  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0556
 CQ0556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0556
 CQ0556.The horizontal coordinates were scaled from a topographic map and have
 CQ0556.an estimated accuracy of +/- 6 seconds.
 CQ0556
 CQ0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0556.The vertical order pertains to the NGVD 29 superseded value.
 CQ0556
 CQ0556.The geoid height was determined by GEOID03.
 CQ0556
 CQ0556;                    North         East    Units  Estimated Accuracy
 CQ0556;SPC LA N     -   194,800.    1,002,700.      MT  (+/- 180 meters Scaled)
 CQ0556
 CQ0556                          SUPERSEDED SURVEY CONTROL
 CQ0556
 CQ0556  NGVD 29 (??/??/??)   82.722  (m)          271.40   (f) ADJUSTED    2 0
 CQ0556
 CQ0556.Superseded values are not recommended for survey control.
 CQ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0556.See file dsdata.txt to determine how the superseded data were derived.
 CQ0556
 CQ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR497690(NAD 83)
 CQ0556_MARKER: DD = SURVEY DISK
 CQ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0556_STAMPING: E 3500
 CQ0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0556+STABILITY: SURFACE MOTION
 CQ0556
 CQ0556  HISTORY     - Date     Condition        Report By
 CQ0556  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0556  HISTORY     - 1950     GOOD             CGS
 CQ0556
 CQ0556                          STATION DESCRIPTION
 CQ0556
 CQ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0556'3.9 MI SW FROM CHATHAM.
 CQ0556'3.9 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLES BANK
 CQ0556'AT CHATHAM, AT THE SUMMIT OF A HILL, IN THE SOUTHEAST QUARTER OF A
 CQ0556'PUBLIC ROAD CROSSING, 42 FEET SOUTH OF THE CENTER LINE OF A SIDE ROAD
 CQ0556'LEADING EAST, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET
 CQ0556'NORTHEAST OF A TELEPHONE POLE, 5.4 FEET NORTH OF A CONCRETE REFERENCE
 CQ0556'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CQ0556'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3038 ***********************************************************************
 CQ3038  DESIGNATION -  E 3520
 CQ3038  PID         -  CQ3038
 CQ3038  STATE/COUNTY-  LA/WEBSTER
 CQ3038  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3038
 CQ3038                         *CURRENT SURVEY CONTROL
 CQ3038  ___________________________________________________________________
 CQ3038* NAD 83(1992)-  32 36 24.52737(N)    093 18 03.52336(W)     ADJUSTED  
 CQ3038* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 CQ3038  ___________________________________________________________________
 CQ3038  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CQ3038  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3038
 CQ3038  HORZ ORDER  -  SECOND
 CQ3038
 CQ3038.The horizontal coordinates were established by classical geodetic methods
 CQ3038.and adjusted by the National Geodetic Survey in September 1999..
 CQ3038
 CQ3038.The orthometric height was scaled from a topographic map.
 CQ3038
 CQ3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3038
 CQ3038.The geoid height was determined by GEOID03.
 CQ3038
 CQ3038;                    North         East     Units Scale Factor Converg.
 CQ3038;SPC LA N     -   233,877.171   924,817.388   MT  0.99998690   -0 25 24.5
 CQ3038;SPC LA N     -   767,312.02  3,034,171.71   sFT  0.99998690   -0 25 24.5
 CQ3038;UTM  15      - 3,607,739.555   471,759.723   MT  0.99960983   -0 09 43.9
 CQ3038
 CQ3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3038!SPC LA N     -   0.99999199  x   0.99998690  =   0.99997889
 CQ3038!UTM  15      -   0.99999199  x   0.99960983  =   0.99960182
 CQ3038
 CQ3038                          SUPERSEDED SURVEY CONTROL
 CQ3038
 CQ3038  NAD 83(1992)-  32 36 24.52719(N)    093 18 03.52230(W) AD(       ) 2
 CQ3038  NAD 83(1986)-  32 36 24.53953(N)    093 18 03.51579(W) AD(       ) 2
 CQ3038  NAD 27      -  32 36 24.00000(N)    093 18 02.90900(W) AD(       ) 2
 CQ3038
 CQ3038.Superseded values are not recommended for survey control.
 CQ3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3038.See file dsdata.txt to determine how the superseded data were derived.
 CQ3038
 CQ3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7176007740(NAD 83)
 CQ3038_MARKER: DD = SURVEY DISK
 CQ3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3038_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3038+STABILITY: SURFACE MOTION
 CQ3038
 CQ3038  HISTORY     - Date     Condition        Report By
 CQ3038  HISTORY     - 1950     MONUMENTED       LAGS
 CQ3038  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ3038
 CQ3038                          STATION DESCRIPTION
 CQ3038
 CQ3038'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1950
 CQ3038'SEE STATION MINDEN
 CQ3038
 CQ3038                          STATION RECOVERY (2002)
 CQ3038
 CQ3038'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ3038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2249 ***********************************************************************
 BK2249  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK2249  DESIGNATION -  E 356
 BK2249  PID         -  BK2249
 BK2249  STATE/COUNTY-  LA/CALCASIEU
 BK2249  USGS QUAD   -  WESTLAKE (1996)
 BK2249
 BK2249                         *CURRENT SURVEY CONTROL
 BK2249  ___________________________________________________________________
 BK2249* NAD 83(1992)-  30 14 13.77880(N)    093 15 57.97503(W)     ADJUSTED  
 BK2249* NAVD 88     -         3.73 **(meters)      12.2  **(feet)  LEVELING(2004.65)
 BK2249  **This station is located in a subsidence area (see below).
 BK2249  **This station is included in the VTDP model (see below).
 BK2249  ___________________________________________________________________
 BK2249  EPOCH DATE  -        2004.65
 BK2249  X           -    -314,210.834 (meters)                     COMP
 BK2249  Y           -  -5,506,085.949 (meters)                     COMP
 BK2249  Z           -   3,193,102.701 (meters)                     COMP
 BK2249  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK2249  ELLIP HEIGHT-         -23.54  (meters)          (06/22/05) GPS OBS
 BK2249  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2249  DYNAMIC HT  -           3.73  (meters)      12.2   (feet)  COMP
 BK2249  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 BK2249
 BK2249  HORZ ORDER  -  B
 BK2249  VERT ORDER  -  THIRD
 BK2249  ELLP ORDER  -  FOURTH    CLASS I
 BK2249
 BK2249.The horizontal coordinates were established by GPS observations
 BK2249.and adjusted by the National Geodetic Survey in June 2005..
 BK2249.The horizontal coordinates are valid at the epoch date displayed above.
 BK2249.The epoch date for horizontal control is a decimal equivalence
 BK2249.of Year/Month/Day.
 BK2249
 BK2249 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2249 ** and geoid heights are valid at the date of observation. These heights
 BK2249 ** must always be validated when used as control.
 BK2249 ** The orthometric height was determined with a Vertical Time-dependent
 BK2249 ** Positioning (VTDP) model and has been validated through GPS observations
 BK2249 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BK2249 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2249 ** epoch indicated which incorporates improved geoid heights for the
 BK2249 ** Southern Louisiana Subsidence area
 BK2249 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2249.The orthometric height was determined by differential leveling.
 BK2249.The vertical network tie was performed by a horz. field party for horz.
 BK2249.obs reductions. Reset procedures were used to establish the elevation.
 BK2249
 BK2249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2249
 BK2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2249
 BK2249.The ellipsoidal height was determined by GPS observations
 BK2249.and is referenced to NAD 83.
 BK2249
 BK2249.The geoid height was determined by GEOID03.
 BK2249
 BK2249.The dynamic height is computed by dividing the NAVD 88
 BK2249.geopotential number by the normal gravity value computed on the
 BK2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2249.degrees latitude (g = 980.6199 gals.).
 BK2249
 BK2249.The modeled gravity was interpolated from observed gravity values.
 BK2249
 BK2249;                    North         East     Units Scale Factor Converg.
 BK2249;SPC LA S     -   194,123.699   813,980.207   MT  0.99993421   -0 57 59.1
 BK2249;SPC LA S     -   636,887.50  2,670,533.40   sFT  0.99993421   -0 57 59.1
 BK2249;UTM  15      - 3,345,095.104   474,396.068   MT  0.99960809   -0 08 02.4
 BK2249
 BK2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2249!SPC LA S     -   1.00000370  x   0.99993421  =   0.99993791
 BK2249!UTM  15      -   1.00000370  x   0.99960809  =   0.99961179
 BK2249
 BK2249                          SUPERSEDED SURVEY CONTROL
 BK2249
 BK2249  NAVD 88 (02/14/94)    3.944  (m)           12.94   (f) ADJUSTED    1 2
 BK2249  NAVD 88 (06/15/91)    3.929  (m)           12.89   (f) UNKNOWN     1 2
 BK2249  NGVD 29 (??/??/??)    3.906  (m)           12.81   (f) ADJUSTED    1 2
 BK2249
 BK2249.Superseded values are not recommended for survey control.
 BK2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2249.See file dsdata.txt to determine how the superseded data were derived.
 BK2249
 BK2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7439645095(NAD 83)
 BK2249_MARKER: I = METAL ROD
 BK2249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2249_SP_SET: STAINLESS STEEL ROD
 BK2249_STAMPING: E 356 1981
 BK2249_MARK LOGO: NGS   
 BK2249_PROJECTION: FLUSH
 BK2249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2249+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK2249_ROD/PIPE-DEPTH: 7.3  meters
 BK2249
 BK2249  HISTORY     - Date     Condition        Report By
 BK2249  HISTORY     - 1981     MONUMENTED       NGS
 BK2249  HISTORY     - 1984     GOOD             LADTD
 BK2249  HISTORY     - 1986     GOOD             NGS
 BK2249  HISTORY     - 20040427 GOOD             NGS
 BK2249  HISTORY     - 20051017 GOOD             NGS
 BK2249
 BK2249                          STATION DESCRIPTION
 BK2249
 BK2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2249'1.7 KM (1.05 MI) WEST FROM WESTLAKE.
 BK2249'1.7 KILOMETERS (1.05 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 BK2249'FROM THE WEST END OF THE RAILROAD BRIDGE OVER CALCASIEU RIVER IN
 BK2249'WESTLAKE, TO THE MARK ON THE LEFT, ON THE SOUTH SIDE OF THE EASTBOUND
 BK2249'LANE OF INTERSTATE 10, 8.23 METERS (22.0 FEET) SOUTH OF THE CENTER
 BK2249'LINE OF THE EASTBOUND LANE OF HIGHWAY I-10, 0.33 METER (1.1 FEET)
 BK2249'NORTH OF A CHAIN LINK FENCE.
 BK2249'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2249
 BK2249                          STATION RECOVERY (1984)
 BK2249
 BK2249'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2249'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  1.7 KM
 BK2249'(1.1 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WEST
 BK2249'END OF THE RAILROAD BRIDGE OVER CALCASIEU RIVER IN WESTLAKE, TO THE
 BK2249'MARK ON THE LEFT, ON THE SOUTH SIDE OF THE EASTBOUND LANE OF
 BK2249'INTERSTATE 10, 8.23 METERS (22 FEET) SOUTH OF THE CENTERLINE OF THE
 BK2249'EASTBOUND LANE OF HIGHWAY I-10, 0.33 METER,(1.1 FEET) NORTH OF A
 BK2249'CHAIN LINK FENCE, 56.7 METERS (186 FEET) EAST NORTHEAST FROM THE EAST
 BK2249'END OF A 15 INCH SIDEDRAIN, 7.3 METERS (24 FEET) NORTH OF THE
 BK2249'CENTERLINE OF THE SERVICE ROAD.
 BK2249'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 BK2249'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2249
 BK2249                          STATION RECOVERY (1986)
 BK2249
 BK2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2249'RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 BK2249'EXCEPT THAT THERE IS NO SLEEVE AROUND ROD.  THE MARK IS IN FRONT OF
 BK2249'THE OLIN BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 BK2249'5-INCH LOGO CAP.
 BK2249
 BK2249                          STATION RECOVERY (2004)
 BK2249
 BK2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK2249'TO REACH FROM THE I 10 EXIT 26 PPG BLVD GO EAST ON I 10 FOR 1.15 MILE
 BK2249'TO THE MARK ON THE  RIGHT, 103 FEET NORTH OF THE RIHT OF WAY FENCE 22
 BK2249'FEET S OF THE CENTER LINE OF THE E  BOUND LANES OF I 10 AND 24' N OF
 BK2249'THE CENTERLINE OF THE SERVICE ROAD IN FRONT OF THE  LYONDELL BLDG.
 BK2249
 BK2249                          STATION RECOVERY (2005)
 BK2249
 BK2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2109 ***********************************************************************
 AU2109  DESIGNATION -  E 368
 AU2109  PID         -  AU2109
 AU2109  STATE/COUNTY-  LA/JEFFERSON
 AU2109  USGS QUAD   -  LULING (1992)
 AU2109
 AU2109                         *CURRENT SURVEY CONTROL
 AU2109  ___________________________________________________________________
 AU2109* NAD 83(1992)-  29 57 42.90397(N)    090 16 39.48531(W)     ADJUSTED  
 AU2109* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU2109  **This station is located in a subsidence area (see below).
 AU2109  ___________________________________________________________________
 AU2109  X           -     -26,797.972 (meters)                     COMP
 AU2109  Y           -  -5,530,281.709 (meters)                     COMP
 AU2109  Z           -   3,166,705.849 (meters)                     COMP
 AU2109  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2109  ELLIP HEIGHT-         -22.55  (meters)          (09/30/02) GPS OBS
 AU2109  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AU2109  DYNAMIC HT  -           3.6   (meters)      12.    (feet)  COMP
 AU2109  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 AU2109  OBS GRAVITY -     979,313.8   (mgal)                       GRAV_OBS
 AU2109
 AU2109  HORZ ORDER  -  FIRST
 AU2109  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2109  ELLP ORDER  -  FOURTH    CLASS II
 AU2109
 AU2109.The horizontal coordinates were established by GPS observations
 AU2109.and adjusted by the National Geodetic Survey in January 1993..
 AU2109
 AU2109 ** The orthometric height has not been validated since last determined
 AU2109 ** by differential leveling and should not be used for control purposes.
 AU2109 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2109 ** area with valid NAVD 88 orthometric heights.
 AU2109 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2109 ** epoch indicated which incorporates improved geoid heights for the
 AU2109 ** Southern Louisiana Subsidence area.
 AU2109 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2109.The orthometric height was scaled from a topographic map.
 AU2109.The vertical order pertains to the first NAVD 88 superseded value.
 AU2109
 AU2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2109
 AU2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2109
 AU2109.The ellipsoidal height was determined by GPS observations
 AU2109.and is referenced to NAD 83.
 AU2109
 AU2109.The geoid height was determined by GEOID03.
 AU2109
 AU2109.The dynamic height is computed by dividing the NAVD 88
 AU2109.geopotential number by the normal gravity value computed on the
 AU2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2109.degrees latitude (g = 980.6199 gals.).
 AU2109
 AU2109.The modeled gravity was interpolated from observed gravity values.
 AU2109.The observed gravity was obtained from relative gravimeter ties
 AU2109.to the IGSN71 gravity network.
 AU2109
 AU2109;                    North         East     Units Scale Factor Converg.
 AU2109;SPC LA S     -   162,514.588 1,101,890.308   MT  0.99992597   +0 31 40.3
 AU2109;SPC LA S     -   533,183.28  3,615,118.45   sFT  0.99992597   +0 31 40.3
 AU2109;UTM  15      - 3,317,684.121   762,715.915   MT  1.00045164   +1 21 37.4
 AU2109
 AU2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2109!SPC LA S     -   1.00000354  x   0.99992597  =   0.99992951
 AU2109!UTM  15      -   1.00000354  x   1.00045164  =   1.00045518
 AU2109
 AU2109                          SUPERSEDED SURVEY CONTROL
 AU2109
 AU2109  ELLIP H (01/21/93)  -22.52   (m)                       GP(       ) 4 2
 AU2109  NAD 83(1986)-  29 57 42.92073(N)    090 16 39.48478(W) AD(       ) 1
 AU2109  NAD 27      -  29 57 42.18674(N)    090 16 39.20535(W) AD(       ) 1
 AU2109  NAVD 88 (02/14/94)    3.624  (m)           11.89   (f) UNKNOWN     1 2
 AU2109  NAVD 88 (06/15/91)    3.685  (m)           12.09   (f) UNKNOWN     1 2
 AU2109  NGVD 29 (??/??/??)    3.705  (m)           12.16   (f) ADJUSTED    1 2
 AU2109
 AU2109.Superseded values are not recommended for survey control.
 AU2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2109.See file dsdata.txt to determine how the superseded data were derived.
 AU2109
 AU2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6271617684(NAD 83)
 AU2109_MARKER: I = METAL ROD
 AU2109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2109_SP_SET: STAINLESS STEEL ROD
 AU2109_STAMPING: E 368 1984
 AU2109_MARK LOGO: NGS   
 AU2109_PROJECTION: RECESSED 2 CENTIMETERS
 AU2109_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2109+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 AU2109_ROD/PIPE-DEPTH: 41.4 meters
 AU2109
 AU2109  HISTORY     - Date     Condition        Report By
 AU2109  HISTORY     - 1984     MONUMENTED       NGS
 AU2109  HISTORY     - 1984     GOOD             LA-051
 AU2109  HISTORY     - 1987     GOOD             LADTD
 AU2109  HISTORY     - 19941122 GOOD             NGS
 AU2109
 AU2109                          STATION DESCRIPTION
 AU2109
 AU2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2109'10.0 KM (6.25 MI) NW FROM AVONDALE.
 AU2109'1.1 KM (0.7 MI) NORTH ALONG AVONDALE ROAD FROM THE JUNCTION OF U.S.
 AU2109'HIGHWAY 90 IN AVONDALE, THENCE 9.5 KM (5.95 MI) NORTHWEST ALONG RIVER
 AU2109'ROAD (STATE HIGHWAY 18) AT A POWERLINE POLE NORTH ACROSS THE HIGHWAY
 AU2109'FROM 11721 RIVER ROAD (THE LIVE OAK MANOR VOLUNTEER FIRE DEPARTMENT
 AU2109'STATION 2), 6.7 METERS (22.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 AU2109'RIVER ROAD, 22.86 METERS (75.0 FT) NORTH OF THE NORTHEAST CORNER OF
 AU2109'THE FIRE STATION BUILDING, 45.41 METERS (149.0 FT) EAST-NORTHEAST OF
 AU2109'THE ST. CHARLES AND JEFFERSON PARISH LINE AND 0.82 METERS (2.7 FT)
 AU2109'NORTH-NORTHWEST OF A UTILITY POLE WITH A STREET LIGHT.  NOTE, ROD
 AU2109'ANCHORED AT THIS DEPTH.
 AU2109'THE MARK IS 0.54 METERS  NNW FROM A WITNESS POST.
 AU2109'THE MARK IS ABOVE LEVEL WITH RIVER ROAD.
 AU2109
 AU2109                          STATION RECOVERY (1984)
 AU2109
 AU2109'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2109'RECOVERED IN GOOD CONDITION.
 AU2109
 AU2109                          STATION RECOVERY (1987)
 AU2109
 AU2109'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU2109'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AU2109'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AU2109'
 AU2109'THE STATION IS LOCATED IN SOUTH KENNER, JUST EAST OF THE ST CHARLES
 AU2109'PARISH LINE, AT THE BASE OF THE MISSISSIPPI RIVER LEVEE, ACROSS THE
 AU2109'ROAD FROM FIRE STATION 71.
 AU2109'OWNERSHIP--WEST JEFFERSON LEVEE DRISTRICT, C/O LEO DUETT, DIRECTOR
 AU2109'403 BARATARIA BOULEVARD, MARRERO, LA. PHONE 504-340-0318.
 AU2109'
 AU2109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU2109'AVONDALE GARDEN ROAD ABOUT 3.2 KM (2 MI) WEST OF THE JUNCTION OF
 AU2109'HIGHWAYS 90 AND 90 BUSINESS IN AVONDALE, GO
 AU2109'NORTHEAST FOR 1.06 KM (0.65 MI) ON AVONDALE GARDEN ROAK TO A T-ROAD
 AU2109'AT THE LEVEE.
 AU2109'TURN LEFT AND GO NORTHWEST FOR 6.87 KM (4.3 MI) ON STATE HIGHWAY 18
 AU2109'TO SOUTH KENNER AVENUE ON THE LEFT.
 AU2109'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 AU2109'2.23 KM (1.4 MI) ON HIGHWAY 18 TO THE FIRE STATION ON THE LEFT AND
 AU2109'THE STATION ON THE RIGHT NEAR A UTILITY POLE.
 AU2109'
 AU2109'THE STATION IS A STANDARD NGS DATUM POINT ACCESSED THROUGH A LOGO
 AU2109'CAP STAMPED---E 368 1984---,
 AU2109'21.6 METERS (70.9 FT) NORTHWEST FROM A FIRE HYDRANT AT THE
 AU2109'NORTHEAST CORNER OF THE FIRE STATION,
 AU2109'6.5 METERS (21.3 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 AU2109'1.8 METERS (5.9 FT) WEST FROM THE EXTENDED EAST WALL OF THE FIRE
 AU2109'STATION, AND
 AU2109'0.7 METERS (2.3 FT) NORTHWEST FROM A UTILITY POLE.
 AU2109
 AU2109                          STATION RECOVERY (1994)
 AU2109
 AU2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2109'9.8 KM (6.10 MI) EASTERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 AU2109'STATE HIGHWAY 52 IN LULING, 22.7 M (74.5 FT) NORTH OF THE NORTHEAST
 AU2109'CORNER OF A FIRE STATION (VACANT), 21.5 M (70.5 FT) NORTH OF A FIRE
 AU2109'HYDRANT, 6.3 M (20.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9
 AU2109'FT) SOUTHWEST OF A UTILITY LIGHT POLE, 0.7 M (2.3 FT) SOUTHWEST OF A
 AU2109'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AU2109'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3295 ***********************************************************************
 AU3295  DESIGNATION -  E 368 AZ MK
 AU3295  PID         -  AU3295
 AU3295  STATE/COUNTY-  LA/JEFFERSON
 AU3295  USGS QUAD   -  LULING (1992)
 AU3295
 AU3295                         *CURRENT SURVEY CONTROL
 AU3295  ___________________________________________________________________
 AU3295* NAD 83(1992)-  29 57 48.45029(N)    090 16 25.95734(W)     ADJUSTED  
 AU3295* NAVD 88     -         7.4  **(meters)      24.   **(feet)  VERTCON   
 AU3295  **This station is located in a subsidence area (see below).
 AU3295  ___________________________________________________________________
 AU3295  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU3295  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AU3295
 AU3295  HORZ ORDER  -  SECOND
 AU3295
 AU3295.The horizontal coordinates were established by classical geodetic methods
 AU3295.and adjusted by the National Geodetic Survey in January 1993..
 AU3295.No horizontal observational check was made to the station.
 AU3295
 AU3295 ** The orthometric height has not been validated since last determined
 AU3295 ** by differential leveling and should not be used for control purposes.
 AU3295 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3295 ** area with valid NAVD 88 orthometric heights.
 AU3295 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3295 ** epoch indicated which incorporates improved geoid heights for the
 AU3295 ** Southern Louisiana Subsidence area.
 AU3295 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3295.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3295
 AU3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3295
 AU3295.The geoid height was determined by GEOID03.
 AU3295
 AU3295;                    North         East     Units Scale Factor Converg.
 AU3295;SPC LA S     -   162,688.698 1,102,251.399   MT  0.99992596   +0 31 47.1
 AU3295;SPC LA S     -   533,754.50  3,616,303.13   sFT  0.99992596   +0 31 47.1
 AU3295;UTM  15      - 3,317,863.555   763,074.626   MT  1.00045396   +1 21 44.4
 AU3295
 AU3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3295!SPC LA S     -   1.00000294  x   0.99992596  =   0.99992890
 AU3295!UTM  15      -   1.00000294  x   1.00045396  =   1.00045690
 AU3295
 AU3295                          SUPERSEDED SURVEY CONTROL
 AU3295
 AU3295  NAD 83(1986)-  29 57 48.46704(N)    090 16 25.95682(W) AD(       ) 2
 AU3295  NAD 27      -  29 57 47.73323(N)    090 16 25.67774(W) AD(       ) 2
 AU3295  NGVD 29 (05/20/88)    7.5    (m)           25.     (f) VERT ANG       
 AU3295
 AU3295.Superseded values are not recommended for survey control.
 AU3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3295.See file dsdata.txt to determine how the superseded data were derived.
 AU3295
 AU3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6307517864(NAD 83)
 AU3295_MARKER: DZ = AZIMUTH MARK DISK
 AU3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3295_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3295+STABILITY: SURFACE MOTION
 AU3295
 AU3295  HISTORY     - Date     Condition        Report By
 AU3295  HISTORY     - 1987     MONUMENTED       LADTD
 AU3295
 AU3295                          STATION DESCRIPTION
 AU3295
 AU3295'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3295'THE STATION IS LOCATED ABOUT 9.74 KM (6.1 MI)
 AU3295'NORTHWEST OF AVONDALE ON STATE HIGHWAY 18 ON THE WESTBANK OF THE
 AU3295'MISSISSIPPI RIVER SET NEAR THE CROWN OF THE LEVEE, SOUTHEAST OF
 AU3295'FIRE STATION 71.
 AU3295'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTOR,
 AU3295'403 BARATARIA BOULEVARD, MARREROR, LOUISIANA 70072.
 AU3295'PHONE 504-340-0318.
 AU3295'
 AU3295'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU3295'AVONDALE GARDEN ROAD IN AVONDALE, GO NORTHEAST FOR
 AU3295'1.06 KM (0.65 MI) ON AVONDALE GARDEN ROAD TO STATE HIGHWAY 18 AND
 AU3295'THE LEVEE.
 AU3295'TURN RIGHT AND GO NORTHWEST FOR 8.68 KM (5.45 MI) ON HIGHWAY 18 TO
 AU3295'THE STATION MARK SET ON THE RIGHT NEAR THE CROWN OF THE LEVEE ABOUT
 AU3295'1.0 METER (3.28 FEET) LOWER THEN THE LEVEE ROAD.
 AU3295'
 AU3295'THE STATION IS A STANDARD NGS DISK
 AU3295'STAMPED---E 368 JPW AZ MK 1987---,
 AU3295'SET INTO THE TOP OF A ROUNE CONCRETE MONUMENT RECESSED
 AU3295'3 CM BELOW GROUND.  LOCATED
 AU3295'35.5 METERS (116.8 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 AU3295'29 METERS (95.1 FT) NORTH-NORTHEAST FROM A UTILITY POLE NUMBERED
 AU3295'116,
 AU3295'28.6 METERS (93.8 FT) WEST FROM A UTILITY POLE WITH A LIGHT AND A
 AU3295'GUY WIRE ATTACHED,
 AU3295'6 METERS (19.7 FT) SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 AU3295'28.9 METERS (94.8 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS
 AU3295'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1354 ***********************************************************************
 CQ1354  DESIGNATION -  E 37
 CQ1354  PID         -  CQ1354
 CQ1354  STATE/COUNTY-  LA/WEBSTER
 CQ1354  USGS QUAD   -  CULLEN (1981)
 CQ1354
 CQ1354                         *CURRENT SURVEY CONTROL
 CQ1354  ___________________________________________________________________
 CQ1354* NAD 83(1986)-  32 52 37.     (N)    093 26 19.     (W)     SCALED    
 CQ1354* NAVD 88     -        74.266  (meters)     243.65   (feet)  ADJUSTED  
 CQ1354  ___________________________________________________________________
 CQ1354  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1354  DYNAMIC HT  -          74.184 (meters)     243.39  (feet)  COMP
 CQ1354  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 CQ1354
 CQ1354  VERT ORDER  -  SECOND    CLASS 0
 CQ1354
 CQ1354.The horizontal coordinates were scaled from a topographic map and have
 CQ1354.an estimated accuracy of +/- 6 seconds.
 CQ1354
 CQ1354.The orthometric height was determined by differential leveling
 CQ1354.and adjusted by the National Geodetic Survey in June 1991..
 CQ1354
 CQ1354.The geoid height was determined by GEOID03.
 CQ1354
 CQ1354.The dynamic height is computed by dividing the NAVD 88
 CQ1354.geopotential number by the normal gravity value computed on the
 CQ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1354.degrees latitude (g = 980.6199 gals.).
 CQ1354
 CQ1354.The modeled gravity was interpolated from observed gravity values.
 CQ1354
 CQ1354;                    North         East    Units  Estimated Accuracy
 CQ1354;SPC LA N     -   263,940.      912,160.      MT  (+/- 180 meters Scaled)
 CQ1354
 CQ1354                          SUPERSEDED SURVEY CONTROL
 CQ1354
 CQ1354  NGVD 29 (??/??/??)   74.330  (m)          243.86   (f) ADJUSTED    2 0
 CQ1354
 CQ1354.Superseded values are not recommended for survey control.
 CQ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1354.See file dsdata.txt to determine how the superseded data were derived.
 CQ1354
 CQ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS589377(NAD 83)
 CQ1354_MARKER: DB = BENCH MARK DISK
 CQ1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1354_STAMPING: E 57 1934
 CQ1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1354+STABILITY: SURFACE MOTION
 CQ1354
 CQ1354  HISTORY     - Date     Condition        Report By
 CQ1354  HISTORY     - 1934     MONUMENTED       CGS
 CQ1354  HISTORY     - 20021012 GOOD             USPSQD
 CQ1354
 CQ1354                          STATION DESCRIPTION
 CQ1354
 CQ1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1354'1.5 MI S FROM SAREPTA.
 CQ1354'ABOUT 1.5 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1354'THE STATION AT SAREPTA, WEBSTER PARISH, ABOUT 255 YARDS NORTH OF
 CQ1354'MILEPOST 57, ABOUT 252 YARDS SOUTH OF A ROAD CROSSING, ABOUT 148 YARDS
 CQ1354'SOUTHEAST OF THE MAGNOLIA PUMP STATION, AND ABOUT 18 YARDS WEST OF THE
 CQ1354'TRACK.  A STANDARD DISK, STAMPED E 37 1934 AND SET IN THE TOP OF A
 CQ1354'CONCRETE POST.
 CQ1354
 CQ1354                          STATION RECOVERY (2002)
 CQ1354
 CQ1354'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0009 ***********************************************************************
 BX0009  DESIGNATION -  E 3737 LAGS
 BX0009  PID         -  BX0009
 BX0009  STATE/COUNTY-  LA/GRANT
 BX0009  USGS QUAD   -  POLLOCK (1985)
 BX0009
 BX0009                         *CURRENT SURVEY CONTROL
 BX0009  ___________________________________________________________________
 BX0009* NAD 83(1986)-  31 32 22.     (N)    092 24 05.     (W)     SCALED    
 BX0009* NAVD 88     -        49.31   (+/-2cm)     161.8    (feet)  VERTCON   
 BX0009  ___________________________________________________________________
 BX0009  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX0009
 BX0009  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0009
 BX0009.The horizontal coordinates were scaled from a topographic map and have
 BX0009.an estimated accuracy of +/- 6 seconds.
 BX0009
 BX0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0009.The vertical order pertains to the NGVD 29 superseded value.
 BX0009
 BX0009.The geoid height was determined by GEOID03.
 BX0009
 BX0009;                    North         East    Units  Estimated Accuracy
 BX0009;SPC LA N     -   115,250.    1,009,360.      MT  (+/- 180 meters Scaled)
 BX0009
 BX0009                          SUPERSEDED SURVEY CONTROL
 BX0009
 BX0009  NGVD 29 (??/??/??)   49.298  (m)          161.74   (f) ADJUSTED    1 2
 BX0009
 BX0009.Superseded values are not recommended for survey control.
 BX0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0009.See file dsdata.txt to determine how the superseded data were derived.
 BX0009
 BX0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ568895(NAD 83)
 BX0009_MARKER: DD = SURVEY DISK
 BX0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0009_STAMPING: E 3737
 BX0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0009+STABILITY: SURFACE MOTION
 BX0009
 BX0009  HISTORY     - Date     Condition        Report By
 BX0009  HISTORY     - UNK      MONUMENTED       LAGS
 BX0009  HISTORY     - 1966     GOOD             CGS
 BX0009
 BX0009                          STATION DESCRIPTION
 BX0009
 BX0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0009'1.45 MI N FROM POLLOCK.
 BX0009'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0009'POLLOCK, THENCE 0.4 MILE EAST AND NORTH ALONG STATE HIGHWAY 524, IN
 BX0009'SECTION 31, T 7 N, R 1 E, ABOUT 119 YARDS NORTH OF THE JUNCTION OF AN
 BX0009'OLD HIGHWAY LEADING SOUTH, 28 1/2 FEET EAST OF THE CENTER LINE OF THE
 BX0009'HIGHWAY 191 FEET NORTH OF A 26-INCH OAK TREE THAT IS WEST OF AND IN
 BX0009'FRONT OF A FRAME HOUSE, 51 FEET EAST OF AND ACROSS THE HIGHWAY FROM
 BX0009'TELEPHONE POLE NUMBER 15, 2 FEET WEST OF A FENCE, 1.0 FOOT EAST OF A
 BX0009'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 BX0009'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0010 ***********************************************************************
 BX0010  DESIGNATION -  E 3740 LAGS
 BX0010  PID         -  BX0010
 BX0010  STATE/COUNTY-  LA/GRANT
 BX0010  USGS QUAD   -  POLLOCK (1985)
 BX0010
 BX0010                         *CURRENT SURVEY CONTROL
 BX0010  ___________________________________________________________________
 BX0010* NAD 83(1986)-  31 32 54.     (N)    092 23 57.     (W)     SCALED    
 BX0010* NAVD 88     -        57.73   (+/-2cm)     189.4    (feet)  VERTCON   
 BX0010  ___________________________________________________________________
 BX0010  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX0010
 BX0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0010
 BX0010.The horizontal coordinates were scaled from a topographic map and have
 BX0010.an estimated accuracy of +/- 6 seconds.
 BX0010
 BX0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0010.The vertical order pertains to the NGVD 29 superseded value.
 BX0010
 BX0010.The geoid height was determined by GEOID03.
 BX0010
 BX0010;                    North         East    Units  Estimated Accuracy
 BX0010;SPC LA N     -   116,240.    1,009,570.      MT  (+/- 180 meters Scaled)
 BX0010
 BX0010                          SUPERSEDED SURVEY CONTROL
 BX0010
 BX0010  NGVD 29 (??/??/??)   57.726  (m)          189.39   (f) ADJUSTED    1 2
 BX0010
 BX0010.Superseded values are not recommended for survey control.
 BX0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0010.See file dsdata.txt to determine how the superseded data were derived.
 BX0010
 BX0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ570905(NAD 83)
 BX0010_MARKER: DD = SURVEY DISK
 BX0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0010_STAMPING: E 3740
 BX0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0010+STABILITY: SURFACE MOTION
 BX0010
 BX0010  HISTORY     - Date     Condition        Report By
 BX0010  HISTORY     - UNK      MONUMENTED       LAGS
 BX0010  HISTORY     - 1966     GOOD             CGS
 BX0010
 BX0010                          STATION DESCRIPTION
 BX0010
 BX0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0010'2.15 MI N FROM POLLOCK.
 BX0010'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0010'POLLOCK, THENCE 1.1 MILES EAST AND NORTH ALONG STATE HIGHWAY 524, IN
 BX0010'SECTION 31, T 7 N, R 1 E, 27 FEET SOUTHWEST OF THE CENTER OF THE
 BX0010'INTERSECTION OF AN EAST-WEST GRAVELED ROAD, 25 FEET WEST OF THE CENTER
 BX0010'LINE OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20
 BX0010'1/2 FEET NORTH OF COMBINATION POWER AND TELEPHONE POLE NUMBER 27, 1.3
 BX0010'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 BX0010'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BX0010'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0011 ***********************************************************************
 BX0011  DESIGNATION -  E 3742 LAGS
 BX0011  PID         -  BX0011
 BX0011  STATE/COUNTY-  LA/GRANT
 BX0011  USGS QUAD   -  POLLOCK (1985)
 BX0011
 BX0011                         *CURRENT SURVEY CONTROL
 BX0011  ___________________________________________________________________
 BX0011* NAD 83(1986)-  31 33 19.     (N)    092 24 05.     (W)     SCALED    
 BX0011* NAVD 88     -        54.57   (+/-2cm)     179.0    (feet)  VERTCON   
 BX0011  ___________________________________________________________________
 BX0011  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX0011
 BX0011  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0011
 BX0011.The horizontal coordinates were scaled from a topographic map and have
 BX0011.an estimated accuracy of +/- 6 seconds.
 BX0011
 BX0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0011.The vertical order pertains to the NGVD 29 superseded value.
 BX0011
 BX0011.The geoid height was determined by GEOID03.
 BX0011
 BX0011;                    North         East    Units  Estimated Accuracy
 BX0011;SPC LA N     -   117,010.    1,009,360.      MT  (+/- 180 meters Scaled)
 BX0011
 BX0011                          SUPERSEDED SURVEY CONTROL
 BX0011
 BX0011  NGVD 29 (??/??/??)   54.563  (m)          179.01   (f) ADJUSTED    1 2
 BX0011
 BX0011.Superseded values are not recommended for survey control.
 BX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0011.See file dsdata.txt to determine how the superseded data were derived.
 BX0011
 BX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ568912(NAD 83)
 BX0011_MARKER: DD = SURVEY DISK
 BX0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0011_STAMPING: E 3742
 BX0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0011+STABILITY: SURFACE MOTION
 BX0011
 BX0011  HISTORY     - Date     Condition        Report By
 BX0011  HISTORY     - UNK      MONUMENTED       LAGS
 BX0011  HISTORY     - 1966     GOOD             CGS
 BX0011
 BX0011                          STATION DESCRIPTION
 BX0011
 BX0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0011'2.7 MI N FROM POLLOCK.
 BX0011'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0011'POLLOCK, THENCE 1.65 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0011'30, T 7 N, R 1 E, 46 FEET NORTH OF THE CENTER OF THE INTERSECTION OF A
 BX0011'TRACK ROAD, 25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35
 BX0011'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 73 FEET NORTH OF A U.S.
 BX0011'FOREST SERVICE SIGN, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 BX0011'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX0011'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0012 ***********************************************************************
 BX0012  DESIGNATION -  E 3743 LAGS
 BX0012  PID         -  BX0012
 BX0012  STATE/COUNTY-  LA/GRANT
 BX0012  USGS QUAD   -  POLLOCK (1985)
 BX0012
 BX0012                         *CURRENT SURVEY CONTROL
 BX0012  ___________________________________________________________________
 BX0012* NAD 83(1986)-  31 33 39.     (N)    092 24 19.     (W)     SCALED    
 BX0012* NAVD 88     -        55.89   (+/-2cm)     183.4    (feet)  VERTCON   
 BX0012  ___________________________________________________________________
 BX0012  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX0012
 BX0012  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0012
 BX0012.The horizontal coordinates were scaled from a topographic map and have
 BX0012.an estimated accuracy of +/- 6 seconds.
 BX0012
 BX0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0012.The vertical order pertains to the NGVD 29 superseded value.
 BX0012
 BX0012.The geoid height was determined by GEOID03.
 BX0012
 BX0012;                    North         East    Units  Estimated Accuracy
 BX0012;SPC LA N     -   117,620.    1,008,990.      MT  (+/- 180 meters Scaled)
 BX0012
 BX0012                          SUPERSEDED SURVEY CONTROL
 BX0012
 BX0012  NGVD 29 (??/??/??)   55.885  (m)          183.35   (f) ADJUSTED    1 2
 BX0012
 BX0012.Superseded values are not recommended for survey control.
 BX0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0012.See file dsdata.txt to determine how the superseded data were derived.
 BX0012
 BX0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ564919(NAD 83)
 BX0012_MARKER: DD = SURVEY DISK
 BX0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0012_STAMPING: E 3743
 BX0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0012+STABILITY: SURFACE MOTION
 BX0012
 BX0012  HISTORY     - Date     Condition        Report By
 BX0012  HISTORY     - UNK      MONUMENTED       LAGS
 BX0012  HISTORY     - 1966     GOOD             CGS
 BX0012
 BX0012                          STATION DESCRIPTION
 BX0012
 BX0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0012'3.1 MI N FROM POLLOCK.
 BX0012'1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0012'POLLOCK, THENCE 2.05 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0012'30, T 7 N, R 1 E, ABOUT 0.15 MILE SOUTHEAST OF A LONG CURVE, 28 FEET
 BX0012'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 96 1/2 FEET NORTHWEST OF
 BX0012'A TELEPHONE POLE BRACED BY A POLE, 2.7 FEET NORTHEAST OF A METAL
 BX0012'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 BX0012'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0020 ***********************************************************************
 BX0020  DESIGNATION -  E 3744 LAGS
 BX0020  PID         -  BX0020
 BX0020  STATE/COUNTY-  LA/GRANT
 BX0020  USGS QUAD   -  POLLOCK (1985)
 BX0020
 BX0020                         *CURRENT SURVEY CONTROL
 BX0020  ___________________________________________________________________
 BX0020* NAD 83(1986)-  31 34 09.     (N)    092 24 47.     (W)     SCALED    
 BX0020* NAVD 88     -        57.88   (+/-2cm)     189.9    (feet)  VERTCON   
 BX0020  ___________________________________________________________________
 BX0020  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX0020
 BX0020  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0020
 BX0020.The horizontal coordinates were scaled from a topographic map and have
 BX0020.an estimated accuracy of +/- 6 seconds.
 BX0020
 BX0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0020.The vertical order pertains to the NGVD 29 superseded value.
 BX0020
 BX0020.The geoid height was determined by GEOID03.
 BX0020
 BX0020;                    North         East    Units  Estimated Accuracy
 BX0020;SPC LA N     -   118,550.    1,008,250.      MT  (+/- 180 meters Scaled)
 BX0020
 BX0020                          SUPERSEDED SURVEY CONTROL
 BX0020
 BX0020  NGVD 29 (??/??/??)   57.873  (m)          189.87   (f) ADJUSTED    1 2
 BX0020
 BX0020.Superseded values are not recommended for survey control.
 BX0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0020.See file dsdata.txt to determine how the superseded data were derived.
 BX0020
 BX0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ556928(NAD 83)
 BX0020_MARKER: DD = SURVEY DISK
 BX0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0020_STAMPING: E 3744
 BX0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0020+STABILITY: SURFACE MOTION
 BX0020
 BX0020  HISTORY     - Date     Condition        Report By
 BX0020  HISTORY     - UNK      MONUMENTED       LAGS
 BX0020  HISTORY     - 1966     GOOD             CGS
 BX0020
 BX0020                          STATION DESCRIPTION
 BX0020
 BX0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0020'3.9 MI N FROM POLLOCK.
 BX0020'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0020'POLLOCK, THENCE 2.85 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0020'19, T 7 N, R 1 E, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 BX0020'165, ABOUT IN LINE WITH A ROW OF POLES, 25 1/2 FEET SOUTHWEST OF THE
 BX0020'CENTER LINE OF THE HIGHWAY, 173 FEEET SOUTHEAST OF TELEPHONE POLE
 BX0020'NUMBER 51, 132 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 BX0020'SOUTHWEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 1.0 FOOT SOUTHWEST OF
 BX0020'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 BX0020'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0021 ***********************************************************************
 BX0021  DESIGNATION -  E 3746 LAGS
 BX0021  PID         -  BX0021
 BX0021  STATE/COUNTY-  LA/GRANT
 BX0021  USGS QUAD   -  POLLOCK (1985)
 BX0021
 BX0021                         *CURRENT SURVEY CONTROL
 BX0021  ___________________________________________________________________
 BX0021* NAD 83(1986)-  31 34 43.     (N)    092 24 48.     (W)     SCALED    
 BX0021* NAVD 88     -        62.97   (+/-2cm)     206.6    (feet)  VERTCON   
 BX0021  ___________________________________________________________________
 BX0021  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX0021
 BX0021  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0021
 BX0021.The horizontal coordinates were scaled from a topographic map and have
 BX0021.an estimated accuracy of +/- 6 seconds.
 BX0021
 BX0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0021.The vertical order pertains to the NGVD 29 superseded value.
 BX0021
 BX0021.The geoid height was determined by GEOID03.
 BX0021
 BX0021;                    North         East    Units  Estimated Accuracy
 BX0021;SPC LA N     -   119,600.    1,008,230.      MT  (+/- 180 meters Scaled)
 BX0021
 BX0021                          SUPERSEDED SURVEY CONTROL
 BX0021
 BX0021  NGVD 29 (??/??/??)   62.961  (m)          206.56   (f) ADJUSTED    1 2
 BX0021
 BX0021.Superseded values are not recommended for survey control.
 BX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0021.See file dsdata.txt to determine how the superseded data were derived.
 BX0021
 BX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ556938(NAD 83)
 BX0021_MARKER: DD = SURVEY DISK
 BX0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0021_STAMPING: E 3746
 BX0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0021+STABILITY: SURFACE MOTION
 BX0021
 BX0021  HISTORY     - Date     Condition        Report By
 BX0021  HISTORY     - UNK      MONUMENTED       LAGS
 BX0021  HISTORY     - 1966     GOOD             CGS
 BX0021
 BX0021                          STATION DESCRIPTION
 BX0021
 BX0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0021'4.5 MI N FROM POLLOCK.
 BX0021'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0021'POLLOCK, THENCE 3.45 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0021'19, T 7 N, R 1 E, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 BX0021'165, NEAR THE SOUTH END OF A LONG CURVE, ABOUT 0.1 MILE SOUTH OF THE
 BX0021'JUNCTION OF A GRAVELED ROAD LEADING EAST, 29 1/2 FEET EAST OF THE
 BX0021'CENTER LINE OF THE HIGHWAY, 72 FEET NORTH OF A TELEPHONE POLE, 55 1/2
 BX0021'FEET SOUTHEAST OF A BRACED TELEPHONE POLE, 1.4 FEET EAST OF A METAL
 BX0021'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 BX0021'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0022 ***********************************************************************
 BX0022  DESIGNATION -  E 3747 LAGS
 BX0022  PID         -  BX0022
 BX0022  STATE/COUNTY-  LA/GRANT
 BX0022  USGS QUAD   -  POLLOCK (1985)
 BX0022
 BX0022                         *CURRENT SURVEY CONTROL
 BX0022  ___________________________________________________________________
 BX0022* NAD 83(1986)-  31 34 50.     (N)    092 24 49.     (W)     SCALED    
 BX0022* NAVD 88     -        63.59   (+/-2cm)     208.6    (feet)  VERTCON   
 BX0022  ___________________________________________________________________
 BX0022  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX0022
 BX0022  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0022
 BX0022.The horizontal coordinates were scaled from a topographic map and have
 BX0022.an estimated accuracy of +/- 6 seconds.
 BX0022
 BX0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0022.The vertical order pertains to the NGVD 29 superseded value.
 BX0022
 BX0022.The geoid height was determined by GEOID03.
 BX0022
 BX0022;                    North         East    Units  Estimated Accuracy
 BX0022;SPC LA N     -   119,810.    1,008,200.      MT  (+/- 180 meters Scaled)
 BX0022
 BX0022                          SUPERSEDED SURVEY CONTROL
 BX0022
 BX0022  NGVD 29 (??/??/??)   63.590  (m)          208.63   (f) ADJUSTED    1 2
 BX0022
 BX0022.Superseded values are not recommended for survey control.
 BX0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0022.See file dsdata.txt to determine how the superseded data were derived.
 BX0022
 BX0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ556940(NAD 83)
 BX0022_MARKER: DD = SURVEY DISK
 BX0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0022_STAMPING: E 3747
 BX0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0022+STABILITY: SURFACE MOTION
 BX0022
 BX0022  HISTORY     - Date     Condition        Report By
 BX0022  HISTORY     - UNK      MONUMENTED       LAGS
 BX0022  HISTORY     - 1966     GOOD             CGS
 BX0022
 BX0022                          STATION DESCRIPTION
 BX0022
 BX0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0022'4.7 MI N FROM POLLOCK.
 BX0022'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0022'POLLOCK, THENCE 3.65 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0022'18, T 7 N, R 1 E, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A GRAVELED
 BX0022'ROAD, 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 89 FEET SOUTH OF
 BX0022'A LARGE FORKED LIVE OAK TREE, 19.0 FEET NORTHWEST OF A POWER POLE
 BX0022'BEARING A WITNESS SHIELD ON THE WEST SIDE, ABOUT LEVEL WITH THE
 BX0022'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0023 ***********************************************************************
 BX0023  DESIGNATION -  E 3748 LAGS
 BX0023  PID         -  BX0023
 BX0023  STATE/COUNTY-  LA/GRANT
 BX0023  USGS QUAD   -  POLLOCK (1985)
 BX0023
 BX0023                         *CURRENT SURVEY CONTROL
 BX0023  ___________________________________________________________________
 BX0023* NAD 83(1986)-  31 35 00.     (N)    092 24 56.     (W)     SCALED    
 BX0023* NAVD 88     -        60.26   (+/-2cm)     197.7    (feet)  VERTCON   
 BX0023  ___________________________________________________________________
 BX0023  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX0023
 BX0023  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0023
 BX0023.The horizontal coordinates were scaled from a topographic map and have
 BX0023.an estimated accuracy of +/- 6 seconds.
 BX0023
 BX0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0023.The vertical order pertains to the NGVD 29 superseded value.
 BX0023
 BX0023.The geoid height was determined by GEOID03.
 BX0023
 BX0023;                    North         East    Units  Estimated Accuracy
 BX0023;SPC LA N     -   120,120.    1,008,020.      MT  (+/- 180 meters Scaled)
 BX0023
 BX0023                          SUPERSEDED SURVEY CONTROL
 BX0023
 BX0023  NGVD 29 (??/??/??)   60.258  (m)          197.70   (f) ADJUSTED    1 2
 BX0023
 BX0023.Superseded values are not recommended for survey control.
 BX0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0023.See file dsdata.txt to determine how the superseded data were derived.
 BX0023
 BX0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ554944(NAD 83)
 BX0023_MARKER: DD = SURVEY DISK
 BX0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0023_STAMPING: E 3748
 BX0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0023+STABILITY: SURFACE MOTION
 BX0023
 BX0023  HISTORY     - Date     Condition        Report By
 BX0023  HISTORY     - UNK      MONUMENTED       LAGS
 BX0023  HISTORY     - 1966     GOOD             CGS
 BX0023
 BX0023                          STATION DESCRIPTION
 BX0023
 BX0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0023'4.9 MI N FROM POLLOCK.
 BX0023'1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0023'POLLOCK, THENCE 3.85 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0023'18, T 7 N, R 1 E, AT THE SOUTH END OF A SLIGHT CURVE, 47 FEET WEST OF
 BX0023'THE CENTER LINE OF THE HIGHWAY, 49 1/2 FEET SOUTH OF A TELEPHONE POLE,
 BX0023'78 FEET SOUTH OF A BRACE POLE FOR A POWER LINE, 24.0 FEET NORTHWEST OF
 BX0023'A 12- INCH MAPLE TREE BEARING A WITNESS SHIELD ON THE EAST SIDE, ABOUT
 BX0023'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX0023'CONCRETE POST PREJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0030 ***********************************************************************
 BX0030  DESIGNATION -  E 3765 LAGS
 BX0030  PID         -  BX0030
 BX0030  STATE/COUNTY-  LA/GRANT
 BX0030  USGS QUAD   -  POLLOCK (1985)
 BX0030
 BX0030                         *CURRENT SURVEY CONTROL
 BX0030  ___________________________________________________________________
 BX0030* NAD 83(1986)-  31 36 39.     (N)    092 25 23.     (W)     SCALED    
 BX0030* NAVD 88     -        59.68   (+/-2cm)     195.8    (feet)  VERTCON   
 BX0030  ___________________________________________________________________
 BX0030  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX0030
 BX0030  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0030
 BX0030.The horizontal coordinates were scaled from a topographic map and have
 BX0030.an estimated accuracy of +/- 6 seconds.
 BX0030
 BX0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0030.The vertical order pertains to the NGVD 29 superseded value.
 BX0030
 BX0030.The geoid height was determined by GEOID03.
 BX0030
 BX0030;                    North         East    Units  Estimated Accuracy
 BX0030;SPC LA N     -   123,170.    1,007,300.      MT  (+/- 180 meters Scaled)
 BX0030
 BX0030                          SUPERSEDED SURVEY CONTROL
 BX0030
 BX0030  NGVD 29 (??/??/??)   59.675  (m)          195.78   (f) ADJUSTED    1 2
 BX0030
 BX0030.Superseded values are not recommended for survey control.
 BX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0030.See file dsdata.txt to determine how the superseded data were derived.
 BX0030
 BX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ547974(NAD 83)
 BX0030_MARKER: DD = SURVEY DISK
 BX0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0030_STAMPING: E 3765
 BX0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0030+STABILITY: SURFACE MOTION
 BX0030
 BX0030  HISTORY     - Date     Condition        Report By
 BX0030  HISTORY     - UNK      MONUMENTED       LAGS
 BX0030  HISTORY     - 1966     GOOD             CGS
 BX0030
 BX0030                          STATION DESCRIPTION
 BX0030
 BX0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0030'7.15 MI N FROM POLLOCK.
 BX0030'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0030'POLLOCK, THENCE 6.1 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION 1,
 BX0030'T 7 N, R 1 W, ABOUT 0.4 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 BX0030'165, NEAR THE SOUTH END OF AN S-CURVE, ABOUT 0.3 MILE SOUTH OF A
 BX0030'CROSSING OF THE TRUNK LINJE GAS COMPANY PIPELINE, 30 FEET EAST OF THE
 BX0030'CENTER LINE OF THE HIGHWAY, 74 FEET SOUTH OF A 25 MILE PER HOUR SIGN
 BX0030'DENOTING A CURVE IN THE HIGHWAY, 1.2 FEET EAST OF A METAL WITNESS
 BX0030'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 BX0030'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0033 ***********************************************************************
 BX0033  DESIGNATION -  E 3773 LAGS
 BX0033  PID         -  BX0033
 BX0033  STATE/COUNTY-  LA/GRANT
 BX0033  USGS QUAD   -  MUDVILLE (1985)
 BX0033
 BX0033                         *CURRENT SURVEY CONTROL
 BX0033  ___________________________________________________________________
 BX0033* NAD 83(1986)-  31 38 33.     (N)    092 25 45.     (W)     SCALED    
 BX0033* NAVD 88     -        37.93   (+/-2cm)     124.4    (feet)  VERTCON   
 BX0033  ___________________________________________________________________
 BX0033  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX0033
 BX0033  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0033
 BX0033.The horizontal coordinates were scaled from a topographic map and have
 BX0033.an estimated accuracy of +/- 6 seconds.
 BX0033
 BX0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0033.The vertical order pertains to the NGVD 29 superseded value.
 BX0033
 BX0033.The geoid height was determined by GEOID03.
 BX0033
 BX0033;                    North         East    Units  Estimated Accuracy
 BX0033;SPC LA N     -   126,680.    1,006,720.      MT  (+/- 180 meters Scaled)
 BX0033
 BX0033                          SUPERSEDED SURVEY CONTROL
 BX0033
 BX0033  NGVD 29 (??/??/??)   37.930  (m)          124.44   (f) ADJUSTED    1 2
 BX0033
 BX0033.Superseded values are not recommended for survey control.
 BX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0033.See file dsdata.txt to determine how the superseded data were derived.
 BX0033
 BX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR541009(NAD 83)
 BX0033_MARKER: DD = SURVEY DISK
 BX0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0033_STAMPING: E 3773
 BX0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0033+STABILITY: SURFACE MOTION
 BX0033
 BX0033  HISTORY     - Date     Condition        Report By
 BX0033  HISTORY     - UNK      MONUMENTED       LAGS
 BX0033  HISTORY     - 1966     GOOD             CGS
 BX0033
 BX0033                          STATION DESCRIPTION
 BX0033
 BX0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0033'9.5 MI N FROM POLLOCK.
 BX0033'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0033'POLLOCK, THENCE 8.45 MILES NORTH ALONG STATE HIGHWAY 524, OR ABOUT
 BX0033'4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE U.S.
 BX0033'HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST ALONG A
 BX0033'PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165, THENCE 3.8
 BX0033'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.2 MILES SOUTH ALONG
 BX0033'STATE HIGHWAY 524, IN SECTION 25, T 8 N, R 1 W, ABOUT 0.2 MILE NORTH
 BX0033'OF A NARROW WOODEN BRIDGE, ON THE CREST OF A SLIGHT KNOLL AT A CURVE
 BX0033'IN THE ROAD, 42 FEET EAST OF THE CENTER LINE OF THE ROAD AT A CURVE,
 BX0033'68 FEET SOUTHWEST OF POWER POLE NUMBER 20 WHICH IS BRACED BY 3 GUY
 BX0033'WIRES, 4.0 FEET EAST OF A METAL WITNESS POST, ABOUT 6 1/2 FEET ABOVE
 BX0033'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0033'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3704 ***********************************************************************
 BJ3704  DESIGNATION -  E 378
 BJ3704  PID         -  BJ3704
 BJ3704  STATE/COUNTY-  LA/ST LANDRY
 BJ3704  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ3704
 BJ3704                         *CURRENT SURVEY CONTROL
 BJ3704  ___________________________________________________________________
 BJ3704* NAD 83(1986)-  30 32 55.     (N)    091 49 58.     (W)     SCALED    
 BJ3704* NAVD 88     -        13.969  (meters)      45.83   (feet)  ADJUSTED  
 BJ3704  ___________________________________________________________________
 BJ3704  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3704  DYNAMIC HT  -          13.951 (meters)      45.77  (feet)  COMP
 BJ3704  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ3704
 BJ3704  VERT ORDER  -  FIRST     CLASS II
 BJ3704
 BJ3704.The horizontal coordinates were scaled from a topographic map and have
 BJ3704.an estimated accuracy of +/- 6 seconds.
 BJ3704
 BJ3704.The orthometric height was determined by differential leveling
 BJ3704.and adjusted by the National Geodetic Survey in February 1994..
 BJ3704
 BJ3704.The geoid height was determined by GEOID03.
 BJ3704
 BJ3704.The dynamic height is computed by dividing the NAVD 88
 BJ3704.geopotential number by the normal gravity value computed on the
 BJ3704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3704.degrees latitude (g = 980.6199 gals.).
 BJ3704
 BJ3704.The modeled gravity was interpolated from observed gravity values.
 BJ3704
 BJ3704;                    North         East    Units  Estimated Accuracy
 BJ3704;SPC LA S     -   227,190.      952,080.      MT  (+/- 180 meters Scaled)
 BJ3704
 BJ3704                          SUPERSEDED SURVEY CONTROL
 BJ3704
 BJ3704.No superseded survey control is available for this station.
 BJ3704
 BJ3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP119801(NAD 83)
 BJ3704_MARKER: DB = BENCH MARK DISK
 BJ3704_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3704_SP_SET: BRIDGE ABUTMENT
 BJ3704_STAMPING: E 378 1986
 BJ3704_MARK LOGO: NGS   
 BJ3704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3704
 BJ3704  HISTORY     - Date     Condition        Report By
 BJ3704  HISTORY     - 1986     MONUMENTED       NGS
 BJ3704  HISTORY     - 20051123 MARK NOT FOUND   INDIV
 BJ3704
 BJ3704                          STATION DESCRIPTION
 BJ3704
 BJ3704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3704'7.8 KM (4.85 MI) WEST FROM KROTZ SPRINGS.
 BJ3704'7.8 KM (4.85 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE WEST END OF
 BJ3704'THE BRIDGE OVER THE ATCHAFALAYA RIVER IN KROTZ SPRINGS TO THE MARK ON
 BJ3704'THE RIGHT IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE WEST
 BJ3704'BOUND LANE BRIDGE OVER A DRAINAGE AREA.  IT IS 6.40 METERS (21.0 FT)
 BJ3704'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.15 METERS (0.5 FT) EAST
 BJ3704'OF THE WEST EDGE OF THE ABUTMENT.
 BJ3704'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3704
 BJ3704                          STATION RECOVERY (2005)
 BJ3704
 BJ3704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JHM)
 BJ3704'THE MONUMENT PID BJ3704 (E 378) IS DESCRIBED AS BEING LOCATED IN A
 BJ3704'BRIDGE ABUTMENT ALONG U S HWY 190 NEAR KROTZ SPRINGS, LA. THIS WHOLE
 BJ3704'BRIDGE, INCLUDING THE ABUTMENTS, HAS JUST BEEN DEMOLISHED AND REPLACED
 BJ3704'WITH A NEW BRIDGE BY THE LOUISIANA DEPARTMENT OF TRANSPORTION AND
 BJ3704'DEVELOPMENT. I AM CERTAIN THE MONUMENT HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0633 ***********************************************************************
 BX0633  DESIGNATION -  E 3790 LAGS
 BX0633  PID         -  BX0633
 BX0633  STATE/COUNTY-  LA/RAPIDES
 BX0633  USGS QUAD   -  GREEN GABLES (1993)
 BX0633
 BX0633                         *CURRENT SURVEY CONTROL
 BX0633  ___________________________________________________________________
 BX0633* NAD 83(1986)-  31 23 07.     (N)    092 19 47.     (W)     SCALED    
 BX0633* NAVD 88     -        31.60   (+/-2cm)     103.7    (feet)  VERTCON   
 BX0633  ___________________________________________________________________
 BX0633  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX0633
 BX0633  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0633
 BX0633.The horizontal coordinates were scaled from a topographic map and have
 BX0633.an estimated accuracy of +/- 6 seconds.
 BX0633
 BX0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0633.The vertical order pertains to the NGVD 29 superseded value.
 BX0633
 BX0633.The geoid height was determined by GEOID03.
 BX0633
 BX0633;                    North         East    Units  Estimated Accuracy
 BX0633;SPC LA N     -    98,170.    1,016,200.      MT  (+/- 180 meters Scaled)
 BX0633
 BX0633                          SUPERSEDED SURVEY CONTROL
 BX0633
 BX0633  NGVD 29 (??/??/??)   31.581  (m)          103.61   (f) ADJUSTED    1 2
 BX0633
 BX0633.Superseded values are not recommended for survey control.
 BX0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0633.See file dsdata.txt to determine how the superseded data were derived.
 BX0633
 BX0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ637724(NAD 83)
 BX0633_MARKER: DD = SURVEY DISK
 BX0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0633_STAMPING: E 3790
 BX0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0633+STABILITY: SURFACE MOTION
 BX0633
 BX0633  HISTORY     - Date     Condition        Report By
 BX0633  HISTORY     - UNK      MONUMENTED       LAGS
 BX0633  HISTORY     - 1966     GOOD             CGS
 BX0633  HISTORY     - 1971     POOR             USGS
 BX0633  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0633
 BX0633                          STATION DESCRIPTION
 BX0633
 BX0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0633'3.75 MI NE FROM LIBUSE.
 BX0633'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0633'AT LIBUSE, THENCE 2.7 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.35
 BX0633'MILE EAST ALONG STATE HIGHWAY 116, IN SECTION 2L, T 5 N, R 1 E, 185
 BX0633'FEET EAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING NORTH TO A
 BX0633'LARGE BRICK HOUSE, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 71
 BX0633'1/2 FEET SOUTH AND ACROSS THE HIGHWAY FROM A STEEL MESH FENCE, 1.0
 BX0633'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 BX0633'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0633'PROJECTING 2 FEET.  NOTE-- MARK WAS FOUND LOOSE.
 BX0633
 BX0633                          STATION RECOVERY (1971)
 BX0633
 BX0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BX0633'MARK RECOVERED IN POOR CONDITION.
 BX0633
 BX0633                          STATION RECOVERY (1999)
 BX0633
 BX0633'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0634 ***********************************************************************
 BX0634  DESIGNATION -  E 3791 LAGS
 BX0634  PID         -  BX0634
 BX0634  STATE/COUNTY-  LA/RAPIDES
 BX0634  USGS QUAD   -  GREEN GABLES (1993)
 BX0634
 BX0634                         *CURRENT SURVEY CONTROL
 BX0634  ___________________________________________________________________
 BX0634* NAD 83(1986)-  31 23 15.     (N)    092 19 14.     (W)     SCALED    
 BX0634* NAVD 88     -        31.56   (+/-2cm)     103.5    (feet)  VERTCON   
 BX0634  ___________________________________________________________________
 BX0634  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX0634
 BX0634  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0634
 BX0634.The horizontal coordinates were scaled from a topographic map and have
 BX0634.an estimated accuracy of +/- 6 seconds.
 BX0634
 BX0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0634.The vertical order pertains to the NGVD 29 superseded value.
 BX0634
 BX0634.The geoid height was determined by GEOID03.
 BX0634
 BX0634;                    North         East    Units  Estimated Accuracy
 BX0634;SPC LA N     -    98,420.    1,017,070.      MT  (+/- 180 meters Scaled)
 BX0634
 BX0634                          SUPERSEDED SURVEY CONTROL
 BX0634
 BX0634  NGVD 29 (??/??/??)   31.543  (m)          103.49   (f) ADJUSTED    1 2
 BX0634
 BX0634.Superseded values are not recommended for survey control.
 BX0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0634.See file dsdata.txt to determine how the superseded data were derived.
 BX0634
 BX0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ646727(NAD 83)
 BX0634_MARKER: DD = SURVEY DISK
 BX0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0634_STAMPING: E 3791
 BX0634_MARK LOGO: LAGS  
 BX0634_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0634
 BX0634  HISTORY     - Date     Condition        Report By
 BX0634  HISTORY     - 1966     MONUMENTED       LAGS
 BX0634  HISTORY     - 1966     GOOD             CGS
 BX0634  HISTORY     - 1981     GOOD             NGS
 BX0634  HISTORY     - 19810615 GOOD             NGS
 BX0634  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0634
 BX0634                          STATION DESCRIPTION
 BX0634
 BX0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0634'4.1 MI NE FROM LIBUSE.
 BX0634'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT
 BX0634'LIBUSE, THENCE 2.7 MILES NORTH ALONG A WINDING GRAVELED ROAD, THENCE
 BX0634'0.9 MLE EAST ALONG STATE HIGHWAY 116, IN SECTION 27, T 5 N, AT THE
 BX0634'CREST OF A SLIGHT KNOLL AND AT A CURVE IN THE HIGHWAY, 25 FEET NORTH
 BX0634'OF THE CENTER LINE OF THE HIGHWAY, 127 FEET NORTH OF THE NORTHEAST
 BX0634'PILLAR OF A BRICK HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 56 FEET
 BX0634'NORTH OF AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 2 1/2 FEET
 BX0634'SOUTH OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 1
 BX0634'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX0634'POST PROJECTING 5 INCHES.
 BX0634
 BX0634                          STATION RECOVERY (1981)
 BX0634
 BX0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BX0634'RECOVERED IN GOOD CONDITION.
 BX0634
 BX0634                          STATION RECOVERY (1981)
 BX0634
 BX0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BX0634'THE MARK IS A LA GEOD SURVEY DISK NEAR THE WEST ENTRANCE TO ESLER
 BX0634'REGIONAL AIRPORT ALONG HWY 116.  IT IS 127 FT (38.7 M) NORTH OF THE NE
 BX0634'PILLER OF BRICK HOUSE ON THE SOUTH SIDE OF HWY 116, 5.6 FT (1.7 M)
 BX0634'NORTH OF AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 25 FT (7.6 M)
 BX0634'NORTH OF THE CENTER LINE OF HWY 116, 1.0 FT (0.3 M) NE OF A METAL
 BX0634'WITNESS POST, 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE DISK
 BX0634'IS STAMPED E 3791, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BX0634'5.0 FT (1.5 M) ABOVE THE GROUND.  STATION IS FURTHER DESCRIBED IN 30
 BX0634'LA, PG.19.
 BX0634
 BX0634                          STATION RECOVERY (1999)
 BX0634
 BX0634'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3104 ***********************************************************************
 BX3104  DESIGNATION -  E 3791 RESET
 BX3104  PID         -  BX3104
 BX3104  STATE/COUNTY-  LA/RAPIDES
 BX3104  USGS QUAD   -  GREEN GABLES (1993)
 BX3104
 BX3104                         *CURRENT SURVEY CONTROL
 BX3104  ___________________________________________________________________
 BX3104* NAD 83(1986)-  31 23 15.     (N)    092 19 14.     (W)     SCALED    
 BX3104* NAVD 88     -        31.19   (+/-2cm)     102.3    (feet)  VERTCON   
 BX3104  ___________________________________________________________________
 BX3104  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX3104
 BX3104  VERT ORDER  -  THIRD (See Below)
 BX3104
 BX3104.The horizontal coordinates were scaled from a topographic map and have
 BX3104.an estimated accuracy of +/- 6 seconds.
 BX3104
 BX3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3104.The vertical order pertains to the NGVD 29 superseded value.
 BX3104
 BX3104.The geoid height was determined by GEOID03.
 BX3104
 BX3104;                    North         East    Units  Estimated Accuracy
 BX3104;SPC LA N     -    98,420.    1,017,070.      MT  (+/- 180 meters Scaled)
 BX3104
 BX3104                          SUPERSEDED SURVEY CONTROL
 BX3104
 BX3104  NGVD 29 (09/18/05)   31.17   (m)          102.3    (f) RESET       3  
 BX3104
 BX3104.Superseded values are not recommended for survey control.
 BX3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3104.See file dsdata.txt to determine how the superseded data were derived.
 BX3104
 BX3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ646727(NAD 83)
 BX3104_MARKER: DD = SURVEY DISK
 BX3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3104_SP_SET: CONCRETE POST
 BX3104_STAMPING: E 3791 RESET 1984
 BX3104_MARK LOGO: LADTD 
 BX3104_PROJECTION: RECESSED 5 CENTIMETERS
 BX3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3104+STABILITY: SURFACE MOTION
 BX3104
 BX3104  HISTORY     - Date     Condition        Report By
 BX3104  HISTORY     - 1984     MONUMENTED       LADTD
 BX3104  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX3104
 BX3104                          STATION DESCRIPTION
 BX3104
 BX3104'DESCRIBED BY LA TRANSP AND DEV 1984
 BX3104'11.3 KM (7.00 MI) NE FROM ALEXANDRIA.
 BX3104'8.8 KM (5.45 MI) EAST ON STATE HIGHWAY 116 FROM THE JUNCTION OF
 BX3104'HIGHWAY 116 AND US HIGHWAY 165 NORTH OF ALEXANDRIA, TO THE MARK ON
 BX3104'THE LEFT BY AN IRON PIPE FENCE, 28 M (91.9 FT) WEST-SOUTHWEST OF THE
 BX3104'SOUTHEAST CORNER OF A BRICK HOUSE, 23.8 M (78.1 FT) NORTH OF THE
 BX3104'CENTER OF HIGHWAY 116, 1.2 M (3.9 FT) WEST OF A METAL WITNESS POST
 BX3104'WITH SIGN ATTACHED, AND 1.1 M (3.6 FT) WEST OF A PROJECTED
 BX3104'NORTH-SOUTH PIPE FENCE.
 BX3104'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BX3104
 BX3104                          STATION RECOVERY (1999)
 BX3104
 BX3104'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX3104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1618 ***********************************************************************
 CQ1618  DESIGNATION -  E 38
 CQ1618  PID         -  CQ1618
 CQ1618  STATE/COUNTY-  LA/BIENVILLE
 CQ1618  USGS QUAD   -  JAMESTOWN (1986)
 CQ1618
 CQ1618                         *CURRENT SURVEY CONTROL
 CQ1618  ___________________________________________________________________
 CQ1618* NAD 83(1986)-  32 21 52.     (N)    093 12 35.     (W)     SCALED    
 CQ1618* NAVD 88     -        63.81   (+/-2cm)     209.3    (feet)  VERTCON   
 CQ1618  ___________________________________________________________________
 CQ1618  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1618
 CQ1618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1618
 CQ1618.The horizontal coordinates were scaled from a topographic map and have
 CQ1618.an estimated accuracy of +/- 6 seconds.
 CQ1618
 CQ1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1618.The vertical order pertains to the NGVD 29 superseded value.
 CQ1618
 CQ1618.The geoid height was determined by GEOID03.
 CQ1618
 CQ1618;                    North         East    Units  Estimated Accuracy
 CQ1618;SPC LA N     -   206,940.      933,210.      MT  (+/- 180 meters Scaled)
 CQ1618
 CQ1618                          SUPERSEDED SURVEY CONTROL
 CQ1618
 CQ1618  NGVD 29 (??/??/??)   63.878  (m)          209.57   (f) ADJUSTED    2 0
 CQ1618
 CQ1618.Superseded values are not recommended for survey control.
 CQ1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1618.See file dsdata.txt to determine how the superseded data were derived.
 CQ1618
 CQ1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR802808(NAD 83)
 CQ1618_MARKER: DB = BENCH MARK DISK
 CQ1618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1618_SP_SET: CROSSDRAIN
 CQ1618_STAMPING: E 38 1934
 CQ1618_MARK LOGO: CGS   
 CQ1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1618
 CQ1618  HISTORY     - Date     Condition        Report By
 CQ1618  HISTORY     - 1934     MONUMENTED       CGS
 CQ1618  HISTORY     - 1938     GOOD             LOCSUR
 CQ1618  HISTORY     - 1985     GOOD             LADTD
 CQ1618
 CQ1618                          STATION DESCRIPTION
 CQ1618
 CQ1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1618'1.0 MI S FROM LAWHON.
 CQ1618'ABOUT 1 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1618'LAWHON, BIENVILLE PARISH, ABOUT 496 YARDS NORTH OF MILEPOST 97, AT A
 CQ1618'BRIDGE, IN THE CENTER OF THE TOP OF THE EAST FOUNDATION, 47 FEET WEST
 CQ1618'OF THE CENTER LINE OF A ROAD, AND 26 FEET EAST OF THE TRACK.  A
 CQ1618'STANDARD DISK, STAMPED E 38 1934.
 CQ1618
 CQ1618                          STATION RECOVERY (1938)
 CQ1618
 CQ1618'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 CQ1618'RECOVERED IN GOOD CONDITION.
 CQ1618
 CQ1618                          STATION RECOVERY (1985)
 CQ1618
 CQ1618'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ1618'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CQ1618'2.9 KM (1.8 MI) NORTH FROM THE INTERSECTION OF STATE HIGHWAY 154 AND
 CQ1618'STATE HIGHWAY 792 IN JAMESTOWN TO THE MARK ON LEFT, IN A CROSSDRAIN,
 CQ1618'453.5 METERS (1488 FEET) NORTH OF MILE POST 97, 14.3 METERS (47 FEET)
 CQ1618'WEST OF THE CENTER OF A ROAD, AND 7.9 METERS (26 FEET) EAST OF THE
 CQ1618'RAILROAD TRACK.
 CQ1618'THE MARK IS 1.50 METERS  E FROM A WITNESS POST.
 CQ1618'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0571 ***********************************************************************
 AV0571  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0571  DESIGNATION -  E 380
 AV0571  PID         -  AV0571
 AV0571  STATE/COUNTY-  LA/VERMILION
 AV0571  USGS QUAD   -  FORKED ISLAND (1979)
 AV0571
 AV0571                         *CURRENT SURVEY CONTROL
 AV0571  ___________________________________________________________________
 AV0571* NAD 83(1992)-  29 49 57.37966(N)    092 18 25.18459(W)     ADJUSTED  
 AV0571* NAVD 88     -         5.10 **(meters)      16.7  **(feet)  LEVELING(2004.65)
 AV0571  **This station is located in a subsidence area (see below).
 AV0571  **This station is included in the VTDP model (see below).
 AV0571  ___________________________________________________________________
 AV0571  EPOCH DATE  -        2004.65
 AV0571  X           -    -222,905.076 (meters)                     COMP
 AV0571  Y           -  -5,533,004.371 (meters)                     COMP
 AV0571  Z           -   3,154,279.750 (meters)                     COMP
 AV0571  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AV0571  ELLIP HEIGHT-         -21.33  (meters)          (06/22/05) GPS OBS
 AV0571  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AV0571
 AV0571  HORZ ORDER  -  B
 AV0571  VERT ORDER  -  THIRD
 AV0571  ELLP ORDER  -  FOURTH    CLASS I
 AV0571
 AV0571.The horizontal coordinates were established by GPS observations
 AV0571.and adjusted by the National Geodetic Survey in June 2005..
 AV0571.The horizontal coordinates are valid at the epoch date displayed above.
 AV0571.The epoch date for horizontal control is a decimal equivalence
 AV0571.of Year/Month/Day.
 AV0571
 AV0571 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0571 ** and geoid heights are valid at the date of observation. These heights
 AV0571 ** must always be validated when used as control.
 AV0571 ** The orthometric height was determined with a Vertical Time-dependent
 AV0571 ** Positioning (VTDP) model and has been validated through GPS observations
 AV0571 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AV0571 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0571 ** epoch indicated which incorporates improved geoid heights for the
 AV0571 ** Southern Louisiana Subsidence area
 AV0571 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0571.The orthometric height was determined by differential leveling.
 AV0571.The vertical network tie was performed by a horz. field party for horz.
 AV0571.obs reductions. Reset procedures were used to establish the elevation.
 AV0571
 AV0571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0571
 AV0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0571
 AV0571.The ellipsoidal height was determined by GPS observations
 AV0571.and is referenced to NAD 83.
 AV0571
 AV0571.The geoid height was determined by GEOID03.
 AV0571
 AV0571;                    North         East     Units Scale Factor Converg.
 AV0571;SPC LA S     -   148,111.671   905,905.388   MT  0.99993003   -0 29 12.6
 AV0571;SPC LA S     -   485,929.71  2,972,124.59   sFT  0.99993003   -0 29 12.6
 AV0571;UTM  15      - 3,300,438.346   566,951.379   MT  0.99965530   +0 20 41.1
 AV0571
 AV0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0571!SPC LA S     -   1.00000335  x   0.99993003  =   0.99993338
 AV0571!UTM  15      -   1.00000335  x   0.99965530  =   0.99965865
 AV0571
 AV0571                          SUPERSEDED SURVEY CONTROL
 AV0571
 AV0571  NAVD 88 (02/14/94)    5.159  (m)           16.93   (f) ADJUSTED    1 2
 AV0571
 AV0571.Superseded values are not recommended for survey control.
 AV0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0571.See file dsdata.txt to determine how the superseded data were derived.
 AV0571
 AV0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6695100438(NAD 83)
 AV0571_MARKER: DB = BENCH MARK DISK
 AV0571_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AV0571_SP_SET: BRIDGE BANNISTER OVER ABUTMENT
 AV0571_STAMPING: E 380 1986
 AV0571_MARK LOGO: NGS   
 AV0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0571+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AV0571
 AV0571  HISTORY     - Date     Condition        Report By
 AV0571  HISTORY     - 1986     MONUMENTED       NGS
 AV0571  HISTORY     - 20040601 GOOD             NGS
 AV0571  HISTORY     - 20051014 GOOD             NGS
 AV0571
 AV0571                          STATION DESCRIPTION
 AV0571
 AV0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AV0571'1.9 KM (1.15 MI) SW FROM FORKED ISLAND.
 AV0571'1.90 KM (1.15 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION
 AV0571'OF STATE HIGHWAY 35 IN FORKED ISLAND TO THE MARK ON THE RIGHT, IN TOP
 AV0571'OF THE CONCRETE BANNISTER OF HIGHWAY BRIDGE OVER THE INTRACOASTAL
 AV0571'WATERWAY, 5.64 METERS (18.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 AV0571'THE HIGHWAY, 5.24 METERS (17.2 FT) NORTHEAST OF THE SOUTHWEST END OF
 AV0571'THE BRIDGE.  NOTE--THE BANNISTER IS OVER BRIDGE ABUTMENT.
 AV0571'THE MARK IS 0.85 M ABOVE HIGHWAY.
 AV0571
 AV0571                          STATION RECOVERY (2004)
 AV0571
 AV0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0571'RECOVERED AS DESCRIBED.
 AV0571
 AV0571                          STATION RECOVERY (2005)
 AV0571
 AV0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AV0571'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3723 ***********************************************************************
 BJ3723  DESIGNATION -  E 383
 BJ3723  PID         -  BJ3723
 BJ3723  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3723  USGS QUAD   -  ROBERT (1974)
 BJ3723
 BJ3723                         *CURRENT SURVEY CONTROL
 BJ3723  ___________________________________________________________________
 BJ3723* NAD 83(1986)-  30 30 21.     (N)    090 16 38.     (W)     SCALED    
 BJ3723* NAVD 88     -        10.345  (meters)      33.94   (feet)  ADJUSTED  
 BJ3723  ___________________________________________________________________
 BJ3723  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3723  DYNAMIC HT  -          10.332 (meters)      33.90  (feet)  COMP
 BJ3723  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BJ3723
 BJ3723  VERT ORDER  -  FIRST     CLASS II
 BJ3723
 BJ3723.The horizontal coordinates were scaled from a topographic map and have
 BJ3723.an estimated accuracy of +/- 6 seconds.
 BJ3723
 BJ3723.The orthometric height was determined by differential leveling
 BJ3723.and adjusted by the National Geodetic Survey in February 1994..
 BJ3723
 BJ3723.The geoid height was determined by GEOID03.
 BJ3723
 BJ3723.The dynamic height is computed by dividing the NAVD 88
 BJ3723.geopotential number by the normal gravity value computed on the
 BJ3723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3723.degrees latitude (g = 980.6199 gals.).
 BJ3723
 BJ3723.The modeled gravity was interpolated from observed gravity values.
 BJ3723
 BJ3723;                    North         East    Units  Estimated Accuracy
 BJ3723;SPC LA S     -   222,810.    1,101,370.      MT  (+/- 180 meters Scaled)
 BJ3723
 BJ3723                          SUPERSEDED SURVEY CONTROL
 BJ3723
 BJ3723.No superseded survey control is available for this station.
 BJ3723
 BJ3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP613779(NAD 83)
 BJ3723_MARKER: I = METAL ROD
 BJ3723_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3723_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3723_STAMPING: E 383 1986
 BJ3723_MARK LOGO: NGS   
 BJ3723_PROJECTION: FLUSH
 BJ3723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3723+STABILITY: POSITION/ELEVATION WELL
 BJ3723_ROD/PIPE-DEPTH: 17.0 meters
 BJ3723_SLEEVE-DEPTH  : 6.1 meters
 BJ3723
 BJ3723  HISTORY     - Date     Condition        Report By
 BJ3723  HISTORY     - 1986     MONUMENTED       NGS
 BJ3723
 BJ3723                          STATION DESCRIPTION
 BJ3723
 BJ3723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3723'6.4 KM (4.0 MI) EAST FROM ROBERT.
 BJ3723'6.4 KM (4.0 MI) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ3723'HIGHWAY 445 IN ROBERT TO THE MARK ON THE LEFT AT THE LORRAINE FIRE
 BJ3723'TOWER.  IT IS 66.2 METERS (217.5 FT) NORTH OF THE CENTERLINE OF U.S.
 BJ3723'HIGHWAY 190, 6.0 METERS (19.7 FT) SOUTHEAST OF THE SOUTHWEST LEG OF
 BJ3723'FIRE TOWER AND 3.2 METERS (10.5 FT) SOUTHWEST OF THE SOUTHEAST LEG OF
 BJ3723'FIRE TOWER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 BJ3723'CAP.
 BJ3723'THE MARK IS 0.45 M BELOW HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3757 ***********************************************************************
 BJ3757  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ3757  DESIGNATION -  E 384
 BJ3757  PID         -  BJ3757
 BJ3757  STATE/COUNTY-  LA/IBERVILLE
 BJ3757  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3757
 BJ3757                         *CURRENT SURVEY CONTROL
 BJ3757  ___________________________________________________________________
 BJ3757* NAD 83(1992)-  30 16 46.99868(N)    091 07 59.12691(W)     ADJUSTED  
 BJ3757* NAVD 88     -         6.67 **(meters)      21.9  **(feet)  GPS OBS(2004.65)
 BJ3757  **This station is located in a subsidence area (see below).
 BJ3757  ___________________________________________________________________
 BJ3757  X           -    -109,012.353 (meters)                     COMP
 BJ3757  Y           -  -5,511,591.326 (meters)                     COMP
 BJ3757  Z           -   3,197,179.660 (meters)                     COMP
 BJ3757  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ3757  ELLIP HEIGHT-         -20.39  (meters)          (05/09/05) GPS OBS
 BJ3757  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ3757
 BJ3757  HORZ ORDER  -  B
 BJ3757  ELLP ORDER  -  FOURTH    CLASS II
 BJ3757
 BJ3757.The horizontal coordinates were established by GPS observations
 BJ3757.and adjusted by the National Geodetic Survey in May 2005..
 BJ3757
 BJ3757 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3757 ** and geoid heights are valid at the date of observation. These heights
 BJ3757 ** must always be validated when used as control.
 BJ3757 ** The orthometric height was determined by GPS observations using
 BJ3757 ** precise GPS observation and processing techniques and a new
 BJ3757 ** realization of GEOID03. It supersedes the leveled height previously
 BJ3757 ** determined for this station.
 BJ3757 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3757 ** epoch indicated which incorporates improved geoid heights for the
 BJ3757 ** Southern Louisiana Subsidence area.
 BJ3757 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3757.The orthometric height was determined by GPS observations and a
 BJ3757.high-resolution geoid model using precise GPS observation and
 BJ3757.processing techniques. It supersedes the leveled height previously
 BJ3757.determined for this station.
 BJ3757
 BJ3757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3757
 BJ3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3757
 BJ3757.The ellipsoidal height was determined by GPS observations
 BJ3757.and is referenced to NAD 83.
 BJ3757
 BJ3757.The geoid height was determined by GEOID03.
 BJ3757
 BJ3757;                    North         East     Units Scale Factor Converg.
 BJ3757;SPC LA S     -   197,289.576 1,019,265.029   MT  0.99993754   +0 06 00.4
 BJ3757;SPC LA S     -   647,274.22  3,344,038.68   sFT  0.99993754   +0 06 00.4
 BJ3757;UTM  15      - 3,351,256.886   679,567.688   MT  0.99999781   +0 56 29.7
 BJ3757
 BJ3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3757!SPC LA S     -   1.00000320  x   0.99993754  =   0.99994074
 BJ3757!UTM  15      -   1.00000320  x   0.99999781  =   1.00000101
 BJ3757
 BJ3757                          SUPERSEDED SURVEY CONTROL
 BJ3757
 BJ3757  NAVD 88 (02/14/94)    6.793  (m)           22.29   (f) ADJUSTED    1 2
 BJ3757
 BJ3757.Superseded values are not recommended for survey control.
 BJ3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3757.See file dsdata.txt to determine how the superseded data were derived.
 BJ3757
 BJ3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7956851257(NAD 83)
 BJ3757_MARKER: I = METAL ROD
 BJ3757_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3757_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3757_STAMPING: E 384 1986
 BJ3757_MARK LOGO: NGS   
 BJ3757_PROJECTION: FLUSH
 BJ3757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3757+STABILITY: POSITION/ELEVATION WELL
 BJ3757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3757+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 BJ3757_ROD/PIPE-DEPTH: 17.1 meters
 BJ3757_SLEEVE-DEPTH  : 6.1 meters
 BJ3757
 BJ3757  HISTORY     - Date     Condition        Report By
 BJ3757  HISTORY     - 1986     MONUMENTED       NGS
 BJ3757  HISTORY     - 20060418 GOOD             SJB
 BJ3757
 BJ3757                          STATION DESCRIPTION
 BJ3757
 BJ3757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3757'4.0 KM (2.5 MI) NW FROM ST GABRIEL.
 BJ3757'4.0 KM (2.5 MILES) NORTHWEST ALONG STATE HIGHWAY 75 FROM THE JUNCTION
 BJ3757'OF STATE HIGHWAY 74 IN ST GABRIEL TO THE MARK ON THE RIGHT.  IT IS
 BJ3757'14.94 METERS (49.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BJ3757'15.54 METERS (51.0 FT) NORTHWEST OF A GRAVELED DRIVE TO A HOUSE
 BJ3757'TRAILER AND 5.49 METERS (18.0 FT) NORTHEAST OF A UTILITY POLE WITH A
 BJ3757'TRANSFORMER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 BJ3757'CAP.
 BJ3757'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3757
 BJ3757                          STATION RECOVERY (2006)
 BJ3757
 BJ3757'RECOVERY NOTE BY SJB GROUP INCORPORATED 2006 (MDR)
 BJ3757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0919 ***********************************************************************
 CQ0919  DESIGNATION -  E 39
 CQ0919  PID         -  CQ0919
 CQ0919  STATE/COUNTY-  LA/BIENVILLE
 CQ0919  USGS QUAD   -  BIENVILLE (1986)
 CQ0919
 CQ0919                         *CURRENT SURVEY CONTROL
 CQ0919  ___________________________________________________________________
 CQ0919* NAD 83(1986)-  32 17 14.     (N)    092 58 46.     (W)     SCALED    
 CQ0919* NAVD 88     -        56.57   (+/-2cm)     185.6    (feet)  VERTCON   
 CQ0919  ___________________________________________________________________
 CQ0919  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0919
 CQ0919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0919
 CQ0919.The horizontal coordinates were scaled from a topographic map and have
 CQ0919.an estimated accuracy of +/- 6 seconds.
 CQ0919
 CQ0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0919.The vertical order pertains to the NGVD 29 superseded value.
 CQ0919
 CQ0919.The geoid height was determined by GEOID03.
 CQ0919
 CQ0919;                    North         East    Units  Estimated Accuracy
 CQ0919;SPC LA N     -   198,260.      954,840.      MT  (+/- 180 meters Scaled)
 CQ0919
 CQ0919                          SUPERSEDED SURVEY CONTROL
 CQ0919
 CQ0919  NGVD 29 (??/??/??)   56.627  (m)          185.78   (f) ADJUSTED    2 0
 CQ0919
 CQ0919.Superseded values are not recommended for survey control.
 CQ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0919.See file dsdata.txt to determine how the superseded data were derived.
 CQ0919
 CQ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR019722(NAD 83)
 CQ0919_MARKER: DB = BENCH MARK DISK
 CQ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0919_STAMPING: E 39 1934
 CQ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0919+STABILITY: SURFACE MOTION
 CQ0919
 CQ0919  HISTORY     - Date     Condition        Report By
 CQ0919  HISTORY     - 1934     MONUMENTED       CGS
 CQ0919  HISTORY     - 1943     GOOD             CGS
 CQ0919
 CQ0919                          STATION DESCRIPTION
 CQ0919
 CQ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0919'5.0 MI S FROM BIENVILLE.
 CQ0919'5.0 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ0919'BIENVILLE, BIENVILLE PARISH, 82 FEET WEST OF MILEPOST 82, 53 FEET WEST
 CQ0919'OF THE CENTERLINE OF THE TRACK, IN THE EDGE OF THE PINE TIMBER, AND 2
 CQ0919'FEET NORTH OF A STEEL RAIL PROJECTING 4 FEET ABOVE GROUND AND USED AS
 CQ0919'A LAND MARK.  A STANDARD DISK, STAMPED E 39 1934 AND SET IN THE TOP OF
 CQ0919'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3028 ***********************************************************************
 BK3028  DESIGNATION -  E 3923 LAGS 1963
 BK3028  PID         -  BK3028
 BK3028  STATE/COUNTY-  LA/ALLEN
 BK3028  USGS QUAD   -  REEVES (1986)
 BK3028
 BK3028                         *CURRENT SURVEY CONTROL
 BK3028  ___________________________________________________________________
 BK3028* NAD 83(1992)-  30 31 07.36734(N)    093 00 16.11768(W)     ADJUSTED  
 BK3028* NAVD 88     -        13.1    (meters)      43.     (feet)  VERTCON   
 BK3028  ___________________________________________________________________
 BK3028  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK3028  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK3028
 BK3028  HORZ ORDER  -  SECOND
 BK3028
 BK3028.The horizontal coordinates were established by classical geodetic methods
 BK3028.and adjusted by the National Geodetic Survey in January 1993..
 BK3028
 BK3028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3028
 BK3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3028
 BK3028.The geoid height was determined by GEOID03.
 BK3028
 BK3028;                    North         East     Units Scale Factor Converg.
 BK3028;SPC LA S     -   224,935.362   839,613.772   MT  0.99996646   -0 50 08.1
 BK3028;SPC LA S     -   737,975.43  2,754,632.85   sFT  0.99996646   -0 50 08.1
 BK3028;UTM  15      - 3,376,265.255   499,570.454   MT  0.99960000   -0 00 08.2
 BK3028
 BK3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3028!SPC LA S     -   1.00000221  x   0.99996646  =   0.99996867
 BK3028!UTM  15      -   1.00000221  x   0.99960000  =   0.99960221
 BK3028
 BK3028                          SUPERSEDED SURVEY CONTROL
 BK3028
 BK3028  NAD 83(1986)-  30 31 07.38696(N)    093 00 16.11042(W) AD(       ) 2
 BK3028  NAD 27      -  30 31 06.66673(N)    093 00 15.56246(W) AD(       ) 2
 BK3028  NGVD 29 (07/19/86)   13.1    (m)           43.     (f) VERT ANG       
 BK3028
 BK3028.Superseded values are not recommended for survey control.
 BK3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3028.See file dsdata.txt to determine how the superseded data were derived.
 BK3028
 BK3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9957076265(NAD 83)
 BK3028_MARKER: DD = SURVEY DISK
 BK3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3028+STABILITY: SURFACE MOTION
 BK3028
 BK3028  HISTORY     - Date     Condition        Report By
 BK3028  HISTORY     - 1963     MONUMENTED       LAGS
 BK3028  HISTORY     - 1984     GOOD             LADH
 BK3028
 BK3028                          STATION DESCRIPTION
 BK3028
 BK3028'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1963
 BK3028'LOUISIANA GEODETIC SURVEY MARK, IS A STANDARD DISK STAMPED,
 BK3028'E 3923, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT,
 BK3028'WHICH PROJECTS 6-INCHES ABOVE THE GROUND SURFACE.  IT IS
 BK3028'1.0 FEET NORTH OF A EASTWEST FENCE LINE, 32.0 FEET SOUTHWEST
 BK3028'OF A WOODEN WITNESS POST AND SIGN AND 49.3 FEET NORTH OF THE
 BK3028'CENTERLINE OF U.S. HIGHWAY 190.
 BK3028
 BK3028                          STATION RECOVERY (1984)
 BK3028
 BK3028'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1984 (RP)
 BK3028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0871 ***********************************************************************
 BK0871  DESIGNATION -  E 3945 LAGS
 BK0871  PID         -  BK0871
 BK0871  STATE/COUNTY-  LA/ALLEN
 BK0871  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0871
 BK0871                         *CURRENT SURVEY CONTROL
 BK0871  ___________________________________________________________________
 BK0871* NAD 83(1986)-  30 29 46.     (N)    092 53 24.     (W)     SCALED    
 BK0871* NAVD 88     -        13.60   (+/-2cm)      44.6    (feet)  VERTCON   
 BK0871  ___________________________________________________________________
 BK0871  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK0871
 BK0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0871
 BK0871.The horizontal coordinates were scaled from a topographic map and have
 BK0871.an estimated accuracy of +/- 6 seconds.
 BK0871
 BK0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0871.The vertical order pertains to the NGVD 29 superseded value.
 BK0871
 BK0871.The geoid height was determined by GEOID03.
 BK0871
 BK0871;                    North         East    Units  Estimated Accuracy
 BK0871;SPC LA S     -   222,280.      850,570.      MT  (+/- 180 meters Scaled)
 BK0871
 BK0871                          SUPERSEDED SURVEY CONTROL
 BK0871
 BK0871  NGVD 29 (??/??/??)   13.567  (m)           44.51   (f) ADJUSTED    2 0
 BK0871
 BK0871.Superseded values are not recommended for survey control.
 BK0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0871.See file dsdata.txt to determine how the superseded data were derived.
 BK0871
 BK0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP105737(NAD 83)
 BK0871_MARKER: DD = SURVEY DISK
 BK0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0871_STAMPING: E 3945
 BK0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0871+STABILITY: SURFACE MOTION
 BK0871
 BK0871  HISTORY     - Date     Condition        Report By
 BK0871  HISTORY     - UNK      MONUMENTED       LAGS
 BK0871  HISTORY     - 1969     GOOD             LADTD
 BK0871  HISTORY     - 1982     MARK NOT FOUND   USGS
 BK0871  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0871
 BK0871                          STATION DESCRIPTION
 BK0871
 BK0871'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0871'2.8 MI NW FROM KINDER.
 BK0871'ABOUT 2.8 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0871'RAILROAD STATION AT KINDER, 57 FEET SOUTH OF THE CENTERLINE OF US 190,
 BK0871'47 FEET WEST OF A POWER POLE, 44 FEET NORTH OF THE NORTH RAIL OF THE
 BK0871'MISSOURI PACIFIC RAILROAD TRACK, LOCATED ON THE SOUTH SIDE OF THE
 BK0871'HIGHWAY, 1.5 FEET SOUTH OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF
 BK0871'ROADWAY, A LGS DISK IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK0871'SECTION 28, T 6S, R 5W.
 BK0871
 BK0871                          STATION RECOVERY (1982)
 BK0871
 BK0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BK0871'MARK NOT FOUND.
 BK0871
 BK0871                          STATION RECOVERY (2002)
 BK0871
 BK0871'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0800 ***********************************************************************
 BK0800  DESIGNATION -  E 3948
 BK0800  PID         -  BK0800
 BK0800  STATE/COUNTY-  LA/ALLEN
 BK0800  USGS QUAD   -  KINDER (1994)
 BK0800
 BK0800                         *CURRENT SURVEY CONTROL
 BK0800  ___________________________________________________________________
 BK0800* NAD 83(1986)-  30 29 35.     (N)    092 52 26.     (W)     SCALED    
 BK0800* NAVD 88     -        14.37   (+/-2cm)      47.1    (feet)  VERTCON   
 BK0800  ___________________________________________________________________
 BK0800  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK0800
 BK0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0800
 BK0800.The horizontal coordinates were scaled from a topographic map and have
 BK0800.an estimated accuracy of +/- 6 seconds.
 BK0800
 BK0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0800.The vertical order pertains to the NGVD 29 superseded value.
 BK0800
 BK0800.The geoid height was determined by GEOID03.
 BK0800
 BK0800;                    North         East    Units  Estimated Accuracy
 BK0800;SPC LA S     -   221,920.      852,110.      MT  (+/- 180 meters Scaled)
 BK0800
 BK0800                          SUPERSEDED SURVEY CONTROL
 BK0800
 BK0800  NGVD 29 (??/??/??)   14.337  (m)           47.04   (f) ADJUSTED    2 0
 BK0800
 BK0800.Superseded values are not recommended for survey control.
 BK0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0800.See file dsdata.txt to determine how the superseded data were derived.
 BK0800
 BK0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP121734(NAD 83)
 BK0800_MARKER: DD = SURVEY DISK
 BK0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0800_STAMPING: E 3948
 BK0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0800+STABILITY: SURFACE MOTION
 BK0800
 BK0800  HISTORY     - Date     Condition        Report By
 BK0800  HISTORY     - UNK      MONUMENTED       LAGS
 BK0800  HISTORY     - 1969     GOOD             LADTD
 BK0800  HISTORY     - 1981     GOOD             LADTD
 BK0800  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK0800  HISTORY     - 20021102 GOOD             USPSQD
 BK0800  HISTORY     - 20040630 GOOD             USPSQD
 BK0800
 BK0800                          STATION DESCRIPTION
 BK0800
 BK0800'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0800'1.8 MI NW FROM KINDER.
 BK0800'ABOUT 1.8 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0800'RAILROAD DEPOT AT KINDER, LOCATED ON THE NORTH SIDE OF THE HIGHWAY,
 BK0800'125 FEET NORTHWEST OF A TELEPHONE POLE, 46 FEET NORTH OF THE
 BK0800'CENTERLINE OF US 190, 1 FOOT SOUTH OF A 4 STRAND BARBED WIRE FENCE,
 BK0800'1.2 FEET NORTH OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF THE
 BK0800'ROADWAY, A LGS DISK IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK0800'SECTION 34, T 6S, R 5W.
 BK0800
 BK0800                          STATION RECOVERY (1981)
 BK0800
 BK0800'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0800'RECOVERED IN GOOD CONDITION.
 BK0800
 BK0800                          STATION RECOVERY (1986)
 BK0800
 BK0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0800'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 BK0800'FOUND.
 BK0800
 BK0800                          STATION RECOVERY (2002)
 BK0800
 BK0800'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0800'RECOVERED IN GOOD CONDITION.
 BK0800
 BK0800                          STATION RECOVERY (2004)
 BK0800
 BK0800'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0801 ***********************************************************************
 BK0801  DESIGNATION -  E 3949 LAGS
 BK0801  PID         -  BK0801
 BK0801  STATE/COUNTY-  LA/ALLEN
 BK0801  USGS QUAD   -  KINDER (1994)
 BK0801
 BK0801                         *CURRENT SURVEY CONTROL
 BK0801  ___________________________________________________________________
 BK0801* NAD 83(1986)-  30 29 32.     (N)    092 52 08.     (W)     SCALED    
 BK0801* NAVD 88     -        14.63   (+/-2cm)      48.0    (feet)  VERTCON   
 BK0801  ___________________________________________________________________
 BK0801  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0801
 BK0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0801
 BK0801.The horizontal coordinates were scaled from a topographic map and have
 BK0801.an estimated accuracy of +/- 6 seconds.
 BK0801
 BK0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0801.The vertical order pertains to the NGVD 29 superseded value.
 BK0801
 BK0801.The geoid height was determined by GEOID03.
 BK0801
 BK0801;                    North         East    Units  Estimated Accuracy
 BK0801;SPC LA S     -   221,820.      852,590.      MT  (+/- 180 meters Scaled)
 BK0801
 BK0801                          SUPERSEDED SURVEY CONTROL
 BK0801
 BK0801  NGVD 29 (??/??/??)   14.602  (m)           47.91   (f) ADJUSTED    2 0
 BK0801
 BK0801.Superseded values are not recommended for survey control.
 BK0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0801.See file dsdata.txt to determine how the superseded data were derived.
 BK0801
 BK0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP125733(NAD 83)
 BK0801_MARKER: DD = SURVEY DISK
 BK0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0801_STAMPING: E 3949
 BK0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0801+STABILITY: SURFACE MOTION
 BK0801
 BK0801  HISTORY     - Date     Condition        Report By
 BK0801  HISTORY     - UNK      MONUMENTED       LAGS
 BK0801  HISTORY     - 1969     GOOD             LADTD
 BK0801  HISTORY     - 1981     GOOD             LADTD
 BK0801  HISTORY     - 20021102 GOOD             USPSQD
 BK0801  HISTORY     - 20040630 GOOD             USPSQD
 BK0801
 BK0801                          STATION DESCRIPTION
 BK0801
 BK0801'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0801'1.5 MI NW FROM KINDER.
 BK0801'ABOUT 1.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0801'RAILROAD DEPOT AT KINDER, 76 FEET NORTHEAST OF A TELEPHONE POLE, 51
 BK0801'FEET SOUTH OF THE CENTERLINE OF US 190, 50 FEET NORTH OF THE NORTH
 BK0801'RAIL OF THE MISSOURI PACIFIC RAILROAD TRACK, LOCATED ON THE SOUTH SIDE
 BK0801'OF THE HIGHWAY, 1.3 FEET SOUTH OF A STEEL WITNESS POST, 1 FOOT BELOW
 BK0801'LEVEL OF THE ROADWAY, A LGS DISK IN THE TOP OF A CONCRETE POST
 BK0801'PROJECTING 3 INCHES.  SECTION 34, T6S, R5W.
 BK0801
 BK0801                          STATION RECOVERY (1981)
 BK0801
 BK0801'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0801'RECOVERED IN GOOD CONDITION.
 BK0801
 BK0801                          STATION RECOVERY (2002)
 BK0801
 BK0801'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0801'RECOVERED IN GOOD CONDITION.
 BK0801
 BK0801                          STATION RECOVERY (2004)
 BK0801
 BK0801'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0803 ***********************************************************************
 BK0803  DESIGNATION -  E 3950
 BK0803  PID         -  BK0803
 BK0803  STATE/COUNTY-  LA/ALLEN
 BK0803  USGS QUAD   -  KINDER (1994)
 BK0803
 BK0803                         *CURRENT SURVEY CONTROL
 BK0803  ___________________________________________________________________
 BK0803* NAD 83(1986)-  30 29 30.     (N)    092 51 50.     (W)     SCALED    
 BK0803* NAVD 88     -        14.643  (meters)      48.04   (feet)  ADJUSTED  
 BK0803  ___________________________________________________________________
 BK0803  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0803  DYNAMIC HT  -          14.624 (meters)      47.98  (feet)  COMP
 BK0803  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 BK0803
 BK0803  VERT ORDER  -  FIRST     CLASS II
 BK0803
 BK0803.The horizontal coordinates were scaled from a topographic map and have
 BK0803.an estimated accuracy of +/- 6 seconds.
 BK0803
 BK0803.The orthometric height was determined by differential leveling
 BK0803.and adjusted by the National Geodetic Survey in February 1994..
 BK0803
 BK0803.The geoid height was determined by GEOID03.
 BK0803
 BK0803.The dynamic height is computed by dividing the NAVD 88
 BK0803.geopotential number by the normal gravity value computed on the
 BK0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0803.degrees latitude (g = 980.6199 gals.).
 BK0803
 BK0803.The modeled gravity was interpolated from observed gravity values.
 BK0803
 BK0803;                    North         East    Units  Estimated Accuracy
 BK0803;SPC LA S     -   221,750.      853,070.      MT  (+/- 180 meters Scaled)
 BK0803
 BK0803                          SUPERSEDED SURVEY CONTROL
 BK0803
 BK0803  NGVD 29 (??/??/??)   14.635  (m)           48.02   (f) ADJUSTED    1 2
 BK0803
 BK0803.Superseded values are not recommended for survey control.
 BK0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0803.See file dsdata.txt to determine how the superseded data were derived.
 BK0803
 BK0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP130732(NAD 83)
 BK0803_MARKER: DD = SURVEY DISK
 BK0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0803_SP_SET: CONCRETE POST
 BK0803_STAMPING: E 3950
 BK0803_MARK LOGO: LAGS  
 BK0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0803+STABILITY: SURFACE MOTION
 BK0803
 BK0803  HISTORY     - Date     Condition        Report By
 BK0803  HISTORY     - UNK      MONUMENTED       LAGS
 BK0803  HISTORY     - 1969     GOOD             LADTD
 BK0803  HISTORY     - 1981     GOOD             LADTD
 BK0803  HISTORY     - 1986     GOOD             NGS
 BK0803  HISTORY     - 20021102 GOOD             USPSQD
 BK0803  HISTORY     - 20040630 GOOD             USPSQD
 BK0803
 BK0803                          STATION DESCRIPTION
 BK0803
 BK0803'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0803'1.2 MI NW FROM KINDER.
 BK0803'ABOUT 1.2 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0803'RAILROAD DEPOT AT KINDER, 108 FEET NORTHWEST OF A POWER POLE, 107 FEET
 BK0803'SOUTH OF A 5 STRAND BARBED WIRE FENCE 46 FEET NORTH OF THE CENTERLINE
 BK0803'OF US 190, ABOUT 0.3 MILE NORTHWEST OF THE CENTERLINE OF AN IRRIGATION
 BK0803'CANAL CROSSING US 190, LOCATED ON THE NORTH SIDE OF THE HIGHWAY, 1.3
 BK0803'FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROADWAY, A
 BK0803'LGS DISK IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. SECTION
 BK0803'34, T6S, R 5W.
 BK0803
 BK0803                          STATION RECOVERY (1981)
 BK0803
 BK0803'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0803'RECOVERED IN GOOD CONDITION.
 BK0803
 BK0803                          STATION RECOVERY (1986)
 BK0803
 BK0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0803'RECOVERED IN GOOD CONDITION.
 BK0803
 BK0803                          STATION RECOVERY (2002)
 BK0803
 BK0803'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0803'RECOVERED IN GOOD CONDITION.
 BK0803
 BK0803                          STATION RECOVERY (2004)
 BK0803
 BK0803'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0804 ***********************************************************************
 BK0804  DESIGNATION -  E 3951
 BK0804  PID         -  BK0804
 BK0804  STATE/COUNTY-  LA/ALLEN
 BK0804  USGS QUAD   -  KINDER (1994)
 BK0804
 BK0804                         *CURRENT SURVEY CONTROL
 BK0804  ___________________________________________________________________
 BK0804* NAD 83(1986)-  30 29 28.     (N)    092 51 32.     (W)     SCALED    
 BK0804* NAVD 88     -        13.998  (meters)      45.93   (feet)  ADJUSTED  
 BK0804  ___________________________________________________________________
 BK0804  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0804  DYNAMIC HT  -          13.980 (meters)      45.87  (feet)  COMP
 BK0804  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 BK0804
 BK0804  VERT ORDER  -  FIRST     CLASS II
 BK0804
 BK0804.The horizontal coordinates were scaled from a topographic map and have
 BK0804.an estimated accuracy of +/- 6 seconds.
 BK0804
 BK0804.The orthometric height was determined by differential leveling
 BK0804.and adjusted by the National Geodetic Survey in February 1994..
 BK0804
 BK0804.The geoid height was determined by GEOID03.
 BK0804
 BK0804.The dynamic height is computed by dividing the NAVD 88
 BK0804.geopotential number by the normal gravity value computed on the
 BK0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0804.degrees latitude (g = 980.6199 gals.).
 BK0804
 BK0804.The modeled gravity was interpolated from observed gravity values.
 BK0804
 BK0804;                    North         East    Units  Estimated Accuracy
 BK0804;SPC LA S     -   221,680.      853,550.      MT  (+/- 180 meters Scaled)
 BK0804
 BK0804                          SUPERSEDED SURVEY CONTROL
 BK0804
 BK0804  NGVD 29 (??/??/??)   14.007  (m)           45.95   (f) ADJUSTED    1 2
 BK0804
 BK0804.Superseded values are not recommended for survey control.
 BK0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0804.See file dsdata.txt to determine how the superseded data were derived.
 BK0804
 BK0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP135732(NAD 83)
 BK0804_MARKER: DD = SURVEY DISK
 BK0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0804_SP_SET: CONCRETE POST
 BK0804_STAMPING: E 3951
 BK0804_MARK LOGO: LAGS  
 BK0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0804+STABILITY: SURFACE MOTION
 BK0804
 BK0804  HISTORY     - Date     Condition        Report By
 BK0804  HISTORY     - UNK      MONUMENTED       LAGS
 BK0804  HISTORY     - 1969     GOOD             LADTD
 BK0804  HISTORY     - 1981     GOOD             LADTD
 BK0804  HISTORY     - 1986     GOOD             NGS
 BK0804  HISTORY     - 20021102 GOOD             USPSQD
 BK0804  HISTORY     - 20040630 GOOD             USPSQD
 BK0804
 BK0804                          STATION DESCRIPTION
 BK0804
 BK0804'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0804'0.8 MI NW FROM KINDER.
 BK0804'ABOUT 0.8 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0804'RAILROAD DEPOT AT KINDER, 129 FEET NORTHWEST OF A TELEPHONE POLE, 53
 BK0804'FEET NORTH OF THE CENTERLINE OF US 190, 5 FEET NORTH OF A 5 STRAND
 BK0804'BARBED WIRE FENCE, 0.1 MILE NORTHEAST OF THE CENTER LINE OF AN
 BK0804'IRRIGATION CANAL CROSSING US 190, LOCATED ON THE NORTH SIDE OF THE
 BK0804'HIGHWAY, 1.4 FEET NORTH OF A STEEL WITNESS POST, 2 FEET BELOW LEVEL OF
 BK0804'THE ROADWAY, LGS DISK IN THE TOP OF A CONCRETE POST PROJECTING 2
 BK0804'INCHES.  SECTION 34, T 6S, R 5W.
 BK0804
 BK0804                          STATION RECOVERY (1981)
 BK0804
 BK0804'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0804'RECOVERED IN GOOD CONDITION.
 BK0804
 BK0804                          STATION RECOVERY (1986)
 BK0804
 BK0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0804'RECOVERED IN GOOD CONDITION.
 BK0804
 BK0804                          STATION RECOVERY (2002)
 BK0804
 BK0804'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0804'RECOVERED IN GOOD CONDITION.
 BK0804
 BK0804                          STATION RECOVERY (2004)
 BK0804
 BK0804'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0805 ***********************************************************************
 BK0805  DESIGNATION -  E 3952
 BK0805  PID         -  BK0805
 BK0805  STATE/COUNTY-  LA/ALLEN
 BK0805  USGS QUAD   -  KINDER (1994)
 BK0805
 BK0805                         *CURRENT SURVEY CONTROL
 BK0805  ___________________________________________________________________
 BK0805* NAD 83(1986)-  30 29 30.     (N)    092 51 14.     (W)     SCALED    
 BK0805* NAVD 88     -        14.70   (+/-2cm)      48.2    (feet)  VERTCON   
 BK0805  ___________________________________________________________________
 BK0805  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0805
 BK0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0805
 BK0805.The horizontal coordinates were scaled from a topographic map and have
 BK0805.an estimated accuracy of +/- 6 seconds.
 BK0805
 BK0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0805.The vertical order pertains to the NGVD 29 superseded value.
 BK0805
 BK0805.The geoid height was determined by GEOID03.
 BK0805
 BK0805;                    North         East    Units  Estimated Accuracy
 BK0805;SPC LA S     -   221,740.      854,030.      MT  (+/- 180 meters Scaled)
 BK0805
 BK0805                          SUPERSEDED SURVEY CONTROL
 BK0805
 BK0805  NGVD 29 (??/??/??)   14.670  (m)           48.13   (f) ADJUSTED    2 0
 BK0805
 BK0805.Superseded values are not recommended for survey control.
 BK0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0805.See file dsdata.txt to determine how the superseded data were derived.
 BK0805
 BK0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP140732(NAD 83)
 BK0805_MARKER: DD = SURVEY DISK
 BK0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0805_SP_SET: CONCRETE POST
 BK0805_STAMPING: E 3952
 BK0805_MARK LOGO: LAGS  
 BK0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0805+STABILITY: SURFACE MOTION
 BK0805
 BK0805  HISTORY     - Date     Condition        Report By
 BK0805  HISTORY     - UNK      MONUMENTED       LAGS
 BK0805  HISTORY     - 1969     GOOD             LADTD
 BK0805  HISTORY     - 1981     GOOD             LADTD
 BK0805  HISTORY     - 1986     GOOD             NGS
 BK0805  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0805
 BK0805                          STATION DESCRIPTION
 BK0805
 BK0805'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0805'0.5 MI NW FROM KINDER.
 BK0805'ABOUT 0.5 MILE NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0805'RAILROAD DEPOT AT KINDER TO THE MARKER ON THE RIGHT, 286 FEET NORTH OF
 BK0805'THE NORTH RAIL OF THE MAIN TRACK OF THE MISSOURI PACIFIC RAILROAD, 112
 BK0805'FEET NORTHEAST OF A POWER POLE BEARING 3 TRANSFORMERS LEADING TO RICE
 BK0805'BINS, 45 FEET NORTH OF THE CENTERLINE OF US 190, 2 FEET SOUTH OF A 5
 BK0805'STRAND BARBED WIRE FENCE LOCATED ON THE NORTH SIDE OF THE HIGHWAY, 1
 BK0805'FOOT NORTH OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF THE ROADWAY,
 BK0805'A LGS DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK0805'SECTION 35, T6S, R 5W.
 BK0805
 BK0805                          STATION RECOVERY (1981)
 BK0805
 BK0805'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0805'RECOVERED IN GOOD CONDITION.
 BK0805
 BK0805                          STATION RECOVERY (1986)
 BK0805
 BK0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0805'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1986 BECAUSE OF
 BK0805'EXTENSIVE CLEARING THAT NEEDS TO BE DONE.
 BK0805
 BK0805                          STATION RECOVERY (2002)
 BK0805
 BK0805'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0806 ***********************************************************************
 BK0806  DESIGNATION -  E 3953
 BK0806  PID         -  BK0806
 BK0806  STATE/COUNTY-  LA/ALLEN
 BK0806  USGS QUAD   -  KINDER (1994)
 BK0806
 BK0806                         *CURRENT SURVEY CONTROL
 BK0806  ___________________________________________________________________
 BK0806* NAD 83(1986)-  30 29 25.     (N)    092 51 02.     (W)     SCALED    
 BK0806* NAVD 88     -        14.814  (meters)      48.60   (feet)  ADJUSTED  
 BK0806  ___________________________________________________________________
 BK0806  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0806  DYNAMIC HT  -          14.795 (meters)      48.54  (feet)  COMP
 BK0806  MODELED GRAV-     979,341.2   (mgal)                       NAVD 88
 BK0806
 BK0806  VERT ORDER  -  FIRST     CLASS I
 BK0806
 BK0806.The horizontal coordinates were scaled from a topographic map and have
 BK0806.an estimated accuracy of +/- 6 seconds.
 BK0806
 BK0806.The orthometric height was determined by differential leveling
 BK0806.and adjusted by the National Geodetic Survey in February 1994..
 BK0806
 BK0806.The geoid height was determined by GEOID03.
 BK0806
 BK0806.The dynamic height is computed by dividing the NAVD 88
 BK0806.geopotential number by the normal gravity value computed on the
 BK0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0806.degrees latitude (g = 980.6199 gals.).
 BK0806
 BK0806.The modeled gravity was interpolated from observed gravity values.
 BK0806
 BK0806;                    North         East    Units  Estimated Accuracy
 BK0806;SPC LA S     -   221,580.      854,340.      MT  (+/- 180 meters Scaled)
 BK0806
 BK0806                          SUPERSEDED SURVEY CONTROL
 BK0806
 BK0806  NAVD 88 (06/15/91)   14.799  (m)           48.55   (f) UNKNOWN     1 1
 BK0806  NGVD 29 (??/??/??)   14.781  (m)           48.49   (f) ADJUSTED    1 1
 BK0806
 BK0806.Superseded values are not recommended for survey control.
 BK0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0806.See file dsdata.txt to determine how the superseded data were derived.
 BK0806
 BK0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP143731(NAD 83)
 BK0806_MARKER: DD = SURVEY DISK
 BK0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0806_STAMPING: E 3953
 BK0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0806+STABILITY: SURFACE MOTION
 BK0806
 BK0806  HISTORY     - Date     Condition        Report By
 BK0806  HISTORY     - UNK      MONUMENTED       LAGS
 BK0806  HISTORY     - 1970     GOOD             LADTD
 BK0806  HISTORY     - 1981     GOOD             LADTD
 BK0806  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK0806  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0806
 BK0806                          STATION DESCRIPTION
 BK0806
 BK0806'DESCRIBED BY LA TRANSP AND DEV 1970
 BK0806'0.3 MI W FROM KINDER.
 BK0806'ABOUT 0.3 MILE WEST ALONG THE RAILROAD TRACKS FROM THE MISSOUI PACIFIC
 BK0806'RAILROAD DEPOT AT KINDER, THENCE 42 FEET WEST OF THE CENTERLINE OF US
 BK0806'190, 27 FEET NORTH OF A POWER POLE WITH A METER BASE AND TRANSFORMER,
 BK0806'23 FEET NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 18.6 FEET SOUTH
 BK0806'OF THE SOUTH RAIL OF THE MAIN TRACK, 1.3 FEET WEST OF A STEEL WITNESS
 BK0806'POST, ABOUT LEVEL WITH THE ROADWAY, A LGS DISK IN THE TOP OF A
 BK0806'CONCRETE POST PROJECTING 3 INCHES.  SEC 35, T6S, R 5W.
 BK0806
 BK0806                          STATION RECOVERY (1981)
 BK0806
 BK0806'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0806'RECOVERED IN GOOD CONDITION.
 BK0806
 BK0806                          STATION RECOVERY (1986)
 BK0806
 BK0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0806'NOT RECOVERED, THE MARK SHOULD BE CONSIDERED DESTROYED AS EXTENSIVE
 BK0806'DIGGING AND GRADING HAS BEEN DONE AT THE DESCRIBED LOCATION OF THE
 BK0806'MARK.
 BK0806
 BK0806                          STATION RECOVERY (2002)
 BK0806
 BK0806'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2600 ***********************************************************************
 BK2600  DESIGNATION -  E 3979 2
 BK2600  PID         -  BK2600
 BK2600  STATE/COUNTY-  LA/BEAUREGARD
 BK2600  USGS QUAD   -  LONGVILLE (1994)
 BK2600
 BK2600                         *CURRENT SURVEY CONTROL
 BK2600  ___________________________________________________________________
 BK2600* NAD 83(1992)-  30 30 50.36404(N)    093 11 06.85481(W)     ADJUSTED  
 BK2600* NAVD 88     -        24.897  (meters)      81.68   (feet)  ADJUSTED  
 BK2600  ___________________________________________________________________
 BK2600  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2600  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2600  DYNAMIC HT  -          24.865 (meters)      81.58  (feet)  COMP
 BK2600  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BK2600
 BK2600  HORZ ORDER  -  SECOND
 BK2600  VERT ORDER  -  SECOND    CLASS I
 BK2600
 BK2600.The horizontal coordinates were established by classical geodetic methods
 BK2600.and adjusted by the National Geodetic Survey in January 1993..
 BK2600
 BK2600.The orthometric height was determined by differential leveling
 BK2600.and adjusted by the National Geodetic Survey in February 1994..
 BK2600
 BK2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2600
 BK2600.The geoid height was determined by GEOID03.
 BK2600
 BK2600.The dynamic height is computed by dividing the NAVD 88
 BK2600.geopotential number by the normal gravity value computed on the
 BK2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2600.degrees latitude (g = 980.6199 gals.).
 BK2600
 BK2600.The modeled gravity was interpolated from observed gravity values.
 BK2600
 BK2600;                    North         East     Units Scale Factor Converg.
 BK2600;SPC LA S     -   224,678.522   822,258.471   MT  0.99996572   -0 55 33.5
 BK2600;SPC LA S     -   737,132.78  2,697,693.00   sFT  0.99996572   -0 55 33.5
 BK2600;UTM  15      - 3,375,756.431   482,227.046   MT  0.99960390   -0 05 38.6
 BK2600
 BK2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2600!SPC LA S     -   1.00000037  x   0.99996572  =   0.99996609
 BK2600!UTM  15      -   1.00000037  x   0.99960390  =   0.99960427
 BK2600
 BK2600|---------------------------------------------------------------------|
 BK2600| PID    Reference Object                     Distance      Geod. Az  |
 BK2600|                                                           dddmmss.s |
 BK2600| BK3039 E3979 LGS 2 1974 A POINT              7.541 METERS 04404     |
 BK2600| BK2601 E 3979 2 RM 3                        21.679 METERS 06835     |
 BK2600| BK1314 D 51                                APPROX. 0.7 KM 0885228.8 |
 BK2600| BK2599 E 3979 RM 2                          39.726 METERS 16401     |
 BK2600|---------------------------------------------------------------------|
 BK2600
 BK2600                          SUPERSEDED SURVEY CONTROL
 BK2600
 BK2600  NAD 83(1986)-  30 30 50.38345(N)    093 11 06.84717(W) AD(       ) 2
 BK2600  NAD 27      -  30 30 49.66563(N)    093 11 06.27978(W) AD(       ) 2
 BK2600  NGVD 29 (07/19/86)   25.1    (m)           82.     (f) VERT ANG       
 BK2600
 BK2600.Superseded values are not recommended for survey control.
 BK2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2600.See file dsdata.txt to determine how the superseded data were derived.
 BK2600
 BK2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8222775756(NAD 83)
 BK2600_MARKER: DE = TRAVERSE STATION DISK
 BK2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2600_SP_SET: CONCRETE POST
 BK2600_STAMPING: E3979 LGS 2 1974
 BK2600_MARK LOGO: LAGS  
 BK2600_PROJECTION: FLUSH
 BK2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2600+STABILITY: SURFACE MOTION
 BK2600
 BK2600  HISTORY     - Date     Condition        Report By
 BK2600  HISTORY     - 1974     MONUMENTED       LAGS
 BK2600  HISTORY     - 1984     GOOD             LADTD
 BK2600
 BK2600                          STATION DESCRIPTION
 BK2600
 BK2600'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1974 (HRR)
 BK2600'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF LONGVILLE, 3 MILES
 BK2600'EAST OF THE JUNCTION OF U. S. HIGHWAYS 190 AND 171, WHICH IS ABOUT
 BK2600'7 MILES SOUTH OF LONGVILLE AND 2 MILES EAST OF RAGLEY.  THE STATION
 BK2600'IS ON THE ROAD RIGHT-OF-WAY ALONG U. S. HIGHWAY 190.
 BK2600'
 BK2600'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 190 AND 171,
 BK2600'7 MILES SOUTH OF LONGVILLE, GO EAST ON U. S. HIGHWAY 190 FOR 2.7
 BK2600'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON
 BK2600'U. S. HIGHWAY 190 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BK2600'
 BK2600'THE STATION SURFACE MARK, STAMPED E 3979 LGS 2 1974, IS A STANDARD
 BK2600'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 BK2600'THE GROUND.  IT IS 72 FEET SOUTHWEST OF A POWER POLE, 70 FEET EAST
 BK2600'OF THE CENTER OF A GRAVEL DRIVEWAY AND 50 FEET NORTH OF THE CENTER
 BK2600'OF U. S. HIGHWAY 190.
 BK2600'
 BK2600'THE UNDERGROUND STATION MARK IS STAMPED E 3979 LGS 1941 1974.  IT
 BK2600'IS ABOUT 48 INCHES BELOW THE GROUND SET IN AN IRREGULAR MASS OF
 BK2600'CONCRETE.  THE MARK WAS SET BEFORE THE STATION SURFACE MARK WAS
 BK2600'STAMPED AS A TWO STATION.
 BK2600'
 BK2600'REFERENCE MARK 2, STAMPED E 3979 NO 2 1941, IS A STANDARD DISK SET
 BK2600'IN THE TOP OF A SQUARE CONCRETE POST AND PROJECTS 1 INCH.  IT IS 77
 BK2600'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 72 FEET WEST OF THE CENTER
 BK2600'OF A FARM ROAD, 54.4 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 BK2600'TRACKS AND 45 FEET NORTHEAST OF TELEPHONE POLE NUMBER 524.
 BK2600'
 BK2600'REFERENCE MARK 3, STAMPED E 3979 2 NO 3 1974, IS A STANDARD DISK
 BK2600'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 BK2600'IS 70 FEET NORTH OF THE CENTER OF THE HIGHWAY, 11 FEET WEST OF A
 BK2600'FENCE CORNER AND 2 FEET SOUTH OF A POWER POLE.
 BK2600'
 BK2600'BM D 51 1935 (AZ MK), STAMPED BM D 51 1935, IS A STANDARD BENCH MARK
 BK2600'DISK SET IN A DRILL HOLE ON A CONCRETE CULVERT OF THE RAILROAD
 BK2600'TRACKS.  IT IS 116 FEET SOUTH OF THE CENTER OF U. S. HIGHWAY 190,
 BK2600'51 FEET NORTHWEST OF TELEPHONE POLE NUMBER L 10 AND 14.5 FEET NORTH
 BK2600'OF THE NORTH RAIL OF THE RAILROAD TRACKS.
 BK2600'
 BK2600'NEAREST TOWN--RAGLEY.
 BK2600
 BK2600                          STATION RECOVERY (1984)
 BK2600
 BK2600'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2600'4.6 KM (2.9 MI) EAST FROM RAGLEY.
 BK2600'4.6 KM (2.9 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BK2600'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE LEFT IN
 BK2600'SECTION 28, T 6 S, R 8 W, 21.9 METERS (72 FEET) SOUTHWEST OF A POWER
 BK2600'POLE, 21.3 METERS (70 FEET) EAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 BK2600'15.2 METERS (50 FEET) NORTH OF THE CENTER OF THE HIGHWAY, 21.7 METERS
 BK2600'(71.1 FEET) SOUTHWEST OF E 3979 2 NO 3, 39.7 METERS (130.3 FEET)
 BK2600'NORTH AND ACROSS THE HIGHWAY FROM E 3979 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2601 ***********************************************************************
 BK2601  DESIGNATION -  E 3979 2 RM 3
 BK2601  PID         -  BK2601
 BK2601  STATE/COUNTY-  LA/BEAUREGARD
 BK2601  USGS QUAD   -  LONGVILLE (1994)
 BK2601
 BK2601                         *CURRENT SURVEY CONTROL
 BK2601  ___________________________________________________________________
 BK2601* NAD 83(1986)-  30 30 51.     (N)    093 11 08.     (W)     SCALED    
 BK2601* NAVD 88     -        25.049  (meters)      82.18   (feet)  ADJUSTED  
 BK2601  ___________________________________________________________________
 BK2601  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2601  DYNAMIC HT  -          25.016 (meters)      82.07  (feet)  COMP
 BK2601  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BK2601
 BK2601  VERT ORDER  -  SECOND    CLASS I
 BK2601
 BK2601.The horizontal coordinates were scaled from a topographic map and have
 BK2601.an estimated accuracy of +/- 6 seconds.
 BK2601
 BK2601.The orthometric height was determined by differential leveling
 BK2601.and adjusted by the National Geodetic Survey in February 1994..
 BK2601
 BK2601.The geoid height was determined by GEOID03.
 BK2601
 BK2601.The dynamic height is computed by dividing the NAVD 88
 BK2601.geopotential number by the normal gravity value computed on the
 BK2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2601.degrees latitude (g = 980.6199 gals.).
 BK2601
 BK2601.The modeled gravity was interpolated from observed gravity values.
 BK2601
 BK2601;                    North         East    Units  Estimated Accuracy
 BK2601;SPC LA S     -   224,700.      822,230.      MT  (+/- 180 meters Scaled)
 BK2601
 BK2601                          SUPERSEDED SURVEY CONTROL
 BK2601
 BK2601.No superseded survey control is available for this station.
 BK2601
 BK2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP821757(NAD 83)
 BK2601_MARKER: DR = REFERENCE MARK DISK
 BK2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2601_SP_SET: CONCRETE POST
 BK2601_STAMPING: E3979 2 NO 3 1974
 BK2601_MARK LOGO: LAGS  
 BK2601_PROJECTION: FLUSH
 BK2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2601+STABILITY: SURFACE MOTION
 BK2601
 BK2601  HISTORY     - Date     Condition        Report By
 BK2601  HISTORY     - 1974     MONUMENTED       LAGS
 BK2601  HISTORY     - 1984     GOOD             LADTD
 BK2601
 BK2601                          STATION DESCRIPTION
 BK2601
 BK2601'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2601'4.6 KM (2.9 MI) EAST FROM RAGLEY.
 BK2601'ABOUT 4.6 KM (2.9 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE
 BK2601'JUNCTION OF U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON
 BK2601'THE LEFT IN SECTION 28, T 6 S, R 8 W, 21.3 METERS (70 FEET) NORTH OF
 BK2601'THE CENTER- LINE OF THE HIGHWAY, 3.4 METERS (11 FEET) WEST OF A FENCE
 BK2601'CORNER, 0.6 METERS (2 FEET) SOUTH OF A POWER POLE, 21.7 METERS (71.1
 BK2601'FEET) NORTH-EAST OF THE STATION E 3979 LGS 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2599 ***********************************************************************
 BK2599  DESIGNATION -  E 3979 RM 2
 BK2599  PID         -  BK2599
 BK2599  STATE/COUNTY-  LA/BEAUREGARD
 BK2599  USGS QUAD   -  LONGVILLE (1994)
 BK2599
 BK2599                         *CURRENT SURVEY CONTROL
 BK2599  ___________________________________________________________________
 BK2599* NAD 83(1992)-  30 30 49.12385(N)    093 11 06.44464(W)     ADJUSTED  
 BK2599* NAVD 88     -        25.445  (meters)      83.48   (feet)  ADJUSTED  
 BK2599  ___________________________________________________________________
 BK2599  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2599  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2599  DYNAMIC HT  -          25.412 (meters)      83.37  (feet)  COMP
 BK2599  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BK2599
 BK2599  HORZ ORDER  -  SECOND
 BK2599  VERT ORDER  -  SECOND    CLASS I
 BK2599
 BK2599.The horizontal coordinates were established by classical geodetic methods
 BK2599.and adjusted by the National Geodetic Survey in January 1993..
 BK2599
 BK2599.The orthometric height was determined by differential leveling
 BK2599.and adjusted by the National Geodetic Survey in February 1994..
 BK2599
 BK2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2599
 BK2599.The geoid height was determined by GEOID03.
 BK2599
 BK2599.The dynamic height is computed by dividing the NAVD 88
 BK2599.geopotential number by the normal gravity value computed on the
 BK2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2599.degrees latitude (g = 980.6199 gals.).
 BK2599
 BK2599.The modeled gravity was interpolated from observed gravity values.
 BK2599
 BK2599;                    North         East     Units Scale Factor Converg.
 BK2599;SPC LA S     -   224,640.160   822,268.788   MT  0.99996566   -0 55 33.3
 BK2599;SPC LA S     -   737,006.92  2,697,726.85   sFT  0.99996566   -0 55 33.3
 BK2599;UTM  15      - 3,375,718.236   482,237.915   MT  0.99960389   -0 05 38.4
 BK2599
 BK2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2599!SPC LA S     -   1.00000028  x   0.99996566  =   0.99996594
 BK2599!UTM  15      -   1.00000028  x   0.99960389  =   0.99960417
 BK2599
 BK2599                          SUPERSEDED SURVEY CONTROL
 BK2599
 BK2599  NAD 83(1986)-  30 30 49.14326(N)    093 11 06.43701(W) AD(       ) 2
 BK2599  NAD 27      -  30 30 48.42516(N)    093 11 05.86958(W) AD(       ) 2
 BK2599
 BK2599.Superseded values are not recommended for survey control.
 BK2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2599.See file dsdata.txt to determine how the superseded data were derived.
 BK2599
 BK2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8223875718(NAD 83)
 BK2599_MARKER: DR = REFERENCE MARK DISK
 BK2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2599_SP_SET: CONCRETE POST
 BK2599_STAMPING: E3979 NO 2 1941
 BK2599_MARK LOGO: LAGS  
 BK2599_PROJECTION: FLUSH
 BK2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2599+STABILITY: SURFACE MOTION
 BK2599
 BK2599  HISTORY     - Date     Condition        Report By
 BK2599  HISTORY     - 1941     MONUMENTED       LAGS
 BK2599  HISTORY     - 1984     GOOD             LADTD
 BK2599
 BK2599                          STATION DESCRIPTION
 BK2599
 BK2599'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2599'4.6 KM (2.9 MI) EAST FROM RAGLEY.
 BK2599'ABOUT 4.6 KM (2.9 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE
 BK2599'JUNCTION OF U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON
 BK2599'THE RIGHT IN SECTION 28, T 6 S, R 8 W, 23.5 METERS (77 FEET) SOUTH OF
 BK2599'THE CENTER- LINE OF THE HIGHWAY, 21.9 METERS (72 FEET) WEST OF THE
 BK2599'CENTER OF A FARM ROAD, 16.6 METERS (54.4 FEET) NORTH OF THE NORTH
 BK2599'RAIL OF THE NORTH SET OF TRACKS, 39.0 METERS (128 FEET) NORTH
 BK2599'NORTHWEST OF A 12 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1579 ***********************************************************************
 CQ1579  DESIGNATION -  E 40
 CQ1579  PID         -  CQ1579
 CQ1579  STATE/COUNTY-  LA/RED RIVER
 CQ1579  USGS QUAD   -  COUSHATTA (1979)
 CQ1579
 CQ1579                         *CURRENT SURVEY CONTROL
 CQ1579  ___________________________________________________________________
 CQ1579* NAD 83(1986)-  32 01 55.     (N)    093 20 22.     (W)     SCALED    
 CQ1579* NAVD 88     -        54.03   (+/-2cm)     177.3    (feet)  VERTCON   
 CQ1579  ___________________________________________________________________
 CQ1579  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1579
 CQ1579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1579
 CQ1579.The horizontal coordinates were scaled from a topographic map and have
 CQ1579.an estimated accuracy of +/- 6 seconds.
 CQ1579
 CQ1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1579.The vertical order pertains to the NGVD 29 superseded value.
 CQ1579
 CQ1579.The geoid height was determined by GEOID03.
 CQ1579
 CQ1579;                    North         East    Units  Estimated Accuracy
 CQ1579;SPC LA N     -   170,160.      920,710.      MT  (+/- 180 meters Scaled)
 CQ1579
 CQ1579                          SUPERSEDED SURVEY CONTROL
 CQ1579
 CQ1579  NGVD 29 (??/??/??)   54.091  (m)          177.46   (f) ADJUSTED    2 0
 CQ1579
 CQ1579.Superseded values are not recommended for survey control.
 CQ1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1579.See file dsdata.txt to determine how the superseded data were derived.
 CQ1579
 CQ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR679440(NAD 83)
 CQ1579_MARKER: DB = BENCH MARK DISK
 CQ1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1579_STAMPING: E 40 1934
 CQ1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1579+STABILITY: SURFACE MOTION
 CQ1579
 CQ1579  HISTORY     - Date     Condition        Report By
 CQ1579  HISTORY     - 1934     MONUMENTED       CGS
 CQ1579  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1579
 CQ1579                          STATION DESCRIPTION
 CQ1579
 CQ1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1579'1.0 MI NE FROM COUSHATTA.
 CQ1579'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 9 FROM COUSHATTA, RED RIVER
 CQ1579'PARISH, ABOUT 150 FEET NORTHEAST OF THE NORTH JUNCTION OF U.S. HIGHWAY
 CQ1579'71, ABOUT 90 FEET EAST OF U.S. HIGHWAY 71, 39 FEET NORTHWEST OF THE
 CQ1579'CENTER LINE OF STATE HIGHWAY 9, AND 78 FEET SOUTHWEST OF A HOUSE. A
 CQ1579'STANDARD DISK, STAMPED E 40 1934 AND SET IN THE TOP OF A CONCRETE
 CQ1579'POST.
 CQ1579
 CQ1579                          STATION RECOVERY (1957)
 CQ1579
 CQ1579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1521 ***********************************************************************
 BX1521  DESIGNATION -  E 41
 BX1521  PID         -  BX1521
 BX1521  STATE/COUNTY-  LA/WINN
 BX1521  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1521
 BX1521                         *CURRENT SURVEY CONTROL
 BX1521  ___________________________________________________________________
 BX1521* NAD 83(1986)-  31 55 54.     (N)    092 40 00.     (W)     SCALED    
 BX1521* NAVD 88     -        34.03   (+/-2cm)     111.6    (feet)  VERTCON   
 BX1521  ___________________________________________________________________
 BX1521  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1521
 BX1521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1521
 BX1521.The horizontal coordinates were scaled from a topographic map and have
 BX1521.an estimated accuracy of +/- 6 seconds.
 BX1521
 BX1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1521.The vertical order pertains to the NGVD 29 superseded value.
 BX1521
 BX1521.The geoid height was determined by GEOID03.
 BX1521
 BX1521;                    North         East    Units  Estimated Accuracy
 BX1521;SPC LA N     -   158,750.      984,240.      MT  (+/- 180 meters Scaled)
 BX1521
 BX1521                          SUPERSEDED SURVEY CONTROL
 BX1521
 BX1521  NGVD 29 (??/??/??)   34.062  (m)          111.75   (f) ADJUSTED    2 0
 BX1521
 BX1521.Superseded values are not recommended for survey control.
 BX1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1521.See file dsdata.txt to determine how the superseded data were derived.
 BX1521
 BX1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR315329(NAD 83)
 BX1521_MARKER: DB = BENCH MARK DISK
 BX1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1521_STAMPING: E 41 1934
 BX1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1521+STABILITY: SURFACE MOTION
 BX1521
 BX1521  HISTORY     - Date     Condition        Report By
 BX1521  HISTORY     - 1934     MONUMENTED       CGS
 BX1521  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1521
 BX1521                          STATION DESCRIPTION
 BX1521
 BX1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1521'1.7 MI NW FROM WINNFIELD.
 BX1521'ABOUT 1.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 BX1521'FROM THE STATION AT WINNFIELD, WINN PARISH, 20 FEET SOUTHWEST OF
 BX1521'MILEPOST 146, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 2
 BX1521'FEET NORTHEAST OF A FENCE, AND AT THE EDGE OF PINE TIMBER.  A STANDARD
 BX1521'DISK, STAMPED E 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BX1521
 BX1521                          STATION RECOVERY (1998)
 BX1521
 BX1521'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1522 ***********************************************************************
 BX1522  DESIGNATION -  E 41 RESET 1949
 BX1522  PID         -  BX1522
 BX1522  STATE/COUNTY-  LA/WINN
 BX1522  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1522
 BX1522                         *CURRENT SURVEY CONTROL
 BX1522  ___________________________________________________________________
 BX1522* NAD 83(1986)-  31 55 53.     (N)    092 40 00.     (W)     SCALED    
 BX1522* NAVD 88     -        34.86   (+/-2cm)     114.4    (feet)  VERTCON   
 BX1522  ___________________________________________________________________
 BX1522  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1522
 BX1522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1522
 BX1522.The horizontal coordinates were scaled from a topographic map and have
 BX1522.an estimated accuracy of +/- 6 seconds.
 BX1522
 BX1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1522.The vertical order pertains to the NGVD 29 superseded value.
 BX1522
 BX1522.The geoid height was determined by GEOID03.
 BX1522
 BX1522;                    North         East    Units  Estimated Accuracy
 BX1522;SPC LA N     -   158,720.      984,240.      MT  (+/- 180 meters Scaled)
 BX1522
 BX1522                          SUPERSEDED SURVEY CONTROL
 BX1522
 BX1522  NGVD 29 (??/??/??)   34.893  (m)          114.48   (f) ADJUSTED    2 0
 BX1522
 BX1522.Superseded values are not recommended for survey control.
 BX1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1522.See file dsdata.txt to determine how the superseded data were derived.
 BX1522
 BX1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR315328(NAD 83)
 BX1522_MARKER: DB = BENCH MARK DISK
 BX1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1522_STAMPING: E 41 1934 RESET 1949
 BX1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1522+STABILITY: SURFACE MOTION
 BX1522
 BX1522  HISTORY     - Date     Condition        Report By
 BX1522  HISTORY     - 1949     MONUMENTED       CGS
 BX1522  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1522  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1522
 BX1522                          STATION DESCRIPTION
 BX1522
 BX1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1522'1.7 MI NW FROM WINNFIELD.
 BX1522'1.7 MILES NW ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 BX1522'STATION AT WINNFIELD, AT THE CROSSING OF A POWER TRANSMISSION LINE,
 BX1522'88.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 60.0 FEET SW OF MILEPOST
 BX1522'146, 2.0 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BX1522'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BX1522
 BX1522                          STATION RECOVERY (1981)
 BX1522
 BX1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1522'MARK NOT FOUND.
 BX1522
 BX1522                          STATION RECOVERY (1998)
 BX1522
 BX1522'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3185 ***********************************************************************
 BK3185  DESIGNATION -  E 4148 LAGS 1965
 BK3185  PID         -  BK3185
 BK3185  STATE/COUNTY-  LA/CALCASIEU
 BK3185  USGS QUAD   -  BUHLER (1975)
 BK3185
 BK3185                         *CURRENT SURVEY CONTROL
 BK3185  ___________________________________________________________________
 BK3185* NAD 83(1992)-  30 15 43.40140(N)    093 22 03.43546(W)     ADJUSTED  
 BK3185* NAVD 88     -         5.   **(meters)      16.   **(feet)  VERTCON   
 BK3185  **This station is located in a subsidence area (see below).
 BK3185  ___________________________________________________________________
 BK3185  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3185  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3185
 BK3185  HORZ ORDER  -  SECOND
 BK3185
 BK3185.The horizontal coordinates were established by classical geodetic methods
 BK3185.and adjusted by the National Geodetic Survey in January 1993..
 BK3185
 BK3185 ** The orthometric height has not been validated since last determined
 BK3185 ** by differential leveling and should not be used for control purposes.
 BK3185 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3185 ** area with valid NAVD 88 orthometric heights.
 BK3185 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3185 ** epoch indicated which incorporates improved geoid heights for the
 BK3185 ** Southern Louisiana Subsidence area.
 BK3185 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3185
 BK3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3185
 BK3185.The geoid height was determined by GEOID03.
 BK3185
 BK3185;                    North         East     Units Scale Factor Converg.
 BK3185;SPC LA S     -   197,052.007   804,259.700   MT  0.99993609   -1 01 01.8
 BK3185;SPC LA S     -   646,494.79  2,638,642.03   sFT  0.99993609   -1 01 01.8
 BK3185;UTM  15      - 3,347,881.027   464,637.216   MT  0.99961543   -0 11 07.0
 BK3185
 BK3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3185!SPC LA S     -   1.00000350  x   0.99993609  =   0.99993959
 BK3185!UTM  15      -   1.00000350  x   0.99961543  =   0.99961893
 BK3185
 BK3185                          SUPERSEDED SURVEY CONTROL
 BK3185
 BK3185  NAD 83(1986)-  30 15 43.42083(N)    093 22 03.42628(W) AD(       ) 2
 BK3185  NAD 27      -  30 15 42.68644(N)    093 22 02.86206(W) AD(       ) 2
 BK3185  NGVD 29 (07/19/86)    5.     (m)           16.     (f) VERT ANG       
 BK3185
 BK3185.Superseded values are not recommended for survey control.
 BK3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3185.See file dsdata.txt to determine how the superseded data were derived.
 BK3185
 BK3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6463747881(NAD 83)
 BK3185_MARKER: Z = SEE DESCRIPTION
 BK3185_SETTING: 0 = UNSPECIFIED SETTING
 BK3185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3185+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2004
 BK3185
 BK3185  HISTORY     - Date     Condition        Report By
 BK3185  HISTORY     - 1965     MONUMENTED       LADH
 BK3185  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3185  HISTORY     - 20041107 GOOD             USPSQD
 BK3185
 BK3185                          STATION DESCRIPTION
 BK3185
 BK3185'DESCRIBED BY LA DEPT OF HIGHWAYS 1965
 BK3185'STATION IS APPROXIMATELY 900 FEET NORTHEAST OF STINE 1931 ON
 BK3185'THE EAST SIDE OF LOUISIANA HIGHWAY 27, 123.60 FEET EAST OF
 BK3185'LOUISIANA HIGHWAY 27, 158 FEET NORTHEAST OF A 24 INCH SIDE
 BK3185'DRAIN ON EAST SIDE OF LOUISIANA 27 AND 17.28 FEET SOUTH OF A
 BK3185'10 INCH OAK TREE.  IT IS APPROXIMATELY 2.1 MILES NORTH OF
 BK3185'SULPHUR.
 BK3185
 BK3185                          STATION RECOVERY (2002)
 BK3185
 BK3185'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 BK3185'MARK NOT FOUND.
 BK3185
 BK3185                          STATION RECOVERY (2004)
 BK3185
 BK3185'RECOVERY NOTE BY US POWER SQUADRON 2004 (RG)
 BK3185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3187 ***********************************************************************
 BK3187  DESIGNATION -  E 4188 LAGS 1941
 BK3187  PID         -  BK3187
 BK3187  STATE/COUNTY-  LA/CALCASIEU
 BK3187  USGS QUAD   -  DE QUINCY (1994)
 BK3187
 BK3187                         *CURRENT SURVEY CONTROL
 BK3187  ___________________________________________________________________
 BK3187* NAD 83(1992)-  30 27 06.25653(N)    093 26 08.60595(W)     ADJUSTED  
 BK3187* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 BK3187  ___________________________________________________________________
 BK3187  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK3187  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3187
 BK3187  HORZ ORDER  -  SECOND
 BK3187
 BK3187.The horizontal coordinates were established by classical geodetic methods
 BK3187.and adjusted by the National Geodetic Survey in January 1993..
 BK3187
 BK3187.The orthometric height was scaled from a topographic map.
 BK3187
 BK3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3187
 BK3187.The geoid height was determined by GEOID03.
 BK3187
 BK3187;                    North         East     Units Scale Factor Converg.
 BK3187;SPC LA S     -   218,193.457   798,093.284   MT  0.99995660   -1 03 04.4
 BK3187;SPC LA S     -   715,856.37  2,618,411.05   sFT  0.99995660   -1 03 04.4
 BK3187;UTM  15      - 3,368,923.916   458,166.881   MT  0.99962159   -0 13 15.0
 BK3187
 BK3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3187!SPC LA S     -   1.00000068  x   0.99995660  =   0.99995728
 BK3187!UTM  15      -   1.00000068  x   0.99962159  =   0.99962227
 BK3187
 BK3187                          SUPERSEDED SURVEY CONTROL
 BK3187
 BK3187  NAD 83(1986)-  30 27 06.27558(N)    093 26 08.59810(W) AD(       ) 2
 BK3187  NAD 27      -  30 27 05.56588(N)    093 26 08.00653(W) AD(       ) 2
 BK3187
 BK3187.Superseded values are not recommended for survey control.
 BK3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3187.See file dsdata.txt to determine how the superseded data were derived.
 BK3187
 BK3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5816768924(NAD 83)
 BK3187_MARKER: DD = SURVEY DISK
 BK3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3187+STABILITY: SURFACE MOTION
 BK3187
 BK3187  HISTORY     - Date     Condition        Report By
 BK3187  HISTORY     - 1941     MONUMENTED       CGS
 BK3187  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 BK3187  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3187
 BK3187                          STATION DESCRIPTION
 BK3187
 BK3187'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3187'STATION IS IN THE CITY OF DE QUINCY, JUST ACROSS THE TRACKS
 BK3187'FROM THE KANSAS CITY SOUTHERN RAILROAD DEPOT, 102 FEET W
 BK3187'BY N OF THE NW CORNER OF THE DEPOT, 57 FEET NW OF THE CENTER
 BK3187'LINE OF THE RAILROAD TRACK, 32 FEET S OF THE CENTER LINE OF
 BK3187'STREET AND 11 FEET W OF CONCRETE RIGHT-OF-WAY POST.  IT IS
 BK3187'A STANDARD STATE SURVEY DISK SET IN AN 8-INCH SQUARE CONCRETE
 BK3187'POST.  IT IS STAMPED E 4188 AND PROJECTS 4 INCHES.
 BK3187'
 BK3187'STATE SURVEY STATION E 4187 IS ABOUT 1/4 MILE ESE OF THE
 BK3187'STATION, 27 FEET S OF THE CENTER LINE OF STATE HIGHWAY 7, 23
 BK3187'FEET E BY N OF THE NE CORNER OF CITY POWER PLANT, 22 FEET W
 BK3187'OF THE CENTER LINE OF COLLEGE STREET.  IT IS A STANDARD
 BK3187'STATE SURVEY DISK SET IN AN 8-INCH SQUARE CONCRETE POST.  IT
 BK3187'IS STAMPED E 4187 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BK3187'
 BK3187'ELEVATION--80.681 FEET (2ND ORDER ADJUSTED L.G.S., AS PUBLISHED
 BK3187'IN U.S.E. QUAD HOUSTON RIVER, LA.)
 BK3187
 BK3187                          STATION RECOVERY (1996)
 BK3187
 BK3187'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3187'MARK NOT FOUND.
 BK3187
 BK3187                          STATION RECOVERY (2002)
 BK3187
 BK3187'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK3187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2460 ***********************************************************************
 BK2460  DESIGNATION -  E 4191
 BK2460  PID         -  BK2460
 BK2460  STATE/COUNTY-  LA/CALCASIEU
 BK2460  USGS QUAD   -  DE QUINCY (1994)
 BK2460
 BK2460                         *CURRENT SURVEY CONTROL
 BK2460  ___________________________________________________________________
 BK2460* NAD 83(1986)-  30 26 58.     (N)    093 27 10.     (W)     SCALED    
 BK2460* NAVD 88     -        26.650  (meters)      87.43   (feet)  ADJUSTED  
 BK2460  ___________________________________________________________________
 BK2460  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2460  DYNAMIC HT  -          26.615 (meters)      87.32  (feet)  COMP
 BK2460  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BK2460
 BK2460  VERT ORDER  -  FIRST     CLASS II
 BK2460
 BK2460.The horizontal coordinates were scaled from a topographic map and have
 BK2460.an estimated accuracy of +/- 6 seconds.
 BK2460
 BK2460.The orthometric height was determined by differential leveling
 BK2460.and adjusted by the National Geodetic Survey in February 1994..
 BK2460
 BK2460.The geoid height was determined by GEOID03.
 BK2460
 BK2460.The dynamic height is computed by dividing the NAVD 88
 BK2460.geopotential number by the normal gravity value computed on the
 BK2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2460.degrees latitude (g = 980.6199 gals.).
 BK2460
 BK2460.The modeled gravity was interpolated from observed gravity values.
 BK2460
 BK2460;                    North         East    Units  Estimated Accuracy
 BK2460;SPC LA S     -   217,970.      796,450.      MT  (+/- 180 meters Scaled)
 BK2460
 BK2460                          SUPERSEDED SURVEY CONTROL
 BK2460
 BK2460.No superseded survey control is available for this station.
 BK2460
 BK2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP565686(NAD 83)
 BK2460_MARKER: DD = SURVEY DISK
 BK2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2460_SP_SET: CONCRETE POST
 BK2460_STAMPING: E 4191
 BK2460_MARK LOGO: LAGS  
 BK2460_PROJECTION: FLUSH
 BK2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2460+STABILITY: SURFACE MOTION
 BK2460
 BK2460  HISTORY     - Date     Condition        Report By
 BK2460  HISTORY     - UNK      MONUMENTED       LAGS
 BK2460  HISTORY     - 1986     GOOD             NGS
 BK2460  HISTORY     - 19961101 GOOD             USPSQD
 BK2460  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2460
 BK2460                          STATION DESCRIPTION
 BK2460
 BK2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2460'2.6 KM (1.6 MI) WEST FROM DE QUINCY.
 BK2460'2.6 KM (1.6 MI) WEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF STATE
 BK2460'HIGHWAY 27 SOUTH IN DE QUINCY TO THE MARK ON THE RIGHT, 0.25 KM (0.15
 BK2460'MI) SOUTHWEST OF THE JUNCTION OF WEST PARK ROAD AND UNDER A POWER LINE
 BK2460'CROSSING, 13.72 METERS (45.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 BK2460'HIGHWAY, 2.29 METERS (7.5 FT) NORTHEAST OF AN OPENING IN A FENCE TO
 BK2460'GAIN ACCESS TO THE POWER LINE, 1.34 METERS (4.4 FT) SOUTHEAST OF A
 BK2460'BARBED WIRE FENCE.
 BK2460'THE MARK IS 0.40 METERS  NW FROM  A WITNESS POST
 BK2460'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2460
 BK2460                          STATION RECOVERY (1996)
 BK2460
 BK2460'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2460'RECOVERED IN GOOD CONDITION.
 BK2460
 BK2460                          STATION RECOVERY (2002)
 BK2460
 BK2460'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK2460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0238 ***********************************************************************
 BX0238  DESIGNATION -  E 42
 BX0238  PID         -  BX0238
 BX0238  STATE/COUNTY-  LA/LA SALLE
 BX0238  USGS QUAD   -  JENA EAST (1985)
 BX0238
 BX0238                         *CURRENT SURVEY CONTROL
 BX0238  ___________________________________________________________________
 BX0238* NAD 83(1986)-  31 39 07.     (N)    092 02 24.     (W)     SCALED    
 BX0238* NAVD 88     -        32.27   (+/-2cm)     105.9    (feet)  VERTCON   
 BX0238  ___________________________________________________________________
 BX0238  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX0238
 BX0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0238
 BX0238.The horizontal coordinates were scaled from a topographic map and have
 BX0238.an estimated accuracy of +/- 6 seconds.
 BX0238
 BX0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0238.The vertical order pertains to the NGVD 29 superseded value.
 BX0238
 BX0238.The geoid height was determined by GEOID03.
 BX0238
 BX0238;                    North         East    Units  Estimated Accuracy
 BX0238;SPC LA N     -   127,810.    1,043,630.      MT  (+/- 180 meters Scaled)
 BX0238
 BX0238                          SUPERSEDED SURVEY CONTROL
 BX0238
 BX0238  NGVD 29 (??/??/??)   32.262  (m)          105.85   (f) ADJUSTED    2 0
 BX0238
 BX0238.Superseded values are not recommended for survey control.
 BX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0238.See file dsdata.txt to determine how the superseded data were derived.
 BX0238
 BX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR910022(NAD 83)
 BX0238_MARKER: DB = BENCH MARK DISK
 BX0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0238_STAMPING: E 42 1935
 BX0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0238+STABILITY: SURFACE MOTION
 BX0238
 BX0238  HISTORY     - Date     Condition        Report By
 BX0238  HISTORY     - 1935     MONUMENTED       CGS
 BX0238  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0238
 BX0238                          STATION DESCRIPTION
 BX0238
 BX0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0238'2.5 MI W FROM RHINEHART.
 BX0238'2.5 MI W OF STATION ALONG THE L AND A R R 74 FEET N OF CENTER OF
 BX0238'TRACK.  AT COUNTRY ROAD CROSSING.  20 FEET W OF ROAD.  OPPOSITE
 BX0238'MILEPOST 193.  250 YARDS W OF W END OF SMALL CUT.
 BX0238
 BX0238                          STATION RECOVERY (1981)
 BX0238
 BX0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1953 ***********************************************************************
 BX1953  DESIGNATION -  E 43
 BX1953  PID         -  BX1953
 BX1953  STATE/COUNTY-  LA/VERNON
 BX1953  USGS QUAD   -  LEESVILLE (1994)
 BX1953
 BX1953                         *CURRENT SURVEY CONTROL
 BX1953  ___________________________________________________________________
 BX1953* NAD 83(1986)-  31 09 30.     (N)    093 21 25.     (W)     SCALED    
 BX1953* NAVD 88     -        63.30   (+/-2cm)     207.7    (feet)  VERTCON   
 BX1953  ___________________________________________________________________
 BX1953  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BX1953
 BX1953  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1953
 BX1953.The horizontal coordinates were scaled from a topographic map and have
 BX1953.an estimated accuracy of +/- 6 seconds.
 BX1953
 BX1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1953.The vertical order pertains to the NGVD 29 superseded value.
 BX1953
 BX1953.The geoid height was determined by GEOID03.
 BX1953
 BX1953;                    North         East    Units  Estimated Accuracy
 BX1953;SPC LA N     -    73,320.      918,290.      MT  (+/- 180 meters Scaled)
 BX1953
 BX1953                          SUPERSEDED SURVEY CONTROL
 BX1953
 BX1953  NGVD 29 (??/??/??)   63.404  (m)          208.02   (f) ADJUSTED    2 0
 BX1953
 BX1953.Superseded values are not recommended for survey control.
 BX1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1953.See file dsdata.txt to determine how the superseded data were derived.
 BX1953
 BX1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ659472(NAD 83)
 BX1953_MARKER: DB = BENCH MARK DISK
 BX1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1953_STAMPING: E 43 1935
 BX1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1953+STABILITY: SURFACE MOTION
 BX1953
 BX1953  HISTORY     - Date     Condition        Report By
 BX1953  HISTORY     - 1935     MONUMENTED       CGS
 BX1953  HISTORY     - 1943     GOOD             CGS
 BX1953  HISTORY     - 19921010 MARK NOT FOUND   LADTD
 BX1953  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1953  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1953
 BX1953                          STATION DESCRIPTION
 BX1953
 BX1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1953'6.2 MI W FROM LEESVILLE.
 BX1953'6.2 MILES WEST ALONG STATE HIGHWAY 21 FROM THE PARISH COURTHOUSE AT
 BX1953'LEESVILLE, VERNON PARISH, 460 YARDS NORTH OF A COUNTRY STORE, 70 FEET
 BX1953'WEST OF A BRIDGE, 45 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BX1953'AND 10 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED E
 BX1953'43 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX1953
 BX1953                          STATION RECOVERY (1992)
 BX1953
 BX1953'RECOVERY NOTE BY LA TRANSP AND DEV 1992 (TLH)
 BX1953'THE STATION WAS SEARCHED FOR AND NOT FOUND AND IS PRESUMED DESTROYED
 BX1953'DUE TO ROAD CONSTRUCTION.
 BX1953
 BX1953                          STATION RECOVERY (1994)
 BX1953
 BX1953'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1953'MARK NOT FOUND.
 BX1953
 BX1953                          STATION RECOVERY (2001)
 BX1953
 BX1953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1953'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1260 ***********************************************************************
 BK1260  DESIGNATION -  E 44=TT 25 N USGS
 BK1260  PID         -  BK1260
 BK1260  STATE/COUNTY-  LA/VERNON
 BK1260  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1260
 BK1260                         *CURRENT SURVEY CONTROL
 BK1260  ___________________________________________________________________
 BK1260* NAD 83(1986)-  30 53 51.     (N)    093 10 23.     (W)     SCALED    
 BK1260* NAVD 88     -        61.62   (+/-2cm)     202.2    (feet)  VERTCON   
 BK1260  ___________________________________________________________________
 BK1260  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BK1260
 BK1260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1260
 BK1260.The horizontal coordinates were scaled from a topographic map and have
 BK1260.an estimated accuracy of +/- 6 seconds.
 BK1260
 BK1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1260.The vertical order pertains to the NGVD 29 superseded value.
 BK1260
 BK1260.The geoid height was determined by GEOID03.
 BK1260
 BK1260;                    North         East    Units  Estimated Accuracy
 BK1260;SPC LA N     -    44,280.      935,650.      MT  (+/- 180 meters Scaled)
 BK1260
 BK1260                          SUPERSEDED SURVEY CONTROL
 BK1260
 BK1260  NGVD 29 (??/??/??)   61.731  (m)          202.53   (f) ADJUSTED    2 0
 BK1260
 BK1260.Superseded values are not recommended for survey control.
 BK1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1260.See file dsdata.txt to determine how the superseded data were derived.
 BK1260
 BK1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ834182(NAD 83)
 BK1260_MARKER: DD = SURVEY DISK
 BK1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1260_STAMPING: E 44 1934
 BK1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1260+STABILITY: SURFACE MOTION
 BK1260
 BK1260  HISTORY     - Date     Condition        Report By
 BK1260  HISTORY     - 1934     MONUMENTED       CGS
 BK1260  HISTORY     - 1961     MARK NOT FOUND   USGS
 BK1260
 BK1260                          STATION DESCRIPTION
 BK1260
 BK1260'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BK1260'8.1 MI E FROM DE RIDDER.
 BK1260'IN VERNON PARISH, 8.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE
 BK1260'RAILWAY FROM THE STATION AT DE RIDDER, BEAUREGARD PARISH, 42 FEET
 BK1260'NORTH OF CHASMORE STATION, AT A ROAD CROSSING, AND 50 FEET NORTH OF
 BK1260'THE CENTERLINE OF THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 BK1260'STAMPED E 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1317 ***********************************************************************
 CQ1317  DESIGNATION -  E 47
 CQ1317  PID         -  CQ1317
 CQ1317  STATE/COUNTY-  LA/CLAIBORNE
 CQ1317  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ1317
 CQ1317                         *CURRENT SURVEY CONTROL
 CQ1317  ___________________________________________________________________
 CQ1317* NAD 83(1986)-  32 53 58.     (N)    093 06 37.     (W)     SCALED    
 CQ1317* NAVD 88     -        87.178  (meters)     286.02   (feet)  ADJUSTED  
 CQ1317  ___________________________________________________________________
 CQ1317  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ1317  DYNAMIC HT  -          87.081 (meters)     285.70  (feet)  COMP
 CQ1317  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 CQ1317
 CQ1317  VERT ORDER  -  SECOND    CLASS 0
 CQ1317
 CQ1317.The horizontal coordinates were scaled from a topographic map and have
 CQ1317.an estimated accuracy of +/- 6 seconds.
 CQ1317
 CQ1317.The orthometric height was determined by differential leveling
 CQ1317.and adjusted by the National Geodetic Survey in June 1991..
 CQ1317
 CQ1317.The geoid height was determined by GEOID03.
 CQ1317
 CQ1317.The dynamic height is computed by dividing the NAVD 88
 CQ1317.geopotential number by the normal gravity value computed on the
 CQ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1317.degrees latitude (g = 980.6199 gals.).
 CQ1317
 CQ1317.The modeled gravity was interpolated from observed gravity values.
 CQ1317
 CQ1317;                    North         East    Units  Estimated Accuracy
 CQ1317;SPC LA N     -   266,210.      942,900.      MT  (+/- 180 meters Scaled)
 CQ1317
 CQ1317                          SUPERSEDED SURVEY CONTROL
 CQ1317
 CQ1317  NGVD 29 (??/??/??)   87.236  (m)          286.21   (f) ADJUSTED    2 0
 CQ1317
 CQ1317.Superseded values are not recommended for survey control.
 CQ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1317.See file dsdata.txt to determine how the superseded data were derived.
 CQ1317
 CQ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS896401(NAD 83)
 CQ1317_MARKER: DB = BENCH MARK DISK
 CQ1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1317_STAMPING: E 47 1934
 CQ1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1317+STABILITY: SURFACE MOTION
 CQ1317
 CQ1317  HISTORY     - Date     Condition        Report By
 CQ1317  HISTORY     - 1934     MONUMENTED       CGS
 CQ1317  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1317
 CQ1317                          STATION DESCRIPTION
 CQ1317
 CQ1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1317'4.6 MI SE FROM HAYNESVILLE.
 CQ1317'4.6 MILES SOUTHEAST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1317'HAYNESVILLE, CLAIBORNE PARISH, 0.65 MILE SOUTHEAST OF MILEPOST 33, 250
 CQ1317'YARDS SOUTHEAST OF BRIDGE 33.5, AT A DIM ROAD CROSSING, 20 FEET EAST
 CQ1317'OF THE ROAD, AND 24 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. A
 CQ1317'STANDARD DISK, STAMPED E 47 1934 AND SET IN THE TOP OF A CONCRETE
 CQ1317'POST.
 CQ1317
 CQ1317                          STATION RECOVERY (1982)
 CQ1317
 CQ1317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1043 ***********************************************************************
 CQ1043  DESIGNATION -  E 48
 CQ1043  PID         -  CQ1043
 CQ1043  STATE/COUNTY-  LA/CLAIBORNE
 CQ1043  USGS QUAD   -  SUMMERFIELD (1986)
 CQ1043
 CQ1043                         *CURRENT SURVEY CONTROL
 CQ1043  ___________________________________________________________________
 CQ1043* NAD 83(1986)-  32 57 29.     (N)    092 45 49.     (W)     SCALED    
 CQ1043* NAVD 88     -        60.577  (meters)     198.74   (feet)  ADJUSTED  
 CQ1043  ___________________________________________________________________
 CQ1043  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1043  DYNAMIC HT  -          60.510 (meters)     198.52  (feet)  COMP
 CQ1043  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CQ1043
 CQ1043  VERT ORDER  -  SECOND    CLASS 0
 CQ1043
 CQ1043.The horizontal coordinates were scaled from a topographic map and have
 CQ1043.an estimated accuracy of +/- 6 seconds.
 CQ1043
 CQ1043.The orthometric height was determined by differential leveling
 CQ1043.and adjusted by the National Geodetic Survey in June 1991..
 CQ1043
 CQ1043.The geoid height was determined by GEOID03.
 CQ1043
 CQ1043.The dynamic height is computed by dividing the NAVD 88
 CQ1043.geopotential number by the normal gravity value computed on the
 CQ1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1043.degrees latitude (g = 980.6199 gals.).
 CQ1043
 CQ1043.The modeled gravity was interpolated from observed gravity values.
 CQ1043
 CQ1043;                    North         East    Units  Estimated Accuracy
 CQ1043;SPC LA N     -   272,580.      975,350.      MT  (+/- 180 meters Scaled)
 CQ1043
 CQ1043                          SUPERSEDED SURVEY CONTROL
 CQ1043
 CQ1043  NGVD 29 (??/??/??)   60.678  (m)          199.07   (f) ADJUSTED    2 0
 CQ1043
 CQ1043.Superseded values are not recommended for survey control.
 CQ1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1043.See file dsdata.txt to determine how the superseded data were derived.
 CQ1043
 CQ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS220466(NAD 83)
 CQ1043_MARKER: DB = BENCH MARK DISK
 CQ1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1043_STAMPING: E 48 1934
 CQ1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1043+STABILITY: SURFACE MOTION
 CQ1043
 CQ1043  HISTORY     - Date     Condition        Report By
 CQ1043  HISTORY     - 1934     MONUMENTED       CGS
 CQ1043  HISTORY     - 1943     GOOD             CGS
 CQ1043  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1043
 CQ1043                          STATION DESCRIPTION
 CQ1043
 CQ1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1043'4.6 MI SW FROM JUNCTION CITY.
 CQ1043'IN CLAIBORNE PARISH, LOUISIANA, 4.6 MILES SOUTHWEST ALONG LOUISIANA
 CQ1043'STATE HIGHWAY 115 FROM JUNCTION CITY, UNION COUNTY, ARKANSAS, ABOUT 45
 CQ1043'FEET NORTH OF THE NORTHEAST CORNER OF A BUILDING ORIGINALLY USED AS A
 CQ1043'SERVICE STATION, AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A
 CQ1043'STANDARD DISK, STAMPED E 48 1934 AND SET IN THE TOP OF A CONCRETE
 CQ1043'POST.
 CQ1043
 CQ1043                          STATION RECOVERY (1982)
 CQ1043
 CQ1043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0968 ***********************************************************************
 CQ0968  DESIGNATION -  E 49
 CQ0968  PID         -  CQ0968
 CQ0968  STATE/COUNTY-  LA/LINCOLN
 CQ0968  USGS QUAD   -  RUSTON EAST (1994)
 CQ0968
 CQ0968                         *CURRENT SURVEY CONTROL
 CQ0968  ___________________________________________________________________
 CQ0968* NAD 83(1986)-  32 32 09.     (N)    092 36 13.     (W)     SCALED    
 CQ0968* NAVD 88     -        74.776  (meters)     245.33   (feet)  ADJUSTED  
 CQ0968  ___________________________________________________________________
 CQ0968  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0968  DYNAMIC HT  -          74.692 (meters)     245.05  (feet)  COMP
 CQ0968  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 CQ0968
 CQ0968  VERT ORDER  -  FIRST     CLASS I
 CQ0968
 CQ0968.The horizontal coordinates were scaled from a topographic map and have
 CQ0968.an estimated accuracy of +/- 6 seconds.
 CQ0968
 CQ0968.The orthometric height was determined by differential leveling
 CQ0968.and adjusted by the National Geodetic Survey in June 1991..
 CQ0968
 CQ0968.The geoid height was determined by GEOID03.
 CQ0968
 CQ0968.The dynamic height is computed by dividing the NAVD 88
 CQ0968.geopotential number by the normal gravity value computed on the
 CQ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0968.degrees latitude (g = 980.6199 gals.).
 CQ0968
 CQ0968.The modeled gravity was interpolated from observed gravity values.
 CQ0968
 CQ0968;                    North         East    Units  Estimated Accuracy
 CQ0968;SPC LA N     -   225,730.      990,270.      MT  (+/- 180 meters Scaled)
 CQ0968
 CQ0968                          SUPERSEDED SURVEY CONTROL
 CQ0968
 CQ0968  NGVD 29 (??/??/??)   74.843  (m)          245.55   (f) ADJUSTED    1 1
 CQ0968
 CQ0968.Superseded values are not recommended for survey control.
 CQ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0968.See file dsdata.txt to determine how the superseded data were derived.
 CQ0968
 CQ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR372999(NAD 83)
 CQ0968_MARKER: DB = BENCH MARK DISK
 CQ0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0968_STAMPING: E 49 1935
 CQ0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0968+STABILITY: SURFACE MOTION
 CQ0968
 CQ0968  HISTORY     - Date     Condition        Report By
 CQ0968  HISTORY     - 1935     MONUMENTED       CGS
 CQ0968  HISTORY     - 1969     GOOD             CGS
 CQ0968  HISTORY     - 1980     GOOD             LADTD
 CQ0968  HISTORY     - 1987     GOOD             USPSQD
 CQ0968  HISTORY     - 20040131 GOOD             USPSQD
 CQ0968
 CQ0968                          STATION DESCRIPTION
 CQ0968
 CQ0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0968'2.45 MI E FROM RUSTON.
 CQ0968'ABOUT 0.3 MILE NORTH ALONG VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND
 CQ0968'167 FROM THE COURTHOUSE AT RUSTON, THENCE 2.15 MILES EAST ALONG U.S.
 CQ0968'HIGHWAY 80, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 143 FEET
 CQ0968'NORTH AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A HOUSE, 15
 CQ0968'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4 FEET WEST OF A
 CQ0968'POWER POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 CQ0968'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0968'PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ0968
 CQ0968                          STATION RECOVERY (1980)
 CQ0968
 CQ0968'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0968'RECOVERED IN GOOD CONDITION.
 CQ0968
 CQ0968                          STATION RECOVERY (1987)
 CQ0968
 CQ0968'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0968'RECOVERED IN GOOD CONDITION.
 CQ0968
 CQ0968                          STATION RECOVERY (2004)
 CQ0968
 CQ0968'RECOVERY NOTE BY US POWER SQUADRON 2004 (TS)
 CQ0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3444 ***********************************************************************
 BJ3444  DESIGNATION -  E 4973 LAGS
 BJ3444  PID         -  BJ3444
 BJ3444  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3444  USGS QUAD   -  CLINTON (1994)
 BJ3444
 BJ3444                         *CURRENT SURVEY CONTROL
 BJ3444  ___________________________________________________________________
 BJ3444* NAD 83(1986)-  30 52 01.     (N)    091 01 08.     (W)     SCALED    
 BJ3444* NAVD 88     -        61.399  (meters)     201.44   (feet)  ADJUSTED  
 BJ3444  ___________________________________________________________________
 BJ3444  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3444  DYNAMIC HT  -          61.320 (meters)     201.18  (feet)  COMP
 BJ3444  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BJ3444
 BJ3444  VERT ORDER  -  SECOND    CLASS I
 BJ3444
 BJ3444.The horizontal coordinates were scaled from a topographic map and have
 BJ3444.an estimated accuracy of +/- 6 seconds.
 BJ3444
 BJ3444.The orthometric height was determined by differential leveling
 BJ3444.and adjusted by the National Geodetic Survey in February 1994..
 BJ3444
 BJ3444.The geoid height was determined by GEOID03.
 BJ3444
 BJ3444.The dynamic height is computed by dividing the NAVD 88
 BJ3444.geopotential number by the normal gravity value computed on the
 BJ3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3444.degrees latitude (g = 980.6199 gals.).
 BJ3444
 BJ3444.The modeled gravity was interpolated from observed gravity values.
 BJ3444
 BJ3444;                    North         East    Units  Estimated Accuracy
 BJ3444;SPC LA S     -   262,410.    1,030,070.      MT  (+/- 180 meters Scaled)
 BJ3444
 BJ3444                          SUPERSEDED SURVEY CONTROL
 BJ3444
 BJ3444.No superseded survey control is available for this station.
 BJ3444
 BJ3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ894165(NAD 83)
 BJ3444_MARKER: DB = BENCH MARK DISK
 BJ3444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3444_SP_SET: CONCRETE POST
 BJ3444_STAMPING: E 4973
 BJ3444_MARK LOGO: LAGS  
 BJ3444_PROJECTION: PROJECTING 13 CENTIMETERS
 BJ3444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3444+STABILITY: SURFACE MOTION
 BJ3444
 BJ3444  HISTORY     - Date     Condition        Report By
 BJ3444  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3444  HISTORY     - 1984     GOOD             LADTD
 BJ3444  HISTORY     - 1984     GOOD             LADTD
 BJ3444
 BJ3444                          STATION DESCRIPTION
 BJ3444
 BJ3444'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3444'IN CLINTON.
 BJ3444'IN CLINTON, THE BENCH MARK IS SET BEHIND THE EAST FELICIANA PARISH
 BJ3444'COURTHOUSE IN THE NORTHWEST QUADRANT OF THE JUNCTION OF BANK AND
 BJ3444'WOODVILLE STREETS, 8.4 METERS (27.5 FEET) WEST OF THE CENTER OF BANK
 BJ3444'STREET, 7.2 METERS (23.5 FEET) NORTH OF THE CENTER OF WOODVILLE
 BJ3444'STREET, 1.2 METERS (4 FEET) NORTH OF A FIRE HYDRANT, 0.6 METER (2
 BJ3444'FEET) NORTH-NORTHWEST OF A POWER POLE.
 BJ3444'THE MARK IS 0.76 METERS  ENE FROM A WITNESS POST.
 BJ3444'THE MARK IS ABOVE LEVEL WITH WOODVILLE STREET.
 BJ3444
 BJ3444                          STATION RECOVERY (1984)
 BJ3444
 BJ3444'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3443 ***********************************************************************
 BJ3443  DESIGNATION -  E 4974 LAGS RESET 1982
 BJ3443  PID         -  BJ3443
 BJ3443  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3443  USGS QUAD   -  CLINTON (1994)
 BJ3443
 BJ3443                         *CURRENT SURVEY CONTROL
 BJ3443  ___________________________________________________________________
 BJ3443* NAD 83(1986)-  30 51 58.     (N)    091 01 07.     (W)     SCALED    
 BJ3443* NAVD 88     -        63.502  (meters)     208.34   (feet)  ADJUSTED  
 BJ3443  ___________________________________________________________________
 BJ3443  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3443  DYNAMIC HT  -          63.419 (meters)     208.07  (feet)  COMP
 BJ3443  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3443
 BJ3443  VERT ORDER  -  SECOND    CLASS I
 BJ3443
 BJ3443.The horizontal coordinates were scaled from a topographic map and have
 BJ3443.an estimated accuracy of +/- 6 seconds.
 BJ3443
 BJ3443.The orthometric height was determined by differential leveling
 BJ3443.and adjusted by the National Geodetic Survey in February 1994..
 BJ3443
 BJ3443.The geoid height was determined by GEOID03.
 BJ3443
 BJ3443.The dynamic height is computed by dividing the NAVD 88
 BJ3443.geopotential number by the normal gravity value computed on the
 BJ3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3443.degrees latitude (g = 980.6199 gals.).
 BJ3443
 BJ3443.The modeled gravity was interpolated from observed gravity values.
 BJ3443
 BJ3443;                    North         East    Units  Estimated Accuracy
 BJ3443;SPC LA S     -   262,320.    1,030,100.      MT  (+/- 180 meters Scaled)
 BJ3443
 BJ3443                          SUPERSEDED SURVEY CONTROL
 BJ3443
 BJ3443.No superseded survey control is available for this station.
 BJ3443
 BJ3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ894164(NAD 83)
 BJ3443_MARKER: DB = BENCH MARK DISK
 BJ3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3443_SP_SET: CONCRETE POST
 BJ3443_STAMPING: E 4974 RESET 1982
 BJ3443_MARK LOGO: LAGS  
 BJ3443_PROJECTION: FLUSH
 BJ3443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3443+STABILITY: SURFACE MOTION
 BJ3443
 BJ3443  HISTORY     - Date     Condition        Report By
 BJ3443  HISTORY     - 1982     MONUMENTED       LAGS
 BJ3443  HISTORY     - 1984     GOOD             LADTD
 BJ3443  HISTORY     - 1984     GOOD             LADTD
 BJ3443
 BJ3443                          STATION DESCRIPTION
 BJ3443
 BJ3443'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3443'IN CLINTON.
 BJ3443'IN CLINTON, THE BENCH MARK IS SET ON THE SOUTHWEST CORNER OF THE
 BJ3443'COURTYARD AT THE EAST FELICIANA PARISH COURTHOUSE, 34.7 METERS (114
 BJ3443'FEET) SOUTHWEST OF THE SOUTHWEST COLUMN OF THE COURTHOUSE, 19.2 METERS
 BJ3443'(63 FEET) NORTH OF THE CENTER OF STATE HIGHWAY 10, 14.6 METERS (48
 BJ3443'FEET) EAST OF THE CENTER OF BANK STREET, 6.4 METERS (21 FEET)
 BJ3443'SOUTH-SOUTHWEST OF A 36-INCH LIVE OAK TREE.
 BJ3443'THE MARK IS 6.40 METERS  SSW FROM  A LIVE OAK TREE
 BJ3443'THE MARK IS 0.91 M ABOVE HIGHWAY 10.
 BJ3443
 BJ3443                          STATION RECOVERY (1984)
 BJ3443
 BJ3443'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3588 ***********************************************************************
 BJ3588  DESIGNATION -  E 4982 LAGS RESET 1974
 BJ3588  PID         -  BJ3588
 BJ3588  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3588  USGS QUAD   -  FELPS (1984)
 BJ3588
 BJ3588                         *CURRENT SURVEY CONTROL
 BJ3588  ___________________________________________________________________
 BJ3588* NAD 83(1986)-  30 52 38.     (N)    090 59 07.     (W)     SCALED    
 BJ3588* NAVD 88     -        87.417  (meters)     286.80   (feet)  ADJUSTED  
 BJ3588  ___________________________________________________________________
 BJ3588  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3588  DYNAMIC HT  -          87.304 (meters)     286.43  (feet)  COMP
 BJ3588  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BJ3588
 BJ3588  VERT ORDER  -  SECOND    CLASS I
 BJ3588
 BJ3588.The horizontal coordinates were scaled from a topographic map and have
 BJ3588.an estimated accuracy of +/- 6 seconds.
 BJ3588
 BJ3588.The orthometric height was determined by differential leveling
 BJ3588.and adjusted by the National Geodetic Survey in February 1994..
 BJ3588
 BJ3588.The geoid height was determined by GEOID03.
 BJ3588
 BJ3588.The dynamic height is computed by dividing the NAVD 88
 BJ3588.geopotential number by the normal gravity value computed on the
 BJ3588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3588.degrees latitude (g = 980.6199 gals.).
 BJ3588
 BJ3588.The modeled gravity was interpolated from observed gravity values.
 BJ3588
 BJ3588;                    North         East    Units  Estimated Accuracy
 BJ3588;SPC LA S     -   263,560.    1,033,290.      MT  (+/- 180 meters Scaled)
 BJ3588
 BJ3588                          SUPERSEDED SURVEY CONTROL
 BJ3588
 BJ3588.No superseded survey control is available for this station.
 BJ3588
 BJ3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ926177(NAD 83)
 BJ3588_MARKER: DB = BENCH MARK DISK
 BJ3588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3588_SP_SET: CONCRETE POST
 BJ3588_STAMPING: E 4982 RESET 1974
 BJ3588_MARK LOGO: LAGS  
 BJ3588_PROJECTION: FLUSH
 BJ3588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3588+STABILITY: SURFACE MOTION
 BJ3588
 BJ3588  HISTORY     - Date     Condition        Report By
 BJ3588  HISTORY     - 1974     MONUMENTED       LAGS
 BJ3588  HISTORY     - 1984     GOOD             LADTD
 BJ3588
 BJ3588                          STATION DESCRIPTION
 BJ3588
 BJ3588'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3588'3.5 KM (2.2 MI) EAST FROM CLINTON.
 BJ3588'ABOUT 3.5 KM (2.2 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3588'CLINTON TO THE BENCH MARK ON THE RIGHT NEAR A FENCE, 20.7 METERS
 BJ3588'(68 FT) SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 10, 10.4 METERS
 BJ3588'(34 FT) WEST-SOUTHWEST OF A POWER POLE, AND 1.2 METERS (4 FT)
 BJ3588'NORTH-NORTHWEST OF A 5-STRAND BARB WIRE FENCE.
 BJ3588'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3588'THE MARK IS 3.05 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3587 ***********************************************************************
 BJ3587  DESIGNATION -  E 4984 LAGS RESET 1974
 BJ3587  PID         -  BJ3587
 BJ3587  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3587  USGS QUAD   -  FELPS (1984)
 BJ3587
 BJ3587                         *CURRENT SURVEY CONTROL
 BJ3587  ___________________________________________________________________
 BJ3587* NAD 83(1986)-  30 52 43.     (N)    090 58 26.     (W)     SCALED    
 BJ3587* NAVD 88     -        85.937  (meters)     281.94   (feet)  ADJUSTED  
 BJ3587  ___________________________________________________________________
 BJ3587  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3587  DYNAMIC HT  -          85.826 (meters)     281.58  (feet)  COMP
 BJ3587  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ3587
 BJ3587  VERT ORDER  -  SECOND    CLASS I
 BJ3587
 BJ3587.The horizontal coordinates were scaled from a topographic map and have
 BJ3587.an estimated accuracy of +/- 6 seconds.
 BJ3587
 BJ3587.The orthometric height was determined by differential leveling
 BJ3587.and adjusted by the National Geodetic Survey in February 1994..
 BJ3587
 BJ3587.The geoid height was determined by GEOID03.
 BJ3587
 BJ3587.The dynamic height is computed by dividing the NAVD 88
 BJ3587.geopotential number by the normal gravity value computed on the
 BJ3587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3587.degrees latitude (g = 980.6199 gals.).
 BJ3587
 BJ3587.The modeled gravity was interpolated from observed gravity values.
 BJ3587
 BJ3587;                    North         East    Units  Estimated Accuracy
 BJ3587;SPC LA S     -   263,720.    1,034,370.      MT  (+/- 180 meters Scaled)
 BJ3587
 BJ3587                          SUPERSEDED SURVEY CONTROL
 BJ3587
 BJ3587.No superseded survey control is available for this station.
 BJ3587
 BJ3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ936179(NAD 83)
 BJ3587_MARKER: DB = BENCH MARK DISK
 BJ3587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3587_SP_SET: CONCRETE POST
 BJ3587_STAMPING: E 4984 RESET 1974
 BJ3587_MARK LOGO: LAGS  
 BJ3587_PROJECTION: FLUSH
 BJ3587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3587+STABILITY: SURFACE MOTION
 BJ3587
 BJ3587  HISTORY     - Date     Condition        Report By
 BJ3587  HISTORY     - 1974     MONUMENTED       LAGS
 BJ3587  HISTORY     - 1984     GOOD             LADTD
 BJ3587
 BJ3587                          STATION DESCRIPTION
 BJ3587
 BJ3587'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3587'4.6 KM (2.9 MI) EAST FROM CLINTON.
 BJ3587'ABOUT 4.6 KM (2.85 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3587'CLINTON TO THE BENCH MARK ON THE LEFT AT THE JUNCTION WITH STATE
 BJ3587'HIGHWAY 961, 29.6 METERS (97 FT) WEST OF THE CENTER OF HIGHWAY 961,
 BJ3587'16.5 METERS (54 FT) NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 10,
 BJ3587'10.8 METERS (35.5 FT) NORTH-NORTHEAST OF THE EAST END OF A CONCRETE
 BJ3587'PIPE UNDER DRIVEWAY, AND 0.3 METER (1 FT) SOUTH OF A RIGHT-OF-WAY
 BJ3587'MARKER.
 BJ3587'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3587'THE MARK IS 1.22 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1789 ***********************************************************************
 BJ1789  DESIGNATION -  E 4986 LAGS RESET 1974
 BJ1789  PID         -  BJ1789
 BJ1789  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1789  USGS QUAD   -  FELPS (1984)
 BJ1789
 BJ1789                         *CURRENT SURVEY CONTROL
 BJ1789  ___________________________________________________________________
 BJ1789* NAD 83(1986)-  30 52 43.     (N)    090 57 52.     (W)     SCALED    
 BJ1789* NAVD 88     -        83.734  (meters)     274.72   (feet)  ADJUSTED  
 BJ1789  ___________________________________________________________________
 BJ1789  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ1789  DYNAMIC HT  -          83.626 (meters)     274.36  (feet)  COMP
 BJ1789  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ1789
 BJ1789  VERT ORDER  -  SECOND    CLASS I
 BJ1789
 BJ1789.The horizontal coordinates were scaled from a topographic map and have
 BJ1789.an estimated accuracy of +/- 6 seconds.
 BJ1789
 BJ1789.The orthometric height was determined by differential leveling
 BJ1789.and adjusted by the National Geodetic Survey in February 1994..
 BJ1789
 BJ1789.The geoid height was determined by GEOID03.
 BJ1789
 BJ1789.The dynamic height is computed by dividing the NAVD 88
 BJ1789.geopotential number by the normal gravity value computed on the
 BJ1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1789.degrees latitude (g = 980.6199 gals.).
 BJ1789
 BJ1789.The modeled gravity was interpolated from observed gravity values.
 BJ1789
 BJ1789;                    North         East    Units  Estimated Accuracy
 BJ1789;SPC LA S     -   263,720.    1,035,280.      MT  (+/- 180 meters Scaled)
 BJ1789
 BJ1789                          SUPERSEDED SURVEY CONTROL
 BJ1789
 BJ1789  NGVD 29 (??/??/??)   83.67   (m)          274.5    (f) RESET       3  
 BJ1789
 BJ1789.Superseded values are not recommended for survey control.
 BJ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1789.See file dsdata.txt to determine how the superseded data were derived.
 BJ1789
 BJ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ945179(NAD 83)
 BJ1789_MARKER: DD = SURVEY DISK
 BJ1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1789_STAMPING: E 4986 RESET 1974
 BJ1789_MARK LOGO: LAGS  
 BJ1789_PROJECTION: FLUSH
 BJ1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1789+STABILITY: SURFACE MOTION
 BJ1789
 BJ1789  HISTORY     - Date     Condition        Report By
 BJ1789  HISTORY     - 1974     MONUMENTED       LADH
 BJ1789  HISTORY     - 1974     GOOD             NGS
 BJ1789  HISTORY     - 1984     GOOD             LADTD
 BJ1789
 BJ1789                          STATION DESCRIPTION
 BJ1789
 BJ1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BJ1789'3.6 MI E FROM CLINTON.
 BJ1789'LOCATED 3.6 MILES EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ1789'CLINTON.  IT IS 58 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 BJ1789'SOUTHEAST OF A POWER POLE, 58 FEET WEST OF THE CENTERLINE OF A
 BJ1789'DRIVEWAY TO A BRICK HOUSE AND 1 FOOT NORTH OF A METAL WITNESS POST. IT
 BJ1789'IS A LOUISIANA GEODETIC DISK SET IN THE TOP OF AN 8-INCH SQUARE
 BJ1789'CONCRETE POST FLUSH WITH THE GROUND.
 BJ1789
 BJ1789                          STATION RECOVERY (1984)
 BJ1789
 BJ1789'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1789'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 5.6 KM
 BJ1789'(3.45 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN CLINTON TO
 BJ1789'THE BENCH MARK ON THE LEFT WEST OF A GRAVEL DRIVE NEAR A POWER POLE
 BJ1789'WITH TRANSFORMER, 16.2 METERS (53 FT) NORTH-NORTHWEST OF THE CENTER OF
 BJ1789'HIGHWAY 10, 15.8 METERS (52 FT) WEST OF THE CENTER OF A GRAVEL DRIVE,
 BJ1789'0.9 METERS (3 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER,
 BJ1789'AND 0.3 METER (1 FT) SOUTH OF A BARB WIRE FENCE RUNNING EAST-WEST.
 BJ1789'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ1789'THE MARK IS 1.22 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3585 ***********************************************************************
 BJ3585  DESIGNATION -  E 4993 LAGS RESET 1974
 BJ3585  PID         -  BJ3585
 BJ3585  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3585  USGS QUAD   -  FELPS (1984)
 BJ3585
 BJ3585                         *CURRENT SURVEY CONTROL
 BJ3585  ___________________________________________________________________
 BJ3585* NAD 83(1986)-  30 52 44.     (N)    090 55 42.     (W)     SCALED    
 BJ3585* NAVD 88     -        90.628  (meters)     297.34   (feet)  ADJUSTED  
 BJ3585  ___________________________________________________________________
 BJ3585  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3585  DYNAMIC HT  -          90.511 (meters)     296.95  (feet)  COMP
 BJ3585  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 BJ3585
 BJ3585  VERT ORDER  -  SECOND    CLASS I
 BJ3585
 BJ3585.The horizontal coordinates were scaled from a topographic map and have
 BJ3585.an estimated accuracy of +/- 6 seconds.
 BJ3585
 BJ3585.The orthometric height was determined by differential leveling
 BJ3585.and adjusted by the National Geodetic Survey in February 1994..
 BJ3585
 BJ3585.The geoid height was determined by GEOID03.
 BJ3585
 BJ3585.The dynamic height is computed by dividing the NAVD 88
 BJ3585.geopotential number by the normal gravity value computed on the
 BJ3585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3585.degrees latitude (g = 980.6199 gals.).
 BJ3585
 BJ3585.The modeled gravity was interpolated from observed gravity values.
 BJ3585
 BJ3585;                    North         East    Units  Estimated Accuracy
 BJ3585;SPC LA S     -   263,770.    1,038,730.      MT  (+/- 180 meters Scaled)
 BJ3585
 BJ3585                          SUPERSEDED SURVEY CONTROL
 BJ3585
 BJ3585.No superseded survey control is available for this station.
 BJ3585
 BJ3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ980180(NAD 83)
 BJ3585_MARKER: DB = BENCH MARK DISK
 BJ3585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3585_SP_SET: CONCRETE POST
 BJ3585_STAMPING: E 4993 RESET 1974
 BJ3585_MARK LOGO: LAGS  
 BJ3585_PROJECTION: FLUSH
 BJ3585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3585+STABILITY: SURFACE MOTION
 BJ3585
 BJ3585  HISTORY     - Date     Condition        Report By
 BJ3585  HISTORY     - 1974     MONUMENTED       LAGS
 BJ3585  HISTORY     - 1984     GOOD             LADTD
 BJ3585
 BJ3585                          STATION DESCRIPTION
 BJ3585
 BJ3585'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3585'9.2 KM (5.7 MI) EAST FROM CLINTON.
 BJ3585'ABOUT 9.2 KM (5.7 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3585'CLINTON TO THE BENCH MARK ON THE LEFT NEAR A POWER POLE WITH
 BJ3585'TRANSFORMER, 12.8 METERS (42 FT) NORTH-NORTHWEST OF THE CENTER OF
 BJ3585'HIGHWAY 10, 9.3 METERS (30.5 FT) NORTH-NORTHEAST OF THE WEST END OF
 BJ3585'CONCRETE PIPE UNDER GRAVEL DRIVE, AND 1.2 METERS (4 FT) EAST-NORTHEAST
 BJ3585'OF A POWER POLE WITH TRANSFORMER.
 BJ3585'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3585'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0951 ***********************************************************************
 CQ0951  DESIGNATION -  E 50
 CQ0951  PID         -  CQ0951
 CQ0951  STATE/COUNTY-  LA/WINN
 CQ0951  USGS QUAD   -  HUDSON (1985)
 CQ0951
 CQ0951                         *CURRENT SURVEY CONTROL
 CQ0951  ___________________________________________________________________
 CQ0951* NAD 83(1986)-  32 02 24.     (N)    092 30 12.     (W)     SCALED    
 CQ0951* NAVD 88     -        53.34   (+/-2cm)     175.0    (feet)  VERTCON   
 CQ0951  ___________________________________________________________________
 CQ0951  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0951
 CQ0951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0951
 CQ0951.The horizontal coordinates were scaled from a topographic map and have
 CQ0951.an estimated accuracy of +/- 6 seconds.
 CQ0951
 CQ0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0951.The vertical order pertains to the NGVD 29 superseded value.
 CQ0951
 CQ0951.The geoid height was determined by GEOID03.
 CQ0951
 CQ0951;                    North         East    Units  Estimated Accuracy
 CQ0951;SPC LA N     -   170,750.      999,690.      MT  (+/- 180 meters Scaled)
 CQ0951
 CQ0951                          SUPERSEDED SURVEY CONTROL
 CQ0951
 CQ0951  NGVD 29 (??/??/??)   53.366  (m)          175.09   (f) ADJUSTED    2 0
 CQ0951
 CQ0951.Superseded values are not recommended for survey control.
 CQ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0951.See file dsdata.txt to determine how the superseded data were derived.
 CQ0951
 CQ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR468449(NAD 83)
 CQ0951_MARKER: DB = BENCH MARK DISK
 CQ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0951_STAMPING: E 50 1935
 CQ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0951+STABILITY: SURFACE MOTION
 CQ0951
 CQ0951  HISTORY     - Date     Condition        Report By
 CQ0951  HISTORY     - 1935     MONUMENTED       CGS
 CQ0951
 CQ0951                          STATION DESCRIPTION
 CQ0951
 CQ0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0951'3 MI S FROM SIKES.
 CQ0951'ABOUT 3 MILES SOUTH ALONG THE TREMONT AND GULF RAILWAY FROM THE
 CQ0951'STATION AT SIKES, WINN PARISH, ABOUT 500 YARDS SOUTHWEST OF MILEPOST
 CQ0951'36, 50 YARDS SOUTHWEST OF THE SWITCH FOR A SHORT DEADEND SIDING, AND
 CQ0951'32 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 CQ0951'STAMPED E 50 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1320 ***********************************************************************
 BK1320  DESIGNATION -  E 51
 BK1320  PID         -  BK1320
 BK1320  STATE/COUNTY-  LA/BEAUREGARD
 BK1320  USGS QUAD   -  LONGVILLE (1994)
 BK1320
 BK1320                         *CURRENT SURVEY CONTROL
 BK1320  ___________________________________________________________________
 BK1320* NAD 83(1986)-  30 30 30.     (N)    093 14 53.     (W)     SCALED    
 BK1320* NAVD 88     -        24.64   (+/-2cm)      80.8    (feet)  VERTCON   
 BK1320  ___________________________________________________________________
 BK1320  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK1320
 BK1320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1320
 BK1320.The horizontal coordinates were scaled from a topographic map and have
 BK1320.an estimated accuracy of +/- 6 seconds.
 BK1320
 BK1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1320.The vertical order pertains to the NGVD 29 superseded value.
 BK1320
 BK1320.The geoid height was determined by GEOID03.
 BK1320
 BK1320;                    North         East    Units  Estimated Accuracy
 BK1320;SPC LA S     -   224,150.      816,220.      MT  (+/- 180 meters Scaled)
 BK1320
 BK1320                          SUPERSEDED SURVEY CONTROL
 BK1320
 BK1320  NGVD 29 (??/??/??)   24.601  (m)           80.71   (f) ADJUSTED    2 0
 BK1320
 BK1320.Superseded values are not recommended for survey control.
 BK1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1320.See file dsdata.txt to determine how the superseded data were derived.
 BK1320
 BK1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP761751(NAD 83)
 BK1320_MARKER: DB = BENCH MARK DISK
 BK1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1320_STAMPING: E 51 1935
 BK1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1320+STABILITY: SURFACE MOTION
 BK1320
 BK1320  HISTORY     - Date     Condition        Report By
 BK1320  HISTORY     - 1935     MONUMENTED       CGS
 BK1320
 BK1320                          STATION DESCRIPTION
 BK1320
 BK1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1320'12.0 MI E FROM DE QUINCY.
 BK1320'12.0 MI E OF AND ALONG THE M P R R 0.25 MILE E OF MILEPOST 520.  IN
 BK1320'SIGNAL TOWER 5201.  9 FEET N OF CENTER OF TRACK.  DISK IS SET
 BK1320'HORIZONTALLY IN SE CORNER OF FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1545 ***********************************************************************
 CQ1545  DESIGNATION -  E 5303
 CQ1545  PID         -  CQ1545
 CQ1545  STATE/COUNTY-  LA/RED RIVER
 CQ1545  USGS QUAD   -  COUSHATTA (1979)
 CQ1545
 CQ1545                         *CURRENT SURVEY CONTROL
 CQ1545  ___________________________________________________________________
 CQ1545* NAD 83(1986)-  32 00 53.     (N)    093 20 31.     (W)     SCALED    
 CQ1545* NAVD 88     -        44.18   (+/-2cm)     144.9    (feet)  VERTCON   
 CQ1545  ___________________________________________________________________
 CQ1545  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1545
 CQ1545  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1545
 CQ1545.The horizontal coordinates were scaled from a topographic map and have
 CQ1545.an estimated accuracy of +/- 6 seconds.
 CQ1545
 CQ1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1545.The vertical order pertains to the NGVD 29 superseded value.
 CQ1545
 CQ1545.The geoid height was determined by GEOID03.
 CQ1545
 CQ1545;                    North         East    Units  Estimated Accuracy
 CQ1545;SPC LA N     -   168,250.      920,460.      MT  (+/- 180 meters Scaled)
 CQ1545
 CQ1545                          SUPERSEDED SURVEY CONTROL
 CQ1545
 CQ1545  NGVD 29 (??/??/??)   44.237  (m)          145.13   (f) ADJUSTED    1 1
 CQ1545
 CQ1545.Superseded values are not recommended for survey control.
 CQ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1545.See file dsdata.txt to determine how the superseded data were derived.
 CQ1545
 CQ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR677421(NAD 83)
 CQ1545_MARKER: DD = SURVEY DISK
 CQ1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1545_SP_SET: CONCRETE POST
 CQ1545_STAMPING: E 5303
 CQ1545_MARK LOGO: LAGS  
 CQ1545_PROJECTION: FLUSH
 CQ1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1545+STABILITY: SURFACE MOTION
 CQ1545
 CQ1545  HISTORY     - Date     Condition        Report By
 CQ1545  HISTORY     - UNK      MONUMENTED       LAGS
 CQ1545  HISTORY     - 1969     GOOD             CGS
 CQ1545  HISTORY     - 1985     GOOD             LADTD
 CQ1545
 CQ1545                          STATION DESCRIPTION
 CQ1545
 CQ1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1545'0.2 MI SE FROM COUSHATTA.
 CQ1545'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 CQ1545'THE STATION AT COUSHATTA, IN SECTION 38, T 12 N, R 10 W, 18 1/2 FEET
 CQ1545'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 84, 12 1/2 FEET SOUTHWEST
 CQ1545'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 9 1/2 FEET SOUTHEAST OF A
 CQ1545'TELEPHONE POLE, 2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE
 CQ1545'SIDEWALK, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CQ1545'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 CQ1545
 CQ1545                          STATION RECOVERY (1985)
 CQ1545
 CQ1545'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ1545'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CQ1545'0.15 KM (0.10 MI) WEST U S HIGHWAY 84 FROM THE RED RIVER PARISH
 CQ1545'COURTHOUSE IN COUSHATTA TO THE RAILROAD CROSSING OF THE KANSAS CITY
 CQ1545'SOUTHERN RAILWAY TO THE MARK ON THE RIGHT SIDE OF THE HIGHWAY,  3
 CQ1545'METERS (9.5 FEET) SOUTH OF A POWERPOLE, 12 METERS (40.5 FEET) WEST OF
 CQ1545'SIGNAL POST ON KANSAS CITY SOUTHERN RAILWAY, 5.5 METERS (19 FEET)
 CQ1545'NORTH OF THE CENTER OF THE HIGHWAY, 4.5 METERS (15.5 FEET) WEST OF
 CQ1545'THE CENTER OF THE MAIN TRACK OF THE KANSAS CITY SOUTHERN RAILWAY, AND
 CQ1545'2.5 METERS (9.5 FEET) SOUTH OF A POWERPOLE.
 CQ1545'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1093 ***********************************************************************
 CQ1093  DESIGNATION -  E 57
 CQ1093  PID         -  CQ1093
 CQ1093  STATE/COUNTY-  LA/UNION
 CQ1093  USGS QUAD   -  LILLIE (1985)
 CQ1093
 CQ1093                         *CURRENT SURVEY CONTROL
 CQ1093  ___________________________________________________________________
 CQ1093* NAD 83(1986)-  32 54 27.     (N)    092 38 21.     (W)     SCALED    
 CQ1093* NAVD 88     -        33.960  (meters)     111.42   (feet)  ADJUSTED  
 CQ1093  ___________________________________________________________________
 CQ1093  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1093  DYNAMIC HT  -          33.923 (meters)     111.30  (feet)  COMP
 CQ1093  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 CQ1093
 CQ1093  VERT ORDER  -  SECOND    CLASS 0
 CQ1093
 CQ1093.The horizontal coordinates were scaled from a topographic map and have
 CQ1093.an estimated accuracy of +/- 6 seconds.
 CQ1093
 CQ1093.The orthometric height was determined by differential leveling
 CQ1093.and adjusted by the National Geodetic Survey in June 1991..
 CQ1093
 CQ1093.The geoid height was determined by GEOID03.
 CQ1093
 CQ1093.The dynamic height is computed by dividing the NAVD 88
 CQ1093.geopotential number by the normal gravity value computed on the
 CQ1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1093.degrees latitude (g = 980.6199 gals.).
 CQ1093
 CQ1093.The modeled gravity was interpolated from observed gravity values.
 CQ1093
 CQ1093;                    North         East    Units  Estimated Accuracy
 CQ1093;SPC LA N     -   266,960.      986,980.      MT  (+/- 180 meters Scaled)
 CQ1093
 CQ1093                          SUPERSEDED SURVEY CONTROL
 CQ1093
 CQ1093  NGVD 29 (??/??/??)   34.065  (m)          111.76   (f) ADJUSTED    2 0
 CQ1093
 CQ1093.Superseded values are not recommended for survey control.
 CQ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1093.See file dsdata.txt to determine how the superseded data were derived.
 CQ1093
 CQ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS337410(NAD 83)
 CQ1093_MARKER: DB = BENCH MARK DISK
 CQ1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1093_STAMPING: E57 1934
 CQ1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1093+STABILITY: SURFACE MOTION
 CQ1093
 CQ1093  HISTORY     - Date     Condition        Report By
 CQ1093  HISTORY     - 1934     MONUMENTED       CGS
 CQ1093  HISTORY     - 1969     GOOD             LADH
 CQ1093
 CQ1093                          STATION DESCRIPTION
 CQ1093
 CQ1093'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1093'6.8 MI N FROM BERNICE.
 CQ1093'LOCATED 5.8 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1093'IN BERNICE, THENCE EAST ALONG AN ASPHALT PARISH ROAD FOR 0.8 MILE TO
 CQ1093'THE END OF THE PARISH ROAD AT A STEEL CATTLE GUARD, THENCE NORTHEAST
 CQ1093'ALONG THE LEFT FORK OF A PASTURE ROAD TO THE MARK ON THE LEFT IN
 CQ1093'SECTION 11, T22N, R3W.  IT IS 34 FEET NORTHWEST OF THE CENTER OF A
 CQ1093'STEEL CATTLE GUARD, 28 FEET NORTHWEST OF A 20-INCH PINE TREE, 48 FEET
 CQ1093'SOUTHWEST OF THE CENTERLINE OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 CQ1093'RAILROAD, 3 FEET NORTHEAST OF A FENCE AND 2 FEET SOUTHWEST OF A STEEL
 CQ1093'WITNESS POST.  IT IS A C AND GS B. M. DISK STAMPED E57 1934 AND SET IN
 CQ1093'THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.  NOTE-- IT IS 1.0 MILE
 CQ1093'EAST OF B. M. 56V62 (LDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0085 ***********************************************************************
 BX0085  DESIGNATION -  E 59
 BX0085  PID         -  BX0085
 BX0085  STATE/COUNTY-  LA/LA SALLE
 BX0085  USGS QUAD   -  TULLOS (1984)
 BX0085
 BX0085                         *CURRENT SURVEY CONTROL
 BX0085  ___________________________________________________________________
 BX0085* NAD 83(1986)-  31 50 20.     (N)    092 19 01.     (W)     SCALED    
 BX0085* NAVD 88     -        34.52   (+/-2cm)     113.3    (feet)  VERTCON   
 BX0085  ___________________________________________________________________
 BX0085  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0085
 BX0085  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0085
 BX0085.The horizontal coordinates were scaled from a topographic map and have
 BX0085.an estimated accuracy of +/- 6 seconds.
 BX0085
 BX0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0085.The vertical order pertains to the NGVD 29 superseded value.
 BX0085
 BX0085.The geoid height was determined by GEOID03.
 BX0085
 BX0085;                    North         East    Units  Estimated Accuracy
 BX0085;SPC LA N     -   148,460.    1,017,330.      MT  (+/- 180 meters Scaled)
 BX0085
 BX0085                          SUPERSEDED SURVEY CONTROL
 BX0085
 BX0085  NGVD 29 (??/??/??)   34.530  (m)          113.29   (f) ADJUSTED    1 2
 BX0085
 BX0085.Superseded values are not recommended for survey control.
 BX0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0085.See file dsdata.txt to determine how the superseded data were derived.
 BX0085
 BX0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR646227(NAD 83)
 BX0085_MARKER: DB = BENCH MARK DISK
 BX0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0085_STAMPING: E 59 1935
 BX0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0085+STABILITY: SURFACE MOTION
 BX0085
 BX0085  HISTORY     - Date     Condition        Report By
 BX0085  HISTORY     - 1935     MONUMENTED       CGS
 BX0085  HISTORY     - 1965     GOOD             CGS
 BX0085
 BX0085                          STATION DESCRIPTION
 BX0085
 BX0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0085'1.5 MI NE FROM TULLOS.
 BX0085'ABOUT 1.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0085'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 24, T 10 N, R 2 E, AT THE
 BX0085'SOUTH END OF A CUT, 85 FEET SOUTHEAST OF MILEPOST 555, 94 FEET EAST OF
 BX0085'THE EAST RAIL, 100 FEET EAST OF AND ACROSS THE TRACK FROM BENCH MARK
 BX0085'M.P. 555 (M.P.R.R.), 3 1/2 FEET WEST OF THE EAST RAILROAD RIGHT-OF-WAY
 BX0085'FENCE, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 BX0085'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0040 ***********************************************************************
 BK0040  DESIGNATION -  E 60
 BK0040  PID         -  BK0040
 BK0040  STATE/COUNTY-  LA/EVANGELINE
 BK0040  USGS QUAD   -  CHATAIGNIER (1983)
 BK0040
 BK0040                         *CURRENT SURVEY CONTROL
 BK0040  ___________________________________________________________________
 BK0040* NAD 83(1986)-  30 33 13.     (N)    092 20 08.     (W)     SCALED    
 BK0040* NAVD 88     -        18.16   (+/-2cm)      59.6    (feet)  VERTCON   
 BK0040  ___________________________________________________________________
 BK0040  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK0040
 BK0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0040
 BK0040.The horizontal coordinates were scaled from a topographic map and have
 BK0040.an estimated accuracy of +/- 6 seconds.
 BK0040
 BK0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0040.The vertical order pertains to the NGVD 29 superseded value.
 BK0040
 BK0040.The geoid height was determined by GEOID03.
 BK0040
 BK0040;                    North         East    Units  Estimated Accuracy
 BK0040;SPC LA S     -   228,060.      903,840.      MT  (+/- 180 meters Scaled)
 BK0040
 BK0040                          SUPERSEDED SURVEY CONTROL
 BK0040
 BK0040  NGVD 29 (??/??/??)   18.120  (m)           59.45   (f) ADJUSTED    2 0
 BK0040
 BK0040.Superseded values are not recommended for survey control.
 BK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0040.See file dsdata.txt to determine how the superseded data were derived.
 BK0040
 BK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP637803(NAD 83)
 BK0040_MARKER: DB = BENCH MARK DISK
 BK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0040_STAMPING: E 60 1935
 BK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0040+STABILITY: SURFACE MOTION
 BK0040
 BK0040  HISTORY     - Date     Condition        Report By
 BK0040  HISTORY     - 1935     MONUMENTED       CGS
 BK0040
 BK0040                          STATION DESCRIPTION
 BK0040
 BK0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0040'1.4 MI S FROM CHATAIGNIER.
 BK0040'1.4 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY (NOW ABANDONED)
 BK0040'FROM CHATAIGNIER, EVANGELINE PARISH, OPPOSITE MILEPOST 30, 65 FEET
 BK0040'SOUTH OF A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE TRACK.
 BK0040'A STANDARD DISK, STAMPED E 60 1935 AND SET IN THE TOP OF A CONCRETE
 BK0040'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0676 ***********************************************************************
 BX0676  DESIGNATION -  E 68
 BX0676  PID         -  BX0676
 BX0676  STATE/COUNTY-  LA/RAPIDES
 BX0676  USGS QUAD   -  ALEXANDRIA (1992)
 BX0676
 BX0676                         *CURRENT SURVEY CONTROL
 BX0676  ___________________________________________________________________
 BX0676* NAD 83(1986)-  31 21 23.     (N)    092 26 28.     (W)     SCALED    
 BX0676* NAVD 88     -        37.87   (+/-2cm)     124.2    (feet)  VERTCON   
 BX0676  ___________________________________________________________________
 BX0676  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BX0676
 BX0676  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0676
 BX0676.The horizontal coordinates were scaled from a topographic map and have
 BX0676.an estimated accuracy of +/- 6 seconds.
 BX0676
 BX0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0676.The vertical order pertains to the NGVD 29 superseded value.
 BX0676
 BX0676.The geoid height was determined by GEOID03.
 BX0676
 BX0676;                    North         East    Units  Estimated Accuracy
 BX0676;SPC LA N     -    94,960.    1,005,600.      MT  (+/- 180 meters Scaled)
 BX0676
 BX0676                          SUPERSEDED SURVEY CONTROL
 BX0676
 BX0676  NGVD 29 (??/??/??)   37.858  (m)          124.21   (f) ADJUSTED    1 2
 BX0676
 BX0676.Superseded values are not recommended for survey control.
 BX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0676.See file dsdata.txt to determine how the superseded data were derived.
 BX0676
 BX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ531692(NAD 83)
 BX0676_MARKER: DB = BENCH MARK DISK
 BX0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0676_STAMPING: E 68 1935
 BX0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0676+STABILITY: SURFACE MOTION
 BX0676
 BX0676  HISTORY     - Date     Condition        Report By
 BX0676  HISTORY     - 1935     MONUMENTED       CGS
 BX0676  HISTORY     - 1961     MARK NOT FOUND   CGS
 BX0676  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0676  HISTORY     - 1977     GOOD             NGS
 BX0676
 BX0676                          STATION DESCRIPTION
 BX0676
 BX0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0676'4.7 MI N FROM ALEXANDRIA.
 BX0676'LOCATED ABOUT 4.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0676'THE STATION AT ALEXANDRIA, ABOUT 0.5 MILE WEST OF THE MAIN GATE TO A
 BX0676'VETERANS HOSPITAL, ABOUT 225 YARDS SOUTH OF THE TENTH POLE SOUTH OF
 BX0676'MILEPOST 594, AT A ROAD CROSSING, ABOUT 20 YARDS SOUTH OF THE CENTER
 BX0676'OF THE ROAD, AND ABOUT 13 YARDS EAST OF THE CENTER OF THE TRACK. A
 BX0676'STANDARD DISK, STAMPED E 68 1935 AND SET IN THE TOP OF A CONCRETE
 BX0676'POST.
 BX0676
 BX0676                          STATION RECOVERY (1966)
 BX0676
 BX0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0676'MARK NOT FOUND.
 BX0676
 BX0676                          STATION RECOVERY (1977)
 BX0676
 BX0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3558 ***********************************************************************
 BJ3558  DESIGNATION -  E 730 LAGS
 BJ3558  PID         -  BJ3558
 BJ3558  STATE/COUNTY-  LA/ST HELENA
 BJ3558  USGS QUAD   -  ROSELAND (1981)
 BJ3558
 BJ3558                         *CURRENT SURVEY CONTROL
 BJ3558  ___________________________________________________________________
 BJ3558* NAD 83(1986)-  30 49 28.     (N)    090 36 26.     (W)     SCALED    
 BJ3558* NAVD 88     -        72.574  (meters)     238.10   (feet)  ADJUSTED  
 BJ3558  ___________________________________________________________________
 BJ3558  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3558  DYNAMIC HT  -          72.480 (meters)     237.79  (feet)  COMP
 BJ3558  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ3558
 BJ3558  VERT ORDER  -  SECOND    CLASS I
 BJ3558
 BJ3558.The horizontal coordinates were scaled from a topographic map and have
 BJ3558.an estimated accuracy of +/- 6 seconds.
 BJ3558
 BJ3558.The orthometric height was determined by differential leveling
 BJ3558.and adjusted by the National Geodetic Survey in February 1994..
 BJ3558
 BJ3558.The geoid height was determined by GEOID03.
 BJ3558
 BJ3558.The dynamic height is computed by dividing the NAVD 88
 BJ3558.geopotential number by the normal gravity value computed on the
 BJ3558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3558.degrees latitude (g = 980.6199 gals.).
 BJ3558
 BJ3558.The modeled gravity was interpolated from observed gravity values.
 BJ3558
 BJ3558;                    North         East    Units  Estimated Accuracy
 BJ3558;SPC LA S     -   257,880.    1,069,480.      MT  (+/- 180 meters Scaled)
 BJ3558
 BJ3558                          SUPERSEDED SURVEY CONTROL
 BJ3558
 BJ3558.No superseded survey control is available for this station.
 BJ3558
 BJ3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ288125(NAD 83)
 BJ3558_MARKER: DB = BENCH MARK DISK
 BJ3558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3558_SP_SET: CONCRETE POST
 BJ3558_STAMPING: E 730
 BJ3558_MARK LOGO: LAGS  
 BJ3558_PROJECTION: FLUSH
 BJ3558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3558+STABILITY: SURFACE MOTION
 BJ3558
 BJ3558  HISTORY     - Date     Condition        Report By
 BJ3558  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3558  HISTORY     - 1984     GOOD             LADTD
 BJ3558
 BJ3558                          STATION DESCRIPTION
 BJ3558
 BJ3558'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3558'6.2 KM (3.8 MI) EAST FROM GREENSBURG.
 BJ3558'ABOUT 6.2 KM (3.83 MI) EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3558'IN GREENSBURG TO THE MARK ON THE RIGHT, 35.97 METERS (118 FEET) EAST
 BJ3558'OF TELEPHONE REPAIR BOX, 23.3 METERS (76.5 FEET) SOUTH OF CENTERLINE
 BJ3558'OF HIGHWAY 10, 5.0 METERS (16.5 FEET) NORTHEAST OF A 10-INCH PINE
 BJ3558'TREE.
 BJ3558'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 BJ3558'THE MARK IS 0.30 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3556 ***********************************************************************
 BJ3556  DESIGNATION -  E 735 LAGS RESET 1974
 BJ3556  PID         -  BJ3556
 BJ3556  STATE/COUNTY-  LA/ST HELENA
 BJ3556  USGS QUAD   -  ROSELAND (1981)
 BJ3556
 BJ3556                         *CURRENT SURVEY CONTROL
 BJ3556  ___________________________________________________________________
 BJ3556* NAD 83(1986)-  30 49 31.     (N)    090 34 42.     (W)     SCALED    
 BJ3556* NAVD 88     -        80.943  (meters)     265.56   (feet)  ADJUSTED  
 BJ3556  ___________________________________________________________________
 BJ3556  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3556  DYNAMIC HT  -          80.838 (meters)     265.22  (feet)  COMP
 BJ3556  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ3556
 BJ3556  VERT ORDER  -  SECOND    CLASS I
 BJ3556
 BJ3556.The horizontal coordinates were scaled from a topographic map and have
 BJ3556.an estimated accuracy of +/- 6 seconds.
 BJ3556
 BJ3556.The orthometric height was determined by differential leveling
 BJ3556.and adjusted by the National Geodetic Survey in February 1994..
 BJ3556
 BJ3556.The geoid height was determined by GEOID03.
 BJ3556
 BJ3556.The dynamic height is computed by dividing the NAVD 88
 BJ3556.geopotential number by the normal gravity value computed on the
 BJ3556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3556.degrees latitude (g = 980.6199 gals.).
 BJ3556
 BJ3556.The modeled gravity was interpolated from observed gravity values.
 BJ3556
 BJ3556;                    North         East    Units  Estimated Accuracy
 BJ3556;SPC LA S     -   257,990.    1,072,240.      MT  (+/- 180 meters Scaled)
 BJ3556
 BJ3556                          SUPERSEDED SURVEY CONTROL
 BJ3556
 BJ3556.No superseded survey control is available for this station.
 BJ3556
 BJ3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ316127(NAD 83)
 BJ3556_MARKER: DB = BENCH MARK DISK
 BJ3556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3556_SP_SET: CONCRETE POST
 BJ3556_STAMPING: E 735 RESET 1974
 BJ3556_MARK LOGO: LAGS  
 BJ3556_PROJECTION: FLUSH
 BJ3556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3556+STABILITY: SURFACE MOTION
 BJ3556
 BJ3556  HISTORY     - Date     Condition        Report By
 BJ3556  HISTORY     - 1974     MONUMENTED       LAGS
 BJ3556  HISTORY     - 1984     GOOD             LADTD
 BJ3556
 BJ3556                          STATION DESCRIPTION
 BJ3556
 BJ3556'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3556'8.9 KM (5.5 MI) EAST FROM GREENSBURG.
 BJ3556'ABOUT 8.9 KM (5.5 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3556'GREENSBURG TO THE BENCH MARK ON THE LEFT ON TOP OF A HILL NEAR A METAL
 BJ3556'GATE, 47.6 METERS (156 FT) EAST OF THE CENTER OF A TWIN METAL GATE,
 BJ3556'19.5 METERS (64 FT) NORTH OF THE CENTER OF HIGHWAY 10, 3.4 METERS
 BJ3556'(11 FT) EAST OF A RIGHT-OF-WAY MARKER, AND 0.5 METER (1.5 FT) SOUTH OF
 BJ3556'A 4-STRAND BARB WIRE FENCE.
 BJ3556'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3556'THE MARK IS 3.05 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3553 ***********************************************************************
 BJ3553  DESIGNATION -  E 739 LAGS RESET 1982
 BJ3553  PID         -  BJ3553
 BJ3553  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3553  USGS QUAD   -  ROSELAND (1981)
 BJ3553
 BJ3553                         *CURRENT SURVEY CONTROL
 BJ3553  ___________________________________________________________________
 BJ3553* NAD 83(1986)-  30 49 29.     (N)    090 33 06.     (W)     SCALED    
 BJ3553* NAVD 88     -        73.455  (meters)     240.99   (feet)  ADJUSTED  
 BJ3553  ___________________________________________________________________
 BJ3553  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3553  DYNAMIC HT  -          73.360 (meters)     240.68  (feet)  COMP
 BJ3553  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ3553
 BJ3553  VERT ORDER  -  SECOND    CLASS I
 BJ3553
 BJ3553.The horizontal coordinates were scaled from a topographic map and have
 BJ3553.an estimated accuracy of +/- 6 seconds.
 BJ3553
 BJ3553.The orthometric height was determined by differential leveling
 BJ3553.and adjusted by the National Geodetic Survey in February 1994..
 BJ3553
 BJ3553.The geoid height was determined by GEOID03.
 BJ3553
 BJ3553.The dynamic height is computed by dividing the NAVD 88
 BJ3553.geopotential number by the normal gravity value computed on the
 BJ3553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3553.degrees latitude (g = 980.6199 gals.).
 BJ3553
 BJ3553.The modeled gravity was interpolated from observed gravity values.
 BJ3553
 BJ3553;                    North         East    Units  Estimated Accuracy
 BJ3553;SPC LA S     -   257,950.    1,074,790.      MT  (+/- 180 meters Scaled)
 BJ3553
 BJ3553                          SUPERSEDED SURVEY CONTROL
 BJ3553
 BJ3553.No superseded survey control is available for this station.
 BJ3553
 BJ3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ341127(NAD 83)
 BJ3553_MARKER: DB = BENCH MARK DISK
 BJ3553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3553_SP_SET: CONCRETE POST
 BJ3553_STAMPING: E 739 RESET 1982
 BJ3553_MARK LOGO: LAGS  
 BJ3553_PROJECTION: FLUSH
 BJ3553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3553+STABILITY: SURFACE MOTION
 BJ3553
 BJ3553  HISTORY     - Date     Condition        Report By
 BJ3553  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3553  HISTORY     - 1984     GOOD             LADTD
 BJ3553
 BJ3553                          STATION DESCRIPTION
 BJ3553
 BJ3553'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3553'4 KM (2.5 MI) WEST FROM FLUKER.
 BJ3553'ABOUT 4 KM (2.5 MI) WEST ON STATE HIGHWAY 10 FROM THE POST OFFICE IN
 BJ3553'FLUKER, AT THE NORTH JUNCTION OF HIGHWAY 10 AND U.S. HIGHWAY 51 AND TO
 BJ3553'THE BENCH MARK ON THE RIGHT WEST OF A DRIVE LEADING INTO WOODED AREA,
 BJ3553'21.3 METERS (70 FT) NORTH OF THE CENTER OF HIGHWAY 10, 13.1 METERS
 BJ3553'(43 FT) NORTH-NORTHWEST OF THE WEST END OF A CEMENT CULVERT UNDER
 BJ3553'DRIVE, AND 2.1 METERS (7 FT) NORTHWEST OF A POWER POLE.
 BJ3553'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3553'THE MARK IS 3.05 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3552 ***********************************************************************
 BJ3552  DESIGNATION -  E 741 LAGS RESET 1982
 BJ3552  PID         -  BJ3552
 BJ3552  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3552  USGS QUAD   -  ROSELAND (1981)
 BJ3552
 BJ3552                         *CURRENT SURVEY CONTROL
 BJ3552  ___________________________________________________________________
 BJ3552* NAD 83(1986)-  30 49 30.     (N)    090 32 37.     (W)     SCALED    
 BJ3552* NAVD 88     -        77.996  (meters)     255.89   (feet)  ADJUSTED  
 BJ3552  ___________________________________________________________________
 BJ3552  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3552  DYNAMIC HT  -          77.895 (meters)     255.56  (feet)  COMP
 BJ3552  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ3552
 BJ3552  VERT ORDER  -  SECOND    CLASS I
 BJ3552
 BJ3552.The horizontal coordinates were scaled from a topographic map and have
 BJ3552.an estimated accuracy of +/- 6 seconds.
 BJ3552
 BJ3552.The orthometric height was determined by differential leveling
 BJ3552.and adjusted by the National Geodetic Survey in February 1994..
 BJ3552
 BJ3552.The geoid height was determined by GEOID03.
 BJ3552
 BJ3552.The dynamic height is computed by dividing the NAVD 88
 BJ3552.geopotential number by the normal gravity value computed on the
 BJ3552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3552.degrees latitude (g = 980.6199 gals.).
 BJ3552
 BJ3552.The modeled gravity was interpolated from observed gravity values.
 BJ3552
 BJ3552;                    North         East    Units  Estimated Accuracy
 BJ3552;SPC LA S     -   257,980.    1,075,560.      MT  (+/- 180 meters Scaled)
 BJ3552
 BJ3552                          SUPERSEDED SURVEY CONTROL
 BJ3552
 BJ3552.No superseded survey control is available for this station.
 BJ3552
 BJ3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ349127(NAD 83)
 BJ3552_MARKER: DB = BENCH MARK DISK
 BJ3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3552_SP_SET: CONCRETE POST
 BJ3552_STAMPING: E 741 RESET 1982
 BJ3552_MARK LOGO: LAGS  
 BJ3552_PROJECTION: FLUSH
 BJ3552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3552+STABILITY: SURFACE MOTION
 BJ3552
 BJ3552  HISTORY     - Date     Condition        Report By
 BJ3552  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3552  HISTORY     - 1984     GOOD             LADTD
 BJ3552
 BJ3552                          STATION DESCRIPTION
 BJ3552
 BJ3552'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3552'3.2 KM (2 MI) WEST FROM FLUKER.
 BJ3552'ABOUT 3.2 KM (2 MI) WEST ON STATE HIGHWAY 10 FROM THE POST OFFICE IN
 BJ3552'FLUKER AT THE NORTH JUNCTION OF HIGHWAY 10 AND U.S. HIGHWAY 51 TO THE
 BJ3552'BENCH MARK ON THE RIGHT, 18 METERS (59 FT) NORTH OF THE CENTER OF
 BJ3552'HIGHWAY 10, AND 9.3 METERS (30.5 FT) WEST OF A 15-INCH PINE TREE.
 BJ3552'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3552'THE MARK IS 0.30 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3555 ***********************************************************************
 BJ3555  DESIGNATION -  E 746 LAGS RESET 1982
 BJ3555  PID         -  BJ3555
 BJ3555  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3555  USGS QUAD   -  ROSELAND (1981)
 BJ3555
 BJ3555                         *CURRENT SURVEY CONTROL
 BJ3555  ___________________________________________________________________
 BJ3555* NAD 83(1986)-  30 49 29.     (N)    090 33 51.     (W)     SCALED    
 BJ3555* NAVD 88     -        64.972  (meters)     213.16   (feet)  ADJUSTED  
 BJ3555  ___________________________________________________________________
 BJ3555  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3555  DYNAMIC HT  -          64.888 (meters)     212.89  (feet)  COMP
 BJ3555  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ3555
 BJ3555  VERT ORDER  -  SECOND    CLASS I
 BJ3555
 BJ3555.The horizontal coordinates were scaled from a topographic map and have
 BJ3555.an estimated accuracy of +/- 6 seconds.
 BJ3555
 BJ3555.The orthometric height was determined by differential leveling
 BJ3555.and adjusted by the National Geodetic Survey in February 1994..
 BJ3555
 BJ3555.The geoid height was determined by GEOID03.
 BJ3555
 BJ3555.The dynamic height is computed by dividing the NAVD 88
 BJ3555.geopotential number by the normal gravity value computed on the
 BJ3555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3555.degrees latitude (g = 980.6199 gals.).
 BJ3555
 BJ3555.The modeled gravity was interpolated from observed gravity values.
 BJ3555
 BJ3555;                    North         East    Units  Estimated Accuracy
 BJ3555;SPC LA S     -   257,940.    1,073,590.      MT  (+/- 180 meters Scaled)
 BJ3555
 BJ3555                          SUPERSEDED SURVEY CONTROL
 BJ3555
 BJ3555.No superseded survey control is available for this station.
 BJ3555
 BJ3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ329127(NAD 83)
 BJ3555_MARKER: DB = BENCH MARK DISK
 BJ3555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3555_SP_SET: CONCRETE POST
 BJ3555_STAMPING: E 746 RESET 1982
 BJ3555_MARK LOGO: LAGS  
 BJ3555_PROJECTION: FLUSH
 BJ3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3555+STABILITY: SURFACE MOTION
 BJ3555
 BJ3555  HISTORY     - Date     Condition        Report By
 BJ3555  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3555  HISTORY     - 1984     GOOD             LADTD
 BJ3555
 BJ3555                          STATION DESCRIPTION
 BJ3555
 BJ3555'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3555'5.3 KM (3.3 MI) WEST FROM FLUKER.
 BJ3555'ABOUT 5.3 KM (3.3 MI) WEST ON STATE HIGHWAY 10 FROM THE POST OFFICE IN
 BJ3555'FLUKER, AT THE NORTH JUNCTION OF HIGHWAY 10 AND U.S. HIGHWAY 51 AND TO
 BJ3555'THE BENCH MARK ON THE LEFT, APPROXIMATELY 0.2 KM (0.1 MI) EAST OF A
 BJ3555'BRIDGE AT THE PARISH LINE, 39.8 METERS (130.5 FT) SOUTHWEST OF THE
 BJ3555'WEST END OF A CONCRETE CULVERT UNDER A GRAVEL ROAD LEADING NORTH
 BJ3555'ACROSS THE HIGHWAY, 14.3 METERS (47 FT) SOUTH OF THE CENTER OF HIGHWAY
 BJ3555'10, AND 6.1 METERS (20 FT) NORTHWEST OF A 12-INCH PINE TREE.
 BJ3555'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3555'THE MARK IS 0.30 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3554 ***********************************************************************
 BJ3554  DESIGNATION -  E 747 LAGS RESET 1982
 BJ3554  PID         -  BJ3554
 BJ3554  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3554  USGS QUAD   -  ROSELAND (1981)
 BJ3554
 BJ3554                         *CURRENT SURVEY CONTROL
 BJ3554  ___________________________________________________________________
 BJ3554* NAD 83(1986)-  30 49 30.     (N)    090 33 40.     (W)     SCALED    
 BJ3554* NAVD 88     -        67.219  (meters)     220.53   (feet)  ADJUSTED  
 BJ3554  ___________________________________________________________________
 BJ3554  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3554  DYNAMIC HT  -          67.132 (meters)     220.25  (feet)  COMP
 BJ3554  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ3554
 BJ3554  VERT ORDER  -  SECOND    CLASS I
 BJ3554
 BJ3554.The horizontal coordinates were scaled from a topographic map and have
 BJ3554.an estimated accuracy of +/- 6 seconds.
 BJ3554
 BJ3554.The orthometric height was determined by differential leveling
 BJ3554.and adjusted by the National Geodetic Survey in February 1994..
 BJ3554
 BJ3554.The geoid height was determined by GEOID03.
 BJ3554
 BJ3554.The dynamic height is computed by dividing the NAVD 88
 BJ3554.geopotential number by the normal gravity value computed on the
 BJ3554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3554.degrees latitude (g = 980.6199 gals.).
 BJ3554
 BJ3554.The modeled gravity was interpolated from observed gravity values.
 BJ3554
 BJ3554;                    North         East    Units  Estimated Accuracy
 BJ3554;SPC LA S     -   257,970.    1,073,890.      MT  (+/- 180 meters Scaled)
 BJ3554
 BJ3554                          SUPERSEDED SURVEY CONTROL
 BJ3554
 BJ3554.No superseded survey control is available for this station.
 BJ3554
 BJ3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ332127(NAD 83)
 BJ3554_MARKER: DB = BENCH MARK DISK
 BJ3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3554_SP_SET: CONCRETE POST
 BJ3554_STAMPING: E 747 RESET 1982
 BJ3554_MARK LOGO: LAGS  
 BJ3554_PROJECTION: FLUSH
 BJ3554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3554+STABILITY: SURFACE MOTION
 BJ3554
 BJ3554  HISTORY     - Date     Condition        Report By
 BJ3554  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3554  HISTORY     - 1984     GOOD             LADTD
 BJ3554
 BJ3554                          STATION DESCRIPTION
 BJ3554
 BJ3554'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3554'5 KM (3.1 MI) WEST FROM FLUKER.
 BJ3554'ABOUT 5 KM (3.1 MI) WEST ON STATE HIGHWAY 10 FROM THE POST OFFICE IN
 BJ3554'FLUKER, AT THE NORTH JUNCTION OF HIGHWAY 10 AND U.S. HIGHWAY 51 AND TO
 BJ3554'THE BENCH MARK ON THE RIGHT EAST OF A DRIVE LEADING INTO A WOODED
 BJ3554'AREA, 21.2 METERS (69.5 FT) WEST OF AN 14-INCH HICKORY TREE,
 BJ3554'15.1 METERS (49.5 FT) NORTHEAST OF THE EAST END OF A CEMENT CULVERT
 BJ3554'UNDER DRIVE, AND 11.3 METERS (37 FT) NORTH OF THE CENTER OF HIGHWAY
 BJ3554'10.
 BJ3554'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3554'THE MARK IS 0.30 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3559 ***********************************************************************
 BJ3559  DESIGNATION -  E 750 LAGS
 BJ3559  PID         -  BJ3559
 BJ3559  STATE/COUNTY-  LA/ST HELENA
 BJ3559  USGS QUAD   -  GREENSBURG (1981)
 BJ3559
 BJ3559                         *CURRENT SURVEY CONTROL
 BJ3559  ___________________________________________________________________
 BJ3559* NAD 83(1986)-  30 49 27.     (N)    090 37 31.     (W)     SCALED    
 BJ3559* NAVD 88     -        69.671  (meters)     228.58   (feet)  ADJUSTED  
 BJ3559  ___________________________________________________________________
 BJ3559  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3559  DYNAMIC HT  -          69.581 (meters)     228.28  (feet)  COMP
 BJ3559  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ3559
 BJ3559  VERT ORDER  -  SECOND    CLASS I
 BJ3559
 BJ3559.The horizontal coordinates were scaled from a topographic map and have
 BJ3559.an estimated accuracy of +/- 6 seconds.
 BJ3559
 BJ3559.The orthometric height was determined by differential leveling
 BJ3559.and adjusted by the National Geodetic Survey in February 1994..
 BJ3559
 BJ3559.The geoid height was determined by GEOID03.
 BJ3559
 BJ3559.The dynamic height is computed by dividing the NAVD 88
 BJ3559.geopotential number by the normal gravity value computed on the
 BJ3559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3559.degrees latitude (g = 980.6199 gals.).
 BJ3559
 BJ3559.The modeled gravity was interpolated from observed gravity values.
 BJ3559
 BJ3559;                    North         East    Units  Estimated Accuracy
 BJ3559;SPC LA S     -   257,840.    1,067,750.      MT  (+/- 180 meters Scaled)
 BJ3559
 BJ3559                          SUPERSEDED SURVEY CONTROL
 BJ3559
 BJ3559.No superseded survey control is available for this station.
 BJ3559
 BJ3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ271125(NAD 83)
 BJ3559_MARKER: DB = BENCH MARK DISK
 BJ3559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3559_SP_SET: CONCRETE POST
 BJ3559_STAMPING: E 750
 BJ3559_MARK LOGO: LAGS  
 BJ3559_PROJECTION: FLUSH
 BJ3559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3559+STABILITY: SURFACE MOTION
 BJ3559
 BJ3559  HISTORY     - Date     Condition        Report By
 BJ3559  HISTORY     - UNK      MONUMENTED       LAGS
 BJ3559  HISTORY     - 1984     GOOD             LADTD
 BJ3559
 BJ3559                          STATION DESCRIPTION
 BJ3559
 BJ3559'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3559'4.4 KM (2.7 MI) EAST FROM GREENSBURG.
 BJ3559'ABOUT 4.4 KM (2.71 MI) EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3559'IN GREENSBURG TO THE MARK ON THE RIGHT NEAR THE JUNCTION OF STATE
 BJ3559'HIGHWAY 441, 15.54 METERS (51 FT) NORTH OF A NET WIRE FENCE,
 BJ3559'15.85 METERS (52 FT) SOUTH-SOUTHEAST OF THE JUNCTION, 11.89 METERS
 BJ3559'(39 FT) SOUTH OF THE CENTER OF HIGHWAY 10, 5.49 METERS (18 FT) WEST OF
 BJ3559'THE CENTER OF A GRAVEL DRIVE, AND 1.83(6 FT) SOUTHWEST OF THE WEST END
 BJ3559'OF A CEMENT CULVERT UNDER THE DRIVEWAY.
 BJ3559'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 BJ3559'THE MARK IS 0.61 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1886 ***********************************************************************
 BJ1886  DESIGNATION -  E 76
 BJ1886  PID         -  BJ1886
 BJ1886  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1886  USGS QUAD   -  WILSON (1985)
 BJ1886
 BJ1886                         *CURRENT SURVEY CONTROL
 BJ1886  ___________________________________________________________________
 BJ1886* NAD 83(1986)-  30 53 53.     (N)    091 07 26.     (W)     SCALED    
 BJ1886* NAVD 88     -        70.78   (+/-2cm)     232.2    (feet)  VERTCON   
 BJ1886  ___________________________________________________________________
 BJ1886  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1886
 BJ1886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1886
 BJ1886.The horizontal coordinates were scaled from a topographic map and have
 BJ1886.an estimated accuracy of +/- 6 seconds.
 BJ1886
 BJ1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1886.The vertical order pertains to the NGVD 29 superseded value.
 BJ1886
 BJ1886.The geoid height was determined by GEOID03.
 BJ1886
 BJ1886;                    North         East    Units  Estimated Accuracy
 BJ1886;SPC LA S     -   265,840.    1,020,030.      MT  (+/- 180 meters Scaled)
 BJ1886
 BJ1886                          SUPERSEDED SURVEY CONTROL
 BJ1886
 BJ1886  NGVD 29 (??/??/??)   70.724  (m)          232.03   (f) ADJUSTED    2 0
 BJ1886
 BJ1886.Superseded values are not recommended for survey control.
 BJ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1886.See file dsdata.txt to determine how the superseded data were derived.
 BJ1886
 BJ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ793198(NAD 83)
 BJ1886_MARKER: DB = BENCH MARK DISK
 BJ1886_SETTING: 80 = SET IN A BOULDER
 BJ1886_SP_SET: BOULDER
 BJ1886_STAMPING: E 76 1935
 BJ1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1886+STABILITY: SURFACE MOTION
 BJ1886
 BJ1886  HISTORY     - Date     Condition        Report By
 BJ1886  HISTORY     - 1935     MONUMENTED       CGS
 BJ1886  HISTORY     - 1954     GOOD             CGS
 BJ1886
 BJ1886                          STATION DESCRIPTION
 BJ1886
 BJ1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1886'1.5 MI S FROM WILSON.
 BJ1886'ALONG THE ILLINOIS CENTRAL RAILROAD, 1.5 MILES SOUTH OF THE WAITING
 BJ1886'STATION IN WILSON, 250 PACES SOUTH OF A BRIDGE AND AT THE NORTH END OF
 BJ1886'A CUT, 132 FEET SOUTHEAST OF TELEGRAPH POLE NO. 13150, 56 FEET EAST OF
 BJ1886'THE EAST RAIL OF THE TRACKS, 24 FEET SOUTHEAST OF A POLE ON THE EAST
 BJ1886'SIDE OF THE TRACKS, 2 FEET WEST OF A FENCE LINE AND 2.5 FEET NORTHWEST
 BJ1886'OF A FENCE POST WITH BM PAINTED ON THE WEST SIDE.  A STANDARD DISK,
 BJ1886'STAMPED E 76 1935 AND SET IN A DRILL HOLE IN A BOULDER, PROJECTING 2
 BJ1886'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1279 ***********************************************************************
 BJ1279  DESIGNATION -  E 80
 BJ1279  PID         -  BJ1279
 BJ1279  STATE/COUNTY-  LA/WASHINGTON
 BJ1279  USGS QUAD   -  FRANKLINTON (1983)
 BJ1279
 BJ1279                         *CURRENT SURVEY CONTROL
 BJ1279  ___________________________________________________________________
 BJ1279* NAD 83(1986)-  30 48 43.     (N)    090 08 10.     (W)     SCALED    
 BJ1279* NAVD 88     -        44.77   (+/-2cm)     146.9    (feet)  VERTCON   
 BJ1279  ___________________________________________________________________
 BJ1279  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BJ1279
 BJ1279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1279
 BJ1279.The horizontal coordinates were scaled from a topographic map and have
 BJ1279.an estimated accuracy of +/- 6 seconds.
 BJ1279
 BJ1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1279.The vertical order pertains to the NGVD 29 superseded value.
 BJ1279
 BJ1279.The geoid height was determined by GEOID03.
 BJ1279
 BJ1279;                    North         East    Units  Estimated Accuracy
 BJ1279;SPC LA S     -   256,870.    1,114,560.      MT  (+/- 180 meters Scaled)
 BJ1279
 BJ1279                          SUPERSEDED SURVEY CONTROL
 BJ1279
 BJ1279  NGVD 29 (??/??/??)   44.868  (m)          147.20   (f) ADJUSTED    2 0
 BJ1279
 BJ1279.Superseded values are not recommended for survey control.
 BJ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1279.See file dsdata.txt to determine how the superseded data were derived.
 BJ1279
 BJ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ739122(NAD 83)
 BJ1279_MARKER: DB = BENCH MARK DISK
 BJ1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1279_STAMPING: E 80 1935 147
 BJ1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1279+STABILITY: SURFACE MOTION
 BJ1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1279+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1995
 BJ1279
 BJ1279  HISTORY     - Date     Condition        Report By
 BJ1279  HISTORY     - 1935     MONUMENTED       CGS
 BJ1279  HISTORY     - 1955     GOOD             CGS
 BJ1279  HISTORY     - 19950227 MARK NOT FOUND   LADTD
 BJ1279
 BJ1279                          STATION DESCRIPTION
 BJ1279
 BJ1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1279'2.6 MI SE FROM FRANKLINTON.
 BJ1279'LOCATED 2.6 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BJ1279'FROM THE STATION AT FRANKLINTON, AT A PRIVATE ROAD CROSSING, 2 1/2
 BJ1279'POLES NORTHWEST OF MILEPOST 83.  IT IS 38 FEET NORTHEAST OF THE
 BJ1279'NORTHEAST RAIL, 32 FEET SOUTHEAST OF THE CENTERLINE OF A ROAD, 3 FEET
 BJ1279'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 23 FEET NORTHEAST OF A
 BJ1279'ROW OF POLES AND 41 FEET SOUTHWEST OF A ROAD PARALLELING THE TRACK. IT
 BJ1279'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BJ1279'INCHES AND LEVEL WITH THE TRACK.
 BJ1279
 BJ1279                          STATION RECOVERY (1995)
 BJ1279
 BJ1279'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BJ1279'THIS STATION WAS SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1278 ***********************************************************************
 BX1278  DESIGNATION -  E 97
 BX1278  PID         -  BX1278
 BX1278  STATE/COUNTY-  LA/NATCHITOCHES
 BX1278  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1278
 BX1278                         *CURRENT SURVEY CONTROL
 BX1278  ___________________________________________________________________
 BX1278* NAD 83(1986)-  31 31 48.     (N)    092 56 29.     (W)     SCALED    
 BX1278* NAVD 88     -        30.20   (+/-2cm)      99.1    (feet)  VERTCON   
 BX1278  ___________________________________________________________________
 BX1278  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX1278
 BX1278  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1278
 BX1278.The horizontal coordinates were scaled from a topographic map and have
 BX1278.an estimated accuracy of +/- 6 seconds.
 BX1278
 BX1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1278.The vertical order pertains to the NGVD 29 superseded value.
 BX1278
 BX1278.The geoid height was determined by GEOID03.
 BX1278
 BX1278;                    North         East    Units  Estimated Accuracy
 BX1278;SPC LA N     -   114,290.      958,080.      MT  (+/- 180 meters Scaled)
 BX1278
 BX1278                          SUPERSEDED SURVEY CONTROL
 BX1278
 BX1278  NGVD 29 (??/??/??)   30.226  (m)           99.17   (f) ADJUSTED    1 2
 BX1278
 BX1278.Superseded values are not recommended for survey control.
 BX1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1278.See file dsdata.txt to determine how the superseded data were derived.
 BX1278
 BX1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ055883(NAD 83)
 BX1278_MARKER: DB = BENCH MARK DISK
 BX1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1278_STAMPING: E-97 1938
 BX1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1278+STABILITY: SURFACE MOTION
 BX1278
 BX1278  HISTORY     - Date     Condition        Report By
 BX1278  HISTORY     - 1938     MONUMENTED       CGS
 BX1278  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1278  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1278
 BX1278                          STATION DESCRIPTION
 BX1278
 BX1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1278'0.5 MI E FROM DERRY.
 BX1278'10 FEET WEST OF MILE POST NO. 228.  55 FEET SOUTH OF CENTER LINE OF
 BX1278'THE T. AND P. R. R. MAIN LINE.  15 POLES EAST OF DERRY STATION.
 BX1278
 BX1278                          STATION RECOVERY (1980)
 BX1278
 BX1278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1278'MARK NOT FOUND.
 BX1278
 BX1278                          STATION RECOVERY (2001)
 BX1278
 BX1278'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2561 ***********************************************************************
 AU2561  DESIGNATION -  E COTE BLANCHE BAY TEX WELL 9
 AU2561  PID         -  AU2561
 AU2561  STATE/COUNTY-  LA/ST MARY
 AU2561  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU2561
 AU2561                         *CURRENT SURVEY CONTROL
 AU2561  ___________________________________________________________________
 AU2561* NAD 83(1992)-  29 34 47.35930(N)    091 33 47.91319(W)     ADJUSTED  
 AU2561* NAVD 88     -                                                        
 AU2561  **This station is located in a subsidence area (see below).
 AU2561  ___________________________________________________________________
 AU2561  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2561  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AU2561
 AU2561  HORZ ORDER  -  THIRD
 AU2561
 AU2561.The horizontal coordinates were established by classical geodetic methods
 AU2561.and adjusted by the National Geodetic Survey in January 1993..
 AU2561
 AU2561 ** The orthometric height has not been validated since last determined
 AU2561 ** by differential leveling and should not be used for control purposes.
 AU2561 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2561 ** area with valid NAVD 88 orthometric heights.
 AU2561 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2561 ** epoch indicated which incorporates improved geoid heights for the
 AU2561 ** Southern Louisiana Subsidence area.
 AU2561 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2561
 AU2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2561
 AU2561.The geoid height was determined by GEOID03.
 AU2561
 AU2561;                    North         East     Units Scale Factor Converg.
 AU2561;SPC LA S     -   119,715.542   977,718.674   MT  0.99995257   -0 06 54.0
 AU2561;SPC LA S     -   392,766.74  3,207,732.02   sFT  0.99995257   -0 06 54.0
 AU2561;UTM  15      - 3,273,089.038   639,153.036   MT  0.99983892   +0 42 33.5
 AU2561
 AU2561                          SUPERSEDED SURVEY CONTROL
 AU2561
 AU2561  NAD 83(1986)-  29 34 47.38289(N)    091 33 47.90920(W) AD(       ) 4
 AU2561  NAD 27      -  29 34 46.61700(N)    091 33 47.52900(W) AD(       ) 3
 AU2561
 AU2561.Superseded values are not recommended for survey control.
 AU2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2561.See file dsdata.txt to determine how the superseded data were derived.
 AU2561
 AU2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3915373089(NAD 83)
 AU2561_MARKER: 67 = OIL DERRICK
 AU2561
 AU2561  HISTORY     - Date     Condition        Report By
 AU2561  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2561
 AU2561                          STATION DESCRIPTION
 AU2561
 AU2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2561'THE STATION IS THE DERRICK OVER TEXAS COMPANY WELL NO. 9, IN
 AU2561'EAST COTE BLANCHE BAY, ABOUT 4 MILES SOUTH SOUTHWEST OF
 AU2561'TRIANGULATION STATION SOUTH BEND 1933, ABOUT 2 MILES WEST
 AU2561'NORTHWEST OF SALT POINT, AND ABOUT 11 MILES SOUTHWEST OF FRANKLIN.
 AU2561'
 AU2561'THE DERRICK IS TEMPORARY AND SUBJECT TO REMOVAL IN THE NEAR
 AU2561'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4291 ***********************************************************************
 BJ4291  DESIGNATION -  E J HOSPITAL
 BJ4291  PID         -  BJ4291
 BJ4291  STATE/COUNTY-  LA/JEFFERSON
 BJ4291  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4291
 BJ4291                         *CURRENT SURVEY CONTROL
 BJ4291  ___________________________________________________________________
 BJ4291* NAD 83(1992)-  30 00 46.76026(N)    090 10 52.77669(W)     ADJUSTED  
 BJ4291* NAVD 88     -        41.7  **(meters)     137.   **(feet)  VERTCON   
 BJ4291  **This station is located in a subsidence area (see below).
 BJ4291  ___________________________________________________________________
 BJ4291  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4291  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BJ4291
 BJ4291  HORZ ORDER  -  FIRST
 BJ4291
 BJ4291.The horizontal coordinates were established by classical geodetic methods
 BJ4291.and adjusted by the National Geodetic Survey in January 1993..
 BJ4291
 BJ4291 ** The orthometric height has not been validated since last determined
 BJ4291 ** by differential leveling and should not be used for control purposes.
 BJ4291 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4291 ** area with valid NAVD 88 orthometric heights.
 BJ4291 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4291 ** epoch indicated which incorporates improved geoid heights for the
 BJ4291 ** Southern Louisiana Subsidence area.
 BJ4291 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4291
 BJ4291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4291
 BJ4291.The geoid height was determined by GEOID03.
 BJ4291
 BJ4291;                    North         East     Units Scale Factor Converg.
 BJ4291;SPC LA S     -   168,264.779 1,111,128.219   MT  0.99992577   +0 34 33.7
 BJ4291;SPC LA S     -   552,048.70  3,645,426.50   sFT  0.99992577   +0 34 33.7
 BJ4291;UTM  15      - 3,323,571.377   771,874.278   MT  1.00051205   +1 24 38.7
 BJ4291
 BJ4291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4291!SPC LA S     -   0.99999757  x   0.99992577  =   0.99992334
 BJ4291!UTM  15      -   0.99999757  x   1.00051205  =   1.00050962
 BJ4291
 BJ4291:                Primary Azimuth Mark                     Grid Az
 BJ4291:SPC LA S     -  VORTAC LAKE PONTCHARTRAIN MSY            024 38 04.3
 BJ4291:UTM  15      -  VORTAC LAKE PONTCHARTRAIN MSY            023 47 59.3
 BJ4291
 BJ4291|---------------------------------------------------------------------|
 BJ4291| PID    Reference Object                     Distance      Geod. Az  |
 BJ4291|                                                           dddmmss.s |
 BJ4291| BJ4290 VORTAC LAKE PONTCHARTRAIN MSY       APPROX. 2.1 KM 0251238.0 |
 BJ4291| BJ4288 CROSSOVER 7                         APPROX. 7.2 KM 0283246.3 |
 BJ4291| BJ4246 NEW ORLEANS RAD KKD 758 TOWER       APPROX. 6.7 KM 0772952.5 |
 BJ4291| AU2784 METAIRIE EAST WATER TANK            APPROX. 2.9 KM 1283708.0 |
 BJ4291| CW1310 E J HOSPITAL RP 1                    10.345 METERS 22720     |
 BJ4291| BJ4286 METAIRIE WEST WATER TANK            APPROX. 3.9 KM 2564657.8 |
 BJ4291| BJ4283 RADIO STATION WWL SOUTH MAST        APPROX. 6.6 KM 2944537.4 |
 BJ4291| BJ4284 RADIO STATION WWL NORTH MAST        APPROX. 6.7 KM 2954734.6 |
 BJ4291| CW1311 E J HOSPITAL RP 2                    11.205 METERS 30346     |
 BJ4291|---------------------------------------------------------------------|
 BJ4291
 BJ4291                          SUPERSEDED SURVEY CONTROL
 BJ4291
 BJ4291  NAD 83(1986)-  30 00 46.77568(N)    090 10 52.77510(W) AD(       ) 1
 BJ4291  NAD 27      -  30 00 46.04646(N)    090 10 52.50552(W) AD(       ) 1
 BJ4291  NGVD 29 (07/19/86)   41.8    (m)          137.     (f) VERT ANG       
 BJ4291
 BJ4291.Superseded values are not recommended for survey control.
 BJ4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4291.See file dsdata.txt to determine how the superseded data were derived.
 BJ4291
 BJ4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7187423571(NAD 83)
 BJ4291_MARKER: DS = TRIANGULATION STATION DISK
 BJ4291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4291
 BJ4291  HISTORY     - Date     Condition        Report By
 BJ4291  HISTORY     - 1972     MONUMENTED       NGS
 BJ4291
 BJ4291                          STATION DESCRIPTION
 BJ4291
 BJ4291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4291'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 BJ4291'
 BJ4291'THE STATION IS ABOUT 7 MILES NORTHWEST OF DOWNTOWN NEW ORLEANS, 1
 BJ4291'MILE SOUTH OF LAKE PONTCHARTRAIN, NORTHWEST EDGE OF METAIRIE, IN
 BJ4291'SECTION 44, T 12 S, R 23 E, AND ON THE HIGHEST PART OF THE EAST
 BJ4291'JEFFERSON HOSPITAL.  MR. THOMAS H. HANNON SR., DIRECTOR OF
 BJ4291'BUILDING SERVICE AND ENGINEERING DEPARTMENT, 4200 HOUMA BOULEVARD,
 BJ4291'METAIRIE, LOUISIANA, 70002.  TELEPHONE NUMBER 885-1100 EXT. 556.
 BJ4291'
 BJ4291'TO REACH THE STATION FROM THE JUNCTION OF CLEARVIEW PARKWAY AND
 BJ4291'INTERSTATE 10 IN THE NORTHWEST EDGE OF METAIRIE, GO NORTH ON
 BJ4291'CLEARVIEW PARKWAY FOR 0.4 MILE TO VETERANS BOULEVARD, CONTINUE NORTH
 BJ4291'ON CLEARVIEW PARKWAY FOR 0.6 MILE TO ITHACA STREET ON THE
 BJ4291'RIGHT.  TURN RIGHT AND GO EAST ON ITHACA STREET FOR 0.25 MILE TO
 BJ4291'HUDSON STREET AND THE EAST JEFFERSON HOSPITAL ON THE LEFT.
 BJ4291'
 BJ4291'STATION MARK, A STANDARD DISK STAMPED E.J. HOSPITAL 1972, IS SET IN
 BJ4291'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BJ4291'ABOVE THE ROOF TOP.  IT IS 25 FEET SOUTH OF THE NORTH EDGE OF THE
 BJ4291'ROOF TOP AND 20 FEET NORTH OF THE SOUTH EDGE OF THE ROOF TOP.
 BJ4291'
 BJ4291'REFERENCE POINT 1, A PUNCH HOLE IN THE METAL RIM ON THE SOUTHWEST
 BJ4291'CORNER OF THE BUILDING.
 BJ4291'
 BJ4291'REFERENCE POINT 2, A PUNCH HOLE IN THE METAL RIM ON THE NORTHWEST
 BJ4291'CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0339 ***********************************************************************
 BJ0339  DESIGNATION -  E KROTZ SPRINGS CAP
 BJ0339  PID         -  BJ0339
 BJ0339  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0339  USGS QUAD   -  LOTTIE (1994)
 BJ0339
 BJ0339                         *CURRENT SURVEY CONTROL
 BJ0339  ___________________________________________________________________
 BJ0339* NAD 83(1986)-  30 32 26.     (N)    091 44 34.     (W)     SCALED    
 BJ0339* NAVD 88     -        10.85   (+/-2cm)      35.6    (feet)  VERTCON   
 BJ0339  ___________________________________________________________________
 BJ0339  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0339
 BJ0339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0339
 BJ0339.The horizontal coordinates were scaled from a topographic map and have
 BJ0339.an estimated accuracy of +/- 6 seconds.
 BJ0339
 BJ0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0339.The vertical order pertains to the NGVD 29 superseded value.
 BJ0339
 BJ0339.The geoid height was determined by GEOID03.
 BJ0339
 BJ0339;                    North         East    Units  Estimated Accuracy
 BJ0339;SPC LA S     -   226,260.      960,710.      MT  (+/- 180 meters Scaled)
 BJ0339
 BJ0339                          SUPERSEDED SURVEY CONTROL
 BJ0339
 BJ0339  NGVD 29 (??/??/??)   10.862  (m)           35.64   (f) ADJUSTED    2 0
 BJ0339
 BJ0339.Superseded values are not recommended for survey control.
 BJ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0339.See file dsdata.txt to determine how the superseded data were derived.
 BJ0339
 BJ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP205793(NAD 83)
 BJ0339_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0339_SP_SET: PIER
 BJ0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0339
 BJ0339  HISTORY     - Date     Condition        Report By
 BJ0339  HISTORY     - UNK      MONUMENTED       DOD
 BJ0339  HISTORY     - 1964     GOOD             CGS
 BJ0339  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0339
 BJ0339                          STATION DESCRIPTION
 BJ0339
 BJ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0339'IN EAST KROTZ SPRINGS.
 BJ0339'AT EAST KROTZ SPRINGS, POINTE COUPEE PARISH, ON THE NEW ORLEANS, TEXAS
 BJ0339'AND MEXICO RAILWAY, AT THE BRIDGE OVER ATCHAFALAYA RIVER, IN THE TOP
 BJ0339'OF THE EAST PIER, 3 FEET S OF THE N EDGE, 0.3 FOOT N OF THE NE CORNER
 BJ0339'OF THE STEEL TRUSS FOOTING MARKED U.S. AND ON THE CENTER OF THE E AND
 BJ0339'W LINE.
 BJ0339
 BJ0339                          STATION RECOVERY (1976)
 BJ0339
 BJ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2652 ***********************************************************************
 BJ2652  DESIGNATION -  EARL BOLT
 BJ2652  PID         -  BJ2652
 BJ2652  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2652  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2652
 BJ2652                         *CURRENT SURVEY CONTROL
 BJ2652  ___________________________________________________________________
 BJ2652* NAD 83(1986)-  30 35 12.     (N)    091 45 01.     (W)     SCALED    
 BJ2652* NAVD 88     -         7.45   (+/-2cm)      24.4    (feet)  VERTCON   
 BJ2652  ___________________________________________________________________
 BJ2652  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2652
 BJ2652  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2652
 BJ2652.The horizontal coordinates were scaled from a topographic map and have
 BJ2652.an estimated accuracy of +/- 6 seconds.
 BJ2652
 BJ2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2652.The vertical order pertains to the NGVD 29 superseded value.
 BJ2652
 BJ2652.The geoid height was determined by GEOID03.
 BJ2652
 BJ2652;                    North         East    Units  Estimated Accuracy
 BJ2652;SPC LA S     -   231,370.      960,010.      MT  (+/- 180 meters Scaled)
 BJ2652
 BJ2652                          SUPERSEDED SURVEY CONTROL
 BJ2652
 BJ2652  NGVD 29 (??/??/??)    7.467  (m)           24.50   (f) ADJUSTED    1 2
 BJ2652
 BJ2652.Superseded values are not recommended for survey control.
 BJ2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2652.See file dsdata.txt to determine how the superseded data were derived.
 BJ2652
 BJ2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP198844(NAD 83)
 BJ2652_MARKER: B = BOLT
 BJ2652_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2652_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2652_STAMPING: P B M EARL 1946
 BJ2652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2652
 BJ2652  HISTORY     - Date     Condition        Report By
 BJ2652  HISTORY     - 1946     MONUMENTED       DOD
 BJ2652  HISTORY     - 1966     GOOD             CGS
 BJ2652
 BJ2652                          STATION DESCRIPTION
 BJ2652
 BJ2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2652'4.6 MI NE FROM KROTZ SPRINGS.
 BJ2652'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2652'STATION AT KROTZ SPRINGS, THENCE 3.55 MILES NORTH ALONG A LEVEE AND A
 BJ2652'GRAVELED ROAD, 0.05 MILE SOUTH OF A CURVE IN THE LEVEE AND THE ROAD,
 BJ2652'22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 27 1/2 FEET WEST OF
 BJ2652'THE NORTH GATE POST IN THE EAST ROAD RIGHT-OF-WAY FENCE, 9 FEET NORTH
 BJ2652'OF THE CENTER LINE OF A TRAIL ROAD, 92 FEET SOUTH OF A POWER POLE, 2.5
 BJ2652'FEET SOUTHEAST OF A METAL WITNESS POST, A COPPER BOLT SET IN A
 BJ2652'CONCRETE SLAB ABOUT 2 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO
 BJ2652'WHICH IS HAD THROUGH A 5-INCH IRON PIPE BEARING A U. S. ENGINEERS CAP
 BJ2652'WHICH PROJECTS 2 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2651 ***********************************************************************
 BJ2651  DESIGNATION -  EARL CAP
 BJ2651  PID         -  BJ2651
 BJ2651  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2651  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2651
 BJ2651                         *CURRENT SURVEY CONTROL
 BJ2651  ___________________________________________________________________
 BJ2651* NAD 83(1986)-  30 35 12.     (N)    091 45 01.     (W)     SCALED    
 BJ2651* NAVD 88     -         8.68   (+/-2cm)      28.5    (feet)  VERTCON   
 BJ2651  ___________________________________________________________________
 BJ2651  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2651
 BJ2651  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2651
 BJ2651.The horizontal coordinates were scaled from a topographic map and have
 BJ2651.an estimated accuracy of +/- 6 seconds.
 BJ2651
 BJ2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2651.The vertical order pertains to the NGVD 29 superseded value.
 BJ2651
 BJ2651.The geoid height was determined by GEOID03.
 BJ2651
 BJ2651;                    North         East    Units  Estimated Accuracy
 BJ2651;SPC LA S     -   231,370.      960,010.      MT  (+/- 180 meters Scaled)
 BJ2651
 BJ2651                          SUPERSEDED SURVEY CONTROL
 BJ2651
 BJ2651  NGVD 29 (??/??/??)    8.698  (m)           28.54   (f) ADJUSTED    1 2
 BJ2651
 BJ2651.Superseded values are not recommended for survey control.
 BJ2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2651.See file dsdata.txt to determine how the superseded data were derived.
 BJ2651
 BJ2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP198844(NAD 83)
 BJ2651_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2651_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2651_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2651_STAMPING: P B M EARL 1946
 BJ2651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2651
 BJ2651  HISTORY     - Date     Condition        Report By
 BJ2651  HISTORY     - 1946     MONUMENTED       DOD
 BJ2651  HISTORY     - 1966     GOOD             CGS
 BJ2651
 BJ2651                          STATION DESCRIPTION
 BJ2651
 BJ2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2651'4.6 MI NE FROM KROTZ SPRINGS.
 BJ2651'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2651'STATION AT KROTZ SPRINGS, THENCE 3.55 MILES NORTH ALONG A LEVEE AND A
 BJ2651'GRAVELED ROAD, 0.05 MILE SOUTH OF A CURVE IN THE LEVEE AND THE ROAD,
 BJ2651'22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 27 1/2 FEET WEST OF
 BJ2651'THE NORTH GATE POST IN THE EAST ROAD RIGHT-OF-WAY FENCE, 9 FEET NORTH
 BJ2651'OF THE CENTER LINE OF A TRAIL ROAD, 92 FEET SOUTH OF A POWER POLE, 2.5
 BJ2651'FEET SOUTHEAST OF A METAL WITNESS POST.  A 5-INCH IRON PIPE BEARING A
 BJ2651'U. S. ENGINEERS CAP WHICH PROJECTS 2 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2127 ***********************************************************************
 BK2127  DESIGNATION -  EARLS
 BK2127  PID         -  BK2127
 BK2127  STATE/COUNTY-  LA/AVOYELLES
 BK2127  USGS QUAD   -  BUNKIE (1992)
 BK2127
 BK2127                         *CURRENT SURVEY CONTROL
 BK2127  ___________________________________________________________________
 BK2127* NAD 83(1992)-  30 52 34.28293(N)    092 12 34.88390(W)     ADJUSTED  
 BK2127* NAVD 88     -        15.11   (+/-2cm)      49.6    (feet)  VERTCON   
 BK2127  ___________________________________________________________________
 BK2127  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2127  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2127
 BK2127  HORZ ORDER  -  FIRST
 BK2127  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2127
 BK2127.The horizontal coordinates were established by classical geodetic methods
 BK2127.and adjusted by the National Geodetic Survey in January 1993..
 BK2127
 BK2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2127.The vertical order pertains to the NGVD 29 superseded value.
 BK2127
 BK2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2127
 BK2127.The geoid height was determined by GEOID03.
 BK2127
 BK2127;                    North         East     Units Scale Factor Converg.
 BK2127;SPC LA N     -    41,749.162 1,027,763.749   MT  1.00007854   +0 09 12.6
 BK2127;SPC LA N     -   136,972.04  3,371,921.57   sFT  1.00007854   +0 09 12.6
 BK2127;SPC LA S     -   263,717.711   916,193.545   MT  1.00004222   -0 26 17.5
 BK2127;SPC LA S     -   865,213.86  3,005,878.32   sFT  1.00004222   -0 26 17.5
 BK2127;UTM  15      - 3,416,148.167   575,546.230   MT  0.99967040   +0 24 20.1
 BK2127
 BK2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2127!SPC LA N     -   1.00000190  x   1.00007854  =   1.00008044
 BK2127!SPC LA S     -   1.00000190  x   1.00004222  =   1.00004412
 BK2127!UTM  15      -   1.00000190  x   0.99967040  =   0.99967229
 BK2127
 BK2127:                Primary Azimuth Mark                     Grid Az
 BK2127:SPC LA N     -  BUNKIE MUN TANK                          017 31 17.5
 BK2127:SPC LA S     -  BUNKIE MUN TANK                          018 06 47.6
 BK2127:UTM  15      -  BUNKIE MUN TANK                          017 16 10.0
 BK2127
 BK2127|---------------------------------------------------------------------|
 BK2127| PID    Reference Object                     Distance      Geod. Az  |
 BK2127|                                                           dddmmss.s |
 BK2127| BK2627 BUNKIE MUN TANK                     APPROX. 9.0 KM 0174030.1 |
 BK2127| CW1313 EARLES RM 1                          67.196 METERS 04257     |
 BK2127| BK2622 ST LANDRY D HASS TANK               APPROX. 5.3 KM 1692649.5 |
 BK2127| BK2126 20 GDS USGS                         117.759 METERS 17533     |
 BK2127| CW1312 EARLES AZ MK                                       1901750.5 |
 BK2127| BK2674 ST LANDRY CENLA MW KKC 693          APPROX. 6.0 KM 2330828.5 |
 BK2127| BK2673 TURKEY CREEK ATT MW KLV 52          APPROX.12.2 KM 2703847.5 |
 BK2127|---------------------------------------------------------------------|
 BK2127
 BK2127                          SUPERSEDED SURVEY CONTROL
 BK2127
 BK2127  NAD 83(1986)-  30 52 34.30319(N)    092 12 34.87793(W) AD(       ) 1
 BK2127  NAD 27      -  30 52 33.60384(N)    092 12 34.42390(W) AD(       ) 1
 BK2127  NGVD 29 (??/??/??)   15.085  (m)           49.49   (f) ADJUSTED    2 2
 BK2127
 BK2127.Superseded values are not recommended for survey control.
 BK2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2127.See file dsdata.txt to determine how the superseded data were derived.
 BK2127
 BK2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7554616148(NAD 83)
 BK2127_MARKER: DS = TRIANGULATION STATION DISK
 BK2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2127_SP_SET: CONCRETE POST
 BK2127_STAMPING: EARLS 1969
 BK2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2127+STABILITY: SURFACE MOTION
 BK2127
 BK2127  HISTORY     - Date     Condition        Report By
 BK2127  HISTORY     - 1969     MONUMENTED       CGS
 BK2127  HISTORY     - 1977     GOOD             LADTD
 BK2127
 BK2127                          STATION DESCRIPTION
 BK2127
 BK2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2127'NO MEASUREMENT BETWEEN RMS DUE TO POWERLINE POLE AND CANAL
 BK2127'DITCH.
 BK2127'
 BK2127'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF MORROW, 6
 BK2127'MILES SOUTH-SOUTHWEST OF BUNKIE AND 2-1/4 MILES NORTHEAST OF
 BK2127'ST. LANDRY.  IT IS IN NW 1/4 SEC. 19, T. 2 S., R. 4 E. AND IS
 BK2127'ON PROPERTY OWNED AND OCCUPIED BY MR. JAMES EARLES.
 BK2127'
 BK2127'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 29 AND 1176, THAT
 BK2127'IS ABOUT 3.5 MILES SOUTH OF BUNKIE, GO SOUTH ON HIGHWAY 29 FOR
 BK2127'2.1 MILES TO THE STATION ON THE RIGHT JUST AFTER PASSING
 BK2127'DRIVEWAY.  CONTINUE SOUTH ON STATE HIGHWAY 29 FOR 0.35 MILE
 BK2127'TO THE AZIMUTH MARK ON THE LEFT, IN CONCRETE ABUTMENT.
 BK2127'
 BK2127'STATION MARK IS A STANDARD DISK, STAMPED EARLES 1969, SET
 BK2127'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BK2127'FLUSH WITH THE GROUND.  IT IS ABOUT 500 FEET SOUTHEAST OF
 BK2127'THE SOUTHEAST CORNER OF HOUSE, 120 FEET SOUTH OF THE
 BK2127'APPROXIMATE CENTER OF DRIVEWAY, 64.5 FEET WEST OF THE
 BK2127'CENTERLINE OF STATE HIGHWAY 29 AND 32 FEET NORTH OF THE
 BK2127'APPROXIMATE CENTER OF DIRT DRIVEWAY.
 BK2127'
 BK2127'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EARLES NO 1
 BK2127'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2127'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 47
 BK2127'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 29, 7.5 FEET
 BK2127'NORTH OF POWERLINE POLE NO. 52 AND 2.3 FEET SOUTH OF METAL
 BK2127'WITNESS POST WITH SIGN ATTACHED.
 BK2127'
 BK2127'REFERENCE MARK 2 GDS 20 (USGS) IS A STANDARD U.S. GEOLOGICAL
 BK2127'SURVEY STATION DISK, STAMPED GDS 20 1965, SET IN THE TOP
 BK2127'OF AN 8-INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 BK2127'IS 50 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 29, 34.7
 BK2127'FEET WEST OF THE NORTHWEST CORNER OF HOUSE, 2.8 FEET SOUTH OF
 BK2127'A METAL WITNESS POST WITH SIGN ATTACHED AND 2.5 FEET EAST OF
 BK2127'POWERLINE POLE NO. 50.
 BK2127'
 BK2127'AZIMUTH MARK IS A STANDARD DISK, STAMPED EARLES 1969, SET IN
 BK2127'DRILLHOLE IN THE EAST HEADWALL OF A CONCRETE CULVERT
 BK2127'ABUTMENT.  IT IS 58 FEET NORTHWEST OF A POWERLINE POLE NO. 44,
 BK2127'47 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD AND 2.6
 BK2127'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BK2127'
 BK2127'HEIGHT OF LIGHT ABOVE STATION MARK 34.46 METERS.
 BK2127
 BK2127                          STATION RECOVERY (1977)
 BK2127
 BK2127'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BK2127'5.8 MI NE FROM BUNKIE.
 BK2127'ABOUT 5.8 MILES SE ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF US
 BK2127'HIGHWAY 71 AT BUNKIE, IT IS ABOUT 500 FT SE OF THE SE CORNER OF A
 BK2127'HOUSE, 120 FT SOUTH OF THE CENTER OF A DRIVEWAY, 65 FT WEST OF THE
 BK2127'CENTERLINE OF STATE HIGHWAY 29, 384 FT NW OF POWER POLE NO 50,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2125 ***********************************************************************
 BK2125  DESIGNATION -  EARLS AZ MK
 BK2125  PID         -  BK2125
 BK2125  STATE/COUNTY-  LA/AVOYELLES
 BK2125  USGS QUAD   -  WHITEVILLE (1992)
 BK2125
 BK2125                         *CURRENT SURVEY CONTROL
 BK2125  ___________________________________________________________________
 BK2125* NAD 83(1986)-  30 52 12.     (N)    092 12 38.     (W)     SCALED    
 BK2125* NAVD 88     -        14.94   (+/-2cm)      49.0    (feet)  VERTCON   
 BK2125  ___________________________________________________________________
 BK2125  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2125
 BK2125  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2125
 BK2125.The horizontal coordinates were scaled from a topographic map and have
 BK2125.an estimated accuracy of +/- 6 seconds.
 BK2125
 BK2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2125.The vertical order pertains to the NGVD 29 superseded value.
 BK2125
 BK2125.The geoid height was determined by GEOID03.
 BK2125
 BK2125;                    North         East    Units  Estimated Accuracy
 BK2125;SPC LA N     -    41,060.    1,027,680.      MT  (+/- 180 meters Scaled)
 BK2125
 BK2125                          SUPERSEDED SURVEY CONTROL
 BK2125
 BK2125  NGVD 29 (??/??/??)   14.913  (m)           48.93   (f) ADJUSTED    2 2
 BK2125
 BK2125.Superseded values are not recommended for survey control.
 BK2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2125.See file dsdata.txt to determine how the superseded data were derived.
 BK2125
 BK2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ754154(NAD 83)
 BK2125_MARKER: DZ = AZIMUTH MARK DISK
 BK2125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK2125_SP_SET: STRUCTURE HEAD WALL
 BK2125_STAMPING: EARLES AZMK 1969
 BK2125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2125
 BK2125  HISTORY     - Date     Condition        Report By
 BK2125  HISTORY     - 1969     MONUMENTED       CGS
 BK2125  HISTORY     - 1977     GOOD             LADTD
 BK2125
 BK2125                          STATION DESCRIPTION
 BK2125
 BK2125'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2125'6.2 MI NE FROM BUNKIE.
 BK2125'ABOUT 6.2 MILES SW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF US
 BK2125'HIGHWAY 71 AT BUNKIE, ABOUT .20 MILES NE OF THE JUNCTION OF STATE
 BK2125'HIGHWAY 29 AND STATE HIGHWAY 106, 24 FT EAST OF THE CENTERLINE OF
 BK2125'STATE HIGHWAY 29, 57 FT NORTH OF POWER POLE NO 44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2128 ***********************************************************************
 BK2128  DESIGNATION -  EARLS RM 1
 BK2128  PID         -  BK2128
 BK2128  STATE/COUNTY-  LA/AVOYELLES
 BK2128  USGS QUAD   -  BUNKIE (1992)
 BK2128
 BK2128                         *CURRENT SURVEY CONTROL
 BK2128  ___________________________________________________________________
 BK2128* NAD 83(1986)-  30 52 32.     (N)    092 12 33.     (W)     SCALED    
 BK2128* NAVD 88     -        15.11   (+/-2cm)      49.6    (feet)  VERTCON   
 BK2128  ___________________________________________________________________
 BK2128  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2128
 BK2128  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2128
 BK2128.The horizontal coordinates were scaled from a topographic map and have
 BK2128.an estimated accuracy of +/- 6 seconds.
 BK2128
 BK2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2128.The vertical order pertains to the NGVD 29 superseded value.
 BK2128
 BK2128.The geoid height was determined by GEOID03.
 BK2128
 BK2128;                    North         East    Units  Estimated Accuracy
 BK2128;SPC LA N     -    41,680.    1,027,810.      MT  (+/- 180 meters Scaled)
 BK2128
 BK2128                          SUPERSEDED SURVEY CONTROL
 BK2128
 BK2128  NGVD 29 (??/??/??)   15.082  (m)           49.48   (f) ADJUSTED    2 2
 BK2128
 BK2128.Superseded values are not recommended for survey control.
 BK2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2128.See file dsdata.txt to determine how the superseded data were derived.
 BK2128
 BK2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ755160(NAD 83)
 BK2128_MARKER: DR = REFERENCE MARK DISK
 BK2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2128_SP_SET: CONCRETE POST
 BK2128_STAMPING: EARLS NO 1 1969
 BK2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2128+STABILITY: SURFACE MOTION
 BK2128
 BK2128  HISTORY     - Date     Condition        Report By
 BK2128  HISTORY     - 1969     MONUMENTED       CGS
 BK2128  HISTORY     - 1977     GOOD             LADTD
 BK2128
 BK2128                          STATION DESCRIPTION
 BK2128
 BK2128'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2128'5.8 MI NE FROM BUNKIE.
 BK2128'ABOUT 5.8 MILES SW ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF US
 BK2128'HIGHWAY 71, 47 FT EAST OF THE CENTERLINE OF STATE HIGHWAY 29, 8 FT
 BK2128'NORTH OF POWER POLE NO 52, 221 FT NE OF EARLS TRIANGULATION STATION,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0807 ***********************************************************************
 AV0807  DESIGNATION -  EAST
 AV0807  PID         -  AV0807
 AV0807  STATE/COUNTY-  LA/CAMERON
 AV0807  USGS QUAD   -  HACKBERRY (1982)
 AV0807
 AV0807                         *CURRENT SURVEY CONTROL
 AV0807  ___________________________________________________________________
 AV0807* NAD 83(1992)-  29 59 17.11984(N)    093 16 10.53728(W)     ADJUSTED  
 AV0807* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0807  **This station is located in a subsidence area (see below).
 AV0807  ___________________________________________________________________
 AV0807  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0807  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AV0807
 AV0807  HORZ ORDER  -  SECOND
 AV0807
 AV0807.The horizontal coordinates were established by classical geodetic methods
 AV0807.and adjusted by the National Geodetic Survey in January 1993..
 AV0807
 AV0807 ** The orthometric height has not been validated since last determined
 AV0807 ** by differential leveling and should not be used for control purposes.
 AV0807 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0807 ** area with valid NAVD 88 orthometric heights.
 AV0807 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0807 ** epoch indicated which incorporates improved geoid heights for the
 AV0807 ** Southern Louisiana Subsidence area.
 AV0807 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0807.The orthometric height was scaled from a topographic map.
 AV0807
 AV0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0807
 AV0807.The geoid height was determined by GEOID03.
 AV0807
 AV0807;                    North         East     Units Scale Factor Converg.
 AV0807;SPC LA S     -   166,524.581   813,177.895   MT  0.99992577   -0 58 05.4
 AV0807;SPC LA S     -   546,339.40  2,667,901.14   sFT  0.99992577   -0 58 05.4
 AV0807;UTM  15      - 3,317,496.080   473,995.160   MT  0.99960834   -0 08 05.1
 AV0807
 AV0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0807!SPC LA S     -   1.00000425  x   0.99992577  =   0.99993002
 AV0807!UTM  15      -   1.00000425  x   0.99960834  =   0.99961259
 AV0807
 AV0807:                Primary Azimuth Mark                     Grid Az
 AV0807:SPC LA S     -  EAST AZ MK                               013 51 07.9
 AV0807:UTM  15      -  EAST AZ MK                               013 01 07.6
 AV0807
 AV0807|---------------------------------------------------------------------|
 AV0807| PID    Reference Object                     Distance      Geod. Az  |
 AV0807|                                                           dddmmss.s |
 AV0807| AV1012 EAST AZ MK                          481.475 METERS 0125302.5 |
 AV0807| CV9757 EAST RM 3                            40.703 METERS 08339     |
 AV0807| CV9759 EAST RM 1                            28.870 METERS 08958     |
 AV0807| CV9758 EAST RM 4                            31.193 METERS 13441     |
 AV0807| CV9760 EAST RM 2                            18.500 METERS 17515     |
 AV0807| AV0808 HACKBERRY CATHOLIC CHURCH           APPROX. 9.5 KM 2683439.9 |
 AV0807| BK1526 GRAND LAKE                          APPROX. 4.7 KM 3571540.0 |
 AV0807|---------------------------------------------------------------------|
 AV0807
 AV0807                          SUPERSEDED SURVEY CONTROL
 AV0807
 AV0807  NAD 83(1986)-  29 59 17.14560(N)    093 16 10.52469(W) AD(       ) 2
 AV0807  NAD 27      -  29 59 16.37600(N)    093 16 09.97300(W) AD(       ) 2
 AV0807
 AV0807.Superseded values are not recommended for survey control.
 AV0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0807.See file dsdata.txt to determine how the superseded data were derived.
 AV0807
 AV0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7399517496(NAD 83)
 AV0807_MARKER: DS = TRIANGULATION STATION DISK
 AV0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0807_STAMPING: EAST 1932
 AV0807_MARK LOGO: CGS   
 AV0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0807+STABILITY: SURFACE MOTION
 AV0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0807+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1981
 AV0807
 AV0807  HISTORY     - Date     Condition        Report By
 AV0807  HISTORY     - 1932     MONUMENTED       CGS
 AV0807  HISTORY     - 1934     GOOD             CGS
 AV0807  HISTORY     - 1963     GOOD             CGS
 AV0807  HISTORY     - 1964     GOOD             CGS
 AV0807  HISTORY     - 19810428 GOOD             NGS
 AV0807
 AV0807                          STATION DESCRIPTION
 AV0807
 AV0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0807'STATION LOCATED ON THE E SHORE OF CALCASIEU (BIG) LAKE ABOUT A
 AV0807'MILE ABOVE A VERY PROMINENT POINT KNOWN AS WILLIAMS POINT,
 AV0807'ON A POINT WHICH IS THE FIRST POINT S OF EASTS HOUSE (THE
 AV0807'ONLY HOUSE IN THE VICINITY) LOCATED 300 FEET FROM THE END OF
 AV0807'THE POINT, 70 FEET FROM THE N SIDE OF THE POINT, AND 150
 AV0807'FEET FROM THE S SIDE.
 AV0807'
 AV0807'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AV0807'CONCRETE.
 AV0807'
 AV0807'AN AZIMUTH MARK, A BRASS SCREW IN A CONCRETE CYLINDER WAS
 AV0807'ESTABLISHED ABOUT 400 YARDS NNE OF THE STATION AND 60 FEET FROM
 AV0807'THE LAKE SHORE IN FRONT OF EASTS HOUSE.
 AV0807'
 AV0807'TO REACH THE STATION FROM GRAND LAKE, GO MAIN SHELL ROAD E
 AV0807'AND S 2.7 MILES, TURN RIGHT BEFORE REACHING A CHURCH (GRAND
 AV0807'LAKE CATHOLIC), PASS SCHOOL ON RIGHT, TURN RIGHT ON FIRST
 AV0807'DIRT ROAD AFTER PASSING SCHOOL, FOLLOW ROAD ABOUT 1/4 MILE
 AV0807'PAST BENOITS HOUSE, TURN LEFT THROUGH GATE TO END OF ROAD AT
 AV0807'EASTS HOUSE.  FROM EASTS HOUSE THE STATION IS ABOUT 430 YARDS
 AV0807'S ALONG THE LAKE.
 AV0807'
 AV0807'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 AV0807
 AV0807                          STATION RECOVERY (1934)
 AV0807
 AV0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0807'ORIGINAL DESCRIPTION CORRECT.
 AV0807
 AV0807                          STATION RECOVERY (1963)
 AV0807
 AV0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0807'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AV0807'2 FOUND DESTROYED.  REFERENCE MARK 1 WAS NOT RECOVERED.
 AV0807'
 AV0807'THE STATION IS ON JUBERT POINT AT HEBERTS FISHING CAMP, IT IS 32.7
 AV0807'FT. SOUTH OF MHW, 45 FT. NORTH OF EDGE OF CANAL AND 178.5
 AV0807'FT. EAST OF TIP OF POINT.  THE STATION IS ABOUT 2 INCHES
 AV0807'UNDERGROUND IN A SHELL ROAD.
 AV0807
 AV0807                          STATION RECOVERY (1964)
 AV0807
 AV0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 AV0807'THE STATION WAS VISITED 3-19-64 AND THE STATION MARK WAS
 AV0807'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND,
 AV0807'REFERENCE MARK NO. 2 WAS FOUND DESTROYED, AND THE AZIMUTH
 AV0807'MARK WAS DESTROYED BY A BULLDOZER WHILE CLEANING UP AFTER
 AV0807'HURRICANE ADURY.  REFERENCE MARK NO. 3 AND 4 WERE ESTABLISHED AT
 AV0807'THIS DATE.  THE LETTERS AND NUMBERS EAST 1932 WERE RESTAMPED
 AV0807'ON THE STATION DISK.  STATION GRAND LAKE WOULD BE VISIBLE WITH
 AV0807'A 12-FOOT STAND AT THE STATION.  A NEW DESCRIPTION FOLLOWS--
 AV0807'
 AV0807'THE STATION IS LOCATED ON THE EAST SHORE OF CALCASIEU LAKE
 AV0807'(BIG LAKE) ABOUT 3 MILES SOUTH OF THE VILLAGE OF GRAND LAKE,
 AV0807'ON A PROMINENT POINT LOCALLY KNOWN AS JUBERTS POINT, AND
 AV0807'AT HEBERTS FISHING CAMP.  IT IS 84 FEET NORTH OF THE NORTH
 AV0807'EDGE OF THE SLIP TO MOOR BOATS, 95.5 FEET E. OF THE NE CORNER OF
 AV0807'THE WEST BOAT LANDING, 28 FEET S. OF THE N. SHORE OF THE POINT,
 AV0807'173 FEET E. OF THE WEST END OF THE POINT, 48 FEET N OF THE
 AV0807'NE. CORNER OF THE EAST ONE OF TWO LAUNCHING RAMPS, 76 FEET
 AV0807'NE. OF A GAS PUMP, 65 FEET N OF A POWER POLE, 103 FEET E.
 AV0807'OF A POWER POLE WITH STREET LIGHT, AND 236 FEET WSW OF THE
 AV0807'SW CORNER OF THE HEBERTS FISHING CAMP.  IT IS A STANDARD
 AV0807'DISK, STAMPED EAST 1932, ABOUT 2 INCHES BELOW THE LEVEL
 AV0807'OF THE DRIVEWAY.
 AV0807'
 AV0807'REFERENCE MARK NO. 3 IS 133.45 FEET E. OF THE STATION, 103 FEET
 AV0807'SW OF THE SW CORNER OF HEBERTS FISHING CAMP, 86 FEET N. OF
 AV0807'N. EDGE OF THE SLIP, 83 FEET N OF POWER POLE AT NORTH EDGE
 AV0807'OF BOAT SLIP, 76 FEET S. OF THE N. SHORE OF THE POINT.  IT IS A
 AV0807'STANDARD DISK, STAMPED EAST NO 3, 1932 FLUSH WITH THE GROUND.
 AV0807'IT IS 1 FOOT NORTH OF A METAL WITNESS POST.
 AV0807'
 AV0807'REFERENCE MARK NO. 4 IS 102.32 FEET SE. OF THE STATION, 2 FEET
 AV0807'N. OF A POWER POLE, 52 FEET ESE OF SE CORNER OF THE EAST
 AV0807'LAUNCHING RAMP, 4 FEET N. OF THE N. EDGE OF THE MOORING SLIP.
 AV0807'IT IS A STANDARD DISK, STAMPED EAST NO 4 1932, FLUSH WITH
 AV0807'THE GROUND.
 AV0807'
 AV0807'THE DISTANCE FROM R.M. NO. 3 TO NO. 4 IS 105.55 FEET.
 AV0807'
 AV0807'TO REACH THE STATION FROM THE BRIDGE OVER THE INTERCOASTAL
 AV0807'CANAL ON STATE HIGHWAY 384, GO WEST ON HIGHWAY 384 FOR 1.1
 AV0807'MILES TO JUNCTION WITH STATE HIGHWAY 1144, TURN LEFT AND GO
 AV0807'SOUTH FOR 1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 AV0807'WEST FOR 1.4 MILE TO A SIDE ROAD LEFT (ABOUT 100 YARDS EAST OF
 AV0807'THE LAKE), TURN LEFT AND GO SOUTH FOR 0.3 MILE TO THE HEBERTS
 AV0807'FISHING CAMP AND THE STATION ON THE RIGHT.
 AV0807
 AV0807                          STATION RECOVERY (1981)
 AV0807
 AV0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AV0807'THE STATION MARK, REFERENCE MARK NO 3 AND REFERENCE MARK NO 4 WERE
 AV0807'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 AV0807'THE REFERENCE MARK COMPARED FAVORABLY WITH THE 1964 DATA. THIS DATE AN
 AV0807'AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A NEW COMPLETE
 AV0807'DESCRIPTION.
 AV0807' 
 AV0807'THE STATION IS LOCATED ON THE EAST SHORE OF CALCASIEU LAKE (BIG LAKE)
 AV0807'ABOUT 4.8 KM (3.0 MI) SOUTH OF THE VILLAGE OF GRAND LAKE, ON A
 AV0807'PROMINENT POINT LOCALLY KNOWN AS JUBERTS POINT, AND HEBERTS FISHING
 AV0807'CAMP.
 AV0807' 
 AV0807'TO REACH THE STATION FROM THE BRIDGE OVER THE INTERCOASTAL CANAL ON
 AV0807'STATE HIGHWAY 384, GO WEST ON HIGHWAY 384 FOR 1.76 KM (1.1 MI) TO
 AV0807'JUNCTION WITH STATE HIGHWAY 1144, TURN LEFT AND GO SOUTH FOR 2.40 KM
 AV0807'(1.5 MI) TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO WESTERLY ON
 AV0807'PARISH ROAD 409 FOR 2.16 KM (1.35 MI) TO MARTIN STREET ON THE LEFT AND
 AV0807'A SURFACED ROAD IS EXTENDED ABOUT 75 YARDS TO BARRIER AT EDGE OF LAKE
 AV0807'AND AZIMUTH MARK, TURN LEFT AND GO 0.48 KM (0.3 MI) ALONG MARTIN
 AV0807'STREET TO LAKE STREET, TURN RIGHT AND GO WESTERLY ON LAKE STREET 0.13
 AV0807'KM (0.08 MI) TOWARD LAKE TO STATION MARK NEAR CENTER OF GRAVEL AREA AT
 AV0807'MARINA AND BOAT LAUNCHING RAMPS.
 AV0807' 
 AV0807'THE STATION IS A STANDARD CGS DISK STAMPED--EAST 1932--, SET INTO THE
 AV0807'TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE RECESSED .09 CM BELOW
 AV0807'THE GROUND LOCATED 103 FT (31.39 M) E FROM A SERVICE POWER POLE WITH
 AV0807'STREET LAMP ATTACHED, 76 FT (23.16 M) NE FROM A GAS PUMP, 236 FT
 AV0807'(71.93 M) WSW FROM THE SW CORNER OF THE HEBERTS FISHING CAMP, 95.5 FT
 AV0807'(29.11 M) E FROM THE NE CORNER OF THE WEST BOAT LANDING, AND 48 FT
 AV0807'(14.63 M) N FROM THE NE CORNER OF THE EAST ONE OF TWO LAUNCH IN RAMPS.
 AV0807'THE UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 AV0807' 
 AV0807'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--EAST NO 3 1932--,
 AV0807'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 AV0807'WITH GROUND LOCATED 102 FT (31.09 M) NW FROM A SERVICE POWER POLE, 103
 AV0807'FT (31.39 M) SW FROM THE SW CORNER OF HEBERTS FISHING CAMP, 86 FT
 AV0807'(26.21 M) N FROM THE NORTH EDGE OF THE SLIP, AND 2 FT (0.61 M) W FROM
 AV0807'A POWER POLE WITH LAMP ATTACHED.
 AV0807' 
 AV0807'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--EAST NO 4 1932--,
 AV0807'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AV0807'RECESSED .04 CM BELOW THE GROUND LOCATED 44 FT (13.4 M) E FROM A
 AV0807'SERVICE POWER POLE, AND 4 FT (1.2 M) N FROM THE NORTH EDGE OF THE
 AV0807'MOORING SLIP.
 AV0807' 
 AV0807'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--EAST 1932 1981--, SET
 AV0807'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 AV0807'GROUND LOCATED 126 FT (38.40 M) NNW FROM THE NW CORNER OF A FRAME
 AV0807'HOUSE, 16 FT (4.88 M) NE FROM THE CENTER POST OF THE ROAD BARRIER,
 AV0807'59.5 FT (18.14 M) NW FROM A POWER POLE WITH TRANSFORMER, AND 2 FT
 AV0807'(0.61 M) E FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2979 ***********************************************************************
 AU2979  DESIGNATION -  EAST
 AU2979  PID         -  AU2979
 AU2979  STATE/COUNTY-  LA/LAFOURCHE
 AU2979  USGS QUAD   -  CALUMET ISLAND (1994)
 AU2979
 AU2979                         *CURRENT SURVEY CONTROL
 AU2979  ___________________________________________________________________
 AU2979* NAD 83(1992)-  29 04 08.21060(N)    090 18 35.10945(W)     ADJUSTED  
 AU2979* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2979  **This station is located in a subsidence area (see below).
 AU2979  ___________________________________________________________________
 AU2979  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU2979  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2979
 AU2979  HORZ ORDER  -  SECOND
 AU2979
 AU2979.The horizontal coordinates were established by classical geodetic methods
 AU2979.and adjusted by the National Geodetic Survey in January 1993..
 AU2979
 AU2979 ** The orthometric height has not been validated since last determined
 AU2979 ** by differential leveling and should not be used for control purposes.
 AU2979 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2979 ** area with valid NAVD 88 orthometric heights.
 AU2979 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2979 ** epoch indicated which incorporates improved geoid heights for the
 AU2979 ** Southern Louisiana Subsidence area.
 AU2979 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2979.The orthometric height was scaled from a topographic map.
 AU2979
 AU2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2979
 AU2979.The geoid height was determined by GEOID03.
 AU2979
 AU2979;                    North         East     Units Scale Factor Converg.
 AU2979;SPC LA S     -    63,512.540 1,099,674.677   MT  1.00005694   +0 30 42.5
 AU2979;SPC LA S     -   208,374.06  3,607,849.34   sFT  1.00005694   +0 30 42.5
 AU2979;UTM  15      - 3,218,613.280   761,907.003   MT  1.00044655   +1 18 28.2
 AU2979
 AU2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2979!SPC LA S     -   1.00000374  x   1.00005694  =   1.00006068
 AU2979!UTM  15      -   1.00000374  x   1.00044655  =   1.00045030
 AU2979
 AU2979|---------------------------------------------------------------------|
 AU2979| PID    Reference Object                     Distance      Geod. Az  |
 AU2979|                                                           dddmmss.s |
 AU2979| DD6623 EAST RM 1                            17.713 METERS 05119     |
 AU2979| DD6624 EAST RM 2                            20.595 METERS 14327     |
 AU2979| AU2981 TIMBALIER LIGHTHOUSE                APPROX. 5.0 KM 2440725.0 |
 AU2979| AU2983 CALUMET                             APPROX. 5.1 KM 3241914.9 |
 AU2979|---------------------------------------------------------------------|
 AU2979
 AU2979                          SUPERSEDED SURVEY CONTROL
 AU2979
 AU2979  NAD 83(1986)-  29 04 08.22737(N)    090 18 35.12212(W) AD(       ) 2
 AU2979  NAD 27      -  29 04 07.40100(N)    090 18 34.82400(W) AD(       ) 2
 AU2979
 AU2979.Superseded values are not recommended for survey control.
 AU2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2979.See file dsdata.txt to determine how the superseded data were derived.
 AU2979
 AU2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6190718613(NAD 83)
 AU2979_MARKER: Z = SEE DESCRIPTION
 AU2979_SETTING: 0 = UNSPECIFIED SETTING
 AU2979
 AU2979  HISTORY     - Date     Condition        Report By
 AU2979  HISTORY     - 1928     MONUMENTED       CGS
 AU2979  HISTORY     - 1933     MARK NOT FOUND   CGS
 AU2979
 AU2979                          STATION DESCRIPTION
 AU2979
 AU2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2979'STATION IS ABOUT 3-1/2 MILES ENE OF TIMBALIER LIGHT ON THE W
 AU2979'END OF AN ISLAND CORRESPONDING SOMEWHAT TO EAST TIMBALIER
 AU2979'ISLAND BUT ABOUT 1-1/4 MILES N OF ITS CHARTED POSITION.
 AU2979
 AU2979                          STATION RECOVERY (1933)
 AU2979
 AU2979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AU2979'THIS STATION WAS REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2565 ***********************************************************************
 AU2565  DESIGNATION -  EAST 1932
 AU2565  PID         -  AU2565
 AU2565  STATE/COUNTY-  LA/IBERIA
 AU2565  USGS QUAD   -  LAKE POINT (1981)
 AU2565
 AU2565                         *CURRENT SURVEY CONTROL
 AU2565  ___________________________________________________________________
 AU2565* NAD 83(1992)-  29 34 01.96942(N)    091 42 13.32893(W)     ADJUSTED  
 AU2565* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2565  ___________________________________________________________________
 AU2565  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2565  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AU2565
 AU2565  HORZ ORDER  -  THIRD
 AU2565
 AU2565.The horizontal coordinates were established by classical geodetic methods
 AU2565.and adjusted by the National Geodetic Survey in January 1993..
 AU2565
 AU2565.The orthometric height was scaled from a topographic map.
 AU2565
 AU2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2565
 AU2565.The geoid height was determined by GEOID03.
 AU2565
 AU2565;                    North         East     Units Scale Factor Converg.
 AU2565;SPC LA S     -   118,353.675   964,112.125   MT  0.99995420   -0 11 06.7
 AU2565;SPC LA S     -   388,298.68  3,163,091.20   sFT  0.99995420   -0 11 06.7
 AU2565;UTM  15      - 3,271,531.705   625,569.358   MT  0.99979455   +0 38 23.0
 AU2565
 AU2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2565!SPC LA S     -   1.00000400  x   0.99995420  =   0.99995820
 AU2565!UTM  15      -   1.00000400  x   0.99979455  =   0.99979855
 AU2565
 AU2565                          SUPERSEDED SURVEY CONTROL
 AU2565
 AU2565  NAD 83(1986)-  29 34 01.99334(N)    091 42 13.32373(W) AD(       ) 3
 AU2565  NAD 27      -  29 34 01.22400(N)    091 42 12.90400(W) AD(       ) 3
 AU2565
 AU2565.Superseded values are not recommended for survey control.
 AU2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2565.See file dsdata.txt to determine how the superseded data were derived.
 AU2565
 AU2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2556971532(NAD 83)
 AU2565_MARKER: DS = TRIANGULATION STATION DISK
 AU2565_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2565_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2565
 AU2565  HISTORY     - Date     Condition        Report By
 AU2565  HISTORY     - 1933     MONUMENTED       CGS
 AU2565  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AU2565  HISTORY     - 1948     MARK NOT FOUND   SUNOCO
 AU2565
 AU2565                          STATION DESCRIPTION
 AU2565
 AU2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2565'STATION IS ON A RECEDING SHORE ON THE EASTERN SIDE OF MARSH
 AU2565'ISLAND ABOUT 0.8 MILE S OF THE EXTREME NORTHEASTERN POINT
 AU2565'OF THE ISLAND, 270 METERS (890 FEET) N OF A SMALL COVE,
 AU2565'ABOUT 30 METERS (100 FEET) FROM THE HIGH-WATER LINE AND
 AU2565'IN VERY BOGGY MARSH SURROUNDED BY HIGH MARSH GRASS.
 AU2565'
 AU2565'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2565'SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH
 AU2565'IS FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF ALONG
 AU2565'WOODEN PILE DRIVEN INTO THE MARSH.
 AU2565'
 AU2565'REFERENCE MARK NO. 1 IS 18.750 METERS (61.52 FEET) FROM
 AU2565'THE STATION S 33 DEG 01 MIN W.
 AU2565'
 AU2565'REFERENCE MARK NO. 2 IS 17.620 METERS (57.81 FEET) FROM
 AU2565'THE STATION N 43 DEG 32 MIN W.
 AU2565'
 AU2565'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2565
 AU2565                          STATION RECOVERY (1948)
 AU2565
 AU2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2565'THE STATION WAS FOUND WASHED OUT 56 METERS OUT IN THE WATER
 AU2565'AND IS DESTROYED.
 AU2565'
 AU2565'NEITHER OF THE REFERENCE MARKS WERE FOUND AND THEIR DISTANCES
 AU2565'FROM THE STATION INDICATE THEY ALSO ARE DESTROYED.
 AU2565
 AU2565                          STATION RECOVERY (1948)
 AU2565
 AU2565'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2565'STATION AND REFERENCES LOST IN THE COTE BLANCHE BAY, THE STATION
 AU2565'WAS FOUND LYING ON ITS SIDE AT THE SITE OF LOCATION, NOW
 AU2565'ABOUT 800 FEET FROM THE HIGH-WATER MARK, MARSH ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3185 ***********************************************************************
 AU3185  DESIGNATION -  EAST 1934
 AU3185  PID         -  AU3185
 AU3185  STATE/COUNTY-  LA/TERREBONNE
 AU3185  USGS QUAD   -  HUMPHREYS (1980)
 AU3185
 AU3185                         *CURRENT SURVEY CONTROL
 AU3185  ___________________________________________________________________
 AU3185* NAD 83(1992)-  29 32 08.53220(N)    090 49 22.81476(W)     ADJUSTED  
 AU3185* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3185  **This station is located in a subsidence area (see below).
 AU3185  ___________________________________________________________________
 AU3185  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3185  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU3185
 AU3185  HORZ ORDER  -  SECOND
 AU3185
 AU3185.The horizontal coordinates were established by classical geodetic methods
 AU3185.and adjusted by the National Geodetic Survey in January 1993..
 AU3185
 AU3185 ** The orthometric height has not been validated since last determined
 AU3185 ** by differential leveling and should not be used for control purposes.
 AU3185 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3185 ** area with valid NAVD 88 orthometric heights.
 AU3185 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3185 ** epoch indicated which incorporates improved geoid heights for the
 AU3185 ** Southern Louisiana Subsidence area.
 AU3185 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3185.The orthometric height was scaled from a topographic map.
 AU3185
 AU3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3185
 AU3185.The geoid height was determined by GEOID03.
 AU3185
 AU3185;                    North         East     Units Scale Factor Converg.
 AU3185;SPC LA S     -   114,913.217 1,049,465.145   MT  0.99995848   +0 15 18.6
 AU3185;SPC LA S     -   377,011.11  3,443,120.23   sFT  0.99995848   +0 15 18.6
 AU3185;UTM  15      - 3,269,315.673   710,962.992   MT  1.00014917   +1 04 24.9
 AU3185
 AU3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3185!SPC LA S     -   1.00000398  x   0.99995848  =   0.99996246
 AU3185!UTM  15      -   1.00000398  x   1.00014917  =   1.00015315
 AU3185
 AU3185:                Primary Azimuth Mark                     Grid Az
 AU3185:SPC LA S     -  CANAL                                    088 50 01.8
 AU3185:UTM  15      -  CANAL                                    088 00 55.5
 AU3185
 AU3185|---------------------------------------------------------------------|
 AU3185| PID    Reference Object                     Distance      Geod. Az  |
 AU3185|                                                           dddmmss.s |
 AU3185| AU3184 CANAL                               APPROX. 1.4 KM 0890520.4 |
 AU3185|---------------------------------------------------------------------|
 AU3185
 AU3185                          SUPERSEDED SURVEY CONTROL
 AU3185
 AU3185  NAD 83(1986)-  29 32 08.55605(N)    090 49 22.81784(W) AD(       ) 2
 AU3185  NAD 27      -  29 32 07.78200(N)    090 49 22.47600(W) AD(       ) 2
 AU3185
 AU3185.Superseded values are not recommended for survey control.
 AU3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3185.See file dsdata.txt to determine how the superseded data were derived.
 AU3185
 AU3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1096369316(NAD 83)
 AU3185_MARKER: DS = TRIANGULATION STATION DISK
 AU3185_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3185_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3185
 AU3185  HISTORY     - Date     Condition        Report By
 AU3185  HISTORY     - 1934     MONUMENTED       CGS
 AU3185  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU3185  HISTORY     - 1950     MARK NOT FOUND   CGS
 AU3185  HISTORY     - 1952     POOR             CGS
 AU3185  HISTORY     - 1953     MARK NOT FOUND   CGS
 AU3185
 AU3185                          STATION DESCRIPTION
 AU3185
 AU3185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3185'STATION IS ABOUT 8 MILES W OF HOUMA, IN THE LOCAILITY OF THE
 AU3185'WATERPROOF PLANTATION ON THE SPOIL BANK ON THE N SIDE OF THE
 AU3185'INTRACOASTAL CANAL, 13 METERS (43 FEET) N OF THE N BANK OF
 AU3185'THE CANAL AND 500 FEET NW OF THE RUINS OF AN OIL DERRICK
 AU3185'WHICH IS ON THE OPPOSITE SIDE OF THE CANAL.
 AU3185'
 AU3185'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CEMENT
 AU3185'IN THE TOP OF A TILE.
 AU3185'
 AU3185'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3185'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU3185'INTO THE MARSH, IS ON THE SPOIL BANK AND 14.151 METERS (46.43
 AU3185'FEET) FROM THE STATION IN AN EASTERLY DIRECTION.  (A RECOVERY
 AU3185'NOTE, 1934, STATES THAT REFERENCE MARK NO. 1 IS N OF THE
 AU3185'STATION.)
 AU3185'
 AU3185'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3185'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU3185'INTO THE MARSH, IS ON THE SPOIL BANK AND 11.863 METERS (38.92
 AU3185'FEET) FROM THE STATION IN A NORTHERLY DIRECTION.  (A RECOVERY
 AU3185'NOTE, 1934, STATES THAT REFERENCE MARK NO. 2 IS E OF THE
 AU3185'STATION.)
 AU3185'
 AU3185'THIS STATION IS VERY CLOSE TO THE LOCATION OF EAST BASE
 AU3185'(USGS) WHICH WAS MARKED BY A PINE STAKE AND COULD NOT BE
 AU3185'RECOVERED WITHIN 6 INCHES.
 AU3185
 AU3185                          STATION RECOVERY (1947)
 AU3185
 AU3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU3185'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE OF THE
 AU3185'VICINITY BUT BECAUSE OF THE EXTREMELY HEAVY GRASS AND HIGH
 AU3185'WATER, IT CANNOT BE DEFINITELY STATED AS LOST.
 AU3185
 AU3185                          STATION RECOVERY (1950)
 AU3185
 AU3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AU3185'STATION AND REFERENCE MARKS NOT FOUND.  NO APPARENT REASON
 AU3185'FOR NOT LOCATING THE MARKS, HOWEVER, EROSION ALONG BANKS OF
 AU3185'INTRACOASTAL MAY HAVE DESTROYED THE STATION MARK.  ENTIRE AREA
 AU3185'COVERED WITH DENSE GROWTH.  LOCATION WOULD INVOLVE LENGTHY
 AU3185'TRAVERSE.
 AU3185
 AU3185                          STATION RECOVERY (1952)
 AU3185
 AU3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3185'STATION AND REFERENCE MARKS WERE RECOVERED IN POOR CONDITION.
 AU3185'THE STATION IS AT THE WATERLINE, AND THE MONUMENT IS LOOSE
 AU3185'IN THE GROUND.  THE 1934 DESCRIPTION IS ADEQUATE WITH THE
 AU3185'FOLLOWING ADDITION--STATION IS 1.65 MI. W OF MINOR CANAL.
 AU3185
 AU3185                          STATION RECOVERY (1953)
 AU3185
 AU3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3185'STATION IS LOST, AS REPORTED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2978 ***********************************************************************
 AU2978  DESIGNATION -  EAST 2
 AU2978  PID         -  AU2978
 AU2978  STATE/COUNTY-  LA/LAFOURCHE
 AU2978  USGS QUAD   -  CALUMET ISLAND (1994)
 AU2978
 AU2978                         *CURRENT SURVEY CONTROL
 AU2978  ___________________________________________________________________
 AU2978* NAD 83(1992)-  29 04 00.97069(N)    090 18 25.77470(W)     ADJUSTED  
 AU2978* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2978  **This station is located in a subsidence area (see below).
 AU2978  ___________________________________________________________________
 AU2978  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AU2978  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2978
 AU2978  HORZ ORDER  -  SECOND
 AU2978
 AU2978.The horizontal coordinates were established by classical geodetic methods
 AU2978.and adjusted by the National Geodetic Survey in January 1993..
 AU2978
 AU2978 ** The orthometric height has not been validated since last determined
 AU2978 ** by differential leveling and should not be used for control purposes.
 AU2978 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2978 ** area with valid NAVD 88 orthometric heights.
 AU2978 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2978 ** epoch indicated which incorporates improved geoid heights for the
 AU2978 ** Southern Louisiana Subsidence area.
 AU2978 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2978.The orthometric height was scaled from a topographic map.
 AU2978
 AU2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2978
 AU2978.The geoid height was determined by GEOID03.
 AU2978
 AU2978;                    North         East     Units Scale Factor Converg.
 AU2978;SPC LA S     -    63,291.892 1,099,929.168   MT  1.00005750   +0 30 47.2
 AU2978;SPC LA S     -   207,650.15  3,608,684.28   sFT  1.00005750   +0 30 47.2
 AU2978;UTM  15      - 3,218,396.104   762,164.635   MT  1.00044822   +1 18 32.4
 AU2978
 AU2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2978!SPC LA S     -   1.00000374  x   1.00005750  =   1.00006124
 AU2978!UTM  15      -   1.00000374  x   1.00044822  =   1.00045196
 AU2978
 AU2978|---------------------------------------------------------------------|
 AU2978| PID    Reference Object                     Distance      Geod. Az  |
 AU2978|                                                           dddmmss.s |
 AU2978| DD6626 EAST 2 RM 2                          32.742 METERS 09110     |
 AU2978| DD6625 EAST 2 RM 1                          73.619 METERS 29707     |
 AU2978| AU2983 CALUMET                             APPROX. 5.4 KM 3233126.8 |
 AU2978|---------------------------------------------------------------------|
 AU2978
 AU2978                          SUPERSEDED SURVEY CONTROL
 AU2978
 AU2978  NAD 83(1986)-  29 04 00.98745(N)    090 18 25.78741(W) AD(       ) 2
 AU2978  NAD 27      -  29 04 00.16100(N)    090 18 25.49000(W) AD(       ) 2
 AU2978
 AU2978.Superseded values are not recommended for survey control.
 AU2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2978.See file dsdata.txt to determine how the superseded data were derived.
 AU2978
 AU2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6216518396(NAD 83)
 AU2978_MARKER: DS = TRIANGULATION STATION DISK
 AU2978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2978_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2978
 AU2978  HISTORY     - Date     Condition        Report By
 AU2978  HISTORY     - 1934     MONUMENTED       CGS
 AU2978  HISTORY     - 1949     GOOD             PHILIP
 AU2978  HISTORY     - 1952     GOOD             CGS
 AU2978  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU2978  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU2978
 AU2978                          STATION DESCRIPTION
 AU2978
 AU2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (APR)
 AU2978'STATION IS ABOUT 3 MILES E OF TIMBALIER LIGHT, ABOUT 0.1 MILE
 AU2978'E OF THE W END OF EAST TIMBALIER ISLAND, IN APPROXIMATELY THE
 AU2978'MIDDLE OF THE ISLAND, ABOUT 90 METERS (300 FEET) W OF THE MARSH
 AU2978'GRASS LINE AND IN DRY SAND.
 AU2978'
 AU2978'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2978'SET IN CONCRETE IN THE TOP OF TILES.
 AU2978'
 AU2978'REFERENCE MARK NO. 1 IS 73.619 METERS (241.53 FEET) FROM THE
 AU2978'STATION N 62 DEG 53 MIN W.
 AU2978'
 AU2978'REFERENCE MARK NO. 2 IS 32.742 METERS (107.42 FEET)
 AU2978'S 88 DEG 50 MIN E.
 AU2978
 AU2978                          STATION RECOVERY (1949)
 AU2978
 AU2978'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1949 (HKE)
 AU2978'STATION AND TWO REFERENCE MARKS FOUND AS DESCRIBED.
 AU2978
 AU2978                          STATION RECOVERY (1952)
 AU2978
 AU2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2978'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AU2978'REFERENCE MARK 1 WAS SEARCHED FOR BUT COULD NOT BE FOUND.  A
 AU2978'COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2978'
 AU2978'STATION IS LOCATED ON EAST TIMBALIER ISLAND, ABOUT 2 MI. W OF
 AU2978'THE PASS AT THE E END OF THE ISLAND, 3 MI. E-NE OF TIMBALIER
 AU2978'DAY-BEACON, IN THE APPROXIMATE CENTER OF THE ISLAND, AND IN
 AU2978'MIXED MANGROVE AND MARSH GRASS.  IT IS A STANDARD DISK, STAMPED
 AU2978'EAST 2 1934 AND SET IN CONCRETE IN THE TOP OF AN 8-IN. TILE
 AU2978'PROJECTING 14 IN. ABOVE THE GROUND.  AT THE TIME THAT THE
 AU2978'STATION WAS VISITED, THERE WAS AN 8-FT. STAND IN PLACE OVER
 AU2978'THE STATION.
 AU2978'
 AU2978'REFERENCE MARK 2 IS IN A SAND FLAT, AND 34.742 M. (107.42 FT)
 AU2978'FROM THE STATION S 88 DEG 50 MIN E (ACCORDING TO THE
 AU2978'1938 DESCRIPTION).  IT IS A STANDARD DISK, STAMPED EAST 2
 AU2978'1934 R.M. 2 AND SET IN CONCRETE IN THE TOP OF AN 8-IN. TILE
 AU2978'PROJECTING 12 IN. ABOVE THE GROUND.
 AU2978
 AU2978                          STATION RECOVERY (1955)
 AU2978
 AU2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AU2978'THE STATION WAS NOT VISITED, BUT DURING AN AIRPLANE FLIGHT IN
 AU2978'THE VICINITY TWO OF THE MARKS WERE OBSERVED CLEARLY ON THE
 AU2978'GROUND BELOW.  THE IDENTITY OF THE MARKS WAS CONFIRMED BY THE PILOT
 AU2978'(ROBERT BOSTICK OF THE OIL FIELD SEAPLANE SERVICE OF WESTWEGO),
 AU2978'WHO HAD PREVIOUSLY VISITED THE STATION.
 AU2978'
 AU2978'IT WAS NOTED THAT THE STATION IS NOW CLOSER TO THE SHORE OF
 AU2978'THE GULF OF MEXICO THAN TO THE SHORE OF TIMBALIER BAY.  IT WAS
 AU2978'FURTHER NOTED THAT WHAT WAS ONCE EAST TIMBALIER ISLAND IS
 AU2978'NOW A NEARLY CONTINUOUS STRIP OF LAND EXTENDING FROM THE
 AU2978'VICINITY OF BELLE PASS W TO LITTLE PASS TIMBALIER.
 AU2978'
 AU2978'THE STATION HAS MOST RECENTLY BEEN USED BY SURVEYORS OF THE
 AU2978'GULF OIL COMPANY AT GOLDEN MEADOWS.
 AU2978'
 AU2978'THE TWO MARKS VIEWED FROM THE AIR ARE PROBABLY THE TWO DESCRIBED
 AU2978'IN THE RECOVERY NOTE OF A.L.P. IN 1952 (STATION MARK AND
 AU2978'REFERENCE MARK 2).  HOWEVER, THE PILOT OF THE PLANE STATED
 AU2978'THAT ALL THREE OF THE MARKS WERE EXTANT.
 AU2978
 AU2978                          STATION RECOVERY (1965)
 AU2978
 AU2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU2978'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AU2978'FOUND, AND BELIEVED LOST BY THE BEACH EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0660 ***********************************************************************
 BW0660  DESIGNATION -  EAST BASE=LXIII
 BW0660  PID         -  BW0660
 BW0660  STATE/COUNTY-  LA/CONCORDIA
 BW0660  USGS QUAD   -  NATCHEZ (1976)
 BW0660
 BW0660                         *CURRENT SURVEY CONTROL
 BW0660  ___________________________________________________________________
 BW0660* NAD 83(1992)-  31 33 45.21725(N)    091 25 16.52112(W)     ADJUSTED  
 BW0660* NAVD 88     -        18.77   (+/-2cm)      61.6    (feet)  VERTCON   
 BW0660  ___________________________________________________________________
 BW0660  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BW0660  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0660
 BW0660  HORZ ORDER  -  FIRST
 BW0660  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0660
 BW0660.The horizontal coordinates were established by classical geodetic methods
 BW0660.and adjusted by the National Geodetic Survey in May 1994..
 BW0660
 BW0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0660.The vertical order pertains to the NGVD 29 superseded value.
 BW0660
 BW0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0660
 BW0660.The geoid height was determined by GEOID03.
 BW0660
 BW0660;                    North         East     Units Scale Factor Converg.
 BW0660;SPC LA N     -   118,321.380 1,102,406.430   MT  0.99993383   +0 34 13.2
 BW0660;SPC LA N     -   388,192.73  3,616,811.76   sFT  0.99993383   +0 34 13.2
 BW0660;SPC MS W     -   229,160.405   596,716.051   MT  1.00008152   -0 34 10.2
 BW0660;SPC MS W     -   751,837.10  1,957,725.91   sFT  1.00008152   -0 34 10.2
 BW0660;UTM  15      - 3,493,031.147   649,833.085   MT  0.99987689   +0 49 35.5
 BW0660
 BW0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0660!SPC LA N     -   1.00000118  x   0.99993383  =   0.99993501
 BW0660!SPC MS W     -   1.00000118  x   1.00008152  =   1.00008270
 BW0660!UTM  15      -   1.00000118  x   0.99987689  =   0.99987807
 BW0660
 BW0660:                Primary Azimuth Mark                     Grid Az
 BW0660:SPC LA N     -  NATCHEZ MUNICIPAL TANK                   089 29 54.7
 BW0660:SPC MS W     -  NATCHEZ MUNICIPAL TANK                   090 38 18.1
 BW0660:UTM  15      -  NATCHEZ MUNICIPAL TANK                   089 14 32.4
 BW0660
 BW0660|---------------------------------------------------------------------|
 BW0660| PID    Reference Object                     Distance      Geod. Az  |
 BW0660|                                                           dddmmss.s |
 BW0660| BW2413 NATCHEZ MUNICIPAL TANK              APPROX. 2.2 KM 0900407.9 |
 BW0660| BW2414 VIDALIA MUNICIPAL TANK              APPROX. 0.5 KM 2530452.2 |
 BW0660| BW2533 FERRIDAY INTST GAS CO TANK          APPROX.14.5 KM 2934000.3 |
 BW0660|---------------------------------------------------------------------|
 BW0660
 BW0660                          SUPERSEDED SURVEY CONTROL
 BW0660
 BW0660  NAD 83(1992)-  31 33 45.23135(N)    091 25 16.51757(W) AD(       ) 1
 BW0660  NAD 83(1986)-  31 33 45.23157(N)    091 25 16.51703(W) AD(       ) 1
 BW0660  NAD 27      -  31 33 44.63400(N)    091 25 16.09900(W) AD(       ) 1
 BW0660  NGVD 29 (??/??/92)   18.765  (m)           61.56   (f) ADJ UNCH    1 2
 BW0660
 BW0660.Superseded values are not recommended for survey control.
 BW0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0660.See file dsdata.txt to determine how the superseded data were derived.
 BW0660
 BW0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4983393031(NAD 83)
 BW0660_MARKER: B = BOLT
 BW0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0660_SP_SET: STONE
 BW0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0660+STABILITY: SURFACE MOTION
 BW0660
 BW0660  HISTORY     - Date     Condition        Report By
 BW0660  HISTORY     - 1878     MONUMENTED       CGS
 BW0660  HISTORY     - 1934     GOOD             DOD
 BW0660  HISTORY     - 1936     GOOD             LAGS
 BW0660  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW0660
 BW0660                          STATION DESCRIPTION
 BW0660
 BW0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (CH)
 BW0660'IN TOWN OF VIDALIA JUST ACROSS THE RIVER FROM NATCHEZ, IN LOT
 BW0660'OWNED BY J. CONTI, IMMEDIATELY BACK OF COURTHOUSE AND JAIL,
 BW0660'55 METERS (180 FEET) FROM NW CORNER OF COURTHOUSE AND JAIL,
 BW0660'55 METERS (180 FEET) ABOVE LAKE CONCORDIA ROAD OR TRINITY
 BW0660'STREET.
 BW0660'
 BW0660'STATION IS MARKED BY 14-INCH SQUARE CONCRETE POST WITH COPPER
 BW0660'BOLT IN CENTER.  STONE PROJECTS ABOUT 14 INCHES AND IS MARKED
 BW0660'1878 ON ITS RIVER SIDE, AND U.S.C.S. ON THE OPPOSITE SIDE.
 BW0660
 BW0660                          STATION RECOVERY (1934)
 BW0660
 BW0660'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1934
 BW0660'IN VIDALIA.
 BW0660'P.B.M. IS STONE POST, 14 IN. SQUARE ON TOP, WITH COPPER BOLT, ON RIGHT
 BW0660'BANK OF MISSISSIPPI RIVER, IN CONCORDIA PARISH, TOWN OF VIDALIA, LA.
 BW0660'ON A LOT OWNED BY J. CONTI.  DIRECTLY LANDWARD FROM PARISH JAIL AND
 BW0660'COURT HOUSE.  AND 55 METERS FROM THE UPSTREAM LANDSIDE CORNER. 24.1
 BW0660'METERS FROM THE UPSTREAM LANDSIDE CORNER OF FENCE AROUND JAIL AND
 BW0660'COURT HOUSE.  55 METERS UPSTREAM FROM CENTER LINE OF U.S. HIGHWAY 65,
 BW0660'OR TRINITY ST., AND 80 METERS LANDWARD FROM CENTER LINE OF LEVEE. TOP
 BW0660'OF BOLT IS ABOUT 14 IN. ABOVE GROUND AND INSCRIBED 1878, ON THE
 BW0660'RIVERSIDE, AND USC AND GS, ON THE OPPOSITE SIDE.
 BW0660
 BW0660                          STATION RECOVERY (1936)
 BW0660
 BW0660'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BW0660'THE ORIGINAL DESCRIPTION FITS THIS STATION IN EVERY RESPECT.
 BW0660
 BW0660                          STATION RECOVERY (1966)
 BW0660
 BW0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1419 ***********************************************************************
 AT1419  DESIGNATION -  EAST END
 AT1419  PID         -  AT1419
 AT1419  STATE/COUNTY-  LA/JEFFERSON
 AT1419  USGS QUAD   -  BARATARIA PASS (1993)
 AT1419
 AT1419                         *CURRENT SURVEY CONTROL
 AT1419  ___________________________________________________________________
 AT1419* NAD 83(1992)-  29 15 56.94153(N)    089 57 17.18017(W)     ADJUSTED  
 AT1419* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 AT1419  **This station is located in a subsidence area (see below).
 AT1419  ___________________________________________________________________
 AT1419  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1419  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT1419
 AT1419  HORZ ORDER  -  THIRD
 AT1419
 AT1419.The horizontal coordinates were established by classical geodetic methods
 AT1419.and adjusted by the National Geodetic Survey in January 1993..
 AT1419
 AT1419 ** The orthometric height has not been validated since last determined
 AT1419 ** by differential leveling and should not be used for control purposes.
 AT1419 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1419 ** area with valid NAVD 88 orthometric heights.
 AT1419 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1419 ** epoch indicated which incorporates improved geoid heights for the
 AT1419 ** Southern Louisiana Subsidence area.
 AT1419 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1419
 AT1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1419
 AT1419.The geoid height was determined by GEOID03.
 AT1419
 AT1419;                    North         East     Units Scale Factor Converg.
 AT1419;SPC LA S     -    85,694.710 1,133,978.136   MT  1.00000741   +0 41 21.5
 AT1419;SPC LA S     -   281,150.06  3,720,393.27   sFT  1.00000741   +0 41 21.5
 AT1419;UTM  16      - 3,241,057.801   212,877.872   MT  1.00061739   -1 26 43.7
 AT1419;UTM  15      - 3,241,283.108   795,916.183   MT  1.00068068   +1 29 23.2
 AT1419
 AT1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1419!SPC LA S     -   1.00000351  x   1.00000741  =   1.00001092
 AT1419!UTM  16      -   1.00000351  x   1.00061739  =   1.00062090
 AT1419!UTM  15      -   1.00000351  x   1.00068068  =   1.00068419
 AT1419
 AT1419                          SUPERSEDED SURVEY CONTROL
 AT1419
 AT1419  NAD 83(1986)-  29 15 56.95434(N)    089 57 17.18950(W) AD(       ) 3
 AT1419  NGVD 29 (09/24/92)    1.6    (m)            5.     (f) VERT ANG       
 AT1419
 AT1419.Superseded values are not recommended for survey control.
 AT1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1419.See file dsdata.txt to determine how the superseded data were derived.
 AT1419
 AT1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1287841058(NAD 83)
 AT1419_MARKER: DD = SURVEY DISK
 AT1419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT1419_SP_SET: METAL PIPE AND CONCRETE SURROUND
 AT1419_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1419
 AT1419  HISTORY     - Date     Condition        Report By
 AT1419  HISTORY     - 1981     MONUMENTED       NOSAMC
 AT1419
 AT1419                          STATION DESCRIPTION
 AT1419
 AT1419'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1981 (JGF)
 AT1419'STATION IS LOCATED ON THE NE END OF GRAND ISLE ON THE W SIDE OF
 AT1419'BARATARIA PASS, ON THE U.S. COAST GUARD BASE, GRAND ISLE.
 AT1419'
 AT1419'TO REACH FROM THE POST OFFICE IN GRAND ISLE GO NE ON STATE ROUTE 1
 AT1419'FOR 3.9 KM (2.4 MI) TO A FORK.  TAKE RIGHT FORK AND CONTINUE NE FOR
 AT1419'1.3 KM (0.8 MI) TO THE ENTRANCE TO COAST GUARD BASE STATION ON THE
 AT1419'LEFT.  CONTINUE NE ON PAVED ROAD FOR 0.2 KM (0.1 MI) TO END OF ROAD
 AT1419'AT STOP SIGN AND STATION ON LEFT N OF WOODEN FENCE.
 AT1419'
 AT1419'STATION MARK IS A STANDARD NOS ALUMINUM DISK STAMPED---EAST END
 AT1419'1981---, AFFIXED AT THE TOP OF A 1.1 M ROD EMBEDDED IN CONCRETE AND
 AT1419'FLUSH WITH THE GROUND.  STATION IS LOCATED 25.3 M (83 FT) W FROM THE
 AT1419'FENCE, 7.62 M (25 FT) S FROM THE EDGE OF THE SHRUBS, AND 33.53 M
 AT1419'(110 FT) W FROM THE STOP SIGN.
 AT1419'
 AT1419'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 AT1419'
 AT1419'DESCRIBED BY J. GARY FREDRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1420 ***********************************************************************
 AT1420  DESIGNATION -  EAST END AZ MK
 AT1420  PID         -  AT1420
 AT1420  STATE/COUNTY-  LA/JEFFERSON
 AT1420  USGS QUAD   -  BARATARIA PASS (1993)
 AT1420
 AT1420                         *CURRENT SURVEY CONTROL
 AT1420  ___________________________________________________________________
 AT1420* NAD 83(1992)-  29 15 48.07312(N)    089 57 17.84872(W)     ADJUSTED  
 AT1420* NAVD 88     -         2.3  **(meters)       8.   **(feet)  VERTCON   
 AT1420  **This station is located in a subsidence area (see below).
 AT1420  ___________________________________________________________________
 AT1420  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AT1420  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT1420
 AT1420  HORZ ORDER  -  THIRD
 AT1420
 AT1420.The horizontal coordinates were established by classical geodetic methods
 AT1420.and adjusted by the National Geodetic Survey in January 1993..
 AT1420
 AT1420 ** The orthometric height has not been validated since last determined
 AT1420 ** by differential leveling and should not be used for control purposes.
 AT1420 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1420 ** area with valid NAVD 88 orthometric heights.
 AT1420 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1420 ** epoch indicated which incorporates improved geoid heights for the
 AT1420 ** Southern Louisiana Subsidence area.
 AT1420 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1420
 AT1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1420
 AT1420.The geoid height was determined by GEOID03.
 AT1420
 AT1420;                    North         East     Units Scale Factor Converg.
 AT1420;SPC LA S     -    85,421.462 1,133,963.372   MT  1.00000796   +0 41 21.1
 AT1420;SPC LA S     -   280,253.58  3,720,344.83   sFT  1.00000796   +0 41 21.1
 AT1420;UTM  16      - 3,240,785.126   212,852.926   MT  1.00061757   -1 26 43.6
 AT1420;UTM  15      - 3,241,009.496   795,905.231   MT  1.00068060   +1 29 22.5
 AT1420
 AT1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1420!SPC LA S     -   1.00000340  x   1.00000796  =   1.00001136
 AT1420!UTM  16      -   1.00000340  x   1.00061757  =   1.00062097
 AT1420!UTM  15      -   1.00000340  x   1.00068060  =   1.00068400
 AT1420
 AT1420                          SUPERSEDED SURVEY CONTROL
 AT1420
 AT1420  NAD 83(1986)-  29 15 48.08595(N)    089 57 17.85814(W) AD(       ) 3
 AT1420  NGVD 29 (09/24/92)    2.3    (m)            8.     (f) VERT ANG       
 AT1420
 AT1420.Superseded values are not recommended for survey control.
 AT1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1420.See file dsdata.txt to determine how the superseded data were derived.
 AT1420
 AT1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1285340785(NAD 83)
 AT1420_MARKER: DD = SURVEY DISK
 AT1420_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AT1420_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 AT1420_STAMPING: EAST END AZ MK
 AT1420_MARK LOGO: NOS   
 AT1420_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1420+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1989
 AT1420
 AT1420  HISTORY     - Date     Condition        Report By
 AT1420  HISTORY     - 1920     MONUMENTED       NOSAMC
 AT1420  HISTORY     - 1981     GOOD             NOSAMC
 AT1420  HISTORY     - 19890426 GOOD             NOS
 AT1420
 AT1420                          STATION DESCRIPTION
 AT1420
 AT1420'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1981 (JGF)
 AT1420'STATION IS LOCATED NEAR THE U.S. COAST GUARD BASE IN GRAND ISLE ON
 AT1420'THE PROPERTY OF GRAND ISLE STATE PARK E.
 AT1420'
 AT1420'TO REACH STATION FROM THE POST OFFICE IN GRAND ISLE PROCEED NE ON
 AT1420'STATE ROUTE 1 FOR 2.4 MI TO A FORK.  TAKE RIGHT FORK AND CONTINUE
 AT1420'NE AS PER SIGN---GRAND ISLE COAST GUARD STATION---, FOR 0.75 MI TO
 AT1420'STATION ON THE RIGHT IN A GRASSY DUNE RIDGE.
 AT1420'
 AT1420'STATION MARK IS A STANDARD NOS ALUMINUM DISK STAMPED---EAST END
 AT1420'AZ MK 1981---, AFFIXED AT THE TOP OF A 1.1 M ROD IMBEDDED IN
 AT1420'CONCRETE.  STATION IS LOCATED 20.4 M (67 FT) SE FROM THE CENTERLINE
 AT1420'OF THE PAVED ROAD, 0.92 M (30 FT) S FROM A STANDARD NOS WITNESS
 AT1420'POST SIGN.
 AT1420'
 AT1420'DESCRIBED BY J. DANIEL.
 AT1420
 AT1420                          STATION RECOVERY (1989)
 AT1420
 AT1420'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AT1420'STATION IS LOCATED NEAR THE U.S. COAST GUARD BASE IN GRAND ISLE ON THE
 AT1420'PROPERTY OF GRAND ISLE STATE PARK.
 AT1420'TO REACH STATION FROM THE POST OFFICE IN GRAND ISLE PROCEED NE ON
 AT1420'STATE ROUTE 1 FOR 2.4 MI TO A FORK.  TAKE RIGHT FORK AND CONTINUE NE
 AT1420'AS PER SIGN ---GRAND ISLE COAST GUARD STATION---, FOR 0.75 MI TO
 AT1420'STATION ON THE RIGHT IN A GRASS DUNE RIDGE.
 AT1420'STATION MARK IS A STANDARD NOS DISK AFFIXED TO A 1.1 M (3.6 FT) ROD
 AT1420'IMBEDDED IN CONCRETE.  STATION IS LOCATED 20.4 M (66.9 FT) SE FROM THE
 AT1420'CENTERLINE OF THE PAVED ROAD, 0.92 M (3.0 FT) S FROM A STANDARD NOS
 AT1420'WITNESS POST SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2679 ***********************************************************************
 AU2679  DESIGNATION -  EAST HIGH LINE CROSSING N POLE
 AU2679  PID         -  AU2679
 AU2679  STATE/COUNTY-  LA/JEFFERSON
 AU2679  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2679
 AU2679                         *CURRENT SURVEY CONTROL
 AU2679  ___________________________________________________________________
 AU2679* NAD 83(1992)-  29 53 01.51461(N)    090 04 25.41233(W)     ADJUSTED  
 AU2679* NAVD 88     -                                                        
 AU2679  **This station is located in a subsidence area (see below).
 AU2679  ___________________________________________________________________
 AU2679  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2679  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AU2679
 AU2679  HORZ ORDER  -  THIRD
 AU2679
 AU2679.The horizontal coordinates were established by classical geodetic methods
 AU2679.and adjusted by the National Geodetic Survey in January 1993..
 AU2679
 AU2679 ** The orthometric height has not been validated since last determined
 AU2679 ** by differential leveling and should not be used for control purposes.
 AU2679 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2679 ** area with valid NAVD 88 orthometric heights.
 AU2679 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2679 ** epoch indicated which incorporates improved geoid heights for the
 AU2679 ** Southern Louisiana Subsidence area.
 AU2679 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2679
 AU2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2679
 AU2679.The geoid height was determined by GEOID03.
 AU2679
 AU2679;                    North         East     Units Scale Factor Converg.
 AU2679;SPC LA S     -   154,050.032 1,121,665.024   MT  0.99992782   +0 37 47.4
 AU2679;SPC LA S     -   505,412.48  3,679,996.00   sFT  0.99992782   +0 37 47.4
 AU2679;UTM  15      - 3,309,502.375   782,623.056   MT  1.00058563   +1 27 32.3
 AU2679;UTM  16      - 3,309,874.414   203,129.161   MT  1.00068753   -1 31 57.3
 AU2679
 AU2679                          SUPERSEDED SURVEY CONTROL
 AU2679
 AU2679  NAD 83(1986)-  29 53 01.52983(N)    090 04 25.41300(W) AD(       ) 4
 AU2679  NAD 27      -  29 53 00.78750(N)    090 04 25.15414(W) AD(       ) 3
 AU2679
 AU2679.Superseded values are not recommended for survey control.
 AU2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2679.See file dsdata.txt to determine how the superseded data were derived.
 AU2679
 AU2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8262309502(NAD 83)
 AU2679_MARKER: 61 = POLE
 AU2679
 AU2679  HISTORY     - Date     Condition        Report By
 AU2679  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2679  HISTORY     - 1952     GOOD             CGS
 AU2679
 AU2679                          STATION DESCRIPTION
 AU2679
 AU2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2679'ABOUT 2 MILES SE OF THE TOWN OF HARVEY.  THE TOWER CONSISTS
 AU2679'OF TWO WOODEN PILES APPROXIMATELY 65 FEET HIGH AND 30 FEET
 AU2679'BETWEEN CENTERS WITH A CROSS BAR ON TOP.  THE BENT OF PILES
 AU2679'SUPPORTS A HIGH POWER LINE OF THE LOUISIANA LIGHT AND POWER
 AU2679'CO., CROSSING THE HARVEY CANAL.  THE POINT OF OBSERVATION
 AU2679'WAS THE N POLE OF THE TWO EASTERLY POLES.
 AU2679
 AU2679                          STATION RECOVERY (1952)
 AU2679
 AU2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2679'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AU2679'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0814 ***********************************************************************
 AT0814  DESIGNATION -  EAST JETTY
 AT0814  PID         -  AT0814
 AT0814  STATE/COUNTY-  LA/PLAQUEMINES
 AT0814  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0814
 AT0814                         *CURRENT SURVEY CONTROL
 AT0814  ___________________________________________________________________
 AT0814* NAD 83(1992)-  28 57 22.58530(N)    089 22 43.25294(W)     ADJUSTED  
 AT0814* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0814  ___________________________________________________________________
 AT0814  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AT0814  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0814
 AT0814  HORZ ORDER  -  SECOND
 AT0814
 AT0814.The horizontal coordinates were established by classical geodetic methods
 AT0814.and adjusted by the National Geodetic Survey in January 1993..
 AT0814
 AT0814.The orthometric height was scaled from a topographic map.
 AT0814
 AT0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0814
 AT0814.The geoid height was determined by GEOID03.
 AT0814
 AT0814;                    North         East     Units Scale Factor Converg.
 AT0814;SPC LA S     -    52,203.358 1,190,547.261   MT  1.00009052   +0 58 38.5
 AT0814;SPC LA S     -   171,270.52  3,905,987.14   sFT  1.00009052   +0 58 38.5
 AT0814;UTM  16      - 3,205,471.692   268,183.525   MT  1.00026320   -1 09 07.7
 AT0814
 AT0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0814!SPC LA S     -   1.00000371  x   1.00009052  =   1.00009423
 AT0814!UTM  16      -   1.00000371  x   1.00026320  =   1.00026691
 AT0814
 AT0814:                Primary Azimuth Mark                     Grid Az
 AT0814:SPC LA S     -  NORTHEAST FRONT RANGE ECC 1935           128 59 43.9
 AT0814:UTM  16      -  NORTHEAST FRONT RANGE ECC 1935           131 07 30.1
 AT0814
 AT0814|---------------------------------------------------------------------|
 AT0814| PID    Reference Object                     Distance      Geod. Az  |
 AT0814|                                                           dddmmss.s |
 AT0814| AT0808 NORTHEAST FRONT RANGE ECC 1935      APPROX. 0.6 KM 1295822.4 |
 AT0814|---------------------------------------------------------------------|
 AT0814
 AT0814                          SUPERSEDED SURVEY CONTROL
 AT0814
 AT0814  NAD 83(1986)-  28 57 22.59099(N)    089 22 43.26779(W) AD(       ) 2
 AT0814  NAD 27      -  28 57 22.35300(N)    089 22 43.25800(W) AD(       ) 2
 AT0814
 AT0814.Superseded values are not recommended for survey control.
 AT0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0814.See file dsdata.txt to determine how the superseded data were derived.
 AT0814
 AT0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6818405472(NAD 83)
 AT0814_MARKER: I = METAL ROD
 AT0814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT0814_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AT0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0814+STABILITY: SURFACE MOTION
 AT0814
 AT0814  HISTORY     - Date     Condition        Report By
 AT0814  HISTORY     - 1935     MONUMENTED       USE
 AT0814
 AT0814                          STATION DESCRIPTION
 AT0814
 AT0814'DESCRIBED BY US ENGINEERS 1935 (RFL)
 AT0814'IN THE MARSH ABOUT 30 METERS (98 FEET) N OF THE INTERSECTION OF THE
 AT0814'BURRWOOD SANITARY
 AT0814'CANAL AND BURRWOOD BAYOU.
 AT0814'
 AT0814'STATION IS MARKED BY A 2 1/2-INCH GALVANIZED IRON PIPE SET IN
 AT0814'CONCRETE AND
 AT0814'PROJECTING ABOUT 2-1/2 FEET ABOVE THE SURFACE OF THE
 AT0814'GROUND.  THE CENTER OF THE PIPE
 AT0814'IS MARKED BY A 1/2-INCH TUBE SET IN
 AT0814'CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0517 ***********************************************************************
 AT0517  DESIGNATION -  EAST JETTY USE
 AT0517  PID         -  AT0517
 AT0517  STATE/COUNTY-  LA/PLAQUEMINES
 AT0517  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0517
 AT0517                         *CURRENT SURVEY CONTROL
 AT0517  ___________________________________________________________________
 AT0517* NAD 83(1986)-  28 54 40.     (N)    089 25 22.     (W)     SCALED    
 AT0517* NAVD 88     -        -0.569  (meters)      -1.87   (feet)  READJUSTED
 AT0517  ___________________________________________________________________
 AT0517  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AT0517  DYNAMIC HT  -          -0.570 (meters)      -1.87  (feet)  COMP
 AT0517  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 AT0517
 AT0517  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0517
 AT0517.The horizontal coordinates were scaled from a topographic map and have
 AT0517.an estimated accuracy of +/- 6 seconds.
 AT0517
 AT0517.The orthometric height was determined by differential leveling
 AT0517.and adjusted by the National Geodetic Survey in February 1994..
 AT0517.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0517.distribution rate of 0.0 thru 1.0 mm/km.
 AT0517.The height was derived from older observations constrained to new
 AT0517.heights in a crustal motion area.  The height is approximate in
 AT0517.relation to other heights in its vicinity.
 AT0517
 AT0517.The geoid height was determined by GEOID03.
 AT0517
 AT0517.The dynamic height is computed by dividing the NAVD 88
 AT0517.geopotential number by the normal gravity value computed on the
 AT0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0517.degrees latitude (g = 980.6199 gals.).
 AT0517
 AT0517.The modeled gravity was interpolated from observed gravity values.
 AT0517
 AT0517;                    North         East    Units  Estimated Accuracy
 AT0517;SPC LA S     -    47,130.    1,186,330.      MT  (+/- 180 meters Scaled)
 AT0517
 AT0517                          SUPERSEDED SURVEY CONTROL
 AT0517
 AT0517  NGVD 29 (??/??/??)   -0.490  (m)           -1.61   (f) ADJUSTED    1 1
 AT0517
 AT0517.Superseded values are not recommended for survey control.
 AT0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0517.See file dsdata.txt to determine how the superseded data were derived.
 AT0517
 AT0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT637005(NAD 83)
 AT0517_MARKER: Z = SEE DESCRIPTION
 AT0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0517_SP_SET: 84 FEET
 AT0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0517
 AT0517  HISTORY     - Date     Condition        Report By
 AT0517  HISTORY     - UNK      MONUMENTED       USE
 AT0517  HISTORY     - 1971     GOOD             NGS
 AT0517
 AT0517                          STATION DESCRIPTION
 AT0517
 AT0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0517'4.1 MI SW FROM BURRWOOD.
 AT0517'ABOUT 3.1 MILES SOUTHWEST ALONG THE SOUTHEAST BANK OF SOUTHWEST PASS
 AT0517'FROM THE ABANDONED LIGHTHOUSE AT BURRWOOD, THENCE 1.0 MILE SOUTHWEST
 AT0517'ALONG A RIP-RAP, ABOUT 0.3 MILE SOUTHWEST OF THE OLD PILOT HOUSE,
 AT0517'ABOUT 1/2 MILE NORTHEAST OF THE COAST GUARD STATION AT SOUTHWEST PASS,
 AT0517'ABOUT 350 FEET NORTHWEST OF THE RIP RAP ALONG THE SOUTHEAST BANK OF
 AT0517'SOUTHWEST PASS, ABOUT 200 FEET SOUTHEAST OF THE AUTOMATIC TIDE GAUGE
 AT0517'MAINTANED BY THE CORP OF ENGINEERS, NEW ORLEANS DISTRICT, 6 FEET
 AT0517'SOUTHWEST OF A WOODEN BULKHEAD WHICH PROJECTS ABOUT 18 INCHES ABOVE
 AT0517'THE WATER, ABOUT 4 INCHES BELOW THE WATER AT NORMAL TIDE, ROD HELD ON
 AT0517'THE TOP OF A 1-INCH PIPE THAT IS IN A 2 INCH CASING AND DRIVEN TO A
 AT0517'DEPTH OF 84 FEET AS REPORTED BY THE US ENGINEERS.  THE CASING IS
 AT0517'DRIVEN TO A DEPTH OF 73 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2353 ***********************************************************************
 BJ2353  DESIGNATION -  EAST PIER BOLT
 BJ2353  PID         -  BJ2353
 BJ2353  STATE/COUNTY-  LA/ST MARTIN
 BJ2353  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2353
 BJ2353                         *CURRENT SURVEY CONTROL
 BJ2353  ___________________________________________________________________
 BJ2353* NAD 83(1986)-  30 20 48.     (N)    091 43 03.     (W)     SCALED    
 BJ2353* NAVD 88     -         7.28   (+/-2cm)      23.9    (feet)  VERTCON   
 BJ2353  ___________________________________________________________________
 BJ2353  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2353
 BJ2353  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2353
 BJ2353.The horizontal coordinates were scaled from a topographic map and have
 BJ2353.an estimated accuracy of +/- 6 seconds.
 BJ2353
 BJ2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2353.The vertical order pertains to the NGVD 29 superseded value.
 BJ2353
 BJ2353.The geoid height was determined by GEOID03.
 BJ2353
 BJ2353;                    North         East    Units  Estimated Accuracy
 BJ2353;SPC LA S     -   204,760.      963,070.      MT  (+/- 180 meters Scaled)
 BJ2353
 BJ2353                          SUPERSEDED SURVEY CONTROL
 BJ2353
 BJ2353  NGVD 29 (??/??/??)    7.286  (m)           23.90   (f) ADJUSTED    1 2
 BJ2353
 BJ2353.Superseded values are not recommended for survey control.
 BJ2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2353.See file dsdata.txt to determine how the superseded data were derived.
 BJ2353
 BJ2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP232578(NAD 83)
 BJ2353_MARKER: B = BOLT
 BJ2353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2353
 BJ2353  HISTORY     - Date     Condition        Report By
 BJ2353  HISTORY     - UNK      MONUMENTED       DOD
 BJ2353  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2353
 BJ2353                          STATION DESCRIPTION
 BJ2353
 BJ2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2353'IN EAST ATCHAFALAYA.
 BJ2353'AT EAST ATCHAFALAYA, SAINT MARTIN PARISH, AT THE ABANDONED TEXAS AND
 BJ2353'NEW ORLEANS RAILROAD BRIDGE OVER ATCHAFALAYA RIVER, ON THE U-SHAPED
 BJ2353'EAST PIER, 65 INCHES ABOVE THE TOP, IN THE TOP OF THE NORTHWEST CORNER
 BJ2353'OF THE UPPERMOST CONCRETE CAP, 9 INCHES EAST OF THE WEST EDGE OF THE
 BJ2353'CAP, 8-1/2 INCHES SOUTH OF THE NORTH EDGE, AND 40 INCHES ABOVE THE TOP
 BJ2353'OF THE OLD GRANITE TRUSS SUPPORT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4259 ***********************************************************************
 BJ4259  DESIGNATION -  EAST PYLON 1934
 BJ4259  PID         -  BJ4259
 BJ4259  STATE/COUNTY-  LA/ORLEANS
 BJ4259  USGS QUAD   -  SPANISH FORT (1992)
 BJ4259
 BJ4259                         *CURRENT SURVEY CONTROL
 BJ4259  ___________________________________________________________________
 BJ4259* NAD 83(1992)-  30 02 18.96847(N)    090 01 36.58716(W)     ADJUSTED  
 BJ4259* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ4259  **This station is located in a subsidence area (see below).
 BJ4259  ___________________________________________________________________
 BJ4259  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4259  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BJ4259
 BJ4259  HORZ ORDER  -  THIRD
 BJ4259
 BJ4259.This mark is at Lakefront Airport (NEW)
 BJ4259
 BJ4259.The horizontal coordinates were established by classical geodetic methods
 BJ4259.and adjusted by the National Geodetic Survey in May 1994..
 BJ4259
 BJ4259 ** The orthometric height has not been validated since last determined
 BJ4259 ** by differential leveling and should not be used for control purposes.
 BJ4259 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4259 ** area with valid NAVD 88 orthometric heights.
 BJ4259 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4259 ** epoch indicated which incorporates improved geoid heights for the
 BJ4259 ** Southern Louisiana Subsidence area.
 BJ4259 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4259.The orthometric height was scaled from a topographic map.
 BJ4259
 BJ4259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4259
 BJ4259.The geoid height was determined by GEOID03.
 BJ4259
 BJ4259;                    North         East     Units Scale Factor Converg.
 BJ4259;SPC LA S     -   171,263.580 1,125,998.792   MT  0.99992596   +0 39 11.8
 BJ4259;SPC LA S     -   561,887.26  3,694,214.37   sFT  0.99992596   +0 39 11.8
 BJ4259;UTM  15      - 3,326,788.717   786,708.990   MT  1.00061431   +1 29 21.6
 BJ4259;UTM  16      - 3,326,924.532   208,114.112   MT  1.00065127   -1 30 58.5
 BJ4259
 BJ4259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4259!SPC LA S     -   1.00000382  x   0.99992596  =   0.99992978
 BJ4259!UTM  15      -   1.00000382  x   1.00061431  =   1.00061813
 BJ4259!UTM  16      -   1.00000382  x   1.00065127  =   1.00065509
 BJ4259
 BJ4259                          SUPERSEDED SURVEY CONTROL
 BJ4259
 BJ4259  NAD 83(1992)-  30 02 18.96786(N)    090 01 36.58695(W) AD(       ) 3
 BJ4259  NAD 83(1986)-  30 02 18.98273(N)    090 01 36.58588(W) AD(       ) 3
 BJ4259  NAD 27      -  30 02 18.26000(N)    090 01 36.32200(W) AD(       ) 3
 BJ4259
 BJ4259.Superseded values are not recommended for survey control.
 BJ4259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4259.See file dsdata.txt to determine how the superseded data were derived.
 BJ4259
 BJ4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8670926789(NAD 83)
 BJ4259_MARKER: X = CHISELED CROSS
 BJ4259_SETTING: 0 = UNSPECIFIED SETTING
 BJ4259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4259
 BJ4259  HISTORY     - Date     Condition        Report By
 BJ4259  HISTORY     - 1934     MONUMENTED       CGS
 BJ4259  HISTORY     - 1954     GOOD             CGS
 BJ4259
 BJ4259                          STATION DESCRIPTION
 BJ4259
 BJ4259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BJ4259'STATION IS ON THE GROUNDS OF THE SHUSHAN AIRPORT, BETWEEN
 BJ4259'THE ADMINISTRATION BUILDING AND THE CONCRETE CIRCLE MARKING
 BJ4259'THE CENTER OF THE LANDING FIELD.  IT IS 2-1/2 METERS W OF
 BJ4259'A LINE FROM A MAN-HOLE IN THE CENTER OF THE ABOVE MENTIONED
 BJ4259'CONCRETE CIRCLE, AND THE CONTROL TOWER ON THE ADMINISTRATION
 BJ4259'BUILDING.  AND 58 METERS FROM SAID MAN-HOLE.
 BJ4259'
 BJ4259'STATION IS MARKED BY A CROSS CHISELED IN AN IRON MAN-HOLE
 BJ4259'COVER.
 BJ4259
 BJ4259                          STATION RECOVERY (1954)
 BJ4259
 BJ4259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4259'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BJ4259'STATION WAS ORIGINALLY ESTABLISHED IN THE CENTER OF THE
 BJ4259'COMPASS ROSE, BUT THIS COMPASS ROSE HAS BEEN ABANDONED, AND
 BJ4259'A NEW ONE ESTABLISHED NE OF THE STATION.  PORTIONS OF THE
 BJ4259'OLD COMPASS ROSE ARE STILL VISIBLE ON THE SIDES OF THE TAXI
 BJ4259'STRIP THAT HAS BEEN BUILT THROUGH IT.  A NEW DESCRIPTION
 BJ4259'FOLLOWS--
 BJ4259'
 BJ4259'THE STATION IS LOCATED IN THE NE SECTION OF NEW ORLEANS,
 BJ4259'ON THE S SHORE OF LAKE PONCHARTRAIN, AND AT NEW ORLEANS
 BJ4259'AIRPORT.  IT IS 3.5 FT. E OF THE CENTERLINE OF THE TAXI
 BJ4259'STRIP LEADING N-NW FROM THE CONTROL TOWER, 2.5 M. W OF A
 BJ4259'LINE EXTENDING BETWEEN THE MANHOLE COVER IN THE CENTER OF
 BJ4259'THE OLD COMPASS ROSE AND THE CONTROL TOWER, AND 81 PACES
 BJ4259'S-SW OF THE WIND SOCK IN THE CENTER OF THE NEW COMPASS ROSE.
 BJ4259'IT IS A CHISELED CROSS IN THE CENTER OF A MANHOLE COVER
 BJ4259'OF A SEWER DRAIN.  THE STATION IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4061 ***********************************************************************
 BJ4061  DESIGNATION -  EAST RAIL
 BJ4061  PID         -  BJ4061
 BJ4061  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4061  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4061
 BJ4061                         *CURRENT SURVEY CONTROL
 BJ4061  ___________________________________________________________________
 BJ4061* NAD 83(1986)-  30 28 35.     (N)    091 06 47.     (W)     SCALED    
 BJ4061* NAVD 88     -        22.287  (meters)      73.12   (feet)  ADJUSTED  
 BJ4061  ___________________________________________________________________
 BJ4061  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4061  DYNAMIC HT  -          22.258 (meters)      73.02  (feet)  COMP
 BJ4061  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ4061
 BJ4061  VERT ORDER  -  SECOND    CLASS II
 BJ4061
 BJ4061.The horizontal coordinates were scaled from a topographic map and have
 BJ4061.an estimated accuracy of +/- 6 seconds.
 BJ4061
 BJ4061.The orthometric height was determined by differential leveling
 BJ4061.and adjusted by the National Geodetic Survey in February 1994..
 BJ4061
 BJ4061.The geoid height was determined by GEOID03.
 BJ4061
 BJ4061.The dynamic height is computed by dividing the NAVD 88
 BJ4061.geopotential number by the normal gravity value computed on the
 BJ4061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4061.degrees latitude (g = 980.6199 gals.).
 BJ4061
 BJ4061.The modeled gravity was interpolated from observed gravity values.
 BJ4061
 BJ4061;                    North         East    Units  Estimated Accuracy
 BJ4061;SPC LA S     -   219,090.    1,021,150.      MT  (+/- 180 meters Scaled)
 BJ4061
 BJ4061                          SUPERSEDED SURVEY CONTROL
 BJ4061
 BJ4061.No superseded survey control is available for this station.
 BJ4061
 BJ4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP811730(NAD 83)
 BJ4061_MARKER: DB = BENCH MARK DISK
 BJ4061_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ4061_SP_SET: GUARD RAIL
 BJ4061_MARK LOGO: LADH  
 BJ4061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4061+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 BJ4061
 BJ4061  HISTORY     - Date     Condition        Report By
 BJ4061  HISTORY     - UNK      MONUMENTED       LADH
 BJ4061  HISTORY     - 1987     GOOD             LA-033
 BJ4061  HISTORY     - 20050419 GOOD             AERODA
 BJ4061
 BJ4061                          STATION DESCRIPTION
 BJ4061
 BJ4061'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4061'IN BATON ROUGE.
 BJ4061'LOCATED AT THE GREENWELL SPRINGS OVERPASS OVER AIRLINE HIGHWAY SET IN
 BJ4061'THE MEDIAN AT THE EAST END OF THE BRIDGE IN THE TOP OF THE GUARDRAIL.
 BJ4061'NO STAMPING ON DISK.
 BJ4061'THE MARK IS 0.91 M ABOVE GREENWELL SPRINGS.
 BJ4061
 BJ4061                          STATION RECOVERY (2005)
 BJ4061
 BJ4061'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ4061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2786 ***********************************************************************
 BH2786  DESIGNATION -  EAST RIGOLETS LH
 BH2786  PID         -  BH2786
 BH2786  STATE/COUNTY-  LA/ORLEANS
 BH2786  USGS QUAD   -  RIGOLETS (1993)
 BH2786
 BH2786                         *CURRENT SURVEY CONTROL
 BH2786  ___________________________________________________________________
 BH2786* NAD 83(1992)-  30 09 15.92398(N)    089 39 04.55380(W)     ADJUSTED  
 BH2786* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BH2786  **This station is located in a subsidence area (see below).
 BH2786  ___________________________________________________________________
 BH2786  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BH2786  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BH2786
 BH2786  HORZ ORDER  -  THIRD
 BH2786
 BH2786.The horizontal coordinates were established by classical geodetic methods
 BH2786.and adjusted by the National Geodetic Survey in May 1994..
 BH2786
 BH2786 ** The orthometric height has not been validated since last determined
 BH2786 ** by differential leveling and should not be used for control purposes.
 BH2786 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2786 ** area with valid NAVD 88 orthometric heights.
 BH2786 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2786 ** epoch indicated which incorporates improved geoid heights for the
 BH2786 ** Southern Louisiana Subsidence area.
 BH2786 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2786.The orthometric height was scaled from a topographic map.
 BH2786
 BH2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2786
 BH2786.The geoid height was determined by GEOID03.
 BH2786
 BH2786;                    North         East     Units Scale Factor Converg.
 BH2786;SPC LA S     -   184,572.803 1,162,027.386   MT  0.99992932   +0 50 27.8
 BH2786;SPC LA S     -   605,552.60  3,812,418.18   sFT  0.99992932   +0 50 27.8
 BH2786;UTM  16      - 3,338,866.078   244,642.991   MT  1.00040456   -1 19 57.1
 BH2786
 BH2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2786!SPC LA S     -   1.00000402  x   0.99992932  =   0.99993334
 BH2786!UTM  16      -   1.00000402  x   1.00040456  =   1.00040858
 BH2786
 BH2786:                Primary Azimuth Mark                     Grid Az
 BH2786:SPC LA S     -  SHELL POINT 2 1917                       198 33 32.5
 BH2786:UTM  16      -  SHELL POINT 2 1917                       200 43 57.4
 BH2786
 BH2786|---------------------------------------------------------------------|
 BH2786| PID    Reference Object                     Distance      Geod. Az  |
 BH2786|                                                           dddmmss.s |
 BH2786| BH2774 SHELL POINT 2 1917                  APPROX. 9.3 KM 1992400.3 |
 BH2786|---------------------------------------------------------------------|
 BH2786
 BH2786                          SUPERSEDED SURVEY CONTROL
 BH2786
 BH2786  NAD 83(1992)-  30 09 15.92987(N)    089 39 04.55272(W) AD(       ) 3
 BH2786  NAD 83(1986)-  30 09 15.93723(N)    089 39 04.54954(W) AD(       ) 3
 BH2786
 BH2786.Superseded values are not recommended for survey control.
 BH2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2786.See file dsdata.txt to determine how the superseded data were derived.
 BH2786
 BH2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4464338866(NAD 83)
 BH2786_MARKER: 13 = LIGHTHOUSE
 BH2786
 BH2786  HISTORY     - Date     Condition        Report By
 BH2786  HISTORY     - 1982     FIRST OBSERVED   NGS
 BH2786
 BH2786                          STATION DESCRIPTION
 BH2786
 BH2786'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3293 ***********************************************************************
 BK3293  DESIGNATION -  EAST TAXI
 BK3293  PID         -  BK3293
 BK3293  STATE/COUNTY-  LA/CALCASIEU
 BK3293  USGS QUAD   -  LAKE CHARLES (1994)
 BK3293
 BK3293                         *CURRENT SURVEY CONTROL
 BK3293  ___________________________________________________________________
 BK3293* NAD 83(1992)-  30 13 03.21969(N)    093 08 36.89769(W)     ADJUSTED  
 BK3293* NAVD 88     -         4.3  **(meters)      14.   **(feet)  VERTCON   
 BK3293  **This station is located in a subsidence area (see below).
 BK3293  ___________________________________________________________________
 BK3293  X           -    -302,495.889 (meters)                     COMP
 BK3293  Y           -  -5,507,837.688 (meters)                     COMP
 BK3293  Z           -   3,191,225.508 (meters)                     COMP
 BK3293  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3293  ELLIP HEIGHT-         -23.27  (meters)          (06/26/02) GPS OBS
 BK3293  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK3293
 BK3293  HORZ ORDER  -  FIRST
 BK3293  ELLP ORDER  -  FOURTH    CLASS II
 BK3293
 BK3293.This mark is at Chennault Industrial Airpark  (CWF)
 BK3293
 BK3293.The horizontal coordinates were established by GPS observations
 BK3293.and adjusted by the National Geodetic Survey in January 1993..
 BK3293
 BK3293 ** The orthometric height has not been validated since last determined
 BK3293 ** by differential leveling and should not be used for control purposes.
 BK3293 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3293 ** area with valid NAVD 88 orthometric heights.
 BK3293 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3293 ** epoch indicated which incorporates improved geoid heights for the
 BK3293 ** Southern Louisiana Subsidence area.
 BK3293 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3293
 BK3293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3293
 BK3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3293
 BK3293.The ellipsoidal height was determined by GPS observations
 BK3293.and is referenced to NAD 83.
 BK3293
 BK3293.The geoid height was determined by GEOID03.
 BK3293
 BK3293;                    North         East     Units Scale Factor Converg.
 BK3293;SPC LA S     -   191,758.765   825,736.969   MT  0.99993287   -0 54 18.5
 BK3293;SPC LA S     -   629,128.55  2,709,105.37   sFT  0.99993287   -0 54 18.5
 BK3293;UTM  15      - 3,342,901.990   486,182.081   MT  0.99960236   -0 04 20.1
 BK3293
 BK3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3293!SPC LA S     -   1.00000365  x   0.99993287  =   0.99993652
 BK3293!UTM  15      -   1.00000365  x   0.99960236  =   0.99960601
 BK3293
 BK3293                          SUPERSEDED SURVEY CONTROL
 BK3293
 BK3293  ELLIP H (01/21/93)  -23.24   (m)                       GP(       ) 4 2
 BK3293  NAD 83(1986)-  30 13 03.24151(N)    093 08 36.88941(W) AD(       ) 1
 BK3293  NGVD 29 (05/20/88)    4.2    (m)           14.     (f) GPS OBS        
 BK3293
 BK3293.Superseded values are not recommended for survey control.
 BK3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3293.See file dsdata.txt to determine how the superseded data were derived.
 BK3293
 BK3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8618242902(NAD 83)
 BK3293_MARKER: DS = TRIANGULATION STATION DISK
 BK3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3293_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3293+STABILITY: SURFACE MOTION
 BK3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3293+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK3293
 BK3293  HISTORY     - Date     Condition        Report By
 BK3293  HISTORY     - 1987     MONUMENTED       LADTD
 BK3293
 BK3293                          STATION DESCRIPTION
 BK3293
 BK3293'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3293'THE STATION IS LOCATED ABOUT 7 KM (4.4 MI) EAST OF DOWNTOWN LAKE
 BK3293'CHARLES, ON THE EAST SIDE OF THE CHENNAULT INDUSTRIAL AIRPARK, AT
 BK3293'THE EAST LAKE CHARLES AIRPORT, ALONG THE WEST SIDE OF THE GRASS
 BK3293'TAXI STRIP AT A DRAIN PIPE UNDER THE TAXI STRIP.
 BK3293'OWNERSHIP--CALCASIEU PARISH OFFICE OF PLANNING AND DEVELOPMENT,
 BK3293'C/O DIRECTOR JIMMY VICKERS, PO DRAWER 3287, LAKE CHARLES, LA
 BK3293'70602-3287. PHONE 318-437-3511.
 BK3293'
 BK3293'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3293'AND U.S. HIGHWAY 90 BUSINESS (BROAD STREET) ON THE EAST SIDE OF
 BK3293'LAKE CHARLES, GO EAST FOR 1.4 KM (0.9 MI) ON BROAD STREET TO THE
 BK3293'DEPARTMENT OF PUBLIC WIRKS COMPLEX ON THE LEFT.
 BK3293'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.6 KM (0.4 MI) ON BROAD
 BK3293'STREET TO A GRAVEL ROAD RIGHT AT THE RAILROAD TRACKS.
 BK3293'TURN RIGHT AND GO SOUTHEAST FOR 0.6 KM (0.4 MI) ON THE GRAVEL ROAD
 BK3293'TO A T-ROAD AT SOME HANGERS.
 BK3293'TURN LEFT AND GO NORTHEAST FOR 0.2 KM (0.1 MI) ON THE T-ROAD
 BK3293'BETWEEN THE HANGERS TO A TARMAC ON THE RIGHT AT A LARGE HANGER.
 BK3293'TURN RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE TARMAC TO
 BK3293'THE TAXI STRIP.
 BK3293'TURN LEFT AND GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON THE TAXI STRIP
 BK3293'TO THE STATION ON THE RIGHT.
 BK3293'
 BK3293'THE STATION IS A STANDARD NGS DISK
 BK3293'STAMPED---EAST TAXI 1987---,
 BK3293'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3293'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 BK3293'19.5 METERS (64 FT) SOUTHWEST FROM A BRUSH LINE,
 BK3293'3.2 METERS (7.5 FT) EAST FROM THE SOUTHWEST END OF A 24-INCH DRAIN
 BK3293'PIPE UNDER THE TAXI STRIP AND
 BK3293'1.3 METERS (4.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 BK3293'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3293'STAMPED---EAST TAXI 1987---,
 BK3293'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2356 ***********************************************************************
 BJ2356  DESIGNATION -  EAST TOWER
 BJ2356  PID         -  BJ2356
 BJ2356  STATE/COUNTY-  LA/ST MARTIN
 BJ2356  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2356
 BJ2356                         *CURRENT SURVEY CONTROL
 BJ2356  ___________________________________________________________________
 BJ2356* NAD 83(1986)-  30 20 46.     (N)    091 43 07.     (W)     SCALED    
 BJ2356* NAVD 88     -         9.03   (+/-2cm)      29.6    (feet)  VERTCON   
 BJ2356  ___________________________________________________________________
 BJ2356  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2356
 BJ2356  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2356
 BJ2356.The horizontal coordinates were scaled from a topographic map and have
 BJ2356.an estimated accuracy of +/- 6 seconds.
 BJ2356
 BJ2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2356.The vertical order pertains to the NGVD 29 superseded value.
 BJ2356
 BJ2356.The geoid height was determined by GEOID03.
 BJ2356
 BJ2356;                    North         East    Units  Estimated Accuracy
 BJ2356;SPC LA S     -   204,690.      962,960.      MT  (+/- 180 meters Scaled)
 BJ2356
 BJ2356                          SUPERSEDED SURVEY CONTROL
 BJ2356
 BJ2356  NGVD 29 (??/??/??)    9.029  (m)           29.62   (f) ADJUSTED    1 2
 BJ2356
 BJ2356.Superseded values are not recommended for survey control.
 BJ2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2356.See file dsdata.txt to determine how the superseded data were derived.
 BJ2356
 BJ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP231578(NAD 83)
 BJ2356_MARKER: Z = SEE DESCRIPTION
 BJ2356_SETTING: 0 = UNSPECIFIED SETTING
 BJ2356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2356
 BJ2356  HISTORY     - Date     Condition        Report By
 BJ2356  HISTORY     - UNK      MONUMENTED       DOD
 BJ2356  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2356
 BJ2356                          STATION DESCRIPTION
 BJ2356
 BJ2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2356'IN EAST ATCHAFALAYA.
 BJ2356'AT EAST ATCHAFALAYA, SAINT MARTIN PARISH, ON THE EAST BANK OF
 BJ2356'ATCHAFALAYA RIVER, AT THE EASTERNMOST ONE OF TWO GULF STATES UTILITIES
 BJ2356'CO. POWER-TRANSMISSION LINE TOWERS, BETWEEN THE SOUTHEAST AND THE
 BJ2356'SOUTHWEST TOWER STANDARDS, 24 INCHES WEST OF THE CENTER OF THE SOUTH
 BJ2356'BASE BOLT OF THE SOUTHEAST STANDARD, ON THE FLANGE OF THE LOWEST AND
 BJ2356'SOUTHERNMOST 10-INCH I-BEAM MARKED WITH AN ARROW, 12-3/4 INCHES WEST
 BJ2356'OF THE EAST END, JUST BELOW THE LETTERS U.S.P.B.M., AND ABOUT 9 FEET
 BJ2356'HIGHER THAN THE GROUND.  THE POINT OF INTERSECTION OF THE ARROW AND
 BJ2356'THE BOTTOM OF THE 2-1/2-INCH FLANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2454 ***********************************************************************
 AU2454  DESIGNATION -  EASTER
 AU2454  PID         -  AU2454
 AU2454  STATE/COUNTY-  LA/TERREBONNE
 AU2454  USGS QUAD   -  POINT AU FER (1987)
 AU2454
 AU2454                         *CURRENT SURVEY CONTROL
 AU2454  ___________________________________________________________________
 AU2454* NAD 83(1992)-  29 20 00.66561(N)    091 21 13.61756(W)     ADJUSTED  
 AU2454* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2454  ___________________________________________________________________
 AU2454  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2454  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU2454
 AU2454  HORZ ORDER  -  SECOND
 AU2454
 AU2454.The horizontal coordinates were established by classical geodetic methods
 AU2454.and adjusted by the National Geodetic Survey in January 1993..
 AU2454
 AU2454.The orthometric height was scaled from a topographic map.
 AU2454
 AU2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2454
 AU2454.The geoid height was determined by GEOID03.
 AU2454
 AU2454;                    North         East     Units Scale Factor Converg.
 AU2454;SPC LA S     -    92,393.008   998,013.884   MT  0.99999307   -0 00 36.8
 AU2454;SPC LA S     -   303,126.06  3,274,317.22   sFT  0.99999307   -0 00 36.8
 AU2454;UTM  15      - 3,246,062.581   659,835.557   MT  0.99991524   +0 48 23.9
 AU2454
 AU2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2454!SPC LA S     -   1.00000390  x   0.99999307  =   0.99999697
 AU2454!UTM  15      -   1.00000390  x   0.99991524  =   0.99991914
 AU2454
 AU2454:                Primary Azimuth Mark                     Grid Az
 AU2454:SPC LA S     -  ATCHAFALAYA RIVER BEACON 5               018 15 02.3
 AU2454:UTM  15      -  ATCHAFALAYA RIVER BEACON 5               017 26 01.6
 AU2454
 AU2454|---------------------------------------------------------------------|
 AU2454| PID    Reference Object                     Distance      Geod. Az  |
 AU2454|                                                           dddmmss.s |
 AU2454| AU2391 ATCHAFALAYA RIVER BEACON 5          APPROX.24.0 KM 0181425.5 |
 AU2454| CV9761 EASTER RM 1                          26.115 METERS 08728     |
 AU2454| CV9762 EASTER RM 2                          27.105 METERS 21037     |
 AU2454| AU2398 BELLE ISLE 2                        APPROX.21.7 KM 3472105.9 |
 AU2454| AU2396 BELLE ISLE SALT WORKS STACK         APPROX.22.1 KM 3500414.4 |
 AU2454|---------------------------------------------------------------------|
 AU2454
 AU2454                          SUPERSEDED SURVEY CONTROL
 AU2454
 AU2454  NAD 83(1986)-  29 20 00.69128(N)    091 21 13.61690(W) AD(       ) 2
 AU2454  NAD 27      -  29 19 59.89800(N)    091 21 13.22000(W) AD(       ) 2
 AU2454
 AU2454.Superseded values are not recommended for survey control.
 AU2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2454.See file dsdata.txt to determine how the superseded data were derived.
 AU2454
 AU2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5983646063(NAD 83)
 AU2454_MARKER: Z = SEE DESCRIPTION
 AU2454_SETTING: 0 = UNSPECIFIED SETTING
 AU2454
 AU2454  HISTORY     - Date     Condition        Report By
 AU2454  HISTORY     - 1933     MONUMENTED       CGS
 AU2454  HISTORY     - 1935     MARK NOT FOUND   CGS
 AU2454  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2454  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU2454
 AU2454                          STATION DESCRIPTION
 AU2454
 AU2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AU2454'STATION IS ON A SAND SPIT ON THE EXTREME END OF POINT AU FER.
 AU2454'THIS STATION WAS LOST WHEN PART OF THE SHORE WAS WASHED AWAY
 AU2454'BY THE STORM IN APRIL, 1935.
 AU2454
 AU2454                          STATION RECOVERY (1952)
 AU2454
 AU2454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2454'THE 1935 RECOVERY NOTE OF E.R. MC C. IS VERIFIED.
 AU2454
 AU2454                          STATION RECOVERY (1955)
 AU2454
 AU2454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2454'THE STATION WAS NOT RECOVERED, AND A NEW STATION, EASTER
 AU2454'2, WAS ESTABLISHED IN THE VICINITY OF THE ORIGINAL STATION.
 AU2454'EASTER HAS PREVIOUSLY BEEN REPORTED LOST WHEN PART OF THE
 AU2454'SHORE WAS WASHED AWAY BY THE STORM IN APRIL 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2460 ***********************************************************************
 AU2460  DESIGNATION -  EASTER 2
 AU2460  PID         -  AU2460
 AU2460  STATE/COUNTY-  LA/TERREBONNE
 AU2460  USGS QUAD   -  POINT AU FER (1987)
 AU2460
 AU2460                         *CURRENT SURVEY CONTROL
 AU2460  ___________________________________________________________________
 AU2460* NAD 83(1992)-  29 19 57.51500(N)    091 21 09.17578(W)     ADJUSTED  
 AU2460* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2460  ___________________________________________________________________
 AU2460  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2460  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU2460
 AU2460  HORZ ORDER  -  SECOND
 AU2460
 AU2460.The horizontal coordinates were established by classical geodetic methods
 AU2460.and adjusted by the National Geodetic Survey in January 1993..
 AU2460
 AU2460.The orthometric height was scaled from a topographic map.
 AU2460
 AU2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2460
 AU2460.The geoid height was determined by GEOID03.
 AU2460
 AU2460;                    North         East     Units Scale Factor Converg.
 AU2460;SPC LA S     -    92,295.983   998,133.702   MT  0.99999325   -0 00 34.6
 AU2460;SPC LA S     -   302,807.74  3,274,710.32   sFT  0.99999325   -0 00 34.6
 AU2460;UTM  15      - 3,245,967.281   659,956.737   MT  0.99991572   +0 48 26.0
 AU2460
 AU2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2460!SPC LA S     -   1.00000390  x   0.99999325  =   0.99999715
 AU2460!UTM  15      -   1.00000390  x   0.99991572  =   0.99991962
 AU2460
 AU2460:                Primary Azimuth Mark                     Grid Az
 AU2460:SPC LA S     -  ATCHAFALAYA CHANNEL LIGHT 75             013 23 13.3
 AU2460:UTM  15      -  ATCHAFALAYA CHANNEL LIGHT 75             012 34 12.7
 AU2460
 AU2460|---------------------------------------------------------------------|
 AU2460| PID    Reference Object                     Distance      Geod. Az  |
 AU2460|                                                           dddmmss.s |
 AU2460| AU2450 ATCHAFALAYA CHANNEL LIGHT 75        APPROX.12.5 KM 0132238.7 |
 AU2460| AU2447 ATCHAFALAYA CHANNEL LIGHT 78        APPROX.13.4 KM 0202930.1 |
 AU2460| CV9763 EASTER 2 RM 3                        19.342 METERS 16239     |
 AU2460| AU2468 ATCHAFALAYA CHANNEL LIGHT 25        APPROX. 5.8 KM 2793716.1 |
 AU2460| CV9764 EASTER 2 RM 4                        22.034 METERS 28325     |
 AU2460| AU2464 RBN POINT AU FER REEF               APPROX. 5.4 KM 3244614.1 |
 AU2460| AU2462 EUGENE ISLAND LIGHT                 APPROX. 5.4 KM 3251247.5 |
 AU2460| AU2469 ATCHAFALAYA CHANNEL LIGHT 38        APPROX. 5.2 KM 3253311.4 |
 AU2460| AU2445 ATCHAFALAYA BAY CHANNEL LT 67       APPROX. 8.2 KM 3593239.6 |
 AU2460|---------------------------------------------------------------------|
 AU2460
 AU2460                          SUPERSEDED SURVEY CONTROL
 AU2460
 AU2460  NAD 83(1986)-  29 19 57.54049(N)    091 21 09.17666(W) AD(       ) 2
 AU2460  NAD 27      -  29 19 56.75600(N)    091 21 08.78800(W) AD(       ) 2
 AU2460
 AU2460.Superseded values are not recommended for survey control.
 AU2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2460.See file dsdata.txt to determine how the superseded data were derived.
 AU2460
 AU2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5995745967(NAD 83)
 AU2460_MARKER: DS = TRIANGULATION STATION DISK
 AU2460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2460_SP_SET: PREFABRICATED CONCRETE POST
 AU2460
 AU2460  HISTORY     - Date     Condition        Report By
 AU2460  HISTORY     - 1955     MONUMENTED       CGS
 AU2460  HISTORY     - 1959     GOOD             PGEG
 AU2460  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AU2460
 AU2460                          STATION DESCRIPTION
 AU2460
 AU2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2460'THE STATION IS 11 MILES SOUTH-SOUTHWEST OF THE MOUTH OF THE
 AU2460'ATCHAFALAYA RIVER, 8.8 MILES SOUTHWEST OF THE SOUTH TIP OF
 AU2460'HALTERS ISLAND, 3.3 MILES SOUTHEAST OF THE EUGENE ISLAND
 AU2460'LIGHT, 1/4 MILE WEST OF A CABIN ON A SMALL ISLAND AND 1/2
 AU2460'MILE NORTHWEST OF SOME BUILDINGS AND A PLATFORM ON A LARGER
 AU2460'ISLAND.  IT IS 50 YARDS SOUTHEAST OF THE EXTREME NORTHWEST
 AU2460'POINT OF POINT AU FER ISLAND AND ON THE WEST SIDE OF RAQUET
 AU2460'PASS.
 AU2460'
 AU2460'THE STATION MARK, STAMPED EASTER 2 1955, IS A STANDARD DISK
 AU2460'SET IN THE TOP OF A CONCRETE-FILLED 4-INCH SEWER PIPE THAT
 AU2460'PROJECTS 2 FEET ABOVE THE GROUND WHICH IS 3 FEET ABOVE THE
 AU2460'WATER.  IT IS 36 FEET WEST OF THE MEAN HIGH WATER LINE AND
 AU2460'ON A SANDY SPOT BORDERED BY BUSHES TO THE NORTHWEST WITH
 AU2460'SCATTERED BUSHES AND GRASS TO THE WEST AND SOUTH.
 AU2460'
 AU2460'REFERENCE MARK NO. 3, STAMPED EASTER 2 NO 3 1955, IS A STANDARD
 AU2460'DISK SET IN THE TOP OF A CONCRETE-FILLED 4-INCH SEWER PIPE
 AU2460'WHICH PROJECTS 2.5 FEET ABOVE THE GROUND WHICH IS 2 FEET ABOVE
 AU2460'THE WATER.  IT IS 36 FEET WEST OF THE MEAN HIGH WATER LINE
 AU2460'AND 4 FEET WEST OF THE SHELL RIDGE ALONG THE EAST SIDE OF THE
 AU2460'ISLAND.
 AU2460'
 AU2460'REFERENCE MARK NO. 4, STAMPED EASTER 2 NO 4 1955, IS A STANDARD
 AU2460'DISK SET IN THE TOP OF A CONCRETE-FILLED 4-INCH SEWER PIPE
 AU2460'WHICH PROJECTS 3.5 FEET ABOVE THE GROUND WHICH IS 6 INCHES
 AU2460'ABOVE THE WATER.  IT IS 35 YARDS SOUTHEAST OF THE NORTHWEST
 AU2460'SHORE OF THE POINT, 17 YARDS SOUTHEAST OF THE 2-FOOT BANK OF
 AU2460'SHELLS AND IN THE DRIFTWOOD ON THE WEST SIDE OF THE BUSHES
 AU2460'ALONG THE EASTERN EDGE OF THE POINT.
 AU2460'
 AU2460'EUGENE ISLAND LIGHT, WHICH IS LISTED IN THE LIGHT BOOK AS
 AU2460'POINT AU FER REEF LIGHT, ON THE EAST SIDE OF EUGENE ISLAND AND
 AU2460'ON THE WEST SIDE OF ATCHAFALAYA CHANNEL, WILL SERVE AS THE AZIMUTH
 AU2460'MARK FOR THIS STATION.  IT IS A 4000 CANDLEPOWER LIGHT ATOP A
 AU2460'WHITE WOODEN DWELLING ON PILES.  POINT OBSERVED WAS TOP CENTER
 AU2460'OF STRUCTURE ENCLOSING THE LIGHT.
 AU2460'
 AU2460'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AU2460
 AU2460                          STATION RECOVERY (1959)
 AU2460
 AU2460'RECOVERY NOTE BY PETTY GEOPHYSICAL CO 1959 (NET)
 AU2460'REFERENCE MARK 3 WAS FOUND IN GOOD CONDITION, BUT LYING DOWN
 AU2460'ON BANK, NOT IN PLACE.
 AU2460'
 AU2460'NO OTHER MARK WAS FOUND EXCEPT FOR THE BASE OF ANOTHER MARK
 AU2460'ALSO LYING DOWN AND PLATE MISSING.
 AU2460
 AU2460                          STATION RECOVERY (1960)
 AU2460
 AU2460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2460'NONE OF THE MARKS COULD BE FOUND.  EASTER 3 WAS ESTABLISHED
 AU2460'IN THE SAME AREA.  SEE DESCRIPTION THERE OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2459 ***********************************************************************
 AU2459  DESIGNATION -  EASTER 3
 AU2459  PID         -  AU2459
 AU2459  STATE/COUNTY-  LA/TERREBONNE
 AU2459  USGS QUAD   -  POINT AU FER (1987)
 AU2459
 AU2459                         *CURRENT SURVEY CONTROL
 AU2459  ___________________________________________________________________
 AU2459* NAD 83(1992)-  29 19 57.33931(N)    091 21 10.89188(W)     ADJUSTED  
 AU2459* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2459  ___________________________________________________________________
 AU2459  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2459  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU2459
 AU2459  HORZ ORDER  -  SECOND
 AU2459
 AU2459.The horizontal coordinates were established by classical geodetic methods
 AU2459.and adjusted by the National Geodetic Survey in January 1993..
 AU2459
 AU2459.The orthometric height was scaled from a topographic map.
 AU2459
 AU2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2459
 AU2459.The geoid height was determined by GEOID03.
 AU2459
 AU2459;                    North         East     Units Scale Factor Converg.
 AU2459;SPC LA S     -    92,290.582   998,087.402   MT  0.99999326   -0 00 35.4
 AU2459;SPC LA S     -   302,790.02  3,274,558.42   sFT  0.99999326   -0 00 35.4
 AU2459;UTM  15      - 3,245,961.221   659,910.522   MT  0.99991554   +0 48 25.2
 AU2459
 AU2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2459!SPC LA S     -   1.00000390  x   0.99999326  =   0.99999716
 AU2459!UTM  15      -   1.00000390  x   0.99991554  =   0.99991944
 AU2459
 AU2459:                Primary Azimuth Mark                     Grid Az
 AU2459:SPC LA S     -  ATCHAFALAYA BAY CHANNEL LT 88            016 19 06.8
 AU2459:UTM  15      -  ATCHAFALAYA BAY CHANNEL LT 88            015 30 06.2
 AU2459
 AU2459|---------------------------------------------------------------------|
 AU2459| PID    Reference Object                     Distance      Geod. Az  |
 AU2459|                                                           dddmmss.s |
 AU2459| AU2451 ATCHAFALAYA BAY CHANNEL LT 88       APPROX.12.7 KM 0161831.4 |
 AU2459| AU2461 TIDAL BENCH MARK 3 1960              25.716 METERS 05337     |
 AU2459| CV9765 EASTER 3 RM 5                                      23339     |
 AU2459| AU2463 ATCHAFALAYA BAY CHANNEL LT 19       APPROX. 8.3 KM 2553448.5 |
 AU2459| AU2470 ATCHAFALAYA BAY CHANNEL LT 37       APPROX. 5.8 KM 2795203.7 |
 AU2459| AU2466 SHELL WELL 2 1960                   APPROX.13.7 KM 2824851.7 |
 AU2459| AU2445 ATCHAFALAYA BAY CHANNEL LT 67       APPROX. 8.3 KM 3595157.3 |
 AU2459|---------------------------------------------------------------------|
 AU2459
 AU2459                          SUPERSEDED SURVEY CONTROL
 AU2459
 AU2459  NAD 83(1986)-  29 19 57.36453(N)    091 21 10.89171(W) AD(       ) 2
 AU2459  NAD 27      -  29 19 56.57000(N)    091 21 10.49090(W) AD(       ) 2
 AU2459
 AU2459.Superseded values are not recommended for survey control.
 AU2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2459.See file dsdata.txt to determine how the superseded data were derived.
 AU2459
 AU2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5991145961(NAD 83)
 AU2459_MARKER: DS = TRIANGULATION STATION DISK
 AU2459_SETTING: 0 = UNSPECIFIED SETTING
 AU2459
 AU2459  HISTORY     - Date     Condition        Report By
 AU2459  HISTORY     - 1960     MONUMENTED       CGS
 AU2459  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AU2459
 AU2459                          STATION DESCRIPTION
 AU2459
 AU2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2459'LOCATED ALONG THE SOUTHEAST SIDE OF ATCHAFALAYA BAY, ABOUT
 AU2459'3 MILES SOUTHEAST OF EUGENE ISLAND LIGHTHOUSE, ON THE SHELL
 AU2459'BEACH AT POINT AU FER, 28 FEET SOUTHEAST OF THE MEAN HIGH WATER
 AU2459'LINE AND 25 FEET NORTHWEST OF THE EDGE OF THE MARSH.
 AU2459'
 AU2459'A STANDARD DISK STAMPED EASTER 3 1960 BRAZED TO THE TOP OF
 AU2459'A 3 INCH PIPE AND PROJECTING 1.4 FEET ABOVE THE SHELL BEACH.
 AU2459'
 AU2459'R.M. 5 IS 47.73 FEET SOUTH OF THE STATION 35 FEET SOUTHEAST
 AU2459'OF THE MEAN HIGH WATER LINE.  A STANDARD DISK STAMPED EASTER
 AU2459'3 NO. 5 1960 BRAZED TO THE TOP OF A 3 INCH PIPE WHICH PROJECTS 1.4
 AU2459'FEET.
 AU2459'
 AU2459'TIDAL BM NO. 3 IS NORTHEAST OF THE STATION IN THE EDGE OF THE
 AU2459'WATER.  A BENCH MARK DISK STAMPED TIDES NO. 3 1960 IN TOP
 AU2459'OF A 14 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 1.5 FEET
 AU2459'ABOVE THE WATER.
 AU2459'
 AU2459'HEIGHT OF LIGHT ABOVE STATION MARK 6.5 METERS.
 AU2459
 AU2459                          STATION RECOVERY (1966)
 AU2459
 AU2459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2459'THE STATION MARK WAS RECOVERED IN VERY POOR CONDITION, ABOUT
 AU2459'30 FEET OFFSHORE IN 2 FEET OF WATER AND LEANING BADLY.  IT
 AU2459'WILL BE WASHED AWAY SOON AND SHOULD BE MOVED.  TIDAL BM NO. 3
 AU2459'WAS RECOVERED IN FAIR CONDITION.  IT IS 50 FEET OFFSHORE IN 2
 AU2459'FEET OF WATER, BUT IS SOLID AT THIS TIME.  REFERENCE MARK 5
 AU2459'WAS RECOVERED IN POOR CONDITION 20 FEET OFFSHORE IN 1 FOOT OF
 AU2459'WATER, BUT IS SOLID AT THIS TIME.  THE ORIGINAL DESCRIPTION IS
 AU2459'ADEQUATE EXCEPT AS MENTIONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4174 ***********************************************************************
 BJ4174  DESIGNATION -  EASTMAN
 BJ4174  PID         -  BJ4174
 BJ4174  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4174  USGS QUAD   -  ROBERT (1974)
 BJ4174
 BJ4174                         *CURRENT SURVEY CONTROL
 BJ4174  ___________________________________________________________________
 BJ4174* NAD 83(1992)-  30 33 48.88241(N)    090 20 25.20671(W)     ADJUSTED  
 BJ4174* NAVD 88     -        19.66   (+/-2cm)      64.5    (feet)  VERTCON   
 BJ4174  ___________________________________________________________________
 BJ4174  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ4174  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4174
 BJ4174  HORZ ORDER  -  FIRST
 BJ4174  VERT ORDER  -  THIRD ? (See Below)
 BJ4174
 BJ4174.The horizontal coordinates were established by classical geodetic methods
 BJ4174.and adjusted by the National Geodetic Survey in January 1993..
 BJ4174
 BJ4174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4174.The vertical order pertains to the NGVD 29 superseded value.
 BJ4174
 BJ4174.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4174
 BJ4174.The geoid height was determined by GEOID03.
 BJ4174
 BJ4174;                    North         East     Units Scale Factor Converg.
 BJ4174;SPC LA S     -   229,152.264 1,095,261.013   MT  0.99997383   +0 29 47.4
 BJ4174;SPC LA S     -   751,810.39  3,593,368.84   sFT  0.99997383   +0 29 47.4
 BJ4174;UTM  15      - 3,384,249.190   755,101.252   MT  1.00040288   +1 21 11.4
 BJ4174
 BJ4174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4174!SPC LA S     -   1.00000116  x   0.99997383  =   0.99997499
 BJ4174!UTM  15      -   1.00000116  x   1.00040288  =   1.00040404
 BJ4174
 BJ4174:                Primary Azimuth Mark                     Grid Az
 BJ4174:SPC LA S     -  C 766                                    004 13 19.3
 BJ4174:UTM  15      -  C 766                                    003 21 55.3
 BJ4174
 BJ4174|---------------------------------------------------------------------|
 BJ4174| PID    Reference Object                     Distance      Geod. Az  |
 BJ4174|                                                           dddmmss.s |
 BJ4174| CV9668 C 766                                              0044306.7 |
 BJ4174| CV9669 C 766 RESET                                        00854     |
 BJ4174| BJ4162 FOLSOM                              APPROX.12.5 KM 0843717.0 |
 BJ4174| CW1314 EASTMAN RM 1                         51.853 METERS 10731     |
 BJ4174| BJ4173 LORRAINE LOT                        APPROX. 8.8 KM 1363224.6 |
 BJ4174| BJ4315 EDWARDS                             APPROX. 8.7 KM 1781131.7 |
 BJ4174| CV9670 C 767                                              2022044.4 |
 BJ4174| BJ4169 LORANGER LOT                        APPROX.10.1 KM 3413256.7 |
 BJ4174| CW1316 EASTMAN RM 3                         52.325 METERS 35740     |
 BJ4174| CW1315 EASTMAN RM 2                         74.829 METERS 35915     |
 BJ4174|---------------------------------------------------------------------|
 BJ4174
 BJ4174                          SUPERSEDED SURVEY CONTROL
 BJ4174
 BJ4174  NAD 83(1986)-  30 33 48.89740(N)    090 20 25.20449(W) AD(       ) 1
 BJ4174  NAD 27      -  30 33 48.21267(N)    090 20 24.89500(W) AD(       ) 1
 BJ4174  NGVD 29 (07/19/86)   19.68   (m)           64.6    (f) LEVELING    3  
 BJ4174
 BJ4174.Superseded values are not recommended for survey control.
 BJ4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4174.See file dsdata.txt to determine how the superseded data were derived.
 BJ4174
 BJ4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5510184249(NAD 83)
 BJ4174_MARKER: DS = TRIANGULATION STATION DISK
 BJ4174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4174_STAMPING: EASTMAN 1970
 BJ4174_MARK LOGO: NGS   
 BJ4174_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4174+STABILITY: SURFACE MOTION
 BJ4174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4174+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1990
 BJ4174
 BJ4174  HISTORY     - Date     Condition        Report By
 BJ4174  HISTORY     - 1970     MONUMENTED       NGS
 BJ4174  HISTORY     - 1970     GOOD             NGS
 BJ4174  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BJ4174  HISTORY     - 1975     SEE DESCRIPTION  NGS
 BJ4174  HISTORY     - 19900226 GOOD             LADTD
 BJ4174
 BJ4174                          STATION DESCRIPTION
 BJ4174
 BJ4174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4174'NO MEASUREMENT BETWEEN REFERENCE MARKS BRUSH ON LINE.
 BJ4174'
 BJ4174'THE STATION MARK IS LOCATED ABOUT 10 MILES SOUTHWEST OF FOLSOM, 8-1/4
 BJ4174'MILES NORTHEAST OF HAMMOND, 4-1/4 MILES NORTH OF ROBERT, IN THE
 BJ4174'SOUTHWEST 1/4 SECTION 31, T 5 S, R 9 E AND ON PROPERTY OWNED BY
 BJ4174'MR. CLAUDE EASTMAN.
 BJ4174'
 BJ4174'TO REACH THE STATION FROM THE JUNCTION WITH US HIGHWAY 190 AND STATE
 BJ4174'HIGHWAY 445 IN ROBERT, ABOUT 7 MILES EAST OF HAMMOND, GO NORTH ON
 BJ4174'STATE HIGHWAY 445 FOR 4.4 MILES TO THE STATION ON THE RIGHT.
 BJ4174'
 BJ4174'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 BJ4174'445 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BJ4174'
 BJ4174'THE STATION MARK IS A STANDARD DISK, STAMPED EASTMAN 1970, SET IN THE
 BJ4174'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4174'THE SURFACE OF THE GROUND.  IT IS 128 FEET NORTHWEST OF A POWERLINE
 BJ4174'POLE, 98 FEET EAST OF THE CENTER OF STATE HIGHWAY 445, 79 FEET NORTH
 BJ4174'OF THE CENTER OF A GATE, 55 FEET EAST OF A FENCE AND 53 FEET NORTH
 BJ4174'OF A FENCE.
 BJ4174'
 BJ4174'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EASTMAN NO 1 1970, SET
 BJ4174'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4174'6 INCHES.  IT IS 44 FEET EAST OF A POWERLINE POLE, 2.8 FEET WEST OF
 BJ4174'A METAL WITNESS POST WITH A SIGN ATTACHED AND 1 FOOT NORTH OF A
 BJ4174'FENCE.
 BJ4174'
 BJ4174'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EASTMAN NO 2 1970, SET
 BJ4174'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4174'6 INCHES.  IT IS 32 FEET EAST OF THE CENTER OF STATE HIGHWAY 445,
 BJ4174'1.5 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 1
 BJ4174'FOOT EAST OF A FENCE.
 BJ4174'
 BJ4174'C 767 (LGS) IS A STANDARD LOUISIANA GEODETIC SURVEY STATION MARK
 BJ4174'DISK, STAMPED WPA C 767, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BJ4174'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20 FEET
 BJ4174'SOUTHEAST OF STATE HIGHWAY 445, 4 FEET NORTHWEST OF A FENCE, 4 FEET
 BJ4174'NORTHWEST OF A CONCRETE POST AND 0.5 FEET WEST OF A METAL WITNESS
 BJ4174'POST WITH A SIGN ATTACHED.
 BJ4174'
 BJ4174'THE AZIMUTH MARK IS A STANDARD LOUISIANA GEODETIC SURVEY STATION MARK
 BJ4174'DISK, STAMPED WPA C 766, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BJ4174'POST THAT PROJECTS 6 INCHES.  IT IS 31 FEET WEST OF THE CENTER OF
 BJ4174'STATE HIGHWAY 445, 4 FEET EAST OF A CONCRETE POST AND 1.4 FEET
 BJ4174'WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4174'
 BJ4174'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 BJ4174
 BJ4174                          STATION RECOVERY (1970)
 BJ4174
 BJ4174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BJ4174'THE STATION WAS VISITED 8-31-70 AND THE STATION MARK, C 766 (LGS),
 BJ4174'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  C 767
 BJ4174'(LGS) WAS FOUND RESET BY THE LOUISIANA HIGHWAY DEPARTMENT.  DUE TO
 BJ4174'HIGHWAY CONSTRUCTION REFERENCE MARK NO. 2 WAS REQUESTED MOVED AT
 BJ4174'THIS DATE, THIS WAS DONE BY ESTABLISHING REFERENCE MARK NO. 3.  C
 BJ4174'767 (LGS) RESET 1970 WAS CUT IN AT THIS DATE AS AN ADDITIONAL AZIMUTH
 BJ4174'FOR THE STATION.  REFERENCE MARK NO.2 WAS DESTROYED AND THE DISK
 BJ4174'RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 BJ4174'
 BJ4174'THE STATION IS LOCATED ABOUT 8.25 MILES NORTHEAST OF HAMMOND, 4.25
 BJ4174'MILES NORTH OF THE COMMUNITY OF ROBERTS, IN SECTION 31, T.5 S., R 9
 BJ4174'E. ON PROPERTY OWNED BY MR. CLAUDE EASTMAN AND IN THE SOUTHWEST
 BJ4174'CORNER OF A LARGE PASTURE.  IT IS 84 FEET EAST OF THE CENTER OF
 BJ4174'STATE HIGHWAY 445, 77 FEET NORTHEAST OF A T FENCE CORNER, 44 FEET
 BJ4174'EAST OF A FENCE LINE, 54 FEET NORTH OF A FENCE LINE, 127 FEET
 BJ4174'NORTHWEST OF A POWER POLE, 58 FEET NORTHEAST OF THE NORTH GATE
 BJ4174'POST OF A METAL GATE.  IT IS A TRIANGULATION STATION DISK, STAMPED
 BJ4174'EASTMAN 1970, FLUSH WITH THE GROUND.
 BJ4174'
 BJ4174'REFERENCE MARK NO. 1 IS 170.11 FEET EAST-SOUTHEAST OF THE STATION,
 BJ4174'1 FOOT NORTH OF A FENCE LINE, 45 FEET EAST OF A POWER POLE, 247 FEET
 BJ4174'EAST OF THE CENTER OF THE ROAD, AND 3 FEET NORTH OF A METAL WITNESS
 BJ4174'POST.  IT IS A REFERENCE MARK DISK, STAMPED EASTMANNO 1 1970,
 BJ4174'PROJECTING 6 INCHES.
 BJ4174'
 BJ4174'REFERENCE MARK NO. 3 IS 171.67 FEET NORTH-NORTHWEST OF THE STATION,
 BJ4174'42 FEET EAST OF THE CENTER OF THE ROAD, 2 FEET EAST OF A FENCELINE,
 BJ4174'228 FEET NORTH OF A T FENCE CORNER AND 1 FOOT WEST OF A METAL
 BJ4174'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED EASTMANNO 3
 BJ4174'1970, PROJECTING 3 INCHES.
 BJ4174'
 BJ4174'C 766 (LGS) RESET 1970 IS 0.15 MILE NORTH OF THE STATION, ABOUT 300
 BJ4174'FEET SOUTH OF A CURVE IN THE HIGHWAY, 40 FEET EAST OF THE CENTER OF
 BJ4174'THE ROAD, 2 FEET WEST OF A FENCE LINE, 50 FEET SOUTH OF A BRACE
 BJ4174'POST IN THE FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 BJ4174'A LOUISIANA GEODETIC SURVEY DISK, STAMPED, C 766 RESET 1970
 BJ4174'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING 3
 BJ4174'INCHES.
 BJ4174'
 BJ4174'C 767 IS 0.1 MILE SOUTH-SOUTHWEST OF THE STATION, 35 FEET SOUTHEAST
 BJ4174'OF THE CENTER OF THE ROAD, 5 FEET NORTHWEST OF A FENCE LINE, 93 FEET
 BJ4174'NORTH OF A POWER POLE, 90 FEET NORTHEAST OF THE NORTH END OF A
 BJ4174'METAL GATE ACROSS THE HIGHWAY, 1 FOOT SOUTHEAST OF A METAL WITNESS
 BJ4174'POST AND ACROSS THE ROAD AND EAST OF A ROAD LEADING NORTHWEST.  IT
 BJ4174'IS A LOUISIANA GEODETIC SURVEY DISK, STAMPED C 767,
 BJ4174'PROJECTING 1 INCH.
 BJ4174'
 BJ4174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ4174'HIGHWAY 445 IN THE SMALL COMMUNITY OF ROBERTS, GO NORTH ON STATE
 BJ4174'HIGHWAY 445 FOR 4.3 MILES TO C 767 (LGS) ON THE RIGHT, CONTINUE FOR
 BJ4174'0.1 MILE TO THE STATION ON THE RIGHT, CONTINUE 0.15 MILE TO C 766
 BJ4174'RESET 1970 ON THE RIGHT.
 BJ4174'
 BJ4174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.25 MILE NORTH OF
 BJ4174'ROBERT.
 BJ4174
 BJ4174                          STATION RECOVERY (1974)
 BJ4174
 BJ4174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DLH)
 BJ4174'THE SURFACE MARK WAS REPORTED DESTROYED BY THE LANDOWNER.  IT WAS
 BJ4174'GRADED OUT BY A BULLDOZER CONSTRUCTING A PASTURE ROAD.
 BJ4174'
 BJ4174'R.M. NO. 1 IS OK.
 BJ4174'
 BJ4174'R.M. NO. 3 IS OK.
 BJ4174'
 BJ4174'(LGS) C766 IS OK.
 BJ4174'
 BJ4174'(LGS) C 767 IS OK.
 BJ4174
 BJ4174                          STATION RECOVERY (1975)
 BJ4174
 BJ4174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BJ4174'THE STATION WAS VISITED 4-21-75 AND THE STATION SURFACE MARK WAS
 BJ4174'FOUND IN THE CENTER OF A GRADED ROAD WITH THE DISK REMOVED.  THE
 BJ4174'SURFACE MARK WAS REMOVED AND THE UNDERGROUND MARK FOUND IN GOOD
 BJ4174'CONDITION.  THE SURFACE WAS THEN PLUMBED OVER THE UNDERGROUND
 BJ4174'MARK.  REFERENCE MARK NO. 1 AND NO. 3 AND C 766 RESET 1970 WERE
 BJ4174'FOUND IN GOOD CONDITION.  C 767 (LGS) WAS FOUND IN A DITCH AND MAY BE
 BJ4174'DISTURBED SLIGHTLY.  THE MEASUREMENT AND DIRECTIONS TO REFERENCE
 BJ4174'MARKS NO. 1 AND NO. 3 CHECKED.  THE DISTANCE BETWEEN THE REFERENCE
 BJ4174'MARKS FAILED TO CHECK BY 0.20 FOOT.  THIS WAS CHECKED IN THE
 BJ4174'FIELD.  THE STATION MARK WAS LEFT IN THE ROAD AS IT IS A PASTURE
 BJ4174'ROAD AND HAS VERY LITTLE USE AND WILL NOT BE REGRADED.
 BJ4174'
 BJ4174'THE 1970 DESCRIPTION BY L.F.S. IS ADEQUATE FOR THE MARKS.
 BJ4174'
 BJ4174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.25 MILE N. OF
 BJ4174'ROBERT.
 BJ4174
 BJ4174                          STATION RECOVERY (1990)
 BJ4174
 BJ4174'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ4174'THE STATION IS LOCATED ABOUT 13.3 KM (8.25 MI) NORTHEAST OF HAMMOND
 BJ4174'AND 7.1 KM (4.40 MI) NORTH OF ROBERT, IN SECTION 31, T 5 S, R 9 E.
 BJ4174'OWNERSHIP--MR.  CLAUDE EASTMAN. TO REACH THE STATION FROM THE JUNCTION
 BJ4174'OF U.S.  HIGHWAY 190 AND STATE HIGHWAY 445 IN ROBERT, GO NORTH FOR 7.1
 BJ4174'KM (4.40 MI) ON HIGHWAY 445 TO THE MARK ON THE RIGHT, SET IN THE
 BJ4174'SOUTHWEST CORNER OF A FIELD. THE STATION IS 38.73 M (127.07 FT)
 BJ4174'NORTHWEST FROM A POWER POLE, 28.3 M (92.8 FT) NORTH FROM A POWER POLE
 BJ4174'AND TELEPHONE JUNCTION BOX, 25.6 M (84.0 FT) EAST FROM THE CENTER OF
 BJ4174'THE HIGHWAY, 23.5 M (77.1 FT) NORTHEAST FROM A T-FENCE CORNER, 17.7 M
 BJ4174'(58.1 FT) NORTHEAST FROM THE NORTH GATE POST OF A METAL GATE, 16.5 M
 BJ4174'(54.1 FT) NORTH FROM A FENCE AND 13.4 M (44.0 FT) EAST FROM A FENCE.
 BJ4174'THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0521 ***********************************************************************
 BJ0521  DESIGNATION -  EB 944
 BJ0521  PID         -  BJ0521
 BJ0521  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0521  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0521
 BJ0521                         *CURRENT SURVEY CONTROL
 BJ0521  ___________________________________________________________________
 BJ0521* NAD 83(1986)-  30 29 33.     (N)    091 10 19.     (W)     SCALED    
 BJ0521* NAVD 88     -        18.217  (meters)      59.77   (feet)  ADJUSTED  
 BJ0521  ___________________________________________________________________
 BJ0521  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0521  DYNAMIC HT  -          18.194 (meters)      59.69  (feet)  COMP
 BJ0521  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ0521
 BJ0521  VERT ORDER  -  SECOND    CLASS I
 BJ0521
 BJ0521.The horizontal coordinates were scaled from a topographic map and have
 BJ0521.an estimated accuracy of +/- 6 seconds.
 BJ0521
 BJ0521.The orthometric height was determined by differential leveling
 BJ0521.and adjusted by the National Geodetic Survey in September 1998..
 BJ0521
 BJ0521.The geoid height was determined by GEOID03.
 BJ0521
 BJ0521.The dynamic height is computed by dividing the NAVD 88
 BJ0521.geopotential number by the normal gravity value computed on the
 BJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0521.degrees latitude (g = 980.6199 gals.).
 BJ0521
 BJ0521.The modeled gravity was interpolated from observed gravity values.
 BJ0521
 BJ0521;                    North         East    Units  Estimated Accuracy
 BJ0521;SPC LA S     -   220,870.    1,015,490.      MT  (+/- 180 meters Scaled)
 BJ0521
 BJ0521                          SUPERSEDED SURVEY CONTROL
 BJ0521
 BJ0521  NAVD 88 (02/14/94)   18.209  (m)           59.74   (f) UNKNOWN     2 1
 BJ0521  NGVD 29 (??/??/??)   18.227  (m)           59.80   (f) ADJUSTED    2 1
 BJ0521
 BJ0521.Superseded values are not recommended for survey control.
 BJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0521.See file dsdata.txt to determine how the superseded data were derived.
 BJ0521
 BJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP754747(NAD 83)
 BJ0521_MARKER: Z = SEE DESCRIPTION
 BJ0521_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BJ0521_SP_SET: DEEP WELL CASING
 BJ0521_MARK LOGO: NONE  
 BJ0521_MAGNETIC: P = MARKER IS A STEEL PIPE
 BJ0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ0521+STABILITY: POSITION/ELEVATION WELL
 BJ0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0521+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1993
 BJ0521
 BJ0521  HISTORY     - Date     Condition        Report By
 BJ0521  HISTORY     - UNK      MONUMENTED       USGS
 BJ0521  HISTORY     - 1976     GOOD             NGS
 BJ0521  HISTORY     - 1985     GOOD             LADTD
 BJ0521  HISTORY     - 1986     GOOD             NGS
 BJ0521  HISTORY     - 1986     GOOD             NGS
 BJ0521  HISTORY     - 1987     GOOD             LADTD
 BJ0521  HISTORY     - 1987     GOOD             LA-033
 BJ0521  HISTORY     - 19931115 GOOD             LADTD
 BJ0521
 BJ0521                          STATION DESCRIPTION
 BJ0521
 BJ0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0521'IN BATON ROUGE.
 BJ0521'0.2 MILE WEST ALONG GULF STATES UTILITIES ROAD FROM THE JUNCTION OF
 BJ0521'SCENIC HIGHWAY, AT THE SOUTHEAST CORNER OF THE JUNCTION OF AVENUE E,
 BJ0521'71 FT SOUTH OF THE CENTER LINE OF THE ROAD, 39 FT SOUTH OF THE NORTH
 BJ0521'BOUNDARY FENCE OF THE EXXON REFINERY, INSIDE OF THE WEST ONE OF THREE
 BJ0521'US GEOLOGICAL SURVEY RECORDER BUILDINGS, A HORIZONTAL LINE CUT ON
 BJ0521'THE SOUTH FACE OF AND ON THE EAST EDGE OF A 2-INCH PIPE TEE WHICH IS
 BJ0521'SCREWED TO THE TOP OF A 2-INCH PIPE ENCASED IN A 4-INCH PIPE.
 BJ0521'THE WELL CASING IS 2997 FT. DEEP.
 BJ0521
 BJ0521                          STATION RECOVERY (1985)
 BJ0521
 BJ0521'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ0521'RECOVERED IN GOOD CONDITION.
 BJ0521
 BJ0521                          STATION RECOVERY (1986)
 BJ0521
 BJ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0521'RECOVERED IN GOOD CONDITION.
 BJ0521
 BJ0521                          STATION RECOVERY (1986)
 BJ0521
 BJ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0521'RECOVERED IN GOOD CONDITION.
 BJ0521
 BJ0521                          STATION RECOVERY (1987)
 BJ0521
 BJ0521'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ0521'RECOVERED IN GOOD CONDITION.
 BJ0521
 BJ0521                          STATION RECOVERY (1987)
 BJ0521
 BJ0521'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0521'RECOVERED IN GOOD CONDITION EXCEPT YOU HAVE TO OBTAIN PERMISSION AT
 BJ0521'THE MAIN GATE ENTRANCE TO DRIVE TO THIS BENCH MARK AT THE EXXON
 BJ0521'REFINERY PLANT.
 BJ0521
 BJ0521                          STATION RECOVERY (1993)
 BJ0521
 BJ0521'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (SLC)
 BJ0521'THE STATION IS LOCATED IN BATON ROUGE INSIDE THE EXXON REFINERY.
 BJ0521'PERMISSION FOR ENTRANCE INTO THE REFINERY MUST BE OBTAINED AT THE MAIN
 BJ0521'GATE ON SCENIC HIGHWAY.  OWNERSHIP--THE EXXON REFINERY.  TO REACH THE
 BJ0521'STATION FROM THE JUNCTION OF SCENIC HIGHWAY AND THE GULF STATES
 BJ0521'UTILITIES ROAD GO WEST FOR 0.2 MI (0.3 KM) ON GULF STATES UTILITIES
 BJ0521'ROAD TO THE STATION ON THE LEFT SET INSIDE THE WEST ONE OF THREE US
 BJ0521'GEOLIGICAL SURVEY RECORDER BUILDINGS INSIDE THE REFINERY. THE STATION
 BJ0521'IS A HORIZONTAL LINE CUT ON THE SOUTH FACE OF AND ON THE EAST SIDE OF
 BJ0521'A 2 INCH PIPE TEE SCREWED TO THE TOP OF A 2 INCH PIPE ENCASED IN A 4
 BJ0521'INCH PIPE, 71.0 FT (21.6 M) SOUTH FROM THE CENTER OF THE ROAD AND 39.0
 BJ0521'FT (11.9 M) SOUTH OF THE NORTH BOUNDRY FENCE OF THE REFINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0523 ***********************************************************************
 BJ0523  DESIGNATION -  EB 945
 BJ0523  PID         -  BJ0523
 BJ0523  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0523  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0523
 BJ0523                         *CURRENT SURVEY CONTROL
 BJ0523  ___________________________________________________________________
 BJ0523* NAD 83(1986)-  30 29 33.     (N)    091 10 19.     (W)     SCALED    
 BJ0523* NAVD 88     -        18.389  (meters)      60.33   (feet)  ADJUSTED  
 BJ0523  ___________________________________________________________________
 BJ0523  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0523  DYNAMIC HT  -          18.365 (meters)      60.25  (feet)  COMP
 BJ0523  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ0523
 BJ0523  VERT ORDER  -  SECOND    CLASS I
 BJ0523
 BJ0523.The horizontal coordinates were scaled from a topographic map and have
 BJ0523.an estimated accuracy of +/- 6 seconds.
 BJ0523
 BJ0523.The orthometric height was determined by differential leveling
 BJ0523.and adjusted by the National Geodetic Survey in February 1994..
 BJ0523
 BJ0523.The geoid height was determined by GEOID03.
 BJ0523
 BJ0523.The dynamic height is computed by dividing the NAVD 88
 BJ0523.geopotential number by the normal gravity value computed on the
 BJ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0523.degrees latitude (g = 980.6199 gals.).
 BJ0523
 BJ0523.The modeled gravity was interpolated from observed gravity values.
 BJ0523
 BJ0523;                    North         East    Units  Estimated Accuracy
 BJ0523;SPC LA S     -   220,870.    1,015,490.      MT  (+/- 180 meters Scaled)
 BJ0523
 BJ0523                          SUPERSEDED SURVEY CONTROL
 BJ0523
 BJ0523  NGVD 29 (??/??/??)   18.422  (m)           60.44   (f) ADJUSTED    2 1
 BJ0523
 BJ0523.Superseded values are not recommended for survey control.
 BJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0523.See file dsdata.txt to determine how the superseded data were derived.
 BJ0523
 BJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP754747(NAD 83)
 BJ0523_MARKER: Z = SEE DESCRIPTION
 BJ0523_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BJ0523_SP_SET: DEEP WELL CASING
 BJ0523_MARK LOGO: NONE  
 BJ0523_MAGNETIC: P = MARKER IS A STEEL PIPE
 BJ0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ0523+STABILITY: POSITION/ELEVATION WELL
 BJ0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0523+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1993
 BJ0523
 BJ0523  HISTORY     - Date     Condition        Report By
 BJ0523  HISTORY     - UNK      MONUMENTED       USGS
 BJ0523  HISTORY     - 1976     GOOD             NGS
 BJ0523  HISTORY     - 1985     GOOD             LADTD
 BJ0523  HISTORY     - 1986     GOOD             NGS
 BJ0523  HISTORY     - 1986     GOOD             NGS
 BJ0523  HISTORY     - 1987     GOOD             LADTD
 BJ0523  HISTORY     - 1987     GOOD             LA-033
 BJ0523  HISTORY     - 19931115 GOOD             LADTD
 BJ0523
 BJ0523                          STATION DESCRIPTION
 BJ0523
 BJ0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0523'IN BATON ROUGE.
 BJ0523'0.2 MILE WEST ALONG GULF STATES UTILITIES ROAD FROM THE JUNCTION OF
 BJ0523'SCENIC HIGHWAY, AT THE SOUTHEAST CORNER OF THE JUNCTION OF AVENUE E,
 BJ0523'71 FT SOUTH OF THE CENTER LINE OF THE ROAD, 39 FT SOUTH OF THE NORTH
 BJ0523'BOUNDARY FENCE OF THE EXXON REFINERY, INSIDE OF THE CENTER ONE OF
 BJ0523'THREE US GEOLOGICAL SURVEY RECORDER BUILDINGS, A HORIZONTAL LINE CUT
 BJ0523'ON THE SOUTH FACE OF AND ON THE EAST EDGE OF A 2-INCH PIPE TEE WHICH
 BJ0523'THE WELL CASING IS 833 FT. DEEP.  IS SCREWED TO THE TOP OF
 BJ0523'A 2-INCH PIPE ENCASED IN A 4-INCH PIPE.
 BJ0523
 BJ0523                          STATION RECOVERY (1985)
 BJ0523
 BJ0523'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ0523'RECOVERED IN GOOD CONDITION.
 BJ0523
 BJ0523                          STATION RECOVERY (1986)
 BJ0523
 BJ0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0523'RECOVERED IN GOOD CONDITION.
 BJ0523
 BJ0523                          STATION RECOVERY (1986)
 BJ0523
 BJ0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0523'RECOVERED IN GOOD CONDITION.
 BJ0523
 BJ0523                          STATION RECOVERY (1987)
 BJ0523
 BJ0523'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ0523'RECOVERED IN GOOD CONDITION.
 BJ0523
 BJ0523                          STATION RECOVERY (1987)
 BJ0523
 BJ0523'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0523'RECOVERED IN GOOD CONDITION.
 BJ0523
 BJ0523                          STATION RECOVERY (1993)
 BJ0523
 BJ0523'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (SLC)
 BJ0523'THE STATION IS LOCATED IN BATON ROUGE INSIDE THE EXXON REFINERY.
 BJ0523'PERMISSION FOR ENTRANCE INTO THE REFINERY MUST BE OBTAINED AT THE MAIN
 BJ0523'GATE ON SCENIC HIGHWAY.  OWNERSHIP--THE EXXON REFINERY.  TO REACH THE
 BJ0523'STATION FROM THE JUNCTION OF SCENIC HIGHWAY AND THE GULF STATES
 BJ0523'UTILITIES ROAD GO WEST FOR 0.2 MI (0.3 KM) ON GULF STATES UTILITIES
 BJ0523'ROAD TO THE STATION ON THE LEFT SET INSIDE THE CENTER ONE OF THREE US
 BJ0523'GEOLIGICAL SURVEY RECORDER BUILDINGS INSIDE THE REFINERY.  THE STATION
 BJ0523'IS A HORIZONTAL LINE CUT ON THE SOUTH FACE OF AND ON THE EAST SIDE OF
 BJ0523'A 2 INCH PIPE TEE SCREWED TO THE TOP OF A 2 INCH PIPE ENCASED IN A 4
 BJ0523'INCH PIPE, 71.0 FT (21.6 M) SOUTH FROM THE CENTER OF THE ROAD AND 39.0
 BJ0523'FT (11.9 M) SOUTH OF THE NORTH BOUNDRY FENCE OF THE REFINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0522 ***********************************************************************
 BJ0522  DESIGNATION -  EB 946
 BJ0522  PID         -  BJ0522
 BJ0522  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0522  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0522
 BJ0522                         *CURRENT SURVEY CONTROL
 BJ0522  ___________________________________________________________________
 BJ0522* NAD 83(1986)-  30 29 33.     (N)    091 10 19.     (W)     SCALED    
 BJ0522* NAVD 88     -        18.320  (meters)      60.10   (feet)  ADJUSTED  
 BJ0522  ___________________________________________________________________
 BJ0522  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0522  DYNAMIC HT  -          18.296 (meters)      60.03  (feet)  COMP
 BJ0522  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ0522
 BJ0522  VERT ORDER  -  SECOND    CLASS I
 BJ0522
 BJ0522.The horizontal coordinates were scaled from a topographic map and have
 BJ0522.an estimated accuracy of +/- 6 seconds.
 BJ0522
 BJ0522.The orthometric height was determined by differential leveling
 BJ0522.and adjusted by the National Geodetic Survey in February 1994..
 BJ0522
 BJ0522.The geoid height was determined by GEOID03.
 BJ0522
 BJ0522.The dynamic height is computed by dividing the NAVD 88
 BJ0522.geopotential number by the normal gravity value computed on the
 BJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0522.degrees latitude (g = 980.6199 gals.).
 BJ0522
 BJ0522.The modeled gravity was interpolated from observed gravity values.
 BJ0522
 BJ0522;                    North         East    Units  Estimated Accuracy
 BJ0522;SPC LA S     -   220,870.    1,015,490.      MT  (+/- 180 meters Scaled)
 BJ0522
 BJ0522                          SUPERSEDED SURVEY CONTROL
 BJ0522
 BJ0522  NGVD 29 (??/??/??)   18.348  (m)           60.20   (f) ADJUSTED    2 1
 BJ0522
 BJ0522.Superseded values are not recommended for survey control.
 BJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0522.See file dsdata.txt to determine how the superseded data were derived.
 BJ0522
 BJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP754747(NAD 83)
 BJ0522_MARKER: Z = SEE DESCRIPTION
 BJ0522_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BJ0522_SP_SET: DEEP WELL CASING
 BJ0522_MARK LOGO: NONE  
 BJ0522_MAGNETIC: P = MARKER IS A STEEL PIPE
 BJ0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ0522+STABILITY: POSITION/ELEVATION WELL
 BJ0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0522+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1993
 BJ0522
 BJ0522  HISTORY     - Date     Condition        Report By
 BJ0522  HISTORY     - UNK      MONUMENTED       USGS
 BJ0522  HISTORY     - 1976     GOOD             NGS
 BJ0522  HISTORY     - 1985     GOOD             LADTD
 BJ0522  HISTORY     - 1986     GOOD             NGS
 BJ0522  HISTORY     - 1986     GOOD             NGS
 BJ0522  HISTORY     - 1987     GOOD             LADTD
 BJ0522  HISTORY     - 1987     GOOD             LA-033
 BJ0522  HISTORY     - 19931115 GOOD             LADTD
 BJ0522
 BJ0522                          STATION DESCRIPTION
 BJ0522
 BJ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0522'IN BATON ROUGE.
 BJ0522'0.2 MILE WEST ALONG GULF STATES UTILITIES ROAD FROM THE JUNCTION OF
 BJ0522'SCENIC HIGHWAY, AT THE SOUTHEAST CORNER OF THE JUNCTION OF AVENUE E,
 BJ0522'71 FT SOUTH OF THE CENTER LINE OF THE ROAD, 38 FT SOUTH OF THE NORTH
 BJ0522'BOUNDARY FENCE OF THE EXXON REFINERY, INSIDE OF THE EAST ONE OF THREE
 BJ0522'US GEOLOGICAL SURVEY RECORDER BUILDINGS, A HORIZONAL LINE CUT ON THE
 BJ0522'SOUTH FACE OF AND ON THE EAST EDGE OF A 2 INCH PIPE TEE WHICH IS
 BJ0522'THE WELL CASING IS 1700 FT. DEEP.  SCREWED TO THE TOP OF A 2-INCH
 BJ0522'PIPE ENCASED IN A 4-INCH PIPE.
 BJ0522
 BJ0522                          STATION RECOVERY (1985)
 BJ0522
 BJ0522'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ0522'RECOVERED IN GOOD CONDITION.
 BJ0522
 BJ0522                          STATION RECOVERY (1986)
 BJ0522
 BJ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0522'RECOVERED IN GOOD CONDITION.
 BJ0522
 BJ0522                          STATION RECOVERY (1986)
 BJ0522
 BJ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0522'RECOVERED IN GOOD CONDITION.
 BJ0522
 BJ0522                          STATION RECOVERY (1987)
 BJ0522
 BJ0522'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ0522'RECOVERED IN GOOD CONDITION.
 BJ0522
 BJ0522                          STATION RECOVERY (1987)
 BJ0522
 BJ0522'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0522'RECOVERED IN GOOD CONDITION.
 BJ0522
 BJ0522                          STATION RECOVERY (1993)
 BJ0522
 BJ0522'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (SLC)
 BJ0522'THE STATION IS LOCATED IN BATON ROUGE INSIDE THE EXXON REFINERY.
 BJ0522'PERMISSION FOR ENTRANCE INTO THE REFINERY MUST BE OBTAINED AT THE MAIN
 BJ0522'GATE ON SCENIC HIGHWAY.  OWNERSHIP--THE EXXON REFINERY.  TO REACH THE
 BJ0522'STATION FROM THE JUNCTION OF SCENIC HIGHWAY AND THE GULF STATES
 BJ0522'UTILITIES ROAD GO WEST FOR 0.2 MI (0.3 KM) ON GULF STATES UTILITIES
 BJ0522'ROAD TO THE STATION ON THE LEFT SET INSIDE THE EAST ONE OF THREE US
 BJ0522'GEOLIGICAL SURVEY RECORDER BUILDINGS INSIDE THE REFINERY. THE STATION
 BJ0522'IS A HORIZONTAL LINE CUT ON THE SOUTH FACE OF AND ON THE EAST SIDE OF
 BJ0522'A 2 INCH PIPE TEE SCREWED TO THE TOP OF A 2 INCH PIPE ENCASED IN A 4
 BJ0522'INCH PIPE, 71.0 FT (21.6 M) SOUTH FROM THE CENTER OF THE ROAD AND 38.0
 BJ0522'FT (11.6 M) SOUTH OF THE NORTH BOUNDRY FENCE OF THE REFINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3100 ***********************************************************************
 CQ3100  DESIGNATION -  EBENEZER
 CQ3100  PID         -  CQ3100
 CQ3100  STATE/COUNTY-  LA/BIENVILLE
 CQ3100  USGS QUAD   -  ROY (1986)
 CQ3100
 CQ3100                         *CURRENT SURVEY CONTROL
 CQ3100  ___________________________________________________________________
 CQ3100* NAD 83(1992)-  32 11 32.17042(N)    093 09 11.62627(W)     ADJUSTED  
 CQ3100* NAVD 88     -        88.3    (meters)     290.     (feet)  VERTCON   
 CQ3100  ___________________________________________________________________
 CQ3100  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CQ3100  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ3100
 CQ3100  HORZ ORDER  -  FIRST
 CQ3100
 CQ3100.The horizontal coordinates were established by classical geodetic methods
 CQ3100.and adjusted by the National Geodetic Survey in January 1993..
 CQ3100
 CQ3100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3100
 CQ3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3100
 CQ3100.The geoid height was determined by GEOID03.
 CQ3100
 CQ3100;                    North         East     Units Scale Factor Converg.
 CQ3100;SPC LA N     -   187,816.831   938,408.366   MT  0.99992618   -0 20 43.3
 CQ3100;SPC LA N     -   616,195.72  3,078,761.45   sFT  0.99992618   -0 20 43.3
 CQ3100;UTM  15      - 3,561,757.936   485,556.930   MT  0.99960257   -0 04 53.9
 CQ3100
 CQ3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3100!SPC LA N     -   0.99999018  x   0.99992618  =   0.99991636
 CQ3100!UTM  15      -   0.99999018  x   0.99960257  =   0.99959275
 CQ3100
 CQ3100:                Primary Azimuth Mark                     Grid Az
 CQ3100:SPC LA N     -  EBENEZER AZ MK                           116 38 39.5
 CQ3100:UTM  15      -  EBENEZER AZ MK                           116 22 50.1
 CQ3100
 CQ3100|---------------------------------------------------------------------|
 CQ3100| PID    Reference Object                     Distance      Geod. Az  |
 CQ3100|                                                           dddmmss.s |
 CQ3100| CX5764 EBENEZER AZ MK                                     1161756.2 |
 CQ3100| CQ3099 EBENEZER RM A                        28.061 METERS 11802     |
 CQ3100| CX5766 EBENEZER RM 2                        22.360 METERS 21122     |
 CQ3100| CX5765 EBENEZER RM 1                        26.038 METERS 33050     |
 CQ3100|---------------------------------------------------------------------|
 CQ3100
 CQ3100                          SUPERSEDED SURVEY CONTROL
 CQ3100
 CQ3100  NAD 83(1986)-  32 11 32.18440(N)    093 09 11.61828(W) AD(       ) 1
 CQ3100  NAD 27      -  32 11 31.61493(N)    093 09 11.03297(W) AD(       ) 1
 CQ3100  NGVD 29 (07/19/86)   88.4    (m)          290.     (f) VERT ANG       
 CQ3100
 CQ3100.Superseded values are not recommended for survey control.
 CQ3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3100.See file dsdata.txt to determine how the superseded data were derived.
 CQ3100
 CQ3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8555761758(NAD 83)
 CQ3100_MARKER: DS = TRIANGULATION STATION DISK
 CQ3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3100_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3100
 CQ3100  HISTORY     - Date     Condition        Report By
 CQ3100  HISTORY     - 1965     MONUMENTED       CGS
 CQ3100
 CQ3100                          STATION DESCRIPTION
 CQ3100
 CQ3100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BW)
 CQ3100'STATION IS LOCATED AT THE EAST EDGE OF THE EBENEZER CEMETERY
 CQ3100'WHICH IS ABOUT 5 MILES NORTHWEST OF ASHLAND AND ABOUT 4 MILES
 CQ3100'SOUTH-SOUTHEAST OF CASTOR.  IT IS IN THE SE 1/4 OF SEC. 14, T
 CQ3100'14N. R 8W.
 CQ3100'
 CQ3100'TO REACH FROM THE RAILROAD DEPOT IN THE VILLAGE OF CASTOR, GO
 CQ3100'SOUTH ON STATE HIGHWAY NO. 153 FOR 4.35 MILES TO THE EBENEZER
 CQ3100'CHURCH ON RIGHT AND THE CEMETERY ON THE LEFT.  CONTINUE ON
 CQ3100'STATE HIGHWAY NO. 153 FOR 0.1 MILE TO A ROAD LEFT AT THE EAST
 CQ3100'EDGE OF THE CEMETERY.  (CONTINUE EAST ON STATE HIGHWAY NO. 153
 CQ3100'FOR 0.5 MILE TO AZIMUTH MARK ON THE LEFT (NORTH) SIDE OF THE
 CQ3100'ROAD AS DESCRIBED).  TURN LEFT AT THE EAST EDGE OF THE CEMETERY
 CQ3100'AND GO NORTHERLY ON SIDE ROAD FOR 0.5 MILE TO THE TOP OF THE
 CQ3100'GRADE AND THE STATION ON THE RIGHT (EAST) SIDE OF ROAD AS
 CQ3100'DESCRIBED.
 CQ3100'
 CQ3100'STATION, A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 CQ3100'MONUMENT AND STAMPED EBENEZER 1965 IS 19.2 FEET EAST-SOUTHEAST
 CQ3100'OF A 14 INCH TREE WITH A TRIANGLE BLAZE, 40.8 FEET EAST OF THE
 CQ3100'FENCE THAT SURROUNDS THE CEMETERY, 30.8 FEET EAST OF THE
 CQ3100'APPROXIMATE CENTERLINE OF THE ROAD AND 4.8 FEET SOUTH OF A
 CQ3100'STEEL WITNESS POST WITH A METAL SIGN.  THE MARK PROJECTS ABOUT
 CQ3100'1 INCH.
 CQ3100'
 CQ3100'REFERENCE MARK NO. 1, A STANDARD DISK, SET IN THE TOP OF A
 CQ3100'ROUND CONCRETE MONUMENT AND STAMPED EBENEZER 1965 NO 1 IS 11.3
 CQ3100'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 2 FEET
 CQ3100'EAST OF THE FENCELINE.  THE MARK PROJECTS 6 INCHES.
 CQ3100'
 CQ3100'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF A
 CQ3100'CONCRETE CYLINDER AND STAMPED EBENEZER NO 2 1965 IS 22.6 FEET
 CQ3100'NORTH OF THE CENTER OF THE GATE, 11.9 FEET WEST OF THE
 CQ3100'APPROXIMATE CENTERLINE OF THE DRIVEWAY AND 1.2 FEET EAST OF
 CQ3100'THE FENCELINE.  THE MARK PROJECTS 6 INCHES.
 CQ3100'
 CQ3100'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A ROUND
 CQ3100'CONCRETE MONUMENT AND STAMPED EBENEZER 1965 IS 14.7 FEET
 CQ3100'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE
 CQ3100'HIGHWAY NO. 153, 3.7 FEET SOUTH-SOUTHWEST OF THE FENCELINE
 CQ3100'AND 2.4 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  THE
 CQ3100'MARK PROJECTS 3 INCHES.
 CQ3100'
 CQ3100'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 26.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3099 ***********************************************************************
 CQ3099  DESIGNATION -  EBENEZER RM A
 CQ3099  PID         -  CQ3099
 CQ3099  STATE/COUNTY-  LA/BIENVILLE
 CQ3099  USGS QUAD   -  ROY (1986)
 CQ3099
 CQ3099                         *CURRENT SURVEY CONTROL
 CQ3099  ___________________________________________________________________
 CQ3099* NAD 83(1992)-  32 11 31.74218(N)    093 09 10.68070(W)     ADJUSTED  
 CQ3099* NAVD 88     -        87.7    (meters)     288.     (feet)  VERTCON   
 CQ3099  ___________________________________________________________________
 CQ3099  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CQ3099  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ3099
 CQ3099  HORZ ORDER  -  FIRST
 CQ3099
 CQ3099.The horizontal coordinates were established by classical geodetic methods
 CQ3099.and adjusted by the National Geodetic Survey in January 1993..
 CQ3099
 CQ3099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3099
 CQ3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3099
 CQ3099.The geoid height was determined by GEOID03.
 CQ3099
 CQ3099;                    North         East     Units Scale Factor Converg.
 CQ3099;SPC LA N     -   187,803.492   938,433.052   MT  0.99992617   -0 20 42.8
 CQ3099;SPC LA N     -   616,151.96  3,078,842.44   sFT  0.99992617   -0 20 42.8
 CQ3099;UTM  15      - 3,561,744.715   485,581.669   MT  0.99960256   -0 04 53.4
 CQ3099
 CQ3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3099!SPC LA N     -   0.99999027  x   0.99992617  =   0.99991644
 CQ3099!UTM  15      -   0.99999027  x   0.99960256  =   0.99959284
 CQ3099
 CQ3099:                Primary Azimuth Mark                     Grid Az
 CQ3099:SPC LA N     -  ADAMS                                    190 23 37.8
 CQ3099:UTM  15      -  ADAMS                                    190 07 48.4
 CQ3099
 CQ3099|---------------------------------------------------------------------|
 CQ3099| PID    Reference Object                     Distance      Geod. Az  |
 CQ3099|                                                           dddmmss.s |
 CQ3099| CQ3095 ADAMS                               APPROX.11.1 KM 1900255.0 |
 CQ3099| CQ3100 EBENEZER                             28.061 METERS 29802     |
 CQ3099|---------------------------------------------------------------------|
 CQ3099
 CQ3099                          SUPERSEDED SURVEY CONTROL
 CQ3099
 CQ3099  NAD 83(1986)-  32 11 31.75610(N)    093 09 10.67258(W) AD(       ) 1
 CQ3099  NAD 27      -  32 11 31.18668(N)    093 09 10.08744(W) AD(       ) 1
 CQ3099  NGVD 29 (07/19/86)   87.8    (m)          288.     (f) VERT ANG       
 CQ3099
 CQ3099.Superseded values are not recommended for survey control.
 CQ3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3099.See file dsdata.txt to determine how the superseded data were derived.
 CQ3099
 CQ3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8558261745(NAD 83)
 CQ3099_MARKER: DS = TRIANGULATION STATION DISK
 CQ3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3099+STABILITY: SURFACE MOTION
 CQ3099
 CQ3099  HISTORY     - Date     Condition        Report By
 CQ3099  HISTORY     - 1965     MONUMENTED       CGS
 CQ3099  HISTORY     - 1971     GOOD             NGS
 CQ3099
 CQ3099                          STATION DESCRIPTION
 CQ3099
 CQ3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3099'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 CQ3099'TRIANGULATION STATION EBENEZER.
 CQ3099'
 CQ3099'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP OF
 CQ3099'A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND IS
 CQ3099'STAMPED EBENEZER RM A 1965.  IT IS 32 FEET SOUTHWEST OF A 24 INCH
 CQ3099'PINE TREE, 18.3 FEET NORTHEAST OF AN 18 INCH PINE TREE WITH
 CQ3099'WITNESS SIGN ATTACHED AND ABOUT 10 FEET SOUTH OF CENTER OF A DIM
 CQ3099'TRACK ROAD.
 CQ3099'
 CQ3099'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EBENEZER.
 CQ3099'
 CQ3099'1965 OBSERVATIONS TAKEN FROM A 77 FOOT TOWER.
 CQ3099
 CQ3099                          STATION RECOVERY (1971)
 CQ3099
 CQ3099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ3099'STATION WAS RECOVERED AND USED TO COMPLETE A GEODIMETER AND
 CQ3099'AZIMUTH TIE TO STATION ALBERTA 1941.  A VISUAL CHECK OF THE
 CQ3099'MARKS AND STATION SITE.  ALL MARKS SEEM TO BE IN GOOD CONDITION.
 CQ3099'
 CQ3099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3099'4 MILES SOUTH-SOUTHEAST OF CASTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0992 ***********************************************************************
 AT0992  DESIGNATION -  EDDIE
 AT0992  PID         -  AT0992
 AT0992  STATE/COUNTY-  LA/ST BERNARD
 AT0992  USGS QUAD   -  LAKE ELOI (1994)
 AT0992
 AT0992                         *CURRENT SURVEY CONTROL
 AT0992  ___________________________________________________________________
 AT0992* NAD 83(1992)-  29 49 29.31477(N)    089 25 54.77686(W)     ADJUSTED  
 AT0992* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0992  ___________________________________________________________________
 AT0992  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AT0992  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AT0992
 AT0992  HORZ ORDER  -  THIRD
 AT0992
 AT0992.The horizontal coordinates were established by classical geodetic methods
 AT0992.and adjusted by the National Geodetic Survey in May 1994..
 AT0992
 AT0992.The orthometric height was scaled from a topographic map.
 AT0992
 AT0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0992
 AT0992.The geoid height was determined by GEOID03.
 AT0992
 AT0992;                    North         East     Units Scale Factor Converg.
 AT0992;SPC LA S     -   148,372.504 1,183,764.092   MT  0.99993044   +0 57 02.7
 AT0992;SPC LA S     -   486,785.46  3,883,732.69   sFT  0.99993044   +0 57 02.7
 AT0992;UTM  16      - 3,301,854.393   265,003.773   MT  1.00028140   -1 12 36.2
 AT0992
 AT0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0992!SPC LA S     -   1.00000404  x   0.99993044  =   0.99993448
 AT0992!UTM  16      -   1.00000404  x   1.00028140  =   1.00028544
 AT0992
 AT0992                          SUPERSEDED SURVEY CONTROL
 AT0992
 AT0992  NAD 83(1992)-  29 49 29.31768(N)    089 25 54.77681(W) AD(       ) 3
 AT0992  NAD 83(1986)-  29 49 29.32330(N)    089 25 54.77701(W) AD(       ) 3
 AT0992  NAD 27      -  29 49 28.58900(N)    089 25 54.58900(W) AD(       ) 3
 AT0992
 AT0992.Superseded values are not recommended for survey control.
 AT0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0992.See file dsdata.txt to determine how the superseded data were derived.
 AT0992
 AT0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6500401854(NAD 83)
 AT0992_MARKER: DS = TRIANGULATION STATION DISK
 AT0992_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT0992_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AT0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0992
 AT0992  HISTORY     - Date     Condition        Report By
 AT0992  HISTORY     - 1934     MONUMENTED       CGS
 AT0992  HISTORY     - 1952     GOOD             CGS
 AT0992  HISTORY     - 1965     GOOD             CGS
 AT0992  HISTORY     - 1975     GOOD             AMOCO
 AT0992
 AT0992                          STATION DESCRIPTION
 AT0992
 AT0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0992'STATION LOCATED ON BAYOU LA LOUTRE AT THE INTERSECTION OF BAYOU
 AT0992'PETRE, 30 METERS
 AT0992'FROM BAYOU LA LOUTRE, 29 METERS FROM THE JUNCTION OF
 AT0992'THE BAYOUS, AND 31 METERS SSE FROM
 AT0992'A SMALL TREE.
 AT0992'
 AT0992'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0992'OF THE TOP OF A
 AT0992'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0992'UPPER END OF A LONG WOODEN PILE
 AT0992'DRIVEN INTO HARD MARSH.
 AT0992'
 AT0992'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF
 AT0992'CONCRETE CAST
 AT0992'AROUND CYPRESS PILINGS SUNK IN HARD MARSH.
 AT0992'
 AT0992'REFERENCE MARK NO.1 IS 10.921 METERS N OF THE STATION.
 AT0992'
 AT0992'REFERENCE MARK NO.2 IS 10.842 METERS W OF THE STATION.
 AT0992'
 AT0992'DISTANCE FROM REFERENCE MARK NO.1 TO REFERENCE MARK NO.2 IS 19.014
 AT0992'METERS.
 AT0992'
 AT0992'REACHED VIA BAYOU LA LOUTRE TO THE JUNCTION OF BAYOU PETRE AND THE
 AT0992'STATION.  WATER IS
 AT0992'GOOD FOR A DRAFT OF 4 FEET, UNDER ORDINARY
 AT0992'CONDITIONS.
 AT0992'
 AT0992'ANGLE AT STATION, R.M.NO.2 TO R.M.NO.1, 126 DEG 31 MIN.
 AT0992'
 AT0992'ANGLE AT R.M.NO.1, STATION TO R.M.NO.2, 26 DEG 47 MIN.
 AT0992'
 AT0992'ANGLE AT R.M.NO.2, R.M.NO.1 TO STATION, 26 DEG 42 MIN.
 AT0992
 AT0992                          STATION RECOVERY (1952)
 AT0992
 AT0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0992'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 AT0992'DESCRIPTION
 AT0992'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 AT0992'
 AT0992'APPARENT SHORELINE IS NOW 83 FEET FROM STATION
 AT0992'N 76 DEG W SMALL
 AT0992'TREE HAS DISAPPEARED.
 AT0992'
 AT0992'THE BEARING OF R.M. 2 FROM SUN OBSERVATIONS WAS N 59 DEG 05 MIN W.
 AT0992'AND R.M.  1 WAS
 AT0992'N 67 DEG E 12 MIN E.
 AT0992
 AT0992                          STATION RECOVERY (1965)
 AT0992
 AT0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0992'THE STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 AT0992'PREVIOUS
 AT0992'DESCRIPTION ADEQUATE.  A METAL WITNESS POST WAS SET AT THE
 AT0992'STATION MARK.
 AT0992
 AT0992                          STATION RECOVERY (1975)
 AT0992
 AT0992'RECOVERY NOTE BY AMOCO OIL COMPANY 1975 (FLD)
 AT0992'MON RECOVERED IN EXCELLENT CONDITION - BURIED 4 INCHES.  SIGN POST
 AT0992'RUSTED OUT BUT WAS REPLANTED.  RMS WERE NOT SEARCHED FOR BUT NO
 AT0992'DOUBT IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4378 ***********************************************************************
 BJ4378  DESIGNATION -  EDGARD
 BJ4378  PID         -  BJ4378
 BJ4378  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4378  USGS QUAD   -  RESERVE (1994)
 BJ4378
 BJ4378                         *CURRENT SURVEY CONTROL
 BJ4378  ___________________________________________________________________
 BJ4378* NAD 83(1992)-  30 01 15.78280(N)    090 33 31.93168(W)     ADJUSTED  
 BJ4378* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 BJ4378  **This station is located in a subsidence area (see below).
 BJ4378  ___________________________________________________________________
 BJ4378  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ4378  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4378
 BJ4378  HORZ ORDER  -  FIRST
 BJ4378
 BJ4378.The horizontal coordinates were established by classical geodetic methods
 BJ4378.and adjusted by the National Geodetic Survey in January 1993..
 BJ4378
 BJ4378 ** The orthometric height has not been validated since last determined
 BJ4378 ** by differential leveling and should not be used for control purposes.
 BJ4378 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4378 ** area with valid NAVD 88 orthometric heights.
 BJ4378 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4378 ** epoch indicated which incorporates improved geoid heights for the
 BJ4378 ** Southern Louisiana Subsidence area.
 BJ4378 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4378.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4378
 BJ4378.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4378
 BJ4378.The geoid height was determined by GEOID03.
 BJ4378
 BJ4378;                    North         East     Units Scale Factor Converg.
 BJ4378;SPC LA S     -   168,852.220 1,074,703.207   MT  0.99992581   +0 23 14.1
 BJ4378;SPC LA S     -   553,975.99  3,525,922.10   sFT  0.99992581   +0 23 14.1
 BJ4378;UTM  15      - 3,323,628.149   735,427.470   MT  1.00028388   +1 13 18.9
 BJ4378
 BJ4378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4378!SPC LA S     -   1.00000379  x   0.99992581  =   0.99992960
 BJ4378!UTM  15      -   1.00000379  x   1.00028388  =   1.00028767
 BJ4378
 BJ4378:                Primary Azimuth Mark                     Grid Az
 BJ4378:SPC LA S     -  EDGARD 1930 RM 5                         003 26 45.6
 BJ4378:UTM  15      -  EDGARD 1930 RM 5                         002 36 40.8
 BJ4378
 BJ4378|---------------------------------------------------------------------|
 BJ4378| PID    Reference Object                     Distance      Geod. Az  |
 BJ4378|                                                           dddmmss.s |
 BJ4378| BJ4395 EDGARD 1930 RM 5                    APPROX. 0.6 KM 0034959.7 |
 BJ4378| CW1318 EDGARD RM 2                          38.316 METERS 01124     |
 BJ4378| CW1317 EDGARD RM 1                          25.900 METERS 09433     |
 BJ4378| CW1319 EDGARD RM 4                           7.276 METERS 13215     |
 BJ4378| BJ4384 EDGARD MP RR MICROWAVE               57.516 METERS 27952     |
 BJ4378|---------------------------------------------------------------------|
 BJ4378
 BJ4378                          SUPERSEDED SURVEY CONTROL
 BJ4378
 BJ4378  NAD 83(1986)-  30 01 15.79972(N)    090 33 31.93314(W) AD(       ) 1
 BJ4378  NAD 27      -  30 01 15.06947(N)    090 33 31.62052(W) AD(       ) 1
 BJ4378  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 BJ4378
 BJ4378.Superseded values are not recommended for survey control.
 BJ4378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4378.See file dsdata.txt to determine how the superseded data were derived.
 BJ4378
 BJ4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3542723628(NAD 83)
 BJ4378_MARKER: DS = TRIANGULATION STATION DISK
 BJ4378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4378
 BJ4378  HISTORY     - Date     Condition        Report By
 BJ4378  HISTORY     - 1930     MONUMENTED       CGS
 BJ4378  HISTORY     - 1937     GOOD             LAGS
 BJ4378  HISTORY     - 1955     GOOD             CGS
 BJ4378  HISTORY     - 1958     GOOD             HUMBLE
 BJ4378  HISTORY     - 1973     GOOD             NGS
 BJ4378
 BJ4378                          STATION DESCRIPTION
 BJ4378
 BJ4378'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 BJ4378'STATION IS ABOUT 2 MILES S OF EDGARD POST OFFICE ON HIGHWAY
 BJ4378'30, ON OPPOSITE SIDE OF TEXAS AND PACIFIC RAILWAY TRACKS
 BJ4378'FROM EDGARD RAILWAY STATION, 12.8 METERS (42 FEET) NW OF
 BJ4378'CENTER LINE OF DIRT ROAD WHICH IS PROLONGATION OF MAIN GRAVEL
 BJ4378'ROAD FROM CENTER OF TOWN TO RAILWAY STATION, 7.9 METERS
 BJ4378'(26 FEET) NW OF NEAR RAIL OF COLUMBIA PLANTATION RAILROAD,
 BJ4378'28.3 METERS (93 FEET) W OF SW CORNER OF VEGETABLE LOADING
 BJ4378'SHED OF RAILROAD, 28.6 METERS (94 FEET) S OF N RAIL OF MAIN
 BJ4378'TRACK OF TEXAS AND PACIFIC RAILWAY, AND 32.5 METERS (107
 BJ4378'FEET) S OF SE CORNER OF LOADING PLATFORM AT RAILWAY STATION.
 BJ4378'
 BJ4378'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4378'DISKS SET IN CONCRETE.
 BJ4378'
 BJ4378'UPPER MARK IS 15 INCHES BELOW SURFACE.
 BJ4378'
 BJ4378'REFERENCE MARK NO. 1 IS AT E FENCE LINE, 8.6 METERS (28 FEET)
 BJ4378'S OF SW CORNER OF VEGETABLE SHED, 15.1 METERS (50 FEET) S
 BJ4378'OF NEAR RAIL OF TEXAS AND PACIFIC RAILWAY, 12.5 METERS (41
 BJ4378'FEET) E OF CENTER LINE OF DIRT ROAD, AND 25.9 METERS (85
 BJ4378'FEET) FROM STATION S 85 DEG 27 MIN E.
 BJ4378'
 BJ4378'REFERENCE MARK NO. 2 IS AT NE CORNER OF RAILWAY STATION,
 BJ4378'2.0 METERS (7 FEET) W OF W RAIL OF COLUMBIA PLANTATION RAILROAD,
 BJ4378'5.5 METERS (18 FEET) W OF CENTER LINE OF MAIN ROAD, 9.8
 BJ4378'METERS (32 FEET) N OF N RAIL OF TEXAS AND PACIFIC RAILWAY,
 BJ4378'10.2 METERS (33 FEET) NE OF SE CORNER OF DEPOT LOADING PLATFORM,
 BJ4378'AND 38.3 METERS (126 FEET) FROM STATION N 11 DEG 25 MIN E.
 BJ4378'STATION SEMAPHORE OF TEXAS AND PACIFIC RAILWAY IS
 BJ4378'35 METERS (115 FEET) FROM THE STATION N 33 DEG 42 MIN W.
 BJ4378
 BJ4378                          STATION RECOVERY (1937)
 BJ4378
 BJ4378'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BJ4378'THIS STATION AND ALL REFERENCE MONUMENTS RECOVERED AND FOUND
 BJ4378'TO CONFORM WITH THE ORIGINAL DESCRIPTION.
 BJ4378
 BJ4378                          STATION RECOVERY (1955)
 BJ4378
 BJ4378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4378'THE STATION WAS VISITED.  THE STATION MARK AND REFERENCE
 BJ4378'MARK 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 BJ4378'NOT RECOVERED AT THIS DATE.  REFERENCE MARK 3 WAS ESTABLISHED
 BJ4378'AT THIS DATE.  SEVERAL CHANGES HAVE TAKEN PLACE NEAR THE
 BJ4378'STATION.  THE TEXAS AND PACIFIC RAILWAY STATION HAS BEEN
 BJ4378'TORN DOWN AND A SMALLER ONE BUILT IN ITS PLACE, CHANGING
 BJ4378'THE DISTANCE FROM THE SE CORNER OF THE LOADING PLATFORM TO
 BJ4378'THE STATION.  THE SEMAPHORE SIGNAL HAS BEEN REMOVED AND A
 BJ4378'NEW ELECTRIC SIGNAL ERECTED JUST E OF THE OLD SIGNAL.  THE
 BJ4378'OLD PACKING SHED MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 BJ4378'BEEN TORN DOWN, AND THE COLUMBIA PLANTATION RAILROAD TRACKS
 BJ4378'HAVE BEEN REMOVED.  THE STATION IS NOW IN A CULTIVATED
 BJ4378'FIELD.  A NEW DESCRIPTION FOLLOWS--
 BJ4378'
 BJ4378'THE STATION IS LOCATED ABOUT 2 MI. S OF THE CATHOLIC CHURCH
 BJ4378'IN EDGARD, ON PROPERTY OWNED BY THE TEXAS AND PACIFIC RAILWAY
 BJ4378'CO., AT THE EDGARD RAILROAD STATION, 113 FT. S OF THE SE
 BJ4378'CORNER OF THE LOADING PLATFORM OF THE PRESENT STATION, 129
 BJ4378'FT. SE OF THE BLOCK SIGNAL IN FRONT OF THE OFFICE OF THE
 BJ4378'RAILROAD STATION, 88.5 FT. S OF THE S RAIL OF THE MAIN TRACK,
 BJ4378'49.5 FT. S OF THE FIRST POLE W OF THE ROAD CROSSING AND S
 BJ4378'OF THE TRACK, 17.5 FT. E OF THE E END OF A BOARD FENCE AROUND
 BJ4378'THE RAILROAD PROPERTY, 123 FT. E OF THE NE CORNER OF THE
 BJ4378'SECTION FOREMANS HOUSE (E ONE OF THREE HOUSES), 41 FT. W
 BJ4378'OF THE CENTER OF A FIELD ROAD WHICH IS AN EXTENSION OF THE
 BJ4378'MAIN ROAD FROM TOWN, AND 95 FT. SW OF THE CENTER OF THE
 BJ4378'ROAD CROSSING.  IT IS A STANDARD DISK, STAMPED EDGARD
 BJ4378'1929 AND IS 18 IN. BELOW THE SURFACE OF THE GROUND.
 BJ4378'
 BJ4378'REFERENCE MARK 2 IS 125.71 FT. N-NE OF THE STATION, 52 FT.
 BJ4378'NE OF THE SE CORNER OF THE LOADING PLATFORM OF THE RAILROAD
 BJ4378'STATION, 32 FT. N OF THE N RAIL OF THE TRACK, 15 FT. W OF
 BJ4378'A GRAVEL ROAD, 3.5 FT. S OF A TELEGRAPH POLE, 23 FT. NE OF A
 BJ4378'BRACE POLE AND A POLE SUPPORTING WIRES FOR THE STATION, AND
 BJ4378'27 FT. SW OF POLE NO. 745.  IT IS A STANDARD DISK, STAMPED
 BJ4378'EDGARD NO 2 1929 AND IS FLUSH WITH THE SURFACE OF THE GROUND
 BJ4378'
 BJ4378'REFERENCE MARK 3 IS 107.58 FT. W-NW OF THE STATION, IN THE
 BJ4378'N FENCE LINE OF A BOARD FENCE AROUND THE SECTION FOREMANS
 BJ4378'HOUSE, 47 FT. S OF THE S RAIL OF THE TRACK, 58 FT. NE OF THE
 BJ4378'NE CORNER OF THE SECTION FOREMANS HOUSE, 14 FT. E-SE OF A
 BJ4378'TELEGRAPH POLE, AND 133 FT. W OF THE CENTERLINE OF THE FIELD
 BJ4378'ROAD.  IT IS 64 FT. W OF THE CENTER OF THE DRIVEWAY TO THE
 BJ4378'SECTION FOREMANS GARAGE.  IT IS A STANDARD DISK, STAMPED
 BJ4378'EDGARD NO 3 1929 AND PROJECTING 6 IN.
 BJ4378'
 BJ4378'TO REACH THE STATION FROM THE ST. JOHNS CATHOLIC CHURCH
 BJ4378'IN EDGARD, GO W FOR 1 BLOCK TO THE FIRST STREET LEADING S,
 BJ4378'TURN LEFT AND GO S FOR 0.2 MI., TURN LEFT CROSSING A CATTLE
 BJ4378'GUARD AND GO 0.1 MI. TO A COLORED SCHOOL ON THE LEFT, TURN
 BJ4378'RIGHT AND GO S FOR 1.5 MI. TO THE RAILROAD TRACK AND THE
 BJ4378'STATION ON THE RIGHT.
 BJ4378
 BJ4378                          STATION RECOVERY (1958)
 BJ4378
 BJ4378'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1958 (JDB)
 BJ4378'1955 DESCRIPTION GOOD - STATION IS IN GOOD CONDITION AND
 BJ4378'ABOUT 8 IN UNDER GROUND, BETWEEN CANE ROWS, IN CANE FIELD.
 BJ4378'
 BJ4378'REFERENCE MARK 3 IS ABOUT 4 IN UP AND IN GOOD CONDITION.
 BJ4378'
 BJ4378'REFERENCE MARK 2 IS FLUSH AND IN GOOD CONDITION.
 BJ4378'
 BJ4378'EAST AND WEST SPIRES OF EDGARD CATHOLIC CHURCH ARE VISIBLE
 BJ4378'FROM GROUND AT THE STATION.
 BJ4378
 BJ4378                          STATION RECOVERY (1973)
 BJ4378
 BJ4378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4378'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 BJ4378'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND
 BJ4378'TO BE DESTROYED AT THIS TIME.  THE DISTANCE AND DIRECTIONS
 BJ4378'CHECKED FAVORABLE.  DUE TO SOME CHANGES A NEW DESCRIPTION
 BJ4378'FOLLOWS.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED.
 BJ4378'
 BJ4378'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF EDGARD ON THE
 BJ4378'PROPERTY OF MR. E.J. CARE, POST OFFICE BOX 125, LUTCHER,
 BJ4378'LOUISIANA.
 BJ4378'
 BJ4378'TO REACH THE STATION FROM THE JUNCTION OF A PAVED ROAD AND
 BJ4378'STATE HIGHWAY 18 JUST NORTHWEST OF THE ST JOHNS CATHOLIC
 BJ4378'CHURCH IN EDGARD, GO SOUTH ON PAVED ROAD FOR 0.25 MILE TO
 BJ4378'WHERE THE ROAD CURVES TO THE LEFT.  CONTINUE TO THE LEFT
 BJ4378'EASTERLY ON PAVED ROAD FOR 0.15 MILE TO WHERE THE ROAD CURVES
 BJ4378'TO THE RIGHT.  CONTINUE TO THE RIGHT ON PAVED ROAD FOR 0.1
 BJ4378'MILE TO THE END OF PAVEMENT.  CONTINUE SOUTH ON GRAVELED
 BJ4378'ROAD FOR 1.05 MILES TO THE REFERENCE MARK 5 (AZI. MK.) ON
 BJ4378'THE LEFT.  CONTINUE AHEAD SOUTH ON GRAVELED ROAD FOR 0.35
 BJ4378'MILE TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT
 BJ4378'JUST SOUTH OF THE RAILROAD TRACKS.
 BJ4378'
 BJ4378'THE STATION MARKS ARE STANDARD DISKS STAMPED EDGARD 1929.
 BJ4378'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BJ4378'MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.  IT
 BJ4378'IS 76 FEET SOUTH OF THE MOST SOUTHERLY RAIL OF RAILROAD
 BJ4378'TRACKS, 43 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 BJ4378'ROAD AND 24 FEET SOUTHEAST OF A POWERLINE POLE AND 37 FEET
 BJ4378'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.  THE
 BJ4378'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4378'CONCRETE 42 INCHES BELOW THE GROUND SURFACE (IT IS ASSUMED).
 BJ4378'
 BJ4378'REFERENCE MARK 2, A STANDARD DISK STAMPED EDGARD NO 2 1929,
 BJ4378'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BJ4378'THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 45 FEET
 BJ4378'SOUTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 32.3 FEET
 BJ4378'NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY RAIL OF RAILROAD
 BJ4378'TRACKS, 17 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 BJ4378'ROAD AND 4.5 FEET SOUTH OF A TELEPHONE POLE NUMBER 871.
 BJ4378'
 BJ4378'REFERENCE MARK 4, A STANDARD DISK STAMPED EDGARD NO 4 1929
 BJ4378'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4378'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 118 FEET
 BJ4378'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 15 FEET EAST OF THE
 BJ4378'APPROXIMATE CENTER OF A GRAVELED ROAD AND 2.2 FEET SOUTHWEST
 BJ4378'OF A METAL WITNESS POST WITH SIGN.
 BJ4378'
 BJ4378'REFERENCE MARK 5, A STANDARD DISK STAMPED EDGARD NO 5 1929
 BJ4378'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4378'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 15
 BJ4378'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND
 BJ4378'2 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE.
 BJ4378'
 BJ4378'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 BJ4378'
 BJ4378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BJ4378'SOUTH OF EDGARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4395 ***********************************************************************
 BJ4395  DESIGNATION -  EDGARD 1930 RM 5
 BJ4395  PID         -  BJ4395
 BJ4395  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4395  USGS QUAD   -  RESERVE (1994)
 BJ4395
 BJ4395                         *CURRENT SURVEY CONTROL
 BJ4395  ___________________________________________________________________
 BJ4395* NAD 83(1992)-  30 01 35.13045(N)    090 33 30.44192(W)     ADJUSTED  
 BJ4395* NAVD 88     -         2.3  **(meters)       8.   **(feet)  VERTCON   
 BJ4395  **This station is located in a subsidence area (see below).
 BJ4395  ___________________________________________________________________
 BJ4395  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ4395  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BJ4395
 BJ4395  HORZ ORDER  -  SECOND
 BJ4395
 BJ4395.The horizontal coordinates were established by classical geodetic methods
 BJ4395.and adjusted by the National Geodetic Survey in January 1993..
 BJ4395.No horizontal observational check was made to the station.
 BJ4395
 BJ4395 ** The orthometric height has not been validated since last determined
 BJ4395 ** by differential leveling and should not be used for control purposes.
 BJ4395 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4395 ** area with valid NAVD 88 orthometric heights.
 BJ4395 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4395 ** epoch indicated which incorporates improved geoid heights for the
 BJ4395 ** Southern Louisiana Subsidence area.
 BJ4395 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4395
 BJ4395.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4395
 BJ4395.The geoid height was determined by GEOID03.
 BJ4395
 BJ4395;                    North         East     Units Scale Factor Converg.
 BJ4395;SPC LA S     -   169,448.194 1,074,739.094   MT  0.99992584   +0 23 14.8
 BJ4395;SPC LA S     -   555,931.28  3,526,039.84   sFT  0.99992584   +0 23 14.8
 BJ4395;UTM  15      - 3,324,224.796   735,454.680   MT  1.00028404   +1 13 20.3
 BJ4395
 BJ4395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4395!SPC LA S     -   1.00000376  x   0.99992584  =   0.99992960
 BJ4395!UTM  15      -   1.00000376  x   1.00028404  =   1.00028780
 BJ4395
 BJ4395:                Primary Azimuth Mark                     Grid Az
 BJ4395:SPC LA S     -  EDGARD                                   183 26 45.6
 BJ4395:UTM  15      -  EDGARD                                   182 36 40.1
 BJ4395
 BJ4395|---------------------------------------------------------------------|
 BJ4395| PID    Reference Object                     Distance      Geod. Az  |
 BJ4395|                                                           dddmmss.s |
 BJ4395| BJ4378 EDGARD                              APPROX. 0.6 KM 1835000.4 |
 BJ4395| BJ4396 EDGARD 2                            APPROX. 0.6 KM 1853606.8 |
 BJ4395|---------------------------------------------------------------------|
 BJ4395
 BJ4395                          SUPERSEDED SURVEY CONTROL
 BJ4395
 BJ4395  NAD 83(1986)-  30 01 35.14738(N)    090 33 30.44339(W) AD(       ) 2
 BJ4395  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 BJ4395
 BJ4395.Superseded values are not recommended for survey control.
 BJ4395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4395.See file dsdata.txt to determine how the superseded data were derived.
 BJ4395
 BJ4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3545524225(NAD 83)
 BJ4395_MARKER: DR = REFERENCE MARK DISK
 BJ4395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4395+STABILITY: SURFACE MOTION
 BJ4395
 BJ4395  HISTORY     - Date     Condition        Report By
 BJ4395  HISTORY     - 1979     MONUMENTED       NGS
 BJ4395
 BJ4395                          STATION DESCRIPTION
 BJ4395
 BJ4395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BJ4395'TO REACH THE STATION FROM THE JUNCTION OF A PAVED ROAD AND STATE
 BJ4395'HIGHWAY 18 JUST NORTHWEST OF THE ST JOHNS CATHOLIC CHURCH IN EDGARD,
 BJ4395'GO SOUTH ON PAVED ROAD FOR 0.25 MILE TO WHERE THE ROAD CURVES TO
 BJ4395'THE LEFT.  CONTINUE TO THE LEFT EASTERLY ON PAVED ROAD FOR 0.15
 BJ4395'MILE TO WHERE THE ROAD CURVES TO THE RIGHT.  CONTINUE TO THE RIGHT
 BJ4395'ON PAVED ROAD FOR 0.1 MILE TO THE END OF PAVEMENT.  CONTINUE SOUTH
 BJ4395'ON GRAVELED ROAD FOR 1.05 MILES TO THE REFERENCE MARK 5
 BJ4395'(AZI. MK.) ON THE LEFT.
 BJ4395'
 BJ4395'REFERENCE MARK 5, A STANDARD DISK STAMPED EDGARD NO 5 1929 1972, IS
 BJ4395'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4395'FLUSH WITH THE GROUND SURFACE.  IT IS 15 FEET EAST OF THE
 BJ4395'APPROXIMATE CENTER OF A GRAVELED ROAD AND 2 FEET SOUTH-SOUTHEAST
 BJ4395'OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4396 ***********************************************************************
 BJ4396  DESIGNATION -  EDGARD 2
 BJ4396  PID         -  BJ4396
 BJ4396  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4396  USGS QUAD   -  RESERVE (1994)
 BJ4396
 BJ4396                         *CURRENT SURVEY CONTROL
 BJ4396  ___________________________________________________________________
 BJ4396* NAD 83(1992)-  30 01 15.86863(N)    090 33 32.61297(W)     ADJUSTED  
 BJ4396* NAVD 88     -         1.9  **(meters)       6.   **(feet)  VERTCON   
 BJ4396  **This station is located in a subsidence area (see below).
 BJ4396  ___________________________________________________________________
 BJ4396  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ4396  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4396
 BJ4396  HORZ ORDER  -  THIRD
 BJ4396
 BJ4396.The horizontal coordinates were established by classical geodetic methods
 BJ4396.and adjusted by the National Geodetic Survey in January 1993..
 BJ4396.No horizontal observational check was made to the station.
 BJ4396
 BJ4396 ** The orthometric height has not been validated since last determined
 BJ4396 ** by differential leveling and should not be used for control purposes.
 BJ4396 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4396 ** area with valid NAVD 88 orthometric heights.
 BJ4396 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4396 ** epoch indicated which incorporates improved geoid heights for the
 BJ4396 ** Southern Louisiana Subsidence area.
 BJ4396 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4396.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4396
 BJ4396.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4396
 BJ4396.The geoid height was determined by GEOID03.
 BJ4396
 BJ4396;                    North         East     Units Scale Factor Converg.
 BJ4396;SPC LA S     -   168,854.740 1,074,684.935   MT  0.99992581   +0 23 13.7
 BJ4396;SPC LA S     -   553,984.26  3,525,862.16   sFT  0.99992581   +0 23 13.7
 BJ4396;UTM  15      - 3,323,630.403   735,409.156   MT  1.00028377   +1 13 18.5
 BJ4396
 BJ4396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4396!SPC LA S     -   1.00000382  x   0.99992581  =   0.99992963
 BJ4396!UTM  15      -   1.00000382  x   1.00028377  =   1.00028759
 BJ4396
 BJ4396:                Primary Azimuth Mark                     Grid Az
 BJ4396:SPC LA S     -  EDGARD CATH CHURCH W SPIRE               000 47 38.9
 BJ4396:UTM  15      -  EDGARD CATH CHURCH W SPIRE               359 57 34.1
 BJ4396
 BJ4396|---------------------------------------------------------------------|
 BJ4396| PID    Reference Object                     Distance      Geod. Az  |
 BJ4396|                                                           dddmmss.s |
 BJ4396| BJ4379 EDGARD CATH CHURCH W SPIRE          APPROX. 2.6 KM 0011052.6 |
 BJ4396| BJ4369 EDGARD CATH CHURCH E SPIRE          APPROX. 2.6 KM 0013048.7 |
 BJ4396| BJ4395 EDGARD 1930 RM 5                    APPROX. 0.6 KM 0053605.8 |
 BJ4396| BJ4378 EDGARD                               18.446 METERS 09814     |
 BJ4396| CW1320 EDGARD 2 RM 6                        20.492 METERS 19653     |
 BJ4396| CW1321 EDGARD 2 RM 7                        42.830 METERS 30747     |
 BJ4396| BJ4374 RESERVE GODCHAUX REF LARGE STK      APPROX. 4.4 KM 3505122.2 |
 BJ4396|---------------------------------------------------------------------|
 BJ4396
 BJ4396                          SUPERSEDED SURVEY CONTROL
 BJ4396
 BJ4396  NAD 83(1986)-  30 01 15.88556(N)    090 33 32.61450(W) AD(       ) 3
 BJ4396  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 BJ4396
 BJ4396.Superseded values are not recommended for survey control.
 BJ4396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4396.See file dsdata.txt to determine how the superseded data were derived.
 BJ4396
 BJ4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3540923630(NAD 83)
 BJ4396_MARKER: DS = TRIANGULATION STATION DISK
 BJ4396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4396_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4396_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ4396
 BJ4396  HISTORY     - Date     Condition        Report By
 BJ4396  HISTORY     - 1979     MONUMENTED       NGS
 BJ4396  HISTORY     - 20060427 GOOD             NGS
 BJ4396
 BJ4396                          STATION DESCRIPTION
 BJ4396
 BJ4396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BJ4396'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF EDGARD, ON THE SOUTH
 BJ4396'SIDE OF THE TEXAS AND PACIFIC RAILROAD, ON PROPERTY OWNED BY MR. E.J.
 BJ4396'CARE, POST OFFICE BOX 125, LUTCHER, LA.
 BJ4396'
 BJ4396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 640
 BJ4396'IN EDGARD, GO SOUTH ON HIGHWAY 640 FOR 1.6 MILES TO THE RAILROAD
 BJ4396'TRACK, CROSS THE RAILROAD AND THE STATION MARK ON THE RIGHT.
 BJ4396'
 BJ4396'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BJ4396'---EDGARD 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ4396'FLUSH WITH THE GROUND LOCATED 27.7 METERS (91 FEET) S FROM THE SOUTH
 BJ4396'RAIL OF THE MAIN LINE OF RAILROAD TRACKS, 28.7 METERS (94 FEET) W
 BJ4396'FROM THE CENTER OF STATE HIGHWAY 640, 14.9 METERS (49 FEET) NW FROM
 BJ4396'THE WEST TOP EDGE OF A METAL CULVERT UNDER HIGHWAY, 0.55 METER (1.8
 BJ4396'FEET) SW FROM A METAL WITNESS POST, AND 0.55 METER (1.8 FEET) NW FROM
 BJ4396'A METAL WITNESS POST.
 BJ4396'
 BJ4396'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BJ4396'STAMPED---EDGARD 2 1979---SET INTO AN IRREGULAR MASS OF CONCRETE
 BJ4396'0.91 METER (3.0 FEET) BELOW THE SURFACE.
 BJ4396'
 BJ4396'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BJ4396'STAMPED---EDGARD 2 NO 6 1979---CEMENTED IN A DRILL HOLE IN A 7 FOOT
 BJ4396'BY 7 FOOT CONCRETE FOOTING FOR A RELAY MAST ANCHOR CABLES LOCATED
 BJ4396'34.29 METERS (112.5 FEET) W FROM THE CENTER OF THE HIGHWAY, 10.21
 BJ4396'METERS (33.5 FEET) W FROM A CONCRETE RIGHT OF WAY MARKER FOR HIGHWAY,
 BJ4396'AND 0.30 METER (1.0 FOOT) HIGHER THAN THE STATION.
 BJ4396'
 BJ4396'REFERENCE MARK NO. 7 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BJ4396'STAMPED---EDGARD 2 NO 7 1979---CEMENTED IN A DRILL HOLE IN A 7 FOOT
 BJ4396'BY 7 FOOT CONCRETE FOOTING FOR A RELAY MAST ANCHOR CABLES LOCATED
 BJ4396'11.52 METERS (37.8 FEET) N FROM THE NE CORNER OF A CHAINLINK FENCE
 BJ4396'AROUND THE MAST AND 8.2 METERS (27 FEET) S FROM THE SOUTH RAIL OF THE
 BJ4396'MAIN LINE OF RAILROAD TRACKS.
 BJ4396'
 BJ4396'AZIMUTH MARK IS A STANDARD LOUISIANA GEODETIC SURVEY DISK STAMPED
 BJ4396'---4661---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 BJ4396'THE GROUND LOCATED 14.9 METERS (49 FEET) N FROM THE CENTERLINE OF A
 BJ4396'DIRT HEADLAND ROAD LEADING EAST, 11.73 METERS (38.5 FEET) NW FROM THE
 BJ4396'CORNER OF A CYCLONE FENCE AROUND SCHOOL YARD, 5.5 METERS (18 FEET) W
 BJ4396'FROM THE CYCLONE FENCE, AND 3.90 METERS (12.8 FEET) E FROM THE CENTER
 BJ4396'LINE OF STATE HIGHWAY 640.
 BJ4396'
 BJ4396'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 640
 BJ4396'FOR 1.4 MILES TO THE AZIMUTH MARK 4661 LGS ON THE RIGHT.
 BJ4396
 BJ4396                          STATION RECOVERY (2006)
 BJ4396
 BJ4396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4396'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4369 ***********************************************************************
 BJ4369  DESIGNATION -  EDGARD CATH CHURCH E SPIRE
 BJ4369  PID         -  BJ4369
 BJ4369  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4369  USGS QUAD   -  RESERVE (1994)
 BJ4369
 BJ4369                         *CURRENT SURVEY CONTROL
 BJ4369  ___________________________________________________________________
 BJ4369* NAD 83(1992)-  30 02 41.22516(N)    090 33 30.02067(W)     ADJUSTED  
 BJ4369* NAVD 88     -                                                        
 BJ4369  **This station is located in a subsidence area (see below).
 BJ4369  ___________________________________________________________________
 BJ4369  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4369  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BJ4369
 BJ4369  HORZ ORDER  -  THIRD
 BJ4369
 BJ4369.The horizontal coordinates were established by classical geodetic methods
 BJ4369.and adjusted by the National Geodetic Survey in January 1993..
 BJ4369
 BJ4369 ** The orthometric height has not been validated since last determined
 BJ4369 ** by differential leveling and should not be used for control purposes.
 BJ4369 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4369 ** area with valid NAVD 88 orthometric heights.
 BJ4369 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4369 ** epoch indicated which incorporates improved geoid heights for the
 BJ4369 ** Southern Louisiana Subsidence area.
 BJ4369 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4369
 BJ4369.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4369
 BJ4369.The geoid height was determined by GEOID03.
 BJ4369
 BJ4369;                    North         East     Units Scale Factor Converg.
 BJ4369;SPC LA S     -   171,483.295 1,074,736.617   MT  0.99992604   +0 23 15.0
 BJ4369;SPC LA S     -   562,608.11  3,526,031.72   sFT  0.99992604   +0 23 15.0
 BJ4369;UTM  15      - 3,326,260.374   735,422.527   MT  1.00028385   +1 13 23.0
 BJ4369
 BJ4369                          SUPERSEDED SURVEY CONTROL
 BJ4369
 BJ4369  NAD 83(1986)-  30 02 41.24217(N)    090 33 30.02204(W) AD(       ) 4
 BJ4369  NAD 27      -  30 02 40.51145(N)    090 33 29.70651(W) AD(       ) 3
 BJ4369
 BJ4369.Superseded values are not recommended for survey control.
 BJ4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4369.See file dsdata.txt to determine how the superseded data were derived.
 BJ4369
 BJ4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3542326260(NAD 83)
 BJ4369_MARKER: 90 = CHURCH SPIRE
 BJ4369
 BJ4369  HISTORY     - Date     Condition        Report By
 BJ4369  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4369  HISTORY     - 1955     GOOD             CGS
 BJ4369  HISTORY     - 1973     GOOD             NGS
 BJ4369
 BJ4369                          STATION DESCRIPTION
 BJ4369
 BJ4369'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4369'THE STATION IS
 BJ4369'LOCATED IN EDGARD, ON THE S SIDE OF STATE HIGHWAY 18, AND
 BJ4369'ONE BLOCK N OF THE SCHOOL.  IT IS A LARGE RED-BRICK
 BJ4369'BUILDING WITH A BELFRY, ON TOP OF WHICH IS A CROSS, IN THE
 BJ4369'NW AND NE CORNERS.  THE NW BEING THE W CROSS, AND THE NE BEING
 BJ4369'THE E CROSS.  IT IS ABOUT 80 FT. HIGH.
 BJ4369'
 BJ4369'THIS IS AN INTERSECTION STATION.
 BJ4369
 BJ4369                          STATION RECOVERY (1973)
 BJ4369
 BJ4369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4369'RECOVERED AS DESCRIBED IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4379 ***********************************************************************
 BJ4379  DESIGNATION -  EDGARD CATH CHURCH W SPIRE
 BJ4379  PID         -  BJ4379
 BJ4379  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4379  USGS QUAD   -  RESERVE (1994)
 BJ4379
 BJ4379                         *CURRENT SURVEY CONTROL
 BJ4379  ___________________________________________________________________
 BJ4379* NAD 83(1992)-  30 02 41.00759(N)    090 33 30.59508(W)     ADJUSTED  
 BJ4379* NAVD 88     -                                                        
 BJ4379  **This station is located in a subsidence area (see below).
 BJ4379  ___________________________________________________________________
 BJ4379  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4379  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BJ4379
 BJ4379  HORZ ORDER  -  THIRD
 BJ4379
 BJ4379.The horizontal coordinates were established by classical geodetic methods
 BJ4379.and adjusted by the National Geodetic Survey in January 1993..
 BJ4379
 BJ4379 ** The orthometric height has not been validated since last determined
 BJ4379 ** by differential leveling and should not be used for control purposes.
 BJ4379 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4379 ** area with valid NAVD 88 orthometric heights.
 BJ4379 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4379 ** epoch indicated which incorporates improved geoid heights for the
 BJ4379 ** Southern Louisiana Subsidence area.
 BJ4379 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4379
 BJ4379.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4379
 BJ4379.The geoid height was determined by GEOID03.
 BJ4379
 BJ4379;                    North         East     Units Scale Factor Converg.
 BJ4379;SPC LA S     -   171,476.492 1,074,721.276   MT  0.99992604   +0 23 14.7
 BJ4379;SPC LA S     -   562,585.79  3,525,981.39   sFT  0.99992604   +0 23 14.7
 BJ4379;UTM  15      - 3,326,253.345   735,407.281   MT  1.00028376   +1 13 22.7
 BJ4379
 BJ4379                          SUPERSEDED SURVEY CONTROL
 BJ4379
 BJ4379  NAD 83(1986)-  30 02 41.02465(N)    090 33 30.59645(W) AD(       ) 4
 BJ4379  NAD 27      -  30 02 40.30164(N)    090 33 30.27916(W) AD(       ) 3
 BJ4379
 BJ4379.Superseded values are not recommended for survey control.
 BJ4379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4379.See file dsdata.txt to determine how the superseded data were derived.
 BJ4379
 BJ4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3540726253(NAD 83)
 BJ4379_MARKER: 90 = CHURCH SPIRE
 BJ4379
 BJ4379  HISTORY     - Date     Condition        Report By
 BJ4379  HISTORY     - 1930     FIRST OBSERVED   CGS
 BJ4379  HISTORY     - 1973     GOOD             NGS
 BJ4379
 BJ4379                          STATION DESCRIPTION
 BJ4379
 BJ4379'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 BJ4379'THE STATION IS
 BJ4379'LOCATED IN EDGARD, ON THE S SIDE OF STATE HIGHWAY 18, AND
 BJ4379'ONE BLOCK N OF THE SCHOOL.  IT IS A LARGE RED-BRICK
 BJ4379'BUILDING WITH A BELFRY, ON TOP OF WHICH IS A CROSS, IN THE
 BJ4379'NW AND NE CORNERS.  THE NW BEING THE W CROSS, AND THE NE BEING
 BJ4379'THE E CROSS.  IT IS ABOUT 80 FT. HIGH.
 BJ4379'
 BJ4379'THIS IS AN INTERSECTION STATION.
 BJ4379
 BJ4379                          STATION RECOVERY (1973)
 BJ4379
 BJ4379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4379'RECOVERED AS DESCRIBED IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4384 ***********************************************************************
 BJ4384  DESIGNATION -  EDGARD MP RR MICROWAVE
 BJ4384  PID         -  BJ4384
 BJ4384  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4384  USGS QUAD   -  RESERVE (1994)
 BJ4384
 BJ4384                         *CURRENT SURVEY CONTROL
 BJ4384  ___________________________________________________________________
 BJ4384* NAD 83(1992)-  30 01 16.10308(N)    090 33 34.04633(W)     ADJUSTED  
 BJ4384* NAVD 88     -                                                        
 BJ4384  **This station is located in a subsidence area (see below).
 BJ4384  ___________________________________________________________________
 BJ4384  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ4384  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BJ4384
 BJ4384  HORZ ORDER  -  THIRD
 BJ4384
 BJ4384.The horizontal coordinates were established by classical geodetic methods
 BJ4384.and adjusted by the National Geodetic Survey in January 1993..
 BJ4384
 BJ4384 ** The orthometric height has not been validated since last determined
 BJ4384 ** by differential leveling and should not be used for control purposes.
 BJ4384 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4384 ** area with valid NAVD 88 orthometric heights.
 BJ4384 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4384 ** epoch indicated which incorporates improved geoid heights for the
 BJ4384 ** Southern Louisiana Subsidence area.
 BJ4384 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4384
 BJ4384.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4384
 BJ4384.The geoid height was determined by GEOID03.
 BJ4384
 BJ4384;                    North         East     Units Scale Factor Converg.
 BJ4384;SPC LA S     -   168,861.699 1,074,646.482   MT  0.99992581   +0 23 13.0
 BJ4384;SPC LA S     -   554,007.09  3,525,736.00   sFT  0.99992581   +0 23 13.0
 BJ4384;UTM  15      - 3,323,636.803   735,370.592   MT  1.00028355   +1 13 17.8
 BJ4384
 BJ4384                          SUPERSEDED SURVEY CONTROL
 BJ4384
 BJ4384  NAD 83(1986)-  30 01 16.12000(N)    090 33 34.04778(W) AD(       ) 4
 BJ4384  NAD 27      -  30 01 15.38975(N)    090 33 33.73511(W) AD(       ) 3
 BJ4384
 BJ4384.Superseded values are not recommended for survey control.
 BJ4384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4384.See file dsdata.txt to determine how the superseded data were derived.
 BJ4384
 BJ4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3537123637(NAD 83)
 BJ4384
 BJ4384  HISTORY     - Date     Condition        Report By
 BJ4384  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4384
 BJ4384                          STATION DESCRIPTION
 BJ4384
 BJ4384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4384'1-1/2 MILES SOUTH OF THE CENTER OF EDGARD, 231 FEET WEST OF THE
 BJ4384'APPROXIMATE CENTER OF A GRAVELED ROAD AND 76 FEET SOUTH OF THE
 BJ4384'RAILROAD.
 BJ4384'
 BJ4384'A MEASUREMENT WAS MADE TO TRIANGULATION STATION, EDGARD 1929,
 BJ4384'DISTANCE BEING 188.70 FEET (57.516 METERS) WEST OF STATION EDGARD
 BJ4384'1929.  THE POINT MEASURED TO IS THE CENTER OF THE BASE OF THE
 BJ4384'MISSOURI PACIFIC RAILROAD COMPANY MICROWAVE WJZ 52.  IT IS A
 BJ4384'3-LEGGED STEEL STRUCUTRE, GUYED, RED AND WHITE IN ALTERNATE
 BJ4384'SECTIONS, 320 FEET HIGH AND HAS TWO ROUND REFLECTORS NEAR THE
 BJ4384'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4370 ***********************************************************************
 BJ4370  DESIGNATION -  EDGARD REFINERY STACK
 BJ4370  PID         -  BJ4370
 BJ4370  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4370  USGS QUAD   -  RESERVE (1994)
 BJ4370
 BJ4370                         *CURRENT SURVEY CONTROL
 BJ4370  ___________________________________________________________________
 BJ4370* NAD 83(1992)-  30 02 15.89603(N)    090 34 16.84317(W)     ADJUSTED  
 BJ4370* NAVD 88     -                                                        
 BJ4370  **This station is located in a subsidence area (see below).
 BJ4370  ___________________________________________________________________
 BJ4370  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4370  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BJ4370
 BJ4370  HORZ ORDER  -  THIRD
 BJ4370
 BJ4370.The horizontal coordinates were established by classical geodetic methods
 BJ4370.and adjusted by the National Geodetic Survey in January 1993..
 BJ4370
 BJ4370 ** The orthometric height has not been validated since last determined
 BJ4370 ** by differential leveling and should not be used for control purposes.
 BJ4370 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4370 ** area with valid NAVD 88 orthometric heights.
 BJ4370 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4370 ** epoch indicated which incorporates improved geoid heights for the
 BJ4370 ** Southern Louisiana Subsidence area.
 BJ4370 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4370
 BJ4370.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4370
 BJ4370.The geoid height was determined by GEOID03.
 BJ4370
 BJ4370;                    North         East     Units Scale Factor Converg.
 BJ4370;SPC LA S     -   170,695.010 1,073,487.563   MT  0.99992595   +0 22 51.6
 BJ4370;SPC LA S     -   560,021.88  3,521,933.78   sFT  0.99992595   +0 22 51.6
 BJ4370;UTM  15      - 3,325,453.675   734,184.661   MT  1.00027667   +1 12 58.6
 BJ4370
 BJ4370                          SUPERSEDED SURVEY CONTROL
 BJ4370
 BJ4370  NAD 83(1986)-  30 02 15.91319(N)    090 34 16.84476(W) AD(       ) 4
 BJ4370  NAD 27      -  30 02 15.18684(N)    090 34 16.53268(W) AD(       ) 3
 BJ4370
 BJ4370.Superseded values are not recommended for survey control.
 BJ4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4370.See file dsdata.txt to determine how the superseded data were derived.
 BJ4370
 BJ4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3418525454(NAD 83)
 BJ4370_MARKER: 63 = STACK
 BJ4370
 BJ4370  HISTORY     - Date     Condition        Report By
 BJ4370  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4370  HISTORY     - 1955     GOOD             CGS
 BJ4370  HISTORY     - 1973     GOOD             NGS
 BJ4370
 BJ4370                          STATION DESCRIPTION
 BJ4370
 BJ4370'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4370'THE POINT OBSERVED UPON WAS THE CENTER OF A CONCRETE STACK,
 BJ4370'APPROXIMATELY 175 FEET HIGH, LOCATED AT AN UNIDENTIFIED
 BJ4370'SUGAR REFINERY WHICH IS IN THE W PART OF THE TOWN OF EDGARD
 BJ4370'AND ON THE S BANK OF THE MISSISSIPPI RIVER.  LOCATION WAS
 BJ4370'NOT VISITED.
 BJ4370'
 BJ4370'OBSERVED UPON FROM TRIANGULATION STATIONS MAUREPAS AND GRAMERCY
 BJ4370'EAST BASE 1929.
 BJ4370'
 BJ4370'INTERSECTION STATION.
 BJ4370
 BJ4370                          STATION RECOVERY (1955)
 BJ4370
 BJ4370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4370'THE STATION IS LOCATED AT THE CAIRE GRAUGNARD DIVISION OF THE
 BJ4370'COLONIAL SUGAR MILLS WHICH IS ABOUT 1 MI. SW OF EDGARD.  IT
 BJ4370'IS A CYLINDRICAL CONCRETE STACK, 12 FT. IN DIAMETER AND 200
 BJ4370'FT. HIGH.
 BJ4370'
 BJ4370'TO REACH THE STATION FROM THE ST. JOHNS CATHOLIC CHURCH IN
 BJ4370'EDGARD, GO W ON STATE HIGHWAY 18 FOR 0.8 MI. TO A SIDE ROAD
 BJ4370'LEFT, TURN LEFT (S) AND GO 0.35 MI. TO THE REFINERY AND THE
 BJ4370'STATION ON THE LEFT.
 BJ4370'
 BJ4370'THIS IS AN INTERSECTION STATION.
 BJ4370
 BJ4370                          STATION RECOVERY (1973)
 BJ4370
 BJ4370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4370'RECOVERED AS DESCRIBED IN 1939, AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4371 ***********************************************************************
 BJ4371  DESIGNATION -  EDGARD REFINERY TANK
 BJ4371  PID         -  BJ4371
 BJ4371  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4371  USGS QUAD   -  RESERVE (1994)
 BJ4371
 BJ4371                         *CURRENT SURVEY CONTROL
 BJ4371  ___________________________________________________________________
 BJ4371* NAD 83(1992)-  30 02 15.32742(N)    090 34 15.60436(W)     ADJUSTED  
 BJ4371* NAVD 88     -                                                        
 BJ4371  **This station is located in a subsidence area (see below).
 BJ4371  ___________________________________________________________________
 BJ4371  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4371  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BJ4371
 BJ4371  HORZ ORDER  -  THIRD
 BJ4371
 BJ4371.The horizontal coordinates were established by classical geodetic methods
 BJ4371.and adjusted by the National Geodetic Survey in January 1993..
 BJ4371
 BJ4371 ** The orthometric height has not been validated since last determined
 BJ4371 ** by differential leveling and should not be used for control purposes.
 BJ4371 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4371 ** area with valid NAVD 88 orthometric heights.
 BJ4371 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4371 ** epoch indicated which incorporates improved geoid heights for the
 BJ4371 ** Southern Louisiana Subsidence area.
 BJ4371 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4371
 BJ4371.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4371
 BJ4371.The geoid height was determined by GEOID03.
 BJ4371
 BJ4371;                    North         East     Units Scale Factor Converg.
 BJ4371;SPC LA S     -   170,677.724 1,073,520.866   MT  0.99992595   +0 22 52.2
 BJ4371;SPC LA S     -   559,965.17  3,522,043.04   sFT  0.99992595   +0 22 52.2
 BJ4371;UTM  15      - 3,325,436.870   734,218.224   MT  1.00027687   +1 12 59.2
 BJ4371
 BJ4371                          SUPERSEDED SURVEY CONTROL
 BJ4371
 BJ4371  NAD 83(1986)-  30 02 15.34460(N)    090 34 15.60606(W) AD(       ) 4
 BJ4371  NAD 27      -  30 02 14.61057(N)    090 34 15.29779(W) AD(       ) 3
 BJ4371
 BJ4371.Superseded values are not recommended for survey control.
 BJ4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4371.See file dsdata.txt to determine how the superseded data were derived.
 BJ4371
 BJ4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3421825437(NAD 83)
 BJ4371_MARKER: 53 = ELEVATED TANK
 BJ4371
 BJ4371  HISTORY     - Date     Condition        Report By
 BJ4371  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4371  HISTORY     - 1955     GOOD             CGS
 BJ4371
 BJ4371                          STATION DESCRIPTION
 BJ4371
 BJ4371'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4371'THE POINT OBSERVED UPON WAS THE FINIAL OF A STEEL,
 BJ4371'ALUMINUM-PAINTED, WATER TANK, APPROXIMATELY 125 FEET HIGH,
 BJ4371'LOCATED AT AN UNIDENTIFIED SUGAR REFINERY WHICH IS IN THE
 BJ4371'W PART OF THE TOWN OF EDGARD AND ON THE S BANK OF THE
 BJ4371'MISSISSIPPI RIVER.  LOCATION WAS NOT VISITED.
 BJ4371'
 BJ4371'OBSERVED UPON FROM TRIANGULATION STATIONS MAUREPAS AND GRAMERCY
 BJ4371'EAST BASE 1929.
 BJ4371'
 BJ4371'INTERSECTION STATION.
 BJ4371
 BJ4371                          STATION RECOVERY (1955)
 BJ4371
 BJ4371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4371'THE STATION IS LOCATED AT THE CAIRE GRAUGNARD DIVISION OF
 BJ4371'THE COLONIAL SUGAR MILLS WHICH IS LOCATED ABOUT 1 MI. SW
 BJ4371'OF EDGARD.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 BJ4371'A TANK ON ITS TOP.  IT IS 75 FT. HIGH.  THE TANK IS FLAT ON TOP.
 BJ4371'
 BJ4371'TO REACH THE STATION FROM THE ST. JOHNS CATHOLIC CHURCH IN
 BJ4371'EDGARD, GO W ON STATE HIGHWAY 18 FOR 0.8 MI. TO A SIDE ROAD
 BJ4371'LEFT, TURN LEFT (S) AND GO 0.35 MI. TO THE REFINERY AND
 BJ4371'THE STATION ON THE LEFT.
 BJ4371'
 BJ4371'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1801 ***********************************************************************
 CP1801  DESIGNATION -  EDGE LAFOURCHE BOLT USE
 CP1801  PID         -  CP1801
 CP1801  STATE/COUNTY-  LA/RICHLAND
 CP1801  USGS QUAD   -  CREW LAKE (1982)
 CP1801
 CP1801                         *CURRENT SURVEY CONTROL
 CP1801  ___________________________________________________________________
 CP1801* NAD 83(1986)-  32 22 49.     (N)    091 55 44.     (W)     SCALED    
 CP1801* NAVD 88     -        21.834  (meters)      71.63   (feet)  ADJUSTED  
 CP1801  ___________________________________________________________________
 CP1801  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP1801  DYNAMIC HT  -          21.809 (meters)      71.55  (feet)  COMP
 CP1801  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CP1801
 CP1801  VERT ORDER  -  SECOND    CLASS I
 CP1801
 CP1801.The horizontal coordinates were scaled from a topographic map and have
 CP1801.an estimated accuracy of +/- 6 seconds.
 CP1801
 CP1801.The orthometric height was determined by differential leveling
 CP1801.and adjusted by the National Geodetic Survey in May 1997..
 CP1801
 CP1801.The geoid height was determined by GEOID03.
 CP1801
 CP1801.The dynamic height is computed by dividing the NAVD 88
 CP1801.geopotential number by the normal gravity value computed on the
 CP1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1801.degrees latitude (g = 980.6199 gals.).
 CP1801
 CP1801.The modeled gravity was interpolated from observed gravity values.
 CP1801
 CP1801;                    North         East    Units  Estimated Accuracy
 CP1801;SPC LA N     -   208,620.    1,053,740.      MT  (+/- 180 meters Scaled)
 CP1801
 CP1801                          SUPERSEDED SURVEY CONTROL
 CP1801
 CP1801  NGVD 29 (??/??/92)   21.946  (m)           72.00   (f) ADJ UNCH    2 1
 CP1801
 CP1801.Superseded values are not recommended for survey control.
 CP1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1801.See file dsdata.txt to determine how the superseded data were derived.
 CP1801
 CP1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR007830(NAD 83)
 CP1801_MARKER: B = BOLT
 CP1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1801_SP_SET: STONE
 CP1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1801
 CP1801  HISTORY     - Date     Condition        Report By
 CP1801  HISTORY     - UNK      MONUMENTED       DOD
 CP1801  HISTORY     - 1934     GOOD             DOD
 CP1801  HISTORY     - 1983     GOOD             LADTD
 CP1801
 CP1801                          STATION DESCRIPTION
 CP1801
 CP1801'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1801'5.0 MI NW FROM ALTO.
 CP1801'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ALTO, RICHLAND PARISH,
 CP1801'AT THE JUNCTION OF A GRAVEL ROAD, JUST EAST OF THE DIVERGENCE OF A
 CP1801'POWER-TRANSMISSION LINE, ABOUT 198 FEET FROM A POWER-TRANSMISSION LINE
 CP1801'POLE, 35 FEET SOUTHWEST OF THE CENTER OF THE ROAD JUNCTION, AND 5 FEET
 CP1801'FROM A FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 CP1801'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CP1801'PROJECTING ABOUT 4 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CP1801'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP1801
 CP1801                          STATION RECOVERY (1983)
 CP1801
 CP1801'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CP1801'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 7.6 KM
 CP1801'(4.7 MILES) NORTHEAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CP1801'ALTO, IN SECTION 11, T 16 N, R 5 E, ABOUT 0.2 KM (0.1 MILE) EAST OF
 CP1801'THE SOUTHEAST CORNER OF THE HALL CEMETERY, 14.6 METERS (48 FEET)
 CP1801'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING
 CP1801'SOUTH, 13.1 METERS (43 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CP1801'9.1 METERS (30 FEET) WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 CP1801'1.2 METERS (4 FEET) NORTHEAST OF A FENCE, ABOUT LEVEL WITH HIGHWAY A
 CP1801'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 0.9 METER (3
 CP1801'FEET) BELOW THE GROUND.
 CP1801'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 CP1801'THE MARK IS 0.91 M BELOW HIGHWAY 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1800 ***********************************************************************
 CP1800  DESIGNATION -  EDGE LAFOURCHE CAP USE
 CP1800  PID         -  CP1800
 CP1800  STATE/COUNTY-  LA/RICHLAND
 CP1800  USGS QUAD   -  CREW LAKE (1982)
 CP1800
 CP1800                         *CURRENT SURVEY CONTROL
 CP1800  ___________________________________________________________________
 CP1800* NAD 83(1986)-  32 22 49.     (N)    091 55 44.     (W)     SCALED    
 CP1800* NAVD 88     -        23.077  (meters)      75.71   (feet)  ADJUSTED  
 CP1800  ___________________________________________________________________
 CP1800  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP1800  DYNAMIC HT  -          23.051 (meters)      75.63  (feet)  COMP
 CP1800  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CP1800
 CP1800  VERT ORDER  -  SECOND    CLASS I
 CP1800
 CP1800.The horizontal coordinates were scaled from a topographic map and have
 CP1800.an estimated accuracy of +/- 6 seconds.
 CP1800
 CP1800.The orthometric height was determined by differential leveling
 CP1800.and adjusted by the National Geodetic Survey in May 1997..
 CP1800
 CP1800.The geoid height was determined by GEOID03.
 CP1800
 CP1800.The dynamic height is computed by dividing the NAVD 88
 CP1800.geopotential number by the normal gravity value computed on the
 CP1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1800.degrees latitude (g = 980.6199 gals.).
 CP1800
 CP1800.The modeled gravity was interpolated from observed gravity values.
 CP1800
 CP1800;                    North         East    Units  Estimated Accuracy
 CP1800;SPC LA N     -   208,620.    1,053,740.      MT  (+/- 180 meters Scaled)
 CP1800
 CP1800                          SUPERSEDED SURVEY CONTROL
 CP1800
 CP1800  NGVD 29 (??/??/92)   23.187  (m)           76.07   (f) ADJ UNCH    2 1
 CP1800
 CP1800.Superseded values are not recommended for survey control.
 CP1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1800.See file dsdata.txt to determine how the superseded data were derived.
 CP1800
 CP1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR007830(NAD 83)
 CP1800_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1800_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1800_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1800
 CP1800  HISTORY     - Date     Condition        Report By
 CP1800  HISTORY     - UNK      MONUMENTED       DOD
 CP1800  HISTORY     - 1934     GOOD             DOD
 CP1800  HISTORY     - 1983     GOOD             LADTD
 CP1800
 CP1800                          STATION DESCRIPTION
 CP1800
 CP1800'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1800'5.0 MI NW FROM ALTO.
 CP1800'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ALTO, RICHLAND PARISH,
 CP1800'AT THE JUNCTION OF A GRAVEL ROAD, JUST EAST OF THE DIVERGENCE OF A
 CP1800'POWER-TRANSMISSION LINE, ABOUT 198 FEET FROM A POWER-TRANSMISSION LINE
 CP1800'POLE, 35 FEET SOUTHWEST OF THE CENTER OF THE ROAD JUNCTION, AND 5 FEET
 CP1800'FROM A FENCE CORNER.  AN IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE
 CP1800'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP1800
 CP1800                          STATION RECOVERY (1983)
 CP1800
 CP1800'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CP1800'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 7.6 KM
 CP1800'(4.7 MILES) NORTHEAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CP1800'ALTO, IN SECTION 11, T 16 N, R 5 E, ABOUT 0.2 KM (0.1 MILE) EAST OF
 CP1800'THE SOUTHEAST CORNER OF THE HALL CEMETERY, 14.6 METERS (48 FEET)
 CP1800'SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE GRAVEL ROAD LEADING
 CP1800'SOUTH 15.1 METERS (43 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CP1800'9.1 METERS (30 FEET) WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 CP1800'1.2 METERS (4 FEET) NORTHEAST OF A FENCE, 0.2 METER (0.7 FT) SOUTHWEST
 CP1800'OF A METAL WITNESS POST, ACCESS TO MARK IS HAD THROUGH A 3 INCH IRON
 CP1800'PIPE BEARING A BRASS CAP AND PROJECTING 6 INCHES ABOVE GROUND.
 CP1800'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 CP1800'THE MARK IS ABOVE LEVEL WITH HIGHWAY 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1700 ***********************************************************************
 BK1700  DESIGNATION -  EDGERLEY
 BK1700  PID         -  BK1700
 BK1700  STATE/COUNTY-  LA/CALCASIEU
 BK1700  USGS QUAD   -  LUNITA (1994)
 BK1700
 BK1700                         *CURRENT SURVEY CONTROL
 BK1700  ___________________________________________________________________
 BK1700* NAD 83(1992)-  30 15 01.08760(N)    093 30 13.25568(W)     ADJUSTED  
 BK1700* NAVD 88     -         6.71   (+/-2cm)      22.0  **(feet)  VERTCON   
 BK1700  **This station is located in a subsidence area (see below).
 BK1700  ___________________________________________________________________
 BK1700  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK1700  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK1700
 BK1700  HORZ ORDER  -  FIRST
 BK1700  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1700
 BK1700.The horizontal coordinates were established by classical geodetic methods
 BK1700.and adjusted by the National Geodetic Survey in January 1993..
 BK1700
 BK1700 ** The orthometric height has not been validated since last determined
 BK1700 ** by differential leveling and should not be used for control purposes.
 BK1700 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1700 ** area with valid NAVD 88 orthometric heights.
 BK1700 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1700 ** epoch indicated which incorporates improved geoid heights for the
 BK1700 ** Southern Louisiana Subsidence area.
 BK1700 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1700.The vertical order pertains to the NGVD 29 superseded value.
 BK1700
 BK1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1700
 BK1700.The geoid height was determined by GEOID03.
 BK1700
 BK1700;                    North         East     Units Scale Factor Converg.
 BK1700;SPC LA S     -   195,989.524   791,144.658   MT  0.99993518   -1 05 06.7
 BK1700;SPC LA S     -   643,008.96  2,595,613.77   sFT  0.99993518   -1 05 06.7
 BK1700;UTM  15      - 3,346,628.685   451,543.088   MT  0.99962897   -0 15 13.5
 BK1700
 BK1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1700!SPC LA S     -   1.00000326  x   0.99993518  =   0.99993844
 BK1700!UTM  15      -   1.00000326  x   0.99962897  =   0.99963223
 BK1700
 BK1700|---------------------------------------------------------------------|
 BK1700| PID    Reference Object                     Distance      Geod. Az  |
 BK1700|                                                           dddmmss.s |
 BK1700| CV7558 EDGERLY RM 1                         24.567 METERS 06531     |
 BK1700| BK3174 SULPHUR MUNICIPAL TANK              APPROX.12.3 KM 0961146.4 |
 BK1700| CV7559 EDGERLY RM 2                                       17548     |
 BK1700|---------------------------------------------------------------------|
 BK1700
 BK1700                          SUPERSEDED SURVEY CONTROL
 BK1700
 BK1700  NAD 83(1986)-  30 15 01.10430(N)    093 30 13.24640(W) AD(       ) 1
 BK1700  NAD 27      -  30 15 00.36600(N)    093 30 12.67800(W) AD(       ) 1
 BK1700  NGVD 29 (??/??/??)    6.661  (m)           21.85   (f) ADJUSTED    1 1
 BK1700
 BK1700.Superseded values are not recommended for survey control.
 BK1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1700.See file dsdata.txt to determine how the superseded data were derived.
 BK1700
 BK1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5154346629(NAD 83)
 BK1700_MARKER: DS = TRIANGULATION STATION DISK
 BK1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1700_STAMPING: EDGERLEY 1931
 BK1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1700+STABILITY: SURFACE MOTION
 BK1700
 BK1700  HISTORY     - Date     Condition        Report By
 BK1700  HISTORY     - 1931     MONUMENTED       CGS
 BK1700  HISTORY     - 1936     GOOD             LAGS
 BK1700  HISTORY     - 1954     GOOD             USGS
 BK1700  HISTORY     - 1955     GOOD             CGS
 BK1700  HISTORY     - 1972     GOOD             NGS
 BK1700  HISTORY     - 1972     GOOD             NGS
 BK1700  HISTORY     - 20021102 GOOD             USPSQD
 BK1700  HISTORY     - 20040202 GOOD             USPSQD
 BK1700
 BK1700                          STATION DESCRIPTION
 BK1700
 BK1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK1700'STATION IS ABOUT 1-1/4 MILES N OF THE VILLAGE OF EDGERLY,
 BK1700'ON LAND OWNED BY THE GULF PRODUCING COMPANY, WHICH HAS AN
 BK1700'OFFICE IN VINTON, LOUISIANA.  TO REACH FROM U.S. HIGHWAY 90
 BK1700'FROM A POINT 1/2 MILE S OF EDGERLY, FOLLOW AN OLD GRAVEL ROAD
 BK1700'TO RAILROAD CROSSING IN EDGERLY, THEN 1.2 MILES N ON ROUTE 380
 BK1700'TO S EDGE OF OIL FIELD AND STATION, WHICH IS NEAR HOUSE WITH
 BK1700'GARAGE IN NW CORNER OF YARD AND PLANK ROAD ALONGSIDE FENCE
 BK1700'TO THE HIGHWAY.  STATION IS 47.5 FEET W OF CENTER LINE OF THE
 BK1700'HIGHWAY, 54.6 FEET N OF 2-FOOT OAK TREE, 2 FEET N OF PICKET
 BK1700'FENCE AROUND HOUSE, AND NEARLY OPPOSITE DIM ROAD LEADING E
 BK1700'INTO THE OIL FIELD JUST N OF STRING OF TENANT HOUSES.
 BK1700'
 BK1700'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK1700'DISKS SET IN CONCRETE.
 BK1700'
 BK1700'REFERENCE MARK NO. 1 IS 30 FEET E OF CENTER LINE OF ROAD, IN
 BK1700'THE NE INTERSECTION OF THE DIM ROAD, AND 80.6 FEET FROM THE
 BK1700'STATION, N 65 DEG 31 MIN E.
 BK1700'
 BK1700'REFERENCE MARK NO. 2 IS 30 FEET E OF CENTER LINE OF THE ROAD,
 BK1700'15 FEET S OF POWER LINE POLE NO. 20 WHICH IS ABOUT 25 YARDS S
 BK1700'OF CONCRETE CULVERT AND OPPOSITE THE N END OF POWER HOUSE
 BK1700'ON THE W SIDE OF THE ROAD, AND 0.2 MILE FROM THE STATION,
 BK1700'S 04 DEG 11 MIN E.
 BK1700
 BK1700                          STATION RECOVERY (1936)
 BK1700
 BK1700'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK1700'STATION RECOVERED AS DESCRIBED.
 BK1700
 BK1700                          STATION RECOVERY (1954)
 BK1700
 BK1700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BK1700'STATION IS 28 FEET NORTH AND 47 FEET WEST OF ROAD FORK NE.
 BK1700'44 FEET WEST OF CENTERLINE ROAD.  COMPLETE POWER HOUSE FOUNDATION
 BK1700'REMAINS.
 BK1700
 BK1700                          STATION RECOVERY (1955)
 BK1700
 BK1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BK1700'1.25 MILES NORTH ALONG STATE HIGHWAY 380 FROM THE CROSSING OF
 BK1700'THE TEXAS AND NEW ORLEANS RAILROAD AT EDGERLY, 48 FEET WEST
 BK1700'OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTH OF THE
 BK1700'EXTENDED CENTER LINE OF A SHELL ROAD LEADING EAST, 18.5 FEET
 BK1700'WEST OF A FENCE, 62.4 FEET SOUTHEAST OF A 14 INCH GUM TREE,
 BK1700'1.5 FEET NORTH OF A WITNESS POST, A TRIANGULATION STATION DISK
 BK1700'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 BK1700'ABOVE THE GROUND, STAMPED EDGERLY 1931.
 BK1700'
 BK1700'EDGERLY R.M. 1 HAS BEEN DESTROYED.  THE POST WAS FOUND BROKEN
 BK1700'OFF.  THE DISK WAS RECOVERED.
 BK1700'
 BK1700'EDGERLY R.M. 2 IS 0.2 MILE SOUTH OF TRIANGULATION STATION
 BK1700'EDGERLY 1931, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BK1700'43 FEET SOUTH OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING
 BK1700'EAST, ACROSS THE HIGHWAY FROM A LARGE STORAGE TANK, 3.8 FEET
 BK1700'SOUTH OF A POWER POLE, 2 FEET NORTH OF A WITNESS POST, A
 BK1700'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BK1700'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED EDGERLY NO 2
 BK1700'1931.
 BK1700
 BK1700                          STATION RECOVERY (1972)
 BK1700
 BK1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 BK1700'THE STATION AND R.M. 2 WERE RECOVERED AND IN GOOD CONDITION.
 BK1700'
 BK1700'THE STATION MAY BE REACHED BY GOING 1.25 MILES NORTH ALONG STATE
 BK1700'HIGHWAY 388 FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD
 BK1700'AT EDGERLY.  THE STATION IS 48 FEET WEST OF THE CENTER LINE
 BK1700'OF THE HIGHWAY, 38 FEET NORTH OF THE EXTENDED CENTER LINE OF
 BK1700'A SHELL ROAD LEADING EAST, 19 FEET WEST OF A FENCE, 9 FEET
 BK1700'WEST OF A GUM TREE, 1.2 FEET WEST OF A METAL WITNESS POST,
 BK1700'1-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY SET IN THE TOP
 BK1700'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 BK1700'GROUND.  THE DISK IS STAMPED EDGERLY 1931 AND NOT AS SHOWN
 BK1700'IN QUAD 300933 STATION 1021 DATED MAY 1967.
 BK1700'
 BK1700'R.M. 2 IS ABOUT 0.2 MILE SOUTH OF THE STATION MARK DESCRIBED,
 BK1700'32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3-1/2 FEET
 BK1700'SOUTH OF A POWER POLE, 1.2 FEET EAST OF A METAL WITNESS POST,
 BK1700'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BK1700'POST PROJECTING 4 INCHES ABOVE THE GROUND.  THE DISK IS
 BK1700'STAMPED EDGERLEY NO 2 1931
 BK1700'
 BK1700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES
 BK1700'NORTH OF EDGERLY
 BK1700
 BK1700                          STATION RECOVERY (1972)
 BK1700
 BK1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1700'1.25 MI N FROM EDGERLY.
 BK1700'ABOUT 1.25 MILES NORTH ALONG STATE HIGHWAY 388 FROM THE CROSSING WITH
 BK1700'THE SOUTHERN PACIFIC RAILROAD AT EDGERLY, 48 FEET WEST OF THE CENTER
 BK1700'LINE OF THE HIGHWAY, 38 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 BK1700'SHELL ROAD LEADING EAST, 19 FEET WEST OF A FENCE, 9 FEET WEST OF A GUM
 BK1700'TREE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 BK1700'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BK1700'INCHES.  SEC 29, T 9S, R 11 W.
 BK1700
 BK1700                          STATION RECOVERY (2002)
 BK1700
 BK1700'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 BK1700'RECOVERED IN GOOD CONDITION.
 BK1700
 BK1700                          STATION RECOVERY (2004)
 BK1700
 BK1700'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3156 ***********************************************************************
 CQ3156  DESIGNATION -  EDITH
 CQ3156  PID         -  CQ3156
 CQ3156  STATE/COUNTY-  LA/DE SOTO
 CQ3156  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ3156
 CQ3156                         *CURRENT SURVEY CONTROL
 CQ3156  ___________________________________________________________________
 CQ3156* NAD 83(1992)-  32 01 32.31520(N)    093 36 25.83929(W)     ADJUSTED  
 CQ3156* NAVD 88     -       107.1    (meters)     351.     (feet)  VERTCON   
 CQ3156  ___________________________________________________________________
 CQ3156  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CQ3156  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ3156
 CQ3156  HORZ ORDER  -  SECOND
 CQ3156
 CQ3156.The horizontal coordinates were established by classical geodetic methods
 CQ3156.and adjusted by the National Geodetic Survey in January 1993..
 CQ3156
 CQ3156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3156
 CQ3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3156
 CQ3156.The geoid height was determined by GEOID03.
 CQ3156
 CQ3156;                    North         East     Units Scale Factor Converg.
 CQ3156;SPC LA N     -   169,689.908   895,418.992   MT  0.99991651   -0 35 07.3
 CQ3156;SPC LA N     -   556,724.31  2,937,720.48   sFT  0.99991651   -0 35 07.3
 CQ3156;UTM  15      - 3,543,439.153   442,664.327   MT  0.99964054   -0 19 19.2
 CQ3156
 CQ3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3156!SPC LA N     -   0.99998723  x   0.99991651  =   0.99990374
 CQ3156!UTM  15      -   0.99998723  x   0.99964054  =   0.99962777
 CQ3156
 CQ3156|---------------------------------------------------------------------|
 CQ3156| PID    Reference Object                     Distance      Geod. Az  |
 CQ3156|                                                           dddmmss.s |
 CQ3156| CQ3155 EDITH RM 1                            7.753 METERS 05146     |
 CQ3156| CX5768 EDITH RM 2                           15.768 METERS 13449     |
 CQ3156| CX5767 EDITH AZ MK                                        1835412.3 |
 CQ3156| CQ3160 MANSFIELD MUN NE TANK               APPROX. 7.8 KM 2814326.3 |
 CQ3156|---------------------------------------------------------------------|
 CQ3156
 CQ3156                          SUPERSEDED SURVEY CONTROL
 CQ3156
 CQ3156  NAD 83(1986)-  32 01 32.32540(N)    093 36 25.83500(W) AD(       ) 2
 CQ3156  NAD 27      -  32 01 31.73947(N)    093 36 25.18741(W) AD(       ) 2
 CQ3156  NGVD 29 (07/19/86)  107.2    (m)          352.     (f) VERT ANG       
 CQ3156
 CQ3156.Superseded values are not recommended for survey control.
 CQ3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3156.See file dsdata.txt to determine how the superseded data were derived.
 CQ3156
 CQ3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4266443439(NAD 83)
 CQ3156_MARKER: DD = SURVEY DISK
 CQ3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3156
 CQ3156  HISTORY     - Date     Condition        Report By
 CQ3156  HISTORY     - 1971     MONUMENTED       LADH
 CQ3156  HISTORY     - 19961214 GOOD             USPSQD
 CQ3156
 CQ3156                          STATION DESCRIPTION
 CQ3156
 CQ3156'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 CQ3156'THE STATION IS LOCATED 6 MILES EAST OF MANSFIELD, 2 MILES SOUTHWEST
 CQ3156'OF NABORTON AND 7 MILES NORTH-NORTHEAST OF OXFORD, IN THE SOUTHWEST
 CQ3156'1/4 OF SECTION 16, T12N, R12W, AND ON THE PROPERTY OWNED BY
 CQ3156'INTERNATIONAL PAPER COMPANY, ADDRESS ZWOLLE, LOUISIANA.
 CQ3156'
 CQ3156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 CQ3156'HIGHWAY 175 IN MANSFIELD ON THE EAST SIDE OF TOWN, DRIVE EAST ON
 CQ3156'U. S. HIGHWAY 84 FOR 5.3 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 CQ3156'522 ON THE RIGHT, TURN RIGHT ON STATE HIGHWAY 522 AND GO 1 MILE TO
 CQ3156'A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND GO
 CQ3156'SOUTH FOR 1.4 MILES TO THE STATION WHICH IS SET ON THE RIGHT NEAR
 CQ3156'AN ABANDONED OIL WELL.
 CQ3156'
 CQ3156'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ALONG THE
 CQ3156'GRAVEL ROAD FOR APPROXIMATELY 0.2 MILE.  THE MARK IS SET ON THE LEFT
 CQ3156'AND EAST OF THE ROAD NEAR A PINE TREE.
 CQ3156'
 CQ3156'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3156'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3156'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CQ3156'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ3156'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ3156'STAMPED EDITH 1971.  THE MARK IS 168 FEET SOUTH OF A VALVE ON AN
 CQ3156'OIL WELL, 100 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 0.34 MILE
 CQ3156'SOUTH-SOUTHWEST OF NABORS NO. 1 OIL WELL, AND 2 FEET
 CQ3156'WEST OF A METAL WITNESS POST AND SIGN.
 CQ3156'
 CQ3156'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3156'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3156'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ3156'STAMPED EDITH R. M. 1 1971.  IT IS 146 FEET SOUTH OF A VALVE ON AN
 CQ3156'OIL WELL, AND 85 FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 CQ3156'
 CQ3156'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3156'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3156'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ3156'STAMPED EDITH R. M. 2 1971.  IT IS 201 FEET SOUTH OF A VALVE ON AN
 CQ3156'OIL WELL, AND 54 FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 CQ3156'
 CQ3156'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3156'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3156'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ3156'STAMPED EDITH AZ. MK. 1971.  IT IS 84 FEET SOUTH OF A 6 INCH PINE
 CQ3156'TREE, 52 FEET EAST OF THE CENTER OF A GRAVEL ROAD, AND 3 FEET
 CQ3156'NORTH OF A METAL WITNESS POST AND SIGN.
 CQ3156'
 CQ3156'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ3156
 CQ3156                          STATION RECOVERY (1996)
 CQ3156
 CQ3156'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2819 ***********************************************************************
 BJ2819  DESIGNATION -  EDWARDS
 BJ2819  PID         -  BJ2819
 BJ2819  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2819  USGS QUAD   -  ROBERT (1974)
 BJ2819
 BJ2819                         *CURRENT SURVEY CONTROL
 BJ2819  ___________________________________________________________________
 BJ2819* NAD 83(1986)-  30 30 22.     (N)    090 21 36.     (W)     SCALED    
 BJ2819* NAVD 88     -         9.87   (+/-2cm)      32.4    (feet)  VERTCON   
 BJ2819  ___________________________________________________________________
 BJ2819  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ2819
 BJ2819  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2819
 BJ2819.The horizontal coordinates were scaled from a topographic map and have
 BJ2819.an estimated accuracy of +/- 6 seconds.
 BJ2819
 BJ2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2819.The vertical order pertains to the NGVD 29 superseded value.
 BJ2819
 BJ2819.The geoid height was determined by GEOID03.
 BJ2819
 BJ2819;                    North         East    Units  Estimated Accuracy
 BJ2819;SPC LA S     -   222,770.    1,093,430.      MT  (+/- 180 meters Scaled)
 BJ2819
 BJ2819                          SUPERSEDED SURVEY CONTROL
 BJ2819
 BJ2819  NGVD 29 (??/??/??)    9.872  (m)           32.39   (f) ADJUSTED    2 1
 BJ2819
 BJ2819.Superseded values are not recommended for survey control.
 BJ2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2819.See file dsdata.txt to determine how the superseded data were derived.
 BJ2819
 BJ2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP533778(NAD 83)
 BJ2819_MARKER: DS = TRIANGULATION STATION DISK
 BJ2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2819_SP_SET: CONCRETE POST
 BJ2819_STAMPING: EDWARDS 1970
 BJ2819_PROJECTION: FLUSH
 BJ2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2819+STABILITY: SURFACE MOTION
 BJ2819
 BJ2819  HISTORY     - Date     Condition        Report By
 BJ2819  HISTORY     - 1970     MONUMENTED       NGS
 BJ2819  HISTORY     - 1978     GOOD             USE
 BJ2819
 BJ2819                          STATION DESCRIPTION
 BJ2819
 BJ2819'DESCRIBED BY US ENGINEERS 1978
 BJ2819'1.5 MI SOUTH FROM ROBERT.
 BJ2819'1.5 MILES SOUTH ALONG STATE HIGHWAY 445 FROM THE JUNCTION OF U.S.
 BJ2819'HIGHWAY 190 AT ROBERT, ABOUT 7 MILES EAST OF HAMMOND ABOUT 0.15 MILE
 BJ2819'SOUTHEAST OF A CATTLE GUARD, 41 FT. SOUTHWEST OF THE CENTERLINE OF THE
 BJ2819'HIGHWAY 32 FT. NORTH NORTHWEST OF A 16 INCH PINE TREE, AND 3 FT.
 BJ2819'NORTHEAST OF A FENCE.
 BJ2819'THE MARK IS 3 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4315 ***********************************************************************
 BJ4315  DESIGNATION -  EDWARDS
 BJ4315  PID         -  BJ4315
 BJ4315  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4315  USGS QUAD   -  PONCHATOULA NE (1979)
 BJ4315
 BJ4315                         *CURRENT SURVEY CONTROL
 BJ4315  ___________________________________________________________________
 BJ4315* NAD 83(1992)-  30 29 06.71563(N)    090 20 14.92329(W)     ADJUSTED  
 BJ4315* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 BJ4315  ___________________________________________________________________
 BJ4315  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4315  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ4315
 BJ4315  HORZ ORDER  -  FIRST
 BJ4315
 BJ4315.The horizontal coordinates were established by classical geodetic methods
 BJ4315.and adjusted by the National Geodetic Survey in January 1993..
 BJ4315
 BJ4315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4315
 BJ4315.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4315
 BJ4315.The geoid height was determined by GEOID03.
 BJ4315
 BJ4315;                    North         East     Units Scale Factor Converg.
 BJ4315;SPC LA S     -   220,465.980 1,095,610.550   MT  0.99996135   +0 29 52.6
 BJ4315;SPC LA S     -   723,312.14  3,594,515.61   sFT  0.99996135   +0 29 52.6
 BJ4315;UTM  15      - 3,375,565.297   755,580.591   MT  1.00040591   +1 21 05.3
 BJ4315
 BJ4315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4315!SPC LA S     -   1.00000268  x   0.99996135  =   0.99996403
 BJ4315!UTM  15      -   1.00000268  x   1.00040591  =   1.00040859
 BJ4315
 BJ4315:                Primary Azimuth Mark                     Grid Az
 BJ4315:SPC LA S     -  LORRAINE LOT                             067 40 14.5
 BJ4315:UTM  15      -  LORRAINE LOT                             066 49 01.8
 BJ4315
 BJ4315|---------------------------------------------------------------------|
 BJ4315| PID    Reference Object                     Distance      Geod. Az  |
 BJ4315|                                                           dddmmss.s |
 BJ4315| BJ4173 LORRAINE LOT                        APPROX. 6.2 KM 0681007.1 |
 BJ4315| CW1324 EDWARDS RM 1                         42.379 METERS 11755     |
 BJ4315| BJ4320 53H008                              APPROX. 0.5 KM 1480836.0 |
 BJ4315| CW1322 EDWARDS AZ MK                                      1490002.6 |
 BJ4315| CW1323 EDWARDS AZ MK 2                                    3305303.6 |
 BJ4315| CW1325 EDWARDS RM 2                         63.399 METERS 35103     |
 BJ4315|---------------------------------------------------------------------|
 BJ4315
 BJ4315                          SUPERSEDED SURVEY CONTROL
 BJ4315
 BJ4315  NAD 83(1986)-  30 29 06.73079(N)    090 20 14.92133(W) AD(       ) 1
 BJ4315  NAD 27      -  30 29 06.03852(N)    090 20 14.61532(W) AD(       ) 1
 BJ4315  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG       
 BJ4315
 BJ4315.Superseded values are not recommended for survey control.
 BJ4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4315.See file dsdata.txt to determine how the superseded data were derived.
 BJ4315
 BJ4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5558175565(NAD 83)
 BJ4315_MARKER: DS = TRIANGULATION STATION DISK
 BJ4315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4315+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 BJ4315
 BJ4315  HISTORY     - Date     Condition        Report By
 BJ4315  HISTORY     - 1970     MONUMENTED       NGS
 BJ4315  HISTORY     - 1972     GOOD             NGS
 BJ4315  HISTORY     - 1976     GOOD             NGS
 BJ4315  HISTORY     - 20060418 GOOD             NGS
 BJ4315
 BJ4315                          STATION DESCRIPTION
 BJ4315
 BJ4315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4315'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF HAMMOND, 7
 BJ4315'MILES NORTHEAST OF PONCHATOULA, 1.5 MILES SOUTH OF ROBERT.  IT IS IN
 BJ4315'THE NE 1/4 SECTION 39, T, 6 S., R. 9 E. AND ON LAND OWNED BY THE
 BJ4315'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4315'
 BJ4315'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ4315'HIGHWAY 445 IN ROBERT, ABOUT 7 MILES EAST OF HAMMOND, GO SOUTH ON
 BJ4315'STATE HIGHWAY 445 FOR 1.3 MILES TO A CATTLE GUARD, CONTINUE
 BJ4315'SOUTHEAST ON STATE HIGHWAY 445 FOR 0.15 MILE TO THE STATION ON THE
 BJ4315'RIGHT.  CONTINUE SOUTHEAST ON STATE HIGHWAY 445 FOR 0.6 MILE TO
 BJ4315'THE AZIMUTH MARK ON THE RIGHT.
 BJ4315'
 BJ4315'THE STATION MARK IS A STANDARD DISK, STAMPED EDWARDS 1970, SET IN
 BJ4315'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4315'WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTHWEST OF THE CENTERLINE
 BJ4315'OF STATE HIGHWAY 445, 32 FEET NORTH-NORTHWEST OF A 16-INCH PINE
 BJ4315'TREE AND 3 FEET NORTHEAST OF A FENCE AND METAL WITNESS POST.
 BJ4315'
 BJ4315'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EDWARDS NO 1 1970, SET
 BJ4315'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4315'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET NORTH-NORTHWEST
 BJ4315'OF A POWER POLE, 37 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 BJ4315'445 AND 2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 BJ4315'
 BJ4315'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDWARDS NO 2 1970, SET
 BJ4315'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4315'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET NORTHEAST OF THE
 BJ4315'CENTERLINE OF STATE HIGHWAY 445, 26 FEET SOUTH-SOUTHEAST OF A
 BJ4315'POWER POLE AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 BJ4315'
 BJ4315'AZIMUTH MARK IS A STANDARD DISK, STAMPED EDWARDS 1970, SET IN THE
 BJ4315'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4315'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET SOUTH-SOUTHWEST OF
 BJ4315'THE CENTERLINE OF STATE HIGHWAY 445, 33 FEET SOUTHEAST OF THE
 BJ4315'CENTER OF A GRAVELED DRIVEWAY, 18 FEET SOUTHEAST OF A FENCE
 BJ4315'CORNER, 3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND 3
 BJ4315'FEET NORTHEAST OF A FENCE.
 BJ4315'
 BJ4315'NO MEASUREMENT BETWEEN RM 1 AND RM 2 DUE TO BRUSH ON LINE.
 BJ4315'
 BJ4315'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 BJ4315
 BJ4315                          STATION RECOVERY (1972)
 BJ4315
 BJ4315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BJ4315'THE STATION WAS VISITED 1-3-72 AND ALL MARKS WERE FOUND IN GOOD
 BJ4315'CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE DUE TO
 BJ4315'ROAD CONSTRUCTION.  THE MARK WAS MOVED TO A NEW LOCATION IN A
 BJ4315'BRIDGE NORTH OF THE STATION.  THE DESCRIPTION FOR THE STATION AND
 BJ4315'REFERENCE MARKS ARE ADEQUATE.  A DESCRIPTION FOR THE NEW AZIMUTH
 BJ4315'MARK FOLLOWS--
 BJ4315'
 BJ4315'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION.  IT IS AN AZIMUTH
 BJ4315'MARK DISK STAMPED EDWARDS 1970 1972 SET IN A DRILL HOLE IN THE EAST
 BJ4315'ABUTMENT OF THE NORTH END OF A 260 FOOT CONCRETE BRIDGE ON STATE
 BJ4315'HIGHWAY 445.  IT IS 13 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 BJ4315'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 BJ4315'
 BJ4315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES ESE OF
 BJ4315'HAMMOND.
 BJ4315
 BJ4315                          STATION RECOVERY (1976)
 BJ4315
 BJ4315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RJT)
 BJ4315'THE STATION WAS VISITED 11-4-76 AND ALL MARKS WERE FOUND TO BE IN
 BJ4315'GOOD CONDITION.  THE 1972 DESCRIPTION IS ADEQUATE TO RECOVER THE
 BJ4315'MARKS.
 BJ4315'
 BJ4315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES EAST-
 BJ4315'SOUTHEAST OF HAMMOND.
 BJ4315
 BJ4315                          STATION RECOVERY (2006)
 BJ4315
 BJ4315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0767 ***********************************************************************
 CQ0767  DESIGNATION -  EE 127
 CQ0767  PID         -  CQ0767
 CQ0767  STATE/COUNTY-  LA/JACKSON
 CQ0767  USGS QUAD   -  CHATHAM (1982)
 CQ0767
 CQ0767                         *CURRENT SURVEY CONTROL
 CQ0767  ___________________________________________________________________
 CQ0767* NAD 83(1986)-  32 15 34.     (N)    092 26 42.     (W)     SCALED    
 CQ0767* NAVD 88     -        72.51   (+/-2cm)     237.9    (feet)  VERTCON   
 CQ0767  ___________________________________________________________________
 CQ0767  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0767
 CQ0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0767
 CQ0767.The horizontal coordinates were scaled from a topographic map and have
 CQ0767.an estimated accuracy of +/- 6 seconds.
 CQ0767
 CQ0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0767.The vertical order pertains to the NGVD 29 superseded value.
 CQ0767
 CQ0767.The geoid height was determined by GEOID03.
 CQ0767
 CQ0767;                    North         East    Units  Estimated Accuracy
 CQ0767;SPC LA N     -   195,080.    1,005,180.      MT  (+/- 180 meters Scaled)
 CQ0767
 CQ0767                          SUPERSEDED SURVEY CONTROL
 CQ0767
 CQ0767  NGVD 29 (??/??/??)   72.543  (m)          238.00   (f) ADJUSTED    2 0
 CQ0767
 CQ0767.Superseded values are not recommended for survey control.
 CQ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0767.See file dsdata.txt to determine how the superseded data were derived.
 CQ0767
 CQ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR522693(NAD 83)
 CQ0767_MARKER: DB = BENCH MARK DISK
 CQ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0767_STAMPING: EE 127 1949
 CQ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0767+STABILITY: SURFACE MOTION
 CQ0767
 CQ0767  HISTORY     - Date     Condition        Report By
 CQ0767  HISTORY     - 1949     MONUMENTED       CGS
 CQ0767  HISTORY     - 1965     GOOD             CGS
 CQ0767  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0767
 CQ0767                          STATION DESCRIPTION
 CQ0767
 CQ0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ0767'5.6 MI SE FROM CHATHAM.
 CQ0767'LOCATED 3.7 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE PEOPLES BANK
 CQ0767'IN CHATHAM, THENCE 1.9 MILES EAST ALONG WINDING WOODS ROAD TO A FORK,
 CQ0767'TURN LEFT AND GO ABOUT 100 YARDS TO THE MARK ON THE NORTH.  IT IS 15
 CQ0767'FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHEAST OF A
 CQ0767'14-INCH TRIANGULAR BLAZED PINE TREE, 1.5 FEET WEST OF A WOODEN WITNESS
 CQ0767'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CQ0767
 CQ0767                          STATION RECOVERY (1977)
 CQ0767
 CQ0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1735 ***********************************************************************
 BX1735  DESIGNATION -  EE 97
 BX1735  PID         -  BX1735
 BX1735  STATE/COUNTY-  LA/NATCHITOCHES
 BX1735  USGS QUAD   -  MONTGOMERY (1993)
 BX1735
 BX1735                         *CURRENT SURVEY CONTROL
 BX1735  ___________________________________________________________________
 BX1735* NAD 83(1986)-  31 39 19.     (N)    092 59 07.     (W)     SCALED    
 BX1735* NAVD 88     -        31.48   (+/-2cm)     103.3    (feet)  VERTCON   
 BX1735  ___________________________________________________________________
 BX1735  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX1735
 BX1735  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1735
 BX1735.The horizontal coordinates were scaled from a topographic map and have
 BX1735.an estimated accuracy of +/- 6 seconds.
 BX1735
 BX1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1735.The vertical order pertains to the NGVD 29 superseded value.
 BX1735
 BX1735.The geoid height was determined by GEOID03.
 BX1735
 BX1735;                    North         East    Units  Estimated Accuracy
 BX1735;SPC LA N     -   128,200.      953,980.      MT  (+/- 180 meters Scaled)
 BX1735
 BX1735                          SUPERSEDED SURVEY CONTROL
 BX1735
 BX1735  NGVD 29 (??/??/??)   31.507  (m)          103.37   (f) ADJUSTED    1 2
 BX1735
 BX1735.Superseded values are not recommended for survey control.
 BX1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1735.See file dsdata.txt to determine how the superseded data were derived.
 BX1735
 BX1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR013022(NAD 83)
 BX1735_MARKER: DB = BENCH MARK DISK
 BX1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1735_STAMPING: EE 97 1938
 BX1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1735+STABILITY: SURFACE MOTION
 BX1735
 BX1735  HISTORY     - Date     Condition        Report By
 BX1735  HISTORY     - 1938     MONUMENTED       CGS
 BX1735
 BX1735                          STATION DESCRIPTION
 BX1735
 BX1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1735'0.6 MI S FROM BERMUDA.
 BX1735'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 423 FROM THE EAST END OF THE
 BX1735'BRIDGE OVER CANE RIVER AT BERMUDA, NATCHITOCHES PARISH, THENCE ABOUT
 BX1735'0.9 MILE EAST ALONG STATE HIGHWAY 1173.  75 FEET NORTHEAST OF A LONE
 BX1735'30-INCH OAK TREE, 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10
 BX1735'FEET WEST OF THE NORTHWEST CORNER OF A DIPPING VAT, AND 3 FEET SOUTH
 BX1735'OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED EE 97 1938
 BX1735'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2835 ***********************************************************************
 BK2835  DESIGNATION -  EGAN
 BK2835  PID         -  BK2835
 BK2835  STATE/COUNTY-  LA/ACADIA
 BK2835  USGS QUAD   -  IOTA (1987)
 BK2835
 BK2835                         *CURRENT SURVEY CONTROL
 BK2835  ___________________________________________________________________
 BK2835* NAD 83(1992)-  30 15 14.97699(N)    092 29 54.09277(W)     ADJUSTED  
 BK2835* NAVD 88     -         8.45   (+/-2cm)      27.7  **(feet)  VERTCON   
 BK2835  **This station is located in a subsidence area (see below).
 BK2835  ___________________________________________________________________
 BK2835  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK2835  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2835
 BK2835  HORZ ORDER  -  FIRST
 BK2835  VERT ORDER  -  THIRD ? (See Below)
 BK2835
 BK2835.The horizontal coordinates were established by classical geodetic methods
 BK2835.and adjusted by the National Geodetic Survey in January 1993..
 BK2835
 BK2835 ** The orthometric height has not been validated since last determined
 BK2835 ** by differential leveling and should not be used for control purposes.
 BK2835 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2835 ** area with valid NAVD 88 orthometric heights.
 BK2835 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2835 ** epoch indicated which incorporates improved geoid heights for the
 BK2835 ** Southern Louisiana Subsidence area.
 BK2835 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2835.The vertical order pertains to the NGVD 29 superseded value.
 BK2835
 BK2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2835
 BK2835.The geoid height was determined by GEOID03.
 BK2835
 BK2835;                    North         East     Units Scale Factor Converg.
 BK2835;SPC LA S     -   195,009.173   887,887.709   MT  0.99993548   -0 34 57.1
 BK2835;SPC LA S     -   639,792.60  2,913,011.59   sFT  0.99993548   -0 34 57.1
 BK2835;UTM  15      - 3,347,055.357   548,258.646   MT  0.99962873   +0 15 09.9
 BK2835
 BK2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2835!SPC LA S     -   1.00000297  x   0.99993548  =   0.99993845
 BK2835!UTM  15      -   1.00000297  x   0.99962873  =   0.99963170
 BK2835
 BK2835:                Primary Azimuth Mark                     Grid Az
 BK2835:SPC LA S     -  IOTA MUNICIPAL TANK                      002 02 10.4
 BK2835:UTM  15      -  IOTA MUNICIPAL TANK                      001 12 03.4
 BK2835
 BK2835|---------------------------------------------------------------------|
 BK2835| PID    Reference Object                     Distance      Geod. Az  |
 BK2835|                                                           dddmmss.s |
 BK2835| BK2836 IOTA MUNICIPAL TANK                 APPROX. 8.6 KM 0012713.3 |
 BK2835| BK2834 IOTA CATHOLIC CHURCH SPIRE          APPROX. 7.2 KM 0045001.1 |
 BK2835| BK2840 EGAN RM 3                            27.604 METERS 01409     |
 BK2835| BK2837 MAXIE TV STA KLFY MAST              APPROX.13.8 KM 0564905.1 |
 BK2835| BK2783 RAYNE CITY WATER AND LT CO TK       APPROX.21.9 KM 0953515.4 |
 BK2835| BK2782 CROWLEY STANDARD RICE CO TANK       APPROX.14.3 KM 1081635.2 |
 BK2835| BK2781 CROWLEY MUNICIPAL STANDPIPE         APPROX.12.7 KM 1102004.8 |
 BK2835| BK2789 CROWLEY LOUISIANA RICE CO TANK      APPROX.13.1 KM 1133901.2 |
 BK2835| BK2812 CROWLEY MUTUAL RICE CO TANK         APPROX.12.8 KM 1151119.6 |
 BK2835| BK2813 ROLLER CANAL PUMPING STA STACK      APPROX. 9.6 KM 1195026.6 |
 BK2835| CW1327 EGAN RM 1                            78.829 METERS 21050     |
 BK2835| CW1329 EGAN RM 4                            38.195 METERS 26725     |
 BK2835| CW1328 EGAN RM 2                            50.694 METERS 32547     |
 BK2835| BK0779 EGAN AZ MK                                         3313138.5 |
 BK2835|---------------------------------------------------------------------|
 BK2835
 BK2835                          SUPERSEDED SURVEY CONTROL
 BK2835
 BK2835  NAD 83(1986)-  30 15 14.99660(N)    092 29 54.08695(W) AD(       ) 1
 BK2835  NAD 27      -  30 15 14.26034(N)    092 29 53.59876(W) AD(       ) 1
 BK2835  NGVD 29 (07/19/86)    8.43   (m)           27.7    (f) LEVELING    3  
 BK2835
 BK2835.Superseded values are not recommended for survey control.
 BK2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2835.See file dsdata.txt to determine how the superseded data were derived.
 BK2835
 BK2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4825947055(NAD 83)
 BK2835_MARKER: DS = TRIANGULATION STATION DISK
 BK2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2835
 BK2835  HISTORY     - Date     Condition        Report By
 BK2835  HISTORY     - 1934     MONUMENTED       CGS
 BK2835  HISTORY     - 1936     GOOD             LAGS
 BK2835  HISTORY     - 1936     GOOD             LAGS
 BK2835  HISTORY     - 1965     GOOD             CGS
 BK2835  HISTORY     - 1972     GOOD             LADH
 BK2835  HISTORY     - 1972     GOOD             LADH
 BK2835  HISTORY     - 1974     GOOD             NGS
 BK2835
 BK2835                          STATION DESCRIPTION
 BK2835
 BK2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2835'STATION IS LOCATED ABOUT 8 MILES NW OF CROWLEY, 1-1/4 MILES N
 BK2835'OF EGAN.  ON THE NE 1/4 SEC. 19, T 9 S, R 1 W, ON LAND OWNED BY
 BK2835'D.E. LEGER OF EGAN AND OCCUPIED BY F. DUNCAN.  MARK IS ABOUT
 BK2835'100 FEET W OF HIGHWAY BRIDGE OVER CANAL IN THE NE CORNER OF A
 BK2835'SMALL PASTURE N OF MR. DUNCANS HOUSE, 15 FEET NE OF LINE OF N ROW
 BK2835'OF TREES, 12 FEET N OF FENCE.
 BK2835'
 BK2835'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BK2835'BRONZE DISKS SET IN CONCRETE.
 BK2835'
 BK2835'REFERENCE MARK NO. 1 IS SW OF STATION 78.830 METERS (258.63
 BK2835'FEET), 9 METERS N OF CANAL, AND 10 METERS S OF FENCE.
 BK2835'
 BK2835'REFERENCE MARK NO. 2 IS NW OF STATION 50.727 METERS (166.43
 BK2835'FEET), 150 FEET E OF MR. DUNCANS HOUSE, IN SMALL PASTURE.
 BK2835'
 BK2835'AZIMUTH MARK IS NW OF STATION 1.2 MILES ON N SIDE OF GRAVELED
 BK2835'ROAD LEADING TO JENNINGS 7 FEET FROM E RAIL OF RAILROAD, 20
 BK2835'FEET FROM CENTER LINE OF GRAVELED ROAD.
 BK2835'
 BK2835'TO REACH FROM GROWLEY--TAKE STATE HIGHWAY 26 N FROM COURTHOUSE
 BK2835'1.5 MILES TO A GRAVELED ROAD LEADING W, FOLLOW THIS ROAD
 BK2835'7.0 MILES TO EGAN, THEN N ON GRAVELED ROAD 1-1/2 MILES TO
 BK2835'STATION.
 BK2835'
 BK2835'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK2835
 BK2835                          STATION RECOVERY (1936)
 BK2835
 BK2835'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2835'THE MARK WAS FOUND TO BE IN GOOD CONDITION AND DESCRIPTION IS
 BK2835'CORRECT.
 BK2835
 BK2835                          STATION RECOVERY (1936)
 BK2835
 BK2835'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2835'STATION FOUND IN GOOD CONDITION.  SAME DESCRIPTION STILL APPLIES.
 BK2835
 BK2835                          STATION RECOVERY (1965)
 BK2835
 BK2835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 BK2835'STATION IS LOCATED ABOUT 8 MILES N/W CROWLEY, 1-1/4 MILES
 BK2835'NORTH OF EGAN.  DESCRIPTION OF 1934 ADEQUATE.
 BK2835'
 BK2835'SURFACE, UNDERGROUND REFERENCE, AND AZIMUTH MARKS ARE STILL
 BK2835'IN GOOD CONDITION.
 BK2835'
 BK2835'STATION EGAN IS ABOUT 100 FEET W OF HIGHWAY BRIDGE OVER CANAL
 BK2835'IN PASTURE ABOUT FIVE FEET N/W OF FENCE.
 BK2835'
 BK2835'REFERENCE MARK NO. 1 IS S/W OF STATION 258.63 FEET, ABOUT 30N OF A
 BK2835'CANAL, AND 10 FEET SOUTH OF CENTERLINE OF GRAVEL ROAD.
 BK2835'
 BK2835'REFERENCE MARK NO. 2 IS N.W. OF STATION 166.42 FEET, 150 FEET
 BK2835'E OF HOUSE.  STATION AND MARK IN PASTURE.
 BK2835'
 BK2835'AZIMUTH MARK IS N/W OF STATION 1.2 MILES ON N. SIDE OF ASPHALT
 BK2835'ROAD LEADING TO JENNINGS, 7 FEET FROM E RAIL ON RAILROAD, 20
 BK2835'FEET FROM CENTERLINE OF ASPHALT ROAD.
 BK2835
 BK2835                          STATION RECOVERY (1972)
 BK2835
 BK2835'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 BK2835'THE STATION WAS VISITED AUGUST 14, 1972, AND THE STATION MARK
 BK2835'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BK2835'FOLLOWS--
 BK2835'
 BK2835'THE STATION IS LOCATED 8 MILES NORTHWEST OF CROWLEY AND 1.25
 BK2835'MILES NORTH OF EGAN, IN THE NORTHEAST QUARTER OF SECTION 19,
 BK2835'T9S, R1W, AND ON PROPERTY OWNED BY MR. D.E. LEGER, EGAN, LA.
 BK2835'IT IS 110 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 91,
 BK2835'100 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE ON STATE
 BK2835'HIGHWAY 91 OVER A CANAL, 100 FEET NORTHEAST OF THE NORTHEAST
 BK2835'CORNER OF A FRAME HOUSE, 15 FEET NORTHWEST OF THE CENTER OF A
 BK2835'GRAVEL ROAD, 5 FEET SOUTHWEST OF A PIPE CATTLE GUARD, AND 3
 BK2835'FEET NORTHWEST OF A BARBED WIRE FENCE.
 BK2835'
 BK2835'IT IS A STANDARD TRIANGULATION DISK, STAMPED EGAN 1934, FLUSH
 BK2835'WITH THE SURFACE.
 BK2835'
 BK2835'REFERENCE MARK NO. 1 IS 258.62 FEET SOUTHWEST OF THE STATION.  IT
 BK2835'IS 30 FEET SOUTHEAST OF A POWER POLE, 10 FEET NORTHWEST OF A
 BK2835'RICE CANAL, 10 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD,
 BK2835'AND SET AT THE TOE OF A LEVEE ON THE WEST SIDE OF THE RICE CANAL.
 BK2835'REFERENCE MARK NO. 1 HAS BEEN DAMAGED BY MOWING MACHINES, AND
 BK2835'NEEDS TO BE LOWERED.  IT IS A STANDARD DISK, STAMPED EGAN NO.
 BK2835'1 1934, PROJECTING 10 INCHES.
 BK2835'
 BK2835'REFERENCE MARK NO. 2 IS 166.44 FEET NORTHWEST OF THE STATION.
 BK2835'IT IS 50 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BARN,
 BK2835'30 FEET SOUTH OF A FENCE, AND SET IN A SMALL PASTURE IN FRONT OF
 BK2835'A RED BARN.  REFERENCE MARK NO. 2 HAS BEEN DAMAGED BY A DISK.
 BK2835'THE MARK IS LEANING SLIGHTLY TO THE WEST.  IT IS A STANDARD
 BK2835'REFERENCE MARK DISK STAMPED EGAN NO. 2 1934 PROJECTING 6 INCHES.
 BK2835'
 BK2835'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 361.81
 BK2835'FEET.
 BK2835'
 BK2835'THE AZIMUTH MARK IS 1.2 MILE NORTHWEST OF THE STATION.  IT IS
 BK2835'SET IN THE NORTHEAST QUADRANT OF A RAILROAD CROSSING ON STATE
 BK2835'HIGHWAY 100, 20 FEET NORTH OF THE CENTER OF THE HIGHWAY, 7
 BK2835'FEET EAST OF THE EAST RAIL ON THE SOUTHERN PACIFIC RAILROAD,
 BK2835'ABOUT 2 FEET LOWER THAN THE RAIL.  IT IS A STANDARD AZIMUTH
 BK2835'MARK DISK, STAMPED EGAN 1934, PROJECTING 6 INCHES.
 BK2835
 BK2835                          STATION RECOVERY (1972)
 BK2835
 BK2835'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 BK2835'TO REACH THE STATION FROM THE COURT HOUSE IN CROWLEY, DRIVE
 BK2835'NORTH ALONG STATE HIGHWAY 13 FOR 1.5 MILES TO THE INTERSTATE
 BK2835'10 INTERCHANGE, GO WEST ALONG INTERSTATE 10 FOR 9 MILES TO
 BK2835'THE ESTERWOOD INTERCHANGE ON STATE HIGHWAY 100, GO NORTH AND
 BK2835'EAST ON STATE HIGHWAY 100 FOR 1.3 MILES TO EGAN, LA., TURN
 BK2835'LEFT AND CONTINUE NORTH ON STATE HIGHWAY 100 FOR 1.25 MILES TO
 BK2835'THE INTERSECTION WITH STATE HIGHWAY 91 AT A CANAL BRIDGE.  THE
 BK2835'STATION IS SET NORTHWEST OF THIS BRIDGE IN A PASTURE NEAR A
 BK2835'CATTLE GUARD.
 BK2835'
 BK2835'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG
 BK2835'STATE HIGHWAY 91 AND 100 FOR 1.3 MILES TO A BLACK TOP ON THE
 BK2835'LEFT (HIGHWAY 100), TURN LEFT AND GO WEST FOR 0.4 MILE TO A
 BK2835'RAILROAD CROSSING AND THE MARK WHICH IS SET ON THE RIGHT AND
 BK2835'NORTH OF THE HIGHWAY NEAR THE RAILROAD CROSSING AND THE
 BK2835'RAILROAD CROSSING SIGN.
 BK2835
 BK2835                          STATION RECOVERY (1974)
 BK2835
 BK2835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2835'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 BK2835'REFERENCE MARK 1 WAS FOUND DESTROYED.  REFERENCE MARK 2 WAS
 BK2835'RECOVERED BUT IT HAD BEEN HIT AND WILL BE DESTROYED AFTER
 BK2835'OCCUPATION OF STATION.  THE DISTANCE TO REFERENCE MARK 2 WAS
 BK2835'FOUND SHORTER BY 0.033 METERS AND THE ANGLE FROM THE AZIMUTH
 BK2835'MARK TO REFERENCE MARK 2 WAS MISSED BY 01 MINUTE AND 44 SECONDS.
 BK2835'A NEW REFERENCE MARK 3 AND 4 WAS ESTABLISHED AT THIS TIME.
 BK2835'DUE TO THE LOCATION OF THE STATION, REFERENCE MARK 3 WAS
 BK2835'BUILT OVER AND OCCUPIED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK2835'
 BK2835'STATION IS ABOUT 10 MILES NORTHEAST OF JENNINGS, 8 MILES
 BK2835'WEST-NORTHWEST OF CROWLEY, 5 MILES SOUTH OF IOTA, 1-1/2 MILES
 BK2835'NORTH OF EGAN, ALONG THE WEST SIDE OF STATE HIGHWAY 91 AND 100,
 BK2835'110 FEET WEST-NORTHWEST OF CENTER OF A SMALL BRIDGE OVER A
 BK2835'CANAL AND ON PROPERTY OWNED BY MR. CHARLES REGAN WHO LIVES
 BK2835'AT THE STATION SITE.  MR. REGANS ADDRESS IS ROUTE 1 BOX 174,
 BK2835'IOTA, LOUISIANA.  PHONE NUMBER 783-4236.
 BK2835'
 BK2835'TO REACH THE STATION FROM THE POST OFFICE IN EGAN, GO NORTH ON
 BK2835'STATE HIGHWAY 91 AND 100 FOR 1.3 MILES TO A CROSSROAD.  TURN
 BK2835'LEFT AND GO NORTH ON HIGHWAY 91 AND 100, CROSSING A CANAL,
 BK2835'FOR 0.05 MILE TO A SIDE ROAD LEFT AND THE STATION ON THE LEFT
 BK2835'AS DESCRIBED.
 BK2835'
 BK2835'STATION MARK, STAMPED EGAN 1934, IS A STANDARD DISK SET IN A
 BK2835'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE 1934 DESCRIPTION
 BK2835'STATES THAT THERE IS AN UNDERGROUND MARK.  THEY ARE 118 FEET
 BK2835'NORTHEAST OF THE NORTHEAST CORNER OF MR. REGANS HOUSE, 110 FEET
 BK2835'WEST-NORTHWEST OF CENTER OF A SMALL BRIDGE OVER A CANAL, 105
 BK2835'FEET WEST OF CENTER OF THE HIGHWAY, 30 FEET NORTHWEST OF CENTER
 BK2835'OF A GRAVELED ROAD, 16 FEET SOUTHWEST OF CENTER OF A CATTLE
 BK2835'GUARD AND 4.5 FEET NORTHWEST OF A METAL WITNESS POST.
 BK2835'
 BK2835'REFERENCE MARK 3, STAMPED EGAN 1934 NO 3 1974, IS A STANDARD
 BK2835'DISK SET IN A ROUND CONCRETE POST WHICH IS ABOUT 12 INCHES
 BK2835'BELOW THE GROUND SURFACE.  THERE IS AN UNDERGROUND MARK SET IN
 BK2835'AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 BK2835'SURFACE.  THEY ARE 192 FEET EAST OF THE SOUTHEAST CORNER
 BK2835'OF A LARGE BARN, 147 FEET NORTHWEST OF CENTER OF THE BRIDGE OVER
 BK2835'THE CANAL, 113 FEET SOUTH OF A FENCE LINE AND LEVEE OF A SMALL
 BK2835'IRRIGATION DITCH, 80 FEET WEST OF CENTER OF THE HIGHWAY AND
 BK2835'79 FEET NORTH OF CENTER OF THE CATTLE GUARD.
 BK2835'
 BK2835'REFERENCE MARK 4, STAMPED EGAN 1934 NO 4 1974, IS A STANDARD
 BK2835'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BK2835'IT IS 230 FEET WEST OF CENTER OF THE HIGHWAY, 138 FEET WEST
 BK2835'OF CENTER OF THE CATTLE GUARD, 30 FEET NORTH OF THE NORTHWEST
 BK2835'CORNER OF THE HOUSE, 2 FEET NORTHWEST OF A METAL WITNESS POST AND
 BK2835'2 FEET EAST OF A FENCE CORNER.
 BK2835'
 BK2835'AZIMUTH MARK, STAMPED AZI EGAN 1934, IS A STANDARD REFERENCE
 BK2835'MARK DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 BK2835'12 INCHES ABOVE THE GROUND.  IT IS 18.5 FEET NORTH OF CENTER
 BK2835'OF STATE HIGHWAY 100, 7.5 FEET EAST OF THE EAST RAIL OF A RAILROAD
 BK2835'TRACK AND 3 FEET NORTHWEST OF A METAL WITNESS POST.
 BK2835'
 BK2835'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 BK2835'HIGHWAY 91 AND 100 FOR 0.95 MILE TO WHERE HIGHWAY 100 TURNS
 BK2835'LEFT.  TURN LEFT AND GO WEST ON HIGHWAY 100 FOR 0.5 MILE TO A
 BK2835'RAILROAD CROSSING AND THE MARK ON THE RIGHT AS DESCRIBED.
 BK2835'
 BK2835'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK2835'
 BK2835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 BK2835'NORTH OF EGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2840 ***********************************************************************
 BK2840  DESIGNATION -  EGAN RM 3
 BK2840  PID         -  BK2840
 BK2840  STATE/COUNTY-  LA/ACADIA
 BK2840  USGS QUAD   -  IOTA (1987)
 BK2840
 BK2840                         *CURRENT SURVEY CONTROL
 BK2840  ___________________________________________________________________
 BK2840* NAD 83(1992)-  30 15 15.84620(N)    092 29 53.84022(W)     ADJUSTED  
 BK2840* NAVD 88     -         8.04   (+/-2cm)      26.4  **(feet)  VERTCON   
 BK2840  **This station is located in a subsidence area (see below).
 BK2840  ___________________________________________________________________
 BK2840  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK2840  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2840
 BK2840  HORZ ORDER  -  FIRST
 BK2840  VERT ORDER  -  THIRD ? (See Below)
 BK2840
 BK2840.The horizontal coordinates were established by classical geodetic methods
 BK2840.and adjusted by the National Geodetic Survey in January 1993..
 BK2840
 BK2840 ** The orthometric height has not been validated since last determined
 BK2840 ** by differential leveling and should not be used for control purposes.
 BK2840 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2840 ** area with valid NAVD 88 orthometric heights.
 BK2840 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2840 ** epoch indicated which incorporates improved geoid heights for the
 BK2840 ** Southern Louisiana Subsidence area.
 BK2840 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2840.The vertical order pertains to the NGVD 29 superseded value.
 BK2840
 BK2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2840
 BK2840.The geoid height was determined by GEOID03.
 BK2840
 BK2840;                    North         East     Units Scale Factor Converg.
 BK2840;SPC LA S     -   195,035.868   887,894.732   MT  0.99993550   -0 34 57.0
 BK2840;SPC LA S     -   639,880.18  2,913,034.63   sFT  0.99993550   -0 34 57.0
 BK2840;UTM  15      - 3,347,082.143   548,265.277   MT  0.99962874   +0 15 10.0
 BK2840
 BK2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2840!SPC LA S     -   1.00000304  x   0.99993550  =   0.99993854
 BK2840!UTM  15      -   1.00000304  x   0.99962874  =   0.99963178
 BK2840
 BK2840:                Primary Azimuth Mark                     Grid Az
 BK2840:SPC LA S     -  IOTA MUNICIPAL TANK                      001 59 44.0
 BK2840:UTM  15      -  IOTA MUNICIPAL TANK                      001 09 37.0
 BK2840
 BK2840|---------------------------------------------------------------------|
 BK2840| PID    Reference Object                     Distance      Geod. Az  |
 BK2840|                                                           dddmmss.s |
 BK2840| BK2836 IOTA MUNICIPAL TANK                 APPROX. 8.5 KM 0012447.0 |
 BK2840| BK2837 MAXIE TV STA KLFY MAST              APPROX.13.8 KM 0565344.4 |
 BK2840| BK2835 EGAN                                 27.604 METERS 19409     |
 BK2840| CW1329 EGAN RM 4                            53.185 METERS 23736     |
 BK2840| BK2908 JENNINGS UNI VIDEO MICROWAVE        APPROX.13.5 KM 2601545.6 |
 BK2840| BK2911 JENNINGS N MUNICIPAL TANK           APPROX.15.4 KM 2611552.1 |
 BK2840| BK2909 JENNINGS GULF STATES MICROWAVE      APPROX.14.5 KM 2615733.1 |
 BK2840| BK0779 EGAN AZ MK                                         3305406.7 |
 BK2840|---------------------------------------------------------------------|
 BK2840
 BK2840                          SUPERSEDED SURVEY CONTROL
 BK2840
 BK2840  NAD 83(1986)-  30 15 15.86596(N)    092 29 53.83436(W) AD(       ) 1
 BK2840  NAD 27      -  30 15 15.12956(N)    092 29 53.34619(W) AD(       ) 1
 BK2840  NGVD 29 (07/19/86)    8.02   (m)           26.3    (f) LEVELING    3  
 BK2840
 BK2840.Superseded values are not recommended for survey control.
 BK2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2840.See file dsdata.txt to determine how the superseded data were derived.
 BK2840
 BK2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4826547082(NAD 83)
 BK2840_MARKER: DR = REFERENCE MARK DISK
 BK2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2840
 BK2840  HISTORY     - Date     Condition        Report By
 BK2840  HISTORY     - 1974     MONUMENTED       NGS
 BK2840  HISTORY     - 20060514 MARK NOT FOUND   NGS
 BK2840
 BK2840                          STATION DESCRIPTION
 BK2840
 BK2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2840'STATION IS ABOUT 10 MILES NORTHEAST OF JENNINGS, 8 MILES WEST-NORTH-
 BK2840'WEST OF CROWLEY, 5 MILES SOUTH OF IOTA, 1-1/2 MILES NORTH OF EGAN,
 BK2840'ALONG THE WEST SIDE OF STATE HIGHWAY 91 AND 100, 150 FEET NORTHWEST
 BK2840'OF CENTER OF A SMALL BRIDGE OVER A CANAL AND ON PROPERTY OWNED BY
 BK2840'MR. CHARLES REGAN WHO LIVES AT THE STATION SITE.  MR. REGANS
 BK2840'ADDRESS IS ROUTE 1 BOX 174, IOTA, LOUISIANA.  PHONE NUMBER
 BK2840'783-4236.
 BK2840'
 BK2840'TO REACH THE STATION FROM THE POST OFFICE IN EGAN, GO NORTH ON STATE
 BK2840'HIGHWAY 91 AND 100 FOR 1.3 MILES TO A CROSSROAD.  TURN LEFT AND GO
 BK2840'NORTH ON HIGHWAY 91 AND 100, CROSSING A CANAL, FOR 0.05 MILE TO A
 BK2840'SIDE ROAD LEFT AND STATION ON THE LEFT AS DESCRIBED.
 BK2840'
 BK2840'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED EGAN 1934
 BK2840'NO 3 1974.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH
 BK2840'IS ABOUT 12 INCHES BELOW THE GROUND AND THE UNDERGROUND MARK IS SET
 BK2840'IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 BK2840'SURFACE.  THEY ARE 192 FEET EAST OF THE SOUTHEAST CORNER OF A
 BK2840'LARGE BARN, 147 FEET NORTHWEST OF CENTER OF THE BRIDGE OVER THE
 BK2840'CANAL, 113 FEET SOUTH OF A FENCE LINE AND LEVEE OF A SMALL
 BK2840'IRRIGATION DITCH, 80 FEET WEST OF CENTER OF HIGHWAY 91 AND 100
 BK2840'AND 79 FEET NORTH OF CENTER OF A CATTLE GUARD.
 BK2840'
 BK2840'EGAN, STAMPED EGAN 1934, IS A STANDARD STATION MARK DISK SET IN A
 BK2840'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE 1934 DESCRIPTION
 BK2840'STATES THAT THERE IS AN UNDERGROUND MARK.  THEY ARE 118 FEET
 BK2840'NORTHEAST OF THE NORTHEAST CORNER OF MR. REGANS HOUSE, 110 FEET
 BK2840'WEST-NORTHWEST OF CENTER OF THE BRIDGE, 105 FEET WEST OF CENTER OF
 BK2840'THE HIGHWAY, 30 FEET NORTHWEST OF CENTER OF A GRAVELED ROAD, 16
 BK2840'FEET SOUTHWEST OF CENTER OF THE CATTLE GUARD AND 4.5 FEET
 BK2840'NORTHWEST OF A METAL WITNESS POST.
 BK2840'
 BK2840'REFERENCE MARK 4 STAMPED EGAN 1934 NO 4 1974, IS A STANDARD DISK SET
 BK2840'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 230 FEET WEST
 BK2840'OF CENTER OF THE HIGHWAY, 138 FEET WEST OF CENTER OF THE CATTLE
 BK2840'GUARD, 30 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 2 FEET
 BK2840'NORTHWEST OF A METAL WITNESS POST AND 2 FEET EAST OF A FENCE
 BK2840'CORNER.
 BK2840'
 BK2840'AZIMUTH MARK, STAMPED AZI EGAN 1934, IS A STANDARD REFERENCE MARK
 BK2840'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES
 BK2840'ABOVE THE GROUND.  IT IS 18.5 FEET NORTH OF CENTER OF STATE HIGHWAY
 BK2840'100, 7.5 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK AND 3 FEET
 BK2840'NORTHWEST OF A METAL WITNESS POST.
 BK2840'
 BK2840'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 BK2840'HIGHWAY 91 AND 100 FOR 0.95 MILE TO WHERE HIGHWAY 100 TURNS LEFT.
 BK2840'TRUN LEFT AND GO WEST ON HIGHWAY 100 FOR 0.5 MILE TO A RAILROAD
 BK2840'CROSSING AND THE MARK ON THE RIGHT AS DESCRIBED.
 BK2840'
 BK2840'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 BK2840'
 BK2840'NEAREST TOWN--EGAN.
 BK2840'
 BK2840'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS.
 BK2840
 BK2840                          STATION RECOVERY (2006)
 BK2840
 BK2840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK2840'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3022 ***********************************************************************
 CP3022  DESIGNATION -  EGYPT
 CP3022  PID         -  CP3022
 CP3022  STATE/COUNTY-  LA/RICHLAND
 CP3022  USGS QUAD   -  LIDDIEVILLE (1983)
 CP3022
 CP3022                         *CURRENT SURVEY CONTROL
 CP3022  ___________________________________________________________________
 CP3022* NAD 83(1992)-  32 14 25.21571(N)    091 50 58.78114(W)     ADJUSTED  
 CP3022* NAVD 88     -        20.2    (meters)      66.     (feet)  VERTCON   
 CP3022  ___________________________________________________________________
 CP3022  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CP3022  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3022
 CP3022  HORZ ORDER  -  FIRST
 CP3022
 CP3022.The horizontal coordinates were established by classical geodetic methods
 CP3022.and adjusted by the National Geodetic Survey in January 1993..
 CP3022
 CP3022.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3022
 CP3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3022
 CP3022.The geoid height was determined by GEOID03.
 CP3022
 CP3022;                    North         East     Units Scale Factor Converg.
 CP3022;SPC LA N     -   193,145.018 1,061,287.071   MT  0.99993054   +0 20 37.8
 CP3022;SPC LA N     -   633,676.61  3,481,906.00   sFT  0.99993054   +0 20 37.8
 CP3022;UTM  15      - 3,567,656.246   608,374.405   MT  0.99974484   +0 36 49.4
 CP3022
 CP3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3022!SPC LA N     -   1.00000093  x   0.99993054  =   0.99993147
 CP3022!UTM  15      -   1.00000093  x   0.99974484  =   0.99974577
 CP3022
 CP3022|---------------------------------------------------------------------|
 CP3022| PID    Reference Object                     Distance      Geod. Az  |
 CP3022|                                                           dddmmss.s |
 CP3022| CY3510 EGYPT RM 1                           34.104 METERS 03924     |
 CP3022| CP3061 MANGHAM MUNICIPAL TANK              APPROX.10.3 KM 0400053.6 |
 CP3022| CP3015 BASKIN GAS CO MICROWV KKE 69        APPROX.10.7 KM 0863956.8 |
 CP3022| CY3511 EGYPT RM 2                           28.320 METERS 29748     |
 CP3022| CY3509 EGYPT AZ MK                                        3440447.5 |
 CP3022| CP3063 MANGHAM ATT MICROWAVE KGP 66        APPROX. 8.3 KM 3472314.8 |
 CP3022|---------------------------------------------------------------------|
 CP3022
 CP3022                          SUPERSEDED SURVEY CONTROL
 CP3022
 CP3022  NAD 83(1986)-  32 14 25.22940(N)    091 50 58.77394(W) AD(       ) 1
 CP3022  NAD 27      -  32 14 24.68695(N)    091 50 58.31108(W) AD(       ) 1
 CP3022  NGVD 29 (07/19/86)   20.2    (m)           66.     (f) VERT ANG       
 CP3022
 CP3022.Superseded values are not recommended for survey control.
 CP3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3022.See file dsdata.txt to determine how the superseded data were derived.
 CP3022
 CP3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0837467656(NAD 83)
 CP3022_MARKER: DS = TRIANGULATION STATION DISK
 CP3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3022
 CP3022  HISTORY     - Date     Condition        Report By
 CP3022  HISTORY     - 1971     MONUMENTED       NGS
 CP3022
 CP3022                          STATION DESCRIPTION
 CP3022
 CP3022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3022'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF LIDDIEVILLE, 6
 CP3022'MILES SOUTHWEST OF MANGHAM, 5 MILES SOUTHEAST OF CHARLIEVILLE
 CP3022'AND 4 MILES SOUTHWEST OF NEW LIGHT.  IT IS IN THE SOUTHWEST
 CP3022'1/4 SECTION OF 34, T 15 N, R 6 E AND IN THE SOUTHWEST ANGLE OF
 CP3022'STATE HIGHWAYS 135 AND 576 AND ON RIGHT-OF-WAY OF THE STATE
 CP3022'HIGHWAY WHOS ADDRESS IS.  LOUISIANA HIGHWAY DEPT. FRANKLIN
 CP3022'PARISH, CHASE, LOUISIANA.
 CP3022'
 CP3022'TO REACH THE STATION FROM THE POST OFFICE IN ALTO, GO
 CP3022'SOUTHEAST ON STATE HIGHWAY 15 FOR 0.1 MILE TO THE JUNCTION
 CP3022'WITH STATE HIGHWAY 135, TAKE RIGHT FORK AND GO SOUTH ON STATE
 CP3022'HIGHWAY 135 FOR 2.7 MILES TO THE JUNCTION WITH STATE HIGHWAY
 CP3022'132.  CONTINUE SOUTH ON STATE HIGHWAY 135 FOR 6 MILES TO THE
 CP3022'AZIMUTH MARK ON THE LEFT, EAST SIDE OF ROAD.  CONTINUE
 CP3022'SOUTHERLY ON STATE HIGHWAY 135 FOR 0.25 MILE TO THE STATION,
 CP3022'AS DESCRIBED.
 CP3022'
 CP3022'STATION MARKS ARE STANDARD DISKS STAMPED EGYPT 1971.  THE
 CP3022'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3022'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CP3022'181 FEET SOUTH OF THE CENTER OF THE JUNCTION OF STATE HIGHWAYS
 CP3022'135 AND 576, 61.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 CP3022'135, 54 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 576,
 CP3022'28 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN
 CP3022'ATTACHED AND 27.5 FEET NORTHEAST OF FENCE CORNER.  THE
 CP3022'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3022'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3022'
 CP3022'REFERENCE MARK 1, A STANDARD DISK STAMPED EGYPT NO 1 1971,
 CP3022'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3022'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 122 FEET
 CP3022'SOUTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 135
 CP3022'AND 576, 40 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 CP3022'135, 19 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF FIELD
 CP3022'ROAD AND 1 FOOT SOUTHWEST OF FENCE.
 CP3022'
 CP3022'REFERENCE MARK 2, A STANDARD DISK STAMPED EGYPT NO 2 1971, IS
 CP3022'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3022'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 158 FEET
 CP3022'SOUTHWEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 135
 CP3022'AND 576, 88 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF STORE,
 CP3022'38 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 576 AND 14
 CP3022'FEET SOUTH-SOUTHEAST OF A 14 INCH OAK TREE.
 CP3022'
 CP3022'THE AZIMUTH MARK, A STANDARD DISK STAMPED EGYPT 1971, IS SET
 CP3022'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3022'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET
 CP3022'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 135, 29 FEET
 CP3022'SOUTH-SOUTHEAST OF TOMB-STONE AND 2 FEET SOUTHWEST OF METAL
 CP3022'WITNESS POST WITH SIGN ATTACHED.
 CP3022'
 CP3022'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3308 ***********************************************************************
 CQ3308  DESIGNATION -  EGYPT
 CQ3308  PID         -  CQ3308
 CQ3308  STATE/COUNTY-  LA/BOSSIER
 CQ3308  USGS QUAD   -  GILLIAM (1971)
 CQ3308
 CQ3308                         *CURRENT SURVEY CONTROL
 CQ3308  ___________________________________________________________________
 CQ3308* NAD 83(1992)-  32 49 08.13089(N)    093 45 45.54147(W)     ADJUSTED  
 CQ3308* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 CQ3308  ___________________________________________________________________
 CQ3308  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CQ3308  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CQ3308
 CQ3308  HORZ ORDER  -  SECOND
 CQ3308
 CQ3308.The horizontal coordinates were established by classical geodetic methods
 CQ3308.and adjusted by the National Geodetic Survey in September 1999..
 CQ3308
 CQ3308.The orthometric height was scaled from a topographic map.
 CQ3308
 CQ3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3308
 CQ3308.The geoid height was determined by GEOID03.
 CQ3308
 CQ3308;                    North         East     Units Scale Factor Converg.
 CQ3308;SPC LA N     -   257,811.526   881,758.969   MT  1.00003826   -0 40 03.2
 CQ3308;SPC LA N     -   845,836.65  2,892,904.22   sFT  1.00003826   -0 40 03.2
 CQ3308;UTM  15      - 3,631,470.791   428,610.329   MT  0.99966284   -0 24 48.1
 CQ3308
 CQ3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3308!SPC LA N     -   0.99998686  x   1.00003826  =   1.00002512
 CQ3308!UTM  15      -   0.99998686  x   0.99966284  =   0.99964970
 CQ3308
 CQ3308:                Primary Azimuth Mark                     Grid Az
 CQ3308:SPC LA N     -  PLAIN DEALING MUNICIPAL TANK             031 33 22.3
 CQ3308:UTM  15      -  PLAIN DEALING MUNICIPAL TANK             031 18 07.2
 CQ3308
 CQ3308|---------------------------------------------------------------------|
 CQ3308| PID    Reference Object                     Distance      Geod. Az  |
 CQ3308|                                                           dddmmss.s |
 CQ3308| CQ3238 PLAIN DEALING MUNICIPAL TANK        APPROX.11.1 KM 0305319.1 |
 CQ3308| CQ3286 BENTON MUNICIPAL TANK               APPROX.13.7 KM 1712349.1 |
 CQ3308| CX5769 EGYPT AZ MK                                        1973239.7 |
 CQ3308| CX5770 EGYPT RM 1                           14.048 METERS 21145     |
 CQ3308| CQ3318 HOSSTON BAYOU ST OIL CORP STK       APPROX.13.0 KM 3040037.2 |
 CQ3308| CX5771 EGYPT RM 2                           27.651 METERS 30708     |
 CQ3308|---------------------------------------------------------------------|
 CQ3308
 CQ3308                          SUPERSEDED SURVEY CONTROL
 CQ3308
 CQ3308  NAD 83(1992)-  32 49 08.13278(N)    093 45 45.53781(W) AD(       ) 2
 CQ3308  NAD 83(1992)-  32 49 08.13333(N)    093 45 45.53725(W) AD(       ) 2
 CQ3308  NAD 83(1986)-  32 49 08.14273(N)    093 45 45.53132(W) AD(       ) 2
 CQ3308  NAD 27      -  32 49 07.63800(N)    093 45 44.88800(W) AD(       ) 2
 CQ3308
 CQ3308.Superseded values are not recommended for survey control.
 CQ3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3308.See file dsdata.txt to determine how the superseded data were derived.
 CQ3308
 CQ3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2861031471(NAD 83)
 CQ3308_MARKER: DS = TRIANGULATION STATION DISK
 CQ3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3308
 CQ3308  HISTORY     - Date     Condition        Report By
 CQ3308  HISTORY     - 1950     MONUMENTED       CGS
 CQ3308  HISTORY     - 1959     GOOD             CGS
 CQ3308  HISTORY     - 1970     GOOD             USGS
 CQ3308
 CQ3308                          STATION DESCRIPTION
 CQ3308
 CQ3308'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3308'THE STATION IS LOCATED ABOUT 5-3/4 MILES SOUTH AND 3-1/4
 CQ3308'MILES WEST OF PLAIN DEALING ON THE HIGHEST POINT OF A PROMINENT
 CQ3308'TIMBERED RIDGE.  IT IS 22 FEET SOUTH OF A TRIANGULAR BLAZED
 CQ3308'12 INCH OAK TREE, 22-1/2 FEET NORTH OF A TRIANGULAR BLAZED
 CQ3308'14 INCH OAK TREE, 80 FEET EAST OF TRACK ROAD AND 5 FEET SOUTH
 CQ3308'OF WITNESS POST.  IT IS STAMPED EGYPT 1950 AND PROJECTS 4
 CQ3308'INCHES.
 CQ3308'
 CQ3308'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 9 FEET EAST OF A
 CQ3308'TRIANGULAR BLAZED 14 INCH TREE AND ON ABOUT THE SAME ELEVATION
 CQ3308'AS THE STATION MARK.  IT IS STAMPED EGYPT NO 1 1950 AND
 CQ3308'PROJECTS 3 INCHES.
 CQ3308'
 CQ3308'REFERENCE MARK NO 2 IS WEST OF THE STATION, 9 FEET SOUTH
 CQ3308'OF A TRIANGULAR BLAZED 16 INCH OAK TREE AND ABOUT 1 FOOT
 CQ3308'LOWER IN ELEVATION THAN STATION MARK.  IT IS STAMPED EGYPT
 CQ3308'NO 2 1950 AND PROJECTS 3 INCHES.
 CQ3308'
 CQ3308'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 105.59 FEET.
 CQ3308'
 CQ3308'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHWEST OF THE
 CQ3308'STATION, 45 FEET SOUTH OF THE CENTER OF GRADED ROAD AND 2-1/2
 CQ3308'FEET NORTHWEST OF WITNESS POST.  IT IS STAMPED EGYPT 1950 AND
 CQ3308'PROJECTS 2 INCHES.
 CQ3308'
 CQ3308'TO REACH THE STATION FROM THE RAILROAD STATION IN PLAIN DEALING,
 CQ3308'GO WEST FOR 0.2 MILE, TURN LEFT AND GO SOUTH ON STATE ROUTE
 CQ3308'NO 10 FOR 8.3 MILES TO CROSSROAD AND SIGN SWINDLEVILLE, TURN
 CQ3308'RIGHT AND FOLLOW GRADED ROAD WEST FOR 2.45 MILES TO CROSSROAD,
 CQ3308'TURN LEFT AND FOLLOW GRADED ROAD NORTH FOR 1.25 MILES TO
 CQ3308'FORKS, BEAR LEFT AND FOLLOW GRADED ROAD WEST-NORTHWEST FOR
 CQ3308'0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 CQ3308'CONTINUE ON GRADED ROAD FOR 0.35 MILE TO SIDE ROAD RIGHT, TURN
 CQ3308'RIGHT AND FOLLOW TRACK ROAD NORTHWESTERLY THROUGH WOODS
 CQ3308'FOR 0.15 MILE TO ANGLING SIDE ROAD RIGHT ABOUT 100 YARDS
 CQ3308'SOUTHEAST OF A FARM HOUSE, TURN SHARP RIGHT AND FOLLOW TRACK ROAD
 CQ3308'EAST AND NORTHEAST AROUND EDGE OF HILL FOR 0.3 MILE TO
 CQ3308'WHERE AN OLD ROAD COMES IN FROM THE RIGHT, TURN LEFT
 CQ3308'ANYWHERE ALONG THIS POINT AND PICK WAY NORTHERLY UP HILL
 CQ3308'THROUGH WOODS FOR 0.1 MILE TO TRIANGULAR BLAZED TREE ON THE
 CQ3308'RIGHT AND STATION JUST EAST ON HIGHEST POINT AS
 CQ3308'DESCRIBED.
 CQ3308'
 CQ3308'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ3308
 CQ3308                          STATION RECOVERY (1959)
 CQ3308
 CQ3308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CQ3308'TO REACH THE STATION FROM THE RAILROAD STATION IN PLAIN
 CQ3308'DEALING, GO WEST FOR 0.2 MILE, TURN LEFT AND GO SOUTH ON
 CQ3308'STATE ROUTE NO. 3 FOR 8.3 MILES TO CROSSROAD AND SIGN
 CQ3308'SWINDLEVILLE, TURN RIGHT AND FOLLOW STATE ROUTE NO. 160
 CQ3308'WEST FOR 2.45 MILES TO CROSSROAD, TURN RIGHT AND FOLLOW
 CQ3308'GRADED ROAD NORTH FOR 1.25 MILES TO FORKS, BEAR LEFT AND
 CQ3308'FOLLOW GRADED ROAD WEST-NORTHWEST FOR 0.5 MILE TO THE AZIMUTH
 CQ3308'MARK ON THE LEFT AS DESCRIBED, CONTINUE ON GRADED ROAD FOR
 CQ3308'0.35 MILE TO SIDE ROAD RIGHT TURN RIGHT AND FOLLOW TRACK
 CQ3308'ROAD 0.15 MILE TO GATE ON LEFT AND DRIVE LEADING TO HOUSE.
 CQ3308'TURN SHARP RIGHT AT THIS POINT AND FOLLOW DIM ROAD AROUND HILL
 CQ3308'FOR 0.3 MILE AND STOP.  STATION IS ABOUT 500 FT UP HILL
 CQ3308'TO THE LEFT.
 CQ3308'
 CQ3308'THE R.M.S WERE RECOVERED BUT THE AZIMUTH MARK COULD NOT BE
 CQ3308'FOUND.
 CQ3308
 CQ3308                          STATION RECOVERY (1970)
 CQ3308
 CQ3308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 CQ3308'BOTH REF. MKS. FOUND IN GOOD SHAPE ALSO.
 CQ3308'
 CQ3308'APPROX. 0.4 MI. E. OF LONE FARMHOUSE LYING AT FOOT OF WEST
 CQ3308'SLOPE.  90 FT SE OF SMALL 60 FT DIAMETER CLEARING, SAID CLEARING
 CQ3308'BEING ALONG A GENERALLY E-W TRAIL RD.
 CQ3308'
 CQ3308'WITNESS POST STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2529 ***********************************************************************
 BW2529  DESIGNATION -  ELAM
 BW2529  PID         -  BW2529
 BW2529  STATE/COUNTY-  LA/CATAHOULA
 BW2529  USGS QUAD   -  WISNER (1983)
 BW2529
 BW2529                         *CURRENT SURVEY CONTROL
 BW2529  ___________________________________________________________________
 BW2529* NAD 83(1992)-  31 57 20.92503(N)    091 37 42.59931(W)     ADJUSTED  
 BW2529* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 BW2529  ___________________________________________________________________
 BW2529  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BW2529  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW2529
 BW2529  HORZ ORDER  -  SECOND
 BW2529
 BW2529.The horizontal coordinates were established by classical geodetic methods
 BW2529.and adjusted by the National Geodetic Survey in May 1994..
 BW2529
 BW2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2529
 BW2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2529
 BW2529.The geoid height was determined by GEOID03.
 BW2529
 BW2529;                    North         East     Units Scale Factor Converg.
 BW2529;SPC LA N     -   161,744.301 1,082,382.367   MT  0.99991496   +0 27 38.7
 BW2529;SPC LA N     -   530,656.09  3,551,116.15   sFT  0.99991496   +0 27 38.7
 BW2529;UTM  15      - 3,536,358.999   629,613.099   MT  0.99980718   +0 43 33.6
 BW2529
 BW2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2529!SPC LA N     -   1.00000029  x   0.99991496  =   0.99991525
 BW2529!UTM  15      -   1.00000029  x   0.99980718  =   0.99980747
 BW2529
 BW2529|---------------------------------------------------------------------|
 BW2529| PID    Reference Object                     Distance      Geod. Az  |
 BW2529|                                                           dddmmss.s |
 BW2529| BW2528 ELAM LDH 1971 RM 1                    7.140 METERS 04755     |
 BW2529| CY3512 ELAM AZ MK                                         0881520.3 |
 BW2529| CY3514 ELAM RM 2                            13.903 METERS 17851     |
 BW2529| CY3513 ELAM AZ MK 2                                       2701518.0 |
 BW2529|---------------------------------------------------------------------|
 BW2529
 BW2529                          SUPERSEDED SURVEY CONTROL
 BW2529
 BW2529  NAD 83(1992)-  31 57 20.92823(N)    091 37 42.59611(W) AD(       ) 2
 BW2529  NAD 83(1986)-  31 57 20.93796(N)    091 37 42.59497(W) AD(       ) 2
 BW2529  NAD 27      -  31 57 20.36742(N)    091 37 42.15030(W) AD(       ) 2
 BW2529  NGVD 29 (07/19/86)   24.3    (m)           80.     (f) VERT ANG       
 BW2529
 BW2529.Superseded values are not recommended for survey control.
 BW2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2529.See file dsdata.txt to determine how the superseded data were derived.
 BW2529
 BW2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR2961336359(NAD 83)
 BW2529_MARKER: DD = SURVEY DISK
 BW2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2529
 BW2529  HISTORY     - Date     Condition        Report By
 BW2529  HISTORY     - 1971     MONUMENTED       LADTD
 BW2529  HISTORY     - 19870630 GOOD             USPSQD
 BW2529
 BW2529                          STATION DESCRIPTION
 BW2529
 BW2529'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 BW2529'THE STATION IS LOCATED 3 MILES SOUTHEAST OF WISNER, 7.5
 BW2529'MILES NORTH OF SICILY ISLAND AND 17 MILES NORTHEAST OF
 BW2529'HARRISONBURG, IN THE NORTHWEST 1/4 OF SECTION 11, T11N, R8E,
 BW2529'AND ON THE PROPERTY OWNED BY THE NORRIS HILL BAPTIST CHURCH,
 BW2529'ADDRESS NOLIN ALEXANDER, SICILY ISLAND, TELEPHONE 389-5548.
 BW2529'
 BW2529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15
 BW2529'AND 562 NORTH OF THE BUSINESS DISTRICT IN WISNER, GO SOUTH ON
 BW2529'STATE HIGHWAY 15 FOR 2.35 MILES TO A SIDE ROAD LEFT ABOUT 0.1
 BW2529'MILE AFTER CROSSING A BRIDGE, TURN SHARP LEFT AND GO NORTHEAST
 BW2529'AND EAST ON GRAVEL ROAD FOR 1.7 MILES TO THE NORRIS HILL
 BW2529'BAPTIST CHURCH ON THE RIGHT.  THE STATION IS SET NORTHWEST OF
 BW2529'THE CHURCH NEAR A SYCAMORE TREE.
 BW2529'
 BW2529'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG THE
 BW2529'NORRIS HILL BAPTIST CHURCH ROAD FOR APPROXIMATELY 0.4 MILE TO
 BW2529'THE MARK WHICH IS SET ON THE LEFT AND NORTH OF THE ROAD NEAR A
 BW2529'POWER POLE WITH TRANSFORMER.
 BW2529'
 BW2529'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE WEST ALONG
 BW2529'GRAVEL ROAD FOR APPROXIMATELY 0.5 MILE TO THE MARK WHICH IS SET
 BW2529'ON THE LEFT AND SOUTH OF THE ROAD NEAR A FENCE CORNER.
 BW2529'
 BW2529'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW2529'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BW2529'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BW2529'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 BW2529'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BW2529'SURFACE.  THEY ARE STAMPED ELAM 1971.  THE MARK IS 47 FEET
 BW2529'SOUTH OF THE CENTER OF A GRAVEL ROAD (NORRIS HILL BAPTIST
 BW2529'CHURCH ROAD), 39 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 BW2529'THE CHURCH, 28 FEET NORTH-NORTHWEST OF A 15 INCH SYCAMORE
 BW2529'TREE, 21.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN
 BW2529'AND 6 FEET NORTHWEST OF A 12 INCH SYCAMORE TREE.
 BW2529'
 BW2529'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 BW2529'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 BW2529'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BW2529'WITH THE GROUND.  IT IS STAMPED ELAM R.M. 1 1971.  IT IS 44
 BW2529'FEET NORTH-NORTHEAST OF A 15 INCH SYCAMORE TREE, 33 FEET
 BW2529'NORTHWEST OF THE NORTHWEST CORNER OF THE NORRIS HILL BAPTIST
 BW2529'CHURCH, 31 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 30 FEET
 BW2529'EAST OF A POWER POLE, AND 22 FEET NORTHEAST OF A 12 INCH
 BW2529'SYCAMORE TREE.
 BW2529'
 BW2529'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 BW2529'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 BW2529'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BW2529'WITH THE GROUND.  IT IS STAMPED ELAM R.M. 2 1971.  IT IS 92
 BW2529'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 51 FEET SOUTHWEST
 BW2529'OF THE NORTHWEST CORNER OF THE NORRIS HILL BAPTIST CHURCH,
 BW2529'31 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 19
 BW2529'FEET SOUTH-SOUTHWEST OF A 15 INCH SYCAMORE TREE, AND 13 FEET
 BW2529'WEST-NORTHWEST OF A 10 INCH SYCAMORE TREE.
 BW2529'
 BW2529'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BW2529'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 BW2529'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BW2529'THE GROUND.  IT IS STAMPED ELAM AZ.MK. 1971.  IT IS 114 FEET
 BW2529'WEST-NORTHWEST OF THE CENTER OF A GROUP OF PINE TREES IN FRONT
 BW2529'OF THE TOM GORE RESIDENCE, 99 FEET WEST-NORTHWEST OF A POWER
 BW2529'POLE WITH TRANSFORMER, 33 FEET NORTH OF THE CENTER OF A
 BW2529'GRAVEL ROAD, AND 5.5 FEET NORTH OF A METAL WITNESS POST AND
 BW2529'SIGN.
 BW2529'
 BW2529'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW2529'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 BW2529'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BW2529'GROUND.  IT IS STAMPED ELAM AZ.MK 2 1971.  IT IS 34 FEET SOUTH
 BW2529'OF THE CENTER OF THE NORRIS HILL BAPTIST CHURCH ROAD (GRAVEL),
 BW2529'3 FEET SOUTHWEST OF A FENCE CORNER AND 2.5 FEET SOUTHWEST OF A
 BW2529'METAL WITNESS POST AND SIGN.
 BW2529'
 BW2529'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BW2529
 BW2529                          STATION RECOVERY (1987)
 BW2529
 BW2529'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEG)
 BW2529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0932 ***********************************************************************
 AT0932  DESIGNATION -  ELEPHANT
 AT0932  PID         -  AT0932
 AT0932  STATE/COUNTY-  LA/ST BERNARD
 AT0932  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0932
 AT0932                         *CURRENT SURVEY CONTROL
 AT0932  ___________________________________________________________________
 AT0932* NAD 83(1992)-  29 57 33.16956(N)    089 10 32.62452(W)     ADJUSTED  
 AT0932* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0932  ___________________________________________________________________
 AT0932  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AT0932  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AT0932
 AT0932  HORZ ORDER  -  THIRD
 AT0932
 AT0932.The horizontal coordinates were established by classical geodetic methods
 AT0932.and adjusted by the National Geodetic Survey in May 1994..
 AT0932
 AT0932.The orthometric height was scaled from a topographic map.
 AT0932
 AT0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0932
 AT0932.The geoid height was determined by GEOID03.
 AT0932
 AT0932;                    North         East     Units Scale Factor Converg.
 AT0932;SPC LA S     -   163,706.023 1,208,236.574   MT  0.99992601   +1 04 43.8
 AT0932;SPC LA S     -   537,092.18  3,964,022.83   sFT  0.99992601   +1 04 43.8
 AT0932;UTM  16      - 3,316,257.259   290,044.735   MT  1.00014389   -1 05 12.9
 AT0932
 AT0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0932!SPC LA S     -   1.00000414  x   0.99992601  =   0.99993015
 AT0932!UTM  16      -   1.00000414  x   1.00014389  =   1.00014803
 AT0932
 AT0932|---------------------------------------------------------------------|
 AT0932| PID    Reference Object                     Distance      Geod. Az  |
 AT0932|                                                           dddmmss.s |
 AT0932| DD6632 ELEPHANT RM 2                        41.959 METERS 00226     |
 AT0932| AT0933 KEY                                 APPROX. 6.0 KM 1771508.6 |
 AT0932| DD6631 ELEPHANT RM 1                        40.965 METERS 28428     |
 AT0932|---------------------------------------------------------------------|
 AT0932
 AT0932                          SUPERSEDED SURVEY CONTROL
 AT0932
 AT0932  NAD 83(1992)-  29 57 33.17856(N)    089 10 32.61717(W) AD(       ) 3
 AT0932  NAD 83(1986)-  29 57 33.17971(N)    089 10 32.61798(W) AD(       ) 3
 AT0932  NAD 27      -  29 57 32.46100(N)    089 10 32.48600(W) AD(       ) 3
 AT0932
 AT0932.Superseded values are not recommended for survey control.
 AT0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0932.See file dsdata.txt to determine how the superseded data were derived.
 AT0932
 AT0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9004516257(NAD 83)
 AT0932_MARKER: DS = TRIANGULATION STATION DISK
 AT0932_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0932_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0932
 AT0932  HISTORY     - Date     Condition        Report By
 AT0932  HISTORY     - 1952     MONUMENTED       CGS
 AT0932
 AT0932                          STATION DESCRIPTION
 AT0932
 AT0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0932'LOCATED ON THE W SIDE OF CHANDELEUR SOUND, ON A SMALL ISLAND JUST E
 AT0932'OF MARTIN ISLAND,
 AT0932'ABOUT 7 MILES S OF DOOR POINT, ABOUT 4 MILES N OF
 AT0932'MITCHELL KEY, 183 FEET N OF APPARENT
 AT0932'SHORELINE, 203 FEET W OF
 AT0932'APPARENT SHORELINE, AND 407 FEET S OF APPARENT
 AT0932'SHORELINE.
 AT0932'
 AT0932'STATION MARK IS A STANDARD DISK, STAMPED ELEPHANT 1952, SET IN THE
 AT0932'TOP OF A 6-INCH
 AT0932'TILE FILLED WITH CONCRETE WHICH IS SUPPORTED BY A
 AT0932'2X4X8 WOODEN POST DRIVEN INTO THE
 AT0932'MARSH.  MONUMENT PROJECTS ABOUT 1.0
 AT0932'FOOT ABOVE THE LEVEL OF THE MARSH.
 AT0932'
 AT0932'R.M. 1 IS A STANDARD DISK, STAMPED ELEPHANT NO 1 1952, SET IN THE TOP
 AT0932'OF A 6-INCH TILE
 AT0932'FILLED WITH CONCRETE WHICH IS SUPPORTED BY A 2X4X8
 AT0932'WOODEN POST DRIVEN INTO THE MARSH.
 AT0932'MONUMENT PROJECTS ABOUT 1.0 FOOT
 AT0932'ABOVE THE LEVEL OF THE MARSH.
 AT0932'
 AT0932'R.M. 2 IS A STANDARD DISK, STAMPED ELEPHANT NO 2 1952, SET IN THE TOP
 AT0932'OF A 6-INCH TILE
 AT0932'FILLED WITH CONCRETE WHICH IS SUPPORTED BY A 2X4X8
 AT0932'WOODEN POST DRIVEN INTO THE MARSH.
 AT0932'MONUMENT 269 FEET S OF THE
 AT0932'APPARENT SHORELINE AND PROJECTS 1.0 FOOT ABOVE THE
 AT0932'LEVEL OF THE
 AT0932'MARSH.
 AT0932'
 AT0932'HEIGHT OF LIGHT ABOVE STATION MARK- 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3294 ***********************************************************************
 BK3294  DESIGNATION -  ELEVATER
 BK3294  PID         -  BK3294
 BK3294  STATE/COUNTY-  LA/CALCASIEU
 BK3294  USGS QUAD   -  LAKE CHARLES (1994)
 BK3294
 BK3294                         *CURRENT SURVEY CONTROL
 BK3294  ___________________________________________________________________
 BK3294* NAD 83(1992)-  30 11 41.12848(N)    093 07 43.30607(W)     ADJUSTED  
 BK3294* NAVD 88     -         4.7  **(meters)      15.   **(feet)  GPS OBS   
 BK3294  **This station is located in a subsidence area (see below).
 BK3294  ___________________________________________________________________
 BK3294  X           -    -301,134.273 (meters)                     COMP
 BK3294  Y           -  -5,509,186.444 (meters)                     COMP
 BK3294  Z           -   3,189,041.148 (meters)                     COMP
 BK3294  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK3294  ELLIP HEIGHT-         -22.75  (meters)          (02/20/02) GPS OBS
 BK3294  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3294
 BK3294  HORZ ORDER  -  FIRST
 BK3294  ELLP ORDER  -  FOURTH    CLASS I
 BK3294
 BK3294.The horizontal coordinates were established by GPS observations
 BK3294.and adjusted by the National Geodetic Survey in January 1995..
 BK3294
 BK3294 ** The orthometric height has not been validated since last determined
 BK3294 ** by differential leveling and should not be used for control purposes.
 BK3294 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3294 ** area with valid NAVD 88 orthometric heights.
 BK3294 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3294 ** epoch indicated which incorporates improved geoid heights for the
 BK3294 ** Southern Louisiana Subsidence area.
 BK3294 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3294.The orthometric height was determined by GPS observations and a
 BK3294.high-resolution geoid model.
 BK3294
 BK3294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3294
 BK3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3294
 BK3294.The ellipsoidal height was determined by GPS observations
 BK3294.and is referenced to NAD 83.
 BK3294
 BK3294.The geoid height was determined by GEOID03.
 BK3294
 BK3294;                    North         East     Units Scale Factor Converg.
 BK3294;SPC LA S     -   189,208.840   827,130.299   MT  0.99993145   -0 53 51.7
 BK3294;SPC LA S     -   620,762.67  2,713,676.66   sFT  0.99993145   -0 53 51.7
 BK3294;UTM  15      - 3,340,373.424   487,611.860   MT  0.99960189   -0 03 53.0
 BK3294
 BK3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3294!SPC LA S     -   1.00000357  x   0.99993145  =   0.99993502
 BK3294!UTM  15      -   1.00000357  x   0.99960189  =   0.99960546
 BK3294
 BK3294                          SUPERSEDED SURVEY CONTROL
 BK3294
 BK3294  ELLIP H (01/13/95)  -22.66   (m)                       GP(       ) 3 2
 BK3294  NAD 83(1992)-  30 11 41.13107(N)    093 07 43.31159(W) AD(       ) 1
 BK3294  ELLIP H (01/21/93)  -22.79   (m)                       GP(       ) 4 2
 BK3294  NAD 83(1986)-  30 11 41.15299(N)    093 07 43.30346(W) AD(       ) 1
 BK3294  NGVD 29 (05/20/88)    4.7    (m)           15.     (f) GPS OBS        
 BK3294
 BK3294.Superseded values are not recommended for survey control.
 BK3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3294.See file dsdata.txt to determine how the superseded data were derived.
 BK3294
 BK3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8761240373(NAD 83)
 BK3294_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3294_STAMPING: ELEVATER 1987
 BK3294_MARK LOGO: NGS   
 BK3294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3294+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BK3294
 BK3294  HISTORY     - Date     Condition        Report By
 BK3294  HISTORY     - 1987     MONUMENTED       LADTD
 BK3294  HISTORY     - 19910103 GOOD             VFM
 BK3294  HISTORY     - 19990320 GOOD             USPSQD
 BK3294  HISTORY     - 20050629 GOOD             USPSQD
 BK3294
 BK3294                          STATION DESCRIPTION
 BK3294
 BK3294'DESCRIBED BY LA TRANSP AND DEV 1987 (TKH)
 BK3294'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) EAST-SOUTHEAST OF
 BK3294'DOWNTOWN LAKE CHARLES,
 BK3294'5 KM (3.1 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3294'STATE HIGHWAY 397 (EXIT 39),
 BK3294'0.6 KM (0.4 MI) SOUTH OF A GRAIN ELEVATOR, ON HTE RIGHT-OF-WAY OF
 BK3294'HIGHWAY 397, IN A LAWN IN FRONT OF A TAN SHINGLE HOUSE.
 BK3294'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3294'
 BK3294'TO REACH THE STATION FROM THE JUNDTION OF INTERSTATE HIGHWAY 10 AND
 BK3294'STATE HIGHWAY 397 (EXIT 36), GO SOUTH FOR 1.4 KM (0.85 MI) ON
 BK3294'HIGHWAY 397 TO ITS JUNCTION WITH U.S. HIGHWAY 90.
 BK3294'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.7 KM (2.3 MI) ON HIGHWAY
 BK3294'397 TO A ROAD RIGHT AT A RAILROAD TRACK LEADING TO AN ELEVATOR, AND
 BK3294'THE AZIMUTH MARK ON THE RIGHT.
 BK3294'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.5 KM (0.3 MI) ON HIGHWAY
 BK3294'397 TO THE STATION ON THE LEFT.
 BK3294'
 BK3294'THE STATION IS A STANDARD NGS DISK
 BK3294'STAMPED---ELEVATER 1987---,
 BK3294'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3294'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3294'17.5 METERS (57.5 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BK3294'0.7 METERS (2.5 FT) WEST FROM A FIBERGLASS WITNESS POST,
 BK3294'4.1 METERS (13.5 FT) SOUTH-SOUTHWEST FROM A UTILITY POLE NO. 268 56,
 BK3294'15.6 METERS (51 FT) NORTH FROM THE CENTER OF A DRIVE LEADING TO THE
 BK3294'HOUSE AND
 BK3294'9 METERS (29.5 FT) SOUTH FROM THE CENTER OF THE NORTH DRIVE LEADING
 BK3294'TO THE HOUSE.
 BK3294'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3294'STAMPED---ELEVATER 1987---,
 BK3294'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3294'
 BK3294'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3294'STAMPED---ELEVATER 1987---,
 BK3294'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3294'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3294'17.3 METERS (57 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK3294'9 METERS (29.5 FT) SOUTH FROM THE CENTER OF THE GRAVEL ROAD LEADING
 BK3294'TO THE GRAIN ELEVATER,
 BK3294'2 METERS (6.5 FT) EAST FROM A FIBERGLASS WITNESS POST AT A UTILITY
 BK3294'POLE,
 BK3294'5.5 METERS (18 FT) SOUTH-SOUTHEAST FROM AN IRON GATE POST (THE GATE
 BK3294'HAS BEEN REMOVED) AND
 BK3294'2.2 METERS (7 FT) EAST FROM THE UTILITY POLE.
 BK3294'TO REACH THE AZIMUTH FROM THE STATION,
 BK3294'GO NORTH FOR 0.5 KM (0.3 MI) ON HIGHWAY 397 TO THE MARK ON THE
 BK3294'RIGHT NEAR A GRAVEL ROAD LEADING TO A GRAIN ELEVATER.
 BK3294
 BK3294                          STATION RECOVERY (1991)
 BK3294
 BK3294'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3294'RECOVERED AS DESCRIBED.
 BK3294
 BK3294                          STATION RECOVERY (1999)
 BK3294
 BK3294'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3294'RECOVERED IN GOOD CONDITION.
 BK3294
 BK3294                          STATION RECOVERY (2005)
 BK3294
 BK3294'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3295 ***********************************************************************
 BK3295  DESIGNATION -  ELEVATER AZ MK
 BK3295  PID         -  BK3295
 BK3295  STATE/COUNTY-  LA/CALCASIEU
 BK3295  USGS QUAD   -  LAKE CHARLES (1994)
 BK3295
 BK3295                         *CURRENT SURVEY CONTROL
 BK3295  ___________________________________________________________________
 BK3295* NAD 83(1992)-  30 11 57.08490(N)    093 07 44.64845(W)     ADJUSTED  
 BK3295* NAVD 88     -         5.   **(meters)      16.   **(feet)  VERTCON   
 BK3295  **This station is located in a subsidence area (see below).
 BK3295  ___________________________________________________________________
 BK3295  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK3295  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3295
 BK3295  HORZ ORDER  -  SECOND
 BK3295
 BK3295.The horizontal coordinates were established by classical geodetic methods
 BK3295.and adjusted by the National Geodetic Survey in January 1993..
 BK3295.No horizontal observational check was made to the station.
 BK3295
 BK3295 ** The orthometric height has not been validated since last determined
 BK3295 ** by differential leveling and should not be used for control purposes.
 BK3295 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3295 ** area with valid NAVD 88 orthometric heights.
 BK3295 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3295 ** epoch indicated which incorporates improved geoid heights for the
 BK3295 ** Southern Louisiana Subsidence area.
 BK3295 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3295
 BK3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3295
 BK3295.The geoid height was determined by GEOID03.
 BK3295
 BK3295;                    North         East     Units Scale Factor Converg.
 BK3295;SPC LA S     -   189,700.659   827,102.097   MT  0.99993171   -0 53 52.4
 BK3295;SPC LA S     -   622,376.25  2,713,584.13   sFT  0.99993171   -0 53 52.4
 BK3295;UTM  15      - 3,340,864.619   487,576.523   MT  0.99960190   -0 03 53.7
 BK3295
 BK3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3295!SPC LA S     -   1.00000353  x   0.99993171  =   0.99993524
 BK3295!UTM  15      -   1.00000353  x   0.99960190  =   0.99960543
 BK3295
 BK3295                          SUPERSEDED SURVEY CONTROL
 BK3295
 BK3295  NAD 83(1986)-  30 11 57.10682(N)    093 07 44.64033(W) AD(       ) 2
 BK3295  NGVD 29 (05/20/88)    5.     (m)           16.     (f) VERT ANG       
 BK3295
 BK3295.Superseded values are not recommended for survey control.
 BK3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3295.See file dsdata.txt to determine how the superseded data were derived.
 BK3295
 BK3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8757740865(NAD 83)
 BK3295_MARKER: DS = TRIANGULATION STATION DISK
 BK3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3295_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3295+STABILITY: SURFACE MOTION
 BK3295
 BK3295  HISTORY     - Date     Condition        Report By
 BK3295  HISTORY     - 1987     MONUMENTED       LADTD
 BK3295  HISTORY     - 19990320 GOOD             USPSQD
 BK3295
 BK3295                          STATION DESCRIPTION
 BK3295
 BK3295'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3295'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI)
 BK3295'EAST-SOUTHEAST OF DOWNTOWN LAKE CHARLES,
 BK3295'4.5 KM (2.8 MI) SOUTH OF JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3295'STATE HIGHWAY 397 (EXIT 36),
 BK3295'0.2 KM (0.1 MI) SOUTH OF A GRAIN ELEVATER, ON THE RIGHT-OF-WAY OF
 BK3295'HIGHWAY 397 AT THE NORTHEAST CORNER OF A SMALL FIELD.
 BK3295'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3295'
 BK3295'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3295'STATE HIGHWAY 397 (EXIT 36) IN EAST LAKE CHARLES, GO
 BK3295'SOUTH FOR 1.4 KM (0.9 MI) ON HIGHWAY 397 TO ITS JUNCTION WITH U.S.
 BK3295'HIGHWAY 90 BUSINESS.
 BK3295'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.7 KM (2.3 MI) ON HIGHWAY
 BK3295'397 TO A RAILROAD TRACK CROSSING AND A GRAVEL ROAD RIGHT LEADING TO
 BK3295'A GRAIN ELEVATER AND THE AZIMUTH MARK ON THE RIGHT AND SOUTH OF THE
 BK3295'GRAVEL ROAD.
 BK3295'
 BK3295'THE STATION IS A STANDARD NGS DISK
 BK3295'STAMPED---ELEVATER 1987---,
 BK3295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3295'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3295'17.3 METERS (57 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK3295'9 METERS (28.5 FT) SOUTH FROM THE CENTER OF THE GRAVEL ROAD,
 BK3295'5.5 METERS (18 FT) SOUTH-SOUTHEAST FROM AN IRON GATE POST,
 BK3295'2.2 METERS (7 FT) EAST FROM A UTILITY POLE AND
 BK3295'2 METERS (6.5 FT) EAST FROM A FIBERGLASS WITNESS POST AT THE
 BK3295'UTILITY POLE.
 BK3295
 BK3295                          STATION RECOVERY (1999)
 BK3295
 BK3295'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3003 ***********************************************************************
 BK3003  DESIGNATION -  ELIZABETH CALCAS PAPER CO TK
 BK3003  PID         -  BK3003
 BK3003  STATE/COUNTY-  LA/ALLEN
 BK3003  USGS QUAD   -  ELIZABETH (1993)
 BK3003
 BK3003                         *CURRENT SURVEY CONTROL
 BK3003  ___________________________________________________________________
 BK3003* NAD 83(1992)-  30 52 26.22839(N)    092 48 01.47838(W)     ADJUSTED  
 BK3003* NAVD 88     -                                                        
 BK3003  ___________________________________________________________________
 BK3003  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BK3003  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK3003
 BK3003  HORZ ORDER  -  THIRD
 BK3003
 BK3003.The horizontal coordinates were established by classical geodetic methods
 BK3003.and adjusted by the National Geodetic Survey in January 1993..
 BK3003
 BK3003
 BK3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3003
 BK3003.The geoid height was determined by GEOID03.
 BK3003
 BK3003;                    North         East     Units Scale Factor Converg.
 BK3003;SPC LA S     -   264,047.308   859,701.899   MT  1.00004162   -0 44 00.8
 BK3003;SPC LA S     -   866,295.21  2,820,538.65   sFT  1.00004162   -0 44 00.8
 BK3003;SPC LA N     -    41,503.725   971,269.593   MT  1.00007924   -0 09 31.8
 BK3003;SPC LA N     -   136,166.80  3,186,573.66   sFT  1.00007924   -0 09 31.8
 BK3003;UTM  15      - 3,415,649.875   519,079.043   MT  0.99960449   +0 06 08.7
 BK3003
 BK3003                          SUPERSEDED SURVEY CONTROL
 BK3003
 BK3003  NAD 83(1986)-  30 52 26.24797(N)    092 48 01.47182(W) AD(       ) 4
 BK3003  NAD 27      -  30 52 25.55622(N)    092 48 00.93411(W) AD(       ) 3
 BK3003
 BK3003.Superseded values are not recommended for survey control.
 BK3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3003.See file dsdata.txt to determine how the superseded data were derived.
 BK3003
 BK3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1907915650(NAD 83)
 BK3003_MARKER: 53 = ELEVATED TANK
 BK3003
 BK3003  HISTORY     - Date     Condition        Report By
 BK3003  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK3003  HISTORY     - 1935     GOOD             CGS
 BK3003  HISTORY     - 1943     GOOD             CGS
 BK3003
 BK3003                          STATION DESCRIPTION
 BK3003
 BK3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3003'THIS INTERSECTION STATION, THE TANK AT THE CALCASIEU SULPHATE
 BK3003'PAPER COMPANY, WAS RECOVERED, AND INTERSECTED FROM ADDITIONAL
 BK3003'STATIONS.  A DETAILED DESCRIPTION OF THE STATION IS AS FOLLOWS--
 BK3003'
 BK3003'THE TANK BELONGS TO THE CALCASIEU SULPHATE PAPER COMPANY AND
 BK3003'IS LOCATED ON THE SE END OF THE PAPER MILL GROUNDS.  IT IS ABOUT
 BK3003'0.45 MILE NW OF THE MAIN PART OF THE TOWN, ABOUT 120 FEET NE OF
 BK3003'THE MAIN ROAD (STATE HIGHWAY 22), ABOUT 45 FEET SE OF A
 BK3003'RAILROAD SPUR, AND ABOUT 80 FEET N OF THE FINISHING MILL.  THE
 BK3003'TANK WAS ERECTED IN 1928 AND IS VERY PROMINENT.
 BK3003'
 BK3003'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 140 FEET HIGH.
 BK3003'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET.  THE VERTICAL
 BK3003'SECTION IS ABOUT 40 FEET HIGH AND HAS A CATWALK AND RAIL
 BK3003'AROUND ITS BASE.  THE STEEP CONICAL ROOF IS ABOUT 5 FEET HIGH.
 BK3003'AT PRESENT IT HAS A BALL AT ITS APEX, BUT NO FINIAL AS ORIGINALLY
 BK3003'DESCRIBED.  THE TOTAL HEIGHT IS ABOUT 185 FEET.  THE ENTIRE TANK
 BK3003'IS BLACK IN COLOR.  THE RECORDS OF 1934 SHOW THIS TANK AS
 BK3003'HAVING A FINIAL AT THE TOP.  THERE IS NO SUCH FINIAL ON IT AT
 BK3003'PRESENT.
 BK3003
 BK3003                          STATION RECOVERY (1943)
 BK3003
 BK3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WOS)
 BK3003'THE TANK IS STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3004 ***********************************************************************
 BK3004  DESIGNATION -  ELIZABETH UNIVERSAL LUMBER TK
 BK3004  PID         -  BK3004
 BK3004  STATE/COUNTY-  LA/ALLEN
 BK3004  USGS QUAD   -  ELIZABETH (1993)
 BK3004
 BK3004                         *CURRENT SURVEY CONTROL
 BK3004  ___________________________________________________________________
 BK3004* NAD 83(1992)-  30 52 18.28888(N)    092 47 39.36664(W)     ADJUSTED  
 BK3004* NAVD 88     -                                                        
 BK3004  ___________________________________________________________________
 BK3004  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BK3004  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK3004
 BK3004  HORZ ORDER  -  THIRD
 BK3004
 BK3004.The horizontal coordinates were established by classical geodetic methods
 BK3004.and adjusted by the National Geodetic Survey in January 1993..
 BK3004
 BK3004
 BK3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3004
 BK3004.The geoid height was determined by GEOID03.
 BK3004
 BK3004;                    North         East     Units Scale Factor Converg.
 BK3004;SPC LA S     -   263,795.305   860,286.130   MT  1.00004103   -0 43 49.8
 BK3004;SPC LA S     -   865,468.43  2,822,455.41   sFT  1.00004103   -0 43 49.8
 BK3004;SPC LA N     -    41,257.585   971,856.345   MT  1.00007994   -0 09 20.1
 BK3004;SPC LA N     -   135,359.26  3,188,498.69   sFT  1.00007994   -0 09 20.1
 BK3004;UTM  15      - 3,415,406.529   519,666.632   MT  0.99960477   +0 06 20.0
 BK3004
 BK3004                          SUPERSEDED SURVEY CONTROL
 BK3004
 BK3004  NAD 83(1986)-  30 52 18.30842(N)    092 47 39.36007(W) AD(       ) 4
 BK3004  NAD 27      -  30 52 17.60800(N)    092 47 38.84100(W) AD(       ) 3
 BK3004
 BK3004.Superseded values are not recommended for survey control.
 BK3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3004.See file dsdata.txt to determine how the superseded data were derived.
 BK3004
 BK3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1966715407(NAD 83)
 BK3004_MARKER: 53 = ELEVATED TANK
 BK3004
 BK3004  HISTORY     - Date     Condition        Report By
 BK3004  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK3004  HISTORY     - 1943     GOOD             CGS
 BK3004
 BK3004                          STATION DESCRIPTION
 BK3004
 BK3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3004'THIS INTERSECTION STATION IS THE TANK AT THE UNIVERSAL LUMBER
 BK3004'COMPANY, IN THE TOWN OF ELIZABETH, LOUISIANA.  IT IS LOCATED ON
 BK3004'THE E SIDE OF THE MILL SITE, ABOUT 60 FEET NE OF THE MAIN LUMBER
 BK3004'DOCK, AND ABOUT 140 FEET ENE OF THE MAIN BUILDING.  IT IS 0.2
 BK3004'MILE NE OF STATE HIGHWAY 22.  THE TANK WAS ERECTED IN 1919
 BK3004'AND IS QUITE PROMINENT.
 BK3004'
 BK3004'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 BK3004'OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET.  THE VERTICAL
 BK3004'SECTION IS ABOUT 30 FEET HIGH WITH A CATWALK AND RAIL AROUND
 BK3004'ITS BASE.  THE STEEP CONICAL ROOF IS ABOUT 5 FEET HIGH AND
 BK3004'HAS PROJECTING EAVES AND A 5-FOOT FINIAL AT ITS APEX.  THE
 BK3004'TOTAL HEIGHT IS ABOUT 155 FEET.
 BK3004
 BK3004                          STATION RECOVERY (1943)
 BK3004
 BK3004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WOS)
 BK3004'THE TANK IS STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3183 ***********************************************************************
 AU3183  DESIGNATION -  ELLENDALE LONE METAL STK
 AU3183  PID         -  AU3183
 AU3183  STATE/COUNTY-  LA/TERREBONNE
 AU3183  USGS QUAD   -  GRAY (1980)
 AU3183
 AU3183                         *CURRENT SURVEY CONTROL
 AU3183  ___________________________________________________________________
 AU3183* NAD 83(1992)-  29 38 41.33755(N)    090 49 13.83993(W)     ADJUSTED  
 AU3183* NAVD 88     -                                                        
 AU3183  **This station is located in a subsidence area (see below).
 AU3183  ___________________________________________________________________
 AU3183  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU3183  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AU3183
 AU3183  HORZ ORDER  -  THIRD
 AU3183
 AU3183.The horizontal coordinates were established by classical geodetic methods
 AU3183.and adjusted by the National Geodetic Survey in January 1993..
 AU3183
 AU3183 ** The orthometric height has not been validated since last determined
 AU3183 ** by differential leveling and should not be used for control purposes.
 AU3183 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3183 ** area with valid NAVD 88 orthometric heights.
 AU3183 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3183 ** epoch indicated which incorporates improved geoid heights for the
 AU3183 ** Southern Louisiana Subsidence area.
 AU3183 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3183
 AU3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3183
 AU3183.The geoid height was determined by GEOID03.
 AU3183
 AU3183;                    North         East     Units Scale Factor Converg.
 AU3183;SPC LA S     -   127,008.235 1,049,652.661   MT  0.99994493   +0 15 23.1
 AU3183;SPC LA S     -   416,692.85  3,443,735.44   sFT  0.99994493   +0 15 23.1
 AU3183;UTM  15      - 3,281,414.528   710,977.354   MT  1.00014924   +1 04 42.3
 AU3183
 AU3183                          SUPERSEDED SURVEY CONTROL
 AU3183
 AU3183  NAD 83(1986)-  29 38 41.35987(N)    090 49 13.84535(W) AD(       ) 4
 AU3183  NAD 27      -  29 38 40.60000(N)    090 49 13.51200(W) AD(       ) 3
 AU3183
 AU3183.Superseded values are not recommended for survey control.
 AU3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3183.See file dsdata.txt to determine how the superseded data were derived.
 AU3183
 AU3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1097781415(NAD 83)
 AU3183
 AU3183  HISTORY     - Date     Condition        Report By
 AU3183  HISTORY     - UNK      MONUMENTED
 AU3183  HISTORY     - 1948     GOOD             CGS
 AU3183
 AU3183                          STATION DESCRIPTION
 AU3183
 AU3183'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU3183'RECOVERED.  A LONE BLACK METAL STACK 60 FEET HIGH WAS RECOVERED IN
 AU3183'THE PROPER LOCATION FOR THIS STATION.
 AU3183'
 AU3183'THE STATION IS LOCATED ABOUT 8 MILES NW FROM HOUMA, ON THE W SIDE OF
 AU3183'STATE HIGHWAY 82, AT THE OLD SUGAR MILL ON ARDOYNE PLANTATION.  IT
 AU3183'IS A 60-FOOT BLACK METAL STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2860 ***********************************************************************
 CP2860  DESIGNATION -  ELLIOTT
 CP2860  PID         -  CP2860
 CP2860  STATE/COUNTY-  LA/EAST CARROLL
 CP2860  USGS QUAD   -  TRANSYLVANIA (1994)
 CP2860
 CP2860                         *CURRENT SURVEY CONTROL
 CP2860  ___________________________________________________________________
 CP2860* NAD 83(1992)-  32 41 16.39151(N)    091 12 50.24826(W)     ADJUSTED  
 CP2860* NAVD 88     -        27.921  (meters)      91.60   (feet)  ADJUSTED  
 CP2860  ___________________________________________________________________
 CP2860  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CP2860  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2860  DYNAMIC HT  -          27.890 (meters)      91.50  (feet)  COMP
 CP2860  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 CP2860
 CP2860  HORZ ORDER  -  FIRST
 CP2860  VERT ORDER  -  SECOND    CLASS I
 CP2860
 CP2860.The horizontal coordinates were established by classical geodetic methods
 CP2860.and adjusted by the National Geodetic Survey in May 1994..
 CP2860
 CP2860.The orthometric height was determined by differential leveling
 CP2860.and adjusted by the National Geodetic Survey in May 1997..
 CP2860
 CP2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2860
 CP2860.The geoid height was determined by GEOID03.
 CP2860
 CP2860.The dynamic height is computed by dividing the NAVD 88
 CP2860.geopotential number by the normal gravity value computed on the
 CP2860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2860.degrees latitude (g = 980.6199 gals.).
 CP2860
 CP2860.The modeled gravity was interpolated from observed gravity values.
 CP2860
 CP2860;                    North         East     Units Scale Factor Converg.
 CP2860;SPC LA N     -   243,305.796 1,120,603.905   MT  1.00000491   +0 40 47.8
 CP2860;SPC LA N     -   798,245.77  3,676,514.64   sFT  1.00000491   +0 40 47.8
 CP2860;SPC MS W     -   353,769.948   617,417.035   MT  1.00003406   -0 28 32.2
 CP2860;SPC MS W     - 1,160,660.24  2,025,642.39   sFT  1.00003406   -0 28 32.2
 CP2860;UTM  15      - 3,618,096.592   667,440.966   MT  0.99994572   +0 57 53.3
 CP2860
 CP2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2860!SPC LA N     -   0.99999974  x   1.00000491  =   1.00000465
 CP2860!SPC MS W     -   0.99999974  x   1.00003406  =   1.00003380
 CP2860!UTM  15      -   0.99999974  x   0.99994572  =   0.99994546
 CP2860
 CP2860|---------------------------------------------------------------------|
 CP2860| PID    Reference Object                     Distance      Geod. Az  |
 CP2860|                                                           dddmmss.s |
 CP2860| CY3520 ELLIOTT 2 RM 5                       23.831 METERS 02541     |
 CP2860| CP2858 WILMAN                              APPROX. 7.1 KM 0364151.2 |
 CP2860| CY3521 ELLIOTT 2 RM 7                       85.414 METERS 08210     |
 CP2860| CP2859 ELLIOTT 2                            23.829 METERS 09229     |
 CP2860| CP2865 TRANSYLVANIA ATT MICROWAVE          300.168 METERS 11136     |
 CP2860| CY3518 ELLIOTT RM 1                                       23253     |
 CP2860| CY3519 ELLIOTT RM 2                         73.460 METERS 28633     |
 CP2860|---------------------------------------------------------------------|
 CP2860
 CP2860                          SUPERSEDED SURVEY CONTROL
 CP2860
 CP2860  NAD 83(1992)-  32 41 16.39841(N)    091 12 50.24474(W) AD(       ) 1
 CP2860  NAD 83(1986)-  32 41 16.40407(N)    091 12 50.24206(W) AD(       ) 1
 CP2860  NAD 27      -  32 41 15.92300(N)    091 12 49.84400(W) AD(       ) 1
 CP2860  NGVD 29 (07/19/86)   27.98   (m)           91.8    (f) LEVELING    3  
 CP2860
 CP2860.Superseded values are not recommended for survey control.
 CP2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2860.See file dsdata.txt to determine how the superseded data were derived.
 CP2860
 CP2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6744118097(NAD 83)
 CP2860_MARKER: DS = TRIANGULATION STATION DISK
 CP2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2860_STAMPING: ELLIOTT 1929
 CP2860_MARK LOGO: CGS   
 CP2860_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2860+STABILITY: SURFACE MOTION
 CP2860
 CP2860  HISTORY     - Date     Condition        Report By
 CP2860  HISTORY     - 1929     MONUMENTED       CGS
 CP2860  HISTORY     - 1935     GOOD             CGS
 CP2860  HISTORY     - 1936     GOOD             LAGS
 CP2860  HISTORY     - 1936     GOOD             CGS
 CP2860  HISTORY     - 1958     GOOD             CGS
 CP2860  HISTORY     - 1970     GOOD             NGS
 CP2860  HISTORY     - 19870115 GOOD             LADTD
 CP2860
 CP2860                          STATION DESCRIPTION
 CP2860
 CP2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2860'STATION IS ABOUT 2.3 MILES BY ROAD W OF TRANSYLVANIA, A TOWN
 CP2860'ON U.S. HIGHWAY 65, ON LAND OWNED BY JEFF ELLIOTT, 14.6 METERS
 CP2860'(48 FEET) S OF CENTER LINE OF ROAD, 80.92 METERS (265.5 FEET E OF
 CP2860'NE CORNER OF COLORED CHURCH, 55.5 METERS (182 FEET) W OF WHERE
 CP2860'DIRT ROAD FORKS OFF TO SW AND 25.3 METERS (83 FEET) NW OF
 CP2860'CENTER LINE OF THIS ROAD.
 CP2860'
 CP2860'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET
 CP2860'IN CONCRETE.  UPPER MARK
 CP2860'IS 18 INCHES BELOW SURFACE.
 CP2860'
 CP2860'REFERENCE MARK NO. 1 IS NEAR THE NE CORNER OF A YARD, 24.2
 CP2860'METERS (79 FEET) SE OF DIRT ROAD MENTIONED ABOVE, 6.1 METERS
 CP2860'(20 FEET) S OF AN E-W ROAD, 43.0 METERS (141 FEET) E OF
 CP2860'INTERSECTION OF E-W AND SW-NE DIRT ROADS, 28.65 METERS (94.0 FEET)
 CP2860'NE OF NW CORNER OF HOUSE PORCH, 12.80 METERS (42.0 FEET) SE OF
 CP2860'1 3/4-INCH IRON PIPE PROJECTING 3 FEET ON N SIDE OF ROAD, AND
 CP2860'ABOUT 1/2 MILE FROM STATION IN AZIMUTH 52 DEG 53 MIN 04 SEC.
 CP2860'
 CP2860'REFERENCE MARK NO. 2 IS 10.0 METERS (33 FEET) NE OF NE CORNER
 CP2860'OF CHURCH, 7.3 METERS (24 FEET) S OF CENTER LINE OF GRAVEL
 CP2860'ROAD, AND 73.46 METERS (241.0 FEET) FROM STATION IN AZIMUTH
 CP2860'106 DEG 33 MIN.
 CP2860
 CP2860                          STATION RECOVERY (1935)
 CP2860
 CP2860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2860'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED AND
 CP2860'IN GOOD CONDITION.
 CP2860
 CP2860                          STATION RECOVERY (1936)
 CP2860
 CP2860'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP2860'THE ORIGINAL DESCRIPTION IS CORRECT WITH ONE EXCEPTION--THE
 CP2860'LAND WAS NOT OWNED BY JEFF ELLIOTT BUT JEFF ELGIN AND HAS
 CP2860'SINCE BEEN TAKEN OVER BY THE PRUDENTIAL LIFE INSURANCE COMPANY.
 CP2860
 CP2860                          STATION RECOVERY (1936)
 CP2860
 CP2860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (AW)
 CP2860'THE PRESENT CONDITION OF THE MARK IS GOOD.
 CP2860'
 CP2860'THERE WERE NO LETTERS OR NUMBERS FOUND STAMPED ON THE MARK.
 CP2860'
 CP2860'IT IS S 11 DEG 51 MIN E 31.3 FEET FROM THE SE CORNER OF SECTION
 CP2860'27, T 20 N, R 12 E.
 CP2860
 CP2860                          STATION RECOVERY (1958)
 CP2860
 CP2860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2860'ALL MARKS WERE SEARCHED FOR AND NOT FOUND.  ELLIOTT 2 WAS
 CP2860'ESTABLISHED AND THEN ELLIOTT 1929 WAS FOUND THROUGH AN INVERSE
 CP2860'COMPUTATION.  THE MARK WAS FOUND IN GOOD CONDITION AND LEFT
 CP2860'INTACT.  IT IS 282 FEET EAST OF A CHURCH DRIVEWAY CENTER, 277
 CP2860'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 223
 CP2860'FEET EAST-NORTHEAST OF A POWERLINE POLE IN THE CHURCH YARD, 195
 CP2860'FEET NORTH OF A POWERLINE POLE, 83 FEET NORTHWEST OF THE CENTER
 CP2860'OF A GRAVELED SIDE ROAD LEADING SOUTHWEST, 38 FEET SOUTH OF
 CP2860'THE PAVED ROAD CENTER AND 18 INCHES BELOW GROUND SURFACE.
 CP2860'
 CP2860'A SECOND ORDER TRAVERSE WAS MADE TO ELLIOT 2 1958, THE DISTANCE
 CP2860'BEING 23.826 METERS (78.17 FT.) IN AZIMUTH 272 DEG 27 MIN 04 SEC.
 CP2860
 CP2860                          STATION RECOVERY (1970)
 CP2860
 CP2860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2860'THE STATION WAS RECOVERED AND IS AS DESCRIBED IN THE 1958
 CP2860'DESCRIPTION.  A SMALL DIFFERENCE WAS FOUND IN THE TRAVERSE
 CP2860'DISTANCE.  IT WAS DISCOVERED AT THIS TIME THAT THE DISK IS STAMPED
 CP2860'ELLIOT 1929.
 CP2860'
 CP2860'REFERENCE MARK 7, A STANDARD DISK STAMPED ELLIOTT 2 NO 7 1958
 CP2860'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2860'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 93 FEET
 CP2860'NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 581 AND 881, 37
 CP2860'FEET NORTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY 581 AND
 CP2860'2 FEET SOUTH OF A POWERLINE POLE.
 CP2860'
 CP2860'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP2860'
 CP2860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 CP2860'WEST OF TRANSYLVANIA
 CP2860
 CP2860                          STATION RECOVERY (1987)
 CP2860
 CP2860'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP2860'ABOUT 14 KM (8.70 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE IN
 CP2860'LAKE PROVIDENCE TO THE JUNCTION WITH STATE HIGHWAY 581, THENCE 3.2 KM
 CP2860'(2.00 MI) WEST ON HIGHWAY 581 TO THE JUNCTION WITH STATE HIGHWAY 881
 CP2860'AND THE MARK IN THE SOUTHWEST QUADRANT OF THE HIGHWAYS, 84.1 M (275.9
 CP2860'FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WOOD FRAME CHURCH,
 CP2860'55.5 M (182.1 FT) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAYS 581
 CP2860'AND 881 AND 14.6 M (47.9 FT) SOUTH OF THE CENTER OF HIGHWAY 581.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2859 ***********************************************************************
 CP2859  DESIGNATION -  ELLIOTT 2
 CP2859  PID         -  CP2859
 CP2859  STATE/COUNTY-  LA/EAST CARROLL
 CP2859  USGS QUAD   -  TRANSYLVANIA (1994)
 CP2859
 CP2859                         *CURRENT SURVEY CONTROL
 CP2859  ___________________________________________________________________
 CP2859* NAD 83(1992)-  32 41 16.35791(N)    091 12 49.33441(W)     ADJUSTED  
 CP2859* NAVD 88     -        27.634  (meters)      90.66   (feet)  ADJUSTED  
 CP2859  ___________________________________________________________________
 CP2859  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CP2859  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2859  DYNAMIC HT  -          27.603 (meters)      90.56  (feet)  COMP
 CP2859  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CP2859
 CP2859  HORZ ORDER  -  SECOND
 CP2859  VERT ORDER  -  SECOND    CLASS I
 CP2859
 CP2859.The horizontal coordinates were established by classical geodetic methods
 CP2859.and adjusted by the National Geodetic Survey in May 1994..
 CP2859
 CP2859.The orthometric height was determined by differential leveling
 CP2859.and adjusted by the National Geodetic Survey in May 1997..
 CP2859
 CP2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2859
 CP2859.The geoid height was determined by GEOID03.
 CP2859
 CP2859.The dynamic height is computed by dividing the NAVD 88
 CP2859.geopotential number by the normal gravity value computed on the
 CP2859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2859.degrees latitude (g = 980.6199 gals.).
 CP2859
 CP2859.The modeled gravity was interpolated from observed gravity values.
 CP2859
 CP2859;                    North         East     Units Scale Factor Converg.
 CP2859;SPC LA N     -   243,305.044 1,120,627.722   MT  1.00000490   +0 40 48.2
 CP2859;SPC LA N     -   798,243.30  3,676,592.78   sFT  1.00000490   +0 40 48.2
 CP2859;SPC MS W     -   353,768.715   617,440.833   MT  1.00003402   -0 28 31.7
 CP2859;SPC MS W     - 1,160,656.19  2,025,720.47   sFT  1.00003402   -0 28 31.7
 CP2859;UTM  15      - 3,618,095.958   667,464.785   MT  0.99994582   +0 57 53.8
 CP2859
 CP2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2859!SPC LA N     -   0.99999979  x   1.00000490  =   1.00000469
 CP2859!SPC MS W     -   0.99999979  x   1.00003402  =   1.00003381
 CP2859!UTM  15      -   0.99999979  x   0.99994582  =   0.99994561
 CP2859
 CP2859:                Primary Azimuth Mark                     Grid Az
 CP2859:SPC LA N     -  LAKE PROVIDENCE RAD KLPL MAST            002 06 47.2
 CP2859:SPC MS W     -  LAKE PROVIDENCE RAD KLPL MAST            003 16 07.1
 CP2859:UTM  15      -  LAKE PROVIDENCE RAD KLPL MAST            001 49 41.6
 CP2859
 CP2859|---------------------------------------------------------------------|
 CP2859| PID    Reference Object                     Distance      Geod. Az  |
 CP2859|                                                           dddmmss.s |
 CP2859| CP2828 LAKE PROVIDENCE RAD KLPL MAST       APPROX.14.3 KM 0024735.4 |
 CP2859| CP2829 LAKE PROVIDENCE FED COMP E TK       APPROX.13.5 KM 0065117.5 |
 CP2859| CP2830 LAKE PROVIDENCE CARROLL MAST        APPROX.13.1 KM 0145330.0 |
 CP2859| CP2833 LAKE PROVIDENCE FLEEMAN MAST        APPROX.10.4 KM 0172935.9 |
 CP2859| CP2862 HOLLYBROOK E CARROL ELEVATOR        APPROX. 6.2 KM 0312621.9 |
 CP2859| CY3525 ELLIOTT 2 RM 6                       28.604 METERS 05238     |
 CP2859| CY3521 ELLIOTT 2 RM 7                       62.118 METERS 07813     |
 CP2859| CY3522 ELLIOTT 2 AZ MK                                    0944229.5 |
 CP2859| CY3523 ELLIOTT 2 RM 3                       35.363 METERS 10022     |
 CP2859| CP2865 TRANSYLVANIA ATT MICROWAVE          277.763 METERS 11313     |
 CP2859| CY3524 ELLIOTT 2 RM 4                       70.473 METERS 22017     |
 CP2859| CP2860 ELLIOTT                              23.829 METERS 27229     |
 CP2859| CY3520 ELLIOTT 2 RM 5                       26.225 METERS 32904     |
 CP2859| CP2888 GOODE RESET                         APPROX.10.0 KM 3322225.5 |
 CP2859|---------------------------------------------------------------------|
 CP2859
 CP2859                          SUPERSEDED SURVEY CONTROL
 CP2859
 CP2859  NAD 83(1992)-  32 41 16.36481(N)    091 12 49.33089(W) AD(       ) 2
 CP2859  NAD 83(1986)-  32 41 16.37047(N)    091 12 49.32827(W) AD(       ) 2
 CP2859  NAD 27      -  32 41 15.88980(N)    091 12 48.93030(W) AD(       ) 2
 CP2859  NGVD 29 (07/19/86)   27.70   (m)           90.9    (f) LEVELING    3  
 CP2859
 CP2859.Superseded values are not recommended for survey control.
 CP2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2859.See file dsdata.txt to determine how the superseded data were derived.
 CP2859
 CP2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6746518096(NAD 83)
 CP2859_MARKER: DS = TRIANGULATION STATION DISK
 CP2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2859_STAMPING: ELLIOTT 2 1958
 CP2859_MARK LOGO: CGS   
 CP2859_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2859+STABILITY: SURFACE MOTION
 CP2859
 CP2859  HISTORY     - Date     Condition        Report By
 CP2859  HISTORY     - 1958     MONUMENTED       CGS
 CP2859  HISTORY     - 1960     GOOD             CGS
 CP2859  HISTORY     - 1970     GOOD             NGS
 CP2859  HISTORY     - 19870115 GOOD             LADTD
 CP2859
 CP2859                          STATION DESCRIPTION
 CP2859
 CP2859'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2859'STATION IS LOCATED ABOUT 2 MILES WEST AND 1/2 MILE NORTH OF THE
 CP2859'VILLAGE OF TRANSYLVANIA, JUST EAST OF THE MT CHAPEL CHURCH,
 CP2859'AND ON THE INSIDE OF A Y-INTERSECTION MADE BY THE MAIN, MACADAM
 CP2859'ROAD LEADING WEST AND A GRAVELED, ANGLING SIDE ROAD LEADING
 CP2859'SOUTHWEST.  THE PROPERTY IS OWNED BY MR. J.P. BROWN OF LAKE
 CP2859'PROVIDENCE.
 CP2859'
 CP2859'TO REACH FROM THE SCHOOLHOUSE, LOCATED ON U.S. HIGHWAY 61 IN
 CP2859'TRANSYLVANIA, GO WESTERLY ON MACADAM ROAD FOR 1.35 MILES TO A
 CP2859'SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT IN THE NORTHWEST
 CP2859'ANGLE OF THE INTERSECTION.  CONTINUE WEST FOR 0.6 MILE TO AN
 CP2859'ANGLING SIDE ROAD LEFT AND STATION ON LEFT.
 CP2859'
 CP2859'STATION MARKS ARE STANDARD DISKS, STAMPED ELLIOTT 2 1958.
 CP2859'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 43
 CP2859'INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP
 CP2859'OF AN 11 INCH SQUARE, CONCRETE POST WHICH IS 18 INCHES BELOW
 CP2859'GROUND SURFACE, 354 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 CP2859'OF CHURCH, 233 FEET NORTH-NORTHEAST OF A POWERLINE POLE, 119 FEET
 CP2859'WEST OF A SOUTHERN BELL TELEPHONE AND TELEGRAPH COMPANY POLE
 CP2859'WITH A METAL BOX ON ITS NORTH SIDE, 92 FEET WEST-SOUTHWEST OF
 CP2859'THE CENTER OF THE ROAD INTERSECTION, 39 FEET NORTHWEST OF
 CP2859'THE GRAVELED SIDE ROAD CENTER AND 33 FEET SOUTH OF THE PAVED ROAD
 CP2859'CENTER.
 CP2859'
 CP2859'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ELLIOTT 2 NO 3 1958.
 CP2859'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2859'PROJECTING 6 INCHES, 39 FEET SOUTHEAST OF THE CENTER OF THE
 CP2859'INTERSECTION, 38 FEET SOUTH OF THE PAVED ROAD CENTER AND 3 FEET
 CP2859'NORTHWEST OF THE SOUTHERN BELL POLE.  A 4 IN X 4 IN WHITE WITNESS
 CP2859'POST WAS SET 2 FEET EAST OF THE MARK.
 CP2859'
 CP2859'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ELLIOTT 2 NO 4 1958.
 CP2859'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2859'PROJECTING 6 INCHES, 243 FEET EAST OF THE CHURCH CORNER, 229 FEET
 CP2859'SOUTH OF THE PAVED ROAD CENTER, 33 FEET SOUTHEAST OF THE SIDE ROAD
 CP2859'CENTER AND 2 FEET NORTH OF THE POWERLINE POLE.
 CP2859'
 CP2859'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELLIOTT 2 1958.
 CP2859'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2859'PROJECTING 6 INCHES, 40 FEET NORTH OF THE PAVED ROAD CENTER,
 CP2859'32 FEET WEST OF THE GRAVELED SIDE ROAD CENTER, 19 FEET EAST
 CP2859'OF A POWERLINE POLE, 2 FEET NORTHEAST OF A FENCE CORNERPOST
 CP2859'WHICH ALSO SERVES AS THE EAST GATEPOST OF A GATE IN AN
 CP2859'EAST-WEST, ROAD RIGHT-OF-WAY FENCE AND 1 FOOT EAST OF A
 CP2859'NORTH-SOUTH, ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN
 CP2859'WHITE WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 CP2859'
 CP2859'ELLIOTT 1929 WAS FOUND THROUGH AN INVERSE COMPUTATION.  THE
 CP2859'MARK WAS FOUND IN GOOD CONDITION AND LEFT INTACT.  SEE RECOVERY
 CP2859'NOTE FOR ADDITIONAL INFORMATION.
 CP2859'
 CP2859'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2859
 CP2859                          STATION RECOVERY (1960)
 CP2859
 CP2859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 CP2859'THE STATION WAS VISITED 8-26-60 AND ALL MARKS WERE FOUND IN
 CP2859'GOOD CONDITION INCLUDING STATION ELLIOTT 1929, REFERENCE MARK
 CP2859'NO. 3 AND NO. 4 WERE REQUESTED MOVED AT THIS DATE BY THE
 CP2859'LOUISIANA STATE HIGHWAY DEPARTMENT DUE TO ROAD CONSTRUCTION.
 CP2859'REFERENCE MARK NO. 5 AND NO. 6 WERE ESTABLISHED AT THIS DATE.
 CP2859'REFERENCE MARKS NO. 3 AND NO. 4 WERE DESTROYED AFTER THE NEW
 CP2859'REFERENCE MARKS WERE ESTABLISHED.  TRIANGULATION STATION
 CP2859'ELLIOTT 1929 WAS FOUND IN GOOD CONDITION AND THE 1958
 CP2859'MEASUREMENT CHECKED BETWEEN THE TWO STATIONS.  THE DISTANCE TO
 CP2859'REFERENCE MARK NO. 3 CHECKED WITHIN 0.04 FOOT, REFERENCE MARK
 CP2859'NO. 4 CHECKER WITHIN 0.08 FOOT THE 1960 MEASUREMENTS BEING
 CP2859'THE SHORTER.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT
 CP2859'IS PARTLY OBSTRUCTED BY TREES.  A NEW DESCRIPTION FOLLOWS--
 CP2859'
 CP2859'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF A SMALL VILLAGE OF
 CP2859'TRANSYLVANIA, AT TH INSIDE OF A FORKS OF TWO BLACK TOP ROADS,
 CP2859'JUST EAST OF THE MT CHAPEL CHURCH, ON THE PROPERTY OWNED BY
 CP2859'MR. P.L. BROWN OF LAKE PROVIDENCE, 354 FEET EAST-NORTHEAST
 CP2859'OF THE NORTHEAST CORNER OF THE CHURCH, 233 FEET NORTH-NORTHEAST
 CP2859'OF A POWER POLE, 106 FEET SOUTHWEST OF THE INTERSECTION
 CP2859'OF THE CENTERLINES OF THE TWO BLACK TOP ROADS, 33 FEET SOUTH OF
 CP2859'THE CENTERLINE OF THE EAST-WEST ROAD, 39 FEET NORTHWEST OF
 CP2859'THE CENTERLINE OF STATE ROUTE 881 LEADING SOUTHWEST, AND 2.4
 CP2859'FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 CP2859'STAMPED ELLIOTT 2 1958, 18 INCHES BELOW THE SURFACE OF THE
 CP2859'GROUND.
 CP2859'
 CP2859'REFERENCE MARK NO. 5 IS 86.04 FEET NORTHWEST OF THE STATION,
 CP2859'36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF
 CP2859'A RIGHT-OF-WAY FENCE LINE, AND 2 FEET NORTHWEST OF A METAL WITNESS
 CP2859'POST.  IT IS A STANDARD DISK STAMPED ELLIOTT 2 NO 5 1958,
 CP2859'PROJECTING 6 INCHES.
 CP2859'
 CP2859'REFERENCE MARK NO. 6 IS 93.84 FEET NORTHEAST OF THE STATION,
 CP2859'35 FEET NORTH OF THE CENTER OF THE ROAD, 49 FEET NORTHWEST OF THE
 CP2859'INTERSECTION OF THE CENTERLINES OF THE TWO BLACK TOP ROADS,
 CP2859'1 FOOT NORTH OF A FENCE LINE AND 1.8 FEET NORTH OF A WITNESS
 CP2859'POST.  IT IS A STANDARD DISK, STAMPED ELLIOTT 2 NO 6 1958,
 CP2859'PROJECTING 6 INCHES.
 CP2859'
 CP2859'THE AZIMUTH MARK IS 0.6 MILE EAST OF THE STATION IN THE NORTHWEST
 CP2859'ANGLE OF A BLACK TOP ROAD AND A GRAVELED ROAD LEADING NORTH,
 CP2859'2 FEET NORTHEAST OF A FENCE CORNER, 40 FEET NORTH OF THE CENTER
 CP2859'OF THE PAVED ROAD, 33 FEET WEST OF THE CENTER OF THE GRAVELED
 CP2859'ROAD, 19 FEET EAST OF A POWER POLE AND 1 FOOT NORTHEAST OF A
 CP2859'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED ELLIOTT 2
 CP2859'1958, PROJECTING 6 INCHES.
 CP2859'
 CP2859'STATION ELLIOTT 1929 IS 78.15 FEET WEST OF THE STATION, 182
 CP2859'FEET SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE
 CP2859'TWO BLACK TOP ROADS, 38 FEET SOUTH OF THE CENTERLINE OF THE
 CP2859'EAST-WEST ROAD, 276 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 CP2859'OF THE CHURCH AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  IT
 CP2859'IS A STANDARD DISK STAMPED ELLIOT 1929, 12 INCHES BELOW THE
 CP2859'GROUND.
 CP2859'
 CP2859'TO REACH THE STATION FROM THE SMALL VILLAGE OF TRANSYLVANIA
 CP2859'GO WEST ON BLACK TOP ROAD FOR 1.35 MILE TO THE ROAD LEADING NORTH
 CP2859'AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE, CONTINUE WEST FOR
 CP2859'0.6 MILE TO THE STATION IN THE FORKS OF THE ROADS.
 CP2859
 CP2859                          STATION RECOVERY (1970)
 CP2859
 CP2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2859'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NUMBER 5
 CP2859'WERE RECOVERED.  THE STATION MARK AND REFERENCE MARK NUMBER 5 WERE
 CP2859'FOUND IN GOOD CONDITION, AS DESCRIBED BY C.R.R. IN 1960.
 CP2859'THE AZIMUTH MARK IS NOW OBSTRUCTED BY A POWERLINE POLE THAT
 CP2859'IS SET NEAR THE MARK.  REFERENCE MARK NUMBER 6 WAS FOUND LYING ON
 CP2859'TOP OF THE GROUND.  THEREFORE REFERENCE MARK NUMBER 7 WAS
 CP2859'ESTABLISHED.  THE ELLIOTT 2 1958 AZIMUTH MARK WAS LEFT INTACT,
 CP2859'A NEW AZIMUTH MARK WAS NOT ESTABLISHED.  A CHECKWAS MADE FOR
 CP2859'DISTANCE AND DIRECTION TO REFERENCE MARK NUMBER 5 AND WAS
 CP2859'FOUND CORRECT.  A TRAVERSE DISTANCE WAS MADE TO ELLIOT 1929.
 CP2859'THE 1958 LOCATION AND ROUTE TO THE STATION WERE FOUND
 CP2859'CORRECT.
 CP2859'
 CP2859'REFERENCE MARK 7, A STANDARD DISK STAMPED ELLIOTT 2 1958 NO 7
 CP2859'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2859'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 93 FEET NORTHEAST
 CP2859'OF THE JUNCTION OF STATE HIGHWAYS 581 AND 881, 31 FEET NORTH
 CP2859'OF THE APPROXIMATE CENTER OF STATE HIGHWAY 581 AND 2 FEET SOUTH
 CP2859'OF A POWERLINE POLE.
 CP2859'
 CP2859'NO MEASUREMENT BETWEEN R.M.S DUE TO HEAVY GROWTH ON LINE.
 CP2859'
 CP2859'HEIGHT OF LIGHT ABOVE STATION MARK 114.5 FEET.
 CP2859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST
 CP2859'OF TRANSYLVANIA.
 CP2859
 CP2859                          STATION RECOVERY (1987)
 CP2859
 CP2859'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP2859'ABOUT 14 KM (8.70 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE IN
 CP2859'LAKE PROVIDENCE TO THE JUNCTION WITH STATE HIGHWAY 581, THENCE 3.2 KM
 CP2859'(2.00 MI) WEST ON HIGHWAY 581 TO THE JUNCTION WITH STATE HIGHWAY 881
 CP2859'AND THE MARK IN THE SOUTHWEST QUADRANT OF THE HIGHWAYS, 14 M (45.9 FT)
 CP2859'WEST OF THE CENTER OF HIGHWAY 881, 9.6 KM (5.95 MI) SOUTH OF THE
 CP2859'CENTER OF HIGHWAY 581 AND 4.6 M (15.1 FT) WEST-SOUTHWEST OF THE CENTER
 CP2859'OF A METAL TENNESSEE GAS PIPELINE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4139 ***********************************************************************
 BJ4139  DESIGNATION -  ELLIS
 BJ4139  PID         -  BJ4139
 BJ4139  STATE/COUNTY-  LA/WASHINGTON
 BJ4139  USGS QUAD   -  PINE (1983)
 BJ4139
 BJ4139                         *CURRENT SURVEY CONTROL
 BJ4139  ___________________________________________________________________
 BJ4139* NAD 83(1992)-  30 56 34.42361(N)    090 05 57.92356(W)     ADJUSTED  
 BJ4139* NAVD 88     -       102.0    (meters)     335.     (feet)  VERTCON   
 BJ4139  ___________________________________________________________________
 BJ4139  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BJ4139  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BJ4139
 BJ4139  HORZ ORDER  -  SECOND
 BJ4139
 BJ4139.The horizontal coordinates were established by classical geodetic methods
 BJ4139.and adjusted by the National Geodetic Survey in May 1994..
 BJ4139
 BJ4139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4139
 BJ4139.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4139
 BJ4139.The geoid height was determined by GEOID03.
 BJ4139
 BJ4139;                    North         East     Units Scale Factor Converg.
 BJ4139;SPC LA S     -   271,428.037 1,117,918.717   MT  1.00006068   +0 37 01.1
 BJ4139;SPC LA S     -   890,510.15  3,667,704.99   sFT  1.00006068   +0 37 01.1
 BJ4139;SPC MS W     -   159,969.386   722,351.627   MT  0.99995616   +0 07 13.0
 BJ4139;SPC MS W     -   524,832.89  2,369,915.30   sFT  0.99995616   +0 07 13.0
 BJ4139;UTM  15      - 3,426,882.132   777,127.702   MT  1.00054746   +1 29 32.6
 BJ4139
 BJ4139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4139!SPC LA S     -   0.99998830  x   1.00006068  =   1.00004898
 BJ4139!SPC MS W     -   0.99998830  x   0.99995616  =   0.99994446
 BJ4139!UTM  15      -   0.99998830  x   1.00054746  =   1.00053575
 BJ4139
 BJ4139|---------------------------------------------------------------------|
 BJ4139| PID    Reference Object                     Distance      Geod. Az  |
 BJ4139|                                                           dddmmss.s |
 BJ4139| CW1332 ELLIS RM 1                           12.166 METERS 00838     |
 BJ4139| CW1330 ELLIS AZ MK                                        1844801.1 |
 BJ4139| CW1333 ELLIS RM 2                           11.683 METERS 18551     |
 BJ4139| BJ4140 ELLIS LDH 1970 A POINT               10.129 METERS 29803     |
 BJ4139| CW1331 ELLIS AZ MK 2                                      3500941.1 |
 BJ4139|---------------------------------------------------------------------|
 BJ4139
 BJ4139                          SUPERSEDED SURVEY CONTROL
 BJ4139
 BJ4139  NAD 83(1992)-  30 56 34.43094(N)    090 05 57.92155(W) AD(       ) 2
 BJ4139  NAD 83(1986)-  30 56 34.43810(N)    090 05 57.92039(W) AD(       ) 2
 BJ4139  NAD 27      -  30 56 33.78435(N)    090 05 57.61436(W) AD(       ) 2
 BJ4139  NGVD 29 (07/19/86)  102.1    (m)          335.     (f) VERT ANG       
 BJ4139
 BJ4139.Superseded values are not recommended for survey control.
 BJ4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4139.See file dsdata.txt to determine how the superseded data were derived.
 BJ4139
 BJ4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7712826882(NAD 83)
 BJ4139_MARKER: DD = SURVEY DISK
 BJ4139_SETTING: 0 = UNSPECIFIED SETTING
 BJ4139
 BJ4139  HISTORY     - Date     Condition        Report By
 BJ4139  HISTORY     - 1970     MONUMENTED       LADH
 BJ4139
 BJ4139                          STATION DESCRIPTION
 BJ4139
 BJ4139'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4139'THE STATION IS LOCATED 7.3 MILES NORTH OF FRANKLINTON AND 2.7 MILES
 BJ4139'SOUTH OF HACKLEY IN THE SOUTHEAST 1/4 OF SECTION 21, T1S-R11E, AND
 BJ4139'ON PROPERTY OWNED BY MR. BENNY C. KING.  IT IS 83.0 FEET NORTH OF
 BJ4139'THE NORTH END OF A CONCRETE LIVESTOCK DIPPING VAT, 62.0 FEET EAST
 BJ4139'OF THE CENTER OF STATE HIGHWAY 430, 18 FEET NORTHEAST OF A 16 INCH
 BJ4139'FORKED BLACK JACK OAK TREE, 4.80 FEET EAST OF A METAL WITNESS
 BJ4139'POST AND SIGN.  STATION IS 0.2 MILE SOUTH OF THE INTERSECTION OF
 BJ4139'STATE HIGHWAY 38 AND STATE HIGHWAY 430.  IT IS A LOUISIANA
 BJ4139'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED
 BJ4139'ELLIS 1970 PROJECTING 4 INCHES.
 BJ4139'
 BJ4139'REFERENCE MARK NO. 1 IS 39.91 FEET NORTH OF THE STATION.  IT IS 112.0
 BJ4139'FEET NORTH OF THE NORTH END OF A DIPPING VAT, 67.0 FEET EAST OF THE
 BJ4139'CENTER OF STATE HIGHWAY 430, 56 FEET NORTH-NORTHEAST OF A 16 INCH
 BJ4139'FORKED OAK TREE, AND 41.0 FEET NORTHEAST OF A METAL WITNESS POST
 BJ4139'AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BJ4139'GEODETIC SURVEY DISK, STAMPED ELLIS R.M. 1 1970, PROJECTING 3 INCHES.
 BJ4139'
 BJ4139'REFERENCE MARK NO. 2 IS 38.33 FEET SOUTH OF THE STATION.  IT IS 62.0
 BJ4139'FEET EAST OF THE CENTER OF STATE HIGHWAY 430, 45.0 FEET NORTH OF THE
 BJ4139'NORTH END OF A CONCRETE DIPPING VAT, 44 FEET WEST OF A 20 INCH OAK
 BJ4139'TREE, AND 38.0 FEET SOUTH-SOUTHEAST OF WITNESS POST AT STATION.
 BJ4139'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BJ4139'SURVEY DISK STAMPED ELLIS R.M. 2 1970, PROJECTING 3 INCHES.
 BJ4139'
 BJ4139'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 24.0 FEET
 BJ4139'WEST OF THE CENTER OF STATE HIGHWAY 430, 10.7 FEET NORTHWEST OF A
 BJ4139'POWER POLE, 3.7 FEET SOUTH-SOUTHEAST OF A TELEPHONE CABLE JUNCTION
 BJ4139'BOX, 3 FEET EAST OF A FENCE, AND 2.30 FEET EAST OF A METAL WITNESS
 BJ4139'POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4139'COAST AND GEODETIC SURVEY DISK, STAMPED ELLIS AZ. MK. 1970,
 BJ4139'PROJECTING 2 INCHES.
 BJ4139'
 BJ4139'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ4139'HIGHWAY 430 FOR 0.5 MILE TO MARK SET ON THE EAST SIDE OF THE HIGHWAY
 BJ4139'NEAR A FENCE.
 BJ4139'
 BJ4139'AZIMUTH MARK 2 IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 51.0 FEET
 BJ4139'WEST OF A CONCRETE RIGHT OF WAY MARKER, 40.0 FEET NORTH OF THE
 BJ4139'CENTER OF STATE HIGHWAY 38, 1.7 FEET SOUTH OF A FENCE, AND 1.70 FEET
 BJ4139'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT
 BJ4139'OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED ELLIS
 BJ4139'AZ. MK. NO.  2 1970, PROJECTING 2 INCHES.
 BJ4139'
 BJ4139'TO REACH AZIMUTH MARK 2 FROM THE STATION, FOLLOW STATE HIGHWAY 430
 BJ4139'NORTH FOR 0.2 MILE TO JUNCTION WITH STATE HIGHWAY 38, THEN DRIVE
 BJ4139'WEST ALONG STATE HIGHWAY 38 FOR 0.05 MILE TO MARK SET NORTH OF
 BJ4139'HIGHWAY NEAR A FENCE.
 BJ4139'
 BJ4139'TO REACH THE STATION FROM THE WASHINGTON PARISH COURTHOUSE IN
 BJ4139'FRANKLINTON ON CORNER OF STATE HIGHWAY 16 AND STATE HIGHWAY 25,
 BJ4139'DRIVE NORTH ON STATE HIGHWAY 25 FOR 0.8 MILE TO JUNCTION WITH STATE
 BJ4139'HIGHWAY 430, TURN RIGHT AND GO NORTHEAST FOR 0.2 MILE TO
 BJ4139'JUNCTION WITH STATE HIGHWAY 1069, TURN LEFT AND DRIVE NORTH AND
 BJ4139'NORTHEAST FOR 7.3 MILES ON STATE HIGHWAY 430 TO STATION SET ON THE
 BJ4139'RIGHT AND EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2446 ***********************************************************************
 BJ2446  DESIGNATION -  ELLIS USE
 BJ2446  PID         -  BJ2446
 BJ2446  STATE/COUNTY-  LA/ST LANDRY
 BJ2446  USGS QUAD   -  PORTAGE (1970)
 BJ2446
 BJ2446                         *CURRENT SURVEY CONTROL
 BJ2446  ___________________________________________________________________
 BJ2446* NAD 83(1992)-  30 29 57.51010(N)    091 45 38.72282(W)     ADJUSTED  
 BJ2446* NAVD 88     -         7.84   (+/-2cm)      25.7    (feet)  VERTCON   
 BJ2446  ___________________________________________________________________
 BJ2446  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ2446  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2446
 BJ2446  HORZ ORDER  -  SECOND
 BJ2446  VERT ORDER  -  ? (See Below)
 BJ2446
 BJ2446.The horizontal coordinates were established by classical geodetic methods
 BJ2446.and adjusted by the National Geodetic Survey in January 1993..
 BJ2446
 BJ2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2446.The vertical order pertains to the NGVD 29 superseded value.
 BJ2446
 BJ2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2446
 BJ2446.The geoid height was determined by GEOID03.
 BJ2446
 BJ2446;                    North         East     Units Scale Factor Converg.
 BJ2446;SPC LA S     -   221,691.180   958,969.154   MT  0.99996346   -0 12 49.4
 BJ2446;SPC LA S     -   727,331.81  3,146,217.97   sFT  0.99996346   -0 12 49.4
 BJ2446;UTM  15      - 3,374,767.664   618,923.847   MT  0.99977447   +0 37 44.5
 BJ2446
 BJ2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2446!SPC LA S     -   1.00000308  x   0.99996346  =   0.99996654
 BJ2446!UTM  15      -   1.00000308  x   0.99977447  =   0.99977755
 BJ2446
 BJ2446                          SUPERSEDED SURVEY CONTROL
 BJ2446
 BJ2446  NAD 83(1986)-  30 29 57.52960(N)    091 45 38.71829(W) AD(       ) 2
 BJ2446  NAD 27      -  30 29 56.83266(N)    091 45 38.30286(W) AD(       ) 2
 BJ2446  NGVD 29 (??/??/??)    7.850  (m)           25.75   (f) ADJUSTED    ?  
 BJ2446
 BJ2446.Superseded values are not recommended for survey control.
 BJ2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2446.See file dsdata.txt to determine how the superseded data were derived.
 BJ2446
 BJ2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1892474768(NAD 83)
 BJ2446_MARKER: DD = SURVEY DISK
 BJ2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2446+STABILITY: SURFACE MOTION
 BJ2446
 BJ2446  HISTORY     - Date     Condition        Report By
 BJ2446  HISTORY     - 1935     MONUMENTED       CGS
 BJ2446  HISTORY     - 1936     GOOD             DOD
 BJ2446  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ2446  HISTORY     - 1960     MARK NOT FOUND   CGS
 BJ2446  HISTORY     - 1967     GOOD             USGS
 BJ2446
 BJ2446                          STATION DESCRIPTION
 BJ2446
 BJ2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ2446'STATION IS 3 MILES S OF KROTZ SPRINGS ON THE W SIDE OF A
 BJ2446'ROAD THAT RUNS ALONG THE W LEVEE OF THE ATCHAFALAYA RIVER,
 BJ2446'ABOUT 50 FEET W OF THE ROAD, ABOUT 30 FEET SE OF A FARMHOUSE,
 BJ2446'AND AT THE N SIDE OF A BARNYARD.
 BJ2446'
 BJ2446'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE.
 BJ2446
 BJ2446                          STATION RECOVERY (1936)
 BJ2446
 BJ2446'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1936
 BJ2446'3 MI S FROM KROTZ SPRINGS.
 BJ2446'3 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2446'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, 1,535 FEET SOUTH OF
 BJ2446'LEVEE MILEPOST 51, 204 FEET WEST OF LEVEE STATION 2572+86.2, ON THE
 BJ2446'WEST BANK OF ATCHAFALAYA RIVER, 158 FEET WEST OF THE CENTER LINE OF A
 BJ2446'DIRT ROAD PARALLELING THE LEVEE, 75 FEET SOUTHEAST OF A HOUSE ON THE
 BJ2446'T.J. LAWLER PROPERTY, IN A BARNYARD, AND 20 FEET SOUTH OF AN
 BJ2446'EAST-AND-WEST FENCE.  A STANDARD TRIANGULATION-STATION DISK, SET IN
 BJ2446'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 BJ2446
 BJ2446                          STATION RECOVERY (1957)
 BJ2446
 BJ2446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ2446'STATION NOT RECOVERED.  THIS AREA IS NOW BETWEEN THE EAST
 BJ2446'AND WEST ATCHAFALAYA RIVER LEVEES.  THE PUBLISHED DESCRIPTION
 BJ2446'IS INADEQUATE FOR RECOVERY.
 BJ2446
 BJ2446                          STATION RECOVERY (1960)
 BJ2446
 BJ2446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ2446'THE STATION WAS VISITED 2-6-60 AND THE STATION WAS NOT LOCATED
 BJ2446'AT THIS DATE.  THE LEVEE HAS BEEN MOVED, EAST, AWAY FROM
 BJ2446'THE RIVER SINCE THE MARK WAS ESTABLISHED AND THE AREA BETWEEN
 BJ2446'THE LEVEE AND THE RIVER AT THIS DATE WAS UNDER ABOUT 8 FEET
 BJ2446'OF WATER.  MR. WILLIAMSON WHO LIVES IN THE VICINITY STATES
 BJ2446'THAT HIS HOUSE AT ONE TIME WAS LOCATED BY THE MARK AND THE
 BJ2446'MARK WAS NOT DESTROYED WHEN THE LEVEE WAS MOVED.  HE ALSO
 BJ2446'STATED THAT THE MARK COULD BE FOUND AT LOW WATER.
 BJ2446
 BJ2446                          STATION RECOVERY (1967)
 BJ2446
 BJ2446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BJ2446'STATION IS LOCATED 3.0 MILES SOUTH OF KROTZ SPRINGS ALONG
 BJ2446'ROAD ON WEST SIDE OF LEVEE, (RD. MOVED) T. 6 S., R. 7 E.
 BJ2446'NEAR SE COR OF SEC. 19, ABOUT 175 FT. W. OF OLD LEVEE WHERE
 BJ2446'OLD LEVEE TURNS FROM N. TO NNE.  1050 FT. N. AND 150 FT. W. OF
 BJ2446'TRAIL AT E-W DITCH.  17 FT. N. OF 18 INCH CYPRESS WITH BLAZE
 BJ2446'ON N. SIDE.  LARGE KNOT ON CYPRESS TREE ABOUT 3 FT. ABOVE
 BJ2446'GROUND.  2 FT. E. OF STEEL POST WITH USC AND GS WITNESS
 BJ2446'SIGN.  STANDARD TABLET IN CONCRETE STAMPED ELLIS 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3236 ***********************************************************************
 AU3236  DESIGNATION -  ELM
 AU3236  PID         -  AU3236
 AU3236  STATE/COUNTY-  LA/ASSUMPTION
 AU3236  USGS QUAD   -  MADEWOOD (1980)
 AU3236
 AU3236                         *CURRENT SURVEY CONTROL
 AU3236  ___________________________________________________________________
 AU3236* NAD 83(1992)-  29 55 54.26374(N)    091 00 00.10244(W)     ADJUSTED  
 AU3236* NAVD 88     -         5.5  **(meters)      18.   **(feet)  VERTCON   
 AU3236  **This station is located in a subsidence area (see below).
 AU3236  ___________________________________________________________________
 AU3236  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU3236  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU3236
 AU3236  HORZ ORDER  -  SECOND
 AU3236
 AU3236.The horizontal coordinates were established by classical geodetic methods
 AU3236.and adjusted by the National Geodetic Survey in January 1993..
 AU3236
 AU3236 ** The orthometric height has not been validated since last determined
 AU3236 ** by differential leveling and should not be used for control purposes.
 AU3236 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3236 ** area with valid NAVD 88 orthometric heights.
 AU3236 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3236 ** epoch indicated which incorporates improved geoid heights for the
 AU3236 ** Southern Louisiana Subsidence area.
 AU3236 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3236
 AU3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3236
 AU3236.The geoid height was determined by GEOID03.
 AU3236
 AU3236;                    North         East     Units Scale Factor Converg.
 AU3236;SPC LA S     -   158,747.016 1,032,178.922   MT  0.99992647   +0 09 60.0
 AU3236;SPC LA S     -   520,822.50  3,386,407.01   sFT  0.99992647   +0 09 60.0
 AU3236;UTM  15      - 3,312,903.183   693,044.329   MT  1.00005980   +0 59 53.6
 AU3236
 AU3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3236!SPC LA S     -   1.00000324  x   0.99992647  =   0.99992971
 AU3236!UTM  15      -   1.00000324  x   1.00005980  =   1.00006304
 AU3236
 AU3236|---------------------------------------------------------------------|
 AU3236| PID    Reference Object                     Distance      Geod. Az  |
 AU3236|                                                           dddmmss.s |
 AU3236| CV9768 ELM RM 1                             12.646 METERS 12157     |
 AU3236| AU2327 NAPOLEONVILLE WATER TANK            APPROX. 1.6 KM 2831933.5 |
 AU3236| DD6633 ELM AZ MK                                          2984353.0 |
 AU3236| AU2329 ELM RM 2                             11.455 METERS 32036     |
 AU3236|---------------------------------------------------------------------|
 AU3236
 AU3236                          SUPERSEDED SURVEY CONTROL
 AU3236
 AU3236  NAD 83(1986)-  29 55 54.28298(N)    091 00 00.10306(W) AD(       ) 2
 AU3236  NAD 27      -  29 55 53.55063(N)    090 59 59.74835(W) AD(       ) 2
 AU3236  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 AU3236
 AU3236.Superseded values are not recommended for survey control.
 AU3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3236.See file dsdata.txt to determine how the superseded data were derived.
 AU3236
 AU3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9304412903(NAD 83)
 AU3236_MARKER: DD = SURVEY DISK
 AU3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3236
 AU3236  HISTORY     - Date     Condition        Report By
 AU3236  HISTORY     - 1973     MONUMENTED       LADH
 AU3236
 AU3236                          STATION DESCRIPTION
 AU3236
 AU3236'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 AU3236'THE STATION IS LOCATED 2 MILES SOUTHEAST OF NAPOLEONVILLE, 6.5 MILES
 AU3236'NORTH-NORTHEAST OF LABADIEVILLE, IN THE SOUTHWEST 1/4 OF SECTION 21,
 AU3236'T13S, R14E, AND ON THE PROPERTY OWNED BY THE TEXAS AND PACIFIC
 AU3236'RAILROAD.
 AU3236'
 AU3236'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 308 AND STATE
 AU3236'HIGHWAY 1008 IN NAPOLEONVILLE, DRIVE SOUTH ALONG STATE HIGHWAY 308
 AU3236'FOR 2.5 MILES TO ELMFIELD ROAD.  TURN LEFT ON ELMFIELD ROAD AND GO
 AU3236'EAST FOR 0.20 MILE TO THE TEXAS AND PACIFIC RAILROAD.  THE STATION
 AU3236'IS SET ON THE RIGHT NEAR THE RAILROAD CROSSING.
 AU3236'
 AU3236'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG ELMFIELD
 AU3236'ROAD FOR 0.20 MILE TO STATE HIGHWAY 308, TURN RIGHT ON STATE HIGHWAY
 AU3236'308 AND GO NORTH FOR 0.30 MILE TO MARY ROAD ON THE RIGHT, TURN
 AU3236'RIGHT ON MARY ROAD AND GO EAST FOR 0.20 MILE TO THE TEXAS AND
 AU3236'PACIFIC RAILROAD CROSSING.  THE MARK IS SET ON THE LEFT NEAR
 AU3236'THE TRACKS.
 AU3236'
 AU3236'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3236'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3236'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU3236'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU3236'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU3236'STAMPED ELM 1973.  THE MARK IS LOCATED EAST OF STATE HIGHWAY 308 BY
 AU3236'THE TEXAS AND PACIFIC RAILROAD, 19 FEET EAST OF THE CENTER OF
 AU3236'ELMFIELD ROAD, 8 FEET NORTHEAST OF THE SOUTH END OF A BRICK HEAD
 AU3236'WALL ON A CULVERT UNDER THE RAILROAD, 4 FEET SOUTH OF THE SOUTH
 AU3236'RAIL ON THE RAILROAD, 1.5 FEET EAST OF A METAL WITNESS POST AND
 AU3236'SIGN.
 AU3236'
 AU3236'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3236'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3236'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3236'STAMPED ELM R.M. 1 1973.  IT IS 60 FEET EAST OF THE CENTER OF
 AU3236'ELMFIELD ROAD, 47 FEET SOUTHEAST OF THE NORTH END OF A BRICK HEAD
 AU3236'WALL ON A CULVERT UNDER THE RAILROAD TRACK, 22 FEET NORTH OF THE
 AU3236'CENTER OF A FIELD ROAD, 7 FEET SOUTH OF THE SOUTH RAIL ON THE
 AU3236'RAILROAD.
 AU3236'
 AU3236'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3236'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3236'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3236'STAMPED ELM R. M. 2 1973.  IT IS 20 FEET NORTH-NORTHWEST OF THE
 AU3236'SOUTH END OF A BRICK HEAD WALL ON A CULVERT UNDER THE RAILROAD, 18
 AU3236'FEET WEST OF THE CENTER OF ELMFIELD ROAD, 5 FEET SOUTH-SOUTHWEST
 AU3236'OF THE NORTH END OF A BRICK HEAD WALL ON A CULVERT UNDER THE
 AU3236'RAILROAD, 5 FEET NORTH OF THE NORTH RAIL ON THE RAILROAD.
 AU3236'
 AU3236'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3236'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3236'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3236'STAMPED ELM AZ. MK. 1973.  IT IS 11 FEET WEST OF THE CENTER OF
 AU3236'MARY ROAD, 5 FEET SOUTH OF THE NORTH END OF A BRICK HEAD WALL OF A
 AU3236'CULVERT, 5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 2 FEET EAST
 AU3236'OF A METAL WITNESS POST AND SIGN.
 AU3236'
 AU3236'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3137 ***********************************************************************
 CQ3137  DESIGNATION -  ELM
 CQ3137  PID         -  CQ3137
 CQ3137  STATE/COUNTY-  LA/BOSSIER
 CQ3137  USGS QUAD   -  ELM GROVE (1980)
 CQ3137
 CQ3137                         *CURRENT SURVEY CONTROL
 CQ3137  ___________________________________________________________________
 CQ3137* NAD 83(1992)-  32 21 22.69864(N)    093 30 42.83337(W)     ADJUSTED  
 CQ3137* NAVD 88     -        45.4    (meters)     149.     (feet)  VERTCON   
 CQ3137  ___________________________________________________________________
 CQ3137  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CQ3137  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ3137
 CQ3137  HORZ ORDER  -  SECOND
 CQ3137
 CQ3137.The horizontal coordinates were established by classical geodetic methods
 CQ3137.and adjusted by the National Geodetic Survey in January 1993..
 CQ3137
 CQ3137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3137
 CQ3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3137
 CQ3137.The geoid height was determined by GEOID03.
 CQ3137
 CQ3137;                    North         East     Units Scale Factor Converg.
 CQ3137;SPC LA N     -   206,264.828   904,760.900   MT  0.99994394   -0 32 06.0
 CQ3137;SPC LA N     -   676,720.52  2,968,369.72   sFT  0.99994394   -0 32 06.0
 CQ3137;UTM  15      - 3,580,045.696   451,836.123   MT  0.99962861   -0 16 26.3
 CQ3137
 CQ3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3137!SPC LA N     -   0.99999694  x   0.99994394  =   0.99994088
 CQ3137!UTM  15      -   0.99999694  x   0.99962861  =   0.99962555
 CQ3137
 CQ3137|---------------------------------------------------------------------|
 CQ3137| PID    Reference Object                     Distance      Geod. Az  |
 CQ3137|                                                           dddmmss.s |
 CQ3137| CQ3370 ELM RM 1                             10.966 METERS 03529     |
 CQ3137| CQ3369 ELM AZ MK                                          0582054.5 |
 CQ3137| CQ3136 ELM A                                24.470 METERS 08403     |
 CQ3137| CQ3372 ELM AZ MK 2                                        2033858.3 |
 CQ3137| CQ3371 ELM RM 2                             11.758 METERS 21053     |
 CQ3137|---------------------------------------------------------------------|
 CQ3137
 CQ3137                          SUPERSEDED SURVEY CONTROL
 CQ3137
 CQ3137  NAD 83(1986)-  32 21 22.71096(N)    093 30 42.82648(W) AD(       ) 2
 CQ3137  NAD 27      -  32 21 22.15205(N)    093 30 42.19629(W) AD(       ) 2
 CQ3137  NGVD 29 (07/19/86)   45.5    (m)          149.     (f) VERT ANG       
 CQ3137
 CQ3137.Superseded values are not recommended for survey control.
 CQ3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3137.See file dsdata.txt to determine how the superseded data were derived.
 CQ3137
 CQ3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5183680046(NAD 83)
 CQ3137_MARKER: DD = SURVEY DISK
 CQ3137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3137_SP_SET: CONCRETE POST
 CQ3137_STAMPING: ELM 1969
 CQ3137_MARK LOGO: CGS+SS
 CQ3137_PROJECTION: FLUSH
 CQ3137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3137+STABILITY: SURFACE MOTION
 CQ3137
 CQ3137  HISTORY     - Date     Condition        Report By
 CQ3137  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3137  HISTORY     - 1985     GOOD             LADTD
 CQ3137  HISTORY     - 20020511 GOOD             USPSQD
 CQ3137
 CQ3137                          STATION DESCRIPTION
 CQ3137
 CQ3137'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3137'THE STATION IS LOCATED 10.85 MILES SOUTH OF BOSSIER CITY
 CQ3137'LIMITS AND 2.97 MILES NORTHEAST OF ELM GROVE.  IT IS 1.80 FEET
 CQ3137'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN, 10.20 FEET
 CQ3137'NORTHEAST OF A 12 INCH PECAN TREE, 108.0 FEET WEST OF A 36 INCH
 CQ3137'PECAN TREE, 184.50 FEET WEST-SOUTHWEST OF LOADING SHOOT ON
 CQ3137'CATTLE PEN, APPROXIMATELY 650 FEET NORTH OF CENTER OF STATE
 CQ3137'HIGHWAY 157.  STATION IS SET ON BANK OF POND ON NORTH SIDE OF
 CQ3137'PASTURE NEAR A CATTLE PEN.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3137'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK, STAMPED ELM
 CQ3137'1969 FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3137'
 CQ3137'REFERENCE MARK NO. 1 IS 35.98 FEET NORTHEAST OF THE STATION.  IT
 CQ3137'IS 46.30 FEET NORTH-NORTHEAST OF A 12 INCH PECAN TREE, 87.50
 CQ3137'FEET WEST OF A 36 INCH PECAN TREE, 142.0 FEET WEST-SOUTHWEST OF
 CQ3137'LOADING SHOOT ON CATTLE PEN.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3137'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK, STAMPED
 CQ3137'R.M. NO. 1 ELM 1969 FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3137'
 CQ3137'REFERENCE MARK NO. 2 IS 38.57 FEET SOUTHWEST OF THE
 CQ3137'STATION.  IT IS 208.0 FEET SOUTHWEST OF LOADING SHOOT ON CATTLE
 CQ3137'PEN, 28.0 FEET SOUTH OF A 12 INCH PECAN TREE, 136.50 FEET
 CQ3137'WEST-SOUTHWEST OF A 36 INCH PECAN TREE, 36.40 FEET SOUTHWEST
 CQ3137'OF WITNESS POST AT STATION.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3137'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 CQ3137'R.M. NO. 2 ELM 1969 FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3137'
 CQ3137'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS
 CQ3137'74.51 FEET.
 CQ3137'
 CQ3137'THE AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION.  IT IS
 CQ3137'1.30 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, 2.00
 CQ3137'FEET SOUTHEAST OF A FENCE, 19.50 FEET SOUTH OF A TEXAS
 CQ3137'EASTERN GAS COMPANY PIPELINE MARKER, 46.50 FEET NORTHWEST
 CQ3137'OF THE CENTER OF STATE HIGHWAY 157, 79.0 FEET SOUTHWEST OF A
 CQ3137'POWER POLE.
 CQ3137'
 CQ3137'TO REACH THE AZIMUTH MARK FROM THE STATION, START AT GATE ON
 CQ3137'PASTURE ROAD LEADING TO STATION AND DRIVE NORTHEAST ON
 CQ3137'STATE HIGHWAY 157, FOR 0.4 MILE, MARK IS SET ON LEFT NEAR A
 CQ3137'FENCE AND PIPELINE CROSSING.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3137'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK, STAMPED
 CQ3137'AZ.MK. ELM 1969, PROJECTING 3 INCHES.
 CQ3137'
 CQ3137'AZIMUTH MARK 2 IS 0.39 MILE SOUTHWEST OF THE STATION.  IT
 CQ3137'IS 1.40 WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN, 2.35
 CQ3137'FEET NORTH-NORTHWEST OF A FENCE, 24.0 FEET WEST-SOUTHWEST OF
 CQ3137'POWER POLE NO. 34, 11.70 FEET NORTH-NORTHWEST OF A 36
 CQ3137'INCH PECAN TREE, 51.0 FEET SOUTH OF THE CENTER OF STATE
 CQ3137'HIGHWAY 157, AND APPROXIMATELY 300 FEET NORTH-NORTHEAST OF
 CQ3137'INTERSECTION OF STATE HIGHWAY 157 AND STATE HIGHWAY 154.
 CQ3137'
 CQ3137'TO REACH AZIMUTH MARK 2 FROM STATION, DRIVE SOUTH FROM GATE
 CQ3137'ENTRANCE TO PASTURE FOR 0.4 MILE TO MARK SET ON LEFT NEAR
 CQ3137'FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 CQ3137'AND GEODETIC SURVEY DISK STAMPED AZ.MK. NO. 2 ELM 1969,
 CQ3137'PROJECTING 2 INCHES.
 CQ3137'
 CQ3137'TO REACH THE STATION FROM THE BOSSIER CITY LIMITS, FOLLOW
 CQ3137'U.S. HIGHWAY 71 SOUTH FOR 10.85 MILES TO INTERSECTION OF
 CQ3137'U.S. HIGHWAY 71 AND STATE HIGHWAY 157 IN ELM GROVE THEN FOLLOW
 CQ3137'STATE HIGHWAY 157 NORTHEAST FOR 2.97 MILES TO GATE ON LEFT
 CQ3137'TO PASTURE, DRIVE ON FIELD ROAD ACROSS PASTURE FOR APPROXIMATELY
 CQ3137'650 FEET TO THE NORTH.  STATION IS SET NEAR POND AND CATTLE PEN.
 CQ3137
 CQ3137                          STATION RECOVERY (1985)
 CQ3137
 CQ3137'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ3137'17.5 KM(10.9 MI) SOUTH FROM BOSSIER CITY.
 CQ3137'17.5 KM(10.9 MI) SOUTH OF BOSSIER CITY AND 4.8 KM(3 MI) NORTHEAST OF
 CQ3137'ELM GROVE ON STATE HIGHWAY 157, NEAR A LOADING SHOOT FOR LIVESTOCK
 CQ3137'AND NORTH OF THE HIGHWAY AND ON THE BANK OF A POND.  TO REACH THE
 CQ3137'STATION MARK FROM THE BOSSIER CITY LIMITS, FOLLOW U S HIGHWAY 71
 CQ3137'SOUTH FOR 17.5 KM(10.9 MI) TO THE INTERSECTION OF U S HIGHWAY 71 AND
 CQ3137'STATE HIGHWAY 157 IN ELM GROVE, THENCE NORTHEAST(RIGHT) ALONG STATE
 CQ3137'HIGHWAY 157 FOR 4.8 KM(3 MI) TO A GATE ON THE LEFT LEADING INTO A
 CQ3137'PASTURE, THENCE NORTH (LEFT) FOR 0.2 KM(0.12 MI) TO THE STATION IN
 CQ3137'THE PASTURE, 56.2 METERS (184.5 FEET) WEST SOUTH WEST OF A CATTLE
 CQ3137'LOADING SHOOT, 32.9 METERS (108 FEET) WEST OF A 36 INCH PECAN TREE,
 CQ3137'3.0 METERS (10 FEET) NORTH EAST OF A 12 INCH PECAN TREE.
 CQ3137'THE MARK IS 0.45 METERS  ESE FROM A WITNESS POST.
 CQ3137
 CQ3137                          STATION RECOVERY (2002)
 CQ3137
 CQ3137'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3137'RM1 GOOD CONDITION.  RM2 GOOD CONDITION.  AZM GOOD CONDITION. AZM2
 CQ3137'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2868 ***********************************************************************
 CP2868  DESIGNATION -  ELMWOOD
 CP2868  PID         -  CP2868
 CP2868  STATE/COUNTY-  LA/EAST CARROLL
 CP2868  USGS QUAD   -  CARAWAY LAKE (1986)
 CP2868
 CP2868                         *CURRENT SURVEY CONTROL
 CP2868  ___________________________________________________________________
 CP2868* NAD 83(1992)-  32 42 30.49398(N)    091 19 24.75210(W)     ADJUSTED  
 CP2868* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 CP2868  ___________________________________________________________________
 CP2868  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CP2868  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CP2868
 CP2868  HORZ ORDER  -  SECOND
 CP2868
 CP2868.The horizontal coordinates were established by classical geodetic methods
 CP2868.and adjusted by the National Geodetic Survey in May 1994..
 CP2868
 CP2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2868
 CP2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2868
 CP2868.The geoid height was determined by GEOID03.
 CP2868
 CP2868;                    North         East     Units Scale Factor Converg.
 CP2868;SPC LA N     -   245,471.669 1,110,302.818   MT  1.00000980   +0 37 19.2
 CP2868;SPC LA N     -   805,351.63  3,642,718.50   sFT  1.00000980   +0 37 19.2
 CP2868;UTM  15      - 3,620,211.117   657,130.102   MT  0.99990445   +0 54 21.9
 CP2868
 CP2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2868!SPC LA N     -   0.99999967  x   1.00000980  =   1.00000947
 CP2868!UTM  15      -   0.99999967  x   0.99990445  =   0.99990412
 CP2868
 CP2868:                Primary Azimuth Mark                     Grid Az
 CP2868:SPC LA N     -  TRANSYLVANIA ATT MICROWAVE               102 07 23.3
 CP2868:UTM  15      -  TRANSYLVANIA ATT MICROWAVE               101 50 20.6
 CP2868
 CP2868|---------------------------------------------------------------------|
 CP2868| PID    Reference Object                     Distance      Geod. Az  |
 CP2868|                                                           dddmmss.s |
 CP2868| CP2865 TRANSYLVANIA ATT MICROWAVE          APPROX.10.8 KM 1024442.5 |
 CP2868| CY3530 ELMWOOD RM 1                         60.500 METERS 10851     |
 CP2868| CY3529 ELMWOOD AZ MK                                      1731346.6 |
 CP2868| CY3531 ELMWOOD RM 2                         49.737 METERS 18829     |
 CP2868|---------------------------------------------------------------------|
 CP2868
 CP2868                          SUPERSEDED SURVEY CONTROL
 CP2868
 CP2868  NAD 83(1992)-  32 42 30.49839(N)    091 19 24.74887(W) AD(       ) 2
 CP2868  NAD 83(1986)-  32 42 30.50687(N)    091 19 24.74562(W) AD(       ) 2
 CP2868  NAD 27      -  32 42 30.02764(N)    091 19 24.33902(W) AD(       ) 2
 CP2868  NGVD 29 (07/19/86)   28.3    (m)           93.     (f) VERT ANG       
 CP2868
 CP2868.Superseded values are not recommended for survey control.
 CP2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2868.See file dsdata.txt to determine how the superseded data were derived.
 CP2868
 CP2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5713020211(NAD 83)
 CP2868_MARKER: DS = TRIANGULATION STATION DISK
 CP2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2868
 CP2868  HISTORY     - Date     Condition        Report By
 CP2868  HISTORY     - 1970     MONUMENTED       NGS
 CP2868
 CP2868                          STATION DESCRIPTION
 CP2868
 CP2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2868'NO MEASUREMENT BETWEEN THE RMS DUE TO A HOUSE ON LINE.
 CP2868'
 CP2868'THE STATION IS ABOUT 12 MILES SOUTH-SOUTHEAST OF OAK GROVE, 12
 CP2868'MILES NORTHEAST OF EPPS, 11 MILES SOUTHWEST OF LAKE PROVIDENCE,
 CP2868'AT THE EAST EDGE OF SECTION 22, T.20N., R.11 E. AND ON LAND
 CP2868'OWNED BY THE ELMWOOD BAPTIST CHURCH.
 CP2868'
 CP2868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 CP2868'STATE HIGHWAY 134 IN EPPS, GO EASTERLY ON STATE HIGHWAY 134 FOR
 CP2868'4.9 MILES TO A BRIDGE AND STATE HIGHWAY 577, CONTINUE NORTHEAST
 CP2868'ON STATE HIGHWAY 134 FOR 6.2 MILES TO A PAVED SIDE ROAD LEFT.
 CP2868'TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 3.1 MILES TO STATE
 CP2868'HIGHWAY 882.  TURN LEFT AND GO WEST ON STATE HIGHWAY 882 FOR
 CP2868'0.15 MILE TO THE ELMWOOD BAPTIST CHURCH AND THE STATION ON
 CP2868'THE LEFT.
 CP2868'
 CP2868'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 CP2868'HIGHWAY 882 FOR 0.5 MILE TO A DRIVEWAY LEADING TO A HOUSE AND
 CP2868'THE AZIMUTH MARK ON THE LEFT.
 CP2868'
 CP2868'STATION MARKS ARE STANDARD DISKS STAMPED ELMWOOD 1970.  THE
 CP2868'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2868'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 117 FEET
 CP2868'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 40 FEET SOUTH OF
 CP2868'THE CENTERLINE OF STATE HIGHWAY 882 AND 33 FEET WEST-SOUTHWEST
 CP2868'OF A TELEPHONE POLE.  THE UNDERGROUND MARK IS SET IN THE TOP
 CP2868'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP2868'SURFACE.
 CP2868'
 CP2868'REFERENCE MARK 1, A STANDARD DISK STAMPED ELMWOOD NO 1 1970,
 CP2868'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2868'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 85 FEET SOUTH OF
 CP2868'THE CENTERLINE OF STATE HIGHWAY 882, 19 FEET NORTH OF THE
 CP2868'NORTHWEST CORNER OF THE CHURCH AND 1 FOOT WEST OF A POWERLINE
 CP2868'POLE.
 CP2868'
 CP2868'REFERENCE MARK 2, A STANDARD DISK STAMPED ELMWOOD NO 2 1970,
 CP2868'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2868'IS FLUSH WITH THE GROUND SURFACE.  IT IS 128 FEET WEST-SOUTHWEST
 CP2868'OF THE NORTHWEST CORNER OF THE HOUSE AND 1.4 FEET NORTH OF A
 CP2868'POWERLINE POLE.
 CP2868'
 CP2868'THE AZIMUTH MARK, A STANDARD DISK STAMPED ELMWOOD 1970, IS
 CP2868'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2868'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 166 FEET
 CP2868'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 882, 80 FEET
 CP2868'EAST-NORTHEAST OF SOUTHEAST CORNER OF THE HOUSE AND 0.9 FEET
 CP2868'NORTH-NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER.
 CP2868'
 CP2868'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0996 ***********************************************************************
 AT0996  DESIGNATION -  ELOI
 AT0996  PID         -  AT0996
 AT0996  STATE/COUNTY-  LA/ST BERNARD
 AT0996  USGS QUAD   -  LAKE ELOI (1994)
 AT0996
 AT0996                         *CURRENT SURVEY CONTROL
 AT0996  ___________________________________________________________________
 AT0996* NAD 83(1992)-  29 47 48.53827(N)    089 28 19.98991(W)     ADJUSTED  
 AT0996* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0996  ___________________________________________________________________
 AT0996  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AT0996  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AT0996
 AT0996  HORZ ORDER  -  SECOND
 AT0996
 AT0996.The horizontal coordinates were established by classical geodetic methods
 AT0996.and adjusted by the National Geodetic Survey in May 1994..
 AT0996
 AT0996.The orthometric height was scaled from a topographic map.
 AT0996
 AT0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0996
 AT0996.The geoid height was determined by GEOID03.
 AT0996
 AT0996;                    North         East     Units Scale Factor Converg.
 AT0996;SPC LA S     -   145,206.070 1,179,916.501   MT  0.99993205   +0 55 50.1
 AT0996;SPC LA S     -   476,396.91  3,871,109.39   sFT  0.99993205   +0 55 50.1
 AT0996;UTM  16      - 3,298,834.149   261,038.125   MT  1.00030460   -1 13 44.7
 AT0996
 AT0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0996!SPC LA S     -   1.00000402  x   0.99993205  =   0.99993607
 AT0996!UTM  16      -   1.00000402  x   1.00030460  =   1.00030862
 AT0996
 AT0996:                Primary Azimuth Mark                     Grid Az
 AT0996:SPC LA S     -  PETRE                                    055 47 28.6
 AT0996:UTM  16      -  PETRE                                    057 57 03.4
 AT0996
 AT0996|---------------------------------------------------------------------|
 AT0996| PID    Reference Object                     Distance      Geod. Az  |
 AT0996|                                                           dddmmss.s |
 AT0996| AT0991 PETRE                               APPROX. 7.4 KM 0564318.7 |
 AT0996| AT0993 LAKE ELOI LIGHT 3                   APPROX. 4.3 KM 1225715.0 |
 AT0996| DD6635 ELOI RM 2                            18.412 METERS 12903     |
 AT0996| AT0973 LAKE ELOI LIGHT 1                   APPROX. 8.6 KM 1462728.8 |
 AT0996| DD6634 ELOI RM 1                            26.118 METERS 23001     |
 AT0996|---------------------------------------------------------------------|
 AT0996
 AT0996                          SUPERSEDED SURVEY CONTROL
 AT0996
 AT0996  NAD 83(1992)-  29 47 48.54069(N)    089 28 19.98968(W) AD(       ) 2
 AT0996  NAD 83(1986)-  29 47 48.54687(N)    089 28 19.99079(W) AD(       ) 2
 AT0996  NAD 27      -  29 47 47.81100(N)    089 28 19.79600(W) AD(       ) 2
 AT0996
 AT0996.Superseded values are not recommended for survey control.
 AT0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0996.See file dsdata.txt to determine how the superseded data were derived.
 AT0996
 AT0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6103898834(NAD 83)
 AT0996_MARKER: DS = TRIANGULATION STATION DISK
 AT0996_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0996_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0996
 AT0996  HISTORY     - Date     Condition        Report By
 AT0996  HISTORY     - 1934     MONUMENTED       CGS
 AT0996  HISTORY     - 1952     GOOD             CGS
 AT0996  HISTORY     - 1965     GOOD             CGS
 AT0996  HISTORY     - 1969     GOOD             CGS
 AT0996
 AT0996                          STATION DESCRIPTION
 AT0996
 AT0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0996'STATION IS ON THE EXTREME NW END OF LAKE ELOI, ON THE N BANK OF THE
 AT0996'MOUTH OF BAYOU
 AT0996'POINTE-EN-POINTE, AND 51 METERS INSHORE IN SOLID
 AT0996'MARSH.
 AT0996'
 AT0996'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0996'OF THE TOP OF A
 AT0996'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0996'UPPER END OF A LONG WOODEN PILE
 AT0996'DRIVEN INTO THE MARSH.
 AT0996'
 AT0996'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF
 AT0996'CONCRETE.  BOTH
 AT0996'ARE IN HARD MARSH, AND CAST AROUND CYPRESS PILINGS.
 AT0996'
 AT0996'REFERENCE MARK NO. 1 IS TO THE SW OF THE STATION, 25 METERS INSHORE.
 AT0996'
 AT0996'REFERENCE MARK NO. 2 IS E OF THE STATION, 54 METERS INSHORE.
 AT0996'
 AT0996'REACHED FROM THE N VIA BAYOU LA LOUTRE, BAYOU ELOI, LAKE ELOI TO THE
 AT0996'STATION.  FROM THE
 AT0996'E VIA LAKE ELOI TO STATION.  FROM THE S VIA LAKE
 AT0996'FORTUNA, LAKE MACHIAS, BAYOU
 AT0996'POINTE-EN-POINTE TO LAKE ELOI AND
 AT0996'STATION.
 AT0996'
 AT0996'A DRAFT OF 2-1/2 FEET CAN BE CARRIED CLOSE TO STATION.
 AT0996
 AT0996                          STATION RECOVERY (1952)
 AT0996
 AT0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0996'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A COMPLETE
 AT0996'NEW DESCRIPTION
 AT0996'FOLLOWS-
 AT0996'
 AT0996'STATION IS AT THE EXTREME NW END OF LAKE ELOI, ON THE N BANK OF THE
 AT0996'MOUTH OF BAYOU
 AT0996'POINTE-EN-POINTE, AND 117 FEET INSHORE IN MARSH.
 AT0996'
 AT0996'STATION MARK IS A STANDARD DISK, STAMPED ELOI 1934 NO 1, SET IN THE
 AT0996'TOP OF AN 8-INCH
 AT0996'CONCRETE POST PROJECTING 1 INCH.  SHORELINE IS 117
 AT0996'FEET 3 DEG SE GEODETIC.
 AT0996'
 AT0996'R.M. 1 IS A STANDARD DISK, STAMPED ELOI 1934 NO 1, SET IN THE TOP OF
 AT0996'AN 8- BY 8-INCH
 AT0996'CONCRETE POST PROJECTING 4 INCHES.  IT IS 55 FEET N
 AT0996'OF THE BANK OF THE BAYOU AND 26
 AT0996'FEET NE OF THE NE CORNER OF ANGLE IN
 AT0996'A SMALL BAYOU.
 AT0996'
 AT0996'R.M. 2 IS A STANDARD DISK, STAMPED ELOI 1934 NO 2, SET IN THE TOP OF
 AT0996'AN 8- BY 8-INCH
 AT0996'CONCRETE POST PROJECTING 4 INCHES.  IT IS 81 FEET N
 AT0996'OF THE BANK OF THE BAYOU.
 AT0996
 AT0996                          STATION RECOVERY (1965)
 AT0996
 AT0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0996'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  1952 RECOVERY
 AT0996'NOTE BY P.L.B.
 AT0996'ADEQUATE.  A METAL WITNESS POST WAS SET AT THE
 AT0996'STATION MARK.
 AT0996
 AT0996                          STATION RECOVERY (1969)
 AT0996
 AT0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0996'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT0996'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT0996'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2816 ***********************************************************************
 AU2816  DESIGNATION -  ELSIE
 AU2816  PID         -  AU2816
 AU2816  STATE/COUNTY-  LA/JEFFERSON
 AU2816  USGS QUAD   -  LAFITTE (1973)
 AU2816
 AU2816                         *CURRENT SURVEY CONTROL
 AU2816  ___________________________________________________________________
 AU2816* NAD 83(1992)-  29 43 18.90771(N)    090 07 24.45462(W)     ADJUSTED  
 AU2816* NAVD 88     -         0.6  **(meters)       2.   **(feet)  VERTCON   
 AU2816  **This station is located in a subsidence area (see below).
 AU2816  ___________________________________________________________________
 AU2816  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2816  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AU2816
 AU2816  HORZ ORDER  -  SECOND
 AU2816
 AU2816.The horizontal coordinates were established by classical geodetic methods
 AU2816.and adjusted by the National Geodetic Survey in January 1993..
 AU2816
 AU2816 ** The orthometric height has not been validated since last determined
 AU2816 ** by differential leveling and should not be used for control purposes.
 AU2816 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2816 ** area with valid NAVD 88 orthometric heights.
 AU2816 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2816 ** epoch indicated which incorporates improved geoid heights for the
 AU2816 ** Southern Louisiana Subsidence area.
 AU2816 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2816.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2816
 AU2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2816
 AU2816.The geoid height was determined by GEOID03.
 AU2816
 AU2816;                    North         East     Units Scale Factor Converg.
 AU2816;SPC LA S     -   136,061.192 1,117,050.815   MT  0.99993752   +0 36 17.8
 AU2816;SPC LA S     -   446,394.09  3,664,857.55   sFT  0.99993752   +0 36 17.8
 AU2816;UTM  15      - 3,291,437.388   778,265.751   MT  1.00055550   +1 25 37.5
 AU2816
 AU2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2816!SPC LA S     -   1.00000389  x   0.99993752  =   0.99994141
 AU2816!UTM  15      -   1.00000389  x   1.00055550  =   1.00055939
 AU2816
 AU2816|---------------------------------------------------------------------|
 AU2816| PID    Reference Object                     Distance      Geod. Az  |
 AU2816|                                                           dddmmss.s |
 AU2816| DD6637 ELSIE RM 2                            7.458 METERS 24543     |
 AU2816| AU2817 ELSIE LDH 1972 RM 1                  16.459 METERS 29718     |
 AU2816| DD6636 ELSIE AZ MK                                        3291020.6 |
 AU2816|---------------------------------------------------------------------|
 AU2816
 AU2816                          SUPERSEDED SURVEY CONTROL
 AU2816
 AU2816  NAD 83(1986)-  29 43 18.92289(N)    090 07 24.45724(W) AD(       ) 2
 AU2816  NAD 27      -  29 43 18.16476(N)    090 07 24.18959(W) AD(       ) 2
 AU2816  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AU2816
 AU2816.Superseded values are not recommended for survey control.
 AU2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2816.See file dsdata.txt to determine how the superseded data were derived.
 AU2816
 AU2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7826691437(NAD 83)
 AU2816_MARKER: DD = SURVEY DISK
 AU2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2816
 AU2816  HISTORY     - Date     Condition        Report By
 AU2816  HISTORY     - 1972     MONUMENTED       LADH
 AU2816
 AU2816                          STATION DESCRIPTION
 AU2816
 AU2816'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2816'THE STATION IS LOCATED 15 MILES SOUTH OF NEW ORLEANS, 2 MILES NORTH
 AU2816'OF LAFITTE, AND 5 MILES SOUTHWEST OF CROWN POINT, IN THE NORTHEAST
 AU2816'QUARTER OF SECTION 2, T16S, R23E, AND ON THE PROPERTY OWNED BY THE
 AU2816'LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2816'
 AU2816'TO REACH THE STATION FROM THE FISHER JUNIOR HIGH SCHOOL IN BARATARIA,
 AU2816'GO SOUTHERLY ON STATE HIGHWAY 45 FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 AU2816'TURN RIGHT, GO WESTERLY ON STATE HIGHWAY 302 CROSSING THE BRIDGE
 AU2816'OVER BAYOU BARATARIA FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY
 AU2816'301.  TURN LEFT AND GO SOUTH ALONG STATE HIGHWAY 301 FOR 2 MILES TO
 AU2816'THE STATION WHICH IS SET ON THE RIGHT AND WEST OF THE HIGHWAY
 AU2816'NEAR A FENCE.
 AU2816'
 AU2816'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 AU2816'HIGHWAY 301 FOR 0.2 MILE.  THE MARK IS SET ON THE LEFT AND WEST OF
 AU2816'THE HIGHWAY NEAR A FENCE.
 AU2816'
 AU2816'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2816'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2816'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU2816'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2816'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU2816'STAMPED ELSIE 1972.  THE MARK IS 36 FEET WEST-SOUTHWEST OF THE
 AU2816'CENTER OF STATE HIGHWAY 301, 26 FEET SOUTH OF THE CENTER OF A SHELL
 AU2816'ROAD, 14 FEET NORTH OF THE CENTER OF A SHELL DRIVE, 6 FEET NORTH
 AU2816'OF A BOARD FENCE, AND 3 FEET NORTH OF A METAL WITNESS POST AND
 AU2816'SIGN.
 AU2816'
 AU2816'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2816'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2816'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2816'STAMPED ELSIE R.M. 1 1972.  IT IS 56 FEET WEST-SOUTHWEST OF A FIRE
 AU2816'HYDRANT, 40 FEET WEST OF THE CENTER OF STATE HIGHWAY 301, 22 FEET
 AU2816'EAST-SOUTHEAST OF THE CENTER OF A GATE, AND 10 FEET
 AU2816'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE.
 AU2816'
 AU2816'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2816'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2816'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2816'STAMPED ELSIE R.M. 2 1972.  IT IS 60 FEET WEST-SOUTHWEST OF THE
 AU2816'CENTER OF STATE HIGHWAY 301, 50 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 AU2816'CORNER OF A FENCE, 23 FEET SOUTH OF A SHELL ROAD, 11 FEET NORTH OF A
 AU2816'SHELL DRIVE, AND 2 FEET NORTH OF A BOARD FENCE.
 AU2816'
 AU2816'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2816'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2816'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2816'STAMPED ELSIE AZ. MK. 1972.  IT IS 20 FEET WEST OF THE CENTER OF
 AU2816'STATE HIGHWAY 301, 12 FEET NORTH OF THE CENTER OF A CONCRETE
 AU2816'DRIVEWAY, 10 FEET EAST OF A 10-INCH PINE TREE, 8 FEET
 AU2816'WEST-NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT, 3 FEET
 AU2816'NORTHEAST OF A FENCE CORNER, AND 2 FEET WEST OF A WITNESS POST.
 AU2816'
 AU2816'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2875 ***********************************************************************
 BK2875  DESIGNATION -  ELTON
 BK2875  PID         -  BK2875
 BK2875  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2875  USGS QUAD   -  ELTON (1994)
 BK2875
 BK2875                         *CURRENT SURVEY CONTROL
 BK2875  ___________________________________________________________________
 BK2875* NAD 83(1992)-  30 28 40.56432(N)    092 41 25.28016(W)     ADJUSTED  
 BK2875* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 BK2875  ___________________________________________________________________
 BK2875  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BK2875  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2875
 BK2875  HORZ ORDER  -  FIRST
 BK2875
 BK2875.The horizontal coordinates were established by classical geodetic methods
 BK2875.and adjusted by the National Geodetic Survey in January 1993..
 BK2875
 BK2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2875
 BK2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2875
 BK2875.The geoid height was determined by GEOID03.
 BK2875
 BK2875;                    North         East     Units Scale Factor Converg.
 BK2875;SPC LA S     -   220,016.744   869,706.142   MT  0.99996029   -0 40 42.7
 BK2875;SPC LA S     -   721,838.27  2,853,360.90   sFT  0.99996029   -0 40 42.7
 BK2875;UTM  15      - 3,371,787.035   529,720.416   MT  0.99961090   +0 09 25.4
 BK2875
 BK2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2875!SPC LA S     -   1.00000212  x   0.99996029  =   0.99996241
 BK2875!UTM  15      -   1.00000212  x   0.99961090  =   0.99961302
 BK2875
 BK2875:                Primary Azimuth Mark                     Grid Az
 BK2875:SPC LA S     -  ELTON RICE DRIER TANK                    004 43 54.2
 BK2875:UTM  15      -  ELTON RICE DRIER TANK                    003 53 46.1
 BK2875
 BK2875|---------------------------------------------------------------------|
 BK2875| PID    Reference Object                     Distance      Geod. Az  |
 BK2875|                                                           dddmmss.s |
 BK2875| BK2874 ELTON RICE DRIER TANK               471.704 METERS 0040311.5 |
 BK2875| CW1336 ELTON RM 3                                         1342828.7 |
 BK2875| CW1334 ELTON RM 1                           26.448 METERS 20552     |
 BK2875| CW1335 ELTON RM 2                           28.356 METERS 28018     |
 BK2875| BK2876 ELTON MUNICIPAL TANK                APPROX. 0.8 KM 2994727.2 |
 BK2875|---------------------------------------------------------------------|
 BK2875
 BK2875                          SUPERSEDED SURVEY CONTROL
 BK2875
 BK2875  NAD 83(1986)-  30 28 40.58446(N)    092 41 25.27376(W) AD(       ) 1
 BK2875  NAD 27      -  30 28 39.86146(N)    092 41 24.76316(W) AD(       ) 1
 BK2875  NGVD 29 (07/19/86)   13.8    (m)           45.     (f) VERT ANG       
 BK2875
 BK2875.Superseded values are not recommended for survey control.
 BK2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2875.See file dsdata.txt to determine how the superseded data were derived.
 BK2875
 BK2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2972071787(NAD 83)
 BK2875_MARKER: DS = TRIANGULATION STATION DISK
 BK2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2875_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2875
 BK2875  HISTORY     - Date     Condition        Report By
 BK2875  HISTORY     - 1974     MONUMENTED       NGS
 BK2875  HISTORY     - 19961204 GOOD             USPSQD
 BK2875  HISTORY     - 19981017 GOOD             USPSQD
 BK2875
 BK2875                          STATION DESCRIPTION
 BK2875
 BK2875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2875'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST OF KINDER, IN THE
 BK2875'SOUTHEAST EDGE OF ELTON AND ON THE PROPERTY OF ELTON JR. HIGH
 BK2875'SCHOOL.
 BK2875'
 BK2875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1130 AND
 BK2875'U. S. HIGHWAY 190 IN ELTON, GO EAST ON HIGHWAY 190 FOR 0.2 MILE TO A
 BK2875'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED STREET FOR 0.2
 BK2875'MILE TO A T-INTERSECTION.  TURN LEFT AND GO EAST ON A PAVED STREET
 BK2875'FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BK2875'
 BK2875'STATION MARKS ARE STANDARD DISKS STAMPED ELTON 1974.  THE SURFACE
 BK2875'MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 BK2875'WITH THE GROUND.  IT IS 94 FEET EAST OF A GATE IN A CHAIN LINK
 BK2875'FENCE, 56 FEET SOUTHWEST OF A FENCE CORNER, 55 FEET SOUTH OF THE
 BK2875'CENTER OF THE PAVED ROAD, 31 FEET WEST OF A WIRE FENCE AND 19
 BK2875'FEET SOUTH OF A CHAIN LINK FENCE.
 BK2875'
 BK2875'REFERENCE MARK 1, STAMPED ELTON NO 1 1974 IS A STANDARD DISK SET IN
 BK2875'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BK2875'IT IS 129 FEET SOUTHWEST OF THE FENCE CORNER, 115 FEET SOUTHEAST OF
 BK2875'THE GATE IN THE CHAIN LINK FENCE AND 1.7 FEET WEST OF A METAL
 BK2875'WITNESS POST AND WIRE FENCE.
 BK2875'
 BK2875'REFERENCE MARK 2, STAMPED ELTON NO 2 1974 IS A STANDARD DISK SET IN
 BK2875'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BK2875'IT IS 39 FEET SOUTH OF THE CENTER OF THE CENTER OF PAVED ROAD, 5.5
 BK2875'FEET EAST OF THE GATE IN THE CHAIN LINK FENCE AND 1.5 FEET SOUTH
 BK2875'OF THE CHAIN LINK FENCE.
 BK2875'
 BK2875'REFERENCE MARK 3, STAMPED ELTON NO 3 1974 IS A STANDARD DISK SET IN
 BK2875'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 BK2875'THE GROUND.  IT IS 28 FEET WEST OF THE CENTER OF A PAVED ROAD, 10.5
 BK2875'FEET SOUTH OF THE CENTER OF A GATE AND 1.5 FEET NORTH OF A METAL
 BK2875'WITNESS POST.
 BK2875'
 BK2875'TO REACH REFERENCE MARK 3 FROM THE STATION GO EAST ON A PAVED ROAD
 BK2875'FOR 0.15 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 BK2875'PAVED ROAD FOR 0.1 MILE TO THE REFERENCE MARK 3 ON THE RIGHT AS
 BK2875'DESCRIBED.
 BK2875
 BK2875                          STATION RECOVERY (1996)
 BK2875
 BK2875'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2875'RECOVERED IN GOOD CONDITION.
 BK2875
 BK2875                          STATION RECOVERY (1998)
 BK2875
 BK2875'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2876 ***********************************************************************
 BK2876  DESIGNATION -  ELTON MUNICIPAL TANK
 BK2876  PID         -  BK2876
 BK2876  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2876  USGS QUAD   -  ELTON (1994)
 BK2876
 BK2876                         *CURRENT SURVEY CONTROL
 BK2876  ___________________________________________________________________
 BK2876* NAD 83(1992)-  30 28 53.44352(N)    092 41 51.25605(W)     ADJUSTED  
 BK2876* NAVD 88     -                                                        
 BK2876  ___________________________________________________________________
 BK2876  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK2876  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2876
 BK2876  HORZ ORDER  -  THIRD
 BK2876
 BK2876.The horizontal coordinates were established by classical geodetic methods
 BK2876.and adjusted by the National Geodetic Survey in January 1993..
 BK2876
 BK2876
 BK2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2876
 BK2876.The geoid height was determined by GEOID03.
 BK2876
 BK2876;                    North         East     Units Scale Factor Converg.
 BK2876;SPC LA S     -   220,421.536   869,018.101   MT  0.99996081   -0 40 55.7
 BK2876;SPC LA S     -   723,166.32  2,851,103.55   sFT  0.99996081   -0 40 55.7
 BK2876;UTM  15      - 3,372,181.612   529,026.787   MT  0.99961039   +0 09 12.3
 BK2876
 BK2876                          SUPERSEDED SURVEY CONTROL
 BK2876
 BK2876  NAD 83(1986)-  30 28 53.46361(N)    092 41 51.24956(W) AD(       ) 4
 BK2876  NAD 27      -  30 28 52.74006(N)    092 41 50.73546(W) AD(       ) 3
 BK2876
 BK2876.Superseded values are not recommended for survey control.
 BK2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2876.See file dsdata.txt to determine how the superseded data were derived.
 BK2876
 BK2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2902772182(NAD 83)
 BK2876_MARKER: 53 = ELEVATED TANK
 BK2876
 BK2876  HISTORY     - Date     Condition        Report By
 BK2876  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2876  HISTORY     - 19961204 GOOD             USPSQD
 BK2876  HISTORY     - 19981017 GOOD             USPSQD
 BK2876  HISTORY     - 20031105 GOOD             USPSQD
 BK2876  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BK2876
 BK2876                          STATION DESCRIPTION
 BK2876
 BK2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2876'THE STATION IS THE TOP CENTER OF THE ELTON MUNICIPAL WATER TANK,
 BK2876'LOCATED IN THE VILLAGE OF ELTON.  IT IS A 4-LEGGED STEEL STRUCTURE,
 BK2876'WITH CONICAL TANK, PAINTED SILVER, HAS THE LETTERS ELTON IN BLACK,
 BK2876'AND A HEIGHT OF ABOUT 100 FEET.
 BK2876'
 BK2876'LOCATED JUST ACROSS U. S. HIGHWAY 190 FROM THE POST OFFICE IN ELTON.
 BK2876
 BK2876                          STATION RECOVERY (1996)
 BK2876
 BK2876'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2876'RECOVERED IN GOOD CONDITION.
 BK2876
 BK2876                          STATION RECOVERY (1998)
 BK2876
 BK2876'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2876'RECOVERED IN GOOD CONDITION.
 BK2876
 BK2876                          STATION RECOVERY (2003)
 BK2876
 BK2876'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2876'RECOVERED IN GOOD CONDITION.
 BK2876
 BK2876                          STATION RECOVERY (2004)
 BK2876
 BK2876'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2876'MARK NOT FOUND.  THE TANK NO LONGER EXISTS AND HAS BEEN REPLACED BY A
 BK2876'WHITE 5 LEGGED TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2874 ***********************************************************************
 BK2874  DESIGNATION -  ELTON RICE DRIER TANK
 BK2874  PID         -  BK2874
 BK2874  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2874  USGS QUAD   -  ELTON (1994)
 BK2874
 BK2874                         *CURRENT SURVEY CONTROL
 BK2874  ___________________________________________________________________
 BK2874* NAD 83(1992)-  30 28 55.84374(N)    092 41 24.03008(W)     ADJUSTED  
 BK2874* NAVD 88     -                                                        
 BK2874  ___________________________________________________________________
 BK2874  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BK2874  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2874
 BK2874  HORZ ORDER  -  THIRD
 BK2874
 BK2874.The horizontal coordinates were established by classical geodetic methods
 BK2874.and adjusted by the National Geodetic Survey in January 1993..
 BK2874
 BK2874
 BK2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2874
 BK2874.The geoid height was determined by GEOID03.
 BK2874
 BK2874;                    North         East     Units Scale Factor Converg.
 BK2874;SPC LA S     -   220,486.821   869,745.051   MT  0.99996091   -0 40 42.1
 BK2874;SPC LA S     -   723,380.51  2,853,488.55   sFT  0.99996091   -0 40 42.1
 BK2874;UTM  15      - 3,372,257.465   529,752.454   MT  0.99961092   +0 09 26.1
 BK2874
 BK2874                          SUPERSEDED SURVEY CONTROL
 BK2874
 BK2874  NAD 83(1986)-  30 28 55.86382(N)    092 41 24.02368(W) AD(       ) 4
 BK2874  NAD 27      -  30 28 55.14053(N)    092 41 23.51303(W) AD(       ) 3
 BK2874
 BK2874.Superseded values are not recommended for survey control.
 BK2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2874.See file dsdata.txt to determine how the superseded data were derived.
 BK2874
 BK2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2975272257(NAD 83)
 BK2874_MARKER: 53 = ELEVATED TANK
 BK2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2874+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 BK2874
 BK2874  HISTORY     - Date     Condition        Report By
 BK2874  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2874  HISTORY     - 19961204 GOOD             USPSQD
 BK2874  HISTORY     - 19981017 GOOD             USPSQD
 BK2874  HISTORY     - 20040820 GOOD             USPSQD
 BK2874
 BK2874                          STATION DESCRIPTION
 BK2874
 BK2874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2874'THE STATION IS THE TOP CENTER OF THE ELTON, RICE DRIER INCORPORATED,
 BK2874'WATER TANK, LOCATED IN THE EAST EDGE OF ELTON.  IT IS A 4-LEGGED
 BK2874'STEEL STRUCTURE, WITH OVAL TANK, PAINTED SILVER, AND A HEIGHT OF
 BK2874'160 FEET.
 BK2874'
 BK2874'LOCATED 0.4 MILE EAST OF THE POST OFFICE IN ELTON ALONG THE NORTH
 BK2874'SIDE OF U. S. HIGHWAY 190.
 BK2874
 BK2874                          STATION RECOVERY (1996)
 BK2874
 BK2874'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2874'RECOVERED IN GOOD CONDITION.
 BK2874
 BK2874                          STATION RECOVERY (1998)
 BK2874
 BK2874'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2874'RECOVERED IN GOOD CONDITION.
 BK2874
 BK2874                          STATION RECOVERY (2004)
 BK2874
 BK2874'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2874'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8247 ***********************************************************************
 AC8247  DESIGNATION -  ELY 2 RESET
 AC8247  PID         -  AC8247
 AC8247  STATE/COUNTY-  LA/FRANKLIN
 AC8247  USGS QUAD   -  GILBERT (1983)
 AC8247
 AC8247                         *CURRENT SURVEY CONTROL
 AC8247  ___________________________________________________________________
 AC8247* NAD 83(1986)-  32 04 33.     (N)    091 41 20.     (W)     SCALED    
 AC8247* NAVD 88     -        21.86   (+/-2cm)      71.7    (feet)  VERTCON   
 AC8247  ___________________________________________________________________
 AC8247  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AC8247
 AC8247  VERT ORDER  -  THIRD (See Below)
 AC8247
 AC8247.The horizontal coordinates were scaled from a topographic map and have
 AC8247.an estimated accuracy of +/- 6 seconds.
 AC8247
 AC8247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8247.The vertical order pertains to the NGVD 29 superseded value.
 AC8247
 AC8247.The geoid height was determined by GEOID03.
 AC8247
 AC8247;                    North         East    Units  Estimated Accuracy
 AC8247;SPC LA N     -   175,010.    1,076,570.      MT  (+/- 180 meters Scaled)
 AC8247
 AC8247                          SUPERSEDED SURVEY CONTROL
 AC8247
 AC8247  NGVD 29 (09/18/05)   21.87   (m)           71.8    (f) RESET       3  
 AC8247
 AC8247.Superseded values are not recommended for survey control.
 AC8247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8247.See file dsdata.txt to determine how the superseded data were derived.
 AC8247
 AC8247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR237495(NAD 83)
 AC8247_MARKER: DD = SURVEY DISK
 AC8247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8247_STAMPING: PBM ELY 2 RESET 1992
 AC8247_MARK LOGO: USE   
 AC8247_PROJECTION: RECESSED 5 CENTIMETERS
 AC8247_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8247+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC8247_ROD/PIPE-DEPTH: 6.1  meters
 AC8247
 AC8247  HISTORY     - Date     Condition        Report By
 AC8247  HISTORY     - 1992     MONUMENTED       LADTD
 AC8247
 AC8247                          STATION DESCRIPTION
 AC8247
 AC8247'DESCRIBED BY LA TRANSP AND DEV 1992 (SLC)
 AC8247'THE STATION IS LOCATED ABOUT 2.55 MI (4.10 KM) NORTHWEST OF GILBERT
 AC8247'AND 6.7 MI (10.8 KM) SOUTHEAST OF WINNSBORO.  OWNERSHIP--LOUISIANA
 AC8247'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 AC8247'FROM THE POST OFFICE IN GILBERT, GO NORTH FOR 2.55 MI (4.10 KM) ON
 AC8247'STATE HIGHWAY 15 TO THE STATION SET ON THE LEFT,   138.0 FT (42.1 M)
 AC8247'SOUTHWEST FROM THE CENTER OF EXISTING HIGHWAY 15, 69.5 FT (21.2 M)
 AC8247'SOUTHEAST FROM A POWERPOLE NUMBER 75 1/2, 51.5 FT (15.7 M)
 AC8247'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 44.0 FT
 AC8247'(13.4 M) SOUTHEAST FROM THE CENTER OF A GRAVEL ROAD LEADING WEST, 2.0
 AC8247'FT (0.6 M) NORTHEAST FROM A FIBERGLASS WITNESS POST AND ABOUT 1.0 FT
 AC8247'(0.3 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2514 ***********************************************************************
 BW2514  DESIGNATION -  EMILE
 BW2514  PID         -  BW2514
 BW2514  STATE/COUNTY-  LA/AVOYELLES
 BW2514  USGS QUAD   -  LAC SAINTE AGNES (1982)
 BW2514
 BW2514                         *CURRENT SURVEY CONTROL
 BW2514  ___________________________________________________________________
 BW2514* NAD 83(1992)-  31 13 41.39254(N)    091 58 02.13653(W)     ADJUSTED  
 BW2514* NAVD 88     -        15.59   (+/-2cm)      51.1    (feet)  VERTCON   
 BW2514  ___________________________________________________________________
 BW2514  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BW2514  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BW2514
 BW2514  HORZ ORDER  -  SECOND
 BW2514  VERT ORDER  -  THIRD ? (See Below)
 BW2514
 BW2514.The horizontal coordinates were established by classical geodetic methods
 BW2514.and adjusted by the National Geodetic Survey in January 1993..
 BW2514
 BW2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2514.The vertical order pertains to the NGVD 29 superseded value.
 BW2514
 BW2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2514
 BW2514.The geoid height was determined by GEOID03.
 BW2514
 BW2514;                    North         East     Units Scale Factor Converg.
 BW2514;SPC LA N     -    80,861.466 1,050,756.499   MT  0.99998662   +0 16 54.0
 BW2514;SPC LA N     -   265,292.99  3,447,356.95   sFT  0.99998662   +0 16 54.0
 BW2514;UTM  15      - 3,455,348.354   598,358.562   MT  0.99971933   +0 32 07.7
 BW2514
 BW2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2514!SPC LA N     -   1.00000177  x   0.99998662  =   0.99998839
 BW2514!UTM  15      -   1.00000177  x   0.99971933  =   0.99972110
 BW2514
 BW2514                          SUPERSEDED SURVEY CONTROL
 BW2514
 BW2514  NAD 83(1986)-  31 13 41.41215(N)    091 58 02.13323(W) AD(       ) 2
 BW2514  NAD 27      -  31 13 40.74266(N)    091 58 01.68966(W) AD(       ) 2
 BW2514  NGVD 29 (07/19/86)   15.55   (m)           51.0    (f) LEVELING    3  
 BW2514
 BW2514.Superseded values are not recommended for survey control.
 BW2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2514.See file dsdata.txt to determine how the superseded data were derived.
 BW2514
 BW2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9835955348(NAD 83)
 BW2514_MARKER: P = PIPE CAP
 BW2514_SETTING: 0 = UNSPECIFIED SETTING
 BW2514
 BW2514  HISTORY     - Date     Condition        Report By
 BW2514  HISTORY     - 1941     MONUMENTED       USE
 BW2514
 BW2514                          STATION DESCRIPTION
 BW2514
 BW2514'DESCRIBED BY US ENGINEERS 1941 (HJH)
 BW2514'STATION IS ABOUT 11.2 MILES NE OF MARKSVILLE, AT THE N SIDE OF
 BW2514'SEC. 21, T. 3 N., R. 5 E., ON THE S SIDE OF STATE HIGHWAY 116,
 BW2514'AND ON PROPERTY OWNED BY EMILE BORDELON.  IT IS 103 FEET W OF THE
 BW2514'NW CORNER OF THE BORDELON HOUSE, 53 FEET NW OF A 20-INCH BOX
 BW2514'ELDER TREE, 23 FEET SE OF THE CENTER OF THE HIGHWAY, 20 FEET
 BW2514'SW OF A FENCE CORNER AND ABOUT 4 FEET S OF A FENCE.
 BW2514'
 BW2514'THE STATION IS A STANDARD U.S.E. STONE BENCH PIPE WITH A BRASS
 BW2514'CAP, STAMPED B M EMILE AND PROJECTS ABOUT 10 INCHES.  A TRAVERSE
 BW2514'CONNECTION WAS MADE TO STATION RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3067 ***********************************************************************
 CP3067  DESIGNATION -  EMMA
 CP3067  PID         -  CP3067
 CP3067  STATE/COUNTY-  LA/RICHLAND
 CP3067  USGS QUAD   -  GILLEYVILLE (1982)
 CP3067
 CP3067                         *CURRENT SURVEY CONTROL
 CP3067  ___________________________________________________________________
 CP3067* NAD 83(1992)-  32 19 43.50872(N)    091 56 52.97892(W)     ADJUSTED  
 CP3067* NAVD 88     -        20.9    (meters)      69.     (feet)  VERTCON   
 CP3067  ___________________________________________________________________
 CP3067  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CP3067  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP3067
 CP3067  HORZ ORDER  -  SECOND
 CP3067
 CP3067.The horizontal coordinates were established by classical geodetic methods
 CP3067.and adjusted by the National Geodetic Survey in January 1993..
 CP3067
 CP3067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3067
 CP3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3067
 CP3067.The geoid height was determined by GEOID03.
 CP3067
 CP3067;                    North         East     Units Scale Factor Converg.
 CP3067;SPC LA N     -   202,897.292 1,051,965.242   MT  0.99994039   +0 17 30.5
 CP3067;SPC LA N     -   665,672.20  3,451,322.63   sFT  0.99994039   +0 17 30.5
 CP3067;UTM  15      - 3,577,362.457   599,008.559   MT  0.99972088   +0 33 45.4
 CP3067
 CP3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3067!SPC LA N     -   1.00000081  x   0.99994039  =   0.99994120
 CP3067!UTM  15      -   1.00000081  x   0.99972088  =   0.99972169
 CP3067
 CP3067:                Primary Azimuth Mark                     Grid Az
 CP3067:SPC LA N     -  42 V 15                                  175 33 12.9
 CP3067:UTM  15      -  42 V 15                                  175 16 58.0
 CP3067
 CP3067|---------------------------------------------------------------------|
 CP3067| PID    Reference Object                     Distance      Geod. Az  |
 CP3067|                                                           dddmmss.s |
 CP3067| CP2104 42 V 15                                            1755043.4 |
 CP3067| CP3068 EMMMA LDH 1971 RM 1                  12.655 METERS 21431     |
 CP3067| CY3533 EMMA RM 2                            11.850 METERS 35206     |
 CP3067|---------------------------------------------------------------------|
 CP3067
 CP3067                          SUPERSEDED SURVEY CONTROL
 CP3067
 CP3067  NAD 83(1986)-  32 19 43.52251(N)    091 56 52.97177(W) AD(       ) 2
 CP3067  NAD 27      -  32 19 42.98781(N)    091 56 52.50076(W) AD(       ) 2
 CP3067  NGVD 29 (07/19/86)   20.9    (m)           69.     (f) VERT ANG       
 CP3067
 CP3067.Superseded values are not recommended for survey control.
 CP3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3067.See file dsdata.txt to determine how the superseded data were derived.
 CP3067
 CP3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9900977362(NAD 83)
 CP3067_MARKER: DD = SURVEY DISK
 CP3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3067
 CP3067  HISTORY     - Date     Condition        Report By
 CP3067  HISTORY     - 1971     MONUMENTED       LADTD
 CP3067
 CP3067                          STATION DESCRIPTION
 CP3067
 CP3067'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3067'THE STATION IS LOCATED 10 MILES WEST-NORTHWEST OF MANGHAM,
 CP3067'13 MILES SOUTHEAST OF MONROE AND 4.5 MILES SOUTHWEST OF
 CP3067'RHYMES, IN THE NORTHWEST 1/4 OF SECTION 34, T16N, R5E, AND ON
 CP3067'THE PROPERTY OWNED BY EMMA M. BROWN, ADDRESS ROUTE 3, BOX 275,
 CP3067'RAYVILLE, LOUISIANA.
 CP3067'
 CP3067'TO REACH THE STATION FROM THE POLICE STATION AT THE
 CP3067'INTERSECTION OF STATE HIGHWAYS 15 AND 132 IN MANGHAM, DRIVE
 CP3067'WEST ALONG STATE HIGHWAY 132 FOR 13.4 MILES TO THE INTERSECTION
 CP3067'WITH STATE HIGHWAY 133.  THE STATION IS SET NORTHWEST OF THE
 CP3067'INTERSECTION NEAR A POWER POLE AND A FENCE.
 CP3067'
 CP3067'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 CP3067'STATE HIGHWAY 132 FOR 0.5 MILE TO THE MARK WHICH IS SET ON THE
 CP3067'RIGHT AND WEST OF THE HIGHWAY NEAR AN OAK TREE.
 CP3067'
 CP3067'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3067'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3067'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3067'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3067'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3067'SURFACE.  THEY ARE STAMPED EMMA 1971.  THE MARK IS 72 FEET
 CP3067'WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 133, 56.5 FEET
 CP3067'NORTH OF A METAL WITNESS POST AND SIGN, 44 FEET
 CP3067'NORTH-NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT, 31
 CP3067'FEET WEST-NORTHWEST OF A FENCE, AND 20 FEET WEST-NORTHWEST OF
 CP3067'A POWER POLE.
 CP3067'
 CP3067'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3067'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3067'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3067'THE GROUND.  IT IS STAMPED EMMA R.M. 1 1971.  IT IS 68 FEET
 CP3067'NORTHWEST OF THE CENTER OF STATE HIGHWAY 133, 38 FEET WEST OF
 CP3067'THE NORTH END OF A CONCRETE CULVERT, 15 FEET
 CP3067'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE, 3 FEET
 CP3067'NORTHEAST OF A FENCE.
 CP3067'
 CP3067'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3067'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3067'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3067'THE GROUND.  IT IS STAMPED EMMA R.M. 2 1971.  IT IS 67 FEET
 CP3067'NORTH-NORTHWEST OF A FENCE, 53 FEET NORTH-NORTHWEST OF A POWER
 CP3067'POLE, 42 FEET SOUTHWEST OF A 30 INCH OAK TREE, AND 38 FEET
 CP3067'SOUTH OF THE SOUTHEAST CORNER OF A HOUSE.
 CP3067'
 CP3067'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3067'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3067'TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 CP3067'INCHES ABOVE THE GROUND.  IT IS STAMPED 42 V 15 1970.  IT IS
 CP3067'107 FEET WEST OF THE CENTER OF STATE HIGHWAY 132, 30 FEET
 CP3067'SOUTHWEST OF A 16 INCH OAK TREE, 23 FEET SOUTHEAST OF A 6 INCH
 CP3067'PINE TREE, 22 FEET NORTH OF A 14 INCH OAK TREE, AND 1 FOOT
 CP3067'WEST OF A METAL WITNESS POST AND SIGN.
 CP3067'
 CP3067'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0227 ***********************************************************************
 AT0227  DESIGNATION -  EMPIRE
 AT0227  PID         -  AT0227
 AT0227  STATE/COUNTY-  LA/PLAQUEMINES
 AT0227  USGS QUAD   -  EMPIRE (1992)
 AT0227
 AT0227                         *CURRENT SURVEY CONTROL
 AT0227  ___________________________________________________________________
 AT0227* NAD 83(1992)-  29 23 54.84453(N)    089 36 20.43559(W)     ADJUSTED  
 AT0227* NAVD 88     -         0.09   (+/-2cm)       0.3  **(feet)  VERTCON   
 AT0227  **This station is located in a subsidence area (see below).
 AT0227  ___________________________________________________________________
 AT0227  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT0227  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AT0227
 AT0227  HORZ ORDER  -  FIRST
 AT0227  VERT ORDER  -  FIRST     CLASS I (See Below)
 AT0227
 AT0227.The horizontal coordinates were established by classical geodetic methods
 AT0227.and adjusted by the National Geodetic Survey in January 1993..
 AT0227
 AT0227 ** The orthometric height has not been validated since last determined
 AT0227 ** by differential leveling and should not be used for control purposes.
 AT0227 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0227 ** area with valid NAVD 88 orthometric heights.
 AT0227 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0227 ** epoch indicated which incorporates improved geoid heights for the
 AT0227 ** Southern Louisiana Subsidence area.
 AT0227 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0227.The vertical order pertains to the NGVD 29 superseded value.
 AT0227
 AT0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0227
 AT0227.The geoid height was determined by GEOID03.
 AT0227
 AT0227;                    North         East     Units Scale Factor Converg.
 AT0227;SPC LA S     -   100,867.057 1,167,681.532   MT  0.99998060   +0 51 49.9
 AT0227;SPC LA S     -   330,928.00  3,830,968.49   sFT  0.99998060   +0 51 49.9
 AT0227;UTM  16      - 3,254,968.505   247,141.521   MT  1.00038901   -1 16 47.1
 AT0227
 AT0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0227!SPC LA S     -   1.00000379  x   0.99998060  =   0.99998439
 AT0227!UTM  16      -   1.00000379  x   1.00038901  =   1.00039280
 AT0227
 AT0227|---------------------------------------------------------------------|
 AT0227| PID    Reference Object                     Distance      Geod. Az  |
 AT0227|                                                           dddmmss.s |
 AT0227| AT1107 TROPICAL BEND LIGHT                 257.941 METERS 00316     |
 AT0227| DD6639 EMPIRE RM 3                          34.498 METERS 05022     |
 AT0227| DD6640 EMPIRE RM 5                          27.131 METERS 05237     |
 AT0227| AT1117 NAVIGATION LT 1 1/2 MI E BURAS      APPROX.10.4 KM 1151404.4 |
 AT0227| AT1091 REDNAVIGATION LT SE OF BURAS        APPROX.13.3 KM 1154405.2 |
 AT0227| AT1123 BURAS SHRIMP FACTORY STACK          APPROX. 8.3 KM 1220203.4 |
 AT0227| AT1113 ALBERTA LIGHT                       APPROX. 4.2 KM 1320535.8 |
 AT0227| AT1110 EMPIRE FISH FACTORY METAL STK       APPROX. 1.5 KM 1454451.0 |
 AT0227| AT0229 EMPIRE RM 4                          32.812 METERS 14641     |
 AT0227| AT1108 EMPIRE CHURCH SPIRE                 APPROX. 1.2 KM 1482949.2 |
 AT0227| AT1109 EMPIRE MUNICIPAL TANK               APPROX. 1.4 KM 1492619.2 |
 AT0227| AT0228 EMPIRE RM 1                          39.217 METERS 15307     |
 AT0227| AT0230 EMPIRE AZ MK                                       1541338.5 |
 AT0227| DD6638 EMPIRE AZ MK 2                                     1543239.1 |
 AT0227| AT1112 SW END DOULLUT CANAL HSE CHIM       APPROX. 2.0 KM 1812722.5 |
 AT0227| AT1121 ADAMS BAY OIL DERRICK               APPROX. 5.0 KM 1893917.1 |
 AT0227| AT1142 BAYOU COOK NORTH ENTRANCE LT        APPROX. 4.9 KM 2071725.2 |
 AT0227| AT1138 HEAD OF GRAND BAYOU NAV LIGHT       APPROX.13.4 KM 2121658.0 |
 AT0227| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX.17.2 KM 2625659.6 |
 AT0227| AT0224 EMPIRE RM 2                          41.360 METERS 30611     |
 AT0227| AT1156 PORT SULPHUR FREEPORT CO TANK       APPROX.11.5 KM 3145323.6 |
 AT0227| AT1154 FREEPORT SULPHUR CO FLOODLIGHT      APPROX.11.6 KM 3171524.7 |
 AT0227| AT1150 HOMEPLACE NAVIGATION LIGHT          APPROX. 8.2 KM 3230453.0 |
 AT0227| AT1103 HARRIS BAYOU NAV LIGHT F RNG        APPROX. 6.2 KM 3584023.0 |
 AT0227|---------------------------------------------------------------------|
 AT0227
 AT0227                          SUPERSEDED SURVEY CONTROL
 AT0227
 AT0227  NAD 83(1986)-  29 23 54.85319(N)    089 36 20.44313(W) AD(       ) 1
 AT0227  NAD 27      -  29 23 54.06400(N)    089 36 20.22100(W) AD(       ) 1
 AT0227  NGVD 29 (??/??/??)    0.180  (m)            0.59   (f) ADJUSTED    1 1
 AT0227
 AT0227.Superseded values are not recommended for survey control.
 AT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0227.See file dsdata.txt to determine how the superseded data were derived.
 AT0227
 AT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4714254969(NAD 83)
 AT0227_MARKER: DS = TRIANGULATION STATION DISK
 AT0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0227_STAMPING: EMPIRE 1934
 AT0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0227+STABILITY: SURFACE MOTION
 AT0227
 AT0227  HISTORY     - Date     Condition        Report By
 AT0227  HISTORY     - 1934     MONUMENTED       CGS
 AT0227  HISTORY     - 1955     GOOD             CGS
 AT0227  HISTORY     - 1966     GOOD             CGS
 AT0227  HISTORY     - 1970     GOOD             NGS
 AT0227  HISTORY     - 1970     GOOD             NGS
 AT0227  HISTORY     - 1971     GOOD             NGS
 AT0227  HISTORY     - 1984     MARK NOT FOUND   NGS
 AT0227
 AT0227                          STATION DESCRIPTION
 AT0227
 AT0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT0227'STATION IS 0.9
 AT0227'MILE NW OF THE
 AT0227'EMPIRE POST OFFICE, IN AN ENCLOSED FIELD ON LAND
 AT0227'BELONGING TO A MR. CAMPBELL,
 AT0227'ABOUT 300 YARDS S 6 DEG W OF THE TROPICAL
 AT0227'BEND RIVER BEACON LIGHT,125 FEET S OF THE
 AT0227'CENTER LINE OF THE
 AT0227'MISSOURI PACIFIC RAILROAD, 60 FEET FROM THE CENTER LINE OF
 AT0227'THE
 AT0227'HIGHWAY, AND 28 FEET E OF A N-S LANE.  THE STATION IS MARKED BY A
 AT0227'STANDARD BRONZE
 AT0227'DISK SET IN THE TOP OF A CONCRETE CYLINDER.
 AT0227'
 AT0227'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN BLOCK OF
 AT0227'CEMENT.
 AT0227'
 AT0227'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN TOP OF A
 AT0227'CONCRETE CYLINDER,
 AT0227'IS ALONG THE HIGHWAY RIGHT-OF-WAY FENCE LINE,
 AT0227'157 FEET E OF THE CENTER LINE OF THE
 AT0227'N-S LANE, 29 FEET N OF THE
 AT0227'CENTER LINE OF THE HIGHWAY, AND 39.18 METERS (128.54
 AT0227'FEET) FROM THE STATION
 AT0227'
 AT0227'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN THE TOP OF
 AT0227'A CONCRETE
 AT0227'CYLINDER, IS ALONG THE HIGHWAY RIGHT-OF-WAY FENCE LINE.,
 AT0227'100 FEET NW OF THE N-S LAND,
 AT0227'28 FEET N OF THE CENTER LINE OF THE
 AT0227'HIGHWAY, AND 41.36 METERS (135.67 FEET) FROM THE STATION
 AT0227'N 53 DEG 49 MIN W.
 AT0227'N 126 DEG 11 MIN W.
 AT0227'
 AT0227'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN TOP OF A
 AT0227'CONCRETE CYLINDER,
 AT0227'IS 0.35 MILE FROM THE BRIDGE OVER THE DOULLUT
 AT0227'CANAL, 0.25 MILE N OF A CHURCH, ON
 AT0227'THE SW SIDE OF A ROAD, JUST N
 AT0227'OF A DRIVEWAY LEADING TO A HOUSE, 27 FEET FROM THE
 AT0227'CENTER LINE OF
 AT0227'THE HIGHWAY, 9 FEET FROM THE CENTER LINE OF THE DRIVEWAY, AND 0.5
 AT0227'MILE FROM THE
 AT0227'STATION S 25 DEG 46 MIN E.  THE METAL STACK OF THE FISH FACTORY IS
 AT0227'THE FISH FACTORY IS S 31 DEG 30 MIN E.
 AT0227'S 34 DEG 15 MIN E AND THE TIP OF A CHURCH
 AT0227'SPIRE IN EMPIRE IS S 31 DEG 30 MIN E.
 AT0227
 AT0227                          STATION RECOVERY (1955)
 AT0227
 AT0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0227'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AND FOUND TO
 AT0227'BE IN GOOD CONDITION.  THE
 AT0227'OLD DESCRIPTION WAS ADEQUATE BUT SEVERAL CHANGES WERE NOTED.  A
 AT0227'COMPLETE NEW DESCRIPTION FOLLOWS-
 AT0227'
 AT0227'THE STATION IS LOCATED ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY
 AT0227'31 FROM THE BRIDGE OVER THE
 AT0227'CANAL AT EMPIRE ON THE NORTHEAST SIDE OF THE HIGHWAY ON PROPERTY NOW
 AT0227'OWNED BY A MRS. KAMLAH.
 AT0227'
 AT0227'THE STATION IS 61 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 20
 AT0227'FEET SOUTHEAST OF THE NORTHEAST
 AT0227'OF THE CENTER OF THE HIGHWAY AND 20 FEET SOUTHEAST
 AT0227'OF THE NORTHEAST CORNER OF A SMALL
 AT0227'CORRUGATED METAL GARAGE, THE MARK PROJECTS 4
 AT0227'INCHES AND THE DISK IS STAMPED EMPIRE 1934.
 AT0227'
 AT0227'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 10 INCH SQUARE
 AT0227'CONCRETE POST PROJECTING 4
 AT0227'INCHES ABOVE THE GROUND.  IT IS ON THE EAST SIDE OF THE HIGHWAY
 AT0227'RIGHT-OF-WAY ABOUT 40 YARDS NORTH OF
 AT0227'THE ALBERT E. BURAS GENERAL STORE, 29 FEET NORTHEAST OF
 AT0227'THE CENTER OF THE HIGHWAY, AND AT THE
 AT0227'SOUTH EDGE OF A CLUMP OF TREES.  THE DISK IS
 AT0227'STAMPED EMPIRE NO 1 1934.
 AT0227'
 AT0227'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A 10 INCH SQUARE
 AT0227'CONCRETE POST PROJECTING
 AT0227'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ON THE EAST SIDE OF
 AT0227'THE RIGHT-OF-WAY, 30 FEET SOUTH
 AT0227'OF THE EMPIRE PASTRY SHOP, 12 FEET SOUTH OF A FENCE CORNER
 AT0227'AND 8 FEET EAST OF A MAIL BOX.  THE DISK IS
 AT0227'STAMPED EMPIRE NO 2 1934.  THE LINE TO THE
 AT0227'STATION MARK IS OBSTRUCTED BY THE GARAGE.
 AT0227'
 AT0227'REFERENCE MARK NO. 3 IS 14 FEET SOUTHWEST OF THE SOUTH RAIL OF THE
 AT0227'MISSOURI PACIFIC
 AT0227'RAILROAD AND 2 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 3
 AT0227'INCHES AND THE DISK IS STAMPED
 AT0227'EMPIRE NO 3 1934.
 AT0227'
 AT0227'THE AZIMUTH MARK, APPROXIMATELY 0.45 MILE SOUTHEAST OF THE STATION,
 AT0227'WAS FOUND BUT IS ABOUT 3
 AT0227'INCHES BELOW THE SURFACE OF THE LAWN.  THE MARK IS 50 FEET NORTHWEST
 AT0227'OF THE CENTER OF A CONCRETE DRIVE
 AT0227'LEADING TO THE BOAT DOCKS, 35 FEET NORTHWEST OF
 AT0227'MAIL BOX, AND 21 FEET SOUTHWEST OF THE CENTER OF THE
 AT0227'HIGHWAY.  THE DISK IS STAMPED
 AT0227'EMPIRE 1934.
 AT0227'
 AT0227'HEIGHT OF LIGHT 26 METERS.
 AT0227
 AT0227                          STATION RECOVERY (1966)
 AT0227
 AT0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0227'THE STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 AT0227'CONDITION.
 AT0227'REFERENCE MARK 2 AND THE AZIMUTH MARK HAD BEEN DESTROYED.
 AT0227'THE DISTANCE TO REFERENCE MARK
 AT0227'1 WAS FOUND TO BE .08 OF A FOOT LONGER
 AT0227'THAN THE PREVIOUS MEASUREMENT AND THE DIRECTION IS
 AT0227'5 MINUTES LARGER
 AT0227'THAN THE PREVIOUS DIRECTION.  THE DIRECTION TO REFERENCE MARK 3
 AT0227'CHECKED BUT THE
 AT0227'DISTANCE WAS FOUND TO BE 1.19 FEET SHORTER THAN THE PREVIOUS
 AT0227'MEASUREMENT.  REFERENCE
 AT0227'MARK 4 AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 AT0227'
 AT0227'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AT0227'
 AT0227'STATION IS ABOUT 0.9 MILE NORTH-NORTHWEST OF EMPIRE, ON THE EAST
 AT0227'SIDE OF STATE
 AT0227'HIGHWAY 23 AND ON PROPERTY OF MR. ALBERT BURAS.
 AT0227'
 AT0227'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE CANAL IN EMPIRE
 AT0227'GO NORTHWEST AND
 AT0227'NORTHERY ON HIGHWAY 23 FOR 0.5 MILE TO AZIMUTH
 AT0227'MARK ON THE RIGHT.  CONTINUE
 AT0227'NORTHERLY ON HIGHWAY 23 FOR 0.35 MILE TO
 AT0227'THE STATION ON THE RIGHT.
 AT0227'
 AT0227'STATION MARK IS A STANDARD DISK STAMPED EMPIRE 1934, IS SET IN A
 AT0227'ROUND CONCRETE
 AT0227'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 1.5 FEET NORTH
 AT0227'OF A METAL WITNESS POST, 53 FEET
 AT0227'EAST OF A GRAVELED DRIVEWAY, 61 FEET
 AT0227'EAST OF THE CENTER OF HIGHWAY 23, 75 FEET SOUTHWEST
 AT0227'OF THE SOUTHEAST
 AT0227'CORNER OF A FRAME BUILDING AND 128 FEET WEST OF THE WEST RAIL OF A
 AT0227'RAILROAD TRACK.
 AT0227'
 AT0227'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EMPIRE NO 1 1934, IS
 AT0227'SET IN A SQUARE
 AT0227'CONCRETE MONUMENT WHICH PROJETS 3 INCHES.  IT IS 1.5
 AT0227'FEET NORTH OF A METAL WITNESS POST
 AT0227'AND 30 FEET EAST OF THE CENTER OF HIGHWAY 23.
 AT0227'
 AT0227'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED EMPIRE NO 3 1934, IS
 AT0227'SET IN A SQUARE
 AT0227'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 2 FEET
 AT0227'NORTH OF A TELEPHONE POLE AND 15
 AT0227'FEET WEST RAIL OF THE RAILROAD TRACK.
 AT0227'
 AT0227'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED EMPIRE NO 4 1934 1966
 AT0227'IS SET IN A ROUND
 AT0227'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 1.4
 AT0227'FEET EAST OF A METAL WITNESS POST
 AT0227'AND 47 FEET EAST OF THE CENTERLINE OF HIGHWAY 23.
 AT0227'
 AT0227'AZIMUTH MARK, A STANDARD DISK STAMPED EMPIRE AZI 2 1934 1966, IS
 AT0227'SET IN A ROUND
 AT0227'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 2
 AT0227'FEET WEST OF A POWER POLE, 2 FEET
 AT0227'EAST OF A METAL WITNESS POST, 19 FEET
 AT0227'EAST OF A FIRE HYDRANT AND 32 FEET NORTH OF THE
 AT0227'CENTER OF A GRAVELED ROAD.
 AT0227'
 AT0227'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AT0227
 AT0227                          STATION RECOVERY (1970)
 AT0227
 AT0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0227'THE STATION WAS VISITED 3/31/70 AND THE STATION MARK, AZIMUTH MARK
 AT0227'AND REFERENCE MARK NO. 4 WERE FOUND TO BE IN GOOD CONDITION.
 AT0227'REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 AT0227'REFERENCE MARK NO. 3 COULD NOT BE FOUND.  THE ANGLE BETWEEN THE
 AT0227'EMPIRE MUNICIPAL WATER TANK AND THE AZIMUTH MARK WAS FOUND TO BE 22
 AT0227'SECONDS SMALLER THAN IN 1966.  GRADING IN THE AREA OF THE AZIMUTH
 AT0227'MARK MAY ACCOUNT FOR THE MOVEMENT AND IT IS ADVISED THAT THE
 AT0227'AZIMUTH TO THE WATER TANK BE HELD AS CORRECT.  THE DISTANCE TO
 AT0227'REFERENCE MARK NO. 4 WAS FOUND TO BE 0.13 FOOT LONGER THAN THE 1966
 AT0227'MEASUREMENT.  A REFERENCE MARK NO. 5 WAS ESTABLISHED.  A NEW
 AT0227'DESCRIPTION FOLLOWS--
 AT0227'
 AT0227'THE STATION IS LOCATED ABOUT 1 MILE NORTH-NORTHWEST OF EMPIRE, ON THE
 AT0227'EASTERLY SIDE OF STATE HIGHWAY 23, AT THE WEST CORNER OF A WOODED
 AT0227'AND OVERGROWN BRUSHY TRIANGLE OF LAND FORMED BY RAILROAD TRACKS ON
 AT0227'THE NORTHEAST, STATE HIGHWAY 23 ON THE SOUTHWEST AND CLEARED LOTS
 AT0227'TO THE NORTHWEST, ON PROPERTY OF MR. ALBERT BURAS WHO RUNS THE
 AT0227'SMALL GROCERY JUST SOUTHEAST OF THE STATION.  IT IS 61 FEET
 AT0227'NORTHEAST OF THE CENTER OF STATE HIGHWAY 23, 32 FEET SOUTHEAST OF
 AT0227'THE NORTHEAST END OF SHELL ENTRANCE TO THE WOODED TRIANGLE, 42 FEET
 AT0227'EAST OF THE SOUTHEAST END OF METAL PIPE CULVERT UNDER THE SHELL
 AT0227'ENTRANCE, 7 FEET SOUTHEAST OF PROJECTED PLANE OF SOUTHEAST WALL
 AT0227'OF WHITE FRAME HOUSE OF W.M. SERDAS THAT IS SOUTHWEST AND ACROSS THE
 AT0227'HIGHWAY FROM THE MARK, 113 FEET SOUTHWEST OF TELEPHONE LINE
 AT0227'POLE THAT IS ON THE RAILROAD RIGHT-OF-WAY, 119 FEET NORTHEAST AND
 AT0227'ACROSS THE HIGHWAY FROM POWERLINE POLE NUMBER 130, 22 FEET SOUTH OF
 AT0227'THE SOUTHWEST END OF AN IRREGULAR LINE OF TREES AND 2 FEET NORTHEAST
 AT0227'OF A WITNESS POST.  IT IS A C AND GS TRIANGULATION
 AT0227'STATION DISK, STAMPED EMPIRE 1934, PROJECTING 3 INCHES.
 AT0227'
 AT0227'REFERENCE MARK NO. 4 IS 107.65 FEET SOUTHEAST OF THE STATION.  IT IS
 AT0227'103 FEET WEST-SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 36 FEET
 AT0227'NORTH OF THE CENTER OF A MANHOLE COVER MARKED SEWER, 146 FEET EAST
 AT0227'AND ACROSS THE HIGHWAY FROM POWERLINE POLE NUMBER 130, 47 FEET
 AT0227'NORTHEAST OF THE CENTER OF THE HIGHWAY, 90 FEET WEST-SOUTHWEST OF A
 AT0227'POINT DIRECTLY UNDER A TELEPHONE CABLE, 1.5 FEET NORTHEAST OF
 AT0227'A WITNESS POST AND AT THE NORTHWEST EDGE OF A CLUMP OF THICK BRUSH
 AT0227'AROUND AN OLD TREE.  IT IS A C AND GS REFERENCE MARK DISK,
 AT0227'STAMPED EMPIRE 1934 NO 4 1966, PROJECTING 8 INCHES.
 AT0227'
 AT0227'REFERENCE MARK NO. 5 IS 89.01 FEET NORTHEAST OF THE STATION.
 AT0227'IT IS AT THE NORTH CORNER OF THE WOODED AND BRUSHY TRIANGLE, 150
 AT0227'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 146 FEET SOUTHEAST OF
 AT0227'THE CENTER OF A SHELL DRIVEWAY, 37.5 FEET SOUTHWEST OF THE
 AT0227'SOUTHWEST RAIL OF THE TRACKS, 23-1/2 FEET SOUTHWEST OF THE TELEPHONE
 AT0227'LINE POLE, 13 FEET SOUTHWEST OF THE PROJECTED PLANE OF THE
 AT0227'NORTHEAST WALL OF WHITE FRAME DUPLEX HOUSE THAT IS NORTHWEST
 AT0227'OF THE MARK, 12.5 FEET SOUTHEAST OF THE NORTHEAST END
 AT0227'OF THE IRREGULAR LINE OF TREES AND 2 FEET WEST OF A WITNESS
 AT0227'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED EMPIRE 1934 NO
 AT0227'5 1970, PROJECTING 4 INCHES.
 AT0227'
 AT0227'THE AZIMUTH MARK IS ABOUT 0.35 MILE SOUTHEAST OF THE STATION.  IT IS
 AT0227'35 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 23, 19 FEET
 AT0227'SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACKS, 20 FEET NORTH
 AT0227'OF A FIRE PLUG, 77.5 FEET WEST OF THE WEST CORNER OF A SQUARE
 AT0227'CONCRETE ENCLOSED FILTER BED, 32 FEET NORTHEAST OF THE CENTER OF
 AT0227'A SHELL DRIVEWAY LEADING TO A FILTER PLANT, 2 FEET SOUTH OF
 AT0227'POWERLINE POLE NUMBER 1327-1/2 AND 1 FOOT NORTHEAST OF A WITNESS
 AT0227'POST.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED EMPIRE 1934 AZI 2
 AT0227'1966, 6 INCHES BELOW THE GROUND SURFACE.
 AT0227'
 AT0227'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE CANAL IN EMPIRE,
 AT0227'GO NORTHWEST AND NORTHERLY ON STATE HIGHWAY 23 FOR 0.5 MILE TO THE
 AT0227'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY ON STATE HIGHWAY 23
 AT0227'FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 AT0227'
 AT0227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MI. NNW OF
 AT0227'EMPIRE.
 AT0227
 AT0227                          STATION RECOVERY (1970)
 AT0227
 AT0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AT0227'0.85 MI NW FROM EMPIRE.
 AT0227'0.85 MILE NORTHWEST ALONG STATE HIGHWAY 23 FROM THE DRAW BRIDGE OVER
 AT0227'THE DOULLUT CANAL IN EMPIRE, SET IN A VACANT LOT ON THE PROPERTY OF
 AT0227'MR. BURAS WHO OWNS THE SMALL GROCERY STORE JUST SOUTHEAST OF THE MARK,
 AT0227'ABOUT 300 YARDS SOUTHWEST OF THE TROPICAL BEND LIGHT ON THE LEVEE, 61
 AT0227'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 125 FEET SOUTHWEST OF THE
 AT0227'CENTER OF THE RAILROAD TRACKS, 115 1/2 FEET NORTHEAST OF AND ACROSS
 AT0227'THE HIGHWAY FROM POWERLINE POLE NUMBER 130, 64 1/2 FEET EAST OF THE
 AT0227'CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A 2 FOOT CONCRETE PIPE
 AT0227'CULVERT UNDER THE HIGHWAY, 1.6 FEET NORTHWEST OF A METAL WITNESS POST,
 AT0227'1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 AT0227'POST FLUSH WITH THE GROUND.
 AT0227
 AT0227                          STATION RECOVERY (1971)
 AT0227
 AT0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0227'RECOVERED IN GOOD CONDITION.
 AT0227
 AT0227                          STATION RECOVERY (1984)
 AT0227
 AT0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0227'NOT RECOVERED, POSSIBLY LANDSCAPED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0231 ***********************************************************************
 AT0231  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0231  DESIGNATION -  EMPIRE AZ MK 2 1934 1966
 AT0231  PID         -  AT0231
 AT0231  STATE/COUNTY-  LA/PLAQUEMINES
 AT0231  USGS QUAD   -  EMPIRE (1992)
 AT0231
 AT0231                         *CURRENT SURVEY CONTROL
 AT0231  ___________________________________________________________________
 AT0231* NAD 83(1992)-  29 23 38.14522(N)    089 36 11.36779(W)     ADJUSTED  
 AT0231* NAVD 88     -        -0.01 **(meters)      -0.0  **(feet)  GPS OBS(2004.65)
 AT0231  **This station is located in a subsidence area (see below).
 AT0231  ___________________________________________________________________
 AT0231  EPOCH DATE  -        2004.65
 AT0231  X           -      38,519.902 (meters)                     COMP
 AT0231  Y           -  -5,561,384.475 (meters)                     COMP
 AT0231  Z           -   3,112,004.528 (meters)                     COMP
 AT0231  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT0231  ELLIP HEIGHT-         -24.22  (meters)          (06/22/05) GPS OBS
 AT0231  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AT0231  DYNAMIC HT  -          -0.01  (meters)      -0.0   (feet)  COMP
 AT0231  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 AT0231
 AT0231  HORZ ORDER  -  B
 AT0231  VERT ORDER  -  THIRD (See Below)
 AT0231  ELLP ORDER  -  FOURTH    CLASS I
 AT0231
 AT0231.The horizontal coordinates were established by GPS observations
 AT0231.and adjusted by the National Geodetic Survey in June 2005..
 AT0231.The horizontal coordinates are valid at the epoch date displayed above.
 AT0231.The epoch date for horizontal control is a decimal equivalence
 AT0231.of Year/Month/Day.
 AT0231
 AT0231 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0231 ** and geoid heights are valid at the date of observation. These heights
 AT0231 ** must always be validated when used as control.
 AT0231 ** The orthometric height was determined by GPS observations using
 AT0231 ** precise GPS observation and processing techniques and a new
 AT0231 ** realization of GEOID03. It supersedes the leveled height previously
 AT0231 ** determined for this station.
 AT0231 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0231 ** epoch indicated which incorporates improved geoid heights for the
 AT0231 ** Southern Louisiana Subsidence area.
 AT0231 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0231.The orthometric height was determined by GPS observations and a
 AT0231.high-resolution geoid model using precise GPS observation and
 AT0231.processing techniques. It supersedes the leveled height previously
 AT0231.determined for this station.
 AT0231.WARNING-GPS observations at this control monument resulted in a GPS
 AT0231.derived orthometric height which differed from the leveled height by
 AT0231.more than one decimeter (0.1 meter).
 AT0231.The vertical order pertains to the first NAVD 88 superseded value.
 AT0231
 AT0231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0231
 AT0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0231
 AT0231.The ellipsoidal height was determined by GPS observations
 AT0231.and is referenced to NAD 83.
 AT0231
 AT0231.The geoid height was determined by GEOID03.
 AT0231
 AT0231.The dynamic height is computed by dividing the NAVD 88
 AT0231.geopotential number by the normal gravity value computed on the
 AT0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0231.degrees latitude (g = 980.6199 gals.).
 AT0231
 AT0231.The modeled gravity was interpolated from observed gravity values.
 AT0231
 AT0231;                    North         East     Units Scale Factor Converg.
 AT0231;SPC LA S     -   100,356.650 1,167,933.748   MT  0.99998145   +0 51 54.4
 AT0231;SPC LA S     -   329,253.44  3,831,795.97   sFT  0.99998145   +0 51 54.4
 AT0231;UTM  16      - 3,254,448.810   247,374.564   MT  1.00038756   -1 16 42.0
 AT0231
 AT0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0231!SPC LA S     -   1.00000380  x   0.99998145  =   0.99998525
 AT0231!UTM  16      -   1.00000380  x   1.00038756  =   1.00039137
 AT0231
 AT0231                          SUPERSEDED SURVEY CONTROL
 AT0231
 AT0231  NAVD 88 (02/14/94)    0.129  (m)            0.42   (f) READJUSTED  3  
 AT0231  NAVD 88 (06/15/91)    0.185  (m)            0.61   (f) UNKNOWN     1 1
 AT0231  NGVD 29 (??/??/??)    0.215  (m)            0.71   (f) ADJUSTED    1 1
 AT0231
 AT0231.Superseded values are not recommended for survey control.
 AT0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0231.See file dsdata.txt to determine how the superseded data were derived.
 AT0231
 AT0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4737554449(NAD 83)
 AT0231_MARKER: DZ = AZIMUTH MARK DISK
 AT0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0231_STAMPING: EMPIRE 1934 AZI 2 1966
 AT0231_MARK LOGO: CGS   
 AT0231_PROJECTION: RECESSED 40 CENTIMETERS
 AT0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0231+STABILITY: SURFACE MOTION
 AT0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0231+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 AT0231
 AT0231  HISTORY     - Date     Condition        Report By
 AT0231  HISTORY     - 1966     MONUMENTED       CGS
 AT0231  HISTORY     - 1971     GOOD             NGS
 AT0231  HISTORY     - 1984     GOOD             NGS
 AT0231  HISTORY     - 20030613 GOOD             NGS
 AT0231  HISTORY     - 20040419 GOOD             NGS
 AT0231  HISTORY     - 20051007 GOOD             NGS
 AT0231
 AT0231                          STATION DESCRIPTION
 AT0231
 AT0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0231'0.5 MI NW FROM EMPIRE.
 AT0231'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 23 FROM THE DRAW BRIDGE
 AT0231'OVER THE DOULLUT CANAL AT EMPIRE, AT THE JUNCTION OF THE HIGHWAY AND A
 AT0231'SHELL DRIVEWAY WHICH LEADS TO A TWO-STORY BRICK BUILDING, 35 1/2 FEET
 AT0231'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTHWEST OF THE
 AT0231'CENTER LINE OF THE DRIVEWAY, 16.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 AT0231'OF THE MISSOURI PACIFIC RAILROAD, 2 1/2 FEET SOUTHWEST OF TELEPHONE
 AT0231'POLE NUMBER 1327 1/2, 0.7 FOOT NORTHEAST OF A METAL WITNESS POST,
 AT0231'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 AT0231'CONCRETE POST WHICH IS 0.5 FOOT BELOW THE SURFACE OF THE GROUND.
 AT0231
 AT0231                          STATION RECOVERY (1984)
 AT0231
 AT0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0231'RECOVERED IN GOOD CONDITION AND IS NOW 6.2 METERS (20.2 FT) NORTHWEST
 AT0231'OF A FIRE HYDRANT, 1.2 METERS (4.0 FT) SOUTH OF A POWER LINE POLE
 AT0231'NUMBER P 344 N AND 0.12 METERS (0.4 FT) BELOW GROUND LEVEL.
 AT0231
 AT0231                          STATION RECOVERY (2003)
 AT0231
 AT0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 AT0231'UPDATED COORDINATES-- 29 23 38.0 N BY 89 36 11.2 W
 AT0231'MARK IS LOCATED ALONG LA RTE 11, 9.0 M NW OF CL OF DRIVEWAY, 4.6 M SE
 AT0231'OF RED HYDRANT, 1.1 M WSW OF BASE OF POWER POLE P344N, 7.2 M ENE OF
 AT0231'NEAR EOP.  NEARBY BUILDING IS EMPIRE BOOSTER STATION AT 32727 HWY 11.
 AT0231'MARK WAS BURIED 0.2 M.
 AT0231
 AT0231                          STATION RECOVERY (2004)
 AT0231
 AT0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0231'THE STATION IS LOCATED IN EMPIRE ON PROPERTY BELONGING TO PLAQUEMINES
 AT0231'PARISH.
 AT0231' 
 AT0231'TO REACH THE STATION FROM THE DOULLOT CANAL DRAW BRIDGE IN EMPIRE
 AT0231'TRAVEL NORTHERLY FRO 0.5 MI  ON PARISH HIGHWAY  11 TO THE STATION ON
 AT0231'THE RIGHT JUST HAVING PASSED THE GRAVEL ENTRANCE DRIVE  LEADING TO A 2
 AT0231'STORY RED BRICK BOOSTER STATION AT 32727 ROAD PARISH ROAD 11 ON THE
 AT0231'RIGHT.
 AT0231' 
 AT0231'THE STATION IS LOCATED 10.9 M EAST-NORTHEAST OF THE CENTER OF THE
 AT0231'HIGHWAY, 9.2 M NORTHWEST OF  THE CENTER OF THE ENTRANCE DRIVE, 4.6 M
 AT0231'SOUTHEAST OF A FIRE HYDRANT, 1.2 M WEST-SOUTHWEST FROM  A WOODEN
 AT0231'UTILITY POLE, AND ABOUT 0.4 M BELOW THE LEVEL OF THE ROAD.
 AT0231
 AT0231                          STATION RECOVERY (2005)
 AT0231
 AT0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0231'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  0.45 M WSW OF A
 AT0231'METAL POST WITH WITNESS SIGN ATTACHED.  NOTE--THE UTILITY POLE
 AT0231'PREVIOUSLY REFERENCED TO IS LEANING SEVERLY AND WILL MOST LIKELY BE
 AT0231'REPLACED OR REMOVED DURING HURRICANE KATRINA CLEAN UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1108 ***********************************************************************
 AT1108  DESIGNATION -  EMPIRE CHURCH SPIRE
 AT1108  PID         -  AT1108
 AT1108  STATE/COUNTY-  LA/PLAQUEMINES
 AT1108  USGS QUAD   -  EMPIRE (1992)
 AT1108
 AT1108                         *CURRENT SURVEY CONTROL
 AT1108  ___________________________________________________________________
 AT1108* NAD 83(1992)-  29 23 20.47907(N)    089 35 56.38659(W)     ADJUSTED  
 AT1108* NAVD 88     -                                                        
 AT1108  **This station is located in a subsidence area (see below).
 AT1108  ___________________________________________________________________
 AT1108  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1108  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AT1108
 AT1108  HORZ ORDER  -  THIRD
 AT1108
 AT1108.The horizontal coordinates were established by classical geodetic methods
 AT1108.and adjusted by the National Geodetic Survey in January 1993..
 AT1108
 AT1108 ** The orthometric height has not been validated since last determined
 AT1108 ** by differential leveling and should not be used for control purposes.
 AT1108 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1108 ** area with valid NAVD 88 orthometric heights.
 AT1108 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1108 ** epoch indicated which incorporates improved geoid heights for the
 AT1108 ** Southern Louisiana Subsidence area.
 AT1108 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1108
 AT1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1108
 AT1108.The geoid height was determined by GEOID03.
 AT1108
 AT1108;                    North         East     Units Scale Factor Converg.
 AT1108;SPC LA S     -    99,818.896 1,168,345.866   MT  0.99998235   +0 52 01.9
 AT1108;SPC LA S     -   327,489.16  3,833,148.06   sFT  0.99998235   +0 52 01.9
 AT1108;UTM  16      - 3,253,895.795   247,766.440   MT  1.00038511   -1 16 34.0
 AT1108
 AT1108                          SUPERSEDED SURVEY CONTROL
 AT1108
 AT1108  NAD 83(1986)-  29 23 20.48764(N)    089 35 56.39429(W) AD(       ) 4
 AT1108  NAD 27      -  29 23 19.69700(N)    089 35 56.17400(W) AD(       ) 3
 AT1108
 AT1108.Superseded values are not recommended for survey control.
 AT1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1108.See file dsdata.txt to determine how the superseded data were derived.
 AT1108
 AT1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4776653896(NAD 83)
 AT1108_MARKER: 90 = CHURCH SPIRE
 AT1108
 AT1108  HISTORY     - Date     Condition        Report By
 AT1108  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1108
 AT1108                          STATION DESCRIPTION
 AT1108
 AT1108'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1110 ***********************************************************************
 AT1110  DESIGNATION -  EMPIRE FISH FACTORY METAL STK
 AT1110  PID         -  AT1110
 AT1110  STATE/COUNTY-  LA/PLAQUEMINES
 AT1110  USGS QUAD   -  EMPIRE (1992)
 AT1110
 AT1110                         *CURRENT SURVEY CONTROL
 AT1110  ___________________________________________________________________
 AT1110* NAD 83(1992)-  29 23 14.92809(N)    089 35 49.40034(W)     ADJUSTED  
 AT1110* NAVD 88     -                                                        
 AT1110  **This station is located in a subsidence area (see below).
 AT1110  ___________________________________________________________________
 AT1110  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AT1110  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AT1110
 AT1110  HORZ ORDER  -  THIRD
 AT1110
 AT1110.The horizontal coordinates were established by classical geodetic methods
 AT1110.and adjusted by the National Geodetic Survey in January 1993..
 AT1110
 AT1110 ** The orthometric height has not been validated since last determined
 AT1110 ** by differential leveling and should not be used for control purposes.
 AT1110 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1110 ** area with valid NAVD 88 orthometric heights.
 AT1110 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1110 ** epoch indicated which incorporates improved geoid heights for the
 AT1110 ** Southern Louisiana Subsidence area.
 AT1110 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1110
 AT1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1110
 AT1110.The geoid height was determined by GEOID03.
 AT1110
 AT1110;                    North         East     Units Scale Factor Converg.
 AT1110;SPC LA S     -    99,650.859 1,168,536.810   MT  0.99998264   +0 52 05.4
 AT1110;SPC LA S     -   326,937.86  3,833,774.52   sFT  0.99998264   +0 52 05.4
 AT1110;UTM  16      - 3,253,720.665   247,951.041   MT  1.00038397   -1 16 30.3
 AT1110
 AT1110                          SUPERSEDED SURVEY CONTROL
 AT1110
 AT1110  NAD 83(1986)-  29 23 14.93662(N)    089 35 49.40806(W) AD(       ) 4
 AT1110  NAD 27      -  29 23 14.15000(N)    089 35 49.19000(W) AD(       ) 3
 AT1110
 AT1110.Superseded values are not recommended for survey control.
 AT1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1110.See file dsdata.txt to determine how the superseded data were derived.
 AT1110
 AT1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4795153721(NAD 83)
 AT1110_MARKER: 63 = STACK
 AT1110
 AT1110  HISTORY     - Date     Condition        Report By
 AT1110  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1110
 AT1110                          STATION DESCRIPTION
 AT1110
 AT1110'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1111 ***********************************************************************
 AT1111  DESIGNATION -  EMPIRE MICROWAVE TOWER
 AT1111  PID         -  AT1111
 AT1111  STATE/COUNTY-  LA/PLAQUEMINES
 AT1111  USGS QUAD   -  EMPIRE (1992)
 AT1111
 AT1111                         *CURRENT SURVEY CONTROL
 AT1111  ___________________________________________________________________
 AT1111* NAD 83(1992)-  29 23 09.84747(N)    089 35 42.87321(W)     ADJUSTED  
 AT1111* NAVD 88     -                                                        
 AT1111  **This station is located in a subsidence area (see below).
 AT1111  ___________________________________________________________________
 AT1111  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AT1111  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AT1111
 AT1111  HORZ ORDER  -  THIRD
 AT1111
 AT1111.The horizontal coordinates were established by classical geodetic methods
 AT1111.and adjusted by the National Geodetic Survey in January 1993..
 AT1111
 AT1111 ** The orthometric height has not been validated since last determined
 AT1111 ** by differential leveling and should not be used for control purposes.
 AT1111 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1111 ** area with valid NAVD 88 orthometric heights.
 AT1111 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1111 ** epoch indicated which incorporates improved geoid heights for the
 AT1111 ** Southern Louisiana Subsidence area.
 AT1111 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1111
 AT1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1111
 AT1111.The geoid height was determined by GEOID03.
 AT1111
 AT1111;                    North         East     Units Scale Factor Converg.
 AT1111;SPC LA S     -    99,497.118 1,168,715.162   MT  0.99998290   +0 52 08.6
 AT1111;SPC LA S     -   326,433.46  3,834,359.66   sFT  0.99998290   +0 52 08.6
 AT1111;UTM  16      - 3,253,560.297   248,123.588   MT  1.00038289   -1 16 26.9
 AT1111
 AT1111                          SUPERSEDED SURVEY CONTROL
 AT1111
 AT1111  NAD 83(1986)-  29 23 09.85599(N)    089 35 42.88093(W) AD(       ) 4
 AT1111  NAD 27      -  29 23 09.05489(N)    089 35 42.65297(W) AD(       ) 3
 AT1111
 AT1111.Superseded values are not recommended for survey control.
 AT1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1111.See file dsdata.txt to determine how the superseded data were derived.
 AT1111
 AT1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4812453560(NAD 83)
 AT1111_MARKER: 45 = MICROWAVE TOWER
 AT1111
 AT1111  HISTORY     - Date     Condition        Report By
 AT1111  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1111
 AT1111                          STATION DESCRIPTION
 AT1111
 AT1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1111'STATION IS LOCATED IN THE BUSINESS SECTION OF
 AT1111'EMPIRE AND IS
 AT1111'PROPERTY OF GULF COMPANY.
 AT1111'
 AT1111'STATION IS A TOWER PAINTED RED AND WHITE, HAS 4 LARGE REFLECTORS
 AT1111'ON TOP SIDE, HAS
 AT1111'RED LIGHT ON TOP AND IS APPROXIMATELY 140 FEET HIGH.
 AT1111'
 AT1111'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1109 ***********************************************************************
 AT1109  DESIGNATION -  EMPIRE MUNICIPAL TANK
 AT1109  PID         -  AT1109
 AT1109  STATE/COUNTY-  LA/PLAQUEMINES
 AT1109  USGS QUAD   -  EMPIRE (1992)
 AT1109
 AT1109                         *CURRENT SURVEY CONTROL
 AT1109  ___________________________________________________________________
 AT1109* NAD 83(1992)-  29 23 16.21675(N)    089 35 54.39146(W)     ADJUSTED  
 AT1109* NAVD 88     -                                                        
 AT1109  **This station is located in a subsidence area (see below).
 AT1109  ___________________________________________________________________
 AT1109  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1109  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AT1109
 AT1109  HORZ ORDER  -  THIRD
 AT1109
 AT1109.The horizontal coordinates were established by classical geodetic methods
 AT1109.and adjusted by the National Geodetic Survey in January 1993..
 AT1109
 AT1109 ** The orthometric height has not been validated since last determined
 AT1109 ** by differential leveling and should not be used for control purposes.
 AT1109 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1109 ** area with valid NAVD 88 orthometric heights.
 AT1109 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1109 ** epoch indicated which incorporates improved geoid heights for the
 AT1109 ** Southern Louisiana Subsidence area.
 AT1109 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1109
 AT1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1109
 AT1109.The geoid height was determined by GEOID03.
 AT1109
 AT1109;                    North         East     Units Scale Factor Converg.
 AT1109;SPC LA S     -    99,688.493 1,168,401.643   MT  0.99998257   +0 52 02.9
 AT1109;SPC LA S     -   327,061.33  3,833,331.06   sFT  0.99998257   +0 52 02.9
 AT1109;UTM  16      - 3,253,763.344   247,817.322   MT  1.00038480   -1 16 32.8
 AT1109
 AT1109                          SUPERSEDED SURVEY CONTROL
 AT1109
 AT1109  NAD 83(1986)-  29 23 16.22527(N)    089 35 54.39916(W) AD(       ) 4
 AT1109  NAD 27      -  29 23 15.43100(N)    089 35 54.17400(W) AD(       ) 3
 AT1109
 AT1109.Superseded values are not recommended for survey control.
 AT1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1109.See file dsdata.txt to determine how the superseded data were derived.
 AT1109
 AT1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4781753763(NAD 83)
 AT1109_MARKER: 51 = TANK
 AT1109
 AT1109  HISTORY     - Date     Condition        Report By
 AT1109  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1109
 AT1109                          STATION DESCRIPTION
 AT1109
 AT1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1109'THE STATION IS THE BALL ATOP THE SLENDER METAL TANK NEAR THE NORTH
 AT1109'EDGE OF THE TOWN
 AT1109'OF EMPIRE AND ON THE WEST SIDE OF STATE HIGHWAY 23.
 AT1109'
 AT1109'THE TANK IS SUPPORTED BY A SKELETON STEEL FRAMEWORK AND IS
 AT1109'APPROXIMATELY 90 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2458 ***********************************************************************
 AU2458  DESIGNATION -  END
 AU2458  PID         -  AU2458
 AU2458  STATE/COUNTY-  LA/TERREBONNE
 AU2458  USGS QUAD   -  POINT AU FER (1987)
 AU2458
 AU2458                         *CURRENT SURVEY CONTROL
 AU2458  ___________________________________________________________________
 AU2458* NAD 83(1992)-  29 15 59.38335(N)    091 18 12.25465(W)     ADJUSTED  
 AU2458* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2458  ___________________________________________________________________
 AU2458  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2458  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AU2458
 AU2458  HORZ ORDER  -  SECOND
 AU2458
 AU2458.The horizontal coordinates were established by classical geodetic methods
 AU2458.and adjusted by the National Geodetic Survey in January 1993..
 AU2458
 AU2458.The orthometric height was scaled from a topographic map.
 AU2458
 AU2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2458
 AU2458.The geoid height was determined by GEOID03.
 AU2458
 AU2458;                    North         East     Units Scale Factor Converg.
 AU2458;SPC LA S     -    84,964.349 1,002,908.784   MT  1.00000726   +0 00 53.9
 AU2458;SPC LA S     -   278,753.87  3,290,376.57   sFT  1.00000726   +0 00 53.9
 AU2458;UTM  15      - 3,238,704.915   664,835.351   MT  0.99993528   +0 49 46.6
 AU2458
 AU2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2458!SPC LA S     -   1.00000388  x   1.00000726  =   1.00001114
 AU2458!UTM  15      -   1.00000388  x   0.99993528  =   0.99993915
 AU2458
 AU2458|---------------------------------------------------------------------|
 AU2458| PID    Reference Object                     Distance      Geod. Az  |
 AU2458|                                                           dddmmss.s |
 AU2458| CV9769 END RM 1                                           10958     |
 AU2458| AU2454 EASTER                              APPROX. 8.9 KM 3263758.7 |
 AU2458| AU2456 POINT AU FER STACK                  APPROX. 8.5 KM 3283700.5 |
 AU2458| CV9770 END RM 2                                           35124     |
 AU2458|---------------------------------------------------------------------|
 AU2458
 AU2458                          SUPERSEDED SURVEY CONTROL
 AU2458
 AU2458  NAD 83(1986)-  29 15 59.41039(N)    091 18 12.25609(W) AD(       ) 2
 AU2458  NAD 27      -  29 15 58.61500(N)    091 18 11.86200(W) AD(       ) 2
 AU2458
 AU2458.Superseded values are not recommended for survey control.
 AU2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2458.See file dsdata.txt to determine how the superseded data were derived.
 AU2458
 AU2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6483538705(NAD 83)
 AU2458_MARKER: DS = TRIANGULATION STATION DISK
 AU2458_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2458_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2458
 AU2458  HISTORY     - Date     Condition        Report By
 AU2458  HISTORY     - 1933     MONUMENTED       CGS
 AU2458  HISTORY     - 1952     GOOD             CGS
 AU2458  HISTORY     - 1959     GOOD             PGEG
 AU2458  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AU2458  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU2458
 AU2458                          STATION DESCRIPTION
 AU2458
 AU2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2458'STATION IS ON THE GULF COAST, ABOUT 6 MILES SE OF POINT AU FER,
 AU2458'ABOUT 2 MILES NW OF THE PROMINENT POINT IN THIS VICINITY, AND
 AU2458'IN SCRUB GROWTH ABOUT 65 METERS (210 FEET) BACK OF THE HIGH-WATER
 AU2458'MARK OF THE GULF.
 AU2458'
 AU2458'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2458'AT THE CENTER OF THE TOP OF A TILE WHICH IS SURROUNDED BY A
 AU2458'MASS OF CONCRETE.
 AU2458'
 AU2458'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS
 AU2458'OR POSTS OF CONCRETE.
 AU2458'
 AU2458'REFERENCE MARK NO. 1 IS 25.710 METERS (84.35 FEET) FROM THE
 AU2458'STATION S 70 DEG 02 MIN E.
 AU2458'
 AU2458'REFERENCE MARK NO. 2 IS 24.948 METERS (81.85 FEET) FROM THE
 AU2458'STATION N 8 DEG 36 MIN W.
 AU2458
 AU2458                          STATION RECOVERY (1952)
 AU2458
 AU2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2458'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2458'THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND WERE
 AU2458'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS INADEQUATE.
 AU2458'A NEW DESCRIPTION FOLLOWS--
 AU2458'
 AU2458'STATION IS LOCATED ON THE GULF OF MEXICO, ABOUT 6 MI. SE OF
 AU2458'POINT AU FER, ON THE SE END OF A PROMINENT BEACH, INSHORE
 AU2458'FROM TWO DAYBEACONS, 261 FT. N-NE OF THE MEAN HIGH-WATERLINE,
 AU2458'AND 237 FT. SE OF THE SE CORNER OF A DREDGED CANAL.  IT IS A
 AU2458'STANDARD DISK, STAMPED END 1933 AND SET IN A CONCRETE-FILLED
 AU2458'TILE PROJECTING 10 IN. ABOVE THE GROUND.
 AU2458'
 AU2458'REFERENCE MARK 1 IS 240 FT. N-NE OF THE MEAN HIGH-WATERLINE.
 AU2458'IT IS A STANDARD DISK, STAMPED NO 1 AND SET IN A SQUARE CONCRETE
 AU2458'BLOCK PROJECTING 2 IN. ABOVE THE GROUND.
 AU2458'
 AU2458'REFERENCE MARK 2 IS 310 FT. N-NE OF THE MEAN HIGH-WATERLINE.
 AU2458'IT IS A STANDARD DISK, STAMPED NO 2 AND SET IN A SQUARE BLOCK
 AU2458'OF CONCRETE FLUSH WITH THE GROUND.
 AU2458
 AU2458                          STATION RECOVERY (1959)
 AU2458
 AU2458'RECOVERY NOTE BY PETTY GEOPHYSICAL CO 1959
 AU2458'STATION RECOVERED IN GOOD CONDITION, BUT BASE OF CONCRETE IS
 AU2458'WASHED OUT AND WILL SOON FALL OVER.  IT IS LOCATED ON W SIDE
 AU2458'OF POINT AU FER ISLAND, WHERE LOCUST BAYOU DEAD END.
 AU2458
 AU2458                          STATION RECOVERY (1960)
 AU2458
 AU2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2458'DESTROYED.  THE STATION MARK WAS FOUND WASHED OUT AND LYING
 AU2458'ABOUT 15 FEET OFF-SHORE IN THE GULF.  THE REFERENCE MARKS
 AU2458'APPEAR TO HAVE BEEN BURIED BY THE SHELL DEPOSIT ALONG THE
 AU2458'BEACH.
 AU2458
 AU2458                          STATION RECOVERY (1966)
 AU2458
 AU2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2458'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 AU2458'IT IS BELIEVED THAT THE MARKS ARE STILL EXIST BUT WERE NOT
 AU2458'FOUND DUE TO LACK OF REFERENCES AND THE HEAVY GROWTH OF GRASS
 AU2458'AND BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0747 ***********************************************************************
 AV0747  DESIGNATION -  END
 AV0747  PID         -  AV0747
 AV0747  STATE/COUNTY-  LA/CAMERON
 AV0747  USGS QUAD   -  HOG BAYOU (1979)
 AV0747
 AV0747                         *CURRENT SURVEY CONTROL
 AV0747  ___________________________________________________________________
 AV0747* NAD 83(1992)-  29 43 31.97978(N)    092 59 52.68471(W)     ADJUSTED  
 AV0747* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0747  **This station is located in a subsidence area (see below).
 AV0747  ___________________________________________________________________
 AV0747  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AV0747  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AV0747
 AV0747  HORZ ORDER  -  THIRD
 AV0747
 AV0747.The horizontal coordinates were established by classical geodetic methods
 AV0747.and adjusted by the National Geodetic Survey in January 1993..
 AV0747
 AV0747 ** The orthometric height has not been validated since last determined
 AV0747 ** by differential leveling and should not be used for control purposes.
 AV0747 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0747 ** area with valid NAVD 88 orthometric heights.
 AV0747 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0747 ** epoch indicated which incorporates improved geoid heights for the
 AV0747 ** Southern Louisiana Subsidence area.
 AV0747 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0747.The orthometric height was scaled from a topographic map.
 AV0747
 AV0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0747
 AV0747.The geoid height was determined by GEOID03.
 AV0747
 AV0747;                    North         East     Units Scale Factor Converg.
 AV0747;SPC LA S     -   137,015.458   838,961.264   MT  0.99993722   -0 49 56.4
 AV0747;SPC LA S     -   449,524.88  2,752,492.08   sFT  0.99993722   -0 49 56.4
 AV0747;UTM  15      - 3,288,374.697   500,196.521   MT  0.99960000   +0 00 03.6
 AV0747
 AV0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0747!SPC LA S     -   1.00000413  x   0.99993722  =   0.99994135
 AV0747!UTM  15      -   1.00000413  x   0.99960000  =   0.99960413
 AV0747
 AV0747|---------------------------------------------------------------------|
 AV0747| PID    Reference Object                     Distance      Geod. Az  |
 AV0747|                                                           dddmmss.s |
 AV0747| CV9773 END RM 2                             15.109 METERS 00043     |
 AV0747| AV0766 GRAND CHENIER COLUM GULF MAST       APPROX. 5.4 KM 0122014.4 |
 AV0747| AV0751 SOHIO WELL 1 1955                    81.200 METERS 02204     |
 AV0747| CV9772 END RM 1                             10.241 METERS 10935     |
 AV0747| AV0750 PONTOON                             APPROX. 9.4 KM 1154146.8 |
 AV0747| AV0754 BILL MP CO 1955                     APPROX. 0.9 KM 1354357.8 |
 AV0747| AV0748 PHILLIPS WELL 3 SL 1170 1           APPROX. 2.0 KM 1853704.8 |
 AV0747| CV9774 END RM 3                             91.565 METERS 26015     |
 AV0747|---------------------------------------------------------------------|
 AV0747
 AV0747                          SUPERSEDED SURVEY CONTROL
 AV0747
 AV0747  NAD 83(1986)-  29 43 32.00093(N)    092 59 52.66679(W) AD(       ) 3
 AV0747  NAD 27      -  29 43 31.20200(N)    092 59 52.13900(W) AD(       ) 3
 AV0747
 AV0747.Superseded values are not recommended for survey control.
 AV0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0747.See file dsdata.txt to determine how the superseded data were derived.
 AV0747
 AV0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0019788375(NAD 83)
 AV0747_MARKER: DS = TRIANGULATION STATION DISK
 AV0747_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV0747_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0747_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AV0747
 AV0747  HISTORY     - Date     Condition        Report By
 AV0747  HISTORY     - 1955     MONUMENTED       CGS
 AV0747  HISTORY     - 1974     GOOD             USGS
 AV0747  HISTORY     - 1979     GOOD             NGS
 AV0747
 AV0747                          STATION DESCRIPTION
 AV0747
 AV0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0747'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF GRAND
 AV0747'CHENEIR, ABOUT 2 MILES SOUTH SOUTHEAST OF THE EAST END OF
 AV0747'LOWER MUD LAKE, 0.5 MILE NORTH OF THE BEACH, 266 FEET SOUTH
 AV0747'SOUTHWEST OF THE SOHIO PETROLEUM COMPANY, CARTER RUTHERFORD
 AV0747'WELL NUMBER 1 (SERIAL NUMBER 41155) AND ON THE CREST OF THE
 AV0747'LEVEE AT THE SOUTH END OF A CANAL.
 AV0747'
 AV0747'TO REACH FROM THE POST OFFICE AT GRAND CHENIER.  GO EASTERLY
 AV0747'ON STATE HIGHWAY NUMBER 292 FOR 3.8 MILES TO THE GRAND CHENIER
 AV0747'HUNTING LODGE ON THE LEFT HAND SIDE OF THE ROAD.  MUD BOATS
 AV0747'MAY BE SECURED AT THIS POINT FOR TRAVEL TO THE STATION.
 AV0747'THIS IS ABOUT A ONE HOUR BOAT TRIP.
 AV0747'
 AV0747'THE STATION IS A STANDARD DISK, STAMPED END 1955, BRAZED
 AV0747'TO THE TOP OF A CAST IRON SOIL PIPE WHICH IS CEMENTED IN THE
 AV0747'CENTER OF A 10 INCH TILE.  IT PROJECTS 8 INCHES.
 AV0747'
 AV0747'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED END NO
 AV0747'1 1955, BRAZED TO THE TOP OF A CAST IRON SOIL PIPE WHICH
 AV0747'IS CEMENTED IN THE CENTER OF A 10 INCH TILE.  IT PROJECTS
 AV0747'8 INCHES AND IS LOCATED 70.5 FEET SOUTH OF THE END OF THE
 AV0747'CANAL.
 AV0747'
 AV0747'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED END NO
 AV0747'2 1955, BRAZED TO THE TOP OF A CAST IRON SOIL PIPE WHICH
 AV0747'IS CEMENTED IN THE CENTER OF A 10 INCH TILE.  IT PROJECTS
 AV0747'8 INCHES AND IS LOCATED 58 FEET SOUTH OF THE CANAL.
 AV0747'
 AV0747'BILL (MP CO) IS A MAGNOLIA PETROLEUM COMPANY TRIANGULATION
 AV0747'STATION STAINLESS STEEL DISK SET IN THE TOP OF A 5 INCH,
 AV0747'CONCRETE FILLED, PIPE WHICH PROJECTS 2 FEET.  IT IS STAMPED
 AV0747'BILL (MP CO.) AND IS LOCATED ON THE SHELL BEACH ABOUT 0.6
 AV0747'MILE SOUTHEAST OF THE STATION.
 AV0747
 AV0747                          STATION RECOVERY (1974)
 AV0747
 AV0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 AV0747'STA. MK. AND REF. MK. 2 AND SOHIO NO. 1 OIL WELL RECOVERED
 AV0747'AS DESCRIBED.
 AV0747'
 AV0747'REF. MK. 1 WAS FOUND LYING NEAR ITS POSITION, DESTROYED.
 AV0747
 AV0747                          STATION RECOVERY (1979)
 AV0747
 AV0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0747'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD
 AV0747'CONDITION.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 AV0747'
 AV0747'THE STATION IS LOCATED 3-1/2 MILES SOUTHWEST OF GRAND CHENEIR,
 AV0747'2 MILES SOUTHEAST FROM THE EAST END OF LOWER MUD LAKE AND
 AV0747'1/2 MILE NORTH OF THE BEACH.
 AV0747'
 AV0747'THE DISTANCE TO REFERENCE MARK 2 IS 15.109 METERS OR 49.57 FEET,
 AV0747'TO REFERENCE MARK 3 IS 300.41 FEET, AND BETWEEN REFERENCE MARKS
 AV0747'2 AND 3 IS 313.18 FEET.  THE ANGLE BETWEEN THE REFERENCE MARKS IS
 AV0747'100 DEGREES 28 MINUTES AND 33.02 SECONDS.
 AV0747'
 AV0747'THE STATION WAS REACHED
 AV0747'BY HELICOPTER.
 AV0747'
 AV0747'THE STATION IS A STANDARD CGS DISK
 AV0747'STAMPED---END 1955---,
 AV0747'BRAZED TO A CAST IRON PIPE THAT IS CEMENTED IN A 10-INCH SOIL PIPE
 AV0747'PROJECTING 8 CM ABOVE THE GROUND.
 AV0747'IT IS LOCATED
 AV0747'1 FEET SOUTH FROM A WHITE 1-3/4-INCH PVC POST WITH A METAL SIGN
 AV0747'ATTACHED.
 AV0747'
 AV0747'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AV0747'STAMPED---END NO 2 1955---,
 AV0747'BRAZED TO A CAST IRON PIPE THAT IS CEMENTED TO A 10-INCH
 AV0747'SOIL PIPE PROJECTING 8 CM ABOVE THE GROUND.
 AV0747'IT IS LOCATED
 AV0747'58 FEET SOUTH FROM OF THE BAYOU.
 AV0747'MARK IS LEVEL WITH STATION.
 AV0747'
 AV0747'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AV0747'STAMPED---END 1955 N0 3 1979---,
 AV0747'INSIDE A ROUND WHITE 5-INCH PVC PIPE AND CRIMPED TO THE TOP OF A
 AV0747'STAINLESS STEEL ROD DRIVEN INTO THE GROUND 15 FEET.
 AV0747'IT IS LOCATED
 AV0747'150 FEET SOUTH FROM THE SOUTH EDGE OF THE BAYOU.
 AV0747'MARK IS LEVEL WITH STATION.
 AV0747'
 AV0747'THE STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL SURVEY
 AV0747'SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0793 ***********************************************************************
 AV0793  DESIGNATION -  END
 AV0793  PID         -  AV0793
 AV0793  STATE/COUNTY-  LA/CAMERON
 AV0793  USGS QUAD   -  SWEET LAKE (1982)
 AV0793
 AV0793                         *CURRENT SURVEY CONTROL
 AV0793  ___________________________________________________________________
 AV0793* NAD 83(1992)-  29 57 15.67335(N)    093 10 33.32026(W)     ADJUSTED  
 AV0793* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0793  **This station is located in a subsidence area (see below).
 AV0793  ___________________________________________________________________
 AV0793  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AV0793  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AV0793
 AV0793  HORZ ORDER  -  THIRD
 AV0793
 AV0793.The horizontal coordinates were established by classical geodetic methods
 AV0793.and adjusted by the National Geodetic Survey in January 1993..
 AV0793
 AV0793 ** The orthometric height has not been validated since last determined
 AV0793 ** by differential leveling and should not be used for control purposes.
 AV0793 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0793 ** area with valid NAVD 88 orthometric heights.
 AV0793 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0793 ** epoch indicated which incorporates improved geoid heights for the
 AV0793 ** Southern Louisiana Subsidence area.
 AV0793 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0793.The orthometric height was scaled from a topographic map.
 AV0793
 AV0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0793
 AV0793.The geoid height was determined by GEOID03.
 AV0793
 AV0793;                    North         East     Units Scale Factor Converg.
 AV0793;SPC LA S     -   162,636.710   822,154.952   MT  0.99992607   -0 55 16.7
 AV0793;SPC LA S     -   533,583.94  2,697,353.37   sFT  0.99992607   -0 55 16.7
 AV0793;UTM  15      - 3,313,740.403   483,024.929   MT  0.99960356   -0 05 16.2
 AV0793
 AV0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0793!SPC LA S     -   1.00000392  x   0.99992607  =   0.99992999
 AV0793!UTM  15      -   1.00000392  x   0.99960356  =   0.99960748
 AV0793
 AV0793|---------------------------------------------------------------------|
 AV0793| PID    Reference Object                     Distance      Geod. Az  |
 AV0793|                                                           dddmmss.s |
 AV0793| CV9771 END RM 1                             31.700 METERS 05642     |
 AV0793| AV0797 SWEET                               APPROX. 3.4 KM 1310905.7 |
 AV0793|---------------------------------------------------------------------|
 AV0793
 AV0793                          SUPERSEDED SURVEY CONTROL
 AV0793
 AV0793  NAD 83(1986)-  29 57 15.69860(N)    093 10 33.30709(W) AD(       ) 3
 AV0793  NAD 27      -  29 57 14.92400(N)    093 10 32.74000(W) AD(       ) 3
 AV0793
 AV0793.Superseded values are not recommended for survey control.
 AV0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0793.See file dsdata.txt to determine how the superseded data were derived.
 AV0793
 AV0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8302513740(NAD 83)
 AV0793_MARKER: DS = TRIANGULATION STATION DISK
 AV0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0793
 AV0793  HISTORY     - Date     Condition        Report By
 AV0793  HISTORY     - 1934     MONUMENTED       CGS
 AV0793  HISTORY     - 1947     GOOD             CGS
 AV0793
 AV0793                          STATION DESCRIPTION
 AV0793
 AV0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0793'STATION IS ON NE SIDE OF INTRACOASTAL CANAL APPROXIMATELY
 AV0793'4-1/2 STATUTE MILES SE OF GRAND LAKE FERRY, ON SPOIL BANK,
 AV0793'30 METERS FROM NE BANK OF CANAL ON A LINE NORMAL TO THE
 AV0793'LATTER, 20 METERS NW OF END OF SPOIL BANK.
 AV0793'
 AV0793'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0793'IN THE TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0793'
 AV0793'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 AV0793
 AV0793                          STATION RECOVERY (1947)
 AV0793
 AV0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0793'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH ONE EXCEPTION.
 AV0793'STATION IS NOW 6.3 METERS FROM NE BANK OF CANAL RATHER
 AV0793'THAN 30 METERS.  STATION MARK RECOVERED IN POOR CONDITION.
 AV0793'THE EARTH AROUND THE MARK HAS BEEN WASHED AWAY AND STATION
 AV0793'RESTS UNFIRM IN GROUND.  REFERENCE MARK SEARCHED FOR BUT
 AV0793'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1224 ***********************************************************************
 AT1224  DESIGNATION -  END
 AT1224  PID         -  AT1224
 AT1224  STATE/COUNTY-  LA/PLAQUEMINES
 AT1224  USGS QUAD   -  BARATARIA PASS (1993)
 AT1224
 AT1224                         *CURRENT SURVEY CONTROL
 AT1224  ___________________________________________________________________
 AT1224* NAD 83(1992)-  29 21 10.13430(N)    089 53 21.69987(W)     ADJUSTED  
 AT1224* NAVD 88     -                                                        
 AT1224  **This station is located in a subsidence area (see below).
 AT1224  ___________________________________________________________________
 AT1224  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AT1224  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AT1224
 AT1224  HORZ ORDER  -  THIRD
 AT1224
 AT1224.The horizontal coordinates were established by classical geodetic methods
 AT1224.and adjusted by the National Geodetic Survey in January 1993..
 AT1224
 AT1224 ** The orthometric height has not been validated since last determined
 AT1224 ** by differential leveling and should not be used for control purposes.
 AT1224 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1224 ** area with valid NAVD 88 orthometric heights.
 AT1224 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1224 ** epoch indicated which incorporates improved geoid heights for the
 AT1224 ** Southern Louisiana Subsidence area.
 AT1224 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1224
 AT1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1224
 AT1224.The geoid height was determined by GEOID03.
 AT1224
 AT1224;                    North         East     Units Scale Factor Converg.
 AT1224;SPC LA S     -    95,415.155 1,140,213.410   MT  0.99998924   +0 43 19.2
 AT1224;SPC LA S     -   313,041.22  3,740,850.16   sFT  0.99998924   +0 43 19.2
 AT1224;UTM  16      - 3,250,544.626   219,475.210   MT  1.00057115   -1 25 02.1
 AT1224
 AT1224                          SUPERSEDED SURVEY CONTROL
 AT1224
 AT1224  NAD 83(1986)-  29 21 10.14650(N)    089 53 21.70819(W) AD(       ) 4
 AT1224  NAD 27      -  29 21 09.34000(N)    089 53 21.45400(W) AD(       ) 3
 AT1224
 AT1224.Superseded values are not recommended for survey control.
 AT1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1224.See file dsdata.txt to determine how the superseded data were derived.
 AT1224
 AT1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1947550545(NAD 83)
 AT1224_MARKER: 81 = GABLE
 AT1224
 AT1224  HISTORY     - Date     Condition        Report By
 AT1224  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1224
 AT1224                          STATION DESCRIPTION
 AT1224
 AT1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1224'THE STATION IS THE NW GABLE OF A 14- BY 14-FOOT OYSTER CAMP SET ON
 AT1224'POSTS ABOUT 6 FEET ABOVE THE
 AT1224'GROUND, ON THE S POINT OF A LARGE ISLAND SEPARATING
 AT1224'BARATARIA BAY AND CAT BAY, AND 10
 AT1224'METERS (33 FEET) FROM THE HIGH-WATER
 AT1224'MARK OF BARATARIA BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2844 ***********************************************************************
 AU2844  DESIGNATION -  END
 AU2844  PID         -  AU2844
 AU2844  STATE/COUNTY-  LA/LAFOURCHE
 AU2844  USGS QUAD   -  CATAHOULA BAY (1979)
 AU2844
 AU2844                         *CURRENT SURVEY CONTROL
 AU2844  ___________________________________________________________________
 AU2844* NAD 83(1992)-  29 38 41.46754(N)    090 19 57.04506(W)     ADJUSTED  
 AU2844* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2844  **This station is located in a subsidence area (see below).
 AU2844  ___________________________________________________________________
 AU2844  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AU2844  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AU2844
 AU2844  HORZ ORDER  -  FIRST
 AU2844
 AU2844.The horizontal coordinates were established by classical geodetic methods
 AU2844.and adjusted by the National Geodetic Survey in January 1993..
 AU2844
 AU2844 ** The orthometric height has not been validated since last determined
 AU2844 ** by differential leveling and should not be used for control purposes.
 AU2844 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2844 ** area with valid NAVD 88 orthometric heights.
 AU2844 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2844 ** epoch indicated which incorporates improved geoid heights for the
 AU2844 ** Southern Louisiana Subsidence area.
 AU2844 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2844.The orthometric height was scaled from a topographic map.
 AU2844
 AU2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2844
 AU2844.The geoid height was determined by GEOID03.
 AU2844
 AU2844;                    North         East     Units Scale Factor Converg.
 AU2844;SPC LA S     -   127,324.301 1,096,900.893   MT  0.99994492   +0 30 01.5
 AU2844;SPC LA S     -   417,729.81  3,598,749.01   sFT  0.99994492   +0 30 01.5
 AU2844;UTM  15      - 3,282,407.777   758,232.107   MT  1.00042286   +1 19 12.5
 AU2844
 AU2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2844!SPC LA S     -   1.00000398  x   0.99994492  =   0.99994890
 AU2844!UTM  15      -   1.00000398  x   1.00042286  =   1.00042684
 AU2844
 AU2844|---------------------------------------------------------------------|
 AU2844| PID    Reference Object                     Distance      Geod. Az  |
 AU2844|                                                           dddmmss.s |
 AU2844| DD6641 END RM 1                             28.200 METERS 08535     |
 AU2844| AU2847 AT                                  APPROX. 5.5 KM 0885712.4 |
 AU2844| DD6642 END RM 2                             32.230 METERS 16427     |
 AU2844|---------------------------------------------------------------------|
 AU2844
 AU2844                          SUPERSEDED SURVEY CONTROL
 AU2844
 AU2844  NAD 83(1986)-  29 38 41.48461(N)    090 19 57.05018(W) AD(       ) 1
 AU2844  NAD 27      -  29 38 40.71711(N)    090 19 56.76293(W) AD(       ) 1
 AU2844
 AU2844.Superseded values are not recommended for survey control.
 AU2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2844.See file dsdata.txt to determine how the superseded data were derived.
 AU2844
 AU2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5823282408(NAD 83)
 AU2844_MARKER: DS = TRIANGULATION STATION DISK
 AU2844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2844_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2844
 AU2844  HISTORY     - Date     Condition        Report By
 AU2844  HISTORY     - 1934     MONUMENTED       CGS
 AU2844  HISTORY     - 1946     GOOD             CGS
 AU2844  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU2844
 AU2844                          STATION DESCRIPTION
 AU2844
 AU2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2844'STATION IS ON THE W BANK OF THE INTRACOASTAL CANAL, ABOUT
 AU2844'19 MILES BY ROAD AND CANAL FROM LOCKPORT, ABOUT 0.25 MILE S
 AU2844'OF THE INTERSECTION OF HARVEY CANAL NO. 2 WITH THE INTRACOASTAL
 AU2844'CANAL, AND 285 FEET W OF THE W BANK OF THE CANAL.
 AU2844'
 AU2844'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CEMENT
 AU2844'IN THE TOP OF A TILE.
 AU2844'
 AU2844'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN
 AU2844'CEMENT IN THE TOP OF A TILE, IS IN
 AU2844'VERY SOFT MARSH, PROJECTS ABOUT 6 INCHES, AND IS 28.20 METERS
 AU2844'(92.5 FEET) FROM THE STATION N 85 DEG 35 MIN E.
 AU2844'
 AU2844'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CEMENT
 AU2844'IN THE TOP OF A TILE, IS IN VERY
 AU2844'SOFT MARSH, PROJECTS ABOUT 6 INCHES, AND IS 32.23 METERS
 AU2844'(105.7 FEET) FROM THE STATION S 15 DEG 33 MIN E.
 AU2844'
 AU2844'STATION AT IS USED AS THE AZIMUTH MARK FOR THIS STATION.
 AU2844
 AU2844                          STATION RECOVERY (1946)
 AU2844
 AU2844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 AU2844'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2844'DESCRIPTION IS ADEQUATE EXCEPT THAT MARKS NOW PROJECT ONLY
 AU2844'2 INCHES ABOVE MARSH.  DISTANCE TO REFERENCE MARK 2 CHECKS BUT
 AU2844'DISTANCE TO REFERENCE MARK 1 IS 28.260 METERS (92.71 FEET).
 AU2844
 AU2844                          STATION RECOVERY (1966)
 AU2844
 AU2844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2844'THE STATION WAS SEARCHED FOR AT THIS DATE AND NONE OF THE MARKS
 AU2844'WERE FOUND.  THIS AREA IS IN VERY SOFT MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2489 ***********************************************************************
 BW2489  DESIGNATION -  ENGINEER BASE
 BW2489  PID         -  BW2489
 BW2489  STATE/COUNTY-  LA/POINTE COUPEE
 BW2489  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2489
 BW2489                         *CURRENT SURVEY CONTROL
 BW2489  ___________________________________________________________________
 BW2489* NAD 83(1992)-  31 00 38.75386(N)    091 43 49.43131(W)     ADJUSTED  
 BW2489* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 BW2489  ___________________________________________________________________
 BW2489  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BW2489  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW2489
 BW2489  HORZ ORDER  -  FIRST
 BW2489
 BW2489.The horizontal coordinates were established by classical geodetic methods
 BW2489.and adjusted by the National Geodetic Survey in January 1993..
 BW2489
 BW2489.The orthometric height was scaled from a topographic map.
 BW2489
 BW2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2489
 BW2489.The geoid height was determined by GEOID03.
 BW2489
 BW2489;                    North         East     Units Scale Factor Converg.
 BW2489;SPC LA S     -   278,384.007   962,079.942   MT  1.00008086   -0 11 54.7
 BW2489;SPC LA S     -   913,331.53  3,156,423.94   sFT  1.00008086   -0 11 54.7
 BW2489;SPC LA N     -    56,893.964 1,073,494.302   MT  1.00003900   +0 24 24.8
 BW2489;SPC LA N     -   186,659.61  3,521,955.89   sFT  1.00003900   +0 24 24.8
 BW2489;UTM  15      - 3,431,486.824   621,195.012   MT  0.99978118   +0 39 15.0
 BW2489
 BW2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2489!SPC LA S     -   1.00000253  x   1.00008086  =   1.00008339
 BW2489!SPC LA N     -   1.00000253  x   1.00003900  =   1.00004153
 BW2489!UTM  15      -   1.00000253  x   0.99978118  =   0.99978371
 BW2489
 BW2489|---------------------------------------------------------------------|
 BW2489| PID    Reference Object                     Distance      Geod. Az  |
 BW2489|                                                           dddmmss.s |
 BW2489| CY3534 ENGINEER BASE RM                     39.628 METERS 24031     |
 BW2489|---------------------------------------------------------------------|
 BW2489
 BW2489                          SUPERSEDED SURVEY CONTROL
 BW2489
 BW2489  NAD 83(1986)-  31 00 38.77142(N)    091 43 49.42610(W) AD(       ) 1
 BW2489  NAD 27      -  31 00 38.12492(N)    091 43 48.99581(W) AD(       ) 1
 BW2489
 BW2489.Superseded values are not recommended for survey control.
 BW2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2489.See file dsdata.txt to determine how the superseded data were derived.
 BW2489
 BW2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2119531487(NAD 83)
 BW2489_MARKER: DS = TRIANGULATION STATION DISK
 BW2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2489
 BW2489  HISTORY     - Date     Condition        Report By
 BW2489  HISTORY     - 1919     MONUMENTED       CGS
 BW2489  HISTORY     - 1935     GOOD             CGS
 BW2489  HISTORY     - 1937     GOOD             LAGS
 BW2489  HISTORY     - 1957     MARK NOT FOUND   CGS
 BW2489
 BW2489                          STATION DESCRIPTION
 BW2489
 BW2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BW2489'IN TOP OF LEVEE ON S BANK OF ATCHAFALAYA RIVER, WHICH IS LOCALLY
 BW2489'CALLED OLD RIVER ABOUT 3/8 MILE E OF STORE OWNED BY MRS.
 BW2489'L.B. COYLE, ABOUT 1/2 MILE E OF JUNCTION OF RED, ATCHAFALAYA,
 BW2489'AND OLD RIVERS AND ABOUT 150 METERS (492 FEET) NW OF CABIN
 BW2489'RENTED FROM GEORGE KELLER BY JIM MORGAN.
 BW2489'
 BW2489'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2489'DISKS SET IN CONCRETE.
 BW2489'
 BW2489'REFERENCE MARK IS 39.628 METERS (130.01 FEET) FROM STATION
 BW2489'S 60 DEG 31 MIN W.
 BW2489'
 BW2489'IN 1929 STATION WAS REPORTED COVERED BY TOPPING APPLIED TO
 BW2489'LEVEE IN 1927, BUT MARK IS PROBABLY INTACT SOME DISTANCE BELOW
 BW2489'SURFACE.
 BW2489'
 BW2489'REFERENCE MARK REPORTED MOVED AND RESET ON ACCOUNT OF HIGHWAY
 BW2489'CONSTRUCTION.
 BW2489
 BW2489                          STATION RECOVERY (1935)
 BW2489
 BW2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BW2489'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK
 BW2489'NOT RECOVERED.
 BW2489'
 BW2489'STATION IS ON TOP OF LEVEE, ABOUT 3/8 MILE E OF COYLES STORE
 BW2489'ON S BANK OF ATCHAFALAYA RIVER, LOCALLY KNOWN AS OLD RIVER,
 BW2489'AND ABOUT 1/2 MILE E OF JUNCTION OF THE RED, ATCHAFALAYA AND OLD
 BW2489'RIVERS, 398 FEET NW OF NW CORNER OF CABIN, ABOUT 18 INCHES
 BW2489'W OF SUMMIT OF LEVEE, 4 FEET NE OF PATH GOING SE, AND ABOUT 1
 BW2489'FOOT BELOW GROUND SURFACE.  STATION MARK IS STAMPED ENGINEERS
 BW2489'BASE 1919.
 BW2489'
 BW2489'REFERENCE MARK NO. 1 (1935) IS CENTER OF U.S. ENGINEERS B.M.
 BW2489'POST, 2-1/2 INCHES IN DIAMETER, AND MARKED 27 I 99.80, ON
 BW2489'S SLOPE OF LEVEE AT SE CORNER AND 154 FEET N OF NW CORNER OF
 BW2489'CABIN AND 87.52 METERS (287.09 FEET) FROM STATION
 BW2489'S 29 DEG 02 MIN E.
 BW2489'
 BW2489'REFERENCE MARK NO. 2 (1935) IS A MARBLE POST MARKED U.S.E.
 BW2489'RESET IN CONCRETE, JUST S OF FENCE LINE ON S SIDE OF HIGHWAY,
 BW2489'61 FEET NW FROM NW CORNER OF CABIN AND 103.03 METERS
 BW2489'(338.0 FEET) FROM STATION S 8 DEG 41 MIN E.
 BW2489'
 BW2489'AZIMUTH REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 226 DEG
 BW2489'47 MIN 15 SEC.  REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 3
 BW2489'IS 309.8 FEET S 34 DEG 23 MIN E.
 BW2489'
 BW2489'REFERENCE MARK NO. 3 (1935) IS A STANDARD BRONZE DISK SET IN
 BW2489'A 14-BY 14-BY 30-INCH CONCRETE PIER, JUST INSIDE S FENCE ON
 BW2489'S SIDE OF HIGHWAY, 23 FEET S OF HIGHWAY AND 44.75 METERS
 BW2489'(146.81 FEET) FROM STATION S 57 DEG 46 MIN W.
 BW2489'
 BW2489'REFERENCE MARK NO. 3 TO REFERENCE MARK NO. 1 IS 316.6 FEET
 BW2489'S 56 DEG 42 MIN E.
 BW2489
 BW2489                          STATION RECOVERY (1937)
 BW2489
 BW2489'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BW2489'ORIGINAL DESCRIPTION OF STATION IS CORRECT.
 BW2489
 BW2489                          STATION RECOVERY (1957)
 BW2489
 BW2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BW2489'STATION AND R.M.S WERE SEARCHED FOR BUT NOT FOUND.  DUE TO
 BW2489'THE CONSTRUCTION OF THE NEW LEVEE IT IS BELIEVED THE STATION
 BW2489'WAS DESTROYED BY USING FILL DIRT FROM THE OLD LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2072 ***********************************************************************
 BW2072  DESIGNATION -  ENGINEER=V 14
 BW2072  PID         -  BW2072
 BW2072  STATE/COUNTY-  LA/POINTE COUPEE
 BW2072  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2072
 BW2072                         *CURRENT SURVEY CONTROL
 BW2072  ___________________________________________________________________
 BW2072* NAD 83(1992)-  31 00 45.48827(N)    091 44 22.98483(W)     ADJUSTED  
 BW2072* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BW2072  ___________________________________________________________________
 BW2072  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BW2072  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW2072
 BW2072  HORZ ORDER  -  FIRST
 BW2072
 BW2072.The horizontal coordinates were established by classical geodetic methods
 BW2072.and adjusted by the National Geodetic Survey in January 1993..
 BW2072
 BW2072.The orthometric height was scaled from a topographic map.
 BW2072
 BW2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2072
 BW2072.The geoid height was determined by GEOID03.
 BW2072
 BW2072;                    North         East     Units Scale Factor Converg.
 BW2072;SPC LA S     -   278,594.543   961,190.571   MT  1.00008143   -0 12 11.5
 BW2072;SPC LA S     -   914,022.26  3,153,506.07   sFT  1.00008143   -0 12 11.5
 BW2072;SPC LA N     -    57,095.085 1,072,602.794   MT  1.00003849   +0 24 07.1
 BW2072;SPC LA N     -   187,319.46  3,519,031.00   sFT  1.00003849   +0 24 07.1
 BW2072;UTM  15      - 3,431,684.043   620,302.875   MT  0.99977852   +0 38 57.9
 BW2072
 BW2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2072!SPC LA S     -   1.00000206  x   1.00008143  =   1.00008349
 BW2072!SPC LA N     -   1.00000206  x   1.00003849  =   1.00004055
 BW2072!UTM  15      -   1.00000206  x   0.99977852  =   0.99978058
 BW2072
 BW2072                          SUPERSEDED SURVEY CONTROL
 BW2072
 BW2072  NAD 83(1986)-  31 00 45.50601(N)    091 44 22.98012(W) AD(       ) 1
 BW2072  NAD 27      -  31 00 44.85811(N)    091 44 22.54876(W) AD(       ) 1
 BW2072
 BW2072.Superseded values are not recommended for survey control.
 BW2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2072.See file dsdata.txt to determine how the superseded data were derived.
 BW2072
 BW2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2030331684(NAD 83)
 BW2072_MARKER: P = PIPE CAP
 BW2072_SETTING: 0 = UNSPECIFIED SETTING
 BW2072
 BW2072  HISTORY     - Date     Condition        Report By
 BW2072  HISTORY     - 1919     MONUMENTED       USE
 BW2072  HISTORY     - 1935     MARK NOT FOUND   CGS
 BW2072  HISTORY     - 1937     MARK NOT FOUND   LAGS
 BW2072
 BW2072                          STATION DESCRIPTION
 BW2072
 BW2072'DESCRIBED BY US ENGINEERS 1919 (LHZ)
 BW2072'ON TOP OF LEVEE ALMOST DIRECTLY ACROSS ATCHAFALAYA RIVER FROM
 BW2072'OLD ABANDONED SAWMILL ON NAPLES SIDE OF RIVER, NEAR PLACE
 BW2072'WHERE ROAD FOLLOWING LEVEE MAKES SHARP TURN TO S, 25 METERS (82
 BW2072'FEET) N OF CORNER OF FENCE AROUND PROPERTY OWNED BY MRS.
 BW2072'L.B. COYLE, AND ABOUT 4 TELEGRAPH POLES W OF STORE BELONGING TO
 BW2072'MRS. COYLE.
 BW2072'
 BW2072'STATION IS MARKED BY IRON PIPE 6 INCHES IN DIAMETER WITH CAP
 BW2072'STAMPED U.S.E. MARK WAS COVERED BY TOPPING APPLIED TO LEVEE IN
 BW2072'1927.
 BW2072'
 BW2072'STATION WAS NOT FOUND IN 1929 AND 1932, BUT IS PROBABLY INTACT
 BW2072'SOME DISTANCE BELOW SURFACE.
 BW2072
 BW2072                          STATION RECOVERY (1935)
 BW2072
 BW2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BW2072'STATION SITE IDENTIFIED BY DISTANCES AND AZIMUTHS RUN FROM
 BW2072'ADJACENT STATIONS AND CONSIDERABLE DIGGING WAS DONE, BUT
 BW2072'STATION WAS NOT FOUND.
 BW2072
 BW2072                          STATION RECOVERY (1937)
 BW2072
 BW2072'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BW2072'STATION WAS NOT FOUND.  LOCAL STOREKEEPER STATES THAT SEVERAL
 BW2072'PREVIOUS ATTEMPTS IN RECENT YEARS HAVE BEEN MADE TO RECOVER
 BW2072'THIS STATION, BUT IT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1045 ***********************************************************************
 BX1045  DESIGNATION -  ENGLAND CAMERA
 BX1045  PID         -  BX1045
 BX1045  STATE/COUNTY-  LA/RAPIDES
 BX1045  USGS QUAD   -  RAPIDES (1992)
 BX1045
 BX1045                         *CURRENT SURVEY CONTROL
 BX1045  ___________________________________________________________________
 BX1045* NAD 83(1986)-  31 19 17.     (N)    092 31 33.     (W)     SCALED    
 BX1045* NAVD 88     -        26.45   (+/-2cm)      86.8    (feet)  VERTCON   
 BX1045  ___________________________________________________________________
 BX1045  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX1045
 BX1045  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1045
 BX1045.This mark is at Alexandra Intl Airport (AEX)
 BX1045
 BX1045.The horizontal coordinates were scaled from a topographic map and have
 BX1045.an estimated accuracy of +/- 6 seconds.
 BX1045
 BX1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1045.The vertical order pertains to the NGVD 29 superseded value.
 BX1045
 BX1045.The geoid height was determined by GEOID03.
 BX1045
 BX1045;                    North         East    Units  Estimated Accuracy
 BX1045;SPC LA N     -    91,070.      997,540.      MT  (+/- 180 meters Scaled)
 BX1045
 BX1045                          SUPERSEDED SURVEY CONTROL
 BX1045
 BX1045  NGVD 29 (??/??/??)   26.441  (m)           86.75   (f) ADJUSTED    1 2
 BX1045
 BX1045.Superseded values are not recommended for survey control.
 BX1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1045.See file dsdata.txt to determine how the superseded data were derived.
 BX1045
 BX1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ451653(NAD 83)
 BX1045_MARKER: Z = SEE DESCRIPTION
 BX1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1045_STAMPING: ENGLAND-CAMERA 1381 G.S.S.
 BX1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1045+STABILITY: SURFACE MOTION
 BX1045
 BX1045  HISTORY     - Date     Condition        Report By
 BX1045  HISTORY     - UNK      MONUMENTED       RBNF
 BX1045  HISTORY     - 1966     GOOD             CGS
 BX1045  HISTORY     - 1971     MARK NOT FOUND   USGS
 BX1045  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1045  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1045
 BX1045                          STATION DESCRIPTION
 BX1045
 BX1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX1045'7.4 MI NW FROM ALEXANDRIA.
 BX1045'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1045'ALEXANDRIA, THENCE 5.15 MILE NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1045'RAILROAD, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 498 TO THE MAIN
 BX1045'AND NORTHEAST ENTRANCE TO ENGLAND AIR FORCE BASE, THENCE 0.25 MILE
 BX1045'SOUTHWEST ALONG THUNDERBIRD DRIVE, THENCE 0.35 MILE SOUTH ALONG
 BX1045'VANDENBURG DRIVE, ABOUT 0.1 MILE SOUTH OF THE ELEMENTARY SCHOOL AT
 BX1045'ENGLAND AIR FORCE BASE, ABOUT 130 YARDS SOUTHEAST OF THE SOUTHEAST LEG
 BX1045'OF THE WATER TOWER FOR A HOUSING AREA, 375 FEET EAST OF THE CENTER
 BX1045'LINE OF VANDENBURG DRIVE, 221 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BX1045'OF A TENNIS COURT, AT AN 11 BY 18-FOOT CONCRETE FOUNDATION, 4 1/2 FEET
 BX1045'NORTH OF THE SOUTH EDGE OF THE FOUNDATION, A BRASS PLUG SET IN THE TOP
 BX1045'OF A 16-INCH ROUND CYCLINDER SURROUNDED BY CONCRETE, AND FLUSH WITH
 BX1045'THE GROUND.
 BX1045
 BX1045                          STATION RECOVERY (1971)
 BX1045
 BX1045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BX1045'MARK NOT FOUND.
 BX1045
 BX1045                          STATION RECOVERY (1977)
 BX1045
 BX1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1045'A THOROUGH SEARCH WAS MADE, A NEW ROAD HAS SINCE BEEN PUT
 BX1045'IN, BELIEVED DESTROYED.
 BX1045
 BX1045                          STATION RECOVERY (1999)
 BX1045
 BX1045'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3081 ***********************************************************************
 BK3081  DESIGNATION -  ENGLISH BAYOU RADIO MAST
 BK3081  PID         -  BK3081
 BK3081  STATE/COUNTY-  LA/CALCASIEU
 BK3081  USGS QUAD   -  MOSS BLUFF (1994)
 BK3081
 BK3081                         *CURRENT SURVEY CONTROL
 BK3081  ___________________________________________________________________
 BK3081* NAD 83(1992)-  30 17 01.80511(N)    093 08 01.24323(W)     ADJUSTED  
 BK3081* NAVD 88     -                                                        
 BK3081  **This station is located in a subsidence area (see below).
 BK3081  ___________________________________________________________________
 BK3081  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK3081  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3081
 BK3081  HORZ ORDER  -  THIRD
 BK3081
 BK3081.The horizontal coordinates were established by classical geodetic methods
 BK3081.and adjusted by the National Geodetic Survey in January 1993..
 BK3081
 BK3081 ** The orthometric height has not been validated since last determined
 BK3081 ** by differential leveling and should not be used for control purposes.
 BK3081 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3081 ** area with valid NAVD 88 orthometric heights.
 BK3081 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3081 ** epoch indicated which incorporates improved geoid heights for the
 BK3081 ** Southern Louisiana Subsidence area.
 BK3081 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3081
 BK3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3081
 BK3081.The geoid height was determined by GEOID03.
 BK3081
 BK3081;                    North         East     Units Scale Factor Converg.
 BK3081;SPC LA S     -   199,089.247   826,805.714   MT  0.99993789   -0 54 00.7
 BK3081;SPC LA S     -   653,178.64  2,712,611.75   sFT  0.99993789   -0 54 00.7
 BK3081;UTM  15      - 3,350,244.786   487,143.843   MT  0.99960204   -0 04 02.7
 BK3081
 BK3081                          SUPERSEDED SURVEY CONTROL
 BK3081
 BK3081  NAD 83(1986)-  30 17 01.82599(N)    093 08 01.23428(W) AD(       ) 4
 BK3081  NAD 27      -  30 17 01.08630(N)    093 08 00.68279(W) AD(       ) 3
 BK3081
 BK3081.Superseded values are not recommended for survey control.
 BK3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3081.See file dsdata.txt to determine how the superseded data were derived.
 BK3081
 BK3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8714450245(NAD 83)
 BK3081_MARKER: 42 = RADIO/TV MAST
 BK3081
 BK3081  HISTORY     - Date     Condition        Report By
 BK3081  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK3081  HISTORY     - 1987     GOOD             LADTD
 BK3081  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3081  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 BK3081
 BK3081                          STATION DESCRIPTION
 BK3081
 BK3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3081'LOCATED APPROXIMATELY THREE MILES NORTHEAST OF GOOSEPORT,
 BK3081'FOUR MILES SOUTHEAST OF MOSS BLUFF, AND 4.240 MILES NORTHWEST
 BK3081'OF TRIANGULATION STATION IOWA 2 R.M. 5.  IT IS AT THE SOUTHEAST
 BK3081'END OF OLD TOWN BAY, A BRANCH OF THE CALCASIEU RIVER, ON
 BK3081'THE APPROXIMATE BOUNDARY LINE BETWEEN SECTIONS 12 AND 13.
 BK3081'T. 9 S.  R. 8 W.  IT IS A GUYED STEEL STRUCTURE, PAINTED
 BK3081'ORANGE AND WHITE.  AT TRIANGULATION STATION IOWA 2 R.M. 5,
 BK3081'USING TRIANGULATION STATION HECKER AS THE INITIAL, THE MAST
 BK3081'IS S 46 DEG 54 MIN E.  THE STATION WAS NOT
 BK3081'VISITED AT THIS TIME
 BK3081
 BK3081                          STATION RECOVERY (1987)
 BK3081
 BK3081'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BK3081'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK3081
 BK3081                          STATION RECOVERY (2002)
 BK3081
 BK3081'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMG)
 BK3081'MARK NOT FOUND.
 BK3081
 BK3081                          STATION RECOVERY (2005)
 BK3081
 BK3081'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BK3081'THE FIELD WHERE THE RADIO MAST WAS LOCATED WAS CLEAR CUT APPROX
 BK3081'2002-2003,   A RADIO MAST IS NOT VISIBLE IN THE FIELD NEAR THE
 BK3081'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3307 ***********************************************************************
 AB3307  DESIGNATION -  ENGLISH TURN
 AB3307  PID         -  AB3307
 AB3307  STATE/COUNTY-  LA/PLAQUEMINES
 AB3307  USGS QUAD   -  CHALMETTE (1994)
 AB3307
 AB3307                         *CURRENT SURVEY CONTROL
 AB3307  ___________________________________________________________________
 AB3307* NAD 83(1992)-  29 52 44.34547(N)    089 56 30.92380(W)     ADJUSTED  
 AB3307* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AB3307  **This station is located in a subsidence area (see below).
 AB3307  ___________________________________________________________________
 AB3307  X           -       5,610.371 (meters)                     COMP
 AB3307  Y           -  -5,534,928.228 (meters)                     COMP
 AB3307  Z           -   3,158,737.327 (meters)                     COMP
 AB3307  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AB3307  ELLIP HEIGHT-         -23.81  (meters)          (02/12/02) GPS OBS
 AB3307  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AB3307  DYNAMIC HT  -           2.1   (meters)       7.    (feet)  COMP
 AB3307  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 AB3307
 AB3307  HORZ ORDER  -  A
 AB3307  VERT ORDER  -  FIRST     CLASS II (See Below)
 AB3307  ELLP ORDER  -  FOURTH    CLASS II
 AB3307
 AB3307.This is a reference station for the ENGLISH TURN 1
 AB3307.National Continuously Operating Reference Station (ENG1).
 AB3307
 AB3307.The horizontal coordinates were established by GPS observations
 AB3307.and adjusted by the National Geodetic Survey in May 1996..
 AB3307
 AB3307 ** The orthometric height has not been validated since last determined
 AB3307 ** by differential leveling and should not be used for control purposes.
 AB3307 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AB3307 ** area with valid NAVD 88 orthometric heights.
 AB3307 ** The geoid height was determined by a new realization of GEOID03 for the
 AB3307 ** epoch indicated which incorporates improved geoid heights for the
 AB3307 ** Southern Louisiana Subsidence area.
 AB3307 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AB3307.The orthometric height was scaled from a topographic map.
 AB3307.WARNING-GPS observations at this control monument resulted in a GPS
 AB3307.derived orthometric height which differed from the leveled height by
 AB3307.more than one decimeter (0.1 meter).
 AB3307.The vertical order pertains to the first NAVD 88 superseded value.
 AB3307
 AB3307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3307
 AB3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3307
 AB3307.The ellipsoidal height was determined by GPS observations
 AB3307.and is referenced to NAD 83.
 AB3307
 AB3307.The geoid height was determined by GEOID03.
 AB3307
 AB3307.The dynamic height is computed by dividing the NAVD 88
 AB3307.geopotential number by the normal gravity value computed on the
 AB3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3307.degrees latitude (g = 980.6199 gals.).
 AB3307
 AB3307.The modeled gravity was interpolated from observed gravity values.
 AB3307
 AB3307;                    North         East     Units Scale Factor Converg.
 AB3307;SPC LA S     -   153,668.703 1,134,401.587   MT  0.99992799   +0 41 44.6
 AB3307;SPC LA S     -   504,161.40  3,721,782.54   sFT  0.99992799   +0 41 44.6
 AB3307;UTM  16      - 3,309,012.179   215,851.341   MT  1.00059630   -1 27 59.6
 AB3307;UTM  15      - 3,309,305.221   795,372.759   MT  1.00067658   +1 31 28.4
 AB3307
 AB3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3307!SPC LA S     -   1.00000374  x   0.99992799  =   0.99993173
 AB3307!UTM  16      -   1.00000374  x   1.00059630  =   1.00060004
 AB3307!UTM  15      -   1.00000374  x   1.00067658  =   1.00068032
 AB3307
 AB3307                          SUPERSEDED SURVEY CONTROL
 AB3307
 AB3307  ELLIP H (05/17/96)  -23.70   (m)                       GP(       ) 1 2
 AB3307  NAVD 88 (08/30/96)    2.15   (m)            7.1    (f) LEVELING    3  
 AB3307
 AB3307.Superseded values are not recommended for survey control.
 AB3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3307.See file dsdata.txt to determine how the superseded data were derived.
 AB3307
 AB3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1585109012(NAD 83)
 AB3307_MARKER: I = METAL ROD
 AB3307_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3307_STAMPING: ENGLISH TURN 1994
 AB3307_MARK LOGO: NGS   
 AB3307_PROJECTION: RECESSED 3 CENTIMETERS
 AB3307_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3307+STABILITY: POSITION/ELEVATION WELL
 AB3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3307+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1996
 AB3307_ROD/PIPE-DEPTH: 34.2 meters
 AB3307_SLEEVE-DEPTH  : .91 meters
 AB3307
 AB3307  HISTORY     - Date     Condition        Report By
 AB3307  HISTORY     - 1994     MONUMENTED       LADTD
 AB3307  HISTORY     - 19960205 GOOD             NGS
 AB3307
 AB3307                          STATION DESCRIPTION
 AB3307
 AB3307'DESCRIBED BY LA TRANSP AND DEV 1994 (SLC)
 AB3307'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST-SOUTHEAST OF
 AB3307'DOWNTOWN NEW ORLEANS AND 8.0 KM (4.95 MI) NORTH OF BELLE CHASSE AT THE
 AB3307'UNITED STATES COAST GUARD COMMUNICATION STATION, NEW ORLEANS, SET IN
 AB3307'AN ANTENNA FARM. OWNERSHIP--U. S. COAST GUARD, FOR ENTRANCE INTO THE
 AB3307'STATION CONTACT CWO GEORGE SANDERS, USGS SUPPORT CENTER, NEW ORLEANS,
 AB3307'4640 URQUHART STREET, NEW ORLEANS, LOUISIANA 70117, PHONE
 AB3307'504-942-3056.$TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB3307'406 AND 407 ON THE SOUTH SIDE OF THE INTERCOSTAL WATERWAY, GO WEST FOR
 AB3307'0.8 KM (0.50 MI) ON HIGHWAY 406 TO THE JUNCTION WITH F. EDWARD HEBERT
 AB3307'BLVD, TURN LEFT AND GO SOUTHEAST FOR 2.3 KM (1.40 MI) ON F. EDWARD
 AB3307'HEBERT BLVD TO THE MISSISSIPPI RIVER LEVEE AND A T-ROAD, TURN LEFT AND
 AB3307'GO EASTERLY PASSING THROUGH A GATE INTO THE TULANE UNIVERISTY F.
 AB3307'EDWARD HEBERT RESEARCH CENTER FOR 3.5 KM (2.15 MI) ON A PAVED ROAD TO
 AB3307'A STOP SIGN, CONTINUE STRAIGHT AHEAD AND EASTERLY FOR 0.7 KM (0.45 MI)
 AB3307'ON THE PAVED ROAD TO THE GATES INTO THE U. S. COAST GUARD
 AB3307'COMMUNICATION STATION, CONTIUNE STRAIGHT AHEAD AND EASTERLY THROUGH
 AB3307'THE GATES FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO A CROSSROADS,
 AB3307'CONTIUNE STRAIGHT AHEAD FOR 0.7 KM (0.45 MI) ON THE PAVED ROAD TO THE
 AB3307'STATION SET ON THE RIGHT AT A GRAVEL DRIVE LEADING INTO THE DGPS
 AB3307'TRANSMITTING TOWER.$THE STATION IS 29.5 M (96.8 FT) SOUTHWEST FROM THE
 AB3307'CENTER OF THE PAVED ROAD, 17.9 M (58.7 FT) EAST-NORTHEAST FROM STATION
 AB3307'ROWL 1993, 3.2 M (10.5 FT) NORTHWEST FROM THE CENTER OF THE GRAVEL
 AB3307'DRIVE, 0.6 M (2.0 FT) NORTWEST FROM A FIBERGLASS WITNESS POST, ACCESS
 AB3307'IS HAD BY AN 12.7 CM LOGO CAP ABOUT LEVEL WITH THE ROAD.
 AB3307
 AB3307                          STATION RECOVERY (1996)
 AB3307
 AB3307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 AB3307'THE STATION WAS RECOVERED AS DESCRIBED.  THE POINT OF CONTACT IS CWO
 AB3307'RON BRAHM, 504-393-6145, OR ETC FORTE, 504-393-6130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9544 ***********************************************************************
 AF9544  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9544  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9544  DESIGNATION -  ENGLISH TURN 1 CORS ARP
 AF9544  CORS_ID     -  ENG1
 AF9544  PID         -  AF9544
 AF9544  STATE/COUNTY-  LA/PLAQUEMINES
 AF9544  USGS QUAD   -  CHALMETTE (1994)
 AF9544
 AF9544                         *CURRENT SURVEY CONTROL
 AF9544  ___________________________________________________________________
 AF9544* NAD 83(CORS)-  29 52 44.24585(N)    089 56 30.19768(W)     ADJUSTED  
 AF9544* NAVD 88     -         8.78 **(meters)      28.8  **(feet)  GPS OBS   
 AF9544  **This station is located in a subsidence area (see below).
 AF9544  ___________________________________________________________________
 AF9544  EPOCH DATE  -        2002.00
 AF9544  X           -       5,629.864 (meters)                     COMP
 AF9544  Y           -  -5,534,935.493 (meters)                     COMP
 AF9544  Z           -   3,158,737.975 (meters)                     COMP
 AF9544  ELLIP HEIGHT-         -17.17  (meters)          (03/??/02) GPS OBS
 AF9544  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AF9544
 AF9544  HORZ ORDER  -  SPECIAL (CORS)
 AF9544  ELLP ORDER  -  SPECIAL (CORS)
 AF9544
 AF9544.ITRF positions are available for this station.
 AF9544.The coordinates were established by GPS observations
 AF9544.and adjusted by the National Geodetic Survey in March 2002..
 AF9544.The coordinates are valid at the epoch date displayed above.
 AF9544.The epoch date for horizontal control is a decimal equivalence
 AF9544.of Year/Month/Day.
 AF9544
 AF9544 ** The orthometric height has not been validated since last determined
 AF9544 ** by differential leveling and should not be used for control purposes.
 AF9544 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AF9544 ** area with valid NAVD 88 orthometric heights.
 AF9544 ** The geoid height was determined by a new realization of GEOID03 for the
 AF9544 ** epoch indicated which incorporates improved geoid heights for the
 AF9544 ** Southern Louisiana Subsidence area.
 AF9544 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AF9544.The orthometric height was determined by GPS observations and a
 AF9544.high-resolution geoid model using precise GPS observation and
 AF9544.processing techniques.
 AF9544
 AF9544.The PID for the CORS L1 Phase Center is AJ7883.
 AF9544
 AF9544.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9544
 AF9544.The ellipsoidal height was determined by GPS observations
 AF9544.and is referenced to NAD 83.
 AF9544
 AF9544.The geoid height was determined by GEOID03.
 AF9544
 AF9544;                    North         East     Units Scale Factor Converg.
 AF9544;SPC LA S     -   153,665.873 1,134,421.106   MT  0.99992799   +0 41 45.0
 AF9544;SPC LA S     -   504,152.12  3,721,846.58   sFT  0.99992799   +0 41 45.0
 AF9544
 AF9544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9544!SPC LA S     -   1.00000270  x   0.99992799  =   0.99993069
 AF9544
 AF9544                          SUPERSEDED SURVEY CONTROL
 AF9544
 AF9544  NAD 83(CORS)-  29 52 44.24594(N)    089 56 30.19744(W) AD(1997.00) c
 AF9544  NAD 83(CORS)-  29 52 44.24594(N)    089 56 30.19744(W) AD(1996.00) c
 AF9544  ELLIP H (04/??/96)  -17.18   (m)                       GP(1997.00) c c
 AF9544  ELLIP H (04/??/96)  -17.18   (m)                       GP(1996.00) c c
 AF9544
 AF9544.Superseded values are not recommended for survey control.
 AF9544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9544.See file dsdata.txt to determine how the superseded data were derived.
 AF9544
 AF9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1587109009(NAD 83)
 AF9544_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9544
 AF9544                          STATION DESCRIPTION
 AF9544
 AF9544'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9544'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9544'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9544'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9544'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9544'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7883 ***********************************************************************
 AJ7883  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7883  DESIGNATION -  ENGLISH TURN 1 CORS L1 PHASE CENTER
 AJ7883  CORS_ID     -  ENG1
 AJ7883  PID         -  AJ7883
 AJ7883  STATE/COUNTY-  LA/PLAQUEMINES
 AJ7883  USGS QUAD   -  CHALMETTE (1994)
 AJ7883
 AJ7883                         *CURRENT SURVEY CONTROL
 AJ7883  ___________________________________________________________________
 AJ7883* NAD 83(CORS)-  29 52 44.24581(N)    089 56 30.19771(W)     ADJUSTED  
 AJ7883* NAVD 88     -                                                        
 AJ7883  **This station is located in a subsidence area (see below).
 AJ7883  ___________________________________________________________________
 AJ7883  EPOCH DATE  -        2002.00
 AJ7883  X           -       5,629.863 (meters)                     COMP
 AJ7883  Y           -  -5,534,935.572 (meters)                     COMP
 AJ7883  Z           -   3,158,738.019 (meters)                     COMP
 AJ7883  ELLIP HEIGHT-         -17.08  (meters)          (03/??/02) GPS OBS
 AJ7883  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ7883
 AJ7883  HORZ ORDER  -  SPECIAL (CORS)
 AJ7883  ELLP ORDER  -  SPECIAL (CORS)
 AJ7883
 AJ7883.ITRF positions are available for this station.
 AJ7883.The coordinates were established by GPS observations
 AJ7883.and adjusted by the National Geodetic Survey in March 2002..
 AJ7883.The coordinates are valid at the epoch date displayed above.
 AJ7883.The epoch date for horizontal control is a decimal equivalence
 AJ7883.of Year/Month/Day.
 AJ7883
 AJ7883 ** The orthometric height has not been validated since last determined
 AJ7883 ** by differential leveling and should not be used for control purposes.
 AJ7883 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AJ7883 ** area with valid NAVD 88 orthometric heights.
 AJ7883 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ7883 ** epoch indicated which incorporates improved geoid heights for the
 AJ7883 ** Southern Louisiana Subsidence area.
 AJ7883 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ7883
 AJ7883.The PID for the CORS ARP is AF9544.
 AJ7883
 AJ7883.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7883
 AJ7883.The ellipsoidal height was determined by GPS observations
 AJ7883.and is referenced to NAD 83.
 AJ7883
 AJ7883.The geoid height was determined by GEOID03.
 AJ7883
 AJ7883;                    North         East     Units Scale Factor Converg.
 AJ7883;SPC LA S     -   153,665.871 1,134,421.105   MT  0.99992799   +0 41 45.0
 AJ7883;SPC LA S     -   504,152.11  3,721,846.58   sFT  0.99992799   +0 41 45.0
 AJ7883
 AJ7883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7883!SPC LA S     -   1.00000268  x   0.99992799  =   0.99993067
 AJ7883
 AJ7883                          SUPERSEDED SURVEY CONTROL
 AJ7883
 AJ7883  NAD 83(CORS)-  29 52 44.24590(N)    089 56 30.19747(W) AD(1996.00) c
 AJ7883  NAD 83(CORS)-  29 52 44.24590(N)    089 56 30.19747(W) AD(1997.00) c
 AJ7883  ELLIP H (04/??/96)  -17.09   (m)                       GP(1997.00) c c
 AJ7883  ELLIP H (04/??/96)  -17.09   (m)                       GP(1996.00) c c
 AJ7883
 AJ7883.Superseded values are not recommended for survey control.
 AJ7883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7883.See file dsdata.txt to determine how the superseded data were derived.
 AJ7883
 AJ7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1587109009(NAD 83)
 AJ7883_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7883
 AJ7883                          STATION DESCRIPTION
 AJ7883
 AJ7883'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7883'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7883'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7883'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7883'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7883'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9593 ***********************************************************************
 AF9593  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AF9593  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9593  DESIGNATION -  ENGLISH TURN 2 CORS ARP
 AF9593  CORS_ID     -  ENG2
 AF9593  PID         -  AF9593
 AF9593  STATE/COUNTY-  LA/PLAQUEMINES
 AF9593  USGS QUAD   -  CHALMETTE (1994)
 AF9593
 AF9593                         *CURRENT SURVEY CONTROL
 AF9593  ___________________________________________________________________
 AF9593* NAD 83(CORS)-  29 52 45.04451(N)    089 56 31.48474(W)     ADJUSTED  
 AF9593* NAVD 88     -         8.63 **(meters)      28.3  **(feet)  GPS OBS(2004.65)
 AF9593  **This station is located in a subsidence area (see below).
 AF9593  ___________________________________________________________________
 AF9593  EPOCH DATE  -        2002.00
 AF9593  X           -       5,595.314 (meters)                     COMP
 AF9593  Y           -  -5,534,923.260 (meters)                     COMP
 AF9593  Z           -   3,158,759.288 (meters)                     COMP
 AF9593  ELLIP HEIGHT-         -17.19  (meters)          (10/??/05) GPS OBS
 AF9593  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AF9593
 AF9593  HORZ ORDER  -  SPECIAL (CORS)
 AF9593  ELLP ORDER  -  SPECIAL (CORS)
 AF9593
 AF9593.ITRF positions are available for this station.
 AF9593.The coordinates were established by GPS observations
 AF9593.and adjusted by the National Geodetic Survey in October 2005..
 AF9593.The coordinates are valid at the epoch date displayed above.
 AF9593.The epoch date for horizontal control is a decimal equivalence
 AF9593.of Year/Month/Day.
 AF9593
 AF9593 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AF9593 ** and geoid heights are valid at the date of observation. These heights
 AF9593 ** must always be validated when used as control.
 AF9593 ** The orthometric height was determined by GPS observations using
 AF9593 ** precise GPS observation and processing techniques and a new
 AF9593 ** realization of GEOID03. It supersedes the leveled height previously
 AF9593 ** determined for this station.
 AF9593 ** The geoid height was determined by a new realization of GEOID03 for the
 AF9593 ** epoch indicated which incorporates improved geoid heights for the
 AF9593 ** Southern Louisiana Subsidence area.
 AF9593 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AF9593.The orthometric height was determined by GPS observations and a
 AF9593.high-resolution geoid model using precise GPS observation and
 AF9593.processing techniques.
 AF9593
 AF9593.The PID for the CORS L1 Phase Center is CQ5984.
 AF9593
 AF9593.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9593
 AF9593.The ellipsoidal height was determined by GPS observations
 AF9593.and is referenced to NAD 83.
 AF9593
 AF9593.The geoid height was determined by GEOID03.
 AF9593
 AF9593;                    North         East     Units Scale Factor Converg.
 AF9593;SPC LA S     -   153,690.042 1,134,386.275   MT  0.99992799   +0 41 44.3
 AF9593;SPC LA S     -   504,231.41  3,721,732.30   sFT  0.99992799   +0 41 44.3
 AF9593
 AF9593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9593!SPC LA S     -   1.00000270  x   0.99992799  =   0.99993069
 AF9593
 AF9593                          SUPERSEDED SURVEY CONTROL
 AF9593
 AF9593  NAD 83(CORS)-  29 52 45.04458(N)    089 56 31.48453(W) AD(2002.00) c
 AF9593  NAD 83(CORS)-  29 52 45.04424(N)    089 56 31.48517(W) AD(2002.00) c
 AF9593  ELLIP H (03/??/02)  -17.17   (m)                       GP(2002.00) c c
 AF9593  NAD 83(CORS)-  29 52 45.04427(N)    089 56 31.48457(W) AD(1997.00) c
 AF9593  NAD 83(CORS)-  29 52 45.04427(N)    089 56 31.48457(W) AD(1996.00) c
 AF9593  ELLIP H (08/??/96)  -17.17   (m)                       GP(1997.00) c c
 AF9593  ELLIP H (08/??/96)  -17.17   (m)                       GP(1996.00) c c
 AF9593
 AF9593.Superseded values are not recommended for survey control.
 AF9593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9593.See file dsdata.txt to determine how the superseded data were derived.
 AF9593
 AF9593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1583709034(NAD 83)
 AF9593_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9593
 AF9593                          STATION DESCRIPTION
 AF9593
 AF9593'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 AF9593'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9593'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9593'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9593'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9593'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ5984 ***********************************************************************
 CQ5984  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ5984  DESIGNATION -  ENGLISH TURN 2 CORS L1 PHASE CENTER
 CQ5984  CORS_ID     -  ENG2
 CQ5984  PID         -  CQ5984
 CQ5984  STATE/COUNTY-  LA/PLAQUEMINES
 CQ5984  USGS QUAD   -  CHALMETTE (1994)
 CQ5984
 CQ5984                         *CURRENT SURVEY CONTROL
 CQ5984  ___________________________________________________________________
 CQ5984* NAD 83(CORS)-  29 52 45.04447(N)    089 56 31.48477(W)     ADJUSTED  
 CQ5984* NAVD 88     -                                                        
 CQ5984  **This station is located in a subsidence area (see below).
 CQ5984  ___________________________________________________________________
 CQ5984  EPOCH DATE  -        2002.00
 CQ5984  X           -       5,595.313 (meters)                     COMP
 CQ5984  Y           -  -5,534,923.339 (meters)                     COMP
 CQ5984  Z           -   3,158,759.332 (meters)                     COMP
 CQ5984  ELLIP HEIGHT-         -17.10  (meters)          (10/??/05) GPS OBS
 CQ5984  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ5984
 CQ5984  HORZ ORDER  -  SPECIAL (CORS)
 CQ5984  ELLP ORDER  -  SPECIAL (CORS)
 CQ5984
 CQ5984.ITRF positions are available for this station.
 CQ5984.The coordinates were established by GPS observations
 CQ5984.and adjusted by the National Geodetic Survey in October 2005..
 CQ5984.The coordinates are valid at the epoch date displayed above.
 CQ5984.The epoch date for horizontal control is a decimal equivalence
 CQ5984.of Year/Month/Day.
 CQ5984
 CQ5984 ** The orthometric height has not been validated since last determined
 CQ5984 ** by differential leveling and should not be used for control purposes.
 CQ5984 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 CQ5984 ** area with valid NAVD 88 orthometric heights.
 CQ5984 ** The geoid height was determined by a new realization of GEOID03 for the
 CQ5984 ** epoch indicated which incorporates improved geoid heights for the
 CQ5984 ** Southern Louisiana Subsidence area.
 CQ5984 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 CQ5984
 CQ5984.The PID for the CORS ARP is AF9593.
 CQ5984
 CQ5984.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ5984
 CQ5984.The ellipsoidal height was determined by GPS observations
 CQ5984.and is referenced to NAD 83.
 CQ5984
 CQ5984.The geoid height was determined by GEOID03.
 CQ5984
 CQ5984;                    North         East     Units Scale Factor Converg.
 CQ5984;SPC LA S     -   153,690.041 1,134,386.275   MT  0.99992799   +0 41 44.3
 CQ5984;SPC LA S     -   504,231.41  3,721,732.30   sFT  0.99992799   +0 41 44.3
 CQ5984
 CQ5984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ5984!SPC LA S     -   1.00000269  x   0.99992799  =   0.99993068
 CQ5984
 CQ5984                          SUPERSEDED SURVEY CONTROL
 CQ5984
 CQ5984  NAD 83(CORS)-  29 52 45.04454(N)    089 56 31.48456(W) AD(2002.00) c
 CQ5984  NAD 83(CORS)-  29 52 45.04420(N)    089 56 31.48520(W) AD(2002.00) c
 CQ5984  ELLIP H (03/??/02)  -17.08   (m)                       GP(2002.00) c c
 CQ5984  NAD 83(CORS)-  29 52 45.04423(N)    089 56 31.48460(W) AD(1997.00) c
 CQ5984  NAD 83(CORS)-  29 52 45.04423(N)    089 56 31.48460(W) AD(1996.00) c
 CQ5984  ELLIP H (08/??/96)  -17.08   (m)                       GP(1997.00) c c
 CQ5984  ELLIP H (08/??/96)  -17.08   (m)                       GP(1996.00) c c
 CQ5984
 CQ5984.Superseded values are not recommended for survey control.
 CQ5984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ5984.See file dsdata.txt to determine how the superseded data were derived.
 CQ5984
 CQ5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1583709034(NAD 83)
 CQ5984_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ5984
 CQ5984                          STATION DESCRIPTION
 CQ5984
 CQ5984'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ5984'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ5984'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ5984'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ5984'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ5984'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2639 ***********************************************************************
 BH2639  DESIGNATION -  ENID
 BH2639  PID         -  BH2639
 BH2639  STATE/COUNTY-  LA/ST BERNARD
 BH2639  USGS QUAD   -  ISLE AU PITRE (1994)
 BH2639
 BH2639                         *CURRENT SURVEY CONTROL
 BH2639  ___________________________________________________________________
 BH2639* NAD 83(1992)-  30 09 37.54279(N)    089 11 36.40580(W)     ADJUSTED  
 BH2639* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 BH2639  ___________________________________________________________________
 BH2639  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BH2639  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BH2639
 BH2639  HORZ ORDER  -  THIRD
 BH2639
 BH2639.The horizontal coordinates were established by classical geodetic methods
 BH2639.and adjusted by the National Geodetic Survey in May 1994..
 BH2639
 BH2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2639
 BH2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2639
 BH2639.The geoid height was determined by GEOID03.
 BH2639
 BH2639;                    North         East     Units Scale Factor Converg.
 BH2639;SPC LA S     -   185,973.790 1,206,110.366   MT  0.99992961   +1 04 11.9
 BH2639;SPC LA S     -   610,149.01  3,957,047.09   sFT  0.99992961   +1 04 11.9
 BH2639;SPC MS E     -    73,259.345   265,311.707   MT  0.99996484   -0 10 51.4
 BH2639;SPC MS E     -   240,351.70    870,443.49   sFT  0.99996484   -0 10 51.4
 BH2639;UTM  16      - 3,338,594.469   288,762.569   MT  1.00015053   -1 06 08.8
 BH2639
 BH2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2639!SPC LA S     -   1.00000415  x   0.99992961  =   0.99993376
 BH2639!SPC MS E     -   1.00000415  x   0.99996484  =   0.99996899
 BH2639!UTM  16      -   1.00000415  x   1.00015053  =   1.00015468
 BH2639
 BH2639|---------------------------------------------------------------------|
 BH2639| PID    Reference Object                     Distance      Geod. Az  |
 BH2639|                                                           dddmmss.s |
 BH2639| DD7906 ENID RM 1                             9.781 METERS 02416     |
 BH2639| DD7905 ENID AZ MK                                         2233826.6 |
 BH2639| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 5.8 KM 2262810.1 |
 BH2639| DD7907 ENID RM 2                            10.698 METERS 26809     |
 BH2639|---------------------------------------------------------------------|
 BH2639
 BH2639                          SUPERSEDED SURVEY CONTROL
 BH2639
 BH2639  NAD 83(1992)-  30 09 37.55609(N)    089 11 36.39690(W) AD(       ) 3
 BH2639  NAD 83(1986)-  30 09 37.55619(N)    089 11 36.39692(W) AD(       ) 3
 BH2639  NAD 27      -  30 09 36.83443(N)    089 11 36.25597(W) AD(       ) 3
 BH2639  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 BH2639
 BH2639.Superseded values are not recommended for survey control.
 BH2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2639.See file dsdata.txt to determine how the superseded data were derived.
 BH2639
 BH2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8876338594(NAD 83)
 BH2639_MARKER: DS = TRIANGULATION STATION DISK
 BH2639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2639+WITH SETTING: INFORMATION.
 BH2639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2639
 BH2639  HISTORY     - Date     Condition        Report By
 BH2639  HISTORY     - 1966     MONUMENTED       CGS
 BH2639  HISTORY     - 1969     GOOD             CGS
 BH2639  HISTORY     - 1969     GOOD             CGS
 BH2639  HISTORY     - 1971     GOOD             NGS
 BH2639
 BH2639                          STATION DESCRIPTION
 BH2639
 BH2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2639'THE STATION IS LOCATED ABOUT 16 MILES SOUTH-SOUTHWEST OF GULF PORT
 BH2639'MISSISSIPPI, 6 MILES SOUTH-SOUTHWEST OF CAT ISLAND, AT THE NORTH END
 BH2639'OF ISLE AU PETRE IN MISSISSIPI SOUND.
 BH2639'
 BH2639'THE STATION IS A STANDARD DISK STAMPED ENID 1966, CRIMPED TO THE TOP
 BH2639'OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG. IT IS ENCASED IN
 BH2639'A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 28 INCHES. IT IS ABOUT 300
 BH2639'YARDS SOUTH OF THE NORTHERN TIP OF THE ISLAND, 83 PACES EAST OF
 BH2639'THE WEST SHORELINE, AND 6 FEET SOUTHWEST OF A METAL WITNESS POST.
 BH2639'
 BH2639'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ENID NO 1 1966,
 BH2639'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2639'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 28
 BH2639'INCHES.  IT IS 27 FEET NORTHEAST OF THE METAL WITNESS POST.
 BH2639'
 BH2639'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ENID NO 2 1966,
 BH2639'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2639'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 28
 BH2639'INCHES.  IT IS 70 YARDS EAST OF THE WEST SHORELINE, AND 41 FEET
 BH2639'WEST OF THE METAL WITNESS POST.
 BH2639'
 BH2639'THE AZIMUTH MARK IS LOCATED ALONG THE WEST SHORELINE. THE DISK IS
 BH2639'STAMPED ENID 1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD
 BH2639'GROUND ROD 32 FEET LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 BH2639'WHICH PROJECTS 30 INCHES. IT IS 26 YARDS EAST OF THE WEST
 BH2639'SHORELINE, AND 2 FEET NORTH OF A METAL WITNESS POST.
 BH2639'
 BH2639'NOTE--THIS STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 BH2639
 BH2639                          STATION RECOVERY (1969)
 BH2639
 BH2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2639'STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 BH2639'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE 1966
 BH2639'DESCRIPTION BY R.C. HATFIELD IS CONSIDERED ADEQUATE FOR FUTURE
 BH2639'RECOVERY.
 BH2639'
 BH2639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2639'16 MILES SSW OF GULFPORT, MISSISSIPPI.
 BH2639
 BH2639                          STATION RECOVERY (1969)
 BH2639
 BH2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2639'STATION RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION AFTER
 BH2639'HURRICANE CAMILLE.  WITNESS POST REMAINS NEARBY IN GOOD CONDITION.
 BH2639
 BH2639                          STATION RECOVERY (1971)
 BH2639
 BH2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2639'STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN GOOD
 BH2639'CONDITION.  DESCRIPTION BY R.C. HATFIELD IN 1966 IS ADEQUATE FOR
 BH2639'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4155 ***********************************************************************
 BJ4155  DESIGNATION -  ENON
 BJ4155  PID         -  BJ4155
 BJ4155  STATE/COUNTY-  LA/WASHINGTON
 BJ4155  USGS QUAD   -  ENON (1983)
 BJ4155
 BJ4155                         *CURRENT SURVEY CONTROL
 BJ4155  ___________________________________________________________________
 BJ4155* NAD 83(1992)-  30 42 22.03044(N)    090 06 54.71913(W)     ADJUSTED  
 BJ4155* NAVD 88     -        65.2    (meters)     214.     (feet)  VERTCON   
 BJ4155  ___________________________________________________________________
 BJ4155  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 BJ4155  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ4155
 BJ4155  HORZ ORDER  -  FIRST
 BJ4155
 BJ4155.The horizontal coordinates were established by classical geodetic methods
 BJ4155.and adjusted by the National Geodetic Survey in January 1993..
 BJ4155
 BJ4155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4155
 BJ4155.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4155
 BJ4155.The geoid height was determined by GEOID03.
 BJ4155
 BJ4155;                    North         East     Units Scale Factor Converg.
 BJ4155;SPC LA S     -   245,162.111 1,116,690.146   MT  1.00000131   +0 36 32.7
 BJ4155;SPC LA S     -   804,336.03  3,663,674.25   sFT  1.00000131   +0 36 32.7
 BJ4155;UTM  15      - 3,400,587.040   776,297.736   MT  1.00054184   +1 28 26.4
 BJ4155
 BJ4155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4155!SPC LA S     -   0.99999407  x   1.00000131  =   0.99999538
 BJ4155!UTM  15      -   0.99999407  x   1.00054184  =   1.00053591
 BJ4155
 BJ4155:                Primary Azimuth Mark                     Grid Az
 BJ4155:SPC LA S     -  SPRINGHILL FLA GAS RAD MAST              030 25 23.1
 BJ4155:UTM  15      -  SPRINGHILL FLA GAS RAD MAST              029 33 29.4
 BJ4155
 BJ4155|---------------------------------------------------------------------|
 BJ4155| PID    Reference Object                     Distance      Geod. Az  |
 BJ4155|                                                           dddmmss.s |
 BJ4155| BJ4142 SPRINGHILL FLA GAS RAD MAST         APPROX.10.2 KM 0310155.8 |
 BJ4155| BH2960 BOGALUSA CABLE TV MAST              APPROX.19.4 KM 0771833.8 |
 BJ4155| CW1338 ENON RM 1                            28.348 METERS 17347     |
 BJ4155| CW1337 ENON AZ MK                                         2081826.9 |
 BJ4155| BJ4156 ENON LOT                             24.727 METERS 25235     |
 BJ4155| CW1339 ENON RM 2                            27.888 METERS 29057     |
 BJ4155|---------------------------------------------------------------------|
 BJ4155
 BJ4155                          SUPERSEDED SURVEY CONTROL
 BJ4155
 BJ4155  NAD 83(1986)-  30 42 22.04316(N)    090 06 54.71651(W) AD(       ) 1
 BJ4155  NAD 27      -  30 42 21.36770(N)    090 06 54.42346(W) AD(       ) 1
 BJ4155  NGVD 29 (07/19/86)   65.3    (m)          214.     (f) VERT ANG       
 BJ4155
 BJ4155.Superseded values are not recommended for survey control.
 BJ4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4155.See file dsdata.txt to determine how the superseded data were derived.
 BJ4155
 BJ4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7629800587(NAD 83)
 BJ4155_MARKER: DS = TRIANGULATION STATION DISK
 BJ4155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4155_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4155
 BJ4155  HISTORY     - Date     Condition        Report By
 BJ4155  HISTORY     - 1970     MONUMENTED       NGS
 BJ4155
 BJ4155                          STATION DESCRIPTION
 BJ4155
 BJ4155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4155'THE STATION IS LOCATED AT THE SITE OF THE ENON LOOKOUT TOWER, 2 MILES
 BJ4155'EAST AND 10 MILES SOUTH OF FRANKLINTON AND 7 MILES NORTHEAST OF
 BJ4155'FOLSOM, ON PROPERTY OF THE LOUISIANA STATE FORESTERY COMMISION.
 BJ4155'
 BJ4155'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 40,
 BJ4155'0.1 MILE NORTH OF THE POST OFFICE IN FOLSOM, GO EASTERLY ON HIGHWAY
 BJ4155'40 FOR 4.75 MILES TO THE JUNCTION WITH STATE HIGHWAY 437.  TURN
 BJ4155'LEFT AND GO NORTHERLY ON HIGHWAY 437 FOR 5.55 MILES TO THE END OF
 BJ4155'THE SURFACED ROAD AND THE WASHINGTON PARISH-ST TAMMANY PARISH
 BJ4155'LINE.  CONTINUE NORTHERLY ON HIGHWAY 437, GRAVELED, FOR 0.8
 BJ4155'MILE TO THE AZIMUTH MARK ON THE LEFT, ABOUT 0.05 MILE NORTH OF
 BJ4155'STAGGERED CROSSROADS.  CONTINUE NORTHEASTERLY ON HIGHWAY
 BJ4155'437 FOR 0.55 MILE TO A DRIVEWAY AND STATION ON THE LEFT.
 BJ4155'
 BJ4155'THE STATION MARK IS A STANDARD DISK STAMPED ENON 1970, SET IN THE TOP
 BJ4155'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4155'SURFACE OF THE GROUND.  IT IS 171.5 FEET NORTHWEST OF THE CENTER OF
 BJ4155'HIGHWAY 437 AND 68.5 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 BJ4155'LOOKOUT TOWER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BJ4155'OF CONCRETE 40-INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4155'
 BJ4155'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ENON NO 1 1970, SET IN
 BJ4155'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4155'THE SURFACE OF THE GROUND.  IT IS 96 FEET SOUTHEAST OF THE SOUTHEAST
 BJ4155'LEG OF THE LOOKOUT TOWER, 82 FEET NORTH OF THE CENTER OF HIGHWAY
 BJ4155'437 AND 49 FEET EAST-NORTHEAST OF THE CENTER OF THE DRIVEWAY.
 BJ4155'
 BJ4155'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ENON NO 2 1970, SET IN
 BJ4155'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4155'THE SURFACE OF THE GROUND.  IT IS 49.5 FEET NORTH-NORTHWEST OF THE
 BJ4155'NORTHEAST LEG OF THE LOOKOUT TOWER AND ON THE NORTH SLOPE OF
 BJ4155'THE HILL.
 BJ4155'
 BJ4155'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ENON 1970, SET IN THE TOP
 BJ4155'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 BJ4155'ABOVE THE SURFACE OF THE GROUND.  IT IS 41 FEET WEST OF THE CENTER
 BJ4155'OF HIGHWAY 437, 7 FEET SOUTH OF A POWER POLE AND 2 FEET NORTHEAST OF
 BJ4155'A METAL WITNESS POST.
 BJ4155'
 BJ4155'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4156 ***********************************************************************
 BJ4156  DESIGNATION -  ENON LOT
 BJ4156  PID         -  BJ4156
 BJ4156  STATE/COUNTY-  LA/WASHINGTON
 BJ4156  USGS QUAD   -  ENON (1983)
 BJ4156
 BJ4156                         *CURRENT SURVEY CONTROL
 BJ4156  ___________________________________________________________________
 BJ4156* NAD 83(1992)-  30 42 21.79016(N)    090 06 55.60577(W)     ADJUSTED  
 BJ4156* NAVD 88     -                                                        
 BJ4156  ___________________________________________________________________
 BJ4156  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 BJ4156  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ4156
 BJ4156  HORZ ORDER  -  THIRD
 BJ4156
 BJ4156.The horizontal coordinates were established by classical geodetic methods
 BJ4156.and adjusted by the National Geodetic Survey in January 1993..
 BJ4156
 BJ4156
 BJ4156.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4156
 BJ4156.The geoid height was determined by GEOID03.
 BJ4156
 BJ4156;                    North         East     Units Scale Factor Converg.
 BJ4156;SPC LA S     -   245,154.461 1,116,666.632   MT  1.00000129   +0 36 32.3
 BJ4156;SPC LA S     -   804,310.93  3,663,597.11   sFT  1.00000129   +0 36 32.3
 BJ4156;UTM  15      - 3,400,579.032   776,274.328   MT  1.00054168   +1 28 26.0
 BJ4156
 BJ4156                          SUPERSEDED SURVEY CONTROL
 BJ4156
 BJ4156  NAD 83(1986)-  30 42 21.80291(N)    090 06 55.60314(W) AD(       ) 4
 BJ4156  NAD 27      -  30 42 21.12743(N)    090 06 55.31004(W) AD(       ) 3
 BJ4156
 BJ4156.Superseded values are not recommended for survey control.
 BJ4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4156.See file dsdata.txt to determine how the superseded data were derived.
 BJ4156
 BJ4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7627400579(NAD 83)
 BJ4156_MARKER: 57 = LOOKOUT TOWER
 BJ4156
 BJ4156  HISTORY     - Date     Condition        Report By
 BJ4156  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4156
 BJ4156                          STATION DESCRIPTION
 BJ4156
 BJ4156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4156'ENON LOOKOUT TOWER IS LOCATED ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF
 BJ4156'FRANKLINTON, 7 MILES NORTHEAST OF FOLSOM, 2-1/2 MILES SOUTHWEST OF
 BJ4156'ENON AND ABOUT 0.1 MILE NORTH OF STATE HIGHWAY 437.
 BJ4156'
 BJ4156'A SQUARE METAL CAB, CONICAL SHAPED ROOF, WINDOWS ON ALL SIDES,
 BJ4156'SUPPORTED BY 4-STEEL CHANNEL LEGS.
 BJ4156'
 BJ4156'CAB IS GREY IN COLOR AND 100 FEET IN HEIGHT.
 BJ4156'
 BJ4156'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1590 ***********************************************************************
 BW1590  DESIGNATION -  ENTERPRISE BOLT
 BW1590  PID         -  BW1590
 BW1590  STATE/COUNTY-  LA/CATAHOULA
 BW1590  USGS QUAD   -  ENTERPRISE (1984)
 BW1590
 BW1590                         *CURRENT SURVEY CONTROL
 BW1590  ___________________________________________________________________
 BW1590* NAD 83(1986)-  31 54 08.     (N)    091 53 20.     (W)     SCALED    
 BW1590* NAVD 88     -        18.09   (+/-2cm)      59.4    (feet)  VERTCON   
 BW1590  ___________________________________________________________________
 BW1590  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BW1590
 BW1590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1590
 BW1590.The horizontal coordinates were scaled from a topographic map and have
 BW1590.an estimated accuracy of +/- 6 seconds.
 BW1590
 BW1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1590.The vertical order pertains to the NGVD 29 superseded value.
 BW1590
 BW1590.The geoid height was determined by GEOID03.
 BW1590
 BW1590;                    North         East    Units  Estimated Accuracy
 BW1590;SPC LA N     -   155,630.    1,057,800.      MT  (+/- 180 meters Scaled)
 BW1590
 BW1590                          SUPERSEDED SURVEY CONTROL
 BW1590
 BW1590  NGVD 29 (??/??/92)   18.100  (m)           59.38   (f) ADJ UNCH    2 0
 BW1590
 BW1590.Superseded values are not recommended for survey control.
 BW1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1590.See file dsdata.txt to determine how the superseded data were derived.
 BW1590
 BW1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR050301(NAD 83)
 BW1590_MARKER: B = BOLT
 BW1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1590_SP_SET: STONE
 BW1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1590+STABILITY: SURFACE MOTION
 BW1590
 BW1590  HISTORY     - Date     Condition        Report By
 BW1590  HISTORY     - UNK      MONUMENTED       DOD
 BW1590  HISTORY     - 1950     GOOD             NGS
 BW1590
 BW1590                          STATION DESCRIPTION
 BW1590
 BW1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW1590'IN ENTERPRISE.
 BW1590'AT ENTERPRISE, 280 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BW1590'SCHOOL, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET EAST
 BW1590'OF THE CENTER LINE OF A ROAD LEADING SOUTH, 21.6 FEET WEST OF THE
 BW1590'NORTHWEST CORNER OF THE STORE AND POST OFFICE, 7.3 FEET WEST OF THE
 BW1590'WEST EDGE OF THE MOST WESTERLY ONE OF TWO CONCRETE GAS PUMP BASES, A
 BW1590'COPPER BOLT SET IN THE TOP OF A STONE WHICH IS 3 FEET UNDER GROUND AND
 BW1590'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A U.S. ENGINEERING
 BW1590'DEPARTMENT BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1589 ***********************************************************************
 BW1589  DESIGNATION -  ENTERPRISE CAP
 BW1589  PID         -  BW1589
 BW1589  STATE/COUNTY-  LA/CATAHOULA
 BW1589  USGS QUAD   -  ENTERPRISE (1984)
 BW1589
 BW1589                         *CURRENT SURVEY CONTROL
 BW1589  ___________________________________________________________________
 BW1589* NAD 83(1986)-  31 54 08.     (N)    091 53 21.     (W)     SCALED    
 BW1589* NAVD 88     -        19.34   (+/-2cm)      63.5    (feet)  VERTCON   
 BW1589  ___________________________________________________________________
 BW1589  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BW1589
 BW1589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1589
 BW1589.The horizontal coordinates were scaled from a topographic map and have
 BW1589.an estimated accuracy of +/- 6 seconds.
 BW1589
 BW1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1589.The vertical order pertains to the NGVD 29 superseded value.
 BW1589
 BW1589.The geoid height was determined by GEOID03.
 BW1589
 BW1589;                    North         East    Units  Estimated Accuracy
 BW1589;SPC LA N     -   155,630.    1,057,780.      MT  (+/- 180 meters Scaled)
 BW1589
 BW1589                          SUPERSEDED SURVEY CONTROL
 BW1589
 BW1589  NGVD 29 (??/??/92)   19.346  (m)           63.47   (f) ADJ UNCH    2 0
 BW1589
 BW1589.Superseded values are not recommended for survey control.
 BW1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1589.See file dsdata.txt to determine how the superseded data were derived.
 BW1589
 BW1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR050301(NAD 83)
 BW1589_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1589
 BW1589  HISTORY     - Date     Condition        Report By
 BW1589  HISTORY     - UNK      MONUMENTED       DOD
 BW1589  HISTORY     - 1934     GOOD             DOD
 BW1589
 BW1589                          STATION DESCRIPTION
 BW1589
 BW1589'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1589'IN ENTERPRISE.
 BW1589'P.B.M. ENTERPRISE IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED IN
 BW1589'ENTERPRISE, CATAHOULA PARISH, LA., SEC. 29 T11N., R6E.  590 FEET WEST
 BW1589'OF ENTERPRISE POST OFFICE.  ON PROPERTY OF C. E. LUTRICK.  34.8 FEET
 BW1589'SOUTH OF CENTERLINE OF HIGHWAY 68.  AND 6 FEET SOUTHWEST OF FENCE
 BW1589'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1758 ***********************************************************************
 BW1758  DESIGNATION -  ENTERPRISE RM 1
 BW1758  PID         -  BW1758
 BW1758  STATE/COUNTY-  LA/CATAHOULA
 BW1758  USGS QUAD   -  ENTERPRISE (1984)
 BW1758
 BW1758                         *CURRENT SURVEY CONTROL
 BW1758  ___________________________________________________________________
 BW1758* NAD 83(1986)-  31 54 19.     (N)    091 55 07.     (W)     SCALED    
 BW1758* NAVD 88     -        73.20   (+/-2cm)     240.2    (feet)  VERTCON   
 BW1758  ___________________________________________________________________
 BW1758  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1758
 BW1758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1758
 BW1758.The horizontal coordinates were scaled from a topographic map and have
 BW1758.an estimated accuracy of +/- 6 seconds.
 BW1758
 BW1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1758.The vertical order pertains to the NGVD 29 superseded value.
 BW1758
 BW1758.The geoid height was determined by GEOID03.
 BW1758
 BW1758;                    North         East    Units  Estimated Accuracy
 BW1758;SPC LA N     -   155,960.    1,054,990.      MT  (+/- 180 meters Scaled)
 BW1758
 BW1758                          SUPERSEDED SURVEY CONTROL
 BW1758
 BW1758  NGVD 29 (??/??/92)   73.211  (m)          240.19   (f) ADJ UNCH    2 0
 BW1758
 BW1758.Superseded values are not recommended for survey control.
 BW1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1758.See file dsdata.txt to determine how the superseded data were derived.
 BW1758
 BW1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR022304(NAD 83)
 BW1758_MARKER: DR = REFERENCE MARK DISK
 BW1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1758_STAMPING: ENTERPRISE NO 1 1941
 BW1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1758+STABILITY: SURFACE MOTION
 BW1758
 BW1758  HISTORY     - Date     Condition        Report By
 BW1758  HISTORY     - 1941     MONUMENTED       CGS
 BW1758  HISTORY     - 1950     GOOD             NGS
 BW1758
 BW1758                          STATION DESCRIPTION
 BW1758
 BW1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW1758'1.95 MI W FROM ENTERPRISE.
 BW1758'1.2 MILES WEST ALONG STATE HIGHWAY 68 FROM THE SCHOOL AT ENTERPRISE,
 BW1758'THENCE 0.05 MILE SOUTH ALONG A WINDING ROAD, THENCE 0.7 MILE WEST
 BW1758'ALONG AN ABANDONED LOGGING ROAD.  300 FEET NORTHWEST OF AN OLD ROAD
 BW1758'CROSSING, ON TOP OF A HILL, 28 FEET WEST OF THE CENTER LINE OF THE
 BW1758'ROAD, 17 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL LEADING
 BW1758'SOUTHWEST, 23.6 FEET EAST OF TRIANGULATION STATION ENTERPRISE 1941, 13
 BW1758'FEET SOUTH OF A 12 INCH TRIANGULAR BLAZED OAK TREE, SET IN THE TOP OF
 BW1758'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1759 ***********************************************************************
 BW1759  DESIGNATION -  ENTERPRISE RM 2
 BW1759  PID         -  BW1759
 BW1759  STATE/COUNTY-  LA/CATAHOULA
 BW1759  USGS QUAD   -  ENTERPRISE (1984)
 BW1759
 BW1759                         *CURRENT SURVEY CONTROL
 BW1759  ___________________________________________________________________
 BW1759* NAD 83(1986)-  31 54 19.     (N)    091 55 07.     (W)     SCALED    
 BW1759* NAVD 88     -        74.09   (+/-2cm)     243.1    (feet)  VERTCON   
 BW1759  ___________________________________________________________________
 BW1759  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1759
 BW1759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1759
 BW1759.The horizontal coordinates were scaled from a topographic map and have
 BW1759.an estimated accuracy of +/- 6 seconds.
 BW1759
 BW1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1759.The vertical order pertains to the NGVD 29 superseded value.
 BW1759
 BW1759.The geoid height was determined by GEOID03.
 BW1759
 BW1759;                    North         East    Units  Estimated Accuracy
 BW1759;SPC LA N     -   155,960.    1,054,990.      MT  (+/- 180 meters Scaled)
 BW1759
 BW1759                          SUPERSEDED SURVEY CONTROL
 BW1759
 BW1759  NGVD 29 (??/??/92)   74.100  (m)          243.11   (f) ADJ UNCH    2 0
 BW1759
 BW1759.Superseded values are not recommended for survey control.
 BW1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1759.See file dsdata.txt to determine how the superseded data were derived.
 BW1759
 BW1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR022304(NAD 83)
 BW1759_MARKER: DR = REFERENCE MARK DISK
 BW1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1759_STAMPING: ENTERPRISE NO 2 1941
 BW1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1759+STABILITY: SURFACE MOTION
 BW1759
 BW1759  HISTORY     - Date     Condition        Report By
 BW1759  HISTORY     - 1941     MONUMENTED       CGS
 BW1759  HISTORY     - 1950     GOOD             NGS
 BW1759
 BW1759                          STATION DESCRIPTION
 BW1759
 BW1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW1759'1.95 MI W FROM ENTERPRISE.
 BW1759'1.2 MILES WEST ALONG STATE HIGHWAY 68 FROM THE SCHOOL AT ENTERPRISE,
 BW1759'THENCE 0.05 MILE SOUTH ALONG A WINDING ROAD, THENCE 0.7 MILE WEST
 BW1759'ALONG AN ABANDONED LOGGING ROAD.  ON TOP OF A HILL, 300 FEET NORTHWEST
 BW1759'OF AN OLD ROAD CROSSING, 135 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BW1759'ROAD, 79.7 FEET SOUTHWEST OF TRIANGULATION STATION ENTERPRISE 1941, 26
 BW1759'FEET NORTH OF AN 8 INCH TRIANGULAR BLAZED OAK TREE, 9 FEET NORTHWEST
 BW1759'OF A 6 INCH TRIANGULAR BLAZED OAK TREE, 3 FEET NORTHWEST OF THE CENTER
 BW1759'LINE OF A TRAIL LEADING SOUTHWEST, SET IN THE TOP OF A CONCRETE POST
 BW1759'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0757 ***********************************************************************
 AV0757  DESIGNATION -  ENTRANCE
 AV0757  PID         -  AV0757
 AV0757  STATE/COUNTY-  LA/CAMERON
 AV0757  USGS QUAD   -  LATANIA LAKE (1982)
 AV0757
 AV0757                         *CURRENT SURVEY CONTROL
 AV0757  ___________________________________________________________________
 AV0757* NAD 83(1992)-  29 58 30.99922(N)    092 48 12.95189(W)     ADJUSTED  
 AV0757* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0757  **This station is located in a subsidence area (see below).
 AV0757  ___________________________________________________________________
 AV0757  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AV0757  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AV0757
 AV0757  HORZ ORDER  -  THIRD
 AV0757
 AV0757.The horizontal coordinates were established by classical geodetic methods
 AV0757.and adjusted by the National Geodetic Survey in January 1993..
 AV0757
 AV0757 ** The orthometric height has not been validated since last determined
 AV0757 ** by differential leveling and should not be used for control purposes.
 AV0757 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0757 ** area with valid NAVD 88 orthometric heights.
 AV0757 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0757 ** epoch indicated which incorporates improved geoid heights for the
 AV0757 ** Southern Louisiana Subsidence area.
 AV0757 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0757.The orthometric height was scaled from a topographic map.
 AV0757
 AV0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0757
 AV0757.The geoid height was determined by GEOID03.
 AV0757
 AV0757;                    North         East     Units Scale Factor Converg.
 AV0757;SPC LA S     -   164,436.315   858,118.922   MT  0.99992584   -0 44 06.5
 AV0757;SPC LA S     -   539,488.14  2,815,345.16   sFT  0.99992584   -0 44 06.5
 AV0757;UTM  15      - 3,316,062.136   518,947.255   MT  0.99960443   +0 05 53.3
 AV0757
 AV0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0757!SPC LA S     -   1.00000422  x   0.99992584  =   0.99993006
 AV0757!UTM  15      -   1.00000422  x   0.99960443  =   0.99960865
 AV0757
 AV0757|---------------------------------------------------------------------|
 AV0757| PID    Reference Object                     Distance      Geod. Az  |
 AV0757|                                                           dddmmss.s |
 AV0757| CV9775 ENTRANCE RM                         100.127 METERS 08107     |
 AV0757| AV0724 PRICE                               APPROX.20.2 KM 1431617.9 |
 AV0757|---------------------------------------------------------------------|
 AV0757
 AV0757                          SUPERSEDED SURVEY CONTROL
 AV0757
 AV0757  NAD 83(1986)-  29 58 31.02066(N)    092 48 12.93741(W) AD(       ) 3
 AV0757  NAD 27      -  29 58 30.26000(N)    092 48 12.39000(W) AD(       ) 3
 AV0757
 AV0757.Superseded values are not recommended for survey control.
 AV0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0757.See file dsdata.txt to determine how the superseded data were derived.
 AV0757
 AV0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1894716062(NAD 83)
 AV0757_MARKER: DS = TRIANGULATION STATION DISK
 AV0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0757
 AV0757  HISTORY     - Date     Condition        Report By
 AV0757  HISTORY     - 1932     MONUMENTED       CGS
 AV0757  HISTORY     - 1947     GOOD             CGS
 AV0757  HISTORY     - 1966     GOOD             CGS
 AV0757
 AV0757                          STATION DESCRIPTION
 AV0757
 AV0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JML)
 AV0757'THIS STATION IS LOCATED ON THE S SIDE OF THE INTRACOASTAL CANAL,
 AV0757'AT ITS WESTERN ENTRANCE TO THE MERMENTAU RIVER ON BROWNS
 AV0757'ISLAND.  IT IS SET ON THE TOP OF A HIGH SPOIL BANK, 62 METERS
 AV0757'SE OF THE S BANK OF THE CANAL AND 133 METERS W OF THE W BANK
 AV0757'OF THE MERMANTAU RIVER.
 AV0757'
 AV0757'STATION AND REFERENCE MARKS ARE SQUARE CONCRETE MONUMENTS WITH
 AV0757'STANDARD U.S.G.S. DISKS MARKED ENTRANCE, 1932.  THEY BOTH
 AV0757'PROJECT ABOUT 8 INCHES ABOVE THE GROUND.  THE REFERENCE MARK
 AV0757'IS SET AT THE FOOT OF THE SPOIL BANK TO THE NE OF THE STATION.
 AV0757'
 AV0757'REFERENCE MARK IS DISTANT 95.72 METERS IN MAGNETIC BEARING
 AV0757'53 DEG 45 MIN.
 AV0757'
 AV0757'NOTE--STATION RECOVERED AND REDESCRIBED IN 1934 BY U.S.
 AV0757'COAST AND GEODETIC SURVEY, THOS. B. REED, CHIEF OF PARTY.
 AV0757
 AV0757                          STATION RECOVERY (1947)
 AV0757
 AV0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0757'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH ONE EXCEPTION.
 AV0757'A NEW CUT HAS BEEN MADE JUST S OF THE STATION, STRAIGHTENING
 AV0757'THE INTRACOASTAL CANAL.  THIS LEAVES THE STATION AND REFERENCE
 AV0757'MARK ON AN ISLAND.  THE STATION IS AT THE N TIP OF THE ISLAND
 AV0757'ON TOP OF SPOIL PILE.  STATION MARK AND REFERENCE MARK WERE
 AV0757'RECOVERED IN GOOD CONDITION.
 AV0757
 AV0757                          STATION RECOVERY (1966)
 AV0757
 AV0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0757'THE STATION WAS VISITED 3-31-66 AND THE STATION MARK WAS FOUND
 AV0757'IN GOOD CONDITION.  REFERENCE MARK WAS NOT FOUND AT THIS DATE
 AV0757'AND PROBABLY DESTROYED DUE TO DIRT MOVED ON THE ISLAND.  A
 AV0757'NEW DESCRIPTION FOLLOWS--
 AV0757'
 AV0757'THE STATION IS LOCATED ON THE NORTH SIDE OF THE INTER-COASTAL
 AV0757'CANAL AT ITS JUNCTION WITH THE MERMENTAU RIVER, AT THE NORTH
 AV0757'SIDE OF A TRIANGULAR SHAPED ISLAND FORMED BY THE INTERCOASTAL
 AV0757'CANAL, THE MERMENTAU RIVER AND A CUTOFF IN THE INTERCOASTAL
 AV0757'CANLA ON THE SOUTH SIDE OF THE ISLAND.  IT IS ON THE HIGHEST
 AV0757'POINT AND THE NORTHERN TIP OF THE ISLAND, ABOUT 140 FEET
 AV0757'SOUTH OF THE NORTH POINT OF THE ISLAND, 174 FEET EAST OF THE
 AV0757'SOUTHEAST CORNER OF A WOODEN CORALL AND 1 FOOT SOUTHEAST OF A
 AV0757'METAL WITNESS POST.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 AV0757'DISK, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, STAMPED
 AV0757'ENTRANCE 1932 R.N.G., AND PROJECTS 18-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2845 ***********************************************************************
 AU2845  DESIGNATION -  ENTRANCE HARVEY CANAL 2 NAV LT
 AU2845  PID         -  AU2845
 AU2845  STATE/COUNTY-  LA/LAFOURCHE
 AU2845  USGS QUAD   -  CATAHOULA BAY (1979)
 AU2845
 AU2845                         *CURRENT SURVEY CONTROL
 AU2845  ___________________________________________________________________
 AU2845* NAD 83(1992)-  29 39 30.43719(N)    090 18 38.82981(W)     ADJUSTED  
 AU2845* NAVD 88     -                                                        
 AU2845  **This station is located in a subsidence area (see below).
 AU2845  ___________________________________________________________________
 AU2845  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AU2845  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AU2845
 AU2845  HORZ ORDER  -  THIRD
 AU2845
 AU2845.The horizontal coordinates were established by classical geodetic methods
 AU2845.and adjusted by the National Geodetic Survey in January 1993..
 AU2845
 AU2845 ** The orthometric height has not been validated since last determined
 AU2845 ** by differential leveling and should not be used for control purposes.
 AU2845 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2845 ** area with valid NAVD 88 orthometric heights.
 AU2845 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2845 ** epoch indicated which incorporates improved geoid heights for the
 AU2845 ** Southern Louisiana Subsidence area.
 AU2845 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2845
 AU2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2845
 AU2845.The geoid height was determined by GEOID03.
 AU2845
 AU2845;                    North         East     Units Scale Factor Converg.
 AU2845;SPC LA S     -   128,850.540 1,098,990.970   MT  0.99994349   +0 30 40.6
 AU2845;SPC LA S     -   422,737.15  3,605,606.21   sFT  0.99994349   +0 30 40.6
 AU2845;UTM  15      - 3,283,964.524   760,301.133   MT  1.00043610   +1 19 53.2
 AU2845
 AU2845                          SUPERSEDED SURVEY CONTROL
 AU2845
 AU2845  NAD 83(1986)-  29 39 30.45386(N)    090 18 38.83482(W) AD(       ) 4
 AU2845  NAD 27      -  29 39 29.68803(N)    090 18 38.54993(W) AD(       ) 3
 AU2845
 AU2845.Superseded values are not recommended for survey control.
 AU2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2845.See file dsdata.txt to determine how the superseded data were derived.
 AU2845
 AU2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6030183965(NAD 83)
 AU2845_MARKER: 14 = NAVIGATION LIGHT
 AU2845
 AU2845  HISTORY     - Date     Condition        Report By
 AU2845  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2845
 AU2845                          STATION DESCRIPTION
 AU2845
 AU2845'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3168 ***********************************************************************
 CP3168  DESIGNATION -  EPPS
 CP3168  PID         -  CP3168
 CP3168  STATE/COUNTY-  LA/WEST CARROLL
 CP3168  USGS QUAD   -  EPPS (1986)
 CP3168
 CP3168                         *CURRENT SURVEY CONTROL
 CP3168  ___________________________________________________________________
 CP3168* NAD 83(1992)-  32 36 27.21390(N)    091 28 36.41173(W)     ADJUSTED  
 CP3168* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 CP3168  ___________________________________________________________________
 CP3168  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CP3168  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP3168
 CP3168  HORZ ORDER  -  SECOND
 CP3168
 CP3168.The horizontal coordinates were established by classical geodetic methods
 CP3168.and adjusted by the National Geodetic Survey in January 1993..
 CP3168
 CP3168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3168
 CP3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3168
 CP3168.The geoid height was determined by GEOID03.
 CP3168
 CP3168;                    North         East     Units Scale Factor Converg.
 CP3168;SPC LA N     -   234,135.493 1,096,041.511   MT  0.99998706   +0 32 27.5
 CP3168;SPC LA N     -   768,159.53  3,595,929.52   sFT  0.99998706   +0 32 27.5
 CP3168;UTM  15      - 3,608,806.260   642,926.474   MT  0.99985190   +0 49 15.5
 CP3168
 CP3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3168!SPC LA N     -   0.99999931  x   0.99998706  =   0.99998637
 CP3168!UTM  15      -   0.99999931  x   0.99985190  =   0.99985121
 CP3168
 CP3168|---------------------------------------------------------------------|
 CP3168| PID    Reference Object                     Distance      Geod. Az  |
 CP3168|                                                           dddmmss.s |
 CP3168| CP2470 EPPS RM 1                            73.829 METERS 19922     |
 CP3168| CP1037 EPPS CAP                                           2084313.6 |
 CP3168| CW9805 EPPS RM 2                            44.327 METERS 22852     |
 CP3168| CP3119 ANDERSON                            APPROX. 9.7 KM 2532017.1 |
 CP3168|---------------------------------------------------------------------|
 CP3168
 CP3168                          SUPERSEDED SURVEY CONTROL
 CP3168
 CP3168  NAD 83(1986)-  32 36 27.22503(N)    091 28 36.40457(W) AD(       ) 2
 CP3168  NAD 27      -  32 36 26.72990(N)    091 28 35.98080(W) AD(       ) 2
 CP3168  NGVD 29 (07/19/86)   30.5    (m)          100.     (f) VERT ANG       
 CP3168
 CP3168.Superseded values are not recommended for survey control.
 CP3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3168.See file dsdata.txt to determine how the superseded data were derived.
 CP3168
 CP3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4292608806(NAD 83)
 CP3168_MARKER: DS = TRIANGULATION STATION DISK
 CP3168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3168
 CP3168  HISTORY     - Date     Condition        Report By
 CP3168  HISTORY     - 1970     MONUMENTED       NGS
 CP3168
 CP3168                          STATION DESCRIPTION
 CP3168
 CP3168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3168'THE STATION IS ABOUT 10 MILES NORTH OF DELHI, 5.5 MILES
 CP3168'SOUTH-SOUTHWEST OF DARNELL AND IN THE TOWN OF EPPS.  ON LAND
 CP3168'OWNED BY MR. J.H. LUSK, EPPS, LOUISIANA, NEAR THE WEST EDGE OF
 CP3168'SEC. 30, T 19 N, R 10 E.
 CP3168'
 CP3168'TO REACH THE STATION FROM THE POST OFFICE IN EPPS, GO NORTH ON
 CP3168'STATE HIGHWAY 17 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 CP3168'AND GO EAST, CROSSING OVER RAILROAD TRACKS, FOR 0.05 MILE TO A
 CP3168'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE
 CP3168'STATION.
 CP3168'
 CP3168'STATION MARKS ARE STANDARD DISKS STAMPED EPPS 1970.  THE SURFACE
 CP3168'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3168'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET NORTH OF A
 CP3168'POWERLINE POLE, 37 FEET NORTHWEST OF A 30-INCH PECAN TREE AND
 CP3168'34 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 CP3168'BUILDING.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CP3168'IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND
 CP3168'SURFACE.
 CP3168'
 CP3168'REFERENCE MARK 1, A STANDARD DISK STAMPED EPPS NO 1 1970, IS
 CP3168'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3168'IS FLUSH WITH THE GROUND SURFACE.  IT IS 86 FEET EAST OF THE
 CP3168'EAST RAIL OF THE RAILROAD TRACKS, 22 FEET NORTH OF A PAVED ROAD
 CP3168'AND 1 FOOT NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER.
 CP3168'
 CP3168'REFERENCE MARK 2, A STANDARD DISK STAMPED EPPS NO 2 1970, IS
 CP3168'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3168'IS FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET EAST OF THE
 CP3168'EAST RAIL OF THE RAILROAD TRACKS AND 120 FEET SOUTHWEST OF THE
 CP3168'SOUTHEAST CORNER OF THE BUILDING.
 CP3168'
 CP3168'THE AZIMUTH MARK, A STANDARD U.S. CORPS OF ENGINEERS DISK WITH
 CP3168'NO STAMPING, IS A BRASS CAP ATTACHED TO A 4-INCH IRON PIPE
 CP3168'PROJECTING 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 34 FEET WEST
 CP3168'OF THE CENTERLINE OF STATE HIGHWAY 17, 25.8 FEET EAST OF THE
 CP3168'SOUTH CORNER OF A TELEPHONE BUILDING AND 5.6 FEET NORTH OF A
 CP3168'POWERLINE POLE.
 CP3168'
 CP3168'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN EPPS, GO
 CP3168'NORTH ON STATE HIGHWAY 17 FOR 0.1 MILE TO THE MARK ON THE LEFT.
 CP3168'
 CP3168'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1038 ***********************************************************************
 CP1038  DESIGNATION -  EPPS BOLT
 CP1038  PID         -  CP1038
 CP1038  STATE/COUNTY-  LA/WEST CARROLL
 CP1038  USGS QUAD   -  EPPS (1986)
 CP1038
 CP1038                         *CURRENT SURVEY CONTROL
 CP1038  ___________________________________________________________________
 CP1038* NAD 83(1986)-  32 36 19.     (N)    091 28 42.     (W)     SCALED    
 CP1038* NAVD 88     -        30.28   (+/-2cm)      99.3    (feet)  VERTCON   
 CP1038  ___________________________________________________________________
 CP1038  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1038
 CP1038  VERT ORDER  -  ? (See Below)
 CP1038
 CP1038.The horizontal coordinates were scaled from a topographic map and have
 CP1038.an estimated accuracy of +/- 6 seconds.
 CP1038
 CP1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1038.The vertical order pertains to the NGVD 29 superseded value.
 CP1038
 CP1038.The geoid height was determined by GEOID03.
 CP1038
 CP1038;                    North         East    Units  Estimated Accuracy
 CP1038;SPC LA N     -   233,880.    1,095,900.      MT  (+/- 180 meters Scaled)
 CP1038
 CP1038                          SUPERSEDED SURVEY CONTROL
 CP1038
 CP1038  NGVD 29 (??/??/92)   30.338  (m)           99.53   (f) ADJ UNCH    ?  
 CP1038
 CP1038.Superseded values are not recommended for survey control.
 CP1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1038.See file dsdata.txt to determine how the superseded data were derived.
 CP1038
 CP1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS427085(NAD 83)
 CP1038_MARKER: B = BOLT
 CP1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1038_SP_SET: STONE
 CP1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1038+STABILITY: SURFACE MOTION
 CP1038
 CP1038  HISTORY     - Date     Condition        Report By
 CP1038  HISTORY     - UNK      MONUMENTED       DOD
 CP1038  HISTORY     - 1934     GOOD             DOD
 CP1038  HISTORY     - 1970     GOOD             NGS
 CP1038
 CP1038                          STATION DESCRIPTION
 CP1038
 CP1038'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1038'IN EPPS.
 CP1038'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED IN EPPS, WEST CARROLL
 CP1038'PARISH, LA., SEC. 30, T19N, R10E, ON PROPERTY OF MRS. JESSIE B.
 CP1038'SHALTON.  107 FEET WEST OF CENTERLINE OF MO. PAC. R.R.  33.6 FEET WEST
 CP1038'OF CENTERLINE OF PAVED HIGHWAY NO. 16, AND 3.5 FEET NORTH OF POWER
 CP1038'LINE POLE.
 CP1038
 CP1038                          STATION RECOVERY (1970)
 CP1038
 CP1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CP1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2470 ***********************************************************************
 CP2470  DESIGNATION -  EPPS RM 1
 CP2470  PID         -  CP2470
 CP2470  STATE/COUNTY-  LA/WEST CARROLL
 CP2470  USGS QUAD   -  EPPS (1986)
 CP2470
 CP2470                         *CURRENT SURVEY CONTROL
 CP2470  ___________________________________________________________________
 CP2470* NAD 83(1986)-  32 36 28.     (N)    091 28 37.     (W)     SCALED    
 CP2470* NAVD 88     -        30.258  (meters)      99.27   (feet)  ADJUSTED  
 CP2470  ___________________________________________________________________
 CP2470  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP2470  DYNAMIC HT  -          30.224 (meters)      99.16  (feet)  COMP
 CP2470  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CP2470
 CP2470  VERT ORDER  -  SECOND    CLASS I
 CP2470
 CP2470.The horizontal coordinates were scaled from a topographic map and have
 CP2470.an estimated accuracy of +/- 6 seconds.
 CP2470
 CP2470.The orthometric height was determined by differential leveling
 CP2470.and adjusted by the National Geodetic Survey in June 1991..
 CP2470
 CP2470.The geoid height was determined by GEOID03.
 CP2470
 CP2470.The dynamic height is computed by dividing the NAVD 88
 CP2470.geopotential number by the normal gravity value computed on the
 CP2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2470.degrees latitude (g = 980.6199 gals.).
 CP2470
 CP2470.The modeled gravity was interpolated from observed gravity values.
 CP2470
 CP2470;                    North         East    Units  Estimated Accuracy
 CP2470;SPC LA N     -   234,160.    1,096,030.      MT  (+/- 180 meters Scaled)
 CP2470
 CP2470                          SUPERSEDED SURVEY CONTROL
 CP2470
 CP2470.No superseded survey control is available for this station.
 CP2470
 CP2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS429088(NAD 83)
 CP2470_MARKER: DR = REFERENCE MARK DISK
 CP2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2470_SP_SET: CONCRETE POST
 CP2470_STAMPING: EPPS NO 1 1970
 CP2470_MARK LOGO: NGS   
 CP2470_PROJECTION: FLUSH
 CP2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2470+STABILITY: SURFACE MOTION
 CP2470
 CP2470  HISTORY     - Date     Condition        Report By
 CP2470  HISTORY     - 1970     MONUMENTED       NGS
 CP2470  HISTORY     - 1985     GOOD             LADTD
 CP2470
 CP2470                          STATION DESCRIPTION
 CP2470
 CP2470'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2470'18.3 KM(11.4 MI) NORTH FROM DELHI.
 CP2470'ABOUT 18.3 KM (11.4 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST
 CP2470'OFFICE IN DELHI TO A PAVED ROAD ON THE EAST (RIGHT) SIDE OF THE
 CP2470'HIGHWAY JUST PASSED A COTTON GIN IN THE SMALL COMMUNITY OF EPPS.  THE
 CP2470'REFERENCE MARK IS SET DOWN THE PAVED ROAD NEAR A POWER POLE, 26.2
 CP2470'METERS (86 FEET) EAST OF THE EAST RAIL OF THE OLD RAILROAD TRACKS,
 CP2470'6.7 METERS (22 FEET) NORTH OF THE PAVED ROAD AND 0.31 METERS (1 FOOT)
 CP2470'NORTHWEST OF A POWER POLE WITH A TRANSFORMER ATTACHED.
 CP2470'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3126 ***********************************************************************
 CP3126  DESIGNATION -  EPPS TEX PIPE STA KKL 70
 CP3126  PID         -  CP3126
 CP3126  STATE/COUNTY-  LA/RICHLAND
 CP3126  USGS QUAD   -  WHITNEY ISLAND NORTH (1986)
 CP3126
 CP3126                         *CURRENT SURVEY CONTROL
 CP3126  ___________________________________________________________________
 CP3126* NAD 83(1992)-  32 37 36.18346(N)    091 37 35.26075(W)     ADJUSTED  
 CP3126* NAVD 88     -                                                        
 CP3126  ___________________________________________________________________
 CP3126  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CP3126  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3126
 CP3126  HORZ ORDER  -  THIRD
 CP3126
 CP3126.The horizontal coordinates were established by classical geodetic methods
 CP3126.and adjusted by the National Geodetic Survey in January 1993..
 CP3126
 CP3126
 CP3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3126
 CP3126.The geoid height was determined by GEOID03.
 CP3126
 CP3126;                    North         East     Units Scale Factor Converg.
 CP3126;SPC LA N     -   236,137.053 1,081,975.406   MT  0.99999114   +0 27 42.6
 CP3126;SPC LA N     -   774,726.31  3,549,780.98   sFT  0.99999114   +0 27 42.6
 CP3126;UTM  15      - 3,610,738.887   628,853.044   MT  0.99980473   +0 44 26.4
 CP3126
 CP3126                          SUPERSEDED SURVEY CONTROL
 CP3126
 CP3126  NAD 83(1986)-  32 37 36.19522(N)    091 37 35.25342(W) AD(       ) 4
 CP3126  NAD 27      -  32 37 35.69995(N)    091 37 34.81507(W) AD(       ) 3
 CP3126
 CP3126.Superseded values are not recommended for survey control.
 CP3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3126.See file dsdata.txt to determine how the superseded data were derived.
 CP3126
 CP3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2885310739(NAD 83)
 CP3126_MARKER: 42 = RADIO/TV MAST
 CP3126
 CP3126  HISTORY     - Date     Condition        Report By
 CP3126  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP3126  HISTORY     - 1973     GOOD             DMA
 CP3126
 CP3126                          STATION DESCRIPTION
 CP3126
 CP3126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3126'TEXAS PIPELINE COMPANY MAST IS LOCATED ABOUT 8-3/4 MILES
 CP3126'WEST-NORTHWEST OF EPPS, 8-1/2 MILES EAST OF OAK RIDGE AND ON
 CP3126'THE EAST SIDE OF STATE HIGHWAY 585.  IN SECTION 14.  T 19 N.  R
 CP3126'8 E.
 CP3126'
 CP3126'A STEEL MAST, 345 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE
 CP3126'SECTIONS AND RED LIGHT AT TOP.
 CP3126'
 CP3126'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 CP3126
 CP3126                          STATION RECOVERY (1973)
 CP3126
 CP3126'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3126'STATION WAS RECOVERED IN GOOD CONDITION.  THE ROUTE
 CP3126'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3118 ***********************************************************************
 CP3118  DESIGNATION -  EPPS TRUNK GAS STA KKE 832
 CP3118  PID         -  CP3118
 CP3118  STATE/COUNTY-  LA/WEST CARROLL
 CP3118  USGS QUAD   -  CONGO CREEK (1986)
 CP3118
 CP3118                         *CURRENT SURVEY CONTROL
 CP3118  ___________________________________________________________________
 CP3118* NAD 83(1992)-  32 37 09.76392(N)    091 34 28.46302(W)     ADJUSTED  
 CP3118* NAVD 88     -                                                        
 CP3118  ___________________________________________________________________
 CP3118  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CP3118  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP3118
 CP3118  HORZ ORDER  -  THIRD
 CP3118
 CP3118.The horizontal coordinates were established by classical geodetic methods
 CP3118.and adjusted by the National Geodetic Survey in January 1993..
 CP3118
 CP3118
 CP3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3118
 CP3118.The geoid height was determined by GEOID03.
 CP3118
 CP3118;                    North         East     Units Scale Factor Converg.
 CP3118;SPC LA N     -   235,363.654 1,086,851.586   MT  0.99998956   +0 29 21.4
 CP3118;SPC LA N     -   772,188.92  3,565,778.91   sFT  0.99998956   +0 29 21.4
 CP3118;UTM  15      - 3,609,989.377   633,732.065   MT  0.99982053   +0 46 06.6
 CP3118
 CP3118                          SUPERSEDED SURVEY CONTROL
 CP3118
 CP3118  NAD 83(1986)-  32 37 09.77558(N)    091 34 28.45544(W) AD(       ) 4
 CP3118  NAD 27      -  32 37 09.28061(N)    091 34 28.02256(W) AD(       ) 3
 CP3118
 CP3118.Superseded values are not recommended for survey control.
 CP3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3118.See file dsdata.txt to determine how the superseded data were derived.
 CP3118
 CP3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3373209989(NAD 83)
 CP3118_MARKER: 42 = RADIO/TV MAST
 CP3118
 CP3118  HISTORY     - Date     Condition        Report By
 CP3118  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP3118  HISTORY     - 1973     GOOD             DMA
 CP3118
 CP3118                          STATION DESCRIPTION
 CP3118
 CP3118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3118'TRUNKLINE GAS COMPANY MAST IS LOCATED ABOUT 6 MILES
 CP3118'WEST-NORTHWEST OF EPPS, ON THE NORTH SIDE OF STATE HIGHWAY 134
 CP3118'AND IN SECTION 20.  T 19 N.  R 9 E.
 CP3118'
 CP3118'A STEEL MAST, 309 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE
 CP3118'SECTIONS WITH A RED LIGHT AT TOP.
 CP3118'
 CP3118'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 CP3118
 CP3118                          STATION RECOVERY (1973)
 CP3118
 CP3118'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3118'STATION WAS RECOVERED IN GOOD CONDITION.  THE ROUTE DESCRIPTION
 CP3118'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2303 ***********************************************************************
 BJ2303  DESIGNATION -  EPSILON BOLT
 BJ2303  PID         -  BJ2303
 BJ2303  STATE/COUNTY-  LA/ST MARTIN
 BJ2303  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2303
 BJ2303                         *CURRENT SURVEY CONTROL
 BJ2303  ___________________________________________________________________
 BJ2303* NAD 83(1986)-  30 11 05.     (N)    091 31 51.     (W)     SCALED    
 BJ2303* NAVD 88     -         2.18   (+/-2cm)       7.2    (feet)  VERTCON   
 BJ2303  ___________________________________________________________________
 BJ2303  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ2303
 BJ2303  VERT ORDER  -  ? (See Below)
 BJ2303
 BJ2303.The horizontal coordinates were scaled from a topographic map and have
 BJ2303.an estimated accuracy of +/- 6 seconds.
 BJ2303
 BJ2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2303.The vertical order pertains to the NGVD 29 superseded value.
 BJ2303
 BJ2303.The geoid height was determined by GEOID03.
 BJ2303
 BJ2303;                    North         East    Units  Estimated Accuracy
 BJ2303;SPC LA S     -   186,760.      980,980.      MT  (+/- 180 meters Scaled)
 BJ2303
 BJ2303                          SUPERSEDED SURVEY CONTROL
 BJ2303
 BJ2303  NGVD 29 (??/??/??)    2.202  (m)            7.22   (f) ADJUSTED    ?  
 BJ2303
 BJ2303.Superseded values are not recommended for survey control.
 BJ2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2303.See file dsdata.txt to determine how the superseded data were derived.
 BJ2303
 BJ2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP414401(NAD 83)
 BJ2303_MARKER: B = BOLT
 BJ2303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2303
 BJ2303  HISTORY     - Date     Condition        Report By
 BJ2303  HISTORY     - UNK      MONUMENTED       DOD
 BJ2303  HISTORY     - 1933     GOOD             CGS
 BJ2303  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ2303
 BJ2303                          STATION DESCRIPTION
 BJ2303
 BJ2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BJ2303'3.4 MI N FROM BAYOU CHENE.
 BJ2303'3.4 MILES NORTH OF THE POST OFFICE AT BAYOU CHENE, ST. MARTIN PARISH,
 BJ2303'AT THE EDGE OF THE WEST BANK OF SPLICE ISLAND CHUTE, IN SEC. 10, T. 10
 BJ2303'S., R. 9 E., ABOUT 1.0 MILE SOUTH OF THE LOWER END OF TENSAS BAY, AND
 BJ2303'ABOUT 1/2 MILE BELOW THE LOWER END OF THE SOUTHERNMOST ONE OF A GROUP
 BJ2303'OF ISLANDS BETWEEN SPLICE ISLAND AND NIGGER CHUTES.  A COPPER BOLT,
 BJ2303'SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ2303'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BJ2303'ARMY, STANDARD CAP.
 BJ2303
 BJ2303                          STATION RECOVERY (1973)
 BJ2303
 BJ2303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BJ2303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0225 ***********************************************************************
 AV0225  DESIGNATION -  ERATH
 AV0225  PID         -  AV0225
 AV0225  STATE/COUNTY-  LA/VERMILION
 AV0225  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0225
 AV0225                         *CURRENT SURVEY CONTROL
 AV0225  ___________________________________________________________________
 AV0225* NAD 83(1992)-  29 57 08.47384(N)    092 02 08.81466(W)     ADJUSTED  
 AV0225* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0225  **This station is located in a subsidence area (see below).
 AV0225  ___________________________________________________________________
 AV0225  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0225  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AV0225  DYNAMIC HT  -           1.7   (meters)       6.    (feet)  COMP
 AV0225  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 AV0225
 AV0225  HORZ ORDER  -  FIRST
 AV0225  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0225
 AV0225.The horizontal coordinates were established by classical geodetic methods
 AV0225.and adjusted by the National Geodetic Survey in January 1993..
 AV0225
 AV0225 ** The orthometric height has not been validated since last determined
 AV0225 ** by differential leveling and should not be used for control purposes.
 AV0225 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0225 ** area with valid NAVD 88 orthometric heights.
 AV0225 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0225 ** epoch indicated which incorporates improved geoid heights for the
 AV0225 ** Southern Louisiana Subsidence area.
 AV0225 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0225.The orthometric height was scaled from a topographic map.
 AV0225.The vertical order pertains to the NGVD 29 superseded value.
 AV0225
 AV0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0225
 AV0225.The geoid height was determined by GEOID03.
 AV0225
 AV0225.The dynamic height is computed by dividing the NAVD 88
 AV0225.geopotential number by the normal gravity value computed on the
 AV0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0225.degrees latitude (g = 980.6199 gals.).
 AV0225
 AV0225.The modeled gravity was interpolated from observed gravity values.
 AV0225
 AV0225;                    North         East     Units Scale Factor Converg.
 AV0225;SPC LA S     -   161,192.955   932,196.438   MT  0.99992610   -0 21 04.4
 AV0225;SPC LA S     -   528,847.22  3,058,381.15   sFT  0.99992610   -0 21 04.4
 AV0225;UTM  15      - 3,313,896.702   593,043.220   MT  0.99970681   +0 28 53.2
 AV0225
 AV0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0225!SPC LA S     -   1.00000394  x   0.99992610  =   0.99993004
 AV0225!UTM  15      -   1.00000394  x   0.99970681  =   0.99971075
 AV0225
 AV0225:                Primary Azimuth Mark                     Grid Az
 AV0225:SPC LA S     -  ERATH RM 1                               011 29 30.8
 AV0225:UTM  15      -  ERATH RM 1                               010 39 33.2
 AV0225
 AV0225|---------------------------------------------------------------------|
 AV0225| PID    Reference Object                     Distance      Geod. Az  |
 AV0225|                                                           dddmmss.s |
 AV0225| AV0227 ERATH RM 1                                         0110826.4 |
 AV0225| AV0594 ERATH MUN WATER TANK                APPROX. 0.5 KM 0114504.8 |
 AV0225| BJ5148 YOUNGSVILLE MUNICIPAL TANK          APPROX.17.2 KM 0135226.6 |
 AV0225| BJ5165 BROUSSARDVILLE MUNICIPAL TANK       APPROX.22.8 KM 0182708.7 |
 AV0225| BJ5164 BROUSSARDVILLE BEOS SUGAR TANK      APPROX.22.0 KM 0224611.5 |
 AV0225| AV0589 ERATH CATHOLIC CHURCH STEEPLE       138.941 METERS 02653     |
 AV0225| AU2591 NEW IBERIA TECHE RICE CO TANK       APPROX.23.2 KM 0770745.3 |
 AV0225| AU2592 NEW IBERIA BOLDT PAPER CO STK       APPROX.23.3 KM 0773249.8 |
 AV0225| AV0226 ERATH RM 2                           23.207 METERS 10247     |
 AV0225| AU2630 AVERY ISLAND SALT WORKS TANK        APPROX.13.7 KM 1174051.8 |
 AV0225| AV0596 ERATH SUGAR TANK                    288.686 METERS 23434     |
 AV0225| CV9372 SE COR AUDITORIUM GYM                              27317     |
 AV0225| AV0621 ABBEVILLE ST MARY MAGD CATH CH      APPROX.10.2 KM 2841022.6 |
 AV0225| AV0622 ABBEVILLE POWER PLANT TANK          APPROX.10.2 KM 2842546.7 |
 AV0225| AV0595 ERATH RM 3                           19.943 METERS 32842     |
 AV0225| CV9373 SE CORNER OF HIGH SCHOOL                           34042     |
 AV0225|---------------------------------------------------------------------|
 AV0225
 AV0225                          SUPERSEDED SURVEY CONTROL
 AV0225
 AV0225  NAD 83(1986)-  29 57 08.49394(N)    092 02 08.80858(W) AD(       ) 1
 AV0225  NAD 27      -  29 57 07.75267(N)    092 02 08.36503(W) AD(       ) 1
 AV0225  NGVD 29 (??/??/??)    1.704  (m)            5.59   (f) ADJUSTED    1 2
 AV0225
 AV0225.Superseded values are not recommended for survey control.
 AV0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0225.See file dsdata.txt to determine how the superseded data were derived.
 AV0225
 AV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9304313897(NAD 83)
 AV0225_MARKER: DS = TRIANGULATION STATION DISK
 AV0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0225_SP_SET: CONCRETE POST
 AV0225_STAMPING: ERATH 1931
 AV0225_MARK LOGO: CGS   
 AV0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0225+STABILITY: SURFACE MOTION
 AV0225
 AV0225  HISTORY     - Date     Condition        Report By
 AV0225  HISTORY     - 1931     MONUMENTED       CGS
 AV0225  HISTORY     - 1936     SEE DESCRIPTION  LAGS
 AV0225  HISTORY     - 1949     GOOD             CGS
 AV0225  HISTORY     - 1966     GOOD             CGS
 AV0225  HISTORY     - 1968     GOOD             LADTD
 AV0225  HISTORY     - 1974     GOOD             NGS
 AV0225  HISTORY     - 1974     GOOD             NGS
 AV0225  HISTORY     - 1982     GOOD             NGS
 AV0225  HISTORY     - 1986     GOOD             NGS
 AV0225
 AV0225                          STATION DESCRIPTION
 AV0225
 AV0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AV0225'IN THE VILLAGE OF ERATH, ON THE W SIDE OF THE MAIN STREET,
 AV0225'ABOUT 1/3 MILE S OF RAILROAD TRACKS 1/2 MILE NE OF ERATH SUGAR
 AV0225'MILL, IN NE CORNER OF ATHLETIC FIELD BELONGING TO THE SCHOOL,
 AV0225'ABOUT 400 FEET SW OF THE CATHOLIC CHURCH, 222.5 FEET SE OF
 AV0225'SE CORNER OF LARGE BRICK HIGH SCHOOL BUILDING AND 40.5 FEET
 AV0225'W OF CENTER LINE OF GRAVEL MAIN STREET.  THE GROUND AROUND
 AV0225'STATION IS SOFT.
 AV0225'
 AV0225'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 2 ARE STANDARD
 AV0225'DISKS SET IN CONCRETE.
 AV0225'
 AV0225'UPPER MARK IS FLUSH WITH THE SURFACE.
 AV0225'
 AV0225'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN CONCRETE
 AV0225'SIDEWALK ON E SIDE OF MAIN STREET, IN MIDDLE OF FIRST BLOCK
 AV0225'S OF SOUTHERN PACIFIC TRACKS, 22.5 FEET E OF CENTER LINE OF
 AV0225'STREET, 6.5 FEET W OF CENTER OF FOOTING OF SW LEG OF CITY
 AV0225'WATER TANK, 1.13 FEET E OF W EDGE OF SIDEWALK, AND 0.3 MILE FROM
 AV0225'STATION N 11 DEG 09 MIN E.
 AV0225'
 AV0225'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND IS ON THE E SIDE OF
 AV0225'MAIN STREET, ABOUT 350 FEET S OF CATHOLIC CHURCH, 250 FEET
 AV0225'SE OF SE CORNER OF HIGH SCHOOL, 35.5 FEET E OF CENTER LINE
 AV0225'OF STREET, AND 76.13 FEET FROM STATION, S 77 DEG 22 MIN E.
 AV0225'
 AV0225'THE FOLLOWING AZIMUTHS ARE FROM THE STATION--DELCAMBRE, CATHOLIC
 AV0225'CHURCH STEEPLE, DISTANT 3.0 MILES, 274 DEG 14 MIN 43 SEC.
 AV0225'ERATH, MUNICIPAL WATER TANK, DISTANT 0.3 MILE, N 11 DEG 45 MIN E.
 AV0225
 AV0225                          STATION RECOVERY (1936)
 AV0225
 AV0225'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AV0225'DESCRIPTION STATES THAT GROUND AROUND STATION IS SOFT.  GROUND
 AV0225'AROUND STATION HAS BEEN BUILT UP AS STATION IS NOW APPROXIMATELY
 AV0225'0.2 FOOT BELOW SURFACE OF GROUND.
 AV0225'
 AV0225'DESCRIPTION AS TO LOCATION IS CORRECT.
 AV0225
 AV0225                          STATION RECOVERY (1949)
 AV0225
 AV0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AV0225'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0225'
 AV0225'STATION IS LOCATED IN THE S PART OF THE TOWN OF ERATH, ABOUT
 AV0225'0.4 MILE S OF THE RAILROAD AND STATE HIGHWAY 25, IN THE SE
 AV0225'CORNER OF THE HIGH SCHOOL GROUNDS, 222.5 FEET SSE OF THE SE
 AV0225'CORNER OF THE MAIN HIGH SCHOOL BUILDING, 163.5 FEET E OF THE
 AV0225'SE CORNER OF THE AUDITORIUM-GYMNASIUM, 41.5 FEET W OF THE
 AV0225'CENTER LINE OF THE PAVEMENT OF THE MAIN N-S STREET OF TOWN,
 AV0225'ON THE LINE OF A ROW OF SMALL OAK TREES, AND 4.5 FEET N OF
 AV0225'THE CENTER OF AN 8-INCH OAK TREE WHICH IS THE FIRST TREE N
 AV0225'OF A DRIVEWAY LEADING TO THE GYMNASIUM.
 AV0225'
 AV0225'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT
 AV0225'IS STAMPED ERATH 1931 AND IS 6 INCHES BELOW THE SURFACE.
 AV0225'
 AV0225'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED IN 1931.
 AV0225'
 AV0225'REFERENCE MARK 2 IS 34.5 FEET E OF THE CENTER LINE OF THE
 AV0225'PAVEMENT, 3 FEET E OF THE E EDGE OF THE SIDEWALK, 52.5 FEET
 AV0225'SW OF THE SW CORNER OF A HOUSE DIRECTLY ACROSS THE STREET
 AV0225'FROM THE GYMNASIUM, AND AT THE N EDGE OF A SMALL DITCH.  IT
 AV0225'IS A BRONZE REFERENCE DISK SET IN CONCRETE, IS STAMPED ERATH
 AV0225'1931 NO 2, AND PROJECTS 6 INCHES ABOVE GROUND.
 AV0225'
 AV0225'REFERENCE MARK 1 AND ERATH MUNICIPAL TANK ARE NOT VISIBLE FROM
 AV0225'THE STATION.
 AV0225
 AV0225                          STATION RECOVERY (1966)
 AV0225
 AV0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WPS)
 AV0225'STATION AND BOTH REFERENCE MARKS RECOVERED, AS PREVIOUSLY
 AV0225'DESCRIBED, IN GOOD CONDITION.
 AV0225'
 AV0225'PREVIOUS DESCRIPTIONS CAN BE IMPROVED BY ADDING THE FOLLOWING--
 AV0225'STATION AND BOTH REFERENCE MARKS ARE ON BROADWAY WHICH IS
 AV0225'STATE HWY. 685.  STATION IS NORTH OF THE SOUTH ENTRANCE OF
 AV0225'DRIVEWAY ON THE SOUTH EDGE OF A DITCH.  REFERENCE MARK NO. 1
 AV0225'IS IN FRONT OF A CINDER BLOCK BUILDING WITH A GARAGE-TYPE
 AV0225'DOOR IN FRONT.  R.M. NO. 2 IS DIRECTLY ACROSS THE STREET FROM
 AV0225'THE STATION.
 AV0225
 AV0225                          STATION RECOVERY (1968)
 AV0225
 AV0225'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 AV0225'IN ERATH.
 AV0225'ABOUT 0.40 MILES SOUTH ALONG LOUISIANA HIGHWAY 685 (SOUTH BROADWAY
 AV0225'STREET) FROM THE SOUTHERN PACIFIC RAILROAD STATION IN ERATH ON THE
 AV0225'GROUNDS OF ERATH HIGH SCHOOL.  IN SECTION 35, T12S, R4E.  41.6 FEET
 AV0225'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 685 (SOUTH BROADWAY
 AV0225'STREET) 3.4 FEET NORTH OF A 24 INCH OAK TREE, 50.8 FEET NORTHEAST OF
 AV0225'THE NORTHEAST CORNER OF THE BRICK HIGH SCHOOL BUILDING, 148.0 FEET
 AV0225'EAST OF THE SOUTHEAST CORNER OF A BRICK GYMNASIUM.  SET IN TOP OF A
 AV0225'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 AV0225
 AV0225                          STATION RECOVERY (1974)
 AV0225
 AV0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0225'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AV0225'IN GOOD CONDITION.  A TOWER COULD NOT BE BUILT OVER THE STATION
 AV0225'MARK DUE TO A PAVED DRIVEWAY.  REFERENCE MARK 3 WAS ESTABLISHED
 AV0225'AT THIS TIME AND THE OBSERVATIONS WERE MADE FROM THIS POINT.
 AV0225'A DIFFERENCE OF 10 MINUTES AND 14 SECONDS HIGHER WAS NOTED
 AV0225'IN THE 1931 DIRECTION BETWEEN REFERENCE MARKS 1 AND 2 AND
 AV0225'WAS CHECKED IN THE FIELD.  FOLLOWING IS A COMPLETE AND NEW
 AV0225'DESCRIPTION.
 AV0225'
 AV0225'THE STATION IS LOCATED ON THE GROUNDS OF THE ERATH HIGH SCHOOL
 AV0225'IN ERATH, IN THE SOUTHEAST CORNER OF A GRASSY COVERED AREA
 AV0225'WHICH IS EAST OF THE AUDITORIUM AND ON PROPERTY OF VERMILION
 AV0225'PARISH.
 AV0225'
 AV0225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 AV0225'685 IN ERATH, GO SOUTH ON STATE HIGHWAY 685 FOR 0.1 MILE TO
 AV0225'REFERENCE MARK 1 ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY
 AV0225'685 FOR 0.25 MILE TO THE SCHOOL ON THE RIGHT AND THE STATION.
 AV0225'
 AV0225'THE STATION MARK, A STANDARD DISK STAMPED ERATH 1931, IS SET
 AV0225'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AV0225'GROUND SURFACE.  IT IS 51 FEET NORTHEAST OF THE NORTHEAST CORNER
 AV0225'OF THE SCHOOL BUILDING, 41.5 FEET WEST OF THE CENTER OF STATE
 AV0225'HIGHWAY 685, 23 FEET SOUTH OF A 20-INCH PINE TREE AND 3.3
 AV0225'FEET NORTH OF A 30-INCH LIVE OAK TREE.  THE 1931 DESCRIPTION
 AV0225'STATED THAT AN UNDERGROUND MARK WAS SET.
 AV0225'
 AV0225'REFERENCE MARK 1, A STANDARD DISK STAMPED ERATH NO 1 1931,
 AV0225'IS CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 28
 AV0225'FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE AND BLOCK
 AV0225'BUILDING, 22 FEET SOUTH OF A POWER LINE POLE AND 7.1 FEET WEST OF
 AV0225'THE SOUTHWEST CORNER OF A SMALL BLOCK BUILDING AND 25 FEET
 AV0225'EAST OF THE CENTER OF STATE HIGHWAY 685.
 AV0225'
 AV0225'REFERENCE MARK 2, A STANDARD DISK STAMPED ERATH NO 2 1931,
 AV0225'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AV0225'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 34.5 FEET EAST
 AV0225'OF THE CENTER OF STATE HIGHWAY 685, 22 FEET NORTH OF THE CENTER
 AV0225'OF A DRIVEWAY LEADING TO HOUSE NUMBER 807, 13.4 FEET SOUTH OF
 AV0225'THE CENTER OF DRIVE LEADING TO HOUSE NUMBER 803 AND 7.5 FEET
 AV0225'EAST OF A TELEPHONE POLE.
 AV0225'
 AV0225'REFERENCE MARKS 3 ARE STANDARD DISKS STAMPED ERATH 1931 NO
 AV0225'3 1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AV0225'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 AV0225'IT IS 84 FEET WEST OF THE CENTER OF STATE HIGHWAY 685, 50 FEET
 AV0225'NORTHWEST OF A 20-INCH PINE TREE, 47 FEET NORTH OF A LIGHT
 AV0225'POLE AND 23 FEET SOUTH OF A METALFLAG POLE.  THE UNDERGROUND
 AV0225'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 AV0225'42 INCHES BELOW THE GROUND SURFACE.
 AV0225'
 AV0225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ERATH
 AV0225
 AV0225                          STATION RECOVERY (1974)
 AV0225
 AV0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AV0225'RECOVERED IN GOOD CONDITION.
 AV0225
 AV0225                          STATION RECOVERY (1982)
 AV0225
 AV0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AV0225'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE EXCEPT
 AV0225'NOTE--THE ERATH HIGH SCHOOL IS NOW THE ERATH
 AV0225'ELEMENTARY SCHOOL.
 AV0225
 AV0225                          STATION RECOVERY (1986)
 AV0225
 AV0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0589 ***********************************************************************
 AV0589  DESIGNATION -  ERATH CATHOLIC CHURCH STEEPLE
 AV0589  PID         -  AV0589
 AV0589  STATE/COUNTY-  LA/VERMILION
 AV0589  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0589
 AV0589                         *CURRENT SURVEY CONTROL
 AV0589  ___________________________________________________________________
 AV0589* NAD 83(1992)-  29 57 12.49848(N)    092 02 06.47184(W)     ADJUSTED  
 AV0589* NAVD 88     -                                                        
 AV0589  **This station is located in a subsidence area (see below).
 AV0589  ___________________________________________________________________
 AV0589  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0589  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AV0589
 AV0589  HORZ ORDER  -  THIRD
 AV0589
 AV0589.The horizontal coordinates were established by classical geodetic methods
 AV0589.and adjusted by the National Geodetic Survey in January 1993..
 AV0589
 AV0589 ** The orthometric height has not been validated since last determined
 AV0589 ** by differential leveling and should not be used for control purposes.
 AV0589 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0589 ** area with valid NAVD 88 orthometric heights.
 AV0589 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0589 ** epoch indicated which incorporates improved geoid heights for the
 AV0589 ** Southern Louisiana Subsidence area.
 AV0589 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0589
 AV0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0589
 AV0589.The geoid height was determined by GEOID03.
 AV0589
 AV0589;                    North         East     Units Scale Factor Converg.
 AV0589;SPC LA S     -   161,316.486   932,260.013   MT  0.99992608   -0 21 03.3
 AV0589;SPC LA S     -   529,252.50  3,058,589.73   sFT  0.99992608   -0 21 03.3
 AV0589;UTM  15      - 3,314,021.116   593,104.979   MT  0.99970695   +0 28 54.4
 AV0589
 AV0589                          SUPERSEDED SURVEY CONTROL
 AV0589
 AV0589  NAD 83(1986)-  29 57 12.51915(N)    092 02 06.46531(W) AD(       ) 4
 AV0589  NAD 27      -  29 57 11.79426(N)    092 02 06.01070(W) AD(       ) 3
 AV0589
 AV0589.Superseded values are not recommended for survey control.
 AV0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0589.See file dsdata.txt to determine how the superseded data were derived.
 AV0589
 AV0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9310514021(NAD 83)
 AV0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0589+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 AV0589
 AV0589  HISTORY     - Date     Condition        Report By
 AV0589  HISTORY     - 1931     FIRST OBSERVED   CGS
 AV0589  HISTORY     - 1949     GOOD             CGS
 AV0589  HISTORY     - 1974     GOOD             NGS
 AV0589  HISTORY     - 19950912 GOOD             USPSQD
 AV0589  HISTORY     - 20040203 GOOD             USPSQD
 AV0589  HISTORY     - 20050601 GOOD             USPSQD
 AV0589
 AV0589                          STATION DESCRIPTION
 AV0589
 AV0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AV0589'RECOVERED IN GOOD CONDITION.  THE CORRECT NAME OF THE CHURCH
 AV0589'IS OUR LADY OF LOURDES CATHOLIC CHURCH.
 AV0589'
 AV0589'STATION IS IN THE S PART OF ERATH, ABOUT 0.3 MILE S OF THE
 AV0589'RAILROAD AND STATE HIGHWAY 25, ON THE E SIDE OF THE MAIN
 AV0589'N-S STREET OF TOWN, ACROSS THE STREET FROM THE HIGH SCHOOL.
 AV0589'CHURCH IS A WHITE WOODEN BUILDING FACING W, AND HAS AN OCTAGONAL
 AV0589'LOUVERED BELL TOWER, WITH SMALLER OCTAGONAL LOUVERED BELFRY
 AV0589'ABOVE, AT THE FRONT CENTER.  THE BELFRY IS SURMOUNTED BY AN
 AV0589'OCTAGONAL SPIRE WITH FLARED BASE AND ENLARGED TOP WITH A CROSS
 AV0589'AT THE TIP.  THE CROSS IS ABOUT 75 FEET ABOVE THE GROUND.
 AV0589
 AV0589                          STATION RECOVERY (1974)
 AV0589
 AV0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0589'ERATH CATHOLIC CHURCH STEEPLE WAS RECOVERED IN GOOD CONDITION.
 AV0589'
 AV0589'THE CHURCH IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 AV0589'OF LE BLANC AND BROADWAY STREETS IN ERATH.  THE CHURCH NOW
 AV0589'HAS RED BRICK WALLS.
 AV0589'
 AV0589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ERATH
 AV0589
 AV0589                          STATION RECOVERY (1995)
 AV0589
 AV0589'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0589'RECOVERED IN GOOD CONDITION.
 AV0589
 AV0589                          STATION RECOVERY (2004)
 AV0589
 AV0589'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0589'RECOVERED IN GOOD CONDITION.
 AV0589
 AV0589                          STATION RECOVERY (2005)
 AV0589
 AV0589'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0593 ***********************************************************************
 AV0593  DESIGNATION -  ERATH MUNICIPAL TANK 1974
 AV0593  PID         -  AV0593
 AV0593  STATE/COUNTY-  LA/VERMILION
 AV0593  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0593
 AV0593                         *CURRENT SURVEY CONTROL
 AV0593  ___________________________________________________________________
 AV0593* NAD 83(1992)-  29 57 08.30887(N)    092 01 54.78479(W)     ADJUSTED  
 AV0593* NAVD 88     -                                                        
 AV0593  **This station is located in a subsidence area (see below).
 AV0593  ___________________________________________________________________
 AV0593  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0593  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AV0593
 AV0593  HORZ ORDER  -  THIRD
 AV0593
 AV0593.The horizontal coordinates were established by classical geodetic methods
 AV0593.and adjusted by the National Geodetic Survey in January 1993..
 AV0593
 AV0593 ** The orthometric height has not been validated since last determined
 AV0593 ** by differential leveling and should not be used for control purposes.
 AV0593 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0593 ** area with valid NAVD 88 orthometric heights.
 AV0593 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0593 ** epoch indicated which incorporates improved geoid heights for the
 AV0593 ** Southern Louisiana Subsidence area.
 AV0593 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0593
 AV0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0593
 AV0593.The geoid height was determined by GEOID03.
 AV0593
 AV0593;                    North         East     Units Scale Factor Converg.
 AV0593;SPC LA S     -   161,185.576   932,572.577   MT  0.99992610   -0 20 57.4
 AV0593;SPC LA S     -   528,823.01  3,059,615.20   sFT  0.99992610   -0 20 57.4
 AV0593;UTM  15      - 3,313,894.790   593,419.344   MT  0.99970767   +0 29 00.2
 AV0593
 AV0593                          SUPERSEDED SURVEY CONTROL
 AV0593
 AV0593  NAD 83(1986)-  29 57 08.32916(N)    092 01 54.77824(W) AD(       ) 4
 AV0593  NAD 27      -  29 57 07.58773(N)    092 01 54.33405(W) AD(       ) 3
 AV0593
 AV0593.Superseded values are not recommended for survey control.
 AV0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0593.See file dsdata.txt to determine how the superseded data were derived.
 AV0593
 AV0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9341913895(NAD 83)
 AV0593_MARKER: 53 = ELEVATED TANK
 AV0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0593+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AV0593
 AV0593  HISTORY     - Date     Condition        Report By
 AV0593  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0593  HISTORY     - 19950912 GOOD             USPSQD
 AV0593  HISTORY     - 20040203 GOOD             USPSQD
 AV0593  HISTORY     - 20050601 GOOD             USPSQD
 AV0593
 AV0593                          STATION DESCRIPTION
 AV0593
 AV0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0593'THE STATION IS THE TOP CENTER OF THE VENT ATOP THE ERATH MUNICIPAL
 AV0593'WATER TANK, LOCATED IN EAST EDGE OF ERATH.  THE TANK IS OVAL SHAPED,
 AV0593'SUPPORTED BY 4 LEGS, GREEN IN COLOR, WITH THE LETTERS ERATH IN
 AV0593'BLACK ON THE NORTH AND SOUTH SIDES, AND HAS AN OVERALL HEIGHT OF
 AV0593'ABOUT 150 FEET.  THERE IS A DOUBLE OBSTRUCTION LIGHT ATOP THE TANK,
 AV0593'BUT IT IS NOT CENTERED.
 AV0593'
 AV0593'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 685 IN ERATH, GO
 AV0593'SOUTH ON HIGHWAY 685 (BROADWAY STREET) FOR 0.3 MILE TO A PAVED
 AV0593'STREET LEFT AT SOUTH EDGE OF A CHURCH PARKING LOT.  TURN LEFT AND GO
 AV0593'EAST, THROUGH CEMETERY, FOR 0.1 MILE TO WHERE PAVED STREET TURNS
 AV0593'NORTH.  CONTINUE AHEAD, EAST, ON FIELD ROAD FOR 0.1 MILE TO TANK.
 AV0593
 AV0593                          STATION RECOVERY (1995)
 AV0593
 AV0593'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0593'RECOVERED IN GOOD CONDITION.
 AV0593
 AV0593                          STATION RECOVERY (2004)
 AV0593
 AV0593'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0593'RECOVERED IN GOOD CONDITION.
 AV0593
 AV0593                          STATION RECOVERY (2005)
 AV0593
 AV0593'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0595 ***********************************************************************
 AV0595  DESIGNATION -  ERATH RM 3
 AV0595  PID         -  AV0595
 AV0595  STATE/COUNTY-  LA/VERMILION
 AV0595  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0595
 AV0595                         *CURRENT SURVEY CONTROL
 AV0595  ___________________________________________________________________
 AV0595* NAD 83(1992)-  29 57 09.02720(N)    092 02 09.20113(W)     ADJUSTED  
 AV0595* NAVD 88     -         2.17   (+/-2cm)       7.1  **(feet)  VERTCON   
 AV0595  **This station is located in a subsidence area (see below).
 AV0595  ___________________________________________________________________
 AV0595  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0595  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AV0595
 AV0595  HORZ ORDER  -  FIRST
 AV0595  VERT ORDER  -  THIRD ? (See Below)
 AV0595
 AV0595.The horizontal coordinates were established by classical geodetic methods
 AV0595.and adjusted by the National Geodetic Survey in January 1993..
 AV0595
 AV0595 ** The orthometric height has not been validated since last determined
 AV0595 ** by differential leveling and should not be used for control purposes.
 AV0595 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0595 ** area with valid NAVD 88 orthometric heights.
 AV0595 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0595 ** epoch indicated which incorporates improved geoid heights for the
 AV0595 ** Southern Louisiana Subsidence area.
 AV0595 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0595.The vertical order pertains to the NGVD 29 superseded value.
 AV0595
 AV0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0595
 AV0595.The geoid height was determined by GEOID03.
 AV0595
 AV0595;                    North         East     Units Scale Factor Converg.
 AV0595;SPC LA S     -   161,210.056   932,186.180   MT  0.99992610   -0 21 04.6
 AV0595;SPC LA S     -   528,903.33  3,058,347.49   sFT  0.99992610   -0 21 04.6
 AV0595;UTM  15      - 3,313,913.648   593,032.717   MT  0.99970678   +0 28 53.0
 AV0595
 AV0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0595!SPC LA S     -   1.00000386  x   0.99992610  =   0.99992996
 AV0595!UTM  15      -   1.00000386  x   0.99970678  =   0.99971064
 AV0595
 AV0595|---------------------------------------------------------------------|
 AV0595| PID    Reference Object                     Distance      Geod. Az  |
 AV0595|                                                           dddmmss.s |
 AV0595| AV0227 ERATH RM 1                                         01239     |
 AV0595| AV0589 ERATH CATHOLIC CHURCH STEEPLE       129.541 METERS 03424     |
 AV0595| AV0593 ERATH MUNICIPAL TANK 1974           387.200 METERS 09316     |
 AV0595| AU2634 DELCAMBRE MUNICIPAL TANK            APPROX. 4.3 KM 0943147.0 |
 AV0595| AU2637 DELCAMBRE TEL MAST                  APPROX. 3.7 KM 1041317.7 |
 AV0595| AU2631 AVERY RM 2                          APPROX.13.9 KM 1123436.2 |
 AV0595| AV0226 ERATH RM 2                           39.752 METERS 12354     |
 AV0595| AV0225 ERATH                                19.943 METERS 14842     |
 AV0595| AV0591 DELCAMBRE UNION OIL RAD MAST        APPROX. 7.6 KM 1555646.0 |
 AV0595| AV0599 ERATH S CENTRAL BEL TEL MAST        APPROX. 3.8 KM 1914304.1 |
 AV0595| AV0602 ERATH UNITED GAS MICROWAVE          APPROX. 4.4 KM 2120247.5 |
 AV0595| AV0596 ERATH SUGAR TANK                    290.803 METERS 23039     |
 AV0595| AV0598 ERATH SUGAR STACK                   401.096 METERS 2312510.8 |
 AV0595| AV0621 ABBEVILLE ST MARY MAGD CATH CH      APPROX.10.1 KM 2840537.9 |
 AV0595| AV0604 ABBEVILLE MUNICIPAL TANK            APPROX. 8.6 KM 2852958.8 |
 AV0595|---------------------------------------------------------------------|
 AV0595
 AV0595                          SUPERSEDED SURVEY CONTROL
 AV0595
 AV0595  NAD 83(1986)-  29 57 09.04725(N)    092 02 09.19498(W) AD(       ) 1
 AV0595  NAD 27      -  29 57 08.30608(N)    092 02 08.75142(W) AD(       ) 1
 AV0595  NGVD 29 (07/19/86)    2.18   (m)            7.2    (f) LEVELING    3  
 AV0595
 AV0595.Superseded values are not recommended for survey control.
 AV0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0595.See file dsdata.txt to determine how the superseded data were derived.
 AV0595
 AV0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9303313914(NAD 83)
 AV0595_MARKER: DR = REFERENCE MARK DISK
 AV0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0595
 AV0595  HISTORY     - Date     Condition        Report By
 AV0595  HISTORY     - 1974     MONUMENTED       NGS
 AV0595  HISTORY     - 20040203 GOOD             USPSQD
 AV0595  HISTORY     - 20050601 GOOD             USPSQD
 AV0595
 AV0595                          STATION DESCRIPTION
 AV0595
 AV0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0595'RM 1 IS NOT VISIBLE FROM THE GROUND.
 AV0595'
 AV0595'THE STATION IS LOCATED ON THE GROUNDS OF THE ERATH HIGH SCHOOL IN
 AV0595'ERATH, IN A GRASSY COVERED AREA WHICH IS EAST OF THE AUDITORIUM AND
 AV0595'ON PROPERTY OF VERMILION PARISH.
 AV0595'
 AV0595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 685
 AV0595'IN ERATH, GO SOUTH ON STATE HIGHWAY 685 FOR 0.1 MILE TO REFERENCE
 AV0595'MARK 1 ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 685 FOR 0.25
 AV0595'MILE TO THE SCHOOL ON THE RIGHT AND THE STATION.
 AV0595'
 AV0595'STATION MARKS ARE STANDARD REFERENCE DISKS STAMPED ERATH 1931 NO 3
 AV0595'1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AV0595'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 84 FEET
 AV0595'WEST OF THE CENTER OF STATE HIGHWAY 685, 50 FEET NORTHWEST OF A
 AV0595'20-INCH PINE TREE, 47 FEET NORTH OF A LIGHT POLE AND 23 FEET
 AV0595'SOUTH OF A METAL FLAG POLE.  THE UNDERGROUND DISK IS SET IN THE TOP
 AV0595'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AV0595'SURFACE.
 AV0595'
 AV0595'REFERENCE MARK 1, A STANDARD DISK STAMPED ERATH NO 1 1931, IS
 AV0595'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 28 FEET
 AV0595'NORTH OF THE NORTHWEST CORNER OF A CONCRETE AND BLOCK BUILDING, 25
 AV0595'FEET EAST OF THE CENTER OF STATE HIGHWAY 685, 22 FEET SOUTH OF A
 AV0595'POWER LINE POLE AND 7.1 FEET WEST OF THE SOUHTWEST CORNER OF A SMALL
 AV0595'BLOCK BUILDING.
 AV0595'
 AV0595'REFERENCE MARK 2, A STANDARD DISK STAMPED ERATH NO 2 1931, IS SET IN
 AV0595'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 AV0595'ABOVE THE GROUND SURFACE.  IT IS 34.5 FEET EAST OF THE CENTER OF
 AV0595'STATE HIGHWAY 685, 22 FEET NORTH OF THE CENTER OF A DRIVEWAY
 AV0595'LEADING TO HOUSE NUMBER 807, 13.4 FEET SOUTH OF THE CENTER OF DRIVE
 AV0595'LEADING TO HOUSE NUMBER 803 AND 7.5 FEET EAST OF A TELEPHONE POLE.
 AV0595'
 AV0595'ERATH 1931, A STANDARD STATION MARK DISK STAMPED ERATH 1931, IS SET
 AV0595'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AV0595'GROUND SURFACE.  IT IS 51 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AV0595'THE SCHOOL BUILDING, 41.5 FEET WEST OF THE CENTER OF STATE HIGHWAY
 AV0595'685, 23 FEET SOUTH OF A 20-INCH PINE TREE AND 3.3 FEET NORTH OF A
 AV0595'30-INCH LIVE OAK TREE.
 AV0595'
 AV0595'NEAREST TOWN--ERATH.
 AV0595'
 AV0595'HEIGHT OF LIGHT ABOVE STATION MARK 33.4 METERS.
 AV0595
 AV0595                          STATION RECOVERY (2004)
 AV0595
 AV0595'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0595'RECOVERED IN GOOD CONDITION.
 AV0595
 AV0595                          STATION RECOVERY (2005)
 AV0595
 AV0595'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0599 ***********************************************************************
 AV0599  DESIGNATION -  ERATH S CENTRAL BEL TEL MAST
 AV0599  PID         -  AV0599
 AV0599  STATE/COUNTY-  LA/VERMILION
 AV0599  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0599
 AV0599                         *CURRENT SURVEY CONTROL
 AV0599  ___________________________________________________________________
 AV0599* NAD 83(1992)-  29 55 07.46006(N)    092 02 38.14614(W)     ADJUSTED  
 AV0599* NAVD 88     -                                                        
 AV0599  **This station is located in a subsidence area (see below).
 AV0599  ___________________________________________________________________
 AV0599  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AV0599  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AV0599
 AV0599  HORZ ORDER  -  THIRD
 AV0599
 AV0599.The horizontal coordinates were established by classical geodetic methods
 AV0599.and adjusted by the National Geodetic Survey in January 1993..
 AV0599
 AV0599 ** The orthometric height has not been validated since last determined
 AV0599 ** by differential leveling and should not be used for control purposes.
 AV0599 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0599 ** area with valid NAVD 88 orthometric heights.
 AV0599 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0599 ** epoch indicated which incorporates improved geoid heights for the
 AV0599 ** Southern Louisiana Subsidence area.
 AV0599 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0599
 AV0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0599
 AV0599.The geoid height was determined by GEOID03.
 AV0599
 AV0599;                    North         East     Units Scale Factor Converg.
 AV0599;SPC LA S     -   157,471.888   931,386.895   MT  0.99992677   -0 21 19.1
 AV0599;SPC LA S     -   516,639.02  3,055,725.17   sFT  0.99992677   -0 21 19.1
 AV0599;UTM  15      - 3,310,165.090   592,287.990   MT  0.99970508   +0 28 36.8
 AV0599
 AV0599                          SUPERSEDED SURVEY CONTROL
 AV0599
 AV0599  NAD 83(1986)-  29 55 07.48085(N)    092 02 38.13941(W) AD(       ) 4
 AV0599  NAD 27      -  29 55 06.73714(N)    092 02 37.69414(W) AD(       ) 3
 AV0599
 AV0599.Superseded values are not recommended for survey control.
 AV0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0599.See file dsdata.txt to determine how the superseded data were derived.
 AV0599
 AV0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9228810165(NAD 83)
 AV0599_MARKER: 42 = RADIO/TV MAST
 AV0599
 AV0599  HISTORY     - Date     Condition        Report By
 AV0599  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0599  HISTORY     - 19950912 GOOD             USPSQD
 AV0599
 AV0599                          STATION DESCRIPTION
 AV0599
 AV0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0599'THE STATION IS THE TOP CENTER OF THE POLE ATOP THE ERATH, SOUTH
 AV0599'CENTRAL BELL TELEPHONE COMPANY, KKI 455 MAST, LOCATED ABOUT 3 MILES
 AV0599'SOUTH OF ERATH AND 6-1/4 MILES SOUTHEAST OF ABBEVILLE.  THE MAST IS
 AV0599'A TRIANGULAR STEEL STRUTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED
 AV0599'AND WHITE, HAS ABOUT A 40 FOOT POLE ATOP THE TRIANGULAR
 AV0599'STRUCTURE, AND HAS AN OVERALL HEIGHT OF 221 FEET.
 AV0599'
 AV0599'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 331 IN ERATH, GO
 AV0599'SOUTHERLY ON HIGHWAY 331 FOR 3.0 MILES TO A 3-WAY FORK.  TAKE THE
 AV0599'EXTREME LEFT FORK AND GO EAST ON PAVED ROAD FOR 0.75 MILE TO
 AV0599'STATION ON THE RIGHT.
 AV0599
 AV0599                          STATION RECOVERY (1995)
 AV0599
 AV0599'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0598 ***********************************************************************
 AV0598  DESIGNATION -  ERATH SUGAR STACK
 AV0598  PID         -  AV0598
 AV0598  STATE/COUNTY-  LA/VERMILION
 AV0598  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0598
 AV0598                         *CURRENT SURVEY CONTROL
 AV0598  ___________________________________________________________________
 AV0598* NAD 83(1992)-  29 57 00.90393(N)    092 02 20.89420(W)     ADJUSTED  
 AV0598* NAVD 88     -                                                        
 AV0598  **This station is located in a subsidence area (see below).
 AV0598  ___________________________________________________________________
 AV0598  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0598  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AV0598
 AV0598  HORZ ORDER  -  THIRD
 AV0598
 AV0598.The horizontal coordinates were established by classical geodetic methods
 AV0598.and adjusted by the National Geodetic Survey in January 1993..
 AV0598
 AV0598 ** The orthometric height has not been validated since last determined
 AV0598 ** by differential leveling and should not be used for control purposes.
 AV0598 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0598 ** area with valid NAVD 88 orthometric heights.
 AV0598 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0598 ** epoch indicated which incorporates improved geoid heights for the
 AV0598 ** Southern Louisiana Subsidence area.
 AV0598 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0598
 AV0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0598
 AV0598.The geoid height was determined by GEOID03.
 AV0598
 AV0598;                    North         East     Units Scale Factor Converg.
 AV0598;SPC LA S     -   160,961.873   931,871.125   MT  0.99992613   -0 21 10.5
 AV0598;SPC LA S     -   528,089.08  3,057,313.85   sFT  0.99992613   -0 21 10.5
 AV0598;UTM  15      - 3,313,660.969   592,721.371   MT  0.99970607   +0 28 47.1
 AV0598
 AV0598                          SUPERSEDED SURVEY CONTROL
 AV0598
 AV0598  NAD 83(1986)-  29 57 00.92475(N)    092 02 20.88705(W) AD(       ) 4
 AV0598  NAD 27      -  29 57 00.18313(N)    092 02 20.44224(W) AD(       ) 3
 AV0598
 AV0598.Superseded values are not recommended for survey control.
 AV0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0598.See file dsdata.txt to determine how the superseded data were derived.
 AV0598
 AV0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9272113661(NAD 83)
 AV0598_MARKER: 63 = STACK
 AV0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0598+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 AV0598
 AV0598  HISTORY     - Date     Condition        Report By
 AV0598  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0598  HISTORY     - 19950912 GOOD             USPSQD
 AV0598  HISTORY     - 20040203 GOOD             USPSQD
 AV0598  HISTORY     - 20050601 GOOD             USPSQD
 AV0598
 AV0598                          STATION DESCRIPTION
 AV0598
 AV0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0598'THE STATION IS THE TOP CENTER OF THE ERATH SUGAR COMPANY STACK,
 AV0598'LOCATED IN THE SOUTH EDGE OF ERATH.  THE STACK IS A TALL WHITE
 AV0598'STRUCTURE WITH BLACK CIRCLES NEAR THE TOP AND AN OVERALL HEIGHT OF
 AV0598'ABOUT 200 FEET.
 AV0598'
 AV0598'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 331 IN ERATH, GO
 AV0598'SOUTHERLY ON HIGHWAY 331 FOR 0.5 MILE TO THE MILL AND STACK ON THE
 AV0598'LEFT ABOUT 50 YARDS SOUTHWEST OF THE WATER TANK.
 AV0598'
 AV0598'NOTE--THE MILL IS NOT IN OPERATION AT THIS TIME.
 AV0598
 AV0598                          STATION RECOVERY (1995)
 AV0598
 AV0598'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0598'RECOVERED IN GOOD CONDITION.
 AV0598
 AV0598                          STATION RECOVERY (2004)
 AV0598
 AV0598'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0598'RECOVERED IN GOOD CONDITION.
 AV0598
 AV0598                          STATION RECOVERY (2005)
 AV0598
 AV0598'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0596 ***********************************************************************
 AV0596  DESIGNATION -  ERATH SUGAR TANK
 AV0596  PID         -  AV0596
 AV0596  STATE/COUNTY-  LA/VERMILION
 AV0596  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0596
 AV0596                         *CURRENT SURVEY CONTROL
 AV0596  ___________________________________________________________________
 AV0596* NAD 83(1992)-  29 57 03.03814(N)    092 02 17.58640(W)     ADJUSTED  
 AV0596* NAVD 88     -                                                        
 AV0596  **This station is located in a subsidence area (see below).
 AV0596  ___________________________________________________________________
 AV0596  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0596  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AV0596
 AV0596  HORZ ORDER  -  THIRD
 AV0596
 AV0596.The horizontal coordinates were established by classical geodetic methods
 AV0596.and adjusted by the National Geodetic Survey in January 1993..
 AV0596
 AV0596 ** The orthometric height has not been validated since last determined
 AV0596 ** by differential leveling and should not be used for control purposes.
 AV0596 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0596 ** area with valid NAVD 88 orthometric heights.
 AV0596 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0596 ** epoch indicated which incorporates improved geoid heights for the
 AV0596 ** Southern Louisiana Subsidence area.
 AV0596 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0596
 AV0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0596
 AV0596.The geoid height was determined by GEOID03.
 AV0596
 AV0596;                    North         East     Units Scale Factor Converg.
 AV0596;SPC LA S     -   161,027.038   931,960.220   MT  0.99992612   -0 21 08.8
 AV0596;SPC LA S     -   528,302.87  3,057,606.16   sFT  0.99992612   -0 21 08.8
 AV0596;UTM  15      - 3,313,727.407   592,809.490   MT  0.99970627   +0 28 48.8
 AV0596
 AV0596                          SUPERSEDED SURVEY CONTROL
 AV0596
 AV0596  NAD 83(1986)-  29 57 03.05911(N)    092 02 17.57923(W) AD(       ) 4
 AV0596  NAD 27      -  29 57 02.31840(N)    092 02 17.13531(W) AD(       ) 3
 AV0596
 AV0596.Superseded values are not recommended for survey control.
 AV0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0596.See file dsdata.txt to determine how the superseded data were derived.
 AV0596
 AV0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9280913727(NAD 83)
 AV0596_MARKER: 53 = ELEVATED TANK
 AV0596
 AV0596  HISTORY     - Date     Condition        Report By
 AV0596  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0596  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 AV0596  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AV0596  HISTORY     - 20050601 MARK NOT FOUND   USPSQD
 AV0596
 AV0596                          STATION DESCRIPTION
 AV0596
 AV0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0596'THE STATION IS THE CENTER OF THE BALL ATOP THE ERATH SUGAR COMPANY
 AV0596'WATER TANK, LOCATED IN THE SOUTH EDGE OF ERATH.  THE TANK IS
 AV0596'CONICAL SHAPED, SUPPORTED BY 4 STEEL LEGS, HAS THE LETTERS ERATH
 AV0596'SUGAR CO LTD IN BLACK ON THE NORTH AND SOUTH SIDES AND IS ABOUT
 AV0596'135 FEET HIGH.
 AV0596'
 AV0596'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 331 IN ERATH, GO
 AV0596'SOUTHERLY ON HIGHWAY 331 FOR 0.5 MILE TO THE MILL AND STATION ON THE
 AV0596'LEFT ABOUT 50 YARDS NORTHEAST OF THE TALL STACK.
 AV0596'
 AV0596'NOTE--THE MILL IS NOT IN OPERATION AT THIS TIME.
 AV0596
 AV0596                          STATION RECOVERY (1995)
 AV0596
 AV0596'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0596'MARK NOT FOUND.
 AV0596
 AV0596                          STATION RECOVERY (2004)
 AV0596
 AV0596'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0596'MARK NOT FOUND.
 AV0596
 AV0596                          STATION RECOVERY (2005)
 AV0596
 AV0596'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0602 ***********************************************************************
 AV0602  DESIGNATION -  ERATH UNITED GAS MICROWAVE
 AV0602  PID         -  AV0602
 AV0602  STATE/COUNTY-  LA/VERMILION
 AV0602  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0602
 AV0602                         *CURRENT SURVEY CONTROL
 AV0602  ___________________________________________________________________
 AV0602* NAD 83(1992)-  29 55 08.63401(N)    092 03 35.71202(W)     ADJUSTED  
 AV0602* NAVD 88     -                                                        
 AV0602  **This station is located in a subsidence area (see below).
 AV0602  ___________________________________________________________________
 AV0602  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AV0602  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AV0602
 AV0602  HORZ ORDER  -  THIRD
 AV0602
 AV0602.The horizontal coordinates were established by classical geodetic methods
 AV0602.and adjusted by the National Geodetic Survey in January 1993..
 AV0602
 AV0602 ** The orthometric height has not been validated since last determined
 AV0602 ** by differential leveling and should not be used for control purposes.
 AV0602 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0602 ** area with valid NAVD 88 orthometric heights.
 AV0602 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0602 ** epoch indicated which incorporates improved geoid heights for the
 AV0602 ** Southern Louisiana Subsidence area.
 AV0602 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0602
 AV0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0602
 AV0602.The geoid height was determined by GEOID03.
 AV0602
 AV0602;                    North         East     Units Scale Factor Converg.
 AV0602;SPC LA S     -   157,517.716   929,843.146   MT  0.99992676   -0 21 47.9
 AV0602;SPC LA S     -   516,789.37  3,050,660.39   sFT  0.99992676   -0 21 47.9
 AV0602;UTM  15      - 3,310,188.485   590,744.084   MT  0.99970159   +0 28 08.1
 AV0602
 AV0602                          SUPERSEDED SURVEY CONTROL
 AV0602
 AV0602  NAD 83(1986)-  29 55 08.65435(N)    092 03 35.70486(W) AD(       ) 4
 AV0602  NAD 27      -  29 55 07.91097(N)    092 03 35.25726(W) AD(       ) 3
 AV0602
 AV0602.Superseded values are not recommended for survey control.
 AV0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0602.See file dsdata.txt to determine how the superseded data were derived.
 AV0602
 AV0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9074410188(NAD 83)
 AV0602_MARKER: 44 = MICROWAVE MAST
 AV0602
 AV0602  HISTORY     - Date     Condition        Report By
 AV0602  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0602  HISTORY     - 19950912 GOOD             USPSQD
 AV0602
 AV0602                          STATION DESCRIPTION
 AV0602
 AV0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0602'THE STATION IS THE TOP CENTER OF THE ERATH UNITED GAS PIPELINE
 AV0602'COMPANY MICRO-WAVE KRH 492 MAST, LOCATED ABOUT 2.9 MILES
 AV0602'SOUTH-SOUTHWEST OF ERATH AND 5.5 MILES SOUTHEAST OF ABBEVILLE, AND
 AV0602'OWNED BY ERATH UNITED GAS PIPELINE COMPANY.  THE MAST IS A
 AV0602'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED
 AV0602'AND WHITE, AND HAS AN OVERALL HEIGHT OF 255 FEET.
 AV0602'
 AV0602'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 331 IN ERATH, GO
 AV0602'SOUTHERLY ON HIGHWAY 331 FOR 2.95 MILES TO ENTRANCE TO PLANT ON
 AV0602'RIGHT AND STATION ABOUT 0.1 MILE SOUTHWEST OF THIS ENTRANCE.
 AV0602
 AV0602                          STATION RECOVERY (1995)
 AV0602
 AV0602'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0852 ***********************************************************************
 AV0852  DESIGNATION -  ERON
 AV0852  PID         -  AV0852
 AV0852  STATE/COUNTY-  LA/CAMERON
 AV0852  USGS QUAD   -  F-R RANCH (1982)
 AV0852
 AV0852                         *CURRENT SURVEY CONTROL
 AV0852  ___________________________________________________________________
 AV0852* NAD 83(1992)-  29 57 51.86109(N)    093 31 44.35272(W)     ADJUSTED  
 AV0852* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0852  **This station is located in a subsidence area (see below).
 AV0852  ___________________________________________________________________
 AV0852  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AV0852  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AV0852
 AV0852  HORZ ORDER  -  THIRD
 AV0852
 AV0852.The horizontal coordinates were established by classical geodetic methods
 AV0852.and adjusted by the National Geodetic Survey in January 1993..
 AV0852
 AV0852 ** The orthometric height has not been validated since last determined
 AV0852 ** by differential leveling and should not be used for control purposes.
 AV0852 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0852 ** area with valid NAVD 88 orthometric heights.
 AV0852 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0852 ** epoch indicated which incorporates improved geoid heights for the
 AV0852 ** Southern Louisiana Subsidence area.
 AV0852 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0852.The orthometric height was scaled from a topographic map.
 AV0852
 AV0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0852
 AV0852.The geoid height was determined by GEOID03.
 AV0852
 AV0852;                    North         East     Units Scale Factor Converg.
 AV0852;SPC LA S     -   164,351.182   788,102.657   MT  0.99992595   -1 05 52.3
 AV0852;SPC LA S     -   539,208.84  2,585,633.47   sFT  0.99992595   -1 05 52.3
 AV0852;UTM  15      - 3,314,958.922   448,961.878   MT  0.99963214   -0 15 51.2
 AV0852
 AV0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0852!SPC LA S     -   1.00000396  x   0.99992595  =   0.99992991
 AV0852!UTM  15      -   1.00000396  x   0.99963214  =   0.99963610
 AV0852
 AV0852:                Primary Azimuth Mark                     Grid Az
 AV0852:SPC LA S     -  CHINA                                    091 12 08.3
 AV0852:UTM  15      -  CHINA                                    090 22 07.2
 AV0852
 AV0852|---------------------------------------------------------------------|
 AV0852| PID    Reference Object                     Distance      Geod. Az  |
 AV0852|                                                           dddmmss.s |
 AV0852| AV0834 CHINA                               APPROX.11.9 KM 0900616.0 |
 AV0852| CV9776 ERON RM                              51.694 METERS 27147     |
 AV0852|---------------------------------------------------------------------|
 AV0852
 AV0852                          SUPERSEDED SURVEY CONTROL
 AV0852
 AV0852  NAD 83(1986)-  29 57 51.88525(N)    093 31 44.33901(W) AD(       ) 3
 AV0852  NAD 27      -  29 57 51.12000(N)    093 31 43.75000(W) AD(       ) 3
 AV0852
 AV0852.Superseded values are not recommended for survey control.
 AV0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0852.See file dsdata.txt to determine how the superseded data were derived.
 AV0852
 AV0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4896214959(NAD 83)
 AV0852_MARKER: DD = SURVEY DISK
 AV0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0852
 AV0852  HISTORY     - Date     Condition        Report By
 AV0852  HISTORY     - 1933     MONUMENTED       USGS
 AV0852  HISTORY     - 1968     GOOD             CITGO
 AV0852  HISTORY     - 1969     GOOD             LOCENG
 AV0852
 AV0852                          STATION DESCRIPTION
 AV0852
 AV0852'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JCB)
 AV0852'ABOUT 7.25 MILES W ALONG STARKS N CANAL FROM THE FIRST BEND
 AV0852'IN THIS CANAL TO THE S.  5.7 MILES N OF STARKS CLUBHOUSE
 AV0852'AND OPPOSITE THE CENTER OF A T-CANAL S TO THE CLUBHOUSE.
 AV0852'
 AV0852'STATION IS ON THE SPOIL BANK ON THE N SIDE OF THE CANAL, 9.8
 AV0852'METERS N OF CENTER LINE OF CANAL, 42 METERS W OF E END AND
 AV0852'34.4 METERS E OF THE W END OF A SMALL TRIANGULAR ISLAND CREATED
 AV0852'BY THE T-JUNCTION OF THE TWO CANALS AND THE Y-TURNOUT.
 AV0852'
 AV0852'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0852'IN THE TOPS OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0852'
 AV0852'THIS STATION WAS OBSERVED UPON BUT NOT OCCUPIED.
 AV0852'
 AV0852'REFERENCE MARK NO. 1 IS N 88 DEG 12 MIN W.
 AV0852
 AV0852                          STATION RECOVERY (1968)
 AV0852
 AV0852'RECOVERY NOTE BY CITIES SERVICE COMPANY 1968
 AV0852'STATION IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 AV0852'REFERENCE MARK WAS NOT SEARCHED FOR.
 AV0852
 AV0852                          STATION RECOVERY (1969)
 AV0852
 AV0852'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 AV0852'RECOVERED BY PAN AM PETROLEUM CORP.
 AV0852'
 AV0852'STATION AND R.M. 1 RECOVERED BUT STATION IS LEANING TO THE
 AV0852'EAST ABOUT 3 IN.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2825 ***********************************************************************
 CQ2825  DESIGNATION -  EROS MUN TANK
 CQ2825  PID         -  CQ2825
 CQ2825  STATE/COUNTY-  LA/JACKSON
 CQ2825  USGS QUAD   -  EROS (1982)
 CQ2825
 CQ2825                         *CURRENT SURVEY CONTROL
 CQ2825  ___________________________________________________________________
 CQ2825* NAD 83(1992)-  32 23 39.19015(N)    092 25 14.79382(W)     ADJUSTED  
 CQ2825* NAVD 88     -                                                        
 CQ2825  ___________________________________________________________________
 CQ2825  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CQ2825  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2825
 CQ2825  HORZ ORDER  -  THIRD
 CQ2825
 CQ2825.The horizontal coordinates were established by classical geodetic methods
 CQ2825.and adjusted by the National Geodetic Survey in January 1993..
 CQ2825
 CQ2825
 CQ2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2825
 CQ2825.The geoid height was determined by GEOID03.
 CQ2825
 CQ2825;                    North         East     Units Scale Factor Converg.
 CQ2825;SPC LA N     -   210,027.130 1,007,453.532   MT  0.99994922   +0 02 30.8
 CQ2825;SPC LA N     -   689,064.01  3,305,287.13   sFT  0.99994922   +0 02 30.8
 CQ2825;UTM  15      - 3,584,280.835   554,475.814   MT  0.99963659   +0 18 37.2
 CQ2825
 CQ2825                          SUPERSEDED SURVEY CONTROL
 CQ2825
 CQ2825  NAD 83(1986)-  32 23 39.20369(N)    092 25 14.78506(W) AD(       ) 4
 CQ2825  NAD 27      -  32 23 38.66173(N)    092 25 14.26856(W) AD(       ) 3
 CQ2825
 CQ2825.Superseded values are not recommended for survey control.
 CQ2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2825.See file dsdata.txt to determine how the superseded data were derived.
 CQ2825
 CQ2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5447684281(NAD 83)
 CQ2825_MARKER: 53 = ELEVATED TANK
 CQ2825
 CQ2825  HISTORY     - Date     Condition        Report By
 CQ2825  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2825  HISTORY     - 1990     GOOD             USPSQD
 CQ2825  HISTORY     - 1991     GOOD             USPSQD
 CQ2825
 CQ2825                          STATION DESCRIPTION
 CQ2825
 CQ2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2825'STATION IS THE STEEL BALL AT TOP-CENTER OF THE EROS MUNICIPAL
 CQ2825'WATER TANK WHICH IS AN OVAL SHAPED STEEL TANK, 110 FEET IN
 CQ2825'HEIGHT, SILVER IN COLOR WITH EROS PRINTED ON THE SIDE OF THE
 CQ2825'TANK IN BLACK LETTERS.  SUPPORTED BY 3 TUBULAR TYPE STEEL LEGS.
 CQ2825'
 CQ2825'LOCATED IN THE NORTHWEST SECTION OF EROS, IN THE SOUTHEAST ANGLE
 CQ2825'OF THE JUNCTION OF STATE HIGHWAYS 34 AND 148, 40 FEET SOUTHWEST
 CQ2825'OF HIGHWAY 148 AND 300 FEET SOUTHEAST OF HIGHWAY 34.
 CQ2825
 CQ2825                          STATION RECOVERY (1990)
 CQ2825
 CQ2825'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2825'RECOVERED IN GOOD CONDITION.
 CQ2825
 CQ2825                          STATION RECOVERY (1991)
 CQ2825
 CQ2825'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1576 ***********************************************************************
 BX1576  DESIGNATION -  ES 10 USGS
 BX1576  PID         -  BX1576
 BX1576  STATE/COUNTY-  LA/WINN
 BX1576  USGS QUAD   -  PACKTON (1984)
 BX1576
 BX1576                         *CURRENT SURVEY CONTROL
 BX1576  ___________________________________________________________________
 BX1576* NAD 83(1986)-  31 52 22.     (N)    092 31 32.     (W)     SCALED    
 BX1576* NAVD 88     -        23.18   (+/-2cm)      76.0    (feet)  VERTCON   
 BX1576  ___________________________________________________________________
 BX1576  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1576
 BX1576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1576
 BX1576.The horizontal coordinates were scaled from a topographic map and have
 BX1576.an estimated accuracy of +/- 6 seconds.
 BX1576
 BX1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1576.The vertical order pertains to the NGVD 29 superseded value.
 BX1576
 BX1576.The geoid height was determined by GEOID03.
 BX1576
 BX1576;                    North         East    Units  Estimated Accuracy
 BX1576;SPC LA N     -   152,210.      997,580.      MT  (+/- 180 meters Scaled)
 BX1576
 BX1576                          SUPERSEDED SURVEY CONTROL
 BX1576
 BX1576  NGVD 29 (??/??/??)   23.198  (m)           76.11   (f) ADJUSTED    2 0
 BX1576
 BX1576.Superseded values are not recommended for survey control.
 BX1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1576.See file dsdata.txt to determine how the superseded data were derived.
 BX1576
 BX1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR448264(NAD 83)
 BX1576_MARKER: DD = SURVEY DISK
 BX1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1576_STAMPING: ES 10 1948
 BX1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1576+STABILITY: SURFACE MOTION
 BX1576
 BX1576  HISTORY     - Date     Condition        Report By
 BX1576  HISTORY     - 1948     MONUMENTED       USGS
 BX1576  HISTORY     - 1950     GOOD             CGS
 BX1576
 BX1576                          STATION DESCRIPTION
 BX1576
 BX1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1576'8.55 MI NW FROM ZION.
 BX1576'7.45 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE JUNCTION OF
 BX1576'STATE HIGHWAY 232 WITH STATE HIGHWAY 108 AT ZION, THENCE 1.1 MILES
 BX1576'NORTH ALONG A DIRT ROAD.  58.2 FEET SOUTHWEST OF THE SOUTH END OF THE
 BX1576'WEST STEEL RAILING OF A STEEL BRIDGE OVER DUDGEMONA RIVER, 37 FEET
 BX1576'SOUTH OF THE SOUTH BANK OF THE DUDGEMONA RIVER, 30 FEET WEST OF THE
 BX1576'CENTER LINE OF THE ROAD, 10.9 FEET NORTHEAST OF AN 8-INCH PINE TREE
 BX1576'WITH A TRIANGULAR BLAZE, AND SET IN THE TOP OF A CONCRETE POST
 BX1576'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1584 ***********************************************************************
 BX1584  DESIGNATION -  ES 11 USGS
 BX1584  PID         -  BX1584
 BX1584  STATE/COUNTY-  LA/WINN
 BX1584  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1584
 BX1584                         *CURRENT SURVEY CONTROL
 BX1584  ___________________________________________________________________
 BX1584* NAD 83(1986)-  31 56 50.     (N)    092 30 21.     (W)     SCALED    
 BX1584* NAVD 88     -        61.85   (+/-2cm)     202.9    (feet)  VERTCON   
 BX1584  ___________________________________________________________________
 BX1584  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX1584
 BX1584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1584
 BX1584.The horizontal coordinates were scaled from a topographic map and have
 BX1584.an estimated accuracy of +/- 6 seconds.
 BX1584
 BX1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1584.The vertical order pertains to the NGVD 29 superseded value.
 BX1584
 BX1584.The geoid height was determined by GEOID03.
 BX1584
 BX1584;                    North         East    Units  Estimated Accuracy
 BX1584;SPC LA N     -   160,460.      999,450.      MT  (+/- 180 meters Scaled)
 BX1584
 BX1584                          SUPERSEDED SURVEY CONTROL
 BX1584
 BX1584  NGVD 29 (??/??/??)   61.873  (m)          203.00   (f) ADJUSTED    2 0
 BX1584
 BX1584.Superseded values are not recommended for survey control.
 BX1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1584.See file dsdata.txt to determine how the superseded data were derived.
 BX1584
 BX1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR467346(NAD 83)
 BX1584_MARKER: DD = SURVEY DISK
 BX1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1584_STAMPING: 203 ES11 1948
 BX1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1584+STABILITY: SURFACE MOTION
 BX1584
 BX1584  HISTORY     - Date     Condition        Report By
 BX1584  HISTORY     - 1948     MONUMENTED       USGS
 BX1584  HISTORY     - 1950     GOOD             CGS
 BX1584  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1584
 BX1584                          STATION DESCRIPTION
 BX1584
 BX1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1584'11.5 MI NE FROM WINNFIELD.
 BX1584'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX1584'WINNFIELD, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 6, THENCE 2.6
 BX1584'MILES NORTH ALONG A DIRT ROAD.  AT A ROAD JUNCTION, 50 FEET NORTHEAST
 BX1584'OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST, 18 FEET
 BX1584'NORTHWEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 1.6 FEET
 BX1584'SOUTH OF A REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST
 BX1584'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX1584
 BX1584                          STATION RECOVERY (1981)
 BX1584
 BX1584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1581 ***********************************************************************
 BX1581  DESIGNATION -  ES 13 USGS
 BX1581  PID         -  BX1581
 BX1581  STATE/COUNTY-  LA/WINN
 BX1581  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1581
 BX1581                         *CURRENT SURVEY CONTROL
 BX1581  ___________________________________________________________________
 BX1581* NAD 83(1986)-  31 57 45.     (N)    092 30 47.     (W)     SCALED    
 BX1581* NAVD 88     -        59.81   (+/-2cm)     196.2    (feet)  VERTCON   
 BX1581  ___________________________________________________________________
 BX1581  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX1581
 BX1581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1581
 BX1581.The horizontal coordinates were scaled from a topographic map and have
 BX1581.an estimated accuracy of +/- 6 seconds.
 BX1581
 BX1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1581.The vertical order pertains to the NGVD 29 superseded value.
 BX1581
 BX1581.The geoid height was determined by GEOID03.
 BX1581
 BX1581;                    North         East    Units  Estimated Accuracy
 BX1581;SPC LA N     -   162,160.      998,770.      MT  (+/- 180 meters Scaled)
 BX1581
 BX1581                          SUPERSEDED SURVEY CONTROL
 BX1581
 BX1581  NGVD 29 (??/??/??)   59.834  (m)          196.31   (f) ADJUSTED    2 0
 BX1581
 BX1581.Superseded values are not recommended for survey control.
 BX1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1581.See file dsdata.txt to determine how the superseded data were derived.
 BX1581
 BX1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR460363(NAD 83)
 BX1581_MARKER: DD = SURVEY DISK
 BX1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1581_STAMPING: 196 ES13 1948
 BX1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1581+STABILITY: SURFACE MOTION
 BX1581
 BX1581  HISTORY     - Date     Condition        Report By
 BX1581  HISTORY     - 1948     MONUMENTED       USGS
 BX1581  HISTORY     - 1950     GOOD             CGS
 BX1581  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1581
 BX1581                          STATION DESCRIPTION
 BX1581
 BX1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1581'8.0 MI NE FROM WINNFIELD.
 BX1581'6.2 MILES NORTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 BX1581'STATION AT WINNFIELD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD,
 BX1581'THENCE 1.4 MILES EAST ALONG A GRADED DIRT ROAD.  AT THE JUNCTION OF A
 BX1581'WOODS TRAIL LEADING SOUTHEAST, 34.0 FEET NORTHEAST OF THE CENTER LINE
 BX1581'OF THE WOODS TRAIL LEADING SOUTHEAST, 17.0 FEET NORTH OF THE CENTER
 BX1581'LINE OF THE ROAD, 5.3 FEET WEST OF A 10-INCH BLAZED PINE TREE AND SET
 BX1581'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BX1581
 BX1581                          STATION RECOVERY (1981)
 BX1581
 BX1581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1620 ***********************************************************************
 BX1620  DESIGNATION -  ES 14 USGS
 BX1620  PID         -  BX1620
 BX1620  STATE/COUNTY-  LA/WINN
 BX1620  USGS QUAD   -  ATLANTA (1984)
 BX1620
 BX1620                         *CURRENT SURVEY CONTROL
 BX1620  ___________________________________________________________________
 BX1620* NAD 83(1986)-  31 45 51.     (N)    092 37 37.     (W)     SCALED    
 BX1620* NAVD 88     -        56.88   (+/-2cm)     186.6    (feet)  VERTCON   
 BX1620  ___________________________________________________________________
 BX1620  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1620
 BX1620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1620
 BX1620.The horizontal coordinates were scaled from a topographic map and have
 BX1620.an estimated accuracy of +/- 6 seconds.
 BX1620
 BX1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1620.The vertical order pertains to the NGVD 29 superseded value.
 BX1620
 BX1620.The geoid height was determined by GEOID03.
 BX1620
 BX1620;                    North         East    Units  Estimated Accuracy
 BX1620;SPC LA N     -   140,170.      987,980.      MT  (+/- 180 meters Scaled)
 BX1620
 BX1620                          SUPERSEDED SURVEY CONTROL
 BX1620
 BX1620  NGVD 29 (??/??/??)   56.899  (m)          186.68   (f) ADJUSTED    2 0
 BX1620
 BX1620.Superseded values are not recommended for survey control.
 BX1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1620.See file dsdata.txt to determine how the superseded data were derived.
 BX1620
 BX1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR353143(NAD 83)
 BX1620_MARKER: DD = SURVEY DISK
 BX1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1620_STAMPING: ES 14 187 1948
 BX1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1620+STABILITY: SURFACE MOTION
 BX1620
 BX1620  HISTORY     - Date     Condition        Report By
 BX1620  HISTORY     - 1948     MONUMENTED       USGS
 BX1620  HISTORY     - 1949     GOOD             CGS
 BX1620
 BX1620                          STATION DESCRIPTION
 BX1620
 BX1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1620'7.3 MI SW FROM PACKTON.
 BX1620'4.4 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1620'ARKANSAS RAILROAD STATION AT PACKTON, THENCE 2.9 MILES SOUTH ALONG
 BX1620'STATE HIGHWAY 786, ON THE EXTENDED CENTER LINE OF A T ROAD LEADING
 BX1620'EAST, 26 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 786, 19
 BX1620'FEET SOUTH OF THE CENTER LINE OF A TIMBER ROAD LEADING WEST, 2.0 FEET
 BX1620'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX1620'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2522 ***********************************************************************
 BK2522  DESIGNATION -  ES 28
 BK2522  PID         -  BK2522
 BK2522  STATE/COUNTY-  LA/BEAUREGARD
 BK2522  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2522
 BK2522                         *CURRENT SURVEY CONTROL
 BK2522  ___________________________________________________________________
 BK2522* NAD 83(1986)-  30 43 07.     (N)    093 33 39.     (W)     SCALED    
 BK2522* NAVD 88     -        27.018  (meters)      88.64   (feet)  ADJUSTED  
 BK2522  ___________________________________________________________________
 BK2522  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2522  DYNAMIC HT  -          26.983 (meters)      88.53  (feet)  COMP
 BK2522  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 BK2522
 BK2522  VERT ORDER  -  SECOND    CLASS I
 BK2522
 BK2522.The horizontal coordinates were scaled from a topographic map and have
 BK2522.an estimated accuracy of +/- 6 seconds.
 BK2522
 BK2522.The orthometric height was determined by differential leveling
 BK2522.and adjusted by the National Geodetic Survey in February 1994..
 BK2522
 BK2522.The geoid height was determined by GEOID03.
 BK2522
 BK2522.The dynamic height is computed by dividing the NAVD 88
 BK2522.geopotential number by the normal gravity value computed on the
 BK2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2522.degrees latitude (g = 980.6199 gals.).
 BK2522
 BK2522.The modeled gravity was interpolated from observed gravity values.
 BK2522
 BK2522;                    North         East    Units  Estimated Accuracy
 BK2522;SPC LA S     -   248,000.      786,660.      MT  (+/- 180 meters Scaled)
 BK2522
 BK2522                          SUPERSEDED SURVEY CONTROL
 BK2522
 BK2522.No superseded survey control is available for this station.
 BK2522
 BK2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP463985(NAD 83)
 BK2522_MARKER: DB = BENCH MARK DISK
 BK2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2522_SP_SET: CONCRETE POST
 BK2522_STAMPING: ES 28 1954
 BK2522_MARK LOGO: USGS  
 BK2522_PROJECTION: PROJECTING 4 CENTIMETERS
 BK2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2522+STABILITY: SURFACE MOTION
 BK2522
 BK2522  HISTORY     - Date     Condition        Report By
 BK2522  HISTORY     - 1954     MONUMENTED       USGS
 BK2522  HISTORY     - 1984     GOOD             LADTD
 BK2522
 BK2522                          STATION DESCRIPTION
 BK2522
 BK2522'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2522'4.21 KM (2.62 MI) SOUTH FROM MERRYVILLE.
 BK2522'4.21 KM (2.62 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190, TO
 BK2522'THE MARK ON THE LEFT, 1.35 METERS (44.4 FEET) EAST OF THE CENTERLINE
 BK2522'OF LA.389, 17.2 METERS (56.4 FEET) SOUTH OF THE DIRT ROAD LEADING EAST
 BK2522'TO PETRO LEWIS CORP., .79 METERS (2.6 FEET) EAST OF A 3 STRAND BARBED
 BK2522'WIRE FENCE, 9.1 METERS (30.0 FEET) SOUTH-SOUTHEAST OF A POWER POLE,
 BK2522'14.9 METERS (48.8 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BK2522'SOUTH END OF A WOODEN CATTLEGUARD ON A DIRT ROAD LEADING EAST.
 BK2522'THE MARK IS 0.43 METERS  W FROM A WITNESS POST.
 BK2522'THE MARK IS ABOVE LEVEL WITH LA.389.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2515 ***********************************************************************
 BK2515  DESIGNATION -  ES 31
 BK2515  PID         -  BK2515
 BK2515  STATE/COUNTY-  LA/BEAUREGARD
 BK2515  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK2515
 BK2515                         *CURRENT SURVEY CONTROL
 BK2515  ___________________________________________________________________
 BK2515* NAD 83(1986)-  30 38 01.     (N)    093 36 06.     (W)     SCALED    
 BK2515* NAVD 88     -        29.429  (meters)      96.55   (feet)  ADJUSTED  
 BK2515  ___________________________________________________________________
 BK2515  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2515  DYNAMIC HT  -          29.391 (meters)      96.43  (feet)  COMP
 BK2515  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BK2515
 BK2515  VERT ORDER  -  SECOND    CLASS I
 BK2515
 BK2515.The horizontal coordinates were scaled from a topographic map and have
 BK2515.an estimated accuracy of +/- 6 seconds.
 BK2515
 BK2515.The orthometric height was determined by differential leveling
 BK2515.and adjusted by the National Geodetic Survey in February 1994..
 BK2515
 BK2515.The geoid height was determined by GEOID03.
 BK2515
 BK2515.The dynamic height is computed by dividing the NAVD 88
 BK2515.geopotential number by the normal gravity value computed on the
 BK2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2515.degrees latitude (g = 980.6199 gals.).
 BK2515
 BK2515.The modeled gravity was interpolated from observed gravity values.
 BK2515
 BK2515;                    North         East    Units  Estimated Accuracy
 BK2515;SPC LA S     -   238,660.      782,560.      MT  (+/- 180 meters Scaled)
 BK2515
 BK2515                          SUPERSEDED SURVEY CONTROL
 BK2515
 BK2515.No superseded survey control is available for this station.
 BK2515
 BK2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP423891(NAD 83)
 BK2515_MARKER: DB = BENCH MARK DISK
 BK2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2515_SP_SET: CONCRETE POST
 BK2515_STAMPING: ES 31 1954
 BK2515_MARK LOGO: USGS  
 BK2515_PROJECTION: PROJECTING 3 CENTIMETERS
 BK2515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2515+STABILITY: SURFACE MOTION
 BK2515
 BK2515  HISTORY     - Date     Condition        Report By
 BK2515  HISTORY     - 1954     MONUMENTED       USGS
 BK2515  HISTORY     - 1984     GOOD             LADTD
 BK2515  HISTORY     - 19890920 GOOD             LADTD
 BK2515
 BK2515                          STATION DESCRIPTION
 BK2515
 BK2515'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2515'0.45 KM (0.28 MI) NORTH FROM BIVENS.
 BK2515'13.95 KM (9.29 MILES) SOUTH FROM THE JUNCTION FROM LA.389 AND US 190
 BK2515'TO THE MARK ON THE LEFT 15.85 METER (52.0 FEET) SOUTHEAST OF THE
 BK2515'CENTERLINE OF LA.389, 5.8 METERS (19.0 FEET) SOUTH-SOUTHWEST OF THE
 BK2515'CENTERLINE OF DRV RAMP LEADING EAST, 0.36 METERS (1.2 FEET) SOUTH WEST
 BK2515'OF A MESH AND BARBED WIRE FENCE.
 BK2515'THE MARK IS 0.33 METERS  SW FROM A WITNESS POST.
 BK2515'THE MARK IS 0.91 M ABOVE LA.389.
 BK2515
 BK2515                          STATION RECOVERY (1989)
 BK2515
 BK2515'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2515'THE STATION IS LOCATED ABOUT 41.5 KM (25.80 MI) NORTH OF STARKS, 15.0
 BK2515'KM (9.30 MI) SOUTH OF MERRYVILLE AND 0.5 KM (0.30 MI) NORTH OF BIVENS.
 BK2515'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 389 AND U.S.
 BK2515'HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 15.0 KM (9.30 MI) ON HIGHWAY
 BK2515'389 TO THE MARK ON THE LEFT. THE STATION IS 15.9 M (52.2 FT) SOUTHEAST
 BK2515'FROM THE CENTER OF THE HIGHWAY, 5.8 M (19.0 FT) SOUTH-SOUTHWEST FROM
 BK2515'THE CENTER OF A DRY RAMP LEADING EAST, 0.4 M (1.3 FT) SOUTHWEST FROM A
 BK2515'MESH AND BARBED WIRE FENCE AND 0.3 M (1.0 FT) SOUTHWEST FROM A WITNESS
 BK2515'POST.  THE MARK IS PROJECTING 3 CM ABOVE THE GROUND AND ABOUT 0.9 M
 BK2515'(3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2503 ***********************************************************************
 BK2503  DESIGNATION -  ES 34
 BK2503  PID         -  BK2503
 BK2503  STATE/COUNTY-  LA/BEAUREGARD
 BK2503  USGS QUAD   -  BANCROFT (1982)
 BK2503
 BK2503                         *CURRENT SURVEY CONTROL
 BK2503  ___________________________________________________________________
 BK2503* NAD 83(1986)-  30 30 04.     (N)    093 40 49.     (W)     SCALED    
 BK2503* NAVD 88     -        29.291  (meters)      96.10   (feet)  ADJUSTED  
 BK2503  ___________________________________________________________________
 BK2503  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK2503  DYNAMIC HT  -          29.253 (meters)      95.97  (feet)  COMP
 BK2503  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BK2503
 BK2503  VERT ORDER  -  SECOND    CLASS I
 BK2503
 BK2503.The horizontal coordinates were scaled from a topographic map and have
 BK2503.an estimated accuracy of +/- 6 seconds.
 BK2503
 BK2503.The orthometric height was determined by differential leveling
 BK2503.and adjusted by the National Geodetic Survey in February 1994..
 BK2503
 BK2503.The geoid height was determined by GEOID03.
 BK2503
 BK2503.The dynamic height is computed by dividing the NAVD 88
 BK2503.geopotential number by the normal gravity value computed on the
 BK2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2503.degrees latitude (g = 980.6199 gals.).
 BK2503
 BK2503.The modeled gravity was interpolated from observed gravity values.
 BK2503
 BK2503;                    North         East    Units  Estimated Accuracy
 BK2503;SPC LA S     -   224,120.      774,720.      MT  (+/- 180 meters Scaled)
 BK2503
 BK2503                          SUPERSEDED SURVEY CONTROL
 BK2503
 BK2503.No superseded survey control is available for this station.
 BK2503
 BK2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP347745(NAD 83)
 BK2503_MARKER: DB = BENCH MARK DISK
 BK2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2503_SP_SET: CONCRETE POST
 BK2503_STAMPING: ES 34
 BK2503_MARK LOGO: USGS  
 BK2503_PROJECTION: PROJECTING 6 CENTIMETERS
 BK2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2503+STABILITY: SURFACE MOTION
 BK2503
 BK2503  HISTORY     - Date     Condition        Report By
 BK2503  HISTORY     - UNK      MONUMENTED       USGS
 BK2503  HISTORY     - 1984     GOOD             LADTD
 BK2503
 BK2503                          STATION DESCRIPTION
 BK2503
 BK2503'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2503'23.14 KM (14.37 MI) NW FROM STARKS.
 BK2503'12.28 KM (7.63 MILES) NORTH FROM THE INTERSECTION OF LA.12 AND LA.109
 BK2503'TO THE NORTH GAMBRELL BAPTIST CHURCH ROAD, THEN WEST 1.12 KM (0.75
 BK2503'MILES) TO THE T INTERSECTION, THEN NORTH 9.65 KM (5.99 MILES) TO THE
 BK2503'MARK ON THE RIGHT, 14.6 METERS (47.8 FEET) NORTHEAST OF THE CENTERLINE
 BK2503'OF THE GRAVEL PARISH ROAD, 25.3 METERS (82.9 FEET) NORTH-NORTHEAST OF
 BK2503'A POWER POLE, 16.6 METERS (54.5 FEET) WEST NORTHWEST OF A 10 INCH OAK
 BK2503'TREE.
 BK2503'THE MARK IS 0.49 METERS  SW FROM A WITNESS POST.
 BK2503'THE MARK IS 0.46 M ABOVE THE GRAVEL PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8542 ***********************************************************************
 AA8542  PACS        -  This is a Primary Airport Control Station.
 AA8542  DESIGNATION -  ESF AP STA A2
 AA8542  PID         -  AA8542
 AA8542  STATE/COUNTY-  LA/RAPIDES
 AA8542  USGS QUAD   -  GREEN GABLES (1993)
 AA8542
 AA8542                         *CURRENT SURVEY CONTROL
 AA8542  ___________________________________________________________________
 AA8542* NAD 83(1992)-  31 24 02.53741(N)    092 17 55.53163(W)     ADJUSTED  
 AA8542* NAVD 88     -        31.27   (+/-2cm)     102.6    (feet)  VERTCON   
 AA8542  ___________________________________________________________________
 AA8542  X           -    -218,559.412 (meters)                     COMP
 AA8542  Y           -  -5,444,595.624 (meters)                     COMP
 AA8542  Z           -   3,303,897.391 (meters)                     COMP
 AA8542  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA8542  ELLIP HEIGHT-           4.91  (meters)          (02/14/02) GPS OBS
 AA8542  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AA8542
 AA8542  HORZ ORDER  -  B
 AA8542  VERT ORDER  -  THIRD ? (See Below)
 AA8542  ELLP ORDER  -  FIFTH     CLASS II
 AA8542
 AA8542.This mark is at Alexandria Esler Regional Airport (ESF)
 AA8542
 AA8542.The horizontal coordinates were established by GPS observations
 AA8542.and adjusted by the National Geodetic Survey in September 1995..
 AA8542
 AA8542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8542
 AA8542.GPS derived orthometric heights for airport stations designated as
 AA8542.PACS or SACS are published to 2 decimal places.  This maintains
 AA8542.centimeter relative accuracy between the PACS and SACS.  It does
 AA8542.not indicate centimeter accuracy relative to other marks which are
 AA8542.part of the NAVD 88 network.
 AA8542.The vertical order pertains to the NGVD 29 superseded value.
 AA8542
 AA8542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8542
 AA8542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8542
 AA8542.The ellipsoidal height was determined by GPS observations
 AA8542.and is referenced to NAD 83.
 AA8542
 AA8542.The geoid height was determined by GEOID03.
 AA8542
 AA8542;                    North         East     Units Scale Factor Converg.
 AA8542;SPC LA N     -    99,884.286 1,019,137.690   MT  0.99995518   +0 06 23.0
 AA8542;SPC LA N     -   327,703.69  3,343,620.90   sFT  0.99995518   +0 06 23.0
 AA8542;UTM  15      - 3,474,224.033   566,663.939   MT  0.99965481   +0 21 55.3
 AA8542
 AA8542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8542!SPC LA N     -   0.99999923  x   0.99995518  =   0.99995441
 AA8542!UTM  15      -   0.99999923  x   0.99965481  =   0.99965404
 AA8542
 AA8542                          SUPERSEDED SURVEY CONTROL
 AA8542
 AA8542  ELLIP H (09/29/95)    5.00   (m)                       GP(       ) 4 1
 AA8542  NGVD 29 (09/29/95)   31.25   (m)          102.5    (f) LEVELING    3  
 AA8542
 AA8542.Superseded values are not recommended for survey control.
 AA8542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8542.See file dsdata.txt to determine how the superseded data were derived.
 AA8542
 AA8542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6666474224(NAD 83)
 AA8542_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA8542_SETTING: 0 = UNSPECIFIED SETTING
 AA8542_STAMPING: AP 1966 STA A2
 AA8542_MARK LOGO: CGS   
 AA8542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA8542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8542+SATELLITE: SATELLITE OBSERVATIONS - 1966
 AA8542
 AA8542  HISTORY     - Date     Condition        Report By
 AA8542  HISTORY     - 1966     MONUMENTED       CGS
 AA8542  HISTORY     - 19900615 GOOD             NGS
 AA8542
 AA8542                          STATION DESCRIPTION
 AA8542
 AA8542'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DLW)
 AA8542'STATION IS LOCATED ON THE ALEXANDRIA ESLER REGIONAL AIRPORT WHICH IS
 AA8542'LOCATED NORTHEAST OF THE CITY OF ALEXANDRIA, LA AND WEST OF THE TOWN
 AA8542'OF HOLLOWAY, LA NORTH OF STATE HIGHWAY 28.
 AA8542' 
 AA8542'TO REACH FROM THE AIR TRAFFIC CONTROL TOWER AT THE EAST END OF THE
 AA8542'GENERAL AVIATION RAMP PROCEED VIA TAXIWAYS TO THE JUNCTION OF RUNWAYS
 AA8542'CROSS THE INTERSECTION OF RUNWAYS AND PROCEED NORTHWEST ON RUNWAY
 AA8542'14/32 TO AN AREA OF ABANDONED PAVEMENT ON RIGHT (A FORMER NORTH-SOUTH
 AA8542'RUNWAY).  TURN ONTO ABANDONED PAVEMENT THEN PROCEED NORTH ALONG EDGE
 AA8542'OF RUNWAY TO A SET OF RED VASI LIGHTS AND STATION JUST SOUTHEAST.
 AA8542' 
 AA8542'IT IS 155.8 FT (47.5 M) SOUTHEAST OF THE EAST VASI LIGHT BOX, 134.8 FT
 AA8542'(41.1 M) NORTHEAST OF THE FOURTH RUNWAY LIGHT FROM THE END OF RUNWAY
 AA8542'14, 93.2 FT (28.4 M) NORTHEAST OF THE THIRD RUNWAY LIGHT FROM RUNWAY
 AA8542'END 14 AND 75.0 FT (22.9 M) NORTHEAST OF THE EDGE OF THE RUNWAY.
 AA8542
 AA8542                          STATION RECOVERY (1990)
 AA8542
 AA8542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA8542'THE STATION IS LOCATED NEAR RUNWAY END 14 ON THE EAST SIDE OF THE
 AA8542'RUNWAY.  IT IS 155.8 FT (47.5 M) SOUTHEAST OF THE EAST VASI BOX OF THE
 AA8542'NORTH SET OF VASI.  93.2 FT (28.4 M) NORTHEAST OF THE 3RD RUNWAY LIGHT
 AA8542'FROM CENTERLINE END RUNWAY 14 AND 134.8 FT (41.1 M) NORTHEAST OF THE
 AA8542'4TH RUNWAY LIGHT.  IT IS A STANDARD USCGS TOPOGRAPHIC DISK. THE
 AA8542'STATION IS 75.0 FT (22.9 M) NE OF THE RUNWAY EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8543 ***********************************************************************
 AA8543  SACS        -  This is a Secondary Airport Control Station.
 AA8543  DESIGNATION -  ESF AP STA B2
 AA8543  PID         -  AA8543
 AA8543  STATE/COUNTY-  LA/RAPIDES
 AA8543  USGS QUAD   -  GREEN GABLES (1993)
 AA8543
 AA8543                         *CURRENT SURVEY CONTROL
 AA8543  ___________________________________________________________________
 AA8543* NAD 83(1992)-  31 23 22.13943(N)    092 17 22.42477(W)     ADJUSTED  
 AA8543* NAVD 88     -        26.45   (+/-2cm)      86.8    (feet)  VERTCON   
 AA8543  ___________________________________________________________________
 AA8543  X           -    -217,711.242 (meters)                     COMP
 AA8543  Y           -  -5,445,274.078 (meters)                     COMP
 AA8543  Z           -   3,302,832.771 (meters)                     COMP
 AA8543  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA8543  ELLIP HEIGHT-          -0.01  (meters)          (02/14/02) GPS OBS
 AA8543  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AA8543
 AA8543  HORZ ORDER  -  FIRST
 AA8543  VERT ORDER  -  THIRD ? (See Below)
 AA8543  ELLP ORDER  -  FIFTH     CLASS II
 AA8543
 AA8543.This mark is at Alexandria Esler Regional Airport (ESF)
 AA8543
 AA8543.The horizontal coordinates were established by GPS observations
 AA8543.and adjusted by the National Geodetic Survey in September 1995..
 AA8543
 AA8543.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8543
 AA8543.GPS derived orthometric heights for airport stations designated as
 AA8543.PACS or SACS are published to 2 decimal places.  This maintains
 AA8543.centimeter relative accuracy between the PACS and SACS.  It does
 AA8543.not indicate centimeter accuracy relative to other marks which are
 AA8543.part of the NAVD 88 network.
 AA8543.The vertical order pertains to the NGVD 29 superseded value.
 AA8543
 AA8543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8543
 AA8543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8543
 AA8543.The ellipsoidal height was determined by GPS observations
 AA8543.and is referenced to NAD 83.
 AA8543
 AA8543.The geoid height was determined by GEOID03.
 AA8543
 AA8543;                    North         East     Units Scale Factor Converg.
 AA8543;SPC LA N     -    98,641.788 1,020,014.661   MT  0.99995695   +0 06 40.5
 AA8543;SPC LA N     -   323,627.27  3,346,498.10   sFT  0.99995695   +0 06 40.5
 AA8543;UTM  15      - 3,472,985.882   567,546.251   MT  0.99965627   +0 22 12.2
 AA8543
 AA8543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8543!SPC LA N     -   1.00000000  x   0.99995695  =   0.99995695
 AA8543!UTM  15      -   1.00000000  x   0.99965627  =   0.99965627
 AA8543
 AA8543                          SUPERSEDED SURVEY CONTROL
 AA8543
 AA8543  ELLIP H (09/29/95)    0.07   (m)                       GP(       ) 4 1
 AA8543  NGVD 29 (09/29/95)   26.43   (m)           86.7    (f) LEVELING    3  
 AA8543
 AA8543.Superseded values are not recommended for survey control.
 AA8543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8543.See file dsdata.txt to determine how the superseded data were derived.
 AA8543
 AA8543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6754672986(NAD 83)
 AA8543_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA8543_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA8543_SP_SET: RUNWAY
 AA8543_STAMPING: AP 1966 STA B2
 AA8543_MARK LOGO: CGS   
 AA8543_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8543+STABILITY: SURFACE MOTION
 AA8543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8543+SATELLITE: SATELLITE OBSERVATIONS - 1966
 AA8543
 AA8543  HISTORY     - Date     Condition        Report By
 AA8543  HISTORY     - 1966     MONUMENTED       CGS
 AA8543  HISTORY     - 19900615 GOOD             NGS
 AA8543
 AA8543                          STATION DESCRIPTION
 AA8543
 AA8543'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DLW)
 AA8543'STATION IS LOCATED ON THE ALEXANDRIA ESLER REGIONAL AIRPORT LOCATED
 AA8543'NORTHEAST OF THE CITY OF ALEXANDRIA, LA, WEST OF THE TOWN OF HOLLOWAY
 AA8543'AND NORTH OF STATE HIGHWAY 18.
 AA8543' 
 AA8543'FROM THE AIR TRAFFIC CONTROL TOWER AT THE EAST END OF THE GENERAL
 AA8543'AVIATION RAMP PROCEED SOUTHEAST ON A TAXIWAY RUNNING PARALLEL TO
 AA8543'RUNWAY 14/32 TO RUNWAY END 32.  CROSS RUNWAY TO THE STATION ON LINE
 AA8543'WITH THE RUNWAY END IN THE GRASS ON THE EAST SIDE OF THE RUNWAY.
 AA8543' 
 AA8543'IT IS 327.1 FT (99.7 M) NORTH-NORTHEAST OF THE CORNER OF A RUN-UP PAD
 AA8543'ON THE WEST SIDE OF THE RUNWAY END, 150 FT (45.7 M) NORTHEAST OF THE
 AA8543'CENTERLINE END OF RUNWAY 32 AND 75 FT (22.9 M) NORTHEAST OF THE EDGE
 AA8543'OF THE RUNWAY.
 AA8543
 AA8543                          STATION RECOVERY (1990)
 AA8543
 AA8543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA8543'THE STATION IS LOCATED ON AIRPORT PROPERTY AT END RWY 32.  MARK IS 150
 AA8543'FT (45.7 M) NE OF THE CENTERLINE OF RWY 32, 75 FT (22.9 M) NE OF THE
 AA8543'EDGE OF THE RUNWAY, 327.1 FT (99.7 M) NNE OF THE CORNER OF A RUNUP
 AA8543'PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8541 ***********************************************************************
 AA8541  SACS        -  This is a Secondary Airport Control Station.
 AA8541  DESIGNATION -  ESF ARP
 AA8541  PID         -  AA8541
 AA8541  STATE/COUNTY-  LA/RAPIDES
 AA8541  USGS QUAD   -  GREEN GABLES (1993)
 AA8541
 AA8541                         *CURRENT SURVEY CONTROL
 AA8541  ___________________________________________________________________
 AA8541* NAD 83(1992)-  31 23 42.75879(N)    092 17 45.66685(W)     ADJUSTED  
 AA8541* NAVD 88     -        26.81   (+/-2cm)      88.0    (feet)  VERTCON   
 AA8541  ___________________________________________________________________
 AA8541  X           -    -218,311.579 (meters)                     COMP
 AA8541  Y           -  -5,444,919.330 (meters)                     COMP
 AA8541  Z           -   3,303,375.080 (meters)                     COMP
 AA8541  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA8541  ELLIP HEIGHT-           0.40  (meters)          (02/14/02) GPS OBS
 AA8541  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AA8541
 AA8541  HORZ ORDER  -  FIRST
 AA8541  VERT ORDER  -  THIRD ? (See Below)
 AA8541  ELLP ORDER  -  FIFTH     CLASS II
 AA8541
 AA8541.This mark is at Alexandria Esler Regional Airport (ESF)
 AA8541
 AA8541.The horizontal coordinates were established by GPS observations
 AA8541.and adjusted by the National Geodetic Survey in September 1995..
 AA8541
 AA8541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8541
 AA8541.GPS derived orthometric heights for airport stations designated as
 AA8541.PACS or SACS are published to 2 decimal places.  This maintains
 AA8541.centimeter relative accuracy between the PACS and SACS.  It does
 AA8541.not indicate centimeter accuracy relative to other marks which are
 AA8541.part of the NAVD 88 network.
 AA8541.The vertical order pertains to the NGVD 29 superseded value.
 AA8541
 AA8541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8541
 AA8541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8541
 AA8541.The ellipsoidal height was determined by GPS observations
 AA8541.and is referenced to NAD 83.
 AA8541
 AA8541.The geoid height was determined by GEOID03.
 AA8541
 AA8541;                    North         East     Units Scale Factor Converg.
 AA8541;SPC LA N     -    99,275.640 1,019,399.426   MT  0.99995604   +0 06 28.2
 AA8541;SPC LA N     -   325,706.83  3,344,479.62   sFT  0.99995604   +0 06 28.2
 AA8541;UTM  15      - 3,473,616.758   566,928.344   MT  0.99965525   +0 22 00.3
 AA8541
 AA8541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8541!SPC LA N     -   0.99999994  x   0.99995604  =   0.99995598
 AA8541!UTM  15      -   0.99999994  x   0.99965525  =   0.99965519
 AA8541
 AA8541                          SUPERSEDED SURVEY CONTROL
 AA8541
 AA8541  ELLIP H (09/29/95)    0.48   (m)                       GP(       ) 4 1
 AA8541  NGVD 29 (09/29/95)   26.79   (m)           87.9    (f) LEVELING    3  
 AA8541
 AA8541.Superseded values are not recommended for survey control.
 AA8541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8541.See file dsdata.txt to determine how the superseded data were derived.
 AA8541
 AA8541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6692873617(NAD 83)
 AA8541_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA8541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8541_STAMPING: ARP 1960
 AA8541_MARK LOGO: CGS   
 AA8541_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8541+STABILITY: SURFACE MOTION
 AA8541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8541+SATELLITE: SATELLITE OBSERVATIONS - 1960
 AA8541
 AA8541  HISTORY     - Date     Condition        Report By
 AA8541  HISTORY     - 1960     MONUMENTED       CGS
 AA8541  HISTORY     - 19900615 GOOD             NGS
 AA8541
 AA8541                          STATION DESCRIPTION
 AA8541
 AA8541'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (VES)
 AA8541'STATION IS LOCATED AT THE MIDSECTION OF THE ALEXANDRIA ESLER REGIONAL
 AA8541'AIRPORT WHICH IS NORTHEAST OF THE CITY OF ALEXANDRIA, LA AND EAST OF
 AA8541'THE TOWN OF HOLLOWAY NORTH OF STATE HIGHWAY 28.
 AA8541' 
 AA8541'TO REACH FROM THE AIR TRAFFIC CONTROL TOWER AT THE EAST SIDE OF THE
 AA8541'GENERAL AVIATION RAMP PROCEED NORTH VIA TAXIWAY TO THE JUNCTION OF THE
 AA8541'RUNWAYS CROSS JUNCTION AND PROCEED NORTHWEST ACROSS RUNWAY 8/26 AND
 AA8541'THE STATION IN GRASS ABOUT MIDWAY BETWEEN THE WINDSOCK AND CENTERLINE
 AA8541'INTERSECTION OF THE RUNWAYS.
 AA8541' 
 AA8541'IT IS 355 FT (108.2 M) NORTHWEST OF THE FIRST RUNWAY LIGHT NORTH OF
 AA8541'THE INTERSECTION OF RUNWAYS ON THE WEST SIDE OF RUNWAY 14/32, 230 FT
 AA8541'(70.1 M) WEST-SOUTHWEST OF THE SECOND RUNWAY LIGHT AS REFERENCED ABOVE
 AA8541'AND 244 FT (74.4 M) SOUTH-SOUTHWEST OF THE THIRD RUNWAY LIGHT.
 AA8541
 AA8541                          STATION RECOVERY (1990)
 AA8541
 AA8541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA8541'THE STATION IS LOCATED AT THE TRIANGLE FORMED BY THE INTERSECTION OF
 AA8541'RWYS 14-32 AND 8.26.  THE MARK IS A STANDARD BRONZE TOPOGRAPHIC DISK
 AA8541'SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER FLUSH WITH THE GROUND
 AA8541'LEVEL AND REFERENCED FROM THREE RWY LIGHTS ALL OF WHICH ARE ON THE
 AA8541'WEST EDGE OF RWY 14.32.  355 FT (108.2 M) NW OF FIRST RWY LIGHT AND
 AA8541'230 FT (70.1 M) WEST OF THE 2ND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2629 ***********************************************************************
 BX2629  DESIGNATION -  ESLER
 BX2629  PID         -  BX2629
 BX2629  STATE/COUNTY-  LA/RAPIDES
 BX2629  USGS QUAD   -  GREEN GABLES (1993)
 BX2629
 BX2629                         *CURRENT SURVEY CONTROL
 BX2629  ___________________________________________________________________
 BX2629* NAD 83(1992)-  31 23 58.45447(N)    092 18 09.34034(W)     ADJUSTED  
 BX2629* NAVD 88     -        47.2    (meters)     155.     (feet)  VERTCON   
 BX2629  ___________________________________________________________________
 BX2629  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BX2629  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BX2629
 BX2629  HORZ ORDER  -  SECOND
 BX2629
 BX2629.This mark is at Alexandria Esler Regional Airport (ESF)
 BX2629
 BX2629.The horizontal coordinates were established by classical geodetic methods
 BX2629.and adjusted by the National Geodetic Survey in January 1993..
 BX2629
 BX2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2629
 BX2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2629
 BX2629.The geoid height was determined by GEOID03.
 BX2629
 BX2629;                    North         East     Units Scale Factor Converg.
 BX2629;SPC LA N     -    99,757.871 1,018,773.146   MT  0.99995535   +0 06 15.7
 BX2629;SPC LA N     -   327,288.95  3,342,424.90   sFT  0.99995535   +0 06 15.7
 BX2629;UTM  15      - 3,474,096.009   566,300.080   MT  0.99965422   +0 21 48.1
 BX2629
 BX2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2629!SPC LA N     -   0.99999673  x   0.99995535  =   0.99995208
 BX2629!UTM  15      -   0.99999673  x   0.99965422  =   0.99965095
 BX2629
 BX2629|---------------------------------------------------------------------|
 BX2629| PID    Reference Object                     Distance      Geod. Az  |
 BX2629|                                                           dddmmss.s |
 BX2629| BX2628 ESLER 1969 RM 1                      11.191 METERS 17346     |
 BX2629| BX0636 R 110                                              1750735.0 |
 BX2629| BX2630 LIBUSE LOT                          APPROX. 5.0 KM 2045723.5 |
 BX2629| CW9806 ESLER RM 2                           10.480 METERS 26317     |
 BX2629|---------------------------------------------------------------------|
 BX2629
 BX2629                          SUPERSEDED SURVEY CONTROL
 BX2629
 BX2629  NAD 83(1986)-  31 23 58.47385(N)    092 18 09.33556(W) AD(       ) 2
 BX2629  NAD 27      -  31 23 57.82436(N)    092 18 08.85942(W) AD(       ) 2
 BX2629  NGVD 29 (07/19/86)   47.2    (m)          155.     (f) VERT ANG       
 BX2629
 BX2629.Superseded values are not recommended for survey control.
 BX2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2629.See file dsdata.txt to determine how the superseded data were derived.
 BX2629
 BX2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6630074096(NAD 83)
 BX2629_MARKER: DS = TRIANGULATION STATION DISK
 BX2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2629
 BX2629  HISTORY     - Date     Condition        Report By
 BX2629  HISTORY     - 1969     MONUMENTED       CGS
 BX2629  HISTORY     - 1970     GOOD             NGS
 BX2629  HISTORY     - 1983     GOOD             LOCENG
 BX2629
 BX2629                          STATION DESCRIPTION
 BX2629
 BX2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2629'THE STATION IS LOCATED ABOUT 8 MILES EAST OF TIOGA, 3 MILES
 BX2629'NORTHEAST OF LIBUSE, ON THE SOUTH SLOPE OF A LOW HILL IN THE
 BX2629'NORTHEAST QUARTER SECTION 23, T5N, R2E AND IS ON THE PROPERTY
 BX2629'OF THE ESLER FIELD AIRPORT.
 BX2629'
 BX2629'TO REACH THE STATION FROM THE POST OFFICE IN TIOGA, GO NORTH
 BX2629'ON U.S. HIGHWAY 71 FOR 0.1 MILE TO JUNCTION WITH STATE
 BX2629'HIGHWAY 623.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 623 FOR
 BX2629'0.35 MILE TO RAILROAD TRACKS.  CONTINUE AHEAD EAST CROSSING
 BX2629'TRACKS FOR 0.25 MILE TO A T ROAD.  TURN LEFT AND GO NORTH AND
 BX2629'EAST ON PAVED ROAD FOR 1.35 MILE TO JUNCTION WITH U.S. HIGHWAY
 BX2629'165.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 165 FOR 1.45
 BX2629'MILE TO JUNCTION WITH STATE HIGHWAY 116.  TURN LEFT AND GO
 BX2629'EAST ON STATE HIGHWAY 116 FOR 0.3 MILE TO ENTRANCE TO CAMP
 BX2629'BEAUREGARD.  KEEP TO THE RIGHT ON STATE HIGHWAY 116 AND GO
 BX2629'SOUTHEASTERLY FOR 5.3 MILES TO A PAVED SIDE ROAD LEFT AND
 BX2629'SIGN CAMP BEAUREGARD RANGES (CONTINUE EAST ON STATE HIGHWAY
 BX2629'116 FOR 1.25 MILE TO WHERE STATE HIGHWAY 116 CURVES TO
 BX2629'THE RIGHT AND A GRAVELED ROAD GOES STRAIGHT AHEAD EAST.
 BX2629'CONTINUE STRAIGHT AHEAD EAST ON GRAVELED ROAD FOR 0.1
 BX2629'MILE TO A CATTLE GUARD AND A CULVERT ON THE LEFT AND AZIMUTH
 BX2629'MARK).  TURN LEFT ON PAVED ROAD AND GO NORTH FOR 1.6 MILE TO A
 BX2629'T ROAD AND END OF PAVEMENT.  TURN RIGHT AND GO EAST ON
 BX2629'GRAVELED ROAD FOR 0.7 MILE TO A LOCKED GATE.  PASS
 BX2629'THROUGH GATE AND CONTINUE EAST ON GRAVELED ROAD FOR 0.4
 BX2629'MILE TO A FENCE CORNER.  KEEP TO THE RIGHT OF FENCE CORNER
 BX2629'AND GO SOUTHEASTERLY ALONG WEST SIDE OF FENCE FOR 0.65 MILE
 BX2629'TO A GRADED SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 BX2629'GRADED ROAD FOR 0.15 MILE TO A GRADED T ROAD.  TURN
 BX2629'RIGHT AND GO SOUTH 0.05 MILE TO A GATE ON LEFT.
 BX2629'TURN LEFT AND ENTER FENCED AREA, CHECKERED WATER TANKS AND
 BX2629'STATION AS DESCRIBED.
 BX2629'
 BX2629'THE STATION IS A STANDARD DISK, STAMPED ESLER 1969, SET IN
 BX2629'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2629'3 INCHES.  IT IS 6 FEET SOUTH OF A CHAIN LINK FENCE, 73.5
 BX2629'FEET WEST OF A FENCE CORNER AND 103 FEET NORTH NORTHEAST OF
 BX2629'A CHECKERED WATER TANK.
 BX2629'
 BX2629'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ESLER NO 1 1969,
 BX2629'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2629'PROJECTS 3 INCHES.  IT IS 43 FEET SOUTH OF A CHAIN LINK
 BX2629'FENCE, 89 FEET SOUTHWEST OF A FENCE CORNER AND 69.5 FEET
 BX2629'NORTH NORTHEAST OF A CHECKERED WATER TANK.
 BX2629'
 BX2629'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ESLER NO 2
 BX2629'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2629'PROJECTS 3 INCHES.  IT IS 1.2 FEET SOUTH OF A CHAIN LINK FENCE,
 BX2629'123.5 FEET WEST OF A FENCE CORNER AND 99.5 FEET NORTH
 BX2629'NORTHWEST OF A CHECKERED WATER TANK.
 BX2629'
 BX2629'THE AZIMUTH MARK IS AN OLD TYPE BENCH MARK DISK, STAMPED R
 BX2629'110 1945, CEMENTED IN A DRILLED HOLE IN A CONCRETE CULVERT
 BX2629'HEAD WALL.  IT IS 33 FEET EAST OF THE CENTERLINE OF A
 BX2629'GRAVELED ROAD, 42 FEET SOUTH OF A 10 INCH PINE TREE, 11.5
 BX2629'FEET WEST OF A METAL WITNESS POST AND 16 FEET NORTH OF THE
 BX2629'CENTERLINE OF A GRAVELED ROAD.
 BX2629
 BX2629                          STATION RECOVERY (1970)
 BX2629
 BX2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BMR)
 BX2629'THE MARK WAS RECOVERED AS DESCRIBED.
 BX2629
 BX2629                          STATION RECOVERY (1983)
 BX2629
 BX2629'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (MGG)
 BX2629'ESLER 1969 RECOVERED GOOD - RECOVERED AS DESCRIBED.
 BX2629'
 BX2629'RM NO. 1 (ESLER NO 1) RECOVERED GOOD - RECOVERED AS DESCRIBED.
 BX2629'
 BX2629'RM NO. 2 (ESLER NO 2) RECOVERED GOOD - RECOVERED AS DESCRIBED.
 BX2629'
 BX2629'AZ MK (R110 1945 RESET 1969) RECOVERED GOOD - RECOVERED AS
 BX2629'DESCRIBED.
 BX2629'
 BX2629'NOTE--ESLER, RM 1 AND RM 2 ARE LOCATED INSIDE 8 FEET HIGH CHAIN LINK
 BX2629'FENCED AREA CONTAINING VARIOUS PIECES OF OLD CONSTRUCTION EQUIPMENT
 BX2629'WHICH BLOCK VISABILITY FROM STATION TO RMS AND AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1355 ***********************************************************************
 BJ1355  DESIGNATION -  ESSEX
 BJ1355  PID         -  BJ1355
 BJ1355  STATE/COUNTY-  LA/ORLEANS
 BJ1355  USGS QUAD   -  SPANISH FORT (1992)
 BJ1355
 BJ1355                         *CURRENT SURVEY CONTROL
 BJ1355  ___________________________________________________________________
 BJ1355* NAD 83(1992)-  30 01 40.84139(N)    090 05 18.78772(W)     ADJUSTED  
 BJ1355* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1355  **This station is located in a subsidence area (see below).
 BJ1355  ___________________________________________________________________
 BJ1355  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ1355  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ1355  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 BJ1355  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 BJ1355
 BJ1355  HORZ ORDER  -  THIRD
 BJ1355  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1355
 BJ1355.The horizontal coordinates were established by classical geodetic methods
 BJ1355.and adjusted by the National Geodetic Survey in January 1993..
 BJ1355
 BJ1355 ** The orthometric height has not been validated since last determined
 BJ1355 ** by differential leveling and should not be used for control purposes.
 BJ1355 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1355 ** area with valid NAVD 88 orthometric heights.
 BJ1355 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1355 ** epoch indicated which incorporates improved geoid heights for the
 BJ1355 ** Southern Louisiana Subsidence area.
 BJ1355 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1355.The orthometric height was scaled from a topographic map.
 BJ1355.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1355
 BJ1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1355
 BJ1355.The geoid height was determined by GEOID03.
 BJ1355
 BJ1355.The dynamic height is computed by dividing the NAVD 88
 BJ1355.geopotential number by the normal gravity value computed on the
 BJ1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1355.degrees latitude (g = 980.6199 gals.).
 BJ1355
 BJ1355.The modeled gravity was interpolated from observed gravity values.
 BJ1355
 BJ1355;                    North         East     Units Scale Factor Converg.
 BJ1355;SPC LA S     -   170,023.443 1,120,059.298   MT  0.99992586   +0 37 20.7
 BJ1355;SPC LA S     -   557,818.58  3,674,727.88   sFT  0.99992586   +0 37 20.7
 BJ1355;UTM  15      - 3,325,461.189   780,784.265   MT  1.00057282   +1 27 28.5
 BJ1355
 BJ1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1355!SPC LA S     -   1.00000381  x   0.99992586  =   0.99992967
 BJ1355!UTM  15      -   1.00000381  x   1.00057282  =   1.00057664
 BJ1355
 BJ1355:                Primary Azimuth Mark                     Grid Az
 BJ1355:SPC LA S     -  MILNEBURG LIGHTHOUSE                     079 11 13.1
 BJ1355:UTM  15      -  MILNEBURG LIGHTHOUSE                     078 21 05.3
 BJ1355
 BJ1355|---------------------------------------------------------------------|
 BJ1355| PID    Reference Object                     Distance      Geod. Az  |
 BJ1355|                                                           dddmmss.s |
 BJ1355| BJ4267 MILNEBURG LIGHTHOUSE                APPROX. 2.6 KM 0794833.8 |
 BJ1355| BJ1353 DODGE                               411.367 METERS 3023706.6 |
 BJ1355| BJ1354 ESSEX RM                             24.916 METERS 31849     |
 BJ1355| BJ4244 MONUMENT ZONE 2 1931                219.950 METERS 32333     |
 BJ1355|---------------------------------------------------------------------|
 BJ1355
 BJ1355                          SUPERSEDED SURVEY CONTROL
 BJ1355
 BJ1355  NAD 83(1986)-  30 01 40.85709(N)    090 05 18.78469(W) AD(       ) 3
 BJ1355  NAD 27      -  30 01 40.12964(N)    090 05 18.52662(W) AD(       ) 3
 BJ1355  NAVD 88 (02/14/94)    1.961  (m)            6.43   (f) UNKNOWN     1 2
 BJ1355  NGVD 29 (05/21/91)    2.020  (m)            6.63   (f) ADJUSTED    1 2
 BJ1355
 BJ1355.Superseded values are not recommended for survey control.
 BJ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1355.See file dsdata.txt to determine how the superseded data were derived.
 BJ1355
 BJ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8078425461(NAD 83)
 BJ1355_MARKER: DS = TRIANGULATION STATION DISK
 BJ1355_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1355_SP_SET: RETAINING WALL
 BJ1355_STAMPING: ESSEX 1931
 BJ1355_MARK LOGO: CGS   
 BJ1355_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1355+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 BJ1355
 BJ1355  HISTORY     - Date     Condition        Report By
 BJ1355  HISTORY     - 1931     MONUMENTED       CGS
 BJ1355  HISTORY     - 1935     GOOD             LAGS
 BJ1355  HISTORY     - 1953     GOOD             CGS
 BJ1355  HISTORY     - 1954     GOOD             CGS
 BJ1355  HISTORY     - 1963     GOOD             CGS
 BJ1355  HISTORY     - 1984     GOOD             USPSQD
 BJ1355  HISTORY     - 1985     GOOD             USPSQD
 BJ1355  HISTORY     - 1985     GOOD             NGS
 BJ1355  HISTORY     - 1988     GOOD             USPSQD
 BJ1355  HISTORY     - 1988     GOOD             USPSQD
 BJ1355  HISTORY     - 1990     GOOD             USPSQD
 BJ1355  HISTORY     - 19901108 GOOD             NGS
 BJ1355  HISTORY     - 19941117 GOOD             NGS
 BJ1355  HISTORY     - 20040922 GOOD             LADTD
 BJ1355
 BJ1355                          STATION DESCRIPTION
 BJ1355
 BJ1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLS)
 BJ1355'ON THE LAKE PONTCHARTRAIN SEA-WALL, IN ZONE 2 WHICH LIES
 BJ1355'BETWEEN BAYOU ST. JOHN AND THE ORLEANS CANAL, AND IN THE
 BJ1355'52ND BAY COUNTING FROM BAYOU ST. JOHN.
 BJ1355'
 BJ1355'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH
 BJ1355'WITH THE TOP SURFACE OF THE TOP COPING.
 BJ1355'
 BJ1355'THE REFERENCE MARK, A STANDARD BRONZE REFERENCE DISK SET
 BJ1355'FLUSH WITH THE TOP SURFACE OF THE TOP COPING, IS 24.916
 BJ1355'METERS (81.75 FEET) FROM THE STATION N 41 DEG 11 MIN W.
 BJ1355'
 BJ1355'THE MILNEBURG LIGHTHOUSE IS N 79 DEG 9 MIN E.
 BJ1355
 BJ1355                          STATION RECOVERY (1935)
 BJ1355
 BJ1355'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1355'RECOVERED AS DESCRIBED.
 BJ1355
 BJ1355                          STATION RECOVERY (1953)
 BJ1355
 BJ1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1355'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 BJ1355'A NEW DESCRIPTION FOLLOWS--
 BJ1355'
 BJ1355'STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEAWALL, BETWEEN
 BJ1355'BAYOU ST. JOHN AND ORLEANS CANAL.  IT IS A STANDARD BRONZE
 BJ1355'DISK, STAMPED ESSEX 1931 AND CEMENTED IN A DRILL HOLE IN THE
 BJ1355'TOP OF A CONCRETE SEAWALL.
 BJ1355'
 BJ1355'THE REFERENCE MARK IS A STANDARD BRONZE DISK, STAMPED ESSEX
 BJ1355'1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 BJ1355'SEAWALL.
 BJ1355'
 BJ1355'TO REACH THE STATION FROM THE W END OF THE BRIDGE ACROSS
 BJ1355'BAYOU ST. JOHN, GO W ON LAKESHORE DRIVE FOR 0.3 MI. TO THE
 BJ1355'STATION ON THE RIGHT AS DESCRIBED.
 BJ1355
 BJ1355                          STATION RECOVERY (1954)
 BJ1355
 BJ1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1355'THE STATION IS LOCATED IN THE NW SECTION OF NEW ORLEANS, AT
 BJ1355'THE S SHORE OF LAKE PONCHARTRAIN, 0.35 MI. W OF THE W END OF THE
 BJ1355'BRIDGE OVER ST. JOHNS BAYOU, 89 FT. NE OF THE CENTERLINE OF LAKE
 BJ1355'SHORE DRIVE, AND 104 FT. E OF LIGHT POST NO. 77.  IT IS A
 BJ1355'STANDARD DISK, STAMPED ESSEX 1931 AND SET FLUSH IN A DRILL
 BJ1355'HOLE ON THE TOP OF THE SEAWALL.
 BJ1355'
 BJ1355'THE REFERENCE MARK IS 81.80 FT. W-NW OF THE STATION
 BJ1355'N 41 DEG 11 MIN W. IT IS 66 FT. NE OF LIGHT POST NO. 77, AND
 BJ1355'89 FT. NE OF THE CENTERLINE OF LAKE SHORE DRIVE.  IT IS A
 BJ1355'STANDARD DISK, STAMPED ESSEX 1931 AND SET IN A DRILL HOLE IN
 BJ1355'THE TOP OF THE SEAWALL.
 BJ1355
 BJ1355                          STATION RECOVERY (1963)
 BJ1355
 BJ1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1355'IN NEW ORLEANS.
 BJ1355'AT NEW ORLEANS, ABOUT 0.3 MILE WEST ALONG LAKESHORE DRIVE FROM THE
 BJ1355'WEST END OF BRIDGE OVER ST. JOHNS BAYOU, 0.2 MILE SOUTHEAST OF THE
 BJ1355'ORLEANS LEVEE BOARD POLICE BUILDING, SET IN THE TOP OF THE CONCRETE
 BJ1355'SEA WALL ALONG THE SHORE OF LAKE PONTCHARTRAIN, ABOUT 90 YARDS NORTH
 BJ1355'OF THE JUNCTION OF RAIL STREET LEADING SOUTH, 68 1/2 FEET NORTHEAST OF
 BJ1355'THE NORTHEAST CURB LINE OF LAKESHORE DRIVE, 45 1/2 FEET
 BJ1355'NORTH-NORTHWEST OF A STEEL STREET LAMP POST 556 AND ABOUT LEVEL WITH
 BJ1355'THE DRIVE.
 BJ1355
 BJ1355                          STATION RECOVERY (1984)
 BJ1355
 BJ1355'RECOVERY NOTE BY US POWER SQUADRON 1984 (SAB)
 BJ1355'ESSEX DEFACED.
 BJ1355'
 BJ1355'NO. 5 - SEE SPANISH FORT, LA 1953 EDITION OF MAP OF LAKE
 BJ1355'PONTCHARTRAIN AREA LOCATED ON SEAWALL ABOUT A MILE EAST OF
 BJ1355'MARKER DODGE.
 BJ1355'
 BJ1355'THE ARROW ON THE SPANISH FORT ABOVE MAP POINTS TO THE WRONG MARKER.
 BJ1355
 BJ1355                          STATION RECOVERY (1985)
 BJ1355
 BJ1355'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 BJ1355'ESSEX--1931 FOUND GOOD.
 BJ1355'
 BJ1355'DESCRIPTION ADEQUATE.
 BJ1355'
 BJ1355'ESSEX 1931 REFERENCE MARK FOUND GOOD.
 BJ1355'
 BJ1355'DESCRIPTION ADEQUATE AS STATED.
 BJ1355
 BJ1355                          STATION RECOVERY (1985)
 BJ1355
 BJ1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1355'RECOVERED IN GOOD CONDITION, THE 1963 RECOVERY IS ADEQUATE WITH THE
 BJ1355'FOLLOWING CHANGE, DELETE--THE WEST END OF BRIDGE OVER.
 BJ1355
 BJ1355                          STATION RECOVERY (1988)
 BJ1355
 BJ1355'RECOVERY NOTE BY US POWER SQUADRON 1988 (PHL)
 BJ1355'RECOVERED IN GOOD CONDITION.
 BJ1355
 BJ1355                          STATION RECOVERY (1988)
 BJ1355
 BJ1355'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 BJ1355'RECOVERED IN GOOD CONDITION.
 BJ1355
 BJ1355                          STATION RECOVERY (1990)
 BJ1355
 BJ1355'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLR)
 BJ1355'RECOVERED IN GOOD CONDITION.
 BJ1355
 BJ1355                          STATION RECOVERY (1990)
 BJ1355
 BJ1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1355'0.1 KM (0.1 MI) WESTERLY ALONG LAKESHORE DRIVE FROM THE JUNCTION OF
 BJ1355'RAIL STREET IN NEW ORLEANS, IN A CONCRETE RETAINING WALL ALONG THE
 BJ1355'SOUTH SHORE OF LAKE PONTCHARTRAIN, 43.4 M (142.4 FT) SOUTHEAST OF THE
 BJ1355'SOUTHEAST CORNER OF A SHELTER, 32.4 M (106.3 FT) EAST OF UTILITY
 BJ1355'LIGHT POLE NUMBER LB 74, 27.2 M (89.2 FT) EAST-NORTHEAST OF THE
 BJ1355'CENTERLINE OF THE DRIVE, 24.9 M (81.7 FT) SOUTH-SOUTHEAST OF ESSEX
 BJ1355'RM, 13.9 M (45.6 FT) NORTH OF UTILITY LIGHT POLE NUMBER SW 32, AND
 BJ1355'0.9 M (3.0 FT) BELOW THE LEVEL OF THE DRIVE.
 BJ1355
 BJ1355                          STATION RECOVERY (1994)
 BJ1355
 BJ1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1355'0.1 KM (0.05 MI) WESTERLY ALONG LAKESHORE DRIVE FROM THE JUNCTION OF
 BJ1355'RAIL STREET IN NEW ORLEANS, IN A CONCRETE RETAINING WALL ALONG THE
 BJ1355'SOUTH SHORE OF LAKE PONTCHARTRAIN, 43.4 M (142.4 FT) EAST OF THE EAST
 BJ1355'CORNER OF A PICNIC SHELTER, 32.4 M (106.3 FT) EAST-NORTHEAST OF
 BJ1355'UTILITY LIGHT POLE NUMBER LB 74, 27.2 M (89.2 FT) NORTHEAST OF THE
 BJ1355'DRIVE CENTER, 24.9 M (81.7 FT) SOUTHEAST OF ESSEX REFERENCE MARK, 13.9
 BJ1355'M (45.6 FT) NORTH OF UTILITY LIGHT POLE NUMBER SW 32, AND 2.0 M (6.6
 BJ1355'FT) BELOW THE LEVEL OF THE DRIVE.
 BJ1355
 BJ1355                          STATION RECOVERY (2004)
 BJ1355
 BJ1355'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0619 ***********************************************************************
 AV0619  DESIGNATION -  ESTHER SUPERIOR OIL MAST
 AV0619  PID         -  AV0619
 AV0619  STATE/COUNTY-  LA/VERMILION
 AV0619  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0619
 AV0619                         *CURRENT SURVEY CONTROL
 AV0619  ___________________________________________________________________
 AV0619* NAD 83(1992)-  29 51 08.70054(N)    092 12 49.08140(W)     ADJUSTED  
 AV0619* NAVD 88     -                                                        
 AV0619  **This station is located in a subsidence area (see below).
 AV0619  ___________________________________________________________________
 AV0619  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0619  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AV0619
 AV0619  HORZ ORDER  -  THIRD
 AV0619
 AV0619.The horizontal coordinates were established by classical geodetic methods
 AV0619.and adjusted by the National Geodetic Survey in January 1993..
 AV0619
 AV0619 ** The orthometric height has not been validated since last determined
 AV0619 ** by differential leveling and should not be used for control purposes.
 AV0619 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0619 ** area with valid NAVD 88 orthometric heights.
 AV0619 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0619 ** epoch indicated which incorporates improved geoid heights for the
 AV0619 ** Southern Louisiana Subsidence area.
 AV0619 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0619
 AV0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0619
 AV0619.The geoid height was determined by GEOID03.
 AV0619
 AV0619;                    North         East     Units Scale Factor Converg.
 AV0619;SPC LA S     -   150,234.547   914,944.563   MT  0.99992908   -0 26 24.6
 AV0619;SPC LA S     -   492,894.51  3,001,780.62   sFT  0.99992908   -0 26 24.6
 AV0619;UTM  15      - 3,302,691.589   575,956.391   MT  0.99967118   +0 23 29.2
 AV0619
 AV0619                          SUPERSEDED SURVEY CONTROL
 AV0619
 AV0619  NAD 83(1986)-  29 51 08.72015(N)    092 12 49.07487(W) AD(       ) 4
 AV0619  NAD 27      -  29 51 07.96632(N)    092 12 48.61141(W) AD(       ) 3
 AV0619
 AV0619.Superseded values are not recommended for survey control.
 AV0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0619.See file dsdata.txt to determine how the superseded data were derived.
 AV0619
 AV0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7595602692(NAD 83)
 AV0619_MARKER: 42 = RADIO/TV MAST
 AV0619
 AV0619  HISTORY     - Date     Condition        Report By
 AV0619  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0619  HISTORY     - 19910909 GOOD             USPSQD
 AV0619
 AV0619                          STATION DESCRIPTION
 AV0619
 AV0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0619'THE STATION IS THE TOP CENTER OF THE ESTHER, SUPERIOR OIL COMPANY,
 AV0619'KLO 65-KKZ 730 MAST, PHONE 774-2636, LAKE CHARLES, LOUISIANA,
 AV0619'LOCATED ABOUT 10 MILES SOUTHEAST OF KAPLAN, 10 MILES SOUTHWEST OF
 AV0619'ABBEVILLE, AND 2-1/2 MILES WEST-NORTHWEST OF SMALL COMMUNITY OF
 AV0619'ESTHER.  IT IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED,
 AV0619'PAINTED ALTERNATELY RED AND WHITE, AND HAS AN OVERALL HEIGHT OF 440
 AV0619'FEET.
 AV0619'
 AV0619'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 333 IN THE SMALL
 AV0619'COMMUNITY OF ESTHER, GO WESTERLY ON HIGHWAY 82 FOR 3.2 MILES TO A
 AV0619'PAVED ROAD RIGHT.  TURN RIGHT ON STATE HIGHWAY 633 AND GO NORTH,
 AV0619'THEN EAST, FOR 0.3 MILE TO WHERE HIGHWAY 633 TURNS BACK NORTH AND A
 AV0619'PAVED ROAD LEADS SOUTH.  TURN RIGHT AND GO SOUTH AND EAST ON THIS
 AV0619'ROAD FOR 0.8 MILE TO WHERE IT MAKES A SHARP TURN TO THE LEFT.  TURN
 AV0619'LEFT AND GO NORTHWEST FOR 0.15 MILE TO A CATTLE GUARD ON THE LEFT
 AV0619'AND STATION ABOUT 0.1 MILE WEST OF HERE.
 AV0619
 AV0619                          STATION RECOVERY (1991)
 AV0619
 AV0619'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0513 ***********************************************************************
 BJ0513  DESIGNATION -  ETHYL WELL 27
 BJ0513  PID         -  BJ0513
 BJ0513  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0513  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0513
 BJ0513                         *CURRENT SURVEY CONTROL
 BJ0513  ___________________________________________________________________
 BJ0513* NAD 83(1986)-  30 30 12.     (N)    091 10 54.     (W)     SCALED    
 BJ0513* NAVD 88     -        16.735  (meters)      54.90   (feet)  ADJUSTED  
 BJ0513  ___________________________________________________________________
 BJ0513  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0513  DYNAMIC HT  -          16.714 (meters)      54.84  (feet)  COMP
 BJ0513  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ0513
 BJ0513  VERT ORDER  -  FIRST     CLASS I
 BJ0513
 BJ0513.The horizontal coordinates were scaled from a topographic map and have
 BJ0513.an estimated accuracy of +/- 6 seconds.
 BJ0513
 BJ0513.The orthometric height was determined by differential leveling
 BJ0513.and adjusted by the National Geodetic Survey in February 1994..
 BJ0513
 BJ0513.The geoid height was determined by GEOID03.
 BJ0513
 BJ0513.The dynamic height is computed by dividing the NAVD 88
 BJ0513.geopotential number by the normal gravity value computed on the
 BJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0513.degrees latitude (g = 980.6199 gals.).
 BJ0513
 BJ0513.The modeled gravity was interpolated from observed gravity values.
 BJ0513
 BJ0513;                    North         East    Units  Estimated Accuracy
 BJ0513;SPC LA S     -   222,070.    1,014,560.      MT  (+/- 180 meters Scaled)
 BJ0513
 BJ0513                          SUPERSEDED SURVEY CONTROL
 BJ0513
 BJ0513  NGVD 29 (??/??/??)   16.722  (m)           54.86   (f) ADJUSTED    1 1
 BJ0513
 BJ0513.Superseded values are not recommended for survey control.
 BJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0513.See file dsdata.txt to determine how the superseded data were derived.
 BJ0513
 BJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP744759(NAD 83)
 BJ0513_MARKER: B = BOLT
 BJ0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0513_SP_SET: WELL FOUNDATION
 BJ0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0513
 BJ0513  HISTORY     - Date     Condition        Report By
 BJ0513  HISTORY     - 1976     MONUMENTED       NGS
 BJ0513
 BJ0513                          STATION DESCRIPTION
 BJ0513
 BJ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0513'IN BATON ROUGE.
 BJ0513'LOCATED ON THE NORTH SIDE OF THE ETHYL CORPORATION PLANT, 69 FEET
 BJ0513'SOUTH OF THE CENTER OF PAVED SERVICE ROAD, 49 FEET NORTHWEST OF THE
 BJ0513'SOUTH END OF A RAILROAD TRACK, 43 FEET SOUTH OF THE FENCELINE.
 BJ0513'A BOLT IN THE SOUTHEAST CORNER OF PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0515 ***********************************************************************
 BJ0515  DESIGNATION -  ETHYL WELL 6
 BJ0515  PID         -  BJ0515
 BJ0515  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0515  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0515
 BJ0515                         *CURRENT SURVEY CONTROL
 BJ0515  ___________________________________________________________________
 BJ0515* NAD 83(1986)-  30 30 12.     (N)    091 10 54.     (W)     SCALED    
 BJ0515* NAVD 88     -        18.005  (meters)      59.07   (feet)  ADJUSTED  
 BJ0515  ___________________________________________________________________
 BJ0515  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0515  DYNAMIC HT  -          17.981 (meters)      58.99  (feet)  COMP
 BJ0515  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ0515
 BJ0515  VERT ORDER  -  FIRST     CLASS I
 BJ0515
 BJ0515.The horizontal coordinates were scaled from a topographic map and have
 BJ0515.an estimated accuracy of +/- 6 seconds.
 BJ0515
 BJ0515.The orthometric height was determined by differential leveling
 BJ0515.and adjusted by the National Geodetic Survey in February 1994..
 BJ0515
 BJ0515.The geoid height was determined by GEOID03.
 BJ0515
 BJ0515.The dynamic height is computed by dividing the NAVD 88
 BJ0515.geopotential number by the normal gravity value computed on the
 BJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0515.degrees latitude (g = 980.6199 gals.).
 BJ0515
 BJ0515.The modeled gravity was interpolated from observed gravity values.
 BJ0515
 BJ0515;                    North         East    Units  Estimated Accuracy
 BJ0515;SPC LA S     -   222,070.    1,014,560.      MT  (+/- 180 meters Scaled)
 BJ0515
 BJ0515                          SUPERSEDED SURVEY CONTROL
 BJ0515
 BJ0515  NGVD 29 (??/??/??)   17.992  (m)           59.03   (f) ADJUSTED    1 1
 BJ0515
 BJ0515.Superseded values are not recommended for survey control.
 BJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0515.See file dsdata.txt to determine how the superseded data were derived.
 BJ0515
 BJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP744759(NAD 83)
 BJ0515_MARKER: DB = BENCH MARK DISK
 BJ0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0515_SP_SET: 5 INCH FLAT DISK IN CONCRETE
 BJ0515_STAMPING: 6 WELL ABANDONED 1975
 BJ0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0515
 BJ0515  HISTORY     - Date     Condition        Report By
 BJ0515  HISTORY     - 1976     MONUMENTED       NGS
 BJ0515
 BJ0515                          STATION DESCRIPTION
 BJ0515
 BJ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0515'IN BATON ROUGE.
 BJ0515'LOCATED ON THE NORTH SIDE OF THE ETHYL CORPORATION PLANT, 44 FEET
 BJ0515'SOUTH OF PAVED SURFACE ROAD, 18 FEET SOUTH OF POWERLINE POLE NUMBER
 BJ0515'329, 29 FEET WEST OF POWERLINE POLE NUMBER 96.  A 5-INCH FLAT
 BJ0515'DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0516 ***********************************************************************
 BJ0516  DESIGNATION -  ETHYL WELL 7
 BJ0516  PID         -  BJ0516
 BJ0516  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0516  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0516
 BJ0516                         *CURRENT SURVEY CONTROL
 BJ0516  ___________________________________________________________________
 BJ0516* NAD 83(1986)-  30 30 09.     (N)    091 10 54.     (W)     SCALED    
 BJ0516* NAVD 88     -        17.573  (meters)      57.65   (feet)  ADJUSTED  
 BJ0516  ___________________________________________________________________
 BJ0516  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0516  DYNAMIC HT  -          17.550 (meters)      57.58  (feet)  COMP
 BJ0516  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ0516
 BJ0516  VERT ORDER  -  FIRST     CLASS I
 BJ0516
 BJ0516.The horizontal coordinates were scaled from a topographic map and have
 BJ0516.an estimated accuracy of +/- 6 seconds.
 BJ0516
 BJ0516.The orthometric height was determined by differential leveling
 BJ0516.and adjusted by the National Geodetic Survey in February 1994..
 BJ0516
 BJ0516.The geoid height was determined by GEOID03.
 BJ0516
 BJ0516.The dynamic height is computed by dividing the NAVD 88
 BJ0516.geopotential number by the normal gravity value computed on the
 BJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0516.degrees latitude (g = 980.6199 gals.).
 BJ0516
 BJ0516.The modeled gravity was interpolated from observed gravity values.
 BJ0516
 BJ0516;                    North         East    Units  Estimated Accuracy
 BJ0516;SPC LA S     -   221,980.    1,014,560.      MT  (+/- 180 meters Scaled)
 BJ0516
 BJ0516                          SUPERSEDED SURVEY CONTROL
 BJ0516
 BJ0516  NGVD 29 (??/??/??)   17.560  (m)           57.61   (f) ADJUSTED    1 1
 BJ0516
 BJ0516.Superseded values are not recommended for survey control.
 BJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0516.See file dsdata.txt to determine how the superseded data were derived.
 BJ0516
 BJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP744758(NAD 83)
 BJ0516_MARKER: B = BOLT
 BJ0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0516_SP_SET: WELL FOUNDATION
 BJ0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0516
 BJ0516  HISTORY     - Date     Condition        Report By
 BJ0516  HISTORY     - 1976     MONUMENTED       NGS
 BJ0516
 BJ0516                          STATION DESCRIPTION
 BJ0516
 BJ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0516'IN BATON ROUGE.
 BJ0516'LOCATED ABOUT 0.1 MILE SOUTH OF THE NORTH SIDE OF THE ETHYL
 BJ0516'CORPORATION PLANT, 88 FEET SOUTH-SOUTHWEST OF POWERLINE POLE NUMBER
 BJ0516'92, 49 FEET EAST OF EAST RAIL OF RAILROAD TRACK, 42 FEET NORTHWEST
 BJ0516'OF POWERLINE POLE NUMBER 240.  THE NORTH BOLT IN FOUNDATION WELL 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0514 ***********************************************************************
 BJ0514  DESIGNATION -  ETYHL
 BJ0514  PID         -  BJ0514
 BJ0514  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0514  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0514
 BJ0514                         *CURRENT SURVEY CONTROL
 BJ0514  ___________________________________________________________________
 BJ0514* NAD 83(1986)-  30 30 12.     (N)    091 10 54.     (W)     SCALED    
 BJ0514* NAVD 88     -        18.285  (meters)      59.99   (feet)  ADJUSTED  
 BJ0514  ___________________________________________________________________
 BJ0514  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0514  DYNAMIC HT  -          18.262 (meters)      59.91  (feet)  COMP
 BJ0514  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ0514
 BJ0514  VERT ORDER  -  FIRST     CLASS I
 BJ0514
 BJ0514.The horizontal coordinates were scaled from a topographic map and have
 BJ0514.an estimated accuracy of +/- 6 seconds.
 BJ0514
 BJ0514.The orthometric height was determined by differential leveling
 BJ0514.and adjusted by the National Geodetic Survey in February 1994..
 BJ0514
 BJ0514.The geoid height was determined by GEOID03.
 BJ0514
 BJ0514.The dynamic height is computed by dividing the NAVD 88
 BJ0514.geopotential number by the normal gravity value computed on the
 BJ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0514.degrees latitude (g = 980.6199 gals.).
 BJ0514
 BJ0514.The modeled gravity was interpolated from observed gravity values.
 BJ0514
 BJ0514;                    North         East    Units  Estimated Accuracy
 BJ0514;SPC LA S     -   222,070.    1,014,560.      MT  (+/- 180 meters Scaled)
 BJ0514
 BJ0514                          SUPERSEDED SURVEY CONTROL
 BJ0514
 BJ0514  NGVD 29 (??/??/??)   18.272  (m)           59.95   (f) ADJUSTED    1 1
 BJ0514
 BJ0514.Superseded values are not recommended for survey control.
 BJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0514.See file dsdata.txt to determine how the superseded data were derived.
 BJ0514
 BJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP744759(NAD 83)
 BJ0514_MARKER: B = BOLT
 BJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0514_SP_SET: CONCRETE POST
 BJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0514+STABILITY: SURFACE MOTION
 BJ0514
 BJ0514  HISTORY     - Date     Condition        Report By
 BJ0514  HISTORY     - 1976     MONUMENTED       NGS
 BJ0514
 BJ0514                          STATION DESCRIPTION
 BJ0514
 BJ0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0514'IN BATON ROUGE.
 BJ0514'LOCATED ON THE NORTH SIDE OF THE ETHYL CORPORATION PLANT, 27 FEET
 BJ0514'SOUTH OF THE CENTER OF A SERVICE ROAD, 18 FEET NORTHWEST OF WELL 6,
 BJ0514'1 FOOT EAST OF POWER LINE POLE NUMBER 329, 0.5 FOOT NORTH OF A CHAIN
 BJ0514'LINK FENCE.  A BOLT SET IN THE TOP OF A CEMENT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2907 ***********************************************************************
 CQ2907  DESIGNATION -  EUGENE
 CQ2907  PID         -  CQ2907
 CQ2907  STATE/COUNTY-  LA/LINCOLN
 CQ2907  USGS QUAD   -  RUSTON EAST (1994)
 CQ2907
 CQ2907                         *CURRENT SURVEY CONTROL
 CQ2907  ___________________________________________________________________
 CQ2907* NAD 83(1992)-  32 30 22.91186(N)    092 34 11.73999(W)     ADJUSTED  
 CQ2907* NAVD 88     -       108.5    (meters)     356.     (feet)  VERTCON   
 CQ2907  ___________________________________________________________________
 CQ2907  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CQ2907  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2907
 CQ2907  HORZ ORDER  -  SECOND
 CQ2907
 CQ2907.The horizontal coordinates were established by classical geodetic methods
 CQ2907.and adjusted by the National Geodetic Survey in January 1993..
 CQ2907
 CQ2907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2907
 CQ2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2907
 CQ2907.The geoid height was determined by GEOID03.
 CQ2907
 CQ2907;                    North         East     Units Scale Factor Converg.
 CQ2907;SPC LA N     -   222,462.282   993,429.092   MT  0.99996738   -0 02 13.1
 CQ2907;SPC LA N     -   729,861.67  3,259,275.28   sFT  0.99996738   -0 02 13.1
 CQ2907;UTM  15      - 3,596,646.095   540,397.944   MT  0.99962012   +0 13 52.0
 CQ2907
 CQ2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2907!SPC LA N     -   0.99998700  x   0.99996738  =   0.99995438
 CQ2907!UTM  15      -   0.99998700  x   0.99962012  =   0.99960712
 CQ2907
 CQ2907|---------------------------------------------------------------------|
 CQ2907| PID    Reference Object                     Distance      Geod. Az  |
 CQ2907|                                                           dddmmss.s |
 CQ2907| CW9811 EUGENE RM 1                          14.437 METERS 01855     |
 CQ2907| CW9812 EUGENE RM 2                          10.412 METERS 10457     |
 CQ2907| CQ2906 EUGENE LADH A 1971                   29.943 METERS 14327     |
 CQ2907| CQ2826 CHOUDRANT                           APPROX. 6.3 KM 1801133.2 |
 CQ2907| CW9810 EUGENE AZ MK                                       2630113.1 |
 CQ2907|---------------------------------------------------------------------|
 CQ2907
 CQ2907                          SUPERSEDED SURVEY CONTROL
 CQ2907
 CQ2907  NAD 83(1986)-  32 30 22.92522(N)    092 34 11.73086(W) AD(       ) 2
 CQ2907  NAD 27      -  32 30 22.38855(N)    092 34 11.20346(W) AD(       ) 2
 CQ2907  NGVD 29 (07/19/86)  108.6    (m)          356.     (f) VERT ANG       
 CQ2907
 CQ2907.Superseded values are not recommended for survey control.
 CQ2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2907.See file dsdata.txt to determine how the superseded data were derived.
 CQ2907
 CQ2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4039896646(NAD 83)
 CQ2907_MARKER: DD = SURVEY DISK
 CQ2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2907
 CQ2907  HISTORY     - Date     Condition        Report By
 CQ2907  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2907
 CQ2907                          STATION DESCRIPTION
 CQ2907
 CQ2907'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2907'THE STATION IS LOCATED 4 MILES SOUTHEAST OF RUSTON, LOUISIANA,
 CQ2907'4 MILES SOUTHWEST OF CHOUDRANT AND 11.5 MILES NORTHWEST OF EROS,
 CQ2907'IN THE NORTHEAST 1/4 OF SECTION 33, T18N, R2W, AND ON THE
 CQ2907'PROPERTY OWNED BY LINCOLN PARISH, ADDRESS RUSTON, LOUISIANA.
 CQ2907'
 CQ2907'TO REACH THE STATION FROM THE COURTHOUSE (ON HIGHWAY 167) IN
 CQ2907'RUSTON, DRIVE SOUTH ALONG U.S. HIGHWAY 167 FOR 0.2 MILE TO
 CQ2907'U.S. HIGHWAY 80, TURN LEFT ON U.S. HIGHWAY 80 AND GO EAST FOR
 CQ2907'0.1 MILE TO THE INTERSECTION WITH STATE HIGHWAY 146, TAKE
 CQ2907'STATE HIGHWAY 146 EAST AND SOUTH FOR 2.9 MILES TO THE JUNCTION
 CQ2907'WITH PARISH ROAD NO. 404, TURN LEFT AND GO NORTH ON PARISH ROAD
 CQ2907'404 FOR 1.2 MILES.  THE STATION IS SET ON THE LEFT AND NORTH OF
 CQ2907'THE ROAD NEAR A BIG OAK TREE AND A PUMP HOUSE.
 CQ2907'
 CQ2907'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ALONG
 CQ2907'PARISH ROAD NO. 404 FOR 0.1 MILE TO THE MARK WHICH IS SET ON THE
 CQ2907'RIGHT AND NORTHWEST OF THE HIGHWAY NEAR A FENCE CORNER AND A
 CQ2907'POWER POLE.
 CQ2907'
 CQ2907'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2907'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2907'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2907'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2907'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2907'SURFACE.  THEY ARE STAMPED EUGENE 1971.  THE MARK IS 40 FEET
 CQ2907'WEST OF A 30 INCH OAK TREE, 38 FEET NORTH OF THE CENTER OF
 CQ2907'PARISH ROAD NO. 404, 33 FEET SOUTHWEST OF AN 8 INCH PINE
 CQ2907'TREE, 27 FEET SOUTH OF THE SOUTHWEST CORNER OF A PUMP HOUSE, 6
 CQ2907'FEET NORTH OF A 6 INCH PINE TREE, AND 2 FEET NORTH OF A METAL
 CQ2907'WITNESS POST AND SIGN.
 CQ2907'
 CQ2907'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2907'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2907'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2907'GROUND.  IT IS STAMPED EUGENE R.M. 1 1971.  IT IS 85 FEET NORTH
 CQ2907'OF THE CENTER OF PARISH ROAD NO. 404, 25 FEET NORTHWEST OF AN
 CQ2907'8 INCH PINE TREE, 17 FEET WEST-SOUTHWEST OF A 10 INCH PINE TREE,
 CQ2907'13 FEET SOUTH OF A 6 INCH PINE TREE, AND 12 FEET
 CQ2907'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A PUMP HOUSE.
 CQ2907'
 CQ2907'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2907'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2907'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2907'GROUND.  IT IS STAMPED EUGENE R.M. 2 1971.  IT IS 34 FEET EAST
 CQ2907'OF A 6 INCH PINE TREE, 33 FEET NORTH OF THE CENTER OF PARISH
 CQ2907'ROAD NO. 404, 32 FEET SOUTH-SOUTHEAST OF AN 8 INCH PINE TREE,
 CQ2907'31 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME
 CQ2907'HOUSE, AND 7 FEET WEST-SOUTHWEST OF A 30 INCH OAK TREE.
 CQ2907'
 CQ2907'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2907'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2907'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 CQ2907'THE GROUND.  IT IS STAMPED EUGENE AZ. MK. 1971.  IT IS 30 FEET
 CQ2907'NORTHWEST OF THE CENTER OF PARISH ROAD NO. 404, 7 FEET
 CQ2907'EAST-NORTHEAST OF POWER POLE NUMBER 21, 6 FEET EAST OF A FENCE
 CQ2907'CORNER, 3 FEET SOUTH-SOUTHEAST OF A FENCE, AND 2 FEET NORTHEAST
 CQ2907'OF A METAL WITNESS POST AND SIGN.
 CQ2907'
 CQ2907'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2907'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2907'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2907'GROUND.  IT IS STAMPED EUGENE R.M. 2 1971.  IT IS 34 FEET EAST
 CQ2907'OF A 6 INCH PINE TREE, 33 FEET NORTH OF THE CENTER OF PARISH
 CQ2907'ROAD NO. 404, 32 FEET SOUTH-SOUTHEAST OF AN 8 INCH PINE TREE, 31
 CQ2907'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME
 CQ2907'HOUSE, AND 7 FEET WEST-SOUTHWEST OF A 30 INCH OAK TREE.
 CQ2907'
 CQ2907'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2907'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2907'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 CQ2907'THE GROUND.  IT IS STAMPED EUGENE AZ. MK. 1971.  IT IS 30 FEET
 CQ2907'NORTHWEST OF THE CENTER OF PARISH ROAD NO. 404, 7 FEET
 CQ2907'EAST-NORTHEAST OF POWER POLE NUMBER 21, 6 FEET EAST OF A FENCE
 CQ2907'CORNER, 3 FEET SOUTH-SOUTHEAST OF A FENCE, AND 2 FEET NORTHEAST
 CQ2907'OF A METAL WITNESS POST AND SIGN.
 CQ2907'
 CQ2907'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1000 ***********************************************************************
 AT1000  DESIGNATION -  EUGENE
 AT1000  PID         -  AT1000
 AT1000  STATE/COUNTY-  LA/ST BERNARD
 AT1000  USGS QUAD   -  LAKE EUGENIE (1994)
 AT1000
 AT1000                         *CURRENT SURVEY CONTROL
 AT1000  ___________________________________________________________________
 AT1000* NAD 83(1992)-  29 55 58.67545(N)    089 28 34.19633(W)     ADJUSTED  
 AT1000* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1000  ___________________________________________________________________
 AT1000  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AT1000  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AT1000
 AT1000  HORZ ORDER  -  THIRD
 AT1000
 AT1000.The horizontal coordinates were established by classical geodetic methods
 AT1000.and adjusted by the National Geodetic Survey in May 1994..
 AT1000
 AT1000.The orthometric height was scaled from a topographic map.
 AT1000
 AT1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1000
 AT1000.The geoid height was determined by GEOID03.
 AT1000
 AT1000;                    North         East     Units Scale Factor Converg.
 AT1000;SPC LA S     -   160,288.987 1,179,290.472   MT  0.99992644   +0 55 43.0
 AT1000;SPC LA S     -   525,881.45  3,869,055.49   sFT  0.99992644   +0 55 43.0
 AT1000;UTM  16      - 3,313,935.623   260,981.583   MT  1.00030492   -1 14 10.2
 AT1000
 AT1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1000!SPC LA S     -   1.00000409  x   0.99992644  =   0.99993053
 AT1000!UTM  16      -   1.00000409  x   1.00030492  =   1.00030902
 AT1000
 AT1000|---------------------------------------------------------------------|
 AT1000| PID    Reference Object                     Distance      Geod. Az  |
 AT1000|                                                           dddmmss.s |
 AT1000| DD6644 EUGENE RM 2                          24.194 METERS 05222     |
 AT1000| AT0978 GRASS                               APPROX.15.0 KM 0630941.3 |
 AT1000| DD6643 EUGENE RM 1                          23.560 METERS 31914     |
 AT1000|---------------------------------------------------------------------|
 AT1000
 AT1000                          SUPERSEDED SURVEY CONTROL
 AT1000
 AT1000  NAD 83(1992)-  29 55 58.68224(N)    089 28 34.18871(W) AD(       ) 3
 AT1000  NAD 83(1986)-  29 55 58.68644(N)    089 28 34.19232(W) AD(       ) 3
 AT1000  NAD 27      -  29 55 57.95100(N)    089 28 34.01800(W) AD(       ) 3
 AT1000
 AT1000.Superseded values are not recommended for survey control.
 AT1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1000.See file dsdata.txt to determine how the superseded data were derived.
 AT1000
 AT1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6098213936(NAD 83)
 AT1000_MARKER: DS = TRIANGULATION STATION DISK
 AT1000_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1000_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1000
 AT1000  HISTORY     - Date     Condition        Report By
 AT1000  HISTORY     - 1934     MONUMENTED       CGS
 AT1000  HISTORY     - 1952     GOOD             CGS
 AT1000  HISTORY     - 1966     MARK NOT FOUND   CGS
 AT1000  HISTORY     - 1976     GOOD             AMOCO
 AT1000  HISTORY     - 1978     GOOD             NGS
 AT1000
 AT1000                          STATION DESCRIPTION
 AT1000
 AT1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1000'STATION IS IN THE LOCALITY OF E MISSISSIPPI DELTA IN THE MARSH ABOUT
 AT1000'7 MILES SE OF THE
 AT1000'MOUTH OF BILOXI BAYOU AND ABOUT 8 MILES NE OF THE
 AT1000'MOUTH OF BAYOU ST.  MALO.  IT IS
 AT1000'ABOUT 2 MILES WESTWARD OF THE NW ARM
 AT1000'OF AND IS ON THE W BANK OF THE BAYOU OPPOSITE THE
 AT1000'MOUTH OF A BRANCH
 AT1000'BAYOU WHICH TURNS OFF TO THE S.  THE STATION IS 42.7 METERS FROM THE
 AT1000'W BANK OF THE
 AT1000'BAYOU, 58.5 METERS NE OF A SMALL LAKE OR SLOUGH, 83.2
 AT1000'METERS S OF A LAKE INTO WHICH
 AT1000'THE BAYOU FLOWS, AND 65.5 METERS SE OF
 AT1000'A LARGE MUDHOLE OR SLOUGH.
 AT1000'
 AT1000'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT1000'OF THE TOP OF AN
 AT1000'8-INCH TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 AT1000'TO THE UPPER END OF A LONG WOODEN
 AT1000'PILE DRIVEN INTO THE MARSH.  MARK
 AT1000'PROJECTS 8 INCHES.
 AT1000'
 AT1000'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AT THE
 AT1000'CENTER OF THE TOPS
 AT1000'OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE
 AT1000'TO THE UPPER ENDS OF LONG WOODEN
 AT1000'PILES DRIVEN INTO THE MARSH.
 AT1000'
 AT1000'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AT1000
 AT1000                          STATION RECOVERY (1952)
 AT1000
 AT1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1000'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AT1000'ORIGINAL
 AT1000'DESCRIPTION IS ADEQUATE AND STATION IS NOW 132 FEET TO BAYOU
 AT1000'S 58 DEG E
 AT1000'STATION MARK IS A STANDARD DISK SET
 AT1000'IN CONCRETE IN THE CENTER OF A TILE,
 AT1000'STAMPED EUGENE 1934, AND FLUSH
 AT1000'WITH THE GROUND.
 AT1000'
 AT1000'R.M. 1 IS A STANDARD DISK SET IN CONCRETE IN THE CENTER OF A TILE,
 AT1000'STAMPED EUGENE NO
 AT1000'1 1934, AND FLUSH WITH THE GROUND.
 AT1000'
 AT1000'R.M. 2 IS A STANDARD DISK SET IN CONCRETE IN THE CENTER OF A TILE,
 AT1000'STAMPED EUGENE NO
 AT1000'2 1934, AND FLUSH WITH THE GROUND.
 AT1000
 AT1000                          STATION RECOVERY (1966)
 AT1000
 AT1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1000'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 AT1000'FOUND.  THEY ARE
 AT1000'BELIEVED TO BE INTACT COVERED BY MUD AND DEBRIS.
 AT1000
 AT1000                          STATION RECOVERY (1976)
 AT1000
 AT1000'RECOVERY NOTE BY AMOCO OIL COMPANY 1976 (FLD)
 AT1000'MCN RECOVERED IN EXCELLENT CONDITION - BUT BURIED 10 INCHES.  NO
 AT1000'SURVEY MARKED POST LOCATED.  MARKER POST SHOULD BE REPLACED WITH
 AT1000'PLASTIC COVERED STEEL POST.
 AT1000'
 AT1000'NO SEARCH WAS MADE FOR RMS BUT NO DOUBT IN GOOD CONDITION, BUT
 AT1000'BURIED.
 AT1000
 AT1000                          STATION RECOVERY (1978)
 AT1000
 AT1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (FLD)
 AT1000'EUGENE 1934 THIS STA IS IN EXCELLENT SHAPE AND WILL BE THERE A LONG
 AT1000'TIME - BURRIED APPX 6 INCHES AS REPORTED TO AL HANZEN APPX 2 YRS
 AT1000'AGO.
 AT1000'
 AT1000'DISTANCE AND DIRECTION FROM NEAREST TOWN--SE OF BAYOU ST. MALO
 AT1000'APPX 7 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2465 ***********************************************************************
 AU2465  DESIGNATION -  EUGENE IS BLACK RANGE POLE 1
 AU2465  PID         -  AU2465
 AU2465  STATE/COUNTY-  LA/TERREBONNE
 AU2465  USGS QUAD   -  
 AU2465
 AU2465                         *CURRENT SURVEY CONTROL
 AU2465  ___________________________________________________________________
 AU2465* NAD 83(1992)-  29 22 22.40610(N)    091 23 02.37587(W)     ADJUSTED  
 AU2465* NAVD 88     -                                                        
 AU2465  ___________________________________________________________________
 AU2465  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2465  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AU2465
 AU2465  HORZ ORDER  -  THIRD
 AU2465
 AU2465.The horizontal coordinates were established by classical geodetic methods
 AU2465.and adjusted by the National Geodetic Survey in January 1993..
 AU2465
 AU2465
 AU2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2465
 AU2465.The geoid height was determined by GEOID03.
 AU2465
 AU2465;                    North         East     Units Scale Factor Converg.
 AU2465;SPC LA S     -    96,757.967   995,081.641   MT  0.99998537   -0 01 31.2
 AU2465;SPC LA S     -   317,446.76  3,264,697.02   sFT  0.99998537   -0 01 31.2
 AU2465;UTM  15      - 3,250,384.914   656,841.575   MT  0.99990354   +0 47 34.1
 AU2465
 AU2465                          SUPERSEDED SURVEY CONTROL
 AU2465
 AU2465  NAD 83(1986)-  29 22 22.43123(N)    091 23 02.37574(W) AD(       ) 4
 AU2465  NAD 27      -  29 22 21.65000(N)    091 23 01.99000(W) AD(       ) 3
 AU2465
 AU2465.Superseded values are not recommended for survey control.
 AU2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2465.See file dsdata.txt to determine how the superseded data were derived.
 AU2465
 AU2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5684250385(NAD 83)
 AU2465_MARKER: 15 = RANGE MARKER
 AU2465
 AU2465  HISTORY     - Date     Condition        Report By
 AU2465  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2465
 AU2465                          STATION DESCRIPTION
 AU2465
 AU2465'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2467 ***********************************************************************
 AU2467  DESIGNATION -  EUGENE IS BLACK RANGE POLE 2
 AU2467  PID         -  AU2467
 AU2467  STATE/COUNTY-  LA/TERREBONNE
 AU2467  USGS QUAD   -  
 AU2467
 AU2467                         *CURRENT SURVEY CONTROL
 AU2467  ___________________________________________________________________
 AU2467* NAD 83(1992)-  29 22 20.73307(N)    091 23 03.62505(W)     ADJUSTED  
 AU2467* NAVD 88     -                                                        
 AU2467  ___________________________________________________________________
 AU2467  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2467  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AU2467
 AU2467  HORZ ORDER  -  THIRD
 AU2467
 AU2467.The horizontal coordinates were established by classical geodetic methods
 AU2467.and adjusted by the National Geodetic Survey in January 1993..
 AU2467
 AU2467
 AU2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2467
 AU2467.The geoid height was determined by GEOID03.
 AU2467
 AU2467;                    North         East     Units Scale Factor Converg.
 AU2467;SPC LA S     -    96,706.471   995,047.930   MT  0.99998546   -0 01 31.8
 AU2467;SPC LA S     -   317,277.81  3,264,586.42   sFT  0.99998546   -0 01 31.8
 AU2467;UTM  15      - 3,250,332.946   656,808.605   MT  0.99990341   +0 47 33.4
 AU2467
 AU2467                          SUPERSEDED SURVEY CONTROL
 AU2467
 AU2467  NAD 83(1986)-  29 22 20.75821(N)    091 23 03.62492(W) AD(       ) 4
 AU2467  NAD 27      -  29 22 19.97000(N)    091 23 03.24000(W) AD(       ) 3
 AU2467
 AU2467.Superseded values are not recommended for survey control.
 AU2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2467.See file dsdata.txt to determine how the superseded data were derived.
 AU2467
 AU2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5680950333(NAD 83)
 AU2467_MARKER: 15 = RANGE MARKER
 AU2467
 AU2467  HISTORY     - Date     Condition        Report By
 AU2467  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2467
 AU2467                          STATION DESCRIPTION
 AU2467
 AU2467'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2462 ***********************************************************************
 AU2462  DESIGNATION -  EUGENE ISLAND LIGHT
 AU2462  PID         -  AU2462
 AU2462  STATE/COUNTY-  LA/ST MARY
 AU2462  USGS QUAD   -  
 AU2462
 AU2462                         *CURRENT SURVEY CONTROL
 AU2462  ___________________________________________________________________
 AU2462* NAD 83(1992)-  29 22 21.03192(N)    091 23 03.00817(W)     ADJUSTED  
 AU2462* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2462  ___________________________________________________________________
 AU2462  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2462  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AU2462
 AU2462  HORZ ORDER  -  THIRD
 AU2462
 AU2462.The horizontal coordinates were established by classical geodetic methods
 AU2462.and adjusted by the National Geodetic Survey in January 1993..
 AU2462
 AU2462.The orthometric height was scaled from a topographic map.
 AU2462
 AU2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2462
 AU2462.The geoid height was determined by GEOID03.
 AU2462
 AU2462;                    North         East     Units Scale Factor Converg.
 AU2462;SPC LA S     -    96,715.664   995,064.570   MT  0.99998544   -0 01 31.5
 AU2462;SPC LA S     -   317,307.97  3,264,641.01   sFT  0.99998544   -0 01 31.5
 AU2462;UTM  15      - 3,250,342.376   656,825.111   MT  0.99990348   +0 47 33.7
 AU2462
 AU2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2462!SPC LA S     -   1.00000392  x   0.99998544  =   0.99998936
 AU2462!UTM  15      -   1.00000392  x   0.99990348  =   0.99990740
 AU2462
 AU2462:                Primary Azimuth Mark                     Grid Az
 AU2462:SPC LA S     -  ATCHAFALAYA BAY CHANNEL LT 67            038 09 02.8
 AU2462:UTM  15      -  ATCHAFALAYA BAY CHANNEL LT 67            037 19 57.6
 AU2462
 AU2462|---------------------------------------------------------------------|
 AU2462| PID    Reference Object                     Distance      Geod. Az  |
 AU2462|                                                           dddmmss.s |
 AU2462| AU2445 ATCHAFALAYA BAY CHANNEL LT 67       APPROX. 4.9 KM 0380731.3 |
 AU2462| AU2451 ATCHAFALAYA BAY CHANNEL LT 88       APPROX.10.2 KM 0402230.6 |
 AU2462| AU2463 ATCHAFALAYA BAY CHANNEL LT 19       APPROX. 8.2 KM 2174946.6 |
 AU2462| AU2470 ATCHAFALAYA BAY CHANNEL LT 37       APPROX. 4.3 KM 2174920.3 |
 AU2462| AU2472 SOUTH WEST REEF LH 1890             APPROX.11.9 KM 2803723.8 |
 AU2462|---------------------------------------------------------------------|
 AU2462
 AU2462                          SUPERSEDED SURVEY CONTROL
 AU2462
 AU2462  NAD 83(1986)-  29 22 21.05717(N)    091 23 03.00770(W) AD(       ) 3
 AU2462  NAD 27      -  29 22 20.26500(N)    091 23 02.60800(W) AD(       ) 3
 AU2462
 AU2462.Superseded values are not recommended for survey control.
 AU2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2462.See file dsdata.txt to determine how the superseded data were derived.
 AU2462
 AU2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5682550342(NAD 83)
 AU2462_MARKER: 14 = NAVIGATION LIGHT
 AU2462
 AU2462  HISTORY     - Date     Condition        Report By
 AU2462  HISTORY     - 1933     FIRST OBSERVED   CGS
 AU2462  HISTORY     - 1948     GOOD             CGS
 AU2462  HISTORY     - 1953     GOOD             CGS
 AU2462  HISTORY     - 1955     GOOD             CGS
 AU2462  HISTORY     - 1957     GOOD             CGS
 AU2462  HISTORY     - 1960     GOOD             CGS
 AU2462  HISTORY     - 1966     GOOD             CGS
 AU2462
 AU2462                          STATION DESCRIPTION
 AU2462
 AU2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2462'THE STATION IS THE HIGHEST POINT ON THE LIGHTHOUSE ON EUGENE
 AU2462'ISLAND, WHICH IS A SMALL ISLAND MADE BY THE SPOIL THROWN
 AU2462'UP BY THE DREDGE IN CUTTING THE CHANNEL THROUGH SHELL REEF.  THE
 AU2462'ISLAND IS GRADUALLY WEARING AWAY.
 AU2462
 AU2462                          STATION RECOVERY (1948)
 AU2462
 AU2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2462'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 AU2462'FOLLOWING EXCEPTIONS.  THE ISLAND APPEARS TO BE STABLE.
 AU2462'
 AU2462'THE 1933 DESCRIPTION BY E.R. MC C. GIVES THIS STATION NAME AS
 AU2462'POINT AU FER REEF LIGHTHOUSE.
 AU2462'
 AU2462'THE 1947 LIGHT LIST LISTS THE LIGHT AS FOLLOWS--NO. 3589,
 AU2462'POINT AU FER REEF LIGHT, ON EAST SIDE OF EUGENE ISLAND, POINT
 AU2462'AU FER REEF, WEST SIDE OF CHANNEL, HEIGHT OF LIGHT ABOVE
 AU2462'WATER-54 FEET, A WHITE WOODEN DWELLING ON PILES, ERECTED 1916.
 AU2462
 AU2462                          STATION RECOVERY (1953)
 AU2462
 AU2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2462'RECOVERY NOTE BY C.W.C., 1948, IS VERIFIED.
 AU2462'
 AU2462'THIS LIGHT IS NO. 3589, POINT AU FER REEF LIGHT, ACCORDING TO
 AU2462'THE LIGHT LIST, ATLANTIC AND GULF COASTS, UNITED STATES.
 AU2462'
 AU2462'ORIGINAL DESCRIPTION IS ENTITLED POINT AU FER REEF LIGHT WITH
 AU2462'LISTS OF GEOGRAPHIC POSITIONS GIVING THE NAME AS EUGENE
 AU2462'ISLAND LIGHT.
 AU2462
 AU2462                          STATION RECOVERY (1955)
 AU2462
 AU2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2462'RECOVERED AS DESCRIBED LIGHT NO. 6148.
 AU2462
 AU2462                          STATION RECOVERY (1957)
 AU2462
 AU2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2462'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY
 AU2462'NOTE BY C.W.C. IS ADEQUATE.
 AU2462
 AU2462                          STATION RECOVERY (1960)
 AU2462
 AU2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2462'STATION RECOVERED IN GOOD CONDITION.  THE 1953 RECOVERY NOTE BY
 AU2462'E.H. KIRSCH IS ADEQUATE.
 AU2462
 AU2462                          STATION RECOVERY (1966)
 AU2462
 AU2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2462'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 AU2462'IS THE HIGHEST POINT OF THE LIGHTHOUSE, WHICH IS A WHITE
 AU2462'WOODEN STRUCTURE, 54 FEET HIGH AND IS LISTED AS POINT AU FER
 AU2462'REEF LIGHT IN THE LIGHT LIST, ATLANTIC AND GULF COASTS, UNITED
 AU2462'STATES.  WITH LISTS OF GEOGRAPHIC POSITIONS GIVING THE NAME AS
 AU2462'EUGENE ISLAND LIGHT.
 AU2462'
 AU2462'THE ORIGINAL DESCRIPTION IS ADEQUATE AS TO THE LOCATION OF THE
 AU2462'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2844 ***********************************************************************
 BK2844  DESIGNATION -  EUNICE ANTHONYS CATH CH TWR
 BK2844  PID         -  BK2844
 BK2844  STATE/COUNTY-  LA/ST LANDRY
 BK2844  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2844
 BK2844                         *CURRENT SURVEY CONTROL
 BK2844  ___________________________________________________________________
 BK2844* NAD 83(1992)-  30 29 46.45947(N)    092 25 05.53718(W)     ADJUSTED  
 BK2844* NAVD 88     -                                                        
 BK2844  ___________________________________________________________________
 BK2844  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2844  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2844
 BK2844  HORZ ORDER  -  THIRD
 BK2844
 BK2844.The horizontal coordinates were established by classical geodetic methods
 BK2844.and adjusted by the National Geodetic Survey in January 1993..
 BK2844
 BK2844
 BK2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2844
 BK2844.The geoid height was determined by GEOID03.
 BK2844
 BK2844;                    North         East     Units Scale Factor Converg.
 BK2844;SPC LA S     -   221,767.370   895,854.908   MT  0.99996300   -0 32 32.8
 BK2844;SPC LA S     -   727,581.78  2,939,150.64   sFT  0.99996300   -0 32 32.8
 BK2844;UTM  15      - 3,373,918.563   555,831.994   MT  0.99963845   +0 17 42.9
 BK2844
 BK2844                          SUPERSEDED SURVEY CONTROL
 BK2844
 BK2844  NAD 83(1986)-  30 29 46.47958(N)    092 25 05.53131(W) AD(       ) 4
 BK2844  NAD 27      -  30 29 45.75739(N)    092 25 05.05552(W) AD(       ) 3
 BK2844
 BK2844.Superseded values are not recommended for survey control.
 BK2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2844.See file dsdata.txt to determine how the superseded data were derived.
 BK2844
 BK2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5583273919(NAD 83)
 BK2844_MARKER: 55 = TOWER
 BK2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2844+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 BK2844
 BK2844  HISTORY     - Date     Condition        Report By
 BK2844  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2844  HISTORY     - 1960     GOOD             CGS
 BK2844  HISTORY     - 20040820 GOOD             USPSQD
 BK2844
 BK2844                          STATION DESCRIPTION
 BK2844
 BK2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2844'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BK2844'VISITED AND FOUND IN GOOD CONDITION.
 BK2844'
 BK2844'THE STATION IS LOCATED IN THE CENTER OF EUNICE IN THE NORTHEAST
 BK2844'ANGLE OF THE INTERSECTION OF 4TH AND VINE STREETS.  IT IS
 BK2844'A RED BRICK SQUARE TOWER PROJECTING FROM THE SOUTH WEST
 BK2844'CORNER OF THE ST. ANTHONY CATHOLIC CHURCH, ABOUT 60 FEET HIGH.
 BK2844
 BK2844                          STATION RECOVERY (2004)
 BK2844
 BK2844'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2844'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2846 ***********************************************************************
 BK2846  DESIGNATION -  EUNICE AVOYELLES GROCERY CO TK
 BK2846  PID         -  BK2846
 BK2846  STATE/COUNTY-  LA/ST LANDRY
 BK2846  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2846
 BK2846                         *CURRENT SURVEY CONTROL
 BK2846  ___________________________________________________________________
 BK2846* NAD 83(1992)-  30 29 46.39726(N)    092 24 50.88659(W)     ADJUSTED  
 BK2846* NAVD 88     -                                                        
 BK2846  ___________________________________________________________________
 BK2846  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2846  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2846
 BK2846  HORZ ORDER  -  THIRD
 BK2846
 BK2846.The horizontal coordinates were established by classical geodetic methods
 BK2846.and adjusted by the National Geodetic Survey in January 1993..
 BK2846
 BK2846
 BK2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2846
 BK2846.The geoid height was determined by GEOID03.
 BK2846
 BK2846;                    North         East     Units Scale Factor Converg.
 BK2846;SPC LA S     -   221,761.763   896,245.551   MT  0.99996300   -0 32 25.5
 BK2846;SPC LA S     -   727,563.38  2,940,432.28   sFT  0.99996300   -0 32 25.5
 BK2846;UTM  15      - 3,373,918.668   556,222.551   MT  0.99963899   +0 17 50.4
 BK2846
 BK2846                          SUPERSEDED SURVEY CONTROL
 BK2846
 BK2846  NAD 83(1986)-  30 29 46.41737(N)    092 24 50.88070(W) AD(       ) 4
 BK2846  NAD 27      -  30 29 45.69534(N)    092 24 50.40551(W) AD(       ) 3
 BK2846
 BK2846.Superseded values are not recommended for survey control.
 BK2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2846.See file dsdata.txt to determine how the superseded data were derived.
 BK2846
 BK2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5622373919(NAD 83)
 BK2846_MARKER: 53 = ELEVATED TANK
 BK2846
 BK2846  HISTORY     - Date     Condition        Report By
 BK2846  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2846  HISTORY     - 1960     GOOD             CGS
 BK2846  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BK2846
 BK2846                          STATION DESCRIPTION
 BK2846
 BK2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2846'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BK2846'VISITED AND FOUND IN GOOD CONDITION.
 BK2846'
 BK2846'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF EUNICE
 BK2846'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF VINE AND NORTH
 BK2846'EAST STREETS.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING
 BK2846'A TANK ON ITS TOP.  IT IS ABOUT 60 FEET HIGH.
 BK2846'
 BK2846'NOTE--IT IS NOW OWNED BY THE RIVER BRAND MILLING CO.
 BK2846
 BK2846                          STATION RECOVERY (2004)
 BK2846
 BK2846'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2846'MARK NOT FOUND.  THE TANK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2849 ***********************************************************************
 BK2849  DESIGNATION -  EUNICE GSU MICROWAVE
 BK2849  PID         -  BK2849
 BK2849  STATE/COUNTY-  LA/ACADIA
 BK2849  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2849
 BK2849                         *CURRENT SURVEY CONTROL
 BK2849  ___________________________________________________________________
 BK2849* NAD 83(1992)-  30 25 46.65439(N)    092 24 31.70194(W)     ADJUSTED  
 BK2849* NAVD 88     -                                                        
 BK2849  **This station is located in a subsidence area (see below).
 BK2849  ___________________________________________________________________
 BK2849  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BK2849  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2849
 BK2849  HORZ ORDER  -  THIRD
 BK2849
 BK2849.The horizontal coordinates were established by classical geodetic methods
 BK2849.and adjusted by the National Geodetic Survey in January 1993..
 BK2849
 BK2849 ** The orthometric height has not been validated since last determined
 BK2849 ** by differential leveling and should not be used for control purposes.
 BK2849 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2849 ** area with valid NAVD 88 orthometric heights.
 BK2849 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2849 ** epoch indicated which incorporates improved geoid heights for the
 BK2849 ** Southern Louisiana Subsidence area.
 BK2849 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2849
 BK2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2849
 BK2849.The geoid height was determined by GEOID03.
 BK2849
 BK2849;                    North         East     Units Scale Factor Converg.
 BK2849;SPC LA S     -   214,374.816   896,687.827   MT  0.99995365   -0 32 15.9
 BK2849;SPC LA S     -   703,328.04  2,941,883.31   sFT  0.99995365   -0 32 15.9
 BK2849;UTM  15      - 3,366,541.328   556,772.571   MT  0.99963976   +0 17 58.0
 BK2849
 BK2849                          SUPERSEDED SURVEY CONTROL
 BK2849
 BK2849  NAD 83(1986)-  30 25 46.67454(N)    092 24 31.69629(W) AD(       ) 4
 BK2849  NAD 27      -  30 25 45.94797(N)    092 24 31.21729(W) AD(       ) 3
 BK2849
 BK2849.Superseded values are not recommended for survey control.
 BK2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2849.See file dsdata.txt to determine how the superseded data were derived.
 BK2849
 BK2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5677366541(NAD 83)
 BK2849_MARKER: 44 = MICROWAVE MAST
 BK2849
 BK2849  HISTORY     - Date     Condition        Report By
 BK2849  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2849  HISTORY     - 19910905 GOOD             USPSQD
 BK2849  HISTORY     - 19971017 GOOD             USPSQD
 BK2849
 BK2849                          STATION DESCRIPTION
 BK2849
 BK2849'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2849'THE EUNICE GULF STATES UTILITIES MICROWAVE IS LOCATED IN THE WEST
 BK2849'EDGE OF THE TRANSMISSION STATION OF THE GULF STATES UTILITIES POWER
 BK2849'COMPANY ABOUT 4 MILES SOUTH OF EUNICE AND ABOUT 0.5 MILE WEST OF
 BK2849'STATE HIGHWAY 13.
 BK2849'
 BK2849'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSS SECTION, PAINTED
 BK2849'ALTERNATELY RED AND WHITE, WITH A ROUND ANTENNA AND A FAN ANTENNA
 BK2849'AT THE TOP.  IT IS 125 FEET HIGH.  POINT INTERSECTED WAS THE
 BK2849'TOP-CENTER.
 BK2849
 BK2849                          STATION RECOVERY (1991)
 BK2849
 BK2849'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2849'RECOVERED IN GOOD CONDITION.
 BK2849
 BK2849                          STATION RECOVERY (1997)
 BK2849
 BK2849'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2845 ***********************************************************************
 BK2845  DESIGNATION -  EUNICE GULF PUBLIC SERV CO TK
 BK2845  PID         -  BK2845
 BK2845  STATE/COUNTY-  LA/ST LANDRY
 BK2845  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2845
 BK2845                         *CURRENT SURVEY CONTROL
 BK2845  ___________________________________________________________________
 BK2845* NAD 83(1992)-  30 29 42.27220(N)    092 24 48.53046(W)     ADJUSTED  
 BK2845* NAVD 88     -                                                        
 BK2845  ___________________________________________________________________
 BK2845  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2845  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2845
 BK2845  HORZ ORDER  -  THIRD
 BK2845
 BK2845.The horizontal coordinates were established by classical geodetic methods
 BK2845.and adjusted by the National Geodetic Survey in January 1993..
 BK2845
 BK2845
 BK2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2845
 BK2845.The geoid height was determined by GEOID03.
 BK2845
 BK2845;                    North         East     Units Scale Factor Converg.
 BK2845;SPC LA S     -   221,634.151   896,307.181   MT  0.99996282   -0 32 24.3
 BK2845;SPC LA S     -   727,144.71  2,940,634.48   sFT  0.99996282   -0 32 24.3
 BK2845;UTM  15      - 3,373,792.012   556,286.019   MT  0.99963908   +0 17 51.5
 BK2845
 BK2845                          SUPERSEDED SURVEY CONTROL
 BK2845
 BK2845  NAD 83(1986)-  30 29 42.29232(N)    092 24 48.52456(W) AD(       ) 4
 BK2845  NAD 27      -  30 29 41.57018(N)    092 24 48.04978(W) AD(       ) 3
 BK2845
 BK2845.Superseded values are not recommended for survey control.
 BK2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2845.See file dsdata.txt to determine how the superseded data were derived.
 BK2845
 BK2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5628673792(NAD 83)
 BK2845_MARKER: 53 = ELEVATED TANK
 BK2845
 BK2845  HISTORY     - Date     Condition        Report By
 BK2845  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2845  HISTORY     - 1960     GOOD             CGS
 BK2845  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BK2845
 BK2845                          STATION DESCRIPTION
 BK2845
 BK2845'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2845'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BK2845'VISITED AND FOUND IN GOOD CONDITION.
 BK2845'
 BK2845'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF EUNICE, IN THE
 BK2845'NORTHWEST ANGLE OF THE INTERSECTION OF EAST AND E. LAUREL
 BK2845'STREETS.  IT IS FOUR LEGGED STEEL STRUCTURE SUPPORTING A
 BK2845'TANK ON ITS TOP.  IT IS ABOUT 130 FEET HIGH.
 BK2845'
 BK2845'NOTE--THE TANK IS NOW OWNED BY THE CENTRAL LOUISIANA ELECTRIC
 BK2845'COMPANY.
 BK2845
 BK2845                          STATION RECOVERY (2004)
 BK2845
 BK2845'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2845'MARK NOT FOUND.  THE TANK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2858 ***********************************************************************
 BK2858  DESIGNATION -  EUNICE MICH WISC PIPE MAST
 BK2858  PID         -  BK2858
 BK2858  STATE/COUNTY-  LA/ACADIA
 BK2858  USGS QUAD   -  BASILE (1985)
 BK2858
 BK2858                         *CURRENT SURVEY CONTROL
 BK2858  ___________________________________________________________________
 BK2858* NAD 83(1992)-  30 27 58.43038(N)    092 31 14.99502(W)     ADJUSTED  
 BK2858* NAVD 88     -                                                        
 BK2858  ___________________________________________________________________
 BK2858  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BK2858  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2858
 BK2858  HORZ ORDER  -  THIRD
 BK2858
 BK2858.The horizontal coordinates were established by classical geodetic methods
 BK2858.and adjusted by the National Geodetic Survey in January 1993..
 BK2858
 BK2858
 BK2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2858
 BK2858.The geoid height was determined by GEOID03.
 BK2858
 BK2858;                    North         East     Units Scale Factor Converg.
 BK2858;SPC LA S     -   218,538.651   885,968.806   MT  0.99995862   -0 35 37.6
 BK2858;SPC LA S     -   716,988.89  2,906,715.99   sFT  0.99995862   -0 35 37.6
 BK2858;UTM  15      - 3,370,546.847   545,997.358   MT  0.99962610   +0 14 34.6
 BK2858
 BK2858                          SUPERSEDED SURVEY CONTROL
 BK2858
 BK2858  NAD 83(1986)-  30 27 58.44884(N)    092 31 14.98938(W) AD(       ) 4
 BK2858  NAD 27      -  30 27 57.72423(N)    092 31 14.49969(W) AD(       ) 3
 BK2858
 BK2858.Superseded values are not recommended for survey control.
 BK2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2858.See file dsdata.txt to determine how the superseded data were derived.
 BK2858
 BK2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4599770547(NAD 83)
 BK2858_MARKER: 42 = RADIO/TV MAST
 BK2858
 BK2858  HISTORY     - Date     Condition        Report By
 BK2858  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2858  HISTORY     - 19910905 GOOD             USPSQD
 BK2858  HISTORY     - 19971017 GOOD             USPSQD
 BK2858
 BK2858                          STATION DESCRIPTION
 BK2858
 BK2858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2858'THE STATION IS THE LIGHT ATOP THE EUNICE, MICHIGAN-WISCONSIN
 BK2858'PIPELINE COMPANY KKQ 978 MAST, LOCATED ABOUT 6.5 MILES WEST OF
 BK2858'EUNICE.  IT IS TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 BK2858'ALTERNATELY RED AND WHITE AND HAS AN OVERALL HEIGHT OF 200 FEET.
 BK2858'
 BK2858'TO REACH FROM THE POST OFFICE IN EUNICE, GO WEST ON U. S. HIGHWAY 190
 BK2858'FOR 6.5 MILES TO THE JUNCTION OF STATE HIGHWAY 3068 ON THE LEFT.
 BK2858'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 3068 FOR 1.0 MILE TO A
 BK2858'T-INTERSECTION.  TURN LEFT AND GO EAST ON STATE HIGHWAY 3068 FOR
 BK2858'1.0 MILE TO A T-INTERSECTION.  TURN LEFT AND GO EAST FOR 0.2 MILE
 BK2858'TO THE STATION ON THE LEFT.
 BK2858
 BK2858                          STATION RECOVERY (1991)
 BK2858
 BK2858'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2858'RECOVERED IN GOOD CONDITION.
 BK2858
 BK2858                          STATION RECOVERY (1997)
 BK2858
 BK2858'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2852 ***********************************************************************
 BK2852  DESIGNATION -  EUNICE SLICK KCP 924 MAST
 BK2852  PID         -  BK2852
 BK2852  STATE/COUNTY-  LA/ACADIA
 BK2852  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2852
 BK2852                         *CURRENT SURVEY CONTROL
 BK2852  ___________________________________________________________________
 BK2852* NAD 83(1992)-  30 28 35.16629(N)    092 24 50.88986(W)     ADJUSTED  
 BK2852* NAVD 88     -                                                        
 BK2852  ___________________________________________________________________
 BK2852  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2852  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2852
 BK2852  HORZ ORDER  -  THIRD
 BK2852
 BK2852.The horizontal coordinates were established by classical geodetic methods
 BK2852.and adjusted by the National Geodetic Survey in January 1993..
 BK2852
 BK2852
 BK2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2852
 BK2852.The geoid height was determined by GEOID03.
 BK2852
 BK2852;                    North         East     Units Scale Factor Converg.
 BK2852;SPC LA S     -   219,568.414   896,224.776   MT  0.99996008   -0 32 25.5
 BK2852;SPC LA S     -   720,367.37  2,940,364.12   sFT  0.99996008   -0 32 25.5
 BK2852;UTM  15      - 3,371,725.957   556,233.839   MT  0.99963901   +0 17 49.7
 BK2852
 BK2852                          SUPERSEDED SURVEY CONTROL
 BK2852
 BK2852  NAD 83(1986)-  30 28 35.18650(N)    092 24 50.88393(W) AD(       ) 4
 BK2852  NAD 27      -  30 28 34.46195(N)    092 24 50.40788(W) AD(       ) 3
 BK2852
 BK2852.Superseded values are not recommended for survey control.
 BK2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2852.See file dsdata.txt to determine how the superseded data were derived.
 BK2852
 BK2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5623471726(NAD 83)
 BK2852_MARKER: 42 = RADIO/TV MAST
 BK2852
 BK2852  HISTORY     - Date     Condition        Report By
 BK2852  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2852  HISTORY     - 19910905 GOOD             USPSQD
 BK2852  HISTORY     - 19971017 GOOD             USPSQD
 BK2852
 BK2852                          STATION DESCRIPTION
 BK2852
 BK2852'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2852'THE SLICK CONSTRUCTION COMPANY KCP 924 RADIO MAST IS OWNED AND
 BK2852'OPERATED BY THE SLICK CONSTRUCTION COMPANY OF EUNICE.  IT IS A STEEL
 BK2852'STRUCTURE, TRIANGULAR IN CROSS SECTION, PAINTED ALTERNATELY RED AND
 BK2852'WHITE WITH A FLASHING RED LIGHT AT THE TOP.  POINT INTERSECTED WAS
 BK2852'THE RED LIGHT.
 BK2852'
 BK2852'IT IS LOCATED ON THE GROUNDS OF THE SLICK CONSTRUCTION COMPANY ABOUT
 BK2852'1 MILE SOUTH OF EUNICE AND 0.1 MILE WEST OF STATE HIGHWAY 13.
 BK2852
 BK2852                          STATION RECOVERY (1991)
 BK2852
 BK2852'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2852'RECOVERED IN GOOD CONDITION.
 BK2852
 BK2852                          STATION RECOVERY (1997)
 BK2852
 BK2852'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2860 ***********************************************************************
 BK2860  DESIGNATION -  EUNICE TEXAS GAS MICROWAVE
 BK2860  PID         -  BK2860
 BK2860  STATE/COUNTY-  LA/ACADIA
 BK2860  USGS QUAD   -  BASILE (1985)
 BK2860
 BK2860                         *CURRENT SURVEY CONTROL
 BK2860  ___________________________________________________________________
 BK2860* NAD 83(1992)-  30 27 28.43446(N)    092 31 49.99124(W)     ADJUSTED  
 BK2860* NAVD 88     -                                                        
 BK2860  ___________________________________________________________________
 BK2860  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2860  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2860
 BK2860  HORZ ORDER  -  THIRD
 BK2860
 BK2860.The horizontal coordinates were established by classical geodetic methods
 BK2860.and adjusted by the National Geodetic Survey in January 1993..
 BK2860
 BK2860
 BK2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2860
 BK2860.The geoid height was determined by GEOID03.
 BK2860
 BK2860;                    North         East     Units Scale Factor Converg.
 BK2860;SPC LA S     -   217,624.744   885,025.701   MT  0.99995745   -0 35 55.1
 BK2860;SPC LA S     -   713,990.51  2,903,621.82   sFT  0.99995745   -0 35 55.1
 BK2860;UTM  15      - 3,369,619.574   545,068.006   MT  0.99962506   +0 14 16.7
 BK2860
 BK2860                          SUPERSEDED SURVEY CONTROL
 BK2860
 BK2860  NAD 83(1986)-  30 27 28.45485(N)    092 31 49.98371(W) AD(       ) 4
 BK2860  NAD 27      -  30 27 27.73213(N)    092 31 49.49102(W) AD(       ) 3
 BK2860
 BK2860.Superseded values are not recommended for survey control.
 BK2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2860.See file dsdata.txt to determine how the superseded data were derived.
 BK2860
 BK2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4506869620(NAD 83)
 BK2860_MARKER: 44 = MICROWAVE MAST
 BK2860
 BK2860  HISTORY     - Date     Condition        Report By
 BK2860  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2860  HISTORY     - 19910905 GOOD             USPSQD
 BK2860  HISTORY     - 19971017 GOOD             USPSQD
 BK2860
 BK2860                          STATION DESCRIPTION
 BK2860
 BK2860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2860'THE STATION IS THE LIGHT ATOP THE EUNICE, TEXAS GAS TRANSMISSION
 BK2860'CORPORATION KKC 344 MICRO-WAVE MAST, LOCATED ABOUT 6 MILES WEST
 BK2860'SOUTHWEST OF EUNICE AND 3 MILES SOUTHEAST OF BASILE.  IT IS A
 BK2860'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 BK2860'RED AND WHITE AND HAS AN OVERALL HEIGHT OF 235 FEET.
 BK2860'
 BK2860'TO REACH FROM THE POST OFFICE IN EUNICE, GO WEST ON U.S. HIGHWAY 190
 BK2860'FOR 6.5 MILES TO THE JUNCTION OF STATE HIGHWAY 3068 ON THE LEFT.
 BK2860'TURN LEFT, GO SOUTH AND WEST ON STATE HIGHWAY 3068 FOR 1.75 MILES
 BK2860'TO THE STATION ON THE LEFT.
 BK2860
 BK2860                          STATION RECOVERY (1991)
 BK2860
 BK2860'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2860'RECOVERED IN GOOD CONDITION.
 BK2860
 BK2860                          STATION RECOVERY (1997)
 BK2860
 BK2860'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2853 ***********************************************************************
 BK2853  DESIGNATION -  EUNICE W MUN TANK
 BK2853  PID         -  BK2853
 BK2853  STATE/COUNTY-  LA/ST LANDRY
 BK2853  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2853
 BK2853                         *CURRENT SURVEY CONTROL
 BK2853  ___________________________________________________________________
 BK2853* NAD 83(1992)-  30 29 49.18069(N)    092 26 06.60094(W)     ADJUSTED  
 BK2853* NAVD 88     -                                                        
 BK2853  ___________________________________________________________________
 BK2853  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK2853  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2853
 BK2853  HORZ ORDER  -  THIRD
 BK2853
 BK2853.The horizontal coordinates were established by classical geodetic methods
 BK2853.and adjusted by the National Geodetic Survey in January 1993..
 BK2853
 BK2853
 BK2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2853
 BK2853.The geoid height was determined by GEOID03.
 BK2853
 BK2853;                    North         East     Units Scale Factor Converg.
 BK2853;SPC LA S     -   221,866.699   894,227.437   MT  0.99996311   -0 33 03.4
 BK2853;SPC LA S     -   727,907.66  2,933,811.18   sFT  0.99996311   -0 33 03.4
 BK2853;UTM  15      - 3,373,994.065   554,203.775   MT  0.99963624   +0 17 12.0
 BK2853
 BK2853                          SUPERSEDED SURVEY CONTROL
 BK2853
 BK2853  NAD 83(1986)-  30 29 49.20083(N)    092 26 06.59511(W) AD(       ) 4
 BK2853  NAD 27      -  30 29 48.47820(N)    092 26 06.11765(W) AD(       ) 3
 BK2853
 BK2853.Superseded values are not recommended for survey control.
 BK2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2853.See file dsdata.txt to determine how the superseded data were derived.
 BK2853
 BK2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5420473994(NAD 83)
 BK2853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2853+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 BK2853
 BK2853  HISTORY     - Date     Condition        Report By
 BK2853  HISTORY     - 1969     MONUMENTED       CGS
 BK2853  HISTORY     - 20050320 GOOD             USPSQD
 BK2853
 BK2853                          STATION DESCRIPTION
 BK2853
 BK2853'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BK2853'NO TEXT
 BK2853
 BK2853                          STATION RECOVERY (2005)
 BK2853
 BK2853'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BK2853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5133 ***********************************************************************
 BJ5133  DESIGNATION -  EVANGELINE
 BJ5133  PID         -  BJ5133
 BJ5133  STATE/COUNTY-  LA/ST MARTIN
 BJ5133  USGS QUAD   -  PARKS (1983)
 BJ5133
 BJ5133                         *CURRENT SURVEY CONTROL
 BJ5133  ___________________________________________________________________
 BJ5133* NAD 83(1992)-  30 08 04.93578(N)    091 49 33.36921(W)     ADJUSTED  
 BJ5133* NAVD 88     -         7.37   (+/-2cm)      24.2  **(feet)  VERTCON   
 BJ5133  **This station is located in a subsidence area (see below).
 BJ5133  ___________________________________________________________________
 BJ5133  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5133  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5133
 BJ5133  HORZ ORDER  -  FIRST
 BJ5133  VERT ORDER  -  THIRD ? (See Below)
 BJ5133
 BJ5133.The horizontal coordinates were established by classical geodetic methods
 BJ5133.and adjusted by the National Geodetic Survey in January 1993..
 BJ5133
 BJ5133 ** The orthometric height has not been validated since last determined
 BJ5133 ** by differential leveling and should not be used for control purposes.
 BJ5133 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5133 ** area with valid NAVD 88 orthometric heights.
 BJ5133 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5133 ** epoch indicated which incorporates improved geoid heights for the
 BJ5133 ** Southern Louisiana Subsidence area.
 BJ5133 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5133.The vertical order pertains to the NGVD 29 superseded value.
 BJ5133
 BJ5133.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5133
 BJ5133.The geoid height was determined by GEOID03.
 BJ5133
 BJ5133;                    North         East     Units Scale Factor Converg.
 BJ5133;SPC LA S     -   181,299.796   952,538.475   MT  0.99992846   -0 14 46.7
 BJ5133;SPC LA S     -   594,814.41  3,125,119.98   sFT  0.99992846   -0 14 46.7
 BJ5133;UTM  15      - 3,334,293.573   613,086.478   MT  0.99975778   +0 35 22.1
 BJ5133
 BJ5133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5133!SPC LA S     -   1.00000311  x   0.99992846  =   0.99993157
 BJ5133!UTM  15      -   1.00000311  x   0.99975778  =   0.99976089
 BJ5133
 BJ5133:                Primary Azimuth Mark                     Grid Az
 BJ5133:SPC LA S     -  EVANGELINE AZ MK                         037 51 37.0
 BJ5133:UTM  15      -  EVANGELINE AZ MK                         037 01 28.2
 BJ5133
 BJ5133|---------------------------------------------------------------------|
 BJ5133| PID    Reference Object                     Distance      Geod. Az  |
 BJ5133|                                                           dddmmss.s |
 BJ5133| CW1343 EVANGELINE AZ MK                                   0373650.3 |
 BJ5133| CW1344 EVANGELINE RM 1                      31.410 METERS 21819     |
 BJ5133| BJ2205 Q 202                                18.229 METERS 24819     |
 BJ5133| CW1345 EVANGELINE RM 2                      33.491 METERS 35209     |
 BJ5133|---------------------------------------------------------------------|
 BJ5133
 BJ5133                          SUPERSEDED SURVEY CONTROL
 BJ5133
 BJ5133  NAD 83(1986)-  30 08 04.95622(N)    091 49 33.36350(W) AD(       ) 1
 BJ5133  NAD 27      -  30 08 04.23334(N)    091 49 32.94636(W) AD(       ) 1
 BJ5133  NGVD 29 (07/19/86)    7.38   (m)           24.2    (f) LEVELING    3  
 BJ5133
 BJ5133.Superseded values are not recommended for survey control.
 BJ5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5133.See file dsdata.txt to determine how the superseded data were derived.
 BJ5133
 BJ5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1308634294(NAD 83)
 BJ5133_MARKER: DS = TRIANGULATION STATION DISK
 BJ5133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5133
 BJ5133  HISTORY     - Date     Condition        Report By
 BJ5133  HISTORY     - 1969     MONUMENTED       CGS
 BJ5133  HISTORY     - 1975     GOOD             LADPW
 BJ5133  HISTORY     - 19990712 GOOD             USPSQD
 BJ5133  HISTORY     - 20010730 GOOD             NGS
 BJ5133
 BJ5133                          STATION DESCRIPTION
 BJ5133
 BJ5133'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5133'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF LAFAYETTE, 8
 BJ5133'MILES NORTH OF NEW IBERIA AND AT THE ENTRANCE OF THE
 BJ5133'LONGFELLOW-EVANGELINE STATE PARK IN THE NORTH PART OF ST.
 BJ5133'MARTINVILLE.
 BJ5133'
 BJ5133'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 96
 BJ5133'IN THE NORTH PART OF ST. MARTINVILLE, GO NORTH ON STATE HIGHWAY 31
 BJ5133'FOR 0.7 MILE TO THE ENTRANCE OF LONGFELLOW-EVANGELINE STATE PARK
 BJ5133'AND THE STATION AS DESCRIBED.
 BJ5133'
 BJ5133'STATION IS A STANDARD DISK, STAMPED EVANGELINE 1969, SET IN THE
 BJ5133'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ5133'THE GROUND SURFACE.  IT IS 66 FEET NORTH OF THE CENTERLINE OF THE
 BJ5133'PARK ROAD, 63.5 FEET NORTHEAST OF THE NORTH BRICK PILLAR OF GATE,
 BJ5133'55.5 FEET EAST OF A 18-INCH TREE AND 45 FEET NORTH OF A 16-INCH
 BJ5133'OAK TREE.
 BJ5133'
 BJ5133'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EVANGELINE NO 1 1969,
 BJ5133'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ5133'FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET SOUTH OF THE
 BJ5133'CENTERLINE OF THE PARK ROAD, 18 FEET SOUTH OF THE SOUTH BRICK PILLAR
 BJ5133'OF GATE AND 2 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF BRICK
 BJ5133'WALL.
 BJ5133'
 BJ5133'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EVANGELINE NO 2 1969,
 BJ5133'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ5133'THE GROUND SURFACE.  IT IS 134 FEET NORTH-NORTHWEST OF THE
 BJ5133'NORTHEAST CORNER OF BRICK WALL, 90 FEET EAST OF A 24-INCH OAK TREE
 BJ5133'AND 16.5 FEET SOUTHEAST OF A 16-INCH TREE.
 BJ5133'
 BJ5133'Q 202 IS A STANDARD BENCH MARK DISK, STAMPED Q 202 1964, SET IN THE
 BJ5133'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ5133'5-INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET NORTH OF THE
 BJ5133'CENTERLINE OF THE PARK ROAD, 16 FEET NORTHWEST OF THE NORTH BRICK
 BJ5133'PILLAR AND 1.6 FEET SOUTH OF THE NORTH BRICK WALL OF GATE.
 BJ5133'
 BJ5133'AZIMUTH MARK IS A STANDARD DISK, STAMPED EVANGELINE 1969, SET IN THE
 BJ5133'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ5133'THE GROUND SURFACE.  IT IS 58 FEET SOUTH-SOUTHEAST OF A 24-INCH OAK
 BJ5133'TREE, 54 FEET SOUTHWEST OF THE JUDGE FELIX VOORHIES MONUMENT AND
 BJ5133'12 FEET NORTH-NORTHWEST OF THE CENTERLINE OF PAVED ROAD.
 BJ5133'
 BJ5133'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND NORTH ON
 BJ5133'THE PARK ROAD FOR 0.45 MILE TO THE MARK IN A FENCED AREA OF
 BJ5133'CIRCLE.
 BJ5133'
 BJ5133'NO MEASUREMENT MADE BETWEEN REFERENCE MARKS DUE TO CONCRETE WALL.
 BJ5133'
 BJ5133'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 BJ5133
 BJ5133                          STATION RECOVERY (1975)
 BJ5133
 BJ5133'RECOVERY NOTE BY LOUISIANA DEPARTMENT OF PUBLIC WORKS 1975 (AL)
 BJ5133'EVANGELINE 1969 (AIZ. MK.) MON. RECOVERED IN GOOD CONDITION AS
 BJ5133'DESCRIBED.
 BJ5133'
 BJ5133'MONUMENTS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ5133'
 BJ5133'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MI. NORTH OF ST.
 BJ5133'MARTINVILLE.
 BJ5133
 BJ5133                          STATION RECOVERY (1999)
 BJ5133
 BJ5133'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5133'RECOVERED IN GOOD CONDITION.
 BJ5133
 BJ5133                          STATION RECOVERY (2001)
 BJ5133
 BJ5133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5133'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4744 ***********************************************************************
 BJ4744  DESIGNATION -  EVANS
 BJ4744  PID         -  BJ4744
 BJ4744  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4744  USGS QUAD   -  COMITE (1996)
 BJ4744
 BJ4744                         *CURRENT SURVEY CONTROL
 BJ4744  ___________________________________________________________________
 BJ4744* NAD 83(1992)-  30 33 11.28936(N)    091 06 56.30193(W)     ADJUSTED  
 BJ4744* NAVD 88     -        20.6    (meters)      68.     (feet)  VERTCON   
 BJ4744  ___________________________________________________________________
 BJ4744  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4744  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4744
 BJ4744  HORZ ORDER  -  SECOND
 BJ4744
 BJ4744.The horizontal coordinates were established by classical geodetic methods
 BJ4744.and adjusted by the National Geodetic Survey in January 1993..
 BJ4744
 BJ4744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4744
 BJ4744.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4744
 BJ4744.The geoid height was determined by GEOID03.
 BJ4744
 BJ4744;                    North         East     Units Scale Factor Converg.
 BJ4744;SPC LA S     -   227,601.701 1,020,886.417   MT  0.99997206   +0 06 31.9
 BJ4744;SPC LA S     -   746,723.25  3,349,358.19   sFT  0.99997206   +0 06 31.9
 BJ4744;UTM  15      - 3,381,591.075   680,741.731   MT  1.00000301   +0 57 29.3
 BJ4744
 BJ4744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4744!SPC LA S     -   1.00000104  x   0.99997206  =   0.99997310
 BJ4744!UTM  15      -   1.00000104  x   1.00000301  =   1.00000405
 BJ4744
 BJ4744:                Primary Azimuth Mark                     Grid Az
 BJ4744:SPC LA S     -  EVANS AZ MK                              165 14 32.3
 BJ4744:UTM  15      -  EVANS AZ MK                              164 23 34.9
 BJ4744
 BJ4744|---------------------------------------------------------------------|
 BJ4744| PID    Reference Object                     Distance      Geod. Az  |
 BJ4744|                                                           dddmmss.s |
 BJ4744| CW1346 EVANS AZ MK                                        1652104.2 |
 BJ4744| BJ4743 EVANS LDH 1970 RM 1                   8.600 METERS 16743     |
 BJ4744| CW1347 EVANS AZ MK 2                                      3014939.6 |
 BJ4744| CW1348 EVANS RM 2                           16.931 METERS 31034     |
 BJ4744|---------------------------------------------------------------------|
 BJ4744
 BJ4744                          SUPERSEDED SURVEY CONTROL
 BJ4744
 BJ4744  NAD 83(1986)-  30 33 11.30739(N)    091 06 56.29927(W) AD(       ) 2
 BJ4744  NAD 27      -  30 33 10.63180(N)    091 06 55.91709(W) AD(       ) 2
 BJ4744  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 BJ4744
 BJ4744.Superseded values are not recommended for survey control.
 BJ4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4744.See file dsdata.txt to determine how the superseded data were derived.
 BJ4744
 BJ4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8074281591(NAD 83)
 BJ4744_MARKER: DD = SURVEY DISK
 BJ4744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4744
 BJ4744  HISTORY     - Date     Condition        Report By
 BJ4744  HISTORY     - 1970     MONUMENTED       LADH
 BJ4744  HISTORY     - 1977     GOOD             NGS
 BJ4744
 BJ4744                          STATION DESCRIPTION
 BJ4744
 BJ4744'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4744'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH-NORTHEAST OF DOWNTOWN
 BJ4744'BATON ROUGE AND 4.5 MILES SOUTHEAST OF BAKER IN THE NORTHWEST
 BJ4744'QUARTER OF SECTION 76, T6S-R1E, AND ON THE PROPERTY OF THE LOUISIANA
 BJ4744'DEPARTMENT OF HIGHWAYS.
 BJ4744'
 BJ4744'TO REACH THE STATION FROM THE STATE HIGHWAY 67 (PLANK ROAD) - US
 BJ4744'HIGHWAY 61 AND 190 INTERCHANGE IN NORTH BATON ROUGE, DRIVE NORTH
 BJ4744'ALONG STATE HIGHWAY 67 FOR 3.6 MILES TO THE INTERSECTION WITH STATE
 BJ4744'HIGHWAY 423, TURN RIGHT AND EAST ON STATE HIGHWAY 423 AND GO 0.7
 BJ4744'MILE TO THE INTERSECTION WITH STATE HIGHWAY 410, CONTINUE SOUTHEAST
 BJ4744'ON STATE HIGHWAY 423 AND GO 0.5 MILE TO THE STATION WHICH IS ON
 BJ4744'THE LEFT AND EAST OF THE HIGHWAY NEAR A FENCE AND A POWER POLE.
 BJ4744'
 BJ4744'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ4744'HIGHWAY 423 FOR 0.7 MILE TO THE MARK WHICH IS ON THE LEFT AND EAST
 BJ4744'OF THE HIGHWAY NEAR A FENCE.
 BJ4744'
 BJ4744'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTH ALONG STATE
 BJ4744'HIGHWAY 423 FOR 0.4 MILE TO THE MARK WHICH IS ON THE LEFT AND WEST
 BJ4744'OF THE HIGHWAY NEAR THE INTERSECTION WITH CELIA AVENUE.
 BJ4744'
 BJ4744'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4744'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4744'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4744'EVANS 1970.  IT IS 70 FEET NORTH OF POWER POLE NO. 32 WITH A STREET
 BJ4744'LIGHT, 56 FEET NORTH OF A POWER POLE, 49 FEET EAST-NORTHEAST OF THE
 BJ4744'CENTER OF STATE HIGHWAY 423, 10 FEET EAST-NORTHEAST OF A METAL
 BJ4744'WITNESS POST AND 9 FEET EAST-NORTHEAST OF A FENCE.
 BJ4744'
 BJ4744'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4744'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4744'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4744'EVANS RM 1 1970.  IT IS 41 FEET NORTH-NORTHWEST OF A STREET LIGHT
 BJ4744'POLE, 38 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 423, 29 FEET
 BJ4744'NORTHWEST OF A POWER POLE, 27 FEET SOUTHEAST OF THE METAL WITNESS
 BJ4744'POST AT THE STATION AND 2 FEET SOUTHWEST OF A FENCE.
 BJ4744'
 BJ4744'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4744'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4744'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4744'EVANS RM 2 1970.  IT IS 66 FEET EAST-SOUTHEAST OF A STREET LIGHT
 BJ4744'POLE, 54 FEET NORTHWEST OF THE METAL WITNESS POST AT THE STATION,
 BJ4744'36 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 423 AND 2 FEET
 BJ4744'SOUTHWEST OF A FENCE.
 BJ4744'
 BJ4744'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4744'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4744'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4744'STAMPED EVANS AZ MK 1970.  IT IS 55 FEET NORTHWEST OF THE NORTH END
 BJ4744'OF A CULVERT UNDER A DRIVEWAY TO A BRICK RESIDENCE, 41 FEET
 BJ4744'NORTH-NORTHWEST OF A POWER POLE, 37 FEET WEST-SOUTHWEST OF THE
 BJ4744'CENTER OF STATE HIGHWAY 423, 3 FEET EAST-NORTHEAST OF A FENCE, AND 3
 BJ4744'FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 BJ4744'
 BJ4744'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4744'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4744'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4744'STAMPED EVANS AZ MK 2 1970.  IT IS 124 FEET NORTHWEST OF THE CENTER
 BJ4744'OF CELIA AVENUE, 72 FEET SOUTHEAST OF A POWER POLE, 37 FEET
 BJ4744'WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 423, 27 FEET
 BJ4744'NORTHWEST OF A MANHOLE COVER AND 2 FEET NORTHEAST OF A METAL WITNESS
 BJ4744'POST.
 BJ4744'
 BJ4744'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4744
 BJ4744                          STATION RECOVERY (1977)
 BJ4744
 BJ4744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRC)
 BJ4744'STATION, REFERENCE MARKS AND BOTH AZIMUTH MARKS RECOVERED AS
 BJ4744'DESCRIBED.
 BJ4744'
 BJ4744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 BJ4744'NORTH-NORTHEAST OF BATON ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3073 ***********************************************************************
 BK3073  DESIGNATION -  EVANS
 BK3073  PID         -  BK3073
 BK3073  STATE/COUNTY-  LA/VERNON
 BK3073  USGS QUAD   -  KNIGHT (1986)
 BK3073
 BK3073                         *CURRENT SURVEY CONTROL
 BK3073  ___________________________________________________________________
 BK3073* NAD 83(1992)-  30 58 55.48776(N)    093 26 21.64639(W)     ADJUSTED  
 BK3073* NAVD 88     -        75.6    (meters)     248.     (feet)  VERTCON   
 BK3073  ___________________________________________________________________
 BK3073  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 BK3073  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK3073
 BK3073  HORZ ORDER  -  FIRST
 BK3073
 BK3073.The horizontal coordinates were established by classical geodetic methods
 BK3073.and adjusted by the National Geodetic Survey in January 1993..
 BK3073
 BK3073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3073
 BK3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3073
 BK3073.The geoid height was determined by GEOID03.
 BK3073
 BK3073;                    North         East     Units Scale Factor Converg.
 BK3073;SPC LA N     -    53,841.465   910,268.569   MT  1.00004698   -0 29 47.9
 BK3073;SPC LA N     -   176,644.87  2,986,439.46   sFT  1.00004698   -0 29 47.9
 BK3073;SPC TX C     - 3,166,216.692 1,358,029.004   MT  0.99988180   +3 33 02.9
 BK3073;SPC TX C     -10,387,829.26  4,455,466.82   sFT  0.99988180   +3 33 02.9
 BK3073;UTM  15      - 3,427,698.739   458,049.311   MT  0.99962171   -0 13 34.2
 BK3073
 BK3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3073!SPC LA N     -   0.99999239  x   1.00004698  =   1.00003937
 BK3073!SPC TX C     -   0.99999239  x   0.99988180  =   0.99987419
 BK3073!UTM  15      -   0.99999239  x   0.99962171  =   0.99961410
 BK3073
 BK3073|---------------------------------------------------------------------|
 BK3073| PID    Reference Object                     Distance      Geod. Az  |
 BK3073|                                                           dddmmss.s |
 BK3073| CV7571 EVANS RM 1                           30.319 METERS 03059     |
 BK3073| CV7570 EVANS AZ MK                                        0942040.3 |
 BK3073| CV7572 EVANS RM 2                           32.635 METERS 28341     |
 BK3073|---------------------------------------------------------------------|
 BK3073
 BK3073                          SUPERSEDED SURVEY CONTROL
 BK3073
 BK3073  NAD 83(1986)-  30 58 55.49866(N)    093 26 21.64454(W) AD(       ) 1
 BK3073  NAD 27      -  30 58 54.80608(N)    093 26 21.03627(W) AD(       ) 1
 BK3073  NGVD 29 (07/19/86)   75.7    (m)          248.     (f) VERT ANG       
 BK3073
 BK3073.Superseded values are not recommended for survey control.
 BK3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3073.See file dsdata.txt to determine how the superseded data were derived.
 BK3073
 BK3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5804927699(NAD 83)
 BK3073_MARKER: DS = TRIANGULATION STATION DISK
 BK3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3073
 BK3073  HISTORY     - Date     Condition        Report By
 BK3073  HISTORY     - 1972     MONUMENTED       NGS
 BK3073  HISTORY     - 19940611 POOR             USPSQD
 BK3073
 BK3073                          STATION DESCRIPTION
 BK3073
 BK3073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BK3073'10 KGS. TENSION ON MEASURMENTS TO THE RMS.
 BK3073'
 BK3073'THE STATION IS ABOUT 14.5 MILES SOUTHWEST OF LEESVILLE, 13 MILES
 BK3073'NORTHWEST OF DERIDDER, 3.5 MILES EAST OF EVANS, IN THE NE 1/4 OF
 BK3073'SECTION 13, T 1 N, R 11 W, AND ON LAND OWNED BY THE BOISE SOUTHERN
 BK3073'COMPANY, P. O. BOX 1000, DERIDDER, LOUISIANA, 70634.
 BK3073'
 BK3073'TO REACH THE STATION FROM THE POST OFFICE IN EVANS, GO SOUTH ON STATE
 BK3073'HIGHWAY 111 FOR 0.25 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 BK3073'EAST ON THE PAVED ROAD FOR 4.0 MILES TO THE EVANS LOOKOUT TOWER ON
 BK3073'THE LEFT AND THE STATION ON THE RIGHT.  CONTINUE EAST ON THE PAVED
 BK3073'ROAD FOR 0.15 MILE TO THE AXIMUTH MARK ON THE RIGHT.
 BK3073'
 BK3073'STATION MARKS ARE STANDARD DISKS STAMPED EVANS 1972.  THE SURFACE
 BK3073'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK3073'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 150.20 FEET
 BK3073'NORTH OF THE APPROXIMATELY CENTER OF THE EVANS LOOKOUT TOWER, 56
 BK3073'FEET WEST-SOUTHWEST OF A BOARD GATE, 50 FEET SOUTH OF
 BK3073'THE CENTER OF A PAVED ROAD, 27 FEET SOUTHEAST OF A TELEGRAPH
 BK3073'POLE AND 17 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 BK3073'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BK3073'BELOW THE GROUND SURFACE.
 BK3073'
 BK3073'REFERENCE MARK 1, A STANDARD DISK STAMPED EVANS NO 1 1972, IS SET IN
 BK3073'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BK3073'INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER
 BK3073'OF THE PAVED ROAD, 15 FEET EAST OF THE CENTER OF A METAL GATE AND
 BK3073'1 FOOT SOUTH OF A WIRE FENCE.
 BK3073'
 BK3073'REFERENCE MARK 2, A STANDARD DISK STAMPED EVANS NO 2 1972, IS SET IN
 BK3073'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BK3073'INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET SOUTH OF THE CENTER
 BK3073'OF THE PAVED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 BK3073'
 BK3073'AZIMUTH MARK, A STANDARD DISK STAMPED EVANS 1972, IS SET IN THE TOP
 BK3073'OF A 12-INCH CYLINDRICAL CONCRETE MOUNMENT THAT PROJECTS 3 INCHES
 BK3073'ABOVE THE GROUND SURFACE.  IT IS 42 FEET SOUTH OF THE CENTER OF THE
 BK3073'PAVED ROAD AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 BK3073'
 BK3073'NEAREST TOWN--3.5 MILES EAST OF EVANS.
 BK3073'
 BK3073'HEIGHT OF LIGHT ABOVE STATION MARK 30.9 METERS.
 BK3073
 BK3073                          STATION RECOVERY (1994)
 BK3073
 BK3073'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3073'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3074 ***********************************************************************
 BK3074  DESIGNATION -  EVANS LOT
 BK3074  PID         -  BK3074
 BK3074  STATE/COUNTY-  LA/VERNON
 BK3074  USGS QUAD   -  KNIGHT (1986)
 BK3074
 BK3074                         *CURRENT SURVEY CONTROL
 BK3074  ___________________________________________________________________
 BK3074* NAD 83(1992)-  30 58 56.94758(N)    093 26 21.97258(W)     ADJUSTED  
 BK3074* NAVD 88     -                                                        
 BK3074  ___________________________________________________________________
 BK3074  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 BK3074  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK3074
 BK3074  HORZ ORDER  -  THIRD
 BK3074
 BK3074.The horizontal coordinates were established by classical geodetic methods
 BK3074.and adjusted by the National Geodetic Survey in January 1993..
 BK3074
 BK3074
 BK3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3074
 BK3074.The geoid height was determined by GEOID03.
 BK3074
 BK3074;                    North         East     Units Scale Factor Converg.
 BK3074;SPC LA N     -    53,886.499   910,260.304   MT  1.00004686   -0 29 48.1
 BK3074;SPC LA N     -   176,792.62  2,986,412.35   sFT  1.00004686   -0 29 48.1
 BK3074;UTM  15      - 3,427,743.714   458,040.837   MT  0.99962172   -0 13 34.4
 BK3074
 BK3074                          SUPERSEDED SURVEY CONTROL
 BK3074
 BK3074  NAD 83(1986)-  30 58 56.95853(N)    093 26 21.97040(W) AD(       ) 4
 BK3074  NAD 27      -  30 58 56.26596(N)    093 26 21.36260(W) AD(       ) 3
 BK3074
 BK3074.Superseded values are not recommended for survey control.
 BK3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3074.See file dsdata.txt to determine how the superseded data were derived.
 BK3074
 BK3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5804127744(NAD 83)
 BK3074_MARKER: 57 = LOOKOUT TOWER
 BK3074
 BK3074  HISTORY     - Date     Condition        Report By
 BK3074  HISTORY     - 1972     FIRST OBSERVED   NGS
 BK3074  HISTORY     - 19940611 GOOD             USPSQD
 BK3074
 BK3074                          STATION DESCRIPTION
 BK3074
 BK3074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BK3074'THE EVANS LOOKOUT TOWER IS LOCATED ABOUT 10-1/4 MILES NORTHWEST OF
 BK3074'ROSEPINE, 9-3/4 MILES SOUTH-SOUTHWEST OF CANEY AND 3-3/4 MILES
 BK3074'EAST-SOUTHEAST OF EVANS.  IT IS UNDER THE MANAGEMENT OF THE
 BK3074'LOUISIANA FORESTRY COMMISSION.
 BK3074'
 BK3074'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH A CABIN
 BK3074'ATOP AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 BK3074'
 BK3074'IT IS NEAR THE SITE OF TRIANGULATION STATION EVANS.
 BK3074'
 BK3074'POINT INTERSECTED WAS THE TOP CENTER OF THE ROOF OF THE CABIN.
 BK3074
 BK3074                          STATION RECOVERY (1994)
 BK3074
 BK3074'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3114 ***********************************************************************
 CQ3114  DESIGNATION -  EVE
 CQ3114  PID         -  CQ3114
 CQ3114  STATE/COUNTY-  LA/RED RIVER
 CQ3114  USGS QUAD   -  HARMON (1980)
 CQ3114
 CQ3114                         *CURRENT SURVEY CONTROL
 CQ3114  ___________________________________________________________________
 CQ3114* NAD 83(1992)-  32 02 02.85383(N)    093 24 56.76359(W)     ADJUSTED  
 CQ3114* NAVD 88     -        42.0    (meters)     138.     (feet)  VERTCON   
 CQ3114  ___________________________________________________________________
 CQ3114  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CQ3114  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ3114
 CQ3114  HORZ ORDER  -  SECOND
 CQ3114
 CQ3114.The horizontal coordinates were established by classical geodetic methods
 CQ3114.and adjusted by the National Geodetic Survey in January 1993..
 CQ3114
 CQ3114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3114
 CQ3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3114
 CQ3114.The geoid height was determined by GEOID03.
 CQ3114
 CQ3114;                    North         East     Units Scale Factor Converg.
 CQ3114;SPC LA N     -   170,461.699   913,506.529   MT  0.99991680   -0 29 03.0
 CQ3114;SPC LA N     -   559,256.42  2,997,062.67   sFT  0.99991680   -0 29 03.0
 CQ3114;UTM  15      - 3,544,293.872   460,742.923   MT  0.99961901   -0 13 13.9
 CQ3114
 CQ3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3114!SPC LA N     -   0.99999746  x   0.99991680  =   0.99991426
 CQ3114!UTM  15      -   0.99999746  x   0.99961901  =   0.99961648
 CQ3114
 CQ3114:                Primary Azimuth Mark                     Grid Az
 CQ3114:SPC LA N     -  EVE AZ MK                                048 07 54.8
 CQ3114:UTM  15      -  EVE AZ MK                                047 52 05.7
 CQ3114
 CQ3114|---------------------------------------------------------------------|
 CQ3114| PID    Reference Object                     Distance      Geod. Az  |
 CQ3114|                                                           dddmmss.s |
 CQ3114| CX5778 EVE AZ MK                                          0473851.8 |
 CQ3114| CX5780 EVE RM 1                             29.044 METERS 13044     |
 CQ3114| CX5779 EVE AZ MK 2                                        2092759.5 |
 CQ3114| CQ3115 EVE RM 2                             10.327 METERS 21215     |
 CQ3114|---------------------------------------------------------------------|
 CQ3114
 CQ3114                          SUPERSEDED SURVEY CONTROL
 CQ3114
 CQ3114  NAD 83(1986)-  32 02 02.86679(N)    093 24 56.75813(W) AD(       ) 2
 CQ3114  NAD 27      -  32 02 02.28855(N)    093 24 56.12936(W) AD(       ) 2
 CQ3114  NGVD 29 (07/19/86)   42.1    (m)          138.     (f) VERT ANG       
 CQ3114
 CQ3114.Superseded values are not recommended for survey control.
 CQ3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3114.See file dsdata.txt to determine how the superseded data were derived.
 CQ3114
 CQ3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6074344294(NAD 83)
 CQ3114_MARKER: DD = SURVEY DISK
 CQ3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3114
 CQ3114  HISTORY     - Date     Condition        Report By
 CQ3114  HISTORY     - 1971     MONUMENTED       LADH
 CQ3114
 CQ3114                          STATION DESCRIPTION
 CQ3114
 CQ3114'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 CQ3114'THE STATION IS LOCATED 3.5 MILES NORTHEAST OF EVELYN, 17 MILES EAST
 CQ3114'OF MANSFIELD AND 3 MILES NORTHWEST OF ARMSTEAD, IN THE NORTHWEST 1/4
 CQ3114'SECTION 17, T12N, R10W, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 CQ3114'DEPARTMENT OF HIGHWAYS.
 CQ3114'
 CQ3114'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 84 AND STATE
 CQ3114'HIGHWAY 1 IN ARMSTEAD, GO NORTHWEST ALONG STATE HIGHWAY 1 AND U. S.
 CQ3114'HIGHWAY 84 FOR 2.7 MILES TO THE JUNCTION OF THE STATE HIGHWAY 177
 CQ3114'AND U. S. HIGHWAY 84 AND STATE HIGHWAY 1, TURN LEFT AND WEST ON
 CQ3114'STATE HIGHWAY 177 FOR 0.8 MILE.  THE STATION IS SET ON THE RIGHT AND
 CQ3114'WEST OF THE HIGHWAY IN A CURVE NEAR A FENCE.
 CQ3114'
 CQ3114'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH AND EAST ON STATE
 CQ3114'HIGHWAY 177 FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND WEST OF
 CQ3114'THE HIGHWAY NEAR A TELEGRAPH POLE AND FENCE.
 CQ3114'
 CQ3114'TO REACH AZIMUTH MARK 2 FROM THE STATION GO SOUTH AND WEST ALONG
 CQ3114'STATE HIGHWAY 177 FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND
 CQ3114'EAST OF THE HIGHWAY NEAR A POWER POLE AND A FENCE.
 CQ3114'
 CQ3114'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3114'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3114'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3114'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ3114'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ3114'STAMPED EVE 1971.  THE MARK IS 200 FEET SOUTH-SOUTHWEST OF THE
 CQ3114'CENTER OF A GRAVEL DRIVE.  144 FEET NORTH-NORTHWEST OF A TELEGRAPH
 CQ3114'POLE, 47 FEET WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 177, 3
 CQ3114'FEET EAST-SOUTHEAST OF A FENCE, AND 1.5 FEET EAST-SOUTHEAST OF A
 CQ3114'METAL WITNESS POST AND SIGN.
 CQ3114'
 CQ3114'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3114'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3114'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ3114'STAMPED EVE R. M. 1 1971.  IT IS 225 FEET SOUTH-SOUTHWEST OF A
 CQ3114'POWER POLE WITH TRANSFORMER, 48 FEET EAST-SOUTHEAST OF THE CENTER
 CQ3114'OF STATE HIGHWAY 177, AND 2.5 FEET WEST-NORTHWEST OF A FENCE.
 CQ3114'
 CQ3114'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3114'U. S. COAST AND GEODETIC DISK SET IN THE TOP OF A 12 INCH
 CQ3114'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ3114'STAMPED EVE R. M. 2 1971.  IT IS 110 FEET NORTH-NORTHWEST OF A
 CQ3114'TELEGRAPH POLE, 46 FEET WEST-NORTHWEST OF THE CENTER OF STATE
 CQ3114'HIGHWAY 177, AND 4 FEET EAST-SOUTHEAST OF A FENCE.
 CQ3114'
 CQ3114'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3114'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3114'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ3114'STAMPED EVE AZ. MK. 1971.  IT IS 46 FEET NORTHWEST OF THE CENTER
 CQ3114'OF STATE HIGHWAY 177, 15 FEET NORTHEAST OF A TELEGRAPH POLE, 4
 CQ3114'FEET SOUTHEAST OF A FENCE, AND 2 FEET SOUTHEAST OF A METAL
 CQ3114'WITNESS POST AND SIGN.
 CQ3114'
 CQ3114'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3114'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3114'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ3114'STAMPED EVE AZ. MK. 2 1971.  IT IS 57 FEET NORTH OF A POWER POLE,
 CQ3114'48 FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 177, 4 FEET
 CQ3114'WEST NORTHWEST OF A FENCE AND 2 FEET NORTH OF A METAL WITNESS POST
 CQ3114'AND AND SIGN.
 CQ3114'
 CQ3114'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3084 ***********************************************************************
 BX3084  DESIGNATION -  EVELYN
 BX3084  PID         -  BX3084
 BX3084  STATE/COUNTY-  LA/DE SOTO
 BX3084  USGS QUAD   -  EVELYN (1992)
 BX3084
 BX3084                         *CURRENT SURVEY CONTROL
 BX3084  ___________________________________________________________________
 BX3084* NAD 83(1992)-  31 57 44.97956(N)    093 27 01.13543(W)     ADJUSTED  
 BX3084* NAVD 88     -        48.3    (meters)     158.     (feet)  VERTCON   
 BX3084  ___________________________________________________________________
 BX3084  X           -    -325,967.819 (meters)                     COMP
 BX3084  Y           -  -5,406,461.901 (meters)                     COMP
 BX3084  Z           -   3,356,915.472 (meters)                     COMP
 BX3084  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BX3084  ELLIP HEIGHT-          22.07  (meters)          (06/26/02) GPS OBS
 BX3084  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX3084
 BX3084  HORZ ORDER  -  FIRST
 BX3084  ELLP ORDER  -  FOURTH    CLASS II
 BX3084
 BX3084.The horizontal coordinates were established by GPS observations
 BX3084.and adjusted by the National Geodetic Survey in January 1993..
 BX3084
 BX3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3084
 BX3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3084
 BX3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3084
 BX3084.The ellipsoidal height was determined by GPS observations
 BX3084.and is referenced to NAD 83.
 BX3084
 BX3084.The geoid height was determined by GEOID03.
 BX3084
 BX3084;                    North         East     Units Scale Factor Converg.
 BX3084;SPC LA N     -   162,547.753   910,173.961   MT  0.99991504   -0 30 08.8
 BX3084;SPC LA N     -   533,292.09  2,986,129.07   sFT  0.99991504   -0 30 08.8
 BX3084;UTM  15      - 3,536,367.005   457,447.805   MT  0.99962233   -0 14 18.2
 BX3084
 BX3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3084!SPC LA N     -   0.99999653  x   0.99991504  =   0.99991157
 BX3084!UTM  15      -   0.99999653  x   0.99962233  =   0.99961887
 BX3084
 BX3084                          SUPERSEDED SURVEY CONTROL
 BX3084
 BX3084  ELLIP H (01/21/93)   22.19   (m)                       GP(       ) 4 2
 BX3084  NAD 83(1986)-  31 57 44.99444(N)    093 27 01.12535(W) AD(       ) 1
 BX3084  NGVD 29 (08/25/89)   48.3    (m)          158.     (f) GPS OBS        
 BX3084
 BX3084.Superseded values are not recommended for survey control.
 BX3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3084.See file dsdata.txt to determine how the superseded data were derived.
 BX3084
 BX3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5744836367(NAD 83)
 BX3084_MARKER: DE = TRAVERSE STATION DISK
 BX3084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX3084_SP_SET: STORM DRAIN
 BX3084_STAMPING: EVELYN 1988
 BX3084_MARK LOGO: LADTD 
 BX3084_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3084+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1989
 BX3084
 BX3084  HISTORY     - Date     Condition        Report By
 BX3084  HISTORY     - 1988     MONUMENTED       LADTD
 BX3084  HISTORY     - 19890217 GOOD
 BX3084  HISTORY     - 19970208 GOOD             USPSQD
 BX3084  HISTORY     - 20010922 GOOD             USPSQD
 BX3084
 BX3084                          STATION DESCRIPTION
 BX3084
 BX3084'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3084'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTHEAST OF
 BX3084'MANSFIELD, 16.1 KM (10.00 MI) EAST OF PELICAN AND 2.8 KM (1.75 MI)
 BX3084'SOUTHWEST OF EVELYN, AT THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3084'STATE HIGHWAY 177, SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 BX3084'STORM DRAIN NEAR THE SOUTHEAST CORNER OF THE OVERPASS OVER THE
 BX3084'INTERSTATE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BX3084'DEVELOPMENT.
 BX3084'THE STATION IS 10.1 M (33.1 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 BX3084'OVERPASS, 7.6 M (24.9 FT) EAST FROM THE CENTER OF HIGHWAY 177, 0.9 M
 BX3084'(3.0 FT) WEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.8 M
 BX3084'(2.6 FT) NORTHWEST FROM THE CENTER OF THE STORM DRAIN.
 BX3084
 BX3084                          STATION RECOVERY (1989)
 BX3084
 BX3084'RECOVERED 1989
 BX3084'RECOVERED IN GOOD CONDITION.
 BX3084
 BX3084                          STATION RECOVERY (1997)
 BX3084
 BX3084'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3084'RECOVERED IN GOOD CONDITION.
 BX3084
 BX3084                          STATION RECOVERY (2001)
 BX3084
 BX3084'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX3084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3085 ***********************************************************************
 BX3085  DESIGNATION -  EVELYN AZ MK
 BX3085  PID         -  BX3085
 BX3085  STATE/COUNTY-  LA/DE SOTO
 BX3085  USGS QUAD   -  EVELYN (1992)
 BX3085
 BX3085                         *CURRENT SURVEY CONTROL
 BX3085  ___________________________________________________________________
 BX3085* NAD 83(1992)-  31 57 19.54905(N)    093 27 09.04992(W)     ADJUSTED  
 BX3085* NAVD 88     -        40.3    (meters)     132.     (feet)  VERTCON   
 BX3085  ___________________________________________________________________
 BX3085  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BX3085  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX3085
 BX3085  HORZ ORDER  -  SECOND
 BX3085
 BX3085.The horizontal coordinates were established by classical geodetic methods
 BX3085.and adjusted by the National Geodetic Survey in January 1993..
 BX3085
 BX3085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3085
 BX3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3085
 BX3085.The geoid height was determined by GEOID03.
 BX3085
 BX3085;                    North         East     Units Scale Factor Converg.
 BX3085;SPC LA N     -   161,766.372   909,959.278   MT  0.99991496   -0 30 12.9
 BX3085;SPC LA N     -   530,728.51  2,985,424.73   sFT  0.99991496   -0 30 12.9
 BX3085;UTM  15      - 3,535,584.871   457,236.787   MT  0.99962255   -0 14 22.2
 BX3085
 BX3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3085!SPC LA N     -   0.99999774  x   0.99991496  =   0.99991270
 BX3085!UTM  15      -   0.99999774  x   0.99962255  =   0.99962029
 BX3085
 BX3085                          SUPERSEDED SURVEY CONTROL
 BX3085
 BX3085  NAD 83(1986)-  31 57 19.56394(N)    093 27 09.03991(W) AD(       ) 2
 BX3085  NGVD 29 (08/25/89)   40.4    (m)          133.     (f) VERT ANG       
 BX3085
 BX3085.Superseded values are not recommended for survey control.
 BX3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3085.See file dsdata.txt to determine how the superseded data were derived.
 BX3085
 BX3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5723735585(NAD 83)
 BX3085_MARKER: DZ = AZIMUTH MARK DISK
 BX3085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX3085_SP_SET: BOX CULVERT HEADWALL
 BX3085_STAMPING: EVELYN AZ MK 1988
 BX3085_MARK LOGO: LADTD 
 BX3085_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3085+STABILITY: SURFACE MOTION
 BX3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3085+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BX3085
 BX3085  HISTORY     - Date     Condition        Report By
 BX3085  HISTORY     - 1988     MONUMENTED       LADTD
 BX3085  HISTORY     - 19970208 GOOD             USPSQD
 BX3085  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX3085
 BX3085                          STATION DESCRIPTION
 BX3085
 BX3085'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3085'THE STATION IS LOCATED ABOUT 26.5 KM (16.45 MI) SOUTHEAST OF
 BX3085'MANSFIELD, 16.1 KM (10.00 MI) EAST OF PELICAN AND 3.2 KM (2.00 MI)
 BX3085'SOUTHWEST OF EVELYN.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3085'TRANSPORTATION AND DEVELOPMENT.
 BX3085'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3085'STATE HIGHWAY 177, GO SOUTH FOR 0.8 KM (0.50 MI) ON HIGHWAY 49 TO THE
 BX3085'MARK ON THE EAST SIDE OF THE INTERSTATE AT A DOUBLE BOX CULVERT.
 BX3085'THE STATION IS 14.8 M (48.6 FT) NORTHEAST FROM THE CENTER OF THE NORTH
 BX3085'BOUND LANES OF THE INTERSTATE, 7.8 M (25.6 FT) SOUTHEAST FROM THE
 BX3085'CENTER OF THE CULVERT, 0.6 M (2.0 FT) NORTHWEST FROM THE SOUTH END OF
 BX3085'THE CULVERT AND 0.6 NORTHWEST FROM A METAL WITNESS POST WITH A SIGN
 BX3085'ATTACHED.
 BX3085
 BX3085                          STATION RECOVERY (1997)
 BX3085
 BX3085'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3085'RECOVERED IN GOOD CONDITION.
 BX3085
 BX3085                          STATION RECOVERY (2001)
 BX3085
 BX3085'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX3085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3086 ***********************************************************************
 BX3086  DESIGNATION -  EVELYN AZ MK 2
 BX3086  PID         -  BX3086
 BX3086  STATE/COUNTY-  LA/DE SOTO
 BX3086  USGS QUAD   -  EVELYN (1992)
 BX3086
 BX3086                         *CURRENT SURVEY CONTROL
 BX3086  ___________________________________________________________________
 BX3086* NAD 83(1992)-  31 57 37.22460(N)    093 26 50.59509(W)     ADJUSTED  
 BX3086* NAVD 88     -        41.9    (meters)     137.     (feet)  VERTCON   
 BX3086  ___________________________________________________________________
 BX3086  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BX3086  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX3086
 BX3086  HORZ ORDER  -  SECOND
 BX3086
 BX3086.The horizontal coordinates were established by classical geodetic methods
 BX3086.and adjusted by the National Geodetic Survey in January 1993..
 BX3086
 BX3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3086
 BX3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3086
 BX3086.The geoid height was determined by GEOID03.
 BX3086
 BX3086;                    North         East     Units Scale Factor Converg.
 BX3086;SPC LA N     -   162,306.494   910,448.615   MT  0.99991502   -0 30 03.2
 BX3086;SPC LA N     -   532,500.56  2,987,030.16   sFT  0.99991502   -0 30 03.2
 BX3086;UTM  15      - 3,536,127.084   457,723.487   MT  0.99962204   -0 14 12.6
 BX3086
 BX3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3086!SPC LA N     -   0.99999749  x   0.99991502  =   0.99991251
 BX3086!UTM  15      -   0.99999749  x   0.99962204  =   0.99961953
 BX3086
 BX3086                          SUPERSEDED SURVEY CONTROL
 BX3086
 BX3086  NAD 83(1986)-  31 57 37.23947(N)    093 26 50.58504(W) AD(       ) 2
 BX3086  NGVD 29 (08/25/89)   42.0    (m)          138.     (f) VERT ANG       
 BX3086
 BX3086.Superseded values are not recommended for survey control.
 BX3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3086.See file dsdata.txt to determine how the superseded data were derived.
 BX3086
 BX3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5772336127(NAD 83)
 BX3086_MARKER: DZ = AZIMUTH MARK DISK
 BX3086_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BX3086_SP_SET: CONCRETE MEDIAN
 BX3086_STAMPING: EVELYN AZ MK 2 1988
 BX3086_MARK LOGO: LADTD 
 BX3086_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3086+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BX3086
 BX3086  HISTORY     - Date     Condition        Report By
 BX3086  HISTORY     - 1988     MONUMENTED       LADTD
 BX3086  HISTORY     - 19970208 GOOD             USPSQD
 BX3086  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX3086
 BX3086                          STATION DESCRIPTION
 BX3086
 BX3086'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3086'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTHEAST OF
 BX3086'MANSFIELD, 15.7 KM (9.75 MI) EAST OF PELICAN AND 3.2 KM (2.00 MI)
 BX3086'SOUTHWEST OF EVELYN.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3086'TRANSPORTATION AND DEVELOPMENT.
 BX3086'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3086'STATE HIGHWAY 177, GO SOUTHWEST FOR 0.4 KM (0.25 MI) ON HIGHWAY 177 TO
 BX3086'THE MARK SET IN THE CONCRETE MEDIAN OF THE HIGHWAY AT THE SOUTH END OF
 BX3086'A BRIDGE.
 BX3086'THE STATION IS 15.1 M (49.5 FT) NORTHWEST FROM THE SOUTHEAST CORNER OF
 BX3086'THE BRIDGE, 10.8 M (35.4 FT) EAST-SOUTHEAST FROM THE SOUTHWEST CORNER
 BX3086'OF THE BRIDGE, 4.7 M (15.4 FT) EAST FROM THE CENTER OF THE SOUTH BOUND
 BX3086'LANES OF HIGHWAY 177 AND 4.4 M (14.4 FT) WEST FROM THE CENTER OF THE
 BX3086'NORTH BOUND LANES OF HIGHWAY 177.
 BX3086
 BX3086                          STATION RECOVERY (1997)
 BX3086
 BX3086'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3086'RECOVERED IN GOOD CONDITION.
 BX3086
 BX3086                          STATION RECOVERY (2001)
 BX3086
 BX3086'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX3086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2614 ***********************************************************************
 BK2614  DESIGNATION -  EVERGREEN LA FOREST COMM MAST
 BK2614  PID         -  BK2614
 BK2614  STATE/COUNTY-  LA/AVOYELLES
 BK2614  USGS QUAD   -  COTTONPORT (1993)
 BK2614
 BK2614                         *CURRENT SURVEY CONTROL
 BK2614  ___________________________________________________________________
 BK2614* NAD 83(1992)-  30 57 54.28062(N)    092 06 06.30575(W)     ADJUSTED  
 BK2614* NAVD 88     -                                                        
 BK2614  ___________________________________________________________________
 BK2614  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BK2614  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK2614
 BK2614  HORZ ORDER  -  THIRD
 BK2614
 BK2614.The horizontal coordinates were established by classical geodetic methods
 BK2614.and adjusted by the National Geodetic Survey in January 1993..
 BK2614
 BK2614
 BK2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2614
 BK2614.The geoid height was determined by GEOID03.
 BK2614
 BK2614;                    North         East     Units Scale Factor Converg.
 BK2614;SPC LA N     -    51,637.401 1,038,050.159   MT  1.00005182   +0 12 38.0
 BK2614;SPC LA N     -   169,413.71  3,405,669.56   sFT  1.00005182   +0 12 38.0
 BK2614;UTM  15      - 3,426,077.704   585,785.137   MT  0.99969077   +0 27 43.9
 BK2614
 BK2614                          SUPERSEDED SURVEY CONTROL
 BK2614
 BK2614  NAD 83(1986)-  30 57 54.30029(N)    092 06 06.30105(W) AD(       ) 4
 BK2614  NAD 27      -  30 57 53.60845(N)    092 06 05.85586(W) AD(       ) 3
 BK2614
 BK2614.Superseded values are not recommended for survey control.
 BK2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2614.See file dsdata.txt to determine how the superseded data were derived.
 BK2614
 BK2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8578526078(NAD 83)
 BK2614_MARKER: 42 = RADIO/TV MAST
 BK2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2614+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 BK2614
 BK2614  HISTORY     - Date     Condition        Report By
 BK2614  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2614  HISTORY     - 20041119 GOOD             USPSQD
 BK2614
 BK2614                          STATION DESCRIPTION
 BK2614
 BK2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2614'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.  IT
 BK2614'IS ABOUT 140 FEET IN HEIGHT, PAINTED ALTERNATE RED AND
 BK2614'WHITE AND IS A TRIANGULAR STEEL STRUCTURE WITH 2 FANS
 BK2614'ON THE TOP.
 BK2614'
 BK2614'TO REACH THE STATION FROM THE POST OFFICE IN EVERGREEN, GO
 BK2614'NORTHERLY ON STATE HIGHWAY 29 FOR 1.0 MILE TO THE STATION
 BK2614'ON THE RIGHT.
 BK2614
 BK2614                          STATION RECOVERY (2004)
 BK2614
 BK2614'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2613 ***********************************************************************
 BK2613  DESIGNATION -  EVERGREEN LDH MAST
 BK2613  PID         -  BK2613
 BK2613  STATE/COUNTY-  LA/AVOYELLES
 BK2613  USGS QUAD   -  COTTONPORT (1993)
 BK2613
 BK2613                         *CURRENT SURVEY CONTROL
 BK2613  ___________________________________________________________________
 BK2613* NAD 83(1992)-  30 56 21.51442(N)    092 05 42.35675(W)     ADJUSTED  
 BK2613* NAVD 88     -                                                        
 BK2613  ___________________________________________________________________
 BK2613  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BK2613  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK2613
 BK2613  HORZ ORDER  -  THIRD
 BK2613
 BK2613.The horizontal coordinates were established by classical geodetic methods
 BK2613.and adjusted by the National Geodetic Survey in January 1993..
 BK2613
 BK2613
 BK2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2613
 BK2613.The geoid height was determined by GEOID03.
 BK2613
 BK2613;                    North         East     Units Scale Factor Converg.
 BK2613;SPC LA N     -    48,782.711 1,038,696.436   MT  1.00005932   +0 12 50.7
 BK2613;SPC LA N     -   160,047.94  3,407,789.89   sFT  1.00005932   +0 12 50.7
 BK2613;UTM  15      - 3,423,226.916   586,443.694   MT  0.99969217   +0 27 55.0
 BK2613
 BK2613                          SUPERSEDED SURVEY CONTROL
 BK2613
 BK2613  NAD 83(1986)-  30 56 21.53427(N)    092 05 42.35207(W) AD(       ) 4
 BK2613  NAD 27      -  30 56 20.84032(N)    092 05 41.90869(W) AD(       ) 3
 BK2613
 BK2613.Superseded values are not recommended for survey control.
 BK2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2613.See file dsdata.txt to determine how the superseded data were derived.
 BK2613
 BK2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8644423227(NAD 83)
 BK2613_MARKER: 42 = RADIO/TV MAST
 BK2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2613+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 BK2613
 BK2613  HISTORY     - Date     Condition        Report By
 BK2613  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2613  HISTORY     - 20041119 GOOD             USPSQD
 BK2613
 BK2613                          STATION DESCRIPTION
 BK2613
 BK2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2613'THE POINT INTERSECTED WAS THE RED LIGHT ON THE CENTER OF THE
 BK2613'MAST.  IT IS TRIANGULAR STEEL STRUCTURE APPROXIMATELY 150
 BK2613'FEET IN HEIGHT AND PAINTED ALTERNATE ORANGE AND WHITE WITH
 BK2613'4 SETS OF GUIDE WIRES AND HAS 2 FANS ON THE TOP.
 BK2613'
 BK2613'TO REACH THE STATION FROM THE POST OFFICE IN EVERGREEN, GO
 BK2613'WESTERLY ON STATE HIGHWAY 29 FOR 0.1 MILE TO THE JUNCTION
 BK2613'OF STATE HIGHWAYS 29 AND 361.  TURN LEFT ON STATE HIGHWAY 361
 BK2613'FOR 1.4 MILE TO THE STATION ON THE RIGHT.
 BK2613
 BK2613                          STATION RECOVERY (2004)
 BK2613
 BK2613'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2615 ***********************************************************************
 BK2615  DESIGNATION -  EVERGREEN MUN TANK
 BK2615  PID         -  BK2615
 BK2615  STATE/COUNTY-  LA/AVOYELLES
 BK2615  USGS QUAD   -  COTTONPORT (1993)
 BK2615
 BK2615                         *CURRENT SURVEY CONTROL
 BK2615  ___________________________________________________________________
 BK2615* NAD 83(1992)-  30 57 21.93524(N)    092 06 26.10663(W)     ADJUSTED  
 BK2615* NAVD 88     -                                                        
 BK2615  ___________________________________________________________________
 BK2615  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK2615  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2615
 BK2615  HORZ ORDER  -  THIRD
 BK2615
 BK2615.The horizontal coordinates were established by classical geodetic methods
 BK2615.and adjusted by the National Geodetic Survey in January 1993..
 BK2615
 BK2615
 BK2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2615
 BK2615.The geoid height was determined by GEOID03.
 BK2615
 BK2615;                    North         East     Units Scale Factor Converg.
 BK2615;SPC LA N     -    50,639.299 1,037,528.258   MT  1.00005441   +0 12 27.5
 BK2615;SPC LA N     -   166,139.10  3,403,957.29   sFT  1.00005441   +0 12 27.5
 BK2615;UTM  15      - 3,425,077.684   585,267.811   MT  0.99968968   +0 27 33.3
 BK2615
 BK2615                          SUPERSEDED SURVEY CONTROL
 BK2615
 BK2615  NAD 83(1986)-  30 57 21.95509(N)    092 06 26.10202(W) AD(       ) 4
 BK2615  NAD 27      -  30 57 21.26084(N)    092 06 25.65600(W) AD(       ) 3
 BK2615
 BK2615.Superseded values are not recommended for survey control.
 BK2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2615.See file dsdata.txt to determine how the superseded data were derived.
 BK2615
 BK2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8526825078(NAD 83)
 BK2615_MARKER: 53 = ELEVATED TANK
 BK2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2615+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 BK2615
 BK2615  HISTORY     - Date     Condition        Report By
 BK2615  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2615  HISTORY     - 20041119 GOOD             USPSQD
 BK2615
 BK2615                          STATION DESCRIPTION
 BK2615
 BK2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2615'THE POINT INTERSECTED IS THE BALL AT THE APEX OF THE
 BK2615'WATER TANK.  IT IS LOCATED NEAR THE NORTH EDGE OF THE TOWN
 BK2615'OF EVERGREEN.
 BK2615'
 BK2615'IT IS AN ELEVATED TANK SUPPORTED BY 4 LEGS AND PAINTED LIGHT
 BK2615'GREEN.  IT IS ABOUT 115 FEET IN HEIGHT AND IS OVAL SHAPED.
 BK2615
 BK2615                          STATION RECOVERY (2004)
 BK2615
 BK2615'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1205 ***********************************************************************
 CP1205  DESIGNATION -  EWENS 32 BOLT
 CP1205  PID         -  CP1205
 CP1205  STATE/COUNTY-  LA/EAST CARROLL
 CP1205  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1205
 CP1205                         *CURRENT SURVEY CONTROL
 CP1205  ___________________________________________________________________
 CP1205* NAD 83(1986)-  32 48 59.     (N)    091 10 20.     (W)     SCALED    
 CP1205* NAVD 88     -        29.06   (+/-2cm)      95.3    (feet)  VERTCON   
 CP1205  ___________________________________________________________________
 CP1205  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1205
 CP1205  VERT ORDER  -  ? (See Below)
 CP1205
 CP1205.The horizontal coordinates were scaled from a topographic map and have
 CP1205.an estimated accuracy of +/- 6 seconds.
 CP1205
 CP1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1205.The vertical order pertains to the NGVD 29 superseded value.
 CP1205
 CP1205.The geoid height was determined by GEOID03.
 CP1205
 CP1205;                    North         East    Units  Estimated Accuracy
 CP1205;SPC LA N     -   257,600.    1,124,340.      MT  (+/- 180 meters Scaled)
 CP1205
 CP1205                          SUPERSEDED SURVEY CONTROL
 CP1205
 CP1205  NGVD 29 (??/??/92)   29.116  (m)           95.52   (f) ADJ UNCH    ?  
 CP1205
 CP1205.Superseded values are not recommended for survey control.
 CP1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1205.See file dsdata.txt to determine how the superseded data were derived.
 CP1205
 CP1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS711324(NAD 83)
 CP1205_MARKER: B = BOLT
 CP1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1205_SP_SET: STONE
 CP1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1205+STABILITY: SURFACE MOTION
 CP1205
 CP1205  HISTORY     - Date     Condition        Report By
 CP1205  HISTORY     - UNK      MONUMENTED       DOD
 CP1205  HISTORY     - 1934     GOOD             DOD
 CP1205
 CP1205                          STATION DESCRIPTION
 CP1205
 CP1205'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1205'IN LAKE PROVIDENCE.
 CP1205'IS AN IRON PIPE WITH IRON CAP ON A CONCRETE SUBSURFACE MARKER, LOCATED
 CP1205'ON RIGHT BANK OF MISS. RIVER, IN LAKE PROVIDENCE, EAST CARROLL PARISH,
 CP1205'LA. 1450 FEET BACK OF TOP BANK OF RIVER, 460 FEET BACK OF CROWN OF
 CP1205'LEVEE, 196 FEET EAST OF MAIN THOROUGHFARE, AND 98 FEET SOUTH OF DIRT
 CP1205'STREET CONNECTING MAIN ROAD WITH ROAD ALONG LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1204 ***********************************************************************
 CP1204  DESIGNATION -  EWENS 32 CAP
 CP1204  PID         -  CP1204
 CP1204  STATE/COUNTY-  LA/EAST CARROLL
 CP1204  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1204
 CP1204                         *CURRENT SURVEY CONTROL
 CP1204  ___________________________________________________________________
 CP1204* NAD 83(1986)-  32 48 59.     (N)    091 10 20.     (W)     SCALED    
 CP1204* NAVD 88     -        30.30   (+/-2cm)      99.4    (feet)  VERTCON   
 CP1204  ___________________________________________________________________
 CP1204  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1204
 CP1204  VERT ORDER  -  ? (See Below)
 CP1204
 CP1204.The horizontal coordinates were scaled from a topographic map and have
 CP1204.an estimated accuracy of +/- 6 seconds.
 CP1204
 CP1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1204.The vertical order pertains to the NGVD 29 superseded value.
 CP1204
 CP1204.The geoid height was determined by GEOID03.
 CP1204
 CP1204;                    North         East    Units  Estimated Accuracy
 CP1204;SPC LA N     -   257,600.    1,124,340.      MT  (+/- 180 meters Scaled)
 CP1204
 CP1204                          SUPERSEDED SURVEY CONTROL
 CP1204
 CP1204  NGVD 29 (??/??/92)   30.352  (m)           99.58   (f) ADJ UNCH    ?  
 CP1204
 CP1204.Superseded values are not recommended for survey control.
 CP1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1204.See file dsdata.txt to determine how the superseded data were derived.
 CP1204
 CP1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS711324(NAD 83)
 CP1204_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1204_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1204_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1204
 CP1204  HISTORY     - Date     Condition        Report By
 CP1204  HISTORY     - UNK      MONUMENTED       DOD
 CP1204  HISTORY     - 1934     GOOD             DOD
 CP1204
 CP1204                          STATION DESCRIPTION
 CP1204
 CP1204'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1204'IN LAKE PROVIDENCE.
 CP1204'IS AN IRON PIPE WITH IRON CAP ON A CONCRETE SUBSURFACE MARKER, LOCATED
 CP1204'ON RIGHT BANK OF MISS. RIVER, IN LAKE PROVIDENCE, EAST CARROLL PARISH,
 CP1204'LA. 1450 FEET BACK OF TOP BANK OF RIVER, 460 FEET BACK OF CROWN OF
 CP1204'LEVEE, 196 FEET EAST OF MAIN THOROUGHFARE, AND 98 FEET SOUTH OF DIRT
 CP1204'STREET CONNECTING MAIN ROAD WITH ROAD ALONG LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3894 ***********************************************************************
 BJ3894  DESIGNATION -  EXXON
 BJ3894  PID         -  BJ3894
 BJ3894  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3894  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3894
 BJ3894                         *CURRENT SURVEY CONTROL
 BJ3894  ___________________________________________________________________
 BJ3894* NAD 83(1992)-  30 29 32.80203(N)    091 10 19.46215(W)     ADJUSTED  
 BJ3894* NAVD 88     -        17.773  (meters)      58.31   (feet)  ADJUSTED  
 BJ3894  ___________________________________________________________________
 BJ3894  X           -    -112,518.414 (meters)                     COMP
 BJ3894  Y           -  -5,499,599.372 (meters)                     COMP
 BJ3894  Z           -   3,217,528.068 (meters)                     COMP
 BJ3894  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ3894  ELLIP HEIGHT-          -9.44  (meters)          (02/12/02) GPS OBS
 BJ3894  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3894  DYNAMIC HT  -          17.750 (meters)      58.23  (feet)  COMP
 BJ3894  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3894
 BJ3894  HORZ ORDER  -  B
 BJ3894  VERT ORDER  -  SECOND    CLASS I
 BJ3894  ELLP ORDER  -  FOURTH    CLASS II
 BJ3894
 BJ3894.The horizontal coordinates were established by GPS observations
 BJ3894.and adjusted by the National Geodetic Survey in September 1992..
 BJ3894
 BJ3894.The orthometric height was determined by differential leveling
 BJ3894.and adjusted by the National Geodetic Survey in February 1994..
 BJ3894.WARNING-GPS observations at this control monument resulted in a GPS
 BJ3894.derived orthometric height which differed from the leveled height by
 BJ3894.more than one decimeter (0.1 meter).
 BJ3894
 BJ3894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3894
 BJ3894.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3894
 BJ3894.The ellipsoidal height was determined by GPS observations
 BJ3894.and is referenced to NAD 83.
 BJ3894
 BJ3894.The geoid height was determined by GEOID03.
 BJ3894
 BJ3894.The dynamic height is computed by dividing the NAVD 88
 BJ3894.geopotential number by the normal gravity value computed on the
 BJ3894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3894.degrees latitude (g = 980.6199 gals.).
 BJ3894
 BJ3894.The modeled gravity was interpolated from observed gravity values.
 BJ3894
 BJ3894;                    North         East     Units Scale Factor Converg.
 BJ3894;SPC LA S     -   220,864.701 1,015,481.446   MT  0.99996243   +0 04 50.3
 BJ3894;SPC LA S     -   724,620.27  3,331,625.38   sFT  0.99996243   +0 04 50.3
 BJ3894;UTM  15      - 3,374,774.636   675,436.955   MT  0.99997970   +0 55 40.0
 BJ3894
 BJ3894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3894!SPC LA S     -   1.00000148  x   0.99996243  =   0.99996391
 BJ3894!UTM  15      -   1.00000148  x   0.99997970  =   0.99998118
 BJ3894
 BJ3894                          SUPERSEDED SURVEY CONTROL
 BJ3894
 BJ3894  ELLIP H (01/21/93)   -9.36   (m)                       GP(       ) 4 2
 BJ3894  ELLIP H (09/10/92)   -9.36   (m)                       GP(       ) 4 1
 BJ3894  NAD 83(1986)-  30 29 32.82191(N)    091 10 19.46621(W) AD(       ) 1
 BJ3894  NAD 27      -  30 29 32.13814(N)    091 10 19.07624(W) AD(       ) 1
 BJ3894  NAVD 88 (08/12/94)   17.77   (m)           58.3    (f) LEVELING    3  
 BJ3894  NGVD 29 (11/16/93)   17.79   (m)           58.4    (f) LEVELING    3  
 BJ3894
 BJ3894.Superseded values are not recommended for survey control.
 BJ3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3894.See file dsdata.txt to determine how the superseded data were derived.
 BJ3894
 BJ3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7543774775(NAD 83)
 BJ3894_MARKER: DS = TRIANGULATION STATION DISK
 BJ3894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3894_SP_SET: CONCRETE POST
 BJ3894_STAMPING: EXXON 1987
 BJ3894_MARK LOGO: NGS   
 BJ3894_PROJECTION: FLUSH
 BJ3894_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3894+STABILITY: SURFACE MOTION
 BJ3894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3894+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1992
 BJ3894
 BJ3894  HISTORY     - Date     Condition        Report By
 BJ3894  HISTORY     - 1987     MONUMENTED       LADTD
 BJ3894  HISTORY     - 1987     GOOD             LADTD
 BJ3894  HISTORY     - 1987     GOOD             LA-033
 BJ3894  HISTORY     - 19880920 GOOD             LADTD
 BJ3894  HISTORY     - 19890113 GOOD
 BJ3894  HISTORY     - 19890307 GOOD
 BJ3894  HISTORY     - 19920129 GOOD             LADTD
 BJ3894  HISTORY     - 19921114 GOOD             NOS
 BJ3894
 BJ3894                          STATION DESCRIPTION
 BJ3894
 BJ3894'DESCRIBED BY LA TRANSP AND DEV 1987 (SLC)
 BJ3894'THE STATION IS LOCATED IN THE EXXON REFINERY IN NORTH BATON ROUGE
 BJ3894'INSIDE A CHAIN LINK FENCE SURROUNDING THREE USGS DEEP WELL RECORDER
 BJ3894'BUILDINGS AT THE JUNCTION OF AVENUE E AND GULF STATES UTILITIES
 BJ3894'ROAD.
 BJ3894'OWNERSHIP--THE EXXON REFINERY.
 BJ3894'
 BJ3894'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 110
 BJ3894'AND EVANGELINE STREET GO WEST FOR 0.6 KM (0.4 MI) ON EVANGELINE
 BJ3894'STREET TO THE JUNCTION OF EVANGELINE STREET AND SCENIC HIGHWAY.
 BJ3894'TURN LEFT AND GO SOUTH FOR 1 KM (0.6 MI) ON SCENIC HIGHWAY TO THE
 BJ3894'JUNCTION OF MOHICAN AVENUE ON THE LEFT AND THE EXXON REFINERY MAIN
 BJ3894'ENTRANCE ON THE RIGHT.
 BJ3894'TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE ENTRANCE ROAD TO
 BJ3894'THE MAIN GATE AND THE GUARD HOUSE.  PERMISSION MUST BE OBTAINED
 BJ3894'BEFORE ENTERING THE PLANT.
 BJ3894'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.1 MI) ON THE
 BJ3894'ENTRANCE ROAD TO THE JUNCTION OF AVENUE E ON THE RIGHT.
 BJ3894'TURN RIGHT AND GO NORTH FOR 0.8 KM (0.5 MI) ON AVENUE E TO A SHELL
 BJ3894'ROAD ON THE RIGHT BETWEEN SOME STORAGE TANKS AND GULF STATES
 BJ3894'UTILITIES ROAD.  TURN RIGHT AND GO EAST FOR 30 METERS (100 FT) ON
 BJ3894'SHELL ROAD TO THREE U.S. GEOLOGICAL SURVER RECORDER BUILDINGS AND
 BJ3894'THE STATION ON THE LEFT INSIDE A CHAIN LINK FENCE SURROUNDING THE
 BJ3894'THREE DEEP WELLS.
 BJ3894'
 BJ3894'THE STATION IS A STANDARD NGS DISK
 BJ3894'STAMPED---EXXON 1987---,
 BJ3894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ3894'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BJ3894'24.5 METERS (7.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE DOOR TO
 BJ3894'THE CENTER BUILDING,
 BJ3894'10 METERS (3 FT) WEST FROM THE CENTER OF A ROCK WALKWAY LEADING TO
 BJ3894'THE CENTER BUILDING,
 BJ3894'10 METERS (3 FT) NORTHWEST FROM THE CENTER OF A CHAIN LINK GATE
 BJ3894'LEADING INTO THE WELL SIGHTS,
 BJ3894'5 METERS (1.5 FT) NORTH FROM THE CHAIN LINK FENCE AND
 BJ3894'4 METERS (1.2 FT) NORTH FROM A FIBERGLASS WINTESS POST.
 BJ3894'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ3894'STAMPED---EXXON 1987---,
 BJ3894'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BJ3894'
 BJ3894'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 BJ3894'STAMPED---EXXON NO 1 1987---,
 BJ3894'SET INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF A 6 BY 8 FEET
 BJ3894'CONCRETE SLAB SUPPORTING THE WESTERN MOST BUILDING.
 BJ3894'54 METERS (16.5 FT) NORTHEAST FROM THE CENTER OF A CHAIN LINK GATE
 BJ3894'LEADING INTO THE DEEP WELL SIGHTS,
 BJ3894'25 METERS (7.6 FT) NORTH FROM A CHAIN LINK FENCE  AND
 BJ3894'1 METERS (0.3 FT) NORTH FROM THE SOUTHWEST CORNER OF THE WOODEN
 BJ3894'BUILDING.
 BJ3894'MARK IS LEVEL WITH THE STATION.
 BJ3894'
 BJ3894'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 BJ3894'STAMPED---EXXON NO 2 1987---,
 BJ3894'SET INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF A 6 BY 8 FEET
 BJ3894'CONCRETE SLAB SUPPORTING THE EASTERN MOST BUILDING.
 BJ3894'47 METERS (14.3 FT) NORTHWEST FROM THE CENTER OF A CHAIN LINK GATE
 BJ3894'LEADING INTO THE DEEP WELL SIGHTS,
 BJ3894'29 METERS (8.8 FT) NORTH FROM A CHAIN LINK FENCE AROUND THE WELL
 BJ3894'SIGHTS AND
 BJ3894'1 METERS (0.3 FT) NORTH FROM THE SOUTHEAST CORNER OF THE BUILDING.
 BJ3894'MARK IS LEVEL WITH THE STATION.
 BJ3894'
 BJ3894'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BJ3894'STAMPED---EXXON 1987---,
 BJ3894'SET INTO A DRILL HOLE IN THE NORTHWEST CORNER OF A DOUBLE DRAIN AT
 BJ3894'THE JUNCTION OF SCENIC HIGHWAY AND EVANGELINE STREET.
 BJ3894'46 METERS (14 FT) EAST FROM THE CENTER OF THE NORTH BOUND OF SCENIC
 BJ3894'HIGHWAY,
 BJ3894'16 METERS (4.9 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANE OF
 BJ3894'EVANGELINE STREET,
 BJ3894'12 METERS (3.7 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF A
 BJ3894'TWO STORY BLOCK BUILDING AND
 BJ3894'2 METERS (0.6 FT) SOUTH FROM THE CENTER OF A CONCRETE SIDEWALK.
 BJ3894'TO REACH THE AZIMUTH FROM THE STATION,
 BJ3894'GO SOUTH FOR 0.8 KM (0.5 MI) ON AVENUE E TO THE JUNCTION WITH THE
 BJ3894'MAIN ENTRANCE ROAD.
 BJ3894'TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI) ON THE MAIN ENTRANCE ROAD
 BJ3894'TO THE GUARD HOUSE AT THE MAIN GATE.  AFTER SIGNING OUT CONTINUE
 BJ3894'STRAINGT AHEAD TO THE JUNCTION OF SCENIC HIGHWAY.
 BJ3894'TURN LEFT AND GO NORTH FOR 1 KM (0.6 MI) ON SCENIC HIGHWAY TO THE
 BJ3894'JUNCTION OF SCENIC HIGHWAY AND EVANGELINE STREET AND THE MARK SET
 BJ3894'IN A DRAIN EAST OF SCENIC HIGHWAY AND NORTH OF EVANGELINE STREET.
 BJ3894
 BJ3894                          STATION RECOVERY (1987)
 BJ3894
 BJ3894'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ3894'IN BATON ROUGE.
 BJ3894'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BJ3894'1.3 KM (0.8 MI) WEST ALONG EVANGELINE STREET FROM THE JUNCTION OF
 BJ3894'INTERSTATE HIGHWAY 110 AND EVANGELINE TO THE JUNCTION OF SCENIC
 BJ3894'HIGHWAY AND EVANGELINE STREET.  TURN LEFT (SOUTH) ON SCENIC HIGHWAY
 BJ3894'FOR 1 KM (0.6 MI) TO THE JUNCTION OF SCENIC HIGHWAY AND MOHICAN
 BJ3894'AVENUE ON THE LEFT AND THE EXXON REFINERY MAIN GATE ON THE RIGHT.
 BJ3894'TUEN RIGHT (WEST) ON THE ENTRANCE ROAD FOR 0.1 KM (0.05 MI) TO THE
 BJ3894'GUARD HOUSE.  PERMISSION MUST BE OBTAINED BEFORE ENTERING THE PLANT.
 BJ3894'CONTINUE AHEAD (WEST) ON THE ENTRANCE ROAD TO THE JUNCTION WITH
 BJ3894'AVENUE E. TURN RIGHT (NORTH) ON AVENUE E FOR 0.8 KM (0.5 MI) TO A
 BJ3894'SHELL ROAD ON THE RIGHT AND THE MARK SET INSIDE A CHAIN LINK FENCE
 BJ3894'SURROUNDING THREE SMALL BUILDINGS, 7.5 METERS (24.5 FT)
 BJ3894'SOUTH-SOUTHWEST FROM THE CENTER OF A WALKWAY LEADING TO THE CENTER
 BJ3894'BUILDING, 3 METERS (10 FT) NORTHWEST FROM THE CENTER OF THE CHAIN
 BJ3894'LINK GATE AND 1.5 METERS (5 FT) NORTH FROM THE CHAIN LINK FENCE.
 BJ3894'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 BJ3894
 BJ3894                          STATION RECOVERY (1987)
 BJ3894
 BJ3894'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3894'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BJ3894'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 1.3 KM
 BJ3894'(0.8 MILE) WEST ALONG EVANGELINE STREET FROM THE JUNCTION OF
 BJ3894'INTERSTATE HIGHWAY 110 TO THE JUNCTION OF SCENIC HIGHWAY, TURN LEFT
 BJ3894'(SOUTH) ON SCENIC HIGHWAY FOR 1 KM (0.6 MILE) TO THE JUNCTION OF
 BJ3894'MOHICAN AVENUE ON THE LEFT AND THE EXXON REFINERY MAIN GATE ON THE
 BJ3894'RIGHT, TURN RIGHT (WEST) ON THE ENTRANCE ROAD FOR 0.1 KM (0.05 MILE)
 BJ3894'TO THE GUARD HOUSE, PERMISSION MUST BE OBTAINED BEFORE ENTERING THE
 BJ3894'PLANT, CONTINUE AHEAD (WEST) ON THE ENTRANCE ROAD TO THE JUNCTION OF
 BJ3894'AVENUE E, TURN RIGHT (NORTH) ON AVENUE E FOR 0.8 KM (0.5 MILE) TO A
 BJ3894'SHELL ROAD ON THE RIGHT AND THE MARK SET INSIDE A CHAIN LINK FENCE
 BJ3894'SURROUNDING THREE SMALL BUILDINGS, 7.5 M (24.5 FEET) SOUTH-SOUTHWEST
 BJ3894'FROM THE CENTER OF A ROCK WALKWAY LEADING TO THE CENTER BUILDING, 3
 BJ3894'METERS (10 FEET)NOTHWEST FROM THE CENTER OF A CHAIN LINK GATE, 1.5
 BJ3894'METERS (1.5 FEET) NORTH FROM THE FENCE.
 BJ3894'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 BJ3894
 BJ3894                          STATION RECOVERY (1988)
 BJ3894
 BJ3894'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ3894'THE STATION IS LOCATED IN THE EXXON REFINERY IN NORTH BATON ROUGE,
 BJ3894'INSIDE A CHAIN LINK FENCE SURROUNDING USGS DEEP WELL RECORDER
 BJ3894'BUILDINGS AT THE JUNCTION OF AVENUE E AND GULF STATES UTILITIES ROAD.
 BJ3894'OWNERSHIP--EXXON REFINERY.
 BJ3894'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 110 AND
 BJ3894'EVANGELINE STREET GO WEST FOR 0.6 KM (0.35 MI) ON EVANGELINE STREET TO
 BJ3894'THE JUNCTION OF SCENIC HIGHWAY.  TURN LEFT AND GO SOUTH FOR 1 KM
 BJ3894'(0.60 MI) ON SCENIC HIGHWAY TO THE JUNCTION OF MOHICAN AVE ON THE LEFT
 BJ3894'AND THE EXXON REFINERY MAIN ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 BJ3894'WEST FOR 0.1 KM (0.05 MI) ON THE ENTRANCE ROAD TO THE MAIN GATE AND
 BJ3894'THE GUARD HOUSE.  PERMISSION MUST BE OBTAINED BEFORE ENTERING THE
 BJ3894'PLANT.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.10 MI) ON
 BJ3894'THE ENTRANCE ROAD TO THE JUNCTION OF AVENUE E ON THE RIGHT.  TURN
 BJ3894'RIGHT AND GO NORTH FOR 0.8 KM (0.50 MI) ON AVENUE E TO A SHELL ROAD ON
 BJ3894'THE RIGHT BETWEEN SOME STORAGE TANKS AND GULF STATES UTILITIES ROAD.
 BJ3894'TURN RIGHT AND GO EAST FOR 30 M (98.4 FT) ON THE SHELL ROAD TO THREE
 BJ3894'USGS RECORDER BUILDINGS AND THE STATION ON THE LEFT INSIDE A CHAIN
 BJ3894'LINK FENCE SURROUNDING THE THREE DEEP WELLS.
 BJ3894'THE STATION IS 24.5 M (80.4 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 BJ3894'DOOR OF THE CENTER BUILDING, 10 M (32.8 FT) WEST FROM THE CENTER OF A
 BJ3894'ROCK WALKWAY LEADING TO THE CENTER BUILDING, 10 M (32.8 FT) NORTHWEST
 BJ3894'FROM THE CENTER OF A CHAIN LINK GATE LEADING INTO THE WELL SITES, 5 M
 BJ3894'(16.4 FT) NORTH FROM THE CHAIN LINK FENCE AND 4 M (13.1 FT) NORTH FROM
 BJ3894'A FIBERGLASS WITNESS POST.  THE REFERENCE MARKS WERE NOT SEARCHED FOR
 BJ3894'THIS DATE.
 BJ3894
 BJ3894                          STATION RECOVERY (1989)
 BJ3894
 BJ3894'RECOVERED 1989
 BJ3894'RECOVERED IN GOOD CONDITION.
 BJ3894
 BJ3894                          STATION RECOVERY (1989)
 BJ3894
 BJ3894'RECOVERED 1989
 BJ3894'RECOVERED IN GOOD CONDITION.
 BJ3894
 BJ3894                          STATION RECOVERY (1992)
 BJ3894
 BJ3894'RECOVERY NOTE BY LA TRANSP AND DEV 1992
 BJ3894'THE STATION IS LOCATED IN THE EXXON REFINERY IN NORTH BATON ROUGE,
 BJ3894'INSIDE A CHAIN LINK FENCE SURROUNDING THREE USGS DEEP WELL RECORDER
 BJ3894'BUILDINGS AT THE JUNCTION OF AVENUE E AND GULF STATES UTILITIES ROAD.
 BJ3894'OWNERSHIP--THE EXXON REFINERY.
 BJ3894'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 110 AND
 BJ3894'EVANGELINE STREET, GO WEST FOR 0.4 MI (0.6 KM) ON EVANGELINE STREET
 BJ3894'TO THE JUNCTION OF SCENIC HIGHWAY, TURN LEFT AND GO SOUTH FOR 0.6 MI
 BJ3894'(1.0 KM) ON SCENIC HIGHWAY TO THE JUNCTION OF MOHICAN AVENUE ON THE
 BJ3894'LEFT AND THE EXXON REFINERY MAIN ENTRANCE ON THE RIGHT, TURN RIGHT
 BJ3894'AND GO WEST FOR 0.05 MI (0.08 KM) ON THE ENTRANCE ROAD TO THE MAIN
 BJ3894'GATE AND GUARD HOUSE, PERMISSION MUST BE OBTAINED BEFORE ENTERING THE
 BJ3894'PLANT, CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.1 MI (0.2 KM) ON THE
 BJ3894'ENTRANCE ROAD TO THE JUNCTION OF AVENUE E, TURN RIGHT AND GO NORTH
 BJ3894'FOR 0.5 MI (0.8 KM) ON AVENUE E TO A PAVED ROAD ON THE RIGHT BETWEEN
 BJ3894'SOME STORAGE TANKS AND GULF STATES UTILITES ROAD, TURN RIGHT AND GO
 BJ3894'EAST FOR 100.0 FT (30.5 M) ON THE PAVED ROAD TO THE THREE U.S.
 BJ3894'GEOLOGICAL SURVEY RECORDER BUILDINGS AND THE STATION ON THE LEFT
 BJ3894'INSIDE A CHAIN LINK FENCE SURROUNDING THE THREE DEEP WELLS.
 BJ3894'THE STATION IS LOCATED 27.9 FT (8.5 M) NORTH OF THE CENTER OF THE
 BJ3894'ROAD, 24.2 FT (7.4 M) SOUTH-SOUTHWEST FROM THE CENTER OF THE DOOR TO
 BJ3894'THE CENTER BUILDING, 9.5 FT (2.9 M) WEST FROM THE CENTER OF A ROCK
 BJ3894'WALKWAY LEADING TO THE CENTER BUILDING, 10.2 FT (3.1 M) NORTHWEST
 BJ3894'FROM THE CENTER OF A CHAIN LINK GATE LEADING INTO THE WELL SIGHTS,
 BJ3894'4.6 FT (1.4 M) NORTH FROM THE CHAIN LINK FENCE, 4.0 FT (1.2 M) NORTH
 BJ3894'FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE.
 BJ3894
 BJ3894                          STATION RECOVERY (1992)
 BJ3894
 BJ3894'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ3894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8326 ***********************************************************************
 AF8326  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AF8326  DESIGNATION -  EXXON 2
 AF8326  PID         -  AF8326
 AF8326  STATE/COUNTY-  LA/EAST BATON ROUGE
 AF8326  USGS QUAD   -  BATON ROUGE WEST (1995)
 AF8326
 AF8326                         *CURRENT SURVEY CONTROL
 AF8326  ___________________________________________________________________
 AF8326* NAD 83(1992)-  30 29 15.88417(N)    091 10 09.60589(W)     ADJUSTED  
 AF8326* NAVD 88     -        18.14 **(meters)      59.5  **(feet)  GPS OBS(2004.65)
 AF8326  **This station is located in a subsidence area (see below).
 AF8326  ___________________________________________________________________
 AF8326  X           -    -112,261.019 (meters)                     COMP
 AF8326  Y           -  -5,499,869.354 (meters)                     COMP
 AF8326  Z           -   3,217,079.324 (meters)                     COMP
 AF8326  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AF8326  ELLIP HEIGHT-          -9.06  (meters)          (05/09/05) GPS OBS
 AF8326  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AF8326
 AF8326  HORZ ORDER  -  A
 AF8326  ELLP ORDER  -  FOURTH    CLASS II
 AF8326
 AF8326.The horizontal coordinates were established by GPS observations
 AF8326.and adjusted by the National Geodetic Survey in June 2000..
 AF8326
 AF8326 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AF8326 ** and geoid heights are valid at the date of observation. These heights
 AF8326 ** must always be validated when used as control.
 AF8326 ** The orthometric height was determined by GPS observations using
 AF8326 ** precise GPS observation and processing techniques and a new
 AF8326 ** realization of GEOID03. It supersedes the leveled height previously
 AF8326 ** determined for this station.
 AF8326 ** The geoid height was determined by a new realization of GEOID03 for the
 AF8326 ** epoch indicated which incorporates improved geoid heights for the
 AF8326 ** Southern Louisiana Subsidence area.
 AF8326 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AF8326.The orthometric height was determined by GPS observations and a
 AF8326.high-resolution geoid model using precise GPS observation and
 AF8326.processing techniques. It supersedes the leveled height previously
 AF8326.determined for this station.
 AF8326
 AF8326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8326
 AF8326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8326
 AF8326.The ellipsoidal height was determined by GPS observations
 AF8326.and is referenced to NAD 83.
 AF8326
 AF8326.The geoid height was determined by GEOID03.
 AF8326
 AF8326;                    North         East     Units Scale Factor Converg.
 AF8326;SPC LA S     -   220,344.115 1,015,745.032   MT  0.99996173   +0 04 55.2
 AF8326;SPC LA S     -   722,912.32  3,332,490.16   sFT  0.99996173   +0 04 55.2
 AF8326;UTM  15      - 3,374,257.994   675,708.214   MT  0.99998088   +0 55 44.5
 AF8326
 AF8326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8326!SPC LA S     -   1.00000142  x   0.99996173  =   0.99996315
 AF8326!UTM  15      -   1.00000142  x   0.99998088  =   0.99998230
 AF8326
 AF8326                          SUPERSEDED SURVEY CONTROL
 AF8326
 AF8326  ELLIP H (06/20/00)   -9.04   (m)                       GP(       ) 3 1
 AF8326  NAD 83(1992)-  30 29 15.88408(N)    091 10 09.60562(W) AD(       ) B
 AF8326  ELLIP H (03/10/99)   -8.99   (m)                       GP(       ) 3 1
 AF8326  NAVD 88 (09/17/98)   18.199  (m)           59.71   (f) ADJUSTED    2 1
 AF8326
 AF8326.Superseded values are not recommended for survey control.
 AF8326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8326.See file dsdata.txt to determine how the superseded data were derived.
 AF8326
 AF8326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7570874258(NAD 83)
 AF8326_MARKER: DD = SURVEY DISK
 AF8326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8326_STAMPING: EXXON 2 1993
 AF8326_MARK LOGO: NGS   
 AF8326_PROJECTION: FLUSH
 AF8326_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8326+STABILITY: SURFACE MOTION
 AF8326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8326+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2004
 AF8326
 AF8326  HISTORY     - Date     Condition        Report By
 AF8326  HISTORY     - 1993     MONUMENTED       LADTD
 AF8326  HISTORY     - 19980303 GOOD             NGS
 AF8326  HISTORY     - 19990415 GOOD             NGS
 AF8326  HISTORY     - 20021031 GOOD             3001
 AF8326  HISTORY     - 20040217 GOOD             LADTD
 AF8326
 AF8326                          STATION DESCRIPTION
 AF8326
 AF8326'DESCRIBED BY LA TRANSP AND DEV 1993 (SLC)
 AF8326'THE STATION IS LOCATED IN BATON ROUGE ON THE EAST SIDE OF THE EXXON
 AF8326'REFINERY.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8326'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AF8326'HIGHWAY 110 AND EVANGELINE STREET IN BATON ROUGE, GO WEST FOR 0.4 MI
 AF8326'(0.6 KM) ON EVANGELINE STREET TO THE JUNCTION WITH SCENIC HIGHWAY
 AF8326'(U.S.  HIGHWAY 61) , TURN LEFT AND GO SOUTH FOR 0.35 MI (0.56 KM) ON
 AF8326'SCENIC HIGHWAY TO THE STATION ON THE RIGHT SET BETWEEN THE CHAIN LINK
 AF8326'FENCE AND THE SOUTH BOUND LANES OF SCENIC HIGHWAY.  THE STATION IS
 AF8326'84.5 FT (25.8 M) NORTH FROM THE CENTER OF AN ASPHALT DRIVE LEADING
 AF8326'INTO THE EXXON PLANT AT GATE V-9, 76.5 FT (23.3 M) SOUTH FROM THE
 AF8326'CENTER OF THE EXTENDED CENTER OF DAYTON STREET, 34.5 FT (10.5 M) WEST
 AF8326'FROM THE CENTER OF SCENIC HIGHWAY, 2.5 FT (0.8 M) EAST FROM THE CHAIN
 AF8326'LINK FENCE, 2.0 FT (0.6 M) EAST FROM A FIBERGLASS WITNESS POST, FLUSH
 AF8326'WITH THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF
 AF8326'THE HIGHWAY.
 AF8326
 AF8326                          STATION RECOVERY (1998)
 AF8326
 AF8326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AF8326'THE STATION IS LOCATED IN BATON ROUGE, ON THE EAST SIDE OF THE EXXON
 AF8326'REFINERY.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AF8326'DEVELOPMENT, LOCATION AND SURVEY DIVISION, PO BOX 94245, BATON ROUGE,
 AF8326'LA 70804, PHONE 504-379-1134 OR FAX 504-379-1850.  TO REACH THE
 AF8326'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 110 AND EVANGELINE
 AF8326'STREET IN BATON ROUGE, GO WEST FOR 0.6 KM (0.35 MI) ALONG EVANGELINE
 AF8326'STREET TO THE JUNCTION WITH U.S. HIGHWAY 61 (SCENIC HIGHWAY).  TURN
 AF8326'LEFT, SOUTH FOR 0.56 KM (0.35 MI) ALONG SCENIC HIGHWAY TO THE STATION
 AF8326'ON THE RIGHT, SET BETWEEN THE CHAIN LINK FENCE AND THE SOUTHBOUND
 AF8326'LANES OF SCENIC HIGHWAY.  STATION IS 25.8 M (84.6 FT) NORTH OF THE
 AF8326'CENTER OF AN ASPHALT DRIVE LEADING INTO THE EXXON PLANT AT GATE V-9,
 AF8326'23.3 M (76.4 FT) SOUTH OF THE EXTENDED CENTER OF DAYTON STREET, 10.5 M
 AF8326'(34.4 FT) WEST OF THE CENTER OF SCENIC HIGHWAY, 0.8 M (2.6 FT) EAST OF
 AF8326'THE CHAIN LINK FENCE, 0.6 M (2.0 FT) EAST OF A WITNESS POST, ABOUT 0.6
 AF8326'M (2.0 FT) ABOVE THE HIGHWAY LEVEL AND FLUSH WITH GROUND.
 AF8326
 AF8326                          STATION RECOVERY (1999)
 AF8326
 AF8326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AF8326'RECOVERED AS DESCRIBED.
 AF8326
 AF8326                          STATION RECOVERY (2002)
 AF8326
 AF8326'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AF8326'THE STATION IS LOCATED IN BATON ROUGE ON EAST SIDE OF THE EXXON PLANT
 AF8326'ON HWY 61.
 AF8326' 
 AF8326'OWNERSHIP- LADOTD
 AF8326' 
 AF8326'TO REACH THE STATION FROM THE INTERSECTION OF HWY 110 AND EVANGELINE
 AF8326'ST GO WEST FOR 0.35 MILES ALONG 61 TO THE STATION ON RIGHT. STATION IS
 AF8326'SET BETWEEN THE CURB ON WEST  SIDE OF RD. FENCE.
 AF8326' 
 AF8326'THE STATION IS 84' NORTH OF A ABANDONED ASPHALT DRIVE LEADING INTO
 AF8326'EXXON PLANT, 34' WEST  OF THE CENTERLINE OF HWY 61, 76' SOUTH OF THE
 AF8326'EXTENDED CENTERLINE OF DAYTON ST 2.6' EAST OF A CHAIN LINK FENCE, 2'
 AF8326'EAST  OF A WITNESS POST. STATION  IS A HORIZONTAL CONTROL DISK SET IN
 AF8326'CONCRETE FLUSH W/GROUND.
 AF8326
 AF8326                          STATION RECOVERY (2004)
 AF8326
 AF8326'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 AF8326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3896 ***********************************************************************
 BJ3896  DESIGNATION -  EXXON AZ MK
 BJ3896  PID         -  BJ3896
 BJ3896  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3896  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3896
 BJ3896                         *CURRENT SURVEY CONTROL
 BJ3896  ___________________________________________________________________
 BJ3896* NAD 83(1992)-  30 29 33.37392(N)    091 10 09.64778(W)     ADJUSTED  
 BJ3896* NAVD 88     -        18.076  (meters)      59.30   (feet)  ADJUSTED  
 BJ3896  ___________________________________________________________________
 BJ3896  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ3896  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3896  DYNAMIC HT  -          18.053 (meters)      59.23  (feet)  COMP
 BJ3896  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3896
 BJ3896  HORZ ORDER  -  SECOND
 BJ3896  VERT ORDER  -  SECOND    CLASS I
 BJ3896
 BJ3896.The horizontal coordinates were established by classical geodetic methods
 BJ3896.and adjusted by the National Geodetic Survey in January 1993..
 BJ3896.No horizontal observational check was made to the station.
 BJ3896
 BJ3896.The orthometric height was determined by differential leveling
 BJ3896.and adjusted by the National Geodetic Survey in February 1994..
 BJ3896
 BJ3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3896
 BJ3896.The geoid height was determined by GEOID03.
 BJ3896
 BJ3896.The dynamic height is computed by dividing the NAVD 88
 BJ3896.geopotential number by the normal gravity value computed on the
 BJ3896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3896.degrees latitude (g = 980.6199 gals.).
 BJ3896
 BJ3896.The modeled gravity was interpolated from observed gravity values.
 BJ3896
 BJ3896;                    North         East     Units Scale Factor Converg.
 BJ3896;SPC LA S     -   220,882.683 1,015,743.144   MT  0.99996245   +0 04 55.2
 BJ3896;SPC LA S     -   724,679.27  3,332,483.96   sFT  0.99996245   +0 04 55.2
 BJ3896;UTM  15      - 3,374,796.485   675,698.364   MT  0.99998084   +0 55 45.0
 BJ3896
 BJ3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3896!SPC LA S     -   1.00000143  x   0.99996245  =   0.99996388
 BJ3896!UTM  15      -   1.00000143  x   0.99998084  =   0.99998227
 BJ3896
 BJ3896                          SUPERSEDED SURVEY CONTROL
 BJ3896
 BJ3896  NAD 83(1986)-  30 29 33.39382(N)    091 10 09.65184(W) AD(       ) 2
 BJ3896  NAD 27      -  30 29 32.71007(N)    091 10 09.26213(W) AD(       ) 2
 BJ3896  NGVD 29 (05/20/88)   18.3    (m)           60.     (f) VERT ANG       
 BJ3896
 BJ3896.Superseded values are not recommended for survey control.
 BJ3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3896.See file dsdata.txt to determine how the superseded data were derived.
 BJ3896
 BJ3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7569874796(NAD 83)
 BJ3896_MARKER: DZ = AZIMUTH MARK DISK
 BJ3896_SETTING: 0 = UNSPECIFIED SETTING
 BJ3896_STAMPING: EXXON 1987
 BJ3896_MARK LOGO: NGS   
 BJ3896_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3896
 BJ3896  HISTORY     - Date     Condition        Report By
 BJ3896  HISTORY     - 1987     MONUMENTED       LADTD
 BJ3896  HISTORY     - 1987     GOOD             LADTD
 BJ3896  HISTORY     - 1987     GOOD             LA-033
 BJ3896
 BJ3896                          STATION DESCRIPTION
 BJ3896
 BJ3896'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BJ3896'THE STATION IS LOCATED ABOUT   KM (  MI) SOUTH OF
 BJ3896'THE STATION IS LOCATED IN THE NORTHWEST PART OF BATON ROUGE NEAR
 BJ3896'THE EXXON REFINERY ON SCENIC HIGHWAY.
 BJ3896'OWNERSHIP--CITY OF BATON ROUGE.
 BJ3896'
 BJ3896'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 110
 BJ3896'AND EVANGELINE STREET IN THE NORTHWEST PART OF BATONROUGE, GO
 BJ3896'WEST FOR 0.6 KM (0.4 MI) ON EVANGELINE STREET TO THE JUNCTION OF
 BJ3896'EVANGELINE STREET AND SCENIC HIGHWAY AND THE STATION ON THE RIGHT
 BJ3896'SET IN THE NORTHWEST CORNER OF A DRAIN.
 BJ3896'
 BJ3896'THE STATION IS A STANDARD NGS DISK
 BJ3896'STAMPED---EXXON 1987---,
 BJ3896'SET INTO A DRILL HOLE IN THE NORTHWEST CORNER OF A DOUBLE DRAIN.
 BJ3896'14 METERS (46 FT) EAST FROM THE CENTER OF THE NORTH BOUND LANES OF
 BJ3896'SCENIC HIGHWAY,
 BJ3896'4.9 METERS (16 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANES OF
 BJ3896'EVANGELINE STREET,
 BJ3896'3.7 METERS (12 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF A
 BJ3896'TWO STORY BRICK BUILDING AND
 BJ3896'0.6 METERS (2 FT) SOUTH FROM THE CENTER OF THE CONCRETE SIDEWALK.
 BJ3896
 BJ3896                          STATION RECOVERY (1987)
 BJ3896
 BJ3896'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ3896'IN BATON ROUGE.
 BJ3896'1.3 KM (0.8 MI) WEST ALONG EVANGELINE STREET FROM THE JUNCTION OF
 BJ3896'EVANGELINE STREET AND INTERSTATE HIGHWAY 110 TO THE JUNCTION OF
 BJ3896'EVANGELINE STREET AND SCENIC HIGHWAY AND THE MARK SET IN A DRILL HOLE
 BJ3896'ON THE RIGHT IN THE NORTHWEST CORNER OF A DRAIN, 14 METERS (46 FT)
 BJ3896'EAST OF THE CENTER OF THE NORTH BOUND LANE OF SCENIC HIGHWAY, 4.9
 BJ3896'METERS (16 FT) NORTH OF THE CENTER OF THE WEST BOND LANE OF
 BJ3896'EVANGELINE STREET, 3.7 METERS (12 FT) SOUTH-SOUTHEAST OF THE
 BJ3896'SOUTHWEST CORNER OF A TWO STORY BLOCK BUILDING AND 0.6 METERS (2 FT)
 BJ3896'SOUTH OF THE CENTER OF THE SIDEWALK.
 BJ3896'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 BJ3896
 BJ3896                          STATION RECOVERY (1987)
 BJ3896
 BJ3896'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3895 ***********************************************************************
 BJ3895  DESIGNATION -  EXXON RM 2
 BJ3895  PID         -  BJ3895
 BJ3895  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3895  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3895
 BJ3895                         *CURRENT SURVEY CONTROL
 BJ3895  ___________________________________________________________________
 BJ3895* NAD 83(1986)-  30 29 33.     (N)    091 10 19.     (W)     SCALED    
 BJ3895* NAVD 88     -        17.890  (meters)      58.69   (feet)  ADJUSTED  
 BJ3895  ___________________________________________________________________
 BJ3895  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3895  DYNAMIC HT  -          17.866 (meters)      58.62  (feet)  COMP
 BJ3895  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3895
 BJ3895  VERT ORDER  -  SECOND    CLASS I
 BJ3895
 BJ3895.The horizontal coordinates were scaled from a topographic map and have
 BJ3895.an estimated accuracy of +/- 6 seconds.
 BJ3895
 BJ3895.The orthometric height was determined by differential leveling
 BJ3895.and adjusted by the National Geodetic Survey in February 1994..
 BJ3895
 BJ3895.The geoid height was determined by GEOID03.
 BJ3895
 BJ3895.The dynamic height is computed by dividing the NAVD 88
 BJ3895.geopotential number by the normal gravity value computed on the
 BJ3895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3895.degrees latitude (g = 980.6199 gals.).
 BJ3895
 BJ3895.The modeled gravity was interpolated from observed gravity values.
 BJ3895
 BJ3895;                    North         East    Units  Estimated Accuracy
 BJ3895;SPC LA S     -   220,870.    1,015,490.      MT  (+/- 180 meters Scaled)
 BJ3895
 BJ3895                          SUPERSEDED SURVEY CONTROL
 BJ3895
 BJ3895.No superseded survey control is available for this station.
 BJ3895
 BJ3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP754747(NAD 83)
 BJ3895_MARKER: DR = REFERENCE MARK DISK
 BJ3895_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ3895+WITH SETTING: PAVEMENT
 BJ3895_SP_SET: MAT FOUNDATION
 BJ3895_STAMPING: EXXON NO 2 1987
 BJ3895_MARK LOGO: NGS   
 BJ3895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3895+STABILITY: SURFACE MOTION
 BJ3895
 BJ3895  HISTORY     - Date     Condition        Report By
 BJ3895  HISTORY     - 1987     MONUMENTED       LADTD
 BJ3895
 BJ3895                          STATION DESCRIPTION
 BJ3895
 BJ3895'DESCRIBED BY LA TRANSP AND DEV 1987
 BJ3895'IN BATON ROUGE.
 BJ3895'1.3 KM (0.8 MI) WEST ALONG EVANGELINE STREET FROM THE JUNCTION OF
 BJ3895'EVANGELINE STREET AND INTERSTATE HIGHWAY 110 TO THE JUNCTION OF
 BJ3895'EVANGELINE STREET AND SCENIC HIGHWAY.  TURN LEFT (SOUTH) ON SCENIC
 BJ3895'HIGHWAY FOR 1 KM (0.6 MI) TO THE JUNCTION OF SCENIC HIGHWAY AND
 BJ3895'MOHICAN AVENUE ON THE LEFT AND THE EXXON REFINERY MAIN GATE ON THE
 BJ3895'RIGHT.  TURN RIGHT (WEST) ON THE ENTRANCE ROAD FOR 0.1 KM (0.05 MI)
 BJ3895'TO THE GUARD HOUSE.  PERMISSION MUST BE OBTAINED BEFORE ENTERING THE
 BJ3895'PLANT.  CONTINUE AHEAD (WEST) TO THE JUNCTION WITH AVENUE E. TURN
 BJ3895'RIGHT (NORTH) ON AVENUE E FOR 0.8 KM (0.5 MI) TO A SHELL ROAD ON THE
 BJ3895'RIGHT AND THE MARK SET IN A DRILL HOLE IN THE WESTERN MOST OF THREE
 BJ3895'BUILDINGS SURROUNDED BY A CHAIN LINK FENCE, 14.3 METERS (47 FT)
 BJ3895'NORTHWEST FROM THE CENTER OF THE GATE, 8.8 METERS (29 FT) NORTH OF
 BJ3895'THE FENCE AND 0.3 METER (1 FT) NORTH FROM THE SOUTHEAST CORNER OF THE
 BJ3895'BUILDING.
 BJ3895'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1994 ***********************************************************************
 BX1994  DESIGNATION -  F 100
 BX1994  PID         -  BX1994
 BX1994  STATE/COUNTY-  LA/VERNON
 BX1994  USGS QUAD   -  LEESVILLE (1994)
 BX1994
 BX1994                         *CURRENT SURVEY CONTROL
 BX1994  ___________________________________________________________________
 BX1994* NAD 83(1986)-  31 11 11.     (N)    093 17 35.     (W)     SCALED    
 BX1994* NAVD 88     -        80.04   (+/-2cm)     262.6    (feet)  VERTCON   
 BX1994  ___________________________________________________________________
 BX1994  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX1994
 BX1994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1994
 BX1994.The horizontal coordinates were scaled from a topographic map and have
 BX1994.an estimated accuracy of +/- 6 seconds.
 BX1994
 BX1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1994.The vertical order pertains to the NGVD 29 superseded value.
 BX1994
 BX1994.The geoid height was determined by GEOID03.
 BX1994
 BX1994;                    North         East    Units  Estimated Accuracy
 BX1994;SPC LA N     -    76,380.      924,410.      MT  (+/- 180 meters Scaled)
 BX1994
 BX1994                          SUPERSEDED SURVEY CONTROL
 BX1994
 BX1994  NGVD 29 (??/??/??)   80.144  (m)          262.94   (f) ADJUSTED    2 0
 BX1994
 BX1994.Superseded values are not recommended for survey control.
 BX1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1994.See file dsdata.txt to determine how the superseded data were derived.
 BX1994
 BX1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ720502(NAD 83)
 BX1994_MARKER: DB = BENCH MARK DISK
 BX1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1994_STAMPING: F 100 1938
 BX1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1994+STABILITY: SURFACE MOTION
 BX1994
 BX1994  HISTORY     - Date     Condition        Report By
 BX1994  HISTORY     - 1938     MONUMENTED       CGS
 BX1994  HISTORY     - 1943     GOOD             CGS
 BX1994  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1994
 BX1994                          STATION DESCRIPTION
 BX1994
 BX1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1994'4.2 MI NW FROM LEESVILLE.
 BX1994'4.2 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1994'STATION AT LEESVILLE, VERNON PARISH, 0.2 MILE SOUTH OF MILEPOST 664,
 BX1994'155 FEET SOUTHWEST OF THE NORTH END OF A SWITCH AT HAWTHORNE, 35 FEET
 BX1994'WEST OF THE WEST RAIL, 12 FEET SOUTH OF A POLE, AND IN LINE WITH A ROW
 BX1994'OF POLES.  A STANDARD DISK, STAMPED F 100 1938 AND SET IN THE TOP OF A
 BX1994'CONCRETE POST.
 BX1994
 BX1994                          STATION RECOVERY (2001)
 BX1994
 BX1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1994'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2178 ***********************************************************************
 BX2178  DESIGNATION -  F 102
 BX2178  PID         -  BX2178
 BX2178  STATE/COUNTY-  LA/DE SOTO
 BX2178  USGS QUAD   -  TRENTON (1995)
 BX2178
 BX2178                         *CURRENT SURVEY CONTROL
 BX2178  ___________________________________________________________________
 BX2178* NAD 83(1986)-  31 57 24.     (N)    093 38 58.     (W)     SCALED    
 BX2178* NAVD 88     -        80.90   (+/-2cm)     265.4    (feet)  VERTCON   
 BX2178  ___________________________________________________________________
 BX2178  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX2178
 BX2178  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2178
 BX2178.The horizontal coordinates were scaled from a topographic map and have
 BX2178.an estimated accuracy of +/- 6 seconds.
 BX2178
 BX2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2178.The vertical order pertains to the NGVD 29 superseded value.
 BX2178
 BX2178.The geoid height was determined by GEOID03.
 BX2178
 BX2178;                    North         East    Units  Estimated Accuracy
 BX2178;SPC LA N     -   162,080.      891,350.      MT  (+/- 180 meters Scaled)
 BX2178
 BX2178                          SUPERSEDED SURVEY CONTROL
 BX2178
 BX2178  NGVD 29 (??/??/??)   80.955  (m)          265.60   (f) ADJUSTED    1 2
 BX2178
 BX2178.Superseded values are not recommended for survey control.
 BX2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2178.See file dsdata.txt to determine how the superseded data were derived.
 BX2178
 BX2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR386358(NAD 83)
 BX2178_MARKER: DB = BENCH MARK DISK
 BX2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2178_STAMPING: F-102-1938
 BX2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2178+STABILITY: SURFACE MOTION
 BX2178
 BX2178  HISTORY     - Date     Condition        Report By
 BX2178  HISTORY     - 1938     MONUMENTED       CGS
 BX2178  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 BX2178
 BX2178                          STATION DESCRIPTION
 BX2178
 BX2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2178'2.2 MI NW FROM OXFORD.
 BX2178'ABOUT 2.2 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2178'STATION AT OXFORD, DE SOTO PARISH, ABOUT 6-1/2 POLES NORTHWEST OF
 BX2178'MILEPOST 281, ABOUT 565 FEET NORTHWEST OF THE NORTHWEST END OF TRESTLE
 BX2178'281, ON A HIGH DUMP, AND 33 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX2178'MAIN TRACK.  A STANDARD DISK, STAMPED F 102 1938 AND SET IN THE TOP OF
 BX2178'A CONCRETE POST.
 BX2178
 BX2178                          STATION RECOVERY (1997)
 BX2178
 BX2178'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1233 ***********************************************************************
 CQ1233  DESIGNATION -  F 103
 CQ1233  PID         -  CQ1233
 CQ1233  STATE/COUNTY-  LA/BOSSIER
 CQ1233  USGS QUAD   -  DOYLINE (1981)
 CQ1233
 CQ1233                         *CURRENT SURVEY CONTROL
 CQ1233  ___________________________________________________________________
 CQ1233* NAD 83(1986)-  32 32 00.     (N)    093 29 31.     (W)     SCALED    
 CQ1233* NAVD 88     -        69.756  (meters)     228.86   (feet)  ADJUSTED  
 CQ1233  ___________________________________________________________________
 CQ1233  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1233  DYNAMIC HT  -          69.677 (meters)     228.60  (feet)  COMP
 CQ1233  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 CQ1233
 CQ1233  VERT ORDER  -  FIRST     CLASS I
 CQ1233
 CQ1233.The horizontal coordinates were scaled from a topographic map and have
 CQ1233.an estimated accuracy of +/- 6 seconds.
 CQ1233
 CQ1233.The orthometric height was determined by differential leveling
 CQ1233.and adjusted by the National Geodetic Survey in June 1991..
 CQ1233.WARNING-Repeat measurements at this control monument indicate possible
 CQ1233.vertical movement.
 CQ1233
 CQ1233.The geoid height was determined by GEOID03.
 CQ1233
 CQ1233.The dynamic height is computed by dividing the NAVD 88
 CQ1233.geopotential number by the normal gravity value computed on the
 CQ1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1233.degrees latitude (g = 980.6199 gals.).
 CQ1233
 CQ1233.The modeled gravity was interpolated from observed gravity values.
 CQ1233
 CQ1233;                    North         East    Units  Estimated Accuracy
 CQ1233;SPC LA N     -   225,880.      906,820.      MT  (+/- 180 meters Scaled)
 CQ1233
 CQ1233                          SUPERSEDED SURVEY CONTROL
 CQ1233
 CQ1233  NGVD 29 (??/??/??)   69.831  (m)          229.10   (f) ADJUSTED    1 1
 CQ1233
 CQ1233.Superseded values are not recommended for survey control.
 CQ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1233.See file dsdata.txt to determine how the superseded data were derived.
 CQ1233
 CQ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR538996(NAD 83)
 CQ1233_MARKER: DB = BENCH MARK DISK
 CQ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1233_STAMPING: F 103 1938
 CQ1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1233+STABILITY: SURFACE MOTION
 CQ1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1233+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 CQ1233
 CQ1233  HISTORY     - Date     Condition        Report By
 CQ1233  HISTORY     - 1938     MONUMENTED       CGS
 CQ1233  HISTORY     - 1969     GOOD             CGS
 CQ1233  HISTORY     - 20021107 GOOD             USPSQD
 CQ1233
 CQ1233                          STATION DESCRIPTION
 CQ1233
 CQ1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1233'0.75 MI E FROM HAUGHTON.
 CQ1233'ABOUT 0.75 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1233'POST OFFICE AT HAUGHTON, 97 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 CQ1233'MILEPOST 153, 74 FEET SOUTH OF THE SOUTH RAIL, 124 FEET SOUTHEAST OF
 CQ1233'THE CENTER OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 90
 CQ1233'FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 63 1/2 FEET SOUTHWEST OF
 CQ1233'A TELEPHONE POLE, 11 FEET NORTHWEST OF A 22-INCH OAK TREE, 1 1/2 FEET
 CQ1233'NORTHWEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 1.4 FEET
 CQ1233'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 CQ1233'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10
 CQ1233'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 22, T 18N, R 11W.
 CQ1233
 CQ1233                          STATION RECOVERY (2002)
 CQ1233
 CQ1233'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1646 ***********************************************************************
 CQ1646  DESIGNATION -  F 105
 CQ1646  PID         -  CQ1646
 CQ1646  STATE/COUNTY-  LA/DE SOTO
 CQ1646  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ1646
 CQ1646                         *CURRENT SURVEY CONTROL
 CQ1646  ___________________________________________________________________
 CQ1646* NAD 83(1986)-  32 03 26.     (N)    093 34 21.     (W)     SCALED    
 CQ1646* NAVD 88     -        58.91   (+/-2cm)     193.3    (feet)  VERTCON   
 CQ1646  ___________________________________________________________________
 CQ1646  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1646
 CQ1646  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1646
 CQ1646.The horizontal coordinates were scaled from a topographic map and have
 CQ1646.an estimated accuracy of +/- 6 seconds.
 CQ1646
 CQ1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1646.The vertical order pertains to the NGVD 29 superseded value.
 CQ1646
 CQ1646.The geoid height was determined by GEOID03.
 CQ1646
 CQ1646;                    North         East    Units  Estimated Accuracy
 CQ1646;SPC LA N     -   173,160.      898,730.      MT  (+/- 180 meters Scaled)
 CQ1646
 CQ1646                          SUPERSEDED SURVEY CONTROL
 CQ1646
 CQ1646  NGVD 29 (??/??/??)   58.964  (m)          193.45   (f) ADJUSTED    1 2
 CQ1646
 CQ1646.Superseded values are not recommended for survey control.
 CQ1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1646.See file dsdata.txt to determine how the superseded data were derived.
 CQ1646
 CQ1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR459469(NAD 83)
 CQ1646_MARKER: DB = BENCH MARK DISK
 CQ1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1646_STAMPING: F 105 1938
 CQ1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1646+STABILITY: SURFACE MOTION
 CQ1646
 CQ1646  HISTORY     - Date     Condition        Report By
 CQ1646  HISTORY     - 1938     MONUMENTED       CGS
 CQ1646  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1646  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1646
 CQ1646                          STATION DESCRIPTION
 CQ1646
 CQ1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1646'9.1 MI E FROM MANSFIELD.
 CQ1646'9.1 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN
 CQ1646'RAILWAY STATION AT MANSFIELD, DE SOTO PARISH, 1.2 MILES NORTHEAST OF
 CQ1646'NABORTON, ON THE TOP OF A SMALL GRADE, MIDWAY BETWEEN TWO CONCRETE
 CQ1646'CULVERTS, 35 FEET NORTH OF THE CENTERLINE OF AN OILWELL ROAD LEADING
 CQ1646'EAST THROUGH A STOCK GAP, AND 25 FEET EAST OF THE CENTERLINE OF THE
 CQ1646'HIGHWAY.  A STANDARD DISK, STAMPED F 105 1938 AND SET IN THE TOP OF A
 CQ1646'CONCRETE POST.
 CQ1646
 CQ1646                          STATION RECOVERY (1974)
 CQ1646
 CQ1646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1646'MARK NOT FOUND.
 CQ1646
 CQ1646                          STATION RECOVERY (1996)
 CQ1646
 CQ1646'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0682 ***********************************************************************
 BW0682  DESIGNATION -  F 106
 BW0682  PID         -  BW0682
 BW0682  STATE/COUNTY-  LA/TENSAS
 BW0682  USGS QUAD   -  ST JOSEPH (1986)
 BW0682
 BW0682                         *CURRENT SURVEY CONTROL
 BW0682  ___________________________________________________________________
 BW0682* NAD 83(1986)-  31 59 00.     (N)    091 10 35.     (W)     SCALED    
 BW0682* NAVD 88     -        22.74   (+/-2cm)      74.6    (feet)  VERTCON   
 BW0682  ___________________________________________________________________
 BW0682  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0682
 BW0682  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0682
 BW0682.The horizontal coordinates were scaled from a topographic map and have
 BW0682.an estimated accuracy of +/- 6 seconds.
 BW0682
 BW0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0682.The vertical order pertains to the NGVD 29 superseded value.
 BW0682
 BW0682.The geoid height was determined by GEOID03.
 BW0682
 BW0682;                    North         East    Units  Estimated Accuracy
 BW0682;SPC LA N     -   165,230.    1,125,080.      MT  (+/- 180 meters Scaled)
 BW0682
 BW0682                          SUPERSEDED SURVEY CONTROL
 BW0682
 BW0682  NGVD 29 (??/??/92)   22.754  (m)           74.65   (f) ADJ UNCH    1 2
 BW0682
 BW0682.Superseded values are not recommended for survey control.
 BW0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0682.See file dsdata.txt to determine how the superseded data were derived.
 BW0682
 BW0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR722400(NAD 83)
 BW0682_MARKER: DB = BENCH MARK DISK
 BW0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0682_STAMPING: F 106 1938
 BW0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0682+STABILITY: SURFACE MOTION
 BW0682
 BW0682  HISTORY     - Date     Condition        Report By
 BW0682  HISTORY     - 1938     MONUMENTED       CGS
 BW0682
 BW0682                          STATION DESCRIPTION
 BW0682
 BW0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0682'6 MI NE FROM ST JOSEPH.
 BW0682'6 MILES NORTHEAST OF ST. JOSEPH, TENSAS PARISH, 1-1/2 MILES BELOW THE
 BW0682'WINTER QUARTERS DRAINAGE CANAL, AT HARD SCRABBLE BEND IN A WOODS, 800
 BW0682'FEET FROM THE TOP OF THE BANK OF MISSISSIPPI RIVER, AT THE EXACT
 BW0682'INTERSECTION OF 1938 P. I. (VICKERYS) CONTROL WITH RANGE 412, BACK OF
 BW0682'A POINT 100 FEET ABOVE THE JOINING OF THE ASPHALT REVETMENT AND THE
 BW0682'FIRST SECTION OF THE CONCRETE REVETMENT, 4-1/2 FEET BELOW SEEPAGE WELL
 BW0682'3, 86.8 FEET NORTHEAST OF A BLAZED 24-INCH GUM TREE, 37.3 FEET SOUTH
 BW0682'OF A BLAZED 14-INCH HACKBERRY TREE, 24 FEET SOUTHEAST OF A BLAZED
 BW0682'15-INCH BOX ELDER TREE, AND 11.2 FEET NORTH OF A BLAZED 12-INCH ELM
 BW0682'TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 16
 BW0682'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1332 ***********************************************************************
 BW1332  DESIGNATION -  F 108
 BW1332  PID         -  BW1332
 BW1332  STATE/COUNTY-  LA/CONCORDIA
 BW1332  USGS QUAD   -  FAIRVIEW (1983)
 BW1332
 BW1332                         *CURRENT SURVEY CONTROL
 BW1332  ___________________________________________________________________
 BW1332* NAD 83(1986)-  31 16 58.     (N)    091 34 48.     (W)     SCALED    
 BW1332* NAVD 88     -        17.48   (+/-2cm)      57.3    (feet)  VERTCON   
 BW1332  ___________________________________________________________________
 BW1332  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1332
 BW1332  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1332
 BW1332.The horizontal coordinates were scaled from a topographic map and have
 BW1332.an estimated accuracy of +/- 6 seconds.
 BW1332
 BW1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1332.The vertical order pertains to the NGVD 29 superseded value.
 BW1332
 BW1332.The geoid height was determined by GEOID03.
 BW1332
 BW1332;                    North         East    Units  Estimated Accuracy
 BW1332;SPC LA N     -    87,160.    1,087,600.      MT  (+/- 180 meters Scaled)
 BW1332
 BW1332                          SUPERSEDED SURVEY CONTROL
 BW1332
 BW1332  NGVD 29 (??/??/92)   17.461  (m)           57.29   (f) ADJ UNCH    1 2
 BW1332
 BW1332.Superseded values are not recommended for survey control.
 BW1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1332.See file dsdata.txt to determine how the superseded data were derived.
 BW1332
 BW1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ351618(NAD 83)
 BW1332_MARKER: DB = BENCH MARK DISK
 BW1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1332_STAMPING: F 108 1938
 BW1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1332+STABILITY: SURFACE MOTION
 BW1332
 BW1332  HISTORY     - Date     Condition        Report By
 BW1332  HISTORY     - 1938     MONUMENTED       CGS
 BW1332  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1332
 BW1332                          STATION DESCRIPTION
 BW1332
 BW1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1332'4.25 MI E FROM SLOCUM.
 BW1332'4-1/4 MILES EAST ALONG STATE HIGHWAY 49 FROM SLOCUM, CONCORDIA PARISH,
 BW1332'100 FEET NORTHEAST OF AN OLD GIN AND A BRICK SMOKESTACK, 35 FEET
 BW1332'NORTHEAST OF AN OLD STUMP WITH SPROUTS, 35 FEET FROM THE CENTERLINE OF
 BW1332'THE HIGHWAY, 25 FEET NORTHWEST OF A FENCE CORNER AND GATE, AND 2 FEET
 BW1332'FROM THE FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 BW1332
 BW1332                          STATION RECOVERY (1966)
 BW1332
 BW1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0510 ***********************************************************************
 BJ0510  DESIGNATION -  F 110
 BJ0510  PID         -  BJ0510
 BJ0510  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0510  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0510
 BJ0510                         *CURRENT SURVEY CONTROL
 BJ0510  ___________________________________________________________________
 BJ0510* NAD 83(1986)-  30 31 49.     (N)    091 09 34.     (W)     SCALED    
 BJ0510* NAVD 88     -        18.400  (meters)      60.37   (feet)  ADJUSTED  
 BJ0510  ___________________________________________________________________
 BJ0510  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0510  DYNAMIC HT  -          18.376 (meters)      60.29  (feet)  COMP
 BJ0510  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ0510
 BJ0510  VERT ORDER  -  FIRST     CLASS II
 BJ0510
 BJ0510.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ0510
 BJ0510.The horizontal coordinates were scaled from a topographic map and have
 BJ0510.an estimated accuracy of +/- 6 seconds.
 BJ0510
 BJ0510.The orthometric height was determined by differential leveling
 BJ0510.and adjusted by the National Geodetic Survey in February 1994..
 BJ0510
 BJ0510.The geoid height was determined by GEOID03.
 BJ0510
 BJ0510.The dynamic height is computed by dividing the NAVD 88
 BJ0510.geopotential number by the normal gravity value computed on the
 BJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0510.degrees latitude (g = 980.6199 gals.).
 BJ0510
 BJ0510.The modeled gravity was interpolated from observed gravity values.
 BJ0510
 BJ0510;                    North         East    Units  Estimated Accuracy
 BJ0510;SPC LA S     -   225,060.    1,016,690.      MT  (+/- 180 meters Scaled)
 BJ0510
 BJ0510                          SUPERSEDED SURVEY CONTROL
 BJ0510
 BJ0510  NGVD 29 (??/??/??)   18.388  (m)           60.33   (f) ADJUSTED    1 2
 BJ0510
 BJ0510.Superseded values are not recommended for survey control.
 BJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0510.See file dsdata.txt to determine how the superseded data were derived.
 BJ0510
 BJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP765789(NAD 83)
 BJ0510_MARKER: DB = BENCH MARK DISK
 BJ0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0510_SP_SET: FOUNDATION
 BJ0510_STAMPING: F 110 1945 61.562
 BJ0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0510
 BJ0510  HISTORY     - Date     Condition        Report By
 BJ0510  HISTORY     - 1945     MONUMENTED       CGS
 BJ0510  HISTORY     - 1965     GOOD             CGS
 BJ0510  HISTORY     - 1976     GOOD             NGS
 BJ0510  HISTORY     - 1977     GOOD             NGS
 BJ0510  HISTORY     - 1983     GOOD             USGS
 BJ0510
 BJ0510                          STATION DESCRIPTION
 BJ0510
 BJ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0510'3.05 MI SE FROM SCOTLANDVILLE.
 BJ0510'ABOUT 1.0 MILE SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0510'FROM THE SENIOR HIGH SCHOOL AT SCOTLANDVILLE, THENCE 1.3 MILES EAST
 BJ0510'ALONG STATE ROAD 408, THENCE 0.6 MILE NORTH ALONG AIRPORT AVENUE,
 BJ0510'THENCE 0.15 MILE EAST ALONG 8TH STREET, IN S 77, T 6 S, R 1 W, ABOUT
 BJ0510'0.15 MILE WEST OF A HANGAR, ABOUT 100 YARDS NORTHEAST OF A WATER
 BJ0510'TOWER, 75 FEET SOUTH OF THE CENTER LINE OF THE STREET, 84 FEET EAST OF
 BJ0510'THE CENTER LINE OF B STREET, 106 FEET NORTHWEST OF THE CENTER OF THE
 BJ0510'ENTRANCE TO THE BATON ROUGE AIR FORCE RESERVE 9426 RECONNAISSANCE
 BJ0510'SQUADRON BUILDING AT RYAN AIRPORT, SET IN THE TOP AND NEAR THE CENTER
 BJ0510'OF THE CONCRETE FOUNDATION OF A FLAGPOLE, AND 1 FOOT NORTHWEST OF THE
 BJ0510'FLAGPOLE.
 BJ0510
 BJ0510                          STATION RECOVERY (1976)
 BJ0510
 BJ0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0510'AT RYAN AIRPORT, AT THE SOUTHEAST CORNER OF THE JUNCTION OF AVENUE
 BJ0510'B RYAN AND 8TH STREET RYAN, 79.5 FT EAST OF THE CENTER LINE OF
 BJ0510'AVENUE B , 74.5 FT SOUTH OF THE CENTER LINE OF 8TH STREET, 1.0 FT
 BJ0510'NORTHWEST OF A STEEL FLAGPOLE, SET IN TOP APPROXIMATE CENTER OF A
 BJ0510'CONCRETE FOUNDATION OF FLAGPOLE BASE.
 BJ0510
 BJ0510                          STATION RECOVERY (1977)
 BJ0510
 BJ0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0510'RECOVERED IN GOOD CONDITION.
 BJ0510
 BJ0510                          STATION RECOVERY (1983)
 BJ0510
 BJ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BJ0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2100 ***********************************************************************
 CQ2100  DESIGNATION -  F 111
 CQ2100  PID         -  CQ2100
 CQ2100  STATE/COUNTY-  LA/CADDO
 CQ2100  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2100
 CQ2100                         *CURRENT SURVEY CONTROL
 CQ2100  ___________________________________________________________________
 CQ2100* NAD 83(1986)-  32 32 29.     (N)    093 44 57.     (W)     SCALED    
 CQ2100* NAVD 88     -        53.784  (meters)     176.46   (feet)  ADJUSTED  
 CQ2100  ___________________________________________________________________
 CQ2100  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2100  DYNAMIC HT  -          53.724 (meters)     176.26  (feet)  COMP
 CQ2100  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 CQ2100
 CQ2100  VERT ORDER  -  FIRST     CLASS II
 CQ2100
 CQ2100.This mark is at Shreveport Downtown Airport (DTN)
 CQ2100
 CQ2100.The horizontal coordinates were scaled from a topographic map and have
 CQ2100.an estimated accuracy of +/- 6 seconds.
 CQ2100
 CQ2100.The orthometric height was determined by differential leveling
 CQ2100.and adjusted by the National Geodetic Survey in June 1991..
 CQ2100
 CQ2100.The geoid height was determined by GEOID03.
 CQ2100
 CQ2100.The dynamic height is computed by dividing the NAVD 88
 CQ2100.geopotential number by the normal gravity value computed on the
 CQ2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2100.degrees latitude (g = 980.6199 gals.).
 CQ2100
 CQ2100.The modeled gravity was interpolated from observed gravity values.
 CQ2100
 CQ2100;                    North         East    Units  Estimated Accuracy
 CQ2100;SPC LA N     -   227,020.      882,670.      MT  (+/- 180 meters Scaled)
 CQ2100
 CQ2100                          SUPERSEDED SURVEY CONTROL
 CQ2100
 CQ2100  NGVD 29 (??/??/??)   53.862  (m)          176.71   (f) ADJUSTED    1 2
 CQ2100
 CQ2100.Superseded values are not recommended for survey control.
 CQ2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2100.See file dsdata.txt to determine how the superseded data were derived.
 CQ2100
 CQ2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS296006(NAD 83)
 CQ2100_MARKER: DB = BENCH MARK DISK
 CQ2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2100_STAMPING: F 111 1945
 CQ2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2100+STABILITY: SURFACE MOTION
 CQ2100
 CQ2100  HISTORY     - Date     Condition        Report By
 CQ2100  HISTORY     - 1945     MONUMENTED       CGS
 CQ2100  HISTORY     - 1955     MARK NOT FOUND   USGS
 CQ2100  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ2100  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ2100  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ2100
 CQ2100                          STATION DESCRIPTION
 CQ2100
 CQ2100'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CQ2100'2.2 MI N FROM SHREVEPORT.
 CQ2100'AT SHREVEPORT AIRPORT, AT THE HANGAR, 1 FOOT SOUTH OF THE SOUTHEAST
 CQ2100'CORNER, AND 3 FEET NORTH OF A CONCRETE WALK, AND SET IN THE TOP OF A
 CQ2100'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- SHREVEPORT AIRPORT IS NOW
 CQ2100'KNOWN AS MUNICIPAL (DOWNTOWN) AIRPORT.
 CQ2100
 CQ2100                          STATION RECOVERY (1977)
 CQ2100
 CQ2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2100'NOT RECOVERED AND WAS NOT RECOVERED IN 1955.
 CQ2100
 CQ2100                          STATION RECOVERY (1995)
 CQ2100
 CQ2100'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2100'MARK NOT FOUND.
 CQ2100
 CQ2100                          STATION RECOVERY (2000)
 CQ2100
 CQ2100'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0787 ***********************************************************************
 CQ0787  DESIGNATION -  F 115
 CQ0787  PID         -  CQ0787
 CQ0787  STATE/COUNTY-  LA/CALDWELL
 CQ0787  USGS QUAD   -  LUNA (1982)
 CQ0787
 CQ0787                         *CURRENT SURVEY CONTROL
 CQ0787  ___________________________________________________________________
 CQ0787* NAD 83(1986)-  32 15 47.     (N)    092 11 34.     (W)     SCALED    
 CQ0787* NAVD 88     -        65.22   (+/-2cm)     214.0    (feet)  VERTCON   
 CQ0787  ___________________________________________________________________
 CQ0787  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0787
 CQ0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0787
 CQ0787.The horizontal coordinates were scaled from a topographic map and have
 CQ0787.an estimated accuracy of +/- 6 seconds.
 CQ0787
 CQ0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0787.The vertical order pertains to the NGVD 29 superseded value.
 CQ0787
 CQ0787.The geoid height was determined by GEOID03.
 CQ0787
 CQ0787;                    North         East    Units  Estimated Accuracy
 CQ0787;SPC LA N     -   195,520.    1,028,950.      MT  (+/- 180 meters Scaled)
 CQ0787
 CQ0787                          SUPERSEDED SURVEY CONTROL
 CQ0787
 CQ0787  NGVD 29 (??/??/??)   65.254  (m)          214.09   (f) ADJUSTED    2 0
 CQ0787
 CQ0787.Superseded values are not recommended for survey control.
 CQ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0787.See file dsdata.txt to determine how the superseded data were derived.
 CQ0787
 CQ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR760698(NAD 83)
 CQ0787_MARKER: DB = BENCH MARK DISK
 CQ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0787_STAMPING: F 115 1949
 CQ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0787+STABILITY: SURFACE MOTION
 CQ0787
 CQ0787  HISTORY     - Date     Condition        Report By
 CQ0787  HISTORY     - 1949     MONUMENTED       CGS
 CQ0787  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0787
 CQ0787                          STATION DESCRIPTION
 CQ0787
 CQ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0787'5.6 MI NE FROM VIXEN.
 CQ0787'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0787'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.7
 CQ0787'MILES EAST ALONG A PARISH ROAD, THENCE 1.0 MILE NORTH ALONG A PARISH
 CQ0787'ROAD, THENCE 0.8 MILE EAST ALONG A WOODS ROAD.  IN THE POINT OF A
 CQ0787'Y-JUNCTION, 37 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 37
 CQ0787'FEET NORTHEAST OF A 20-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 CQ0787'NORTHEAST SIDE OF THE TREE, 21 FEET NORTHEAST OF THE CENTER LINE OF A
 CQ0787'ROAD LEADING SOUTHEAST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 CQ0787'OF 4 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND, 1.8 FEET WEST OF A
 CQ0787'REFERENCE POST.
 CQ0787
 CQ0787                          STATION RECOVERY (1977)
 CQ0787
 CQ0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0593 ***********************************************************************
 CQ0593  DESIGNATION -  F 116
 CQ0593  PID         -  CQ0593
 CQ0593  STATE/COUNTY-  LA/OUACHITA
 CQ0593  USGS QUAD   -  LUNA (1982)
 CQ0593
 CQ0593                         *CURRENT SURVEY CONTROL
 CQ0593  ___________________________________________________________________
 CQ0593* NAD 83(1986)-  32 17 02.     (N)    092 12 28.     (W)     SCALED    
 CQ0593* NAVD 88     -        48.20   (+/-2cm)     158.1    (feet)  VERTCON   
 CQ0593  ___________________________________________________________________
 CQ0593  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0593
 CQ0593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0593
 CQ0593.The horizontal coordinates were scaled from a topographic map and have
 CQ0593.an estimated accuracy of +/- 6 seconds.
 CQ0593
 CQ0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0593.The vertical order pertains to the NGVD 29 superseded value.
 CQ0593
 CQ0593.The geoid height was determined by GEOID03.
 CQ0593
 CQ0593;                    North         East    Units  Estimated Accuracy
 CQ0593;SPC LA N     -   197,830.    1,027,530.      MT  (+/- 180 meters Scaled)
 CQ0593
 CQ0593                          SUPERSEDED SURVEY CONTROL
 CQ0593
 CQ0593  NGVD 29 (??/??/??)   48.229  (m)          158.23   (f) ADJUSTED    2 0
 CQ0593
 CQ0593.Superseded values are not recommended for survey control.
 CQ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0593.See file dsdata.txt to determine how the superseded data were derived.
 CQ0593
 CQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR745721(NAD 83)
 CQ0593_MARKER: DB = BENCH MARK DISK
 CQ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0593_STAMPING: F 116 1949
 CQ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0593+STABILITY: SURFACE MOTION
 CQ0593
 CQ0593  HISTORY     - Date     Condition        Report By
 CQ0593  HISTORY     - 1949     MONUMENTED       CGS
 CQ0593
 CQ0593                          STATION DESCRIPTION
 CQ0593
 CQ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0593'3.0 MI S FROM LUNA.
 CQ0593'3.0 MILES SOUTH ALONG STATE HIGHWAY 1496 FROM THE JUNCTION OF STATE
 CQ0593'HIGHWAYS 1496 AND 200 AT LUNA, AT A T ROAD JUNCTION, 110 FEET
 CQ0593'NORTHWEST OF A GREEN ROOFED FARMHOUSE, 60 FEET EAST OF THE CENTER LINE
 CQ0593'OF THE NORTH AND SOUTH ROAD, 23 FEET SOUTH OF THE CENTER LINE OF A
 CQ0593'SIDE ROAD LEADING EAST, 23 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH
 CQ0593'OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 CQ0593'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0831 ***********************************************************************
 CQ0831  DESIGNATION -  F 117
 CQ0831  PID         -  CQ0831
 CQ0831  STATE/COUNTY-  LA/CALDWELL
 CQ0831  USGS QUAD   -  RIVERTON (1989)
 CQ0831
 CQ0831                         *CURRENT SURVEY CONTROL
 CQ0831  ___________________________________________________________________
 CQ0831* NAD 83(1986)-  32 10 15.     (N)    092 06 42.     (W)     SCALED    
 CQ0831* NAVD 88     -        17.91   (+/-2cm)      58.8    (feet)  VERTCON   
 CQ0831  ___________________________________________________________________
 CQ0831  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ0831
 CQ0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0831
 CQ0831.The horizontal coordinates were scaled from a topographic map and have
 CQ0831.an estimated accuracy of +/- 6 seconds.
 CQ0831
 CQ0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0831.The vertical order pertains to the NGVD 29 superseded value.
 CQ0831
 CQ0831.The geoid height was determined by GEOID03.
 CQ0831
 CQ0831;                    North         East    Units  Estimated Accuracy
 CQ0831;SPC LA N     -   185,320.    1,036,620.      MT  (+/- 180 meters Scaled)
 CQ0831
 CQ0831                          SUPERSEDED SURVEY CONTROL
 CQ0831
 CQ0831  NGVD 29 (??/??/??)   17.937  (m)           58.85   (f) ADJUSTED    2 0
 CQ0831
 CQ0831.Superseded values are not recommended for survey control.
 CQ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0831.See file dsdata.txt to determine how the superseded data were derived.
 CQ0831
 CQ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR837597(NAD 83)
 CQ0831_MARKER: DB = BENCH MARK DISK
 CQ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0831_STAMPING: F 117 1949
 CQ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0831+STABILITY: SURFACE MOTION
 CQ0831
 CQ0831  HISTORY     - Date     Condition        Report By
 CQ0831  HISTORY     - 1949     MONUMENTED       CGS
 CQ0831  HISTORY     - 1966     MARK NOT FOUND   CGS
 CQ0831
 CQ0831                          STATION DESCRIPTION
 CQ0831
 CQ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0831'7.7 MI NE FROM MOUNT PLEASANT.
 CQ0831'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0831'CHURCH AT MOUNT PLEASANT, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY
 CQ0831'1636, THENCE 1.1 MILES NORTHEAST ALONG A COUNTRY ROAD, THENCE 2.6
 CQ0831'MILES SOUTHEAST ALONG A COUNTRY ROAD.  0.25 MILE SOUTH OF A FARMHOUSE
 CQ0831'WHICH IS ON THE BANK OF THE OUACHITA RIVER, 0.1 MILE SOUTHEAST OF A
 CQ0831'GATE, IN A TRIANGLE FORMED BY A ROAD JUNCTION, 31 FEET SOUTHWEST OF
 CQ0831'THE CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD, 18 FEET EAST OF
 CQ0831'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 18 FEET NORTH OF THE
 CQ0831'CENTER LINE OF THE EAST AND WEST ROAD, 1.4 FEET WEST OF A WITNESS
 CQ0831'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 CQ0831'THE GROUND.
 CQ0831
 CQ0831                          STATION RECOVERY (1966)
 CQ0831
 CQ0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CQ0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0657 ***********************************************************************
 CQ0657  DESIGNATION -  F 118
 CQ0657  PID         -  CQ0657
 CQ0657  STATE/COUNTY-  LA/OUACHITA
 CQ0657  USGS QUAD   -  CADEVILLE (1982)
 CQ0657
 CQ0657                         *CURRENT SURVEY CONTROL
 CQ0657  ___________________________________________________________________
 CQ0657* NAD 83(1986)-  32 27 26.     (N)    092 20 51.     (W)     SCALED    
 CQ0657* NAVD 88     -        42.32   (+/-2cm)     138.8    (feet)  VERTCON   
 CQ0657  ___________________________________________________________________
 CQ0657  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0657
 CQ0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0657
 CQ0657.The horizontal coordinates were scaled from a topographic map and have
 CQ0657.an estimated accuracy of +/- 6 seconds.
 CQ0657
 CQ0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0657.The vertical order pertains to the NGVD 29 superseded value.
 CQ0657
 CQ0657.The geoid height was determined by GEOID03.
 CQ0657
 CQ0657;                    North         East    Units  Estimated Accuracy
 CQ0657;SPC LA N     -   217,020.    1,014,340.      MT  (+/- 180 meters Scaled)
 CQ0657
 CQ0657                          SUPERSEDED SURVEY CONTROL
 CQ0657
 CQ0657  NGVD 29 (??/??/??)   42.366  (m)          139.00   (f) ADJUSTED    2 0
 CQ0657
 CQ0657.Superseded values are not recommended for survey control.
 CQ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0657.See file dsdata.txt to determine how the superseded data were derived.
 CQ0657
 CQ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR613913(NAD 83)
 CQ0657_MARKER: DB = BENCH MARK DISK
 CQ0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0657_STAMPING: F 118 1949
 CQ0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0657+STABILITY: SURFACE MOTION
 CQ0657
 CQ0657  HISTORY     - Date     Condition        Report By
 CQ0657  HISTORY     - 1949     MONUMENTED       CGS
 CQ0657  HISTORY     - 1950     GOOD             CGS
 CQ0657  HISTORY     - 1974     GOOD             NGS
 CQ0657  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0657  HISTORY     - 19910423 GOOD             USPSQD
 CQ0657
 CQ0657                          STATION DESCRIPTION
 CQ0657
 CQ0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0657'2.0 MI N FROM CADEVILLE.
 CQ0657'2.0 MILES NORTH ALONG STATE HIGHWAY NO. 201 FROM THE JOHN H. HENRY
 CQ0657'STORE AT CADEVILLE, AT A T-JUNCTION OF ROADS, 68 FEET EAST OF THE
 CQ0657'NORTHEAST CORNER OF A FENCE AROUND A FARMHOUSE, 30 FEET WEST OF THE
 CQ0657'CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE CENTER LINE OF A
 CQ0657'PRIVATE DRIVE, 3 FEET SOUTHEAST OF A POWER LINE POLE, 1.2 FEET NORTH
 CQ0657'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 CQ0657'FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ0657
 CQ0657                          STATION RECOVERY (1974)
 CQ0657
 CQ0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CQ0657'RECOVERED IN GOOD CONDITION.
 CQ0657
 CQ0657                          STATION RECOVERY (1990)
 CQ0657
 CQ0657'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0657'MARK NOT FOUND.
 CQ0657
 CQ0657                          STATION RECOVERY (1991)
 CQ0657
 CQ0657'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0658 ***********************************************************************
 CQ0658  DESIGNATION -  F 118 RESET 1957
 CQ0658  PID         -  CQ0658
 CQ0658  STATE/COUNTY-  LA/OUACHITA
 CQ0658  USGS QUAD   -  CADEVILLE (1982)
 CQ0658
 CQ0658                         *CURRENT SURVEY CONTROL
 CQ0658  ___________________________________________________________________
 CQ0658* NAD 83(1986)-  32 27 26.     (N)    092 20 51.     (W)     SCALED    
 CQ0658* NAVD 88     -        42.54   (+/-2cm)     139.6    (feet)  VERTCON   
 CQ0658  ___________________________________________________________________
 CQ0658  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0658
 CQ0658  VERT ORDER  -  THIRD (See Below)
 CQ0658
 CQ0658.The horizontal coordinates were scaled from a topographic map and have
 CQ0658.an estimated accuracy of +/- 6 seconds.
 CQ0658
 CQ0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0658.The vertical order pertains to the NGVD 29 superseded value.
 CQ0658
 CQ0658.The geoid height was determined by GEOID03.
 CQ0658
 CQ0658;                    North         East    Units  Estimated Accuracy
 CQ0658;SPC LA N     -   217,020.    1,014,340.      MT  (+/- 180 meters Scaled)
 CQ0658
 CQ0658                          SUPERSEDED SURVEY CONTROL
 CQ0658
 CQ0658  NGVD 29 (??/??/??)   42.59   (m)          139.7    (f) RESET       3  
 CQ0658
 CQ0658.Superseded values are not recommended for survey control.
 CQ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0658.See file dsdata.txt to determine how the superseded data were derived.
 CQ0658
 CQ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR613913(NAD 83)
 CQ0658_MARKER: DB = BENCH MARK DISK
 CQ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0658_STAMPING: F 118 RESET 1957
 CQ0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0658+STABILITY: SURFACE MOTION
 CQ0658
 CQ0658  HISTORY     - Date     Condition        Report By
 CQ0658  HISTORY     - 1957     MONUMENTED       CGS
 CQ0658  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0658  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0658
 CQ0658                          STATION DESCRIPTION
 CQ0658
 CQ0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ0658'2 MI N FROM CADEVILLE.
 CQ0658'2 MILES NORTH ALONG STATE HIGHWAY 151 FROM THE HENRYS GROCERY STORE AT
 CQ0658'THE CROSSROADS AT CADEVILLE, IN THE SOUTHWEST ANGLE OF THE JUNCTION
 CQ0658'WITH A PRIVATE DRIVEWAY LEADING TO A WHITE HOUSE ON THE TOP OF A HILL,
 CQ0658'39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 CQ0658'CENTER OF THE DRIVEWAY, 4 FEET SOUTH OF A POWER POLE WITH A
 CQ0658'TRANSFORMER, 23 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH SIDE OF
 CQ0658'THE HOUSE ON THE TOP OF THE HILL AND IN THE NORTHEAST CORNER OF THE
 CQ0658'FRONT YARD.  THE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CQ0658'POST PROJECTING 2 INCHES.
 CQ0658
 CQ0658                          STATION RECOVERY (1977)
 CQ0658
 CQ0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0658'MARK NOT FOUND.
 CQ0658
 CQ0658                          STATION RECOVERY (1990)
 CQ0658
 CQ0658'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0703 ***********************************************************************
 CQ0703  DESIGNATION -  F 119
 CQ0703  PID         -  CQ0703
 CQ0703  STATE/COUNTY-  LA/JACKSON
 CQ0703  USGS QUAD   -  CHATHAM SE (1982)
 CQ0703
 CQ0703                         *CURRENT SURVEY CONTROL
 CQ0703  ___________________________________________________________________
 CQ0703* NAD 83(1986)-  32 17 08.     (N)    092 20 22.     (W)     SCALED    
 CQ0703* NAVD 88     -        58.43   (+/-2cm)     191.7    (feet)  VERTCON   
 CQ0703  ___________________________________________________________________
 CQ0703  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0703
 CQ0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0703
 CQ0703.The horizontal coordinates were scaled from a topographic map and have
 CQ0703.an estimated accuracy of +/- 6 seconds.
 CQ0703
 CQ0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0703.The vertical order pertains to the NGVD 29 superseded value.
 CQ0703
 CQ0703.The geoid height was determined by GEOID03.
 CQ0703
 CQ0703;                    North         East    Units  Estimated Accuracy
 CQ0703;SPC LA N     -   197,990.    1,015,120.      MT  (+/- 180 meters Scaled)
 CQ0703
 CQ0703                          SUPERSEDED SURVEY CONTROL
 CQ0703
 CQ0703  NGVD 29 (??/??/??)   58.464  (m)          191.81   (f) ADJUSTED    2 0
 CQ0703
 CQ0703.Superseded values are not recommended for survey control.
 CQ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0703.See file dsdata.txt to determine how the superseded data were derived.
 CQ0703
 CQ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR621722(NAD 83)
 CQ0703_MARKER: DB = BENCH MARK DISK
 CQ0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0703_STAMPING: F 119 1949
 CQ0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0703+STABILITY: SURFACE MOTION
 CQ0703
 CQ0703  HISTORY     - Date     Condition        Report By
 CQ0703  HISTORY     - 1949     MONUMENTED       CGS
 CQ0703  HISTORY     - 1950     GOOD             CGS
 CQ0703
 CQ0703                          STATION DESCRIPTION
 CQ0703
 CQ0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0703'6.25 MI NW FROM VIXEN.
 CQ0703'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CQ0703'HIGHWAYS 17 AND 200 AT VIXEN, THENCE 3.75 MILES NORTHWEST ALONG A
 CQ0703'WINDING DIRT ROAD.  ON THE INSIDE OF A CURVE, 250 FEET NORTHWEST OF A
 CQ0703'Y ROAD JUNCTION, 75 FEET SOUTHWEST OF A FARMHOUSE, 35 FEET NORTHEAST
 CQ0703'OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHWEST OF THE CENTER OF A
 CQ0703'GATE, 1 FOOT SOUTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A WITNESS
 CQ0703'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 CQ0703'THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1472 ***********************************************************************
 BX1472  DESIGNATION -  F 121
 BX1472  PID         -  BX1472
 BX1472  STATE/COUNTY-  LA/WINN
 BX1472  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1472
 BX1472                         *CURRENT SURVEY CONTROL
 BX1472  ___________________________________________________________________
 BX1472* NAD 83(1986)-  31 50 34.     (N)    092 46 15.     (W)     SCALED    
 BX1472* NAVD 88     -        73.80   (+/-2cm)     242.1    (feet)  VERTCON   
 BX1472  ___________________________________________________________________
 BX1472  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX1472
 BX1472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1472
 BX1472.The horizontal coordinates were scaled from a topographic map and have
 BX1472.an estimated accuracy of +/- 6 seconds.
 BX1472
 BX1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1472.The vertical order pertains to the NGVD 29 superseded value.
 BX1472
 BX1472.The geoid height was determined by GEOID03.
 BX1472
 BX1472;                    North         East    Units  Estimated Accuracy
 BX1472;SPC LA N     -   148,910.      974,370.      MT  (+/- 180 meters Scaled)
 BX1472
 BX1472                          SUPERSEDED SURVEY CONTROL
 BX1472
 BX1472  NGVD 29 (??/??/??)   73.821  (m)          242.19   (f) ADJUSTED    2 0
 BX1472
 BX1472.Superseded values are not recommended for survey control.
 BX1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1472.See file dsdata.txt to determine how the superseded data were derived.
 BX1472
 BX1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR216230(NAD 83)
 BX1472_MARKER: DB = BENCH MARK DISK
 BX1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1472_STAMPING: F 121 1949
 BX1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1472+STABILITY: SURFACE MOTION
 BX1472
 BX1472  HISTORY     - Date     Condition        Report By
 BX1472  HISTORY     - 1949     MONUMENTED       CGS
 BX1472  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1472  HISTORY     - 20010922 GOOD             USPSQD
 BX1472
 BX1472                          STATION DESCRIPTION
 BX1472
 BX1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1472'3.0 MI NW FROM ATLANTA.
 BX1472'0.25 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT ATLANTA,
 BX1472'THENCE 2.75 MILES NORTHWEST ALONG A DIRT ROAD, 35 FEET SOUTHEAST OF
 BX1472'THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 23 FEET NORTHEAST
 BX1472'OF THE CENTER LINE OF A T ROAD LEADING SOUTHEAST, 17.0 FEET SOUTH OF A
 BX1472'24 INCH TRIANGULAR BLAZED OAK TREE, 2.0 FEET NORTHWEST OF A WITNESS
 BX1472'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BX1472'THE GROUND.
 BX1472
 BX1472                          STATION RECOVERY (1998)
 BX1472
 BX1472'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1472'MARK NOT FOUND.
 BX1472
 BX1472                          STATION RECOVERY (2001)
 BX1472
 BX1472'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0566 ***********************************************************************
 CQ0566  DESIGNATION -  F 123 RESET 1959
 CQ0566  PID         -  CQ0566
 CQ0566  STATE/COUNTY-  LA/CALDWELL
 CQ0566  USGS QUAD   -  COLUMBIA (1989)
 CQ0566
 CQ0566                         *CURRENT SURVEY CONTROL
 CQ0566  ___________________________________________________________________
 CQ0566* NAD 83(1986)-  32 03 46.     (N)    092 04 26.     (W)     SCALED    
 CQ0566* NAVD 88     -        69.31   (+/-2cm)     227.4    (feet)  VERTCON   
 CQ0566  ___________________________________________________________________
 CQ0566  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0566
 CQ0566  VERT ORDER  -  THIRD (See Below)
 CQ0566
 CQ0566.The horizontal coordinates were scaled from a topographic map and have
 CQ0566.an estimated accuracy of +/- 6 seconds.
 CQ0566
 CQ0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0566.The vertical order pertains to the NGVD 29 superseded value.
 CQ0566
 CQ0566.The geoid height was determined by GEOID03.
 CQ0566
 CQ0566;                    North         East    Units  Estimated Accuracy
 CQ0566;SPC LA N     -   173,350.    1,040,230.      MT  (+/- 180 meters Scaled)
 CQ0566
 CQ0566                          SUPERSEDED SURVEY CONTROL
 CQ0566
 CQ0566  NGVD 29 (??/??/??)   69.33   (m)          227.5    (f) RESET       3  
 CQ0566
 CQ0566.Superseded values are not recommended for survey control.
 CQ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0566.See file dsdata.txt to determine how the superseded data were derived.
 CQ0566
 CQ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR874477(NAD 83)
 CQ0566_MARKER: DB = BENCH MARK DISK
 CQ0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0566_STAMPING: F 123 RESET 1959
 CQ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0566+STABILITY: SURFACE MOTION
 CQ0566
 CQ0566  HISTORY     - Date     Condition        Report By
 CQ0566  HISTORY     - 1959     MONUMENTED       CGS
 CQ0566
 CQ0566                          STATION DESCRIPTION
 CQ0566
 CQ0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CQ0566'1.45 MI SE FROM COLUMBIA.
 CQ0566'THE MARK IS LOCATED 1.45 MILES SOUTHEAST ALONG U. S. HIGHWAY 165 FROM
 CQ0566'THE METHODIST CHURCH, THENCE SOUTHEAST ALONG STATE HIGHWAY 849 FOR 2.3
 CQ0566'MILES TO THE MARK ON THE RIGHT ON THE SOUTH SLOPE OF A GRADE.  IT IS
 CQ0566'ABOUT 50 YARDS SOUTHEAST OF A FARM HOUSE WITH GREEN ASBESTUS SIDING,
 CQ0566'42 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A
 CQ0566'METAL WITNESS POST BEARING A WHITE SIGN, AND SET IN THE TOP OF A 12
 CQ0566'INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0480 ***********************************************************************
 BX0480  DESIGNATION -  F 124
 BX0480  PID         -  BX0480
 BX0480  STATE/COUNTY-  LA/LA SALLE
 BX0480  USGS QUAD   -  OLLA EAST (1984)
 BX0480
 BX0480                         *CURRENT SURVEY CONTROL
 BX0480  ___________________________________________________________________
 BX0480* NAD 83(1986)-  31 52 43.     (N)    092 11 37.     (W)     SCALED    
 BX0480* NAVD 88     -        46.45   (+/-2cm)     152.4    (feet)  VERTCON   
 BX0480  ___________________________________________________________________
 BX0480  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0480
 BX0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0480
 BX0480.The horizontal coordinates were scaled from a topographic map and have
 BX0480.an estimated accuracy of +/- 6 seconds.
 BX0480
 BX0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0480.The vertical order pertains to the NGVD 29 superseded value.
 BX0480
 BX0480.The geoid height was determined by GEOID03.
 BX0480
 BX0480;                    North         East    Units  Estimated Accuracy
 BX0480;SPC LA N     -   152,890.    1,028,990.      MT  (+/- 180 meters Scaled)
 BX0480
 BX0480                          SUPERSEDED SURVEY CONTROL
 BX0480
 BX0480  NGVD 29 (??/??/??)   46.462  (m)          152.43   (f) ADJUSTED    2 0
 BX0480
 BX0480.Superseded values are not recommended for survey control.
 BX0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0480.See file dsdata.txt to determine how the superseded data were derived.
 BX0480
 BX0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR762272(NAD 83)
 BX0480_MARKER: DB = BENCH MARK DISK
 BX0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0480_STAMPING: F 124 1949
 BX0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0480+STABILITY: SURFACE MOTION
 BX0480
 BX0480  HISTORY     - Date     Condition        Report By
 BX0480  HISTORY     - 1949     MONUMENTED       CGS
 BX0480  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0480
 BX0480                          STATION DESCRIPTION
 BX0480
 BX0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX0480'4.3 MI SE FROM OLLA.
 BX0480'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0480'OLLA, THENCE 2.0 MILES EAST ALONG GRAVELED ROAD. AT A JUNCTION WITH A
 BX0480'TRACK ROAD LEADING NORTH TO A FARMHOUSE, 21 FEET EAST OF THE CENTER
 BX0480'LINE OF THE GRAVELED ROAD, 125 FEET SOUTH OF THE CENTER OF THE ROAD
 BX0480'JUNCTION, 6 FEET NORTH OF A POWER POLE, 17 FEET WEST OF A 12 INCH
 BX0480'BLAZED OAK TREE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BX0480'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 BX0480
 BX0480                          STATION RECOVERY (1981)
 BX0480
 BX0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0528 ***********************************************************************
 BX0528  DESIGNATION -  F 125
 BX0528  PID         -  BX0528
 BX0528  STATE/COUNTY-  LA/LA SALLE
 BX0528  USGS QUAD   -  JENA WEST (1985)
 BX0528
 BX0528                         *CURRENT SURVEY CONTROL
 BX0528  ___________________________________________________________________
 BX0528* NAD 83(1986)-  31 43 38.     (N)    092 09 02.     (W)     SCALED    
 BX0528* NAVD 88     -        59.92   (+/-2cm)     196.6    (feet)  VERTCON   
 BX0528  ___________________________________________________________________
 BX0528  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0528
 BX0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0528
 BX0528.The horizontal coordinates were scaled from a topographic map and have
 BX0528.an estimated accuracy of +/- 6 seconds.
 BX0528
 BX0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0528.The vertical order pertains to the NGVD 29 superseded value.
 BX0528
 BX0528.The geoid height was determined by GEOID03.
 BX0528
 BX0528;                    North         East    Units  Estimated Accuracy
 BX0528;SPC LA N     -   136,120.    1,033,120.      MT  (+/- 180 meters Scaled)
 BX0528
 BX0528                          SUPERSEDED SURVEY CONTROL
 BX0528
 BX0528  NGVD 29 (??/??/??)   59.917  (m)          196.58   (f) ADJUSTED    2 0
 BX0528
 BX0528.Superseded values are not recommended for survey control.
 BX0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0528.See file dsdata.txt to determine how the superseded data were derived.
 BX0528
 BX0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR804105(NAD 83)
 BX0528_MARKER: DB = BENCH MARK DISK
 BX0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0528_STAMPING: F 125 1950
 BX0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0528+STABILITY: SURFACE MOTION
 BX0528
 BX0528  HISTORY     - Date     Condition        Report By
 BX0528  HISTORY     - 1950     MONUMENTED       CGS
 BX0528
 BX0528                          STATION DESCRIPTION
 BX0528
 BX0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0528'3.1 MI NW FROM JENA.
 BX0528'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT JENA,
 BX0528'0.2 MILE NORTHWEST OF TRIPLE 36-INCH CONCRETE TUBE CULVERT UNDER THE
 BX0528'HIGHWAY, 59 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47.0
 BX0528'FEET SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A REFERENCE POST, AND
 BX0528'SET IN THE TOP OF A 3.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BX0528'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0428 ***********************************************************************
 BX0428  DESIGNATION -  F 126
 BX0428  PID         -  BX0428
 BX0428  STATE/COUNTY-  LA/LA SALLE
 BX0428  USGS QUAD   -  JENA EAST (1985)
 BX0428
 BX0428                         *CURRENT SURVEY CONTROL
 BX0428  ___________________________________________________________________
 BX0428* NAD 83(1986)-  31 44 21.     (N)    092 02 14.     (W)     SCALED    
 BX0428* NAVD 88     -        61.59   (+/-2cm)     202.1    (feet)  VERTCON   
 BX0428  ___________________________________________________________________
 BX0428  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX0428
 BX0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0428
 BX0428.The horizontal coordinates were scaled from a topographic map and have
 BX0428.an estimated accuracy of +/- 6 seconds.
 BX0428
 BX0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0428.The vertical order pertains to the NGVD 29 superseded value.
 BX0428
 BX0428.The geoid height was determined by GEOID03.
 BX0428
 BX0428;                    North         East    Units  Estimated Accuracy
 BX0428;SPC LA N     -   137,490.    1,043,850.      MT  (+/- 180 meters Scaled)
 BX0428
 BX0428                          SUPERSEDED SURVEY CONTROL
 BX0428
 BX0428  NGVD 29 (??/??/??)   61.583  (m)          202.04   (f) ADJUSTED    2 0
 BX0428
 BX0428.Superseded values are not recommended for survey control.
 BX0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0428.See file dsdata.txt to determine how the superseded data were derived.
 BX0428
 BX0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR911119(NAD 83)
 BX0428_MARKER: DB = BENCH MARK DISK
 BX0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0428_STAMPING: F 126 1950
 BX0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0428+STABILITY: SURFACE MOTION
 BX0428
 BX0428  HISTORY     - Date     Condition        Report By
 BX0428  HISTORY     - 1950     MONUMENTED       CGS
 BX0428  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0428
 BX0428                          STATION DESCRIPTION
 BX0428
 BX0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0428'4.7 MI SW FROM AIMWELL.
 BX0428'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0428'AIMWELL, THENCE 4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 1010.  58 FEET
 BX0428'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET EAST OF A 12
 BX0428'INCH TRIANGULAR BLAZED PINE TREE, 18.0 FEET SOUTHWEST OF A 16 INCH
 BX0428'TRIANGULAR BLAZED PINE TREE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET
 BX0428'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BX0428'GROUND.
 BX0428
 BX0428                          STATION RECOVERY (1981)
 BX0428
 BX0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0760 ***********************************************************************
 CQ0760  DESIGNATION -  F 127
 CQ0760  PID         -  CQ0760
 CQ0760  STATE/COUNTY-  LA/JACKSON
 CQ0760  USGS QUAD   -  CHATHAM (1982)
 CQ0760
 CQ0760                         *CURRENT SURVEY CONTROL
 CQ0760  ___________________________________________________________________
 CQ0760* NAD 83(1986)-  32 18 43.     (N)    092 24 25.     (W)     SCALED    
 CQ0760* NAVD 88     -        55.07   (+/-2cm)     180.7    (feet)  VERTCON   
 CQ0760  ___________________________________________________________________
 CQ0760  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0760
 CQ0760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0760
 CQ0760.The horizontal coordinates were scaled from a topographic map and have
 CQ0760.an estimated accuracy of +/- 6 seconds.
 CQ0760
 CQ0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0760.The vertical order pertains to the NGVD 29 superseded value.
 CQ0760
 CQ0760.The geoid height was determined by GEOID03.
 CQ0760
 CQ0760;                    North         East    Units  Estimated Accuracy
 CQ0760;SPC LA N     -   200,910.    1,008,760.      MT  (+/- 180 meters Scaled)
 CQ0760
 CQ0760                          SUPERSEDED SURVEY CONTROL
 CQ0760
 CQ0760  NGVD 29 (??/??/??)   55.110  (m)          180.81   (f) ADJUSTED    2 0
 CQ0760
 CQ0760.Superseded values are not recommended for survey control.
 CQ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0760.See file dsdata.txt to determine how the superseded data were derived.
 CQ0760
 CQ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR558751(NAD 83)
 CQ0760_MARKER: DB = BENCH MARK DISK
 CQ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0760_STAMPING: F 127 1950
 CQ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0760+STABILITY: SURFACE MOTION
 CQ0760
 CQ0760  HISTORY     - Date     Condition        Report By
 CQ0760  HISTORY     - 1950     MONUMENTED       CGS
 CQ0760  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0760
 CQ0760                          STATION DESCRIPTION
 CQ0760
 CQ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0760'3.5 MI NE FROM CHATHAM.
 CQ0760'1.55 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0760'AT CHATHAM, THENCE 1.95 MILES EAST ALONG A GRAVELED ROAD.  ON THE
 CQ0760'OUTSIDE OF A CURVE, 55.7 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER
 CQ0760'POST, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST
 CQ0760'OF THE EXTENDED CENTER LINE OF THE ROAD LEADING NORTHWEST FROM THE
 CQ0760'CURVE, 1.6 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CQ0760'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CQ0760
 CQ0760                          STATION RECOVERY (1978)
 CQ0760
 CQ0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0627 ***********************************************************************
 CQ0627  DESIGNATION -  F 128
 CQ0627  PID         -  CQ0627
 CQ0627  STATE/COUNTY-  LA/WINN
 CQ0627  USGS QUAD   -  SIKES (1989)
 CQ0627
 CQ0627                         *CURRENT SURVEY CONTROL
 CQ0627  ___________________________________________________________________
 CQ0627* NAD 83(1986)-  32 04 22.     (N)    092 22 54.     (W)     SCALED    
 CQ0627* NAVD 88     -        55.27   (+/-2cm)     181.3    (feet)  VERTCON   
 CQ0627  ___________________________________________________________________
 CQ0627  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CQ0627
 CQ0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0627
 CQ0627.The horizontal coordinates were scaled from a topographic map and have
 CQ0627.an estimated accuracy of +/- 6 seconds.
 CQ0627
 CQ0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0627.The vertical order pertains to the NGVD 29 superseded value.
 CQ0627
 CQ0627.The geoid height was determined by GEOID03.
 CQ0627
 CQ0627;                    North         East    Units  Estimated Accuracy
 CQ0627;SPC LA N     -   174,390.    1,011,170.      MT  (+/- 180 meters Scaled)
 CQ0627
 CQ0627                          SUPERSEDED SURVEY CONTROL
 CQ0627
 CQ0627  NGVD 29 (??/??/??)   55.299  (m)          181.43   (f) ADJUSTED    2 0
 CQ0627
 CQ0627.Superseded values are not recommended for survey control.
 CQ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0627.See file dsdata.txt to determine how the superseded data were derived.
 CQ0627
 CQ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR583486(NAD 83)
 CQ0627_MARKER: DB = BENCH MARK DISK
 CQ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0627_STAMPING: F 128 1950
 CQ0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0627+STABILITY: SURFACE MOTION
 CQ0627
 CQ0627  HISTORY     - Date     Condition        Report By
 CQ0627  HISTORY     - 1950     MONUMENTED       CGS
 CQ0627  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0627
 CQ0627                          STATION DESCRIPTION
 CQ0627
 CQ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0627'9.55 MI E FROM SIKES.
 CQ0627'8.25 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0627'SIKES, THENCE 1.35 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE
 CQ0627'0.95 MILE SOUTHWEST ALONG THE SOUTHEAST FORK OF THE ROAD.  AT A ROAD
 CQ0627'JUNCTION, ON THE INSIDE OF A CURVE OF THE MAIN ROAD, 40 FEET SOUTH OF
 CQ0627'THE CENTER OF THE ROAD JUNCTION, 23 FEET WEST OF THE CENTER LINE OF
 CQ0627'THE MAIN ROAD, 8 FEET NORTHWEST OF AN 18-INCH PECAN TREE, 1.8 FEET
 CQ0627'NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A REFERENCE POST, DIRECTLY
 CQ0627'ACROSS THE ROAD FROM A FARMHOUSE, AND SET IN THE TOP OF A CONCRETE
 CQ0627'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0627
 CQ0627                          STATION RECOVERY (1986)
 CQ0627
 CQ0627'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0068 ***********************************************************************
 CQ0068  DESIGNATION -  F 129
 CQ0068  PID         -  CQ0068
 CQ0068  STATE/COUNTY-  LA/OUACHITA
 CQ0068  USGS QUAD   -  CALHOUN (1994)
 CQ0068
 CQ0068                         *CURRENT SURVEY CONTROL
 CQ0068  ___________________________________________________________________
 CQ0068* NAD 83(1986)-  32 30 52.     (N)    092 20 33.     (W)     SCALED    
 CQ0068* NAVD 88     -        47.746  (meters)     156.65   (feet)  ADJUSTED  
 CQ0068  ___________________________________________________________________
 CQ0068  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ0068  DYNAMIC HT  -          47.693 (meters)     156.47  (feet)  COMP
 CQ0068  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 CQ0068
 CQ0068  VERT ORDER  -  FIRST     CLASS I
 CQ0068
 CQ0068.The horizontal coordinates were scaled from a topographic map and have
 CQ0068.an estimated accuracy of +/- 6 seconds.
 CQ0068
 CQ0068.The orthometric height was determined by differential leveling
 CQ0068.and adjusted by the National Geodetic Survey in June 1991..
 CQ0068
 CQ0068.The geoid height was determined by GEOID03.
 CQ0068
 CQ0068.The dynamic height is computed by dividing the NAVD 88
 CQ0068.geopotential number by the normal gravity value computed on the
 CQ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0068.degrees latitude (g = 980.6199 gals.).
 CQ0068
 CQ0068.The modeled gravity was interpolated from observed gravity values.
 CQ0068
 CQ0068;                    North         East    Units  Estimated Accuracy
 CQ0068;SPC LA N     -   223,370.    1,014,800.      MT  (+/- 180 meters Scaled)
 CQ0068
 CQ0068                          SUPERSEDED SURVEY CONTROL
 CQ0068
 CQ0068  NGVD 29 (??/??/??)   47.802  (m)          156.83   (f) ADJUSTED    1 1
 CQ0068
 CQ0068.Superseded values are not recommended for survey control.
 CQ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0068.See file dsdata.txt to determine how the superseded data were derived.
 CQ0068
 CQ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR617976(NAD 83)
 CQ0068_MARKER: DB = BENCH MARK DISK
 CQ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0068_STAMPING: F 129 1950
 CQ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0068+STABILITY: SURFACE MOTION
 CQ0068
 CQ0068  HISTORY     - Date     Condition        Report By
 CQ0068  HISTORY     - 1950     MONUMENTED       CGS
 CQ0068  HISTORY     - 1969     GOOD             CGS
 CQ0068  HISTORY     - 1987     GOOD             USPSQD
 CQ0068  HISTORY     - 1990     GOOD             USPSQD
 CQ0068  HISTORY     - 1991     GOOD             USPSQD
 CQ0068
 CQ0068                          STATION DESCRIPTION
 CQ0068
 CQ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0068'1.05 MI E FROM CALHOUN.
 CQ0068'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0068'CALHOUN, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 400 FEET EAST OF A
 CQ0068'HOUSE, 51 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST
 CQ0068'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 23 FEET NORTHWEST OF THE
 CQ0068'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 CQ0068'0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 CQ0068'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 CQ0068'LEVEL WITH THE SURFACE OF THE GROUND.  SEC 26, T 18 N, R 2E.
 CQ0068
 CQ0068                          STATION RECOVERY (1987)
 CQ0068
 CQ0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0068'RECOVERED IN GOOD CONDITION.
 CQ0068
 CQ0068                          STATION RECOVERY (1990)
 CQ0068
 CQ0068'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0068'RECOVERED IN GOOD CONDITION.
 CQ0068
 CQ0068                          STATION RECOVERY (1991)
 CQ0068
 CQ0068'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0443 ***********************************************************************
 BX0443  DESIGNATION -  F 130
 BX0443  PID         -  BX0443
 BX0443  STATE/COUNTY-  LA/CATAHOULA
 BX0443  USGS QUAD   -  HOLUM (1988)
 BX0443
 BX0443                         *CURRENT SURVEY CONTROL
 BX0443  ___________________________________________________________________
 BX0443* NAD 83(1986)-  31 55 29.     (N)    092 04 41.     (W)     SCALED    
 BX0443* NAVD 88     -        60.71   (+/-2cm)     199.2    (feet)  VERTCON   
 BX0443  ___________________________________________________________________
 BX0443  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0443
 BX0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0443
 BX0443.The horizontal coordinates were scaled from a topographic map and have
 BX0443.an estimated accuracy of +/- 6 seconds.
 BX0443
 BX0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0443.The vertical order pertains to the NGVD 29 superseded value.
 BX0443
 BX0443.The geoid height was determined by GEOID03.
 BX0443
 BX0443;                    North         East    Units  Estimated Accuracy
 BX0443;SPC LA N     -   158,040.    1,039,900.      MT  (+/- 180 meters Scaled)
 BX0443
 BX0443                          SUPERSEDED SURVEY CONTROL
 BX0443
 BX0443  NGVD 29 (??/??/??)   60.718  (m)          199.21   (f) ADJUSTED    2 0
 BX0443
 BX0443.Superseded values are not recommended for survey control.
 BX0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0443.See file dsdata.txt to determine how the superseded data were derived.
 BX0443
 BX0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR871324(NAD 83)
 BX0443_MARKER: DB = BENCH MARK DISK
 BX0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0443_STAMPING: F 130 1950
 BX0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0443+STABILITY: SURFACE MOTION
 BX0443
 BX0443  HISTORY     - Date     Condition        Report By
 BX0443  HISTORY     - 1950     MONUMENTED       CGS
 BX0443
 BX0443                          STATION DESCRIPTION
 BX0443
 BX0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0443'7.7 MI NW FROM ROSEFIELD.
 BX0443'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0443'ROSEFIELD, THENCE 3.0 MILES WEST ALONG A WINDING DIRT ROAD.  71 FEET
 BX0443'SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 59 FEET WEST OF
 BX0443'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 6 FEET NORTH OF A 14 INCH
 BX0443'TRIANGULAR BLAZED PINE TREE, 2.0 FEET NORTH OF A WITNESS POST, SET IN
 BX0443'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2452 ***********************************************************************
 BX2452  DESIGNATION -  F 131
 BX2452  PID         -  BX2452
 BX2452  STATE/COUNTY-  LA/CATAHOULA
 BX2452  USGS QUAD   -  NICKEL (1984)
 BX2452
 BX2452                         *CURRENT SURVEY CONTROL
 BX2452  ___________________________________________________________________
 BX2452* NAD 83(1986)-  31 47 06.     (N)    092 00 02.     (W)     SCALED    
 BX2452* NAVD 88     -        45.38   (+/-2cm)     148.9    (feet)  VERTCON   
 BX2452  ___________________________________________________________________
 BX2452  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX2452
 BX2452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2452
 BX2452.The horizontal coordinates were scaled from a topographic map and have
 BX2452.an estimated accuracy of +/- 6 seconds.
 BX2452
 BX2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2452.The vertical order pertains to the NGVD 29 superseded value.
 BX2452
 BX2452.The geoid height was determined by GEOID03.
 BX2452
 BX2452;                    North         East    Units  Estimated Accuracy
 BX2452;SPC LA N     -   142,580.    1,047,300.      MT  (+/- 180 meters Scaled)
 BX2452
 BX2452                          SUPERSEDED SURVEY CONTROL
 BX2452
 BX2452  NGVD 29 (??/??/??)   45.375  (m)          148.87   (f) ADJUSTED    2 0
 BX2452
 BX2452.Superseded values are not recommended for survey control.
 BX2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2452.See file dsdata.txt to determine how the superseded data were derived.
 BX2452
 BX2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR946170(NAD 83)
 BX2452_MARKER: DB = BENCH MARK DISK
 BX2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2452_STAMPING: F 131 1950
 BX2452
 BX2452  HISTORY     - Date     Condition        Report By
 BX2452  HISTORY     - UNK      MONUMENTED
 BX2452
 BX2452                          STATION DESCRIPTION
 BX2452
 BX2452'DESCRIBED UNK
 BX2452'0.3 MI NW FROM AIMWELL.
 BX2452'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX2452'AIMWELL, AT THE JUNCTION OF STATE HIGHWAYS 1010 AND 259, 148 FEET
 BX2452'NORTH OF THE CENTER LINE OF STATE HIGHWAY 1010, 50 FEET NORTHEAST OF
 BX2452'THE CENTER LINE OF STATE HIGHWAY 259, 68.0 FEET NORTHWEST OF THE
 BX2452'NORTHWEST CORNER OF THE PENTECOSTAL CHURCH, 2.0 FEET SOUTHEAST OF A
 BX2452'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BX2452'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0467 ***********************************************************************
 BX0467  DESIGNATION -  F 132
 BX0467  PID         -  BX0467
 BX0467  STATE/COUNTY-  LA/LA SALLE
 BX0467  USGS QUAD   -  NICKEL (1984)
 BX0467
 BX0467                         *CURRENT SURVEY CONTROL
 BX0467  ___________________________________________________________________
 BX0467* NAD 83(1986)-  31 51 13.     (N)    092 00 56.     (W)     SCALED    
 BX0467* NAVD 88     -        92.90   (+/-2cm)     304.8    (feet)  VERTCON   
 BX0467  ___________________________________________________________________
 BX0467  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0467
 BX0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0467
 BX0467.The horizontal coordinates were scaled from a topographic map and have
 BX0467.an estimated accuracy of +/- 6 seconds.
 BX0467
 BX0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0467.The vertical order pertains to the NGVD 29 superseded value.
 BX0467
 BX0467.The geoid height was determined by GEOID03.
 BX0467
 BX0467;                    North         East    Units  Estimated Accuracy
 BX0467;SPC LA N     -   150,180.    1,045,850.      MT  (+/- 180 meters Scaled)
 BX0467
 BX0467                          SUPERSEDED SURVEY CONTROL
 BX0467
 BX0467  NGVD 29 (??/??/??)   92.898  (m)          304.78   (f) ADJUSTED    2 0
 BX0467
 BX0467.Superseded values are not recommended for survey control.
 BX0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0467.See file dsdata.txt to determine how the superseded data were derived.
 BX0467
 BX0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR931246(NAD 83)
 BX0467_MARKER: DB = BENCH MARK DISK
 BX0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0467_STAMPING: F 132 1950
 BX0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0467+STABILITY: SURFACE MOTION
 BX0467
 BX0467  HISTORY     - Date     Condition        Report By
 BX0467  HISTORY     - 1950     MONUMENTED       CGS
 BX0467  HISTORY     - 1981     POOR             USGS
 BX0467
 BX0467                          STATION DESCRIPTION
 BX0467
 BX0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0467'4.9 MI SE FROM ROSEFIELD.
 BX0467'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0467'ROSEFIELD, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BX0467'1.2 MILES SOUTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.0 MILE SOUTH
 BX0467'ALONG A WINDING DIRT ROAD, THENCE 0.7 MILE NORTHWEST ALONG A WINDING
 BX0467'DIRT ROAD.  ON THE INSIDE OF A CURVE IN THE ROAD, 37 FEET NORTHEAST OF
 BX0467'THE CENTER LINE OF THE ROAD, 21 FEET EAST OF A 12 INCH TRIANGULAR
 BX0467'BLAZED PINE TREE, 21 FEET NORTH OF A 12 INCH TRIANGULAR BLAZED PINE
 BX0467'TREE, 15 FEET NORTHWEST OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 1.5
 BX0467'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0467'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX0467
 BX0467                          STATION RECOVERY (1981)
 BX0467
 BX0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0467'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2478 ***********************************************************************
 CQ2478  DESIGNATION -  F 137
 CQ2478  PID         -  CQ2478
 CQ2478  STATE/COUNTY-  LA/CALDWELL
 CQ2478  USGS QUAD   -  COTTON PLANT (1989)
 CQ2478
 CQ2478                         *CURRENT SURVEY CONTROL
 CQ2478  ___________________________________________________________________
 CQ2478* NAD 83(1986)-  32 01 22.     (N)    092 15 27.     (W)     SCALED    
 CQ2478* NAVD 88     -        44.01   (+/-2cm)     144.4    (feet)  VERTCON   
 CQ2478  ___________________________________________________________________
 CQ2478  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ2478
 CQ2478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ2478
 CQ2478.The horizontal coordinates were scaled from a topographic map and have
 CQ2478.an estimated accuracy of +/- 6 seconds.
 CQ2478
 CQ2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2478.The vertical order pertains to the NGVD 29 superseded value.
 CQ2478
 CQ2478.The geoid height was determined by GEOID03.
 CQ2478
 CQ2478;                    North         East    Units  Estimated Accuracy
 CQ2478;SPC LA N     -   168,860.    1,022,910.      MT  (+/- 180 meters Scaled)
 CQ2478
 CQ2478                          SUPERSEDED SURVEY CONTROL
 CQ2478
 CQ2478  NGVD 29 (??/??/??)   44.033  (m)          144.46   (f) ADJUSTED    2 0
 CQ2478
 CQ2478.Superseded values are not recommended for survey control.
 CQ2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2478.See file dsdata.txt to determine how the superseded data were derived.
 CQ2478
 CQ2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR701432(NAD 83)
 CQ2478_MARKER: DB = BENCH MARK DISK
 CQ2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2478_STAMPING: F 137 1950
 CQ2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2478+STABILITY: SURFACE MOTION
 CQ2478
 CQ2478  HISTORY     - Date     Condition        Report By
 CQ2478  HISTORY     - 1950     MONUMENTED       CGS
 CQ2478  HISTORY     - 19860310 MARK NOT FOUND   USPSQD
 CQ2478
 CQ2478                          STATION DESCRIPTION
 CQ2478
 CQ2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ2478'8.1 MI NW FROM KELLY.
 CQ2478'1.55 MILES WEST ALONG STATE HIGHWAY NO. 246 FROM THE POST OFFICE AT
 CQ2478'KELLY, THENCE 2.55 MILES WEST ALONG A PARISH ROAD, THENCE 3.1 MILES
 CQ2478'NORTHWEST ALONG STATE HIGHWAY NO. 246, THENCE 0.9 MILE NORTH ALONG A
 CQ2478'PARISH ROAD.  AT A Y-JUNCTION OF ROADS, ABOUT 400 FEET SOUTHWEST OF A
 CQ2478'WHITE FARMHOUSE, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTH
 CQ2478'AND SOUTHWEST, 28 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 21
 CQ2478'FEET SOUTHEAST OF THE CETNER LINE OF A PRIVATE DRIVE LEADING NORTHEAST
 CQ2478'TO THE FARMHOUSE, 1 FOOT EAST OF A FENCE, 1.5 FEET NORTH OF A
 CQ2478'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CQ2478'ABOVE THE GROUND AND AT A DEPTH OF 3 FEET.  NOTE-- THIS BENCH MARK IS
 CQ2478'LOCATED 1.0 MILE SOUTH OF BENCH MARK Z 120.
 CQ2478
 CQ2478                          STATION RECOVERY (1986)
 CQ2478
 CQ2478'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ2478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1733 ***********************************************************************
 BW1733  DESIGNATION -  F 138
 BW1733  PID         -  BW1733
 BW1733  STATE/COUNTY-  LA/CATAHOULA
 BW1733  USGS QUAD   -  AIMWELL (1984)
 BW1733
 BW1733                         *CURRENT SURVEY CONTROL
 BW1733  ___________________________________________________________________
 BW1733* NAD 83(1986)-  31 51 02.     (N)    091 56 52.     (W)     SCALED    
 BW1733* NAVD 88     -        49.63   (+/-2cm)     162.8    (feet)  VERTCON   
 BW1733  ___________________________________________________________________
 BW1733  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BW1733
 BW1733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1733
 BW1733.The horizontal coordinates were scaled from a topographic map and have
 BW1733.an estimated accuracy of +/- 6 seconds.
 BW1733
 BW1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1733.The vertical order pertains to the NGVD 29 superseded value.
 BW1733
 BW1733.The geoid height was determined by GEOID03.
 BW1733
 BW1733;                    North         East    Units  Estimated Accuracy
 BW1733;SPC LA N     -   149,880.    1,052,260.      MT  (+/- 180 meters Scaled)
 BW1733
 BW1733                          SUPERSEDED SURVEY CONTROL
 BW1733
 BW1733  NGVD 29 (??/??/92)   49.630  (m)          162.83   (f) ADJ UNCH    2 0
 BW1733
 BW1733.Superseded values are not recommended for survey control.
 BW1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1733.See file dsdata.txt to determine how the superseded data were derived.
 BW1733
 BW1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR995243(NAD 83)
 BW1733_MARKER: DB = BENCH MARK DISK
 BW1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1733_STAMPING: F 138 1950
 BW1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1733+STABILITY: SURFACE MOTION
 BW1733
 BW1733  HISTORY     - Date     Condition        Report By
 BW1733  HISTORY     - 1950     MONUMENTED       CGS
 BW1733  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1733
 BW1733                          STATION DESCRIPTION
 BW1733
 BW1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1733'4.85 MI SE FROM ROSEFIELD.
 BW1733'0.45 MILE EAST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT ROSEFIELD,
 BW1733'THENCE 4.4 MILES SOUTHEAST ALONG A WINDING GRAVELED ROAD,  AT A Y ROAD
 BW1733'JUNCTION, 36 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 38 FEET
 BW1733'NORTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD LEADING SOUTHEAST,
 BW1733'18 FEET SOUTH OF A 14 INCH TRIANGULAR BLAZED OAK TREE, 1.8 FEET
 BW1733'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1733'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.8 MILE
 BW1733'NORTHEAST OF BENCH MARK M 138.
 BW1733
 BW1733                          STATION RECOVERY (1981)
 BW1733
 BW1733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0251 ***********************************************************************
 BX0251  DESIGNATION -  F 139
 BX0251  PID         -  BX0251
 BX0251  STATE/COUNTY-  LA/WINN
 BX0251  USGS QUAD   -  FLAT CREEK (1984)
 BX0251
 BX0251                         *CURRENT SURVEY CONTROL
 BX0251  ___________________________________________________________________
 BX0251* NAD 83(1986)-  31 56 14.     (N)    092 22 50.     (W)     SCALED    
 BX0251* NAVD 88     -        50.77   (+/-2cm)     166.6    (feet)  VERTCON   
 BX0251  ___________________________________________________________________
 BX0251  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BX0251
 BX0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0251
 BX0251.The horizontal coordinates were scaled from a topographic map and have
 BX0251.an estimated accuracy of +/- 6 seconds.
 BX0251
 BX0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0251.The vertical order pertains to the NGVD 29 superseded value.
 BX0251
 BX0251.The geoid height was determined by GEOID03.
 BX0251
 BX0251;                    North         East    Units  Estimated Accuracy
 BX0251;SPC LA N     -   159,360.    1,011,290.      MT  (+/- 180 meters Scaled)
 BX0251
 BX0251                          SUPERSEDED SURVEY CONTROL
 BX0251
 BX0251  NGVD 29 (??/??/??)   50.785  (m)          166.62   (f) ADJUSTED    2 0
 BX0251
 BX0251.Superseded values are not recommended for survey control.
 BX0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0251.See file dsdata.txt to determine how the superseded data were derived.
 BX0251
 BX0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR585336(NAD 83)
 BX0251_MARKER: DB = BENCH MARK DISK
 BX0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0251_STAMPING: F 139 1950
 BX0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0251+STABILITY: SURFACE MOTION
 BX0251
 BX0251  HISTORY     - Date     Condition        Report By
 BX0251  HISTORY     - 1950     MONUMENTED       CGS
 BX0251
 BX0251                          STATION DESCRIPTION
 BX0251
 BX0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0251'10.2 MI NW FROM OLLA.
 BX0251'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX0251'PACIFIC RAILROAD STATION AT OLLA, THENCE 7.3 MILES NORTHWEST ALONG
 BX0251'STATE HIGHWAY NO. 6, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY NO.
 BX0251'413.  AT A T-JUNCTION OF ROADS, ABOUT 350 FEET NORTHEAST OF A
 BX0251'FARMHOUSE, 0.2 MILE SOUTHEAST OF THE BEACH CREEK BAPTIST CHURCH, ON
 BX0251'THE SIDE OF A HILL SLOPING DOWN TO THE EAST, 62 FEET SOUTHWEST OF THE
 BX0251'CENTER LINE OF THE HIGHWAY, 32 FEET SOUTHEAST OF THE CENTER LINE OF A
 BX0251'PRIVATE DRIVE LEADING SOUTHWEST TO THE FARMHOUSE, 1.4 FEET NORTHEAST
 BX0251'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BX0251'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2188 ***********************************************************************
 BX2188  DESIGNATION -  F 140
 BX2188  PID         -  BX2188
 BX2188  STATE/COUNTY-  LA/DE SOTO
 BX2188  USGS QUAD   -  LOGANSPORT EAST (1984)
 BX2188
 BX2188                         *CURRENT SURVEY CONTROL
 BX2188  ___________________________________________________________________
 BX2188* NAD 83(1986)-  31 58 31.     (N)    093 59 48.     (W)     SCALED    
 BX2188* NAVD 88     -        64.450  (meters)     211.45   (feet)  ADJUSTED  
 BX2188  ___________________________________________________________________
 BX2188  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX2188  DYNAMIC HT  -          64.376 (meters)     211.21  (feet)  COMP
 BX2188  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 BX2188
 BX2188  VERT ORDER  -  FIRST     CLASS II
 BX2188
 BX2188.The horizontal coordinates were scaled from a topographic map and have
 BX2188.an estimated accuracy of +/- 6 seconds.
 BX2188
 BX2188.The orthometric height was determined by differential leveling
 BX2188.and adjusted by the National Geodetic Survey in June 1991..
 BX2188
 BX2188.The geoid height was determined by GEOID03.
 BX2188
 BX2188.The dynamic height is computed by dividing the NAVD 88
 BX2188.geopotential number by the normal gravity value computed on the
 BX2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2188.degrees latitude (g = 980.6199 gals.).
 BX2188
 BX2188.The modeled gravity was interpolated from observed gravity values.
 BX2188
 BX2188;                    North         East    Units  Estimated Accuracy
 BX2188;SPC LA N     -   164,550.      858,550.      MT  (+/- 180 meters Scaled)
 BX2188
 BX2188                          SUPERSEDED SURVEY CONTROL
 BX2188
 BX2188  NGVD 29 (??/??/??)   64.502  (m)          211.62   (f) ADJUSTED    1 2
 BX2188
 BX2188.Superseded values are not recommended for survey control.
 BX2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2188.See file dsdata.txt to determine how the superseded data were derived.
 BX2188
 BX2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR058381(NAD 83)
 BX2188_MARKER: DB = BENCH MARK DISK
 BX2188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2188_SP_SET: CULVERT
 BX2188_STAMPING: F 140 1952
 BX2188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2188
 BX2188  HISTORY     - Date     Condition        Report By
 BX2188  HISTORY     - 1952     MONUMENTED       CGS
 BX2188  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2188  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX2188  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX2188
 BX2188                          STATION DESCRIPTION
 BX2188
 BX2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2188'0.45 MI E FROM LOGANSPORT.
 BX2188'0.45 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BX2188'STATION AT LOGANSPORT.  250 FEET NORTHEAST OF THE CENTER OF A JUNCTION
 BX2188'WITH STATE HIGHWAY 38, 54.6 FEET NORTHWEST OF THE CENTER OF THE
 BX2188'CROSSING OF U.S. HIGHWAY 84, SET IN THE TOP OF THE WEST END OF THE
 BX2188'NORTH CONCRETE HEADWALL OF A 24 INCH PIPE CULVERT UNDER THE HIGHWAY.
 BX2188
 BX2188                          STATION RECOVERY (1979)
 BX2188
 BX2188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2188'MARK NOT FOUND.
 BX2188
 BX2188                          STATION RECOVERY (1987)
 BX2188
 BX2188'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 BX2188'MARK NOT FOUND.
 BX2188
 BX2188                          STATION RECOVERY (1997)
 BX2188
 BX2188'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0504 ***********************************************************************
 BX0504  DESIGNATION -  F 143
 BX0504  PID         -  BX0504
 BX0504  STATE/COUNTY-  LA/LA SALLE
 BX0504  USGS QUAD   -  TULLOS (1984)
 BX0504
 BX0504                         *CURRENT SURVEY CONTROL
 BX0504  ___________________________________________________________________
 BX0504* NAD 83(1986)-  31 45 11.     (N)    092 17 29.     (W)     SCALED    
 BX0504* NAVD 88     -        74.40   (+/-2cm)     244.1    (feet)  VERTCON   
 BX0504  ___________________________________________________________________
 BX0504  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0504
 BX0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0504
 BX0504.The horizontal coordinates were scaled from a topographic map and have
 BX0504.an estimated accuracy of +/- 6 seconds.
 BX0504
 BX0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0504.The vertical order pertains to the NGVD 29 superseded value.
 BX0504
 BX0504.The geoid height was determined by GEOID03.
 BX0504
 BX0504;                    North         East    Units  Estimated Accuracy
 BX0504;SPC LA N     -   138,950.    1,019,760.      MT  (+/- 180 meters Scaled)
 BX0504
 BX0504                          SUPERSEDED SURVEY CONTROL
 BX0504
 BX0504  NGVD 29 (??/??/??)   74.408  (m)          244.12   (f) ADJUSTED    2 0
 BX0504
 BX0504.Superseded values are not recommended for survey control.
 BX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0504.See file dsdata.txt to determine how the superseded data were derived.
 BX0504
 BX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR671132(NAD 83)
 BX0504_MARKER: DB = BENCH MARK DISK
 BX0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0504_STAMPING: F 143 1950
 BX0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0504+STABILITY: SURFACE MOTION
 BX0504
 BX0504  HISTORY     - Date     Condition        Report By
 BX0504  HISTORY     - 1950     MONUMENTED       CGS
 BX0504
 BX0504                          STATION DESCRIPTION
 BX0504
 BX0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0504'6.3 MI S FROM TULLOS.
 BX0504'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0504'U.S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 1.8 MILES SOUTHWEST ALONG A
 BX0504'DIRT ROAD. 1.2 MILES NORTH OF A CHURCH AND CEMETERY, 60 FEET WEST OF
 BX0504'AND ABOUT 4 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 3.1 FEET
 BX0504'NORTHEAST OF THE THIRD TELEPHONE POLE SOUTHWEST OF A POINT WHERE THE
 BX0504'ROAD CROSSES UNDER A TELEPHONE LINE, 3.0 FEET SOUTHWEST OF A REFERENCE
 BX0504'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BX0504'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0924 ***********************************************************************
 BX0924  DESIGNATION -  F 15
 BX0924  PID         -  BX0924
 BX0924  STATE/COUNTY-  LA/RAPIDES
 BX0924  USGS QUAD   -  ALEXANDRIA (1992)
 BX0924
 BX0924                         *CURRENT SURVEY CONTROL
 BX0924  ___________________________________________________________________
 BX0924* NAD 83(1986)-  31 15 31.     (N)    092 27 17.     (W)     SCALED    
 BX0924* NAVD 88     -        24.549  (meters)      80.54   (feet)  ADJUSTED  
 BX0924  ___________________________________________________________________
 BX0924  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BX0924  DYNAMIC HT  -          24.519 (meters)      80.44  (feet)  COMP
 BX0924  MODELED GRAV-     979,406.2   (mgal)                       NAVD 88
 BX0924
 BX0924  VERT ORDER  -  FIRST     CLASS I
 BX0924
 BX0924.The horizontal coordinates were scaled from a topographic map and have
 BX0924.an estimated accuracy of +/- 6 seconds.
 BX0924
 BX0924.The orthometric height was determined by differential leveling
 BX0924.and adjusted by the National Geodetic Survey in February 1994..
 BX0924
 BX0924.The geoid height was determined by GEOID03.
 BX0924
 BX0924.The dynamic height is computed by dividing the NAVD 88
 BX0924.geopotential number by the normal gravity value computed on the
 BX0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0924.degrees latitude (g = 980.6199 gals.).
 BX0924
 BX0924.The modeled gravity was interpolated from observed gravity values.
 BX0924
 BX0924;                    North         East    Units  Estimated Accuracy
 BX0924;SPC LA N     -    84,110.    1,004,310.      MT  (+/- 180 meters Scaled)
 BX0924
 BX0924                          SUPERSEDED SURVEY CONTROL
 BX0924
 BX0924  NAVD 88 (06/15/91)   24.548  (m)           80.54   (f) UNKNOWN     1 1
 BX0924  NGVD 29 (??/??/??)   24.536  (m)           80.50   (f) ADJUSTED    1 1
 BX0924
 BX0924.Superseded values are not recommended for survey control.
 BX0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0924.See file dsdata.txt to determine how the superseded data were derived.
 BX0924
 BX0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ519583(NAD 83)
 BX0924_MARKER: DB = BENCH MARK DISK
 BX0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0924_SP_SET: CULVERT
 BX0924_STAMPING: F15 1939
 BX0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0924
 BX0924  HISTORY     - Date     Condition        Report By
 BX0924  HISTORY     - 1939     MONUMENTED       CGS
 BX0924  HISTORY     - 1968     GOOD             LADTD
 BX0924  HISTORY     - 1970     GOOD             NGS
 BX0924  HISTORY     - 1977     GOOD             NGS
 BX0924  HISTORY     - 1988     GOOD             USPSQD
 BX0924  HISTORY     - 19990424 GOOD             USPSQD
 BX0924
 BX0924                          STATION DESCRIPTION
 BX0924
 BX0924'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0924'IN ALEXANDRIA.
 BX0924'ABOUT 1.49 MILES EAST ALONG HORSESHOE DRIVE IN ALEXANDRIA FROM THE
 BX0924'MASONIC OPEN AIR GYMNASIUM WHICH IS WEST OF UNITED STATES HIGHWAY 165.
 BX0924'ABOUT 1.35 MILES EAST OF UNITED STATES HIGHWAY 165 AND INTERSECTION
 BX0924'OF LOUISIANA HIGHWAY 488.  ABOUT 1.5 MILES SOUTH OF B.M. V239 1966. 11
 BX0924'FEET SOUTH OF CENTER LINE OF HORSESHOE DRIVE IN THE SOUTH HEADWALL OF
 BX0924'A BOX CULVERT.  52 FEET SOUTHEAST OF CENTER OF OLD ABANDONED RAILROAD
 BX0924'DUMP.  95 FEET SOUTHWEST OF SOUTHWEST CORNER OF JIMMIE C. NORMAN
 BX0924'RESIDENCE.  A STEEL WITNESS POST IS 2.3 FEET EAST OF THE MARK.
 BX0924
 BX0924                          STATION RECOVERY (1970)
 BX0924
 BX0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0924'RECOVERED IN GOOD CONDITION.
 BX0924
 BX0924                          STATION RECOVERY (1977)
 BX0924
 BX0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0924'RECOVERED IN GOOD CONDITION.
 BX0924
 BX0924                          STATION RECOVERY (1988)
 BX0924
 BX0924'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCJ)
 BX0924'RECOVERED IN GOOD CONDITION.
 BX0924
 BX0924                          STATION RECOVERY (1999)
 BX0924
 BX0924'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1074 ***********************************************************************
 BK1074  DESIGNATION -  F 16
 BK1074  PID         -  BK1074
 BK1074  STATE/COUNTY-  LA/ALLEN
 BK1074  USGS QUAD   -  GUY (1993)
 BK1074
 BK1074                         *CURRENT SURVEY CONTROL
 BK1074  ___________________________________________________________________
 BK1074* NAD 83(1986)-  30 44 06.     (N)    092 42 17.     (W)     SCALED    
 BK1074* NAVD 88     -        28.979  (meters)      95.08   (feet)  ADJUSTED  
 BK1074  ___________________________________________________________________
 BK1074  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1074  DYNAMIC HT  -          28.941 (meters)      94.95  (feet)  COMP
 BK1074  MODELED GRAV-     979,360.0   (mgal)                       NAVD 88
 BK1074
 BK1074  VERT ORDER  -  FIRST     CLASS I
 BK1074
 BK1074.The horizontal coordinates were scaled from a topographic map and have
 BK1074.an estimated accuracy of +/- 6 seconds.
 BK1074
 BK1074.The orthometric height was determined by differential leveling
 BK1074.and adjusted by the National Geodetic Survey in February 1994..
 BK1074
 BK1074.The geoid height was determined by GEOID03.
 BK1074
 BK1074.The dynamic height is computed by dividing the NAVD 88
 BK1074.geopotential number by the normal gravity value computed on the
 BK1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1074.degrees latitude (g = 980.6199 gals.).
 BK1074
 BK1074.The modeled gravity was interpolated from observed gravity values.
 BK1074
 BK1074;                    North         East    Units  Estimated Accuracy
 BK1074;SPC LA S     -   248,530.      868,670.      MT  (+/- 180 meters Scaled)
 BK1074
 BK1074                          SUPERSEDED SURVEY CONTROL
 BK1074
 BK1074  NAVD 88 (06/15/91)   28.969  (m)           95.04   (f) UNKNOWN     1 1
 BK1074  NGVD 29 (??/??/??)   28.953  (m)           94.99   (f) ADJUSTED    1 1
 BK1074
 BK1074.Superseded values are not recommended for survey control.
 BK1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1074.See file dsdata.txt to determine how the superseded data were derived.
 BK1074
 BK1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ282002(NAD 83)
 BK1074_MARKER: DB = BENCH MARK DISK
 BK1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1074_SP_SET: CULVERT
 BK1074_STAMPING: F 16 1934
 BK1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1074
 BK1074  HISTORY     - Date     Condition        Report By
 BK1074  HISTORY     - 1934     MONUMENTED       CGS
 BK1074  HISTORY     - 1970     GOOD             NGS
 BK1074
 BK1074                          STATION DESCRIPTION
 BK1074
 BK1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1074'6.15 MI SW FROM OAKDALE.
 BK1074'ABOUT 6.15 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1074'THE STATION AT OAKDALE, 3 3/4 POLES NORTHWEST OF THE NORTHWEST RAIL,
 BK1074'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL
 BK1074'OF A CONCRETE BOX CULVERT UNDER THE TRACK, AND ABOUT 3 1/2 FEET BELOW
 BK1074'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1717 ***********************************************************************
 BK1717  DESIGNATION -  F 161
 BK1717  PID         -  BK1717
 BK1717  STATE/COUNTY-  LA/CALCASIEU
 BK1717  USGS QUAD   -  VINTON (1994)
 BK1717
 BK1717                         *CURRENT SURVEY CONTROL
 BK1717  ___________________________________________________________________
 BK1717* NAD 83(1986)-  30 12 06.     (N)    093 35 27.     (W)     SCALED    
 BK1717* NAVD 88     -         5.29   (+/-2cm)      17.4    (feet)  VERTCON   
 BK1717  ___________________________________________________________________
 BK1717  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1717
 BK1717  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1717
 BK1717.The horizontal coordinates were scaled from a topographic map and have
 BK1717.an estimated accuracy of +/- 6 seconds.
 BK1717
 BK1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1717.The vertical order pertains to the NGVD 29 superseded value.
 BK1717
 BK1717.The geoid height was determined by GEOID03.
 BK1717
 BK1717;                    North         East    Units  Estimated Accuracy
 BK1717;SPC LA S     -   190,760.      782,650.      MT  (+/- 180 meters Scaled)
 BK1717
 BK1717                          SUPERSEDED SURVEY CONTROL
 BK1717
 BK1717  NGVD 29 (??/??/??)    5.243  (m)           17.20   (f) ADJUSTED    1 1
 BK1717
 BK1717.Superseded values are not recommended for survey control.
 BK1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1717.See file dsdata.txt to determine how the superseded data were derived.
 BK1717
 BK1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP431412(NAD 83)
 BK1717_MARKER: DB = BENCH MARK DISK
 BK1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1717_STAMPING: F161 1955
 BK1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1717+STABILITY: SURFACE MOTION
 BK1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1717+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 BK1717
 BK1717  HISTORY     - Date     Condition        Report By
 BK1717  HISTORY     - 1955     MONUMENTED       CGS
 BK1717  HISTORY     - 1972     GOOD             NGS
 BK1717  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK1717  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 BK1717  HISTORY     - 20050801 GOOD             USPSQD
 BK1717
 BK1717                          STATION DESCRIPTION
 BK1717
 BK1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1717'1.25 MI NW FROM VINTON.
 BK1717'ABOUT 0.75 MILES NORTHWEST ALONG STATE HIGHWAY 3063 FROM THE MUNICIPAL
 BK1717'BUILDING AT VINTON, THENCE 0.25 MILES NORTH ALONG A PAVED ROAD, THENCE
 BK1717'0.25 MILE WEST ALONG A PRIVATE DRIVEWAY TO A BRICK RANCH TYPE HOUSE
 BK1717'JIMMY FONTENO ANGUS FARM, 86 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 BK1717'BRICK HOUSE, 48 FEET SPUTH OF A CHAIN LINK YARD FENCE, 18.7 FEET NORTH
 BK1717'OF A EAST-WEST FENCE LINE, 4 FEET WEST OF A FENCE, 2 FEET EAST OF A
 BK1717'10-INCH SYCAMORE TREE, ALSO 123 FEET NORTHWEST OF BM G 161, SET IN THE
 BK1717'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  SEC 9, T 10 S, R 12 W.
 BK1717
 BK1717                          STATION RECOVERY (1997)
 BK1717
 BK1717'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1717'MARK NOT FOUND.
 BK1717
 BK1717                          STATION RECOVERY (2002)
 BK1717
 BK1717'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1717'MARK NOT FOUND.
 BK1717
 BK1717                          STATION RECOVERY (2005)
 BK1717
 BK1717'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK1717'THE TEN INCH SYCAMORE TREE IS NOW A 25 INCH TREE,-MARK IS RECESSED
 BK1717'THREE INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1965 ***********************************************************************
 CQ1965  DESIGNATION -  F 177
 CQ1965  PID         -  CQ1965
 CQ1965  STATE/COUNTY-  LA/BOSSIER
 CQ1965  USGS QUAD   -  DIXIE (1982)
 CQ1965
 CQ1965                         *CURRENT SURVEY CONTROL
 CQ1965  ___________________________________________________________________
 CQ1965* NAD 83(1986)-  32 41 14.     (N)    093 46 21.     (W)     SCALED    
 CQ1965* NAVD 88     -        55.197  (meters)     181.09   (feet)  ADJUSTED  
 CQ1965  ___________________________________________________________________
 CQ1965  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1965  DYNAMIC HT  -          55.135 (meters)     180.89  (feet)  COMP
 CQ1965  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CQ1965
 CQ1965  VERT ORDER  -  FIRST     CLASS II
 CQ1965
 CQ1965.The horizontal coordinates were scaled from a topographic map and have
 CQ1965.an estimated accuracy of +/- 6 seconds.
 CQ1965
 CQ1965.The orthometric height was determined by differential leveling
 CQ1965.and adjusted by the National Geodetic Survey in June 1991..
 CQ1965
 CQ1965.The geoid height was determined by GEOID03.
 CQ1965
 CQ1965.The dynamic height is computed by dividing the NAVD 88
 CQ1965.geopotential number by the normal gravity value computed on the
 CQ1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1965.degrees latitude (g = 980.6199 gals.).
 CQ1965
 CQ1965.The modeled gravity was interpolated from observed gravity values.
 CQ1965
 CQ1965;                    North         East    Units  Estimated Accuracy
 CQ1965;SPC LA N     -   243,220.      880,670.      MT  (+/- 180 meters Scaled)
 CQ1965
 CQ1965                          SUPERSEDED SURVEY CONTROL
 CQ1965
 CQ1965  NGVD 29 (??/??/??)   55.271  (m)          181.33   (f) ADJUSTED    1 2
 CQ1965
 CQ1965.Superseded values are not recommended for survey control.
 CQ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1965.See file dsdata.txt to determine how the superseded data were derived.
 CQ1965
 CQ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS275168(NAD 83)
 CQ1965_MARKER: DB = BENCH MARK DISK
 CQ1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1965_STAMPING: F 177 1960
 CQ1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1965+STABILITY: SURFACE MOTION
 CQ1965
 CQ1965  HISTORY     - Date     Condition        Report By
 CQ1965  HISTORY     - 1961     MONUMENTED       CGS
 CQ1965  HISTORY     - 1969     GOOD             LADH
 CQ1965  HISTORY     - 1977     GOOD             NGS
 CQ1965  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1965
 CQ1965                          STATION DESCRIPTION
 CQ1965
 CQ1965'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1965'2.3 MI SW FROM BENTON.
 CQ1965'0.5 MILE SOUTH ALONG STATE HIGHWAY 3 FROM ST. LOUIS SOUTHWESTERN
 CQ1965'RAILROAD STATION AT BENTON, THENCE 1.8 MILES WEST ALONG STINSON ROAD,
 CQ1965'27 FEET NORTH OF THE CENTER LINE OF STINSON ROAD, 102 FEET NORTH OF
 CQ1965'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 20 FEET EAST OF A
 CQ1965'POWER POLE NO. 29 WITH TRANSFORMER, 1 FOOT SOUTH OF A FENCE, 1.2 FEET
 CQ1965'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CQ1965'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 CQ1965
 CQ1965                          STATION RECOVERY (1977)
 CQ1965
 CQ1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1965'RECOVERED IN GOOD CONDITION.
 CQ1965
 CQ1965                          STATION RECOVERY (2002)
 CQ1965
 CQ1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1965'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1223 ***********************************************************************
 BJ1223  DESIGNATION -  F 179
 BJ1223  PID         -  BJ1223
 BJ1223  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1223  USGS QUAD   -  HAMMOND (1994)
 BJ1223
 BJ1223                         *CURRENT SURVEY CONTROL
 BJ1223  ___________________________________________________________________
 BJ1223* NAD 83(1986)-  30 32 58.     (N)    090 28 29.     (W)     SCALED    
 BJ1223* NAVD 88     -        16.139  (meters)      52.95   (feet)  ADJUSTED  
 BJ1223  ___________________________________________________________________
 BJ1223  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ1223  DYNAMIC HT  -          16.118 (meters)      52.88  (feet)  COMP
 BJ1223  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ1223
 BJ1223  VERT ORDER  -  FIRST     CLASS I
 BJ1223
 BJ1223.The horizontal coordinates were scaled from a topographic map and have
 BJ1223.an estimated accuracy of +/- 6 seconds.
 BJ1223
 BJ1223.The orthometric height was determined by differential leveling
 BJ1223.and adjusted by the National Geodetic Survey in February 1994..
 BJ1223
 BJ1223.The geoid height was determined by GEOID03.
 BJ1223
 BJ1223.The dynamic height is computed by dividing the NAVD 88
 BJ1223.geopotential number by the normal gravity value computed on the
 BJ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1223.degrees latitude (g = 980.6199 gals.).
 BJ1223
 BJ1223.The modeled gravity was interpolated from observed gravity values.
 BJ1223
 BJ1223;                    North         East    Units  Estimated Accuracy
 BJ1223;SPC LA S     -   227,480.    1,082,380.      MT  (+/- 180 meters Scaled)
 BJ1223
 BJ1223                          SUPERSEDED SURVEY CONTROL
 BJ1223
 BJ1223  NAVD 88 (06/15/91)   16.176  (m)           53.07   (f) UNKNOWN     1 1
 BJ1223  NGVD 29 (??/??/??)   16.156  (m)           53.01   (f) ADJUSTED    1 1
 BJ1223
 BJ1223.Superseded values are not recommended for survey control.
 BJ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1223.See file dsdata.txt to determine how the superseded data were derived.
 BJ1223
 BJ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP422823(NAD 83)
 BJ1223_MARKER: DB = BENCH MARK DISK
 BJ1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1223_SP_SET: CONCRETE POST
 BJ1223_STAMPING: F 179 1959
 BJ1223_MARK LOGO: CGS   
 BJ1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1223+STABILITY: SURFACE MOTION
 BJ1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1223+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1223
 BJ1223  HISTORY     - Date     Condition        Report By
 BJ1223  HISTORY     - 1959     MONUMENTED       CGS
 BJ1223  HISTORY     - 1969     GOOD             CGS
 BJ1223  HISTORY     - 19920611 GOOD             NGS
 BJ1223
 BJ1223                          STATION DESCRIPTION
 BJ1223
 BJ1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1223'3.05 MI N FROM HAMMOND.
 BJ1223'ABOUT 3.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1223'STATION AT HAMMOND, ABOUT 0.25 MILE NORTH OF THE CROSSING OF STATE
 BJ1223'HIGHWAY 1064 AT NATALBANY, 110 FEET NORTHWEST OF AND ACROSS THE TRACK
 BJ1223'FROM THE CONCRETE POST SUPPORTING A SWITCH BOX, 35 FEET WEST OF THE
 BJ1223'WEST RAIL, 25 FEET WEST OF MILEPOST 856, 2 FEET EAST OF A METAL
 BJ1223'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 BJ1223'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1223'SEC 2, T 6S, R 7E.
 BJ1223
 BJ1223                          STATION RECOVERY (1992)
 BJ1223
 BJ1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1223'5.1 KM (3.15 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1223'THE POST OFFICE IN HAMMOND, 15.0 M (49.2 FT) WEST OF THE NEAR RAIL,
 BJ1223'7.7 M (25.3 FT) WEST OF MILEPOST 856, 1.0 M (3.3 FT) BELOW THE LEVEL
 BJ1223'OF THE TRACK, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 BJ1223'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0791 ***********************************************************************
 BJ0791  DESIGNATION -  F 18 RESET 1965
 BJ0791  PID         -  BJ0791
 BJ0791  STATE/COUNTY-  LA/IBERVILLE
 BJ0791  USGS QUAD   -  GROSSE TETE (1992)
 BJ0791
 BJ0791                         *CURRENT SURVEY CONTROL
 BJ0791  ___________________________________________________________________
 BJ0791* NAD 83(1986)-  30 25 06.     (N)    091 26 51.     (W)     SCALED    
 BJ0791* NAVD 88     -         4.469  (meters)      14.66   (feet)  ADJUSTED  
 BJ0791  ___________________________________________________________________
 BJ0791  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ0791  DYNAMIC HT  -           4.463 (meters)      14.64  (feet)  COMP
 BJ0791  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 BJ0791
 BJ0791  VERT ORDER  -  FIRST     CLASS I
 BJ0791
 BJ0791.The horizontal coordinates were scaled from a topographic map and have
 BJ0791.an estimated accuracy of +/- 6 seconds.
 BJ0791
 BJ0791.The orthometric height was determined by differential leveling
 BJ0791.and adjusted by the National Geodetic Survey in February 1994..
 BJ0791
 BJ0791.The geoid height was determined by GEOID03.
 BJ0791
 BJ0791.The dynamic height is computed by dividing the NAVD 88
 BJ0791.geopotential number by the normal gravity value computed on the
 BJ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0791.degrees latitude (g = 980.6199 gals.).
 BJ0791
 BJ0791.The modeled gravity was interpolated from observed gravity values.
 BJ0791
 BJ0791;                    North         East    Units  Estimated Accuracy
 BJ0791;SPC LA S     -   212,640.      989,030.      MT  (+/- 180 meters Scaled)
 BJ0791
 BJ0791                          SUPERSEDED SURVEY CONTROL
 BJ0791
 BJ0791  NGVD 29 (??/??/??)    4.479  (m)           14.69   (f) ADJUSTED    1 1
 BJ0791
 BJ0791.Superseded values are not recommended for survey control.
 BJ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0791.See file dsdata.txt to determine how the superseded data were derived.
 BJ0791
 BJ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP491661(NAD 83)
 BJ0791_MARKER: DB = BENCH MARK DISK
 BJ0791_SETTING: 0 = UNSPECIFIED SETTING
 BJ0791_STAMPING: F 18 RESET 1965
 BJ0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0791
 BJ0791  HISTORY     - Date     Condition        Report By
 BJ0791  HISTORY     - 1965     MONUMENTED       CGS
 BJ0791  HISTORY     - 1976     GOOD             NGS
 BJ0791  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0791
 BJ0791                          STATION DESCRIPTION
 BJ0791
 BJ0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0791'1.6 MI S FROM ROSEDALE.
 BJ0791'LOCATED 1.6 MILE SOUTH ALONG BLACK TOP ROAD ALONG WEST SIDE OF GROSSE
 BJ0791'TETE BAYOU FROM THE POST OFFICE AT ROSEDALE, THENCE 0.65 MILE WEST
 BJ0791'ALONG A OLD RAILROAD BED (TEXAS AND NEW ORLEANS RAILROAD TO ITS
 BJ0791'JUNCTION WITH THE TEXAS AND PACIFIC RAILROAD AND THE MARK IN THE
 BJ0791'SOUTHWEST ANGLE), 45.5 FT. SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK,
 BJ0791'45 FT. SOUTHEAST OF THE CENTERLINE OF OLD TRACK ROAD, 2 FT. EAST OF A
 BJ0791'FENCE CORNER, 11 FT. SOUTHWEST OF A POWER POLE, 1.5 FT. EAST OF A
 BJ0791'METAL WITNESS POST.  A STANDARD DISK, STAMPED F 18 RESET 1965,
 BJ0791'PROJECTS 4-INCHES.
 BJ0791
 BJ0791                          STATION RECOVERY (1976)
 BJ0791
 BJ0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0791'0.2 MILE NORTH ALONG STATE HIGHWAY 77 FROM THE INTERSTATE HIGHWAY
 BJ0791'10 WEST BOUND LANES OVERPASS, THENCE 0.7 MILE WEST ALONG A TRACK
 BJ0791'ROAD ON AN OLD RAILROAD GRADE, AT THE CROSSING OF THE TEXAS AND
 BJ0791'PACIFIC RAILROAD, 44 FT SOUTH OF THE CENTER LINE OF THE ROAD, 44.9
 BJ0791'FT SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 90 FT SOUTH
 BJ0791'OF A TELEPHONE POLE, 11 FT SOUTHWEST OF A TELEPHONE POLE, 2 FT NORTH
 BJ0791'OF AN EAST GATE POST.
 BJ0791
 BJ0791                          STATION RECOVERY (1990)
 BJ0791
 BJ0791'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1858 ***********************************************************************
 CQ1858  DESIGNATION -  F 180
 CQ1858  PID         -  CQ1858
 CQ1858  STATE/COUNTY-  LA/BOSSIER
 CQ1858  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1858
 CQ1858                         *CURRENT SURVEY CONTROL
 CQ1858  ___________________________________________________________________
 CQ1858* NAD 83(1986)-  32 59 27.     (N)    093 40 40.     (W)     SCALED    
 CQ1858* NAVD 88     -        80.702  (meters)     264.77   (feet)  ADJUSTED  
 CQ1858  ___________________________________________________________________
 CQ1858  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CQ1858  DYNAMIC HT  -          80.614 (meters)     264.48  (feet)  COMP
 CQ1858  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 CQ1858
 CQ1858  VERT ORDER  -  FIRST     CLASS II
 CQ1858
 CQ1858.The horizontal coordinates were scaled from a topographic map and have
 CQ1858.an estimated accuracy of +/- 6 seconds.
 CQ1858
 CQ1858.The orthometric height was determined by differential leveling
 CQ1858.and adjusted by the National Geodetic Survey in June 1991..
 CQ1858
 CQ1858.The geoid height was determined by GEOID03.
 CQ1858
 CQ1858.The dynamic height is computed by dividing the NAVD 88
 CQ1858.geopotential number by the normal gravity value computed on the
 CQ1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1858.degrees latitude (g = 980.6199 gals.).
 CQ1858
 CQ1858.The modeled gravity was interpolated from observed gravity values.
 CQ1858
 CQ1858;                    North         East    Units  Estimated Accuracy
 CQ1858;SPC LA N     -   276,790.      889,910.      MT  (+/- 180 meters Scaled)
 CQ1858
 CQ1858                          SUPERSEDED SURVEY CONTROL
 CQ1858
 CQ1858  NGVD 29 (??/??/??)   80.765  (m)          264.98   (f) ADJUSTED    1 2
 CQ1858
 CQ1858.Superseded values are not recommended for survey control.
 CQ1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1858.See file dsdata.txt to determine how the superseded data were derived.
 CQ1858
 CQ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS366504(NAD 83)
 CQ1858_MARKER: DB = BENCH MARK DISK
 CQ1858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1858_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1858_STAMPING: F 180 1960
 CQ1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1858
 CQ1858  HISTORY     - Date     Condition        Report By
 CQ1858  HISTORY     - 1961     MONUMENTED       CGS
 CQ1858  HISTORY     - 1969     GOOD             LADH
 CQ1858
 CQ1858                          STATION DESCRIPTION
 CQ1858
 CQ1858'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1858'6.2 MI N FROM PLAIN DEALING.
 CQ1858'ABOUT 6.2 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 CQ1858'STATION AT PLAIN DEALING, 38 FEET SOUTHWEST OF MILEPOST 416, 47 FEET
 CQ1858'WEST OF THE WEST RAIL, 1/2  FOOT EAST OF A FENCE, 0.6 FOOT WEST OF A
 CQ1858'METAL WITNESS POST, ABOUT 6 FEET BELOW THE TRACKS, AND ON TOP OF AN
 CQ1858'IRON PIPE PROJECTING 10 INCHES. SEC 14, T 23N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1178 ***********************************************************************
 BK1178  DESIGNATION -  F 181
 BK1178  PID         -  BK1178
 BK1178  STATE/COUNTY-  LA/EVANGELINE
 BK1178  USGS QUAD   -  BEAVER (1968)
 BK1178
 BK1178                         *CURRENT SURVEY CONTROL
 BK1178  ___________________________________________________________________
 BK1178* NAD 83(1986)-  30 46 21.     (N)    092 32 53.     (W)     SCALED    
 BK1178* NAVD 88     -        30.68   (+/-2cm)     100.7    (feet)  VERTCON   
 BK1178  ___________________________________________________________________
 BK1178  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1178
 BK1178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1178
 BK1178.The horizontal coordinates were scaled from a topographic map and have
 BK1178.an estimated accuracy of +/- 6 seconds.
 BK1178
 BK1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1178.The vertical order pertains to the NGVD 29 superseded value.
 BK1178
 BK1178.The geoid height was determined by GEOID03.
 BK1178
 BK1178;                    North         East    Units  Estimated Accuracy
 BK1178;SPC LA S     -   252,520.      883,720.      MT  (+/- 180 meters Scaled)
 BK1178
 BK1178                          SUPERSEDED SURVEY CONTROL
 BK1178
 BK1178  NGVD 29 (??/??/??)   30.648  (m)          100.55   (f) ADJUSTED    2 0
 BK1178
 BK1178.Superseded values are not recommended for survey control.
 BK1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1178.See file dsdata.txt to determine how the superseded data were derived.
 BK1178
 BK1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ432044(NAD 83)
 BK1178_MARKER: DB = BENCH MARK DISK
 BK1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1178_STAMPING: F 181 1960
 BK1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1178+STABILITY: SURFACE MOTION
 BK1178
 BK1178  HISTORY     - Date     Condition        Report By
 BK1178  HISTORY     - 1960     MONUMENTED       CGS
 BK1178  HISTORY     - 1961     GOOD             CGS
 BK1178
 BK1178                          STATION DESCRIPTION
 BK1178
 BK1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1178'8.3 MI SE FROM OAKDALE.
 BK1178'ABOUT 8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1178'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 26, T 3 S, R 2 W, 60
 BK1178'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 177 FEET SOUTHWEST
 BK1178'OF AND ACROSS THE HIGHWAY FROM THE MORE SOUTHERLY ONE OF TWO POWER
 BK1178'POLES, 50 FEET SOUTHEAST OF THE SOUTHWEST END OF A CONCRETE DRAINAGE
 BK1178'PIPE UNDER THE HIGHWAY, 27 FEET SOUTHWEST OF A POWER POLE, 1.3 FEET
 BK1178'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 BK1178'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1183 ***********************************************************************
 BX1183  DESIGNATION -  F 182
 BX1183  PID         -  BX1183
 BX1183  STATE/COUNTY-  LA/VERNON
 BX1183  USGS QUAD   -  LACAMP (1978)
 BX1183
 BX1183                         *CURRENT SURVEY CONTROL
 BX1183  ___________________________________________________________________
 BX1183* NAD 83(1986)-  31 08 48.     (N)    092 52 43.     (W)     SCALED    
 BX1183* NAVD 88     -        74.88   (+/-2cm)     245.7    (feet)  VERTCON   
 BX1183  ___________________________________________________________________
 BX1183  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX1183
 BX1183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1183
 BX1183.The horizontal coordinates were scaled from a topographic map and have
 BX1183.an estimated accuracy of +/- 6 seconds.
 BX1183
 BX1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1183.The vertical order pertains to the NGVD 29 superseded value.
 BX1183
 BX1183.The geoid height was determined by GEOID03.
 BX1183
 BX1183;                    North         East    Units  Estimated Accuracy
 BX1183;SPC LA N     -    71,760.      963,900.      MT  (+/- 180 meters Scaled)
 BX1183
 BX1183                          SUPERSEDED SURVEY CONTROL
 BX1183
 BX1183  NGVD 29 (??/??/??)   74.904  (m)          245.75   (f) ADJUSTED    2 0
 BX1183
 BX1183.Superseded values are not recommended for survey control.
 BX1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1183.See file dsdata.txt to determine how the superseded data were derived.
 BX1183
 BX1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ115458(NAD 83)
 BX1183_MARKER: DB = BENCH MARK DISK
 BX1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1183_SP_SET: CULVERT
 BX1183_STAMPING: F 182 1961
 BX1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1183
 BX1183  HISTORY     - Date     Condition        Report By
 BX1183  HISTORY     - 1961     MONUMENTED       CGS
 BX1183  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1183  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1183
 BX1183                          STATION DESCRIPTION
 BX1183
 BX1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1183'8.35 MI W FROM HINESTON.
 BX1183'ABOUT 8.35 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF THE
 BX1183'HIGHWAY AND STATE HIGHWAY 112 AT HINESTON, IN SECTION 16, T 2 N, R 5
 BX1183'W, 0.2 MILE WEST OF A FARMHOUSE ON THE CREST OF A HILL ON THE NORTH
 BX1183'SIDE OF THE HIGHWAY, 14 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX1183'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD
 BX1183'WALL OF A CONCRETE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 BX1183
 BX1183                          STATION RECOVERY (1994)
 BX1183
 BX1183'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1183'MARK NOT FOUND.
 BX1183
 BX1183                          STATION RECOVERY (2001)
 BX1183
 BX1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1196 ***********************************************************************
 BX1196  DESIGNATION -  F 183
 BX1196  PID         -  BX1196
 BX1196  STATE/COUNTY-  LA/VERNON
 BX1196  USGS QUAD   -  AFEMAN (1978)
 BX1196
 BX1196                         *CURRENT SURVEY CONTROL
 BX1196  ___________________________________________________________________
 BX1196* NAD 83(1986)-  31 04 40.     (N)    092 51 36.     (W)     SCALED    
 BX1196* NAVD 88     -        65.78   (+/-2cm)     215.8    (feet)  VERTCON   
 BX1196  ___________________________________________________________________
 BX1196  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX1196
 BX1196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1196
 BX1196.The horizontal coordinates were scaled from a topographic map and have
 BX1196.an estimated accuracy of +/- 6 seconds.
 BX1196
 BX1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1196.The vertical order pertains to the NGVD 29 superseded value.
 BX1196
 BX1196.The geoid height was determined by GEOID03.
 BX1196
 BX1196;                    North         East    Units  Estimated Accuracy
 BX1196;SPC LA N     -    64,120.      965,650.      MT  (+/- 180 meters Scaled)
 BX1196
 BX1196                          SUPERSEDED SURVEY CONTROL
 BX1196
 BX1196  NGVD 29 (??/??/??)   65.810  (m)          215.91   (f) ADJUSTED    2 0
 BX1196
 BX1196.Superseded values are not recommended for survey control.
 BX1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1196.See file dsdata.txt to determine how the superseded data were derived.
 BX1196
 BX1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ133382(NAD 83)
 BX1196_MARKER: DB = BENCH MARK DISK
 BX1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1196_STAMPING: F 183 1961
 BX1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1196+STABILITY: SURFACE MOTION
 BX1196
 BX1196  HISTORY     - Date     Condition        Report By
 BX1196  HISTORY     - 1961     MONUMENTED       CGS
 BX1196  HISTORY     - 20010331 GOOD             NGS
 BX1196
 BX1196                          STATION DESCRIPTION
 BX1196
 BX1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1196'8.8 MI SW FROM HINESTON.
 BX1196'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 BX1196'STATE HIGHWAYS 112 AND 28 AT HINESTON, THENCE 6.25 MILES SOUTHWEST
 BX1196'ALONG STATE HIGHWAY 463, 0.1 MILE NORTHEAST OF A BRIDGE, 0.1 MILE
 BX1196'SOUTHWEST OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING
 BX1196'SOUTHEAST, IN SECTION 11, T 1 N, R 5 W, 53 FEET SOUTHEAST OF THE
 BX1196'CENTER LINE OF THE HIGHWAY, 26 FEET NORTHEAST OF THE EXTENDED CENTER
 BX1196'LINE OF A GRAVELED ROAD LEADING NORTHWEST, 86 FEET NORTHEAST OF A
 BX1196'CORNER FENCE POST, 2 FEET NORTHWEST OF A WOVEN-WIRE FENCE, ABOUT 1 1/2
 BX1196'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1196'POST PROJECTING 4 INCHES.
 BX1196
 BX1196                          STATION RECOVERY (2001)
 BX1196
 BX1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1196'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1535 ***********************************************************************
 BJ1535  DESIGNATION -  F 19
 BJ1535  PID         -  BJ1535
 BJ1535  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1535  USGS QUAD   -  MANCHAC (1979)
 BJ1535
 BJ1535                         *CURRENT SURVEY CONTROL
 BJ1535  ___________________________________________________________________
 BJ1535* NAD 83(1986)-  30 19 35.     (N)    090 24 30.     (W)     SCALED    
 BJ1535* NAVD 88     -         2.326  (meters)       7.63   (feet)  ADJUSTED  
 BJ1535  ___________________________________________________________________
 BJ1535  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ1535  DYNAMIC HT  -           2.323 (meters)       7.62  (feet)  COMP
 BJ1535  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ1535
 BJ1535  VERT ORDER  -  FIRST     CLASS I
 BJ1535
 BJ1535.The horizontal coordinates were scaled from a topographic map and have
 BJ1535.an estimated accuracy of +/- 6 seconds.
 BJ1535
 BJ1535.The orthometric height was determined by differential leveling
 BJ1535.and adjusted by the National Geodetic Survey in February 1994..
 BJ1535
 BJ1535.The geoid height was determined by GEOID03.
 BJ1535
 BJ1535.The dynamic height is computed by dividing the NAVD 88
 BJ1535.geopotential number by the normal gravity value computed on the
 BJ1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1535.degrees latitude (g = 980.6199 gals.).
 BJ1535
 BJ1535.The modeled gravity was interpolated from observed gravity values.
 BJ1535
 BJ1535;                    North         East    Units  Estimated Accuracy
 BJ1535;SPC LA S     -   202,810.    1,088,950.      MT  (+/- 180 meters Scaled)
 BJ1535
 BJ1535                          SUPERSEDED SURVEY CONTROL
 BJ1535
 BJ1535  NAVD 88 (06/15/91)    2.376  (m)            7.80   (f) UNKNOWN     1 1
 BJ1535  NGVD 29 (??/??/??)    2.360  (m)            7.74   (f) ADJUSTED    1 1
 BJ1535
 BJ1535.Superseded values are not recommended for survey control.
 BJ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1535.See file dsdata.txt to determine how the superseded data were derived.
 BJ1535
 BJ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP491578(NAD 83)
 BJ1535_MARKER: DB = BENCH MARK DISK
 BJ1535_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1535_SP_SET: FOOTING
 BJ1535_STAMPING: F 19 1934 8.215
 BJ1535_MARK LOGO: CGS   
 BJ1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1535+STABILITY: SURFACE MOTION
 BJ1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1535+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1535
 BJ1535  HISTORY     - Date     Condition        Report By
 BJ1535  HISTORY     - 1934     MONUMENTED       CGS
 BJ1535  HISTORY     - 1969     GOOD             CGS
 BJ1535  HISTORY     - 1986     GOOD             NGS
 BJ1535  HISTORY     - 19920617 GOOD             NGS
 BJ1535
 BJ1535                          STATION DESCRIPTION
 BJ1535
 BJ1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1535'2.6 MI N FROM MANCHAC.
 BJ1535'ABOUT 2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1535'NORTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.15 MILE NORTH
 BJ1535'OF MILEPOST 872, SET ON THE TOP OF THE SOUTHEAST CORNER OF THE
 BJ1535'CONCRETE FOUNDATION FOR AN ABANDONED SIGNAL BASE, ACROSS THE TRACK
 BJ1535'FROM THE 5TH TELEPHONE POLE NORTH OF THE MILEPOST, 7.2 FEET WEST OF
 BJ1535'THE WEST RAIL AND LEVEL WITH THE TRACK.  SEC 28, T 8S, R 8E.
 BJ1535
 BJ1535                          STATION RECOVERY (1986)
 BJ1535
 BJ1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1535'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE WITH THE
 BJ1535'FOLLOWING CORRECTION.  DELETE ACROSS THE TRACK FROM THE 5TH TELEPHONE
 BJ1535'POLE NORTH OF THE MILEPOST.
 BJ1535
 BJ1535                          STATION RECOVERY (1992)
 BJ1535
 BJ1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1535'13.0 KM (8.05 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1535'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, NEAR THE SOUTHEAST
 BJ1535'CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL REMOVED)
 BJ1535', 150.0 M (492.1 FT) NORTHWEST OF MILEPOST 872, 3.9 M (12.8 FT)
 BJ1535'SOUTHWEST OF THE NEAR RAIL, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BJ1535'TRACK, AND THE FOOTING PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 BJ1535'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1019 ***********************************************************************
 BJ1019  DESIGNATION -  F 197
 BJ1019  PID         -  BJ1019
 BJ1019  STATE/COUNTY-  LA/IBERVILLE
 BJ1019  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1019
 BJ1019                         *CURRENT SURVEY CONTROL
 BJ1019  ___________________________________________________________________
 BJ1019* NAD 83(1986)-  30 17 57.     (N)    091 13 23.     (W)     SCALED    
 BJ1019* NAVD 88     -         8.541  (meters)      28.02   (feet)  ADJUSTED  
 BJ1019  ___________________________________________________________________
 BJ1019  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1019  DYNAMIC HT  -           8.529 (meters)      27.98  (feet)  COMP
 BJ1019  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 BJ1019
 BJ1019  VERT ORDER  -  FIRST     CLASS I
 BJ1019
 BJ1019.The horizontal coordinates were scaled from a topographic map and have
 BJ1019.an estimated accuracy of +/- 6 seconds.
 BJ1019
 BJ1019.The orthometric height was determined by differential leveling
 BJ1019.and adjusted by the National Geodetic Survey in February 1994..
 BJ1019
 BJ1019.The geoid height was determined by GEOID03.
 BJ1019
 BJ1019.The dynamic height is computed by dividing the NAVD 88
 BJ1019.geopotential number by the normal gravity value computed on the
 BJ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1019.degrees latitude (g = 980.6199 gals.).
 BJ1019
 BJ1019.The modeled gravity was interpolated from observed gravity values.
 BJ1019
 BJ1019;                    North         East    Units  Estimated Accuracy
 BJ1019;SPC LA S     -   199,430.    1,010,610.      MT  (+/- 180 meters Scaled)
 BJ1019
 BJ1019                          SUPERSEDED SURVEY CONTROL
 BJ1019
 BJ1019  NGVD 29 (??/??/??)    8.586  (m)           28.17   (f) ADJUSTED    1 1
 BJ1019
 BJ1019.Superseded values are not recommended for survey control.
 BJ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1019.See file dsdata.txt to determine how the superseded data were derived.
 BJ1019
 BJ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP708532(NAD 83)
 BJ1019_MARKER: DB = BENCH MARK DISK
 BJ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1019_SP_SET: CONCRETE POST
 BJ1019_STAMPING: F 197 1964
 BJ1019_MARK LOGO: CGS   
 BJ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1019+STABILITY: SURFACE MOTION
 BJ1019
 BJ1019  HISTORY     - Date     Condition        Report By
 BJ1019  HISTORY     - 1964     MONUMENTED       CGS
 BJ1019  HISTORY     - 1964     GOOD             CGS
 BJ1019  HISTORY     - 1976     GOOD             NGS
 BJ1019  HISTORY     - 1986     GOOD             NGS
 BJ1019
 BJ1019                          STATION DESCRIPTION
 BJ1019
 BJ1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1019'8.15 MI NW FROM SAINT GABRIEL.
 BJ1019'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1019'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 3.25 MILES NORTHWEST ALONG
 BJ1019'STATE HIGHWAY 75, THENCE 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 991,
 BJ1019'ABOUT 1.2 MILES NORTHWEST OF THE FERRY LANDING, 43 FEET NORTHEAST OF
 BJ1019'THE CENTER LINE OF THE HIGHWAY, NEAR THE SOUTHWEST CORNER OF A YARD,
 BJ1019'115 FEET SOUTHWEST OF THE WEST CORNER OF A HOUSE, 12 1/2 FEET
 BJ1019'NORTHEAST OF POWER LINE POLE NO. 76, 9 FEET NORTH OF A FENCE CORNER,
 BJ1019'17 1/2 FEET SOUTH OF A 10-INCH MULBERRY TREE, 1 1/2 FEET SOUTH OF A
 BJ1019'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 BJ1019'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1019
 BJ1019                          STATION RECOVERY (1964)
 BJ1019
 BJ1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1019'RECOVERED IN GOOD CONDITION.
 BJ1019
 BJ1019                          STATION RECOVERY (1976)
 BJ1019
 BJ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1019'7.2 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH STATE
 BJ1019'HIGHWAY 74, THENCE 1.2 MILE NORTHWEST ALONG STATE HIGHWAY 991, 45 FT
 BJ1019'EAST OF THE CENTER LINE OF THE HIGHWAY, 120 FT WEST OF THE NORTHWEST
 BJ1019'CORNER OF A BRICK HOUSE, 13 FT NORTHEAST OF POWER POLE NUMBER 76 WITH
 BJ1019'TRANSFORMER, 17.5 FT SOUTH OF A 15 INCH MULBERRY TREE, 70 FT NORTH OF
 BJ1019'THE CENTER LINE OF THE DRIVEWAY, ALSO 7.95 MILE SOUTHWEST OF BURTVILLE
 BJ1019
 BJ1019                          STATION RECOVERY (1986)
 BJ1019
 BJ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0218 ***********************************************************************
 AU0218  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0218  DESIGNATION -  F 198
 AU0218  PID         -  AU0218
 AU0218  STATE/COUNTY-  LA/ST MARY
 AU0218  USGS QUAD   -  MORGAN CITY (1994)
 AU0218
 AU0218                         *CURRENT SURVEY CONTROL
 AU0218  ___________________________________________________________________
 AU0218* NAD 83(1992)-  29 41 38.76792(N)    091 12 16.07405(W)     ADJUSTED  
 AU0218* NAVD 88     -         2.38 **(meters)       7.8  **(feet)  GPS OBS(2004.65)
 AU0218  **This station is located in a subsidence area (see below).
 AU0218  ___________________________________________________________________
 AU0218  EPOCH DATE  -        2004.65
 AU0218  X           -    -116,560.104 (meters)                     COMP
 AU0218  Y           -  -5,543,887.214 (meters)                     COMP
 AU0218  Z           -   3,140,951.321 (meters)                     COMP
 AU0218  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU0218  ELLIP HEIGHT-         -23.16  (meters)          (06/22/05) GPS OBS
 AU0218  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU0218  DYNAMIC HT  -           2.38  (meters)       7.8   (feet)  COMP
 AU0218  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 AU0218
 AU0218  HORZ ORDER  -  B
 AU0218  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU0218  ELLP ORDER  -  FOURTH    CLASS I
 AU0218
 AU0218.The horizontal coordinates were established by GPS observations
 AU0218.and adjusted by the National Geodetic Survey in June 2005..
 AU0218.The horizontal coordinates are valid at the epoch date displayed above.
 AU0218.The epoch date for horizontal control is a decimal equivalence
 AU0218.of Year/Month/Day.
 AU0218
 AU0218 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0218 ** and geoid heights are valid at the date of observation. These heights
 AU0218 ** must always be validated when used as control.
 AU0218 ** The orthometric height was determined by GPS observations using
 AU0218 ** precise GPS observation and processing techniques and a new
 AU0218 ** realization of GEOID03. It supersedes the leveled height previously
 AU0218 ** determined for this station.
 AU0218 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0218 ** epoch indicated which incorporates improved geoid heights for the
 AU0218 ** Southern Louisiana Subsidence area.
 AU0218 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0218.The orthometric height was determined by GPS observations and a
 AU0218.high-resolution geoid model using precise GPS observation and
 AU0218.processing techniques. It supersedes the leveled height previously
 AU0218.determined for this station.
 AU0218.WARNING-GPS observations at this control monument resulted in a GPS
 AU0218.derived orthometric height which differed from the leveled height by
 AU0218.more than one decimeter (0.1 meter).
 AU0218.The vertical order pertains to the first NAVD 88 superseded value.
 AU0218
 AU0218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0218
 AU0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0218
 AU0218.The ellipsoidal height was determined by GPS observations
 AU0218.and is referenced to NAD 83.
 AU0218
 AU0218.The geoid height was determined by GEOID03.
 AU0218
 AU0218.The dynamic height is computed by dividing the NAVD 88
 AU0218.geopotential number by the normal gravity value computed on the
 AU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0218.degrees latitude (g = 980.6199 gals.).
 AU0218
 AU0218.The modeled gravity was interpolated from observed gravity values.
 AU0218
 AU0218;                    North         East     Units Scale Factor Converg.
 AU0218;SPC LA S     -   132,367.050 1,012,471.231   MT  0.99993999   +0 03 52.0
 AU0218;SPC LA S     -   434,274.23  3,321,749.36   sFT  0.99993999   +0 03 52.0
 AU0218;UTM  15      - 3,286,238.857   673,718.426   MT  0.99997236   +0 53 22.8
 AU0218
 AU0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0218!SPC LA S     -   1.00000364  x   0.99993999  =   0.99994363
 AU0218!UTM  15      -   1.00000364  x   0.99997236  =   0.99997600
 AU0218
 AU0218                          SUPERSEDED SURVEY CONTROL
 AU0218
 AU0218  NAVD 88 (02/14/94)    2.605  (m)            8.55   (f) ADJUSTED    1 1
 AU0218  NAVD 88 (06/15/91)    2.634  (m)            8.64   (f) UNKNOWN     1 1
 AU0218  NGVD 29 (??/??/??)    2.681  (m)            8.80   (f) ADJUSTED    1 1
 AU0218
 AU0218.Superseded values are not recommended for survey control.
 AU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0218.See file dsdata.txt to determine how the superseded data were derived.
 AU0218
 AU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7371886239(NAD 83)
 AU0218_MARKER: DB = BENCH MARK DISK
 AU0218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU0218_SP_SET: COPPER-CLAD STEEL ROD
 AU0218_STAMPING: F 198 1964
 AU0218_MARK LOGO: CGS   
 AU0218_PROJECTION: RECESSED 5 CENTIMETERS
 AU0218_MAGNETIC: I = MARKER IS A STEEL ROD
 AU0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0218+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AU0218_ROD/PIPE-DEPTH: 24.4 meters
 AU0218
 AU0218  HISTORY     - Date     Condition        Report By
 AU0218  HISTORY     - 1964     MONUMENTED       CGS
 AU0218  HISTORY     - 1969     GOOD             CGS
 AU0218  HISTORY     - 1976     GOOD             NGS
 AU0218  HISTORY     - 19930304 GOOD             NGS
 AU0218  HISTORY     - 20040426 GOOD             NGS
 AU0218  HISTORY     - 20051014 GOOD             NGS
 AU0218
 AU0218                          STATION DESCRIPTION
 AU0218
 AU0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0218'IN MORGAN CITY.
 AU0218'AT MORGAN CITY, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE
 AU0218'CROSSING OF FEDERAL AVENUE, IN THE MEDIAN OF THE AVENUE, ABOUT 4 1/2
 AU0218'RAILS WEST OF THE SOUTHWEST END OF THE RAILROAD STATION BUILDING, 59
 AU0218'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE SOUTHEAST BOUND
 AU0218'LANE OF THE AVENUE AND THE TRACK, 35.2 FEET SOUTH OF THE SOUTH RAIL,
 AU0218'30 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST BOUND LANE OF
 AU0218'THE AVENUE, 2 1/2 FEET NORTHWEST OF A TELEGRAPH POLE, 1 FOOT NORTHWEST
 AU0218'OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 AU0218'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 AU0218'GROUND AND PROTECTED BY A 5 INCH METAL PIPE WHICH PROJECTS 1 INCH
 AU0218'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 80
 AU0218'FEET.
 AU0218
 AU0218                          STATION RECOVERY (1976)
 AU0218
 AU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0218'AT MORGAN CITY, AT THE JUNCTION OF FEDERAL AVENUE AND UNION STREET
 AU0218'150.3 FT. (4.5 RAILS) WEST OF THE NORTHWEST CORNER OF THE SOUTHERN
 AU0218'PACIFIC COMPANY RAILROAD STATION, 30 FT. SOUTHWEST OF THE CENTER
 AU0218'LINE OF THE NORTHEAST LANES OF THE AVENUE, 36 FT. NORTHWEST OF THE
 AU0218'CENTER LINE OF THE STREET, 35.4 FT. SOUTH OF THE SOUTH RAIL OF THE
 AU0218'TRACK, 2.5 FT. NORTH OF A TELEPHONE POLE, THE DISK IS FLUSH WITH THE
 AU0218'GROUND.
 AU0218
 AU0218                          STATION RECOVERY (1993)
 AU0218
 AU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0218'IN MORGAN CITY, AT THE INTERSECTION OF FEDERAL AVENUE AND THE
 AU0218'SOUTHERN PACIFIC RAILROAD, IN A MEDIAN OF THE AVENUE, 11.3 M (37.1
 AU0218'FT) SOUTHEAST OF THE NEAR RAIL, 10.7 M (35.1 FT) NORTHWEST OF THE
 AU0218'CENTER OF UNION STREET, 8.9 M (29.2 FT) SOUTHWEST OF THE CENTER OF
 AU0218'THE NORTHBOUND LANE OF THE AVENUE, 8.6 M (28.2 FT) NORTHEAST OF THE
 AU0218'CENTER OF THE SOUTHBOUND LANE OF THE AVENUE, 4.9 M (16.1 FT)
 AU0218'SOUTHEAST OF THE VENT PIPE OF A PIPELINE, 0.6 M (2.0 FT) NORTHWEST OF
 AU0218'A UTILITY POLE WITH A WITNESS SIGN ATTACHED, AND 0.3 M (1.0 FT) ABOVE
 AU0218'THE LEVEL OF THE AVENUE.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL
 AU0218'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 AU0218
 AU0218                          STATION RECOVERY (2004)
 AU0218
 AU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU0218'RECOVERED AS DESCRIBED.
 AU0218
 AU0218                          STATION RECOVERY (2005)
 AU0218
 AU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AU0218'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  1.O M SOUTH OF A
 AU0218'METAL POST WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1772 ***********************************************************************
 BJ1772  DESIGNATION -  F 20
 BJ1772  PID         -  BJ1772
 BJ1772  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1772  USGS QUAD   -  ROSELAND (1981)
 BJ1772
 BJ1772                         *CURRENT SURVEY CONTROL
 BJ1772  ___________________________________________________________________
 BJ1772* NAD 83(1986)-  30 49 16.     (N)    090 30 37.     (W)     SCALED    
 BJ1772* NAVD 88     -        46.060  (meters)     151.12   (feet)  ADJUSTED  
 BJ1772  ___________________________________________________________________
 BJ1772  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1772  DYNAMIC HT  -          46.000 (meters)     150.92  (feet)  COMP
 BJ1772  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ1772
 BJ1772  VERT ORDER  -  FIRST     CLASS II
 BJ1772
 BJ1772.The horizontal coordinates were scaled from a topographic map and have
 BJ1772.an estimated accuracy of +/- 6 seconds.
 BJ1772
 BJ1772.The orthometric height was determined by differential leveling
 BJ1772.and adjusted by the National Geodetic Survey in February 1994..
 BJ1772
 BJ1772.The geoid height was determined by GEOID03.
 BJ1772
 BJ1772.The dynamic height is computed by dividing the NAVD 88
 BJ1772.geopotential number by the normal gravity value computed on the
 BJ1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1772.degrees latitude (g = 980.6199 gals.).
 BJ1772
 BJ1772.The modeled gravity was interpolated from observed gravity values.
 BJ1772
 BJ1772;                    North         East    Units  Estimated Accuracy
 BJ1772;SPC LA S     -   257,570.    1,078,750.      MT  (+/- 180 meters Scaled)
 BJ1772
 BJ1772                          SUPERSEDED SURVEY CONTROL
 BJ1772
 BJ1772  NAVD 88 (06/15/91)   46.103  (m)          151.26   (f) UNKNOWN     1 2
 BJ1772  NGVD 29 (??/??/??)   46.086  (m)          151.20   (f) ADJUSTED    1 2
 BJ1772
 BJ1772.Superseded values are not recommended for survey control.
 BJ1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1772.See file dsdata.txt to determine how the superseded data were derived.
 BJ1772
 BJ1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ381124(NAD 83)
 BJ1772_MARKER: DB = BENCH MARK DISK
 BJ1772_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1772_SP_SET: BRIDGE ABUTMENT
 BJ1772_STAMPING: F 20 1934 151.410
 BJ1772_MARK LOGO: CGS   
 BJ1772_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1772+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1772
 BJ1772  HISTORY     - Date     Condition        Report By
 BJ1772  HISTORY     - 1934     MONUMENTED       CGS
 BJ1772  HISTORY     - 1969     GOOD             CGS
 BJ1772  HISTORY     - 1984     GOOD             LADTD
 BJ1772  HISTORY     - 19920611 GOOD             NGS
 BJ1772
 BJ1772                          STATION DESCRIPTION
 BJ1772
 BJ1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1772'3.65 MI S FROM TANGIPAHOA.
 BJ1772'ABOUT 3.65 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1772'CROSSING OF STATE HIGHWAY 440 AT TANGIPAHOA, 0.1 MILE SOUTH OF THE
 BJ1772'STA. SIGN AT FLUKER, NEAR MILEPOST 837, SET ON THE TOP OF THE WEST END
 BJ1772'OF THE NORTH CONCRETE ABUTMENT FOR A 62-FOOT CONCRETE BRIDGE WITH
 BJ1772'3-PARTITION UNDER THE TRACK, 68 FEET SOUTH OF MILEPOST 837, 10 FEET
 BJ1772'WEST OF THE WEST RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BJ1772
 BJ1772                          STATION RECOVERY (1984)
 BJ1772
 BJ1772'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1772'THE MARK IS 0.30 M BELOW RAILROAD TRACKS.
 BJ1772'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.5 KM
 BJ1772'(0.3 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51 FROM THE POST
 BJ1772'OFFICE IN FLUKER TO THE BENCH MARK ON THE LEFT ON THE RAILROAD TRACKS,
 BJ1772'SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT,
 BJ1772'23.2 METERS (76 FT) SOUTH OF MILE POST 837, AND 9.8 METERS (32 FT)
 BJ1772'NORTHWEST OF THE CENTER OF RAILROAD BRIDGE.
 BJ1772'THE MARK IS 3.05 METERS  W FROM  THE WEST RAIL
 BJ1772
 BJ1772                          STATION RECOVERY (1992)
 BJ1772
 BJ1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1772'0.2 KM (0.10 MI) WESTERLY ALONG MULLBERRY STREET FROM THE POST OFFICE
 BJ1772'IN AMITE, THENCE 10.4 KM (6.45 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BJ1772'IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH
 BJ1772'CONCRETE ABUTMENT OF AN ILLINOIS CENTRAL RAILROAD BRIDGE SPANNING A
 BJ1772'CREEK, 46.5 M (152.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 21.0
 BJ1772'M (68.9 FT) SOUTHWEST OF MILEPOST 837, 7.4 M (24.3 FT) WEST OF THE
 BJ1772'NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0720 ***********************************************************************
 BJ0720  DESIGNATION -  F 204
 BJ0720  PID         -  BJ0720
 BJ0720  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0720  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0720
 BJ0720                         *CURRENT SURVEY CONTROL
 BJ0720  ___________________________________________________________________
 BJ0720* NAD 83(1986)-  30 28 39.     (N)    091 14 39.     (W)     SCALED    
 BJ0720* NAVD 88     -         6.649  (meters)      21.81   (feet)  ADJUSTED  
 BJ0720  ___________________________________________________________________
 BJ0720  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0720  DYNAMIC HT  -           6.640 (meters)      21.78  (feet)  COMP
 BJ0720  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ0720
 BJ0720  VERT ORDER  -  FIRST     CLASS I
 BJ0720
 BJ0720.The horizontal coordinates were scaled from a topographic map and have
 BJ0720.an estimated accuracy of +/- 6 seconds.
 BJ0720
 BJ0720.The orthometric height was determined by differential leveling
 BJ0720.and adjusted by the National Geodetic Survey in February 1994..
 BJ0720
 BJ0720.The geoid height was determined by GEOID03.
 BJ0720
 BJ0720.The dynamic height is computed by dividing the NAVD 88
 BJ0720.geopotential number by the normal gravity value computed on the
 BJ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0720.degrees latitude (g = 980.6199 gals.).
 BJ0720
 BJ0720.The modeled gravity was interpolated from observed gravity values.
 BJ0720
 BJ0720;                    North         East    Units  Estimated Accuracy
 BJ0720;SPC LA S     -   219,200.    1,008,560.      MT  (+/- 180 meters Scaled)
 BJ0720
 BJ0720                          SUPERSEDED SURVEY CONTROL
 BJ0720
 BJ0720  NAVD 88 (06/15/91)    6.685  (m)           21.93   (f) UNKNOWN     1 1
 BJ0720  NGVD 29 (??/??/??)    6.651  (m)           21.82   (f) ADJUSTED    1 1
 BJ0720
 BJ0720.Superseded values are not recommended for survey control.
 BJ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0720.See file dsdata.txt to determine how the superseded data were derived.
 BJ0720
 BJ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP685730(NAD 83)
 BJ0720_MARKER: DB = BENCH MARK DISK
 BJ0720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0720_SP_SET: HEADWALL
 BJ0720_STAMPING: F 204 1964
 BJ0720_MARK LOGO: CGS   
 BJ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0720+STABILITY: SURFACE MOTION
 BJ0720
 BJ0720  HISTORY     - Date     Condition        Report By
 BJ0720  HISTORY     - 1964     MONUMENTED       CGS
 BJ0720  HISTORY     - 1976     GOOD             NGS
 BJ0720  HISTORY     - 1986     GOOD             NGS
 BJ0720
 BJ0720                          STATION DESCRIPTION
 BJ0720
 BJ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0720'0.65 MI SE FROM KAHNS.
 BJ0720'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 415 FROM THE STATE HIGHWAY
 BJ0720'415 OVERPASS OVER THE MISSOURI PACIFIC RAILROAD AT KAHNS, THENCE 0.45
 BJ0720'MILE EAST ALONG STATE ROAD 987-3, 21 FEET SOUTH OF THE CENTER LINE OF
 BJ0720'THE ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BJ0720'HEADWALL OF A LARGE CONCRETE CULVERT, ABOUT 1 1/2 FEET BELOW THE LEVEL
 BJ0720'OF THE ROAD.
 BJ0720
 BJ0720                          STATION RECOVERY (1976)
 BJ0720
 BJ0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0720'0.7 MILES NORTH ALONG STATE HIGHWAY 986 FRON JUNCTION WITH
 BJ0720'THIRD STREET AT PORT ALLEN, THENCE 2.55 MILES WEST ALONG
 BJ0720'STATE HIGHWAY 987-3, 0.4 MILES EAST OF JUNCTION OF STATE HIGHWAY
 BJ0720'415, 21 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP
 BJ0720'OF THE EAST END OF THE SOUTH HEADWALL OF A LARGE DOUBLE PIPE.
 BJ0720
 BJ0720                          STATION RECOVERY (1986)
 BJ0720
 BJ0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0021 ***********************************************************************
 BJ0021  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0021  DESIGNATION -  F 207
 BJ0021  PID         -  BJ0021
 BJ0021  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0021  USGS QUAD   -  INNIS (1994)
 BJ0021
 BJ0021                         *CURRENT SURVEY CONTROL
 BJ0021  ___________________________________________________________________
 BJ0021* NAD 83(1992)-  30 53 06.48829(N)    091 40 13.22525(W)     ADJUSTED  
 BJ0021* NAVD 88     -        14.41 **(meters)      47.3  **(feet)  GPS OBS(2004.65)
 BJ0021  **This station is located in a subsidence area (see below).
 BJ0021  ___________________________________________________________________
 BJ0021  X           -    -159,692.573 (meters)                     COMP
 BJ0021  Y           -  -5,476,200.253 (meters)                     COMP
 BJ0021  Z           -   3,254,964.503 (meters)                     COMP
 BJ0021  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ0021  ELLIP HEIGHT-         -12.78  (meters)          (05/09/05) GPS OBS
 BJ0021  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0021  DYNAMIC HT  -          14.40  (meters)      47.2   (feet)  COMP
 BJ0021  MODELED GRAV-     979,378.5   (mgal)                       NAVD 88
 BJ0021
 BJ0021  HORZ ORDER  -  B
 BJ0021  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0021  ELLP ORDER  -  FOURTH    CLASS II
 BJ0021
 BJ0021.The horizontal coordinates were established by GPS observations
 BJ0021.and adjusted by the National Geodetic Survey in May 2005..
 BJ0021
 BJ0021 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0021 ** and geoid heights are valid at the date of observation. These heights
 BJ0021 ** must always be validated when used as control.
 BJ0021 ** The orthometric height was determined by GPS observations using
 BJ0021 ** precise GPS observation and processing techniques and a new
 BJ0021 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0021 ** determined for this station.
 BJ0021 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0021 ** epoch indicated which incorporates improved geoid heights for the
 BJ0021 ** Southern Louisiana Subsidence area.
 BJ0021 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0021.The orthometric height was determined by GPS observations and a
 BJ0021.high-resolution geoid model using precise GPS observation and
 BJ0021.processing techniques. It supersedes the leveled height previously
 BJ0021.determined for this station.
 BJ0021.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0021.derived orthometric height which differed from the leveled height by
 BJ0021.more than one decimeter (0.1 meter).
 BJ0021.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0021
 BJ0021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0021
 BJ0021.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0021
 BJ0021.The ellipsoidal height was determined by GPS observations
 BJ0021.and is referenced to NAD 83.
 BJ0021
 BJ0021.The geoid height was determined by GEOID03.
 BJ0021
 BJ0021.The dynamic height is computed by dividing the NAVD 88
 BJ0021.geopotential number by the normal gravity value computed on the
 BJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0021.degrees latitude (g = 980.6199 gals.).
 BJ0021
 BJ0021.The modeled gravity was interpolated from observed gravity values.
 BJ0021
 BJ0021;                    North         East     Units Scale Factor Converg.
 BJ0021;SPC LA S     -   264,436.484   967,774.488   MT  1.00004461   -0 10 06.6
 BJ0021;SPC LA S     -   867,572.03  3,175,106.80   sFT  1.00004461   -0 10 06.6
 BJ0021;UTM  15      - 3,417,629.287   627,094.704   MT  0.99979925   +0 40 57.5
 BJ0021
 BJ0021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0021!SPC LA S     -   1.00000201  x   1.00004461  =   1.00004662
 BJ0021!UTM  15      -   1.00000201  x   0.99979925  =   0.99980126
 BJ0021
 BJ0021                          SUPERSEDED SURVEY CONTROL
 BJ0021
 BJ0021  NAVD 88 (02/14/94)   14.353  (m)           47.09   (f) ADJUSTED    1 1
 BJ0021  NAVD 88 (06/15/91)   14.382  (m)           47.18   (f) UNKNOWN     1 1
 BJ0021  NGVD 29 (??/??/??)   14.339  (m)           47.04   (f) ADJUSTED    1 1
 BJ0021
 BJ0021.Superseded values are not recommended for survey control.
 BJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0021.See file dsdata.txt to determine how the superseded data were derived.
 BJ0021
 BJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2709517629(NAD 83)
 BJ0021_MARKER: DD = SURVEY DISK
 BJ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0021_STAMPING: F 207 1964
 BJ0021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0021+STABILITY: SURFACE MOTION
 BJ0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0021+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2002
 BJ0021
 BJ0021  HISTORY     - Date     Condition        Report By
 BJ0021  HISTORY     - 1964     MONUMENTED       CGS
 BJ0021  HISTORY     - 1976     GOOD             NGS
 BJ0021  HISTORY     - 20021106 GOOD             3001
 BJ0021
 BJ0021                          STATION DESCRIPTION
 BJ0021
 BJ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0021'0.85 MI S FROM WILLIAMSPORT.
 BJ0021'ABOUT 0.85 MILE SOUTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS
 BJ0021'CHURCH AT WILLIAMSPORT, 40 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BJ0021'97 FEET WEST OF THE CENTER LINE OF A LEVEE, 168 FEET NORTH OF THE MOST
 BJ0021'NORTHERLY OF 5 PECAN TREES ON THE EAST SIDE OF THE ROAD, 14 FEET SOUTH
 BJ0021'OF THE CENTER OF AN ALUMUNUM GATE, 1 1/2 FEET WEST OF A FENCE, 5.5
 BJ0021'FEET SOUTH OF A WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 BJ0021'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BJ0021
 BJ0021                          STATION RECOVERY (1976)
 BJ0021
 BJ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0021'0.9 MILE SOUTH ALONG STATE HIGHWAY 418 FROM THE ST. STEPHENS CHURCH
 BJ0021'ACROSS THE HIGHWAY FROM A LARGE BARN, 41 FT EAST OF THE CENTER LINE OF
 BJ0021'THE HIGHWAY, 14.5 FT SOUTH OF THE CENTER OF A ALUMINUM GATE ACROSS A
 BJ0021'PRIVATE ROAD LEADING NORTHEAST ACROSS LEVEE, 0.5 FT EAST OF A FENCE.
 BJ0021
 BJ0021                          STATION RECOVERY (2002)
 BJ0021
 BJ0021'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0021'THE STATION IS LOCATED IN INNIS, 5.3 MILES SOUTHEAST OF LETTSWORTH,
 BJ0021'10.9 MILES NORTHWEST  OF MORGANZA, 10.5 MILES SOUTHEAST OF SIMMSPORT.
 BJ0021' 
 BJ0021'OWNERSHIP- COE
 BJ0021' 
 BJ0021'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND SR 418 IN
 BJ0021'INNIS GO EAST ON HWY  418 FOR 0.55 MILES TO LEVEE RD. TURN LEFT NORTH
 BJ0021'PROCEED FOR 0.56 MILES TO MARK ON RIGHT JUST SOUTH OF A METAL PIPE
 BJ0021'GATE.
 BJ0021' 
 BJ0021'THE STATION IS 6.7' EAST OF THE SOUTHERN MOST WOODEN GATE POST FOR
 BJ0021'METAL GATE, TAG IS  NAILED TO POST W/ PBM F207 1964 O/S 6.7'. 41' EAST
 BJ0021'OF CENTERLINE OF ROAD, 6.5' EAST OF BARBED WIRE FENCE LINE, 19.5'
 BJ0021'SOUTH SOUTHEAST  OF THE NORTHERN MOST WOODEN GATE POST FOR METAL GATE.
 BJ0021'NOTE METAL GATE IS OLD AND ABOUT TO FALL APART. STATION IS A BENCH
 BJ0021'MARK  DISK SET IN THE TOP OF CONCRETE MONUMENT  STAMPED F207 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0052 ***********************************************************************
 BW0052  DESIGNATION -  F 208
 BW0052  PID         -  BW0052
 BW0052  STATE/COUNTY-  LA/POINTE COUPEE
 BW0052  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0052
 BW0052                         *CURRENT SURVEY CONTROL
 BW0052  ___________________________________________________________________
 BW0052* NAD 83(1986)-  31 00 32.     (N)    091 43 50.     (W)     SCALED    
 BW0052* NAVD 88     -        15.205  (meters)      49.89   (feet)  ADJUSTED  
 BW0052  ___________________________________________________________________
 BW0052  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW0052  DYNAMIC HT  -          15.186 (meters)      49.82  (feet)  COMP
 BW0052  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 BW0052
 BW0052  VERT ORDER  -  FIRST     CLASS I
 BW0052
 BW0052.The horizontal coordinates were scaled from a topographic map and have
 BW0052.an estimated accuracy of +/- 6 seconds.
 BW0052
 BW0052.The orthometric height was determined by differential leveling
 BW0052.and adjusted by the National Geodetic Survey in February 1994..
 BW0052
 BW0052.The geoid height was determined by GEOID03.
 BW0052
 BW0052.The dynamic height is computed by dividing the NAVD 88
 BW0052.geopotential number by the normal gravity value computed on the
 BW0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0052.degrees latitude (g = 980.6199 gals.).
 BW0052
 BW0052.The modeled gravity was interpolated from observed gravity values.
 BW0052
 BW0052;                    North         East    Units  Estimated Accuracy
 BW0052;SPC LA S     -   278,180.      962,060.      MT  (+/- 180 meters Scaled)
 BW0052
 BW0052                          SUPERSEDED SURVEY CONTROL
 BW0052
 BW0052  NAVD 88 (06/15/91)   15.231  (m)           49.97   (f) UNKNOWN     1 1
 BW0052  NGVD 29 (??/??/??)   15.185  (m)           49.82   (f) ADJUSTED    1 1
 BW0052
 BW0052.Superseded values are not recommended for survey control.
 BW0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0052.See file dsdata.txt to determine how the superseded data were derived.
 BW0052
 BW0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ211312(NAD 83)
 BW0052_MARKER: DB = BENCH MARK DISK
 BW0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0052_STAMPING: F 208 1959
 BW0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0052+STABILITY: SURFACE MOTION
 BW0052
 BW0052  HISTORY     - Date     Condition        Report By
 BW0052  HISTORY     - 1964     MONUMENTED       CGS
 BW0052  HISTORY     - 1969     GOOD             MSHD
 BW0052  HISTORY     - 1976     GOOD             NGS
 BW0052  HISTORY     - 1976     GOOD             NGS
 BW0052
 BW0052                          STATION DESCRIPTION
 BW0052
 BW0052'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0052'1.4 MI SW FROM MAGNOLIA.
 BW0052'THE MARK IS LOCATED 1.4 MILES SOUTHWEST OF MAGNOLIA IN THE WEST END OF
 BW0052'THE NORTH ABUTMENT OF A CONCRETE BRIDGE ON THE ILLINOIS CENTRAL
 BW0052'RAILROAD TRACK, 4.5 MILES NORTH OF THE CROSSING IN THE SETTLEMENT OF
 BW0052'CHATAWA, 17 POLES NORTH OF MILEPOST 816 AND IS IN THE NORTHEAST 1/4 OF
 BW0052'SECTION 23, T 2N, R 7E.  IT IS 7 FEET WEST OF THE WEST RAIL OF THE
 BW0052'WEST TRACK, 2.5 FEET SOUTH OF A METAL WITNESS POST, 0.7 FEET EAST OF
 BW0052'THE WEST END OF THE ABUTMENT, SET IN A DRILLED HOLE IN THE WEST END OF
 BW0052'THE NORTH ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT 1 FOOT BELOW THE
 BW0052'LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE PIKE COUNTY COURTHOUSE
 BW0052'IN MAGNOLIA GO WEST ON BAY STREET (STATE HIGHWAY 48) FOR 0.1 MILE TO
 BW0052'THE INTERSECTION OF U.S. HIGHWAY 51.  TURN LEFT (SOUTH) AND CONTINUE
 BW0052'ON U.S. HIGHWAY 51 FOR 1.4 MILES TO A T FENCE CORNER. THENCE EAST
 BW0052'ALONG A FENCE FOR APPROXIMATELY 0.25 MILE TO THE BRIDGE AND THE MARK
 BW0052'AS DESCRIBED.
 BW0052
 BW0052                          STATION RECOVERY (1976)
 BW0052
 BW0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0052'ABOUT 3.55 MILES NORTHWEST ALONG STATE HIGHWAY 418 FROM ITS JUNCTION
 BW0052'WITH STATE HIGHWAY 15, OR 5.15 MILES NORTHEAST ALONG STATE HIGHWAY 418
 BW0052'FROM ITS JUNCTION WITH STATE HIGHWAY 417 AT SIMMESPORT, 0.15 MILE EAST
 BW0052'OF A CURVE IN HIGHWAY, 100 FT SOUTH OF CENTER LINE OF LEVEE, 35 FT
 BW0052'NORTH OF CENTER LINE OF HIGHWAY, 1.5 FEET NORTH OF A FENCE LINE, 2.5
 BW0052'FT NORTH OF A WOODEN WITNESS POST
 BW0052
 BW0052                          STATION RECOVERY (1976)
 BW0052
 BW0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0052'ABOUT 3.55 MILES NORTHWEST ALONG STATE HIGHWAY 418 FROM ITS JUNCTION
 BW0052'WITH STATE HIGHWAY 15, OR 5.15 MILES NORTHEAST ALONG STATE HIGHWAY 418
 BW0052'FROM ITS JUNCTION WITH STATE HIGHWAY 417 AT SIMMESPORT, 0.15 MILE EAST
 BW0052'OF A CURVE IN HIGHWAY, 100 FT SOUTH OF CENTER LINE OF LEVEE, 35 FT
 BW0052'NORTH OF CENTER LINE OF HIGHWAY, 1.5 FEET NORTH OF A FENCE LINE, 2.5
 BW0052'FT NORTH OF A WOODEN WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1977 ***********************************************************************
 BJ1977  DESIGNATION -  F 209
 BJ1977  PID         -  BJ1977
 BJ1977  STATE/COUNTY-  LA/IBERVILLE
 BJ1977  USGS QUAD   -  BAYOU SORREL (1992)
 BJ1977
 BJ1977                         *CURRENT SURVEY CONTROL
 BJ1977  ___________________________________________________________________
 BJ1977* NAD 83(1986)-  30 07 57.     (N)    091 17 15.     (W)     SCALED    
 BJ1977* NAVD 88     -         1.85   (+/-2cm)       6.1    (feet)  VERTCON   
 BJ1977  ___________________________________________________________________
 BJ1977  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ1977
 BJ1977  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1977
 BJ1977.The horizontal coordinates were scaled from a topographic map and have
 BJ1977.an estimated accuracy of +/- 6 seconds.
 BJ1977
 BJ1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1977.The vertical order pertains to the NGVD 29 superseded value.
 BJ1977
 BJ1977.The geoid height was determined by GEOID03.
 BJ1977
 BJ1977;                    North         East    Units  Estimated Accuracy
 BJ1977;SPC LA S     -   180,950.    1,004,420.      MT  (+/- 180 meters Scaled)
 BJ1977
 BJ1977                          SUPERSEDED SURVEY CONTROL
 BJ1977
 BJ1977  NGVD 29 (??/??/??)    1.887  (m)            6.19   (f) ADJUSTED    1 2
 BJ1977
 BJ1977.Superseded values are not recommended for survey control.
 BJ1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1977.See file dsdata.txt to determine how the superseded data were derived.
 BJ1977
 BJ1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP649347(NAD 83)
 BJ1977_MARKER: DB = BENCH MARK DISK
 BJ1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1977_STAMPING: F 209 1964
 BJ1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1977+STABILITY: SURFACE MOTION
 BJ1977
 BJ1977  HISTORY     - Date     Condition        Report By
 BJ1977  HISTORY     - 1964     MONUMENTED       CGS
 BJ1977  HISTORY     - 1965     GOOD             CGS
 BJ1977
 BJ1977                          STATION DESCRIPTION
 BJ1977
 BJ1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1977'4.1 MI SE FROM BAYOU SORREL.
 BJ1977'ABOUT 4.1 MILES SOUTHEAST ALONG STATE ROAD 75 FROM THE FERRY LANDING
 BJ1977'AT BAYOU SORREL, 41.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BJ1977'86 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE NUMBERED 113,
 BJ1977'17 FEET SOUTHEAST OF A 24-INCH HACKBERRY TREE, 1.5 FEET NORTHWEST OF A
 BJ1977'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 BJ1977'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1580 ***********************************************************************
 BJ1580  DESIGNATION -  F 21
 BJ1580  PID         -  BJ1580
 BJ1580  STATE/COUNTY-  LA/ST TAMMANY
 BJ1580  USGS QUAD   -  COVINGTON (1994)
 BJ1580
 BJ1580                         *CURRENT SURVEY CONTROL
 BJ1580  ___________________________________________________________________
 BJ1580* NAD 83(1986)-  30 27 19.     (N)    090 02 12.     (W)     SCALED    
 BJ1580* NAVD 88     -         8.97   (+/-2cm)      29.4    (feet)  VERTCON   
 BJ1580  ___________________________________________________________________
 BJ1580  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1580
 BJ1580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1580
 BJ1580.The horizontal coordinates were scaled from a topographic map and have
 BJ1580.an estimated accuracy of +/- 6 seconds.
 BJ1580
 BJ1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1580.The vertical order pertains to the NGVD 29 superseded value.
 BJ1580
 BJ1580.The geoid height was determined by GEOID03.
 BJ1580
 BJ1580;                    North         East    Units  Estimated Accuracy
 BJ1580;SPC LA S     -   217,440.    1,124,530.      MT  (+/- 180 meters Scaled)
 BJ1580
 BJ1580                          SUPERSEDED SURVEY CONTROL
 BJ1580
 BJ1580  NGVD 29 (??/??/??)    8.974  (m)           29.44   (f) ADJUSTED    2 0
 BJ1580
 BJ1580.Superseded values are not recommended for survey control.
 BJ1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1580.See file dsdata.txt to determine how the superseded data were derived.
 BJ1580
 BJ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP845729(NAD 83)
 BJ1580_MARKER: DB = BENCH MARK DISK
 BJ1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1580_SP_SET: CONCRETE BASE
 BJ1580_STAMPING: F 21 1934 29
 BJ1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1580
 BJ1580  HISTORY     - Date     Condition        Report By
 BJ1580  HISTORY     - 1934     MONUMENTED       CGS
 BJ1580  HISTORY     - 1955     GOOD             CGS
 BJ1580
 BJ1580                          STATION DESCRIPTION
 BJ1580
 BJ1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1580'1.5 MI S FROM ABITA SPRINGS.
 BJ1580'LOCATED 1.5 MILES SOUTH OF ABITA SPRINGS ALONG THE GULF, MOBILE AND
 BJ1580'OHIO RAILROAD 47 PACES WEST-NORTHWEST OF THE FIFTH POLE NORTH OF A
 BJ1580'ROAD CROSSING, 101 FEET WEST OF THE WEST RAIL AND 18 FEET SOUTH OF A
 BJ1580'VERY DIM ROAD.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 BJ1580'CONCRETE BASE OF AN ABANDONED FLAGPOLE.  TO REACH THE STATION FROM THE
 BJ1580'ABITA SPRINGS RAILROAD STATION, GO SOUTH ON STATE HIGHWAY 114 FOR 1.85
 BJ1580'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.2 MILE TO THE TRACKS.
 BJ1580'MARK IS NORTH ALONG TRACK 0.15 MILE.  NOTE-- THE ABITA SPRINGS TERRACE
 BJ1580'RAILROAD STATION HAS BEEN DISMANTLED.  NOTHING VISIBLE REMAINS AT THE
 BJ1580'ABITA SPRING TERRACE.  THE MARK WAS SET IN THE BASE OF THE OLD FLAG
 BJ1580'POLE, NOW GONE, WHICH IS 3 FEET IN DIAMETER. THE BASE IS APPARENTLY
 BJ1580'SETTING ON THE TOP OF THE GROUND OR NOT MORE THAN A FOOT IN THE
 BJ1580'GROUND.  MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2247 ***********************************************************************
 BJ2247  DESIGNATION -  F 210
 BJ2247  PID         -  BJ2247
 BJ2247  STATE/COUNTY-  LA/ST LANDRY
 BJ2247  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2247
 BJ2247                         *CURRENT SURVEY CONTROL
 BJ2247  ___________________________________________________________________
 BJ2247* NAD 83(1986)-  30 29 37.     (N)    091 56 50.     (W)     SCALED    
 BJ2247* NAVD 88     -         7.07   (+/-2cm)      23.2    (feet)  VERTCON   
 BJ2247  ___________________________________________________________________
 BJ2247  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2247
 BJ2247  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2247
 BJ2247.The horizontal coordinates were scaled from a topographic map and have
 BJ2247.an estimated accuracy of +/- 6 seconds.
 BJ2247
 BJ2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2247.The vertical order pertains to the NGVD 29 superseded value.
 BJ2247
 BJ2247.The geoid height was determined by GEOID03.
 BJ2247
 BJ2247;                    North         East    Units  Estimated Accuracy
 BJ2247;SPC LA S     -   221,140.      941,070.      MT  (+/- 180 meters Scaled)
 BJ2247
 BJ2247                          SUPERSEDED SURVEY CONTROL
 BJ2247
 BJ2247  NGVD 29 (??/??/??)    7.052  (m)           23.14   (f) ADJUSTED    1 2
 BJ2247
 BJ2247.Superseded values are not recommended for survey control.
 BJ2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2247.See file dsdata.txt to determine how the superseded data were derived.
 BJ2247
 BJ2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP010739(NAD 83)
 BJ2247_MARKER: DB = BENCH MARK DISK
 BJ2247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2247_SP_SET: 72 FEET
 BJ2247_STAMPING: F 210 1964
 BJ2247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2247
 BJ2247  HISTORY     - Date     Condition        Report By
 BJ2247  HISTORY     - 1964     MONUMENTED       CGS
 BJ2247  HISTORY     - 1965     GOOD             CGS
 BJ2247
 BJ2247                          STATION DESCRIPTION
 BJ2247
 BJ2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2247'4.3 MI S FROM PORT BARRE.
 BJ2247'ABOUT 0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2247'STATION AT PORT BARRE, THENCE 1.0 MILE SOUTH ALONG A BRANCH LINE OF
 BJ2247'THE RAILROAD, THENCE 2.7 MILES SOUTH ALONG STATE ROAD 741, 51 FEET
 BJ2247'WEST OF THE CENTER LINE OF THE ROAD, 53 FEET NORTHEAST OF THE
 BJ2247'NORTHEAST CORNER OF A PORCH ON THE NORTH END OF A HOUSE, 12 FEET NORTH
 BJ2247'OF A T-FENCE CORNER, 1 1/2 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF
 BJ2247'A FENCE, 1.3 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH
 BJ2247'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BJ2247'DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 BJ2247'WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0360 ***********************************************************************
 AV0360  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0360  DESIGNATION -  F 212
 AV0360  PID         -  AV0360
 AV0360  STATE/COUNTY-  LA/CAMERON
 AV0360  USGS QUAD   -  HOLLY BEACH (1982)
 AV0360
 AV0360                         *CURRENT SURVEY CONTROL
 AV0360  ___________________________________________________________________
 AV0360* NAD 83(1992)-  29 46 18.68586(N)    093 27 04.86234(W)     ADJUSTED  
 AV0360* NAVD 88     -         1.04 **(meters)       3.4  **(feet)  GPS OBS(2004.65)
 AV0360  **This station is located in a subsidence area (see below).
 AV0360  ___________________________________________________________________
 AV0360  EPOCH DATE  -        2004.65
 AV0360  X           -    -333,563.896 (meters)                     COMP
 AV0360  Y           -  -5,530,785.979 (meters)                     COMP
 AV0360  Z           -   3,148,434.271 (meters)                     COMP
 AV0360  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AV0360  ELLIP HEIGHT-         -25.74  (meters)          (06/22/05) GPS OBS
 AV0360  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AV0360  DYNAMIC HT  -           1.04  (meters)       3.4   (feet)  COMP
 AV0360  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 AV0360
 AV0360  HORZ ORDER  -  B
 AV0360  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0360  ELLP ORDER  -  FOURTH    CLASS I
 AV0360
 AV0360.The horizontal coordinates were established by GPS observations
 AV0360.and adjusted by the National Geodetic Survey in June 2005..
 AV0360.The horizontal coordinates are valid at the epoch date displayed above.
 AV0360.The epoch date for horizontal control is a decimal equivalence
 AV0360.of Year/Month/Day.
 AV0360
 AV0360 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0360 ** and geoid heights are valid at the date of observation. These heights
 AV0360 ** must always be validated when used as control.
 AV0360 ** The orthometric height was determined by GPS observations using
 AV0360 ** precise GPS observation and processing techniques and a new
 AV0360 ** realization of GEOID03. It supersedes the leveled height previously
 AV0360 ** determined for this station.
 AV0360 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0360 ** epoch indicated which incorporates improved geoid heights for the
 AV0360 ** Southern Louisiana Subsidence area.
 AV0360 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0360.The orthometric height was determined by GPS observations and a
 AV0360.high-resolution geoid model using precise GPS observation and
 AV0360.processing techniques. It supersedes the leveled height previously
 AV0360.determined for this station.
 AV0360.WARNING-GPS observations at this control monument resulted in a GPS
 AV0360.derived orthometric height which differed from the leveled height by
 AV0360.more than one decimeter (0.1 meter).
 AV0360.The vertical order pertains to the first NAVD 88 superseded value.
 AV0360
 AV0360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0360
 AV0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0360
 AV0360.The ellipsoidal height was determined by GPS observations
 AV0360.and is referenced to NAD 83.
 AV0360
 AV0360.The geoid height was determined by GEOID03.
 AV0360
 AV0360.The dynamic height is computed by dividing the NAVD 88
 AV0360.geopotential number by the normal gravity value computed on the
 AV0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0360.degrees latitude (g = 980.6199 gals.).
 AV0360
 AV0360.The modeled gravity was interpolated from observed gravity values.
 AV0360
 AV0360;                    North         East     Units Scale Factor Converg.
 AV0360;SPC LA S     -   142,871.255   795,199.811   MT  0.99993368   -1 03 32.5
 AV0360;SPC LA S     -   468,736.78  2,608,918.05   sFT  0.99993368   -1 03 32.5
 AV0360;UTM  15      - 3,293,591.052   456,368.817   MT  0.99962349   -0 13 26.8
 AV0360
 AV0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0360!SPC LA S     -   1.00000404  x   0.99993368  =   0.99993772
 AV0360!UTM  15      -   1.00000404  x   0.99962349  =   0.99962753
 AV0360
 AV0360                          SUPERSEDED SURVEY CONTROL
 AV0360
 AV0360  NAVD 88 (02/14/94)    1.154  (m)            3.79   (f) ADJUSTED    1 2
 AV0360  NGVD 29 (??/??/??)    1.138  (m)            3.73   (f) ADJUSTED    1 2
 AV0360
 AV0360.Superseded values are not recommended for survey control.
 AV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0360.See file dsdata.txt to determine how the superseded data were derived.
 AV0360
 AV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN5636993591(NAD 83)
 AV0360_MARKER: DB = BENCH MARK DISK
 AV0360_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0360_SP_SET: 70 FEET
 AV0360_STAMPING: F 212 1965
 AV0360_MARK LOGO: CGS   
 AV0360_PROJECTION: FLUSH
 AV0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0360+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 AV0360_ROD/PIPE-DEPTH:  3.0 meters
 AV0360
 AV0360  HISTORY     - Date     Condition        Report By
 AV0360  HISTORY     - 1965     MONUMENTED       CGS
 AV0360  HISTORY     - 1978     GOOD             NGS
 AV0360  HISTORY     - 1978     GOOD             NGS
 AV0360  HISTORY     - 1981     GOOD             NGS
 AV0360  HISTORY     - 20040427 GOOD             NGS
 AV0360  HISTORY     - 20041030 GOOD             USPSQD
 AV0360
 AV0360                          STATION DESCRIPTION
 AV0360
 AV0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0360'IN HOLLY BEACH.
 AV0360'AT HOLLY BEACH, 51 FEET NORTH OF THE NORTHWEST CORNER OF THE CATHOLIC
 AV0360'CHURCH, 39 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 27, 31 FEET
 AV0360'EAST OF THE CENTER LINE OF A PAVED ROAD LEADING SOUTH TO THE BEACH,
 AV0360'1/2 FOOT NORTH OF A FENCE, 1.2 FEET NORTHEAST OF A CORNER FENCE POST
 AV0360'BEARING A WITNESS SHIELD, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 AV0360'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 AV0360'DEPTH OF 70 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 AV0360'PROJECTS 4 INCHES.
 AV0360
 AV0360                          STATION RECOVERY (1978)
 AV0360
 AV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0360'RECOVERED IN GOOD CONDITION.
 AV0360
 AV0360                          STATION RECOVERY (1978)
 AV0360
 AV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0360'RECOVERED IN GOOD CONDITION.
 AV0360
 AV0360                          STATION RECOVERY (1981)
 AV0360
 AV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AV0360'RECOVERED IN GOOD CONDITION.
 AV0360
 AV0360                          STATION RECOVERY (2004)
 AV0360
 AV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0360'FROM THE JUNCTION OF LA 82 AND LA 27 AT HOLLY BEACH GO 0.6 MILES EAST
 AV0360'TO THE MARK ON THE  RIGHT IN THE SE CORNER OF THE INTERSECTION WITH
 AV0360'LAFITTE BLVD AND THE LA 27, A SECTION OF  WHITE PVC PIPE SUROUNDS THE
 AV0360'MARK, 9.8 FT NE OF A POWER POLE WITH 3 TRANSFORMERS AND A  STEET
 AV0360'LIGHT,1.5 FEET N OF THE NORTH MOST POST OF THE SIGN FOR HOLY TRINITY
 AV0360'CATHOLIC  CHURCH, 2.8 FEET E OF A BURIED CABLE CASE 5A/14.
 AV0360
 AV0360                          STATION RECOVERY (2004)
 AV0360
 AV0360'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AV0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0541 ***********************************************************************
 BJ0541  DESIGNATION -  F 216
 BJ0541  PID         -  BJ0541
 BJ0541  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0541  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0541
 BJ0541                         *CURRENT SURVEY CONTROL
 BJ0541  ___________________________________________________________________
 BJ0541* NAD 83(1986)-  30 31 15.     (N)    091 10 49.     (W)     SCALED    
 BJ0541* NAVD 88     -        19.09   (+/-2cm)      62.6    (feet)  VERTCON   
 BJ0541  ___________________________________________________________________
 BJ0541  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0541
 BJ0541  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0541
 BJ0541.The horizontal coordinates were scaled from a topographic map and have
 BJ0541.an estimated accuracy of +/- 6 seconds.
 BJ0541
 BJ0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0541.The vertical order pertains to the NGVD 29 superseded value.
 BJ0541
 BJ0541.The geoid height was determined by GEOID03.
 BJ0541
 BJ0541;                    North         East    Units  Estimated Accuracy
 BJ0541;SPC LA S     -   224,010.    1,014,690.      MT  (+/- 180 meters Scaled)
 BJ0541
 BJ0541                          SUPERSEDED SURVEY CONTROL
 BJ0541
 BJ0541  NGVD 29 (??/??/??)   19.089  (m)           62.63   (f) ADJUSTED    1 2
 BJ0541
 BJ0541.Superseded values are not recommended for survey control.
 BJ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0541.See file dsdata.txt to determine how the superseded data were derived.
 BJ0541
 BJ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP745779(NAD 83)
 BJ0541_MARKER: DB = BENCH MARK DISK
 BJ0541_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0541_SP_SET: 56 FT.
 BJ0541_STAMPING: F 216 1965
 BJ0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0541
 BJ0541  HISTORY     - Date     Condition        Report By
 BJ0541  HISTORY     - 1965     MONUMENTED       CGS
 BJ0541  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0541
 BJ0541                          STATION DESCRIPTION
 BJ0541
 BJ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0541'1.0 MI S FROM SCOTLANDVILLE.
 BJ0541'ABOUT 1.0 MILE SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0541'FROM THE SENIOR HIGH SCHOOL AT SCOTLANDVILLE, IN S 50, T 6 S, R 1 W,
 BJ0541'ABOUT 150 YARDS WEST OF THE CENTER LINE OF U.S. HIGHWAY 61, 289 FEET
 BJ0541'EAST OF THE EAST RAIL OF THE TRACK, 52 FEET NORTH OF THE CENTER LINE
 BJ0541'OF STATE ROAD 408, 76 FEET WEST OF A LIGHT POLE, 15 FEET NORTHEAST OF
 BJ0541'A 15-INCH HACKBERRY TREE, 1.0 FOOT WEST OF A WOODEN WITNESS POST,
 BJ0541'ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 BJ0541'COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS ENCASED IN A
 BJ0541'5-INCH CAST IRON PIPE THAT PROJECTS 4 INCHES.
 BJ0541
 BJ0541                          STATION RECOVERY (1976)
 BJ0541
 BJ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0541'NOT RECOVERED IN 1976.  BELIEVED DESTROYED BY CONSTRUCTION OF AN
 BJ0541'OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0788 ***********************************************************************
 BJ0788  DESIGNATION -  F 217
 BJ0788  PID         -  BJ0788
 BJ0788  STATE/COUNTY-  LA/IBERVILLE
 BJ0788  USGS QUAD   -  GROSSE TETE (1992)
 BJ0788
 BJ0788                         *CURRENT SURVEY CONTROL
 BJ0788  ___________________________________________________________________
 BJ0788* NAD 83(1986)-  30 25 28.     (N)    091 25 31.     (W)     SCALED    
 BJ0788* NAVD 88     -         4.277  (meters)      14.03   (feet)  ADJUSTED  
 BJ0788  ___________________________________________________________________
 BJ0788  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ0788  DYNAMIC HT  -           4.271 (meters)      14.01  (feet)  COMP
 BJ0788  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 BJ0788
 BJ0788  VERT ORDER  -  FIRST     CLASS I
 BJ0788
 BJ0788.The horizontal coordinates were scaled from a topographic map and have
 BJ0788.an estimated accuracy of +/- 6 seconds.
 BJ0788
 BJ0788.The orthometric height was determined by differential leveling
 BJ0788.and adjusted by the National Geodetic Survey in February 1994..
 BJ0788
 BJ0788.The geoid height was determined by GEOID03.
 BJ0788
 BJ0788.The dynamic height is computed by dividing the NAVD 88
 BJ0788.geopotential number by the normal gravity value computed on the
 BJ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0788.degrees latitude (g = 980.6199 gals.).
 BJ0788
 BJ0788.The modeled gravity was interpolated from observed gravity values.
 BJ0788
 BJ0788;                    North         East    Units  Estimated Accuracy
 BJ0788;SPC LA S     -   213,320.      991,170.      MT  (+/- 180 meters Scaled)
 BJ0788
 BJ0788                          SUPERSEDED SURVEY CONTROL
 BJ0788
 BJ0788  NGVD 29 (??/??/??)    4.284  (m)           14.06   (f) ADJUSTED    1 1
 BJ0788
 BJ0788.Superseded values are not recommended for survey control.
 BJ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0788.See file dsdata.txt to determine how the superseded data were derived.
 BJ0788
 BJ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP512668(NAD 83)
 BJ0788_MARKER: DB = BENCH MARK DISK
 BJ0788_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0788_SP_SET: 80 FT.
 BJ0788_STAMPING: F 217 1965
 BJ0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0788
 BJ0788  HISTORY     - Date     Condition        Report By
 BJ0788  HISTORY     - 1965     MONUMENTED       CGS
 BJ0788  HISTORY     - 1976     GOOD             NGS
 BJ0788  HISTORY     - 20060418 MARK NOT FOUND   NGS
 BJ0788
 BJ0788                          STATION DESCRIPTION
 BJ0788
 BJ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0788'1.25 MI NE FROM GROSSE TETE.
 BJ0788'ABOUT 0.6 MILE NORTH-NORTHWEST ALONG SIDNEY ROAD FROM THE CASH
 BJ0788'MERCHANT STORE AT GROSSE TETE, THENCE 0.65 MILE EAST-NORTHEAST ALONG
 BJ0788'AN ABANDONED RAILROAD GRADE, IN FRACTIONAL SECTION 105, T 7 S, R 10 E,
 BJ0788'130 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD GRADE, 8 FEET SOUTH
 BJ0788'OF THE CENTER OF A WOODEN GATE, 4.5 FEET NORTHWEST OF A FORKED SWEET
 BJ0788'GUM TREE BEARING A WITNESS SHIELD, 2 FEET EAST OF A FENCE, ABOUT 4
 BJ0788'FEET BELOW THE LEVEL OF THE ABANDONED RAILROAD GRADE, AND ON THE TOP
 BJ0788'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 80 FEET
 BJ0788'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 BJ0788
 BJ0788                          STATION RECOVERY (1976)
 BJ0788
 BJ0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0788'ABOUT 0.2 MILE NORTH-NORTHWEST ALONG SIDNEY ROAD FROM ITS INTERSEC-
 BJ0788'TION WITH INTERSTATE HIGHWAY 10 WEST BOUND LANE, THENCE 0.65 MILE
 BJ0788'EAST-NORTHEAST ALONG AN ABANDONED RAILROAD GRADE, IN FRACTIONAL
 BJ0788'SECTION 105, T 7 S, R 10 E, 130 FT SOUTH OF THE CENTER LINE OF THE
 BJ0788'RAILROAD GRADE, 8 FT SOUTH OF THE CENTER OF A WOODEN GATE WITH A
 BJ0788'WITNESS SHIELD IN ITS POST, 2 FT EAST OF A FENCE
 BJ0788
 BJ0788                          STATION RECOVERY (2006)
 BJ0788
 BJ0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ0788'NOT RECOVERED.  ALL ROADS GATED AND LOCKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2521 ***********************************************************************
 BJ2521  DESIGNATION -  F 218
 BJ2521  PID         -  BJ2521
 BJ2521  STATE/COUNTY-  LA/ST MARTIN
 BJ2521  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2521
 BJ2521                         *CURRENT SURVEY CONTROL
 BJ2521  ___________________________________________________________________
 BJ2521* NAD 83(1986)-  30 18 20.     (N)    091 41 29.     (W)     SCALED    
 BJ2521* NAVD 88     -         7.34   (+/-2cm)      24.1    (feet)  VERTCON   
 BJ2521  ___________________________________________________________________
 BJ2521  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ2521
 BJ2521  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2521
 BJ2521.The horizontal coordinates were scaled from a topographic map and have
 BJ2521.an estimated accuracy of +/- 6 seconds.
 BJ2521
 BJ2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2521.The vertical order pertains to the NGVD 29 superseded value.
 BJ2521
 BJ2521.The geoid height was determined by GEOID03.
 BJ2521
 BJ2521;                    North         East    Units  Estimated Accuracy
 BJ2521;SPC LA S     -   200,190.      965,560.      MT  (+/- 180 meters Scaled)
 BJ2521
 BJ2521                          SUPERSEDED SURVEY CONTROL
 BJ2521
 BJ2521  NGVD 29 (??/??/??)    7.343  (m)           24.09   (f) ADJUSTED    1 2
 BJ2521
 BJ2521.Superseded values are not recommended for survey control.
 BJ2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2521.See file dsdata.txt to determine how the superseded data were derived.
 BJ2521
 BJ2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP258533(NAD 83)
 BJ2521_MARKER: DB = BENCH MARK DISK
 BJ2521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2521_SP_SET: 88 FEET
 BJ2521_STAMPING: F 218 1965
 BJ2521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2521
 BJ2521  HISTORY     - Date     Condition        Report By
 BJ2521  HISTORY     - 1965     MONUMENTED       CGS
 BJ2521  HISTORY     - 1975     MARK NOT FOUND   NGS
 BJ2521
 BJ2521                          STATION DESCRIPTION
 BJ2521
 BJ2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BJ2521'2.1 MI N FROM BUTTE LA ROSE.
 BJ2521'ABOUT 2.1 MILES NORTH ALONG A LEVEE AND BLACKTOP ROAD FROM THE BOAT
 BJ2521'LANDING AT BUTTE LA ROSE, IN FRACTIONAL SECTION 31, T8S, R8E, 68 FEET
 BJ2521'NORTHEAST AND ACROSS THE LEVEE FROM THE CENTER OF THE ROAD, 32 FEET
 BJ2521'NORTH EAST OF THE CENTER OF THE TOP OF THE LEVEE, 2 FEET NORTHWEST OF
 BJ2521'A CREOSOTED WITNESS POST, ABOUT 6 FEET BELOW THE TOP OF THE LEVEE, ON
 BJ2521'THE TOP OF A 5/8 INCH COPPERWELD ROD DRIVEN TO THE DEPTH OF 88 FEET
 BJ2521'AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTED 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0533 ***********************************************************************
 BJ0533  DESIGNATION -  F 219
 BJ0533  PID         -  BJ0533
 BJ0533  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0533  USGS QUAD   -  ZACHARY (1980)
 BJ0533
 BJ0533                         *CURRENT SURVEY CONTROL
 BJ0533  ___________________________________________________________________
 BJ0533* NAD 83(1986)-  30 41 01.     (N)    091 09 00.     (W)     SCALED    
 BJ0533* NAVD 88     -        34.05   (+/-2cm)     111.7    (feet)  VERTCON   
 BJ0533  ___________________________________________________________________
 BJ0533  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0533
 BJ0533  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0533
 BJ0533.The horizontal coordinates were scaled from a topographic map and have
 BJ0533.an estimated accuracy of +/- 6 seconds.
 BJ0533
 BJ0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0533.The vertical order pertains to the NGVD 29 superseded value.
 BJ0533
 BJ0533.The geoid height was determined by GEOID03.
 BJ0533
 BJ0533;                    North         East    Units  Estimated Accuracy
 BJ0533;SPC LA S     -   242,060.    1,017,570.      MT  (+/- 180 meters Scaled)
 BJ0533
 BJ0533                          SUPERSEDED SURVEY CONTROL
 BJ0533
 BJ0533  NGVD 29 (??/??/??)   34.050  (m)          111.71   (f) ADJUSTED    1 2
 BJ0533
 BJ0533.Superseded values are not recommended for survey control.
 BJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0533.See file dsdata.txt to determine how the superseded data were derived.
 BJ0533
 BJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP772959(NAD 83)
 BJ0533_MARKER: DB = BENCH MARK DISK
 BJ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0533_STAMPING: F 219 1965
 BJ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0533+STABILITY: SURFACE MOTION
 BJ0533
 BJ0533  HISTORY     - Date     Condition        Report By
 BJ0533  HISTORY     - 1965     MONUMENTED       CGS
 BJ0533  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0533
 BJ0533                          STATION DESCRIPTION
 BJ0533
 BJ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0533'2.5 MI S FROM SLAUGHTER.
 BJ0533'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE ILLINOIS CENTRAL
 BJ0533'RAILROAD STATION AT SLAUGHTER, OR ABOUT 2.4 MILES NORTH ALONG THE
 BJ0533'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT ZACHARY, THENCE 0.4 MILE
 BJ0533'NORTH ALONG STATE HIGHWAY 19, ABOUT 117 YARDS NORTHWEST OF A SERVICE
 BJ0533'STATION ALONG THE HIGHWAY, 93 FEET NORTHWEST OF THE CENTER OF THE
 BJ0533'CROSSING OF A GRAVELED ROAD AND THE RAILROAD, 73 1/2 FEET WEST OF THE
 BJ0533'WEST RAIL OF THE MAIN TRACK, 38 FEET NORTH OF THE CENTER LINE OF A
 BJ0533'GRAVELED ROAD, 58 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 20 1/2 FEET
 BJ0533'NORTH OF A LONE FORKED TREE, 1 1/2 FEET EAST OF A FENCE, 1.4 FEET WEST
 BJ0533'OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 BJ0533'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, IN S 64, T
 BJ0533'4 S, R 1 E.
 BJ0533
 BJ0533                          STATION RECOVERY (1976)
 BJ0533
 BJ0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0533'NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION OF PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1091 ***********************************************************************
 AU1091  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1091  DESIGNATION -  F 220
 AU1091  PID         -  AU1091
 AU1091  STATE/COUNTY-  LA/LAFOURCHE
 AU1091  USGS QUAD   -  LAROSE (1979)
 AU1091
 AU1091                         *CURRENT SURVEY CONTROL
 AU1091  ___________________________________________________________________
 AU1091* NAD 83(1992)-  29 36 18.74979(N)    090 29 23.47775(W)     ADJUSTED  
 AU1091* NAVD 88     -         1.70 **(meters)       5.6  **(feet)  LEVELING(2004.65)
 AU1091  **This station is located in a subsidence area (see below).
 AU1091  **This station is included in the VTDP model (see below).
 AU1091  ___________________________________________________________________
 AU1091  EPOCH DATE  -        2004.65
 AU1091  X           -     -47,449.484 (meters)                     COMP
 AU1091  Y           -  -5,549,783.725 (meters)                     COMP
 AU1091  Z           -   3,132,387.729 (meters)                     COMP
 AU1091  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AU1091  ELLIP HEIGHT-         -23.57  (meters)          (06/22/05) GPS OBS
 AU1091  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU1091  DYNAMIC HT  -           1.69  (meters)       5.5   (feet)  COMP
 AU1091  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 AU1091
 AU1091  HORZ ORDER  -  B
 AU1091  VERT ORDER  -  THIRD
 AU1091  ELLP ORDER  -  FOURTH    CLASS I
 AU1091
 AU1091.The horizontal coordinates were established by GPS observations
 AU1091.and adjusted by the National Geodetic Survey in June 2005..
 AU1091.The horizontal coordinates are valid at the epoch date displayed above.
 AU1091.The epoch date for horizontal control is a decimal equivalence
 AU1091.of Year/Month/Day.
 AU1091
 AU1091 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1091 ** and geoid heights are valid at the date of observation. These heights
 AU1091 ** must always be validated when used as control.
 AU1091 ** The orthometric height was determined with a Vertical Time-dependent
 AU1091 ** Positioning (VTDP) model and has been validated through GPS observations
 AU1091 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU1091 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1091 ** epoch indicated which incorporates improved geoid heights for the
 AU1091 ** Southern Louisiana Subsidence area
 AU1091 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1091.The orthometric height was determined by differential leveling.
 AU1091.The vertical network tie was performed by a horz. field party for horz.
 AU1091.obs reductions. Reset procedures were used to establish the elevation.
 AU1091
 AU1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1091
 AU1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1091
 AU1091.The ellipsoidal height was determined by GPS observations
 AU1091.and is referenced to NAD 83.
 AU1091
 AU1091.The geoid height was determined by GEOID03.
 AU1091
 AU1091.The dynamic height is computed by dividing the NAVD 88
 AU1091.geopotential number by the normal gravity value computed on the
 AU1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1091.degrees latitude (g = 980.6199 gals.).
 AU1091
 AU1091.The modeled gravity was interpolated from observed gravity values.
 AU1091
 AU1091;                    North         East     Units Scale Factor Converg.
 AU1091;SPC LA S     -   122,807.692 1,081,699.422   MT  0.99994943   +0 25 18.3
 AU1091;SPC LA S     -   402,911.57  3,548,875.52   sFT  0.99994943   +0 25 18.3
 AU1091;UTM  15      - 3,277,672.235   743,090.289   MT  1.00032919   +1 14 26.4
 AU1091
 AU1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1091!SPC LA S     -   1.00000370  x   0.99994943  =   0.99995313
 AU1091!UTM  15      -   1.00000370  x   1.00032919  =   1.00033289
 AU1091
 AU1091                          SUPERSEDED SURVEY CONTROL
 AU1091
 AU1091  NAVD 88 (02/14/94)    1.891  (m)            6.20   (f) READJUSTED  3  
 AU1091  NAVD 88 (06/15/91)    1.965  (m)            6.45   (f) UNKNOWN     1 2
 AU1091  NGVD 29 (??/??/??)    1.969  (m)            6.46   (f) ADJUSTED    1 2
 AU1091
 AU1091.Superseded values are not recommended for survey control.
 AU1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1091.See file dsdata.txt to determine how the superseded data were derived.
 AU1091
 AU1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4309077672(NAD 83)
 AU1091_MARKER: DB = BENCH MARK DISK
 AU1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1091_SP_SET: CONCRETE POST
 AU1091_STAMPING: F 220 1965
 AU1091_MARK LOGO: CGS   
 AU1091_PROJECTION: FLUSH
 AU1091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1091+STABILITY: SURFACE MOTION
 AU1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1091+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AU1091
 AU1091  HISTORY     - Date     Condition        Report By
 AU1091  HISTORY     - 1965     MONUMENTED       CGS
 AU1091  HISTORY     - 1981     GOOD             NGS
 AU1091  HISTORY     - 19930224 GOOD             NGS
 AU1091  HISTORY     - 20040413 GOOD             NGS
 AU1091  HISTORY     - 20051010 GOOD             NGS
 AU1091
 AU1091                          STATION DESCRIPTION
 AU1091
 AU1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1091'4.55 MI SE FROM LOCKPORT.
 AU1091'ABOUT 4.55 MILES SOUTHEAST ALONG STATE HIGHWAY 308 FROM A CONCRETE
 AU1091'BRIDGE OVER THE LAFOURCHE BAYOU, IN FRACTIONAL SECTION 72, T 17 S, R
 AU1091'19 E, 196 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT THE
 AU1091'WEST CORNER OF A STEEL MESH FENCE AROUND THE COLUMBIA GULF
 AU1091'TRANSMISSION COMPANY MEASURING STATION, 103 FEET SOUTH-SOUTHWEST OF A
 AU1091'GAS WELL DESIGNATED MACK ACOSTA NUMBER 1, 20 FEET SOUTHEAST OF THE
 AU1091'CENTER LINE OF A SHELL ROAD, 4 1/2 FEET NORTHEAST OF A PIPE FENCE
 AU1091'CORNER IN A MESH FENCE, 1.7 FEET NORTHWEST OF A MESH FENCE, 2.0 FEET
 AU1091'NORTHEAST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AU1091'POST PROJECTING 1 INCH.
 AU1091
 AU1091                          STATION RECOVERY (1981)
 AU1091
 AU1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU1091'THE MARK IS 0.18 M BELOW SHELL ROAD.
 AU1091'2.6 KILOMETERS (1.6 MILES) NORTHWEST ALONG STATE HIGHWAY 308 FROM THE
 AU1091'ENTRANCE ROAD OF VALENTINE SUGAR MILL IN VALENTINE, TO THE ENTRANCE
 AU1091'ROAD TO A GAS WELL AND THE MARK ON THE RIGHT, ABOUT 0.08 KILOMETER
 AU1091'(0.05 MILE) EAST OF HIGHWAY 308, 6.09 METERS (20.0 FEET) SOUTHEAST OF
 AU1091'THE CENTER OF THE SHELL ROAD, 1.37 METERS (4.5 FEET) NORTHEAST OF THE
 AU1091'WEST CORNER POST OF A CHAIN LINK FENCE AROUND MEASURING STATION NO.
 AU1091'511, 0.51 METER (1.7 FEET) NORTHWEST OF THE FENCE.
 AU1091'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AU1091
 AU1091                          STATION RECOVERY (1993)
 AU1091
 AU1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1091'13.0 KM (8.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 308 FROM THE
 AU1091'JUNCTION OF STATE HIGHWAY 657 IN LAROSE, 58.6 M (192.3 FT)
 AU1091'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.1 M (20.0 FT)
 AU1091'SOUTHEAST OF THE CENTER OF A SHELL ROAD, 1.3 M (4.3 FT) NORTHEAST OF
 AU1091'THE WEST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE COLUMBIA GULF GAS
 AU1091'TRANSMISSION COMPANY MEASURING STATION NUMBER 511, 0.6 M (2.0 FT)
 AU1091'NORTHWEST OF THE FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AU1091'HIGHWAY, 0.3 M (1.0 FT) WEST-SOUTHWEST OF A WITNESS POST, AND THE
 AU1091'MONUMENT IS RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.
 AU1091
 AU1091                          STATION RECOVERY (2004)
 AU1091
 AU1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1091'RECOVERED AS DESCRIBED
 AU1091
 AU1091                          STATION RECOVERY (2005)
 AU1091
 AU1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU1091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1446 ***********************************************************************
 AU1446  DESIGNATION -  F 222
 AU1446  PID         -  AU1446
 AU1446  STATE/COUNTY-  LA/TERREBONNE
 AU1446  USGS QUAD   -  HOUMA (1980)
 AU1446
 AU1446                         *CURRENT SURVEY CONTROL
 AU1446  ___________________________________________________________________
 AU1446* NAD 83(1992)-  29 33 32.72776(N)    090 37 59.34766(W)     ADJUSTED  
 AU1446* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AU1446  **This station is located in a subsidence area (see below).
 AU1446  ___________________________________________________________________
 AU1446  X           -     -61,357.250 (meters)                     COMP
 AU1446  Y           -  -5,552,170.174 (meters)                     COMP
 AU1446  Z           -   3,127,941.664 (meters)                     COMP
 AU1446  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU1446  ELLIP HEIGHT-         -24.66  (meters)          (02/21/02) GPS OBS
 AU1446  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AU1446
 AU1446  HORZ ORDER  -  FIRST
 AU1446  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1446  ELLP ORDER  -  FIFTH     CLASS I
 AU1446
 AU1446.The horizontal coordinates were established by GPS observations
 AU1446.and adjusted by the National Geodetic Survey in December 1998..
 AU1446
 AU1446 ** The orthometric height has not been validated since last determined
 AU1446 ** by differential leveling and should not be used for control purposes.
 AU1446 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1446 ** area with valid NAVD 88 orthometric heights.
 AU1446 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1446 ** epoch indicated which incorporates improved geoid heights for the
 AU1446 ** Southern Louisiana Subsidence area.
 AU1446 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1446.The orthometric height was determined by GPS observations and a
 AU1446.high-resolution geoid model.
 AU1446.The vertical order pertains to the NGVD 29 superseded value.
 AU1446
 AU1446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1446
 AU1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1446
 AU1446.The ellipsoidal height was determined by GPS observations
 AU1446.and is referenced to NAD 83.
 AU1446
 AU1446.The geoid height was determined by GEOID03.
 AU1446
 AU1446;                    North         East     Units Scale Factor Converg.
 AU1446;SPC LA S     -   117,602.657 1,067,851.062   MT  0.99995527   +0 21 00.4
 AU1446;SPC LA S     -   385,834.72  3,503,441.36   sFT  0.99995527   +0 21 00.4
 AU1446;UTM  15      - 3,272,268.100   729,313.060   MT  1.00024887   +1 10 05.3
 AU1446
 AU1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1446!SPC LA S     -   1.00000387  x   0.99995527  =   0.99995914
 AU1446!UTM  15      -   1.00000387  x   1.00024887  =   1.00025274
 AU1446
 AU1446:                Primary Azimuth Mark                     Grid Az
 AU1446:SPC LA S     -  CASTLE                                   296 46 18.1
 AU1446:UTM  15      -  CASTLE                                   295 57 13.2
 AU1446
 AU1446|---------------------------------------------------------------------|
 AU1446| PID    Reference Object                     Distance      Geod. Az  |
 AU1446|                                                           dddmmss.s |
 AU1446| AH6392 CASTLE                              APPROX. 0.5 KM 2970718.5 |
 AU1446|---------------------------------------------------------------------|
 AU1446
 AU1446                          SUPERSEDED SURVEY CONTROL
 AU1446
 AU1446  ELLIP H (12/17/98)  -24.60   (m)                       GP(       ) 4 2
 AU1446  NGVD 29 (??/??/??)    0.609  (m)            2.00   (f) ADJUSTED    1 2
 AU1446
 AU1446.Superseded values are not recommended for survey control.
 AU1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1446.See file dsdata.txt to determine how the superseded data were derived.
 AU1446
 AU1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2931372268(NAD 83)
 AU1446_MARKER: DB = BENCH MARK DISK
 AU1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AU1446_SP_SET: SET IN A LIGHT STRUCTURE
 AU1446_STAMPING: F 222 1965
 AU1446_MARK LOGO: CGS   
 AU1446_PROJECTION: FLUSH
 AU1446_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1446+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1446
 AU1446  HISTORY     - Date     Condition        Report By
 AU1446  HISTORY     - 1965     MONUMENTED       CGS
 AU1446  HISTORY     - 19950103 GOOD             MPHI
 AU1446
 AU1446                          STATION DESCRIPTION
 AU1446
 AU1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1446'6.85 MI E FROM HOUMA.
 AU1446'6.85 MILES EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1446'IN FRACTIONAL SECTION 8, T 17 S, R 18 E, ABOUT 0.65 MILE EAST OF THE
 AU1446'SOUTH TERREBONNE HIGH SCHOOL, 35 FEET NORTH OF THE CENTER LINE OF THE
 AU1446'HIGHWAY, 117 FEET EAST OF THE CENTER LINE OF A PRIVATE SHELL DRIVEWAY,
 AU1446'SET IN THE TOP OF THE NORTH CONCRETE HEADWALL OF A CONCRETE CULVERT
 AU1446'WITH 2 RETAINING WALLS EXTENDING NORTH UNDER A METAL BUILDING, 198
 AU1446'FEET EAST OF THE UNITED GAS COMPANY PIPE LINE, 26 FEET EAST OF A LIGHT
 AU1446'POLE, 7 FEET SOUTH OF A SMALL METAL BUILDING, AND ABOUT 4 FEET BELOW
 AU1446'THE LEVEL OF THE HIGHWAY.
 AU1446
 AU1446                          STATION RECOVERY (1995)
 AU1446
 AU1446'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1446'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1518 ***********************************************************************
 BK1518  DESIGNATION -  F 226
 BK1518  PID         -  BK1518
 BK1518  STATE/COUNTY-  LA/CALCASIEU
 BK1518  USGS QUAD   -  MOSS LAKE (1994)
 BK1518
 BK1518                         *CURRENT SURVEY CONTROL
 BK1518  ___________________________________________________________________
 BK1518* NAD 83(1992)-  30 05 11.62718(N)    093 17 11.66330(W)     ADJUSTED  
 BK1518* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BK1518  **This station is located in a subsidence area (see below).
 BK1518  ___________________________________________________________________
 BK1518  X           -    -316,658.616 (meters)                     COMP
 BK1518  Y           -  -5,514,345.182 (meters)                     COMP
 BK1518  Z           -   3,178,667.110 (meters)                     COMP
 BK1518  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK1518  ELLIP HEIGHT-         -26.33  (meters)          (02/20/02) GPS OBS
 BK1518  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1518  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 BK1518  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 BK1518
 BK1518  HORZ ORDER  -  FIRST
 BK1518  VERT ORDER  -  THIRD (See Below)
 BK1518  ELLP ORDER  -  FOURTH    CLASS I
 BK1518
 BK1518.The horizontal coordinates were established by GPS observations
 BK1518.and adjusted by the National Geodetic Survey in January 1995..
 BK1518
 BK1518 ** The orthometric height has not been validated since last determined
 BK1518 ** by differential leveling and should not be used for control purposes.
 BK1518 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1518 ** area with valid NAVD 88 orthometric heights.
 BK1518 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1518 ** epoch indicated which incorporates improved geoid heights for the
 BK1518 ** Southern Louisiana Subsidence area.
 BK1518 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1518.The orthometric height was scaled from a topographic map.
 BK1518.The vertical order pertains to the first NAVD 88 superseded value.
 BK1518
 BK1518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1518
 BK1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1518
 BK1518.The ellipsoidal height was determined by GPS observations
 BK1518.and is referenced to NAD 83.
 BK1518
 BK1518.The geoid height was determined by GEOID03.
 BK1518
 BK1518.The dynamic height is computed by dividing the NAVD 88
 BK1518.geopotential number by the normal gravity value computed on the
 BK1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1518.degrees latitude (g = 980.6199 gals.).
 BK1518
 BK1518.The modeled gravity was interpolated from observed gravity values.
 BK1518
 BK1518;                    North         East     Units Scale Factor Converg.
 BK1518;SPC LA S     -   177,466.167   811,725.823   MT  0.99992686   -0 58 35.9
 BK1518;SPC LA S     -   582,236.92  2,663,137.14   sFT  0.99992686   -0 58 35.9
 BK1518;UTM  15      - 3,328,411.930   472,384.645   MT  0.99960941   -0 08 37.2
 BK1518
 BK1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1518!SPC LA S     -   1.00000414  x   0.99992686  =   0.99993099
 BK1518!UTM  15      -   1.00000414  x   0.99960941  =   0.99961354
 BK1518
 BK1518                          SUPERSEDED SURVEY CONTROL
 BK1518
 BK1518  ELLIP H (01/13/95)  -26.20   (m)                       GP(       ) 3 2
 BK1518  NAD 83(1992)-  30 05 11.62659(N)    093 17 11.66324(W) AD(       ) 1
 BK1518  ELLIP H (01/21/93)  -26.23   (m)                       GP(       ) 4 2
 BK1518  NAD 83(1986)-  30 05 11.64873(N)    093 17 11.65368(W) AD(       ) 1
 BK1518  NAVD 88 (01/13/95)    1.05   (m)            3.4    (f) LEVELING    3  
 BK1518  NGVD 29 (??/??/??)    1.025  (m)            3.36   (f) ADJUSTED    1 2
 BK1518
 BK1518.Superseded values are not recommended for survey control.
 BK1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1518.See file dsdata.txt to determine how the superseded data were derived.
 BK1518
 BK1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7238528412(NAD 83)
 BK1518_MARKER: DV = VERTICAL CONTROL DISK
 BK1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1518_SP_SET: CONCRETE POST
 BK1518_STAMPING: F 226 1965
 BK1518_MARK LOGO: CGS   
 BK1518_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1518+STABILITY: SURFACE MOTION
 BK1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1518+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 BK1518
 BK1518  HISTORY     - Date     Condition        Report By
 BK1518  HISTORY     - 1965     MONUMENTED       CGS
 BK1518  HISTORY     - 1982     GOOD             NGS
 BK1518  HISTORY     - 1982     GOOD             LADTD
 BK1518  HISTORY     - 1987     GOOD             NGS
 BK1518  HISTORY     - 1987     GOOD             USPSQD
 BK1518  HISTORY     - 19901226 GOOD             VFM
 BK1518  HISTORY     - 19990320 GOOD             USPSQD
 BK1518  HISTORY     - 20040525 GOOD             USPSQD
 BK1518  HISTORY     - 20060125 GOOD             USPSQD
 BK1518
 BK1518                          STATION DESCRIPTION
 BK1518
 BK1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BK1518'4.55 MI N FROM GRAND LAKE.
 BK1518'ABOUT 4.55 MILES NORTH ALONG STATE ROAD 384 FROM THE BIG LAKE GOSPEL
 BK1518'CHURCH AT GRAND LAKE, IN SECTION 21, T 11 S, R 9 W, ABOUT 0.5 MILE
 BK1518'EAST-NORTHEAST OF THE CALCASIEU LOCKS, ABOUT 0.2 MILE NORTH OF THE
 BK1518'BLACK BAYOU FERRY AND AT THE JUNCTION OF THE ACCESS ROAD TO THE
 BK1518'CALCASIEU LOCKS, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE STATE
 BK1518'ROAD, 57 FEET EAST OF THE CENTER LINE OF THE ACCESS ROAD TO THE LOCKS,
 BK1518'14 FEET WEST OF A POWER POLE WITH A GUY WIRE, 1.3 FEET SOUTH OF A
 BK1518'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 BK1518'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BK1518
 BK1518                          STATION RECOVERY (1982)
 BK1518
 BK1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK1518'RECOVERED IN GOOD CONDITION.
 BK1518
 BK1518                          STATION RECOVERY (1982)
 BK1518
 BK1518'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1518'RECOVERED IN GOOD CONDITION.
 BK1518
 BK1518                          STATION RECOVERY (1987)
 BK1518
 BK1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 BK1518'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK1518'
 BK1518'THE STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTHWEST OF DOWNTOWN
 BK1518'LAKE CHARLES,
 BK1518'0.3 KM (0.2 MI) NORTH OF THE INTRACOASTAL WATERWAY CALCASIEU LOCKS,
 BK1518'AT THE JUNCTION OF STATE HIGHWAY 384 AND A GRAVEL ROAD LEADING TO
 BK1518'THE CORPS OF ENGINEERS COMPLEX, IN THE VEE OF THE ROADS, ON THE
 BK1518'HIGHWAY RIGHT-OF-WAY.
 BK1518'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK1518'
 BK1518'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK1518'AND LAKE STREET (EXIT 5) IN LAKE CHARLES, GO
 BK1518'SOUTH FOR 3.1 KM (1.9 MI) ON LAKE STREET TO A CORSSROAD.
 BK1518'TURN RIGHT AND GO WEST FOR 4.9 KM (3.05 MI) ON STATE HIGHWAY 384 TO
 BK1518'A ROAD LEFT.
 BK1518'TURN LEFT AND GO SOUTH FOR 5.6 KM (3.5 MI) ON HIGHWAY 384 TO THE
 BK1518'BLACK BAYOU CEMETERY ON THE RIGHT.
 BK1518'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.52 KM (1.6 MI) ON
 BK1518'HIGHWAY 384 TO A GRAVEL ROAD LEFT (LE DOUX ROAD).
 BK1518'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.90 KM (0.58 MI) ON
 BK1518'HIGHWAY 384 TO THE AZIMUTH MARK ON THE RIGHT AT A GREEN SHINGLED
 BK1518'HOUSE.
 BK1518'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.3 KM (0.2 MI) ON HIGHWAY
 BK1518'384 TO A ROAD RIGHT AND THE STATION IN THE VEE OF THE JUNCTION.
 BK1518'
 BK1518'THE STATION IS A STANDARD CGS BENCH MARK DISK
 BK1518'STAMPED---F 226 1965---,
 BK1518'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1518'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 BK1518'16.9 METERS (55.5 FT) WEST-SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 BK1518'17.5 METERS (57.5 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD,
 BK1518'0.3 METERS (1 FT) SOUTHEAST FROM A METAL WITNESS POST,
 BK1518'4.3 METERS (14 FT) WEST FROM A UTILITY POLE,
 BK1518'0.3 METERS (1 FT) NORTH FROM A BARBED WIRE FENCE AND
 BK1518'9.7 METERS (32 FT) EAST FROM A RAILROAD TIE FENCE CORNER POST.
 BK1518'
 BK1518'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK1518'STAMPED---F 226 AZ MK 1987---,
 BK1518'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK1518'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK1518'12.3 METERS (40.5 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK1518'12.3 METERS (40.5 FT) NORTH FROM THE CENTER OF THE DRIVE TO THE
 BK1518'HOUSE,
 BK1518'8.7 METERS (28.5 FT) SOUTH FROM THE CENTER OF A DRIVE LEADING TO A
 BK1518'BLUE SHINGLED HOUSE,
 BK1518'1.5 METERS (5 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE AND
 BK1518'1 METERS (3.5 FT) SOUTH-SOUTHEAST FROM A TELEPHONE PEDESTAL NO. 89.
 BK1518'TO REACH THE AZIMUTH FROM THE STATION,
 BK1518'GO NORTH FOR 0.3 KM (0.2 MI) ON HIGHWAY 384 TO THE AZIMUTH MARK ON
 BK1518'THE LEFT AT A GREET SHINGLED HOUSE.
 BK1518
 BK1518                          STATION RECOVERY (1987)
 BK1518
 BK1518'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 BK1518'RECOVERED IN GOOD CONDITION.
 BK1518
 BK1518                          STATION RECOVERY (1990)
 BK1518
 BK1518'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK1518'RECOVERED AS DESCRIBED
 BK1518
 BK1518                          STATION RECOVERY (1999)
 BK1518
 BK1518'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1518'RECOVERED IN GOOD CONDITION.
 BK1518
 BK1518                          STATION RECOVERY (2004)
 BK1518
 BK1518'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK1518'MARK RECOVERED.  GREEN SHINGLED HOUSE NO LONGER EXISTS. MARK IS
 BK1518'LOCATED BETWEEN THE ACCESS ROAD TO THE INTERCOSTAL WATERWAY LOCKS AND
 BK1518'HIGHWAY 384.
 BK1518
 BK1518                          STATION RECOVERY (2006)
 BK1518
 BK1518'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3296 ***********************************************************************
 BK3296  DESIGNATION -  F 226 AZ MK
 BK3296  PID         -  BK3296
 BK3296  STATE/COUNTY-  LA/CALCASIEU
 BK3296  USGS QUAD   -  MOSS LAKE (1994)
 BK3296
 BK3296                         *CURRENT SURVEY CONTROL
 BK3296  ___________________________________________________________________
 BK3296* NAD 83(1992)-  30 05 24.56203(N)    093 17 12.84978(W)     ADJUSTED  
 BK3296* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 BK3296  **This station is located in a subsidence area (see below).
 BK3296  ___________________________________________________________________
 BK3296  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK3296  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK3296
 BK3296  HORZ ORDER  -  SECOND
 BK3296
 BK3296.The horizontal coordinates were established by classical geodetic methods
 BK3296.and adjusted by the National Geodetic Survey in January 1993..
 BK3296.No horizontal observational check was made to the station.
 BK3296
 BK3296 ** The orthometric height has not been validated since last determined
 BK3296 ** by differential leveling and should not be used for control purposes.
 BK3296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3296 ** area with valid NAVD 88 orthometric heights.
 BK3296 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3296 ** epoch indicated which incorporates improved geoid heights for the
 BK3296 ** Southern Louisiana Subsidence area.
 BK3296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3296
 BK3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3296
 BK3296.The geoid height was determined by GEOID03.
 BK3296
 BK3296;                    North         East     Units Scale Factor Converg.
 BK3296;SPC LA S     -   177,864.921   811,700.848   MT  0.99992695   -0 58 36.5
 BK3296;SPC LA S     -   583,545.16  2,663,055.20   sFT  0.99992695   -0 58 36.5
 BK3296;UTM  15      - 3,328,810.153   472,353.885   MT  0.99960943   -0 08 37.8
 BK3296
 BK3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3296!SPC LA S     -   1.00000411  x   0.99992695  =   0.99993106
 BK3296!UTM  15      -   1.00000411  x   0.99960943  =   0.99961354
 BK3296
 BK3296                          SUPERSEDED SURVEY CONTROL
 BK3296
 BK3296  NAD 83(1986)-  30 05 24.58417(N)    093 17 12.84026(W) AD(       ) 2
 BK3296  NGVD 29 (05/20/88)    1.     (m)            3.     (f) VERT ANG       
 BK3296
 BK3296.Superseded values are not recommended for survey control.
 BK3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3296.See file dsdata.txt to determine how the superseded data were derived.
 BK3296
 BK3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7235428810(NAD 83)
 BK3296_MARKER: DZ = AZIMUTH MARK DISK
 BK3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3296_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3296+STABILITY: SURFACE MOTION
 BK3296
 BK3296  HISTORY     - Date     Condition        Report By
 BK3296  HISTORY     - 1987     MONUMENTED       LADTD
 BK3296  HISTORY     - 19990320 GOOD             USPSQD
 BK3296
 BK3296                          STATION DESCRIPTION
 BK3296
 BK3296'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3296'THE STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTHWEST OF DOWNTOWN
 BK3296'LAKE CHARLES,
 BK3296'0.3 KM (0.2 MI) NORTH OF ENTRANCE TO THE CORPS OF ENGINEERS COMPLEX,
 BK3296'0.6 KM (0.4 MI) NORTH OF THE INTRACOASTAL WATERWAY CALCASIEU LOCKS.
 BK3296'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3296'
 BK3296'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3296'AND LAKE STREET (EXIT 5) IN LAKE CHARLES, GO
 BK3296'SOUTH FOR 3.1 KM (1.9 MI) ON LAKE STREET TO A CROSSROAD.
 BK3296'TURN RIGHT AND GO WEST FOR 4.9 KM (3.05 MI) ON STATE HIGHWAY 384 TO
 BK3296'A ROAD LEFT.
 BK3296'TURN LEFT AND GO SOUTH FOR 5.6 KM (3.5 MI) ON HIGHWAY 384 TO THE
 BK3296'BLACK BAYOU CEMETERY ON THE RIGHT.
 BK3296'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.5 KM (2.2 MI) ON HIGHWAY
 BK3296'384 TO THE STATION ON THE RIGHT IN FRONT OF A GREEN SHINGLED HOUSE.
 BK3296'
 BK3296'THE STATION IS A STANDARD NGS DISK
 BK3296'STAMPED---F 226 AZ MK 1987---,
 BK3296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3296'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3296'12.3 METERS (40.5 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK3296'12.3 METERS (40.5 FT) NORTH FROM THE CENTER OF THE GRAVEL ROAD,
 BK3296'8.7 METERS (28.5 FT) SOUTH FROM THE CENTER OF A DRIVE LEADING TO A
 BK3296'BLUE SHINGLED HOSUE,
 BK3296'1.5 METERS (5 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE NO. 106 AND
 BK3296'1 METERS (3.5 FT) SOUTH-SOUTHEAST FROM A TELEPHONE PEDESTAL NO. 89.
 BK3296
 BK3296                          STATION RECOVERY (1999)
 BK3296
 BK3296'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1396 ***********************************************************************
 AU1396  DESIGNATION -  F 227
 AU1396  PID         -  AU1396
 AU1396  STATE/COUNTY-  LA/TERREBONNE
 AU1396  USGS QUAD   -  GIBSON (1980)
 AU1396
 AU1396                         *CURRENT SURVEY CONTROL
 AU1396  ___________________________________________________________________
 AU1396* NAD 83(1992)-  29 38 55.64970(N)    090 58 08.60840(W)     ADJUSTED  
 AU1396* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1396  **This station is located in a subsidence area (see below).
 AU1396  ___________________________________________________________________
 AU1396  X           -     -93,823.442 (meters)                     COMP
 AU1396  Y           -  -5,546,804.507 (meters)                     COMP
 AU1396  Z           -   3,136,586.938 (meters)                     COMP
 AU1396  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AU1396  ELLIP HEIGHT-         -24.01  (meters)          (02/21/02) GPS OBS
 AU1396  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AU1396  DYNAMIC HT  -           1.6   (meters)       5.    (feet)  COMP
 AU1396  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 AU1396
 AU1396  HORZ ORDER  -  FIRST
 AU1396  VERT ORDER  -  THIRD (See Below)
 AU1396  ELLP ORDER  -  FIFTH     CLASS I
 AU1396
 AU1396.The horizontal coordinates were established by GPS observations
 AU1396.and adjusted by the National Geodetic Survey in December 1998..
 AU1396
 AU1396 ** The orthometric height has not been validated since last determined
 AU1396 ** by differential leveling and should not be used for control purposes.
 AU1396 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1396 ** area with valid NAVD 88 orthometric heights.
 AU1396 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1396 ** epoch indicated which incorporates improved geoid heights for the
 AU1396 ** Southern Louisiana Subsidence area.
 AU1396 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1396.The orthometric height was scaled from a topographic map.
 AU1396.The vertical order pertains to the first NAVD 88 superseded value.
 AU1396
 AU1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1396
 AU1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1396
 AU1396.The ellipsoidal height was determined by GPS observations
 AU1396.and is referenced to NAD 83.
 AU1396
 AU1396.The geoid height was determined by GEOID03.
 AU1396
 AU1396.The dynamic height is computed by dividing the NAVD 88
 AU1396.geopotential number by the normal gravity value computed on the
 AU1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1396.degrees latitude (g = 980.6199 gals.).
 AU1396
 AU1396.The modeled gravity was interpolated from observed gravity values.
 AU1396
 AU1396;                    North         East     Units Scale Factor Converg.
 AU1396;SPC LA S     -   127,393.845 1,035,268.667   MT  0.99994450   +0 10 55.7
 AU1396;SPC LA S     -   417,957.97  3,396,543.95   sFT  0.99994450   +0 10 55.7
 AU1396;UTM  15      - 3,281,593.666   696,586.890   MT  1.00007686   +1 00 18.0
 AU1396
 AU1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1396!SPC LA S     -   1.00000377  x   0.99994450  =   0.99994827
 AU1396!UTM  15      -   1.00000377  x   1.00007686  =   1.00008063
 AU1396
 AU1396                          SUPERSEDED SURVEY CONTROL
 AU1396
 AU1396  ELLIP H (12/17/98)  -24.01   (m)                       GP(       ) 4 2
 AU1396  NAVD 88 (06/15/91)    1.615  (m)            5.30   (f) UNKNOWN     1 2
 AU1396  NGVD 29 (??/??/??)    1.657  (m)            5.44   (f) ADJUSTED    1 2
 AU1396
 AU1396.Superseded values are not recommended for survey control.
 AU1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1396.See file dsdata.txt to determine how the superseded data were derived.
 AU1396
 AU1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9658781594(NAD 83)
 AU1396_MARKER: DB = BENCH MARK DISK
 AU1396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1396_SP_SET: COPPER-CLAD STEEL ROD
 AU1396_STAMPING: F 227 1965
 AU1396_MARK LOGO: CGS   
 AU1396_PROJECTION: FLUSH
 AU1396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1396+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1396_ROD/PIPE-DEPTH: 31.7 meters
 AU1396
 AU1396  HISTORY     - Date     Condition        Report By
 AU1396  HISTORY     - 1965     MONUMENTED       CGS
 AU1396  HISTORY     - 1980     GOOD             LADTD
 AU1396  HISTORY     - 1982     GOOD             NGS
 AU1396  HISTORY     - 19930303 GOOD             NGS
 AU1396  HISTORY     - 19950103 GOOD             MPHI
 AU1396
 AU1396                          STATION DESCRIPTION
 AU1396
 AU1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1396'3.85 MI SE FROM GIBSON.
 AU1396'3.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM A CONCRETE BRIDGE OVER
 AU1396'BAYOU BLACK AT GIBSON, IN FRACTIONAL SECTION 74, T 16 S, R 15 E, AT
 AU1396'THE ENTRANCE TO THE UNITED GAS COMPANY BUILDING, 291 FEET SOUTH OF THE
 AU1396'CENTER LINE OF THE HIGHWAY, 19 FEET NORTHWEST OF THE EAST CORNER OF A
 AU1396'FENCE AROUND THE GAS COMPANY, 10 1/2 FEET NORTHWEST OF THE CENTER OF A
 AU1396'STEEL GATE, 1 FOOT NORTHEAST OF THE FENCE, ABOUT LEVEL WITH THE
 AU1396'HIGHWAY, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 AU1396'DRIVEN TO A DEPTH OF 104 FEET AND IS ENCASED IN A 5-INCH CAST IRON
 AU1396'PIPE WHICH IS SET FLUSH WITH THE GROUND.
 AU1396
 AU1396                          STATION RECOVERY (1980)
 AU1396
 AU1396'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 AU1396'RECOVERED IN GOOD CONDITION.
 AU1396
 AU1396                          STATION RECOVERY (1982)
 AU1396
 AU1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1396'THE MARK IS ABOVE LEVEL WITH SHELL ROAD.
 AU1396'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.7 KILOMETERS
 AU1396'(3.55 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHEAST END OF
 AU1396'THE HIGHWAY BRIDGE OVER BAYOU BLACK IN GIBSON, THENCE 0.08 KILOMETER
 AU1396'(0.05 MILE) SOUTHWEST ALONG A SHELL ROAD TO A GAS PIPE LINE TRANSFER
 AU1396'STATION, 5.79 METERS (19.0 FEET) NORTHWEST OF THE EAST CORNER OF THE
 AU1396'CHAIN LINK FENCE ENCLOSING THE PIPE LINE, 3.20 METERS (10.5 FEET)
 AU1396'NORTHWEST OF THE CENTER OF THE CHAIN LINK ENTRANCE GATE OF THE PIPE
 AU1396'LINE, 0.30 METER (1.0 FOOT) NORTHEAST OF THE CHAIN LINK FENCE.
 AU1396'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AU1396
 AU1396                          STATION RECOVERY (1993)
 AU1396
 AU1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1396'0.2 KM (0.10 MI) SOUTHERLY ALONG CAROLL STREET FROM THE POST OFFICE
 AU1396'IN GIBSON, THENCE 4.9 KM (3.05 MI) SOUTHEASTERLY ALONG SOUTH BAYOU
 AU1396'BLACK DRIVE AND U.S. HIGHWAY 90, THENCE 0.1 KM (0.05 MI)
 AU1396'SOUTHWESTERLY ALONG A TRACK ROAD, 3.1 M (10.2 FT) NORTHWEST OF THE
 AU1396'CENTER OF THE ROAD AND A GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AU1396'ROAD, 0.3 M (1.0 FT) NORTHEAST OF A FENCE, AND 0.2 M (0.7 FT)
 AU1396'SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 AU1396'METAL PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AU1396
 AU1396                          STATION RECOVERY (1995)
 AU1396
 AU1396'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1396'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1429 ***********************************************************************
 BH1429  DESIGNATION -  F 23
 BH1429  PID         -  BH1429
 BH1429  STATE/COUNTY-  LA/WASHINGTON
 BH1429  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1429
 BH1429                         *CURRENT SURVEY CONTROL
 BH1429  ___________________________________________________________________
 BH1429* NAD 83(1986)-  30 49 43.     (N)    089 50 59.     (W)     SCALED    
 BH1429* NAVD 88     -        32.24   (+/-2cm)     105.8    (feet)  VERTCON   
 BH1429  ___________________________________________________________________
 BH1429  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BH1429
 BH1429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1429
 BH1429.The horizontal coordinates were scaled from a topographic map and have
 BH1429.an estimated accuracy of +/- 6 seconds.
 BH1429
 BH1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1429.The vertical order pertains to the NGVD 29 superseded value.
 BH1429
 BH1429.The geoid height was determined by GEOID03.
 BH1429
 BH1429;                    North         East    Units  Estimated Accuracy
 BH1429;SPC LA S     -   259,040.    1,141,940.      MT  (+/- 180 meters Scaled)
 BH1429
 BH1429                          SUPERSEDED SURVEY CONTROL
 BH1429
 BH1429  NGVD 29 (??/??/??)   32.322  (m)          106.04   (f) ADJUSTED    2 0
 BH1429
 BH1429.Superseded values are not recommended for survey control.
 BH1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1429.See file dsdata.txt to determine how the superseded data were derived.
 BH1429
 BH1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV274140(NAD 83)
 BH1429_MARKER: DB = BENCH MARK DISK
 BH1429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1429_SP_SET: CULVERT
 BH1429_STAMPING: F 23 1934
 BH1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1429
 BH1429  HISTORY     - Date     Condition        Report By
 BH1429  HISTORY     - 1934     MONUMENTED       CGS
 BH1429  HISTORY     - 1955     GOOD             CGS
 BH1429
 BH1429                          STATION DESCRIPTION
 BH1429
 BH1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1429'3.4 MI N FROM BOGALUSA.
 BH1429'3.4 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH1429'STATION AT BOGALUSA, WASHINGTON PARISH, 13 POLES NORTH OF MILEPOST 74,
 BH1429'89 FEET NORTHWEST OF POLE 925 (THIRD POLE NORTH OF A ROAD CROSSING),
 BH1429'AT A 5-BY 6-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE
 BH1429'WEST HEADWALL, 12 FEET WEST OF THE WEST RAIL, AND 4 FEET BELOW THE
 BH1429'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED 106 F 23 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0650 ***********************************************************************
 BX0650  DESIGNATION -  F 230
 BX0650  PID         -  BX0650
 BX0650  STATE/COUNTY-  LA/RAPIDES
 BX0650  USGS QUAD   -  BALL (1993)
 BX0650
 BX0650                         *CURRENT SURVEY CONTROL
 BX0650  ___________________________________________________________________
 BX0650* NAD 83(1986)-  31 23 43.     (N)    092 24 33.     (W)     SCALED    
 BX0650* NAVD 88     -        37.62   (+/-2cm)     123.4    (feet)  VERTCON   
 BX0650  ___________________________________________________________________
 BX0650  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX0650
 BX0650  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0650
 BX0650.The horizontal coordinates were scaled from a topographic map and have
 BX0650.an estimated accuracy of +/- 6 seconds.
 BX0650
 BX0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0650.The vertical order pertains to the NGVD 29 superseded value.
 BX0650
 BX0650.The geoid height was determined by GEOID03.
 BX0650
 BX0650;                    North         East    Units  Estimated Accuracy
 BX0650;SPC LA N     -    99,270.    1,008,640.      MT  (+/- 180 meters Scaled)
 BX0650
 BX0650                          SUPERSEDED SURVEY CONTROL
 BX0650
 BX0650  NGVD 29 (??/??/??)   37.601  (m)          123.36   (f) ADJUSTED    1 2
 BX0650
 BX0650.Superseded values are not recommended for survey control.
 BX0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0650.See file dsdata.txt to determine how the superseded data were derived.
 BX0650
 BX0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561735(NAD 83)
 BX0650_MARKER: DB = BENCH MARK DISK
 BX0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0650_SP_SET: BRIDGE CURB
 BX0650_STAMPING: F 230 1965
 BX0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0650
 BX0650  HISTORY     - Date     Condition        Report By
 BX0650  HISTORY     - 1965     MONUMENTED       CGS
 BX0650  HISTORY     - 1966     GOOD             CGS
 BX0650  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0650  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 BX0650
 BX0650                          STATION DESCRIPTION
 BX0650
 BX0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0650'598 MI N FROM PINEVILLE.
 BX0650'ABOUT 3.55 MILES NORTH ALONG U.S. HIGHWAY 165 (BUSINESS ROUTE) FROM
 BX0650'THE POST OFFICE AT PINEVILLE, THENCE 2.25 MILES NORTH ALONG U.S.
 BX0650'HIGHWAY 165 BYPASS, IN SECTION 20, T 5 N, R 1 E, 0.35 MILE NORTH OF
 BX0650'PARADISE ELEMENTARY SCHOOL, AT THE SOUTHWEST CORNER OF A CONCRETE
 BX0650'HIGHWAY BRIDGE OVER BAYOU FAGON, 15 FEET WEST OF THE CENTER LINE OF
 BX0650'THE HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX0650'THE TOP OF THE SOUTH END OF THE WEST CONCRETE CURB OF THE BRIDGE.
 BX0650
 BX0650                          STATION RECOVERY (1999)
 BX0650
 BX0650'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0650'MARK NOT FOUND.
 BX0650
 BX0650                          STATION RECOVERY (2004)
 BX0650
 BX0650'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0650'HIGHWAY IS NOW COMPRISED OF DUAL TWO LANE HIGHWAYS SEPARATED BY A
 BX0650'GRASS MEDIAN AND NEW BRIDGES WERE CONSTRUCTED IN 1983 REPLACING THE
 BX0650'PREVIOUS TWO LANE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0075 ***********************************************************************
 BX0075  DESIGNATION -  F 232
 BX0075  PID         -  BX0075
 BX0075  STATE/COUNTY-  LA/LA SALLE
 BX0075  USGS QUAD   -  TULLOS (1984)
 BX0075
 BX0075                         *CURRENT SURVEY CONTROL
 BX0075  ___________________________________________________________________
 BX0075* NAD 83(1986)-  31 49 05.     (N)    092 19 58.     (W)     SCALED    
 BX0075* NAVD 88     -        31.09   (+/-2cm)     102.0    (feet)  VERTCON   
 BX0075  ___________________________________________________________________
 BX0075  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0075
 BX0075  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0075
 BX0075.The horizontal coordinates were scaled from a topographic map and have
 BX0075.an estimated accuracy of +/- 6 seconds.
 BX0075
 BX0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0075.The vertical order pertains to the NGVD 29 superseded value.
 BX0075
 BX0075.The geoid height was determined by GEOID03.
 BX0075
 BX0075;                    North         East    Units  Estimated Accuracy
 BX0075;SPC LA N     -   146,150.    1,015,830.      MT  (+/- 180 meters Scaled)
 BX0075
 BX0075                          SUPERSEDED SURVEY CONTROL
 BX0075
 BX0075  NGVD 29 (??/??/??)   31.098  (m)          102.03   (f) ADJUSTED    1 2
 BX0075
 BX0075.Superseded values are not recommended for survey control.
 BX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0075.See file dsdata.txt to determine how the superseded data were derived.
 BX0075
 BX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR631204(NAD 83)
 BX0075_MARKER: DB = BENCH MARK DISK
 BX0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0075_SP_SET: OIL WELL
 BX0075_STAMPING: F 232 1965
 BX0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0075
 BX0075  HISTORY     - Date     Condition        Report By
 BX0075  HISTORY     - 1965     MONUMENTED       CGS
 BX0075
 BX0075                          STATION DESCRIPTION
 BX0075
 BX0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0075'0.25 MI SW FROM TULLOS.
 BX0075'ABOUT 0.25 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0075'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 26, T 10 N, R 1 E, 137 FEET
 BX0075'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 123 FEET SOUTHWEST
 BX0075'OF A POWER POLE BEARING 2 TRANSFORMERS, 40 FEET NORTHWEST OF THE
 BX0075'RAILROAD RIGHT-OF-WAY FENCE, 38 FEET SOUTHEAST OF THE CENTER LINE OF A
 BX0075'GRAVELED ROAD, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET
 BX0075'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF AN ABANDONED 12-INCH
 BX0075'OIL WELL CASING FILLED WITH CONCRETE AND PROJECTING 1 FOOT ABOVE THE
 BX0075'GROUND.  NOTE-- THIS CASING IS OVER 1400 FEET IN THE GROUND ACCORDING
 BX0075'TO AN OIL FIELD WORKER AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2695 ***********************************************************************
 BJ2695  DESIGNATION -  F 235
 BJ2695  PID         -  BJ2695
 BJ2695  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2695  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2695
 BJ2695                         *CURRENT SURVEY CONTROL
 BJ2695  ___________________________________________________________________
 BJ2695* NAD 83(1986)-  30 49 57.     (N)    091 47 15.     (W)     SCALED    
 BJ2695* NAVD 88     -        10.43   (+/-2cm)      34.2    (feet)  VERTCON   
 BJ2695  ___________________________________________________________________
 BJ2695  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ2695
 BJ2695  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2695
 BJ2695.The horizontal coordinates were scaled from a topographic map and have
 BJ2695.an estimated accuracy of +/- 6 seconds.
 BJ2695
 BJ2695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2695.The vertical order pertains to the NGVD 29 superseded value.
 BJ2695
 BJ2695.The geoid height was determined by GEOID03.
 BJ2695
 BJ2695;                    North         East    Units  Estimated Accuracy
 BJ2695;SPC LA S     -   258,640.      956,550.      MT  (+/- 180 meters Scaled)
 BJ2695
 BJ2695                          SUPERSEDED SURVEY CONTROL
 BJ2695
 BJ2695  NGVD 29 (??/??/??)   10.419  (m)           34.18   (f) ADJUSTED    1 2
 BJ2695
 BJ2695.Superseded values are not recommended for survey control.
 BJ2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2695.See file dsdata.txt to determine how the superseded data were derived.
 BJ2695
 BJ2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ159116(NAD 83)
 BJ2695_MARKER: DB = BENCH MARK DISK
 BJ2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2695_STAMPING: F 235 1966
 BJ2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2695+STABILITY: SURFACE MOTION
 BJ2695
 BJ2695  HISTORY     - Date     Condition        Report By
 BJ2695  HISTORY     - 1966     MONUMENTED       CGS
 BJ2695
 BJ2695                          STATION DESCRIPTION
 BJ2695
 BJ2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2695'11.55 MI S FROM SIMMESPORT.
 BJ2695'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2695'SIMMESPORT, THENCE 7.65 MILES SOUTH ALONG STATE ROAD 417, THENCE 3.1
 BJ2695'MILES SOUTH ALONG A GRAVELED ROAD, OR ABOUT 0.5 MILE EAST ALONG THE
 BJ2695'TEXAS AND PACIFIC RAILWAY FROM THE STATION AT MELVILLE, THENCE 5.75
 BJ2695'MILES NORTH ALONG A LEVEE AND STATE ROAD 417, THENCE 6.1 MILES NORTH
 BJ2695'ALONG A GRAVELED ROAD, IN SECTION 5, T 3 S, R 7 E, 77.2 FEET WEST OF
 BJ2695'THE NORTHWEST CORNER OF THE HOME OF REV. JOE HOLMES, 87 FEET EAST OF
 BJ2695'THE CENTER LINE OF THE GRAVELED ROAD, 76 1/2 FEET NORTH OF THE CENTER
 BJ2695'LINE OF A DRIVEWAY, 21 1/2 FEET EAST OF A POWER POLE WHICH IS BRACED
 BJ2695'BY A GUY WIRE, 4.4 FEET SOUTH OF A PIPE FENCE CORNER POST IN A YARD
 BJ2695'FENCE, 1.4 FEET WEST OF A CHAIN-LINK FENCE, ABOUT 3 FEET BELOW THE
 BJ2695'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 BJ2695'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0552 ***********************************************************************
 BX0552  DESIGNATION -  F 236
 BX0552  PID         -  BX0552
 BX0552  STATE/COUNTY-  LA/LA SALLE
 BX0552  USGS QUAD   -  HOLLOWAY (1994)
 BX0552
 BX0552                         *CURRENT SURVEY CONTROL
 BX0552  ___________________________________________________________________
 BX0552* NAD 83(1986)-  31 26 05.     (N)    092 09 06.     (W)     SCALED    
 BX0552* NAVD 88     -        18.67   (+/-2cm)      61.3    (feet)  VERTCON   
 BX0552  ___________________________________________________________________
 BX0552  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX0552
 BX0552  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0552
 BX0552.The horizontal coordinates were scaled from a topographic map and have
 BX0552.an estimated accuracy of +/- 6 seconds.
 BX0552
 BX0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0552.The vertical order pertains to the NGVD 29 superseded value.
 BX0552
 BX0552.The geoid height was determined by GEOID03.
 BX0552
 BX0552;                    North         East    Units  Estimated Accuracy
 BX0552;SPC LA N     -   103,690.    1,033,110.      MT  (+/- 180 meters Scaled)
 BX0552
 BX0552                          SUPERSEDED SURVEY CONTROL
 BX0552
 BX0552  NGVD 29 (??/??/??)   18.656  (m)           61.21   (f) ADJUSTED    1 2
 BX0552
 BX0552.Superseded values are not recommended for survey control.
 BX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0552.See file dsdata.txt to determine how the superseded data were derived.
 BX0552
 BX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ806780(NAD 83)
 BX0552_MARKER: DB = BENCH MARK DISK
 BX0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0552_SP_SET: BRIDGE ABUTMENT
 BX0552_STAMPING: F 236 1966
 BX0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0552
 BX0552  HISTORY     - Date     Condition        Report By
 BX0552  HISTORY     - 1966     MONUMENTED       CGS
 BX0552
 BX0552                          STATION DESCRIPTION
 BX0552
 BX0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0552'12.75 MI NE FROM LIBUSE.
 BX0552'ABOUT 12.75 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0552'OFFICE AT LIBUSE, IN SECTION 3, T 5 N, R 3 E, ABOUT 0.55 MILE
 BX0552'NORTHEAST OF THE RAPIDES-LA SALLE PARISH LINE, 21 FEET SOUTHEAST OF
 BX0552'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF
 BX0552'THE NORTHEAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER LITTLE
 BX0552'SALINE BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0907 ***********************************************************************
 BX0907  DESIGNATION -  F 237
 BX0907  PID         -  BX0907
 BX0907  STATE/COUNTY-  LA/RAPIDES
 BX0907  USGS QUAD   -  ALEXANDRIA (1992)
 BX0907
 BX0907                         *CURRENT SURVEY CONTROL
 BX0907  ___________________________________________________________________
 BX0907* NAD 83(1986)-  31 17 06.     (N)    092 24 28.     (W)     SCALED    
 BX0907* NAVD 88     -        23.51   (+/-2cm)      77.1    (feet)  VERTCON   
 BX0907  ___________________________________________________________________
 BX0907  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX0907
 BX0907  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0907
 BX0907.The horizontal coordinates were scaled from a topographic map and have
 BX0907.an estimated accuracy of +/- 6 seconds.
 BX0907
 BX0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0907.The vertical order pertains to the NGVD 29 superseded value.
 BX0907
 BX0907.The geoid height was determined by GEOID03.
 BX0907
 BX0907;                    North         East    Units  Estimated Accuracy
 BX0907;SPC LA N     -    87,040.    1,008,780.      MT  (+/- 180 meters Scaled)
 BX0907
 BX0907                          SUPERSEDED SURVEY CONTROL
 BX0907
 BX0907  NGVD 29 (??/??/??)   23.493  (m)           77.08   (f) ADJUSTED    1 2
 BX0907
 BX0907.Superseded values are not recommended for survey control.
 BX0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0907.See file dsdata.txt to determine how the superseded data were derived.
 BX0907
 BX0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ563613(NAD 83)
 BX0907_MARKER: DB = BENCH MARK DISK
 BX0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0907_STAMPING: F 237 1966
 BX0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0907+STABILITY: SURFACE MOTION
 BX0907
 BX0907  HISTORY     - Date     Condition        Report By
 BX0907  HISTORY     - 1966     MONUMENTED       CGS
 BX0907  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0907
 BX0907                          STATION DESCRIPTION
 BX0907
 BX0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0907'2.85 MI SE FROM ALEXANDRIA.
 BX0907'ABOUT 2.82 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BX0907'ALEXANDRIA, IN SECTION 3, T 4 N, R 1 E, 39 1/2 FEET NORTHEAST OF THE
 BX0907'CENTER LINE OF THE HIGHWAY, 59 1/2  FEET SOUTH OF THE SOUTH CORNER OF
 BX0907'A BRICK HOUSE, 42 1/2 FEET SOUTHEAST OF A LIGHT POLE, 1.6 FEET
 BX0907'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BX0907'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BX0907
 BX0907                          STATION RECOVERY (1999)
 BX0907
 BX0907'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2263 ***********************************************************************
 BX2263  DESIGNATION -  F 237 LADH RESET 1970
 BX2263  PID         -  BX2263
 BX2263  STATE/COUNTY-  LA/RAPIDES
 BX2263  USGS QUAD   -  ALEXANDRIA (1992)
 BX2263
 BX2263                         *CURRENT SURVEY CONTROL
 BX2263  ___________________________________________________________________
 BX2263* NAD 83(1986)-  31 17 06.     (N)    092 24 28.     (W)     SCALED    
 BX2263* NAVD 88     -        23.263  (meters)      76.32   (feet)  ADJUSTED  
 BX2263  ___________________________________________________________________
 BX2263  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX2263  DYNAMIC HT  -          23.235 (meters)      76.23  (feet)  COMP
 BX2263  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 BX2263
 BX2263  VERT ORDER  -  FIRST     CLASS I
 BX2263
 BX2263.The horizontal coordinates were scaled from a topographic map and have
 BX2263.an estimated accuracy of +/- 6 seconds.
 BX2263
 BX2263.The orthometric height was determined by differential leveling
 BX2263.and adjusted by the National Geodetic Survey in February 1994..
 BX2263
 BX2263.The geoid height was determined by GEOID03.
 BX2263
 BX2263.The dynamic height is computed by dividing the NAVD 88
 BX2263.geopotential number by the normal gravity value computed on the
 BX2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2263.degrees latitude (g = 980.6199 gals.).
 BX2263
 BX2263.The modeled gravity was interpolated from observed gravity values.
 BX2263
 BX2263;                    North         East    Units  Estimated Accuracy
 BX2263;SPC LA N     -    87,040.    1,008,780.      MT  (+/- 180 meters Scaled)
 BX2263
 BX2263                          SUPERSEDED SURVEY CONTROL
 BX2263
 BX2263  NAVD 88 (06/15/91)   23.264  (m)           76.33   (f) UNKNOWN     1 1
 BX2263  NGVD 29 (??/??/??)   23.249  (m)           76.28   (f) ADJUSTED    1 1
 BX2263
 BX2263.Superseded values are not recommended for survey control.
 BX2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2263.See file dsdata.txt to determine how the superseded data were derived.
 BX2263
 BX2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ563613(NAD 83)
 BX2263_MARKER: DB = BENCH MARK DISK
 BX2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2263_SP_SET: CONCRETE POST
 BX2263_STAMPING: F 237 RESET 1970
 BX2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2263+STABILITY: SURFACE MOTION
 BX2263
 BX2263  HISTORY     - Date     Condition        Report By
 BX2263  HISTORY     - 1970     MONUMENTED       LADH
 BX2263  HISTORY     - 1977     GOOD             NGS
 BX2263  HISTORY     - 19990424 GOOD             USPSQD
 BX2263
 BX2263                          STATION DESCRIPTION
 BX2263
 BX2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2263'2.9 MI SE FROM ALEXANDRIA.
 BX2263'ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CITY
 BX2263'HALL AT ALEXANDRIA, 46.3 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER
 BX2263'OF A BRICK HOUSE, 44.6 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX2263'NORTH BOUND LANES OF STATE HIGHWAY 1, 8 FEET NORTHWEST OF THE
 BX2263'CENTER LINE OF A DIRT LANE EAST TO A STEEL GATE AND FENCE, 36
 BX2263'FEET WEST OF THE CENTER OF A STEEL GATE.
 BX2263
 BX2263                          STATION RECOVERY (1999)
 BX2263
 BX2263'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0868 ***********************************************************************
 BX0868  DESIGNATION -  F 238
 BX0868  PID         -  BX0868
 BX0868  STATE/COUNTY-  LA/RAPIDES
 BX0868  USGS QUAD   -  CHENEYVILLE (1992)
 BX0868
 BX0868                         *CURRENT SURVEY CONTROL
 BX0868  ___________________________________________________________________
 BX0868* NAD 83(1986)-  31 07 27.     (N)    092 15 56.     (W)     SCALED    
 BX0868* NAVD 88     -        18.780  (meters)      61.61   (feet)  ADJUSTED  
 BX0868  ___________________________________________________________________
 BX0868  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BX0868  DYNAMIC HT  -          18.756 (meters)      61.54  (feet)  COMP
 BX0868  MODELED GRAV-     979,390.5   (mgal)                       NAVD 88
 BX0868
 BX0868  VERT ORDER  -  FIRST     CLASS I
 BX0868
 BX0868.The horizontal coordinates were scaled from a topographic map and have
 BX0868.an estimated accuracy of +/- 6 seconds.
 BX0868
 BX0868.The orthometric height was determined by differential leveling
 BX0868.and adjusted by the National Geodetic Survey in February 1994..
 BX0868
 BX0868.The geoid height was determined by GEOID03.
 BX0868
 BX0868.The dynamic height is computed by dividing the NAVD 88
 BX0868.geopotential number by the normal gravity value computed on the
 BX0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0868.degrees latitude (g = 980.6199 gals.).
 BX0868
 BX0868.The modeled gravity was interpolated from observed gravity values.
 BX0868
 BX0868;                    North         East    Units  Estimated Accuracy
 BX0868;SPC LA N     -    69,230.    1,022,360.      MT  (+/- 180 meters Scaled)
 BX0868
 BX0868                          SUPERSEDED SURVEY CONTROL
 BX0868
 BX0868  NAVD 88 (06/15/91)   18.784  (m)           61.63   (f) UNKNOWN     1 1
 BX0868  NGVD 29 (??/??/??)   18.755  (m)           61.53   (f) ADJUSTED    1 1
 BX0868
 BX0868.Superseded values are not recommended for survey control.
 BX0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0868.See file dsdata.txt to determine how the superseded data were derived.
 BX0868
 BX0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ700435(NAD 83)
 BX0868_MARKER: DB = BENCH MARK DISK
 BX0868_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0868_SP_SET: 128 FEET
 BX0868_STAMPING: F 238 1966
 BX0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0868
 BX0868  HISTORY     - Date     Condition        Report By
 BX0868  HISTORY     - 1966     MONUMENTED       CGS
 BX0868  HISTORY     - 1977     GOOD             NGS
 BX0868  HISTORY     - 19990424 GOOD             USPSQD
 BX0868
 BX0868                          STATION DESCRIPTION
 BX0868
 BX0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0868'1.7 MI NW FROM ECHO.
 BX0868'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX0868'AT ECHO, IN SECTION 28, T 2 N, R 2 E, ABOUT 150 YARDS SOUTH-SOUTHEAST
 BX0868'OF AND ACROSS THE KANSAS CITY AND SOUTHERN RAILROAD FROM THE JUNCTION
 BX0868'OF THE HIGHWAY AND STATE ROAD 457, 204 FEET SOUTHWEST OF AND ACROSS
 BX0868'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTHWEST OF
 BX0868'THE SOUTHWEST RAIL, 32 1/2 FEET EAST-NORTHEAST OF THE EAST CORNER OF A
 BX0868'HOUSE, 13 1/2 FEET SOUTHEAST OF A LONE FORKED LIVE OAK TREE, 1 FOOT
 BX0868'NORTH-EAST OF A FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 BX0868'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP OF A
 BX0868'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 128 FEET AND
 BX0868'IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 BX0868
 BX0868                          STATION RECOVERY (1977)
 BX0868
 BX0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0868'RECOVERED IN GOOD CONDITION.
 BX0868
 BX0868                          STATION RECOVERY (1999)
 BX0868
 BX0868'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0677 ***********************************************************************
 BX0677  DESIGNATION -  F 239
 BX0677  PID         -  BX0677
 BX0677  STATE/COUNTY-  LA/RAPIDES
 BX0677  USGS QUAD   -  ALEXANDRIA (1992)
 BX0677
 BX0677                         *CURRENT SURVEY CONTROL
 BX0677  ___________________________________________________________________
 BX0677* NAD 83(1986)-  31 20 27.     (N)    092 26 39.     (W)     SCALED    
 BX0677* NAVD 88     -        24.96   (+/-2cm)      81.9    (feet)  VERTCON   
 BX0677  ___________________________________________________________________
 BX0677  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX0677
 BX0677  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0677
 BX0677.This mark is at Pineville Airport (9LA6)
 BX0677
 BX0677.The horizontal coordinates were scaled from a topographic map and have
 BX0677.an estimated accuracy of +/- 6 seconds.
 BX0677
 BX0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0677.The vertical order pertains to the NGVD 29 superseded value.
 BX0677
 BX0677.The geoid height was determined by GEOID03.
 BX0677
 BX0677;                    North         East    Units  Estimated Accuracy
 BX0677;SPC LA N     -    93,230.    1,005,310.      MT  (+/- 180 meters Scaled)
 BX0677
 BX0677                          SUPERSEDED SURVEY CONTROL
 BX0677
 BX0677  NGVD 29 (??/??/??)   24.953  (m)           81.87   (f) ADJUSTED    1 2
 BX0677
 BX0677.Superseded values are not recommended for survey control.
 BX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0677.See file dsdata.txt to determine how the superseded data were derived.
 BX0677
 BX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ528675(NAD 83)
 BX0677_MARKER: DB = BENCH MARK DISK
 BX0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0677_SP_SET: FOUNDATION
 BX0677_STAMPING: F 239 1966
 BX0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0677
 BX0677  HISTORY     - Date     Condition        Report By
 BX0677  HISTORY     - 1966     MONUMENTED       CGS
 BX0677  HISTORY     - 1977     GOOD             NGS
 BX0677
 BX0677                          STATION DESCRIPTION
 BX0677
 BX0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0677'4.75 MI N FROM ALEXANDRIA.
 BX0677'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0677'ALEXANDRIA, THENCE 1.55 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0677'RAILROAD TO A HIGHWAY OVERPASS, THENCE 2.25 MILES NORTHEAST ALONG THE
 BX0677'MISSOURI PACIFIC RAILROAD TO THE CROSSING OF A GRAVELED ROAD, THENCE
 BX0677'0.5 MILE SOUTH ALONG A GRAVELED ROAD TO THE BUHLOW LAKE AIRPORT, IN
 BX0677'SECTION 11, T 4 N, R 1 W, ABOUT 63 YARDS WEST-NORTHWEST OF THE OFFICE
 BX0677'BUILDING AT THE AIRPORT, AT THE MOST SOUTHWESTERLY ONE OF A GROUP OF
 BX0677'HANGARS, AT THE EAST EDGE OF BACKWATER WHICH EXTENDS NORTH FROM THE
 BX0677'NORTH EDGE OF THE LAKE, 81 FEET NORTHWEST OF A POWER POLE SUPPORTING A
 BX0677'POLE BEARING A TRANSFORMER, 16 FEET WEST OF THE CENTER LINE OF THE
 BX0677'ROAD, ABOUT 10 YARDS EAST OF THE EAST EDGE OF THE WATER, SET IN THE
 BX0677'TOP OF THE EAST SIDE OF THE NORTHEAST CONCRETE CORNER OF THE
 BX0677'FOUNDATION OF A METAL HANGAR, ABOUT LEVEL WITH THE ROAD, AND ABOUT 5
 BX0677'INCHES ABOVE THE GROUND.
 BX0677
 BX0677                          STATION RECOVERY (1977)
 BX0677
 BX0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2174 ***********************************************************************
 CP2174  DESIGNATION -  F 24
 CP2174  PID         -  CP2174
 CP2174  STATE/COUNTY-  LA/WEST CARROLL
 CP2174  USGS QUAD   -  GOODWILL (1988)
 CP2174
 CP2174                         *CURRENT SURVEY CONTROL
 CP2174  ___________________________________________________________________
 CP2174* NAD 83(1986)-  32 47 34.     (N)    091 30 59.     (W)     SCALED    
 CP2174* NAVD 88     -        29.517  (meters)      96.84   (feet)  ADJUSTED  
 CP2174  ___________________________________________________________________
 CP2174  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2174  DYNAMIC HT  -          29.484 (meters)      96.73  (feet)  COMP
 CP2174  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CP2174
 CP2174  VERT ORDER  -  SECOND    CLASS 0
 CP2174
 CP2174.The horizontal coordinates were scaled from a topographic map and have
 CP2174.an estimated accuracy of +/- 6 seconds.
 CP2174
 CP2174.The orthometric height was determined by differential leveling
 CP2174.and adjusted by the National Geodetic Survey in June 1991..
 CP2174
 CP2174.The geoid height was determined by GEOID03.
 CP2174
 CP2174.The dynamic height is computed by dividing the NAVD 88
 CP2174.geopotential number by the normal gravity value computed on the
 CP2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2174.degrees latitude (g = 980.6199 gals.).
 CP2174
 CP2174.The modeled gravity was interpolated from observed gravity values.
 CP2174
 CP2174;                    North         East    Units  Estimated Accuracy
 CP2174;SPC LA N     -   254,640.    1,092,140.      MT  (+/- 180 meters Scaled)
 CP2174
 CP2174                          SUPERSEDED SURVEY CONTROL
 CP2174
 CP2174  NGVD 29 (??/??/92)   29.587  (m)           97.07   (f) ADJ UNCH    2 0
 CP2174
 CP2174.Superseded values are not recommended for survey control.
 CP2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2174.See file dsdata.txt to determine how the superseded data were derived.
 CP2174
 CP2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS389292(NAD 83)
 CP2174_MARKER: DB = BENCH MARK DISK
 CP2174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2174_SP_SET: CULVERT
 CP2174_STAMPING: F-24 1935
 CP2174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2174
 CP2174  HISTORY     - Date     Condition        Report By
 CP2174  HISTORY     - 1935     MONUMENTED       CGS
 CP2174  HISTORY     - 1976     GOOD             LADTD
 CP2174
 CP2174                          STATION DESCRIPTION
 CP2174
 CP2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2174'9.3 MI W FROM OAK GROVE.
 CP2174'9.3 MILES WEST OF, ALONG ST. HWY. 11 FROM HIGH SCHOOL. BRONZE TABLET
 CP2174'IN SOUTH HEADWALL OF HIGHWAY CULVERT.  ABOUT .4 MILE EAST OF LOGGING
 CP2174'RAILROAD CROSSING.  350 FEET NORTHEAST OF SMALL FRAME FARM HOUSE,
 CP2174'SURROUNDED BY PICKET FENCE.  320 FEET SOUTHEAST OF SMALL FARM HOUSE ON
 CP2174'NORTH SIDE OF HWY.  252 FEET EAST OF CENTERLINE OF WOODEN BRIDGE OVER
 CP2174'BARROW PIT.  15.2 FEET SOUTH OF CENTERLINE OF ST. HWY. 11.
 CP2174
 CP2174                          STATION RECOVERY (1976)
 CP2174
 CP2174'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CP2174'APP. 9.3 S/WEST ALONG LA 2 FROM OAK GROVE HIGH SCHOOL, ON SOUTHSIDE
 CP2174'OF HIGHWAY IN CONCRETE HEAD WALL OF CROSS DRAIN. 14.2 SOUTH OF C/L OF
 CP2174'LA. 2. 220 FT. WEST OF B. TOP DRIVEWAY TO STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0150 ***********************************************************************
 AV0150  DESIGNATION -  F 240
 AV0150  PID         -  AV0150
 AV0150  STATE/COUNTY-  LA/VERMILION
 AV0150  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0150
 AV0150                         *CURRENT SURVEY CONTROL
 AV0150  ___________________________________________________________________
 AV0150* NAD 83(1986)-  29 35 03.     (N)    092 05 21.     (W)     SCALED    
 AV0150* NAVD 88     -         0.96   (+/-2cm)       3.1    (feet)  VERTCON   
 AV0150  ___________________________________________________________________
 AV0150  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AV0150
 AV0150  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0150
 AV0150.The horizontal coordinates were scaled from a topographic map and have
 AV0150.an estimated accuracy of +/- 6 seconds.
 AV0150
 AV0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0150.The vertical order pertains to the NGVD 29 superseded value.
 AV0150
 AV0150.The geoid height was determined by GEOID03.
 AV0150
 AV0150;                    North         East    Units  Estimated Accuracy
 AV0150;SPC LA S     -   120,420.      926,770.      MT  (+/- 180 meters Scaled)
 AV0150
 AV0150                          SUPERSEDED SURVEY CONTROL
 AV0150
 AV0150  NGVD 29 (??/??/??)    0.972  (m)            3.19   (f) ADJUSTED    1 2
 AV0150
 AV0150.Superseded values are not recommended for survey control.
 AV0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0150.See file dsdata.txt to determine how the superseded data were derived.
 AV0150
 AV0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN882730(NAD 83)
 AV0150_MARKER: DB = BENCH MARK DISK
 AV0150_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0150_SP_SET: 56 FEET
 AV0150_STAMPING: F 240 1965
 AV0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0150
 AV0150  HISTORY     - Date     Condition        Report By
 AV0150  HISTORY     - 1965     MONUMENTED       CGS
 AV0150  HISTORY     - 1966     GOOD             CGS
 AV0150  HISTORY     - 1977     MARK NOT FOUND   USGS
 AV0150
 AV0150                          STATION DESCRIPTION
 AV0150
 AV0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0150'7.65 MI E FROM CHENIERE AU TIGRE.
 AV0150'ABOUT 7.65 MILES EAST ALONG THE ALONG THE SHORELINE FROM THE CEMETERY
 AV0150'AT CHENIERE AU TIGRE, IN SECTION 7, T 17 S, R 4 E, IN A MARSH, 90 FEET
 AV0150'NORTH OF THE HIGH-WATER LINE, 3.0 FEET NORTHEAST OF A WOODEN WITNESS
 AV0150'POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 AV0150'TO A DEPTH OF 56 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 AV0150'PROJECTS 16 INCHES.
 AV0150
 AV0150                          STATION RECOVERY (1977)
 AV0150
 AV0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 AV0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0497 ***********************************************************************
 CQ0497  DESIGNATION -  F 241
 CQ0497  PID         -  CQ0497
 CQ0497  STATE/COUNTY-  LA/CALDWELL
 CQ0497  USGS QUAD   -  RIVERTON (1989)
 CQ0497
 CQ0497                         *CURRENT SURVEY CONTROL
 CQ0497  ___________________________________________________________________
 CQ0497* NAD 83(1986)-  32 07 35.     (N)    092 03 37.     (W)     SCALED    
 CQ0497* NAVD 88     -        19.01   (+/-2cm)      62.4    (feet)  VERTCON   
 CQ0497  ___________________________________________________________________
 CQ0497  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0497
 CQ0497  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0497
 CQ0497.This mark is at Columbia Airport (F86)
 CQ0497
 CQ0497.The horizontal coordinates were scaled from a topographic map and have
 CQ0497.an estimated accuracy of +/- 6 seconds.
 CQ0497
 CQ0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0497.The vertical order pertains to the NGVD 29 superseded value.
 CQ0497
 CQ0497.The geoid height was determined by GEOID03.
 CQ0497
 CQ0497;                    North         East    Units  Estimated Accuracy
 CQ0497;SPC LA N     -   180,410.    1,041,490.      MT  (+/- 180 meters Scaled)
 CQ0497
 CQ0497                          SUPERSEDED SURVEY CONTROL
 CQ0497
 CQ0497  NGVD 29 (??/??/??)   19.036  (m)           62.45   (f) ADJUSTED    1 2
 CQ0497
 CQ0497.Superseded values are not recommended for survey control.
 CQ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0497.See file dsdata.txt to determine how the superseded data were derived.
 CQ0497
 CQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR886548(NAD 83)
 CQ0497_MARKER: DB = BENCH MARK DISK
 CQ0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0497_SP_SET: CONCRETE BASE
 CQ0497_STAMPING: F 241 1966
 CQ0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0497
 CQ0497  HISTORY     - Date     Condition        Report By
 CQ0497  HISTORY     - 1966     MONUMENTED       CGS
 CQ0497
 CQ0497                          STATION DESCRIPTION
 CQ0497
 CQ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0497'2.1 MI NE FROM COLUMBIA.
 CQ0497'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0497'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.7 MILE EAST
 CQ0497'ALONG AN ACCESS ROAD TO THE COLUMBIA AIRPORT, AT THE SOUTHEAST CORNER
 CQ0497'OF AN AIRPLANE PARKING AREA, 130 FEET WEST OF THE CENTER LINE OF A
 CQ0497'NORTH-SOUTH RUNWAY, SET IN THE TOP OF THE CONCRETE BASE OF A WINDSOCK,
 CQ0497'9 1/2 FEET EAST OF THE EAST EDGE OF A PARKING AREA, 0.5 FOOT SOUTHWEST
 CQ0497'OF THE WINDSOCK POLE, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0022 ***********************************************************************
 CQ0022  DESIGNATION -  F 242
 CQ0022  PID         -  CQ0022
 CQ0022  STATE/COUNTY-  LA/OUACHITA
 CQ0022  USGS QUAD   -  MONROE NORTH (1994)
 CQ0022
 CQ0022                         *CURRENT SURVEY CONTROL
 CQ0022  ___________________________________________________________________
 CQ0022* NAD 83(1986)-  32 30 08.     (N)    092 07 08.     (W)     SCALED    
 CQ0022* NAVD 88     -        26.022  (meters)      85.37   (feet)  ADJUSTED  
 CQ0022  ___________________________________________________________________
 CQ0022  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0022  DYNAMIC HT  -          25.993 (meters)      85.28  (feet)  COMP
 CQ0022  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CQ0022
 CQ0022  VERT ORDER  -  FIRST     CLASS I
 CQ0022
 CQ0022.The horizontal coordinates were scaled from a topographic map and have
 CQ0022.an estimated accuracy of +/- 6 seconds.
 CQ0022
 CQ0022.The orthometric height was determined by differential leveling
 CQ0022.and adjusted by the National Geodetic Survey in June 1991..
 CQ0022
 CQ0022.The geoid height was determined by GEOID03.
 CQ0022
 CQ0022.The dynamic height is computed by dividing the NAVD 88
 CQ0022.geopotential number by the normal gravity value computed on the
 CQ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0022.degrees latitude (g = 980.6199 gals.).
 CQ0022
 CQ0022.The modeled gravity was interpolated from observed gravity values.
 CQ0022
 CQ0022;                    North         East    Units  Estimated Accuracy
 CQ0022;SPC LA N     -   222,060.    1,035,810.      MT  (+/- 180 meters Scaled)
 CQ0022
 CQ0022                          SUPERSEDED SURVEY CONTROL
 CQ0022
 CQ0022  NGVD 29 (??/??/??)   26.069  (m)           85.53   (f) ADJUSTED    1 1
 CQ0022
 CQ0022.Superseded values are not recommended for survey control.
 CQ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0022.See file dsdata.txt to determine how the superseded data were derived.
 CQ0022
 CQ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR827964(NAD 83)
 CQ0022_MARKER: DB = BENCH MARK DISK
 CQ0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0022_SP_SET: BRIDGE
 CQ0022_STAMPING: F 242 1966
 CQ0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0022+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ0022
 CQ0022  HISTORY     - Date     Condition        Report By
 CQ0022  HISTORY     - 1966     MONUMENTED       CGS
 CQ0022  HISTORY     - 1969     GOOD             CGS
 CQ0022  HISTORY     - 19961102 GOOD             USPSQD
 CQ0022  HISTORY     - 20030301 GOOD             USPSQD
 CQ0022
 CQ0022                          STATION DESCRIPTION
 CQ0022
 CQ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0022'0.6 MI W FROM MONROE.
 CQ0022'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0022'STATION AT MONROE, 6 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET
 CQ0022'SOUTHWEST OF MILEPOST 72, SET IN THE TOP OF THE NORTHWEST END OF THE
 CQ0022'NORTHEAST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER THE OUACHITA
 CQ0022'RIVER, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 CQ0022
 CQ0022                          STATION RECOVERY (1996)
 CQ0022
 CQ0022'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0022'RECOVERED IN GOOD CONDITION.
 CQ0022
 CQ0022                          STATION RECOVERY (2003)
 CQ0022
 CQ0022'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEC)
 CQ0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2353 ***********************************************************************
 CP2353  DESIGNATION -  F 243
 CP2353  PID         -  CP2353
 CP2353  STATE/COUNTY-  LA/CALDWELL
 CP2353  USGS QUAD   -  MASON (1983)
 CP2353
 CP2353                         *CURRENT SURVEY CONTROL
 CP2353  ___________________________________________________________________
 CP2353* NAD 83(1986)-  32 04 47.     (N)    091 59 24.     (W)     SCALED    
 CP2353* NAVD 88     -        18.75   (+/-2cm)      61.5    (feet)  VERTCON   
 CP2353  ___________________________________________________________________
 CP2353  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CP2353
 CP2353  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2353
 CP2353.The horizontal coordinates were scaled from a topographic map and have
 CP2353.an estimated accuracy of +/- 6 seconds.
 CP2353
 CP2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2353.The vertical order pertains to the NGVD 29 superseded value.
 CP2353
 CP2353.The geoid height was determined by GEOID03.
 CP2353
 CP2353;                    North         East    Units  Estimated Accuracy
 CP2353;SPC LA N     -   175,270.    1,048,150.      MT  (+/- 180 meters Scaled)
 CP2353
 CP2353                          SUPERSEDED SURVEY CONTROL
 CP2353
 CP2353  NGVD 29 (??/??/92)   18.77   (m)           61.6    (f) COMPUTED    1 2
 CP2353
 CP2353.Superseded values are not recommended for survey control.
 CP2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2353.See file dsdata.txt to determine how the superseded data were derived.
 CP2353
 CP2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR953497(NAD 83)
 CP2353_MARKER: DB = BENCH MARK DISK
 CP2353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2353_SP_SET: CULVERT
 CP2353_STAMPING: F 243 1966
 CP2353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2353
 CP2353  HISTORY     - Date     Condition        Report By
 CP2353  HISTORY     - 1966     MONUMENTED       CGS
 CP2353
 CP2353                          STATION DESCRIPTION
 CP2353
 CP2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP2353'7.2 MI SE FROM COLUMBIA.
 CP2353'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CP2353'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 6.6 MILES
 CP2353'SOUTHEAST ALONG STATE HIGHWAY 4, IN SECTION 30, T 13 N, R 5 E, ABOUT
 CP2353'75 YARDS NORTH OF THE NORTH CORNER OF THE BURROUGH CHURCH, ABOUT 65
 CP2353'YARDS SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND A PAVED ROAD
 CP2353'LEADING NORTHEAST, ON THE OUTSIDE OF A CURVE AND 30 FEET SOUTHWEST OF
 CP2353'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF
 CP2353'THE SOUTHWEST CONCRETE HEAD WALL OF A LARGE TRIPLE-CHANNELED CONCRETE
 CP2353'CULVERT IN A DITCH, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1928 ***********************************************************************
 CP1928  DESIGNATION -  F 244 RESET 1970
 CP1928  PID         -  CP1928
 CP1928  STATE/COUNTY-  LA/FRANKLIN
 CP1928  USGS QUAD   -  WINNSBORO (1983)
 CP1928
 CP1928                         *CURRENT SURVEY CONTROL
 CP1928  ___________________________________________________________________
 CP1928* NAD 83(1986)-  32 10 43.     (N)    091 40 38.     (W)     SCALED    
 CP1928* NAVD 88     -        23.48   (+/-2cm)      77.0    (feet)  VERTCON   
 CP1928  ___________________________________________________________________
 CP1928  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1928
 CP1928  VERT ORDER  -  THIRD (See Below)
 CP1928
 CP1928.The horizontal coordinates were scaled from a topographic map and have
 CP1928.an estimated accuracy of +/- 6 seconds.
 CP1928
 CP1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1928.The vertical order pertains to the NGVD 29 superseded value.
 CP1928
 CP1928.The geoid height was determined by GEOID03.
 CP1928
 CP1928;                    North         East    Units  Estimated Accuracy
 CP1928;SPC LA N     -   186,410.    1,077,590.      MT  (+/- 180 meters Scaled)
 CP1928
 CP1928                          SUPERSEDED SURVEY CONTROL
 CP1928
 CP1928  NGVD 29 (??/??/??)   23.50   (m)           77.1    (f) RESET       3  
 CP1928
 CP1928.Superseded values are not recommended for survey control.
 CP1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1928.See file dsdata.txt to determine how the superseded data were derived.
 CP1928
 CP1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR247610(NAD 83)
 CP1928_MARKER: DB = BENCH MARK DISK
 CP1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1928_STAMPING: F 244 1966 RESET 1970
 CP1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1928+STABILITY: SURFACE MOTION
 CP1928
 CP1928  HISTORY     - Date     Condition        Report By
 CP1928  HISTORY     - 1970     MONUMENTED       NGS
 CP1928  HISTORY     - 1991     GOOD             USPSQD
 CP1928
 CP1928                          STATION DESCRIPTION
 CP1928
 CP1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CP1928'2.55 MI NE FROM WINNSBORO.
 CP1928'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 CP1928'WINNSBORO, THENCE 0.6 MILE EAST ALONG STATE HIGHWAY 4, THENCE 1.55
 CP1928'MILE NORTHEAST ALONG STATE HIGHWAY 17, IN THE SOUTHEAST CORNER OF THE
 CP1928'FRONT YARD OF A RED BRICK HOUSE, 64 FEET NORTHWEST OF THE CENTER OF
 CP1928'THE HIGHWAY, 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRONT
 CP1928'YARD OF THE HOUSE, 24.5 FEET EAST OF THE PROJECTED PLANE OF THE NORTH
 CP1928'WALL OF THE HOUSE, 1 FOOT WEST OF A FENCE CORNER AND 1 FOOT EAST OF A
 CP1928'METAL WITNESS POST.  IT IS A BENCH MARK DISK SET IN THE TOP OF A
 CP1928'CONCRETE POST.
 CP1928
 CP1928                          STATION RECOVERY (1991)
 CP1928
 CP1928'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1745 ***********************************************************************
 CP1745  DESIGNATION -  F 245
 CP1745  PID         -  CP1745
 CP1745  STATE/COUNTY-  LA/RICHLAND
 CP1745  USGS QUAD   -  BEE BAYOU (1987)
 CP1745
 CP1745                         *CURRENT SURVEY CONTROL
 CP1745  ___________________________________________________________________
 CP1745* NAD 83(1986)-  32 28 16.     (N)    091 40 38.     (W)     SCALED    
 CP1745* NAVD 88     -        25.091  (meters)      82.32   (feet)  ADJUSTED  
 CP1745  ___________________________________________________________________
 CP1745  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CP1745  DYNAMIC HT  -          25.063 (meters)      82.23  (feet)  COMP
 CP1745  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CP1745
 CP1745  VERT ORDER  -  FIRST     CLASS I
 CP1745
 CP1745.The horizontal coordinates were scaled from a topographic map and have
 CP1745.an estimated accuracy of +/- 6 seconds.
 CP1745
 CP1745.The orthometric height was determined by differential leveling
 CP1745.and adjusted by the National Geodetic Survey in June 1991..
 CP1745
 CP1745.The geoid height was determined by GEOID03.
 CP1745
 CP1745.The dynamic height is computed by dividing the NAVD 88
 CP1745.geopotential number by the normal gravity value computed on the
 CP1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1745.degrees latitude (g = 980.6199 gals.).
 CP1745
 CP1745.The modeled gravity was interpolated from observed gravity values.
 CP1745
 CP1745;                    North         East    Units  Estimated Accuracy
 CP1745;SPC LA N     -   218,840.    1,077,340.      MT  (+/- 180 meters Scaled)
 CP1745
 CP1745                          SUPERSEDED SURVEY CONTROL
 CP1745
 CP1745  NGVD 29 (??/??/??)   25.118  (m)           82.41   (f) ADJUSTED    1 1
 CP1745
 CP1745.Superseded values are not recommended for survey control.
 CP1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1745.See file dsdata.txt to determine how the superseded data were derived.
 CP1745
 CP1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR243934(NAD 83)
 CP1745_MARKER: DB = BENCH MARK DISK
 CP1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1745_SP_SET: CULVERT
 CP1745_STAMPING: F 245 1966
 CP1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1745
 CP1745  HISTORY     - Date     Condition        Report By
 CP1745  HISTORY     - 1966     MONUMENTED       CGS
 CP1745  HISTORY     - 1968     GOOD             NGS
 CP1745  HISTORY     - 1991     GOOD             USPSQD
 CP1745
 CP1745                          STATION DESCRIPTION
 CP1745
 CP1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1745'4.75 MI E FROM RAYVILLE.
 CP1745'4.75 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1745'COURTHOUSE AT RAYVILLE, IN SECTION 8, T 17 N, R 8 E, OPPOSITE A WOODEN
 CP1745'TRESTLE, ABOUT 3 POLES WEST OF MILEPOST 46, 82 FEET NORTH OF THE NORTH
 CP1745'RAIL, SET IN THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A 5-CHANNELED
 CP1745'CONCRETE CULVERT UNDER U.S. HIGHWAY 80, 15 FEET SOUTH OF THE CENTER
 CP1745'LINE OF THE HIGHWAY, 5 1/2 FEET WEST OF THE EAST END OF THE HEAD WALL,
 CP1745'AND ABOUT LEVEL WITH THE HIGHWAY.
 CP1745
 CP1745                          STATION RECOVERY (1968)
 CP1745
 CP1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1745'RECOVERED IN GOOD CONDITION.
 CP1745
 CP1745                          STATION RECOVERY (1991)
 CP1745
 CP1745'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2412 ***********************************************************************
 CP2412  DESIGNATION -  F 246 RESET 1983
 CP2412  PID         -  CP2412
 CP2412  STATE/COUNTY-  LA/RICHLAND
 CP2412  USGS QUAD   -  CREW LAKE (1982)
 CP2412
 CP2412                         *CURRENT SURVEY CONTROL
 CP2412  ___________________________________________________________________
 CP2412* NAD 83(1986)-  32 23 43.     (N)    091 59 10.     (W)     SCALED    
 CP2412* NAVD 88     -        19.841  (meters)      65.09   (feet)  ADJUSTED  
 CP2412  ___________________________________________________________________
 CP2412  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP2412  DYNAMIC HT  -          19.819 (meters)      65.02  (feet)  COMP
 CP2412  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 CP2412
 CP2412  VERT ORDER  -  SECOND    CLASS I
 CP2412
 CP2412.The horizontal coordinates were scaled from a topographic map and have
 CP2412.an estimated accuracy of +/- 6 seconds.
 CP2412
 CP2412.The orthometric height was determined by differential leveling
 CP2412.and adjusted by the National Geodetic Survey in May 1997..
 CP2412
 CP2412.The geoid height was determined by GEOID03.
 CP2412
 CP2412.The dynamic height is computed by dividing the NAVD 88
 CP2412.geopotential number by the normal gravity value computed on the
 CP2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2412.degrees latitude (g = 980.6199 gals.).
 CP2412
 CP2412.The modeled gravity was interpolated from observed gravity values.
 CP2412
 CP2412;                    North         East    Units  Estimated Accuracy
 CP2412;SPC LA N     -   210,260.    1,048,350.      MT  (+/- 180 meters Scaled)
 CP2412
 CP2412                          SUPERSEDED SURVEY CONTROL
 CP2412
 CP2412.No superseded survey control is available for this station.
 CP2412
 CP2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR953847(NAD 83)
 CP2412_MARKER: DB = BENCH MARK DISK
 CP2412_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP2412_SP_SET: BRIDGE ABUTMENT
 CP2412_STAMPING: F 246 RESET 1983
 CP2412_MARK LOGO: NGS   
 CP2412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2412
 CP2412  HISTORY     - Date     Condition        Report By
 CP2412  HISTORY     - 1983     MONUMENTED       LADTD
 CP2412
 CP2412                          STATION DESCRIPTION
 CP2412
 CP2412'DESCRIBED BY LA TRANSP AND DEV 1983
 CP2412'12.9 KM (8 MI) NW FROM ALTO.
 CP2412'ABOUT 13 KM (8.1 MILES) NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST
 CP2412'OFFICE IN ALTO, IN SECTION 5, T 16 N, R 5 E, IN THE TOP OF THE EAST
 CP2412'END OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE OVER BAYOU LAFOURCHE
 CP2412'RELIEF, 4.6 METERS (15 FEET) SOUTH OF THE CENTER OF THE HIGHWAY.
 CP2412'THE MARK IS 0.30 METERS  N FROM  BRIDGE ABUTMENT
 CP2412'THE MARK IS 0.30 M ABOVE HIGHWAY 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2007 ***********************************************************************
 CP2007  DESIGNATION -  F 247
 CP2007  PID         -  CP2007
 CP2007  STATE/COUNTY-  LA/FRANKLIN
 CP2007  USGS QUAD   -  CROWVILLE (1983)
 CP2007
 CP2007                         *CURRENT SURVEY CONTROL
 CP2007  ___________________________________________________________________
 CP2007* NAD 83(1986)-  32 07 40.     (N)    091 36 32.     (W)     SCALED    
 CP2007* NAVD 88     -        25.63   (+/-2cm)      84.1    (feet)  VERTCON   
 CP2007  ___________________________________________________________________
 CP2007  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP2007
 CP2007  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2007
 CP2007.The horizontal coordinates were scaled from a topographic map and have
 CP2007.an estimated accuracy of +/- 6 seconds.
 CP2007
 CP2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2007.The vertical order pertains to the NGVD 29 superseded value.
 CP2007
 CP2007.The geoid height was determined by GEOID03.
 CP2007
 CP2007;                    North         East    Units  Estimated Accuracy
 CP2007;SPC LA N     -   180,830.    1,084,080.      MT  (+/- 180 meters Scaled)
 CP2007
 CP2007                          SUPERSEDED SURVEY CONTROL
 CP2007
 CP2007  NGVD 29 (??/??/92)   25.646  (m)           84.14   (f) ADJ UNCH    1 2
 CP2007
 CP2007.Superseded values are not recommended for survey control.
 CP2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2007.See file dsdata.txt to determine how the superseded data were derived.
 CP2007
 CP2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR312554(NAD 83)
 CP2007_MARKER: DB = BENCH MARK DISK
 CP2007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2007_SP_SET: CULVERT
 CP2007_STAMPING: F 247-1966
 CP2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2007
 CP2007  HISTORY     - Date     Condition        Report By
 CP2007  HISTORY     - 1966     MONUMENTED       CGS
 CP2007  HISTORY     - 1969     GOOD             LADTD
 CP2007
 CP2007                          STATION DESCRIPTION
 CP2007
 CP2007'DESCRIBED BY LA TRANSP AND DEV 1969
 CP2007'7.65 MI NE FROM GILBERT.
 CP2007'ABOUT 7.65 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 AND 4 FROM THE
 CP2007'HIGH SCHOOL BUILDING IN GILBERT.  THENCE EAST ALONG HANNA STREET 0.25
 CP2007'MILE ACROSS LOUISIANA HIGHWAY 15 AND MISSOURI PACIFIC RAILROAD TRACK
 CP2007'TO THE INTERSECTION OF LEE STREET.  THENCE NORTH ALONG LEE STREET 0.15
 CP2007'MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 128.  THENCE NORTHEAST
 CP2007'ALONG LOUISIANA HIGHWAY 128, 5.20 MILES TO THE INTERSECTION OF
 CP2007'LOUISIANA HIGHWAY 4.  THENCE NORTH ALONG LOUISIANA HIGHWAY 4, 2.05
 CP2007'MILES TO THE MARK.  IT IS SET IN TOP OF THE WEST HEADWALL OF A
 CP2007'CONCRETE BOX CULVERT 23.0 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY
 CP2007'4, 133.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF FRAME RESIDENCE
 CP2007'BELONGING TO J. H. OSBORN 173.0 FEET SOUTH OF A GRAVEL DRIVEWAY.
 CP2007'NOTE-- IT IS 0.95 MILE SOUTH OF BENCH MARK 21V52 (LDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1461 ***********************************************************************
 BW1461  FBN         -  This is a Federal Base Network Control Station.
 BW1461  DESIGNATION -  F 248
 BW1461  PID         -  BW1461
 BW1461  STATE/COUNTY-  LA/CATAHOULA
 BW1461  USGS QUAD   -  FOULES (1983)
 BW1461
 BW1461                         *CURRENT SURVEY CONTROL
 BW1461  ___________________________________________________________________
 BW1461* NAD 83(1992)-  31 45 01.67118(N)    091 32 57.94509(W)     ADJUSTED  
 BW1461* NAVD 88     -        18.0    (meters)      59.     (feet)  GPS OBS   
 BW1461  ___________________________________________________________________
 BW1461  X           -    -146,787.491 (meters)                     COMP
 BW1461  Y           -  -5,426,678.080 (meters)                     COMP
 BW1461  Z           -   3,336,930.142 (meters)                     COMP
 BW1461  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BW1461  ELLIP HEIGHT-          -8.01  (meters)          (06/20/00) GPS OBS
 BW1461  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1461
 BW1461  HORZ ORDER  -  B
 BW1461  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1461  ELLP ORDER  -  THIRD     CLASS I
 BW1461
 BW1461.The horizontal coordinates were established by GPS observations
 BW1461.and adjusted by the National Geodetic Survey in September 1992..
 BW1461
 BW1461.The orthometric height was determined by GPS observations and a
 BW1461.high-resolution geoid model.
 BW1461.The vertical order pertains to the NGVD 29 superseded value.
 BW1461
 BW1461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1461
 BW1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1461
 BW1461.The ellipsoidal height was determined by GPS observations
 BW1461.and is referenced to NAD 83.
 BW1461
 BW1461.The geoid height was determined by GEOID03.
 BW1461
 BW1461;                    North         East     Units Scale Factor Converg.
 BW1461;SPC LA N     -   139,040.037 1,090,056.384   MT  0.99991898   +0 30 09.2
 BW1461;SPC LA N     -   456,167.19  3,576,293.32   sFT  0.99991898   +0 30 09.2
 BW1461;UTM  15      - 3,513,692.389   637,390.541   MT  0.99983280   +0 45 48.4
 BW1461
 BW1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1461!SPC LA N     -   1.00000126  x   0.99991898  =   0.99992024
 BW1461!UTM  15      -   1.00000126  x   0.99983280  =   0.99983406
 BW1461
 BW1461                          SUPERSEDED SURVEY CONTROL
 BW1461
 BW1461  NAD 83(1992)-  31 45 01.68725(N)    091 32 57.93799(W) AD(       ) 1
 BW1461  ELLIP H (09/10/92)   -7.96   (m)                       GP(       ) 4 1
 BW1461  NGVD 29 (??/??/92)   18.116  (m)           59.44   (f) ADJ UNCH    1 2
 BW1461
 BW1461.Superseded values are not recommended for survey control.
 BW1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1461.See file dsdata.txt to determine how the superseded data were derived.
 BW1461
 BW1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR3739113692(NAD 83)
 BW1461_MARKER: DB = BENCH MARK DISK
 BW1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1461_SP_SET: CONCRETE POST
 BW1461_STAMPING: F 248 1966
 BW1461_MARK LOGO: CGS   
 BW1461_PROJECTION: FLUSH
 BW1461_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1461+STABILITY: SURFACE MOTION
 BW1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1461+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1998
 BW1461
 BW1461  HISTORY     - Date     Condition        Report By
 BW1461  HISTORY     - 1966     MONUMENTED       CGS
 BW1461  HISTORY     - 19911002 GOOD             LADTD
 BW1461  HISTORY     - 19920305 GOOD
 BW1461  HISTORY     - 19930503 GOOD
 BW1461  HISTORY     - 19980210 GOOD             NGS
 BW1461  HISTORY     - 19980223 GOOD             NGS
 BW1461
 BW1461                          STATION DESCRIPTION
 BW1461
 BW1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1461'2.2 MI N FROM CLAYTON.
 BW1461'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE PUBLIC
 BW1461'ELEMENTARY SCHOOL AT CLAYTON, IN SECTION 22, T 9 N, R 9 E, AT THE
 BW1461'CROSSING OF A PRIVATE ROAD AND THE MISSOURI PACIFIC RAILROAD, 131 FEET
 BW1461'SOUTHWEST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 46
 BW1461'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET SOUTHEAST OF THE CENTER
 BW1461'OF AN ENTRANCE TO A FIELD, 1 1/2 FEET NORTHEAST OF A FENCE, 1.3 FEET
 BW1461'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BW1461'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BW1461
 BW1461                          STATION RECOVERY (1991)
 BW1461
 BW1461'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BW1461'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) EAST OF HARRISONBURG,
 BW1461'7.5 MI (12.1 KM) NORTH OF FERRIDAY AND 7.0 MI (11.3 KM) SOUTHEAST OF
 BW1461'SICILY ISLAND. OWNERSHIP--UNKNOWN.
 BW1461'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 BW1461'HIGHWAY 15, 0.1 MI (0.2 KM) SOUTH OF THE POST OFFICE IN CLAYTON, GO
 BW1461'NORTH FOR 2.5 MI (4.0 KM) ON HIGHWAY 15 TO THE STATION SET ON THE
 BW1461'LEFT NEAR A FIELD ROAD.
 BW1461'THE STATION IS 131.0 FT (39.9 M) SOUTHWEST FROM THE CENTER OF THE
 BW1461'HIGHWAY, 10.0 FT (3.0 M) SOUTHEAST FROM THE CENTER OF THE FIELD ROAD,
 BW1461'1.5 FT (0.5 M) SOUTHEAST FROM A WITNESS POST, 1.5 FT (0.5 M)
 BW1461'EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST, PROJECTING 3 INCHES
 BW1461'ABOVE THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 BW1461'THE HIGHWAY.
 BW1461
 BW1461                          STATION RECOVERY (1992)
 BW1461
 BW1461'RECOVERED 1992
 BW1461'RECOVERED IN GOOD CONDITION.
 BW1461
 BW1461                          STATION RECOVERY (1993)
 BW1461
 BW1461'RECOVERED 1993
 BW1461'RECOVERED IN GOOD CONDITION.
 BW1461
 BW1461                          STATION RECOVERY (1998)
 BW1461
 BW1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BW1461'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) EAST OF HARRISONBURG,
 BW1461'7.5 MI (12.1 KM) NORTH OF FERRIDAY AND 7.0 MI (11.3 KM) SOUTHEAST OF
 BW1461'SICILY ISLAND.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE
 BW1461'JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY 15, 0.3 MI (0.5 KM)
 BW1461'SOUTH OF THE POST OFFICE IN CLAYTON, GO NORTH ON HIGHWAY 15 FOR 2.8 MI
 BW1461'(4.5 KM) TO THE STATION ON THE LEFT NEAR A FIELD ROAD.  THE STATION IS
 BW1461'131.0 FT (39.9 M) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 10.0 FT
 BW1461'(3.0 M) SOUTHEAST FROM THE CENTER OF THE FIELD ROAD, 1.5 FT (0.5 M)
 BW1461'EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST AND ABOUT 1 FT (0.3 M)
 BW1461'BELOW THE LEVEL OF THE HIGHWAY.
 BW1461
 BW1461                          STATION RECOVERY (1998)
 BW1461
 BW1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BW1461'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1089 ***********************************************************************
 CP1089  DESIGNATION -  F 25
 CP1089  PID         -  CP1089
 CP1089  STATE/COUNTY-  LA/WEST CARROLL
 CP1089  USGS QUAD   -  KILBOURNE (1988)
 CP1089
 CP1089                         *CURRENT SURVEY CONTROL
 CP1089  ___________________________________________________________________
 CP1089* NAD 83(1986)-  32 58 56.     (N)    091 19 20.     (W)     SCALED    
 CP1089* NAVD 88     -        34.550  (meters)     113.35   (feet)  ADJUSTED  
 CP1089  ___________________________________________________________________
 CP1089  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1089  DYNAMIC HT  -          34.512 (meters)     113.23  (feet)  COMP
 CP1089  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 CP1089
 CP1089  VERT ORDER  -  SECOND    CLASS 0
 CP1089
 CP1089.The horizontal coordinates were scaled from a topographic map and have
 CP1089.an estimated accuracy of +/- 6 seconds.
 CP1089
 CP1089.The orthometric height was determined by differential leveling
 CP1089.and adjusted by the National Geodetic Survey in June 1991..
 CP1089
 CP1089.The geoid height was determined by GEOID03.
 CP1089
 CP1089.The dynamic height is computed by dividing the NAVD 88
 CP1089.geopotential number by the normal gravity value computed on the
 CP1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1089.degrees latitude (g = 980.6199 gals.).
 CP1089
 CP1089.The modeled gravity was interpolated from observed gravity values.
 CP1089
 CP1089;                    North         East    Units  Estimated Accuracy
 CP1089;SPC LA N     -   275,830.    1,110,100.      MT  (+/- 180 meters Scaled)
 CP1089
 CP1089                          SUPERSEDED SURVEY CONTROL
 CP1089
 CP1089  NGVD 29 (??/??/92)   34.637  (m)          113.64   (f) ADJ UNCH    2 0
 CP1089
 CP1089.Superseded values are not recommended for survey control.
 CP1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1089.See file dsdata.txt to determine how the superseded data were derived.
 CP1089
 CP1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS567505(NAD 83)
 CP1089_MARKER: DB = BENCH MARK DISK
 CP1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1089_STAMPING: F-25 1935
 CP1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1089+STABILITY: SURFACE MOTION
 CP1089
 CP1089  HISTORY     - Date     Condition        Report By
 CP1089  HISTORY     - 1935     MONUMENTED       CGS
 CP1089
 CP1089                          STATION DESCRIPTION
 CP1089
 CP1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1089'1.2 MI S FROM KILBOURNE.
 CP1089'1.2 MILES SOUTH OF, ALONG M.P. RY, FROM STATION ABOUT .5 MILE NORTH OF
 CP1089'SMALL RAILROAD CUT THRU KNOLL.  ABOUT .3 MILE SOUTHWEST OF BROWN FARM
 CP1089'HOUSE WITH TIN ROOF AND WHITE TRIMMINGS.  120 FEET NORTHEAST OF
 CP1089'M.P.456-10.  40.8 FEET EAST OF CENTERLINE OF MISSOURI PACIFIC R.R.
 CP1089'TRACK.  33 FEET WEST OF CENTERLINE OF ST. HWY. 16.  29 FEET SOUTH OF
 CP1089'CENTERLINE OF WAGON ROAD CROSSING.  10.4 FEET WEST OF TELEPHONE POLE.
 CP1089'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1202 ***********************************************************************
 BJ1202  DESIGNATION -  F 250
 BJ1202  PID         -  BJ1202
 BJ1202  STATE/COUNTY-  LA/AVOYELLES
 BJ1202  USGS QUAD   -  PLAUCHEVILLE (1994)
 BJ1202
 BJ1202                         *CURRENT SURVEY CONTROL
 BJ1202  ___________________________________________________________________
 BJ1202* NAD 83(1986)-  30 59 43.     (N)    091 53 14.     (W)     SCALED    
 BJ1202* NAVD 88     -        14.919  (meters)      48.95   (feet)  ADJUSTED  
 BJ1202  ___________________________________________________________________
 BJ1202  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ1202  DYNAMIC HT  -          14.900 (meters)      48.88  (feet)  COMP
 BJ1202  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 BJ1202
 BJ1202  VERT ORDER  -  FIRST     CLASS I
 BJ1202
 BJ1202.The horizontal coordinates were scaled from a topographic map and have
 BJ1202.an estimated accuracy of +/- 6 seconds.
 BJ1202
 BJ1202.The orthometric height was determined by differential leveling
 BJ1202.and adjusted by the National Geodetic Survey in February 1994..
 BJ1202
 BJ1202.The geoid height was determined by GEOID03.
 BJ1202
 BJ1202.The dynamic height is computed by dividing the NAVD 88
 BJ1202.geopotential number by the normal gravity value computed on the
 BJ1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1202.degrees latitude (g = 980.6199 gals.).
 BJ1202
 BJ1202.The modeled gravity was interpolated from observed gravity values.
 BJ1202
 BJ1202;                    North         East    Units  Estimated Accuracy
 BJ1202;SPC LA N     -    55,080.    1,058,530.      MT  (+/- 180 meters Scaled)
 BJ1202
 BJ1202                          SUPERSEDED SURVEY CONTROL
 BJ1202
 BJ1202  NAVD 88 (06/15/91)   14.944  (m)           49.03   (f) UNKNOWN     1 1
 BJ1202  NGVD 29 (??/??/??)   14.899  (m)           48.88   (f) ADJUSTED    1 1
 BJ1202
 BJ1202.Superseded values are not recommended for survey control.
 BJ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1202.See file dsdata.txt to determine how the superseded data were derived.
 BJ1202
 BJ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ062296(NAD 83)
 BJ1202_MARKER: DB = BENCH MARK DISK
 BJ1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1202_SP_SET: FOOTING
 BJ1202_STAMPING: F 250 1966
 BJ1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1202
 BJ1202  HISTORY     - Date     Condition        Report By
 BJ1202  HISTORY     - 1966     MONUMENTED       CGS
 BJ1202  HISTORY     - 1977     GOOD             NGS
 BJ1202
 BJ1202                          STATION DESCRIPTION
 BJ1202
 BJ1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ1202'4.7 MI W FROM SIMMESPORT.
 BJ1202'ABOUT 4.6 MILES WEST ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING
 BJ1202'CATHOLIC CHURCH AT SIMMESPORT TO THE MAIN ENTRANCE TO THE ROSEWOOD
 BJ1202'PLANTATION, THENCE 0.1 MILE SOUTH ALONG A GRAVELED DRIVEWAY TO 2 LARGE
 BJ1202'METAL STORAGE TANKS, ABOUT 56 YARDS EAST OF THE SOUTHEAST CORNER OF A
 BJ1202'GARAGE AT A BRICK HOUSE, 33 FEET WEST OF THE CENTER LINE OF A GRADED
 BJ1202'DIRT ROAD WHICH IS ALSO USED AS AN AIRSTRIP FOR THE ROSEWOOD AIRPORT,
 BJ1202'SET IN THE TOP OF THE SOUTHEAST CORNER OF THE MOST SOUTHERLY CONCRETE
 BJ1202'FOOTING SUPPORTING THE TANKS, ABOUT 5 INCHES ABOVE THE GROUND, AND
 BJ1202'ABOUT LEVEL WITH THE ROAD.
 BJ1202
 BJ1202                          STATION RECOVERY (1977)
 BJ1202
 BJ1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ1202'4.7 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ1202'HIGHWAY 105 AT SIMMESPORT TO THE MAIN ENTRANCE TO THE
 BJ1202'ROSEWOOD PLANTATION, THENCE 0.1 MILE SOUTH ALONG A GRAVELED
 BJ1202'DRIVEWAY TO A LARGE METAL STORAGE TANK, 56 FEET EAST OF
 BJ1202'THE SOUTHEAST CORNER FOR A GARAGE AT A BRICK HOUSE, 33 FEET WEST
 BJ1202'OF THE CENTER OF A GRADED ROAD WHICH IS ALSO SERVES AS
 BJ1202'AN AIR STRIP, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 BJ1202'MOST SOUTHERLY CONCRETE FOOTING SUPPORTING THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1511 ***********************************************************************
 BW1511  DESIGNATION -  F 251
 BW1511  PID         -  BW1511
 BW1511  STATE/COUNTY-  LA/CONCORDIA
 BW1511  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1511
 BW1511                         *CURRENT SURVEY CONTROL
 BW1511  ___________________________________________________________________
 BW1511* NAD 83(1986)-  31 36 28.     (N)    091 37 10.     (W)     SCALED    
 BW1511* NAVD 88     -        17.39   (+/-2cm)      57.1    (feet)  VERTCON   
 BW1511  ___________________________________________________________________
 BW1511  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1511
 BW1511  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1511
 BW1511.The horizontal coordinates were scaled from a topographic map and have
 BW1511.an estimated accuracy of +/- 6 seconds.
 BW1511
 BW1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1511.The vertical order pertains to the NGVD 29 superseded value.
 BW1511
 BW1511.The geoid height was determined by GEOID03.
 BW1511
 BW1511;                    North         East    Units  Estimated Accuracy
 BW1511;SPC LA N     -   123,160.    1,083,550.      MT  (+/- 180 meters Scaled)
 BW1511
 BW1511                          SUPERSEDED SURVEY CONTROL
 BW1511
 BW1511  NGVD 29 (??/??/92)   17.389  (m)           57.05   (f) ADJ UNCH    1 2
 BW1511
 BW1511.Superseded values are not recommended for survey control.
 BW1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1511.See file dsdata.txt to determine how the superseded data were derived.
 BW1511
 BW1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ309977(NAD 83)
 BW1511_MARKER: DB = BENCH MARK DISK
 BW1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1511_STAMPING: F 251 1966
 BW1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1511+STABILITY: SURFACE MOTION
 BW1511
 BW1511  HISTORY     - Date     Condition        Report By
 BW1511  HISTORY     - 1966     MONUMENTED       CGS
 BW1511
 BW1511                          STATION DESCRIPTION
 BW1511
 BW1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1511'4.05 MI SW FROM FERRIDAY.
 BW1511'ABOUT 4.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE
 BW1511'AT FERRIDAY, IN SECTION 2, T 7 N, R 8 E, ABOUT 0.2 MILE EAST OF A
 BW1511'HIGHWAY BRIDGE AT A CURVE IN THE HIGHWAY, 31 1/2 FEET NORTH OF THE
 BW1511'NORTH RAIL OF THE LOUISIANA MIDLAND RAILWAY, 105 FEET NORTHEAST OF A
 BW1511'WHISTLE CROSSING SIGN, 64 FEET EAST OF A TELEPHONE POLE, 7 1/2 FEET
 BW1511'EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 1.9 FEET EAST OF
 BW1511'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 3 FEET BELOW
 BW1511'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BW1511'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0938 ***********************************************************************
 BX0938  DESIGNATION -  F 252
 BX0938  PID         -  BX0938
 BX0938  STATE/COUNTY-  LA/RAPIDES
 BX0938  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0938
 BX0938                         *CURRENT SURVEY CONTROL
 BX0938  ___________________________________________________________________
 BX0938* NAD 83(1986)-  31 12 35.     (N)    092 28 22.     (W)     SCALED    
 BX0938* NAVD 88     -        20.960  (meters)      68.77   (feet)  ADJUSTED  
 BX0938  ___________________________________________________________________
 BX0938  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BX0938  DYNAMIC HT  -          20.934 (meters)      68.68  (feet)  COMP
 BX0938  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 BX0938
 BX0938  VERT ORDER  -  FIRST     CLASS I
 BX0938
 BX0938.The horizontal coordinates were scaled from a topographic map and have
 BX0938.an estimated accuracy of +/- 6 seconds.
 BX0938
 BX0938.The orthometric height was determined by differential leveling
 BX0938.and adjusted by the National Geodetic Survey in February 1994..
 BX0938
 BX0938.The geoid height was determined by GEOID03.
 BX0938
 BX0938.The dynamic height is computed by dividing the NAVD 88
 BX0938.geopotential number by the normal gravity value computed on the
 BX0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0938.degrees latitude (g = 980.6199 gals.).
 BX0938
 BX0938.The modeled gravity was interpolated from observed gravity values.
 BX0938
 BX0938;                    North         East    Units  Estimated Accuracy
 BX0938;SPC LA N     -    78,690.    1,002,590.      MT  (+/- 180 meters Scaled)
 BX0938
 BX0938                          SUPERSEDED SURVEY CONTROL
 BX0938
 BX0938  NAVD 88 (06/15/91)   20.958  (m)           68.76   (f) UNKNOWN     1 1
 BX0938  NGVD 29 (??/??/??)   20.945  (m)           68.72   (f) ADJUSTED    1 1
 BX0938
 BX0938.Superseded values are not recommended for survey control.
 BX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0938.See file dsdata.txt to determine how the superseded data were derived.
 BX0938
 BX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ502529(NAD 83)
 BX0938_MARKER: DB = BENCH MARK DISK
 BX0938_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0938_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0938_STAMPING: F 252 1966
 BX0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0938
 BX0938  HISTORY     - Date     Condition        Report By
 BX0938  HISTORY     - 1966     MONUMENTED       CGS
 BX0938  HISTORY     - 1970     GOOD             NGS
 BX0938  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0938
 BX0938                          STATION DESCRIPTION
 BX0938
 BX0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0938'4.9 MI N FROM WOODWORTH.
 BX0938'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0938'WOODWORTH, THENCE 4.75 MILES NORTH ALONG THE MISSOURI PACIFIC
 BX0938'RAILROAD, 68 FEET NORTHWEST OF THE FIRST POLE NORTH OF MILEPOST 606,
 BX0938'51 FEET WEST OF THE WEST RAIL, 2 FEET EAST OF A FENCE, 1.0 FOOT SOUTH
 BX0938'OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE
 BX0938'TRACK, AND WELDED ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 12
 BX0938'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX0938
 BX0938                          STATION RECOVERY (1999)
 BX0938
 BX0938'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1211 ***********************************************************************
 BW1211  DESIGNATION -  F 253
 BW1211  PID         -  BW1211
 BW1211  STATE/COUNTY-  LA/CONCORDIA
 BW1211  USGS QUAD   -  FAIRVIEW (1983)
 BW1211
 BW1211                         *CURRENT SURVEY CONTROL
 BW1211  ___________________________________________________________________
 BW1211* NAD 83(1986)-  31 21 23.     (N)    091 34 34.     (W)     SCALED    
 BW1211* NAVD 88     -        14.865  (meters)      48.77   (feet)  ADJUSTED  
 BW1211  ___________________________________________________________________
 BW1211  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BW1211  DYNAMIC HT  -          14.847 (meters)      48.71  (feet)  COMP
 BW1211  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 BW1211
 BW1211  VERT ORDER  -  FIRST     CLASS II
 BW1211
 BW1211.The horizontal coordinates were scaled from a topographic map and have
 BW1211.an estimated accuracy of +/- 6 seconds.
 BW1211
 BW1211.The orthometric height was determined by differential leveling
 BW1211.and adjusted by the National Geodetic Survey in February 1994..
 BW1211
 BW1211.The geoid height was determined by GEOID03.
 BW1211
 BW1211.The dynamic height is computed by dividing the NAVD 88
 BW1211.geopotential number by the normal gravity value computed on the
 BW1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1211.degrees latitude (g = 980.6199 gals.).
 BW1211
 BW1211.The modeled gravity was interpolated from observed gravity values.
 BW1211
 BW1211;                    North         East    Units  Estimated Accuracy
 BW1211;SPC LA N     -    95,330.    1,087,900.      MT  (+/- 180 meters Scaled)
 BW1211
 BW1211                          SUPERSEDED SURVEY CONTROL
 BW1211
 BW1211  NAVD 88 (06/15/91)   14.886  (m)           48.84   (f) UNKNOWN     1 2
 BW1211  NGVD 29 (??/??/??)   14.851  (m)           48.72   (f) ADJUSTED    1 2
 BW1211
 BW1211.Superseded values are not recommended for survey control.
 BW1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1211.See file dsdata.txt to determine how the superseded data were derived.
 BW1211
 BW1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ354699(NAD 83)
 BW1211_MARKER: DB = BENCH MARK DISK
 BW1211_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1211_SP_SET: 141 FT.
 BW1211_STAMPING: F 253 1966
 BW1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1211
 BW1211  HISTORY     - Date     Condition        Report By
 BW1211  HISTORY     - 1966     MONUMENTED       CGS
 BW1211  HISTORY     - 1979     GOOD             NGS
 BW1211
 BW1211                          STATION DESCRIPTION
 BW1211
 BW1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1211'20.45 MI SW FROM VIDALIA.
 BW1211'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1211'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1211'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 4.8 MILES
 BW1211'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, 131 FEET
 BW1211'SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, ABOUT 110 FEET
 BW1211'NORTH OF THE NORTH CORNER OF A SMALL HOUSE WHICH IS THE J.C. TYSON
 BW1211'RESIDENCE, 79 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 BW1211'AWAY FROM THE LEVEE, 9 FEET SOUTHWEST OF A POWER POLE BEARING A
 BW1211'TRANSFORMER AND BRACED BY A GUY WIRE, ABOUT 25 FEET BELOW THE LEVEL OF
 BW1211'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BW1211'DRIVEN TO A DEPTH OF 141 FEET AND IS ENCASED IN A 5-INCH CAST IRON
 BW1211'PIPE THAT PROJECTS 7 INCHES, AND 3 FEET NORTHEAST OF THE BASE FOR AN
 BW1211'ANCHOR WIRE.
 BW1211
 BW1211                          STATION RECOVERY (1979)
 BW1211
 BW1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0009 ***********************************************************************
 BW0009  DESIGNATION -  F 254
 BW0009  PID         -  BW0009
 BW0009  STATE/COUNTY-  LA/CONCORDIA
 BW0009  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0009
 BW0009                         *CURRENT SURVEY CONTROL
 BW0009  ___________________________________________________________________
 BW0009* NAD 83(1986)-  31 08 32.     (N)    091 38 21.     (W)     SCALED    
 BW0009* NAVD 88     -        16.576  (meters)      54.38   (feet)  ADJUSTED  
 BW0009  ___________________________________________________________________
 BW0009  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BW0009  DYNAMIC HT  -          16.555 (meters)      54.31  (feet)  COMP
 BW0009  MODELED GRAV-     979,402.2   (mgal)                       NAVD 88
 BW0009
 BW0009  VERT ORDER  -  FIRST     CLASS I
 BW0009
 BW0009.The horizontal coordinates were scaled from a topographic map and have
 BW0009.an estimated accuracy of +/- 6 seconds.
 BW0009
 BW0009.The orthometric height was determined by differential leveling
 BW0009.and adjusted by the National Geodetic Survey in February 1994..
 BW0009
 BW0009.The geoid height was determined by GEOID03.
 BW0009
 BW0009.The dynamic height is computed by dividing the NAVD 88
 BW0009.geopotential number by the normal gravity value computed on the
 BW0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0009.degrees latitude (g = 980.6199 gals.).
 BW0009
 BW0009.The modeled gravity was interpolated from observed gravity values.
 BW0009
 BW0009;                    North         East    Units  Estimated Accuracy
 BW0009;SPC LA N     -    71,530.    1,082,090.      MT  (+/- 180 meters Scaled)
 BW0009
 BW0009                          SUPERSEDED SURVEY CONTROL
 BW0009
 BW0009  NAVD 88 (06/15/91)   16.599  (m)           54.46   (f) UNKNOWN     1 1
 BW0009  NGVD 29 (??/??/??)   16.549  (m)           54.29   (f) ADJUSTED    1 1
 BW0009
 BW0009.Superseded values are not recommended for survey control.
 BW0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0009.See file dsdata.txt to determine how the superseded data were derived.
 BW0009
 BW0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ297461(NAD 83)
 BW0009_MARKER: DB = BENCH MARK DISK
 BW0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0009_STAMPING: F 254 1966
 BW0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0009+STABILITY: SURFACE MOTION
 BW0009
 BW0009  HISTORY     - Date     Condition        Report By
 BW0009  HISTORY     - 1966     MONUMENTED       CGS
 BW0009  HISTORY     - 1976     GOOD             NGS
 BW0009
 BW0009                          STATION DESCRIPTION
 BW0009
 BW0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0009'3.7 MI S FROM SHAW.
 BW0009'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE BRICK
 BW0009'SCHOOLHOUSE AT SHAW, THENCE 1.05 MILES SOUTH ALONG A GRAVELED ROAD
 BW0009'WHICH PARALLELS THE WEST SIDE OF THE HIGHWAY, IN SECTION 42, T 2 N, R
 BW0009'8 E, ABOUT 117 YARDS WEST OF STATE HIGHWAY 15, 47 FEET EAST OF THE
 BW0009'CENTER LINE OF THE GRAVELED ROAD, 178 1/2 FEET SOUTHEAST AND ACROSS
 BW0009'THE ROAD FROM POWER POLE NUMBER 01-298 WHICH IS BRACED BY A GUY WIRE,
 BW0009'9 1/2 FEET NORTH OF A WOODEN GATE, 1 1/2 FEET WEST OF A FENCE, ABOUT 1
 BW0009'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BW0009'POST PROJECTING 10 INCHES.
 BW0009
 BW0009                          STATION RECOVERY (1976)
 BW0009
 BW0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0009'2.7 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0009'HIGHWAY 190 AT SHAW, THENCE 1.1 MILES SOUTH ALONG A GRAVELED ROAD,
 BW0009'0.45 MILE SOUTH OF A JUNCTION OF A GRAVELED ROAD LEADING  WEST, AT
 BW0009'THE JUNCTION OF A GRAVELED ROAD LEADING EAST, 47 FT. EAST OF THE
 BW0009'CENTER LINE OF THE ROAD, 12 FT. NORTH OF THE CENTER LINE OF A FIELD
 BW0009'ROAD, 178 FT. SOUTHEAST AND ACROSS THE ROAD FROM POWER LINE POLE NO.
 BW0009'01-298 WITH A GUY WIRE, THE CONCRETE POST IS CHIPPED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1380 ***********************************************************************
 CP1380  DESIGNATION -  F 255
 CP1380  PID         -  CP1380
 CP1380  STATE/COUNTY-  LA/MADISON
 CP1380  USGS QUAD   -  TENDAL (1986)
 CP1380
 CP1380                         *CURRENT SURVEY CONTROL
 CP1380  ___________________________________________________________________
 CP1380* NAD 83(1986)-  32 25 46.     (N)    091 20 22.     (W)     SCALED    
 CP1380* NAVD 88     -        23.753  (meters)      77.93   (feet)  ADJUSTED  
 CP1380  ___________________________________________________________________
 CP1380  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1380  DYNAMIC HT  -          23.726 (meters)      77.84  (feet)  COMP
 CP1380  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 CP1380
 CP1380  VERT ORDER  -  FIRST     CLASS I
 CP1380
 CP1380.The horizontal coordinates were scaled from a topographic map and have
 CP1380.an estimated accuracy of +/- 6 seconds.
 CP1380
 CP1380.The orthometric height was determined by differential leveling
 CP1380.and adjusted by the National Geodetic Survey in June 1991..
 CP1380
 CP1380.The geoid height was determined by GEOID03.
 CP1380
 CP1380.The dynamic height is computed by dividing the NAVD 88
 CP1380.geopotential number by the normal gravity value computed on the
 CP1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1380.degrees latitude (g = 980.6199 gals.).
 CP1380
 CP1380.The modeled gravity was interpolated from observed gravity values.
 CP1380
 CP1380;                    North         East    Units  Estimated Accuracy
 CP1380;SPC LA N     -   214,520.    1,109,140.      MT  (+/- 180 meters Scaled)
 CP1380
 CP1380                          SUPERSEDED SURVEY CONTROL
 CP1380
 CP1380  NGVD 29 (??/??/??)   23.765  (m)           77.97   (f) ADJUSTED    1 1
 CP1380
 CP1380.Superseded values are not recommended for survey control.
 CP1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1380.See file dsdata.txt to determine how the superseded data were derived.
 CP1380
 CP1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR561892(NAD 83)
 CP1380_MARKER: DB = BENCH MARK DISK
 CP1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1380_STAMPING: F 255 1968
 CP1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1380+STABILITY: SURFACE MOTION
 CP1380
 CP1380  HISTORY     - Date     Condition        Report By
 CP1380  HISTORY     - 1968     MONUMENTED       CGS
 CP1380
 CP1380                          STATION DESCRIPTION
 CP1380
 CP1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1380'9.35 MI E FROM DELHI.
 CP1380'9.35 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1380'AT DELHI, OR ABOUT 9.95 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE
 CP1380'COURTHOUSE AT TALLULAH, IN SECTION 28, T 17 N, R 11 E, 34 FEET NORTH
 CP1380'OF THE NORTH RAIL, 53 FEET NORTHEAST OF MILEPOST 26, 62 FEET SOUTH OF
 CP1380'THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH OF A 36-INCH OAK TREE, 3
 CP1380'1/2 FEET EAST OF A TELEPHONE POLE, 1.3 FEET WEST OF A METAL WITNESS
 CP1380'POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 3 FEET BELOW
 CP1380'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CP1380'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0082 ***********************************************************************
 CQ0082  DESIGNATION -  F 256
 CQ0082  PID         -  CQ0082
 CQ0082  STATE/COUNTY-  LA/LINCOLN
 CQ0082  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0082
 CQ0082                         *CURRENT SURVEY CONTROL
 CQ0082  ___________________________________________________________________
 CQ0082* NAD 83(1986)-  32 31 36.     (N)    092 27 43.     (W)     SCALED    
 CQ0082* NAVD 88     -        35.530  (meters)     116.57   (feet)  ADJUSTED  
 CQ0082  ___________________________________________________________________
 CQ0082  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0082  DYNAMIC HT  -          35.490 (meters)     116.44  (feet)  COMP
 CQ0082  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CQ0082
 CQ0082  VERT ORDER  -  FIRST     CLASS I
 CQ0082
 CQ0082.The horizontal coordinates were scaled from a topographic map and have
 CQ0082.an estimated accuracy of +/- 6 seconds.
 CQ0082
 CQ0082.The orthometric height was determined by differential leveling
 CQ0082.and adjusted by the National Geodetic Survey in June 1991..
 CQ0082
 CQ0082.The geoid height was determined by GEOID03.
 CQ0082
 CQ0082.The dynamic height is computed by dividing the NAVD 88
 CQ0082.geopotential number by the normal gravity value computed on the
 CQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0082.degrees latitude (g = 980.6199 gals.).
 CQ0082
 CQ0082.The modeled gravity was interpolated from observed gravity values.
 CQ0082
 CQ0082;                    North         East    Units  Estimated Accuracy
 CQ0082;SPC LA N     -   224,710.    1,003,580.      MT  (+/- 180 meters Scaled)
 CQ0082
 CQ0082                          SUPERSEDED SURVEY CONTROL
 CQ0082
 CQ0082  NGVD 29 (??/??/??)   35.591  (m)          116.77   (f) ADJUSTED    1 1
 CQ0082
 CQ0082.Superseded values are not recommended for survey control.
 CQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0082.See file dsdata.txt to determine how the superseded data were derived.
 CQ0082
 CQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR505989(NAD 83)
 CQ0082_MARKER: DB = BENCH MARK DISK
 CQ0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0082_SP_SET: BRIDGE
 CQ0082_STAMPING: F 256 1968
 CQ0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0082
 CQ0082  HISTORY     - Date     Condition        Report By
 CQ0082  HISTORY     - 1968     MONUMENTED       CGS
 CQ0082  HISTORY     - 1969     GOOD             CGS
 CQ0082
 CQ0082                          STATION DESCRIPTION
 CQ0082
 CQ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0082'3.3 MI E FROM CHOUDRANT.
 CQ0082'ABOUT 3.3 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0082'CHOUDRANT, IN SECTION 22, T 18 N, R 1 W, AT THE MOST WESTERLY OF THREE
 CQ0082'CONCRETE HIGHWAY BRIDGES, 20 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 CQ0082'THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 CQ0082'CONCRETE ABUTMENT OF THE BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2042 ***********************************************************************
 CQ2042  DESIGNATION -  F 257
 CQ2042  PID         -  CQ2042
 CQ2042  STATE/COUNTY-  LA/BOSSIER
 CQ2042  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2042
 CQ2042                         *CURRENT SURVEY CONTROL
 CQ2042  ___________________________________________________________________
 CQ2042* NAD 83(1986)-  32 31 23.     (N)    093 43 37.     (W)     SCALED    
 CQ2042* NAVD 88     -        51.716  (meters)     169.67   (feet)  ADJUSTED  
 CQ2042  ___________________________________________________________________
 CQ2042  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2042  DYNAMIC HT  -          51.658 (meters)     169.48  (feet)  COMP
 CQ2042  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CQ2042
 CQ2042  VERT ORDER  -  FIRST     CLASS I
 CQ2042
 CQ2042.The horizontal coordinates were scaled from a topographic map and have
 CQ2042.an estimated accuracy of +/- 6 seconds.
 CQ2042
 CQ2042.The orthometric height was determined by differential leveling
 CQ2042.and adjusted by the National Geodetic Survey in June 1991..
 CQ2042
 CQ2042.The geoid height was determined by GEOID03.
 CQ2042
 CQ2042.The dynamic height is computed by dividing the NAVD 88
 CQ2042.geopotential number by the normal gravity value computed on the
 CQ2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2042.degrees latitude (g = 980.6199 gals.).
 CQ2042
 CQ2042.The modeled gravity was interpolated from observed gravity values.
 CQ2042
 CQ2042;                    North         East    Units  Estimated Accuracy
 CQ2042;SPC LA N     -   224,960.      884,730.      MT  (+/- 180 meters Scaled)
 CQ2042
 CQ2042                          SUPERSEDED SURVEY CONTROL
 CQ2042
 CQ2042  NGVD 29 (??/??/??)   51.787  (m)          169.90   (f) ADJUSTED    1 1
 CQ2042
 CQ2042.Superseded values are not recommended for survey control.
 CQ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2042.See file dsdata.txt to determine how the superseded data were derived.
 CQ2042
 CQ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR317986(NAD 83)
 CQ2042_MARKER: DB = BENCH MARK DISK
 CQ2042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2042_SP_SET: BUILDING
 CQ2042_STAMPING: F 257 1968
 CQ2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2042
 CQ2042  HISTORY     - Date     Condition        Report By
 CQ2042  HISTORY     - 1968     MONUMENTED       CGS
 CQ2042  HISTORY     - 1969     GOOD             CGS
 CQ2042
 CQ2042                          STATION DESCRIPTION
 CQ2042
 CQ2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2042'0.85 MI E FROM BOSSIER CITY.
 CQ2042'ABOUT 0.85 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE EAST
 CQ2042'END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY, IN
 CQ2042'SECTION 29, T 18 N, R 13 W, 0.25 MILE EAST OF MILEPOST 167, 156 FEET
 CQ2042'SOUTHEAST AND ACROSS THE TRACK FROM THE RAILROAD YARD OFFICE, 39 1/2
 CQ2042'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE
 CQ2042'NORTHEAST CORNER OF A CONCRETE PLATFORM WHICH SURROUNDS A STEEL
 CQ2042'MANHOLE, 58 FEET WEST OF THE CENTER LINE OF HAMILTON STREET, 34 FEET
 CQ2042'SOUTH OF THE SOUTHWEST CORNER OF THE RAILROAD UNDERPASS FOR THE
 CQ2042'STREET, 12 1/2 FEET EAST OF THE NORTHEAST CORNER OF A BRICK BUILDING,
 CQ2042'AND ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1256 ***********************************************************************
 CQ1256  DESIGNATION -  F 258
 CQ1256  PID         -  CQ1256
 CQ1256  STATE/COUNTY-  LA/WEBSTER
 CQ1256  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1256
 CQ1256                         *CURRENT SURVEY CONTROL
 CQ1256  ___________________________________________________________________
 CQ1256* NAD 83(1986)-  32 32 19.     (N)    093 18 27.     (W)     SCALED    
 CQ1256* NAVD 88     -        45.772  (meters)     150.17   (feet)  ADJUSTED  
 CQ1256  ___________________________________________________________________
 CQ1256  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1256  DYNAMIC HT  -          45.721 (meters)     150.00  (feet)  COMP
 CQ1256  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CQ1256
 CQ1256  VERT ORDER  -  FIRST     CLASS I
 CQ1256
 CQ1256.The horizontal coordinates were scaled from a topographic map and have
 CQ1256.an estimated accuracy of +/- 6 seconds.
 CQ1256
 CQ1256.The orthometric height was determined by differential leveling
 CQ1256.and adjusted by the National Geodetic Survey in June 1991..
 CQ1256
 CQ1256.The geoid height was determined by GEOID03.
 CQ1256
 CQ1256.The dynamic height is computed by dividing the NAVD 88
 CQ1256.geopotential number by the normal gravity value computed on the
 CQ1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1256.degrees latitude (g = 980.6199 gals.).
 CQ1256
 CQ1256.The modeled gravity was interpolated from observed gravity values.
 CQ1256
 CQ1256;                    North         East    Units  Estimated Accuracy
 CQ1256;SPC LA N     -   226,320.      924,150.      MT  (+/- 180 meters Scaled)
 CQ1256
 CQ1256                          SUPERSEDED SURVEY CONTROL
 CQ1256
 CQ1256  NGVD 29 (??/??/??)   45.851  (m)          150.43   (f) ADJUSTED    1 1
 CQ1256
 CQ1256.Superseded values are not recommended for survey control.
 CQ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1256.See file dsdata.txt to determine how the superseded data were derived.
 CQ1256
 CQ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS711001(NAD 83)
 CQ1256_MARKER: DB = BENCH MARK DISK
 CQ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1256_STAMPING: F 258 1969
 CQ1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1256+STABILITY: SURFACE MOTION
 CQ1256
 CQ1256  HISTORY     - Date     Condition        Report By
 CQ1256  HISTORY     - 1969     MONUMENTED       CGS
 CQ1256  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ1256  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1256  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ1256
 CQ1256                          STATION DESCRIPTION
 CQ1256
 CQ1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1256'0.8 MI W FROM SIBLEY.
 CQ1256'ABOUT 0.8 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1256'STATION AT SIBLEY, IN SECTION 21, T 18 N, R 9 W, 0.1 MILE WEST OF
 CQ1256'MILEPOST 142, 175 FEET NORTH OF THE NORTH RAIL, 58 FEET NORTH OF THE
 CQ1256'CENTER LINE OF STATE HIGHWAY 164, 32 1/2 FEET NORTH OF A POWER POLE,
 CQ1256'24 FT WEST OF THE CENTER LINE OF A TRAIL ROAD, 1 1/2 FT SOUTH OF A
 CQ1256'FENCE, 1.5 FT NORTH OF A METAL WITNESS POST, ABOUT 15 FT BELOW THE
 CQ1256'LEVEL OF THE TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 CQ1256'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 CQ1256'SURFACE OF THE GROUND.
 CQ1256
 CQ1256                          STATION RECOVERY (1978)
 CQ1256
 CQ1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ1256'MARK NOT FOUND.
 CQ1256
 CQ1256                          STATION RECOVERY (2000)
 CQ1256
 CQ1256'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1256'MARK NOT FOUND.
 CQ1256
 CQ1256                          STATION RECOVERY (2002)
 CQ1256
 CQ1256'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2082 ***********************************************************************
 CQ2082  DESIGNATION -  F 259
 CQ2082  PID         -  CQ2082
 CQ2082  STATE/COUNTY-  LA/BOSSIER
 CQ2082  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2082
 CQ2082                         *CURRENT SURVEY CONTROL
 CQ2082  ___________________________________________________________________
 CQ2082* NAD 83(1986)-  32 30 49.     (N)    093 42 54.     (W)     SCALED    
 CQ2082* NAVD 88     -        53.30   (+/-2cm)     174.9    (feet)  VERTCON   
 CQ2082  ___________________________________________________________________
 CQ2082  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2082
 CQ2082  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2082
 CQ2082.The horizontal coordinates were scaled from a topographic map and have
 CQ2082.an estimated accuracy of +/- 6 seconds.
 CQ2082
 CQ2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2082.The vertical order pertains to the NGVD 29 superseded value.
 CQ2082
 CQ2082.The geoid height was determined by GEOID03.
 CQ2082
 CQ2082;                    North         East    Units  Estimated Accuracy
 CQ2082;SPC LA N     -   223,900.      885,840.      MT  (+/- 180 meters Scaled)
 CQ2082
 CQ2082                          SUPERSEDED SURVEY CONTROL
 CQ2082
 CQ2082  NGVD 29 (??/??/??)   53.369  (m)          175.09   (f) ADJUSTED    1 1
 CQ2082
 CQ2082.Superseded values are not recommended for survey control.
 CQ2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2082.See file dsdata.txt to determine how the superseded data were derived.
 CQ2082
 CQ2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR328975(NAD 83)
 CQ2082_MARKER: DB = BENCH MARK DISK
 CQ2082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ2082_SP_SET: RETAINING WALL
 CQ2082_STAMPING: F 259 1969
 CQ2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2082
 CQ2082  HISTORY     - Date     Condition        Report By
 CQ2082  HISTORY     - 1969     MONUMENTED       CGS
 CQ2082
 CQ2082                          STATION DESCRIPTION
 CQ2082
 CQ2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2082'2.05 MI SE FROM BOSSIER CITY.
 CQ2082'ABOUT 1.25 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2082'EAST END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY,
 CQ2082'THENCE 0.5 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, THENCE
 CQ2082'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 71, IN SECTION 33, T 18 N, R 13
 CQ2082'W, 42 YARDS NORTHEAST OF THE CENTER LINE OF THE NORTHEAST TRAFFIC LANE
 CQ2082'OF THE HIGHWAY, 52 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CQ2082'MAIN TRACK OF THE KANSAS CITY SOUTHERN RAILWAY, SET IN THE TOP OF THE
 CQ2082'EAST EDGE OF THE CONCRETE FOUNDATION FOR THE MOST SOUTHEASTERLY OF 6
 CQ2082'CONCRETE PILLARS WHICH SUPPORTS A RAILROAD UNDERPASS FOR INTERSTATE
 CQ2082'HIGHWAY 20, 39 FEET NORTHEAST OF THE CENTER LINE OF A RAMP WHICH LEADS
 CQ2082'TO THE INTERSTATE HIGHWAY, 28 1/2 FEET NORTHWEST OF THE SOUTHEAST END
 CQ2082'OF A CONCRETE RETAINING WALL, 0.8 FOOT EAST OF A CONCRETE PILLAR,
 CQ2082'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 FEET ABOVE
 CQ2082'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1391 ***********************************************************************
 BX1391  DESIGNATION -  F 26 1 BOLT
 BX1391  PID         -  BX1391
 BX1391  STATE/COUNTY-  LA/GRANT
 BX1391  USGS QUAD   -  COLFAX (1985)
 BX1391
 BX1391                         *CURRENT SURVEY CONTROL
 BX1391  ___________________________________________________________________
 BX1391* NAD 83(1986)-  31 30 53.     (N)    092 42 43.     (W)     SCALED    
 BX1391* NAVD 88     -        29.24   (+/-2cm)      95.9    (feet)  VERTCON   
 BX1391  ___________________________________________________________________
 BX1391  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1391
 BX1391  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1391
 BX1391.The horizontal coordinates were scaled from a topographic map and have
 BX1391.an estimated accuracy of +/- 6 seconds.
 BX1391
 BX1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1391.The vertical order pertains to the NGVD 29 superseded value.
 BX1391
 BX1391.The geoid height was determined by GEOID03.
 BX1391
 BX1391;                    North         East    Units  Estimated Accuracy
 BX1391;SPC LA N     -   112,530.      979,870.      MT  (+/- 180 meters Scaled)
 BX1391
 BX1391                          SUPERSEDED SURVEY CONTROL
 BX1391
 BX1391  NGVD 29 (??/??/??)   29.252  (m)           95.97   (f) ADJUSTED    1 1
 BX1391
 BX1391.Superseded values are not recommended for survey control.
 BX1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1391.See file dsdata.txt to determine how the superseded data were derived.
 BX1391
 BX1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ273866(NAD 83)
 BX1391_MARKER: B = BOLT
 BX1391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1391_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1391
 BX1391  HISTORY     - Date     Condition        Report By
 BX1391  HISTORY     - UNK      MONUMENTED       DOD
 BX1391  HISTORY     - 1969     GOOD             CGS
 BX1391  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BX1391
 BX1391                          STATION DESCRIPTION
 BX1391
 BX1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1391'0.1 MI SE FROM COLFAX.
 BX1391'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1391'COURTHOUSE AT COLFAX, AT THE INTERSECTION OF SECOND AND BIRCH STREETS,
 BX1391'30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY WHICH IS SECOND
 BX1391'STREET, 33 FEET NORTHWEST OF THE CENTER LINE OF BIRCH STREET, 5 FEET
 BX1391'EAST OF A MAGNOLIA TREE, 7 1/2 FEET WEST OF A TELEPHONE POLE, ABOUT
 BX1391'LEVEL WITH THE HIGHWAY, A COPPER BOLT IN THE TOP OF A STONE SLAB ABOUT
 BX1391'3 1/2 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 BX1391'THROUGH AN IRON PIPE WHICH BEARS A U. S. ENGINEERS CAP AND PROJECTS 6
 BX1391'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1391
 BX1391                          STATION RECOVERY (1988)
 BX1391
 BX1391'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1392 ***********************************************************************
 BX1392  DESIGNATION -  F 26 1 CAP
 BX1392  PID         -  BX1392
 BX1392  STATE/COUNTY-  LA/GRANT
 BX1392  USGS QUAD   -  COLFAX (1985)
 BX1392
 BX1392                         *CURRENT SURVEY CONTROL
 BX1392  ___________________________________________________________________
 BX1392* NAD 83(1986)-  31 30 57.     (N)    092 42 47.     (W)     SCALED    
 BX1392* NAVD 88     -        30.498  (meters)     100.06   (feet)  ADJUSTED  
 BX1392  ___________________________________________________________________
 BX1392  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1392  DYNAMIC HT  -          30.462 (meters)      99.94  (feet)  COMP
 BX1392  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 BX1392
 BX1392  VERT ORDER  -  FIRST     CLASS I
 BX1392
 BX1392.The horizontal coordinates were scaled from a topographic map and have
 BX1392.an estimated accuracy of +/- 6 seconds.
 BX1392
 BX1392.The orthometric height was determined by differential leveling
 BX1392.and adjusted by the National Geodetic Survey in February 1994..
 BX1392
 BX1392.The geoid height was determined by GEOID03.
 BX1392
 BX1392.The dynamic height is computed by dividing the NAVD 88
 BX1392.geopotential number by the normal gravity value computed on the
 BX1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1392.degrees latitude (g = 980.6199 gals.).
 BX1392
 BX1392.The modeled gravity was interpolated from observed gravity values.
 BX1392
 BX1392;                    North         East    Units  Estimated Accuracy
 BX1392;SPC LA N     -   112,650.      979,760.      MT  (+/- 180 meters Scaled)
 BX1392
 BX1392                          SUPERSEDED SURVEY CONTROL
 BX1392
 BX1392  NAVD 88 (06/15/91)   30.498  (m)          100.06   (f) UNKNOWN     1 1
 BX1392  NGVD 29 (??/??/??)   30.506  (m)          100.09   (f) ADJUSTED    1 1
 BX1392
 BX1392.Superseded values are not recommended for survey control.
 BX1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1392.See file dsdata.txt to determine how the superseded data were derived.
 BX1392
 BX1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ272868(NAD 83)
 BX1392_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1392_STAMPING: F 26-1
 BX1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1392
 BX1392  HISTORY     - Date     Condition        Report By
 BX1392  HISTORY     - UNK      MONUMENTED       DOD
 BX1392  HISTORY     - 1969     GOOD             CGS
 BX1392  HISTORY     - 1977     GOOD             NGS
 BX1392
 BX1392                          STATION DESCRIPTION
 BX1392
 BX1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1392'0.1 MI SE FROM COLFAX.
 BX1392'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1392'COURTHOUSE AT COLFAX, AT THE INTERSECTION OF SECOND AND BIRCH STREETS,
 BX1392'30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY WHICH IS SECOND
 BX1392'STREET, 33 FEET NORTHWEST OF THE CENTER LINE OF BIRCH STREET, 5 FEET
 BX1392'EAST OF A MAGNOLIA TREE, 7 1/2 FEET WEST OF A TELEPHONE POLE, ABOUT
 BX1392'LEVEL WITH THE HIGHWAY, A U.S.E. CAP ON THE TOP OF AN IRON PIPE WHICH
 BX1392'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1392
 BX1392                          STATION RECOVERY (1977)
 BX1392
 BX1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1374 ***********************************************************************
 BX1374  DESIGNATION -  F 26 2 BOLT
 BX1374  PID         -  BX1374
 BX1374  STATE/COUNTY-  LA/GRANT
 BX1374  USGS QUAD   -  ALOHA (1992)
 BX1374
 BX1374                         *CURRENT SURVEY CONTROL
 BX1374  ___________________________________________________________________
 BX1374* NAD 83(1986)-  31 33 51.     (N)    092 45 11.     (W)     SCALED    
 BX1374* NAVD 88     -        28.92   (+/-2cm)      94.9    (feet)  VERTCON   
 BX1374  ___________________________________________________________________
 BX1374  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1374
 BX1374  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1374
 BX1374.The horizontal coordinates were scaled from a topographic map and have
 BX1374.an estimated accuracy of +/- 6 seconds.
 BX1374
 BX1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1374.The vertical order pertains to the NGVD 29 superseded value.
 BX1374
 BX1374.The geoid height was determined by GEOID03.
 BX1374
 BX1374;                    North         East    Units  Estimated Accuracy
 BX1374;SPC LA N     -   118,020.      975,980.      MT  (+/- 180 meters Scaled)
 BX1374
 BX1374                          SUPERSEDED SURVEY CONTROL
 BX1374
 BX1374  NGVD 29 (??/??/??)   28.931  (m)           94.92   (f) ADJUSTED    1 2
 BX1374
 BX1374.Superseded values are not recommended for survey control.
 BX1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1374.See file dsdata.txt to determine how the superseded data were derived.
 BX1374
 BX1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ234921(NAD 83)
 BX1374_MARKER: B = BOLT
 BX1374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1374
 BX1374  HISTORY     - Date     Condition        Report By
 BX1374  HISTORY     - UNK      MONUMENTED       DOD
 BX1374  HISTORY     - 1949     GOOD             CGS
 BX1374  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1374
 BX1374                          STATION DESCRIPTION
 BX1374
 BX1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1374'4.2 MI NW FROM COLFAX.
 BX1374'4.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 BX1374'STATION AT COLFAX, 14 RAILS SOUTHEAST OF A ROAD CROSSING, 16.0 FEET
 BX1374'NORTHEAST OF THE NORTHEAST RAIL, A COPPER BOLT LEADED IN THE TOP OF A
 BX1374'STONE WHICH IS 2.0 FEET BELOW THE TOP OF THE GROUND AND ACCESS TO
 BX1374'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS
 BX1374'STANDARD CAP.  NOTE-- THIS MARK IS ALSO 1.75 MILES SOUTHEAST OF ALOHA.
 BX1374
 BX1374                          STATION RECOVERY (2001)
 BX1374
 BX1374'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1373 ***********************************************************************
 BX1373  DESIGNATION -  F 26 2 CAP
 BX1373  PID         -  BX1373
 BX1373  STATE/COUNTY-  LA/GRANT
 BX1373  USGS QUAD   -  ALOHA (1992)
 BX1373
 BX1373                         *CURRENT SURVEY CONTROL
 BX1373  ___________________________________________________________________
 BX1373* NAD 83(1986)-  31 33 51.     (N)    092 45 11.     (W)     SCALED    
 BX1373* NAVD 88     -        30.22   (+/-2cm)      99.1    (feet)  VERTCON   
 BX1373  ___________________________________________________________________
 BX1373  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1373
 BX1373  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1373
 BX1373.The horizontal coordinates were scaled from a topographic map and have
 BX1373.an estimated accuracy of +/- 6 seconds.
 BX1373
 BX1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1373.The vertical order pertains to the NGVD 29 superseded value.
 BX1373
 BX1373.The geoid height was determined by GEOID03.
 BX1373
 BX1373;                    North         East    Units  Estimated Accuracy
 BX1373;SPC LA N     -   118,020.      975,980.      MT  (+/- 180 meters Scaled)
 BX1373
 BX1373                          SUPERSEDED SURVEY CONTROL
 BX1373
 BX1373  NGVD 29 (??/??/??)   30.235  (m)           99.20   (f) ADJUSTED    1 2
 BX1373
 BX1373.Superseded values are not recommended for survey control.
 BX1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1373.See file dsdata.txt to determine how the superseded data were derived.
 BX1373
 BX1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ234921(NAD 83)
 BX1373_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1373_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1373_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1373_STAMPING: F 26 2
 BX1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1373
 BX1373  HISTORY     - Date     Condition        Report By
 BX1373  HISTORY     - UNK      MONUMENTED       DOD
 BX1373  HISTORY     - 1949     GOOD             CGS
 BX1373  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1373
 BX1373                          STATION DESCRIPTION
 BX1373
 BX1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1373'4.2 MI NW FROM COLFAX.
 BX1373'4.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 BX1373'STATION AT COLFAX, 14 RAILS SOUTHEAST OF A ROAD CROSSING, 16.0 FEET
 BX1373'NORTHEAST OF THE NORTHEAST RAIL, A CORPS OF ENGINEERS STANDARD CAP
 BX1373'BOLTED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 2.5 FEET ABOVE THE
 BX1373'GROUND.  THIS MARK IS 1.75 MILES SOUTHEAST OF ALOHA.
 BX1373
 BX1373                          STATION RECOVERY (2001)
 BX1373
 BX1373'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1371 ***********************************************************************
 BX1371  DESIGNATION -  F 26 3 BOLT
 BX1371  PID         -  BX1371
 BX1371  STATE/COUNTY-  LA/GRANT
 BX1371  USGS QUAD   -  ALOHA (1992)
 BX1371
 BX1371                         *CURRENT SURVEY CONTROL
 BX1371  ___________________________________________________________________
 BX1371* NAD 83(1986)-  31 33 46.     (N)    092 45 07.     (W)     SCALED    
 BX1371* NAVD 88     -        28.37   (+/-2cm)      93.1    (feet)  VERTCON   
 BX1371  ___________________________________________________________________
 BX1371  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1371
 BX1371  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1371
 BX1371.The horizontal coordinates were scaled from a topographic map and have
 BX1371.an estimated accuracy of +/- 6 seconds.
 BX1371
 BX1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1371.The vertical order pertains to the NGVD 29 superseded value.
 BX1371
 BX1371.The geoid height was determined by GEOID03.
 BX1371
 BX1371;                    North         East    Units  Estimated Accuracy
 BX1371;SPC LA N     -   117,860.      976,080.      MT  (+/- 180 meters Scaled)
 BX1371
 BX1371                          SUPERSEDED SURVEY CONTROL
 BX1371
 BX1371  NGVD 29 (??/??/??)   28.380  (m)           93.11   (f) ADJUSTED    1 2
 BX1371
 BX1371.Superseded values are not recommended for survey control.
 BX1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1371.See file dsdata.txt to determine how the superseded data were derived.
 BX1371
 BX1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ235920(NAD 83)
 BX1371_MARKER: B = BOLT
 BX1371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1371
 BX1371  HISTORY     - Date     Condition        Report By
 BX1371  HISTORY     - UNK      MONUMENTED       DOD
 BX1371  HISTORY     - 1949     GOOD             CGS
 BX1371
 BX1371                          STATION DESCRIPTION
 BX1371
 BX1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1371'4.3 MI NW FROM COLFAX.
 BX1371'4.3 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 BX1371'STATION AT COLFAX, 28 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD,
 BX1371'19 FEET EAST OF THE NORTHEAST END OF A CATTLE GUARD, 18.0 FEET
 BX1371'NORTHEAST OF THE NORTHEAST RAIL, A COPPER BOLT LEADED IN THE TOP OF A
 BX1371'STONE WHICH IS 3.0 FEET BELOW THE GROUND AND ACCESS TO WHICH IS HAD
 BX1371'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1370 ***********************************************************************
 BX1370  DESIGNATION -  F 26 3 CAP
 BX1370  PID         -  BX1370
 BX1370  STATE/COUNTY-  LA/GRANT
 BX1370  USGS QUAD   -  ALOHA (1992)
 BX1370
 BX1370                         *CURRENT SURVEY CONTROL
 BX1370  ___________________________________________________________________
 BX1370* NAD 83(1986)-  31 33 47.     (N)    092 45 07.     (W)     SCALED    
 BX1370* NAVD 88     -        29.68   (+/-2cm)      97.4    (feet)  VERTCON   
 BX1370  ___________________________________________________________________
 BX1370  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1370
 BX1370  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1370
 BX1370.The horizontal coordinates were scaled from a topographic map and have
 BX1370.an estimated accuracy of +/- 6 seconds.
 BX1370
 BX1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1370.The vertical order pertains to the NGVD 29 superseded value.
 BX1370
 BX1370.The geoid height was determined by GEOID03.
 BX1370
 BX1370;                    North         East    Units  Estimated Accuracy
 BX1370;SPC LA N     -   117,890.      976,080.      MT  (+/- 180 meters Scaled)
 BX1370
 BX1370                          SUPERSEDED SURVEY CONTROL
 BX1370
 BX1370  NGVD 29 (??/??/??)   29.688  (m)           97.40   (f) ADJUSTED    1 2
 BX1370
 BX1370.Superseded values are not recommended for survey control.
 BX1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1370.See file dsdata.txt to determine how the superseded data were derived.
 BX1370
 BX1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ235920(NAD 83)
 BX1370_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1370_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1370_STAMPING: F 26 3
 BX1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1370
 BX1370  HISTORY     - Date     Condition        Report By
 BX1370  HISTORY     - UNK      MONUMENTED       DOD
 BX1370  HISTORY     - 1949     GOOD             CGS
 BX1370  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1370
 BX1370                          STATION DESCRIPTION
 BX1370
 BX1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1370'4.3 MI NW FROM COLFAX.
 BX1370'4.3 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 BX1370'STATION AT COLFAX, 28 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD,
 BX1370'19 FEET EAST OF THE NORTHEAST END OF A CATTLE GUARD, 18.0 FEET
 BX1370'NORTHEAST OF THE NORTHEAST RAIL, A CORPS OF ENGINEERS STANDARD CAP
 BX1370'BOLTED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 BX1370'GROUND.
 BX1370
 BX1370                          STATION RECOVERY (2001)
 BX1370
 BX1370'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1818 ***********************************************************************
 CQ1818  DESIGNATION -  F 260
 CQ1818  PID         -  CQ1818
 CQ1818  STATE/COUNTY-  LA/CADDO
 CQ1818  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1818
 CQ1818                         *CURRENT SURVEY CONTROL
 CQ1818  ___________________________________________________________________
 CQ1818* NAD 83(1986)-  32 21 24.     (N)    093 38 10.     (W)     SCALED    
 CQ1818* NAVD 88     -        46.922  (meters)     153.94   (feet)  ADJUSTED  
 CQ1818  ___________________________________________________________________
 CQ1818  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1818  DYNAMIC HT  -          46.868 (meters)     153.77  (feet)  COMP
 CQ1818  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 CQ1818
 CQ1818  VERT ORDER  -  FIRST     CLASS I
 CQ1818
 CQ1818.The horizontal coordinates were scaled from a topographic map and have
 CQ1818.an estimated accuracy of +/- 6 seconds.
 CQ1818
 CQ1818.The orthometric height was determined by differential leveling
 CQ1818.and adjusted by the National Geodetic Survey in February 1994..
 CQ1818
 CQ1818.The geoid height was determined by GEOID03.
 CQ1818
 CQ1818.The dynamic height is computed by dividing the NAVD 88
 CQ1818.geopotential number by the normal gravity value computed on the
 CQ1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1818.degrees latitude (g = 980.6199 gals.).
 CQ1818
 CQ1818.The modeled gravity was interpolated from observed gravity values.
 CQ1818
 CQ1818;                    North         East    Units  Estimated Accuracy
 CQ1818;SPC LA N     -   206,420.      893,070.      MT  (+/- 180 meters Scaled)
 CQ1818
 CQ1818                          SUPERSEDED SURVEY CONTROL
 CQ1818
 CQ1818  NAVD 88 (06/15/91)   46.925  (m)          153.95   (f) UNKNOWN     1 1
 CQ1818  NGVD 29 (??/??/??)   46.984  (m)          154.15   (f) ADJUSTED    1 1
 CQ1818
 CQ1818.Superseded values are not recommended for survey control.
 CQ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1818.See file dsdata.txt to determine how the superseded data were derived.
 CQ1818
 CQ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR401801(NAD 83)
 CQ1818_MARKER: DB = BENCH MARK DISK
 CQ1818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1818_SP_SET: CULVERT
 CQ1818_STAMPING: F 260 1969
 CQ1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1818
 CQ1818  HISTORY     - Date     Condition        Report By
 CQ1818  HISTORY     - 1969     MONUMENTED       CGS
 CQ1818  HISTORY     - 1977     GOOD             NGS
 CQ1818  HISTORY     - 1987     GOOD             USPSQD
 CQ1818  HISTORY     - 1989     GOOD             USPSQD
 CQ1818  HISTORY     - 20000205 GOOD             USPSQD
 CQ1818
 CQ1818                          STATION DESCRIPTION
 CQ1818
 CQ1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1818'8.6 MI SE FROM SHREVEPORT.
 CQ1818'ABOUT 8.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1818'STATION POST OFFICE AT SHREVEPORT, IN SECTION 30, T 16 N, R 12 W, 34
 CQ1818'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 75 FEET NORTHEAST OF
 CQ1818'THE NORTHEAST RAIL OF THE TEXAS AND PACIFIC RAILROAD, SET IN THE
 CQ1818'CENTER OF THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A
 CQ1818'THREE-CHANNEL CONCRETE CULVERT, AND ABOUT 3 1/2 FEET BELOW THE LEVEL
 CQ1818'OF THE HIGHWAY.
 CQ1818
 CQ1818                          STATION RECOVERY (1977)
 CQ1818
 CQ1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1818'RECOVERED IN GOOD CONDITION.
 CQ1818
 CQ1818                          STATION RECOVERY (1987)
 CQ1818
 CQ1818'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1818'RECOVERED IN GOOD CONDITION.
 CQ1818
 CQ1818                          STATION RECOVERY (1989)
 CQ1818
 CQ1818'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1818'RECOVERED IN GOOD CONDITION.
 CQ1818
 CQ1818                          STATION RECOVERY (2000)
 CQ1818
 CQ1818'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1489 ***********************************************************************
 CQ1489  DESIGNATION -  F 261
 CQ1489  PID         -  CQ1489
 CQ1489  STATE/COUNTY-  LA/RED RIVER
 CQ1489  USGS QUAD   -  HARMON (1980)
 CQ1489
 CQ1489                         *CURRENT SURVEY CONTROL
 CQ1489  ___________________________________________________________________
 CQ1489* NAD 83(1986)-  32 07 06.     (N)    093 28 47.     (W)     SCALED    
 CQ1489* NAVD 88     -        41.476  (meters)     136.08   (feet)  ADJUSTED  
 CQ1489  ___________________________________________________________________
 CQ1489  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1489  DYNAMIC HT  -          41.428 (meters)     135.92  (feet)  COMP
 CQ1489  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 CQ1489
 CQ1489  VERT ORDER  -  FIRST     CLASS I
 CQ1489
 CQ1489.The horizontal coordinates were scaled from a topographic map and have
 CQ1489.an estimated accuracy of +/- 6 seconds.
 CQ1489
 CQ1489.The orthometric height was determined by differential leveling
 CQ1489.and adjusted by the National Geodetic Survey in February 1994..
 CQ1489
 CQ1489.The geoid height was determined by GEOID03.
 CQ1489
 CQ1489.The dynamic height is computed by dividing the NAVD 88
 CQ1489.geopotential number by the normal gravity value computed on the
 CQ1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1489.degrees latitude (g = 980.6199 gals.).
 CQ1489
 CQ1489.The modeled gravity was interpolated from observed gravity values.
 CQ1489
 CQ1489;                    North         East    Units  Estimated Accuracy
 CQ1489;SPC LA N     -   179,850.      907,550.      MT  (+/- 180 meters Scaled)
 CQ1489
 CQ1489                          SUPERSEDED SURVEY CONTROL
 CQ1489
 CQ1489  NAVD 88 (06/15/91)   41.476  (m)          136.08   (f) UNKNOWN     1 1
 CQ1489  NGVD 29 (??/??/??)   41.534  (m)          136.27   (f) ADJUSTED    1 1
 CQ1489
 CQ1489.Superseded values are not recommended for survey control.
 CQ1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1489.See file dsdata.txt to determine how the superseded data were derived.
 CQ1489
 CQ1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR547536(NAD 83)
 CQ1489_MARKER: DB = BENCH MARK DISK
 CQ1489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1489_SP_SET: CULVERT
 CQ1489_STAMPING: F 261 1969
 CQ1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1489
 CQ1489  HISTORY     - Date     Condition        Report By
 CQ1489  HISTORY     - 1969     MONUMENTED       CGS
 CQ1489  HISTORY     - 1977     GOOD             NGS
 CQ1489  HISTORY     - 1987     GOOD             USPSQD
 CQ1489  HISTORY     - 19970916 GOOD             USPSQD
 CQ1489
 CQ1489                          STATION DESCRIPTION
 CQ1489
 CQ1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1489'12.8 MI NW FROM COUSHATTA.
 CQ1489'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1489'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1489'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 2.25 MILES NORTH
 CQ1489'ALONG STATE HIGHWAY 1, IN SECTION 15, T 13 N, R 11 W, 21 1/2 FEET WEST
 CQ1489'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 CQ1489'WEST CONCRETE HEADWALL OF A TWO-CHANNEL CONCRETE BOX CULVERT, AND
 CQ1489'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ1489
 CQ1489                          STATION RECOVERY (1977)
 CQ1489
 CQ1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1489'RECOVERED IN GOOD CONDITION.
 CQ1489
 CQ1489                          STATION RECOVERY (1987)
 CQ1489
 CQ1489'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1489'RECOVERED IN GOOD CONDITION.
 CQ1489
 CQ1489                          STATION RECOVERY (1997)
 CQ1489
 CQ1489'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1080 ***********************************************************************
 BX1080  DESIGNATION -  F 262
 BX1080  PID         -  BX1080
 BX1080  STATE/COUNTY-  LA/GRANT
 BX1080  USGS QUAD   -  BOYCE (1992)
 BX1080
 BX1080                         *CURRENT SURVEY CONTROL
 BX1080  ___________________________________________________________________
 BX1080* NAD 83(1986)-  31 25 56.     (N)    092 40 35.     (W)     SCALED    
 BX1080* NAVD 88     -        27.134  (meters)      89.02   (feet)  ADJUSTED  
 BX1080  ___________________________________________________________________
 BX1080  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1080  DYNAMIC HT  -          27.102 (meters)      88.92  (feet)  COMP
 BX1080  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 BX1080
 BX1080  VERT ORDER  -  FIRST     CLASS I
 BX1080
 BX1080.The horizontal coordinates were scaled from a topographic map and have
 BX1080.an estimated accuracy of +/- 6 seconds.
 BX1080
 BX1080.The orthometric height was determined by differential leveling
 BX1080.and adjusted by the National Geodetic Survey in February 1994..
 BX1080
 BX1080.The geoid height was determined by GEOID03.
 BX1080
 BX1080.The dynamic height is computed by dividing the NAVD 88
 BX1080.geopotential number by the normal gravity value computed on the
 BX1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1080.degrees latitude (g = 980.6199 gals.).
 BX1080
 BX1080.The modeled gravity was interpolated from observed gravity values.
 BX1080
 BX1080;                    North         East    Units  Estimated Accuracy
 BX1080;SPC LA N     -   103,380.      983,230.      MT  (+/- 180 meters Scaled)
 BX1080
 BX1080                          SUPERSEDED SURVEY CONTROL
 BX1080
 BX1080  NAVD 88 (06/15/91)   27.134  (m)           89.02   (f) UNKNOWN     1 1
 BX1080  NGVD 29 (??/??/??)   27.136  (m)           89.03   (f) ADJUSTED    1 1
 BX1080
 BX1080.Superseded values are not recommended for survey control.
 BX1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1080.See file dsdata.txt to determine how the superseded data were derived.
 BX1080
 BX1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ307775(NAD 83)
 BX1080_MARKER: DB = BENCH MARK DISK
 BX1080_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1080_SP_SET: 213 FT
 BX1080_STAMPING: F 262 1969
 BX1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1080
 BX1080  HISTORY     - Date     Condition        Report By
 BX1080  HISTORY     - 1969     MONUMENTED       CGS
 BX1080  HISTORY     - 1977     GOOD             NGS
 BX1080
 BX1080                          STATION DESCRIPTION
 BX1080
 BX1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1080'3.45 MI N FROM BOYCE.
 BX1080'ABOUT 3.45 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1080'BOYCE, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 98 FEET NORTH
 BX1080'OF THE CENTER LINE OF A PRIVATE ROAD, 148 FEET NORTHWEST OF THE
 BX1080'NORTHWEST CORNER OF A HOUSE, 1 FOOT WEST OF A FENCE, 1.1 FEET NORTH OF
 BX1080'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 BX1080'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 BX1080'OF 213 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 4
 BX1080'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1080
 BX1080                          STATION RECOVERY (1977)
 BX1080
 BX1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1052 ***********************************************************************
 BK1052  DESIGNATION -  F 263
 BK1052  PID         -  BK1052
 BK1052  STATE/COUNTY-  LA/ALLEN
 BK1052  USGS QUAD   -  OAKDALE (1993)
 BK1052
 BK1052                         *CURRENT SURVEY CONTROL
 BK1052  ___________________________________________________________________
 BK1052* NAD 83(1986)-  30 52 02.     (N)    092 38 18.     (W)     SCALED    
 BK1052* NAVD 88     -        40.981  (meters)     134.45   (feet)  ADJUSTED  
 BK1052  ___________________________________________________________________
 BK1052  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK1052  DYNAMIC HT  -          40.929 (meters)     134.28  (feet)  COMP
 BK1052  MODELED GRAV-     979,369.9   (mgal)                       NAVD 88
 BK1052
 BK1052  VERT ORDER  -  FIRST     CLASS I
 BK1052
 BK1052.The horizontal coordinates were scaled from a topographic map and have
 BK1052.an estimated accuracy of +/- 6 seconds.
 BK1052
 BK1052.The orthometric height was determined by differential leveling
 BK1052.and adjusted by the National Geodetic Survey in February 1994..
 BK1052
 BK1052.The geoid height was determined by GEOID03.
 BK1052
 BK1052.The dynamic height is computed by dividing the NAVD 88
 BK1052.geopotential number by the normal gravity value computed on the
 BK1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1052.degrees latitude (g = 980.6199 gals.).
 BK1052
 BK1052.The modeled gravity was interpolated from observed gravity values.
 BK1052
 BK1052;                    North         East    Units  Estimated Accuracy
 BK1052;SPC LA S     -   263,110.      875,190.      MT  (+/- 180 meters Scaled)
 BK1052
 BK1052                          SUPERSEDED SURVEY CONTROL
 BK1052
 BK1052  NAVD 88 (06/15/91)   40.973  (m)          134.43   (f) UNKNOWN     1 1
 BK1052  NGVD 29 (??/??/??)   40.957  (m)          134.37   (f) ADJUSTED    1 1
 BK1052
 BK1052.Superseded values are not recommended for survey control.
 BK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1052.See file dsdata.txt to determine how the superseded data were derived.
 BK1052
 BK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ345149(NAD 83)
 BK1052_MARKER: DB = BENCH MARK DISK
 BK1052_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1052_SP_SET: 56 FEET
 BK1052_STAMPING: F 263 1969
 BK1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1052
 BK1052  HISTORY     - Date     Condition        Report By
 BK1052  HISTORY     - 1969     MONUMENTED       CGS
 BK1052  HISTORY     - 1970     GOOD             NGS
 BK1052
 BK1052                          STATION DESCRIPTION
 BK1052
 BK1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1052'3.75 MI NE FROM OAKDALE.
 BK1052'ABOUT 3.75 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1052'THE STATION AT OAKDALE, IN SECTION 23, T 2 S, R 3 W, 40 FEET NORTHWEST
 BK1052'OF THE NORTHWEST RAIL, 3 FEET WEST OF MILEPOST 632, 69 FEET SOUTHEAST
 BK1052'OF THE CENTER LINE OF U.S. HIGHWAY 165, 1.0 FOOT NORTHEAST OF A METAL
 BK1052'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 4 FEET BELOW THE
 BK1052'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BK1052'THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS ENCASED IN A 6-INCH IRON
 BK1052'PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1814 ***********************************************************************
 BX1814  DESIGNATION -  F 264
 BX1814  PID         -  BX1814
 BX1814  STATE/COUNTY-  LA/RED RIVER
 BX1814  USGS QUAD   -  HANNA (1992)
 BX1814
 BX1814                         *CURRENT SURVEY CONTROL
 BX1814  ___________________________________________________________________
 BX1814* NAD 83(1986)-  31 59 17.     (N)    093 15 30.     (W)     SCALED    
 BX1814* NAVD 88     -        58.73   (+/-2cm)     192.7    (feet)  VERTCON   
 BX1814  ___________________________________________________________________
 BX1814  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1814
 BX1814  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1814
 BX1814.The horizontal coordinates were scaled from a topographic map and have
 BX1814.an estimated accuracy of +/- 6 seconds.
 BX1814
 BX1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1814.The vertical order pertains to the NGVD 29 superseded value.
 BX1814
 BX1814.The geoid height was determined by GEOID03.
 BX1814
 BX1814;                    North         East    Units  Estimated Accuracy
 BX1814;SPC LA N     -   165,240.      928,340.      MT  (+/- 180 meters Scaled)
 BX1814
 BX1814                          SUPERSEDED SURVEY CONTROL
 BX1814
 BX1814  NGVD 29 (??/??/??)   58.779  (m)          192.84   (f) ADJUSTED    1 1
 BX1814
 BX1814.Superseded values are not recommended for survey control.
 BX1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1814.See file dsdata.txt to determine how the superseded data were derived.
 BX1814
 BX1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR755391(NAD 83)
 BX1814_MARKER: DB = BENCH MARK DISK
 BX1814_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1814_SP_SET: 93 FEET
 BX1814_STAMPING: F 264 1969
 BX1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1814
 BX1814  HISTORY     - Date     Condition        Report By
 BX1814  HISTORY     - 1969     MONUMENTED       CGS
 BX1814  HISTORY     - 20010922 GOOD             USPSQD
 BX1814
 BX1814                          STATION DESCRIPTION
 BX1814
 BX1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1814'5.75 MI SE FROM COUSHATTA.
 BX1814'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1814'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 BX1814'THENCE 4.7 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 BX1814'26, T 12 N, R 9 W, 0.15 MILE WEST OF THE UNION HALL BAPTIST CHURCH, 75
 BX1814'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 73 FEET NORTHWEST OF
 BX1814'THE CENTER LINE OF A PAVED ROAD WHICH LEADS TO THE CHURCH, 75 FEET
 BX1814'EAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 59 FEET EAST OF A
 BX1814'CORNER FENCE POST, 6 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A METAL
 BX1814'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 BX1814'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 93 FEET AND IS
 BX1814'ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 5 INCHES ABOVE THE
 BX1814'SURFACE OF THE GROUND.
 BX1814
 BX1814                          STATION RECOVERY (2001)
 BX1814
 BX1814'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1827 ***********************************************************************
 BX1827  DESIGNATION -  F 265
 BX1827  PID         -  BX1827
 BX1827  STATE/COUNTY-  LA/NATCHITOCHES
 BX1827  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1827
 BX1827                         *CURRENT SURVEY CONTROL
 BX1827  ___________________________________________________________________
 BX1827* NAD 83(1986)-  31 55 41.     (N)    093 08 20.     (W)     SCALED    
 BX1827* NAVD 88     -        62.59   (+/-2cm)     205.3    (feet)  VERTCON   
 BX1827  ___________________________________________________________________
 BX1827  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1827
 BX1827  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1827
 BX1827.The horizontal coordinates were scaled from a topographic map and have
 BX1827.an estimated accuracy of +/- 6 seconds.
 BX1827
 BX1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1827.The vertical order pertains to the NGVD 29 superseded value.
 BX1827
 BX1827.The geoid height was determined by GEOID03.
 BX1827
 BX1827;                    North         East    Units  Estimated Accuracy
 BX1827;SPC LA N     -   158,510.      939,590.      MT  (+/- 180 meters Scaled)
 BX1827
 BX1827                          SUPERSEDED SURVEY CONTROL
 BX1827
 BX1827  NGVD 29 (??/??/??)   62.636  (m)          205.50   (f) ADJUSTED    1 1
 BX1827
 BX1827.Superseded values are not recommended for survey control.
 BX1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1827.See file dsdata.txt to determine how the superseded data were derived.
 BX1827
 BX1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR868324(NAD 83)
 BX1827_MARKER: DB = BENCH MARK DISK
 BX1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1827_STAMPING: F 265 1969
 BX1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1827+STABILITY: SURFACE MOTION
 BX1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1827+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1827
 BX1827  HISTORY     - Date     Condition        Report By
 BX1827  HISTORY     - 1969     MONUMENTED       CGS
 BX1827  HISTORY     - 1986     GOOD             USPSQD
 BX1827  HISTORY     - 1987     GOOD             USPSQD
 BX1827  HISTORY     - 19950507 MARK NOT FOUND   USPSQD
 BX1827  HISTORY     - 20010922 GOOD             USPSQD
 BX1827  HISTORY     - 20060610 GOOD             USPSQD
 BX1827
 BX1827                          STATION DESCRIPTION
 BX1827
 BX1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1827'3.6 MI NW FROM CAMPTI.
 BX1827'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1827'AT CAMPTI, THENCE 3.35 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1827'IN SECTION 24, T 11 N, R 8 W, 0.2 MILE SOUTHEAST OF A CULVERT WHICH IS
 BX1827'BETWEEN TWO HILLS, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX1827'HIGHWAY, 250 FEET SOUTHEAST OF A FRAME HOUSE, 14 FEET NORTHWEST OF
 BX1827'POWER POLE NUMBER 31 WHICH IS BRACED BY 2 GUY WIRES, 1.2 FEET
 BX1827'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BX1827'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BX1827'ABOVE THE SURFACE OF THE GROUND.
 BX1827
 BX1827                          STATION RECOVERY (1986)
 BX1827
 BX1827'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGC)
 BX1827'RECOVERED IN GOOD CONDITION.
 BX1827
 BX1827                          STATION RECOVERY (1987)
 BX1827
 BX1827'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 BX1827'RECOVERED IN GOOD CONDITION.
 BX1827
 BX1827                          STATION RECOVERY (1995)
 BX1827
 BX1827'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1827'MARK NOT FOUND.
 BX1827
 BX1827                          STATION RECOVERY (2001)
 BX1827
 BX1827'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1827'RECOVERED IN GOOD CONDITION.
 BX1827
 BX1827                          STATION RECOVERY (2006)
 BX1827
 BX1827'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0721 ***********************************************************************
 BK0721  DESIGNATION -  F 266
 BK0721  PID         -  BK0721
 BK0721  STATE/COUNTY-  LA/ALLEN
 BK0721  USGS QUAD   -  KINDER (1994)
 BK0721
 BK0721                         *CURRENT SURVEY CONTROL
 BK0721  ___________________________________________________________________
 BK0721* NAD 83(1986)-  30 28 01.     (N)    092 51 35.     (W)     SCALED    
 BK0721* NAVD 88     -        13.840  (meters)      45.41   (feet)  ADJUSTED  
 BK0721  ___________________________________________________________________
 BK0721  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0721  DYNAMIC HT  -          13.822 (meters)      45.35  (feet)  COMP
 BK0721  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 BK0721
 BK0721  VERT ORDER  -  FIRST     CLASS I
 BK0721
 BK0721.The horizontal coordinates were scaled from a topographic map and have
 BK0721.an estimated accuracy of +/- 6 seconds.
 BK0721
 BK0721.The orthometric height was determined by differential leveling
 BK0721.and adjusted by the National Geodetic Survey in February 1994..
 BK0721
 BK0721.The geoid height was determined by GEOID03.
 BK0721
 BK0721.The dynamic height is computed by dividing the NAVD 88
 BK0721.geopotential number by the normal gravity value computed on the
 BK0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0721.degrees latitude (g = 980.6199 gals.).
 BK0721
 BK0721.The modeled gravity was interpolated from observed gravity values.
 BK0721
 BK0721;                    North         East    Units  Estimated Accuracy
 BK0721;SPC LA S     -   219,000.      853,430.      MT  (+/- 180 meters Scaled)
 BK0721
 BK0721                          SUPERSEDED SURVEY CONTROL
 BK0721
 BK0721  NAVD 88 (06/15/91)   13.824  (m)           45.35   (f) UNKNOWN     1 1
 BK0721  NGVD 29 (??/??/??)   13.805  (m)           45.29   (f) ADJUSTED    1 1
 BK0721
 BK0721.Superseded values are not recommended for survey control.
 BK0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0721.See file dsdata.txt to determine how the superseded data were derived.
 BK0721
 BK0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP134705(NAD 83)
 BK0721_MARKER: DB = BENCH MARK DISK
 BK0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0721_STAMPING: F 266 1969
 BK0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0721+STABILITY: SURFACE MOTION
 BK0721
 BK0721  HISTORY     - Date     Condition        Report By
 BK0721  HISTORY     - 1969     MONUMENTED       CGS
 BK0721  HISTORY     - 1970     GOOD             NGS
 BK0721  HISTORY     - 1981     GOOD             LADTD
 BK0721  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0721  HISTORY     - 20040630 MARK NOT FOUND   USPSQD
 BK0721
 BK0721                          STATION DESCRIPTION
 BK0721
 BK0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0721'1.85 MI SW FROM KINDER.
 BK0721'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0721'PACIFIC RAILROAD STATION AT KINDER, 164 FEET NORTHEAST OF THE CENTER
 BK0721'OF A CROSSING OF THE MISSOURI PACIFIC RAILROAD AND A PAVED ROAD, 133
 BK0721'1/2 FEET SOUTHEAST AND ACROSS THE TRACKS FROM THE CENTER LINE OF THE
 BK0721'HIGHWAY, 44 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7 FEET NORTHWEST
 BK0721'OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A FENCE, 1.4 FEET SOUTHEAST
 BK0721'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 BK0721'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF
 BK0721'THE GROUND.  SECTION 2, T 7S, R 5W.
 BK0721
 BK0721                          STATION RECOVERY (1981)
 BK0721
 BK0721'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0721'RECOVERED IN GOOD CONDITION.
 BK0721
 BK0721                          STATION RECOVERY (2002)
 BK0721
 BK0721'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0721'MARK NOT FOUND.
 BK0721
 BK0721                          STATION RECOVERY (2004)
 BK0721
 BK0721'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1713 ***********************************************************************
 BK1713  DESIGNATION -  F 269
 BK1713  PID         -  BK1713
 BK1713  STATE/COUNTY-  LA/CALCASIEU
 BK1713  USGS QUAD   -  VINTON (1994)
 BK1713
 BK1713                         *CURRENT SURVEY CONTROL
 BK1713  ___________________________________________________________________
 BK1713* NAD 83(1986)-  30 11 28.     (N)    093 34 50.     (W)     SCALED    
 BK1713* NAVD 88     -         4.926  (meters)      16.16   (feet)  ADJUSTED  
 BK1713  ___________________________________________________________________
 BK1713  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1713  DYNAMIC HT  -           4.920 (meters)      16.14  (feet)  COMP
 BK1713  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 BK1713
 BK1713  VERT ORDER  -  FIRST     CLASS I
 BK1713
 BK1713.The horizontal coordinates were scaled from a topographic map and have
 BK1713.an estimated accuracy of +/- 6 seconds.
 BK1713
 BK1713.The orthometric height was determined by differential leveling
 BK1713.and adjusted by the National Geodetic Survey in February 1994..
 BK1713
 BK1713.The geoid height was determined by GEOID03.
 BK1713
 BK1713.The dynamic height is computed by dividing the NAVD 88
 BK1713.geopotential number by the normal gravity value computed on the
 BK1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1713.degrees latitude (g = 980.6199 gals.).
 BK1713
 BK1713.The modeled gravity was interpolated from observed gravity values.
 BK1713
 BK1713;                    North         East    Units  Estimated Accuracy
 BK1713;SPC LA S     -   189,570.      783,620.      MT  (+/- 180 meters Scaled)
 BK1713
 BK1713                          SUPERSEDED SURVEY CONTROL
 BK1713
 BK1713  NAVD 88 (06/15/91)    4.922  (m)           16.15   (f) UNKNOWN     1 1
 BK1713  NGVD 29 (??/??/??)    4.880  (m)           16.01   (f) ADJUSTED    1 1
 BK1713
 BK1713.Superseded values are not recommended for survey control.
 BK1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1713.See file dsdata.txt to determine how the superseded data were derived.
 BK1713
 BK1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP441401(NAD 83)
 BK1713_MARKER: DB = BENCH MARK DISK
 BK1713_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1713_SP_SET: COPPER-CLAD STEEL ROD
 BK1713_STAMPING: F 269 1972
 BK1713_MARK LOGO: NGS   
 BK1713_PROJECTION: RECESSED 18 CENTIMETERS
 BK1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1713_ROD/PIPE-DEPTH: 14.6 meters
 BK1713
 BK1713  HISTORY     - Date     Condition        Report By
 BK1713  HISTORY     - 1972     MONUMENTED       NGS
 BK1713  HISTORY     - 1981     GOOD             NGS
 BK1713  HISTORY     - 1986     GOOD             NGS
 BK1713  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1713  HISTORY     - 1988     GOOD             USPSQD
 BK1713  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BK1713  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK1713  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 BK1713  HISTORY     - 20050801 MARK NOT FOUND   USPSQD
 BK1713
 BK1713                          STATION DESCRIPTION
 BK1713
 BK1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1713'IN VINTON.
 BK1713'AT VINTON, 7.7 FEET NORTH OF THE NORTHWEST CORNER OF THE FONTENOT
 BK1713'MEMORIAL BRANCH CALCASIEU PARISH LIBRARY BUILDING, IN THE CITY PARK,
 BK1713'153 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 90, 120 FEET
 BK1713'WEST OF THE CENTER LINE OF EDDY STREET, 90 FEET NORTH OF THE CENTER
 BK1713'LINE OF CENTER STREET, 26 1/2 FEET SOUTHEAST OF A 30-INCH OAK TREE, IN
 BK1713'LINE WITH THE WEST WALL OF THE BUILDING, ABOUT LEVEL WITH THE HIGHWAY,
 BK1713'A NGS DISK ON THE TOP OF A 5/8 COPPER COATED ROD THAT IS DRIVEN TO A
 BK1713'DEPTH OF 48 FEET, DISK 3-INCHES BELOW THE LEVEL OF THE GROUND, AND
 BK1713'INCASED IN A 6-INCH IRON PIPE WHICH IS FLUSH WITH THE GROUND. SECTION
 BK1713'15, T 10 S, R 12 W.
 BK1713
 BK1713                          STATION RECOVERY (1981)
 BK1713
 BK1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1713'IN VINTON AT THE FONTENOT MEMORIAL BRANCH CALCALSIEU PARISH LIBRARY
 BK1713'LOCATED AT THE INTERSECTION OF CENTER STREET (STATE HIGHWAY 108) AND
 BK1713'EDDY STREET, 27.43 METERS
 BK1713'(90.0 FEET) NORTH OF THE CENTERLINE OF CENTER STREET, 36.57 METERS
 BK1713'(120.0 FEET) WEST OF THE CENTERLINE OF EDDY STREET, 2.34 METERS (7.7
 BK1713'FEET) NORTH OF THE NORTHWEST CORNER OF THE BUILDING AND IN LINE WITH
 BK1713'THE WEST FACE.
 BK1713'THE MARK IS ABOVE LEVEL WITH GROUND.
 BK1713
 BK1713                          STATION RECOVERY (1986)
 BK1713
 BK1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1713'RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 BK1713'EXCEPT THERE IS NO SLEEVE AROUND ROD.
 BK1713
 BK1713                          STATION RECOVERY (1988)
 BK1713
 BK1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (TS)
 BK1713'MARK NOT FOUND.
 BK1713
 BK1713                          STATION RECOVERY (1988)
 BK1713
 BK1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1713'RECOVERED IN GOOD CONDITION.
 BK1713
 BK1713                          STATION RECOVERY (1989)
 BK1713
 BK1713'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1713'MARK NOT FOUND.
 BK1713
 BK1713                          STATION RECOVERY (1996)
 BK1713
 BK1713'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1713'MARK NOT FOUND.
 BK1713
 BK1713                          STATION RECOVERY (2002)
 BK1713
 BK1713'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1713'MARK NOT FOUND.
 BK1713
 BK1713                          STATION RECOVERY (2005)
 BK1713
 BK1713'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK1713'THE MARK MAY BE IN THE CONCRETE FOUNDATION OF AN ADDITION TO THE
 BK1713'LIBRARY BUILDING ON THE NORTH SIDE, WEST END OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2221 ***********************************************************************
 BX2221  DESIGNATION -  F 27
 BX2221  PID         -  BX2221
 BX2221  STATE/COUNTY-  LA/SABINE
 BX2221  USGS QUAD   -  LORING (1994)
 BX2221
 BX2221                         *CURRENT SURVEY CONTROL
 BX2221  ___________________________________________________________________
 BX2221* NAD 83(1986)-  31 30 31.     (N)    093 34 35.     (W)     SCALED    
 BX2221* NAVD 88     -        83.81   (+/-2cm)     275.0    (feet)  VERTCON   
 BX2221  ___________________________________________________________________
 BX2221  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX2221
 BX2221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2221
 BX2221.The horizontal coordinates were scaled from a topographic map and have
 BX2221.an estimated accuracy of +/- 6 seconds.
 BX2221
 BX2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2221.The vertical order pertains to the NGVD 29 superseded value.
 BX2221
 BX2221.The geoid height was determined by GEOID03.
 BX2221
 BX2221;                    North         East    Units  Estimated Accuracy
 BX2221;SPC LA N     -   112,340.      897,760.      MT  (+/- 180 meters Scaled)
 BX2221
 BX2221                          SUPERSEDED SURVEY CONTROL
 BX2221
 BX2221  NGVD 29 (??/??/??)   83.894  (m)          275.24   (f) ADJUSTED    2 0
 BX2221
 BX2221.Superseded values are not recommended for survey control.
 BX2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2221.See file dsdata.txt to determine how the superseded data were derived.
 BX2221
 BX2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ452861(NAD 83)
 BX2221_MARKER: DB = BENCH MARK DISK
 BX2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2221_STAMPING: F 27 1934
 BX2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2221+STABILITY: SURFACE MOTION
 BX2221
 BX2221  HISTORY     - Date     Condition        Report By
 BX2221  HISTORY     - 1934     MONUMENTED       CGS
 BX2221  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX2221
 BX2221                          STATION DESCRIPTION
 BX2221
 BX2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2221'7.8 MI SW FROM MANY.
 BX2221'7.8 MILES SW OF AND ALONG STATE HIGHWAY NO. 6 51 FEET S OF THE CENTER
 BX2221'OF THE HIGHWAY.  CLOSE TO A FARMERS FENCE LINE.  45 FEET SE OF A GROUP
 BX2221'OF MAIL BOXES.  100 FEET SW OF A SMALL WATER WELL ON N SIDE OF ROAD.
 BX2221'WELL IS IN FRONT OF A HOUSE.  NOTE-- NOT 45 FEET SOUTHEST OF A GROUP
 BX2221'OF MAILBOXES AND NOT NEAR A FARM FENCE, 100 FEET WEST OF A SIDE ROAD
 BX2221'GOING SOUTH ON TOP OF A HILL.  THERE HAS BEEN A ROAD CHANGE IN THE
 BX2221'VINCINITY.
 BX2221
 BX2221                          STATION RECOVERY (1957)
 BX2221
 BX2221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX2221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1086 ***********************************************************************
 BX1086  DESIGNATION -  F 27 2 BOLT
 BX1086  PID         -  BX1086
 BX1086  STATE/COUNTY-  LA/GRANT
 BX1086  USGS QUAD   -  BOYCE (1992)
 BX1086
 BX1086                         *CURRENT SURVEY CONTROL
 BX1086  ___________________________________________________________________
 BX1086* NAD 83(1986)-  31 23 42.     (N)    092 39 45.     (W)     SCALED    
 BX1086* NAVD 88     -        26.91   (+/-2cm)      88.3    (feet)  VERTCON   
 BX1086  ___________________________________________________________________
 BX1086  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX1086
 BX1086  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1086
 BX1086.The horizontal coordinates were scaled from a topographic map and have
 BX1086.an estimated accuracy of +/- 6 seconds.
 BX1086
 BX1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1086.The vertical order pertains to the NGVD 29 superseded value.
 BX1086
 BX1086.The geoid height was determined by GEOID03.
 BX1086
 BX1086;                    North         East    Units  Estimated Accuracy
 BX1086;SPC LA N     -    99,250.      984,550.      MT  (+/- 180 meters Scaled)
 BX1086
 BX1086                          SUPERSEDED SURVEY CONTROL
 BX1086
 BX1086  NGVD 29 (??/??/??)   26.905  (m)           88.27   (f) ADJUSTED    1 1
 BX1086
 BX1086.Superseded values are not recommended for survey control.
 BX1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1086.See file dsdata.txt to determine how the superseded data were derived.
 BX1086
 BX1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ320734(NAD 83)
 BX1086_MARKER: B = BOLT
 BX1086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1086
 BX1086  HISTORY     - Date     Condition        Report By
 BX1086  HISTORY     - UNK      MONUMENTED       DOD
 BX1086  HISTORY     - 1969     GOOD             CGS
 BX1086
 BX1086                          STATION DESCRIPTION
 BX1086
 BX1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1086'0.65 MI N FROM BOYCE.
 BX1086'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1086'BOYCE, 0.2 MILE NORTHEAST OF THE NORTHEAST END OF THE HIGHWAY BRIDGE
 BX1086'OVER THE RED RIVER, 415 FEET SOUTHEAST AND ACROSS A PRIVATE ROAD FROM
 BX1086'THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF A
 BX1086'PRIVATE ROAD, 44 FEET NORTH OF THE MORE WESTERLY OF TWO 30-INCH PECAN
 BX1086'TREES, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BX1086'PRIVATE ROAD, A COPPER BOLT IN THE TOP OF A STONE SLAB ABOUT 3 FEET
 BX1086'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH BEARS A
 BX1086'U. S. ENGINEERS CAP AND PROJECTS 14 INCHES ABOVE THE SURFACE OF THE
 BX1086'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1087 ***********************************************************************
 BX1087  DESIGNATION -  F 27 2 CAP
 BX1087  PID         -  BX1087
 BX1087  STATE/COUNTY-  LA/GRANT
 BX1087  USGS QUAD   -  BOYCE (1992)
 BX1087
 BX1087                         *CURRENT SURVEY CONTROL
 BX1087  ___________________________________________________________________
 BX1087* NAD 83(1986)-  31 23 43.     (N)    092 39 46.     (W)     SCALED    
 BX1087* NAVD 88     -        28.00   (+/-2cm)      91.9    (feet)  VERTCON   
 BX1087  ___________________________________________________________________
 BX1087  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX1087
 BX1087  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1087
 BX1087.The horizontal coordinates were scaled from a topographic map and have
 BX1087.an estimated accuracy of +/- 6 seconds.
 BX1087
 BX1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1087.The vertical order pertains to the NGVD 29 superseded value.
 BX1087
 BX1087.The geoid height was determined by GEOID03.
 BX1087
 BX1087;                    North         East    Units  Estimated Accuracy
 BX1087;SPC LA N     -    99,280.      984,520.      MT  (+/- 180 meters Scaled)
 BX1087
 BX1087                          SUPERSEDED SURVEY CONTROL
 BX1087
 BX1087  NGVD 29 (??/??/??)   27.998  (m)           91.86   (f) ADJUSTED    1 1
 BX1087
 BX1087.Superseded values are not recommended for survey control.
 BX1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1087.See file dsdata.txt to determine how the superseded data were derived.
 BX1087
 BX1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ320734(NAD 83)
 BX1087_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1087_SETTING: 0 = UNSPECIFIED SETTING
 BX1087_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 BX1087_STAMPING: F 27-2 RESET 1967 F 27-2
 BX1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1087
 BX1087  HISTORY     - Date     Condition        Report By
 BX1087  HISTORY     - 1967     MONUMENTED       DOD
 BX1087  HISTORY     - 1969     GOOD             CGS
 BX1087  HISTORY     - 1977     GOOD             NGS
 BX1087
 BX1087                          STATION DESCRIPTION
 BX1087
 BX1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1087'0.65 MI N FROM BOYCE.
 BX1087'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1087'BOYCE, 0.2 MILE NORTHEAST OF THE NORTHEAST END OF THE HIGHWAY BRIDGE
 BX1087'OVER THE RED RIVER, 415 FEET SOUTHEAST AND ACROSS A PRIVATE ROAD FROM
 BX1087'THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF A
 BX1087'PRIVATE ROAD, 44 FEET NORTH OF THE MORE WESTERLY OF TWO 30-INCH PECAN
 BX1087'TREES, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BX1087'PRIVATE ROAD, A U. S. ENGINEERS CAP ON THE TOP OF AN IRON PIPE WHICH
 BX1087'PROJECTS 14 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1087
 BX1087                          STATION RECOVERY (1977)
 BX1087
 BX1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1078 ***********************************************************************
 BX1078  DESIGNATION -  F 27 3 BOLT
 BX1078  PID         -  BX1078
 BX1078  STATE/COUNTY-  LA/GRANT
 BX1078  USGS QUAD   -  BOYCE (1992)
 BX1078
 BX1078                         *CURRENT SURVEY CONTROL
 BX1078  ___________________________________________________________________
 BX1078* NAD 83(1986)-  31 26 23.     (N)    092 40 38.     (W)     SCALED    
 BX1078* NAVD 88     -        26.45   (+/-2cm)      86.8    (feet)  VERTCON   
 BX1078  ___________________________________________________________________
 BX1078  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX1078
 BX1078  VERT ORDER  -  ? (See Below)
 BX1078
 BX1078.The horizontal coordinates were scaled from a topographic map and have
 BX1078.an estimated accuracy of +/- 6 seconds.
 BX1078
 BX1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1078.The vertical order pertains to the NGVD 29 superseded value.
 BX1078
 BX1078.The geoid height was determined by GEOID03.
 BX1078
 BX1078;                    North         East    Units  Estimated Accuracy
 BX1078;SPC LA N     -   104,210.      983,150.      MT  (+/- 180 meters Scaled)
 BX1078
 BX1078                          SUPERSEDED SURVEY CONTROL
 BX1078
 BX1078  NGVD 29 (??/??/??)   26.456  (m)           86.80   (f) ADJUSTED    ?  
 BX1078
 BX1078.Superseded values are not recommended for survey control.
 BX1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1078.See file dsdata.txt to determine how the superseded data were derived.
 BX1078
 BX1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ306783(NAD 83)
 BX1078_MARKER: B = BOLT
 BX1078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1078
 BX1078  HISTORY     - Date     Condition        Report By
 BX1078  HISTORY     - UNK      MONUMENTED       DOD
 BX1078  HISTORY     - 1955     GOOD             USGS
 BX1078  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1078
 BX1078                          STATION DESCRIPTION
 BX1078
 BX1078'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BX1078'3.7 MI N FROM BOYCE.
 BX1078'IN GRANT PARISH, 3.7 MILES NORTH ALONG STATE HIGHWAY 144 FROM THE EAST
 BX1078'END OF THE BRIDGE AT BOYCE, RAPIDES PARISH, ABOUT 900 FEET SOUTH OF
 BX1078'THE JUNCTION OF A SIDE ROAD LEADING SOUTHWEST, 25 FEET WEST OF THE
 BX1078'CENTERLINE OF THE HIGHWAY, AND 5 FEET WEST OF A FENCE.  A COPPER BOLT,
 BX1078'SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH
 BX1078'IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BX1078'STANDARD CAP.  NOTE-- THE COPPER BOLT SET IN THE TOP OF A STONE WAS
 BX1078'FOUND ABOUT 3 FEET BELOW THE GROUND SURFACE.  THE PIPE AND CAP ARE
 BX1078'MISSING.
 BX1078
 BX1078                          STATION RECOVERY (1969)
 BX1078
 BX1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1075 ***********************************************************************
 BX1075  DESIGNATION -  F 27 4 BOLT
 BX1075  PID         -  BX1075
 BX1075  STATE/COUNTY-  LA/GRANT
 BX1075  USGS QUAD   -  BOYCE (1992)
 BX1075
 BX1075                         *CURRENT SURVEY CONTROL
 BX1075  ___________________________________________________________________
 BX1075* NAD 83(1986)-  31 26 30.     (N)    092 40 35.     (W)     SCALED    
 BX1075* NAVD 88     -        26.96   (+/-2cm)      88.5    (feet)  VERTCON   
 BX1075  ___________________________________________________________________
 BX1075  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1075
 BX1075  VERT ORDER  -  ? (See Below)
 BX1075
 BX1075.The horizontal coordinates were scaled from a topographic map and have
 BX1075.an estimated accuracy of +/- 6 seconds.
 BX1075
 BX1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1075.The vertical order pertains to the NGVD 29 superseded value.
 BX1075
 BX1075.The geoid height was determined by GEOID03.
 BX1075
 BX1075;                    North         East    Units  Estimated Accuracy
 BX1075;SPC LA N     -   104,420.      983,230.      MT  (+/- 180 meters Scaled)
 BX1075
 BX1075                          SUPERSEDED SURVEY CONTROL
 BX1075
 BX1075  NGVD 29 (??/??/??)   26.960  (m)           88.45   (f) ADJUSTED    ?  
 BX1075
 BX1075.Superseded values are not recommended for survey control.
 BX1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1075.See file dsdata.txt to determine how the superseded data were derived.
 BX1075
 BX1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ307785(NAD 83)
 BX1075_MARKER: B = BOLT
 BX1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1075
 BX1075  HISTORY     - Date     Condition        Report By
 BX1075  HISTORY     - UNK      MONUMENTED       DOD
 BX1075  HISTORY     - 1955     GOOD             USGS
 BX1075  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1075
 BX1075                          STATION DESCRIPTION
 BX1075
 BX1075'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BX1075'3.7 MI N FROM BOYCE.
 BX1075'IN GRANT PARISH, 3.7 MILES NORTH ALONG STATE HIGHWAY 144 FROM THE EAST
 BX1075'END OF THE BRIDGE AT BOYCE, RAPIDES PARISH, AT THE JUNCTION OF A SIDE
 BX1075'ROAD LEADING SOUTHWEST, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 BX1075'20 FEET SOUTH OF TELEPHONE POLE 81, AND 6 FEET NORTH OF A FENCE
 BX1075'CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 BX1075'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1075'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- THE COPPER BOLT SET IN THE
 BX1075'TOP OF A STONE WAS FOUND ABOUT 3 FEET BELOW GROUND SURFACE.
 BX1075
 BX1075                          STATION RECOVERY (1969)
 BX1075
 BX1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1074 ***********************************************************************
 BX1074  DESIGNATION -  F 27 4 CAP
 BX1074  PID         -  BX1074
 BX1074  STATE/COUNTY-  LA/GRANT
 BX1074  USGS QUAD   -  BOYCE (1992)
 BX1074
 BX1074                         *CURRENT SURVEY CONTROL
 BX1074  ___________________________________________________________________
 BX1074* NAD 83(1986)-  31 26 30.     (N)    092 40 35.     (W)     SCALED    
 BX1074* NAVD 88     -        28.27   (+/-2cm)      92.7    (feet)  VERTCON   
 BX1074  ___________________________________________________________________
 BX1074  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1074
 BX1074  VERT ORDER  -  ? (See Below)
 BX1074
 BX1074.The horizontal coordinates were scaled from a topographic map and have
 BX1074.an estimated accuracy of +/- 6 seconds.
 BX1074
 BX1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1074.The vertical order pertains to the NGVD 29 superseded value.
 BX1074
 BX1074.The geoid height was determined by GEOID03.
 BX1074
 BX1074;                    North         East    Units  Estimated Accuracy
 BX1074;SPC LA N     -   104,420.      983,230.      MT  (+/- 180 meters Scaled)
 BX1074
 BX1074                          SUPERSEDED SURVEY CONTROL
 BX1074
 BX1074  NGVD 29 (??/??/??)   28.274  (m)           92.76   (f) ADJUSTED    ?  
 BX1074
 BX1074.Superseded values are not recommended for survey control.
 BX1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1074.See file dsdata.txt to determine how the superseded data were derived.
 BX1074
 BX1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ307785(NAD 83)
 BX1074_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1074
 BX1074  HISTORY     - Date     Condition        Report By
 BX1074  HISTORY     - UNK      MONUMENTED       DOD
 BX1074  HISTORY     - 1955     MARK NOT FOUND   USGS
 BX1074  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1074
 BX1074                          STATION DESCRIPTION
 BX1074
 BX1074'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BX1074'3.7 MI N FROM BOYCE.
 BX1074'IN GRANT PARISH, 3.7 MILES NORTH ALONG STATE HIGHWAY 144 FROM THE EAST
 BX1074'END OF THE BRIDGE AT BOYCE, RAPIDES PARISH, AT THE JUNCTION OF A SIDE
 BX1074'ROAD LEADING SOUTHWEST, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 BX1074'20 FEET SOUTH OF TELEPHONE POLE 81, AND 6 FEET NORTH OF A FENCE
 BX1074'CORNER.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BX1074'STANDARD CAP.
 BX1074
 BX1074                          STATION RECOVERY (1969)
 BX1074
 BX1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1072 ***********************************************************************
 BX1072  DESIGNATION -  F 27 5 BOLT
 BX1072  PID         -  BX1072
 BX1072  STATE/COUNTY-  LA/GRANT
 BX1072  USGS QUAD   -  BOYCE (1992)
 BX1072
 BX1072                         *CURRENT SURVEY CONTROL
 BX1072  ___________________________________________________________________
 BX1072* NAD 83(1986)-  31 27 00.     (N)    092 42 12.     (W)     SCALED    
 BX1072* NAVD 88     -        28.915  (meters)      94.87   (feet)  ADJUSTED  
 BX1072  ___________________________________________________________________
 BX1072  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX1072  DYNAMIC HT  -          28.881 (meters)      94.75  (feet)  COMP
 BX1072  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BX1072
 BX1072  VERT ORDER  -  FIRST     CLASS I
 BX1072
 BX1072.The horizontal coordinates were scaled from a topographic map and have
 BX1072.an estimated accuracy of +/- 6 seconds.
 BX1072
 BX1072.The orthometric height was determined by differential leveling
 BX1072.and adjusted by the National Geodetic Survey in February 1994..
 BX1072
 BX1072.The geoid height was determined by GEOID03.
 BX1072
 BX1072.The dynamic height is computed by dividing the NAVD 88
 BX1072.geopotential number by the normal gravity value computed on the
 BX1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1072.degrees latitude (g = 980.6199 gals.).
 BX1072
 BX1072.The modeled gravity was interpolated from observed gravity values.
 BX1072
 BX1072;                    North         East    Units  Estimated Accuracy
 BX1072;SPC LA N     -   105,350.      980,670.      MT  (+/- 180 meters Scaled)
 BX1072
 BX1072                          SUPERSEDED SURVEY CONTROL
 BX1072
 BX1072  NAVD 88 (06/15/91)   28.915  (m)           94.87   (f) UNKNOWN     1 1
 BX1072  NGVD 29 (??/??/??)   28.919  (m)           94.88   (f) ADJUSTED    1 1
 BX1072
 BX1072.Superseded values are not recommended for survey control.
 BX1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1072.See file dsdata.txt to determine how the superseded data were derived.
 BX1072
 BX1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ281795(NAD 83)
 BX1072_MARKER: B = BOLT
 BX1072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1072_STAMPING: F 27 5
 BX1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1072
 BX1072  HISTORY     - Date     Condition        Report By
 BX1072  HISTORY     - UNK      MONUMENTED       DOD
 BX1072  HISTORY     - 1969     GOOD             CGS
 BX1072  HISTORY     - 1977     GOOD             NGS
 BX1072
 BX1072                          STATION DESCRIPTION
 BX1072
 BX1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1072'7.0 MI S FROM COLFAX.
 BX1072'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 BX1072'AT COLFAX, THENCE 1.7 MILES WEST ALONG A PAVED ROAD, ABOUT 0.1 MILE
 BX1072'EAST OF A 90 DEGREE TURN IN A LEVEE, 164 FEET SOUTH OF THE CENTER LINE
 BX1072'OF A ROAD ON TOP OF THE LEVEE, 6 FEET WEST OF A 40-INCH OAK TREE,
 BX1072'ABOUT 10 FEET BELOW THE TOP OF THE LEVEE, A COPPER BOLT IN THE TOP OF
 BX1072'A STONE SLAB ABOUT 3 1/2 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BX1072'THROUGH AN IRON PIPE WHICH BEARS A U. S. ENGINEERS CAP AND PROJECTS 4
 BX1072'INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE-- THIS MARK IS 1.7 MILES
 BX1072'OFF OF THE PRESENT ROUTE OF THE LEVEL LINE.
 BX1072
 BX1072                          STATION RECOVERY (1977)
 BX1072
 BX1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1071 ***********************************************************************
 BX1071  DESIGNATION -  F 27 5 CAP
 BX1071  PID         -  BX1071
 BX1071  STATE/COUNTY-  LA/GRANT
 BX1071  USGS QUAD   -  BOYCE (1992)
 BX1071
 BX1071                         *CURRENT SURVEY CONTROL
 BX1071  ___________________________________________________________________
 BX1071* NAD 83(1986)-  31 26 59.     (N)    092 42 12.     (W)     SCALED    
 BX1071* NAVD 88     -        30.29   (+/-2cm)      99.4    (feet)  VERTCON   
 BX1071  ___________________________________________________________________
 BX1071  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX1071
 BX1071  VERT ORDER  -  ? (See Below)
 BX1071
 BX1071.The horizontal coordinates were scaled from a topographic map and have
 BX1071.an estimated accuracy of +/- 6 seconds.
 BX1071
 BX1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1071.The vertical order pertains to the NGVD 29 superseded value.
 BX1071
 BX1071.The geoid height was determined by GEOID03.
 BX1071
 BX1071;                    North         East    Units  Estimated Accuracy
 BX1071;SPC LA N     -   105,320.      980,670.      MT  (+/- 180 meters Scaled)
 BX1071
 BX1071                          SUPERSEDED SURVEY CONTROL
 BX1071
 BX1071  NGVD 29 (??/??/??)   30.289  (m)           99.37   (f) ADJUSTED    ?  
 BX1071
 BX1071.Superseded values are not recommended for survey control.
 BX1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1071.See file dsdata.txt to determine how the superseded data were derived.
 BX1071
 BX1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ281794(NAD 83)
 BX1071_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1071_STAMPING: F 27 5
 BX1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1071
 BX1071  HISTORY     - Date     Condition        Report By
 BX1071  HISTORY     - UNK      MONUMENTED       DOD
 BX1071  HISTORY     - 1969     GOOD             CGS
 BX1071
 BX1071                          STATION DESCRIPTION
 BX1071
 BX1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1071'7.0 MI S FROM COLFAX.
 BX1071'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 BX1071'AT COLFAX, THENCE 1.7 MILES WEST ALONG A PAVED ROAD, ABOUT 0.1 MILE
 BX1071'EAST OF A 90 DEGREE TURN IN A LEVEE, 164 FEET SOUTH OF THE CENTER LINE
 BX1071'OF A ROAD ON TOP OF THE LEVEE, 6 FEET WEST OF A 40-INCH OAK TREE,
 BX1071'ABOUT 10 FEET BELOW THE TOP OF THE LEVEE, AN IRON PIPE WHICH BEARS A
 BX1071'U. S. ENGINEERS CAP AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 BX1071'GROUND.  NOTE-- THIS MARK IS 1.7 MILES OFF OF THE PRESENT ROUTE OF THE
 BX1071'LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1060 ***********************************************************************
 BX1060  DESIGNATION -  F 27 7 BOLT
 BX1060  PID         -  BX1060
 BX1060  STATE/COUNTY-  LA/GRANT
 BX1060  USGS QUAD   -  BOYCE (1992)
 BX1060
 BX1060                         *CURRENT SURVEY CONTROL
 BX1060  ___________________________________________________________________
 BX1060* NAD 83(1986)-  31 28 40.     (N)    092 41 23.     (W)     SCALED    
 BX1060* NAVD 88     -        28.83   (+/-2cm)      94.6    (feet)  VERTCON   
 BX1060  ___________________________________________________________________
 BX1060  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX1060
 BX1060  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1060
 BX1060.The horizontal coordinates were scaled from a topographic map and have
 BX1060.an estimated accuracy of +/- 6 seconds.
 BX1060
 BX1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1060.The vertical order pertains to the NGVD 29 superseded value.
 BX1060
 BX1060.The geoid height was determined by GEOID03.
 BX1060
 BX1060;                    North         East    Units  Estimated Accuracy
 BX1060;SPC LA N     -   108,430.      981,970.      MT  (+/- 180 meters Scaled)
 BX1060
 BX1060                          SUPERSEDED SURVEY CONTROL
 BX1060
 BX1060  NGVD 29 (??/??/??)   28.836  (m)           94.61   (f) ADJUSTED    1 1
 BX1060
 BX1060.Superseded values are not recommended for survey control.
 BX1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1060.See file dsdata.txt to determine how the superseded data were derived.
 BX1060
 BX1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ294825(NAD 83)
 BX1060_MARKER: B = BOLT
 BX1060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1060
 BX1060  HISTORY     - Date     Condition        Report By
 BX1060  HISTORY     - UNK      MONUMENTED       DOD
 BX1060  HISTORY     - 1969     GOOD             CGS
 BX1060
 BX1060                          STATION DESCRIPTION
 BX1060
 BX1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1060'4.1 MI S FROM COLFAX.
 BX1060'ABOUT 3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1060'COURTHOUSE AT COLFAX, THENCE 0.75 MILE SOUTHWEST ALONG A PAVED ROAD,
 BX1060'THENCE 0.05 MILE SOUTH ALONG A GRAVELED ROAD WHICH CROSSES A LEVEE, IN
 BX1060'THE NORTHEAST CORNER OF THE YARD AT AN ABANDONED HOUSE, 31 FEET WEST
 BX1060'OF THE CENTER LINE OF THE ROAD, 141 FEET SOUTH OF THE CENTER OF THE
 BX1060'LEVEE, 90 FEET EAST OF THE NORTHEAST CORNER OF THE ABANDONED HOUSE, 4
 BX1060'FEET WEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 1.3 FEET
 BX1060'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A COPPER BOLT
 BX1060'IN THE TOP OF A STONE SLAB ABOUT 3 1/2 FEET BELOW THE SURFACE OF THE
 BX1060'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH BEARS A U.
 BX1060'S. ENGINEERS CAP AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 BX1060'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1061 ***********************************************************************
 BX1061  DESIGNATION -  F 27 7 CAP
 BX1061  PID         -  BX1061
 BX1061  STATE/COUNTY-  LA/GRANT
 BX1061  USGS QUAD   -  BOYCE (1992)
 BX1061
 BX1061                         *CURRENT SURVEY CONTROL
 BX1061  ___________________________________________________________________
 BX1061* NAD 83(1986)-  31 28 42.     (N)    092 41 22.     (W)     SCALED    
 BX1061* NAVD 88     -        30.016  (meters)      98.48   (feet)  ADJUSTED  
 BX1061  ___________________________________________________________________
 BX1061  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1061  DYNAMIC HT  -          29.980 (meters)      98.36  (feet)  COMP
 BX1061  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 BX1061
 BX1061  VERT ORDER  -  FIRST     CLASS I
 BX1061
 BX1061.The horizontal coordinates were scaled from a topographic map and have
 BX1061.an estimated accuracy of +/- 6 seconds.
 BX1061
 BX1061.The orthometric height was determined by differential leveling
 BX1061.and adjusted by the National Geodetic Survey in February 1994..
 BX1061
 BX1061.The geoid height was determined by GEOID03.
 BX1061
 BX1061.The dynamic height is computed by dividing the NAVD 88
 BX1061.geopotential number by the normal gravity value computed on the
 BX1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1061.degrees latitude (g = 980.6199 gals.).
 BX1061
 BX1061.The modeled gravity was interpolated from observed gravity values.
 BX1061
 BX1061;                    North         East    Units  Estimated Accuracy
 BX1061;SPC LA N     -   108,490.      982,000.      MT  (+/- 180 meters Scaled)
 BX1061
 BX1061                          SUPERSEDED SURVEY CONTROL
 BX1061
 BX1061  NAVD 88 (06/15/91)   30.015  (m)           98.47   (f) UNKNOWN     1 1
 BX1061  NGVD 29 (??/??/??)   30.020  (m)           98.49   (f) ADJUSTED    1 1
 BX1061
 BX1061.Superseded values are not recommended for survey control.
 BX1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1061.See file dsdata.txt to determine how the superseded data were derived.
 BX1061
 BX1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ294826(NAD 83)
 BX1061_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1061_STAMPING: F 27 7
 BX1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1061
 BX1061  HISTORY     - Date     Condition        Report By
 BX1061  HISTORY     - UNK      MONUMENTED       DOD
 BX1061  HISTORY     - 1969     GOOD             CGS
 BX1061  HISTORY     - 1977     GOOD             NGS
 BX1061
 BX1061                          STATION DESCRIPTION
 BX1061
 BX1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1061'4.1 MI S FROM COLFAX.
 BX1061'ABOUT 3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1061'COURTHOUSE AT COLFAX, THENCE 0.75 MILE SOUTHWEST ALONG A PAVED ROAD,
 BX1061'THENCE, 0.05 MILE SOUTH ALONG A GRAVELED ROAD WHICH CROSSES A LEVEE,
 BX1061'IN THE NORTHEAST CORNER OF THE YARD AT AN ABONDONED HOUSE, 31 FEET
 BX1061'WEST OF THE CENTER LINE OF THE ROAD, 141 FEET SOUTH OF THE CENTER OF A
 BX1061'LEVEE, 90 FEET EAST OF THE NORTHEAST CORNER OF THE ABANDONED HOUSE, 4
 BX1061'FEET WEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 1.3 FEET
 BX1061'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A U. S.
 BX1061'ENGINEERS CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS 6 INCHES ABOVE
 BX1061'THE SURFACE OF THE GROUND.
 BX1061
 BX1061                          STATION RECOVERY (1977)
 BX1061
 BX1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2211 ***********************************************************************
 CQ2211  DESIGNATION -  F 270
 CQ2211  PID         -  CQ2211
 CQ2211  STATE/COUNTY-  LA/CADDO
 CQ2211  USGS QUAD   -  KEATCHIE (1972)
 CQ2211
 CQ2211                         *CURRENT SURVEY CONTROL
 CQ2211  ___________________________________________________________________
 CQ2211* NAD 83(1986)-  32 14 01.     (N)    093 53 23.     (W)     SCALED    
 CQ2211* NAVD 88     -        72.746  (meters)     238.67   (feet)  ADJUSTED  
 CQ2211  ___________________________________________________________________
 CQ2211  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2211  DYNAMIC HT  -          72.663 (meters)     238.40  (feet)  COMP
 CQ2211  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 CQ2211
 CQ2211  VERT ORDER  -  FIRST     CLASS II
 CQ2211
 CQ2211.The horizontal coordinates were scaled from a topographic map and have
 CQ2211.an estimated accuracy of +/- 6 seconds.
 CQ2211
 CQ2211.The orthometric height was determined by differential leveling
 CQ2211.and adjusted by the National Geodetic Survey in June 1991..
 CQ2211
 CQ2211.The geoid height was determined by GEOID03.
 CQ2211
 CQ2211.The dynamic height is computed by dividing the NAVD 88
 CQ2211.geopotential number by the normal gravity value computed on the
 CQ2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2211.degrees latitude (g = 980.6199 gals.).
 CQ2211
 CQ2211.The modeled gravity was interpolated from observed gravity values.
 CQ2211
 CQ2211;                    North         East    Units  Estimated Accuracy
 CQ2211;SPC LA N     -   193,060.      869,030.      MT  (+/- 180 meters Scaled)
 CQ2211
 CQ2211                          SUPERSEDED SURVEY CONTROL
 CQ2211
 CQ2211  NGVD 29 (??/??/??)   72.813  (m)          238.89   (f) ADJUSTED    1 2
 CQ2211
 CQ2211.Superseded values are not recommended for survey control.
 CQ2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2211.See file dsdata.txt to determine how the superseded data were derived.
 CQ2211
 CQ2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR161666(NAD 83)
 CQ2211_MARKER: DB = BENCH MARK DISK
 CQ2211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2211_SP_SET: STAINLESS STEEL ROD
 CQ2211_STAMPING: F 270 1979
 CQ2211_PROJECTION: FLUSH
 CQ2211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2211+STABILITY: POSITION/ELEVATION WELL
 CQ2211_ROD/PIPE-DEPTH: 6.10 meters
 CQ2211
 CQ2211  HISTORY     - Date     Condition        Report By
 CQ2211  HISTORY     - 1979     MONUMENTED       NGS
 CQ2211  HISTORY     - 19940910 GOOD             USPSQD
 CQ2211
 CQ2211                          STATION DESCRIPTION
 CQ2211
 CQ2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2211'3.9 MI NE FROM KEATCHIE.
 CQ2211'3.9 MILES NORTHEAST ALONG KEITHVILLE-KEATCHIE ROAD FROM THE POST
 CQ2211'OFFICE IN KEATCHIE, AT THE SOUTHERN PACIFIC RAILROAD CROSSING,
 CQ2211'99.6 FT. SOUTHEAST OF THE SOUTHEAST RAIL, 30.0 FT. SOUTHWEST OF THE
 CQ2211'CENTERLINE OF THE ROAD, 1.0 FT. NORTHEAST OF A FENCE.  DISK IS
 CQ2211'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CQ2211'PLASTIC SCREW PLUG.
 CQ2211'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CQ2211'THE MARK IS 1 FT BELOW THE ROAD.
 CQ2211
 CQ2211                          STATION RECOVERY (1994)
 CQ2211
 CQ2211'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2193 ***********************************************************************
 CQ2193  DESIGNATION -  F 272
 CQ2193  PID         -  CQ2193
 CQ2193  STATE/COUNTY-  LA/CADDO
 CQ2193  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2193
 CQ2193                         *CURRENT SURVEY CONTROL
 CQ2193  ___________________________________________________________________
 CQ2193* NAD 83(1986)-  32 27 23.     (N)    093 46 35.     (W)     SCALED    
 CQ2193* NAVD 88     -        63.136  (meters)     207.14   (feet)  ADJUSTED  
 CQ2193  ___________________________________________________________________
 CQ2193  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ2193  DYNAMIC HT  -          63.065 (meters)     206.91  (feet)  COMP
 CQ2193  MODELED GRAV-     979,513.9   (mgal)                       NAVD 88
 CQ2193
 CQ2193  VERT ORDER  -  FIRST     CLASS II
 CQ2193
 CQ2193.The horizontal coordinates were scaled from a topographic map and have
 CQ2193.an estimated accuracy of +/- 6 seconds.
 CQ2193
 CQ2193.The orthometric height was determined by differential leveling
 CQ2193.and adjusted by the National Geodetic Survey in June 1991..
 CQ2193
 CQ2193.The geoid height was determined by GEOID03.
 CQ2193
 CQ2193.The dynamic height is computed by dividing the NAVD 88
 CQ2193.geopotential number by the normal gravity value computed on the
 CQ2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2193.degrees latitude (g = 980.6199 gals.).
 CQ2193
 CQ2193.The modeled gravity was interpolated from observed gravity values.
 CQ2193
 CQ2193;                    North         East    Units  Estimated Accuracy
 CQ2193;SPC LA N     -   217,630.      880,000.      MT  (+/- 180 meters Scaled)
 CQ2193
 CQ2193                          SUPERSEDED SURVEY CONTROL
 CQ2193
 CQ2193  NGVD 29 (??/??/??)   63.207  (m)          207.37   (f) ADJUSTED    1 2
 CQ2193
 CQ2193.Superseded values are not recommended for survey control.
 CQ2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2193.See file dsdata.txt to determine how the superseded data were derived.
 CQ2193
 CQ2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR270912(NAD 83)
 CQ2193_MARKER: DB = BENCH MARK DISK
 CQ2193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2193_SP_SET: STAINLESS STEEL ROD
 CQ2193_STAMPING: F 272 1979
 CQ2193_PROJECTION: FLUSH
 CQ2193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2193+STABILITY: POSITION/ELEVATION WELL
 CQ2193_ROD/PIPE-DEPTH: 6.10 meters
 CQ2193
 CQ2193  HISTORY     - Date     Condition        Report By
 CQ2193  HISTORY     - 1979     MONUMENTED       NGS
 CQ2193  HISTORY     - 1990     GOOD             USPSQD
 CQ2193  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ2193
 CQ2193                          STATION DESCRIPTION
 CQ2193
 CQ2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2193'3.4 MI SW FROM SHREVEPORT.
 CQ2193'1.35 MILES SOUTHWEST ALONG TEXAS AVENUE FROM THE JUNCTION OF MURPHY
 CQ2193'STREET AT THE CITY HALL IN SHREVEPORT, THENCE 2.05 MILES SOUTH
 CQ2193'ALONG MANSFIELD ROAD, AT THE JUNCTION OF HOLLYWOOD AVENUE, 190 FT.
 CQ2193'EAST OF THE CENTERLINE OF THE ROAD, 140 FT. EAST OF THE EAST RAIL OF
 CQ2193'THE SOUTHERN PACIFIC RAILROAD, 39.0 FT. SOUTH OF THE CENTERLINE OF
 CQ2193'THE AVENUE, 14.5 FT. SOUTH OF A POWERLINE POLE WITH LIGHT, 2.0 FT.
 CQ2193'WEST OF THE NORTHWEST CORNER OF THE CURB AROUND A LARGE PARKING LOT
 CQ2193'FOR U-HAUL RENTALS.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 CQ2193'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2193'THE MARK IS 1 FT ABOVE THE AVENUE.
 CQ2193
 CQ2193                          STATION RECOVERY (1990)
 CQ2193
 CQ2193'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2193'RECOVERED IN GOOD CONDITION.
 CQ2193
 CQ2193                          STATION RECOVERY (1999)
 CQ2193
 CQ2193'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2219 ***********************************************************************
 BX2219  DESIGNATION -  F 28
 BX2219  PID         -  BX2219
 BX2219  STATE/COUNTY-  LA/SABINE
 BX2219  USGS QUAD   -  LORING (1994)
 BX2219
 BX2219                         *CURRENT SURVEY CONTROL
 BX2219  ___________________________________________________________________
 BX2219* NAD 83(1986)-  31 34 08.     (N)    093 31 35.     (W)     SCALED    
 BX2219* NAVD 88     -        70.72   (+/-2cm)     232.0    (feet)  VERTCON   
 BX2219  ___________________________________________________________________
 BX2219  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BX2219
 BX2219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2219
 BX2219.The horizontal coordinates were scaled from a topographic map and have
 BX2219.an estimated accuracy of +/- 6 seconds.
 BX2219
 BX2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2219.The vertical order pertains to the NGVD 29 superseded value.
 BX2219
 BX2219.The geoid height was determined by GEOID03.
 BX2219
 BX2219;                    North         East    Units  Estimated Accuracy
 BX2219;SPC LA N     -   118,980.      902,570.      MT  (+/- 180 meters Scaled)
 BX2219
 BX2219                          SUPERSEDED SURVEY CONTROL
 BX2219
 BX2219  NGVD 29 (??/??/??)   70.816  (m)          232.34   (f) ADJUSTED    2 0
 BX2219
 BX2219.Superseded values are not recommended for survey control.
 BX2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2219.See file dsdata.txt to determine how the superseded data were derived.
 BX2219
 BX2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ500927(NAD 83)
 BX2219_MARKER: DB = BENCH MARK DISK
 BX2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2219_STAMPING: F 28 1935
 BX2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2219+STABILITY: SURFACE MOTION
 BX2219
 BX2219  HISTORY     - Date     Condition        Report By
 BX2219  HISTORY     - 1935     MONUMENTED       CGS
 BX2219  HISTORY     - 1962     GOOD             CGS
 BX2219
 BX2219                          STATION DESCRIPTION
 BX2219
 BX2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX2219'2.5 MI NW FROM MANY.
 BX2219'2.5 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM MANY,
 BX2219'SABINE PARISH, 0.2 MILE NORTHWEST OF MILEPOST 631, 33 FEET NORTHEAST
 BX2219'OF THE CENTERLINE OF THE TRACT, 20 FEET NORTH OF THE CENTERLINE OF A
 BX2219'SIDE ROAD.  A STANDARD DISK, STAMPED F 28 1935 AND SET IN THE TOP OF A
 BX2219'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0182 ***********************************************************************
 AT0182  DESIGNATION -  F 280
 AT0182  PID         -  AT0182
 AT0182  STATE/COUNTY-  LA/PLAQUEMINES
 AT0182  USGS QUAD   -  SOUTH PASS (1971)
 AT0182
 AT0182                         *CURRENT SURVEY CONTROL
 AT0182  ___________________________________________________________________
 AT0182* NAD 83(1986)-  29 03 19.     (N)    089 12 21.     (W)     SCALED    
 AT0182* NAVD 88     -         0.230  (meters)       0.75   (feet)  READJUSTED
 AT0182  ___________________________________________________________________
 AT0182  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT0182  DYNAMIC HT  -           0.230 (meters)       0.75  (feet)  COMP
 AT0182  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 AT0182
 AT0182  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0182
 AT0182.The horizontal coordinates were scaled from a topographic map and have
 AT0182.an estimated accuracy of +/- 6 seconds.
 AT0182
 AT0182.The orthometric height was determined by differential leveling
 AT0182.and adjusted by the National Geodetic Survey in February 1994..
 AT0182.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0182.distribution rate of 0.0 thru 1.0 mm/km.
 AT0182.The height was derived from older observations constrained to new
 AT0182.heights in a crustal motion area.  The height is approximate in
 AT0182.relation to other heights in its vicinity.
 AT0182
 AT0182.The geoid height was determined by GEOID03.
 AT0182
 AT0182.The dynamic height is computed by dividing the NAVD 88
 AT0182.geopotential number by the normal gravity value computed on the
 AT0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0182.degrees latitude (g = 980.6199 gals.).
 AT0182
 AT0182.The modeled gravity was interpolated from observed gravity values.
 AT0182
 AT0182;                    North         East    Units  Estimated Accuracy
 AT0182;SPC LA S     -    63,480.    1,207,190.      MT  (+/- 180 meters Scaled)
 AT0182
 AT0182                          SUPERSEDED SURVEY CONTROL
 AT0182
 AT0182  NGVD 29 (??/??/??)    0.310  (m)            1.02   (f) ADJUSTED    1 1
 AT0182
 AT0182.Superseded values are not recommended for survey control.
 AT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0182.See file dsdata.txt to determine how the superseded data were derived.
 AT0182
 AT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT852161(NAD 83)
 AT0182_MARKER: DB = BENCH MARK DISK
 AT0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0182_SP_SET: 80 FEET
 AT0182_STAMPING: F 280 1971
 AT0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0182
 AT0182  HISTORY     - Date     Condition        Report By
 AT0182  HISTORY     - 1971     MONUMENTED       NGS
 AT0182
 AT0182                          STATION DESCRIPTION
 AT0182
 AT0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0182'3.7 MI NW FROM PORT EADS.
 AT0182'ABOUT 3.7 MILES NORTHWEST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0182'THE LIGHTHOUSE AT PORT EADS, ABOUT 0.1 MILE NORTHWEST AND ACROSS A
 AT0182'SMALL CHANNEL LEADING WESTERLY FROM A CHANNEL MARKER BEARING A NUMBER
 AT0182'7, 52 YARDS SOUTHWEST OF THE SOUTHWEST BANK OF THE PASS, AND IS A DISK
 AT0182'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 16 INCHES ABOVE THE
 AT0182'LEVEL OF THE GROUND AND PROTECTED BY 4 CREOSOTED WOODEN POST, ENCASED
 AT0182'IN A 4 INCH PLASTIC PIPE WHICH PROJECTS 16 INCHES ABOVE THE LEVEL OF
 AT0182'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 80 FEET. NOTE-- MARK IS
 AT0182'ALSO ABOUT 9.5 MILES SOUTHEAST ALONG THE SOUTHWEST BANK OF SOUTH PASS
 AT0182'AND THE MISSISSIPPI RIVER FROM THE BAR PILOT LOOKOUT TOWER AT
 AT0182'PILOTTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0014 ***********************************************************************
 BJ0014  DESIGNATION -  F 282
 BJ0014  PID         -  BJ0014
 BJ0014  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0014  USGS QUAD   -  INNIS (1994)
 BJ0014
 BJ0014                         *CURRENT SURVEY CONTROL
 BJ0014  ___________________________________________________________________
 BJ0014* NAD 83(1986)-  30 56 13.     (N)    091 39 48.     (W)     SCALED    
 BJ0014* NAVD 88     -        14.214  (meters)      46.63   (feet)  ADJUSTED  
 BJ0014  ___________________________________________________________________
 BJ0014  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0014  DYNAMIC HT  -          14.196 (meters)      46.57  (feet)  COMP
 BJ0014  MODELED GRAV-     979,382.6   (mgal)                       NAVD 88
 BJ0014
 BJ0014  VERT ORDER  -  FIRST     CLASS I
 BJ0014
 BJ0014.The horizontal coordinates were scaled from a topographic map and have
 BJ0014.an estimated accuracy of +/- 6 seconds.
 BJ0014
 BJ0014.The orthometric height was determined by differential leveling
 BJ0014.and adjusted by the National Geodetic Survey in February 1994..
 BJ0014
 BJ0014.The geoid height was determined by GEOID03.
 BJ0014
 BJ0014.The dynamic height is computed by dividing the NAVD 88
 BJ0014.geopotential number by the normal gravity value computed on the
 BJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0014.degrees latitude (g = 980.6199 gals.).
 BJ0014
 BJ0014.The modeled gravity was interpolated from observed gravity values.
 BJ0014
 BJ0014;                    North         East    Units  Estimated Accuracy
 BJ0014;SPC LA S     -   270,180.      968,460.      MT  (+/- 180 meters Scaled)
 BJ0014
 BJ0014                          SUPERSEDED SURVEY CONTROL
 BJ0014
 BJ0014  NAVD 88 (06/15/91)   14.242  (m)           46.73   (f) UNKNOWN     1 1
 BJ0014  NGVD 29 (??/??/??)   14.198  (m)           46.58   (f) ADJUSTED    1 1
 BJ0014
 BJ0014.Superseded values are not recommended for survey control.
 BJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0014.See file dsdata.txt to determine how the superseded data were derived.
 BJ0014
 BJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ276233(NAD 83)
 BJ0014_MARKER: DB = BENCH MARK DISK
 BJ0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0014_SP_SET: COPPER-CLAD STEEL ROD
 BJ0014_STAMPING: F 282 1976
 BJ0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0014
 BJ0014  HISTORY     - Date     Condition        Report By
 BJ0014  HISTORY     - 1976     MONUMENTED       NGS
 BJ0014  HISTORY     - 1980     GOOD             LADTD
 BJ0014
 BJ0014                          STATION DESCRIPTION
 BJ0014
 BJ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0014'2.9 MI NORTH FROM WILLIAMSPORT.
 BJ0014'2.9 MILES NORTH ALONG STATE HIGHWAY 418 FROM THE ST STEPHENS CHURCH AT
 BJ0014'WILLIAMSPORT, 34 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 22 FT SE
 BJ0014'OF THE EAST END OF A 12 INCH CONCRETE PIPE CULVERT, 0.5 FT WEST OF A
 BJ0014'FENCE.
 BJ0014
 BJ0014                          STATION RECOVERY (1980)
 BJ0014
 BJ0014'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0090 ***********************************************************************
 BJ0090  DESIGNATION -  F 283
 BJ0090  PID         -  BJ0090
 BJ0090  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0090  USGS QUAD   -  WALLS (1994)
 BJ0090
 BJ0090                         *CURRENT SURVEY CONTROL
 BJ0090  ___________________________________________________________________
 BJ0090* NAD 83(1986)-  30 33 51.     (N)    091 18 01.     (W)     SCALED    
 BJ0090* NAVD 88     -         8.464  (meters)      27.77   (feet)  ADJUSTED  
 BJ0090  ___________________________________________________________________
 BJ0090  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0090  DYNAMIC HT  -           8.453 (meters)      27.73  (feet)  COMP
 BJ0090  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BJ0090
 BJ0090  VERT ORDER  -  FIRST     CLASS I
 BJ0090
 BJ0090.The horizontal coordinates were scaled from a topographic map and have
 BJ0090.an estimated accuracy of +/- 6 seconds.
 BJ0090
 BJ0090.The orthometric height was determined by differential leveling
 BJ0090.and adjusted by the National Geodetic Survey in February 1994..
 BJ0090
 BJ0090.The geoid height was determined by GEOID03.
 BJ0090
 BJ0090.The dynamic height is computed by dividing the NAVD 88
 BJ0090.geopotential number by the normal gravity value computed on the
 BJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0090.degrees latitude (g = 980.6199 gals.).
 BJ0090
 BJ0090.The modeled gravity was interpolated from observed gravity values.
 BJ0090
 BJ0090;                    North         East    Units  Estimated Accuracy
 BJ0090;SPC LA S     -   228,810.    1,003,170.      MT  (+/- 180 meters Scaled)
 BJ0090
 BJ0090                          SUPERSEDED SURVEY CONTROL
 BJ0090
 BJ0090  NAVD 88 (06/15/91)    8.491  (m)           27.86   (f) UNKNOWN     1 1
 BJ0090  NGVD 29 (??/??/??)    8.450  (m)           27.72   (f) ADJUSTED    1 1
 BJ0090
 BJ0090.Superseded values are not recommended for survey control.
 BJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0090.See file dsdata.txt to determine how the superseded data were derived.
 BJ0090
 BJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP630825(NAD 83)
 BJ0090_MARKER: DB = BENCH MARK DISK
 BJ0090_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0090_SP_SET: COPPER-CLAD STEEL ROD
 BJ0090_STAMPING: F 283 1976
 BJ0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0090
 BJ0090  HISTORY     - Date     Condition        Report By
 BJ0090  HISTORY     - 1976     MONUMENTED       NGS
 BJ0090
 BJ0090                          STATION DESCRIPTION
 BJ0090
 BJ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0090'3.55 MI NW FROM DEVALL.
 BJ0090'2.55 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM DEVALL
 BJ0090'ELEMENTARY SCHOOL AT DEVALL, 0.2 MILE NORTHWEST OF A CURVE,
 BJ0090'AT A T JUNCTION OF A FIELD ROAD LEADING SOUTH, 144 FT EAST OF
 BJ0090'ITS CENTER, 38.5 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0090'151 FT SOUTHWEST OF THE CENTER LINE OF A SOUTHWEST LEVEE ROAD OF
 BJ0090'MISS. RIVER, 52.5 SOUTHEAST OF A T JUNCTION FENCE POST, 130.5
 BJ0090'FT EAST OF AND ACROSS THE HIGHWAY FROM A POWER LINE POLE, 1.3 FT
 BJ0090'NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0441 ***********************************************************************
 BJ0441  DESIGNATION -  F 284
 BJ0441  PID         -  BJ0441
 BJ0441  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0441  USGS QUAD   -  ELM PARK (1994)
 BJ0441
 BJ0441                         *CURRENT SURVEY CONTROL
 BJ0441  ___________________________________________________________________
 BJ0441* NAD 83(1986)-  30 45 09.     (N)    091 20 26.     (W)     SCALED    
 BJ0441* NAVD 88     -        30.814  (meters)     101.10   (feet)  ADJUSTED  
 BJ0441  ___________________________________________________________________
 BJ0441  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0441  DYNAMIC HT  -          30.775 (meters)     100.97  (feet)  COMP
 BJ0441  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 BJ0441
 BJ0441  VERT ORDER  -  FIRST     CLASS I
 BJ0441
 BJ0441.The horizontal coordinates were scaled from a topographic map and have
 BJ0441.an estimated accuracy of +/- 6 seconds.
 BJ0441
 BJ0441.The orthometric height was determined by differential leveling
 BJ0441.and adjusted by the National Geodetic Survey in February 1994..
 BJ0441
 BJ0441.The geoid height was determined by GEOID03.
 BJ0441
 BJ0441.The dynamic height is computed by dividing the NAVD 88
 BJ0441.geopotential number by the normal gravity value computed on the
 BJ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0441.degrees latitude (g = 980.6199 gals.).
 BJ0441
 BJ0441.The modeled gravity was interpolated from observed gravity values.
 BJ0441
 BJ0441;                    North         East    Units  Estimated Accuracy
 BJ0441;SPC LA S     -   249,680.      999,310.      MT  (+/- 180 meters Scaled)
 BJ0441
 BJ0441                          SUPERSEDED SURVEY CONTROL
 BJ0441
 BJ0441  NGVD 29 (??/??/??)   30.800  (m)          101.05   (f) ADJUSTED    1 1
 BJ0441
 BJ0441.Superseded values are not recommended for survey control.
 BJ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0441.See file dsdata.txt to determine how the superseded data were derived.
 BJ0441
 BJ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ588033(NAD 83)
 BJ0441_MARKER: DB = BENCH MARK DISK
 BJ0441_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0441+WITH SETTING: INTO GROUND
 BJ0441_SP_SET: METAL ROD WITH BASE PLATE
 BJ0441_STAMPING: F 284 1976
 BJ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0441+STABILITY: SURFACE MOTION
 BJ0441
 BJ0441  HISTORY     - Date     Condition        Report By
 BJ0441  HISTORY     - 1976     MONUMENTED       NGS
 BJ0441
 BJ0441                          STATION DESCRIPTION
 BJ0441
 BJ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0441'4.0 MI SE FROM ST FRANCISVILLE.
 BJ0441'1.85 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0441'HIGHWAY 10 AT ST. FRANCISVILLE, THENCE 2.15 MILES SOUTH ALONG
 BJ0441'STATE HIGHWAY 965 (POWELL STATION ROAD), AT THE CROSSING OF THE
 BJ0441'ILLINOIS CENTRAL RAILROAD, 65.1 FT NORTH OF THE NORTH RAIL, 23 FT
 BJ0441'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FT WEST OF A POWER
 BJ0441'LINE POLE, 2 FT NORTHWEST OF A 5-INCH IRON POST SUPPORTING A SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0192 ***********************************************************************
 BJ0192  DESIGNATION -  F 284 X
 BJ0192  PID         -  BJ0192
 BJ0192  STATE/COUNTY-  LA/ST LANDRY
 BJ0192  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0192
 BJ0192                         *CURRENT SURVEY CONTROL
 BJ0192  ___________________________________________________________________
 BJ0192* NAD 83(1986)-  30 48 23.     (N)    091 48 41.     (W)     SCALED    
 BJ0192* NAVD 88     -        12.688  (meters)      41.63   (feet)  ADJUSTED  
 BJ0192  ___________________________________________________________________
 BJ0192  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0192  DYNAMIC HT  -          12.672 (meters)      41.57  (feet)  COMP
 BJ0192  MODELED GRAV-     979,370.6   (mgal)                       NAVD 88
 BJ0192
 BJ0192  VERT ORDER  -  FIRST     CLASS I
 BJ0192
 BJ0192.The horizontal coordinates were scaled from a topographic map and have
 BJ0192.an estimated accuracy of +/- 6 seconds.
 BJ0192
 BJ0192.The orthometric height was determined by differential leveling
 BJ0192.and adjusted by the National Geodetic Survey in February 1994..
 BJ0192
 BJ0192.The geoid height was determined by GEOID03.
 BJ0192
 BJ0192.The dynamic height is computed by dividing the NAVD 88
 BJ0192.geopotential number by the normal gravity value computed on the
 BJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0192.degrees latitude (g = 980.6199 gals.).
 BJ0192
 BJ0192.The modeled gravity was interpolated from observed gravity values.
 BJ0192
 BJ0192;                    North         East    Units  Estimated Accuracy
 BJ0192;SPC LA S     -   255,750.      954,250.      MT  (+/- 180 meters Scaled)
 BJ0192
 BJ0192                          SUPERSEDED SURVEY CONTROL
 BJ0192
 BJ0192  NAVD 88 (06/15/91)   12.722  (m)           41.74   (f) UNKNOWN     1 1
 BJ0192  NGVD 29 (??/??/??)   12.682  (m)           41.61   (f) ADJUSTED    1 1
 BJ0192
 BJ0192.Superseded values are not recommended for survey control.
 BJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0192.See file dsdata.txt to determine how the superseded data were derived.
 BJ0192
 BJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ137087(NAD 83)
 BJ0192_MARKER: DB = BENCH MARK DISK
 BJ0192_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0192+WITH SETTING: INTO GROUND
 BJ0192_SP_SET: METAL ROD WITH BASE PLATE
 BJ0192_STAMPING: F 284 X 1976
 BJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0192+STABILITY: SURFACE MOTION
 BJ0192
 BJ0192  HISTORY     - Date     Condition        Report By
 BJ0192  HISTORY     - 1976     MONUMENTED       NGS
 BJ0192  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 BJ0192
 BJ0192                          STATION DESCRIPTION
 BJ0192
 BJ0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0192'10 MI NORTH FROM MELVILLE.
 BJ0192'10 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0192'RAILROAD OVERPASS, 8 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0192'57 FT NORTH OF THE CENTER LINE OF A GRAVEL ROAD LEADING EAST, 0.8 FT
 BJ0192'SOUTHWEST OF A FENCE.
 BJ0192
 BJ0192                          STATION RECOVERY (2004)
 BJ0192
 BJ0192'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0192'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0595 ***********************************************************************
 BJ0595  DESIGNATION -  F 285
 BJ0595  PID         -  BJ0595
 BJ0595  STATE/COUNTY-  LA/IBERVILLE
 BJ0595  USGS QUAD   -  WHITE CASTLE (1992)
 BJ0595
 BJ0595                         *CURRENT SURVEY CONTROL
 BJ0595  ___________________________________________________________________
 BJ0595* NAD 83(1986)-  30 14 01.     (N)    091 08 24.     (W)     SCALED    
 BJ0595* NAVD 88     -         7.058  (meters)      23.16   (feet)  ADJUSTED  
 BJ0595  ___________________________________________________________________
 BJ0595  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0595  DYNAMIC HT  -           7.049 (meters)      23.13  (feet)  COMP
 BJ0595  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 BJ0595
 BJ0595  VERT ORDER  -  FIRST     CLASS I
 BJ0595
 BJ0595.The horizontal coordinates were scaled from a topographic map and have
 BJ0595.an estimated accuracy of +/- 6 seconds.
 BJ0595
 BJ0595.The orthometric height was determined by differential leveling
 BJ0595.and adjusted by the National Geodetic Survey in February 1994..
 BJ0595
 BJ0595.The geoid height was determined by GEOID03.
 BJ0595
 BJ0595.The dynamic height is computed by dividing the NAVD 88
 BJ0595.geopotential number by the normal gravity value computed on the
 BJ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0595.degrees latitude (g = 980.6199 gals.).
 BJ0595
 BJ0595.The modeled gravity was interpolated from observed gravity values.
 BJ0595
 BJ0595;                    North         East    Units  Estimated Accuracy
 BJ0595;SPC LA S     -   192,180.    1,018,610.      MT  (+/- 180 meters Scaled)
 BJ0595
 BJ0595                          SUPERSEDED SURVEY CONTROL
 BJ0595
 BJ0595  NGVD 29 (??/??/??)    7.078  (m)           23.22   (f) ADJUSTED    1 1
 BJ0595
 BJ0595.Superseded values are not recommended for survey control.
 BJ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0595.See file dsdata.txt to determine how the superseded data were derived.
 BJ0595
 BJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP789461(NAD 83)
 BJ0595_MARKER: DB = BENCH MARK DISK
 BJ0595_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0595+WITH SETTING: INTO GROUND
 BJ0595_SP_SET: METAL ROD WITH BASE PLATE
 BJ0595_STAMPING: F 285 1976
 BJ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0595+STABILITY: SURFACE MOTION
 BJ0595
 BJ0595  HISTORY     - Date     Condition        Report By
 BJ0595  HISTORY     - 1976     MONUMENTED       NGS
 BJ0595
 BJ0595                          STATION DESCRIPTION
 BJ0595
 BJ0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0595'2.6 MI NE FROM BAYOU GOULA.
 BJ0595'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0595'HIGHWAY 69, ON THE INSIDE OF A CURVE, 34.5 FT SOUTHEAST OF THE CENTER
 BJ0595'LINE OF THE HIGHWAY, 108 FT NORTHWEST OF NORTHWEST END OF A CATTLE
 BJ0595'GUARD, 111 FT SOUTH OF AND ACROSS THE HIGHWAY FROM THE FIRST POWER
 BJ0595'LINE POLE NORTH OF A POWER LINE POLE WITH A TRANSFORMER, 3 FT SOUTH OF
 BJ0595'A T JUNCTION FENCE POST, 1.2 FT SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0305 ***********************************************************************
 BJ0305  DESIGNATION -  F 286
 BJ0305  PID         -  BJ0305
 BJ0305  STATE/COUNTY-  LA/IBERVILLE
 BJ0305  USGS QUAD   -  GRAND RIVER (1992)
 BJ0305
 BJ0305                         *CURRENT SURVEY CONTROL
 BJ0305  ___________________________________________________________________
 BJ0305* NAD 83(1986)-  30 10 56.     (N)    091 22 38.     (W)     SCALED    
 BJ0305* NAVD 88     -         4.321  (meters)      14.18   (feet)  ADJUSTED  
 BJ0305  ___________________________________________________________________
 BJ0305  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ0305  DYNAMIC HT  -           4.315 (meters)      14.16  (feet)  COMP
 BJ0305  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 BJ0305
 BJ0305  VERT ORDER  -  FIRST     CLASS I
 BJ0305
 BJ0305.The horizontal coordinates were scaled from a topographic map and have
 BJ0305.an estimated accuracy of +/- 6 seconds.
 BJ0305
 BJ0305.The orthometric height was determined by differential leveling
 BJ0305.and adjusted by the National Geodetic Survey in February 1994..
 BJ0305
 BJ0305.The geoid height was determined by GEOID03.
 BJ0305
 BJ0305.The dynamic height is computed by dividing the NAVD 88
 BJ0305.geopotential number by the normal gravity value computed on the
 BJ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0305.degrees latitude (g = 980.6199 gals.).
 BJ0305
 BJ0305.The modeled gravity was interpolated from observed gravity values.
 BJ0305
 BJ0305;                    North         East    Units  Estimated Accuracy
 BJ0305;SPC LA S     -   186,470.      995,770.      MT  (+/- 180 meters Scaled)
 BJ0305
 BJ0305                          SUPERSEDED SURVEY CONTROL
 BJ0305
 BJ0305  NGVD 29 (??/??/??)    4.352  (m)           14.28   (f) ADJUSTED    1 1
 BJ0305
 BJ0305.Superseded values are not recommended for survey control.
 BJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0305.See file dsdata.txt to determine how the superseded data were derived.
 BJ0305
 BJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP562400(NAD 83)
 BJ0305_MARKER: DB = BENCH MARK DISK
 BJ0305_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0305+WITH SETTING: INTO GROUND
 BJ0305_SP_SET: METAL ROD WITH BASE PLATE
 BJ0305_STAMPING: F 286 1976
 BJ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0305+STABILITY: SURFACE MOTION
 BJ0305
 BJ0305  HISTORY     - Date     Condition        Report By
 BJ0305  HISTORY     - 1976     MONUMENTED       NGS
 BJ0305
 BJ0305                          STATION DESCRIPTION
 BJ0305
 BJ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0305'3.4 MI NW FROM BAYOU SORREL.
 BJ0305'3.4 MILES NORTHWEST ALONG AN ASPHALT AND A GRAVELED ROAD ALONG THE
 BJ0305'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0305'0.3 MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTH TO CROSS BAYOU,
 BJ0305'28 FT NORTH OF THE CENTER LINE OF THE ROAD, 2 FT NORTH OF A WITNESS
 BJ0305'POST. THE DISK IS 0.3 FT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0861 ***********************************************************************
 BJ0861  DESIGNATION -  F 287
 BJ0861  PID         -  BJ0861
 BJ0861  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0861  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0861
 BJ0861                         *CURRENT SURVEY CONTROL
 BJ0861  ___________________________________________________________________
 BJ0861* NAD 83(1986)-  30 28 15.     (N)    091 08 01.     (W)     SCALED    
 BJ0861* NAVD 88     -        16.428  (meters)      53.90   (feet)  ADJUSTED  
 BJ0861  ___________________________________________________________________
 BJ0861  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0861  DYNAMIC HT  -          16.407 (meters)      53.83  (feet)  COMP
 BJ0861  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ0861
 BJ0861  VERT ORDER  -  FIRST     CLASS I
 BJ0861
 BJ0861.The horizontal coordinates were scaled from a topographic map and have
 BJ0861.an estimated accuracy of +/- 6 seconds.
 BJ0861
 BJ0861.The orthometric height was determined by differential leveling
 BJ0861.and adjusted by the National Geodetic Survey in February 1994..
 BJ0861
 BJ0861.The geoid height was determined by GEOID03.
 BJ0861
 BJ0861.The dynamic height is computed by dividing the NAVD 88
 BJ0861.geopotential number by the normal gravity value computed on the
 BJ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0861.degrees latitude (g = 980.6199 gals.).
 BJ0861
 BJ0861.The modeled gravity was interpolated from observed gravity values.
 BJ0861
 BJ0861;                    North         East    Units  Estimated Accuracy
 BJ0861;SPC LA S     -   218,480.    1,019,180.      MT  (+/- 180 meters Scaled)
 BJ0861
 BJ0861                          SUPERSEDED SURVEY CONTROL
 BJ0861
 BJ0861  NAVD 88 (06/15/91)   16.500  (m)           54.13   (f) UNKNOWN     1 1
 BJ0861  NGVD 29 (??/??/??)   16.468  (m)           54.03   (f) ADJUSTED    1 1
 BJ0861
 BJ0861.Superseded values are not recommended for survey control.
 BJ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0861.See file dsdata.txt to determine how the superseded data were derived.
 BJ0861
 BJ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP791724(NAD 83)
 BJ0861_MARKER: DB = BENCH MARK DISK
 BJ0861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0861_SP_SET: COPPER-CLAD STEEL ROD
 BJ0861_STAMPING: F 287 1976
 BJ0861_MARK LOGO: NGS   
 BJ0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0861+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 BJ0861
 BJ0861  HISTORY     - Date     Condition        Report By
 BJ0861  HISTORY     - 1976     MONUMENTED       NGS
 BJ0861  HISTORY     - 1987     GOOD             LA-033
 BJ0861  HISTORY     - 20050419 GOOD             AERODA
 BJ0861
 BJ0861                          STATION DESCRIPTION
 BJ0861
 BJ0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0861'2.0 MI EAST FROM BATON ROUGE.
 BJ0861'2.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE INTERSTATE
 BJ0861'HIGHWAY 110 OVERPASS, 0.4 MILE EAST OF THE JUNCTION OF NORTH FOSTER
 BJ0861'DRIVE, AT THE WEST ONE OF TWO DRIVEWAYS LEADING NORTH TO THE GULF
 BJ0861'STATES UTILITIES COMPANY, 143.6 FT NORTH OF THE NORTH RAIL OF THE
 BJ0861'TRACK, 44 FT NORTH OF THE CENTER LINE OF CHOCTAW DRIVE, 43.5 FT
 BJ0861'WEST OF THE CENTER LINE OF THE DRIVEWAY, 11.6 FT NORTH OF A MESH WIRE
 BJ0861'FENCE CORNER, 1.6 FT EAST OF A FENCE, 21 FT NORTH OF A TELEPHONE POLE.
 BJ0861
 BJ0861                          STATION RECOVERY (1987)
 BJ0861
 BJ0861'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0861'RECOVERED IN GOOD CONDITION.
 BJ0861
 BJ0861                          STATION RECOVERY (2005)
 BJ0861
 BJ0861'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0350 ***********************************************************************
 BJ0350  DESIGNATION -  F 288
 BJ0350  PID         -  BJ0350
 BJ0350  STATE/COUNTY-  LA/ST LANDRY
 BJ0350  USGS QUAD   -  PORTAGE (1970)
 BJ0350
 BJ0350                         *CURRENT SURVEY CONTROL
 BJ0350  ___________________________________________________________________
 BJ0350* NAD 83(1986)-  30 28 16.     (N)    091 52 18.     (W)     SCALED    
 BJ0350* NAVD 88     -        11.910  (meters)      39.07   (feet)  ADJUSTED  
 BJ0350  ___________________________________________________________________
 BJ0350  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ0350  DYNAMIC HT  -          11.894 (meters)      39.02  (feet)  COMP
 BJ0350  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 BJ0350
 BJ0350  VERT ORDER  -  FIRST     CLASS I
 BJ0350
 BJ0350.The horizontal coordinates were scaled from a topographic map and have
 BJ0350.an estimated accuracy of +/- 6 seconds.
 BJ0350
 BJ0350.The orthometric height was determined by differential leveling
 BJ0350.and adjusted by the National Geodetic Survey in February 1994..
 BJ0350
 BJ0350.The geoid height was determined by GEOID03.
 BJ0350
 BJ0350.The dynamic height is computed by dividing the NAVD 88
 BJ0350.geopotential number by the normal gravity value computed on the
 BJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0350.degrees latitude (g = 980.6199 gals.).
 BJ0350
 BJ0350.The modeled gravity was interpolated from observed gravity values.
 BJ0350
 BJ0350;                    North         East    Units  Estimated Accuracy
 BJ0350;SPC LA S     -   218,610.      948,310.      MT  (+/- 180 meters Scaled)
 BJ0350
 BJ0350                          SUPERSEDED SURVEY CONTROL
 BJ0350
 BJ0350  NAVD 88 (06/15/91)   11.926  (m)           39.13   (f) UNKNOWN     1 1
 BJ0350  NGVD 29 (??/??/??)   11.906  (m)           39.06   (f) ADJUSTED    1 1
 BJ0350
 BJ0350.Superseded values are not recommended for survey control.
 BJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0350.See file dsdata.txt to determine how the superseded data were derived.
 BJ0350
 BJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP083715(NAD 83)
 BJ0350_MARKER: DB = BENCH MARK DISK
 BJ0350_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0350+WITH SETTING: INTO GROUND
 BJ0350_SP_SET: METAL ROD WITH BASE PLATE
 BJ0350_STAMPING: F 288 1976
 BJ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0350+STABILITY: SURFACE MOTION
 BJ0350
 BJ0350  HISTORY     - Date     Condition        Report By
 BJ0350  HISTORY     - 1976     MONUMENTED       NGS
 BJ0350
 BJ0350                          STATION DESCRIPTION
 BJ0350
 BJ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0350'12.5 MI SE FROM KROTZ SPRINGS.
 BJ0350'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0350'OFFICE AT KROTZ SPRINGS, THENCE 5.7 MILES SOUTH ALONG THE TOP OF THE
 BJ0350'WEST ATCHAFALAYA FLOODWAY LEVEE, 18 FT. WEST OF THE CENTER LINE OF THE
 BJ0350'LEVEE, 255 FT. EAST OF EAST BANK OF THE COURTABLEAU BAYOU CHANNEL, 3
 BJ0350'FT. SOUTH OF THE 2100 FT. ABLD CONCRETE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1287 ***********************************************************************
 BK1287  DESIGNATION -  F 29
 BK1287  PID         -  BK1287
 BK1287  STATE/COUNTY-  LA/BEAUREGARD
 BK1287  USGS QUAD   -  DERIDDER (1994)
 BK1287
 BK1287                         *CURRENT SURVEY CONTROL
 BK1287  ___________________________________________________________________
 BK1287* NAD 83(1986)-  30 52 27.     (N)    093 16 59.     (W)     SCALED    
 BK1287* NAVD 88     -        58.56   (+/-2cm)     192.1    (feet)  VERTCON   
 BK1287  ___________________________________________________________________
 BK1287  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK1287
 BK1287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1287
 BK1287.The horizontal coordinates were scaled from a topographic map and have
 BK1287.an estimated accuracy of +/- 6 seconds.
 BK1287
 BK1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1287.The vertical order pertains to the NGVD 29 superseded value.
 BK1287
 BK1287.The geoid height was determined by GEOID03.
 BK1287
 BK1287;                    North         East    Units  Estimated Accuracy
 BK1287;SPC LA S     -   264,760.      813,550.      MT  (+/- 180 meters Scaled)
 BK1287
 BK1287                          SUPERSEDED SURVEY CONTROL
 BK1287
 BK1287  NGVD 29 (??/??/??)   58.710  (m)          192.62   (f) ADJUSTED    2 0
 BK1287
 BK1287.Superseded values are not recommended for survey control.
 BK1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1287.See file dsdata.txt to determine how the superseded data were derived.
 BK1287
 BK1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ729156(NAD 83)
 BK1287_MARKER: DB = BENCH MARK DISK
 BK1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1287_STAMPING: F 29 1934
 BK1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1287+STABILITY: SURFACE MOTION
 BK1287
 BK1287  HISTORY     - Date     Condition        Report By
 BK1287  HISTORY     - 1934     MONUMENTED       CGS
 BK1287  HISTORY     - 1955     MARK NOT FOUND   USGS
 BK1287
 BK1287                          STATION DESCRIPTION
 BK1287
 BK1287'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BK1287'1.9 MI N FROM DE RIDDER.
 BK1287'1.9 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK1287'STATION AT DE RIDDER, BEAUREGARD PARISH, 1/4 MILE SOUTH OF MILEPOST
 BK1287'687, AT A ROAD CROSSING (LUDINGTON CROSSING), 93 FEET EAST OF THE
 BK1287'CENTERLINE OF THE TRACK, AND 60 FEET SOUTH OF THE CENTERLINE OF THE
 BK1287'ROAD.  A STANDARD DISK, STAMPED F 29 1934 AND SET IN THE TOP OF A
 BK1287'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0902 ***********************************************************************
 BJ0902  DESIGNATION -  F 290
 BJ0902  PID         -  BJ0902
 BJ0902  STATE/COUNTY-  LA/LIVINGSTON
 BJ0902  USGS QUAD   -  HOLDEN (1974)
 BJ0902
 BJ0902                         *CURRENT SURVEY CONTROL
 BJ0902  ___________________________________________________________________
 BJ0902* NAD 83(1986)-  30 30 12.     (N)    090 42 18.     (W)     SCALED    
 BJ0902* NAVD 88     -        10.868  (meters)      35.66   (feet)  ADJUSTED  
 BJ0902  ___________________________________________________________________
 BJ0902  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ0902  DYNAMIC HT  -          10.854 (meters)      35.61  (feet)  COMP
 BJ0902  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ0902
 BJ0902  VERT ORDER  -  FIRST     CLASS I
 BJ0902
 BJ0902.The horizontal coordinates were scaled from a topographic map and have
 BJ0902.an estimated accuracy of +/- 6 seconds.
 BJ0902
 BJ0902.The orthometric height was determined by differential leveling
 BJ0902.and adjusted by the National Geodetic Survey in February 1994..
 BJ0902
 BJ0902.The geoid height was determined by GEOID03.
 BJ0902
 BJ0902.The dynamic height is computed by dividing the NAVD 88
 BJ0902.geopotential number by the normal gravity value computed on the
 BJ0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0902.degrees latitude (g = 980.6199 gals.).
 BJ0902
 BJ0902.The modeled gravity was interpolated from observed gravity values.
 BJ0902
 BJ0902;                    North         East    Units  Estimated Accuracy
 BJ0902;SPC LA S     -   222,230.    1,060,320.      MT  (+/- 180 meters Scaled)
 BJ0902
 BJ0902                          SUPERSEDED SURVEY CONTROL
 BJ0902
 BJ0902  NAVD 88 (06/15/91)   10.912  (m)           35.80   (f) UNKNOWN     1 1
 BJ0902  NGVD 29 (??/??/??)   10.886  (m)           35.72   (f) ADJUSTED    1 1
 BJ0902
 BJ0902.Superseded values are not recommended for survey control.
 BJ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0902.See file dsdata.txt to determine how the superseded data were derived.
 BJ0902
 BJ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP202768(NAD 83)
 BJ0902_MARKER: DB = BENCH MARK DISK
 BJ0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0902_SP_SET: BRIDGE
 BJ0902_STAMPING: F 290 1976
 BJ0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0902+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BJ0902
 BJ0902  HISTORY     - Date     Condition        Report By
 BJ0902  HISTORY     - 1976     MONUMENTED       NGS
 BJ0902  HISTORY     - 20060502 GOOD             NGS
 BJ0902
 BJ0902                          STATION DESCRIPTION
 BJ0902
 BJ0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0902'2.4 MI EAST FROM LIVINGSTON.
 BJ0902'2.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0902'HIGHWAY 63 (FROST ROAD), 3.2 MILES WEST OF HOLDEN, AT A CONCRETE
 BJ0902'BRIDGE OVER HOG BRANCH, 20 FT SOUTH OF THE CENTER LINE OF THE
 BJ0902'HIGHWAY, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT,
 BJ0902'1.8 FT NORTH OF THE SOUTH END OF THE ABUTMENT.
 BJ0902
 BJ0902                          STATION RECOVERY (2006)
 BJ0902
 BJ0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BJ0902'1.0 METER BELOW THE LEVEL OF THE HIGHWAY.
 BJ0902'0.5 METERS WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0244 ***********************************************************************
 BJ0244  DESIGNATION -  F 291
 BJ0244  PID         -  BJ0244
 BJ0244  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0244  USGS QUAD   -  MELVILLE (1994)
 BJ0244
 BJ0244                         *CURRENT SURVEY CONTROL
 BJ0244  ___________________________________________________________________
 BJ0244* NAD 83(1986)-  30 43 15.     (N)    091 39 35.     (W)     SCALED    
 BJ0244* NAVD 88     -        10.034  (meters)      32.92   (feet)  ADJUSTED  
 BJ0244  ___________________________________________________________________
 BJ0244  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0244  DYNAMIC HT  -          10.021 (meters)      32.88  (feet)  COMP
 BJ0244  MODELED GRAV-     979,362.4   (mgal)                       NAVD 88
 BJ0244
 BJ0244  VERT ORDER  -  FIRST     CLASS I
 BJ0244
 BJ0244.The horizontal coordinates were scaled from a topographic map and have
 BJ0244.an estimated accuracy of +/- 6 seconds.
 BJ0244
 BJ0244.The orthometric height was determined by differential leveling
 BJ0244.and adjusted by the National Geodetic Survey in February 1994..
 BJ0244
 BJ0244.The geoid height was determined by GEOID03.
 BJ0244
 BJ0244.The dynamic height is computed by dividing the NAVD 88
 BJ0244.geopotential number by the normal gravity value computed on the
 BJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0244.degrees latitude (g = 980.6199 gals.).
 BJ0244
 BJ0244.The modeled gravity was interpolated from observed gravity values.
 BJ0244
 BJ0244;                    North         East    Units  Estimated Accuracy
 BJ0244;SPC LA S     -   246,220.      968,740.      MT  (+/- 180 meters Scaled)
 BJ0244
 BJ0244                          SUPERSEDED SURVEY CONTROL
 BJ0244
 BJ0244  NGVD 29 (??/??/??)   10.031  (m)           32.91   (f) ADJUSTED    1 1
 BJ0244
 BJ0244.Superseded values are not recommended for survey control.
 BJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0244.See file dsdata.txt to determine how the superseded data were derived.
 BJ0244
 BJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP283994(NAD 83)
 BJ0244_MARKER: DB = BENCH MARK DISK
 BJ0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0244_SP_SET: COPPER-CLAD STEEL ROD
 BJ0244_STAMPING: F 291 1976
 BJ0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0244
 BJ0244  HISTORY     - Date     Condition        Report By
 BJ0244  HISTORY     - 1976     MONUMENTED       NGS
 BJ0244
 BJ0244                          STATION DESCRIPTION
 BJ0244
 BJ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0244'5.6 MI SW FROM MORGANZA.
 BJ0244'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0244'HIGHWAY 10, THENCE 4.7 MILES WEST AND SOUTH ALONG A LEVEE ROAD,
 BJ0244'THENCE 0.1 MILE EAST ALONG A PRIVATE DIRT ROAD, AT THE CROSSING OF
 BJ0244'A POWER LINE, 37 FT SOUTH OF THE CENTER LINE OF THE ROAD, 310 FT
 BJ0244'WEST OF THE CENTER LINE OF STATE HIGHWAY 10, 20.1 FT NORTHWEST OF
 BJ0244'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF 2 LARGE METAL
 BJ0244'GRAIN STORAGE BINS, 1.5 FT SOUTH OF A POWER LINE POLE WITH 2
 BJ0244'TRANSFORMERS AND A GUY WIRE, THE DISK IS 0.7 FT BELOW THE LEVEL OF
 BJ0244'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BJ0244'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0277 ***********************************************************************
 BJ0277  DESIGNATION -  F 292
 BJ0277  PID         -  BJ0277
 BJ0277  STATE/COUNTY-  LA/IBERVILLE
 BJ0277  USGS QUAD   -  MARINGOUIN (1992)
 BJ0277
 BJ0277                         *CURRENT SURVEY CONTROL
 BJ0277  ___________________________________________________________________
 BJ0277* NAD 83(1986)-  30 25 56.     (N)    091 31 58.     (W)     SCALED    
 BJ0277* NAVD 88     -         4.708  (meters)      15.45   (feet)  ADJUSTED  
 BJ0277  ___________________________________________________________________
 BJ0277  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0277  DYNAMIC HT  -           4.702 (meters)      15.43  (feet)  COMP
 BJ0277  MODELED GRAV-     979,332.4   (mgal)                       NAVD 88
 BJ0277
 BJ0277  VERT ORDER  -  FIRST     CLASS I
 BJ0277
 BJ0277.The horizontal coordinates were scaled from a topographic map and have
 BJ0277.an estimated accuracy of +/- 6 seconds.
 BJ0277
 BJ0277.The orthometric height was determined by differential leveling
 BJ0277.and adjusted by the National Geodetic Survey in February 1994..
 BJ0277
 BJ0277.The geoid height was determined by GEOID03.
 BJ0277
 BJ0277.The dynamic height is computed by dividing the NAVD 88
 BJ0277.geopotential number by the normal gravity value computed on the
 BJ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0277.degrees latitude (g = 980.6199 gals.).
 BJ0277
 BJ0277.The modeled gravity was interpolated from observed gravity values.
 BJ0277
 BJ0277;                    North         East    Units  Estimated Accuracy
 BJ0277;SPC LA S     -   214,190.      980,840.      MT  (+/- 180 meters Scaled)
 BJ0277
 BJ0277                          SUPERSEDED SURVEY CONTROL
 BJ0277
 BJ0277  NGVD 29 (??/??/??)    4.725  (m)           15.50   (f) ADJUSTED    1 1
 BJ0277
 BJ0277.Superseded values are not recommended for survey control.
 BJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0277.See file dsdata.txt to determine how the superseded data were derived.
 BJ0277
 BJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP409675(NAD 83)
 BJ0277_MARKER: DB = BENCH MARK DISK
 BJ0277_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0277+WITH SETTING: INTO GROUND
 BJ0277_SP_SET: METAL ROD WITH BASE PLATE
 BJ0277_STAMPING: F 292 1976
 BJ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0277+STABILITY: SURFACE MOTION
 BJ0277
 BJ0277  HISTORY     - Date     Condition        Report By
 BJ0277  HISTORY     - 1976     MONUMENTED       NGS
 BJ0277  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0277
 BJ0277                          STATION DESCRIPTION
 BJ0277
 BJ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0277'2.9 MI NORTH FROM RAMAH.
 BJ0277'2.9 MILES NORTH ALONG A LEVEE ROAD FROM THE WEST BOUND LANES
 BJ0277'CONCRETE OVERPASS OF INTERSTATE HIGHWAY 10, 83 FT EAST OF THE
 BJ0277'CENTER LINE OF THE ROAD, 69.3 FT EAST OF CONCRETE POST STATION
 BJ0277'MARKER 1500+00, 1.3 FT SOUTH OF A WITNESS POST. THE DISK IS 0.4 FT
 BJ0277'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0277'4-INCH PLASTIC SCREW PLUG.
 BJ0277
 BJ0277                          STATION RECOVERY (1990)
 BJ0277
 BJ0277'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0829 ***********************************************************************
 BJ0829  DESIGNATION -  F 293
 BJ0829  PID         -  BJ0829
 BJ0829  STATE/COUNTY-  LA/IBERVILLE
 BJ0829  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0829
 BJ0829                         *CURRENT SURVEY CONTROL
 BJ0829  ___________________________________________________________________
 BJ0829* NAD 83(1986)-  30 08 29.     (N)    091 19 37.     (W)     SCALED    
 BJ0829* NAVD 88     -         2.387  (meters)       7.83   (feet)  ADJUSTED  
 BJ0829  ___________________________________________________________________
 BJ0829  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ0829  DYNAMIC HT  -           2.384 (meters)       7.82  (feet)  COMP
 BJ0829  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0829
 BJ0829  VERT ORDER  -  FIRST     CLASS I
 BJ0829
 BJ0829.The horizontal coordinates were scaled from a topographic map and have
 BJ0829.an estimated accuracy of +/- 6 seconds.
 BJ0829
 BJ0829.The orthometric height was determined by differential leveling
 BJ0829.and adjusted by the National Geodetic Survey in February 1994..
 BJ0829
 BJ0829.The geoid height was determined by GEOID03.
 BJ0829
 BJ0829.The dynamic height is computed by dividing the NAVD 88
 BJ0829.geopotential number by the normal gravity value computed on the
 BJ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0829.degrees latitude (g = 980.6199 gals.).
 BJ0829
 BJ0829.The modeled gravity was interpolated from observed gravity values.
 BJ0829
 BJ0829;                    North         East    Units  Estimated Accuracy
 BJ0829;SPC LA S     -   181,940.    1,000,620.      MT  (+/- 180 meters Scaled)
 BJ0829
 BJ0829                          SUPERSEDED SURVEY CONTROL
 BJ0829
 BJ0829  NGVD 29 (??/??/??)    2.419  (m)            7.94   (f) ADJUSTED    1 1
 BJ0829
 BJ0829.Superseded values are not recommended for survey control.
 BJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0829.See file dsdata.txt to determine how the superseded data were derived.
 BJ0829
 BJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP611356(NAD 83)
 BJ0829_MARKER: DB = BENCH MARK DISK
 BJ0829_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0829+WITH SETTING: INTO GROUND
 BJ0829_SP_SET: METAL ROD WITH BASE PLATE
 BJ0829_STAMPING: F 293 1976
 BJ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0829+STABILITY: SURFACE MOTION
 BJ0829
 BJ0829  HISTORY     - Date     Condition        Report By
 BJ0829  HISTORY     - 1976     MONUMENTED       NGS
 BJ0829
 BJ0829                          STATION DESCRIPTION
 BJ0829
 BJ0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0829'1.0 MI SOUTH FROM BAYOU SORREL.
 BJ0829'1.0 MILE SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0829'FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE, AT THE SOUTH END OF
 BJ0829'A POWER LINE, 25 FT EAST OF THE CENTER LINE OF THE ROAD, 18 FT SOUTH
 BJ0829'OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 3 FT EAST OF POWER
 BJ0829'LINE POLE NUMBER L81-1K WITH 3 GUY WIRES.  THE DISK IS 8 INCHES BELOW
 BJ0829'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0829'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0213 ***********************************************************************
 BJ0213  DESIGNATION -  F 294
 BJ0213  PID         -  BJ0213
 BJ0213  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0213  USGS QUAD   -  MELVILLE (1994)
 BJ0213
 BJ0213                         *CURRENT SURVEY CONTROL
 BJ0213  ___________________________________________________________________
 BJ0213* NAD 83(1986)-  30 41 26.     (N)    091 43 49.     (W)     SCALED    
 BJ0213* NAVD 88     -        10.680  (meters)      35.04   (feet)  ADJUSTED  
 BJ0213  ___________________________________________________________________
 BJ0213  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0213  DYNAMIC HT  -          10.666 (meters)      34.99  (feet)  COMP
 BJ0213  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 BJ0213
 BJ0213  VERT ORDER  -  FIRST     CLASS I
 BJ0213
 BJ0213.The horizontal coordinates were scaled from a topographic map and have
 BJ0213.an estimated accuracy of +/- 6 seconds.
 BJ0213
 BJ0213.The orthometric height was determined by differential leveling
 BJ0213.and adjusted by the National Geodetic Survey in February 1994..
 BJ0213
 BJ0213.The geoid height was determined by GEOID03.
 BJ0213
 BJ0213.The dynamic height is computed by dividing the NAVD 88
 BJ0213.geopotential number by the normal gravity value computed on the
 BJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0213.degrees latitude (g = 980.6199 gals.).
 BJ0213
 BJ0213.The modeled gravity was interpolated from observed gravity values.
 BJ0213
 BJ0213;                    North         East    Units  Estimated Accuracy
 BJ0213;SPC LA S     -   242,880.      961,970.      MT  (+/- 180 meters Scaled)
 BJ0213
 BJ0213                          SUPERSEDED SURVEY CONTROL
 BJ0213
 BJ0213  NAVD 88 (06/15/91)   10.721  (m)           35.17   (f) UNKNOWN     1 1
 BJ0213  NGVD 29 (??/??/??)   10.684  (m)           35.05   (f) ADJUSTED    1 1
 BJ0213
 BJ0213.Superseded values are not recommended for survey control.
 BJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0213.See file dsdata.txt to determine how the superseded data were derived.
 BJ0213
 BJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP216959(NAD 83)
 BJ0213_MARKER: DB = BENCH MARK DISK
 BJ0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0213_SP_SET: UNDERPASS
 BJ0213_STAMPING: F 294 1976
 BJ0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0213
 BJ0213  HISTORY     - Date     Condition        Report By
 BJ0213  HISTORY     - 1976     MONUMENTED       NGS
 BJ0213
 BJ0213                          STATION DESCRIPTION
 BJ0213
 BJ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0213'0.6 MI EAST FROM MELVILLE.
 BJ0213'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATE
 BJ0213'HIGHWAY 105 UNDERPASS, AT THE STATE HIGHWAY 10 UNDERPASS, 19.5 FT
 BJ0213'WEST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE EAST
 BJ0213'FACE OF THE WEST CONCRETE ABUTMENT OF THE UNDERPASS, 0.5 FT NORTH
 BJ0213'OF THE SOUTH END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0925 ***********************************************************************
 BJ0925  DESIGNATION -  F 295
 BJ0925  PID         -  BJ0925
 BJ0925  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0925  USGS QUAD   -  ALBANY (1974)
 BJ0925
 BJ0925                         *CURRENT SURVEY CONTROL
 BJ0925  ___________________________________________________________________
 BJ0925* NAD 83(1986)-  30 30 16.     (N)    090 30 27.     (W)     SCALED    
 BJ0925* NAVD 88     -        12.037  (meters)      39.49   (feet)  ADJUSTED  
 BJ0925  ___________________________________________________________________
 BJ0925  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0925  DYNAMIC HT  -          12.021 (meters)      39.44  (feet)  COMP
 BJ0925  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ0925
 BJ0925  VERT ORDER  -  FIRST     CLASS I
 BJ0925
 BJ0925.The horizontal coordinates were scaled from a topographic map and have
 BJ0925.an estimated accuracy of +/- 6 seconds.
 BJ0925
 BJ0925.The orthometric height was determined by differential leveling
 BJ0925.and adjusted by the National Geodetic Survey in February 1994..
 BJ0925
 BJ0925.The geoid height was determined by GEOID03.
 BJ0925
 BJ0925.The dynamic height is computed by dividing the NAVD 88
 BJ0925.geopotential number by the normal gravity value computed on the
 BJ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0925.degrees latitude (g = 980.6199 gals.).
 BJ0925
 BJ0925.The modeled gravity was interpolated from observed gravity values.
 BJ0925
 BJ0925;                    North         East    Units  Estimated Accuracy
 BJ0925;SPC LA S     -   222,470.    1,079,270.      MT  (+/- 180 meters Scaled)
 BJ0925
 BJ0925                          SUPERSEDED SURVEY CONTROL
 BJ0925
 BJ0925  NAVD 88 (06/15/91)   12.073  (m)           39.61   (f) UNKNOWN     1 1
 BJ0925  NGVD 29 (??/??/??)   12.052  (m)           39.54   (f) ADJUSTED    1 1
 BJ0925
 BJ0925.Superseded values are not recommended for survey control.
 BJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0925.See file dsdata.txt to determine how the superseded data were derived.
 BJ0925
 BJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP392773(NAD 83)
 BJ0925_MARKER: DB = BENCH MARK DISK
 BJ0925_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0925_SP_SET: BRIDGE ABUTMENT
 BJ0925_STAMPING: F 295 1976
 BJ0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0925+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ0925
 BJ0925  HISTORY     - Date     Condition        Report By
 BJ0925  HISTORY     - 1976     MONUMENTED       NGS
 BJ0925  HISTORY     - 1979     GOOD             LADTD
 BJ0925  HISTORY     - 1983     GOOD             LADTD
 BJ0925  HISTORY     - 20060413 GOOD             JCLS
 BJ0925
 BJ0925                          STATION DESCRIPTION
 BJ0925
 BJ0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0925'2.8 MI WEST FROM HAMMOND.
 BJ0925'1.9 MILES WEST ALONG WEST CHURCH STREET FROM THE ILLINOIS CENTRAL
 BJ0925'RAILROAD STATION, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY 190 AT THE
 BJ0925'NORTH ONE OF TWO CONCRETE BRIDGES OVER THE YELLOW WATER RIVER, 25 FT
 BJ0925'NORTH OF THE CENTER LINE OF THE NORTH HIGHWAY LANES IN THE TOP OF
 BJ0925'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, 1.7 FT
 BJ0925'SOUTH OF THE NORTH END OF THE ABUTMENT.
 BJ0925
 BJ0925                          STATION RECOVERY (1979)
 BJ0925
 BJ0925'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0925'RECOVERED IN GOOD CONDITION.
 BJ0925
 BJ0925                          STATION RECOVERY (1983)
 BJ0925
 BJ0925'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0925'RECOVERED IN GOOD CONDITION.
 BJ0925
 BJ0925                          STATION RECOVERY (2006)
 BJ0925
 BJ0925'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BJ0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0090 ***********************************************************************
 BK0090  DESIGNATION -  F 30
 BK0090  PID         -  BK0090
 BK0090  STATE/COUNTY-  LA/ST LANDRY
 BK0090  USGS QUAD   -  OPELOUSAS (1992)
 BK0090
 BK0090                         *CURRENT SURVEY CONTROL
 BK0090  ___________________________________________________________________
 BK0090* NAD 83(1986)-  30 32 09.     (N)    092 03 28.     (W)     SCALED    
 BK0090* NAVD 88     -        17.37   (+/-2cm)      57.0    (feet)  VERTCON   
 BK0090  ___________________________________________________________________
 BK0090  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0090
 BK0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0090
 BK0090.The horizontal coordinates were scaled from a topographic map and have
 BK0090.an estimated accuracy of +/- 6 seconds.
 BK0090
 BK0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0090.The vertical order pertains to the NGVD 29 superseded value.
 BK0090
 BK0090.The geoid height was determined by GEOID03.
 BK0090
 BK0090;                    North         East    Units  Estimated Accuracy
 BK0090;SPC LA S     -   225,880.      930,480.      MT  (+/- 180 meters Scaled)
 BK0090
 BK0090                          SUPERSEDED SURVEY CONTROL
 BK0090
 BK0090  NGVD 29 (??/??/??)   17.336  (m)           56.88   (f) ADJUSTED    2 0
 BK0090
 BK0090.Superseded values are not recommended for survey control.
 BK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0090.See file dsdata.txt to determine how the superseded data were derived.
 BK0090
 BK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP903785(NAD 83)
 BK0090_MARKER: DB = BENCH MARK DISK
 BK0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0090_STAMPING: F 30 1935
 BK0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0090+STABILITY: SURFACE MOTION
 BK0090
 BK0090  HISTORY     - Date     Condition        Report By
 BK0090  HISTORY     - 1935     MONUMENTED       CGS
 BK0090  HISTORY     - 1957     MARK NOT FOUND   USGS
 BK0090  HISTORY     - 1981     MARK NOT FOUND   USGS
 BK0090
 BK0090                          STATION DESCRIPTION
 BK0090
 BK0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0090'1.2 MI E FROM OPELOUSAS.
 BK0090'1.2 MI E OF AND ALONG THE M P R R 39 FEET N OF THE TRACK.  26 FEET W
 BK0090'OF A SIDE ROAD CROSSING RAILWAY.  1 1/2 POLES W OF MILEPOST 592. CLOSE
 BK0090'TO A FENCE CORNER.
 BK0090
 BK0090                          STATION RECOVERY (1957)
 BK0090
 BK0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BK0090'MARK NOT FOUND.
 BK0090
 BK0090                          STATION RECOVERY (1981)
 BK0090
 BK0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BK0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2259 ***********************************************************************
 BX2259  DESIGNATION -  F 301
 BX2259  PID         -  BX2259
 BX2259  STATE/COUNTY-  LA/RAPIDES
 BX2259  USGS QUAD   -  LATANIER (1993)
 BX2259
 BX2259                         *CURRENT SURVEY CONTROL
 BX2259  ___________________________________________________________________
 BX2259* NAD 83(1986)-  31 12 04.     (N)    092 20 34.     (W)     SCALED    
 BX2259* NAVD 88     -        19.901  (meters)      65.29   (feet)  ADJUSTED  
 BX2259  ___________________________________________________________________
 BX2259  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX2259  DYNAMIC HT  -          19.876 (meters)      65.21  (feet)  COMP
 BX2259  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 BX2259
 BX2259  VERT ORDER  -  FIRST     CLASS I
 BX2259
 BX2259.The horizontal coordinates were scaled from a topographic map and have
 BX2259.an estimated accuracy of +/- 6 seconds.
 BX2259
 BX2259.The orthometric height was determined by differential leveling
 BX2259.and adjusted by the National Geodetic Survey in February 1994..
 BX2259
 BX2259.The geoid height was determined by GEOID03.
 BX2259
 BX2259.The dynamic height is computed by dividing the NAVD 88
 BX2259.geopotential number by the normal gravity value computed on the
 BX2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2259.degrees latitude (g = 980.6199 gals.).
 BX2259
 BX2259.The modeled gravity was interpolated from observed gravity values.
 BX2259
 BX2259;                    North         East    Units  Estimated Accuracy
 BX2259;SPC LA N     -    77,750.    1,014,980.      MT  (+/- 180 meters Scaled)
 BX2259
 BX2259                          SUPERSEDED SURVEY CONTROL
 BX2259
 BX2259  NAVD 88 (06/15/91)   19.903  (m)           65.30   (f) UNKNOWN     1 1
 BX2259  NGVD 29 (??/??/??)   19.881  (m)           65.23   (f) ADJUSTED    1 1
 BX2259
 BX2259.Superseded values are not recommended for survey control.
 BX2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2259.See file dsdata.txt to determine how the superseded data were derived.
 BX2259
 BX2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ626520(NAD 83)
 BX2259_MARKER: DB = BENCH MARK DISK
 BX2259_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2259+WITH SETTING: INTO GROUND
 BX2259_SP_SET: METAL ROD WITH BASE PLATE
 BX2259_STAMPING: F 301 1977
 BX2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2259+STABILITY: SURFACE MOTION
 BX2259
 BX2259  HISTORY     - Date     Condition        Report By
 BX2259  HISTORY     - 1977     MONUMENTED       NGS
 BX2259  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2259
 BX2259                          STATION DESCRIPTION
 BX2259
 BX2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2259'1.0 MI SE FROM LATANIER.
 BX2259'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 457 FROM THE JUNCTION OF
 BX2259'STATE HIGHWAY 1 AT LATANIER, 32 FEET SOUTHWEST OF THE CENTER LINE
 BX2259'OF HIGHWAY, 81 FEET SOUTHEAST AND ACROSS HIGHWAY FROM THE CENTER
 BX2259'OF A CATTLE GUARD, 30 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 BX2259'CULVERT, AND 118 FEET WEST OF THE WEST END OF A CULVERT UNDER
 BX2259'DRIVEWAY LEADING TO A BRICK HOUSE.
 BX2259
 BX2259                          STATION RECOVERY (1999)
 BX2259
 BX2259'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2234 ***********************************************************************
 BX2234  DESIGNATION -  F 302
 BX2234  PID         -  BX2234
 BX2234  STATE/COUNTY-  LA/AVOYELLES
 BX2234  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2234
 BX2234                         *CURRENT SURVEY CONTROL
 BX2234  ___________________________________________________________________
 BX2234* NAD 83(1986)-  31 13 49.     (N)    092 05 39.     (W)     SCALED    
 BX2234* NAVD 88     -        18.559  (meters)      60.89   (feet)  ADJUSTED  
 BX2234  ___________________________________________________________________
 BX2234  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX2234  DYNAMIC HT  -          18.536 (meters)      60.81  (feet)  COMP
 BX2234  MODELED GRAV-     979,406.5   (mgal)                       NAVD 88
 BX2234
 BX2234  VERT ORDER  -  FIRST     CLASS I
 BX2234
 BX2234.The horizontal coordinates were scaled from a topographic map and have
 BX2234.an estimated accuracy of +/- 6 seconds.
 BX2234
 BX2234.The orthometric height was determined by differential leveling
 BX2234.and adjusted by the National Geodetic Survey in February 1994..
 BX2234
 BX2234.The geoid height was determined by GEOID03.
 BX2234
 BX2234.The dynamic height is computed by dividing the NAVD 88
 BX2234.geopotential number by the normal gravity value computed on the
 BX2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2234.degrees latitude (g = 980.6199 gals.).
 BX2234
 BX2234.The modeled gravity was interpolated from observed gravity values.
 BX2234
 BX2234;                    North         East    Units  Estimated Accuracy
 BX2234;SPC LA N     -    81,040.    1,038,670.      MT  (+/- 180 meters Scaled)
 BX2234
 BX2234                          SUPERSEDED SURVEY CONTROL
 BX2234
 BX2234  NAVD 88 (06/15/91)   18.568  (m)           60.92   (f) UNKNOWN     1 1
 BX2234  NGVD 29 (??/??/??)   18.523  (m)           60.77   (f) ADJUSTED    1 1
 BX2234
 BX2234.Superseded values are not recommended for survey control.
 BX2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2234.See file dsdata.txt to determine how the superseded data were derived.
 BX2234
 BX2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ862554(NAD 83)
 BX2234_MARKER: DB = BENCH MARK DISK
 BX2234_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2234+WITH SETTING: INTO GROUND
 BX2234_SP_SET: METAL ROD WITH BASE PLATE
 BX2234_STAMPING: F 302 1977
 BX2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2234+STABILITY: SURFACE MOTION
 BX2234
 BX2234  HISTORY     - Date     Condition        Report By
 BX2234  HISTORY     - 1977     MONUMENTED       NGS
 BX2234
 BX2234                          STATION DESCRIPTION
 BX2234
 BX2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2234'4.3 MI EAST FROM EFFIE.
 BX2234'4.3 MILES EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2234'STATE HIGHWAYS 107 AND 115 AT EFFIE, 68 FEET NORTH OF THE CENTER
 BX2234'LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A POWER LINE WITH A
 BX2234'GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2328 ***********************************************************************
 BX2328  DESIGNATION -  F 303
 BX2328  PID         -  BX2328
 BX2328  STATE/COUNTY-  LA/NATCHITOCHES
 BX2328  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2328
 BX2328                         *CURRENT SURVEY CONTROL
 BX2328  ___________________________________________________________________
 BX2328* NAD 83(1986)-  31 46 01.     (N)    093 01 30.     (W)     SCALED    
 BX2328* NAVD 88     -        34.581  (meters)     113.45   (feet)  ADJUSTED  
 BX2328  ___________________________________________________________________
 BX2328  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX2328  DYNAMIC HT  -          34.540 (meters)     113.32  (feet)  COMP
 BX2328  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 BX2328
 BX2328  VERT ORDER  -  FIRST     CLASS I
 BX2328
 BX2328.The horizontal coordinates were scaled from a topographic map and have
 BX2328.an estimated accuracy of +/- 6 seconds.
 BX2328
 BX2328.The orthometric height was determined by differential leveling
 BX2328.and adjusted by the National Geodetic Survey in February 1994..
 BX2328
 BX2328.The geoid height was determined by GEOID03.
 BX2328
 BX2328.The dynamic height is computed by dividing the NAVD 88
 BX2328.geopotential number by the normal gravity value computed on the
 BX2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2328.degrees latitude (g = 980.6199 gals.).
 BX2328
 BX2328.The modeled gravity was interpolated from observed gravity values.
 BX2328
 BX2328;                    North         East    Units  Estimated Accuracy
 BX2328;SPC LA N     -   140,590.      950,270.      MT  (+/- 180 meters Scaled)
 BX2328
 BX2328                          SUPERSEDED SURVEY CONTROL
 BX2328
 BX2328  NAVD 88 (06/15/91)   34.581  (m)          113.45   (f) UNKNOWN     1 1
 BX2328  NGVD 29 (??/??/??)   34.619  (m)          113.58   (f) ADJUSTED    1 1
 BX2328
 BX2328.Superseded values are not recommended for survey control.
 BX2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2328.See file dsdata.txt to determine how the superseded data were derived.
 BX2328
 BX2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR976146(NAD 83)
 BX2328_MARKER: DB = BENCH MARK DISK
 BX2328_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2328+WITH SETTING: INTO GROUND
 BX2328_SP_SET: METAL ROD WITH BASE PLATE
 BX2328_STAMPING: F 303 1977
 BX2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2328+STABILITY: SURFACE MOTION
 BX2328
 BX2328  HISTORY     - Date     Condition        Report By
 BX2328  HISTORY     - 1977     MONUMENTED       NGS
 BX2328
 BX2328                          STATION DESCRIPTION
 BX2328
 BX2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2328'6.3 MI NE FROM NATCHITOCHES.
 BX2328'3.3 MILES NORTHEAST ALONG WILLIAMS AVENUE FROM THE JUNCTION OF THE
 BX2328'NORTH BRIDGE OVE R THE CANE RIVER AT NATCHITOCHES TO THE BETHEL
 BX2328'BAPTIST CHURCH, THENCE 3 MILES SOUTHEAST ALONG THE LEVEE WHICH
 BX2328'IS ALSO A GRAVEL ROAD, 80 YARDS NORTHWEST OF A CATTLE GUARD ON TOP
 BX2328'OF THE LEVEE, 104 FEET SOUTH OF MILEPOST 6, 52 FEET SOUTHWEST OF THE
 BX2328'CENTER OF THE LEVEE, 10 FEET SOUTHEAST OF THE SOUTHEAST GATE POST
 BX2328'AT THE TOE OF THE LEVEE, AND 1 FOOT NORHTEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2351 ***********************************************************************
 BX2351  DESIGNATION -  F 304
 BX2351  PID         -  BX2351
 BX2351  STATE/COUNTY-  LA/NATCHITOCHES
 BX2351  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX2351
 BX2351                         *CURRENT SURVEY CONTROL
 BX2351  ___________________________________________________________________
 BX2351* NAD 83(1986)-  31 52 48.     (N)    093 12 59.     (W)     SCALED    
 BX2351* NAVD 88     -        37.797  (meters)     124.01   (feet)  ADJUSTED  
 BX2351  ___________________________________________________________________
 BX2351  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2351  DYNAMIC HT  -          37.753 (meters)     123.86  (feet)  COMP
 BX2351  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 BX2351
 BX2351  VERT ORDER  -  FIRST     CLASS I
 BX2351
 BX2351.The horizontal coordinates were scaled from a topographic map and have
 BX2351.an estimated accuracy of +/- 6 seconds.
 BX2351
 BX2351.The orthometric height was determined by differential leveling
 BX2351.and adjusted by the National Geodetic Survey in February 1994..
 BX2351
 BX2351.The geoid height was determined by GEOID03.
 BX2351
 BX2351.The dynamic height is computed by dividing the NAVD 88
 BX2351.geopotential number by the normal gravity value computed on the
 BX2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2351.degrees latitude (g = 980.6199 gals.).
 BX2351
 BX2351.The modeled gravity was interpolated from observed gravity values.
 BX2351
 BX2351;                    North         East    Units  Estimated Accuracy
 BX2351;SPC LA N     -   153,230.      932,220.      MT  (+/- 180 meters Scaled)
 BX2351
 BX2351                          SUPERSEDED SURVEY CONTROL
 BX2351
 BX2351  NAVD 88 (06/15/91)   37.797  (m)          124.01   (f) UNKNOWN     1 1
 BX2351  NGVD 29 (??/??/??)   37.850  (m)          124.18   (f) ADJUSTED    1 1
 BX2351
 BX2351.Superseded values are not recommended for survey control.
 BX2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2351.See file dsdata.txt to determine how the superseded data were derived.
 BX2351
 BX2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR795271(NAD 83)
 BX2351_MARKER: DB = BENCH MARK DISK
 BX2351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2351_SP_SET: COPPER-CLAD STEEL ROD
 BX2351_STAMPING: F 304 1977
 BX2351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2351
 BX2351  HISTORY     - Date     Condition        Report By
 BX2351  HISTORY     - 1977     MONUMENTED       NGS
 BX2351  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2351  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2351
 BX2351                          STATION DESCRIPTION
 BX2351
 BX2351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2351'1.0 MI NW FROM POWHATAN.
 BX2351'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX2351'POWHATAN, 100 FEET NORTH OF THE NORTHWEST CORNER OF THE NORTHEAST
 BX2351'CONCRETE HEADWALL FOR A CULVERT UNDER THE HIGHWAY , 101 FEET NORTH-
 BX2351'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTH-
 BX2351'SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL OF THE TRACKS, AND 1 FOOT
 BX2351'NORTHWEST OF AN ORANGE WITNESS POST.
 BX2351
 BX2351                          STATION RECOVERY (1995)
 BX2351
 BX2351'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2351'MARK NOT FOUND.
 BX2351
 BX2351                          STATION RECOVERY (2001)
 BX2351
 BX2351'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX2351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2103 ***********************************************************************
 CQ2103  DESIGNATION -  F 305
 CQ2103  PID         -  CQ2103
 CQ2103  STATE/COUNTY-  LA/RED RIVER
 CQ2103  USGS QUAD   -  HARMON (1980)
 CQ2103
 CQ2103                         *CURRENT SURVEY CONTROL
 CQ2103  ___________________________________________________________________
 CQ2103* NAD 83(1986)-  32 03 57.     (N)    093 25 41.     (W)     SCALED    
 CQ2103* NAVD 88     -        40.753  (meters)     133.70   (feet)  ADJUSTED  
 CQ2103  ___________________________________________________________________
 CQ2103  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2103  DYNAMIC HT  -          40.706 (meters)     133.55  (feet)  COMP
 CQ2103  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CQ2103
 CQ2103  VERT ORDER  -  FIRST     CLASS I
 CQ2103
 CQ2103.The horizontal coordinates were scaled from a topographic map and have
 CQ2103.an estimated accuracy of +/- 6 seconds.
 CQ2103
 CQ2103.The orthometric height was determined by differential leveling
 CQ2103.and adjusted by the National Geodetic Survey in February 1994..
 CQ2103
 CQ2103.The geoid height was determined by GEOID03.
 CQ2103
 CQ2103.The dynamic height is computed by dividing the NAVD 88
 CQ2103.geopotential number by the normal gravity value computed on the
 CQ2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2103.degrees latitude (g = 980.6199 gals.).
 CQ2103
 CQ2103.The modeled gravity was interpolated from observed gravity values.
 CQ2103
 CQ2103;                    North         East    Units  Estimated Accuracy
 CQ2103;SPC LA N     -   173,990.      912,380.      MT  (+/- 180 meters Scaled)
 CQ2103
 CQ2103                          SUPERSEDED SURVEY CONTROL
 CQ2103
 CQ2103  NAVD 88 (06/15/91)   40.752  (m)          133.70   (f) UNKNOWN     1 1
 CQ2103  NGVD 29 (??/??/??)   40.812  (m)          133.90   (f) ADJUSTED    1 1
 CQ2103
 CQ2103.Superseded values are not recommended for survey control.
 CQ2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2103.See file dsdata.txt to determine how the superseded data were derived.
 CQ2103
 CQ2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR595478(NAD 83)
 CQ2103_MARKER: DB = BENCH MARK DISK
 CQ2103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2103_SP_SET: BRIDGE ABUTMENT
 CQ2103_STAMPING: F 305 1977
 CQ2103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2103
 CQ2103  HISTORY     - Date     Condition        Report By
 CQ2103  HISTORY     - 1977     MONUMENTED       NGS
 CQ2103
 CQ2103                          STATION DESCRIPTION
 CQ2103
 CQ2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2103'7.4 MI NW FROM COUSHATTA.
 CQ2103'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ2103'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 4.9 MILES NORTHWEST
 CQ2103'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, IN TOP OF THE CENTER
 CQ2103'OF THE NORTHEAST HEADWALL OF A CONCRETE BOX CULVERT, 43 FEET
 CQ2103'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 23 FEET SOUTHEAST OF
 CQ2103'A POWER POLE WITH 2 TRANSFORMERS, AND 16 FEET SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2137 ***********************************************************************
 CQ2137  DESIGNATION -  F 306
 CQ2137  PID         -  CQ2137
 CQ2137  STATE/COUNTY-  LA/CADDO
 CQ2137  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2137
 CQ2137                         *CURRENT SURVEY CONTROL
 CQ2137  ___________________________________________________________________
 CQ2137* NAD 83(1986)-  32 36 49.     (N)    093 46 08.     (W)     SCALED    
 CQ2137* NAVD 88     -        54.548  (meters)     178.96   (feet)  ADJUSTED  
 CQ2137  ___________________________________________________________________
 CQ2137  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2137  DYNAMIC HT  -          54.487 (meters)     178.76  (feet)  COMP
 CQ2137  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CQ2137
 CQ2137  VERT ORDER  -  FIRST     CLASS I
 CQ2137
 CQ2137.The horizontal coordinates were scaled from a topographic map and have
 CQ2137.an estimated accuracy of +/- 6 seconds.
 CQ2137
 CQ2137.The orthometric height was determined by differential leveling
 CQ2137.and adjusted by the National Geodetic Survey in June 1991..
 CQ2137
 CQ2137.The geoid height was determined by GEOID03.
 CQ2137
 CQ2137.The dynamic height is computed by dividing the NAVD 88
 CQ2137.geopotential number by the normal gravity value computed on the
 CQ2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2137.degrees latitude (g = 980.6199 gals.).
 CQ2137
 CQ2137.The modeled gravity was interpolated from observed gravity values.
 CQ2137
 CQ2137;                    North         East    Units  Estimated Accuracy
 CQ2137;SPC LA N     -   235,050.      880,910.      MT  (+/- 180 meters Scaled)
 CQ2137
 CQ2137                          SUPERSEDED SURVEY CONTROL
 CQ2137
 CQ2137  NGVD 29 (??/??/??)   54.603  (m)          179.14   (f) ADJUSTED    1 1
 CQ2137
 CQ2137.Superseded values are not recommended for survey control.
 CQ2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2137.See file dsdata.txt to determine how the superseded data were derived.
 CQ2137
 CQ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS278087(NAD 83)
 CQ2137_MARKER: DB = BENCH MARK DISK
 CQ2137_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2137+WITH SETTING: INTO GROUND
 CQ2137_SP_SET: METAL ROD WITH BASE PLATE
 CQ2137_STAMPING: F 306 1977
 CQ2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2137+STABILITY: SURFACE MOTION
 CQ2137
 CQ2137  HISTORY     - Date     Condition        Report By
 CQ2137  HISTORY     - 1977     MONUMENTED       NGS
 CQ2137  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2137
 CQ2137                          STATION DESCRIPTION
 CQ2137
 CQ2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2137'7.0 MI SE FROM DIXIE.
 CQ2137'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE
 CQ2137'IN DIXIE, 169 FEET EAST OF THE CENTERLINE OF HIGHWAY, IN LINE WITH
 CQ2137'THREE POWERLINE POLES, 132 FEET EAST OF A JUNCTION POWERLINE POLE,
 CQ2137'66 FEET SOUTH OF OF THE SOUTHEAST POST OF A TRACTOR SHED, 56 FEET
 CQ2137'NORTH OF A T FENCE JUNCTION, 28 FEET WEST OF THE CENTER OF THE
 CQ2137'LEVEE, AND 1 FOOT EAST OF A BARBED WIRE FENCE.
 CQ2137
 CQ2137                          STATION RECOVERY (1999)
 CQ2137
 CQ2137'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2169 ***********************************************************************
 CQ2169  DESIGNATION -  F 307
 CQ2169  PID         -  CQ2169
 CQ2169  STATE/COUNTY-  LA/CADDO
 CQ2169  USGS QUAD   -  GILLIAM (1971)
 CQ2169
 CQ2169                         *CURRENT SURVEY CONTROL
 CQ2169  ___________________________________________________________________
 CQ2169* NAD 83(1986)-  32 50 34.     (N)    093 48 02.     (W)     SCALED    
 CQ2169* NAVD 88     -        59.208  (meters)     194.25   (feet)  ADJUSTED  
 CQ2169  ___________________________________________________________________
 CQ2169  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ2169  DYNAMIC HT  -          59.142 (meters)     194.03  (feet)  COMP
 CQ2169  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 CQ2169
 CQ2169  VERT ORDER  -  FIRST     CLASS I
 CQ2169
 CQ2169.The horizontal coordinates were scaled from a topographic map and have
 CQ2169.an estimated accuracy of +/- 6 seconds.
 CQ2169
 CQ2169.The orthometric height was determined by differential leveling
 CQ2169.and adjusted by the National Geodetic Survey in June 1991..
 CQ2169
 CQ2169.The geoid height was determined by GEOID03.
 CQ2169
 CQ2169.The dynamic height is computed by dividing the NAVD 88
 CQ2169.geopotential number by the normal gravity value computed on the
 CQ2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2169.degrees latitude (g = 980.6199 gals.).
 CQ2169
 CQ2169.The modeled gravity was interpolated from observed gravity values.
 CQ2169
 CQ2169;                    North         East    Units  Estimated Accuracy
 CQ2169;SPC LA N     -   260,500.      878,240.      MT  (+/- 180 meters Scaled)
 CQ2169
 CQ2169                          SUPERSEDED SURVEY CONTROL
 CQ2169
 CQ2169  NGVD 29 (??/??/??)   59.258  (m)          194.42   (f) ADJUSTED    1 1
 CQ2169
 CQ2169.Superseded values are not recommended for survey control.
 CQ2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2169.See file dsdata.txt to determine how the superseded data were derived.
 CQ2169
 CQ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS250341(NAD 83)
 CQ2169_MARKER: DB = BENCH MARK DISK
 CQ2169_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2169+WITH SETTING: INTO GROUND
 CQ2169_SP_SET: METAL ROD WITH BASE PLATE
 CQ2169_STAMPING: F 307 1977
 CQ2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2169+STABILITY: SURFACE MOTION
 CQ2169
 CQ2169  HISTORY     - Date     Condition        Report By
 CQ2169  HISTORY     - 1977     MONUMENTED       NGS
 CQ2169
 CQ2169                          STATION DESCRIPTION
 CQ2169
 CQ2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2169'5.3 MI NE FROM GILLIAM.
 CQ2169'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE TEXAS AND PACIFIC
 CQ2169'RAILROAD CROSSING AT GILLIAM, THENCE 3.1 MILES EAST ALONG SARTOR
 CQ2169'ROAD, THENCE 2.1 MILES NORTH ALONG THE LEVEE, 47 FEET SOUTH OF THE
 CQ2169'CENTER OF THE LEVEE, 43 FEET WEST OF THE CENTER OF A TRACK ROAD,
 CQ2169'88 FEET NORTH OF POWERLINE POLE NO 15, 27 FEET NORTH OF THE CENTER
 CQ2169'OF A DIRT ROAD AND 75 FEET NORTH-NORTHWEST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2410 ***********************************************************************
 CQ2410  DESIGNATION -  F 329
 CQ2410  PID         -  CQ2410
 CQ2410  STATE/COUNTY-  LA/WEBSTER
 CQ2410  USGS QUAD   -  FRYEBURG (1986)
 CQ2410
 CQ2410                         *CURRENT SURVEY CONTROL
 CQ2410  ___________________________________________________________________
 CQ2410* NAD 83(1986)-  32 28 48.     (N)    093 14 13.     (W)     SCALED    
 CQ2410* NAVD 88     -        70.44   (+/-2cm)     231.1    (feet)  VERTCON   
 CQ2410  ___________________________________________________________________
 CQ2410  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2410
 CQ2410  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2410
 CQ2410.The horizontal coordinates were scaled from a topographic map and have
 CQ2410.an estimated accuracy of +/- 6 seconds.
 CQ2410
 CQ2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2410.The vertical order pertains to the NGVD 29 superseded value.
 CQ2410
 CQ2410.The geoid height was determined by GEOID03.
 CQ2410
 CQ2410;                    North         East    Units  Estimated Accuracy
 CQ2410;SPC LA N     -   219,770.      930,730.      MT  (+/- 180 meters Scaled)
 CQ2410
 CQ2410                          SUPERSEDED SURVEY CONTROL
 CQ2410
 CQ2410  NGVD 29 (??/??/??)   70.509  (m)          231.33   (f) ADJUSTED    1 1
 CQ2410
 CQ2410.Superseded values are not recommended for survey control.
 CQ2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2410.See file dsdata.txt to determine how the superseded data were derived.
 CQ2410
 CQ2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR777936(NAD 83)
 CQ2410_MARKER: DB = BENCH MARK DISK
 CQ2410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2410_SP_SET: 50 FT 5/8 IN ROD
 CQ2410_STAMPING: F 329 1977
 CQ2410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2410+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 CQ2410
 CQ2410  HISTORY     - Date     Condition        Report By
 CQ2410  HISTORY     - 1977     MONUMENTED       NGS
 CQ2410  HISTORY     - 20000205 GOOD             USPSQD
 CQ2410  HISTORY     - 20060309 GOOD             USPSQD
 CQ2410
 CQ2410                          STATION DESCRIPTION
 CQ2410
 CQ2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2410'4.3 MI S FROM DUBBERLY.
 CQ2410'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2410'ERLY, 109 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH PARISH RD
 CQ2410'171, 80 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTHEAST
 CQ2410'OF A JUNCTION POWERLINE POLE WITH A GUY WIRE, 64 FT SOUTH OF THE
 CQ2410'CENTER LINE OF THE ROAD, SOUTH OF AND ACROSS THE ROAD FR THE CENTRAL
 CQ2410'JUNIOR HIGH SCHOOL, DRIVEN TO GRADUAL REFUSAL AT 50 FEET.
 CQ2410'THE BENCH MARK IS ALSO 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 531
 CQ2410'FROM THE POSTOFFICE AT HEFLIN.
 CQ2410'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 50 FT ENCASED
 CQ2410'IN A PIPE PROJECTING +1 INCHES.
 CQ2410'2 FEET ABOVE ROAD
 CQ2410'1 FOOT WEST OF A WITNESS POST.
 CQ2410
 CQ2410                          STATION RECOVERY (2000)
 CQ2410
 CQ2410'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2410'RECOVERED IN GOOD CONDITION.
 CQ2410
 CQ2410                          STATION RECOVERY (2006)
 CQ2410
 CQ2410'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 CQ2410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2434 ***********************************************************************
 CQ2434  DESIGNATION -  F 330
 CQ2434  PID         -  CQ2434
 CQ2434  STATE/COUNTY-  LA/BIENVILLE
 CQ2434  USGS QUAD   -  FRYEBURG (1986)
 CQ2434
 CQ2434                         *CURRENT SURVEY CONTROL
 CQ2434  ___________________________________________________________________
 CQ2434* NAD 83(1986)-  32 26 19.     (N)    093 14 12.     (W)     SCALED    
 CQ2434* NAVD 88     -        90.27   (+/-2cm)     296.2    (feet)  VERTCON   
 CQ2434  ___________________________________________________________________
 CQ2434  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2434
 CQ2434  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2434
 CQ2434.The horizontal coordinates were scaled from a topographic map and have
 CQ2434.an estimated accuracy of +/- 6 seconds.
 CQ2434
 CQ2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2434.The vertical order pertains to the NGVD 29 superseded value.
 CQ2434
 CQ2434.The geoid height was determined by GEOID03.
 CQ2434
 CQ2434;                    North         East    Units  Estimated Accuracy
 CQ2434;SPC LA N     -   215,180.      930,730.      MT  (+/- 180 meters Scaled)
 CQ2434
 CQ2434                          SUPERSEDED SURVEY CONTROL
 CQ2434
 CQ2434  NGVD 29 (??/??/??)   90.330  (m)          296.36   (f) ADJUSTED    1 1
 CQ2434
 CQ2434.Superseded values are not recommended for survey control.
 CQ2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2434.See file dsdata.txt to determine how the superseded data were derived.
 CQ2434
 CQ2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR777890(NAD 83)
 CQ2434_MARKER: DB = BENCH MARK DISK
 CQ2434_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2434+WITH SETTING: INTO GROUND
 CQ2434_SP_SET: 4 FT 5/8 IN ROD
 CQ2434_STAMPING: F 330 1977
 CQ2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2434+STABILITY: SURFACE MOTION
 CQ2434
 CQ2434  HISTORY     - Date     Condition        Report By
 CQ2434  HISTORY     - 1977     MONUMENTED       NGS
 CQ2434
 CQ2434                          STATION DESCRIPTION
 CQ2434
 CQ2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2434'2.0 MI N FROM DUBBERLY.
 CQ2434'1.8 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2434'ERLY, 109 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH PARISH RD
 CQ2434'171, 80 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTHEAST
 CQ2434'OF A JUNCTION POWERLINE POLE WITH A GUY WIRE, 64 FT SOUTH OF THE
 CQ2434'CENTER LINE OF THE ROAD, SOUTH OF AND ACROSS THE ROAD FR THE CENTRAL
 CQ2434'JUNIOR HIGH SCHOOL, DRIVEN TO GRADUAL REFUSAL AT 50 FEET.
 CQ2434'THE BENCH MARK IS ALSO 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 531
 CQ2434'FROM THE POSTOFFICE AT HEFLIN.
 CQ2434'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 50 FT ENCASED
 CQ2434'IN A PIPE PROJECTING +1 INCHES.
 CQ2434'2 FEET ABOVE ROAD
 CQ2434'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2451 ***********************************************************************
 CQ2451  DESIGNATION -  F 333
 CQ2451  PID         -  CQ2451
 CQ2451  STATE/COUNTY-  LA/BIENVILLE
 CQ2451  USGS QUAD   -  SALINE (1986)
 CQ2451
 CQ2451                         *CURRENT SURVEY CONTROL
 CQ2451  ___________________________________________________________________
 CQ2451* NAD 83(1986)-  32 14 20.     (N)    092 56 13.     (W)     SCALED    
 CQ2451* NAVD 88     -        77.60   (+/-2cm)     254.6    (feet)  VERTCON   
 CQ2451  ___________________________________________________________________
 CQ2451  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2451
 CQ2451  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2451
 CQ2451.The horizontal coordinates were scaled from a topographic map and have
 CQ2451.an estimated accuracy of +/- 6 seconds.
 CQ2451
 CQ2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2451.The vertical order pertains to the NGVD 29 superseded value.
 CQ2451
 CQ2451.The geoid height was determined by GEOID03.
 CQ2451
 CQ2451;                    North         East    Units  Estimated Accuracy
 CQ2451;SPC LA N     -   192,880.      958,820.      MT  (+/- 180 meters Scaled)
 CQ2451
 CQ2451                          SUPERSEDED SURVEY CONTROL
 CQ2451
 CQ2451  NGVD 29 (??/??/??)   77.653  (m)          254.77   (f) ADJUSTED    1 1
 CQ2451
 CQ2451.Superseded values are not recommended for survey control.
 CQ2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2451.See file dsdata.txt to determine how the superseded data were derived.
 CQ2451
 CQ2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR059669(NAD 83)
 CQ2451_MARKER: DB = BENCH MARK DISK
 CQ2451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2451_SP_SET: 13
 CQ2451_STAMPING: F 333 1977
 CQ2451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2451
 CQ2451  HISTORY     - Date     Condition        Report By
 CQ2451  HISTORY     - 1977     MONUMENTED       NGS
 CQ2451
 CQ2451                          STATION DESCRIPTION
 CQ2451
 CQ2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2451'6.5 MI SW FROM FRIENDSHIP.
 CQ2451'3.6 MILES SOUTHWEST ON STATE HIGHWAY 155 FROM THE JUNCTION OF STATE
 CQ2451'HIGHWAYS 4 AND 501 AT FRIENDSHIP, THENCE 0.2 MILE WEST ON A DIRT
 CQ2451'ROAD TO A FORK, TAKE RIGHT FORK FOR 1.3 MILE TO A T ROAD, THENCE
 CQ2451'RIGHT FOR 1 MILE TO A SIDE ROAD LEADING SOUTHEAST, THENCE SOUTHEAST
 CQ2451'ON SIDE ROAD FOR 0.35 MILE TO A SHARP CURVE IN ROAD AND TRACK ROAD
 CQ2451'LEADING INTO WOODS, 19 FEET NORTH OF THE CENTER OF TRACK ROAD AND
 CQ2451'200 FEET NORTHEAST OF THE CURVE IN MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1806 ***********************************************************************
 BW1806  DESIGNATION -  F 336
 BW1806  PID         -  BW1806
 BW1806  STATE/COUNTY-  LA/CONCORDIA
 BW1806  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1806
 BW1806                         *CURRENT SURVEY CONTROL
 BW1806  ___________________________________________________________________
 BW1806* NAD 83(1986)-  31 12 49.     (N)    091 38 03.     (W)     SCALED    
 BW1806* NAVD 88     -        20.977  (meters)      68.82   (feet)  ADJUSTED  
 BW1806  ___________________________________________________________________
 BW1806  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BW1806  DYNAMIC HT  -          20.951 (meters)      68.74  (feet)  COMP
 BW1806  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 BW1806
 BW1806  VERT ORDER  -  FIRST     CLASS II
 BW1806
 BW1806.The horizontal coordinates were scaled from a topographic map and have
 BW1806.an estimated accuracy of +/- 6 seconds.
 BW1806
 BW1806.The orthometric height was determined by differential leveling
 BW1806.and adjusted by the National Geodetic Survey in February 1994..
 BW1806
 BW1806.The geoid height was determined by GEOID03.
 BW1806
 BW1806.The dynamic height is computed by dividing the NAVD 88
 BW1806.geopotential number by the normal gravity value computed on the
 BW1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1806.degrees latitude (g = 980.6199 gals.).
 BW1806
 BW1806.The modeled gravity was interpolated from observed gravity values.
 BW1806
 BW1806;                    North         East    Units  Estimated Accuracy
 BW1806;SPC LA N     -    79,450.    1,082,500.      MT  (+/- 180 meters Scaled)
 BW1806
 BW1806                          SUPERSEDED SURVEY CONTROL
 BW1806
 BW1806  NAVD 88 (06/15/91)   21.000  (m)           68.90   (f) UNKNOWN     1 2
 BW1806  NGVD 29 (??/??/??)   20.953  (m)           68.74   (f) ADJUSTED    1 2
 BW1806
 BW1806.Superseded values are not recommended for survey control.
 BW1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1806.See file dsdata.txt to determine how the superseded data were derived.
 BW1806
 BW1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ301540(NAD 83)
 BW1806_MARKER: DB = BENCH MARK DISK
 BW1806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1806_SP_SET: STAINLESS STEEL ROD
 BW1806_STAMPING: F 336 1979
 BW1806_PROJECTION: RECESSED 5 CENTIMETERS
 BW1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1806_ROD/PIPE-DEPTH: 7.62 meters
 BW1806
 BW1806  HISTORY     - Date     Condition        Report By
 BW1806  HISTORY     - 1979     MONUMENTED       NGS
 BW1806
 BW1806                          STATION DESCRIPTION
 BW1806
 BW1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1806'1.75 MI NORTH FROM SHAW.
 BW1806'1.75 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW1806'HIGHWAY 910 AT SHAW, 0.1 MILE SOUTHEAST OF A DIRT ROAD LEADING NORTH
 BW1806'ACROSS THE LEVEE, 0.35 MILE NORTHWEST OF A DIRT ROAD LEADING SOUTH
 BW1806'TO A FARM HOUSE, 2.4 FEET NORTHEAST OF MILE POST 26, 43.6 FEET
 BW1806'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD ON TOP OF THE LEVEE,
 BW1806'AND 20.0 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 15.
 BW1806'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1806'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1852 ***********************************************************************
 BW1852  DESIGNATION -  F 337
 BW1852  PID         -  BW1852
 BW1852  STATE/COUNTY-  LA/CONCORDIA
 BW1852  USGS QUAD   -  SPOKANE (1976)
 BW1852
 BW1852                         *CURRENT SURVEY CONTROL
 BW1852  ___________________________________________________________________
 BW1852* NAD 83(1986)-  31 39 13.     (N)    091 28 56.     (W)     SCALED    
 BW1852* NAVD 88     -        24.771  (meters)      81.27   (feet)  ADJUSTED  
 BW1852  ___________________________________________________________________
 BW1852  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1852  DYNAMIC HT  -          24.742 (meters)      81.17  (feet)  COMP
 BW1852  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 BW1852
 BW1852  VERT ORDER  -  FIRST     CLASS II
 BW1852
 BW1852.The horizontal coordinates were scaled from a topographic map and have
 BW1852.an estimated accuracy of +/- 6 seconds.
 BW1852
 BW1852.The orthometric height was determined by differential leveling
 BW1852.and adjusted by the National Geodetic Survey in February 1994..
 BW1852
 BW1852.The geoid height was determined by GEOID03.
 BW1852
 BW1852.The dynamic height is computed by dividing the NAVD 88
 BW1852.geopotential number by the normal gravity value computed on the
 BW1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1852.degrees latitude (g = 980.6199 gals.).
 BW1852
 BW1852.The modeled gravity was interpolated from observed gravity values.
 BW1852
 BW1852;                    North         East    Units  Estimated Accuracy
 BW1852;SPC LA N     -   128,360.    1,096,520.      MT  (+/- 180 meters Scaled)
 BW1852
 BW1852                          SUPERSEDED SURVEY CONTROL
 BW1852
 BW1852  NAVD 88 (06/15/91)   24.787  (m)           81.32   (f) UNKNOWN     1 2
 BW1852  NGVD 29 (??/??/??)   24.774  (m)           81.28   (f) ADJUSTED    1 2
 BW1852
 BW1852.Superseded values are not recommended for survey control.
 BW1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1852.See file dsdata.txt to determine how the superseded data were derived.
 BW1852
 BW1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR439030(NAD 83)
 BW1852_MARKER: DB = BENCH MARK DISK
 BW1852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1852_SP_SET: STAINLESS STEEL ROD
 BW1852_STAMPING: F 337 1979
 BW1852_PROJECTION: RECESSED 3 CENTIMETERS
 BW1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1852_ROD/PIPE-DEPTH: 7.62 meters
 BW1852
 BW1852  HISTORY     - Date     Condition        Report By
 BW1852  HISTORY     - 1979     MONUMENTED       NGS
 BW1852
 BW1852                          STATION DESCRIPTION
 BW1852
 BW1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1852'9.35 MI SE FROM FERRIDAY.
 BW1852'3.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE JUNCTION
 BW1852'OF THE MENTIONED HIGHWAYS AT FERRIDAY, THENCE 5.6 MILES NORTHEAST
 BW1852'ALONG STATE HIGHWAY 3196 TO A CATTLE GUARD AND THE MARK ON THE LEFT,
 BW1852'6.0 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 569 AT THE
 BW1852'SOUTHEAST END OF LAKE ST. JOHN, 31 FEET NORTHWEST OF THE CENTER LINE
 BW1852'OF THE HIGHWAY AND THE CATTLE GUARD, 198 FEET EAST OF A POWER POLE
 BW1852'WITH NO NUMBER, AND 1 FOOT SOUTHWEST OF A BARB WIRE FENCE LEADING UP
 BW1852'THE LEVEE TO THE CATTLE GUARD.
 BW1852'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1852'THE MARK IS 8 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2286 ***********************************************************************
 CP2286  DESIGNATION -  F 338
 CP2286  PID         -  CP2286
 CP2286  STATE/COUNTY-  LA/TENSAS
 CP2286  USGS QUAD   -  NEWELLTON (1994)
 CP2286
 CP2286                         *CURRENT SURVEY CONTROL
 CP2286  ___________________________________________________________________
 CP2286* NAD 83(1986)-  32 04 33.     (N)    091 10 56.     (W)     SCALED    
 CP2286* NAVD 88     -        22.262  (meters)      73.04   (feet)  ADJUSTED  
 CP2286  ___________________________________________________________________
 CP2286  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2286  DYNAMIC HT  -          22.237 (meters)      72.96  (feet)  COMP
 CP2286  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 CP2286
 CP2286  VERT ORDER  -  FIRST     CLASS II
 CP2286
 CP2286.The horizontal coordinates were scaled from a topographic map and have
 CP2286.an estimated accuracy of +/- 6 seconds.
 CP2286
 CP2286.The orthometric height was determined by differential leveling
 CP2286.and adjusted by the National Geodetic Survey in February 1994..
 CP2286
 CP2286.The geoid height was determined by GEOID03.
 CP2286
 CP2286.The dynamic height is computed by dividing the NAVD 88
 CP2286.geopotential number by the normal gravity value computed on the
 CP2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2286.degrees latitude (g = 980.6199 gals.).
 CP2286
 CP2286.The modeled gravity was interpolated from observed gravity values.
 CP2286
 CP2286;                    North         East    Units  Estimated Accuracy
 CP2286;SPC LA N     -   175,480.    1,124,410.      MT  (+/- 180 meters Scaled)
 CP2286
 CP2286                          SUPERSEDED SURVEY CONTROL
 CP2286
 CP2286  NAVD 88 (06/15/91)   22.269  (m)           73.06   (f) UNKNOWN     1 2
 CP2286  NGVD 29 (??/??/??)   22.284  (m)           73.11   (f) ADJUSTED    1 2
 CP2286
 CP2286.Superseded values are not recommended for survey control.
 CP2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2286.See file dsdata.txt to determine how the superseded data were derived.
 CP2286
 CP2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR715502(NAD 83)
 CP2286_MARKER: DB = BENCH MARK DISK
 CP2286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2286_SP_SET: STAINLESS STEEL ROD
 CP2286_STAMPING: F 338 1979
 CP2286_PROJECTION: RECESSED 5 CENTIMETERS
 CP2286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2286_ROD/PIPE-DEPTH: 9.14 meters
 CP2286
 CP2286  HISTORY     - Date     Condition        Report By
 CP2286  HISTORY     - 1979     MONUMENTED       NGS
 CP2286
 CP2286                          STATION DESCRIPTION
 CP2286
 CP2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2286'19.2 MI NE FROM ST JOSEPH.
 CP2286'19.2 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2286'JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, 0.45 MILE NORTH OF A
 CP2286'CATTLE GUARD, 0.05 MILE WEST OF LEVEE STATION MARKER 5000, AT THE
 CP2286'JUNCTION OF A TRAIL ROAD LEADING WEST TO A GATE IN THE FENCE, 88 FEET
 CP2286'EAST OF THE SOUTH END OF A PIPE CULVERT, 16 FEET SOUTH OF THE CENTER
 CP2286'OF THE GATE, AND 1 FOOT EAST OF A FENCE AND GATE POST.
 CP2286'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CP2286'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0555 ***********************************************************************
 CQ0555  DESIGNATION -  F 3401 LAGS
 CQ0555  PID         -  CQ0555
 CQ0555  STATE/COUNTY-  LA/JACKSON
 CQ0555  USGS QUAD   -  CHATHAM (1982)
 CQ0555
 CQ0555                         *CURRENT SURVEY CONTROL
 CQ0555  ___________________________________________________________________
 CQ0555* NAD 83(1986)-  32 15 46.     (N)    092 28 20.     (W)     SCALED    
 CQ0555* NAVD 88     -        83.24   (+/-2cm)     273.1    (feet)  VERTCON   
 CQ0555  ___________________________________________________________________
 CQ0555  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0555
 CQ0555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0555
 CQ0555.The horizontal coordinates were scaled from a topographic map and have
 CQ0555.an estimated accuracy of +/- 6 seconds.
 CQ0555
 CQ0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0555.The vertical order pertains to the NGVD 29 superseded value.
 CQ0555
 CQ0555.The geoid height was determined by GEOID03.
 CQ0555
 CQ0555;                    North         East    Units  Estimated Accuracy
 CQ0555;SPC LA N     -   195,450.    1,002,620.      MT  (+/- 180 meters Scaled)
 CQ0555
 CQ0555                          SUPERSEDED SURVEY CONTROL
 CQ0555
 CQ0555  NGVD 29 (??/??/??)   83.277  (m)          273.22   (f) ADJUSTED    2 0
 CQ0555
 CQ0555.Superseded values are not recommended for survey control.
 CQ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0555.See file dsdata.txt to determine how the superseded data were derived.
 CQ0555
 CQ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR497696(NAD 83)
 CQ0555_MARKER: DD = SURVEY DISK
 CQ0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0555_STAMPING: F 3401
 CQ0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0555+STABILITY: SURFACE MOTION
 CQ0555
 CQ0555  HISTORY     - Date     Condition        Report By
 CQ0555  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0555  HISTORY     - 1950     GOOD             CGS
 CQ0555  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0555
 CQ0555                          STATION DESCRIPTION
 CQ0555
 CQ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0555'3.5 MI SW FROM CHATHAM.
 CQ0555'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLES BANK
 CQ0555'AT CHATHAM, ON THE TOP OF A CUT BANK AT THE SUMMIT OF A HILL, ABOUT
 CQ0555'250 FEET WEST OF THE TREMONT AND GULF RAILROAD TRACKS, 0.3 MILE SOUTH
 CQ0555'OF MILEPOST NO. 20, 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 10
 CQ0555'FEET EAST OF A CONCRETE REFERENCE POST, ABOUT 8 FEET ABOVE HIGHWAY
 CQ0555'LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CQ0555'GROUND.
 CQ0555
 CQ0555                          STATION RECOVERY (1978)
 CQ0555
 CQ0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0554 ***********************************************************************
 CQ0554  DESIGNATION -  F 3402 LAGS
 CQ0554  PID         -  CQ0554
 CQ0554  STATE/COUNTY-  LA/JACKSON
 CQ0554  USGS QUAD   -  CHATHAM (1982)
 CQ0554
 CQ0554                         *CURRENT SURVEY CONTROL
 CQ0554  ___________________________________________________________________
 CQ0554* NAD 83(1986)-  32 16 00.     (N)    092 28 26.     (W)     SCALED    
 CQ0554* NAVD 88     -        85.88   (+/-2cm)     281.8    (feet)  VERTCON   
 CQ0554  ___________________________________________________________________
 CQ0554  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0554
 CQ0554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0554
 CQ0554.The horizontal coordinates were scaled from a topographic map and have
 CQ0554.an estimated accuracy of +/- 6 seconds.
 CQ0554
 CQ0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0554.The vertical order pertains to the NGVD 29 superseded value.
 CQ0554
 CQ0554.The geoid height was determined by GEOID03.
 CQ0554
 CQ0554;                    North         East    Units  Estimated Accuracy
 CQ0554;SPC LA N     -   195,880.    1,002,460.      MT  (+/- 180 meters Scaled)
 CQ0554
 CQ0554                          SUPERSEDED SURVEY CONTROL
 CQ0554
 CQ0554  NGVD 29 (??/??/??)   85.922  (m)          281.90   (f) ADJUSTED    2 0
 CQ0554
 CQ0554.Superseded values are not recommended for survey control.
 CQ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0554.See file dsdata.txt to determine how the superseded data were derived.
 CQ0554
 CQ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR495701(NAD 83)
 CQ0554_MARKER: DD = SURVEY DISK
 CQ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0554_STAMPING: F 3402
 CQ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0554+STABILITY: SURFACE MOTION
 CQ0554
 CQ0554  HISTORY     - Date     Condition        Report By
 CQ0554  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0554  HISTORY     - 1950     GOOD             CGS
 CQ0554
 CQ0554                          STATION DESCRIPTION
 CQ0554
 CQ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0554'3.2 MI SW FROM CHATHAM.
 CQ0554'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLES BANK
 CQ0554'AT CHATHAM, ON THE TOP OF A CUT BANK AT THE SUMMIT OF A HILL, 55.5
 CQ0554'FEET WEST OF THE WEST RAIL OF THE TREMONT AND GULF RAILROAD TRACK, 202
 CQ0554'FEET SOUTH OF BENCH MARK V 49, 155 FEET SOUTH OF MILEPOST NO. 20, 28
 CQ0554'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 CQ0554'TELEPHONE POLE, 10.3 FEET NORTHWEST OF A CONCRETE REFERENCE POST, SET
 CQ0554'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0552 ***********************************************************************
 CQ0552  DESIGNATION -  F 3403 LAGS
 CQ0552  PID         -  CQ0552
 CQ0552  STATE/COUNTY-  LA/JACKSON
 CQ0552  USGS QUAD   -  CHATHAM (1982)
 CQ0552
 CQ0552                         *CURRENT SURVEY CONTROL
 CQ0552  ___________________________________________________________________
 CQ0552* NAD 83(1986)-  32 16 13.     (N)    092 28 22.     (W)     SCALED    
 CQ0552* NAVD 88     -        85.59   (+/-2cm)     280.8    (feet)  VERTCON   
 CQ0552  ___________________________________________________________________
 CQ0552  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0552
 CQ0552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0552
 CQ0552.The horizontal coordinates were scaled from a topographic map and have
 CQ0552.an estimated accuracy of +/- 6 seconds.
 CQ0552
 CQ0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0552.The vertical order pertains to the NGVD 29 superseded value.
 CQ0552
 CQ0552.The geoid height was determined by GEOID03.
 CQ0552
 CQ0552;                    North         East    Units  Estimated Accuracy
 CQ0552;SPC LA N     -   196,280.    1,002,570.      MT  (+/- 180 meters Scaled)
 CQ0552
 CQ0552                          SUPERSEDED SURVEY CONTROL
 CQ0552
 CQ0552  NGVD 29 (??/??/??)   85.630  (m)          280.94   (f) ADJUSTED    2 0
 CQ0552
 CQ0552.Superseded values are not recommended for survey control.
 CQ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0552.See file dsdata.txt to determine how the superseded data were derived.
 CQ0552
 CQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR496705(NAD 83)
 CQ0552_MARKER: DD = SURVEY DISK
 CQ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0552_STAMPING: F 3403
 CQ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0552+STABILITY: SURFACE MOTION
 CQ0552
 CQ0552  HISTORY     - Date     Condition        Report By
 CQ0552  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0552  HISTORY     - 1950     GOOD             CGS
 CQ0552  HISTORY     - 1978     POOR             USGS
 CQ0552
 CQ0552                          STATION DESCRIPTION
 CQ0552
 CQ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0552'3.0 MI SW FROM CHATHAM.
 CQ0552'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLES BANK
 CQ0552'AT CHATHAM, AT A Y-JUNCTION OF ROADS, ABOUT 125 FEET WEST OF THE
 CQ0552'TREMONT AND GULF RAILWAY, 42 FEET WEST OF THE CENTER LINE OF THE
 CQ0552'HIGHWAY, 33 FEET SOUTHWEST OF THE CENTER LINE OF A SIDE ROAD LEADING
 CQ0552'NORTHWEST, 5 FEET SOUTH OF A CONCRETE REFERENCE POST, SET IN THE TOP
 CQ0552'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0552
 CQ0552                          STATION RECOVERY (1978)
 CQ0552
 CQ0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0552'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0551 ***********************************************************************
 CQ0551  DESIGNATION -  F 3404 LAGS
 CQ0551  PID         -  CQ0551
 CQ0551  STATE/COUNTY-  LA/JACKSON
 CQ0551  USGS QUAD   -  CHATHAM (1982)
 CQ0551
 CQ0551                         *CURRENT SURVEY CONTROL
 CQ0551  ___________________________________________________________________
 CQ0551* NAD 83(1986)-  32 16 26.     (N)    092 28 13.     (W)     SCALED    
 CQ0551* NAVD 88     -        85.66   (+/-2cm)     281.0    (feet)  VERTCON   
 CQ0551  ___________________________________________________________________
 CQ0551  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0551
 CQ0551  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0551
 CQ0551.The horizontal coordinates were scaled from a topographic map and have
 CQ0551.an estimated accuracy of +/- 6 seconds.
 CQ0551
 CQ0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0551.The vertical order pertains to the NGVD 29 superseded value.
 CQ0551
 CQ0551.The geoid height was determined by GEOID03.
 CQ0551
 CQ0551;                    North         East    Units  Estimated Accuracy
 CQ0551;SPC LA N     -   196,680.    1,002,800.      MT  (+/- 180 meters Scaled)
 CQ0551
 CQ0551                          SUPERSEDED SURVEY CONTROL
 CQ0551
 CQ0551  NGVD 29 (??/??/??)   85.703  (m)          281.18   (f) ADJUSTED    2 0
 CQ0551
 CQ0551.Superseded values are not recommended for survey control.
 CQ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0551.See file dsdata.txt to determine how the superseded data were derived.
 CQ0551
 CQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR498709(NAD 83)
 CQ0551_MARKER: DD = SURVEY DISK
 CQ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0551_STAMPING: F 3404
 CQ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0551+STABILITY: SURFACE MOTION
 CQ0551
 CQ0551  HISTORY     - Date     Condition        Report By
 CQ0551  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0551  HISTORY     - 1950     GOOD             CGS
 CQ0551
 CQ0551                          STATION DESCRIPTION
 CQ0551
 CQ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0551'2.7 MI SW FROM CHATHAM.
 CQ0551'2.7 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLES BANK
 CQ0551'AT CHATHAM, AT THE SUMMIT OF A HILL, BETWEEN THE HIGHWAY AND THE
 CQ0551'TREMONT AND GULF RAILWAY TRACKS, 0.1 MILE SOUTH OF THE PIPE LINE
 CQ0551'PUMPING STATION, 154 FEET WEST OF THE WEST RAIL OF THE TRACK, 33 FEET
 CQ0551'EAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTH OF A CONCRETE
 CQ0551'REFERENCE POST, ABOUT 5 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF A
 CQ0551'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0851 ***********************************************************************
 CQ0851  DESIGNATION -  F 3409 LAGS RESET 1967
 CQ0851  PID         -  CQ0851
 CQ0851  STATE/COUNTY-  LA/WINN
 CQ0851  USGS QUAD   -  SIKES (1989)
 CQ0851
 CQ0851                         *CURRENT SURVEY CONTROL
 CQ0851  ___________________________________________________________________
 CQ0851* NAD 83(1986)-  32 06 22.     (N)    092 29 20.     (W)     SCALED    
 CQ0851* NAVD 88     -        52.91   (+/-2cm)     173.6    (feet)  VERTCON   
 CQ0851  ___________________________________________________________________
 CQ0851  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0851
 CQ0851  VERT ORDER  -  THIRD (See Below)
 CQ0851
 CQ0851.The horizontal coordinates were scaled from a topographic map and have
 CQ0851.an estimated accuracy of +/- 6 seconds.
 CQ0851
 CQ0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0851.The vertical order pertains to the NGVD 29 superseded value.
 CQ0851
 CQ0851.The geoid height was determined by GEOID03.
 CQ0851
 CQ0851;                    North         East    Units  Estimated Accuracy
 CQ0851;SPC LA N     -   178,080.    1,001,050.      MT  (+/- 180 meters Scaled)
 CQ0851
 CQ0851                          SUPERSEDED SURVEY CONTROL
 CQ0851
 CQ0851  NGVD 29 (??/??/??)   52.94   (m)          173.7    (f) RESET       3  
 CQ0851
 CQ0851.Superseded values are not recommended for survey control.
 CQ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0851.See file dsdata.txt to determine how the superseded data were derived.
 CQ0851
 CQ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR482523(NAD 83)
 CQ0851_MARKER: DD = SURVEY DISK
 CQ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0851_STAMPING: F 3409 RESET 1967
 CQ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0851+STABILITY: SURFACE MOTION
 CQ0851
 CQ0851  HISTORY     - Date     Condition        Report By
 CQ0851  HISTORY     - 1967     MONUMENTED       LADH
 CQ0851  HISTORY     - 1967     GOOD             CGS
 CQ0851
 CQ0851                          STATION DESCRIPTION
 CQ0851
 CQ0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CQ0851'1.85 MI NE FROM SIKES.
 CQ0851'LOCATED 1.8 MILES NORTH ALONG STATE HIGHWAY 499 FROM ITS JUNCTION WITH
 CQ0851'LOUISIANA HIGHWAY 126 AT SIKES, IN THE NORTHEAST QUADRANT OF THE
 CQ0851'INTERSECTION OF THE HIGHWAY AND THE RAILROAD TRACKS.  IT IS 161 FEET
 CQ0851'NORTH OF THE CENTER OF THE INTERSECTION, 50 FEET EAST OF THE CENTER OF
 CQ0851'A PARISH ROAD LEADING NORTH AND 17.7 FEET EAST OF THE CENTER OF THE
 CQ0851'TRACK.  IT IS AN LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A
 CQ0851'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0852 ***********************************************************************
 CQ0852  DESIGNATION -  F 3412 LAGS
 CQ0852  PID         -  CQ0852
 CQ0852  STATE/COUNTY-  LA/WINN
 CQ0852  USGS QUAD   -  SIKES (1989)
 CQ0852
 CQ0852                         *CURRENT SURVEY CONTROL
 CQ0852  ___________________________________________________________________
 CQ0852* NAD 83(1986)-  32 07 10.     (N)    092 28 30.     (W)     SCALED    
 CQ0852* NAVD 88     -        65.92   (+/-2cm)     216.3    (feet)  VERTCON   
 CQ0852  ___________________________________________________________________
 CQ0852  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0852
 CQ0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0852
 CQ0852.The horizontal coordinates were scaled from a topographic map and have
 CQ0852.an estimated accuracy of +/- 6 seconds.
 CQ0852
 CQ0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0852.The vertical order pertains to the NGVD 29 superseded value.
 CQ0852
 CQ0852.The geoid height was determined by GEOID03.
 CQ0852
 CQ0852;                    North         East    Units  Estimated Accuracy
 CQ0852;SPC LA N     -   179,560.    1,002,360.      MT  (+/- 180 meters Scaled)
 CQ0852
 CQ0852                          SUPERSEDED SURVEY CONTROL
 CQ0852
 CQ0852  NGVD 29 (??/??/??)   65.949  (m)          216.37   (f) ADJUSTED    2 0
 CQ0852
 CQ0852.Superseded values are not recommended for survey control.
 CQ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0852.See file dsdata.txt to determine how the superseded data were derived.
 CQ0852
 CQ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR495537(NAD 83)
 CQ0852_MARKER: DD = SURVEY DISK
 CQ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0852_STAMPING: F 3412
 CQ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0852+STABILITY: SURFACE MOTION
 CQ0852
 CQ0852  HISTORY     - Date     Condition        Report By
 CQ0852  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0852  HISTORY     - 1950     GOOD             CGS
 CQ0852  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0852  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0852
 CQ0852                          STATION DESCRIPTION
 CQ0852
 CQ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0852'3.05 MI NE FROM SIKES.
 CQ0852'3.05 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0852'SIKES, AT A JUNCTION WITH A TRACK ROAD LEADING NORTHWEST, 29 FEET
 CQ0852'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 151 FEET NORTHEAST OF THE
 CQ0852'INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND THE TRACK ROAD,
 CQ0852'158 FEET NORTH OF A POWER POLE,, 5.5 FEET SOUTH OF AN 8 INCH BLAZED
 CQ0852'PINE TREE, 5.0 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CQ0852'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- STATE
 CQ0852'HIGHWAY 543 IS NOW STATE HIGHWAY 499.
 CQ0852
 CQ0852                          STATION RECOVERY (1986)
 CQ0852
 CQ0852'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0852'MARK NOT FOUND.
 CQ0852
 CQ0852                          STATION RECOVERY (1986)
 CQ0852
 CQ0852'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEH)
 CQ0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0853 ***********************************************************************
 CQ0853  DESIGNATION -  F 3413 LAGS
 CQ0853  PID         -  CQ0853
 CQ0853  STATE/COUNTY-  LA/WINN
 CQ0853  USGS QUAD   -  SIKES (1989)
 CQ0853
 CQ0853                         *CURRENT SURVEY CONTROL
 CQ0853  ___________________________________________________________________
 CQ0853* NAD 83(1986)-  32 07 17.     (N)    092 28 15.     (W)     SCALED    
 CQ0853* NAVD 88     -        58.50   (+/-2cm)     191.9    (feet)  VERTCON   
 CQ0853  ___________________________________________________________________
 CQ0853  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0853
 CQ0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0853
 CQ0853.The horizontal coordinates were scaled from a topographic map and have
 CQ0853.an estimated accuracy of +/- 6 seconds.
 CQ0853
 CQ0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0853.The vertical order pertains to the NGVD 29 superseded value.
 CQ0853
 CQ0853.The geoid height was determined by GEOID03.
 CQ0853
 CQ0853;                    North         East    Units  Estimated Accuracy
 CQ0853;SPC LA N     -   179,770.    1,002,750.      MT  (+/- 180 meters Scaled)
 CQ0853
 CQ0853                          SUPERSEDED SURVEY CONTROL
 CQ0853
 CQ0853  NGVD 29 (??/??/??)   58.532  (m)          192.03   (f) ADJUSTED    2 0
 CQ0853
 CQ0853.Superseded values are not recommended for survey control.
 CQ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0853.See file dsdata.txt to determine how the superseded data were derived.
 CQ0853
 CQ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR499540(NAD 83)
 CQ0853_MARKER: DD = SURVEY DISK
 CQ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0853_STAMPING: F 3413
 CQ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0853+STABILITY: SURFACE MOTION
 CQ0853
 CQ0853  HISTORY     - Date     Condition        Report By
 CQ0853  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0853  HISTORY     - 1950     GOOD             CGS
 CQ0853
 CQ0853                          STATION DESCRIPTION
 CQ0853
 CQ0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0853'3.3 MI NE FROM SIKES.
 CQ0853'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0853'SIKES, 280 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 31
 CQ0853'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 220 FEET WEST OF AND
 CQ0853'ACROSS THE HIGHWAY FROM A POWER POLE, 1.2 FEET SOUTHEAST OF A FENCE, 5
 CQ0853'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ0853'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS
 CQ0853'NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0855 ***********************************************************************
 CQ0855  DESIGNATION -  F 3416 LAGS
 CQ0855  PID         -  CQ0855
 CQ0855  STATE/COUNTY-  LA/WINN
 CQ0855  USGS QUAD   -  WOMACK (1989)
 CQ0855
 CQ0855                         *CURRENT SURVEY CONTROL
 CQ0855  ___________________________________________________________________
 CQ0855* NAD 83(1986)-  32 07 35.     (N)    092 27 50.     (W)     SCALED    
 CQ0855* NAVD 88     -        54.56   (+/-2cm)     179.0    (feet)  VERTCON   
 CQ0855  ___________________________________________________________________
 CQ0855  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0855
 CQ0855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0855
 CQ0855.The horizontal coordinates were scaled from a topographic map and have
 CQ0855.an estimated accuracy of +/- 6 seconds.
 CQ0855
 CQ0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0855.The vertical order pertains to the NGVD 29 superseded value.
 CQ0855
 CQ0855.The geoid height was determined by GEOID03.
 CQ0855
 CQ0855;                    North         East    Units  Estimated Accuracy
 CQ0855;SPC LA N     -   180,330.    1,003,410.      MT  (+/- 180 meters Scaled)
 CQ0855
 CQ0855                          SUPERSEDED SURVEY CONTROL
 CQ0855
 CQ0855  NGVD 29 (??/??/??)   54.595  (m)          179.12   (f) ADJUSTED    2 0
 CQ0855
 CQ0855.Superseded values are not recommended for survey control.
 CQ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0855.See file dsdata.txt to determine how the superseded data were derived.
 CQ0855
 CQ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR505545(NAD 83)
 CQ0855_MARKER: DD = SURVEY DISK
 CQ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0855_STAMPING: F 3416
 CQ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0855+STABILITY: SURFACE MOTION
 CQ0855
 CQ0855  HISTORY     - Date     Condition        Report By
 CQ0855  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0855  HISTORY     - 1950     GOOD             CGS
 CQ0855
 CQ0855                          STATION DESCRIPTION
 CQ0855
 CQ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0855'3.9 MI NE FROM SIKES.
 CQ0855'3.9 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0855'SIKES, AT A JUNCTION WITH A TRACK ROAD LEADING NORTH, 37 FEET NORTH OF
 CQ0855'THE CENTER LINE OF THE HIGHWAY, 39 FEET WEST OF THE CENTER LINE OF THE
 CQ0855'TRACK ROAD, 210 FEET EAST OF A POWER POLE, 15 FEET SOUTHEAST OF A 16
 CQ0855'INCH BLAZED PINE TREE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 CQ0855'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. NOTE--
 CQ0855'STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0856 ***********************************************************************
 CQ0856  DESIGNATION -  F 3417 LAGS
 CQ0856  PID         -  CQ0856
 CQ0856  STATE/COUNTY-  LA/WINN
 CQ0856  USGS QUAD   -  WOMACK (1989)
 CQ0856
 CQ0856                         *CURRENT SURVEY CONTROL
 CQ0856  ___________________________________________________________________
 CQ0856* NAD 83(1986)-  32 07 32.     (N)    092 27 37.     (W)     SCALED    
 CQ0856* NAVD 88     -        57.95   (+/-2cm)     190.1    (feet)  VERTCON   
 CQ0856  ___________________________________________________________________
 CQ0856  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0856
 CQ0856  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0856
 CQ0856.The horizontal coordinates were scaled from a topographic map and have
 CQ0856.an estimated accuracy of +/- 6 seconds.
 CQ0856
 CQ0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0856.The vertical order pertains to the NGVD 29 superseded value.
 CQ0856
 CQ0856.The geoid height was determined by GEOID03.
 CQ0856
 CQ0856;                    North         East    Units  Estimated Accuracy
 CQ0856;SPC LA N     -   180,240.    1,003,750.      MT  (+/- 180 meters Scaled)
 CQ0856
 CQ0856                          SUPERSEDED SURVEY CONTROL
 CQ0856
 CQ0856  NGVD 29 (??/??/??)   57.980  (m)          190.22   (f) ADJUSTED    2 0
 CQ0856
 CQ0856.Superseded values are not recommended for survey control.
 CQ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0856.See file dsdata.txt to determine how the superseded data were derived.
 CQ0856
 CQ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR509544(NAD 83)
 CQ0856_MARKER: DD = SURVEY DISK
 CQ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0856_STAMPING: F 3417
 CQ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0856+STABILITY: SURFACE MOTION
 CQ0856
 CQ0856  HISTORY     - Date     Condition        Report By
 CQ0856  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0856  HISTORY     - 1950     GOOD             CGS
 CQ0856  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0856
 CQ0856                          STATION DESCRIPTION
 CQ0856
 CQ0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0856'4.05 MI NE FROM SIKES.
 CQ0856'4.05 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0856'SIKES, AT A JUNCTION WITH A TRACK ROAD LEADING NORTH, 32 FEET NORTH OF
 CQ0856'THE CENTER LINE OF THE HIGHWAY, 115 FEET NORTHWEST OF THE INTERSECTION
 CQ0856'OF THE CENTER LINES OF THE HIGHWAY AND THE TRACK ROAD, 98 FEET EAST OF
 CQ0856'A POWER POLE, 120 FEET WEST OF ANOTHER POWER POLE, 18 FEET WEST OF A
 CQ0856'16 INCH BLAZED OAK TREE, 5 FEET SOUTH OF A WITNESS POST, SET IN THE
 CQ0856'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CQ0856'NOTE-- STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
 CQ0856
 CQ0856                          STATION RECOVERY (1986)
 CQ0856
 CQ0856'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0858 ***********************************************************************
 CQ0858  DESIGNATION -  F 3419 LAGS
 CQ0858  PID         -  CQ0858
 CQ0858  STATE/COUNTY-  LA/WINN
 CQ0858  USGS QUAD   -  SIKES (1989)
 CQ0858
 CQ0858                         *CURRENT SURVEY CONTROL
 CQ0858  ___________________________________________________________________
 CQ0858* NAD 83(1986)-  32 07 16.     (N)    092 27 11.     (W)     SCALED    
 CQ0858* NAVD 88     -        59.75   (+/-2cm)     196.0    (feet)  VERTCON   
 CQ0858  ___________________________________________________________________
 CQ0858  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0858
 CQ0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0858
 CQ0858.The horizontal coordinates were scaled from a topographic map and have
 CQ0858.an estimated accuracy of +/- 6 seconds.
 CQ0858
 CQ0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0858.The vertical order pertains to the NGVD 29 superseded value.
 CQ0858
 CQ0858.The geoid height was determined by GEOID03.
 CQ0858
 CQ0858;                    North         East    Units  Estimated Accuracy
 CQ0858;SPC LA N     -   179,740.    1,004,430.      MT  (+/- 180 meters Scaled)
 CQ0858
 CQ0858                          SUPERSEDED SURVEY CONTROL
 CQ0858
 CQ0858  NGVD 29 (??/??/??)   59.781  (m)          196.13   (f) ADJUSTED    2 0
 CQ0858
 CQ0858.Superseded values are not recommended for survey control.
 CQ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0858.See file dsdata.txt to determine how the superseded data were derived.
 CQ0858
 CQ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR515539(NAD 83)
 CQ0858_MARKER: DD = SURVEY DISK
 CQ0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0858_STAMPING: F 3419
 CQ0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0858+STABILITY: SURFACE MOTION
 CQ0858
 CQ0858  HISTORY     - Date     Condition        Report By
 CQ0858  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0858  HISTORY     - 1950     GOOD             CGS
 CQ0858
 CQ0858                          STATION DESCRIPTION
 CQ0858
 CQ0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0858'4.55 MI NE FROM SIKES.
 CQ0858'4.55 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0858'SIKES, AT A FARMHOUSE, 72 FEET SOUTH OF THE CENTER LINE OF THE
 CQ0858'HIGHWAY, 44 FEET SOUTHEAST OF A POWER POLE, 102 FEET EAST OF THE EAST
 CQ0858'END OF THE FARMHOUSE, 34 FEET NORTH OF A FENCE, 2 FEET SOUTH OF A
 CQ0858'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CQ0858'FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS NOW STATE HIGHWAY
 CQ0858'499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0860 ***********************************************************************
 CQ0860  DESIGNATION -  F 3420 LAGS RESET 1967
 CQ0860  PID         -  CQ0860
 CQ0860  STATE/COUNTY-  LA/WINN
 CQ0860  USGS QUAD   -  SIKES (1989)
 CQ0860
 CQ0860                         *CURRENT SURVEY CONTROL
 CQ0860  ___________________________________________________________________
 CQ0860* NAD 83(1986)-  32 07 16.     (N)    092 26 51.     (W)     SCALED    
 CQ0860* NAVD 88     -        55.27   (+/-2cm)     181.3    (feet)  VERTCON   
 CQ0860  ___________________________________________________________________
 CQ0860  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0860
 CQ0860  VERT ORDER  -  THIRD (See Below)
 CQ0860
 CQ0860.The horizontal coordinates were scaled from a topographic map and have
 CQ0860.an estimated accuracy of +/- 6 seconds.
 CQ0860
 CQ0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0860.The vertical order pertains to the NGVD 29 superseded value.
 CQ0860
 CQ0860.The geoid height was determined by GEOID03.
 CQ0860
 CQ0860;                    North         East    Units  Estimated Accuracy
 CQ0860;SPC LA N     -   179,740.    1,004,950.      MT  (+/- 180 meters Scaled)
 CQ0860
 CQ0860                          SUPERSEDED SURVEY CONTROL
 CQ0860
 CQ0860  NGVD 29 (??/??/??)   55.30   (m)          181.4    (f) RESET       3  
 CQ0860
 CQ0860.Superseded values are not recommended for survey control.
 CQ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0860.See file dsdata.txt to determine how the superseded data were derived.
 CQ0860
 CQ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR521539(NAD 83)
 CQ0860_MARKER: DD = SURVEY DISK
 CQ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0860_STAMPING: F 3420 RESET 1967
 CQ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0860+STABILITY: SURFACE MOTION
 CQ0860
 CQ0860  HISTORY     - Date     Condition        Report By
 CQ0860  HISTORY     - 1967     MONUMENTED       LADH
 CQ0860  HISTORY     - 1967     GOOD             CGS
 CQ0860
 CQ0860                          STATION DESCRIPTION
 CQ0860
 CQ0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CQ0860'4.95 MI NE FROM SIKES.
 CQ0860'LOCATED 4.95 MILES NORTHEAST ALONG STATE HIGHWAY 499 FROM ITS
 CQ0860'INTERSECTION WITH STATE HIGHWAY 126 AT SIKES, 40 FEET SOUTH OF THE
 CQ0860'CENTER OF THE HIGHWAY, 63 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CQ0860'HIGHWAY AND A DIRT ROAD LEADING NORTH, 27.5 FEET EAST OF A FENCE
 CQ0860'CORNER AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE LINE.  IT IS A
 CQ0860'LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 CQ0860'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0862 ***********************************************************************
 CQ0862  DESIGNATION -  F 3422 LAGS RESET 1967
 CQ0862  PID         -  CQ0862
 CQ0862  STATE/COUNTY-  LA/WINN
 CQ0862  USGS QUAD   -  SIKES (1989)
 CQ0862
 CQ0862                         *CURRENT SURVEY CONTROL
 CQ0862  ___________________________________________________________________
 CQ0862* NAD 83(1986)-  32 07 18.     (N)    092 26 00.     (W)     SCALED    
 CQ0862* NAVD 88     -        57.09   (+/-2cm)     187.3    (feet)  VERTCON   
 CQ0862  ___________________________________________________________________
 CQ0862  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0862
 CQ0862  VERT ORDER  -  THIRD (See Below)
 CQ0862
 CQ0862.The horizontal coordinates were scaled from a topographic map and have
 CQ0862.an estimated accuracy of +/- 6 seconds.
 CQ0862
 CQ0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0862.The vertical order pertains to the NGVD 29 superseded value.
 CQ0862
 CQ0862.The geoid height was determined by GEOID03.
 CQ0862
 CQ0862;                    North         East    Units  Estimated Accuracy
 CQ0862;SPC LA N     -   179,810.    1,006,290.      MT  (+/- 180 meters Scaled)
 CQ0862
 CQ0862                          SUPERSEDED SURVEY CONTROL
 CQ0862
 CQ0862  NGVD 29 (??/??/??)   57.12   (m)          187.4    (f) RESET       3  
 CQ0862
 CQ0862.Superseded values are not recommended for survey control.
 CQ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0862.See file dsdata.txt to determine how the superseded data were derived.
 CQ0862
 CQ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR534540(NAD 83)
 CQ0862_MARKER: DD = SURVEY DISK
 CQ0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0862_STAMPING: F 3422 RESET 1967
 CQ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0862+STABILITY: SURFACE MOTION
 CQ0862
 CQ0862  HISTORY     - Date     Condition        Report By
 CQ0862  HISTORY     - 1967     MONUMENTED       LADH
 CQ0862  HISTORY     - 1967     GOOD             CGS
 CQ0862  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0862
 CQ0862                          STATION DESCRIPTION
 CQ0862
 CQ0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CQ0862'5.8 MI NE FROM SIKES.
 CQ0862'LOCATED 5.8 MILES NORTHEAST ALONG STATE HIGHWAY 499 FROM ITS
 CQ0862'INTERSECTION WITH STATE HIGHWAY 126 AT SIKES, 44 FEET SOUTH-SOUTHEAST
 CQ0862'OF THE CENTERLINE OF THE HIGHWAY, 51.5 FEET SOUTHWEST OF THE CENTER OF
 CQ0862'THE INTERSECTIONS OF THE HIGHWAY AND THE DRIVEWAY TO A HOUSE, AND 20
 CQ0862'FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY.  IT IS A
 CQ0862'LOUISIANA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 CQ0862'PROJECTING 6 INCHES.
 CQ0862
 CQ0862                          STATION RECOVERY (1986)
 CQ0862
 CQ0862'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0863 ***********************************************************************
 CQ0863  DESIGNATION -  F 3423 LAGS
 CQ0863  PID         -  CQ0863
 CQ0863  STATE/COUNTY-  LA/WINN
 CQ0863  USGS QUAD   -  SIKES (1989)
 CQ0863
 CQ0863                         *CURRENT SURVEY CONTROL
 CQ0863  ___________________________________________________________________
 CQ0863* NAD 83(1986)-  32 07 26.     (N)    092 25 55.     (W)     SCALED    
 CQ0863* NAVD 88     -        57.50   (+/-2cm)     188.6    (feet)  VERTCON   
 CQ0863  ___________________________________________________________________
 CQ0863  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0863
 CQ0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0863
 CQ0863.The horizontal coordinates were scaled from a topographic map and have
 CQ0863.an estimated accuracy of +/- 6 seconds.
 CQ0863
 CQ0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0863.The vertical order pertains to the NGVD 29 superseded value.
 CQ0863
 CQ0863.The geoid height was determined by GEOID03.
 CQ0863
 CQ0863;                    North         East    Units  Estimated Accuracy
 CQ0863;SPC LA N     -   180,050.    1,006,420.      MT  (+/- 180 meters Scaled)
 CQ0863
 CQ0863                          SUPERSEDED SURVEY CONTROL
 CQ0863
 CQ0863  NGVD 29 (??/??/??)   57.533  (m)          188.76   (f) ADJUSTED    2 0
 CQ0863
 CQ0863.Superseded values are not recommended for survey control.
 CQ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0863.See file dsdata.txt to determine how the superseded data were derived.
 CQ0863
 CQ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR535543(NAD 83)
 CQ0863_MARKER: DD = SURVEY DISK
 CQ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0863_STAMPING: F 3423
 CQ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0863+STABILITY: SURFACE MOTION
 CQ0863
 CQ0863  HISTORY     - Date     Condition        Report By
 CQ0863  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0863  HISTORY     - 1950     GOOD             CGS
 CQ0863
 CQ0863                          STATION DESCRIPTION
 CQ0863
 CQ0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0863'5.8 MI NE FROM SIKES.
 CQ0863'5.8 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0863'SIKES, 200 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 CQ0863'SOUTH, 29 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 73 FEET
 CQ0863'SOUTHWEST OF A TELEPHONE POLE, 35 FEET SOUTH OF A 30 INCH BLAZED OAK
 CQ0863'TREE, 5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ0863'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 CQ0863'543 IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0864 ***********************************************************************
 CQ0864  DESIGNATION -  F 3424 LAGS
 CQ0864  PID         -  CQ0864
 CQ0864  STATE/COUNTY-  LA/WINN
 CQ0864  USGS QUAD   -  WOMACK (1989)
 CQ0864
 CQ0864                         *CURRENT SURVEY CONTROL
 CQ0864  ___________________________________________________________________
 CQ0864* NAD 83(1986)-  32 07 37.     (N)    092 25 46.     (W)     SCALED    
 CQ0864* NAVD 88     -        65.58   (+/-2cm)     215.2    (feet)  VERTCON   
 CQ0864  ___________________________________________________________________
 CQ0864  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0864
 CQ0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0864
 CQ0864.The horizontal coordinates were scaled from a topographic map and have
 CQ0864.an estimated accuracy of +/- 6 seconds.
 CQ0864
 CQ0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0864.The vertical order pertains to the NGVD 29 superseded value.
 CQ0864
 CQ0864.The geoid height was determined by GEOID03.
 CQ0864
 CQ0864;                    North         East    Units  Estimated Accuracy
 CQ0864;SPC LA N     -   180,390.    1,006,660.      MT  (+/- 180 meters Scaled)
 CQ0864
 CQ0864                          SUPERSEDED SURVEY CONTROL
 CQ0864
 CQ0864  NGVD 29 (??/??/??)   65.611  (m)          215.26   (f) ADJUSTED    2 0
 CQ0864
 CQ0864.Superseded values are not recommended for survey control.
 CQ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0864.See file dsdata.txt to determine how the superseded data were derived.
 CQ0864
 CQ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR538546(NAD 83)
 CQ0864_MARKER: DD = SURVEY DISK
 CQ0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0864_STAMPING: F 3424
 CQ0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0864+STABILITY: SURFACE MOTION
 CQ0864
 CQ0864  HISTORY     - Date     Condition        Report By
 CQ0864  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0864  HISTORY     - 1950     GOOD             CGS
 CQ0864
 CQ0864                          STATION DESCRIPTION
 CQ0864
 CQ0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0864'6.05 MI NE FROM SIKES.
 CQ0864'6.05 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0864'SIKES, ON THE SOUTHWEST SLOPE OF A HILL, 29 FEET EAST OF THE CENTER
 CQ0864'LINE OF THE HIGHWAY, 81 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A
 CQ0864'TELEPHONE POLE, 43 FEET SOUTH OF A 12 INCH BLAZED PINE TREE, 5 FEET
 CQ0864'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0864'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS NOW
 CQ0864'STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0865 ***********************************************************************
 CQ0865  DESIGNATION -  F 3425 LAGS
 CQ0865  PID         -  CQ0865
 CQ0865  STATE/COUNTY-  LA/WINN
 CQ0865  USGS QUAD   -  WOMACK (1989)
 CQ0865
 CQ0865                         *CURRENT SURVEY CONTROL
 CQ0865  ___________________________________________________________________
 CQ0865* NAD 83(1986)-  32 07 43.     (N)    092 25 41.     (W)     SCALED    
 CQ0865* NAVD 88     -        72.03   (+/-2cm)     236.3    (feet)  VERTCON   
 CQ0865  ___________________________________________________________________
 CQ0865  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0865
 CQ0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0865
 CQ0865.The horizontal coordinates were scaled from a topographic map and have
 CQ0865.an estimated accuracy of +/- 6 seconds.
 CQ0865
 CQ0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0865.The vertical order pertains to the NGVD 29 superseded value.
 CQ0865
 CQ0865.The geoid height was determined by GEOID03.
 CQ0865
 CQ0865;                    North         East    Units  Estimated Accuracy
 CQ0865;SPC LA N     -   180,580.    1,006,790.      MT  (+/- 180 meters Scaled)
 CQ0865
 CQ0865                          SUPERSEDED SURVEY CONTROL
 CQ0865
 CQ0865  NGVD 29 (??/??/??)   72.064  (m)          236.43   (f) ADJUSTED    2 0
 CQ0865
 CQ0865.Superseded values are not recommended for survey control.
 CQ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0865.See file dsdata.txt to determine how the superseded data were derived.
 CQ0865
 CQ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR539548(NAD 83)
 CQ0865_MARKER: DD = SURVEY DISK
 CQ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0865_STAMPING: F 3425
 CQ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0865+STABILITY: SURFACE MOTION
 CQ0865
 CQ0865  HISTORY     - Date     Condition        Report By
 CQ0865  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0865  HISTORY     - 1950     GOOD             CGS
 CQ0865
 CQ0865                          STATION DESCRIPTION
 CQ0865
 CQ0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0865'6.2 MI NE FROM SIKES.
 CQ0865'6.2 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0865'SIKES, AT A ROAD INTERSECTION, AT THE TOP OF A HILL, 36 FEET NORTHWEST
 CQ0865'OF THE CENTER LINE OF THE HIGHWAY, 72 FEET NORTH OF THE INTERSECTION
 CQ0865'OF THE CENTER LINES OF THE HIGHWAY AND THE CROSS ROAD, 5 FEET WEST OF
 CQ0865'A TELEPHONE POLE, 8.5 FEET SOUTH OF A 16 INCH BLAZED PINE TREE, 5 FEET
 CQ0865'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0865'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS NOW
 CQ0865'STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0866 ***********************************************************************
 CQ0866  DESIGNATION -  F 3426 LAGS
 CQ0866  PID         -  CQ0866
 CQ0866  STATE/COUNTY-  LA/WINN
 CQ0866  USGS QUAD   -  WOMACK (1989)
 CQ0866
 CQ0866                         *CURRENT SURVEY CONTROL
 CQ0866  ___________________________________________________________________
 CQ0866* NAD 83(1986)-  32 07 56.     (N)    092 25 19.     (W)     SCALED    
 CQ0866* NAVD 88     -        64.44   (+/-2cm)     211.4    (feet)  VERTCON   
 CQ0866  ___________________________________________________________________
 CQ0866  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0866
 CQ0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0866
 CQ0866.The horizontal coordinates were scaled from a topographic map and have
 CQ0866.an estimated accuracy of +/- 6 seconds.
 CQ0866
 CQ0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0866.The vertical order pertains to the NGVD 29 superseded value.
 CQ0866
 CQ0866.The geoid height was determined by GEOID03.
 CQ0866
 CQ0866;                    North         East    Units  Estimated Accuracy
 CQ0866;SPC LA N     -   180,980.    1,007,370.      MT  (+/- 180 meters Scaled)
 CQ0866
 CQ0866                          SUPERSEDED SURVEY CONTROL
 CQ0866
 CQ0866  NGVD 29 (??/??/??)   64.466  (m)          211.50   (f) ADJUSTED    2 0
 CQ0866
 CQ0866.Superseded values are not recommended for survey control.
 CQ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0866.See file dsdata.txt to determine how the superseded data were derived.
 CQ0866
 CQ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR545552(NAD 83)
 CQ0866_MARKER: DD = SURVEY DISK
 CQ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0866_STAMPING: F 3426
 CQ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0866+STABILITY: SURFACE MOTION
 CQ0866
 CQ0866  HISTORY     - Date     Condition        Report By
 CQ0866  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0866  HISTORY     - 1950     GOOD             CGS
 CQ0866
 CQ0866                          STATION DESCRIPTION
 CQ0866
 CQ0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0866'6.65 MI NE FROM SIKES.
 CQ0866'6.65 MILES SOUTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0866'SIKES, 0.1 MILE SOUTHWEST OF A WOODEN BRIDGE, 28 FEET SOUTHEAST OF
 CQ0866'THE CENTER LINE OF THE HIGHWAY, 86 FEET EAST OF A TELEPHONE POLE,
 CQ0866'14 FEET WEST OF A 10 INCH BLAZED PINE TREE, 6 FEET NORTH OF A
 CQ0866'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CQ0866'FOOT ABOVE THE GROUND.NOTE--STATE HIGHWAY 543 IS NOW STATE HIGHWAY
 CQ0866'499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0867 ***********************************************************************
 CQ0867  DESIGNATION -  F 3427 LAGS
 CQ0867  PID         -  CQ0867
 CQ0867  STATE/COUNTY-  LA/WINN
 CQ0867  USGS QUAD   -  WOMACK (1989)
 CQ0867
 CQ0867                         *CURRENT SURVEY CONTROL
 CQ0867  ___________________________________________________________________
 CQ0867* NAD 83(1986)-  32 07 57.     (N)    092 25 08.     (W)     SCALED    
 CQ0867* NAVD 88     -        70.73   (+/-2cm)     232.1    (feet)  VERTCON   
 CQ0867  ___________________________________________________________________
 CQ0867  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0867
 CQ0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0867
 CQ0867.The horizontal coordinates were scaled from a topographic map and have
 CQ0867.an estimated accuracy of +/- 6 seconds.
 CQ0867
 CQ0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0867.The vertical order pertains to the NGVD 29 superseded value.
 CQ0867
 CQ0867.The geoid height was determined by GEOID03.
 CQ0867
 CQ0867;                    North         East    Units  Estimated Accuracy
 CQ0867;SPC LA N     -   181,010.    1,007,650.      MT  (+/- 180 meters Scaled)
 CQ0867
 CQ0867                          SUPERSEDED SURVEY CONTROL
 CQ0867
 CQ0867  NGVD 29 (??/??/??)   70.764  (m)          232.16   (f) ADJUSTED    2 0
 CQ0867
 CQ0867.Superseded values are not recommended for survey control.
 CQ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0867.See file dsdata.txt to determine how the superseded data were derived.
 CQ0867
 CQ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR548552(NAD 83)
 CQ0867_MARKER: DD = SURVEY DISK
 CQ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0867_STAMPING: F 3427
 CQ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0867+STABILITY: SURFACE MOTION
 CQ0867
 CQ0867  HISTORY     - Date     Condition        Report By
 CQ0867  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0867  HISTORY     - 1950     GOOD             CGS
 CQ0867
 CQ0867                          STATION DESCRIPTION
 CQ0867
 CQ0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0867'6.85 MI NE FROM SIKES.
 CQ0867'6.85 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0867'SIKES, ON TOP OF A HILL, AT A JUNCTION WITH A ROAD LEADING NORTHEAST,
 CQ0867'25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 81 FEET EAST OF THE
 CQ0867'INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND THE ROAD LEADING
 CQ0867'NORTHEAST, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 CQ0867'NORTHEAST, 6 FEET WEST OF A 14 INCH PINE TREE WITH A SIGN ON IT, 5
 CQ0867'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0867'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS NOW
 CQ0867'STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0869 ***********************************************************************
 CQ0869  DESIGNATION -  F 3428 LAGS
 CQ0869  PID         -  CQ0869
 CQ0869  STATE/COUNTY-  LA/WINN
 CQ0869  USGS QUAD   -  WOMACK (1989)
 CQ0869
 CQ0869                         *CURRENT SURVEY CONTROL
 CQ0869  ___________________________________________________________________
 CQ0869* NAD 83(1986)-  32 07 48.     (N)    092 24 45.     (W)     SCALED    
 CQ0869* NAVD 88     -        68.50   (+/-2cm)     224.7    (feet)  VERTCON   
 CQ0869  ___________________________________________________________________
 CQ0869  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0869
 CQ0869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0869
 CQ0869.The horizontal coordinates were scaled from a topographic map and have
 CQ0869.an estimated accuracy of +/- 6 seconds.
 CQ0869
 CQ0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0869.The vertical order pertains to the NGVD 29 superseded value.
 CQ0869
 CQ0869.The geoid height was determined by GEOID03.
 CQ0869
 CQ0869;                    North         East    Units  Estimated Accuracy
 CQ0869;SPC LA N     -   180,730.    1,008,260.      MT  (+/- 180 meters Scaled)
 CQ0869
 CQ0869                          SUPERSEDED SURVEY CONTROL
 CQ0869
 CQ0869  NGVD 29 (??/??/??)   68.529  (m)          224.83   (f) ADJUSTED    2 0
 CQ0869
 CQ0869.Superseded values are not recommended for survey control.
 CQ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0869.See file dsdata.txt to determine how the superseded data were derived.
 CQ0869
 CQ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR554549(NAD 83)
 CQ0869_MARKER: DD = SURVEY DISK
 CQ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0869_STAMPING: F 3428
 CQ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0869+STABILITY: SURFACE MOTION
 CQ0869
 CQ0869  HISTORY     - Date     Condition        Report By
 CQ0869  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0869  HISTORY     - 1950     GOOD             CGS
 CQ0869  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0869
 CQ0869                          STATION DESCRIPTION
 CQ0869
 CQ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0869'7.25 MI NE FROM SIKES.
 CQ0869'7.25 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0869'SIKES, 0.2 MILE EAST OF A JUNCTION WITH A TRACK ROAD LEADING NORTH, 32
 CQ0869'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 84 FEET SOUTHEAST OF A
 CQ0869'TELEPHONE POLE, 18 FEET NORTHEAST OF A 14 INCH BLAZED PINE TREE, 6
 CQ0869'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0869'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS NOW
 CQ0869'STATE HIGHWAY 499.
 CQ0869
 CQ0869                          STATION RECOVERY (1986)
 CQ0869
 CQ0869'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0870 ***********************************************************************
 CQ0870  DESIGNATION -  F 3429 LAGS
 CQ0870  PID         -  CQ0870
 CQ0870  STATE/COUNTY-  LA/WINN
 CQ0870  USGS QUAD   -  WOMACK (1989)
 CQ0870
 CQ0870                         *CURRENT SURVEY CONTROL
 CQ0870  ___________________________________________________________________
 CQ0870* NAD 83(1986)-  32 07 41.     (N)    092 24 25.     (W)     SCALED    
 CQ0870* NAVD 88     -        69.98   (+/-2cm)     229.6    (feet)  VERTCON   
 CQ0870  ___________________________________________________________________
 CQ0870  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0870
 CQ0870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0870
 CQ0870.The horizontal coordinates were scaled from a topographic map and have
 CQ0870.an estimated accuracy of +/- 6 seconds.
 CQ0870
 CQ0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0870.The vertical order pertains to the NGVD 29 superseded value.
 CQ0870
 CQ0870.The geoid height was determined by GEOID03.
 CQ0870
 CQ0870;                    North         East    Units  Estimated Accuracy
 CQ0870;SPC LA N     -   180,520.    1,008,780.      MT  (+/- 180 meters Scaled)
 CQ0870
 CQ0870                          SUPERSEDED SURVEY CONTROL
 CQ0870
 CQ0870  NGVD 29 (??/??/??)   70.014  (m)          229.70   (f) ADJUSTED    2 0
 CQ0870
 CQ0870.Superseded values are not recommended for survey control.
 CQ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0870.See file dsdata.txt to determine how the superseded data were derived.
 CQ0870
 CQ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR559547(NAD 83)
 CQ0870_MARKER: DD = SURVEY DISK
 CQ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0870_STAMPING: F 3429
 CQ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0870+STABILITY: SURFACE MOTION
 CQ0870
 CQ0870  HISTORY     - Date     Condition        Report By
 CQ0870  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0870  HISTORY     - 1950     GOOD             CGS
 CQ0870
 CQ0870                          STATION DESCRIPTION
 CQ0870
 CQ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0870'7.6 MI NE FROM SIKES.
 CQ0870'7.6 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0870'SIKES, AT THE TOP OF A HILL, AT A JUNCTION WITH A ROAD LEADING
 CQ0870'SOUTHWEST, 130 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTER LINES
 CQ0870'OF THE HIGHWAY AND THE ROAD LEADING SOUTHWEST, 68 FEET SOUTH OF THE
 CQ0870'CENTER LINE OF THE HIGHWAY, 28 FEET SOUTHEAST OF THE CENTER LINE OF
 CQ0870'THE ROAD LEADING SOUTHWEST, 82 FEET SOUTHWEST OF A 12 INCH BLAZED PINE
 CQ0870'TREE, 24 FEET SOUTH OF A 12 INCH BLAZED OAK TREE, 5.5 FEET NORTHEAST
 CQ0870'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CQ0870'0.3 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS NOW STATE
 CQ0870'HIGHWAY 499.  IN MARCH 1954, USGS REPORTED THAT THIS MARK HAS BEEN
 CQ0870'HAMMERED ON THE DISK AND THE STAMPING IS NOT CLEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0871 ***********************************************************************
 CQ0871  DESIGNATION -  F 3430 LAGS
 CQ0871  PID         -  CQ0871
 CQ0871  STATE/COUNTY-  LA/WINN
 CQ0871  USGS QUAD   -  WOMACK (1989)
 CQ0871
 CQ0871                         *CURRENT SURVEY CONTROL
 CQ0871  ___________________________________________________________________
 CQ0871* NAD 83(1986)-  32 07 45.     (N)    092 24 17.     (W)     SCALED    
 CQ0871* NAVD 88     -        67.44   (+/-2cm)     221.3    (feet)  VERTCON   
 CQ0871  ___________________________________________________________________
 CQ0871  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0871
 CQ0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0871
 CQ0871.The horizontal coordinates were scaled from a topographic map and have
 CQ0871.an estimated accuracy of +/- 6 seconds.
 CQ0871
 CQ0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0871.The vertical order pertains to the NGVD 29 superseded value.
 CQ0871
 CQ0871.The geoid height was determined by GEOID03.
 CQ0871
 CQ0871;                    North         East    Units  Estimated Accuracy
 CQ0871;SPC LA N     -   180,640.    1,008,990.      MT  (+/- 180 meters Scaled)
 CQ0871
 CQ0871                          SUPERSEDED SURVEY CONTROL
 CQ0871
 CQ0871  NGVD 29 (??/??/??)   67.474  (m)          221.37   (f) ADJUSTED    2 0
 CQ0871
 CQ0871.Superseded values are not recommended for survey control.
 CQ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0871.See file dsdata.txt to determine how the superseded data were derived.
 CQ0871
 CQ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR561549(NAD 83)
 CQ0871_MARKER: DD = SURVEY DISK
 CQ0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0871_STAMPING: F 3430
 CQ0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0871+STABILITY: SURFACE MOTION
 CQ0871
 CQ0871  HISTORY     - Date     Condition        Report By
 CQ0871  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0871  HISTORY     - 1950     GOOD             CGS
 CQ0871
 CQ0871                          STATION DESCRIPTION
 CQ0871
 CQ0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0871'7.7 MI NE FROM SIKES.
 CQ0871'7.7 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0871'SIKES, AT A CURVE IN THE ROAD, AT THE TOP OF A HILL, NEAR A VACANT
 CQ0871'SCHOOL BUILDING, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CQ0871'142 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE LEADING TO THE SCHOOL
 CQ0871'BUILDING, 50 FEET SOUTH OF THE INTERSECTION OF THE CENTER LINES OF THE
 CQ0871'HIGHWAY AND A DIM TRACK ROAD, 24 FEET NORTHWEST OF A 10 INCH BLAZED
 CQ0871'OAK TREE, 5.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ0871'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE-- STATE
 CQ0871'HIGHWAY 543 IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0872 ***********************************************************************
 CQ0872  DESIGNATION -  F 3433 LAGS
 CQ0872  PID         -  CQ0872
 CQ0872  STATE/COUNTY-  LA/WINN
 CQ0872  USGS QUAD   -  WOMACK (1989)
 CQ0872
 CQ0872                         *CURRENT SURVEY CONTROL
 CQ0872  ___________________________________________________________________
 CQ0872* NAD 83(1986)-  32 08 00.     (N)    092 23 11.     (W)     SCALED    
 CQ0872* NAVD 88     -        59.05   (+/-2cm)     193.7    (feet)  VERTCON   
 CQ0872  ___________________________________________________________________
 CQ0872  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0872
 CQ0872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0872
 CQ0872.The horizontal coordinates were scaled from a topographic map and have
 CQ0872.an estimated accuracy of +/- 6 seconds.
 CQ0872
 CQ0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0872.The vertical order pertains to the NGVD 29 superseded value.
 CQ0872
 CQ0872.The geoid height was determined by GEOID03.
 CQ0872
 CQ0872;                    North         East    Units  Estimated Accuracy
 CQ0872;SPC LA N     -   181,100.    1,010,720.      MT  (+/- 180 meters Scaled)
 CQ0872
 CQ0872                          SUPERSEDED SURVEY CONTROL
 CQ0872
 CQ0872  NGVD 29 (??/??/??)   59.082  (m)          193.84   (f) ADJUSTED    2 0
 CQ0872
 CQ0872.Superseded values are not recommended for survey control.
 CQ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0872.See file dsdata.txt to determine how the superseded data were derived.
 CQ0872
 CQ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR578553(NAD 83)
 CQ0872_MARKER: DD = SURVEY DISK
 CQ0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0872_STAMPING: F 3433
 CQ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0872+STABILITY: SURFACE MOTION
 CQ0872
 CQ0872  HISTORY     - Date     Condition        Report By
 CQ0872  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0872  HISTORY     - 1950     GOOD             CGS
 CQ0872
 CQ0872                          STATION DESCRIPTION
 CQ0872
 CQ0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0872'8.95 MI NE FROM SIKES.
 CQ0872'8.95 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0872'SIKES, ON THE CREST OF A HIGH RIDGE, 296 FEET WEST OF THE NORTH END OF
 CQ0872'A 24-INCH CULVERT, 98 FEET NORTH-NORTHWEST OF A 6-INCH PINE TREE
 CQ0872'(BLAZED), 52.7 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CQ0872'5.3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 CQ0872'CONCRETE POST.  NOTE-- STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0873 ***********************************************************************
 CQ0873  DESIGNATION -  F 3434 LAGS
 CQ0873  PID         -  CQ0873
 CQ0873  STATE/COUNTY-  LA/WINN
 CQ0873  USGS QUAD   -  WOMACK (1989)
 CQ0873
 CQ0873                         *CURRENT SURVEY CONTROL
 CQ0873  ___________________________________________________________________
 CQ0873* NAD 83(1986)-  32 08 01.     (N)    092 23 03.     (W)     SCALED    
 CQ0873* NAVD 88     -        58.88   (+/-2cm)     193.2    (feet)  VERTCON   
 CQ0873  ___________________________________________________________________
 CQ0873  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0873
 CQ0873  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0873
 CQ0873.The horizontal coordinates were scaled from a topographic map and have
 CQ0873.an estimated accuracy of +/- 6 seconds.
 CQ0873
 CQ0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0873.The vertical order pertains to the NGVD 29 superseded value.
 CQ0873
 CQ0873.The geoid height was determined by GEOID03.
 CQ0873
 CQ0873;                    North         East    Units  Estimated Accuracy
 CQ0873;SPC LA N     -   181,130.    1,010,930.      MT  (+/- 180 meters Scaled)
 CQ0873
 CQ0873                          SUPERSEDED SURVEY CONTROL
 CQ0873
 CQ0873  NGVD 29 (??/??/??)   58.908  (m)          193.27   (f) ADJUSTED    2 0
 CQ0873
 CQ0873.Superseded values are not recommended for survey control.
 CQ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0873.See file dsdata.txt to determine how the superseded data were derived.
 CQ0873
 CQ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR580554(NAD 83)
 CQ0873_MARKER: DD = SURVEY DISK
 CQ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0873_STAMPING: F 3434
 CQ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0873+STABILITY: SURFACE MOTION
 CQ0873
 CQ0873  HISTORY     - Date     Condition        Report By
 CQ0873  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0873  HISTORY     - 1950     GOOD             CGS
 CQ0873
 CQ0873                          STATION DESCRIPTION
 CQ0873
 CQ0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0873'9.05 MI NE FROM SIKES.
 CQ0873'9.05 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 CQ0873'SIKES, AT THE TOP OF A HILL, AT A JUNCTION WITH A DIM TRACK ROAD
 CQ0873'LEADING NORTH, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 110
 CQ0873'FEET EAST OF THE INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND
 CQ0873'THE TRACK ROAD, 7.5 FEET SOUTH OF A 5 INCH BLAZED PINE TREE, 6 FEET
 CQ0873'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0873'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS NOW
 CQ0873'STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0875 ***********************************************************************
 CQ0875  DESIGNATION -  F 3435 LAGS
 CQ0875  PID         -  CQ0875
 CQ0875  STATE/COUNTY-  LA/WINN
 CQ0875  USGS QUAD   -  WOMACK (1989)
 CQ0875
 CQ0875                         *CURRENT SURVEY CONTROL
 CQ0875  ___________________________________________________________________
 CQ0875* NAD 83(1986)-  32 08 03.     (N)    092 23 00.     (W)     SCALED    
 CQ0875* NAVD 88     -        50.86   (+/-2cm)     166.9    (feet)  VERTCON   
 CQ0875  ___________________________________________________________________
 CQ0875  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0875
 CQ0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0875
 CQ0875.The horizontal coordinates were scaled from a topographic map and have
 CQ0875.an estimated accuracy of +/- 6 seconds.
 CQ0875
 CQ0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0875.The vertical order pertains to the NGVD 29 superseded value.
 CQ0875
 CQ0875.The geoid height was determined by GEOID03.
 CQ0875
 CQ0875;                    North         East    Units  Estimated Accuracy
 CQ0875;SPC LA N     -   181,200.    1,011,010.      MT  (+/- 180 meters Scaled)
 CQ0875
 CQ0875                          SUPERSEDED SURVEY CONTROL
 CQ0875
 CQ0875  NGVD 29 (??/??/??)   50.886  (m)          166.95   (f) ADJUSTED    2 0
 CQ0875
 CQ0875.Superseded values are not recommended for survey control.
 CQ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0875.See file dsdata.txt to determine how the superseded data were derived.
 CQ0875
 CQ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR581554(NAD 83)
 CQ0875_MARKER: DD = SURVEY DISK
 CQ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0875_STAMPING: F 3435
 CQ0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0875+STABILITY: SURFACE MOTION
 CQ0875
 CQ0875  HISTORY     - Date     Condition        Report By
 CQ0875  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0875  HISTORY     - 1950     GOOD             CGS
 CQ0875  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0875
 CQ0875                          STATION DESCRIPTION
 CQ0875
 CQ0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0875'14.15 MI SE FROM CHATHAM.
 CQ0875'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0875'CHATHAM, THENCE 8.8 MILES SOUTH ALONG STATE HIGHWAY 543, AT A JUNCTION
 CQ0875'WITH A TRACK ROAD LEADING EAST, 45 FEET SOUTHEAST OF THE CENTER LINE
 CQ0875'OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD
 CQ0875'LEADING EAST, 28 FEET WEST OF A 14 INCH BLAZED OAK TREE, 2 FEET
 CQ0875'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0875'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW
 CQ0875'STATE HIGHWAY 4, AND STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
 CQ0875
 CQ0875                          STATION RECOVERY (1986)
 CQ0875
 CQ0875'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0620 ***********************************************************************
 CQ0620  DESIGNATION -  F 3436 LAGS
 CQ0620  PID         -  CQ0620
 CQ0620  STATE/COUNTY-  LA/WINN
 CQ0620  USGS QUAD   -  WOMACK (1989)
 CQ0620
 CQ0620                         *CURRENT SURVEY CONTROL
 CQ0620  ___________________________________________________________________
 CQ0620* NAD 83(1986)-  32 08 10.     (N)    092 22 52.     (W)     SCALED    
 CQ0620* NAVD 88     -        51.70   (+/-2cm)     169.6    (feet)  VERTCON   
 CQ0620  ___________________________________________________________________
 CQ0620  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0620
 CQ0620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0620
 CQ0620.The horizontal coordinates were scaled from a topographic map and have
 CQ0620.an estimated accuracy of +/- 6 seconds.
 CQ0620
 CQ0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0620.The vertical order pertains to the NGVD 29 superseded value.
 CQ0620
 CQ0620.The geoid height was determined by GEOID03.
 CQ0620
 CQ0620;                    North         East    Units  Estimated Accuracy
 CQ0620;SPC LA N     -   181,410.    1,011,220.      MT  (+/- 180 meters Scaled)
 CQ0620
 CQ0620                          SUPERSEDED SURVEY CONTROL
 CQ0620
 CQ0620  NGVD 29 (??/??/??)   51.730  (m)          169.72   (f) ADJUSTED    2 0
 CQ0620
 CQ0620.Superseded values are not recommended for survey control.
 CQ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0620.See file dsdata.txt to determine how the superseded data were derived.
 CQ0620
 CQ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR583556(NAD 83)
 CQ0620_MARKER: DD = SURVEY DISK
 CQ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0620_STAMPING: F 3436
 CQ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0620+STABILITY: SURFACE MOTION
 CQ0620
 CQ0620  HISTORY     - Date     Condition        Report By
 CQ0620  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0620  HISTORY     - 1950     GOOD             CGS
 CQ0620
 CQ0620                          STATION DESCRIPTION
 CQ0620
 CQ0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0620'14.0 MI SE FROM CHATHAM.
 CQ0620'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0620'CHATHAM, THENCE 8.65 MILES SOUTH ALONG STATE HIGHWAY 543.  AT THE TOP
 CQ0620'OF A HILL, 200 FEET NORTH OF A SHARP CURVE IN THE ROAD, 28 FEET WEST
 CQ0620'OF THE CENTER LINE OF THE HIGHWAY, 0.15 MILE NORTH OF A JUNCTION WITH
 CQ0620'A TRACK ROAD LEADING EAST, 0.1 MILE NORTH OF A SMALL WOODEN BRIDGE, 5
 CQ0620'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0620'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW
 CQ0620'STATE HIGHWAY 4.  AND STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0618 ***********************************************************************
 CQ0618  DESIGNATION -  F 3437 LAGS
 CQ0618  PID         -  CQ0618
 CQ0618  STATE/COUNTY-  LA/WINN
 CQ0618  USGS QUAD   -  WOMACK (1989)
 CQ0618
 CQ0618                         *CURRENT SURVEY CONTROL
 CQ0618  ___________________________________________________________________
 CQ0618* NAD 83(1986)-  32 08 33.     (N)    092 22 49.     (W)     SCALED    
 CQ0618* NAVD 88     -        42.20   (+/-2cm)     138.5    (feet)  VERTCON   
 CQ0618  ___________________________________________________________________
 CQ0618  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0618
 CQ0618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0618
 CQ0618.The horizontal coordinates were scaled from a topographic map and have
 CQ0618.an estimated accuracy of +/- 6 seconds.
 CQ0618
 CQ0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0618.The vertical order pertains to the NGVD 29 superseded value.
 CQ0618
 CQ0618.The geoid height was determined by GEOID03.
 CQ0618
 CQ0618;                    North         East    Units  Estimated Accuracy
 CQ0618;SPC LA N     -   182,120.    1,011,300.      MT  (+/- 180 meters Scaled)
 CQ0618
 CQ0618                          SUPERSEDED SURVEY CONTROL
 CQ0618
 CQ0618  NGVD 29 (??/??/??)   42.226  (m)          138.54   (f) ADJUSTED    2 0
 CQ0618
 CQ0618.Superseded values are not recommended for survey control.
 CQ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0618.See file dsdata.txt to determine how the superseded data were derived.
 CQ0618
 CQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR584563(NAD 83)
 CQ0618_MARKER: DD = SURVEY DISK
 CQ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0618_STAMPING: F 3437
 CQ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0618+STABILITY: SURFACE MOTION
 CQ0618
 CQ0618  HISTORY     - Date     Condition        Report By
 CQ0618  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0618  HISTORY     - 1950     GOOD             CGS
 CQ0618  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0618
 CQ0618                          STATION DESCRIPTION
 CQ0618
 CQ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0618'13.6 MI SE FROM CHATHAM.
 CQ0618'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0618'CHATHAM, THENCE 8.25 MILES SOUTH ALONG STATE HIGHWAY 543.  AT THE
 CQ0618'SOUTH EDGE OF A SWAMP, 0.15 MILE SOUTH OF THE MOST SOUTHERLY ONE OF 5
 CQ0618'WOODEN BRIDGES ACROSS THE SWAMP, 29 FEET EAST OF THE CENTER LINE OF
 CQ0618'THE HIGHWAY, 4 FEET NORTHWEST OF A 6 INCH BLAZED PINE TREE, 5.5 FEET
 CQ0618'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0618'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW
 CQ0618'STATE HIGHWAY 4.  AND STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
 CQ0618
 CQ0618                          STATION RECOVERY (1986)
 CQ0618
 CQ0618'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0617 ***********************************************************************
 CQ0617  DESIGNATION -  F 3438 LAGS
 CQ0617  PID         -  CQ0617
 CQ0617  STATE/COUNTY-  LA/WINN
 CQ0617  USGS QUAD   -  WOMACK (1989)
 CQ0617
 CQ0617                         *CURRENT SURVEY CONTROL
 CQ0617  ___________________________________________________________________
 CQ0617* NAD 83(1986)-  32 08 46.     (N)    092 22 46.     (W)     SCALED    
 CQ0617* NAVD 88     -        41.40   (+/-2cm)     135.8    (feet)  VERTCON   
 CQ0617  ___________________________________________________________________
 CQ0617  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0617
 CQ0617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0617
 CQ0617.The horizontal coordinates were scaled from a topographic map and have
 CQ0617.an estimated accuracy of +/- 6 seconds.
 CQ0617
 CQ0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0617.The vertical order pertains to the NGVD 29 superseded value.
 CQ0617
 CQ0617.The geoid height was determined by GEOID03.
 CQ0617
 CQ0617;                    North         East    Units  Estimated Accuracy
 CQ0617;SPC LA N     -   182,520.    1,011,370.      MT  (+/- 180 meters Scaled)
 CQ0617
 CQ0617                          SUPERSEDED SURVEY CONTROL
 CQ0617
 CQ0617  NGVD 29 (??/??/??)   41.429  (m)          135.92   (f) ADJUSTED    2 0
 CQ0617
 CQ0617.Superseded values are not recommended for survey control.
 CQ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0617.See file dsdata.txt to determine how the superseded data were derived.
 CQ0617
 CQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR585568(NAD 83)
 CQ0617_MARKER: DD = SURVEY DISK
 CQ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0617_STAMPING: F 3438
 CQ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0617+STABILITY: SURFACE MOTION
 CQ0617
 CQ0617  HISTORY     - Date     Condition        Report By
 CQ0617  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0617  HISTORY     - 1950     GOOD             CGS
 CQ0617
 CQ0617                          STATION DESCRIPTION
 CQ0617
 CQ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0617'13.35 MI SE FROM CHATHAM.
 CQ0617'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0617'CHATHAM, THENCE 8.0 MILES SOUTH ALONG STATE HIGHWAY 543, NEAR THE
 CQ0617'SOUTH EDGE OF A SWAMP, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CQ0617'75 FEET NORTHWEST OF THE NORTHWEST END OF A WOODEN BRIDGE, 24 FEET
 CQ0617'NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 10 FEET EAST OF
 CQ0617'A 16 INCH BLAZED PINE TREE, 2 FEET SOUTH OF A   E WITNESS POST, SET IN
 CQ0617'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CQ0617'NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4. AND STATE HIGHWAY 543
 CQ0617'IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0616 ***********************************************************************
 CQ0616  DESIGNATION -  F 3441 LAGS
 CQ0616  PID         -  CQ0616
 CQ0616  STATE/COUNTY-  LA/JACKSON
 CQ0616  USGS QUAD   -  WOMACK (1989)
 CQ0616
 CQ0616                         *CURRENT SURVEY CONTROL
 CQ0616  ___________________________________________________________________
 CQ0616* NAD 83(1986)-  32 09 43.     (N)    092 22 36.     (W)     SCALED    
 CQ0616* NAVD 88     -        56.68   (+/-2cm)     186.0    (feet)  VERTCON   
 CQ0616  ___________________________________________________________________
 CQ0616  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0616
 CQ0616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0616
 CQ0616.The horizontal coordinates were scaled from a topographic map and have
 CQ0616.an estimated accuracy of +/- 6 seconds.
 CQ0616
 CQ0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0616.The vertical order pertains to the NGVD 29 superseded value.
 CQ0616
 CQ0616.The geoid height was determined by GEOID03.
 CQ0616
 CQ0616;                    North         East    Units  Estimated Accuracy
 CQ0616;SPC LA N     -   184,280.    1,011,630.      MT  (+/- 180 meters Scaled)
 CQ0616
 CQ0616                          SUPERSEDED SURVEY CONTROL
 CQ0616
 CQ0616  NGVD 29 (??/??/??)   56.711  (m)          186.06   (f) ADJUSTED    2 0
 CQ0616
 CQ0616.Superseded values are not recommended for survey control.
 CQ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0616.See file dsdata.txt to determine how the superseded data were derived.
 CQ0616
 CQ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR587585(NAD 83)
 CQ0616_MARKER: DD = SURVEY DISK
 CQ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0616_STAMPING: F 3441
 CQ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0616+STABILITY: SURFACE MOTION
 CQ0616
 CQ0616  HISTORY     - Date     Condition        Report By
 CQ0616  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0616  HISTORY     - 1950     GOOD             CGS
 CQ0616
 CQ0616                          STATION DESCRIPTION
 CQ0616
 CQ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0616'12.2 MI SE FROM CHATHAM.
 CQ0616'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0616'CHATHAM, THENCE 6.85 MILES SOUTH ALONG STATE HIGHWAY 543.  AT A CURVE
 CQ0616'IN THE HIGHWAY, ON THE SOUTH SLOPE OF A HILL, 32 FEET WEST OF THE
 CQ0616'CENTER LINE OF THE HIGHWAY, 54 FEET SOUTH OF THE INTERSECTION OF THE
 CQ0616'CENTER LINES OF THE HIGHWAY AND A DIM TRACK ROAD LEADING SOUTHWEST, 6
 CQ0616'FEET SOUTHEAST OF AN 18 INCH BLAZED PINE TREE, 37 FEET NORTHEAST OF A
 CQ0616'BLAZED GUM TREE, 5.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ0616'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.  NOTE-- STATE
 CQ0616'HIGHWAY 17 IS NOW STATE HIGHWAY 4.  AND STATE HIGHWAY 543 IS NOW STATE
 CQ0616'HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0615 ***********************************************************************
 CQ0615  DESIGNATION -  F 3442 LAGS
 CQ0615  PID         -  CQ0615
 CQ0615  STATE/COUNTY-  LA/JACKSON
 CQ0615  USGS QUAD   -  VIXEN (1989)
 CQ0615
 CQ0615                         *CURRENT SURVEY CONTROL
 CQ0615  ___________________________________________________________________
 CQ0615* NAD 83(1986)-  32 09 57.     (N)    092 22 30.     (W)     SCALED    
 CQ0615* NAVD 88     -        60.77   (+/-2cm)     199.4    (feet)  VERTCON   
 CQ0615  ___________________________________________________________________
 CQ0615  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0615
 CQ0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0615
 CQ0615.The horizontal coordinates were scaled from a topographic map and have
 CQ0615.an estimated accuracy of +/- 6 seconds.
 CQ0615
 CQ0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0615.The vertical order pertains to the NGVD 29 superseded value.
 CQ0615
 CQ0615.The geoid height was determined by GEOID03.
 CQ0615
 CQ0615;                    North         East    Units  Estimated Accuracy
 CQ0615;SPC LA N     -   184,710.    1,011,790.      MT  (+/- 180 meters Scaled)
 CQ0615
 CQ0615                          SUPERSEDED SURVEY CONTROL
 CQ0615
 CQ0615  NGVD 29 (??/??/??)   60.798  (m)          199.47   (f) ADJUSTED    2 0
 CQ0615
 CQ0615.Superseded values are not recommended for survey control.
 CQ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0615.See file dsdata.txt to determine how the superseded data were derived.
 CQ0615
 CQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR589589(NAD 83)
 CQ0615_MARKER: DD = SURVEY DISK
 CQ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0615_STAMPING: F 3442
 CQ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0615+STABILITY: SURFACE MOTION
 CQ0615
 CQ0615  HISTORY     - Date     Condition        Report By
 CQ0615  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0615  HISTORY     - 1950     GOOD             CGS
 CQ0615
 CQ0615                          STATION DESCRIPTION
 CQ0615
 CQ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0615'11.95 MI SE FROM CHATHAM.
 CQ0615'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0615'CHATHAM, THENCE 6.6 MILES SOUTH ALONG STATE HIGHWAY 543.  AT A
 CQ0615'FARMHOUSE, AT A T ROAD JUNCTION, 29 FEET EAST OF THE CENTER LINE OF
 CQ0615'THE HIGHWAY, 135 FEET NORTH OF THE INTERSECTION OF THE CENTER LINES OF
 CQ0615'THE HIGHWAY AND A TRACK ROAD LEADING EAST, 3 FEET SOUTHWEST OF A POWER
 CQ0615'POLE, 53 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 36
 CQ0615'FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A WITNESS POST, SET IN THE
 CQ0615'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CQ0615'NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.  AND STATE HIGHWAY 543
 CQ0615'IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0614 ***********************************************************************
 CQ0614  DESIGNATION -  F 3443 LAGS
 CQ0614  PID         -  CQ0614
 CQ0614  STATE/COUNTY-  LA/JACKSON
 CQ0614  USGS QUAD   -  WOMACK (1989)
 CQ0614
 CQ0614                         *CURRENT SURVEY CONTROL
 CQ0614  ___________________________________________________________________
 CQ0614* NAD 83(1986)-  32 10 03.     (N)    092 22 36.     (W)     SCALED    
 CQ0614* NAVD 88     -        60.77   (+/-2cm)     199.4    (feet)  VERTCON   
 CQ0614  ___________________________________________________________________
 CQ0614  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0614
 CQ0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0614
 CQ0614.The horizontal coordinates were scaled from a topographic map and have
 CQ0614.an estimated accuracy of +/- 6 seconds.
 CQ0614
 CQ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0614.The vertical order pertains to the NGVD 29 superseded value.
 CQ0614
 CQ0614.The geoid height was determined by GEOID03.
 CQ0614
 CQ0614;                    North         East    Units  Estimated Accuracy
 CQ0614;SPC LA N     -   184,890.    1,011,630.      MT  (+/- 180 meters Scaled)
 CQ0614
 CQ0614                          SUPERSEDED SURVEY CONTROL
 CQ0614
 CQ0614  NGVD 29 (??/??/??)   60.803  (m)          199.48   (f) ADJUSTED    2 0
 CQ0614
 CQ0614.Superseded values are not recommended for survey control.
 CQ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0614.See file dsdata.txt to determine how the superseded data were derived.
 CQ0614
 CQ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR587591(NAD 83)
 CQ0614_MARKER: DD = SURVEY DISK
 CQ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0614_STAMPING: F 3443
 CQ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0614+STABILITY: SURFACE MOTION
 CQ0614
 CQ0614  HISTORY     - Date     Condition        Report By
 CQ0614  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0614  HISTORY     - 1950     GOOD             CGS
 CQ0614  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0614
 CQ0614                          STATION DESCRIPTION
 CQ0614
 CQ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0614'11.8 MI SE FROM CHATHAM.
 CQ0614'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0614'CHATHAM, THENCE 6.45 MILES SOUTH ALONG STATE HIGHWAY 543.  AT AN
 CQ0614'ABANDONED FARM SITE, 0.15 MILE NORTH OF A FARMHOUSE, AT A CURVE IN THE
 CQ0614'HIGHWAY, ON TOP OF A KNOLL FORMED BY A CUT IN THE HIGHWAY, 65 FEET
 CQ0614'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTHEAST OF A
 CQ0614'FENCE, 98 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST
 CQ0614'INTO A FIELD, 95 FEET NORTHWEST OF A POWER POLE, 5 FEET NORTHEAST OF A
 CQ0614'WITNESS POST, 7 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 CQ0614'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. NOTE-- STATE
 CQ0614'HIGHWAY 17 IS NOW STATE HIGHWAY 4.  AND STATE HIGHWAY 543 IS NOW STATE
 CQ0614'HIGHWAY 499.
 CQ0614
 CQ0614                          STATION RECOVERY (1986)
 CQ0614
 CQ0614'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0613 ***********************************************************************
 CQ0613  DESIGNATION -  F 3445 LAGS
 CQ0613  PID         -  CQ0613
 CQ0613  STATE/COUNTY-  LA/JACKSON
 CQ0613  USGS QUAD   -  WOMACK (1989)
 CQ0613
 CQ0613                         *CURRENT SURVEY CONTROL
 CQ0613  ___________________________________________________________________
 CQ0613* NAD 83(1986)-  32 10 22.     (N)    092 22 47.     (W)     SCALED    
 CQ0613* NAVD 88     -        65.24   (+/-2cm)     214.0    (feet)  VERTCON   
 CQ0613  ___________________________________________________________________
 CQ0613  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0613
 CQ0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0613
 CQ0613.The horizontal coordinates were scaled from a topographic map and have
 CQ0613.an estimated accuracy of +/- 6 seconds.
 CQ0613
 CQ0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0613.The vertical order pertains to the NGVD 29 superseded value.
 CQ0613
 CQ0613.The geoid height was determined by GEOID03.
 CQ0613
 CQ0613;                    North         East    Units  Estimated Accuracy
 CQ0613;SPC LA N     -   185,480.    1,011,340.      MT  (+/- 180 meters Scaled)
 CQ0613
 CQ0613                          SUPERSEDED SURVEY CONTROL
 CQ0613
 CQ0613  NGVD 29 (??/??/??)   65.272  (m)          214.15   (f) ADJUSTED    2 0
 CQ0613
 CQ0613.Superseded values are not recommended for survey control.
 CQ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0613.See file dsdata.txt to determine how the superseded data were derived.
 CQ0613
 CQ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR584597(NAD 83)
 CQ0613_MARKER: DD = SURVEY DISK
 CQ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0613_STAMPING: F 3445
 CQ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0613+STABILITY: SURFACE MOTION
 CQ0613
 CQ0613  HISTORY     - Date     Condition        Report By
 CQ0613  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0613  HISTORY     - 1950     GOOD             CGS
 CQ0613
 CQ0613                          STATION DESCRIPTION
 CQ0613
 CQ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0613'11.4 MI SE FROM CHATHAM.
 CQ0613'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0613'CHATHAM, THENCE 6.05 MILES SOUTH ALONG STATE HIGHWAY 543.  AT A
 CQ0613'FARMHOUSE, AT THE TOP OF A SMALL KNOLL, 67 FEET SOUTHWEST OF THE
 CQ0613'CENTER LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE CENTER LINE OF A
 CQ0613'TRACK ROAD LEADING WEST, 58 FEET SOUTH OF A POWER POLE, 73 FEET EAST
 CQ0613'OF A YARD FENCE, 5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 CQ0613'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE--
 CQ0613'STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.  AND STATE HIGHWAY 543 IS NOW
 CQ0613'STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0612 ***********************************************************************
 CQ0612  DESIGNATION -  F 3447 LAGS RESET 1956
 CQ0612  PID         -  CQ0612
 CQ0612  STATE/COUNTY-  LA/JACKSON
 CQ0612  USGS QUAD   -  WOMACK (1989)
 CQ0612
 CQ0612                         *CURRENT SURVEY CONTROL
 CQ0612  ___________________________________________________________________
 CQ0612* NAD 83(1986)-  32 10 46.     (N)    092 22 48.     (W)     SCALED    
 CQ0612* NAVD 88     -        66.60   (+/-2cm)     218.5    (feet)  VERTCON   
 CQ0612  ___________________________________________________________________
 CQ0612  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0612
 CQ0612  VERT ORDER  -  THIRD (See Below)
 CQ0612
 CQ0612.The horizontal coordinates were scaled from a topographic map and have
 CQ0612.an estimated accuracy of +/- 6 seconds.
 CQ0612
 CQ0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0612.The vertical order pertains to the NGVD 29 superseded value.
 CQ0612
 CQ0612.The geoid height was determined by GEOID03.
 CQ0612
 CQ0612;                    North         East    Units  Estimated Accuracy
 CQ0612;SPC LA N     -   186,220.    1,011,320.      MT  (+/- 180 meters Scaled)
 CQ0612
 CQ0612                          SUPERSEDED SURVEY CONTROL
 CQ0612
 CQ0612  NGVD 29 (??/??/??)   66.63   (m)          218.6    (f) RESET       3  
 CQ0612
 CQ0612.Superseded values are not recommended for survey control.
 CQ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0612.See file dsdata.txt to determine how the superseded data were derived.
 CQ0612
 CQ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR584604(NAD 83)
 CQ0612_MARKER: DD = SURVEY DISK
 CQ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0612_STAMPING: F 3447 RESET 1956
 CQ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0612+STABILITY: SURFACE MOTION
 CQ0612
 CQ0612  HISTORY     - Date     Condition        Report By
 CQ0612  HISTORY     - 1956     MONUMENTED       CGS
 CQ0612  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0612  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0612
 CQ0612                          STATION DESCRIPTION
 CQ0612
 CQ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0612'11 MI SE FROM CHATHAM.
 CQ0612'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0612'CHATHAM, JACKSON PARISH, THENCE 5.6 MILES SOUTHEAST ALONG STATE
 CQ0612'HIGHWAY 499.  AT THE JUNCTION OF A ROAD LEADING WEST TO ZOAR CHURCH
 CQ0612'AND CEMETERY, 137 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 37 FEET
 CQ0612'WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTHEAST OF A
 CQ0612'TRIANGULAR-BLAZED PINE TREE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 CQ0612'POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 CQ0612
 CQ0612                          STATION RECOVERY (1986)
 CQ0612
 CQ0612'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0612'MARK NOT FOUND.
 CQ0612
 CQ0612                          STATION RECOVERY (1986)
 CQ0612
 CQ0612'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0610 ***********************************************************************
 CQ0610  DESIGNATION -  F 3448 LAGS RESET 1956
 CQ0610  PID         -  CQ0610
 CQ0610  STATE/COUNTY-  LA/JACKSON
 CQ0610  USGS QUAD   -  WOMACK (1989)
 CQ0610
 CQ0610                         *CURRENT SURVEY CONTROL
 CQ0610  ___________________________________________________________________
 CQ0610* NAD 83(1986)-  32 11 01.     (N)    092 22 47.     (W)     SCALED    
 CQ0610* NAVD 88     -        63.91   (+/-2cm)     209.7    (feet)  VERTCON   
 CQ0610  ___________________________________________________________________
 CQ0610  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0610
 CQ0610  VERT ORDER  -  THIRD (See Below)
 CQ0610
 CQ0610.The horizontal coordinates were scaled from a topographic map and have
 CQ0610.an estimated accuracy of +/- 6 seconds.
 CQ0610
 CQ0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0610.The vertical order pertains to the NGVD 29 superseded value.
 CQ0610
 CQ0610.The geoid height was determined by GEOID03.
 CQ0610
 CQ0610;                    North         East    Units  Estimated Accuracy
 CQ0610;SPC LA N     -   186,680.    1,011,340.      MT  (+/- 180 meters Scaled)
 CQ0610
 CQ0610                          SUPERSEDED SURVEY CONTROL
 CQ0610
 CQ0610  NGVD 29 (??/??/??)   63.95   (m)          209.8    (f) RESET       3  
 CQ0610
 CQ0610.Superseded values are not recommended for survey control.
 CQ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0610.See file dsdata.txt to determine how the superseded data were derived.
 CQ0610
 CQ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR584609(NAD 83)
 CQ0610_MARKER: DD = SURVEY DISK
 CQ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0610_STAMPING: F 3448 RESET 1956
 CQ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0610+STABILITY: SURFACE MOTION
 CQ0610
 CQ0610  HISTORY     - Date     Condition        Report By
 CQ0610  HISTORY     - 1956     MONUMENTED       CGS
 CQ0610
 CQ0610                          STATION DESCRIPTION
 CQ0610
 CQ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0610'10.7 MI SE FROM CHATHAM.
 CQ0610'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE  HE POST OFFICE AT
 CQ0610'CHATHAM, JACKSON PARISH, THENCE 5.3 MILES SOUTHEAST ALONG STATE
 CQ0610'HIGHWAY 499.  AT THE JUNCTION OF A DRIVEWAY LEADING TO A FARMHOUSE,
 CQ0610'150 FEET SOUTHWEST OF THE FARMHOUSE, 111 FEET SOUTH OF THE DRIVEWAY,
 CQ0610'40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 58 FEET SOUTH OF A
 CQ0610'POWER POLE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 3
 CQ0610'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0758 ***********************************************************************
 CQ0758  DESIGNATION -  F 3449 LAGS
 CQ0758  PID         -  CQ0758
 CQ0758  STATE/COUNTY-  LA/JACKSON
 CQ0758  USGS QUAD   -  WOMACK (1989)
 CQ0758
 CQ0758                         *CURRENT SURVEY CONTROL
 CQ0758  ___________________________________________________________________
 CQ0758* NAD 83(1986)-  32 11 08.     (N)    092 22 52.     (W)     SCALED    
 CQ0758* NAVD 88     -        65.26   (+/-2cm)     214.1    (feet)  VERTCON   
 CQ0758  ___________________________________________________________________
 CQ0758  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0758
 CQ0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0758
 CQ0758.The horizontal coordinates were scaled from a topographic map and have
 CQ0758.an estimated accuracy of +/- 6 seconds.
 CQ0758
 CQ0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0758.The vertical order pertains to the NGVD 29 superseded value.
 CQ0758
 CQ0758.The geoid height was determined by GEOID03.
 CQ0758
 CQ0758;                    North         East    Units  Estimated Accuracy
 CQ0758;SPC LA N     -   186,890.    1,011,210.      MT  (+/- 180 meters Scaled)
 CQ0758
 CQ0758                          SUPERSEDED SURVEY CONTROL
 CQ0758
 CQ0758  NGVD 29 (??/??/??)   65.295  (m)          214.22   (f) ADJUSTED    2 0
 CQ0758
 CQ0758.Superseded values are not recommended for survey control.
 CQ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0758.See file dsdata.txt to determine how the superseded data were derived.
 CQ0758
 CQ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR583611(NAD 83)
 CQ0758_MARKER: DD = SURVEY DISK
 CQ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0758_STAMPING: F 3449
 CQ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0758+STABILITY: SURFACE MOTION
 CQ0758
 CQ0758  HISTORY     - Date     Condition        Report By
 CQ0758  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0758  HISTORY     - 1950     GOOD             CGS
 CQ0758  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0758
 CQ0758                          STATION DESCRIPTION
 CQ0758
 CQ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0758'10.55 MI SE FROM CHATHAM.
 CQ0758'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0758'CHATHAM, THENCE 5.2 MILES SOUTH ALONG STATE HIGHWAY 543, AT A JUNCTION
 CQ0758'WITH A TRACK ROAD LEADING EAST, NEAR TWO FARMHOUSES (ONE ON EACH SIDE
 CQ0758'OF THE HIGHWAY), 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 136
 CQ0758'FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE HIGHWAY
 CQ0758'AND THE TRACK ROAD, 54 FEET NORTH OF THE NORTHEAST CORNER OF THE
 CQ0758'FARMHOUSE, 12 FEET NORTHEAST OF A YARD FENCE CORNER, 5 FEET SOUTHEAST
 CQ0758'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 CQ0758'INCHES ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY
 CQ0758'4, AND STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
 CQ0758
 CQ0758                          STATION RECOVERY (1986)
 CQ0758
 CQ0758'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0757 ***********************************************************************
 CQ0757  DESIGNATION -  F 3450 LAGS RESET 1956
 CQ0757  PID         -  CQ0757
 CQ0757  STATE/COUNTY-  LA/JACKSON
 CQ0757  USGS QUAD   -  WOMACK (1989)
 CQ0757
 CQ0757                         *CURRENT SURVEY CONTROL
 CQ0757  ___________________________________________________________________
 CQ0757* NAD 83(1986)-  32 11 23.     (N)    092 22 53.     (W)     SCALED    
 CQ0757* NAVD 88     -        61.17   (+/-2cm)     200.7    (feet)  VERTCON   
 CQ0757  ___________________________________________________________________
 CQ0757  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0757
 CQ0757  VERT ORDER  -  THIRD (See Below)
 CQ0757
 CQ0757.The horizontal coordinates were scaled from a topographic map and have
 CQ0757.an estimated accuracy of +/- 6 seconds.
 CQ0757
 CQ0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0757.The vertical order pertains to the NGVD 29 superseded value.
 CQ0757
 CQ0757.The geoid height was determined by GEOID03.
 CQ0757
 CQ0757;                    North         East    Units  Estimated Accuracy
 CQ0757;SPC LA N     -   187,360.    1,011,180.      MT  (+/- 180 meters Scaled)
 CQ0757
 CQ0757                          SUPERSEDED SURVEY CONTROL
 CQ0757
 CQ0757  NGVD 29 (??/??/??)   61.20   (m)          200.8    (f) RESET       3  
 CQ0757
 CQ0757.Superseded values are not recommended for survey control.
 CQ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0757.See file dsdata.txt to determine how the superseded data were derived.
 CQ0757
 CQ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR583616(NAD 83)
 CQ0757_MARKER: DD = SURVEY DISK
 CQ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0757_STAMPING: F 3450 RESET 1956
 CQ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0757+STABILITY: SURFACE MOTION
 CQ0757
 CQ0757  HISTORY     - Date     Condition        Report By
 CQ0757  HISTORY     - 1956     MONUMENTED       CGS
 CQ0757
 CQ0757                          STATION DESCRIPTION
 CQ0757
 CQ0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0757'10.3 MI SE FROM CHATHAM.
 CQ0757'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0757'CHATHAM, JACKSON PARISH, THENCE 4.9 MILES SOUTHEAST ALONG STATE
 CQ0757'HIGHWAY 499.  AT THE MIDDLE OF A HIGHWAY CURVE, ON THE TOP OF A CUT
 CQ0757'BANK, AT THE JUNCTION OF AN ABANDONED TRACK ROAD LEADING SOUTHWEST, 40
 CQ0757'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 76 FEET NORTH OF A POWER
 CQ0757'POLE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 6 FEET
 CQ0757'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0755 ***********************************************************************
 CQ0755  DESIGNATION -  F 3451 LAGS RESET 1956
 CQ0755  PID         -  CQ0755
 CQ0755  STATE/COUNTY-  LA/JACKSON
 CQ0755  USGS QUAD   -  WOMACK (1989)
 CQ0755
 CQ0755                         *CURRENT SURVEY CONTROL
 CQ0755  ___________________________________________________________________
 CQ0755* NAD 83(1986)-  32 11 31.     (N)    092 22 49.     (W)     SCALED    
 CQ0755* NAVD 88     -        69.38   (+/-2cm)     227.6    (feet)  VERTCON   
 CQ0755  ___________________________________________________________________
 CQ0755  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0755
 CQ0755  VERT ORDER  -  THIRD (See Below)
 CQ0755
 CQ0755.The horizontal coordinates were scaled from a topographic map and have
 CQ0755.an estimated accuracy of +/- 6 seconds.
 CQ0755
 CQ0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0755.The vertical order pertains to the NGVD 29 superseded value.
 CQ0755
 CQ0755.The geoid height was determined by GEOID03.
 CQ0755
 CQ0755;                    North         East    Units  Estimated Accuracy
 CQ0755;SPC LA N     -   187,600.    1,011,290.      MT  (+/- 180 meters Scaled)
 CQ0755
 CQ0755                          SUPERSEDED SURVEY CONTROL
 CQ0755
 CQ0755  NGVD 29 (??/??/??)   69.41   (m)          227.7    (f) RESET       3  
 CQ0755
 CQ0755.Superseded values are not recommended for survey control.
 CQ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0755.See file dsdata.txt to determine how the superseded data were derived.
 CQ0755
 CQ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR584618(NAD 83)
 CQ0755_MARKER: DD = SURVEY DISK
 CQ0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0755_STAMPING: F 3451 RESET 1956
 CQ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0755+STABILITY: SURFACE MOTION
 CQ0755
 CQ0755  HISTORY     - Date     Condition        Report By
 CQ0755  HISTORY     - 1956     MONUMENTED       CGS
 CQ0755  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0755
 CQ0755                          STATION DESCRIPTION
 CQ0755
 CQ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0755'10.2 MI SE FROM CHATHAM.
 CQ0755'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0755'CHATHAM, JACKSON PARISH, THENCE 4.8 MILES SOUTHEAST ALONG STATE
 CQ0755'HIGHWAY 499.  AT THE JUNCTION OF A TRACK ROAD LEADING WEST, 80 FEET
 CQ0755'NORTH OF THE CENTERLINE OF THE TRACK ROAD, 39 FEET EAST OF THE
 CQ0755'CENTERLINE OF THE HIGHWAY, 71 FEET NORTH OF A POWER POLE, 15 FEET
 CQ0755'SOUTH OF A BLAZED TWIN PINE TREE, 3 FEET NORTH OF A WHITE WOODEN
 CQ0755'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 CQ0755
 CQ0755                          STATION RECOVERY (1986)
 CQ0755
 CQ0755'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0751 ***********************************************************************
 CQ0751  DESIGNATION -  F 3453 LAGS RESET 1956
 CQ0751  PID         -  CQ0751
 CQ0751  STATE/COUNTY-  LA/JACKSON
 CQ0751  USGS QUAD   -  WOMACK (1989)
 CQ0751
 CQ0751                         *CURRENT SURVEY CONTROL
 CQ0751  ___________________________________________________________________
 CQ0751* NAD 83(1986)-  32 11 50.     (N)    092 22 47.     (W)     SCALED    
 CQ0751* NAVD 88     -        71.37   (+/-2cm)     234.2    (feet)  VERTCON   
 CQ0751  ___________________________________________________________________
 CQ0751  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0751
 CQ0751  VERT ORDER  -  THIRD (See Below)
 CQ0751
 CQ0751.The horizontal coordinates were scaled from a topographic map and have
 CQ0751.an estimated accuracy of +/- 6 seconds.
 CQ0751
 CQ0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0751.The vertical order pertains to the NGVD 29 superseded value.
 CQ0751
 CQ0751.The geoid height was determined by GEOID03.
 CQ0751
 CQ0751;                    North         East    Units  Estimated Accuracy
 CQ0751;SPC LA N     -   188,190.    1,011,340.      MT  (+/- 180 meters Scaled)
 CQ0751
 CQ0751                          SUPERSEDED SURVEY CONTROL
 CQ0751
 CQ0751  NGVD 29 (??/??/??)   71.40   (m)          234.3    (f) RESET       3  
 CQ0751
 CQ0751.Superseded values are not recommended for survey control.
 CQ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0751.See file dsdata.txt to determine how the superseded data were derived.
 CQ0751
 CQ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR584624(NAD 83)
 CQ0751_MARKER: DD = SURVEY DISK
 CQ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0751_STAMPING: F 3453 RESET 1956
 CQ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0751+STABILITY: SURFACE MOTION
 CQ0751
 CQ0751  HISTORY     - Date     Condition        Report By
 CQ0751  HISTORY     - 1956     MONUMENTED       CGS
 CQ0751
 CQ0751                          STATION DESCRIPTION
 CQ0751
 CQ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0751'9.8 MI SE FROM CHATHAM.
 CQ0751'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0751'CHATHAM, JACKSON PARISH, THENCE 4.4 MILES SOUTHEAST ALONG STATE
 CQ0751'HIGHWAY 499.  AT THE SITE OF AN ABANDONED FARM AND THE JUNCTION OF A
 CQ0751'ROAD LEADING WEST, 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 34
 CQ0751'FEET NORTH OF THE CENTERLINE OF THE ROAD, 11 FEET NORTH OF A POWER
 CQ0751'POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 CQ0751'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0749 ***********************************************************************
 CQ0749  DESIGNATION -  F 3454 LAGS RESET 1956
 CQ0749  PID         -  CQ0749
 CQ0749  STATE/COUNTY-  LA/JACKSON
 CQ0749  USGS QUAD   -  WOMACK (1989)
 CQ0749
 CQ0749                         *CURRENT SURVEY CONTROL
 CQ0749  ___________________________________________________________________
 CQ0749* NAD 83(1986)-  32 12 01.     (N)    092 22 51.     (W)     SCALED    
 CQ0749* NAVD 88     -        67.54   (+/-2cm)     221.6    (feet)  VERTCON   
 CQ0749  ___________________________________________________________________
 CQ0749  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0749
 CQ0749  VERT ORDER  -  THIRD (See Below)
 CQ0749
 CQ0749.The horizontal coordinates were scaled from a topographic map and have
 CQ0749.an estimated accuracy of +/- 6 seconds.
 CQ0749
 CQ0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0749.The vertical order pertains to the NGVD 29 superseded value.
 CQ0749
 CQ0749.The geoid height was determined by GEOID03.
 CQ0749
 CQ0749;                    North         East    Units  Estimated Accuracy
 CQ0749;SPC LA N     -   188,530.    1,011,240.      MT  (+/- 180 meters Scaled)
 CQ0749
 CQ0749                          SUPERSEDED SURVEY CONTROL
 CQ0749
 CQ0749  NGVD 29 (??/??/??)   67.57   (m)          221.7    (f) RESET       3  
 CQ0749
 CQ0749.Superseded values are not recommended for survey control.
 CQ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0749.See file dsdata.txt to determine how the superseded data were derived.
 CQ0749
 CQ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR583628(NAD 83)
 CQ0749_MARKER: DD = SURVEY DISK
 CQ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0749_STAMPING: F 3454 RESET 1956
 CQ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0749+STABILITY: SURFACE MOTION
 CQ0749
 CQ0749  HISTORY     - Date     Condition        Report By
 CQ0749  HISTORY     - 1956     MONUMENTED       CGS
 CQ0749
 CQ0749                          STATION DESCRIPTION
 CQ0749
 CQ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0749'9.6 MI SE FROM CHATHAM.
 CQ0749'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0749'CHATHAM, JACKSON PARISH, THENCE 4.2 MILES SOUTHEAST ALONG STATE
 CQ0749'HIGHWAY 499.  AT THE NORTH END OF A HIGHWAY CURVE, 130 FEET NORTHWEST
 CQ0749'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF THE H.M. SIMONS
 CQ0749'FARMHOUSE, 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET
 CQ0749'SOUTH OF A T-FENCE CORNER, 14 FEET NORTH OF A POWER POLE, AND ABOUT 2
 CQ0749'FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0747 ***********************************************************************
 CQ0747  DESIGNATION -  F 3455 LAGS RESET 1956
 CQ0747  PID         -  CQ0747
 CQ0747  STATE/COUNTY-  LA/JACKSON
 CQ0747  USGS QUAD   -  WOMACK (1989)
 CQ0747
 CQ0747                         *CURRENT SURVEY CONTROL
 CQ0747  ___________________________________________________________________
 CQ0747* NAD 83(1986)-  32 12 15.     (N)    092 22 46.     (W)     SCALED    
 CQ0747* NAVD 88     -        68.46   (+/-2cm)     224.6    (feet)  VERTCON   
 CQ0747  ___________________________________________________________________
 CQ0747  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0747
 CQ0747  VERT ORDER  -  THIRD (See Below)
 CQ0747
 CQ0747.The horizontal coordinates were scaled from a topographic map and have
 CQ0747.an estimated accuracy of +/- 6 seconds.
 CQ0747
 CQ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0747.The vertical order pertains to the NGVD 29 superseded value.
 CQ0747
 CQ0747.The geoid height was determined by GEOID03.
 CQ0747
 CQ0747;                    North         East    Units  Estimated Accuracy
 CQ0747;SPC LA N     -   188,960.    1,011,370.      MT  (+/- 180 meters Scaled)
 CQ0747
 CQ0747                          SUPERSEDED SURVEY CONTROL
 CQ0747
 CQ0747  NGVD 29 (??/??/??)   68.49   (m)          224.7    (f) RESET       3  
 CQ0747
 CQ0747.Superseded values are not recommended for survey control.
 CQ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0747.See file dsdata.txt to determine how the superseded data were derived.
 CQ0747
 CQ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR584632(NAD 83)
 CQ0747_MARKER: DD = SURVEY DISK
 CQ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0747_STAMPING: F 3455 RESET 1956
 CQ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0747+STABILITY: SURFACE MOTION
 CQ0747
 CQ0747  HISTORY     - Date     Condition        Report By
 CQ0747  HISTORY     - 1956     MONUMENTED       CGS
 CQ0747
 CQ0747                          STATION DESCRIPTION
 CQ0747
 CQ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0747'9.3 MI SE FROM CHATHAM.
 CQ0747'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0747'CHATHAM, JACKSON PARISH, THENCE 3.9 MILES SOUTHEAST ALONG STATE
 CQ0747'HIGHWAY 499.  ABOUT 300 FEET NORTHEAST OF THE JUNCTION OF A TRACK ROAD
 CQ0747'LEADING EAST, 120 FEET NORTH OF THE SOUTH ONE OF TWO POWER POLES ON
 CQ0747'THE EAST SIDE OF THE HIGHWAY, 37 FEET EAST OF THE CENTERLINE OF THE
 CQ0747'HIGHWAY, 2 FEET SOUTHWEST OF A BLAZED 8-INCH GUM TREE, 3 FEET NORTH OF
 CQ0747'A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0744 ***********************************************************************
 CQ0744  DESIGNATION -  F 3456 LAGS
 CQ0744  PID         -  CQ0744
 CQ0744  STATE/COUNTY-  LA/JACKSON
 CQ0744  USGS QUAD   -  WOMACK (1989)
 CQ0744
 CQ0744                         *CURRENT SURVEY CONTROL
 CQ0744  ___________________________________________________________________
 CQ0744* NAD 83(1986)-  32 12 21.     (N)    092 22 49.     (W)     SCALED    
 CQ0744* NAVD 88     -        65.88   (+/-2cm)     216.1    (feet)  VERTCON   
 CQ0744  ___________________________________________________________________
 CQ0744  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0744
 CQ0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0744
 CQ0744.The horizontal coordinates were scaled from a topographic map and have
 CQ0744.an estimated accuracy of +/- 6 seconds.
 CQ0744
 CQ0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0744.The vertical order pertains to the NGVD 29 superseded value.
 CQ0744
 CQ0744.The geoid height was determined by GEOID03.
 CQ0744
 CQ0744;                    North         East    Units  Estimated Accuracy
 CQ0744;SPC LA N     -   189,140.    1,011,290.      MT  (+/- 180 meters Scaled)
 CQ0744
 CQ0744                          SUPERSEDED SURVEY CONTROL
 CQ0744
 CQ0744  NGVD 29 (??/??/??)   65.913  (m)          216.25   (f) ADJUSTED    2 0
 CQ0744
 CQ0744.Superseded values are not recommended for survey control.
 CQ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0744.See file dsdata.txt to determine how the superseded data were derived.
 CQ0744
 CQ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR584634(NAD 83)
 CQ0744_MARKER: DD = SURVEY DISK
 CQ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0744_STAMPING: F 3456
 CQ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0744+STABILITY: SURFACE MOTION
 CQ0744
 CQ0744  HISTORY     - Date     Condition        Report By
 CQ0744  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0744  HISTORY     - 1950     GOOD             CGS
 CQ0744  HISTORY     - 1956     GOOD             CGS
 CQ0744
 CQ0744                          STATION DESCRIPTION
 CQ0744
 CQ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0744'9.2 MI SE FROM CHATHAM.
 CQ0744'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0744'CHATHAM, THENCE 3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 543, AT THE
 CQ0744'BEGINNING OF A CURVE IN THE ROAD, 35.5 FEET NORTHEAST OF THE CENTER
 CQ0744'LINE OF THE HIGHWAY, 69 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A
 CQ0744'POWER POLE, 11 FEET SOUTHWEST OF AN 8 INCH BLAZED PINE TREE, 2 FEET
 CQ0744'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0744'PROJECTS 3 INCHES ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW
 CQ0744'STATE HIGHWAY 4, AND STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
 CQ0744
 CQ0744                          STATION RECOVERY (1956)
 CQ0744
 CQ0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CQ0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0742 ***********************************************************************
 CQ0742  DESIGNATION -  F 3457 LAGS RESET 1956
 CQ0742  PID         -  CQ0742
 CQ0742  STATE/COUNTY-  LA/JACKSON
 CQ0742  USGS QUAD   -  WOMACK (1989)
 CQ0742
 CQ0742                         *CURRENT SURVEY CONTROL
 CQ0742  ___________________________________________________________________
 CQ0742* NAD 83(1986)-  32 12 26.     (N)    092 23 00.     (W)     SCALED    
 CQ0742* NAVD 88     -        61.27   (+/-2cm)     201.0    (feet)  VERTCON   
 CQ0742  ___________________________________________________________________
 CQ0742  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0742
 CQ0742  VERT ORDER  -  THIRD (See Below)
 CQ0742
 CQ0742.The horizontal coordinates were scaled from a topographic map and have
 CQ0742.an estimated accuracy of +/- 6 seconds.
 CQ0742
 CQ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0742.The vertical order pertains to the NGVD 29 superseded value.
 CQ0742
 CQ0742.The geoid height was determined by GEOID03.
 CQ0742
 CQ0742;                    North         East    Units  Estimated Accuracy
 CQ0742;SPC LA N     -   189,300.    1,011,000.      MT  (+/- 180 meters Scaled)
 CQ0742
 CQ0742                          SUPERSEDED SURVEY CONTROL
 CQ0742
 CQ0742  NGVD 29 (??/??/??)   61.30   (m)          201.1    (f) RESET       3  
 CQ0742
 CQ0742.Superseded values are not recommended for survey control.
 CQ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0742.See file dsdata.txt to determine how the superseded data were derived.
 CQ0742
 CQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR581635(NAD 83)
 CQ0742_MARKER: DD = SURVEY DISK
 CQ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0742_STAMPING: F 3457 RESET 1956
 CQ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0742+STABILITY: SURFACE MOTION
 CQ0742
 CQ0742  HISTORY     - Date     Condition        Report By
 CQ0742  HISTORY     - 1956     MONUMENTED       CGS
 CQ0742  HISTORY     - 1986     POOR             USPSQD
 CQ0742
 CQ0742                          STATION DESCRIPTION
 CQ0742
 CQ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0742'9 MI SE FROM CHATHAM.
 CQ0742'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0742'CHATHAM, JACKSON PARISH, THENCE 3.6 MILES SOUTHEAST ALONG STATE
 CQ0742'HIGHWAY 499.  MIDWAY BETWEEN TWO POWER POLES, 75 YARDS NORTH OF THE
 CQ0742'TOP OF A HILL.  40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20
 CQ0742'FEET NORTH OF A BLAZED GUM TREE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 CQ0742'POST, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 CQ0742
 CQ0742                          STATION RECOVERY (1986)
 CQ0742
 CQ0742'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0742'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0739 ***********************************************************************
 CQ0739  DESIGNATION -  F 3458 LAGS RESET 1956
 CQ0739  PID         -  CQ0739
 CQ0739  STATE/COUNTY-  LA/JACKSON
 CQ0739  USGS QUAD   -  WOMACK (1989)
 CQ0739
 CQ0739                         *CURRENT SURVEY CONTROL
 CQ0739  ___________________________________________________________________
 CQ0739* NAD 83(1986)-  32 12 38.     (N)    092 23 07.     (W)     SCALED    
 CQ0739* NAVD 88     -        56.95   (+/-2cm)     186.8    (feet)  VERTCON   
 CQ0739  ___________________________________________________________________
 CQ0739  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0739
 CQ0739  VERT ORDER  -  THIRD (See Below)
 CQ0739
 CQ0739.The horizontal coordinates were scaled from a topographic map and have
 CQ0739.an estimated accuracy of +/- 6 seconds.
 CQ0739
 CQ0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0739.The vertical order pertains to the NGVD 29 superseded value.
 CQ0739
 CQ0739.The geoid height was determined by GEOID03.
 CQ0739
 CQ0739;                    North         East    Units  Estimated Accuracy
 CQ0739;SPC LA N     -   189,670.    1,010,820.      MT  (+/- 180 meters Scaled)
 CQ0739
 CQ0739                          SUPERSEDED SURVEY CONTROL
 CQ0739
 CQ0739  NGVD 29 (??/??/??)   56.98   (m)          186.9    (f) RESET       3  
 CQ0739
 CQ0739.Superseded values are not recommended for survey control.
 CQ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0739.See file dsdata.txt to determine how the superseded data were derived.
 CQ0739
 CQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR579639(NAD 83)
 CQ0739_MARKER: DD = SURVEY DISK
 CQ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0739_STAMPING: F 3458 RESET 1956
 CQ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0739+STABILITY: SURFACE MOTION
 CQ0739
 CQ0739  HISTORY     - Date     Condition        Report By
 CQ0739  HISTORY     - 1956     MONUMENTED       CGS
 CQ0739
 CQ0739                          STATION DESCRIPTION
 CQ0739
 CQ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0739'8.8 MI SE FROM CHATHAM.
 CQ0739'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0739'CHATHAM, JACKSON PARISH, THENCE 3.4 MILES SOUTHEAST ALONG STATE
 CQ0739'HIGHWAY 499.  AT THE SOUTH END OF A HIGHWAY CURVE, AT THE JUNCTION OF
 CQ0739'A DIRT ROAD LEADING SOUTHWEST, 39 FEET SOUTHWEST OF THE CENTERLINE OF
 CQ0739'THE HIGHWAY, 16 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 36
 CQ0739'FEET NORTHWEST OF A POWER POLE, 3 FEET NORTHWEST OF A WHITE WOODEN
 CQ0739'WITNESS POST, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0736 ***********************************************************************
 CQ0736  DESIGNATION -  F 3459 LAGS RESET 1956
 CQ0736  PID         -  CQ0736
 CQ0736  STATE/COUNTY-  LA/JACKSON
 CQ0736  USGS QUAD   -  WOMACK (1989)
 CQ0736
 CQ0736                         *CURRENT SURVEY CONTROL
 CQ0736  ___________________________________________________________________
 CQ0736* NAD 83(1986)-  32 12 45.     (N)    092 23 08.     (W)     SCALED    
 CQ0736* NAVD 88     -        61.47   (+/-2cm)     201.7    (feet)  VERTCON   
 CQ0736  ___________________________________________________________________
 CQ0736  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0736
 CQ0736  VERT ORDER  -  THIRD (See Below)
 CQ0736
 CQ0736.The horizontal coordinates were scaled from a topographic map and have
 CQ0736.an estimated accuracy of +/- 6 seconds.
 CQ0736
 CQ0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0736.The vertical order pertains to the NGVD 29 superseded value.
 CQ0736
 CQ0736.The geoid height was determined by GEOID03.
 CQ0736
 CQ0736;                    North         East    Units  Estimated Accuracy
 CQ0736;SPC LA N     -   189,880.    1,010,790.      MT  (+/- 180 meters Scaled)
 CQ0736
 CQ0736                          SUPERSEDED SURVEY CONTROL
 CQ0736
 CQ0736  NGVD 29 (??/??/??)   61.50   (m)          201.8    (f) RESET       3  
 CQ0736
 CQ0736.Superseded values are not recommended for survey control.
 CQ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0736.See file dsdata.txt to determine how the superseded data were derived.
 CQ0736
 CQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR579641(NAD 83)
 CQ0736_MARKER: DD = SURVEY DISK
 CQ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0736_STAMPING: F 3459 RESET 1956
 CQ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0736+STABILITY: SURFACE MOTION
 CQ0736
 CQ0736  HISTORY     - Date     Condition        Report By
 CQ0736  HISTORY     - 1956     MONUMENTED       CGS
 CQ0736
 CQ0736                          STATION DESCRIPTION
 CQ0736
 CQ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0736'8.6 MI SE FROM CHATHAM.
 CQ0736'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0736'CHATHAM, JACKSON PARISH, THENCE 3.2 MILES SOUTHEAST ALONG STATE
 CQ0736'HIGHWAY 499.  IN A SMALL CLEARED AREA IN A PINE THICKET, 39 FEET SOUTH
 CQ0736'OF A POWER POLE, 34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 CQ0736'EAST OF A FENCE, 4 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 CQ0736'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0734 ***********************************************************************
 CQ0734  DESIGNATION -  F 3460 LAGS RESET 1956
 CQ0734  PID         -  CQ0734
 CQ0734  STATE/COUNTY-  LA/JACKSON
 CQ0734  USGS QUAD   -  WOMACK (1989)
 CQ0734
 CQ0734                         *CURRENT SURVEY CONTROL
 CQ0734  ___________________________________________________________________
 CQ0734* NAD 83(1986)-  32 12 53.     (N)    092 23 07.     (W)     SCALED    
 CQ0734* NAVD 88     -        63.39   (+/-2cm)     208.0    (feet)  VERTCON   
 CQ0734  ___________________________________________________________________
 CQ0734  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0734
 CQ0734  VERT ORDER  -  THIRD (See Below)
 CQ0734
 CQ0734.The horizontal coordinates were scaled from a topographic map and have
 CQ0734.an estimated accuracy of +/- 6 seconds.
 CQ0734
 CQ0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0734.The vertical order pertains to the NGVD 29 superseded value.
 CQ0734
 CQ0734.The geoid height was determined by GEOID03.
 CQ0734
 CQ0734;                    North         East    Units  Estimated Accuracy
 CQ0734;SPC LA N     -   190,130.    1,010,810.      MT  (+/- 180 meters Scaled)
 CQ0734
 CQ0734                          SUPERSEDED SURVEY CONTROL
 CQ0734
 CQ0734  NGVD 29 (??/??/??)   63.43   (m)          208.1    (f) RESET       3  
 CQ0734
 CQ0734.Superseded values are not recommended for survey control.
 CQ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0734.See file dsdata.txt to determine how the superseded data were derived.
 CQ0734
 CQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR579644(NAD 83)
 CQ0734_MARKER: DD = SURVEY DISK
 CQ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0734_STAMPING: F 3460 RESET 1956
 CQ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0734+STABILITY: SURFACE MOTION
 CQ0734
 CQ0734  HISTORY     - Date     Condition        Report By
 CQ0734  HISTORY     - 1956     MONUMENTED       CGS
 CQ0734
 CQ0734                          STATION DESCRIPTION
 CQ0734
 CQ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0734'8.5 MI SE FROM CHATHAM.
 CQ0734'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0734'CHATHAM, JACKSON PARISH, THENCE 3.1 MILES SOUTHEAST ALONG STATE
 CQ0734'HIGHWAY 499.  AT THE SOUTHWEST EDGE OF A CLEARED FIELD, 100 FEET NORTH
 CQ0734'OF THE TOP OF A HILL, AT THE T-JUNCTION OF A ROAD LEADING EAST TO A
 CQ0734'FARMHOUSE, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 34 FEET EAST
 CQ0734'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF A WHITE WOODEN
 CQ0734'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0732 ***********************************************************************
 CQ0732  DESIGNATION -  F 3461 LAGS
 CQ0732  PID         -  CQ0732
 CQ0732  STATE/COUNTY-  LA/JACKSON
 CQ0732  USGS QUAD   -  WOMACK (1989)
 CQ0732
 CQ0732                         *CURRENT SURVEY CONTROL
 CQ0732  ___________________________________________________________________
 CQ0732* NAD 83(1986)-  32 13 06.     (N)    092 23 07.     (W)     SCALED    
 CQ0732* NAVD 88     -        64.64   (+/-2cm)     212.1    (feet)  VERTCON   
 CQ0732  ___________________________________________________________________
 CQ0732  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0732
 CQ0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0732
 CQ0732.The horizontal coordinates were scaled from a topographic map and have
 CQ0732.an estimated accuracy of +/- 6 seconds.
 CQ0732
 CQ0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0732.The vertical order pertains to the NGVD 29 superseded value.
 CQ0732
 CQ0732.The geoid height was determined by GEOID03.
 CQ0732
 CQ0732;                    North         East    Units  Estimated Accuracy
 CQ0732;SPC LA N     -   190,530.    1,010,810.      MT  (+/- 180 meters Scaled)
 CQ0732
 CQ0732                          SUPERSEDED SURVEY CONTROL
 CQ0732
 CQ0732  NGVD 29 (??/??/??)   64.671  (m)          212.17   (f) ADJUSTED    2 0
 CQ0732
 CQ0732.Superseded values are not recommended for survey control.
 CQ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0732.See file dsdata.txt to determine how the superseded data were derived.
 CQ0732
 CQ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR579648(NAD 83)
 CQ0732_MARKER: DD = SURVEY DISK
 CQ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0732_STAMPING: F 3461
 CQ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0732+STABILITY: SURFACE MOTION
 CQ0732
 CQ0732  HISTORY     - Date     Condition        Report By
 CQ0732  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0732  HISTORY     - 1950     GOOD             CGS
 CQ0732
 CQ0732                          STATION DESCRIPTION
 CQ0732
 CQ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0732'8.2 MI SE FROM CHATHAM.
 CQ0732'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0732'CHATHAM, THENCE 2.85 MILES SOUTHEAST ALONG STATE HIGHWAY 543.  ON THE
 CQ0732'SLOPE OF A HILL, 0.1 MILE SOUTHEAST OF A FARMHOUSE, AT A CURVE IN THE
 CQ0732'ROAD, ON THE EAST SIDE OF A GULLEY WHICH IS ON THE EAST SIDE OF THE
 CQ0732'HIGHWAY, 103 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 CQ0732'NORTHEAST OF A POWER POLE, 53 FEET NORTHEAST OF A 12 INCH BLAZED GUM
 CQ0732'TREE, 5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ0732'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 CQ0732'17 IS NOW STATE HIGHWAY 4, AND STATE HIGHWAY 543 IS NOW STATE HIGHWAY
 CQ0732'499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0731 ***********************************************************************
 CQ0731  DESIGNATION -  F 3463 LAGS RESET 1956
 CQ0731  PID         -  CQ0731
 CQ0731  STATE/COUNTY-  LA/JACKSON
 CQ0731  USGS QUAD   -  WOMACK (1989)
 CQ0731
 CQ0731                         *CURRENT SURVEY CONTROL
 CQ0731  ___________________________________________________________________
 CQ0731* NAD 83(1986)-  32 13 15.     (N)    092 23 28.     (W)     SCALED    
 CQ0731* NAVD 88     -        62.68   (+/-2cm)     205.6    (feet)  VERTCON   
 CQ0731  ___________________________________________________________________
 CQ0731  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0731
 CQ0731  VERT ORDER  -  THIRD (See Below)
 CQ0731
 CQ0731.The horizontal coordinates were scaled from a topographic map and have
 CQ0731.an estimated accuracy of +/- 6 seconds.
 CQ0731
 CQ0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0731.The vertical order pertains to the NGVD 29 superseded value.
 CQ0731
 CQ0731.The geoid height was determined by GEOID03.
 CQ0731
 CQ0731;                    North         East    Units  Estimated Accuracy
 CQ0731;SPC LA N     -   190,800.    1,010,260.      MT  (+/- 180 meters Scaled)
 CQ0731
 CQ0731                          SUPERSEDED SURVEY CONTROL
 CQ0731
 CQ0731  NGVD 29 (??/??/??)   62.71   (m)          205.7    (f) RESET       3  
 CQ0731
 CQ0731.Superseded values are not recommended for survey control.
 CQ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0731.See file dsdata.txt to determine how the superseded data were derived.
 CQ0731
 CQ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR573650(NAD 83)
 CQ0731_MARKER: DD = SURVEY DISK
 CQ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0731_STAMPING: F 3463 RESET 1956
 CQ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0731+STABILITY: SURFACE MOTION
 CQ0731
 CQ0731  HISTORY     - Date     Condition        Report By
 CQ0731  HISTORY     - 1956     MONUMENTED       CGS
 CQ0731  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0731
 CQ0731                          STATION DESCRIPTION
 CQ0731
 CQ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0731'7.9 MI SE FROM CHATHAM.
 CQ0731'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0731'CHATHAM, JACKSON PARISH, THENCE 2.5 MILES SOUTHEAST ALONG STATE
 CQ0731'HIGHWAY 499.  0.05 MILE SOUTHEAST OF A SMALL STREAM AT THE MIDDLE OF A
 CQ0731'LONG GRADE, ABOUT 250 FEET NORTHWEST OF AN ABANDONED FARMHOUSE, 180
 CQ0731'FEET EAST OF A POWER POLE, 39 FEET SOUTH OF THE CENTERLINE OF THE
 CQ0731'HIGHWAY, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET
 CQ0731'HIGHER THAN THE HIGHWAY.
 CQ0731
 CQ0731                          STATION RECOVERY (1986)
 CQ0731
 CQ0731'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0729 ***********************************************************************
 CQ0729  DESIGNATION -  F 3464 LAGS RESET 1956
 CQ0729  PID         -  CQ0729
 CQ0729  STATE/COUNTY-  LA/JACKSON
 CQ0729  USGS QUAD   -  WOMACK (1989)
 CQ0729
 CQ0729                         *CURRENT SURVEY CONTROL
 CQ0729  ___________________________________________________________________
 CQ0729* NAD 83(1986)-  32 13 14.     (N)    092 23 28.     (W)     SCALED    
 CQ0729* NAVD 88     -        68.56   (+/-2cm)     224.9    (feet)  VERTCON   
 CQ0729  ___________________________________________________________________
 CQ0729  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0729
 CQ0729  VERT ORDER  -  THIRD (See Below)
 CQ0729
 CQ0729.The horizontal coordinates were scaled from a topographic map and have
 CQ0729.an estimated accuracy of +/- 6 seconds.
 CQ0729
 CQ0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0729.The vertical order pertains to the NGVD 29 superseded value.
 CQ0729
 CQ0729.The geoid height was determined by GEOID03.
 CQ0729
 CQ0729;                    North         East    Units  Estimated Accuracy
 CQ0729;SPC LA N     -   190,770.    1,010,260.      MT  (+/- 180 meters Scaled)
 CQ0729
 CQ0729                          SUPERSEDED SURVEY CONTROL
 CQ0729
 CQ0729  NGVD 29 (??/??/??)   68.60   (m)          225.1    (f) RESET       3  
 CQ0729
 CQ0729.Superseded values are not recommended for survey control.
 CQ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0729.See file dsdata.txt to determine how the superseded data were derived.
 CQ0729
 CQ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR573650(NAD 83)
 CQ0729_MARKER: DD = SURVEY DISK
 CQ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0729_STAMPING: F 3464 RESET 1956
 CQ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0729+STABILITY: SURFACE MOTION
 CQ0729
 CQ0729  HISTORY     - Date     Condition        Report By
 CQ0729  HISTORY     - 1956     MONUMENTED       CGS
 CQ0729
 CQ0729                          STATION DESCRIPTION
 CQ0729
 CQ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0729'7.7 MI SE FROM CHATHAM.
 CQ0729'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0729'CHATHAM, JACKSON PARISH, THENCE 2.3 MILES SOUTH ALONG STATE HIGHWAY
 CQ0729'499.  ON THE SOUTH SLOPE OF A HILL, NEAR THE NORTH END OF A HIGHWAY
 CQ0729'CURVE, 76 FEET SOUTHEAST OF A POWER POLE, 40 FEET WEST OF THE
 CQ0729'CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF A BLAZED 10-INCH PINE TREE,
 CQ0729'3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET
 CQ0729'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0726 ***********************************************************************
 CQ0726  DESIGNATION -  F 3465 LAGS
 CQ0726  PID         -  CQ0726
 CQ0726  STATE/COUNTY-  LA/JACKSON
 CQ0726  USGS QUAD   -  WOMACK (1989)
 CQ0726
 CQ0726                         *CURRENT SURVEY CONTROL
 CQ0726  ___________________________________________________________________
 CQ0726* NAD 83(1986)-  32 13 27.     (N)    092 23 50.     (W)     SCALED    
 CQ0726* NAVD 88     -        75.91   (+/-2cm)     249.0    (feet)  VERTCON   
 CQ0726  ___________________________________________________________________
 CQ0726  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0726
 CQ0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0726
 CQ0726.The horizontal coordinates were scaled from a topographic map and have
 CQ0726.an estimated accuracy of +/- 6 seconds.
 CQ0726
 CQ0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0726.The vertical order pertains to the NGVD 29 superseded value.
 CQ0726
 CQ0726.The geoid height was determined by GEOID03.
 CQ0726
 CQ0726;                    North         East    Units  Estimated Accuracy
 CQ0726;SPC LA N     -   191,170.    1,009,690.      MT  (+/- 180 meters Scaled)
 CQ0726
 CQ0726                          SUPERSEDED SURVEY CONTROL
 CQ0726
 CQ0726  NGVD 29 (??/??/??)   75.946  (m)          249.17   (f) ADJUSTED    2 0
 CQ0726
 CQ0726.Superseded values are not recommended for survey control.
 CQ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0726.See file dsdata.txt to determine how the superseded data were derived.
 CQ0726
 CQ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR567654(NAD 83)
 CQ0726_MARKER: DD = SURVEY DISK
 CQ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0726_STAMPING: F 3465
 CQ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0726+STABILITY: SURFACE MOTION
 CQ0726
 CQ0726  HISTORY     - Date     Condition        Report By
 CQ0726  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0726  HISTORY     - 1950     GOOD             CGS
 CQ0726
 CQ0726                          STATION DESCRIPTION
 CQ0726
 CQ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0726'7.5 MI SE FROM CHATHAM.
 CQ0726'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0726'CHATHAM, THENCE 2.15 MILES SOUTH ALONG STATE HIGHWAY 543, 0.1 MILE
 CQ0726'SOUTH OF A JUNCTION WITH A DIRT ROAD LEADING SOUTHWEST, AT A ROAD CUT,
 CQ0726'27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 122 FEET
 CQ0726'NORTHWEST OF A POWER POLE, 17 FEET EAST OF AN 8 INCH BLAZED PINE TREE,
 CQ0726'6 FEET NORTHWEST OF A WITNESS POST, 9 FEET ABOVE THE LEVEL OF THE
 CQ0726'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 CQ0726'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0727 ***********************************************************************
 CQ0727  DESIGNATION -  F 3465 LAGS RESET 1956
 CQ0727  PID         -  CQ0727
 CQ0727  STATE/COUNTY-  LA/JACKSON
 CQ0727  USGS QUAD   -  WOMACK (1989)
 CQ0727
 CQ0727                         *CURRENT SURVEY CONTROL
 CQ0727  ___________________________________________________________________
 CQ0727* NAD 83(1986)-  32 14 57.     (N)    092 23 30.     (W)     SCALED    
 CQ0727* NAVD 88     -        75.87   (+/-2cm)     248.9    (feet)  VERTCON   
 CQ0727  ___________________________________________________________________
 CQ0727  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0727
 CQ0727  VERT ORDER  -  THIRD (See Below)
 CQ0727
 CQ0727.The horizontal coordinates were scaled from a topographic map and have
 CQ0727.an estimated accuracy of +/- 6 seconds.
 CQ0727
 CQ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0727.The vertical order pertains to the NGVD 29 superseded value.
 CQ0727
 CQ0727.The geoid height was determined by GEOID03.
 CQ0727
 CQ0727;                    North         East    Units  Estimated Accuracy
 CQ0727;SPC LA N     -   193,950.    1,010,210.      MT  (+/- 180 meters Scaled)
 CQ0727
 CQ0727                          SUPERSEDED SURVEY CONTROL
 CQ0727
 CQ0727  NGVD 29 (??/??/??)   75.91   (m)          249.0    (f) RESET       3  
 CQ0727
 CQ0727.Superseded values are not recommended for survey control.
 CQ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0727.See file dsdata.txt to determine how the superseded data were derived.
 CQ0727
 CQ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR573682(NAD 83)
 CQ0727_MARKER: DD = SURVEY DISK
 CQ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0727_STAMPING: F 3465 RESET 1956
 CQ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0727+STABILITY: SURFACE MOTION
 CQ0727
 CQ0727  HISTORY     - Date     Condition        Report By
 CQ0727  HISTORY     - 1956     MONUMENTED       CGS
 CQ0727  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0727
 CQ0727                          STATION DESCRIPTION
 CQ0727
 CQ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0727'7.5 MI SE FROM CHATHAM.
 CQ0727'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0727'CHATHAM, JACKSON PARISH, THENCE 2.1 MILES SOUTH ALONG STATE HIGHWAY
 CQ0727'499.  0.1 MILE SOUTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 CQ0727'AT A CUT, 121 FEET NORTHWEST OF A POWER POLE, 40 FEET SOUTHWEST OF THE
 CQ0727'CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 CQ0727
 CQ0727                          STATION RECOVERY (1986)
 CQ0727
 CQ0727'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0725 ***********************************************************************
 CQ0725  DESIGNATION -  F 3466 LAGS
 CQ0725  PID         -  CQ0725
 CQ0725  STATE/COUNTY-  LA/JACKSON
 CQ0725  USGS QUAD   -  WOMACK (1989)
 CQ0725
 CQ0725                         *CURRENT SURVEY CONTROL
 CQ0725  ___________________________________________________________________
 CQ0725* NAD 83(1986)-  32 13 39.     (N)    092 24 00.     (W)     SCALED    
 CQ0725* NAVD 88     -        74.40   (+/-2cm)     244.1    (feet)  VERTCON   
 CQ0725  ___________________________________________________________________
 CQ0725  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0725
 CQ0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0725
 CQ0725.The horizontal coordinates were scaled from a topographic map and have
 CQ0725.an estimated accuracy of +/- 6 seconds.
 CQ0725
 CQ0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0725.The vertical order pertains to the NGVD 29 superseded value.
 CQ0725
 CQ0725.The geoid height was determined by GEOID03.
 CQ0725
 CQ0725;                    North         East    Units  Estimated Accuracy
 CQ0725;SPC LA N     -   191,540.    1,009,430.      MT  (+/- 180 meters Scaled)
 CQ0725
 CQ0725                          SUPERSEDED SURVEY CONTROL
 CQ0725
 CQ0725  NGVD 29 (??/??/??)   74.435  (m)          244.21   (f) ADJUSTED    2 0
 CQ0725
 CQ0725.Superseded values are not recommended for survey control.
 CQ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0725.See file dsdata.txt to determine how the superseded data were derived.
 CQ0725
 CQ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR565658(NAD 83)
 CQ0725_MARKER: DD = SURVEY DISK
 CQ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0725_STAMPING: F 3466
 CQ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0725+STABILITY: SURFACE MOTION
 CQ0725
 CQ0725  HISTORY     - Date     Condition        Report By
 CQ0725  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0725  HISTORY     - 1950     GOOD             CGS
 CQ0725
 CQ0725                          STATION DESCRIPTION
 CQ0725
 CQ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0725'7.2 MI SE FROM CHATHAM.
 CQ0725'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0725'CHATHAM, THENCE 1.85 MILES SOUTH ALONG STATE HIGHWAY 543.  AT A CURVE
 CQ0725'IN THE ROAD, 0.15 MILE SOUTH OF A CHURCH, 59 FEET WEST OF THE CENTER
 CQ0725'LINE OF THE HIGHWAY, 19 FEET NORTH OF A 10 INCH BLAZED PINE TREE, 103
 CQ0725'FEET SOUTH OF A POWER POLE, 12 FEET SOUTHWEST OF A WITNESS POST, 2
 CQ0725'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 CQ0725'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS
 CQ0725'NOW STATE HIGHWAY 4.  AND STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0724 ***********************************************************************
 CQ0724  DESIGNATION -  F 3467 LAGS RESET 1956
 CQ0724  PID         -  CQ0724
 CQ0724  STATE/COUNTY-  LA/JACKSON
 CQ0724  USGS QUAD   -  WOMACK (1989)
 CQ0724
 CQ0724                         *CURRENT SURVEY CONTROL
 CQ0724  ___________________________________________________________________
 CQ0724* NAD 83(1986)-  32 13 54.     (N)    092 23 59.     (W)     SCALED    
 CQ0724* NAVD 88     -        77.45   (+/-2cm)     254.1    (feet)  VERTCON   
 CQ0724  ___________________________________________________________________
 CQ0724  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0724
 CQ0724  VERT ORDER  -  THIRD (See Below)
 CQ0724
 CQ0724.The horizontal coordinates were scaled from a topographic map and have
 CQ0724.an estimated accuracy of +/- 6 seconds.
 CQ0724
 CQ0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0724.The vertical order pertains to the NGVD 29 superseded value.
 CQ0724
 CQ0724.The geoid height was determined by GEOID03.
 CQ0724
 CQ0724;                    North         East    Units  Estimated Accuracy
 CQ0724;SPC LA N     -   192,000.    1,009,450.      MT  (+/- 180 meters Scaled)
 CQ0724
 CQ0724                          SUPERSEDED SURVEY CONTROL
 CQ0724
 CQ0724  NGVD 29 (??/??/??)   77.48   (m)          254.2    (f) RESET       3  
 CQ0724
 CQ0724.Superseded values are not recommended for survey control.
 CQ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0724.See file dsdata.txt to determine how the superseded data were derived.
 CQ0724
 CQ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR565662(NAD 83)
 CQ0724_MARKER: DD = SURVEY DISK
 CQ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0724_STAMPING: F 3467 RESET 1956
 CQ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0724+STABILITY: SURFACE MOTION
 CQ0724
 CQ0724  HISTORY     - Date     Condition        Report By
 CQ0724  HISTORY     - 1956     MONUMENTED       CGS
 CQ0724
 CQ0724                          STATION DESCRIPTION
 CQ0724
 CQ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0724'7 MI SE FROM CHATHAM.
 CQ0724'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0724'CHATHAM, JACKSON PARISH, THENCE 1.6 MILES SOUTH ALONG STATE HIGHWAY
 CQ0724'499.  0.1 MILE NORTH OF MOUNT PLEASANT CHURCH, ABOUT 100 YARDS SOUTH
 CQ0724'OF THE TOP OF A HILL, 72 FEET NORTH OF A POWER POLE, 42 FEET SOUTHWEST
 CQ0724'OF A BLAZED 14-INCH GUM TREE, 39 FEET EAST OF THE CENTERLINE OF THE
 CQ0724'HIGHWAY, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET
 CQ0724'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0722 ***********************************************************************
 CQ0722  DESIGNATION -  F 3468 LAGS
 CQ0722  PID         -  CQ0722
 CQ0722  STATE/COUNTY-  LA/JACKSON
 CQ0722  USGS QUAD   -  WOMACK (1989)
 CQ0722
 CQ0722                         *CURRENT SURVEY CONTROL
 CQ0722  ___________________________________________________________________
 CQ0722* NAD 83(1986)-  32 13 59.     (N)    092 23 58.     (W)     SCALED    
 CQ0722* NAVD 88     -        81.99   (+/-2cm)     269.0    (feet)  VERTCON   
 CQ0722  ___________________________________________________________________
 CQ0722  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0722
 CQ0722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0722
 CQ0722.The horizontal coordinates were scaled from a topographic map and have
 CQ0722.an estimated accuracy of +/- 6 seconds.
 CQ0722
 CQ0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0722.The vertical order pertains to the NGVD 29 superseded value.
 CQ0722
 CQ0722.The geoid height was determined by GEOID03.
 CQ0722
 CQ0722;                    North         East    Units  Estimated Accuracy
 CQ0722;SPC LA N     -   192,160.    1,009,480.      MT  (+/- 180 meters Scaled)
 CQ0722
 CQ0722                          SUPERSEDED SURVEY CONTROL
 CQ0722
 CQ0722  NGVD 29 (??/??/??)   82.022  (m)          269.10   (f) ADJUSTED    2 0
 CQ0722
 CQ0722.Superseded values are not recommended for survey control.
 CQ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0722.See file dsdata.txt to determine how the superseded data were derived.
 CQ0722
 CQ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR565664(NAD 83)
 CQ0722_MARKER: DD = SURVEY DISK
 CQ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0722_STAMPING: F 3468
 CQ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0722+STABILITY: SURFACE MOTION
 CQ0722
 CQ0722  HISTORY     - Date     Condition        Report By
 CQ0722  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0722  HISTORY     - 1950     GOOD             CGS
 CQ0722
 CQ0722                          STATION DESCRIPTION
 CQ0722
 CQ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0722'6.8 MI SE FROM CHATHAM.
 CQ0722'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0722'CHATHAM, THENCE 1.45 MILES SOUTH ALONG STATE HIGHWAY 543.  AT THE TOP
 CQ0722'OF A RISE IN THE ROAD, 0.2 MILE NORTH OF A CHURCH, 31 FEET WEST OF THE
 CQ0722'CENTER LINE OF THE HIGHWAY, 93 FEET NORTHWEST OF AND ACROSS THE
 CQ0722'HIGHWAY FROM A POWER POLE, 49 FEET NORTHWEST OF A 12 INCH PINE TREE, 2
 CQ0722'FEET WEST OF A WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 CQ0722'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CQ0722'GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.  AND STATE
 CQ0722'HIGHWAY 543 IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0721 ***********************************************************************
 CQ0721  DESIGNATION -  F 3469 LAGS RESET 1956
 CQ0721  PID         -  CQ0721
 CQ0721  STATE/COUNTY-  LA/JACKSON
 CQ0721  USGS QUAD   -  WOMACK (1989)
 CQ0721
 CQ0721                         *CURRENT SURVEY CONTROL
 CQ0721  ___________________________________________________________________
 CQ0721* NAD 83(1986)-  32 14 07.     (N)    092 23 58.     (W)     SCALED    
 CQ0721* NAVD 88     -        83.04   (+/-2cm)     272.4    (feet)  VERTCON   
 CQ0721  ___________________________________________________________________
 CQ0721  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0721
 CQ0721  VERT ORDER  -  THIRD (See Below)
 CQ0721
 CQ0721.The horizontal coordinates were scaled from a topographic map and have
 CQ0721.an estimated accuracy of +/- 6 seconds.
 CQ0721
 CQ0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0721.The vertical order pertains to the NGVD 29 superseded value.
 CQ0721
 CQ0721.The geoid height was determined by GEOID03.
 CQ0721
 CQ0721;                    North         East    Units  Estimated Accuracy
 CQ0721;SPC LA N     -   192,400.    1,009,480.      MT  (+/- 180 meters Scaled)
 CQ0721
 CQ0721                          SUPERSEDED SURVEY CONTROL
 CQ0721
 CQ0721  NGVD 29 (??/??/??)   83.08   (m)          272.6    (f) RESET       3  
 CQ0721
 CQ0721.Superseded values are not recommended for survey control.
 CQ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0721.See file dsdata.txt to determine how the superseded data were derived.
 CQ0721
 CQ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR565666(NAD 83)
 CQ0721_MARKER: DD = SURVEY DISK
 CQ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0721_STAMPING: F 3469 RESET 1956
 CQ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0721+STABILITY: SURFACE MOTION
 CQ0721
 CQ0721  HISTORY     - Date     Condition        Report By
 CQ0721  HISTORY     - 1956     MONUMENTED       CGS
 CQ0721
 CQ0721                          STATION DESCRIPTION
 CQ0721
 CQ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0721'6.6 MI SE FROM CHATHAM.
 CQ0721'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0721'CHATHAM, JACKSON PARISH, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY
 CQ0721'499.  AT THE NORTH END OF A HIGHWAY CURVE AND THE TOP OF A HILL, 104
 CQ0721'FEET SOUTHWEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST, 39 FEET
 CQ0721'WEST OF THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTH OF A POWERLINE
 CQ0721'BRACE POLE, 15 FEET NORTHEAST OF A BLAZED OAK TREE, AND ABOUT 6 FEET
 CQ0721'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0772 ***********************************************************************
 CQ0772  DESIGNATION -  F 3470 LAGS RESET 1956
 CQ0772  PID         -  CQ0772
 CQ0772  STATE/COUNTY-  LA/JACKSON
 CQ0772  USGS QUAD   -  WOMACK (1989)
 CQ0772
 CQ0772                         *CURRENT SURVEY CONTROL
 CQ0772  ___________________________________________________________________
 CQ0772* NAD 83(1986)-  32 14 21.     (N)    092 23 50.     (W)     SCALED    
 CQ0772* NAVD 88     -        77.99   (+/-2cm)     255.9    (feet)  VERTCON   
 CQ0772  ___________________________________________________________________
 CQ0772  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0772
 CQ0772  VERT ORDER  -  THIRD (See Below)
 CQ0772
 CQ0772.The horizontal coordinates were scaled from a topographic map and have
 CQ0772.an estimated accuracy of +/- 6 seconds.
 CQ0772
 CQ0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0772.The vertical order pertains to the NGVD 29 superseded value.
 CQ0772
 CQ0772.The geoid height was determined by GEOID03.
 CQ0772
 CQ0772;                    North         East    Units  Estimated Accuracy
 CQ0772;SPC LA N     -   192,840.    1,009,690.      MT  (+/- 180 meters Scaled)
 CQ0772
 CQ0772                          SUPERSEDED SURVEY CONTROL
 CQ0772
 CQ0772  NGVD 29 (??/??/??)   78.02   (m)          256.0    (f) RESET       3  
 CQ0772
 CQ0772.Superseded values are not recommended for survey control.
 CQ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0772.See file dsdata.txt to determine how the superseded data were derived.
 CQ0772
 CQ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR567671(NAD 83)
 CQ0772_MARKER: DD = SURVEY DISK
 CQ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0772_STAMPING: F 3470 RESET 1956
 CQ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0772+STABILITY: SURFACE MOTION
 CQ0772
 CQ0772  HISTORY     - Date     Condition        Report By
 CQ0772  HISTORY     - 1956     MONUMENTED       CGS
 CQ0772  HISTORY     - 1965     GOOD             CGS
 CQ0772
 CQ0772                          STATION DESCRIPTION
 CQ0772
 CQ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ0772'9.5 MI SE FROM CHATHAM.
 CQ0772'LOCATED ABOUT 5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST
 CQ0772'OFFICE IN CHATHAM TO ITS JUNCTION WITH STATE HIGHWAY 499, THENCE SOUTH
 CQ0772'ALONG STATE HIGHWAY 499 TO A CROSSROAD AND THE MARK IN THE NORTHEAST
 CQ0772'ANGLE OF THE INTERSECTION.  IT IS 102 FEET SOUTH OF POWER POLE, 38
 CQ0772'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, AND 38 FEET EAST OF
 CQ0772'THE CENTER OF THE HIGHWAY 499, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0719 ***********************************************************************
 CQ0719  DESIGNATION -  F 3471 LAGS RESET 1956
 CQ0719  PID         -  CQ0719
 CQ0719  STATE/COUNTY-  LA/JACKSON
 CQ0719  USGS QUAD   -  WOMACK (1989)
 CQ0719
 CQ0719                         *CURRENT SURVEY CONTROL
 CQ0719  ___________________________________________________________________
 CQ0719* NAD 83(1986)-  32 14 28.     (N)    092 23 47.     (W)     SCALED    
 CQ0719* NAVD 88     -        80.40   (+/-2cm)     263.8    (feet)  VERTCON   
 CQ0719  ___________________________________________________________________
 CQ0719  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0719
 CQ0719  VERT ORDER  -  THIRD (See Below)
 CQ0719
 CQ0719.The horizontal coordinates were scaled from a topographic map and have
 CQ0719.an estimated accuracy of +/- 6 seconds.
 CQ0719
 CQ0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0719.The vertical order pertains to the NGVD 29 superseded value.
 CQ0719
 CQ0719.The geoid height was determined by GEOID03.
 CQ0719
 CQ0719;                    North         East    Units  Estimated Accuracy
 CQ0719;SPC LA N     -   193,050.    1,009,760.      MT  (+/- 180 meters Scaled)
 CQ0719
 CQ0719                          SUPERSEDED SURVEY CONTROL
 CQ0719
 CQ0719  NGVD 29 (??/??/??)   80.44   (m)          263.9    (f) RESET       3  
 CQ0719
 CQ0719.Superseded values are not recommended for survey control.
 CQ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0719.See file dsdata.txt to determine how the superseded data were derived.
 CQ0719
 CQ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR568673(NAD 83)
 CQ0719_MARKER: DD = SURVEY DISK
 CQ0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0719_STAMPING: F 3471 RESET 1956
 CQ0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0719+STABILITY: SURFACE MOTION
 CQ0719
 CQ0719  HISTORY     - Date     Condition        Report By
 CQ0719  HISTORY     - 1956     MONUMENTED       CGS
 CQ0719  HISTORY     - 19860509 POOR             USPSQD
 CQ0719
 CQ0719                          STATION DESCRIPTION
 CQ0719
 CQ0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0719'6.2 MI SE FROM CHATHAM.
 CQ0719'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0719'CHATHAM, JACKSON PARISH, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY
 CQ0719'499.  0.1 MILE NORTH OF THE JUNCTION OF A TRACK ROAD LEADING EAST, AT
 CQ0719'THE TOP OF A HILL, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A DIM
 CQ0719'TRACK ROAD LEADING EAST, 38 FEET EAST OF THE CENTERLINE OF THE
 CQ0719'HIGHWAY, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 78 FEET
 CQ0719'EAST ACROSS THE HIGHWAY FROM A FENCE CORNER, 21 FEET NORTH OF A POWER
 CQ0719'POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 CQ0719'HIGHER THAN THE HIGHWAY.
 CQ0719
 CQ0719                          STATION RECOVERY (1986)
 CQ0719
 CQ0719'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0719'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0717 ***********************************************************************
 CQ0717  DESIGNATION -  F 3473 LAGS
 CQ0717  PID         -  CQ0717
 CQ0717  STATE/COUNTY-  LA/JACKSON
 CQ0717  USGS QUAD   -  WOMACK (1989)
 CQ0717
 CQ0717                         *CURRENT SURVEY CONTROL
 CQ0717  ___________________________________________________________________
 CQ0717* NAD 83(1986)-  32 14 47.     (N)    092 23 47.     (W)     SCALED    
 CQ0717* NAVD 88     -        67.45   (+/-2cm)     221.3    (feet)  VERTCON   
 CQ0717  ___________________________________________________________________
 CQ0717  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0717
 CQ0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0717
 CQ0717.The horizontal coordinates were scaled from a topographic map and have
 CQ0717.an estimated accuracy of +/- 6 seconds.
 CQ0717
 CQ0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0717.The vertical order pertains to the NGVD 29 superseded value.
 CQ0717
 CQ0717.The geoid height was determined by GEOID03.
 CQ0717
 CQ0717;                    North         East    Units  Estimated Accuracy
 CQ0717;SPC LA N     -   193,640.    1,009,760.      MT  (+/- 180 meters Scaled)
 CQ0717
 CQ0717                          SUPERSEDED SURVEY CONTROL
 CQ0717
 CQ0717  NGVD 29 (??/??/??)   67.485  (m)          221.41   (f) ADJUSTED    2 0
 CQ0717
 CQ0717.Superseded values are not recommended for survey control.
 CQ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0717.See file dsdata.txt to determine how the superseded data were derived.
 CQ0717
 CQ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR568679(NAD 83)
 CQ0717_MARKER: DD = SURVEY DISK
 CQ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0717_STAMPING: F 3473
 CQ0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0717+STABILITY: SURFACE MOTION
 CQ0717
 CQ0717  HISTORY     - Date     Condition        Report By
 CQ0717  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0717  HISTORY     - 1950     GOOD             CGS
 CQ0717
 CQ0717                          STATION DESCRIPTION
 CQ0717
 CQ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0717'5.85 MI SE FROM CHATHAM.
 CQ0717'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CQ0717'CHATHAM, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 543.  AT A CURVE IN
 CQ0717'THE HIGHWAY, AT THE BROW OF A HILL, 0.1 MILE NORTH OF A WOODEN BRIDGE
 CQ0717'OVER A RAVINE, 77 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET
 CQ0717'NORTHWEST OF A POWER POLE, 37 FEET SOUTHWEST OF A 36 INCH BLAZED OAK
 CQ0717'TREE, 21 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ0717'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 CQ0717'543 IS NOW STATE HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0716 ***********************************************************************
 CQ0716  DESIGNATION -  F 3474 LAGS RESET 1956
 CQ0716  PID         -  CQ0716
 CQ0716  STATE/COUNTY-  LA/JACKSON
 CQ0716  USGS QUAD   -  WOMACK (1989)
 CQ0716
 CQ0716                         *CURRENT SURVEY CONTROL
 CQ0716  ___________________________________________________________________
 CQ0716* NAD 83(1986)-  32 14 59.     (N)    092 23 35.     (W)     SCALED    
 CQ0716* NAVD 88     -        68.13   (+/-2cm)     223.5    (feet)  VERTCON   
 CQ0716  ___________________________________________________________________
 CQ0716  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0716
 CQ0716  VERT ORDER  -  THIRD (See Below)
 CQ0716
 CQ0716.The horizontal coordinates were scaled from a topographic map and have
 CQ0716.an estimated accuracy of +/- 6 seconds.
 CQ0716
 CQ0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0716.The vertical order pertains to the NGVD 29 superseded value.
 CQ0716
 CQ0716.The geoid height was determined by GEOID03.
 CQ0716
 CQ0716;                    North         East    Units  Estimated Accuracy
 CQ0716;SPC LA N     -   194,010.    1,010,080.      MT  (+/- 180 meters Scaled)
 CQ0716
 CQ0716                          SUPERSEDED SURVEY CONTROL
 CQ0716
 CQ0716  NGVD 29 (??/??/??)   68.17   (m)          223.7    (f) RESET       3  
 CQ0716
 CQ0716.Superseded values are not recommended for survey control.
 CQ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0716.See file dsdata.txt to determine how the superseded data were derived.
 CQ0716
 CQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR571682(NAD 83)
 CQ0716_MARKER: DD = SURVEY DISK
 CQ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0716_STAMPING: F 3474 RESET 1956
 CQ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0716+STABILITY: SURFACE MOTION
 CQ0716
 CQ0716  HISTORY     - Date     Condition        Report By
 CQ0716  HISTORY     - 1956     MONUMENTED       CGS
 CQ0716  HISTORY     - 1986     POOR             USPSQD
 CQ0716
 CQ0716                          STATION DESCRIPTION
 CQ0716
 CQ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0716'5.6 MI SE FROM CHATHAM.
 CQ0716'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0716'CHATHAM, JACKSON PARISH, THENCE 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY
 CQ0716'499.  130 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 115
 CQ0716'FEET EAST OF A POWER POLE, 38 FEET NORTH OF THE CENTERLINE OF THE
 CQ0716'HIGHWAY, 2 FEET WEST OF A FENCE CORNER, 4 FEET EAST OF A WHITE WOODEN
 CQ0716'WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 CQ0716
 CQ0716                          STATION RECOVERY (1986)
 CQ0716
 CQ0716'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0716'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0714 ***********************************************************************
 CQ0714  DESIGNATION -  F 3475 LAGS RESET 1956
 CQ0714  PID         -  CQ0714
 CQ0714  STATE/COUNTY-  LA/JACKSON
 CQ0714  USGS QUAD   -  CHATHAM (1982)
 CQ0714
 CQ0714                         *CURRENT SURVEY CONTROL
 CQ0714  ___________________________________________________________________
 CQ0714* NAD 83(1986)-  32 15 04.     (N)    092 23 23.     (W)     SCALED    
 CQ0714* NAVD 88     -        66.44   (+/-2cm)     218.0    (feet)  VERTCON   
 CQ0714  ___________________________________________________________________
 CQ0714  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0714
 CQ0714  VERT ORDER  -  THIRD (See Below)
 CQ0714
 CQ0714.The horizontal coordinates were scaled from a topographic map and have
 CQ0714.an estimated accuracy of +/- 6 seconds.
 CQ0714
 CQ0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0714.The vertical order pertains to the NGVD 29 superseded value.
 CQ0714
 CQ0714.The geoid height was determined by GEOID03.
 CQ0714
 CQ0714;                    North         East    Units  Estimated Accuracy
 CQ0714;SPC LA N     -   194,160.    1,010,390.      MT  (+/- 180 meters Scaled)
 CQ0714
 CQ0714                          SUPERSEDED SURVEY CONTROL
 CQ0714
 CQ0714  NGVD 29 (??/??/??)   66.47   (m)          218.1    (f) RESET       3  
 CQ0714
 CQ0714.Superseded values are not recommended for survey control.
 CQ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0714.See file dsdata.txt to determine how the superseded data were derived.
 CQ0714
 CQ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR574684(NAD 83)
 CQ0714_MARKER: DD = SURVEY DISK
 CQ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0714_STAMPING: F 3475 RESET 1956
 CQ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0714+STABILITY: SURFACE MOTION
 CQ0714
 CQ0714  HISTORY     - Date     Condition        Report By
 CQ0714  HISTORY     - 1956     MONUMENTED       CGS
 CQ0714
 CQ0714                          STATION DESCRIPTION
 CQ0714
 CQ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ0714'5.4 MI SE FROM CHATHAM.
 CQ0714'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CQ0714'CHATHAM, JACKSON PARISH, AT THE JUNCTION OF STATE HIGHWAY 499, 84 FEET
 CQ0714'SOUTH OF STATE HIGHWAY 4, 39 FEET WEST OF STATE HIGHWAY 499, 108 FEET
 CQ0714'SOUTH OF A POWER POLE WITH A METER ON THE SOUTH SIDE, 59 FEET
 CQ0714'SOUTHWEST OF A TELEPHONE POLE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 CQ0714'POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3021 ***********************************************************************
 CQ3021  DESIGNATION -  F 3542
 CQ3021  PID         -  CQ3021
 CQ3021  STATE/COUNTY-  LA/WEBSTER
 CQ3021  USGS QUAD   -  LANGSTON (1986)
 CQ3021
 CQ3021                         *CURRENT SURVEY CONTROL
 CQ3021  ___________________________________________________________________
 CQ3021* NAD 83(1992)-  32 41 48.27050(N)    093 14 17.16811(W)     ADJUSTED  
 CQ3021* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 CQ3021  ___________________________________________________________________
 CQ3021  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 CQ3021  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3021
 CQ3021  HORZ ORDER  -  SECOND
 CQ3021
 CQ3021.The horizontal coordinates were established by classical geodetic methods
 CQ3021.and adjusted by the National Geodetic Survey in September 1999..
 CQ3021
 CQ3021.The orthometric height was scaled from a topographic map.
 CQ3021
 CQ3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3021
 CQ3021.The geoid height was determined by GEOID03.
 CQ3021
 CQ3021;                    North         East     Units Scale Factor Converg.
 CQ3021;SPC LA N     -   243,807.931   930,787.017   MT  1.00000700   -0 23 24.8
 CQ3021;SPC LA N     -   799,893.19  3,053,757.07   sFT  1.00000700   -0 23 24.8
 CQ3021;UTM  15      - 3,617,693.579   477,681.673   MT  0.99960614   -0 07 43.0
 CQ3021
 CQ3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3021!SPC LA N     -   0.99998225  x   1.00000700  =   0.99998925
 CQ3021!UTM  15      -   0.99998225  x   0.99960614  =   0.99958840
 CQ3021
 CQ3021                          SUPERSEDED SURVEY CONTROL
 CQ3021
 CQ3021  NAD 83(1992)-  32 41 48.27102(N)    093 14 17.16596(W) AD(       ) 2
 CQ3021  NAD 83(1986)-  32 41 48.28295(N)    093 14 17.15991(W) AD(       ) 2
 CQ3021  NAD 27      -  32 41 47.75100(N)    093 14 16.55600(W) AD(       ) 2
 CQ3021
 CQ3021.Superseded values are not recommended for survey control.
 CQ3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3021.See file dsdata.txt to determine how the superseded data were derived.
 CQ3021
 CQ3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7768217694(NAD 83)
 CQ3021_MARKER: DD = SURVEY DISK
 CQ3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3021+STABILITY: SURFACE MOTION
 CQ3021
 CQ3021  HISTORY     - Date     Condition        Report By
 CQ3021  HISTORY     - 1950     MONUMENTED       LAGS
 CQ3021
 CQ3021                          STATION DESCRIPTION
 CQ3021
 CQ3021'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1950
 CQ3021'SEE STATION CRIGHTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1356 ***********************************************************************
 CQ1356  DESIGNATION -  F 37
 CQ1356  PID         -  CQ1356
 CQ1356  STATE/COUNTY-  LA/WEBSTER
 CQ1356  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1356
 CQ1356                         *CURRENT SURVEY CONTROL
 CQ1356  ___________________________________________________________________
 CQ1356* NAD 83(1986)-  32 50 36.     (N)    093 25 27.     (W)     SCALED    
 CQ1356* NAVD 88     -        74.221  (meters)     243.51   (feet)  ADJUSTED  
 CQ1356  ___________________________________________________________________
 CQ1356  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ1356  DYNAMIC HT  -          74.140 (meters)     243.24  (feet)  COMP
 CQ1356  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CQ1356
 CQ1356  VERT ORDER  -  SECOND    CLASS 0
 CQ1356
 CQ1356.The horizontal coordinates were scaled from a topographic map and have
 CQ1356.an estimated accuracy of +/- 6 seconds.
 CQ1356
 CQ1356.The orthometric height was determined by differential leveling
 CQ1356.and adjusted by the National Geodetic Survey in June 1991..
 CQ1356
 CQ1356.The geoid height was determined by GEOID03.
 CQ1356
 CQ1356.The dynamic height is computed by dividing the NAVD 88
 CQ1356.geopotential number by the normal gravity value computed on the
 CQ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1356.degrees latitude (g = 980.6199 gals.).
 CQ1356
 CQ1356.The modeled gravity was interpolated from observed gravity values.
 CQ1356
 CQ1356;                    North         East    Units  Estimated Accuracy
 CQ1356;SPC LA N     -   260,200.      913,480.      MT  (+/- 180 meters Scaled)
 CQ1356
 CQ1356                          SUPERSEDED SURVEY CONTROL
 CQ1356
 CQ1356  NGVD 29 (??/??/??)   74.283  (m)          243.71   (f) ADJUSTED    2 0
 CQ1356
 CQ1356.Superseded values are not recommended for survey control.
 CQ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1356.See file dsdata.txt to determine how the superseded data were derived.
 CQ1356
 CQ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS603339(NAD 83)
 CQ1356_MARKER: DB = BENCH MARK DISK
 CQ1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1356_STAMPING: F 37 1934
 CQ1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1356+STABILITY: SURFACE MOTION
 CQ1356
 CQ1356  HISTORY     - Date     Condition        Report By
 CQ1356  HISTORY     - 1934     MONUMENTED       CGS
 CQ1356  HISTORY     - 1969     GOOD             LADH
 CQ1356
 CQ1356                          STATION DESCRIPTION
 CQ1356
 CQ1356'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1356'1.6 MI N FROM COTTON VALLEY.
 CQ1356'ABOUT 1.6 MILES NORTH ALONG LOUISIANA HIGHWAY 7 FROM JUNCTION OF
 CQ1356'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY. THENCE
 CQ1356'0.4 MILES EAST FROM LOUISIANA HIGHWAY 7 ON PRIVATE ROAD TO C.F. ROLF
 CQ1356'NUMBER 1 OIL WELL, THENC WALK EAST APPROXIMATELY 100 YARDS TO RAILROAD
 CQ1356'TRACK.  IT IS 44.5 FEET WEST OF WEST RAIL OF TRACK, 809 FEET NORTH OF
 CQ1356'PIPE LINE CROSSING UNDER RAILROAD TRACK, 26 FEET SOUTH OF OLD ROAD
 CQ1356'CROSSING, 12 FEET EAST OF 30 INCH SWEET GUM TREE.  SET IT THE TOP OF A
 CQ1356'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CQ1356'POST IS SET 1 FOOT EAST OF THE MARK.  SEC 28, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3706 ***********************************************************************
 BJ3706  DESIGNATION -  F 378
 BJ3706  PID         -  BJ3706
 BJ3706  STATE/COUNTY-  LA/ST LANDRY
 BJ3706  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ3706
 BJ3706                         *CURRENT SURVEY CONTROL
 BJ3706  ___________________________________________________________________
 BJ3706* NAD 83(1986)-  30 32 52.     (N)    091 51 36.     (W)     SCALED    
 BJ3706* NAVD 88     -        13.702  (meters)      44.95   (feet)  ADJUSTED  
 BJ3706  ___________________________________________________________________
 BJ3706  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3706  DYNAMIC HT  -          13.684 (meters)      44.89  (feet)  COMP
 BJ3706  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ3706
 BJ3706  VERT ORDER  -  FIRST     CLASS II
 BJ3706
 BJ3706.The horizontal coordinates were scaled from a topographic map and have
 BJ3706.an estimated accuracy of +/- 6 seconds.
 BJ3706
 BJ3706.The orthometric height was determined by differential leveling
 BJ3706.and adjusted by the National Geodetic Survey in February 1994..
 BJ3706
 BJ3706.The geoid height was determined by GEOID03.
 BJ3706
 BJ3706.The dynamic height is computed by dividing the NAVD 88
 BJ3706.geopotential number by the normal gravity value computed on the
 BJ3706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3706.degrees latitude (g = 980.6199 gals.).
 BJ3706
 BJ3706.The modeled gravity was interpolated from observed gravity values.
 BJ3706
 BJ3706;                    North         East    Units  Estimated Accuracy
 BJ3706;SPC LA S     -   227,100.      949,470.      MT  (+/- 180 meters Scaled)
 BJ3706
 BJ3706                          SUPERSEDED SURVEY CONTROL
 BJ3706
 BJ3706.No superseded survey control is available for this station.
 BJ3706
 BJ3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP093800(NAD 83)
 BJ3706_MARKER: DB = BENCH MARK DISK
 BJ3706_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3706_SP_SET: BRIDGE ABUTMENT
 BJ3706_STAMPING: F 378 1986
 BJ3706_MARK LOGO: NGS   
 BJ3706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3706
 BJ3706  HISTORY     - Date     Condition        Report By
 BJ3706  HISTORY     - 1986     MONUMENTED       NGS
 BJ3706
 BJ3706                          STATION DESCRIPTION
 BJ3706
 BJ3706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3706'10.5 KM (6.5 MI) WEST FROM KROTZ SPRINGS.
 BJ3706'10.5 KM (6.5 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE WEST END OF
 BJ3706'THE BRIDGE OVER THE ATCHAFALAYA RIVER IN KROTZ SPRINGS TO THE MARK ON
 BJ3706'THE LEFT IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE EAST
 BJ3706'BOUND LANE BRIDGE OVER A DRAINAGE AREA.  IT IS 6.10 METERS (20.0 FT)
 BJ3706'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY AND 0.15
 BJ3706'METERS (0.5 FT) EAST OF THE WEST EDGE OF THE ABUTMENT.
 BJ3706'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1620 ***********************************************************************
 CQ1620  DESIGNATION -  F 38
 CQ1620  PID         -  CQ1620
 CQ1620  STATE/COUNTY-  LA/BIENVILLE
 CQ1620  USGS QUAD   -  JAMESTOWN (1986)
 CQ1620
 CQ1620                         *CURRENT SURVEY CONTROL
 CQ1620  ___________________________________________________________________
 CQ1620* NAD 83(1986)-  32 20 25.     (N)    093 12 36.     (W)     SCALED    
 CQ1620* NAVD 88     -        69.03   (+/-2cm)     226.5    (feet)  VERTCON   
 CQ1620  ___________________________________________________________________
 CQ1620  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1620
 CQ1620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1620
 CQ1620.The horizontal coordinates were scaled from a topographic map and have
 CQ1620.an estimated accuracy of +/- 6 seconds.
 CQ1620
 CQ1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1620.The vertical order pertains to the NGVD 29 superseded value.
 CQ1620
 CQ1620.The geoid height was determined by GEOID03.
 CQ1620
 CQ1620;                    North         East    Units  Estimated Accuracy
 CQ1620;SPC LA N     -   204,260.      933,160.      MT  (+/- 180 meters Scaled)
 CQ1620
 CQ1620                          SUPERSEDED SURVEY CONTROL
 CQ1620
 CQ1620  NGVD 29 (??/??/??)   69.091  (m)          226.68   (f) ADJUSTED    2 0
 CQ1620
 CQ1620.Superseded values are not recommended for survey control.
 CQ1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1620.See file dsdata.txt to determine how the superseded data were derived.
 CQ1620
 CQ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR802781(NAD 83)
 CQ1620_MARKER: DB = BENCH MARK DISK
 CQ1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1620_STAMPING: F 38 1934
 CQ1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1620+STABILITY: SURFACE MOTION
 CQ1620
 CQ1620  HISTORY     - Date     Condition        Report By
 CQ1620  HISTORY     - 1934     MONUMENTED       CGS
 CQ1620  HISTORY     - 1943     GOOD             LOCSUR
 CQ1620  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1620
 CQ1620                          STATION DESCRIPTION
 CQ1620
 CQ1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1620'0.2 MI S FROM JAMESTOWN.
 CQ1620'ABOUT 0.2 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1620'STATION AT JAMESTOWN, BIENVILLE PARISH, OPPOSITE MILEAGE 98.10, AT A
 CQ1620'ROAD CROSSING, ABOUT 14 YARDS SOUTH OF THE CENTER LINE OF THE ROAD,
 CQ1620'AND ABOUT 14 YARDS EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 CQ1620'DISK, STAMPED F 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1620
 CQ1620                          STATION RECOVERY (1943)
 CQ1620
 CQ1620'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1620'RECOVERED IN GOOD CONDITION.
 CQ1620
 CQ1620                          STATION RECOVERY (1982)
 CQ1620
 CQ1620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0566 ***********************************************************************
 AV0566  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0566  DESIGNATION -  F 382
 AV0566  PID         -  AV0566
 AV0566  STATE/COUNTY-  LA/VERMILION
 AV0566  USGS QUAD   -  PUMPKIN ISLANDS (1979)
 AV0566
 AV0566                         *CURRENT SURVEY CONTROL
 AV0566  ___________________________________________________________________
 AV0566* NAD 83(1992)-  29 40 42.26345(N)    092 21 47.71143(W)     ADJUSTED  
 AV0566* NAVD 88     -         1.13 **(meters)       3.7  **(feet)  GPS OBS(2004.65)
 AV0566  **This station is located in a subsidence area (see below).
 AV0566  ___________________________________________________________________
 AV0566  EPOCH DATE  -        2004.65
 AV0566  X           -    -228,687.375 (meters)                     COMP
 AV0566  Y           -  -5,541,255.675 (meters)                     COMP
 AV0566  Z           -   3,139,439.038 (meters)                     COMP
 AV0566  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0566  ELLIP HEIGHT-         -24.81  (meters)          (06/22/05) GPS OBS
 AV0566  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AV0566
 AV0566  HORZ ORDER  -  B
 AV0566  ELLP ORDER  -  FOURTH    CLASS I
 AV0566
 AV0566.The horizontal coordinates were established by GPS observations
 AV0566.and adjusted by the National Geodetic Survey in June 2005..
 AV0566.The horizontal coordinates are valid at the epoch date displayed above.
 AV0566.The epoch date for horizontal control is a decimal equivalence
 AV0566.of Year/Month/Day.
 AV0566
 AV0566 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0566 ** and geoid heights are valid at the date of observation. These heights
 AV0566 ** must always be validated when used as control.
 AV0566 ** The orthometric height was determined by GPS observations using
 AV0566 ** precise GPS observation and processing techniques and a new
 AV0566 ** realization of GEOID03. It supersedes the leveled height previously
 AV0566 ** determined for this station.
 AV0566 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0566 ** epoch indicated which incorporates improved geoid heights for the
 AV0566 ** Southern Louisiana Subsidence area.
 AV0566 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0566.The orthometric height was determined by GPS observations and a
 AV0566.high-resolution geoid model using precise GPS observation and
 AV0566.processing techniques. It supersedes the leveled height previously
 AV0566.determined for this station.
 AV0566
 AV0566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0566
 AV0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0566
 AV0566.The ellipsoidal height was determined by GPS observations
 AV0566.and is referenced to NAD 83.
 AV0566
 AV0566.The geoid height was determined by GEOID03.
 AV0566
 AV0566;                    North         East     Units Scale Factor Converg.
 AV0566;SPC LA S     -   131,068.304   900,315.200   MT  0.99994148   -0 30 53.9
 AV0566;SPC LA S     -   430,013.26  2,953,784.12   sFT  0.99994148   -0 30 53.9
 AV0566;UTM  15      - 3,283,320.570   561,610.453   MT  0.99964683   +0 18 55.0
 AV0566
 AV0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0566!SPC LA S     -   1.00000390  x   0.99994148  =   0.99994538
 AV0566!UTM  15      -   1.00000390  x   0.99964683  =   0.99965073
 AV0566
 AV0566                          SUPERSEDED SURVEY CONTROL
 AV0566
 AV0566  NAVD 88 (02/14/94)    1.292  (m)            4.24   (f) ADJUSTED    1 2
 AV0566
 AV0566.Superseded values are not recommended for survey control.
 AV0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0566.See file dsdata.txt to determine how the superseded data were derived.
 AV0566
 AV0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6161083321(NAD 83)
 AV0566_MARKER: I = METAL ROD
 AV0566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AV0566_SP_SET: STAINLESS STEEL ROD
 AV0566_STAMPING: F 382 1986
 AV0566_MARK LOGO: NGS   
 AV0566_PROJECTION: FLUSH
 AV0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0566+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AV0566_ROD/PIPE-DEPTH: 219  meters
 AV0566
 AV0566  HISTORY     - Date     Condition        Report By
 AV0566  HISTORY     - 1986     MONUMENTED       NGS
 AV0566  HISTORY     - 1987     GOOD             LADTD
 AV0566  HISTORY     - 20040601 GOOD             NGS
 AV0566  HISTORY     - 20051014 GOOD             NGS
 AV0566
 AV0566                          STATION DESCRIPTION
 AV0566
 AV0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AV0566'10.9 KM (6.8 MI) NE FROM PECAN ISLAND.
 AV0566'10.9 KM (6.85 MI) EAST AND NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 AV0566'PECAN ISLAND SCHOOL IN PECAN ISLAND TO THE MARK ON THE LEFT.  IT IS
 AV0566'13.6 METERS (44.7 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 82, 11.8
 AV0566'METERS (39.0 FT) NORTH OF A BOARD WALK, 10.2 METERS (33.5 FT)
 AV0566'SOUTHWEST OF THE NORTHEAST END GUARD POST, 8.5 METERS (28.0 FT)
 AV0566'NORTHEAST OF THE NORTHEAST END OF A PLATFORM AND 0.76 METERS (2.5 FT)
 AV0566'WEST OF A GUARD POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AV0566'5-INCH LOGO CAP.
 AV0566'THE MARK IS .36 METERS  E FROM  A WITNESS POST
 AV0566'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AV0566
 AV0566                          STATION RECOVERY (1987)
 AV0566
 AV0566'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AV0566'RECOVERED IN GOOD CONDITION.
 AV0566
 AV0566                          STATION RECOVERY (2004)
 AV0566
 AV0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0566'RECOVERED AS DESCRIBED.
 AV0566
 AV0566                          STATION RECOVERY (2005)
 AV0566
 AV0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AV0566'RECOVERED AS DESCRIBED WITH NEW REFERENCES.  13.6 M WEST OF THE
 AV0566'CENTERLINE OF THE HIGHWAY, 11.9 M NORTH OF THE NORTHEAST END OF A
 AV0566'BOARDWALK, 7.4 M SOUTHWEST OF THE END OF A GUARD POST, 3.1 M OF A
 AV0566'METAL POST WITH A WITNESS SIGN ATTACHED, 0.7 M WEST OF A GUARD POST
 AV0566'STUMP, AND PROJECTS 0.2 M ABOVE THE LEVEL OF THE GROUND.  NOTE--THE
 AV0566'ACCESS COVER IS MISSING AND THE STATION IS NOW LOCATED NEAR THE CENTER
 AV0566'OF A BOAT RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0981 ***********************************************************************
 AV0981  DESIGNATION -  F 382
 AV0981  PID         -  AV0981
 AV0981  STATE/COUNTY-  LA/VERMILION
 AV0981  USGS QUAD   -  PUMPKIN ISLANDS (1979)
 AV0981
 AV0981                         *CURRENT SURVEY CONTROL
 AV0981  ___________________________________________________________________
 AV0981* NAD 83(1992)-  29 40 42.26451(N)    092 21 47.70866(W)     ADJUSTED  
 AV0981* NAVD 88     -         1.30   (+/-2cm)       4.3  **(feet)  VERTCON   
 AV0981  **This station is located in a subsidence area (see below).
 AV0981  ___________________________________________________________________
 AV0981  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0981  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AV0981
 AV0981  HORZ ORDER  -  SECOND
 AV0981  VERT ORDER  -  THIRD ? (See Below)
 AV0981
 AV0981.The horizontal coordinates were established by classical geodetic methods
 AV0981.and adjusted by the National Geodetic Survey in January 1993..
 AV0981.No horizontal observational check was made to the station.
 AV0981
 AV0981 ** The orthometric height has not been validated since last determined
 AV0981 ** by differential leveling and should not be used for control purposes.
 AV0981 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0981 ** area with valid NAVD 88 orthometric heights.
 AV0981 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0981 ** epoch indicated which incorporates improved geoid heights for the
 AV0981 ** Southern Louisiana Subsidence area.
 AV0981 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0981.The vertical order pertains to the NGVD 29 superseded value.
 AV0981
 AV0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0981
 AV0981.The geoid height was determined by GEOID03.
 AV0981
 AV0981;                    North         East     Units Scale Factor Converg.
 AV0981;SPC LA S     -   131,068.336   900,315.275   MT  0.99994148   -0 30 53.9
 AV0981;SPC LA S     -   430,013.37  2,953,784.36   sFT  0.99994148   -0 30 53.9
 AV0981;UTM  15      - 3,283,320.603   561,610.527   MT  0.99964683   +0 18 55.0
 AV0981
 AV0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0981!SPC LA S     -   1.00000387  x   0.99994148  =   0.99994535
 AV0981!UTM  15      -   1.00000387  x   0.99964683  =   0.99965070
 AV0981
 AV0981                          SUPERSEDED SURVEY CONTROL
 AV0981
 AV0981  NAD 83(1986)-  29 40 42.28123(N)    092 21 47.68116(W) AD(       ) 2
 AV0981  NGVD 29 (05/20/88)    1.30   (m)            4.3    (f) LEVELING    3  
 AV0981
 AV0981.Superseded values are not recommended for survey control.
 AV0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0981.See file dsdata.txt to determine how the superseded data were derived.
 AV0981
 AV0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6161183321(NAD 83)
 AV0981_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AV0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0981+STABILITY: SURFACE MOTION
 AV0981
 AV0981  HISTORY     - Date     Condition        Report By
 AV0981  HISTORY     - UNK      MONUMENTED
 AV0981  HISTORY     - 1987     GOOD             LADTD
 AV0981
 AV0981                          STATION DESCRIPTION
 AV0981
 AV0981'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AV0981'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AV0981'A NEW DESCRIPTION FOLLOWS.
 AV0981'
 AV0981'THE STATION IS LOCATED ABOUT 20.3 KM (12.6 MI)
 AV0981'SOUTHWEST OF FORKED ISLAND,
 AV0981'8.1 KM (5 MI) NORTHEAST OF PECAN ISLAND.
 AV0981'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AV0981'
 AV0981'TO REACH THE STATION FROM THE INTRACOASTAL CANAL BRIDGE IN FORKED
 AV0981'ISLAND, GO SOUTHWEST FOR 20.8 KM (12.9 MI) ON STATE HIGHWAY 82 TO
 AV0981'THE MARK ON THE RIGHT.
 AV0981'
 AV0981'THE STATION IS A STANDARD NGS DISK
 AV0981'STAMPED---F 382 1986---,
 AV0981'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0981'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0981'13.7 METERS (45 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 AV0981'12.8 METERS (42 FT) NORTH FROM THE CENTER OF THE ENTRANCE TO A
 AV0981'FISHING PIER AND
 AV0981'4.6 METERS (15 FT) EAST FROM THE EAST EDGE OF A CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3720 ***********************************************************************
 BJ3720  DESIGNATION -  F 383
 BJ3720  PID         -  BJ3720
 BJ3720  STATE/COUNTY-  LA/ST TAMMANY
 BJ3720  USGS QUAD   -  MARTINVILLE (1983)
 BJ3720
 BJ3720                         *CURRENT SURVEY CONTROL
 BJ3720  ___________________________________________________________________
 BJ3720* NAD 83(1986)-  30 30 15.     (N)    090 12 54.     (W)     SCALED    
 BJ3720* NAVD 88     -        11.037  (meters)      36.21   (feet)  ADJUSTED  
 BJ3720  ___________________________________________________________________
 BJ3720  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ3720  DYNAMIC HT  -          11.022 (meters)      36.16  (feet)  COMP
 BJ3720  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 BJ3720
 BJ3720  VERT ORDER  -  FIRST     CLASS II
 BJ3720
 BJ3720.The horizontal coordinates were scaled from a topographic map and have
 BJ3720.an estimated accuracy of +/- 6 seconds.
 BJ3720
 BJ3720.The orthometric height was determined by differential leveling
 BJ3720.and adjusted by the National Geodetic Survey in February 1994..
 BJ3720
 BJ3720.The geoid height was determined by GEOID03.
 BJ3720
 BJ3720.The dynamic height is computed by dividing the NAVD 88
 BJ3720.geopotential number by the normal gravity value computed on the
 BJ3720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3720.degrees latitude (g = 980.6199 gals.).
 BJ3720
 BJ3720.The modeled gravity was interpolated from observed gravity values.
 BJ3720
 BJ3720;                    North         East    Units  Estimated Accuracy
 BJ3720;SPC LA S     -   222,680.    1,107,350.      MT  (+/- 180 meters Scaled)
 BJ3720
 BJ3720                          SUPERSEDED SURVEY CONTROL
 BJ3720
 BJ3720.No superseded survey control is available for this station.
 BJ3720
 BJ3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP672779(NAD 83)
 BJ3720_MARKER: I = METAL ROD
 BJ3720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3720_SP_SET: STAINLESS STEEL ROD
 BJ3720_STAMPING: F 383 1986
 BJ3720_MARK LOGO: NGS   
 BJ3720_PROJECTION: FLUSH
 BJ3720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3720_ROD/PIPE-DEPTH: 13.4 meters
 BJ3720
 BJ3720  HISTORY     - Date     Condition        Report By
 BJ3720  HISTORY     - 1986     MONUMENTED       NGS
 BJ3720
 BJ3720                          STATION DESCRIPTION
 BJ3720
 BJ3720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3720'8.4 KM (5.2 MI) WEST FROM COVINGTON.
 BJ3720'8.4 KM (5.2 MI) WEST ALONG U.S. HIGHWAY 190 FROM THE COVINGTON HIGH
 BJ3720'SCHOOL ON THE WEST SIDE OF COVINGTON TO THE MARK ON THE RIGHT IN FRONT
 BJ3720'OF SMITTYS CLUB 190.  IT IS 12.4 METERS (41.0 FT) NORTH OF THE
 BJ3720'CENTERLINE OF U.S. HIGHWAY 190, 16.6 METERS (54.7 FT) SOUTHWEST OF THE
 BJ3720'SOUTHEAST CORNER OF SMITTYS CLUB 190, 15.3 METERS (50.5 FT) SOUTHEAST
 BJ3720'OF THE SOUTHWEST CORNER OF THE CLUB AND 0.30 METERS (1.0 FT) NORTH OF
 BJ3720'A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BJ3720'LOGO CAP.
 BJ3720'THE MARK IS 0.45 M BELOW HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3758 ***********************************************************************
 BJ3758  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ3758  DESIGNATION -  F 384
 BJ3758  PID         -  BJ3758
 BJ3758  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3758  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3758
 BJ3758                         *CURRENT SURVEY CONTROL
 BJ3758  ___________________________________________________________________
 BJ3758* NAD 83(1992)-  30 21 10.30586(N)    091 10 22.89770(W)     ADJUSTED  
 BJ3758* NAVD 88     -         7.04 **(meters)      23.1  **(feet)  GPS OBS(2004.65)
 BJ3758  **This station is located in a subsidence area (see below).
 BJ3758  ___________________________________________________________________
 BJ3758  X           -    -112,770.236 (meters)                     COMP
 BJ3758  Y           -  -5,507,422.279 (meters)                     COMP
 BJ3758  Z           -   3,204,179.220 (meters)                     COMP
 BJ3758  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ3758  ELLIP HEIGHT-         -20.13  (meters)          (12/29/04) GPS OBS
 BJ3758  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3758
 BJ3758  HORZ ORDER  -  B
 BJ3758  ELLP ORDER  -  FOURTH    CLASS I
 BJ3758
 BJ3758.The horizontal coordinates were established by GPS observations
 BJ3758.and adjusted by the National Geodetic Survey in December 2004..
 BJ3758
 BJ3758 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3758 ** and geoid heights are valid at the date of observation. These heights
 BJ3758 ** must always be validated when used as control.
 BJ3758 ** The orthometric height was determined by GPS observations using
 BJ3758 ** precise GPS observation and processing techniques and a new
 BJ3758 ** realization of GEOID03. It supersedes the leveled height previously
 BJ3758 ** determined for this station.
 BJ3758 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3758 ** epoch indicated which incorporates improved geoid heights for the
 BJ3758 ** Southern Louisiana Subsidence area.
 BJ3758 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3758.The orthometric height was determined by GPS observations and a
 BJ3758.high-resolution geoid model using precise GPS observation and
 BJ3758.processing techniques. It supersedes the leveled height previously
 BJ3758.determined for this station.
 BJ3758
 BJ3758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3758
 BJ3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3758
 BJ3758.The ellipsoidal height was determined by GPS observations
 BJ3758.and is referenced to NAD 83.
 BJ3758
 BJ3758.The geoid height was determined by GEOID03.
 BJ3758
 BJ3758;                    North         East     Units Scale Factor Converg.
 BJ3758;SPC LA S     -   205,391.281 1,015,411.475   MT  0.99994455   +0 04 48.6
 BJ3758;SPC LA S     -   673,854.56  3,331,395.81   sFT  0.99994455   +0 04 48.6
 BJ3758;UTM  15      - 3,359,301.448   675,595.250   MT  0.99998040   +0 55 24.4
 BJ3758
 BJ3758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3758!SPC LA S     -   1.00000316  x   0.99994455  =   0.99994771
 BJ3758!UTM  15      -   1.00000316  x   0.99998040  =   0.99998356
 BJ3758
 BJ3758                          SUPERSEDED SURVEY CONTROL
 BJ3758
 BJ3758  NAVD 88 (02/14/94)    7.119  (m)           23.36   (f) ADJUSTED    1 2
 BJ3758
 BJ3758.Superseded values are not recommended for survey control.
 BJ3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3758.See file dsdata.txt to determine how the superseded data were derived.
 BJ3758
 BJ3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7559559301(NAD 83)
 BJ3758_MARKER: I = METAL ROD
 BJ3758_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3758_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3758_STAMPING: F 384 1986
 BJ3758_MARK LOGO: NGS   
 BJ3758_PROJECTION: FLUSH
 BJ3758_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3758+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BJ3758_ROD/PIPE-DEPTH: 19.5 meters
 BJ3758_SLEEVE-DEPTH  : 6.1 meters
 BJ3758
 BJ3758  HISTORY     - Date     Condition        Report By
 BJ3758  HISTORY     - 1986     MONUMENTED       NGS
 BJ3758  HISTORY     - 20021031 GOOD             3001
 BJ3758  HISTORY     - 20050817 GOOD             JCLS
 BJ3758
 BJ3758                          STATION DESCRIPTION
 BJ3758
 BJ3758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3758'16.7 KM (10.4 MI) NW FROM ST GABRIEL.
 BJ3758'16.7 KM (10.35 MILES) NORTHWEST ALONG STATE HIGHWAY 75 FROM THE
 BJ3758'JUNCTION OF STATE HIGHWAY 74 IN ST GABRIEL TO THE MARK ON THE LEFT, IN
 BJ3758'THE NORTHWEST ANGLE OF A PAVED ROAD LEADING NORTH, 19.51 METERS
 BJ3758'(64.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.56 METERS (44.5
 BJ3758'FT) WEST OF THE CENTER OF THE ROAD, 2.68 METERS (8.8 FT) SOUTHEAST OF
 BJ3758'A RIGHT-OF-WAY FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 BJ3758'A 5-INCH LOGO CAP.
 BJ3758'THE MARK IS 2.65 METERS  SE FROM  A WITNESS POST
 BJ3758'THE MARK IS 1.0 M BELOW HIGHWAY.
 BJ3758
 BJ3758                          STATION RECOVERY (2002)
 BJ3758
 BJ3758'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ3758'THE STATION IS LOCATED 10 MILES NORTHWEST FROM ST. GABRIEL, 2 MILES
 BJ3758'SOUTH OF HWY. 30 ON  BEN HUR RD.
 BJ3758' 
 BJ3758'OWNERSHIP- IN RIGHT OF WAY
 BJ3758' 
 BJ3758'TO REACH THE STATION FROM THE INTERSECTION OF HWY 30 AND BEN HUR RD.
 BJ3758'JUST EAST OF LSU  CAMPUS GO SOUTH ON BEN HUR RD. FOR 2.1 MILES TO
 BJ3758'INTERSECTION OF 327 AND STATION ON  RIGHT.
 BJ3758' 
 BJ3758'THE STATION IS 64' NORTH OF CENTERLINE OF HWY 327 AND 44.5' WEST OF
 BJ3758'CENTERLINE OF BEN HUR  RD, 15.3' SOUTHEAST OF FENCE LINE, 32.2'
 BJ3758'NORTHEAST OF A WOODEN FENCE CORNER, 42.2'  SOUTHSOUTHWEST OF A
 BJ3758'CONCRETE RIGHT OF WAY MARKER. STATION IS A STAINLESS STEEL ROD IN  A
 BJ3758'LOGO CAP DRIVEN 19.5' METERS WITH SLEEVE DRIVEN 6.1 METERS STAMPING
 BJ3758'F384 1986.
 BJ3758
 BJ3758                          STATION RECOVERY (2005)
 BJ3758
 BJ3758'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 BJ3758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0920 ***********************************************************************
 CQ0920  DESIGNATION -  F 39
 CQ0920  PID         -  CQ0920
 CQ0920  STATE/COUNTY-  LA/BIENVILLE
 CQ0920  USGS QUAD   -  BIENVILLE (1986)
 CQ0920
 CQ0920                         *CURRENT SURVEY CONTROL
 CQ0920  ___________________________________________________________________
 CQ0920* NAD 83(1986)-  32 15 51.     (N)    092 59 34.     (W)     SCALED    
 CQ0920* NAVD 88     -        56.77   (+/-2cm)     186.3    (feet)  VERTCON   
 CQ0920  ___________________________________________________________________
 CQ0920  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0920
 CQ0920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0920
 CQ0920.The horizontal coordinates were scaled from a topographic map and have
 CQ0920.an estimated accuracy of +/- 6 seconds.
 CQ0920
 CQ0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0920.The vertical order pertains to the NGVD 29 superseded value.
 CQ0920
 CQ0920.The geoid height was determined by GEOID03.
 CQ0920
 CQ0920;                    North         East    Units  Estimated Accuracy
 CQ0920;SPC LA N     -   195,710.      953,570.      MT  (+/- 180 meters Scaled)
 CQ0920
 CQ0920                          SUPERSEDED SURVEY CONTROL
 CQ0920
 CQ0920  NGVD 29 (??/??/??)   56.827  (m)          186.44   (f) ADJUSTED    2 0
 CQ0920
 CQ0920.Superseded values are not recommended for survey control.
 CQ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0920.See file dsdata.txt to determine how the superseded data were derived.
 CQ0920
 CQ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR006697(NAD 83)
 CQ0920_MARKER: DB = BENCH MARK DISK
 CQ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0920_STAMPING: F 39 1934
 CQ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0920+STABILITY: SURFACE MOTION
 CQ0920
 CQ0920  HISTORY     - Date     Condition        Report By
 CQ0920  HISTORY     - 1934     MONUMENTED       CGS
 CQ0920  HISTORY     - 1943     GOOD             CGS
 CQ0920  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0920
 CQ0920                          STATION DESCRIPTION
 CQ0920
 CQ0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0920'6.7 MI S FROM BIENVILLE.
 CQ0920'6.7 MILES SOUTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ0920'BIENVILLE, BIENVILLE PARISH, 0.3 MILE NORTH OF MILEPOST 84, 48 FEET
 CQ0920'WEST OF THE CENTERLINE OF THE TRACK, 126 FEET EAST OF A ROAD, AND IN
 CQ0920'THE EDGE OF THE PINE TIMBER.  A STANDARD DISK, STAMPED F 39 1934 AND
 CQ0920'SET IN THE TOP OF A CONCRETE POST.
 CQ0920
 CQ0920                          STATION RECOVERY (1982)
 CQ0920
 CQ0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1580 ***********************************************************************
 CQ1580  DESIGNATION -  F 40
 CQ1580  PID         -  CQ1580
 CQ1580  STATE/COUNTY-  LA/RED RIVER
 CQ1580  USGS QUAD   -  COUSHATTA (1979)
 CQ1580
 CQ1580                         *CURRENT SURVEY CONTROL
 CQ1580  ___________________________________________________________________
 CQ1580* NAD 83(1986)-  32 02 35.     (N)    093 18 53.     (W)     SCALED    
 CQ1580* NAVD 88     -        59.53   (+/-2cm)     195.3    (feet)  VERTCON   
 CQ1580  ___________________________________________________________________
 CQ1580  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1580
 CQ1580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1580
 CQ1580.The horizontal coordinates were scaled from a topographic map and have
 CQ1580.an estimated accuracy of +/- 6 seconds.
 CQ1580
 CQ1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1580.The vertical order pertains to the NGVD 29 superseded value.
 CQ1580
 CQ1580.The geoid height was determined by GEOID03.
 CQ1580
 CQ1580;                    North         East    Units  Estimated Accuracy
 CQ1580;SPC LA N     -   171,380.      923,060.      MT  (+/- 180 meters Scaled)
 CQ1580
 CQ1580                          SUPERSEDED SURVEY CONTROL
 CQ1580
 CQ1580  NGVD 29 (??/??/??)   59.586  (m)          195.49   (f) ADJUSTED    2 0
 CQ1580
 CQ1580.Superseded values are not recommended for survey control.
 CQ1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1580.See file dsdata.txt to determine how the superseded data were derived.
 CQ1580
 CQ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR702452(NAD 83)
 CQ1580_MARKER: DB = BENCH MARK DISK
 CQ1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1580_STAMPING: F 40 1934
 CQ1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1580+STABILITY: SURFACE MOTION
 CQ1580
 CQ1580  HISTORY     - Date     Condition        Report By
 CQ1580  HISTORY     - 1934     MONUMENTED       CGS
 CQ1580  HISTORY     - 1943     GOOD             LOCSUR
 CQ1580
 CQ1580                          STATION DESCRIPTION
 CQ1580
 CQ1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1580'2.7 MI NE FROM COUSHATTA.
 CQ1580'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM COUSHATTA, RED
 CQ1580'RIVER PARISH, ABOUT 300 FEET NORTHWEST OF A FARMHOUSE, 44 FEET NORTH
 CQ1580'OF THE CENTER LINE OF THE HIGHWAY, 13 FEET SOUTHWEST OF A 20-INCH PINE
 CQ1580'TREE, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED F 40 1934 AND
 CQ1580'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 1.65 MILES EAST OF
 CQ1580'THE JUNCTION OF THE HIGHWAY.
 CQ1580
 CQ1580                          STATION RECOVERY (1943)
 CQ1580
 CQ1580'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1556 ***********************************************************************
 CQ1556  DESIGNATION -  F 41
 CQ1556  PID         -  CQ1556
 CQ1556  STATE/COUNTY-  LA/RED RIVER
 CQ1556  USGS QUAD   -  COUSHATTA (1979)
 CQ1556
 CQ1556                         *CURRENT SURVEY CONTROL
 CQ1556  ___________________________________________________________________
 CQ1556* NAD 83(1986)-  32 02 55.     (N)    093 21 50.     (W)     SCALED    
 CQ1556* NAVD 88     -        42.31   (+/-2cm)     138.8    (feet)  VERTCON   
 CQ1556  ___________________________________________________________________
 CQ1556  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1556
 CQ1556  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1556
 CQ1556.The horizontal coordinates were scaled from a topographic map and have
 CQ1556.an estimated accuracy of +/- 6 seconds.
 CQ1556
 CQ1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1556.The vertical order pertains to the NGVD 29 superseded value.
 CQ1556
 CQ1556.The geoid height was determined by GEOID03.
 CQ1556
 CQ1556;                    North         East    Units  Estimated Accuracy
 CQ1556;SPC LA N     -   172,030.      918,420.      MT  (+/- 180 meters Scaled)
 CQ1556
 CQ1556                          SUPERSEDED SURVEY CONTROL
 CQ1556
 CQ1556  NGVD 29 (??/??/??)   42.368  (m)          139.00   (f) ADJUSTED    1 2
 CQ1556
 CQ1556.Superseded values are not recommended for survey control.
 CQ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1556.See file dsdata.txt to determine how the superseded data were derived.
 CQ1556
 CQ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR656458(NAD 83)
 CQ1556_MARKER: DB = BENCH MARK DISK
 CQ1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1556_STAMPING: F 41 1934
 CQ1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1556+STABILITY: SURFACE MOTION
 CQ1556
 CQ1556  HISTORY     - Date     Condition        Report By
 CQ1556  HISTORY     - 1934     MONUMENTED       CGS
 CQ1556  HISTORY     - 1938     GOOD             CGS
 CQ1556
 CQ1556                          STATION DESCRIPTION
 CQ1556
 CQ1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1556'2.3 MI N FROM COUSHATTA.
 CQ1556'2.3 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1556'STATION AT COUSHATTA, RED RIVER PARISH, 3 1/2 FEET EAST OF MILEPOST
 CQ1556'42, 550 YARDS WEST OF A HOUSE, 300 YARDS WEST OF A CATTLEGUARD, 31
 CQ1556'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF
 CQ1556'POLES.  A STANDARD DISK, STAMPED F 41 1934 AND SET IN THE TOP OF A
 CQ1556'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1954 ***********************************************************************
 BX1954  DESIGNATION -  F 43
 BX1954  PID         -  BX1954
 BX1954  STATE/COUNTY-  LA/VERNON
 BX1954  USGS QUAD   -  LEESVILLE (1994)
 BX1954
 BX1954                         *CURRENT SURVEY CONTROL
 BX1954  ___________________________________________________________________
 BX1954* NAD 83(1986)-  31 08 07.     (N)    093 22 18.     (W)     SCALED    
 BX1954* NAVD 88     -        63.99   (+/-2cm)     209.9    (feet)  VERTCON   
 BX1954  ___________________________________________________________________
 BX1954  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX1954
 BX1954  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1954
 BX1954.The horizontal coordinates were scaled from a topographic map and have
 BX1954.an estimated accuracy of +/- 6 seconds.
 BX1954
 BX1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1954.The vertical order pertains to the NGVD 29 superseded value.
 BX1954
 BX1954.The geoid height was determined by GEOID03.
 BX1954
 BX1954;                    North         East    Units  Estimated Accuracy
 BX1954;SPC LA N     -    70,770.      916,870.      MT  (+/- 180 meters Scaled)
 BX1954
 BX1954                          SUPERSEDED SURVEY CONTROL
 BX1954
 BX1954  NGVD 29 (??/??/??)   64.099  (m)          210.30   (f) ADJUSTED    2 0
 BX1954
 BX1954.Superseded values are not recommended for survey control.
 BX1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1954.See file dsdata.txt to determine how the superseded data were derived.
 BX1954
 BX1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ645446(NAD 83)
 BX1954_MARKER: DB = BENCH MARK DISK
 BX1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1954_STAMPING: F 43 1935
 BX1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1954+STABILITY: SURFACE MOTION
 BX1954
 BX1954  HISTORY     - Date     Condition        Report By
 BX1954  HISTORY     - 1935     MONUMENTED       CGS
 BX1954  HISTORY     - 1943     GOOD             CGS
 BX1954  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1954  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1954  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1954
 BX1954                          STATION DESCRIPTION
 BX1954
 BX1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1954'7.9 MI W FROM LEESVILLE.
 BX1954'7.9 MILES WEST ALONG STATE HIGHWAY 21 FROM THE PARISH COURTHOUSE AT
 BX1954'LEESVILLE, VERNON PARISH, 290 FEET SOUTH OF A COUNTRY CHURCH, 146 FEET
 BX1954'NORTHEAST OF A BRIDGE, 58 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 BX1954'AND 1 FOOT WEST OF A V IN A RAIL FENCE.  A STANDARD DISK, STAMPED F 43
 BX1954'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX1954
 BX1954                          STATION RECOVERY (1994)
 BX1954
 BX1954'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1954'MARK NOT FOUND.
 BX1954
 BX1954                          STATION RECOVERY (2001)
 BX1954
 BX1954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1954'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1954
 BX1954                          STATION RECOVERY (2001)
 BX1954
 BX1954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1954'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1261 ***********************************************************************
 BK1261  DESIGNATION -  F 44
 BK1261  PID         -  BK1261
 BK1261  STATE/COUNTY-  LA/VERNON
 BK1261  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK1261
 BK1261                         *CURRENT SURVEY CONTROL
 BK1261  ___________________________________________________________________
 BK1261* NAD 83(1986)-  30 53 15.     (N)    093 11 43.     (W)     SCALED    
 BK1261* NAVD 88     -        50.35   (+/-2cm)     165.2    (feet)  VERTCON   
 BK1261  ___________________________________________________________________
 BK1261  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BK1261
 BK1261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1261
 BK1261.The horizontal coordinates were scaled from a topographic map and have
 BK1261.an estimated accuracy of +/- 6 seconds.
 BK1261
 BK1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1261.The vertical order pertains to the NGVD 29 superseded value.
 BK1261
 BK1261.The geoid height was determined by GEOID03.
 BK1261
 BK1261;                    North         East    Units  Estimated Accuracy
 BK1261;SPC LA N     -    43,180.      933,520.      MT  (+/- 180 meters Scaled)
 BK1261
 BK1261                          SUPERSEDED SURVEY CONTROL
 BK1261
 BK1261  NGVD 29 (??/??/??)   50.475  (m)          165.60   (f) ADJUSTED    2 0
 BK1261
 BK1261.Superseded values are not recommended for survey control.
 BK1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1261.See file dsdata.txt to determine how the superseded data were derived.
 BK1261
 BK1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ813171(NAD 83)
 BK1261_MARKER: DB = BENCH MARK DISK
 BK1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1261_STAMPING: F 44 1935
 BK1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1261+STABILITY: SURFACE MOTION
 BK1261
 BK1261  HISTORY     - Date     Condition        Report By
 BK1261  HISTORY     - 1935     MONUMENTED       CGS
 BK1261
 BK1261                          STATION DESCRIPTION
 BK1261
 BK1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1261'6.7 MI E FROM DE RIDDER.
 BK1261'IN VERNON PARISH, 6.7 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE
 BK1261'RAILWAY FROM THE STATION AT DE RIDDER, BEAUREGARD PARISH, 85 FEET
 BK1261'SOUTH OF MILEPOST 45, 87 FEET SOUTHWEST OF A BRIDGE, 43 FEET SOUTH OF
 BK1261'THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A
 BK1261'STANDARD DISK, STAMPED F 44 1935 AND SET IN THE TOP OF A CONCRETE
 BK1261'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1319 ***********************************************************************
 CQ1319  DESIGNATION -  F 47
 CQ1319  PID         -  CQ1319
 CQ1319  STATE/COUNTY-  LA/CLAIBORNE
 CQ1319  USGS QUAD   -  HOMER (1986)
 CQ1319
 CQ1319                         *CURRENT SURVEY CONTROL
 CQ1319  ___________________________________________________________________
 CQ1319* NAD 83(1986)-  32 50 42.     (N)    093 05 49.     (W)     SCALED    
 CQ1319* NAVD 88     -        72.696  (meters)     238.50   (feet)  ADJUSTED  
 CQ1319  ___________________________________________________________________
 CQ1319  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1319  DYNAMIC HT  -          72.615 (meters)     238.24  (feet)  COMP
 CQ1319  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 CQ1319
 CQ1319  VERT ORDER  -  SECOND    CLASS 0
 CQ1319
 CQ1319.The horizontal coordinates were scaled from a topographic map and have
 CQ1319.an estimated accuracy of +/- 6 seconds.
 CQ1319
 CQ1319.The orthometric height was determined by differential leveling
 CQ1319.and adjusted by the National Geodetic Survey in June 1991..
 CQ1319
 CQ1319.The geoid height was determined by GEOID03.
 CQ1319
 CQ1319.The dynamic height is computed by dividing the NAVD 88
 CQ1319.geopotential number by the normal gravity value computed on the
 CQ1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1319.degrees latitude (g = 980.6199 gals.).
 CQ1319
 CQ1319.The modeled gravity was interpolated from observed gravity values.
 CQ1319
 CQ1319;                    North         East    Units  Estimated Accuracy
 CQ1319;SPC LA N     -   260,170.      944,110.      MT  (+/- 180 meters Scaled)
 CQ1319
 CQ1319                          SUPERSEDED SURVEY CONTROL
 CQ1319
 CQ1319  NGVD 29 (??/??/??)   72.756  (m)          238.70   (f) ADJUSTED    2 0
 CQ1319
 CQ1319.Superseded values are not recommended for survey control.
 CQ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1319.See file dsdata.txt to determine how the superseded data were derived.
 CQ1319
 CQ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS909341(NAD 83)
 CQ1319_MARKER: DB = BENCH MARK DISK
 CQ1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1319_STAMPING: F 47 1934
 CQ1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1319+STABILITY: SURFACE MOTION
 CQ1319
 CQ1319  HISTORY     - Date     Condition        Report By
 CQ1319  HISTORY     - 1934     MONUMENTED       CGS
 CQ1319  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1319
 CQ1319                          STATION DESCRIPTION
 CQ1319
 CQ1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1319'4.8 MI NW FROM HOMER.
 CQ1319'4.8 MILES NORTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1319'HOMER, CLAIBORNE PARISH, 0.6 MILE SOUTH OF MILEPOST 37, 75 YARDS SOUTH
 CQ1319'OF BRIDGE 37-5, 15 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 45
 CQ1319'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 47
 CQ1319'1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1319
 CQ1319                          STATION RECOVERY (1982)
 CQ1319
 CQ1319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1044 ***********************************************************************
 CQ1044  DESIGNATION -  F 48
 CQ1044  PID         -  CQ1044
 CQ1044  STATE/COUNTY-  LA/CLAIBORNE
 CQ1044  USGS QUAD   -  SUMMERFIELD (1986)
 CQ1044
 CQ1044                         *CURRENT SURVEY CONTROL
 CQ1044  ___________________________________________________________________
 CQ1044* NAD 83(1986)-  32 59 05.     (N)    092 45 10.     (W)     SCALED    
 CQ1044* NAVD 88     -        63.547  (meters)     208.49   (feet)  ADJUSTED  
 CQ1044  ___________________________________________________________________
 CQ1044  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ1044  DYNAMIC HT  -          63.478 (meters)     208.26  (feet)  COMP
 CQ1044  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 CQ1044
 CQ1044  VERT ORDER  -  SECOND    CLASS 0
 CQ1044
 CQ1044.The horizontal coordinates were scaled from a topographic map and have
 CQ1044.an estimated accuracy of +/- 6 seconds.
 CQ1044
 CQ1044.The orthometric height was determined by differential leveling
 CQ1044.and adjusted by the National Geodetic Survey in June 1991..
 CQ1044
 CQ1044.The geoid height was determined by GEOID03.
 CQ1044
 CQ1044.The dynamic height is computed by dividing the NAVD 88
 CQ1044.geopotential number by the normal gravity value computed on the
 CQ1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1044.degrees latitude (g = 980.6199 gals.).
 CQ1044
 CQ1044.The modeled gravity was interpolated from observed gravity values.
 CQ1044
 CQ1044;                    North         East    Units  Estimated Accuracy
 CQ1044;SPC LA N     -   275,540.      976,370.      MT  (+/- 180 meters Scaled)
 CQ1044
 CQ1044                          SUPERSEDED SURVEY CONTROL
 CQ1044
 CQ1044  NGVD 29 (??/??/??)   63.651  (m)          208.83   (f) ADJUSTED    2 0
 CQ1044
 CQ1044.Superseded values are not recommended for survey control.
 CQ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1044.See file dsdata.txt to determine how the superseded data were derived.
 CQ1044
 CQ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS230496(NAD 83)
 CQ1044_MARKER: DB = BENCH MARK DISK
 CQ1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1044_STAMPING: F 48 1934
 CQ1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1044+STABILITY: SURFACE MOTION
 CQ1044
 CQ1044  HISTORY     - Date     Condition        Report By
 CQ1044  HISTORY     - 1934     MONUMENTED       CGS
 CQ1044  HISTORY     - 1951     MARK NOT FOUND   USGS
 CQ1044
 CQ1044                          STATION DESCRIPTION
 CQ1044
 CQ1044'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 CQ1044'2.5 MI SW FROM JUNCTION CITY.
 CQ1044'2.5 MILES SOUTHWEST ALONG LOUISIANA STATE HIGHWAY 115 FROM JUNCTION
 CQ1044'CITY, UNION COUNTY, ARKANSAS, AT THE SUMMIT OF A FAIRLY LONG GRADE,
 CQ1044'ABOUT 300 YARDS NORTHEAST OF A FARMHOUSE, 24 FEET WEST OF THE CENTER
 CQ1044'LINE OF THE HIGHWAY, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE AND SET
 CQ1044'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0964 ***********************************************************************
 CQ0964  DESIGNATION -  F 49
 CQ0964  PID         -  CQ0964
 CQ0964  STATE/COUNTY-  LA/LINCOLN
 CQ0964  USGS QUAD   -  RUSTON EAST (1994)
 CQ0964
 CQ0964                         *CURRENT SURVEY CONTROL
 CQ0964  ___________________________________________________________________
 CQ0964* NAD 83(1986)-  32 32 01.     (N)    092 34 04.     (W)     SCALED    
 CQ0964* NAVD 88     -        59.439  (meters)     195.01   (feet)  ADJUSTED  
 CQ0964  ___________________________________________________________________
 CQ0964  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0964  DYNAMIC HT  -          59.372 (meters)     194.79  (feet)  COMP
 CQ0964  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CQ0964
 CQ0964  VERT ORDER  -  FIRST     CLASS I
 CQ0964
 CQ0964.The horizontal coordinates were scaled from a topographic map and have
 CQ0964.an estimated accuracy of +/- 6 seconds.
 CQ0964
 CQ0964.The orthometric height was determined by differential leveling
 CQ0964.and adjusted by the National Geodetic Survey in June 1991..
 CQ0964
 CQ0964.The geoid height was determined by GEOID03.
 CQ0964
 CQ0964.The dynamic height is computed by dividing the NAVD 88
 CQ0964.geopotential number by the normal gravity value computed on the
 CQ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0964.degrees latitude (g = 980.6199 gals.).
 CQ0964
 CQ0964.The modeled gravity was interpolated from observed gravity values.
 CQ0964
 CQ0964;                    North         East    Units  Estimated Accuracy
 CQ0964;SPC LA N     -   225,480.      993,630.      MT  (+/- 180 meters Scaled)
 CQ0964
 CQ0964                          SUPERSEDED SURVEY CONTROL
 CQ0964
 CQ0964  NGVD 29 (??/??/??)   59.504  (m)          195.22   (f) ADJUSTED    1 1
 CQ0964
 CQ0964.Superseded values are not recommended for survey control.
 CQ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0964.See file dsdata.txt to determine how the superseded data were derived.
 CQ0964
 CQ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR405996(NAD 83)
 CQ0964_MARKER: DB = BENCH MARK DISK
 CQ0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0964_SP_SET: CULVERT
 CQ0964_STAMPING: F 49 1935
 CQ0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0964
 CQ0964  HISTORY     - Date     Condition        Report By
 CQ0964  HISTORY     - 1935     MONUMENTED       CGS
 CQ0964  HISTORY     - 1969     GOOD             CGS
 CQ0964  HISTORY     - 1980     GOOD             LADTD
 CQ0964  HISTORY     - 1987     GOOD             USPSQD
 CQ0964  HISTORY     - 20040131 GOOD             USPSQD
 CQ0964
 CQ0964                          STATION DESCRIPTION
 CQ0964
 CQ0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0964'2.95 MI W FROM CHOUDRANT.
 CQ0964'ABOUT 2.95 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0964'CHOUDRANT, OR ABOUT 0.3 MILE NORTH ALONG VIENNA STREET WHICH IS U.S.
 CQ0964'HIGHWAY 80 FROM THE COURTHOUSE AT RUSTON, THENCE 4.75 MILES EAST ALONG
 CQ0964'U.S. HIGHWAY 80, 24 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CQ0964'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 CQ0964'OF A 2- X 5-FOOT CONCRETE CULVERT, 211 FEET SOUTHWEST OF THE CENTER
 CQ0964'LINE OF A DRIVEWAY FOR THE LONGLEAF NURSING HOME, 34 FEET SOUTHEAST OF
 CQ0964'A 30-INCH SYCAMORE TREE, 25.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 CQ0964'AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY. SEC 22, T 18N, R
 CQ0964'2W.
 CQ0964
 CQ0964                          STATION RECOVERY (1980)
 CQ0964
 CQ0964'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0964'RECOVERED IN GOOD CONDITION.
 CQ0964
 CQ0964                          STATION RECOVERY (1987)
 CQ0964
 CQ0964'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0964'RECOVERED IN GOOD CONDITION.
 CQ0964
 CQ0964                          STATION RECOVERY (2004)
 CQ0964
 CQ0964'RECOVERY NOTE BY US POWER SQUADRON 2004 (THC)
 CQ0964'LONG LEAF NURSING HOME NOW NAMED LONG LEAF CARE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3445 ***********************************************************************
 BJ3445  DESIGNATION -  F 4916 LAGS RESET 1980
 BJ3445  PID         -  BJ3445
 BJ3445  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3445  USGS QUAD   -  CLINTON (1994)
 BJ3445
 BJ3445                         *CURRENT SURVEY CONTROL
 BJ3445  ___________________________________________________________________
 BJ3445* NAD 83(1986)-  30 51 57.     (N)    091 00 54.     (W)     SCALED    
 BJ3445* NAVD 88     -        67.458  (meters)     221.32   (feet)  ADJUSTED  
 BJ3445  ___________________________________________________________________
 BJ3445  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3445  DYNAMIC HT  -          67.371 (meters)     221.03  (feet)  COMP
 BJ3445  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3445
 BJ3445  VERT ORDER  -  SECOND    CLASS I
 BJ3445
 BJ3445.The horizontal coordinates were scaled from a topographic map and have
 BJ3445.an estimated accuracy of +/- 6 seconds.
 BJ3445
 BJ3445.The orthometric height was determined by differential leveling
 BJ3445.and adjusted by the National Geodetic Survey in February 1994..
 BJ3445
 BJ3445.The geoid height was determined by GEOID03.
 BJ3445
 BJ3445.The dynamic height is computed by dividing the NAVD 88
 BJ3445.geopotential number by the normal gravity value computed on the
 BJ3445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3445.degrees latitude (g = 980.6199 gals.).
 BJ3445
 BJ3445.The modeled gravity was interpolated from observed gravity values.
 BJ3445
 BJ3445;                    North         East    Units  Estimated Accuracy
 BJ3445;SPC LA S     -   262,290.    1,030,450.      MT  (+/- 180 meters Scaled)
 BJ3445
 BJ3445                          SUPERSEDED SURVEY CONTROL
 BJ3445
 BJ3445.No superseded survey control is available for this station.
 BJ3445
 BJ3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ897164(NAD 83)
 BJ3445_MARKER: DB = BENCH MARK DISK
 BJ3445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3445_SP_SET: CONCRETE POST
 BJ3445_STAMPING: F 4916 RESET 1980
 BJ3445_MARK LOGO: LAGS  
 BJ3445_PROJECTION: FLUSH
 BJ3445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3445+STABILITY: SURFACE MOTION
 BJ3445
 BJ3445  HISTORY     - Date     Condition        Report By
 BJ3445  HISTORY     - 1980     MONUMENTED       LAGS
 BJ3445  HISTORY     - 1984     GOOD             LADTD
 BJ3445  HISTORY     - 1984     GOOD             LADTD
 BJ3445
 BJ3445                          STATION DESCRIPTION
 BJ3445
 BJ3445'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3445'IN CLINTON.
 BJ3445'IN CLINTON, ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67
 BJ3445'FROM THE COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS WITH
 BJ3445'THE BENCH MARK SET IN THE NORTHEAST QUADRANT OF THE JUNCTION,
 BJ3445'12.8 METERS (42 FEET) EAST OF THE CENTER OF A STREET, 8.7 METERS (28.5
 BJ3445'FEET) NORTH OF THE CENTER OF HIGHWAY 10, 6.7 METERS (22 FEET)
 BJ3445'SOUTH-SOUTHWEST OF A 24-INCH PINE TREE, 4.7 METERS (15.5 FEET) WEST OF
 BJ3445'A 20-INCH CEDAR TREE
 BJ3445'THE MARK IS 2.59 METERS  NE FROM  A POWER POLE
 BJ3445'THE MARK IS 4.83 M ABOVE HIGHWAY 10.
 BJ3445
 BJ3445                          STATION RECOVERY (1984)
 BJ3445
 BJ3445'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0952 ***********************************************************************
 CQ0952  DESIGNATION -  F 50
 CQ0952  PID         -  CQ0952
 CQ0952  STATE/COUNTY-  LA/WINN
 CQ0952  USGS QUAD   -  HUDSON (1985)
 CQ0952
 CQ0952                         *CURRENT SURVEY CONTROL
 CQ0952  ___________________________________________________________________
 CQ0952* NAD 83(1986)-  32 01 03.     (N)    092 30 48.     (W)     SCALED    
 CQ0952* NAVD 88     -        48.24   (+/-2cm)     158.3    (feet)  VERTCON   
 CQ0952  ___________________________________________________________________
 CQ0952  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0952
 CQ0952  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0952
 CQ0952.The horizontal coordinates were scaled from a topographic map and have
 CQ0952.an estimated accuracy of +/- 6 seconds.
 CQ0952
 CQ0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0952.The vertical order pertains to the NGVD 29 superseded value.
 CQ0952
 CQ0952.The geoid height was determined by GEOID03.
 CQ0952
 CQ0952;                    North         East    Units  Estimated Accuracy
 CQ0952;SPC LA N     -   168,250.      998,740.      MT  (+/- 180 meters Scaled)
 CQ0952
 CQ0952                          SUPERSEDED SURVEY CONTROL
 CQ0952
 CQ0952  NGVD 29 (??/??/??)   48.265  (m)          158.35   (f) ADJUSTED    2 0
 CQ0952
 CQ0952.Superseded values are not recommended for survey control.
 CQ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0952.See file dsdata.txt to determine how the superseded data were derived.
 CQ0952
 CQ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR459424(NAD 83)
 CQ0952_MARKER: DB = BENCH MARK DISK
 CQ0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0952_STAMPING: F 50 1935
 CQ0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0952+STABILITY: SURFACE MOTION
 CQ0952
 CQ0952  HISTORY     - Date     Condition        Report By
 CQ0952  HISTORY     - 1935     MONUMENTED       CGS
 CQ0952  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0952
 CQ0952                          STATION DESCRIPTION
 CQ0952
 CQ0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0952'4.7 MI S FROM SIKES.
 CQ0952'4.7 MILES SOUTH ALONG THE TREMONT AND GULF RAILWAY FROM THE STATION AT
 CQ0952'SIKES, WINN PARISH, 250 YARDS SOUTH OF BRIDGE NO. 37.82, ABOUT 120
 CQ0952'YARDS NORTH OF MILEPOST 38, AND 15 FEET EAST OF THE CENTERLINE OF THE
 CQ0952'TRACK.  A STANDARD DISK, STAMPED F 50 1935 AND SET IN THE TOP OF A
 CQ0952'CONCRETE POST.
 CQ0952
 CQ0952                          STATION RECOVERY (1982)
 CQ0952
 CQ0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1554 ***********************************************************************
 BK1554  DESIGNATION -  F 51
 BK1554  PID         -  BK1554
 BK1554  STATE/COUNTY-  LA/BEAUREGARD
 BK1554  USGS QUAD   -  GORDON (1994)
 BK1554
 BK1554                         *CURRENT SURVEY CONTROL
 BK1554  ___________________________________________________________________
 BK1554* NAD 83(1986)-  30 29 20.     (N)    093 18 39.     (W)     SCALED    
 BK1554* NAVD 88     -        20.707  (meters)      67.94   (feet)  ADJUSTED  
 BK1554  ___________________________________________________________________
 BK1554  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK1554  DYNAMIC HT  -          20.680 (meters)      67.85  (feet)  COMP
 BK1554  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BK1554
 BK1554  VERT ORDER  -  FIRST     CLASS II
 BK1554
 BK1554.The horizontal coordinates were scaled from a topographic map and have
 BK1554.an estimated accuracy of +/- 6 seconds.
 BK1554
 BK1554.The orthometric height was determined by differential leveling
 BK1554.and adjusted by the National Geodetic Survey in February 1994..
 BK1554
 BK1554.The geoid height was determined by GEOID03.
 BK1554
 BK1554.The dynamic height is computed by dividing the NAVD 88
 BK1554.geopotential number by the normal gravity value computed on the
 BK1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1554.degrees latitude (g = 980.6199 gals.).
 BK1554
 BK1554.The modeled gravity was interpolated from observed gravity values.
 BK1554
 BK1554;                    North         East    Units  Estimated Accuracy
 BK1554;SPC LA S     -   222,100.      810,160.      MT  (+/- 180 meters Scaled)
 BK1554
 BK1554                          SUPERSEDED SURVEY CONTROL
 BK1554
 BK1554  NGVD 29 (??/??/??)   20.622  (m)           67.66   (f) ADJUSTED    1 2
 BK1554
 BK1554.Superseded values are not recommended for survey control.
 BK1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1554.See file dsdata.txt to determine how the superseded data were derived.
 BK1554
 BK1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP701730(NAD 83)
 BK1554_MARKER: DB = BENCH MARK DISK
 BK1554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK1554_SP_SET: HEADWALL
 BK1554_STAMPING: F 51 1935
 BK1554_MARK LOGO: CGS   
 BK1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1554+STABILITY: SURFACE MOTION
 BK1554
 BK1554  HISTORY     - Date     Condition        Report By
 BK1554  HISTORY     - 1935     MONUMENTED       CGS
 BK1554  HISTORY     - 1986     GOOD             NGS
 BK1554  HISTORY     - 20021102 GOOD             USPSQD
 BK1554  HISTORY     - 20041009 GOOD             USPSQD
 BK1554
 BK1554                          STATION DESCRIPTION
 BK1554
 BK1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1554'7.9 MI E FROM DE QUINCY.
 BK1554'IN BEAUREGARD PARISH, 7.9 MILES EAST ALONG THE MISSOURI PACIFIC
 BK1554'RAILROAD FROM THE STATION AT DE QUINCY, CALCASIEU PARISH, 0.3 MILE
 BK1554'EAST OF MILEPOST 516, 80 YARDS SOUTHWEST OF THE CENTER OF A ROAD
 BK1554'CROSSING, AT A CULVERT, IN THE TOP OF THE WEST END OF THE NORTHWEST
 BK1554'CONCRETE HEADWALL, AND 19 FEET NORTHWEST OF THE CENTERLINE OF THE
 BK1554'TRACK.  A STANDARD DISK, STAMPED F 51 1935.
 BK1554
 BK1554                          STATION RECOVERY (1986)
 BK1554
 BK1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1554'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION.  8.0 KM (5.0 MI)
 BK1554'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE U.S. HIGHWAY
 BK1554'171 OVERPASS IN RAGLEY TO THE MARK ON THE RIGHT, 0.08 KM (0.05 MI)
 BK1554'SOUTHWEST OF THE CROSSING OF PIERCE ROAD, IN TOP OF THE WEST END OF
 BK1554'THE NORTH HEADWALL FOR A CONCRETE BOX CULVERT UNDER THE RAILROAD,
 BK1554'5.64 METERS (18.5 FT) NORTH-NORTHWEST OF THE NORTHWEST RAIL.
 BK1554'0.13 METER (0.43 FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 BK1554'THE MARK IS 0.18 METERS  NE FROM  A WITNESS POST
 BK1554'THE MARK IS 1.52 M BELOW RAIL.
 BK1554
 BK1554                          STATION RECOVERY (2002)
 BK1554
 BK1554'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK1554'RECOVERED IN GOOD CONDITION.
 BK1554
 BK1554                          STATION RECOVERY (2004)
 BK1554
 BK1554'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1094 ***********************************************************************
 CQ1094  DESIGNATION -  F 57
 CQ1094  PID         -  CQ1094
 CQ1094  STATE/COUNTY-  LA/UNION
 CQ1094  USGS QUAD   -  LILLIE (1985)
 CQ1094
 CQ1094                         *CURRENT SURVEY CONTROL
 CQ1094  ___________________________________________________________________
 CQ1094* NAD 83(1986)-  32 52 41.     (N)    092 38 06.     (W)     SCALED    
 CQ1094* NAVD 88     -        35.78   (+/-2cm)     117.4    (feet)  VERTCON   
 CQ1094  ___________________________________________________________________
 CQ1094  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1094
 CQ1094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1094
 CQ1094.The horizontal coordinates were scaled from a topographic map and have
 CQ1094.an estimated accuracy of +/- 6 seconds.
 CQ1094
 CQ1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1094.The vertical order pertains to the NGVD 29 superseded value.
 CQ1094
 CQ1094.The geoid height was determined by GEOID03.
 CQ1094
 CQ1094;                    North         East    Units  Estimated Accuracy
 CQ1094;SPC LA N     -   263,690.      987,370.      MT  (+/- 180 meters Scaled)
 CQ1094
 CQ1094                          SUPERSEDED SURVEY CONTROL
 CQ1094
 CQ1094  NGVD 29 (??/??/??)   35.888  (m)          117.74   (f) ADJUSTED    2 0
 CQ1094
 CQ1094.Superseded values are not recommended for survey control.
 CQ1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1094.See file dsdata.txt to determine how the superseded data were derived.
 CQ1094
 CQ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS341378(NAD 83)
 CQ1094_MARKER: DB = BENCH MARK DISK
 CQ1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1094_STAMPING: F57 1934
 CQ1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1094+STABILITY: SURFACE MOTION
 CQ1094
 CQ1094  HISTORY     - Date     Condition        Report By
 CQ1094  HISTORY     - 1934     MONUMENTED       CGS
 CQ1094  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1094
 CQ1094                          STATION DESCRIPTION
 CQ1094
 CQ1094'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1094'4.3 MI N FROM BERNICE.
 CQ1094'4.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 CQ1094'FROM BERNICE, UNION PARISH, AT THE FLAG STOP AT COPLEY, 39 FEET
 CQ1094'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL STATION, AND 38 FEET
 CQ1094'WEST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F
 CQ1094'57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0041 ***********************************************************************
 BK0041  DESIGNATION -  F 60
 BK0041  PID         -  BK0041
 BK0041  STATE/COUNTY-  LA/ST LANDRY
 BK0041  USGS QUAD   -  CHATAIGNIER (1983)
 BK0041
 BK0041                         *CURRENT SURVEY CONTROL
 BK0041  ___________________________________________________________________
 BK0041* NAD 83(1986)-  30 32 13.     (N)    092 21 48.     (W)     SCALED    
 BK0041* NAVD 88     -        15.61   (+/-2cm)      51.2    (feet)  VERTCON   
 BK0041  ___________________________________________________________________
 BK0041  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK0041
 BK0041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0041
 BK0041.The horizontal coordinates were scaled from a topographic map and have
 BK0041.an estimated accuracy of +/- 6 seconds.
 BK0041
 BK0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0041.The vertical order pertains to the NGVD 29 superseded value.
 BK0041
 BK0041.The geoid height was determined by GEOID03.
 BK0041
 BK0041;                    North         East    Units  Estimated Accuracy
 BK0041;SPC LA S     -   226,230.      901,160.      MT  (+/- 180 meters Scaled)
 BK0041
 BK0041                          SUPERSEDED SURVEY CONTROL
 BK0041
 BK0041  NGVD 29 (??/??/??)   15.574  (m)           51.10   (f) ADJUSTED    2 0
 BK0041
 BK0041.Superseded values are not recommended for survey control.
 BK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0041.See file dsdata.txt to determine how the superseded data were derived.
 BK0041
 BK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP610784(NAD 83)
 BK0041_MARKER: DB = BENCH MARK DISK
 BK0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0041_STAMPING: F 60 1935
 BK0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0041+STABILITY: SURFACE MOTION
 BK0041
 BK0041  HISTORY     - Date     Condition        Report By
 BK0041  HISTORY     - 1935     MONUMENTED       CGS
 BK0041  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0041
 BK0041                          STATION DESCRIPTION
 BK0041
 BK0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0041'3.4 MI S FROM CHATAIGNIER.
 BK0041'IN SAINT LANDRY PARISH, 3.4 MILES SOUTH ALONG THE TEXAS AND PACIFIC
 BK0041'RAILWAY (NOW ABANDONED) FROM CHATAIGNIER, EVANGELINE PARISH, DIRECTLY
 BK0041'OPPOSITE MILEPOST 32, 280 YARDS NORTH OF A ROAD CROSSING, AND 38 FEET
 BK0041'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 60
 BK0041'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK0041
 BK0041                          STATION RECOVERY (1980)
 BK0041
 BK0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1140 ***********************************************************************
 BX1140  DESIGNATION -  F 67
 BX1140  PID         -  BX1140
 BX1140  STATE/COUNTY-  LA/RAPIDES
 BX1140  USGS QUAD   -  BOYCE (1992)
 BX1140
 BX1140                         *CURRENT SURVEY CONTROL
 BX1140  ___________________________________________________________________
 BX1140* NAD 83(1986)-  31 24 09.     (N)    092 44 30.     (W)     SCALED    
 BX1140* NAVD 88     -        47.84   (+/-2cm)     157.0    (feet)  VERTCON   
 BX1140  ___________________________________________________________________
 BX1140  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1140
 BX1140  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1140
 BX1140.The horizontal coordinates were scaled from a topographic map and have
 BX1140.an estimated accuracy of +/- 6 seconds.
 BX1140
 BX1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1140.The vertical order pertains to the NGVD 29 superseded value.
 BX1140
 BX1140.The geoid height was determined by GEOID03.
 BX1140
 BX1140;                    North         East    Units  Estimated Accuracy
 BX1140;SPC LA N     -   100,090.      977,020.      MT  (+/- 180 meters Scaled)
 BX1140
 BX1140                          SUPERSEDED SURVEY CONTROL
 BX1140
 BX1140  NGVD 29 (??/??/??)   47.840  (m)          156.96   (f) ADJUSTED    1 2
 BX1140
 BX1140.Superseded values are not recommended for survey control.
 BX1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1140.See file dsdata.txt to determine how the superseded data were derived.
 BX1140
 BX1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ245742(NAD 83)
 BX1140_MARKER: DB = BENCH MARK DISK
 BX1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1140_STAMPING: F 67 1935
 BX1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1140+STABILITY: SURFACE MOTION
 BX1140
 BX1140  HISTORY     - Date     Condition        Report By
 BX1140  HISTORY     - 1935     MONUMENTED       CGS
 BX1140  HISTORY     - 1972     GOOD             NGS
 BX1140  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1140
 BX1140                          STATION DESCRIPTION
 BX1140
 BX1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BX1140'2.6 MI SW FROM ZIMMERMAN.
 BX1140'LOCATED 0.7 MILE WEST ALONG STATE HIGHWAY 1 FROM ZIMMERMAN, THENCE 1.9
 BX1140'MILE SOUTHWEST ALONG STATE HIGHWAY 8, ABOUT 0.1 MILE SOUTHWEST OF THE
 BX1140'TOP OF A HILL, ABOUT MIDWAY ON AN S CURVE, AND ABOUT MIDWAY BETWEEN
 BX1140'TWO POWER POLES, ACROSS THE ROAD FROM A ROAD LEADING SOUTHWEST, 43
 BX1140'FEET SOUTHEAST OF THE PROJECTED CENTER OF THE ROAD LEADING SOUTHWEST,
 BX1140'35 FEET SOUTHEAST OF THE CENTER OF OLD STATE HIGHWAY 8 (NEW HIGHWAY
 BX1140'ABOUT 100 YARDS SOUTH), 41 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BX1140'CATTLE GUARD, 4 FEET SOUTHEAST OF A FENCE LINE, AND 1 FOOT SOUTHEAST
 BX1140'OF A METAL WITNESS POST.  IT IS BENCH MARK DISK STAMPED F 67 1935, SET
 BX1140'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 BX1140'ABOUT LEVEL WITH THE ROAD.
 BX1140
 BX1140                          STATION RECOVERY (1999)
 BX1140
 BX1140'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0053 ***********************************************************************
 BK0053  DESIGNATION -  F 69
 BK0053  PID         -  BK0053
 BK0053  STATE/COUNTY-  LA/ST LANDRY
 BK0053  USGS QUAD   -  MORROW (1972)
 BK0053
 BK0053                         *CURRENT SURVEY CONTROL
 BK0053  ___________________________________________________________________
 BK0053* NAD 83(1986)-  30 47 11.     (N)    092 02 30.     (W)     SCALED    
 BK0053* NAVD 88     -        12.50   (+/-2cm)      41.0    (feet)  VERTCON   
 BK0053  ___________________________________________________________________
 BK0053  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0053
 BK0053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0053
 BK0053.The horizontal coordinates were scaled from a topographic map and have
 BK0053.an estimated accuracy of +/- 6 seconds.
 BK0053
 BK0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0053.The vertical order pertains to the NGVD 29 superseded value.
 BK0053
 BK0053.The geoid height was determined by GEOID03.
 BK0053
 BK0053;                    North         East    Units  Estimated Accuracy
 BK0053;SPC LA S     -   253,650.      932,200.      MT  (+/- 180 meters Scaled)
 BK0053
 BK0053                          SUPERSEDED SURVEY CONTROL
 BK0053
 BK0053  NGVD 29 (??/??/??)   12.475  (m)           40.93   (f) ADJUSTED    2 0
 BK0053
 BK0053.Superseded values are not recommended for survey control.
 BK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0053.See file dsdata.txt to determine how the superseded data were derived.
 BK0053
 BK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ916063(NAD 83)
 BK0053_MARKER: DB = BENCH MARK DISK
 BK0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0053_STAMPING: F 69 1935
 BK0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0053+STABILITY: SURFACE MOTION
 BK0053
 BK0053  HISTORY     - Date     Condition        Report By
 BK0053  HISTORY     - 1935     MONUMENTED       CGS
 BK0053  HISTORY     - 1960     GOOD             CGS
 BK0053  HISTORY     - 1976     GOOD             LADTD
 BK0053
 BK0053                          STATION DESCRIPTION
 BK0053
 BK0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BK0053'4 MI SE FROM MORROW.
 BK0053'LOCATED 4.0 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BK0053'MORROW, 94 FEET NORTHWEST OF THE STATION SIGN AT LEMOYEN, 65 FEET WEST
 BK0053'OF TELEPHONE POLE NO. 4975, 5.5 FEET NORTH OF THE 11TH POLE SOUTH OF
 BK0053'MILEPOST 149, AND THE FOURTH POLE NORTH OF A ROAD CROSSING, 57 FEET
 BK0053'EAST OF U.S. HIGHWAY 71, 30 FEET WEST OF THE WEST RAIL OF THE TRACKS,
 BK0053'19.5 FEET WEST OF SIGNAL NO. 1488, 43.5 FEET SOUTHWEST OF THE
 BK0053'SOUTHWEST CORNER OF A CATTLE GUARD ON THE TRACKS, 101.5 FEET NORTHWEST
 BK0053'OF A SWITCH STAN FOR A SIDE TRACK LEADING SOUTH AND 1 FOOT EAST OF A
 BK0053'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED F 69 1935, SET IN
 BK0053'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 1 FOOT ABOVE
 BK0053'THE LEVEL OF THE TRACKS.
 BK0053
 BK0053                          STATION RECOVERY (1976)
 BK0053
 BK0053'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 BK0053'FROM THE POST OFFICE IN LEMOYEN ABOUT .10 MI NW ALONG US HIGHWAY 71,
 BK0053'57 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 5 FT NW OF A TELEPHONE
 BK0053'POLE WITH 3 GUY ANCHORS, 30 FT WEST OF THE WEST RAIL OF THE TEXAS AND
 BK0053'PACIFIC RAILROAD TRACK, 44 FT SW OF THE TEXAS AND PACIFIC RAILROAD
 BK0053'SWITCH LIGHT NO 1487, 400 FT NW OF LEMOY TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1787 ***********************************************************************
 BJ1787  DESIGNATION -  F 75
 BJ1787  PID         -  BJ1787
 BJ1787  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1787  USGS QUAD   -  BLUFF CREEK (1984)
 BJ1787
 BJ1787                         *CURRENT SURVEY CONTROL
 BJ1787  ___________________________________________________________________
 BJ1787* NAD 83(1986)-  30 52 16.     (N)    090 59 48.     (W)     SCALED    
 BJ1787* NAVD 88     -        84.71   (+/-2cm)     277.9    (feet)  VERTCON   
 BJ1787  ___________________________________________________________________
 BJ1787  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ1787
 BJ1787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1787
 BJ1787.The horizontal coordinates were scaled from a topographic map and have
 BJ1787.an estimated accuracy of +/- 6 seconds.
 BJ1787
 BJ1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1787.The vertical order pertains to the NGVD 29 superseded value.
 BJ1787
 BJ1787.The geoid height was determined by GEOID03.
 BJ1787
 BJ1787;                    North         East    Units  Estimated Accuracy
 BJ1787;SPC LA S     -   262,880.    1,032,200.      MT  (+/- 180 meters Scaled)
 BJ1787
 BJ1787                          SUPERSEDED SURVEY CONTROL
 BJ1787
 BJ1787  NGVD 29 (??/??/??)   84.662  (m)          277.76   (f) ADJUSTED    2 0
 BJ1787
 BJ1787.Superseded values are not recommended for survey control.
 BJ1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1787.See file dsdata.txt to determine how the superseded data were derived.
 BJ1787
 BJ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ915170(NAD 83)
 BJ1787_MARKER: DB = BENCH MARK DISK
 BJ1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1787_STAMPING: F 75 1935 278.349
 BJ1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1787+STABILITY: SURFACE MOTION
 BJ1787
 BJ1787  HISTORY     - Date     Condition        Report By
 BJ1787  HISTORY     - 1935     MONUMENTED       CGS
 BJ1787  HISTORY     - 1954     GOOD             CGS
 BJ1787
 BJ1787                          STATION DESCRIPTION
 BJ1787
 BJ1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1787'1.8 MI E FROM CLINTON.
 BJ1787'LOCATED 1.8 MILE EAST ALONG STATE HIGHWAY 35 FROM THE RAILROAD WAITING
 BJ1787'STATION IN CLINTON, AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 BJ1787'STATE HIGHWAY 35 AND A SIDE ROAD LEADING SOUTHWEST. IT IS 30 FEET
 BJ1787'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35 AND 20 FEET SOUTHWEST OF
 BJ1787'THE CENTERLINE OF THE SIDEROAD LEADING SOUTHWEST.  IT IS A STANDARD
 BJ1787'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 3
 BJ1787'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1885 ***********************************************************************
 BJ1885  DESIGNATION -  F 76
 BJ1885  PID         -  BJ1885
 BJ1885  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1885  USGS QUAD   -  JACKSON (1994)
 BJ1885
 BJ1885                         *CURRENT SURVEY CONTROL
 BJ1885  ___________________________________________________________________
 BJ1885* NAD 83(1986)-  30 52 10.     (N)    091 08 02.     (W)     SCALED    
 BJ1885* NAVD 88     -        63.834  (meters)     209.43   (feet)  ADJUSTED  
 BJ1885  ___________________________________________________________________
 BJ1885  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ1885  DYNAMIC HT  -          63.751 (meters)     209.16  (feet)  COMP
 BJ1885  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 BJ1885
 BJ1885  VERT ORDER  -  SECOND    CLASS 0
 BJ1885
 BJ1885.The horizontal coordinates were scaled from a topographic map and have
 BJ1885.an estimated accuracy of +/- 6 seconds.
 BJ1885
 BJ1885.The orthometric height was determined by differential leveling
 BJ1885.and adjusted by the National Geodetic Survey in February 1994..
 BJ1885
 BJ1885.The geoid height was determined by GEOID03.
 BJ1885
 BJ1885.The dynamic height is computed by dividing the NAVD 88
 BJ1885.geopotential number by the normal gravity value computed on the
 BJ1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1885.degrees latitude (g = 980.6199 gals.).
 BJ1885
 BJ1885.The modeled gravity was interpolated from observed gravity values.
 BJ1885
 BJ1885;                    North         East    Units  Estimated Accuracy
 BJ1885;SPC LA S     -   262,670.    1,019,070.      MT  (+/- 180 meters Scaled)
 BJ1885
 BJ1885                          SUPERSEDED SURVEY CONTROL
 BJ1885
 BJ1885  NGVD 29 (??/??/??)   63.764  (m)          209.20   (f) ADJUSTED    2 0
 BJ1885
 BJ1885.Superseded values are not recommended for survey control.
 BJ1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1885.See file dsdata.txt to determine how the superseded data were derived.
 BJ1885
 BJ1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ784166(NAD 83)
 BJ1885_MARKER: DB = BENCH MARK DISK
 BJ1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1885_STAMPING: F 76 1935
 BJ1885_MARK LOGO: CGS   
 BJ1885_PROJECTION: RECESSED 5 CENTIMETERS
 BJ1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1885+STABILITY: SURFACE MOTION
 BJ1885
 BJ1885  HISTORY     - Date     Condition        Report By
 BJ1885  HISTORY     - 1935     MONUMENTED       CGS
 BJ1885  HISTORY     - 1954     GOOD             CGS
 BJ1885  HISTORY     - 1984     GOOD             LADTD
 BJ1885
 BJ1885                          STATION DESCRIPTION
 BJ1885
 BJ1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1885'3.5 MI S FROM WILSON.
 BJ1885'3.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 BJ1885'IN WILSON, AT THE STATION IN GURLEY, 200 FEET NORTHWEST OF THE STATION
 BJ1885'IN GURLEY, 160 FEET WEST OF THE G. L. GAYDON DAIRY BARNS, 47 FEET WEST
 BJ1885'OF THE WEST RAIL OF THE MAIN TRACKS, 30 FEET EAST OF THE CENTERLINE OF
 BJ1885'A DIRT ROAD AND 5 FEET NORTHWEST OF A TELEGRAPH POLE. A STANDARD DISK,
 BJ1885'STAMPED F 76 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BJ1885'INCHES AND LEVEL WITH THE TRACKS.
 BJ1885
 BJ1885                          STATION RECOVERY (1984)
 BJ1885
 BJ1885'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1885'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.2 KM
 BJ1885'(0.1 MILE) EAST ON STATE HIGHWAY 412 FROM THE POST OFFICE IN SLAUGHTER
 BJ1885'TO THE JUNCTION OF STATE HIGHWAY 19, THENCE NORTH ON HIGHWAY 19 FOR
 BJ1885'ABOUT 17.4 KM (10.8 MILES) TO THE JUNCTION WITH STATE HIGHWAY 963,
 BJ1885'THENCE WEST ON HIGHWAY 963 FOR ABOUT 1.3 KM (0.8 MILE) TO THE BENCH
 BJ1885'MARK ON THE RIGHT AND WEST OF THE ILLINOIS CENTRAL GULF RAILROAD,
 BJ1885'32.3 METERS (106 FEET) NORTH OF THE CENTER OF HIGHWAY 963, 28.2 METERS
 BJ1885'(92.5 FEET) NORTH-NORTHEAST OF A POWER POLE, 11.7 METERS (38.5 FEET)
 BJ1885'WEST OF THE WEST RAIL OF MAIN TRACK, 1.4 METERS (4.5 FEET) NORTHWEST
 BJ1885'OF A TELEGRAPH POLE.
 BJ1885'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ1885'THE MARK IS ABOVE LEVEL WITH HIGHWAY 963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4710 ***********************************************************************
 BJ4710  DESIGNATION -  F 76
 BJ4710  PID         -  BJ4710
 BJ4710  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4710  USGS QUAD   -  JACKSON (1994)
 BJ4710
 BJ4710                         *CURRENT SURVEY CONTROL
 BJ4710  ___________________________________________________________________
 BJ4710* NAD 83(1992)-  30 52 10.18180(N)    091 08 03.47644(W)     ADJUSTED  
 BJ4710* NAVD 88     -        64.05   (+/-2cm)     210.1    (feet)  VERTCON   
 BJ4710  ___________________________________________________________________
 BJ4710  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BJ4710  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4710
 BJ4710  HORZ ORDER  -  THIRD
 BJ4710  VERT ORDER  -  THIRD ? (See Below)
 BJ4710
 BJ4710.The horizontal coordinates were established by classical geodetic methods
 BJ4710.and adjusted by the National Geodetic Survey in May 1994..
 BJ4710
 BJ4710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4710.The vertical order pertains to the NGVD 29 superseded value.
 BJ4710
 BJ4710.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4710
 BJ4710.The geoid height was determined by GEOID03.
 BJ4710
 BJ4710;                    North         East     Units Scale Factor Converg.
 BJ4710;SPC LA S     -   262,671.512 1,019,035.224   MT  1.00004044   +0 05 58.3
 BJ4710;SPC LA S     -   861,781.45  3,343,284.73   sFT  1.00004044   +0 05 58.3
 BJ4710;UTM  15      - 3,416,629.204   678,368.262   MT  0.99999247   +0 57 27.1
 BJ4710
 BJ4710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4710!SPC LA S     -   0.99999422  x   1.00004044  =   1.00003466
 BJ4710!UTM  15      -   0.99999422  x   0.99999247  =   0.99998669
 BJ4710
 BJ4710                          SUPERSEDED SURVEY CONTROL
 BJ4710
 BJ4710  NAD 83(1992)-  30 52 10.18405(N)    091 08 03.47670(W) AD(       ) 3
 BJ4710  NAD 83(1986)-  30 52 10.19828(N)    091 08 03.47184(W) AD(       ) 3
 BJ4710  NAD 27      -  30 52 09.54848(N)    091 08 03.09018(W) AD(       ) 3
 BJ4710  NGVD 29 (07/19/86)   63.99   (m)          209.9    (f) LEVELING    3  
 BJ4710
 BJ4710.Superseded values are not recommended for survey control.
 BJ4710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4710.See file dsdata.txt to determine how the superseded data were derived.
 BJ4710
 BJ4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7836816629(NAD 83)
 BJ4710_MARKER: DB = BENCH MARK DISK
 BJ4710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4710_STAMPING: F 76 1935
 BJ4710_MARK LOGO: CGS   
 BJ4710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4710+STABILITY: SURFACE MOTION
 BJ4710
 BJ4710  HISTORY     - Date     Condition        Report By
 BJ4710  HISTORY     - 1935     MONUMENTED       NGS
 BJ4710
 BJ4710                          STATION DESCRIPTION
 BJ4710
 BJ4710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BJ4710'AT GURLEY, 95 FT N. AND 39 FT W. OF RD. CROSSING I.C. RR.  250 FT N.
 BJ4710'OF DEPOT.  IN CONCRETE POST.  STANDARD USC AND GS DISK STAMPED---F 76
 BJ4710'1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0739 ***********************************************************************
 BX0739  DESIGNATION -  F 98
 BX0739  PID         -  BX0739
 BX0739  STATE/COUNTY-  LA/RAPIDES
 BX0739  USGS QUAD   -  LATANIER (1993)
 BX0739
 BX0739                         *CURRENT SURVEY CONTROL
 BX0739  ___________________________________________________________________
 BX0739* NAD 83(1986)-  31 07 49.     (N)    092 15 54.     (W)     SCALED    
 BX0739* NAVD 88     -        19.033  (meters)      62.44   (feet)  ADJUSTED  
 BX0739  ___________________________________________________________________
 BX0739  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0739  DYNAMIC HT  -          19.010 (meters)      62.37  (feet)  COMP
 BX0739  MODELED GRAV-     979,391.0   (mgal)                       NAVD 88
 BX0739
 BX0739  VERT ORDER  -  FIRST     CLASS I
 BX0739
 BX0739.The horizontal coordinates were scaled from a topographic map and have
 BX0739.an estimated accuracy of +/- 6 seconds.
 BX0739
 BX0739.The orthometric height was determined by differential leveling
 BX0739.and adjusted by the National Geodetic Survey in February 1994..
 BX0739
 BX0739.The geoid height was determined by GEOID03.
 BX0739
 BX0739.The dynamic height is computed by dividing the NAVD 88
 BX0739.geopotential number by the normal gravity value computed on the
 BX0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0739.degrees latitude (g = 980.6199 gals.).
 BX0739
 BX0739.The modeled gravity was interpolated from observed gravity values.
 BX0739
 BX0739;                    North         East    Units  Estimated Accuracy
 BX0739;SPC LA N     -    69,910.    1,022,410.      MT  (+/- 180 meters Scaled)
 BX0739
 BX0739                          SUPERSEDED SURVEY CONTROL
 BX0739
 BX0739  NAVD 88 (06/15/91)   19.037  (m)           62.46   (f) UNKNOWN     1 1
 BX0739  NGVD 29 (??/??/??)   19.009  (m)           62.37   (f) ADJUSTED    1 1
 BX0739
 BX0739.Superseded values are not recommended for survey control.
 BX0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0739.See file dsdata.txt to determine how the superseded data were derived.
 BX0739
 BX0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ700442(NAD 83)
 BX0739_MARKER: DB = BENCH MARK DISK
 BX0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0739_STAMPING: F 98 1938
 BX0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0739+STABILITY: SURFACE MOTION
 BX0739
 BX0739  HISTORY     - Date     Condition        Report By
 BX0739  HISTORY     - 1938     MONUMENTED       CGS
 BX0739  HISTORY     - 1966     GOOD             CGS
 BX0739  HISTORY     - 1977     GOOD             NGS
 BX0739  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0739
 BX0739                          STATION DESCRIPTION
 BX0739
 BX0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0739'2.1 MI NW FROM ECHO.
 BX0739'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX0739'AT ECHO, THENCE 0.4 MILE NORTH ALONG STATE ROAD 457, OR ABOUT 2.8
 BX0739'MILES SOUTH ALONG STATE ROAD 457 FROM THE HIGH SCHOOL AND GRAMMAR
 BX0739'SCHOOL AT POLAND, IN SECTION 22, T 2 N, R 2 E, 35 FEET EAST OF THE
 BX0739'CENTER LINE OF THE ROAD, 65 FEET SOUTH OF THE SOUTH EDGE OF A SMALL
 BX0739'POND SURROUNDED BY CYPRESS TREES, 22 1/2 FEET SOUTH OF THE CENTER OF A
 BX0739'METAL GATE, 16 FEET WEST OF A 24-INCH LIVE OAK TREE WHICH IS THE MOST
 BX0739'NORTHWESTERLY ONE OF A SMALL GROVE OF TREES, 3 FEET EAST OF A FENCE,
 BX0739'3.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 BX0739'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BX0739'7 INCHES.
 BX0739
 BX0739                          STATION RECOVERY (1977)
 BX0739
 BX0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0739'RECOVERED IN GOOD CONDITION.
 BX0739
 BX0739                          STATION RECOVERY (1999)
 BX0739
 BX0739'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1592 ***********************************************************************
 CQ1592  DESIGNATION -  F 99
 CQ1592  PID         -  CQ1592
 CQ1592  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1592  USGS QUAD   -  CHESTNUT (1986)
 CQ1592
 CQ1592                         *CURRENT SURVEY CONTROL
 CQ1592  ___________________________________________________________________
 CQ1592* NAD 83(1986)-  32 04 38.     (N)    093 06 14.     (W)     SCALED    
 CQ1592* NAVD 88     -        47.24   (+/-2cm)     155.0    (feet)  VERTCON   
 CQ1592  ___________________________________________________________________
 CQ1592  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1592
 CQ1592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1592
 CQ1592.The horizontal coordinates were scaled from a topographic map and have
 CQ1592.an estimated accuracy of +/- 6 seconds.
 CQ1592
 CQ1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1592.The vertical order pertains to the NGVD 29 superseded value.
 CQ1592
 CQ1592.The geoid height was determined by GEOID03.
 CQ1592
 CQ1592;                    North         East    Units  Estimated Accuracy
 CQ1592;SPC LA N     -   175,030.      942,990.      MT  (+/- 180 meters Scaled)
 CQ1592
 CQ1592                          SUPERSEDED SURVEY CONTROL
 CQ1592
 CQ1592  NGVD 29 (??/??/??)   47.296  (m)          155.17   (f) ADJUSTED    2 0
 CQ1592
 CQ1592.Superseded values are not recommended for survey control.
 CQ1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1592.See file dsdata.txt to determine how the superseded data were derived.
 CQ1592
 CQ1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR901490(NAD 83)
 CQ1592_MARKER: DB = BENCH MARK DISK
 CQ1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1592_STAMPING: F-99 1938
 CQ1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1592+STABILITY: SURFACE MOTION
 CQ1592
 CQ1592  HISTORY     - Date     Condition        Report By
 CQ1592  HISTORY     - 1938     MONUMENTED       CGS
 CQ1592  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1592  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1592
 CQ1592                          STATION DESCRIPTION
 CQ1592
 CQ1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1592'4.80 MI SE FROM ASHLAND.
 CQ1592'4.80 MILES SOUTHEAST OF THE L AND A STATION AT ASHLAND ALONG STATE
 CQ1592'ROAD NO. 304 (CHESTNUT ROAD) ABOUT 4.7 MILES SOUTH ALONG STATE HIGHWAY
 CQ1592'304 FROM THE LOUISIANA AND ARKANSAS RAILWAY STATION AT ASHLAND,
 CQ1592'NATCHITOCHES PARISH, ABOUT 75 YARDS NORTH OF A WOODEN BRIDGE, AT THE
 CQ1592'OUTSIDE OF A CURVE, OPPOSITE A SMALL LOG AND FRAME HUT AND A FIELD
 CQ1592'SURROUNDED BY A RAIL FENCE, IN A GROUP OF SEVERAL LARGE PINE TREES,
 CQ1592'AND 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 CQ1592'STAMPED F 99 1938 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1592
 CQ1592                          STATION RECOVERY (1957)
 CQ1592
 CQ1592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1592'MARK NOT FOUND.
 CQ1592
 CQ1592                          STATION RECOVERY (1982)
 CQ1592
 CQ1592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3375 ***********************************************************************
 AU3375  DESIGNATION -  FAA L49 A
 AU3375  PID         -  AU3375
 AU3375  STATE/COUNTY-  LA/LAFOURCHE
 AU3375  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU3375
 AU3375                         *CURRENT SURVEY CONTROL
 AU3375  ___________________________________________________________________
 AU3375* NAD 83(1992)-  29 26 37.09936(N)    090 15 44.61929(W)     ADJUSTED  
 AU3375* NAVD 88     -        -0.5  **(meters)      -2.   **(feet)  GPS OBS   
 AU3375  **This station is located in a subsidence area (see below).
 AU3375  ___________________________________________________________________
 AU3375  X           -     -25,457.281 (meters)                     COMP
 AU3375  Y           -  -5,558,752.082 (meters)                     COMP
 AU3375  Z           -   3,116,803.338 (meters)                     COMP
 AU3375  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU3375  ELLIP HEIGHT-         -25.47  (meters)          (04/13/05) GPS OBS
 AU3375  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AU3375
 AU3375  HORZ ORDER  -  B
 AU3375  ELLP ORDER  -  FOURTH    CLASS II
 AU3375
 AU3375.This mark is at Galiano/south La Forche Airport (L49)
 AU3375
 AU3375.The horizontal coordinates were established by GPS observations
 AU3375.and adjusted by the PICCIOLA AND ASSOCIATES in April 2005..
 AU3375
 AU3375 ** The orthometric height has not been validated since last determined
 AU3375 ** by differential leveling and should not be used for control purposes.
 AU3375 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3375 ** area with valid NAVD 88 orthometric heights.
 AU3375 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3375 ** epoch indicated which incorporates improved geoid heights for the
 AU3375 ** Southern Louisiana Subsidence area.
 AU3375 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3375.The orthometric height was determined by GPS observations and a
 AU3375.high-resolution geoid model.
 AU3375
 AU3375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3375
 AU3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3375
 AU3375.The ellipsoidal height was determined by GPS observations
 AU3375.and is referenced to NAD 83.
 AU3375
 AU3375.The geoid height was determined by GEOID03.
 AU3375
 AU3375;                    North         East     Units Scale Factor Converg.
 AU3375;SPC LA S     -   105,084.132 1,103,898.087   MT  0.99997270   +0 32 07.7
 AU3375;SPC LA S     -   344,763.52  3,621,705.64   sFT  0.99997270   +0 32 07.7
 AU3375;UTM  15      - 3,260,258.618   765,548.665   MT  1.00047020   +1 20 47.4
 AU3375
 AU3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3375!SPC LA S     -   1.00000400  x   0.99997270  =   0.99997670
 AU3375!UTM  15      -   1.00000400  x   1.00047020  =   1.00047420
 AU3375
 AU3375:                Primary Azimuth Mark                     Grid Az
 AU3375:SPC LA S     -  FAA L49 B                                006 32 46.9
 AU3375:UTM  15      -  FAA L49 B                                005 44 07.2
 AU3375
 AU3375|---------------------------------------------------------------------|
 AU3375| PID    Reference Object                     Distance      Geod. Az  |
 AU3375|                                                           dddmmss.s |
 AU3375| AU3376 FAA L49 B                           APPROX. 0.7 KM 0070454.6 |
 AU3375| DG9879 FAA L49 C                           480.744 METERS 1601218.3 |
 AU3375|---------------------------------------------------------------------|
 AU3375
 AU3375                          SUPERSEDED SURVEY CONTROL
 AU3375
 AU3375  NAD 83(1992)-  29 26 37.09386(N)    090 15 44.61920(W) AD(       ) 3
 AU3375  NAD 83(1986)-  29 26 37.10923(N)    090 15 44.62884(W) AD(       ) 3
 AU3375  NGVD 29 (08/21/91)   -0.5    (m)           -2.     (f) GPS OBS        
 AU3375
 AU3375.Superseded values are not recommended for survey control.
 AU3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3375.See file dsdata.txt to determine how the superseded data were derived.
 AU3375
 AU3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6554960259(NAD 83)
 AU3375_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3375_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AU3375_SP_SET: FOOTING OF WINDSOCK
 AU3375_STAMPING: FAA L49 A 1991
 AU3375_MARK LOGO: NGS   
 AU3375_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3375+STABILITY: SURFACE MOTION
 AU3375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3375+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 AU3375
 AU3375  HISTORY     - Date     Condition        Report By
 AU3375  HISTORY     - 1991     MONUMENTED       NGS
 AU3375  HISTORY     - 20040615 GOOD             PICCIO
 AU3375
 AU3375                          STATION DESCRIPTION
 AU3375
 AU3375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AU3375'THE STATION IS LOCATED ABOUT 5.47 KM (3.40 MI) SOUTHEAST OF GALLIANO,
 AU3375'8.04 KM (5.00 MI) NORTHEAST OF GOLDEN MEADOW, AT THE SOUTH LAFOURCHE
 AU3375'AIRPORT, AND IN THE EAST SIDE OF THE CONCRETE BASE OF THE WIND SOCK.
 AU3375'OWNERSHIP--LAFOURCHE PARISH AIRPORT COUNCIL, P.O. BOX 5548,
 AU3375'THIBODAUX, LA 70302.  PHONE 504-446-8427, AIRPORT MANAGER IS LEONARD
 AU3375'MILLER, PHONE 504-632-4422 OR 504-632-4404 ALSO CONTACT THE SECURITY
 AU3375'GUARD ONE DAY IN ADVANCE OF SURVEY, CONTACT GILBERT DUET
 AU3375'504-632-2398.
 AU3375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 308, THE EAST
 AU3375'END OF THE SOUTH ONE OF TWO BAYOU BRIDGES OVER BAYOU LAFOURCHE AND
 AU3375'123RD STREET IN GALLIANO, GO SOUTH ON HIGHWAY 308 FOR 1.29 KM
 AU3375'(0.80 MI) TO THE JUNCTION OF A SHELL ROAD ON THE LEFT (LOCATED
 AU3375'BETWEEN 140TH AND 141ST STREETS).  TURN LEFT, EAST, ON THE SHELL ROAD
 AU3375'FOR 2.73 KM (1.70 MI) TO A GATE.  PASS THRU THE GATE AND CONTINUE ON
 AU3375'THE SHELL ROAD FOR 1.45 KM (0.90 MI) TO A GATE.  PASS THRU THE GATE
 AU3375'AND ONTO THE APRON.  CONTINUE AHEAD, EAST, ON APRON AND TAXI TO THE
 AU3375'PAINTED STOP LINE JUST BEFORE THE JUNCTION OF THE RUNWAY.  TURN LEFT
 AU3375'ONTO THE GRASS AND BEAR LEFT, WEST-NORTHWEST, TO THE WIND SOCK AND
 AU3375'THE STATION SET IN THE EAST SIDE OF ITS LARGE CONCRETE BASE.
 AU3375'THE STATION IS IN TOP OF THE EAST SIDE OF THE 3.65 M (11.98 FT) WIDE
 AU3375'CONCRETE BASE OF THE WIND SOCK PROJECTING ABOUT 6-INCHES ABOVE THE
 AU3375'GROUND LOCATED 50.9 M (167.0 FT) NORTH OF THE CENTER OF THE TAXI,
 AU3375'1.15 M (3.77 FT) EAST OF THE METAL POST OF THE WIND SOCK AND 0.3 M
 AU3375'(1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 AU3375
 AU3375                          STATION RECOVERY (2004)
 AU3375
 AU3375'RECOVERY NOTE BY PICCIOLA AND ASSOCIATES 2004
 AU3375'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3376 ***********************************************************************
 AU3376  DESIGNATION -  FAA L49 B
 AU3376  PID         -  AU3376
 AU3376  STATE/COUNTY-  LA/LAFOURCHE
 AU3376  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU3376
 AU3376                         *CURRENT SURVEY CONTROL
 AU3376  ___________________________________________________________________
 AU3376* NAD 83(1992)-  29 27 00.45844(N)    090 15 41.30360(W)     ADJUSTED  
 AU3376* NAVD 88     -        -0.3  **(meters)      -1.   **(feet)  GPS OBS   
 AU3376  **This station is located in a subsidence area (see below).
 AU3376  ___________________________________________________________________
 AU3376  X           -     -25,366.312 (meters)                     COMP
 AU3376  Y           -  -5,558,399.063 (meters)                     COMP
 AU3376  Z           -   3,117,429.725 (meters)                     COMP
 AU3376  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU3376  ELLIP HEIGHT-         -25.30  (meters)          (04/13/05) GPS OBS
 AU3376  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AU3376
 AU3376  HORZ ORDER  -  FIRST
 AU3376  ELLP ORDER  -  FOURTH    CLASS II
 AU3376
 AU3376.This mark is at Galiano/south La Forche Airport (L49)
 AU3376
 AU3376.The horizontal coordinates were established by GPS observations
 AU3376.and adjusted by the PICCIOLA AND ASSOCIATES in April 2005..
 AU3376
 AU3376 ** The orthometric height has not been validated since last determined
 AU3376 ** by differential leveling and should not be used for control purposes.
 AU3376 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3376 ** area with valid NAVD 88 orthometric heights.
 AU3376 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3376 ** epoch indicated which incorporates improved geoid heights for the
 AU3376 ** Southern Louisiana Subsidence area.
 AU3376 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3376.The orthometric height was determined by GPS observations and a
 AU3376.high-resolution geoid model.
 AU3376
 AU3376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3376
 AU3376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3376
 AU3376.The ellipsoidal height was determined by GPS observations
 AU3376.and is referenced to NAD 83.
 AU3376
 AU3376.The geoid height was determined by GEOID03.
 AU3376
 AU3376;                    North         East     Units Scale Factor Converg.
 AU3376;SPC LA S     -   105,804.137 1,103,980.711   MT  0.99997162   +0 32 09.4
 AU3376;SPC LA S     -   347,125.74  3,621,976.72   sFT  0.99997162   +0 32 09.4
 AU3376;UTM  15      - 3,260,980.080   765,621.124   MT  1.00047067   +1 20 50.0
 AU3376
 AU3376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3376!SPC LA S     -   1.00000397  x   0.99997162  =   0.99997559
 AU3376!UTM  15      -   1.00000397  x   1.00047067  =   1.00047465
 AU3376
 AU3376:                Primary Azimuth Mark                     Grid Az
 AU3376:SPC LA S     -  FAA L49 C                                175 52 36.8
 AU3376:UTM  15      -  FAA L49 C                                175 03 56.2
 AU3376
 AU3376|---------------------------------------------------------------------|
 AU3376| PID    Reference Object                     Distance      Geod. Az  |
 AU3376|                                                           dddmmss.s |
 AU3376| DG9879 FAA L49 C                           APPROX. 1.2 KM 1762446.2 |
 AU3376|---------------------------------------------------------------------|
 AU3376
 AU3376                          SUPERSEDED SURVEY CONTROL
 AU3376
 AU3376  NAD 83(1992)-  29 27 00.45357(N)    090 15 41.30392(W) AD(       ) 3
 AU3376  NAD 83(1986)-  29 27 00.46893(N)    090 15 41.31357(W) AD(       ) 3
 AU3376  NGVD 29 (08/21/91)   -0.3    (m)           -1.     (f) GPS OBS        
 AU3376
 AU3376.Superseded values are not recommended for survey control.
 AU3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3376.See file dsdata.txt to determine how the superseded data were derived.
 AU3376
 AU3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6562160980(NAD 83)
 AU3376_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3376_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AU3376_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AU3376_STAMPING: FAA L49 B 1991
 AU3376_MARK LOGO: NGS   
 AU3376_PROJECTION: FLUSH
 AU3376_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3376+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 AU3376_ROD/PIPE-DEPTH: 25.0 meters
 AU3376_SLEEVE-DEPTH  : 0.91 meters
 AU3376
 AU3376  HISTORY     - Date     Condition        Report By
 AU3376  HISTORY     - 1991     MONUMENTED       NGS
 AU3376  HISTORY     - 20030813 GOOD             INDIV
 AU3376  HISTORY     - 20040615 GOOD             PICCIO
 AU3376
 AU3376                          STATION DESCRIPTION
 AU3376
 AU3376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AU3376'THE STATION IS LOCATED ABOUT 5.47 KM (3.40 MI) SOUTHEAST OF GALLIANO,
 AU3376'8.04 KM (5.00 MI) NORTHEAST OF GOLDEN MEADOW, AT THE SOUTH LAFOURCHE
 AU3376'AIRPORT AND ON THE WEST SIDE OF THE APPROACH STROBE LIGHT LOCATED
 AU3376'NORTHWEST OF THE NORTHWEST CORNER OF RUNWAY 18. OWNERSHIP--LAFOURCHE
 AU3376'PARISH AIRPORT COUNCIL, P.O. BOX 5548, THIBODAUX, LA 70302.  PHONE
 AU3376'504-446-8427, AIRPORT MANAGER IS LEONARD MILLER, PHONE 504-632-4422
 AU3376'OR 504-632-4404 ALSO CONTACT THE SECURITY GUARD ONE DAY IN ADVANCE OF
 AU3376'SURVEY, CONTACT GILBERT DUET 504-632-2398.
 AU3376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 308, THE EAST
 AU3376'END OF THE SOUTH ONE OF TWO BAYOU BRIDGES OVER BAYOU LAFOURCHE AND
 AU3376'123RD STREET IN GALLIANO, GO SOUTH ON HIGHWAY 308 FOR 1.29 KM
 AU3376'(0.80 MI) TO THE JUNCTION OF A SHELL ROAD ON THE LEFT (LOCATED
 AU3376'BETWEEN 140TH AND 141ST STREETS).  TURN LEFT, EAST, ON THE SHELL ROAD
 AU3376'FOR 2.73 KM (1.70 MI) TO A GATE.  PASS THRU THE GATE AND CONTINUE ON
 AU3376'THE SHELL ROAD FOR 1.45 KM (0.90 MI) TO A GATE.  PASS THRU THE GATE
 AU3376'AND ONTO THE APRON.  CONTINUE AHEAD, EAST, ON THE APRON AND TAXI TO
 AU3376'THE JUNCTION OF THE RUNWAY. TURN LEFT, NORTH, ON THE RUNWAY FOR 0.80
 AU3376'KM (0.50 MI) TO THE END OF RUNWAY 18 AND THE STATION ON THE LEFT.
 AU3376'THE STATION IS LOCATED 27.2 M (89.2 FT) WEST-NORTHWEST OF THE WEST ONE
 AU3376'OF THE ROW OF THRESHOLD LIGHTS, 9.5 M (31.2 FT) NORTH-NORTHWEST OF
 AU3376'THE NORTHWEST CORNER OF THE TURN-AROUND FOR THE END OF RUNWAY 18,
 AU3376'2.25 M (7.38 FT) WEST OF THE WEST FACE OF THE CONCRETE FOUNDATION OF
 AU3376'THE APPROACH STROBE LIGHT AND 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS
 AU3376'WITNESS POST.
 AU3376
 AU3376                          STATION RECOVERY (2003)
 AU3376
 AU3376'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TRG)
 AU3376' 
 AU3376' FOR PERMISSION TO ACCESS THE AIRPORT, CONTACT JEFF HUNT(AIRPORT
 AU3376'MANAGER) 985-475-6701. THE PHONE NUMBERS ON THE ORIGINAL DATA SHEETS
 AU3376' 
 AU3376'ARE OUT OF DATE.
 AU3376' 
 AU3376
 AU3376                          STATION RECOVERY (2004)
 AU3376
 AU3376'RECOVERY NOTE BY PICCIOLA AND ASSOCIATES 2004
 AU3376'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9879 ***********************************************************************
 DG9879  DESIGNATION -  FAA L49 C
 DG9879  PID         -  DG9879
 DG9879  STATE/COUNTY-  LA/LAFOURCHE
 DG9879  USGS QUAD   -  GOLDEN MEADOW (1994)
 DG9879
 DG9879                         *CURRENT SURVEY CONTROL
 DG9879  ___________________________________________________________________
 DG9879* NAD 83(1992)-  29 26 22.40815(N)    090 15 38.57848(W)     ADJUSTED  
 DG9879* NAVD 88     -        -1.1  **(meters)      -4.   **(feet)  GPS OBS   
 DG9879  **This station is located in a subsidence area (see below).
 DG9879  ___________________________________________________________________
 DG9879  X           -     -25,295.493 (meters)                     COMP
 DG9879  Y           -  -5,558,974.675 (meters)                     COMP
 DG9879  Z           -   3,116,409.142 (meters)                     COMP
 DG9879  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DG9879  ELLIP HEIGHT-         -26.03  (meters)          (04/13/05) GPS OBS
 DG9879  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 DG9879
 DG9879  HORZ ORDER  -  FIRST
 DG9879  ELLP ORDER  -  FOURTH    CLASS II
 DG9879
 DG9879.The horizontal coordinates were established by GPS observations
 DG9879.and adjusted by the PICCIOLA AND ASSOCIATES in April 2005..
 DG9879
 DG9879 ** The orthometric height has not been validated since last determined
 DG9879 ** by differential leveling and should not be used for control purposes.
 DG9879 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DG9879 ** area with valid NAVD 88 orthometric heights.
 DG9879 ** The geoid height was determined by a new realization of GEOID03 for the
 DG9879 ** epoch indicated which incorporates improved geoid heights for the
 DG9879 ** Southern Louisiana Subsidence area.
 DG9879 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DG9879.The orthometric height was determined by GPS observations and a
 DG9879.high-resolution geoid model.
 DG9879
 DG9879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9879
 DG9879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9879
 DG9879.The ellipsoidal height was determined by GPS observations
 DG9879.and is referenced to NAD 83.
 DG9879
 DG9879.The geoid height was determined by GEOID03.
 DG9879
 DG9879;                    North         East     Units Scale Factor Converg.
 DG9879;SPC LA S     -   104,633.348 1,104,065.109   MT  0.99997339   +0 32 10.8
 DG9879;SPC LA S     -   343,284.58  3,622,253.61   sFT  0.99997339   +0 32 10.8
 DG9879;UTM  15      - 3,259,810.020   765,722.137   MT  1.00047133   +1 20 49.8
 DG9879
 DG9879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9879!SPC LA S     -   1.00000409  x   0.99997339  =   0.99997748
 DG9879!UTM  15      -   1.00000409  x   1.00047133  =   1.00047542
 DG9879
 DG9879:                Primary Azimuth Mark                     Grid Az
 DG9879:SPC LA S     -  FAA L49 A                                339 40 10.4
 DG9879:UTM  15      -  FAA L49 A                                338 51 31.4
 DG9879
 DG9879|---------------------------------------------------------------------|
 DG9879| PID    Reference Object                     Distance      Geod. Az  |
 DG9879|                                                           dddmmss.s |
 DG9879| AU3375 FAA L49 A                           480.744 METERS 3401221.2 |
 DG9879| AU3376 FAA L49 B                           APPROX. 1.2 KM 3562447.5 |
 DG9879|---------------------------------------------------------------------|
 DG9879
 DG9879                          SUPERSEDED SURVEY CONTROL
 DG9879
 DG9879.No superseded survey control is available for this station.
 DG9879
 DG9879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6572259810(NAD 83)
 DG9879_MARKER: I = METAL ROD
 DG9879_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9879_STAMPING: FAA 149C 2003
 DG9879_MARK LOGO: PICCIO
 DG9879_PROJECTION: RECESSED 2 CENTIMETERS
 DG9879_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9879+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DG9879_ROD/PIPE-DEPTH: 9.8  meters
 DG9879_SLEEVE-DEPTH  : 1 meters
 DG9879
 DG9879  HISTORY     - Date     Condition        Report By
 DG9879  HISTORY     - 20031204 MONUMENTED       PICCIO
 DG9879
 DG9879                          STATION DESCRIPTION
 DG9879
 DG9879'DESCRIBED BY PICCIOLA AND ASSOCIATES 2003 (FR)
 DG9879'THE STATION IS LOCATED APPROXIMATELY 6.37 KM (3.96 MI) SOUTHEAST OF
 DG9879'GALLIANO, 6.6 KM (4.8 MI) NORTH OF GOLDEN MEADOW, AND IS AT THE SOUTH
 DG9879'LAFOURCHE LEONARD MILLER, JR. AIRPORT, NEAR THE SOUTHERN END OF THE
 DG9879'EXISTING RUNWAY.  SPONSER GREATER LAFOURCHE PORT  COMMISSION, P.O.
 DG9879'DRAWER 490, 16819 EAST MAIN, GALLIANO, LA 70354, AIRPORT MANAGER, JEFF
 DG9879'HUNTER,  CELL (985) 696-1777 OR PHONE (985) 475-6701.  NOTE-SECOND
 DG9879'CONTACT, DAVEY BREAUX, CELL (985) 691-7029 OR PHONE (985) 632-6701.
 DG9879' 
 DG9879'TO REACH THE STATION FROM THE INTERSECTION OF LOUISIANA STATE HIGHWAY
 DG9879'NUMBER 308 AND  AIRPORT ROAD, PROCEED NORTHEASTERLY, NORTHERLY AND
 DG9879'EASTERLY 3 MI (4.8 KM) ALONG AIRPORT ROAD TO AN ACCESS GATE.  PASS
 DG9879'THROUGH THE ACCESS GATE AND CONTINUE EAST ON THE APRON AND TAXIWAY TO
 DG9879'THE EASTERN EDGE OF THE EXISTING RUNWAY.  TURN RIGHT AND  PROCEED
 DG9879'SOUTH ALONG THE EASTERN EDGE OF THE RUNWAY TO THE END OF THE RUNWAY.
 DG9879' 
 DG9879'THE STATION IS SOUTHEAST OF THE END OF THE EXISTNG RUNWAY.
 DG9879' 
 DG9879'THE STATION IS A STAINLESS STEEL ROD WITH A PUNCHMARK DRIVEN TO A
 DG9879'REFUSAL DEPTH OF 9.8 M  (32 FT) ENCASED IN A 1 M (3.3 FT) LONG FINNED
 DG9879'SECURITY SLEEVE FILLED WITH NON-TOXIC GREASE AND RECESSED 2.5 CM (1
 DG9879'IN) BENEATH AN ACCESS COVER STAMPED FAA 149C 2003 THAT IS FLUSH  WITH
 DG9879'THE EXISTING GRADE.  THE STATION IS 33.3 M (109.4 FT) ON AN AZIMUTH OF
 DG9879'95 DEGREES 41 MINUTES 37 SECONDS FROM THE SOUTHEASTERN CORNER OF THE
 DG9879'EXISTING RUNWAY, 30.8 M (101.2 FT) ON AN AZIMUTH OF 92 DEGREES 32
 DG9879'MINUTES 52 SECONDS FROM THE SOUTH EASTERN MOST RUNWAY LIGHT, 2.7 M (9
 DG9879'FT) ON AN AZIMUTH OF 270 DEGREES FROM THE APPROXIMATE HIGH BANK OF AN
 DG9879'EXISTING DRAINAGE DITCH.  THIS STATION IS DESIGNATED AS A SECONDARY
 DG9879'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3184 ***********************************************************************
 BX3184  FBN         -  This is a Federal Base Network Control Station.
 BX3184  DESIGNATION -  FAA LA24 A
 BX3184  PID         -  BX3184
 BX3184  STATE/COUNTY-  LA/VERNON
 BX3184  USGS QUAD   -  LEESVILLE (1994)
 BX3184
 BX3184                         *CURRENT SURVEY CONTROL
 BX3184  ___________________________________________________________________
 BX3184* NAD 83(1992)-  31 10 03.23751(N)    093 20 31.92344(W)     ADJUSTED  
 BX3184* NAVD 88     -        83.450  (meters)     273.79   (feet)  ADJUSTED  
 BX3184  ___________________________________________________________________
 BX3184  X           -    -318,457.086 (meters)                     COMP
 BX3184  Y           -  -5,453,157.124 (meters)                     COMP
 BX3184  Z           -   3,281,833.475 (meters)                     COMP
 BX3184  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 BX3184  ELLIP HEIGHT-          56.72  (meters)          (05/01/00) GPS OBS
 BX3184  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX3184  DYNAMIC HT  -          83.346 (meters)     273.44  (feet)  COMP
 BX3184  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 BX3184
 BX3184  HORZ ORDER  -  B
 BX3184  VERT ORDER  -  SECOND    CLASS I
 BX3184  ELLP ORDER  -  THIRD     CLASS I
 BX3184
 BX3184.This mark is at Leesville Airport (LA24)
 BX3184
 BX3184.The horizontal coordinates were established by GPS observations
 BX3184.and adjusted by the National Geodetic Survey in September 1992..
 BX3184
 BX3184.The orthometric height was determined by differential leveling
 BX3184.and adjusted by the National Geodetic Survey in September 1998..
 BX3184.WARNING-GPS observations at this control monument resulted in a GPS
 BX3184.derived orthometric height which differed from the leveled height by
 BX3184.more than one decimeter (0.1 meter).
 BX3184
 BX3184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3184
 BX3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3184
 BX3184.The ellipsoidal height was determined by GPS observations
 BX3184.and is referenced to NAD 83.
 BX3184
 BX3184.The geoid height was determined by GEOID03.
 BX3184
 BX3184.The dynamic height is computed by dividing the NAVD 88
 BX3184.geopotential number by the normal gravity value computed on the
 BX3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3184.degrees latitude (g = 980.6199 gals.).
 BX3184
 BX3184.The modeled gravity was interpolated from observed gravity values.
 BX3184
 BX3184;                    North         East     Units Scale Factor Converg.
 BX3184;SPC LA N     -    74,330.007   919,708.034   MT  0.99999980   -0 26 43.0
 BX3184;SPC LA N     -   243,864.36  3,017,408.77   sFT  0.99999980   -0 26 43.0
 BX3184;UTM  15      - 3,448,223.096   467,388.596   MT  0.99961312   -0 10 37.6
 BX3184
 BX3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3184!SPC LA N     -   0.99999109  x   0.99999980  =   0.99999089
 BX3184!UTM  15      -   0.99999109  x   0.99961312  =   0.99960422
 BX3184
 BX3184:                Primary Azimuth Mark                     Grid Az
 BX3184:SPC LA N     -  FAA LA24 B                               180 30 15.5
 BX3184:UTM  15      -  FAA LA24 B                               180 14 10.1
 BX3184
 BX3184|---------------------------------------------------------------------|
 BX3184| PID    Reference Object                     Distance      Geod. Az  |
 BX3184|                                                           dddmmss.s |
 BX3184| BX3185 FAA LA24 B                          APPROX. 0.5 KM 1800332.5 |
 BX3184|---------------------------------------------------------------------|
 BX3184
 BX3184                          SUPERSEDED SURVEY CONTROL
 BX3184
 BX3184  ELLIP H (05/09/94)   56.80   (m)                       GP(       ) 4 2
 BX3184  ELLIP H (09/10/92)   56.80   (m)                       GP(       ) 4 1
 BX3184  NAD 83(1986)-  31 10 03.25536(N)    093 20 31.91220(W) AD(       ) 3
 BX3184  NAVD 88 (03/10/99)   83.45   (m)          273.8    (f) LEVELING    3  
 BX3184  NGVD 29 (08/21/91)   83.5    (m)          274.     (f) GPS OBS        
 BX3184
 BX3184.Superseded values are not recommended for survey control.
 BX3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3184.See file dsdata.txt to determine how the superseded data were derived.
 BX3184
 BX3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6738948223(NAD 83)
 BX3184_MARKER: F = FLANGE-ENCASED ROD
 BX3184_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX3184_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BX3184_STAMPING: FAA LA24 A 1991
 BX3184_MARK LOGO: NGS   
 BX3184_PROJECTION: FLUSH
 BX3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3184+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1998
 BX3184_ROD/PIPE-DEPTH: 18.9 meters
 BX3184_SLEEVE-DEPTH  : 0.91 meters
 BX3184
 BX3184  HISTORY     - Date     Condition        Report By
 BX3184  HISTORY     - 1991     MONUMENTED       NGS
 BX3184  HISTORY     - 19911029 GOOD             LADTD
 BX3184  HISTORY     - 19920323 GOOD
 BX3184  HISTORY     - 19930418 GOOD             LADTD
 BX3184  HISTORY     - 19940611 GOOD             USPSQD
 BX3184  HISTORY     - 19950823 GOOD             LADTD
 BX3184  HISTORY     - 19980223 GOOD             NGS
 BX3184  HISTORY     - 19980223 GOOD             NGS
 BX3184  HISTORY     - 20010331 GOOD             NGS
 BX3184
 BX3184                          STATION DESCRIPTION
 BX3184
 BX3184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BX3184'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) WEST OF LEESVILLE, AT THE
 BX3184'LEESVILLE MUNICIPAL AIRPORT, ON THE EAST SIDE OF AND DIRECTLY ACROSS
 BX3184'THE RUNWAY FROM THE JUNCTION OF THE TAXI.  OWNERSHIP--CITY OF
 BX3184'LEESVILLE, P.O. BOX 350, LEESVILLE, LA 71466.  PHONE 318-239-2444,
 BX3184'THE AIRPORT MANAGER IS BILL BILLINGS, PHONE 318-239-2439, OR CALL THE
 BX3184'SECURITY GUARD, JUNIOR HEXT, WHO LIVES AT THE AIRPORT, PHONE
 BX3184'318-239-4814.
 BX3184'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH BOUND LANE OF U.S.
 BX3184'HIGHWAY 171 (NORTH SIXTH STREET) AND STATE HIGHWAY 8 (NOLAN TRACE) IN
 BX3184'LEESVILLE, GO WEST ON STATE HIGHWAY 8 FOR 7.9 KM (4.9 MI) TO THE
 BX3184'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE
 BX3184'ENTRANCE ROAD FOR 1.05 KM (0.65 MI) TO A GATE.  PASS THRU THE GATE
 BX3184'AND ONTO THE APRON. TURN RIGHT, EAST, ACROSS THE APRON TO THE TAXI.
 BX3184'CONTINUE AHEAD ON THE TAXI TO THE JUNCTION OF THE RUNWAY.  CONTINUE
 BX3184'EAST ACROSS THE RUNWAY ONTO THE GRASS AND TO THE STATION BETWEEN THE
 BX3184'EAST EDGE OF THE RUNWAY AND THE WEST EDGE OF THE UNCUT FIELD.
 BX3184'THE STATION IS LOCATED 24.9 M (81.7 FT) EAST OF THE CENTER OF THE
 BX3184'RUNWAY, 13.3 M (43.6 FT) SOUTHEAST OF A RUNWAY LIGHT AND 0.3 M
 BX3184'(1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 BX3184
 BX3184                          STATION RECOVERY (1991)
 BX3184
 BX3184'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BX3184'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) NORTH OF DERIDDER, 12.0
 BX3184'MI (19.3 KM) SOUTH OF HORNBECK, 5.0 MI (8.0 KM) WEST OF LEESVILLE, AT
 BX3184'THE LEESVILLE MUNINIPAL AIRPORT.  OWNERSHIP--CITY OF LEESVILLE, P.O.
 BX3184'BOX 350, LEESVILLE. LA. 71466, PHONE 318-239-2444, FOR ENTRANCE INTO
 BX3184'THE AIRPORT CONTACT THE AIRPORT MANAGER, MR. BILL BILLINGS, PHONE
 BX3184'318-239-2439 OR THE SECURITY GUARD, MR. JUNIOR HEXT, WHO LIVES AT THE
 BX3184'AIRPORT, PHONE 318-239-4814.
 BX3184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3184'HIGHWAY 8 IN LEESVILLE, GO WEST FOR 4.9 MI (7.9 KM) ON HIGHWAY 8 TO
 BX3184'THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH FOR
 BX3184'0.65 MI (1.05 KM) ON THE AIRPORT ROAD TO A GATE, PASS THROUGH THE
 BX3184'GATE ONTO THE APRON AND TURN RIGHT AND GO EAST ACROSS THE APRON TO
 BX3184'THE TAXIWAY, CONTINUE STRAIGHT AHEAD ONTO AND ACROSS THE RUNWAY TO AN
 BX3184'GRASSY AREA AND THE STATION AT THE EAST EDGE OF THE RUNWAY.
 BX3184'THE STATION IS 81.5 FT (24.8 M) EAST FROM THE CENTER OF THE RUNWAY,
 BX3184'43.5 FT (13.3 M) SOUTHEAST FROM A CLEAR RUNWAY LIGHT, 1.0 FT (0.3 M)
 BX3184'WEST FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND
 BX3184'ABOUT LEVEL WITH THE RUNWAY.
 BX3184
 BX3184                          STATION RECOVERY (1992)
 BX3184
 BX3184'RECOVERED 1992
 BX3184'RECOVERED IN GOOD CONDITION.
 BX3184
 BX3184                          STATION RECOVERY (1993)
 BX3184
 BX3184'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 BX3184'RECOVERED IN GOOD CONDITION.
 BX3184
 BX3184                          STATION RECOVERY (1994)
 BX3184
 BX3184'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX3184'RECOVERED IN GOOD CONDITION.
 BX3184
 BX3184                          STATION RECOVERY (1995)
 BX3184
 BX3184'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 BX3184'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF LEESVILLE, 12.0
 BX3184'MI (19.3 KM) SOUTH OF HORNBECK AND 20.0 MI (32.2 KM) NORTH OF
 BX3184'DERIDDER, AT THE LEESVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 BX3184'LEESVILLE, P.O.  BOX 350, LEESVILLE, LA 71466, PHONE 318-239-2444. FOR
 BX3184'ENTRANCE INTO THE AIRPORT, CONTACT THE AIRPORT MANAGER, MR.  BILL
 BX3184'BILLINGS, PHONE 318-239-2439 OR THE SECURITY GUARD, MR.  JR.  HEXT WHO
 BX3184'LIVES AT THE AIRPORT, PHONE 318-239-4814.  TO REACH THE STATION FROM
 BX3184'THE WEST JUNCTION OF STATE HIGHWAY 8 AND U.S.  HIGHWAY 171 IN
 BX3184'LEESVILLE, GO WEST FOR 5.0 MI (8.0 KM) ON HIGHWAY 8 TO THE JUNCTION
 BX3184'WITH A PAVED ROAD LEADING NORTH, TURN RIGHT AND GO NORTH FOR 0.5 MI
 BX3184'(0.8 KM) ON THE PAVED ROAD TO THE JUNCTION WITH THE ENTRANCE INTO THE
 BX3184'AIRPORT, TURN RIGHT AND GO EAST AND THEN NORTH FOR 0.1 MI (0.2 KM) ON
 BX3184'THE ENTRANCE ROAD TO A PAVED AIRPLANE PARKING AREA, TURN RIGHT AND GO
 BX3184'EAST FOR 0.1 MI (0.2 KM) ACROSS THE PARKING AREA AND ONTO THE RUNWAY
 BX3184'APPROACH TO THE JUNCTION WITH THE RUNWAY AND THE STATION SET ON THE
 BX3184'EAST SIDE OF THE RUNWAY.  THE STATION IS 81.5 FT (24.8 M) EAST FROM
 BX3184'THE CENTER OF THE RUNWAY, 43.5 FT (13.3 M) SOUTHEAST FROM A CLEAR DOME
 BX3184'RUNWAY LIGHT, 1.0 FT (0.3 M) WEST FROM A FIBERGLASS WITNESS POST AND
 BX3184'ABOUT LEVEL WITH THE RUNWAY.
 BX3184
 BX3184                          STATION RECOVERY (1998)
 BX3184
 BX3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BX3184'RECOVERED AS DESCRIBED.  NOTE--PREVIOUS DATA BASE DESCRIPTION
 BX3184'INCORRECTLY DEFINED MARKER TYPE AS A HORIZONTAL CONTROL DISK.
 BX3184
 BX3184                          STATION RECOVERY (1998)
 BX3184
 BX3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BX3184'RECOVERED AS DESCRIBED.
 BX3184
 BX3184                          STATION RECOVERY (2001)
 BX3184
 BX3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3185 ***********************************************************************
 BX3185  DESIGNATION -  FAA LA24 B
 BX3185  PID         -  BX3185
 BX3185  STATE/COUNTY-  LA/VERNON
 BX3185  USGS QUAD   -  LEESVILLE (1994)
 BX3185
 BX3185                         *CURRENT SURVEY CONTROL
 BX3185  ___________________________________________________________________
 BX3185* NAD 83(1992)-  31 09 46.37224(N)    093 20 31.94365(W)     ADJUSTED  
 BX3185* NAVD 88     -        80.403  (meters)     263.79   (feet)  ADJUSTED  
 BX3185  ___________________________________________________________________
 BX3185  X           -    -318,473.143 (meters)                     COMP
 BX3185  Y           -  -5,453,422.902 (meters)                     COMP
 BX3185  Z           -   3,281,387.483 (meters)                     COMP
 BX3185  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 BX3185  ELLIP HEIGHT-          53.75  (meters)          (01/21/93) GPS OBS
 BX3185  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX3185  DYNAMIC HT  -          80.302 (meters)     263.46  (feet)  COMP
 BX3185  MODELED GRAV-     979,390.2   (mgal)                       NAVD 88
 BX3185
 BX3185  HORZ ORDER  -  THIRD
 BX3185  VERT ORDER  -  SECOND    CLASS I
 BX3185  ELLP ORDER  -  FOURTH    CLASS II
 BX3185
 BX3185.This mark is at Leesville Airport (LA24)
 BX3185
 BX3185.The horizontal coordinates were established by GPS observations
 BX3185.and adjusted by the National Geodetic Survey in January 1993..
 BX3185
 BX3185.The orthometric height was determined by differential leveling
 BX3185.and adjusted by the National Geodetic Survey in September 1998..
 BX3185
 BX3185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3185
 BX3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3185
 BX3185.The ellipsoidal height was determined by GPS observations
 BX3185.and is referenced to NAD 83.
 BX3185
 BX3185.The geoid height was determined by GEOID03.
 BX3185
 BX3185.The dynamic height is computed by dividing the NAVD 88
 BX3185.geopotential number by the normal gravity value computed on the
 BX3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3185.degrees latitude (g = 980.6199 gals.).
 BX3185
 BX3185.The modeled gravity was interpolated from observed gravity values.
 BX3185
 BX3185;                    North         East     Units Scale Factor Converg.
 BX3185;SPC LA N     -    73,810.612   919,703.463   MT  1.00000086   -0 26 43.0
 BX3185;SPC LA N     -   242,160.32  3,017,393.78   sFT  1.00000086   -0 26 43.0
 BX3185;UTM  15      - 3,447,703.887   467,386.456   MT  0.99961312   -0 10 37.5
 BX3185
 BX3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3185!SPC LA N     -   0.99999156  x   1.00000086  =   0.99999242
 BX3185!UTM  15      -   0.99999156  x   0.99961312  =   0.99960468
 BX3185
 BX3185:                Primary Azimuth Mark                     Grid Az
 BX3185:SPC LA N     -  FAA LA24 A                               000 30 15.5
 BX3185:UTM  15      -  FAA LA24 A                               000 14 10.0
 BX3185
 BX3185|---------------------------------------------------------------------|
 BX3185| PID    Reference Object                     Distance      Geod. Az  |
 BX3185|                                                           dddmmss.s |
 BX3185| BX3184 FAA LA24 A                          APPROX. 0.5 KM 0000332.5 |
 BX3185|---------------------------------------------------------------------|
 BX3185
 BX3185                          SUPERSEDED SURVEY CONTROL
 BX3185
 BX3185  NAD 83(1986)-  31 09 46.39025(N)    093 20 31.93240(W) AD(       ) 3
 BX3185  NGVD 29 (08/21/91)   80.5    (m)          264.     (f) GPS OBS        
 BX3185
 BX3185.Superseded values are not recommended for survey control.
 BX3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3185.See file dsdata.txt to determine how the superseded data were derived.
 BX3185
 BX3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6738647704(NAD 83)
 BX3185_MARKER: I = METAL ROD
 BX3185_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX3185_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BX3185_STAMPING: FAA LA24 B 1991
 BX3185_MARK LOGO: NGS   
 BX3185_PROJECTION: FLUSH
 BX3185_MAGNETIC: I = MARKER IS A STEEL ROD
 BX3185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3185+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 BX3185_ROD/PIPE-DEPTH: 18.2 meters
 BX3185_SLEEVE-DEPTH  : 0.91 meters
 BX3185
 BX3185  HISTORY     - Date     Condition        Report By
 BX3185  HISTORY     - 1991     MONUMENTED       NGS
 BX3185  HISTORY     - 19940611 GOOD             USPSQD
 BX3185  HISTORY     - 19950823 GOOD             LADTD
 BX3185  HISTORY     - 20010331 GOOD             NGS
 BX3185
 BX3185                          STATION DESCRIPTION
 BX3185
 BX3185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BX3185'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) WEST OF LEESVILLE, AT THE
 BX3185'LEESVILLE MUNICIPAL AIRPORT AND SOUTHEAST OF THE SOUTHEAST CORNER OF
 BX3185'THE END OF RUNWAY 35.  OWNERSHIP--CITY OF LEESVILLE, P.O. BOX 350,
 BX3185'LEESVILLE, LA 71466.  PHONE 318-239-2444, THE AIRPORT MANAGER IS BILL
 BX3185'BILLINGS, PHONE 318-239-2439, OR CALL THE SECURITY GUARD, JUNIOR
 BX3185'HEXT, WHO LIVES AT THE AIRPORT, PHONE 318-239-4814.
 BX3185'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH BOUND LANE OF U.S.
 BX3185'HIGHWAY 171 (NORTH SIXTH STREET) AND STATE HIGHWAY 8 (NOLAN TRACE) IN
 BX3185'LEESVILLE, GO WEST ON STATE HIGHWAY 8 FOR 7.9 KM (4.9 MI) TO THE
 BX3185'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE
 BX3185'ENTRANCE ROAD FOR 1.05 KM (0.65 MI) TO A GATE.  PASS THRU THE GATE
 BX3185'AND ONTO THE APRON.  TURN RIGHT, EAST, ACROSS THE APRON TO THE TAXI.
 BX3185'CONTINUE AHEAD ON THE TAXI TO THE JUNCTION OF THE RUNWAY.  TURN
 BX3185'RIGHT, SOUTH, ONTO THE RUNWAY FOR 0.56 KM (0.35 MI) TO THE STATION ON
 BX3185'THE LEFT JUST PAST THE END OF RUNWAY 35.
 BX3185'THE STATION IS LOCATED 25.1 M (82.3 FT) EAST OF THE EXTENDED CENTER OF
 BX3185'THE RUNWAY, 11.7 M (38.4 FT) SOUTHEAST OF THE EAST ONE OF THE ROW OF
 BX3185'THRESHOLD LIGHTS AND 0.35 M (1.15 FT) WEST OF A FIBERGLASS WITNESS
 BX3185'POST.
 BX3185
 BX3185                          STATION RECOVERY (1994)
 BX3185
 BX3185'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX3185'RECOVERED IN GOOD CONDITION.
 BX3185
 BX3185                          STATION RECOVERY (1995)
 BX3185
 BX3185'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 BX3185'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF LEESVILLE, 12.0
 BX3185'MI (19.3 KM) SOUTH OF HORNBECK AND 20.0 MI (32.2 KM) NORTH OF
 BX3185'DERIDDER, AT THE LEESVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 BX3185'LEESVILLE, P.O.  BOX 350, LEESVILLE, LA 71466, PHONE 318-239-2444. FOR
 BX3185'ENTRANCE INTO THE AIRPORT, CONTACT THE AIRPORT MANAGER, MR.  BILL
 BX3185'BILLINGS, PHONE 318-239-2439 OR THE SECURITY GUARD, MR.  JR.  HEXT WHO
 BX3185'LIVES AT THE AIRPORT, PHONE 318-239-4814.  TO REACH THE STATION FROM
 BX3185'THE WEST JUNCTION OF STATE HIGHWAY 8 AND U.S.  HIGHWAY 171 IN
 BX3185'LEESVILLE, GO WEST FOR 5.0 MI (8.0 KM) ON HIGHWAY 8 TO THE JUNCTION
 BX3185'WITH A PAVED ROAD LEADING NORTH, TURN RIGHT AND GO NORTH FOR 0.5 MI
 BX3185'(0.8 KM) ON THE PAVED ROAD TO THE JUNCTION WITH THE ENTRANCE INTO THE
 BX3185'AIRPORT, TURN RIGHT AND GO EAST AND THEN NORTH FOR 0.1 MI (0.2 KM) ON
 BX3185'THE ENTRANCE ROAD TO A PAVED AIRPLANE PARKING AREA, TURN RIGHT AND GO
 BX3185'EAST FOR 0.1 MI (0.2 KM) ACROSS THE PARKING AREA AND ONTO THE RUNWAY
 BX3185'APPROACH TO THE JUNCTION WITH THE RUNWAY, TURN RIGHT AND GO SOUTH FOR
 BX3185'0.3 MI (0.5 KM) ON THE RUNWAY TO THE STATON SET ON THE LEFT AT THE END
 BX3185'OF RUNWAY 35.  THE STATION IS 82.5 FT (25.1 M) EAST FROM THE EXTENDED
 BX3185'CENTER OF THE RUNWAY, 34.5 FT (10.5 M) EAST-SOUTHEAST FROM THE EAST
 BX3185'ONE OF A ROW OF THRESHHOLD LIGHTS, 1.0 FT (0.3 M) WEST FROM A
 BX3185'FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH THE RUNWAY.
 BX3185
 BX3185                          STATION RECOVERY (2001)
 BX3185
 BX3185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3164 ***********************************************************************
 AU3164  DESIGNATION -  FAIR
 AU3164  PID         -  AU3164
 AU3164  STATE/COUNTY-  LA/TERREBONNE
 AU3164  USGS QUAD   -  HOUMA (1980)
 AU3164
 AU3164                         *CURRENT SURVEY CONTROL
 AU3164  ___________________________________________________________________
 AU3164* NAD 83(1992)-  29 36 49.72054(N)    090 41 50.17829(W)     ADJUSTED  
 AU3164* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3164  **This station is located in a subsidence area (see below).
 AU3164  ___________________________________________________________________
 AU3164  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3164  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AU3164
 AU3164  HORZ ORDER  -  SECOND
 AU3164
 AU3164.The horizontal coordinates were established by classical geodetic methods
 AU3164.and adjusted by the National Geodetic Survey in January 1993..
 AU3164
 AU3164 ** The orthometric height has not been validated since last determined
 AU3164 ** by differential leveling and should not be used for control purposes.
 AU3164 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3164 ** area with valid NAVD 88 orthometric heights.
 AU3164 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3164 ** epoch indicated which incorporates improved geoid heights for the
 AU3164 ** Southern Louisiana Subsidence area.
 AU3164 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3164.The orthometric height was scaled from a topographic map.
 AU3164
 AU3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3164
 AU3164.The geoid height was determined by GEOID03.
 AU3164
 AU3164;                    North         East     Units Scale Factor Converg.
 AU3164;SPC LA S     -   123,631.532 1,061,603.951   MT  0.99994841   +0 19 04.9
 AU3164;SPC LA S     -   405,614.45  3,482,945.63   sFT  0.99994841   +0 19 04.9
 AU3164;UTM  15      - 3,278,208.704   722,978.623   MT  1.00021351   +1 08 18.1
 AU3164
 AU3164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3164!SPC LA S     -   1.00000368  x   0.99994841  =   0.99995209
 AU3164!UTM  15      -   1.00000368  x   1.00021351  =   1.00021719
 AU3164
 AU3164|---------------------------------------------------------------------|
 AU3164| PID    Reference Object                     Distance      Geod. Az  |
 AU3164|                                                           dddmmss.s |
 AU3164| DD6645 FAIR RM 1                            22.560 METERS 03628     |
 AU3164| AU3159 HOUMA DUPONT WHOLESALE CO TANK      APPROX. 3.4 KM 2373251.7 |
 AU3164| AU3170 HOUMA TERREBONE LUMBER CO TANK      APPROX. 3.7 KM 2400645.7 |
 AU3164| DD6646 FAIR RM 2                            18.913 METERS 30614     |
 AU3164|---------------------------------------------------------------------|
 AU3164
 AU3164                          SUPERSEDED SURVEY CONTROL
 AU3164
 AU3164  NAD 83(1986)-  29 36 49.74119(N)    090 41 50.18250(W) AD(       ) 2
 AU3164  NAD 27      -  29 36 48.97300(N)    090 41 49.85945(W) AD(       ) 2
 AU3164
 AU3164.Superseded values are not recommended for survey control.
 AU3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3164.See file dsdata.txt to determine how the superseded data were derived.
 AU3164
 AU3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2297978209(NAD 83)
 AU3164_MARKER: DS = TRIANGULATION STATION DISK
 AU3164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3164
 AU3164  HISTORY     - Date     Condition        Report By
 AU3164  HISTORY     - 1934     MONUMENTED       CGS
 AU3164  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU3164  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AU3164
 AU3164                          STATION DESCRIPTION
 AU3164
 AU3164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3164'ABOUT 2.5 MILES NE OF HOUMA, AT THE S END OF THE LONG BEND
 AU3164'IN THE INTRACOASTAL CANAL, ON THE E BANK OF THE CANAL, 36 FEET
 AU3164'FROM THE WATERS EDGE, AND ON FIRM, SANDY GROUND.
 AU3164'
 AU3164'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE.
 AU3164'
 AU3164'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3164'IS 22.56 METERS (74.0 FEET) FROM THE STATION N 36 DEG 28 MIN E.
 AU3164'
 AU3164'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3164'IS 18.913 METERS (62.05 FEET) FROM THE STATION N 53 DEG 46 MIN W.
 AU3164'STATION N 53 DEG 46 MIN W.
 AU3164'
 AU3164'THE FINIAL ON THE WATER TANK OF THE DUPONT WHOLESALE COMPANY
 AU3164'CAN BE USED AS AN AZIMUTH MARK, BEING VISIBLE FROM THE GROUND,
 AU3164'AND S 57 DEG 33 MIN W FROM THE STATION.
 AU3164
 AU3164                          STATION RECOVERY (1947)
 AU3164
 AU3164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU3164'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE OF THE
 AU3164'VICINITY BUT DUE TO THE EXTREMELY THICK GRASS IN THE AREA
 AU3164'IT CANNOT BE DEFINITELY STATED THAT IT IS LOST.
 AU3164
 AU3164                          STATION RECOVERY (1950)
 AU3164
 AU3164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AU3164'STATION AND R.M. NO 2 HAVE BEEN DESTROYED.  MONUMENTS LAYING
 AU3164'ON GROUND NEAR TRUE POSITION.  R.M. NO 1 RECOVERED IN GOOD
 AU3164'CONDITION, AND A DESCRIPTION FOLLOWS--
 AU3164'
 AU3164'REFERENCE MARK NO 1, FAIR 1934 IS LOCATED IN TERREBONNE PARISH
 AU3164'APPROXMATELY 2.5 MILES NE OF HOUMA ON THE N BANK OF THE
 AU3164'INTRACOASTAL CANAL.
 AU3164'
 AU3164'TO REACH FROM HOUMA GO NE ALONG U.S. HIGHWAY NO 90 APPROXIMATELY
 AU3164'2.4 MILES TO BAYOU LITTLE COTEAU, THENCE E (RIGHT) 1.2 MILES
 AU3164'ALONG GRADED ROAD TO OIL PUMP AND TANK FARM, THENCE S (RIGHT)
 AU3164'BETWEEN 2ND AND 3RD TANK, ALONG GRADED ROAD TO CANAL.  THEN WALK
 AU3164'NNW 900 FT. ALONG THE N BANK OF CANAL TO A FENCE.  THEN N ALONG
 AU3164'FENCE 45.0 FT TO R.M.  11.4 FT E OF FENCE LINE AND 16.0 FT E
 AU3164'OF LEANING WILLOW TREE.  76.0 FT NNE OF WATERS EDGE ALONG
 AU3164'FENCE.
 AU3164'
 AU3164'MARK IS A STANDARD DISK STAMPED FAIR NO. 1, 1934 SET IN TOP OF
 AU3164'A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 AU3164'GROUND.
 AU3164'
 AU3164'STATION MARK AND R.M. 2 APPARENTLY USED AS MOORING POST FOR
 AU3164'OIL BARGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3140 ***********************************************************************
 CP3140  DESIGNATION -  FAIRBANKS LOOKOUT TOWER LFC
 CP3140  PID         -  CP3140
 CP3140  STATE/COUNTY-  LA/OUACHITA
 CP3140  USGS QUAD   -  COLLINSTON WEST (1994)
 CP3140
 CP3140                         *CURRENT SURVEY CONTROL
 CP3140  ___________________________________________________________________
 CP3140* NAD 83(1992)-  32 39 25.47100(N)    091 56 11.34586(W)     ADJUSTED  
 CP3140* NAVD 88     -                                                        
 CP3140  ___________________________________________________________________
 CP3140  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CP3140  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3140
 CP3140  HORZ ORDER  -  THIRD
 CP3140
 CP3140.The horizontal coordinates were established by classical geodetic methods
 CP3140.and adjusted by the National Geodetic Survey in January 1993..
 CP3140
 CP3140
 CP3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3140
 CP3140.The geoid height was determined by GEOID03.
 CP3140
 CP3140;                    North         East     Units Scale Factor Converg.
 CP3140;SPC LA N     -   239,310.697 1,052,864.716   MT  0.99999783   +0 17 52.6
 CP3140;SPC LA N     -   785,138.51  3,454,273.66   sFT  0.99999783   +0 17 52.6
 CP3140;UTM  15      - 3,613,770.831   599,734.101   MT  0.99972265   +0 34 26.1
 CP3140
 CP3140                          SUPERSEDED SURVEY CONTROL
 CP3140
 CP3140  NAD 83(1986)-  32 39 25.48344(N)    091 56 11.33793(W) AD(       ) 4
 CP3140  NAD 27      -  32 39 24.99000(N)    091 56 10.87000(W) AD(       ) 3
 CP3140
 CP3140.Superseded values are not recommended for survey control.
 CP3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3140.See file dsdata.txt to determine how the superseded data were derived.
 CP3140
 CP3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9973413771(NAD 83)
 CP3140_MARKER: 57 = LOOKOUT TOWER
 CP3140
 CP3140  HISTORY     - Date     Condition        Report By
 CP3140  HISTORY     - 1952     FIRST OBSERVED   CGS
 CP3140  HISTORY     - 19910515 GOOD             USPSQD
 CP3140  HISTORY     - 19970622 GOOD             USPSQD
 CP3140
 CP3140                          STATION DESCRIPTION
 CP3140
 CP3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP3140'ABOUT 15 MILES NORTHEAST OF MONROE, 9 MILES SOUTH OF BASTROP
 CP3140'AND JUST SOUTH OF U.S. HIGHWAY 80.  IT IS A 4 LEGGED STEEL
 CP3140'STRUCTURE, ABOUT 115 FEET HIGH WITH A 6 FOOT SQUARE GLASS
 CP3140'ENCLOSED CABIN ON THE TOP.  THE POINT INTERSECTED WAS THE
 CP3140'APEX OF THE ROOF.
 CP3140
 CP3140                          STATION RECOVERY (1991)
 CP3140
 CP3140'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CP3140'RECOVERED IN GOOD CONDITION.
 CP3140
 CP3140                          STATION RECOVERY (1997)
 CP3140
 CP3140'RECOVERY NOTE BY US POWER SQUADRON 1997
 CP3140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3297 ***********************************************************************
 BK3297  DESIGNATION -  FAITH
 BK3297  PID         -  BK3297
 BK3297  STATE/COUNTY-  LA/CALCASIEU
 BK3297  USGS QUAD   -  WESTLAKE (1996)
 BK3297
 BK3297                         *CURRENT SURVEY CONTROL
 BK3297  ___________________________________________________________________
 BK3297* NAD 83(1992)-  30 12 45.74643(N)    093 21 55.47853(W)     ADJUSTED  
 BK3297* NAVD 88     -         3.7  **(meters)      12.   **(feet)  GPS OBS   
 BK3297  **This station is located in a subsidence area (see below).
 BK3297  ___________________________________________________________________
 BK3297  X           -    -323,833.744 (meters)                     COMP
 BK3297  Y           -  -5,506,895.138 (meters)                     COMP
 BK3297  Z           -   3,190,760.297 (meters)                     COMP
 BK3297  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK3297  ELLIP HEIGHT-         -23.77  (meters)          (02/20/02) GPS OBS
 BK3297  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK3297
 BK3297  HORZ ORDER  -  FIRST
 BK3297  ELLP ORDER  -  FOURTH    CLASS I
 BK3297
 BK3297.The horizontal coordinates were established by GPS observations
 BK3297.and adjusted by the National Geodetic Survey in January 1995..
 BK3297
 BK3297 ** The orthometric height has not been validated since last determined
 BK3297 ** by differential leveling and should not be used for control purposes.
 BK3297 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3297 ** area with valid NAVD 88 orthometric heights.
 BK3297 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3297 ** epoch indicated which incorporates improved geoid heights for the
 BK3297 ** Southern Louisiana Subsidence area.
 BK3297 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3297.The orthometric height was determined by GPS observations and a
 BK3297.high-resolution geoid model.
 BK3297
 BK3297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3297
 BK3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3297
 BK3297.The ellipsoidal height was determined by GPS observations
 BK3297.and is referenced to NAD 83.
 BK3297
 BK3297.The geoid height was determined by GEOID03.
 BK3297
 BK3297;                    North         East     Units Scale Factor Converg.
 BK3297;SPC LA S     -   191,578.842   804,375.347   MT  0.99993255   -1 00 57.8
 BK3297;SPC LA S     -   628,538.25  2,639,021.45   sFT  0.99993255   -1 00 57.8
 BK3297;UTM  15      - 3,342,411.863   464,832.267   MT  0.99961526   -0 11 02.0
 BK3297
 BK3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3297!SPC LA S     -   1.00000373  x   0.99993255  =   0.99993628
 BK3297!UTM  15      -   1.00000373  x   0.99961526  =   0.99961899
 BK3297
 BK3297                          SUPERSEDED SURVEY CONTROL
 BK3297
 BK3297  ELLIP H (01/13/95)  -23.69   (m)                       GP(       ) 3 2
 BK3297  NAD 83(1992)-  30 12 45.74603(N)    093 21 55.47918(W) AD(       ) 1
 BK3297  ELLIP H (01/21/93)  -23.72   (m)                       GP(       ) 4 2
 BK3297  NAD 83(1986)-  30 12 45.76695(N)    093 21 55.46768(W) AD(       ) 1
 BK3297  NGVD 29 (05/20/88)    3.6    (m)           12.     (f) GPS OBS        
 BK3297
 BK3297.Superseded values are not recommended for survey control.
 BK3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3297.See file dsdata.txt to determine how the superseded data were derived.
 BK3297
 BK3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6483242412(NAD 83)
 BK3297_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3297_STAMPING: FAITH 1987
 BK3297_MARK LOGO: NGS   
 BK3297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3297+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1990
 BK3297
 BK3297  HISTORY     - Date     Condition        Report By
 BK3297  HISTORY     - 1987     MONUMENTED       LADTD
 BK3297  HISTORY     - 19901221 GOOD             VFM
 BK3297  HISTORY     - 20021102 GOOD             USPSQD
 BK3297  HISTORY     - 20040419 GOOD             USPSQD
 BK3297  HISTORY     - 20060311 GOOD             USPSQD
 BK3297
 BK3297                          STATION DESCRIPTION
 BK3297
 BK3297'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3297'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF SULPHUR, IN THE
 BK3297'NORTHWEST CORNER OF THE FAITH TEMPLE CHURCH.
 BK3297'OWNERSHIP--FAITH TEMPLE CHURCH, C/O PASTER GENE VINCENT, 1200
 BK3297'PATTON STREET, SULPHUR, LA.  70664  PHONE 318-528-2602.
 BK3297'
 BK3297'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3297'STATE HIGHWAY 27 IN THE SOUTH SECTION OF SULPHUR, GO
 BK3297'SOUTH FOR 0.3 KM (0.2 MI) ON HIGHWAY 27 TO A ROAD LEFT.
 BK3297'TURN LEFT AND GO EAST FOR 0.6 KM (0.4 MI) ON PATTON STREET TO THE
 BK3297'AZIMUTH MARK ON THE LEFT AT 551 PATTON STREET.
 BK3297'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.4 KM (0.25 MI) ON PATTON
 BK3297'STREET TO A CROSS STREET AND THE STATION ON THE RIGHT.
 BK3297'
 BK3297'THE STATION IS A STANDARD NGS DISK
 BK3297'STAMPED---FAITH 1987---,
 BK3297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3297'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3297'11.5 METERS (37.5 FT) EAST FROM THE CENTER OF BROUSSARD STREET,
 BK3297'15.7 METERS (51.5 FT) SOUTH FROM THE CENTER OF PATTON STREET,
 BK3297'5.4 METERS (17.5 FT) SOUTHEAST FROM A UTILITY POLE AND
 BK3297'1.7 METERS (5.5 FT) EAST FROM THE SOUTHEAST CORNER OF A CONCRETE
 BK3297'PAD SUPPORTING A LARGE TELEPHONE BOX, AND LEVEL WITH THE
 BK3297'INTERSECTION.
 BK3297'THE UNDERGROUND MARK IS A STANDARD LADH DISK
 BK3297'STAMPED---FAITH 1987---,
 BK3297'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3297'
 BK3297'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3297'STAMPED---FAITH 1987---,
 BK3297'SET INTO A DRILL HOLE IN A SMALL CULVERT HEADWALL FOR A CULVERT
 BK3297'UNDER THE DRIVEWAY TO A BLUE FRAME HOUSE.
 BK3297'7.1 METERS (23.5 FT) NORTH FROM THE CENTER OF PATTON STREET,
 BK3297'4.7 METERS (15.5 FT) WEST FROM THE CENTER OF THE DRIVE,
 BK3297'13.3 METERS (43.5 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 BK3297'THE CARPORT AND
 BK3297'0.1 METERS (0.5 FT) SOUTH FROM THE NORTH END OF THE HEADWALL.
 BK3297'TO REACH THE AZIMUTH FROM THE STATION,
 BK3297'GO WEST FOR 0.4 KM (0.25 MI) ON PATTON STREET TO THE MARK ON THE
 BK3297'RIGHT AT 551 PATTON STREET.
 BK3297
 BK3297                          STATION RECOVERY (1990)
 BK3297
 BK3297'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3297'RECOVERED AS DESCRIBED.
 BK3297
 BK3297                          STATION RECOVERY (2002)
 BK3297
 BK3297'RECOVERY NOTE BY US POWER SQUADRON 2002 (MA)
 BK3297'RECOVERED IN GOOD CONDITION.
 BK3297
 BK3297                          STATION RECOVERY (2004)
 BK3297
 BK3297'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3297'RECOVERED IN GOOD CONDITION.
 BK3297
 BK3297                          STATION RECOVERY (2006)
 BK3297
 BK3297'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK3297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3298 ***********************************************************************
 BK3298  DESIGNATION -  FAITH AZ MK
 BK3298  PID         -  BK3298
 BK3298  STATE/COUNTY-  LA/CALCASIEU
 BK3298  USGS QUAD   -  WESTLAKE (1996)
 BK3298
 BK3298                         *CURRENT SURVEY CONTROL
 BK3298  ___________________________________________________________________
 BK3298* NAD 83(1992)-  30 12 47.90794(N)    093 22 10.67853(W)     ADJUSTED  
 BK3298* NAVD 88     -         4.   **(meters)      13.   **(feet)  VERTCON   
 BK3298  **This station is located in a subsidence area (see below).
 BK3298  ___________________________________________________________________
 BK3298  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK3298  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK3298
 BK3298  HORZ ORDER  -  SECOND
 BK3298
 BK3298.The horizontal coordinates were established by classical geodetic methods
 BK3298.and adjusted by the National Geodetic Survey in January 1993..
 BK3298.No horizontal observational check was made to the station.
 BK3298
 BK3298 ** The orthometric height has not been validated since last determined
 BK3298 ** by differential leveling and should not be used for control purposes.
 BK3298 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3298 ** area with valid NAVD 88 orthometric heights.
 BK3298 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3298 ** epoch indicated which incorporates improved geoid heights for the
 BK3298 ** Southern Louisiana Subsidence area.
 BK3298 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3298
 BK3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3298
 BK3298.The geoid height was determined by GEOID03.
 BK3298
 BK3298;                    North         East     Units Scale Factor Converg.
 BK3298;SPC LA S     -   191,652.603   803,970.107   MT  0.99993259   -1 01 05.4
 BK3298;SPC LA S     -   628,780.25  2,637,691.93   sFT  0.99993259   -1 01 05.4
 BK3298;UTM  15      - 3,342,479.709   464,426.126   MT  0.99961561   -0 11 09.6
 BK3298
 BK3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3298!SPC LA S     -   1.00000373  x   0.99993259  =   0.99993632
 BK3298!UTM  15      -   1.00000373  x   0.99961561  =   0.99961934
 BK3298
 BK3298                          SUPERSEDED SURVEY CONTROL
 BK3298
 BK3298  NAD 83(1986)-  30 12 47.92884(N)    093 22 10.66705(W) AD(       ) 2
 BK3298  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3298
 BK3298.Superseded values are not recommended for survey control.
 BK3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3298.See file dsdata.txt to determine how the superseded data were derived.
 BK3298
 BK3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6442642480(NAD 83)
 BK3298_MARKER: DZ = AZIMUTH MARK DISK
 BK3298_SETTING: 0 = UNSPECIFIED SETTING
 BK3298_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3298
 BK3298  HISTORY     - Date     Condition        Report By
 BK3298  HISTORY     - 1987     MONUMENTED       LADTD
 BK3298  HISTORY     - 20021102 GOOD             USPSQD
 BK3298  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 BK3298
 BK3298                          STATION DESCRIPTION
 BK3298
 BK3298'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3298'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF SULPHUR, SET
 BK3298'FLUSH IN A DRILL HOLE IN A SMALL CULVERT HEADWALL UNDER THE
 BK3298'DRIVEWAY LEADING TO 551 PATTON STREET.
 BK3298'OWNERSHIP--CITY OF SULPHUR.
 BK3298'
 BK3298'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3298'STATE HIGHWAY 27 IN THE SOUTH SECTION OF SULPHUR, GO
 BK3298'SOUTH FOR 0.3 KM (0.2 MI) ON HIGHWAY 27 TO A ROAD LEFT (PATTON
 BK3298'STREET).
 BK3298'TURN LEFT AND GO EAST FOR 0.6 KM (0.4 MI) ON PATTON STREET TO THE
 BK3298'AZIMUTH MARK ON THE LEFT AT 551 PATTON STREET.
 BK3298'
 BK3298'THE STATION IS A STANDARD NGS DISK
 BK3298'STAMPED---FAITH 1987---,
 BK3298'SET INTO A DRILL HOLE IN A SMALL CULVERT HEADWALL UNDER THE DRIVE
 BK3298'TO 551 PATTON STREET.
 BK3298'13.3 METERS (43.5 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 BK3298'THE CARPORT,
 BK3298'7.1 METERS (23.5 FT) NORTH FROM THE CENTER OF PATTON STREET,
 BK3298'4.7 METERS (15.5 FT) WEST FROM THE CENTER OF THE DRIVEWAY AND
 BK3298'0.2 METERS (0.5 FT) SOUTH FROM THE NORTH END OF THE HEADWALL.
 BK3298
 BK3298                          STATION RECOVERY (2002)
 BK3298
 BK3298'RECOVERY NOTE BY US POWER SQUADRON 2002 (MA)
 BK3298'RECOVERED IN GOOD CONDITION.
 BK3298
 BK3298                          STATION RECOVERY (2004)
 BK3298
 BK3298'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3298'THE DITCH HAS BEEN DUG AND THE CULVERT HEADWALL ALONG WITH THE HOUSE
 BK3298'AND DRIVEWAY HAVE BEEN COMPLETELY REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1351 ***********************************************************************
 BX1351  DESIGNATION -  FALCON
 BX1351  PID         -  BX1351
 BX1351  STATE/COUNTY-  LA/GRANT
 BX1351  USGS QUAD   -  ALOHA (1992)
 BX1351
 BX1351                         *CURRENT SURVEY CONTROL
 BX1351  ___________________________________________________________________
 BX1351* NAD 83(1992)-  31 37 30.26739(N)    092 50 41.74952(W)     ADJUSTED  
 BX1351* NAVD 88     -        47.93   (+/-2cm)     157.3    (feet)  VERTCON   
 BX1351  ___________________________________________________________________
 BX1351  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BX1351  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1351
 BX1351  HORZ ORDER  -  FIRST
 BX1351  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1351
 BX1351.The horizontal coordinates were established by classical geodetic methods
 BX1351.and adjusted by the National Geodetic Survey in January 1993..
 BX1351
 BX1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1351.The vertical order pertains to the NGVD 29 superseded value.
 BX1351
 BX1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1351
 BX1351.The geoid height was determined by GEOID03.
 BX1351
 BX1351;                    North         East     Units Scale Factor Converg.
 BX1351;SPC LA N     -   124,794.813   967,276.931   MT  0.99992771   -0 10 56.5
 BX1351;SPC LA N     -   409,430.98  3,173,474.40   sFT  0.99992771   -0 10 56.5
 BX1351;UTM  15      - 3,498,889.668   514,706.447   MT  0.99960267   +0 04 52.7
 BX1351
 BX1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1351!SPC LA N     -   0.99999656  x   0.99992771  =   0.99992427
 BX1351!UTM  15      -   0.99999656  x   0.99960267  =   0.99959923
 BX1351
 BX1351|---------------------------------------------------------------------|
 BX1351| PID    Reference Object                     Distance      Geod. Az  |
 BX1351|                                                           dddmmss.s |
 BX1351| BX1352 FALCON RM 2                          31.654 METERS 01107     |
 BX1351| BX1353 FALCON AZ MK                                       1215533.7 |
 BX1351| BX1350 FALCON RM 1                          34.412 METERS 12309     |
 BX1351| BX2773 MONTGOMERY MUN TANK                 APPROX. 6.3 KM 3165404.4 |
 BX1351| BX2760 MONTGOMERY ATT MW KGP 69            APPROX. 9.3 KM 3441930.7 |
 BX1351|---------------------------------------------------------------------|
 BX1351
 BX1351                          SUPERSEDED SURVEY CONTROL
 BX1351
 BX1351  NAD 83(1986)-  31 37 30.28826(N)    092 50 41.74345(W) AD(       ) 1
 BX1351  NAD 27      -  31 37 29.68088(N)    092 50 41.17752(W) AD(       ) 1
 BX1351  NGVD 29 (??/??/??)   47.946  (m)          157.30   (f) ADJUSTED    1 1
 BX1351
 BX1351.Superseded values are not recommended for survey control.
 BX1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1351.See file dsdata.txt to determine how the superseded data were derived.
 BX1351
 BX1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1470698890(NAD 83)
 BX1351_MARKER: DS = TRIANGULATION STATION DISK
 BX1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1351_STAMPING: FALCON 1968
 BX1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1351+STABILITY: SURFACE MOTION
 BX1351
 BX1351  HISTORY     - Date     Condition        Report By
 BX1351  HISTORY     - 1969     MONUMENTED       CGS
 BX1351  HISTORY     - 1969     GOOD             CGS
 BX1351  HISTORY     - 1969     GOOD             CGS
 BX1351  HISTORY     - 20010922 GOOD             USPSQD
 BX1351  HISTORY     - 20060610 GOOD             USPSQD
 BX1351
 BX1351                          STATION DESCRIPTION
 BX1351
 BX1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1351'NO MEASUREMENT BETWEEN R.M. 1 AND R.M. 2 BECAUSE OF HIGHWAY
 BX1351'INTERFERENCE.
 BX1351'
 BX1351'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTHEAST OF
 BX1351'MONTGOMERY IN THE NORTHWEST CORNER OF SECTION 42, T8N, R5W, AND
 BX1351'ON LOUISIANA HIGHWAY RIGHT OF WAY.
 BX1351'
 BX1351'TO REACH THE STATION FROM THE POST OFFICE IN MONTGOMERY,
 BX1351'GO NORTHERLY ON THE MAIN STREET FOR 0.1 MILE TO THE JUNCTION
 BX1351'WITH U.S. HIGHWAY 71 AND STATE HIGHWAY 34.  TURN RIGHT AND GO
 BX1351'SOUTHEAST ON U.S. HIGHWAY 71 FOR 4.25 MILES TO THE STATION ON
 BX1351'THE RIGHT.
 BX1351'
 BX1351'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON
 BX1351'U.S. HIGHWAY 71 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BX1351'
 BX1351'THE STATION IS A STANDARD DISK, STAMPED FALCON 1968, SET IN
 BX1351'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BX1351'GROUND.  IT IS 5.5 FEET NORTHEAST OF A METAL WITNESS POST
 BX1351'WITH SIGN ATTACHED, 43.0 FEET SOUTH SOUTHEAST OF THE CENTER
 BX1351'LINE OF U.S. HIGHWAY 71 AND 55.0 FEET NORTH NORTHEAST OF THE
 BX1351'NORTH RAIL OF RAILROAD TRACKS.
 BX1351'
 BX1351'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FALCON NO 1 1968,
 BX1351'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 BX1351'THE GROUND.  IT IS 37.0 FEET NORTH NORTHEAST OF CENTER LINE OF
 BX1351'U.S. HIGHWAY 71 AND 62.0 FEET EAST OF A POWER LINE POLE.
 BX1351'
 BX1351'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FALCON NO 2 1968,
 BX1351'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 BX1351'THE GROUND.  IT IS 43.0 FEET SOUTH SOUTHWEST OF THE CENTER LINE
 BX1351'OF U.S. HIGHWAY 71 AND 55 FEET NORTH NORTHEAST OF THE NORTH
 BX1351'RAIL OF RAILROAD TRACKS.
 BX1351'
 BX1351'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FALCON 1968, SET
 BX1351'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3
 BX1351'INCHES.  IT IS 2.5 FEET NORTH NORTHEAST OF A METAL WITNESS
 BX1351'POST, 31.0 FEET EAST OF A TELEPHONE LINE POLE, 47.5 FEET NORTH
 BX1351'NORTHEAST OF THE NORTH RAIL OF RAILROAD TRACKS AND 49.0 FEET
 BX1351'SOUTH SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 71.
 BX1351'
 BX1351'HEIGHT OF LIGHT ABOVE STATION MARK 34.27 METERS.
 BX1351
 BX1351                          STATION RECOVERY (1969)
 BX1351
 BX1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 BX1351'THE STATION MARK, STAMPED FALCON 1968, IS ABOUT 4.1 MILES
 BX1351'SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 BX1351'U.S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION
 BX1351'35, T 8 N, R 5 W, 43-1/2 FEET SOUTHWEST OF THE CENTER LINE
 BX1351'OF THE HIGHWAY, 55 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 BX1351'THE KANSAS CITY SOUTHERN RAILWAY, 6.0 FEET NORTHEAST OF A
 BX1351'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BX1351'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 BX1351'THE SURFACE OF THE GROUND.
 BX1351'
 BX1351'RM 1, STAMPED FALCON NO 1 1968, IS 86.1 FEET NORTH AND ACROSS
 BX1351'THE HIGHWAY FROM THE STATION MARK, 37 FEET NORTHEAST OF THE
 BX1351'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND
 BX1351'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE
 BX1351'OF THE GROUND.
 BX1351'
 BX1351'RM 2, STAMPED FALCON NO 2 1968, IS 104.1 FEET SOUTHEAST OF THE
 BX1351'STATION MARK, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX1351'HIGHWAY, 53 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS
 BX1351'CITY SOUTHERN RAILWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 BX1351'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 BX1351'SURFACE OF THE GROUND.
 BX1351'
 BX1351'THE AZIMUTH MARK, STAMPED FALCON 1968, IS 0.45 MILE SOUTHEAST
 BX1351'ALONG U.S. HIGHWAY 71 FROM THE STATION MARK, 50 FEET SOUTHWEST
 BX1351'OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTHEAST OF THE
 BX1351'NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN RAILWAY, 31 FEET
 BX1351'EAST OF A TELEPHONE POLE, 2.7 FEET NORTHEAST OF A METAL WITNESS
 BX1351'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BX1351'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE
 BX1351'OF THE GROUND.
 BX1351'
 BX1351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1351'4.1 MILES SOUTHEAST.
 BX1351
 BX1351                          STATION RECOVERY (1969)
 BX1351
 BX1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1351'4.1 MI SE FROM MONTGOMERY.
 BX1351'ABOUT 4.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1351'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 35,
 BX1351'T 8 N, R 5 W, 43 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX1351'55 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN
 BX1351'RAILWAY, 86.1 FEET SOUTH AND ACROSS THE HIGHWAY FROM FALCON RM 1,
 BX1351'104.1 FEET NORTHWEST OF FALCON RM 2, 6.0 FEET NORTHEAST OF A METAL
 BX1351'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX1351'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 BX1351
 BX1351                          STATION RECOVERY (2001)
 BX1351
 BX1351'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1351'RECOVERED IN GOOD CONDITION.
 BX1351
 BX1351                          STATION RECOVERY (2006)
 BX1351
 BX1351'RECOVERY NOTE BY US POWER SQUADRON 2006
 BX1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1353 ***********************************************************************
 BX1353  DESIGNATION -  FALCON AZ MK
 BX1353  PID         -  BX1353
 BX1353  STATE/COUNTY-  LA/GRANT
 BX1353  USGS QUAD   -  ALOHA (1992)
 BX1353
 BX1353                         *CURRENT SURVEY CONTROL
 BX1353  ___________________________________________________________________
 BX1353* NAD 83(1986)-  31 37 19.     (N)    092 50 20.     (W)     SCALED    
 BX1353* NAVD 88     -        44.74   (+/-2cm)     146.8    (feet)  VERTCON   
 BX1353  ___________________________________________________________________
 BX1353  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1353
 BX1353  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1353
 BX1353.The horizontal coordinates were scaled from a topographic map and have
 BX1353.an estimated accuracy of +/- 6 seconds.
 BX1353
 BX1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1353.The vertical order pertains to the NGVD 29 superseded value.
 BX1353
 BX1353.The geoid height was determined by GEOID03.
 BX1353
 BX1353;                    North         East    Units  Estimated Accuracy
 BX1353;SPC LA N     -   124,450.      967,850.      MT  (+/- 180 meters Scaled)
 BX1353
 BX1353                          SUPERSEDED SURVEY CONTROL
 BX1353
 BX1353  NGVD 29 (??/??/??)   44.763  (m)          146.86   (f) ADJUSTED    1 1
 BX1353
 BX1353.Superseded values are not recommended for survey control.
 BX1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1353.See file dsdata.txt to determine how the superseded data were derived.
 BX1353
 BX1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ152985(NAD 83)
 BX1353_MARKER: DZ = AZIMUTH MARK DISK
 BX1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1353_STAMPING: FALCON 1968
 BX1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1353+STABILITY: SURFACE MOTION
 BX1353
 BX1353  HISTORY     - Date     Condition        Report By
 BX1353  HISTORY     - 1968     MONUMENTED       CGS
 BX1353  HISTORY     - 1969     GOOD             CGS
 BX1353  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1353
 BX1353                          STATION DESCRIPTION
 BX1353
 BX1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1353'4.55 MI SE FROM MONTGOMERY.
 BX1353'ABOUT 4.55 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE
 BX1353'INTERSECTION OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY,
 BX1353'IN SECTION 36, T 8 N, R 5 W, 50 FEET SOUTHWEST OF THE CENTER LINE OF
 BX1353'THE HIGHWAY, 48 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS
 BX1353'CITY SOUTHERN RAILWAY, 31 FEET EAST OF A TELEPHONE POLE, 2.7 FEET
 BX1353'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 BX1353'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BX1353'THE SURFACE OF THE GROUND.
 BX1353
 BX1353                          STATION RECOVERY (2001)
 BX1353
 BX1353'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1350 ***********************************************************************
 BX1350  DESIGNATION -  FALCON RM 1
 BX1350  PID         -  BX1350
 BX1350  STATE/COUNTY-  LA/GRANT
 BX1350  USGS QUAD   -  VERDA (1983)
 BX1350
 BX1350                         *CURRENT SURVEY CONTROL
 BX1350  ___________________________________________________________________
 BX1350* NAD 83(1986)-  31 37 35.     (N)    092 50 43.     (W)     SCALED    
 BX1350* NAVD 88     -        47.52   (+/-2cm)     155.9    (feet)  VERTCON   
 BX1350  ___________________________________________________________________
 BX1350  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1350
 BX1350  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1350
 BX1350.The horizontal coordinates were scaled from a topographic map and have
 BX1350.an estimated accuracy of +/- 6 seconds.
 BX1350
 BX1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1350.The vertical order pertains to the NGVD 29 superseded value.
 BX1350
 BX1350.The geoid height was determined by GEOID03.
 BX1350
 BX1350;                    North         East    Units  Estimated Accuracy
 BX1350;SPC LA N     -   124,940.      967,240.      MT  (+/- 180 meters Scaled)
 BX1350
 BX1350                          SUPERSEDED SURVEY CONTROL
 BX1350
 BX1350  NGVD 29 (??/??/??)   47.542  (m)          155.98   (f) ADJUSTED    1 1
 BX1350
 BX1350.Superseded values are not recommended for survey control.
 BX1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1350.See file dsdata.txt to determine how the superseded data were derived.
 BX1350
 BX1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ146990(NAD 83)
 BX1350_MARKER: DR = REFERENCE MARK DISK
 BX1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1350_STAMPING: FALCON NO 1 1968
 BX1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1350+STABILITY: SURFACE MOTION
 BX1350
 BX1350  HISTORY     - Date     Condition        Report By
 BX1350  HISTORY     - 1968     MONUMENTED       CGS
 BX1350  HISTORY     - 1969     GOOD             CGS
 BX1350  HISTORY     - 20010922 GOOD             USPSQD
 BX1350
 BX1350                          STATION DESCRIPTION
 BX1350
 BX1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1350'4.1 MI SE FROM MONTGOMERY.
 BX1350'ABOUT 4.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1350'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 35,
 BX1350'T 8 N, R 5 W, 37 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BX1350'86.1 FEET NORTH AND ACROSS THE HIGHWAY FROM TRIANGULATION STATION
 BX1350'FALCON 1968, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BX1350'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 BX1350
 BX1350                          STATION RECOVERY (2001)
 BX1350
 BX1350'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1352 ***********************************************************************
 BX1352  DESIGNATION -  FALCON RM 2
 BX1352  PID         -  BX1352
 BX1352  STATE/COUNTY-  LA/GRANT
 BX1352  USGS QUAD   -  VERDA (1983)
 BX1352
 BX1352                         *CURRENT SURVEY CONTROL
 BX1352  ___________________________________________________________________
 BX1352* NAD 83(1986)-  31 37 31.     (N)    092 50 42.     (W)     SCALED    
 BX1352* NAVD 88     -        47.51   (+/-2cm)     155.9    (feet)  VERTCON   
 BX1352  ___________________________________________________________________
 BX1352  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1352
 BX1352  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1352
 BX1352.The horizontal coordinates were scaled from a topographic map and have
 BX1352.an estimated accuracy of +/- 6 seconds.
 BX1352
 BX1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1352.The vertical order pertains to the NGVD 29 superseded value.
 BX1352
 BX1352.The geoid height was determined by GEOID03.
 BX1352
 BX1352;                    North         East    Units  Estimated Accuracy
 BX1352;SPC LA N     -   124,820.      967,270.      MT  (+/- 180 meters Scaled)
 BX1352
 BX1352                          SUPERSEDED SURVEY CONTROL
 BX1352
 BX1352  NGVD 29 (??/??/??)   47.524  (m)          155.92   (f) ADJUSTED    1 1
 BX1352
 BX1352.Superseded values are not recommended for survey control.
 BX1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1352.See file dsdata.txt to determine how the superseded data were derived.
 BX1352
 BX1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ147989(NAD 83)
 BX1352_MARKER: DR = REFERENCE MARK DISK
 BX1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1352_STAMPING: FALCON NO 2 1968
 BX1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1352+STABILITY: SURFACE MOTION
 BX1352
 BX1352  HISTORY     - Date     Condition        Report By
 BX1352  HISTORY     - 1968     MONUMENTED       CGS
 BX1352  HISTORY     - 1969     GOOD             CGS
 BX1352  HISTORY     - 20010922 GOOD             USPSQD
 BX1352  HISTORY     - 20060610 GOOD             USPSQD
 BX1352
 BX1352                          STATION DESCRIPTION
 BX1352
 BX1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1352'4.1 MI SE FROM MONTGOMERY.
 BX1352'ABOUT 4.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1352'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 35,
 BX1352'T 8 N, R 5 W, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 53
 BX1352'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN
 BX1352'RAILWAY, 104.1 FEET SOUTHEAST OF TRIANGULATION STATION FALCON 1968,
 BX1352'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1352'WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 BX1352
 BX1352                          STATION RECOVERY (2001)
 BX1352
 BX1352'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1352'RECOVERED IN GOOD CONDITION.
 BX1352
 BX1352                          STATION RECOVERY (2006)
 BX1352
 BX1352'RECOVERY NOTE BY US POWER SQUADRON 2006
 BX1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3009 ***********************************************************************
 AU3009  DESIGNATION -  FALEAU
 AU3009  PID         -  AU3009
 AU3009  STATE/COUNTY-  LA/LAFOURCHE
 AU3009  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU3009
 AU3009                         *CURRENT SURVEY CONTROL
 AU3009  ___________________________________________________________________
 AU3009* NAD 83(1992)-  29 23 24.83100(N)    090 20 45.45279(W)     ADJUSTED  
 AU3009* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3009  **This station is located in a subsidence area (see below).
 AU3009  ___________________________________________________________________
 AU3009  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AU3009  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AU3009
 AU3009  HORZ ORDER  -  SECOND
 AU3009
 AU3009.The horizontal coordinates were established by classical geodetic methods
 AU3009.and adjusted by the National Geodetic Survey in January 1993..
 AU3009
 AU3009 ** The orthometric height has not been validated since last determined
 AU3009 ** by differential leveling and should not be used for control purposes.
 AU3009 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3009 ** area with valid NAVD 88 orthometric heights.
 AU3009 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3009 ** epoch indicated which incorporates improved geoid heights for the
 AU3009 ** Southern Louisiana Subsidence area.
 AU3009 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3009.The orthometric height was scaled from a topographic map.
 AU3009
 AU3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3009
 AU3009.The geoid height was determined by GEOID03.
 AU3009
 AU3009;                    North         East     Units Scale Factor Converg.
 AU3009;SPC LA S     -    99,091.801 1,095,842.186   MT  0.99998213   +0 29 37.3
 AU3009;SPC LA S     -   325,103.68  3,595,275.57   sFT  0.99998213   +0 29 37.3
 AU3009;UTM  15      - 3,254,150.116   757,574.586   MT  1.00041872   +1 18 11.5
 AU3009
 AU3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3009!SPC LA S     -   1.00000387  x   0.99998213  =   0.99998600
 AU3009!UTM  15      -   1.00000387  x   1.00041872  =   1.00042259
 AU3009
 AU3009:                Primary Azimuth Mark                     Grid Az
 AU3009:SPC LA S     -  GOLDEN MEADOW SCHOOL CHIM                090 49 29.4
 AU3009:UTM  15      -  GOLDEN MEADOW SCHOOL CHIM                090 00 55.2
 AU3009
 AU3009|---------------------------------------------------------------------|
 AU3009| PID    Reference Object                     Distance      Geod. Az  |
 AU3009|                                                           dddmmss.s |
 AU3009| AU3006 GOLDEN MEADOW SCHOOL CHIM           APPROX. 7.9 KM 0911906.7 |
 AU3009| AU3007 GOLDEN MEADOW ICE CO STK            APPROX. 8.3 KM 0940615.7 |
 AU3009| DD6647 FALEAU RM 1                          15.939 METERS 11838     |
 AU3009| AU3010 LOTYD 1934                          APPROX. 6.8 KM 1323635.4 |
 AU3009| DD6648 FALEAU RM 2                          15.889 METERS 22820     |
 AU3009|---------------------------------------------------------------------|
 AU3009
 AU3009                          SUPERSEDED SURVEY CONTROL
 AU3009
 AU3009  NAD 83(1986)-  29 23 24.84720(N)    090 20 45.46305(W) AD(       ) 2
 AU3009  NAD 27      -  29 23 24.04400(N)    090 20 45.16600(W) AD(       ) 2
 AU3009
 AU3009.Superseded values are not recommended for survey control.
 AU3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3009.See file dsdata.txt to determine how the superseded data were derived.
 AU3009
 AU3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5757554150(NAD 83)
 AU3009_MARKER: DS = TRIANGULATION STATION DISK
 AU3009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3009_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3009
 AU3009  HISTORY     - Date     Condition        Report By
 AU3009  HISTORY     - 1934     MONUMENTED       CGS
 AU3009  HISTORY     - 1952     GOOD             CGS
 AU3009  HISTORY     - 1965     GOOD             CGS
 AU3009
 AU3009                          STATION DESCRIPTION
 AU3009
 AU3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3009'STATION IS ABOUT 2 MILES N OF CATFISH LAKE, ON THE W BANK
 AU3009'OF GRAND BAYOU BLUE N OF ITS JUNCTION WITH BAYOU FALEAU, 30
 AU3009'METERS (100 FEET) W OF BAYOU BLUE AND 24 METERS (80 FEET)
 AU3009'N OF BAYOU FALEAU.
 AU3009'
 AU3009'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3009'IN THE TOP OF A TILE.
 AU3009'
 AU3009'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU3009'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3009'PILE DRIVEN INTO THE MARSH, IS 10 METERS (33 FEET) FROM BAYOU
 AU3009'FALEAU, 20 METERS (65 FEET) W OF BAYOU BLUE AND 15.939 METERS
 AU3009'(52.29 FEET) FROM THE STATION S 61 DEG 22 MIN E.
 AU3009'
 AU3009'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU3009'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3009'PILE DRIVEN INTO THE MARSH IS 24 METERS (80 FEET) N OF BAYOU
 AU3009'FALEAU, AND 15.889 METERS (52.13 FEET) FROM THE STATION
 AU3009'S 48 DEG 20 MIN W.
 AU3009
 AU3009                          STATION RECOVERY (1952)
 AU3009
 AU3009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3009'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3009'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3009'
 AU3009'STATION IS LOCATED ABOUT 1.7 MI. NW OF THE BAYOU BLUE ENTRANCE
 AU3009'TO CATFISH LAKE, AT THE CONFLUENCE OF BAYOU BLUE AND BAYOU
 AU3009'FALEAU, AND 2 FT. S OF A 4- BY 4-IN. WOODEN WITNESS POST.
 AU3009'THE APPARENT SHORELINE OF BAYOU BLUE IS 76 FT.
 AU3009'N 61 DEG E.  THE APPARENT SHORELINE OF BAYOU FALEAU
 AU3009'IS 77 FT. S 68 DEG E.  IT IS A STANDARD
 AU3009'DISK, STAMPED FALEAU 1934 AND SET IN THE TOP OF A 10-IN.
 AU3009'CONCRETE MONUMENT PROJECTING 1 IN. ABOVE THE GROUND.
 AU3009'
 AU3009'REFERENCE MARK 1 IS 24 FT. NW OF BAYOU FALEAU, 42 FT. SW
 AU3009'OF BAYOU BLUE, AND 15.939 M. (52.29 FT.) FROM THE STATION
 AU3009'S 61 DEG 22 MIN E (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU3009'IT IS A STANDARD DISK, STAMPED FALEAU 1934 NO 1 AND SET
 AU3009'IN THE TOP OF A 10- BY 10-IN. CONCRETE MONUMENT PROJECTING
 AU3009'1 IN. ABOVE THE GROUND.
 AU3009'
 AU3009'REFERENCE MARK 2 IS 59 FT. NW OF BAYOU FALEAU, AND 15.889
 AU3009'M. (52.13 FT.) FROM THE STATION S 48 DEG 20 MIN W
 AU3009'(ACCORDING TO THE ORIGINAL DESCRIPTION).  IT IS A STANDARD
 AU3009'DISK, STAMPED FALEAU 1934 NO 2 AND SET IN THE TOP OF A 10-
 AU3009'BY 10-IN. CONCRETE MONUMENT PROJECTING 1 IN. ABOVE THE GROUND.
 AU3009'
 AU3009'THE REFERENCE MARKS ARE FASTENED TO THE TOPS OF LONG PILES
 AU3009'DRIVEN INTO THE MARSH.
 AU3009
 AU3009                          STATION RECOVERY (1965)
 AU3009
 AU3009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3009'THE STATION MARK WAS RECOVERED UNDER ABOUT 3 INCHES OF WATER,
 AU3009'IN THE LOW MARCH AREA, A 10 FOOT WOODEN STRUCTER IS OVER
 AU3009'THE STATION AT THIS TIME.
 AU3009'
 AU3009'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AU3009'
 AU3009'THE STATION IS 65 FEET WEST OF BAYOU BLUE, 55 FEET NORTH
 AU3009'OF BAYOU FALEAU, 120 FEET NORTH OF A SPOIL BANK, AND 6 FEET
 AU3009'NORTH OF A 1-1/4 INCH PIPE WITNESS POST.  ABOUT 1/2 MILE
 AU3009'SOUTH OF A CABIN ALONG BAYOU BLUE.
 AU3009'
 AU3009'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4470 ***********************************************************************
 BJ4470  DESIGNATION -  FALGOUST
 BJ4470  PID         -  BJ4470
 BJ4470  STATE/COUNTY-  LA/ST JAMES
 BJ4470  USGS QUAD   -  CONVENT (1994)
 BJ4470
 BJ4470                         *CURRENT SURVEY CONTROL
 BJ4470  ___________________________________________________________________
 BJ4470* NAD 83(1992)-  30 00 11.44760(N)    090 51 37.25570(W)     ADJUSTED  
 BJ4470* NAVD 88     -         4.9  **(meters)      16.   **(feet)  VERTCON   
 BJ4470  **This station is located in a subsidence area (see below).
 BJ4470  ___________________________________________________________________
 BJ4470  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ4470  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BJ4470
 BJ4470  HORZ ORDER  -  SECOND
 BJ4470
 BJ4470.The horizontal coordinates were established by classical geodetic methods
 BJ4470.and adjusted by the National Geodetic Survey in January 1993..
 BJ4470
 BJ4470 ** The orthometric height has not been validated since last determined
 BJ4470 ** by differential leveling and should not be used for control purposes.
 BJ4470 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4470 ** area with valid NAVD 88 orthometric heights.
 BJ4470 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4470 ** epoch indicated which incorporates improved geoid heights for the
 BJ4470 ** Southern Louisiana Subsidence area.
 BJ4470 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4470
 BJ4470.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4470
 BJ4470.The geoid height was determined by GEOID03.
 BJ4470
 BJ4470;                    North         East     Units Scale Factor Converg.
 BJ4470;SPC LA S     -   166,713.061 1,045,631.544   MT  0.99992575   +0 14 11.4
 BJ4470;SPC LA S     -   546,957.77  3,430,542.82   sFT  0.99992575   +0 14 11.4
 BJ4470;UTM  15      - 3,321,065.241   706,381.984   MT  1.00012553   +1 04 13.1
 BJ4470
 BJ4470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4470!SPC LA S     -   1.00000336  x   0.99992575  =   0.99992911
 BJ4470!UTM  15      -   1.00000336  x   1.00012553  =   1.00012889
 BJ4470
 BJ4470:                Primary Azimuth Mark                     Grid Az
 BJ4470:SPC LA S     -  FALGOUST AZ MK                           067 40 19.3
 BJ4470:UTM  15      -  FALGOUST AZ MK                           066 50 17.6
 BJ4470
 BJ4470|---------------------------------------------------------------------|
 BJ4470| PID    Reference Object                     Distance      Geod. Az  |
 BJ4470|                                                           dddmmss.s |
 BJ4470| CW1349 FALGOUST AZ MK                                     0675430.7 |
 BJ4470| BJ4471 FALGOUST LDH 1973 RM 1               11.464 METERS 18154     |
 BJ4470| CW1350 FALGOUST RM 2                        17.586 METERS 24759     |
 BJ4470| BJ4473 CENTRAL HELVETIA INC STACK          APPROX. 8.4 KM 3545833.0 |
 BJ4470|---------------------------------------------------------------------|
 BJ4470
 BJ4470                          SUPERSEDED SURVEY CONTROL
 BJ4470
 BJ4470  NAD 83(1986)-  30 00 11.46577(N)    090 51 37.25728(W) AD(       ) 2
 BJ4470  NAD 27      -  30 00 10.73803(N)    090 51 36.91603(W) AD(       ) 2
 BJ4470  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 BJ4470
 BJ4470.Superseded values are not recommended for survey control.
 BJ4470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4470.See file dsdata.txt to determine how the superseded data were derived.
 BJ4470
 BJ4470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0638221065(NAD 83)
 BJ4470_MARKER: DD = SURVEY DISK
 BJ4470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4470
 BJ4470  HISTORY     - Date     Condition        Report By
 BJ4470  HISTORY     - 1973     MONUMENTED       LADH
 BJ4470
 BJ4470                          STATION DESCRIPTION
 BJ4470
 BJ4470'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ4470'THE STATION IS LOCATED 2 MILES SOUTHWEST OF CONVENT, 9 MILES
 BJ4470'SOUTHEAST OF DONALDSONVILLE AND 9 MILES SOUTH OF BURNSIDE, IN THE
 BJ4470'SOUTHEAST 1/4 OF SECTION 14, T12S, R16E, AND ON THE PROPERTY OWNED
 BJ4470'BY THE MISSOURI PACIFIC RAILROAD.
 BJ4470'
 BJ4470'TO REACH THE STATION FROM THE TOLL HOUSE ON THE WEST END OF THE
 BJ4470'SUNSHINE BRIDGE, DRIVE WEST ALONG STATE HIGHWAY 3089 FOR 0.1 MILE TO
 BJ4470'A BLACK TOP ON THE LEFT, TURN LEFT ON THE BLACKTOP ROAD AND GO EAST
 BJ4470'FOR 0.5 MILE TO ITS JUNCTION WITH STATE HIGHWAY 18, TURN RIGHT ON
 BJ4470'STATE HIGHWAY 18 AND GO SOUTH AND EAST FOR 8 MILES TO THE
 BJ4470'FALGOUST PLANTATION ON THE RIGHT AND WEST OF THE HIGHWAY, TURN
 BJ4470'RIGHT AND GO WEST ON A GRAVEL ROAD FOR 1.9 MILES TO A RAILROAD
 BJ4470'CROSSING AND THE STATION WHICH IS SET ON THE RIGHT AND NORTH OF
 BJ4470'THE ROAD AND EAST OF THE RAILROAD.
 BJ4470'
 BJ4470'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE BACK EAST ON THE
 BJ4470'GRAVEL ROAD FOR 1.9 MILES TO STATE HIGHWAY 18, THE MARK IS SET ON
 BJ4470'THE EAST SIDE OF THE ROAD AT THE TOE OF THE RIVER LEVEE.
 BJ4470'
 BJ4470'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4470'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4470'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4470'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4470'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4470'STAMPED FALGOUST 1973.  THE MARK IS 57 FEET NORTHWEST OF THE
 BJ4470'NORTHWEST CORNER OF THE RAILROAD BRIDGE (NO. 544), 27 FEET
 BJ4470'WEST-NORTHWEST OF A TELEGRAPH POLE, 24 FEET NORTH-NORTHWEST
 BJ4470'OF THE CENTER OF A GRAVEL ROAD, 7 FEET NORTHEAST OF THE EAST
 BJ4470'RAIL ON THE MISSOURI RAILROAD, AND 2 FEET SOUTH-SOUTHWEST OF A METAL
 BJ4470'WITNESS POST AND SIGN.
 BJ4470'
 BJ4470'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4470'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4470'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4470'STAMPED FALGOUST R.M. 1 1973.  IT IS 60 FEET EAST-SOUTHEAST OF A
 BJ4470'TELEGRAPH POLE (NO. E55E), 35 FEET WEST-NORTHWEST OF THE
 BJ4470'NORTHWEST CORNER OF A RAILROAD BRIDGE, 17 FEET SOUTHWEST OF THE
 BJ4470'WEST RAIL ON THE MISSOURI PACIFIC RAILROAD AND 11 FEET SOUTHEAST OF
 BJ4470'THE CENTER.
 BJ4470'
 BJ4470'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4470'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4470'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4470'STAMPED FALGOUST R.M. 2 1973.  IT IS 78 FEET WEST OF THE NORTHWEST
 BJ4470'CORNER OF A RAILROAD BRIDGE (NO. 544), 39 FEET WEST-SOUTHWEST OF
 BJ4470'THE WEST RAIL ON THE MISSOURI PACIFIC RAILROAD, 24 FEET NORTHWEST
 BJ4470'OF THE CENTER OF A GRAVEL ROAD, AND 6 FEET EAST OF A TELEGRAPH
 BJ4470'POLE.
 BJ4470'
 BJ4470'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4470'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4470'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4470'STAMPED FALGOUST AZ. MK. 1973.  IT IS 132 FEET EAST OF U.S.E. BM
 BJ4470'1934, 75 FEET NORTH-NORTHEAST OF A CONCRETE HIGHWAY RIGHT OF WAY
 BJ4470'MARKER, 50 FEET EAST OF THE CENTER OF STATE HIGHWAY 18, 41 FEET
 BJ4470'NORTH OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL ON A
 BJ4470'CULVERT, AND 15 FEET NORTH OF A POWER POLE.
 BJ4470'
 BJ4470'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1003 ***********************************************************************
 AT1003  DESIGNATION -  FALSE
 AT1003  PID         -  AT1003
 AT1003  STATE/COUNTY-  LA/ST BERNARD
 AT1003  USGS QUAD   -  LAKE EUGENIE (1994)
 AT1003
 AT1003                         *CURRENT SURVEY CONTROL
 AT1003  ___________________________________________________________________
 AT1003* NAD 83(1992)-  29 59 27.85165(N)    089 26 32.58976(W)     ADJUSTED  
 AT1003* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1003  ___________________________________________________________________
 AT1003  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AT1003  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AT1003
 AT1003  HORZ ORDER  -  THIRD
 AT1003
 AT1003.The horizontal coordinates were established by classical geodetic methods
 AT1003.and adjusted by the National Geodetic Survey in May 1994..
 AT1003
 AT1003.The orthometric height was scaled from a topographic map.
 AT1003
 AT1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1003
 AT1003.The geoid height was determined by GEOID03.
 AT1003
 AT1003;                    North         East     Units Scale Factor Converg.
 AT1003;SPC LA S     -   166,781.956 1,182,444.976   MT  0.99992576   +0 56 43.8
 AT1003;SPC LA S     -   547,183.80  3,879,404.89   sFT  0.99992576   +0 56 43.8
 AT1003;UTM  16      - 3,320,307.088   264,380.470   MT  1.00028500   -1 13 17.1
 AT1003
 AT1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1003!SPC LA S     -   1.00000413  x   0.99992576  =   0.99992989
 AT1003!UTM  16      -   1.00000413  x   1.00028500  =   1.00028913
 AT1003
 AT1003:                Primary Azimuth Mark                     Grid Az
 AT1003:SPC LA S     -  BLIND                                    017 23 19.2
 AT1003:UTM  16      -  BLIND                                    019 33 20.1
 AT1003
 AT1003|---------------------------------------------------------------------|
 AT1003| PID    Reference Object                     Distance      Geod. Az  |
 AT1003|                                                           dddmmss.s |
 AT1003| BH2661 BLIND                               APPROX. 6.5 KM 0182003.0 |
 AT1003| DD6649 FALSE RM 1                           34.919 METERS 21601     |
 AT1003| DD6650 FALSE RM 2                           35.106 METERS 33141     |
 AT1003|---------------------------------------------------------------------|
 AT1003
 AT1003                          SUPERSEDED SURVEY CONTROL
 AT1003
 AT1003  NAD 83(1992)-  29 59 27.86007(N)    089 26 32.58274(W) AD(       ) 3
 AT1003  NAD 83(1986)-  29 59 27.86297(N)    089 26 32.58516(W) AD(       ) 3
 AT1003  NAD 27      -  29 59 27.13100(N)    089 26 32.41500(W) AD(       ) 3
 AT1003
 AT1003.Superseded values are not recommended for survey control.
 AT1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1003.See file dsdata.txt to determine how the superseded data were derived.
 AT1003
 AT1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6438020307(NAD 83)
 AT1003_MARKER: DS = TRIANGULATION STATION DISK
 AT1003_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1003_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1003
 AT1003  HISTORY     - Date     Condition        Report By
 AT1003  HISTORY     - 1934     MONUMENTED       CGS
 AT1003  HISTORY     - 1966     MARK NOT FOUND   CGS
 AT1003
 AT1003                          STATION DESCRIPTION
 AT1003
 AT1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1003'STATION IS IN THE MARSH ABOUT 4.3 MILES S OF THE SW SHORE LINE OF
 AT1003'MISSISSIPPI SOUND
 AT1003'AT NINE MILE BAYOU, ON A PROMONTORY OF LAND SW OF
 AT1003'FALSE MOUTH BAY, W OF THE CENTER OF
 AT1003'A LAKE OR BAY WITH A BAYOU
 AT1003'RUNNING NW.  IT IS 60.0 METERS INSHORE FROM W SHORE
 AT1003'LINE OF LAKE.
 AT1003'
 AT1003'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT1003'AT THE CENTER OF
 AT1003'THE TOPS OF 8-INCH TILES, WHICH ARE FASTENED BY
 AT1003'MEANS OF CONCRETE TO THE UPPER END
 AT1003'OF LONG WOODEN PILES DRIVEN INTO
 AT1003'THE MARSH.  MARKS PROJECT ABOUT 1 FOOT ABOVE THE
 AT1003'SURFACE OF MARSH.
 AT1003'
 AT1003'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 AT1003'
 AT1003'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A NEW
 AT1003'DESCRIPTION
 AT1003'FOLLOWS-
 AT1003'
 AT1003'STATION IS IN THE MARSH ABOUT 4.3 MILES S OF THE SW SHORELINE OF
 AT1003'MISSISSIPPI SOUND
 AT1003'AT NINE MILE BAYOU, ON A POINT OF LAND SW OF FALSE
 AT1003'MOUTH BAY, W OF THE CENTER OF A BAY
 AT1003'WITH A BAYOU RUNNING NW.  IT IS
 AT1003'186 FEET FROM SHORELINE N 75 DEG W.
 AT1003'
 AT1003'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN THE CENTER OF A
 AT1003'TILE, STAMPED
 AT1003'FALSE 1934, AND FLUSH WITH THE GROUND.
 AT1003'
 AT1003'R.M. 1 IS A STANDARD DISK SET IN CONCRETE IN THE CENTER OF A TILE,
 AT1003'STAMPED FALSE NO 1
 AT1003'1934, AND FLUSH WITH THE GROUND.
 AT1003'
 AT1003'R.M. 2 IS A STANDARD DISK SET IN CONCRETE IN THE CENTER OF A TILE,
 AT1003'STAMPED FALSE NO 2
 AT1003'1934, AND FLUSH WITH THE GROUND.
 AT1003
 AT1003                          STATION RECOVERY (1966)
 AT1003
 AT1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1003'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 AT1003'FOUND.  THE MARKS
 AT1003'ARE BELIEVED TO BE INTACT BUT THE AREA IS COVERED
 AT1003'BY A FOOT OF WATER AND COARSE GRASS
 AT1003'MAKING SEARCH VERY DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2984 ***********************************************************************
 CQ2984  CBN         -  This is a Cooperative Base Network Control Station.
 CQ2984  DESIGNATION -  FARM
 CQ2984  PID         -  CQ2984
 CQ2984  STATE/COUNTY-  LA/CLAIBORNE
 CQ2984  USGS QUAD   -  HOMER (1986)
 CQ2984
 CQ2984                         *CURRENT SURVEY CONTROL
 CQ2984  ___________________________________________________________________
 CQ2984* NAD 83(1999)-  32 45 20.67786(N)    093 03 23.42486(W)     ADJUSTED  
 CQ2984* NAVD 88     -       108.563  (meters)     356.18   (feet)  ADJUSTED  
 CQ2984  ___________________________________________________________________
 CQ2984  X           -    -286,292.724 (meters)                     COMP
 CQ2984  Y           -  -5,361,611.177 (meters)                     COMP
 CQ2984  Z           -   3,431,253.582 (meters)                     COMP
 CQ2984  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ2984  ELLIP HEIGHT-          82.62  (meters)          (02/12/02) GPS OBS
 CQ2984  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2984  DYNAMIC HT  -         108.443 (meters)     355.78  (feet)  COMP
 CQ2984  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CQ2984
 CQ2984  HORZ ORDER  -  A
 CQ2984  VERT ORDER  -  SECOND    CLASS I
 CQ2984  ELLP ORDER  -  FOURTH    CLASS II
 CQ2984
 CQ2984.The horizontal coordinates were established by GPS observations
 CQ2984.and adjusted by the National Geodetic Survey in May 2001..
 CQ2984
 CQ2984.The orthometric height was determined by differential leveling
 CQ2984.and adjusted by the National Geodetic Survey in September 1998..
 CQ2984.WARNING-GPS observations at this control monument resulted in a GPS
 CQ2984.derived orthometric height which differed from the leveled height by
 CQ2984.more than one decimeter (0.1 meter).
 CQ2984
 CQ2984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2984
 CQ2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2984
 CQ2984.The ellipsoidal height was determined by GPS observations
 CQ2984.and is referenced to NAD 83.
 CQ2984
 CQ2984.The geoid height was determined by GEOID03.
 CQ2984
 CQ2984.The dynamic height is computed by dividing the NAVD 88
 CQ2984.geopotential number by the normal gravity value computed on the
 CQ2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2984.degrees latitude (g = 980.6199 gals.).
 CQ2984
 CQ2984.The modeled gravity was interpolated from observed gravity values.
 CQ2984
 CQ2984;                    North         East     Units Scale Factor Converg.
 CQ2984;SPC LA N     -   250,249.529   947,848.919   MT  1.00002152   -0 17 39.2
 CQ2984;SPC LA N     -   821,027.00  3,109,734.33   sFT  1.00002152   -0 17 39.2
 CQ2984;UTM  15      - 3,624,210.626   494,706.863   MT  0.99960035   -0 01 50.1
 CQ2984
 CQ2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2984!SPC LA N     -   0.99998703  x   1.00002152  =   1.00000855
 CQ2984!UTM  15      -   0.99998703  x   0.99960035  =   0.99958738
 CQ2984
 CQ2984                          SUPERSEDED SURVEY CONTROL
 CQ2984
 CQ2984  ELLIP H (09/21/01)   82.63   (m)                       GP(       ) 4 1
 CQ2984  ELLIP H (05/11/01)   82.56   (m)                       GP(       ) 3 1
 CQ2984  ELLIP H (07/24/97)   82.59   (m)                       GP(       ) 2 1
 CQ2984  ELLIP H (05/09/94)   82.74   (m)                       GP(       ) 4 2
 CQ2984  ELLIP H (12/21/93)   82.74   (m)                       GP(       ) 4 1
 CQ2984  ELLIP H (09/04/92)   82.74   (m)                       GP(       ) 3 1
 CQ2984  NAD 83(1992)-  32 45 20.67794(N)    093 03 23.42533(W) AD(       ) A
 CQ2984  ELLIP H (07/31/92)   82.74   (m)                       GP(       ) 1 1
 CQ2984  NGVD 29 (07/19/86)  108.2    (m)          355.     (f) VERT ANG       
 CQ2984
 CQ2984.Superseded values are not recommended for survey control.
 CQ2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2984.See file dsdata.txt to determine how the superseded data were derived.
 CQ2984
 CQ2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9470724211(NAD 83)
 CQ2984_MARKER: DS = TRIANGULATION STATION DISK
 CQ2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2984_SP_SET: CONCRETE POST
 CQ2984_STAMPING: FARM 1965
 CQ2984_MARK LOGO: CGS   
 CQ2984_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2984+STABILITY: SURFACE MOTION
 CQ2984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2984+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 CQ2984
 CQ2984  HISTORY     - Date     Condition        Report By
 CQ2984  HISTORY     - 1965     MONUMENTED       CGS
 CQ2984  HISTORY     - 1965     GOOD             CGS
 CQ2984  HISTORY     - 1966     GOOD             CGS
 CQ2984  HISTORY     - 1987     GOOD             NGS
 CQ2984  HISTORY     - 19900308 GOOD             NGS
 CQ2984  HISTORY     - 19910925 GOOD             LADTD
 CQ2984  HISTORY     - 19920316 GOOD
 CQ2984  HISTORY     - 19930418 GOOD             LADTD
 CQ2984  HISTORY     - 19950607 GOOD             LADTD
 CQ2984  HISTORY     - 19970311 GOOD             NGS
 CQ2984
 CQ2984                          STATION DESCRIPTION
 CQ2984
 CQ2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2984'STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF ATHENS, ABOUT
 CQ2984'2 MILES SOUTH OF HOMER, ABOUT 3/4 MILE EAST OF THE LOUISIANA
 CQ2984'AND NORTHWEST RAIL ROAD AND ON THE PROPERTY OF THE NORTH
 CQ2984'LOUISIANA HILL FARM EXPERIMENT STATION OF LOUISIANA STATE
 CQ2984'UNIVERSITY.  STATION MARK IS 70 FEET NORTH-NORTHEAST OF THE
 CQ2984'NORTHEAST CORNER OF HAY BARN, 35 FEET SOUTH-WEST OF THE
 CQ2984'APPROXIMATE CENTER OF GRAVEL ROAD, 25-1/2 FEET SOUTH-SOUTHEAST
 CQ2984'OF CENTER OF WIRE GATE AND 5 FEET SOUTH-SOUTHEAST OF FENCE
 CQ2984'POST WITH WITNESS SIGN ATTACHED.  STATION IS LOCATED IN THE NW
 CQ2984'1/4 OF THE NE 1/4 SEC. 2 T. 20 N, R. 7 W.  STATION IS MARKED
 CQ2984'BY A STANDARD DISK CEMENTED IN THE TOP OF A 10 INCH
 CQ2984'CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 CQ2984'SURFACE OF THE GROUND.  THE DISK IS STAMPED FARM 1965.
 CQ2984'
 CQ2984'TO REACH THE STATION FROM THE INTERSECTION OF NORTH MAIN AND
 CQ2984'WEST MAIN STREET AT THE NORTHWEST CORNER OF THE COURTHOUSE
 CQ2984'SQUARE IN HOMER, GO SOUTH ON U.S. HIGHWAY 79 FOR 0.4 MILE TO
 CQ2984'WHERE THE HIGHWAY CURVES RIGHT, ANGLE LEFT ACROSS RAILROAD
 CQ2984'TRACKS AND GO SOUTH ON ROAD AT THE EAST SIDE OF THE HOLLIS
 CQ2984'FARM SUPPLY STORE FOR 2.05 MILES TO A T INTERSECTION.  TURN
 CQ2984'LEFT AND GO 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CQ2984'GO SOUTHERLY FOR 0.2 MILE AND STATION ON THE RIGHT AS
 CQ2984'DESCRIBED.  CONTINUE SOUTHERLY ON GRAVELED ROAD FOR 0.3 MILE
 CQ2984'TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.
 CQ2984'
 CQ2984'AZIMUTH MARK, IS 29 FEET EAST OF THE APPROXIMATE CENTER OF
 CQ2984'GRAVEL ROAD, 1-1/2 FOOT WEST OF FENCELINE, 1-1/2 FOOT WEST
 CQ2984'OF FENCE POST WITH WITNESS SIGN ATTACHED.  IT IS MARKED BY A
 CQ2984'STANDARD DISK CEMENTED IN THE TOP OF A 10 INCH CONCRETE
 CQ2984'CYLINDER MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE
 CQ2984'OF THE GROUND.  THE DIST IS STAMPED FARM 1965.
 CQ2984'
 CQ2984'REFERENCE MARK NO. 1, IS 25 FEET SOUTH-SOUTHEAST OF THE
 CQ2984'APPROXIMATE CENTER OF GRAVELED ROAD AND 1-1/2 FOOT WEST-SOUTHWEST
 CQ2984'OF FENCELINE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN THE
 CQ2984'TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 CQ2984'1 INCH ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 CQ2984'STAMPED FARM NO. 1 1965.
 CQ2984'
 CQ2984'REFERENCE MARK NO. 2, IS 78 FEET EAST OF THE NORTHEAST CORNER
 CQ2984'OF HAY BARN AND 34 FEET WEST OF THE APPROXIMATE CENTER OF
 CQ2984'GRAVEL ROAD.  IT IS MARKED BY A STANDARD DISK CEMENTED IN
 CQ2984'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 CQ2984'1 INCH ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED FARM
 CQ2984'NO. 2 1965.
 CQ2984'
 CQ2984'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 25.80 METERS.
 CQ2984
 CQ2984                          STATION RECOVERY (1965)
 CQ2984
 CQ2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CQ2984'RECOVERED IN GOOD CONDITION.
 CQ2984
 CQ2984                          STATION RECOVERY (1966)
 CQ2984
 CQ2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 CQ2984'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CQ2984
 CQ2984                          STATION RECOVERY (1987)
 CQ2984
 CQ2984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CQ2984'THE STATION IS LOCATED ABOUT TWO MILES SOUTH OF HOMER,
 CQ2984'OWNERSHIP -- NORTH LOUISIANA HILL FARM EXPERIMENT STATION.
 CQ2984'MANAGER, DOCTOR NELSON PHILPOT, PHONE 318-927-2578.
 CQ2984'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE
 CQ2984'SQUARE IN HOMER, GO SOUTH ON U.S. HIGHWAY 79 FOR 0.4
 CQ2984'MILE TO A CURVE RIGHT.  TURN LEFT CROSS RAILROAD, THEN
 CQ2984'RIGHT ON A PAVED ROAD FOR 2.1 MILES TO A TEE
 CQ2984'INTERSECTION.  TURN LEFT GO EAST FOR APPROX. 0.1 MILE
 CQ2984'TO A PAVED ROAD RIGHT.  TURN RIGHT GO SOUTH FOR 0.2 MILE TO STATION
 CQ2984'RIGHT ON HIGHEST GROUND IN AREA.
 CQ2984'THE STATION IS A STANDARD CGS DISK STAMPED--- FARM 1965 ---
 CQ2984'SET INTO THE TOP OF R R-A ROUND CONCRETE MONUMENT/S-A SQUARE
 CQ2984'CONCRETE MONUMENT/I-AN IRREGULAR MASS OF CONCRETE/P-A METAL
 CQ2984'PIPE 30 CM ON SIDE F F-FLUSH.
 CQ2984'LOCATED 35.0 FEET WEST FROM APPROX. CENTER OF A PAVED ROAD,
 CQ2984'30.0 FEET SOUTH SOUTHEAST FROM TEE FENCE JUNCTION POST WITH
 CQ2984'METAL GATE ATTACHED, 2.0 FEET EAST OF A METAL WITNESS POST
 CQ2984'AND SIGN, SET IN N.S. FENCE LINE.
 CQ2984
 CQ2984                          STATION RECOVERY (1990)
 CQ2984
 CQ2984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CQ2984'RECOVERED IN GOOD CONDITION.
 CQ2984
 CQ2984                          STATION RECOVERY (1991)
 CQ2984
 CQ2984'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CQ2984'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTHEAST OF MINDEN,
 CQ2984'7.0 MI (11.3 KM) NORTH-NORTHWEST OF ATHENS AND 2.0 MI (3.2 KM) SOUTH
 CQ2984'OF HOMER. OWNERSHIP--NORTH LOUISIANA HILL FARM EXPERIMENT STATION OF
 CQ2984'THE LOUISIANA STATE UNIVERSITY.
 CQ2984'TO REACH THE STATION FROM THE COURTHOUSE IN HOMER GO SOUTH FOR 0.4 MI
 CQ2984'(0.6 KM) ON U.S. HIGHWAY 79 TO WHERE THE HIGHWAY CURVES RIGHT, ANGLE
 CQ2984'LEFT ACROSS THE RAILROAD TRACKS AND GO SOUTH FOR 2.0 MI (3.2 KM) ON
 CQ2984'LYONS HILL RD TO A T-ROAD INTERSECTION, TURN LEFT AND GO EAST FOR
 CQ2984'0.05 MI (0.08 KM) ON A PAVED ROAD TO A SIDE ROAD JUNCTION, TURN RIGHT
 CQ2984'AND GO SOUTH FOR 0.2 MI (0.3 KM) ON A PAVED ROAD TO THE STATION SET
 CQ2984'ON THE RIGHT.
 CQ2984'THE STATION IS 31.0 FT (9.4 M) WEST FROM THE CENTER OF THE HIGHWAY,
 CQ2984'24.0 FT (7.3 M) SOUTH-SOUTHEAST FROM THE CENTER OF A METAL GATE, 2.0
 CQ2984'FT (0.6 M) EAST FROM A COMBINATION NET AND BARBED WIRE FENCE, 2.0 FT
 CQ2984'(0.6 M) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST, 1.5 FT
 CQ2984'(0.5 M) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH
 CQ2984'THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE
 CQ2984'HIGHWAY.
 CQ2984
 CQ2984                          STATION RECOVERY (1992)
 CQ2984
 CQ2984'RECOVERED 1992
 CQ2984'RECOVERED IN GOOD CONDITION.
 CQ2984
 CQ2984                          STATION RECOVERY (1993)
 CQ2984
 CQ2984'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 CQ2984'RECOVERED IN GOOD CONDITION.
 CQ2984
 CQ2984                          STATION RECOVERY (1995)
 CQ2984
 CQ2984'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ2984'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF HOMER, 7.0 MI
 CQ2984'(11.3 KM) NORTH-NORTHWEST OF ATHENS AND 16.0 MI (25.7 KM) NORTHEAST OF
 CQ2984'MINDEN.  OWNERSHIP--NORTH LOUISIANA HILL FARM EXPERIMENT STATION OF
 CQ2984'THE LOUISIANA STATE UNIVERSITY.  TO REACH THE STATION FROM THE
 CQ2984'COURTHOUSE IN HOMER GO SOUTH FOR 0.4 MI (0.6 KM) ON U.  S.  HIGHWAY 79
 CQ2984'TO WHERE THE HIGHWAY CURVES RIGHT, ANGLE LEFT ACROSS THE RAILROAD
 CQ2984'TRACKS AND GO SOUTH FOR 2.0 MI (3.2 KM) ON LYONS HILL ROAD TO A T-ROAD
 CQ2984'INTERSECTION, TURN LEFT AND GO EAST FOR 0.05 MI (0.08 KM) ON A PAVED
 CQ2984'ROAD TO A SIDE ROAD JUNCTION, TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3
 CQ2984'KM) ON A PAVED ROAD TO THE STATION SET ON THE RIGHT.  THE STATION IS
 CQ2984'31.0 FT (9.4 M) WEST FROM THE CENTER OF THE ROAD, 25.0 FT (7.6 M)
 CQ2984'SOUTH-SOUTHEAST FROM THE CENTER OF A PIPE GATE, 2.0 FT (0.6 M) EAST
 CQ2984'FROM A COMBINATION NET AND BARBED WIRE FENCE, 1.5 FT (0.5 M) EAST FROM
 CQ2984'A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE
 CQ2984'AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF THE ROAD.
 CQ2984
 CQ2984                          STATION RECOVERY (1997)
 CQ2984
 CQ2984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 CQ2984'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8820 ***********************************************************************
 AE8820  DESIGNATION -  FARM AZ MK
 AE8820  PID         -  AE8820
 AE8820  STATE/COUNTY-  LA/CLAIBORNE
 AE8820  USGS QUAD   -  HOMER (1986)
 AE8820
 AE8820                         *CURRENT SURVEY CONTROL
 AE8820  ___________________________________________________________________
 AE8820* NAD 83(1986)-  32 45 07.     (N)    093 03 24.     (W)     SCALED    
 AE8820* NAVD 88     -       104.692  (meters)     343.48   (feet)  ADJUSTED  
 AE8820  ___________________________________________________________________
 AE8820  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AE8820  DYNAMIC HT  -         104.576 (meters)     343.10  (feet)  COMP
 AE8820  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 AE8820
 AE8820  VERT ORDER  -  SECOND    CLASS I
 AE8820
 AE8820.The horizontal coordinates were scaled from a topographic map and have
 AE8820.an estimated accuracy of +/- 6 seconds.
 AE8820
 AE8820.The orthometric height was determined by differential leveling
 AE8820.and adjusted by the National Geodetic Survey in September 1998..
 AE8820
 AE8820.The geoid height was determined by GEOID03.
 AE8820
 AE8820.The dynamic height is computed by dividing the NAVD 88
 AE8820.geopotential number by the normal gravity value computed on the
 AE8820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8820.degrees latitude (g = 980.6199 gals.).
 AE8820
 AE8820.The modeled gravity was interpolated from observed gravity values.
 AE8820
 AE8820;                    North         East    Units  Estimated Accuracy
 AE8820;SPC LA N     -   249,830.      947,830.      MT  (+/- 180 meters Scaled)
 AE8820
 AE8820                          SUPERSEDED SURVEY CONTROL
 AE8820
 AE8820.No superseded survey control is available for this station.
 AE8820
 AE8820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS946237(NAD 83)
 AE8820_MARKER: DZ = AZIMUTH MARK DISK
 AE8820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8820_STAMPING: FARM 1965
 AE8820_MARK LOGO: CGS   
 AE8820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8820+STABILITY: SURFACE MOTION
 AE8820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8820+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 AE8820
 AE8820  HISTORY     - Date     Condition        Report By
 AE8820  HISTORY     - 1965     MONUMENTED       CGS
 AE8820  HISTORY     - 19950607 GOOD             LADTD
 AE8820  HISTORY     - 20050109 SEE DESCRIPTION  LASU
 AE8820
 AE8820                          STATION DESCRIPTION
 AE8820
 AE8820'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AE8820'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF HOMER, 6.5 MI
 AE8820'(10.5 KM) NORTH-NORTHWEST OF ATHENS AND 15.5 MI (24.9 KM) NORTHEAST OF
 AE8820'MINDEN.  OWNERSHIP--NORTH LOUISIANA HILL FARM EXPERIMENT STATION OF
 AE8820'THE LOUISIANA STATE UNIVERSITY.  TO REACH THE STATION FROM THE
 AE8820'COURTHOUSE IN HOMER GO SOUTH FOR 0.4 MI (0.6 KM) ON U.  S.  HIGHWAY 79
 AE8820'TO WHERE THE HIGHWAY CURVERS RIGHT, ANGLE LEFT ACROSS THE RAILROAD
 AE8820'TRACKS AND GO SOUTH FOR 2.0 MI (3.2 KM) ON LYONS HILL ROAD TO A T-ROAD
 AE8820'INTERSECTION, TURN LEFT AND GO EAST FOR 0.05 MI (0.08 KM) ON A PAVED
 AE8820'ROAD TO A SIDE ROAD JUNCTION, TURN RIGHT AND GO SOUTH FOR 0.55 MI
 AE8820'(0.89 KM) ON THE PAVED ROAD TO THE STATION ON THE LEFT SET NEAR A
 AE8820'CATTLE GUARD.  THE STATION IS 28.0 FT (8.5 M) EAST FROM THE CENTER OF
 AE8820'THE ROAD, 14.5 FT (4.4 M) SOUTH FROM THE CENTER OF THE CATTLE GUARD,
 AE8820'1.5 FT (0.5 M) WEST FROM A COMBINATION NET AND BARBED WIRE FENCE, 1.0
 AE8820'FT (0.3 M) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH
 AE8820'WITH THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF
 AE8820'THE ROAD.
 AE8820
 AE8820                          STATION RECOVERY (2005)
 AE8820
 AE8820'RECOVERY NOTE BY LOUISIANA STATE UNIVERSITY 2005 (WAN)
 AE8820'THE STATION IS LOCATED IN AN AREA THAT IS DUE FOR LANDSCAPING
 AE8820'AND THE MARKER MAY BE DISTURBED OR LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8818 ***********************************************************************
 AE8818  DESIGNATION -  FARM RM 1
 AE8818  PID         -  AE8818
 AE8818  STATE/COUNTY-  LA/CLAIBORNE
 AE8818  USGS QUAD   -  HOMER (1986)
 AE8818
 AE8818                         *CURRENT SURVEY CONTROL
 AE8818  ___________________________________________________________________
 AE8818* NAD 83(1986)-  32 45 22.     (N)    093 03 24.     (W)     SCALED    
 AE8818* NAVD 88     -       108.560  (meters)     356.17   (feet)  ADJUSTED  
 AE8818  ___________________________________________________________________
 AE8818  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AE8818  DYNAMIC HT  -         108.439 (meters)     355.77  (feet)  COMP
 AE8818  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 AE8818
 AE8818  VERT ORDER  -  SECOND    CLASS I
 AE8818
 AE8818.The horizontal coordinates were scaled from a topographic map and have
 AE8818.an estimated accuracy of +/- 6 seconds.
 AE8818
 AE8818.The orthometric height was determined by differential leveling
 AE8818.and adjusted by the National Geodetic Survey in September 1998..
 AE8818
 AE8818.The geoid height was determined by GEOID03.
 AE8818
 AE8818.The dynamic height is computed by dividing the NAVD 88
 AE8818.geopotential number by the normal gravity value computed on the
 AE8818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8818.degrees latitude (g = 980.6199 gals.).
 AE8818
 AE8818.The modeled gravity was interpolated from observed gravity values.
 AE8818
 AE8818;                    North         East    Units  Estimated Accuracy
 AE8818;SPC LA N     -   250,290.      947,830.      MT  (+/- 180 meters Scaled)
 AE8818
 AE8818                          SUPERSEDED SURVEY CONTROL
 AE8818
 AE8818.No superseded survey control is available for this station.
 AE8818
 AE8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS946242(NAD 83)
 AE8818_MARKER: DR = REFERENCE MARK DISK
 AE8818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8818_STAMPING: FARM NO 1 1965
 AE8818_MARK LOGO: CGS   
 AE8818_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8818+STABILITY: SURFACE MOTION
 AE8818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8818+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 AE8818
 AE8818  HISTORY     - Date     Condition        Report By
 AE8818  HISTORY     - 1965     MONUMENTED       CGS
 AE8818  HISTORY     - 19950607 GOOD             LADTD
 AE8818
 AE8818                          STATION DESCRIPTION
 AE8818
 AE8818'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AE8818'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF HOMER, 7.0 MI
 AE8818'(11.3 KM) NORTH-NORTHWEST OF ATHENS AND 16.0 MI (25.7 KM) NORTHEAST OF
 AE8818'MINDEN.  OWNERSHIP--NORTH LOUISIANA HILL FARM EXPERIMENT STATION OF
 AE8818'THE LOUISIANA STATE UNIVERSITY.  TO REACH THE STATION FROM THE
 AE8818'COURTHOUSE IN HOMER GO SOUTH FOR 0.4 MI (0.6 KM) ON U.  S.  HIGHWAY 79
 AE8818'TO WHERE THE HIGHWAY CURVES RIGHT, ANGLE LEFT ACROSS THE RAILROAD
 AE8818'TRACKS AND GO SOUTH FOR 2.0 MI (3.2 KM) ON LYONS HILL ROAD TO A T-ROAD
 AE8818'INTERSECTION, TURN LEFT AND GO EAST FOR 0.05 ON A PAVED ROAD TO A SIDE
 AE8818'ROAD JUNCTION, TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM) ON A PAVED
 AE8818'ROAD TO THE STATION SET ON THE LEFT.  THE STATION IS 64.0 FT (19.5 M)
 AE8818'EAST FROM A NORTH GATE POST AND FENCE T-JUNCTION, 27.5 FT (8.4 M) EAST
 AE8818'FROM THE CENTER OF THE ROAD, 1.5 FT (0.5 M) SOUTHWEST FROM THE SOUTH
 AE8818'BARCE POST IN A FENCE LINE, 1.5 FT (0.5 M) WEST FROM A COMBINATION NET
 AE8818'AND BARBED WIRE FENCE, FLUSH WITH THE GROUND SURFACE AND ABOUT 1.0 FT
 AE8818'(0.3 M) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8819 ***********************************************************************
 AE8819  DESIGNATION -  FARM RM 2
 AE8819  PID         -  AE8819
 AE8819  STATE/COUNTY-  LA/CLAIBORNE
 AE8819  USGS QUAD   -  HOMER (1986)
 AE8819
 AE8819                         *CURRENT SURVEY CONTROL
 AE8819  ___________________________________________________________________
 AE8819* NAD 83(1986)-  32 45 22.     (N)    093 03 24.     (W)     SCALED    
 AE8819* NAVD 88     -       107.859  (meters)     353.87   (feet)  ADJUSTED  
 AE8819  ___________________________________________________________________
 AE8819  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AE8819  DYNAMIC HT  -         107.739 (meters)     353.47  (feet)  COMP
 AE8819  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 AE8819
 AE8819  VERT ORDER  -  SECOND    CLASS I
 AE8819
 AE8819.The horizontal coordinates were scaled from a topographic map and have
 AE8819.an estimated accuracy of +/- 6 seconds.
 AE8819
 AE8819.The orthometric height was determined by differential leveling
 AE8819.and adjusted by the National Geodetic Survey in September 1998..
 AE8819
 AE8819.The geoid height was determined by GEOID03.
 AE8819
 AE8819.The dynamic height is computed by dividing the NAVD 88
 AE8819.geopotential number by the normal gravity value computed on the
 AE8819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8819.degrees latitude (g = 980.6199 gals.).
 AE8819
 AE8819.The modeled gravity was interpolated from observed gravity values.
 AE8819
 AE8819;                    North         East    Units  Estimated Accuracy
 AE8819;SPC LA N     -   250,290.      947,830.      MT  (+/- 180 meters Scaled)
 AE8819
 AE8819                          SUPERSEDED SURVEY CONTROL
 AE8819
 AE8819.No superseded survey control is available for this station.
 AE8819
 AE8819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS946242(NAD 83)
 AE8819_MARKER: DR = REFERENCE MARK DISK
 AE8819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8819_STAMPING: FARM NO 2 1965
 AE8819_MARK LOGO: CGS   
 AE8819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8819+STABILITY: SURFACE MOTION
 AE8819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8819+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 AE8819
 AE8819  HISTORY     - Date     Condition        Report By
 AE8819  HISTORY     - 1965     MONUMENTED       CGS
 AE8819  HISTORY     - 19950607 GOOD             LADTD
 AE8819
 AE8819                          STATION DESCRIPTION
 AE8819
 AE8819'DESCRIBED BY LA TRANSP AND DEV 1995 (TLH)
 AE8819'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF HOMER, 7.0 MI
 AE8819'(11.3 KM) NORTH-NORTHWEST OF ATHENS AND 16.0 MI (25.7 KM) NORTHEAST OF
 AE8819'MINDEN.  OWNERSHIP--NORTH LOUISIANA HILL FARM EXPERIMENT STATION OF
 AE8819'THE LOUISIANA STATE UNIVERSITY.  TO REACH THE STATION FROM THE
 AE8819'COURTHOUSE IN HOMER GO SOUTH FOR 0.4 MI (0.6 KM) ON U.  S.  HIGHWAY 79
 AE8819'TO WHERE THE HIGHWAY CURVES RIGHT, ANGLE LEFT ACROSS THE RAILROAD
 AE8819'TRACKS AND GO SOUTH FOR 2.0 MI (3.2 KM) ON LYONS HILL ROAD TO A T-ROAD
 AE8819'INTERSECTION, TURN LEFT AND GO EAST FOR 0.05 MI (0.08 KM) ON A PAVED
 AE8819'ROAD TO A SIDE ROAD JUNCTION, TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3
 AE8819'KM) ON A PAVED ROAD TO THE STATION SET ON THE RIGHT.  THE STATION IS
 AE8819'99.0 FT (30.2 M) SOUTH FROM THE CENTER OF A PIPE GATE, 74.0 FT (22.6
 AE8819'M) SOUTH FROM A WITNESS POST AT STATION FARM, 30.0 FT (9.1 M) WEST
 AE8819'FROM THE CENTER OF THE ROAD, 2.0 FT (0.6 M) EAST FROM A COMBINATION
 AE8819'NET AND BARBED WIRE FENCE, FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0
 AE8819'FT (0.6 M) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0203 ***********************************************************************
 CQ0203  DESIGNATION -  FARMERVILLE
 CQ0203  PID         -  CQ0203
 CQ0203  STATE/COUNTY-  LA/UNION
 CQ0203  USGS QUAD   -  FARMERVILLE (1988)
 CQ0203
 CQ0203                         *CURRENT SURVEY CONTROL
 CQ0203  ___________________________________________________________________
 CQ0203* NAD 83(1986)-  32 46 30.     (N)    092 24 18.     (W)     SCALED    
 CQ0203* NAVD 88     -        53.099  (meters)     174.21   (feet)  ADJUSTED  
 CQ0203  ___________________________________________________________________
 CQ0203  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ0203  DYNAMIC HT  -          53.041 (meters)     174.02  (feet)  COMP
 CQ0203  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CQ0203
 CQ0203  VERT ORDER  -  SECOND    CLASS 0
 CQ0203
 CQ0203.The horizontal coordinates were scaled from a topographic map and have
 CQ0203.an estimated accuracy of +/- 6 seconds.
 CQ0203
 CQ0203.The orthometric height was determined by differential leveling
 CQ0203.and adjusted by the National Geodetic Survey in June 1991..
 CQ0203
 CQ0203.The geoid height was determined by GEOID03.
 CQ0203
 CQ0203.The dynamic height is computed by dividing the NAVD 88
 CQ0203.geopotential number by the normal gravity value computed on the
 CQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0203.degrees latitude (g = 980.6199 gals.).
 CQ0203
 CQ0203.The modeled gravity was interpolated from observed gravity values.
 CQ0203
 CQ0203;                    North         East    Units  Estimated Accuracy
 CQ0203;SPC LA N     -   252,260.    1,008,900.      MT  (+/- 180 meters Scaled)
 CQ0203
 CQ0203                          SUPERSEDED SURVEY CONTROL
 CQ0203
 CQ0203  NGVD 29 (??/??/??)   53.191  (m)          174.51   (f) ADJUSTED    2 0
 CQ0203
 CQ0203.Superseded values are not recommended for survey control.
 CQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0203.See file dsdata.txt to determine how the superseded data were derived.
 CQ0203
 CQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS557265(NAD 83)
 CQ0203_MARKER: DB = BENCH MARK DISK
 CQ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0203_STAMPING: FARMERVILLE 1934
 CQ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0203+STABILITY: SURFACE MOTION
 CQ0203
 CQ0203  HISTORY     - Date     Condition        Report By
 CQ0203  HISTORY     - 1934     MONUMENTED       CGS
 CQ0203  HISTORY     - 1975     GOOD             LADTD
 CQ0203  HISTORY     - 1988     GOOD             USPSQD
 CQ0203  HISTORY     - 1990     GOOD             USPSQD
 CQ0203  HISTORY     - 19970211 GOOD             USPSQD
 CQ0203  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ0203
 CQ0203                          STATION DESCRIPTION
 CQ0203
 CQ0203'DESCRIBED BY LA TRANSP AND DEV 1975
 CQ0203'IN FARMERVILLE.
 CQ0203'LOCATED IN THE FRONT LAWN OF THE UNION PARISH POLICE JURY BUILDING AT
 CQ0203'FARMERVILLE, 166 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE UNION
 CQ0203'PARISH COURTHOUSE, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 CQ0203'WATER AND WASHINGTON STREETS, 38.5 FEET SOUTH OF THE CENTERLINE OF
 CQ0203'WATER STREET AND 34 FEET EAST OF THE CENTERLINE OF WASHINGTON STREET
 CQ0203'AND 23.8 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE UNION PARISH
 CQ0203'POLICE JURY BUILDING.  IT IS A USC AND GS B.M. DISK STAMPED
 CQ0203'FARMERVILLE 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CQ0203'GROUND.
 CQ0203
 CQ0203                          STATION RECOVERY (1988)
 CQ0203
 CQ0203'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0203'RECOVERED IN GOOD CONDITION.
 CQ0203
 CQ0203                          STATION RECOVERY (1990)
 CQ0203
 CQ0203'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 CQ0203'RECOVERED IN GOOD CONDITION.
 CQ0203
 CQ0203                          STATION RECOVERY (1997)
 CQ0203
 CQ0203'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0203'RECOVERED IN GOOD CONDITION.
 CQ0203
 CQ0203                          STATION RECOVERY (2005)
 CQ0203
 CQ0203'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 CQ0203'MARK NOT FOUND. NEW BRICKWORK CONST. AT MARK LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3390 ***********************************************************************
 CQ3390  CBN         -  This is a Cooperative Base Network Control Station.
 CQ3390  DESIGNATION -  FARMERVILLE
 CQ3390  PID         -  CQ3390
 CQ3390  STATE/COUNTY-  LA/UNION
 CQ3390  USGS QUAD   -  POINT (1994)
 CQ3390
 CQ3390                         *CURRENT SURVEY CONTROL
 CQ3390  ___________________________________________________________________
 CQ3390* NAD 83(1992)-  32 43 20.56200(N)    092 20 11.71002(W)     ADJUSTED  
 CQ3390* NAVD 88     -        36.1    (meters)     118.     (feet)  GPS OBS   
 CQ3390  ___________________________________________________________________
 CQ3390  X           -    -218,982.420 (meters)                     COMP
 CQ3390  Y           -  -5,366,723.740 (meters)                     COMP
 CQ3390  Z           -   3,428,101.979 (meters)                     COMP
 CQ3390  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CQ3390  ELLIP HEIGHT-          10.21  (meters)          (02/12/02) GPS OBS
 CQ3390  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ3390
 CQ3390  HORZ ORDER  -  B
 CQ3390  ELLP ORDER  -  FOURTH    CLASS II
 CQ3390
 CQ3390.This mark is at Farmerville Airport (F87)
 CQ3390
 CQ3390.The horizontal coordinates were established by GPS observations
 CQ3390.and adjusted by the National Geodetic Survey in September 1992..
 CQ3390
 CQ3390.The orthometric height was determined by GPS observations and a
 CQ3390.high-resolution geoid model.
 CQ3390
 CQ3390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3390
 CQ3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3390
 CQ3390.The ellipsoidal height was determined by GPS observations
 CQ3390.and is referenced to NAD 83.
 CQ3390
 CQ3390.The geoid height was determined by GEOID03.
 CQ3390
 CQ3390;                    North         East     Units Scale Factor Converg.
 CQ3390;SPC LA N     -   246,426.881 1,015,319.397   MT  1.00001318   +0 05 11.0
 CQ3390;SPC LA N     -   808,485.53  3,331,093.72   sFT  1.00001318   +0 05 11.0
 CQ3390;UTM  15      - 3,620,705.025   562,167.302   MT  0.99964765   +0 21 31.1
 CQ3390
 CQ3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3390!SPC LA N     -   0.99999840  x   1.00001318  =   1.00001158
 CQ3390!UTM  15      -   0.99999840  x   0.99964765  =   0.99964605
 CQ3390
 CQ3390:                Primary Azimuth Mark                     Grid Az
 CQ3390:SPC LA N     -  FARMERVILLE AZ MK                        343 56 55.0
 CQ3390:UTM  15      -  FARMERVILLE AZ MK                        343 40 34.9
 CQ3390
 CQ3390|---------------------------------------------------------------------|
 CQ3390| PID    Reference Object                     Distance      Geod. Az  |
 CQ3390|                                                           dddmmss.s |
 CQ3390| CQ3389 FARMERVILLE AZ MK                   APPROX. 0.6 KM 3440206.0 |
 CQ3390|---------------------------------------------------------------------|
 CQ3390
 CQ3390                          SUPERSEDED SURVEY CONTROL
 CQ3390
 CQ3390  ELLIP H (01/21/93)   10.29   (m)                       GP(       ) 4 2
 CQ3390  ELLIP H (09/10/92)   10.29   (m)                       GP(       ) 4 1
 CQ3390  NAD 83(1986)-  32 43 20.57667(N)    092 20 11.70144(W) AD(       ) 3
 CQ3390  NAD 27      -  32 43 20.08223(N)    092 20 11.19476(W) AD(       ) 3
 CQ3390  NGVD 29 (11/20/87)   36.5    (m)          120.     (f) GPS OBS        
 CQ3390
 CQ3390.Superseded values are not recommended for survey control.
 CQ3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3390.See file dsdata.txt to determine how the superseded data were derived.
 CQ3390
 CQ3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6216720705(NAD 83)
 CQ3390_MARKER: DH = HORIZONTAL CONTROL DISK
 CQ3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3390_SP_SET: CONCRETE POST
 CQ3390_STAMPING: FARMERVILLE 1986
 CQ3390_MARK LOGO: NGS   
 CQ3390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3390+STABILITY: SURFACE MOTION
 CQ3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3390+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1992
 CQ3390
 CQ3390  HISTORY     - Date     Condition        Report By
 CQ3390  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3390  HISTORY     - 1986     GOOD             LADTD
 CQ3390  HISTORY     - 19861231 GOOD             LADTD
 CQ3390  HISTORY     - 19870424 GOOD
 CQ3390  HISTORY     - 19911001 GOOD             LADTD
 CQ3390  HISTORY     - 19920310 GOOD
 CQ3390  HISTORY     - 19921209 GOOD             LADTD
 CQ3390
 CQ3390                          STATION DESCRIPTION
 CQ3390
 CQ3390'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3390'THE STATION IS LOCATED ABOUT 8.1 KM (5 MI) SOUTHEAST OF
 CQ3390'FARMERVILLE, AT THE FARMERVILLE AIRPORT, NEAR AN AIRPORT POWER
 CQ3390'SUPPLY BOX FOR A VASI AND IS LOCATED AT THE TAXIWAY JUST EAST OF
 CQ3390'THE OFFICE BUILDING AT THE FARMERVILLE AIRPORT.
 CQ3390'OWNERSHIP--UNION PARISH POLICE JURY. FOR ENTRANCE INTO THE AIRPORT
 CQ3390'CONTACT MR. GLEN BARRON, TELEPHONE- 318-368-2981
 CQ3390'
 CQ3390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2, 15 AND
 CQ3390'33 IN FARMERVILLE GO EAST ON STATE HIGHWAY 2 FOR 5.8 KM (3.6 MI) TO
 CQ3390'PARISH ROAD 7713, TURN RIGHT, SOUTH, ON THE PARISH ROAD FOR 4.0 KM
 CQ3390'(2.5 MI) TO A PAVED ROAD INTO THE AIRPORT, GO EAST ON A PAVED ROAD
 CQ3390'FOR 0.2 KM (0.1 MI) TO AN ENTRANCE GATE, CONTINUE EAST THROUGH THE
 CQ3390'GATE ALONG A TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 CQ3390'RIGHT.
 CQ3390'
 CQ3390'THE STATION IS A STANDARD NGS DISK
 CQ3390'STAMPED---FARMERVILLE 1986---,
 CQ3390'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3390'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CQ3390'49.4 METERS (162 FT) NORTH FROM THE NORTHEAST CORNER OF A METAL
 CQ3390'HANGER,
 CQ3390'25.6 METERS (84 FT) WEST-SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 CQ3390'16.6 METERS (54.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 CQ3390'TAXIWAY,
 CQ3390'15.5 METERS (51 FT) NORTHWEST FROM A POWER SUPPLY BOX FOR VASI, AND
 CQ3390'0.6 METER (2 FT) EAST-NORTHEAST FROM A WITNESS POST
 CQ3390'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3390'STAMPED---FARMERVILLE 1986---,
 CQ3390'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3390'
 CQ3390'DESCRIBED BY R.D.B., TYPED BY W.J.R.
 CQ3390
 CQ3390                          STATION RECOVERY (1986)
 CQ3390
 CQ3390'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ3390'RECOVERED IN GOOD CONDITION.
 CQ3390
 CQ3390                          STATION RECOVERY (1986)
 CQ3390
 CQ3390'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 CQ3390'RECOVERED AS DESCRIBED.
 CQ3390
 CQ3390                          STATION RECOVERY (1987)
 CQ3390
 CQ3390'RECOVERED 1987
 CQ3390'RECOVERED IN GOOD CONDITION.
 CQ3390
 CQ3390                          STATION RECOVERY (1991)
 CQ3390
 CQ3390'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CQ3390'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTHWEST OF MONROE,
 CQ3390'16.0 MI (25.7 KM) NORTHEAST OF RUSTON AND 5.0 MI (8.0 KM) SOUTHEAST
 CQ3390'OF FARMERVILLE, AT THE FARMERVILLE AIRPORT, JUST EAST OF THE OFFICE
 CQ3390'BUILDING.  OWNERSHIP--CITY OF FARMERVILLE--CONTACT MR. GLENN BARRON
 CQ3390'AT 504-368-2981.
 CQ3390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2, 15 AND 33
 CQ3390'IN FARMERVILLE, GO EAST FOR 3.6 MI (5.8 KM) ON HIGHWAY 2 TO THE
 CQ3390'JUNCTION WITH PARISH ROAD 7713, TURN RIGHT AND GO SOUTH FOR 2.5 MI
 CQ3390'(4.0 KM) ON THE PARISH ROAD TO THE JUNCTION WITH A PAVED ROAD LEADING
 CQ3390'INTO THE AIRPORT, TURN LEFT AND GO EAST FOR 0.1 MI (0.2 KM) ON THE
 CQ3390'PAVED ROAD TO THE AIRPORT ENTRANCE GATE, CONTINUE EAST FOR 0.05 MI
 CQ3390'(0.08 KM) THROUGH THE GATE ALONG THE TAXIWAY TO THE STATION SET ON
 CQ3390'THE RIGHT.
 CQ3390'THE STATION IS 281.2 FT (85.7 M) NORTHEAST FROM THE NORTHEAST CORNER
 CQ3390'OF A METAL HANGER, 85.0 FT (25.9 M) WEST-SOUTHWEST FROM THE CENTER OF
 CQ3390'THE RUNWAY, 54.5 FT (16.6 M) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 CQ3390'TAXIWAY, 51.0 FT (15.5 M) NORTHWEST FROM A POWER SUPPLY BOX FOR VASI,
 CQ3390'2.0 FT (0.6 M) EAST-NORTHEAST FROM A WITNESS POST, FLUSH WITH THE
 CQ3390'GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 CQ3390
 CQ3390                          STATION RECOVERY (1992)
 CQ3390
 CQ3390'RECOVERED 1992
 CQ3390'RECOVERED IN GOOD CONDITION.
 CQ3390
 CQ3390                          STATION RECOVERY (1992)
 CQ3390
 CQ3390'RECOVERY NOTE BY LA TRANSP AND DEV 1992 (RAH)
 CQ3390'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3389 ***********************************************************************
 CQ3389  DESIGNATION -  FARMERVILLE AZ MK
 CQ3389  PID         -  CQ3389
 CQ3389  STATE/COUNTY-  LA/UNION
 CQ3389  USGS QUAD   -  POINT (1994)
 CQ3389
 CQ3389                         *CURRENT SURVEY CONTROL
 CQ3389  ___________________________________________________________________
 CQ3389* NAD 83(1992)-  32 43 39.17385(N)    092 20 18.00932(W)     ADJUSTED  
 CQ3389* NAVD 88     -        35.8    (meters)     117.     (feet)  VERTCON   
 CQ3389  ___________________________________________________________________
 CQ3389  X           -    -219,133.654 (meters)                     COMP
 CQ3389  Y           -  -5,366,406.899 (meters)                     COMP
 CQ3389  Z           -   3,428,584.030 (meters)                     COMP
 CQ3389  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CQ3389  ELLIP HEIGHT-           9.67  (meters)          (01/02/04) GPS OBS
 CQ3389  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ3389
 CQ3389  HORZ ORDER  -  THIRD
 CQ3389  ELLP ORDER  -  FOURTH    CLASS II
 CQ3389
 CQ3389.This mark is at Farmerville Airport (F87)
 CQ3389
 CQ3389.The horizontal coordinates were established by GPS observations
 CQ3389.and adjusted by the National Geodetic Survey in January 1993..
 CQ3389
 CQ3389.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3389
 CQ3389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3389
 CQ3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3389
 CQ3389.The ellipsoidal height was determined by GPS observations
 CQ3389.and is referenced to NAD 83.
 CQ3389
 CQ3389.The geoid height was determined by GEOID03.
 CQ3389
 CQ3389;                    North         East     Units Scale Factor Converg.
 CQ3389;SPC LA N     -   246,999.989 1,015,154.504   MT  1.00001445   +0 05 07.7
 CQ3389;SPC LA N     -   810,365.80  3,330,552.74   sFT  1.00001445   +0 05 07.7
 CQ3389;UTM  15      - 3,621,277.133   561,999.750   MT  0.99964740   +0 21 27.9
 CQ3389
 CQ3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3389!SPC LA N     -   0.99999848  x   1.00001445  =   1.00001293
 CQ3389!UTM  15      -   0.99999848  x   0.99964740  =   0.99964588
 CQ3389
 CQ3389:                Primary Azimuth Mark                     Grid Az
 CQ3389:SPC LA N     -  FARMERVILLE                              163 56 54.9
 CQ3389:UTM  15      -  FARMERVILLE                              163 40 34.7
 CQ3389
 CQ3389|---------------------------------------------------------------------|
 CQ3389| PID    Reference Object                     Distance      Geod. Az  |
 CQ3389|                                                           dddmmss.s |
 CQ3389| CQ3390 FARMERVILLE                         APPROX. 0.6 KM 1640202.6 |
 CQ3389|---------------------------------------------------------------------|
 CQ3389
 CQ3389                          SUPERSEDED SURVEY CONTROL
 CQ3389
 CQ3389  ELLIP H (01/21/93)    9.76   (m)                       GP(       ) 4 2
 CQ3389  NAD 83(1986)-  32 43 39.18847(N)    092 20 18.00073(W) AD(       ) 3
 CQ3389  NAD 27      -  32 43 38.69450(N)    092 20 17.49385(W) AD(       ) 3
 CQ3389  NGVD 29 (11/20/87)   35.9    (m)          118.     (f) GPS OBS        
 CQ3389
 CQ3389.Superseded values are not recommended for survey control.
 CQ3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3389.See file dsdata.txt to determine how the superseded data were derived.
 CQ3389
 CQ3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6200021277(NAD 83)
 CQ3389_MARKER: DZ = AZIMUTH MARK DISK
 CQ3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3389_SP_SET: CONCRETE POST
 CQ3389_STAMPING: FARMERVILLE 1986
 CQ3389_MARK LOGO: NGS   
 CQ3389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3389+STABILITY: SURFACE MOTION
 CQ3389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3389+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1987
 CQ3389
 CQ3389  HISTORY     - Date     Condition        Report By
 CQ3389  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3389  HISTORY     - 19861231 GOOD             LADTD
 CQ3389  HISTORY     - 19870424 GOOD
 CQ3389
 CQ3389                          STATION DESCRIPTION
 CQ3389
 CQ3389'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3389'THE STATION IS LOCATED ABOUT 8.1 KM (5 MI) SOUTHEAST OF
 CQ3389'FARMERVILLE, AT THE FARMERVILLE AIRPORT, NEAR A SEWAGE POND, AND
 CQ3389'NEAR THE NORTH END OF THE RUNWAY.
 CQ3389'OWNERSHIP--UNION PARISH POLICE JURY. FOR ENTRANCE INTO THE AIRPORT
 CQ3389'CONTACT MR. GLEN BARRON, TELEPHONE- 318-368-2981.
 CQ3389'
 CQ3389'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 2, 15,
 CQ3389'AND 33 IN FARMERVILLE, GO EAST ON HIGHWAY 2 FOR 5.8 KM (3.6 MI) TO
 CQ3389'PARISH ROAD 7713, TURN RIGHT, SOUTH, ON THE PARISH ROAD FOR 4.0 KM
 CQ3389'(2.5 MI) TO A PAVED ROAD LEADING INTO THE AIRPORT, GO EAST ON THE
 CQ3389'PAVED ROAD FOR 0.2 KM (0.1 MI) TO AN ENTRANCE GATE. CONTINUE EAST
 CQ3389'THROUGH GATE FOR 0.6 KM (0.4 MI) TO THE MARK.
 CQ3389'
 CQ3389'THE STATION IS A STANDARD NGS DISK
 CQ3389'STAMPED---FARMERVILLE 1986---,
 CQ3389'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3389'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CQ3389'26.4 METERS (86.5 FT) NORTHEAST FROM A CORNER FENCE POST AT A
 CQ3389'SEWAGE POND,
 CQ3389'20.0 METERS (65.5 FT) WEST-SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 CQ3389'15.7 METERS (51.5 FT) NORTHWEST FROM A RUNWAY LIGHT, AND
 CQ3389'0.6 METER (2 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CQ3389'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3389'STAMPED---FARMERVILLE 1986---,
 CQ3389'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3389'
 CQ3389'DESCRIBED BY R.D.B., TYPED BY W.J.R.
 CQ3389
 CQ3389                          STATION RECOVERY (1986)
 CQ3389
 CQ3389'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 CQ3389'ABOUT 5.3 KM (3.30 MI) EAST ALONG STATE HIGHWAY 2 FROM THE UNION
 CQ3389'PARISH COURTHOUSE IN FARMERVILLE TO A PARISH ROAD RIGHT, NO 7713,
 CQ3389'THENCE SOUTH (RIGHT) FOR 4 KM (2.50 MI) TO THE ROAD LEADING INTO THE
 CQ3389'AIRPORT, THENCE EAST FOR 0.2 KM (0.10 MI) (0.1 MI ( TO THE RUNWAY,
 CQ3389'THENCE NORTH FOR 0.6 KM (0.35 MI) TO THE MARK ON THE LEFT NEAR A
 CQ3389'SEWAGE FILL 26.4 METERS (86.6 FT) NORTHEAST OF A CORNER FEMCE POST AT
 CQ3389'THE SEWAGE FILL, 20 METERS (65.6 FT) WEST-SOUTHWEST OF THE CENTER OF
 CQ3389'THE RUNWAY AND 15 7 METERS (23.0 FT) NORTHWEST OF A RUNWAY LIGHT.
 CQ3389
 CQ3389                          STATION RECOVERY (1987)
 CQ3389
 CQ3389'RECOVERED 1987
 CQ3389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2714 ***********************************************************************
 CQ2714  DESIGNATION -  FARMERVILLE N MUNICIPAL TANK
 CQ2714  PID         -  CQ2714
 CQ2714  STATE/COUNTY-  LA/UNION
 CQ2714  USGS QUAD   -  FARMERVILLE (1988)
 CQ2714
 CQ2714                         *CURRENT SURVEY CONTROL
 CQ2714  ___________________________________________________________________
 CQ2714* NAD 83(1992)-  32 46 58.90899(N)    092 24 17.83290(W)     ADJUSTED  
 CQ2714* NAVD 88     -                                                        
 CQ2714  ___________________________________________________________________
 CQ2714  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CQ2714  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2714
 CQ2714  HORZ ORDER  -  THIRD
 CQ2714
 CQ2714.The horizontal coordinates were established by classical geodetic methods
 CQ2714.and adjusted by the National Geodetic Survey in September 1999..
 CQ2714
 CQ2714
 CQ2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2714
 CQ2714.The geoid height was determined by GEOID03.
 CQ2714
 CQ2714;                    North         East     Units Scale Factor Converg.
 CQ2714;SPC LA N     -   253,145.680 1,008,904.323   MT  1.00002860   +0 03 00.9
 CQ2714;SPC LA N     -   830,528.79  3,310,046.93   sFT  1.00002860   +0 03 00.9
 CQ2714;UTM  15      - 3,627,390.755   555,722.829   MT  0.99963829   +0 19 19.9
 CQ2714
 CQ2714                          SUPERSEDED SURVEY CONTROL
 CQ2714
 CQ2714  NAD 83(1992)-  32 46 58.91187(N)    092 24 17.83121(W) AD(       ) 4
 CQ2714  NAD 83(1986)-  32 46 58.92222(N)    092 24 17.82410(W) AD(       ) 4
 CQ2714  NAD 27      -  32 46 58.42500(N)    092 24 17.29900(W) AD(       ) 3
 CQ2714
 CQ2714.Superseded values are not recommended for survey control.
 CQ2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2714.See file dsdata.txt to determine how the superseded data were derived.
 CQ2714
 CQ2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5572327391(NAD 83)
 CQ2714_MARKER: 53 = ELEVATED TANK
 CQ2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2714+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 CQ2714
 CQ2714  HISTORY     - Date     Condition        Report By
 CQ2714  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2714  HISTORY     - 20050813 GOOD             USPSQD
 CQ2714
 CQ2714                          STATION DESCRIPTION
 CQ2714
 CQ2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2714'THE STATION IS IN THE NORTH EDGE OF FARMERVILLE.  IT IS A 4-LEGGED
 CQ2714'STEEL STRUCTURE, ABOUT 150 FEET HIGH, PAINTED ALUMINUM, AND
 CQ2714'HAS A CAPACITY OF ABOUT 150,000 GALLONS.
 CQ2714'
 CQ2714'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
 CQ2714
 CQ2714                          STATION RECOVERY (2005)
 CQ2714
 CQ2714'RECOVERY NOTE BY US POWER SQUADRON 2005 (LJ)
 CQ2714'MARK FOUND,CONDITION GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2713 ***********************************************************************
 CQ2713  DESIGNATION -  FARMERVILLE PARISH CTHSE TWR
 CQ2713  PID         -  CQ2713
 CQ2713  STATE/COUNTY-  LA/UNION
 CQ2713  USGS QUAD   -  FARMERVILLE (1988)
 CQ2713
 CQ2713                         *CURRENT SURVEY CONTROL
 CQ2713  ___________________________________________________________________
 CQ2713* NAD 83(1992)-  32 46 25.63164(N)    092 24 18.12250(W)     ADJUSTED  
 CQ2713* NAVD 88     -                                                        
 CQ2713  ___________________________________________________________________
 CQ2713  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 CQ2713  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2713
 CQ2713  HORZ ORDER  -  THIRD
 CQ2713
 CQ2713.The horizontal coordinates were established by classical geodetic methods
 CQ2713.and adjusted by the National Geodetic Survey in September 1999..
 CQ2713
 CQ2713
 CQ2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2713
 CQ2713.The geoid height was determined by GEOID03.
 CQ2713
 CQ2713;                    North         East     Units Scale Factor Converg.
 CQ2713;SPC LA N     -   252,120.514 1,008,897.685   MT  1.00002618   +0 03 00.8
 CQ2713;SPC LA N     -   827,165.39  3,310,025.15   sFT  1.00002618   +0 03 00.8
 CQ2713;UTM  15      - 3,626,365.968   555,721.057   MT  0.99963828   +0 19 19.5
 CQ2713
 CQ2713                          SUPERSEDED SURVEY CONTROL
 CQ2713
 CQ2713  NAD 83(1992)-  32 46 25.63324(N)    092 24 18.12169(W) AD(       ) 4
 CQ2713  NAD 83(1986)-  32 46 25.64465(N)    092 24 18.11384(W) AD(       ) 4
 CQ2713  NAD 27      -  32 46 25.14000(N)    092 24 17.59300(W) AD(       ) 3
 CQ2713
 CQ2713.Superseded values are not recommended for survey control.
 CQ2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2713.See file dsdata.txt to determine how the superseded data were derived.
 CQ2713
 CQ2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5572126366(NAD 83)
 CQ2713_MARKER: 55 = TOWER
 CQ2713
 CQ2713  HISTORY     - Date     Condition        Report By
 CQ2713  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2713  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 CQ2713
 CQ2713                          STATION DESCRIPTION
 CQ2713
 CQ2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2713'THE STATION IS IN THE CENTER OF FARMERVILLE.  IT IS A
 CQ2713'TWO-STORY BRICK BUILDING WITH A CLOCK TOWER ON THE TOP.
 CQ2713'THE STRUCTURE IS ABOUT 75 FEET HIGH.
 CQ2713'
 CQ2713'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 CQ2713
 CQ2713                          STATION RECOVERY (2005)
 CQ2713
 CQ2713'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 CQ2713'COURTHOUSE REBUILT IN 1961, NO CLOCK TOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2712 ***********************************************************************
 CQ2712  DESIGNATION -  FARMERVILLE S MUNICIPAL TANK
 CQ2712  PID         -  CQ2712
 CQ2712  STATE/COUNTY-  LA/UNION
 CQ2712  USGS QUAD   -  FARMERVILLE (1988)
 CQ2712
 CQ2712                         *CURRENT SURVEY CONTROL
 CQ2712  ___________________________________________________________________
 CQ2712* NAD 83(1992)-  32 46 21.41015(N)    092 24 15.86427(W)     ADJUSTED  
 CQ2712* NAVD 88     -                                                        
 CQ2712  ___________________________________________________________________
 CQ2712  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CQ2712  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ2712
 CQ2712  HORZ ORDER  -  THIRD
 CQ2712
 CQ2712.The horizontal coordinates were established by classical geodetic methods
 CQ2712.and adjusted by the National Geodetic Survey in September 1999..
 CQ2712
 CQ2712
 CQ2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2712
 CQ2712.The geoid height was determined by GEOID03.
 CQ2712
 CQ2712;                    North         East     Units Scale Factor Converg.
 CQ2712;SPC LA N     -   251,990.516 1,008,956.573   MT  1.00002587   +0 03 01.9
 CQ2712;SPC LA N     -   826,738.88  3,310,218.36   sFT  1.00002587   +0 03 01.9
 CQ2712;UTM  15      - 3,626,236.301   555,780.538   MT  0.99963837   +0 19 20.7
 CQ2712
 CQ2712                          SUPERSEDED SURVEY CONTROL
 CQ2712
 CQ2712  NAD 83(1992)-  32 46 21.41174(N)    092 24 15.86345(W) AD(       ) 4
 CQ2712  NAD 83(1986)-  32 46 21.42314(N)    092 24 15.85561(W) AD(       ) 4
 CQ2712  NAD 27      -  32 46 20.91900(N)    092 24 15.33500(W) AD(       ) 3
 CQ2712
 CQ2712.Superseded values are not recommended for survey control.
 CQ2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2712.See file dsdata.txt to determine how the superseded data were derived.
 CQ2712
 CQ2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5578126236(NAD 83)
 CQ2712_MARKER: 53 = ELEVATED TANK
 CQ2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2712+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 CQ2712
 CQ2712  HISTORY     - Date     Condition        Report By
 CQ2712  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2712  HISTORY     - 20050813 GOOD             USPSQD
 CQ2712
 CQ2712                          STATION DESCRIPTION
 CQ2712
 CQ2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2712'THE STATION IS ABOUT ONE BLOCK SOUTHEAST OF THE FARMERVILLE
 CQ2712'COURT HOUSE.  IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 110 FEET
 CQ2712'HIGH, PAINTED ALUMINUM, AND HAS A CAPACITY OF ABOUT 50,000
 CQ2712'GALLONS.
 CQ2712'
 CQ2712'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
 CQ2712
 CQ2712                          STATION RECOVERY (2005)
 CQ2712
 CQ2712'RECOVERY NOTE BY US POWER SQUADRON 2005 (LJ)
 CQ2712'WATER TANK FOUND, CONDITION GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3259 ***********************************************************************
 BK3259  DESIGNATION -  FARR
 BK3259  PID         -  BK3259
 BK3259  STATE/COUNTY-  LA/AVOYELLES
 BK3259  USGS QUAD   -  BUNKIE (1992)
 BK3259
 BK3259                         *CURRENT SURVEY CONTROL
 BK3259  ___________________________________________________________________
 BK3259* NAD 83(1992)-  30 57 05.61292(N)    092 14 00.52753(W)     ADJUSTED  
 BK3259* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 BK3259  ___________________________________________________________________
 BK3259  X           -    -213,360.247 (meters)                     COMP
 BK3259  Y           -  -5,470,588.373 (meters)                     COMP
 BK3259  Z           -   3,261,284.167 (meters)                     COMP
 BK3259  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK3259  ELLIP HEIGHT-          -9.11  (meters)          (01/02/04) GPS OBS
 BK3259  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK3259
 BK3259  HORZ ORDER  -  THIRD
 BK3259  ELLP ORDER  -  FOURTH    CLASS II
 BK3259
 BK3259.This mark is at Bunkie Airport (2R6)
 BK3259
 BK3259.The horizontal coordinates were established by GPS observations
 BK3259.and adjusted by the National Geodetic Survey in January 1993..
 BK3259
 BK3259.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3259
 BK3259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3259
 BK3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3259
 BK3259.The ellipsoidal height was determined by GPS observations
 BK3259.and is referenced to NAD 83.
 BK3259
 BK3259.The geoid height was determined by GEOID03.
 BK3259
 BK3259;                    North         East     Units Scale Factor Converg.
 BK3259;SPC LA N     -    50,099.910 1,025,468.060   MT  1.00005573   +0 08 27.3
 BK3259;SPC LA N     -   164,369.45  3,364,389.79   sFT  1.00005573   +0 08 27.3
 BK3259;UTM  15      - 3,424,485.381   573,214.658   MT  0.99966612   +0 23 39.3
 BK3259
 BK3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3259!SPC LA N     -   1.00000143  x   1.00005573  =   1.00005716
 BK3259!UTM  15      -   1.00000143  x   0.99966612  =   0.99966755
 BK3259
 BK3259                          SUPERSEDED SURVEY CONTROL
 BK3259
 BK3259  ELLIP H (01/21/93)   -9.05   (m)                       GP(       ) 4 2
 BK3259  NAD 83(1986)-  30 57 05.63231(N)    092 14 00.52056(W) AD(       ) 3
 BK3259  NAD 27      -  30 57 04.94502(N)    092 14 00.05918(W) AD(       ) 3
 BK3259  NGVD 29 (11/20/87)   17.9    (m)           59.     (f) GPS OBS        
 BK3259
 BK3259.Superseded values are not recommended for survey control.
 BK3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3259.See file dsdata.txt to determine how the superseded data were derived.
 BK3259
 BK3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7321524485(NAD 83)
 BK3259_MARKER: DS = TRIANGULATION STATION DISK
 BK3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3259_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3259+STABILITY: SURFACE MOTION
 BK3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3259+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1987
 BK3259
 BK3259  HISTORY     - Date     Condition        Report By
 BK3259  HISTORY     - 1986     MONUMENTED       LADTD
 BK3259  HISTORY     - 19870306 GOOD
 BK3259
 BK3259                          STATION DESCRIPTION
 BK3259
 BK3259'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK3259'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 BK3259'WEST OF BUNKIE AND AT THE ENTRANCE INTO THE BUNKIE MUNICIPAL
 BK3259'AIRPORT.
 BK3259'OWNERSHIP--TOWN OF BUNKIE, FOR ENTRANCE INTO THE AIRPORT CONTACT
 BK3259'MR. SIDNEY FARR, BUNKIE, LA., 71322, PHONE 318-346-6326.
 BK3259'
 BK3259'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 BK3259'HIGHWAY 115 IN BUNKIE, GO WEST ALONG HIGHWAY 115 FOR 5.3 KM (3.3
 BK3259'MI) TO THE AIRPORT ENTRANCE AND THE STATION ON THE RIGHT.
 BK3259'
 BK3259'THE STATION IS A STANDARD NGS DISK
 BK3259'STAMPED---FARR 1986---,
 BK3259'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3259'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3259'52.7 METERS (173 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 115,
 BK3259'48.2 METERS (158 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 BK3259'METAL HANGAR,
 BK3259'37.8 METERS (124 FT) SOUTHEAST FROM THE CENTER OF THE ENTRANCE GATE
 BK3259'INTO THE AIRPORT,
 BK3259'12 METERS (39.5 FT) EAST FROM THE CENTER OF A PAVED ROAD INTO
 BK3259'AIRPORT AND
 BK3259'0.8 METER (2.5 FT) WEST FROM A METAL WITNESS WITH SIGN ATTACHED.
 BK3259'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3259'STAMPED---FARR 1986---,
 BK3259'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK3259'
 BK3259'DESCRIBED BY RICHARD COPP, TYPED BY DEW.
 BK3259
 BK3259                          STATION RECOVERY (1987)
 BK3259
 BK3259'RECOVERED 1987
 BK3259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3260 ***********************************************************************
 BK3260  DESIGNATION -  FARR AZ MK
 BK3260  PID         -  BK3260
 BK3260  STATE/COUNTY-  LA/AVOYELLES
 BK3260  USGS QUAD   -  BUNKIE (1992)
 BK3260
 BK3260                         *CURRENT SURVEY CONTROL
 BK3260  ___________________________________________________________________
 BK3260* NAD 83(1992)-  30 57 28.73119(N)    092 14 02.13533(W)     ADJUSTED  
 BK3260* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 BK3260  ___________________________________________________________________
 BK3260  X           -    -213,388.616 (meters)                     COMP
 BK3260  Y           -  -5,470,220.822 (meters)                     COMP
 BK3260  Z           -   3,261,894.759 (meters)                     COMP
 BK3260  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK3260  ELLIP HEIGHT-          -9.06  (meters)          (01/02/04) GPS OBS
 BK3260  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK3260
 BK3260  HORZ ORDER  -  THIRD
 BK3260  ELLP ORDER  -  FOURTH    CLASS II
 BK3260
 BK3260.This mark is at Bunkie Airport (2R6)
 BK3260
 BK3260.The horizontal coordinates were established by GPS observations
 BK3260.and adjusted by the National Geodetic Survey in January 1993..
 BK3260
 BK3260.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3260
 BK3260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3260
 BK3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3260
 BK3260.The ellipsoidal height was determined by GPS observations
 BK3260.and is referenced to NAD 83.
 BK3260
 BK3260.The geoid height was determined by GEOID03.
 BK3260
 BK3260;                    North         East     Units Scale Factor Converg.
 BK3260;SPC LA N     -    50,811.812 1,025,423.635   MT  1.00005386   +0 08 26.4
 BK3260;SPC LA N     -   166,705.09  3,364,244.04   sFT  1.00005386   +0 08 26.4
 BK3260;UTM  15      - 3,425,196.804   573,167.104   MT  0.99966603   +0 23 38.7
 BK3260
 BK3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3260!SPC LA N     -   1.00000142  x   1.00005386  =   1.00005528
 BK3260!UTM  15      -   1.00000142  x   0.99966603  =   0.99966745
 BK3260
 BK3260                          SUPERSEDED SURVEY CONTROL
 BK3260
 BK3260  ELLIP H (01/21/93)   -9.00   (m)                       GP(       ) 4 2
 BK3260  NAD 83(1986)-  30 57 28.75058(N)    092 14 02.12836(W) AD(       ) 3
 BK3260  NAD 27      -  30 57 28.06388(N)    092 14 01.66704(W) AD(       ) 3
 BK3260  NGVD 29 (11/20/87)   17.9    (m)           59.     (f) GPS OBS        
 BK3260
 BK3260.Superseded values are not recommended for survey control.
 BK3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3260.See file dsdata.txt to determine how the superseded data were derived.
 BK3260
 BK3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7316725197(NAD 83)
 BK3260_MARKER: DZ = AZIMUTH MARK DISK
 BK3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3260_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3260+STABILITY: SURFACE MOTION
 BK3260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3260+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1987
 BK3260
 BK3260  HISTORY     - Date     Condition        Report By
 BK3260  HISTORY     - 1986     MONUMENTED       LADTD
 BK3260  HISTORY     - 19870306 GOOD
 BK3260
 BK3260                          STATION DESCRIPTION
 BK3260
 BK3260'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK3260'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 BK3260'WEST OF BUNKIE AND AT THE BUNKIE MUNICIPAL AIRPORT.
 BK3260'OWNERSHIP--TOWN OF BUNKIE, FOR ENTRANCE INTO THE AIRPORT, CONTACT
 BK3260'MR. SIDNEY FARR, BUNKIE, LA., 71322, PHONE 318-346-6326.
 BK3260'
 BK3260'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 BK3260'HIGHWAY 115 IN BUNKIE, GO WEST ON HIGHWAY 115 FOR 5.3 KM (3.3 MI)
 BK3260'TO THE AIRPORT ENTRANCE. TURN RIGHT, NORTH FOR APPROXIMATLEY 280
 BK3260'FEET TO A METAL GATE.  CONTINUE NORTH FOR 0.2 KM (0.1 MI) TO AN
 BK3260'APPROACH RAMP TO RUNWAY.  TURN LEFT, WEST ALONG THE APPROACH RAMP
 BK3260'TO THE RUNWAY.  TURN RIGHT, NORTH ALONG THE RUNWAY FOR 0.4 KM (0.25
 BK3260'MI) TO A WIND TEE, EAST OF THE RUNWAY, CONTINUE NORTH FOR 0.2 KM
 BK3260'(0.1 MI ) TO THE STATION ON THE RIGHT, NEAR THE JUNCTION OF TWO
 BK3260'DRAINAGE DITCHES.
 BK3260'
 BK3260'THE STATION IS A STANDARD NGS DISK
 BK3260'STAMPED---FARR 1986---,
 BK3260'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3260'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3260'20.4 METERS (67 FT) NORTHWEST FROM THE JUNCTION OF TWO DRAINAGE
 BK3260'DITCHES,
 BK3260'4.6 METERS (15 FT) EAST FROM THE EAST EDGE OF A NORTH-SOUTH RUNWAY,
 BK3260'1.8 METERS (6 FT) NORTHEAST FROM A CLEAR DOME RUNWAY LIGHT AND
 BK3260'0.9 METER (3 FT) WEST FROM A WITNESS POST.
 BK3260'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3260'STAMPED---FARR 1986---,
 BK3260'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK3260'
 BK3260'DESCRIBED BY RICHARD COPP, TYPED BY DEW.
 BK3260
 BK3260                          STATION RECOVERY (1987)
 BK3260
 BK3260'RECOVERED 1987
 BK3260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5127 ***********************************************************************
 BJ5127  DESIGNATION -  FAUSSE
 BJ5127  PID         -  BJ5127
 BJ5127  STATE/COUNTY-  LA/ST MARTIN
 BJ5127  USGS QUAD   -  JACKASS BAY (1973)
 BJ5127
 BJ5127                         *CURRENT SURVEY CONTROL
 BJ5127  ___________________________________________________________________
 BJ5127* NAD 83(1992)-  30 02 04.80670(N)    091 34 41.58280(W)     ADJUSTED  
 BJ5127* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 BJ5127  **This station is located in a subsidence area (see below).
 BJ5127  ___________________________________________________________________
 BJ5127  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5127  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ5127
 BJ5127  HORZ ORDER  -  SECOND
 BJ5127
 BJ5127.The horizontal coordinates were established by classical geodetic methods
 BJ5127.and adjusted by the National Geodetic Survey in January 1993..
 BJ5127
 BJ5127 ** The orthometric height has not been validated since last determined
 BJ5127 ** by differential leveling and should not be used for control purposes.
 BJ5127 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5127 ** area with valid NAVD 88 orthometric heights.
 BJ5127 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5127 ** epoch indicated which incorporates improved geoid heights for the
 BJ5127 ** Southern Louisiana Subsidence area.
 BJ5127 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5127
 BJ5127.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5127
 BJ5127.The geoid height was determined by GEOID03.
 BJ5127
 BJ5127;                    North         East     Units Scale Factor Converg.
 BJ5127;SPC LA S     -   170,134.465   976,382.028   MT  0.99992592   -0 07 20.8
 BJ5127;SPC LA S     -   558,182.82  3,203,346.70   sFT  0.99992592   -0 07 20.8
 BJ5127;UTM  15      - 3,323,478.364   637,087.021   MT  0.99983186   +0 42 42.3
 BJ5127
 BJ5127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5127!SPC LA S     -   1.00000397  x   0.99992592  =   0.99992989
 BJ5127!UTM  15      -   1.00000397  x   0.99983186  =   0.99983583
 BJ5127
 BJ5127:                Primary Azimuth Mark                     Grid Az
 BJ5127:SPC LA S     -  FAUSSE AZ MK                             152 31 49.4
 BJ5127:UTM  15      -  FAUSSE AZ MK                             151 41 46.3
 BJ5127
 BJ5127|---------------------------------------------------------------------|
 BJ5127| PID    Reference Object                     Distance      Geod. Az  |
 BJ5127|                                                           dddmmss.s |
 BJ5127| BJ5337 FAUSSE AZ MK                        APPROX. 0.7 KM 1522428.6 |
 BJ5127| CW1351 FAUSSE RM 1                          23.904 METERS 15830     |
 BJ5127| AU2523 SORREL ST MARY SUGAR TANK           APPROX.16.2 KM 1933001.3 |
 BJ5127| AU2534 ALBANIA SUGAR TANK                  APPROX.16.2 KM 2061857.9 |
 BJ5127| AU2539 JEANERETTE MUN TANK 1969            APPROX.16.5 KM 2143814.9 |
 BJ5127| BJ5129 LOREAUVILLE MUN TANK                APPROX.15.8 KM 2785519.9 |
 BJ5127| CW1352 FAUSSE RM 2                          26.910 METERS 31216     |
 BJ5127|---------------------------------------------------------------------|
 BJ5127
 BJ5127                          SUPERSEDED SURVEY CONTROL
 BJ5127
 BJ5127  NAD 83(1986)-  30 02 04.82762(N)    091 34 41.57725(W) AD(       ) 2
 BJ5127  NAD 27      -  30 02 04.10559(N)    091 34 41.18144(W) AD(       ) 2
 BJ5127  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 BJ5127
 BJ5127.Superseded values are not recommended for survey control.
 BJ5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5127.See file dsdata.txt to determine how the superseded data were derived.
 BJ5127
 BJ5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3708723478(NAD 83)
 BJ5127_MARKER: DS = TRIANGULATION STATION DISK
 BJ5127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5127_STAMPING: FAUSSE 1969
 BJ5127_MARK LOGO: CGS   
 BJ5127_PROJECTION: FLUSH
 BJ5127_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5127+STABILITY: SURFACE MOTION
 BJ5127
 BJ5127  HISTORY     - Date     Condition        Report By
 BJ5127  HISTORY     - 1969     MONUMENTED       CGS
 BJ5127  HISTORY     - 1971     GOOD             USGS
 BJ5127  HISTORY     - 19800101 SEE DESCRIPTION  NGS
 BJ5127  HISTORY     - 19990313 MARK NOT FOUND   USPSQD
 BJ5127
 BJ5127                          STATION DESCRIPTION
 BJ5127
 BJ5127'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGD)
 BJ5127'NO MEASUREMENT BETWEEN RM 1 AND RM 2 BECAUSE OF FENCE POST ON LINE.
 BJ5127'
 BJ5127'THE STATION IS LOCATED ABOUT 15-1/2 MILES SOUTHEAST OF ST
 BJ5127'MARTINSVILLE, 15 MILES EAST OF IBERIA, 10-1/2 MILES NORTH OF BALDWIN
 BJ5127'AND ON LAND OWNED BY THE ATCHAFALAYA BASIN LEVEE BOARD.
 BJ5127'
 BJ5127'TO REACH THE STATION FROM THE NORTH JUNCTION STATE HIGHWAY 96 AND 31
 BJ5127'IN ST MARTINSVILLE, GO EAST ON STATE HIGHWAY 96 FOR 1.7 MILE TO
 BJ5127'JUNCTION WITH STATE HIGHWAY 345.  CONTINUE AHEAD NORTHEASTERLY ON
 BJ5127'STATE HIGHWAY 96 FOR 0.55 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT
 BJ5127'AND GO EAST ON PAVED ROAD FOR 3.8 MILES TO THE JUNCTION WITH
 BJ5127'STATE HIGHWAY 679.  TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY
 BJ5127'679 FOR 1.25 MILE TO A FORK AND JUNCTION WITH STATE HIGHWAY 3083.
 BJ5127'TAKE LEFT FORK AND GO EAST AND SOUTH ON STATE HIGHWAY 3083 FOR 0.8
 BJ5127'MILE TO WHERE MAIN ROAD TURNS TO THE LEFT.  TURN LEFT AND GO EAST AND
 BJ5127'NORTHEAST ON MAIN ROAD FOR 3.35 MILES TO THE EAST END OF A BRIDGE
 BJ5127'OVER A CANAL.  TURN RIGHT AND GO SOUTHEAST ON GRAVELED ROAD FOR
 BJ5127'2.2 MILE TO TRIANGULATION STATION LEVEE ON THE LEFT.
 BJ5127'CONTINUE AHEAD SOUTH ON GRAVELED ROAD FOR 5.1 MILES TO A HIGH
 BJ5127'POINT IN THE ROAD AND WOODEN RAMPS AND DOCKS ON LEFT.  CONTINUE
 BJ5127'AHEAD SOUTH ON GRAVELED ROAD FOR 3.75 MILES TO THE STATION MARK ON
 BJ5127'THE RIGHT.
 BJ5127'
 BJ5127'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 BJ5127'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BJ5127'
 BJ5127'THE STATION MARK IS A STAMPED DISK, STAMPED FAUSSE 1969, SET IN THE
 BJ5127'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ5127'THE SURFACE OF THE GROUND. IT IS 69.8 FEET NORTHEAST OF A POWERLINE
 BJ5127'POLE NUMBER 2GJ 118 WITH TRANSFORMER, 50 FEET SOUTHWEST OF THE
 BJ5127'CENTER OF THE GRAVELED ROAD, 20.4 FEET NORTHEAST OF A CABLE FENCE
 BJ5127'AND 20 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 BJ5127'ATTACHED.
 BJ5127'
 BJ5127'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FAUSSE NO 1 1969, SET
 BJ5127'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ5127'WITH THE SURFACE OF THE GROUND.  IT IS 85 FEET EAST OF THE
 BJ5127'POWERLINE POLE, 78 FEET SOUTHEAST OF A METAL WITNESS POST, 80 FEET
 BJ5127'SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FOOT
 BJ5127'NORTHEAST OF THE CABLE FENCE.
 BJ5127'
 BJ5127'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAUSSE NO 2 1969, SET
 BJ5127'IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 BJ5127'IT IS 84 FEET NORTH-NORTHWEST OF THE METAL WITNESS POST, 81 FEET
 BJ5127'SOUTHWEST OF THE GRAVELED ROAD AND 1.3 FOOT NORTHEAST OF AN IRON
 BJ5127'FENCE POST.
 BJ5127'
 BJ5127'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FAUSSE 1969, SET IN THE
 BJ5127'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ5127'INCHES. IT IS 220 FEET SOUTH WEST OF THE CENTER OF THE GRAVELED ROAD,
 BJ5127'27.5 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE NUMBER 2GJ 113, 27
 BJ5127'FEET SOUTHWEST OF THE WEST POST OF A METAL GATE, 2 FEET
 BJ5127'NORTH-NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 BJ5127'0.8 FOOT NORTHWEST OF A CABLE FENCE.
 BJ5127'
 BJ5127'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ5127
 BJ5127                          STATION RECOVERY (1971)
 BJ5127
 BJ5127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 BJ5127'FAUSSE AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 BJ5127'
 BJ5127'DISTANCES AND DIRECTIONS CHECKED O.K.
 BJ5127'
 BJ5127'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ5127
 BJ5127                          STATION RECOVERY (1980)
 BJ5127
 BJ5127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BJ5127'THIS STATION MARK, RM 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 BJ5127'CONDITION.  RM 2 WAS FOUND DESTROYED.  THE DISTANCE TO RM 1 CHECKED
 BJ5127'THE PREVIOUS DISTANCE.  THE ANGLE BETWEEN THE AZIMUTH MARK AND RM 1
 BJ5127'MISSED THE PREVIOUS ANGLE 1 MINUTE.  DUE TO LEVEE CONSTRUCTION IN THIS
 BJ5127'AREA THIS COMPLETE STATION WILL BE DESTROYED.  THIS DATE A NEW
 BJ5127'TRIANGULATION STATION WAS ESTABLISHED ABOUT 4 KILOMETERS NORTHWEST TO
 BJ5127'REPLACE THIS STATION.  THE NEW STATION IS FAUSSE POINTE.
 BJ5127
 BJ5127                          STATION RECOVERY (1999)
 BJ5127
 BJ5127'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3219 ***********************************************************************
 BJ3219  DESIGNATION -  FAUSSE POINTE
 BJ3219  PID         -  BJ3219
 BJ3219  STATE/COUNTY-  LA/ST MARTIN
 BJ3219  USGS QUAD   -  JACKASS BAY (1973)
 BJ3219
 BJ3219                         *CURRENT SURVEY CONTROL
 BJ3219  ___________________________________________________________________
 BJ3219* NAD 83(1992)-  30 03 51.08478(N)    091 36 24.97467(W)     ADJUSTED  
 BJ3219* NAVD 88     -         1.80   (+/-2cm)       5.9  **(feet)  VERTCON   
 BJ3219  **This station is located in a subsidence area (see below).
 BJ3219  ___________________________________________________________________
 BJ3219  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3219  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3219
 BJ3219  HORZ ORDER  -  THIRD
 BJ3219  VERT ORDER  -  THIRD (See Below)
 BJ3219
 BJ3219.The horizontal coordinates were established by classical geodetic methods
 BJ3219.and adjusted by the National Geodetic Survey in January 1993..
 BJ3219.No horizontal observational check was made to the station.
 BJ3219
 BJ3219 ** The orthometric height has not been validated since last determined
 BJ3219 ** by differential leveling and should not be used for control purposes.
 BJ3219 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ3219 ** area with valid NAVD 88 orthometric heights.
 BJ3219 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3219 ** epoch indicated which incorporates improved geoid heights for the
 BJ3219 ** Southern Louisiana Subsidence area.
 BJ3219 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3219.The vertical order pertains to the NGVD 29 superseded value.
 BJ3219
 BJ3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3219
 BJ3219.The geoid height was determined by GEOID03.
 BJ3219
 BJ3219;                    North         East     Units Scale Factor Converg.
 BJ3219;SPC LA S     -   173,413.057   973,619.935   MT  0.99992635   -0 08 12.5
 BJ3219;SPC LA S     -   568,939.34  3,194,284.74   sFT  0.99992635   -0 08 12.5
 BJ3219;UTM  15      - 3,326,716.060   634,277.749   MT  0.99982245   +0 41 52.8
 BJ3219
 BJ3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3219!SPC LA S     -   1.00000395  x   0.99992635  =   0.99993030
 BJ3219!UTM  15      -   1.00000395  x   0.99982245  =   0.99982640
 BJ3219
 BJ3219|---------------------------------------------------------------------|
 BJ3219| PID    Reference Object                     Distance      Geod. Az  |
 BJ3219|                                                           dddmmss.s |
 BJ3219| BJ1098 W 296 RESET                          50.600 METERS 05645     |
 BJ3219| BJ5332 PI 4041+2120                        APPROX. 1.1 KM 1080939.7 |
 BJ3219| BJ3220 FAUSSE POINTE RM 1                   16.035 METERS 17944     |
 BJ3219| CS7225 FAUSSE POINTE RM 2                  155.330 METERS 30049     |
 BJ3219|---------------------------------------------------------------------|
 BJ3219
 BJ3219                          SUPERSEDED SURVEY CONTROL
 BJ3219
 BJ3219  NAD 83(1986)-  30 03 51.10583(N)    091 36 24.96894(W) AD(       ) 3
 BJ3219  NGVD 29 (??/??/??)    1.82   (m)            6.0    (f) RESET       3  
 BJ3219
 BJ3219.Superseded values are not recommended for survey control.
 BJ3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3219.See file dsdata.txt to determine how the superseded data were derived.
 BJ3219
 BJ3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3427826716(NAD 83)
 BJ3219_MARKER: DS = TRIANGULATION STATION DISK
 BJ3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ3219_STAMPING: FAUSSE POINTE 1980
 BJ3219_MARK LOGO: NGS   
 BJ3219_PROJECTION: RECESSED 10 CENTIMETERS
 BJ3219_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3219+STABILITY: SURFACE MOTION
 BJ3219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3219+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 BJ3219
 BJ3219  HISTORY     - Date     Condition        Report By
 BJ3219  HISTORY     - 1980     MONUMENTED       NGS
 BJ3219  HISTORY     - 19800301 GOOD             NGS
 BJ3219  HISTORY     - 19990313 GOOD             USPSQD
 BJ3219  HISTORY     - 20060607 GOOD             USPSQD
 BJ3219
 BJ3219                          STATION DESCRIPTION
 BJ3219
 BJ3219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BJ3219'24.2 KM (15 MI) NORTH FROM CHARENTON.
 BJ3219'0.16 KM (0.1 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION OF
 BJ3219'STATE HIGHWAY 324, THENCE 1.4 KM (0.9 MI) NORTHEAST ALONG BEACH ROAD,
 BJ3219'THENCE 22.6 KM (14.0 MI) NORTH ALONG THE GRAVELED ROAD ALONG THE TOE
 BJ3219'OF THE WEST ATCHAFALAYA BASIN PROTECTION LEVEE TO ROAD LEFT, A BRIDGE
 BJ3219'ON THE LEFT AT ENTRANCE TO FAUSSE POINTE PARK AND  MARK ON LEFT, 4.6
 BJ3219'METERS (15.0 FT) NORTHEAST OF THE CENTER OF TWO TREES ABOUT 10 INCHES
 BJ3219'IN DIAMETER, AND 51.2 METERS (168.0 FT) EAST-SOUTHEAST OF THE CENTER
 BJ3219'OF THE ROAD LEADING TO THE BRIDGE FROM THE TOP OF THE LEVEE.
 BJ3219'THE MARK IS 2.4 FT  SE FROM A WITNESS POST.
 BJ3219'THE MARK IS 25 FT BELOW TOP OF LEVEE.
 BJ3219
 BJ3219                          STATION RECOVERY (1980)
 BJ3219
 BJ3219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BJ3219'THE STATION IS LOCATED ABOUT 20 KM SOUTHEAST OF ST MARTINSVILLE, ABOUT
 BJ3219'21 KM EAST OF NEW IBERIA, AT THE ENTRANCE TO FAUSSE POINTE PARK
 BJ3219'BETWEEN A NEW BRIDGE AND THE LEVEE.  OWNERSHIP--ATCHAFALAYA BASIN
 BJ3219'LEVEE BOARD.
 BJ3219' 
 BJ3219'TO REACH THE STATION FROM THE NORTH JUNCTION STATE HIGHWAYS 96 AND 31
 BJ3219'IN ST MARTINSVILLE, GO EAST ON HIGHWAY 96 FOR 2.7 KM (1.7 MI) TO
 BJ3219'JUNCTION WITH HIGHWAY 345, CONTINUE NORTHEASTERLY ON HIGHWAY 96 FOR
 BJ3219'0.9 KM (0.55 MI) TO ST MARTIN PARISH ROAD 4 ON THE RIGHT.  TURN RIGHT
 BJ3219'AND GO EAST ON PARISH ROAD 4 FOR 6.1 KM (3.8 MI) TO THE JUNCTION WITH
 BJ3219'HIGHWAY 679.  TURN RIGHT AND GO SOUTHEAST ON HIGHWAY 679 FOR 2 KM
 BJ3219'(1.25 MI) TO A FORK AND JUNCTION WITH HIGHWAY 3083.  TAKE THE LEFT
 BJ3219'FORK AND GO EAST AND SOUTH ON HIGHWAY 3083 FOR 1.3 KM (0.8 MI) TO
 BJ3219'WHERE THE MAIN ROAD TURNS TO THE LEFT.  TURN LEFT AND GO EAST AND
 BJ3219'NORTHEAST FOR 5.4 KM (3.35 MI) TO THE EAST END OF A BRIDGE OVER A
 BJ3219'CANAL.  TURN RIGHT AND GO SOUTHEAST ON GRAVELED ROAD FOR 3.5 KM (2.2
 BJ3219'MI) TO TRIANGULATION STATION LEVEE ON THE LEFT, CONTINUE SOUTHERLY ON
 BJ3219'GRAVELED ROAD ALONG THE LEVEE FOR 10 KM (6.2 MI) TO A BRIDGE AND
 BJ3219'STATION ON THE RIGHT AT THE ENTRANCE TO FAUSSE POINTE PARK.
 BJ3219' 
 BJ3219'THE STATION IS A STANDARD NGS DISK STAMPED--FAUSSE POINTE 1980--, SET
 BJ3219'INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES IN DIAMETER
 BJ3219'RECESSED 4 INCHES BELOW THE GROUND LOCATED 15 FT (4.6 M) NE FROM THE
 BJ3219'CENTER OF TWO TREES ABOUT 10 INCHES IN DIAMETER, 2.4 FT (0.7 M) SW
 BJ3219'FROM A METAL WITNESS POST, 2.4 FT (0.7 M) SE FROM A METAL WITNESS
 BJ3219'POST, AND 168 FT (51.2 M) ESE FROM THE CENTER OF THE ROAD LEADING TO
 BJ3219'BRIDGE FROM LEVEE.
 BJ3219' 
 BJ3219'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--FAUSSE POINTE
 BJ3219'1980--, IMBEDDED IN THE GROUND 3.5 FT (1.1 M) BELOW THE SURFACE.
 BJ3219' 
 BJ3219'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--FAUSSE POINTE NO 1
 BJ3219'1980--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES IN
 BJ3219'DIAMETER FLUSH WITH GROUND LOCATED 8 FT (2.4 M) NNW FROM THE CENTER OF
 BJ3219'A TWIN-TRUNKED TREE, 1.5 FT (0.4 M) SE FROM A METAL WITNESS POST, 40
 BJ3219'FT (12.2 M) NNE FROM THE EDGE OF BARROW AREA, AND 144 FT (43.9 M) ESE
 BJ3219'FROM THE CENTER OF ROAD LEAD TO BRIDGE FROM TOP OF LEVEE.
 BJ3219' 
 BJ3219'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--FAUSSE POINTE NO 2
 BJ3219'1980--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES IN
 BJ3219'DIAMETER FLUSH WITH GROUND LOCATED 2 FT (0.6 M) ESE FROM A CABLE
 BJ3219'FENCE, 1.5 FT (0.4 M) NNE FROM A METAL WITNESS POST, AND 23.5 FT (7.2
 BJ3219'M) SW FROM THE CORNER FENCE POST.
 BJ3219' 
 BJ3219'W 296 RESET 1980 IS A STANDARD BENCH MARK DISK, CRIMPED TO THE TOP OF
 BJ3219'A 5/8 INCH STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 45 FEET, ENCASED
 BJ3219'IN A 4-INCH PVC PIPE AND IS 4 INCHES BELOW THE GROUND.  THE DISK IS
 BJ3219'STAMPED--W 296 RESET 1980--.  IT IS LOCATED 1 FT (0.3 M) WNW FROM A
 BJ3219'METAL WITNESS POST, 1 FT (0.3 M) ESE FROM A METAL WITNESS POST, 5 FT
 BJ3219'(1.5 M) SW FROM A 3-INCH IRON PIPE PROJECTING 5 FEET, AND 7 FT (2.1 M)
 BJ3219'SE FROM A 6-INCH TREE.
 BJ3219
 BJ3219                          STATION RECOVERY (1999)
 BJ3219
 BJ3219'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ3219'RECOVERED IN GOOD CONDITION.
 BJ3219
 BJ3219                          STATION RECOVERY (2006)
 BJ3219
 BJ3219'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BJ3219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3220 ***********************************************************************
 BJ3220  DESIGNATION -  FAUSSE POINTE RM 1
 BJ3220  PID         -  BJ3220
 BJ3220  STATE/COUNTY-  LA/ST MARTIN
 BJ3220  USGS QUAD   -  JACKASS BAY (1973)
 BJ3220
 BJ3220                         *CURRENT SURVEY CONTROL
 BJ3220  ___________________________________________________________________
 BJ3220* NAD 83(1992)-  30 03 50.56404(N)    091 36 24.97197(W)     ADJUSTED  
 BJ3220* NAVD 88     -         1.85   (+/-2cm)       6.1  **(feet)  VERTCON   
 BJ3220  **This station is located in a subsidence area (see below).
 BJ3220  ___________________________________________________________________
 BJ3220  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3220  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ3220
 BJ3220  HORZ ORDER  -  THIRD
 BJ3220  VERT ORDER  -  THIRD (See Below)
 BJ3220
 BJ3220.The horizontal coordinates were established by classical geodetic methods
 BJ3220.and adjusted by the National Geodetic Survey in January 1993..
 BJ3220.No horizontal observational check was made to the station.
 BJ3220
 BJ3220 ** The orthometric height has not been validated since last determined
 BJ3220 ** by differential leveling and should not be used for control purposes.
 BJ3220 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ3220 ** area with valid NAVD 88 orthometric heights.
 BJ3220 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3220 ** epoch indicated which incorporates improved geoid heights for the
 BJ3220 ** Southern Louisiana Subsidence area.
 BJ3220 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3220.The vertical order pertains to the NGVD 29 superseded value.
 BJ3220
 BJ3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3220
 BJ3220.The geoid height was determined by GEOID03.
 BJ3220
 BJ3220;                    North         East     Units Scale Factor Converg.
 BJ3220;SPC LA S     -   173,397.023   973,619.969   MT  0.99992635   -0 08 12.5
 BJ3220;SPC LA S     -   568,886.73  3,194,284.85   sFT  0.99992635   -0 08 12.5
 BJ3220;UTM  15      - 3,326,700.030   634,278.016   MT  0.99982245   +0 41 52.7
 BJ3220
 BJ3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3220!SPC LA S     -   1.00000394  x   0.99992635  =   0.99993029
 BJ3220!UTM  15      -   1.00000394  x   0.99982245  =   0.99982639
 BJ3220
 BJ3220                          SUPERSEDED SURVEY CONTROL
 BJ3220
 BJ3220  NAD 83(1986)-  30 03 50.58509(N)    091 36 24.96623(W) AD(       ) 3
 BJ3220  NGVD 29 (??/??/??)    1.87   (m)            6.1    (f) RESET       3  
 BJ3220
 BJ3220.Superseded values are not recommended for survey control.
 BJ3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3220.See file dsdata.txt to determine how the superseded data were derived.
 BJ3220
 BJ3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3427826700(NAD 83)
 BJ3220_MARKER: DR = REFERENCE MARK DISK
 BJ3220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ3220_STAMPING: FAUSSE POINTE NO 1 1980
 BJ3220_PROJECTION: FLUSH
 BJ3220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3220+STABILITY: SURFACE MOTION
 BJ3220
 BJ3220  HISTORY     - Date     Condition        Report By
 BJ3220  HISTORY     - 1980     MONUMENTED       NGS
 BJ3220  HISTORY     - 19990313 MARK NOT FOUND   USPSQD
 BJ3220
 BJ3220                          STATION DESCRIPTION
 BJ3220
 BJ3220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BJ3220'24.2 KM (15 MI) NORTH FROM CHARENTON.
 BJ3220'0.16 KM (0.1 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION OF
 BJ3220'STATE HIGHWAY 324, THENCE 1.4 KM (0.9 MI) NORTHEAST ALONG BEACH ROAD,
 BJ3220'THENCE 22.6 KM (14.0 MI) NORTH ALONG THE GRAVELED ROAD ALONG THE TOE
 BJ3220'OF THE WEST ATCHAFALAYA BASIN PROTECTION LEVEE TO A ROAD LEFT, A
 BJ3220'BRIDGE ON THE LEFT AT ENTRANCE TO FAUSSE POINTE PARK AND MARK ON
 BJ3220'THE LEFT, 2.4 METERS (8.0 FT) NORTH-NORTHWEST FROM THE CENTER OF A
 BJ3220'TWIN-TRUNKED TREE, 12.2 METERS (40.0 FT) NORTH-NORTHEAST OF THE
 BJ3220'EDGE OF A BARROW AREA, 43.9 METERS (144.0 FT) EAST-SOUTHEAST FROM
 BJ3220'THE CENTER OF ROAD LEADING TO THE BRIDGE FROM THE TOP OF THE LEVEE,
 BJ3220'AND 16.0 METERS (52.6 FT) SOUTH OF TRIANGULATION STATION FAUSSE POINTE
 BJ3220'THE MARK IS 1.5 FT  SE FROM A WITNESS POST.
 BJ3220
 BJ3220                          STATION RECOVERY (1999)
 BJ3220
 BJ3220'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ3220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4637 ***********************************************************************
 BJ4637  DESIGNATION -  FELBERT
 BJ4637  PID         -  BJ4637
 BJ4637  STATE/COUNTY-  LA/LIVINGSTON
 BJ4637  USGS QUAD   -  MONTPELIER (1974)
 BJ4637
 BJ4637                         *CURRENT SURVEY CONTROL
 BJ4637  ___________________________________________________________________
 BJ4637* NAD 83(1992)-  30 38 54.84129(N)    090 44 40.63379(W)     ADJUSTED  
 BJ4637* NAVD 88     -        34.3    (meters)     113.     (feet)  VERTCON   
 BJ4637  ___________________________________________________________________
 BJ4637  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ4637  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4637
 BJ4637  HORZ ORDER  -  FIRST
 BJ4637
 BJ4637.The horizontal coordinates were established by classical geodetic methods
 BJ4637.and adjusted by the National Geodetic Survey in January 1993..
 BJ4637
 BJ4637.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4637
 BJ4637.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4637
 BJ4637.The geoid height was determined by GEOID03.
 BJ4637
 BJ4637;                    North         East     Units Scale Factor Converg.
 BJ4637;SPC LA S     -   238,306.352 1,056,428.877   MT  0.99998946   +0 17 39.7
 BJ4637;SPC LA S     -   781,843.42  3,465,967.07   sFT  0.99998946   +0 17 39.7
 BJ4637;UTM  15      - 3,392,824.529   716,124.764   MT  1.00017625   +1 09 00.6
 BJ4637
 BJ4637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4637!SPC LA S     -   0.99999888  x   0.99998946  =   0.99998834
 BJ4637!UTM  15      -   0.99999888  x   1.00017625  =   1.00017513
 BJ4637
 BJ4637:                Primary Azimuth Mark                     Grid Az
 BJ4637:SPC LA S     -  MONTPELIER ATT MICROWAVE                 067 29 03.7
 BJ4637:UTM  15      -  MONTPELIER ATT MICROWAVE                 066 37 42.8
 BJ4637
 BJ4637|---------------------------------------------------------------------|
 BJ4637| PID    Reference Object                     Distance      Geod. Az  |
 BJ4637|                                                           dddmmss.s |
 BJ4637| BJ4636 MONTPELIER ATT MICROWAVE            APPROX. 7.6 KM 0674643.4 |
 BJ4637| CW1354 FELBERT RM 1                         27.986 METERS 19738     |
 BJ4637| BJ4639 PINE GROVE SHELL PIPELINE MW        APPROX. 5.8 KM 2452000.0 |
 BJ4637| CW1353 FELBERT AZ MK                                      2664849.5 |
 BJ4637| CW1355 FELBERT RM 2                         28.101 METERS 27821     |
 BJ4637| BJ4638 PINE GROVE LOT                      APPROX. 7.0 KM 3534940.0 |
 BJ4637|---------------------------------------------------------------------|
 BJ4637
 BJ4637                          SUPERSEDED SURVEY CONTROL
 BJ4637
 BJ4637  NAD 83(1986)-  30 38 54.85786(N)    090 44 40.63102(W) AD(       ) 1
 BJ4637  NAD 27      -  30 38 54.18854(N)    090 44 40.28094(W) AD(       ) 1
 BJ4637  NGVD 29 (07/19/86)   34.3    (m)          113.     (f) VERT ANG       
 BJ4637
 BJ4637.Superseded values are not recommended for survey control.
 BJ4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4637.See file dsdata.txt to determine how the superseded data were derived.
 BJ4637
 BJ4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1612592825(NAD 83)
 BJ4637_MARKER: DS = TRIANGULATION STATION DISK
 BJ4637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4637
 BJ4637  HISTORY     - Date     Condition        Report By
 BJ4637  HISTORY     - 1970     MONUMENTED       NGS
 BJ4637
 BJ4637                          STATION DESCRIPTION
 BJ4637
 BJ4637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4637'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF LIVINGSTON, 6 MILES
 BJ4637'SOUTHWEST OF MONTPELIER, 4 MILES SOUTH OF PINE GROVE, IN THE NORTH
 BJ4637'CENTRAL EDGE OF SECTION 39, T 5 S, R 5 E AND ON LAND OWNED BY THE
 BJ4637'CROWN-ZELLERBACK CORPORATION OF BOGALUSA.  MR. RAYMOND THIBODEAUX
 BJ4637'IS THE LAND MANAGER FOR THE CORPORATION.
 BJ4637'
 BJ4637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 449 AND STATE
 BJ4637'HIGHWAY 16 IN PINE GROVE, GO SOUTH ON STATE HIGHWAY 449 FOR 2.75
 BJ4637'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON A PAVED
 BJ4637'ROAD FOR 1.6 MILES TO THE END OF THE PAVED ROAD AND A SIDE ROAD
 BJ4637'RIGHT.  TURN RIGHT AND GO SOUTHEAST AND EAST ON A GRAVELED ROAD
 BJ4637'FOR 0.4 MILE TO A REVERSE FORK ON THE RIGHT, CONTINUE EASTERLY ON
 BJ4637'THE GRAVELED ROAD FOR 0.35 MILE TO A SMALL CLEARING AND THE AZIMUTH
 BJ4637'MARK ON THE RIGHT, CONTINUE EASTERLY ON THE GRAVELED ROAD FOR
 BJ4637'0.3 MILE TO THE STATION ON THE LEFT.
 BJ4637'
 BJ4637'THE STATION MARK IS A STANDARD DISK, STAMPED FELBERT 1970, SET IN THE
 BJ4637'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4637'2-INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET NORTH OF THE
 BJ4637'CENTER OF THE GRAVELED ROAD, 23.5 FEET WEST OF A 30-INCH PINE
 BJ4637'STUMP AND 6.5 FEET SOUTH OF A METAL WITNESS POST.
 BJ4637'
 BJ4637'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FELBERT NO 1 1970, SET
 BJ4637'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4637'4-INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET SOUTH OF THE
 BJ4637'CENTER OF THE GRAVELED ROAD.
 BJ4637'
 BJ4637'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FELBERT NO 2 1970, SET
 BJ4637'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4637'3-INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET NORTH OF THE
 BJ4637'CENTER OF THE GRAVELED ROAD AND 24 FEET WEST OF A 20-INCH PINE
 BJ4637'STUMP.
 BJ4637'
 BJ4637'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FELBERT 1970, SET IN THE
 BJ4637'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4637'3-INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET SOUTH OF THE
 BJ4637'CENTER OF THE GRAVELED ROAD AND 2.5 FEET NORTH OF A METAL WITNESS
 BJ4637'POST.
 BJ4637'
 BJ4637'HEIGHT OF LIGHT ABOVE STATION MARK 38.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3014 ***********************************************************************
 AU3014  DESIGNATION -  FELIC
 AU3014  PID         -  AU3014
 AU3014  STATE/COUNTY-  LA/TERREBONNE
 AU3014  USGS QUAD   -  LAKE FELICITY (1994)
 AU3014
 AU3014                         *CURRENT SURVEY CONTROL
 AU3014  ___________________________________________________________________
 AU3014* NAD 83(1992)-  29 16 30.06479(N)    090 28 38.63700(W)     ADJUSTED  
 AU3014* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3014  **This station is located in a subsidence area (see below).
 AU3014  ___________________________________________________________________
 AU3014  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU3014  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AU3014
 AU3014  HORZ ORDER  -  SECOND
 AU3014
 AU3014.The horizontal coordinates were established by classical geodetic methods
 AU3014.and adjusted by the National Geodetic Survey in January 1993..
 AU3014
 AU3014 ** The orthometric height has not been validated since last determined
 AU3014 ** by differential leveling and should not be used for control purposes.
 AU3014 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3014 ** area with valid NAVD 88 orthometric heights.
 AU3014 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3014 ** epoch indicated which incorporates improved geoid heights for the
 AU3014 ** Southern Louisiana Subsidence area.
 AU3014 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3014.The orthometric height was scaled from a topographic map.
 AU3014
 AU3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3014
 AU3014.The geoid height was determined by GEOID03.
 AU3014
 AU3014;                    North         East     Units Scale Factor Converg.
 AU3014;SPC LA S     -    86,219.284 1,083,179.240   MT  1.00000538   +0 25 40.7
 AU3014;SPC LA S     -   282,871.10  3,553,730.56   sFT  1.00000538   +0 25 40.7
 AU3014;UTM  15      - 3,241,095.310   745,089.561   MT  1.00034128   +1 14 03.0
 AU3014
 AU3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3014!SPC LA S     -   1.00000384  x   1.00000538  =   1.00000922
 AU3014!UTM  15      -   1.00000384  x   1.00034128  =   1.00034512
 AU3014
 AU3014:                Primary Azimuth Mark                     Grid Az
 AU3014:SPC LA S     -  CHIEN 1934                               039 20 38.1
 AU3014:UTM  15      -  CHIEN 1934                               038 32 15.8
 AU3014
 AU3014|---------------------------------------------------------------------|
 AU3014| PID    Reference Object                     Distance      Geod. Az  |
 AU3014|                                                           dddmmss.s |
 AU3014| AU3015 CHIEN 1934                          APPROX. 6.5 KM 0394618.8 |
 AU3014| AU3039 LAKE BARRE PASS LIGHT               APPROX.10.2 KM 2532950.3 |
 AU3014| DD6651 FELIC RM 1                           32.390 METERS 25708     |
 AU3014| DD6652 FELIC RM 2                           28.730 METERS 32150     |
 AU3014|---------------------------------------------------------------------|
 AU3014
 AU3014                          SUPERSEDED SURVEY CONTROL
 AU3014
 AU3014  NAD 83(1986)-  29 16 30.08241(N)    090 28 38.64678(W) AD(       ) 2
 AU3014  NAD 27      -  29 16 29.26700(N)    090 28 38.33900(W) AD(       ) 2
 AU3014
 AU3014.Superseded values are not recommended for survey control.
 AU3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3014.See file dsdata.txt to determine how the superseded data were derived.
 AU3014
 AU3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4509041095(NAD 83)
 AU3014_MARKER: DS = TRIANGULATION STATION DISK
 AU3014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3014_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3014
 AU3014  HISTORY     - Date     Condition        Report By
 AU3014  HISTORY     - 1934     MONUMENTED       CGS
 AU3014  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3014
 AU3014                          STATION DESCRIPTION
 AU3014
 AU3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3014'STATION IS AT THE NE CORNER OF LAKE BARRE, ON A POINT ON
 AU3014'THE W SIDE OF A DEEP CHANNEL WHICH LEADS INTO THE SW CORNER
 AU3014'OF LAKE FELICITY.  THIS POINT IS FORMED BY LAKE BARRE, THE
 AU3014'DEEP CHANNEL MENTIONED ABOVE, AND A SMALL ROUNDED BAY WHICH
 AU3014'LEADS TO THE WESTWARD OF THE DEEP CHANNEL.  THIS CHANNEL
 AU3014'IS EXCEPTIONALLY DEEP, RUNS IN APPROXIMATELY A N-S DIRECTION,
 AU3014'IS ABOUT 100 YARDS ACROSS, AND IS THE SECOND CHANNEL INTO
 AU3014'LAKE FELICITY TO THE WESTWARD OF THE WIDE CHANNEL MARKED
 AU3014'BY SLATTED BEACONS.
 AU3014'
 AU3014'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU3014'IN CONCRETE IN THE TOP OF TILES.
 AU3014'
 AU3014'REFERENCE MARK NO. 1 IS 32.39 METERS (106.3 FEET) FROM THE
 AU3014'STATION S 77 DEG 08 MIN W.
 AU3014'
 AU3014'REFERENCE MARK NO. 2 IS 28.73 METERS (94.3 FEET) FROM THE
 AU3014'STATION N 30 DEG 10 MIN W.
 AU3014
 AU3014                          STATION RECOVERY (1952)
 AU3014
 AU3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3014'STATION IS LOST THROUGH THE EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3616 ***********************************************************************
 BJ3616  DESIGNATION -  FELIX
 BJ3616  PID         -  BJ3616
 BJ3616  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3616  USGS QUAD   -  CHIPOLA (1984)
 BJ3616
 BJ3616                         *CURRENT SURVEY CONTROL
 BJ3616  ___________________________________________________________________
 BJ3616* NAD 83(1992)-  30 56 18.48945(N)    090 52 17.11746(W)     ADJUSTED  
 BJ3616* NAVD 88     -        59.759  (meters)     196.06   (feet)  ADJUSTED  
 BJ3616  ___________________________________________________________________
 BJ3616  X           -     -83,275.073 (meters)                     COMP
 BJ3616  Y           -  -5,474,896.171 (meters)                     COMP
 BJ3616  Z           -   3,260,060.909 (meters)                     COMP
 BJ3616  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BJ3616  ELLIP HEIGHT-          32.56  (meters)          (02/21/02) GPS OBS
 BJ3616  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3616  DYNAMIC HT  -          59.683 (meters)     195.81  (feet)  COMP
 BJ3616  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BJ3616
 BJ3616  HORZ ORDER  -  FIRST
 BJ3616  VERT ORDER  -  SECOND    CLASS I
 BJ3616  ELLP ORDER  -  FOURTH    CLASS I
 BJ3616
 BJ3616.The horizontal coordinates were established by GPS observations
 BJ3616.and adjusted by the National Geodetic Survey in May 1994..
 BJ3616
 BJ3616.The orthometric height was determined by differential leveling
 BJ3616.and adjusted by the National Geodetic Survey in February 1994..
 BJ3616
 BJ3616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3616
 BJ3616.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3616
 BJ3616.The ellipsoidal height was determined by GPS observations
 BJ3616.and is referenced to NAD 83.
 BJ3616
 BJ3616.The geoid height was determined by GEOID03.
 BJ3616
 BJ3616.The dynamic height is computed by dividing the NAVD 88
 BJ3616.geopotential number by the normal gravity value computed on the
 BJ3616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3616.degrees latitude (g = 980.6199 gals.).
 BJ3616
 BJ3616.The modeled gravity was interpolated from observed gravity values.
 BJ3616
 BJ3616;                    North         East     Units Scale Factor Converg.
 BJ3616;SPC LA S     -   270,391.372 1,044,145.350   MT  1.00005941   +0 13 51.5
 BJ3616;SPC LA S     -   887,109.03  3,425,666.87   sFT  1.00005941   +0 13 51.5
 BJ3616;UTM  15      - 3,424,725.442   703,359.579   MT  1.00011015   +1 05 41.0
 BJ3616
 BJ3616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3616!SPC LA S     -   0.99999489  x   1.00005941  =   1.00005430
 BJ3616!UTM  15      -   0.99999489  x   1.00011015  =   1.00010504
 BJ3616
 BJ3616|---------------------------------------------------------------------|
 BJ3616| PID    Reference Object                     Distance      Geod. Az  |
 BJ3616|                                                           dddmmss.s |
 BJ3616| BJ3617 FELIX RM 1                           42.623 METERS 19838     |
 BJ3616| BJ3618 FELIX AZ MK                         APPROX. 0.5 KM 2884445.9 |
 BJ3616| BJ3615 FELIX RM 2                           35.219 METERS 29806     |
 BJ3616|---------------------------------------------------------------------|
 BJ3616
 BJ3616                          SUPERSEDED SURVEY CONTROL
 BJ3616
 BJ3616  ELLIP H (05/13/94)   32.63   (m)                       GP(       ) 4 1
 BJ3616  NAD 83(1992)-  30 56 18.48959(N)    090 52 17.11740(W) AD(       ) 1
 BJ3616  ELLIP H (01/21/93)   32.62   (m)                       GP(       ) 4 2
 BJ3616  NAD 83(1986)-  30 56 18.50718(N)    090 52 17.11269(W) AD(       ) 1
 BJ3616  NGVD 29 (06/20/87)   59.78   (m)          196.1    (f) LEVELING    3  
 BJ3616
 BJ3616.Superseded values are not recommended for survey control.
 BJ3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3616.See file dsdata.txt to determine how the superseded data were derived.
 BJ3616
 BJ3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0336024725(NAD 83)
 BJ3616_MARKER: DS = TRIANGULATION STATION DISK
 BJ3616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3616_SP_SET: CONCRETE POST
 BJ3616_STAMPING: FELIX 1984
 BJ3616_MARK LOGO: LADH  
 BJ3616_PROJECTION: FLUSH
 BJ3616_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3616+STABILITY: SURFACE MOTION
 BJ3616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3616+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1985
 BJ3616
 BJ3616  HISTORY     - Date     Condition        Report By
 BJ3616  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3616  HISTORY     - 1984     GOOD             LADTD
 BJ3616  HISTORY     - 19850608 GOOD
 BJ3616
 BJ3616                          STATION DESCRIPTION
 BJ3616
 BJ3616'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3616'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 56, T1S,
 BJ3616'R3E.  OWNERSHIP--DR. ROBERT ANDERSON ESTATE.
 BJ3616'
 BJ3616'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ALONG
 BJ3616'STATE HIGHWAY 10 FOR ABOUT 14.7 KM (9.15 MI) TO THE JUNCTION WITH
 BJ3616'FOLLEY BROWN ROAD, THENCE 6.0 KM (3.75 MI) NORTH (LEFT) ON FOLLEY
 BJ3616'BROWN ROAD TO THE JUNCTION WITH STATE HIGHWAY 961, THENCE EAST
 BJ3616'(RIGHT) ON HIGHWAY 961 FOR 1.6 KM (1.0 MI) TO A GRAVEL ROAD ON THE
 BJ3616'RIGHT, THENCE EAST (RIGHT) ON THE GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO
 BJ3616'THE STATION MARK ON THE LEFT.
 BJ3616'
 BJ3616'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3616'DISK STAMPED---FELIX 1984---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3616'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3616'9.4 METERS (31 FEET) N FROM THE CENTER OF THE GRAVEL ROAD AND 0.6
 BJ3616'METER (2 FEET) S FROM A METAL WITNESS POST AND SIGN.
 BJ3616'
 BJ3616'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3616'DEVELOPMENT DISK STAMPED---FELIX 1984---SET INTO AN IRREGULAR MASS
 BJ3616'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3616'
 BJ3616'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3616'DEVELOPMENT DISK STAMPED---FELIX RM 1 1984---SET INTO THE TOP OF A
 BJ3616'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3616'GROUND LOCATED 32.9 METERS (108 FEET) S FROM THE CENTER OF THE GRAVEL
 BJ3616'ROAD, 1.8 METERS (6 FEET) NW FROM A POWER POLE NUMBER CN 74-26-66-4,
 BJ3616'AND 0.6 METER (2 FEET) N FROM A METAL WITNESS POST AND SIGN.
 BJ3616'
 BJ3616'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3616'DEVELOPMENT DISK STAMPED---FELIX RM 2 1984---SET INTO THE TOP OF A
 BJ3616'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3616'GROUND LOCATED 35.7 METERS (117 FEET) W FROM THE STATION MARK, 20.1
 BJ3616'METERS (66 FEET) N FROM THE CENTER OF THE GRAVEL ROAD, AND 0.6 METER
 BJ3616'(2 FEET) S FROM A METAL WITNESS POST AND SIGN.
 BJ3616'
 BJ3616'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3616'DISK STAMPED---FELIX AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3616'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3616'LOCATED 9.3 METERS (30.5 FEET) ENE FROM THE CENTERLINE OF STATE
 BJ3616'HIGHWAY 961, 15.8 METERS (52 FEET) E FROM THE EAST CORNER OF A SMALL
 BJ3616'FRAME HOUSE, 1.4 METERS (4.5 FEET) SW FROM A POWER POLE WITH ONE GUY
 BJ3616'WIRE, AND 0.6 METER (2 FEET) SW FROM A METAL WITNESS POST AND SIGN.
 BJ3616'
 BJ3616'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG THE
 BJ3616'GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF STATE HIGHWAY 961,
 BJ3616'THENCE WEST (LEFT) ALONG HIGHWAY 961 FOR 0.5 KM (0.3 MI) TO THE
 BJ3616'AZIMUTH MARK ON THE LEFT.
 BJ3616
 BJ3616                          STATION RECOVERY (1984)
 BJ3616
 BJ3616'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3616'22.7 KM (14.1 MI) NE FROM CLINTON.
 BJ3616'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3616'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3616'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3616'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.6 KM (1 MI) TO A
 BJ3616'GRAVEL ROAD ON THE RIGHT, THENCE EAST (RIGHT) ON THE GRAVEL ROAD FOR
 BJ3616'0.3 KM (0.2 MI) TO THE STATION MARK ON THE LEFT, AND 9.4 METERS
 BJ3616'(31 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD.
 BJ3616'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3616'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 BJ3616
 BJ3616                          STATION RECOVERY (1985)
 BJ3616
 BJ3616'RECOVERED 1985
 BJ3616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3618 ***********************************************************************
 BJ3618  DESIGNATION -  FELIX AZ MK
 BJ3618  PID         -  BJ3618
 BJ3618  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3618  USGS QUAD   -  FELPS (1984)
 BJ3618
 BJ3618                         *CURRENT SURVEY CONTROL
 BJ3618  ___________________________________________________________________
 BJ3618* NAD 83(1992)-  30 56 24.05832(N)    090 52 36.15572(W)     ADJUSTED  
 BJ3618* NAVD 88     -        59.358  (meters)     194.74   (feet)  ADJUSTED  
 BJ3618  ___________________________________________________________________
 BJ3618  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ3618  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3618  DYNAMIC HT  -          59.282 (meters)     194.49  (feet)  COMP
 BJ3618  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 BJ3618
 BJ3618  HORZ ORDER  -  SECOND
 BJ3618  VERT ORDER  -  SECOND    CLASS I
 BJ3618
 BJ3618.The horizontal coordinates were established by classical geodetic methods
 BJ3618.and adjusted by the National Geodetic Survey in May 1994..
 BJ3618.No horizontal observational check was made to the station.
 BJ3618
 BJ3618.The orthometric height was determined by differential leveling
 BJ3618.and adjusted by the National Geodetic Survey in February 1994..
 BJ3618
 BJ3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3618
 BJ3618.The geoid height was determined by GEOID03.
 BJ3618
 BJ3618.The dynamic height is computed by dividing the NAVD 88
 BJ3618.geopotential number by the normal gravity value computed on the
 BJ3618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3618.degrees latitude (g = 980.6199 gals.).
 BJ3618
 BJ3618.The modeled gravity was interpolated from observed gravity values.
 BJ3618
 BJ3618;                    North         East     Units Scale Factor Converg.
 BJ3618;SPC LA S     -   270,560.859 1,043,639.252   MT  1.00005985   +0 13 41.9
 BJ3618;SPC LA S     -   887,665.08  3,424,006.45   sFT  1.00005985   +0 13 41.9
 BJ3618;UTM  15      - 3,424,887.288   702,850.958   MT  1.00010760   +1 05 31.4
 BJ3618
 BJ3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3618!SPC LA S     -   0.99999494  x   1.00005985  =   1.00005479
 BJ3618!UTM  15      -   0.99999494  x   1.00010760  =   1.00010254
 BJ3618
 BJ3618                          SUPERSEDED SURVEY CONTROL
 BJ3618
 BJ3618  NAD 83(1992)-  30 56 24.05846(N)    090 52 36.15567(W) AD(       ) 2
 BJ3618  NAD 83(1986)-  30 56 24.07604(N)    090 52 36.15096(W) AD(       ) 2
 BJ3618  NGVD 29 (06/20/87)   59.38   (m)          194.8    (f) LEVELING    3  
 BJ3618
 BJ3618.Superseded values are not recommended for survey control.
 BJ3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3618.See file dsdata.txt to determine how the superseded data were derived.
 BJ3618
 BJ3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0285124887(NAD 83)
 BJ3618_MARKER: DZ = AZIMUTH MARK DISK
 BJ3618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3618_SP_SET: CONCRETE POST
 BJ3618_STAMPING: FELIX AZ MK 1984
 BJ3618_MARK LOGO: LADH  
 BJ3618_PROJECTION: FLUSH
 BJ3618_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3618+STABILITY: SURFACE MOTION
 BJ3618
 BJ3618  HISTORY     - Date     Condition        Report By
 BJ3618  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3618  HISTORY     - 1984     GOOD             LADTD
 BJ3618
 BJ3618                          STATION DESCRIPTION
 BJ3618
 BJ3618'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3618'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 56, T1S,
 BJ3618'R3E.  OWNERSHIP-- DR. ROBERT ANDERSON ESTATE.
 BJ3618'
 BJ3618'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ALONG
 BJ3618'STATE HIGHWAY FOR ABOUT 14.7 KM (9.15 MI) TO THE JUNCTION WITH FOLLEY
 BJ3618'BROWN ROAD, THENCE NORTH (LEFT) FOR 6.0 KM (3.75 MI) ON FOLLEY BROWN
 BJ3618'ROAD TO THE JUNCTION WITH STATE HIGHWAY 961, THENCE EAST ON 961 FOR
 BJ3618'2.1 KM (1.3 MI) TO STATION MARK ON LEFT.
 BJ3618'
 BJ3618'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3618'DISK STAMPED---FELIX AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3618'CONCRETE MONUMENT  30 CM (12 INCHES) IN
 BJ3618'DIAMETER FLUSH WITH THE GROUND LOCATED 9.3 METERS (30.5 FEET) ENE
 BJ3618'FROM THE CENTERLINE OF STATE HIGHWAY 961, 15.8 METERS (52 FEET) E
 BJ3618'FROM THE EAST CORNER OF A SMALL FRAME HOUSE, 1.4 METERS (4.5 FEET) SW
 BJ3618'FROM A POWER POLE WITH A GUY WIRE, AND 0.6 METER (2 FEET) SW FROM A
 BJ3618'METAL WITNESS POST AND SIGN.
 BJ3618
 BJ3618                          STATION RECOVERY (1984)
 BJ3618
 BJ3618'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3618'21.9 KM (13.6 MI) NE FROM CLINTON.
 BJ3618'ABOUT 14.7 KM (9.15 MILES) EAST ALONG STATE HIGHWAY 10 FROM THE
 BJ3618'COURTHOUSE IN CLINTON TO ITS JUNCTION WITH FOLLEY BROWN ROAD TO THE
 BJ3618'LEFT, THENCE 6.0 KM (3.75 MILES) NORTHERLY ALONG FOLLEY BROWN ROAD TO
 BJ3618'ITS JUNCTION WITH STATE HIGHWAY 961, TURN RIGHT AND GO EAST-NORTHEAST
 BJ3618'ALONG STATE HIGHWAY 961 FOR 1.1 KM (0.7 MILES) TO THE MARK ON RIGHT,
 BJ3618'9.3 METERS (30.5 FT) EAST-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 BJ3618'961, 15.8 METERS (52.0 FT) EAST OF THE EAST CORNER OF A SMALL FRAME
 BJ3618'HOUSE, 1.4 METERS (4.5 FT) SOUTHWEST OF A POWER POLE WITH ONE GUY
 BJ3618'WIRE, AND 1.2 METERS (4.0 FT) SOUTHWEST OF A TELEPHONE JUNCTION BOX.
 BJ3618'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 BJ3618'THE MARK IS 0.91 M BELOW HIGHWAY 961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3617 ***********************************************************************
 BJ3617  DESIGNATION -  FELIX RM 1
 BJ3617  PID         -  BJ3617
 BJ3617  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3617  USGS QUAD   -  CHIPOLA (1984)
 BJ3617
 BJ3617                         *CURRENT SURVEY CONTROL
 BJ3617  ___________________________________________________________________
 BJ3617* NAD 83(1986)-  30 56 30.     (N)    090 52 10.     (W)     SCALED    
 BJ3617* NAVD 88     -        59.434  (meters)     194.99   (feet)  ADJUSTED  
 BJ3617  ___________________________________________________________________
 BJ3617  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3617  DYNAMIC HT  -          59.358 (meters)     194.74  (feet)  COMP
 BJ3617  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ3617
 BJ3617  VERT ORDER  -  SECOND    CLASS I
 BJ3617
 BJ3617.The horizontal coordinates were scaled from a topographic map and have
 BJ3617.an estimated accuracy of +/- 6 seconds.
 BJ3617
 BJ3617.The orthometric height was determined by differential leveling
 BJ3617.and adjusted by the National Geodetic Survey in February 1994..
 BJ3617
 BJ3617.The geoid height was determined by GEOID03.
 BJ3617
 BJ3617.The dynamic height is computed by dividing the NAVD 88
 BJ3617.geopotential number by the normal gravity value computed on the
 BJ3617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3617.degrees latitude (g = 980.6199 gals.).
 BJ3617
 BJ3617.The modeled gravity was interpolated from observed gravity values.
 BJ3617
 BJ3617;                    North         East    Units  Estimated Accuracy
 BJ3617;SPC LA S     -   270,750.    1,044,330.      MT  (+/- 180 meters Scaled)
 BJ3617
 BJ3617                          SUPERSEDED SURVEY CONTROL
 BJ3617
 BJ3617.No superseded survey control is available for this station.
 BJ3617
 BJ3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ035250(NAD 83)
 BJ3617_MARKER: DR = REFERENCE MARK DISK
 BJ3617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3617_SP_SET: CONCRETE POST
 BJ3617_STAMPING: FELIX RM 1 1984
 BJ3617_MARK LOGO: LADH  
 BJ3617_PROJECTION: FLUSH
 BJ3617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3617+STABILITY: SURFACE MOTION
 BJ3617
 BJ3617  HISTORY     - Date     Condition        Report By
 BJ3617  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3617  HISTORY     - 1984     GOOD             LADTD
 BJ3617
 BJ3617                          STATION DESCRIPTION
 BJ3617
 BJ3617'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3617'22.7 KM (14.1 MI) NE FROM CLINTON.
 BJ3617'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3617'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3617'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3617'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.6 KM (1 MI) TO A
 BJ3617'GRAVEL ROAD ON THE RIGHT, THENCE EAST (RIGHT) ON THE GRAVEL ROAD FOR
 BJ3617'0.3 KM (0.2 MI) TO THE REFERENCE MARK ON THE RIGHT, 32.9 METERS
 BJ3617'(108 FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD, AND 1.8 METERS
 BJ3617'(5.8 FT) NORTHWEST OF POWER POLE NUMBER CN 74-26-66-4.
 BJ3617'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 BJ3617'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3615 ***********************************************************************
 BJ3615  DESIGNATION -  FELIX RM 2
 BJ3615  PID         -  BJ3615
 BJ3615  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3615  USGS QUAD   -  CHIPOLA (1984)
 BJ3615
 BJ3615                         *CURRENT SURVEY CONTROL
 BJ3615  ___________________________________________________________________
 BJ3615* NAD 83(1986)-  30 56 30.     (N)    090 52 10.     (W)     SCALED    
 BJ3615* NAVD 88     -        59.928  (meters)     196.61   (feet)  ADJUSTED  
 BJ3615  ___________________________________________________________________
 BJ3615  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3615  DYNAMIC HT  -          59.851 (meters)     196.36  (feet)  COMP
 BJ3615  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ3615
 BJ3615  VERT ORDER  -  SECOND    CLASS I
 BJ3615
 BJ3615.The horizontal coordinates were scaled from a topographic map and have
 BJ3615.an estimated accuracy of +/- 6 seconds.
 BJ3615
 BJ3615.The orthometric height was determined by differential leveling
 BJ3615.and adjusted by the National Geodetic Survey in February 1994..
 BJ3615
 BJ3615.The geoid height was determined by GEOID03.
 BJ3615
 BJ3615.The dynamic height is computed by dividing the NAVD 88
 BJ3615.geopotential number by the normal gravity value computed on the
 BJ3615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3615.degrees latitude (g = 980.6199 gals.).
 BJ3615
 BJ3615.The modeled gravity was interpolated from observed gravity values.
 BJ3615
 BJ3615;                    North         East    Units  Estimated Accuracy
 BJ3615;SPC LA S     -   270,750.    1,044,330.      MT  (+/- 180 meters Scaled)
 BJ3615
 BJ3615                          SUPERSEDED SURVEY CONTROL
 BJ3615
 BJ3615.No superseded survey control is available for this station.
 BJ3615
 BJ3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ035250(NAD 83)
 BJ3615_MARKER: DR = REFERENCE MARK DISK
 BJ3615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3615_SP_SET: CONCRETE POST
 BJ3615_STAMPING: FELIX RM 2 1984
 BJ3615_MARK LOGO: LADH  
 BJ3615_PROJECTION: FLUSH
 BJ3615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3615+STABILITY: SURFACE MOTION
 BJ3615
 BJ3615  HISTORY     - Date     Condition        Report By
 BJ3615  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3615  HISTORY     - 1984     GOOD             LADTD
 BJ3615
 BJ3615                          STATION DESCRIPTION
 BJ3615
 BJ3615'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3615'22.7 KM (14.1 MI) NE FROM CLINTON.
 BJ3615'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3615'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3615'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3615'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.6 KM (1 MI) TO A
 BJ3615'GRAVEL ROAD ON THE RIGHT, THENCE EAST (RIGHT) ON THE GRAVEL ROAD FOR
 BJ3615'0.3 KM (0.2 MI) TO THE REFERENCE MARK ON THE RIGHT, 35.7 METERS
 BJ3615'(117 FT) WEST OF THE STATION MARK, AND 20.1 METERS (66 FT) NORTH OF
 BJ3615'THE CENTER OF THE GRAVEL ROAD.
 BJ3615'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3615'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2663 ***********************************************************************
 BK2663  DESIGNATION -  FENRIS TRANSCON MW KKD 594
 BK2663  PID         -  BK2663
 BK2663  STATE/COUNTY-  LA/EVANGELINE
 BK2663  USGS QUAD   -  EUNICE NORTH (1983)
 BK2663
 BK2663                         *CURRENT SURVEY CONTROL
 BK2663  ___________________________________________________________________
 BK2663* NAD 83(1992)-  30 34 40.31678(N)    092 25 47.84077(W)     ADJUSTED  
 BK2663* NAVD 88     -                                                        
 BK2663  ___________________________________________________________________
 BK2663  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BK2663  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2663
 BK2663  HORZ ORDER  -  THIRD
 BK2663
 BK2663.The horizontal coordinates were established by classical geodetic methods
 BK2663.and adjusted by the National Geodetic Survey in January 1993..
 BK2663
 BK2663
 BK2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2663
 BK2663.The geoid height was determined by GEOID03.
 BK2663
 BK2663;                    North         East     Units Scale Factor Converg.
 BK2663;SPC LA S     -   230,826.716   894,813.473   MT  0.99997630   -0 32 54.0
 BK2663;SPC LA S     -   757,303.98  2,935,733.87   sFT  0.99997630   -0 32 54.0
 BK2663;UTM  15      - 3,382,958.708   554,658.561   MT  0.99963685   +0 17 24.0
 BK2663
 BK2663                          SUPERSEDED SURVEY CONTROL
 BK2663
 BK2663  NAD 83(1986)-  30 34 40.33692(N)    092 25 47.83510(W) AD(       ) 4
 BK2663  NAD 27      -  30 34 39.62260(N)    092 25 47.35930(W) AD(       ) 3
 BK2663
 BK2663.Superseded values are not recommended for survey control.
 BK2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2663.See file dsdata.txt to determine how the superseded data were derived.
 BK2663
 BK2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5465982959(NAD 83)
 BK2663_MARKER: 45 = MICROWAVE TOWER
 BK2663
 BK2663  HISTORY     - Date     Condition        Report By
 BK2663  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2663
 BK2663                          STATION DESCRIPTION
 BK2663
 BK2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2663'THE RED LIGHT AT THE TOP OF THE MICROWAVE TOWER OF THE
 BK2663'TRANSCONTINENTAL GAS PIPELINE CORP. NEAR FENRIS.  IT IS A STRUCTURAL
 BK2663'STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 BK2663'OF RED AND WHITE AND IS ABOUT 280 FEET TALL.  IT IS LOCATED 1-1/2
 BK2663'MILES NORTH OF FENRIS AND ON THE EAST SIDE OF STATE HIGHWAY 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2965 ***********************************************************************
 BK2965  DESIGNATION -  FENTON
 BK2965  PID         -  BK2965
 BK2965  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2965  USGS QUAD   -  FENTON (1985)
 BK2965
 BK2965                         *CURRENT SURVEY CONTROL
 BK2965  ___________________________________________________________________
 BK2965* NAD 83(1992)-  30 22 18.88288(N)    092 54 53.50335(W)     ADJUSTED  
 BK2965* NAVD 88     -        11.4  **(meters)      37.   **(feet)  VERTCON   
 BK2965  **This station is located in a subsidence area (see below).
 BK2965  ___________________________________________________________________
 BK2965  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BK2965  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2965
 BK2965  HORZ ORDER  -  FIRST
 BK2965
 BK2965.The horizontal coordinates were established by classical geodetic methods
 BK2965.and adjusted by the National Geodetic Survey in January 1993..
 BK2965
 BK2965 ** The orthometric height has not been validated since last determined
 BK2965 ** by differential leveling and should not be used for control purposes.
 BK2965 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2965 ** area with valid NAVD 88 orthometric heights.
 BK2965 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2965 ** epoch indicated which incorporates improved geoid heights for the
 BK2965 ** Southern Louisiana Subsidence area.
 BK2965 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2965
 BK2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2965
 BK2965.The geoid height was determined by GEOID03.
 BK2965
 BK2965;                    North         East     Units Scale Factor Converg.
 BK2965;SPC LA S     -   208,541.176   847,989.324   MT  0.99994664   -0 47 26.8
 BK2965;SPC LA S     -   684,188.84  2,782,111.64   sFT  0.99994664   -0 47 26.8
 BK2965;UTM  15      - 3,360,000.446   508,180.569   MT  0.99960083   +0 02 35.0
 BK2965
 BK2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2965!SPC LA S     -   1.00000250  x   0.99994664  =   0.99994914
 BK2965!UTM  15      -   1.00000250  x   0.99960083  =   0.99960333
 BK2965
 BK2965:                Primary Azimuth Mark                     Grid Az
 BK2965:SPC LA S     -  KINDER SW STATES TEL MW                  027 06 50.7
 BK2965:UTM  15      -  KINDER SW STATES TEL MW                  026 16 48.9
 BK2965
 BK2965|---------------------------------------------------------------------|
 BK2965| PID    Reference Object                     Distance      Geod. Az  |
 BK2965|                                                           dddmmss.s |
 BK2965| BK2956 KINDER SW STATES TEL MW             APPROX.14.1 KM 0261923.9 |
 BK2965| BK2954 KINDER MUNICIPAL TANK               APPROX.14.6 KM 0263138.0 |
 BK2965| BK2971 FONTENOT TENN GAS PLINE MST         APPROX. 8.2 KM 0272731.0 |
 BK2965| BK0736 D 2294 LAGS                         APPROX. 0.9 KM 0304803.9 |
 BK2965| BK2963 FENTON BELL TEL MICROWAVE MAST      APPROX. 5.3 KM 1372644.5 |
 BK2965| BK2944 LACASSINE RICE DRIER INC TANK       APPROX.14.9 KM 1814846.2 |
 BK2965| BK2966 FENTON RICE CORP WATER TANK         APPROX. 1.0 KM 2001609.1 |
 BK2965| CW1356 FENTON RM 1                          29.510 METERS 23023     |
 BK2965| CW1357 FENTON RM 2                          58.586 METERS 34301     |
 BK2965|---------------------------------------------------------------------|
 BK2965
 BK2965                          SUPERSEDED SURVEY CONTROL
 BK2965
 BK2965  NAD 83(1986)-  30 22 18.90330(N)    092 54 53.49692(W) AD(       ) 1
 BK2965  NAD 27      -  30 22 18.16970(N)    092 54 52.96234(W) AD(       ) 1
 BK2965  NGVD 29 (07/19/86)   11.4    (m)           37.     (f) VERT ANG       
 BK2965
 BK2965.Superseded values are not recommended for survey control.
 BK2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2965.See file dsdata.txt to determine how the superseded data were derived.
 BK2965
 BK2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0818160000(NAD 83)
 BK2965_MARKER: DS = TRIANGULATION STATION DISK
 BK2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2965
 BK2965  HISTORY     - Date     Condition        Report By
 BK2965  HISTORY     - 1963     MONUMENTED       CGS
 BK2965  HISTORY     - 1974     GOOD             NGS
 BK2965  HISTORY     - 20030312 GOOD             USPSQD
 BK2965  HISTORY     - 20040420 GOOD             USPSQD
 BK2965
 BK2965                          STATION DESCRIPTION
 BK2965
 BK2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2965'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF THE APPROXIMATE
 BK2965'CENTER OF THE VILLAGE OF FENTON, AND APPROXIMATELY 0.1 MILE
 BK2965'WEST OF U.S. HIGHWAY 165 ON THE PROPERTY OWNED BY MR. JASPER
 BK2965'PITRE WHO GAVE PERMISSION
 BK2965'
 BK2965'TO REACH THE STATION SITE FROM THE TRAFFIC LIGHT IN FENTON,
 BK2965'GO NORTH-NORTHEAST ON U.S. HIGHWAY 165 FOR 0.4 MILE TO A
 BK2965'TRACK ROAD LEFT, TURN LEFT AND GO WEST ACROSS A CATTLE GUARD
 BK2965'FOR 0.05 MILE TO THE WEST EDGE OF A GROVE OF OAK TREES, TURN
 BK2965'RIGHT AND PICK YOUR WAY THROUGH THE TREES TO A WIRE GAP
 BK2965'AND CONTINUE NORTHEAST ON A DIM TRACK ROAD ALONG A SLIGHT
 BK2965'RIDGE FOR ABOUT 100.0 YARDS TO THE EDGE OF THE WOODS AND
 BK2965'THE STATION.
 BK2965'
 BK2965'TO REACH THE BENCH MARK D 2294 FROM THE TRAFFIC LIGHT IN
 BK2965'FENTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 165 FOR 1.05
 BK2965'MILES TO BENCH MARK D 2294 ON THE LEFT SIDE OF THE HIGHWAY.
 BK2965'
 BK2965'THE STATION IS A STANDARD DISK STAMPED FENTON 1963 SET IN
 BK2965'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 1
 BK2965'INCH.  IT IS 5.5 FEET WEST OF A 3 INCH DIAMETER CREOSOTE
 BK2965'WOOD WITNESS POST WITH SIGN, 18.2 FEET EAST-NORTHEAST OF A
 BK2965'4 INCH PINE TREE WITH TRIANGULAR BLAZE, 18.2 FEET EAST OF
 BK2965'FENCE LINE.
 BK2965'
 BK2965'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FENTON NO 1
 BK2965'1963 SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 BK2965'2 INCHES.  IT IS 100.0 FEET SOUTHWEST OF A 3 INCH DIAMETER
 BK2965'CREOSOTE WOOD WITNESS POST WITH SIGN, 11.6 FEET SOUTH-SOUTHEAST
 BK2965'OF A DIM TRACK ROAD AND 15.0 FEET NORTH OF A OAK TREE WITH
 BK2965'TRIANGULAR BLAZE.
 BK2965'
 BK2965'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FENTON NO 2
 BK2965'1963 SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 BK2965'1 INCH.  IT IS 1.0 FEET SOUTH OF A EAST AND WEST FENCE LINE,
 BK2965'48.0 FEET EAST OF A TELEPHONE POLE, 108.5 FEET EAST OF FENCE
 BK2965'CORNER, 196.0 FEET NORTH OF 3 INCH DIAMETER CREOSOTE WOOD
 BK2965'WITNESS POST WITH SIGN.
 BK2965'
 BK2965'D 2294 IS A STANDARD LOUISIANA GEODETIC SURVEY STATION DISK
 BK2965'STAMPED D 2294 SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 BK2965'POST PROJECTING 2 INCHES.  IT IS 1.7 FEET EAST OF FENCE,
 BK2965'44.4 FEET SOUTH OF A POWER LINE POLE, 65.0 FEET WEST OF
 BK2965'U.S. HIGHWAY 165 AND 43.4 FEET SOUTH OF A METAL FENCE CORNER
 BK2965'AROUND A HOUSE.
 BK2965
 BK2965                          STATION RECOVERY (1974)
 BK2965
 BK2965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2965'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND D2294 (LGS)
 BK2965'(AZ MK) WERE RECOVERED IN GOOD CONDITION.  THE HORIZONTAL
 BK2965'ANGLE TO THE REFERENCE MARKS AND (AZ MK) CHECKED THE 1963
 BK2965'OBSERVATIONS.  DISCREPANCIES WERE FOUND IN THE 1963 MEASUREMENTS
 BK2965'TO THE REFERENCE MARKS.  R.M. 1 WAS FOUND TO BE 0.010 METERS
 BK2965'LONGER, R.M. 2, 0.006 METERS LONGER.  D2294 (LGS) (AZ MK)
 BK2965'IS NO LONGER VISIBLE FROM THE GROUND.  DUE TO CHANGES, A
 BK2965'NEW DESCRIPTION FOLLOWS.
 BK2965'
 BK2965'THE STATION IS ABOUT 8-1/2 MILES NORTH OF INTERSTATE HIGHWAY
 BK2965'10, 8 MILES SOUTHWEST OF KINDER, 1/2 MILE NORTHEAST OF FENTON,
 BK2965'ABOUT 500 FEET NORTHWEST OF U.S. HIGHWAY 165 AND ON PROPERTY
 BK2965'OWNED BY MR. ROSS WILLIAMS, P.O. BOX AK, KINDER, LA. PHONE
 BK2965'756-2266.
 BK2965'
 BK2965'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165
 BK2965'AND STATE HIGHWAY 102 IN FENTON, GO NORTHEAST ON HIGHWAY
 BK2965'165 FOR 0.4 MILE TO A TRACK ROAD LEFT.  (TO REACH THE (AZ MK)
 BK2965'FROM HERE, CONTINUE NORTHEAST ON HIGHWAY 165 FOR 0.65 MILE
 BK2965'TO A 1 STORY BRICK HOME ON THE LEFT AND THE MARK ON THE
 BK2965'LEFT AS DESCRIBED.) TURN LEFT AND GO NORTHWEST ON THE TRACK
 BK2965'ROAD FOR 0.05 MILE TO A CURVE IN THE ROAD AND A DIM TRACK
 BK2965'ROAD RIGHT.  BEAR RIGHT AND GO NORTHERLY ON THE DIM TRACK
 BK2965'ROAD FOR ABOUT 100 YARDS TO A HOUSE AND A WIRE GATE BEHIND
 BK2965'THE HOUSE.  CONTINUE NORTH AND NORTHEASTERLY THROUGH THE
 BK2965'GATE ON A DIM TRACK ROAD FOR 0.1 MILE TO THE STATION AS
 BK2965'DESCRIBED.
 BK2965'
 BK2965'STATION MARK, STAMPED FENTON 1963, IS A STANDARD DISK SET
 BK2965'IN A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES
 BK2965'ABOVE THE GROUND, IT IS 192 FEET SOUTH OF A FENCE, 45 FEET
 BK2965'NORTH OF AN 18 INCH OAK TREE, 18.5 FEET EAST OF A 24 INCH
 BK2965'PINE TREE AND 5.2 FEET WEST OF A WOODEN WITNESS POST.  AN
 BK2965'UNDERGROUND MARK WAS SET IN 1963.
 BK2965'
 BK2965'REFERENCE MARK 1, STAMPED FENTON NO 1 1963, IS A STANDARD
 BK2965'DISK SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BK2965'IT IS 246 FEET SOUTH-SOUTHWEST OF THE FENCE, 100 FEET WEST
 BK2965'OF THE WOODEN WITNESS POST AND 16 FEET NORTHEAST OF A 24
 BK2965'INCH OAK TREE.
 BK2965'
 BK2965'REFERENCE MARK 2, STAMPED FENTON NO 2 1963, IS A STANDARD
 BK2965'DISK SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BK2965'IT IS 62 FEET EAST OF A FENCE CORNER, 48 FEET WEST OF THE
 BK2965'WEST EDGE OF A WOODED AREA AND 1 FOOT SOUTH OF THE FENCE.
 BK2965'
 BK2965'(AZIMUTH MARK), STAMPED D 2294, IS A LOUISIANA GEODETIC
 BK2965'SURVEY DISK SET IN A 4 X 4 INCH CONCRETE MONUMENT FLUSH
 BK2965'WITH THE GROUND.  IT IS 65 FEET NORTHWEST OF THE CENTER
 BK2965'OF U.S. HIGHWAY 165, 22 FEET NORTHEAST OF THE CENTER OF A
 BK2965'DRIVEWAY LEADING TO THE BRICK HOME, 3 FEET SOUTHEAST OF A
 BK2965'CHAIN LINK FENCE AND 1.5 FEET NORTHWEST OF A METAL WITNESS
 BK2965'POST.
 BK2965'
 BK2965'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BK2965'
 BK2965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 BK2965'NORTHEAST OF FENTON
 BK2965
 BK2965                          STATION RECOVERY (2003)
 BK2965
 BK2965'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BK2965'RECOVERED IN GOOD CONDITION.
 BK2965
 BK2965                          STATION RECOVERY (2004)
 BK2965
 BK2965'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2963 ***********************************************************************
 BK2963  DESIGNATION -  FENTON BELL TEL MICROWAVE MAST
 BK2963  PID         -  BK2963
 BK2963  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2963  USGS QUAD   -  FENTON (1985)
 BK2963
 BK2963                         *CURRENT SURVEY CONTROL
 BK2963  ___________________________________________________________________
 BK2963* NAD 83(1992)-  30 20 11.26397(N)    092 52 38.44985(W)     ADJUSTED  
 BK2963* NAVD 88     -                                                        
 BK2963  **This station is located in a subsidence area (see below).
 BK2963  ___________________________________________________________________
 BK2963  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK2963  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2963
 BK2963  HORZ ORDER  -  THIRD
 BK2963
 BK2963.The horizontal coordinates were established by classical geodetic methods
 BK2963.and adjusted by the National Geodetic Survey in January 1993..
 BK2963
 BK2963 ** The orthometric height has not been validated since last determined
 BK2963 ** by differential leveling and should not be used for control purposes.
 BK2963 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2963 ** area with valid NAVD 88 orthometric heights.
 BK2963 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2963 ** epoch indicated which incorporates improved geoid heights for the
 BK2963 ** Southern Louisiana Subsidence area.
 BK2963 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2963
 BK2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2963
 BK2963.The geoid height was determined by GEOID03.
 BK2963
 BK2963;                    North         East     Units Scale Factor Converg.
 BK2963;SPC LA S     -   204,562.676   851,541.944   MT  0.99994283   -0 46 19.3
 BK2963;SPC LA S     -   671,136.05  2,793,767.19   sFT  0.99994283   -0 46 19.3
 BK2963;UTM  15      - 3,356,075.421   511,789.476   MT  0.99960171   +0 03 43.0
 BK2963
 BK2963                          SUPERSEDED SURVEY CONTROL
 BK2963
 BK2963  NAD 83(1986)-  30 20 11.28451(N)    092 52 38.44375(W) AD(       ) 4
 BK2963  NAD 27      -  30 20 10.54755(N)    092 52 37.91527(W) AD(       ) 3
 BK2963
 BK2963.Superseded values are not recommended for survey control.
 BK2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2963.See file dsdata.txt to determine how the superseded data were derived.
 BK2963
 BK2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1178956075(NAD 83)
 BK2963_MARKER: 44 = MICROWAVE MAST
 BK2963
 BK2963  HISTORY     - Date     Condition        Report By
 BK2963  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2963  HISTORY     - 1974     GOOD             NGS
 BK2963  HISTORY     - 20030312 GOOD             USPSQD
 BK2963  HISTORY     - 20040420 GOOD             USPSQD
 BK2963
 BK2963                          STATION DESCRIPTION
 BK2963
 BK2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2963'THE STATION IS LOCATED 3 MILES SOUTHEAST OF FENTON IN THE
 BK2963'SOUTHWEST 1/4 SECTION 22.  IT IS A 4 LEGGED STEEL STRUCTURE
 BK2963'WITH A MICROWAVE PICKUP DEVICE AND A OBSERVATION LIGHT ON
 BK2963'THE TOP.  THE TOWER IS APPROXIMATELY 346 FEET HIGH.  (ACCURATE
 BK2963'MEASUREMENT COULD NOT BE OBTAINED.  THE INTERSECTING POINT
 BK2963'WAS THE TOP CENTER.
 BK2963
 BK2963                          STATION RECOVERY (1974)
 BK2963
 BK2963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2963'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER
 BK2963'IT IS OPERATED BY THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 BK2963'
 BK2963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 BK2963'SOUTHEAST OF FENTON.
 BK2963
 BK2963                          STATION RECOVERY (2003)
 BK2963
 BK2963'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BK2963'RECOVERED IN GOOD CONDITION.
 BK2963
 BK2963                          STATION RECOVERY (2004)
 BK2963
 BK2963'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2966 ***********************************************************************
 BK2966  DESIGNATION -  FENTON RICE CORP WATER TANK
 BK2966  PID         -  BK2966
 BK2966  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2966  USGS QUAD   -  FENTON (1985)
 BK2966
 BK2966                         *CURRENT SURVEY CONTROL
 BK2966  ___________________________________________________________________
 BK2966* NAD 83(1992)-  30 21 48.69413(N)    092 55 06.35978(W)     ADJUSTED  
 BK2966* NAVD 88     -                                                        
 BK2966  **This station is located in a subsidence area (see below).
 BK2966  ___________________________________________________________________
 BK2966  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BK2966  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2966
 BK2966  HORZ ORDER  -  THIRD
 BK2966
 BK2966.The horizontal coordinates were established by classical geodetic methods
 BK2966.and adjusted by the National Geodetic Survey in January 1993..
 BK2966
 BK2966 ** The orthometric height has not been validated since last determined
 BK2966 ** by differential leveling and should not be used for control purposes.
 BK2966 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2966 ** area with valid NAVD 88 orthometric heights.
 BK2966 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2966 ** epoch indicated which incorporates improved geoid heights for the
 BK2966 ** Southern Louisiana Subsidence area.
 BK2966 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2966
 BK2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2966
 BK2966.The geoid height was determined by GEOID03.
 BK2966
 BK2966;                    North         East     Units Scale Factor Converg.
 BK2966;SPC LA S     -   207,616.424   847,633.234   MT  0.99994570   -0 47 33.3
 BK2966;SPC LA S     -   681,154.88  2,780,943.37   sFT  0.99994570   -0 47 33.3
 BK2966;UTM  15      - 3,359,070.931   507,838.093   MT  0.99960076   +0 02 28.4
 BK2966
 BK2966                          SUPERSEDED SURVEY CONTROL
 BK2966
 BK2966  NAD 83(1986)-  30 21 48.71466(N)    092 55 06.35331(W) AD(       ) 4
 BK2966  NAD 27      -  30 21 47.97907(N)    092 55 05.81894(W) AD(       ) 3
 BK2966
 BK2966.Superseded values are not recommended for survey control.
 BK2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2966.See file dsdata.txt to determine how the superseded data were derived.
 BK2966
 BK2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0783859071(NAD 83)
 BK2966_MARKER: 53 = ELEVATED TANK
 BK2966
 BK2966  HISTORY     - Date     Condition        Report By
 BK2966  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2966  HISTORY     - 1974     GOOD             NGS
 BK2966  HISTORY     - 20030312 MARK NOT FOUND   USPSQD
 BK2966  HISTORY     - 20040420 MARK NOT FOUND   USPSQD
 BK2966
 BK2966                          STATION DESCRIPTION
 BK2966
 BK2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2966'LOCATED NEAR THE CENTER OF THE TOWN OF FENTON.  IT IS A
 BK2966'CONICAL SHAPED WATER TANK SUPPORTED BY 4 LEGS, WITH A CENTER
 BK2966'PIPE.  IT IS SILVER IN COLOR AND IS 125 FEET HIGH.  THE
 BK2966'INTERSECTION POINT WAS THE TOP CENTER OR BALL.
 BK2966
 BK2966                          STATION RECOVERY (1974)
 BK2966
 BK2966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2966'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK2966'
 BK2966'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FENTON
 BK2966
 BK2966                          STATION RECOVERY (2003)
 BK2966
 BK2966'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BK2966'MARK NOT FOUND.
 BK2966
 BK2966                          STATION RECOVERY (2004)
 BK2966
 BK2966'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2089 ***********************************************************************
 BW2089  DESIGNATION -  FERRIDAY 2
 BW2089  PID         -  BW2089
 BW2089  STATE/COUNTY-  LA/CONCORDIA
 BW2089  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2089
 BW2089                         *CURRENT SURVEY CONTROL
 BW2089  ___________________________________________________________________
 BW2089* NAD 83(1992)-  31 37 17.98677(N)    091 33 02.53267(W)     ADJUSTED  
 BW2089* NAVD 88     -        17.98   (+/-2cm)      59.0    (feet)  VERTCON   
 BW2089  ___________________________________________________________________
 BW2089  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2089  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW2089
 BW2089  HORZ ORDER  -  FIRST
 BW2089  VERT ORDER  -  THIRD (See Below)
 BW2089
 BW2089.The horizontal coordinates were established by classical geodetic methods
 BW2089.and adjusted by the National Geodetic Survey in May 1994..
 BW2089
 BW2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2089.The vertical order pertains to the NGVD 29 superseded value.
 BW2089
 BW2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2089
 BW2089.The geoid height was determined by GEOID03.
 BW2089
 BW2089;                    North         East     Units Scale Factor Converg.
 BW2089;SPC LA N     -   124,758.974 1,090,060.750   MT  0.99992801   +0 30 06.8
 BW2089;SPC LA N     -   409,313.40  3,576,307.64   sFT  0.99992801   +0 30 06.8
 BW2089;SPC MS W     -   235,843.467   584,498.857   MT  1.00011448   -0 38 18.1
 BW2089;SPC MS W     -   773,763.11  1,917,643.33   sFT  1.00011448   -0 38 18.1
 BW2089;UTM  15      - 3,499,412.780   637,459.579   MT  0.99983304   +0 45 36.0
 BW2089
 BW2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2089!SPC LA N     -   1.00000129  x   0.99992801  =   0.99992930
 BW2089!SPC MS W     -   1.00000129  x   1.00011448  =   1.00011577
 BW2089!UTM  15      -   1.00000129  x   0.99983304  =   0.99983433
 BW2089
 BW2089|---------------------------------------------------------------------|
 BW2089| PID    Reference Object                     Distance      Geod. Az  |
 BW2089|                                                           dddmmss.s |
 BW2089| BW2090 FERRIDAY RESET                       14.434 METERS 04554     |
 BW2089| BW1653 FERRIDAY RM 3                                      2352117.7 |
 BW2089| BW2541 FERRIDAY MID LA GAS CO MAST         APPROX. 1.3 KM 2361641.3 |
 BW2089| BW2534 FERRIDAY FISHER LUMBER CO TANK      APPROX. 0.6 KM 2584954.5 |
 BW2089| BW2540 FERRIDAY RM 5                        30.790 METERS 31255     |
 BW2089| BW2091 FERRIDAY RM 4                        29.400 METERS 33709     |
 BW2089| BW2530 FERRIDAY LA PWR AND LT CO TANK      APPROX. 1.3 KM 3550606.8 |
 BW2089|---------------------------------------------------------------------|
 BW2089
 BW2089                          SUPERSEDED SURVEY CONTROL
 BW2089
 BW2089  NAD 83(1992)-  31 37 18.00187(N)    091 33 02.52941(W) AD(       ) 1
 BW2089  NAD 83(1986)-  31 37 18.00131(N)    091 33 02.52845(W) AD(       ) 1
 BW2089  NAD 27      -  31 37 17.40682(N)    091 33 02.08935(W) AD(       ) 1
 BW2089  NGVD 29 (07/19/86)   17.98   (m)           59.0    (f) LEVELING    3  
 BW2089
 BW2089.Superseded values are not recommended for survey control.
 BW2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2089.See file dsdata.txt to determine how the superseded data were derived.
 BW2089
 BW2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3746099413(NAD 83)
 BW2089_MARKER: DS = TRIANGULATION STATION DISK
 BW2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2089_SP_SET: CONCRETE POST
 BW2089_STAMPING: FERRIDAY 2 1969
 BW2089_PROJECTION: PROJECTING 15 CENTIMETERS
 BW2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2089+STABILITY: SURFACE MOTION
 BW2089
 BW2089  HISTORY     - Date     Condition        Report By
 BW2089  HISTORY     - 1969     MONUMENTED       CGS
 BW2089  HISTORY     - 1977     GOOD             NGS
 BW2089  HISTORY     - 1981     GOOD             LADTD
 BW2089  HISTORY     - 1981     GOOD             LADTD
 BW2089
 BW2089                          STATION DESCRIPTION
 BW2089
 BW2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2089'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF FERRIDAY, IN
 BW2089'THE SOUTHEAST SECTION OF THE FISHER LUMBER CO., IN AN AREA
 BW2089'BORDERED BY RAILROAD TRACKS ON THE SOUTHEAST AND NORTHWEST
 BW2089'SIDES, A GRAVELED ROAD ON THE NORTH EAST SIDE AND AN OPEN
 BW2089'FIELD ON THE SOUTHWEST SIDE.  IT IS 65 FEET SOUTHEAST OF THE
 BW2089'SOUTHEAST RAIL OF THE SIDE TRACK, 94 FEET SOUTH-SOUTHEAST OF
 BW2089'THE CORNER OF A CHAIN LINK FENCE, 229 FEET NORTHWEST OF THE
 BW2089'NORTHWEST RAIL OF THE MAIN LINE, 174 FEET NORTH-NORTHEAST OF
 BW2089'THE CENTER OF A FORK IN A GRAVELED ROAD, 133 FEET SOUTH OF A
 BW2089'ROAD CROSSING OF THE GRAVELED ROAD AND THE SIDE TRACK, 26 FEET
 BW2089'WEST OF THE CENTER OF THE GRAVELED ROAD, 149 FEET
 BW2089'NORTH-NORTHWEST OF A POWER POLE, 269 FEET NORTH-NORTHWEST OF A
 BW2089'TELEGRAPH POLE NO.  1901 AND 1 FOOT EAST OF A METAL WITNESS
 BW2089'POST.  IT IS A TRIANGULATION STATION DISK, STAMPED
 BW2089'FERRIDAY 2 1969, PROJECTING 6 INCHES.
 BW2089'
 BW2089'REFERENCE MARK NO. 4 IS 96.47 FEET NORTHWEST OF THE STATION,
 BW2089'5.5 FEET NORTH-NORTHWEST OF THE NORTHWEST RAIL OF THE SIDE TRACK
 BW2089'TO THE LUMBER YARD, 55 FEET WEST-SOUTHWEST OF A ROAD CROSSING,
 BW2089'4.5 FEET EAST-NORTHEAST OF A FENCE CORNER, AND 1 FOOT WEST OF A
 BW2089'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 BW2089'FERRIDAY NO 4 1929 1969, PROJECTING 4 INCHES.
 BW2089'
 BW2089'TRIANGULATION STATION FERRIDAY 1929 IS 47.36 FEET NORTHEAST
 BW2089'OF THE STATION, 263 FEET NORTH OF THE NORTH RAIL OF THE LOUISIANA
 BW2089'AND ARKANSAS RAILROAD, 14 FEET NORTHEAST OF THE CENTER OF THE
 BW2089'GRAVELED ROAD, 78 FEET SOUTHEAST OF THE EAST RAIL OF THE SIDE
 BW2089'TRACK LEADING TO THE FISHER LUMBER YARD, 89 FEET EAST OF THE
 BW2089'CORNER OF A CHAIN LINK FENCE NEAR REFERENCE MARK NO. 4, 110 FEET
 BW2089'EAST-SOUTHEAST OF THE CENTER OF THE ROAD CROSSING AND 1 FOOT
 BW2089'NORTH OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION
 BW2089'DISK STAMPED FERRIDAY 1929 1969, FLUSH WITH THE GROUND.
 BW2089'
 BW2089'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 0.25 MILE SOUTHWEST
 BW2089'OF THE STATION, 237 FEET SOUTHWEST OF THE CENTER OF THE
 BW2089'RAILROAD CROSSING OF U.S. HIGHWAY 65, 65 FEET NORTHWEST OF THE
 BW2089'CENTER OF THE GRAVELED STREET, 10 FEET SOUTHEAST OF THE SOUTHEAST
 BW2089'RAIL OF THE MAIN LINE, 45 FEET NORTHWEST OF THE NORTHWEST RAIL
 BW2089'OF A SIDE TRACK WHICH TERMINATES AT THIS POINT, 21 FEET
 BW2089'NORTHWEST OF A TELEGRAPH POLE, 12 FEET NORTHEAST OF THE EAST
 BW2089'CORNER OF AN OLD TIN BUILDING AND 1.5 FEET NORTHWEST OF A
 BW2089'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BW2089'FERRIDAY NO 3, 1929, 6 INCHES BELOW THE SURFACE OF THE
 BW2089'GROUND.
 BW2089'
 BW2089'TO REACH THE STATION FROM THE POST OFFICE AT FERRIDAY, GO EAST
 BW2089'LOUISIANA AVENUE FOR 0.1 MILE TO U.S. HIGHWAY 65, TURN RIGHT
 BW2089'AND GO SOUTHEAST ON U.S. HIGHWAY 65 FOR 0.7 MILE TO THE
 BW2089'RAILROAD TRACKS AND A LUMBER YARD ON THE LEFT, TURN LEFT JUST
 BW2089'BEFORE REACHING THE TRACKS AND GO NORTHEAST BETWEEN THE LUMBER YARD
 BW2089'AND THE TRACKS FOR 0.2 MILE TO A FORKS, TAKE LEFT FORK AND GO
 BW2089'ABOUT 200 FEET TO THE STATION ON THE LEFT.
 BW2089'
 BW2089'TO REACH THE AZIMUTH MARK (R.M. NO. 3) FROM THE STATION
 BW2089'FOLLOW THE MAIN TRACK SOUTHWEST FOR 0.25 MILE TO THE MARK ON
 BW2089'THE LEFT, 237 FEET SOUTHWEST OF THE HIGHWAY CROSSING OF U.S.
 BW2089'HIGHWAY 65.
 BW2089
 BW2089                          STATION RECOVERY (1977)
 BW2089
 BW2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2089'THE STATION MARK, FERRIDAY, REFERENCE MARK 3 AND REFERENCE MARK
 BW2089'4 WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO FERRIDAY
 BW2089'AND REFERENCE MARK 4 COMPARED FAVORABLY WITH 1969 DATA.  THE
 BW2089'DISTANCE TO REFERENCE MARK 4 WAS NOTED AND VERIFIED TO BE 0.004
 BW2089'METER SHORTER.  THE TRAVERSE DISTANCE TO FERRIDAY WAS NOTED TO
 BW2089'BE 0.004 METER SHORTER THAN 1969 OBSERVATIONS.  REFERENCE MARK 3
 BW2089'IS NOT VISIBLE FROM THE GROUND.  DUE TO FERRIDAY AND FERRIDAY 2
 BW2089'BEING TOO CLOSE TO A ROAD, FERRRIDAY RM 5 WAS ESTABLISHED AND
 BW2089'OCCUPIED AT THIS TIME.  DUE TO CHANGES, A COMPLETE NEW
 BW2089'DESCRIPTION FOLLOWS.
 BW2089'
 BW2089'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF FERRIDAY, AT
 BW2089'THE SOUTHEAST EDGE OF THE OLD FISHER LUMBER COMPANY MILL AND ON
 BW2089'PROPERTY OWNED BY MRS P.H. CORBET, 212 KENTUCKY STREET,
 BW2089'FERRIDAY, LOUISIANA, TELEPHONE 757-8691.
 BW2089'
 BW2089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 BW2089'65 IN FERRIDAY, GO SOUTH ON U.S. HIGHWAY 65 FOR 0.65 MILE TO
 BW2089'THE ENTRANCE TO THE OLD FISHER LUMBER YARD ON THE LEFT.
 BW2089'CONTINUE SOUTHERLY FOR 0.15 MILE TO A SIDE ROAD LEFT.
 BW2089'(REFERENCE MARK 3 IS 250 FEET TO THE RIGHT, DOWN THE
 BW2089'RAILROAD TRACK.) TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 BW2089'0.2 MILE TO THE STATION ON THE LEFT.
 BW2089'
 BW2089'STATION MARK, STAMPED---FERRIDAY 2 1969---, IS A STANDARD
 BW2089'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH
 BW2089'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BW2089'GROUND SURFACE.  IT IS 21.5 FEET WEST-SOUTHWEST OF THE CENTER
 BW2089'OF THE PAVED ROAD, 76 FEET SOUTHEAST OF THE CHAIN-LINKED FENCE,
 BW2089'1.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT
 BW2089'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 BW2089'INSPECTED AT THIS TIME.
 BW2089'
 BW2089'FERRIDAY, STAMPED---FERRIDAY 1929 1969---, IS A
 BW2089'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A
 BW2089'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BW2089'GROUND SURFACE.  IT IS 92 FEET EAST OF THE CHAIN-LINKED FENCE,
 BW2089'18 FEET EAST-NORTHEAST OF THE CENTER OF THE PAVED ROAD, 1 FOOT
 BW2089'EAST-NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A
 BW2089'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED AT
 BW2089'THIS TIME.
 BW2089'
 BW2089'REFERENCE MARK 3, STAMPED---FERRIDAY NO 3 1929---, IS A
 BW2089'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BW2089'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 34.6
 BW2089'FEET EAST-SOUTHEAST OF A UTILITY POLE, 10 FEET SOUTHEAST OF THE
 BW2089'EAST RAIL OF A RAILROAD TRACK AND 6.5 FEET NORTHWEST OF THE
 BW2089'CENTER OF CORBETT ADDITION ROAD.
 BW2089'
 BW2089'REFERENCE MARK 4, STAMPED---FERRIDAY 1929 NO 4 1969---, IS A
 BW2089'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2089'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 BW2089'IS 38 FEET WEST-NORTHWEST OF THE CENTER OF THE PAVED ROAD, 2
 BW2089'FEET EAST-SOUTHEAST OF THE CHAIN-LINKED FENCE AND 1 FOOT
 BW2089'SOUTHWEST OF A METAL WITNESS POST.
 BW2089'
 BW2089'REFERENCE MARK 5, STAMPED---FERRIDAY 1929 NO 5 1977---, ARE
 BW2089'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS
 BW2089'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BW2089'IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET SOUTHWEST OF
 BW2089'THE CENTER OF A PAVED ROAD AND 24
 BW2089'FEET WEST-NORTHWEST OF A CHAIN-LINKED FENCE.  THE UNDERGROUND
 BW2089'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BW2089'42 INCHES BELOW THE GROUND SURFACE.
 BW2089'
 BW2089'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 BW2089'REINFORCING ROD IMBEDDED IN FERRIDAY RM 5.
 BW2089
 BW2089                          STATION RECOVERY (1981)
 BW2089
 BW2089'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (TLH)
 BW2089'THIS MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BW2089
 BW2089                          STATION RECOVERY (1981)
 BW2089
 BW2089'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW2089'1.6 KM (1.0 MI) SOUTH FROM FERRIDAY.
 BW2089'0.1 MILE EAST ALONG LOUISIANA AVENUE FROM THE POST OFFICE IN FERRIDAY,
 BW2089'TO THE JUNCTION OF U.S. HIGHWAY 65, THENCE SOUTHEAST ALONG U.S.
 BW2089'HIGHWAY 65 FOR 0.7 MILE TO THE RAILROAD TRACKS AND THE FISHER LUMBER
 BW2089'COMPANY ON THE LEFT, TURN LEFT BEFORE CROSSING TRACKS, AND GO 0.2 MI
 BW2089'NORTHEAST BETWEEN THE LUMBER YARD AND TRACKS, TO A FORK IN THE YARD,
 BW2089'TAKE LEFT FORK FOR ABOUT 200 FEET TO MARK ON THE RIGHT, JUST BEFORE
 BW2089'REACHING SIDE TRACK, 47.3 FEET SOUTHWEST OF STATION FERRIDAY 1929
 BW2089'1969, 65.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF SIDE TRACK, 229.0
 BW2089'FEET NORTHWEST OF THE NORTHWEST RAIL OF MAIN TRACK, 174.0 FEET
 BW2089'NORTH-NORTHEAST OF THE CENTER OF A FORK IN GRAVELED ROAD, 133.0 FEET
 BW2089'SOUTH OF A ROAD CROSSING OF THE GRAVELED ROAD AND SIDE TRACK, 26.0
 BW2089'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 149.0 FEET
 BW2089'NORTH-NORTHWEST OF A POWER POLE, 269.0 FEET NORTH-NORTHWEST OF A
 BW2089'TELEGRAPH POLE NO 1901.
 BW2089'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2539 ***********************************************************************
 BW2539  DESIGNATION -  FERRIDAY CABLE TV MAST
 BW2539  PID         -  BW2539
 BW2539  STATE/COUNTY-  LA/CONCORDIA
 BW2539  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2539
 BW2539                         *CURRENT SURVEY CONTROL
 BW2539  ___________________________________________________________________
 BW2539* NAD 83(1992)-  31 36 06.72923(N)    091 32 10.89765(W)     ADJUSTED  
 BW2539* NAVD 88     -                                                        
 BW2539  ___________________________________________________________________
 BW2539  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BW2539  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW2539
 BW2539  HORZ ORDER  -  THIRD
 BW2539
 BW2539.The horizontal coordinates were established by classical geodetic methods
 BW2539.and adjusted by the National Geodetic Survey in May 1994..
 BW2539
 BW2539
 BW2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2539
 BW2539.The geoid height was determined by GEOID03.
 BW2539
 BW2539;                    North         East     Units Scale Factor Converg.
 BW2539;SPC LA N     -   122,576.494 1,091,440.970   MT  0.99992984   +0 30 34.1
 BW2539;SPC LA N     -   402,153.05  3,580,835.92   sFT  0.99992984   +0 30 34.1
 BW2539;SPC MS W     -   233,633.550   585,835.624   MT  1.00011069   -0 37 49.7
 BW2539;SPC MS W     -   766,512.74  1,922,029.04   sFT  1.00011069   -0 37 49.7
 BW2539;UTM  15      - 3,497,236.736   638,849.476   MT  0.99983778   +0 46 01.5
 BW2539
 BW2539                          SUPERSEDED SURVEY CONTROL
 BW2539
 BW2539  NAD 83(1992)-  31 36 06.74423(N)    091 32 10.89469(W) AD(       ) 4
 BW2539  NAD 83(1986)-  31 36 06.74379(N)    091 32 10.89356(W) AD(       ) 4
 BW2539  NAD 27      -  31 36 06.14962(N)    091 32 10.45833(W) AD(       ) 3
 BW2539
 BW2539.Superseded values are not recommended for survey control.
 BW2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2539.See file dsdata.txt to determine how the superseded data were derived.
 BW2539
 BW2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3884997237(NAD 83)
 BW2539_MARKER: 42 = RADIO/TV MAST
 BW2539
 BW2539  HISTORY     - Date     Condition        Report By
 BW2539  HISTORY     - 1977     FIRST OBSERVED   NGS
 BW2539
 BW2539                          STATION DESCRIPTION
 BW2539
 BW2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2539'THE STATION IS THE RED LIGHT ATOP THE FERRIDAY CABLE TELEVISION
 BW2539'COMPANY MAST.  THE MAST IS TRIANGULAR IN CROSS SECTION, GUYED,
 BW2539'PAINTED ALTERNATELY RED AND WHITE, LIGHTED, WITH NUMEROUS
 BW2539'ANTENNAE NEAR THE TOP AND 310 FEET IN HEIGHT.
 BW2539'
 BW2539'THE STATION IS ABOUT 2 MILES SOUTHEAST OF FERRIDAY, IN THE
 BW2539'SMALL TOWN OF RIDGECREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2543 ***********************************************************************
 BW2543  DESIGNATION -  FERRIDAY COMP CO NEW TANK
 BW2543  PID         -  BW2543
 BW2543  STATE/COUNTY-  LA/CONCORDIA
 BW2543  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2543
 BW2543                         *CURRENT SURVEY CONTROL
 BW2543  ___________________________________________________________________
 BW2543* NAD 83(1992)-  31 36 59.96935(N)    091 32 38.12051(W)     ADJUSTED  
 BW2543* NAVD 88     -                                                        
 BW2543  ___________________________________________________________________
 BW2543  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2543  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW2543
 BW2543  HORZ ORDER  -  THIRD
 BW2543
 BW2543.The horizontal coordinates were established by classical geodetic methods
 BW2543.and adjusted by the National Geodetic Survey in May 1994..
 BW2543
 BW2543
 BW2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2543
 BW2543.The geoid height was determined by GEOID03.
 BW2543
 BW2543;                    North         East     Units Scale Factor Converg.
 BW2543;SPC LA N     -   124,209.754 1,090,708.964   MT  0.99992846   +0 30 19.7
 BW2543;SPC LA N     -   407,511.50  3,578,434.33   sFT  0.99992846   +0 30 19.7
 BW2543;SPC MS W     -   235,281.352   585,136.132   MT  1.00011267   -0 38 04.9
 BW2543;SPC MS W     -   771,918.90  1,919,734.13   sFT  1.00011267   -0 38 04.9
 BW2543;UTM  15      - 3,498,866.535   638,110.198   MT  0.99983526   +0 45 48.4
 BW2543
 BW2543                          SUPERSEDED SURVEY CONTROL
 BW2543
 BW2543  NAD 83(1992)-  31 36 59.98485(N)    091 32 38.11793(W) AD(       ) 4
 BW2543  NAD 83(1986)-  31 36 59.98421(N)    091 32 38.11629(W) AD(       ) 4
 BW2543  NAD 27      -  31 36 59.39288(N)    091 32 37.68422(W) AD(       ) 3
 BW2543
 BW2543.Superseded values are not recommended for survey control.
 BW2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2543.See file dsdata.txt to determine how the superseded data were derived.
 BW2543
 BW2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3811098867(NAD 83)
 BW2543
 BW2543  HISTORY     - Date     Condition        Report By
 BW2543  HISTORY     - UNK      MONUMENTED
 BW2543  HISTORY     - 1977     GOOD             NGS
 BW2543
 BW2543                          STATION DESCRIPTION
 BW2543
 BW2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2543'THE STATION IS THE TOP CENTER OF THE FERRIDAY UNION COMPANY
 BW2543'WATER TANK.  THE TANK IS CONICAL IN SHAPE SUPPORTED BY FOUR
 BW2543'STEEL STRUCTURE LEGS, PAINTED SILVER WITH BLACK LETTERS
 BW2543'(UNION COMPRESS WHSE CO) ON THE SOUTH SIDE AND 100 FEET IN
 BW2543'HEIGHT.
 BW2543'
 BW2543'THE STATION IS ABOUT 3/4 MILE SOUTHEAST OF FERRIDAY.
 BW2543'
 BW2543'NO OLD DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2532 ***********************************************************************
 BW2532  DESIGNATION -  FERRIDAY COMPRESS CO RED TANK
 BW2532  PID         -  BW2532
 BW2532  STATE/COUNTY-  LA/CONCORDIA
 BW2532  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2532
 BW2532                         *CURRENT SURVEY CONTROL
 BW2532  ___________________________________________________________________
 BW2532* NAD 83(1992)-  31 36 59.97869(N)    091 32 38.12784(W)     ADJUSTED  
 BW2532* NAVD 88     -                                                        
 BW2532  ___________________________________________________________________
 BW2532  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2532  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW2532
 BW2532  HORZ ORDER  -  THIRD
 BW2532
 BW2532.The horizontal coordinates were established by classical geodetic methods
 BW2532.and adjusted by the National Geodetic Survey in May 1994..
 BW2532
 BW2532
 BW2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2532
 BW2532.The geoid height was determined by GEOID03.
 BW2532
 BW2532;                    North         East     Units Scale Factor Converg.
 BW2532;SPC LA N     -   124,210.040 1,090,708.769   MT  0.99992846   +0 30 19.7
 BW2532;SPC LA N     -   407,512.44  3,578,433.69   sFT  0.99992846   +0 30 19.7
 BW2532;SPC MS W     -   235,281.642   585,135.942   MT  1.00011267   -0 38 04.9
 BW2532;SPC MS W     -   771,919.85  1,919,733.50   sFT  1.00011267   -0 38 04.9
 BW2532;UTM  15      - 3,498,866.821   638,110.001   MT  0.99983526   +0 45 48.4
 BW2532
 BW2532                          SUPERSEDED SURVEY CONTROL
 BW2532
 BW2532  NAD 83(1992)-  31 36 59.99354(N)    091 32 38.12453(W) AD(       ) 4
 BW2532  NAD 83(1986)-  31 36 59.99305(N)    091 32 38.12360(W) AD(       ) 4
 BW2532  NAD 27      -  31 36 59.39700(N)    091 32 37.68400(W) AD(       ) 3
 BW2532
 BW2532.Superseded values are not recommended for survey control.
 BW2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2532.See file dsdata.txt to determine how the superseded data were derived.
 BW2532
 BW2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3811098867(NAD 83)
 BW2532_MARKER: 51 = TANK
 BW2532
 BW2532  HISTORY     - Date     Condition        Report By
 BW2532  HISTORY     - 1929     FIRST OBSERVED   CGS
 BW2532
 BW2532                          STATION DESCRIPTION
 BW2532
 BW2532'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2534 ***********************************************************************
 BW2534  DESIGNATION -  FERRIDAY FISHER LUMBER CO TANK
 BW2534  PID         -  BW2534
 BW2534  STATE/COUNTY-  LA/CONCORDIA
 BW2534  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2534
 BW2534                         *CURRENT SURVEY CONTROL
 BW2534  ___________________________________________________________________
 BW2534* NAD 83(1992)-  31 37 14.37980(N)    091 33 23.88039(W)     ADJUSTED  
 BW2534* NAVD 88     -                                                        
 BW2534  ___________________________________________________________________
 BW2534  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2534  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW2534
 BW2534  HORZ ORDER  -  THIRD
 BW2534
 BW2534.The horizontal coordinates were established by classical geodetic methods
 BW2534.and adjusted by the National Geodetic Survey in May 1994..
 BW2534
 BW2534
 BW2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2534
 BW2534.The geoid height was determined by GEOID03.
 BW2534
 BW2534;                    North         East     Units Scale Factor Converg.
 BW2534;SPC LA N     -   124,642.979 1,089,499.154   MT  0.99992810   +0 29 55.5
 BW2534;SPC LA N     -   408,932.84  3,574,465.14   sFT  0.99992810   +0 29 55.5
 BW2534;SPC MS W     -   235,738.650   583,934.958   MT  1.00011609   -0 38 29.2
 BW2534;SPC MS W     -   773,419.22  1,915,793.27   sFT  1.00011609   -0 38 29.2
 BW2534;UTM  15      - 3,499,294.267   636,898.564   MT  0.99983115   +0 45 24.7
 BW2534
 BW2534                          SUPERSEDED SURVEY CONTROL
 BW2534
 BW2534  NAD 83(1992)-  31 37 14.39496(N)    091 33 23.87716(W) AD(       ) 4
 BW2534  NAD 83(1986)-  31 37 14.39403(N)    091 33 23.87639(W) AD(       ) 4
 BW2534  NAD 27      -  31 37 13.80100(N)    091 33 23.43400(W) AD(       ) 3
 BW2534
 BW2534.Superseded values are not recommended for survey control.
 BW2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2534.See file dsdata.txt to determine how the superseded data were derived.
 BW2534
 BW2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3689999294(NAD 83)
 BW2534_MARKER: 51 = TANK
 BW2534
 BW2534  HISTORY     - Date     Condition        Report By
 BW2534  HISTORY     - 1929     FIRST OBSERVED   CGS
 BW2534
 BW2534                          STATION DESCRIPTION
 BW2534
 BW2534'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2533 ***********************************************************************
 BW2533  DESIGNATION -  FERRIDAY INTST GAS CO TANK
 BW2533  PID         -  BW2533
 BW2533  STATE/COUNTY-  LA/CONCORDIA
 BW2533  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2533
 BW2533                         *CURRENT SURVEY CONTROL
 BW2533  ___________________________________________________________________
 BW2533* NAD 83(1992)-  31 36 54.33876(N)    091 33 41.50627(W)     ADJUSTED  
 BW2533* NAVD 88     -                                                        
 BW2533  ___________________________________________________________________
 BW2533  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BW2533  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW2533
 BW2533  HORZ ORDER  -  THIRD
 BW2533
 BW2533.The horizontal coordinates were established by classical geodetic methods
 BW2533.and adjusted by the National Geodetic Survey in May 1994..
 BW2533
 BW2533
 BW2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2533
 BW2533.The geoid height was determined by GEOID03.
 BW2533
 BW2533;                    North         East     Units Scale Factor Converg.
 BW2533;SPC LA N     -   124,021.748 1,089,040.009   MT  0.99992860   +0 29 46.2
 BW2533;SPC LA N     -   406,894.68  3,572,958.76   sFT  0.99992860   +0 29 46.2
 BW2533;SPC MS W     -   235,126.563   583,463.454   MT  1.00011744   -0 38 38.1
 BW2533;SPC MS W     -   771,411.07  1,914,246.35   sFT  1.00011744   -0 38 38.1
 BW2533;UTM  15      - 3,498,671.036   636,442.267   MT  0.99982961   +0 45 15.0
 BW2533
 BW2533                          SUPERSEDED SURVEY CONTROL
 BW2533
 BW2533  NAD 83(1992)-  31 36 54.35426(N)    091 33 41.50281(W) AD(       ) 4
 BW2533  NAD 83(1986)-  31 36 54.35332(N)    091 33 41.50216(W) AD(       ) 4
 BW2533  NAD 27      -  31 36 53.75800(N)    091 33 41.06200(W) AD(       ) 3
 BW2533
 BW2533.Superseded values are not recommended for survey control.
 BW2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2533.See file dsdata.txt to determine how the superseded data were derived.
 BW2533
 BW2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3644298671(NAD 83)
 BW2533_MARKER: 51 = TANK
 BW2533
 BW2533  HISTORY     - Date     Condition        Report By
 BW2533  HISTORY     - 1929     FIRST OBSERVED   CGS
 BW2533
 BW2533                          STATION DESCRIPTION
 BW2533
 BW2533'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2530 ***********************************************************************
 BW2530  DESIGNATION -  FERRIDAY LA PWR AND LT CO TANK
 BW2530  PID         -  BW2530
 BW2530  STATE/COUNTY-  LA/CONCORDIA
 BW2530  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW2530
 BW2530                         *CURRENT SURVEY CONTROL
 BW2530  ___________________________________________________________________
 BW2530* NAD 83(1992)-  31 37 59.12141(N)    091 33 06.65279(W)     ADJUSTED  
 BW2530* NAVD 88     -                                                        
 BW2530  ___________________________________________________________________
 BW2530  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2530  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW2530
 BW2530  HORZ ORDER  -  THIRD
 BW2530
 BW2530.The horizontal coordinates were established by classical geodetic methods
 BW2530.and adjusted by the National Geodetic Survey in May 1994..
 BW2530
 BW2530
 BW2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2530
 BW2530.The geoid height was determined by GEOID03.
 BW2530
 BW2530;                    North         East     Units Scale Factor Converg.
 BW2530;SPC LA N     -   126,024.834 1,089,941.092   MT  0.99992701   +0 30 04.6
 BW2530;SPC LA N     -   413,466.48  3,575,915.07   sFT  0.99992701   +0 30 04.6
 BW2530;SPC MS W     -   237,111.694   584,404.396   MT  1.00011475   -0 38 21.0
 BW2530;SPC MS W     -   777,923.95  1,917,333.42   sFT  1.00011475   -0 38 21.0
 BW2530;UTM  15      - 3,500,677.967   637,334.228   MT  0.99983262   +0 45 34.7
 BW2530
 BW2530                          SUPERSEDED SURVEY CONTROL
 BW2530
 BW2530  NAD 83(1992)-  31 37 59.13630(N)    091 33 06.64929(W) AD(       ) 4
 BW2530  NAD 83(1986)-  31 37 59.13550(N)    091 33 06.64898(W) AD(       ) 4
 BW2530  NAD 27      -  31 37 58.53900(N)    091 33 06.20900(W) AD(       ) 3
 BW2530
 BW2530.Superseded values are not recommended for survey control.
 BW2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2530.See file dsdata.txt to determine how the superseded data were derived.
 BW2530
 BW2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR3733400678(NAD 83)
 BW2530_MARKER: 51 = TANK
 BW2530
 BW2530  HISTORY     - Date     Condition        Report By
 BW2530  HISTORY     - 1929     FIRST OBSERVED   CGS
 BW2530
 BW2530                          STATION DESCRIPTION
 BW2530
 BW2530'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2541 ***********************************************************************
 BW2541  DESIGNATION -  FERRIDAY MID LA GAS CO MAST
 BW2541  PID         -  BW2541
 BW2541  STATE/COUNTY-  LA/CONCORDIA
 BW2541  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2541
 BW2541                         *CURRENT SURVEY CONTROL
 BW2541  ___________________________________________________________________
 BW2541* NAD 83(1992)-  31 36 54.85872(N)    091 33 43.02085(W)     ADJUSTED  
 BW2541* NAVD 88     -                                                        
 BW2541  ___________________________________________________________________
 BW2541  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BW2541  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW2541
 BW2541  HORZ ORDER  -  THIRD
 BW2541
 BW2541.The horizontal coordinates were established by classical geodetic methods
 BW2541.and adjusted by the National Geodetic Survey in May 1994..
 BW2541
 BW2541
 BW2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2541
 BW2541.The geoid height was determined by GEOID03.
 BW2541
 BW2541;                    North         East     Units Scale Factor Converg.
 BW2541;SPC LA N     -   124,037.416 1,088,999.955   MT  0.99992859   +0 29 45.4
 BW2541;SPC LA N     -   406,946.09  3,572,827.35   sFT  0.99992859   +0 29 45.4
 BW2541;SPC MS W     -   235,143.028   583,423.712   MT  1.00011755   -0 38 38.9
 BW2541;SPC MS W     -   771,465.08  1,914,115.96   sFT  1.00011755   -0 38 38.9
 BW2541;UTM  15      - 3,498,686.521   636,402.146   MT  0.99982947   +0 45 14.3
 BW2541
 BW2541                          SUPERSEDED SURVEY CONTROL
 BW2541
 BW2541  NAD 83(1992)-  31 36 54.87374(N)    091 33 43.01783(W) AD(       ) 4
 BW2541  NAD 83(1986)-  31 36 54.87268(N)    091 33 43.01700(W) AD(       ) 4
 BW2541  NAD 27      -  31 36 54.27839(N)    091 33 42.57662(W) AD(       ) 3
 BW2541
 BW2541.Superseded values are not recommended for survey control.
 BW2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2541.See file dsdata.txt to determine how the superseded data were derived.
 BW2541
 BW2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3640298687(NAD 83)
 BW2541_MARKER: 41 = ANTENNA MAST
 BW2541
 BW2541  HISTORY     - Date     Condition        Report By
 BW2541  HISTORY     - 1977     FIRST OBSERVED   NGS
 BW2541
 BW2541                          STATION DESCRIPTION
 BW2541
 BW2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2541'THE STATION IS THE RED LIGHT ATOP THE FERRIDAY MID-LOUISIANA
 BW2541'GAS COMPANY MAST KKB 754.  THE MAST IS TRIANGULAR IN CROSS
 BW2541'SECTION, GUYED, PAINTED ALTERNATELY RED AND WHITE, WITH LIGHTS,
 BW2541'AND 300 FEET IN HEIGHT.
 BW2541'
 BW2541'THE STATION IS ABOUT 1/2 MILE SOUTH OF THE SOUTHWEST EDGE OF
 BW2541'FERRIDAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2531 ***********************************************************************
 BW2531  DESIGNATION -  FERRIDAY NEW MUN TANK
 BW2531  PID         -  BW2531
 BW2531  STATE/COUNTY-  LA/CONCORDIA
 BW2531  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW2531
 BW2531                         *CURRENT SURVEY CONTROL
 BW2531  ___________________________________________________________________
 BW2531* NAD 83(1992)-  31 38 24.00296(N)    091 33 11.91228(W)     ADJUSTED  
 BW2531* NAVD 88     -                                                        
 BW2531  ___________________________________________________________________
 BW2531  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BW2531  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW2531
 BW2531  HORZ ORDER  -  THIRD
 BW2531
 BW2531.The horizontal coordinates were established by classical geodetic methods
 BW2531.and adjusted by the National Geodetic Survey in May 1994..
 BW2531
 BW2531
 BW2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2531
 BW2531.The geoid height was determined by GEOID03.
 BW2531
 BW2531;                    North         East     Units Scale Factor Converg.
 BW2531;SPC LA N     -   126,789.892 1,089,795.814   MT  0.99992642   +0 30 01.9
 BW2531;SPC LA N     -   415,976.50  3,575,438.43   sFT  0.99992642   +0 30 01.9
 BW2531;SPC MS W     -   237,879.637   584,274.352   MT  1.00011512   -0 38 24.2
 BW2531;SPC MS W     -   780,443.44  1,916,906.77   sFT  1.00011512   -0 38 24.2
 BW2531;UTM  15      - 3,501,442.290   637,185.515   MT  0.99983212   +0 45 32.5
 BW2531
 BW2531                          SUPERSEDED SURVEY CONTROL
 BW2531
 BW2531  NAD 83(1992)-  31 38 24.01103(N)    091 33 11.90795(W) AD(       ) 4
 BW2531  NAD 83(1986)-  31 38 24.01754(N)    091 33 11.90809(W) AD(       ) 4
 BW2531  NAD 27      -  31 38 23.40346(N)    091 33 11.46540(W) AD(       ) 3
 BW2531
 BW2531.Superseded values are not recommended for survey control.
 BW2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2531.See file dsdata.txt to determine how the superseded data were derived.
 BW2531
 BW2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR3718601442(NAD 83)
 BW2531_MARKER: 53 = ELEVATED TANK
 BW2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2531+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BW2531
 BW2531  HISTORY     - Date     Condition        Report By
 BW2531  HISTORY     - 1977     FIRST OBSERVED   NGS
 BW2531  HISTORY     - 20050318 GOOD             USPSQD
 BW2531
 BW2531                          STATION DESCRIPTION
 BW2531
 BW2531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2531'THE STATION IS THE TOP CENTER OF THE FERRIDAY NEW MUNICIPAL
 BW2531'WATER TANK.  IT IS AN OVAL SHAPED TANK SUPPORTED BY EIGHT
 BW2531'STEEL STRUCTURE LEGS, PAINTED SILVER WITH BLACK LETTERS
 BW2531'(FERRIDAY) ON THE WEST SIDE, AND 165 FEET IN HEIGHT.
 BW2531'
 BW2531'THE STATION IS IN THE NORTH SECTION OF FERRIDAY.
 BW2531
 BW2531                          STATION RECOVERY (2005)
 BW2531
 BW2531'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BW2531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2090 ***********************************************************************
 BW2090  DESIGNATION -  FERRIDAY RESET
 BW2090  PID         -  BW2090
 BW2090  STATE/COUNTY-  LA/CONCORDIA
 BW2090  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2090
 BW2090                         *CURRENT SURVEY CONTROL
 BW2090  ___________________________________________________________________
 BW2090* NAD 83(1992)-  31 37 18.31290(N)    091 33 02.13939(W)     ADJUSTED  
 BW2090* NAVD 88     -        17.73   (+/-2cm)      58.2    (feet)  VERTCON   
 BW2090  ___________________________________________________________________
 BW2090  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2090  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW2090
 BW2090  HORZ ORDER  -  FIRST
 BW2090  VERT ORDER  -  THIRD (See Below)
 BW2090
 BW2090.The horizontal coordinates were established by classical geodetic methods
 BW2090.and adjusted by the National Geodetic Survey in May 1994..
 BW2090
 BW2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2090.The vertical order pertains to the NGVD 29 superseded value.
 BW2090
 BW2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2090
 BW2090.The geoid height was determined by GEOID03.
 BW2090
 BW2090;                    North         East     Units Scale Factor Converg.
 BW2090;SPC LA N     -   124,769.109 1,090,071.026   MT  0.99992800   +0 30 07.0
 BW2090;SPC LA N     -   409,346.65  3,576,341.36   sFT  0.99992800   +0 30 07.0
 BW2090;SPC MS W     -   235,853.396   584,509.334   MT  1.00011445   -0 38 17.9
 BW2090;SPC MS W     -   773,795.68  1,917,677.71   sFT  1.00011445   -0 38 17.9
 BW2090;UTM  15      - 3,499,422.959   637,469.808   MT  0.99983308   +0 45 36.2
 BW2090
 BW2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2090!SPC LA N     -   1.00000133  x   0.99992800  =   0.99992933
 BW2090!SPC MS W     -   1.00000133  x   1.00011445  =   1.00011578
 BW2090!UTM  15      -   1.00000133  x   0.99983308  =   0.99983441
 BW2090
 BW2090:                Primary Azimuth Mark                     Grid Az
 BW2090:SPC LA N     -  FERRIDAY COMP CO NEW TANK                131 14 41.5
 BW2090:SPC MS W     -  FERRIDAY COMP CO NEW TANK                132 23 06.4
 BW2090:UTM  15      -  FERRIDAY COMP CO NEW TANK                130 59 12.3
 BW2090
 BW2090|---------------------------------------------------------------------|
 BW2090| PID    Reference Object                     Distance      Geod. Az  |
 BW2090|                                                           dddmmss.s |
 BW2090| BW2543 FERRIDAY COMP CO NEW TANK           APPROX. 0.8 KM 1314448.5 |
 BW2090| CY3551 FERRIDAY RM 1                                      17042     |
 BW2090| BW2089 FERRIDAY 2                           14.434 METERS 22554     |
 BW2090| CY3552 FERRIDAY RM 2                                      22705     |
 BW2090| BW1653 FERRIDAY RM 3                                      2350127.3 |
 BW2090| BW2541 FERRIDAY MID LA GAS CO MAST         APPROX. 1.3 KM 2360948.0 |
 BW2090| BW2534 FERRIDAY FISHER LUMBER CO TANK      APPROX. 0.6 KM 2580350.9 |
 BW2090| BW2540 FERRIDAY RM 5                        34.678 METERS 28821     |
 BW2090| BW2091 FERRIDAY RM 4                        27.662 METERS 30803     |
 BW2090|---------------------------------------------------------------------|
 BW2090
 BW2090                          SUPERSEDED SURVEY CONTROL
 BW2090
 BW2090  NAD 83(1992)-  31 37 18.32799(N)    091 33 02.13614(W) AD(       ) 1
 BW2090  NAD 83(1986)-  31 37 18.32739(N)    091 33 02.13528(W) AD(       ) 1
 BW2090  NAD 27      -  31 37 17.73300(N)    091 33 01.69600(W) AD(       ) 1
 BW2090  NGVD 29 (07/19/86)   17.73   (m)           58.2    (f) LEVELING    3  
 BW2090
 BW2090.Superseded values are not recommended for survey control.
 BW2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2090.See file dsdata.txt to determine how the superseded data were derived.
 BW2090
 BW2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3747099423(NAD 83)
 BW2090_MARKER: DS = TRIANGULATION STATION DISK
 BW2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2090_SP_SET: CONCRETE POST
 BW2090_STAMPING: FERRIDAY 1929 1969
 BW2090_PROJECTION: FLUSH
 BW2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2090+STABILITY: SURFACE MOTION
 BW2090
 BW2090  HISTORY     - Date     Condition        Report By
 BW2090  HISTORY     - 1929     MONUMENTED       CGS
 BW2090  HISTORY     - 1936     GOOD             LAGS
 BW2090  HISTORY     - 1966     MARK NOT FOUND   CGS
 BW2090  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BW2090  HISTORY     - 1973     SEE DESCRIPTION  NGS
 BW2090  HISTORY     - 1977     GOOD             NGS
 BW2090  HISTORY     - 1981     GOOD             LADTD
 BW2090  HISTORY     - 1981     GOOD             LADTD
 BW2090
 BW2090                          STATION DESCRIPTION
 BW2090
 BW2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2090'IN SE PART OF TOWN OF FERRIDAY, ON LAND OWNED BY FISHER
 BW2090'LUMBER CORPORATION, ON PROLONGATION OF TANGENT OF TEXAS AND
 BW2090'PACIFIC RAILWAY TRACKS TO TOWN OF WILLETTS, 17.5 METERS (57
 BW2090'FEET) W OF W RAIL, 60.0 METERS (197 FEET) N OF CENTER LINE OF
 BW2090'GRAVEL STREET ALONG S SIDE OF LUMBER YARD, 79.0 METERS (259 FEET)
 BW2090'N OF N RAIL OF E AND W BRANCH OF LOUISIANA AND ARKANSAS
 BW2090'RAILWAY 81.7 METERS (268 FEET) N BY W OF NW INTERSECTION
 BW2090'OF RAILWAY CROSSING AT CONCORDIA JUNCTION.
 BW2090'
 BW2090'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2090'DISKS SET IN CONCRETE.
 BW2090'
 BW2090'REFERENCE MARK NO. 1 IS 9.0 METERS (30 FEET) N OF N RAIL OF
 BW2090'LOUISIANA AND ARKANSAS RAILWAY, 13.7 METERS (45 FEET) NW OF
 BW2090'NW CROSSING, 7.8 METERS (26 FEET) W OF W RAIL OF TEXAS AND
 BW2090'PACIFIC RAILWAY, AND 71.0 METERS (233 FEET) FROM STATION
 BW2090'S 9 DEG 18 MIN E.
 BW2090'
 BW2090'REFERENCE MARK NO. 2 IS 5.2 METERS (17 FEET) N OF N RAIL,
 BW2090'5.2 METERS (17 FEET) S OF CENTER LINE OF ROAD ON S SIDE OF
 BW2090'LUMBER YARD, ABOUT 205 METERS (673 FEET) E OF CENTER LINE OF
 BW2090'U.S. HIGHWAY 65, AND 139.3 METERS (457 FEET) FROM STATION
 BW2090'S 47 DEG 05 MIN W.
 BW2090'
 BW2090'REFERENCE MARK NO. 3 IS 64.9 METERS (213 FEET) W OF CENTER
 BW2090'LINE OF U.S. HIGHWAY 65, 48.8 METERS (160 FEET) W OF SWITCH
 BW2090'POINT ON MAIN LINE OF E-AND-W BRANCH OF LOUISIANA AND ARKANSAS
 BW2090'RAILWAY, 3.3 METERS (11 FEET) S OF S RAIL OF MAIN LINE, 3.7
 BW2090'METERS (12 FEET) E OF NE CORNER OF FREIGHT HOUSE PLATFORM,
 BW2090'19.2 METERS (63 FEET) N OF CENTER LINE OF STREET, 13.4 METERS
 BW2090'(44 FEET) N OF N RAIL OF SIDING ALONG N SIDE OF STREET AND
 BW2090'1/4 MILE FROM STATION S 55 DEG 02 MIN W.
 BW2090
 BW2090                          STATION RECOVERY (1936)
 BW2090
 BW2090'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BW2090'THE ORIGINAL DESCRIPTION FITS THIS STATION IN EVERY RESPECT.
 BW2090
 BW2090                          STATION RECOVERY (1966)
 BW2090
 BW2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 BW2090'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.  ALSO
 BW2090'R.M. 1 AND R.M. 2 WERE SEARCHED FOR BUT NOT RECOVERED.
 BW2090'
 BW2090'R.M. 3, STAMPED FERRIDAY NO 3 1929, IS ABOUT 0.1 MILE WEST
 BW2090'ALONG LOUISIANA AVENUE FROM THE POST OFFICE AT FERRIDAY,
 BW2090'THENCE 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84, IN
 BW2090'SECTION 45, T 7 N, R 4 W, 237 FEET SOUTHWEST OF THE CENTER
 BW2090'OF THE CROSSING OF THE LOUISIANA AND MIDLAND RAILROAD, 129 FEET
 BW2090'NORTHWEST AND ACROSS A GRAVELED ROAD FROM THE A.M. TERRAL
 BW2090'RESIDENCE, 63 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVELED
 BW2090'ROAD, 42-1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 BW2090'TRACK, 21-1/2 FEET NORTHWEST OF A TELEPHONE POLE BRACED BY
 BW2090'A GUY WIRE, 12 FEET NORTHEAST OF THE EAST CORNER OF AN OLD
 BW2090'METAL BUILDING, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 BW2090'A SIDE TRACK WHICH DEAD ENDS AT THIS POINT, 1.5 FEET
 BW2090'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 BW2090'OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BW2090'ABOUT 6 INCHES BELOW THE LEVEL OF THE BALLAST.
 BW2090
 BW2090                          STATION RECOVERY (1969)
 BW2090
 BW2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2090'THE STATION WAS VISITED 5-15-69 AND THE STATION SUB-SURFACE
 BW2090'MARK WAS FOUND IN GOOD CONDITION.  THE SUB-SURFACE MARK WAS
 BW2090'STAMPED FERRIDAY NORTH BASE 1929, BUT THERE IS NO DATA AVAILABLE
 BW2090'THAT INDICATES THE WAS A FERRIDAY BASE LINE.  THEREFORE THE
 BW2090'NEW SURFACE MARK WHICH WAS ESTABLISHED AT THIS DATE WAS STAMPED
 BW2090'FERRIDAY 1929 1969.  REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT
 BW2090'FOUND AT THIS DATE USING THE DISTANCES AND DIRECTIONS FROM THE
 BW2090'1929 DATA.  REFERENCE MARK NO. 3 WAS FOUND AT THIS DATE IN
 BW2090'GOOD CONDITION.  DUE TO THE LOCATION OF THIS STATION, A NEW
 BW2090'STATION FERRIDAY 2 1969 AND REFERENCE MARK NO. 4 WAS
 BW2090'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 BW2090'
 BW2090'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF FERRIDAY,
 BW2090'IN THE SOUTHEAST SECTION OF THE FISHER LUMBER CO., 263 FEET
 BW2090'NORTH OF THE NORTH RAIL OF THE LOUISIANA AND ARKANSAS RAILROAD,
 BW2090'14 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 78 FEET
 BW2090'SOUTHEAST OF THE EAST RAIL OF A SIDE TRACK LEADING SOUTHWEST
 BW2090'TO THE FISHER LUMBER YARD, 89 FEET EAST OF A FENCE CORNER
 BW2090'OF A CHAIN LINK FENCE NEAR R.M. NO 4, 110 FEET EAST-SOUTHEAST
 BW2090'OF THE CENTER LINE OF THE ROAD CROSSING AND 1 FOOT NORTH OF
 BW2090'A METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK
 BW2090'STAMPED FERRIDAY 1929 1969, FLUSH WITH THE GROUND.
 BW2090'
 BW2090'REFERENCE MARK NO. 4 IS 90.73 FEET NORTHWEST OF THE STATION,
 BW2090'5.5 FEET NORTH-NORTHWEST OF THE NORTHWEST RAIL OF THE SIDE
 BW2090'TRACK TO THE LUMBER YARD, 55 FEET WEST-SOUTHWEST OF A ROAD
 BW2090'CROSSING, 4.5 FEET EAST-NORTHEAST OF A FENCE CORNER, AND 1
 BW2090'FOOT WEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BW2090'DISK STAMPED FERRIDAY NO 4 1929 1969, PROJECTING 4 INCHES.
 BW2090'
 BW2090'FERRIDAY 2 1969 IS 47.36 FEET SOUTHWEST OF THE STATION, 65
 BW2090'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SIDE TRACK, 94
 BW2090'FEET SOUTH-SOUTHEAST OF A CHAIN LINK FENCE CORNER, 229 FEET
 BW2090'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN LINE, 174 FEET
 BW2090'NORTH-NORTHEAST OF THE CENTER OF A FORK IN THE GRAVELED ROAD,
 BW2090'133 FEET SOUTH OF A ROAD CROSSING OF THE GRAVELED ROAD AND
 BW2090'THE SIDE TRACK, 26 FEET WEST OF THE CENTER OF THE GRAVELED
 BW2090'ROAD 149 FEETNORTH-NORTHWEST OF A POWER POLE, 269 FEET
 BW2090'NORTH-NORTHWEST OF TELEGRAPH POLE NO 1901 AND 1 FOOT EAST
 BW2090'OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK
 BW2090'STAMPED FERRIDAY 2 1969, PROJECTING 6 INCHES.
 BW2090'
 BW2090'REFERENCE MARK NO. 3 (AZ MK.) IS ABOUT 0.25 MILE SOUTHWEST
 BW2090'OF THE STATION, 237 FEET SOUTHWEST OF THE CENTER OF THE
 BW2090'RAILROAD CROSSING AT U.S. HIGHWAY 65 AND THE MIDLAND RAILROAD,
 BW2090'63 FEET NORTHWEST OF THE CENTER OF THE GRAVELED STREET 10 FEET
 BW2090'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN LINE 45 FEET
 BW2090'NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK WHICH TERMINATES
 BW2090'AT THIS POINT, 21 FEET NORTHWEST OF A TELEGRAPH POLE, 12 FEET
 BW2090'NORTHEAST OF THE EAST CORNER OF AN OLD TIN BUILDING.  IT
 BW2090'IS A REFERENCE MARK DISK STAMPED FERRIDAY NO 3 1929, 6 INCHES
 BW2090'BELOW THE SURFACE AND ABOUT 3 FEET LOWER THAN THE TRACKS.
 BW2090'
 BW2090'TO REACH THE STATION FROM THE POST OFFICE IN FERRIDAY, GO EAST
 BW2090'ON LOUISIANA AVENUE FOR 0.1 MILE TO U.S. HIGHWAY 65, TURN RIGHT
 BW2090'AND GO SOUTHEAST ON U.S. HIGHWAY 65 FOR 0.7 MILE TO THE
 BW2090'RAILROAD TRACKS AND A LUMBER YARD ON THE LEFT, TURN LEFT JUST
 BW2090'BEFORE CROSSING THE TRACKS AND GO NORTHEAST BETWEEN THE LUMBER
 BW2090'YARD AND THE TRACKS FOR 0.2 MILE TO A FORK IN THE ROAD, TAKE
 BW2090'LEFT FORK FOR ABOUT 200 FEET TO THE MARK ON THE RIGHT, JUST
 BW2090'BEFORE REACHING THE SIDE TRACK.
 BW2090'
 BW2090'TO REACH THE AZIMUTH MARK (R.M. NO 3) FROM THE STATION FOLLOW
 BW2090'THE MAIN TRACK SOUTHWEST FOR 0.25 MILE TO THE MARK ON THE
 BW2090'LEFT, 237 FEET SOUTHWEST OF THE HIGHWAY.
 BW2090'
 BW2090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE
 BW2090'SOUTHEAST OF FERRIDAY
 BW2090
 BW2090                          STATION RECOVERY (1973)
 BW2090
 BW2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 BW2090'THE STATION WAS VISITED 10-30-72 AND THE STATION SURFACE MARK
 BW2090'WAS FOUND DISTURBED.  THE UNDERGROUND DISK WAS FOUND IN GOOD
 BW2090'CONDITION.  REFERENCE MARK NO. 4 AND FERRIDAY 2 1969 WAS FOUND
 BW2090'IN GOOD CONDITION.  THE DISTANCEES TO R.M. NO. 4 AND STATE
 BW2090'FERRIDAY 2 1969 CHECKED SATISFACTORLY THE ANGLE BETWEEN THE
 BW2090'TWO MARK FAILED TO CHECK BY 1 MINUTE AND 30 SECONDS BUT
 BW2090'CONSIDERING THE SHORT DISTANCE OF 47 FEET THIS WAS ACCEPTED.
 BW2090'THE SURFACE MARK WAS PLACED OVER THE UNDERGROUND MARK AND
 BW2090'REENFORCED WITH CONCRETE.  THE 1969 DESCRIPTION FOR ALL MARKS
 BW2090'IS ADEQUATE.
 BW2090'
 BW2090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FERRIDAY
 BW2090
 BW2090                          STATION RECOVERY (1977)
 BW2090
 BW2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2090'THE STATION MARK, FERRIDAY 2, REFERENCE MARK 3 AND REFERENCE MARK
 BW2090'4 WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO FERRIDAY
 BW2090'2 AND REFERENCE MARK 4 COMPARED FAVORABLY WITH 1969 DATA.  THE
 BW2090'DISTANCE TO REFERENCE MARK 4 WAS NOTED AND VERIFIED TO BE 0.007
 BW2090'METER LONGER AND THE TRAVERSE DISTANCE TO FERRIDAY 2 WAS NOTED TO
 BW2090'BE 0.004 METER SHORTER THAN 1969 OBSERVATIONS.  REFERENCE MARK 3
 BW2090'IS NOT VISIBLE FROM THE GROUND.  DUE TO THE STATION AND
 BW2090'FERRIDAY 2 BEING TOO CLOSE TO A ROAD, FERRRIDAY RM 5 WAS
 BW2090'ESTABLISHED AND OCCUPIED AT THIS TIME.  DUE TO CHANGES, A
 BW2090'COMPLETE NEW DESCRIPTION FOLLOWS.
 BW2090'
 BW2090'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF FERRIDAY, AT
 BW2090'THE SOUTHEAST EDGE OF THE OLD FISHER LUMBER COMPANY MILL AND ON
 BW2090'PROPERTY OWNED BY MRS P.H. CORBET, 212 KENTUCKY STREET,
 BW2090'FERRIDAY, LOUISIANA, TELEPHONE 757-8691.
 BW2090'
 BW2090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 BW2090'65 IN FERRIDAY, GO SOUTH ON U.S. HIGHWAY 65 FOR 0.65 MILE TO
 BW2090'THE ENTRANCE TO THE OLD FISHER LUMBER YARD ON THE LEFT.
 BW2090'CONTINUE SOUTHERLY FOR 0.15 MILE TO A SIDE ROAD LEFT.
 BW2090'(REFERENCE MARK 3 IS 250 FEET TO THE RIGHT, DOWN THE
 BW2090'RAILROAD TRACK.) TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 BW2090'0.2 MILE TO THE STATION ON THE LEFT.
 BW2090'
 BW2090'STATION MARK, STAMPED---FERRIDAY 1929 1969---, IS A
 BW2090'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A
 BW2090'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BW2090'GROUND SURFACE.  IT IS 92 FEET EAST OF THE CHAIN-LINKED FENCE,
 BW2090'18 FEET EAST-NORTHEAST OF THE CENTER OF THE PAVED ROAD, 1 FOOT
 BW2090'EAST-NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A
 BW2090'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED AT
 BW2090'THIS TIME.
 BW2090'
 BW2090'FERRIDAY 2, STAMPED---FERRIDAY 2 1969---, IS A STANDARD
 BW2090'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH
 BW2090'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BW2090'GROUND SURFACE.  IT IS 21.5 FEET WEST-SOUTHWEST OF THE CENTER
 BW2090'OF THE PAVED ROAD, 76 FEET SOUTHEAST OF THE CHAIN-LINKED FENCE,
 BW2090'1.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT
 BW2090'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 BW2090'INSPECTED AT THIS TIME.
 BW2090'
 BW2090'REFERENCE MARK 3, STAMPED---FERRIDAY NO 3 1929---, IS A
 BW2090'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BW2090'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 34.6
 BW2090'FEET EAST-SOUTHEAST OF A UTILITY POLE, 10 FEET SOUTHEAST OF THE
 BW2090'EAST RAIL OF A RAILROAD TRACK AND 6.5 FEET NORTHWEST OF THE
 BW2090'CENTER OF CORBETT ADDITION ROAD.
 BW2090'
 BW2090'REFERENCE MARK 4, STAMPED---FERRIDAY 1929 NO 4 1969---, IS A
 BW2090'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2090'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 BW2090'IS 38 FEET WEST-NORTHWEST OF THE CENTER OF THE PAVED ROAD, 2
 BW2090'FEET EAST-SOUTHEAST OF THE CHAIN-LINKED FENCE AND 1 FOOT
 BW2090'SOUTHWEST OF A METAL WITNESS POST.
 BW2090'
 BW2090'REFERENCE MARK 5, STAMPED---FERRIDAY 1929 NO 5 1977---, ARE
 BW2090'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS
 BW2090'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BW2090'IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET SOUTHWEST OF
 BW2090'THE CENTER OF A PAVED ROAD AND 24
 BW2090'FEET WEST-NORTHWEST OF A CHAIN-LINKED FENCE.  THE UNDERGROUND
 BW2090'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BW2090'42 INCHES BELOW THE GROUND SURFACE.
 BW2090'
 BW2090'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 BW2090'REINFORCING ROD IMBEDDED IN FERRIDAY RM 5.
 BW2090
 BW2090                          STATION RECOVERY (1981)
 BW2090
 BW2090'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (TLH)
 BW2090'THE STATION MARK AND RM 4 WERE RECOVERED AS PREVIOUSLY DESCRIBED.
 BW2090
 BW2090                          STATION RECOVERY (1981)
 BW2090
 BW2090'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW2090'1.6 KM (1.0 MI) SOUTH FROM FERRIDAY.
 BW2090'0.1 MILE EAST ALONG LOUISIANA AVENUE FROM THE POST OFFICE IN FERRIDAY,
 BW2090'TO THE JUNCTION OF U.S. HIGHWAY 65, THENCE SOUTHEAST ALONG U.S.
 BW2090'HIGHWAY 65 FOR 0.7 MILE TO THE RAILROAD TRACKS AND THE FISHER LUMBER
 BW2090'COMPANY ON THE LEFT, TURN LEFT BEFORE CROSSING TRACKS, AND GO 0.2 MI
 BW2090'NORTHEAST BETWEEN THE LUMBER YARD AND TRACKS, TO A FORK IN THE YARD,
 BW2090'TAKE LEFT FORK FOR ABOUT 200 FEET TO MARK ON THE RIGHT, JUST BEFORE
 BW2090'REACHING SIDE TRACK, 14.0 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 BW2090'ROAD, 78.0 FEET SOUTHEAST OF THE EAST RAIL OF SIDE TRACK LEADING
 BW2090'SOUTHWEST TO LUMBER YARD, 263.0 FEET NORTH OF THE NORTH RAIL OF
 BW2090'LOUISIANA AND ARKANSAS RAILROAD, 89.0 FEET EAST OF A FENCE CORNER OF A
 BW2090'CHAIN LINK FENCE, AND 110.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 BW2090'THE ROAD CROSSING.
 BW2090'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1653 ***********************************************************************
 BW1653  DESIGNATION -  FERRIDAY RM 3
 BW1653  PID         -  BW1653
 BW1653  STATE/COUNTY-  LA/CONCORDIA
 BW1653  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1653
 BW1653                         *CURRENT SURVEY CONTROL
 BW1653  ___________________________________________________________________
 BW1653* NAD 83(1986)-  31 37 18.     (N)    091 33 01.     (W)     SCALED    
 BW1653* NAVD 88     -        17.417  (meters)      57.14   (feet)  ADJUSTED  
 BW1653  ___________________________________________________________________
 BW1653  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW1653  DYNAMIC HT  -          17.396 (meters)      57.07  (feet)  COMP
 BW1653  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 BW1653
 BW1653  VERT ORDER  -  FIRST     CLASS II
 BW1653
 BW1653.The horizontal coordinates were scaled from a topographic map and have
 BW1653.an estimated accuracy of +/- 6 seconds.
 BW1653
 BW1653.The orthometric height was determined by differential leveling
 BW1653.and adjusted by the National Geodetic Survey in February 1994..
 BW1653
 BW1653.The geoid height was determined by GEOID03.
 BW1653
 BW1653.The dynamic height is computed by dividing the NAVD 88
 BW1653.geopotential number by the normal gravity value computed on the
 BW1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1653.degrees latitude (g = 980.6199 gals.).
 BW1653
 BW1653.The modeled gravity was interpolated from observed gravity values.
 BW1653
 BW1653;                    North         East    Units  Estimated Accuracy
 BW1653;SPC LA N     -   124,760.    1,090,100.      MT  (+/- 180 meters Scaled)
 BW1653
 BW1653                          SUPERSEDED SURVEY CONTROL
 BW1653
 BW1653  NAVD 88 (06/15/91)   17.434  (m)           57.20   (f) UNKNOWN     1 2
 BW1653  NGVD 29 (??/??/??)   17.418  (m)           57.15   (f) ADJUSTED    1 2
 BW1653
 BW1653.Superseded values are not recommended for survey control.
 BW1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1653.See file dsdata.txt to determine how the superseded data were derived.
 BW1653
 BW1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ375994(NAD 83)
 BW1653_MARKER: DR = REFERENCE MARK DISK
 BW1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1653_STAMPING: FERRIDAY NO 3 1929
 BW1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1653+STABILITY: SURFACE MOTION
 BW1653
 BW1653  HISTORY     - Date     Condition        Report By
 BW1653  HISTORY     - 1929     MONUMENTED       CGS
 BW1653  HISTORY     - 1966     GOOD             NGS
 BW1653  HISTORY     - 1979     GOOD             NGS
 BW1653  HISTORY     - 1981     GOOD             LADTD
 BW1653  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BW1653
 BW1653                          STATION DESCRIPTION
 BW1653
 BW1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1653'0.8 MI SE FROM FERRIDAY.
 BW1653'ABOUT 0.1 MILE WEST ALONG LOUISIANA AVENUE FROM THE POST OFFICE AT
 BW1653'FERRIDAY, THENCE 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 65 AND 84, IN
 BW1653'SECTION 45, T 7 N, R 4 W, 237 FEET SOUTHWEST OF THE CENTER OF THE
 BW1653'CROSSING OF THE LOUISIANA AND MIDLAND RAILROAD, 129 FEET NORTHWEST AND
 BW1653'ACROSS A GRAVELED ROAD FROM THE A.N. TERRAL RESIDENCE, 63 FEET
 BW1653'NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 42 1/2 FEET
 BW1653'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 21 1/2 FEET
 BW1653'NORTHWEST OF A TELEPHONE POLE BRACED BY A GUY WIRE, 12 FEET NORTHEAST
 BW1653'OF THE EAST CORNER OF AN OLD METAL BUILDING, 10 FEET SOUTHEAST OF THE
 BW1653'SOUTHEAST RAIL OF A SIDE TRACK WHICH DEAD ENDS AT THIS POINT, 1.5 FEET
 BW1653'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BW1653'MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES BELOW
 BW1653'THE LEVEL OF THE BALLAST.
 BW1653
 BW1653                          STATION RECOVERY (1979)
 BW1653
 BW1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1653'CHANGE-MARK IS 12.0 FT. NORTHEAST OF THE NORTH CORNER, INSTEAD OF
 BW1653'THE EAST CORNER.
 BW1653'ADD-62.5 FT. NORTH OF THE CENTER LINE OF THE GRAVEL.
 BW1653'OMIT-21.5 FT. NORTHWEST OF A TELEPHONE POLE.
 BW1653
 BW1653                          STATION RECOVERY (1981)
 BW1653
 BW1653'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1653'RECOVERED IN GOOD CONDITION.
 BW1653
 BW1653                          STATION RECOVERY (2005)
 BW1653
 BW1653'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW1653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2540 ***********************************************************************
 BW2540  DESIGNATION -  FERRIDAY RM 5
 BW2540  PID         -  BW2540
 BW2540  STATE/COUNTY-  LA/CONCORDIA
 BW2540  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2540
 BW2540                         *CURRENT SURVEY CONTROL
 BW2540  ___________________________________________________________________
 BW2540* NAD 83(1992)-  31 37 18.66751(N)    091 33 03.38821(W)     ADJUSTED  
 BW2540* NAVD 88     -        18.02   (+/-2cm)      59.1    (feet)  VERTCON   
 BW2540  ___________________________________________________________________
 BW2540  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2540  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW2540
 BW2540  HORZ ORDER  -  FIRST
 BW2540  VERT ORDER  -  THIRD ? (See Below)
 BW2540
 BW2540.The horizontal coordinates were established by classical geodetic methods
 BW2540.and adjusted by the National Geodetic Survey in May 1994..
 BW2540
 BW2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2540.The vertical order pertains to the NGVD 29 superseded value.
 BW2540
 BW2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2540
 BW2540.The geoid height was determined by GEOID03.
 BW2540
 BW2540;                    North         East     Units Scale Factor Converg.
 BW2540;SPC LA N     -   124,779.741 1,090,038.021   MT  0.99992799   +0 30 06.4
 BW2540;SPC LA N     -   409,381.53  3,576,233.07   sFT  0.99992799   +0 30 06.4
 BW2540;SPC MS W     -   235,864.686   584,476.541   MT  1.00011454   -0 38 18.5
 BW2540;SPC MS W     -   773,832.72  1,917,570.12   sFT  1.00011454   -0 38 18.5
 BW2540;UTM  15      - 3,499,433.442   637,436.758   MT  0.99983297   +0 45 35.6
 BW2540
 BW2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2540!SPC LA N     -   1.00000128  x   0.99992799  =   0.99992927
 BW2540!SPC MS W     -   1.00000128  x   1.00011454  =   1.00011582
 BW2540!UTM  15      -   1.00000128  x   0.99983297  =   0.99983425
 BW2540
 BW2540|---------------------------------------------------------------------|
 BW2540| PID    Reference Object                     Distance      Geod. Az  |
 BW2540|                                                           dddmmss.s |
 BW2540| BW2091 FERRIDAY RM 4                        12.705 METERS 06110     |
 BW2540| BW2090 FERRIDAY RESET                       34.678 METERS 10821     |
 BW2540| BW1653 FERRIDAY RM 3                                      2310028.1 |
 BW2540| BW2541 FERRIDAY MID LA GAS CO MAST         APPROX. 1.3 KM 2345558.9 |
 BW2540|---------------------------------------------------------------------|
 BW2540
 BW2540                          SUPERSEDED SURVEY CONTROL
 BW2540
 BW2540  NAD 83(1992)-  31 37 18.68260(N)    091 33 03.38496(W) AD(       ) 1
 BW2540  NAD 83(1986)-  31 37 18.68201(N)    091 33 03.38403(W) AD(       ) 1
 BW2540  NAD 27      -  31 37 18.08761(N)    091 33 02.94483(W) AD(       ) 1
 BW2540  NGVD 29 (07/19/86)   18.02   (m)           59.1    (f) LEVELING    3  
 BW2540
 BW2540.Superseded values are not recommended for survey control.
 BW2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2540.See file dsdata.txt to determine how the superseded data were derived.
 BW2540
 BW2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3743799433(NAD 83)
 BW2540_MARKER: DS = TRIANGULATION STATION DISK
 BW2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2540
 BW2540  HISTORY     - Date     Condition        Report By
 BW2540  HISTORY     - 1977     MONUMENTED       NGS
 BW2540
 BW2540                          STATION DESCRIPTION
 BW2540
 BW2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2540'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF FERRIDAY,
 BW2540'INSIDE AND IN THE SOUTHEAST SECTION OF THE OLD FISHER LUMBER
 BW2540'COMPANY MILL.  THE PROPERTY IS OWNED BY MRS. P.H.CORBET OF 212
 BW2540'KENTUCKY STREET, FERRIDAY, LOUISIANA. PHONE NO. 757-8691.
 BW2540'
 BW2540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 BW2540'65 IN FERRIDAY, GO SOUTHEASTERLY ON U.S. HIGHWAY 65 FOR 0.65
 BW2540'MILE TO THE ENTRANCE TO THE OLD FISHER LUMBER YARD ON THE
 BW2540'LEFT.  TURN LEFT AND GO EASTERLY THROUGH THE LUMBER YARD FOR
 BW2540'0.25 MILE TO A FENCE AND THE STATION ON THE RIGHT.
 BW2540'
 BW2540'STATION MARKS, STAMPED---FERRIDAY 1929 NO 5 1977---, ARE
 BW2540'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS
 BW2540'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BW2540'IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET SOUTHWEST OF
 BW2540'THE CENTER OF A PAVED ROAD AND 24
 BW2540'FEET WEST-NORTHWEST OF A CHAIN-LINKED FENCE.  THE UNDERGROUND
 BW2540'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BW2540'42-INCHES BELOW THE GROUND SURFACE.
 BW2540'
 BW2540'FERRIDAY, STAMPED---FERRIDAY 1929 1969---, IS A
 BW2540'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A
 BW2540'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BW2540'GROUND SURFACE.  IT IS 92 FEET EAST OF THE CHAIN-LINKED FENCE,
 BW2540'18 FEET EAST-NORTHEAST OF THE CENTER OF THE PAVED ROAD, 1 FOOT
 BW2540'EAST-NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A
 BW2540'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED AT
 BW2540'THIS TIME.
 BW2540'
 BW2540'FERRIDAY 2, STAMPED---FERRIDAY 2 1969---, IS A STANDARD
 BW2540'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH
 BW2540'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BW2540'GROUND SURFACE.  IT IS 21.5 FEET WEST-SOUTHWEST OF THE CENTER
 BW2540'OF THE PAVED ROAD, 76 FEET SOUTHEAST OF THE CHAIN-LINKED FENCE,
 BW2540'1.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT
 BW2540'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 BW2540'INSPECTED AT THIS TIME.
 BW2540'
 BW2540'REFERENCE MARK 3, STAMPED---FERRIDAY NO 3 1929---, IS A
 BW2540'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BW2540'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 34.6
 BW2540'FEET EAST-SOUTHEAST OF A UTILITY POLE, 10 FEET SOUTHEAST OF THE
 BW2540'EAST RAIL OF A RAILROAD TRACK AND 6.5 FEET NORTHWEST OF THE
 BW2540'CENTER OF CORBETT ADDITION ROAD.
 BW2540'
 BW2540'REFERENCE MARK 4, STAMPED---FERRIDAY 1929 NO 4 1969---, IS A
 BW2540'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2540'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 BW2540'IS 38 FEET WEST-NORTHWEST OF THE CENTER OF THE PAVED ROAD, 2
 BW2540'FEET EAST-SOUTHEAST OF THE CHAIN-LINKED FENCE AND 1 FOOT
 BW2540'SOUTHWEST OF A METAL WITNESS POST.
 BW2540'
 BW2540'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 41.1 METERS.
 BW2540'REINFORCING ROD IMBEDDED IN FERRIDAY RM 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0439 ***********************************************************************
 AT0439  DESIGNATION -  FERRY
 AT0439  PID         -  AT0439
 AT0439  STATE/COUNTY-  LA/PLAQUEMINES
 AT0439  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT0439
 AT0439                         *CURRENT SURVEY CONTROL
 AT0439  ___________________________________________________________________
 AT0439* NAD 83(1992)-  29 34 07.78978(N)    089 47 50.44788(W)     ADJUSTED  
 AT0439* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT0439  **This station is located in a subsidence area (see below).
 AT0439  ___________________________________________________________________
 AT0439  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AT0439  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AT0439  DYNAMIC HT  -           0.8   (meters)       3.    (feet)  COMP
 AT0439  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 AT0439
 AT0439  HORZ ORDER  -  SECOND
 AT0439  VERT ORDER  -  THIRD (See Below)
 AT0439
 AT0439.The horizontal coordinates were established by classical geodetic methods
 AT0439.and adjusted by the National Geodetic Survey in January 1993..
 AT0439
 AT0439 ** The orthometric height has not been validated since last determined
 AT0439 ** by differential leveling and should not be used for control purposes.
 AT0439 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0439 ** area with valid NAVD 88 orthometric heights.
 AT0439 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0439 ** epoch indicated which incorporates improved geoid heights for the
 AT0439 ** Southern Louisiana Subsidence area.
 AT0439 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0439.The orthometric height was scaled from a topographic map.
 AT0439.The vertical order pertains to the first NAVD 88 superseded value.
 AT0439
 AT0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0439
 AT0439.The geoid height was determined by GEOID03.
 AT0439
 AT0439.The dynamic height is computed by dividing the NAVD 88
 AT0439.geopotential number by the normal gravity value computed on the
 AT0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0439.degrees latitude (g = 980.6199 gals.).
 AT0439
 AT0439.The modeled gravity was interpolated from observed gravity values.
 AT0439
 AT0439;                    North         East     Units Scale Factor Converg.
 AT0439;SPC LA S     -   119,472.358 1,148,826.796   MT  0.99995398   +0 46 04.8
 AT0439;SPC LA S     -   391,968.89  3,769,109.25   sFT  0.99995398   +0 46 04.8
 AT0439;UTM  16      - 3,274,276.176   228,988.103   MT  1.00050635   -1 22 52.5
 AT0439
 AT0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0439!SPC LA S     -   1.00000376  x   0.99995398  =   0.99995774
 AT0439!UTM  16      -   1.00000376  x   1.00050635  =   1.00051011
 AT0439
 AT0439|---------------------------------------------------------------------|
 AT0439| PID    Reference Object                     Distance      Geod. Az  |
 AT0439|                                                           dddmmss.s |
 AT0439| AT0437 V 194                                34.183 METERS 06211     |
 AT0439| AT0436 FERRY AZ MK                                        1241249.4 |
 AT0439| AT1310 CONCRETE FILLED PIPE NR FERRY        42.123 METERS 18553     |
 AT0439| AT1303 WOODLAND SO BELL TEL CO MAST        APPROX. 3.9 KM 2993902.0 |
 AT0439| AT1304 POINTE A LA HACHE WATER TANK        APPROX. 2.1 KM 3352858.6 |
 AT0439| AT1305 POINTE A LA HACHE MICROWAVE TR      APPROX. 2.0 KM 3362625.3 |
 AT0439| AT1306 POINTE A LA HACHE KKD 555 MAST      APPROX. 0.6 KM 3430649.4 |
 AT0439| AT0438 FERRY RM 1                           40.454 METERS 35626     |
 AT0439|---------------------------------------------------------------------|
 AT0439
 AT0439                          SUPERSEDED SURVEY CONTROL
 AT0439
 AT0439  NAD 83(1986)-  29 34 07.80096(N)    089 47 50.45263(W) AD(       ) 2
 AT0439  NAD 27      -  29 34 07.03000(N)    089 47 50.21127(W) AD(       ) 2
 AT0439  NAVD 88 (06/15/91)    0.818  (m)            2.68   (f) UNKNOWN     1 1
 AT0439  NGVD 29 (??/??/??)    0.852  (m)            2.80   (f) ADJUSTED    1 1
 AT0439
 AT0439.Superseded values are not recommended for survey control.
 AT0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0439.See file dsdata.txt to determine how the superseded data were derived.
 AT0439
 AT0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2898874276(NAD 83)
 AT0439_MARKER: DS = TRIANGULATION STATION DISK
 AT0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0439_STAMPING: FERRY 1966
 AT0439_MARK LOGO: CGS   
 AT0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0439+STABILITY: SURFACE MOTION
 AT0439
 AT0439  HISTORY     - Date     Condition        Report By
 AT0439  HISTORY     - 1966     MONUMENTED       CGS
 AT0439  HISTORY     - 1970     GOOD             LOCSUR
 AT0439  HISTORY     - 1971     GOOD             NGS
 AT0439  HISTORY     - 1984     GOOD             NGS
 AT0439
 AT0439                          STATION DESCRIPTION
 AT0439
 AT0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0439'STATION IS ABOUT 13 MILES SOUTHEAST OF MYRTLE GROVE, 8-1/2 MILES
 AT0439'NORTHWEST OF PORT
 AT0439'SULPHUR, 6-1/2 MILES EAST OF HERMITAGE AND ON THE SOUTHEAST
 AT0439'SIDE OF THE ENTRANCE ROAD OF THE
 AT0439'POINT A LA HACHE FERRY LANDING.
 AT0439'
 AT0439'TO REACH THE STATION FROM ST. PATRICKS CATHOLIC CHURCH IN THE
 AT0439'SOUTHEAST EDGE OF
 AT0439'PORT SULPHUR, GO NORTHERLY ON STATE HIGHWAY 23 FOR 8.2
 AT0439'MILES TO ST. JUDES CATHOLIC CHURCH
 AT0439'ON THE LEFT.  CONTINUE NORTHERLY ON
 AT0439'HIGHWAY 23 FOR 1.7 MILES TO A SIDE ROAD RIGHT AT A
 AT0439'GAS PUMPING STATION.
 AT0439'CONTINUE NORTHERLY ON HIGHWAY 23 FOR 0.45 MILE TO A GRAVELED ROAD
 AT0439'RIGHT AND ENTRANCE
 AT0439'TO THE POINT A LA HACHE FERRY LANDING.  TURN RIGHT AND GO
 AT0439'NORTH ON THE GRAVELED ROAD FOR
 AT0439'0.05 MILE TO THE STATION ON THE LEFT.
 AT0439'
 AT0439'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON THE
 AT0439'GRAVELED ROAD FOR
 AT0439'0.05 MILE TO THE LEVEE.  TURN RIGHT AND GO
 AT0439'EAST ALONG TOP OF LEVEE FOR 0.25
 AT0439'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AT0439'
 AT0439'STATION MARKS ARE STANDARD DISKS STAMPED FERRY 1966.  THE SURFACE
 AT0439'DISK IS SET IN A
 AT0439'ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 AT0439'IS 46 FEET NORTHWEST OF THE CENTER
 AT0439'OF THE GRAVELED ROAD, 74 FEET SOUTHWEST
 AT0439'OF THE SOUTH RAIL OF A RAILROAD TRACK AND 2 FEET
 AT0439'SOUTHWEST OF A
 AT0439'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AT0439'MASS OF CONCRETE
 AT0439'38 INCHES BELOW THE GROUND SURFACE.
 AT0439'
 AT0439'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FERRY NO 1 1966, IS
 AT0439'SET IN A ROUND
 AT0439'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 24 FEET
 AT0439'NORTHEAST OF THE NORTH RAIL OF
 AT0439'THE RAILROAD TRACK, 1.8 FEET SOUTHEAST OF
 AT0439'A METAL WITNESS POST AND 1 FOOT WEST OF A LIGHT POLE.
 AT0439'
 AT0439'BENCH MARK V194, A STANDARD BENCH MARK DISK STAMPED V194 1964, IS
 AT0439'CRIMPED TO THE TOP
 AT0439'OF A 5/8 INCH COPPER WELD GROUND ROD, ENCASED IN A
 AT0439'4 INCH ORANGEBURG PIPE WHICH IS FLUSH
 AT0439'WITH THE GROUND SURFACE.  IT IS
 AT0439'53 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 22 FEET
 AT0439'NORTH OF THE NORTH
 AT0439'RAIL OF THE RAILROAD TRACK AND 1 FOOT EAST OF A METAL WITNESS POST.
 AT0439'
 AT0439'AZIMUTH MARK, A STANDARD DISK STAMPED FERRY 1966, IS SET IN A ROUND
 AT0439'CONCRETE MONUMENT
 AT0439'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET
 AT0439'NORTH OF THE NORTH RAIL OF THE
 AT0439'RAILROAD TRACK, 10 FEET SOUTH OF THE CENTER
 AT0439'OF THE LEVEE ROAD AND 1.7 FEET WEST OF A METAL
 AT0439'WITNESS POST.
 AT0439'
 AT0439'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AT0439
 AT0439                          STATION RECOVERY (1970)
 AT0439
 AT0439'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (JJK)
 AT0439'FERRY 1966 RECOVERED GOOD.
 AT0439'
 AT0439'V194 BENCH MARK RECOVERED GOOD.
 AT0439'
 AT0439'AZIMUTH MARK RECOVERED GOOD.
 AT0439'
 AT0439'REFERENCE MARK NO. 1 RECOVERED GOOD.
 AT0439'
 AT0439'DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MI. SOUTHEAST OF MYRTLE
 AT0439'GROVE.
 AT0439
 AT0439                          STATION RECOVERY (1971)
 AT0439
 AT0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0439'8.75 MI NW FROM PORT SULPHUR.
 AT0439'ABOUT 8.65 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE FIRE
 AT0439'STATION AND CEMETERY AT PORT SULPHUR, THENCE 0.1 MILE NORTHEAST ALONG
 AT0439'A SHELL ROAD THAT LEADS TO THE FERRY LANDING AT WEST POINTE A LA
 AT0439'HACHE, 44 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 77 FEET
 AT0439'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE MISSOURI PACIFIC
 AT0439'RAILROAD AND THE ROAD, 114 FEET NORTH OF A POWER POLE WITH A LIGHT AND
 AT0439'A GUY WIRE, 112.0 FEET SOUTHWEST OF BENCH MARK V 194, 1.8 FEET
 AT0439'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 AT0439'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT.
 AT0439
 AT0439                          STATION RECOVERY (1984)
 AT0439
 AT0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0764 ***********************************************************************
 AV0764  DESIGNATION -  FERRY 1884
 AV0764  PID         -  AV0764
 AV0764  STATE/COUNTY-  LA/CAMERON
 AV0764  USGS QUAD   -  GRAND CHENIER (1980)
 AV0764
 AV0764                         *CURRENT SURVEY CONTROL
 AV0764  ___________________________________________________________________
 AV0764* NAD 83(1992)-  29 46 07.25614(N)    092 59 15.75555(W)     ADJUSTED  
 AV0764* NAVD 88     -         1.75   (+/-2cm)       5.7  **(feet)  VERTCON   
 AV0764  **This station is located in a subsidence area (see below).
 AV0764  ___________________________________________________________________
 AV0764  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AV0764  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AV0764
 AV0764  HORZ ORDER  -  THIRD
 AV0764  VERT ORDER  -  THIRD ? (See Below)
 AV0764
 AV0764.The horizontal coordinates were established by classical geodetic methods
 AV0764.and adjusted by the National Geodetic Survey in January 1993..
 AV0764
 AV0764 ** The orthometric height has not been validated since last determined
 AV0764 ** by differential leveling and should not be used for control purposes.
 AV0764 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0764 ** area with valid NAVD 88 orthometric heights.
 AV0764 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0764 ** epoch indicated which incorporates improved geoid heights for the
 AV0764 ** Southern Louisiana Subsidence area.
 AV0764 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0764.The vertical order pertains to the NGVD 29 superseded value.
 AV0764
 AV0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0764
 AV0764.The geoid height was determined by GEOID03.
 AV0764
 AV0764;                    North         East     Units Scale Factor Converg.
 AV0764;SPC LA S     -   141,781.419   840,022.596   MT  0.99993391   -0 49 38.0
 AV0764;SPC LA S     -   465,161.21  2,755,974.13   sFT  0.99993391   -0 49 38.0
 AV0764;UTM  15      - 3,293,153.986   501,188.094   MT  0.99960002   +0 00 22.0
 AV0764
 AV0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0764!SPC LA S     -   1.00000388  x   0.99993391  =   0.99993779
 AV0764!UTM  15      -   1.00000388  x   0.99960002  =   0.99960390
 AV0764
 AV0764:                Primary Azimuth Mark                     Grid Az
 AV0764:SPC LA S     -  ROAD                                     299 25 53.6
 AV0764:UTM  15      -  ROAD                                     298 35 53.6
 AV0764
 AV0764|---------------------------------------------------------------------|
 AV0764| PID    Reference Object                     Distance      Geod. Az  |
 AV0764|                                                           dddmmss.s |
 AV0764| AV0778 ROAD                                APPROX.10.9 KM 2983615.6 |
 AV0764| AV0761 TT 183 USGS 1932                    428.019 METERS 3171851.9 |
 AV0764|---------------------------------------------------------------------|
 AV0764
 AV0764                          SUPERSEDED SURVEY CONTROL
 AV0764
 AV0764  NAD 83(1986)-  29 46 07.27970(N)    092 59 15.73623(W) AD(       ) 3
 AV0764  NAD 27      -  29 46 06.48740(N)    092 59 15.21050(W) AD(       ) 3
 AV0764  NGVD 29 (07/19/86)    1.74   (m)            5.7    (f) LEVELING    3  
 AV0764
 AV0764.Superseded values are not recommended for survey control.
 AV0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0764.See file dsdata.txt to determine how the superseded data were derived.
 AV0764
 AV0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0118893154(NAD 83)
 AV0764_MARKER: Z = SEE DESCRIPTION
 AV0764_SETTING: 0 = UNSPECIFIED SETTING
 AV0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0764
 AV0764  HISTORY     - Date     Condition        Report By
 AV0764  HISTORY     - 1884     MONUMENTED       CGS
 AV0764  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AV0764  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AV0764
 AV0764                          STATION DESCRIPTION
 AV0764
 AV0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (FWP)
 AV0764'SITUATED ON THE RIDGE BETWEEN THE MERMENTHAU RIVER AND THE
 AV0764'SEA MARSH, 20 METERS S OF THE RIVER, 15 METERS N OF THE
 AV0764'MARSH AND 150 METERS APPROXIMATELY E OF THE FERRY LANDING.
 AV0764'
 AV0764'TRIANGLES ARE CUT IN LIVE OAK TREES SITUATED AS FOLLOWS--
 AV0764'CIRCLE READINGS
 AV0764'
 AV0764'TREE S 11 DEG E MAG. 32 FEET 7 INCHES DISTANT 0 DEG 00 MIN
 AV0764'
 AV0764'TREE SW APPROX. 45 FEET 1 INCH DISTANT 66 DEG 04 MIN
 AV0764'
 AV0764'TREE WNW APPROX. 96 FEET 0 INCH DISTANT 127 DEG 51 MIN
 AV0764'
 AV0764'SW CORNER HOUSE NE APPROX. 150 FEET DISTANT 235 DEG 52 MIN
 AV0764'APPROX.
 AV0764'
 AV0764'SURFACE MARK IS A GREY SANDSTONE 2-1/2 FEET LONG AND 4 INCHES
 AV0764'SQUARE AT THE TOP, MARKED USC AND GS.  CROSS LINES CUT IN
 AV0764'THE UPPER SURFACE BISECT THE CENTER OF STATION.
 AV0764'
 AV0764'UNDERGROUND MARK IS A CROCKERY JAR, INVERTED, AND WITH A
 AV0764'SMALL HOLE CUT IN ITS BOTTOM TO MARK THE CENTER OF STATION.
 AV0764'
 AV0764'A 20-FOOT TRIPOD WITH SCAFFOLD WAS ERECTED.
 AV0764
 AV0764                          STATION RECOVERY (1932)
 AV0764
 AV0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0764'STATION FOUND FROM ORIGINAL DESCRIPTION.  LOCATED IN THE
 AV0764'GARDEN BELONGING TO THE JONES HOUSE AND OCCUPIED BY S.S. MILLER.
 AV0764'IT IS E OF THE S LANDING OF THE MERMENTAU RIVER FERRY, 14.5
 AV0764'METERS N OF THE CENTER LINE OF THE SHELL ROAD, 6.5 METERS
 AV0764'N OF THE S GARDEN FENCE, 42 METERS E OF THE W GARDEN FENCE AND
 AV0764'90 METERS E OF LARGE LIVE OAK TREE IN FRONT OF S.S. MILLERS
 AV0764'HOUSE.
 AV0764'
 AV0764'STATION IS SOLID BUT CHIPPED OFF AND ALL LETTERING WORN AWAY.
 AV0764'CONCRETE CAP WAS BUILT OVER OLD STONE AND STANDARD BRONZE
 AV0764'DISK PLACED AS NEAR THE CENTER OF OLD STONE AS COULD BE
 AV0764'ASCERTAINED.
 AV0764'
 AV0764'THIS STATION WITH STATION RICHARD (1884) WAS INCORPORATED
 AV0764'IN A FOUR SIDED FIGURE CONNECTION WITH THE 1932 SCHEME.
 AV0764'
 AV0764'A 12-FOOT TRIPOD AND SCAFFOLD USED IN THE 1932 CONNECTION
 AV0764'IS SUFFICIENT HEIGHT FOR ALL STATIONS INVOLVED IN THE CONNECTION.
 AV0764
 AV0764                          STATION RECOVERY (1955)
 AV0764
 AV0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0764'STATION IS DESTROYED.  MONUMENT HAS BEEN UPROOTED AND IS
 AV0764'LEANING AGAINST BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0969 ***********************************************************************
 AT0969  DESIGNATION -  FIDDLER
 AT0969  PID         -  AT0969
 AT0969  STATE/COUNTY-  LA/ST BERNARD
 AT0969  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0969
 AT0969                         *CURRENT SURVEY CONTROL
 AT0969  ___________________________________________________________________
 AT0969* NAD 83(1992)-  29 40 40.15254(N)    089 25 50.89770(W)     ADJUSTED  
 AT0969* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0969  ___________________________________________________________________
 AT0969  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT0969  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AT0969
 AT0969  HORZ ORDER  -  SECOND
 AT0969
 AT0969.The horizontal coordinates were established by classical geodetic methods
 AT0969.and adjusted by the National Geodetic Survey in May 1994..
 AT0969
 AT0969.The orthometric height was scaled from a topographic map.
 AT0969
 AT0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0969
 AT0969.The geoid height was determined by GEOID03.
 AT0969
 AT0969;                    North         East     Units Scale Factor Converg.
 AT0969;SPC LA S     -   132,083.999 1,184,138.714   MT  0.99994154   +0 57 04.6
 AT0969;SPC LA S     -   433,345.59  3,884,961.76   sFT  0.99994154   +0 57 04.6
 AT0969;UTM  16      - 3,285,557.686   264,764.671   MT  1.00028281   -1 12 14.8
 AT0969
 AT0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0969!SPC LA S     -   1.00000395  x   0.99994154  =   0.99994549
 AT0969!UTM  16      -   1.00000395  x   1.00028281  =   1.00028676
 AT0969
 AT0969:                Primary Azimuth Mark                     Grid Az
 AT0969:SPC LA S     -  GATE                                     042 53 39.1
 AT0969:UTM  16      -  GATE                                     045 02 58.5
 AT0969
 AT0969|---------------------------------------------------------------------|
 AT0969| PID    Reference Object                     Distance      Geod. Az  |
 AT0969|                                                           dddmmss.s |
 AT0969| AT0953 GATE                                APPROX. 9.5 KM 0435043.7 |
 AT0969| DD6653 FIDDLER RM 1                         21.466 METERS 10042     |
 AT0969| DD6654 FIDDLER RM 2                         19.870 METERS 18949     |
 AT0969|---------------------------------------------------------------------|
 AT0969
 AT0969                          SUPERSEDED SURVEY CONTROL
 AT0969
 AT0969  NAD 83(1992)-  29 40 40.15370(N)    089 25 50.89677(W) AD(       ) 2
 AT0969  NAD 83(1986)-  29 40 40.15985(N)    089 25 50.90002(W) AD(       ) 2
 AT0969  NAD 27      -  29 40 39.41300(N)    089 25 50.70800(W) AD(       ) 2
 AT0969
 AT0969.Superseded values are not recommended for survey control.
 AT0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0969.See file dsdata.txt to determine how the superseded data were derived.
 AT0969
 AT0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6476585558(NAD 83)
 AT0969_MARKER: DS = TRIANGULATION STATION DISK
 AT0969_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0969_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0969
 AT0969  HISTORY     - Date     Condition        Report By
 AT0969  HISTORY     - 1934     MONUMENTED       CGS
 AT0969  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AT0969
 AT0969                          STATION DESCRIPTION
 AT0969
 AT0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0969'STATION IS ON THE S PART OF FIDDLER POINT AT A SMALL POINT ABOUT
 AT0969'HALF-WAY BETWEEN
 AT0969'THE EXTREME E AND S SECTIONS OF THE POINT.  LOCATED
 AT0969'28 METERS INSHORE.
 AT0969'
 AT0969'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0969'OF THE TOP OF A
 AT0969'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0969'UPPER END OF A LONG WOODEN PILE
 AT0969'DRIVEN INTO THE MARSH.
 AT0969'
 AT0969'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF
 AT0969'CONCRETE.  BOTH
 AT0969'MARKS ARE CAST AROUND 2 BY 4 CYPRESS PILINGS.
 AT0969'
 AT0969'REFERENCE MARK NO. 1 IS TOWARD THE SHORE LINE AND 7 METERS FROM IT.
 AT0969'
 AT0969'REFERENCE MARK NO. 2 IS TO THE EASTWARD ABOUT THE SAME DISTANCE
 AT0969'INSHORE.
 AT0969'
 AT0969'A 30-FOOT SIGNAL SEES ALL STATIONS.
 AT0969
 AT0969                          STATION RECOVERY (1952)
 AT0969
 AT0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0969'STATION WAS RECOVERED IN GOOD CONDITION BUT 1 FOOT OFF SHORE.
 AT0969'REFERENCE MARKS
 AT0969'ARE GONE BECAUSE OF EROSION.  SEE DESCRIPTION OF
 AT0969'FIDDLER 2 WHICH WAS ESTABLISHED
 AT0969'TO REPLACE THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0963 ***********************************************************************
 AT0963  DESIGNATION -  FIDDLER 2
 AT0963  PID         -  AT0963
 AT0963  STATE/COUNTY-  LA/ST BERNARD
 AT0963  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0963
 AT0963                         *CURRENT SURVEY CONTROL
 AT0963  ___________________________________________________________________
 AT0963* NAD 83(1992)-  29 40 41.50601(N)    089 25 50.71056(W)     ADJUSTED  
 AT0963* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0963  ___________________________________________________________________
 AT0963  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT0963  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AT0963
 AT0963  HORZ ORDER  -  SECOND
 AT0963
 AT0963.The horizontal coordinates were established by classical geodetic methods
 AT0963.and adjusted by the National Geodetic Survey in May 1994..
 AT0963
 AT0963.The orthometric height was scaled from a topographic map.
 AT0963
 AT0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0963
 AT0963.The geoid height was determined by GEOID03.
 AT0963
 AT0963;                    North         East     Units Scale Factor Converg.
 AT0963;SPC LA S     -   132,125.748 1,184,143.053   MT  0.99994150   +0 57 04.7
 AT0963;SPC LA S     -   433,482.56  3,884,976.00   sFT  0.99994150   +0 57 04.7
 AT0963;UTM  16      - 3,285,599.257   264,770.579   MT  1.00028278   -1 12 14.7
 AT0963
 AT0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0963!SPC LA S     -   1.00000395  x   0.99994150  =   0.99994545
 AT0963!UTM  16      -   1.00000395  x   1.00028278  =   1.00028673
 AT0963
 AT0963:                Primary Azimuth Mark                     Grid Az
 AT0963:SPC LA S     -  SEVEN                                    007 39 31.0
 AT0963:UTM  16      -  SEVEN                                    009 48 50.4
 AT0963
 AT0963|---------------------------------------------------------------------|
 AT0963| PID    Reference Object                     Distance      Geod. Az  |
 AT0963|                                                           dddmmss.s |
 AT0963| AT0972 SEVEN                               APPROX. 3.2 KM 0083635.7 |
 AT0963| AT0970 FIDDLER 4                           132.801 METERS 01902     |
 AT0963| DD6659 FIDDLER 4 RM 4                                     02342     |
 AT0963| DD6656 FIDDLER 2 RM 2                       26.003 METERS 07807     |
 AT0963| AT0964 FIDDLER 3                             5.180 METERS 10829     |
 AT0963| AT0969 FIDDLER                              41.977 METERS 18653     |
 AT0963| DD6655 FIDDLER 2 RM 1                       31.343 METERS 30042     |
 AT0963| DD6658 FIDDLER 3 RM 3                       23.381 METERS 33741     |
 AT0963|---------------------------------------------------------------------|
 AT0963
 AT0963                          SUPERSEDED SURVEY CONTROL
 AT0963
 AT0963  NAD 83(1992)-  29 40 41.50717(N)    089 25 50.70964(W) AD(       ) 2
 AT0963  NAD 83(1986)-  29 40 41.51320(N)    089 25 50.71290(W) AD(       ) 2
 AT0963  NAD 27      -  29 40 40.76600(N)    089 25 50.52100(W) AD(       ) 2
 AT0963
 AT0963.Superseded values are not recommended for survey control.
 AT0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0963.See file dsdata.txt to determine how the superseded data were derived.
 AT0963
 AT0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6477185599(NAD 83)
 AT0963_MARKER: DS = TRIANGULATION STATION DISK
 AT0963_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0963_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0963
 AT0963  HISTORY     - Date     Condition        Report By
 AT0963  HISTORY     - 1952     MONUMENTED       CGS
 AT0963  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AT0963  HISTORY     - 1970     GOOD             NGS
 AT0963
 AT0963                          STATION DESCRIPTION
 AT0963
 AT0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0963'LOCATED NEAR THE NW. CORNER OF BRETON SOUND, ON THE S. SHORE OF
 AT0963'FIDDLER PT.  AND ON THE
 AT0963'N.  SIDE OF THE ENTRANCE TO BAYOU FRENEPIQUANT.  STATION
 AT0963'IS INSHORE OF A LOW SHELL
 AT0963'RIDGE COVERED BY MANGROVE AND HEAVY GRASS.
 AT0963'SHORELINE IS 137.7 FT. S 06 DEG 53 W
 AT0963'MIN GEODETIC.
 AT0963'
 AT0963'A STANDARD DISK STAMPED FIDDLER 2 1952 SET IN THE TOP OF A CONCRETE
 AT0963'FILLED TERRA COTTA
 AT0963'PIPE, WHICH IN TURN IS SET ON A 2 X 4 X 8 SUNK INTO THE
 AT0963'MARSH.  PROJECTS 12 INCHES.
 AT0963'
 AT0963'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FIDDLER 2 NO. 1 1952
 AT0963'SET IN TOP OF A
 AT0963'CONCRETE FILLED 6 INCH TERRA COTTA PIPE WHICH IN TURN IS
 AT0963'SET ON A 2X4X8 SUNK INTO THE
 AT0963'MARSH.  PROJECTS 10 INCHES.
 AT0963'
 AT0963'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FIDDLER 2 NO. 2 1952
 AT0963'SET IN TOP OF A
 AT0963'CONCRETE FILLED 6 INCH TERRA COTTA PIPE WHICH IN TURN IS
 AT0963'SET ON A 2X4X8 SUNK INTO THE
 AT0963'MARSH.  PROJECTS 14 INCHES.
 AT0963
 AT0963                          STATION RECOVERY (1955)
 AT0963
 AT0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0963'THE STATION WAS RECOVERED BUT REFERENCE MARK NO. 1 AND THE STATION
 AT0963'MARK HAVE TILTED AND ARE
 AT0963'OBVIOUSLY NOT IN THEIR EXACT ORIGINAL LOCATION.  FOR
 AT0963'THIS REASON A NEW STATION,
 AT0963'FIDDLER 3 AND REFERENCE MARK NO.  3 WERE
 AT0963'ESTABLISHED.  FIDDLER 3 IS APPROXIMATELY 17
 AT0963'FEET EAST OF FIDDLER 2.
 AT0963
 AT0963                          STATION RECOVERY (1970)
 AT0963
 AT0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0963'THE STATION WAS VISITED 3/25/70 AND REFERENCE MARK NO. 2 WAS FOUND
 AT0963'IN GOOD CONDITION.  THE STATION MARK WAS TILTED AS REPORTED IN 1955
 AT0963'AND WAS LEFT IN THIS CONDITION.  REFERENCE MARK NO. 1 WAS SEARCHED
 AT0963'FOR BUT COULD NOT BE FOUND.  THE STATION WAS OCCUPIED AND
 AT0963'TRIANGULATION STATIONS FIDDLER 3 1955 AND FIDDLER 4 1966, WHICH
 AT0963'ARE IN THE NEAR VICINITY, WERE TIED TO THE STATION.  A NEW
 AT0963'DESCRIPTION FOLLOWS--
 AT0963'
 AT0963'THE STATION IS LOCATED ON THE SOUTH SHORE OF FIDDLER POINT, ABOUT
 AT0963'1/2 MILE WEST OF THE EAST END OF THE POINT AND NEAR THE NORTHWEST
 AT0963'CORNER OF BRETON SOUND, ABOUT 21 MILES NORTHEAST OF PORT SULPHUR
 AT0963'AND 5 MILES NORTHEAST OF MOZAMBIQUE POINT.  IT IS 20 FEET NORTH OF
 AT0963'THE SOUTH SHORELINE AND 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 AT0963'C AND GS TRIANGULATION STATION DISK, STAMPED FIDDLER 2 1952 SET IN
 AT0963'AN 8 INCH TERRA COTTA TILE FILLED WITH CEMENT AND PROJECTING 2
 AT0963'INCHES.  THE MARK LEANS SLIGHTLY TO THE EAST.
 AT0963'
 AT0963'REFERENCE MARK NO. 2 IS 85.31 FEET EAST-NORTHEAST OF THE STATION.  IT
 AT0963'IS 78 FEET NORTH OF THE SOUTH SHORELINE.  IT IS A C AND GS REFERENCE
 AT0963'MARK DISK, STAMPED FIDDLER 2 NO. 2 1952, SET IN AN 8 INCH TERRA
 AT0963'COTTA TILE FILLED WITH CONCRETE AND PROJECTING 1 FOOT.
 AT0963'
 AT0963'REFERENCE MARK NO. 3 IS 76.71 FEET NORTHWEST OF THE STATION.  IT IS
 AT0963'60 FEET NORTH OF THE SOUTH SHORELINE.  IT IS A C AND GS REFERENCE
 AT0963'MARK DISK, STAMPED FIDDLER 3 NO 3 1955, CEMENTED IN THE TOP OF A 4
 AT0963'INCH ORANGEBURG PIPE THAT PROJECTS 2 FEET.
 AT0963'
 AT0963'FIDDLER 3 1955 IS 16.99 FEET EAST OF THE STATION.  IT IS 23 FEET
 AT0963'NORTH OF THE SOUTH SHORELINE, 4 FEET NORTH-NORTHWEST OF A 3 INCH
 AT0963'DIAMETER WOOD POST, AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 AT0963'IT IS A C AND GS TRIANGULATION STATION DISK, STAMPED FIDDLER 3
 AT0963'1955, CEMENTED IN THE TOP OF 4 INCH ORANGEBURG PIPE THAT PROJECTS 1
 AT0963'FOOT.
 AT0963'
 AT0963'THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT.
 AT0963'
 AT0963'NOTE--FOR MORE INFORMATION ON TRIANGULATION STATION FIDDLER 4 1966
 AT0963'SEE DESCRIPTION THEREOF.
 AT0963'
 AT0963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MI. NORTHEAST
 AT0963'OF PORT SULPHUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0964 ***********************************************************************
 AT0964  DESIGNATION -  FIDDLER 3
 AT0964  PID         -  AT0964
 AT0964  STATE/COUNTY-  LA/ST BERNARD
 AT0964  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0964
 AT0964                         *CURRENT SURVEY CONTROL
 AT0964  ___________________________________________________________________
 AT0964* NAD 83(1992)-  29 40 41.45267(N)    089 25 50.52785(W)     ADJUSTED  
 AT0964* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0964  ___________________________________________________________________
 AT0964  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT0964  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AT0964
 AT0964  HORZ ORDER  -  SECOND
 AT0964
 AT0964.The horizontal coordinates were established by classical geodetic methods
 AT0964.and adjusted by the National Geodetic Survey in May 1994..
 AT0964
 AT0964.The orthometric height was scaled from a topographic map.
 AT0964
 AT0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0964
 AT0964.The geoid height was determined by GEOID03.
 AT0964
 AT0964;                    North         East     Units Scale Factor Converg.
 AT0964;SPC LA S     -   132,124.188 1,184,147.992   MT  0.99994150   +0 57 04.8
 AT0964;SPC LA S     -   433,477.44  3,884,992.20   sFT  0.99994150   +0 57 04.8
 AT0964;UTM  16      - 3,285,597.511   264,775.458   MT  1.00028275   -1 12 14.6
 AT0964
 AT0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0964!SPC LA S     -   1.00000395  x   0.99994150  =   0.99994545
 AT0964!UTM  16      -   1.00000395  x   1.00028275  =   1.00028670
 AT0964
 AT0964|---------------------------------------------------------------------|
 AT0964| PID    Reference Object                     Distance      Geod. Az  |
 AT0964|                                                           dddmmss.s |
 AT0964| AT0970 FIDDLER 4                           132.853 METERS 01648     |
 AT0964| DD6659 FIDDLER 4 RM 4                                     02134     |
 AT0964| DD6656 FIDDLER 2 RM 2                       21.690 METERS 07114     |
 AT0964| DD6657 FIDDLER 3 AZ MK                                    0810557.0 |
 AT0964| AT0963 FIDDLER 2                             5.180 METERS 28829     |
 AT0964| DD6655 FIDDLER 2 RM 1                       36.433 METERS 29856     |
 AT0964| DD6658 FIDDLER 3 RM 3                       27.057 METERS 32920     |
 AT0964|---------------------------------------------------------------------|
 AT0964
 AT0964                          SUPERSEDED SURVEY CONTROL
 AT0964
 AT0964  NAD 83(1992)-  29 40 41.45384(N)    089 25 50.52692(W) AD(       ) 2
 AT0964  NAD 83(1986)-  29 40 41.45986(N)    089 25 50.53019(W) AD(       ) 2
 AT0964  NAD 27      -  29 40 40.71300(N)    089 25 50.33800(W) AD(       ) 2
 AT0964
 AT0964.Superseded values are not recommended for survey control.
 AT0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0964.See file dsdata.txt to determine how the superseded data were derived.
 AT0964
 AT0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6477585598(NAD 83)
 AT0964_MARKER: DS = TRIANGULATION STATION DISK
 AT0964_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0964_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0964
 AT0964  HISTORY     - Date     Condition        Report By
 AT0964  HISTORY     - 1955     MONUMENTED       CGS
 AT0964  HISTORY     - 1965     POOR             CGS
 AT0964  HISTORY     - 1970     SEE DESCRIPTION  NGS
 AT0964
 AT0964                          STATION DESCRIPTION
 AT0964
 AT0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0964'THE STATION IS NEAR THE NORTHWEST CORNER OF BRETON SOUND, ON THE
 AT0964'NORTH SIDE OF THE
 AT0964'ENTRANCE TO BAYOU FRENEPIQUANT AND ON THE SOUTH SHORE AND
 AT0964'APPROXIMATELY 0.3 MILE
 AT0964'WEST OF THE EAST END OF FIDDLER POINT.
 AT0964'
 AT0964'THE STATION CAN BE REACHED BY BOAT FROM THE SOUTH SIDE BY COMING
 AT0964'ASHORE NEAR A WOOD
 AT0964'STRUCTURE ABOUT 10 FEET HIGH WITH A 6-FOOT SQUARE
 AT0964'PLATFORM ON THE TOP.  THIS
 AT0964'STRUCTURE IS ABOUT 20 FEET OFF SHORE AND
 AT0964'THE STATION IS ABOUT 38 YARDS INLAND FROM THE
 AT0964'SHORE LINE AT THIS
 AT0964'POINT.
 AT0964'
 AT0964'THE STATION MARK, STAMPED FIDDLER 3 1955, IS A STANDARD DISK SET IN
 AT0964'THE TOP OF A 4-INCH
 AT0964'SEWER PIPE FILLED WITH CONCRETE THAT PROJECTS 2 FEET.  IT
 AT0964'IS 60 YARDS SOUTHEAST OF A
 AT0964'CHANNEL ABOUT 12 FEET WIDE, 18 FEET EAST
 AT0964'OF A WITNESS POST AND 4 FEET NORTHWEST OF A
 AT0964'ROUND BLACK WITNESS POST.
 AT0964'
 AT0964'REFERENCE MARK NO. 2, STAMPED FIDDLER 2 NO 2 1952, IS A STANDARD DISK
 AT0964'SET IN THE TOP OF A
 AT0964'6-INCH TERRA COTTA PIPE FILLED WITH CONCRETE WHICH IN
 AT0964'TURN IS SET THE TOP OF A 6-INCH
 AT0964'TERRA COTTA PIPE FILLED WITH CONCRETE
 AT0964'WHICH IN TURN IS SET A 2X4X8 SUNK INTO THE MARSH.
 AT0964'THE MARK PROJECTS
 AT0964'14 INCHES.
 AT0964'
 AT0964'REFERENCE MARK NO. 3, STAMPED FIDDLER 3 NO. 3 1955, IS A STANDARD
 AT0964'DISK SET IN THE TOP OF A
 AT0964'4-INCH SEWER PIPE FILLED WITH CONCRETE WHICH PROJECTS 2
 AT0964'FEET.  IT IS 32 YARDS SOUTHEAST
 AT0964'OF THE 12-FOOT WIDE CHANNEL AND 62.15
 AT0964'FEET NORTHEAST OF FIDDLER 2 NO 1 1952.
 AT0964'
 AT0964'THE TWO MARKS, FIDDLER 2 1952 AND FIDDLER 2 NO 1 1952, ARE TILTED AND
 AT0964'PROBABLY NOT IN THEIR EXACT
 AT0964'ORIGINAL LOCATION, BUT ARE GIVEN HERE AS REFERENCE
 AT0964'MARKS FOR THE NEW STATION, FIDDLER 3
 AT0964'1955.
 AT0964'
 AT0964'FIDDLER 2 1952 IS A STANDARD DISK SET IN THE TOP OF A 6-INCH TERRA
 AT0964'COTTA PIPE FILLED WITH
 AT0964'CONCRETE WHICH IN TURN IS SET ON A 2X4X8 SUNK INTO THE
 AT0964'MARSH.  IT IS 2 FEET SOUTHEAST
 AT0964'OF A WITNESS POST AND PROJECTS 12
 AT0964'INCHES.  THE DISK IS STAMPED FIDDLER 2 1952.
 AT0964'
 AT0964'REFERENCE MARK NO. 1, STAMPED FIDDLER 2 NO 1 1952, IS A STANDARD DISK
 AT0964'SET IN THE TOP OF A
 AT0964'6-INCH TERRA COTTA PIPE FILLED WITH CONCRETE WHICH IN
 AT0964'TURN IS SET ON A 2 X 4 X 8 SUNK
 AT0964'INTO THE MARSH.  IT IS 20 YARDS
 AT0964'SOUTHEAST OF THE 12-FOOT WIDE CHANNEL AND PROJECTS
 AT0964'10 INCHES.
 AT0964'
 AT0964'THE AZIMUTH MARK, STAMPED FIDDLER 3 1955, IS A STANDARD DISK SET IN
 AT0964'THE TOP OF A 4-INCH
 AT0964'SEWER PIPE THAT PROJECTS 30 INCHES.  IT IS ON THE
 AT0964'NORTHEAST CORNER OF THE
 AT0964'PENINSULA, ABOUT 50 YARDS WEST OF A POINT
 AT0964'WHERE THE BEACH MAKES A 90 DEGREE TURN TO
 AT0964'THE WEST, 16 YARDS SOUTH OF
 AT0964'THE WATER LINE, 2 FEET SOUTHEAST OF A BLACK WITNESS POST AND
 AT0964'1.5 FEET WEST OF A
 AT0964'1X4 7 FEET HIGH WITH A CROSS-ARM NEAR THE TOP.
 AT0964
 AT0964                          STATION RECOVERY (1965)
 AT0964
 AT0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0964'THE STATION WAS VISITED AND THE STATION MARK WAS FOUND LEANING AND
 AT0964'IN POOR CONDITION NEAR THE SHORE LINE.  A NEW STATION FIDDLER 4 WAS
 AT0964'ESTABLISHED IN THE VICINITY.  FIDDLER 3 SHOULD BE USED WITH
 AT0964'CAUTION.
 AT0964
 AT0964                          STATION RECOVERY (1970)
 AT0964
 AT0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0964'THE STATION WAS VISITED 3/25/70 AND REFERENCE MARKS 2 AND 3 WERE
 AT0964'FOUND IN GOOD CONDITION.  THE STATION MARK WAS FOUND TILTED SLIGHTLY
 AT0964'OUT OF POSITION AND WAS REPLACED BY THE MEASUREMENTS FROM THE
 AT0964'REFERENCE MARKS.  TRIANGULATION STATION FIDDLER 2 1952 WAS FOUND
 AT0964'TILTED SLIGHTLY BUT THE DISTANCE CHECKED WITH THE 1955
 AT0964'MEASUREMENT.  TRIANGULATION STATION FIDDLER 4 1966 WAS TIED TO
 AT0964'THE STATION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A NEW
 AT0964'DESCRIPTION FOLLOWS--
 AT0964'
 AT0964'THE STATION IS LOCATED ON THE SOUTH SHORE OF FIDDLER POINT, ABOUT
 AT0964'1/2 MILE WEST OF THE EAST END OF THE POINT, AND NEAR THE NORTHWEST
 AT0964'CORNER OF BRETON SOUND ABOUT 21 MILES NORTHEAST OF PORT SULPHUR AND
 AT0964'5 MILES NORTHEAST OF MOZAMBIQUE POINT.  IT IS 20 FEET NORTH OF THE
 AT0964'SOUTH SHORELINE, 3 FEET NORTH-NORTHWEST OF A 3 INCH DIAMETER WOOD
 AT0964'POST, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A C AND
 AT0964'GS TRIANGULATION STATION DISK, STAMPED FIDDLER 3 1952, CEMENTED
 AT0964'IN THE TOP OF A 4 INCH ORANGEBURG PIPE THAT PROJECTS 1 FOOT.
 AT0964'
 AT0964'REFERENCE MARK NO. 2 IS 71.16 FEET EAST-NORTHEAST OF THE STATION.  IT
 AT0964'IS 78 FEET NORTH OF THE SOUTH SHORELINE.  IT IS A C AND GS REFERENCE
 AT0964'MARK DISK, STAMPED FIDDLER 2 NO 2 1952, SET IN AN 8 INCH TERRA
 AT0964'COTTA TILE FILLED WITH CONCRETE AND PROJECTING 1 FOOT.
 AT0964'
 AT0964'REFERENCE MARK NO. 3 IS 88.76 FEET NORTHWEST OF THE STATION.  IT IS
 AT0964'60 FEET NORTH OF THE SOUTH SHORELINE.  IT IS A C AND GS REFERENCE
 AT0964'MARK DISK, STAMPED FIDDLER 3 NO 3 1955, CEMENTED IN THE TOP OF A 4
 AT0964'INCH ORANGEBURG PIPE PROJECTING 2 FEET.
 AT0964'
 AT0964'FIDDLER 2 1952 IS 16.99 FEET WEST OF THE STATION.  IT IS 20 FEET
 AT0964'NORTH OF THE SOUTH SHORELINE AND 1 FOOT NORTHEAST OF A WITNESS
 AT0964'POST.  IT IS A C AND GS TRIANGULATION STATION DISK, STAMPED FIDDLER
 AT0964'2 1952, SET IN AN 8 INCH TERRA COTTA TILE THAT IS FILLED WITH
 AT0964'CONCRETE AND PROJECTS 2 INCHES.  THE MARK LEANS SLIGHTLY TO THE
 AT0964'EAST.
 AT0964'
 AT0964'THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT.
 AT0964'
 AT0964'NOTE--FOR MORE INFORMATION ON TRIANGULATION STATION FIDDLER 4 1966
 AT0964'SEE DESCRIPTION THEREOF.
 AT0964'
 AT0964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MILES NORTHEAST
 AT0964'OF PORT SULPHUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0970 ***********************************************************************
 AT0970  DESIGNATION -  FIDDLER 4
 AT0970  PID         -  AT0970
 AT0970  STATE/COUNTY-  LA/ST BERNARD
 AT0970  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0970
 AT0970                         *CURRENT SURVEY CONTROL
 AT0970  ___________________________________________________________________
 AT0970* NAD 83(1992)-  29 40 45.58333(N)    089 25 49.10020(W)     ADJUSTED  
 AT0970* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 AT0970  ___________________________________________________________________
 AT0970  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT0970  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AT0970
 AT0970  HORZ ORDER  -  THIRD
 AT0970
 AT0970.The horizontal coordinates were established by classical geodetic methods
 AT0970.and adjusted by the National Geodetic Survey in May 1994..
 AT0970
 AT0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0970
 AT0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0970
 AT0970.The geoid height was determined by GEOID03.
 AT0970
 AT0970;                    North         East     Units Scale Factor Converg.
 AT0970;SPC LA S     -   132,251.987 1,184,184.259   MT  0.99994139   +0 57 05.5
 AT0970;SPC LA S     -   433,896.73  3,885,111.19   sFT  0.99994139   +0 57 05.5
 AT0970;UTM  16      - 3,285,723.899   264,816.519   MT  1.00028251   -1 12 14.1
 AT0970
 AT0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0970!SPC LA S     -   1.00000356  x   0.99994139  =   0.99994495
 AT0970!UTM  16      -   1.00000356  x   1.00028251  =   1.00028607
 AT0970
 AT0970:                Primary Azimuth Mark                     Grid Az
 AT0970:SPC LA S     -  MISS RIV GULF OUTLET LT 89               002 04 02.2
 AT0970:UTM  16      -  MISS RIV GULF OUTLET LT 89               004 13 21.8
 AT0970
 AT0970|---------------------------------------------------------------------|
 AT0970| PID    Reference Object                     Distance      Geod. Az  |
 AT0970|                                                           dddmmss.s |
 AT0970| AT0974 MISS RIV GULF OUTLET LT 89          APPROX. 2.8 KM 0030107.7 |
 AT0970| AT0971 MISS RIV GULF OUTLET LT 90          APPROX. 3.0 KM 0055225.5 |
 AT0970| AT0972 SEVEN                               APPROX. 3.1 KM 0080940.7 |
 AT0970| DD6659 FIDDLER 4 RM 4                       12.276 METERS 08538     |
 AT0970| DD6660 FIDDLER 4 RM 5                       16.854 METERS 18006     |
 AT0970| AT0964 FIDDLER 3                           132.853 METERS 19648     |
 AT0970| AT0963 FIDDLER 2                           132.801 METERS 19902     |
 AT0970|---------------------------------------------------------------------|
 AT0970
 AT0970                          SUPERSEDED SURVEY CONTROL
 AT0970
 AT0970  NAD 83(1992)-  29 40 45.58455(N)    089 25 49.09925(W) AD(       ) 3
 AT0970  NAD 83(1986)-  29 40 45.59057(N)    089 25 49.10251(W) AD(       ) 3
 AT0970  NAD 27      -  29 40 44.84488(N)    089 25 48.90914(W) AD(       ) 3
 AT0970  NGVD 29 (07/19/86)    2.5    (m)            8.     (f) VERT ANG       
 AT0970
 AT0970.Superseded values are not recommended for survey control.
 AT0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0970.See file dsdata.txt to determine how the superseded data were derived.
 AT0970
 AT0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6481785724(NAD 83)
 AT0970_MARKER: DS = TRIANGULATION STATION DISK
 AT0970_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0970+WITH SETTING: INFORMATION.
 AT0970_SP_SET: PREFABRICATED CONCRETE POST
 AT0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0970
 AT0970  HISTORY     - Date     Condition        Report By
 AT0970  HISTORY     - 1966     MONUMENTED       CGS
 AT0970  HISTORY     - 1969     GOOD             CGS
 AT0970  HISTORY     - 1970     GOOD             NGS
 AT0970
 AT0970                          STATION DESCRIPTION
 AT0970
 AT0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0970'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF BRETON SOUND,
 AT0970'JUST NORTH OF THE
 AT0970'CENTER OF FIDDLER POINT ABOUT 0.3 MILE EAST OF THE
 AT0970'MOST WESTERLY PART OF THE POINT AND
 AT0970'NORTH OF A SMALL STREAM.
 AT0970'
 AT0970'THE STATION IS A STANDARD DISK STAMPED FIDDLER 4 1966, CRIMPED TO THE
 AT0970'TOP OF A 5/8 INCH
 AT0970'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT0970'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT0970'PROJECTS 2.7 FEET.  IT IS 4 FEET
 AT0970'SOUTHWEST OF A METAL WITNESS POST AND 163 FEET
 AT0970'NORTH OF A STREAM.
 AT0970'
 AT0970'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED FIDDLER 4 NO 4 1966,
 AT0970'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0970'IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.5 FEET.
 AT0970'IT IS 36 FEET EAST OF THE METAL WITNESS POST AND 163 FEET NORTH OF
 AT0970'THE STREAM.
 AT0970'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED FIDDLER 4 NO 5
 AT0970'1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT0970'LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.2
 AT0970'FEET. IT IS 56.5 FEET SOUTH OF THE METAL WITNESS POST AND 112 FEET
 AT0970'NORTH OF THE STREAM.
 AT0970'THE STATION CAN BE REACHED ONLY BY BOAT OR AIRCRAFT.
 AT0970
 AT0970                          STATION RECOVERY (1969)
 AT0970
 AT0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0970'THE STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD
 AT0970'CONDITION AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY
 AT0970'IN GOOD CONDITION.
 AT0970
 AT0970                          STATION RECOVERY (1970)
 AT0970
 AT0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0970'THE STATION WAS VISITED 3/25/70 AND THE STATION MARK, AND REFERENCE
 AT0970'MARKS 4 AND 5 WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO
 AT0970'REFERENCE MARK 5 WAS FOUND TO BE 0.02 FOOT SHORTER THAN MEASURED IN
 AT0970'1966 AND THE DISTANCE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE
 AT0970'0.05 FOOT SHORTER.  THE STATION WAS OCCUPIED AND TRIANGULATION
 AT0970'STATIONS FIDDLER 2 1952 AND FIDDLER 3 1955, WHICH ARE IN THE
 AT0970'NEAR VICINITY, WERE TIED TO THE STATION.  A NEW DESCRIPTION
 AT0970'FOLLOWS--
 AT0970'
 AT0970'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF BRETON SOUND,
 AT0970'ABOUT 21 MILES NORTHEAST OF PORT SULPHUR AND 5 MILES NORTHEAST OF
 AT0970'MOZAMBIQUE POINT, JUST NORTHOF THE CENTER OF FIDDLER POINT, ABOUT
 AT0970'0.3 MILE EAST OF THE MOST WESTERLY POINT OF LAND AND NORTH OF A
 AT0970'SMALL BAYOU.  IT IS 163 FEET NORTH OF THE BAYOU AND 4 FEET
 AT0970'SOUTHWEST OF A METAL WITNESS POST.  IT IS A C AND GS TRIANGULATION
 AT0970'STATION DISK, STAMPED FIDDLER 4 1966, CRIMPED TO THE TOP OF A
 AT0970'COPPER COATED STEEL ROD DRIVEN 32 FEET INTO THE MARSH AND
 AT0970'PROJECTING 2-1/2 FEET.  IT IS PROTECTED BY A SECTION OF ORANGEBURG
 AT0970'PIPE THAT ALSO PROJECTS 2-1/2 FEET.
 AT0970'
 AT0970'REFERENCE MARK NO. 4 IS 40.28 FEET EAST OF THE STATION.  IT IS 36
 AT0970'FEET EAST OF THE WITNESS POST AND 163 FEET NORTH OF A SMALL BAYOU.
 AT0970'IT IS A C AND GS REFERENCE MARK DISK, STAMPED FIDDLER 4 NO 4 1966,
 AT0970'CRIMPED TO THE TOP OD A COPPER COATED STEEL ROD DRIVEN 24 FEET
 AT0970'INTO THE MARSH AND PROJECTING 2-1/2 FEET.  IT IS PROTECTED BY A
 AT0970'SECTION OF ORANGEBURG PIPE THAT ALSO PROJECTS 2-1/2 FEET.
 AT0970'
 AT0970'REFERENCE MARK NO. 5 IS 55.30 FEET SOUTH OF THE STATION.  IT IS
 AT0970'56.5 FEET SOUTH OF THE WITNESS POST AND 112 FEET NORTH OF THE
 AT0970'BAYOU.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED FIDDLER 4 NO
 AT0970'5 1966, CRIMPED TO THE TOP OF A COPPER COATED STEEL ROD THAT IS
 AT0970'DRIVEN 24 FEET INTO THE MARSH AND PROJECTS 2 FEET.  IT IS PROTECTED
 AT0970'BY A SECTION OF ORANGEBURG PIPE THAT ALSO PROJECTS 2 FEET.
 AT0970'
 AT0970'THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT.
 AT0970'
 AT0970'NOTE--FOR MORE INFORMATION ON TRIANGULATION STATIONS FIDDLER 2 1952
 AT0970'AND FIDDLER 3 1955 SEE DESCRIPTIONS THERE OF.
 AT0970'
 AT0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MI. NORTHEAST OF
 AT0970'PORT SULPHUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3017 ***********************************************************************
 BX3017  DESIGNATION -  FIELD
 BX3017  PID         -  BX3017
 BX3017  STATE/COUNTY-  LA/DE SOTO
 BX3017  USGS QUAD   -  TRENTON (1995)
 BX3017
 BX3017                         *CURRENT SURVEY CONTROL
 BX3017  ___________________________________________________________________
 BX3017* NAD 83(1992)-  31 59 40.53378(N)    093 43 11.26283(W)     ADJUSTED  
 BX3017* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 BX3017  ___________________________________________________________________
 BX3017  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BX3017  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX3017
 BX3017  HORZ ORDER  -  FIRST
 BX3017
 BX3017.The horizontal coordinates were established by classical geodetic methods
 BX3017.and adjusted by the National Geodetic Survey in January 1993..
 BX3017
 BX3017.The orthometric height was scaled from a topographic map.
 BX3017
 BX3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3017
 BX3017.The geoid height was determined by GEOID03.
 BX3017
 BX3017;                    North         East     Units Scale Factor Converg.
 BX3017;SPC LA N     -   166,361.537   884,743.110   MT  0.99991564   -0 38 41.7
 BX3017;SPC LA N     -   545,804.48  2,902,694.69   sFT  0.99991564   -0 38 41.7
 BX3017;UTM  15      - 3,540,062.635   432,006.713   MT  0.99965701   -0 22 53.0
 BX3017
 BX3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3017!SPC LA N     -   0.99998490  x   0.99991564  =   0.99990054
 BX3017!UTM  15      -   0.99998490  x   0.99965701  =   0.99964191
 BX3017
 BX3017:                Primary Azimuth Mark                     Grid Az
 BX3017:SPC LA N     -  MAN                                      005 08 41.5
 BX3017:UTM  15      -  MAN                                      004 52 52.8
 BX3017
 BX3017|---------------------------------------------------------------------|
 BX3017| PID    Reference Object                     Distance      Geod. Az  |
 BX3017|                                                           dddmmss.s |
 BX3017| CQ1654 MAN                                 APPROX. 3.1 KM 0042959.8 |
 BX3017| CV7582 FIELD RM                             48.110 METERS 07834     |
 BX3017|---------------------------------------------------------------------|
 BX3017
 BX3017                          SUPERSEDED SURVEY CONTROL
 BX3017
 BX3017  NAD 83(1986)-  31 59 40.54288(N)    093 43 11.25940(W) AD(       ) 1
 BX3017  NAD 27      -  31 59 39.95300(N)    093 43 10.60000(W) AD(       ) 1
 BX3017
 BX3017.Superseded values are not recommended for survey control.
 BX3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3017.See file dsdata.txt to determine how the superseded data were derived.
 BX3017
 BX3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3200740063(NAD 83)
 BX3017_MARKER: DS = TRIANGULATION STATION DISK
 BX3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3017
 BX3017  HISTORY     - Date     Condition        Report By
 BX3017  HISTORY     - 1919     MONUMENTED       CGS
 BX3017  HISTORY     - 1935     GOOD             CGS
 BX3017  HISTORY     - 1943     GOOD             USE
 BX3017  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BX3017  HISTORY     - 1983     GOOD             AMOCO
 BX3017
 BX3017                          STATION DESCRIPTION
 BX3017
 BX3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX3017'ABOUT 2-1/2 MILES S OF MANSFIELD, 1/4 MILE W OF MANSFIELD-BENSON
 BX3017'ROAD, ON HILL IN N EDGE OF CULTIVATED FIELD OWNED BY MESSRS. J.A.
 BX3017'WILLIAMS AND WALLOM OF MANSFIELD, ABOUT 10 METERS (33 FEET)
 BX3017'S OF WIRE FENCE AND EDGE OF WOODS, ON HIGH PART OF RIDGE
 BX3017'AT THIS PLACE.
 BX3017'
 BX3017'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX3017'DISKS SET IN CONCRETE.
 BX3017'
 BX3017'REFERENCE MARK IS ABOUT 1 METER (3 FEET) S OF WIRE FENCE, 48.11
 BX3017'METERS (157.8 FEET) FROM STATION N 11 DEG 26 MIN E.  IN
 BX3017'1931, UPPER MARK WAS FOUND REMOVED FROM CONCRETE.
 BX3017
 BX3017                          STATION RECOVERY (1935)
 BX3017
 BX3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX3017'SURFACE MARK NOT RECOVERED, NOR REPLACED BY REQUEST OF MR. H.A.
 BX3017'ENLAE, WHO NOW OWNS THE PROPERTY.  UNDERGROUND MARK RECOVERED.
 BX3017'
 BX3017'REFERENCE MARK NO. 1 (1919) RECOVERED IN GOOD CONDITION, BUT
 BX3017'REINFORCED WITH ADDITIONAL CEMENT AND THE UNDERGROUND MARK
 BX3017'FOUND JUST UNDER SURFACE MARK 18 INCHES BELOW GROUND SURFACE,
 BX3017'RESET IN A LARGER MASS OF CEMENT AND LOWERED TO 3 FEET BELOW
 BX3017'GROUND.  IT IS 48.11 METERS (157.8 FEET) FROM STATION
 BX3017'N 11 DEG 26 MIN E.
 BX3017'
 BX3017'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN A
 BX3017'14-BY 14-BY 30-INCH CONCRETE PIER, AT E EDGE OF SMALL PINE
 BX3017'GROWTH, ON W SIDE OF FARM ROAD, ABOUT 100 FEET S OF GATE, AND
 BX3017'22.365 METERS (73.39 FEET) FROM STATION S 38 DEG 56 MIN W.
 BX3017'
 BX3017'REFERENCE MARK NO. 3 (1935) IS A STANDARD BRONZE DISK SET IN A
 BX3017'14-BY 14-BY 30-INCH CONCRETE PIER, IN WOODS, 60 FEET N OF GATE
 BX3017'IN E AND W WIRE FENCE, ABOUT 30 FEET S OF AN E AND W FARM
 BX3017'ROAD THROUGH WOODS, AND 31.205 METERS (102.35 FEET) FROM STATION
 BX3017'N 36 DEG 51 MIN E.
 BX3017'
 BX3017'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2, 219.4 FEET
 BX3017'N 23 DEG 43 MIN E.
 BX3017'
 BX3017'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 3, 221.9 FEET
 BX3017'S 76 DEG 49 MIN E.
 BX3017'
 BX3017'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 3, 139.92 FEET
 BX3017'S 6 DEG 18 MIN E.
 BX3017
 BX3017                          STATION RECOVERY (1943)
 BX3017
 BX3017'RECOVERY NOTE BY US ENGINEERS 1943
 BX3017'REFERENCE MARKS 1, 2, AND 3 WERE ALL RECOVERED IN GOOD CONDITION
 BX3017'AS DESCRIBED.  NO ATTEMPT WAS MADE TO RECOVER THE UNDERGROUND
 BX3017'MARK.
 BX3017
 BX3017                          STATION RECOVERY (1969)
 BX3017
 BX3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BX3017'THE STATION SITE WAS VISITED AND ALL MARKS WERE RECOVERED
 BX3017'AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BX3017'
 BX3017'THE STATION IS LOCATED 2-3/4 MILES SOUTH OF MANSFIELD, 0.35
 BX3017'MILE WEST OF U.S. HIGHWAY 171, ON NORTH EDGE OF KNOLL THAT IS
 BX3017'HIGHEST GROUND IN THE VICINITY, ON THE PROPERTY OF MR. BEN
 BX3017'JOHNSON OF MANSFIELD, PHONE NUMBER 872-4453, AND IN THE
 BX3017'SOUTH PART OF SECTION 29 T12N, R13W.
 BX3017'
 BX3017'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171
 BX3017'AND 84 AT THE SOUTH EDGE OF MANSFIELD, GO SOUTH ON U.S. 171
 BX3017'FOR 2.45 MILES TO STEEL CATTLE GUARD ON THE RIGHT JUST AFTER
 BX3017'PASSING THE TOP OF THE HILL.  TURN RIGHT AND FOLLOW FARM ROAD
 BX3017'WEST 0.1 MILE TO FARM HOUSE, BEAR RIGHT AND FOLLOW ROAD
 BX3017'NORTH-NORTHWEST 0.05 MILE TO GATE, TURN LEFT PASS THROUGH
 BX3017'GATE GO WEST 0.15 MILE ON FARM ROAD TO METAL GATE, PASS
 BX3017'THROUGH AND GO WEST 0.05 MILE TO FORK WHERE WOODS ROAD LEADS
 BX3017'STRAIGHT AHEAD AND FARM ROAD GOES TO THE LEFT.  CONTINUE
 BX3017'AHEAD ON WOODS ROAD 25 YARDS TO ITS HIGHEST POINT AND THE
 BX3017'STATION ON THE LEFT.
 BX3017'
 BX3017'THE STATION MARK, A STANDARD DISK UNSTAMPED IN 12 INCH ROUND
 BX3017'CONCRETE POST 2 FEET BELOW THE SURFACE, IS IN ABOUT THE CENTER
 BX3017'OF A SMALL TRIANGLE OF PINES ON NORTH EDGE OF KNOLL THAT
 BX3017'IS AT NORTHWEST CORNER OF PASTURE.  THE TRIANGLE HAS WOODS ROAD
 BX3017'ON NORTH EDGE, FARM ROAD ON SOUTHEAST EDGE AND DIM WOODS ROAD
 BX3017'ON WEST EDGE.  THE MARK IS LOCATED 49 FEET NORTHWEST OF THE
 BX3017'CENTER OF FARM ROAD, 47 FEET NORTH OF THE CENTER OF A
 BX3017'DEPRESSION AT SITE OF OLD FEED TROUGH, 29 FEET SOUTH OF FENCE, 21
 BX3017'FEET SOUTH OF CENTER OF WOODS ROAD AND AT THE CENTER OF THREE
 BX3017'FENCE POSTS, THE SOUTH ONE BEING 1.7 FEET FROM THE MARK AND
 BX3017'BEARING A METAL WITNESS SIGN.
 BX3017'
 BX3017'REFERENCE MARK 1, A STANDARD DISK STAMPED FIELD R.M. 1 1919
 BX3017'SET IN A 10 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES,
 BX3017'IS 106 FEET WEST OF THE NORTH GATE POST OF METAL GATE, 15
 BX3017'FEET NORTH OF CENTER OF FARM ROAD, 2 FEET NORTH OF FENCE, AND
 BX3017'1 FOOT SOUTH OF WITNESS SIGN.
 BX3017'
 BX3017'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FIELD R.M. 2
 BX3017'1919 SET IN A 14 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND,
 BX3017'IS 77 FEET SOUTH OF THE CENTER OF WOODS ROAD, 68 FEET
 BX3017'WEST-NORTHWEST OF FARM ROAD, 47 FEET WEST OF THE CENTER OF THE
 BX3017'DEPRESSION, 1 FOOT EAST OF WITNESS POST AND AT THE EDGE OF
 BX3017'WOODS.
 BX3017'
 BX3017'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FIELD R.M. 3
 BX3017'1919 SET IN 14 INCH SQUARE CONCRETE POST AND FLUSH WITH THE
 BX3017'GROUND, IS IN BRUSHY WOODS, 63 FEET NORTH OF CENTER OF WOODS
 BX3017'ROAD, 54 FEET NORTH OF FENCE AND 28 FEET SOUTH OF OLD WOODS
 BX3017'ROAD.  A WITNESS SIGN WAS SET NEAR THE MARK.
 BX3017'
 BX3017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES
 BX3017'SOUTH OF MANSFIELD.
 BX3017
 BX3017                          STATION RECOVERY (1983)
 BX3017
 BX3017'RECOVERY NOTE BY AMOCO OIL COMPANY 1983 (WJD)
 BX3017'FIELD RECOVERED GOOD - R.M. NO. 1 WAS FOUND IN GOOD COND.
 BX3017'
 BX3017'R.M. NO. 2 WAS NOT FOUND BUT REACHED FOR.
 BX3017'
 BX3017'R.M. NO. 3 WAS FOUND IN GOOD COND.
 BX3017'
 BX3017'DISTANCE AND DIRECTION FROM NEAREST TOWN--MANSFIELD - 2-1/2 MI S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3131 ***********************************************************************
 CP3131  DESIGNATION -  FILES
 CP3131  PID         -  CP3131
 CP3131  STATE/COUNTY-  LA/MOREHOUSE
 CP3131  USGS QUAD   -  COLLINSTON EAST (1982)
 CP3131
 CP3131                         *CURRENT SURVEY CONTROL
 CP3131  ___________________________________________________________________
 CP3131* NAD 83(1992)-  32 37 33.46080(N)    091 49 54.55113(W)     ADJUSTED  
 CP3131* NAVD 88     -        21.11   (+/-2cm)      69.3    (feet)  VERTCON   
 CP3131  ___________________________________________________________________
 CP3131  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CP3131  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3131
 CP3131  HORZ ORDER  -  SECOND
 CP3131  VERT ORDER  -  THIRD ? (See Below)
 CP3131
 CP3131.The horizontal coordinates were established by classical geodetic methods
 CP3131.and adjusted by the National Geodetic Survey in January 1993..
 CP3131
 CP3131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3131.The vertical order pertains to the NGVD 29 superseded value.
 CP3131
 CP3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3131
 CP3131.The geoid height was determined by GEOID03.
 CP3131
 CP3131;                    North         East     Units Scale Factor Converg.
 CP3131;SPC LA N     -   235,916.103 1,062,704.773   MT  0.99999097   +0 21 11.8
 CP3131;SPC LA N     -   774,001.41  3,486,557.24   sFT  0.99999097   +0 21 11.8
 CP3131;UTM  15      - 3,610,424.600   609,587.859   MT  0.99974809   +0 37 47.6
 CP3131
 CP3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3131!SPC LA N     -   1.00000075  x   0.99999097  =   0.99999172
 CP3131!UTM  15      -   1.00000075  x   0.99974809  =   0.99974884
 CP3131
 CP3131|---------------------------------------------------------------------|
 CP3131| PID    Reference Object                     Distance      Geod. Az  |
 CP3131|                                                           dddmmss.s |
 CP3131| CY3554 FILES RM 1                           12.870 METERS 05024     |
 CP3131| CS7263 FILES RM 6                           70.195 METERS 05953     |
 CP3131| CY3557 FILES RM 4                           65.215 METERS 06824     |
 CP3131| CP3136 OAK RIDGE LA PWR AND LT KYL 86      APPROX. 7.1 KM 1454613.6 |
 CP3131| CP3132 FILES LADH A PT 1970                  8.760 METERS 21840     |
 CP3131| CY3553 FILES AZ MK                                        2753655.6 |
 CP3131| CP3400 FILES AZ MK 2                       427.772 METERS 2770207.2 |
 CP3131| CY3555 FILES RM 2                           17.398 METERS 29655     |
 CP3131| CY3556 FILES RM 3                           37.259 METERS 31516     |
 CP3131| CS7262 FILES RM 5                           45.543 METERS 32557     |
 CP3131|---------------------------------------------------------------------|
 CP3131
 CP3131                          SUPERSEDED SURVEY CONTROL
 CP3131
 CP3131  NAD 83(1986)-  32 37 33.47305(N)    091 49 54.54393(W) AD(       ) 2
 CP3131  NAD 27      -  32 37 32.97315(N)    091 49 54.08852(W) AD(       ) 2
 CP3131  NGVD 29 (07/19/86)   21.16   (m)           69.4    (f) LEVELING    3  
 CP3131
 CP3131.Superseded values are not recommended for survey control.
 CP3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3131.See file dsdata.txt to determine how the superseded data were derived.
 CP3131
 CP3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0958810425(NAD 83)
 CP3131_MARKER: DD = SURVEY DISK
 CP3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3131_MARK LOGO: LADTD 
 CP3131_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3131+STABILITY: SURFACE MOTION
 CP3131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3131+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1983
 CP3131
 CP3131  HISTORY     - Date     Condition        Report By
 CP3131  HISTORY     - 1970     MONUMENTED       LADTD
 CP3131  HISTORY     - 1977     GOOD             NGS
 CP3131  HISTORY     - 1977     GOOD             NGS
 CP3131  HISTORY     - 1978     GOOD             NGS
 CP3131  HISTORY     - 19830426 GOOD             NGS
 CP3131
 CP3131                          STATION DESCRIPTION
 CP3131
 CP3131'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3131'THE STATION IS LOCATED 3 MILES WEST OF OAK RIDGE, 10 MILES
 CP3131'SOUTH OF MER ROUGE AND 9 MILES NORTH OF START, IN THE NORTHWEST
 CP3131'QUARTER OF SECTION 23, T19N, R6E, AND ON THE PROPERTY OWNED BY
 CP3131'MR. G. W. FILES, P. O. BOX 182, OAK RIDGE, LOUISIANA, TELEPHONE
 CP3131'244-6896.
 CP3131'
 CP3131'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE
 CP3131'HIGHWAY 134 IN OAK RIDGE, DRIVE SOUTH AND WEST ALONG STATE
 CP3131'HIGHWAY 134 FOR 3 MILES TO THE STATION WHICH IS SET ON THE LEFT
 CP3131'AND SOUTH OF THE HIGHWAY NEAR AN OLD BARN.
 CP3131'
 CP3131'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG
 CP3131'STATE HIGHWAY 134 FOR 0.6 MILE TO THE MARK WHICH IS SET ON THE
 CP3131'RIGHT AND NORTH OF THE HIGHWAY BETWEEN TWO POWER POLES.
 CP3131'
 CP3131'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3131'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3131'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP3131'WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP
 CP3131'OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 CP3131'GROUND SURFACE.  THEY ARE STAMPED FILES 1970.  IT IS 76 FEET
 CP3131'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE, 59 FEET
 CP3131'SOUTH OF THE CENTER OF STATE HIGHWAY 134, 52 FEET SOUTHWEST OF
 CP3131'THE WEST END OF A SIDE DRAIN, 43.5 FEET SOUTHWEST OF A
 CP3131'METAL WITNESS POST AND SIGN, AND 26 FEET NORTH-NORTHWEST OF THE
 CP3131'NORTHWEST CORNER OF A FENCE AROUND A GARDEN PLOT.
 CP3131'
 CP3131'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3131'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3131'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3131'GROUND.  IT IS STAMPED FILES R.M. 1 1970.  IT IS 50 FEET
 CP3131'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A GARDEN FENCE, 44
 CP3131'FEET WEST OF THE NORTHWEST CORNER OF A FIELD FENCE, 31 FEET
 CP3131'SOUTH OF THE CENTER OF STATE HIGHWAY 134, 12 FEET SOUTHWEST OF
 CP3131'THE WEST END OF A SIDE DRAIN, AND 2.5 FEET SOUTH OF A
 CP3131'WITNESS POST.
 CP3131'
 CP3131'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3131'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3131'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3131'GROUND.  IT IS STAMPED FILES R.M. 2 1970.  IT IS 87 FEET WEST
 CP3131'OF THE WEST END OF A METAL CULVERT, 77 FEET NORTHWEST OF THE
 CP3131'NORTHWEST CORNER OF A GARDEN FENCE, 71 FEET SOUTHEAST OF A
 CP3131'POWER POLE, AND 34 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 CP3131'134.
 CP3131'
 CP3131'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3131'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3131'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3131'GROUND.  IT IS STAMPED FILES AZ MK 1970.  IT IS 160 FEET WEST OF
 CP3131'A POWER POLE, 159 FEET EAST OF A POWER POLE, 30 FEET NORTH OF
 CP3131'THE CENTER OF STATE HIGHWAY 134, AND 2 FEET WEST OF A METAL
 CP3131'WITNESS POST AND SIGN.
 CP3131'
 CP3131'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3131
 CP3131                          STATION RECOVERY (1977)
 CP3131
 CP3131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 CP3131'THE STATION WAS VISITED 2-17-77 AND THE STATION, REFERENCE MARK
 CP3131'NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 CP3131'MARK NO. 2 WAS FOUND DESTROYED, THE MONUMENT WAS USED TO ESTABLISH
 CP3131'REFERENCE MARK NO. 3.  THE FARM HOUSES IN THE AREA HAVE BEEN TORN
 CP3131'DOWN AND THE AREA IS NOW A PLOWED FIELD.  THE STATION MARK WAS
 CP3131'LOWERED BELOW PLOW DEPTH.  A NEW DESCRIPTION FOLLOWS--
 CP3131'
 CP3131'THE STATION IS LOCATED 3 MILES WEST OF OAK RIDGE, 10 MILES SOUTH OF
 CP3131'MER ROUGE, IN THE NORTHWEST 1/2 OF SECTION 23, T 19N, R 6 E, ON THE
 CP3131'PROPERTY OWNED BY MR. G. W. FILES.  IT IS 59.5 FEET SOUTH OF THE
 CP3131'CENTER OF STATE HIGHWAY 134, 53 FEET SOUTHWEST OF THE WEST END OF
 CP3131'A CULVERT UNDER A FIELD ROAD, 122 FEET NORTHEAST OF A POWER POLE,
 CP3131'AND 20 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED
 CP3131'FILES 1970.
 CP3131'
 CP3131'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY 134
 CP3131'IN OAK RIDGE, GO SOUTH AND WEST ON STATE HIGHWAY 134 FOR 4.0 MILES
 CP3131'TO THE STATION ON THE LEFT.  CONTINUE WEST FOR 0.3 MILE TO THE
 CP3131'AZIMUTH MARK ON THE RIGHT.
 CP3131'
 CP3131'REFERENCE MARK NO. 1 IS 42.23 FEET NORTHEAST OF THE STATION, 31 FEET
 CP3131'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 134 AND 12 FEET SOUTHWEST
 CP3131'OF THE WEST END OF A CULVERT UNDER THE FIELD ROAD.  IT IS STAMPED
 CP3131'FILES RM 1 1970, FLUSH WITH THE GROUND.
 CP3131'
 CP3131'REFERENCE MARK NO. 3 IS 122.22 FEET NORTHWEST OF THE STATION, 25
 CP3131'FEET NORTH OF THE CENTER OF STATE HIGHWAY 134, 1.5 FEET EAST OF A
 CP3131'POWER POLE, 134 FEET WEST OF THE PROJECTED CENTER OF A FIELD ROAD
 CP3131'LEADING SOUTH.  IT IS 0.6 FOOT SOUTH OF A METAL WITNESS POST.  IT
 CP3131'IS STAMPED FILES RM 3 1970 IT IS FLUSH WITH THE GROUND.
 CP3131'
 CP3131'THE AZIMUTH MARK IS 1386.03 FEET WEST OF THE STATION.  IT IS 20 FEET
 CP3131'NORTH OF THE CENTER OF STATE HIGHWAY 134, 160 FEET WEST OF A PWER
 CP3131'POLE, 159 FEET EAST OF A POWER POLE AND 2 FEET WEST OF A METAL
 CP3131'WITNESS POST.  IT IS A USC AND GS AND STATE SURVEY DISK STAMPED
 CP3131'FILES 1970.
 CP3131'
 CP3131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 CP3131'OAK RIDGE.
 CP3131
 CP3131                          STATION RECOVERY (1977)
 CP3131
 CP3131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 CP3131'THE STATION WAS VISITED 11-01-77 AND ALL MARKS WERE FOUND IN
 CP3131'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 CP3131'MOVED AT THIS DATE.  AZIMUTH MARK NO. 3 AND REFERENCE MARK NO. 4
 CP3131'WERE ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 CP3131'
 CP3131'THE STATION IS LOCATED 3 MILES WEST OF OAK RIDGE AND 10 MILES
 CP3131'SOUTH OF MER ROUGE, IN THE NORTHWEST 1/2 OF SEC. 23, T 19N, R 6 E,
 CP3131'ON THE PROPERTY OWNED BY MR. G.W. FILES.  IT IS 59 FEET SOUTH OF
 CP3131'THE CENTER OF THE HIGHWAY, 53 FEET SOUTHWEST OF THE WEST END
 CP3131'ON THE CULVERT UNDER THE FIELD ROAD, 127 FEET NORTHEAST OF A
 CP3131'POWER POLE.  IT IS STAMPED FILES 1970 20 INCHES BELOW THE
 CP3131'SURFACE OF THE GROUND IN A PLOWED FIELD.
 CP3131'
 CP3131'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 CP3131'134 IN OAK RIDGE GO SOUTH AND WEST ON STATE HIGHWAY 134 FOR 4.0
 CP3131'MILES TO THE STATION ON THE LEFT.  CONTINUE WEST FOR 0.25 MILE
 CP3131'TO THE AZIMUTH MARK ON THE RIGHT.
 CP3131'
 CP3131'REFERENCE MARK NO. 3 IS 112.24 FEET NORTHWEST OF THE STATION,
 CP3131'25 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 134, 1.5 FEET
 CP3131'EAST OF A POWER POLE, 134 FEET WEST OF THE PROJECTED CENTER OF
 CP3131'THE FIELD ROAD LEADING SOUTH AND 0.5 FEET SOUTH OF A METAL
 CP3131'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED FILES RM 3
 CP3131'1970 FLUSH WITH THE GROUND.
 CP3131'
 CP3131'REFERENCE MARK NO. 4 IS 213.96 FEET NORTHEAST OF THE STATION,
 CP3131'25 FEET NORTH OF THE CENTER OF STATE HIGHWAY 134, 2 FEET WEST OF
 CP3131'A POWER POLE, 152 FEET EAST OF THE PROJECTED CENTER OF THE FILED
 CP3131'ROAD LEADING SOUTH AND 0.7 FEET EAST OF A METAL WITNESS POST.  IT
 CP3131'IS STAMPED FILES NO. 4 1970
 CP3131'
 CP3131'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 40 FEET NORTH
 CP3131'OF THE CENTER OF THE HIGHWAY 134, 330 FEET EAST OF THE CENTER
 CP3131'OF THE LARGE CULVERT, 100 FEET WEST OF A RIGHT-OF-WAY POST,
 CP3131'300 FEET WAST OF A RIGHT-OF-WAY POST, 1 FOOT WEST OF A METAL
 CP3131'WITNESS POST AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 CP3131'DISK STAMPED FILES AZ MK NO 3 1977 FLUSH WITH THE GROUND.
 CP3131'
 CP3131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3131'3 MILES WEST OF OAK RIDGE.
 CP3131
 CP3131                          STATION RECOVERY (1978)
 CP3131
 CP3131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CP3131'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 AND THE
 CP3131'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 CP3131'NEW AZIMUTH MARK WAS ESTABLISHED IN 1977 AND STAMPED FILES AZ MK
 CP3131'NO 3 1977 WHICH WAS IN ERROR.  THIS DATE THIS AZIMUTH MARK WAS
 CP3131'RESTAMPED AS FOLLOWS--FILES AZ MK NO 2 1977.
 CP3131'
 CP3131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST
 CP3131'OF OAK RIDGE.
 CP3131
 CP3131                          STATION RECOVERY (1983)
 CP3131
 CP3131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RJT)
 CP3131'THE STATION MARK AND AZIMUTH MARK NO 2 WERE RECOVERED AND FOUND TO BE
 CP3131'IN GOOD CONDITION.  REFERENCE MARKS 3 AND 4 WERE REPORTED DESTROYED BY
 CP3131'ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS WERE ESTABLISHED AT THIS
 CP3131'TIME.  THE PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER MARKS.  NOTE
 CP3131'THE 1977 DESCRIPTION STATES THAT AZIMUTH MARK NO 3 WAS ESTABLISHED,
 CP3131'THIS SHOULD BE AZIMUTH MARK NO 2.
 CP3131' 
 CP3131'REFERENCE MARK NO 5 IS A STANDARD LADH DISK STAMPED--FILES 1970 RM 5
 CP3131'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 CP3131'30.4 CM IN DIAMETER FLUSH WITH GROUND LOCATED 62.0 FT (18.89 M) N FROM
 CP3131'THE CENTER OF STATE HIGHWAY 134, 3.0 FT (0.91 M) E FROM A POWER POLE,
 CP3131'AND 1.5 FT (0.45 M) W FROM A METAL WITNESS POST AND SIGN.
 CP3131' 
 CP3131'REFERENCE MARK NO 6 IS A STANDARD LADH DISK STAMPED--FILES 1970 RM 6
 CP3131'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 CP3131'30.4 CM IN DIAMETER FLUSH WITH GROUND LOCATED 63.5 FT (19.35 M) N FROM
 CP3131'THE CENTER OF STATE HIGHWAY 134, 2.0 FT (0.60 M) W FROM A POWER POLE,
 CP3131'AND 1.5 FT (0.45 M) E FROM A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3400 ***********************************************************************
 CP3400  DESIGNATION -  FILES AZ MK 2
 CP3400  PID         -  CP3400
 CP3400  STATE/COUNTY-  LA/MOREHOUSE
 CP3400  USGS QUAD   -  COLLINSTON EAST (1982)
 CP3400
 CP3400                         *CURRENT SURVEY CONTROL
 CP3400  ___________________________________________________________________
 CP3400* NAD 83(1992)-  32 37 35.16134(N)    091 50 10.83739(W)     ADJUSTED  
 CP3400* NAVD 88     -        21.     (meters)      69.     (feet)  VERTCON   
 CP3400  ___________________________________________________________________
 CP3400  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CP3400  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3400
 CP3400  HORZ ORDER  -  THIRD
 CP3400
 CP3400.The horizontal coordinates were established by classical geodetic methods
 CP3400.and adjusted by the National Geodetic Survey in January 1993..
 CP3400.No horizontal observational check was made to the station.
 CP3400
 CP3400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3400
 CP3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3400
 CP3400.The geoid height was determined by GEOID03.
 CP3400
 CP3400;                    North         East     Units Scale Factor Converg.
 CP3400;SPC LA N     -   235,965.878 1,062,279.910   MT  0.99999107   +0 21 03.2
 CP3400;SPC LA N     -   774,164.72  3,485,163.34   sFT  0.99999107   +0 21 03.2
 CP3400;UTM  15      - 3,610,472.311   609,162.865   MT  0.99974694   +0 37 38.8
 CP3400
 CP3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3400!SPC LA N     -   1.00000083  x   0.99999107  =   0.99999190
 CP3400!UTM  15      -   1.00000083  x   0.99974694  =   0.99974777
 CP3400
 CP3400                          SUPERSEDED SURVEY CONTROL
 CP3400
 CP3400  NAD 83(1986)-  32 37 35.17378(N)    091 50 10.83017(W) AD(       ) 3
 CP3400  NGVD 29 (11/02/92)   21.     (m)           69.     (f) VERT ANG       
 CP3400
 CP3400.Superseded values are not recommended for survey control.
 CP3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3400.See file dsdata.txt to determine how the superseded data were derived.
 CP3400
 CP3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0916310472(NAD 83)
 CP3400_MARKER: DZ = AZIMUTH MARK DISK
 CP3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3400_STAMPING: FILES LADH 1970 AZ MK 2
 CP3400_MARK LOGO: LADH  
 CP3400_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3400+STABILITY: SURFACE MOTION
 CP3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3400+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1983
 CP3400
 CP3400  HISTORY     - Date     Condition        Report By
 CP3400  HISTORY     - 1970     MONUMENTED       LADH
 CP3400  HISTORY     - 19830426 GOOD             NGS
 CP3400
 CP3400                          STATION DESCRIPTION
 CP3400
 CP3400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RJT)
 CP3400'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 CP3400'ABOUT 5.23 KM (3.25 MILES) WEST OF OAK RIDGE.
 CP3400' 
 CP3400'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY 134
 CP3400'IN OAK RIDGE GO SOUTH AND WEST ON STATE HIGHWAY 134 FOR 6.84 KM (4.25
 CP3400'MILES) TO THE STATION ON THE RIGHT.
 CP3400' 
 CP3400'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 CP3400'AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 CP3400'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED--FILES
 CP3400'AZ MK NO 2 1977--.  IT IS 12.19 METERS (40.0 FT) NORTH OF THE CENTER
 CP3400'OF STATE HIGHWAY 134, 30.48 METERS (100.0 FT) WEST OF A RIGHT-OF-WAY
 CP3400'POST, 100.58 METERS (330.0 FT) EAST OF THE CENTER OF A LARGE CULVERT,
 CP3400'91.44 METERS (300.0 FT) EAST OF A RIGHT-OF-WAY POST, 0.30 METER (1.0
 CP3400'FT) WEST OF A METAL WITNESS POST, AND 0.30 METER (1.0 FT) EAST OF A
 CP3400'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0698 ***********************************************************************
 AV0698  DESIGNATION -  FILMONT 86
 AV0698  PID         -  AV0698
 AV0698  STATE/COUNTY-  LA/VERMILION
 AV0698  USGS QUAD   -  
 AV0698
 AV0698                         *CURRENT SURVEY CONTROL
 AV0698  ___________________________________________________________________
 AV0698* NAD 83(1992)-  29 13 35.15831(N)    092 25 33.95041(W)     ADJUSTED  
 AV0698* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0698  ___________________________________________________________________
 AV0698  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AV0698  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AV0698
 AV0698  HORZ ORDER  -  SECOND
 AV0698
 AV0698.The horizontal coordinates were established by classical geodetic methods
 AV0698.and adjusted by the National Geodetic Survey in January 1993..
 AV0698
 AV0698.The orthometric height was scaled from a topographic map.
 AV0698
 AV0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0698
 AV0698.The geoid height was determined by GEOID03.
 AV0698
 AV0698;                    North         East     Units Scale Factor Converg.
 AV0698;SPC LA S     -    81,029.995   893,755.025   MT  1.00001639   -0 32 47.0
 AV0698;SPC LA S     -   265,845.91  2,932,261.28   sFT  1.00001639   -0 32 47.0
 AV0698;UTM  15      - 3,233,209.255   555,776.313   MT  0.99963839   +0 16 48.8
 AV0698
 AV0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0698!SPC LA S     -   1.00000389  x   1.00001639  =   1.00002028
 AV0698!UTM  15      -   1.00000389  x   0.99963839  =   0.99964228
 AV0698
 AV0698|---------------------------------------------------------------------|
 AV0698| PID    Reference Object                     Distance      Geod. Az  |
 AV0698|                                                           dddmmss.s |
 AV0698| CV9789 FILMONT 86 RM 1                       4.526 METERS 00810     |
 AV0698| AV0704 SUPERIOR 76 B                       APPROX. 7.8 KM 0273743.0 |
 AV0698| CV9790 FILMONT 86 RM 2                      34.190 METERS 04126     |
 AV0698| CV9788 FILMONT 86 AZ MK                                   1765936.0 |
 AV0698|---------------------------------------------------------------------|
 AV0698
 AV0698                          SUPERSEDED SURVEY CONTROL
 AV0698
 AV0698  NAD 83(1986)-  29 13 35.18198(N)    092 25 33.93323(W) AD(       ) 2
 AV0698
 AV0698.Superseded values are not recommended for survey control.
 AV0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0698.See file dsdata.txt to determine how the superseded data were derived.
 AV0698
 AV0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5577633209(NAD 83)
 AV0698_MARKER: H = DRILL HOLE
 AV0698_SETTING: 0 = UNSPECIFIED SETTING
 AV0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0698
 AV0698  HISTORY     - Date     Condition        Report By
 AV0698  HISTORY     - 1963     MONUMENTED       CGS
 AV0698
 AV0698                          STATION DESCRIPTION
 AV0698
 AV0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0698'STATION IS LOCATED IN THE GULF OF MEXICO ON A GAS WELL PLATFORM
 AV0698'OWNED BY THE FELMONT OIL CORPORATION.  IT IS IN BLOCK 86 OF THE
 AV0698'VERMILLION AREA WHICH IS 24 MILES SOUTHWEST OF MARSH ISLAND AND
 AV0698'ABOUT 10 MILES SOUTH OF THE LOUISIANA COASTLINE.
 AV0698'
 AV0698'STATION MARK IS STAMPED FILMONT 86 1963.  IT IS A DRILL HOLE
 AV0698'SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE AND
 AV0698'LOCATED IN THE THIRD STEEL BEAM COUNTING FROM THE EAST EDGE OF THE
 AV0698'PLATFORM.  IT IS 12.5 FEET SOUTH OF A CATWALK LEADING TO THE
 AV0698'PLATFORM, 7.3 FEET WEST OF EAST EDGE OF PLATFORM AND 4 FEET NORTH
 AV0698'OF SOUTH EDGE OF PLATFORM.
 AV0698'
 AV0698'REFERENCE MARK NUMBER 1 IS STAMPED R.M. 1.  IT IS A DRILL HOLE
 AV0698'SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE WITH A
 AV0698'CHISELED ARROW POINTING TOWARD STATION.  IT IS ON THE MOST WESTERN
 AV0698'I BEAM OF THE SAME PLATFORM AS STATION.  IT IS 5.5 FEET WEST OF
 AV0698'WEST SIDE OF CATWALK AND 1.4 FEET EAST OF WEST EDGE OF PLATFORM.
 AV0698'
 AV0698'REFERENCE MARK NUMBER 2 IS STAMPED R.M. 2.  IT IS A DRILL HOLE
 AV0698'SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE WITH A
 AV0698'CHISELED ARROW POINTING TOWARD STATION.  MARK IS ON WEST PLATFORM
 AV0698'OF THREE IN LINE.  IT IS 5.6 FEET NORTH OF NORTH END OF CATWALK
 AV0698'RUNNING ACROSS THREE PLATFORMS AND 1.2 FEET SOUTH OF NORTH EDGE
 AV0698'OF PLATFORM.
 AV0698'
 AV0698'AZIMUTH MARK IS ON A 4 LEGGED PLATFORM ABOUT 1/4 MILE SOUTHEAST
 AV0698'OF STATION WHICH IS MARKED BY A SIGN (FELMONT OIL CORP. SO-172).
 AV0698'IT IS STAMPED FILMONT 86 1963 AZI.  IT IS A PUNCH HOLE SURROUNDED
 AV0698'BY THREE HOLES IN THE SHAPE OF A TRIANGLE AND SET IN A BEAM WHICH
 AV0698'FORMS THE NORTHEAST SIDE OF THE PLATFORM AND ALSO SUPPORTS A
 AV0698'RAILING.  IT IS 4.5 FEET SOUTHEAST OF NORTHWEST SIDE OF
 AV0698'PLATFORM.
 AV0698'
 AV0698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4604 ***********************************************************************
 BJ4604  DESIGNATION -  FINCH
 BJ4604  PID         -  BJ4604
 BJ4604  STATE/COUNTY-  LA/ST HELENA
 BJ4604  USGS QUAD   -  AMITE (1974)
 BJ4604
 BJ4604                         *CURRENT SURVEY CONTROL
 BJ4604  ___________________________________________________________________
 BJ4604* NAD 83(1992)-  30 43 51.23140(N)    090 34 06.90079(W)     ADJUSTED  
 BJ4604* NAVD 88     -        49.4    (meters)     162.     (feet)  VERTCON   
 BJ4604  ___________________________________________________________________
 BJ4604  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ4604  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4604
 BJ4604  HORZ ORDER  -  SECOND
 BJ4604
 BJ4604.The horizontal coordinates were established by classical geodetic methods
 BJ4604.and adjusted by the National Geodetic Survey in January 1993..
 BJ4604
 BJ4604.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4604
 BJ4604.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4604
 BJ4604.The geoid height was determined by GEOID03.
 BJ4604
 BJ4604;                    North         East     Units Scale Factor Converg.
 BJ4604;SPC LA S     -   247,533.290 1,073,241.105   MT  1.00000672   +0 22 56.6
 BJ4604;SPC LA S     -   812,115.47  3,521,125.19   sFT  1.00000672   +0 22 56.6
 BJ4604;UTM  15      - 3,402,304.363   732,800.642   MT  1.00026860   +1 14 34.9
 BJ4604
 BJ4604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4604!SPC LA S     -   0.99999652  x   1.00000672  =   1.00000324
 BJ4604!UTM  15      -   0.99999652  x   1.00026860  =   1.00026512
 BJ4604
 BJ4604:                Primary Azimuth Mark                     Grid Az
 BJ4604:SPC LA S     -  FINCH AZ MK                              113 52 18.5
 BJ4604:UTM  15      -  FINCH AZ MK                              113 00 40.2
 BJ4604
 BJ4604|---------------------------------------------------------------------|
 BJ4604| PID    Reference Object                     Distance      Geod. Az  |
 BJ4604|                                                           dddmmss.s |
 BJ4604| CW1358 FINCH AZ MK                                        1141515.1 |
 BJ4604| BJ4605 FINCH LDH 1970 RM 1                   9.926 METERS 18154     |
 BJ4604| CW1359 FINCH AZ MK 2                                      2704122.6 |
 BJ4604| CW1360 FINCH RM 2                           10.479 METERS 35902     |
 BJ4604|---------------------------------------------------------------------|
 BJ4604
 BJ4604                          SUPERSEDED SURVEY CONTROL
 BJ4604
 BJ4604  NAD 83(1986)-  30 43 51.24602(N)    090 34 06.89860(W) AD(       ) 2
 BJ4604  NAD 27      -  30 43 50.58026(N)    090 34 06.55974(W) AD(       ) 2
 BJ4604  NGVD 29 (07/19/86)   49.4    (m)          162.     (f) VERT ANG       
 BJ4604
 BJ4604.Superseded values are not recommended for survey control.
 BJ4604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4604.See file dsdata.txt to determine how the superseded data were derived.
 BJ4604
 BJ4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3280102304(NAD 83)
 BJ4604_MARKER: DD = SURVEY DISK
 BJ4604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4604
 BJ4604  HISTORY     - Date     Condition        Report By
 BJ4604  HISTORY     - 1970     MONUMENTED       LADH
 BJ4604
 BJ4604                          STATION DESCRIPTION
 BJ4604
 BJ4604'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4604'THE STATION IS LOCATED 3.5 MILES WEST-NORTHWEST OF AMITE AND 5.5
 BJ4604'MILES NORTHEAST OF MONTPELIER IN THE NORTHWEST QUARTER OF SECTION 2,
 BJ4604'T4S, R6E AND ON PROPERTY OWNED BY MR. W. L. FINCH.
 BJ4604'
 BJ4604'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT IN AMITE,
 BJ4604'DRIVE WEST ALONG STATE HIGHWAY 16 FOR 2 MILES TO THE INTERSECTION
 BJ4604'WITH STATE HIGHWAY 1046, THEN DRIVE NORTHWEST ALONG STATE HIGHWAY
 BJ4604'1046 FOR 0.2 MILE TO THE INTERSECTION WITH STATE HIGHWAY 1045, DRIVE
 BJ4604'WEST ALONG STATE HIGHWAY 1045 FOR 1.5 MILES TO THE STATION WHICH IS
 BJ4604'SET ON THE RIGHT AND NORTH OF THE HIGHWAY APPROXIMATELY 1,000 FEET
 BJ4604'WEST OF THE TANGIPAHOA - ST. HELENA PARISH LINE.
 BJ4604'
 BJ4604'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST ALONG
 BJ4604'STATE HIGHWAY 1045, FOR 0.1 MILE TO THE MARK WHICH IS SET TO THE
 BJ4604'RIGHT AND SOUTH OF THE HIGHWAY NEAR A FENCE.
 BJ4604'
 BJ4604'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE WEST ALONG STATE
 BJ4604'HIGHWAY 1045 FOR 0.2 MILE TO THE MARK WHICH IS SET TO THE RIGHT AND
 BJ4604'NORTH OF THE HIGHWAY NEAR A FENCE.
 BJ4604'
 BJ4604'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4604'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4604'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4604'FINCH 1970.  IT IS 196 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 BJ4604'1045, 77 FEET NORTH OF A POWER POLE, 20 FEET WEST OF A FENCE
 BJ4604'LEADING NORTH ALONG A LANE, 9 FEET WEST OF THE CENTER OF A ROAD, 3
 BJ4604'FEET EAST OF A FENCE ON THE WEST SIDE OF A LANE LEADING NORTH, AND
 BJ4604'2 FEET EAST OF A METAL WITNESS POST.
 BJ4604'
 BJ4604'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4604'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4604'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS STAMPED
 BJ4604'FINCH RM 1 1970.  IT IS 163 FEET NORTH OF THE CENTER OF STATE
 BJ4604'HIGHWAY 1045, 44 FEET NORTH OF A POWER POLE, 33 FEET SOUTH OF THE
 BJ4604'METAL WITNESS POST AT THE STATION, 22 FEET WEST OF THE FENCE ON THE
 BJ4604'EAST SIDE OF A LANE LEADING NORTH 10 FEET WEST OF THE CENTER OF
 BJ4604'A LANE LEADING NORTH, 5 FEET EAST OF A FENCE LEADING NORTH.
 BJ4604'
 BJ4604'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4604'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4604'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4604'FINCH RM 2 1970.  IT IS 230 FEET NORTH OF THE CENTER OF STATE
 BJ4604'HIGHWAY 1045, 111 FEET NORTH OF A POWER POLE, 35 FEET NORTH OF THE
 BJ4604'METAL WITNESS POST AT THE STATION, 19 FEET WEST OF A FENCE ON THE
 BJ4604'EAST SIDE OF A LANE LEADING NORTH, 8 FEET WEST OF THE CENTER
 BJ4604'OF A LANE LEADING NORTH, AND 3 FEET EAST OF A FENCE LEADING NORTH
 BJ4604'ALONG A LANE.
 BJ4604'
 BJ4604'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4604'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4604'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS STAMPED
 BJ4604'FINCH AZ MK 1970.  IT IS 81 FEET WEST OF THE CENTER OF A LANE
 BJ4604'LEADING TO A HOUSE, 47 FEET EAST OF A HIGHWAY RIGHT OF WAY MARKER,
 BJ4604'39 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 1045, 2 FEET NORTH OF
 BJ4604'A FENCE, AND 2 FEET NORTH OF A METAL WITNESS POST.
 BJ4604'
 BJ4604'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4604'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4604'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4604'FINCH AZ MK 2 1970.  IT IS 41 FEET NORTH OF THE CENTER OF STATE
 BJ4604'HIGHWAY 1045, 26 FEET EAST OF A HIGHWAY RIGHT OF WAY MARKER, 13
 BJ4604'FEET EAST OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTH OF A FENCE, AND
 BJ4604'2 FEET SOUTH OF A METAL WITNESS POST.
 BJ4604'
 BJ4604'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3008 ***********************************************************************
 AU3008  DESIGNATION -  FINIS 1934
 AU3008  PID         -  AU3008
 AU3008  STATE/COUNTY-  LA/LAFOURCHE
 AU3008  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU3008
 AU3008                         *CURRENT SURVEY CONTROL
 AU3008  ___________________________________________________________________
 AU3008* NAD 83(1992)-  29 28 38.32463(N)    090 15 22.00288(W)     ADJUSTED  
 AU3008* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3008  **This station is located in a subsidence area (see below).
 AU3008  ___________________________________________________________________
 AU3008  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AU3008  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AU3008
 AU3008  HORZ ORDER  -  THIRD
 AU3008
 AU3008.The horizontal coordinates were established by classical geodetic methods
 AU3008.and adjusted by the National Geodetic Survey in January 1993..
 AU3008
 AU3008 ** The orthometric height has not been validated since last determined
 AU3008 ** by differential leveling and should not be used for control purposes.
 AU3008 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3008 ** area with valid NAVD 88 orthometric heights.
 AU3008 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3008 ** epoch indicated which incorporates improved geoid heights for the
 AU3008 ** Southern Louisiana Subsidence area.
 AU3008 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3008.The orthometric height was scaled from a topographic map.
 AU3008
 AU3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3008
 AU3008.The geoid height was determined by GEOID03.
 AU3008
 AU3008;                    North         East     Units Scale Factor Converg.
 AU3008;SPC LA S     -   108,822.073 1,104,472.469   MT  0.99996720   +0 32 19.0
 AU3008;SPC LA S     -   357,027.08  3,623,590.09   sFT  0.99996720   +0 32 19.0
 AU3008;UTM  15      - 3,264,006.202   766,070.298   MT  1.00047361   +1 21 03.6
 AU3008
 AU3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3008!SPC LA S     -   1.00000390  x   0.99996720  =   0.99997110
 AU3008!UTM  15      -   1.00000390  x   1.00047361  =   1.00047751
 AU3008
 AU3008                          SUPERSEDED SURVEY CONTROL
 AU3008
 AU3008  NAD 83(1986)-  29 28 38.34122(N)    090 15 22.00927(W) AD(       ) 3
 AU3008  NAD 27      -  29 28 37.55400(N)    090 15 21.73100(W) AD(       ) 3
 AU3008
 AU3008.Superseded values are not recommended for survey control.
 AU3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3008.See file dsdata.txt to determine how the superseded data were derived.
 AU3008
 AU3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6607064006(NAD 83)
 AU3008_MARKER: DS = TRIANGULATION STATION DISK
 AU3008_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3008_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3008
 AU3008  HISTORY     - Date     Condition        Report By
 AU3008  HISTORY     - 1934     MONUMENTED       CGS
 AU3008  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3008  HISTORY     - 1964     MARK NOT FOUND   USGS
 AU3008
 AU3008                          STATION DESCRIPTION
 AU3008
 AU3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3008'STATION IS LOCATED ON THE EXTREME E END OF THE CANAL, KNOWN
 AU3008'LOCALLY AS PITTS OR ALLEN CANAL, LOCATED ON THE S BANK, 8
 AU3008'METERS INSHORE, IN SOLID GROUND DIRECTLY OPPOSITE AN OIL
 AU3008'DERRICK.
 AU3008'
 AU3008'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT
 AU3008'THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF
 AU3008'CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 AU3008'THE MARSH.
 AU3008'
 AU3008'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE
 AU3008'CONCRETE MONUMENTS.
 AU3008'
 AU3008'REFERENCE MARK NO. 1 IS TO THE NW, 11.28 METERS FROM THE STATION
 AU3008'N 44 DEG W (MAGNETIC).
 AU3008'
 AU3008'REFERENCE MARK NO. 2 IS TO THE ENE ACROSS A SLOUGH, 20.71 METERS
 AU3008'FROM STATION N 65 DEG E (MAGNETIC).
 AU3008'
 AU3008'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 AU3008'27.15 METERS.  BOTH MARKS ARE ON SOLID GROUND.
 AU3008'
 AU3008'STATION IS REACHED VIA BAYOU LAFOURCHE AND PITTS CANAL.  ABOUT
 AU3008'2-1/2 FEET DRAFT MAY BE CARRIED TO THE STATION, BUT THE
 AU3008'VERTICAL CLEARANCE IS CONTROLLED BY A FIXED BRIDGE AT BAYOU
 AU3008'LAFOURCHE WHICH LIMITS THE USE OF THE CANAL TO SPEED BOATS.
 AU3008
 AU3008                          STATION RECOVERY (1952)
 AU3008
 AU3008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3008'STATION IS LOST.  IT WAS PROBABLY DESTROYED THROUGH WIDENING OF
 AU3008'THE CANAL.
 AU3008
 AU3008                          STATION RECOVERY (1964)
 AU3008
 AU3008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (WKM)
 AU3008'STATION IS NO LONGER AT LOCATION.  BANK OF CANAL WASHED AWAY
 AU3008'AND MARK FELL INTO THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1784 ***********************************************************************
 BH1784  DESIGNATION -  FIRE
 BH1784  PID         -  BH1784
 BH1784  STATE/COUNTY-  LA/WASHINGTON
 BH1784  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1784
 BH1784                         *CURRENT SURVEY CONTROL
 BH1784  ___________________________________________________________________
 BH1784* NAD 83(1986)-  30 49 37.     (N)    089 55 17.     (W)     SCALED    
 BH1784* NAVD 88     -        82.556  (meters)     270.85   (feet)  ADJUSTED  
 BH1784  ___________________________________________________________________
 BH1784  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1784  DYNAMIC HT  -          82.448 (meters)     270.50  (feet)  COMP
 BH1784  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BH1784
 BH1784  VERT ORDER  -  SECOND    CLASS I
 BH1784
 BH1784.The horizontal coordinates were scaled from a topographic map and have
 BH1784.an estimated accuracy of +/- 6 seconds.
 BH1784
 BH1784.The orthometric height was determined by differential leveling
 BH1784.and adjusted by the National Geodetic Survey in February 1994..
 BH1784
 BH1784.The geoid height was determined by GEOID03.
 BH1784
 BH1784.The dynamic height is computed by dividing the NAVD 88
 BH1784.geopotential number by the normal gravity value computed on the
 BH1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1784.degrees latitude (g = 980.6199 gals.).
 BH1784
 BH1784.The modeled gravity was interpolated from observed gravity values.
 BH1784
 BH1784;                    North         East    Units  Estimated Accuracy
 BH1784;SPC LA S     -   258,770.    1,135,090.      MT  (+/- 180 meters Scaled)
 BH1784
 BH1784                          SUPERSEDED SURVEY CONTROL
 BH1784
 BH1784.No superseded survey control is available for this station.
 BH1784
 BH1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV205140(NAD 83)
 BH1784_MARKER: DS = TRIANGULATION STATION DISK
 BH1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1784_SP_SET: CONCRETE POST
 BH1784_STAMPING: FIRE 1935
 BH1784_MARK LOGO: CGS   
 BH1784_PROJECTION: PROJECTING 10 CENTIMETERS
 BH1784_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1784+STABILITY: SURFACE MOTION
 BH1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1784+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1984
 BH1784
 BH1784  HISTORY     - Date     Condition        Report By
 BH1784  HISTORY     - 1935     MONUMENTED       CGS
 BH1784  HISTORY     - 1984     GOOD             LADTD
 BH1784  HISTORY     - 19840424 GOOD             NGS
 BH1784
 BH1784                          STATION DESCRIPTION
 BH1784
 BH1784'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1784'8.7 KM (5.4 MI) NW FROM BOGALUSA.
 BH1784'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1784'TO THE JUNCTION WITH ORECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1784'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1784'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1784'FOR 7.4 KM (4.6 MI) TO THE STATION MARK ON THE LEFT ON THE HIGHEST
 BH1784'PART OF A RIDGE, 32.9 METERS (108 FT) SOUTH OF THE CENTER OF HIGHWAY
 BH1784'10, 23.8 METERS (78 FT) EAST OF A CONCRETE FOUNDATION OF A FORMER
 BH1784'LOOKOUT TOWER, AND 16.2 METERS (53 FT) SOUTH OF A RIGHT-OF-WAY MARKER.
 BH1784'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1784'THE MARK IS 1.22 M ABOVE HIGHWAY 10.
 BH1784
 BH1784                          STATION RECOVERY (1984)
 BH1784
 BH1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 BH1784'THE SURFACE STATION MARK WAS FOUND IN GOOD CONDITION, REFERENCE MARK
 BH1784'NO 1 AND NO 2 WERE FOUND DESTROYED, THE AZIMUTH MARK WAS SEARCHED FOR
 BH1784'AND IS BELIEVED TO BE DESTROYED DUE TO PREVIOUS ROAD CONSTRUCTION.
 BH1784'THIS DATE REFERENCE MARKS NO 3 AND NO 4 AND A NEW AZIMUTH MARK WERE
 BH1784'ESTABLISHED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 BH1784' 
 BH1784'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHWEST OF BOGALUSA,
 BH1784'ABOUT 11.3 KM (7 MI) SOUTHWEST OF VARNADO, IN THE SOUTHWEST CORNER OF
 BH1784'SECTION 4, T3S, R13E. OWNERSHIP- GAYLORD CONTAINER CORP OF BOGALUSA.
 BH1784' 
 BH1784'TO REACH THE STATION FROM THE POST OFFICE IN BOGALUSA, GO NORTH ON
 BH1784'STATE HIGHWAY 10 (SUPERIOR AVENUE) FOR 1.4 KM (0.9 MI) TO A
 BH1784'T-JUNCTION, TURN RIGHT AND GO NORTH NORTHWEST ON STATE HIGHWAY 10 FOR
 BH1784'5.9 KM (3.7 MI) TO THE TOP OF A HILL AND A GRAVEL ROAD LEFT, TURN LEFT
 BH1784'AND THE STATION IS ABOUT 91.4 METERS (300 FT) EAST OF THE GRAVEL ROAD
 BH1784'GOING INTO A LANDFILL.
 BH1784' 
 BH1784'THE STATION IS A STANDARD NGS DISK STAMPED--FIRE 1935--, SET INTO THE
 BH1784'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30.5 CM IN DIAMETER
 BH1784'PROJECTING 2 INCHES OR 5.1 CM ABOVE THE GROUND LOCATED 109 FT (33.2 M)
 BH1784'SSW FROM THE CENTER OF HIGHWAY 10, 52.5 FT (16.0 M) SSW FROM A
 BH1784'COMBINATION NET AND BARBED WIRE FENCE, 85 FT (25.9 M) SW FROM THE
 BH1784'SOUTH END OF A 20-INCH CONCRETE CULVERT, 287 FT (87.5 M) ESE FROM A
 BH1784'GRAVEL ROAD LEADING INTO A LANDFILL, AND 1 FT (0.3 M) SSW FROM A METAL
 BH1784'WITNESS POST WITH SIGN ATTACHED.
 BH1784' 
 BH1784'THE UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 BH1784' 
 BH1784'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--FIRE 1935 NO 3
 BH1784'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BH1784'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 56 FT (17.1 M) SSW FROM
 BH1784'THE CENTER OF HIGHWAY 10, 24 FT (7.3 M) WSW FROM THE SOUTH END OF A
 BH1784'20-INCH CONCRETE CULVERT, 2 FT (0.6 M) NE FROM A COMBINATION NET AND
 BH1784'BARBED WIRE FENCE, AND 1.5 FT (0.5 M) NE FROM A METAL WITNESS POST
 BH1784'WITH SIGN ATTACHED.
 BH1784' 
 BH1784'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--FIRE 1935 NO 4
 BH1784'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BH1784'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 52 FT (15.8 M) SSW FROM
 BH1784'THE CENTER OF HIGHWAY 10, 89 FT (27.1 M) W FROM THE SOUTH END OF A
 BH1784'20-INCH CONCRETE CULVERT, 1.5 FT (0.5 M) NNE FROM A COMBINATION NET
 BH1784'AND BARBED WIRE FENCE, AND 1 FT (0.3 M) NNE FROM A METAL WITNESS POST
 BH1784'WITH SIGN ATTACHED.
 BH1784' 
 BH1784'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--FIRE 1935 NO 2
 BH1784'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BH1784'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 48 FT (14.6 M) ESE FROM
 BH1784'A POWER POLE, 105 FT (32.0 M) NNE FROM THE CENTER OF HIGHWAY 10, 113
 BH1784'FT (34.4 M) W FROM A LDH RIGHT-OF-WAY MARKER, AND 115 FT (35.1 M) E
 BH1784'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BH1784' 
 BH1784'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG STATE
 BH1784'HIGHWAY 10 FOR 0.36 KM (0.22 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2969 ***********************************************************************
 BH2969  DESIGNATION -  FIRE
 BH2969  PID         -  BH2969
 BH2969  STATE/COUNTY-  LA/WASHINGTON
 BH2969  USGS QUAD   -  BOGALUSA WEST (1982)
 BH2969
 BH2969                         *CURRENT SURVEY CONTROL
 BH2969  ___________________________________________________________________
 BH2969* NAD 83(1992)-  30 49 36.73497(N)    089 55 17.41479(W)     ADJUSTED  
 BH2969* NAVD 88     -        82.49   (+/-2cm)     270.6    (feet)  VERTCON   
 BH2969  ___________________________________________________________________
 BH2969  X           -       7,510.264 (meters)                     COMP
 BH2969  Y           -  -5,481,894.106 (meters)                     COMP
 BH2969  Z           -   3,249,453.816 (meters)                     COMP
 BH2969  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BH2969  ELLIP HEIGHT-          54.82  (meters)          (01/02/04) GPS OBS
 BH2969  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH2969
 BH2969  HORZ ORDER  -  FIRST
 BH2969  VERT ORDER  -  THIRD ? (See Below)
 BH2969  ELLP ORDER  -  FOURTH    CLASS I
 BH2969
 BH2969.The horizontal coordinates were established by classical geodetic methods
 BH2969.and adjusted by the National Geodetic Survey in May 1994..
 BH2969
 BH2969.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2969.The vertical order pertains to the NGVD 29 superseded value.
 BH2969
 BH2969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2969
 BH2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2969
 BH2969.The ellipsoidal height was determined by GPS observations
 BH2969.and is referenced to NAD 83.
 BH2969
 BH2969.The geoid height was determined by GEOID03.
 BH2969
 BH2969;                    North         East     Units Scale Factor Converg.
 BH2969;SPC LA S     -   258,761.369 1,135,079.254   MT  1.00002944   +0 42 21.4
 BH2969;SPC LA S     -   848,952.92  3,724,005.85   sFT  1.00002944   +0 42 21.4
 BH2969;UTM  16      - 3,414,068.255   220,534.982   MT  1.00056354   -1 29 53.1
 BH2969;UTM  15      - 3,414,471.752   794,489.260   MT  1.00066994   +1 34 43.3
 BH2969
 BH2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2969!SPC LA S     -   0.99999139  x   1.00002944  =   1.00002083
 BH2969!UTM  16      -   0.99999139  x   1.00056354  =   1.00055493
 BH2969!UTM  15      -   0.99999139  x   1.00066994  =   1.00066133
 BH2969
 BH2969|---------------------------------------------------------------------|
 BH2969| PID    Reference Object                     Distance      Geod. Az  |
 BH2969|                                                           dddmmss.s |
 BH2969| BH1783 FIRE RM 3                            18.863 METERS 05155     |
 BH2969| DD7934 FIRE RM 1                            28.372 METERS 11211     |
 BH2969| BH2967 BOGALUSA PAPER CO CHIMNEY           APPROX. 8.1 KM 1314231.8 |
 BH2969| BH2960 BOGALUSA CABLE TV MAST              APPROX. 9.1 KM 1772100.5 |
 BH2969| DD7935 FIRE RM 2                            35.476 METERS 23421     |
 BH2969| DD7933 FIRE AZ MK                                         2935742.6 |
 BH2969| BH1786 FIRE AZ MK 2                        358.980 METERS 29434     |
 BH2969| BH2972 SHERIDAN LOT                        APPROX. 6.1 KM 3045231.5 |
 BH2969| BH1785 FIRE RM 4                            22.705 METERS 33907     |
 BH2969|---------------------------------------------------------------------|
 BH2969
 BH2969                          SUPERSEDED SURVEY CONTROL
 BH2969
 BH2969  ELLIP H (05/13/94)   54.84   (m)                       GP(       ) 4 1
 BH2969  NAD 83(1992)-  30 49 36.73498(N)    089 55 17.41465(W) AD(       ) 1
 BH2969  ELLIP H (01/21/93)   54.84   (m)                       GP(       ) 4 2
 BH2969  NAD 83(1986)-  30 49 36.75017(N)    089 55 17.41176(W) AD(       ) 1
 BH2969  NAD 27      -  30 49 36.08056(N)    089 55 17.13230(W) AD(       ) 3
 BH2969  NGVD 29 (11/20/87)   82.57   (m)          270.9    (f) LEVELING    3  
 BH2969
 BH2969.Superseded values are not recommended for survey control.
 BH2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2969.See file dsdata.txt to determine how the superseded data were derived.
 BH2969
 BH2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2053514068(NAD 83)
 BH2969_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2969_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2969+STABILITY: SURFACE MOTION
 BH2969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2969+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BH2969
 BH2969  HISTORY     - Date     Condition        Report By
 BH2969  HISTORY     - 1935     MONUMENTED       CGS
 BH2969  HISTORY     - 1955     GOOD             CGS
 BH2969  HISTORY     - 1970     GOOD             NGS
 BH2969  HISTORY     - 1972     GOOD             NGS
 BH2969  HISTORY     - 1987     GOOD             NGS
 BH2969
 BH2969                          STATION DESCRIPTION
 BH2969
 BH2969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2969'ABOUT FOUR AND ONE-HALF MILES NORTHWEST OF BOGALUSA, ABOUT 7 MILES
 BH2969'SOUTHWEST OF VARNADO, IN THE SOUTHWEST CORNER OF SEC.  , T. 2 S., R.
 BH2969'13 E., ON PROPERTY THAT APPEARS TO BE OWNED BY THE GREAT SOUTHERN
 BH2969'LUMBER COMPANY, 130 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 BH2969'35, AT THE SITE OF A FORMER FIRE TOWER, 77.8 FEET EAST-SOUTHEAST
 BH2969'OF THE NORTHEAST FOOTING OF THIS TOWER, AND 90 FEET SOUTH OF A
 BH2969'RIGHT-OF- WAY FENCE.
 BH2969'
 BH2969'TO REACH FROM THE RAILROAD STATION IN BOGALUSA, GO OUT ON STATE
 BH2969'HIGHWAY 35 IN A NORTHWESTERLY DIRECTION FOR 5.1 MILES TO THE HIGH
 BH2969'POINT OF RIDGE AND THE STATION.
 BH2969'
 BH2969'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BH2969'BRONZE DISKS SET IN CONCRETE.
 BH2969'
 BH2969'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN WOODS AND 60 FEET
 BH2969'SOUTH OF A RIGHT-OF-WAY FENCE.
 BH2969'
 BH2969'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION AND 60 FEET SOUTH
 BH2969'OF CONCRETE FOOTING OF THE FORMER FIRE TOWER.
 BH2969'
 BH2969'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF STATION ON A CURVE OF
 BH2969'STATE HIGHWAY 35 AND 30 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY
 BH2969'35, 10 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE.
 BH2969'
 BH2969'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 BH2969'
 BH2969'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2969
 BH2969                          STATION RECOVERY (1955)
 BH2969
 BH2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2969'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BH2969'THE AZIMUTH MARK IS SW OF THE CENTER OF THE ROAD NOT NW AS STATED.
 BH2969'THE STATION IS IN SECTION 4, T 3 S, R 13 E, NOT T 2 E AS STATED. A
 BH2969'NEW DESCRIPTION FOLLOWS--
 BH2969'
 BH2969'THE STATION IS LOCATED 4.5 MI NW OF BOGALUSA, ABOUT 7 MI. SW OF
 BH2969'VARNADO, IN THE SW CORNER OF SECTION 4, T 3 S, R 13 E, ON LAND OWNED
 BH2969'BY THE GAYLORD CONTAINER CORP. OF BOGALUSA, AND ABOUT 0.5 MI. E OF
 BH2969'THE HIGHEST PART OF THE RIDGE. IT IS 108 FT. S OF THE CENTERLINE
 BH2969'OF STATE HIGHWAY 35, 70 FT. S OF THE S RIGHT-OF-WAY FENCE LINE,
 BH2969'78 FT. E OF THE CONCRETE FOUNDATION OF THE NE LEG OF A FORMER
 BH2969'LOOKOUT TOWER, AND 15 FT. S OF THE CENTERLINE OF A WOODS
 BH2969'ROAD.  IT IS A STANDARD DISK, STAMPED FIRE 1935 AND PROJECTING 4 IN.
 BH2969'
 BH2969'REFERENCE MARK 1 IS 93.15 FT. E OF THE STATION, IN A WYE FORMED BY
 BH2969'DIM WOODS ROADS, 31 FT. E OF THE CENTER OF A WOODS ROAD, 31 FT. S OF
 BH2969'THE CENTER OF A DIM WOODS ROAD, AND 68 FT. S OF THE S RIGHT-OF-WAY
 BH2969'FENCE LINE. IT IS A STANDARD DISK, STAMPED FIRE NO 1 1935 AND
 BH2969'PROJECTING 8 IN.
 BH2969'
 BH2969'REFERENCE MARK 2 IS 116.37 FT. SW OF THE STATION, 86 FT. S OF THE
 BH2969'NE FOOTING OF THE FIRE TOWER, AND 157 FT. S OF THE FENCE LINE. IT IS
 BH2969'A STANDARD DISK, STAMPED FIRE NO 2 1935 AND PROJECTING 6 IN.
 BH2969'
 BH2969'THE AZIMUTH MARK IS 0.3 MI. NW OF THE STATION, ON THE OUTSIDE OF THE
 BH2969'FIRST CURVE NW OF THE STATION, 10 FT. NE OF A FENCE LINE, 33 FT. SW
 BH2969'OF THE CENTERLINE OF STATE HIGHWAY 35, AND MIDWAY BETWEEN AND ON
 BH2969'THE OPPOSITE SIDE OF THE ROAD FROM POWER POLES N 179 AND N 178. IT
 BH2969'IS A STANDARD REFERENCE-MARK DISK, STAMPED FIRE AZI 1935
 BH2969'PROJECTING 6 IN., AND ABOUT 3.5 FT. BELOW THE LEVEL OF THE
 BH2969'ROAD. THE MARK IS NOT VISIBLE FROM THE STATION WITHOUT CLEARING.
 BH2969'
 BH2969'TO REACH THE STATION FROM THE GULF, MOBILE AND OHIO RAILROAD STATION
 BH2969'IN BOGALUSA, GO N ON STATE HIGHWAY 35 FOR 0.15 MI., TURN LEFT ACROSS
 BH2969'THE TRACK AND FOLLOW STATE HIGHWAY 35 FOR 4.75 MI. TO A SIDE ROAD
 BH2969'LEFT AND A GATE IN A FENCE LINE. TURN LEFT ON A SIDE ROAD AND
 BH2969'IMMEDIATELY AFTER PASSING THROUGH THE GATE TURN SHARP LEFT AND
 BH2969'FOLLOW THE ROAD FOR ABOUT 250 FT. TO THE STATION ON THE RIGHT.
 BH2969
 BH2969                          STATION RECOVERY (1970)
 BH2969
 BH2969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2969'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 BH2969'GOOD CONDITION AS PREVIOUSLY DESCRIBED IN 1955.  THE AZIMUTH MARK
 BH2969'WAS NOT FOUND AND DUE TO TALL TIMBERS IN THE AREA A NEW AZIMUTH MARK
 BH2969'WAS NOT ESTABLISHED ON THIS DATE.  THE DISTANCE AND DIRECTIONS TO
 BH2969'THE REFERENCE MARKS COMPARE FAVORABLY WITH THE PREVIOUS DATA.
 BH2969'DUE TO ROAD AND STATE HIGHWAY CHANGES A NEW ROUTE TO REACH THE
 BH2969'STATION FOLLOWS.
 BH2969'
 BH2969'TO REACH THE STATION FROM THE POST OFFICE IN BOGALUSA, GO NORTH ON
 BH2969'STATE HIGHWAY 60 FOR 0.8 MILE TO A CROSSROADS, TURN LEFT AND GO WEST
 BH2969'ON STATE HIGHWAY 10 (SUPERIOR AVENUE) FOR 0.9 MILE TO A T-JUNCTION,
 BH2969'TURN RIGHT AND GO NORTH AND NORTHWEST ON STATE HIGHWAY 10 FOR 3.7
 BH2969'MILES TO THE TOP OF A HILL AND A WOODS ROAD ON THE LEFT, TURN
 BH2969'LEFT ON THE WOODS ROAD AND FOLLOW ROAD FOR APPROXIMATELY 250
 BH2969'YARDS TO THE STATION ON THE RIGHT.
 BH2969'
 BH2969'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO TREES ON LINE.
 BH2969'
 BH2969'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH2969'
 BH2969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 BH2969'NORTHWEST OF BOGALUSA.
 BH2969
 BH2969                          STATION RECOVERY (1972)
 BH2969
 BH2969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2969'THE STATION WAS VISITED 2-24-72 AND THE STATION MARK AND REFERENCE
 BH2969'MARK NO. 2 WERE FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 WAS
 BH2969'FOUND DISTURBED AND REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 BH2969'DATE. THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE. THE FIRE
 BH2969'TOWER NEAR THE STATION HAS BEEN DISMANTLED AND ONLY THE CONCRETE
 BH2969'FOOTING OF THE LEGS REMAIN. REFERENCE MARK NO. 3 WAS SET IN A
 BH2969'DRILL HOLE IN THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE
 BH2969'OLD TOWER. STATE HIGHWAY NO. 35 IS NOW STATE HIGHWAY 10. A NEW
 BH2969'DESCRIPTION FOLLOWS--
 BH2969'
 BH2969'THE STATION IS LOCATED 4.5 MILES NORTHWEST OF BOGALOUSA, ABOUT 7.0
 BH2969'MILES SOUTHWEST OF VARNADO, IN THE SOUTHWEST CORNER OF SEC. 4, T 3S,
 BH2969'R 13 E, ON THE LAND OWNED BY THE CONTINENTL CAN CO. ABOUT 300 FEET
 BH2969'EAST OF THE HIGHEST PART OF THE HILL, IN THE SOUTHWEST ANGLE OF
 BH2969'THE INTERSECTION OF STATE HIGHWAY 10 AND A GRAVELED ROAD LEADING
 BH2969'SOUTH.  IT IS 112 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 10, 66
 BH2969'FEET WEST OF THE CENTER OF THE ROAD LEADING SOUTH, 1.5 FEET SOUTH
 BH2969'OF A METAL WITNESS POST. IT IS A TRIANGULATION STATION DISK,
 BH2969'STAMPED FIRE 1935, PROJECTING 6 INCHES.
 BH2969'
 BH2969'REFERENCE MARK NO. 2 IS 116.37 FEET SOUTHWEST OF THE STATION, 86
 BH2969'FEET SOUTHEAST OF THE NORTHEAST LEG OF THE FIRE TOWER, 207 FEET
 BH2969'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 10, 144 FEET WEST OF THE
 BH2969'CENTER OF THE ROAD LEADING SOUTH, 1 FOOT SOUTH OF A METAL WITNESS
 BH2969'POST. IT IS A REFERENCE MARK DISK STAMPED FIRE NO 2 1935,
 BH2969'PROJECTING 8 INCHES.
 BH2969'
 BH2969'REFERENCE MARK NO. 3 IS 78.27 FEET WEST OF THE STATION. IT IS 144
 BH2969'FEET WEST OF THE CENTER OF THE ROAD LEADING SOUTH, 121 FEET SOUTH
 BH2969'OF THE CENTER OF STATE HIGHWAY 10, 1.5 FEET SOUTH OF A METAL
 BH2969'WITNESS POST. IT IS A REFERENCE MARK DISK STAMPED FIRE NO 3 1935
 BH2969'1972 SET IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE
 BH2969'NORTHEAST LEG OF THE FIRE TOWER.
 BH2969'
 BH2969'TO REACH THE STATION FROM THE GULF MOBILE AND OHIO RAILROAD STATION
 BH2969'IN BOGALOUSA GO NORTH ALONG THE EAST SIDE OF THE TRACKS FOR 0.15
 BH2969'MILE TO A RAILROAD CROSSING, TURN LEFT AND CROSS TRACKS AND GO WEST
 BH2969'ON STATE HIGHWAY 10 FOR 4.7 MILES TO THE STATION ON THE LEFT ON
 BH2969'THE TOP OF THE HILL.
 BH2969
 BH2969                          STATION RECOVERY (1987)
 BH2969
 BH2969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (SLC)
 BH2969'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BH2969'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND WAS USED FOR
 BH2969'GPS OBSERVATIONS.
 BH2969'
 BH2969'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI)
 BH2969'WEST OF BOGALUSA.
 BH2969'OWNERSHIP--CABINHAM FOREST INDUSTRIAL, BOGALUSA, LA.,
 BH2969'PHONE 504-732-5382.
 BH2969'
 BH2969'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 21
 BH2969'IN BOGALUSA, DRIVE WEST ALONG HIGHWAY 10 FOR 9.2 KM (5.7 MI) TO THE
 BH2969'STATION MARK ON THE LEFT AT THE TOP OF A HILL, JUST EAST OF A
 BH2969'LANDFILL.
 BH2969'
 BH2969'THE STATION IS A STANDARD NGS DISK
 BH2969'STAMPED---FIRE 1935---,
 BH2969'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BH2969'30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 BH2969'87.5 METERS (287 FT) EAST-SOUTHEAST FROM A GRAVEL ROAD LEADING INTO
 BH2969'A LANDFILL,
 BH2969'33.2 METERS (109 FT) SOUTH-SOUTHWEST FROM THE CENTER OF HIGHWAY 10,
 BH2969'25.9 METERS (85 FT) SOUTHWEST FROM THE SOUTH END OF A 20-INCH
 BH2969'CONCRETE CULVERT,
 BH2969'16.0 METERS (52.5 FT) SOUTH-SOUTHWEST FROM A COMBINATION NET AND
 BH2969'BARBED WIRE FENCE AND
 BH2969'0.3 METER (1 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BH2969'
 BH2969'DESCRIBED BY RICHARD COPP, TYPED BY DEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3296 ***********************************************************************
 AU3296  DESIGNATION -  FIRE
 AU3296  PID         -  AU3296
 AU3296  STATE/COUNTY-  LA/JEFFERSON
 AU3296  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3296
 AU3296                         *CURRENT SURVEY CONTROL
 AU3296  ___________________________________________________________________
 AU3296* NAD 83(1992)-  29 54 42.67538(N)    090 13 37.90912(W)     ADJUSTED  
 AU3296* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3296  **This station is located in a subsidence area (see below).
 AU3296  ___________________________________________________________________
 AU3296  X           -     -21,940.593 (meters)                     COMP
 AU3296  Y           -  -5,533,069.998 (meters)                     COMP
 AU3296  Z           -   3,161,895.196 (meters)                     COMP
 AU3296  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU3296  ELLIP HEIGHT-         -25.59  (meters)          (09/30/02) GPS OBS
 AU3296  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU3296  DYNAMIC HT  -           0.4   (meters)       1.    (feet)  COMP
 AU3296  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 AU3296
 AU3296  HORZ ORDER  -  FIRST
 AU3296  ELLP ORDER  -  FOURTH    CLASS II
 AU3296
 AU3296.The horizontal coordinates were established by GPS observations
 AU3296.and adjusted by the National Geodetic Survey in January 1993..
 AU3296
 AU3296 ** The orthometric height has not been validated since last determined
 AU3296 ** by differential leveling and should not be used for control purposes.
 AU3296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3296 ** area with valid NAVD 88 orthometric heights.
 AU3296 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3296 ** epoch indicated which incorporates improved geoid heights for the
 AU3296 ** Southern Louisiana Subsidence area.
 AU3296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3296.The orthometric height was scaled from a topographic map.
 AU3296
 AU3296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3296
 AU3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3296
 AU3296.The ellipsoidal height was determined by GPS observations
 AU3296.and is referenced to NAD 83.
 AU3296
 AU3296.The geoid height was determined by GEOID03.
 AU3296
 AU3296.The dynamic height is computed by dividing the NAVD 88
 AU3296.geopotential number by the normal gravity value computed on the
 AU3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3296.degrees latitude (g = 980.6199 gals.).
 AU3296
 AU3296.The modeled gravity was interpolated from observed gravity values.
 AU3296
 AU3296;                    North         East     Units Scale Factor Converg.
 AU3296;SPC LA S     -   157,011.567 1,106,811.713   MT  0.99992694   +0 33 11.1
 AU3296;SPC LA S     -   515,128.78  3,631,264.76   sFT  0.99992694   +0 33 11.1
 AU3296;UTM  15      - 3,312,250.157   767,719.369   MT  1.00048440   +1 23 00.7
 AU3296
 AU3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3296!SPC LA S     -   1.00000402  x   0.99992694  =   0.99993096
 AU3296!UTM  15      -   1.00000402  x   1.00048440  =   1.00048842
 AU3296
 AU3296                          SUPERSEDED SURVEY CONTROL
 AU3296
 AU3296  ELLIP H (01/21/93)  -25.58   (m)                       GP(       ) 4 2
 AU3296  NAD 83(1986)-  29 54 42.69210(N)    090 13 37.90913(W) AD(       ) 1
 AU3296  NAD 27      -  29 54 41.95315(N)    090 13 37.63377(W) AD(       ) 1
 AU3296  NGVD 29 (05/20/88)    0.6    (m)            2.     (f) GPS OBS        
 AU3296
 AU3296.Superseded values are not recommended for survey control.
 AU3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3296.See file dsdata.txt to determine how the superseded data were derived.
 AU3296
 AU3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6771912250(NAD 83)
 AU3296_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3296_SP_SET: CONCRETE POST
 AU3296_STAMPING: FIRE JPW 1987
 AU3296_MARK LOGO: NGS   
 AU3296_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3296+STABILITY: SURFACE MOTION
 AU3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3296+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 AU3296
 AU3296  HISTORY     - Date     Condition        Report By
 AU3296  HISTORY     - 1987     MONUMENTED       LADTD
 AU3296  HISTORY     - 1987     GOOD             LADTD
 AU3296  HISTORY     - 19921124 GOOD             NOS
 AU3296  HISTORY     - 19941122 GOOD             NGS
 AU3296  HISTORY     - 20050506 GOOD             AERODA
 AU3296
 AU3296                          STATION DESCRIPTION
 AU3296
 AU3296'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3296'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) WEST OF THE JUNCTION OF
 AU3296'U.S. HIGHWAY 90 AND 90 BUSINESS, AT THE WKB FIRE STATION IN
 AU3296'WAGGAMAN.
 AU3296'OWNERSHIP--JEFFERSON PARISH, C/O FIRE CHIEF THADDEUS VALENTINE,
 AU3296'4040 HIGHWAY 90, AVONDALE LOUISIANA 70094. PHONE 504-349-5576.
 AU3296'
 AU3296'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU3296'AVONDALE ROAD IN AVONDALE GO WEST FOR 1.2 KM (0.95 MI) ON HIGHWAY
 AU3296'90 TO CAPITOL DRIVE ON THE RIGHT.
 AU3296'TURN RIGHT ON CAPITOL DRIVE FOR APPROXIMATELY 60 METERS TO A FIRE
 AU3296'STATION ON THE LEFT AND THE STATION SET NEAR THE FLAGPOLE.
 AU3296'
 AU3296'THE STATION IS A STANDARD NGS DISK
 AU3296'STAMPED---FIRE JPW 1987---,
 AU3296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3296'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3296'14.3 METERS (47 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 AU3296'THE FIRE STATION,
 AU3296'11.4 METERS (37 FT) NORTHEAST FROM A UTILITY POLE WITH A
 AU3296'TRANSFORMER,
 AU3296'9.9 METERS (32.5 FT) WEST FROM THE WEST CURB OF CAPITOL DRIVE AND
 AU3296'6.2 METERS (20 FT) SOUTH FROM THE FLAGPOLE.
 AU3296'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3296'STAMPED---FIRE JPW 1987---,
 AU3296'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AU3296
 AU3296                          STATION RECOVERY (1987)
 AU3296
 AU3296'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AU3296'RECOVERED IN GOOD CONDITION.
 AU3296
 AU3296                          STATION RECOVERY (1992)
 AU3296
 AU3296'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AU3296'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF THE JUNCTION OF US
 AU3296'HIGHWAY 90 AND BUSINESS 90, AT THE WKB FIRE STATION IN WAGGAMAN
 AU3296'OWNERSHIP--JEFFERSON PARISH.
 AU3296'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 90 AND AVONDALE
 AU3296'RD IN AVONDALE, GO WEST FOR 0.95 MI (1.53 KM) ON HIGHWAY 90 TO
 AU3296'CAPITAL DR ON THE RIGHT.  TURN RIGHT ON CAPITAL DR FOR APPROXIMATELY
 AU3296'60 M (196.8 FT) TO A FIRE STAION ON LEFT AND THE STATION SET NEAR THE
 AU3296'FLAGPOLE.
 AU3296'THE STATION IS A STANDARD NGS DISK STAMPED ---FIRE JPW 1987--- SET
 AU3296'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 AU3296'WITH THE GROUND 14.3 M (46.9 FT) SSE FROM THE SE CORNER OF THE FIRE
 AU3296'STATION, 11.4 M (37.4 FT) NE FROM A UTILITY POLE WITH A TRANSFORMER,
 AU3296'9.9 M (32.5 FT) WEST FROM THE W CURB OF CAPITAL DR AND 6.2 M
 AU3296'(20.3 FT) S FROM THE FLAGPOLE.
 AU3296
 AU3296                          STATION RECOVERY (1994)
 AU3296
 AU3296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3296'7.1 KM (4.40 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE TRAFFIC
 AU3296'CIRCLE AT THE SOUTH END OF THE HUEY P LONG BRIDGE IN BRIDGE CITY, 38.8
 AU3296'M (127.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AU3296'HIGHWAY, 13.1 M (43.0 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES
 AU3296'OF CAPITOL DRIVE, 12.1 M (39.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 AU3296'OF THE WKB FIRE STATION, 6.0 M (19.7 FT) SOUTH OF A FLAGPOLE, 0.5 M
 AU3296'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AU3296'WITH THE GROUND SURFACE.
 AU3296
 AU3296                          STATION RECOVERY (2005)
 AU3296
 AU3296'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 AU3296'MONUMENT 9 IN. FT BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6170 ***********************************************************************
 AH6170  DESIGNATION -  FIRE
 AH6170  PID         -  AH6170
 AH6170  STATE/COUNTY-  LA/TERREBONNE
 AH6170  USGS QUAD   -  HUMPHREYS (1980)
 AH6170
 AH6170                         *CURRENT SURVEY CONTROL
 AH6170  ___________________________________________________________________
 AH6170* NAD 83(1992)-  29 35 06.51068(N)    090 48 55.58630(W)     ADJUSTED  
 AH6170* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6170  **This station is located in a subsidence area (see below).
 AH6170  ___________________________________________________________________
 AH6170  X           -     -79,001.061 (meters)                     COMP
 AH6170  Y           -  -5,550,522.655 (meters)                     COMP
 AH6170  Z           -   3,130,453.524 (meters)                     COMP
 AH6170  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6170  ELLIP HEIGHT-         -23.82  (meters)          (02/21/02) GPS OBS
 AH6170  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6170
 AH6170  HORZ ORDER  -  FIRST
 AH6170  ELLP ORDER  -  FIFTH     CLASS I
 AH6170
 AH6170.The horizontal coordinates were established by GPS observations
 AH6170.and adjusted by the National Geodetic Survey in December 1998..
 AH6170
 AH6170 ** The orthometric height has not been validated since last determined
 AH6170 ** by differential leveling and should not be used for control purposes.
 AH6170 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6170 ** area with valid NAVD 88 orthometric heights.
 AH6170 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6170 ** epoch indicated which incorporates improved geoid heights for the
 AH6170 ** Southern Louisiana Subsidence area.
 AH6170 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6170.The orthometric height was determined by GPS observations and a
 AH6170.high-resolution geoid model.
 AH6170
 AH6170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6170
 AH6170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6170
 AH6170.The ellipsoidal height was determined by GPS observations
 AH6170.and is referenced to NAD 83.
 AH6170
 AH6170.The geoid height was determined by GEOID03.
 AH6170
 AH6170;                    North         East     Units Scale Factor Converg.
 AH6170;SPC LA S     -   120,396.215 1,050,173.485   MT  0.99995189   +0 15 32.2
 AH6170;SPC LA S     -   394,999.92  3,445,444.18   sFT  0.99995189   +0 15 32.2
 AH6170;UTM  15      - 3,274,809.312   711,592.990   MT  1.00015245   +1 04 44.2
 AH6170
 AH6170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6170!SPC LA S     -   1.00000374  x   0.99995189  =   0.99995563
 AH6170!UTM  15      -   1.00000374  x   1.00015245  =   1.00015619
 AH6170
 AH6170                          SUPERSEDED SURVEY CONTROL
 AH6170
 AH6170  ELLIP H (12/17/98)  -23.79   (m)                       GP(       ) 4 2
 AH6170
 AH6170.Superseded values are not recommended for survey control.
 AH6170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6170.See file dsdata.txt to determine how the superseded data were derived.
 AH6170
 AH6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1159374809(NAD 83)
 AH6170_MARKER: I = METAL ROD
 AH6170_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6170_STAMPING: FIRE
 AH6170_MARK LOGO: LA-109
 AH6170_PROJECTION: RECESSED 10 CENTIMETERS
 AH6170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6170+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6170_ROD/PIPE-DEPTH: 18.3 meters
 AH6170_SLEEVE-DEPTH  :  0.9 meters
 AH6170
 AH6170  HISTORY     - Date     Condition        Report By
 AH6170  HISTORY     - 1995     MONUMENTED       MPHI
 AH6170
 AH6170                          STATION DESCRIPTION
 AH6170
 AH6170'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6170'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6170'24 FOR 0.2 MI (0.3 KM)  TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6170'HWY 90 AND TRAVEL WEST FOR 7.25 MI (11.67 KM)  TO JUNCTION WITH
 AH6170'SAVANNE ROAD.  TURN RIGHT ON SAVANNE ROAD AND TRAVEL NORTH FOR 0.25 MI
 AH6170'(0.40 KM)  TO THE STATION ON THE LEFT.  THE STATION IS A STAINLESS
 AH6170'STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 14.70 FT (4.48 M)
 AH6170'NORTHWEST FROM THE CENTERLINE OF SAVANNE ROAD, 14.50 FT (4.42 M)
 AH6170'NORTHEAST FROM THE FIRE HYDRANT, 139.00 FT (42.37 M)  SOUTH FROM THE
 AH6170'POWER POLE WITH A LIGHT, AND 50.10 FT (15.27 M)  NORTHEAST FROM THE
 AH6170'NORTHEAST CORNER OF THE BAYOU BLACK VOLUNTEER FIRE DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1786 ***********************************************************************
 BH1786  DESIGNATION -  FIRE AZ MK 2
 BH1786  PID         -  BH1786
 BH1786  STATE/COUNTY-  LA/WASHINGTON
 BH1786  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1786
 BH1786                         *CURRENT SURVEY CONTROL
 BH1786  ___________________________________________________________________
 BH1786* NAD 83(1992)-  30 49 41.58093(N)    089 55 29.69963(W)     ADJUSTED  
 BH1786* NAVD 88     -        81.060  (meters)     265.94   (feet)  ADJUSTED  
 BH1786  ___________________________________________________________________
 BH1786  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BH1786  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BH1786  DYNAMIC HT  -          80.954 (meters)     265.60  (feet)  COMP
 BH1786  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 BH1786
 BH1786  HORZ ORDER  -  THIRD
 BH1786  VERT ORDER  -  SECOND    CLASS I
 BH1786
 BH1786.The horizontal coordinates were established by classical geodetic methods
 BH1786.and adjusted by the National Geodetic Survey in May 1994..
 BH1786.No horizontal observational check was made to the station.
 BH1786
 BH1786.The orthometric height was determined by differential leveling
 BH1786.and adjusted by the National Geodetic Survey in February 1994..
 BH1786
 BH1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1786
 BH1786.The geoid height was determined by GEOID03.
 BH1786
 BH1786.The dynamic height is computed by dividing the NAVD 88
 BH1786.geopotential number by the normal gravity value computed on the
 BH1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1786.degrees latitude (g = 980.6199 gals.).
 BH1786
 BH1786.The modeled gravity was interpolated from observed gravity values.
 BH1786
 BH1786;                    North         East     Units Scale Factor Converg.
 BH1786;SPC LA S     -   258,906.582 1,134,750.944   MT  1.00002978   +0 42 15.2
 BH1786;SPC LA S     -   849,429.34  3,722,928.72   sFT  1.00002978   +0 42 15.2
 BH1786;UTM  16      - 3,414,226.071   220,212.327   MT  1.00056576   -1 29 59.6
 BH1786;UTM  15      - 3,414,612.037   794,158.564   MT  1.00066754   +1 34 37.2
 BH1786
 BH1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1786!SPC LA S     -   0.99999163  x   1.00002978  =   1.00002141
 BH1786!UTM  16      -   0.99999163  x   1.00056576  =   1.00055739
 BH1786!UTM  15      -   0.99999163  x   1.00066754  =   1.00065916
 BH1786
 BH1786                          SUPERSEDED SURVEY CONTROL
 BH1786
 BH1786  NAD 83(1992)-  30 49 41.58096(N)    089 55 29.69954(W) AD(       ) 3
 BH1786  NAD 83(1986)-  30 49 41.59614(N)    089 55 29.69664(W) AD(       ) 3
 BH1786  NGVD 29 (11/02/92)   81.20   (m)          266.4    (f) LEVELING    3  
 BH1786
 BH1786.Superseded values are not recommended for survey control.
 BH1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1786.See file dsdata.txt to determine how the superseded data were derived.
 BH1786
 BH1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2021214226(NAD 83)
 BH1786_MARKER: DZ = AZIMUTH MARK DISK
 BH1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1786_SP_SET: CONCRETE POST
 BH1786_STAMPING: FIRE 1935 NO 2 1984
 BH1786_MARK LOGO: NGS   
 BH1786_PROJECTION: FLUSH
 BH1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1786+STABILITY: SURFACE MOTION
 BH1786
 BH1786  HISTORY     - Date     Condition        Report By
 BH1786  HISTORY     - 1984     MONUMENTED       LADTD
 BH1786  HISTORY     - 1984     GOOD             LADTD
 BH1786
 BH1786                          STATION DESCRIPTION
 BH1786
 BH1786'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1786'9 KM (5.6 MI) NW FROM BOGALUSA.
 BH1786'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1786'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1786'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1786'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1786'FOR 7.7 KM (4.8 MI) TO THE AZIMUTH MARK ON THE RIGHT, 36.4 METERS
 BH1786'(119.5 FT) EAST-NORTHEAST OF A TELEPHONE CONTROL BOX ACROSS HIGHWAY,
 BH1786'34.7 METERS (114 FT) WEST OF A RIGHT-OF-WAY MARKER, 32.5 METERS
 BH1786'(106.5 FT) EAST OF A POWER POLE, AND 14.6 METERS (48 FT) NORTHEAST OF
 BH1786'THE CENTER OF HIGHWAY 10.
 BH1786'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 BH1786'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1783 ***********************************************************************
 BH1783  DESIGNATION -  FIRE RM 3
 BH1783  PID         -  BH1783
 BH1783  STATE/COUNTY-  LA/WASHINGTON
 BH1783  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1783
 BH1783                         *CURRENT SURVEY CONTROL
 BH1783  ___________________________________________________________________
 BH1783* NAD 83(1992)-  30 49 37.11280(N)    089 55 16.85617(W)     ADJUSTED  
 BH1783* NAVD 88     -        82.175  (meters)     269.60   (feet)  ADJUSTED  
 BH1783  ___________________________________________________________________
 BH1783  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BH1783  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1783  DYNAMIC HT  -          82.068 (meters)     269.25  (feet)  COMP
 BH1783  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BH1783
 BH1783  HORZ ORDER  -  THIRD
 BH1783  VERT ORDER  -  SECOND    CLASS I
 BH1783
 BH1783.The horizontal coordinates were established by classical geodetic methods
 BH1783.and adjusted by the National Geodetic Survey in May 1994..
 BH1783
 BH1783.The orthometric height was determined by differential leveling
 BH1783.and adjusted by the National Geodetic Survey in February 1994..
 BH1783
 BH1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1783
 BH1783.The geoid height was determined by GEOID03.
 BH1783
 BH1783.The dynamic height is computed by dividing the NAVD 88
 BH1783.geopotential number by the normal gravity value computed on the
 BH1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1783.degrees latitude (g = 980.6199 gals.).
 BH1783
 BH1783.The modeled gravity was interpolated from observed gravity values.
 BH1783
 BH1783;                    North         East     Units Scale Factor Converg.
 BH1783;SPC LA S     -   258,773.187 1,135,093.956   MT  1.00002947   +0 42 21.6
 BH1783;SPC LA S     -   848,991.70  3,724,054.09   sFT  1.00002947   +0 42 21.6
 BH1783;UTM  16      - 3,414,079.505   220,550.136   MT  1.00056343   -1 29 52.8
 BH1783;UTM  15      - 3,414,483.801   794,503.790   MT  1.00067005   +1 34 43.6
 BH1783
 BH1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1783!SPC LA S     -   0.99999146  x   1.00002947  =   1.00002093
 BH1783!UTM  16      -   0.99999146  x   1.00056343  =   1.00055488
 BH1783!UTM  15      -   0.99999146  x   1.00067005  =   1.00066150
 BH1783
 BH1783                          SUPERSEDED SURVEY CONTROL
 BH1783
 BH1783  NAD 83(1992)-  30 49 37.11296(N)    089 55 16.85582(W) AD(       ) 3
 BH1783  NAD 83(1986)-  30 49 37.12815(N)    089 55 16.85293(W) AD(       ) 3
 BH1783  NGVD 29 (11/02/92)   82.31   (m)          270.0    (f) LEVELING    3  
 BH1783
 BH1783.Superseded values are not recommended for survey control.
 BH1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1783.See file dsdata.txt to determine how the superseded data were derived.
 BH1783
 BH1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2055014080(NAD 83)
 BH1783_MARKER: DR = REFERENCE MARK DISK
 BH1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1783_SP_SET: CONCRETE POST
 BH1783_STAMPING: FIRE 1935 NO 3 1984
 BH1783_MARK LOGO: NGS   
 BH1783_PROJECTION: FLUSH
 BH1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1783+STABILITY: SURFACE MOTION
 BH1783
 BH1783  HISTORY     - Date     Condition        Report By
 BH1783  HISTORY     - 1984     MONUMENTED       LADTD
 BH1783  HISTORY     - 1984     GOOD             LADTD
 BH1783  HISTORY     - 20051130 GOOD             AERODA
 BH1783
 BH1783                          STATION DESCRIPTION
 BH1783
 BH1783'DESCRIBED BY LA TRANSP AND DEV 1984
 BH1783'8.7 KM (5.4 MI) NW FROM BOGALUSA.
 BH1783'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1783'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1783'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1783'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1783'FOR 7.4 KM (4.6 MI) TO THE REFERENCE MARK ON THE LEFT ON THE HIGHEST
 BH1783'PART OF A RIDGE, 16.8 METERS (55 FT) SOUTH-SOUTHWEST OF THE CENTER OF
 BH1783'HIGHWAY 10, 7 METERS (23 FT) SOUTH-SOUTHWEST OF THE WEST END OF A
 BH1783'CEMENT CULVERT, AND 0.6 METER (2 FT) NORTH-NORTHEAST OF A RIGHT-OF-WAY
 BH1783'FENCE.
 BH1783'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 BH1783'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
 BH1783
 BH1783                          STATION RECOVERY (2005)
 BH1783
 BH1783'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BH1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1785 ***********************************************************************
 BH1785  DESIGNATION -  FIRE RM 4
 BH1785  PID         -  BH1785
 BH1785  STATE/COUNTY-  LA/WASHINGTON
 BH1785  USGS QUAD   -  BOGALUSA WEST (1982)
 BH1785
 BH1785                         *CURRENT SURVEY CONTROL
 BH1785  ___________________________________________________________________
 BH1785* NAD 83(1992)-  30 49 37.42381(N)    089 55 17.71928(W)     ADJUSTED  
 BH1785* NAVD 88     -        82.713  (meters)     271.37   (feet)  ADJUSTED  
 BH1785  ___________________________________________________________________
 BH1785  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BH1785  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1785  DYNAMIC HT  -          82.605 (meters)     271.01  (feet)  COMP
 BH1785  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BH1785
 BH1785  HORZ ORDER  -  THIRD
 BH1785  VERT ORDER  -  SECOND    CLASS I
 BH1785
 BH1785.The horizontal coordinates were established by classical geodetic methods
 BH1785.and adjusted by the National Geodetic Survey in May 1994..
 BH1785
 BH1785.The orthometric height was determined by differential leveling
 BH1785.and adjusted by the National Geodetic Survey in February 1994..
 BH1785
 BH1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1785
 BH1785.The geoid height was determined by GEOID03.
 BH1785
 BH1785.The dynamic height is computed by dividing the NAVD 88
 BH1785.geopotential number by the normal gravity value computed on the
 BH1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1785.degrees latitude (g = 980.6199 gals.).
 BH1785
 BH1785.The modeled gravity was interpolated from observed gravity values.
 BH1785
 BH1785;                    North         East     Units Scale Factor Converg.
 BH1785;SPC LA S     -   258,782.482 1,135,070.901   MT  1.00002949   +0 42 21.2
 BH1785;SPC LA S     -   849,022.19  3,723,978.45   sFT  1.00002949   +0 42 21.2
 BH1785;UTM  16      - 3,414,089.685   220,527.443   MT  1.00056359   -1 29 53.3
 BH1785;UTM  15      - 3,414,492.749   794,480.580   MT  1.00066988   +1 34 43.2
 BH1785
 BH1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1785!SPC LA S     -   0.99999137  x   1.00002949  =   1.00002086
 BH1785!UTM  16      -   0.99999137  x   1.00056359  =   1.00055496
 BH1785!UTM  15      -   0.99999137  x   1.00066988  =   1.00066125
 BH1785
 BH1785                          SUPERSEDED SURVEY CONTROL
 BH1785
 BH1785  NAD 83(1992)-  30 49 37.42374(N)    089 55 17.71910(W) AD(       ) 3
 BH1785  NAD 83(1986)-  30 49 37.43892(N)    089 55 17.71621(W) AD(       ) 3
 BH1785  NGVD 29 (11/02/92)   82.85   (m)          271.8    (f) LEVELING    3  
 BH1785
 BH1785.Superseded values are not recommended for survey control.
 BH1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1785.See file dsdata.txt to determine how the superseded data were derived.
 BH1785
 BH1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2052714090(NAD 83)
 BH1785_MARKER: DR = REFERENCE MARK DISK
 BH1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1785_SP_SET: CONCRETE POST
 BH1785_STAMPING: FIRE 1935 NO 4 1984
 BH1785_MARK LOGO: NGS   
 BH1785_PROJECTION: FLUSH
 BH1785_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1785+STABILITY: SURFACE MOTION
 BH1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1785+SATELLITE: SATELLITE OBSERVATIONS - 1984
 BH1785
 BH1785  HISTORY     - Date     Condition        Report By
 BH1785  HISTORY     - 1984     MONUMENTED       NGS
 BH1785  HISTORY     - 1984     GOOD             LADTD
 BH1785  HISTORY     - 20051130 GOOD             AERODA
 BH1785
 BH1785                          STATION DESCRIPTION
 BH1785
 BH1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 BH1785'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--FIRE 1935 NO 4
 BH1785'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BH1785'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 52 FT (15.8 M) SSW FROM
 BH1785'THE CENTER OF HIGHWAY 10, 89 FT (27.1 M) W FROM THE SOUTH END OF A
 BH1785'20-INCH CONCRETE CULVERT, 1.5 FT (0.5 M) NNE FROM A COMBINATION NET
 BH1785'AND BARBED WIRE FENCE, AND 1 FT (0.3 M) NNE FROM A METAL WITNESS POST
 BH1785'WITH SIGN ATTACHED.
 BH1785
 BH1785                          STATION RECOVERY (1984)
 BH1785
 BH1785'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BH1785'8.7 KM (5.4 MI) NW FROM BOGALUSA.
 BH1785'ABOUT 0.8 KM (0.5 MI) NORTH ON AVE-B FROM THE POST OFFICE IN BOGALUSA
 BH1785'TO THE JUNCTION WITH OKECAHOBEE AVE AND CUMBERLAND STREET, THENCE
 BH1785'STRAIGHT AHEAD AND NORTH ON CUMBERLAND STREET FOR 0.5 KM (0.3 MI) TO
 BH1785'THE JUNCTION WITH STATE HIGHWAY 10, THENCE WEST (LEFT) ON HIGHWAY 10
 BH1785'FOR 7.4 KM (4.6 MI) TO THE REFERENCE MARK ON THE LEFT ON THE HIGHEST
 BH1785'PART OF A RIDGE, 70.1 METERS (230 FT) EAST OF THE CENTER OF A GRAVEL
 BH1785'ROAD LEADING INTO A LANDFIELD, 27.1 METERS (89 FT) WEST OF THE WEST
 BH1785'END OF A CEMENT CULVERT, 16 METERS (52.5 FT) SOUTH-SOUTHWEST OF THE
 BH1785'CENTER OF HIGHWAY 10, AND 0.5 METER (1.5 FT) NORTH-NORTHEAST OF A
 BH1785'RIGHT-OF-WAY FENCE.
 BH1785'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BH1785'THE MARK IS 0.91 M ABOVE HIGHWAY 10.
 BH1785
 BH1785                          STATION RECOVERY (2005)
 BH1785
 BH1785'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BH1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3163 ***********************************************************************
 CP3163  DESIGNATION -  FIRE TOWER 3 STEVENSON LOT LFC
 CP3163  PID         -  CP3163
 CP3163  STATE/COUNTY-  LA/MOREHOUSE
 CP3163  USGS QUAD   -  BEEKMAN (1988)
 CP3163
 CP3163                         *CURRENT SURVEY CONTROL
 CP3163  ___________________________________________________________________
 CP3163* NAD 83(1992)-  32 53 48.01759(N)    091 57 45.04271(W)     ADJUSTED  
 CP3163* NAVD 88     -                                                        
 CP3163  ___________________________________________________________________
 CP3163  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CP3163  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP3163
 CP3163  HORZ ORDER  -  THIRD
 CP3163
 CP3163.The horizontal coordinates were established by classical geodetic methods
 CP3163.and adjusted by the National Geodetic Survey in September 1999..
 CP3163
 CP3163
 CP3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3163
 CP3163.The geoid height was determined by GEOID03.
 CP3163
 CP3163;                    North         East     Units Scale Factor Converg.
 CP3163;SPC LA N     -   265,870.049 1,050,291.300   MT  1.00006054   +0 17 03.0
 CP3163;SPC LA N     -   872,275.32  3,445,830.71   sFT  1.00006054   +0 17 03.0
 CP3163;SPC AR S     -   425,512.294   403,507.864   MT  1.00011385   +0 01 15.5
 CP3163;SPC AR S     - 1,396,034.92  1,323,842.05   sFT  1.00011385   +0 01 15.5
 CP3163;UTM  15      - 3,640,309.213   597,032.823   MT  0.99971609   +0 33 48.7
 CP3163
 CP3163                          SUPERSEDED SURVEY CONTROL
 CP3163
 CP3163  NAD 83(1992)-  32 53 48.02207(N)    091 57 45.04190(W) AD(       ) 4
 CP3163  NAD 83(1986)-  32 53 48.03047(N)    091 57 45.03544(W) AD(       ) 4
 CP3163  NAD 27      -  32 53 47.56200(N)    091 57 44.55900(W) AD(       ) 3
 CP3163
 CP3163.Superseded values are not recommended for survey control.
 CP3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3163.See file dsdata.txt to determine how the superseded data were derived.
 CP3163
 CP3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9703340309(NAD 83)
 CP3163_MARKER: 55 = TOWER
 CP3163
 CP3163  HISTORY     - Date     Condition        Report By
 CP3163  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3163  HISTORY     - 1952     GOOD             CGS
 CP3163  HISTORY     - 1970     GOOD             NGS
 CP3163
 CP3163                          STATION DESCRIPTION
 CP3163
 CP3163'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3163'OBSERVED CENTER OF LOUISIANA STATE FIRE TOWER.  STEEL STRUCTURE
 CP3163'ABOUT 100 FEET WITH GLASS ENCLOSED PLATFORM ATOP.  LOCATED
 CP3163'1/2 MILE ENE OF TRIANGULATION STATION STEVENS AND ABOUT 2
 CP3163'MILES SW OF STEVENSON RAILROAD STATION.  NOT VISITED.
 CP3163'
 CP3163'OBSERVED UPON FROM TRIANGULATION STATIONS WHITE, RAWLS, BEEKMAN,
 CP3163'STEVENS AND CUTOVER.
 CP3163
 CP3163                          STATION RECOVERY (1952)
 CP3163
 CP3163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP3163'THE TOWER WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 CP3163'IS ADEQUATE AND CORRECT.  THIS TOWER WAS PREVIOUSLY KNOWN AS
 CP3163'FIRE TOWER NO. 3.
 CP3163
 CP3163                          STATION RECOVERY (1970)
 CP3163
 CP3163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3163'STATION RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3142 ***********************************************************************
 CP3142  DESIGNATION -  FIRE TOWER 4
 CP3142  PID         -  CP3142
 CP3142  STATE/COUNTY-  LA/MOREHOUSE
 CP3142  USGS QUAD   -  TWIN OAKS (1988)
 CP3142
 CP3142                         *CURRENT SURVEY CONTROL
 CP3142  ___________________________________________________________________
 CP3142* NAD 83(1992)-  32 55 45.94423(N)    091 51 04.85694(W)     ADJUSTED  
 CP3142* NAVD 88     -                                                        
 CP3142  ___________________________________________________________________
 CP3142  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CP3142  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3142
 CP3142  HORZ ORDER  -  THIRD
 CP3142
 CP3142.The horizontal coordinates were established by classical geodetic methods
 CP3142.and adjusted by the National Geodetic Survey in September 1999..
 CP3142
 CP3142
 CP3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3142
 CP3142.The geoid height was determined by GEOID03.
 CP3142
 CP3142;                    North         East     Units Scale Factor Converg.
 CP3142;SPC LA N     -   269,560.034 1,060,670.633   MT  1.00007048   +0 20 34.6
 CP3142;SPC LA N     -   884,381.54  3,479,883.57   sFT  1.00007048   +0 20 34.6
 CP3142;SPC AR S     -   429,155.032   413,904.373   MT  1.00010278   +0 04 59.5
 CP3142;SPC AR S     - 1,407,986.13  1,357,951.26   sFT  1.00010278   +0 04 59.5
 CP3142;UTM  15      - 3,644,048.697   607,390.484   MT  0.99974220   +0 37 28.1
 CP3142
 CP3142                          SUPERSEDED SURVEY CONTROL
 CP3142
 CP3142  NAD 83(1992)-  32 55 45.94837(N)    091 51 04.85400(W) AD(       ) 4
 CP3142  NAD 83(1986)-  32 55 45.95708(N)    091 51 04.84980(W) AD(       ) 4
 CP3142  NAD 27      -  32 55 45.49000(N)    091 51 04.39100(W) AD(       ) 3
 CP3142
 CP3142.Superseded values are not recommended for survey control.
 CP3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3142.See file dsdata.txt to determine how the superseded data were derived.
 CP3142
 CP3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0739044049(NAD 83)
 CP3142_MARKER: 55 = TOWER
 CP3142
 CP3142  HISTORY     - Date     Condition        Report By
 CP3142  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3142  HISTORY     - 1970     GOOD             NGS
 CP3142
 CP3142                          STATION DESCRIPTION
 CP3142
 CP3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3142'OBSERVED CENTER OF LOUISIANA STATE FIRE TOWER.  STEEL STRUCTURE
 CP3142'ABOUT 100 FEET HIGH WITH GLASS ENCLOSED PLATFORM ATOP.  LOCATED
 CP3142'ABOUT 1/2 MILE ENE OF TRIANGULATION STATION BEEKMAN AND ABOUT
 CP3142'12 MILES N OF BASTROP.  STATION NOT VISITED.
 CP3142'
 CP3142'OBSERVED UPON FROM TRIANGULATION STATION RAWLS, WHITE, BEEKMAN,
 CP3142'STEVENS AND CUTOVER.
 CP3142
 CP3142                          STATION RECOVERY (1970)
 CP3142
 CP3142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3142'STATION RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2453 ***********************************************************************
 AU2453  DESIGNATION -  FISH
 AU2453  PID         -  AU2453
 AU2453  STATE/COUNTY-  LA/TERREBONNE
 AU2453  USGS QUAD   -  POINT AU FER (1987)
 AU2453
 AU2453                         *CURRENT SURVEY CONTROL
 AU2453  ___________________________________________________________________
 AU2453* NAD 83(1992)-  29 19 19.69011(N)    091 17 25.95840(W)     ADJUSTED  
 AU2453* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2453  ___________________________________________________________________
 AU2453  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2453  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AU2453
 AU2453  HORZ ORDER  -  THIRD
 AU2453
 AU2453.The horizontal coordinates were established by classical geodetic methods
 AU2453.and adjusted by the National Geodetic Survey in January 1993..
 AU2453
 AU2453.The orthometric height was scaled from a topographic map.
 AU2453
 AU2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2453
 AU2453.The geoid height was determined by GEOID03.
 AU2453
 AU2453;                    North         East     Units Scale Factor Converg.
 AU2453;SPC LA S     -    91,132.010 1,004,156.334   MT  0.99999539   +0 01 17.0
 AU2453;SPC LA S     -   298,988.94  3,294,469.57   sFT  0.99999539   +0 01 17.0
 AU2453;UTM  15      - 3,244,889.310   665,994.940   MT  0.99994001   +0 50 14.4
 AU2453
 AU2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2453!SPC LA S     -   1.00000390  x   0.99999539  =   0.99999929
 AU2453!UTM  15      -   1.00000390  x   0.99994001  =   0.99994391
 AU2453
 AU2453|---------------------------------------------------------------------|
 AU2453| PID    Reference Object                     Distance      Geod. Az  |
 AU2453|                                                           dddmmss.s |
 AU2453| AU2457 FISH 2                               46.878 METERS 15437     |
 AU2453| AU2462 EUGENE ISLAND LIGHT                 APPROX.10.7 KM 3013436.7 |
 AU2453|---------------------------------------------------------------------|
 AU2453
 AU2453                          SUPERSEDED SURVEY CONTROL
 AU2453
 AU2453  NAD 83(1986)-  29 19 19.71597(N)    091 17 25.95941(W) AD(       ) 3
 AU2453  NAD 27      -  29 19 18.92900(N)    091 17 25.56900(W) AD(       ) 3
 AU2453
 AU2453.Superseded values are not recommended for survey control.
 AU2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2453.See file dsdata.txt to determine how the superseded data were derived.
 AU2453
 AU2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6599544889(NAD 83)
 AU2453_MARKER: DS = TRIANGULATION STATION DISK
 AU2453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2453_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2453
 AU2453  HISTORY     - Date     Condition        Report By
 AU2453  HISTORY     - 1933     MONUMENTED       CGS
 AU2453  HISTORY     - 1948     GOOD             CGS
 AU2453  HISTORY     - 1953     GOOD             CGS
 AU2453  HISTORY     - 1960     POOR             CGS
 AU2453  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2453
 AU2453                          STATION DESCRIPTION
 AU2453
 AU2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2453'STATION IS ON THE WESTERN EXTREMITY OF THE POINT IN THE SE
 AU2453'CORNER OF ATCHAFALAYA BAY LOCALLY KNOWN AS FISHING POINT,
 AU2453'50 METERS (165 FEET) FROM THE POINT, 31 METERS (100 FEET)
 AU2453'FROM THE SHORE LINE TO THE NE, 36 METERS (120 FEET) FROM
 AU2453'THE SHORE LINE TO THE S, IN A MARSH BACK OF A MUD BEACH
 AU2453'FRINGED WITH SHELL, AND ABOUT 1/4 MILE S OF A TRAPPERS CABIN
 AU2453'PARTIALLY WASHED AWAY.  THE SHORE LINE SEEMS TO BE RECEDING.
 AU2453'
 AU2453'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2453'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2453'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2453'DRIVEN INTO THE MARSH.
 AU2453'
 AU2453'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET AT THE
 AU2453'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE
 AU2453'TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 20.090
 AU2453'METERS (65.91 FEET) FROM THE STATION S 80 DEG 30 MIN E.
 AU2453'
 AU2453'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET AT THE
 AU2453'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2453'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 22.870 METERS
 AU2453'(75.03 FEET) FROM THE STATION S 23 DEG 45 MIN W.
 AU2453'IN 1935 IT WAS REPORTED THAT THE ARROW ON THIS
 AU2453'MARK POINTED AWAY FROM THE STATION.
 AU2453
 AU2453                          STATION RECOVERY (1948)
 AU2453
 AU2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2453'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2453'
 AU2453'EROSION OF THE SHORELINE HAS CHANGED THE REFERENCE MEASUREMENTS
 AU2453'AND THE FOLLOWING SHOULD BE SUBSTITUTED IN THE ORIGINAL
 AU2453'DESCRIPTION--21.5 METERS FROM THE POINT, 20.5 METERS FROM THE
 AU2453'SHORELINE TO THE S.  IN ADDITION THE STATION IS 7.5 METERS
 AU2453'SW OF THE BACK OF A SHELL BANK, 8 METERS N OF THE SHELL BANK
 AU2453'AND 9 METERS FROM THE BACK OF THE POINT OF THE SHELL BANK.
 AU2453'REFERENCE MARK 1 IS 2 METERS S OF THE S SHELL BANK.
 AU2453'THE ARROW ON REFERENCE MARK 2 POINTS AWAY FROM THE STATION
 AU2453'AND IT IS BURIED UNDER 18 INCHES OF SHELL.  THE DISTANCE
 AU2453'FROM REFERENCE MARK 1 TO REFERENCE 2 IS 34.55 METERS.
 AU2453
 AU2453                          STATION RECOVERY (1953)
 AU2453
 AU2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2453'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 AU2453'WERE SEARCHED FOR BUT NOT RECOVERED, BUT THEY ARE PROBABLY
 AU2453'STILL IN PLACE UNDER A DEPOSIT OF SHELL.  A COMPLETE NEW
 AU2453'DESCRIPTION FOLLOWS--
 AU2453'
 AU2453'STATION IS LOCATED IN THE SE CORNER OF ATCHAFALAYA BAY, ON
 AU2453'FISHING POINT, AND IN THE N EDGE OF A SHELL FRINGE BEHIND
 AU2453'A MUD BEACH.  THE EXTREME TIP OF THE POINT IS 29 FT.
 AU2453'N 73 DEG W.  THE NEAREST SHORE IS 16 FT.
 AU2453'N 20 DEG E.  THE ABOVE MEASUREMENTS WERE
 AU2453'MADE AT THE TIME OF EXTREME HIGH WATER AND ARE PROBABLY
 AU2453'SOMEWHAT GREATER AT MORE NORMAL STAGES OF THE TIDE.  STATION
 AU2453'IS A STANDARD DISK, STAMPED FISH 1933 AND SET IN CONCRETE
 AU2453'3 IN. UNDER THE SHELL.
 AU2453
 AU2453                          STATION RECOVERY (1960)
 AU2453
 AU2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2453'STATION RECOVERED IN POOR CONDITION.  THE MARK IS ABOUT
 AU2453'40 FEET OUT IN THE WATER AND LOOSE ON THE PILING.  R.M. 2
 AU2453'WAS FOUND WASHED OUT.  R.M. 1 WAS NOT FOUND.
 AU2453
 AU2453                          STATION RECOVERY (1961)
 AU2453
 AU2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2453'THE STATION MARK WAS RECOVERED IN POOR CONDITION.  THE SHORELINE
 AU2453'HAS ERODED AWAY AND THE MARK IS ABOUT 40 FEET OFFSHORE.  NEITHER
 AU2453'OF THE REFERENCE MARKS COULD BE FOUND.  THE STATION MARK
 AU2453'WILL PROBABLY BE WASHED OUT IN A FEW YEARS.
 AU2453'
 AU2453'A NEW STATION, FISH 2 1961, AND TWO REFERENCE MARKS WERE
 AU2453'ESTABLISHED ABOUT 154 FEET NORTH NORTHWEST OF THE OLD MARK.
 AU2453'THE OLD MARK WAS NOT DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV1000 ***********************************************************************
 AV1000  DESIGNATION -  FISH
 AV1000  PID         -  AV1000
 AV1000  STATE/COUNTY-  LA/VERMILION
 AV1000  USGS QUAD   -  FEARMAN LAKE (1979)
 AV1000
 AV1000                         *CURRENT SURVEY CONTROL
 AV1000  ___________________________________________________________________
 AV1000* NAD 83(1992)-  29 39 11.23972(N)    092 07 34.98256(W)     ADJUSTED  
 AV1000* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AV1000  **This station is located in a subsidence area (see below).
 AV1000  ___________________________________________________________________
 AV1000  X           -    -205,828.579 (meters)                     COMP
 AV1000  Y           -  -5,543,539.558 (meters)                     COMP
 AV1000  Z           -   3,137,003.489 (meters)                     COMP
 AV1000  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AV1000  ELLIP HEIGHT-         -25.26  (meters)          (01/21/93) GPS OBS
 AV1000  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AV1000
 AV1000  HORZ ORDER  -  SECOND
 AV1000  ELLP ORDER  -  FOURTH    CLASS II
 AV1000
 AV1000.The horizontal coordinates were established by GPS observations
 AV1000.and adjusted by the National Geodetic Survey in January 1993..
 AV1000
 AV1000 ** The orthometric height has not been validated since last determined
 AV1000 ** by differential leveling and should not be used for control purposes.
 AV1000 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV1000 ** area with valid NAVD 88 orthometric heights.
 AV1000 ** The geoid height was determined by a new realization of GEOID03 for the
 AV1000 ** epoch indicated which incorporates improved geoid heights for the
 AV1000 ** Southern Louisiana Subsidence area.
 AV1000 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV1000
 AV1000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV1000
 AV1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV1000
 AV1000.The ellipsoidal height was determined by GPS observations
 AV1000.and is referenced to NAD 83.
 AV1000
 AV1000.The geoid height was determined by GEOID03.
 AV1000
 AV1000;                    North         East     Units Scale Factor Converg.
 AV1000;SPC LA S     -   128,083.473   923,221.685   MT  0.99994404   -0 23 47.5
 AV1000;SPC LA S     -   420,220.53  3,028,936.48   sFT  0.99994404   -0 23 47.5
 AV1000;UTM  15      - 3,280,668.416   584,551.409   MT  0.99968821   +0 25 56.1
 AV1000
 AV1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV1000!SPC LA S     -   1.00000397  x   0.99994404  =   0.99994801
 AV1000!UTM  15      -   1.00000397  x   0.99968821  =   0.99969218
 AV1000
 AV1000                          SUPERSEDED SURVEY CONTROL
 AV1000
 AV1000  NAD 83(1986)-  29 39 11.25948(N)    092 07 34.97626(W) AD(       ) 2
 AV1000  NGVD 29 (03/26/92)    0.8    (m)            3.     (f) GPS OBS        
 AV1000
 AV1000.Superseded values are not recommended for survey control.
 AV1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV1000.See file dsdata.txt to determine how the superseded data were derived.
 AV1000
 AV1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8455180668(NAD 83)
 AV1000_MARKER: DD = SURVEY DISK
 AV1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV1000_SP_SET: CONCRETE POST
 AV1000_STAMPING: FISH 1991
 AV1000_MARK LOGO: NOS   
 AV1000_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AV1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV1000+STABILITY: SURFACE MOTION
 AV1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV1000+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AV1000
 AV1000  HISTORY     - Date     Condition        Report By
 AV1000  HISTORY     - 1991     MONUMENTED       NOS
 AV1000
 AV1000                          STATION DESCRIPTION
 AV1000
 AV1000'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AV1000'THE STATION IS LOCATED SOUTH OF REDFISH POINT ON THE WEST SHORE
 AV1000'OF VERMILION BAY, JUST EAST OF THE MOUTH OF BAYOU PRIEN.
 AV1000'TO REACH THE STATION FROM THE PUBLIC BOAT RAMP IN INTRACOASTAL
 AV1000'CITY, PROCEED EAST ALONG THE INTRACOASTAL WATERWAY FOR APPROXIMATELY
 AV1000'2.09 KM (1.30 MI) TO FOUR MILE CUTOFF.  HEAD SOUTHEAST TO VERMILION
 AV1000'BAY.  ONCE IN VERMILION BAY HEAD SSW FOR APPROXIMATELY 8.85 KM
 AV1000'(5.50 MI) TO THE STATION JUST EAST OF BAYOU PRIEN.
 AV1000'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---FISH
 AV1000'1991--- ATTACHED TO A 42 INCH ALUMINUM ROD SET IS A 4 INCH DIAMETER
 AV1000'BY 4 FT (1.22 M) LONG WHITE PVC PIPE DRIVEN INTO THE GROUND.  THE
 AV1000'PIPE IS FILLED AND SURROUNDED BY CONCRETE.  THE STATION IS 0.19 KM
 AV1000'(0.12 MI) EAST OF BAYOU PRIEN, 7.62 M (25.00 FT) SOUTH OF THE NORTH
 AV1000'BANK, 9.45 M (31.00 FT) WEST OF THE EAST BANK AND 0.61 M (2.00 FT)
 AV1000'NORTH OF A WITNESS POST.
 AV1000'DESCRIBED BY A.L. GRIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1024 ***********************************************************************
 AT1024  DESIGNATION -  FISH 1955
 AT1024  PID         -  AT1024
 AT1024  STATE/COUNTY-  LA/PLAQUEMINES
 AT1024  USGS QUAD   -  GARDEN ISLAND PASS (1971)
 AT1024
 AT1024                         *CURRENT SURVEY CONTROL
 AT1024  ___________________________________________________________________
 AT1024* NAD 83(1992)-  29 03 56.07886(N)    089 04 09.40235(W)     ADJUSTED  
 AT1024* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1024  ___________________________________________________________________
 AT1024  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AT1024  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AT1024
 AT1024  HORZ ORDER  -  THIRD
 AT1024
 AT1024.The horizontal coordinates were established by classical geodetic methods
 AT1024.and adjusted by the National Geodetic Survey in January 1993..
 AT1024
 AT1024.The orthometric height was scaled from a topographic map.
 AT1024
 AT1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1024
 AT1024.The geoid height was determined by GEOID03.
 AT1024
 AT1024;                    North         East     Units Scale Factor Converg.
 AT1024;SPC LA S     -    64,871.891 1,220,466.068   MT  1.00005788   +1 07 55.4
 AT1024;SPC LA S     -   212,833.86  4,004,145.76   sFT  1.00005788   +1 07 55.4
 AT1024;UTM  16      - 3,217,018.766   298,556.474   MT  1.00010077   -1 00 20.2
 AT1024
 AT1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1024!SPC LA S     -   1.00000377  x   1.00005788  =   1.00006165
 AT1024!UTM  16      -   1.00000377  x   1.00010077  =   1.00010454
 AT1024
 AT1024                          SUPERSEDED SURVEY CONTROL
 AT1024
 AT1024  NAD 83(1986)-  29 03 56.08090(N)    089 04 09.41539(W) AD(       ) 3
 AT1024  NAD 27      -  29 03 55.26400(N)    089 04 09.24400(W) AD(       ) 3
 AT1024
 AT1024.Superseded values are not recommended for survey control.
 AT1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1024.See file dsdata.txt to determine how the superseded data were derived.
 AT1024
 AT1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9855617019(NAD 83)
 AT1024_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT1024_SETTING: 0 = UNSPECIFIED SETTING
 AT1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1024
 AT1024  HISTORY     - Date     Condition        Report By
 AT1024  HISTORY     - 1955     MONUMENTED       CGS
 AT1024  HISTORY     - 1970     POOR             NGS
 AT1024
 AT1024                          STATION DESCRIPTION
 AT1024
 AT1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1024'ON THE EAST EDGE OF THE MISSISSIPPI RIVER DELTA, ABOUT 22.2 MILES
 AT1024'SOUTHEAST OF
 AT1024'VENICE, ABOUT 12.6 MILES EAST SOUTHEAST OF THE HEAD OF
 AT1024'THE PASSES, AT THE EAST END OF
 AT1024'GARDEN ISLAND BAY, AND AT THE MOUTH OF
 AT1024'REDFISH BAY, ON A SMALL ISLAND, THE NORTHWESTERLY
 AT1024'OF A GROUP OF SMALL
 AT1024'ISLANDS OF THE TYPE KNOWN LOCALLY AS MUD LUMPS, 77 METERS WEST FROM
 AT1024'THE EAST TIP OF
 AT1024'THE ISLAND, 52 METERS EAST FROM THE WEST TIP OF THE
 AT1024'ISLAND, 14 METERS NORTH OF THE
 AT1024'SOUTH SHORE OF THE ISLAND, 19 METERS
 AT1024'SOUTH OF THE NORTH SHORE OF THE ISLAND, AND ABOUT
 AT1024'6 FEET ABOVE MEAN
 AT1024'HIGHWATER, A STANDARD TOPOGRAPHIC DISK STAMPED FISH 1955 SET IN THE
 AT1024'TOP OF A 6-FOOT
 AT1024'LENGTH OF FIBER SOIL PIPE PROJECTING 195 FEET.
 AT1024
 AT1024                          STATION RECOVERY (1970)
 AT1024
 AT1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1024'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2457 ***********************************************************************
 AU2457  DESIGNATION -  FISH 2
 AU2457  PID         -  AU2457
 AU2457  STATE/COUNTY-  LA/TERREBONNE
 AU2457  USGS QUAD   -  POINT AU FER (1987)
 AU2457
 AU2457                         *CURRENT SURVEY CONTROL
 AU2457  ___________________________________________________________________
 AU2457* NAD 83(1992)-  29 19 18.31449(N)    091 17 25.21376(W)     ADJUSTED  
 AU2457* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2457  ___________________________________________________________________
 AU2457  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2457  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AU2457
 AU2457  HORZ ORDER  -  THIRD
 AU2457
 AU2457.The horizontal coordinates were established by classical geodetic methods
 AU2457.and adjusted by the National Geodetic Survey in January 1993..
 AU2457.No horizontal observational check was made to the station.
 AU2457
 AU2457.The orthometric height was scaled from a topographic map.
 AU2457
 AU2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2457
 AU2457.The geoid height was determined by GEOID03.
 AU2457
 AU2457;                    North         East     Units Scale Factor Converg.
 AU2457;SPC LA S     -    91,089.664 1,004,176.441   MT  0.99999547   +0 01 17.4
 AU2457;SPC LA S     -   298,850.01  3,294,535.54   sFT  0.99999547   +0 01 17.4
 AU2457;UTM  15      - 3,244,847.257   666,015.648   MT  0.99994009   +0 50 14.8
 AU2457
 AU2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2457!SPC LA S     -   1.00000390  x   0.99999547  =   0.99999937
 AU2457!UTM  15      -   1.00000390  x   0.99994009  =   0.99994399
 AU2457
 AU2457|---------------------------------------------------------------------|
 AU2457| PID    Reference Object                     Distance      Geod. Az  |
 AU2457|                                                           dddmmss.s |
 AU2457| CV9792 FISH 2 RM 4                          29.654 METERS 12238     |
 AU2457| CV9791 FISH 2 RM 3                          25.622 METERS 18032     |
 AU2457| AU2455 T20S R11E GLO 1961                   33.199 METERS 21719     |
 AU2457| AU2462 EUGENE ISLAND LIGHT                 APPROX.10.7 KM 3014249.4 |
 AU2457| AU2453 FISH                                 46.878 METERS 33437     |
 AU2457|---------------------------------------------------------------------|
 AU2457
 AU2457                          SUPERSEDED SURVEY CONTROL
 AU2457
 AU2457  NAD 83(1986)-  29 19 18.34035(N)    091 17 25.21477(W) AD(       ) 3
 AU2457  NAD 27      -  29 19 17.55300(N)    091 17 24.82300(W) AD(       ) 3
 AU2457
 AU2457.Superseded values are not recommended for survey control.
 AU2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2457.See file dsdata.txt to determine how the superseded data were derived.
 AU2457
 AU2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6601644847(NAD 83)
 AU2457_MARKER: DS = TRIANGULATION STATION DISK
 AU2457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2457_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2457
 AU2457  HISTORY     - Date     Condition        Report By
 AU2457  HISTORY     - 1961     MONUMENTED       CGS
 AU2457
 AU2457                          STATION DESCRIPTION
 AU2457
 AU2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2457'THE STATION IS LOCATED ABOUT 25 MILES SOUTH OF MORGAN CITY
 AU2457'ON THE SOUTHEASTERN SHORE OF THE ATCHAFALAYA BAY, ABOUT 5.8
 AU2457'MILES EAST SOUTHEAST OF EUGENE ISLAND LIGHT ON FISHING POINT
 AU2457'OF POINT AU FER ISLAND.  IT IS IN THE MARSH ABOUT 55 FEET
 AU2457'SOUTHEAST OF THE HIGH WATER LINE (SHELL BANK) ON THE NORTH
 AU2457'BANK AND ABOUT 120 FEET EAST OF THE POINT.  THE STATION
 AU2457'IS MARKED BY A STANDARD DISK STAMPED FISH 2 1961 CLAMPED
 AU2457'TO THE TOP OF A 5/8 INCH X 16 FOOT COPPER ROD DRIVEN INTO
 AU2457'THE MARSH.  THE TOP PORTION OF THE MARK IS ENCASED IN A 5
 AU2457'FOOT SECTION OF 6 INCH ORANGEBURG PIPE FILLED WITH CONCRETE.
 AU2457'THE STATION PROJECTS 1.5 FEET ABOVE THE MARSH.
 AU2457'
 AU2457'R.M. 3 IS IN THE MARSH ABOUT 57 FEET EAST OF THE HIGH WATER
 AU2457'LINE AND 84 FEET SOUTH OF THE STATION.  IT IS MARKED BY A
 AU2457'STANDARD DISK STAMPED FISH 2 NO 3 1961, BRAZED IN THE TOP
 AU2457'OF A 2-1/2 INCH CAST IRON PIPE WHICH PROJECTS 2-1/2 FEET ABOVE
 AU2457'THE MARSH.  THE CAST IRON PIPE WAS DRIVEN 7-1/2 FEET BELOW
 AU2457'THE MARSH AND ENCASED IN A MASS OF CONCRETE.
 AU2457'
 AU2457'R.M. 4 IS IN THE MARSH ABOUT 108 FEET SOUTH OF THE HIGHWATER
 AU2457'LINE (SHELL BANK) ON THE NORTH BANK AND 97 FEET EAST SOUTHEAST
 AU2457'OF THE STATION.  IT IS MARKED BY A STANDARD DISK STAMPED
 AU2457'FISH 2 NO 4 1961, BRAZED IN THE TOP OF A 2-1/2 INCH CAST
 AU2457'IRON PIPE WHICH PROJECTS 2-1/2 FEET ABOVE THE MARSH.  THE
 AU2457'CAST IRON PIPE WAS DRIVEN 7-1/2 FEET INTO THE MARSH AND
 AU2457'ENCASED IN A MASS OF CONCRETE.
 AU2457'
 AU2457'THE GENERAL LAND OFFICE MONUMENT IS LOCATED ON THE HIGH WATER
 AU2457'LINE AND 109 FEET SOUTHWEST OF THE STATION.  THE MARK IS A
 AU2457'GENERAL LAND OFFICE DISK STAMPED T 20 S R 11 E SET IN THE
 AU2457'TOP OF A 10 IN ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 AU2457'FOOT ABOVE THE GROUND.
 AU2457'
 AU2457'STATION CAN BE REACHED ONLY BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1635 ***********************************************************************
 CP1635  DESIGNATION -  FISHER
 CP1635  PID         -  CP1635
 CP1635  STATE/COUNTY-  LA/TENSAS
 CP1635  USGS QUAD   -  NEWLIGHT (1987)
 CP1635
 CP1635                         *CURRENT SURVEY CONTROL
 CP1635  ___________________________________________________________________
 CP1635* NAD 83(1992)-  32 03 05.91578(N)    091 24 26.02863(W)     ADJUSTED  
 CP1635* NAVD 88     -        21.63   (+/-2cm)      71.0    (feet)  VERTCON   
 CP1635  ___________________________________________________________________
 CP1635  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CP1635  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1635
 CP1635  HORZ ORDER  -  SECOND
 CP1635  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1635
 CP1635.The horizontal coordinates were established by classical geodetic methods
 CP1635.and adjusted by the National Geodetic Survey in May 1994..
 CP1635
 CP1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1635.The vertical order pertains to the NGVD 29 superseded value.
 CP1635
 CP1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1635
 CP1635.The geoid height was determined by GEOID03.
 CP1635
 CP1635;                    North         East     Units Scale Factor Converg.
 CP1635;SPC LA N     -   172,558.801 1,103,191.068   MT  0.99991746   +0 34 39.9
 CP1635;SPC LA N     -   566,136.67  3,619,386.03   sFT  0.99991746   +0 34 39.9
 CP1635;UTM  15      - 3,547,269.325   650,369.761   MT  0.99987885   +0 50 43.5
 CP1635
 CP1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1635!SPC LA N     -   1.00000073  x   0.99991746  =   0.99991819
 CP1635!UTM  15      -   1.00000073  x   0.99987885  =   0.99987958
 CP1635
 CP1635|---------------------------------------------------------------------|
 CP1635| PID    Reference Object                     Distance      Geod. Az  |
 CP1635|                                                           dddmmss.s |
 CP1635| CP1636 FISHER RM 1                          15.737 METERS 03035     |
 CP1635| CP1633 FISHER AZ MK 2                                     1295148.7 |
 CP1635| CP2951 FISHER LDH 1971 RM 2                 12.048 METERS 17345     |
 CP1635| CP1637 FISHER AZ MK                                       3155200.5 |
 CP1635|---------------------------------------------------------------------|
 CP1635
 CP1635                          SUPERSEDED SURVEY CONTROL
 CP1635
 CP1635  NAD 83(1992)-  32 03 05.92231(N)    091 24 26.02706(W) AD(       ) 2
 CP1635  NAD 83(1986)-  32 03 05.92761(N)    091 24 26.02499(W) AD(       ) 2
 CP1635  NAD 27      -  32 03 05.36827(N)    091 24 25.60351(W) AD(       ) 2
 CP1635  NGVD 29 (??/??/92)   21.644  (m)           71.01   (f) ADJ UNCH    2 1
 CP1635
 CP1635.Superseded values are not recommended for survey control.
 CP1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1635.See file dsdata.txt to determine how the superseded data were derived.
 CP1635
 CP1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5037047269(NAD 83)
 CP1635_MARKER: DB = BENCH MARK DISK
 CP1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1635_STAMPING: FISHER 1971
 CP1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1635+STABILITY: SURFACE MOTION
 CP1635
 CP1635  HISTORY     - Date     Condition        Report By
 CP1635  HISTORY     - 1971     MONUMENTED       LADTD
 CP1635  HISTORY     - 1974     GOOD             NGS
 CP1635  HISTORY     - 1974     GOOD             LADTD
 CP1635  HISTORY     - 1980     GOOD             LADTD
 CP1635
 CP1635                          STATION DESCRIPTION
 CP1635
 CP1635'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP1635'THE STATION IS LOCATED 11 MILES WEST OF NEWELLTON, 13 MILES
 CP1635'NORTHWEST OF ST. JOSEPH AND 17 MILES NORTH OF WATERPROOF, IN
 CP1635'THE NORTHEAST 1/4 OF SECTION 2, T12N, R10E, AND ON THE PROPERTY
 CP1635'OWNED BY FISHER LUMBER COMPANY, ADDRESS CALVIN RABB, ROUTE 2,
 CP1635'ST. JOSEPH, TELEPHONE 4537.
 CP1635'
 CP1635'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ST. JOSEPH
 CP1635'ON STATE HIGHWAY 128, DRIVE NORTHWEST ALONG STATE HIGHWAY 128
 CP1635'FOR 14.2 MILES TO THE LAKE MARYDALE AREA.  THE STATION IS SET ON
 CP1635'THE LEFT AND SOUTHWEST OF THE HIGHWAY NEAR A FIELD ROAD AND A
 CP1635'POWER POLE.
 CP1635'
 CP1635'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CP1635'STATE HIGHWAY 128 FOR 0.3 MILE TO THE MARK WHICH IS SET ON THE
 CP1635'RIGHT AND NORTHEAST OF THE HIGHWAY NEAR A PECAN TREE AND A CULVERT.
 CP1635'
 CP1635'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTHEAST ALONG
 CP1635'STATE HIGHWAY 128 FOR 1 MILE TO THE MARK WHICH IS SET ON THE
 CP1635'LEFT AND EAST OF THE HIGHWAY NEAR A POWER POLE AND A GUM TREE.
 CP1635'
 CP1635'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP1635'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP1635'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP1635'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP1635'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP1635'SURFACE.  THEY ARE STAMPED FISHER 1971.  THE MARK IS 89 FEET
 CP1635'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 128, 52 FEET
 CP1635'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN AT R.M. 1, 51
 CP1635'FEET SOUTH-SOUTHWEST OF A POWER POLE, 17 FEET WEST-NORTHWEST
 CP1635'OF THE CENTER OF A FIELD ROAD, AND 6 FEET NORTHEAST OF A BRACE
 CP1635'POLE.
 CP1635'
 CP1635'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP1635'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP1635'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP1635'THE GROUND.  IT IS STAMPED FISHER R.M. 1 1971.  IT IS 57 FEET
 CP1635'NORTHEAST OF A BRACE POLE, 39 FEET SOUTHWEST OF THE CENTER OF
 CP1635'STATE HIGHWAY 128, 29 FEET NORTHWEST OF THE CENTER OF A FIELD
 CP1635'ROAD, 2 FEET EAST OF A POWER POLE, AND 1.5 FEET SOUTHEAST OF
 CP1635'A METAL WITNESS POST AND SIGN.
 CP1635'
 CP1635'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP1635'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP1635'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP1635'GROUND.  IT IS STAMPED FISHER R.M. 2 1971.  IT IS 115 FEET
 CP1635'SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 128, 87 FEET
 CP1635'SOUTH OF A POWER POLE, 86 FEET SOUTH OF A POWER POLE, AND 14
 CP1635'FEET EAST-SOUTHEAST OF THE CENTER OF A FIELD ROAD.
 CP1635'
 CP1635'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP1635'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP1635'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP1635'GROUND.  IT IS STAMPED FISHER AZ.MK. 1971.  IT IS 117 FEET
 CP1635'NORTHWEST OF THE WEST END OF A CONCRETE CULVERT, 35 FEET
 CP1635'NORTHEAST OF THE CENTER OF STATE HIGHWAY 128, 13 FEET NORTHEAST
 CP1635'OF THE EAST END OF A METAL CULVERT, 7 FEET SOUTHWEST OF AN
 CP1635'8 INCH PECAN TREE, AND 1.5 FEET NORTHEAST OF A METAL WITNESS
 CP1635'POST AND SIGN.
 CP1635'
 CP1635'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP1635'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP1635'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP1635'IS STAMPED FISHER AZ.MK 2 1971.  IT IS 68 FEET WEST-NORTHWEST
 CP1635'OF A 14 INCH GUM TREE, 72 FEET NORTH OF A POWER POLE, 31 FEET
 CP1635'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 128, AND 2 FEET
 CP1635'WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CP1635'
 CP1635'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP1635
 CP1635                          STATION RECOVERY (1974)
 CP1635
 CP1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PHA)
 CP1635'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK AND
 CP1635'AZIMUTH MARK 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CP1635'
 CP1635'TO REACH THE STATION FROM DAVIDSON HIGH SCHOOL IN ST. JOSEPH, DRIVE
 CP1635'NORTHWEST ALONG LOUISIANA HIGHWAY 128 ABOUT 3.10 MILES TO THE
 CP1635'INTERSECTION OF LOUISIANA HIGHWAY 128 AND U.S. HIGHWAY 65.  THENCE
 CP1635'ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 65 TO THE
 CP1635'INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 128.  THENCE
 CP1635'ABOUT 11.35 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128.  THE
 CP1635'STATION IS SET ON THE LEFT AND SOUTHWEST OF THE HIGHWAY NEAR A
 CP1635'FIELD ROAD AND POWER POLE.
 CP1635'
 CP1635'TO REACH ROAD AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CP1635'LOUISIANA HIGHWAY 128 FOR 0.35 MILE TO THE MARK WHICH IS SET ON THE
 CP1635'RIGHT AND NORTHEAST OF THE HIGHWAY NEAR A CULVERT.
 CP1635'
 CP1635'TO REACH THE AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTHEAST ALONG
 CP1635'LOUISIANA HIGHWAY 128 FOR 0.80 MILE TO THE MARK WHICH IS SET ON THE
 CP1635'LEFT AND EAST OF THE HIGHWAY NEAR A WOODS ROAD.
 CP1635'
 CP1635'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP1635'U.S. COAST AND GEODETIC SURVEY DISK STAMPED FISHER 1971.  IT IS SET
 CP1635'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET FLUSH
 CP1635'WITH THE GROUND.  IT IS 89.6 FEET SOUTHWEST OF THE CENTERLINE OF
 CP1635'LOUISIANA HIGHWAY 128, 50.8 FEET NORTHWEST OF A POWER POLE
 CP1635'AND 16.5 FEET WEST OF THE CENTERLINE OF A DIRT FARM ROAD.  A STEEL
 CP1635'WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
 CP1635'
 CP1635'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP1635'U.S. COAST AND GEODETIC SURVEY DISK STAMPED FISHER. RM 1. 1971.  IT
 CP1635'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET
 CP1635'FLUSH WITH THE GROUND.  IT IS 38.6 FEET SOUTHWEST OF THE CENTERLINE
 CP1635'OF LOUISIANA HIGHWAY 128, 1.6 FEET SOUTHEAST OF A POWER POLE
 CP1635'AND 26.0 FEET NORTHWEST OF THE CENTERLINE OF A DIRT FARM ROAD.  A
 CP1635'STEEL WITNESS POST IS SET 2.0 FEET NORTHWEST OF THE MARK.
 CP1635'
 CP1635'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP1635'U.S. COAST AND GEODETIC SURVEY DISK STAMPED FISHER. RM 2. 1971. IT
 CP1635'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET
 CP1635'FLUSH WITH THE GROUND.  IT IS 116.2 FEET SOUTHWEST OF THE
 CP1635'CENTERLINE OF LOUISIANA HIGHWAY 128, 86.3 FEET SOUTH OF A POWER
 CP1635'POLE AND 12.3 FEET EAST OF THE CENTERLINE OF A DIRT FARM ROAD.  A
 CP1635'STEEL WITNESS POST IS SET 1.0 FOOT NORTHWEST OF THE MARK.
 CP1635'
 CP1635'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP1635'U.S. COAST AND GEODETIC SURVEY DISK STAMPED FISHER. AZ. MK. 1971.
 CP1635'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET
 CP1635'FLUSH WITH THE GROUND.  IT IS 35.0 FEET NORTHEAST OF THE CENTERLINE
 CP1635'OF LOUISIANA HIGHWAY 128, 115.0 FEET NORTHWEST OF THE NORTHWEST
 CP1635'CORNER OF A CONCRETE CULVERT HEADWALL, 15.5 FEET SOUTHEAST OF THE
 CP1635'CENTERLINE OF A DIRT ROAD, AND 1.9 FEET NORTHEAST OF A METAL WITNESS
 CP1635'POST AND SIGN.
 CP1635'
 CP1635'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP1635'U.S. COAST AND GEODETIC SURVEY DISK STAMPED FISHER. AZ. MK2. 1971.
 CP1635'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT PROJECTING 2
 CP1635'INCHES ABOVE THE GROUND.  IT IS 30.6 FEET NORTHEAST OF THE
 CP1635'CENTERLINE OF LOUISIANA HIGHWAY 128, 16.5 FEET NORTHWEST OF THE
 CP1635'CENTERLINE OF A DIM WOODS ROAD, AND 2.0 FEET NORTHWEST OF A METAL
 CP1635'WITNESS POST AND SIGN.
 CP1635
 CP1635                          STATION RECOVERY (1974)
 CP1635
 CP1635'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 CP1635'14.70 MI NW FROM ST JOSEPH.
 CP1635'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1635'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1635'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1635'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1635'HIGHWAY 128.  THENCE ABOUT 11.35 MILES NORTHWEST ALONG LOUISIANA
 CP1635'HIGHWAY 128.  IT IS 89.6 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA
 CP1635'HIGHWAY 128, 50.8 FEET NORTHWEST OF A POWERPOLE, 16.5 FEET WEST OF THE
 CP1635'CENTERLINE OF A DIRT FARM ROAD.  SET IN TOP OF A CONCRETE POST SET
 CP1635'FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH OF
 CP1635'THE MARK.
 CP1635
 CP1635                          STATION RECOVERY (1980)
 CP1635
 CP1635'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2929 ***********************************************************************
 AU2929  DESIGNATION -  FISHER
 AU2929  PID         -  AU2929
 AU2929  STATE/COUNTY-  LA/LAFOURCHE
 AU2929  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2929
 AU2929                         *CURRENT SURVEY CONTROL
 AU2929  ___________________________________________________________________
 AU2929* NAD 83(1992)-  29 17 48.98619(N)    090 04 34.09011(W)     ADJUSTED  
 AU2929* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2929  **This station is located in a subsidence area (see below).
 AU2929  ___________________________________________________________________
 AU2929  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU2929  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AU2929
 AU2929  HORZ ORDER  -  SECOND
 AU2929
 AU2929.The horizontal coordinates were established by classical geodetic methods
 AU2929.and adjusted by the National Geodetic Survey in January 1993..
 AU2929
 AU2929 ** The orthometric height has not been validated since last determined
 AU2929 ** by differential leveling and should not be used for control purposes.
 AU2929 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2929 ** area with valid NAVD 88 orthometric heights.
 AU2929 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2929 ** epoch indicated which incorporates improved geoid heights for the
 AU2929 ** Southern Louisiana Subsidence area.
 AU2929 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2929.The orthometric height was scaled from a topographic map.
 AU2929
 AU2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2929
 AU2929.The geoid height was determined by GEOID03.
 AU2929
 AU2929;                    North         East     Units Scale Factor Converg.
 AU2929;SPC LA S     -    89,008.606 1,122,145.800   MT  1.00000065   +0 37 43.0
 AU2929;SPC LA S     -   292,022.40  3,681,573.35   sFT  1.00000065   +0 37 43.0
 AU2929;UTM  15      - 3,244,433.099   784,031.104   MT  1.00059559   +1 25 54.2
 AU2929;UTM  16      - 3,244,812.633   201,169.529   MT  1.00070207   -1 30 23.0
 AU2929
 AU2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2929!SPC LA S     -   1.00000379  x   1.00000065  =   1.00000444
 AU2929!UTM  15      -   1.00000379  x   1.00059559  =   1.00059938
 AU2929!UTM  16      -   1.00000379  x   1.00070207  =   1.00070586
 AU2929
 AU2929:                Primary Azimuth Mark                     Grid Az
 AU2929:SPC LA S     -  GRAND ISLE CATC MICROWAVE MAST           111 28 33.2
 AU2929:UTM  15      -  GRAND ISLE CATC MICROWAVE MAST           110 40 22.0
 AU2929:UTM  16      -  GRAND ISLE CATC MICROWAVE MAST           113 36 39.2
 AU2929
 AU2929|---------------------------------------------------------------------|
 AU2929| PID    Reference Object                     Distance      Geod. Az  |
 AU2929|                                                           dddmmss.s |
 AU2929| AT1207 GRAND ISLE CATC MICROWAVE MAST      APPROX.11.7 KM 1120616.2 |
 AU2929| AT1215 GRAND ISLE HUMBLE COMMUN TOWER      APPROX.11.5 KM 1131913.0 |
 AU2929| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX.11.2 KM 1230720.4 |
 AU2929| DD6662 FISHER RM 1                           9.497 METERS 19146     |
 AU2929| DD6661 FISHER AZ MK                                       2721055.0 |
 AU2929| DD6663 FISHER RM 2                           9.446 METERS 31701     |
 AU2929|---------------------------------------------------------------------|
 AU2929
 AU2929                          SUPERSEDED SURVEY CONTROL
 AU2929
 AU2929  NAD 83(1986)-  29 17 49.00050(N)    090 04 34.09929(W) AD(       ) 2
 AU2929  NAD 27      -  29 17 48.18734(N)    090 04 33.83140(W) AD(       ) 2
 AU2929
 AU2929.Superseded values are not recommended for survey control.
 AU2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2929.See file dsdata.txt to determine how the superseded data were derived.
 AU2929
 AU2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8403144433(NAD 83)
 AU2929_MARKER: DS = TRIANGULATION STATION DISK
 AU2929_SETTING: 0 = UNSPECIFIED SETTING
 AU2929
 AU2929  HISTORY     - Date     Condition        Report By
 AU2929  HISTORY     - 1966     MONUMENTED       CGS
 AU2929
 AU2929                          STATION DESCRIPTION
 AU2929
 AU2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2929'THE STATION IS ABOUT 7 MILES NORTHWEST OF GRAND ISLE, ON A SMALL
 AU2929'ISLAND SOUTHEAST OF FISHERMAN BAY, ON THE NORTH SHORE OF BAY
 AU2929'TAMBOUR AND ON AN 8 FOOT HIGH SPOIL BANK ON THE WEST BANK OF
 AU2929'A PIPE LINE CANAL.
 AU2929'
 AU2929'THE STATION MARK IS A STANDARD DISK STAMPED FISHER 1966,
 AU2929'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32
 AU2929'FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 AU2929'PROJECTS 2.2 FEET.  IT IS 2 FEET SOUTHWEST OF A METAL WITNESS
 AU2929'POST, 17 FEET NORTHWEST OF THE SOUTH END OF A 12 FOOT WIDE
 AU2929'WATER FILLED DITCH AND ABOUT 60 YARDS NORTH-NORTHWEST OF A 12
 AU2929'INCH PILING IN THE PIPE LINE CANAL WHICH PROJECTS 8 FEET
 AU2929'ABOVE THE WATER.
 AU2929'
 AU2929'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FISHER NO
 AU2929'1 1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND
 AU2929'ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 AU2929'WHICH PROJECTS 1.8 FEET.  IT IS 12 WEST OF THE WATER FILLED
 AU2929'DITCH AND 33 FEET EAST OF THE METAL WITNESS POST.
 AU2929'
 AU2929'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FISHER NO 2
 AU2929'1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AU2929'FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 AU2929'PROJECTS 2.1 FEET.  IT IS 31 FEET SOUTHEAST OF THE METAL WITNESS
 AU2929'POST.
 AU2929'
 AU2929'AZIMUTH MARK IS A STANDARD DISK STAMPED FISHER 1966, CRIMPED
 AU2929'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET
 AU2929'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS
 AU2929'2.4 FEET.  IT IS 1 FOOT NORTH OF A METAL WITNESS POST AND ABOUT
 AU2929'175 FEET NORTH OF THE NORTH EDGE OF THE WATER.
 AU2929'
 AU2929'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ACROSS
 AU2929'MARSHY GROUND FOR ABOUT 0.25 MILE TO THE MARK ABOUT 200 FEET
 AU2929'NORTH OF A SANDY BEACH.
 AU2929'
 AU2929'NOTE--STATION CAN BE REACHED BY BOAT OR FLOAT PLANE.
 AU2929'
 AU2929'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2848 ***********************************************************************
 BX2848  DESIGNATION -  FISHER
 BX2848  PID         -  BX2848
 BX2848  STATE/COUNTY-  LA/SABINE
 BX2848  USGS QUAD   -  MANY (1994)
 BX2848
 BX2848                         *CURRENT SURVEY CONTROL
 BX2848  ___________________________________________________________________
 BX2848* NAD 83(1992)-  31 32 05.80219(N)    093 25 23.30347(W)     ADJUSTED  
 BX2848* NAVD 88     -       144.8    (meters)     475.     (feet)  VERTCON   
 BX2848  ___________________________________________________________________
 BX2848  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 BX2848  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX2848
 BX2848  HORZ ORDER  -  FIRST
 BX2848
 BX2848.The horizontal coordinates were established by classical geodetic methods
 BX2848.and adjusted by the National Geodetic Survey in January 1993..
 BX2848
 BX2848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2848
 BX2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2848
 BX2848.The geoid height was determined by GEOID03.
 BX2848
 BX2848;                    North         East     Units Scale Factor Converg.
 BX2848;SPC LA N     -   115,123.298   912,338.796   MT  0.99993691   -0 29 17.0
 BX2848;SPC LA N     -   377,700.35  2,993,231.53   sFT  0.99993691   -0 29 17.0
 BX2848;UTM  15      - 3,488,967.326   459,831.597   MT  0.99961990   -0 13 16.7
 BX2848
 BX2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2848!SPC LA N     -   0.99998141  x   0.99993691  =   0.99991832
 BX2848!UTM  15      -   0.99998141  x   0.99961990  =   0.99960132
 BX2848
 BX2848|---------------------------------------------------------------------|
 BX2848| PID    Reference Object                     Distance      Geod. Az  |
 BX2848|                                                           dddmmss.s |
 BX2848| BX2847 FISHER BOISE SO MICROWAVE           157.332 METERS 01016     |
 BX2848| CV7586 FISHER RM 1                          42.721 METERS 02054     |
 BX2848| BX2846 FISHER LOT                           31.555 METERS 07029     |
 BX2848| CV7587 FISHER RM 2                          27.790 METERS 12234     |
 BX2848| BX2932 PEASON LOT                          APPROX.14.1 KM 1331051.0 |
 BX2848| CV7585 FISHER AZ MK                                       1821339.4 |
 BX2848| BX2954 NEGREET                             APPROX.12.6 KM 2473015.5 |
 BX2848| BX2852 MANY MUN TANK                       APPROX. 6.5 KM 3041244.2 |
 BX2848| BX2851 MANY NE MUN TANK                    APPROX. 6.4 KM 3115113.4 |
 BX2848|---------------------------------------------------------------------|
 BX2848
 BX2848                          SUPERSEDED SURVEY CONTROL
 BX2848
 BX2848  NAD 83(1986)-  31 32 05.81529(N)    093 25 23.29762(W) AD(       ) 1
 BX2848  NAD 27      -  31 32 05.18595(N)    093 25 22.67443(W) AD(       ) 1
 BX2848  NGVD 29 (07/19/86)  144.9    (m)          475.     (f) VERT ANG       
 BX2848
 BX2848.Superseded values are not recommended for survey control.
 BX2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2848.See file dsdata.txt to determine how the superseded data were derived.
 BX2848
 BX2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5983288967(NAD 83)
 BX2848_MARKER: DS = TRIANGULATION STATION DISK
 BX2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2848
 BX2848  HISTORY     - Date     Condition        Report By
 BX2848  HISTORY     - 1971     MONUMENTED       NGS
 BX2848  HISTORY     - 1980     POOR             LADTD
 BX2848  HISTORY     - 20010922 GOOD             USPSQD
 BX2848
 BX2848                          STATION DESCRIPTION
 BX2848
 BX2848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2848'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTHEAST OF MANY, 6-1/2
 BX2848'MILES NORTHEAST OF FLORIEN IN THE NORTHWEST 1/4 OF SECTION 5, T 6 N,
 BX2848'R 10 W, NEAR THE FISHER LOOKOUT TOWER AND ON LAND OWNED BY THE
 BX2848'LOUISIANA STATE FOREST SERVICE, NATCHITOCHES, LOUISIANA.
 BX2848'
 BX2848'TO REACH THE STATION FROM THE POST OFFICE IN MANY, GO EAST ON US
 BX2848'HIGHWAY AND STATE HIGHWAY 6 FOR 0.6 MILE TO THE JUNCTION OF US
 BX2848'HIGHWAY 171 AND STATE HIGHWAY 6.  TURN RIGHT AND GO SOUTHEASTERLY ON
 BX2848'US HIGHWAY 171 FOR 2.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 BX2848'AND GO SOUTH ON PAVED ROAD FOR 0.55 MILE TO A PAVED ROAD LEFT.  TURN
 BX2848'LEFT AND GO EAST AND SOUTHERLY FOR 0.9 MILE TO A SIDE ROAD RIGHT
 BX2848'AND END OF PAVEMENT.  CONTINUE SOUTHERLY ON GRAVELED ROAD FOR
 BX2848'0.75 MILE TO A T-ROAD JUNCTION.  TURN LEFT AND GO 0.1 MILE TO A
 BX2848'SIDE ROAD LEFT.  CONTINUE EASTERLY ON GRAVELED ROAD FOR 0.7 MILE
 BX2848'TO A FORK.  TAKE LEFT FORK AND GO NORTHEAST ON GRAVELED ROAD FOR
 BX2848'0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 BX2848'GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 BX2848'
 BX2848'THE STATION MARKS ARE STANDARD DISKS STAMPED FISHER 1971.  THE
 BX2848'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2848'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET WEST
 BX2848'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 41 FEET SOUTHEAST OF AN
 BX2848'18-INCH PINE TREE, 36 FEET NORTH OF THE CENTER OF A CATTLE GUARD,
 BX2848'14 FEET EAST OF A FENCE AND 16 FEET SOUTHEAST OF A METAL WITNESS POST
 BX2848'WITH SIGN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BX2848'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 BX2848'
 BX2848'REFERENCE MARK 1, A STANDARD DISK STAMPED FISHER NO 1 1971, IS SET
 BX2848'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2848'WITH THE GROUND SURFACE.  IT IS 30 FEET EAST OF A 12-INCH PINE
 BX2848'TREE, 25 FEET NORTHWEST OF A 16 INCH OAK TREE AND 1 FOOT SOUTH OF A
 BX2848'FENCE.
 BX2848'
 BX2848'REFERENCE MARK 2, A STANDARD DISK STAMPED FISHER NO 2 1971, IS SET
 BX2848'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2848'WITH THE GROUND SURFACE.  IT IS 74 FEET SOUTH OF THE SOUTHWEST LEG
 BX2848'OF THE LOOKOUT TOWER, 13 FEET SOUTHWEST OF A POWERLINE POLE, 9
 BX2848'FEET WEST OF A GATE AND 1 FOOT NORTH OF A FENCE.
 BX2848'
 BX2848'AZIMUTH MARK, A STANDARD DISK IS STAMPED FISHER 1971, IS SET IN THE
 BX2848'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BX2848'INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET WEST OF THE CENTER
 BX2848'OF A GRAVELED ROAD, 6 FEET NORTHWEST OF A 12-INCH PINE TREE AND
 BX2848'2 FEET WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 BX2848'
 BX2848'NEAREST TOWN--MANY.
 BX2848'
 BX2848'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 BX2848
 BX2848                          STATION RECOVERY (1980)
 BX2848
 BX2848'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BX2848'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN POOR CONDITION.  THE
 BX2848'SURFACE MARK HAS BEEN STRUCK BY FARM MACHINERY.  THE MARK SHOULD BE
 BX2848'SET LOWER.
 BX2848'
 BX2848'THE AZIMUTH MARK, AZIMUTH MARK 2 AND REFERENCE 1 WERE FOUND TO BE IN
 BX2848'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND.
 BX2848
 BX2848                          STATION RECOVERY (2001)
 BX2848
 BX2848'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1637 ***********************************************************************
 CP1637  DESIGNATION -  FISHER AZ MK
 CP1637  PID         -  CP1637
 CP1637  STATE/COUNTY-  LA/TENSAS
 CP1637  USGS QUAD   -  NEWLIGHT (1987)
 CP1637
 CP1637                         *CURRENT SURVEY CONTROL
 CP1637  ___________________________________________________________________
 CP1637* NAD 83(1986)-  32 03 21.     (N)    091 24 45.     (W)     SCALED    
 CP1637* NAVD 88     -        21.33   (+/-2cm)      70.0    (feet)  VERTCON   
 CP1637  ___________________________________________________________________
 CP1637  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1637
 CP1637  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1637
 CP1637.The horizontal coordinates were scaled from a topographic map and have
 CP1637.an estimated accuracy of +/- 6 seconds.
 CP1637
 CP1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1637.The vertical order pertains to the NGVD 29 superseded value.
 CP1637
 CP1637.The geoid height was determined by GEOID03.
 CP1637
 CP1637;                    North         East    Units  Estimated Accuracy
 CP1637;SPC LA N     -   173,020.    1,102,690.      MT  (+/- 180 meters Scaled)
 CP1637
 CP1637                          SUPERSEDED SURVEY CONTROL
 CP1637
 CP1637  NGVD 29 (??/??/92)   21.344  (m)           70.03   (f) ADJ UNCH    2 1
 CP1637
 CP1637.Superseded values are not recommended for survey control.
 CP1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1637.See file dsdata.txt to determine how the superseded data were derived.
 CP1637
 CP1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR498477(NAD 83)
 CP1637_MARKER: DZ = AZIMUTH MARK DISK
 CP1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1637_STAMPING: FISHER. AZ. MK. 1971
 CP1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1637+STABILITY: SURFACE MOTION
 CP1637
 CP1637  HISTORY     - Date     Condition        Report By
 CP1637  HISTORY     - 1971     MONUMENTED       LADH
 CP1637  HISTORY     - 1974     GOOD             LADTD
 CP1637
 CP1637                          STATION DESCRIPTION
 CP1637
 CP1637'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1637'15.05 MI NW FROM ST JOSEPH.
 CP1637'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1637'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1637'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1637'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1637'HIGHWAY 128.  THENCE ABOUT 11.70 MILES NORTHWEST ALONG LOUISIANA
 CP1637'HIGHWAY 128.  IT IS 35.0 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 CP1637'HIGHWAY 128, 115.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CP1637'CONCRETE CULVERT HEADWALL, 15.5 FEET SOUTHEAST OF THE CENTERLINE OF A
 CP1637'DIRT LANE.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. A
 CP1637'STEEL WITNESS POST IS SET 1.9 FEET SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1633 ***********************************************************************
 CP1633  DESIGNATION -  FISHER AZ MK 2
 CP1633  PID         -  CP1633
 CP1633  STATE/COUNTY-  LA/TENSAS
 CP1633  USGS QUAD   -  NEWLIGHT (1987)
 CP1633
 CP1633                         *CURRENT SURVEY CONTROL
 CP1633  ___________________________________________________________________
 CP1633* NAD 83(1986)-  32 02 42.     (N)    091 23 51.     (W)     SCALED    
 CP1633* NAVD 88     -        21.55   (+/-2cm)      70.7    (feet)  VERTCON   
 CP1633  ___________________________________________________________________
 CP1633  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP1633
 CP1633  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1633
 CP1633.The horizontal coordinates were scaled from a topographic map and have
 CP1633.an estimated accuracy of +/- 6 seconds.
 CP1633
 CP1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1633.The vertical order pertains to the NGVD 29 superseded value.
 CP1633
 CP1633.The geoid height was determined by GEOID03.
 CP1633
 CP1633;                    North         East    Units  Estimated Accuracy
 CP1633;SPC LA N     -   171,830.    1,104,120.      MT  (+/- 180 meters Scaled)
 CP1633
 CP1633                          SUPERSEDED SURVEY CONTROL
 CP1633
 CP1633  NGVD 29 (??/??/92)   21.564  (m)           70.75   (f) ADJ UNCH    2 1
 CP1633
 CP1633.Superseded values are not recommended for survey control.
 CP1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1633.See file dsdata.txt to determine how the superseded data were derived.
 CP1633
 CP1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR512465(NAD 83)
 CP1633_MARKER: DZ = AZIMUTH MARK DISK
 CP1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1633_STAMPING: FISHER. AZ. MK2. 1971
 CP1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1633+STABILITY: SURFACE MOTION
 CP1633
 CP1633  HISTORY     - Date     Condition        Report By
 CP1633  HISTORY     - 1971     MONUMENTED       LADH
 CP1633  HISTORY     - 1973     GOOD             LADTD
 CP1633
 CP1633                          STATION DESCRIPTION
 CP1633
 CP1633'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1633'13.90 MI NW FROM ST JOSEPH.
 CP1633'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1633'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1633'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1633'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1633'HIGHWAY 128.  THENCE ABOUT 10.55 MILES NORTHWEST ALONG LOUISIANA
 CP1633'HIGHWAY 128.  IT IS 30.6 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 CP1633'HIGHWAY 128, 16.5 FEET NORTHWEST OF THE CENTERLINE OF A DIM WOODS
 CP1633'ROAD.  SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 CP1633'GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET SOUTHEAST OF THE MARK.
 CP1633'SECTION 1, T 12N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2847 ***********************************************************************
 BX2847  DESIGNATION -  FISHER BOISE SO MICROWAVE
 BX2847  PID         -  BX2847
 BX2847  STATE/COUNTY-  LA/SABINE
 BX2847  USGS QUAD   -  MANY (1994)
 BX2847
 BX2847                         *CURRENT SURVEY CONTROL
 BX2847  ___________________________________________________________________
 BX2847* NAD 83(1992)-  31 32 10.82860(N)    093 25 22.24011(W)     ADJUSTED  
 BX2847* NAVD 88     -                                                        
 BX2847  ___________________________________________________________________
 BX2847  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 BX2847  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX2847
 BX2847  HORZ ORDER  -  THIRD
 BX2847
 BX2847.The horizontal coordinates were established by classical geodetic methods
 BX2847.and adjusted by the National Geodetic Survey in January 1993..
 BX2847
 BX2847
 BX2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2847
 BX2847.The geoid height was determined by GEOID03.
 BX2847
 BX2847;                    North         East     Units Scale Factor Converg.
 BX2847;SPC LA N     -   115,277.856   912,368.163   MT  0.99993675   -0 29 16.5
 BX2847;SPC LA N     -   378,207.43  2,993,327.88   sFT  0.99993675   -0 29 16.5
 BX2847;UTM  15      - 3,489,121.969   459,860.235   MT  0.99961987   -0 13 16.2
 BX2847
 BX2847                          SUPERSEDED SURVEY CONTROL
 BX2847
 BX2847  NAD 83(1986)-  31 32 10.84258(N)    093 25 22.23426(W) AD(       ) 4
 BX2847  NAD 27      -  31 32 10.21580(N)    093 25 21.60942(W) AD(       ) 3
 BX2847
 BX2847.Superseded values are not recommended for survey control.
 BX2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2847.See file dsdata.txt to determine how the superseded data were derived.
 BX2847
 BX2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5986089122(NAD 83)
 BX2847
 BX2847  HISTORY     - Date     Condition        Report By
 BX2847  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2847  HISTORY     - 20010922 GOOD             USPSQD
 BX2847
 BX2847                          STATION DESCRIPTION
 BX2847
 BX2847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2847'FISHER, BOISE SOUTHERN MICROWAVE WAJ 72 IS LOCATED ABOUT 4 MILES
 BX2847'SOUTHEAST OF MANY, 2-1/2 MILES EAST OF U. S. HIGHWAY 171, AT THE
 BX2847'SITE OF THE FISHER LOOKOUT TOWER, AND ON STATE OWNED LAND.
 BX2847'
 BX2847'THE STATION IS A SLENDER TRIANGULAR STEEL STRUCTURE, PAINTED
 BX2847'ALTERNATLY RED AND WHITE, HAS REFLECTOR FANS ABOUT 1/3 OF THE WAY UP
 BX2847'THE STRUCTURE AND A RED LIGHT AT THE TOP.  IT IS 300 FEET HIGH.
 BX2847'
 BX2847'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 BX2847
 BX2847                          STATION RECOVERY (2001)
 BX2847
 BX2847'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1480 ***********************************************************************
 CP1480  DESIGNATION -  FISHER BOLT
 CP1480  PID         -  CP1480
 CP1480  STATE/COUNTY-  LA/TENSAS
 CP1480  USGS QUAD   -  SARANAC (1994)
 CP1480
 CP1480                         *CURRENT SURVEY CONTROL
 CP1480  ___________________________________________________________________
 CP1480* NAD 83(1986)-  32 03 52.     (N)    091 17 34.     (W)     SCALED    
 CP1480* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 CP1480  ___________________________________________________________________
 CP1480  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1480
 CP1480  VERT ORDER  -  ? (See Below)
 CP1480
 CP1480.The horizontal coordinates were scaled from a topographic map and have
 CP1480.an estimated accuracy of +/- 6 seconds.
 CP1480
 CP1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1480.The vertical order pertains to the NGVD 29 superseded value.
 CP1480
 CP1480.The geoid height was determined by GEOID03.
 CP1480
 CP1480;                    North         East    Units  Estimated Accuracy
 CP1480;SPC LA N     -   174,090.    1,113,980.      MT  (+/- 180 meters Scaled)
 CP1480
 CP1480                          SUPERSEDED SURVEY CONTROL
 CP1480
 CP1480  NGVD 29 (??/??/92)   21.252  (m)           69.72   (f) ADJ UNCH    ?  
 CP1480
 CP1480.Superseded values are not recommended for survey control.
 CP1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1480.See file dsdata.txt to determine how the superseded data were derived.
 CP1480
 CP1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR611488(NAD 83)
 CP1480_MARKER: B = BOLT
 CP1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1480_SP_SET: STONE
 CP1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1480+STABILITY: SURFACE MOTION
 CP1480
 CP1480  HISTORY     - Date     Condition        Report By
 CP1480  HISTORY     - UNK      MONUMENTED       DOD
 CP1480  HISTORY     - 1935     GOOD             NGS
 CP1480  HISTORY     - 1968     MARK NOT FOUND   NGS
 CP1480
 CP1480                          STATION DESCRIPTION
 CP1480
 CP1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CP1480'3 MI W FROM NEWELLTON.
 CP1480'3 MILES WEST ALONG STATE HIGHWAY 76 FROM NEWELLTON, TENSAS PARISH, 3
 CP1480'1/2 MILES SOUTHEAST OF NOBLE BAYOU, IN SEC. 36, T. 13 N., R. 12 E., ON
 CP1480'THE FISHER LUMBER CO. PROPERTY, 55 FEET SOUTH OF THE CENTERLINE OF THE
 CP1480'HIGHWAY, NEAR A ROW OF THREE HOUSES, 45 FEET NORTHWEST OF THE
 CP1480'NORTHWEST OF THE NORTHWEST CORNER OF THE CENTER HOUSE, 27.2 FEET EAST
 CP1480'OF A TRIANGULAR-BLAZED 20-INCH HACKBERRY TREE, AND 13.3 FEET WEST OF A
 CP1480'TRIANGULAR-BLAZED 18-INCH LOCUST TREE.  A COPPER BOLT, SET IN THE TOP
 CP1480'OF A STONE 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 CP1480'PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
 CP1480
 CP1480                          STATION RECOVERY (1968)
 CP1480
 CP1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2846 ***********************************************************************
 BX2846  DESIGNATION -  FISHER LOT
 BX2846  PID         -  BX2846
 BX2846  STATE/COUNTY-  LA/SABINE
 BX2846  USGS QUAD   -  MANY (1994)
 BX2846
 BX2846                         *CURRENT SURVEY CONTROL
 BX2846  ___________________________________________________________________
 BX2846* NAD 83(1992)-  31 32 06.14445(N)    093 25 22.17601(W)     ADJUSTED  
 BX2846* NAVD 88     -                                                        
 BX2846  ___________________________________________________________________
 BX2846  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 BX2846  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX2846
 BX2846  HORZ ORDER  -  THIRD
 BX2846
 BX2846.The horizontal coordinates were established by classical geodetic methods
 BX2846.and adjusted by the National Geodetic Survey in January 1993..
 BX2846
 BX2846
 BX2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2846
 BX2846.The geoid height was determined by GEOID03.
 BX2846
 BX2846;                    North         East     Units Scale Factor Converg.
 BX2846;SPC LA N     -   115,133.586   912,368.625   MT  0.99993690   -0 29 16.4
 BX2846;SPC LA N     -   377,734.11  2,993,329.40   sFT  0.99993690   -0 29 16.4
 BX2846;UTM  15      - 3,488,977.748   459,861.369   MT  0.99961987   -0 13 16.1
 BX2846
 BX2846                          SUPERSEDED SURVEY CONTROL
 BX2846
 BX2846  NAD 83(1986)-  31 32 06.15792(N)    093 25 22.17061(W) AD(       ) 4
 BX2846  NAD 27      -  31 32 05.52859(N)    093 25 21.54538(W) AD(       ) 3
 BX2846
 BX2846.Superseded values are not recommended for survey control.
 BX2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2846.See file dsdata.txt to determine how the superseded data were derived.
 BX2846
 BX2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5986188978(NAD 83)
 BX2846_MARKER: 57 = LOOKOUT TOWER
 BX2846
 BX2846  HISTORY     - Date     Condition        Report By
 BX2846  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2846  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2846
 BX2846                          STATION DESCRIPTION
 BX2846
 BX2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2846'FISHER, LOOKOUT TOWER IS LOCATED ABOUT 4 MILES SOUTHEAST OF MANY,
 BX2846'2-1/2 MILES EAST OF U. S. HIGHWAY 171, AND ON STATE LANE.  THE TOWER
 BX2846'IS A 110 FOOT HIGH STRUCTURE WITH A SQUARE METAL CAB, SILVER IN
 BX2846'COLOR WITH A CONICAL SHAPED ROOF, AND IS SUPPORTED BY 4-CHANNEL
 BX2846'STEEL LEGS.
 BX2846'
 BX2846'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE CAB ROOF.
 BX2846
 BX2846                          STATION RECOVERY (2001)
 BX2846
 BX2846'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1636 ***********************************************************************
 CP1636  DESIGNATION -  FISHER RM 1
 CP1636  PID         -  CP1636
 CP1636  STATE/COUNTY-  LA/TENSAS
 CP1636  USGS QUAD   -  NEWLIGHT (1987)
 CP1636
 CP1636                         *CURRENT SURVEY CONTROL
 CP1636  ___________________________________________________________________
 CP1636* NAD 83(1986)-  32 03 09.     (N)    091 24 28.     (W)     SCALED    
 CP1636* NAVD 88     -        21.68   (+/-2cm)      71.1    (feet)  VERTCON   
 CP1636  ___________________________________________________________________
 CP1636  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1636
 CP1636  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1636
 CP1636.The horizontal coordinates were scaled from a topographic map and have
 CP1636.an estimated accuracy of +/- 6 seconds.
 CP1636
 CP1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1636.The vertical order pertains to the NGVD 29 superseded value.
 CP1636
 CP1636.The geoid height was determined by GEOID03.
 CP1636
 CP1636;                    North         East    Units  Estimated Accuracy
 CP1636;SPC LA N     -   172,650.    1,103,140.      MT  (+/- 180 meters Scaled)
 CP1636
 CP1636                          SUPERSEDED SURVEY CONTROL
 CP1636
 CP1636  NGVD 29 (??/??/92)   21.692  (m)           71.17   (f) ADJ UNCH    2 1
 CP1636
 CP1636.Superseded values are not recommended for survey control.
 CP1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1636.See file dsdata.txt to determine how the superseded data were derived.
 CP1636
 CP1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR503473(NAD 83)
 CP1636_MARKER: DR = REFERENCE MARK DISK
 CP1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1636_STAMPING: FISHER. RM1. 1971
 CP1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1636+STABILITY: SURFACE MOTION
 CP1636
 CP1636  HISTORY     - Date     Condition        Report By
 CP1636  HISTORY     - 1971     MONUMENTED       LADH
 CP1636  HISTORY     - 1974     GOOD             LADTD
 CP1636  HISTORY     - 1980     GOOD             LADTD
 CP1636
 CP1636                          STATION DESCRIPTION
 CP1636
 CP1636'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1636'14.70 MI NW FROM ST JOSEPH.
 CP1636'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1636'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1636'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1636'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1636'HIGHWAY 128.  THENCE ABOUT 11.35 MILES NORTHWEST ALONG LOUISIANA
 CP1636'HIGHWAY 128.  IT IS 38.6 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA
 CP1636'HIGHWAY 128, 1.6 FEET SOUTHEAST OF A POWERPOLE, 26.0 FEET NORTHWEST OF
 CP1636'THE CENTERLINE OF A DIRT FARM ROAD.  SET IN TOP OF A CONCRETE POST SET
 CP1636'FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET NORTHWEST
 CP1636'OF THE MARK.
 CP1636
 CP1636                          STATION RECOVERY (1980)
 CP1636
 CP1636'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1634 ***********************************************************************
 CP1634  DESIGNATION -  FISHER RM 2
 CP1634  PID         -  CP1634
 CP1634  STATE/COUNTY-  LA/TENSAS
 CP1634  USGS QUAD   -  NEWLIGHT (1987)
 CP1634
 CP1634                         *CURRENT SURVEY CONTROL
 CP1634  ___________________________________________________________________
 CP1634* NAD 83(1986)-  32 03 09.     (N)    091 24 28.     (W)     SCALED    
 CP1634* NAVD 88     -        21.71   (+/-2cm)      71.2    (feet)  VERTCON   
 CP1634  ___________________________________________________________________
 CP1634  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1634
 CP1634  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1634
 CP1634.The horizontal coordinates were scaled from a topographic map and have
 CP1634.an estimated accuracy of +/- 6 seconds.
 CP1634
 CP1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1634.The vertical order pertains to the NGVD 29 superseded value.
 CP1634
 CP1634.The geoid height was determined by GEOID03.
 CP1634
 CP1634;                    North         East    Units  Estimated Accuracy
 CP1634;SPC LA N     -   172,650.    1,103,140.      MT  (+/- 180 meters Scaled)
 CP1634
 CP1634                          SUPERSEDED SURVEY CONTROL
 CP1634
 CP1634  NGVD 29 (??/??/92)   21.722  (m)           71.27   (f) ADJ UNCH    2 1
 CP1634
 CP1634.Superseded values are not recommended for survey control.
 CP1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1634.See file dsdata.txt to determine how the superseded data were derived.
 CP1634
 CP1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR503473(NAD 83)
 CP1634_MARKER: DR = REFERENCE MARK DISK
 CP1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1634_STAMPING: FISHER. RM2. 1971
 CP1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1634+STABILITY: SURFACE MOTION
 CP1634
 CP1634  HISTORY     - Date     Condition        Report By
 CP1634  HISTORY     - 1971     MONUMENTED       LADH
 CP1634  HISTORY     - 1973     GOOD             LADTD
 CP1634  HISTORY     - 1980     MARK NOT FOUND   LADTD
 CP1634
 CP1634                          STATION DESCRIPTION
 CP1634
 CP1634'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1634'14.70 MI NW FROM ST JOSEPH.
 CP1634'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1634'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1634'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1634'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1634'HIGHWAY 128.  THENCE ABOUT 11.35 MILES NORTHWEST ALONG LOUISIANA
 CP1634'HIGHWAY 128.  IT IS 116.2 FEET SOUTHWEST OF THE CENTERLINE OF
 CP1634'LOUISIANA HIGHWAY 128, 86.3 FEET SOUTH OF A POWERPOLE, 12.3 FEET EAST
 CP1634'OF THE CENTERLINE OF A DIRT FARM ROAD.  SET IN TOP OF A CONCRETE POST
 CP1634'SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT
 CP1634'NORTHWEST OF THE MARK.  SECTION 2, T 12N, R 10E.
 CP1634
 CP1634                          STATION RECOVERY (1980)
 CP1634
 CP1634'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0784 ***********************************************************************
 BJ0784  DESIGNATION -  FJH TT 41 USGS
 BJ0784  PID         -  BJ0784
 BJ0784  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0784  USGS QUAD   -  GROSSE TETE (1992)
 BJ0784
 BJ0784                         *CURRENT SURVEY CONTROL
 BJ0784  ___________________________________________________________________
 BJ0784* NAD 83(1986)-  30 26 07.     (N)    091 23 03.     (W)     SCALED    
 BJ0784* NAVD 88     -         4.974  (meters)      16.32   (feet)  ADJUSTED  
 BJ0784  ___________________________________________________________________
 BJ0784  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ0784  DYNAMIC HT  -           4.968 (meters)      16.30  (feet)  COMP
 BJ0784  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 BJ0784
 BJ0784  VERT ORDER  -  FIRST     CLASS I
 BJ0784
 BJ0784.The horizontal coordinates were scaled from a topographic map and have
 BJ0784.an estimated accuracy of +/- 6 seconds.
 BJ0784
 BJ0784.The orthometric height was determined by differential leveling
 BJ0784.and adjusted by the National Geodetic Survey in February 1994..
 BJ0784
 BJ0784.The geoid height was determined by GEOID03.
 BJ0784
 BJ0784.The dynamic height is computed by dividing the NAVD 88
 BJ0784.geopotential number by the normal gravity value computed on the
 BJ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0784.degrees latitude (g = 980.6199 gals.).
 BJ0784
 BJ0784.The modeled gravity was interpolated from observed gravity values.
 BJ0784
 BJ0784;                    North         East    Units  Estimated Accuracy
 BJ0784;SPC LA S     -   214,520.      995,120.      MT  (+/- 180 meters Scaled)
 BJ0784
 BJ0784                          SUPERSEDED SURVEY CONTROL
 BJ0784
 BJ0784  NGVD 29 (??/??/??)    4.977  (m)           16.33   (f) ADJUSTED    1 1
 BJ0784
 BJ0784.Superseded values are not recommended for survey control.
 BJ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0784.See file dsdata.txt to determine how the superseded data were derived.
 BJ0784
 BJ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP551681(NAD 83)
 BJ0784_MARKER: DD = SURVEY DISK
 BJ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0784_STAMPING: FJH TT 41 1952
 BJ0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0784+STABILITY: SURFACE MOTION
 BJ0784
 BJ0784  HISTORY     - Date     Condition        Report By
 BJ0784  HISTORY     - 1952     MONUMENTED       USGS
 BJ0784  HISTORY     - 1965     GOOD             CGS
 BJ0784  HISTORY     - 1976     GOOD             NGS
 BJ0784  HISTORY     - 20060607 MARK NOT FOUND   NGS
 BJ0784
 BJ0784                          STATION DESCRIPTION
 BJ0784
 BJ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0784'3.9 MI NE FROM GROSSE TETE.
 BJ0784'ABOUT 0.6 MILE NORTH-NORTHWEST ALONG SIDNEY ROAD FROM THE CASH
 BJ0784'MERCHANT STORE AT GROSSE TETE, THENCE 3.3 MILES EAST-NORTHEAST ALONG
 BJ0784'AN ABANDONED RAILROAD GRADE, IN SECTION 30, T 7 S, R 10 E, 13 FEET
 BJ0784'SOUTH OF THE CENTER LINE OF RAILROAD GRADE, 10 FEET SOUTHEAST OF THE
 BJ0784'SOUTHEAST CORNER OF A WOODEN BRIDGE OVER CANEY BAYOU, 11 FEET NORTH OF
 BJ0784'A 14-INCH RED OAK TREE, ABOUT 1.0 FOOT BELOW GRADE, AND SET IN THE TOP
 BJ0784'OF A CONCRETE POST PROJECTING 5 INCHES.
 BJ0784
 BJ0784                          STATION RECOVERY (1976)
 BJ0784
 BJ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0784'0.2 MILES NORTH-NORTHWEST ALONG SIDNEY ROAD FROM THE INTERSECTION
 BJ0784'WITH THE WEST BOUND LANES OF THE INTERSTATE HIGHWAY 10, THENCE 3.3
 BJ0784'MILES EAST-NORTHEAST ALONG AN ABANDONED RAILROAD GRADE, 13 FEET SOUTH
 BJ0784'OF THE CENTER LINE OF RAILROAD GRADE, 10 FEET SOUTH-EAST OF THE
 BJ0784'SOUTHEAST CORNER OF A WOODEN BRIDGE OVER CANEY BAYOU
 BJ0784
 BJ0784                          STATION RECOVERY (2006)
 BJ0784
 BJ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0784'NOT RECOVERED. LOCKED GATE. UNABLE TO GET BACK TO LOOK FOR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2984 ***********************************************************************
 AU2984  DESIGNATION -  FLAME
 AU2984  PID         -  AU2984
 AU2984  STATE/COUNTY-  LA/LAFOURCHE
 AU2984  USGS QUAD   -  CALUMET ISLAND (1994)
 AU2984
 AU2984                         *CURRENT SURVEY CONTROL
 AU2984  ___________________________________________________________________
 AU2984* NAD 83(1992)-  29 04 08.36039(N)    090 19 45.83930(W)     ADJUSTED  
 AU2984* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2984  **This station is located in a subsidence area (see below).
 AU2984  ___________________________________________________________________
 AU2984  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2984  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AU2984
 AU2984  HORZ ORDER  -  SECOND
 AU2984
 AU2984.The horizontal coordinates were established by classical geodetic methods
 AU2984.and adjusted by the National Geodetic Survey in January 1993..
 AU2984
 AU2984 ** The orthometric height has not been validated since last determined
 AU2984 ** by differential leveling and should not be used for control purposes.
 AU2984 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2984 ** area with valid NAVD 88 orthometric heights.
 AU2984 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2984 ** epoch indicated which incorporates improved geoid heights for the
 AU2984 ** Southern Louisiana Subsidence area.
 AU2984 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2984.The orthometric height was scaled from a topographic map.
 AU2984
 AU2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2984
 AU2984.The geoid height was determined by GEOID03.
 AU2984
 AU2984;                    North         East     Units Scale Factor Converg.
 AU2984;SPC LA S     -    63,500.226 1,097,761.475   MT  1.00005692   +0 30 07.1
 AU2984;SPC LA S     -   208,333.66  3,601,572.44   sFT  1.00005692   +0 30 07.1
 AU2984;UTM  15      - 3,218,574.368   759,993.423   MT  1.00043423   +1 17 53.8
 AU2984
 AU2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2984!SPC LA S     -   1.00000375  x   1.00005692  =   1.00006067
 AU2984!UTM  15      -   1.00000375  x   1.00043423  =   1.00043798
 AU2984
 AU2984|---------------------------------------------------------------------|
 AU2984| PID    Reference Object                     Distance      Geod. Az  |
 AU2984|                                                           dddmmss.s |
 AU2984| DD6664 FLAME RM 1                           16.382 METERS 01257     |
 AU2984| AU2981 TIMBALIER LIGHTHOUSE                APPROX. 3.4 KM 2294429.4 |
 AU2984| DD6665 FLAME RM 2                           19.650 METERS 26409     |
 AU2984| AU2987 THE TEX CO CAILLOU IS FLD MST       APPROX.14.8 KM 2880622.8 |
 AU2984|---------------------------------------------------------------------|
 AU2984
 AU2984                          SUPERSEDED SURVEY CONTROL
 AU2984
 AU2984  NAD 83(1986)-  29 04 08.37730(N)    090 19 45.85180(W) AD(       ) 2
 AU2984  NAD 27      -  29 04 07.54600(N)    090 19 45.56300(W) AD(       ) 2
 AU2984
 AU2984.Superseded values are not recommended for survey control.
 AU2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2984.See file dsdata.txt to determine how the superseded data were derived.
 AU2984
 AU2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5999318574(NAD 83)
 AU2984_MARKER: DS = TRIANGULATION STATION DISK
 AU2984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2984_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2984
 AU2984  HISTORY     - Date     Condition        Report By
 AU2984  HISTORY     - 1955     MONUMENTED       CGS
 AU2984  HISTORY     - 1965     GOOD             CGS
 AU2984
 AU2984                          STATION DESCRIPTION
 AU2984
 AU2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2984'THE STATION IS ABOUT 14 MILES SOUTHWEST OF LEEVILLE, 7 MILES
 AU2984'SOUTHWEST OF THE MOUTH OF HAVOLINE CANAL, 6.5 MILES WEST OF
 AU2984'THE MOUTH OF BELLE PASS AND 2 MILES NORTHEAST OF THE ABANDONED
 AU2984'TIMBALIER LIGHTHOUSE.  IT IS ABOUT 2/3 MILE INLAND FROM THE
 AU2984'SHORE OF THE GULF OF MEXICO, 0.3 MILE EAST OF THE WEST END
 AU2984'OF AN EAST-WEST CANAL, ON THE SOUTH SIDE OF AN EAST-WEST
 AU2984'CANAL AND ON THE WEST SIDE OF A CANAL LEADING DUE SOUTH
 AU2984'FROM THE EAST-WEST CANAL.  IT IS ON LAND LEASED BY THE GULF
 AU2984'OIL COMPANY (STATE LEASE 1772).
 AU2984'
 AU2984'THE STATION MARK, IS 80 FEET WEST OF THE HIGH WATER LINE OF
 AU2984'AN EAST-WEST CANAL, 5 FEET EAST OF A BLACK WITNESS POST, 4
 AU2984'FEET SOUTHEAST OF A WHITE WITNESS POST, IS A STANDARD DISK SET
 AU2984'IN THE TOP OF A CONCRETE FILLED ORANGEBURG SEWER PIPE 4
 AU2984'INCHES IN DIAMETER.  THE MARK PROJECTS 2 FEET AND THE DISK
 AU2984'IS STAMPED FLAME 1955.
 AU2984'
 AU2984'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 48 FEET WEST
 AU2984'OF THE HIGH WATER LINE OF AN EAST-WEST CANAL, IS A STANDARD
 AU2984'DISK SET IN THE TOP OF A CONCRETE FILLED ORANGEBURG SEWER
 AU2984'PIPE 4 INCHES IN DIAMETER.  THE MARK PROJECTS 30 INCHES
 AU2984'AND THE DISK IS STAMPED FLAME NO 1 1955.
 AU2984'
 AU2984'REFERENCE MARK NO. 2, WEST OF THE STATION, 132 FEET WEST OF
 AU2984'THE HIGH WATER LINE OF AN EAST-WEST CANAL, IS A STANDARD DISK
 AU2984'SET IN THE TOP OF A CONCRETE FILLED ORANGEBURG SEWER PIPE
 AU2984'4 INCHES IN DIAMETER.  THE MARK PROJECTS 2 FEET AND THE DISK
 AU2984'IS STAMPED FLAME NO 2 1955.
 AU2984'
 AU2984'NO AZIMUTH MARK WAS ESTABLISHED.
 AU2984'
 AU2984'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AU2984
 AU2984                          STATION RECOVERY (1965)
 AU2984
 AU2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU2984'REFERENCE MARK 2 WAS FOUND AS DESCRBED IN FAIR CONDITION.
 AU2984'THE STATION WAS SEARCHED FOR BUT HAS BEEN LOST FROM THE
 AU2984'EROSION OF THE ISLAND.
 AU2984'
 AU2984'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2699 ***********************************************************************
 BX2699  DESIGNATION -  FLAT
 BX2699  PID         -  BX2699
 BX2699  STATE/COUNTY-  LA/RAPIDES
 BX2699  USGS QUAD   -  RAPIDES (1992)
 BX2699
 BX2699                         *CURRENT SURVEY CONTROL
 BX2699  ___________________________________________________________________
 BX2699* NAD 83(1992)-  31 17 46.52815(N)    092 31 33.74665(W)     ADJUSTED  
 BX2699* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 BX2699  ___________________________________________________________________
 BX2699  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BX2699  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2699
 BX2699  HORZ ORDER  -  SECOND
 BX2699
 BX2699.The horizontal coordinates were established by classical geodetic methods
 BX2699.and adjusted by the National Geodetic Survey in January 1993..
 BX2699
 BX2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2699
 BX2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2699
 BX2699.The geoid height was determined by GEOID03.
 BX2699
 BX2699;                    North         East     Units Scale Factor Converg.
 BX2699;SPC LA N     -    88,286.621   997,520.787   MT  0.99997314   -0 00 49.6
 BX2699;SPC LA N     -   289,653.69  3,272,699.45   sFT  0.99997314   -0 00 49.6
 BX2699;UTM  15      - 3,462,532.411   545,106.775   MT  0.99962510   +0 14 46.4
 BX2699
 BX2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2699!SPC LA N     -   1.00000044  x   0.99997314  =   0.99997358
 BX2699!UTM  15      -   1.00000044  x   0.99962510  =   0.99962554
 BX2699
 BX2699|---------------------------------------------------------------------|
 BX2699| PID    Reference Object                     Distance      Geod. Az  |
 BX2699|                                                           dddmmss.s |
 BX2699| CY3566 FLAT RM 1                            15.700 METERS 08752     |
 BX2699| CY3565 FLAT AZ MK                                         0950723.0 |
 BX2699| BX2700 FLAT LDH 1969 RM 2                   18.019 METERS 26424     |
 BX2699| BX2701 ALEXANDRIA ENGLAND AFB NW TANK      APPROX. 3.4 KM 3434126.5 |
 BX2699|---------------------------------------------------------------------|
 BX2699
 BX2699                          SUPERSEDED SURVEY CONTROL
 BX2699
 BX2699  NAD 83(1986)-  31 17 46.54756(N)    092 31 33.74328(W) AD(       ) 2
 BX2699  NAD 27      -  31 17 45.88643(N)    092 31 33.23861(W) AD(       ) 2
 BX2699  NGVD 29 (07/19/86)   23.7    (m)           78.     (f) VERT ANG       
 BX2699
 BX2699.Superseded values are not recommended for survey control.
 BX2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2699.See file dsdata.txt to determine how the superseded data were derived.
 BX2699
 BX2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4510762532(NAD 83)
 BX2699_MARKER: DD = SURVEY DISK
 BX2699_SETTING: 0 = UNSPECIFIED SETTING
 BX2699
 BX2699  HISTORY     - Date     Condition        Report By
 BX2699  HISTORY     - 1969     MONUMENTED       LADTD
 BX2699
 BX2699                          STATION DESCRIPTION
 BX2699
 BX2699'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2699'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2699'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED FLAT 1969, IS
 BX2699'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2699'ABOVE THE GROUND.  THE MARK IS 2.8 FEET NORTH OF A METAL
 BX2699'WITNESS POST AND SIGN, 4.7 FEET SOUTH OF A POWER POLE, 6 FEET
 BX2699'SOUTH OF AN EAST-WEST FENCE, 24 FEET SOUTHEAST OF THE
 BX2699'SOUTHEAST CORNER OF A PUMP HOUSE, 85 FEET SOUTHWEST OF A
 BX2699'CATTLE PEN AND 201.1 FEET NORTH OF THE CENTER OF STATE
 BX2699'HIGHWAY 28.
 BX2699'
 BX2699'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 71
 BX2699'AND STATE HIGHWAY 28 AT MC ARTHUR DRIVE IN ALEXANDRIA, DRIVE
 BX2699'WEST ALONG STATE HIGHWAY 28 FOR 2.80 MILES TO THE STATION
 BX2699'WHICH IS ON THE NORTH SIDE OF THE HIGHWAY NEAR A CATTLE PEN.
 BX2699'
 BX2699'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2699'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED FLAT RM 1 1969,
 BX2699'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2699'ABOVE THE GROUND.  THE MARK IS 17.5 FEET SOUTHWEST OF A GATE
 BX2699'POST, 33.5 FEET WEST-SOUTHWEST OF A CATTLE PEN, 3.5 FEET SOUTH
 BX2699'OF AN EAST-WEST FENCE, 50.5 FEET EAST OF A POWER POLE AND 51.5
 BX2699'FEET EAST OF THE METAL WITNESS POST AND SIGN FOR THE STATION.
 BX2699'
 BX2699'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2699'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED FLAT RM 2 1969,
 BX2699'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2699'ABOVE THE GROUND.  THE MARK IS 58.8 FEET WEST OF THE METAL
 BX2699'WITNESS POST AND SIGN FOR THE STATION, 60 FEET WEST-SOUTHWEST
 BX2699'OF A POWER POLE AND 13.4 FEET SOUTH OF AN EAST-WEST FENCE.
 BX2699'
 BX2699'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2699'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED FLAT AZ MK 1969,
 BX2699'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2699'ABOVE THE GROUND.  THE MARK IS 2 FEET EAST OF A METAL WITNESS
 BX2699'POST AND SIGN, 141.4 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 BX2699'28, 4.3 FEET NORTH OF THE CORNER POST FOR A CROSS FENCE, 8.5
 BX2699'FEET WEST-NORTHWEST OF POWER POLE NO. 5, 73.7 FEET
 BX2699'EAST-NORTHEAST OF A BRACE POST IN AN EAST-WEST FENCE AND 624.8
 BX2699'FEET EAST-SOUTHEAST OF A 40 INCH OAK TREE.
 BX2699'
 BX2699'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG
 BX2699'STATE HIGHWAY 28 FOR 0.85 MILE TO THE MARK WHICH IS ON THE
 BX2699'SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2834 ***********************************************************************
 BX2834  DESIGNATION -  FLAT
 BX2834  PID         -  BX2834
 BX2834  STATE/COUNTY-  LA/NATCHITOCHES
 BX2834  USGS QUAD   -  ROBELINE (1988)
 BX2834
 BX2834                         *CURRENT SURVEY CONTROL
 BX2834  ___________________________________________________________________
 BX2834* NAD 83(1992)-  31 40 18.16938(N)    093 15 36.36273(W)     ADJUSTED  
 BX2834* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 BX2834  ___________________________________________________________________
 BX2834  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BX2834  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2834
 BX2834  HORZ ORDER  -  FIRST
 BX2834
 BX2834.The horizontal coordinates were established by classical geodetic methods
 BX2834.and adjusted by the National Geodetic Survey in January 1993..
 BX2834
 BX2834.The orthometric height was scaled from a topographic map.
 BX2834
 BX2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2834
 BX2834.The geoid height was determined by GEOID03.
 BX2834
 BX2834;                    North         East     Units Scale Factor Converg.
 BX2834;SPC LA N     -   130,166.521   927,927.036   MT  0.99992390   -0 24 06.7
 BX2834;SPC LA N     -   427,054.66  3,044,373.95   sFT  0.99992390   -0 24 06.7
 BX2834;UTM  15      - 3,504,077.960   475,344.923   MT  0.99960750   -0 08 11.6
 BX2834
 BX2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2834!SPC LA N     -   0.99999218  x   0.99992390  =   0.99991608
 BX2834!UTM  15      -   0.99999218  x   0.99960750  =   0.99959968
 BX2834
 BX2834:                Primary Azimuth Mark                     Grid Az
 BX2834:SPC LA N     -  SIGN                                     096 31 00.9
 BX2834:UTM  15      -  SIGN                                     096 15 05.8
 BX2834
 BX2834|---------------------------------------------------------------------|
 BX2834| PID    Reference Object                     Distance      Geod. Az  |
 BX2834|                                                           dddmmss.s |
 BX2834| BX1700 SIGN                                APPROX. 0.5 KM 0960654.2 |
 BX2834| BX2836 PATCH 1919                          APPROX. 0.6 KM 2940038.9 |
 BX2834| CV7588 FLAT RM                              70.831 METERS 30819     |
 BX2834|---------------------------------------------------------------------|
 BX2834
 BX2834                          SUPERSEDED SURVEY CONTROL
 BX2834
 BX2834  NAD 83(1986)-  31 40 18.18325(N)    093 15 36.35578(W) AD(       ) 1
 BX2834  NAD 27      -  31 40 17.57900(N)    093 15 35.74200(W) AD(       ) 1
 BX2834
 BX2834.Superseded values are not recommended for survey control.
 BX2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2834.See file dsdata.txt to determine how the superseded data were derived.
 BX2834
 BX2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7534504078(NAD 83)
 BX2834_MARKER: DS = TRIANGULATION STATION DISK
 BX2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2834
 BX2834  HISTORY     - Date     Condition        Report By
 BX2834  HISTORY     - 1919     MONUMENTED       CGS
 BX2834  HISTORY     - 1935     GOOD             CGS
 BX2834  HISTORY     - 1936     GOOD             LAGS
 BX2834  HISTORY     - 1943     GOOD             USE
 BX2834  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX2834
 BX2834                          STATION DESCRIPTION
 BX2834
 BX2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2834'STATION IS ABOUT 1-1/2 MILES W OF VICTORIA, ON TEXAS AND PACIFIC
 BX2834'RAILWAY RIGHT-OF-WAY, 4 TELEGRAPH POLES W OF MILEPOST NO. 250,
 BX2834'ABOUT 70 METERS (230 FEET) E OF ROAD CROSSING, AND ABOUT 10
 BX2834'METERS (33 FEET) S OF CENTER LINE OF MAIN TRACK.
 BX2834'
 BX2834'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2834'DISKS SET IN CONCRETE.
 BX2834'
 BX2834'REFERENCE MARK IS 70.831 METERS (232.38 FEET) FROM STATION,
 BX2834'N 51 DEG 41 MIN W.
 BX2834
 BX2834                          STATION RECOVERY (1935)
 BX2834
 BX2834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2834'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BX2834'CONDITION.
 BX2834'
 BX2834'STATION IS ABOUT 1-1/2 MILES W OF VICTORIA, ON RAILROAD
 BX2834'RIGHT-OF-WAY, 33 YARDS W OF TEXAS AND PACIFIC RAILROAD TRESTLE
 BX2834'NO. 249, 8.45 FEET S OF S RAIL, 11.5 FEET SE OF 2ND TELEGRAPH
 BX2834'POLE E OF ROAD CROSSING, 70 METERS (230 FEET) E OF ROAD CROSSING,
 BX2834'AND ABOUT 10 METERS (33 FEET) S OF CENTER LINE OF MAIN TRACK.
 BX2834'STAMPED FLAT 1919.
 BX2834'
 BX2834'REFERENCE MARK NO. 1 (1919) IS 43.85 FEET N OF N RAILROAD RAIL,
 BX2834'26.4 FEET S OF W GATE POST AND 15.0 FEET W OF CENTER OF N-S
 BX2834'ROAD.  IT WAS REINFORCED WITH CONCRETE AND IS NOW 14 BY 14
 BX2834'INCHES AT GROUND SURFACE, 70.831 METERS (232.38 FEET) FROM
 BX2834'STATION N 128 DEG 40 MIN 30 SEC W.  MARK IS STAMPED FLAT
 BX2834'1919.
 BX2834'
 BX2834'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX2834'THE TOP OF A 14- BY 14- BY 30-INCH CONCRETE PIER, NEAR FENCE
 BX2834'LINE, ON S EDGE OF RAILROAD RIGHT-OF-WAY, 15.09 METERS (49.49
 BX2834'FEET) FROM STATION S 66 DEG 59 MIN 45 SEC W.
 BX2834'
 BX2834'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 64.767 METERS
 BX2834'(212.47 FEET) N 39 DEG 52 MIN 15 SEC W.
 BX2834'
 BX2834'TO REACH THIS STATION TAKE DIRT ROAD E FROM ROBELINE, TOWARDS
 BX2834'PROVENCAL, GO E ABOUT 6 MILES TO TOP OF RIDGE, TURN N ON DIRT
 BX2834'ROAD THROUGH WOODS TO A NEGRO FARMHOUSE, THENCE N ABOUT 1/8
 BX2834'MILE TO RAILROAD AND STATION ABOUT 80 YARDS E.
 BX2834
 BX2834                          STATION RECOVERY (1936)
 BX2834
 BX2834'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2834'STATION RECOVERED AND IS IN GOOD CONDITION.  IT IS 4 TELEGRAPH
 BX2834'POLES E, NOT W OF MILEPOST NO. 250.
 BX2834
 BX2834                          STATION RECOVERY (1943)
 BX2834
 BX2834'RECOVERY NOTE BY US ENGINEERS 1943
 BX2834'STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED IN GOOD
 BX2834'CONDITION AS DESCRIBED.
 BX2834
 BX2834                          STATION RECOVERY (2001)
 BX2834
 BX2834'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2999 ***********************************************************************
 BX2999  DESIGNATION -  FLAT
 BX2999  PID         -  BX2999
 BX2999  STATE/COUNTY-  LA/DE SOTO
 BX2999  USGS QUAD   -  PELICAN (1992)
 BX2999
 BX2999                         *CURRENT SURVEY CONTROL
 BX2999  ___________________________________________________________________
 BX2999* NAD 83(1992)-  31 54 57.03184(N)    093 31 24.81805(W)     ADJUSTED  
 BX2999* NAVD 88     -        90.3    (meters)     296.     (feet)  VERTCON   
 BX2999  ___________________________________________________________________
 BX2999  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BX2999  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX2999
 BX2999  HORZ ORDER  -  SECOND
 BX2999
 BX2999.The horizontal coordinates were established by classical geodetic methods
 BX2999.and adjusted by the National Geodetic Survey in January 1993..
 BX2999
 BX2999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2999
 BX2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2999
 BX2999.The geoid height was determined by GEOID03.
 BX2999
 BX2999;                    North         East     Units Scale Factor Converg.
 BX2999;SPC LA N     -   157,438.418   903,202.000   MT  0.99991474   -0 32 28.2
 BX2999;SPC LA N     -   516,529.21  2,963,255.23   sFT  0.99991474   -0 32 28.2
 BX2999;UTM  15      - 3,531,227.060   450,501.483   MT  0.99963022   -0 16 36.5
 BX2999
 BX2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2999!SPC LA N     -   0.99998990  x   0.99991474  =   0.99990464
 BX2999!UTM  15      -   0.99998990  x   0.99963022  =   0.99962013
 BX2999
 BX2999|---------------------------------------------------------------------|
 BX2999| PID    Reference Object                     Distance      Geod. Az  |
 BX2999|                                                           dddmmss.s |
 BX2999| CV7590 FLAT RM 1                            17.892 METERS 14123     |
 BX2999| BX3001 TURNER                              APPROX. 5.6 KM 2184401.9 |
 BX2999| BX3000 FLAT LDH 1971 RM 2                   15.149 METERS 26118     |
 BX2999| CV7589 FLAT AZ MK                                         2931527.8 |
 BX2999|---------------------------------------------------------------------|
 BX2999
 BX2999                          SUPERSEDED SURVEY CONTROL
 BX2999
 BX2999  NAD 83(1986)-  31 54 57.04288(N)    093 31 24.81347(W) AD(       ) 2
 BX2999  NAD 27      -  31 54 56.45231(N)    093 31 24.17442(W) AD(       ) 2
 BX2999  NGVD 29 (07/19/86)   90.3    (m)          296.     (f) VERT ANG       
 BX2999
 BX2999.Superseded values are not recommended for survey control.
 BX2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2999.See file dsdata.txt to determine how the superseded data were derived.
 BX2999
 BX2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5050131227(NAD 83)
 BX2999_MARKER: DD = SURVEY DISK
 BX2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2999
 BX2999  HISTORY     - Date     Condition        Report By
 BX2999  HISTORY     - 1971     MONUMENTED       LADH
 BX2999
 BX2999                          STATION DESCRIPTION
 BX2999
 BX2999'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2999'THE STATION IS LOCATED 5 MILES NORTHEAST OF PELICAN, 14 MILES
 BX2999'SOUTHEAST OF MANSFIELD AND 6.5 MILES SOUTHWEST OF EVELYN, IN THE
 BX2999'NORTHWEST 1/4 OF SECTION 29, T11N, R11W, AND ON THE PROPERTY OWNED
 BX2999'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BX2999'
 BX2999'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 84 AND STATE
 BX2999'HIGHWAY 175 IN MANSFIELD, GO SOUTH AND EAST ALONG STATE HIGHWAY 175
 BX2999'FOR 11.6 MILES TO THE JUNCTION OF STATE HIGHWAY 346 EAST, TURN LEFT
 BX2999'AND GO EAST ALONG STATE HIGHWAY 346 FOR 3.10 MILES TO THE STATION
 BX2999'WHICH IS SET ON THE RIGHT AND SOUTH OF THE HIGHWAY ON TOP OF A
 BX2999'HILL NEAR A HICKORY TREE.
 BX2999'
 BX2999'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG STATE
 BX2999'HIGHWAY 346 FOR 0.20 MILE.  THE MARK IS SET ON THE RIGHT AND NORTH
 BX2999'OF THE HIGHWAY NEAR AN OAK TREE.
 BX2999'
 BX2999'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2999'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2999'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2999'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2999'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2999'STAMPED FLAT 1971.  THE MARK IS 200 FEET EAST OF A POWER POLE, 70
 BX2999'FEET NORTH-NORTHWEST OF A 12 INCH HICKORY TREE, 45 FEET SOUTH
 BX2999'OF THE CENTER OF STATE HIGHWAY 346 AND 2.5 FEET NORTH OF A
 BX2999'METAL WITNESS POST AND SIGN.
 BX2999'
 BX2999'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2999'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2999'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2999'STAMPED FLAT R. M. 1 1971.  IT IS 86 FEET SOUTH OF THE CENTER OF
 BX2999'STATE HIGHWAY 346, 17 FEET NORTH-NORTHEAST OF A 12 INCH HICKORY
 BX2999'TREE, AND 15 FEET SOUTHEAST OF A DIM TRAIL.
 BX2999'
 BX2999'REFERENCE MARK 2 IS STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2999'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2999'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2999'STAMPED FLAT R. M. 2 1971.  IT IS 137 FEET EAST-SOUTHEAST OF A
 BX2999'POWER POLE, AND 63 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 346.
 BX2999'
 BX2999'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2999'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2999'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2999'STAMPED FLAT AZ. MK, 1971.  IT IS 68 FEET NORTH OF THE CENTER OF
 BX2999'STATE HIGHWAY 346, 52 FEET EAST OF A 24 INCH OAK TREE, 34 FEET
 BX2999'SOUTHEAST OF A 14 INCH HICKORY TREE, 5 FEET SOUTH OF A 12 INCH
 BX2999'PINE TREE, AND 3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BX2999'
 BX2999'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2730 ***********************************************************************
 BX2730  DESIGNATION -  FLATWOODS S CEN BELL MW KLW 23
 BX2730  PID         -  BX2730
 BX2730  STATE/COUNTY-  LA/RAPIDES
 BX2730  USGS QUAD   -  LENA (1992)
 BX2730
 BX2730                         *CURRENT SURVEY CONTROL
 BX2730  ___________________________________________________________________
 BX2730* NAD 83(1992)-  31 24 17.29700(N)    092 52 13.98734(W)     ADJUSTED  
 BX2730* NAVD 88     -                                                        
 BX2730  ___________________________________________________________________
 BX2730  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BX2730  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2730
 BX2730  HORZ ORDER  -  THIRD
 BX2730
 BX2730.The horizontal coordinates were established by classical geodetic methods
 BX2730.and adjusted by the National Geodetic Survey in January 1993..
 BX2730
 BX2730
 BX2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2730
 BX2730.The geoid height was determined by GEOID03.
 BX2730
 BX2730;                    North         East     Units Scale Factor Converg.
 BX2730;SPC LA N     -   100,381.321   964,762.748   MT  0.99995454   -0 11 45.3
 BX2730;SPC LA N     -   329,334.38  3,165,225.78   sFT  0.99995454   -0 11 45.3
 BX2730;UTM  15      - 3,474,473.119   512,305.381   MT  0.99960187   +0 04 02.8
 BX2730
 BX2730                          SUPERSEDED SURVEY CONTROL
 BX2730
 BX2730  NAD 83(1986)-  31 24 17.31907(N)    092 52 13.97938(W) AD(       ) 4
 BX2730  NAD 27      -  31 24 16.69635(N)    092 52 13.42427(W) AD(       ) 3
 BX2730
 BX2730.Superseded values are not recommended for survey control.
 BX2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2730.See file dsdata.txt to determine how the superseded data were derived.
 BX2730
 BX2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1230574473(NAD 83)
 BX2730_MARKER: 45 = MICROWAVE TOWER
 BX2730
 BX2730  HISTORY     - Date     Condition        Report By
 BX2730  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2730  HISTORY     - 19990424 GOOD             USPSQD
 BX2730
 BX2730                          STATION DESCRIPTION
 BX2730
 BX2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2730'THE RED LIGHT ON THE TOP OF THE SOUTH CENTRAL BELL TELEPHONE
 BX2730'AND TELEGRAPH COMPANY MICROWAVE TOWER KLW 23.  IT IS A
 BX2730'STRUCTURAL STEEL TOWER, PAINTED IN ALTERNATE BANDS OF RED AND
 BX2730'WHITE, HAS THREE LARGE REFLECTORS AT THE TOP CORNERS OF THE
 BX2730'TOWER AND A LARGE BRICK BUILDING AT THE BASE OF THE TOWER.  IT
 BX2730'IS LOCATED 0.2 MILE NORTHWEST OF STATE HIGHWAY 8 IN FLATWOODS
 BX2730'AND 100 YARDS NORTH OF STATE HIGHWAY 119.  THE OVERALL HEIGHT
 BX2730'IS 275 FEET.
 BX2730
 BX2730                          STATION RECOVERY (1999)
 BX2730
 BX2730'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1240 ***********************************************************************
 AT1240  DESIGNATION -  FLEUR
 AT1240  PID         -  AT1240
 AT1240  STATE/COUNTY-  LA/PLAQUEMINES
 AT1240  USGS QUAD   -  WILKINSON BAY (1992)
 AT1240
 AT1240                         *CURRENT SURVEY CONTROL
 AT1240  ___________________________________________________________________
 AT1240* NAD 83(1992)-  29 27 46.88184(N)    089 53 21.00523(W)     ADJUSTED  
 AT1240* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1240  **This station is located in a subsidence area (see below).
 AT1240  ___________________________________________________________________
 AT1240  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AT1240  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AT1240
 AT1240  HORZ ORDER  -  SECOND
 AT1240
 AT1240.The horizontal coordinates were established by classical geodetic methods
 AT1240.and adjusted by the National Geodetic Survey in January 1993..
 AT1240
 AT1240 ** The orthometric height has not been validated since last determined
 AT1240 ** by differential leveling and should not be used for control purposes.
 AT1240 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1240 ** area with valid NAVD 88 orthometric heights.
 AT1240 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1240 ** epoch indicated which incorporates improved geoid heights for the
 AT1240 ** Southern Louisiana Subsidence area.
 AT1240 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1240.The orthometric height was scaled from a topographic map.
 AT1240
 AT1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1240
 AT1240.The geoid height was determined by GEOID03.
 AT1240
 AT1240;                    North         East     Units Scale Factor Converg.
 AT1240;SPC LA S     -   107,629.859 1,140,078.198   MT  0.99996950   +0 43 19.6
 AT1240;SPC LA S     -   353,115.63  3,740,406.55   sFT  0.99996950   +0 43 19.6
 AT1240;UTM  16      - 3,262,763.067   219,796.754   MT  1.00056890   -1 25 19.2
 AT1240
 AT1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1240!SPC LA S     -   1.00000385  x   0.99996950  =   0.99997335
 AT1240!UTM  16      -   1.00000385  x   1.00056890  =   1.00057275
 AT1240
 AT1240:                Primary Azimuth Mark                     Grid Az
 AT1240:SPC LA S     -  GAY                                      123 40 51.5
 AT1240:UTM  16      -  GAY                                      125 49 30.3
 AT1240
 AT1240|---------------------------------------------------------------------|
 AT1240| PID    Reference Object                     Distance      Geod. Az  |
 AT1240|                                                           dddmmss.s |
 AT1240| AT1185 GAY                                 APPROX. 8.8 KM 1242411.1 |
 AT1240| AT1229 COON 4                              APPROX. 9.5 KM 1881307.1 |
 AT1240| DD6666 FLEUR RM 1                           18.406 METERS 23139     |
 AT1240| AT1239 SOG                                 APPROX. 2.8 KM 2755930.5 |
 AT1240| DD6667 FLEUR RM 2                           19.595 METERS 31124     |
 AT1240|---------------------------------------------------------------------|
 AT1240
 AT1240                          SUPERSEDED SURVEY CONTROL
 AT1240
 AT1240  NAD 83(1986)-  29 27 46.89408(N)    089 53 21.01175(W) AD(       ) 2
 AT1240  NAD 27      -  29 27 46.10300(N)    089 53 20.76400(W) AD(       ) 2
 AT1240
 AT1240.Superseded values are not recommended for survey control.
 AT1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1240.See file dsdata.txt to determine how the superseded data were derived.
 AT1240
 AT1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1979762763(NAD 83)
 AT1240_MARKER: DS = TRIANGULATION STATION DISK
 AT1240_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1240_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1240
 AT1240  HISTORY     - Date     Condition        Report By
 AT1240  HISTORY     - 1934     MONUMENTED       CGS
 AT1240  HISTORY     - 1959     GOOD             CGS
 AT1240  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT1240
 AT1240                          STATION DESCRIPTION
 AT1240
 AT1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1240'ABOUT 68 METERS
 AT1240'(223 FEET) SW OF
 AT1240'THE END OF THE POINT ON THE SOUTHWERLY SIDE OF
 AT1240'END OF BAY BATISTE AND 37 METERS
 AT1240'(121 FEET) SE OF THE HIGH-WATER MARK
 AT1240'OF THE BAYOU.  THE BAYOU WIDENS OUT INTO A SMALL BAY
 AT1240'A SHORT DISTANCE
 AT1240'E OF THE STATION.  THERE IS A GROUP OF FISHING CAMPS ABOUT 1/2 MILE
 AT1240'TO THE W OF THE
 AT1240'STATION.  THE STATION AND REFERENCE MARKS ARE
 AT1240'STANDARD BRONZE DISK SET IN
 AT1240'CONCRETE IN THE CENTER OF THE TOPS OF
 AT1240'TILES WHICH ARE FASTENED BY MEANS OF CONCRETE
 AT1240'TO THE UPPER ENDS OF
 AT1240'LONG WOODEN PILES DRIVEN INTO THE MARSH.
 AT1240'
 AT1240'REFERENCE MARK NO. 1 IS 18.406 METERS (60.39 FEET) FROM THE
 AT1240'STATION S 51 DEG 39 MIN W.
 AT1240'
 AT1240'REFERENCE MARK NO. 2 IS 19.595 METERS (64.29 FEET) FROM THE
 AT1240'STATION S 48 DEG 36 MIN E.
 AT1240'THE DISTANCE BETWEEN THE TWO
 AT1240'REFERENCE MARKS IS 24.472 METERS (80.29 FEET).
 AT1240
 AT1240                          STATION RECOVERY (1959)
 AT1240
 AT1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AT1240'STATION AND REFERENCE MARK 1 FOUND IN GOOD CONDITION.  MARK 2
 AT1240'IS NOW
 AT1240'APPROXIMATELY 34 FEET OUT IN WATER.
 AT1240
 AT1240                          STATION RECOVERY (1966)
 AT1240
 AT1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1240'STATION WAS RECOVERED IN FAIR CONDITION BUT IS ONLY 8 FEET SOUTHEAST
 AT1240'OF SHORELINE AND
 AT1240'UNDER WATER WHEN TIDE IS IN.  STATION MARK SHOULD
 AT1240'BE CONSIDERED LOST BECAUSE IT WILL
 AT1240'SOON BE WASHED AWAY.  REFERENCE MARK
 AT1240'1 WAS RECOVERED IN WATER AND IN POOR CONDITION.
 AT1240'REFERENCE MARK 2 WAS
 AT1240'NOT RECOVERED.  THERE IS A SMALL WOOD STRUCTURE OVER THE STATION.
 AT1240'A TRAVERSE
 AT1240'CONNECTION WAS MADE TO FLEUR 2 AND THE DISTANCE IS 151.19
 AT1240'FEET OR 46.083 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1241 ***********************************************************************
 AT1241  DESIGNATION -  FLEUR 2
 AT1241  PID         -  AT1241
 AT1241  STATE/COUNTY-  LA/PLAQUEMINES
 AT1241  USGS QUAD   -  WILKINSON BAY (1992)
 AT1241
 AT1241                         *CURRENT SURVEY CONTROL
 AT1241  ___________________________________________________________________
 AT1241* NAD 83(1992)-  29 27 45.69475(N)    089 53 19.96360(W)     ADJUSTED  
 AT1241* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1241  **This station is located in a subsidence area (see below).
 AT1241  ___________________________________________________________________
 AT1241  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AT1241  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AT1241
 AT1241  HORZ ORDER  -  SECOND
 AT1241
 AT1241.The horizontal coordinates were established by classical geodetic methods
 AT1241.and adjusted by the National Geodetic Survey in January 1993..
 AT1241
 AT1241 ** The orthometric height has not been validated since last determined
 AT1241 ** by differential leveling and should not be used for control purposes.
 AT1241 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1241 ** area with valid NAVD 88 orthometric heights.
 AT1241 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1241 ** epoch indicated which incorporates improved geoid heights for the
 AT1241 ** Southern Louisiana Subsidence area.
 AT1241 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1241.The orthometric height was scaled from a topographic map.
 AT1241
 AT1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1241
 AT1241.The geoid height was determined by GEOID03.
 AT1241
 AT1241;                    North         East     Units Scale Factor Converg.
 AT1241;SPC LA S     -   107,593.667 1,140,106.722   MT  0.99996955   +0 43 20.1
 AT1241;SPC LA S     -   352,996.89  3,740,500.14   sFT  0.99996955   +0 43 20.1
 AT1241;UTM  16      - 3,262,725.811   219,823.920   MT  1.00056872   -1 25 18.6
 AT1241
 AT1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1241!SPC LA S     -   1.00000385  x   0.99996955  =   0.99997340
 AT1241!UTM  16      -   1.00000385  x   1.00056872  =   1.00057257
 AT1241
 AT1241|---------------------------------------------------------------------|
 AT1241| PID    Reference Object                     Distance      Geod. Az  |
 AT1241|                                                           dddmmss.s |
 AT1241| DD6669 FLEUR 2 RM 3                         12.687 METERS 07155     |
 AT1241| DD6668 FLEUR 2 AZ MK                                      1304002.7 |
 AT1241| DD6670 FLEUR 2 RM 4                         12.953 METERS 17047     |
 AT1241| AT1240 FLEUR                                46.083 METERS 32229     |
 AT1241|---------------------------------------------------------------------|
 AT1241
 AT1241                          SUPERSEDED SURVEY CONTROL
 AT1241
 AT1241  NAD 83(1986)-  29 27 45.70709(N)    089 53 19.97022(W) AD(       ) 2
 AT1241  NAD 27      -  29 27 44.91580(N)    089 53 19.72240(W) AD(       ) 2
 AT1241
 AT1241.Superseded values are not recommended for survey control.
 AT1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1241.See file dsdata.txt to determine how the superseded data were derived.
 AT1241
 AT1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1982462726(NAD 83)
 AT1241_MARKER: DD = SURVEY DISK
 AT1241_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1241+WITH SETTING: INFORMATION.
 AT1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1241
 AT1241  HISTORY     - Date     Condition        Report By
 AT1241  HISTORY     - 1966     MONUMENTED       CGS
 AT1241
 AT1241                          STATION DESCRIPTION
 AT1241
 AT1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1241'STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF GRAND ISLE, 6 MILES
 AT1241'NORTHEAST OF
 AT1241'BARATARIA BAY, 6-1/2 MILES EAST OF BARATARIA WATERWAY,
 AT1241'2 MILES NORTHWEST OF THE
 AT1241'NORTHWEST SIDE OF BAY BATISTE AND 3/4 MILE
 AT1241'SOUTHEAST OF BAY CHENE FLEUR.
 AT1241'
 AT1241'STATION MARK, A STANDARD DISK STAMPED FLEUR 2 1966, IS CRIMPED
 AT1241'TO THE TOP OF A
 AT1241'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1241'ENCASED IN A 4 INCH ORANGEBURG
 AT1241'SOIL PIPE WHICH PROJECTS 2 FEET.  THE
 AT1241'MARK IS 175 FEET SOUTH OF WATER EDGE, 151 FEET
 AT1241'SOUTHEAST OF WATER
 AT1241'EDGE AND 3 FEET NORTHWEST OF WITNESS POST.
 AT1241'
 AT1241'REFERENCE MARK 3, A STANDARD DISK STAMPED FLEUR 2 NO 3 1966, IS
 AT1241'CRIMPED TO THE TOP
 AT1241'OF A 5/8 INCH COPPER WELD GROUND ROAD 24 FEET LONG
 AT1241'WHICH IS ENCASED IN A 4 INCH
 AT1241'ORANGEBURG SOIL PIPE WHICH PROJECTS 4
 AT1241'FEET.  THE MARK IS 39 FEET EAST OF WITNESS POST.
 AT1241'
 AT1241'REFERENCE MARK 4, A STANDARD DISK STAMPED FLEUR 2 NO 4 1966, IS
 AT1241'CRIMPED TO THE TOP
 AT1241'OF A 5/8 INCH COPPER WELD GROUND ROAD 24 FEET LONG
 AT1241'WHICH IS ENCASED IN A 4 INCH
 AT1241'ORANGEBURG SOIL PIPE WHICH PROJECTS 2-1/2
 AT1241'FEET.  THE MARK IS 40 FEET SOUTH OF WITNESS POST.
 AT1241'
 AT1241'AZIMUTH MARK, A STANDARD DISK STAMPED FLEUR 2 1966, IS CRIMPED
 AT1241'TO THE TOP OF A
 AT1241'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1241'ENCASED IN A 4 INCH ORANGEBURG
 AT1241'SOIL PIPE WHICH PROJECTS 3 FEET.  THE
 AT1241'MARK IS 7 FEET SOUTHWEST OF THE SOUTH EDGE OF A
 AT1241'GRASSLESS SWAMP AREA
 AT1241'AND 1 FOOT WEST OF WITNESS POST.
 AT1241'
 AT1241'FLEUR 1934, A STANDARD DISK SET IN TOP OF A CONCRETE CYLINDER
 AT1241'WHICH IS UNDER
 AT1241'WATER AT PRESENT TIME.  THE STATION IS IN FAIR CONDITION
 AT1241'BUT WILL SOON BE WASHED AWAY.
 AT1241'THE MARK IS SURROUNDED BY 4 2 BY 4 STAKES.
 AT1241'
 AT1241'NOTICE- STATION MAY BE REACHED BY BOAT OR AIRCRAFT.  OBSERVING
 AT1241'UNIT REACHED
 AT1241'STATION BY HELICOPTER FROM EMPIRE.
 AT1241'
 AT1241'HEIGHT OF LIGHT ABOVE STATION MARK 2.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3030 ***********************************************************************
 AU3030  DESIGNATION -  FLEURETTE
 AU3030  PID         -  AU3030
 AU3030  STATE/COUNTY-  LA/TERREBONNE
 AU3030  USGS QUAD   -  LAKE TAMBOUR (1994)
 AU3030
 AU3030                         *CURRENT SURVEY CONTROL
 AU3030  ___________________________________________________________________
 AU3030* NAD 83(1992)-  29 15 48.79022(N)    090 34 48.27215(W)     ADJUSTED  
 AU3030* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3030  **This station is located in a subsidence area (see below).
 AU3030  ___________________________________________________________________
 AU3030  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU3030  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AU3030
 AU3030  HORZ ORDER  -  THIRD
 AU3030
 AU3030.The horizontal coordinates were established by classical geodetic methods
 AU3030.and adjusted by the National Geodetic Survey in January 1993..
 AU3030
 AU3030 ** The orthometric height has not been validated since last determined
 AU3030 ** by differential leveling and should not be used for control purposes.
 AU3030 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3030 ** area with valid NAVD 88 orthometric heights.
 AU3030 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3030 ** epoch indicated which incorporates improved geoid heights for the
 AU3030 ** Southern Louisiana Subsidence area.
 AU3030 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3030.The orthometric height was scaled from a topographic map.
 AU3030
 AU3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3030
 AU3030.The geoid height was determined by GEOID03.
 AU3030
 AU3030;                    North         East     Units Scale Factor Converg.
 AU3030;SPC LA S     -    84,878.441 1,073,209.705   MT  1.00000791   +0 22 35.9
 AU3030;SPC LA S     -   278,472.02  3,521,022.17   sFT  1.00000791   +0 22 35.9
 AU3030;UTM  15      - 3,239,613.818   735,136.853   MT  1.00028230   +1 11 00.5
 AU3030
 AU3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3030!SPC LA S     -   1.00000384  x   1.00000791  =   1.00001175
 AU3030!UTM  15      -   1.00000384  x   1.00028230  =   1.00028614
 AU3030
 AU3030:                Primary Azimuth Mark                     Grid Az
 AU3030:SPC LA S     -  BAYOUN                                   135 07 49.4
 AU3030:UTM  15      -  BAYOUN                                   134 19 24.8
 AU3030
 AU3030|---------------------------------------------------------------------|
 AU3030| PID    Reference Object                     Distance      Geod. Az  |
 AU3030|                                                           dddmmss.s |
 AU3030| AU3047 BAYOUN                              APPROX. 5.8 KM 1353025.3 |
 AU3030| AU3039 LAKE BARRE PASS LIGHT               APPROX. 1.6 KM 1714402.0 |
 AU3030| DD6671 FLEURETTE RM 1                       27.870 METERS 27407     |
 AU3030| DD6672 FLEURETTE RM 2                       37.830 METERS 32313     |
 AU3030|---------------------------------------------------------------------|
 AU3030
 AU3030                          SUPERSEDED SURVEY CONTROL
 AU3030
 AU3030  NAD 83(1986)-  29 15 48.80885(N)    090 34 48.28183(W) AD(       ) 3
 AU3030  NAD 27      -  29 15 47.98900(N)    090 34 47.96300(W) AD(       ) 3
 AU3030
 AU3030.Superseded values are not recommended for survey control.
 AU3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3030.See file dsdata.txt to determine how the superseded data were derived.
 AU3030
 AU3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3513739614(NAD 83)
 AU3030_MARKER: DS = TRIANGULATION STATION DISK
 AU3030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3030_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3030
 AU3030  HISTORY     - Date     Condition        Report By
 AU3030  HISTORY     - 1934     MONUMENTED       CGS
 AU3030  HISTORY     - 1952     GOOD             CGS
 AU3030
 AU3030                          STATION DESCRIPTION
 AU3030
 AU3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3030'STATION IS ON THE S SIDE OF THE LARGE ARM OF LAKE BARRE WHICH
 AU3030'EXTENDS TO THE NORTHWESTWARD, ON A PROMINENT POINT AND ABOUT 1
 AU3030'MILE NORTHWARD FROM SEA BREEZE.  THERE IS A SMALL BAY EXTENDING
 AU3030'INTO THE END OF THIS POINT, SOUTHWARD FROM THE STATION, AND A
 AU3030'LARGE BAY ON THE S SIDE OF THE POINT.
 AU3030'
 AU3030'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU3030'IN CONCRETE IN THE TOP OF TILES.
 AU3030'
 AU3030'REFERENCE MARK NO. 1 IS 27.87 METERS (91.4 FEET) FROM THE STATION
 AU3030'N 85 DEG 53 MIN W.
 AU3030'
 AU3030'REFERENCE MARK NO. 2 IS 37.83 METERS (124.1 FEET) FROM THE STATION
 AU3030'N 36 DEG 47 MIN W.
 AU3030
 AU3030                          STATION RECOVERY (1952)
 AU3030
 AU3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3030'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AU3030'THE ANGLE TO REFERENCE MARK 2 WAS TURNED, THE DISTANCE TAPED, AND
 AU3030'THE GROUND PROBED TO A DEPTH OF SEVERAL FEET BUT THE MARK COULD
 AU3030'NOT BE FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3030'
 AU3030'THE STATION IS LOCATED ON THE W SIDE OF LAKE BARRE, APPROXIMATELY
 AU3030'1 MILE N OF SEA BREEZE, ON THE E POINT OF A DOUBLE POINT ON THE
 AU3030'E SIDE OF THE MOUTH OF BAYOU LA FLEURE, AND 2 FEET E OF A 4- BY
 AU3030'4-INCH WOODEN WITNESS POST.  THE EXTREME POINT OF LAND IS 148 FEET
 AU3030'S 07 DEG W, A POINT TO THE E IS 54 FEET S 39 DEG E,
 AU3030'AND THE NEAREST APPARENT SHORELINE IS 3 FEET N 50 DEG E.
 AU3030'IT IS A STANDARD DISK, STAMPED FLEURETTE 1934 AND SET
 AU3030'IN CONCRETE IN THE TOP OF AN 8-INCH TILE PROJECTING 1 INCH.
 AU3030'
 AU3030'REFERENCE MARK 1 IS 27.87 METERS (91.4 FEET) FROM THE STATION
 AU3030'N 85 DEG 53 MIN W ACCORDING TO THE ORIGINAL DESCRIPTION.
 AU3030'IT IS A STANDARD DISK, STAMPED FLEURETTE NO 1 1934, AND SET IN
 AU3030'CONCRETE IN THE TOP OF AN 8-INCH TILE 6 INCHES UNDER THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3029 ***********************************************************************
 AU3029  DESIGNATION -  FLEURETTE 2
 AU3029  PID         -  AU3029
 AU3029  STATE/COUNTY-  LA/TERREBONNE
 AU3029  USGS QUAD   -  LAKE TAMBOUR (1994)
 AU3029
 AU3029                         *CURRENT SURVEY CONTROL
 AU3029  ___________________________________________________________________
 AU3029* NAD 83(1992)-  29 15 49.80477(N)    090 34 50.04405(W)     ADJUSTED  
 AU3029* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3029  **This station is located in a subsidence area (see below).
 AU3029  ___________________________________________________________________
 AU3029  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU3029  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AU3029
 AU3029  HORZ ORDER  -  THIRD
 AU3029
 AU3029.The horizontal coordinates were established by classical geodetic methods
 AU3029.and adjusted by the National Geodetic Survey in January 1993..
 AU3029
 AU3029 ** The orthometric height has not been validated since last determined
 AU3029 ** by differential leveling and should not be used for control purposes.
 AU3029 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3029 ** area with valid NAVD 88 orthometric heights.
 AU3029 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3029 ** epoch indicated which incorporates improved geoid heights for the
 AU3029 ** Southern Louisiana Subsidence area.
 AU3029 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3029.The orthometric height was scaled from a topographic map.
 AU3029
 AU3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3029
 AU3029.The geoid height was determined by GEOID03.
 AU3029
 AU3029;                    North         East     Units Scale Factor Converg.
 AU3029;SPC LA S     -    84,909.363 1,073,161.664   MT  1.00000785   +0 22 35.0
 AU3029;SPC LA S     -   278,573.47  3,520,864.56   sFT  1.00000785   +0 22 35.0
 AU3029;UTM  15      - 3,239,644.069   735,088.368   MT  1.00028201   +1 10 59.7
 AU3029
 AU3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3029!SPC LA S     -   1.00000384  x   1.00000785  =   1.00001169
 AU3029!UTM  15      -   1.00000384  x   1.00028201  =   1.00028585
 AU3029
 AU3029|---------------------------------------------------------------------|
 AU3029| PID    Reference Object                     Distance      Geod. Az  |
 AU3029|                                                           dddmmss.s |
 AU3029| AU3030 FLEURETTE                            57.132 METERS 12309     |
 AU3029| DD6671 FLEURETTE RM 1                       35.457 METERS 14537     |
 AU3029| AU3048 SEA BREEZE                          APPROX. 2.3 KM 2051716.0 |
 AU3029| DD6674 FLEURETTE 2 RM 4                     22.976 METERS 26008     |
 AU3029| DD6673 FLEURETTE 2 RM 3                     25.786 METERS 33740     |
 AU3029|---------------------------------------------------------------------|
 AU3029
 AU3029                          SUPERSEDED SURVEY CONTROL
 AU3029
 AU3029  NAD 83(1986)-  29 15 49.82342(N)    090 34 50.05373(W) AD(       ) 3
 AU3029  NAD 27      -  29 15 49.00300(N)    090 34 49.73500(W) AD(       ) 3
 AU3029
 AU3029.Superseded values are not recommended for survey control.
 AU3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3029.See file dsdata.txt to determine how the superseded data were derived.
 AU3029
 AU3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3508839644(NAD 83)
 AU3029_MARKER: DS = TRIANGULATION STATION DISK
 AU3029_SETTING: 0 = UNSPECIFIED SETTING
 AU3029
 AU3029  HISTORY     - Date     Condition        Report By
 AU3029  HISTORY     - 1953     MONUMENTED       CGS
 AU3029  HISTORY     - 1965     GOOD             CGS
 AU3029
 AU3029                          STATION DESCRIPTION
 AU3029
 AU3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3029'THE STATION IS LOCATED ON THE W SIDE OF LAKE BARRE, APPROXIMATELY
 AU3029'1.3 MILES N-NE OF SEABREEZE PASS, ON THE E POINT OF A PROMINENT
 AU3029'DOUBLE POINT ON THE E SIDE OF THE ENTRANCE TO A SMALL BAY, AND 2
 AU3029'FEET S OF A 4- BY 4-INCH WOODEN WITNESS POST.  IT IS A STANDARD
 AU3029'DISK, STAMPED FLEURETTE 2 1953, AND SET IN THE TOP OF A
 AU3029'CONCRETE FILLED 6-INCH CONCRETE TILE PROJECTING 12 INCHES.  MARK
 AU3029'IS SUPPORTED ON A 2 BY 4 WHICH IS DRIVEN INTO THE MARSH.  THE
 AU3029'APPARENT SHORELINE IS 90 FEET S 13 DEG W AND 91 FEET
 AU3029'N 70 DEG E.  THE NE TIP OF A SMALL POND IS 71 FEET N 54 DEG W.
 AU3029'
 AU3029'FLEURETTE 1934 IS 2 FEET E OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AU3029'THE APPARENT SHORELINE IS 2 FEET N 05 DEG E.  THE SHORE
 AU3029'IS SUBJECT TO EROSION AND THIS STATION WILL SOON BE WASHED OUT.
 AU3029'A STANDARD DISK, STAMPED FLUERETTE 1934 AND SET IN CONCRETE IN THE
 AU3029'TOP OF AN 8-INCH TILE PROJECTING 1 INCH.
 AU3029'
 AU3029'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLEURETTE NO 1 1934 WITH
 AU3029'THE ARROW POINTING TOWARDS FLEURETTE 1934.  IT IS SET IN THE TOP
 AU3029'OF A CONCRETE FILLED 8-INCH TILE 6 INCHES UNDER THE SURFACE.
 AU3029'
 AU3029'REFERENCE MARK 3 IS 69 FEET SW OF THE APPARENT SHORELINE, ON THE
 AU3029'E SIDE OF THE POINT, AND 40 FEET NE OF THE NE TIP OF A SMALL POND.
 AU3029'IT IS A STANDARD DISK, STAMPED FLEURETTE 2 NO 3 1953, AND SET IN
 AU3029'THE TOP OF A CONCRETE FILLED 6-INCH CONCRETE TILE WHICH PROJECTS
 AU3029'12 INCHES.  MARK IS SUPPORTED ON A 2 BY 4 DRIVEN INTO THE MARSH.
 AU3029'
 AU3029'REFERENCE MARK 4 IS 72 FEET N OF THE APPARENT SHORELINE BETWEEN
 AU3029'THE POINTS, AND 18 FEET SE OF THE SE SHORE OF A SMALL POND.
 AU3029'IT IS A STANDARD DISK, STAMPED FLEURETTE 2 1953 NO 4, AND SET
 AU3029'IN THE TOP OF A CONCRETE FILLED 6-INCH CONCRETE TILE WHICH
 AU3029'PROJECTS 12 INCHES.  MARK IS SUPPORTED ON A 2 BY 4 DRIVEN INTO THE
 AU3029'MARSH.
 AU3029
 AU3029                          STATION RECOVERY (1965)
 AU3029
 AU3029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3029'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN FAIR
 AU3029'CONDITION.  A 1-1/4 INCH PIPE WITNESS POST WAS SET AT THE STATION.
 AU3029'
 AU3029'THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 AU3029'
 AU3029'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2272 ***********************************************************************
 BX2272  DESIGNATION -  FLINT RM 3
 BX2272  PID         -  BX2272
 BX2272  STATE/COUNTY-  LA/RAPIDES
 BX2272  USGS QUAD   -  RAPIDES (1992)
 BX2272
 BX2272                         *CURRENT SURVEY CONTROL
 BX2272  ___________________________________________________________________
 BX2272* NAD 83(1992)-  31 20 41.70242(N)    092 31 25.53362(W)     ADJUSTED  
 BX2272* NAVD 88     -        24.465  (meters)      80.27   (feet)  ADJUSTED  
 BX2272  ___________________________________________________________________
 BX2272  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BX2272  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX2272  DYNAMIC HT  -          24.435 (meters)      80.17  (feet)  COMP
 BX2272  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 BX2272
 BX2272  HORZ ORDER  -  SECOND
 BX2272  VERT ORDER  -  FIRST     CLASS I
 BX2272
 BX2272.The horizontal coordinates were established by classical geodetic methods
 BX2272.and adjusted by the National Geodetic Survey in January 1993..
 BX2272
 BX2272.The orthometric height was determined by differential leveling
 BX2272.and adjusted by the National Geodetic Survey in February 1994..
 BX2272
 BX2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2272
 BX2272.The geoid height was determined by GEOID03.
 BX2272
 BX2272.The dynamic height is computed by dividing the NAVD 88
 BX2272.geopotential number by the normal gravity value computed on the
 BX2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2272.degrees latitude (g = 980.6199 gals.).
 BX2272
 BX2272.The modeled gravity was interpolated from observed gravity values.
 BX2272
 BX2272;                    North         East     Units Scale Factor Converg.
 BX2272;SPC LA N     -    93,681.526   997,739.171   MT  0.99996436   -0 00 45.2
 BX2272;SPC LA N     -   307,353.47  3,273,415.93   sFT  0.99996436   -0 00 45.2
 BX2272;UTM  15      - 3,467,926.399   545,300.595   MT  0.99962531   +0 14 51.9
 BX2272
 BX2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2272!SPC LA N     -   1.00000030  x   0.99996436  =   0.99996466
 BX2272!UTM  15      -   1.00000030  x   0.99962531  =   0.99962561
 BX2272
 BX2272|---------------------------------------------------------------------|
 BX2272| PID    Reference Object                     Distance      Geod. Az  |
 BX2272|                                                           dddmmss.s |
 BX2272| AA7626 FLINT=I 13 RESET                     13.909 METERS 06845     |
 BX2272| CY3571 FLINT RM 4                           42.206 METERS 11013     |
 BX2272| BX1114 CAPPEL AZ MK                         40.958 METERS 29601     |
 BX2272|---------------------------------------------------------------------|
 BX2272
 BX2272                          SUPERSEDED SURVEY CONTROL
 BX2272
 BX2272  NAD 83(1986)-  31 20 41.72171(N)    092 31 25.53002(W) AD(       ) 2
 BX2272  NAD 27      -  31 20 41.07081(N)    092 31 25.02585(W) AD(       ) 2
 BX2272  NAVD 88 (06/15/91)   24.464  (m)           80.26   (f) UNKNOWN     1 1
 BX2272  NGVD 29 (??/??/??)   24.457  (m)           80.24   (f) ADJUSTED    1 1
 BX2272
 BX2272.Superseded values are not recommended for survey control.
 BX2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2272.See file dsdata.txt to determine how the superseded data were derived.
 BX2272
 BX2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4530167926(NAD 83)
 BX2272_MARKER: DR = REFERENCE MARK DISK
 BX2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2272_SP_SET: CONCRETE POST
 BX2272_STAMPING: FLINT NO 3 1919 1969
 BX2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2272+STABILITY: SURFACE MOTION
 BX2272
 BX2272  HISTORY     - Date     Condition        Report By
 BX2272  HISTORY     - 1969     MONUMENTED       CGS
 BX2272  HISTORY     - 1977     GOOD             NGS
 BX2272  HISTORY     - 1981     GOOD             NGS
 BX2272  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2272
 BX2272                          STATION DESCRIPTION
 BX2272
 BX2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2272'5.8 MI NW FROM ALEXANDRIA.
 BX2272'0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL
 BX2272'AT ALEXANDRIA, THENCE 5.35 MILES NORTHWEST ALONG THE TEXAS AND
 BX2272'PACIFIC RAILROAD, 50 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 49
 BX2272'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1, 134
 BX2272'FEET EAST OF CAPPEL AZIMUTH MARK.
 BX2272
 BX2272                          STATION RECOVERY (1981)
 BX2272
 BX2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BX2272'THE STATION MARK, REFERENCE MARK NO. 3 AND CAPPEL (LDH) AZIMUTH MARK
 BX2272'WERE RECOVERED IN GOOD CONDITION.  DUE TO PROBLEMS WITH THE PUBLISHED
 BX2272'DATA ON CAPPEL AZIMUTH MARK, HEADQUARTERS REQUESTED ADDITIONAL
 BX2272'INFORMATION AT FLINT.  SEE ATTACHED SKETCH OF WORK PREFORMED THIS
 BX2272'DATE.
 BX2272
 BX2272                          STATION RECOVERY (1999)
 BX2272
 BX2272'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2586 ***********************************************************************
 AU2586  DESIGNATION -  FLOATING RIG A
 AU2586  PID         -  AU2586
 AU2586  STATE/COUNTY-  LA/IBERIA
 AU2586  USGS QUAD   -  CYPREMORT POINT (1994)
 AU2586
 AU2586                         *CURRENT SURVEY CONTROL
 AU2586  ___________________________________________________________________
 AU2586* NAD 83(1992)-  29 40 29.25678(N)    091 54 59.61780(W)     ADJUSTED  
 AU2586* NAVD 88     -                                                        
 AU2586  **This station is located in a subsidence area (see below).
 AU2586  ___________________________________________________________________
 AU2586  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU2586  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AU2586
 AU2586  HORZ ORDER  -  THIRD
 AU2586
 AU2586.The horizontal coordinates were established by classical geodetic methods
 AU2586.and adjusted by the National Geodetic Survey in January 1993..
 AU2586
 AU2586 ** The orthometric height has not been validated since last determined
 AU2586 ** by differential leveling and should not be used for control purposes.
 AU2586 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2586 ** area with valid NAVD 88 orthometric heights.
 AU2586 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2586 ** epoch indicated which incorporates improved geoid heights for the
 AU2586 ** Southern Louisiana Subsidence area.
 AU2586 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2586
 AU2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2586
 AU2586.The geoid height was determined by GEOID03.
 AU2586
 AU2586;                    North         East     Units Scale Factor Converg.
 AU2586;SPC LA S     -   130,363.520   943,547.535   MT  0.99994184   -0 17 29.8
 AU2586;SPC LA S     -   427,700.98  3,095,622.20   sFT  0.99994184   -0 17 29.8
 AU2586;UTM  15      - 3,283,241.497   604,837.465   MT  0.99973561   +0 32 11.2
 AU2586
 AU2586                          SUPERSEDED SURVEY CONTROL
 AU2586
 AU2586  NAD 83(1986)-  29 40 29.27913(N)    091 54 59.60959(W) AD(       ) 4
 AU2586  NAD 27      -  29 40 28.52100(N)    091 54 59.16100(W) AD(       ) 3
 AU2586
 AU2586.Superseded values are not recommended for survey control.
 AU2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2586.See file dsdata.txt to determine how the superseded data were derived.
 AU2586
 AU2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0483783241(NAD 83)
 AU2586_MARKER: 67 = OIL DERRICK
 AU2586
 AU2586  HISTORY     - Date     Condition        Report By
 AU2586  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2586
 AU2586                          STATION DESCRIPTION
 AU2586
 AU2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2586'THE STATION IS THE SOUTHWESTERLY ONE OF TWO OIL WELL DERRICKS
 AU2586'WHICH ARE ABOUT 22 MILES SOUTHWEST OF JEANERETTE, 26 MILES
 AU2586'WEST-SOUTHWEST OF FRANKLIN, IN WEST COTE BLANCHE BAY.
 AU2586'
 AU2586'THIS IS ONLY A TEMPORARY STATION AND IS USED ONLY TO OBTAIN
 AU2586'POSITIONS OF OTHER POINTS.
 AU2586'
 AU2586'THE CENTER OF THE TOP OF THE DERRICK WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2587 ***********************************************************************
 AU2587  DESIGNATION -  FLOATING RIG B
 AU2587  PID         -  AU2587
 AU2587  STATE/COUNTY-  LA/IBERIA
 AU2587  USGS QUAD   -  CYPREMORT POINT (1994)
 AU2587
 AU2587                         *CURRENT SURVEY CONTROL
 AU2587  ___________________________________________________________________
 AU2587* NAD 83(1992)-  29 40 37.29530(N)    091 54 49.22431(W)     ADJUSTED  
 AU2587* NAVD 88     -                                                        
 AU2587  **This station is located in a subsidence area (see below).
 AU2587  ___________________________________________________________________
 AU2587  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2587  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AU2587
 AU2587  HORZ ORDER  -  THIRD
 AU2587
 AU2587.The horizontal coordinates were established by classical geodetic methods
 AU2587.and adjusted by the National Geodetic Survey in January 1993..
 AU2587
 AU2587 ** The orthometric height has not been validated since last determined
 AU2587 ** by differential leveling and should not be used for control purposes.
 AU2587 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2587 ** area with valid NAVD 88 orthometric heights.
 AU2587 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2587 ** epoch indicated which incorporates improved geoid heights for the
 AU2587 ** Southern Louisiana Subsidence area.
 AU2587 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2587
 AU2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2587
 AU2587.The geoid height was determined by GEOID03.
 AU2587
 AU2587;                    North         East     Units Scale Factor Converg.
 AU2587;SPC LA S     -   130,609.596   943,828.236   MT  0.99994162   -0 17 24.6
 AU2587;SPC LA S     -   428,508.32  3,096,543.14   sFT  0.99994162   -0 17 24.6
 AU2587;UTM  15      - 3,283,491.553   605,114.523   MT  0.99973633   +0 32 16.4
 AU2587
 AU2587                          SUPERSEDED SURVEY CONTROL
 AU2587
 AU2587  NAD 83(1986)-  29 40 37.31775(N)    091 54 49.21601(W) AD(       ) 4
 AU2587  NAD 27      -  29 40 36.55600(N)    091 54 48.77900(W) AD(       ) 3
 AU2587
 AU2587.Superseded values are not recommended for survey control.
 AU2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2587.See file dsdata.txt to determine how the superseded data were derived.
 AU2587
 AU2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0511583492(NAD 83)
 AU2587_MARKER: 67 = OIL DERRICK
 AU2587
 AU2587  HISTORY     - Date     Condition        Report By
 AU2587  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2587
 AU2587                          STATION DESCRIPTION
 AU2587
 AU2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2587'THE STATION IS THE NORTHEASTERLY ONE OF TWO OIL WELL DERRICKS
 AU2587'WHICH ARE ABOUT 22 MILES SOUTHWEST OF JEANERETTE, 26 MILES
 AU2587'WEST-SOUTHWEST OF FRANKLIN, IN WEST COTE BLANCHE BAY.
 AU2587'
 AU2587'THIS IS ONLY A TEMPORARY STATION AND IS USED ONLY TO OBTAIN
 AU2587'POSITIONS ON OTHER POINTS.
 AU2587'
 AU2587'THE CENTER OF THE TOP OF THE DERRICK WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6354 ***********************************************************************
 AH6354  DESIGNATION -  FLOOD
 AH6354  PID         -  AH6354
 AH6354  STATE/COUNTY-  LA/TERREBONNE
 AH6354  USGS QUAD   -  MONTEGUT (1994)
 AH6354
 AH6354                         *CURRENT SURVEY CONTROL
 AH6354  ___________________________________________________________________
 AH6354* NAD 83(1992)-  29 23 21.34688(N)    090 35 12.51028(W)     ADJUSTED  
 AH6354* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6354  **This station is located in a subsidence area (see below).
 AH6354  ___________________________________________________________________
 AH6354  X           -     -56,961.223 (meters)                     COMP
 AH6354  Y           -  -5,561,480.547 (meters)                     COMP
 AH6354  Z           -   3,111,554.189 (meters)                     COMP
 AH6354  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AH6354  ELLIP HEIGHT-         -23.61  (meters)          (02/21/02) GPS OBS
 AH6354  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH6354
 AH6354  HORZ ORDER  -  FIRST
 AH6354  ELLP ORDER  -  FIFTH     CLASS I
 AH6354
 AH6354.The horizontal coordinates were established by GPS observations
 AH6354.and adjusted by the National Geodetic Survey in December 1998..
 AH6354
 AH6354 ** The orthometric height has not been validated since last determined
 AH6354 ** by differential leveling and should not be used for control purposes.
 AH6354 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6354 ** area with valid NAVD 88 orthometric heights.
 AH6354 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6354 ** epoch indicated which incorporates improved geoid heights for the
 AH6354 ** Southern Louisiana Subsidence area.
 AH6354 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6354.The orthometric height was determined by GPS observations and a
 AH6354.high-resolution geoid model.
 AH6354
 AH6354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6354
 AH6354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6354
 AH6354.The ellipsoidal height was determined by GPS observations
 AH6354.and is referenced to NAD 83.
 AH6354
 AH6354.The geoid height was determined by GEOID03.
 AH6354
 AH6354;                    North         East     Units Scale Factor Converg.
 AH6354;SPC LA S     -    98,807.653 1,072,464.571   MT  0.99998231   +0 22 23.8
 AH6354;SPC LA S     -   324,171.44  3,518,577.51   sFT  0.99998231   +0 22 23.8
 AH6354;UTM  15      - 3,253,535.083   734,194.812   MT  1.00027682   +1 11 05.2
 AH6354
 AH6354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6354!SPC LA S     -   1.00000371  x   0.99998231  =   0.99998602
 AH6354!UTM  15      -   1.00000371  x   1.00027682  =   1.00028053
 AH6354
 AH6354                          SUPERSEDED SURVEY CONTROL
 AH6354
 AH6354  ELLIP H (12/17/98)  -23.59   (m)                       GP(       ) 4 2
 AH6354
 AH6354.Superseded values are not recommended for survey control.
 AH6354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6354.See file dsdata.txt to determine how the superseded data were derived.
 AH6354
 AH6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3419553535(NAD 83)
 AH6354_MARKER: I = METAL ROD
 AH6354_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6354_STAMPING: FLOOD
 AH6354_MARK LOGO: LA-109
 AH6354_PROJECTION: RECESSED 10 CENTIMETERS
 AH6354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6354+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2004
 AH6354_ROD/PIPE-DEPTH: 18.3 meters
 AH6354_SLEEVE-DEPTH  :  0.9 meters
 AH6354
 AH6354  HISTORY     - Date     Condition        Report By
 AH6354  HISTORY     - 1995     MONUMENTED       MPHI
 AH6354  HISTORY     - 20040127 GOOD             USACE
 AH6354
 AH6354                          STATION DESCRIPTION
 AH6354
 AH6354'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6354'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6354'55 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6354'HWY 55 FOR 12.3 MI (19.8 KM) AND THE STATION IS ON THE LEFT.  THE
 AH6354'STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION
 AH6354'IS 20.0 FT (6.1 M) EAST FROM THE CENTERLINE OF THE SHELL ROAD, 147.8
 AH6354'FT (45.0 M) EAST FROM THE EDGE OF THE BULKHEAD ON THE PROJECTED
 AH6354'CENTERLINE OF THE SHELL ROAD TO FLOOD GATE, 103.3 FT (31.5 M)
 AH6354'NORTHWEST FROM THE POWER POLE, AND 188.7 FT (57.5 M) SOUTH FROM THE
 AH6354'POWER POLE.
 AH6354
 AH6354                          STATION RECOVERY (2004)
 AH6354
 AH6354'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (MWH)
 AH6354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2820 ***********************************************************************
 BX2820  DESIGNATION -  FLORA
 BX2820  PID         -  BX2820
 BX2820  STATE/COUNTY-  LA/NATCHITOCHES
 BX2820  USGS QUAD   -  FLORA (1992)
 BX2820
 BX2820                         *CURRENT SURVEY CONTROL
 BX2820  ___________________________________________________________________
 BX2820* NAD 83(1992)-  31 36 28.86331(N)    093 01 45.29198(W)     ADJUSTED  
 BX2820* NAVD 88     -        32.1    (meters)     105.     (feet)  VERTCON   
 BX2820  ___________________________________________________________________
 BX2820  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 BX2820  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX2820
 BX2820  HORZ ORDER  -  SECOND
 BX2820
 BX2820.The horizontal coordinates were established by classical geodetic methods
 BX2820.and adjusted by the National Geodetic Survey in January 1993..
 BX2820
 BX2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2820
 BX2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2820
 BX2820.The geoid height was determined by GEOID03.
 BX2820
 BX2820;                    North         East     Units Scale Factor Converg.
 BX2820;SPC LA N     -   122,974.248   949,781.879   MT  0.99992926   -0 16 47.3
 BX2820;SPC LA N     -   403,458.01  3,116,076.05   sFT  0.99992926   -0 16 47.3
 BX2820;UTM  15      - 3,496,989.112   497,225.703   MT  0.99960009   -0 00 55.2
 BX2820
 BX2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2820!SPC LA N     -   0.99999907  x   0.99992926  =   0.99992833
 BX2820!UTM  15      -   0.99999907  x   0.99960009  =   0.99959916
 BX2820
 BX2820:                Primary Azimuth Mark                     Grid Az
 BX2820:SPC LA N     -  FLORA AZ MK 2                            145 08 36.3
 BX2820:UTM  15      -  FLORA AZ MK 2                            144 52 44.2
 BX2820
 BX2820|---------------------------------------------------------------------|
 BX2820| PID    Reference Object                     Distance      Geod. Az  |
 BX2820|                                                           dddmmss.s |
 BX2820| CV7595 FLORA AZ MK 2                                      1445149.0 |
 BX2820| CV7596 FLORA RM 1                           26.623 METERS 15227     |
 BX2820| BX2821 FLORA RM 2                           18.744 METERS 22807     |
 BX2820|---------------------------------------------------------------------|
 BX2820
 BX2820                          SUPERSEDED SURVEY CONTROL
 BX2820
 BX2820  NAD 83(1986)-  31 36 28.88202(N)    093 01 45.28453(W) AD(       ) 2
 BX2820  NAD 27      -  31 36 28.28446(N)    093 01 44.69424(W) AD(       ) 2
 BX2820  NGVD 29 (07/19/86)   32.1    (m)          105.     (f) VERT ANG       
 BX2820
 BX2820.Superseded values are not recommended for survey control.
 BX2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2820.See file dsdata.txt to determine how the superseded data were derived.
 BX2820
 BX2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9722696989(NAD 83)
 BX2820_MARKER: DD = SURVEY DISK
 BX2820_SETTING: 0 = UNSPECIFIED SETTING
 BX2820
 BX2820  HISTORY     - Date     Condition        Report By
 BX2820  HISTORY     - 1968     MONUMENTED       LADTD
 BX2820
 BX2820                          STATION DESCRIPTION
 BX2820
 BX2820'DESCRIBED BY LA TRANSP AND DEV 1968 (RT)
 BX2820'STATION MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2820'STAMPED FLORA 1968, IS SET IN THE TOP OF A CONCRETE POST THAT
 BX2820'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 BX2820'IS 2.2 FEET WEST OF A FENCE, 11.9 FEET SOUTH OF A CONCRETE
 BX2820'RIGHT OF WAY MARKER, 59.2 FEET SOUTHEAST OF A CONCRETE RIGHT
 BX2820'OF WAY MARKER, 103.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 1,
 BX2820'13.9 FEET SOUTH OF THE SOUTHEAST CORNER OF A CATTLE PEN AND 3
 BX2820'FEET EAST OF A METAL WITNESS POST AND SIGN.
 BX2820'
 BX2820'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BX2820'1 AND STATE HIGHWAY 494 IN NATCHITOCHES, DRIVE SOUTH ALONG
 BX2820'STATE HIGHWAY 1 FOR 10.81 MILES TO THE STATION SET ON THE EAST
 BX2820'SIDE OF THE HIGHWAY NEAR A CATTLE PEN.
 BX2820'
 BX2820'REFERENCE MARK 1, A STANDARD U.S. COAST AND GEODETIC SURVEY
 BX2820'DISK STAMPED FLORA NO. 1 1968, IS SET IN THE TOP OF A CONCRETE
 BX2820'POST THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BX2820'GROUND.  THE MARK IS 2.3 FEET WEST OF A FENCE AND 103.2 FEET
 BX2820'EAST OF THE CENTER OF STATE HIGHWAY 1.
 BX2820'
 BX2820'REFERENCE MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2820'STAMPED FLORA NO. 2 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2820'THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BX2820'MARK IS 43.7 FEET EAST OF THE CENTER OF STATE HIGHWAY 1, 30.6
 BX2820'FEET SOUTH OF A RIGHT OF WAY MARKER AND 63 FEET SOUTHWEST OF
 BX2820'A RIGHT OF WAY MARKER.
 BX2820'
 BX2820'AZIMUTH MARK 1, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2820'STAMPED FLORA NO. 1 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2820'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BX2820'MARK IS 2.9 FEET NORTH OF A FENCE 71.7 FEET WEST OF THE CENTER
 BX2820'OF STATE HIGHWAY 1, 150.5 FEET SOUTH OF THE CENTER OF STATE
 BX2820'HIGHWAY 494, 144.4 FEET SOUTH OF A RIGHT OF WAY MARKER, THE
 BX2820'MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 BX2820'OF STATE HIGHWAYS 1 AND 494 AND 2 FEET SOUTH OF A METAL
 BX2820'WITNESS POST AND SIGN.
 BX2820'
 BX2820'TO REACH AZIMUTH MARK 1 FROM THE STATION, DRIVE NORTH ALONG
 BX2820'STATE HIGHWAY 1 FOR 0.7 MILE TO THE MARK SET IN THE SOUTHWEST
 BX2820'QUADRANT OF THE INTERSECTION OF STATE HIGHWAYS 1 AND 494.
 BX2820'
 BX2820'AZIMUTH MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2820'STAMPED FLORA NO. 2 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2820'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BX2820'MARK IS 2 FEET EAST OF A FENCE, 65 FEET SOUTH OF A FENCE CORNER,
 BX2820'37 FEET NORTH OF AN 18 INCH PECAN TREE, 100 FEET EAST OF THE
 BX2820'CENTER OF STATE HIGHWAY 1 AND 1.7 FEET NORTH OF A METAL WITNESS
 BX2820'POST AND SIGN.
 BX2820'
 BX2820'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE SOUTH ALONG
 BX2820'STATE HIGHWAY 1 FOR 1 MILE TO THE MARK SET LEFT OF THE HIGHWAY
 BX2820'IN A GARDEN PLOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1689 ***********************************************************************
 BX1689  DESIGNATION -  FLORA=Q 12
 BX1689  PID         -  BX1689
 BX1689  STATE/COUNTY-  LA/NATCHITOCHES
 BX1689  USGS QUAD   -  FLORA (1992)
 BX1689
 BX1689                         *CURRENT SURVEY CONTROL
 BX1689  ___________________________________________________________________
 BX1689* NAD 83(1992)-  31 37 00.89583(N)    093 07 08.68791(W)     ADJUSTED  
 BX1689* NAVD 88     -        32.38   (+/-2cm)     106.2    (feet)  VERTCON   
 BX1689  ___________________________________________________________________
 BX1689  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BX1689  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1689
 BX1689  HORZ ORDER  -  FIRST
 BX1689  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1689
 BX1689.The horizontal coordinates were established by classical geodetic methods
 BX1689.and adjusted by the National Geodetic Survey in January 1993..
 BX1689
 BX1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1689.The vertical order pertains to the NGVD 29 superseded value.
 BX1689
 BX1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1689
 BX1689.The geoid height was determined by GEOID03.
 BX1689
 BX1689;                    North         East     Units Scale Factor Converg.
 BX1689;SPC LA N     -   124,005.924   941,263.796   MT  0.99992844   -0 19 38.3
 BX1689;SPC LA N     -   406,842.77  3,088,129.64   sFT  0.99992844   -0 19 38.3
 BX1689;UTM  15      - 3,497,981.101   488,705.743   MT  0.99960157   -0 03 44.7
 BX1689
 BX1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1689!SPC LA N     -   0.99999902  x   0.99992844  =   0.99992746
 BX1689!UTM  15      -   0.99999902  x   0.99960157  =   0.99960059
 BX1689
 BX1689|---------------------------------------------------------------------|
 BX1689| PID    Reference Object                     Distance      Geod. Az  |
 BX1689|                                                           dddmmss.s |
 BX1689| CV7593 FLORA RM 2                           12.162 METERS 18405     |
 BX1689| CV7592 FLORA RM 1                           17.772 METERS 26839     |
 BX1689| CV7591 FLORA RM                             17.936 METERS 26843     |
 BX1689| BX1692 RUM=P 12 RESET                      APPROX. 4.4 KM 2870150.9 |
 BX1689|---------------------------------------------------------------------|
 BX1689
 BX1689                          SUPERSEDED SURVEY CONTROL
 BX1689
 BX1689  NAD 83(1986)-  31 37 00.91315(N)    093 07 08.68011(W) AD(       ) 1
 BX1689  NAD 27      -  31 37 00.31000(N)    093 07 08.08100(W) AD(       ) 1
 BX1689  NGVD 29 (??/??/??)   32.428  (m)          106.39   (f) ADJUSTED    1 2
 BX1689
 BX1689.Superseded values are not recommended for survey control.
 BX1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1689.See file dsdata.txt to determine how the superseded data were derived.
 BX1689
 BX1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8870697981(NAD 83)
 BX1689_MARKER: DS = TRIANGULATION STATION DISK
 BX1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1689_STAMPING: 106.414 FLORA Q 12 1919
 BX1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1689+STABILITY: SURFACE MOTION
 BX1689
 BX1689  HISTORY     - Date     Condition        Report By
 BX1689  HISTORY     - 1919     MONUMENTED       CGS
 BX1689  HISTORY     - 1919     GOOD             CGS
 BX1689  HISTORY     - 1935     GOOD             CGS
 BX1689  HISTORY     - 1941     GOOD             CGS
 BX1689
 BX1689                          STATION DESCRIPTION
 BX1689
 BX1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1689'STATION IS ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, 3/4 MILE
 BX1689'W OF WEAVER SAWMILL AT FLORA, AT INTERSECTION OF TANGENTS TO
 BX1689'THE CURVE OF N RAILS FROM E AND W, 22-1/2 TELEGRAPH POLES W
 BX1689'OF MILEPOST NO. 240 AND 10.36 METERS (34.0 FEET) S OF CENTER
 BX1689'LINE OF MAIN TRACK.  SURFACE, UNDERGROUND AND REFERENCE MARKS ARE
 BX1689'STANDARD BRONZE DISKS SET IN CONCRETE.
 BX1689'
 BX1689'REFERENCE MARK IS 17.936 METERS (58.85 FEET) FROM STATION,
 BX1689'S 88 DEG 43 MIN W.
 BX1689
 BX1689                          STATION RECOVERY (1919)
 BX1689
 BX1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1689'1.0 MI W FROM FLORA.
 BX1689'ABOUT 1.0 MILE WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1689'CROSSING OF STATE HIGHWAY 75 AT FLORA, NATCHITOCHES PARISH, ABOUT
 BX1689'22-1/2 POLES WEST OF MILEPOST 240, AT THE FIRST CURVE WEST OF THE
 BX1689'WEAVER SAWMILL, ABOUT 277 FEET WEST OF TRESTLE 240.5, AT THE
 BX1689'INTERSECTION OF THE PROLONGATIONS OF THE NORTH RAILS OF THE TANGENTS,
 BX1689'AND 34 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 BX1689'TRIANGULATION-STATION DISK, STAMPED 106.414 FLORA Q 12 1919 AND SET IN
 BX1689'THE TOP OF A CONCRETE POST.
 BX1689
 BX1689                          STATION RECOVERY (1935)
 BX1689
 BX1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1689'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BX1689'CONDITION.  ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, 3/4 MILE
 BX1689'W OF WEAVER SAWMILL AT FLORA AT INTERSECTION OF TANGENTS TO THE
 BX1689'CURVE OF N RAIL FROM E AND W 31.1 FEET S OF S RAILROAD RAIL,
 BX1689'50 FEET W OF THE 20TH TELEPHONE POLE W OF MILEPOST NO. 240.
 BX1689'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 BX1689'CONCRETE.  REFERENCE MARK NO. 1, 1919, IS A STANDARD REFERENCE
 BX1689'DISK SET IN CONCRETE ON RAILROAD RIGHT-OF-WAY ABOUT THE
 BX1689'SAME DISTANCE FROM THE TRACK AS STATION, IN THE HIGH GRASS
 BX1689'AND IN GOOD CONDITION.  DISTANCE FROM STATION IS 17.936
 BX1689'METERS (58.85 FEET) S 88 DEG 43 MIN W. REFERENCE MARK
 BX1689'NO. 2, 1935, IS A STANDARD REFERENCE DISK SET IN A 14- BY
 BX1689'14- BY 30-INCH CONCRETE PIER, JUST N OF S FENCE, 57.3 FEET SW
 BX1689'OF THE TWENTIETH TELEPHONE POLE W OF MILEPOST NO. 240.
 BX1689'DISTANCE FROM STATION 12.16 METERS, 39.90 FEET S 04
 BX1689'DEG 10 MIN 15 SEC W.  DISTANCE TO REFERENCE MARK NO. 1,
 BX1689'20.585 METERS, 67.53 FEET, N 55 DEG 11 MIN 55
 BX1689'SEC W.
 BX1689'
 BX1689'TO REACH THIS STATION, GO W FROM ROAD CROSSING ABOUT 1/4 MILE
 BX1689'W OF WEAVERS SAWMILL IN FLORA, ON N SIDE OF RAILROAD TO HOME
 BX1689'AND CAR STORAGE HOUSE OF SECTION FOREMAN, THEN W ABOUT 1/4 MILE
 BX1689'ON RAILROAD TRACKS.
 BX1689
 BX1689                          STATION RECOVERY (1941)
 BX1689
 BX1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX1689'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FACT THAT ANOTHER
 BX1689'REFERENCE MARK NO. 2 WAS FOUND.  COMPLETE DESCRIPTION FOLLOWS--
 BX1689'STATION IS ON THE TEXAS AND PACIFIC RAILROAD RIGHT-OF-WAY, 3/4
 BX1689'MILE W OF THE WEAVER SAWMILL AT FLORA, AT THE INTERSECTION OF
 BX1689'TANGENTS TO THE CURVE OF N RAILS FROM E AND W, 22-1/2 TELEGRAPH
 BX1689'POLES W OF MILEPOST NO. 240 AND 34 FEET S OF THE CENTER LINE
 BX1689'OF THE MAIN TRACK.  STATION MARK IS STAMPED FLORA 1919 Q 12 AND
 BX1689'PROJECTS 3 INCHES.
 BX1689'
 BX1689'REFERENCE MARK NO. 1 IS W OF THE STATION, 48 FEET S OF THE
 BX1689'CENTER LINE OF THE RAILROAD TRACKS.  IT IS STAMPED FLORA NO.
 BX1689'1 1919 AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS S OF THE
 BX1689'STATION 74 FEET S OF THE CENTER LINE OF RAILROAD TRACKS AND
 BX1689'1-1/2 FEET N OF THE RIGHT-OF-WAY FENCE.  IT IS STAMPED FLORA
 BX1689'NO. 2 1919 AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0718 ***********************************************************************
 AV0718  DESIGNATION -  FLORENCE USGS 1932
 AV0718  PID         -  AV0718
 AV0718  STATE/COUNTY-  LA/VERMILION
 AV0718  USGS QUAD   -  LATANIER BAYOU (1979)
 AV0718
 AV0718                         *CURRENT SURVEY CONTROL
 AV0718  ___________________________________________________________________
 AV0718* NAD 83(1992)-  29 57 46.85578(N)    092 30 51.58273(W)     ADJUSTED  
 AV0718* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0718  **This station is located in a subsidence area (see below).
 AV0718  ___________________________________________________________________
 AV0718  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AV0718  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AV0718
 AV0718  HORZ ORDER  -  THIRD
 AV0718
 AV0718.The horizontal coordinates were established by classical geodetic methods
 AV0718.and adjusted by the National Geodetic Survey in January 1993..
 AV0718
 AV0718 ** The orthometric height has not been validated since last determined
 AV0718 ** by differential leveling and should not be used for control purposes.
 AV0718 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0718 ** area with valid NAVD 88 orthometric heights.
 AV0718 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0718 ** epoch indicated which incorporates improved geoid heights for the
 AV0718 ** Southern Louisiana Subsidence area.
 AV0718 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0718.The orthometric height was scaled from a topographic map.
 AV0718
 AV0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0718
 AV0718.The geoid height was determined by GEOID03.
 AV0718
 AV0718;                    North         East     Units Scale Factor Converg.
 AV0718;SPC LA S     -   162,754.280   886,018.394   MT  0.99992596   -0 35 25.8
 AV0718;SPC LA S     -   533,969.67  2,906,878.68   sFT  0.99992596   -0 35 25.8
 AV0718;UTM  15      - 3,314,786.374   546,859.532   MT  0.99962709   +0 14 33.2
 AV0718
 AV0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0718!SPC LA S     -   1.00000406  x   0.99992596  =   0.99993002
 AV0718!UTM  15      -   1.00000406  x   0.99962709  =   0.99963115
 AV0718
 AV0718:                Primary Azimuth Mark                     Grid Az
 AV0718:SPC LA S     -  GUEYDAN                                  001 05 28.5
 AV0718:UTM  15      -  GUEYDAN                                  000 15 29.5
 AV0718
 AV0718|---------------------------------------------------------------------|
 AV0718| PID    Reference Object                     Distance      Geod. Az  |
 AV0718|                                                           dddmmss.s |
 AV0718| BK0795 GUEYDAN                             APPROX. 7.3 KM 0003002.7 |
 AV0718|---------------------------------------------------------------------|
 AV0718
 AV0718                          SUPERSEDED SURVEY CONTROL
 AV0718
 AV0718  NAD 83(1986)-  29 57 46.87460(N)    092 30 51.57535(W) AD(       ) 3
 AV0718  NAD 27      -  29 57 46.13000(N)    092 30 51.08600(W) AD(       ) 3
 AV0718
 AV0718.Superseded values are not recommended for survey control.
 AV0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0718.See file dsdata.txt to determine how the superseded data were derived.
 AV0718
 AV0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4686014786(NAD 83)
 AV0718_MARKER: DD = SURVEY DISK
 AV0718_SETTING: 0 = UNSPECIFIED SETTING
 AV0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0718
 AV0718  HISTORY     - Date     Condition        Report By
 AV0718  HISTORY     - 1932     MONUMENTED       USGS
 AV0718
 AV0718                          STATION DESCRIPTION
 AV0718
 AV0718'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (JML)
 AV0718'ABOUT 4-1/2 MILES S OF VILLAGE OF GUEYDAN.  50 FEET W AND 60
 AV0718'FEET N FROM INTERSECTION OF T-CANAL N, WHICH IS THE PROBABLE
 AV0718'CORNER OF SEC. 25, 30, 31, 36, T 12 S, RS. 1-2 W, ON TOP OF
 AV0718'LEVEE.  CONCRETE POST WITH STANDARD TABLET STAMPED FLORENCE 1932.
 AV0718'
 AV0718'REFERENCE MARK IS ON S SIDE OF E AND W CANAL, AND ON W SIDE
 AV0718'OF N AND S CANAL, 1 FOOT S AND 2 FEET W OF W GATEPOST, CONCRETE
 AV0718'POST WITH ARROW POINTING TOWARD STATION.
 AV0718'
 AV0718'INSTRUMENT AND SIGNAL OVER STATION MARK.  INSTRUMENT ELEVATED
 AV0718'20 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2845 ***********************************************************************
 BH2845  DESIGNATION -  FLORENVILLE
 BH2845  PID         -  BH2845
 BH2845  STATE/COUNTY-  LA/ST TAMMANY
 BH2845  USGS QUAD   -  HICKORY (1994)
 BH2845
 BH2845                         *CURRENT SURVEY CONTROL
 BH2845  ___________________________________________________________________
 BH2845* NAD 83(1992)-  30 24 59.93450(N)    089 49 52.70891(W)     ADJUSTED  
 BH2845* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 BH2845  ___________________________________________________________________
 BH2845  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BH2845  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BH2845
 BH2845  HORZ ORDER  -  FIRST
 BH2845
 BH2845.The horizontal coordinates were established by classical geodetic methods
 BH2845.and adjusted by the National Geodetic Survey in May 1994..
 BH2845
 BH2845.The orthometric height was scaled from a topographic map.
 BH2845
 BH2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2845
 BH2845.The geoid height was determined by GEOID03.
 BH2845
 BH2845;                    North         East     Units Scale Factor Converg.
 BH2845;SPC LA S     -   213,397.138 1,144,304.549   MT  0.99995198   +0 45 03.7
 BH2845;SPC LA S     -   700,120.44  3,754,272.51   sFT  0.99995198   +0 45 03.7
 BH2845;SPC MS E     -   102,029.808   204,116.327   MT  1.00006338   -0 30 19.1
 BH2845;SPC MS E     -   334,742.80    669,671.65   sFT  1.00006338   -0 30 19.1
 BH2845;UTM  16      - 3,368,358.828   228,020.475   MT  1.00051268   -1 26 03.6
 BH2845
 BH2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2845!SPC LA S     -   1.00000174  x   0.99995198  =   0.99995372
 BH2845!SPC MS E     -   1.00000174  x   1.00006338  =   1.00006512
 BH2845!UTM  16      -   1.00000174  x   1.00051268  =   1.00051442
 BH2845
 BH2845|---------------------------------------------------------------------|
 BH2845| PID    Reference Object                     Distance      Geod. Az  |
 BH2845|                                                           dddmmss.s |
 BH2845| BH2849 FLORENVILLE 1935 RM 1                46.663 METERS 03126     |
 BH2845| DD8787 FLORENVILLE AZ MK                                  1032205.9 |
 BH2845| BH2847 FLORENVILLE 1935 RM 2                41.504 METERS 29642     |
 BH2845|---------------------------------------------------------------------|
 BH2845
 BH2845                          SUPERSEDED SURVEY CONTROL
 BH2845
 BH2845  NAD 83(1992)-  30 24 59.93815(N)    089 49 52.70770(W) AD(       ) 1
 BH2845  NAD 83(1986)-  30 24 59.94673(N)    089 49 52.70573(W) AD(       ) 1
 BH2845  NAD 27      -  30 24 59.24498(N)    089 49 52.45842(W) AD(       ) 1
 BH2845
 BH2845.Superseded values are not recommended for survey control.
 BH2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2845.See file dsdata.txt to determine how the superseded data were derived.
 BH2845
 BH2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2802068359(NAD 83)
 BH2845_MARKER: DS = TRIANGULATION STATION DISK
 BH2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2845+STABILITY: SURFACE MOTION
 BH2845
 BH2845  HISTORY     - Date     Condition        Report By
 BH2845  HISTORY     - 1935     MONUMENTED       CGS
 BH2845  HISTORY     - 1936     GOOD             LAGS
 BH2845
 BH2845                          STATION DESCRIPTION
 BH2845
 BH2845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2845'ABOUT 9.5 MILES NORTH-NORTHWEST OF SLIDELL, 6 MILES WEST-NORTHWEST
 BH2845'OF TOWN OF PEARL RIVER, IN THE NORTHWEST QUARTER OF SEC. 30, T.
 BH2845'7 S., R. 14 E., ON CUT-OVER TIMBER LAND OF UNKNOWN OWNERSHIP, ABOUT
 BH2845'175 YARDS NORTH OF FLAG-STOP STATION OF FLORENVILLE, 126 FEET EAST
 BH2845'OF CENTER LINE OF MAIN LINE OF NEW ORLEANS GREAT NORTHERN
 BH2845'RAILROAD, 65 FEET NORTH OF CENTER LINE OF STATE HIGHWAY 114, AND
 BH2845'56 FEET SOUTHEAST OF 12-INCH PINE.
 BH2845'
 BH2845'TO REACH FROM THE STATE THEATER IN BOGALUSA, GO SOUTH ON STATE
 BH2845'HIGHWAY 7 FOR 9.7 MILES, TURN RIGHT WITH HIGHWAY 7 AND GO 0.35 MILE
 BH2845'TO POST OFFICE AND RAILROAD STATION IN VILLAGE OF SUN, HERE TURN
 BH2845'LEFT JUST AFTER CROSSING RAILROAD TRACKS AND GO SOUTH FOR 2.7
 BH2845'MILES TO JUNCTION OF STATE HIGHWAYS 7 AND 484, TAKE HIGHWAY 484
 BH2845'(LEFT FORK) AND GO SOUTH FOR 7.9 MILES TO JUNCTION WITH STATE
 BH2845'HIGHWAY 58, TURN LEFT AND GO SOUTH ON ROUTE 58 FOR 11.35 MILES TO
 BH2845'JUNCTION WITH HIGHWAY 114 AT FILLING STATION AND CEMETERY, TURN
 BH2845'RIGHT ON HIGHWAY 114 AND CONTINUE 2.85 MILES TO RAILROAD
 BH2845'CROSSING, AND STATION ON RIGHT.
 BH2845'
 BH2845'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BH2845'BRONZE DISKS SET IN CONCRETE.
 BH2845'
 BH2845'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION IN PASTURE LAND.
 BH2845'
 BH2845'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION IN PASTURE LAND,
 BH2845'AND 32 FEET EAST OF CENTER LINE OF RAILROAD.
 BH2845'
 BH2845'AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF STATION IN PASTURE, 40 FEET
 BH2845'WEST OF LANE LEADING TO HOUSE, AND 10 FEET EAST OF FENCE CORNER.
 BH2845'
 BH2845'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 BH2845'
 BH2845'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BH2845
 BH2845                          STATION RECOVERY (1936)
 BH2845
 BH2845'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BH2845'SURFACE MARK OF STATION FLORENVILLE 1935 DUG UP IN JULY, 1936, WAS
 BH2845'ADDITIONALLY STAMPED RESET 1936 AND RESET AS THE SURFACE MARK
 BH2845'OF FLORENVILLE RESET 1936.
 BH2845'
 BH2845'ORIGINAL REFERENCE MARKS HAVE NOT BEEN DISTURBED AND ARE USED AS
 BH2845'REFERENCE MARKS FOR FLORENVILLE RESET 1936.
 BH2845'
 BH2845'AZIMUTH MARK HAS NOT BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2847 ***********************************************************************
 BH2847  DESIGNATION -  FLORENVILLE 1935 RM 2
 BH2847  PID         -  BH2847
 BH2847  STATE/COUNTY-  LA/ST TAMMANY
 BH2847  USGS QUAD   -  HICKORY (1994)
 BH2847
 BH2847                         *CURRENT SURVEY CONTROL
 BH2847  ___________________________________________________________________
 BH2847* NAD 83(1992)-  30 25 00.54014(N)    089 49 54.09816(W)     ADJUSTED  
 BH2847* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BH2847  ___________________________________________________________________
 BH2847  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BH2847  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BH2847
 BH2847  HORZ ORDER  -  SECOND
 BH2847
 BH2847.The horizontal coordinates were established by classical geodetic methods
 BH2847.and adjusted by the National Geodetic Survey in May 1994..
 BH2847
 BH2847.The orthometric height was scaled from a topographic map.
 BH2847
 BH2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2847
 BH2847.The geoid height was determined by GEOID03.
 BH2847
 BH2847;                    North         East     Units Scale Factor Converg.
 BH2847;SPC LA S     -   213,415.299 1,144,267.232   MT  0.99995200   +0 45 03.0
 BH2847;SPC LA S     -   700,180.03  3,754,150.08   sFT  0.99995200   +0 45 03.0
 BH2847;SPC MS E     -   102,048.785   204,079.412   MT  1.00006346   -0 30 19.8
 BH2847;SPC MS E     -   334,805.06    669,550.54   sFT  1.00006346   -0 30 19.8
 BH2847;UTM  16      - 3,368,378.411   227,983.857   MT  1.00051293   -1 26 04.3
 BH2847
 BH2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2847!SPC LA S     -   1.00000205  x   0.99995200  =   0.99995405
 BH2847!SPC MS E     -   1.00000205  x   1.00006346  =   1.00006551
 BH2847!UTM  16      -   1.00000205  x   1.00051293  =   1.00051499
 BH2847
 BH2847                          SUPERSEDED SURVEY CONTROL
 BH2847
 BH2847  NAD 83(1992)-  30 25 00.54377(N)    089 49 54.09695(W) AD(       ) 2
 BH2847  NAD 83(1986)-  30 25 00.55240(N)    089 49 54.09506(W) AD(       ) 2
 BH2847  NAD 27      -  30 24 59.85062(N)    089 49 53.84764(W) AD(       ) 2
 BH2847
 BH2847.Superseded values are not recommended for survey control.
 BH2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2847.See file dsdata.txt to determine how the superseded data were derived.
 BH2847
 BH2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2798468378(NAD 83)
 BH2847_MARKER: DR = REFERENCE MARK DISK
 BH2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2847+STABILITY: SURFACE MOTION
 BH2847
 BH2847  HISTORY     - Date     Condition        Report By
 BH2847  HISTORY     - 1935     MONUMENTED       CGS
 BH2847
 BH2847                          STATION DESCRIPTION
 BH2847
 BH2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BH2847'SEE STATION FLORENVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2846 ***********************************************************************
 BH2846  DESIGNATION -  FLORENVILLE RESET
 BH2846  PID         -  BH2846
 BH2846  STATE/COUNTY-  LA/ST TAMMANY
 BH2846  USGS QUAD   -  HICKORY (1994)
 BH2846
 BH2846                         *CURRENT SURVEY CONTROL
 BH2846  ___________________________________________________________________
 BH2846* NAD 83(1992)-  30 25 00.85612(N)    089 49 57.18192(W)     ADJUSTED  
 BH2846* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 BH2846  ___________________________________________________________________
 BH2846  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BH2846  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BH2846
 BH2846  HORZ ORDER  -  FIRST
 BH2846
 BH2846.The horizontal coordinates were established by classical geodetic methods
 BH2846.and adjusted by the National Geodetic Survey in May 1994..
 BH2846
 BH2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2846
 BH2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2846
 BH2846.The geoid height was determined by GEOID03.
 BH2846
 BH2846;                    North         East     Units Scale Factor Converg.
 BH2846;SPC LA S     -   213,423.950 1,144,184.813   MT  0.99995201   +0 45 01.5
 BH2846;SPC LA S     -   700,208.41  3,753,879.67   sFT  0.99995201   +0 45 01.5
 BH2846;SPC MS E     -   102,059.243   203,997.194   MT  1.00006366   -0 30 21.4
 BH2846;SPC MS E     -   334,839.37    669,280.79   sFT  1.00006366   -0 30 21.4
 BH2846;UTM  16      - 3,368,390.205   227,901.782   MT  1.00051348   -1 26 05.9
 BH2846
 BH2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2846!SPC LA S     -   1.00000213  x   0.99995201  =   0.99995414
 BH2846!SPC MS E     -   1.00000213  x   1.00006366  =   1.00006579
 BH2846!UTM  16      -   1.00000213  x   1.00051348  =   1.00051561
 BH2846
 BH2846:                Primary Azimuth Mark                     Grid Az
 BH2846:SPC LA S     -  TALISHEEK ATT MICROWAVE                  001 19 55.1
 BH2846:SPC MS E     -  TALISHEEK ATT MICROWAVE                  002 35 18.0
 BH2846:UTM  16      -  TALISHEEK ATT MICROWAVE                  003 31 02.5
 BH2846
 BH2846|---------------------------------------------------------------------|
 BH2846| PID    Reference Object                     Distance      Geod. Az  |
 BH2846|                                                           dddmmss.s |
 BH2846| BH2848 TALISHEEK ATT MICROWAVE             APPROX. 8.6 KM 0020456.6 |
 BH2846| DD8788 FLORENVILLE RESET AZ MK                            10323     |
 BH2846| DD8789 FLORENVILLE RESET RM 3               39.463 METERS 12340     |
 BH2846| DD8790 FLORENVILLE RESET RM 4               25.269 METERS 19549     |
 BH2846| BH2883 DIXIE RANCH LOT                     APPROX. 8.9 KM 2073007.0 |
 BH2846| DD8791 FLORENVILLE RESET RM 5               33.083 METERS 22514     |
 BH2846|---------------------------------------------------------------------|
 BH2846
 BH2846                          SUPERSEDED SURVEY CONTROL
 BH2846
 BH2846  NAD 83(1992)-  30 25 00.85969(N)    089 49 57.18072(W) AD(       ) 1
 BH2846  NAD 83(1986)-  30 25 00.86849(N)    089 49 57.17855(W) AD(       ) 1
 BH2846  NAD 27      -  30 25 00.16650(N)    089 49 56.93137(W) AD(       ) 1
 BH2846  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 BH2846
 BH2846.Superseded values are not recommended for survey control.
 BH2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2846.See file dsdata.txt to determine how the superseded data were derived.
 BH2846
 BH2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2790268390(NAD 83)
 BH2846_MARKER: DS = TRIANGULATION STATION DISK
 BH2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2846+STABILITY: SURFACE MOTION
 BH2846
 BH2846  HISTORY     - Date     Condition        Report By
 BH2846  HISTORY     - 1936     MONUMENTED       LAGS
 BH2846  HISTORY     - 1953     GOOD             CGS
 BH2846  HISTORY     - 1970     GOOD             NGS
 BH2846
 BH2846                          STATION DESCRIPTION
 BH2846
 BH2846'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1936 (DGR)
 BH2846'STATION FLORENVILLE 1935 WAS RECOVERED IN 1936, ORIGINAL DESCRIPTION
 BH2846'CORRECT AND MARK FOUND IN GOOD CONDITION. HOWEVER, BECAUSE OF
 BH2846'CONSTUCTION OF A RAILROAD OVERPASS IT WAS NECESSARY TO RELOCATE THE
 BH2846'STATION, AND NEW DESCRIPTION FOLLOWS--
 BH2846'
 BH2846'ABOUT 9.5 MILES NORTH-NORTHWEST OF SLIDELL, 6 MILES WEST-NORTHWEST
 BH2846'OF PEARL RIVER, IN THE NORTHWEST QUARTER OF SEC. 30, T. 7 S., R. 14
 BH2846'E., ON CUT-OVER LAND OWNED BY MR. POINTEVENT OF MANDEVILLE, ABOUT
 BH2846'175 YARDS NORTH OF THE FLAG-STOP STATION OF FLORENVILLE, 227 FEET
 BH2846'NORTH ALONG RAILROAD TRACK FROM POINT OF INTERSECTION OF CENTER
 BH2846'LINE OF PROPOSED RAILROAD OVERPASS AND CENTER LINE OF THE TRACK,
 BH2846'211.9 FEET WEST FROM CENTER LINE OF TRACK, ON OLD RAILROAD BED,
 BH2846'AND 112.3 FEET WEST OF A BLAZED PINE.
 BH2846'
 BH2846'TO REACH FROM THE STATE THEATER IN BOGALUSA, GO SOUTH ON STATE
 BH2846'HIGHWAY 7 FOR 12.5 MILES TO BUSH, TURN LEFT ON STATE HIGHWAY 484 AND
 BH2846'GO SOUTH 6.9 MILES TO TALISHEEK AND JUNCTION WITH STATE HIGHWAY 58,
 BH2846'TURN LEFT ON THIS ROAD, AND GO SOUTHWEST 11.4 MILES TO JUNCTION
 BH2846'WITH STATE HIGHWAY 114 AT FILLING STATION AND CEMETERY TURN RIGHT
 BH2846'ON THIS ROAD AND GO WEST 2.9 MILES TO RAILROAD CROSSING AND STATION
 BH2846'ON RIGHT.
 BH2846'
 BH2846'REFERENCE MARK NO. 1 IS EAST OF STATION IN PASTURE, AND IS THE SAME
 BH2846'AS FOR STATION FLORENVILLE 1935.
 BH2846'
 BH2846'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF STATION IN PASTURE, 32 FEET
 BH2846'EAST OF CENTER LINE OF RAILROAD TRACK, AND IS THE SAME AS FOR
 BH2846'STATION FLORENVILLE 1935.
 BH2846'
 BH2846'AZIMUTH MARK OF FLORENVILLE 1935 IS ABOUT 0.45 MILE EAST-SOUTHEAST
 BH2846'OF STATION IN PASTURE, 40 FEET WEST OF LANE LEADING TO HOUSE, AND 10
 BH2846'FEET EAST OF FENCE CORNER.
 BH2846
 BH2846                          STATION RECOVERY (1953)
 BH2846
 BH2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BH2846'THE STATION, FLORENVILLE 1935 RESET 1936, WAS RECOVERED AND IS IN
 BH2846'GOOD CONDITION. THE FLORENVILLE AZIMUTH MARK 1935 IS IN GOOD
 BH2846'CONDITION AND NOW SERVES AS THE AZIMUTH MARK FOR THIS STATION.
 BH2846'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE ESTABLISHED BY
 BH2846'THIS PARTY.
 BH2846'
 BH2846'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BH2846'
 BH2846'THE STATION IS LOCATED ABOUT 9.5 MILES NORTH-NORTHWEST OF SLIDELL
 BH2846'AND 6 MILES WEST-NORTHWEST OF PEARL RIVER. IT IS 235 FEET WEST OF
 BH2846'THE WEST RAIL OF A RAILROAD, 230 FEET NORTHWEST OF THE WEST END OF
 BH2846'A RAILROAD OVERPASS AND 150 FEET NORTH OF THE CENTER OF STATE
 BH2846'HIGHWAY 114. IT IS STAMPED FLORENVILLE 1935 RESET 1936 AND
 BH2846'PROJECTS 2 INCHES.
 BH2846'
 BH2846'REFERENCE MARK NO. 3 IS AT THE BASE OF THE APPROACH OF THE OVERPASS,
 BH2846'120 FEET WEST OF THE WEST RAIL OF A RAILROAD AND 90 FEET NORTH OF
 BH2846'THE CENTER OF STATE HIGHWAY 114. IT IS STAMPED FLORENVILLE NO 3
 BH2846'1935 RESET 1936 AND PROJECTS 2 INCHES.
 BH2846'
 BH2846'REFERENCE MARK NO. 4 IS AT THE BASE OF THE APPROACH OF THE OVERPASS
 BH2846'AND 90 FEET NORTH OF THE CENTER OF STATE HIGHWAY 114. IT IS STAMPED
 BH2846'FLORENVILLE NO 4 1935 RESET 1936 AND PROJECTS 5 INCHES.
 BH2846'
 BH2846'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 BH2846'IS 130.2 FEET.
 BH2846'
 BH2846'THE AZIMUTH MARK IS LOCATED IN A PASTURE AND 40 FEET WEST OF A TRACK
 BH2846'ROAD. IT IS A STANDARD REFERENCE MARK DISK STAMPED FLORENVILLE AZI
 BH2846'1935 AND PROJECTS 8 INCHES.
 BH2846'
 BH2846'TO REACH THE STATION FROM THE DEPOT IN PEARL RIVER, GO SOUTH ON U.S.
 BH2846'HIGHWAY 11 FOR 0.1 MILE TO STATE HIGHWAY 58. TURN RIGHT AND GO
 BH2846'NORTHWESTERLY ON STATE HIGHWAY 58 FOR 4.05 MILES TO STATE HIGHWAY
 BH2846'114, TURN LEFT AND GO WESTERLY ON STATE HIGHWAY 114 FOR 2.8 MILES
 BH2846'TO THE WEST END OF THE RAILROAD OVERPASS AND THE STATION ON THE
 BH2846'RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE RAILROAD
 BH2846'OVERPASS (JUST SOUTH OF THE STATION), GO EAST ON STATE HIGHWAY
 BH2846'114 FOR 0.35 MILE TO A DIM T ROAD RIGHT. TURN RIGHT AND FOLLOW
 BH2846'THE DIM ROAD SOUTHEASTERLY FOR 0.15 MILE TO THE AZIMUTH MARK ON
 BH2846'THE RIGHT AS DESCRIBED.
 BH2846
 BH2846                          STATION RECOVERY (1970)
 BH2846
 BH2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2846'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND
 BH2846'IN GOOD CONDITION.  REFERENCE MARK 4 HAS BEEN DESTROYED AND THE
 BH2846'AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.  REFERENCE
 BH2846'MARK 5 WAS ESTABLISHED BY THIS PARTY.  NO SUITABLE PLACE COULD
 BH2846'BE FOUND TO SET A VISIBLE AZIMUTH MARK FROM THE GROUND AT THE
 BH2846'STATION.
 BH2846'
 BH2846'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 BH2846'
 BH2846'THE STATION IS 9-1/2 MILES NORTH-NORTHWEST OF SLIDELL, 4 MILES
 BH2846'SOUTH AND 12-1/2 MILES EAST OF ABITA SPRINGS AND 6 MILES
 BH2846'WEST-NORTHWEST OF THE PEARL RIVER, ON LAND OWNED BY THE CROWN
 BH2846'ZELLERBACH CORP. OF BOGALUSA.
 BH2846'
 BH2846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND
 BH2846'59 IN ABITA SPRINGS, GO SOUTHEAST ON HIGHWAY 36 FOR 8.3 MILES TO
 BH2846'THE JUNCTION WITH STATE HIGHWAY 1088 ON THE RIGHT.  CONTINUE
 BH2846'SOUTHEAST EAST ON HIGHWAY 36 FOR 1.75 MILES TO THE JUNCTION WITH
 BH2846'STATE HIGHWAY 434 ON THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY
 BH2846'36 FOR 3.2 MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT,
 BH2846'THENCE LEFT AND FOLLOW THE GRAVELED ROAD EASTERLY, PARALLEL WITH
 BH2846'HIGHWAY 36, FOR 0.2 MILE TO THE HIGHWAY OVERPASS.  TURN LEFT ON
 BH2846'A TRACK ROAD AND PASS UNDER THE OVERPASS FOR 0.05 MILE TO A
 BH2846'FENCE CORNER.  TURN LEFT, ALONG SOUTH SIDE OF THE FENCE
 BH2846'FOR ABOUT 175 FEET TO A GATE IN THE FENCE LINE AND THE STATION
 BH2846'AS DESCRIBED.
 BH2846'
 BH2846'THE STATION MARK IS A STANDARD DISK STAMPED FLORENVILLE 1935
 BH2846'RESET 1936, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BH2846'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BH2846'GROUND.  IT IS 235 FEET WEST-SOUTHWEST OF THE WEST RAIL OF THE
 BH2846'RAILROAD TRACK, 174.5 FEET NORTH-NORTHWEST OF THE CENTER OF
 BH2846'HIGHWAY 36, 57.5 FEET NORTH-NORTHWEST OF THE FENCE, 18.5 FEET
 BH2846'EAST-NORTHEAST OF A 14-INCH PINE TREE, 6.5 FEET WEST-SOUTHWEST
 BH2846'OF A METAL WITNESS POST AND ON THE TOP OF A SMALL
 BH2846'NORTHEAST-SOUTHWEST RIDGE.
 BH2846'
 BH2846'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FLORENVILLE NO 3 1935
 BH2846'RESET 1936, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 BH2846'IS 8 INCHES BELOW THE GROUND LEVEL ON SIDE OF OVERPASS FILL.  IT
 BH2846'IS 91.5 FEET NORTHWEST OF THE WEST END OF RAILING OF THE
 BH2846'OVERPASS, 87 FEET NORTH OF THE CENTER OF HIGHWAY 36, 40 FEET
 BH2846'SOUTHWEST OF THE CORNER FENCE POST, 30 FEET SOUTH OF THE FENCE
 BH2846'AND 6 INCHES WEST OF A METAL WITNESS POST.
 BH2846'
 BH2846'REFERENCE MARK 5 IS A STANDARD DISK STAMPED FLORENVILLE NO 5 1935
 BH2846'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BH2846'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BH2846'109.5 FEET NORTH OF THE CENTER OF HIGHWAY 36, 8 FEET SOUTH OF
 BH2846'THE FENCE AND 1.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 BH2846'
 BH2846'HEIGHT OF LIGHT ABOVE STATION MARK 38.2 M.
 BH2846'
 BH2846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2846'NEAR THE VILLAGE OF FLORENVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3406 ***********************************************************************
 BJ3406  DESIGNATION -  FLORIDA
 BJ3406  PID         -  BJ3406
 BJ3406  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3406  USGS QUAD   -  FRED (1980)
 BJ3406
 BJ3406                         *CURRENT SURVEY CONTROL
 BJ3406  ___________________________________________________________________
 BJ3406* NAD 83(1992)-  30 38 02.17925(N)    091 07 05.35179(W)     ADJUSTED  
 BJ3406* NAVD 88     -        25.554  (meters)      83.84   (feet)  ADJUSTED  
 BJ3406  ___________________________________________________________________
 BJ3406  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ3406  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3406  DYNAMIC HT  -          25.521 (meters)      83.73  (feet)  COMP
 BJ3406  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3406
 BJ3406  HORZ ORDER  -  FIRST
 BJ3406  VERT ORDER  -  SECOND    CLASS I
 BJ3406
 BJ3406.The horizontal coordinates were established by classical geodetic methods
 BJ3406.and adjusted by the National Geodetic Survey in January 1993..
 BJ3406
 BJ3406.The orthometric height was determined by differential leveling
 BJ3406.and adjusted by the National Geodetic Survey in February 1994..
 BJ3406
 BJ3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3406
 BJ3406.The geoid height was determined by GEOID03.
 BJ3406
 BJ3406.The dynamic height is computed by dividing the NAVD 88
 BJ3406.geopotential number by the normal gravity value computed on the
 BJ3406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3406.degrees latitude (g = 980.6199 gals.).
 BJ3406
 BJ3406.The modeled gravity was interpolated from observed gravity values.
 BJ3406
 BJ3406;                    North         East     Units Scale Factor Converg.
 BJ3406;SPC LA S     -   236,559.038 1,020,628.407   MT  0.99998662   +0 06 27.3
 BJ3406;SPC LA S     -   776,110.78  3,348,511.70   sFT  0.99998662   +0 06 27.3
 BJ3406;UTM  15      - 3,390,543.802   680,350.793   MT  1.00000126   +0 57 33.0
 BJ3406
 BJ3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3406!SPC LA S     -   1.00000027  x   0.99998662  =   0.99998689
 BJ3406!UTM  15      -   1.00000027  x   1.00000126  =   1.00000153
 BJ3406
 BJ3406|---------------------------------------------------------------------|
 BJ3406| PID    Reference Object                     Distance      Geod. Az  |
 BJ3406|                                                           dddmmss.s |
 BJ3406| BJ4729 TEMPORARY POINT 1 1975              210.429 METERS 07832     |
 BJ3406| BJ3405 FLORIDA RM 1                         26.091 METERS 09751     |
 BJ3406| BJ4727 ZACHARY FLA GAS TRANS RAD MAST      111.376 METERS 10016     |
 BJ3406| BJ4014 FLORIDA AZ MK                       APPROX. 0.8 KM 1113738.6 |
 BJ3406| BJ3407 FLORIDA RM 2                         30.809 METERS 18955     |
 BJ3406|---------------------------------------------------------------------|
 BJ3406
 BJ3406                          SUPERSEDED SURVEY CONTROL
 BJ3406
 BJ3406  NAD 83(1986)-  30 38 02.19718(N)    091 07 05.34870(W) AD(       ) 1
 BJ3406  NAD 27      -  30 38 01.52845(N)    091 07 04.96560(W) AD(       ) 1
 BJ3406  NGVD 29 (07/19/86)   25.7    (m)           84.     (f) VERT ANG       
 BJ3406
 BJ3406.Superseded values are not recommended for survey control.
 BJ3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3406.See file dsdata.txt to determine how the superseded data were derived.
 BJ3406
 BJ3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8035190544(NAD 83)
 BJ3406_MARKER: DS = TRIANGULATION STATION DISK
 BJ3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3406_SP_SET: CONCRETE POST
 BJ3406_STAMPING: FLORIDA 1970
 BJ3406_MARK LOGO: NGS   
 BJ3406_PROJECTION: FLUSH
 BJ3406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3406+STABILITY: SURFACE MOTION
 BJ3406
 BJ3406  HISTORY     - Date     Condition        Report By
 BJ3406  HISTORY     - 1970     MONUMENTED       NGS
 BJ3406  HISTORY     - 1975     GOOD             LOCENG
 BJ3406  HISTORY     - 1983     GOOD             LADTD
 BJ3406  HISTORY     - 1987     GOOD             LA-033
 BJ3406
 BJ3406                          STATION DESCRIPTION
 BJ3406
 BJ3406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3406'NO MEASUREMENT BETWEEN RMS, DUE TO VEHICLES ON LINE.
 BJ3406'
 BJ3406'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF BAKER, 2-1/2 MILES
 BJ3406'EAST-SOUTHEAST OF ZACHARY AND 0.4 MILE WEST OF STATE HIGHWAY 67.  IT
 BJ3406'IS IN SECTION 9, T 5 S, R 1 E, IN THE WEST PART OF THE FRONT OF THE
 BJ3406'PUMPING STATION OF FLORIDA GAS TRANSMISSION COMPANY.  PERMISSION
 BJ3406'WAS OBTAINED FROM THE STATION SUPERINTENDENT, THE OFFICE IS AT
 BJ3406'SITE.
 BJ3406'
 BJ3406'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 67,
 BJ3406'ABOUT 3 MILES EAST OF ZACHARY, GO SOUTHERLY ON STATE HIGHWAY 67 FOR
 BJ3406'1.0 MILE TO LOWER ZACHARY ROAD ON THE RIGHT.  (CONTINUE SOUTHERLY
 BJ3406'ON STATE HIGHWAY 67 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT,
 BJ3406'EAST SIDE OF ROAD AND IN THE NORTH END OF BRIDGE ABUTMENT).  TURN
 BJ3406'RIGHT AND GO WEST ON LOWER ZACHARY ROAD FOR 0.4 MILE TO THE ENTRANCE
 BJ3406'TO FLORIDA GAS TRANSMISSION COMPANY DRIVEWAY ON THE LEFT, TURN LEFT
 BJ3406'AND STATION IS ON THE RIGHT AS DESCRIBED.
 BJ3406'
 BJ3406'STATION MARKS ARE STANDARD DISK STAMPED FLORIDA 1970.  THE SURFACE
 BJ3406'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ3406'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 118 FEET SOUTH OF THE
 BJ3406'CENTERLINE OF LOWER ZACHARY ROAD, 93 FEET SOUTH-SOUTHWEST OF
 BJ3406'THE CENTER OF GATE, 48 FEET WEST OF THE APPROXIMATE CENTER OF
 BJ3406'DRIVEWAY, 41 FEET EAST OF FENCELINE AND 40 FEET NORTHEAST OF A 20
 BJ3406'INCH OAK TREE. THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 BJ3406'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ3406'
 BJ3406'REFERENCE MARK 1, A STANDARD DISK STAMPED FLORIDA NO 1 1970, IN DRILL
 BJ3406'HOLE IN THE SIDE WALK AT THE BASE OF FLAGPOLE.  IT IS 38 FEET SOUTH
 BJ3406'OF THE SOUTH LEG OF SIGN, 37.5 FEET EAST OF THE APPROXIMATE CENTER OF
 BJ3406'DRIVEWAY AND 3 FEET WEST OF FLAGPOLE.
 BJ3406'
 BJ3406'REFERENCE MARK 2, A STANDARD DISK STAMPED FLORIDA NO 2 1970, IS SET
 BJ3406'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3406'WITH THE GROUND SURFACE.  IT IS 32 FEET SOUTH-SOUTHEAST OF A TWIN
 BJ3406'TRUNK OAK TREE, 28 FEET EAST OF FENCELINE AND 1.9 FEET WEST OF THE
 BJ3406'CURB OF PARKING LOT.
 BJ3406'
 BJ3406'THE AZIMUTH MARK, A STANDARD DISK STAMPED FLORIDA 1970, IS SET IN
 BJ3406'DRILL HOLE IN THE NORTH END OF BRIDGE ABUTMENT.  IT IS 25.5 FEET
 BJ3406'EAST OF THE CENTERLINE OF STATE HIGHWAY 67, 2.7 FEET SOUTHWEST OF
 BJ3406'METAL WITNESS POST WITH SIGN ATTACHED AND 0.9 FEET SOUTH OF THE
 BJ3406'NORTH END OF THE ABUTMENT HEAD.
 BJ3406'
 BJ3406'NOTE--ADDRESS OF PROPERTY OWNER IS FLORIDA GAS TRANSMISSION COMPANY,
 BJ3406'POST OFFICE BOX 447, AZCHARY, LOUISIANA, 70791.
 BJ3406'
 BJ3406'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ3406
 BJ3406                          STATION RECOVERY (1975)
 BJ3406
 BJ3406'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RT)
 BJ3406'NO MEASUREMENT BETWEEN RMS, DUE TO VEHICLES ON LINE.
 BJ3406'
 BJ3406'THE STATION WAS VISITED 7-22-75 AND THE STATION MARK, REFERENCE MARK
 BJ3406'1, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 BJ3406'CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE TO FIND THE STATION.
 BJ3406'
 BJ3406'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3406'
 BJ3406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 BJ3406'EAST-SOUTHEAST OF ZACHARY.
 BJ3406
 BJ3406                          STATION RECOVERY (1983)
 BJ3406
 BJ3406'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3406'4 KM (2.5 MI) ESE FROM ZACHARY.
 BJ3406'ABOUT 1.6 KM (1 MILE) SOUTH ON STATE HIGHWAY 67 FROM THE JUNCTION WITH
 BJ3406'STATE HIGHWAY 64 EAST OF ZACHARY TO LOWER ZACHARY ROAD ON THE RIGHT,
 BJ3406'THENCE WEST ON LOWER ZACHARY ROAD FOR ABOUT 0.6 KM (0.4 MILE) TO THE
 BJ3406'BENCH MARK ON THE LEFT AT THE FLORIDA GAS TRANSMISSION COMPANY, 36
 BJ3406'METERS (118 FEET) SOUTH OF THE CENTER OF LOWER ZACHARY ROAD, 28.3
 BJ3406'METERS (93 FEET) SOUTH-SOUTHWEST OF THE CENTER OF A GATE, 14.6 METERS
 BJ3406'(48 FEET) WEST OF THE CENTER OF DRIVEWAY INTO GAS PLANT, 12.5 METERS
 BJ3406'(41 FEET) EAST OF A FENCE.
 BJ3406'THE MARK IS 12.2 METERS  NE FROM  THE 20-INCH OAK TREE
 BJ3406'THE MARK IS ABOVE LEVEL WITH LOWER ZACHARY ROAD.
 BJ3406
 BJ3406                          STATION RECOVERY (1987)
 BJ3406
 BJ3406'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4014 ***********************************************************************
 BJ4014  DESIGNATION -  FLORIDA AZ MK
 BJ4014  PID         -  BJ4014
 BJ4014  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4014  USGS QUAD   -  FRED (1980)
 BJ4014
 BJ4014                         *CURRENT SURVEY CONTROL
 BJ4014  ___________________________________________________________________
 BJ4014* NAD 83(1992)-  30 37 52.92726(N)    091 06 38.36930(W)     ADJUSTED  
 BJ4014* NAVD 88     -        24.636  (meters)      80.83   (feet)  ADJUSTED  
 BJ4014  ___________________________________________________________________
 BJ4014  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4014  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4014  DYNAMIC HT  -          24.604 (meters)      80.72  (feet)  COMP
 BJ4014  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ4014
 BJ4014  HORZ ORDER  -  SECOND
 BJ4014  VERT ORDER  -  SECOND    CLASS II
 BJ4014
 BJ4014.The horizontal coordinates were established by classical geodetic methods
 BJ4014.and adjusted by the National Geodetic Survey in January 1993..
 BJ4014
 BJ4014.The orthometric height was determined by differential leveling
 BJ4014.and adjusted by the National Geodetic Survey in February 1994..
 BJ4014
 BJ4014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4014
 BJ4014.The geoid height was determined by GEOID03.
 BJ4014
 BJ4014.The dynamic height is computed by dividing the NAVD 88
 BJ4014.geopotential number by the normal gravity value computed on the
 BJ4014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4014.degrees latitude (g = 980.6199 gals.).
 BJ4014
 BJ4014.The modeled gravity was interpolated from observed gravity values.
 BJ4014
 BJ4014;                    North         East     Units Scale Factor Converg.
 BJ4014;SPC LA S     -   236,275.497 1,021,347.487   MT  0.99998612   +0 06 40.8
 BJ4014;SPC LA S     -   775,180.53  3,350,870.88   sFT  0.99998612   +0 06 40.8
 BJ4014;UTM  15      - 3,390,270.975   681,074.019   MT  1.00000449   +0 57 46.5
 BJ4014
 BJ4014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4014!SPC LA S     -   1.00000041  x   0.99998612  =   0.99998653
 BJ4014!UTM  15      -   1.00000041  x   1.00000449  =   1.00000490
 BJ4014
 BJ4014:                Primary Azimuth Mark                     Grid Az
 BJ4014:SPC LA S     -  17 R 006                                 012 37 40.8
 BJ4014:UTM  15      -  17 R 006                                 011 46 35.1
 BJ4014
 BJ4014|---------------------------------------------------------------------|
 BJ4014| PID    Reference Object                     Distance      Geod. Az  |
 BJ4014|                                                           dddmmss.s |
 BJ4014| BJ3404 17 R 006                            APPROX. 0.5 KM 0124421.6 |
 BJ4014| BJ3406 FLORIDA                             APPROX. 0.8 KM 2913752.4 |
 BJ4014|---------------------------------------------------------------------|
 BJ4014
 BJ4014                          SUPERSEDED SURVEY CONTROL
 BJ4014
 BJ4014  NAD 83(1986)-  30 37 52.94516(N)    091 06 38.36624(W) AD(       ) 2
 BJ4014  NAD 27      -  30 37 52.27581(N)    091 06 37.98411(W) AD(       ) 2
 BJ4014  NGVD 29 (07/19/86)   24.8    (m)           81.     (f) VERT ANG       
 BJ4014
 BJ4014.Superseded values are not recommended for survey control.
 BJ4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4014.See file dsdata.txt to determine how the superseded data were derived.
 BJ4014
 BJ4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8107490271(NAD 83)
 BJ4014_MARKER: DZ = AZIMUTH MARK DISK
 BJ4014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ4014_SP_SET: CONCRETE CULVERT HEADWALL
 BJ4014_STAMPING: FLORIDA 1970
 BJ4014_MARK LOGO: NGS   
 BJ4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4014+STABILITY: SURFACE MOTION
 BJ4014
 BJ4014  HISTORY     - Date     Condition        Report By
 BJ4014  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4014  HISTORY     - 1987     GOOD             LA-033
 BJ4014
 BJ4014                          STATION DESCRIPTION
 BJ4014
 BJ4014'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4014'THE AZIMUTH MARK, A STANDARD DISK STAMPED FLORIDA 1970, IS SET IN
 BJ4014'DRILL HOLE IN THE NORTH END OF BRIDGE ABUTMENT.  IT IS 25.5 FEET
 BJ4014'EAST OF THE CENTERLINE OF STATE HIGHWAY 67, 2.7 FEET SOUTHWEST OF
 BJ4014'METAL WITNESS POST WITH SIGN ATTACHED AND 0.9 FEET SOUTH OF THE
 BJ4014'NORTH END OF THE ABUTMENT HEAD.
 BJ4014
 BJ4014                          STATION RECOVERY (1987)
 BJ4014
 BJ4014'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4014'5.8 KM (3.6 MI) NE FROM BAKER.
 BJ4014'ABOUT 4.2 KM (2.6 MI) NORTHEAST ALONG PLANK ROAD FROM THE
 BJ4014'INTERSECTION OF PLANK ROAD (STATE HIGHWAY 67) AND DYER ROAD TO A
 BJ4014'CONCRETE BOX CULVERT AND THE BENCH MARK CEMENTED IN A DRILL HOLE IN
 BJ4014'THE NORTHEAST CORNER OF THE NORTHEAST HEADWALL AND FLUSH WITH THE TOP
 BJ4014'OF THE HEADWALL.
 BJ4014'THE MARK IS 0.61 M BELOW PLANK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3405 ***********************************************************************
 BJ3405  DESIGNATION -  FLORIDA RM 1
 BJ3405  PID         -  BJ3405
 BJ3405  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3405  USGS QUAD   -  FRED (1980)
 BJ3405
 BJ3405                         *CURRENT SURVEY CONTROL
 BJ3405  ___________________________________________________________________
 BJ3405* NAD 83(1986)-  30 38 03.     (N)    091 07 04.     (W)     SCALED    
 BJ3405* NAVD 88     -        25.689  (meters)      84.28   (feet)  ADJUSTED  
 BJ3405  ___________________________________________________________________
 BJ3405  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3405  DYNAMIC HT  -          25.656 (meters)      84.17  (feet)  COMP
 BJ3405  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3405
 BJ3405  VERT ORDER  -  SECOND    CLASS I
 BJ3405
 BJ3405.The horizontal coordinates were scaled from a topographic map and have
 BJ3405.an estimated accuracy of +/- 6 seconds.
 BJ3405
 BJ3405.The orthometric height was determined by differential leveling
 BJ3405.and adjusted by the National Geodetic Survey in February 1994..
 BJ3405
 BJ3405.The geoid height was determined by GEOID03.
 BJ3405
 BJ3405.The dynamic height is computed by dividing the NAVD 88
 BJ3405.geopotential number by the normal gravity value computed on the
 BJ3405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3405.degrees latitude (g = 980.6199 gals.).
 BJ3405
 BJ3405.The modeled gravity was interpolated from observed gravity values.
 BJ3405
 BJ3405;                    North         East    Units  Estimated Accuracy
 BJ3405;SPC LA S     -   236,580.    1,020,660.      MT  (+/- 180 meters Scaled)
 BJ3405
 BJ3405                          SUPERSEDED SURVEY CONTROL
 BJ3405
 BJ3405.No superseded survey control is available for this station.
 BJ3405
 BJ3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP803905(NAD 83)
 BJ3405_MARKER: DR = REFERENCE MARK DISK
 BJ3405_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3405_SP_SET: SIDEWALK
 BJ3405_STAMPING: FLORIDA NO 1 1970
 BJ3405_MARK LOGO: NGS   
 BJ3405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3405
 BJ3405  HISTORY     - Date     Condition        Report By
 BJ3405  HISTORY     - 1970     MONUMENTED       NGS
 BJ3405  HISTORY     - 1983     GOOD             LADTD
 BJ3405  HISTORY     - 1987     GOOD             LA-033
 BJ3405
 BJ3405                          STATION DESCRIPTION
 BJ3405
 BJ3405'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3405'4 KM (2.5 MI) ESE FROM ZACHARY.
 BJ3405'ABOUT 1.6 KM (1 MILE) SOUTH ON STATE HIGHWAY 67 FROM THE JUNCTION WITH
 BJ3405'STATE HIGHWAY 64 EAST OF ZACHARY TO LOWER ZACHARY ROAD ON THE RIGHT,
 BJ3405'THENCE WEST ON LOWER ZACHARY ROAD FOR ABOUT 0.6 KM (0.4 MILE) TO THE
 BJ3405'BENCH MARK ON THE LEFT SET IN A DRILL HOLE IN A SQUARE MASS OF
 BJ3405'CONCRETE AT THE FLORIDA GAS TRANSMISSION COMPANY, 21.6 METERS (71
 BJ3405'FEET) NORTHWEST OF A FIRE HYDRANT, 16.6 METERS (54.5 FEET) NORTH OF A
 BJ3405'FLAGPOLE, 14 METERS (46 FEET) SOUTH OF THE SOUTH EDGE OF COMPANY SIGN.
 BJ3405'THE MARK IS 11.6 METERS  E FROM  THE CENTER OF DRIVE
 BJ3405'THE MARK IS ABOVE LEVEL WITH LOWER ZACHARY ROAD.
 BJ3405
 BJ3405                          STATION RECOVERY (1987)
 BJ3405
 BJ3405'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3407 ***********************************************************************
 BJ3407  DESIGNATION -  FLORIDA RM 2
 BJ3407  PID         -  BJ3407
 BJ3407  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3407  USGS QUAD   -  FRED (1980)
 BJ3407
 BJ3407                         *CURRENT SURVEY CONTROL
 BJ3407  ___________________________________________________________________
 BJ3407* NAD 83(1986)-  30 38 02.     (N)    091 07 05.     (W)     SCALED    
 BJ3407* NAVD 88     -        25.566  (meters)      83.88   (feet)  ADJUSTED  
 BJ3407  ___________________________________________________________________
 BJ3407  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3407  DYNAMIC HT  -          25.533 (meters)      83.77  (feet)  COMP
 BJ3407  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3407
 BJ3407  VERT ORDER  -  SECOND    CLASS I
 BJ3407
 BJ3407.The horizontal coordinates were scaled from a topographic map and have
 BJ3407.an estimated accuracy of +/- 6 seconds.
 BJ3407
 BJ3407.The orthometric height was determined by differential leveling
 BJ3407.and adjusted by the National Geodetic Survey in February 1994..
 BJ3407
 BJ3407.The geoid height was determined by GEOID03.
 BJ3407
 BJ3407.The dynamic height is computed by dividing the NAVD 88
 BJ3407.geopotential number by the normal gravity value computed on the
 BJ3407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3407.degrees latitude (g = 980.6199 gals.).
 BJ3407
 BJ3407.The modeled gravity was interpolated from observed gravity values.
 BJ3407
 BJ3407;                    North         East    Units  Estimated Accuracy
 BJ3407;SPC LA S     -   236,550.    1,020,640.      MT  (+/- 180 meters Scaled)
 BJ3407
 BJ3407                          SUPERSEDED SURVEY CONTROL
 BJ3407
 BJ3407.No superseded survey control is available for this station.
 BJ3407
 BJ3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP803905(NAD 83)
 BJ3407_MARKER: DR = REFERENCE MARK DISK
 BJ3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3407_SP_SET: CONCRETE POST
 BJ3407_STAMPING: FLORIDA NO 2 1970
 BJ3407_MARK LOGO: NGS   
 BJ3407_PROJECTION: FLUSH
 BJ3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3407+STABILITY: SURFACE MOTION
 BJ3407
 BJ3407  HISTORY     - Date     Condition        Report By
 BJ3407  HISTORY     - 1970     MONUMENTED       NGS
 BJ3407  HISTORY     - 1983     GOOD             LADTD
 BJ3407
 BJ3407                          STATION DESCRIPTION
 BJ3407
 BJ3407'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3407'4 KM (2.5 MI) ESE FROM ZACHARY.
 BJ3407'ABOUT 1.6 KM (1 MILE) SOUTH ON STATE HIGHWAY 67 FROM THE JUNCTION WITH
 BJ3407'STATE HIGHWAY 64 EAST OF ZACHARY TO LOWER ZACHARY ROAD ON THE RIGHT,
 BJ3407'THENCE WEST ON LOWER ZACHARY ROAD FOR ABOUT 0.6 KM (0.4 MILE) TO THE
 BJ3407'BENCH MARK ON THE LEFT AT THE FLORIDA GAS TRANSMISSION COMPANY, 9.8
 BJ3407'METERS (32 FEET) SOUTH-SOUTHEAST OF A TWIN TRUNK OAK TREE, 8.5 METERS
 BJ3407'(28 FEET) EAST OF A FENCE.
 BJ3407'THE MARK IS 0.61 METERS  W FROM  THE CURB OF PARKING LOT
 BJ3407'THE MARK IS ABOVE LEVEL WITH LOWER ZACHARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2948 ***********************************************************************
 BX2948  DESIGNATION -  FLORIEN
 BX2948  PID         -  BX2948
 BX2948  STATE/COUNTY-  LA/SABINE
 BX2948  USGS QUAD   -  FLORIEN (1997)
 BX2948
 BX2948                         *CURRENT SURVEY CONTROL
 BX2948  ___________________________________________________________________
 BX2948* NAD 83(1992)-  31 28 34.02350(N)    093 26 55.53907(W)     ADJUSTED  
 BX2948* NAVD 88     -       112.9    (meters)     370.     (feet)  VERTCON   
 BX2948  ___________________________________________________________________
 BX2948  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 BX2948  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BX2948
 BX2948  HORZ ORDER  -  FIRST
 BX2948
 BX2948.The horizontal coordinates were established by classical geodetic methods
 BX2948.and adjusted by the National Geodetic Survey in January 1993..
 BX2948
 BX2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2948
 BX2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2948
 BX2948.The geoid height was determined by GEOID03.
 BX2948
 BX2948;                    North         East     Units Scale Factor Converg.
 BX2948;SPC LA N     -   108,622.272   909,848.791   MT  0.99994425   -0 30 05.8
 BX2948;SPC LA N     -   356,371.57  2,985,062.24   sFT  0.99994425   -0 30 05.8
 BX2948;UTM  15      - 3,482,456.845   457,372.702   MT  0.99962241   -0 14 03.6
 BX2948
 BX2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2948!SPC LA N     -   0.99998645  x   0.99994425  =   0.99993070
 BX2948!UTM  15      -   0.99998645  x   0.99962241  =   0.99960886
 BX2948
 BX2948:                Primary Azimuth Mark                     Grid Az
 BX2948:SPC LA N     -  FISHER BOISE SO MICROWAVE                020 44 00.6
 BX2948:UTM  15      -  FISHER BOISE SO MICROWAVE                020 27 58.4
 BX2948
 BX2948|---------------------------------------------------------------------|
 BX2948| PID    Reference Object                     Distance      Geod. Az  |
 BX2948|                                                           dddmmss.s |
 BX2948| BX2847 FISHER BOISE SO MICROWAVE           APPROX. 7.1 KM 0201354.8 |
 BX2948| BX2846 FISHER LOT                          APPROX. 7.0 KM 0203916.4 |
 BX2948| CV7597 FLORIEN RM 1                         31.742 METERS 02841     |
 BX2948| BX2932 PEASON LOT                          APPROX.13.1 KM 1034420.4 |
 BX2948| BX2933 GOODSON                             APPROX.10.4 KM 1085014.4 |
 BX2948| BX2949 FLORIEN MUN TANK                    APPROX. 3.6 KM 1920527.9 |
 BX2948| CV7598 FLORIEN RM 2                         25.534 METERS 24529     |
 BX2948|---------------------------------------------------------------------|
 BX2948
 BX2948                          SUPERSEDED SURVEY CONTROL
 BX2948
 BX2948  NAD 83(1986)-  31 28 34.03529(N)    093 26 55.53306(W) AD(       ) 1
 BX2948  NAD 27      -  31 28 33.39833(N)    093 26 54.90695(W) AD(       ) 1
 BX2948  NGVD 29 (07/19/86)  113.0    (m)          371.     (f) VERT ANG       
 BX2948
 BX2948.Superseded values are not recommended for survey control.
 BX2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2948.See file dsdata.txt to determine how the superseded data were derived.
 BX2948
 BX2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5737382457(NAD 83)
 BX2948_MARKER: DS = TRIANGULATION STATION DISK
 BX2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2948
 BX2948  HISTORY     - Date     Condition        Report By
 BX2948  HISTORY     - 1971     MONUMENTED       NGS
 BX2948  HISTORY     - 20010331 GOOD             NGS
 BX2948
 BX2948                          STATION DESCRIPTION
 BX2948
 BX2948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2948'NO MEASUREMENT BETWEEN RM 1-RM 2 DUE TO BRUSH AND TREES ON LINE.
 BX2948'
 BX2948'THE STATION IS LOCATED ON A LOW SAND HILL THAT IS HEAVILY WOODED,
 BX2948'ABOUT 6 MILES SOUTH-SOUTHEAST OF MANY, 2 MILES NORTH-NORTHEAST OF
 BX2948'FLORIEN, 1-1/2 MILES SOUTHEAST OF FISHER AND ON PROPERTY OWNED BY
 BX2948'THE LOUISIANA STATE FOREST SERVICE, C/O MR. R. L. MCKILLIPE,
 BX2948'NATCHITOCHES, LOUISIANA.
 BX2948'
 BX2948'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE
 BX2948'HIGHWAY 118 ABOUT 1 MILE NORTH OF FLORIEN, GO NORTHEAST ON STATE
 BX2948'HIGHWAY 118 FOR 0.85 MILE TO AN ANGLE CROSSROAD.  TURN LEFT AND GO
 BX2948'NORTH ON SURFACED ROAD 0.45 MILE TO A FORK AND A SIDE ROAD RIGHT,
 BX2948'BEAR RIGHT AND CONTINUE NORTH ON GRADED ROAD FOR 0.25 MILE TO A
 BX2948'DRIVEWAY ON THE RIGHT AND AN OLD WOODS ROAD ON THE LEFT.  TURN
 BX2948'LEFT ON DIM WOODS ROAD AND GO WESTERLY FOLLOWING OLD WOODS ROAD
 BX2948'FOR 0.1 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 BX2948'
 BX2948'STATION MARKS ARE STANDARD DISK STAMPED FLORIEN 1971.  THE SURFACE
 BX2948'DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BX2948'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET
 BX2948'SOUTHWEST OF A 20 INCH PINE TREE, 19.2 FEET NORTHWEST OF AN 18
 BX2948'INCH PINE TREE AND 4.4 FEET NORTH-NORTHWEST OF METAL WITNESS POST
 BX2948'WITH SIGN ATTACHED.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 BX2948'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2948'
 BX2948'REFERENCE MARK 1, A STANDARD DISK STAMPED FLORIEN NO 1 1971, IS SET
 BX2948'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2948'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 13.5 FEET EAST OF AN 18
 BX2948'INCH PINE TREE, 12 FEET SOUTHEAST OF AN 18 INCH PINE TREE AND 1.7
 BX2948'FEET SOUTH OF FENCE.
 BX2948'
 BX2948'REFERENCE MARK 2, A STANDARD DISK STAMPED FLORIEN NO 2 1971, IS SET
 BX2948'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2948'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 25.5 FEET EAST OF AN 18
 BX2948'INCH PINE TREE, 25 FEET NORTH OF AN 18 INCH PINE TREE AND 23 FEET
 BX2948'SOUTHWEST OF AN 18 INCH PINE TREE.
 BX2948'
 BX2948'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BX2948'
 BX2948'NEAREST TOWN--1-1/2 MILES SE OF FISHER.
 BX2948'
 BX2948'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 BX2948
 BX2948                          STATION RECOVERY (2001)
 BX2948
 BX2948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2948'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2949 ***********************************************************************
 BX2949  DESIGNATION -  FLORIEN MUN TANK
 BX2949  PID         -  BX2949
 BX2949  STATE/COUNTY-  LA/SABINE
 BX2949  USGS QUAD   -  FLORIEN (1997)
 BX2949
 BX2949                         *CURRENT SURVEY CONTROL
 BX2949  ___________________________________________________________________
 BX2949* NAD 83(1992)-  31 26 41.22744(N)    093 27 23.72304(W)     ADJUSTED  
 BX2949* NAVD 88     -                                                        
 BX2949  ___________________________________________________________________
 BX2949  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 BX2949  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BX2949
 BX2949  HORZ ORDER  -  THIRD
 BX2949
 BX2949.The horizontal coordinates were established by classical geodetic methods
 BX2949.and adjusted by the National Geodetic Survey in January 1993..
 BX2949
 BX2949
 BX2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2949
 BX2949.The geoid height was determined by GEOID03.
 BX2949
 BX2949;                    North         East     Units Scale Factor Converg.
 BX2949;SPC LA N     -   105,155.095   909,074.247   MT  0.99994858   -0 30 20.7
 BX2949;SPC LA N     -   344,996.34  2,982,521.09   sFT  0.99994858   -0 30 20.7
 BX2949;UTM  15      - 3,478,987.214   456,614.594   MT  0.99962322   -0 14 17.5
 BX2949
 BX2949                          SUPERSEDED SURVEY CONTROL
 BX2949
 BX2949  NAD 83(1986)-  31 26 41.23898(N)    093 27 23.71638(W) AD(       ) 4
 BX2949  NAD 27      -  31 26 40.59904(N)    093 27 23.08954(W) AD(       ) 3
 BX2949
 BX2949.Superseded values are not recommended for survey control.
 BX2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2949.See file dsdata.txt to determine how the superseded data were derived.
 BX2949
 BX2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5661578987(NAD 83)
 BX2949_MARKER: 53 = ELEVATED TANK
 BX2949
 BX2949  HISTORY     - Date     Condition        Report By
 BX2949  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2949  HISTORY     - 20010331 GOOD             NGS
 BX2949
 BX2949                          STATION DESCRIPTION
 BX2949
 BX2949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2949'FLORIEN, MUNICIPAL WATER TANK IS LOCATED ABOUT 0.1 MILE
 BX2949'EAST-NORTHEAST OF THE POST OFFICE IN FLORIEN.
 BX2949'
 BX2949'A STEEL, BALL SHAPED TANK, SILVER IN COLOR WITH LETTERS FLORIEN
 BX2949'PAINTED ON THE NORTH AND SOUTH SIDES.  THE TANK IS SUPPORTED BY 4
 BX2949'STEEL LEGS AND IS 110 FEET IN HEIGHT.
 BX2949'
 BX2949'THE POINT INTERSECTED WAS THE APEX OF TANK.
 BX2949
 BX2949                          STATION RECOVERY (2001)
 BX2949
 BX2949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2949'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3631 ***********************************************************************
 BJ3631  DESIGNATION -  FLOWER
 BJ3631  PID         -  BJ3631
 BJ3631  STATE/COUNTY-  LA/ST HELENA
 BJ3631  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3631
 BJ3631                         *CURRENT SURVEY CONTROL
 BJ3631  ___________________________________________________________________
 BJ3631* NAD 83(1992)-  30 50 45.56657(N)    090 46 58.17089(W)     ADJUSTED  
 BJ3631* NAVD 88     -        83.413  (meters)     273.66   (feet)  ADJUSTED  
 BJ3631  ___________________________________________________________________
 BJ3631  X           -     -74,881.362 (meters)                     COMP
 BJ3631  Y           -  -5,480,302.315 (meters)                     COMP
 BJ3631  Z           -   3,251,274.641 (meters)                     COMP
 BJ3631  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ3631  ELLIP HEIGHT-          56.21  (meters)          (02/21/02) GPS OBS
 BJ3631  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3631  DYNAMIC HT  -          83.305 (meters)     273.31  (feet)  COMP
 BJ3631  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ3631
 BJ3631  HORZ ORDER  -  FIRST
 BJ3631  VERT ORDER  -  SECOND    CLASS I
 BJ3631  ELLP ORDER  -  FOURTH    CLASS I
 BJ3631
 BJ3631.The horizontal coordinates were established by GPS observations
 BJ3631.and adjusted by the National Geodetic Survey in May 1994..
 BJ3631
 BJ3631.The orthometric height was determined by differential leveling
 BJ3631.and adjusted by the National Geodetic Survey in February 1994..
 BJ3631
 BJ3631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3631
 BJ3631.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3631
 BJ3631.The ellipsoidal height was determined by GPS observations
 BJ3631.and is referenced to NAD 83.
 BJ3631
 BJ3631.The geoid height was determined by GEOID03.
 BJ3631
 BJ3631.The dynamic height is computed by dividing the NAVD 88
 BJ3631.geopotential number by the normal gravity value computed on the
 BJ3631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3631.degrees latitude (g = 980.6199 gals.).
 BJ3631
 BJ3631.The modeled gravity was interpolated from observed gravity values.
 BJ3631
 BJ3631;                    North         East     Units Scale Factor Converg.
 BJ3631;SPC LA S     -   260,175.538 1,052,661.779   MT  1.00003431   +0 16 30.9
 BJ3631;SPC LA S     -   853,592.58  3,453,607.85   sFT  1.00003431   +0 16 30.9
 BJ3631;UTM  15      - 3,414,638.157   712,029.631   MT  1.00015459   +1 08 14.1
 BJ3631
 BJ3631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3631!SPC LA S     -   0.99999117  x   1.00003431  =   1.00002548
 BJ3631!UTM  15      -   0.99999117  x   1.00015459  =   1.00014576
 BJ3631
 BJ3631|---------------------------------------------------------------------|
 BJ3631| PID    Reference Object                     Distance      Geod. Az  |
 BJ3631|                                                           dddmmss.s |
 BJ3631| BJ3630 FLOWER RM 1                          29.710 METERS 00908     |
 BJ3631| BJ3632 FLOWER RM 2                          20.535 METERS 06513     |
 BJ3631| BJ3633 FLOWER AZ MK                        APPROX. 0.6 KM 1370959.8 |
 BJ3631|---------------------------------------------------------------------|
 BJ3631
 BJ3631                          SUPERSEDED SURVEY CONTROL
 BJ3631
 BJ3631  ELLIP H (05/13/94)   56.28   (m)                       GP(       ) 4 1
 BJ3631  NAD 83(1992)-  30 50 45.56696(N)    090 46 58.17083(W) AD(       ) 1
 BJ3631  ELLIP H (01/21/93)   56.29   (m)                       GP(       ) 4 2
 BJ3631  NAD 83(1986)-  30 50 45.58457(N)    090 46 58.16681(W) AD(       ) 1
 BJ3631  NGVD 29 (06/20/87)   83.44   (m)          273.8    (f) LEVELING    3  
 BJ3631
 BJ3631.Superseded values are not recommended for survey control.
 BJ3631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3631.See file dsdata.txt to determine how the superseded data were derived.
 BJ3631
 BJ3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1203014638(NAD 83)
 BJ3631_MARKER: DS = TRIANGULATION STATION DISK
 BJ3631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3631_SP_SET: CONCRETE POST
 BJ3631_STAMPING: FLOWER 1985
 BJ3631_MARK LOGO: LADH  
 BJ3631_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3631_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3631+STABILITY: SURFACE MOTION
 BJ3631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3631+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 BJ3631
 BJ3631  HISTORY     - Date     Condition        Report By
 BJ3631  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3631  HISTORY     - 1985     GOOD             LADTD
 BJ3631  HISTORY     - 20050427 GOOD             AERODA
 BJ3631
 BJ3631                          STATION DESCRIPTION
 BJ3631
 BJ3631'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 BJ3631'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 26, T2S,
 BJ3631'R4E.  OWERSHIP-- INTERNATIONAL PAPER COMPANY, POST OFFICE BOX 17770,
 BJ3631'TRACE TOWN STATION NATCHEZ, MISSISSIPPI  39120.
 BJ3631'
 BJ3631'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG
 BJ3631'STATE HIGHWAY 10 FOR ABOUT 12.2 KM (7.6 MI) TO THE JUNCTION WITH
 BJ3631'STATE HIGHWAY 448, THENCE SOUTH (LEFT) ON HIGHWAY 448 FOR 5.3 KM (3.3
 BJ3631'MI).  THENCE EAST (LEFT) ON A GRAVEL ROAD FOR 3.7 KM (2.3 MI), THENCE
 BJ3631'SOUTH (RIGHT) ON A BLACKTOP ROAD FOR 0.16 KM (0.1 MI) TO THE STATION
 BJ3631'ON THE RIGHT.
 BJ3631'
 BJ3631'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3631'DISK STAMPED---FLOWER 1985---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3631'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 5 CM (2 INCHES) BELOW
 BJ3631'THE GROUND LOCATED 28.4 METERS (93 FEET) W FROM A POWER POLE NUMBERED
 BJ3631'DSG-28, 9.2 METERS (30 FEET) SW FROM THE CENTER OF A BLACKTOP ROAD,
 BJ3631'AND 2.1 METERS (7 FEET) NE FROM A METAL WITNESS POST AND SIGN.
 BJ3631'
 BJ3631'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3631'DEVELOPMENT DISK STAMPED---FLOWER 1985---SET INTO AN IRREGULAR MASS
 BJ3631'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3631'
 BJ3631'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3631'DEVELOPMENT DISK STAMPED---FLOWER RM 1 1985---SET INTO THE TOP OF A
 BJ3631'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 5 CM
 BJ3631'(2 INCHES) BELOW THE GROUND LOCATED 42.1 METERS (138 FEET) NW FROM A
 BJ3631'POWER POLE, 11.6 METERS (38 FEET) NE FROM THE CENTER OF THE BLACKTOP
 BJ3631'ROAD, 11 METERS (36 FEET) SW FROM A FIVE STRAND BARB WIRE FENCE, AND
 BJ3631'1.7 METERS (5.5 FEET) SW FROM A METAL WITNESS POST AND SIGN.
 BJ3631'
 BJ3631'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3631'DEVELOPMENT DISK STAMPED---FLOWER RM 2 1985---SET INTO THE TOP OF A
 BJ3631'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 5 CM
 BJ3631'(2 INCHES) BELOW THE GROUND LOCATED 16.8 METERS (55 FEET) NW FROM A
 BJ3631'POWER POLE, 11.9 METERS (39 FEET) SW FROM A 5-STRAND BARB WIRE FENCE,
 BJ3631'11 METERS (36 FEET) NE FROM THE CENTER OF A BLACKTOP ROAD, AND 1.2
 BJ3631'METERS (4 FEET) SW FROM A METAL WITNESS POST AND SIGN.
 BJ3631'
 BJ3631'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3631'DISK STAMPED---FLOWER AZ MK 1985---SET INTO THE TOP OF A ROUND
 BJ3631'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3631'LOCATED 28 METERS (92 FEET) SE FROM A GRAVEL DRIVE, 5.8 METERS (19
 BJ3631'FEET) NE FROM THE CENTER OF A BLACKTOP ROAD, 3 METERS (10 FEET) SSE
 BJ3631'FROM A 15-INCH OAK TREE, AND 0.3 METER (1 FOOT) SW FROM A METAL
 BJ3631'WITNESS POST AND SIGN.
 BJ3631'
 BJ3631'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG THE
 BJ3631'BLACKTOP ROAD FOR 0.6 KM (0.4 MI) TO THE AZIMUTH MARK ON THE LEFT
 BJ3631'NEAR A GRAVEL DRIVE.
 BJ3631
 BJ3631                          STATION RECOVERY (1985)
 BJ3631
 BJ3631'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3631'21.4 KM (13.3 MI) WEST FROM GREENSBURG.
 BJ3631'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3631'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3631'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI), THENCE EAST (LEFT) ON A GRAVEL
 BJ3631'ROAD FOR 3.7 KM (2.3 MI), THENCE SOUTH (RIGHT) ON A BLACKTOP ROAD FOR
 BJ3631'0.16 KM (0.1 MI) TO THE BENCH MARK ON THE RIGHT, 28.4 METERS (93 FT)
 BJ3631'WEST OF POWER POLE NUMBERED DSG-28, AND 9.2 METERS (30 FT) SOUTHWEST
 BJ3631'OF THE CENTER OF A BLACKTOP ROAD.
 BJ3631'THE MARK IS 2.13 METERS  E FROM A WITNESS POST.
 BJ3631'THE MARK IS 1.61 M ABOVE THE HIGHWAY.
 BJ3631
 BJ3631                          STATION RECOVERY (2005)
 BJ3631
 BJ3631'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ3631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3633 ***********************************************************************
 BJ3633  DESIGNATION -  FLOWER AZ MK
 BJ3633  PID         -  BJ3633
 BJ3633  STATE/COUNTY-  LA/ST HELENA
 BJ3633  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3633
 BJ3633                         *CURRENT SURVEY CONTROL
 BJ3633  ___________________________________________________________________
 BJ3633* NAD 83(1992)-  30 50 30.27604(N)    090 46 41.74226(W)     ADJUSTED  
 BJ3633* NAVD 88     -        86.051  (meters)     282.32   (feet)  ADJUSTED  
 BJ3633  ___________________________________________________________________
 BJ3633  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ3633  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3633  DYNAMIC HT  -          85.939 (meters)     281.95  (feet)  COMP
 BJ3633  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3633
 BJ3633  HORZ ORDER  -  SECOND
 BJ3633  VERT ORDER  -  SECOND    CLASS I
 BJ3633
 BJ3633.The horizontal coordinates were established by classical geodetic methods
 BJ3633.and adjusted by the National Geodetic Survey in May 1994..
 BJ3633.No horizontal observational check was made to the station.
 BJ3633
 BJ3633.The orthometric height was determined by differential leveling
 BJ3633.and adjusted by the National Geodetic Survey in February 1994..
 BJ3633
 BJ3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3633
 BJ3633.The geoid height was determined by GEOID03.
 BJ3633
 BJ3633.The dynamic height is computed by dividing the NAVD 88
 BJ3633.geopotential number by the normal gravity value computed on the
 BJ3633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3633.degrees latitude (g = 980.6199 gals.).
 BJ3633
 BJ3633.The modeled gravity was interpolated from observed gravity values.
 BJ3633
 BJ3633;                    North         East     Units Scale Factor Converg.
 BJ3633;SPC LA S     -   259,706.741 1,053,100.604   MT  1.00003322   +0 16 39.2
 BJ3633;SPC LA S     -   852,054.53  3,455,047.56   sFT  1.00003322   +0 16 39.2
 BJ3633;UTM  15      - 3,414,175.959   712,475.512   MT  1.00015693   +1 08 22.0
 BJ3633
 BJ3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3633!SPC LA S     -   0.99999076  x   1.00003322  =   1.00002398
 BJ3633!UTM  15      -   0.99999076  x   1.00015693  =   1.00014769
 BJ3633
 BJ3633                          SUPERSEDED SURVEY CONTROL
 BJ3633
 BJ3633  NAD 83(1992)-  30 50 30.27647(N)    090 46 41.74224(W) AD(       ) 2
 BJ3633  NAD 83(1986)-  30 50 30.29411(N)    090 46 41.73821(W) AD(       ) 2
 BJ3633  NGVD 29 (06/20/87)   86.07   (m)          282.4    (f) LEVELING    3  
 BJ3633
 BJ3633.Superseded values are not recommended for survey control.
 BJ3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3633.See file dsdata.txt to determine how the superseded data were derived.
 BJ3633
 BJ3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1247614176(NAD 83)
 BJ3633_MARKER: DZ = AZIMUTH MARK DISK
 BJ3633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3633_SP_SET: CONCRETE POST
 BJ3633_STAMPING: FLOWER AZ MK 1985
 BJ3633_MARK LOGO: LADH  
 BJ3633_PROJECTION: FLUSH
 BJ3633_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3633+STABILITY: SURFACE MOTION
 BJ3633
 BJ3633  HISTORY     - Date     Condition        Report By
 BJ3633  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3633  HISTORY     - 1985     GOOD             LADTD
 BJ3633
 BJ3633                          STATION DESCRIPTION
 BJ3633
 BJ3633'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 BJ3633'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 26, T2S,
 BJ3633'R4E.  OWNERSHIP--INTERNATIONAL PAPER COMPANY, P.O. BOX 17770, TRACE
 BJ3633'TOWN STATION, NATCHEZ, MISSISSIPPI 39120.
 BJ3633'
 BJ3633'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG
 BJ3633'STATE HIGHWAY 10 FOR ABOUT 12.2 KM (7.6 MI) TO THE JUNCTION WITH
 BJ3633'STATE HIGHWAY 448, THENCE SOUTH (LEFT) ON HIGHWAY 448 FOR 5.3 KM (3.3
 BJ3633'MI), THENCE EAST (LEFT) ON A GRAVEL ROAD FOR 3.7 KM (2.3 MI), THENCE
 BJ3633'SOUTH (RIGHT) ON A BLACKTOP ROAD FOR 0.76 KM (0.5 MI) TO STATION MARK
 BJ3633'ON LEFT.
 BJ3633'
 BJ3633'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3633'DISK STAMPED---FLOWER AZ MK 1985---SET INTO THE TOP OF A ROUND
 BJ3633'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3633'LOCATED 28 METERS (92 FEET) SE FROM A GRAVEL DRIVE, 5.8 METERS (19
 BJ3633'FEET) NE FROM THE CENTER OF A BLACKTOP DRIVE, 3 METERS (10 FEET) SSE
 BJ3633'FROM A 15 INCH OAK TREE, AND 0.3 METER (1 FOOT) SW FROM A METAL
 BJ3633'WITNESS POST AND SIGN.
 BJ3633
 BJ3633                          STATION RECOVERY (1985)
 BJ3633
 BJ3633'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3633'22 KM (13.7 MI) WEST FROM GREENSBURG.
 BJ3633'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3633'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3633'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3633'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3633'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3633'ROAD FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON THE LEFT NEAR A GRAVEL
 BJ3633'DRIVE, 28 METERS (92 FT) SOUTHEAST OF A GRAVEL DRIVE, 5.8 METERS
 BJ3633'(19 FT) NORTHEAST OF THE CENTER OF A BLACKTOP ROAD, AND 3 METERS
 BJ3633'(10 FT) SOUTH-SOUTHEAST OF AN 15-INCH OAK TREE.
 BJ3633'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BJ3633'THE MARK IS ABOVE LEVEL WITH BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3630 ***********************************************************************
 BJ3630  DESIGNATION -  FLOWER RM 1
 BJ3630  PID         -  BJ3630
 BJ3630  STATE/COUNTY-  LA/ST HELENA
 BJ3630  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3630
 BJ3630                         *CURRENT SURVEY CONTROL
 BJ3630  ___________________________________________________________________
 BJ3630* NAD 83(1986)-  30 50 47.     (N)    090 46 58.     (W)     SCALED    
 BJ3630* NAVD 88     -        83.409  (meters)     273.65   (feet)  ADJUSTED  
 BJ3630  ___________________________________________________________________
 BJ3630  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3630  DYNAMIC HT  -          83.302 (meters)     273.30  (feet)  COMP
 BJ3630  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ3630
 BJ3630  VERT ORDER  -  SECOND    CLASS I
 BJ3630
 BJ3630.The horizontal coordinates were scaled from a topographic map and have
 BJ3630.an estimated accuracy of +/- 6 seconds.
 BJ3630
 BJ3630.The orthometric height was determined by differential leveling
 BJ3630.and adjusted by the National Geodetic Survey in February 1994..
 BJ3630
 BJ3630.The geoid height was determined by GEOID03.
 BJ3630
 BJ3630.The dynamic height is computed by dividing the NAVD 88
 BJ3630.geopotential number by the normal gravity value computed on the
 BJ3630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3630.degrees latitude (g = 980.6199 gals.).
 BJ3630
 BJ3630.The modeled gravity was interpolated from observed gravity values.
 BJ3630
 BJ3630;                    North         East    Units  Estimated Accuracy
 BJ3630;SPC LA S     -   260,220.    1,052,670.      MT  (+/- 180 meters Scaled)
 BJ3630
 BJ3630                          SUPERSEDED SURVEY CONTROL
 BJ3630
 BJ3630.No superseded survey control is available for this station.
 BJ3630
 BJ3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ120146(NAD 83)
 BJ3630_MARKER: DR = REFERENCE MARK DISK
 BJ3630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3630_SP_SET: CONCRETE POST
 BJ3630_STAMPING: FLOWER RM 1 1985
 BJ3630_MARK LOGO: LADH  
 BJ3630_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3630+STABILITY: SURFACE MOTION
 BJ3630
 BJ3630  HISTORY     - Date     Condition        Report By
 BJ3630  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3630  HISTORY     - 1985     GOOD             LADTD
 BJ3630
 BJ3630                          STATION DESCRIPTION
 BJ3630
 BJ3630'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3630'21.4 KM (13.3 MI) WEST FROM GREENSBURG.
 BJ3630'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3630'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3630'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO A GRAVEL ROAD, THENCE EAST
 BJ3630'(LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO A BLACKTOP ROAD,
 BJ3630'THENCE SOUTH (RIGHT) ON THE BLACKTOP ROAD FOR 0.2 KM (0.1 MI) TO THE
 BJ3630'REFERENCE MARK ON THE LEFT, 42.1 METERS (138 FT) NORTHWEST OF A POWER
 BJ3630'POLE, 11.6 METERS (38 FT) NORTHEAST OF THE CENTER OF THE BLACKTOP
 BJ3630'ROAD, AND 11 METERS (36 FT) SOUTHWEST OF A FIVE-STRAND BARB WIRE
 BJ3630'FENCE.
 BJ3630'THE MARK IS 1.68 METERS  W FROM A WITNESS POST.
 BJ3630'THE MARK IS ABOVE LEVEL WITH BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3632 ***********************************************************************
 BJ3632  DESIGNATION -  FLOWER RM 2
 BJ3632  PID         -  BJ3632
 BJ3632  STATE/COUNTY-  LA/ST HELENA
 BJ3632  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3632
 BJ3632                         *CURRENT SURVEY CONTROL
 BJ3632  ___________________________________________________________________
 BJ3632* NAD 83(1986)-  30 50 47.     (N)    090 46 58.     (W)     SCALED    
 BJ3632* NAVD 88     -        83.048  (meters)     272.47   (feet)  ADJUSTED  
 BJ3632  ___________________________________________________________________
 BJ3632  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3632  DYNAMIC HT  -          82.940 (meters)     272.11  (feet)  COMP
 BJ3632  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ3632
 BJ3632  VERT ORDER  -  SECOND    CLASS I
 BJ3632
 BJ3632.The horizontal coordinates were scaled from a topographic map and have
 BJ3632.an estimated accuracy of +/- 6 seconds.
 BJ3632
 BJ3632.The orthometric height was determined by differential leveling
 BJ3632.and adjusted by the National Geodetic Survey in February 1994..
 BJ3632
 BJ3632.The geoid height was determined by GEOID03.
 BJ3632
 BJ3632.The dynamic height is computed by dividing the NAVD 88
 BJ3632.geopotential number by the normal gravity value computed on the
 BJ3632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3632.degrees latitude (g = 980.6199 gals.).
 BJ3632
 BJ3632.The modeled gravity was interpolated from observed gravity values.
 BJ3632
 BJ3632;                    North         East    Units  Estimated Accuracy
 BJ3632;SPC LA S     -   260,220.    1,052,670.      MT  (+/- 180 meters Scaled)
 BJ3632
 BJ3632                          SUPERSEDED SURVEY CONTROL
 BJ3632
 BJ3632.No superseded survey control is available for this station.
 BJ3632
 BJ3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ120146(NAD 83)
 BJ3632_MARKER: DR = REFERENCE MARK DISK
 BJ3632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3632_SP_SET: CONCRETE POST
 BJ3632_STAMPING: FLOWER RM 2 1985
 BJ3632_MARK LOGO: LADH  
 BJ3632_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3632+STABILITY: SURFACE MOTION
 BJ3632
 BJ3632  HISTORY     - Date     Condition        Report By
 BJ3632  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3632  HISTORY     - 1985     GOOD             LADTD
 BJ3632
 BJ3632                          STATION DESCRIPTION
 BJ3632
 BJ3632'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3632'21.4 KM (13.3 MI) WEST FROM GREENSBURG.
 BJ3632'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3632'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3632'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3632'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3632'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3632'ROAD FOR 0.2 KM (0.1 MI) TO THE REFERENCE MARK ON THE LEFT,
 BJ3632'16.8 METERS (55 FT) NORTHWEST OF A POWER POLE, 11.9 METERS (39 FT)
 BJ3632'SOUTHWEST OF A 5-STRAND BARB WIRE FENCE, AND 11 METERS (36 FT)
 BJ3632'NORTHEAST OF THE CENTER OF A BLACKTOP ROAD.
 BJ3632'THE MARK IS 1.22 METERS  W FROM A WITNESS POST.
 BJ3632'THE MARK IS ABOVE LEVEL WITH BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2875 ***********************************************************************
 CP2875  DESIGNATION -  FLOYD
 CP2875  PID         -  CP2875
 CP2875  STATE/COUNTY-  LA/WEST CARROLL
 CP2875  USGS QUAD   -  PIONEER (1986)
 CP2875
 CP2875                         *CURRENT SURVEY CONTROL
 CP2875  ___________________________________________________________________
 CP2875* NAD 83(1992)-  32 44 09.90874(N)    091 25 59.66041(W)     ADJUSTED  
 CP2875* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 CP2875  ___________________________________________________________________
 CP2875  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CP2875  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP2875
 CP2875  HORZ ORDER  -  SECOND
 CP2875
 CP2875.The horizontal coordinates were established by classical geodetic methods
 CP2875.and adjusted by the National Geodetic Survey in May 1994..
 CP2875
 CP2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2875
 CP2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2875
 CP2875.The geoid height was determined by GEOID03.
 CP2875
 CP2875;                    North         East     Units Scale Factor Converg.
 CP2875;SPC LA N     -   248,427.628 1,099,988.027   MT  1.00001657   +0 33 50.4
 CP2875;SPC LA N     -   815,049.64  3,608,877.39   sFT  1.00001657   +0 33 50.4
 CP2875;UTM  15      - 3,623,115.583   646,802.123   MT  0.99986574   +0 50 50.7
 CP2875
 CP2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2875!SPC LA N     -   0.99999914  x   1.00001657  =   1.00001571
 CP2875!UTM  15      -   0.99999914  x   0.99986574  =   0.99986488
 CP2875
 CP2875|---------------------------------------------------------------------|
 CP2875| PID    Reference Object                     Distance      Geod. Az  |
 CP2875|                                                           dddmmss.s |
 CP2875| CY3573 FLOYD RM 2                           10.842 METERS 01606     |
 CP2875| CY3572 FLOYD AZ MK                                        0162909.6 |
 CP2875| CP2876 FLOYD LADH RM 1 1970                 10.046 METERS 24037     |
 CP2875|---------------------------------------------------------------------|
 CP2875
 CP2875                          SUPERSEDED SURVEY CONTROL
 CP2875
 CP2875  NAD 83(1992)-  32 44 09.90930(N)    091 25 59.66107(W) AD(       ) 2
 CP2875  NAD 83(1986)-  32 44 09.92267(N)    091 25 59.65200(W) AD(       ) 2
 CP2875  NAD 27      -  32 44 09.44215(N)    091 25 59.23341(W) AD(       ) 2
 CP2875  NGVD 29 (07/19/86)   31.6    (m)          104.     (f) VERT ANG       
 CP2875
 CP2875.Superseded values are not recommended for survey control.
 CP2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2875.See file dsdata.txt to determine how the superseded data were derived.
 CP2875
 CP2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4680223116(NAD 83)
 CP2875_MARKER: DD = SURVEY DISK
 CP2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2875_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2875
 CP2875  HISTORY     - Date     Condition        Report By
 CP2875  HISTORY     - 1970     MONUMENTED       LADTD
 CP2875
 CP2875                          STATION DESCRIPTION
 CP2875
 CP2875'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2875'THE STATION IS LOCATED NEAR THE SOUTH CITY LIMITS OF PIONEER, 4
 CP2875'MILES SOUTHWEST OF FOREST, AND 9 MILES NORTHEAST OF EPPS IN THE
 CP2875'SOUTHWEST QUARTER OF SECTION 10, T20N, R10E AND ON PROPERTY OWNED
 CP2875'BY THE MISSOURI PACIFIC RAILROAD.
 CP2875'
 CP2875'TO REACH THE STATION FROM THE POST OFFICE IN FOREST, DRIVE SOUTH
 CP2875'ALONG STATE HIGHWAY 17 FOR 4.0 MILES TO SOUTH CITY LIMITS OF
 CP2875'PIONEER.  THE STATION IS SET TO THE LEFT AND SOUTHEAST OF THE
 CP2875'HIGHWAY NEAR THE MISSOURI PACIFIC RAILROAD AND A GRAVEL ROAD
 CP2875'CROSSING THE RAILROAD.
 CP2875'
 CP2875'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST
 CP2875'ALONG STATE HIGHWAY 17 FOR 0.5 MILE TO THE MARK WHICH IS SET TO
 CP2875'THE RIGHT AND EAST OF THE HIGHWAY AND EAST OF THE RAILROAD NEAR
 CP2875'A GRAVEL ROAD CROSSING THE RAILROAD.
 CP2875'
 CP2875'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2875'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2875'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2875'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2875'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2875'STAMPED FLOYD 1970.  IT IS 89 FEET EAST OF THE CENTER OF STATE
 CP2875'HIGHWAY 17, 84 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 CP2875'CROSSING THE RAILROAD, 68 FEET WEST-SOUTHWEST OF A POWER POLE, 8
 CP2875'FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 CP2875'RAILROAD, AND 2 FEET NORTH OF A METAL WITNESS POST.
 CP2875'
 CP2875'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2875'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2875'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2875'STAMPED FLOYD RM 1 1970.  IT IS 97 FEET WEST-SOUTHWEST OF A POWER
 CP2875'POLE, 65 FEET EAST OF THE CENTER OF STATE HIGHWAY 17, 51 FEET
 CP2875'NORTH OF THE CENTER OF A GRAVEL ROAD CROSSING THE RAILROAD, AND
 CP2875'32 FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD.
 CP2875'
 CP2875'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2875'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2875'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2875'STAMPED FLOYD RM 2 1970.  IT IS 120 FEET NORTH OF THE CENTER OF
 CP2875'A GRAVEL ROAD, 89 FEET EAST OF THE CENTER OF STATE HIGHWAY 17,
 CP2875'70 FEET WEST-NORTHWEST OF A POWER POLE, AND 8 FEET WEST OF THE
 CP2875'WEST RAIL ON THE MISSOURI PACIFIC RAILROAD.
 CP2875'
 CP2875'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2875'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2875'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2875'STAMPED FLOYD AZ MK 1970.  IT IS 175 FEET EAST OF THE CENTER OF
 CP2875'STATE HIGHWAY 17, 77 FEET SOUTHWEST OF THE CENTER OF A CONCRETE
 CP2875'CULVERT, 35 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 18 FEET
 CP2875'WEST OF THE CENTER OF A GRAVEL ROAD, 6 FEET EAST OF THE EAST
 CP2875'RAIL ON THE MISSOURI PACIFIC RAILROAD AND 3 FEET SOUTH OF A
 CP2875'METAL WITNESS POST.
 CP2875'
 CP2875'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0696 ***********************************************************************
 AV0696  DESIGNATION -  FOC 129 A
 AV0696  PID         -  AV0696
 AV0696  STATE/COUNTY-  LA/VERMILION
 AV0696  USGS QUAD   -  
 AV0696
 AV0696                         *CURRENT SURVEY CONTROL
 AV0696  ___________________________________________________________________
 AV0696* NAD 83(1992)-  29 04 48.24739(N)    092 17 48.25863(W)     ADJUSTED  
 AV0696* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0696  ___________________________________________________________________
 AV0696  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0696  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AV0696
 AV0696  HORZ ORDER  -  SECOND
 AV0696
 AV0696.The horizontal coordinates were established by classical geodetic methods
 AV0696.and adjusted by the National Geodetic Survey in January 1993..
 AV0696
 AV0696.The orthometric height was scaled from a topographic map.
 AV0696
 AV0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0696
 AV0696.The geoid height was determined by GEOID03.
 AV0696
 AV0696;                    North         East     Units Scale Factor Converg.
 AV0696;SPC LA S     -    64,694.415   906,195.343   MT  1.00005383   -0 28 54.2
 AV0696;SPC LA S     -   212,251.59  2,973,075.89   sFT  1.00005383   -0 28 54.2
 AV0696;UTM  15      - 3,217,060.765   568,445.681   MT  0.99965781   +0 20 30.6
 AV0696
 AV0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0696!SPC LA S     -   1.00000383  x   1.00005383  =   1.00005766
 AV0696!UTM  15      -   1.00000383  x   0.99965781  =   0.99966164
 AV0696
 AV0696|---------------------------------------------------------------------|
 AV0696| PID    Reference Object                     Distance      Geod. Az  |
 AV0696|                                                           dddmmss.s |
 AV0696| CV9795 FOC 129 A RM 1                        4.473 METERS 09411     |
 AV0696| CV9796 FOC 129 A RM 2                        7.405 METERS 17129     |
 AV0696| AV0711 CATC 123 B RM 3                     APPROX.22.7 KM 2682705.6 |
 AV0696|---------------------------------------------------------------------|
 AV0696
 AV0696                          SUPERSEDED SURVEY CONTROL
 AV0696
 AV0696  NAD 83(1986)-  29 04 48.27175(N)    092 17 48.24083(W) AD(       ) 2
 AV0696
 AV0696.Superseded values are not recommended for survey control.
 AV0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0696.See file dsdata.txt to determine how the superseded data were derived.
 AV0696
 AV0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6844617061(NAD 83)
 AV0696_MARKER: H = DRILL HOLE
 AV0696_SETTING: 0 = UNSPECIFIED SETTING
 AV0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0696
 AV0696  HISTORY     - Date     Condition        Report By
 AV0696  HISTORY     - 1963     MONUMENTED       CGS
 AV0696
 AV0696                          STATION DESCRIPTION
 AV0696
 AV0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0696'STATION IS LOCATED ON THE TOP DECK OF AN OILWELL PLATFORM WHICH IS
 AV0696'OWNED BY THE FOREST OIL COMPANY, IN THE VERMILION AREA, BLOCK 129,
 AV0696'ABOUT 36 MILES SOUTH-SOUTHWEST OF THE SOUTHWEST PASS LIGHTHOUSE, 57
 AV0696'MILES WEST-SOUTHWEST OF THE EUGENE LIGHTHOUSE AND ABOUT 32 MILES
 AV0696'SOUTH OF THE COASTLINE OF LOUISIANA.
 AV0696'
 AV0696'STATION IS MARKED BY A DRILL HOLE, IN THE TOP OF A STEEL I BEAM,
 AV0696'3RD ONE COUNTING FROM THE NORTHEAST EDGE OF THE PLATFORM DECK,
 AV0696'STAMPED FOC 129 A 1963, SURROUNDED BY 3 DRILL HOLES.  IT IS 6 FEET
 AV0696'SOUTH OF THE NORTH EDGE OF THE DECK, 6.6 FEET EAST OF THE WEST
 AV0696'EDGE OF THE DECK AND 8.7 FEET SOUTHEAST OF THE NORTHWEST CORNER
 AV0696'OF THE DECK.
 AV0696'
 AV0696'STATION PLATFORM DECK MEASURES ABOUT 36 X 27 FEET AND IS ABOUT 40
 AV0696'FEET ABOVE THE WATER.
 AV0696'
 AV0696'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE, IN THE TOP OF A
 AV0696'STEEL I BEAM, STAMPED RM 1, SURROUNDED BY 3 DRILL HOLES.  CENTER
 AV0696'HOLE HAS AN CHISELED ARROW THROUGH ITS CENTER, POINTING TOWARD THE
 AV0696'STATION.  IT IS 2 FEET WEST OF THE EAST EDGE OF THE DECK, 2.4 FEET
 AV0696'NORTH OF THE CENTER AND TOP OF STEEL LADDER AND 12.1 FEET SOUTH
 AV0696'OF THE NORTHEAST CORNER OF THE DECK.
 AV0696'
 AV0696'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE, IN THE TOP OF A
 AV0696'STEEL I BEAM, STAMPED RM 2, SURROUNDED BY 3 DRILL HOLES.  CENTER
 AV0696'HOLE HAS A CHISELED ARROW THROUGH ITS CENTER, POINTING TOWARD THE
 AV0696'STATION.  IT IS 4.4 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 AV0696'THE DECK, 1.9 FEET EAST OF THE WEST EDGE OF THE DECK AND 4 FEET
 AV0696'NORTH OF THE SOUTH EDGE OF THE DECK.
 AV0696'
 AV0696'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0840 ***********************************************************************
 AV0840  DESIGNATION -  FOC 225 A
 AV0840  PID         -  AV0840
 AV0840  STATE/COUNTY-  LA/CAMERON
 AV0840  USGS QUAD   -  
 AV0840
 AV0840                         *CURRENT SURVEY CONTROL
 AV0840  ___________________________________________________________________
 AV0840* NAD 83(1992)-  29 10 51.43716(N)    093 18 28.50417(W)     ADJUSTED  
 AV0840* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0840  ___________________________________________________________________
 AV0840  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AV0840  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AV0840
 AV0840  HORZ ORDER  -  SECOND
 AV0840
 AV0840.The horizontal coordinates were established by classical geodetic methods
 AV0840.and adjusted by the National Geodetic Survey in January 1993..
 AV0840
 AV0840.The orthometric height was scaled from a topographic map.
 AV0840
 AV0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0840
 AV0840.The geoid height was determined by GEOID03.
 AV0840
 AV0840;                    North         East     Units Scale Factor Converg.
 AV0840;SPC LA S     -    77,137.364   807,938.958   MT  1.00002733   -0 59 14.3
 AV0840;SPC LA S     -   253,074.84  2,650,713.06   sFT  1.00002733   -0 59 14.3
 AV0840;UTM  15      - 3,228,073.348   470,061.133   MT  0.99961106   -0 09 00.5
 AV0840
 AV0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0840!SPC LA S     -   1.00000394  x   1.00002733  =   1.00003127
 AV0840!UTM  15      -   1.00000394  x   0.99961106  =   0.99961500
 AV0840
 AV0840|---------------------------------------------------------------------|
 AV0840| PID    Reference Object                     Distance      Geod. Az  |
 AV0840|                                                           dddmmss.s |
 AV0840| CV9798 FOC 225 A RM 1                        4.550 METERS 11022     |
 AV0840| CV9797 FOC 225 A AZ MK                                    1605148.3 |
 AV0840| CV9799 FOC 225 A RM 2                        6.750 METERS 19907     |
 AV0840|---------------------------------------------------------------------|
 AV0840
 AV0840                          SUPERSEDED SURVEY CONTROL
 AV0840
 AV0840  NAD 83(1986)-  29 10 51.46082(N)    093 18 28.48598(W) AD(       ) 2
 AV0840
 AV0840.Superseded values are not recommended for survey control.
 AV0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0840.See file dsdata.txt to determine how the superseded data were derived.
 AV0840
 AV0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7006128073(NAD 83)
 AV0840_MARKER: H = DRILL HOLE
 AV0840_SETTING: 0 = UNSPECIFIED SETTING
 AV0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0840
 AV0840  HISTORY     - Date     Condition        Report By
 AV0840  HISTORY     - 1963     MONUMENTED       CGS
 AV0840
 AV0840                          STATION DESCRIPTION
 AV0840
 AV0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0840'STATION IS LOCATED IN THE WEST CAMERON AREA, ZONE 4, BLOCK 225, ON
 AV0840'THE TOP DECK OF AN OIL WELL PLATFORM WHICH IS OWNED BY THE FOREST
 AV0840'OIL COMPANY.
 AV0840'
 AV0840'PLATFORM IS A STEEL TUBULAR STRUCTURE THAT HAS STEEL GRATED METAL
 AV0840'FLOORING THAT IS SET ON STEEL I BEAMS.  IT MEASURES, 30 X 40 FEET
 AV0840'AND IS ABOUT 43 FEET ABOVE THE WATER.
 AV0840'
 AV0840'PLATFORM IS ABOUT 42 MILES SOUTH OF CAMERON, LOUISIANA.
 AV0840'
 AV0840'AZIMUTH MARK IS A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES, IN THE TOP
 AV0840'OF A SQUARE PIECE OF METAL, ON THE TOP DECK OF PLATFORM 229 A WHICH
 AV0840'IS LOCATED ABOUT 2-3/4 MILES SOUTH-SOUTHEAST OF THE STATION.  IT IS
 AV0840'STAMPED FOC A AZIMUTH 1963.  IT IS 4 FEET SOUTH-SOUTHEAST OF THE
 AV0840'NORTHWEST CORNER OF THE PLATFORM AND 15 FEET WEST OF THE LADDER.
 AV0840'
 AV0840'STATION IS MARKED BY A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES, IN
 AV0840'THE TOP OF THE FIRST STEEL I BEAM, COUNTING FROM THE NORTH SIDE OF
 AV0840'THE PLATFORM, STAMPED FOC 225 A 1963 AND IS FLUSH WITH THE STEEL
 AV0840'GRATED FLOOR.  IT IS ON THE NORTH SIDE OF THE TOP DECK OF THE
 AV0840'PLATFORM.  IT IS 3.9 FEET EAST OF THE EAST EDGE OF THE TOP OF THE
 AV0840'LADDER, 5.1 FEET SOUTH OF THE NORTH EDGE OF THE PLATFORM DECK
 AV0840'AND 15.9 FEET WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE
 AV0840'PLATFORM DECK.
 AV0840'
 AV0840'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE WITH AN ARROW
 AV0840'CHISELED THROUGH THE MIDDLE, POINTING TOWARD THE STATION.  IT IS IN
 AV0840'THE MOST EASTERLY STEEL I BEAM OF THE PLATFORM AND NEAR THE
 AV0840'NORTHEAST CORNER OF THE PLATFORM, STAMPED RM 1.  IT IS 5.8 FEET
 AV0840'SOUTH OF THE NORTHEAST CORNER OF THE PLATFORM DECK AND 22.6 FEET
 AV0840'NORTH OF THE SOUTHEAST CORNER OF THE PLATFORM.
 AV0840'
 AV0840'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE WITH AN ARROW
 AV0840'THROUGH THE CENTER, POINTING TOWARD THE STATION.  IT IS IN THE TOP
 AV0840'OF A NORTH-SOUTH STEEL I BEAM WHICH IS AT THE MOST SOUTHERLY EDGE
 AV0840'OF THE PLATFORM.  IT IS 22.8 FEET EAST OF THE SOUTHWEST CORNER OF
 AV0840'THE PLATFORM, 15.2 FEET WEST OF THE SOUTHEAST CORNER OF THE PLATFORM
 AV0840'AND 0.9 FEET NORTH OF THE SOUTH EDGE OF THE PLATFORM.
 AV0840'
 AV0840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2930 ***********************************************************************
 CQ2930  DESIGNATION -  FOGG
 CQ2930  PID         -  CQ2930
 CQ2930  STATE/COUNTY-  LA/LINCOLN
 CQ2930  USGS QUAD   -  LAKE FOURSOME (1986)
 CQ2930
 CQ2930                         *CURRENT SURVEY CONTROL
 CQ2930  ___________________________________________________________________
 CQ2930* NAD 83(1992)-  32 39 11.06433(N)    092 46 36.02003(W)     ADJUSTED  
 CQ2930* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CQ2930  ___________________________________________________________________
 CQ2930  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ2930  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2930
 CQ2930  HORZ ORDER  -  FIRST
 CQ2930
 CQ2930.The horizontal coordinates were established by classical geodetic methods
 CQ2930.and adjusted by the National Geodetic Survey in January 1993..
 CQ2930
 CQ2930.The orthometric height was scaled from a topographic map.
 CQ2930
 CQ2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2930
 CQ2930.The geoid height was determined by GEOID03.
 CQ2930
 CQ2930;                    North         East     Units Scale Factor Converg.
 CQ2930;SPC LA N     -   238,762.588   974,043.484   MT  0.99999693   -0 08 46.6
 CQ2930;SPC LA N     -   783,340.26  3,195,674.33   sFT  0.99999693   -0 08 46.6
 CQ2930;UTM  15      - 3,612,849.722   520,943.636   MT  0.99960541   +0 07 13.8
 CQ2930
 CQ2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2930!SPC LA N     -   0.99998758  x   0.99999693  =   0.99998451
 CQ2930!UTM  15      -   0.99998758  x   0.99960541  =   0.99959300
 CQ2930
 CQ2930|---------------------------------------------------------------------|
 CQ2930| PID    Reference Object                     Distance      Geod. Az  |
 CQ2930|                                                           dddmmss.s |
 CQ2930| CY3576 FOGG RM 2                            37.835 METERS 06049     |
 CQ2930| CQ2927 HILLY LOOKOUT TOWER LFC             APPROX. 8.0 KM 0855301.0 |
 CQ2930| CY3577 FOGG RM 3                            26.953 METERS 16833     |
 CQ2930| CY3574 FOGG AZ MK                                         3343551.2 |
 CQ2930| CY3575 FOGG RM 1                                          35551     |
 CQ2930|---------------------------------------------------------------------|
 CQ2930
 CQ2930                          SUPERSEDED SURVEY CONTROL
 CQ2930
 CQ2930  NAD 83(1986)-  32 39 11.07744(N)    092 46 36.01128(W) AD(       ) 1
 CQ2930  NAD 27      -  32 39 10.54100(N)    092 46 35.46100(W) AD(       ) 1
 CQ2930
 CQ2930.Superseded values are not recommended for survey control.
 CQ2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2930.See file dsdata.txt to determine how the superseded data were derived.
 CQ2930
 CQ2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2094412850(NAD 83)
 CQ2930_MARKER: DD = SURVEY DISK
 CQ2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2930
 CQ2930  HISTORY     - Date     Condition        Report By
 CQ2930  HISTORY     - 1931     MONUMENTED       CGS
 CQ2930  HISTORY     - 1936     GOOD             LAGS
 CQ2930  HISTORY     - 1952     GOOD             CGS
 CQ2930  HISTORY     - 1970     GOOD             USAF
 CQ2930
 CQ2930                          STATION DESCRIPTION
 CQ2930
 CQ2930'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2930'STATION IS ABOUT 14 MILES NE OF ARCADIA AND 11 MILES NE OF
 CQ2930'RUSTON, ON A TIMBERED RIDGE, ON LAND OWNED BY T.B. FOGG.
 CQ2930'
 CQ2930'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 CQ2930'BRONZE DISKS SET IN CONCRETE.
 CQ2930'
 CQ2930'REFERENCE MARK NO. 1 IS 6 METERS (20 FEET) E OF CENTER LINE OF
 CQ2930'ROUTE 115, ABOUT 100 METERS (328 FEET) NW OF MR. FOGGS HOUSE,
 CQ2930'AND 300 METERS (984 FEET) FROM STATION IN N 04 DEG 08 MIN 41 SEC W.
 CQ2930'
 CQ2930'REFERENCE MARK NO. 2 IS ON THE EDGE OF PLOWED FIELD AND PINE
 CQ2930'TREES, AND 36.90 METERS (124.3 FEET) FROM STATION IN N 60 DEG 50 MIN E
 CQ2930'
 CQ2930'TO REACH FROM VIENNA, GO 9.5 MILES NW ON ROUTE 115 TO A
 CQ2930'SETTLEMENT ROAD, AND FOLLOW THIS ROAD 1/4 MILE TO THE STATION,
 CQ2930'WHICH IS ABOUT 60 METERS (197 FEET) S OF ROAD, AND ABOUT
 CQ2930'30 METERS (98 FEET) S OF A PLOWED FIELD.
 CQ2930
 CQ2930                          STATION RECOVERY (1936)
 CQ2930
 CQ2930'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CQ2930'STATION RECOVERED AS DESCRIBED.
 CQ2930
 CQ2930                          STATION RECOVERY (1952)
 CQ2930
 CQ2930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2930'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CQ2930'NO CHECK MEASUREMENT TO REFERENCE MARK 1 WAS MADE BECAUSE
 CQ2930'LARGE TREES AND BRUSH OBSTRUCTED THE LINE.  AN ADDITIONAL
 CQ2930'REFERENCE AND AZIMUTH MARK WAS ESTABLISHED.  A DISAGREEMENT
 CQ2930'IN THE DISTANCE TO REFERENCE MARK 2 WAS NOTED.  A COMPLETE
 CQ2930'NEW DESCRIPTION FOLLOWS.
 CQ2930'
 CQ2930'THE STATION IS ABOUT 12 MILES NORTHEAST OF ARCADIA AND 9
 CQ2930'MILES NORTHWEST OF VIENNA, 0.15 MILE SOUTH OF STATE HIGHWAY
 CQ2930'115, 0.1 MILE SOUTH OF THE T.B. FOGG FARMHOUSE, ABOUT 200
 CQ2930'FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND 4 FEET
 CQ2930'SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.  ON A DENSELY
 CQ2930'TIMBERED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 CQ2930'VICINITY AND OWNED BY T.B. FOGG.
 CQ2930'
 CQ2930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 CQ2930'AND STATE HIGHWAY 115 IN VIENNA.  GO NORTHWESTERLY ON HIGHWAY
 CQ2930'115 FOR 9.2 MILES TO A CROSS ROAD.  CONTINUE WESTERLY ON
 CQ2930'THE HIGHWAY FOR 0.35 MILE TO A T-JUNCTION AT THE FOGG FARMHOUSE.
 CQ2930'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO A
 CQ2930'TRACK ROAD LEFT.  BEAR LEFT ON THE TRACK ROAD AND CONTINUE
 CQ2930'SOUTH 0.1 MILE TO THE HIGHEST POINT AND THE STATION.  TO
 CQ2930'REACH THE AZIMUTH MARK AND REFERENCE MARK 1 FROM THE
 CQ2930'T-JUNCTION AT THE FOGG FARMHOUSE.  GO NORTHWEST ON HIGHWAY 115
 CQ2930'FOR 0.1 MILE TO REFERENCE MARK 1 ON THE RIGHT.  CONTINUE
 CQ2930'NORTHWEST ON THE HIGHWAY FOR 0.1 MILE TO THE AZIMUTH MARK
 CQ2930'ON THE LEFT.
 CQ2930'
 CQ2930'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2930'FOGG 1931.
 CQ2930'
 CQ2930'REFERENCE MARK 1 IS 25 FEET EAST OF THE CENTER OF THE HIGHWAY.
 CQ2930'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FOGG
 CQ2930'NO 1 1931.
 CQ2930'
 CQ2930'REFERENCE MARK 2 IS 3 FEET NORTHEAST OF A LONE 10-INCH
 CQ2930'PINE TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2930'FOGG NO 2 1931.
 CQ2930'
 CQ2930'REFERENCE MARK 3 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 CQ2930'FOGG NO 3 1931.
 CQ2930'
 CQ2930'THE AZIMUTH MARK IS 34 FEET SOUTHWEST OF THE CENTER OF STATE
 CQ2930'HIGHWAY 115 AND 5 FEET NORTHEAST OF A LONE 6-INCH PINE TREE.
 CQ2930'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FOGG
 CQ2930'1931.
 CQ2930'
 CQ2930'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CQ2930
 CQ2930                          STATION RECOVERY (1970)
 CQ2930
 CQ2930'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2930'STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 CQ2930'CONDITION AS DESCRIBED.  REFERENCE MARK 1 AND THE AZIMUTH MARK
 CQ2930'ARE BELIEVED TO HAVE BEEN GRADED OUT DURING ROAD CONSTRUCTION.
 CQ2930'
 CQ2930'ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1094 ***********************************************************************
 BH1094  DESIGNATION -  FOLGER
 BH1094  PID         -  BH1094
 BH1094  STATE/COUNTY-  LA/ORLEANS
 BH1094  USGS QUAD   -  LITTLE WOODS (1994)
 BH1094
 BH1094                         *CURRENT SURVEY CONTROL
 BH1094  ___________________________________________________________________
 BH1094* NAD 83(1992)-  30 02 07.72910(N)    089 54 34.44144(W)     ADJUSTED  
 BH1094* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BH1094  **This station is located in a subsidence area (see below).
 BH1094  ___________________________________________________________________
 BH1094  X           -       8,722.393 (meters)                     COMP
 BH1094  Y           -  -5,526,260.133 (meters)                     COMP
 BH1094  Z           -   3,173,766.548 (meters)                     COMP
 BH1094  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BH1094  ELLIP HEIGHT-         -25.44  (meters)          (01/21/03) GPS OBS
 BH1094  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BH1094  DYNAMIC HT  -           0.9   (meters)       3.    (feet)  COMP
 BH1094  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 BH1094
 BH1094  HORZ ORDER  -  FIRST
 BH1094  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1094  ELLP ORDER  -  FOURTH    CLASS II
 BH1094
 BH1094.The horizontal coordinates were established by GPS observations
 BH1094.and adjusted by the National Geodetic Survey in January 1993..
 BH1094
 BH1094 ** The orthometric height has not been validated since last determined
 BH1094 ** by differential leveling and should not be used for control purposes.
 BH1094 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1094 ** area with valid NAVD 88 orthometric heights.
 BH1094 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1094 ** epoch indicated which incorporates improved geoid heights for the
 BH1094 ** Southern Louisiana Subsidence area.
 BH1094 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1094.The orthometric height was scaled from a topographic map.
 BH1094.The vertical order pertains to the first NAVD 88 superseded value.
 BH1094
 BH1094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1094
 BH1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1094
 BH1094.The ellipsoidal height was determined by GPS observations
 BH1094.and is referenced to NAD 83.
 BH1094
 BH1094.The geoid height was determined by GEOID03.
 BH1094
 BH1094.The dynamic height is computed by dividing the NAVD 88
 BH1094.geopotential number by the normal gravity value computed on the
 BH1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1094.degrees latitude (g = 980.6199 gals.).
 BH1094
 BH1094.The modeled gravity was interpolated from observed gravity values.
 BH1094
 BH1094;                    North         East     Units Scale Factor Converg.
 BH1094;SPC LA S     -   171,052.269 1,137,311.312   MT  0.99992593   +0 42 42.8
 BH1094;SPC LA S     -   561,193.99  3,731,328.86   sFT  0.99992593   +0 42 42.8
 BH1094;UTM  16      - 3,326,284.717   219,418.266   MT  1.00057141   -1 27 26.3
 BH1094
 BH1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1094!SPC LA S     -   1.00000400  x   0.99992593  =   0.99992993
 BH1094!UTM  16      -   1.00000400  x   1.00057141  =   1.00057541
 BH1094
 BH1094|---------------------------------------------------------------------|
 BH1094| PID    Reference Object                     Distance      Geod. Az  |
 BH1094|                                                           dddmmss.s |
 BH1094| BH2827 MICHOUD SO BELL TEL MICROWAVE       108.100 METERS 00349     |
 BH1094| BH2813 VENETIAN ISLES WATER TANK           APPROX.10.2 KM 0680715.2 |
 BH1094| BH2809 VENETIAN ISLES MICROWAVE TOWER      APPROX.10.9 KM 0693217.2 |
 BH1094| BH1095 FOLGER RM 1                          26.515 METERS 13955     |
 BH1094| BH2840 FOLGER 1966 TEMP POINT              124.639 METERS 15737     |
 BH1094| AT1366 CHALMETTE TV STATION WVUE MAST      APPROX. 9.8 KM 2031856.3 |
 BH1094| AT1371 CHALMETTE CROSS S BK HI LN TWR      APPROX.14.2 KM 2090714.2 |
 BH1094| AT1365 CHALMETTE CROSS N BK HI LN TWR      APPROX.13.4 KM 2104150.5 |
 BH1094| AT1369 CHALMETTE 3                         APPROX.13.2 KM 2182410.5 |
 BH1094| BH2831 MICHOUD RAD STA KKS 460 MAST        APPROX. 4.0 KM 2200458.1 |
 BH1094| BH2830 MICHOUD PUB SERV CO WATER TANK      APPROX. 4.1 KM 2204802.4 |
 BH1094| BH1093 FOLGER RM 2                          17.042 METERS 25055     |
 BH1094| DD8800 FOLGER AZ MK                                       2622934.0 |
 BH1094| BJ4270 NEW ORLEANS LAKEFRONT APT BCN       APPROX.11.1 KM 2701558.0 |
 BH1094|---------------------------------------------------------------------|
 BH1094
 BH1094                          SUPERSEDED SURVEY CONTROL
 BH1094
 BH1094  ELLIP H (01/21/93)  -25.42   (m)                       GP(       ) 4 2
 BH1094  NAD 83(1986)-  30 02 07.74497(N)    089 54 34.43882(W) AD(       ) 1
 BH1094  NAD 83(1986)-  30 02 07.74240(N)    089 54 34.43527(W) AD(       ) 1
 BH1094  NAD 27      -  30 02 07.01889(N)    089 54 34.19793(W) AD(       ) 1
 BH1094  NAVD 88 (02/14/94)    0.907  (m)            2.98   (f) UNKNOWN     1 1
 BH1094  NAVD 88 (06/15/91)    0.999  (m)            3.28   (f) UNKNOWN     1 1
 BH1094  NGVD 29 (05/21/91)    0.967  (m)            3.17   (f) ADJUSTED    1 1
 BH1094
 BH1094.Superseded values are not recommended for survey control.
 BH1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1094.See file dsdata.txt to determine how the superseded data were derived.
 BH1094
 BH1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1941826285(NAD 83)
 BH1094_MARKER: DS = TRIANGULATION STATION DISK
 BH1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1094_SP_SET: CONCRETE POST
 BH1094_STAMPING: FOLGER 1966
 BH1094_MARK LOGO: CGS   
 BH1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1094+STABILITY: SURFACE MOTION
 BH1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1094+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1994
 BH1094
 BH1094  HISTORY     - Date     Condition        Report By
 BH1094  HISTORY     - 1966     MONUMENTED       CGS
 BH1094  HISTORY     - 1969     GOOD             CGS
 BH1094  HISTORY     - 1970     GOOD             NGS
 BH1094  HISTORY     - 1972     GOOD             NGS
 BH1094  HISTORY     - 1973     GOOD             NGS
 BH1094  HISTORY     - 1977     GOOD             NGS
 BH1094  HISTORY     - 1985     GOOD             NGS
 BH1094  HISTORY     - 1986     GOOD             NGS
 BH1094  HISTORY     - 1988     GOOD             LADTD
 BH1094  HISTORY     - 19880920 GOOD             LADTD
 BH1094  HISTORY     - 19890201 GOOD
 BH1094  HISTORY     - 19901018 GOOD             NGS
 BH1094  HISTORY     - 19941024 GOOD             NGS
 BH1094
 BH1094                          STATION DESCRIPTION
 BH1094
 BH1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH1094'STATION IS ABOUT 13 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, 8 MILES
 BH1094'NORTHEAST OF CHALMETTE, 3/4 MILE NORTHEAST OF THE MICHOUD PLANT AND
 BH1094'ON THE PROPERTY OF THE FOLGERS COFFEE COMPANY.
 BH1094'
 BH1094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BH1094'HIGHWAY 47 AT THE EAST EDGE OF NEW ORLEANS, GO NORTHEAST ON HIGHWAY
 BH1094'90 FOR 1.4 MILES TO THE AZIMUTH MARK ON THE LEFT ON THE NORTHWEST
 BH1094'SIDE OF THE DIVIDED HIGHWAY. CONTINUE NORTHEAST ON HIGHWAY 90 FOR
 BH1094'0.8 MILE TO THE JUNCTION WITH GENTILLY ROAD. TURN RIGHT AND GO
 BH1094'SOUTHWEST ON GENTILLY ROAD FOR 0.3 MILE TO THE ENTRANCE TO THE
 BH1094'FOLGER COFFEE CO. PLANT. TURN RIGHT PASSING THROUGH A GATE AND
 BH1094'GO NORTHWEST ON A PAVED DRIVEWAY ALONG THE SOUTHWEST SIDE OF A
 BH1094'HIGH FENCE FOR 0.1 MILE TO THE NORTHEAST CORNER OF THE PLANT
 BH1094'GROUNDS AND THE STATION.
 BH1094'
 BH1094'STATION MARKS ARE STANDARD DISKS STAMPED FOLGER 1966. THE SURFACE
 BH1094'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 BH1094'SURFACE OF THE GROUND. IT IS 11 FEET WEST OF A 5 INCH CYPRESS TREE,
 BH1094'21 FEET SOUTH OF A FENCE CORNER, 34 FEET NORTH OF THE NORTH END OF
 BH1094'A CONCRETE DRIVEWAY, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A
 BH1094'SPURLINE RAILROAD TRACK AND 183 FEET EAST-NORTHEAST OF THE
 BH1094'FOLGERS BUILDING. THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BH1094'MASS OF CONCRETE 41 INCHES BELOW THE SURFACE OF THE GROUND.
 BH1094'
 BH1094'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOLGER NO 1 1966, IS
 BH1094'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 BH1094'THE GROUND. IT IS 5 FEET SOUTHWEST OF A CHAIN LINK FENCE 38 FEET
 BH1094'NORTHEAST OF THE EDGE OF A CONCRETE DRIVEWAY AND 6 FEET NORTHEAST
 BH1094'OF A 4 INCH CYPRESS TREE.
 BH1094'
 BH1094'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOLGER NO 2 1966, IS
 BH1094'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 BH1094'THE GROUND. IT IS 2 FEET SOUTHEAST OF A FENCE, 8 FEET NORTH OF A
 BH1094'TRIPLE TRUNK WILLOW TREE, 16 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 BH1094'OF THE SPUR LINE RAILROAD AND 128 FEET NORTHEAST OF THE NORTHEAST
 BH1094'CORNER OF THE BUILDING.
 BH1094'
 BH1094'AZIMUTH MARK, A STANDARD DISK STAMPED FOLGER 1966, IS SET IN A ROUND
 BH1094'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES. IT IS 1.6 FEET EAST OF A
 BH1094'METAL WITNESS POST, 34 FEET SOUTHWEST OF A POWER POLE AND 71 FEET
 BH1094'NORTH OF THE CENTERLINE OF THE WEST LANE OF HIGHWAY 90.
 BH1094
 BH1094                          STATION RECOVERY (1969)
 BH1094
 BH1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 BH1094'STATION MARK AND R. M. 2 RECOVERED IN GOOD CONDITION.
 BH1094'
 BH1094'R. M. 1 WAS SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK WAS
 BH1094'NOT SEARCHED FOR.
 BH1094'
 BH1094'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BH1094
 BH1094                          STATION RECOVERY (1970)
 BH1094
 BH1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH1094'7.15 MI E FROM NEW ORLEANS.
 BH1094'ABOUT 1.85 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE HIGHWAY UNDERPASS
 BH1094'FOR INTERSTATE HIGHWAY 10 AT NEW ORLEANS, THENCE 5.3 MILES SOUTHEAST
 BH1094'ALONG GENTILLY ROAD, 20.5 FEET SOUTH-SOUTHWEST OF THE NORTH CORNER OF
 BH1094'A FENCE WHICH SURROUNDS THE PROPERTY OF THE FOLGER COFFEE PLANT, 183.0
 BH1094'FEET NORTHEAST OF THE NORTH CORNER OF THE BUILDING, 34.0 FEET NORTH OF
 BH1094'THE NORTH END OF THE CENTER LINE OF A CONCRETE DRIVEWAY, 11 FEET WEST
 BH1094'OF THE MOST NORTHWESTERLY OF A GROUP OF CYPRESS TREES, 87.0 FEET
 BH1094'NORTHWEST OF FOLGER RM 1, 55.8 FEET EAST-NORTHEAST OF FOLGER RM 2, AND
 BH1094'SET IN THE TOP OF A CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF
 BH1094'THE GROUND.
 BH1094
 BH1094                          STATION RECOVERY (1972)
 BH1094
 BH1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH1094'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 BH1094'IN GOOD CONDITION. THE AZIMUTH MARK HAS BEEN DESTROYED. NO SUITABLE
 BH1094'LOCATION FOR A NEW AZIMUTH MARK.
 BH1094'
 BH1094'THE HORIZONTAL DIRECTION BETWEEN REFERENCE MARK 1 AND 2 CHECKED
 BH1094'ADEQUATELY. A DIFFERENCE IN MEASUREMENT TO BOTH MARKS WERE
 BH1094'CONFIRMED.  REFERENCE MARK 1, MINUS 0.021 METER, REFERENCE MARK 2,
 BH1094'PLUS 0.007 METER.
 BH1094'
 BH1094'THE 1966 DESCRIPTION TO REACH IS ADEQUATE.
 BH1094
 BH1094                          STATION RECOVERY (1973)
 BH1094
 BH1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 BH1094'STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD
 BH1094'CONDITION AS DESCRIBED, EXCEPT R.M. 1 IS 0.5 FT. SW OF FENCE
 BH1094'AND NOT 5 FT. SW OF FENCE.
 BH1094'
 BH1094'AZIMUTH MARK WAS FOUND DESTROYED.  THE CONCRETE MONUMENT WAS
 BH1094'FOUND WITH THE TOP BEING KNOCKED OFF BY POWER MOWER
 BH1094'OPERATIONS.  THE MISSING DISK COULD NOT BE FOUND.
 BH1094
 BH1094                          STATION RECOVERY (1977)
 BH1094
 BH1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1094'1.85 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE INTERSTATE HIGHWAY 10
 BH1094'OVERPASS, THENCE 5.15 MILE SOUTHEAST ALONG GENTILLY ROAD, AT THE
 BH1094'FOLGERS COFFEE PLANT BUILDING, 183 FT. NORTHEAST OF THE NORTH
 BH1094'CORNER OF THE BUILDING, 20.5 FT. SOUTH-SOUTHWEST OF THE NORTH
 BH1094'CORNER OF A STEEL MESH FENCE WHICH SURROUNDS THE PLANT PROPERTY
 BH1094'11 FT. WEST OF THE MOST NORTHWESTERN ONE OF A ROW OF CYPRESS TREES,
 BH1094'87 FT. NORTHWEST OF FOLGER RM 1, 55.8 FT. EAST-NORTHEAST OF
 BH1094'FOLGER RM 2.
 BH1094
 BH1094                          STATION RECOVERY (1985)
 BH1094
 BH1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1094'RECOVERED IN GOOD CONDITION.
 BH1094
 BH1094                          STATION RECOVERY (1986)
 BH1094
 BH1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1094'RECOVERED IN GOOD CONDITION.
 BH1094
 BH1094                          STATION RECOVERY (1988)
 BH1094
 BH1094'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1094'RECOVERED IN GOOD CONDITION.
 BH1094
 BH1094                          STATION RECOVERY (1988)
 BH1094
 BH1094'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1094'THE STATION IS LOCATED AT THE FOLGER COFFEE PLANT IN NEW ORLEANS EAST.
 BH1094'OWNERSHIP--FOLGER COFFEE
 BH1094'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 OVERPASS OVER U S
 BH1094'HIGHWAY 90 IN THE EASTERN PART OF NEW ORLEANS GO EAST FOR 3 KM
 BH1094'(1.85 MI) ON HIGHWAY 90 TO THE JUNCTION OF HIGHWAY 90 AND GENTILLY
 BH1094'ROAD.  TURN RIGHT AND GO SOUTHEAST FOR 8.3 KM (5.15 MI) ON GENTILLY
 BH1094'ROAD TO THE FOLGERS COFFEE PLANT ENTRANCE ON THE LEFT AND THE STATION
 BH1094'INSIDE THE PLANT.
 BH1094'THE STATION IS RECESSED 2.5 CM BELOW THE GROUND 55.8 M (183.1 FT)
 BH1094'NORTHEAST OF THE NORTH CORNER OF THE BUILDING, 26.5 M (86.9 FT)
 BH1094'NORTHWEST OF FOLGER RM 1, 17 M (55.8 FT) EAST-NORTHEAST OF FOLGER RM
 BH1094'2, 6.2 M (20.3 FT) SOUTH-SOUTHWEST OF THE NORTH CORNER OF A STEEL MESH
 BH1094'FENCE WHICH SURROUNDS THE PLANT PROPERTY AND 3.4 M (11.2 FT) WEST OF
 BH1094'THE MOST NORTHWESTERN ONE OF A ROW OF CYPRESS TREES.
 BH1094
 BH1094                          STATION RECOVERY (1989)
 BH1094
 BH1094'RECOVERED 1989
 BH1094'RECOVERED IN GOOD CONDITION.
 BH1094
 BH1094                          STATION RECOVERY (1990)
 BH1094
 BH1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1094'3.0 KM (1.9 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1094'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 510 IN NEW ORLEANS,
 BH1094'THENCE 8.5 KM (5.3 MI) EASTERLY ALONG GENTILLY ROAD, THENCE 0.1 KM
 BH1094'(0.1 MI) NORTHERLY ALONG THE FOLGER COFFEE PLANT ENTRANCE ROAD, 26.5
 BH1094'M (86.9 FT) NORTHWEST OF REFERENCE MARK 1, 10.4 M (34.1 FT) NORTH OF
 BH1094'THE EXTENDED CENTER OF THE DRIVEWAY, 6.2 M (20.3 FT) SOUTH-SOUTHWEST
 BH1094'OF THE NORTH CORNER OF A FENCE, 3.3 M (10.8 FT) WEST OF THE MOST
 BH1094'NORTHWESTERLY 1 OF A GROUP OF CYPRESS TREES, AND THE MONUMENT IS 0.03
 BH1094'M (0.10 FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 BH1094'PROPERTY OWNED BY FOLGERS COFFEE COMPANY.  FOR PERMISSION TO VISIT
 BH1094'THE MARK, CONTACT ROB KNOBBE, ENGINEERING PLANNER, 14601 OLD GENTILLY
 BH1094'HIGHWAY, NEW ORLEANS, LA 70129, TELEPHONE NUMBER (504) 284-0480.
 BH1094
 BH1094                          STATION RECOVERY (1994)
 BH1094
 BH1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1094'3.0 KM (1.85 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR HIGHWAY)
 BH1094'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS, THENCE 8.5
 BH1094'KM (5.30 MI) EASTERLY ALONG GENTILLY ROAD, THENCE 0.1 KM (0.05 MI)
 BH1094'NORTHWESTERLY ALONG THE FOLGER COFFEE PLANT ENTRANCE ROAD (GATE 6),
 BH1094'28.6 M (93.8 FT) WEST OF THE EXTENDED CENTER OF THE ENTRANCE ROAD,
 BH1094'26.5 M (86.9 FT) NORTHWEST OF REFERENCE MARK 1, 8.0 M (26.2 FT) EAST
 BH1094'OF A FIRE HYDRANT, 4.9 M (16.1 FT) SOUTH-SOUTHEAST OF A CHAIN-LINK
 BH1094'FENCE, 3.0 M (9.8 FT) WEST OF THE MOST NORTHWESTERLY OF 4 CYPRESS
 BH1094'TREES, 1.9 M (6.2 FT) EAST OF A SECURITY LIGHT, AND THE MONUMENT IS
 BH1094'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE MONUMENT
 BH1094'IS ON PROPERTY OWNED BY FOLGERS COFFEE COMPANY. TO GAIN ACCESS TO THE
 BH1094'MONUMENT, CONTACT--JOHN MULHEARN, P.O.  BOX 29252, NEW ORLEANS, LA
 BH1094'70189-9252, TELEPHONE NUMBER (504) 254-8450.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3303 ***********************************************************************
 BJ3303  DESIGNATION -  FOLSOM
 BJ3303  PID         -  BJ3303
 BJ3303  STATE/COUNTY-  LA/ST TAMMANY
 BJ3303  USGS QUAD   -  MARTINVILLE (1983)
 BJ3303
 BJ3303                         *CURRENT SURVEY CONTROL
 BJ3303  ___________________________________________________________________
 BJ3303* NAD 83(1986)-  30 34 27.     (N)    090 12 39.     (W)     SCALED    
 BJ3303* NAVD 88     -        34.118  (meters)     111.94   (feet)  ADJUSTED  
 BJ3303  ___________________________________________________________________
 BJ3303  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3303  DYNAMIC HT  -          34.074 (meters)     111.79  (feet)  COMP
 BJ3303  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3303
 BJ3303  VERT ORDER  -  SECOND    CLASS I
 BJ3303
 BJ3303.The horizontal coordinates were scaled from a topographic map and have
 BJ3303.an estimated accuracy of +/- 6 seconds.
 BJ3303
 BJ3303.The orthometric height was determined by differential leveling
 BJ3303.and adjusted by the National Geodetic Survey in February 1994..
 BJ3303
 BJ3303.The geoid height was determined by GEOID03.
 BJ3303
 BJ3303.The dynamic height is computed by dividing the NAVD 88
 BJ3303.geopotential number by the normal gravity value computed on the
 BJ3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3303.degrees latitude (g = 980.6199 gals.).
 BJ3303
 BJ3303.The modeled gravity was interpolated from observed gravity values.
 BJ3303
 BJ3303;                    North         East    Units  Estimated Accuracy
 BJ3303;SPC LA S     -   230,440.    1,107,670.      MT  (+/- 180 meters Scaled)
 BJ3303
 BJ3303                          SUPERSEDED SURVEY CONTROL
 BJ3303
 BJ3303.No superseded survey control is available for this station.
 BJ3303
 BJ3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP674857(NAD 83)
 BJ3303_MARKER: DS = TRIANGULATION STATION DISK
 BJ3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3303_SP_SET: CONCRETE POST
 BJ3303_STAMPING: FOLSOM 1970
 BJ3303_MARK LOGO: CGS   
 BJ3303_PROJECTION: FLUSH
 BJ3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3303+STABILITY: SURFACE MOTION
 BJ3303
 BJ3303  HISTORY     - Date     Condition        Report By
 BJ3303  HISTORY     - 1970     MONUMENTED       NGS
 BJ3303  HISTORY     - 1982     GOOD             LADTD
 BJ3303
 BJ3303                          STATION DESCRIPTION
 BJ3303
 BJ3303'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3303'6.4 KM (4 MI) SSW FROM FOLSOM.
 BJ3303'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3303'OF COVINGTON, 60 WEST 6 KM (3.75 MI) TO DAVIDSON ROAD ON THE RIGHT,
 BJ3303'TURN RIGHT AND GO 1 KM (0.6 MI) ON DAVIDSON ROAD TO THE STATION ON THE
 BJ3303'RIGHT BY MICROWAVE TOWER, 16.2 METERS (53 FT) SOUTHEAST OF A FENCE
 BJ3303'CORNER, 14 METERS (46 FT) EAST OF THE CENTER OF DAVIDSON ROAD, 14
 BJ3303'METERS (46 FT) SOUTH OF A FENCE, 8.5 METERS (28 FT) EAST OF A FENCE,
 BJ3303'89 METERS (292 FT) NORTHWEST OF MICROWAVE TOWER.
 BJ3303'THE MARK IS 8.53 METERS  E FROM A WITNESS POST.
 BJ3303'THE MARK IS ABOVE LEVEL WITH DAVIDSON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4162 ***********************************************************************
 BJ4162  DESIGNATION -  FOLSOM
 BJ4162  PID         -  BJ4162
 BJ4162  STATE/COUNTY-  LA/ST TAMMANY
 BJ4162  USGS QUAD   -  MARTINVILLE (1983)
 BJ4162
 BJ4162                         *CURRENT SURVEY CONTROL
 BJ4162  ___________________________________________________________________
 BJ4162* NAD 83(1992)-  30 34 26.60686(N)    090 12 39.29805(W)     ADJUSTED  
 BJ4162* NAVD 88     -        34.05   (+/-2cm)     111.7    (feet)  VERTCON   
 BJ4162  ___________________________________________________________________
 BJ4162  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BJ4162  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ4162
 BJ4162  HORZ ORDER  -  FIRST
 BJ4162  VERT ORDER  -  THIRD ? (See Below)
 BJ4162
 BJ4162.The horizontal coordinates were established by classical geodetic methods
 BJ4162.and adjusted by the National Geodetic Survey in January 1993..
 BJ4162
 BJ4162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4162.The vertical order pertains to the NGVD 29 superseded value.
 BJ4162
 BJ4162.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4162
 BJ4162.The geoid height was determined by GEOID03.
 BJ4162
 BJ4162;                    North         East     Units Scale Factor Converg.
 BJ4162;SPC LA S     -   230,428.505 1,107,664.783   MT  0.99997563   +0 33 40.4
 BJ4162;SPC LA S     -   755,997.52  3,634,063.54   sFT  0.99997563   +0 33 40.4
 BJ4162;UTM  15      - 3,385,711.595   767,490.328   MT  1.00048277   +1 25 10.3
 BJ4162
 BJ4162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4162!SPC LA S     -   0.99999891  x   0.99997563  =   0.99997454
 BJ4162!UTM  15      -   0.99999891  x   1.00048277  =   1.00048168
 BJ4162
 BJ4162|---------------------------------------------------------------------|
 BJ4162| PID    Reference Object                     Distance      Geod. Az  |
 BJ4162|                                                           dddmmss.s |
 BJ4162| BJ3302 FOLSOM RM 1                          28.852 METERS 06242     |
 BJ4162| BJ4210 COVINGTON S BELL MICROWAVE          APPROX.15.5 KM 1352322.5 |
 BJ4162| BJ4161 FOLSOM UNITED PIPE MICROWAVE         89.064 METERS 13907     |
 BJ4162| BJ4211 COVINGTON W MUN TANK                APPROX.14.4 KM 1391044.9 |
 BJ4162| BJ4229 COVINGTON RAD STA WARB MAST         APPROX.11.0 KM 1440400.9 |
 BJ4162| BJ3305 FOLSOM AZ MK                                       1803253.3 |
 BJ4162| BJ3304 FOLSOM RM 2                          29.230 METERS 19431     |
 BJ4162|---------------------------------------------------------------------|
 BJ4162
 BJ4162                          SUPERSEDED SURVEY CONTROL
 BJ4162
 BJ4162  NAD 83(1986)-  30 34 26.62022(N)    090 12 39.29609(W) AD(       ) 1
 BJ4162  NAD 27      -  30 34 25.93395(N)    090 12 38.99918(W) AD(       ) 1
 BJ4162  NGVD 29 (09/03/91)   34.12   (m)          111.9    (f) LEVELING    3  
 BJ4162
 BJ4162.Superseded values are not recommended for survey control.
 BJ4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4162.See file dsdata.txt to determine how the superseded data were derived.
 BJ4162
 BJ4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6749085712(NAD 83)
 BJ4162_MARKER: DS = TRIANGULATION STATION DISK
 BJ4162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4162+STABILITY: SURFACE MOTION
 BJ4162
 BJ4162  HISTORY     - Date     Condition        Report By
 BJ4162  HISTORY     - 1970     MONUMENTED       NGS
 BJ4162  HISTORY     - 1979     GOOD             LADTD
 BJ4162
 BJ4162                          STATION DESCRIPTION
 BJ4162
 BJ4162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4162'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF COVINGTON, 5 MILES
 BJ4162'NORTH OF GOODBEE, 4 MILES SOUTH-SOUTHWEST OF FOLSOM ON PROPERTY
 BJ4162'OWNED BY UNITED GAS PIPELINE CO.
 BJ4162'
 BJ4162'TO REACH THE STATION FROM THE JUNCTION US HIGHWAY 190 AND STATE HIGH-
 BJ4162'WAY 1077 IN GOODBEE, 6-1/2 MILES WEST OF COVINGTON, GO NORTHWEST ON
 BJ4162'STATE HIGHWAY 1077 FOR 5.8 MILES TO A POINT WHERE MAIN HIGHWAY
 BJ4162'TURNS TO THE RIGHT AND A GRAVELED ROAD GOES STRAIGHT AHEAD.
 BJ4162'CONTINUE TO THE RIGHT ON MAIN HIGHWAY NORTHEASTERLY FOR 1.2 MILES TO
 BJ4162'A FORKS AND JUNCTION WITH STATE HIGHWAY 1078.  TURN RIGHT AND
 BJ4162'GO SOUTHEAST ON STATE HIGHWAY 1078 FOR 1.4 MILES TO A GRAVELED
 BJ4162'SIDE ROAD LEFT.  TURN SHARP LEFT AND GO NORTH ON GRAVELED ROAD FOR
 BJ4162'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 BJ4162'GRAVELED ROAD FOR 0.25 MILE TO A METAL GATE ON THE RIGHT.  TURN
 BJ4162'RIGHT AND PASS THROUGH METAL GATE.  TURN LEFT AFTER PASSING
 BJ4162'THROUGH METAL GATE AND GO NORTH FOR 0.05 MILE TO THE STATION.
 BJ4162'
 BJ4162'THE STATION MARK IS A STANDARD DISK, STAMPED FOLSOM 1970, SET IN THE
 BJ4162'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4162'THE SURFACE OF THE GROUND.  IT IS 53 FEET SOUTHEAST OF A FENCE
 BJ4162'CORNER.  46 FEET SOUTH OF A FENCE, 46 FEET EAST OF THE CENTER OF A
 BJ4162'GRAVELED ROAD AND 28 FEET EAST OF A FENCE AND A METAL WITNESS POST
 BJ4162'WITH A SIGN ATTACHED.
 BJ4162'
 BJ4162'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOLSOM NO 1 1970, SET IN
 BJ4162'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4162'WITH THE SURFACE OF THE GROUND.  IT IS 112 FEET EAST OF A FENCE
 BJ4162'CORNER AND 1 FOOT SOUTH OF A FENCE.
 BJ4162'
 BJ4162'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOLSOM NO 2 1970, SET IN
 BJ4162'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4162'WITH THE SURFACE OF THE GROUND.  IT IS 104 FEET NORTH OF THE CENTER
 BJ4162'OF A METAL GATE, 92 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN
 BJ4162'ATTACHED, 18 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND
 BJ4162'1.5 FEET EAST OF A FENCE.
 BJ4162'
 BJ4162'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FOLSOM 1970, SET IN THE
 BJ4162'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ4162'INCHES. IT IS 14 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 8 FEET
 BJ4162'EAST OF A FENCE, 3 FEET NORTH OF A POWERLINE POLE AND 3 FEET
 BJ4162'SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4162'
 BJ4162'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 BJ4162
 BJ4162                          STATION RECOVERY (1979)
 BJ4162
 BJ4162'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ4162'THE STATION WAS VISITED IN JUNE 1979.  THE STATION MARK, REFERENCE
 BJ4162'MARKS 1, 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. THE
 BJ4162'DIRECTIONS AND DISTANCES TO ALL MARKS CHECKED PREVIOUS DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3305 ***********************************************************************
 BJ3305  DESIGNATION -  FOLSOM AZ MK
 BJ3305  PID         -  BJ3305
 BJ3305  STATE/COUNTY-  LA/ST TAMMANY
 BJ3305  USGS QUAD   -  MARTINVILLE (1983)
 BJ3305
 BJ3305                         *CURRENT SURVEY CONTROL
 BJ3305  ___________________________________________________________________
 BJ3305* NAD 83(1986)-  30 34 15.     (N)    090 12 40.     (W)     SCALED    
 BJ3305* NAVD 88     -        27.139  (meters)      89.04   (feet)  ADJUSTED  
 BJ3305  ___________________________________________________________________
 BJ3305  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ3305  DYNAMIC HT  -          27.104 (meters)      88.92  (feet)  COMP
 BJ3305  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 BJ3305
 BJ3305  VERT ORDER  -  SECOND    CLASS I
 BJ3305
 BJ3305.The horizontal coordinates were scaled from a topographic map and have
 BJ3305.an estimated accuracy of +/- 6 seconds.
 BJ3305
 BJ3305.The orthometric height was determined by differential leveling
 BJ3305.and adjusted by the National Geodetic Survey in February 1994..
 BJ3305
 BJ3305.The geoid height was determined by GEOID03.
 BJ3305
 BJ3305.The dynamic height is computed by dividing the NAVD 88
 BJ3305.geopotential number by the normal gravity value computed on the
 BJ3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3305.degrees latitude (g = 980.6199 gals.).
 BJ3305
 BJ3305.The modeled gravity was interpolated from observed gravity values.
 BJ3305
 BJ3305;                    North         East    Units  Estimated Accuracy
 BJ3305;SPC LA S     -   230,070.    1,107,650.      MT  (+/- 180 meters Scaled)
 BJ3305
 BJ3305                          SUPERSEDED SURVEY CONTROL
 BJ3305
 BJ3305.No superseded survey control is available for this station.
 BJ3305
 BJ3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP674853(NAD 83)
 BJ3305_MARKER: DZ = AZIMUTH MARK DISK
 BJ3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3305_SP_SET: CONCRETE POST
 BJ3305_STAMPING: FOLSOM 1970
 BJ3305_MARK LOGO: CGS   
 BJ3305_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3305+STABILITY: SURFACE MOTION
 BJ3305
 BJ3305  HISTORY     - Date     Condition        Report By
 BJ3305  HISTORY     - 1970     MONUMENTED       NGS
 BJ3305  HISTORY     - 1982     GOOD             LADTD
 BJ3305
 BJ3305                          STATION DESCRIPTION
 BJ3305
 BJ3305'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3305'6.8 KM (4.2 MI) SSW FROM FOLSOM.
 BJ3305'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3305'OF COVINGTON, GO WEST 6 KM (3.75 MI) TO DAVIDSON ROAD ON THE RIGHT,
 BJ3305'TURN RIGHT AND GO 0.5 KM (0.3 MI) ON DAVIDSON ROAD TO THE STATION ON
 BJ3305'THE LEFT, 4.3 METERS (14 FT) WEST OF THE CENTER OF DAVIDSON ROAD, 2.4
 BJ3305'METERS (8 FT) EAST OF A FENCE, 2.3 METERS (7.5 FT) EAST-NORTHEAST OF A
 BJ3305'POWER POLE.
 BJ3305'THE MARK IS 2.29 METERS  ENE FROM  POWER POLE WITH SIGN
 BJ3305'THE MARK IS 0.30 M ABOVE DAVIDSON ROAD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3302 ***********************************************************************
 BJ3302  DESIGNATION -  FOLSOM RM 1
 BJ3302  PID         -  BJ3302
 BJ3302  STATE/COUNTY-  LA/ST TAMMANY
 BJ3302  USGS QUAD   -  MARTINVILLE (1983)
 BJ3302
 BJ3302                         *CURRENT SURVEY CONTROL
 BJ3302  ___________________________________________________________________
 BJ3302* NAD 83(1992)-  30 34 27.03661(N)    090 12 38.33589(W)     ADJUSTED  
 BJ3302* NAVD 88     -        33.852  (meters)     111.06   (feet)  ADJUSTED  
 BJ3302  ___________________________________________________________________
 BJ3302  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BJ3302  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3302  DYNAMIC HT  -          33.808 (meters)     110.92  (feet)  COMP
 BJ3302  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3302
 BJ3302  HORZ ORDER  -  SECOND
 BJ3302  VERT ORDER  -  SECOND    CLASS I
 BJ3302
 BJ3302.The horizontal coordinates were established by classical geodetic methods
 BJ3302.and adjusted by the National Geodetic Survey in January 1993..
 BJ3302
 BJ3302.The orthometric height was determined by differential leveling
 BJ3302.and adjusted by the National Geodetic Survey in February 1994..
 BJ3302
 BJ3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3302
 BJ3302.The geoid height was determined by GEOID03.
 BJ3302
 BJ3302.The dynamic height is computed by dividing the NAVD 88
 BJ3302.geopotential number by the normal gravity value computed on the
 BJ3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3302.degrees latitude (g = 980.6199 gals.).
 BJ3302
 BJ3302.The modeled gravity was interpolated from observed gravity values.
 BJ3302
 BJ3302;                    North         East     Units Scale Factor Converg.
 BJ3302;SPC LA S     -   230,441.990 1,107,690.290   MT  0.99997566   +0 33 40.9
 BJ3302;SPC LA S     -   756,041.76  3,634,147.23   sFT  0.99997566   +0 33 40.9
 BJ3302;UTM  15      - 3,385,725.467   767,515.642   MT  1.00048293   +1 25 10.8
 BJ3302
 BJ3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3302!SPC LA S     -   0.99999894  x   0.99997566  =   0.99997460
 BJ3302!UTM  15      -   0.99999894  x   1.00048293  =   1.00048187
 BJ3302
 BJ3302                          SUPERSEDED SURVEY CONTROL
 BJ3302
 BJ3302  NAD 83(1986)-  30 34 27.04999(N)    090 12 38.33392(W) AD(       ) 2
 BJ3302  NGVD 29 (09/03/91)   33.85   (m)          111.1    (f) LEVELING    3  
 BJ3302
 BJ3302.Superseded values are not recommended for survey control.
 BJ3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3302.See file dsdata.txt to determine how the superseded data were derived.
 BJ3302
 BJ3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6751685725(NAD 83)
 BJ3302_MARKER: DR = REFERENCE MARK DISK
 BJ3302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3302_SP_SET: CONCRETE POST
 BJ3302_STAMPING: FOLSOM NO. 1 1970
 BJ3302_MARK LOGO: CGS   
 BJ3302_PROJECTION: FLUSH
 BJ3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3302+STABILITY: SURFACE MOTION
 BJ3302
 BJ3302  HISTORY     - Date     Condition        Report By
 BJ3302  HISTORY     - 1970     MONUMENTED       NGS
 BJ3302  HISTORY     - 1982     GOOD             LADTD
 BJ3302
 BJ3302                          STATION DESCRIPTION
 BJ3302
 BJ3302'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3302'6.4 KM (4 MI) SSW FROM FOLSOM.
 BJ3302'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3302'OF COVINGTON, GO WEST 6 KM (3.75 MI) TO DAVIDSON ROAD ON THE RIGHT,
 BJ3302'TURN RIGHT AND GO 1 KM (0.6 MI) ON DAVIDSON ROAD TO THE STATION ON THE
 BJ3302'RIGHT BY MICROWAVE TOWER, 39.6 METERS (130 FT) EAST OF THE CENTER OF
 BJ3302'DAVIDSON ROAD, 34.1 METERS (112 FT) EAST OF A FENCE CORNER, 0.3 METER
 BJ3302'(1 FT) SOUTH OF A FENCE, 29 METERS (95 FT) NORTHEAST OF BENCH MARK
 BJ3302'FOLSOM.
 BJ3302'THE MARK IS ABOVE LEVEL WITH GRAVEL DRIVE..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3304 ***********************************************************************
 BJ3304  DESIGNATION -  FOLSOM RM 2
 BJ3304  PID         -  BJ3304
 BJ3304  STATE/COUNTY-  LA/ST TAMMANY
 BJ3304  USGS QUAD   -  MARTINVILLE (1983)
 BJ3304
 BJ3304                         *CURRENT SURVEY CONTROL
 BJ3304  ___________________________________________________________________
 BJ3304* NAD 83(1992)-  30 34 25.68797(N)    090 12 39.57297(W)     ADJUSTED  
 BJ3304* NAVD 88     -        33.649  (meters)     110.40   (feet)  ADJUSTED  
 BJ3304  ___________________________________________________________________
 BJ3304  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BJ3304  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3304  DYNAMIC HT  -          33.605 (meters)     110.25  (feet)  COMP
 BJ3304  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3304
 BJ3304  HORZ ORDER  -  SECOND
 BJ3304  VERT ORDER  -  SECOND    CLASS I
 BJ3304
 BJ3304.The horizontal coordinates were established by classical geodetic methods
 BJ3304.and adjusted by the National Geodetic Survey in January 1993..
 BJ3304
 BJ3304.The orthometric height was determined by differential leveling
 BJ3304.and adjusted by the National Geodetic Survey in February 1994..
 BJ3304
 BJ3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3304
 BJ3304.The geoid height was determined by GEOID03.
 BJ3304
 BJ3304.The dynamic height is computed by dividing the NAVD 88
 BJ3304.geopotential number by the normal gravity value computed on the
 BJ3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3304.degrees latitude (g = 980.6199 gals.).
 BJ3304
 BJ3304.The modeled gravity was interpolated from observed gravity values.
 BJ3304
 BJ3304;                    North         East     Units Scale Factor Converg.
 BJ3304;SPC LA S     -   230,400.138 1,107,657.735   MT  0.99997559   +0 33 40.3
 BJ3304;SPC LA S     -   755,904.45  3,634,040.42   sFT  0.99997559   +0 33 40.3
 BJ3304;UTM  15      - 3,385,683.111   767,483.702   MT  1.00048272   +1 25 10.1
 BJ3304
 BJ3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3304!SPC LA S     -   0.99999897  x   0.99997559  =   0.99997456
 BJ3304!UTM  15      -   0.99999897  x   1.00048272  =   1.00048169
 BJ3304
 BJ3304                          SUPERSEDED SURVEY CONTROL
 BJ3304
 BJ3304  NAD 83(1986)-  30 34 25.70137(N)    090 12 39.57099(W) AD(       ) 2
 BJ3304  NGVD 29 (09/03/91)   33.65   (m)          110.4    (f) LEVELING    3  
 BJ3304
 BJ3304.Superseded values are not recommended for survey control.
 BJ3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3304.See file dsdata.txt to determine how the superseded data were derived.
 BJ3304
 BJ3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6748485683(NAD 83)
 BJ3304_MARKER: DR = REFERENCE MARK DISK
 BJ3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3304_SP_SET: CONCRETE POST
 BJ3304_STAMPING: FOLSOM NO 2 1970
 BJ3304_MARK LOGO: CGS   
 BJ3304_PROJECTION: FLUSH
 BJ3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3304+STABILITY: SURFACE MOTION
 BJ3304
 BJ3304  HISTORY     - Date     Condition        Report By
 BJ3304  HISTORY     - 1970     MONUMENTED       NGS
 BJ3304  HISTORY     - 1982     GOOD             LADTD
 BJ3304
 BJ3304                          STATION DESCRIPTION
 BJ3304
 BJ3304'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3304'6.4 KM (4 MI) SSW FROM FOLSOM.
 BJ3304'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 1078 NORTH
 BJ3304'OF COVINGTON, GO WEST 6 KM (3.75 MI) TO DAVIDSON ROAD ON THE RIGHT,
 BJ3304'TURN RIGHT AND GO 1 KM (0.6 MI) ON DAVIDSON ROAD TO THE STATION ON THE
 BJ3304'RIGHT BY MICROWAVE TOWER, 31.7 METERS (104 FT) NORTH OF THE CENTER OF
 BJ3304'A METAL GATE, 28 METERS (92 FT) SOUTH OF A WITNESS POST, 5.5 METERS
 BJ3304'(18 FT) EAST OF THE CENTER OF DAVIDSON ROAD, 0.3 METER (1 FT) EAST OF
 BJ3304'A FENCE, 29.3 METERS (96 FT) SOUTH-SOUTHWEST OF TRIANGULATION STATION
 BJ3304'FOLSOM.
 BJ3304'THE MARK IS ABOVE LEVEL WITH DAVIDSON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4161 ***********************************************************************
 BJ4161  DESIGNATION -  FOLSOM UNITED PIPE MICROWAVE
 BJ4161  PID         -  BJ4161
 BJ4161  STATE/COUNTY-  LA/ST TAMMANY
 BJ4161  USGS QUAD   -  MARTINVILLE (1983)
 BJ4161
 BJ4161                         *CURRENT SURVEY CONTROL
 BJ4161  ___________________________________________________________________
 BJ4161* NAD 83(1992)-  30 34 24.42004(N)    090 12 37.11062(W)     ADJUSTED  
 BJ4161* NAVD 88     -                                                        
 BJ4161  ___________________________________________________________________
 BJ4161  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BJ4161  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ4161
 BJ4161  HORZ ORDER  -  THIRD
 BJ4161
 BJ4161.The horizontal coordinates were established by classical geodetic methods
 BJ4161.and adjusted by the National Geodetic Survey in January 1993..
 BJ4161
 BJ4161
 BJ4161.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4161
 BJ4161.The geoid height was determined by GEOID03.
 BJ4161
 BJ4161;                    North         East     Units Scale Factor Converg.
 BJ4161;SPC LA S     -   230,361.738 1,107,723.726   MT  0.99997553   +0 33 41.5
 BJ4161;SPC LA S     -   755,778.47  3,634,256.92   sFT  0.99997553   +0 33 41.5
 BJ4161;UTM  15      - 3,385,645.685   767,550.294   MT  1.00048316   +1 25 11.3
 BJ4161
 BJ4161                          SUPERSEDED SURVEY CONTROL
 BJ4161
 BJ4161  NAD 83(1986)-  30 34 24.43417(N)    090 12 37.10740(W) AD(       ) 4
 BJ4161  NAD 27      -  30 34 23.74777(N)    090 12 36.81062(W) AD(       ) 3
 BJ4161
 BJ4161.Superseded values are not recommended for survey control.
 BJ4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4161.See file dsdata.txt to determine how the superseded data were derived.
 BJ4161
 BJ4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6755085646(NAD 83)
 BJ4161_MARKER: 44 = MICROWAVE MAST
 BJ4161
 BJ4161  HISTORY     - Date     Condition        Report By
 BJ4161  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4161  HISTORY     - 1979     GOOD             LADTD
 BJ4161
 BJ4161                          STATION DESCRIPTION
 BJ4161
 BJ4161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4161'UNITED PIPELINE COMPANY MICROWAVE IS LOCATED INSIDE A FENCED PASTURE,
 BJ4161'ABOUT 4 MILES SOUTH-SOUTHWEST OF FOLSOM, 1/2 MILE NORTH OF STATE
 BJ4161'HIGHWAY 1078 AND ABOUT 200 FEET EAST OF A NORTH-SOUTH GRADED ROAD.
 BJ4161'
 BJ4161'A STEEL TRIANGULAR, PEDESTAL TYPE MAST, PAINTED ORANGE-WHITE
 BJ4161'ALTERNATE SECTIONS, 300 FEET IN HEIGHT, HAS A RED LIGHT AND 2 FAN
 BJ4161'TYPE ANTENNAE AT TOP.
 BJ4161'
 BJ4161'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 BJ4161
 BJ4161                          STATION RECOVERY (1979)
 BJ4161
 BJ4161'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ4161'THE STATION WAS RECOVERED AS DESCRIBED IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0770 ***********************************************************************
 DI0770  DESIGNATION -  FONDALE RESET
 DI0770  PID         -  DI0770
 DI0770  STATE/COUNTY-  LA/OUACHITA
 DI0770  USGS QUAD   -  BOSCO (1982)
 DI0770
 DI0770                         *CURRENT SURVEY CONTROL
 DI0770  ___________________________________________________________________
 DI0770* NAD 83(1992)-  32 19 19.91108(N)    092 05 06.00364(W)     ADJUSTED  
 DI0770* NAVD 88     -        21.68   (+/-2cm)      71.1    (feet)  VERTCON   
 DI0770  ___________________________________________________________________
 DI0770  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DI0770  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DI0770
 DI0770  HORZ ORDER  -  FIRST
 DI0770  VERT ORDER  -  THIRD ? (See Below)
 DI0770
 DI0770.The horizontal coordinates were established by classical geodetic methods
 DI0770.and adjusted by the National Geodetic Survey in January 1993..
 DI0770
 DI0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DI0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DI0770.The vertical order pertains to the NGVD 29 superseded value.
 DI0770
 DI0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0770
 DI0770.The geoid height was determined by GEOID03.
 DI0770
 DI0770;                    North         East     Units Scale Factor Converg.
 DI0770;SPC LA N     -   202,112.928 1,039,074.351   MT  0.99993958   +0 13 09.9
 DI0770;SPC LA N     -   663,098.83  3,409,029.77   sFT  0.99993958   +0 13 09.9
 DI0770;UTM  15      - 3,576,517.482   586,124.530   MT  0.99969147   +0 29 21.3
 DI0770
 DI0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0770!SPC LA N     -   1.00000066  x   0.99993958  =   0.99994024
 DI0770!UTM  15      -   1.00000066  x   0.99969147  =   0.99969213
 DI0770
 DI0770|---------------------------------------------------------------------|
 DI0770| PID    Reference Object                     Distance      Geod. Az  |
 DI0770|                                                           dddmmss.s |
 DI0770| CQ0452 FONDALE RM 1                         37.225 METERS 12457     |
 DI0770| CQ0451 P 241                                              1813050.3 |
 DI0770| CQ2768 RIVERTON RM 5                       APPROX.16.1 KM 1821523.1 |
 DI0770| CY3578 FONDALE AZ MK                                      2295130.3 |
 DI0770| CQ2737 HODGE LADH RM 2 1971                APPROX. 6.5 KM 3285917.4 |
 DI0770| CQ0454 FONDALE RM 2                         38.673 METERS 34044     |
 DI0770| CQ2665 WEST MONROE MUNICIPAL TANK          APPROX.20.4 KM 3493654.4 |
 DI0770|---------------------------------------------------------------------|
 DI0770
 DI0770                          SUPERSEDED SURVEY CONTROL
 DI0770
 DI0770  NAD 83(1986)-  32 19 19.92500(N)    092 05 05.99597(W) AD(       ) 1
 DI0770  NAD 27      -  32 19 19.38509(N)    092 05 05.51043(W) AD(       ) 1
 DI0770  NGVD 29 (11/02/92)   21.72   (m)           71.3    (f) LEVELING    3  
 DI0770
 DI0770.Superseded values are not recommended for survey control.
 DI0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0770.See file dsdata.txt to determine how the superseded data were derived.
 DI0770
 DI0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8612576517(NAD 83)
 DI0770_MARKER: DS = TRIANGULATION STATION DISK
 DI0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0770_STAMPING: FONDALE 1941 1971
 DI0770_MARK LOGO: NGS   
 DI0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0770+STABILITY: SURFACE MOTION
 DI0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0770+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1983
 DI0770
 DI0770  HISTORY     - Date     Condition        Report By
 DI0770  HISTORY     - 1971     MONUMENTED       NGS
 DI0770  HISTORY     - 19830726 GOOD             NGS
 DI0770  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DI0770
 DI0770                          STATION DESCRIPTION
 DI0770
 DI0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DI0770'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED IN GOOD
 DI0770'CONDITION.  REFERENCE MARK ONE HAD BEEN HIT BY FARM MACHINERY AND
 DI0770'IS CHIPPED, BUT IS STILL SOLID IN THE GROUND.  THE AZIMUTH MARK
 DI0770'WAS NOT FOUND AND IS BELEIVED IT WAS DESTROYED BY ROAD
 DI0770'CONSTRUCTION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK TWO
 DI0770'COMPARED GOOD WITH THE PREVIOUS DATA.  THE DIRECTION TO
 DI0770'REFERENCE MARK ONE WAS FOUND TO BE ABOUT 4 MINUTES GREATER AND
 DI0770'THE DISTANCE WAS 0.19 FEET LONGER THAN THE PREVIOUS DATA.  BY
 DI0770'REQUEST OF THE PROPERTY OWNER THE STATION MARK WAS LOWERED TO
 DI0770'PREVENT DAMAGE TO FARM MACHINERY AND TO THE MARK.  P 241 (LDH)
 DI0770'CAN BE USED AS THE NEW AZIMUTH MARK.
 DI0770'
 DI0770'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 DI0770'
 DI0770'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF THE CENTER OF
 DI0770'MONROE, 8 MILES EAST OF LUNA AND 2-1/4 MILES NORTH OF BOSCO, IN
 DI0770'THE SOUTHWEST QUARTER OF SECTION 32, T 16 N, R 4 E, IN THE
 DI0770'SOUTHWEST CORNER OF A FIELD UNDER CULTIVATION OWNED BY MR. JOHN
 DI0770'H. FILHIOL, 19 JANA DRIVE, MONROE, LOUISIANA, 71201.
 DI0770'
 DI0770'TO REACH THE STATION FROM THE POST OFFICE IN BOSCO, GO NORTH
 DI0770'ON U.S. HIGHWAY 165 FOR 1.65 MILES TO BENCH MARK P 241 ON THE
 DI0770'LEFT.  CONTINUE NORTH ON HIGHWAY 165 FOR 0.55 MILE TO A GRADED
 DI0770'SAND ROAD ON THE RIGHT.  TURN RIGHT, CROSS RAILROAD TRACK AND
 DI0770'GO EAST ABOUT 20 YARDS TO THE STATION ON THE LEFT.
 DI0770'
 DI0770'STATION MARKS ARE STANDARD DISKS STAMPED FONDALE 1941 1971.  THE
 DI0770'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DI0770'MONUMENT THAT IS 30 INCHES BELOW THE GROUND SURFACE.  IT IS 96
 DI0770'FEET NORTH OF THE CENTER OF THE SAND ROAD, 78 FEET NORTHEAST OF
 DI0770'A POWER POLE, 70 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK
 DI0770'AND 46 FEET EAST OF A TELEGRAPH POLE.  THE UNDERGROUND DISK IS
 DI0770'SET IN AN IRREGULAR MASS OF CONCRETE 60 INCHES BELOW THE GROUND
 DI0770'SURFACE.
 DI0770'
 DI0770'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FONDALE NO 1 1941,
 DI0770'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DI0770'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 161 FEET EAST
 DI0770'OF THE EAST RAIL OR THE RAILROAD TRACK, 119.5 FEET EAST OF THE
 DI0770'POWER POLE, 22 FEET NORTH OF THE CENTER OF THE SAND ROAD AND 1
 DI0770'FOOT NORTH OF A METAL WITNESS POST.
 DI0770'
 DI0770'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FONDALE NO 2 1941,
 DI0770'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DI0770'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 120 FEET NORTH
 DI0770'OF THE TELEGRAPH POLE, 65 FEET SOUTH-SOUTHEAST OF A TELEGRAPH
 DI0770'POLE, 40 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK AND
 DI0770'1.2 FEET EAST OF A METAL WITNESS POST.
 DI0770'
 DI0770'THE AZIMUTH MARK IS A LOUISIANA DEPARTMENT OF HIGHWAYS BENCH
 DI0770'MARK DISK, STAMPED P 241 1966, SET IN THE TOP OF A 12-INCH
 DI0770'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 DI0770'GROUND SURFACE.  IT IS 51.5 FEET WEST OF THE CENTER OF HIGHWAY
 DI0770'165, 18 FEET SOUTH OF THE CENTER OF A METAL GATE, 2.7 FEET NORTH
 DI0770'OF A POWER POLE, 1.2 FEET WEST OF A METAL WITNESS POST AND 6
 DI0770'INCHES EAST OF A FENCE.
 DI0770'
 DI0770'HEIGHT OF LIGHT ABOVE STATION MARK 128.9 FEET.
 DI0770'
 DI0770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DI0770'2.3 MILE NORTH OF BOSCO.
 DI0770
 DI0770                          STATION RECOVERY (1983)
 DI0770
 DI0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RJT)
 DI0770'THE STATION MARK AND BENCH MARK P 241 WERE FOUND TO BE IN GOOD
 DI0770'CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE DISK SHEARED OFF AND
 DI0770'REFERENCE MARK 2 WAS DESTROYED.  A NEW DISK WAS SET IN THE ORIGINAL
 DI0770'CONCRETE POST OF REFERENCE MARK 1 AND WAS STAMPED REFERENCE MARK 3.
 DI0770'REFERENCE MARK 4 WAS ALSO ESTABLISHED THIS DATE.  THE DESCRIPTION FOR
 DI0770'THE STATION AND BENCH MARK P 241 WHICH WAS USED AS AN AZIMUTH IS
 DI0770'ADEQUATE TO RECOVER MARKS.  NOTE BENCH MARK P 241 IS A USC AND GS DISK
 DI0770'AND NOT A LDH DISK AS MENTIONED IN PREVIOUS DESCRIPTION.
 DI0770' 
 DI0770'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--FONDALE 1941 NO 3
 DI0770'1983--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 DI0770'CM ON SIDE PROJECTING 6 INCHES OR 15 CM ABOVE THE GROUND LOCATED 161
 DI0770'FT (49.1 M) E FROM THE EAST RAIL OF THE RAILROAD TRACK, 119.5 FT (36.4
 DI0770'M) E FROM A POWER POLE, 22 FT (6.7 M) N FROM THE CENTER OF THE SAND
 DI0770'ROAD, AND 1 FT (0.3 M) E FROM A METAL WITNESS POST.
 DI0770' 
 DI0770'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--FONDALE 1941 NO 4
 DI0770'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 DI0770'CM IN DIAMETER FLUSH WITH GROUND LOCATED 41.5 FT (12.6 M) E FROM THE
 DI0770'EAST RAIL OF THE RAILROAD TRACK, 23 FT (7 M) N FROM THE CENTERLINE OF
 DI0770'A GRAVEL ROAD, 3 FT (0.9 M) N FROM A POWER POLE, AND 46 FT (14 M) NNW
 DI0770'FROM THE N ONE OF TWO GAS LINE RIGHT-OF-WAY MARKERS.
 DI0770
 DI0770                          STATION RECOVERY (1990)
 DI0770
 DI0770'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 DI0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0452 ***********************************************************************
 CQ0452  DESIGNATION -  FONDALE RM 1
 CQ0452  PID         -  CQ0452
 CQ0452  STATE/COUNTY-  LA/OUACHITA
 CQ0452  USGS QUAD   -  BOSCO (1982)
 CQ0452
 CQ0452                         *CURRENT SURVEY CONTROL
 CQ0452  ___________________________________________________________________
 CQ0452* NAD 83(1986)-  32 19 20.     (N)    092 05 05.     (W)     SCALED    
 CQ0452* NAVD 88     -        22.14   (+/-2cm)      72.6    (feet)  VERTCON   
 CQ0452  ___________________________________________________________________
 CQ0452  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0452
 CQ0452  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0452
 CQ0452.The horizontal coordinates were scaled from a topographic map and have
 CQ0452.an estimated accuracy of +/- 6 seconds.
 CQ0452
 CQ0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0452.The vertical order pertains to the NGVD 29 superseded value.
 CQ0452
 CQ0452.The geoid height was determined by GEOID03.
 CQ0452
 CQ0452;                    North         East    Units  Estimated Accuracy
 CQ0452;SPC LA N     -   202,120.    1,039,100.      MT  (+/- 180 meters Scaled)
 CQ0452
 CQ0452                          SUPERSEDED SURVEY CONTROL
 CQ0452
 CQ0452  NGVD 29 (??/??/??)   22.175  (m)           72.75   (f) ADJUSTED    1 2
 CQ0452
 CQ0452.Superseded values are not recommended for survey control.
 CQ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0452.See file dsdata.txt to determine how the superseded data were derived.
 CQ0452
 CQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR861765(NAD 83)
 CQ0452_MARKER: DR = REFERENCE MARK DISK
 CQ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0452_STAMPING: FONDALE NO 1 1941
 CQ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0452+STABILITY: SURFACE MOTION
 CQ0452
 CQ0452  HISTORY     - Date     Condition        Report By
 CQ0452  HISTORY     - 1941     MONUMENTED       CGS
 CQ0452  HISTORY     - 1966     GOOD             CGS
 CQ0452  HISTORY     - 19771229 POOR             USGS
 CQ0452  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0452
 CQ0452                          STATION DESCRIPTION
 CQ0452
 CQ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0452'2.2 MI N FROM BOSCO.
 CQ0452'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0452'BOSCO, IN SECTION 32, T 16 N, R 4 E, 162 FEET EAST OF THE EAST RAIL OF
 CQ0452'THE MISSOURI PACIFIC RAILROAD, 22 FEET NORTH OF THE CENTER LINE OF AN
 CQ0452'EAST-WEST ROAD, 121.2 FEET EAST-SOUTHEAST OF TRIANGULATION STATION
 CQ0452'FONDALE 1941, 0.6 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 CQ0452'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CQ0452'PROJECTING 3 INCHES.
 CQ0452
 CQ0452                          STATION RECOVERY (1977)
 CQ0452
 CQ0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GS)
 CQ0452'MARK RECOVERED IN POOR CONDITION.
 CQ0452
 CQ0452                          STATION RECOVERY (1990)
 CQ0452
 CQ0452'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0454 ***********************************************************************
 CQ0454  DESIGNATION -  FONDALE RM 2
 CQ0454  PID         -  CQ0454
 CQ0454  STATE/COUNTY-  LA/OUACHITA
 CQ0454  USGS QUAD   -  BOSCO (1982)
 CQ0454
 CQ0454                         *CURRENT SURVEY CONTROL
 CQ0454  ___________________________________________________________________
 CQ0454* NAD 83(1986)-  32 19 20.     (N)    092 05 05.     (W)     SCALED    
 CQ0454* NAVD 88     -        21.97   (+/-2cm)      72.1    (feet)  VERTCON   
 CQ0454  ___________________________________________________________________
 CQ0454  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0454
 CQ0454  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0454
 CQ0454.The horizontal coordinates were scaled from a topographic map and have
 CQ0454.an estimated accuracy of +/- 6 seconds.
 CQ0454
 CQ0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0454.The vertical order pertains to the NGVD 29 superseded value.
 CQ0454
 CQ0454.The geoid height was determined by GEOID03.
 CQ0454
 CQ0454;                    North         East    Units  Estimated Accuracy
 CQ0454;SPC LA N     -   202,120.    1,039,100.      MT  (+/- 180 meters Scaled)
 CQ0454
 CQ0454                          SUPERSEDED SURVEY CONTROL
 CQ0454
 CQ0454  NGVD 29 (??/??/??)   22.005  (m)           72.19   (f) ADJUSTED    1 2
 CQ0454
 CQ0454.Superseded values are not recommended for survey control.
 CQ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0454.See file dsdata.txt to determine how the superseded data were derived.
 CQ0454
 CQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR861765(NAD 83)
 CQ0454_MARKER: DR = REFERENCE MARK DISK
 CQ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0454_STAMPING: FONDALE NO 2 1941
 CQ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0454+STABILITY: SURFACE MOTION
 CQ0454
 CQ0454  HISTORY     - Date     Condition        Report By
 CQ0454  HISTORY     - 1941     MONUMENTED       CGS
 CQ0454  HISTORY     - 1966     GOOD             CGS
 CQ0454  HISTORY     - 19771229 MARK NOT FOUND   USGS
 CQ0454  HISTORY     - 1990     GOOD             USPSQD
 CQ0454
 CQ0454                          STATION DESCRIPTION
 CQ0454
 CQ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0454'2.2 MI N FROM BOSCO.
 CQ0454'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0454'BOSCO, IN SECTION 32, T 16 N, R 4 E, 37 FEET EAST OF THE EAST RAIL OF
 CQ0454'THE MISSOURI PACIFIC RAILROAD, 65 FEET SOUTH-SOUTHEAST OF THE SECOND
 CQ0454'POLE NORTH OF AN EAST-WEST ROAD CROSSING, 127.0 FEET NORTH-NORTHWEST
 CQ0454'OF TRIANGULATION STATION FONDALE 1941, 1.0 FOOT EAST OF A METAL
 CQ0454'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 CQ0454'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CQ0454
 CQ0454                          STATION RECOVERY (1977)
 CQ0454
 CQ0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GS)
 CQ0454'MARK NOT FOUND.
 CQ0454
 CQ0454                          STATION RECOVERY (1990)
 CQ0454
 CQ0454'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4223 ***********************************************************************
 BJ4223  DESIGNATION -  FONTAINBLEAU ST PARK WATER TK
 BJ4223  PID         -  BJ4223
 BJ4223  STATE/COUNTY-  LA/ST TAMMANY
 BJ4223  USGS QUAD   -  MANDEVILLE (1979)
 BJ4223
 BJ4223                         *CURRENT SURVEY CONTROL
 BJ4223  ___________________________________________________________________
 BJ4223* NAD 83(1992)-  30 20 25.76560(N)    090 02 31.83535(W)     ADJUSTED  
 BJ4223* NAVD 88     -                                                        
 BJ4223  ___________________________________________________________________
 BJ4223  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BJ4223  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BJ4223
 BJ4223  HORZ ORDER  -  THIRD
 BJ4223
 BJ4223.The horizontal coordinates were established by classical geodetic methods
 BJ4223.and adjusted by the National Geodetic Survey in May 1994..
 BJ4223
 BJ4223
 BJ4223.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4223
 BJ4223.The geoid height was determined by GEOID03.
 BJ4223
 BJ4223;                    North         East     Units Scale Factor Converg.
 BJ4223;SPC LA S     -   204,708.413 1,124,141.770   MT  0.99994325   +0 38 44.1
 BJ4223;SPC LA S     -   671,614.18  3,688,121.79   sFT  0.99994325   +0 38 44.1
 BJ4223;UTM  15      - 3,360,225.129   784,358.638   MT  1.00059768   +1 29 42.4
 BJ4223;UTM  16      - 3,360,439.914   207,528.147   MT  1.00065543   -1 32 16.1
 BJ4223
 BJ4223                          SUPERSEDED SURVEY CONTROL
 BJ4223
 BJ4223  NAD 83(1992)-  30 20 25.76569(N)    090 02 31.83530(W) AD(       ) 4
 BJ4223  NAD 83(1986)-  30 20 25.77643(N)    090 02 31.83360(W) AD(       ) 4
 BJ4223  NAD 27      -  30 20 25.06977(N)    090 02 31.56504(W) AD(       ) 3
 BJ4223
 BJ4223.Superseded values are not recommended for survey control.
 BJ4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4223.See file dsdata.txt to determine how the superseded data were derived.
 BJ4223
 BJ4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8435960225(NAD 83)
 BJ4223_MARKER: 53 = ELEVATED TANK
 BJ4223
 BJ4223  HISTORY     - Date     Condition        Report By
 BJ4223  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4223  HISTORY     - 1955     GOOD             CGS
 BJ4223  HISTORY     - 1985     GOOD             USPSQD
 BJ4223
 BJ4223                          STATION DESCRIPTION
 BJ4223
 BJ4223'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4223'THE STATION IS LOCATED ABOUT 3 MILES EAST OF MANDEVILLE, 1-1/2
 BJ4223'MILES SOUTH OF THE MAIN ENTRANCE TO THE FONTAINEBLEAU STATE
 BJ4223'PARK AND AT THE WEST EDGE OF THE PICNIC AREA OF THE PARK.
 BJ4223'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 BJ4223'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 BJ4223'THE OVERALL HEIGHT IS ABOUT 135 FEET.
 BJ4223'
 BJ4223'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE FONTAINEBLEAU
 BJ4223'STATE PARK WHICH IS ABOUT 3 MILES EAST OF MANDEVILLE ON U.S.
 BJ4223'HIGHWAY 190, GO SOUTH ON A PAVED ROAD FOR 1.4 MILES
 BJ4223'TO A T ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON A GRAVELED
 BJ4223'ROAD FOR 0.25 MILE TO AN ANGLING CROSSROAD.  TURN RIGHT AND
 BJ4223'FOLLOW A GRAVELED ROAD NORTHWESTERLY FOR 0.1 MILE TO THE
 BJ4223'STATION AS DESCRIBED.
 BJ4223'
 BJ4223'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 BJ4223
 BJ4223                          STATION RECOVERY (1955)
 BJ4223
 BJ4223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4223'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 BJ4223'BY R.L.E. IN 1953, IS ADEQUATE.
 BJ4223
 BJ4223                          STATION RECOVERY (1985)
 BJ4223
 BJ4223'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ4223'GOOD CONDITION.  STATION IS THE TANK, WHICH IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1126 ***********************************************************************
 AT1126  DESIGNATION -  FONTANELLE
 AT1126  PID         -  AT1126
 AT1126  STATE/COUNTY-  LA/PLAQUEMINES
 AT1126  USGS QUAD   -  BURAS (1993)
 AT1126
 AT1126                         *CURRENT SURVEY CONTROL
 AT1126  ___________________________________________________________________
 AT1126* NAD 83(1992)-  29 15 22.23792(N)    089 36 17.52379(W)     ADJUSTED  
 AT1126* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 AT1126  **This station is located in a subsidence area (see below).
 AT1126  ___________________________________________________________________
 AT1126  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1126  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AT1126
 AT1126  HORZ ORDER  -  THIRD
 AT1126
 AT1126.The horizontal coordinates were established by classical geodetic methods
 AT1126.and adjusted by the National Geodetic Survey in January 1993..
 AT1126
 AT1126 ** The orthometric height has not been validated since last determined
 AT1126 ** by differential leveling and should not be used for control purposes.
 AT1126 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1126 ** area with valid NAVD 88 orthometric heights.
 AT1126 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1126 ** epoch indicated which incorporates improved geoid heights for the
 AT1126 ** Southern Louisiana Subsidence area.
 AT1126 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1126
 AT1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1126
 AT1126.The geoid height was determined by GEOID03.
 AT1126
 AT1126;                    North         East     Units Scale Factor Converg.
 AT1126;SPC LA S     -    85,087.365 1,167,998.088   MT  1.00000956   +0 51 51.3
 AT1126;SPC LA S     -   279,157.46  3,832,007.06   sFT  1.00000956   +0 51 51.3
 AT1126;UTM  16      - 3,239,181.763   246,868.294   MT  1.00039074   -1 16 25.4
 AT1126
 AT1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1126!SPC LA S     -   1.00000329  x   1.00000956  =   1.00001285
 AT1126!UTM  16      -   1.00000329  x   1.00039074  =   1.00039403
 AT1126
 AT1126:                Primary Azimuth Mark                     Grid Az
 AT1126:SPC LA S     -  EMPIRE MUNICIPAL TANK                    001 34 59.6
 AT1126:UTM  16      -  EMPIRE MUNICIPAL TANK                    003 43 16.3
 AT1126
 AT1126|---------------------------------------------------------------------|
 AT1126| PID    Reference Object                     Distance      Geod. Az  |
 AT1126|                                                           dddmmss.s |
 AT1126| AT1109 EMPIRE MUNICIPAL TANK               APPROX.14.6 KM 0022650.9 |
 AT1126| AT1119 BURAS MUNICIPAL TANK                APPROX.13.3 KM 0343354.3 |
 AT1126| DD6675 FONTANELLE RM 1                      18.813 METERS 12213     |
 AT1126| AT1130 FONTANELLE 1966 RM 2                 15.549 METERS 30423     |
 AT1126| AT1131 FONTANELLE 1966 RM 3                 41.041 METERS 32407     |
 AT1126|---------------------------------------------------------------------|
 AT1126
 AT1126                          SUPERSEDED SURVEY CONTROL
 AT1126
 AT1126  NAD 83(1986)-  29 15 22.24657(N)    089 36 17.53364(W) AD(       ) 3
 AT1126  NAD 27      -  29 15 21.44809(N)    089 36 17.31095(W) AD(       ) 3
 AT1126  NGVD 29 (07/19/86)    3.     (m)           10.     (f) VERT ANG       
 AT1126
 AT1126.Superseded values are not recommended for survey control.
 AT1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1126.See file dsdata.txt to determine how the superseded data were derived.
 AT1126
 AT1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4686839182(NAD 83)
 AT1126_MARKER: DS = TRIANGULATION STATION DISK
 AT1126_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1126+WITH SETTING: INFORMATION.
 AT1126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1126
 AT1126  HISTORY     - Date     Condition        Report By
 AT1126  HISTORY     - 1966     MONUMENTED       CGS
 AT1126  HISTORY     - 1969     GOOD             CGS
 AT1126  HISTORY     - 1971     GOOD             USGS
 AT1126  HISTORY     - 1979     GOOD             NGS
 AT1126
 AT1126                          STATION DESCRIPTION
 AT1126
 AT1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1126'THE STATION IS LOCATED ON THE SOUTH BANK OF A PIPELINE CANAL ABOUT
 AT1126'10 MILES SOUTH OF
 AT1126'EMPIRE, 1/4 MILE NORTH OF THE GULF AND ABOUT 300 FEET
 AT1126'SOUTHEAST OF THE JUNCTION OF BAYOU
 AT1126'FONTANELLE AND THE PIPELINE CANAL.
 AT1126'
 AT1126'THE STATION MARK IS A STANDARD DISK STAMPED FONTANELLE 1966,
 AT1126'CRIMPED TO THE TOP
 AT1126'OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.
 AT1126'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1126'PIPE WHICH PROJECTS 2.3 FEET.  IT
 AT1126'IS 4 FEET SOUTHWEST OF A METAL WITNESS POST, 20 FEET
 AT1126'SOUTH OF THE SOUTH
 AT1126'EDGE OF THE CANAL, 60 FEET SOUTHWEST OF A WOODEN PLATFORM WITH A
 AT1126'VALVE ON IT AND
 AT1126'ABOUT 300 FEET SOUTHEAST OF THE JUNCTION OF FONTANELLE BAYOU
 AT1126'AND THE CANAL.
 AT1126'
 AT1126'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FONTANELLE NO 1
 AT1126'1966, CRIMPED TO
 AT1126'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT1126'LONG.  IT IS ENCASED IN A 4 INCH
 AT1126'ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT1126'IT IS 16 FEET SOUTH OF THE SOUTH BANK OF THE CANAL
 AT1126'AND 59 FEET SOUTHEAST
 AT1126'OF THE METAL WITNESS POST.
 AT1126'
 AT1126'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FONTANELLE NO 2
 AT1126'1966, CRIMPED TO
 AT1126'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT1126'LONG.  IT IS ENCASED IN A 4 INCH
 AT1126'ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT1126'IT IS 18 FEET SOUTH OF THE SOUTH BANK OF THE CANAL
 AT1126'AND 53 FEET NORTHWEST
 AT1126'OF THE METAL WITNESS POST.
 AT1126'
 AT1126'NOTE- THIS STATION CAN BE REACHED BY BOAT OR FLOAT PLANE ONLY.
 AT1126'
 AT1126'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 AT1126
 AT1126                          STATION RECOVERY (1969)
 AT1126
 AT1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1126'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1126'AFTER HURRICANE CAMILLE.  THE RMS AND THE WITNESS POST REMAIN NEARBY
 AT1126'IN GOOD CONDITION.
 AT1126
 AT1126                          STATION RECOVERY (1971)
 AT1126
 AT1126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT1126'FONTANELLE AND RMS 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 AT1126'DISTANCES CHECKED O.K.  ORIGINAL DESCRIPTION ADEQUATE.  ORANGEBURG
 AT1126'PIPE NOW MISSING FROM MAIN STATION AND RMS
 AT1126
 AT1126                          STATION RECOVERY (1979)
 AT1126
 AT1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1126'THE STATION MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 AT1126'AND FROUND IN GOOD CONDITION.  A SHORTER DISTANCE WAS
 AT1126'MEASURED TO REFERENCE MARK NO 1, THE DISTANCE BEING 0.018 METERS.
 AT1126'A SHORTER DISTANCE TO REFERENCE MARK 2 WAS ALSO MEASURED,  THE
 AT1126'DISTANCE BEING 0.007 METERS.  A DIFFERENCE WAS NOTED IN THE
 AT1126'ANGLES BETWEEN REFERENCE MARK NO 1 AND NO 2, THE DIFFERENCE BEING
 AT1126'12 MINUTES 37.7 SECONDS.  A NEW REFERENCE MARK NO 3 WAS
 AT1126'ESTABLISHED AT THIS DATE.
 AT1126'
 AT1126'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF EMPIRE, 0.3 MILE
 AT1126'NORTH OF THE GULF AND ABOUT 300 FEET SOUTHEAST OF THE JUNCTION OF
 AT1126'BAYOU FONTANELLE AND THE PIPE LINE CANAL.
 AT1126'
 AT1126'THE STATION WAS REACHED BY HELICOPTER FROM THE HOUMA AIRPORT.
 AT1126'
 AT1126'THE STATION IS A STANDARD CGS DISK
 AT1126'STAMPED---FONTANELLE 1966---,
 AT1126'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD DRIVEN 32
 AT1126'FEET INTO THE GROUND, ENCASED IN A 4-INCH ORANGEBURG PIPE
 AT1126'AND PROJECTS 2.3 FEET.
 AT1126'IT IS LOCATED
 AT1126'300 FEET SOUTHEAST FROM THE JUNCTION OF FONTANELLE BAYOU AND THE
 AT1126'CANAL,
 AT1126'60 FEET SOUTHWEST FROM A WOODEN PLATFORM WITH VALVE,
 AT1126'20 FEET SOUTH FROM THE SOUTH EDGE OF THE CANAL, AND
 AT1126'4.0 FEET SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 AT1126'
 AT1126'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AT1126'STAMPED---FONTANELLE NO 1 1966---,
 AT1126'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD DRIVEN
 AT1126'24 FEET INTO THE GROUND, ENCASED IN A 4-INCH ORANGEBURG PIPE
 AT1126'AND PROJECTS 2 FEET.
 AT1126'IT IS LOCATED
 AT1126'53 FEET NORTHWEST FROM A METAL WITNESS POST WITH SIGN
 AT1126'ATTACHED AND 18 FEET SOUTH FROM THE SOUTH EDGE OF CANAL.
 AT1126'MARK IS LEVEL WITH STATION.
 AT1126'
 AT1126'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AT1126'STAMPED---FONTANELLE 1966 NO 3 1979---,
 AT1126'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 15 FEET INTO
 AT1126'THE GROUND, ENCASED IN A 5-INCH WHITE PVC PIPE AND PROJECTS
 AT1126'18 INCHES.
 AT1126'IT IS LOCATED
 AT1126'212 FEET EAST FROM THE EAST EDGE OF FONTANELLE BAYOU AND
 AT1126'46 FEET NORTH FROM OF SOUTH BANK OF THE CANAL.  THE
 AT1126'MARK IS LEVEL WITH STATION.
 AT1126'
 AT1126'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BRUSH IS ON LINE.
 AT1126'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1131 ***********************************************************************
 AT1131  DESIGNATION -  FONTANELLE 1966 RM 3
 AT1131  PID         -  AT1131
 AT1131  STATE/COUNTY-  LA/PLAQUEMINES
 AT1131  USGS QUAD   -  BURAS (1993)
 AT1131
 AT1131                         *CURRENT SURVEY CONTROL
 AT1131  ___________________________________________________________________
 AT1131* NAD 83(1992)-  29 15 23.31784(N)    089 36 18.41489(W)     ADJUSTED  
 AT1131* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 AT1131  **This station is located in a subsidence area (see below).
 AT1131  ___________________________________________________________________
 AT1131  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1131  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AT1131
 AT1131  HORZ ORDER  -  THIRD
 AT1131
 AT1131.The horizontal coordinates were established by classical geodetic methods
 AT1131.and adjusted by the National Geodetic Survey in January 1993..
 AT1131.No horizontal observational check was made to the station.
 AT1131
 AT1131 ** The orthometric height has not been validated since last determined
 AT1131 ** by differential leveling and should not be used for control purposes.
 AT1131 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1131 ** area with valid NAVD 88 orthometric heights.
 AT1131 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1131 ** epoch indicated which incorporates improved geoid heights for the
 AT1131 ** Southern Louisiana Subsidence area.
 AT1131 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1131
 AT1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1131
 AT1131.The geoid height was determined by GEOID03.
 AT1131
 AT1131;                    North         East     Units Scale Factor Converg.
 AT1131;SPC LA S     -    85,120.248 1,167,973.530   MT  1.00000950   +0 51 50.9
 AT1131;SPC LA S     -   279,265.35  3,831,926.49   sFT  1.00000950   +0 51 50.9
 AT1131;UTM  16      - 3,239,215.553   246,844.971   MT  1.00039088   -1 16 25.9
 AT1131
 AT1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1131!SPC LA S     -   1.00000361  x   1.00000950  =   1.00001311
 AT1131!UTM  16      -   1.00000361  x   1.00039088  =   1.00039449
 AT1131
 AT1131                          SUPERSEDED SURVEY CONTROL
 AT1131
 AT1131  NAD 83(1986)-  29 15 23.32650(N)    089 36 18.42473(W) AD(       ) 3
 AT1131  NAD 27      -  29 15 22.52804(N)    089 36 18.20200(W) AD(       ) 3
 AT1131  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 AT1131
 AT1131.Superseded values are not recommended for survey control.
 AT1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1131.See file dsdata.txt to determine how the superseded data were derived.
 AT1131
 AT1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4684539216(NAD 83)
 AT1131_MARKER: DR = REFERENCE MARK DISK
 AT1131_SETTING: 0 = UNSPECIFIED SETTING
 AT1131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1131
 AT1131  HISTORY     - Date     Condition        Report By
 AT1131  HISTORY     - 1979     MONUMENTED       NGS
 AT1131
 AT1131                          STATION DESCRIPTION
 AT1131
 AT1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1131'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF EMPIRE, 1/4
 AT1131'MILE NORTH OF THE GULF, AND ABOUT 300 FEET SOUTHEAST OF THE
 AT1131'JUNCTION OF BAYOU FONTANELLE AND PIPELINE CANAL.
 AT1131'
 AT1131'THE DISTANCE TO FONTANELLE 1966 IS 134.65 FEET.
 AT1131'FONTANELLE 1966 RM 3 WAS NOT OCCUPIED FOR ANGLES.
 AT1131'
 AT1131'THE STATION WAS REACHED BY HELICOPTER FROM THE HOUMA AIRPORT.
 AT1131'
 AT1131'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 AT1131'STAMPED---FONTANELLE 1966 NO 3 1979---,
 AT1131'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF
 AT1131'15 FEET, ENCASED IN A 5-NCH PVC PIPE AND PROJECTS 18 INCHES ABOVE
 AT1131'THE GROUND.
 AT1131'IT IS LOCATED
 AT1131'212 FEET EAST FROM THE EAST EDGE OF BAYOU FONTANELLE AND
 AT1131'46 FEET NORTH FROM THE SOUTH BANK OF THE CANAL.
 AT1131'
 AT1131'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0725 ***********************************************************************
 BK0725  DESIGNATION -  FONTENOT
 BK0725  PID         -  BK0725
 BK0725  STATE/COUNTY-  LA/ALLEN
 BK0725  USGS QUAD   -  KINDER (1994)
 BK0725
 BK0725                         *CURRENT SURVEY CONTROL
 BK0725  ___________________________________________________________________
 BK0725* NAD 83(1992)-  30 26 42.36643(N)    092 52 20.11641(W)     ADJUSTED  
 BK0725* NAVD 88     -        12.944  (meters)      42.47   (feet)  ADJUSTED  
 BK0725  ___________________________________________________________________
 BK0725  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BK0725  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0725  DYNAMIC HT  -          12.927 (meters)      42.41  (feet)  COMP
 BK0725  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 BK0725
 BK0725  HORZ ORDER  -  SECOND
 BK0725  VERT ORDER  -  FIRST     CLASS I
 BK0725
 BK0725.The horizontal coordinates were established by classical geodetic methods
 BK0725.and adjusted by the National Geodetic Survey in January 1993..
 BK0725
 BK0725.The orthometric height was determined by differential leveling
 BK0725.and adjusted by the National Geodetic Survey in February 1994..
 BK0725
 BK0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0725
 BK0725.The geoid height was determined by GEOID03.
 BK0725
 BK0725.The dynamic height is computed by dividing the NAVD 88
 BK0725.geopotential number by the normal gravity value computed on the
 BK0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0725.degrees latitude (g = 980.6199 gals.).
 BK0725
 BK0725.The modeled gravity was interpolated from observed gravity values.
 BK0725
 BK0725;                    North         East     Units Scale Factor Converg.
 BK0725;SPC LA S     -   216,598.069   852,193.307   MT  0.99995570   -0 46 10.1
 BK0725;SPC LA S     -   710,622.16  2,795,904.21   sFT  0.99995570   -0 46 10.1
 BK0725;UTM  15      - 3,368,114.839   512,265.404   MT  0.99960186   +0 03 53.0
 BK0725
 BK0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0725!SPC LA S     -   1.00000226  x   0.99995570  =   0.99995796
 BK0725!UTM  15      -   1.00000226  x   0.99960186  =   0.99960412
 BK0725
 BK0725|---------------------------------------------------------------------|
 BK0725| PID    Reference Object                     Distance      Geod. Az  |
 BK0725|                                                           dddmmss.s |
 BK0725| BK0724 FONTENOT RM 1                        10.668 METERS 05159     |
 BK0725| BK0726 FONTENOT RM 2                        14.447 METERS 18540     |
 BK0725| BK0727 FONTENOT AZ MK                                     2054622.9 |
 BK0725| BK2953 D 2279 LAGS 1963                     55.812 METERS 35753     |
 BK0725|---------------------------------------------------------------------|
 BK0725
 BK0725                          SUPERSEDED SURVEY CONTROL
 BK0725
 BK0725  NAD 83(1986)-  30 26 42.38665(N)    092 52 20.10970(W) AD(       ) 2
 BK0725  NAD 27      -  30 26 41.65961(N)    092 52 19.57782(W) AD(       ) 2
 BK0725  NAVD 88 (06/15/91)   12.927  (m)           42.41   (f) UNKNOWN     1 1
 BK0725  NGVD 29 (??/??/??)   12.908  (m)           42.35   (f) ADJUSTED    1 1
 BK0725
 BK0725.Superseded values are not recommended for survey control.
 BK0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0725.See file dsdata.txt to determine how the superseded data were derived.
 BK0725
 BK0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1226568115(NAD 83)
 BK0725_MARKER: DS = TRIANGULATION STATION DISK
 BK0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0725_STAMPING: FONTENOT 1963
 BK0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0725+STABILITY: SURFACE MOTION
 BK0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0725+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 BK0725
 BK0725  HISTORY     - Date     Condition        Report By
 BK0725  HISTORY     - 1963     MONUMENTED       CGS
 BK0725  HISTORY     - 1970     GOOD             NGS
 BK0725  HISTORY     - 1970     GOOD             NGS
 BK0725  HISTORY     - 20021102 GOOD             USPSQD
 BK0725  HISTORY     - 20060321 GOOD             USPSQD
 BK0725
 BK0725                          STATION DESCRIPTION
 BK0725
 BK0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK0725'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF KINDER,
 BK0725'5-1/2 MILES NORTH-NORTHEAST OF FENTON, ALONG THE SOUTHEAST
 BK0725'SIDE OF THE MISSOURI PACIFIC RAILROAD, ON THE RAILROAD
 BK0725'RIGHT-OF-WAY.
 BK0725'
 BK0725'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE CROSSROAD
 BK0725'IN THE VILLAGE OF FENTON, GO NORTH ON U.S. HIGHWAY 165 FOR
 BK0725'5.6 MILES TO A LARGE PIPE LINE STATION ON THE RIGHT, TURN
 BK0725'RIGHT ACROSS RAILROAD TRACKS AND THE AZIMUTH MARK AS DESCRIBED,
 BK0725'CONTINUE NORTH ON U.S. HIGHWAY 165 FOR 0.55 MILE TO A PRIVATE
 BK0725'RAILROAD CROSSING ON THE RIGHT, TURN RIGHT ACROSS THE RAILROAD,
 BK0725'THEN LEFT FOR ABOUT 200 FEET TO THE STATION.
 BK0725'
 BK0725'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF
 BK0725'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 BK0725'AND STAMPED FONTENOT 1963.  THE MARK IS 16 FEET NORTHWEST
 BK0725'OF THE WHITNESS POST, 14.8 FEET NORTHWEST OF THE FENCE,
 BK0725'32.7 FEET NORTHEAST OF THE MISSOURI PACIFIC RAILROAD TRACK,
 BK0725'33.8 FEET NORTH OF A POWER POLE AND 177 FEET NORTHEAST OF
 BK0725'THE RAILROAD CROSSING.
 BK0725'
 BK0725'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 BK0725'OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 0
 BK0725'INCHES AND STAMPED FONTENOT NO 1 1963.  THE MARK IS 1 FOOT
 BK0725'WEST OF THE FENCE, 48 FEET EAST OF THE MISSOURI PACIFIC
 BK0725'RAILROAD TRACKS, 59 FEET NORTH OF A POWER POLE AND 36.9
 BK0725'FEET NORTH OF THE WITNESS POST.
 BK0725'
 BK0725'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 BK0725'OF A 10 INCH SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH
 BK0725'THE GROUND AND STAMPED FONTENOT NO 2 1963.  THE MARK IS
 BK0725'1 FOOT WEST OF THE FENCE, 49 FEET EAST OF THE MISSOURI PACIFIC
 BK0725'RAILROAD TRACK, 17 FEET SOUTH OF A POWER POLE AND 39 FEET
 BK0725'SOUTH OF THE WITNESS POST.
 BK0725'
 BK0725'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 BK0725'IN A CONCRETE CULVERT, AND STAMPED FONTENOT 1963.  THE MARK
 BK0725'IN 13 FEET SOUTH OF ROAD, 12.8 FEET NORTHWEST OF A POWER
 BK0725'POLE, 46 FEETEAST OF THE MISSOURI PACIFIC RAILROAD TRACKS
 BK0725'AND 50 FEET NORTH OF THE NORTHWEST CORNER OF THE TENNESSE
 BK0725'GAS CAMPANY.
 BK0725'
 BK0725'D2279, IS A LOUISIANA GEODETIC SURVEY MARK SET IN THE TOP
 BK0725'OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 BK0725'INCHES AND STAMPED D 2279.  THE MARK IS 32 FEET EAST-SOUTHEAST
 BK0725'OF THE CENTER OF U.S. HIGHWAY 165, 51.2 FEET EAST-NORTHEAST
 BK0725'OF THE CENTER OF RAILROAD TRACKS, 339.5 FEET NORTH-NORTHEAST
 BK0725'OF AN OLD GRADE CROSSING.
 BK0725'
 BK0725'D 2280, IS A LOUISIANA GEODETIC SURVEY MARK SET IN THE TOP
 BK0725'OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1
 BK0725'INCH AND STAMPED D 2280.  THE MARK IS 40.5 FEET WEST-NORTHWEST
 BK0725'OF THE CENTER OF U.S. HIGHWAY 165, 124 FEET NORTH-NORTHEAST
 BK0725'OF CENTER OF A DRIVEWAY TO THE HOME OF JOSEPH FONTENOT AND
 BK0725'141.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 BK0725'
 BK0725'HEIGHT OF LIGHT ABOVE STATION MARK 2.15 METERS.
 BK0725
 BK0725                          STATION RECOVERY (1970)
 BK0725
 BK0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RG)
 BK0725'THE STATION MARK, STAMPED FONTENOT 1963, IS ABOUT 3.55 MILES
 BK0725'SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI PACIFIC
 BK0725'RAILROAD STATION AT KINDER, 0.55 MILE NORTHEAST OF THE TENNESSEE
 BK0725'GAS COMPANY COMPRESSOR STATION, 0.25 MILE SOUTHWEST OF MISSOURI
 BK0725'PACIFIC RAILROAD MILEPOST 664, 118 FEET SOUTHEAST AND ACROSS
 BK0725'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 32-1/2 FEET
 BK0725'SOUTHEAST OF THE SOUTHEAST RAIL, 168 FEET NORTHEAST OF THE
 BK0725'CENTER LINE OF A TRACK ROAD, 15 FEET NORTHWEST OF A FENCE, 34
 BK0725'FEET NORTH OF A POWER POLE, 2.0 FEET NORTHEAST OF A METAL
 BK0725'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 BK0725'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 BK0725'GROUND.
 BK0725'
 BK0725'RM 1, STAMPED FONTENOT NO 1 1963, IS 35.00 FEET NORTHEAST OF
 BK0725'THE STATION MARK, 132-1/2 FEET SOUTHEAST AND ACROSS THE TRACK
 BK0725'FROM THE CENTER LINE OF THE HIGHWAY, 49 FEET SOUTHEAST OF THE
 BK0725'SOUTHEAST RAIL, 62-1/2 FEET SOUTHWEST OF A 36-INCH OAK TREE,
 BK0725'58-1/2 FEET NORTHEAST OF A POWER POLE, 1 FOOT SOUTHEAST OF A
 BK0725'FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 BK0725'THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF
 BK0725'THE GROUND.
 BK0725'
 BK0725'RM 2, STAMPED FONTENOT NO 2 1963, IS 47.40 FEET SOUTH OF THE
 BK0725'STATION MARK, 133 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE
 BK0725'CENTER LINE OF THE HIGHWAY, 49-1/2 FEET SOUTHEAST OF THE
 BK0725'SOUTHEAST RAIL, 122 FEET NORTHEAST OF THE CENTER LINE OF A
 BK0725'TRACK ROAD, 17 FEET SOUTHWEST OF A POWER POLE, 1 FOOT SOUTHEAST
 BK0725'OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 BK0725'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 BK0725'SURFACE OF THE GROUND.
 BK0725'
 BK0725'THE AZIMUTH MARK, STAMPED FONTENOT 1963, IS 0.55 MILE SOUTHWEST
 BK0725'ALONG U.S. HIGHWAY 165 FROM THE STATION MARK, 131 FEET SOUTHEAST
 BK0725'AND ACROSS THE MISSOURI PACIFIC RAILROAD FROM THE CENTER LINE
 BK0725'OF THE HIGHWAY, 106 FEET WEST OF THE CENTER OF THE ENTRANCE
 BK0725'TO THE TENNESSEE GAS COMPANY COMPRESSOR STATION, 43 FEET
 BK0725'SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE NORTH
 BK0725'END OF THE WEST CONCRETE HEADWALL OF A CONCRETE TUBULAR
 BK0725'CULVERT, 50 FEET NORTH OF A METAL CORNER FENCE POST, 21-1/2
 BK0725'FEET NORTHWEST OF A POWER POLE, 13 FEET SOUTH OF THE CENTER LINE
 BK0725'OF A PAVED ROAD WHICH IS THE ALLEN-JEFFERSON DAVIS PARRISH
 BK0725'LINE, 56 FEET NORTH OF BENCH MARK H 266, AND ABOUT LEVEL
 BK0725'WITH THE PAVED ROAD.
 BK0725'
 BK0725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.55 MILES
 BK0725'SOUTHWEST
 BK0725
 BK0725                          STATION RECOVERY (1970)
 BK0725
 BK0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0725'3.55 MI SW FROM KINDER.
 BK0725'ABOUT 3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0725'PACIFIC RAILROAD STATION AT KINDER, 0.55 MILE NORTHEAST OF THE
 BK0725'TENNESSEE GAS COMPANY COMPRESSOR STATION, 0.25 MILE SOUTHWEST OF
 BK0725'MISSOURI PACIFIC RAILROAD MILEPOST 664, 118 FEET SOUTHEAST AND ACROSS
 BK0725'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 32 1/2 FEET SOUTHEAST
 BK0725'OF THE SOUTHEAST RAIL, 168 FEET NORTHEAST OF THE CENTER LINE OF A
 BK0725'TRACK ROAD, 15 FEET NORTHWEST OF A FENCE, 34 FEET NORTH OF A POWER
 BK0725'POLE, 47.40 FEET NORTH OF FONTENOT RM 2, 35.00 FEET SOUTHWEST OF
 BK0725'FONTENOT RM 1, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 BK0725'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 BK0725'WITH THE SURFACE OF THE GROUND.  SECTION 15, T 7S, R 5W.
 BK0725
 BK0725                          STATION RECOVERY (2002)
 BK0725
 BK0725'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0725'RECOVERED IN GOOD CONDITION.
 BK0725
 BK0725                          STATION RECOVERY (2006)
 BK0725
 BK0725'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2980 ***********************************************************************
 BK2980  DESIGNATION -  FONTENOT
 BK2980  PID         -  BK2980
 BK2980  STATE/COUNTY-  LA/EVANGELINE
 BK2980  USGS QUAD   -  BOND (1986)
 BK2980
 BK2980                         *CURRENT SURVEY CONTROL
 BK2980  ___________________________________________________________________
 BK2980* NAD 83(1992)-  30 41 06.67328(N)    092 30 14.75862(W)     ADJUSTED  
 BK2980* NAVD 88     -        16.2    (meters)      53.     (feet)  VERTCON   
 BK2980  ___________________________________________________________________
 BK2980  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK2980  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2980
 BK2980  HORZ ORDER  -  FIRST
 BK2980
 BK2980.The horizontal coordinates were established by classical geodetic methods
 BK2980.and adjusted by the National Geodetic Survey in January 1993..
 BK2980
 BK2980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2980
 BK2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2980
 BK2980.The geoid height was determined by GEOID03.
 BK2980
 BK2980;                    North         East     Units Scale Factor Converg.
 BK2980;SPC LA S     -   242,794.265   887,823.495   MT  0.99999688   -0 35 07.4
 BK2980;SPC LA S     -   796,567.52  2,912,800.92   sFT  0.99999688   -0 35 07.4
 BK2980;UTM  15      - 3,394,818.494   547,496.752   MT  0.99962783   +0 15 11.1
 BK2980
 BK2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2980!SPC LA S     -   1.00000173  x   0.99999688  =   0.99999861
 BK2980!UTM  15      -   1.00000173  x   0.99962783  =   0.99962956
 BK2980
 BK2980|---------------------------------------------------------------------|
 BK2980| PID    Reference Object                     Distance      Geod. Az  |
 BK2980|                                                           dddmmss.s |
 BK2980| CW1362 FONTENOT RM 1                        26.487 METERS 02304     |
 BK2980| CW1361 FONTENOT AZ MK                                     0881502.8 |
 BK2980| BK2979 FONTENOT RM A 1966                   20.004 METERS 16415     |
 BK2980| CW1363 FONTENOT RM 2                        27.767 METERS 24003     |
 BK2980|---------------------------------------------------------------------|
 BK2980
 BK2980                          SUPERSEDED SURVEY CONTROL
 BK2980
 BK2980  NAD 83(1986)-  30 41 06.69346(N)    092 30 14.75232(W) AD(       ) 1
 BK2980  NAD 27      -  30 41 05.98209(N)    092 30 14.26329(W) AD(       ) 1
 BK2980  NGVD 29 (07/19/86)   16.2    (m)           53.     (f) VERT ANG       
 BK2980
 BK2980.Superseded values are not recommended for survey control.
 BK2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2980.See file dsdata.txt to determine how the superseded data were derived.
 BK2980
 BK2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4749794818(NAD 83)
 BK2980_MARKER: DS = TRIANGULATION STATION DISK
 BK2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2980
 BK2980  HISTORY     - Date     Condition        Report By
 BK2980  HISTORY     - 1966     MONUMENTED       CGS
 BK2980
 BK2980                          STATION DESCRIPTION
 BK2980
 BK2980'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BK2980'STATION IS LOCATED ABOUT 6-1/4 MILES WEST OF VIDRINE, 6 MILES
 BK2980'NORTHWEST OF MAMOU, 11 MILES SOUTHEAST OF OAKDALE, IN THE
 BK2980'NORTHEAST 1/4 OF SECTION 32.  T. 4 S.  R.1 W. AND ON LAND
 BK2980'WHICH IS OWNED BY A MR. FRANK C. FONTENOT OF VILLE PLATTE,
 BK2980'LOUISIANA.
 BK2980'
 BK2980'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 BK2980'376 WHICH IS 0.1 MILE WEST OF THE VIDRINE HIGH SCHOOL IN
 BK2980'VIDRINE.  GO WEST ON HIGHWAY 10 FOR 1.6 MILES TO THE JUNCTION WITH
 BK2980'STATE HIGHWAY 13.  CONTINUE WEST ON HIGHWAY 10 FOR 3.7 MILES TO
 BK2980'A GRADED SIDE ROAD LEFT.  TURN LEFT AND FOLLOW THE GRADED ROAD
 BK2980'FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE
 BK2980'ON THE GRADED ROAD FOR 0.5 MILE TO TWO IRON GATES WHICH ARE
 BK2980'LOCKED.  PASS THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD, ON
 BK2980'A GRADED ROAD FOR 0.35 MILE TO A GRADED SIDE ROAD RIGHT AND THE
 BK2980'AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE ROAD JUNCTION.
 BK2980'CONTINUE STRAIGHT AHEAD, WEST ON GRADED ROAD WHICH BECOMES
 BK2980'GRAVELED FOR 0.35 MILE TO THE STATION MARK ON THE LEFT.
 BK2980'
 BK2980'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND
 BK2980'CONCRETE MONUMENTS.
 BK2980'
 BK2980'STATION MARK DISK IS STAMPED FONTENOT 1965 AND MARK IS FLUSH
 BK2980'WITH THE SURFACE OF THE GROUND.  MARK IS 79.2 FEET NORTH OF THE
 BK2980'NORTHEAST CORNER OF A BARN.  41.0 FEET SOUTH OF A 10-INCH
 BK2980'TRIANGULAR BLAZED PINE TREE, 34.5 FEET WEST OF A FENCE CORNER
 BK2980'AND 21-1/2 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 BK2980'
 BK2980'REFERENCE MARK NUMBER 1 DISK IS STAMPED FONTENOT NO 1 1965
 BK2980'AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 BK2980'IS 58-1/2 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 50.2
 BK2980'FEET NORTHEAST OF THE TRIANGULAR BLAZED PINE TREE AND 31.1
 BK2980'FEET NORTH OF A FENCE LINE.
 BK2980'
 BK2980'REFERENCE MARK NUMBER 2 DISK IS STAMPED FONTENOT NO 2 1965
 BK2980'AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 BK2980'IS 68-1/2 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 49.5
 BK2980'FEET SOUTH OF A FENCE CORNER AND 1.2 FEET EAST OF A FENCE
 BK2980'LINE.
 BK2980'
 BK2980'AZIMUTH MARK DISK IS STAMPED FONTENOT 1965 AND THE MARK
 BK2980'PROJECTS ABOUT 4 INCHES.  MARK IS 30 FEET NORTHWEST OF THE
 BK2980'CENTER OF TWO GRADED ROADS JUNCTION, 2.1 FEET SOUTHWEST OF A
 BK2980'FENCE CORNER AND 1.3 FEET SOUTH OF A METAL WITNESS POST.
 BK2980'
 BK2980'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0727 ***********************************************************************
 BK0727  DESIGNATION -  FONTENOT AZ MK
 BK0727  PID         -  BK0727
 BK0727  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0727  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0727
 BK0727                         *CURRENT SURVEY CONTROL
 BK0727  ___________________________________________________________________
 BK0727* NAD 83(1986)-  30 26 15.     (N)    092 52 34.     (W)     SCALED    
 BK0727* NAVD 88     -        12.332  (meters)      40.46   (feet)  ADJUSTED  
 BK0727  ___________________________________________________________________
 BK0727  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0727  DYNAMIC HT  -          12.316 (meters)      40.41  (feet)  COMP
 BK0727  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 BK0727
 BK0727  VERT ORDER  -  FIRST     CLASS I
 BK0727
 BK0727.The horizontal coordinates were scaled from a topographic map and have
 BK0727.an estimated accuracy of +/- 6 seconds.
 BK0727
 BK0727.The orthometric height was determined by differential leveling
 BK0727.and adjusted by the National Geodetic Survey in February 1994..
 BK0727
 BK0727.The geoid height was determined by GEOID03.
 BK0727
 BK0727.The dynamic height is computed by dividing the NAVD 88
 BK0727.geopotential number by the normal gravity value computed on the
 BK0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0727.degrees latitude (g = 980.6199 gals.).
 BK0727
 BK0727.The modeled gravity was interpolated from observed gravity values.
 BK0727
 BK0727;                    North         East    Units  Estimated Accuracy
 BK0727;SPC LA S     -   215,760.      851,810.      MT  (+/- 180 meters Scaled)
 BK0727
 BK0727                          SUPERSEDED SURVEY CONTROL
 BK0727
 BK0727  NAVD 88 (06/15/91)   12.315  (m)           40.40   (f) UNKNOWN     1 1
 BK0727  NGVD 29 (??/??/??)   12.296  (m)           40.34   (f) ADJUSTED    1 1
 BK0727
 BK0727.Superseded values are not recommended for survey control.
 BK0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0727.See file dsdata.txt to determine how the superseded data were derived.
 BK0727
 BK0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP118672(NAD 83)
 BK0727_MARKER: DZ = AZIMUTH MARK DISK
 BK0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0727_SP_SET: CULVERT
 BK0727_STAMPING: FONTENOT 1963
 BK0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0727
 BK0727  HISTORY     - Date     Condition        Report By
 BK0727  HISTORY     - 1963     MONUMENTED       CGS
 BK0727  HISTORY     - 1970     GOOD             NGS
 BK0727
 BK0727                          STATION DESCRIPTION
 BK0727
 BK0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0727'4.1 MI SW FROM KINDER.
 BK0727'ABOUT 4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0727'PACIFIC RAILROAD STATION AT KINDER, 131 FEET SOUTHEAST AND ACROSS THE
 BK0727'MISSOURI PACIFIC RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 106
 BK0727'FEET WEST OF THE CENTER OF THE ENTRANCE TO THE TENNESSEE GAS COMPANY
 BK0727'COMPRESSOR STATION, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN
 BK0727'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A CONCRETE
 BK0727'TUBULAR CULVERT, 50 FEET NORTH OF A METAL CORNER FENCE POST, 21 1/2
 BK0727'FEET NORTHWEST OF A POWER POLE, 13 FEET SOUTH OF THE CENTER LINE OF A
 BK0727'PAVED ROAD WHICH IS THE ALLEN-JEFFERSON DAVIS PARISH LINE, 56 FEET
 BK0727'NORTH OF BENCH MARK H 266, AND ABOUT LEVEL WITH THE PAVED ROAD.
 BK0727'SECTION 22, T 7S, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0724 ***********************************************************************
 BK0724  DESIGNATION -  FONTENOT RM 1
 BK0724  PID         -  BK0724
 BK0724  STATE/COUNTY-  LA/ALLEN
 BK0724  USGS QUAD   -  KINDER (1994)
 BK0724
 BK0724                         *CURRENT SURVEY CONTROL
 BK0724  ___________________________________________________________________
 BK0724* NAD 83(1986)-  30 26 42.     (N)    092 52 20.     (W)     SCALED    
 BK0724* NAVD 88     -        12.673  (meters)      41.58   (feet)  ADJUSTED  
 BK0724  ___________________________________________________________________
 BK0724  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0724  DYNAMIC HT  -          12.656 (meters)      41.52  (feet)  COMP
 BK0724  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 BK0724
 BK0724  VERT ORDER  -  FIRST     CLASS I
 BK0724
 BK0724.The horizontal coordinates were scaled from a topographic map and have
 BK0724.an estimated accuracy of +/- 6 seconds.
 BK0724
 BK0724.The orthometric height was determined by differential leveling
 BK0724.and adjusted by the National Geodetic Survey in February 1994..
 BK0724
 BK0724.The geoid height was determined by GEOID03.
 BK0724
 BK0724.The dynamic height is computed by dividing the NAVD 88
 BK0724.geopotential number by the normal gravity value computed on the
 BK0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0724.degrees latitude (g = 980.6199 gals.).
 BK0724
 BK0724.The modeled gravity was interpolated from observed gravity values.
 BK0724
 BK0724;                    North         East    Units  Estimated Accuracy
 BK0724;SPC LA S     -   216,590.      852,200.      MT  (+/- 180 meters Scaled)
 BK0724
 BK0724                          SUPERSEDED SURVEY CONTROL
 BK0724
 BK0724  NAVD 88 (06/15/91)   12.656  (m)           41.52   (f) UNKNOWN     1 1
 BK0724  NGVD 29 (??/??/??)   12.637  (m)           41.46   (f) ADJUSTED    1 1
 BK0724
 BK0724.Superseded values are not recommended for survey control.
 BK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0724.See file dsdata.txt to determine how the superseded data were derived.
 BK0724
 BK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP122681(NAD 83)
 BK0724_MARKER: DR = REFERENCE MARK DISK
 BK0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0724_STAMPING: FONTENOT NO 1 1963
 BK0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0724+STABILITY: SURFACE MOTION
 BK0724
 BK0724  HISTORY     - Date     Condition        Report By
 BK0724  HISTORY     - 1963     MONUMENTED       CGS
 BK0724  HISTORY     - 1970     GOOD             NGS
 BK0724  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0724
 BK0724                          STATION DESCRIPTION
 BK0724
 BK0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0724'3.55 MI SW FROM KINDER.
 BK0724'ABOUT 3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0724'PACIFIC RAILROAD STATION AT KINDER, 0.55 MILE NORTHEAST OF THE
 BK0724'TENNESSEE GAS COMPANY COMPRESSOR STATION, 0.25 MILE SOUTHWEST OF
 BK0724'MISSOURI PACIFIC RAILROAD MILEPOST 664, 132 1/2 FEET SOUTHEAST AND
 BK0724'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 49 FEET
 BK0724'SOUTHEAST OF THE SOUTHEAST RAIL, 62 1/2 FEET SOUTHWEST OF A 36-INCH
 BK0724'OAK TREE, 58 1/2 FEET NORTHEAST OF A POWER POLE, 35.00 FEET NORTHEAST
 BK0724'OF TRIANGULATION STATION FONTENOT, 1 FOOT SOUTHEAST OF A FENCE, ABOUT
 BK0724'1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 BK0724'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 15, T 7S,
 BK0724'R 5W.
 BK0724
 BK0724                          STATION RECOVERY (2002)
 BK0724
 BK0724'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0726 ***********************************************************************
 BK0726  DESIGNATION -  FONTENOT RM 2
 BK0726  PID         -  BK0726
 BK0726  STATE/COUNTY-  LA/ALLEN
 BK0726  USGS QUAD   -  KINDER (1994)
 BK0726
 BK0726                         *CURRENT SURVEY CONTROL
 BK0726  ___________________________________________________________________
 BK0726* NAD 83(1986)-  30 26 42.     (N)    092 52 20.     (W)     SCALED    
 BK0726* NAVD 88     -        12.725  (meters)      41.75   (feet)  ADJUSTED  
 BK0726  ___________________________________________________________________
 BK0726  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0726  DYNAMIC HT  -          12.708 (meters)      41.69  (feet)  COMP
 BK0726  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 BK0726
 BK0726  VERT ORDER  -  FIRST     CLASS I
 BK0726
 BK0726.The horizontal coordinates were scaled from a topographic map and have
 BK0726.an estimated accuracy of +/- 6 seconds.
 BK0726
 BK0726.The orthometric height was determined by differential leveling
 BK0726.and adjusted by the National Geodetic Survey in February 1994..
 BK0726
 BK0726.The geoid height was determined by GEOID03.
 BK0726
 BK0726.The dynamic height is computed by dividing the NAVD 88
 BK0726.geopotential number by the normal gravity value computed on the
 BK0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0726.degrees latitude (g = 980.6199 gals.).
 BK0726
 BK0726.The modeled gravity was interpolated from observed gravity values.
 BK0726
 BK0726;                    North         East    Units  Estimated Accuracy
 BK0726;SPC LA S     -   216,590.      852,200.      MT  (+/- 180 meters Scaled)
 BK0726
 BK0726                          SUPERSEDED SURVEY CONTROL
 BK0726
 BK0726  NAVD 88 (06/15/91)   12.708  (m)           41.69   (f) UNKNOWN     1 1
 BK0726  NGVD 29 (??/??/??)   12.688  (m)           41.63   (f) ADJUSTED    1 1
 BK0726
 BK0726.Superseded values are not recommended for survey control.
 BK0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0726.See file dsdata.txt to determine how the superseded data were derived.
 BK0726
 BK0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP122681(NAD 83)
 BK0726_MARKER: DR = REFERENCE MARK DISK
 BK0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0726_STAMPING: FONTENOT NO 2 1963
 BK0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0726+STABILITY: SURFACE MOTION
 BK0726
 BK0726  HISTORY     - Date     Condition        Report By
 BK0726  HISTORY     - 1963     MONUMENTED       CGS
 BK0726  HISTORY     - 1970     GOOD             NGS
 BK0726  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0726
 BK0726                          STATION DESCRIPTION
 BK0726
 BK0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0726'3.55 MI SW FROM KINDER.
 BK0726'ABOUT 3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0726'PACIFIC RAILROAD STATION AT KINDER, 0.55 MILE NORTHEAST OF THE
 BK0726'TENNESSEE GAS COMPANY COMPRESSOR STATION, 0.25 MILE SOUTHWEST OF
 BK0726'MISSOURI PACIFIC RAILROAD MILEPOST 664, 133 FEET SOUTHEAST AND ACROSS
 BK0726'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 49 1/2 FEET SOUTHEAST
 BK0726'OF THE SOUTHEAST RAIL, 122 FEET NORTHEAST OF THE CENTER LINE OF A
 BK0726'TRACK ROAD, 17 FEET SOUTHWEST OF A POWER POLE, 47.40 FEET SOUTH OF
 BK0726'TRIANGULATION STATION FONTENOT, 1 FOOT SOUTHEAST OF A FENCE, ABOUT 1
 BK0726'FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 BK0726'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 15, T 7S,
 BK0726'R 5W.
 BK0726
 BK0726                          STATION RECOVERY (2002)
 BK0726
 BK0726'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2979 ***********************************************************************
 BK2979  DESIGNATION -  FONTENOT RM A 1966
 BK2979  PID         -  BK2979
 BK2979  STATE/COUNTY-  LA/EVANGELINE
 BK2979  USGS QUAD   -  BOND (1986)
 BK2979
 BK2979                         *CURRENT SURVEY CONTROL
 BK2979  ___________________________________________________________________
 BK2979* NAD 83(1992)-  30 41 06.04806(N)    092 30 14.55471(W)     ADJUSTED  
 BK2979* NAVD 88     -        16.2    (meters)      53.     (feet)  VERTCON   
 BK2979  ___________________________________________________________________
 BK2979  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK2979  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2979
 BK2979  HORZ ORDER  -  FIRST
 BK2979
 BK2979.The horizontal coordinates were established by classical geodetic methods
 BK2979.and adjusted by the National Geodetic Survey in January 1993..
 BK2979
 BK2979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2979
 BK2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2979
 BK2979.The geoid height was determined by GEOID03.
 BK2979
 BK2979;                    North         East     Units Scale Factor Converg.
 BK2979;SPC LA S     -   242,774.957   887,828.726   MT  0.99999685   -0 35 07.3
 BK2979;SPC LA S     -   796,504.17  2,912,818.08   sFT  0.99999685   -0 35 07.3
 BK2979;UTM  15      - 3,394,799.271   547,502.263   MT  0.99962783   +0 15 11.2
 BK2979
 BK2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2979!SPC LA S     -   1.00000173  x   0.99999685  =   0.99999858
 BK2979!UTM  15      -   1.00000173  x   0.99962783  =   0.99962956
 BK2979
 BK2979:                Primary Azimuth Mark                     Grid Az
 BK2979:SPC LA S     -  BOND                                     273 05 23.3
 BK2979:UTM  15      -  BOND                                     272 15 04.8
 BK2979
 BK2979|---------------------------------------------------------------------|
 BK2979| PID    Reference Object                     Distance      Geod. Az  |
 BK2979|                                                           dddmmss.s |
 BK2979| BK2981 BOND                                APPROX.11.1 KM 2723016.0 |
 BK2979| BK2980 FONTENOT                             20.004 METERS 34415     |
 BK2979|---------------------------------------------------------------------|
 BK2979
 BK2979                          SUPERSEDED SURVEY CONTROL
 BK2979
 BK2979  NAD 83(1986)-  30 41 06.06820(N)    092 30 14.54840(W) AD(       ) 1
 BK2979  NAD 27      -  30 41 05.35685(N)    092 30 14.05939(W) AD(       ) 1
 BK2979  NGVD 29 (07/19/86)   16.2    (m)           53.     (f) VERT ANG       
 BK2979
 BK2979.Superseded values are not recommended for survey control.
 BK2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2979.See file dsdata.txt to determine how the superseded data were derived.
 BK2979
 BK2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4750294799(NAD 83)
 BK2979_MARKER: DS = TRIANGULATION STATION DISK
 BK2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2979+STABILITY: SURFACE MOTION
 BK2979
 BK2979  HISTORY     - Date     Condition        Report By
 BK2979  HISTORY     - 1966     MONUMENTED       CGS
 BK2979  HISTORY     - 20030312 GOOD             USPSQD
 BK2979
 BK2979                          STATION DESCRIPTION
 BK2979
 BK2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BK2979'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 BK2979'PROPERTY AS TRIANGULATION STATION FONTENOT.
 BK2979'
 BK2979'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK
 BK2979'DISK.  THE DISK IS SET IN THE TOP OF A 10 INCH
 BK2979'CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 BK2979'GROUND.  THE DISK IS STAMPED FONTENOT RM A 1965.  THE MARK IS
 BK2979'86 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF TRACK ROAD, 24
 BK2979'FEET EAST OF THE EAST CORNER OF BARN AND 17 FEET NORTHWEST OF
 BK2979'FENCELINE.
 BK2979'
 BK2979'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FONTENOT
 BK2979'DISTANCE BEING 20.004 METERS OR 65.63 FEET.
 BK2979
 BK2979                          STATION RECOVERY (2003)
 BK2979
 BK2979'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2971 ***********************************************************************
 BK2971  DESIGNATION -  FONTENOT TENN GAS PLINE MST
 BK2971  PID         -  BK2971
 BK2971  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2971  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK2971
 BK2971                         *CURRENT SURVEY CONTROL
 BK2971  ___________________________________________________________________
 BK2971* NAD 83(1992)-  30 26 14.59456(N)    092 52 32.13291(W)     ADJUSTED  
 BK2971* NAVD 88     -                                                        
 BK2971  ___________________________________________________________________
 BK2971  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK2971  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2971
 BK2971  HORZ ORDER  -  THIRD
 BK2971
 BK2971.The horizontal coordinates were established by classical geodetic methods
 BK2971.and adjusted by the National Geodetic Survey in January 1993..
 BK2971
 BK2971
 BK2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2971
 BK2971.The geoid height was determined by GEOID03.
 BK2971
 BK2971;                    North         East     Units Scale Factor Converg.
 BK2971;SPC LA S     -   215,747.276   851,861.224   MT  0.99995467   -0 46 16.1
 BK2971;SPC LA S     -   707,830.85  2,794,814.70   sFT  0.99995467   -0 46 16.1
 BK2971;UTM  15      - 3,367,259.604   511,945.856   MT  0.99960176   +0 03 46.9
 BK2971
 BK2971                          SUPERSEDED SURVEY CONTROL
 BK2971
 BK2971  NAD 83(1986)-  30 26 14.61484(N)    092 52 32.12616(W) AD(       ) 4
 BK2971  NAD 27      -  30 26 13.88680(N)    092 52 31.59283(W) AD(       ) 3
 BK2971
 BK2971.Superseded values are not recommended for survey control.
 BK2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2971.See file dsdata.txt to determine how the superseded data were derived.
 BK2971
 BK2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1194667260(NAD 83)
 BK2971_MARKER: 42 = RADIO/TV MAST
 BK2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2971+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 BK2971
 BK2971  HISTORY     - Date     Condition        Report By
 BK2971  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2971  HISTORY     - 1974     GOOD             NGS
 BK2971  HISTORY     - 19961229 MARK NOT FOUND   USPSQD
 BK2971  HISTORY     - 20021105 GOOD             USPSQD
 BK2971  HISTORY     - 20040420 GOOD             USPSQD
 BK2971
 BK2971                          STATION DESCRIPTION
 BK2971
 BK2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2971'THE STATION IS LOCATED ABOUT 3.35 MILES SOUTH SOUTHWEST
 BK2971'OF THE TOWN OF KINDER, AT A COMPRESSOR STATION, AND ABOUT
 BK2971'100 YARDS EAST OF HIGHWAY 165.  THE MAST IS 260 FEET HIGH.
 BK2971'THE INTERSECTING POINT WAS THE TOP CENTER.
 BK2971
 BK2971                          STATION RECOVERY (1974)
 BK2971
 BK2971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2971'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK2971'
 BK2971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.35 MILES
 BK2971'SOUTHWEST OF KINDER.
 BK2971
 BK2971                          STATION RECOVERY (1996)
 BK2971
 BK2971'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2971'MARK NOT FOUND.
 BK2971
 BK2971                          STATION RECOVERY (2002)
 BK2971
 BK2971'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 BK2971'RECOVERED IN GOOD CONDITION.
 BK2971
 BK2971                          STATION RECOVERY (2004)
 BK2971
 BK2971'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1358 ***********************************************************************
 BJ1358  DESIGNATION -  FORD
 BJ1358  PID         -  BJ1358
 BJ1358  STATE/COUNTY-  LA/ORLEANS
 BJ1358  USGS QUAD   -  SPANISH FORT (1992)
 BJ1358
 BJ1358                         *CURRENT SURVEY CONTROL
 BJ1358  ___________________________________________________________________
 BJ1358* NAD 83(1992)-  30 01 45.34382(N)    090 04 47.72154(W)     ADJUSTED  
 BJ1358* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1358  **This station is located in a subsidence area (see below).
 BJ1358  ___________________________________________________________________
 BJ1358  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ1358  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ1358  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 BJ1358  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 BJ1358
 BJ1358  HORZ ORDER  -  THIRD
 BJ1358  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1358
 BJ1358.The horizontal coordinates were established by classical geodetic methods
 BJ1358.and adjusted by the National Geodetic Survey in May 1994..
 BJ1358
 BJ1358 ** The orthometric height has not been validated since last determined
 BJ1358 ** by differential leveling and should not be used for control purposes.
 BJ1358 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1358 ** area with valid NAVD 88 orthometric heights.
 BJ1358 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1358 ** epoch indicated which incorporates improved geoid heights for the
 BJ1358 ** Southern Louisiana Subsidence area.
 BJ1358 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1358.The orthometric height was scaled from a topographic map.
 BJ1358.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1358
 BJ1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1358
 BJ1358.The geoid height was determined by GEOID03.
 BJ1358
 BJ1358.The dynamic height is computed by dividing the NAVD 88
 BJ1358.geopotential number by the normal gravity value computed on the
 BJ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1358.degrees latitude (g = 980.6199 gals.).
 BJ1358
 BJ1358.The modeled gravity was interpolated from observed gravity values.
 BJ1358
 BJ1358;                    North         East     Units Scale Factor Converg.
 BJ1358;SPC LA S     -   170,171.138 1,120,890.064   MT  0.99992587   +0 37 36.2
 BJ1358;SPC LA S     -   558,303.14  3,677,453.48   sFT  0.99992587   +0 37 36.2
 BJ1358;UTM  15      - 3,325,621.087   781,613.327   MT  1.00057857   +1 27 44.3
 BJ1358;UTM  16      - 3,326,025.587   202,963.864   MT  1.00068871   -1 32 32.8
 BJ1358
 BJ1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1358!SPC LA S     -   1.00000380  x   0.99992587  =   0.99992967
 BJ1358!UTM  15      -   1.00000380  x   1.00057857  =   1.00058237
 BJ1358!UTM  16      -   1.00000380  x   1.00068871  =   1.00069251
 BJ1358
 BJ1358:                Primary Azimuth Mark                     Grid Az
 BJ1358:SPC LA S     -  GRAHAM                                   045 03 02.6
 BJ1358:UTM  15      -  GRAHAM                                   044 12 54.5
 BJ1358:UTM  16      -  GRAHAM                                   047 13 11.6
 BJ1358
 BJ1358|---------------------------------------------------------------------|
 BJ1358| PID    Reference Object                     Distance      Geod. Az  |
 BJ1358|                                                           dddmmss.s |
 BJ1358| BJ1360 GRAHAM                              433.023 METERS 0454038.8 |
 BJ1358| BJ1357 FORD RM                              24.460 METERS 20824     |
 BJ1358| BJ1355 ESSEX                               APPROX. 0.8 KM 2603245.2 |
 BJ1358|---------------------------------------------------------------------|
 BJ1358
 BJ1358                          SUPERSEDED SURVEY CONTROL
 BJ1358
 BJ1358  NAD 83(1992)-  30 01 45.34383(N)    090 04 47.72148(W) AD(       ) 3
 BJ1358  NAD 83(1986)-  30 01 45.35914(N)    090 04 47.71983(W) AD(       ) 3
 BJ1358  NAD 27      -  30 01 44.63202(N)    090 04 47.46071(W) AD(       ) 3
 BJ1358  NAVD 88 (02/14/94)    2.042  (m)            6.70   (f) UNKNOWN     1 2
 BJ1358  NGVD 29 (05/21/91)    2.101  (m)            6.89   (f) ADJUSTED    1 2
 BJ1358
 BJ1358.Superseded values are not recommended for survey control.
 BJ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1358.See file dsdata.txt to determine how the superseded data were derived.
 BJ1358
 BJ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8161325621(NAD 83)
 BJ1358_MARKER: DS = TRIANGULATION STATION DISK
 BJ1358_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1358_SP_SET: RETAINING WALL
 BJ1358_STAMPING: FORD 1931
 BJ1358_MARK LOGO: CGS   
 BJ1358_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1358+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 BJ1358
 BJ1358  HISTORY     - Date     Condition        Report By
 BJ1358  HISTORY     - 1931     MONUMENTED       CGS
 BJ1358  HISTORY     - 1935     GOOD             LAGS
 BJ1358  HISTORY     - 1953     GOOD             CGS
 BJ1358  HISTORY     - 1954     GOOD             CGS
 BJ1358  HISTORY     - 1963     GOOD             CGS
 BJ1358  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BJ1358  HISTORY     - 1985     GOOD             USPSQD
 BJ1358  HISTORY     - 1985     GOOD             NGS
 BJ1358  HISTORY     - 1988     GOOD             USPSQD
 BJ1358  HISTORY     - 1988     GOOD             USPSQD
 BJ1358  HISTORY     - 1990     GOOD             USPSQD
 BJ1358  HISTORY     - 19901108 GOOD             NGS
 BJ1358  HISTORY     - 19941115 GOOD             NGS
 BJ1358  HISTORY     - 20040922 GOOD             LADTD
 BJ1358
 BJ1358                          STATION DESCRIPTION
 BJ1358
 BJ1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLS)
 BJ1358'ON THE LAKE PONTCHARTRAIN SEA-WALL, IN ZONE 3 WHICH LIES
 BJ1358'BETWEEN THE LONDON AVENUE CANAL AND BAYOU ST. JOHN, AND IN THE
 BJ1358'65TH BAY COUNTING FROM THE LONDON AVENUE CANAL.
 BJ1358'
 BJ1358'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH
 BJ1358'WITH THE TOP SURFACE OF THE TOP COPING.
 BJ1358'
 BJ1358'THE REFERENCE MARK, A STANDARD BRONZE DISK SET FLUSH WITH THE
 BJ1358'TOP SURFACE OF THE TOP COPING, IS 24.460 METERS (80.25 FEET)
 BJ1358'FROM THE STATION S 28 DEG 24 MIN W.
 BJ1358
 BJ1358                          STATION RECOVERY (1935)
 BJ1358
 BJ1358'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1358'RECOVERED AS DESCRIBED.
 BJ1358
 BJ1358                          STATION RECOVERY (1953)
 BJ1358
 BJ1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1358'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BJ1358'A NEW DESCRIPTION FOLLOWS--
 BJ1358'
 BJ1358'STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEAWALL, ABOUT
 BJ1358'0.25 MI. NE OF THE BRIDGE ACROSS BAYOU ST. JOHN.  IT IS A
 BJ1358'STANDARD BRONZE DISK, STAMPED FORD 1931 AND CEMENTED IN A
 BJ1358'DRILL HOLE IN THE TOP OF THE CONCRETE SEAWALL.
 BJ1358'
 BJ1358'THE REFERENCE MARK IS A STANDARD BRONZE DISK, STAMPED FORD
 BJ1358'1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 BJ1358'SEAWALL.
 BJ1358'
 BJ1358'TO REACH THE STATION FROM THE E END OF THE BRIDGE ACROSS
 BJ1358'BAYOU ST. JOHN, GO NE ON LAKESHORE DRIVE FOR 0.25 MI. TO THE
 BJ1358'STATION ON THE LEFT AS DESCRIBED.
 BJ1358
 BJ1358                          STATION RECOVERY (1954)
 BJ1358
 BJ1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1358'THE 1953 RECOVERY NOTE BY R.L.E. IS ADEQUATE.
 BJ1358
 BJ1358                          STATION RECOVERY (1963)
 BJ1358
 BJ1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1358'IN NEW ORLEANS.
 BJ1358'AT NEW ORLEANS, 0.2 MILE NORTHEAST ALONG LAKE TERRACE DRIVE FROM THE
 BJ1358'EAST END OF LAKESHORE DRIVE BRIDGE OVER ST. JOHNS BAYOU, 0.35 MILE
 BJ1358'SOUTHWEST ALONG LAKE TERRACE DRIVE FROM THE JUNCTION OF LAKESHORE
 BJ1358'DRIVE, SET IN THE TOP OF THE CONCRETE SEA WALL ALONG SHORE OF LAKE
 BJ1358'PONTCHARTRAIN, 36 1/2 FEET NORTHWEST OF THE NORTHWEST CURB OF LAKE
 BJ1358'TERRACE DRIVE, 49 1/2 FEET WEST OF STREET LAMP POST 137 AND IS ABOUT 1
 BJ1358'FOOT ABOVE THE LEVEL OF THE DRIVE.
 BJ1358
 BJ1358                          STATION RECOVERY (1984)
 BJ1358
 BJ1358'RECOVERY NOTE BY US POWER SQUADRON 1984 (SAB)
 BJ1358'NO. 6 - FORD UNRECOVERED.
 BJ1358'
 BJ1358'SEARCHED ALL AROUND THE MOUTH OF BAYOU ST JOHN AND UNABLE TO LOCATE.
 BJ1358
 BJ1358                          STATION RECOVERY (1985)
 BJ1358
 BJ1358'RECOVERY NOTE BY US POWER SQUADRON 1985 (PHL)
 BJ1358'RECOVERED IN GOOD CONDITION.
 BJ1358
 BJ1358                          STATION RECOVERY (1985)
 BJ1358
 BJ1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1358'RECOVERED IN GOOD CONDITION.
 BJ1358
 BJ1358                          STATION RECOVERY (1988)
 BJ1358
 BJ1358'RECOVERY NOTE BY US POWER SQUADRON 1988 (PHL)
 BJ1358'RECOVERED IN GOOD CONDITION.
 BJ1358
 BJ1358                          STATION RECOVERY (1988)
 BJ1358
 BJ1358'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 BJ1358'RECOVERED IN GOOD CONDITION.
 BJ1358
 BJ1358                          STATION RECOVERY (1990)
 BJ1358
 BJ1358'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLR)
 BJ1358'RECOVERED IN GOOD CONDITION.
 BJ1358
 BJ1358                          STATION RECOVERY (1990)
 BJ1358
 BJ1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1358'0.6 KM (0.4 MI) NORTHWESTERLY ALONG LAKE TERRACE DRIVE FROM THE
 BJ1358'JUNCTION OF LAKE SHORE DRIVE IN NEW ORLEANS, IN A CONCRETE RETAINING
 BJ1358'WALL ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 34.6 M (113.5 FT)
 BJ1358'NORTHEAST OF A UTILITY POLE, 24.7 M (81.0 FT) NORTHEAST OF FORD RM,
 BJ1358'12.3 M (40.4 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 15.2 M
 BJ1358'(49.9 FT) WEST OF UTILITY LIGHT POLE NUMBER LB 126, AND 0.3 M (1.0
 BJ1358'FT) ABOVE THE LEVEL OF THE DRIVE.
 BJ1358
 BJ1358                          STATION RECOVERY (1994)
 BJ1358
 BJ1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1358'0.6 KM (0.35 MI) NORTHWESTERLY ALONG LAKE TERRACE DRIVE FROM THE
 BJ1358'JUNCTION OF LAKESHORE DRIVE IN NEW ORLEANS, IN A CONCRETE RETAINING
 BJ1358'WALL ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 24.7 M (81.0 FT)
 BJ1358'NORTHEAST OF FORD REFERENCE MARK, 12.3 NORTHWEST OF THE CENTERLINE OF
 BJ1358'THE DRIVE, 15.2 M (49.9 FT) WEST OF UTILITY LIGHT POLE NUMBER LB 126,
 BJ1358'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 BJ1358
 BJ1358                          STATION RECOVERY (2004)
 BJ1358
 BJ1358'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3835 ***********************************************************************
 BJ3835  DESIGNATION -  FORD
 BJ3835  PID         -  BJ3835
 BJ3835  STATE/COUNTY-  LA/ST HELENA
 BJ3835  USGS QUAD   -  LIVERPOOL (1981)
 BJ3835
 BJ3835                         *CURRENT SURVEY CONTROL
 BJ3835  ___________________________________________________________________
 BJ3835* NAD 83(1992)-  30 55 49.87523(N)    090 39 37.44893(W)     ADJUSTED  
 BJ3835* NAVD 88     -        96.197  (meters)     315.61   (feet)  ADJUSTED  
 BJ3835  ___________________________________________________________________
 BJ3835  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ3835  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3835  DYNAMIC HT  -          96.073 (meters)     315.20  (feet)  COMP
 BJ3835  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ3835
 BJ3835  HORZ ORDER  -  SECOND
 BJ3835  VERT ORDER  -  SECOND    CLASS I
 BJ3835
 BJ3835.The horizontal coordinates were established by classical geodetic methods
 BJ3835.and adjusted by the National Geodetic Survey in May 1994..
 BJ3835
 BJ3835.The orthometric height was determined by differential leveling
 BJ3835.and adjusted by the National Geodetic Survey in February 1994..
 BJ3835
 BJ3835.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3835
 BJ3835.The geoid height was determined by GEOID03.
 BJ3835
 BJ3835.The dynamic height is computed by dividing the NAVD 88
 BJ3835.geopotential number by the normal gravity value computed on the
 BJ3835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3835.degrees latitude (g = 980.6199 gals.).
 BJ3835
 BJ3835.The modeled gravity was interpolated from observed gravity values.
 BJ3835
 BJ3835;                    North         East     Units Scale Factor Converg.
 BJ3835;SPC LA S     -   269,609.975 1,064,317.620   MT  1.00005715   +0 20 11.3
 BJ3835;SPC LA S     -   884,545.39  3,491,848.72   sFT  1.00005715   +0 20 11.3
 BJ3835;SPC MS W     -   158,619.906   668,742.360   MT  0.99996205   -0 10 05.2
 BJ3835;SPC MS W     -   520,405.47  2,194,032.23   sFT  0.99996205   -0 10 05.2
 BJ3835;UTM  15      - 3,424,248.674   723,543.450   MT  1.00021646   +1 12 11.0
 BJ3835
 BJ3835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3835!SPC LA S     -   0.99998916  x   1.00005715  =   1.00004631
 BJ3835!SPC MS W     -   0.99998916  x   0.99996205  =   0.99995121
 BJ3835!UTM  15      -   0.99998916  x   1.00021646  =   1.00020561
 BJ3835
 BJ3835:                Primary Azimuth Mark                     Grid Az
 BJ3835:SPC LA S     -  LIVERPOOL SHELL PIPELINE CO MW           260 10 16.3
 BJ3835:SPC MS W     -  LIVERPOOL SHELL PIPELINE CO MW           260 40 32.8
 BJ3835:UTM  15      -  LIVERPOOL SHELL PIPELINE CO MW           259 18 16.6
 BJ3835
 BJ3835|---------------------------------------------------------------------|
 BJ3835| PID    Reference Object                     Distance      Geod. Az  |
 BJ3835|                                                           dddmmss.s |
 BJ3835| BJ4584 LIVERPOOL SHELL PIPELINE CO MW      APPROX. 6.3 KM 2603027.6 |
 BJ3835| BJ3833 FORD AZ MK                                         2761536.0 |
 BJ3835| BJ3834 FORD RM 1                            14.037 METERS 28224     |
 BJ3835| BJ3836 FORD RM 2                            16.639 METERS 35905     |
 BJ3835|---------------------------------------------------------------------|
 BJ3835
 BJ3835                          SUPERSEDED SURVEY CONTROL
 BJ3835
 BJ3835  NAD 83(1992)-  30 55 49.87717(N)    090 39 37.44917(W) AD(       ) 2
 BJ3835  NAD 83(1986)-  30 55 49.89197(N)    090 39 37.44457(W) AD(       ) 2
 BJ3835  NAD 27      -  30 55 49.24457(N)    090 39 37.09218(W) AD(       ) 2
 BJ3835  NGVD 29 (07/19/86)   95.9    (m)          315.     (f) VERT ANG       
 BJ3835
 BJ3835.Superseded values are not recommended for survey control.
 BJ3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3835.See file dsdata.txt to determine how the superseded data were derived.
 BJ3835
 BJ3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2354324249(NAD 83)
 BJ3835_MARKER: DS = TRIANGULATION STATION DISK
 BJ3835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3835_SP_SET: CONCRETE POST
 BJ3835_STAMPING: FORD 1970
 BJ3835_MARK LOGO: LADH  
 BJ3835_PROJECTION: FLUSH
 BJ3835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3835+STABILITY: SURFACE MOTION
 BJ3835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3835+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3835
 BJ3835  HISTORY     - Date     Condition        Report By
 BJ3835  HISTORY     - 1970     MONUMENTED       LADH
 BJ3835  HISTORY     - 1985     GOOD             LADTD
 BJ3835  HISTORY     - 19890524 GOOD             LADTD
 BJ3835
 BJ3835                          STATION DESCRIPTION
 BJ3835
 BJ3835'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ3835'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF GREENSBURG, 4 MILES
 BJ3835'EAST OF THE LIVERPOOL LOOKOUT TOWER AND AT THE JUNCTION OF STATE
 BJ3835'HIGHWAYS 38 AND 441, IN THE SOUTHEAST QUARTER OF SECTION 46,
 BJ3835'T1S-R5E, AND ON THE PROPERTY OWNED BY MR. SHELBY ALFORD.
 BJ3835'
 BJ3835'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, DRIVE NORTH
 BJ3835'ALONG STATE HIGHWAY 43 FOR 7 MILES TO THE JUNCTION WITH STATE
 BJ3835'HIGHWAY 38, THENCE RIGHT AND EAST ALONG STATE HIGHWAY 38 FOR 1.6
 BJ3835'MILES TO THE STATION WHICH IS IN THE SOUTHWEST QUADRANT OF THE
 BJ3835'INTERSECTION OF STATE HIGHWAYS 38 AND 441.
 BJ3835'
 BJ3835'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 BJ3835'HIGHWAY 38 FOR 0.25 MILE TO THE MARK WHICH IS ON THE RIGHT AND NORTH
 BJ3835'OF THE HIGHWAY NEAR A FENCE.
 BJ3835'
 BJ3835'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3835'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3835'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3835'STAMPED FORD 1970.  IT IS SET IN THE SOUTHWEST QUADRANT OF THE
 BJ3835'INTERSECTION OF STATE HIGHWAYS 38 AND 441, APPROXIMATELY 250
 BJ3835'FEET WEST OF THE SOUTH END OF A GAS PUMP ISLAND AT ALFORDS STORE,
 BJ3835'109 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 441, 94 FEET
 BJ3835'SOUTH OF THE CENTER OF STATE HIGHWAY 38, 57 FEET SOUTH OF A
 BJ3835'METAL WITNESS POST, 50 FEET EAST-NORTHEAST OF A 24 INCH
 BJ3835'PINE TREE, AND 34 FEET SOUTH-SOUTHWEST OF A POWER POLE.
 BJ3835'
 BJ3835'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3835'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3835'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3835'FORD RM 1 1970.  IT IS 92 FEET NORTHEAST OF A FENCE LEADING
 BJ3835'SOUTH, 87 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 38, 65 FEET
 BJ3835'WEST-SOUTHWEST OF A POWER POLE, 65 FEET SOUTHWEST OF A METAL
 BJ3835'WITNESS POST AND 22 FEET NORTH OF A 24 INCH PINE TREE.
 BJ3835'
 BJ3835'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3835'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3835'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3835'FORD RM 2 1970.  IT IS 82 FEET NORTHEAST OF A 24 INCH PINE TREE,
 BJ3835'39 FEET EAST-NORTHEAST OF AN 8 INCH PINE TREE, 30 FEET
 BJ3835'NORTHWEST OF A POWER POLE, 39 FEET SOUTH OF THE CENTER OF STATE
 BJ3835'HIGHWAY 38 AND 2 FEET SOUTH OF A METAL WITNESS POST.
 BJ3835'
 BJ3835'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3835'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3835'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3835'FORD AZ MK 1970.  IT IS 62 FEET WEST OF A CROSS FENCE LEADING
 BJ3835'NORTH, 51 FEET EAST-NORTHEAST OF A 30 INCH PINE TREE, 37 FEET
 BJ3835'NORTH OF THE CENTER OF STATE HIGHWAY 38, 2.5 FEET NORTH OF A METAL
 BJ3835'WITNESS POST AND 3 FEET SOUTH OF AN EAST-WEST FENCE.
 BJ3835'
 BJ3835'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ3835
 BJ3835                          STATION RECOVERY (1985)
 BJ3835
 BJ3835'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3835'16 KM (9.95 MI) WEST FROM KENTWOOD.
 BJ3835'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3835'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3835'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 15.6 KM (9.95 MI) TO THE
 BJ3835'BENCH MARK ON THE LEFT IN THE SOUTHWEST QUADRANT OF THE INTERSECTION,
 BJ3835'76.2 METERS (250 FT) WEST OF THE SOUTH END OF A GAS PUMP ISLAND AT
 BJ3835'ALFORDS STORE, 33.2 METERS (109 FT) SOUTHWEST OF THE CENTERLINE OF
 BJ3835'STATE HIGHWAY 441, 28.7 METERS (94 FT) SOUTH OF THE CENTERLINE OF
 BJ3835'STATE HIGHWAY 38, AND 10.4 METERS (34 FT) SOUTH SOUTHWEST OF A POWER
 BJ3835'POLE.
 BJ3835'THE MARK IS 17.4 METERS  S FROM A WITNESS POST.
 BJ3835
 BJ3835                          STATION RECOVERY (1989)
 BJ3835
 BJ3835'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3835'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) WEST OF KENTWOOD, 11.3 KM
 BJ3835'(7.00 MI) NORTH OF GREENSBURG, 6.4 KM (4.00 MI) EAST OF THE LIVERPOOL
 BJ3835'LOOKOUT TOWER AND AT THE JUNCTION OF STATE HIGHWAYS 38 AND 441, IN THE
 BJ3835'SOUTHEAST QUARTER OF SECTION 46, T 1 S, R 5 E.  OWNERSHIP--MR. SHELBY
 BJ3835'ALFORD.
 BJ3835'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3835'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3835'TURN RIGHT AND GO WEST FOR 15.6 KM (9.70 MI) ON HIGHWAY 38 TO THE MARK
 BJ3835'ON THE LEFT IN THE SOUTHWEST QUARDRANT OF THE INTERSECTION.
 BJ3835'THE STATION IS 33.2 M (108.9 FT) SOUTHWEST FROM THE CENTER OF HIGHWAY
 BJ3835'441, 28.7 M (94.2 FT) SOUTH FROM THE CENTER OF HIGHWAY 38, 17.4 M
 BJ3835'(57.1 FT) SOUTH FROM A WITNESS POST AT REFERENCE MARK 2 AND 10.4 M
 BJ3835'(34.1 FT) SOUTH-SOUTHWEST FROM A POWER POLE.  THE MARK IS FLUSH WITH
 BJ3835'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3174 ***********************************************************************
 CQ3174  DESIGNATION -  FORD
 CQ3174  PID         -  CQ3174
 CQ3174  STATE/COUNTY-  LA/DE SOTO
 CQ3174  USGS QUAD   -  GRAND CANE (1994)
 CQ3174
 CQ3174                         *CURRENT SURVEY CONTROL
 CQ3174  ___________________________________________________________________
 CQ3174* NAD 83(1992)-  32 04 51.07125(N)    093 50 09.95215(W)     ADJUSTED  
 CQ3174* NAVD 88     -       112.25   (+/-2cm)     368.3    (feet)  VERTCON   
 CQ3174  ___________________________________________________________________
 CQ3174  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ3174  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3174
 CQ3174  HORZ ORDER  -  FIRST
 CQ3174  VERT ORDER  -  THIRD ? (See Below)
 CQ3174
 CQ3174.The horizontal coordinates were established by classical geodetic methods
 CQ3174.and adjusted by the National Geodetic Survey in February 1996..
 CQ3174
 CQ3174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3174.The vertical order pertains to the NGVD 29 superseded value.
 CQ3174
 CQ3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3174
 CQ3174.The geoid height was determined by GEOID03.
 CQ3174
 CQ3174;                    North         East     Units Scale Factor Converg.
 CQ3174;SPC LA N     -   176,054.804   873,872.276   MT  0.99991878   -0 42 23.0
 CQ3174;SPC LA N     -   577,606.47  2,867,029.29   sFT  0.99991878   -0 42 23.0
 CQ3174;UTM  15      - 3,549,703.498   421,094.243   MT  0.99967678   -0 26 38.7
 CQ3174
 CQ3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3174!SPC LA N     -   0.99998641  x   0.99991878  =   0.99990520
 CQ3174!UTM  15      -   0.99998641  x   0.99967678  =   0.99966320
 CQ3174
 CQ3174:                Primary Azimuth Mark                     Grid Az
 CQ3174:SPC LA N     -  HUNTER RESET                             185 53 58.3
 CQ3174:UTM  15      -  HUNTER RESET                             185 38 14.0
 CQ3174
 CQ3174|---------------------------------------------------------------------|
 CQ3174| PID    Reference Object                     Distance      Geod. Az  |
 CQ3174|                                                           dddmmss.s |
 CQ3174| BX3049 HUNTER RESET                        APPROX.17.7 KM 1851135.3 |
 CQ3174| CX5812 FORD RM 1                                          24345     |
 CQ3174| CX5813 FORD RM 2                            37.200 METERS 35156     |
 CQ3174|---------------------------------------------------------------------|
 CQ3174
 CQ3174                          SUPERSEDED SURVEY CONTROL
 CQ3174
 CQ3174  NAD 83(1992)-  32 04 51.07586(N)    093 50 09.95078(W) AD(       ) 1
 CQ3174  NAD 83(1986)-  32 04 51.07869(N)    093 50 09.94626(W) AD(       ) 1
 CQ3174  NAD 27      -  32 04 50.48900(N)    093 50 09.28300(W) AD(       ) 1
 CQ3174  NGVD 29 (07/19/86)  112.32   (m)          368.5    (f) LEVELING    3  
 CQ3174
 CQ3174.Superseded values are not recommended for survey control.
 CQ3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3174.See file dsdata.txt to determine how the superseded data were derived.
 CQ3174
 CQ3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2109449703(NAD 83)
 CQ3174_MARKER: DS = TRIANGULATION STATION DISK
 CQ3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3174
 CQ3174  HISTORY     - Date     Condition        Report By
 CQ3174  HISTORY     - 1930     MONUMENTED       CGS
 CQ3174  HISTORY     - 1949     GOOD             CGS
 CQ3174  HISTORY     - 1969     POOR             CGS
 CQ3174  HISTORY     - 19961212 MARK NOT FOUND   USPSQD
 CQ3174
 CQ3174                          STATION DESCRIPTION
 CQ3174
 CQ3174'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3174'ABOUT 1-1/4 MILES, AIR LINE, WSW OF GRAND CANE, ON LAND
 CQ3174'OWNED BY MR. FORD, ON A SLIGHT KNOLL, 26.2 METERS (86 FEET)
 CQ3174'NE OF A 30-INCH PINE TREE, AND 53.4 METERS (175 FEET) S OF
 CQ3174'SE CORNER OF NEGRO HOUSE.
 CQ3174'
 CQ3174'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3174'DISKS SET IN CONCRETE.
 CQ3174'
 CQ3174'REFERENCE MARK NO. 1 IS 1 FOOT E OF NE CORNER OF A FOUR-ROOM
 CQ3174'NEGRO HOUSE, 5 METERS (16 FEET) E OF E SIDE OF BRICK CHIMNEY
 CQ3174'ON N SIDE OF HOUSE, AND 150 METERS (492 FEET) FROM STATION
 CQ3174'S 63 DEG 45 MIN 28 SEC W.
 CQ3174'
 CQ3174'REFERENCE MARK NO. 2 IS 5 METERS (16 FEET) S OF SMALL CHICKEN
 CQ3174'HOUSE, 17.8 (58 FEET) SE OF SE CORNER OF NEGRO HOUSE, AND
 CQ3174'37.20 METERS (122.0 FEET) FROM STATION  N 8 DEG 05 MIN W.
 CQ3174
 CQ3174                          STATION RECOVERY (1949)
 CQ3174
 CQ3174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CDW)
 CQ3174'STATION FOUND IN GOOD CONDITION.  PUBLISHED DESCRIPTION LOCATED
 CQ3174'STATION IN SW 1/4 SECTION 30, T 13 N, R 14 W.  STATION WAS
 CQ3174'LOCATED IN SE 1/4 OF THE SAME SECTION.
 CQ3174
 CQ3174                          STATION RECOVERY (1969)
 CQ3174
 CQ3174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3174'THE STATION WAS RECOVERED AND FOUND BROKEN OFF.  AN ATTEMPT WAS MADE
 CQ3174'TO RECOVER THE SUB-SURFACE MARK BY DIGGING A HOLE 3-FEET IN DIAMETER
 CQ3174'TO A DEPTH OF 4 FEET WITH NO RESULTS HOWEVER ANOTHER PORTION OF THE
 CQ3174'MONUMENT WAS FOUND BUT IN A LEANING POSITION BUT THE BROKEN
 CQ3174'SURFACE DID NOT MATCH THE TOP PORTION.  FORD 2 WAS ESTABLISHED
 CQ3174'THIS DATE, FOR DETAILED DESCRIPTION SEE DESCRIPTION THEREOF.
 CQ3174'
 CQ3174'REFERENCE MARK 1 WAS NOT VISIBLE FROM THE STATION SINCE A DAIRY BARN
 CQ3174'HAS BEEN ERECTED BETWEEN THEM.  IT IS AT A DISTANCE OF ABOUT 490
 CQ3174'FEET THEREFORE NO ATTEMPT WAS MADE TO RE-ESTABLISH THE STATION
 CQ3174'THROUGH THE REFERENCE MARKS.
 CQ3174'
 CQ3174'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 CQ3174
 CQ3174                          STATION RECOVERY (1996)
 CQ3174
 CQ3174'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3179 ***********************************************************************
 CQ3179  DESIGNATION -  FORD 2
 CQ3179  PID         -  CQ3179
 CQ3179  STATE/COUNTY-  LA/DE SOTO
 CQ3179  USGS QUAD   -  GRAND CANE (1994)
 CQ3179
 CQ3179                         *CURRENT SURVEY CONTROL
 CQ3179  ___________________________________________________________________
 CQ3179* NAD 83(1992)-  32 04 51.07972(N)    093 50 09.94151(W)     ADJUSTED  
 CQ3179* NAVD 88     -       112.6    (meters)     369.     (feet)  VERTCON   
 CQ3179  ___________________________________________________________________
 CQ3179  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ3179  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3179
 CQ3179  HORZ ORDER  -  SECOND
 CQ3179
 CQ3179.The horizontal coordinates were established by classical geodetic methods
 CQ3179.and adjusted by the National Geodetic Survey in February 1996..
 CQ3179
 CQ3179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3179
 CQ3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3179
 CQ3179.The geoid height was determined by GEOID03.
 CQ3179
 CQ3179;                    North         East     Units Scale Factor Converg.
 CQ3179;SPC LA N     -   176,055.061   873,872.558   MT  0.99991878   -0 42 23.0
 CQ3179;SPC LA N     -   577,607.31  2,867,030.22   sFT  0.99991878   -0 42 23.0
 CQ3179;UTM  15      - 3,549,703.756   421,094.524   MT  0.99967678   -0 26 38.7
 CQ3179
 CQ3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3179!SPC LA N     -   0.99998636  x   0.99991878  =   0.99990514
 CQ3179!UTM  15      -   0.99998636  x   0.99967678  =   0.99966314
 CQ3179
 CQ3179:                Primary Azimuth Mark                     Grid Az
 CQ3179:SPC LA N     -  GRAND CANE LOT                           031 58 32.3
 CQ3179:UTM  15      -  GRAND CANE LOT                           031 42 48.0
 CQ3179
 CQ3179|---------------------------------------------------------------------|
 CQ3179| PID    Reference Object                     Distance      Geod. Az  |
 CQ3179|                                                           dddmmss.s |
 CQ3179| CQ3170 GRAND CANE LOT                      APPROX. 6.1 KM 0311609.3 |
 CQ3179| CX5815 FORD 2 RM 3                          28.016 METERS 10000     |
 CQ3179| CQ3160 MANSFIELD MUN NE TANK               APPROX.14.7 KM 1075748.8 |
 CQ3179| CQ2640 MAN RM 3                            APPROX.13.0 KM 1200123.4 |
 CQ3179| CQ3164 MANSFIELD RAD STA KDXI MAST         APPROX.11.3 KM 1252405.3 |
 CQ3179| BX3050 SPIDER                              APPROX.11.9 KM 1551558.8 |
 CQ3179| BX3051 HUNTER LOOKOUT TOWER                APPROX.16.9 KM 1844724.4 |
 CQ3179| CX5812 FORD RM 1                                          24343     |
 CQ3179| CX5814 FORD 2 AZ MK                                       3323224.6 |
 CQ3179| CX5813 FORD RM 2                            36.826 METERS 35132     |
 CQ3179|---------------------------------------------------------------------|
 CQ3179
 CQ3179                          SUPERSEDED SURVEY CONTROL
 CQ3179
 CQ3179  NAD 83(1992)-  32 04 51.07960(N)    093 50 09.94097(W) AD(       ) 2
 CQ3179  NAD 83(1986)-  32 04 51.08851(N)    093 50 09.93745(W) AD(       ) 2
 CQ3179  NAD 27      -  32 04 50.50153(N)    093 50 09.27041(W) AD(       ) 2
 CQ3179  NGVD 29 (07/19/86)  112.7    (m)          370.     (f) VERT ANG       
 CQ3179
 CQ3179.Superseded values are not recommended for survey control.
 CQ3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3179.See file dsdata.txt to determine how the superseded data were derived.
 CQ3179
 CQ3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2109549704(NAD 83)
 CQ3179_MARKER: DS = TRIANGULATION STATION DISK
 CQ3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3179_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3179
 CQ3179  HISTORY     - Date     Condition        Report By
 CQ3179  HISTORY     - 1969     MONUMENTED       CGS
 CQ3179  HISTORY     - 19960907 MARK NOT FOUND   USPSQD
 CQ3179
 CQ3179                          STATION DESCRIPTION
 CQ3179
 CQ3179'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3179'NO MEASUREMENT BETWEEN RMS DUE TO TREES AND BRUSH ON LINE.
 CQ3179'
 CQ3179'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF MANSFIELD,
 CQ3179'8 MILES SOUTH OF KICKAPOO, 7 MILES SOUTHEAST OF LONGSTREET
 CQ3179'AND 1-1/2 MILES SOUTHWEST OF GRAND CANE.
 CQ3179'
 CQ3179'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF
 CQ3179'U.S. HIGHWAY 171 AND STATE HIGHWAY 3015 IN GRAND CANE, GO
 CQ3179'WESTERLY ON STATE HIGHWAY 3015 FOR 1.65 MILES TO A FARM DRIVE
 CQ3179'LEFT AT THE TOP OF A HILL.  TURN LEFT AND GO SOUTH WEST ON A
 CQ3179'FARM DRIVE PASSING TO THE RIGHT OF THE HOUSE FOR 0.25 MILE TO
 CQ3179'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, SOUTH, ON THE
 CQ3179'FARM DRIVE FOR 0.1 MILE TO A WIRE GATE WITH A PIPE FRAME ON
 CQ3179'THE LEFT, EAST, SIDE OF THE DRIVE.  TURN LEFT AND PASS THROUGH
 CQ3179'THE GATE AND GO EAST FOR 0.05 MILE TO AN ABANDON SHACK.  PASS
 CQ3179'TO THE EAST SIDE OF THE SHACK AND GO SOUTH FOR 200 FEET TO
 CQ3179'THE STATION.
 CQ3179'
 CQ3179'STATION MARK IS A STANDARD DISK, STAMPED FORD 2 1969, SET IN
 CQ3179'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ3179'6 INCHES.  IT IS 32 FEET SOUTHEAST OF A 30-INCH LIVE OAK TREE,
 CQ3179'27 FEET WEST OF A 14-INCH PINE TREE, 14 FEET NORTH-NORTHEAST
 CQ3179'OF A 12-INCH LIVE OAK TREE AND 2 FEET NORTHEAST OF A METAL
 CQ3179'WITNESS POST WITH A SIGN ATTACHED.
 CQ3179'
 CQ3179'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FORD 1930 NO 1,
 CQ3179'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 CQ3179'PROJECTS 4 INCHES.  IT IS 69.8 FEET NORTH OF A FENCE CORNER,
 CQ3179'58.7 FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE.
 CQ3179'
 CQ3179'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FORD 1930 NO 2,
 CQ3179'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 CQ3179'PROJECTS 6 INCHES.  IT IS 85.3 FEET SOUTHEAST OF THE SOUTHEAST
 CQ3179'CORNER OF AN ABANDON SHACK, 18.5 FEET EAST OF A 6-INCH LOCUST
 CQ3179'TREE AND 18 FEET WEST-SOUTHWEST OF A 10-INCH HACKBERRY TREE.
 CQ3179'
 CQ3179'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FORD 2 NO 3 1969,
 CQ3179'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3179'PROJECTS 4 INCHES.  IT IS 65 FEET EAST OF A 14-INCH PINE TREE,
 CQ3179'13.7 FEET WEST OF A 10-INCH OAK TREE AND 7 FEET NORTHWEST OF A
 CQ3179'8-INCH OAK TREE.
 CQ3179'
 CQ3179'AZIMUTH MARK IS A STANDARD DISK, STAMPED FORD 2 1969, SET IN
 CQ3179'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ3179'FLUSH.  IT IS 61 FEET SOUTH-SOUTHEAST OF A 50-INCH OAK TREE,
 CQ3179'59 FEET WEST OF A TRACK ROAD AND 1 FOOT SOUTH OF A METAL
 CQ3179'WITNESS POST WITH A SIGN ATTACHED.
 CQ3179'
 CQ3179'HEIGHT OF LIGHT ABOVE STATION MARK 34.95 METERS.
 CQ3179
 CQ3179                          STATION RECOVERY (1996)
 CQ3179
 CQ3179'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3833 ***********************************************************************
 BJ3833  DESIGNATION -  FORD AZ MK
 BJ3833  PID         -  BJ3833
 BJ3833  STATE/COUNTY-  LA/ST HELENA
 BJ3833  USGS QUAD   -  LIVERPOOL (1981)
 BJ3833
 BJ3833                         *CURRENT SURVEY CONTROL
 BJ3833  ___________________________________________________________________
 BJ3833* NAD 83(1986)-  30 55 52.     (N)    090 40 00.     (W)     SCALED    
 BJ3833* NAVD 88     -        83.505  (meters)     273.97   (feet)  ADJUSTED  
 BJ3833  ___________________________________________________________________
 BJ3833  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3833  DYNAMIC HT  -          83.397 (meters)     273.61  (feet)  COMP
 BJ3833  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ3833
 BJ3833  VERT ORDER  -  SECOND    CLASS I
 BJ3833
 BJ3833.The horizontal coordinates were scaled from a topographic map and have
 BJ3833.an estimated accuracy of +/- 6 seconds.
 BJ3833
 BJ3833.The orthometric height was determined by differential leveling
 BJ3833.and adjusted by the National Geodetic Survey in February 1994..
 BJ3833
 BJ3833.The geoid height was determined by GEOID03.
 BJ3833
 BJ3833.The dynamic height is computed by dividing the NAVD 88
 BJ3833.geopotential number by the normal gravity value computed on the
 BJ3833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3833.degrees latitude (g = 980.6199 gals.).
 BJ3833
 BJ3833.The modeled gravity was interpolated from observed gravity values.
 BJ3833
 BJ3833;                    North         East    Units  Estimated Accuracy
 BJ3833;SPC LA S     -   269,670.    1,063,720.      MT  (+/- 180 meters Scaled)
 BJ3833
 BJ3833                          SUPERSEDED SURVEY CONTROL
 BJ3833
 BJ3833.No superseded survey control is available for this station.
 BJ3833
 BJ3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ229243(NAD 83)
 BJ3833_MARKER: DZ = AZIMUTH MARK DISK
 BJ3833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3833_SP_SET: CONCRETE POST
 BJ3833_STAMPING: FORD AZ MK 1970
 BJ3833_MARK LOGO: LADH  
 BJ3833_PROJECTION: FLUSH
 BJ3833_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3833+STABILITY: SURFACE MOTION
 BJ3833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3833+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3833
 BJ3833  HISTORY     - Date     Condition        Report By
 BJ3833  HISTORY     - 1970     MONUMENTED       CGS
 BJ3833  HISTORY     - 1985     GOOD             LADTD
 BJ3833  HISTORY     - 19890524 GOOD             LADTD
 BJ3833
 BJ3833                          STATION DESCRIPTION
 BJ3833
 BJ3833'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3833'16.5 KM (10.3 MI) WEST FROM KENTWOOD.
 BJ3833'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3833'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3833'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3833'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 16.2 KM (10.05 MI) TO THE
 BJ3833'BENCH MARK ON THE RIGHT, 24.1 METERS (79 FT) EAST OF A GRAVEL DRIVE
 BJ3833'LEADING TO A BRICK HOME, 12.2 METERS (40 FT) SOUTH SOUTHEAST OF A
 BJ3833'POWER POLE WITH A TRANSFORMER ATTACHED, 11.3 METERS (37 FT) NORTH OF
 BJ3833'STATE HIGHWAY 38 AND 1.2 METERS (4 FT) SOUTH OF AN 18 INCH PINE TREE.
 BJ3833'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 BJ3833
 BJ3833                          STATION RECOVERY (1989)
 BJ3833
 BJ3833'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3833'THE STATION IS LOCATED ABOUT 16.5 KM (10.25 MI) WEST OF KENTWOOD AND
 BJ3833'13.8 KM (8.60 MI) EAST OF CHIPOLA.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3833'TRANSPORTATION AND DEVELOPMENT.
 BJ3833'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3833'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3833'TURN RIGHT AND GO WEST FOR 16.2 KM (10.05 MI) ON HIGHWAY 38 TO THE
 BJ3833'MARK ON THE RIGHT.
 BJ3833'THE STATION IS 24.1 M (79.1 FT) EAST FROM A GRAVEL DRIVE LEADING TO A
 BJ3833'BRICK HOME, 12.2 M (40.0 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH A
 BJ3833'TRANSFORMER ATTACHED, 11.3 M (37.1 FT) NORTH FROM THE CENTER OF THE
 BJ3833'HIGHWAY, 1.2 M (3.9 FT) SOUTH FROM A 18-INCH PINE TREE AND 0.9 M
 BJ3833'(3.0 FT) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK
 BJ3833'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3834 ***********************************************************************
 BJ3834  DESIGNATION -  FORD RM 1
 BJ3834  PID         -  BJ3834
 BJ3834  STATE/COUNTY-  LA/ST HELENA
 BJ3834  USGS QUAD   -  LIVERPOOL (1981)
 BJ3834
 BJ3834                         *CURRENT SURVEY CONTROL
 BJ3834  ___________________________________________________________________
 BJ3834* NAD 83(1992)-  30 55 49.97311(N)    090 39 37.96534(W)     ADJUSTED  
 BJ3834* NAVD 88     -        95.529  (meters)     313.41   (feet)  ADJUSTED  
 BJ3834  ___________________________________________________________________
 BJ3834  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ3834  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3834  DYNAMIC HT  -          95.407 (meters)     313.01  (feet)  COMP
 BJ3834  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ3834
 BJ3834  HORZ ORDER  -  SECOND
 BJ3834  VERT ORDER  -  SECOND    CLASS I
 BJ3834
 BJ3834.The horizontal coordinates were established by classical geodetic methods
 BJ3834.and adjusted by the National Geodetic Survey in May 1994..
 BJ3834
 BJ3834.The orthometric height was determined by differential leveling
 BJ3834.and adjusted by the National Geodetic Survey in February 1994..
 BJ3834
 BJ3834.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3834
 BJ3834.The geoid height was determined by GEOID03.
 BJ3834
 BJ3834.The dynamic height is computed by dividing the NAVD 88
 BJ3834.geopotential number by the normal gravity value computed on the
 BJ3834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3834.degrees latitude (g = 980.6199 gals.).
 BJ3834
 BJ3834.The modeled gravity was interpolated from observed gravity values.
 BJ3834
 BJ3834;                    North         East     Units Scale Factor Converg.
 BJ3834;SPC LA S     -   269,612.909 1,064,303.892   MT  1.00005716   +0 20 11.0
 BJ3834;SPC LA S     -   884,555.02  3,491,803.69   sFT  1.00005716   +0 20 11.0
 BJ3834;SPC MS W     -   158,622.961   668,728.660   MT  0.99996206   -0 10 05.5
 BJ3834;SPC MS W     -   520,415.50  2,193,987.28   sFT  0.99996206   -0 10 05.5
 BJ3834;UTM  15      - 3,424,251.401   723,529.677   MT  1.00021638   +1 12 10.7
 BJ3834
 BJ3834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3834!SPC LA S     -   0.99998926  x   1.00005716  =   1.00004642
 BJ3834!SPC MS W     -   0.99998926  x   0.99996206  =   0.99995132
 BJ3834!UTM  15      -   0.99998926  x   1.00021638  =   1.00020564
 BJ3834
 BJ3834|---------------------------------------------------------------------|
 BJ3834| PID    Reference Object                     Distance      Geod. Az  |
 BJ3834|                                                           dddmmss.s |
 BJ3834| BJ3835 FORD                                 14.037 METERS 10224     |
 BJ3834| BJ4579 VENABLE                             APPROX. 6.0 KM 2371219.0 |
 BJ3834|---------------------------------------------------------------------|
 BJ3834
 BJ3834                          SUPERSEDED SURVEY CONTROL
 BJ3834
 BJ3834  NAD 83(1992)-  30 55 49.97505(N)    090 39 37.96558(W) AD(       ) 2
 BJ3834  NAD 83(1986)-  30 55 49.98989(N)    090 39 37.96119(W) AD(       ) 2
 BJ3834  NAD 27      -  30 55 49.34246(N)    090 39 37.60857(W) AD(       ) 2
 BJ3834  NGVD 29 (07/19/86)   95.2    (m)          312.     (f) VERT ANG       
 BJ3834
 BJ3834.Superseded values are not recommended for survey control.
 BJ3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3834.See file dsdata.txt to determine how the superseded data were derived.
 BJ3834
 BJ3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2353024251(NAD 83)
 BJ3834_MARKER: DR = REFERENCE MARK DISK
 BJ3834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3834_SP_SET: CONCRETE POST
 BJ3834_STAMPING: FORD RM 1 1970
 BJ3834_MARK LOGO: LADH  
 BJ3834_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3834+STABILITY: SURFACE MOTION
 BJ3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3834+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3834
 BJ3834  HISTORY     - Date     Condition        Report By
 BJ3834  HISTORY     - 1970     MONUMENTED       LADH
 BJ3834  HISTORY     - 1985     GOOD             LADTD
 BJ3834  HISTORY     - 19890524 GOOD             LADTD
 BJ3834
 BJ3834                          STATION DESCRIPTION
 BJ3834
 BJ3834'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3834'16 KM (9.95 MI) WEST FROM KENTWOOD.
 BJ3834'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3834'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3834'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 15.6 KM (9.7 MI) TO THE
 BJ3834'MARK ON THE LEFT IN THE SOUTHWEST QUADRANT OF THE INTERSECTION,
 BJ3834'26.5 METERS (87 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 38,
 BJ3834'19.8 METERS (65 FT) WEST SOUTHWEST OF A POWER POLE, AND 6.7 METERS
 BJ3834'(22 FT) NORTH OF A 24 INCH PINE TREE.
 BJ3834'THE MARK IS 19.8 METERS  SW FROM A WITNESS POST.
 BJ3834
 BJ3834                          STATION RECOVERY (1989)
 BJ3834
 BJ3834'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3834'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) WEST OF KENTWOOD, 11.3
 BJ3834'KM (7.00 MI) NORTH OF GREENSBURG, 6.4 KM (4.00 MI) EAST OF THE
 BJ3834'LIVERPOOL LOOKOUT TOWER AND AT THE JUNCTION OF STATE HIGHWAYS 38 AND
 BJ3834'441, IN THE SOUTHEAST QUARTER OF SECTION 46, T 1 S, R 5 E.
 BJ3834'OWNERSHIP--MR. SHELBY ALFORD.
 BJ3834'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3834'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3834'TURN RIGHT AND GO WEST FOR 15.6 KM (9.70 MI) ON HIGHWAY 38 TO THE MARK
 BJ3834'ON THE LEFT IN THE SOUTHWEST QUARDRANT OF A INTERSECTION.
 BJ3834'THE STATION IS 26.5 M (86.9 FT) SOUTH FROM THE CENTER OF HIGHWAY 38,
 BJ3834'19.8 M (65.0 FT) WEST-SOUTHWEST FROM A POWER POLE, 19.8 M (65.0 FT)
 BJ3834'SOUTHWEST FROM A WITNESS POST AT REFERENCE MARK NUMBER 2, 14 M
 BJ3834'(45.9 FT) WEST FROM STATION MARK FORD AND 6.7 M (22.0 FT) NORTH FROM A
 BJ3834'24-INCH PINE TREE.  THE MARK IS PROJECTING 5 CM AND ABOUT LEVEL WITH
 BJ3834'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3836 ***********************************************************************
 BJ3836  DESIGNATION -  FORD RM 2
 BJ3836  PID         -  BJ3836
 BJ3836  STATE/COUNTY-  LA/ST HELENA
 BJ3836  USGS QUAD   -  LIVERPOOL (1981)
 BJ3836
 BJ3836                         *CURRENT SURVEY CONTROL
 BJ3836  ___________________________________________________________________
 BJ3836* NAD 83(1986)-  30 55 51.     (N)    090 39 37.     (W)     SCALED    
 BJ3836* NAVD 88     -        97.097  (meters)     318.56   (feet)  ADJUSTED  
 BJ3836  ___________________________________________________________________
 BJ3836  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3836  DYNAMIC HT  -          96.973 (meters)     318.15  (feet)  COMP
 BJ3836  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ3836
 BJ3836  VERT ORDER  -  SECOND    CLASS I
 BJ3836
 BJ3836.The horizontal coordinates were scaled from a topographic map and have
 BJ3836.an estimated accuracy of +/- 6 seconds.
 BJ3836
 BJ3836.The orthometric height was determined by differential leveling
 BJ3836.and adjusted by the National Geodetic Survey in February 1994..
 BJ3836
 BJ3836.The geoid height was determined by GEOID03.
 BJ3836
 BJ3836.The dynamic height is computed by dividing the NAVD 88
 BJ3836.geopotential number by the normal gravity value computed on the
 BJ3836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3836.degrees latitude (g = 980.6199 gals.).
 BJ3836
 BJ3836.The modeled gravity was interpolated from observed gravity values.
 BJ3836
 BJ3836;                    North         East    Units  Estimated Accuracy
 BJ3836;SPC LA S     -   269,650.    1,064,330.      MT  (+/- 180 meters Scaled)
 BJ3836
 BJ3836                          SUPERSEDED SURVEY CONTROL
 BJ3836
 BJ3836.No superseded survey control is available for this station.
 BJ3836
 BJ3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ235242(NAD 83)
 BJ3836_MARKER: DR = REFERENCE MARK DISK
 BJ3836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3836_SP_SET: CONCRETE POST
 BJ3836_STAMPING: FORD RM 2 1970
 BJ3836_MARK LOGO: LADH  
 BJ3836_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3836_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3836+STABILITY: SURFACE MOTION
 BJ3836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3836+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3836
 BJ3836  HISTORY     - Date     Condition        Report By
 BJ3836  HISTORY     - 1970     MONUMENTED       CGS
 BJ3836  HISTORY     - 1985     GOOD             LADTD
 BJ3836  HISTORY     - 19890524 GOOD             LADTD
 BJ3836
 BJ3836                          STATION DESCRIPTION
 BJ3836
 BJ3836'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3836'16 KM (9.95 MI) WEST FROM KENTWOOD.
 BJ3836'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ3836'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ3836'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 15.6 KM (9.7 MI) TO THE
 BJ3836'BENCH MARK ON THE LEFT IN THE SOUTHWEST QUADRANT OF THE INTERSECTION,
 BJ3836'11.9 METERS (39 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 38,
 BJ3836'11.9 METERS (39 FT) EAST NORTHEAST OF AN 8 INCH PINE TREE, 9.1 METERS
 BJ3836'(30 FT) NORTHWEST OF A POWER POLE, AND 4.9 METERS (16 FT) EAST OF A
 BJ3836'LDH RIGHT OF WAY MARKER.
 BJ3836'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3836
 BJ3836                          STATION RECOVERY (1989)
 BJ3836
 BJ3836'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3836'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) WEST OF KENTWOOD, 11.3
 BJ3836'KM (7.00 MI) NORTH OF GREENSBURG, 6.4 KM (4.00 MI) EAST OF THE
 BJ3836'LIVERPOOL LOOKOUT TOWER AND AT THE JUNCTION OF STATE HIGHWAYS 38 AND
 BJ3836'441, IN THE SOUTHEAST QUARTER OF SECTION 46, T 1 S, R 5 E.
 BJ3836'OWNERSHIP--MR. SHELBY ALFORD.
 BJ3836'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ3836'KM (0.20 MI) ON FIFTH STREET TO THE JUNCTION WITH STATE HIGHWAY 38.
 BJ3836'TURN RIGHT AND GO WEST FOR 15.6 KM (9.70 MI) ON HIGHWAY 38 TO THE MARK
 BJ3836'ON THE LEFT IN THE SOUTHWEST QUARDARNT OF A INTERSECTION.
 BJ3836'THE STATION IS 11.9 M (39.0 FT) SOUTH FROM THE CENTER OF HIGHWAY 38,
 BJ3836'11.9 M (39.0 FT) EAST-NORTHEAST FROM A 8-INCH PINE TREE, 16.6 M
 BJ3836'(54.5 FT) NORTH FROM STATION MARK FORD, 9.1 M (29.9 FT) NORTHWEST FROM
 BJ3836'A POWER POLE, 4.9 M (16.1 FT) EAST FROM A CONCRETE RIGHT-OF-WAY MARKER
 BJ3836'AND 0.6 M (2.0 FT) SOUTH FROM A METAL WITNESS POST.  THE MARK IS
 BJ3836'PROJECTING 5 CM ABOVE THE GROUND AND ABOUT 0.6 M (2.0 FT) ABOVE THE
 BJ3836'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5260 ***********************************************************************
 BJ5260  DESIGNATION -  FORDOCHE
 BJ5260  PID         -  BJ5260
 BJ5260  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5260  USGS QUAD   -  MELVILLE (1994)
 BJ5260
 BJ5260                         *CURRENT SURVEY CONTROL
 BJ5260  ___________________________________________________________________
 BJ5260* NAD 83(1992)-  30 39 35.31716(N)    091 38 36.54261(W)     ADJUSTED  
 BJ5260* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 BJ5260  ___________________________________________________________________
 BJ5260  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ5260  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ5260
 BJ5260  HORZ ORDER  -  FIRST
 BJ5260
 BJ5260.The horizontal coordinates were established by classical geodetic methods
 BJ5260.and adjusted by the National Geodetic Survey in January 1993..
 BJ5260
 BJ5260.The orthometric height was scaled from a topographic map.
 BJ5260
 BJ5260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5260
 BJ5260.The geoid height was determined by GEOID03.
 BJ5260
 BJ5260;                    North         East     Units Scale Factor Converg.
 BJ5260;SPC LA S     -   239,448.085   970,274.937   MT  0.99999170   -0 09 18.3
 BJ5260;SPC LA S     -   785,589.26  3,183,310.36   sFT  0.99999170   -0 09 18.3
 BJ5260;UTM  15      - 3,392,685.998   629,964.546   MT  0.99980836   +0 41 30.6
 BJ5260
 BJ5260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5260!SPC LA S     -   1.00000272  x   0.99999170  =   0.99999442
 BJ5260!UTM  15      -   1.00000272  x   0.99980836  =   0.99981108
 BJ5260
 BJ5260|---------------------------------------------------------------------|
 BJ5260| PID    Reference Object                     Distance      Geod. Az  |
 BJ5260|                                                           dddmmss.s |
 BJ5260| BJ5261 FORDOCHE 2                            2.743 METERS 06739     |
 BJ5260| CW1365 FORDOCHE RM 1                        45.760 METERS 06740     |
 BJ5260| CW1366 FORDOCHE RM 2                        45.461 METERS 15324     |
 BJ5260| BJ5259 MELVILLE MUNICIPAL TANK             APPROX.10.2 KM 2903106.4 |
 BJ5260| CW1364 FORDOCHE AZ MK                                     3262436.2 |
 BJ5260|---------------------------------------------------------------------|
 BJ5260
 BJ5260                          SUPERSEDED SURVEY CONTROL
 BJ5260
 BJ5260  NAD 83(1986)-  30 39 35.33625(N)    091 38 36.53738(W) AD(       ) 1
 BJ5260  NAD 27      -  30 39 34.66700(N)    091 38 36.12600(W) AD(       ) 1
 BJ5260
 BJ5260.Superseded values are not recommended for survey control.
 BJ5260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5260.See file dsdata.txt to determine how the superseded data were derived.
 BJ5260
 BJ5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2996592686(NAD 83)
 BJ5260_MARKER: DS = TRIANGULATION STATION DISK
 BJ5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5260
 BJ5260  HISTORY     - Date     Condition        Report By
 BJ5260  HISTORY     - 1935     MONUMENTED       CGS
 BJ5260  HISTORY     - 1957     GOOD             CGS
 BJ5260  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BJ5260
 BJ5260                          STATION DESCRIPTION
 BJ5260
 BJ5260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5260'ABOUT 9 MILES NW OF LIVONIA AND 6 MILES SE OF MELVILLE, IN
 BJ5260'A FENCED FIELD JUST OUTSIDE OF THE NW CORNER OF THE LOT
 BJ5260'IN FRONT OF A FARMHOUSE, ABOUT 75 YARDS W OF THE FARMHOUSE,
 BJ5260'ABOUT 50 YARDS SSE OF AN ABANDONED STORE BUILDING, 55.3
 BJ5260'FEET SE OF A 30-INCH PECAN TREE, IN THE RIGHT-OF-WAY OF STATE
 BJ5260'HIGHWAY 7, 40 FEET NE OF THE CENTER LINE OF THE ROAD, 8.5
 BJ5260'FEET NE OF THE NE RIGHT-OF-WAY FENCE LINE, 13.0 FEET NW OF
 BJ5260'THE FENCE LINE AT THE NW SIDE OF THE FARM LOT, AND 15.0 FEET
 BJ5260'NNW OF THE FENCE CORNER AT THE NW CORNER OF THE FARM LOT.
 BJ5260'
 BJ5260'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 BJ5260'THE MARK IS SET FLUSH
 BJ5260'WITH THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 1, A
 BJ5260'STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5260'SET FLUSH WITH THE GROUND, IS IN THE FARMHOUSE LOT,
 BJ5260'1 FOOT SE OF THE FENCELINE AT THE NW SIDE OF THE LOT, AND
 BJ5260'150.09 FEET (45.75 METERS) FROM THE STATION N 67 DEG 40 MIN E.
 BJ5260'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK
 BJ5260'SET IN CONCRETE, SET FLUSH WITH
 BJ5260'THE SURFACE, IS 2 FEET N OF THE GATEPOST AT THE DRIVE
 BJ5260'LEADING TO THE HOUSE, 33 FEET NE OF THE CENTER LINE OF THE
 BJ5260'ROAD, 203.54 FEET (62.04 METERS) FROM REFERENCE MARK
 BJ5260'NO. 1, AND 149.15 FEET (45.46 METERS) FROM THE STATION
 BJ5260'S 26 DEG 36 MIN E.
 BJ5260'
 BJ5260'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5260'PROJECTS 3 INCHES ABOVE THE GROUND
 BJ5260'AND IS IN THE PASTURE 3 FEET NE OF THE NE RIGHT-OF-WAY FENCE
 BJ5260'LINE, 27 FEET NE OF THE CENTER LINE OF HIGHWAY 7 ABOUT 100
 BJ5260'YARDS NW OF THE POINT WHERE THE ROAD CURVES NW, ABOUT 25
 BJ5260'YARDS SW OF A PROMINENT 30-INCH WILLOW TREE, AND APPROXIMATELY
 BJ5260'0.4 MILE FROM THE STATION N 33 DEG 35 MIN W.
 BJ5260
 BJ5260                          STATION RECOVERY (1957)
 BJ5260
 BJ5260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5260'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BJ5260'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE
 BJ5260'PUBLISHED DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 BJ5260'
 BJ5260'STATION IS LOCATED ABOUT 6 MILES SE OF MELVILLE IN A PASTURE
 BJ5260'ON THE ARGYLE PLANTATION ON THE NE SIDE OF LA. STATE HIGHWAY
 BJ5260'77.  ABOUT 370 FT. NW OF THE INTERSECTION OF HIGHWAY 77
 BJ5260'AND THE ROAD LEADING TO THE FARM BUILDINGS, 197.5 FT. SE OF
 BJ5260'A 30 INCH PECAN TREE, 144.5 FT. SW OF A TELEPHONE POLE, 106.8
 BJ5260'FT. N OF FENCE CORNER, 40 FT. NE OF THE CENTERLINE OF
 BJ5260'ROAD AND 11.9 FT. NE OF THE FENCE LINE.
 BJ5260'
 BJ5260'STATION IS MARKED BY A STANDARD DISK STAMPED FORDOCHE 1935
 BJ5260'AND IS FLUSH WITH THE GROUND.
 BJ5260'
 BJ5260'REFERENCE MARK NO. 1 IS NE OF THE STATION, 101.0 FT. SE
 BJ5260'OF A TELEPHONE POLE, AND 95.0 FT. NW OF NE-SW FENCE LINE.
 BJ5260'A STANDARD REFERENCE MARK DISK STAMPED FORDOCHE 1935 NO 1
 BJ5260'AND IS FLUSH WITH THE GROUND.
 BJ5260'
 BJ5260'REFERENCE MARK NO. 2 IS SE OF THE STATION, 43.0 FT. SE OF
 BJ5260'NE-SW FENCE AND 34 FT. NE OF CENTERLINE OF ROAD.  A STANDARD
 BJ5260'REFERENCE MARK DISK STAMPED FORDOCHE 1935 NO 2 AND PROJECTS
 BJ5260'2 INCHES.
 BJ5260'
 BJ5260'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILES NW OF THE STATION,
 BJ5260'72 FT. N OF A 12 INCH PECAN TREE ON W SIDE OF ROAD, 27 FT.
 BJ5260'NE OF THE CENTERLINE OF ROAD AND BENEATH THE WIRE FENCE.
 BJ5260'A STANDARD REFERENCE MARK DISK STAMPED FORDOCHE AZIMUTH
 BJ5260'PROJECTING 3 INCHES.
 BJ5260
 BJ5260                          STATION RECOVERY (1959)
 BJ5260
 BJ5260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BJ5260'THE STATION WAS VISITED 3-30-59 AND THE STATION SURFACE MARK,
 BJ5260'AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE FOUND DESTROYED.
 BJ5260'THE STATION UNDERGROUND MARK AND REFERENCE MARK NO. 1 WERE
 BJ5260'FOUND IN GOOD CONDITION.  A NEW STATION FORDOCHE 2 1959
 BJ5260'WAS ESTABLISHED 9.00 FEET NORTHEAST OF THE STATION AND ON
 BJ5260'LINE WITH REFERENCE MARK NO. 1.  REFERENCE MARK NO. 3 WAS
 BJ5260'ESTABLISHED FOR THE NEW STATION.  NO AZIMUTH MARK WAS
 BJ5260'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5261 ***********************************************************************
 BJ5261  DESIGNATION -  FORDOCHE 2
 BJ5261  PID         -  BJ5261
 BJ5261  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5261  USGS QUAD   -  MELVILLE (1994)
 BJ5261
 BJ5261                         *CURRENT SURVEY CONTROL
 BJ5261  ___________________________________________________________________
 BJ5261* NAD 83(1992)-  30 39 35.35102(N)    091 38 36.44731(W)     ADJUSTED  
 BJ5261* NAVD 88     -         9.60   (+/-2cm)      31.5    (feet)  VERTCON   
 BJ5261  ___________________________________________________________________
 BJ5261  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ5261  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ5261
 BJ5261  HORZ ORDER  -  SECOND
 BJ5261  VERT ORDER  -  THIRD ? (See Below)
 BJ5261
 BJ5261.The horizontal coordinates were established by classical geodetic methods
 BJ5261.and adjusted by the National Geodetic Survey in January 1993..
 BJ5261
 BJ5261.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5261.The vertical order pertains to the NGVD 29 superseded value.
 BJ5261
 BJ5261.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5261
 BJ5261.The geoid height was determined by GEOID03.
 BJ5261
 BJ5261;                    North         East     Units Scale Factor Converg.
 BJ5261;SPC LA S     -   239,449.120   970,277.476   MT  0.99999170   -0 09 18.2
 BJ5261;SPC LA S     -   785,592.65  3,183,318.69   sFT  0.99999170   -0 09 18.2
 BJ5261;UTM  15      - 3,392,687.072   629,967.070   MT  0.99980837   +0 41 30.7
 BJ5261
 BJ5261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5261!SPC LA S     -   1.00000279  x   0.99999170  =   0.99999449
 BJ5261!UTM  15      -   1.00000279  x   0.99980837  =   0.99981116
 BJ5261
 BJ5261|---------------------------------------------------------------------|
 BJ5261| PID    Reference Object                     Distance      Geod. Az  |
 BJ5261|                                                           dddmmss.s |
 BJ5261| CW1365 FORDOCHE RM 1                        43.017 METERS 06742     |
 BJ5261| CW1367 FORDOCHE 2 RM 3                      24.825 METERS 15037     |
 BJ5261| BJ5260 FORDOCHE                              2.743 METERS 24739     |
 BJ5261|---------------------------------------------------------------------|
 BJ5261
 BJ5261                          SUPERSEDED SURVEY CONTROL
 BJ5261
 BJ5261  NAD 83(1986)-  30 39 35.37011(N)    091 38 36.44209(W) AD(       ) 2
 BJ5261  NAD 27      -  30 39 34.70090(N)    091 38 36.03070(W) AD(       ) 2
 BJ5261  NGVD 29 (07/19/86)    9.60   (m)           31.5    (f) LEVELING    3  
 BJ5261
 BJ5261.Superseded values are not recommended for survey control.
 BJ5261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5261.See file dsdata.txt to determine how the superseded data were derived.
 BJ5261
 BJ5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2996792687(NAD 83)
 BJ5261_MARKER: DS = TRIANGULATION STATION DISK
 BJ5261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5261
 BJ5261  HISTORY     - Date     Condition        Report By
 BJ5261  HISTORY     - 1959     MONUMENTED       CGS
 BJ5261
 BJ5261                          STATION DESCRIPTION
 BJ5261
 BJ5261'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BJ5261'THE STATION IS LOCATED ABOUT 9 MILES (AIRLINE) NORTH-NORTHWEST
 BJ5261'OF LIVONIA, ABOUT 6.5 MILES SOUTHEAST OF MELVILLE, AND 0.75
 BJ5261'MILE DUE EAST OF THE ATCHAFALAYA FLOODWAY EAST LEVEE, ON
 BJ5261'THE RIGHT-OF-WAY OF STATE HIGHWAY 77 AND ABOUT 100 YARDS
 BJ5261'SOUTHWEST OF THE R.P. CALLICOTT FARM.  IT IS 138 FEET SOUTHWEST
 BJ5261'OF A POWER POLE IN THE PASTURE, 49 FEET NORTHEAST OF THE CENTER
 BJ5261'OF STATE HIGHWAY 77, 212 FEET SOUTH-SOUTHEAST OF A 2-FOOT
 BJ5261'CONCRETE CULVERT, 377 FEET NORTH-NORTHWEST OF THE CENTER
 BJ5261'OF THE DRIVEWAY LEADING NORTHEAST TO THE CALLICOTT FARM,
 BJ5261'113 FEET NORTH-NORTHWEST OF A T FENCE CORNER, 184 FEET
 BJ5261'SOUTH-SOUTHEAST OF A 3-FOOT OAK TREE, AND 1 FOOT NORTH OF A METAL
 BJ5261'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 BJ5261'DISK, STAMPED FORDOCHE 2 1959, PROJECTING 6 INCHES.
 BJ5261'
 BJ5261'REFERENCE MARK NO. 1 IS 141.13 FEET NORTHEAST OF THE STATION
 BJ5261'IN A PASTURE.  IT IS 189 FEET NORTHEAST OF THE CENTER OF THE
 BJ5261'HIGHWAY, 139 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCELINE,
 BJ5261'100.5 FEET EAST OF POWER POLE NO. 132 IN THE PASTURE, 82
 BJ5261'FEET NORTH OF A POWER LINE, 105 FEET SOUTHWEST OF A 3-FOOT
 BJ5261'OAK TREE AT A FENCE CORNER, AND 94.5 FEET NORTH-NORTHWEST
 BJ5261'OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED FORDOCHE
 BJ5261'NO 1 1935, FLUSH WITH THE GROUND.
 BJ5261'
 BJ5261'REFERENCE MARK NO. 3 IS 81.45 FEET EAST-SOUTHEAST OF THE
 BJ5261'STATION ON THE HIGHWAY RIGHT-OF-WAY, 1 FOOT WEST OF A FENCE
 BJ5261'LINE, 24 FEET NORTHWEST OF A T FENCE CORNER, 288 FEET NORTHWEST
 BJ5261'OF THE CENTER OF THE DRIVEWAY LEADING NORTHEAST TO THE FARM,
 BJ5261'AND 49 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BJ5261'IT IS A STANDARD DISK, STAMPED FORDOCHE 2 NO 3 1959, PROJECTING
 BJ5261'6 INCHES.
 BJ5261'
 BJ5261'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 BJ5261'
 BJ5261'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77
 BJ5261'AND U.S. HIGHWAY 190 AT LIVONIA GO NORTH ON STATE HIGHWAY
 BJ5261'77 FOR 6.3 MILES TO THE JUNCTION WITH STATE HIGHWAY 81,
 BJ5261'CONTINUE NORTH AND NORTHWEST ON STATE HIGHWAY 77 FOR 4.5
 BJ5261'MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4925 ***********************************************************************
 BJ4925  DESIGNATION -  FOREST
 BJ4925  PID         -  BJ4925
 BJ4925  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4925  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4925
 BJ4925                         *CURRENT SURVEY CONTROL
 BJ4925  ___________________________________________________________________
 BJ4925* NAD 83(1992)-  30 25 50.70643(N)    091 01 48.65675(W)     ADJUSTED  
 BJ4925* NAVD 88     -        11.7    (meters)      38.     (feet)  VERTCON   
 BJ4925  ___________________________________________________________________
 BJ4925  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ4925  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4925
 BJ4925  HORZ ORDER  -  FIRST
 BJ4925
 BJ4925.The horizontal coordinates were established by classical geodetic methods
 BJ4925.and adjusted by the National Geodetic Survey in January 1993..
 BJ4925
 BJ4925.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4925
 BJ4925.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4925
 BJ4925.The geoid height was determined by GEOID03.
 BJ4925
 BJ4925;                    North         East     Units Scale Factor Converg.
 BJ4925;SPC LA S     -   214,053.289 1,029,121.376   MT  0.99995379   +0 09 05.7
 BJ4925;SPC LA S     -   702,273.17  3,376,375.71   sFT  0.99995379   +0 09 05.7
 BJ4925;UTM  15      - 3,368,165.207   689,176.779   MT  1.00004152   +0 59 52.8
 BJ4925
 BJ4925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4925!SPC LA S     -   1.00000243  x   0.99995379  =   0.99995622
 BJ4925!UTM  15      -   1.00000243  x   1.00004152  =   1.00004395
 BJ4925
 BJ4925|---------------------------------------------------------------------|
 BJ4925| PID    Reference Object                     Distance      Geod. Az  |
 BJ4925|                                                           dddmmss.s |
 BJ4925| CW1369 FOREST RM 1                          29.390 METERS 07334     |
 BJ4925| BJ3930 CLAY CUT                            APPROX. 5.6 KM 1440032.3 |
 BJ4925| CW1368 FOREST AZ MK                                       1544840.7 |
 BJ4925| BJ4929 BATON ROUGE SOUND ENT RAD MAST      APPROX. 5.7 KM 2070802.8 |
 BJ4925| BJ4933 BATON ROUGE DIX ELEC RAD MAST       APPROX. 5.3 KM 2742650.0 |
 BJ4925| BJ4928 BATON ROUGE COUNTRY CLUB TANK       APPROX. 2.8 KM 2952704.2 |
 BJ4925| CW1370 FOREST RM 2                          66.419 METERS 29758     |
 BJ4925| BJ4926 BATON ROUGE WICKLAND TERR TANK      APPROX. 1.6 KM 3261741.4 |
 BJ4925|---------------------------------------------------------------------|
 BJ4925
 BJ4925                          SUPERSEDED SURVEY CONTROL
 BJ4925
 BJ4925  NAD 83(1986)-  30 25 50.72416(N)    091 01 48.65470(W) AD(       ) 1
 BJ4925  NAD 27      -  30 25 50.03701(N)    091 01 48.28302(W) AD(       ) 1
 BJ4925  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 BJ4925
 BJ4925.Superseded values are not recommended for survey control.
 BJ4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4925.See file dsdata.txt to determine how the superseded data were derived.
 BJ4925
 BJ4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8917768165(NAD 83)
 BJ4925_MARKER: DS = TRIANGULATION STATION DISK
 BJ4925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4925
 BJ4925  HISTORY     - Date     Condition        Report By
 BJ4925  HISTORY     - 1970     MONUMENTED       NGS
 BJ4925
 BJ4925                          STATION DESCRIPTION
 BJ4925
 BJ4925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4925'DISTANCE BETWEEN RM 1-RM 2 294.63 FEET OR (89.803) METERS.
 BJ4925'
 BJ4925'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST-SOUTHEAST OF CENTER OF
 BJ4925'BATON ROUGE, 5 MILES SOUTHWEST OF DENHAM SPRINGS, 3 MILES WEST OF
 BJ4925'THE AMITE RIVER AND NEAR THE NORTHWEST CORNER OF FOREST PARK.  IT IS
 BJ4925'IN THE SECTION 17, T 7 S, R 2 E, ON PROPERTY OF THE CITY-PARISH
 BJ4925'DEPARTMENT OF PUBLIC WORKS WHOS ADDRESS IS EAST BATON ROUGE
 BJ4925'PARISH, PARK AND RECREATION DEPARTMENT, POST OFFICE BOX 458, BATON
 BJ4925'ROUGE, LOUISIANA 70802.
 BJ4925'
 BJ4925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 (AIRLINE
 BJ4925'HIGHWAY) AND STATE HIGHWAY 426 (OLD HAMMOND HIGHWAY).  GO EAST ON
 BJ4925'STATE HIGHWAY 426 FOR 1.0 MILE TO A CROSS ROAD, CONTINUE EAST ON
 BJ4925'STATE HIGHWAY 426 FOR 0.5 MILE TO CROSS STREET.  TURN RIGHT ON
 BJ4925'SHERWOOD FOREST BOULEVARD AND GO EASTERLY FOR 0.45 MILE TO
 BJ4925'UNDERPASS OF INTERSTATE 12, CONTINUE SOUTHERLY ON SHERWOOD
 BJ4925'FOREST BOULEVARD FOR 0.1 MILE TO SERVICE ROAD ON THE LEFT, TURN LEFT
 BJ4925'AND GO EASTERLY ON THE SOUTH SIDE OF INTERSTATE 12 TO A SURFACED
 BJ4925'ROAD.  CONTINUE EAST ON SURFACED ROAD FOR 1.6 MILES TO THE
 BJ4925'STATION ON THE RIGHT.  AS DESCRIBED.  CONTINUE EASTERLY ON
 BJ4925'SURFACED ROAD FOR 0.1 MILE TO THE ENTRANCE TO THE PARK, TURN
 BJ4925'RIGHT PASSING THRU GATE AND GO SOUTHERLY FOR 0.1 MILE TO AZIMUTH
 BJ4925'MARK SET IN THE CURB OF CIRCLE DRIVE.
 BJ4925'
 BJ4925'STATION MARKS ARE STANDARD DISKS STAMPED FOREST 1970.  THE SURFACE
 BJ4925'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4925'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 219 FEET SOUTHEAST OF
 BJ4925'POWERLINE POLE, 98 FEET WEST OF POWERLINE POLE AND 74 FEET
 BJ4925'SOUTH-SOUTHEAST OF THE CENTERLINE OF SURFACED ROAD.  THE
 BJ4925'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BJ4925'42 INCHES BELOW THE GROUND SURFACE.
 BJ4925'
 BJ4925'REFERENCE MARK 1, A STANDARD DISK STAMPED FOREST NO 1 1970, SET IN
 BJ4925'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4925'GROUND SURFACE.  IT IS 24 FEET SOUTH OF THE CENTERLINE OF
 BJ4925'SURFACED ROAD, 17 FEET EAST-SOUTHEAST OF A 10 INCH ELM TREE AND 2
 BJ4925'FEET WEST OF POWERLINE POLE.
 BJ4925'
 BJ4925'REFERENCE MARK 2, A STANDARD DISK STAMPED FOREST NO 2 1970, SET IN
 BJ4925'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4925'GROUND SURFACE.  IT IS 60 FEET NORTHEAST OF A POWERLINE POLE, 25
 BJ4925'FEET SOUTH OF THE CENTERLINE OF SURFACED ROAD AND 2 FEET EAST OF A
 BJ4925'POWERLINE POLE.
 BJ4925'
 BJ4925'THE AZIMUTH MARK, A STANDARD DISK STAMPED FOREST 1970, IS SET IN
 BJ4925'DRILL HOLE IN THE WEST EDGE OF CATCH BASIN OF THE CURB OF CIRCLE
 BJ4925'DRIVE.  IT IS 97 FEET SOUTH OF THE JUNCTION OF THE CIRCLE, 77.5 FEET
 BJ4925'WEST OF A 20 INCH OAK TREE, 72 FEET NORTH OF AN 14 INCH OAK TREE
 BJ4925'AND 3 FEET WEST OF THE OPENING OF THE CATCH BASIN.
 BJ4925'
 BJ4925'HEIGHT OF LIGHT ABOVE STATION MARK 37.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2720 ***********************************************************************
 BX2720  DESIGNATION -  FOREST
 BX2720  PID         -  BX2720
 BX2720  STATE/COUNTY-  LA/RAPIDES
 BX2720  USGS QUAD   -  FOREST HILL (1993)
 BX2720
 BX2720                         *CURRENT SURVEY CONTROL
 BX2720  ___________________________________________________________________
 BX2720* NAD 83(1992)-  31 04 24.08446(N)    092 33 29.64118(W)     ADJUSTED  
 BX2720* NAVD 88     -        66.1    (meters)     217.     (feet)  VERTCON   
 BX2720  ___________________________________________________________________
 BX2720  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 BX2720  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BX2720
 BX2720  HORZ ORDER  -  SECOND
 BX2720
 BX2720.The horizontal coordinates were established by classical geodetic methods
 BX2720.and adjusted by the National Geodetic Survey in January 1993..
 BX2720
 BX2720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2720
 BX2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2720
 BX2720.The geoid height was determined by GEOID03.
 BX2720
 BX2720;                    North         East     Units Scale Factor Converg.
 BX2720;SPC LA N     -    63,574.275   994,442.575   MT  1.00002247   -0 01 50.8
 BX2720;SPC LA N     -   208,576.60  3,262,600.35   sFT  1.00002247   -0 01 50.8
 BX2720;UTM  15      - 3,437,815.608   542,141.570   MT  0.99962191   +0 13 40.9
 BX2720
 BX2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2720!SPC LA N     -   0.99999383  x   1.00002247  =   1.00001630
 BX2720!UTM  15      -   0.99999383  x   0.99962191  =   0.99961574
 BX2720
 BX2720:                Primary Azimuth Mark                     Grid Az
 BX2720:SPC LA N     -  FOREST AZ MK                             088 33 14.1
 BX2720:UTM  15      -  FOREST AZ MK                             088 17 42.4
 BX2720
 BX2720|---------------------------------------------------------------------|
 BX2720| PID    Reference Object                     Distance      Geod. Az  |
 BX2720|                                                           dddmmss.s |
 BX2720| CY3582 FOREST AZ MK                                       0883123.3 |
 BX2720| CY3583 FOREST RM 1                          18.196 METERS 09529     |
 BX2720| BX2618 FOREST HILL LANGFORD TELE MAST      APPROX. 7.1 KM 1233611.6 |
 BX2720| BX2721 FOREST LDH 1969 RM 2                 17.108 METERS 26728     |
 BX2720|---------------------------------------------------------------------|
 BX2720
 BX2720                          SUPERSEDED SURVEY CONTROL
 BX2720
 BX2720  NAD 83(1986)-  31 04 24.10404(N)    092 33 29.63522(W) AD(       ) 2
 BX2720  NAD 27      -  31 04 23.42459(N)    092 33 29.13449(W) AD(       ) 2
 BX2720  NGVD 29 (07/19/86)   66.1    (m)          217.     (f) VERT ANG       
 BX2720
 BX2720.Superseded values are not recommended for survey control.
 BX2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2720.See file dsdata.txt to determine how the superseded data were derived.
 BX2720
 BX2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4214237816(NAD 83)
 BX2720_MARKER: DD = SURVEY DISK
 BX2720_SETTING: 0 = UNSPECIFIED SETTING
 BX2720
 BX2720  HISTORY     - Date     Condition        Report By
 BX2720  HISTORY     - 1969     MONUMENTED       LADTD
 BX2720  HISTORY     - 19990424 GOOD             USPSQD
 BX2720
 BX2720                          STATION DESCRIPTION
 BX2720
 BX2720'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2720'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2720'U.S. COAST AND GEODETIC SURVEY DISK STAMPED FOREST 1969, IS SET
 BX2720'IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 BX2720'GROUND.  THE MARK IS 23.6 FEET SOUTH OF THE CENTER OF A
 BX2720'CONCRETE ROAD, 122.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BX2720'A CONCRETE FOUNDATION FOR AN OLD SERVICE STATION AT THE MOTOR
 BX2720'POOL (CAMP CLAIBORNE), 40.7 FEET SOUTHEAST OF AN INTERSECTION
 BX2720'OF TWO STREETS, 27.6 FEET NORTHWEST OF A 10 INCH PINE TREE AND
 BX2720'2.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BX2720'
 BX2720'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 71
 BX2720'AND U.S. HIGHWAY 165 IN ALEXANDRIA, DRIVE SOUTH ALONG
 BX2720'U.S. HIGHWAY 165 FOR 16.0 MILES TO ITS INTERSECTION WITH
 BX2720'STATE HIGHWAY 112, THENCE WEST ALONG STATE HIGHWAY 112 FOR
 BX2720'1.80 MILES TO A FORK.  TAKE THE LEFT FORK, A CONCRETE ROAD,
 BX2720'AND GO 0.28 MILE TO THE STATION WHICH IS ON THE LEFT SIDE OF
 BX2720'THE ROAD NEAR THE OLD MOTOR POOL OF AN ARMY CAMP.
 BX2720'
 BX2720'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2720'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED FOREST RM 1 1969,
 BX2720'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2720'ABOVE THE GROUND.  THE MARK IS 28 FEET SOUTHEAST OF THE CENTER
 BX2720'OF A ROAD, 80.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 BX2720'OLD SERVICE STATION, 26 FEET WEST OF THE CENTER OF A DRIVE TO
 BX2720'THE OLD SERVICE STATION AND 24.3 FEET NORTHEAST OF AN 8 INCH
 BX2720'PINE TREE.
 BX2720'
 BX2720'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2720'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED FOREST RM 2 1969,
 BX2720'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2720'ABOVE THE GROUND.  THE MARK IS 27 FEET SOUTH OF THE CENTER OF A
 BX2720'ROAD, 49.5 FEET SOUTHWEST OF THE INTERSECTION OF TWO ROADS,
 BX2720'28.2 FEET WEST OF A 10 INCH PINE TREE AND 33.9 FEET NORTHWEST
 BX2720'OF A 12 INCH PINE TREE.
 BX2720'
 BX2720'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2720'AND U.S.COAST AND GEODETIC SURVEY DISK STAMPED FOREST AZ MK 1969,
 BX2720'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2720'ABOVE THE GROUND.  THE MARK IS 2.3 FEET WEST OF A METAL WITNESS
 BX2720'POST AND SIGN, 37.6 FEET NORTH OF THE CENTER OF A ROAD LEADING
 BX2720'TO THE STATION, 45.3 FEET SOUTHWEST OF THE CENTER OF STATE
 BX2720'HIGHWAY 112, 125.8 FEET NORTHWEST OF THE INTERSECTION OF
 BX2720'STATE HIGHWAY 112 AND A ROAD LEADING TO THE STATION, 77.1 FEET
 BX2720'NORTH OF A FENCE AND 4.6 FEET NORTHEAST OF AN 8 INCH PINE
 BX2720'TREE.
 BX2720'
 BX2720'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ON A
 BX2720'CONCRETE ROAD FOR 0.28 MILE TO THE MARK WHICH IS ON THE NORTH
 BX2720'SIDE OF THE ROAD AT ITS INTERSECTION WITH STATE HIGHWAY 112.
 BX2720
 BX2720                          STATION RECOVERY (1999)
 BX2720
 BX2720'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2891 ***********************************************************************
 CP2891  DESIGNATION -  FOREST
 CP2891  PID         -  CP2891
 CP2891  STATE/COUNTY-  LA/WEST CARROLL
 CP2891  USGS QUAD   -  OAK GROVE (1988)
 CP2891
 CP2891                         *CURRENT SURVEY CONTROL
 CP2891  ___________________________________________________________________
 CP2891* NAD 83(1992)-  32 47 34.11950(N)    091 24 42.98096(W)     ADJUSTED  
 CP2891* NAVD 88     -        39.204  (meters)     128.62   (feet)  ADJUSTED  
 CP2891  ___________________________________________________________________
 CP2891  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CP2891  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP2891  DYNAMIC HT  -          39.161 (meters)     128.48  (feet)  COMP
 CP2891  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CP2891
 CP2891  HORZ ORDER  -  SECOND
 CP2891  VERT ORDER  -  SECOND    CLASS II
 CP2891
 CP2891.The horizontal coordinates were established by classical geodetic methods
 CP2891.and adjusted by the National Geodetic Survey in May 1994..
 CP2891
 CP2891.The orthometric height was determined by differential leveling
 CP2891.and adjusted by the National Geodetic Survey in June 1991..
 CP2891
 CP2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2891
 CP2891.The geoid height was determined by GEOID03.
 CP2891
 CP2891.The dynamic height is computed by dividing the NAVD 88
 CP2891.geopotential number by the normal gravity value computed on the
 CP2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2891.degrees latitude (g = 980.6199 gals.).
 CP2891
 CP2891.The modeled gravity was interpolated from observed gravity values.
 CP2891
 CP2891;                    North         East     Units Scale Factor Converg.
 CP2891;SPC LA N     -   254,738.150 1,101,921.244   MT  1.00003120   +0 34 30.9
 CP2891;SPC LA N     -   835,753.41  3,615,219.95   sFT  1.00003120   +0 34 30.9
 CP2891;UTM  15      - 3,629,434.640   648,703.721   MT  0.99987266   +0 51 36.9
 CP2891
 CP2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2891!SPC LA N     -   0.99999794  x   1.00003120  =   1.00002914
 CP2891!UTM  15      -   0.99999794  x   0.99987266  =   0.99987060
 CP2891
 CP2891:                Primary Azimuth Mark                     Grid Az
 CP2891:SPC LA N     -  OAK GROVE MUNICIPAL TANK                 013 44 46.1
 CP2891:UTM  15      -  OAK GROVE MUNICIPAL TANK                 013 27 40.1
 CP2891
 CP2891|---------------------------------------------------------------------|
 CP2891| PID    Reference Object                     Distance      Geod. Az  |
 CP2891|                                                           dddmmss.s |
 CP2891| CP2890 OAK GROVE MUNICIPAL TANK            APPROX. 8.0 KM 0141917.0 |
 CP2891| CP2885 JACKSON                             APPROX.12.3 KM 0201559.2 |
 CP2891| CP2889 OAK GROVE RAD STA KWCL MAST         APPROX. 9.0 KM 0342825.6 |
 CP2891| CP3193 FOREST RM 1                          38.475 METERS 07149     |
 CP2891| CP2892 FOREST MUNICIPAL TANK               424.208 METERS 2390328.5 |
 CP2891| CP3192 FOREST RM 2                          36.354 METERS 28354     |
 CP2891|---------------------------------------------------------------------|
 CP2891
 CP2891                          SUPERSEDED SURVEY CONTROL
 CP2891
 CP2891  NAD 83(1992)-  32 47 34.12160(N)    091 24 42.97916(W) AD(       ) 2
 CP2891  NAD 83(1986)-  32 47 34.13188(N)    091 24 42.97381(W) AD(       ) 2
 CP2891  NAD 27      -  32 47 33.65868(N)    091 24 42.55649(W) AD(       ) 2
 CP2891  NGVD 29 (07/19/86)   39.1    (m)          128.     (f) VERT ANG       
 CP2891
 CP2891.Superseded values are not recommended for survey control.
 CP2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2891.See file dsdata.txt to determine how the superseded data were derived.
 CP2891
 CP2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4870429435(NAD 83)
 CP2891_MARKER: DS = TRIANGULATION STATION DISK
 CP2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2891_SP_SET: CONCRETE POST
 CP2891_STAMPING: FOREST 1970
 CP2891_MARK LOGO: CGS   
 CP2891_PROJECTION: FLUSH
 CP2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2891+STABILITY: SURFACE MOTION
 CP2891
 CP2891  HISTORY     - Date     Condition        Report By
 CP2891  HISTORY     - 1970     MONUMENTED       NGS
 CP2891  HISTORY     - 1985     GOOD             LADTD
 CP2891
 CP2891                          STATION DESCRIPTION
 CP2891
 CP2891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2891'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 CP2891'
 CP2891'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 CP2891'
 CP2891'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF OAK
 CP2891'GROVE, IN THE SMALL TOWN OF FOREST, JUST EAST OF STATE HIGHWAY
 CP2891'17 AND ON THE PUBLIC SCHOOL GROUNDS.  IT IS IN THE NORTHEAST 1/4
 CP2891'OF SECTION 23, T 21 N, R 10 E.  THE SUPERINTENDENT OF WEST
 CP2891'CARROLL PARISH SCHOOLS, MR. L.H. WILLIS AND THE PRINCIPAL OF
 CP2891'FOREST SCHOOL, MR. T.L. HAMMETT WERE CONTACTED AND PERMISSION
 CP2891'GRANTED TO ERECT A TOWER.
 CP2891'
 CP2891'THE STATION MARKS ARE STANDARD DISKS STAMPED FOREST 1970.  THE
 CP2891'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2891'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 68 FEET
 CP2891'SOUTH OF THE CENTER OF THE PAVED STREET ON NORTH SIDE OF
 CP2891'PLAYGROUND, 60 FEET SOUTH EAST OF A 24-INCH OAK TREE AND IN THE
 CP2891'NORTH EDGE OF THE PLAYGROUND.
 CP2891'
 CP2891'REFERENCE MARK 1, A STANDARD DISK STAMPED FOREST NO 1 1970, IS
 CP2891'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2891'IS FLUSH WITH THE GROUND SURFACE.  IT IS 121 FEET EAST OF A
 CP2891'24-INCH OAK TREE, 46 FEET WEST OF A 10-INCH TWIN TRUNK CEDAR
 CP2891'TREE AND 28 FEET SOUTH OF THE PAVED STREET.
 CP2891'
 CP2891'REFERENCE MARK 2, A STANDARD DISK STAMPED FOREST NO 2 1970, IS
 CP2891'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2891'IS FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET WEST OF A
 CP2891'24-INCH OAK TREE, 58 FEET EAST OF A FENCE CORNER, 40 FEET SOUTH OF
 CP2891'THE PAVED ROAD AND 2 FEET NORTH OF A BASEBALL FIELD BOUNDRY LINE
 CP2891'POLE.
 CP2891'
 CP2891'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 CP2891'
 CP2891'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 CP2891
 CP2891                          STATION RECOVERY (1985)
 CP2891
 CP2891'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP2891'13.9 KM (8.7 MI) NORTH FROM DARNELL.
 CP2891'13.9 KM (8.65 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP2891'HIGHWAYS 17 AND 577 IN DARNELL TO THE SMALL TOWN OF FOREST AND THE
 CP2891'STATION MARK SET AT THE FOREST HIGH SCHOOL, 25.3 METERS (83 FEET)
 CP2891'WEST OF THE NORTHWEST CORNER OF THE FOREST HIGH SCHOOL GYM, 20.4
 CP2891'METERS (67 FEET) SOUTH OF THE CENTERLINE OF A ROAD LEADING TO THE
 CP2891'SCHOOL FROM STATE HIGHWAY 17 AND 9.5 METERS (31 FEET) SOUTH OF A 36
 CP2891'INCH OAK TREE .  THE STATION IS SET IN THE NORTH EDGE OF A
 CP2891'PLAYGROUND.
 CP2891'THE MARK IS ABOVE LEVEL WITH A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0100 ***********************************************************************
 BJ0100  DESIGNATION -  FOREST BOLT
 BJ0100  PID         -  BJ0100
 BJ0100  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0100  USGS QUAD   -  WALLS (1994)
 BJ0100
 BJ0100                         *CURRENT SURVEY CONTROL
 BJ0100  ___________________________________________________________________
 BJ0100* NAD 83(1986)-  30 30 50.     (N)    091 17 48.     (W)     SCALED    
 BJ0100* NAVD 88     -         7.295  (meters)      23.93   (feet)  ADJUSTED  
 BJ0100  ___________________________________________________________________
 BJ0100  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0100  DYNAMIC HT  -           7.285 (meters)      23.90  (feet)  COMP
 BJ0100  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 BJ0100
 BJ0100  VERT ORDER  -  FIRST     CLASS I
 BJ0100
 BJ0100.The horizontal coordinates were scaled from a topographic map and have
 BJ0100.an estimated accuracy of +/- 6 seconds.
 BJ0100
 BJ0100.The orthometric height was determined by differential leveling
 BJ0100.and adjusted by the National Geodetic Survey in February 1994..
 BJ0100
 BJ0100.The geoid height was determined by GEOID03.
 BJ0100
 BJ0100.The dynamic height is computed by dividing the NAVD 88
 BJ0100.geopotential number by the normal gravity value computed on the
 BJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0100.degrees latitude (g = 980.6199 gals.).
 BJ0100
 BJ0100.The modeled gravity was interpolated from observed gravity values.
 BJ0100
 BJ0100;                    North         East    Units  Estimated Accuracy
 BJ0100;SPC LA S     -   223,230.    1,003,520.      MT  (+/- 180 meters Scaled)
 BJ0100
 BJ0100                          SUPERSEDED SURVEY CONTROL
 BJ0100
 BJ0100  NAVD 88 (06/15/91)    7.320  (m)           24.02   (f) UNKNOWN     1 1
 BJ0100  NGVD 29 (??/??/??)    7.284  (m)           23.90   (f) ADJUSTED    1 1
 BJ0100
 BJ0100.Superseded values are not recommended for survey control.
 BJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0100.See file dsdata.txt to determine how the superseded data were derived.
 BJ0100
 BJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP634769(NAD 83)
 BJ0100_MARKER: B = BOLT
 BJ0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0100_STAMPING: PBM FOREST
 BJ0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0100
 BJ0100  HISTORY     - Date     Condition        Report By
 BJ0100  HISTORY     - UNK      MONUMENTED       DOD
 BJ0100  HISTORY     - 1964     GOOD             CGS
 BJ0100  HISTORY     - 1976     GOOD             NGS
 BJ0100
 BJ0100                          STATION DESCRIPTION
 BJ0100
 BJ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0100'1.9 MI S FROM DEVALL.
 BJ0100'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0100'ELEMENTARY SCHOOL AT DEVALL, 82 FEET WEST OF THE CENTER LINE OF THE
 BJ0100'HIGHWAY, 83 FEET SOUTH OF THE SOUTHEAST CORNER OF THE N.J. DAVID
 BJ0100'GROCERY, 86 FEET SOUTHWEST OF A POWER POLE BEARING A TRANSFORMER, 43
 BJ0100'FEET WEST OF A FENCE, 43.0 FEET WEST OF A WOODEN WITNESS POST, ABOUT 4
 BJ0100'FEET ABOVE THE LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN CONCRETE
 BJ0100'ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0100'THROUGH A 5-INCH CAST IRON PIPE BEARING A CAP WHICH PROJECTS 15
 BJ0100'INCHES.
 BJ0100
 BJ0100                          STATION RECOVERY (1976)
 BJ0100
 BJ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0100'2.0 MILES SOUTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0100'SCHOOL AT DEVALL, AT JUNCTION OF A GRAVELLED ROAD LEADING SOUTHWEST,
 BJ0100'82 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FT SOUTHEAST
 BJ0100'OF THE CENTER LINE OF THE ROAD, 81.5 FT SOUTH-SOUTHEAST OF AND ACROSS
 BJ0100'THE ROAD FROM THE EAST CORNER OF DAVIDS BRICK STORE BUILDING,
 BJ0100'86.5 FT SOUTH OF AND ACROSS THE ROAD FROM A POWER LINE POLE WITH
 BJ0100'A LIGHT AND 2 TRANSFORMER, A COPPER BOLT SET IN CONCRETE 2.1 FT
 BJ0100'BELOW GROUND, ACCESS IS HAD THROUGH IN A 4-INCH PLASTIC PIPE
 BJ0100'PROJECTING 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1856 ***********************************************************************
 BJ1856  DESIGNATION -  FOREST CAP
 BJ1856  PID         -  BJ1856
 BJ1856  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1856  USGS QUAD   -  WALLS (1994)
 BJ1856
 BJ1856                         *CURRENT SURVEY CONTROL
 BJ1856  ___________________________________________________________________
 BJ1856* NAD 83(1986)-  30 30 50.     (N)    091 17 48.     (W)     SCALED    
 BJ1856* NAVD 88     -         8.52   (+/-2cm)      28.0    (feet)  VERTCON   
 BJ1856  ___________________________________________________________________
 BJ1856  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ1856
 BJ1856  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1856
 BJ1856.The horizontal coordinates were scaled from a topographic map and have
 BJ1856.an estimated accuracy of +/- 6 seconds.
 BJ1856
 BJ1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1856.The vertical order pertains to the NGVD 29 superseded value.
 BJ1856
 BJ1856.The geoid height was determined by GEOID03.
 BJ1856
 BJ1856;                    North         East    Units  Estimated Accuracy
 BJ1856;SPC LA S     -   223,230.    1,003,520.      MT  (+/- 180 meters Scaled)
 BJ1856
 BJ1856                          SUPERSEDED SURVEY CONTROL
 BJ1856
 BJ1856  NGVD 29 (??/??/??)    8.512  (m)           27.93   (f) ADJUSTED    1 2
 BJ1856
 BJ1856.Superseded values are not recommended for survey control.
 BJ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1856.See file dsdata.txt to determine how the superseded data were derived.
 BJ1856
 BJ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP634769(NAD 83)
 BJ1856_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1856_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1856_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1856_STAMPING: PBM FOREST
 BJ1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1856
 BJ1856  HISTORY     - Date     Condition        Report By
 BJ1856  HISTORY     - UNK      MONUMENTED       DOD
 BJ1856  HISTORY     - 1964     GOOD             CGS
 BJ1856
 BJ1856                          STATION DESCRIPTION
 BJ1856
 BJ1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1856'1.9 MI S FROM DEVALL.
 BJ1856'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ1856'ELEMENTARY SCHOOL AT DEVALL, 82 FEET WEST OF THE CENTER LINE OF THE
 BJ1856'HIGHWAY, 83 FEET SOUTH OF THE SOUTHEAST CORNER OF THE N.J. DAVID
 BJ1856'GROCERY, 86 FEET SOUTHWEST OF A POWER POLE BEARING A TRANSFORMER, 43
 BJ1856'FEET WEST OF A FENCE, 43.0 FEET WEST OF A WOODEN WITNESS POST, ABOUT 4
 BJ1856'FEET ABOVE THE LEVEL OF THE HIGHWAY, A 5-INCH CAST IRON PIPE BEARING A
 BJ1856'CAP WHICH PROJECTS 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2618 ***********************************************************************
 BX2618  DESIGNATION -  FOREST HILL LANGFORD TELE MAST
 BX2618  PID         -  BX2618
 BX2618  STATE/COUNTY-  LA/RAPIDES
 BX2618  USGS QUAD   -  LECOMPTE (1992)
 BX2618
 BX2618                         *CURRENT SURVEY CONTROL
 BX2618  ___________________________________________________________________
 BX2618* NAD 83(1992)-  31 02 15.75311(N)    092 29 45.44296(W)     ADJUSTED  
 BX2618* NAVD 88     -                                                        
 BX2618  ___________________________________________________________________
 BX2618  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BX2618  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX2618
 BX2618  HORZ ORDER  -  THIRD
 BX2618
 BX2618.The horizontal coordinates were established by classical geodetic methods
 BX2618.and adjusted by the National Geodetic Survey in January 1993..
 BX2618
 BX2618
 BX2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2618
 BX2618.The geoid height was determined by GEOID03.
 BX2618
 BX2618;                    North         East     Units Scale Factor Converg.
 BX2618;SPC LA N     -    59,620.418 1,000,386.043   MT  1.00003174   +0 00 07.7
 BX2618;SPC LA N     -   195,604.65  3,282,099.88   sFT  1.00003174   +0 00 07.7
 BX2618;UTM  15      - 3,433,890.162   548,100.406   MT  0.99962854   +0 15 35.6
 BX2618
 BX2618                          SUPERSEDED SURVEY CONTROL
 BX2618
 BX2618  NAD 83(1986)-  31 02 15.77279(N)    092 29 45.43677(W) AD(       ) 4
 BX2618  NAD 27      -  31 02 15.09043(N)    092 29 44.94486(W) AD(       ) 3
 BX2618
 BX2618.Superseded values are not recommended for survey control.
 BX2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2618.See file dsdata.txt to determine how the superseded data were derived.
 BX2618
 BX2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4810033890(NAD 83)
 BX2618_MARKER: 42 = RADIO/TV MAST
 BX2618
 BX2618  HISTORY     - Date     Condition        Report By
 BX2618  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2618  HISTORY     - 19990424 GOOD             USPSQD
 BX2618
 BX2618                          STATION DESCRIPTION
 BX2618
 BX2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2618'THE STATION IS THE FLASING RED LIGHT AT THE APEX OF THE FINIAL
 BX2618'ATOP THE MAST.  IT IS A TRIANGULAR SHAPED STEEL STRUCTURE,
 BX2618'PAINTED ALTERNATELY RED AND WHITE, SUPPORTING A ROUND FINIAL
 BX2618'ABOUT 85 FEET HIGH WITH AN OVERALL HEIGHT OF 1586 FEET.
 BX2618'
 BX2618'IT IS LOCATED ON PROPERTY OWNED BY THE LANGFORD TELECASTING
 BX2618'COMPANY OF ALEXANDRIA, LOUISIANA ABOUT 2 MILES EAST OF
 BX2618'FOREST HILL.
 BX2618'
 BX2618'TO REACH FROM THE POST OFFICE IN FOREST HILL GO SOUTH ON
 BX2618'STATE HIGHWAY 497 FOR 0.1 MILE TO A SIDE ROAD LEFT AT THE
 BX2618'NORTH SIDE OF SCHOOL.  TURN LEFT, EASTERLY, FOR 1.0 MILE TO
 BX2618'FORKS.  TAKE LEFT FORK, EASTERLY, FOR 1.0 MILE TO A SIDE ROAD
 BX2618'LEFT.  TURN LEFT, NORTHERLY, FOR 0.3 MILE TO LARGE BUILDING
 BX2618'AND THE MAST.
 BX2618
 BX2618                          STATION RECOVERY (1999)
 BX2618
 BX2618'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2617 ***********************************************************************
 BX2617  DESIGNATION -  FOREST HILL TENN GAS CO MICRO
 BX2617  PID         -  BX2617
 BX2617  STATE/COUNTY-  LA/RAPIDES
 BX2617  USGS QUAD   -  LECOMPTE (1992)
 BX2617
 BX2617                         *CURRENT SURVEY CONTROL
 BX2617  ___________________________________________________________________
 BX2617* NAD 83(1992)-  31 03 37.26159(N)    092 29 38.34459(W)     ADJUSTED  
 BX2617* NAVD 88     -                                                        
 BX2617  ___________________________________________________________________
 BX2617  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BX2617  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX2617
 BX2617  HORZ ORDER  -  THIRD
 BX2617
 BX2617.The horizontal coordinates were established by classical geodetic methods
 BX2617.and adjusted by the National Geodetic Survey in January 1993..
 BX2617
 BX2617
 BX2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2617
 BX2617.The geoid height was determined by GEOID03.
 BX2617
 BX2617;                    North         East     Units Scale Factor Converg.
 BX2617;SPC LA N     -    62,130.740 1,000,574.148   MT  1.00002581   +0 00 11.4
 BX2617;SPC LA N     -   203,840.60  3,282,717.02   sFT  1.00002581   +0 00 11.4
 BX2617;UTM  15      - 3,436,400.301   548,277.142   MT  0.99962875   +0 15 39.9
 BX2617
 BX2617                          SUPERSEDED SURVEY CONTROL
 BX2617
 BX2617  NAD 83(1986)-  31 03 37.28125(N)    092 29 38.33831(W) AD(       ) 4
 BX2617  NAD 27      -  31 03 36.60076(N)    092 29 37.84627(W) AD(       ) 3
 BX2617
 BX2617.Superseded values are not recommended for survey control.
 BX2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2617.See file dsdata.txt to determine how the superseded data were derived.
 BX2617
 BX2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4827736400(NAD 83)
 BX2617_MARKER: 42 = RADIO/TV MAST
 BX2617
 BX2617  HISTORY     - Date     Condition        Report By
 BX2617  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2617  HISTORY     - 19990424 GOOD             USPSQD
 BX2617
 BX2617                          STATION DESCRIPTION
 BX2617
 BX2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2617'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE
 BX2617'MAST.  IT IS LOCATED ABOUT 3 MILES EAST OF FOREST HILL AND
 BX2617'100 YARDS NORTH OF STATE HIGHWAY 112.  THE MAST IS A TRIANGULAR
 BX2617'STEEL STRUCTURE, PAINTED ALTERNATELY RED AND WHITE WITH AN
 BX2617'OVERALL HEIGHT OF 150 FEET.
 BX2617'
 BX2617'IT IS OWNED BY THE TENNESSEE GAS AND TRANSMISSION CORPORATION.
 BX2617'
 BX2617'TO REACH THE STATION FROM THE POST OFFICE IN FOREST HILL
 BX2617'GO EASTERLY ON STATE HIGHWAY 112 FOR 2.9 MILE TO THE STATION
 BX2617'ON THE LEFT.
 BX2617
 BX2617                          STATION RECOVERY (1999)
 BX2617
 BX2617'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2892 ***********************************************************************
 CP2892  DESIGNATION -  FOREST MUNICIPAL TANK
 CP2892  PID         -  CP2892
 CP2892  STATE/COUNTY-  LA/WEST CARROLL
 CP2892  USGS QUAD   -  OAK GROVE (1988)
 CP2892
 CP2892                         *CURRENT SURVEY CONTROL
 CP2892  ___________________________________________________________________
 CP2892* NAD 83(1992)-  32 47 27.03893(N)    091 24 56.96381(W)     ADJUSTED  
 CP2892* NAVD 88     -                                                        
 CP2892  ___________________________________________________________________
 CP2892  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CP2892  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP2892
 CP2892  HORZ ORDER  -  THIRD
 CP2892
 CP2892.The horizontal coordinates were established by classical geodetic methods
 CP2892.and adjusted by the National Geodetic Survey in May 1994..
 CP2892
 CP2892
 CP2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2892
 CP2892.The geoid height was determined by GEOID03.
 CP2892
 CP2892;                    North         East     Units Scale Factor Converg.
 CP2892;SPC LA N     -   254,516.386 1,101,559.603   MT  1.00003067   +0 34 23.5
 CP2892;SPC LA N     -   835,025.84  3,614,033.46   sFT  1.00003067   +0 34 23.5
 CP2892;UTM  15      - 3,629,211.115   648,343.245   MT  0.99987134   +0 51 29.2
 CP2892
 CP2892                          SUPERSEDED SURVEY CONTROL
 CP2892
 CP2892  NAD 83(1992)-  32 47 27.03968(N)    091 24 56.96437(W) AD(       ) 4
 CP2892  NAD 83(1986)-  32 47 27.05156(N)    091 24 56.95622(W) AD(       ) 4
 CP2892  NAD 27      -  32 47 26.57814(N)    091 24 56.53880(W) AD(       ) 3
 CP2892
 CP2892.Superseded values are not recommended for survey control.
 CP2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2892.See file dsdata.txt to determine how the superseded data were derived.
 CP2892
 CP2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4834329211(NAD 83)
 CP2892_MARKER: 53 = ELEVATED TANK
 CP2892
 CP2892  HISTORY     - Date     Condition        Report By
 CP2892  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2892
 CP2892                          STATION DESCRIPTION
 CP2892
 CP2892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2892'A STEEL TANK, 125 FEET IN HEIGHT, BLUE IN COLOR, SUPPORTED BY
 CP2892'4 STEEL LEGS.
 CP2892'
 CP2892'FOREST MUNICIPAL WATER TANK IS LOCATED IN THE SOUTHWEST SECTION
 CP2892'OF THE SMALL VILLAGE OF FOREST WHICH IS ABOUT 4-1/2 MILES
 CP2892'SOUTH-SOUTHWEST OF OAK GROVE.
 CP2892'
 CP2892'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3193 ***********************************************************************
 CP3193  DESIGNATION -  FOREST RM 1
 CP3193  PID         -  CP3193
 CP3193  STATE/COUNTY-  LA/WEST CARROLL
 CP3193  USGS QUAD   -  OAK GROVE (1988)
 CP3193
 CP3193                         *CURRENT SURVEY CONTROL
 CP3193  ___________________________________________________________________
 CP3193* NAD 83(1986)-  32 47 34.     (N)    091 24 43.     (W)     SCALED    
 CP3193* NAVD 88     -        39.138  (meters)     128.41   (feet)  ADJUSTED  
 CP3193  ___________________________________________________________________
 CP3193  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3193  DYNAMIC HT  -          39.095 (meters)     128.26  (feet)  COMP
 CP3193  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 CP3193
 CP3193  VERT ORDER  -  SECOND    CLASS II
 CP3193
 CP3193.The horizontal coordinates were scaled from a topographic map and have
 CP3193.an estimated accuracy of +/- 6 seconds.
 CP3193
 CP3193.The orthometric height was determined by differential leveling
 CP3193.and adjusted by the National Geodetic Survey in June 1991..
 CP3193
 CP3193.The geoid height was determined by GEOID03.
 CP3193
 CP3193.The dynamic height is computed by dividing the NAVD 88
 CP3193.geopotential number by the normal gravity value computed on the
 CP3193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3193.degrees latitude (g = 980.6199 gals.).
 CP3193
 CP3193.The modeled gravity was interpolated from observed gravity values.
 CP3193
 CP3193;                    North         East    Units  Estimated Accuracy
 CP3193;SPC LA N     -   254,730.    1,101,920.      MT  (+/- 180 meters Scaled)
 CP3193
 CP3193                          SUPERSEDED SURVEY CONTROL
 CP3193
 CP3193.No superseded survey control is available for this station.
 CP3193
 CP3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS487294(NAD 83)
 CP3193_MARKER: DR = REFERENCE MARK DISK
 CP3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3193_SP_SET: CONCRETE POST
 CP3193_STAMPING: FOREST NO 1 1970
 CP3193_MARK LOGO: CGS   
 CP3193_PROJECTION: FLUSH
 CP3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3193+STABILITY: SURFACE MOTION
 CP3193
 CP3193  HISTORY     - Date     Condition        Report By
 CP3193  HISTORY     - 1970     MONUMENTED       NGS
 CP3193  HISTORY     - 1985     GOOD             LADTD
 CP3193
 CP3193                          STATION DESCRIPTION
 CP3193
 CP3193'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3193'13.9 KM (8.7 MI) NORTH FROM DARNELL.
 CP3193'13.9 KM (8.7 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3193'HIGHWAYS 17 AND 577 IN DARNELL TO THE SMALL TOWN OF FOREST AND A
 CP3193'PAVED ROAD ON THE RIGHT LEADING TO THE FOREST HIGH SCHOOL AND THE
 CP3193'MARK ON THE RIGHT, 39.9 METERS (121 FEET) EAST OF A 24 INCH OAK TREE,
 CP3193'14 METERS (46 FEET) SOUTH OF A PAVED ROAD AND 17.4 METERS (57 FEET)
 CP3193'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A GYM.
 CP3193'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3192 ***********************************************************************
 CP3192  DESIGNATION -  FOREST RM 2
 CP3192  PID         -  CP3192
 CP3192  STATE/COUNTY-  LA/WEST CARROLL
 CP3192  USGS QUAD   -  OAK GROVE (1988)
 CP3192
 CP3192                         *CURRENT SURVEY CONTROL
 CP3192  ___________________________________________________________________
 CP3192* NAD 83(1986)-  32 47 34.     (N)    091 24 43.     (W)     SCALED    
 CP3192* NAVD 88     -        38.998  (meters)     127.95   (feet)  ADJUSTED  
 CP3192  ___________________________________________________________________
 CP3192  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3192  DYNAMIC HT  -          38.955 (meters)     127.80  (feet)  COMP
 CP3192  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 CP3192
 CP3192  VERT ORDER  -  SECOND    CLASS II
 CP3192
 CP3192.The horizontal coordinates were scaled from a topographic map and have
 CP3192.an estimated accuracy of +/- 6 seconds.
 CP3192
 CP3192.The orthometric height was determined by differential leveling
 CP3192.and adjusted by the National Geodetic Survey in June 1991..
 CP3192
 CP3192.The geoid height was determined by GEOID03.
 CP3192
 CP3192.The dynamic height is computed by dividing the NAVD 88
 CP3192.geopotential number by the normal gravity value computed on the
 CP3192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3192.degrees latitude (g = 980.6199 gals.).
 CP3192
 CP3192.The modeled gravity was interpolated from observed gravity values.
 CP3192
 CP3192;                    North         East    Units  Estimated Accuracy
 CP3192;SPC LA N     -   254,730.    1,101,920.      MT  (+/- 180 meters Scaled)
 CP3192
 CP3192                          SUPERSEDED SURVEY CONTROL
 CP3192
 CP3192.No superseded survey control is available for this station.
 CP3192
 CP3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS487294(NAD 83)
 CP3192_MARKER: DR = REFERENCE MARK DISK
 CP3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3192_SP_SET: CONCRETE POST
 CP3192_STAMPING: FOREST NO 2 1970
 CP3192_MARK LOGO: CGS   
 CP3192_PROJECTION: FLUSH
 CP3192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3192+STABILITY: SURFACE MOTION
 CP3192
 CP3192  HISTORY     - Date     Condition        Report By
 CP3192  HISTORY     - 1970     MONUMENTED       NGS
 CP3192  HISTORY     - 1985     GOOD             LADTD
 CP3192
 CP3192                          STATION DESCRIPTION
 CP3192
 CP3192'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3192'13.9 KM (8.7 MI) NORTH FROM DARNELL.
 CP3192'13.9 KM (8.7 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3192'HIGHWAYS 17 AND 577 IN DARNELL TO THE SMALL TOWN OF FOREST AND A
 CP3192'PAVED ROAD ON THE RIGHT WHICH LEADS TO THE FOREST HIGH SCHOOL AND THE
 CP3192'REFERENCE MARK SET ON THE SOUTH SIDE OF THE ROAD, 61.9 METERS (203
 CP3192'FEET) WEST OF THE NORTHWEST CORNER OF THE GYM, 12.2 METERS (40 FEET)
 CP3192'SOUTH OF A ROAD RUNNING EAST AND WEST, 20.1 METERS (66 FEET) WEST OF
 CP3192'A 24 INCH OAK TREE AND 17.7 METERS (58 FEET) EAST OF A FENCE CORNER.
 CP3192'THE MARK IS 0.61 METERS  N FROM  BASEBALL BOUNDRY POLE
 CP3192'THE MARK IS ABOVE LEVEL WITH A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3447 ***********************************************************************
 AU3447  DESIGNATION -  FORET
 AU3447  PID         -  AU3447
 AU3447  STATE/COUNTY-  LA/TERREBONNE
 AU3447  USGS QUAD   -  COCODRIE (1994)
 AU3447
 AU3447                         *CURRENT SURVEY CONTROL
 AU3447  ___________________________________________________________________
 AU3447* NAD 83(1992)-  29 14 43.03089(N)    090 39 42.37716(W)     ADJUSTED  
 AU3447* NAVD 88     -         8.16   (+/-2cm)      26.8  **(feet)  VERTCON   
 AU3447  **This station is located in a subsidence area (see below).
 AU3447  ___________________________________________________________________
 AU3447  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU3447  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AU3447
 AU3447  HORZ ORDER  -  THIRD
 AU3447  VERT ORDER  -  THIRD ? (See Below)
 AU3447
 AU3447.The horizontal coordinates were established by classical geodetic methods
 AU3447.and adjusted by the National Geodetic Survey in January 1993..
 AU3447
 AU3447 ** The orthometric height has not been validated since last determined
 AU3447 ** by differential leveling and should not be used for control purposes.
 AU3447 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3447 ** area with valid NAVD 88 orthometric heights.
 AU3447 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3447 ** epoch indicated which incorporates improved geoid heights for the
 AU3447 ** Southern Louisiana Subsidence area.
 AU3447 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3447.The vertical order pertains to the NGVD 29 superseded value.
 AU3447
 AU3447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3447
 AU3447.The geoid height was determined by GEOID03.
 AU3447
 AU3447;                    North         East     Units Scale Factor Converg.
 AU3447;SPC LA S     -    82,804.435 1,065,281.586   MT  1.00001203   +0 20 08.8
 AU3447;SPC LA S     -   271,667.55  3,495,011.34   sFT  1.00001203   +0 20 08.8
 AU3447;UTM  15      - 3,237,427.819   727,236.756   MT  1.00023722   +1 08 34.2
 AU3447
 AU3447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3447!SPC LA S     -   1.00000256  x   1.00001203  =   1.00001459
 AU3447!UTM  15      -   1.00000256  x   1.00023722  =   1.00023978
 AU3447
 AU3447                          SUPERSEDED SURVEY CONTROL
 AU3447
 AU3447  NAD 83(1986)-  29 14 43.04807(N)    090 39 42.38853(W) AD(       ) 3
 AU3447  NGVD 29 (08/28/92)    8.10   (m)           26.6    (f) LEVELING    3  
 AU3447
 AU3447.Superseded values are not recommended for survey control.
 AU3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3447.See file dsdata.txt to determine how the superseded data were derived.
 AU3447
 AU3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2723737428(NAD 83)
 AU3447_MARKER: DS = TRIANGULATION STATION DISK
 AU3447_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AU3447+WITH SETTING: PAVEMENT
 AU3447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3447+STABILITY: SURFACE MOTION
 AU3447
 AU3447  HISTORY     - Date     Condition        Report By
 AU3447  HISTORY     - 1985     MONUMENTED       NGS
 AU3447
 AU3447                          STATION DESCRIPTION
 AU3447
 AU3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (TLH)
 AU3447'THE STATION IS LOCATED AT COCODRIE, ON THE TOP NORTHEAST CORNER OF
 AU3447'THE CONCRETE STRUCTURE ICEHOUSE, WITH A METAL BUILDING ON THE TOP OF
 AU3447'THE CONCRETE STRUCTURE.  THE CONCRETE STRUCTURE HAS A PIPE GUARDRAIL
 AU3447'AROUND THE NORTH, EAST AND WEST SIDES, WITH A STAIRWAY ON THE WEST
 AU3447'SIDE OF THE BUILDING LEADS TO THE TOP OF THE CONCRETE STRUCTURE.
 AU3447'OWNERSHIP--MR. PERCY FORET, COCODRIE, LOUISIANA.
 AU3447'
 AU3447'THE STATION MARK IS SET IN A DRILL  HOLE ON THE TOP, AT THE NORTHEAST
 AU3447'CORNER OF THE CONCRETE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0774 ***********************************************************************
 AV0774  DESIGNATION -  FORK
 AV0774  PID         -  AV0774
 AV0774  STATE/COUNTY-  LA/CAMERON
 AV0774  USGS QUAD   -  BOUDREAUX LAKE (1982)
 AV0774
 AV0774                         *CURRENT SURVEY CONTROL
 AV0774  ___________________________________________________________________
 AV0774* NAD 83(1992)-  29 56 08.44721(N)    093 06 52.63748(W)     ADJUSTED  
 AV0774* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0774  **This station is located in a subsidence area (see below).
 AV0774  ___________________________________________________________________
 AV0774  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AV0774  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0774
 AV0774  HORZ ORDER  -  THIRD
 AV0774
 AV0774.The horizontal coordinates were established by classical geodetic methods
 AV0774.and adjusted by the National Geodetic Survey in January 1993..
 AV0774
 AV0774 ** The orthometric height has not been validated since last determined
 AV0774 ** by differential leveling and should not be used for control purposes.
 AV0774 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0774 ** area with valid NAVD 88 orthometric heights.
 AV0774 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0774 ** epoch indicated which incorporates improved geoid heights for the
 AV0774 ** Southern Louisiana Subsidence area.
 AV0774 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0774.The orthometric height was scaled from a topographic map.
 AV0774
 AV0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0774
 AV0774.The geoid height was determined by GEOID03.
 AV0774
 AV0774;                    North         East     Units Scale Factor Converg.
 AV0774;SPC LA S     -   160,473.522   828,038.988   MT  0.99992639   -0 53 26.4
 AV0774;SPC LA S     -   526,486.88  2,716,657.91   sFT  0.99992639   -0 53 26.4
 AV0774;UTM  15      - 3,311,663.708   488,937.894   MT  0.99960151   -0 03 25.9
 AV0774
 AV0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0774!SPC LA S     -   1.00000423  x   0.99992639  =   0.99993062
 AV0774!UTM  15      -   1.00000423  x   0.99960151  =   0.99960574
 AV0774
 AV0774|---------------------------------------------------------------------|
 AV0774| PID    Reference Object                     Distance      Geod. Az  |
 AV0774|                                                           dddmmss.s |
 AV0774| CV9800 FORK RM 1                            17.176 METERS 18448     |
 AV0774| AV0797 SWEET                               APPROX. 3.4 KM 2670408.0 |
 AV0774|---------------------------------------------------------------------|
 AV0774
 AV0774                          SUPERSEDED SURVEY CONTROL
 AV0774
 AV0774  NAD 83(1986)-  29 56 08.47219(N)    093 06 52.62380(W) AD(       ) 3
 AV0774  NAD 27      -  29 56 07.70000(N)    093 06 52.05000(W) AD(       ) 3
 AV0774
 AV0774.Superseded values are not recommended for survey control.
 AV0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0774.See file dsdata.txt to determine how the superseded data were derived.
 AV0774
 AV0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8893811664(NAD 83)
 AV0774_MARKER: DS = TRIANGULATION STATION DISK
 AV0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0774
 AV0774  HISTORY     - Date     Condition        Report By
 AV0774  HISTORY     - 1934     MONUMENTED       CGS
 AV0774  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0774
 AV0774                          STATION DESCRIPTION
 AV0774
 AV0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0774'STATION IS ON THE S SIDE OF THE INTRACOASTAL CANAL, AT THE
 AV0774'JUNCTION OF THE INTRACOASTAL CANAL AND A SMALL CANAL LEADING
 AV0774'IN A NORTHWESTERLY DIRECTION TO SWEET LAKE, ABOUT 8-1/2 STATUTE
 AV0774'MILES BY WATER SE OF GRAND LAKE FERRY.  IT IS ON SPOIL BANK,
 AV0774'28 METERS S OF THE S BANK OF THE INTRACOASTAL CANAL, 48
 AV0774'METERS W OF THE E END OF THE SPOIL BANK, 57 METERS E OF A N-S
 AV0774'LINE AT RIGHT ANGLES TO THE INTRACOASTAL CANAL AND PASSING
 AV0774'THROUGH THE W (ACUTE) POINT OF INTERSECTION OF THE TWO CANALS.
 AV0774'
 AV0774'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0774'IN TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0774'
 AV0774'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 AV0774
 AV0774                          STATION RECOVERY (1947)
 AV0774
 AV0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0774'STATION SEARCHED FOR BUT NOT RECOVERED.  HEAVY GROWTH IN THIS
 AV0774'AREA.  REFERENCE MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3180 ***********************************************************************
 CQ3180  DESIGNATION -  FORKS
 CQ3180  PID         -  CQ3180
 CQ3180  STATE/COUNTY-  LA/CADDO
 CQ3180  USGS QUAD   -  KEATCHIE (1972)
 CQ3180
 CQ3180                         *CURRENT SURVEY CONTROL
 CQ3180  ___________________________________________________________________
 CQ3180* NAD 83(1992)-  32 13 37.00983(N)    093 59 07.03571(W)     ADJUSTED  
 CQ3180* NAVD 88     -       117.92   (+/-2cm)     386.9    (feet)  VERTCON   
 CQ3180  ___________________________________________________________________
 CQ3180  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CQ3180  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ3180
 CQ3180  HORZ ORDER  -  FIRST
 CQ3180  VERT ORDER  -  THIRD ? (See Below)
 CQ3180
 CQ3180.The horizontal coordinates were established by classical geodetic methods
 CQ3180.and adjusted by the National Geodetic Survey in February 1996..
 CQ3180
 CQ3180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3180.The vertical order pertains to the NGVD 29 superseded value.
 CQ3180
 CQ3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3180
 CQ3180.The geoid height was determined by GEOID03.
 CQ3180
 CQ3180;                    North         East     Units Scale Factor Converg.
 CQ3180;SPC LA N     -   192,435.668   860,011.590   MT  0.99992925   -0 47 07.0
 CQ3180;SPC LA N     -   631,349.35  2,821,554.69   sFT  0.99992925   -0 47 07.0
 CQ3180;SPC TXNC     - 2,071,273.508 1,025,413.750   MT  0.99997539   +2 27 44.3
 CQ3180;SPC TXNC     - 6,795,503.17  3,364,211.61   sFT  0.99997539   +2 27 44.3
 CQ3180;UTM  15      - 3,566,017.234   407,162.287   MT  0.99970629   -0 31 31.7
 CQ3180
 CQ3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3180!SPC LA N     -   0.99998554  x   0.99992925  =   0.99991479
 CQ3180!SPC TXNC     -   0.99998554  x   0.99997539  =   0.99996093
 CQ3180!UTM  15      -   0.99998554  x   0.99970629  =   0.99969184
 CQ3180
 CQ3180|---------------------------------------------------------------------|
 CQ3180| PID    Reference Object                     Distance      Geod. Az  |
 CQ3180|                                                           dddmmss.s |
 CQ3180| CX5824 FORKS RM 1                                         00241     |
 CQ3180| CX5826 FORKS RM 3                           42.962 METERS 03438     |
 CQ3180| CX5825 FORKS RM 2                           36.119 METERS 13354     |
 CQ3180| CX5823 FORKS AZ MK                                        1421546.1 |
 CQ3180| CR1104 CLAUDE ADAMS WATER TANK             APPROX.12.3 KM 3084510.8 |
 CQ3180| CQ3181 FOUR FORKS LOOKOUT TOWER            461.423 METERS 3165454.6 |
 CQ3180| CR1107 PANOLA UNITED GAS PLINE LGE TK      APPROX.17.3 KM 3241804.4 |
 CQ3180|---------------------------------------------------------------------|
 CQ3180
 CQ3180                          SUPERSEDED SURVEY CONTROL
 CQ3180
 CQ3180  NAD 83(1992)-  32 13 37.01278(N)    093 59 07.03283(W) AD(       ) 1
 CQ3180  NAD 83(1986)-  32 13 37.01868(N)    093 59 07.02729(W) AD(       ) 1
 CQ3180  NAD 27      -  32 13 36.43900(N)    093 59 06.35800(W) AD(       ) 1
 CQ3180  NGVD 29 (07/19/86)  117.98   (m)          387.1    (f) LEVELING    3  
 CQ3180
 CQ3180.Superseded values are not recommended for survey control.
 CQ3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3180.See file dsdata.txt to determine how the superseded data were derived.
 CQ3180
 CQ3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0716266017(NAD 83)
 CQ3180_MARKER: DS = TRIANGULATION STATION DISK
 CQ3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3180
 CQ3180  HISTORY     - Date     Condition        Report By
 CQ3180  HISTORY     - 1930     MONUMENTED       CGS
 CQ3180  HISTORY     - 1935     GOOD             LAGS
 CQ3180  HISTORY     - 1956     GOOD             CGS
 CQ3180  HISTORY     - 1958     GOOD             CGS
 CQ3180  HISTORY     - 1971     SEE DESCRIPTION  USGS
 CQ3180  HISTORY     - 19950429 GOOD             USPSQD
 CQ3180
 CQ3180                          STATION DESCRIPTION
 CQ3180
 CQ3180'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3180'ABOUT 6 MILES, AIR LINE, SSW OF SPRINGRIDGE, 6 MILES, AIR
 CQ3180'LINE, WNW OF KEACHIE, 0.2 MILE N OF FOUR FORKS, AND 50 METERS
 CQ3180'(164 FEET) W OF CENTER LINE OF HIGHWAY, IN E EDGE OF PECAN
 CQ3180'GROVE BELONGING TO MRS. STEPHEN A. BROWN.
 CQ3180'
 CQ3180'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3180'DISKS SET IN CONCRETE.
 CQ3180'
 CQ3180'REFERENCE MARK NO. 1 IS 10 METERS (33 FEET) E OF HIGHWAY,
 CQ3180'1 FOOT S OF FENCE CORNER ABOUT 100 METERS (328 FEET) W OF
 CQ3180'NEGRO HOUSE, AND ABOUT 250 METERS (820 FEET) FROM STATION
 CQ3180'N 02 DEG 41 MIN W.
 CQ3180'
 CQ3180'REFERENCE MARK NO. 2 IS IN FENCE LINE 10 METERS (33 FEET)
 CQ3180'E OF HIGHWAY, AND 36.1 METERS (118 FEET) FROM STATION
 CQ3180'S 46 DEG 08 MIN E.
 CQ3180'
 CQ3180'STATION REACHED FROM KEACHIE BY FOLLOWING THE MARSHALL ROAD
 CQ3180'W AND N 6 MILES TO FOUR FORKS, THENCE N ON GRAVEL ROAD 0.2
 CQ3180'MILE TO STATION.  SURFACE MARK IS 10 INCHES BELOW SURFACE.
 CQ3180
 CQ3180                          STATION RECOVERY (1935)
 CQ3180
 CQ3180'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3180'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CQ3180
 CQ3180                          STATION RECOVERY (1956)
 CQ3180
 CQ3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CQ3180'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  IT IS 1
 CQ3180'FOOT BELOW SURFACE OF GROUND LEVEL AND 52 FEET WEST OF HIGHWAY
 CQ3180'INSTEAD OF 164 FEET IN DESCRIPTION.  REFERENCE MARK NO. 2 WAS
 CQ3180'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO.
 CQ3180'1 WAS NOT FOUND.  VERY LITTLE EVIDENCE OF PECAN THICKET
 CQ3180'REFERRED TO IN DESCRIPTION.
 CQ3180
 CQ3180                          STATION RECOVERY (1958)
 CQ3180
 CQ3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3180'THE STATION MARK AND REFERENCE MARK NO 2 WERE RECOVERED
 CQ3180'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 CQ3180'NO 1 WAS SEARCHED FOR BUT NOT RECOVERED, APPARENTLY IT HAS BEEN
 CQ3180'DESTROYED.  REFERENCE MARK NO 3 AND AN AZIMUTH MARK WAS
 CQ3180'ESTABLISHED AT THIS DATE.  A COMPELTE AND NEW DESCRIPTION
 CQ3180'OF THE MARKS AND THE TO REACH IS AS FOLLOWS--
 CQ3180'
 CQ3180'THE STATION IS LOCATED ON A LOW EAST-WEST RIDGE, ABOUT
 CQ3180'20 MILES, AIRLINE, EAST-NORTHEAST OF CARTHAGE, TEXAS, 6 MILES,
 CQ3180'AIRLINE, SOUTH-SOUTHEAST OF SPRINGRIDGE, 6 MILES, AIRLINE,
 CQ3180'WEST-NORTHWEST OF KEACHIE AND 0.2 MILE NORTH OF FOUR FORKS.
 CQ3180'IT IS 52 FEET WEST OF THE CENTER OF STATE HIGHWAY 169 AND
 CQ3180'5 FEET EAST OF A WHITE WITNESS POST.
 CQ3180'
 CQ3180'THE STATION MARK, A STANDARD DISK STAMPED FORKS 1930, IS SET IN
 CQ3180'THE TOP OF A CONCRETE POST ABOUT 10 INCHES BELOW THE SURFACE
 CQ3180'OF THE GROUND.
 CQ3180'
 CQ3180'REFERENCE MARK NO 2, A STANDARD DISK STAMPED FORKS NO 2 1930,
 CQ3180'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CQ3180'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 34
 CQ3180'FEET EAST OF THE CENTER OF HIGHWAY AND 2 FEET EAST OF A
 CQ3180'FENCELINE.
 CQ3180'
 CQ3180'REFERENCE MARK NO 3, A STANDARD DISK STAMPED FORKS NO 3
 CQ3180'1930, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST
 CQ3180'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ3180'IT IS 33 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT
 CQ3180'EAST OF A FENCELINE.
 CQ3180'
 CQ3180'THE AZIMUTH MARK, A STANDARD DISK STAMPED FORKS 1930 1958,
 CQ3180'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CQ3180'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 32 FEET
 CQ3180'SOUTH OF THE CENTER OF FARM ROAD 123, 14 FEET SOUTHEAST
 CQ3180'OF THE CENTER OF A DIM TRACK ROAD AND WIRE GATE AND 3 FEET
 CQ3180'SOUTHEAST OF A 6-INCH WHITE FIBER PIPE STAMPED SP.
 CQ3180'
 CQ3180'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON LOUISIANA
 CQ3180'STATE HIGHWAY 169 FOR 0.2 MILE TO THE CROSSROADS AND JUNCTION
 CQ3180'OF FARM ROAD 123.  TURN LEFT AND GO SOUTHEAST ON FARM ROAD
 CQ3180'123 FOR 0.25 MILE AND THE AZIMUTH MARK ON THE RIGHT, SOUTH,
 CQ3180'SIDE OF THE ROAD AS DESCRIBED.
 CQ3180'
 CQ3180'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79,
 CQ3180'U.S. HIGHWAY 59 AND STATE HIGHWAY 149 AT THE SOUTHEAST CORNER
 CQ3180'OF THE SQUARE IN CARTHAGE, TEXAS GO EAST-NORTHEAST ON U.S.
 CQ3180'HIGHWAY 79 FOR 9.9 MILES TO THE JUNCTION OF FARM ROAD 123.
 CQ3180'TURN RIGHT, EAST, ON FARM ROAD 123 AND GO 14.0 MILES TO A
 CQ3180'CROSSROAD AND JUNCTION OF LOUISIANA STATE HIGHWAY 169 AT THE
 CQ3180'EAST EDGE OF FOUR FORKS.  TURN LEFT, NORTH, ON STATE HIGHWAY
 CQ3180'169 AND GO 0.2 MILE TO THE STATION ON THE LEFT AT THE SUMMIT
 CQ3180'OF THE LOW RIDGE AS DESCRIBED.
 CQ3180'
 CQ3180'HEIGHT OF LIGHT 27 METERS.
 CQ3180
 CQ3180                          STATION RECOVERY (1971)
 CQ3180
 CQ3180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 CQ3180'THE REF. AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.
 CQ3180'THE SURFACE STATION MARK HAD BEEN REMOVED BY BLADING OFF OF
 CQ3180'THE AREA FOR A GRAVEL STORAGE AREA.  THE SURFACE MK. WAS
 CQ3180'FOUND OUTSIDE THE AREA (OUT OF POSITION).  THE UNDERGROUND
 CQ3180'STATION MK. WAS FOUND UNDISTURBED, ABOUT EIGHT INCHES BELOW
 CQ3180'THE SURFACE OF THE GROUND.
 CQ3180
 CQ3180                          STATION RECOVERY (1995)
 CQ3180
 CQ3180'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1025 ***********************************************************************
 AT1025  DESIGNATION -  FORKS 2
 AT1025  PID         -  AT1025
 AT1025  STATE/COUNTY-  LA/PLAQUEMINES
 AT1025  USGS QUAD   -  GARDEN ISLAND PASS (1971)
 AT1025
 AT1025                         *CURRENT SURVEY CONTROL
 AT1025  ___________________________________________________________________
 AT1025* NAD 83(1992)-  29 07 08.41669(N)    089 04 19.28717(W)     ADJUSTED  
 AT1025* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1025  ___________________________________________________________________
 AT1025  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AT1025  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AT1025
 AT1025  HORZ ORDER  -  SECOND
 AT1025
 AT1025.The horizontal coordinates were established by classical geodetic methods
 AT1025.and adjusted by the National Geodetic Survey in January 1993..
 AT1025
 AT1025.The orthometric height was scaled from a topographic map.
 AT1025
 AT1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1025
 AT1025.The geoid height was determined by GEOID03.
 AT1025
 AT1025;                    North         East     Units Scale Factor Converg.
 AT1025;SPC LA S     -    70,787.480 1,220,081.869   MT  1.00004324   +1 07 50.5
 AT1025;SPC LA S     -   232,241.92  4,002,885.27   sFT  1.00004324   +1 07 50.5
 AT1025;UTM  16      - 3,222,944.872   298,393.276   MT  1.00010158   -1 00 31.1
 AT1025
 AT1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1025!SPC LA S     -   1.00000377  x   1.00004324  =   1.00004701
 AT1025!UTM  16      -   1.00000377  x   1.00010158  =   1.00010535
 AT1025
 AT1025:                Primary Azimuth Mark                     Grid Az
 AT1025:SPC LA S     -  PASS A LOUTRE DAYBEACON                  019 23 46.1
 AT1025:UTM  16      -  PASS A LOUTRE DAYBEACON                  021 32 07.7
 AT1025
 AT1025|---------------------------------------------------------------------|
 AT1025| PID    Reference Object                     Distance      Geod. Az  |
 AT1025|                                                           dddmmss.s |
 AT1025| AT1021 PASS A LOUTRE DAYBEACON             APPROX. 8.5 KM 0203136.6 |
 AT1025| DD6364 BLACK PIPE SILVER TANK                             0745038.7 |
 AT1025| DD6677 FORKS 2 RM 2                         21.297 METERS 10958     |
 AT1025| AT1026 SOUTHEAST PASS HUMBLE OIL MAST       62.862 METERS 29732     |
 AT1025| DD6676 FORKS 2 RM 1                         23.656 METERS 35136     |
 AT1025|---------------------------------------------------------------------|
 AT1025
 AT1025                          SUPERSEDED SURVEY CONTROL
 AT1025
 AT1025  NAD 83(1986)-  29 07 08.41888(N)    089 04 19.29936(W) AD(       ) 2
 AT1025  NAD 27      -  29 07 07.61000(N)    089 04 19.12800(W) AD(       ) 2
 AT1025
 AT1025.Superseded values are not recommended for survey control.
 AT1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1025.See file dsdata.txt to determine how the superseded data were derived.
 AT1025
 AT1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9839322945(NAD 83)
 AT1025_MARKER: DS = TRIANGULATION STATION DISK
 AT1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1025+STABILITY: SURFACE MOTION
 AT1025
 AT1025  HISTORY     - Date     Condition        Report By
 AT1025  HISTORY     - 1955     MONUMENTED       CGS
 AT1025  HISTORY     - 1959     GOOD             CGS
 AT1025  HISTORY     - 1969     MARK NOT FOUND   CGS
 AT1025  HISTORY     - 1970     MARK NOT FOUND   NGS
 AT1025
 AT1025                          STATION DESCRIPTION
 AT1025
 AT1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1025'THE STATION IS 12 MILES EAST-SOUTHEAST OF PILOTTOWN, 60 YARDS
 AT1025'EAST-SOUTHEAST OF HUMBLE CO.
 AT1025'RADIO MAST, ON THE SOUTH BANK OF SOUTHEAST PASS AND AT
 AT1025'THE POINT WHERE SOUTHEAST
 AT1025'PASS DIVIDES INTO NORTHEAST PASS AND
 AT1025'SOUTHEAST PASS.  HUMBLE OIL CO.  IS
 AT1025'PREPARING TO DRILL AN OIL WELL AT
 AT1025'THIS LOCATION AND THERE ARE SEVERAL BUILDINGS UNDER
 AT1025'CONSTRUCTION IN
 AT1025'THE VICINITY.  THE STATION IS ON A FILL WHICH FORMS A SMALL PENINSULA
 AT1025'NORTHEAST OF THE
 AT1025'DOCK.
 AT1025'
 AT1025'THERE IS A DOCK AT THE STATION WHICH IS SATISFACTORY FOR EITHER A
 AT1025'BOAT OR FLOAT PLANE.
 AT1025'
 AT1025'THE STATION MARK, STAMPED FORKS 2 1955, IS A STANDARD DISK SET IN THE
 AT1025'TOP OF A SQUARE CONCRETE
 AT1025'POST THAT PROJECTS 2 INCHES.  IT IS 50.7 FEET
 AT1025'SOUTHWEST OF A GAS SEPARATOR,
 AT1025'WHICH IS A 7-FOOT HIGH SILVER TANK, 45
 AT1025'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 AT1025'WATER AT THE DOCK AND 4
 AT1025'FEET ABOVE THE WATER.
 AT1025'
 AT1025'REFERENCE MARK NO. 1, STAMPED FORKS 2 NO 1 1955, IS A STANDARD DISK
 AT1025'SET IN THE TOP OF A
 AT1025'CONCRETE POST THAT IS LEVEL WITH THE SURFACE OF THE GROUND.
 AT1025'IT IS 57.3 FEET
 AT1025'WEST-NORTHWEST OF THE GAS SEPARATOR, 6 FEET SOUTH OF
 AT1025'THE NORTH BANK OF THE FILL AND 4
 AT1025'FEET ABOVE THE WATER.
 AT1025'
 AT1025'REFERENCE MARK NO. 2, STAMPED FORKS 2 NO 2 1955, IS A STANDARD DISK
 AT1025'SET IN THE TOP OF A
 AT1025'CONCRETE POST THAT IS LEVEL WITH THE SURFACE OF THE GROUND.
 AT1025'IT IS 72 FEET SOUTHEAST OF
 AT1025'THE GAS SEPARATOR, 30 FEET WEST OF THE
 AT1025'EAST EDGE OF THE FILL AND 4 FEET ABOVE THE
 AT1025'WATER.
 AT1025'
 AT1025'NO AZIMUTH MARK WAS SET FOR THIS STATION, BUT THE CENTER OF THE BLACK
 AT1025'PIPE ON EAST SIDE OF
 AT1025'SILVER TANK 0.4 MILE EAST-NORTHEAST OF THE STATION WILL
 AT1025'SERVE AS AN AZIMUTH MARK, THE
 AT1025'TANK IS ABOUT 10 FEET IN DIAMETER AND
 AT1025'40 FEET HIGH WITH THE 6-INCH BLACK PIPE
 AT1025'PROJECTING ABOUT 2 FEET
 AT1025'ABOVE THE TOP OF THE TANK.
 AT1025
 AT1025                          STATION RECOVERY (1959)
 AT1025
 AT1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1025'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 AT1025'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A HELICOPTER LANDING
 AT1025'PLATFORM HAS BEEN BUILT OVER AND COMPLETELY COVERS REFERENCE MARK
 AT1025'NO. 2.  THE GAS SEPARATOR MENTIONED IN THE 1955 DESCRIPTION HAS BEEN
 AT1025'MOVED.  NEW DISTANCES WERE MEASURED TO THE STAITON MARK AND REFERENCE
 AT1025'MARK NO. 1 AS FOLLOWS.  THE STATION MARK IS 40 FEET WEST OF THE
 AT1025'NORTHWEST CORNER OF THE HELICOPTER LANDING PLATFORM, 38 FEET NORTHEAST
 AT1025'OF THE EDGE OF THE CANAL, AND 132 FEET SOUTHEAST OF THE SOUTHEAST
 AT1025'CORNER OF A SMALL OPEN SIDED BUILDING COVERING A HORIZONAL GAS TANK,
 AT1025'WHICH IS 8 FEET LONG.  REFERENCE MARK NO. 1 IS 83 FEET NORTHWEST OF
 AT1025'THE NORTHWEST CORNER OF THE HELICOPTER LANDING PLATFORM, 173 EAST OF
 AT1025'THE RADIO MAST (SOUTHEAST PASS, HUMBLE OIL CO., RADIO MAST), AND 64
 AT1025'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL OPEN SIDED
 AT1025'BUILDING COVERING A HORIZONAL GAS TANK, WHICH IS 8 FEET LONG.
 AT1025
 AT1025                          STATION RECOVERY (1969)
 AT1025
 AT1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1025'THIS STATION WAS SEARCHED FOR BY HELICOPTER AND WAS NOT FOUND
 AT1025'AFTER HURRICANE CAMILLE.
 AT1025
 AT1025                          STATION RECOVERY (1970)
 AT1025
 AT1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2998 ***********************************************************************
 AU2998  DESIGNATION -  FORNATION
 AU2998  PID         -  AU2998
 AU2998  STATE/COUNTY-  LA/LAFOURCHE
 AU2998  USGS QUAD   -  JACKO BAY (1994)
 AU2998
 AU2998                         *CURRENT SURVEY CONTROL
 AU2998  ___________________________________________________________________
 AU2998* NAD 83(1992)-  29 13 53.13701(N)    090 24 15.77609(W)     ADJUSTED  
 AU2998* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2998  **This station is located in a subsidence area (see below).
 AU2998  ___________________________________________________________________
 AU2998  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AU2998  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AU2998
 AU2998  HORZ ORDER  -  THIRD
 AU2998
 AU2998.The horizontal coordinates were established by classical geodetic methods
 AU2998.and adjusted by the National Geodetic Survey in January 1993..
 AU2998
 AU2998 ** The orthometric height has not been validated since last determined
 AU2998 ** by differential leveling and should not be used for control purposes.
 AU2998 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2998 ** area with valid NAVD 88 orthometric heights.
 AU2998 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2998 ** epoch indicated which incorporates improved geoid heights for the
 AU2998 ** Southern Louisiana Subsidence area.
 AU2998 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2998.The orthometric height was scaled from a topographic map.
 AU2998
 AU2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2998
 AU2998.The geoid height was determined by GEOID03.
 AU2998
 AU2998;                    North         East     Units Scale Factor Converg.
 AU2998;SPC LA S     -    81,443.027 1,090,314.007   MT  1.00001522   +0 27 52.2
 AU2998;SPC LA S     -   267,201.00  3,577,138.54   sFT  1.00001522   +0 27 52.2
 AU2998;UTM  15      - 3,236,418.108   752,293.267   MT  1.00038551   +1 16 05.6
 AU2998
 AU2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2998!SPC LA S     -   1.00000381  x   1.00001522  =   1.00001903
 AU2998!UTM  15      -   1.00000381  x   1.00038551  =   1.00038932
 AU2998
 AU2998|---------------------------------------------------------------------|
 AU2998| PID    Reference Object                     Distance      Geod. Az  |
 AU2998|                                                           dddmmss.s |
 AU2998| DD6678 FORNATION RM 1                       30.603 METERS 05315     |
 AU2998| DD6679 FORNATION RM 2                       30.134 METERS 12649     |
 AU2998| AU2972 PHILO                               APPROX. 6.7 KM 1272049.2 |
 AU2998|---------------------------------------------------------------------|
 AU2998
 AU2998                          SUPERSEDED SURVEY CONTROL
 AU2998
 AU2998  NAD 83(1986)-  29 13 53.15434(N)    090 24 15.78649(W) AD(       ) 3
 AU2998  NAD 27      -  29 13 52.33600(N)    090 24 15.47900(W) AD(       ) 3
 AU2998
 AU2998.Superseded values are not recommended for survey control.
 AU2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2998.See file dsdata.txt to determine how the superseded data were derived.
 AU2998
 AU2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5229336418(NAD 83)
 AU2998_MARKER: DS = TRIANGULATION STATION DISK
 AU2998_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2998_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2998
 AU2998  HISTORY     - Date     Condition        Report By
 AU2998  HISTORY     - 1934     MONUMENTED       CGS
 AU2998  HISTORY     - 1952     GOOD             CGS
 AU2998  HISTORY     - 1966     GOOD             CGS
 AU2998
 AU2998                          STATION DESCRIPTION
 AU2998
 AU2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2998'STATION IS ON THE W SIDE OF LAKE RACCOURCI, APPROXIMATELY
 AU2998'2 MILES N OF WHAT IS LOCALLY KNOWN AS FORNATION POINT AND
 AU2998'APPROXIMATELY 4 MILES NW OF PHILO BRICE ISLAND, IN THE MARSH
 AU2998'210 METERS (690 FEET) INSHORE FROM LAKE RACCOURCI AND 112
 AU2998'METERS (370 FEET) FROM A SMALL POINT FORMED BY A BEND IN
 AU2998'THE SLOUGH TO THE W OF THE STATION.
 AU2998'
 AU2998'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2998'SET IN CONCRETE IN THE TOP OF TILES.
 AU2998'
 AU2998'REFERENCE MARK NO. 1 IS 30.603 METERS (100.40 FEET) FROM THE
 AU2998'STATION N 53 DEG 14 MIN E.
 AU2998'
 AU2998'REFERENCE MARK NO. 2 IS 30.134 METERS (98.86 FEET) FROM
 AU2998'S 53 DEG 11 MIN E.
 AU2998
 AU2998                          STATION RECOVERY (1952)
 AU2998
 AU2998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2998'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2998'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 AU2998
 AU2998                          STATION RECOVERY (1966)
 AU2998
 AU2998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2998'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2998'CONDITION.  A METAL WITNESS POST WAS SET AT THE STATION AND A
 AU2998'SIX FOOT HIGH WOOD STAND IS NOW IN PLACE OVER THE STATION.
 AU2998'THE DISTANCE AND AZIMUTHS TO THE REFERENCE MARKS APPEAR TO
 AU2998'BE CORRECT.  THE STATION AND REFERENCE MARKS ARE STANDARD
 AU2998'DISKS SET IN THE TOP OF CONCRETE POSTS AND PROJECTS ABOUT
 AU2998'2 INCHES ABOVE THE MARSH.
 AU2998'
 AU2998'REFERENCE MARK 1 IS 30.603 METERS (100.40 FT.) FROM THE STATION
 AU2998'N 53 DEG 14 MIN E.
 AU2998'
 AU2998'REFERENCE MARK 2 IS 30.134 METERS (98.86 FT.) FROM THE STATION
 AU2998'S 53 DEG 11 MIN E.
 AU2998'
 AU2998'STATION IS ON THE WEST SIDE OF LAKE RACCOURCI, APPROXIMATELY
 AU2998'2 MILES NORTH OF WHAT IS LOCALLY KNOWN AS FORNATION POINT
 AU2998'AND APPROXIMATELY 4 MILES NORTHWEST OF PHILO BRICE ISLAND,
 AU2998'IN THE MARSH 210 METERS (690 FT.) INSHORE FROM LAKE RACCOURCI
 AU2998'AND 112 METERS (370 FT.) FROM A SMALL POINT FORMED BY A BEND
 AU2998'IN THE SLOUGH TO THE WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2777 ***********************************************************************
 BH2777  DESIGNATION -  FORT PIKE BRIDGE C OF DRAW LT
 BH2777  PID         -  BH2777
 BH2777  STATE/COUNTY-  LA/ORLEANS
 BH2777  USGS QUAD   -  RIGOLETS (1993)
 BH2777
 BH2777                         *CURRENT SURVEY CONTROL
 BH2777  ___________________________________________________________________
 BH2777* NAD 83(1992)-  30 10 14.19609(N)    089 44 02.33442(W)     ADJUSTED  
 BH2777* NAVD 88     -                                                        
 BH2777  **This station is located in a subsidence area (see below).
 BH2777  ___________________________________________________________________
 BH2777  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BH2777  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BH2777
 BH2777  HORZ ORDER  -  THIRD
 BH2777
 BH2777.The horizontal coordinates were established by classical geodetic methods
 BH2777.and adjusted by the National Geodetic Survey in May 1994..
 BH2777
 BH2777 ** The orthometric height has not been validated since last determined
 BH2777 ** by differential leveling and should not be used for control purposes.
 BH2777 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2777 ** area with valid NAVD 88 orthometric heights.
 BH2777 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2777 ** epoch indicated which incorporates improved geoid heights for the
 BH2777 ** Southern Louisiana Subsidence area.
 BH2777 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2777
 BH2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2777
 BH2777.The geoid height was determined by GEOID03.
 BH2777
 BH2777;                    North         East     Units Scale Factor Converg.
 BH2777;SPC LA S     -   186,252.796 1,154,035.069   MT  0.99993011   +0 47 58.9
 BH2777;SPC LA S     -   611,064.38  3,786,196.72   sFT  0.99993011   +0 47 58.9
 BH2777;SPC MS E     -    74,675.870   213,251.368   MT  1.00004281   -0 27 09.6
 BH2777;SPC MS E     -   244,999.08    699,642.20   sFT  1.00004281   -0 27 09.6
 BH2777;UTM  16      - 3,340,849.044   236,716.196   MT  1.00045529   -1 22 29.4
 BH2777
 BH2777                          SUPERSEDED SURVEY CONTROL
 BH2777
 BH2777  NAD 83(1992)-  30 10 14.20156(N)    089 44 02.33145(W) AD(       ) 4
 BH2777  NAD 83(1986)-  30 10 14.21302(N)    089 44 02.32829(W) AD(       ) 4
 BH2777  NAD 27      -  30 10 13.48000(N)    089 44 02.13000(W) AD(       ) 3
 BH2777
 BH2777.Superseded values are not recommended for survey control.
 BH2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2777.See file dsdata.txt to determine how the superseded data were derived.
 BH2777
 BH2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3671640849(NAD 83)
 BH2777_MARKER: 14 = NAVIGATION LIGHT
 BH2777
 BH2777  HISTORY     - Date     Condition        Report By
 BH2777  HISTORY     - 1931     FIRST OBSERVED   CGS
 BH2777  HISTORY     - 1951     GOOD             CGS
 BH2777  HISTORY     - 1954     GOOD             CGS
 BH2777  HISTORY     - 19961226 GOOD             USPSQD
 BH2777
 BH2777                          STATION DESCRIPTION
 BH2777
 BH2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2777'STATION RECOVERED IN GOOD CONDITION.
 BH2777'
 BH2777'TO REACH STATION FROM W END OF U.S. HIGHWAY 90 BRIDGE IN BAY ST.
 BH2777'LOUIS, MISSISSIPPI, PROCEED W ON U.S. HIGHWAY 90 FOR 28.2 MILES TO
 BH2777'STATION IN CENTER OF TOP OF SWINGING SPAN OF RIGOLETS BRIDGE. LIGHT
 BH2777'IS APPROXIMATELY 6 FEET ABOVE TOP SPAN AND HAS ALTERNATE RED AND
 BH2777'GREEN FACINGS (FOR CONTROLLING RIGOLETS WATER TRAFFIC).
 BH2777
 BH2777                          STATION RECOVERY (1954)
 BH2777
 BH2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BH2777'THE 1952 RECOVERY NOTE BY P.L.B. IS ADEQUATE.
 BH2777'
 BH2777'THIS IS AN INTERSECTION STATION.
 BH2777
 BH2777                          STATION RECOVERY (1996)
 BH2777
 BH2777'RECOVERY NOTE BY US POWER SQUADRON 1996
 BH2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2812 ***********************************************************************
 BH2812  DESIGNATION -  FORT WOOD
 BH2812  PID         -  BH2812
 BH2812  STATE/COUNTY-  LA/ORLEANS
 BH2812  USGS QUAD   -  CHEF MENTEUR (1994)
 BH2812
 BH2812                         *CURRENT SURVEY CONTROL
 BH2812  ___________________________________________________________________
 BH2812* NAD 83(1992)-  30 03 54.88023(N)    089 48 17.05085(W)     ADJUSTED  
 BH2812* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BH2812  **This station is located in a subsidence area (see below).
 BH2812  ___________________________________________________________________
 BH2812  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BH2812  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BH2812
 BH2812  HORZ ORDER  -  THIRD
 BH2812
 BH2812.The horizontal coordinates were established by classical geodetic methods
 BH2812.and adjusted by the National Geodetic Survey in May 1994..
 BH2812
 BH2812 ** The orthometric height has not been validated since last determined
 BH2812 ** by differential leveling and should not be used for control purposes.
 BH2812 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2812 ** area with valid NAVD 88 orthometric heights.
 BH2812 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2812 ** epoch indicated which incorporates improved geoid heights for the
 BH2812 ** Southern Louisiana Subsidence area.
 BH2812 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2812.The orthometric height was scaled from a topographic map.
 BH2812
 BH2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2812
 BH2812.The geoid height was determined by GEOID03.
 BH2812
 BH2812;                    North         East     Units Scale Factor Converg.
 BH2812;SPC LA S     -   174,481.434 1,147,376.840   MT  0.99992637   +0 45 51.5
 BH2812;SPC LA S     -   572,444.50  3,764,352.18   sFT  0.99992637   +0 45 51.5
 BH2812;UTM  16      - 3,329,332.198   229,612.626   MT  1.00050209   -1 24 21.6
 BH2812
 BH2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2812!SPC LA S     -   1.00000383  x   0.99992637  =   0.99993020
 BH2812!UTM  16      -   1.00000383  x   1.00050209  =   1.00050592
 BH2812
 BH2812:                Primary Azimuth Mark                     Grid Az
 BH2812:SPC LA S     -  RIGOLET LIGHT 1852                       055 23 04.9
 BH2812:UTM  16      -  RIGOLET LIGHT 1852                       057 33 18.0
 BH2812
 BH2812|---------------------------------------------------------------------|
 BH2812| PID    Reference Object                     Distance      Geod. Az  |
 BH2812|                                                           dddmmss.s |
 BH2812| BH2789 RIGOLET LIGHT 1852                  APPROX.17.8 KM 0560856.4 |
 BH2812|---------------------------------------------------------------------|
 BH2812
 BH2812                          SUPERSEDED SURVEY CONTROL
 BH2812
 BH2812  NAD 83(1992)-  30 03 54.88656(N)    089 48 17.03819(W) AD(       ) 3
 BH2812  NAD 83(1986)-  30 03 54.88655(N)    089 48 17.03834(W) AD(       ) 3
 BH2812  NAD 27      -  30 03 54.28300(N)    089 48 15.41700(W) AD(       ) 3
 BH2812
 BH2812.Superseded values are not recommended for survey control.
 BH2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2812.See file dsdata.txt to determine how the superseded data were derived.
 BH2812
 BH2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2961329332(NAD 83)
 BH2812_MARKER: Z = SEE DESCRIPTION
 BH2812_SETTING: 0 = UNSPECIFIED SETTING
 BH2812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2812
 BH2812  HISTORY     - Date     Condition        Report By
 BH2812  HISTORY     - 1855     MONUMENTED       CGS
 BH2812  HISTORY     - 1952     GOOD             CGS
 BH2812  HISTORY     - 1972     POOR             NGS
 BH2812
 BH2812                          STATION DESCRIPTION
 BH2812
 BH2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1855 (JEH)
 BH2812'ON WHAT IS NOW KNOWN AS FORT MACOMB, ON THE CHEF MENTEUR PASS
 BH2812'BETWEEN LAKE PONTCHARTRAIN AND LAKE BORGNE, ABOUT 15 OR 20 MILES NE
 BH2812'OF THE CITY OF NEW ORLEANS, IN THE NW ANGLE OF THE RAMPART 37 FEET
 BH2812'4 INCHES FROM ITS OUTER CORNER, AND 2 FEET 8 INCHES FROM THE INNER
 BH2812'CORNER. NO STONE WAS PLACED AT THE CENTER AS OBJECTIONS WERE MADE
 BH2812'TO ANY PERMANENT MARK BEING PLACED ON THE RAMPART. THE FLAGSTAFF ON
 BH2812'WHICH SOME OBSERVATIONS WERE MADE STANDS IN THE SW ANGLE OF THE
 BH2812'RAMPART.
 BH2812
 BH2812                          STATION RECOVERY (1952)
 BH2812
 BH2812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2812'STATION RECOVERED AS DESCRIBED. DESCRIPTION ADEQUATE.
 BH2812
 BH2812                          STATION RECOVERY (1972)
 BH2812
 BH2812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2812'STATION WAS RECOVERED IN POOR CONDITION AS DESCRIBED.  THE
 BH2812'OUTER CORNER OF THE RAMPART HAS BEEN BROKEN AWAY AT THE TOP
 BH2812'AND THE INNER CORNER WALLS HAVE LEANED SLIGHTLY AWAY FROM
 BH2812'THE STATION.  THE FLAGSTAFF ON THE SW ANGLE OF THE RAMPART
 BH2812'IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3041 ***********************************************************************
 CP3041  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 32
 CP3041  PID         -  CP3041
 CP3041  STATE/COUNTY-  LA/RICHLAND
 CP3041  USGS QUAD   -  RAYVILLE (1982)
 CP3041
 CP3041                         *CURRENT SURVEY CONTROL
 CP3041  ___________________________________________________________________
 CP3041* NAD 83(1992)-  32 29 29.92146(N)    091 51 25.68126(W)     ADJUSTED  
 CP3041* NAVD 88     -                                                        
 CP3041  ___________________________________________________________________
 CP3041  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CP3041  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP3041
 CP3041  HORZ ORDER  -  THIRD
 CP3041
 CP3041.The horizontal coordinates were established by classical geodetic methods
 CP3041.and adjusted by the National Geodetic Survey in January 1993..
 CP3041
 CP3041
 CP3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3041
 CP3041.The geoid height was determined by GEOID03.
 CP3041
 CP3041;                    North         East     Units Scale Factor Converg.
 CP3041;SPC LA N     -   221,007.086 1,060,417.596   MT  0.99996477   +0 20 23.6
 CP3041;SPC LA N     -   725,087.41  3,479,053.40   sFT  0.99996477   +0 20 23.6
 CP3041;UTM  15      - 3,595,508.229   607,372.873   MT  0.99974217   +0 36 50.3
 CP3041
 CP3041                          SUPERSEDED SURVEY CONTROL
 CP3041
 CP3041  NAD 83(1986)-  32 29 29.93425(N)    091 51 25.67400(W) AD(       ) 4
 CP3041  NAD 27      -  32 29 29.42200(N)    091 51 25.21700(W) AD(       ) 3
 CP3041
 CP3041.Superseded values are not recommended for survey control.
 CP3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3041.See file dsdata.txt to determine how the superseded data were derived.
 CP3041
 CP3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0737395508(NAD 83)
 CP3041_MARKER: 22 = AIRWAY BEACON
 CP3041
 CP3041  HISTORY     - Date     Condition        Report By
 CP3041  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3041
 CP3041                          STATION DESCRIPTION
 CP3041
 CP3041'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2936 ***********************************************************************
 CQ2936  DESIGNATION -  FORT WORTH JACKSON AWY BCN 26
 CQ2936  PID         -  CQ2936
 CQ2936  STATE/COUNTY-  LA/LINCOLN
 CQ2936  USGS QUAD   -  SIMSBORO (1994)
 CQ2936
 CQ2936                         *CURRENT SURVEY CONTROL
 CQ2936  ___________________________________________________________________
 CQ2936* NAD 83(1992)-  32 32 35.14028(N)    092 51 05.98207(W)     ADJUSTED  
 CQ2936* NAVD 88     -                                                        
 CQ2936  ___________________________________________________________________
 CQ2936  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CQ2936  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2936
 CQ2936  HORZ ORDER  -  THIRD
 CQ2936
 CQ2936.The horizontal coordinates were established by classical geodetic methods
 CQ2936.and adjusted by the National Geodetic Survey in September 1999..
 CQ2936
 CQ2936
 CQ2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2936
 CQ2936.The geoid height was determined by GEOID03.
 CQ2936
 CQ2936;                    North         East     Units Scale Factor Converg.
 CQ2936;SPC LA N     -   226,586.860   966,968.655   MT  0.99997416   -0 11 09.3
 CQ2936;SPC LA N     -   743,393.72  3,172,463.00   sFT  0.99997416   -0 11 09.3
 CQ2936;UTM  15      - 3,600,645.910   513,928.135   MT  0.99960239   +0 04 47.3
 CQ2936
 CQ2936                          SUPERSEDED SURVEY CONTROL
 CQ2936
 CQ2936  NAD 83(1992)-  32 32 35.13933(N)    092 51 05.98276(W) AD(       ) 4
 CQ2936  NAD 83(1986)-  32 32 35.15369(N)    092 51 05.97296(W) AD(       ) 4
 CQ2936  NAD 27      -  32 32 34.61000(N)    092 51 05.41000(W) AD(       ) 3
 CQ2936
 CQ2936.Superseded values are not recommended for survey control.
 CQ2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2936.See file dsdata.txt to determine how the superseded data were derived.
 CQ2936
 CQ2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1392800646(NAD 83)
 CQ2936_MARKER: 22 = AIRWAY BEACON
 CQ2936
 CQ2936  HISTORY     - Date     Condition        Report By
 CQ2936  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2936
 CQ2936                          STATION DESCRIPTION
 CQ2936
 CQ2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2936'STATION IS THE REVOLVING LIGHT ON AIRWAY BEACON NO. 26 AT
 CQ2936'THE SW CORNER OF A LANDING FIELD, 4 MILES E OF ARCADIA,
 CQ2936'LOUISIANA, ON U.S. HIGHWAY 80.  THE BEACON IS ON THE FORT
 CQ2936'WORTH, TEXAS TO ATLANTA, GEORGIA LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1644 ***********************************************************************
 AU1644  DESIGNATION -  FOSTER
 AU1644  PID         -  AU1644
 AU1644  STATE/COUNTY-  LA/ST MARY
 AU1644  USGS QUAD   -  NORTH BEND (1994)
 AU1644
 AU1644                         *CURRENT SURVEY CONTROL
 AU1644  ___________________________________________________________________
 AU1644* NAD 83(1992)-  29 41 41.31050(N)    091 27 44.83884(W)     ADJUSTED  
 AU1644* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1644  **This station is located in a subsidence area (see below).
 AU1644  ___________________________________________________________________
 AU1644  X           -    -141,520.739 (meters)                     COMP
 AU1644  Y           -  -5,543,267.158 (meters)                     COMP
 AU1644  Z           -   3,141,019.189 (meters)                     COMP
 AU1644  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU1644  ELLIP HEIGHT-         -23.44  (meters)          (02/20/02) GPS OBS
 AU1644  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU1644
 AU1644  HORZ ORDER  -  FIRST
 AU1644  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1644  ELLP ORDER  -  FOURTH    CLASS I
 AU1644
 AU1644.The horizontal coordinates were established by classical geodetic methods
 AU1644.and adjusted by the National Geodetic Survey in February 2002..
 AU1644
 AU1644 ** The orthometric height has not been validated since last determined
 AU1644 ** by differential leveling and should not be used for control purposes.
 AU1644 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1644 ** area with valid NAVD 88 orthometric heights.
 AU1644 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1644 ** epoch indicated which incorporates improved geoid heights for the
 AU1644 ** Southern Louisiana Subsidence area.
 AU1644 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1644.The orthometric height was scaled from a topographic map.
 AU1644.The vertical order pertains to the NGVD 29 superseded value.
 AU1644
 AU1644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1644
 AU1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1644
 AU1644.The ellipsoidal height was determined by GPS observations
 AU1644.and is referenced to NAD 83.
 AU1644
 AU1644.The geoid height was determined by GEOID03.
 AU1644
 AU1644;                    North         East     Units Scale Factor Converg.
 AU1644;SPC LA S     -   132,445.362   987,504.317   MT  0.99993992   -0 03 52.4
 AU1644;SPC LA S     -   434,531.16  3,239,837.08   sFT  0.99993992   -0 03 52.4
 AU1644;UTM  15      - 3,285,957.329   648,753.440   MT  0.99987302   +0 45 42.5
 AU1644
 AU1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1644!SPC LA S     -   1.00000368  x   0.99993992  =   0.99994360
 AU1644!UTM  15      -   1.00000368  x   0.99987302  =   0.99987670
 AU1644
 AU1644:                Primary Azimuth Mark                     Grid Az
 AU1644:SPC LA S     -  OAKLAWN SOUTH COAST MILL TANK            002 36 15.5
 AU1644:UTM  15      -  OAKLAWN SOUTH COAST MILL TANK            001 46 40.6
 AU1644
 AU1644|---------------------------------------------------------------------|
 AU1644| PID    Reference Object                     Distance      Geod. Az  |
 AU1644|                                                           dddmmss.s |
 AU1644| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX.16.5 KM 0023223.1 |
 AU1644| AU2414 CENTERVILLE CATHOLIC CH SPIRE       APPROX. 7.8 KM 0243602.2 |
 AU1644| AU1643 FOSTER RM 1                          32.571 METERS 02644     |
 AU1644| AU2413 GERMANIA                            APPROX. 8.6 KM 0291545.9 |
 AU1644| AU2404 OLD NORTH BEND SUGAR MILL STK       APPROX. 1.6 KM 2175457.7 |
 AU1644| AU2411 FRANKLIN STERLING MILL TANK         APPROX.12.5 KM 3462621.9 |
 AU1644| AU2409 ALICE J W FOSTER SUGAR MILL TK      APPROX. 8.4 KM 3490054.7 |
 AU1644|---------------------------------------------------------------------|
 AU1644
 AU1644                          SUPERSEDED SURVEY CONTROL
 AU1644
 AU1644  NAD 83(1992)-  29 41 41.31050(N)    091 27 44.83884(W) AD(       ) 1
 AU1644  ELLIP H (01/21/93)  -23.44   (m)                       GP(       ) 4 2
 AU1644  NAD 83(1986)-  29 41 41.33025(N)    091 27 44.83209(W) AD(       ) 1
 AU1644  NAD 27      -  29 41 40.57862(N)    091 27 44.43741(W) AD(       ) 1
 AU1644  NGVD 29 (??/??/??)    2.511  (m)            8.24   (f) ADJUSTED    1 2
 AU1644
 AU1644.Superseded values are not recommended for survey control.
 AU1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1644.See file dsdata.txt to determine how the superseded data were derived.
 AU1644
 AU1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4875385957(NAD 83)
 AU1644_MARKER: DS = TRIANGULATION STATION DISK
 AU1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1644_SP_SET: CONCRETE POST
 AU1644_STAMPING: FOSTER 1931
 AU1644_MARK LOGO: CGS   
 AU1644_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AU1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1644+STABILITY: SURFACE MOTION
 AU1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1644+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU1644
 AU1644  HISTORY     - Date     Condition        Report By
 AU1644  HISTORY     - 1931     MONUMENTED       CGS
 AU1644  HISTORY     - 1934     GOOD             CGS
 AU1644  HISTORY     - 1947     GOOD             CGS
 AU1644  HISTORY     - 1955     GOOD             CGS
 AU1644  HISTORY     - 1957     GOOD             CGS
 AU1644  HISTORY     - 1963     GOOD             CGS
 AU1644  HISTORY     - 19900216 GOOD             GWMSI
 AU1644  HISTORY     - 19910120 GOOD             NOS
 AU1644  HISTORY     - 19921204 GOOD             NOS
 AU1644  HISTORY     - 19991130 GOOD             CDSMS
 AU1644
 AU1644                          STATION DESCRIPTION
 AU1644
 AU1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU1644'ABOUT 7 MILES SE OF FRANKLIN AND 6 MILES SW OF CENTERVILLE,
 AU1644'ON THE JOHNSON PLANTATION OWNED BY W.P. FOSTER, OF FRANKLIN.
 AU1644'TO REACH STATION FROM CENTERVILLE FOLLOW THE BAYOU SALE ROAD
 AU1644'(ROUTE 60) 5.7 MILES S TO STATION SITE ABOUT 1/4 MILE N OF
 AU1644'POINT WHERE ROAD MEETS RAILROAD AND TURNS W PARALLELING THE
 AU1644'TRACKS.  STATION IS ON W SIDE OF ROAD OPPOSITE A LOW WATER
 AU1644'TANK AND WINDMILL, ABOUT 100 YARDS S OF OLD STORE BUILDING
 AU1644'WITH A GAS PUMP ON W SIDE OF THE ROAD, ABOUT 175 YARDS W OF
 AU1644'A SUGAR-MILL RUIN, ABOUT 40 YARDS NE OF PLANTATION HOUSE
 AU1644'WHICH IS IN THE NE CORNER OF YARD, 15 FEET W OF ROAD FENCE,
 AU1644'15 FEET S OF AN E-W FENCE, AND 21 PACES NE OF A 6-FOOT LIVE
 AU1644'OAK TREE.
 AU1644'
 AU1644'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD STATION
 AU1644'DISKS SET IN CONCRETE.
 AU1644'
 AU1644'SURFACE MARK PROJECTS 6 INCHES.
 AU1644'
 AU1644'REFERENCE MARK NO. 1 IS ON E SIDE OF ROAD IN FENCE IN FRONT
 AU1644'OF NEGRO SHACK, 100 FEET N OF WINDMILL AND TANK, ABOUT 550
 AU1644'PACES N OF RAILROAD TRACKS, NEAR A LOW WATER TANK, AND 106.86
 AU1644'FEET FROM STATION N 26 DEG 44 MIN E.
 AU1644'
 AU1644'B.M. F.-5 (1818) IS 5 PACES S OF RAILROAD TRACKS ON EXTENSION
 AU1644'OF TANGENT OF ROAD RUNNING S, 70 PACES S OF CURVE WHERE ROAD
 AU1644'TURNS W, 3 FEET E OF RAILROAD-CROSSING SIGN, 100 YARDS W OF
 AU1644'SMALL RAILROAD BRIDGE NO. 3G, AND 507 PACES FROM STATION
 AU1644'S 16 DEG 04 MIN E.
 AU1644'
 AU1644'BEARING FROM STATION OF BRICK STACK AT OLD NORTH BEND SUGAR
 AU1644'MILL IS S 37 DEG 55 MIN W.
 AU1644
 AU1644                          STATION RECOVERY (1934)
 AU1644
 AU1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU1644'STATION WAS RECOVERED IN GOOD CONDITION FROM THE ORIGINAL
 AU1644'DESCRIPTION.  IT IS ON THE FOSTER PLANTATION NOW OWNED BY NELSON
 AU1644'BOUDREAUX.  IT IS ABOUT 6 MILES S OF CENTERVILLE ON THE W
 AU1644'SIDE OF A GRAVEL ROAD (STATE HIGHWAY 60) LEADING S FROM
 AU1644'CENTERVILLE.  THE STATION IS IN THE NE CORNER OF THE HOUSE
 AU1644'LOT, A SHORT DISTANCE S OF AN OLD STORE WITH A GAS PUMP IN
 AU1644'FRONT OF IT.  IT IS 5.9 METERS W OF THE STREET LINE FENCE,
 AU1644'0.6 METERS S OF AN E-W FENCE LINE, 21.2 METERS NE OF A 5-FOOT
 AU1644'LIVE OAK TREE AND 34 METERS FROM THE NE CORNER OF THE HOUSE.
 AU1644'
 AU1644'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION, IT BEING
 AU1644'ON THE E SIDE OF THE ROAD IN FRONT OF A SMALL HOUSE.
 AU1644'
 AU1644'REFERENCE MARK NO. 2 (B.M. F5 1818) WAS FOUND IN GOOD CONDITION.
 AU1644'IT IS 438.3 METERS S OF THE STATION MARK, ON THE CENTER LINE
 AU1644'OF THE ROAD, EXTENDED S, LEADING PAST THE STATION, ABOUT 6
 AU1644'METERS S OF THE RAILROAD TRACK.  THERE IS A RAILROAD BRIDGE,
 AU1644'NO. 36, 30 METERS E OF THIS REFERENCE MARK.
 AU1644
 AU1644                          STATION RECOVERY (1947)
 AU1644
 AU1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU1644'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 AU1644'FOLLOWING EXCEPTIONS--
 AU1644'
 AU1644'1.  REFERENCE MARK 2 (B.M. F5 1818) IS LOOSE IN THE GROUND
 AU1644'BUT CANNOT BE REMOVED.
 AU1644'
 AU1644'2.  THE RAILROAD TRACK HAS BEEN REMOVED BUT THE EMBANKMENT
 AU1644'IS VISIBLE.
 AU1644'
 AU1644'3.  RAILROAD BRIDGE 36 HAS BEEN REMOVED AND A PLANK FOOTBRIDGE
 AU1644'SUBSTITUED FOR IT.
 AU1644'
 AU1644'DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND TO BE
 AU1644'CORRECT.
 AU1644
 AU1644                          STATION RECOVERY (1955)
 AU1644
 AU1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU1644'4.2 MI. SW ALONG STATE HIGHWAY 60 FROM THE TEXAS AND NEW ORLEANS
 AU1644'RAILROAD STATION AT BAYOU SALE, 111.2 FT. NE OF THE NE CORNER
 AU1644'OF AN ABANDONED HOUSE, 43 FT. W OF THE CENTERLINE OF THE HIGHWAY,
 AU1644'37 FT. SE OF THE MORE E ONE OF TWO LARGE PECAN TREES, 7.7 FT.
 AU1644'SE OF A POWER POLE, 3.3 FT. N OF A FENCE, A TRIANGULATION-STATION
 AU1644'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT.
 AU1644'ABOVE THE GROUND, AND STAMPED FOSTER 1931.
 AU1644'
 AU1644'REFERENCE MARK 1 IS 106.7 FT. NE OF THE TRIANGULATION STATION,
 AU1644'24 FT. E OF THE CENTERLINE OF THE HIGHWAY, 17 FT. NW OF THE
 AU1644'SW CORNER OF AN ABANDONED HOUSE, 2 FT. E OF A WITNESS POST,
 AU1644'A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 AU1644'PROJECTING 0.1 FT. ABOVE THE GROUND, AND STAMPED FOSTER NO 1
 AU1644'1931.
 AU1644
 AU1644                          STATION RECOVERY (1957)
 AU1644
 AU1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU1644'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AU1644'IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS INADEQUATE,
 AU1644'A NEW DESCRIPTION FOLLOWS--
 AU1644'
 AU1644'THE STATION IS LOCATED 6.1 MILES SW OF CENTERVILLE ALONG
 AU1644'LA. HIGHWAY 317.  IT IS ON THE WEST SIDE OF HIGHWAY 317 IN
 AU1644'THE SE CORNER OF A PASTURE, ABOUT 300 FT. SOUTH OF AN OLD
 AU1644'STORE BUILDING, ABOUT 120 FT. NE OF OLD PLANTATION HOUSE,
 AU1644'44 FT. WEST OF CENTERLINE OF LA. HIGHWAY 317, AND 18.7 FT.
 AU1644'WEST OF FENCE CORNER.  IT IS A STANDARD DISK STAMPED, FOSTER
 AU1644'1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 AU1644'WHICH PROJECTS 4 IN. ABOVE GROUND.
 AU1644'
 AU1644'REFERENCE MARK 1 IS ON THE EAST SIDE OF LA. HIGHWAY 317 IN
 AU1644'FRONT OF A SMALL HOUSE.  IT IS 32 FT. SOUTH OF REA POLE NO.
 AU1644'326 23.3 FEET EAST OF CENTERLINE OF HIGHWAY, 7.8 FT. WEST OF
 AU1644'WEST EDGE OF PORCH AND IN A FENCE LINE.  IT IS A STANDARD
 AU1644'DISK STAMPED, FOSTER NO 1 1931, SET IN THE TOP OF A 12 IN.
 AU1644'SQUARE CONCRETE MONUMENT WHICH PROJECTS 14 INCHES ABOVE GROUND.
 AU1644'
 AU1644'REFERENCE MARK 2 (B.M. F-5 1818) IS 438.3 METERS SOUTH OF THE
 AU1644'STATION, 98 FT. WEST OF OLD RAILROAD TRESTLE AND 15 FT. SOUTH OF
 AU1644'OLD RAILROAD BED.  IT IS A STANDARD BENCH MARK DISK STAMPED,
 AU1644'F5 1818, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 AU1644'WHICH PROJECTS 6 INCHES ABOVE GROUND.
 AU1644
 AU1644                          STATION RECOVERY (1963)
 AU1644
 AU1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 AU1644'4.2 MI SW FROM BAYOU SALE.
 AU1644'LOCATED 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 317 FROM ITS
 AU1644'INTERSECTION WITH THE TEXAS AND NEW ORLEANS RAILROAD AT BAYOU SALE,
 AU1644'111.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 43 FEET WEST
 AU1644'OF THE CENTERLINE OF THE HIGHWAY, 37 FEET SOUTHEAST OF THE MOST
 AU1644'EASTERLY OF TWO LARGE PECAN TREES, 8 FEET SOUTHEAST OF A POWER POLE,
 AU1644'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 AU1644'TRIANGULATION DISK, STAMPED FOSTER 1931 SET IN THE TOP OF A 14-INCH
 AU1644'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 AU1644
 AU1644                          STATION RECOVERY (1990)
 AU1644
 AU1644'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU1644'RECOVERED IN GOOD CONDITION.
 AU1644
 AU1644                          STATION RECOVERY (1991)
 AU1644
 AU1644'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AU1644'THE STATION IS LOCATED 6.1 MI (9.82 KM) SOUTHWEST OF CENTERVILLE
 AU1644'ON THE WEST SIDE OF HIGHWAY 317.
 AU1644'TO REACH THE STATION FROM CENTERVILLE, FOLLOW HIGHWAY 317 SOUTH
 AU1644'FOR 5.7 MI (9.17 KM) TO STATION ON RIGHT APPROXIMATELY 0.25 MI
 AU1644'(0.40 KM) NORTH OF POINT WHERE ROAD MEETS RAILROAD AND TURNS WEST
 AU1644'PARALLELING THE TRACKS.
 AU1644'THE STATION IS A STANDARD USCGS DISK STAMPED ---FOSTER 1931---
 AU1644'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 AU1644'INCHES ABOVE THE GROUND.  IT IS LOCATED IN THE SOUTHEAST CORNER OF A
 AU1644'PASTURE APPROXIMATELY 300 FT (91.44 M) SOUTH OF AN OLD STORE, 120 FT
 AU1644'(36.58 M) NORTHEAST OF AN OLD PLANTATION HOUSE, 44 FT (13.41 M) WEST
 AU1644'OF THE CENTERLINE OF HIGHWAY 317, AND 18.7 FT (5.70 M) WEST OF A
 AU1644'FENCE CORNER.
 AU1644'DESCRIBED BY R.P. BUTLER.
 AU1644
 AU1644                          STATION RECOVERY (1992)
 AU1644
 AU1644'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AU1644'RECOVERED IN GOOD CONDITION.
 AU1644
 AU1644                          STATION RECOVERY (1999)
 AU1644
 AU1644'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU1644'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU1644'THE TO REACH DESCRIPTION IN THE 1992 DESCRIPTION IS CORRECT BUT THE
 AU1644'OLD STORE AND OLD PLANTATION HOUSE NO LONGER EXIST. A NEW RED BRICK
 AU1644'HOUSE ADDRESS 2852 LA 317 HAS BEEN BUILT EAST OF THE MONUMENT. THE
 AU1644'MONUMENT IS 11.4 FT NORTH OF THE NORTH EDGE OF A NEW CONCRETE
 AU1644'DRIVEWAY LEADING TO THE HOUSE, 55 FT EAST OF THE SOUTHEAST CORNER OF
 AU1644'HOUSE AND 65.7 FT SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE.
 AU1644'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2949 ***********************************************************************
 CP2949  DESIGNATION -  FOSTER
 CP2949  PID         -  CP2949
 CP2949  STATE/COUNTY-  LA/MADISON
 CP2949  USGS QUAD   -  WESTWOOD (1987)
 CP2949
 CP2949                         *CURRENT SURVEY CONTROL
 CP2949  ___________________________________________________________________
 CP2949* NAD 83(1992)-  32 14 55.90705(N)    091 16 13.65821(W)     ADJUSTED  
 CP2949* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 CP2949  ___________________________________________________________________
 CP2949  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CP2949  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2949
 CP2949  HORZ ORDER  -  FIRST
 CP2949
 CP2949.The horizontal coordinates were established by classical geodetic methods
 CP2949.and adjusted by the National Geodetic Survey in May 1994..
 CP2949
 CP2949.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2949
 CP2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2949
 CP2949.The geoid height was determined by GEOID03.
 CP2949
 CP2949;                    North         East     Units Scale Factor Converg.
 CP2949;SPC LA N     -   194,563.695 1,115,857.695   MT  0.99993138   +0 39 00.2
 CP2949;SPC LA N     -   638,331.06  3,660,943.12   sFT  0.99993138   +0 39 00.2
 CP2949;UTM  15      - 3,569,333.270   662,932.185   MT  0.99992738   +0 55 23.1
 CP2949
 CP2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2949!SPC LA N     -   1.00000043  x   0.99993138  =   0.99993181
 CP2949!UTM  15      -   1.00000043  x   0.99992738  =   0.99992781
 CP2949
 CP2949|---------------------------------------------------------------------|
 CP2949| PID    Reference Object                     Distance      Geod. Az  |
 CP2949|                                                           dddmmss.s |
 CP2949| CY3596 FOSTER RM 1                          52.224 METERS 00452     |
 CP2949| CY3597 FOSTER RM 2                          26.045 METERS 12905     |
 CP2949| CY3595 FOSTER AZ MK                                       2791130.7 |
 CP2949|---------------------------------------------------------------------|
 CP2949
 CP2949                          SUPERSEDED SURVEY CONTROL
 CP2949
 CP2949  NAD 83(1992)-  32 14 55.91421(N)    091 16 13.65662(W) AD(       ) 1
 CP2949  NAD 83(1986)-  32 14 55.91917(N)    091 16 13.65498(W) AD(       ) 1
 CP2949  NAD 27      -  32 14 55.38185(N)    091 16 13.24726(W) AD(       ) 1
 CP2949  NGVD 29 (07/19/86)   23.7    (m)           78.     (f) VERT ANG       
 CP2949
 CP2949.Superseded values are not recommended for survey control.
 CP2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2949.See file dsdata.txt to determine how the superseded data were derived.
 CP2949
 CP2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6293269333(NAD 83)
 CP2949_MARKER: DS = TRIANGULATION STATION DISK
 CP2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2949
 CP2949  HISTORY     - Date     Condition        Report By
 CP2949  HISTORY     - 1971     MONUMENTED       NGS
 CP2949
 CP2949                          STATION DESCRIPTION
 CP2949
 CP2949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2949'RMS MEASURED WITH A 300 FOOT TAPE PULLING 10 KG. TENSION.
 CP2949'
 CP2949'THE STATION IS ABOUT 19 MILES SOUTHEAST OF DELHI, 12 MILES
 CP2949'SOUTHWEST OF TALLULAH, 12 MILES NORTH-NORTHWEST OF NEWELLTON,
 CP2949'IN THE SE 1/4 SECTION 35, T 14 N, R 12 E, AND ON LAND OWNED BY
 CP2949'MR. J.W. MCLEMORE, WINNSBORO, LOUISIANA, 71295.
 CP2949'
 CP2949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP2949'U.S. HIGHWAY 65 AT THE NORTHWEST CORNER OF THE COURT HOUSE IN
 CP2949'TALLULAH, GO SOUTH ON U.S. HIGHWAY 65 FOR 4.1 MILES TO THE
 CP2949'JUNCTION OF STATE HIGHWAY 603.  CONTINUE SOUTH ON U.S. HIGHWAY
 CP2949'65 FOR 8.6 MILES TO A CROSSROAD AND JUNCTION OF STATE HIGHWAY
 CP2949'603.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 3.75 MILES
 CP2949'TO A T-ROAD AND THE STATION ON THE LEFT.
 CP2949'
 CP2949'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND WEST
 CP2949'ON A FIELD ROAD FOR 0.75 MILE TO THE END OF THE FIELD ROAD AND
 CP2949'THE AZIMUTH MARK ON THE LEFT.
 CP2949'
 CP2949'STATION MARKS ARE STANDARD DISKS STAMPED FOSTER 1971.  THE
 CP2949'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2949'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 131 FEET
 CP2949'SOUTH OF THE CENTER OF THE T-ROAD, 116 FEET NORTHWEST OF THE
 CP2949'SOUTHWEST CORNER OF A HOUSE AND 45 FEET NORTH OF THE NORTHWEST
 CP2949'CORNER OF A TIN SHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CP2949'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP2949'SURFACE.
 CP2949'
 CP2949'REFERENCE MARK 1, A STANDARD DISK STAMPED FOSTER NO 1 1971,
 CP2949'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2949'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET SOUTHEAST
 CP2949'OF THE SOUTHWEST CORNER OF A HOUSE, 25 FEET NORTH OF THE CENTER
 CP2949'OF THE GRAVELED ROAD AND 2 FEET EAST OF A POWERLINE POLE.
 CP2949'
 CP2949'REFERENCE MARK 2, A STANDARD DISK STAMPED FOSTER NO 2 1971,
 CP2949'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2949'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET WEST OF
 CP2949'THE SOUTHWEST CORNER OF A HOUSE, 13 FEET EAST OF THE CENTER OF A
 CP2949'FIELD ROAD AND 2 FEET NORTH OF A POWERLINE POLE.
 CP2949'
 CP2949'THE AZIMUTH MARK, A STANDARD DISK STAMPED FOSTER 1971, IS SET
 CP2949'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2949'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET SOUTH
 CP2949'OF THE CENTER OF A GATE AND FIELD ROAD AND 2.8 FEET NORTH OF A
 CP2949'METAL WITNESS POST.
 CP2949'
 CP2949'HEIGHT OF LIGHT ABOVE STATION MARK 41.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1311 ***********************************************************************
 AT1311  DESIGNATION -  FOSTER CANAL EASTEND NAV LIGHT
 AT1311  PID         -  AT1311
 AT1311  STATE/COUNTY-  LA/PLAQUEMINES
 AT1311  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1311
 AT1311                         *CURRENT SURVEY CONTROL
 AT1311  ___________________________________________________________________
 AT1311* NAD 83(1992)-  29 31 54.06152(N)    089 45 10.15622(W)     ADJUSTED  
 AT1311* NAVD 88     -                                                        
 AT1311  **This station is located in a subsidence area (see below).
 AT1311  ___________________________________________________________________
 AT1311  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AT1311  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AT1311
 AT1311  HORZ ORDER  -  THIRD
 AT1311
 AT1311.The horizontal coordinates were established by classical geodetic methods
 AT1311.and adjusted by the National Geodetic Survey in January 1993..
 AT1311
 AT1311 ** The orthometric height has not been validated since last determined
 AT1311 ** by differential leveling and should not be used for control purposes.
 AT1311 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1311 ** area with valid NAVD 88 orthometric heights.
 AT1311 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1311 ** epoch indicated which incorporates improved geoid heights for the
 AT1311 ** Southern Louisiana Subsidence area.
 AT1311 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1311
 AT1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1311
 AT1311.The geoid height was determined by GEOID03.
 AT1311
 AT1311;                    North         East     Units Scale Factor Converg.
 AT1311;SPC LA S     -   115,414.070 1,153,197.533   MT  0.99995905   +0 47 25.0
 AT1311;SPC LA S     -   378,654.33  3,783,448.91   sFT  0.99995905   +0 47 25.0
 AT1311;UTM  16      - 3,270,054.615   233,205.875   MT  1.00047836   -1 21 27.7
 AT1311
 AT1311                          SUPERSEDED SURVEY CONTROL
 AT1311
 AT1311  NAD 83(1986)-  29 31 54.07208(N)    089 45 10.16158(W) AD(       ) 4
 AT1311  NAD 27      -  29 31 53.30000(N)    089 45 09.92000(W) AD(       ) 3
 AT1311
 AT1311.Superseded values are not recommended for survey control.
 AT1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1311.See file dsdata.txt to determine how the superseded data were derived.
 AT1311
 AT1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3320670055(NAD 83)
 AT1311_MARKER: 14 = NAVIGATION LIGHT
 AT1311
 AT1311  HISTORY     - Date     Condition        Report By
 AT1311  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1311
 AT1311                          STATION DESCRIPTION
 AT1311
 AT1311'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1452 ***********************************************************************
 BW1452  DESIGNATION -  FOULES
 BW1452  PID         -  BW1452
 BW1452  STATE/COUNTY-  LA/CATAHOULA
 BW1452  USGS QUAD   -  FOULES (1983)
 BW1452
 BW1452                         *CURRENT SURVEY CONTROL
 BW1452  ___________________________________________________________________
 BW1452* NAD 83(1986)-  31 49 43.     (N)    091 35 51.     (W)     SCALED    
 BW1452* NAVD 88     -        18.68   (+/-2cm)      61.3    (feet)  VERTCON   
 BW1452  ___________________________________________________________________
 BW1452  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1452
 BW1452  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1452
 BW1452.The horizontal coordinates were scaled from a topographic map and have
 BW1452.an estimated accuracy of +/- 6 seconds.
 BW1452
 BW1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1452.The vertical order pertains to the NGVD 29 superseded value.
 BW1452
 BW1452.The geoid height was determined by GEOID03.
 BW1452
 BW1452;                    North         East    Units  Estimated Accuracy
 BW1452;SPC LA N     -   147,670.    1,085,430.      MT  (+/- 180 meters Scaled)
 BW1452
 BW1452                          SUPERSEDED SURVEY CONTROL
 BW1452
 BW1452  NGVD 29 (??/??/92)   18.684  (m)           61.30   (f) ADJ UNCH    1 2
 BW1452
 BW1452.Superseded values are not recommended for survey control.
 BW1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1452.See file dsdata.txt to determine how the superseded data were derived.
 BW1452
 BW1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR327222(NAD 83)
 BW1452_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1452_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1452_STAMPING: FOULES
 BW1452_MARK LOGO: USE   
 BW1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1452+STABILITY: SURFACE MOTION
 BW1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1452+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 BW1452
 BW1452  HISTORY     - Date     Condition        Report By
 BW1452  HISTORY     - UNK      MONUMENTED       DOD
 BW1452  HISTORY     - 1966     GOOD             NGS
 BW1452  HISTORY     - 19880225 GOOD             LADTD
 BW1452
 BW1452                          STATION DESCRIPTION
 BW1452
 BW1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1452'4.1 MI SE FROM SICILY ISLAND.
 BW1452'ABOUT 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1452'POST OFFICE AT SICILY ISLAND, THENCE 4.0 MILES SOUTHEAST ALONG STATE
 BW1452'HIGHWAY 15, IN SECTION 24, T 10 N, R 8 E, 92 FEET WEST OF THE CENTER
 BW1452'OF THE JUNCTION OF THE HIGHWAY AND STATE ROAD 920, ON THE INSIDE OF A
 BW1452'CURVE AND 71 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET
 BW1452'NORTHEAST OF THE NORTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 1.2
 BW1452'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 BW1452'OF THE HIGHWAY, A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING
 BW1452'16 INCHES.
 BW1452
 BW1452                          STATION RECOVERY (1988)
 BW1452
 BW1452'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BW1452'THE MARK IS LOCATED 6.4 KM (4.00 MI) EAST OF SICILY ISLAND.
 BW1452'OWNERSHIP--UNKNOWN.
 BW1452'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 8 IN
 BW1452'SICILY ISLAND GO EAST FOR 6.4 KM (4.00 MI) ON HIGHWAY 15 TO THE MARK
 BW1452'ON THE RIGHT.
 BW1452'THE MARK IS 28 M (91.9 FT) WEST FROM THE CENTER OF THE INTERSECTION OF
 BW1452'HIGHWAY 15 AND A PARISH ROAD LEADING NORTH (T E GOOD RD), 21.6 M
 BW1452'(70.9 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY AND 0.32 M
 BW1452'(1.0 FT) SOUTHEAST FROM A WITNESS POST.  THE MARK IS 0.6 M (2.0 FT)
 BW1452'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1453 ***********************************************************************
 BW1453  DESIGNATION -  FOULES BOLT
 BW1453  PID         -  BW1453
 BW1453  STATE/COUNTY-  LA/CATAHOULA
 BW1453  USGS QUAD   -  FOULES (1983)
 BW1453
 BW1453                         *CURRENT SURVEY CONTROL
 BW1453  ___________________________________________________________________
 BW1453* NAD 83(1986)-  31 49 43.     (N)    091 35 51.     (W)     SCALED    
 BW1453* NAVD 88     -        17.41   (+/-2cm)      57.1    (feet)  VERTCON   
 BW1453  ___________________________________________________________________
 BW1453  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1453
 BW1453  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1453
 BW1453.The horizontal coordinates were scaled from a topographic map and have
 BW1453.an estimated accuracy of +/- 6 seconds.
 BW1453
 BW1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1453.The vertical order pertains to the NGVD 29 superseded value.
 BW1453
 BW1453.The geoid height was determined by GEOID03.
 BW1453
 BW1453;                    North         East    Units  Estimated Accuracy
 BW1453;SPC LA N     -   147,670.    1,085,430.      MT  (+/- 180 meters Scaled)
 BW1453
 BW1453                          SUPERSEDED SURVEY CONTROL
 BW1453
 BW1453  NGVD 29 (??/??/92)   17.421  (m)           57.16   (f) ADJ UNCH    1 2
 BW1453
 BW1453.Superseded values are not recommended for survey control.
 BW1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1453.See file dsdata.txt to determine how the superseded data were derived.
 BW1453
 BW1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR327222(NAD 83)
 BW1453_MARKER: B = BOLT
 BW1453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1453_SP_SET: CONCRETE SLAB
 BW1453_STAMPING: FOULES
 BW1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1453
 BW1453  HISTORY     - Date     Condition        Report By
 BW1453  HISTORY     - UNK      MONUMENTED       DOD
 BW1453  HISTORY     - 1966     GOOD             NGS
 BW1453
 BW1453                          STATION DESCRIPTION
 BW1453
 BW1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1453'4.1 MI SE FROM SICILY ISLAND.
 BW1453'0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BW1453'OFFICE AT SICILY ISLAND, THENCE 4.0 MILES SOUTHEAST ALONG STATE
 BW1453'HIGHWAY 15, IN SECTION 24, T 10 N, R 8 E, 92 FEET WEST OF THE CENTER
 BW1453'OF THE JUNCTION OF THE HIGHWAY AND STATE ROAD 920, ON THE INSIDE OF A
 BW1453'CURVE AND 71 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET
 BW1453'NORTHEAST OF THE NORTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 1.2
 BW1453'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 BW1453'OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT
 BW1453'3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 BW1453'PIPE BEARING A BRASS CAP AND PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2652 ***********************************************************************
 BX2652  DESIGNATION -  FOUNDARY RESET
 BX2652  PID         -  BX2652
 BX2652  STATE/COUNTY-  LA/RAPIDES
 BX2652  USGS QUAD   -  ALEXANDRIA (1992)
 BX2652
 BX2652                         *CURRENT SURVEY CONTROL
 BX2652  ___________________________________________________________________
 BX2652* NAD 83(1992)-  31 17 56.83192(N)    092 26 44.57598(W)     ADJUSTED  
 BX2652* NAVD 88     -        22.59   (+/-2cm)      74.1    (feet)  VERTCON   
 BX2652  ___________________________________________________________________
 BX2652  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BX2652  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX2652
 BX2652  HORZ ORDER  -  FIRST
 BX2652  VERT ORDER  -  THIRD ? (See Below)
 BX2652
 BX2652.The horizontal coordinates were established by classical geodetic methods
 BX2652.and adjusted by the National Geodetic Survey in January 1993..
 BX2652
 BX2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2652.The vertical order pertains to the NGVD 29 superseded value.
 BX2652
 BX2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2652
 BX2652.The geoid height was determined by GEOID03.
 BX2652
 BX2652;                    North         East     Units Scale Factor Converg.
 BX2652;SPC LA N     -    88,604.950 1,005,168.001   MT  0.99997261   +0 01 43.3
 BX2652;SPC LA N     -   290,698.07  3,297,788.68   sFT  0.99997261   +0 01 43.3
 BX2652;UTM  15      - 3,462,885.266   552,749.843   MT  0.99963432   +0 17 16.7
 BX2652
 BX2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2652!SPC LA N     -   1.00000062  x   0.99997261  =   0.99997323
 BX2652!UTM  15      -   1.00000062  x   0.99963432  =   0.99963494
 BX2652
 BX2652:                Primary Azimuth Mark                     Grid Az
 BX2652:SPC LA N     -  LEE                                      335 25 58.1
 BX2652:UTM  15      -  LEE                                      335 10 24.7
 BX2652
 BX2652|---------------------------------------------------------------------|
 BX2652| PID    Reference Object                     Distance      Geod. Az  |
 BX2652|                                                           dddmmss.s |
 BX2652| BX0762 LEE                                 APPROX. 0.8 KM 3352741.4 |
 BX2652| CY3598 FOUNDRY RM                           10.490 METERS 34725     |
 BX2652|---------------------------------------------------------------------|
 BX2652
 BX2652                          SUPERSEDED SURVEY CONTROL
 BX2652
 BX2652  NAD 83(1986)-  31 17 56.85105(N)    092 26 44.57231(W) AD(       ) 1
 BX2652  NAD 27      -  31 17 56.19424(N)    092 26 44.07761(W) AD(       ) 1
 BX2652  NGVD 29 (07/19/86)   22.58   (m)           74.1    (f) LEVELING    3  
 BX2652
 BX2652.Superseded values are not recommended for survey control.
 BX2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2652.See file dsdata.txt to determine how the superseded data were derived.
 BX2652
 BX2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5275062885(NAD 83)
 BX2652_MARKER: DS = TRIANGULATION STATION DISK
 BX2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2652
 BX2652  HISTORY     - Date     Condition        Report By
 BX2652  HISTORY     - 1935     MONUMENTED       CGS
 BX2652
 BX2652                          STATION DESCRIPTION
 BX2652
 BX2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2652'STATION RECOVERED AS DESCRIBED.  SURFACE MARK LOOSE IN GROUND.
 BX2652'REFERENCE MARK DESTROYED.  OLD MONUMENT WITH TABLET REMOVED
 BX2652'IS ON BANK AT EDGE OF DITCH.  STATION RE-MARKED
 BX2652'AND TWO REFERENCE MARKS WERE SET.
 BX2652'
 BX2652'LOCATED IN ALEXANDRIA ABOUT 3/4 MILE E OF UNION STATION, ON
 BX2652'PROLONGATION OF N RAIL TANGENT, ON MAIN TRACK OF LOUISIANA
 BX2652'RAILWAY AND NAVIGATION COMPANY RAILROAD, 118.55 FEET SE OF 6TH
 BX2652'TELEGRAPH POLE E OF MILEPOST NO. 194 ON THE TEXAS PACIFIC AND
 BX2652'MISSOURI PACIFIC RAILROADS, 95.1 FEET NE OF 7TH TELEGRAPH POLE
 BX2652'E OF MILEPOST NO. 194, 25.2 FEET N OF N EDGE OF N RAIL OF MAIN
 BX2652'TRACK, 47.4 FEET W OF TELEGRAPH POLE NO. 6660, 12.7 FEET N
 BX2652'OF SWITCH ROD, 7.5 FEET E OF TELEGRAPH POLE WITH TRIANGLE
 BX2652'FORMED BY 3 COCA COLA CAPS NAILED ON SIDE FACING STATION.
 BX2652'DISK IS STAMPED FOUNDRY 1919.
 BX2652'
 BX2652'NEW REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS
 BX2652'OF 14-BY 14-BY 30-INCH CONCRETE PIERS.
 BX2652'
 BX2652'REFERENCE MARK NO. 1 (1935) IS 59 FEET W OF TELEGRAPH POLE
 BX2652'WITH TRIANGLE FACING STATION, 26.7 FEET N OF N RAIL OF MAIN
 BX2652'TRACK FROM A POINT 17.5 FEET E OF SWITCH JUNCTION, 26.5 FEET
 BX2652'NE OF EASTERN ONE OF 2 SWITCHES, 12.4 FEET NE OF TELEGRAPH
 BX2652'POLE WITH FIGURE 1 ON S SIDE, 20.24 METERS (66.41 FEET) FROM
 BX2652'STATION N 18 DEG 44 MIN 54 SEC W.
 BX2652'
 BX2652'REFERENCE MARK NO. 2 (1935) IS BETWEEN TEXAS PACIFIC AND MISSOURI
 BX2652'PACIFIC TRACKS AND LOUISIANA AND ARKANSAS RAILROAD, 61 FEET N
 BX2652'OF N RAIL OF TEXAS PACIFIC AND MISSOURI PACIFIC RAILROAD,
 BX2652'32.4 FEET N OF TELEGRAPH POLE WITH A TRIANGLE ON IT, 50.4
 BX2652'FEET NW OF TELEGRAPH POLE NO. 6660, AND 6.335 METERS (20.78 FEET)
 BX2652'FROM STATION N 64 DEG 03 MIN 36 SEC E.  TO REFERENCE
 BX2652'MARK NO. 1 IT IS 20.655 METERS (67.77 FEET) N 36 DEG
 BX2652'26 MIN 30 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2929 ***********************************************************************
 BX2929  DESIGNATION -  FOUNT
 BX2929  PID         -  BX2929
 BX2929  STATE/COUNTY-  LA/VERNON
 BX2929  USGS QUAD   -  BURR FERRY (1967)
 BX2929
 BX2929                         *CURRENT SURVEY CONTROL
 BX2929  ___________________________________________________________________
 BX2929* NAD 83(1992)-  31 04 36.91589(N)    093 28 13.18843(W)     ADJUSTED  
 BX2929* NAVD 88     -        72.7    (meters)     239.     (feet)  VERTCON   
 BX2929  ___________________________________________________________________
 BX2929  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 BX2929  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BX2929
 BX2929  HORZ ORDER  -  SECOND
 BX2929
 BX2929.The horizontal coordinates were established by classical geodetic methods
 BX2929.and adjusted by the National Geodetic Survey in February 1996..
 BX2929
 BX2929.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2929
 BX2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2929
 BX2929.The geoid height was determined by GEOID03.
 BX2929
 BX2929;                    North         East     Units Scale Factor Converg.
 BX2929;SPC LA N     -    64,382.515   907,403.048   MT  1.00002156   -0 30 46.9
 BX2929;SPC LA N     -   211,228.30  2,977,038.17   sFT  1.00002156   -0 30 46.9
 BX2929;SPC TX C     - 3,176,527.615 1,354,427.126   MT  0.99988261   +3 32 05.5
 BX2929;SPC TX C     -10,421,657.68  4,443,649.66   sFT  0.99988261   +3 32 05.5
 BX2929;UTM  15      - 3,438,221.826   455,135.281   MT  0.99962483   -0 14 34.0
 BX2929
 BX2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2929!SPC LA N     -   0.99999284  x   1.00002156  =   1.00001440
 BX2929!SPC TX C     -   0.99999284  x   0.99988261  =   0.99987545
 BX2929!UTM  15      -   0.99999284  x   0.99962483  =   0.99961768
 BX2929
 BX2929|---------------------------------------------------------------------|
 BX2929| PID    Reference Object                     Distance      Geod. Az  |
 BX2929|                                                           dddmmss.s |
 BX2929| CV7604 FOUNT RM 1                           13.150 METERS 05240     |
 BX2929| CV7603 FOUNT AZ MK                                        0581118.4 |
 BX2929| BX2928 FOUNT LDH 1972 A PT                   9.061 METERS 15826     |
 BX2929| CV7605 FOUNT RM 2                           13.883 METERS 16443     |
 BX2929|---------------------------------------------------------------------|
 BX2929
 BX2929                          SUPERSEDED SURVEY CONTROL
 BX2929
 BX2929  NAD 83(1992)-  31 04 36.91985(N)    093 28 13.18685(W) AD(       ) 2
 BX2929  NAD 83(1986)-  31 04 36.92348(N)    093 28 13.18573(W) AD(       ) 2
 BX2929  NAD 27      -  31 04 36.24002(N)    093 28 12.56959(W) AD(       ) 2
 BX2929  NGVD 29 (07/19/86)   72.8    (m)          239.     (f) VERT ANG       
 BX2929
 BX2929.Superseded values are not recommended for survey control.
 BX2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2929.See file dsdata.txt to determine how the superseded data were derived.
 BX2929
 BX2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5513538222(NAD 83)
 BX2929_MARKER: DD = SURVEY DISK
 BX2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2929
 BX2929  HISTORY     - Date     Condition        Report By
 BX2929  HISTORY     - 1972     MONUMENTED       LADH
 BX2929  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2929
 BX2929                          STATION DESCRIPTION
 BX2929
 BX2929'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BX2929'THE STATION IS LOCATED 6 MILES NORTH-NORTHEAST OF EVANS, 13 MILES
 BX2929'SOUTHWEST OF LEESVILLE, AND 15.5 MILES NORTHWEST OF ROSEPINE, IN THE
 BX2929'SOUTHEAST 1/4 OF SECTION 10,T1N, R11W, AND ON THE PROPERTY OWNED BY
 BX2929'J. O. FOUNTAIN, ADRESS HIGHWAY 8, LEESVILLE, LOUISIANA, TELEPHONE
 BX2929'286-5223.
 BX2929'
 BX2929'TO REACH THE STATION FROM LEESVILLE AT THE JUNCTION OF U. S. HIGHWAY
 BX2929'171 AND STATE HIGHWAY 8 GO WESTERLY ON HIGHWAY 8 FOR 15.4 MILES TO
 BX2929'THE STATION WHICH IS SET ON THE LEFT AND SOUTHEAST OF THE HIGHWAY
 BX2929'NEAR A GUM TREE AND A FENCE.
 BX2929'
 BX2929'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST
 BX2929'ALONG STATE HIGHWAY 8 FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND
 BX2929'NORTHWEST OF THE HIGHWAY NEAR A FENCE.
 BX2929'
 BX2929'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2929'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2929'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2929'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2929'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2929'STAMPED FOUNT 1972.  THE MARK IS 62 FEET SOUTH OF THE CENTER OF A
 BX2929'BOX CULVERT, 48 FEET NORTHWEST OF A FENCE CORNER, 32 FEET NORTHEAST
 BX2929'OF A POWER POLE, AND 5 FEET SOUTHEAST OF A 40 INCH GUM TREE.
 BX2929'
 BX2929'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2929'U. S. COAST AND GODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2929'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2929'STAMPED FOUNT R. M. 1 1972.  IT IS 72 FEET WEST-NORTHWEST OF A
 BX2929'FENCE, 57 FEET WEST OF THE CENTER OF STATE HIGHWAY 8, 42 FEET
 BX2929'NORTHEAST OF A 40 INCH GUM TREE, AND 39 FEET WEST OF THE CENTER OF A
 BX2929'BOX CULVERT.
 BX2929'
 BX2929'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2929'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2929'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2929'STAMPED FOUNT R. M. 2 1972.  IT IS 59 FEET EAST-NORTHEAST OF A
 BX2929'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 50 FEET EAST OF A 40 INCH
 BX2929'GUM TREE, 50 FEET EAST-NORTHEAST OF A POWER POLE, 2 FEET
 BX2929'WEST-NORTHWEST OF A FENCE CORNER, AND 1.5 FEET WEST OF A METAL
 BX2929'WITNESS POST AND SIGN.
 BX2929'
 BX2929'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2929'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2929'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2929'STAMPED FOUNT AZ.MK. 1972.  IT IS 60 FEET NORTHEAST OF A CONCRETE
 BX2929'HIGHWAY RIGHT-OF-WAY MARKER, 57 FEET NORTHWEST OF THE CENTER OF
 BX2929'STATE HIGHWAY 8, 1.5 FEET SOUTHWEST OF A FENCE AND 1 FOOT SOUTHWEST
 BX2929'OF A METAL WITNESS POST AND SIGN.
 BX2929'
 BX2929'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX2929
 BX2929                          STATION RECOVERY (1994)
 BX2929
 BX2929'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3064 ***********************************************************************
 AU3064  DESIGNATION -  FOUR
 AU3064  PID         -  AU3064
 AU3064  STATE/COUNTY-  LA/TERREBONNE
 AU3064  USGS QUAD   -  DOG LAKE (1994)
 AU3064
 AU3064                         *CURRENT SURVEY CONTROL
 AU3064  ___________________________________________________________________
 AU3064* NAD 83(1992)-  29 14 55.37205(N)    090 46 47.31410(W)     ADJUSTED  
 AU3064* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3064  **This station is located in a subsidence area (see below).
 AU3064  ___________________________________________________________________
 AU3064  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU3064  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AU3064
 AU3064  HORZ ORDER  -  SECOND
 AU3064
 AU3064.The horizontal coordinates were established by classical geodetic methods
 AU3064.and adjusted by the National Geodetic Survey in January 1993..
 AU3064
 AU3064 ** The orthometric height has not been validated since last determined
 AU3064 ** by differential leveling and should not be used for control purposes.
 AU3064 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3064 ** area with valid NAVD 88 orthometric heights.
 AU3064 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3064 ** epoch indicated which incorporates improved geoid heights for the
 AU3064 ** Southern Louisiana Subsidence area.
 AU3064 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3064.The orthometric height was scaled from a topographic map.
 AU3064
 AU3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3064
 AU3064.The geoid height was determined by GEOID03.
 AU3064
 AU3064;                    North         East     Units Scale Factor Converg.
 AU3064;SPC LA S     -    83,123.068 1,053,805.537   MT  1.00001125   +0 16 36.4
 AU3064;SPC LA S     -   272,712.93  3,457,360.33   sFT  1.00001125   +0 16 36.4
 AU3064;UTM  15      - 3,237,584.670   715,755.131   MT  1.00017444   +1 05 06.8
 AU3064
 AU3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3064!SPC LA S     -   1.00000385  x   1.00001125  =   1.00001510
 AU3064!UTM  15      -   1.00000385  x   1.00017444  =   1.00017830
 AU3064
 AU3064:                Primary Azimuth Mark                     Grid Az
 AU3064:SPC LA S     -  ROSO                                     010 11 46.3
 AU3064:UTM  15      -  ROSO                                     009 23 15.9
 AU3064
 AU3064|---------------------------------------------------------------------|
 AU3064| PID    Reference Object                     Distance      Geod. Az  |
 AU3064|                                                           dddmmss.s |
 AU3064| AU3083 ROSO                                APPROX. 5.8 KM 0102822.7 |
 AU3064| DD6680 FOUR RM 1                            17.449 METERS 11641     |
 AU3064| DD6681 FOUR RM 2                            20.986 METERS 32448     |
 AU3064|---------------------------------------------------------------------|
 AU3064
 AU3064                          SUPERSEDED SURVEY CONTROL
 AU3064
 AU3064  NAD 83(1986)-  29 14 55.39417(N)    090 46 47.32438(W) AD(       ) 2
 AU3064  NAD 27      -  29 14 54.58200(N)    090 46 47.00300(W) AD(       ) 2
 AU3064
 AU3064.Superseded values are not recommended for survey control.
 AU3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3064.See file dsdata.txt to determine how the superseded data were derived.
 AU3064
 AU3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1575537585(NAD 83)
 AU3064_MARKER: DS = TRIANGULATION STATION DISK
 AU3064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3064_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3064
 AU3064  HISTORY     - Date     Condition        Report By
 AU3064  HISTORY     - 1934     MONUMENTED       CGS
 AU3064  HISTORY     - 1952     GOOD             CGS
 AU3064  HISTORY     - 1954     GOOD             CGS
 AU3064  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU3064
 AU3064                          STATION DESCRIPTION
 AU3064
 AU3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3064'STATION IS ON THE NW SIDE OF FOUR ISLAND, 0.2 MILE NW OF
 AU3064'FOUR ISLAND OIL DERRICK,23 METERS (75 FEET) FROM THE S BANK
 AU3064'OF FOUR ISLAND BAYOU, 51 METERS (165 FEET) W OF THE CANAL
 AU3064'LEADING TO THE OIL DERRICK AND IN SOFT MARSH.
 AU3064'
 AU3064'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 AU3064'CONCRETE IN THE TOP OF A TILE.
 AU3064'
 AU3064'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU3064'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3064'PILE DRIVEN INTO THE MARSH, IS 9 METERS (30 FEET) FROM THE
 AU3064'BAYOU, IN SOFT MARSH, AND 17.449 METERS (57.25 FEET) FROM
 AU3064'THE STATION S 63 DEG 19 MIN E.
 AU3064'
 AU3064'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU3064'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3064'PILE DRIVEN INTO THE MARSH, IS 20.986 METERS (68.85 FEET)
 AU3064'FROM THE STATION N 35 DEG 12 MIN W.
 AU3064
 AU3064                          STATION RECOVERY (1952)
 AU3064
 AU3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3064'STATION WAS RECOVERED IN GOOD CONDITION.  THE DISTANCES TO
 AU3064'THE REFERENCE MARKS WERE MEASURED AND APPROXIMATE AZIMUTHS
 AU3064'WERE TAKEN BY COMPASS, THE GROUND WAS THEN PROBED TO A DEPTH
 AU3064'OF SEVERAL FEET OVER A LARGE AREA, BUT THE REFERENCE MARKS COULD
 AU3064'NOT BE FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3064'
 AU3064'STATION IS LOCATED ON THE NW SIDE OF THE NE MOUTH OF THE
 AU3064'DREDGED PORTION OF FOUR ISLAND BAYOU, AND 3 FT.N OF A 4-
 AU3064'BY 4-IN. WOODEN WITNESS POST.  THE MEAN HIGH-WATERLINE OF
 AU3064'FOUR ISLAND BAYOU IS 92 FT. N 85 DEG E.
 AU3064'IT IS A STANDARD DISK, UNSTAMPED AND SET IN THE TOP OF A
 AU3064'10-IN. TILE FLUSH WITH THE GROUND.
 AU3064'
 AU3064'AT THE TIME THAT THE STATION WAS VISITED, THERE WAS A 16 FT.
 AU3064'STAND IN PLACE OVER THE STATION.
 AU3064
 AU3064                          STATION RECOVERY (1954)
 AU3064
 AU3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RJL)
 AU3064'STATION RECOVERED IN GOOD CONDITION.
 AU3064'
 AU3064'REFERENCE MARKS WERE NOT SEARCHED FOR.
 AU3064
 AU3064                          STATION RECOVERY (1965)
 AU3064
 AU3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU3064'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AU3064'FOUND.  THE REFERENCE MARKS WERE REPORTED AS NOT FOUND IN
 AU3064'1952 BY A.L.P.  THE AREA HAS ERODED BADLY AND NO TRACE OF
 AU3064'THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3438 ***********************************************************************
 AU3438  DESIGNATION -  FOUR
 AU3438  PID         -  AU3438
 AU3438  STATE/COUNTY-  LA/IBERIA
 AU3438  USGS QUAD   -  BAYOU LUCIEN (1978)
 AU3438
 AU3438                         *CURRENT SURVEY CONTROL
 AU3438  ___________________________________________________________________
 AU3438* NAD 83(1992)-  29 33 13.45735(N)    091 59 55.86551(W)     ADJUSTED  
 AU3438* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AU3438  ___________________________________________________________________
 AU3438  X           -    -193,678.768 (meters)                     COMP
 AU3438  Y           -  -5,549,423.525 (meters)                     COMP
 AU3438  Z           -   3,127,425.753 (meters)                     COMP
 AU3438  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU3438  ELLIP HEIGHT-         -24.22  (meters)          (01/21/93) GPS OBS
 AU3438  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AU3438
 AU3438  HORZ ORDER  -  SECOND
 AU3438  ELLP ORDER  -  FOURTH    CLASS II
 AU3438
 AU3438.The horizontal coordinates were established by GPS observations
 AU3438.and adjusted by the National Geodetic Survey in January 1993..
 AU3438
 AU3438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3438
 AU3438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3438
 AU3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3438
 AU3438.The ellipsoidal height was determined by GPS observations
 AU3438.and is referenced to NAD 83.
 AU3438
 AU3438.The geoid height was determined by GEOID03.
 AU3438
 AU3438;                    North         East     Units Scale Factor Converg.
 AU3438;SPC LA S     -   116,989.335   935,504.472   MT  0.99995599   -0 19 58.0
 AU3438;SPC LA S     -   383,822.51  3,069,234.26   sFT  0.99995599   -0 19 58.0
 AU3438;UTM  15      - 3,269,755.580   596,990.096   MT  0.99971607   +0 29 37.8
 AU3438
 AU3438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3438!SPC LA S     -   1.00000380  x   0.99995599  =   0.99995979
 AU3438!UTM  15      -   1.00000380  x   0.99971607  =   0.99971987
 AU3438
 AU3438                          SUPERSEDED SURVEY CONTROL
 AU3438
 AU3438  NAD 83(1986)-  29 33 13.47797(N)    091 59 55.85345(W) AD(       ) 2
 AU3438  NGVD 29 (03/26/92)    1.1    (m)            4.     (f) GPS OBS        
 AU3438
 AU3438.Superseded values are not recommended for survey control.
 AU3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3438.See file dsdata.txt to determine how the superseded data were derived.
 AU3438
 AU3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9699069756(NAD 83)
 AU3438_MARKER: DD = SURVEY DISK
 AU3438_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3438_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AU3438_STAMPING: FOUR GPS 1991
 AU3438_MARK LOGO: NOS   
 AU3438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AU3438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3438+STABILITY: SURFACE MOTION
 AU3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3438+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AU3438
 AU3438  HISTORY     - Date     Condition        Report By
 AU3438  HISTORY     - 1991     MONUMENTED       NOS
 AU3438
 AU3438                          STATION DESCRIPTION
 AU3438
 AU3438'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AU3438'THE STATION IS LOCATED NEAR THE SOUTHWEST SHORE OF MARSH ISLAND,
 AU3438'JUST NORTH OF THE APPARENT SHORELINE OF THE GULF OF MEXICO.
 AU3438'TO REACH THE STATION BY BOAT, CROSS VERMILION BAY, GO THROUGH
 AU3438'SOUTHWEST PASS INTO THE GULF OF MEXICO.  BEAR SOUTHEAST ABOUT THREE
 AU3438'MILES AND GO ASHORE JUST EAST OF THE MOST WESTERLY GROUP OF TREES
 AU3438'ALONG THE SHORE.
 AU3438'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---FOUR GPS
 AU3438'1991--- SET ON A 42 INCH ALUMINUM ROD THAT PROJECTS 0.2 M (0.66 FT)
 AU3438'AND IS SURROUNDED BY A MASS OF CONCRETE.  IT IS 37.9 M (124.34 FT)
 AU3438'NORTH OF THE APPARENT SHORELINE, 26.7 M (87.60 FT) NORTH OF A LONE
 AU3438'SCRAGGY TREE, AND 32.7 M (107.28 FT) NNW OF A FENCE POST WITH A
 AU3438'WITNESS SIGN.
 AU3438'DESCRIBED BY P.B. WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1223 ***********************************************************************
 AT1223  DESIGNATION -  FOUR BAYOU CUT OFF LIGHT
 AT1223  PID         -  AT1223
 AT1223  STATE/COUNTY-  LA/PLAQUEMINES
 AT1223  USGS QUAD   -  BARATARIA PASS (1993)
 AT1223
 AT1223                         *CURRENT SURVEY CONTROL
 AT1223  ___________________________________________________________________
 AT1223* NAD 83(1992)-  29 20 06.03208(N)    089 52 33.40870(W)     ADJUSTED  
 AT1223* NAVD 88     -                                                        
 AT1223  **This station is located in a subsidence area (see below).
 AT1223  ___________________________________________________________________
 AT1223  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AT1223  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AT1223
 AT1223  HORZ ORDER  -  THIRD
 AT1223
 AT1223.The horizontal coordinates were established by classical geodetic methods
 AT1223.and adjusted by the National Geodetic Survey in January 1993..
 AT1223
 AT1223 ** The orthometric height has not been validated since last determined
 AT1223 ** by differential leveling and should not be used for control purposes.
 AT1223 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1223 ** area with valid NAVD 88 orthometric heights.
 AT1223 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1223 ** epoch indicated which incorporates improved geoid heights for the
 AT1223 ** Southern Louisiana Subsidence area.
 AT1223 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1223
 AT1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1223
 AT1223.The geoid height was determined by GEOID03.
 AT1223
 AT1223;                    North         East     Units Scale Factor Converg.
 AT1223;SPC LA S     -    93,458.160 1,141,540.996   MT  0.99999277   +0 43 43.4
 AT1223;SPC LA S     -   306,620.65  3,745,205.75   sFT  0.99999277   +0 43 43.4
 AT1223;UTM  16      - 3,248,538.291   220,729.553   MT  1.00056249   -1 24 35.6
 AT1223
 AT1223                          SUPERSEDED SURVEY CONTROL
 AT1223
 AT1223  NAD 83(1986)-  29 20 06.04412(N)    089 52 33.41728(W) AD(       ) 4
 AT1223  NAD 27      -  29 20 05.23900(N)    089 52 33.16500(W) AD(       ) 3
 AT1223
 AT1223.Superseded values are not recommended for survey control.
 AT1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1223.See file dsdata.txt to determine how the superseded data were derived.
 AT1223
 AT1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2073048538(NAD 83)
 AT1223_MARKER: 14 = NAVIGATION LIGHT
 AT1223
 AT1223  HISTORY     - Date     Condition        Report By
 AT1223  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1223
 AT1223                          STATION DESCRIPTION
 AT1223
 AT1223'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3181 ***********************************************************************
 CQ3181  DESIGNATION -  FOUR FORKS LOOKOUT TOWER
 CQ3181  PID         -  CQ3181
 CQ3181  STATE/COUNTY-  LA/CADDO
 CQ3181  USGS QUAD   -  KEATCHIE (1972)
 CQ3181
 CQ3181                         *CURRENT SURVEY CONTROL
 CQ3181  ___________________________________________________________________
 CQ3181* NAD 83(1992)-  32 13 47.95007(N)    093 59 19.07393(W)     ADJUSTED  
 CQ3181* NAVD 88     -                                                        
 CQ3181  ___________________________________________________________________
 CQ3181  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CQ3181  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ3181
 CQ3181  HORZ ORDER  -  THIRD
 CQ3181
 CQ3181.The horizontal coordinates were established by classical geodetic methods
 CQ3181.and adjusted by the National Geodetic Survey in February 1996..
 CQ3181
 CQ3181
 CQ3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3181
 CQ3181.The geoid height was determined by GEOID03.
 CQ3181
 CQ3181;                    North         East     Units Scale Factor Converg.
 CQ3181;SPC LA N     -   192,776.929   859,701.071   MT  0.99992954   -0 47 13.3
 CQ3181;SPC LA N     -   632,468.97  2,820,535.93   sFT  0.99992954   -0 47 13.3
 CQ3181;SPC TXNC     - 2,071,596.645 1,025,084.382   MT  0.99997463   +2 27 37.7
 CQ3181;SPC TXNC     - 6,796,563.33  3,363,131.01   sFT  0.99997463   +2 27 37.7
 CQ3181;UTM  15      - 3,566,357.008   406,850.294   MT  0.99970700   -0 31 38.3
 CQ3181
 CQ3181                          SUPERSEDED SURVEY CONTROL
 CQ3181
 CQ3181  NAD 83(1992)-  32 13 47.95338(N)    093 59 19.07166(W) AD(       ) 4
 CQ3181  NAD 83(1986)-  32 13 47.95810(N)    093 59 19.06449(W) AD(       ) 4
 CQ3181  NAD 27      -  32 13 47.37900(N)    093 59 18.39500(W) AD(       ) 3
 CQ3181
 CQ3181.Superseded values are not recommended for survey control.
 CQ3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3181.See file dsdata.txt to determine how the superseded data were derived.
 CQ3181
 CQ3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0685066357(NAD 83)
 CQ3181_MARKER: 57 = LOOKOUT TOWER
 CQ3181
 CQ3181  HISTORY     - Date     Condition        Report By
 CQ3181  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3181  HISTORY     - 1969     GOOD             CGS
 CQ3181  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3181
 CQ3181                          STATION DESCRIPTION
 CQ3181
 CQ3181'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3181'THE STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHWEST OF
 CQ3181'SPRINGRIDGE, 6 MILES WEST NORTHWEST OF KEACHIE, 0.4 MILE NORTH
 CQ3181'OF FOUR FORKS AND 0.2 MILE WEST OF LOUISIANA STATE HIGHWAY 169.
 CQ3181'IT IS IN THE APPROXIMATE CENTER OF A PECAN ORCHARD.  IT IS A
 CQ3181'LOUISIANA FORESTRY COMMISSION LOOKOUT TOWER WHICH IS A GLASS
 CQ3181'ENCLOSED CAB SUPPORTED BY A FOUR LEGGED STEEL TOWER WITH OVERALL
 CQ3181'HEIGHT OF ABOUT 100 FEET.  THE TOP AND CENTER IS THE POINT
 CQ3181'OBSERVED UPON.
 CQ3181'
 CQ3181'TO REACH THE STATION FROM CARTHAGE, TEXAS GO EAST ON U.S. HIGHWAY
 CQ3181'79 FOR ABOUT 8 MILES TO THE INTERSECTION OF TEXAS STATE HIGHWAY
 CQ3181'123.  GO EAST ON TEXAS STATE HIGHWAY 123 FOR 10 MILES TO
 CQ3181'TEXAS-LOUISIANA STATES LINE AND CONTINUE FOR 3.3 MILES TO THE
 CQ3181'SETTLEMENT OF FOUR FORKS AND LOUISIANA STATE HIGHWAY 169, TURN
 CQ3181'LEFT (NORTH) AND GO 0.4 MILE TO A STEEL GATE ON THE WEST SIDE
 CQ3181'OF THE ROAD, GO THROUGH THE GATE AND GO 0.2 MILE TO THE STATION
 CQ3181'AS DESCRIBED.
 CQ3181
 CQ3181                          STATION RECOVERY (1969)
 CQ3181
 CQ3181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3181'THE STATION WAS RECOVERED AS DESCRIBED IN 1958.
 CQ3181
 CQ3181                          STATION RECOVERY (1995)
 CQ3181
 CQ3181'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2959 ***********************************************************************
 AU2959  DESIGNATION -  FOURCHON TANK BATTERY RAD MST
 AU2959  PID         -  AU2959
 AU2959  STATE/COUNTY-  LA/LAFOURCHE
 AU2959  USGS QUAD   -  BELLE PASS (1994)
 AU2959
 AU2959                         *CURRENT SURVEY CONTROL
 AU2959  ___________________________________________________________________
 AU2959* NAD 83(1992)-  29 06 09.73868(N)    090 11 31.89271(W)     ADJUSTED  
 AU2959* NAVD 88     -                                                        
 AU2959  **This station is located in a subsidence area (see below).
 AU2959  ___________________________________________________________________
 AU2959  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AU2959  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2959
 AU2959  HORZ ORDER  -  THIRD
 AU2959
 AU2959.The horizontal coordinates were established by classical geodetic methods
 AU2959.and adjusted by the National Geodetic Survey in January 1993..
 AU2959
 AU2959 ** The orthometric height has not been validated since last determined
 AU2959 ** by differential leveling and should not be used for control purposes.
 AU2959 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2959 ** area with valid NAVD 88 orthometric heights.
 AU2959 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2959 ** epoch indicated which incorporates improved geoid heights for the
 AU2959 ** Southern Louisiana Subsidence area.
 AU2959 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2959
 AU2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2959
 AU2959.The geoid height was determined by GEOID03.
 AU2959
 AU2959;                    North         East     Units Scale Factor Converg.
 AU2959;SPC LA S     -    67,362.301 1,111,084.884   MT  1.00004762   +0 34 14.1
 AU2959;SPC LA S     -   221,004.48  3,645,284.32   sFT  1.00004762   +0 34 14.1
 AU2959;UTM  15      - 3,222,622.907   773,267.529   MT  1.00052159   +1 21 59.4
 AU2959
 AU2959                          SUPERSEDED SURVEY CONTROL
 AU2959
 AU2959  NAD 83(1986)-  29 06 09.75425(N)    090 11 31.90470(W) AD(       ) 4
 AU2959  NAD 27      -  29 06 08.92000(N)    090 11 31.62500(W) AD(       ) 3
 AU2959
 AU2959.Superseded values are not recommended for survey control.
 AU2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2959.See file dsdata.txt to determine how the superseded data were derived.
 AU2959
 AU2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7326822623(NAD 83)
 AU2959_MARKER: 42 = RADIO/TV MAST
 AU2959
 AU2959  HISTORY     - Date     Condition        Report By
 AU2959  HISTORY     - 1963     FIRST OBSERVED   CGS
 AU2959
 AU2959                          STATION DESCRIPTION
 AU2959
 AU2959'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3259 ***********************************************************************
 AU3259  DESIGNATION -  FOURLEAGUE BAY
 AU3259  PID         -  AU3259
 AU3259  STATE/COUNTY-  LA/TERREBONNE
 AU3259  USGS QUAD   -  FOURLEAGUE BAY (1974)
 AU3259
 AU3259                         *CURRENT SURVEY CONTROL
 AU3259  ___________________________________________________________________
 AU3259* NAD 83(1992)-  29 19 34.99775(N)    091 09 11.60981(W)     ADJUSTED  
 AU3259* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AU3259  ___________________________________________________________________
 AU3259  X           -    -112,006.222 (meters)                     COMP
 AU3259  Y           -  -5,564,063.784 (meters)                     COMP
 AU3259  Z           -   3,105,481.255 (meters)                     COMP
 AU3259  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3259  ELLIP HEIGHT-         -21.21  (meters)          (07/18/02) GPS OBS
 AU3259  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU3259
 AU3259  HORZ ORDER  -  FIRST
 AU3259  ELLP ORDER  -  FOURTH    CLASS II
 AU3259
 AU3259.The horizontal coordinates were established by GPS observations
 AU3259.and adjusted by the National Geodetic Survey in January 1993..
 AU3259
 AU3259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3259
 AU3259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3259
 AU3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3259
 AU3259.The ellipsoidal height was determined by GPS observations
 AU3259.and is referenced to NAD 83.
 AU3259
 AU3259.The geoid height was determined by GEOID03.
 AU3259
 AU3259;                    North         East     Units Scale Factor Converg.
 AU3259;SPC LA S     -    91,616.290 1,017,494.046   MT  0.99999452   +0 05 24.2
 AU3259;SPC LA S     -   300,577.78  3,338,228.38   sFT  0.99999452   +0 05 24.2
 AU3259;UTM  15      - 3,245,563.314   679,324.052   MT  0.99999681   +0 54 17.1
 AU3259
 AU3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3259!SPC LA S     -   1.00000333  x   0.99999452  =   0.99999785
 AU3259!UTM  15      -   1.00000333  x   0.99999681  =   1.00000014
 AU3259
 AU3259                          SUPERSEDED SURVEY CONTROL
 AU3259
 AU3259  ELLIP H (01/21/93)  -21.48   (m)                       GP(       ) 4 2
 AU3259  NAD 83(1986)-  29 19 35.01844(N)    091 09 11.61828(W) AD(       ) 1
 AU3259  NGVD 29 (04/21/89)    3.5    (m)           11.     (f) GPS OBS        
 AU3259
 AU3259.Superseded values are not recommended for survey control.
 AU3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3259.See file dsdata.txt to determine how the superseded data were derived.
 AU3259
 AU3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7932445563(NAD 83)
 AU3259_MARKER: N = NAIL
 AU3259_SETTING: 0 = UNSPECIFIED SETTING
 AU3259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3259+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3259
 AU3259  HISTORY     - Date     Condition        Report By
 AU3259  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3259
 AU3259                          STATION DESCRIPTION
 AU3259
 AU3259'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3259'STATION IS LOCATED 32 MILES WEST NORTHWEST OF COCODRIE, 25 MILES
 AU3259'SOUTH OF MORGAN CITY, IN FOURLEAGUE BAY AND ON TOP OF A 30 FOOT WOOD
 AU3259'TOWER KNOWN AS CHANNEL MARKER NUMBER 7.
 AU3259'
 AU3259'THE STATION IS A NAIL DRIVEN IN THE PLATFORM OF WOOD
 AU3259'TOWER.  IT IS 2.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3299 ***********************************************************************
 BK3299  DESIGNATION -  FOURTEEN
 BK3299  PID         -  BK3299
 BK3299  STATE/COUNTY-  LA/CALCASIEU
 BK3299  USGS QUAD   -  LAKE CHARLES (1994)
 BK3299
 BK3299                         *CURRENT SURVEY CONTROL
 BK3299  ___________________________________________________________________
 BK3299* NAD 83(1992)-  30 11 50.23129(N)    093 10 47.00260(W)     ADJUSTED  
 BK3299* NAVD 88     -        10.1  **(meters)      33.   **(feet)  GPS OBS   
 BK3299  **This station is located in a subsidence area (see below).
 BK3299  ___________________________________________________________________
 BK3299  X           -    -306,032.997 (meters)                     COMP
 BK3299  Y           -  -5,508,780.003 (meters)                     COMP
 BK3299  Z           -   3,189,286.154 (meters)                     COMP
 BK3299  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK3299  ELLIP HEIGHT-         -17.31  (meters)          (02/20/02) GPS OBS
 BK3299  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK3299
 BK3299  HORZ ORDER  -  FIRST
 BK3299  ELLP ORDER  -  FOURTH    CLASS I
 BK3299
 BK3299.The horizontal coordinates were established by GPS observations
 BK3299.and adjusted by the National Geodetic Survey in January 1995..
 BK3299
 BK3299 ** The orthometric height has not been validated since last determined
 BK3299 ** by differential leveling and should not be used for control purposes.
 BK3299 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3299 ** area with valid NAVD 88 orthometric heights.
 BK3299 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3299 ** epoch indicated which incorporates improved geoid heights for the
 BK3299 ** Southern Louisiana Subsidence area.
 BK3299 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3299.The orthometric height was determined by GPS observations and a
 BK3299.high-resolution geoid model.
 BK3299
 BK3299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3299
 BK3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3299
 BK3299.The ellipsoidal height was determined by GPS observations
 BK3299.and is referenced to NAD 83.
 BK3299
 BK3299.The geoid height was determined by GEOID03.
 BK3299
 BK3299;                    North         East     Units Scale Factor Converg.
 BK3299;SPC LA S     -   189,567.163   822,222.027   MT  0.99993160   -0 55 23.6
 BK3299;SPC LA S     -   621,938.27  2,697,573.43   sFT  0.99993160   -0 55 23.6
 BK3299;UTM  15      - 3,340,660.267   482,700.513   MT  0.99960369   -0 05 25.4
 BK3299
 BK3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3299!SPC LA S     -   1.00000272  x   0.99993160  =   0.99993432
 BK3299!UTM  15      -   1.00000272  x   0.99960369  =   0.99960641
 BK3299
 BK3299                          SUPERSEDED SURVEY CONTROL
 BK3299
 BK3299  ELLIP H (01/13/95)  -17.22   (m)                       GP(       ) 3 2
 BK3299  NAD 83(1992)-  30 11 50.23149(N)    093 10 47.00633(W) AD(       ) 1
 BK3299  ELLIP H (01/21/93)  -17.28   (m)                       GP(       ) 4 2
 BK3299  NAD 83(1986)-  30 11 50.25342(N)    093 10 46.99823(W) AD(       ) 1
 BK3299  NGVD 29 (05/20/88)   10.2    (m)           33.     (f) GPS OBS        
 BK3299
 BK3299.Superseded values are not recommended for survey control.
 BK3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3299.See file dsdata.txt to determine how the superseded data were derived.
 BK3299
 BK3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8270140660(NAD 83)
 BK3299_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3299_STAMPING: FOURTEEN 1987
 BK3299_MARK LOGO: NGS   
 BK3299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3299+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 BK3299
 BK3299  HISTORY     - Date     Condition        Report By
 BK3299  HISTORY     - 1987     MONUMENTED       LADTD
 BK3299  HISTORY     - 19901228 GOOD             VFM
 BK3299  HISTORY     - 20021102 GOOD             USPSQD
 BK3299  HISTORY     - 20050120 GOOD             USPSQD
 BK3299  HISTORY     - 20060124 GOOD             USPSQD
 BK3299
 BK3299                          STATION DESCRIPTION
 BK3299
 BK3299'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3299'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF LAKE CHARLES,
 BK3299'ABOUT 5 KM (3.1 MI) SOUTHEAST OF DOWNTOWN, AT THE JUNCTION OF
 BK3299'INTERSTATE HIGHWAY 210 AND STATE HIGHWAY 14 (EXIT 8), AT THE
 BK3299'SOUTHEAST CORNER OF THE EASTBOUND BRIDGE OVER HIGHWAY 14.
 BK3299'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3299'
 BK3299'THE STATION IS A STANDARD NGS DISK
 BK3299'STAMPED---FOURTEEN 1987---,
 BK3299'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3299'30 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 BK3299'7.9 METERS (26 FT) SOUTH FROM THE CENTER OF THE EASTBOUND LANES,
 BK3299'1 METERS (3.5 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST AND
 BK3299'1 METERS (3.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 BK3299'BANNISTER.
 BK3299'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3299'STAMPED---FOURTEEN 1987---,
 BK3299'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3299
 BK3299                          STATION RECOVERY (1990)
 BK3299
 BK3299'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3299'RECOVERED AS DESCRIBED.
 BK3299
 BK3299                          STATION RECOVERY (2002)
 BK3299
 BK3299'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3299'RECOVERED IN GOOD CONDITION.
 BK3299
 BK3299                          STATION RECOVERY (2005)
 BK3299
 BK3299'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BK3299'RECOVERED IN GOOD CONDITION.
 BK3299
 BK3299                          STATION RECOVERY (2006)
 BK3299
 BK3299'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2424 ***********************************************************************
 BX2424  DESIGNATION -  FOX
 BX2424  PID         -  BX2424
 BX2424  STATE/COUNTY-  LA/NATCHITOCHES
 BX2424  USGS QUAD   -  POWHATAN (1992)
 BX2424
 BX2424                         *CURRENT SURVEY CONTROL
 BX2424  ___________________________________________________________________
 BX2424* NAD 83(1992)-  31 50 16.51281(N)    093 14 53.55008(W)     ADJUSTED  
 BX2424* NAVD 88     -        36.22   (+/-2cm)     118.8    (feet)  VERTCON   
 BX2424  ___________________________________________________________________
 BX2424  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BX2424  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2424
 BX2424  HORZ ORDER  -  SECOND
 BX2424  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2424
 BX2424.The horizontal coordinates were established by classical geodetic methods
 BX2424.and adjusted by the National Geodetic Survey in January 1993..
 BX2424
 BX2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2424.The vertical order pertains to the NGVD 29 superseded value.
 BX2424
 BX2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2424
 BX2424.The geoid height was determined by GEOID03.
 BX2424
 BX2424;                    North         East     Units Scale Factor Converg.
 BX2424;SPC LA N     -   148,586.142   929,181.887   MT  0.99991571   -0 23 44.1
 BX2424;SPC LA N     -   487,486.37  3,048,490.91   sFT  0.99991571   -0 23 44.1
 BX2424;UTM  15      - 3,522,497.438   476,514.213   MT  0.99960680   -0 07 51.4
 BX2424
 BX2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2424!SPC LA N     -   0.99999840  x   0.99991571  =   0.99991411
 BX2424!UTM  15      -   0.99999840  x   0.99960680  =   0.99960520
 BX2424
 BX2424:                Primary Azimuth Mark                     Grid Az
 BX2424:SPC LA N     -  FOX AZ MK                                067 37 55.0
 BX2424:UTM  15      -  FOX AZ MK                                067 22 02.3
 BX2424
 BX2424|---------------------------------------------------------------------|
 BX2424| PID    Reference Object                     Distance      Geod. Az  |
 BX2424|                                                           dddmmss.s |
 BX2424| BX2425 FOX AZ MK                                          0671410.9 |
 BX2424| BX2422 FOX RM 1                             10.101 METERS 25014     |
 BX2424| BX2808 FOX LDH 1971 A PT                     6.144 METERS 30517     |
 BX2424| BX2423 FOX RM 2                             17.103 METERS 33835     |
 BX2424|---------------------------------------------------------------------|
 BX2424
 BX2424                          SUPERSEDED SURVEY CONTROL
 BX2424
 BX2424  NAD 83(1986)-  31 50 16.52816(N)    093 14 53.54235(W) AD(       ) 2
 BX2424  NAD 27      -  31 50 15.94096(N)    093 14 52.92840(W) AD(       ) 2
 BX2424  NGVD 29 (??/??/??)   36.273  (m)          119.01   (f) ADJUSTED    2 2
 BX2424
 BX2424.Superseded values are not recommended for survey control.
 BX2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2424.See file dsdata.txt to determine how the superseded data were derived.
 BX2424
 BX2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7651422497(NAD 83)
 BX2424_MARKER: DS = TRIANGULATION STATION DISK
 BX2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2424_SP_SET: CONCRETE POST
 BX2424_STAMPING: FOX 1971
 BX2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2424+STABILITY: SURFACE MOTION
 BX2424
 BX2424  HISTORY     - Date     Condition        Report By
 BX2424  HISTORY     - 1971     MONUMENTED       LADH
 BX2424  HISTORY     - 1977     GOOD             LADTD
 BX2424
 BX2424                          STATION DESCRIPTION
 BX2424
 BX2424'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2424'THE STATION IS LOCATED 11 MILES NORTHWEST OF NATCHITOCHES, 10 MILES
 BX2424'NORTHEAST OF ROBELINE AND 2.5 MILES EAST OF ALLEN, IN THE SOUTHWEST
 BX2424'1/4 OF SECTION 24, TION, R9W, AND ON THE PROPERTY OWNED BY THE
 BX2424'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BX2424'
 BX2424'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 120
 BX2424'IN ROBELINE, 0.1 MILE WEST OF THE POST OFFICE, GO NORTHEAST ON STATE
 BX2424'HIGHWAY 6 FOR 1.1 MILES TO ITS JUNCTION WITH STATE HIGHWAY 485,
 BX2424'TURN LEFT AND GO NORTH ON STATE HIGHWAY 485 FOR 9.45 MILES TO THE
 BX2424'TOWN OF ALLEN.  TURN RIGHT AND CONTINUE EAST ALONG STATE HIGHWAY
 BX2424'485 FOR 2.4 MILES TO THE STATION WHICH IS SET ON THE RIGHT AND
 BX2424'SOUTH OF THE HIGHWAY NEAR A PECAN TREE AND A FENCE.
 BX2424'
 BX2424'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ALONG STATE
 BX2424'HIGHWAY 485 FOR 0.6 MILE.  THE MARK IS SET ON THE LEFT AND NORTH OF
 BX2424'THE HIGHWAY NEAR A POWER POLE AND A FENCE.
 BX2424'
 BX2424'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2424'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2424'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2424'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2424'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2424'STAMPED FOX 1971.  THE MARK IS 43 FEET SOUTH OF THE SOUTH END OF A
 BX2424'CROSSDRAIN, 41 FEET NORTH-NORTHEAST OF A 40 INCH PECAN
 BX2424'TREE, 29 FEET WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 485,
 BX2424'2.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN,
 BX2424'AND 2 FEET EAST-NORTHEAST OF A FENCE.
 BX2424'
 BX2424'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2424'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2424'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2424'STAMPED FOX RM 1 1971.  IT IS 28 FEET EAST-SOUTHEAST OF THE CENTER
 BX2424'OF STATE HIGHWAY 485, 10 FEET NORTH OF A 40 INCH PECAN TREE, 3.5
 BX2424'FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET WEST-NORTHWEST OF A
 BX2424'FENCE.
 BX2424'
 BX2424'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2424'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2424'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2424'STAMPED FOX RM 2 1971.  IT IS 51 FEET NORTHEAST OF THE CENTER OF A
 BX2424'FIELD GATE, 43 FEET SOUTHWEST OF THE WEST END OF A CROSS-DRAIN,
 BX2424'28 FEET WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 485, AND
 BX2424'3.5 FEET EAST-SOUTHEAST OF A FENCE.
 BX2424'
 BX2424'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2424'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2424'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2424'STAMPED FOX AZ MK 1971.  IT IS 125 FEET SOUTHWEST OF THE CENTER OF
 BX2424'A DIRT ROAD, 28 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 BX2424'485, 7 FEET SOUTHWEST OF A POWER POLE, 2 FEET WEST-NORTHWEST OF A
 BX2424'FENCE, AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2424'
 BX2424'HEIGHT OF LIGHT ABOVE STATION MARK.
 BX2424
 BX2424                          STATION RECOVERY (1977)
 BX2424
 BX2424'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BX2424'2.3 MI NE FROM ALLEN.
 BX2424'ABOUT 2.3 MI NORTHEAST ALONG STATE HIGHWAY 485 FROM THE STORE IN THE
 BX2424'SMALL TOWN OF ALLEN, 4.55 MI SOUTHWEST OF THE POST OFFICE AT POWHATAN,
 BX2424'29 FT WEST SOUTHWEST OF THE CENTER OF STATE HIGHWAY 485, 43 FT SOUTH
 BX2424'OF THE SOUTH END OF A CROSS-DRAIN, 41 FT NORTH NORTHEAST OF A 40 INCH
 BX2424'PECAN TREE, 2 FT EAST NORTHEAST OF A BARB WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2795 ***********************************************************************
 CQ2795  DESIGNATION -  FOX
 CQ2795  PID         -  CQ2795
 CQ2795  STATE/COUNTY-  LA/CALDWELL
 CQ2795  USGS QUAD   -  VIXEN (1989)
 CQ2795
 CQ2795                         *CURRENT SURVEY CONTROL
 CQ2795  ___________________________________________________________________
 CQ2795* NAD 83(1992)-  32 13 53.60298(N)    092 15 50.61675(W)     ADJUSTED  
 CQ2795* NAVD 88     -        64.58   (+/-2cm)     211.9    (feet)  VERTCON   
 CQ2795  ___________________________________________________________________
 CQ2795  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CQ2795  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ2795
 CQ2795  HORZ ORDER  -  SECOND
 CQ2795  VERT ORDER  -  THIRD ? (See Below)
 CQ2795
 CQ2795.The horizontal coordinates were established by classical geodetic methods
 CQ2795.and adjusted by the National Geodetic Survey in January 1993..
 CQ2795
 CQ2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2795.The vertical order pertains to the NGVD 29 superseded value.
 CQ2795
 CQ2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2795
 CQ2795.The geoid height was determined by GEOID03.
 CQ2795
 CQ2795;                    North         East     Units Scale Factor Converg.
 CQ2795;SPC LA N     -   192,011.631 1,022,236.898   MT  0.99992969   +0 07 29.1
 CQ2795;SPC LA N     -   629,958.16  3,353,788.89   sFT  0.99992969   +0 07 29.1
 CQ2795;UTM  15      - 3,566,339.954   569,339.008   MT  0.99965929   +0 23 33.1
 CQ2795
 CQ2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2795!SPC LA N     -   0.99999389  x   0.99992969  =   0.99992358
 CQ2795!UTM  15      -   0.99999389  x   0.99965929  =   0.99965318
 CQ2795
 CQ2795|---------------------------------------------------------------------|
 CQ2795| PID    Reference Object                     Distance      Geod. Az  |
 CQ2795|                                                           dddmmss.s |
 CQ2795| CQ2794 FOX LADH A PT 1971                    9.574 METERS 05004     |
 CQ2795| CY3599 FOX RM 1                             16.423 METERS 08518     |
 CQ2795| CY3600 FOX RM 2                             16.789 METERS 16035     |
 CQ2795| CQ0892 Q 116                                              3012315.2 |
 CQ2795|---------------------------------------------------------------------|
 CQ2795
 CQ2795                          SUPERSEDED SURVEY CONTROL
 CQ2795
 CQ2795  NAD 83(1986)-  32 13 53.61687(N)    092 15 50.60847(W) AD(       ) 2
 CQ2795  NAD 27      -  32 13 53.06312(N)    092 15 50.10455(W) AD(       ) 2
 CQ2795  NGVD 29 (07/19/86)   64.61   (m)          212.0    (f) LEVELING    3  
 CQ2795
 CQ2795.Superseded values are not recommended for survey control.
 CQ2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2795.See file dsdata.txt to determine how the superseded data were derived.
 CQ2795
 CQ2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6933966340(NAD 83)
 CQ2795_MARKER: DD = SURVEY DISK
 CQ2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2795
 CQ2795  HISTORY     - Date     Condition        Report By
 CQ2795  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2795
 CQ2795                          STATION DESCRIPTION
 CQ2795
 CQ2795'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2795'THE STATION IS LOCATED 14 MILES NORTHWEST OF COLUMBIA, 12 MILES
 CQ2795'SOUTHEAST OF CHATHAM AND 21 MILES SOUTHWEST OF WEST MONROE,
 CQ2795'IN THE NORTHEAST 1/4 OF SECTION 4, T14N, R2E, AND ON THE PROPERTY
 CQ2795'OWNED BY A.L. CHRISTY, ADDRESS ROUTE 2 BOX 231R, COLUMBIA,
 CQ2795'LOUISIANA, TELEPHONE 249-3834.
 CQ2795'
 CQ2795'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA, GO SOUTH
 CQ2795'ON U.S. HIGHWAY 165 FOR 1.6 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ2795'4, TURN RIGHT, GO NORTHWEST ON STATE HIGHWAY 4 FOR 16.6 MILES
 CQ2795'TO THE JUNCTION OF STATE HIGHWAY 557 IN VIXEN, TURN RIGHT AND
 CQ2795'NORTH ON STATE HIGHWAY 557 AND GO 0.15 MILE TO A GRAVEL ROAD
 CQ2795'ON THE RIGHT, LEADING EAST, GO EAST ON THIS ROAD FOR 0.1 MILE
 CQ2795'TO GRAVEL ROAD LEADING SOUTH, GO SOUTH ON THIS ROAD FOR 0.2
 CQ2795'MILE TO STATION ON A HILL.
 CQ2795'
 CQ2795'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ON THE
 CQ2795'GRAVEL ROAD FOR 0.2 MILE TO ITS JUNCTION WITH A GRAVEL ROAD
 CQ2795'LEADING WEST, TURN LEFT ON THIS ROAD AND GO 0.1 MILE TO ITS
 CQ2795'JUNCTION WITH STATE HIGHWAY 557, TURN LEFT AND GO SOUTH ON STATE
 CQ2795'HIGHWAY 557 FOR 0.15 MILE TO THE MARK WHICH IS SET IN THE
 CQ2795'SOUTHEAST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY 557 AND
 CQ2795'STATE HIGHWAY 4 NEAR A FENCE.
 CQ2795'
 CQ2795'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2795'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2795'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CQ2795'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2795'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ2795'STAMPED FOX 1971.  THE MARK IS 80.5 FEET SOUTHWEST OF THE SOUTHWEST
 CQ2795'CORNER OF A UTILITY BUILDING ON THE CHRISTY HOUSE SITE, 71 FEET
 CQ2795'SOUTH OF A 36 INCH WHITE OAK TREE, 53 FEET WEST-SOUTHWEST OF
 CQ2795'A 32 INCH HICKORY TREE, 14 FEET WEST OF A POWER POLE, AND
 CQ2795'13.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CQ2795'
 CQ2795'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2795'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CQ2795'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2795'GROUND.  IT IS STAMPED FOX R.M. 1 1971.  IT IS 86 FEET SOUTHEAST
 CQ2795'OF A 36 INCH WHITE OAK TREE, 42 FEET EAST OF A POWER POLE,
 CQ2795'38.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A UTILITY
 CQ2795'BUILDING, AND 5 FEET SOUTH-SOUTHEAST OF A 32 INCH HICKORY TREE.
 CQ2795'
 CQ2795'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2795'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2795'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2795'GROUND.  IT IS STAMPED FOX R.M. 2 1971.  IT IS 124 FEET SOUTH
 CQ2795'OF A 36 INCH WHITE OAK TREE, 106 FEET SOUTHWEST OF THE
 CQ2795'SOUTHWEST CORNER OF A UTILITY BUILDING, 69 FEET SOUTHWEST OF A
 CQ2795'32 INCH HICKORY TREE, AND 48 FEET SOUTH OF A POWER POLE.
 CQ2795'
 CQ2795'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CQ2795'BM DISK SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CQ2795'MONUMENT THAT IS 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 CQ2795'Q 116-1949.  IT IS 45 FEET SOUTHEAST OF THE CENTER OF STATE
 CQ2795'HIGHWAY 557, 11 FEET WEST-SOUTHWEST OF A POWER POLE, 9 FEET
 CQ2795'EAST-NORTHEAST OF A GARDEN FENCE, 2.5 FEET EAST-SOUTHEAST
 CQ2795'OF A METAL WITNESS POST AND SIGN, AND 2 FEET SOUTHEAST OF A
 CQ2795'FENCE ON THE HIGHWAY RIGHT-OF-WAY LINE.
 CQ2795'
 CQ2795'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2425 ***********************************************************************
 BX2425  DESIGNATION -  FOX AZ MK
 BX2425  PID         -  BX2425
 BX2425  STATE/COUNTY-  LA/NATCHITOCHES
 BX2425  USGS QUAD   -  POWHATAN (1992)
 BX2425
 BX2425                         *CURRENT SURVEY CONTROL
 BX2425  ___________________________________________________________________
 BX2425* NAD 83(1986)-  31 50 29.     (N)    093 14 25.     (W)     SCALED    
 BX2425* NAVD 88     -        37.13   (+/-2cm)     121.8    (feet)  VERTCON   
 BX2425  ___________________________________________________________________
 BX2425  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2425
 BX2425  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2425
 BX2425.The horizontal coordinates were scaled from a topographic map and have
 BX2425.an estimated accuracy of +/- 6 seconds.
 BX2425
 BX2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2425.The vertical order pertains to the NGVD 29 superseded value.
 BX2425
 BX2425.The geoid height was determined by GEOID03.
 BX2425
 BX2425;                    North         East    Units  Estimated Accuracy
 BX2425;SPC LA N     -   148,970.      929,940.      MT  (+/- 180 meters Scaled)
 BX2425
 BX2425                          SUPERSEDED SURVEY CONTROL
 BX2425
 BX2425  NGVD 29 (??/??/??)   37.185  (m)          122.00   (f) ADJUSTED    2 2
 BX2425
 BX2425.Superseded values are not recommended for survey control.
 BX2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2425.See file dsdata.txt to determine how the superseded data were derived.
 BX2425
 BX2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR772228(NAD 83)
 BX2425_MARKER: DZ = AZIMUTH MARK DISK
 BX2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2425_SP_SET: CONCRETE POST
 BX2425_STAMPING: FOX AZIMUTH 1971
 BX2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2425+STABILITY: SURFACE MOTION
 BX2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2425+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX2425
 BX2425  HISTORY     - Date     Condition        Report By
 BX2425  HISTORY     - 1971     MONUMENTED       LADTD
 BX2425  HISTORY     - 1977     GOOD             LADTD
 BX2425  HISTORY     - 20060610 GOOD             USPSQD
 BX2425
 BX2425                          STATION DESCRIPTION
 BX2425
 BX2425'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2425'2.75 MI NE FROM ALLEN.
 BX2425'ABOUT 2.75 MI NORTHEAST ALONG STATE HIGHWAY 485 FROM THE STORE IN THE
 BX2425'SMALL TOWN OF ALLEN, 4.1 MI SOUTHWEST ALONG STATE HIGHWAY 485 FROM THE
 BX2425'POST OFFICE AT POWHATAN, 28 FT NORTHWEST OF THE CENTERLINE OF STATE
 BX2425'HIGHWAY 485, 7 FT SOUTHWEST OF A POWER POLE, 2 FT WEST NORTHWEST OF A
 BX2425'BARB WIRE FENCE, 125 FT SOUTHWEST OF THE CENTER OF A DIRT ROAD.
 BX2425
 BX2425                          STATION RECOVERY (2006)
 BX2425
 BX2425'RECOVERY NOTE BY US POWER SQUADRON 2006 (JBL)
 BX2425'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2422 ***********************************************************************
 BX2422  DESIGNATION -  FOX RM 1
 BX2422  PID         -  BX2422
 BX2422  STATE/COUNTY-  LA/NATCHITOCHES
 BX2422  USGS QUAD   -  POWHATAN (1992)
 BX2422
 BX2422                         *CURRENT SURVEY CONTROL
 BX2422  ___________________________________________________________________
 BX2422* NAD 83(1986)-  31 50 16.     (N)    093 14 53.     (W)     SCALED    
 BX2422* NAVD 88     -        36.18   (+/-2cm)     118.7    (feet)  VERTCON   
 BX2422  ___________________________________________________________________
 BX2422  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2422
 BX2422  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2422
 BX2422.The horizontal coordinates were scaled from a topographic map and have
 BX2422.an estimated accuracy of +/- 6 seconds.
 BX2422
 BX2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2422.The vertical order pertains to the NGVD 29 superseded value.
 BX2422
 BX2422.The geoid height was determined by GEOID03.
 BX2422
 BX2422;                    North         East    Units  Estimated Accuracy
 BX2422;SPC LA N     -   148,570.      929,200.      MT  (+/- 180 meters Scaled)
 BX2422
 BX2422                          SUPERSEDED SURVEY CONTROL
 BX2422
 BX2422  NGVD 29 (??/??/??)   36.233  (m)          118.87   (f) ADJUSTED    2 2
 BX2422
 BX2422.Superseded values are not recommended for survey control.
 BX2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2422.See file dsdata.txt to determine how the superseded data were derived.
 BX2422
 BX2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR765224(NAD 83)
 BX2422_MARKER: DR = REFERENCE MARK DISK
 BX2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2422_SP_SET: CONCRETE POST
 BX2422_STAMPING: FOX RM 1 1971
 BX2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2422+STABILITY: SURFACE MOTION
 BX2422
 BX2422  HISTORY     - Date     Condition        Report By
 BX2422  HISTORY     - 1971     MONUMENTED       LADTD
 BX2422  HISTORY     - 1977     GOOD             LADTD
 BX2422  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2422
 BX2422                          STATION DESCRIPTION
 BX2422
 BX2422'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2422'2.3 MI NE FROM ALLEN.
 BX2422'ABOUT 2.3 MI NORTHEAST ALONG STATE HIGHWAY 485 FROM A STORE IN THE
 BX2422'SMALL TOWN OF ALLEN, 4.55 MILES SOUTHWEST OF THE POST OFFICE AT
 BX2422'POWHATAN, 28 FT EAST SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 485,
 BX2422'10 FT NORTH OF A 40 INCH PECAN TREE, 3.5 FT SOUTHWEST OF A TELEPHONE
 BX2422'POLE, 3 FT WEST NORTHWEST OF A BARB WIRE FENCE.
 BX2422
 BX2422                          STATION RECOVERY (1995)
 BX2422
 BX2422'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2423 ***********************************************************************
 BX2423  DESIGNATION -  FOX RM 2
 BX2423  PID         -  BX2423
 BX2423  STATE/COUNTY-  LA/NATCHITOCHES
 BX2423  USGS QUAD   -  POWHATAN (1992)
 BX2423
 BX2423                         *CURRENT SURVEY CONTROL
 BX2423  ___________________________________________________________________
 BX2423* NAD 83(1986)-  31 50 16.     (N)    093 14 53.     (W)     SCALED    
 BX2423* NAVD 88     -        36.25   (+/-2cm)     118.9    (feet)  VERTCON   
 BX2423  ___________________________________________________________________
 BX2423  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2423
 BX2423  VERT ORDER  -  SECOND    CLASS II (See Below)
 BX2423
 BX2423.The horizontal coordinates were scaled from a topographic map and have
 BX2423.an estimated accuracy of +/- 6 seconds.
 BX2423
 BX2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2423.The vertical order pertains to the NGVD 29 superseded value.
 BX2423
 BX2423.The geoid height was determined by GEOID03.
 BX2423
 BX2423;                    North         East    Units  Estimated Accuracy
 BX2423;SPC LA N     -   148,570.      929,200.      MT  (+/- 180 meters Scaled)
 BX2423
 BX2423                          SUPERSEDED SURVEY CONTROL
 BX2423
 BX2423  NGVD 29 (??/??/??)   36.301  (m)          119.10   (f) ADJUSTED    2 2
 BX2423
 BX2423.Superseded values are not recommended for survey control.
 BX2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2423.See file dsdata.txt to determine how the superseded data were derived.
 BX2423
 BX2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR765224(NAD 83)
 BX2423_MARKER: DR = REFERENCE MARK DISK
 BX2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2423_SP_SET: CONCRETE POST
 BX2423_STAMPING: FOX RM 2 1971
 BX2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2423+STABILITY: SURFACE MOTION
 BX2423
 BX2423  HISTORY     - Date     Condition        Report By
 BX2423  HISTORY     - 1971     MONUMENTED       LADH
 BX2423  HISTORY     - 1977     GOOD             LADTD
 BX2423
 BX2423                          STATION DESCRIPTION
 BX2423
 BX2423'DESCRIBED BY LA TRANSP AND DEV 1977
 BX2423'2.3 MI NE FROM ALLEN.
 BX2423'ABOUT 2.3 MI NORTHEASTALONG STATE HIGHWAY 485 FROM THE STORE IN THE
 BX2423'SMALL TOWN OF ALLEN, 4.55 MI SOUTHWEST OF THE POST OFFICE AT POWHATAN,
 BX2423'28 FT WEST NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 485, 51 FT.
 BX2423'NORTHEAST OF THE CENTER OF A FIELD GATE, 43 FT SOUTHWEST OF THE WEST
 BX2423'END OF A CROSS-DRAIN, 3.5 FT EAST SOUTHEAST OF A BARB WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2772 ***********************************************************************
 CQ2772  DESIGNATION -  FOY
 CQ2772  PID         -  CQ2772
 CQ2772  STATE/COUNTY-  LA/CALDWELL
 CQ2772  USGS QUAD   -  RIVERTON (1989)
 CQ2772
 CQ2772                         *CURRENT SURVEY CONTROL
 CQ2772  ___________________________________________________________________
 CQ2772* NAD 83(1992)-  32 09 04.24502(N)    092 05 17.74679(W)     ADJUSTED  
 CQ2772* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 CQ2772  ___________________________________________________________________
 CQ2772  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CQ2772  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2772
 CQ2772  HORZ ORDER  -  SECOND
 CQ2772
 CQ2772.The horizontal coordinates were established by classical geodetic methods
 CQ2772.and adjusted by the National Geodetic Survey in January 1993..
 CQ2772
 CQ2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2772
 CQ2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2772
 CQ2772.The geoid height was determined by GEOID03.
 CQ2772
 CQ2772;                    North         East     Units Scale Factor Converg.
 CQ2772;SPC LA N     -   183,148.822 1,038,839.266   MT  0.99992301   +0 13 03.7
 CQ2772;SPC LA N     -   600,880.76  3,408,258.49   sFT  0.99992301   +0 13 03.7
 CQ2772;UTM  15      - 3,557,557.019   585,978.415   MT  0.99969116   +0 29 06.8
 CQ2772
 CQ2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2772!SPC LA N     -   1.00000103  x   0.99992301  =   0.99992404
 CQ2772!UTM  15      -   1.00000103  x   0.99969116  =   0.99969219
 CQ2772
 CQ2772:                Primary Azimuth Mark                     Grid Az
 CQ2772:SPC LA N     -  RIVERTON KNOE TV TWR                     017 49 50.7
 CQ2772:UTM  15      -  RIVERTON KNOE TV TWR                     017 33 47.6
 CQ2772
 CQ2772|---------------------------------------------------------------------|
 CQ2772| PID    Reference Object                     Distance      Geod. Az  |
 CQ2772|                                                           dddmmss.s |
 CQ2772| CQ2766 RIVERTON KNOE TV TWR                APPROX. 5.4 KM 0180254.4 |
 CQ2772| CQ2771 FOY LADH RM 1 1971                    8.567 METERS 04517     |
 CQ2772| CQ0400 H 241                                              1225301.3 |
 CQ2772| CY3601 FOY RM 2                             25.780 METERS 17057     |
 CQ2772|---------------------------------------------------------------------|
 CQ2772
 CQ2772                          SUPERSEDED SURVEY CONTROL
 CQ2772
 CQ2772  NAD 83(1986)-  32 09 04.25917(N)    092 05 17.73896(W) AD(       ) 2
 CQ2772  NAD 27      -  32 09 03.69952(N)    092 05 17.25117(W) AD(       ) 2
 CQ2772  NGVD 29 (07/19/86)   19.2    (m)           63.     (f) VERT ANG       
 CQ2772
 CQ2772.Superseded values are not recommended for survey control.
 CQ2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2772.See file dsdata.txt to determine how the superseded data were derived.
 CQ2772
 CQ2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8597857557(NAD 83)
 CQ2772_MARKER: DD = SURVEY DISK
 CQ2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2772
 CQ2772  HISTORY     - Date     Condition        Report By
 CQ2772  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2772
 CQ2772                          STATION DESCRIPTION
 CQ2772
 CQ2772'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2772'THE STATION IS LOCATED 4 MILES NORTHWEST OF COLUMBIA, 7 MILES
 CQ2772'EAST-NORTHEAST OF GRAYSON AND 24 MILES SOUTH OF MONROE, IN THE
 CQ2772'SOUTHEAST 1/4 OF SECTION 45, T14N, R4E, AND ON THE PROPERTY
 CQ2772'OWNED BY FOY BAUMAN, ADDRESS ROUTE 1 BOX 218, COLUMBIA,
 CQ2772'LOUISIANA, TELEPHONE 649-2823.
 CQ2772'
 CQ2772'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA, DRIVE
 CQ2772'NORTH ALONG U.S. HIGHWAY 165 FOR 4.3 MILES TO THE BAUMAN
 CQ2772'RESIDENCE AND THE STATION ON THE LEFT.  THE STATION IS SET TO
 CQ2772'THE SOUTH OF THE DRIVE TO THE HOUSE.
 CQ2772'
 CQ2772'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHEAST
 CQ2772'ALONG U.S. HIGHWAY 165 FOR 0.50 MILES TO THE MARK WHICH IS SET
 CQ2772'TO THE NORTH OF THE HIGHWAY NEAR A FENCE.
 CQ2772'
 CQ2772'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2772'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2772'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2772'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2772'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2772'SURFACE.  THEY ARE STAMPED FOY 1971.  THE MARK IS 128 FEET
 CQ2772'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 165, 87 FEET
 CQ2772'NORTH-NORTHWEST OF A POWER POLE, 77 FEET EAST-NORTHEAST OF THE
 CQ2772'SOUTHEAST CORNER OF THE FOY BAUMAN HOUSE, 40 FEET WEST OF A 6
 CQ2772'INCH PECAN TREE, 36 FEET EAST OF A 12 INCH PECAN TREE AND 15
 CQ2772'FEET SOUTH OF A 4 INCH PECAN TREE.
 CQ2772'
 CQ2772'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2772'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2772'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2772'GROUND.  IT IS STAMPED FOY R.M. 1 1971.  IT IS 105 FEET NORTH
 CQ2772'OF A POWER POLE, 100 FEET WEST-SOUTHWEST OF THE CENTER OF
 CQ2772'U.S. HIGHWAY 165, 58 FEET EAST-NORTHEAST OF A 12 INCH PECAN
 CQ2772'TREE, 42 FEET NORTH-NORTHWEST OF A 6 INCH PECAN TREE, AND 20
 CQ2772'FEET EAST OF A 4 INCH PECAN TREE.
 CQ2772'
 CQ2772'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2772'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2772'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2772'GROUND.  IT IS STAMPED FOY R.M. 2 1971.  IT IS 114 FEET
 CQ2772'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FOY BAUMAN HOUSE,
 CQ2772'102 FEET SOUTHEAST OF A 12 INCH PECAN TREE, 67 FEET SOUTHWEST OF
 CQ2772'A 6 INCH PECAN TREE, 18 FEET SOUTHEAST OF THE CENTER OF A
 CQ2772'GRAVEL DRIVE, AND 2 FEET NORTH-NORTHWEST OF A POWER POLE.
 CQ2772'
 CQ2772'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CQ2772'BM DISK SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2772'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS STAMPED H-241
 CQ2772'1966.  IT IS 26 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 165,
 CQ2772'15 FEET SOUTH OF A FENCE, 2 FEET EAST OF A METAL WITNESS POST
 CQ2772'AND SIGN, AND 1 FOOT EAST OF THE WEST END OF A CONCRETE CULVERT.
 CQ2772'
 CQ2772'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2872 ***********************************************************************
 BK2872  DESIGNATION -  FRANCOIS
 BK2872  PID         -  BK2872
 BK2872  STATE/COUNTY-  LA/ACADIA
 BK2872  USGS QUAD   -  EVANGELINE (1985)
 BK2872
 BK2872                         *CURRENT SURVEY CONTROL
 BK2872  ___________________________________________________________________
 BK2872* NAD 83(1992)-  30 18 30.94846(N)    092 35 07.62429(W)     ADJUSTED  
 BK2872* NAVD 88     -         9.5  **(meters)      31.   **(feet)  VERTCON   
 BK2872  **This station is located in a subsidence area (see below).
 BK2872  ___________________________________________________________________
 BK2872  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2872  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2872
 BK2872  HORZ ORDER  -  FIRST
 BK2872
 BK2872.The horizontal coordinates were established by classical geodetic methods
 BK2872.and adjusted by the National Geodetic Survey in January 1993..
 BK2872
 BK2872 ** The orthometric height has not been validated since last determined
 BK2872 ** by differential leveling and should not be used for control purposes.
 BK2872 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2872 ** area with valid NAVD 88 orthometric heights.
 BK2872 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2872 ** epoch indicated which incorporates improved geoid heights for the
 BK2872 ** Southern Louisiana Subsidence area.
 BK2872 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2872
 BK2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2872
 BK2872.The geoid height was determined by GEOID03.
 BK2872
 BK2872;                    North         East     Units Scale Factor Converg.
 BK2872;SPC LA S     -   201,131.512   879,572.957   MT  0.99994011   -0 37 33.9
 BK2872;SPC LA S     -   659,878.97  2,885,732.28   sFT  0.99994011   -0 37 33.9
 BK2872;UTM  15      - 3,353,053.949   539,858.161   MT  0.99961960   +0 12 33.1
 BK2872
 BK2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2872!SPC LA S     -   1.00000281  x   0.99994011  =   0.99994292
 BK2872!UTM  15      -   1.00000281  x   0.99961960  =   0.99962241
 BK2872
 BK2872|---------------------------------------------------------------------|
 BK2872| PID    Reference Object                     Distance      Geod. Az  |
 BK2872|                                                           dddmmss.s |
 BK2872| CW1371 FRANCOIS RM 1                        21.269 METERS 03302     |
 BK2872| BK0959 1 V 28                                             1774124.2 |
 BK2872| BK2910 JENNINGS RIVIANA TANK               APPROX.12.2 KM 2134328.3 |
 BK2872| CW1372 FRANCOIS RM 2                        23.847 METERS 29345     |
 BK2872|---------------------------------------------------------------------|
 BK2872
 BK2872                          SUPERSEDED SURVEY CONTROL
 BK2872
 BK2872  NAD 83(1986)-  30 18 30.96837(N)    092 35 07.61840(W) AD(       ) 1
 BK2872  NAD 27      -  30 18 30.23428(N)    092 35 07.12020(W) AD(       ) 1
 BK2872  NGVD 29 (07/19/86)    9.5    (m)           31.     (f) VERT ANG       
 BK2872
 BK2872.Superseded values are not recommended for survey control.
 BK2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2872.See file dsdata.txt to determine how the superseded data were derived.
 BK2872
 BK2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3985853054(NAD 83)
 BK2872_MARKER: DS = TRIANGULATION STATION DISK
 BK2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2872_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2872
 BK2872  HISTORY     - Date     Condition        Report By
 BK2872  HISTORY     - 1974     MONUMENTED       NGS
 BK2872  HISTORY     - 20050120 MARK NOT FOUND   USPSQD
 BK2872
 BK2872                          STATION DESCRIPTION
 BK2872
 BK2872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2872'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF JENNINGS, 5 MILES
 BK2872'SOUTHWEST OF IOTA AND ON PROPERTY WHICH BELONGS TO MR. LONEY
 BK2872'FRANCOIS AND MR. SIDNEY FRANCOIS.  MR. LONEY FRANCOIS ADDRESS IS
 BK2872'ROUTE 1 BOX 238 IN BASILE PHONE NUMBER 824-3668.
 BK2872'
 BK2872'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 97 AND 98
 BK2872'ABOUT 6 MILES WEST OF IOTA, GO SOUTH ON STATE HIGHWAY 97 FOR 1.65
 BK2872'MILES TO THE STATION ON THE RIGHT AS DESCRIBED AT A GRAIN ELEVATOR.
 BK2872'
 BK2872'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE HIGHWAY
 BK2872'97 FOR 1.25 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 BK2872'
 BK2872'STATION MARKS ARE STAMPED FRANCOIS 1974.  THE UNDERGROUND MARK IS
 BK2872'SET IN AS IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND.
 BK2872'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST, AND IS
 BK2872'2 INCHES BELOW THE GROUND.  IT IS 162 FEET WEST OF THE CENTER OF
 BK2872'STATE HIGHWAY 97, 79 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 BK2872'THE ELEVATOR, 60 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 BK2872'ELEVATOR AND 26 FEET NORTH OF A FENCE.
 BK2872'
 BK2872'REFERENCE MARK 1, STAMPED FRANCOIS NO 1 1974, IS A STANDARD DISK SET
 BK2872'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 BK2872'38.5 FEET EAST OF THE SOUTHWEST CORNER OF THE ELEVATOR, 14.5 FEET
 BK2872'WEST OF THE SOUTHEAST CORNER OF THE ELEVATOR AND 1 FOOT SOUTHEAST
 BK2872'O A METAL WITNESS POST.
 BK2872'
 BK2872'REFERENCE MARK 2, STAMPED FRANCOIS NO 2 1974, IS A STANDARD DISK SET
 BK2872'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BK2872'IT IS 76 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ELEVATOR, 39
 BK2872'FEET EAST OF A 20-INCH TREE AND 1.5 FEET NORTH OF A METAL WITNESS
 BK2872'POST.
 BK2872'
 BK2872'BENCH MARK, STAMPED 1 V 28 1968, IS A COAST AND GEODETIC SURVEY AND
 BK2872'LOUISIANA HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A ROUND CONCRETE
 BK2872'POST THAT PROJECTS 3 INCHES.  IT IS 65 FEET EAST OF THE CENTER OF
 BK2872'STATE HIGHWAY 97, 40 FEET SOUTHEAST OF POWER POLE NUMBER 189 AND
 BK2872'1.5 FEET WEST OF A METAL WITNESS POST.  THIS MARK WAS USED AS AN
 BK2872'AZIMUTH MARK.
 BK2872'
 BK2872'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 BK2872
 BK2872                          STATION RECOVERY (2005)
 BK2872
 BK2872'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK2872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3439 ***********************************************************************
 AU3439  DESIGNATION -  FRANK
 AU3439  PID         -  AU3439
 AU3439  STATE/COUNTY-  LA/ST MARY
 AU3439  USGS QUAD   -  FRANKLIN (1994)
 AU3439
 AU3439                         *CURRENT SURVEY CONTROL
 AU3439  ___________________________________________________________________
 AU3439* NAD 83(1992)-  29 47 25.40759(N)    091 31 56.35615(W)     ADJUSTED  
 AU3439* NAVD 88     -         0.9  **(meters)       3.   **(feet)  VERTCON   
 AU3439  **This station is located in a subsidence area (see below).
 AU3439  ___________________________________________________________________
 AU3439  X           -    -148,139.443 (meters)                     COMP
 AU3439  Y           -  -5,537,834.640 (meters)                     COMP
 AU3439  Z           -   3,150,217.704 (meters)                     COMP
 AU3439  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3439  ELLIP HEIGHT-         -25.09  (meters)          (01/21/93) GPS OBS
 AU3439  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU3439
 AU3439  HORZ ORDER  -  SECOND
 AU3439  ELLP ORDER  -  FOURTH    CLASS II
 AU3439
 AU3439.The horizontal coordinates were established by GPS observations
 AU3439.and adjusted by the National Geodetic Survey in January 1993..
 AU3439
 AU3439 ** The orthometric height has not been validated since last determined
 AU3439 ** by differential leveling and should not be used for control purposes.
 AU3439 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3439 ** area with valid NAVD 88 orthometric heights.
 AU3439 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3439 ** epoch indicated which incorporates improved geoid heights for the
 AU3439 ** Southern Louisiana Subsidence area.
 AU3439 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3439
 AU3439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3439
 AU3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3439
 AU3439.The ellipsoidal height was determined by GPS observations
 AU3439.and is referenced to NAD 83.
 AU3439
 AU3439.The geoid height was determined by GEOID03.
 AU3439
 AU3439;                    North         East     Units Scale Factor Converg.
 AU3439;SPC LA S     -   143,049.490   980,761.495   MT  0.99993245   -0 05 58.2
 AU3439;SPC LA S     -   469,321.54  3,217,715.00   sFT  0.99993245   -0 05 58.2
 AU3439;UTM  15      - 3,296,462.166   641,858.675   MT  0.99984829   +0 43 45.5
 AU3439
 AU3439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3439!SPC LA S     -   1.00000394  x   0.99993245  =   0.99993639
 AU3439!UTM  15      -   1.00000394  x   0.99984829  =   0.99985223
 AU3439
 AU3439                          SUPERSEDED SURVEY CONTROL
 AU3439
 AU3439  NAD 83(1986)-  29 47 25.43145(N)    091 31 56.34950(W) AD(       ) 2
 AU3439  NGVD 29 (03/26/92)    0.9    (m)            3.     (f) GPS OBS        
 AU3439
 AU3439.Superseded values are not recommended for survey control.
 AU3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3439.See file dsdata.txt to determine how the superseded data were derived.
 AU3439
 AU3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4185996462(NAD 83)
 AU3439_MARKER: DD = SURVEY DISK
 AU3439_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3439_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AU3439_STAMPING: FRANK GPS 1991
 AU3439_MARK LOGO: NOS   
 AU3439_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3439+STABILITY: SURFACE MOTION
 AU3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3439+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AU3439
 AU3439  HISTORY     - Date     Condition        Report By
 AU3439  HISTORY     - 1991     MONUMENTED       NOS
 AU3439
 AU3439                          STATION DESCRIPTION
 AU3439
 AU3439'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AU3439'THE STATION IS LOCATED ALONG THE WEST SIDE OF US HIGHWAY 90, JUST
 AU3439'OUTSIDE OF FRANKLIN, LA.
 AU3439'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 90 AND ST MARY
 AU3439'PARISH ROAD 3211, GO WEST ON 3211 FOR 0.16 KM (0.10 MI) TO A T
 AU3439'INTERSECTION, TURN LEFT AND GO SOUTH FOR 0.81 KM (0.50 MI) ON
 AU3439'FRONTAGE ROAD TO STATION ON LEFT.
 AU3439'THE THE STATION IS A STANDARD NOS BRONZE DISK STAMPED ---FRANK GPS
 AU3439'1991--- SET FLUSH IN AN IRREGULAR MASS OF CONCRETE. IT IS 10.1 M
 AU3439'(33.14 FT) WEST OF THE WEST EDGE OF US HWY 90 AND 7.7 M (25.26 FT)
 AU3439'EAST OF THE EAST EDGE OF FRONTAGE ROAD.
 AU3439'DESCRIBED BY PBW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2524 ***********************************************************************
 AU2524  DESIGNATION -  FRANKLIN
 AU2524  PID         -  AU2524
 AU2524  STATE/COUNTY-  LA/ST MARY
 AU2524  USGS QUAD   -  FRANKLIN (1994)
 AU2524
 AU2524                         *CURRENT SURVEY CONTROL
 AU2524  ___________________________________________________________________
 AU2524* NAD 83(1992)-  29 47 04.99998(N)    091 31 21.49752(W)     ADJUSTED  
 AU2524* NAVD 88     -         1.82   (+/-2cm)       6.0  **(feet)  VERTCON   
 AU2524  **This station is located in a subsidence area (see below).
 AU2524  ___________________________________________________________________
 AU2524  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU2524  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2524
 AU2524  HORZ ORDER  -  FIRST
 AU2524  VERT ORDER  -  THIRD ? (See Below)
 AU2524
 AU2524.The horizontal coordinates were established by classical geodetic methods
 AU2524.and adjusted by the National Geodetic Survey in January 1993..
 AU2524
 AU2524 ** The orthometric height has not been validated since last determined
 AU2524 ** by differential leveling and should not be used for control purposes.
 AU2524 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2524 ** area with valid NAVD 88 orthometric heights.
 AU2524 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2524 ** epoch indicated which incorporates improved geoid heights for the
 AU2524 ** Southern Louisiana Subsidence area.
 AU2524 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2524.The vertical order pertains to the NGVD 29 superseded value.
 AU2524
 AU2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2524
 AU2524.The geoid height was determined by GEOID03.
 AU2524
 AU2524;                    North         East     Units Scale Factor Converg.
 AU2524;SPC LA S     -   142,419.569   981,696.621   MT  0.99993282   -0 05 40.8
 AU2524;SPC LA S     -   467,254.87  3,220,783.00   sFT  0.99993282   -0 05 40.8
 AU2524;UTM  15      - 3,295,845.887   642,802.737   MT  0.99985161   +0 44 02.4
 AU2524
 AU2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2524!SPC LA S     -   1.00000379  x   0.99993282  =   0.99993661
 AU2524!UTM  15      -   1.00000379  x   0.99985161  =   0.99985540
 AU2524
 AU2524:                Primary Azimuth Mark                     Grid Az
 AU2524:SPC LA S     -  OAKLAWN SOUTH COAST MILL TANK            045 08 36.3
 AU2524:UTM  15      -  OAKLAWN SOUTH COAST MILL TANK            044 18 53.1
 AU2524
 AU2524|---------------------------------------------------------------------|
 AU2524| PID    Reference Object                     Distance      Geod. Az  |
 AU2524|                                                           dddmmss.s |
 AU2524| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX. 9.3 KM 0450255.5 |
 AU2524| AU2411 FRANKLIN STERLING MILL TANK         APPROX. 3.6 KM 0524750.0 |
 AU2524| AU2525 FRANKLIN ST JOHNS CH N DOME         APPROX. 2.4 KM 0590001.8 |
 AU2524| AU2526 FRANKLIN ST JOHNS CH S DOME         APPROX. 2.4 KM 0591852.7 |
 AU2524| AU2527 FRANKLIN MUN STANDPIPE              APPROX. 2.0 KM 0624452.7 |
 AU2524| AU2410 FRANKLIN CH DOME TIP OF STATUE      APPROX. 2.3 KM 0714214.3 |
 AU2524| AU2409 ALICE J W FOSTER SUGAR MILL TK      APPROX. 4.5 KM 1114331.9 |
 AU2524| CV9801 FRANKLIN RM 1                                      1750042.1 |
 AU2524| AU0379 FRANKLIN RM 2                        58.796 METERS 25959     |
 AU2524| AU2529 BALDWIN CATHOLIC CH W DOME          APPROX. 6.3 KM 3354202.6 |
 AU2524| AU2528 BALDWIN CATHOLIC CH E DOME          APPROX. 6.3 KM 3354741.0 |
 AU2524|---------------------------------------------------------------------|
 AU2524
 AU2524                          SUPERSEDED SURVEY CONTROL
 AU2524
 AU2524  NAD 83(1986)-  29 47 05.02069(N)    091 31 21.49243(W) AD(       ) 1
 AU2524  NAD 27      -  29 47 04.27534(N)    091 31 21.09257(W) AD(       ) 1
 AU2524  NGVD 29 (11/02/92)    1.88   (m)            6.2    (f) LEVELING    3  
 AU2524
 AU2524.Superseded values are not recommended for survey control.
 AU2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2524.See file dsdata.txt to determine how the superseded data were derived.
 AU2524
 AU2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4280395846(NAD 83)
 AU2524_MARKER: DS = TRIANGULATION STATION DISK
 AU2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2524
 AU2524  HISTORY     - Date     Condition        Report By
 AU2524  HISTORY     - 1931     MONUMENTED       CGS
 AU2524  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AU2524  HISTORY     - 1955     GOOD             CGS
 AU2524  HISTORY     - 1955     GOOD             CGS
 AU2524  HISTORY     - 1957     GOOD             CGS
 AU2524  HISTORY     - 1964     GOOD             CGS
 AU2524  HISTORY     - 1969     GOOD             CGS
 AU2524  HISTORY     - 1969     GOOD             CGS
 AU2524
 AU2524                          STATION DESCRIPTION
 AU2524
 AU2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2524'ABOUT 1 MILE SW OF FRANKLIN, ON LAND OWNED BY W.P. FOSTER
 AU2524'OF FRANKLIN.  REACHED FROM FRANKLIN POST OFFICE BY STREET
 AU2524'LEADING SW PAST RAILROAD STATION.  STATION IS 1-1/4 MILES
 AU2524'FROM POST OFFICE, IN A PASTURE LOT ON SE SIDE OF ROAD, 15
 AU2524'PACES NE OF GATEWAY ENTERING LOT, 100 YARDS NE OF BRIDGE WHERE
 AU2524'ROAD TURNS ACROSS CANAL, 14 PACES SW OF A 30-INCH PECAN TREE
 AU2524'WHICH IS THE LAST IN A ROW, 47.5 FEET SE OF CENTER LINE
 AU2524'OF ROAD, AND 60 YARDS SE OF A CANE HOIST.
 AU2524'
 AU2524'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2524'DISKS SET IN CONCRETE.
 AU2524'
 AU2524'SURFACE MARK PROJECTS 6 INCHES.
 AU2524'
 AU2524'REFERENCE MARK NO. 1 IS ON THE N SIDE OF A PLANTATION ROAD
 AU2524'WHICH LEADS SE FROM MAIN ROAD, ABOUT 175 YARDS NE OF BRIDGE
 AU2524'OVER CANAL, ABOUT 1/4 MILE SE OF MAIN ROAD, 10 FEET E OF
 AU2524'CENTER LINE OF PLANTATION ROAD, 16 FEET N OF POINT WHERE
 AU2524'PLANTATION ROAD CURVES SHARPLY S, AND 450 PACES FROM STATION.
 AU2524'
 AU2524'REFERENCE MARK NO. 2 IS ON THE SE SIDE OF MAIN ROAD AT A
 AU2524'FENCE CORNER, ABOUT 15 FEET SE OF CENTER LINE OF ROAD, ABOUT
 AU2524'40 YARDS NE OF BRIDGE OVER CANAL, AND 192.90 FEET FROM STATION.
 AU2524
 AU2524                          STATION RECOVERY (1948)
 AU2524
 AU2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2524'STATION SUBSURFACE MARK AND R.M.S 1 AND 2 RECOVERED IN GOOD
 AU2524'CONDITION.  THE SURFACE STATION MARK HAD BEEN DESTROYED AND
 AU2524'A NEW MARK WAS SET OVER THE SUBSURFACE MARK.  THE SUBSURFACE
 AU2524'MARK IS A BRONZE STATION DISK SET IN CONCRETE AND IS 4.2
 AU2524'FEET BELOW THE SURFACE.  SURFACE STATION MARK IS A BRONZE
 AU2524'STATION DISK SET IN CONCRETE.  IT IS STAMPED FRANKLIN 1931
 AU2524'1948 AND PROJECTS 4 INCHES.
 AU2524'
 AU2524'STATION IS ABOUT 1-1/2 MILES SW OF FRANKLIN, 167 FEET E OF
 AU2524'THE JUNCTION OF ROAD ALONG BAYOU AND ROAD LEADING NW ACROSS
 AU2524'BRIDGE, ON THE FOSTER PLANTATION OWNED BY W.P. FOSTER, IN
 AU2524'A PASTURE YARD BETWEEN FIRST TWO PLANTATION HOUSES NE OF
 AU2524'BRIDGE, 86 FEET NE OF NE CORNER OF FIRST HOUSE NE OF BRIDGE,
 AU2524'45 FEET SE OF CENTER LINE OF ROAD, 53 FEET SW OF A 36-INCH
 AU2524'PECAN TREE, AND 25 FEET WNW OF A FENCE.
 AU2524'
 AU2524'TO REACH THE STATION FROM INTERSECTION OF U.S. HIGHWAY 90
 AU2524'(MAIN STREET) AND WILLOW STREET AT W CORNER OF COURTHOUSE
 AU2524'GO SW ON WILLOW STREET FOR 1.45 MILES TO THE STATION.
 AU2524'
 AU2524'R.M. 1 (AZIMUTH MARK) IS ABOUT 0.3 MILE S OF THE STATION,
 AU2524'13 FEET E OF THE CENTER LINE OF FARM ROAD LEADING S OF E SIDE
 AU2524'OF FIRST HOUSE NE OF STATION, ABOUT 200 FEET N OF T-ROAD
 AU2524'INTERSECTION, 53 FEET NE OF T-INTERSECTION OF MAIN FARM ROAD
 AU2524'AND FIELD ROAD LEADING W, 6 FEET NNE OF E END OF A SMALL
 AU2524'CULVERT.  IT IS A BRONZE DISK SET IN CONCRETE, PROJECTS 8
 AU2524'INCHES ABOVE GROUND, AND IS ABOUT 15 INCHES ABOVE ROAD LEVEL.
 AU2524'
 AU2524'R.M. 2 IS 52 FEET SW OF SW END OF BRIDGE OVER BAYOU, 78 FEET
 AU2524'NE OF NE CORNER OF A HOUSE, 18 FEET SE OF CENTER LINE OF
 AU2524'ROAD, 16 FEET N OF A POWER-LINE POLE, ON W SIDE OF A MOUND
 AU2524'OF DIRT 6 FEET HIGH, AND 1 FOOT INSIDE OF A FENCE CORNER.
 AU2524'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE AND IS FLUSH
 AU2524'WITH SURFACE.
 AU2524'
 AU2524'R.M. 3 IS 98 FEET SE OF NE CORNER OF FIRST HOUSE SW OF STATION,
 AU2524'48 FEET ENE OF A FENCE CORNER AT WATER TROUGH, 4 FEET NE OF
 AU2524'A FENCE, AND 118 FEET S OF A 36-INCH PECAN TREE.  IT IS A
 AU2524'BRONZE REFERENCE DISK STAMPED FRANKLIN 1931 NO 3 AND PROJECTS
 AU2524'6 INCHES.
 AU2524'
 AU2524'NO OTHER OBJECTS ARE VISIBLE FROM THE STATION.
 AU2524
 AU2524                          STATION RECOVERY (1955)
 AU2524
 AU2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2524'STATION AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED IN GOOD
 AU2524'CONDITION.  AZIMUTH MARK FOUND TURNED OVER WITH THE DISK
 AU2524'REMOVED.  ORIGINAL DESCRIPTION NOT AVAILABLE FOR COMPARISON.
 AU2524
 AU2524                          STATION RECOVERY (1955)
 AU2524
 AU2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 AU2524'0.35 MILE SOUTHWEST ALONG WILLOW STREET FROM THE TEXAS AND
 AU2524'NEW ORLEANS RAILROAD STATION AT FRANKLIN, THENCE 1.0 MILE
 AU2524'SOUTHWEST ALONG A GRAVELED ROAD, 170 FEET EAST OF THE EAST
 AU2524'CORNER OF A BRIDGE OVER A CANAL, 49 FEET SOUTHEAST OF THE
 AU2524'CENTER LINE OF A ROAD, 86 FEET NORTHEAST OF THE NORTHEAST
 AU2524'CORNER OF AN OLD HOUSE, 52 FEET SOUTHWEST OF A 36 INCH PECAN
 AU2524'TREE, 2 FEET NORTHEAST OF A WITNESS POST, A TRIANGULATION
 AU2524'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AU2524'0.4 FOOT ABOVE THE GROUND, STAMPED FRANKLIN 1931 1948.
 AU2524'
 AU2524'FRANKLIN R.M. 1 HAS BEEN DESTROYED.  THE POST WAS FOUND LAYING
 AU2524'ON TOP OF THE GROUND.  THE DISK WAS RECOVERED.
 AU2524'
 AU2524'FRANKLIN R.M. 2 IS 192.6 FEET WEST OF TRIANGULATION STATION
 AU2524'FRANKLIN 1931, 75 FEET NORTHEAST OF THE NORTHEAST CORNER
 AU2524'OF A SMALL WHITE HOUSE, 47.5 FEET SOUTH OF THE SOUTH CORNER
 AU2524'OF A BRIDGE OVER A CANAL, 16 FEET SOUTHEAST OF THE CENTER LINE
 AU2524'OF A ROAD, 16 FEET NORTH OF A POWER POLE, A REFERENCE MARK
 AU2524'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 1.3 FEET
 AU2524'BELOW THE TOP OF THE GROUND, STAMPED FRANKLIN NO 2 1931.
 AU2524'
 AU2524'FRANKLIN R.M. 3 IS 87.3 FEET SOUTHEAST OF TRIANGULATION STATION
 AU2524'FRANKLIN 1931, 98 FEET EAST OF THE NORTHEAST CORNER OF AN
 AU2524'OLD HOUSE, 118 FEET SOUTH OF A 36 INCH PECAN TREE, A REFERENCE
 AU2524'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AU2524'0.3 FOOT ABOVE THE GROUND, STAMPED FRANKLIN NO 3 1931.
 AU2524
 AU2524                          STATION RECOVERY (1957)
 AU2524
 AU2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2524'THE STATION AND R.M. NO. 3 WERE RECOVERED IN GOOD CONDITION,
 AU2524'AS DESCRIBED IN RECOVERY NOTE BY C.W.C. 1948.
 AU2524'
 AU2524'R.M. NO. 2 WAS SEARCHED FOR AND NOT FOUND.
 AU2524'
 AU2524'R.M. NO. 1 (AZIMUTH MARK) WAS FOUND LAYING ON THE SIDE OF
 AU2524'THE ROAD WITH DISK KNOCKED OUT.
 AU2524'
 AU2524'THE 1948 RECOVERY NOTE BY C.W.C. IS ADEQUATE AND COMPLETE.
 AU2524
 AU2524                          STATION RECOVERY (1964)
 AU2524
 AU2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AU2524'THE STATION MARK, STAMPED FRANKLIN 1931 1948, IS ABOUT 1.0
 AU2524'MILE SOUTHWEST ALONG WILLOW STREET FROM THE SOUTHERN PACIFIC
 AU2524'RAILROAD STATION AT FRANKLIN, IN SECTION 10, T 14 S, R 9 E,
 AU2524'AT A STREET INTERSECTION AND A BRIDGE OVER CITY CANAL, NEAR
 AU2524'THE CENTER OF A VACANT LOT WHICH IS NUMBER 202 WILLOW STREET,
 AU2524'43 FEET SOUTHEAST OF THE CENTER LINE OF WILLOW STREET, 86
 AU2524'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF CITY CANAL, 171 FEET
 AU2524'EAST OF THE EAST CORNER OF A BRIDGE OVER THE CANAL, 86 FEET
 AU2524'NORTH OF THE NORTH CORNER OF AN OLD UNPAINTED HOUSE, 160
 AU2524'FEET NORTH OF THE NORTH CORNER OF A BRICK RANCH STYLE HOUSE,
 AU2524'59 FEET FEET SOUTHWEST OF A 30-INCH GUM TREE, ABOUT 1 FOOT
 AU2524'BELOW THE LEVEL OF WILLOW STREET AND SET IN THE TOP OF A
 AU2524'CONCRETE POST PROJECTING 2 INCHES.
 AU2524'
 AU2524'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELEIVED
 AU2524'TO BE DESTROYED OR COVERED OVER.  THE OLD MEASUREMENTS LOCATE
 AU2524'THE MARK UNDER A PAVED ROAD.
 AU2524'
 AU2524'R.M. 3, STAMPED FRANKLIN NO 3 1931, IS 87-1/2 FEET SOUTHEAST
 AU2524'OF THE STATION MARK, 131 FEET SOUTHEAST OF THE CENTER LINE
 AU2524'OF WILLOW STREET, 98 FEET EAST OF THE EAST CORNER OF AN
 AU2524'UNPAINTED HOUSE, 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AU2524'OF A STY, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 AU2524'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AU2524
 AU2524                          STATION RECOVERY (1969)
 AU2524
 AU2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 AU2524'THE STATION AND R.M. 3 WERE RECOVERED AND IN GOOD CONDITION.
 AU2524'
 AU2524'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  THE DESCRIPTION
 AU2524'BY BIW OF 1964 IS ADEQUATE.
 AU2524'
 AU2524'BENCH MARK K 201 1964 COULD BE USED FOR AN AZIMUTH MARK.
 AU2524'BENCH MARK K 201 IS LOCATED 0.8 MILE SOUTHWEST ALONG WILLOW
 AU2524'STREET FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION
 AU2524'AT FRANKLIN, SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 AU2524'CONCRETE GUARD RAIL FOR A 40-FOOT CONCRETE BRIDGE OVER CITY
 AU2524'CANAL, 12 FEET NORTHWEST OF THE CENTER LINE OF THE STREET
 AU2524'AND 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AU2524'
 AU2524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 AU2524'SOUTHWEST OF FRANKLIN
 AU2524
 AU2524                          STATION RECOVERY (1969)
 AU2524
 AU2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 AU2524'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AU2524'MARK NO. 3 WERE RECOVERED IN GOOD CONDITION.  THE STATION
 AU2524'IS IN A VACANT LOT OWNED BY MRS. W.P. FOSTER.  A MR. MC ANELLY
 AU2524'LOOKS AFTER THE PROPERTY FOR MRS. FOSTER.  HE HAS AN OFFICE
 AU2524'IN FRANKLIN AND HIS PHONE NUMBER IS 828-0132.  THE 1964 RECOVERY
 AU2524'NOTE BY B.I. WILLIAMS IS ADEQUATE EXCEPT THAT THE NUMBER
 AU2524'202 WILLOW STREET IS PROBABLY THE RURAL BOX NUMBER OF THE
 AU2524'HOUSE TO THE SOUTHWEST RATHER THAN THE STREET NUMBER OF
 AU2524'THE VACANT LOT WHERE THE STATION MARK IS LOCATED.
 AU2524'
 AU2524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AU2524'SW OF FRANKLIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3346 ***********************************************************************
 AU3346  DESIGNATION -  FRANKLIN 2
 AU3346  PID         -  AU3346
 AU3346  STATE/COUNTY-  LA/ST MARY
 AU3346  USGS QUAD   -  FRANKLIN (1994)
 AU3346
 AU3346                         *CURRENT SURVEY CONTROL
 AU3346  ___________________________________________________________________
 AU3346* NAD 83(1992)-  29 47 00.87677(N)    091 31 22.40210(W)     ADJUSTED  
 AU3346* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3346  **This station is located in a subsidence area (see below).
 AU3346  ___________________________________________________________________
 AU3346  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3346  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AU3346  DYNAMIC HT  -           1.3   (meters)       4.    (feet)  COMP
 AU3346  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 AU3346
 AU3346  HORZ ORDER  -  THIRD
 AU3346  VERT ORDER  -  THIRD (See Below)
 AU3346
 AU3346.The horizontal coordinates were established by classical geodetic methods
 AU3346.and adjusted by the National Geodetic Survey in January 1993..
 AU3346
 AU3346 ** The orthometric height has not been validated since last determined
 AU3346 ** by differential leveling and should not be used for control purposes.
 AU3346 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3346 ** area with valid NAVD 88 orthometric heights.
 AU3346 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3346 ** epoch indicated which incorporates improved geoid heights for the
 AU3346 ** Southern Louisiana Subsidence area.
 AU3346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3346.The orthometric height was scaled from a topographic map.
 AU3346.The vertical order pertains to the NGVD 29 superseded value.
 AU3346
 AU3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3346
 AU3346.The geoid height was determined by GEOID03.
 AU3346
 AU3346.The dynamic height is computed by dividing the NAVD 88
 AU3346.geopotential number by the normal gravity value computed on the
 AU3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3346.degrees latitude (g = 980.6199 gals.).
 AU3346
 AU3346.The modeled gravity was interpolated from observed gravity values.
 AU3346
 AU3346;                    North         East     Units Scale Factor Converg.
 AU3346;SPC LA S     -   142,292.659   981,672.117   MT  0.99993289   -0 05 41.2
 AU3346;SPC LA S     -   466,838.50  3,220,702.60   sFT  0.99993289   -0 05 41.2
 AU3346;UTM  15      - 3,295,718.646   642,780.072   MT  0.99985153   +0 44 01.8
 AU3346
 AU3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3346!SPC LA S     -   1.00000387  x   0.99993289  =   0.99993676
 AU3346!UTM  15      -   1.00000387  x   0.99985153  =   0.99985540
 AU3346
 AU3346|---------------------------------------------------------------------|
 AU3346| PID    Reference Object                     Distance      Geod. Az  |
 AU3346|                                                           dddmmss.s |
 AU3346| AU2524 FRANKLIN                            129.263 METERS 01050     |
 AU3346| AU3347 FRANKLIN 2 RM 4                      24.417 METERS 08840     |
 AU3346| AU3493 FRANKLIN 2 AZ MK                    APPROX. 0.7 KM 3025721.4 |
 AU3346| AU3348 FRANKLIN 2 RM 5                      26.127 METERS 33405     |
 AU3346|---------------------------------------------------------------------|
 AU3346
 AU3346                          SUPERSEDED SURVEY CONTROL
 AU3346
 AU3346  NAD 83(1986)-  29 47 00.89748(N)    091 31 22.39701(W) AD(       ) 3
 AU3346  NGVD 29 (09/18/05)    1.38   (m)            4.5    (f) RESET       3  
 AU3346
 AU3346.Superseded values are not recommended for survey control.
 AU3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3346.See file dsdata.txt to determine how the superseded data were derived.
 AU3346
 AU3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4278095719(NAD 83)
 AU3346_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3346_SP_SET: CONCRETE POST
 AU3346_STAMPING: FRANKLIN 2 1983
 AU3346_MARK LOGO: LADTD 
 AU3346_PROJECTION: RECESSED 5 CENTIMETERS
 AU3346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3346+STABILITY: SURFACE MOTION
 AU3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3346+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1993
 AU3346
 AU3346  HISTORY     - Date     Condition        Report By
 AU3346  HISTORY     - 1983     MONUMENTED       LADTD
 AU3346  HISTORY     - 19830823 GOOD             NGS
 AU3346  HISTORY     - 19930308 GOOD             NGS
 AU3346
 AU3346                          STATION DESCRIPTION
 AU3346
 AU3346'DESCRIBED BY LA TRANSP AND DEV 1983
 AU3346'2.4 KM (1.50 MI) SW FROM FRANKLIN.
 AU3346'2.49 KM (1.55 MI) SOUTHWEST ALONG WILLOW STREET FROM THE INTERSECTION
 AU3346'OF U.S. HIGHWAY 90 (MAIN STREET) AT THE WEST CORNER OF THE COURTHOUSE
 AU3346'IN FRANKLIN, THENCE 0.08 KM (0.05 MI) EAST ALONG THE SOUTH FRONTAGE
 AU3346'ROAD TO THE MARK ON THE LEFT UNDER THE MIDDLE OF THE TWO BRIDGES
 AU3346'(U.S. HIGHWAY 90), 6.3 M (20.7 FT) WEST SOUTHWEST FROM THE EAST END OF
 AU3346'BEND 13 UNDER THE WESTBOUND LANES OF U.S. HIGHWAY 90, 39.0 M
 AU3346'(128.0 FT) EAST NORTHEAST OF THE SOUTH FRONTAGE ROAD, 7.0 M (23.0 FT)
 AU3346'EAST NORTHEAST OF THE WEST END OF BEND 36 UNDER THE EAST BOUND LANES
 AU3346'OF U.S. HIGHWAY 90.
 AU3346'THE MARK IS 6.3 METERS  S FROM  A WITNESS POST
 AU3346
 AU3346                          STATION RECOVERY (1983)
 AU3346
 AU3346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (FLM)
 AU3346'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MILES) SOUTHWEST OF FRANKLIN,
 AU3346'BETWEEN THE EAST AND WEST BOUND LANE BRIDGES OF US HIGHWAY 90.
 AU3346' 
 AU3346'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 (MAIN
 AU3346'STREET) AND WILLOW STREET AT THE WEST CORNER OF THE COURTHOUSE GO
 AU3346'SOUTHWEST ON WILLOW STREET FOR 2.49 KM (1.55 MILES) TO THE SOUTH
 AU3346'FRONTAGE ROAD BELOW THE US HIGHWAY 90 BRIDGES.  TURN LEFT, GO 0.1 KM
 AU3346'(0.05 MILES) TO THE STATION ON THE LEFT UNDER THE MIDDLE OF THE TWO
 AU3346'BRIDGES.
 AU3346' 
 AU3346'THE STATION IS A STANDARD NGS DISK STAMPED--FRANKLIN 2 1983--, SET
 AU3346'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 AU3346'DIAMETER RECESSED 2 INCHES OR 5 CM BELOW THE GROUND LOCATED 20.7 FT
 AU3346'(6.3 M) WSW FROM THE E END OF BEND 13 UNDER W BOUND LANES OF US 90, 23
 AU3346'FT (7.0 M) ENE FROM THE W END OF BEND 36 UNDER E BOUND LANES OF US 90,
 AU3346'128 FT (39 M) ENE FROM THE CENTER OF THE SOUTH FRONTAGE ROAD, AND 20.7
 AU3346'FT (6.3 M) S FROM A METAL WITNESS POST AND SIGN.
 AU3346' 
 AU3346'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--FRANKLIN 2
 AU3346'1983--, SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FT (1.1 M) BELOW
 AU3346'THE SURFACE.
 AU3346' 
 AU3346'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--FRANKLIN 2 NO 4
 AU3346'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 AU3346'CM IN DIAMETER RECESSED 2 INCHES OR 5 CM BELOW THE GROUND, UNDER
 AU3346'CENTER OF BEND 12 UNDER WEST BOUND US 90.  IT IS LOCATED 5 FT (1.5 M)
 AU3346'WSW FROM THE NORTH VERTICAL BEND 12 UNDER WEST BOUND US 90, 4.5 FT
 AU3346'(1.3 M) ENE FROM THE SOUTH VERTICAL BEND 12 UNDER WEST BOUND US 90,
 AU3346'AND 171 FT (52 M) ENE FROM THE CENTER LINE OF THE SOUTH FRONTAGE ROAD.
 AU3346'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--FRANKLIN 2 NO 5
 AU3346'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 AU3346'CM IN DIAMETER FLUSH WITH GROUND LOCATED 4.8 FT (1.5 M) WSW FROM THE
 AU3346'NORTH VERTICAL BEND 14 UNDER WEST BOUND US 90, 4.8 FT (1.5 M) ENE FROM
 AU3346'THE SOUTH VERTICAL BEND 14 UNDER WEST BOUND US 90, AND 171 FT (52 M)
 AU3346'ENE FROM THE CENTER LINE OF THE SOUTH FRONTAGE ROAD.
 AU3346' 
 AU3346'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--FRANKLIN 2 1983--.  A
 AU3346'DISK SET IN THE SOUTHWEST CONCRETE ABUTMENT OF THE WEST BOUND BRIDGE
 AU3346'OF US 90.  IT IS LOCATED 22.5 FT (6.9 M) S FROM THE CENTERLINE OF THE
 AU3346'WEST BOUND ROADWAY, 3 FT (0.9 M) S FROM THE CONCRETE BRIDGE RAIL, AND
 AU3346'0.5 FT (0.2 M) N FROM A METAL WITNESS POST AND SIGN.
 AU3346' 
 AU3346'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.16 KM (0.1 MILE) WEST
 AU3346'TO THE INTERSECTION OF WILLOW STREET, TURN RIGHT, GO NORTH FOR 0.16 KM
 AU3346'(0.1 MILE) TO THE INTERSECTION OF CHATSWORTH ROAD (ST MARY PARISH 8),
 AU3346'TURN LEFT, GO WEST FOR 1.93 KM (1.2 MILES) TO THE INTERSECTION OF
 AU3346'STATE HIGHWAY 3211, TURN LEFT, GO SOUTHWEST FOR 0.80 KM (0.5 MILE) TO
 AU3346'THE INTERSECTION OF US HIGHWAY 90, TURN LEFT, GO EAST FOR 1.13 KM (0.7
 AU3346'MILE) TO THE MARK IN THE CONCRETE BRIDGE ABUTMENT OF THE WEST BOUND
 AU3346'BRIDGE.
 AU3346
 AU3346                          STATION RECOVERY (1993)
 AU3346
 AU3346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3346'2.3 M (7.5 FT) SOUTHWESTERLY ALONG WILLOW STREET FROM THE POST OFFICE
 AU3346'IN FRANKLIN, 55.0 M (180.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AU3346'STREET, 39.0 M (128.0 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTH
 AU3346'FRONTAGE ROAD OF U.S. HIGHWAY 90, 26.0 M (85.3 FT) SOUTH-SOUTHEAST
 AU3346'OF REFERENCE MARK 5, 24.3 M (79.7 FT) WEST OF REFERENCE MARK 4, 7.1 M
 AU3346'(23.3 FT) NORTHEAST OF THE EAST CORNER OF THE MOST NORTHERLY OF 4
 AU3346'COLUMNS OF THE 12TH PIER NORTHWEST OF THE SOUTHEAST ABUTMENT OF THE
 AU3346'EASTBOUND HIGHWAY BRIDGE SPANNING FRANKLIN CANAL, 6.3 M (20.7 FT)
 AU3346'SOUTHWEST OF THE SOUTH CORNER OF THE MOST SOUTHERLY OF 4 COLUMNS OF
 AU3346'THE 12TH PIER NORTHWEST OF THE SOUTHEAST ABUTMENT OF THE WESTBOUND
 AU3346'BRIDGE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE STREET, 0.6 M (2.0 FT)
 AU3346'NORTHEAST OF A WITNESS POST, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS
 AU3346'POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AU3346'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3493 ***********************************************************************
 AU3493  DESIGNATION -  FRANKLIN 2 AZ MK
 AU3493  PID         -  AU3493
 AU3493  STATE/COUNTY-  LA/ST MARY
 AU3493  USGS QUAD   -  FRANKLIN (1994)
 AU3493
 AU3493                         *CURRENT SURVEY CONTROL
 AU3493  ___________________________________________________________________
 AU3493* NAD 83(1992)-  29 47 13.88751(N)    091 31 45.41002(W)     ADJUSTED  
 AU3493* NAVD 88     -         6.   **(meters)      20.   **(feet)  VERTCON   
 AU3493  **This station is located in a subsidence area (see below).
 AU3493  ___________________________________________________________________
 AU3493  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3493  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU3493
 AU3493  HORZ ORDER  -  THIRD
 AU3493
 AU3493.The horizontal coordinates were established by classical geodetic methods
 AU3493.and adjusted by the National Geodetic Survey in January 1993..
 AU3493
 AU3493 ** The orthometric height has not been validated since last determined
 AU3493 ** by differential leveling and should not be used for control purposes.
 AU3493 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3493 ** area with valid NAVD 88 orthometric heights.
 AU3493 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3493 ** epoch indicated which incorporates improved geoid heights for the
 AU3493 ** Southern Louisiana Subsidence area.
 AU3493 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3493
 AU3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3493
 AU3493.The geoid height was determined by GEOID03.
 AU3493
 AU3493;                    North         East     Units Scale Factor Converg.
 AU3493;SPC LA S     -   142,694.289   981,054.858   MT  0.99993266   -0 05 52.7
 AU3493;SPC LA S     -   468,156.18  3,218,677.48   sFT  0.99993266   -0 05 52.7
 AU3493;UTM  15      - 3,296,111.275   642,157.121   MT  0.99984934   +0 43 50.7
 AU3493
 AU3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3493!SPC LA S     -   1.00000309  x   0.99993266  =   0.99993575
 AU3493!UTM  15      -   1.00000309  x   0.99984934  =   0.99985243
 AU3493
 AU3493                          SUPERSEDED SURVEY CONTROL
 AU3493
 AU3493  NAD 83(1986)-  29 47 13.90823(N)    091 31 45.40493(W) AD(       ) 3
 AU3493  NGVD 29 (11/02/92)    6.     (m)           20.     (f) VERT ANG       
 AU3493
 AU3493.Superseded values are not recommended for survey control.
 AU3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3493.See file dsdata.txt to determine how the superseded data were derived.
 AU3493
 AU3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4215796111(NAD 83)
 AU3493_MARKER: DZ = AZIMUTH MARK DISK
 AU3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3493_STAMPING: FRANKLIN 2 1983
 AU3493_MARK LOGO: NGS   
 AU3493_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3493+STABILITY: SURFACE MOTION
 AU3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3493+SATELLITE: SATELLITE OBSERVATIONS - 1983
 AU3493
 AU3493  HISTORY     - Date     Condition        Report By
 AU3493  HISTORY     - 1983     MONUMENTED       NGS
 AU3493  HISTORY     - UNK      SEE DESCRIPTION
 AU3493
 AU3493                          STATION DESCRIPTION
 AU3493
 AU3493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (FLM)
 AU3493'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MILES) SOUTHWEST OF FRANKLIN
 AU3493'AND 0.74 KM (0.46 MI) WEST OF TRIANGULATION STATION FRANKLIN 2.
 AU3493' 
 AU3493'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 (MAIN
 AU3493'STREET) AND WILLOW STREET AT THE WEST CORNER OF THE COURTHOUSE IN
 AU3493'FRANKLIN, GO SOUTHWEST ON WILLOW STREET FOR 2.3 KM (1.45 MI) TO THE
 AU3493'INTERSECTION OF CHATSWORTH ROAD (ST MARY PARISH ROAD 8).  TURN RIGHT,
 AU3493'GO WEST FOR 1.93 KM (1.2 MI) TO THE INTERSECTION OF STATE HIGHWAY
 AU3493'3211.  TURN LEFT, GO SOUTHWEST FOR 0.8 KM (0.5 MI) TO THE INTERSECTION
 AU3493'OF US HIGHWAY 90.  TURN LEFT, GO EAST ON HIGHWAY 90 FOR 1.13 KM (0.7
 AU3493'MI) TO THE STATION MARK ON THE LEFT IN THE CONCRETE BRIDGE ABUTMENT OF
 AU3493'THE WEST BOUND TRAFFIC BRIDGE.
 AU3493' 
 AU3493'THE STATION IS A STANDARD NGS DISK STAMPED--FRANKLIN 2 1983--,
 AU3493'CEMENTED IN A DRILL HOLE IN A CONCRETE BRIDGE ABUTMENT.  IT IS LOCATED
 AU3493'22.5 FT (6.9 M) S FROM THE CENTERLINE OF THE WEST BOUND ROADWAY, 3 FT
 AU3493'(0.9 M) S FROM THE CONCRETE BRIDGE RAIL, AND 0.5 FT (0.2 M) N FROM A
 AU3493'METAL WITNESS POST AND SIGN.
 AU3493
 AU3493                          STATION RECOVERY (UNK )
 AU3493
 AU3493'RECOVERED UNK
 AU3493'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3347 ***********************************************************************
 AU3347  DESIGNATION -  FRANKLIN 2 RM 4
 AU3347  PID         -  AU3347
 AU3347  STATE/COUNTY-  LA/ST MARY
 AU3347  USGS QUAD   -  FRANKLIN (1994)
 AU3347
 AU3347                         *CURRENT SURVEY CONTROL
 AU3347  ___________________________________________________________________
 AU3347* NAD 83(1992)-  29 47 00.89533(N)    091 31 21.49331(W)     ADJUSTED  
 AU3347* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3347  **This station is located in a subsidence area (see below).
 AU3347  ___________________________________________________________________
 AU3347  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3347  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AU3347  DYNAMIC HT  -           0.8   (meters)       3.    (feet)  COMP
 AU3347  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 AU3347
 AU3347  HORZ ORDER  -  THIRD
 AU3347  VERT ORDER  -  THIRD (See Below)
 AU3347
 AU3347.The horizontal coordinates were established by classical geodetic methods
 AU3347.and adjusted by the National Geodetic Survey in January 1993..
 AU3347
 AU3347 ** The orthometric height has not been validated since last determined
 AU3347 ** by differential leveling and should not be used for control purposes.
 AU3347 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3347 ** area with valid NAVD 88 orthometric heights.
 AU3347 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3347 ** epoch indicated which incorporates improved geoid heights for the
 AU3347 ** Southern Louisiana Subsidence area.
 AU3347 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3347.The orthometric height was scaled from a topographic map.
 AU3347.The vertical order pertains to the NGVD 29 superseded value.
 AU3347
 AU3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3347
 AU3347.The geoid height was determined by GEOID03.
 AU3347
 AU3347.The dynamic height is computed by dividing the NAVD 88
 AU3347.geopotential number by the normal gravity value computed on the
 AU3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3347.degrees latitude (g = 980.6199 gals.).
 AU3347
 AU3347.The modeled gravity was interpolated from observed gravity values.
 AU3347
 AU3347;                    North         East     Units Scale Factor Converg.
 AU3347;SPC LA S     -   142,293.190   981,696.526   MT  0.99993289   -0 05 40.8
 AU3347;SPC LA S     -   466,840.24  3,220,782.69   sFT  0.99993289   -0 05 40.8
 AU3347;UTM  15      - 3,295,719.530   642,804.469   MT  0.99985162   +0 44 02.3
 AU3347
 AU3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3347!SPC LA S     -   1.00000394  x   0.99993289  =   0.99993683
 AU3347!UTM  15      -   1.00000394  x   0.99985162  =   0.99985556
 AU3347
 AU3347                          SUPERSEDED SURVEY CONTROL
 AU3347
 AU3347  NAD 83(1986)-  29 47 00.91604(N)    091 31 21.48822(W) AD(       ) 3
 AU3347  NGVD 29 (09/18/05)    0.94   (m)            3.1    (f) RESET       3  
 AU3347
 AU3347.Superseded values are not recommended for survey control.
 AU3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3347.See file dsdata.txt to determine how the superseded data were derived.
 AU3347
 AU3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4280495720(NAD 83)
 AU3347_MARKER: DR = REFERENCE MARK DISK
 AU3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3347_SP_SET: CONCRETE POST
 AU3347_STAMPING: FRANKLIN 2 NO 4 1983
 AU3347_MARK LOGO: LADTD 
 AU3347_PROJECTION: RECESSED 5 CENTIMETERS
 AU3347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3347+STABILITY: SURFACE MOTION
 AU3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3347+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1993
 AU3347
 AU3347  HISTORY     - Date     Condition        Report By
 AU3347  HISTORY     - 1983     MONUMENTED       LADTD
 AU3347  HISTORY     - 19930308 GOOD             NGS
 AU3347
 AU3347                          STATION DESCRIPTION
 AU3347
 AU3347'DESCRIBED BY LA TRANSP AND DEV 1983
 AU3347'2.4 KM (1.50 MI) SW FROM FRANKLIN.
 AU3347'2.49 KM (1.55 MI) SOUTHWEST ALONG WILLOW STREET FROM THE INTERSECTION
 AU3347'OF U.S. HIGHWAY 90 (MAIN STREET) AT THE WEST CORNER OF THE COURTHOUSE
 AU3347'IN FRANKLIN, THENCE 0.08 KM (0.05 MI) EAST ALONG THE SOUTH FRONTAGE
 AU3347'ROAD TO THE MARK ON THE LEFT UNDER THE MIDDLE OF THE TWO BRIDGES
 AU3347'(U.S. HIGHWAY 90), 52.0 M (170.6 FT) EAST NORTHEAST OF THE CENTERLINE
 AU3347'OF THE SOUTH FRONTAGE ROAD, 1.5 M (4.9 FT) WEST SOUTHWEST OF THE
 AU3347'NORTH VERTICAL BEND 12 UNDER WEST BOUND U.S. 90, 1.3 M (4.3 FT) EAST
 AU3347'NORTHEAST OF THE SOUTH VERTICAL BEND 12 UNDER WEST BOUND U.S. 90.
 AU3347
 AU3347                          STATION RECOVERY (1993)
 AU3347
 AU3347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3347'2.3 M (7.5 FT) SOUTHWESTERLY ALONG WILLOW STREET FROM THE POST OFFICE
 AU3347'IN FRANKLIN, 75.9 M (249.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AU3347'STREET, 24.9 M (81.7 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTH
 AU3347'FRONTAGE ROAD OF THE HIGHWAY, 24.3 M (79.7 FT) EAST OF TRIANGULATION
 AU3347'STATION FRANKLIN, 1.5 M (4.9 FT) SOUTHWEST OF THE SOUTHWEST FACE OF
 AU3347'THE 2ND COLUMN SOUTH OF THE NORTH END OF THE 11TH PIER NORTHWEST OF
 AU3347'THE SOUTHEAST ABUTMENT OF THE WESTBOUND HIGHWAY BRIDGE SPANNING
 AU3347'FRANKLIN CANAL, 1.4 M (4.6 FT) NORTHEAST OF THE NORTHEAST FACE OF THE
 AU3347'3RD COLUMN SOUTH OF THE NORTH END OF THE PIER, 0.9 M (3.0 FT) BELOW
 AU3347'THE LEVEL OF THE STREET, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST,
 AU3347'AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 AU3347'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3348 ***********************************************************************
 AU3348  DESIGNATION -  FRANKLIN 2 RM 5
 AU3348  PID         -  AU3348
 AU3348  STATE/COUNTY-  LA/ST MARY
 AU3348  USGS QUAD   -  FRANKLIN (1994)
 AU3348
 AU3348                         *CURRENT SURVEY CONTROL
 AU3348  ___________________________________________________________________
 AU3348* NAD 83(1992)-  29 47 01.63998(N)    091 31 22.82717(W)     ADJUSTED  
 AU3348* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3348  **This station is located in a subsidence area (see below).
 AU3348  ___________________________________________________________________
 AU3348  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3348  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AU3348  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AU3348  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 AU3348
 AU3348  HORZ ORDER  -  THIRD
 AU3348  VERT ORDER  -  THIRD (See Below)
 AU3348
 AU3348.The horizontal coordinates were established by classical geodetic methods
 AU3348.and adjusted by the National Geodetic Survey in January 1993..
 AU3348
 AU3348 ** The orthometric height has not been validated since last determined
 AU3348 ** by differential leveling and should not be used for control purposes.
 AU3348 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3348 ** area with valid NAVD 88 orthometric heights.
 AU3348 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3348 ** epoch indicated which incorporates improved geoid heights for the
 AU3348 ** Southern Louisiana Subsidence area.
 AU3348 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3348.The orthometric height was scaled from a topographic map.
 AU3348.The vertical order pertains to the NGVD 29 superseded value.
 AU3348
 AU3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3348
 AU3348.The geoid height was determined by GEOID03.
 AU3348
 AU3348.The dynamic height is computed by dividing the NAVD 88
 AU3348.geopotential number by the normal gravity value computed on the
 AU3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3348.degrees latitude (g = 980.6199 gals.).
 AU3348
 AU3348.The modeled gravity was interpolated from observed gravity values.
 AU3348
 AU3348;                    North         East     Units Scale Factor Converg.
 AU3348;SPC LA S     -   142,316.176   981,660.739   MT  0.99993288   -0 05 41.4
 AU3348;SPC LA S     -   466,915.65  3,220,665.27   sFT  0.99993288   -0 05 41.4
 AU3348;UTM  15      - 3,295,741.995   642,768.356   MT  0.99985149   +0 44 01.6
 AU3348
 AU3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3348!SPC LA S     -   1.00000390  x   0.99993288  =   0.99993678
 AU3348!UTM  15      -   1.00000390  x   0.99985149  =   0.99985539
 AU3348
 AU3348                          SUPERSEDED SURVEY CONTROL
 AU3348
 AU3348  NAD 83(1986)-  29 47 01.66069(N)    091 31 22.82207(W) AD(       ) 3
 AU3348  NGVD 29 (09/18/05)    1.19   (m)            3.9    (f) RESET       3  
 AU3348
 AU3348.Superseded values are not recommended for survey control.
 AU3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3348.See file dsdata.txt to determine how the superseded data were derived.
 AU3348
 AU3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4276895742(NAD 83)
 AU3348_MARKER: DR = REFERENCE MARK DISK
 AU3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3348_SP_SET: CONCRETE POST
 AU3348_STAMPING: FRANKLIN 2 NO 5 1983
 AU3348_MARK LOGO: LADTD 
 AU3348_PROJECTION: FLUSH
 AU3348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3348+STABILITY: SURFACE MOTION
 AU3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3348+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1993
 AU3348
 AU3348  HISTORY     - Date     Condition        Report By
 AU3348  HISTORY     - 1983     MONUMENTED       LADTD
 AU3348  HISTORY     - 19930308 GOOD             NGS
 AU3348
 AU3348                          STATION DESCRIPTION
 AU3348
 AU3348'DESCRIBED BY LA TRANSP AND DEV 1983
 AU3348'2.4 KM (1.50 MI) SW FROM FRANKLIN.
 AU3348'2.49 KM (1.55 MI) SOUTHWEST ALONG WILLOW STREET FROM THE INTERSECTION
 AU3348'OF U.S. HIGHWAY 90 (MAIN STREET) AT THE WEST CORNER OF THE COURTHOUSE
 AU3348'IN FRANKLIN, THENCE 0.1 KM (0.05 MI) EAST ALONG THE SOUTH FRONTAGE
 AU3348'ROAD TO THE MARK ON THE LEFT UNDER THE MIDDLE OF THE TWO BRIDGES
 AU3348'(U.S. HIGHWAY 90), 52 M (170.6 FT) EAST NORTHEAST OF THE CENTERLINE OF
 AU3348'THE SOUTH FRONTAGE ROAD, 1.5 M (4.9 FT) WEST SOUTHWEST OF THE NORTH
 AU3348'VERTICAL BEND 14 UNDER THE WEST BOUND U.S. 90, 1.5 M (4.9 FT) EAST
 AU3348'NORTHEAST OF THE SOUTH VERTICAL BEND 14 UNDER WEST BOUND U.S. 90.
 AU3348
 AU3348                          STATION RECOVERY (1993)
 AU3348
 AU3348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3348'2.3 M (7.5 FT) SOUTHWESTERLY ALONG WILLOW STREET FROM THE POST OFFICE
 AU3348'IN FRANKLIN, 33.5 M (109.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AU3348'STREET, 26.0 M (85.3 FT) NORTH-NORTHWEST OF TRIANGULATION STATION
 AU3348'FRANKLIN, 24.9 M (81.7 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTH
 AU3348'FRONTAGE ROAD OF THE HIGHWAY, 1.5 M (4.9 FT) NORTHEAST OF THE
 AU3348'NORTHEAST FACE OF THE 3RD COLUMN SOUTH OF THE NORTH END OF THE 13TH
 AU3348'PIER NORTHWEST OF THE SOUTHEAST ABUTMENT OF THE HIGHWAY BRIDGE
 AU3348'SPANNING FRANKLIN CANAL, 1.4 M (4.6 FT) SOUTHWEST OF THE SOUTHWEST
 AU3348'FACE OF THE 2ND COLUMN SOUTH OF THE NORTH END OF THE PIER, 0.9 M (3.0
 AU3348'FT) BELOW THE LEVEL OF THE STREET, 0.3 M (1.0 FT) NORTHWEST OF A
 AU3348'WITNESS POST, AND THE MONUMENT IS RECESSED 0.02 M (0.07 FT) BELOW THE
 AU3348'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2410 ***********************************************************************
 AU2410  DESIGNATION -  FRANKLIN CH DOME TIP OF STATUE
 AU2410  PID         -  AU2410
 AU2410  STATE/COUNTY-  LA/ST MARY
 AU2410  USGS QUAD   -  CENTERVILLE (1994)
 AU2410
 AU2410                         *CURRENT SURVEY CONTROL
 AU2410  ___________________________________________________________________
 AU2410* NAD 83(1992)-  29 47 28.60070(N)    091 29 59.64004(W)     ADJUSTED  
 AU2410* NAVD 88     -                                                        
 AU2410  **This station is located in a subsidence area (see below).
 AU2410  ___________________________________________________________________
 AU2410  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2410  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU2410
 AU2410  HORZ ORDER  -  THIRD
 AU2410
 AU2410.The horizontal coordinates were established by classical geodetic methods
 AU2410.and adjusted by the National Geodetic Survey in January 1993..
 AU2410
 AU2410 ** The orthometric height has not been validated since last determined
 AU2410 ** by differential leveling and should not be used for control purposes.
 AU2410 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2410 ** area with valid NAVD 88 orthometric heights.
 AU2410 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2410 ** epoch indicated which incorporates improved geoid heights for the
 AU2410 ** Southern Louisiana Subsidence area.
 AU2410 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2410
 AU2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2410
 AU2410.The geoid height was determined by GEOID03.
 AU2410
 AU2410;                    North         East     Units Scale Factor Converg.
 AU2410;SPC LA S     -   143,142.804   983,896.170   MT  0.99993239   -0 04 59.8
 AU2410;SPC LA S     -   469,627.68  3,227,999.35   sFT  0.99993239   -0 04 59.8
 AU2410;UTM  15      - 3,296,600.799   644,991.427   MT  0.99985938   +0 44 43.6
 AU2410
 AU2410                          SUPERSEDED SURVEY CONTROL
 AU2410
 AU2410  NAD 83(1986)-  29 47 28.62192(N)    091 29 59.63269(W) AD(       ) 4
 AU2410  NAD 27      -  29 47 27.87877(N)    091 29 59.23499(W) AD(       ) 3
 AU2410
 AU2410.Superseded values are not recommended for survey control.
 AU2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2410.See file dsdata.txt to determine how the superseded data were derived.
 AU2410
 AU2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4499196601(NAD 83)
 AU2410_MARKER: 87 = DOME
 AU2410
 AU2410  HISTORY     - Date     Condition        Report By
 AU2410  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2410  HISTORY     - 1948     GOOD             CGS
 AU2410  HISTORY     - 1957     GOOD             CGS
 AU2410
 AU2410                          STATION DESCRIPTION
 AU2410
 AU2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2410'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 AU2410'TOP OF THE DOME OF THE ST. MARY PARISH COURTHOUSE WHICH
 AU2410'IS LOCATED IN THE CENTRAL PART OF THE TOWN OF FRANKLIN.
 AU2410'THE TOP OF THE DOME IS SURMOUNTED BY A STATUE OF JUSTICE,
 AU2410'THE TIP OF WHICH IS THE STATION.
 AU2410
 AU2410                          STATION RECOVERY (1957)
 AU2410
 AU2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2410'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AU2410'
 AU2410'THE 1948 RECOVERY NOTE BY C.W.C. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2527 ***********************************************************************
 AU2527  DESIGNATION -  FRANKLIN MUN STANDPIPE
 AU2527  PID         -  AU2527
 AU2527  STATE/COUNTY-  LA/ST MARY
 AU2527  USGS QUAD   -  FRANKLIN (1994)
 AU2527
 AU2527                         *CURRENT SURVEY CONTROL
 AU2527  ___________________________________________________________________
 AU2527* NAD 83(1992)-  29 47 35.34043(N)    091 30 13.95362(W)     ADJUSTED  
 AU2527* NAVD 88     -                                                        
 AU2527  **This station is located in a subsidence area (see below).
 AU2527  ___________________________________________________________________
 AU2527  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2527  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU2527
 AU2527  HORZ ORDER  -  THIRD
 AU2527
 AU2527.The horizontal coordinates were established by classical geodetic methods
 AU2527.and adjusted by the National Geodetic Survey in January 1993..
 AU2527
 AU2527 ** The orthometric height has not been validated since last determined
 AU2527 ** by differential leveling and should not be used for control purposes.
 AU2527 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2527 ** area with valid NAVD 88 orthometric heights.
 AU2527 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2527 ** epoch indicated which incorporates improved geoid heights for the
 AU2527 ** Southern Louisiana Subsidence area.
 AU2527 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2527
 AU2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2527
 AU2527.The geoid height was determined by GEOID03.
 AU2527
 AU2527;                    North         East     Units Scale Factor Converg.
 AU2527;SPC LA S     -   143,350.880   983,512.076   MT  0.99993228   -0 05 07.0
 AU2527;SPC LA S     -   470,310.35  3,226,739.20   sFT  0.99993228   -0 05 07.0
 AU2527;UTM  15      - 3,296,803.284   644,604.392   MT  0.99985800   +0 44 36.6
 AU2527
 AU2527                          SUPERSEDED SURVEY CONTROL
 AU2527
 AU2527  NAD 83(1986)-  29 47 35.36118(N)    091 30 13.94797(W) AD(       ) 4
 AU2527  NAD 27      -  29 47 34.61734(N)    091 30 13.54960(W) AD(       ) 3
 AU2527
 AU2527.Superseded values are not recommended for survey control.
 AU2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2527.See file dsdata.txt to determine how the superseded data were derived.
 AU2527
 AU2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4460496803(NAD 83)
 AU2527
 AU2527  HISTORY     - Date     Condition        Report By
 AU2527  HISTORY     - UNK      MONUMENTED
 AU2527  HISTORY     - 1948     GOOD             CGS
 AU2527
 AU2527                          STATION DESCRIPTION
 AU2527
 AU2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2527'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED IN
 AU2527'FRANKLIN, ON THE W SIDE OF JACKSON STREET BETWEEN SECOND AND THIRD
 AU2527'STREETS, BETWEEN THE MUNICIPAL WATER WORKS BUILDING AND MUNICIPAL
 AU2527'POWER PLANT BUILDING.  IT IS 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2525 ***********************************************************************
 AU2525  DESIGNATION -  FRANKLIN ST JOHNS CH N DOME
 AU2525  PID         -  AU2525
 AU2525  STATE/COUNTY-  LA/ST MARY
 AU2525  USGS QUAD   -  FRANKLIN (1994)
 AU2525
 AU2525                         *CURRENT SURVEY CONTROL
 AU2525  ___________________________________________________________________
 AU2525* NAD 83(1992)-  29 47 44.61352(N)    091 30 05.89708(W)     ADJUSTED  
 AU2525* NAVD 88     -                                                        
 AU2525  **This station is located in a subsidence area (see below).
 AU2525  ___________________________________________________________________
 AU2525  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2525  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2525
 AU2525  HORZ ORDER  -  THIRD
 AU2525
 AU2525.The horizontal coordinates were established by classical geodetic methods
 AU2525.and adjusted by the National Geodetic Survey in January 1993..
 AU2525
 AU2525 ** The orthometric height has not been validated since last determined
 AU2525 ** by differential leveling and should not be used for control purposes.
 AU2525 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2525 ** area with valid NAVD 88 orthometric heights.
 AU2525 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2525 ** epoch indicated which incorporates improved geoid heights for the
 AU2525 ** Southern Louisiana Subsidence area.
 AU2525 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2525
 AU2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2525
 AU2525.The geoid height was determined by GEOID03.
 AU2525
 AU2525;                    North         East     Units Scale Factor Converg.
 AU2525;SPC LA S     -   143,636.072   983,728.857   MT  0.99993212   -0 05 03.0
 AU2525;SPC LA S     -   471,246.01  3,227,450.43   sFT  0.99993212   -0 05 03.0
 AU2525;UTM  15      - 3,297,091.560   644,817.009   MT  0.99985876   +0 44 40.8
 AU2525
 AU2525                          SUPERSEDED SURVEY CONTROL
 AU2525
 AU2525  NAD 83(1986)-  29 47 44.63426(N)    091 30 05.89146(W) AD(       ) 4
 AU2525  NAD 27      -  29 47 43.89105(N)    091 30 05.49338(W) AD(       ) 3
 AU2525
 AU2525.Superseded values are not recommended for survey control.
 AU2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2525.See file dsdata.txt to determine how the superseded data were derived.
 AU2525
 AU2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4481797092(NAD 83)
 AU2525_MARKER: 87 = DOME
 AU2525
 AU2525  HISTORY     - Date     Condition        Report By
 AU2525  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2525  HISTORY     - 1948     GOOD             CGS
 AU2525  HISTORY     - 1948     GOOD             CGS
 AU2525  HISTORY     - 1957     GOOD             CGS
 AU2525
 AU2525                          STATION DESCRIPTION
 AU2525
 AU2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2525'STATIONS RECOVERED IN GOOD CONDITION.  STATIONS ARE LOCATED
 AU2525'ON THE W SIDE OF THE 900 BLOCK OF MAIN STREET IN THE TOWN
 AU2525'OF FRANKLIN, AND ABOUT 1/4 MILE N OF THE PARISH COURTHOUSE.
 AU2525'STATIONS ARE THE CROSSES ON THE TOP OF EACH OF THE TWIN
 AU2525'DOMES ON THE TOWERS OF THE CHURCH OF THE ASSUMPTION, NOT
 AU2525'ST. JOHNS CHURCH.  THE DOMES CAN BE BETTER DESCRIBED AS
 AU2525'N AND S, NOT E AND W.
 AU2525
 AU2525                          STATION RECOVERY (1948)
 AU2525
 AU2525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2525'STATION RECOVERED IN GOOD CONDITION.  STATIONS ARE LOCATED ON THE
 AU2525'W SIDE OF THE 900 BLOCK OF MAIN STREET IN THE TOWN OF FRANKLIN, AND
 AU2525'ABOUT 1/4 MILE N OF THE PARISH COURTHOUSE.  STATIONS ARE THE
 AU2525'CROSSES ON THE TOP OF EACH OF THE TWIN DOMES ON THE TOWERS OF THE
 AU2525'CHURCH OF THE ASSUMPTION, NOT ST. JOHNS CHURCH.  THE DOMES CAN BE
 AU2525'BETTER DESCRIBED AS N AND S, NOT E AND W.
 AU2525
 AU2525                          STATION RECOVERY (1957)
 AU2525
 AU2525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2525'THE STATIONS WERE RECOVERED IN GOOD CONDITION.
 AU2525'
 AU2525'THE 1948 RECOVERY NOTE BY C. W. C. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2526 ***********************************************************************
 AU2526  DESIGNATION -  FRANKLIN ST JOHNS CH S DOME
 AU2526  PID         -  AU2526
 AU2526  STATE/COUNTY-  LA/ST MARY
 AU2526  USGS QUAD   -  FRANKLIN (1994)
 AU2526
 AU2526                         *CURRENT SURVEY CONTROL
 AU2526  ___________________________________________________________________
 AU2526* NAD 83(1992)-  29 47 44.10848(N)    091 30 05.92541(W)     ADJUSTED  
 AU2526* NAVD 88     -                                                        
 AU2526  **This station is located in a subsidence area (see below).
 AU2526  ___________________________________________________________________
 AU2526  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2526  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2526
 AU2526  HORZ ORDER  -  THIRD
 AU2526
 AU2526.The horizontal coordinates were established by classical geodetic methods
 AU2526.and adjusted by the National Geodetic Survey in January 1993..
 AU2526
 AU2526 ** The orthometric height has not been validated since last determined
 AU2526 ** by differential leveling and should not be used for control purposes.
 AU2526 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2526 ** area with valid NAVD 88 orthometric heights.
 AU2526 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2526 ** epoch indicated which incorporates improved geoid heights for the
 AU2526 ** Southern Louisiana Subsidence area.
 AU2526 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2526
 AU2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2526
 AU2526.The geoid height was determined by GEOID03.
 AU2526
 AU2526;                    North         East     Units Scale Factor Converg.
 AU2526;SPC LA S     -   143,620.523   983,728.073   MT  0.99993212   -0 05 03.0
 AU2526;SPC LA S     -   471,195.00  3,227,447.85   sFT  0.99993212   -0 05 03.0
 AU2526;UTM  15      - 3,297,076.003   644,816.450   MT  0.99985876   +0 44 40.8
 AU2526
 AU2526                          SUPERSEDED SURVEY CONTROL
 AU2526
 AU2526  NAD 83(1986)-  29 47 44.12923(N)    091 30 05.91980(W) AD(       ) 4
 AU2526  NAD 27      -  29 47 43.38625(N)    091 30 05.52176(W) AD(       ) 3
 AU2526
 AU2526.Superseded values are not recommended for survey control.
 AU2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2526.See file dsdata.txt to determine how the superseded data were derived.
 AU2526
 AU2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4481697076(NAD 83)
 AU2526_MARKER: 87 = DOME
 AU2526
 AU2526  HISTORY     - Date     Condition        Report By
 AU2526  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2526  HISTORY     - 1948     GOOD             CGS
 AU2526  HISTORY     - 1948     GOOD             CGS
 AU2526  HISTORY     - 1957     GOOD             CGS
 AU2526
 AU2526                          STATION DESCRIPTION
 AU2526
 AU2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2526'STATIONS RECOVERED IN GOOD CONDITION.  STATIONS ARE LOCATED
 AU2526'ON THE W SIDE OF THE 900 BLOCK OF MAIN STREET IN THE TOWN
 AU2526'OF FRANKLIN, AND ABOUT 1/4 MILE N OF THE PARISH COURTHOUSE.
 AU2526'STATIONS ARE THE CROSSES ON THE TOP OF EACH OF THE TWIN
 AU2526'DOMES ON THE TOWERS OF THE CHURCH OF THE ASSUMPTION, NOT
 AU2526'ST. JOHNS CHURCH.  THE DOMES CAN BE BETTER DESCRIBED AS
 AU2526'N AND S, NOT E AND W.
 AU2526
 AU2526                          STATION RECOVERY (1948)
 AU2526
 AU2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2526'STATIONS RECOVERED IN GOOD CONDITION.  STATIONS ARE LOCATED ON THE
 AU2526'W SIDE OF THE 900 BLOCK OF MAIN STREET IN THE TOWN OF FRANKLIN, AND
 AU2526'ABOUT 1/4 MILE N OF THE PARISH COURTHOUSE.  STATIONS ARE THE
 AU2526'CROSSES ON THE TOP OF EACH OF THE TWIN DOMES ON THE TOWERS OF THE
 AU2526'CHURCH OF THE ASSUMPTION, NOT ST. JOHNS CHURCH.  THE DOMES CAN BE
 AU2526'BETTER DESCRIBED AS N AND S, NOT E AND W.
 AU2526
 AU2526                          STATION RECOVERY (1957)
 AU2526
 AU2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2526'THE STATIONS WERE RECOVERED IN GOOD CONDITION.
 AU2526'
 AU2526'THE 1948 RECOVERY NOTE BY C. W. C. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2411 ***********************************************************************
 AU2411  DESIGNATION -  FRANKLIN STERLING MILL TANK
 AU2411  PID         -  AU2411
 AU2411  STATE/COUNTY-  LA/ST MARY
 AU2411  USGS QUAD   -  CENTERVILLE (1994)
 AU2411
 AU2411                         *CURRENT SURVEY CONTROL
 AU2411  ___________________________________________________________________
 AU2411* NAD 83(1992)-  29 48 16.13392(N)    091 29 34.03423(W)     ADJUSTED  
 AU2411* NAVD 88     -                                                        
 AU2411  **This station is located in a subsidence area (see below).
 AU2411  ___________________________________________________________________
 AU2411  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU2411  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU2411
 AU2411  HORZ ORDER  -  THIRD
 AU2411
 AU2411.The horizontal coordinates were established by classical geodetic methods
 AU2411.and adjusted by the National Geodetic Survey in January 1993..
 AU2411
 AU2411 ** The orthometric height has not been validated since last determined
 AU2411 ** by differential leveling and should not be used for control purposes.
 AU2411 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2411 ** area with valid NAVD 88 orthometric heights.
 AU2411 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2411 ** epoch indicated which incorporates improved geoid heights for the
 AU2411 ** Southern Louisiana Subsidence area.
 AU2411 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2411
 AU2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2411
 AU2411.The geoid height was determined by GEOID03.
 AU2411
 AU2411;                    North         East     Units Scale Factor Converg.
 AU2411;SPC LA S     -   144,605.339   984,585.872   MT  0.99993158   -0 04 47.0
 AU2411;SPC LA S     -   474,426.02  3,230,262.15   sFT  0.99993158   -0 04 47.0
 AU2411;UTM  15      - 3,298,073.054   645,659.852   MT  0.99986178   +0 44 57.4
 AU2411
 AU2411                          SUPERSEDED SURVEY CONTROL
 AU2411
 AU2411  NAD 83(1986)-  29 48 16.15579(N)    091 29 34.02673(W) AD(       ) 4
 AU2411  NAD 27      -  29 48 15.41363(N)    091 29 33.62964(W) AD(       ) 3
 AU2411
 AU2411.Superseded values are not recommended for survey control.
 AU2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2411.See file dsdata.txt to determine how the superseded data were derived.
 AU2411
 AU2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4566098073(NAD 83)
 AU2411_MARKER: 53 = ELEVATED TANK
 AU2411
 AU2411  HISTORY     - Date     Condition        Report By
 AU2411  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2411  HISTORY     - 1948     GOOD             CGS
 AU2411  HISTORY     - 1957     GOOD             CGS
 AU2411
 AU2411                          STATION DESCRIPTION
 AU2411
 AU2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2411'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED AT THE
 AU2411'STERLING SUGARS INC., MILL, AT THE REAR OF THE MAIN MILL
 AU2411'BUILDING WHICH IS LOCATED ON THE W SIDE OF BAYOU TECHE, ABOUT
 AU2411'1 MILE NE OF THE PARISH COURTHOUSE IN FRANKLIN.  THE STATION
 AU2411'IS THE TOP OF THE ELEVATED STEEL TANK 160 FEET HIGH.  THREE
 AU2411'STACKS ARE VISIBLE IN THE IMMEDIATE VICINITY BUT NONE ARE
 AU2411'AS TALL AS THE WATER TANK.
 AU2411
 AU2411                          STATION RECOVERY (1957)
 AU2411
 AU2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2411'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AU2411'
 AU2411'THE 1948 RECOVERY NOTE BY C.W.C. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4144 ***********************************************************************
 BJ4144  DESIGNATION -  FRANKLINTON N MUN TANK
 BJ4144  PID         -  BJ4144
 BJ4144  STATE/COUNTY-  LA/WASHINGTON
 BJ4144  USGS QUAD   -  FRANKLINTON (1983)
 BJ4144
 BJ4144                         *CURRENT SURVEY CONTROL
 BJ4144  ___________________________________________________________________
 BJ4144* NAD 83(1992)-  30 51 21.06753(N)    090 09 33.54739(W)     ADJUSTED  
 BJ4144* NAVD 88     -                                                        
 BJ4144  ___________________________________________________________________
 BJ4144  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BJ4144  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BJ4144
 BJ4144  HORZ ORDER  -  THIRD
 BJ4144
 BJ4144.The horizontal coordinates were established by classical geodetic methods
 BJ4144.and adjusted by the National Geodetic Survey in May 1994..
 BJ4144
 BJ4144
 BJ4144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4144
 BJ4144.The geoid height was determined by GEOID03.
 BJ4144
 BJ4144;                    North         East     Units Scale Factor Converg.
 BJ4144;SPC LA S     -   261,717.635 1,112,293.878   MT  1.00003686   +0 35 13.3
 BJ4144;SPC LA S     -   858,651.94  3,649,250.83   sFT  1.00003686   +0 35 13.3
 BJ4144;UTM  15      - 3,417,082.443   771,648.851   MT  1.00051038   +1 27 28.2
 BJ4144
 BJ4144                          SUPERSEDED SURVEY CONTROL
 BJ4144
 BJ4144  NAD 83(1992)-  30 51 21.06749(N)    090 09 33.54731(W) AD(       ) 4
 BJ4144  NAD 83(1986)-  30 51 21.08117(N)    090 09 33.54469(W) AD(       ) 4
 BJ4144  NAD 27      -  30 51 20.41975(N)    090 09 33.23549(W) AD(       ) 3
 BJ4144
 BJ4144.Superseded values are not recommended for survey control.
 BJ4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4144.See file dsdata.txt to determine how the superseded data were derived.
 BJ4144
 BJ4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7164917082(NAD 83)
 BJ4144_MARKER: 53 = ELEVATED TANK
 BJ4144
 BJ4144  HISTORY     - Date     Condition        Report By
 BJ4144  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4144
 BJ4144                          STATION DESCRIPTION
 BJ4144
 BJ4144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4144'NORTH MUNICIPAL WATER TANK IS LOCATED ON CITY PROPERTY, INSIDE A
 BJ4144'FENCED AREA, AT THE NORTH EDGE OF TOWN, ABOUT 150 FEET NORTH OF
 BJ4144'STATE HIGHWAY 430 AND ABOUT 350 FEET NORTHWEST OF STATE HIGHWAYS 430
 BJ4144'AND 1069 JUNCTION.
 BJ4144'
 BJ4144'A STEEL TANK WITH AN OVAL SHAPED ROOF, FRANKLINTON ON SIDE, SUPPORTED
 BJ4144'BY 4-STEEL TUBULAR TYPE LEGS.
 BJ4144'
 BJ4144'TANK IS 112 FEET IN HEIGHT, LIGHT GREEN IN COLOR AND A RED LIGHT
 BJ4144'AT TOP.
 BJ4144'
 BJ4144'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4143 ***********************************************************************
 BJ4143  DESIGNATION -  FRANKLINTON S MUN TANK
 BJ4143  PID         -  BJ4143
 BJ4143  STATE/COUNTY-  LA/WASHINGTON
 BJ4143  USGS QUAD   -  FRANKLINTON (1983)
 BJ4143
 BJ4143                         *CURRENT SURVEY CONTROL
 BJ4143  ___________________________________________________________________
 BJ4143* NAD 83(1992)-  30 50 36.73861(N)    090 09 21.27006(W)     ADJUSTED  
 BJ4143* NAVD 88     -                                                        
 BJ4143  ___________________________________________________________________
 BJ4143  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BJ4143  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BJ4143
 BJ4143  HORZ ORDER  -  THIRD
 BJ4143
 BJ4143.The horizontal coordinates were established by classical geodetic methods
 BJ4143.and adjusted by the National Geodetic Survey in May 1994..
 BJ4143
 BJ4143
 BJ4143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4143
 BJ4143.The geoid height was determined by GEOID03.
 BJ4143
 BJ4143;                    North         East     Units Scale Factor Converg.
 BJ4143;SPC LA S     -   260,355.836 1,112,634.094   MT  1.00003368   +0 35 19.4
 BJ4143;SPC LA S     -   854,184.11  3,650,367.02   sFT  1.00003368   +0 35 19.4
 BJ4143;UTM  15      - 3,415,725.325   772,009.890   MT  1.00051280   +1 27 32.6
 BJ4143
 BJ4143                          SUPERSEDED SURVEY CONTROL
 BJ4143
 BJ4143  NAD 83(1992)-  30 50 36.73865(N)    090 09 21.26866(W) AD(       ) 4
 BJ4143  NAD 83(1986)-  30 50 36.75224(N)    090 09 21.26727(W) AD(       ) 4
 BJ4143  NAD 27      -  30 50 36.08886(N)    090 09 20.95960(W) AD(       ) 3
 BJ4143
 BJ4143.Superseded values are not recommended for survey control.
 BJ4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4143.See file dsdata.txt to determine how the superseded data were derived.
 BJ4143
 BJ4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7201015725(NAD 83)
 BJ4143_MARKER: 53 = ELEVATED TANK
 BJ4143
 BJ4143  HISTORY     - Date     Condition        Report By
 BJ4143  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4143
 BJ4143                          STATION DESCRIPTION
 BJ4143
 BJ4143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4143'SOUTH MUNICIPAL WATER TANK IS LOCATED ON CITY PROPERTY, AT THE
 BJ4143'NORTHWEST CORNER OF THE FRANKLINTON FIRE STATION BUILDING AND
 BJ4143'BETWEEN STATE HIGHWAY 25 SOUTH AND PEARL STREET.
 BJ4143'
 BJ4143'A CYLINDRICAL STEEL TANK WITH A CONICAL SHAPED ROOF, FRANKLINTON, LA.
 BJ4143'ON SIDE, SUPPORTED BY 4 STEEL DOUBLE CHANNEL, LATTICED TYPE LEGS.
 BJ4143'
 BJ4143'TANK IS 130 FEET IN HEIGHT, SILVER IN COLOR, HAS A RED LIGHT AND
 BJ4143'SHORT ANTENNA MOUNTED AT TOP.
 BJ4143'
 BJ4143'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4145 ***********************************************************************
 BJ4145  DESIGNATION -  FRANKLINTON SO GAS RAD MAST
 BJ4145  PID         -  BJ4145
 BJ4145  STATE/COUNTY-  LA/WASHINGTON
 BJ4145  USGS QUAD   -  FRANKLINTON (1983)
 BJ4145
 BJ4145                         *CURRENT SURVEY CONTROL
 BJ4145  ___________________________________________________________________
 BJ4145* NAD 83(1992)-  30 49 02.52857(N)    090 10 50.02297(W)     ADJUSTED  
 BJ4145* NAVD 88     -                                                        
 BJ4145  ___________________________________________________________________
 BJ4145  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ4145  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ4145
 BJ4145  HORZ ORDER  -  THIRD
 BJ4145
 BJ4145.The horizontal coordinates were established by classical geodetic methods
 BJ4145.and adjusted by the National Geodetic Survey in May 1994..
 BJ4145
 BJ4145
 BJ4145.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4145
 BJ4145.The geoid height was determined by GEOID03.
 BJ4145
 BJ4145;                    North         East     Units Scale Factor Converg.
 BJ4145;SPC LA S     -   257,430.598 1,110,304.967   MT  1.00002707   +0 34 35.0
 BJ4145;SPC LA S     -   844,586.89  3,642,725.55   sFT  1.00002707   +0 34 35.0
 BJ4145;UTM  15      - 3,412,763.670   769,724.342   MT  1.00049753   +1 26 43.0
 BJ4145
 BJ4145                          SUPERSEDED SURVEY CONTROL
 BJ4145
 BJ4145  NAD 83(1992)-  30 49 02.52893(N)    090 10 50.02232(W) AD(       ) 4
 BJ4145  NAD 83(1986)-  30 49 02.54205(N)    090 10 50.02236(W) AD(       ) 4
 BJ4145  NAD 27      -  30 49 01.87816(N)    090 10 49.71293(W) AD(       ) 3
 BJ4145
 BJ4145.Superseded values are not recommended for survey control.
 BJ4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4145.See file dsdata.txt to determine how the superseded data were derived.
 BJ4145
 BJ4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6972412764(NAD 83)
 BJ4145_MARKER: 42 = RADIO/TV MAST
 BJ4145
 BJ4145  HISTORY     - Date     Condition        Report By
 BJ4145  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4145  HISTORY     - 1979     GOOD             LADTD
 BJ4145
 BJ4145                          STATION DESCRIPTION
 BJ4145
 BJ4145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4145'SOUTHERN NATURAL GAS COMPANY RADIO STATION KKJ608 MAST ON THE
 BJ4145'COMPANY GROUNDS, ABOUT 2 MILES SOUTH-SOUTHWEST OF FRANKLINTON, 0.5
 BJ4145'MILE WEST OF THE STATE HIGHWAYS 25 AND 16 AND ABOUT 300 FEET NORTH
 BJ4145'OF HIGHWAY 16.
 BJ4145'
 BJ4145'A SLENDER TRIANGULAR SHAPED MAST, 400 FEET IN HEIGHT, PAINTED
 BJ4145'ORANGE-WHITE IN COLOR AND HAS A RED LIGHT AT TOP.
 BJ4145'
 BJ4145'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 BJ4145
 BJ4145                          STATION RECOVERY (1979)
 BJ4145
 BJ4145'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ4145'THE STATION WAS RECOVERED AS DESCRIBED IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3300 ***********************************************************************
 BK3300  DESIGNATION -  FRASCH
 BK3300  PID         -  BK3300
 BK3300  STATE/COUNTY-  LA/CALCASIEU
 BK3300  USGS QUAD   -  SULPHUR (1994)
 BK3300
 BK3300                         *CURRENT SURVEY CONTROL
 BK3300  ___________________________________________________________________
 BK3300* NAD 83(1992)-  30 13 38.82464(N)    093 23 21.11665(W)     ADJUSTED  
 BK3300* NAVD 88     -         4.2  **(meters)      14.   **(feet)  GPS OBS   
 BK3300  **This station is located in a subsidence area (see below).
 BK3300  ___________________________________________________________________
 BK3300  X           -    -326,071.488 (meters)                     COMP
 BK3300  Y           -  -5,505,939.400 (meters)                     COMP
 BK3300  Z           -   3,192,172.861 (meters)                     COMP
 BK3300  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK3300  ELLIP HEIGHT-         -23.30  (meters)          (02/20/02) GPS OBS
 BK3300  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3300
 BK3300  HORZ ORDER  -  FIRST
 BK3300  ELLP ORDER  -  FOURTH    CLASS I
 BK3300
 BK3300.The horizontal coordinates were established by GPS observations
 BK3300.and adjusted by the National Geodetic Survey in January 1995..
 BK3300
 BK3300 ** The orthometric height has not been validated since last determined
 BK3300 ** by differential leveling and should not be used for control purposes.
 BK3300 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3300 ** area with valid NAVD 88 orthometric heights.
 BK3300 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3300 ** epoch indicated which incorporates improved geoid heights for the
 BK3300 ** Southern Louisiana Subsidence area.
 BK3300 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3300.The orthometric height was determined by GPS observations and a
 BK3300.high-resolution geoid model.
 BK3300
 BK3300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3300
 BK3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3300
 BK3300.The ellipsoidal height was determined by GPS observations
 BK3300.and is referenced to NAD 83.
 BK3300
 BK3300.The geoid height was determined by GEOID03.
 BK3300
 BK3300;                    North         East     Units Scale Factor Converg.
 BK3300;SPC LA S     -   193,253.776   802,114.847   MT  0.99993353   -1 01 40.7
 BK3300;SPC LA S     -   634,033.43  2,631,605.13   sFT  0.99993353   -1 01 40.7
 BK3300;UTM  15      - 3,344,053.272   462,548.404   MT  0.99961730   -0 11 45.4
 BK3300
 BK3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3300!SPC LA S     -   1.00000366  x   0.99993353  =   0.99993719
 BK3300!UTM  15      -   1.00000366  x   0.99961730  =   0.99962096
 BK3300
 BK3300                          SUPERSEDED SURVEY CONTROL
 BK3300
 BK3300  ELLIP H (01/13/95)  -23.21   (m)                       GP(       ) 3 2
 BK3300  NAD 83(1992)-  30 13 38.82502(N)    093 23 21.11529(W) AD(       ) 1
 BK3300  ELLIP H (01/21/93)  -23.38   (m)                       GP(       ) 4 2
 BK3300  NAD 83(1986)-  30 13 38.84637(N)    093 23 21.10447(W) AD(       ) 1
 BK3300  NGVD 29 (05/20/88)    3.9    (m)           13.     (f) GPS OBS        
 BK3300
 BK3300.Superseded values are not recommended for survey control.
 BK3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3300.See file dsdata.txt to determine how the superseded data were derived.
 BK3300
 BK3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6254844053(NAD 83)
 BK3300_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3300_STAMPING: FRASCH 1987
 BK3300_MARK LOGO: NGS   
 BK3300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3300+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 BK3300
 BK3300  HISTORY     - Date     Condition        Report By
 BK3300  HISTORY     - 1987     MONUMENTED       LADTD
 BK3300  HISTORY     - 19901221 GOOD             VFM
 BK3300  HISTORY     - 20021102 GOOD             USPSQD
 BK3300  HISTORY     - 20040419 GOOD             USPSQD
 BK3300
 BK3300                          STATION DESCRIPTION
 BK3300
 BK3300'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3300'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF SULPHUR, AT THE
 BK3300'CITY GOLF COURSE, AT TEE 16.
 BK3300'OWNERSHIP--CITY OF SULPHUR, COMMUNITY CENTER AND PLAYGROUND
 BK3300'DISTRICT 2, BOARD OF COMMISSIONERS, C/O PAT PATTISON, PO BOX 207,
 BK3300'SULPHUR, LA. 70663  PHONE 318-527-9431.
 BK3300'
 BK3300'TO REACH THE STATION FROM THE JUNCTION.OF U.S. HIGHWAY 90 AND STATE
 BK3300'HIGHWAY 27 SOUTH IN SULPHUR, GO WEST FOR 0.7 KM (0.45 MI) ON
 BK3300'HIGHWAY 27 TO A CROSSROAD.
 BK3300'TURN LEFT AND GO SOUTH FOR 1 KM (0.6 MI) ON PICARD ROAD TO THE
 BK3300'AZIMUTH MARK ON THE RIGHT AT A BRIDGE.
 BK3300'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 30 METERS (100 FT) ON
 BK3300'PICARD ROAD TO A STREET RIGHT.
 BK3300'TURN RIGHT AND GO WEST FOR 0.4 KM (0.25 MI) ALONG THE EDGE OF
 BK3300'THE GOLF COURSE TO THE STATION ON THE RIGHT JUST BEFORE REACHING A
 BK3300'CANAL.
 BK3300'
 BK3300'THE STATION IS A STANDARD NGS DISK
 BK3300'STAMPED---FRASCH 1987---,
 BK3300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3300'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BK3300'11 METERS (36 FT) NORTH FROM THE CENTER OF WEST SARA STREET,
 BK3300'2.2 METERS (7 FT) NORTH FROM A FIBERGLASS WITNESS POST,
 BK3300'3.9 METERS (13 FT) NORTHWEST FROM A UTILITY POLE GUY POLE,
 BK3300'1 METERS (3.5 FT) SOUTH FROM THE EDGE OF THE TEE AREA,
 BK3300'27.1 METERS (89 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 BK3300'SOUTHWEST ABUTMENT OF A BRIDGE OVER A DITCH AND
 BK3300'20 METERS (65.5 FT) EAST FROM THE BASE OF A DIVERSION CANAL LEVEE.
 BK3300'THE UNDERGROUND MARK IS A STANDARD LADH DISK
 BK3300'STAMPED---FRASCH 1987---,
 BK3300'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3300'
 BK3300'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3300'STAMPED---FRASCH 1987---,
 BK3300'SET INTO A DRILL HOLE IN THE SIDEWALK OF A SMALL BRIDGE OVER A
 BK3300'CREEK OVER THE SOUTHWEST ABUTMENT.
 BK3300'0.6 METERS (2 FT) EAST FROM A METAL RAILING,
 BK3300'0.3 METERS (1 FT) WEST FROM THE CURB AND
 BK3300'0.2 METERS (0.7 FT) NORTH FROM A SIDEWALK JOINT.
 BK3300'TO REACH THE AZIMUTH FROM THE STATION,
 BK3300'GO EAST FOR 0.4 KM (0.25 MI) ALONG THE EDGE OF THE GOLF COURSE
 BK3300'TO A SMALL BRIDGE AND THE MARK IN THE SOUTHWEST WALKWAY OF THE
 BK3300'BRIDGE.
 BK3300
 BK3300                          STATION RECOVERY (1990)
 BK3300
 BK3300'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3300'RECOVERED AS DESCRIBED.
 BK3300
 BK3300                          STATION RECOVERY (2002)
 BK3300
 BK3300'RECOVERY NOTE BY US POWER SQUADRON 2002 (VLL)
 BK3300'RECOVERED IN GOOD CONDITION.
 BK3300
 BK3300                          STATION RECOVERY (2004)
 BK3300
 BK3300'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3301 ***********************************************************************
 BK3301  DESIGNATION -  FRASCH AZ MK
 BK3301  PID         -  BK3301
 BK3301  STATE/COUNTY-  LA/CALCASIEU
 BK3301  USGS QUAD   -  SULPHUR (1994)
 BK3301
 BK3301                         *CURRENT SURVEY CONTROL
 BK3301  ___________________________________________________________________
 BK3301* NAD 83(1992)-  30 13 39.70527(N)    093 23 05.80434(W)     ADJUSTED  
 BK3301* NAVD 88     -         4.   **(meters)      13.   **(feet)  VERTCON   
 BK3301  **This station is located in a subsidence area (see below).
 BK3301  ___________________________________________________________________
 BK3301  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK3301  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3301
 BK3301  HORZ ORDER  -  SECOND
 BK3301
 BK3301.The horizontal coordinates were established by classical geodetic methods
 BK3301.and adjusted by the National Geodetic Survey in January 1993..
 BK3301.No horizontal observational check was made to the station.
 BK3301
 BK3301 ** The orthometric height has not been validated since last determined
 BK3301 ** by differential leveling and should not be used for control purposes.
 BK3301 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3301 ** area with valid NAVD 88 orthometric heights.
 BK3301 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3301 ** epoch indicated which incorporates improved geoid heights for the
 BK3301 ** Southern Louisiana Subsidence area.
 BK3301 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3301
 BK3301.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3301
 BK3301.The geoid height was determined by GEOID03.
 BK3301
 BK3301;                    North         East     Units Scale Factor Converg.
 BK3301;SPC LA S     -   193,273.550   802,524.697   MT  0.99993355   -1 01 33.0
 BK3301;SPC LA S     -   634,098.31  2,632,949.78   sFT  0.99993355   -1 01 33.0
 BK3301;UTM  15      - 3,344,078.987   462,957.794   MT  0.99961693   -0 11 37.7
 BK3301
 BK3301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3301!SPC LA S     -   1.00000361  x   0.99993355  =   0.99993716
 BK3301!UTM  15      -   1.00000361  x   0.99961693  =   0.99962054
 BK3301
 BK3301                          SUPERSEDED SURVEY CONTROL
 BK3301
 BK3301  NAD 83(1986)-  30 13 39.72664(N)    093 23 05.79354(W) AD(       ) 2
 BK3301  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3301
 BK3301.Superseded values are not recommended for survey control.
 BK3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3301.See file dsdata.txt to determine how the superseded data were derived.
 BK3301
 BK3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6295844079(NAD 83)
 BK3301_MARKER: DZ = AZIMUTH MARK DISK
 BK3301_SETTING: 0 = UNSPECIFIED SETTING
 BK3301_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3301
 BK3301  HISTORY     - Date     Condition        Report By
 BK3301  HISTORY     - 1987     MONUMENTED       LADTD
 BK3301  HISTORY     - 20021102 GOOD             USPSQD
 BK3301  HISTORY     - 20060311 GOOD             USPSQD
 BK3301
 BK3301                          STATION DESCRIPTION
 BK3301
 BK3301'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3301'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF SULPHUR, SET IN
 BK3301'A DRILL HOLE IN THE SOUTHWEST CORNER OF A BRIDGE, AT THE SOUTHEAST
 BK3301'CORNER OF THE CITY GOLF COURSE.
 BK3301'OWNERSHIP--CITY OF SULPHUR COMMUNITY CENTER AND PLAYGROUND DISTRICT
 BK3301'2, BOARD OF COMMISSIONERS, C/O PAT PATTISON, PO BOX 207, SULPHUR,
 BK3301'LA.  70663  PHONE 318-527-9431.
 BK3301'
 BK3301'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3301'HIGHWAY 27 SOUTH IN SULPHUR, GO WEST FOR 0.7 KM (0.45 MI) ON
 BK3301'HIGHWAY 90 TO A CROSSROAD.
 BK3301'TURN LEFT AND GO SOUTH FOR 1 KM (0.6 MI) ON PICARD ROAD TO THE
 BK3301'STATION ON THE RIGHT, IN THE SOUTHWEST CORNER OF A BRIDGE.
 BK3301'
 BK3301'THE STATION IS A STANDARD NGS DISK
 BK3301'STAMPED---FRASCH 1987---,
 BK3301'SET INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF A BRIDGE OVER A
 BK3301'CREEK.
 BK3301'0.3 METERS (1 FT) WEST FROM A SIDEWALK CURB AND
 BK3301'0.2 METERS (0.5 FT) NORTH FROM A SIDEWALK JOINT.
 BK3301
 BK3301                          STATION RECOVERY (2002)
 BK3301
 BK3301'RECOVERY NOTE BY US POWER SQUADRON 2002 (MA)
 BK3301'RECOVERED IN GOOD CONDITION.
 BK3301
 BK3301                          STATION RECOVERY (2006)
 BK3301
 BK3301'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK3301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3069 ***********************************************************************
 CP3069  DESIGNATION -  FRED
 CP3069  PID         -  CP3069
 CP3069  STATE/COUNTY-  LA/RICHLAND
 CP3069  USGS QUAD   -  GILLEYVILLE (1982)
 CP3069
 CP3069                         *CURRENT SURVEY CONTROL
 CP3069  ___________________________________________________________________
 CP3069* NAD 83(1992)-  32 15 44.89888(N)    091 59 13.52917(W)     ADJUSTED  
 CP3069* NAVD 88     -        21.7    (meters)      71.     (feet)  VERTCON   
 CP3069  ___________________________________________________________________
 CP3069  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CP3069  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3069
 CP3069  HORZ ORDER  -  SECOND
 CP3069
 CP3069.The horizontal coordinates were established by classical geodetic methods
 CP3069.and adjusted by the National Geodetic Survey in January 1993..
 CP3069
 CP3069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3069
 CP3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3069
 CP3069.The geoid height was determined by GEOID03.
 CP3069
 CP3069;                    North         East     Units Scale Factor Converg.
 CP3069;SPC LA N     -   195,529.804 1,048,324.337   MT  0.99993278   +0 16 16.2
 CP3069;SPC LA N     -   641,500.70  3,439,377.43   sFT  0.99993278   +0 16 16.2
 CP3069;UTM  15      - 3,569,979.507   595,403.228   MT  0.99971224   +0 32 26.6
 CP3069
 CP3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3069!SPC LA N     -   1.00000067  x   0.99993278  =   0.99993345
 CP3069!UTM  15      -   1.00000067  x   0.99971224  =   0.99971291
 CP3069
 CP3069|---------------------------------------------------------------------|
 CP3069| PID    Reference Object                     Distance      Geod. Az  |
 CP3069|                                                           dddmmss.s |
 CP3069| CY3604 FRED RM 2                            14.221 METERS 16857     |
 CP3069| CY3603 FRED AZ MK 2                                       1693855.5 |
 CP3069| CP3070 FRED LDH 1971 RM 1                   15.495 METERS 34757     |
 CP3069| CY3602 FRED AZ MK                                         3484851.1 |
 CP3069|---------------------------------------------------------------------|
 CP3069
 CP3069                          SUPERSEDED SURVEY CONTROL
 CP3069
 CP3069  NAD 83(1986)-  32 15 44.91275(N)    091 59 13.52207(W) AD(       ) 2
 CP3069  NAD 27      -  32 15 44.37074(N)    091 59 13.04552(W) AD(       ) 2
 CP3069  NGVD 29 (07/19/86)   21.7    (m)           71.     (f) VERT ANG       
 CP3069
 CP3069.Superseded values are not recommended for survey control.
 CP3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3069.See file dsdata.txt to determine how the superseded data were derived.
 CP3069
 CP3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9540369980(NAD 83)
 CP3069_MARKER: DD = SURVEY DISK
 CP3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3069
 CP3069  HISTORY     - Date     Condition        Report By
 CP3069  HISTORY     - 1971     MONUMENTED       LADTD
 CP3069  HISTORY     - 1974     GOOD             LOCSUR
 CP3069
 CP3069                          STATION DESCRIPTION
 CP3069
 CP3069'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3069'THE STATION IS LOCATED 13 MILES WEST-SOUTHWEST OF MANGHAM, 9
 CP3069'MILES SOUTHWEST OF RHYMES AND 20 MILES NORTHWEST OF WINNSBORO, IN
 CP3069'THE SOUTHWEST 1/4 OF SECTION 20, T15N, R5E, AND ON THE PROPERTY
 CP3069'OWNED BY FRED DOUCIERE, JR., ADDRESS ROUTE 1, POST OFFICE BOX 260,
 CP3069'HEBERT, LOUISIANA, 71436, TELEPHONE 248-2631 (MANGHAM).
 CP3069'
 CP3069'TO REACH THE STATION FROM THE POLICE STATION IN MANGHAM AT THE
 CP3069'INTERSECTION OF STATE HIGHWAYS 15 AND 132, DRIVE WEST ALONG
 CP3069'STATE HIGHWAY 132 FOR 11.2 MILES TO THE INTERSECTION OF STATE
 CP3069'HIGHWAY 561 IN BUCKNER, TAKE STATE HIGHWAY 561 SOUTHWEST FOR 4
 CP3069'MILES.  THE STATION IS SET ON THE LEFT AND EAST OF THE HIGHWAY
 CP3069'NEAR A FIELD ROAD.
 CP3069'
 CP3069'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CP3069'STATE HIGHWAY 561 FOR 0.5 MILE TO THE MARK WHICH IS SET ON THE
 CP3069'LEFT AND WEST OF THE HIGHWAY NEAR A FENCE CORNER.
 CP3069'
 CP3069'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTH ALONG STATE
 CP3069'HIGHWAY 561 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE RIGHT AND
 CP3069'WEST OF THE HIGHWAY NEAR A CULVERT.
 CP3069'
 CP3069'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3069'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3069'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3069'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3069'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3069'SURFACE.  THEY ARE STAMPED FRED 1971.  THE MARK IS 45 FEET
 CP3069'NORTHEAST OF THE CENTER OF STATE HIGHWAY 561, 37 FEET
 CP3069'NORTHWEST OF THE CENTER OF A FIELD ROAD, 22 FEET NORTHWEST OF
 CP3069'THE WEST END OF A CONCRETE CULVERT, 16 FEET NORTH-NORTHEAST
 CP3069'OF A 16 INCH PINE TREE, AND 8 FEET NORTHEAST OF A METAL
 CP3069'WITNESS POST AND SIGN.
 CP3069'
 CP3069'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3069'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3069'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SIX INCHES
 CP3069'BELOW THE GROUND.  IT IS STAMPED FRED R.M. 1 1971.  IT IS 88
 CP3069'FEET NORTH-NORTHWEST OF THE CENTER OF A FIELD ROAD, 73 FEET
 CP3069'NORTH-NORTHWEST OF THE WEST END OF A CONCRETE CULVERT, 67
 CP3069'FEET NORTH-NORTHEAST OF A 16 INCH PINE TREE, AND 45 FEET
 CP3069'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 561.
 CP3069'
 CP3069'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3069'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3069'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP3069'WITH THE GROUND.  IT IS STAMPED FRED R.M. 2 1971.  IT IS 43 FEET
 CP3069'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 561, 24 FEET
 CP3069'SOUTH-SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT, 10 FEET
 CP3069'SOUTH-SOUTHEAST OF THE CENTER OF A FIELD ROAD, AND 3 FEET
 CP3069'EAST-NORTHEAST OF A FENCE.
 CP3069'
 CP3069'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3069'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP3069'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP3069'WITH THE GROUND.  IT IS STAMPED FRED AZ. MK. 1971.  IT IS 42
 CP3069'FEET WEST OF THE CENTER OF STATE HIGHWAY 561, 13 FEET SOUTH OF A
 CP3069'FENCE CORNER, 3 FEET EAST OF A FENCE, AND 1.5 FEET EAST OF A
 CP3069'METAL WITNESS POST AND SIGN.
 CP3069'
 CP3069'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3069'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3069'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3069'GROUND.  IT IS STAMPED FRED AZ.MK.2 1971.  IT IS 39 FEET WEST OF
 CP3069'THE CENTER OF STATE HIGHWAY 561, 15 FEET NORTH OF THE CENTER OF A
 CP3069'FIELD ROAD, 8 FEET NORTH-NORTHWEST OF THE NORTH END OF A
 CP3069'CONCRETE CULVERT, AND 1.5 FEET EAST OF A METAL WITNESS POST AND
 CP3069'SIGN.
 CP3069'
 CP3069'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3069
 CP3069                          STATION RECOVERY (1974)
 CP3069
 CP3069'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (FLM)
 CP3069'STATION, AND BOTH AZIMUTH MARKS WERE LOCATED IN GOOD CONDITION
 CP3069'AS DESCRIBED.  DID NOT READILY LOCATE THE TWO REFERENCE MARKS,
 CP3069'AND DID NOT FIND ANY SIGNS FOR THEM.  BY MESSINGER AND ASSO.
 CP3069'
 CP3069'THE DISTANCE BETWEEN THE STATION AND AZIMUTH MARK 2 IS 2,013.24 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2785 ***********************************************************************
 BK2785  DESIGNATION -  FREELAND RESET
 BK2785  PID         -  BK2785
 BK2785  STATE/COUNTY-  LA/ACADIA
 BK2785  USGS QUAD   -  CROWLEY EAST (1983)
 BK2785
 BK2785                         *CURRENT SURVEY CONTROL
 BK2785  ___________________________________________________________________
 BK2785* NAD 83(1992)-  30 14 31.61293(N)    092 21 45.78904(W)     ADJUSTED  
 BK2785* NAVD 88     -         7.60   (+/-2cm)      24.9  **(feet)  VERTCON   
 BK2785  **This station is located in a subsidence area (see below).
 BK2785  ___________________________________________________________________
 BK2785  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2785  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2785
 BK2785  HORZ ORDER  -  FIRST
 BK2785  VERT ORDER  -  THIRD ? (See Below)
 BK2785
 BK2785.The horizontal coordinates were established by classical geodetic methods
 BK2785.and adjusted by the National Geodetic Survey in January 1993..
 BK2785
 BK2785 ** The orthometric height has not been validated since last determined
 BK2785 ** by differential leveling and should not be used for control purposes.
 BK2785 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2785 ** area with valid NAVD 88 orthometric heights.
 BK2785 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2785 ** epoch indicated which incorporates improved geoid heights for the
 BK2785 ** Southern Louisiana Subsidence area.
 BK2785 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2785.The vertical order pertains to the NGVD 29 superseded value.
 BK2785
 BK2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2785
 BK2785.The geoid height was determined by GEOID03.
 BK2785
 BK2785;                    North         East     Units Scale Factor Converg.
 BK2785;SPC LA S     -   193,548.999   900,928.187   MT  0.99993457   -0 30 52.9
 BK2785;SPC LA S     -   635,002.01  2,955,795.23   sFT  0.99993457   -0 30 52.9
 BK2785;UTM  15      - 3,345,785.865   561,315.139   MT  0.99964638   +0 19 15.5
 BK2785
 BK2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2785!SPC LA S     -   1.00000310  x   0.99993457  =   0.99993767
 BK2785!UTM  15      -   1.00000310  x   0.99964638  =   0.99964948
 BK2785
 BK2785:                Primary Azimuth Mark                     Grid Az
 BK2785:SPC LA S     -  RAYNE LA ST RICE MILL WATER TK           094 28 12.6
 BK2785:UTM  15      -  RAYNE LA ST RICE MILL WATER TK           093 38 04.2
 BK2785
 BK2785|---------------------------------------------------------------------|
 BK2785| PID    Reference Object                     Distance      Geod. Az  |
 BK2785|                                                           dddmmss.s |
 BK2785| BK2787 RAYNE LA ST RICE MILL WATER TK      APPROX. 9.5 KM 0935719.7 |
 BK2785| BK2783 RAYNE CITY WATER AND LT CO TK       APPROX. 8.8 KM 0951943.5 |
 BK2785| BK2788 RAYNE ST JOSEPHS CATH CH SPIRE      APPROX. 9.1 KM 0965610.6 |
 BK2785| CW1374 FREELAND RM 1                        56.236 METERS 15535     |
 BK2785| CW1373 FREELAND AZ MK                                     1573648.9 |
 BK2785| BK2782 CROWLEY STANDARD RICE CO TANK       APPROX. 3.2 KM 1710655.4 |
 BK2785| CW1376 FREELAND RM 3                        47.546 METERS 17730     |
 BK2785| BK2799 1 A 008 LDH 1967                    APPROX. 0.7 KM 1785618.0 |
 BK2785| BK2789 CROWLEY LOUISIANA RICE CO TANK      APPROX. 4.1 KM 1953840.7 |
 BK2785| BK2803 CROWLEY ST MICHAELS CH DOME         APPROX. 3.4 KM 1993812.8 |
 BK2785| BK2812 CROWLEY MUTUAL RICE CO TANK         APPROX. 4.4 KM 2001323.7 |
 BK2785| BK2781 CROWLEY MUNICIPAL STANDPIPE         APPROX. 3.3 KM 2002354.0 |
 BK2785| CW1375 FREELAND RM 2                        64.996 METERS 22242     |
 BK2785| BK2813 ROLLER CANAL PUMPING STA STACK      APPROX. 5.9 KM 2342252.1 |
 BK2785| BK2834 IOTA CATHOLIC CHURCH SPIRE          APPROX.15.1 KM 3042354.7 |
 BK2785| BK2836 IOTA MUNICIPAL TANK                 APPROX.16.2 KM 3074209.3 |
 BK2785| BK2800 FREELAND RM 4                        38.371 METERS 33607     |
 BK2785|---------------------------------------------------------------------|
 BK2785
 BK2785                          SUPERSEDED SURVEY CONTROL
 BK2785
 BK2785  NAD 83(1986)-  30 14 31.63213(N)    092 21 45.78325(W) AD(       ) 1
 BK2785  NAD 27      -  30 14 30.89713(N)    092 21 45.30980(W) AD(       ) 1
 BK2785  NGVD 29 (07/19/86)    7.57   (m)           24.8    (f) LEVELING    3  
 BK2785
 BK2785.Superseded values are not recommended for survey control.
 BK2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2785.See file dsdata.txt to determine how the superseded data were derived.
 BK2785
 BK2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6131545786(NAD 83)
 BK2785_MARKER: DS = TRIANGULATION STATION DISK
 BK2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2785_STAMPING: FREELAND 1934 1959
 BK2785
 BK2785  HISTORY     - Date     Condition        Report By
 BK2785  HISTORY     - 1959     MONUMENTED       CGS
 BK2785  HISTORY     - 1961     GOOD             CGS
 BK2785  HISTORY     - 1967     GOOD             CGS
 BK2785  HISTORY     - 1969     GOOD             CGS
 BK2785  HISTORY     - 1974     GOOD             NGS
 BK2785
 BK2785                          STATION DESCRIPTION
 BK2785
 BK2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RAG)
 BK2785'THE STATION WAS VISITED 1-28-59 AND THE STATION SURFACE
 BK2785'MARK WAS FOUND DESTROYED.  THE UNDERGROUND MARK WAS FOUND
 BK2785'IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET (PLUMB BOB)
 BK2785'METHOD FROM THE UNDERGROUND MARK.  THE NEW SURFACE MARK WAS
 BK2785'SET FLUSH WITH THE GROUND.  REFERENCE MARK NO. 1 AND NO. 2
 BK2785'WERE FOUND APPARENTLY IN GOOD CONDITION.  THE 1934 MEASUREMENT
 BK2785'IS 0.48 FEET LONGER THAN THE 1955 MEASUREMENT, REFERENCE
 BK2785'MARK NO. 2 WAS .04 FEET SHORTER COMPARED TO THE 1959
 BK2785'MEASUREMENT.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IS
 BK2785'NOT VISIBLE FROM THE STATION DUE TO TREES AND A HOUSE
 BK2785'BUILT ON LINE.  THE LAND IS NOW OWNED BY THE LOUISIANA
 BK2785'STATE UNIVERSITY EXPERIMENT STATION.  A NEW DESCRIPTION
 BK2785'FOLLOWS--
 BK2785'
 BK2785'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF CROWLEY, 1.0
 BK2785'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK2785'HIGHWAY 1111, ON LAND OWNED BY THE LOUISIANA STATE UNIVERSITY
 BK2785'EXPERIMENT STATION.  IT IS 49 FEET WEST OF THE CENTERLINE
 BK2785'OF STATE HIGHWAY 1111, 93 FEET NORTH OF THE CENTER OF THE
 BK2785'PRIVATE DRIVEWAY LEADING TO A WHITE HOUSE WITH A RED ROOF,
 BK2785'50.5 FEET EAST OF A 36-INCH PIN OAK TREE IN THE FRONT YARD
 BK2785'OF THE WHITE HOUSE, 151 FEET EAST OF THE SOUTHEAST CORNER
 BK2785'OF THE CONCRETE FRONT PORCH OF THE HOUSE, 46 FEET SOUTH
 BK2785'OF THE CENTER OF A DITCH IN THE FRONT YARD, 22 FEET WEST
 BK2785'OF A FENCE LINE AND 1.5 FEET NORTH OF THE PROJECTED PLANE
 BK2785'OF THE SOUTH WALL OF THE WHITE HOUSE MENTIONED ABOVE.  IT
 BK2785'IS A STANDARD DISK, STAMPED FREELAND 1934 1959, FLUSH
 BK2785'WITH THE GROUND.
 BK2785'
 BK2785'REFERENCE MARK NO. 1 IS 184.02 FEET SOUTH-SOUTHEAST OF THE
 BK2785'STATION, 29 FEET EAST OF THE CENTER OF STATE HIGHWAY 1111,
 BK2785'6 FEET NORTH OF THE CENTER OF A PRIVATE ROAD LEADING EAST,
 BK2785'10 FEET EAST OF THE NORTH END OF A CONCRETE CULVERT UNDER
 BK2785'THE PRIVATE DRIVE, 36 FEET SOUTH OF A POWER POLE AND 16 FEET
 BK2785'NORTH OF A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED
 BK2785'FREELAND NO 1 1934, PROJECTING 4 INCHES.
 BK2785'
 BK2785'REFERENCE MARK NO. 2 IS 213.27 FEET SOUTHWEST OF THE STATION,
 BK2785'193 FEET WEST OF THE CENTER OF STATE HIGHWAY 1111, 21 FEET
 BK2785'SOUTHEAST OF THE SOUTHEAST CORNER OF A SQUARE TIN BUILDING
 BK2785'WITH A CONCRETE FOUNDATION.  IT IS IS THE EAST-WEST FENCE
 BK2785'LINE WHICH SEPERATES THE SOUTH SIDE OF THE YARD OF THE FARM
 BK2785'HOUSE AND THE NORTH EDGE OF A CULTIVATED FIELD.  IT IS A
 BK2785'STANDARD DISK, STAMPED FREELAND NO 2 1934, PROJECTING 10
 BK2785'INCHES.
 BK2785'
 BK2785'THE AZIMUTH MARK IS 1.0 MILE SOUTH-SOUTHEAST OF THE STATION
 BK2785'ON THE TOP OF THE NORTH LEVEE OF A CANAL WHICH PARALLELS
 BK2785'THE SOUTH SIDE OF U.S. HIGHWAY 90, 33 FEET SOUTH OF THE
 BK2785'CENTER OF U.S. HIGHWAY 90, 10 FEET NORTH OF THE NORTH EDGE
 BK2785'OF THE CANAL, 127 FEET WEST OF THE 3RD POWER POLE EAST
 BK2785'OF THE CURVE IN U.S. HIGHWAY 90 TO THE SOUTH AND 9 FEET
 BK2785'SOUTH OF THE SOUTH DITCH OF U.S. HIGHWAY 90.  IT IS A STANDARD
 BK2785'DISK, STAMPED FREELAND AZI 1934, PROJECTING 6 INCHES.
 BK2785'
 BK2785'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BK2785'90 AND STATE HIGHWAY 13, IN CROWLEY, GO EAST ON U.S. HIGHWAY
 BK2785'90 FOR 1.6 MILE TO WHERE U.S. HIGHWAY 90 TURNS EAST AGAIN
 BK2785'AT THE JUNCTION WITH STATE HIGHWAY 1111, LEAVE U.S. HIGHWAY
 BK2785'90 AND GO NORTH ON STATE HIGHWAY 1111 FOR 0.25 MILE TO A
 BK2785'CROSSROAD, CONTINUE NORTH FOR 0.75 MILE TO THE WHITE HOUSE AND THE
 BK2785'STATION ON THE LEFT.
 BK2785'
 BK2785'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 BK2785'HIGHWAY 1111 FOR 1.0 MILE TO U.S. HIGHWAY 90, TURN SHARP
 BK2785'LEFT AND GO EAST ON U.S. HIGHWAY 90 FOR 0.4 MILE TO THE
 BK2785'AZIMUTH MARK ON THE RIGHT.
 BK2785
 BK2785                          STATION RECOVERY (1961)
 BK2785
 BK2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 BK2785'THE STATION WAS VISITED 4-25-61 AND ALL MARKS WERE FOUND
 BK2785'IN GOOD CONDITION.  R.M. NO. 1 WAS MOVED AT THIS DATE BY
 BK2785'ESTABLISHING REFERENCE MARK NO. 3, DUE TO ROAD CONSTRUCTION.
 BK2785'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION, BEING OBSTRUCTED
 BK2785'BY NEW BUILDING ON LINE.  A NEW DESCRIPTION FOLLOWS--
 BK2785'
 BK2785'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF CROWLEY,
 BK2785'0.8 MILE NORTH ALONG STATE HIGHWAY 1111 FROM ITS INTERSECTION
 BK2785'WITH U.S. HIGHWAY 90, ON LAND OWNED BY THE LOUISIANA STATE
 BK2785'UNIVERSITY EXPERIMENTAL STATION, 49 FEET WEST OF THE CENTER
 BK2785'OF STATE HIGHWAY 1111, 93 FEET NORTH OF THE CENTER OF THE
 BK2785'DRIVEWAY LEADING WEST TO A WHITE HOUSE WITH A RED ROOF, 50.5
 BK2785'FEET EAST OF A 36-INCH PIN OAK TREE, 151 FEET EAST OF THE
 BK2785'SOUTHEAST CORNER OF THE FRONT PORCH OF THE WHITE HOUSE, 1.5
 BK2785'FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 BK2785'HOUSE AND 46 FEET SOUTH OF THE CENTER OF A DITCH IN THE
 BK2785'YARD.  IT IS A STANDARD DISK, STAMPED FREELAND 1934 1959,
 BK2785'FLUSH WITH THE GROUND.
 BK2785'
 BK2785'REFERENCE MARK NO. 2 IS 213.27 FEET SOUTHWEST OF THE STATION,
 BK2785'193 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 1111, 21
 BK2785'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TIN SHED WITH
 BK2785'A CONCRETE FOUNDATION, IN AN EAST-WEST FENCE LINE WHICH
 BK2785'SEPERATES THE YARD FROM A RICE FIELD.  IT IS A STANDARD
 BK2785'DISK, STAMPED FREELAND NO 2 1934, PROJECTING 10 INCHES.
 BK2785'
 BK2785'REFERENCE MARK NO. 3 IS 155.99 FEET SOUTH OF THE STATION,
 BK2785'39 FEET WEST OF THE CENTER OF THE HIGHWAY, 65 FEET SOUTH
 BK2785'OF THE CENTER OF THE DRIVEWAY LEADING WEST TO THE WHITE
 BK2785'HOUSE, AND 1 FOOT NORTH OF A FENCE CORNER, IN LINE WITH
 BK2785'A ROW OF POWER POLES LEADING EAST AND AT THE NORTHEAST CORNER
 BK2785'OF A RICE FIELD.  IT ISA STANDARD DISK, STAMPED FREELAND
 BK2785'NO 3 1934 1959, PROJECTING 4 INCHES.
 BK2785'
 BK2785'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH OF THE STATION
 BK2785'ON THE TOP OF A LEVEE OF A CANAL WHICH PARELLELS U.S. HIGHWAY
 BK2785'90, OPPOSITE A DRIVEWAY LEADING NORTH TO A LARGE WHITE HOUSE,
 BK2785'33 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 90, 10 FEET
 BK2785'NORTH OF THE NORTH EDGE OF THE CANAL, 127 FEET WEST OF THE
 BK2785'3RD POWER POLE EAST OF WHERE U.S. HIGHWAY 90 TURNS SOUTH,
 BK2785'AND 9 FEET SOUTH OF THE SOUTH DITCH OF THE HIGHWAY, IT IS
 BK2785'A STANDARD DISK, STAMPED FREELAND AZI 1934, PROJECTING 6
 BK2785'INCHES.
 BK2785'
 BK2785'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BK2785'13 AND U.S. HIGHWAY 90 AT CROWLEY, GO EAST AND NORTH ON U.S.
 BK2785'HIGHWAY 90 FOR 1.6 MILE TO WHERE U.S. HIGHWAY 90 TURNS
 BK2785'EAST, KEEP STRAIGHT AHEAD FOR 0.25 MILE TO A CROSS ROAD,
 BK2785'CONTINUE NORTH FOR 0.75 MILE TO THE MARK ON THE LEFT.
 BK2785'
 BK2785'TO REACH THE AZIMUTH MARK FROM WHERE THE U.S. HIGHWAY 90
 BK2785'TURNS EAST, CONTINUE ON U.S. HIGHWAY 90 FOR 0.4 MILE TO THE
 BK2785'MARK ON THE RIGHT.
 BK2785
 BK2785                          STATION RECOVERY (1967)
 BK2785
 BK2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RT)
 BK2785'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BK2785'CONDITION.  REFERENCE MARK NO. 1 WAS SEARCHED FOR AND NOT
 BK2785'RECOVERED.
 BK2785'
 BK2785'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF CROWLEY, ON
 BK2785'STATE HIGHWAY 1111, 49 FEET WEST OF THE CENTERLINE OF STATE
 BK2785'HIGHWAY 1111, 92 FEET NORTH OF A GRAVEL DRIVE LEADING TO
 BK2785'A HOUSE, 51 FEET EAST OF A 36-INCH OAK TREE, 151 FEET EAST
 BK2785'OF THE SOUTHEAST CORNER OF THE CONCRETE CORNER OF THE FRONT
 BK2785'PORCH OF THE HOUSE.  IT IS FLUSH WITH THE GROUND.  IT
 BK2785'IS STAMPED FREELAND 1934.
 BK2785'
 BK2785'TO REACH THE STATION FROM THE STATE HIGHWAY 13 INTERCHANGE
 BK2785'ON INTERSTATE 10, FOLLOW INTERSTATE 10 EAST FOR 1.4 MILES
 BK2785'TO THE STATE HIGHWAY 1111 INTERCHANGE, THENCE NORTH ALONG
 BK2785'STATE HIGHWAY 1111 FOR 0.5 MILE TO THE STATION WHICH IS
 BK2785'SET TO THE WEST OF THE HIGHWAY.
 BK2785'
 BK2785'REFERENCE MARK NO. 2 IS 213.25 FEET SOUTHWEST OF THE STATION
 BK2785'IN AN EAST-WEST FENCE SOUTH OF A HOUSE, 193 FEET WEST OF
 BK2785'THE CENTERLINE OF STATE HIGHWAY 1111.  IT IS STAMPED FREELAND
 BK2785'R.M. 2 1934.
 BK2785'
 BK2785'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK2785
 BK2785                          STATION RECOVERY (1969)
 BK2785
 BK2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2785'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 BK2785'RECOVERED AND FOUND IN GOOD CONDITION AND AS DESCRIBED IN 1959.
 BK2785'THE AZIMUTH MARK IS NOT VISIBLE DUE TO BUILDINGS NEAR THE AZIMUTH
 BK2785'MARK.  REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED DUE TO POWER
 BK2785'LINES NEAR THE STATION MARK BEING A STEEL TOWER WAS ERRECTED FOR
 BK2785'THE 1969 OBSERVATIONS.  A TRAVERSE CONNECTION WAS MADE TO REFERENCE
 BK2785'MARK 4 AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 BK2785'
 BK2785'OBSERVATIONS WERE NOT MADE FROM THIS STATION AT THIS TIME.
 BK2785'
 BK2785'FOR A COMPLETE DESCRIPTION OF THE MARKS, SEE THE DESCRIPTION FOR
 BK2785'FREELAND RM 4.
 BK2785
 BK2785                          STATION RECOVERY (1974)
 BK2785
 BK2785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2785'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 4, THE
 BK2785'1934 AZIMUTH MARK AND THE 1969 AZIMUTH MARK (1A008 (LDH)) FOR
 BK2785'FREELAND R.M. 4 1969 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BK2785'THERE WERE NO DIRECTIONS TAKEN FROM THIS STATION IN 1969
 BK2785'WHEN FREELAND R.M. 4 WAS ESTABLISHED SO THERE WERENT ANY
 BK2785'CHECK ANGLES.  THE DISTANCE TO REFERENCE MARK 2 CHECKED
 BK2785'WITH THE 1934 MEASUREMENT BUT WAS SHORTER THAN THE 1969
 BK2785'MEASUREMENT BY 0.015 METER.  THE DISTANCE TO REFERENCE MARK
 BK2785'4 WAS MEASURED WITH A 300-FOOT TAPE AND WAS SHORTER THAN
 BK2785'TRAVERSE MADE IN 1969 BY 0.009 METER.  A SEARCH WAS MADE
 BK2785'FOR REFERENCE MARK 3 AND ITS PRESUMED DESTROYED.  THE 1934
 BK2785'AZIMUTH MARK IS BLOCKED FROM THE STATION SO NO DIRECTION
 BK2785'WAS TAKEN AT THIS TIME.
 BK2785'
 BK2785'DUE TO INSUFFICIENT DATA, A COMPLETE AND NEW DESCRIPTION
 BK2785'FOLLOWS.
 BK2785'
 BK2785'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF RAYNE, 5
 BK2785'MILES SOUTHEAST OF MAXIE, 1-1/2 MILES NORTHEAST OF CROWLEY
 BK2785'AND ON PROPERTY OWNED BY THE LOUISIANA STATE UNIVERSITY
 BK2785'EXPERIMENT STATION.
 BK2785'
 BK2785'TO REACH THE STATION FROM THE OVERPASS AT THE STATE HIGHWAY
 BK2785'1111 INTERCHANGE ON INTERSTATE HIGHWAY 10, GO NORTH ON STATE
 BK2785'HIGHWAY 1111 FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 BK2785'DESCRIBED.
 BK2785'
 BK2785'STATION MARK, STAMPED FREELAND 1934 1959 IS A STANDARD DISK
 BK2785'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BK2785'WITH THE GROUND.  AN UNDERGROUND MARK WAS SET IN 1934 IN
 BK2785'AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE
 BK2785'SURFACE OF THE GROUND.  THEY ARE 82.5 FEET NORTH OF A GRAVELED
 BK2785'DRIVE, 50 FEET EAST OF A 40-INCH TREE, 45 FEET WEST OF
 BK2785'THE CENTER OF STATE HIGHWAY 1111 AND 4.5 FEET WEST OF A
 BK2785'FENCE AND METAL WITNESS POST.
 BK2785'
 BK2785'REFERENCE MARK 2, STAMPED FREELAND NO 2 1934 IS A STANDARD
 BK2785'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 BK2785'8 INCHES.  IT IS 120 FEET WEST OF A POWER POLE, 26 FEET
 BK2785'SOUTHWEST OF AN 8-INCH TREE AND 21 FEET SOUTHEAST OF THE
 BK2785'SOUTHEAST CORNER OF A SHED.
 BK2785'
 BK2785'REFERENCE MARKS 4, STAMPED FREELAND NO 4 1934 1969 ARE STANDARD
 BK2785'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 BK2785'MONUMENT THAT IS ABOUT 16 INCHES BELOW THE SURFACE OF THE
 BK2785'GROUND.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 BK2785'OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND.  THEY ARE
 BK2785'127 FEET NORTH OF THE 40-INCH TREE, 96 FEET WEST OF THE
 BK2785'CENTER OF STATE HIGHWAY 1111, 50 FEET WEST OF A FENCE AND
 BK2785'34 FEET NORTH OF A FENCE.
 BK2785'
 BK2785'LOUISIANA DEPARTMENT OF HIGHWAYS STATION, STAMPED 1A008
 BK2785'IS A BRONZE STATION MARK DISK OF COAST AND GEODETIC SURVEY
 BK2785'AND THE LOUISIANA DEPARTMENT OF HIGHWAYS.  IT IS CEMENTED
 BK2785'IN A DRILLHOLE IN THE NORTHWEST CORNER OF OVERPASS AT THE
 BK2785'STATE HIGHWAY 1111 INTERCHANGE ON INTERSTATE HIGHWAY 10.
 BK2785'IT IS 11.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 1111,
 BK2785'7 FEET SOUTHEAST OF A METAL WITNESS POST AND 3 FEET EAST
 BK2785'OF THE NORTHWEST CORNER OF THE BRIDGE.
 BK2785'
 BK2785'AZIMUTH MARK, STAMPED FREELAND AZI 1934 IS A STANDARD DISK
 BK2785'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 BK2785'16 INCHES.  IT IS 182 FEET EAST OF A POWER POLE NUMBERED
 BK2785'14 18 309, 131 FEET WEST OF A POWER POLE NUMBERED 14 18 310,
 BK2785'31 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 90 AND 6 FEET
 BK2785'NORTH OF THE NORTH EDGE OF A CANAL.
 BK2785'
 BK2785'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 BK2785'HIGHWAY 1111 FOR 0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO
 BK2785'EAST AND SOUTH ON A PAVED ROAD FOR 0.2 MILE TO THE JUNCTION
 BK2785'OF STATE HIGHWAY 90.  TURN LEFT AND GO EAST ON STATE HIGHWAY
 BK2785'90 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BK2785'
 BK2785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 BK2785'NORTHEAST OF CROWLEY.
 BK2785'
 BK2785'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2800 ***********************************************************************
 BK2800  DESIGNATION -  FREELAND RM 4
 BK2800  PID         -  BK2800
 BK2800  STATE/COUNTY-  LA/ACADIA
 BK2800  USGS QUAD   -  CROWLEY EAST (1983)
 BK2800
 BK2800                         *CURRENT SURVEY CONTROL
 BK2800  ___________________________________________________________________
 BK2800* NAD 83(1992)-  30 14 32.75229(N)    092 21 46.37015(W)     ADJUSTED  
 BK2800* NAVD 88     -         8.45   (+/-2cm)      27.7  **(feet)  VERTCON   
 BK2800  **This station is located in a subsidence area (see below).
 BK2800  ___________________________________________________________________
 BK2800  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2800  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2800
 BK2800  HORZ ORDER  -  FIRST
 BK2800  VERT ORDER  -  THIRD ? (See Below)
 BK2800
 BK2800.The horizontal coordinates were established by classical geodetic methods
 BK2800.and adjusted by the National Geodetic Survey in January 1993..
 BK2800
 BK2800 ** The orthometric height has not been validated since last determined
 BK2800 ** by differential leveling and should not be used for control purposes.
 BK2800 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2800 ** area with valid NAVD 88 orthometric heights.
 BK2800 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2800 ** epoch indicated which incorporates improved geoid heights for the
 BK2800 ** Southern Louisiana Subsidence area.
 BK2800 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2800.The vertical order pertains to the NGVD 29 superseded value.
 BK2800
 BK2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2800
 BK2800.The geoid height was determined by GEOID03.
 BK2800
 BK2800;                    North         East     Units Scale Factor Converg.
 BK2800;SPC LA S     -   193,584.220   900,912.967   MT  0.99993460   -0 30 53.2
 BK2800;SPC LA S     -   635,117.56  2,955,745.29   sFT  0.99993460   -0 30 53.2
 BK2800;UTM  15      - 3,345,820.850   561,299.412   MT  0.99964636   +0 19 15.2
 BK2800
 BK2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2800!SPC LA S     -   1.00000297  x   0.99993460  =   0.99993757
 BK2800!UTM  15      -   1.00000297  x   0.99964636  =   0.99964933
 BK2800
 BK2800|---------------------------------------------------------------------|
 BK2800| PID    Reference Object                     Distance      Geod. Az  |
 BK2800|                                                           dddmmss.s |
 BK2800| BK2785 FREELAND RESET                       38.371 METERS 15607     |
 BK2800| BK2799 1 A 008 LDH 1967                    APPROX. 0.7 KM 1774602.6 |
 BK2800| CW1375 FREELAND RM 2                        87.645 METERS 19901     |
 BK2800| BK2801 FREELAND RM 4 1969 A                 15.577 METERS 23422     |
 BK2800| BK2837 MAXIE TV STA KLFY MAST              APPROX. 9.0 KM 3504519.9 |
 BK2800|---------------------------------------------------------------------|
 BK2800
 BK2800                          SUPERSEDED SURVEY CONTROL
 BK2800
 BK2800  NAD 83(1986)-  30 14 32.77134(N)    092 21 46.36428(W) AD(       ) 1
 BK2800  NAD 27      -  30 14 32.03652(N)    092 21 45.89089(W) AD(       ) 1
 BK2800  NGVD 29 (07/19/86)    8.42   (m)           27.6    (f) LEVELING    3  
 BK2800
 BK2800.Superseded values are not recommended for survey control.
 BK2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2800.See file dsdata.txt to determine how the superseded data were derived.
 BK2800
 BK2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6129945821(NAD 83)
 BK2800_MARKER: DR = REFERENCE MARK DISK
 BK2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2800
 BK2800  HISTORY     - Date     Condition        Report By
 BK2800  HISTORY     - 1969     MONUMENTED       CGS
 BK2800  HISTORY     - 1974     GOOD             NGS
 BK2800
 BK2800                          STATION DESCRIPTION
 BK2800
 BK2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2800'THE STATION IS ABOUT 5-1/2 MILES WEST OF RAYNE, 1-1/2 MILES NORTHEAST
 BK2800'OF CROWLEY AND 0.4 MILE NORTH OF INTERSTATE HIGHWAY 10, ON THE WEST
 BK2800'SIDE OF STATE HIGHWAY 1111 AND ON PROPERTY OWNED BY THE LOUISIANA
 BK2800'STATE UNIVERSITY EXPERIMENT STATION.
 BK2800'
 BK2800'TO REACH THE STATION FROM THE OVERPASS AT THE STATE HIGHWAY 1111
 BK2800'INTERCHANGE ON INTERSTATE HIGHWAY 10, GO NORTH ON HIGHWAY 1111 FOR
 BK2800'0.4 MILE TO THE STATION ON THE LEFT, IN A PASTURE AT THE NORTH SIDE
 BK2800'OF A HOUSE, (ENTER PASTURE THROUGH GATE AT SOUTH SIDE OF HOUSE,
 BK2800'THEN DRIVE NORTH AND EAST FOR ABOUT 0.15 MILE TO THE STATION.)
 BK2800'
 BK2800'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED FREELAND
 BK2800'NO 4 1934 1969, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 BK2800'THAT IS 16 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 127 FEET
 BK2800'NORTH OF A 30-INCH TREE IN FRONT YARD OF HOME, 106 FEET SOUTHWEST
 BK2800'OF A CORNER FENCE POST, 96 FEET WEST OF THE CENTER OF HIGHWAY
 BK2800'1111, 66 FEET SOUTHEAST OF A LONE TREE IN PASTURE AND 34 FEET
 BK2800'NORTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BK2800'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 BK2800'
 BK2800'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FREELAND NO 2 1934,
 BK2800'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2800'PROJECTS 8-INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 120 FEET
 BK2800'WEST OF A POWER POLE, 26 FEET SOUTHWEST OF AN 8-INCH TREE.  21
 BK2800'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL SHED AND SET IN
 BK2800'A FENCE LINE.
 BK2800'
 BK2800'1A008 (LDH) IS A BRONZE STATION MARK DISK OF THE LOUISIANA
 BK2800'DEPARTMENT OF HIGHWAYS SURVEY AND COST AND GEODETIC SURVEY, CEMENTED
 BK2800'IN A DRILL HOLE IN THE SOUTH BOUND LANE OF THE OVERPASS MENTIONED
 BK2800'ABOVE AND IS STAMPED 1A008.  IT IS 11.6 FEET WEST OF THE CENTER OF
 BK2800'OVERPASS HIGHWAY 1111, 7 FEET EAST-SOUTHEAST OF A METAL WITNESS
 BK2800'POST AND 2.5 FEET EAST OF THE NORTHWEST CORNER OF THE CONCRETE
 BK2800'OVERPASS.
 BK2800'
 BK2800'THE 1934 STATION MARK IS A STANDARD STATION DISK STAMPED FREELAND
 BK2800'1934 1959, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 BK2800'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 82 FEET NORTH OF THE
 BK2800'CENTER OF A DRIVEWAY TO THE HOUSE, 51 FEET EAST-NORTHEAST OF THE
 BK2800'30- INCH TREE IN THE FRONT YARD OF THE HOME, 45 FEET WEST OF THE
 BK2800'CENTER OF HIGHWAY 1111 AND 4.5 FEET WEST OF A METAL WITNESS POST
 BK2800'IN A FENCE LINE.
 BK2800'
 BK2800'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 BK2800
 BK2800                          STATION RECOVERY (1974)
 BK2800
 BK2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2800'THE STATION MARK, REFERENCE MARK 2, 1A008 (LDH) AZIMUTH MARK AND
 BK2800'FREELAND 1934 1959 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 BK2800'DIRECTIONS TO ALL MARKS CHECKED WITH THE 1969 DIRECTIONS.  THE
 BK2800'DISTANCE TO FREELAND 1934 1959 WAS MEASURED WITH A 300-FOOT TAPE
 BK2800'TO CHECK THE 1969 TRAVERSE DISTANCE OF 0.009 METER SHORTER
 BK2800'MEASUREMENT WAS FOUND.  THE DISTANCE TO REFERENCE MARK 2 IS FROM
 BK2800'THE 1969 DESCRIPTION DUE TO A CHICKEN COOP ON LINE AND
 BK2800'COULDNT BE MEASURED.
 BK2800'
 BK2800'THE PREVIOUS DESCRIPTION FROM 1969 IS ADEQUATE AND ACCURATE EXCEPT
 BK2800'FOR CHANGES NOTED ABOVE.
 BK2800'
 BK2800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 BK2800'NORTHEAST OF CROWLEY.
 BK2800'
 BK2800'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1157 ***********************************************************************
 AT1157  DESIGNATION -  FREEPORT SULPHUR CO WATER TANK
 AT1157  PID         -  AT1157
 AT1157  STATE/COUNTY-  LA/PLAQUEMINES
 AT1157  USGS QUAD   -  PORT SULPHUR (1993)
 AT1157
 AT1157                         *CURRENT SURVEY CONTROL
 AT1157  ___________________________________________________________________
 AT1157* NAD 83(1992)-  29 28 17.20472(N)    089 41 22.80386(W)     ADJUSTED  
 AT1157* NAVD 88     -                                                        
 AT1157  **This station is located in a subsidence area (see below).
 AT1157  ___________________________________________________________________
 AT1157  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AT1157  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AT1157
 AT1157  HORZ ORDER  -  THIRD
 AT1157
 AT1157.The horizontal coordinates were established by classical geodetic methods
 AT1157.and adjusted by the National Geodetic Survey in January 1993..
 AT1157
 AT1157 ** The orthometric height has not been validated since last determined
 AT1157 ** by differential leveling and should not be used for control purposes.
 AT1157 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1157 ** area with valid NAVD 88 orthometric heights.
 AT1157 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1157 ** epoch indicated which incorporates improved geoid heights for the
 AT1157 ** Southern Louisiana Subsidence area.
 AT1157 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1157
 AT1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1157
 AT1157.The geoid height was determined by GEOID03.
 AT1157
 AT1157;                    North         East     Units Scale Factor Converg.
 AT1157;SPC LA S     -   108,824.093 1,159,414.292   MT  0.99996814   +0 49 18.7
 AT1157;SPC LA S     -   357,033.71  3,803,845.06   sFT  0.99996814   +0 49 18.7
 AT1157;UTM  16      - 3,263,232.994   239,174.352   MT  1.00043951   -1 19 26.5
 AT1157
 AT1157                          SUPERSEDED SURVEY CONTROL
 AT1157
 AT1157  NAD 83(1986)-  29 28 17.21438(N)    089 41 22.81010(W) AD(       ) 4
 AT1157  NAD 27      -  29 28 16.43498(N)    089 41 22.58310(W) AD(       ) 3
 AT1157
 AT1157.Superseded values are not recommended for survey control.
 AT1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1157.See file dsdata.txt to determine how the superseded data were derived.
 AT1157
 AT1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3917463233(NAD 83)
 AT1157_MARKER: 51 = TANK
 AT1157
 AT1157  HISTORY     - Date     Condition        Report By
 AT1157  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1157  HISTORY     - 1936     GOOD             CGS
 AT1157  HISTORY     - 1955     GOOD             CGS
 AT1157
 AT1157                          STATION DESCRIPTION
 AT1157
 AT1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1157'STATION HAS NO PREVIOUS DESCRIPTION.
 AT1157'THEODOLITE CUTS
 AT1157'TAKEN DURING 1936 SEASON CHECK THE 1934 POSITION.
 AT1157'
 AT1157'TANK IS HIGH ELEVATED ALUMINUM PAINTED WATER TANK AT THE
 AT1157'FREEPORT SULPHUR
 AT1157'COMPANY PLANT ON LAKE GRANDE ECAILLE.
 AT1157
 AT1157                          STATION RECOVERY (1955)
 AT1157
 AT1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1157'RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.S.B. IN 1936.
 AT1157'
 AT1157'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2866 ***********************************************************************
 AU2866  DESIGNATION -  FRELLAS TRANS MATCH TANK
 AU2866  PID         -  AU2866
 AU2866  STATE/COUNTY-  LA/ST CHARLES
 AU2866  USGS QUAD   -  LULING (1992)
 AU2866
 AU2866                         *CURRENT SURVEY CONTROL
 AU2866  ___________________________________________________________________
 AU2866* NAD 83(1992)-  29 58 27.68052(N)    090 16 55.58611(W)     ADJUSTED  
 AU2866* NAVD 88     -                                                        
 AU2866  **This station is located in a subsidence area (see below).
 AU2866  ___________________________________________________________________
 AU2866  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2866  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2866
 AU2866  HORZ ORDER  -  THIRD
 AU2866
 AU2866.The horizontal coordinates were established by classical geodetic methods
 AU2866.and adjusted by the National Geodetic Survey in January 1993..
 AU2866
 AU2866 ** The orthometric height has not been validated since last determined
 AU2866 ** by differential leveling and should not be used for control purposes.
 AU2866 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2866 ** area with valid NAVD 88 orthometric heights.
 AU2866 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2866 ** epoch indicated which incorporates improved geoid heights for the
 AU2866 ** Southern Louisiana Subsidence area.
 AU2866 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2866
 AU2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2866
 AU2866.The geoid height was determined by GEOID03.
 AU2866
 AU2866;                    North         East     Units Scale Factor Converg.
 AU2866;SPC LA S     -   163,889.228 1,101,446.017   MT  0.99992585   +0 31 32.3
 AU2866;SPC LA S     -   537,693.24  3,613,660.81   sFT  0.99992585   +0 31 32.3
 AU2866;UTM  15      - 3,319,052.876   762,251.447   MT  1.00044863   +1 21 31.2
 AU2866
 AU2866                          SUPERSEDED SURVEY CONTROL
 AU2866
 AU2866  NAD 83(1986)-  29 58 27.69692(N)    090 16 55.58525(W) AD(       ) 4
 AU2866  NAD 27      -  29 58 26.96328(N)    090 16 55.30484(W) AD(       ) 3
 AU2866
 AU2866.Superseded values are not recommended for survey control.
 AU2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2866.See file dsdata.txt to determine how the superseded data were derived.
 AU2866
 AU2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6225119053(NAD 83)
 AU2866_MARKER: 53 = ELEVATED TANK
 AU2866
 AU2866  HISTORY     - Date     Condition        Report By
 AU2866  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2866
 AU2866                          STATION DESCRIPTION
 AU2866
 AU2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2866'THE FRELLAS, TRANS MATCH INCORPORATED WATER TANK IS LOCATED IN THE
 AU2866'SMALL SETTLEMENT OF FRELLAS JUST WEST OF THE CORPORATE LIMITS OF
 AU2866'KENNER ON STATE HIGHWAY 48.
 AU2866'
 AU2866'IT IS A 4-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING A BALL SHAPED
 AU2866'TANK, PAINTED RED AND WHITE IN A CHECKERED DESIGN AND HAS AN OVERALL
 AU2866'HEIGHT OF 122 FEET.
 AU2866'
 AU2866'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4517 ***********************************************************************
 BJ4517  DESIGNATION -  FRENCH
 BJ4517  PID         -  BJ4517
 BJ4517  STATE/COUNTY-  LA/LIVINGSTON
 BJ4517  USGS QUAD   -  FRENCH SETTLEMENT (1991)
 BJ4517
 BJ4517                         *CURRENT SURVEY CONTROL
 BJ4517  ___________________________________________________________________
 BJ4517* NAD 83(1992)-  30 19 40.27571(N)    090 48 23.95873(W)     ADJUSTED  
 BJ4517* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 BJ4517  ___________________________________________________________________
 BJ4517  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4517  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ4517
 BJ4517  HORZ ORDER  -  FIRST
 BJ4517
 BJ4517.The horizontal coordinates were established by classical geodetic methods
 BJ4517.and adjusted by the National Geodetic Survey in January 1993..
 BJ4517
 BJ4517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4517
 BJ4517.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4517
 BJ4517.The geoid height was determined by GEOID03.
 BJ4517
 BJ4517;                    North         East     Units Scale Factor Converg.
 BJ4517;SPC LA S     -   202,724.666 1,050,646.226   MT  0.99994197   +0 15 48.0
 BJ4517;SPC LA S     -   665,105.84  3,446,995.16   sFT  0.99994197   +0 15 48.0
 BJ4517;UTM  15      - 3,357,153.854   710,869.642   MT  1.00014860   +1 06 28.6
 BJ4517
 BJ4517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4517!SPC LA S     -   1.00000381  x   0.99994197  =   0.99994578
 BJ4517!UTM  15      -   1.00000381  x   1.00014860  =   1.00015241
 BJ4517
 BJ4517:                Primary Azimuth Mark                     Grid Az
 BJ4517:SPC LA S     -  FROST SHELL PIPELINE MAST                034 59 21.8
 BJ4517:UTM  15      -  FROST SHELL PIPELINE MAST                034 08 41.2
 BJ4517
 BJ4517|---------------------------------------------------------------------|
 BJ4517| PID    Reference Object                     Distance      Geod. Az  |
 BJ4517|                                                           dddmmss.s |
 BJ4517| BJ4514 FROST SHELL PIPELINE MAST           APPROX. 6.0 KM 0351509.8 |
 BJ4517| BJ4362 FROST                               APPROX. 8.9 KM 0470403.4 |
 BJ4517| BJ4356 RATCLIFF                            APPROX.10.8 KM 0932620.1 |
 BJ4517| CW1377 FRENCH RM 1                          41.636 METERS 16740     |
 BJ4517| CW1379 FRENCH RM 3                                        2154448.5 |
 BJ4517| CW1378 FRENCH RM 2                          30.279 METERS 27339     |
 BJ4517|---------------------------------------------------------------------|
 BJ4517
 BJ4517                          SUPERSEDED SURVEY CONTROL
 BJ4517
 BJ4517  NAD 83(1986)-  30 19 40.29265(N)    090 48 23.95805(W) AD(       ) 1
 BJ4517  NAD 27      -  30 19 39.59355(N)    090 48 23.61278(W) AD(       ) 1
 BJ4517  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 BJ4517
 BJ4517.Superseded values are not recommended for survey control.
 BJ4517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4517.See file dsdata.txt to determine how the superseded data were derived.
 BJ4517
 BJ4517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1087057154(NAD 83)
 BJ4517_MARKER: DS = TRIANGULATION STATION DISK
 BJ4517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4517
 BJ4517  HISTORY     - Date     Condition        Report By
 BJ4517  HISTORY     - 1973     MONUMENTED       NGS
 BJ4517
 BJ4517                          STATION DESCRIPTION
 BJ4517
 BJ4517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4517'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF DENSON, 10 MILES
 BJ4517'NORTH OF SORRENTO, 9 MILES NORTHEAST OF DUPLESSIS, JUST NORTH OF THE
 BJ4517'JUNCTION OF STATE HIGHWAYS 16 AND 42 AND AT THE NORTH EDGE OF
 BJ4517'FRENCH SETTLEMENT.
 BJ4517'
 BJ4517'TO REACH THE STATION FROM THE POST OFFICE IN FRENCH SETTLEMENT GO
 BJ4517'NORTH ON STATE HIGHWAY 16 FOR 1.9 MILES TO REFERENCE MARK 3 ON THE
 BJ4517'LEFT.  CONTINUE NORTH ON STATE HIGHWAY 16 FOR 0.05 MILE TO THE
 BJ4517'JUNCTION OF STATE HIGHWAY 42.  TURN RIGHT AND GO EASTERLY ON STATE
 BJ4517'HIGHWAY 42 FOR 0.05 MILE TO A REVERSE FORK.  TURN SHARP LEFT AND
 BJ4517'GO NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE
 BJ4517'EAST SIDE OF THE PARKING LOT.
 BJ4517'
 BJ4517'THE STATION MARKS ARE STANDARD DISKS STAMPED FRENCH 1973, THE SURFACE
 BJ4517'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 BJ4517'INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 94
 BJ4517'FEET EAST OF THE SOUTHEAST CORNER OF A WOODEN BUILDING, 35.5 FEET
 BJ4517'NORTH OF THE NORTHEAST CORNER OF A METAL SHED AND 5.5 FEET
 BJ4517'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE
 BJ4517'UNDERGROUND DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 BJ4517'
 BJ4517'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FRENCH NO 1 1973, SET IN
 BJ4517'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 BJ4517'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 87 FEET
 BJ4517'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL SHED, 60 FEET
 BJ4517'NORTHWEST OF THE CENTER OF STATE HIGHWAY 42 AT A
 BJ4517'Y-INTERSECTION, 1 FOOT NORTHWEST OF A METAL SIGN POST AND ABOUT
 BJ4517'THE SAME ELEVATION AS THE STATION.
 BJ4517'
 BJ4517'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FRENCH NO 2 1973, SET IN
 BJ4517'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 BJ4517'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 90.5 FEET SOUTHEAST OF
 BJ4517'THE EXTREME NORTHEAST CORNER OF A WOODEN BUILDING, 59.5 FEET NORTH
 BJ4517'OF THE SOUTHEAST CORNER OF THE WOODEN BUILDING AND 51 FEET
 BJ4517'SOUTH-SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER AND NUMBERED,
 BJ4517'(HN 72-7L).
 BJ4517'
 BJ4517'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FRENCH NO 3 1973, SET IN
 BJ4517'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 BJ4517'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET WEST OF THE
 BJ4517'CENTER OF STATE HIGHWAY 16, 1 FOOT EAST OF A FENCE AND 1 FOOT
 BJ4517'NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 BJ4517'
 BJ4517'NOTE--THE PROPERTY IS OWNED BY MR. ALBERT SCHEXNAIDER, RR NUMBER 3,
 BJ4517'DENHAM SPRINGS, LOUISIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0982 ***********************************************************************
 AV0982  DESIGNATION -  FRESH
 AV0982  PID         -  AV0982
 AV0982  STATE/COUNTY-  LA/VERMILION
 AV0982  USGS QUAD   -  PUMPKIN ISLANDS (1979)
 AV0982
 AV0982                         *CURRENT SURVEY CONTROL
 AV0982  ___________________________________________________________________
 AV0982* NAD 83(1992)-  29 40 59.00012(N)    092 21 41.20210(W)     ADJUSTED  
 AV0982* NAVD 88     -         1.49   (+/-2cm)       4.9  **(feet)  VERTCON   
 AV0982  **This station is located in a subsidence area (see below).
 AV0982  ___________________________________________________________________
 AV0982  X           -    -228,501.996 (meters)                     COMP
 AV0982  Y           -  -5,541,008.103 (meters)                     COMP
 AV0982  Z           -   3,139,886.858 (meters)                     COMP
 AV0982  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0982  ELLIP HEIGHT-         -24.61  (meters)          (06/26/02) GPS OBS
 AV0982  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AV0982
 AV0982  HORZ ORDER  -  FIRST
 AV0982  VERT ORDER  -  THIRD ? (See Below)
 AV0982  ELLP ORDER  -  FOURTH    CLASS II
 AV0982
 AV0982.The horizontal coordinates were established by GPS observations
 AV0982.and adjusted by the National Geodetic Survey in January 1993..
 AV0982
 AV0982 ** The orthometric height has not been validated since last determined
 AV0982 ** by differential leveling and should not be used for control purposes.
 AV0982 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0982 ** area with valid NAVD 88 orthometric heights.
 AV0982 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0982 ** epoch indicated which incorporates improved geoid heights for the
 AV0982 ** Southern Louisiana Subsidence area.
 AV0982 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0982.The vertical order pertains to the NGVD 29 superseded value.
 AV0982
 AV0982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0982
 AV0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0982
 AV0982.The ellipsoidal height was determined by GPS observations
 AV0982.and is referenced to NAD 83.
 AV0982
 AV0982.The geoid height was determined by GEOID03.
 AV0982
 AV0982;                    North         East     Units Scale Factor Converg.
 AV0982;SPC LA S     -   131,582.017   900,494.828   MT  0.99994103   -0 30 50.6
 AV0982;SPC LA S     -   431,698.67  2,954,373.45   sFT  0.99994103   -0 30 50.6
 AV0982;UTM  15      - 3,283,836.681   561,782.567   MT  0.99964710   +0 18 58.4
 AV0982
 AV0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0982!SPC LA S     -   1.00000387  x   0.99994103  =   0.99994489
 AV0982!UTM  15      -   1.00000387  x   0.99964710  =   0.99965096
 AV0982
 AV0982                          SUPERSEDED SURVEY CONTROL
 AV0982
 AV0982  ELLIP H (01/21/93)  -24.52   (m)                       GP(       ) 4 2
 AV0982  NAD 83(1986)-  29 40 59.01690(N)    092 21 41.17484(W) AD(       ) 1
 AV0982  NGVD 29 (05/20/88)    1.49   (m)            4.9    (f) LEVELING    3  
 AV0982
 AV0982.Superseded values are not recommended for survey control.
 AV0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0982.See file dsdata.txt to determine how the superseded data were derived.
 AV0982
 AV0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6178383837(NAD 83)
 AV0982_MARKER: DS = TRIANGULATION STATION DISK
 AV0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0982_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AV0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0982+STABILITY: SURFACE MOTION
 AV0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0982+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AV0982
 AV0982  HISTORY     - Date     Condition        Report By
 AV0982  HISTORY     - 1987     MONUMENTED       LADTD
 AV0982
 AV0982                          STATION DESCRIPTION
 AV0982
 AV0982'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AV0982'THE STATION IS LOCATED ABOUT 20.3 KM (12.6 MI)
 AV0982'SOUTHWEST OF FORKED ISLAND AND
 AV0982'8.1 KM (5 MI) NORTHEAST OF PECAN ISLAND.
 AV0982'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AV0982'
 AV0982'TO REACH THE STATION FROM THE INTRACOASTAL CANAL BRIDGE IN FORKED
 AV0982'ISLAND, GO SOUTHWEST FOR 20.3 KM (12.6 MI) ON STATE HIGHWAY 82 TO
 AV0982'THE MARK ON THE LEFT.
 AV0982'
 AV0982'THE STATION IS A STANDARD LADTD DISK
 AV0982'STAMPED---FRESH 1987---,
 AV0982'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0982'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0982'11.9 METERS (39 FT) WEST-SOUTHWEST FROM THE CENTER OF THE WEST END
 AV0982'OF A CONCRETE BRIDGE,
 AV0982'11 METERS (36 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 AV0982'5.5 METERS (18 FT) NORTHWEST FROM A POWER POLE NO. 53-58-18,
 AV0982'4.3 METERS (14 FT) SOUTH FROM THE CENTER OF A SHELL ROAD AND
 AV0982'0.46 METERS (1.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 AV0982'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 AV0982'STAMPED---FRESH 1987---,
 AV0982'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3167 ***********************************************************************
 CQ3167  DESIGNATION -  FRIDAY
 CQ3167  PID         -  CQ3167
 CQ3167  STATE/COUNTY-  LA/DE SOTO
 CQ3167  USGS QUAD   -  HOLLY (1980)
 CQ3167
 CQ3167                         *CURRENT SURVEY CONTROL
 CQ3167  ___________________________________________________________________
 CQ3167* NAD 83(1992)-  32 13 52.24663(N)    093 37 48.28074(W)     ADJUSTED  
 CQ3167* NAVD 88     -        54.4    (meters)     178.     (feet)  VERTCON   
 CQ3167  ___________________________________________________________________
 CQ3167  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ3167  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3167
 CQ3167  HORZ ORDER  -  FIRST
 CQ3167
 CQ3167.The horizontal coordinates were established by classical geodetic methods
 CQ3167.and adjusted by the National Geodetic Survey in January 1993..
 CQ3167
 CQ3167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3167
 CQ3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3167
 CQ3167.The geoid height was determined by GEOID03.
 CQ3167
 CQ3167;                    North         East     Units Scale Factor Converg.
 CQ3167;SPC LA N     -   192,500.970   893,493.606   MT  0.99992965   -0 35 50.9
 CQ3167;SPC LA N     -   631,563.60  2,931,403.61   sFT  0.99992965   -0 35 50.9
 CQ3167;UTM  15      - 3,566,234.772   440,635.058   MT  0.99964346   -0 20 09.8
 CQ3167
 CQ3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3167!SPC LA N     -   0.99999551  x   0.99992965  =   0.99992517
 CQ3167!UTM  15      -   0.99999551  x   0.99964346  =   0.99963898
 CQ3167
 CQ3167|---------------------------------------------------------------------|
 CQ3167| PID    Reference Object                     Distance      Geod. Az  |
 CQ3167|                                                           dddmmss.s |
 CQ3167| CX5852 FRIDAY RM 1                          23.815 METERS 08145     |
 CQ3167| CX5851 FRIDAY AZ MK                                       1655147.3 |
 CQ3167| CX5853 FRIDAY RM 2                          37.814 METERS 20131     |
 CQ3167|---------------------------------------------------------------------|
 CQ3167
 CQ3167                          SUPERSEDED SURVEY CONTROL
 CQ3167
 CQ3167  NAD 83(1986)-  32 13 52.25863(N)    093 37 48.27421(W) AD(       ) 1
 CQ3167  NAD 27      -  32 13 51.68676(N)    093 37 47.63362(W) AD(       ) 1
 CQ3167  NGVD 29 (07/19/86)   54.5    (m)          179.     (f) VERT ANG       
 CQ3167
 CQ3167.Superseded values are not recommended for survey control.
 CQ3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3167.See file dsdata.txt to determine how the superseded data were derived.
 CQ3167
 CQ3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4063566235(NAD 83)
 CQ3167_MARKER: DS = TRIANGULATION STATION DISK
 CQ3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3167_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3167
 CQ3167  HISTORY     - Date     Condition        Report By
 CQ3167  HISTORY     - 1969     MONUMENTED       CGS
 CQ3167  HISTORY     - 1980     GOOD             LADTD
 CQ3167  HISTORY     - 1983     GOOD             LOCENG
 CQ3167  HISTORY     - 19960504 GOOD             USPSQD
 CQ3167
 CQ3167                          STATION DESCRIPTION
 CQ3167
 CQ3167'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3167'(UNABLE TO MEASURE BETWEEN RMS DUE TO TREES ON LINE.)
 CQ3167'
 CQ3167'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF HOWARD, 6
 CQ3167'MILES SOUTHWEST OF CASPIANA, 5-1/2 MILES NORTHEAST OF
 CQ3167'KINGSTON AND 4 MILES SOUTHEAST OF FRIERSON.
 CQ3167'
 CQ3167'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE
 CQ3167'HIGHWAY 175 IN FRIERSON, GO SOUTH ON STATE HIGHWAY 175 FOR
 CQ3167'0.25 MILE TO A CITGO SERVICE STATION ON THE RIGHT, WEST, SIDE
 CQ3167'OF THE HIGHWAY.  CONTINUE AHEAD ON STATE HIGHWAY 175 FOR 0.45
 CQ3167'MILE TO A SIDE ROAD LEFT AT A LARGE WHITE BUILDING ON THE
 CQ3167'RIGHT.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.15 MILE TO A
 CQ3167'SIDE ROAD RIGHT JUST AFTER CROSSING RAILROAD TRACKS.  CONTINUE
 CQ3167'AHEAD NOW ON A GRAVELED ROAD FOR 4.05 MILES TO A SIDE ROAD
 CQ3167'RIGHT.  TURN RIGHT FOR ABOUT 75 YARDS TO THE STATION ON THE
 CQ3167'RIGHT, WEST, SIDE OF THE ROAD.
 CQ3167'
 CQ3167'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.05
 CQ3167'MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 CQ3167'GATE AND GO SOUTH-SOUTHEAST FOR 0.25 MILE TO THE AZIMUTH MARK
 CQ3167'IN AN EAST-WEST FENCE LINE.
 CQ3167'
 CQ3167'STATION MARK IS A STANDARD DISK, STAMPED FRIDAY 1969, SET IN
 CQ3167'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ3167'FLUSH.  IT IS 105 FEET SOUTH-SOUTHWEST OF A T-INTERSECTION OF
 CQ3167'GRAVELED ROADS, 51 FEET NORTH-NORTHWEST OF A 24-INCH OAK
 CQ3167'TREE WITH A TRIANGULAR BLAZE, 32 FEET WEST OF THE CENTER OF A
 CQ3167'GRAVELED ROAD AND 2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 CQ3167'POST WITH A SIGN ATTACHED.
 CQ3167'
 CQ3167'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FRIDAY NO 1 1969,
 CQ3167'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3167'PROJECTS 4 INCHES.  IT IS 78 FEET EAST-NORTHEAST OF THE
 CQ3167'WITNESS POST, 75 FEET SOUTHEAST OF THE T-INTERSECTION, 39.5 FEET
 CQ3167'EAST OF THE GRAVELED ROAD AND 27 FEET SOUTH OF THE EASTERLY
 CQ3167'ONE OF TWO 24-INCH OAK TREES.
 CQ3167'
 CQ3167'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FRIDAY NO 2 1969,
 CQ3167'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3167'PROJECTS 4 INCHES.  IT IS 80 FEET SOUTHWEST OF THE OAK TREE
 CQ3167'WITH THE TRIANGULAR BLAZE, 46 FEET WEST OF THE CENTER OF THE
 CQ3167'GRAVELED ROAD, AND 8.5 FEET EAST-NORTHEAST OF A 24-INCH OAK
 CQ3167'TREE.
 CQ3167'
 CQ3167'AZIMUTH MARK IS A STANDARD DISK, STAMPED FRIDAY 1969, SET IN
 CQ3167'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3167'PROJECTS 6 INCHES.  IT IS 18.6 FEET SOUTHWEST OF A 4-INCH
 CQ3167'PINE TREE, 2 FEET WEST OF A METAL WITNESS POST WITH A SIGN
 CQ3167'ATTACHED AND 1 FOOT NORTHEAST OF A FENCE.
 CQ3167'
 CQ3167'HEIGHT OF LIGHT ABOVE STATION MARK 34.43 METERS.
 CQ3167
 CQ3167                          STATION RECOVERY (1980)
 CQ3167
 CQ3167'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RTT)
 CQ3167'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 CQ3167'1969.
 CQ3167
 CQ3167                          STATION RECOVERY (1983)
 CQ3167
 CQ3167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (WJD)
 CQ3167'FRIDAY 1969 RECOVERED GOOD.
 CQ3167'
 CQ3167'ALL REF MKS AND AZ MK WERE ALSO RECOVERED IN GOOD CONDITION.
 CQ3167
 CQ3167                          STATION RECOVERY (1996)
 CQ3167
 CQ3167'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4642 ***********************************************************************
 BJ4642  DESIGNATION -  FRIEND
 BJ4642  PID         -  BJ4642
 BJ4642  STATE/COUNTY-  LA/LIVINGSTON
 BJ4642  USGS QUAD   -  SATSUMA (1980)
 BJ4642
 BJ4642                         *CURRENT SURVEY CONTROL
 BJ4642  ___________________________________________________________________
 BJ4642* NAD 83(1992)-  30 33 42.81475(N)    090 52 11.44072(W)     ADJUSTED  
 BJ4642* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 BJ4642  ___________________________________________________________________
 BJ4642  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4642  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4642
 BJ4642  HORZ ORDER  -  FIRST
 BJ4642
 BJ4642.The horizontal coordinates were established by classical geodetic methods
 BJ4642.and adjusted by the National Geodetic Survey in January 1993..
 BJ4642
 BJ4642.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4642
 BJ4642.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4642
 BJ4642.The geoid height was determined by GEOID03.
 BJ4642
 BJ4642;                    North         East     Units Scale Factor Converg.
 BJ4642;SPC LA S     -   228,642.584 1,044,464.922   MT  0.99997354   +0 13 54.3
 BJ4642;SPC LA S     -   750,138.21  3,426,715.33   sFT  0.99997354   +0 13 54.3
 BJ4642;UTM  15      - 3,382,981.955   704,304.191   MT  1.00011494   +1 05 00.6
 BJ4642
 BJ4642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4642!SPC LA S     -   1.00000106  x   0.99997354  =   0.99997460
 BJ4642!UTM  15      -   1.00000106  x   1.00011494  =   1.00011600
 BJ4642
 BJ4642:                Primary Azimuth Mark                     Grid Az
 BJ4642:SPC LA S     -  PINE GROVE SHELL PIPELINE MW             042 54 13.8
 BJ4642:UTM  15      -  PINE GROVE SHELL PIPELINE MW             042 03 07.5
 BJ4642
 BJ4642|---------------------------------------------------------------------|
 BJ4642| PID    Reference Object                     Distance      Geod. Az  |
 BJ4642|                                                           dddmmss.s |
 BJ4642| BJ4639 PINE GROVE SHELL PIPELINE MW        APPROX. 9.9 KM 0430808.1 |
 BJ4642| BJ4640 LIVINGSTON LOT                      APPROX.11.3 KM 0940322.5 |
 BJ4642| BJ4635 LIVINGSTON MUN TANK                 APPROX.13.9 KM 1184848.1 |
 BJ4642| CW1380 FRIEND AZ MK                                       1525536.3 |
 BJ4642| BJ4513 WALKER MUN TANK                     APPROX. 7.9 KM 1761018.1 |
 BJ4642| CW1381 FRIEND RM 1                          35.278 METERS 21430     |
 BJ4642| BJ4536 DENHAM SPRINGS G L DIST S TANK      APPROX.14.5 KM 2163604.4 |
 BJ4642| BJ4535 DENHAM SPRINGS MUN WATER TANK       APPROX.11.7 KM 2232730.9 |
 BJ4642| BJ4643 DENHAM SPRINGS G L DIST N TANK      APPROX. 8.8 KM 2274238.0 |
 BJ4642| CW1382 FRIEND RM 2                          24.535 METERS 30912     |
 BJ4642|---------------------------------------------------------------------|
 BJ4642
 BJ4642                          SUPERSEDED SURVEY CONTROL
 BJ4642
 BJ4642  NAD 83(1986)-  30 33 42.83196(N)    090 52 11.43802(W) AD(       ) 1
 BJ4642  NAD 27      -  30 33 42.15534(N)    090 52 11.07995(W) AD(       ) 1
 BJ4642  NGVD 29 (07/19/86)   20.4    (m)           67.     (f) VERT ANG       
 BJ4642
 BJ4642.Superseded values are not recommended for survey control.
 BJ4642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4642.See file dsdata.txt to determine how the superseded data were derived.
 BJ4642
 BJ4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0430482982(NAD 83)
 BJ4642_MARKER: DS = TRIANGULATION STATION DISK
 BJ4642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4642+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 BJ4642
 BJ4642  HISTORY     - Date     Condition        Report By
 BJ4642  HISTORY     - 1970     MONUMENTED       NGS
 BJ4642  HISTORY     - 20060425 GOOD             NGS
 BJ4642
 BJ4642                          STATION DESCRIPTION
 BJ4642
 BJ4642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4642'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF LIVINGSTON, 8 MILES
 BJ4642'NORTHEAST OF DENHAM SPRINGS, 5 MILES NORTH OF WALKER, IN SECTION 36,
 BJ4642'T 5 S, R 3 E, IN THE NORTHEAST ANGLE OF JUNCTION OF STATE HIGHWAYS
 BJ4642'447 AND 1024 AND ON LAND OWNED BY MRS. MARY G. ALLEN.
 BJ4642'
 BJ4642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ4642'HIGHWAY 447 IN WALKER, GO NORTH ON STATE HIGHWAY 447 FOR 5.0 MILES
 BJ4642'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 447
 BJ4642'FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 447 AND STATE HIGHWAY
 BJ4642'1024 AND THE STATION IN THE NORTHEAST ANGLE OF INTERSECTION.
 BJ4642'
 BJ4642'THE STATION MARK IS A STANDARD DISK, STAMPED FRIEND 1970, SET IN THE
 BJ4642'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4642'THE GROUND SURFACE.  IT IS 204 FEET NORTHEAST OF THE JUNCTION OF
 BJ4642'STATE HIGHWAY 447 AND 1024, 61 FEET EAST-NORTHEAST OF THE
 BJ4642'CENTERLINE OF STATE HIGHWAY 447, 30 FEET NORTH OF A WOODEN GATE
 BJ4642'AND 20 FEET EAST-NORTHEAST OF A WIRE FENCE.
 BJ4642'
 BJ4642'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FRIEND NO 1 1970, SET IN
 BJ4642'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4642'2-INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET WEST-SOUTHWEST OF
 BJ4642'THE CENTERLINE OF STATE HIGHWAY 447, 16 FEET EAST OF A WIRE FENCE
 BJ4642'AND 2 FEET NORTH OF POWER LINE POLE NUMBER LE86-29L.
 BJ4642'
 BJ4642'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FRIEND NO 2 1970, SET IN
 BJ4642'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4642'3-INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET EAST-NORTHEAST OF
 BJ4642'THE CENTERLINE OF STATE HIGHWAY 447, 5 FEET NORTH OF A 10-INCH
 BJ4642'PINE TREE, 2 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 BJ4642'EAST-NORTHEAST OF A WIRE FENCE.
 BJ4642'
 BJ4642'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FRIEND 1970, SET IN THE
 BJ4642'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4642'2-INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET SOUTHEAST OF A
 BJ4642'DRIVEWAY, 38 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 447,
 BJ4642'3 FEET EAST OF POWER LINE POLE NUMBER LE86-25L AND 2.1 FEET
 BJ4642'NORTHEAST OF A METAL WITNESS POST.
 BJ4642'
 BJ4642'HEIGHT OF LIGHT ABOVE STATION MARK 41.7 METERS.
 BJ4642
 BJ4642                          STATION RECOVERY (2006)
 BJ4642
 BJ4642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BJ4642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2877 ***********************************************************************
 CQ2877  DESIGNATION -  FRIENDSHIP
 CQ2877  PID         -  CQ2877
 CQ2877  STATE/COUNTY-  LA/BIENVILLE
 CQ2877  USGS QUAD   -  SALINE (1986)
 CQ2877
 CQ2877                         *CURRENT SURVEY CONTROL
 CQ2877  ___________________________________________________________________
 CQ2877* NAD 83(1992)-  32 13 38.83406(N)    092 54 17.17609(W)     ADJUSTED  
 CQ2877* NAVD 88     -        97.1    (meters)     319.     (feet)  VERTCON   
 CQ2877  ___________________________________________________________________
 CQ2877  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CQ2877  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2877
 CQ2877  HORZ ORDER  -  FIRST
 CQ2877
 CQ2877.The horizontal coordinates were established by classical geodetic methods
 CQ2877.and adjusted by the National Geodetic Survey in January 1993..
 CQ2877
 CQ2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2877
 CQ2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2877
 CQ2877.The geoid height was determined by GEOID03.
 CQ2877
 CQ2877;                    North         East     Units Scale Factor Converg.
 CQ2877;SPC LA N     -   191,603.776   961,849.412   MT  0.99992930   -0 12 50.4
 CQ2877;SPC LA N     -   628,620.06  3,155,667.61   sFT  0.99992930   -0 12 50.4
 CQ2877;UTM  15      - 3,565,651.672   508,972.601   MT  0.99960099   +0 03 02.8
 CQ2877
 CQ2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2877!SPC LA N     -   0.99998878  x   0.99992930  =   0.99991808
 CQ2877!UTM  15      -   0.99998878  x   0.99960099  =   0.99958977
 CQ2877
 CQ2877|---------------------------------------------------------------------|
 CQ2877| PID    Reference Object                     Distance      Geod. Az  |
 CQ2877|                                                           dddmmss.s |
 CQ2877| CQ2876 FRIENDSHIP LOT                       13.655 METERS 06255     |
 CQ2877| CY3605 FRIENDSHIP RM 1                      24.950 METERS 15928     |
 CQ2877| CQ3089 ALBERTA                             APPROX.17.8 KM 2713544.1 |
 CQ2877| CY3606 FRIENDSHIP RM 2                      25.243 METERS 32117     |
 CQ2877|---------------------------------------------------------------------|
 CQ2877
 CQ2877                          SUPERSEDED SURVEY CONTROL
 CQ2877
 CQ2877  NAD 83(1986)-  32 13 38.84765(N)    092 54 17.16667(W) AD(       ) 1
 CQ2877  NAD 27      -  32 13 38.28244(N)    092 54 16.59903(W) AD(       ) 1
 CQ2877  NGVD 29 (07/19/86)   97.2    (m)          319.     (f) VERT ANG       
 CQ2877
 CQ2877.Superseded values are not recommended for survey control.
 CQ2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2877.See file dsdata.txt to determine how the superseded data were derived.
 CQ2877
 CQ2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0897365652(NAD 83)
 CQ2877_MARKER: DS = TRIANGULATION STATION DISK
 CQ2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2877
 CQ2877  HISTORY     - Date     Condition        Report By
 CQ2877  HISTORY     - 1971     MONUMENTED       NGS
 CQ2877
 CQ2877                          STATION DESCRIPTION
 CQ2877
 CQ2877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2877'ALL MARKS MEASURED WITH A 30 METER TAPE 5 KGS. TENSION.
 CQ2877'
 CQ2877'THE STATION IS ABOUT 14 MILES SOUTHWEST OF QUITMAN, 11.5
 CQ2877'MILES WEST OF JONESBORO, 10 MILES SOUTHEAST OF BIENVILLE, 6
 CQ2877'MILES NORTHEAST OF SALINE, IN SECTION 5, T 14 N, R 5 W, AND ON
 CQ2877'LAND OWNED BY THE LOUISIANA FOREST SERVICE, MINDEN, LOUISIANA,
 CQ2877'71055.
 CQ2877'
 CQ2877'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 CQ2877'AND STATE HIGHWAY 155 IN QUITMAN, GO SOUTHWEST AND WEST ON
 CQ2877'STATE HIGHWAY 155 FOR 5.15 MILES TO THE JUNCTION OF STATE
 CQ2877'HIGHWAY 147 AT MT. OLIVE.  CONTINUE WEST AND SOUTHWEST ON STATE
 CQ2877'HIGHWAY 155 FOR 2.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ2877'796.  CONTINUE SOUTHWEST ON STATE HIGHWAY 155 FOR 6.15 MILES TO
 CQ2877'THE JUNCTION OF STATE HIGHWAY 4.  CONTINUE SOUTHWEST ON STATE
 CQ2877'HIGHWAY 155 AND STATE HIGHWAY 4 FOR 0.5 MILE TO THE JUNCTION
 CQ2877'OF STATE HIGHWAY 501 AT FRIENDSHIP.  CONTINUE SOUTHWEST ON
 CQ2877'STATE HIGHWAY 155 AND STATE HIGHWAY 4 FOR 1.7 MILES TO A
 CQ2877'PAVED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED
 CQ2877'ROAD FOR 0.55 MILE TO A GRAVELED SIDE ROAD LEFT AND SIGN
 CQ2877'FRIENDSHIP LOOKOUT TOWER.  TURN LEFT AND GO EAST ON THE
 CQ2877'GRAVELED ROAD FOR 0.25 MILE TO THE LOOKOUT TOWER AND THE
 CQ2877'STATION ON THE RIGHT.
 CQ2877'
 CQ2877'STATION MARKS ARE STANDARD DISKS STAMPED FRIENDSHIP 1971.  THE
 CQ2877'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2877'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET
 CQ2877'WEST OF THE NORTHWEST CORNER OF A WHITE BUILDING, 38 FEET SOUTH
 CQ2877'OF THE CENTER OF THE GRAVELED ROAD, 32 FEET WEST-SOUTHWEST OF THE
 CQ2877'SOUTHWEST LEG OF THE LOOKOUT TOWER AND 22 FEET EAST OF A
 CQ2877'12-INCH PINE TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CQ2877'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CQ2877'SURFACE.
 CQ2877'
 CQ2877'REFERENCE MARK 1, IS A STANDARD DISK STAMPED FRIENDSHIP NO 1
 CQ2877'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2877'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ2877'86 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 9 FEET
 CQ2877'NORTHWEST OF A 12-INCH PINE TREE AND 3 FEET NORTH OF A METAL
 CQ2877'WITNESS POST.
 CQ2877'
 CQ2877'REFERENCE MARK 2, IS A STANDARD DISK STAMPED FRIENDSHIP NO 2
 CQ2877'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2877'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 CQ2877'IS 98 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 CQ2877'TOWER, 34 FEET WEST OF A POWERLINE POLE, 20 FEET NORTH OF THE
 CQ2877'CENTER OF THE GRAVELED ROAD AND 2 FEET SOUTH OF A METAL WITNESS
 CQ2877'POST.
 CQ2877'
 CQ2877'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2877'
 CQ2877'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2876 ***********************************************************************
 CQ2876  DESIGNATION -  FRIENDSHIP LOT
 CQ2876  PID         -  CQ2876
 CQ2876  STATE/COUNTY-  LA/BIENVILLE
 CQ2876  USGS QUAD   -  SALINE (1986)
 CQ2876
 CQ2876                         *CURRENT SURVEY CONTROL
 CQ2876  ___________________________________________________________________
 CQ2876* NAD 83(1992)-  32 13 39.03586(N)    092 54 16.71172(W)     ADJUSTED  
 CQ2876* NAVD 88     -                                                        
 CQ2876  ___________________________________________________________________
 CQ2876  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CQ2876  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2876
 CQ2876  HORZ ORDER  -  THIRD
 CQ2876
 CQ2876.The horizontal coordinates were established by classical geodetic methods
 CQ2876.and adjusted by the National Geodetic Survey in January 1993..
 CQ2876
 CQ2876
 CQ2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2876
 CQ2876.The geoid height was determined by GEOID03.
 CQ2876
 CQ2876;                    North         East     Units Scale Factor Converg.
 CQ2876;SPC LA N     -   191,609.947   961,861.593   MT  0.99992930   -0 12 50.2
 CQ2876;SPC LA N     -   628,640.30  3,155,707.58   sFT  0.99992930   -0 12 50.2
 CQ2876;UTM  15      - 3,565,657.896   508,984.749   MT  0.99960100   +0 03 03.1
 CQ2876
 CQ2876                          SUPERSEDED SURVEY CONTROL
 CQ2876
 CQ2876  NAD 83(1986)-  32 13 39.04923(N)    092 54 16.70218(W) AD(       ) 4
 CQ2876  NAD 27      -  32 13 38.48426(N)    092 54 16.13466(W) AD(       ) 3
 CQ2876
 CQ2876.Superseded values are not recommended for survey control.
 CQ2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2876.See file dsdata.txt to determine how the superseded data were derived.
 CQ2876
 CQ2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0898565658(NAD 83)
 CQ2876_MARKER: 57 = LOOKOUT TOWER
 CQ2876
 CQ2876  HISTORY     - Date     Condition        Report By
 CQ2876  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2876
 CQ2876                          STATION DESCRIPTION
 CQ2876
 CQ2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2876'FRIENDSHIP LOOKOUT TOWER IS LOCATED 10 MILES SOUTHEAST OF
 CQ2876'BIENVILLE AND 1-1/2 MILES SOUTHWEST OF THE SETTLEMENT OF
 CQ2876'FRIENDSHIP.  IT IS A SIX-FOOT SQUARE CABIN WITH WINDOWS ON ALL
 CQ2876'FOUR SIDES, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE WITH AN
 CQ2876'OVERALL HEIGHT OF 100 FEET.
 CQ2876'
 CQ2876'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 4, 501 AND 155 IN
 CQ2876'FRIENDSHIP, GO SOUTHWEST ON HIGHWAYS 4 AND 155 FOR 1.8 MILES
 CQ2876'TO A SURFACED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE
 CQ2876'SURFACED ROAD FOR 0.55 MILE TO A SIDE ROAD AND SIGN FRIENDSHIP
 CQ2876'LOOKOUT TOWER ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.25 MILE
 CQ2876'TO THE LOOKOUT TOWER AND TRIANGULATION STATION FRIENDSHIP.
 CQ2876'
 CQ2876'THE POINTED INTERSECTED IS THE TOP CENTER OF THE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4357 ***********************************************************************
 BJ4357  DESIGNATION -  FROG
 BJ4357  PID         -  BJ4357
 BJ4357  STATE/COUNTY-  LA/LIVINGSTON
 BJ4357  USGS QUAD   -  WHITEHALL (1980)
 BJ4357
 BJ4357                         *CURRENT SURVEY CONTROL
 BJ4357  ___________________________________________________________________
 BJ4357* NAD 83(1992)-  30 20 28.76062(N)    090 44 06.71562(W)     ADJUSTED  
 BJ4357* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 BJ4357  ___________________________________________________________________
 BJ4357  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4357  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BJ4357
 BJ4357  HORZ ORDER  -  SECOND
 BJ4357
 BJ4357.The horizontal coordinates were established by classical geodetic methods
 BJ4357.and adjusted by the National Geodetic Survey in January 1993..
 BJ4357
 BJ4357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4357
 BJ4357.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4357
 BJ4357.The geoid height was determined by GEOID03.
 BJ4357
 BJ4357;                    North         East     Units Scale Factor Converg.
 BJ4357;SPC LA S     -   204,251.326 1,057,509.740   MT  0.99994333   +0 17 56.7
 BJ4357;SPC LA S     -   670,114.56  3,469,513.21   sFT  0.99994333   +0 17 56.7
 BJ4357;UTM  15      - 3,358,781.933   717,711.426   MT  1.00018478   +1 08 40.3
 BJ4357
 BJ4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4357!SPC LA S     -   1.00000335  x   0.99994333  =   0.99994668
 BJ4357!UTM  15      -   1.00000335  x   1.00018478  =   1.00018813
 BJ4357
 BJ4357|---------------------------------------------------------------------|
 BJ4357| PID    Reference Object                     Distance      Geod. Az  |
 BJ4357|                                                           dddmmss.s |
 BJ4357| CW1384 FROG RM 1                            16.144 METERS 00646     |
 BJ4357| CW1385 FROG RM 2                            19.996 METERS 07943     |
 BJ4357| BJ4358 FROG LDH 1973 A POINT                 6.522 METERS 30629     |
 BJ4357| CW1383 FROG AZ MK                                         3540947.4 |
 BJ4357|---------------------------------------------------------------------|
 BJ4357
 BJ4357                          SUPERSEDED SURVEY CONTROL
 BJ4357
 BJ4357  NAD 83(1986)-  30 20 28.77759(N)    090 44 06.71438(W) AD(       ) 2
 BJ4357  NAD 27      -  30 20 28.07822(N)    090 44 06.37512(W) AD(       ) 2
 BJ4357  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 BJ4357
 BJ4357.Superseded values are not recommended for survey control.
 BJ4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4357.See file dsdata.txt to determine how the superseded data were derived.
 BJ4357
 BJ4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1771158782(NAD 83)
 BJ4357_MARKER: DD = SURVEY DISK
 BJ4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4357_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4357
 BJ4357  HISTORY     - Date     Condition        Report By
 BJ4357  HISTORY     - 1973     MONUMENTED       LADH
 BJ4357
 BJ4357                          STATION DESCRIPTION
 BJ4357
 BJ4357'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ4357'THE STATION IS LOCATED 11 MILES SOUTH OF LIVINGSTON, 5 MILES
 BJ4357'NORTHEAST OF FRENCH SETTLEMENT AND 7 MILES EAST OF PORT VINCENT, IN
 BJ4357'THE NORTHWEST 1/4 OF SECTION 20, T8S, R5E, AND ON THE
 BJ4357'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4357'
 BJ4357'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 190 AND
 BJ4357'STATE HIGHWAY 63 IN LIVINGSTON, GO SOUTH ON STATE HIGHWAY 63 FOR
 BJ4357'11.2 MILES.  THE STATION IS SET ON THE LEFT AND EAST OF THE HIGHWAY
 BJ4357'NEAR A FENCE AND AN OLD CATTLE GUARD.
 BJ4357'
 BJ4357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG STATE
 BJ4357'HIGHWAY 63 FOR 0.6 MILE.  THE MARK IS SET ON THE LEFT AND WEST OF
 BJ4357'THE HIGHWAY NEAR A POWER POLE AND A CATTLE GUARD.
 BJ4357'
 BJ4357'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4357'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4357'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4357'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4357'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4357'STAMPED FROG 1973.  THE MARK IS 39 FEET EAST OF THE CENTER OF STATE
 BJ4357'HIGHWAY 63, 27 FEET SOUTHWEST OF A FENCE, 27 FEET SOUTHWEST OF A
 BJ4357'30 INCH PINE TREE, 26 FEET SOUTHEAST OF THE EAST END OF AN OLD
 BJ4357'CATTLE GUARD, AND 2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ4357'
 BJ4357'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4357'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4357'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4357'STAMPED FROG R.M. 1 1973.  IT IS 54 FEET EAST OF THE CENTER OF
 BJ4357'STATE HIGHWAY 63, 53 FEET NORTHEAST OF A CONCRETE CULVERT, 15 FEET
 BJ4357'SOUTH OF A 36 INCH OAK TREE, AND 2 FEET WEST OF A FENCE.
 BJ4357'
 BJ4357'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4357'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4357'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4357'STAMPED FROG R.M. 2 1973.  IT IS 104 FEET EAST OF THE CENTER OF
 BJ4357'STATE HIGHWAY 63, 42 FEET EAST OF A 30 INCH OAK TREE, 12 FEET
 BJ4357'EAST-SOUTHEAST OF A 32 INCH PINE TREE, AND 2 FEET SOUTH OF A FENCE.
 BJ4357'
 BJ4357'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4357'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4357'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4357'STAMPED FROG AZ. MK. 1973.  IT IS 44 FEET WEST OF THE CENTER OF A
 BJ4357'CATTLE GUARD, 43 FEET WEST OF THE CENTER OF STATE HIGHWAY 63, 18
 BJ4357'FEET NORTH-NORTHEAST OF A POWER POLE, 3 FEET EAST OF A FENCE, AND
 BJ4357'2.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ4357'
 BJ4357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2590 ***********************************************************************
 BX2590  DESIGNATION -  FROG
 BX2590  PID         -  BX2590
 BX2590  STATE/COUNTY-  LA/AVOYELLES
 BX2590  USGS QUAD   -  BELLE D'EAU (1983)
 BX2590
 BX2590                         *CURRENT SURVEY CONTROL
 BX2590  ___________________________________________________________________
 BX2590* NAD 83(1992)-  31 04 24.85820(N)    092 10 24.88207(W)     ADJUSTED  
 BX2590* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BX2590  ___________________________________________________________________
 BX2590  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BX2590  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BX2590
 BX2590  HORZ ORDER  -  FIRST
 BX2590
 BX2590.The horizontal coordinates were established by classical geodetic methods
 BX2590.and adjusted by the National Geodetic Survey in January 1993..
 BX2590
 BX2590.The orthometric height was scaled from a topographic map.
 BX2590
 BX2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2590
 BX2590.The geoid height was determined by GEOID03.
 BX2590
 BX2590;                    North         East     Units Scale Factor Converg.
 BX2590;SPC LA N     -    63,643.527 1,031,151.350   MT  1.00002241   +0 10 21.3
 BX2590;SPC LA N     -   208,803.80  3,383,035.72   sFT  1.00002241   +0 10 21.3
 BX2590;UTM  15      - 3,438,049.041   578,835.870   MT  0.99967666   +0 25 35.7
 BX2590
 BX2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2590!SPC LA N     -   1.00000094  x   1.00002241  =   1.00002335
 BX2590!UTM  15      -   1.00000094  x   0.99967666  =   0.99967760
 BX2590
 BX2590|---------------------------------------------------------------------|
 BX2590| PID    Reference Object                     Distance      Geod. Az  |
 BX2590|                                                           dddmmss.s |
 BX2590| CY3607 FROG RM                              23.436 METERS 28827     |
 BX2590|---------------------------------------------------------------------|
 BX2590
 BX2590                          SUPERSEDED SURVEY CONTROL
 BX2590
 BX2590  NAD 83(1986)-  31 04 24.87772(N)    092 10 24.87675(W) AD(       ) 1
 BX2590  NAD 27      -  31 04 24.19734(N)    092 10 24.42152(W) AD(       ) 1
 BX2590
 BX2590.Superseded values are not recommended for survey control.
 BX2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2590.See file dsdata.txt to determine how the superseded data were derived.
 BX2590
 BX2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7883638049(NAD 83)
 BX2590_MARKER: DS = TRIANGULATION STATION DISK
 BX2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2590
 BX2590  HISTORY     - Date     Condition        Report By
 BX2590  HISTORY     - 1919     MONUMENTED       CGS
 BX2590  HISTORY     - 1935     GOOD             CGS
 BX2590  HISTORY     - 1938     MARK NOT FOUND   CGS
 BX2590  HISTORY     - 1962     MARK NOT FOUND   USGS
 BX2590
 BX2590                          STATION DESCRIPTION
 BX2590
 BX2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2590'STATION IS ABOUT 1-3/4 MILES E OF BELLEDEAU, 2.8 METERS (9 FEET)
 BX2590'S OF CENTER LINE OF TRACK, AND 20 POLES W OF MILEPOST NO. 145.
 BX2590'
 BX2590'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2590'DISKS SET IN CONCRETE.
 BX2590'
 BX2590'REFERENCE MARK IS 23.436 METERS (76.89 FEET) FROM STATION,
 BX2590'S 71 DEG 33 MIN W.
 BX2590
 BX2590                          STATION RECOVERY (1935)
 BX2590
 BX2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2590'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED IN GOOD
 BX2590'CONDITION.
 BX2590'
 BX2590'LOCATED ABOUT 1-3/4 MILES E OF BELLEDEAU, 2.8 METERS (9 FEET)
 BX2590'S OF CENTER LINE OF TRACK, 8.6 FEET S OF S RAIL, 175 FEET W OF
 BX2590'FARM ROAD CROSSING RAILROAD, 75 FEET SW OF THE 10TH TELEGRAPH
 BX2590'POLE E OF MILEPOST NO. 145, 114.7 FEET SE OF THE 9TH TELEGRAPH
 BX2590'POLE E OF MILEPOST NO. 145.  STATION MARK IS STAMPED FROG 1919.
 BX2590'
 BX2590'REFERENCE MARK NO. 1 (1919) IS ABOUT 6 INCHES BELOW GROUND
 BX2590'SURFACE, 38.2 FEET S OF S RAIL, 8 FEET N OF BANK ON S LINE
 BX2590'OF RAILROAD PROPERTY, 73.8 FEET SE OF THE 9TH TELEGRAPH POLE
 BX2590'E OF MILEPOST NO. 145.  IT IS STAMPED FROG 1919.
 BX2590'
 BX2590'DISTANCE FROM STATION 23.38 METERS (76.69 FEET),
 BX2590'N 71 DEG 23 MIN 51 SEC W.
 BX2590'
 BX2590'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX2590'A 14-BY 14-BY 30-INCH CONCRETE PIER, 2 FEET N OF N LINE OF
 BX2590'RAILROAD PROPERTY, 50 FEET N OF N RAIL IN LINE WITH REFERENCE
 BX2590'MARK NO. 1, 53 FEET NE OF THE 9TH TELEGRAPH POLE E OF MILEPOST
 BX2590'NO. 145, AND 27.645 METERS (90.67 FEET) FROM STATION
 BX2590'N 4 DEG 48 MIN 15 SEC W.
 BX2590'
 BX2590'DISTANCE TO REFERENCE MARK NO. 1 IS 28.22 METERS (92.61 FEET)
 BX2590'S 44 DEG 42 MIN 30 SEC W.
 BX2590'
 BX2590'REFERENCE MARK NO. 3 (U.S.E. BENCH MARK) IS A 5 1/2-INCH IRON
 BX2590'PIPE, 1 FOOT ABOVE GROUND, ON BANK 1.5 FEET S OF N FENCE LINE,
 BX2590'27 FEET N OF THE 9TH TELEGRAPH POLE E OF MILEPOST NO. 145,
 BX2590'47 FEET N OF N RAIL AND 38.905 METERS (127.63 FEET) FROM STATION
 BX2590'N 20 DEG 36 MIN 37 SEC W DISTANCE TO REFERENCE
 BX2590'MARK NO. 1 IS 30.205 METERS (99.08 FEET) N 16 DEG
 BX2590'23 MIN 15 SEC E DISTANCE TO REFERENCE MARK NO. 2 IS 14.47
 BX2590'METERS (47.38 FEET) N 51 DEG 54 MIN 15 SEC W.
 BX2590'
 BX2590'TO REACH THIS STATION GO E FROM BELLEDEAU FOR ABOUT 1-3/4 MILES
 BX2590'ON GRAVEL HIGHWAY S OF RAILROAD OR W FROM HESSMER ABOUT 4 MILES,
 BX2590'TO LANE RUNNING N BETWEEN TWO FARMHOUSES, ON S SIDE OF RAILROAD,
 BX2590'TAKE THIS LANE AND GO N TO RAILROAD THENCE E ABOUT 1/4 MILE.
 BX2590
 BX2590                          STATION RECOVERY (1938)
 BX2590
 BX2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 BX2590'UNABLE TO FIND THIS MARK AFTER TWO HOURS SEARCH.  BELIEVED
 BX2590'DESTROYED BY RAILROAD CONSTRUCTION.
 BX2590
 BX2590                          STATION RECOVERY (1962)
 BX2590
 BX2590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BX2590'STATION WAS NOT FOUND.  MAY BE COVERED WITH RR BALLAST STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1518 ***********************************************************************
 BW1518  DESIGNATION -  FROGMORE BOLT
 BW1518  PID         -  BW1518
 BW1518  STATE/COUNTY-  LA/CONCORDIA
 BW1518  USGS QUAD   -  FROGMORE (1994)
 BW1518
 BW1518                         *CURRENT SURVEY CONTROL
 BW1518  ___________________________________________________________________
 BW1518* NAD 83(1986)-  31 36 12.     (N)    091 40 14.     (W)     SCALED    
 BW1518* NAVD 88     -        17.20   (+/-2cm)      56.4    (feet)  VERTCON   
 BW1518  ___________________________________________________________________
 BW1518  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1518
 BW1518  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1518
 BW1518.The horizontal coordinates were scaled from a topographic map and have
 BW1518.an estimated accuracy of +/- 6 seconds.
 BW1518
 BW1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1518.The vertical order pertains to the NGVD 29 superseded value.
 BW1518
 BW1518.The geoid height was determined by GEOID03.
 BW1518
 BW1518;                    North         East    Units  Estimated Accuracy
 BW1518;SPC LA N     -   122,630.    1,078,710.      MT  (+/- 180 meters Scaled)
 BW1518
 BW1518                          SUPERSEDED SURVEY CONTROL
 BW1518
 BW1518  NGVD 29 (??/??/92)   17.195  (m)           56.41   (f) ADJ UNCH    1 2
 BW1518
 BW1518.Superseded values are not recommended for survey control.
 BW1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1518.See file dsdata.txt to determine how the superseded data were derived.
 BW1518
 BW1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ261972(NAD 83)
 BW1518_MARKER: B = BOLT
 BW1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1518_SP_SET: CONCRETE SLAB
 BW1518_STAMPING: BM-FROGMORE
 BW1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1518
 BW1518  HISTORY     - Date     Condition        Report By
 BW1518  HISTORY     - UNK      MONUMENTED       DOD
 BW1518  HISTORY     - 1966     GOOD             NGS
 BW1518
 BW1518                          STATION DESCRIPTION
 BW1518
 BW1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1518'7.6 MI W FROM FERRIDAY.
 BW1518'7.6 MILES WEST ALONG U. S. HIGHWAY 84 FROM THE POST OFFICE AT
 BW1518'FERRIDAY, OR ABOUT 8.75 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE
 BW1518'NORTHWEST END OF A CONCRETE HIGHWAY BRIDGE OVER THE BLACK RIVER AT
 BW1518'JONESVILLE, IN SECTION 8, T 7 R, R 8 E, ABOUT 0.5 MILE SOUTHWEST OF
 BW1518'THE POST OFFICE AND STORE AT FROGMORE, ABOUT 0.1 MILE SOUTHEAST OF THE
 BW1518'HIGHWAY, ON THE PROPERTY OF MRS. C. B. GODBOLD, 94 1/2 FEET SOUTHWEST
 BW1518'OF A FRAME HOUSE, 31 1/2 FEET NORTH OF THE NORTH RAIL OF THE LOUISIANA
 BW1518'MIDLAND RAILWAY, 1 POWER POLE WEST OF THE OLD FROGMORE RAILROAD
 BW1518'STATION, 82.0 FEET SOUTHWEST OF THE MORE SOUTHERLY OF 2 BRICK
 BW1518'FOUNDATIONS SUPPORTING A WATER SUPPLY TANK FOR A HOUSE, 11.0 FEET EAST
 BW1518'OF A TELEPHONE POLE, ABOUT IN LINE WITH A ROW OF TELEPHONE POLES, 2.0
 BW1518'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 BW1518'OF THE TRACK, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 BW1518'1/2 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 BW1518'THROUGH A 3-INCH IRON PIPE WHICH BEARS A U. S. ENGINEERS CAP AND
 BW1518'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1517 ***********************************************************************
 BW1517  DESIGNATION -  FROGMORE CAP
 BW1517  PID         -  BW1517
 BW1517  STATE/COUNTY-  LA/CONCORDIA
 BW1517  USGS QUAD   -  FROGMORE (1994)
 BW1517
 BW1517                         *CURRENT SURVEY CONTROL
 BW1517  ___________________________________________________________________
 BW1517* NAD 83(1986)-  31 36 12.     (N)    091 40 14.     (W)     SCALED    
 BW1517* NAVD 88     -        18.42   (+/-2cm)      60.4    (feet)  VERTCON   
 BW1517  ___________________________________________________________________
 BW1517  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1517
 BW1517  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1517
 BW1517.The horizontal coordinates were scaled from a topographic map and have
 BW1517.an estimated accuracy of +/- 6 seconds.
 BW1517
 BW1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1517.The vertical order pertains to the NGVD 29 superseded value.
 BW1517
 BW1517.The geoid height was determined by GEOID03.
 BW1517
 BW1517;                    North         East    Units  Estimated Accuracy
 BW1517;SPC LA N     -   122,630.    1,078,710.      MT  (+/- 180 meters Scaled)
 BW1517
 BW1517                          SUPERSEDED SURVEY CONTROL
 BW1517
 BW1517  NGVD 29 (??/??/92)   18.412  (m)           60.41   (f) ADJ UNCH    1 2
 BW1517
 BW1517.Superseded values are not recommended for survey control.
 BW1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1517.See file dsdata.txt to determine how the superseded data were derived.
 BW1517
 BW1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ261972(NAD 83)
 BW1517_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1517_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1517_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1517_STAMPING: BM-FROGMORE
 BW1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1517
 BW1517  HISTORY     - Date     Condition        Report By
 BW1517  HISTORY     - UNK      MONUMENTED       DOD
 BW1517  HISTORY     - 1966     GOOD             NGS
 BW1517
 BW1517                          STATION DESCRIPTION
 BW1517
 BW1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1517'7.6 MI W FROM FERRIDAY.
 BW1517'ABOUT 7.6 MILES WEST ALONG U. S. HIGHWAY 84 FROM THE POST OFFICE AT
 BW1517'FERRIDAY, OR ABOUT 8.75 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE
 BW1517'NORTHWEST END OF A CONCRETE HIGHWAY BRIDGE OVER THE BLACK RIVER AT
 BW1517'JONESVILLE, IN SECTION 8, T 7 N, R 8 E, ABOUT 0.5 MILE SOUTHWEST OF
 BW1517'THE POST OFFICE AND STORE AT FROGMORE, ABOUT 0.1 MILE SOUTHEAST OF THE
 BW1517'HIGHWAY, ON THE PROPERTY OF MRS. C. B. GODBOLD, 94 1/2 FEET SOUTHWEST
 BW1517'OF A FRAME HOUSE, 31 1/2 FEET NORTH OF THE NORTH RAIL OF THE LOUISIANA
 BW1517'MIDLAND RAILWAY, 1 POWER POLE WEST OF THE OLD FROGMORE RAILROAD
 BW1517'STATION, 82.0 FEET SOUTHWEST OF THE MORE SOUTHERLY OF 2 BRICK
 BW1517'FOUNDATIONS SUPPORTING A WATER SUPPLY TANK FOR A HOUSE, 11.0 FEET EAST
 BW1517'OF A TELEPHONE POLE, ABOUT IN LINE WITH A ROW OF TELEPHONE POLES, 2.0
 BW1517'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 BW1517'OF THE TRACK, A 3-INCH IRON PIPE WHICH BEARS A U. S. ENGINEERS CAP AND
 BW1517'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0749 ***********************************************************************
 AV0749  DESIGNATION -  FRONT
 AV0749  PID         -  AV0749
 AV0749  STATE/COUNTY-  LA/CAMERON
 AV0749  USGS QUAD   -  HOG BAYOU (1979)
 AV0749
 AV0749                         *CURRENT SURVEY CONTROL
 AV0749  ___________________________________________________________________
 AV0749* NAD 83(1992)-  29 41 25.42662(N)    092 55 15.85634(W)     ADJUSTED  
 AV0749* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0749  **This station is located in a subsidence area (see below).
 AV0749  ___________________________________________________________________
 AV0749  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AV0749  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AV0749
 AV0749  HORZ ORDER  -  SECOND
 AV0749
 AV0749.The horizontal coordinates were established by classical geodetic methods
 AV0749.and adjusted by the National Geodetic Survey in January 1993..
 AV0749
 AV0749 ** The orthometric height has not been validated since last determined
 AV0749 ** by differential leveling and should not be used for control purposes.
 AV0749 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0749 ** area with valid NAVD 88 orthometric heights.
 AV0749 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0749 ** epoch indicated which incorporates improved geoid heights for the
 AV0749 ** Southern Louisiana Subsidence area.
 AV0749 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0749.The orthometric height was scaled from a topographic map.
 AV0749
 AV0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0749
 AV0749.The geoid height was determined by GEOID03.
 AV0749
 AV0749;                    North         East     Units Scale Factor Converg.
 AV0749;SPC LA S     -   133,013.803   846,345.873   MT  0.99994033   -0 47 38.0
 AV0749;SPC LA S     -   436,396.12  2,776,719.75   sFT  0.99994033   -0 47 38.0
 AV0749;UTM  15      - 3,284,482.163   507,636.019   MT  0.99960072   +0 02 20.7
 AV0749
 AV0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0749!SPC LA S     -   1.00000410  x   0.99994033  =   0.99994443
 AV0749!UTM  15      -   1.00000410  x   0.99960072  =   0.99960482
 AV0749
 AV0749|---------------------------------------------------------------------|
 AV0749| PID    Reference Object                     Distance      Geod. Az  |
 AV0749|                                                           dddmmss.s |
 AV0749| CV9802 FRONT RM 1                           13.018 METERS 03343     |
 AV0749| AV0803 BERRY                               APPROX.10.0 KM 2925115.0 |
 AV0749| CV9803 FRONT RM 2                           15.822 METERS 29543     |
 AV0749| AV0765 GRAND CHENIER CH W MERM FERRY       APPROX.10.0 KM 3280813.7 |
 AV0749|---------------------------------------------------------------------|
 AV0749
 AV0749                          SUPERSEDED SURVEY CONTROL
 AV0749
 AV0749  NAD 83(1986)-  29 41 25.44474(N)    092 55 15.83379(W) AD(       ) 2
 AV0749  NAD 27      -  29 41 24.64300(N)    092 55 15.31300(W) AD(       ) 2
 AV0749
 AV0749.Superseded values are not recommended for survey control.
 AV0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0749.See file dsdata.txt to determine how the superseded data were derived.
 AV0749
 AV0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0763684482(NAD 83)
 AV0749_MARKER: DS = TRIANGULATION STATION DISK
 AV0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0749
 AV0749  HISTORY     - Date     Condition        Report By
 AV0749  HISTORY     - 1932     MONUMENTED       CGS
 AV0749  HISTORY     - 1933     POOR             CGS
 AV0749
 AV0749                          STATION DESCRIPTION
 AV0749
 AV0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0749'STATION IS LOCATED ABOUT 12.1 MILES EASTWARD OF THE MERMENTAU
 AV0749'RIVER, 1 MILE EASTWARD OF OLD ABANDONED FORD AUTO ON BEACH,
 AV0749'AND 0.9 MILE EASTWARD OF RUINED CABIN.  LOCATED ON NARROW
 AV0749'SAND BEACH ABOUT 40 METERS WIDE WHICH HAS BEEN THROWN UP ON
 AV0749'TOP OF MARSH.  NEAR BACK OF SAND 26 METERS FROM HIGH-WATER.
 AV0749'THE SHORE LINE IN THIS VICINITY IS RECEDING.
 AV0749'
 AV0749'STATION MARK IS 5-INCH BY 5-FOOT IRON OIL PIPE FILLED WITH
 AV0749'CONCRETE WHICH HAS A STANDARD DISK SET IN THE CENTER OF THE
 AV0749'TOP, AND WHICH PROJECTS 1 FOOT.
 AV0749'
 AV0749'REFERENCE MARKS ARE STANDARD DISKS SET IN TOP OF SQUARE
 AV0749'BLOCKS OF CONCRETE.
 AV0749'
 AV0749'REFERENCE MARK NO. 1 IS TO THE NE AT THE EDGE OF SAND AND
 AV0749'MARSH AND PROJECTS 6 INCHES ABOVE THE GROUND.
 AV0749'
 AV0749'REFERENCE MARK NO. 2 IS TOWARD BERRY IN SIMILAR LOCATION
 AV0749'TO REFERENCE MARK NO. 1.
 AV0749'
 AV0749'STATION MAY BE REACHED FROM GULF AND ALSO BY MEANS OF A
 AV0749'CANAL WHICH STARTS AT THE SHELL ROAD ON GRAND CHENIER RIDGE
 AV0749'AND TERMINATES IN THE MARSH NEAR THE BEACH ABOUT A MILE
 AV0749'TO THE WESTWARD OF THE STATION.
 AV0749'
 AV0749'A 20-FOOT TRIPOD WAS BUILT WHICH WAS SUFFICIENT TO SEE ALL
 AV0749'STATIONS EXCEPT OIL AND YARD.  YARD REQUIRED CONSIDERABLE
 AV0749'CLEARING AND OIL CONSIDERABLY MORE.
 AV0749
 AV0749                          STATION RECOVERY (1933)
 AV0749
 AV0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WEP)
 AV0749'THE HYDROGRAPHER REPORTS THAT THE STORM IN THE EARLY PART
 AV0749'OF JULY 1933 WASHED THE SHORE LINE IN THE VICINITY OF FRONT
 AV0749'BACK ABOUT 15 METERS.
 AV0749'
 AV0749'STATION MARK IS NOW LEANING AND LOOSE IN THE GROUND.
 AV0749'
 AV0749'REFERENCE MARKS WERE RECOVERED INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0387 ***********************************************************************
 AV0387  DESIGNATION -  FROST
 AV0387  PID         -  AV0387
 AV0387  STATE/COUNTY-  LA/CAMERON
 AV0387  USGS QUAD   -  CAMERON (1982)
 AV0387
 AV0387                         *CURRENT SURVEY CONTROL
 AV0387  ___________________________________________________________________
 AV0387* NAD 83(1992)-  29 46 39.92518(N)    093 16 52.88301(W)     ADJUSTED  
 AV0387* NAVD 88     -         1.35   (+/-2cm)       4.4  **(feet)  VERTCON   
 AV0387  **This station is located in a subsidence area (see below).
 AV0387  ___________________________________________________________________
 AV0387  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AV0387  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AV0387
 AV0387  HORZ ORDER  -  SECOND
 AV0387  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0387
 AV0387.The horizontal coordinates were established by classical geodetic methods
 AV0387.and adjusted by the National Geodetic Survey in January 1993..
 AV0387
 AV0387 ** The orthometric height has not been validated since last determined
 AV0387 ** by differential leveling and should not be used for control purposes.
 AV0387 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0387 ** area with valid NAVD 88 orthometric heights.
 AV0387 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0387 ** epoch indicated which incorporates improved geoid heights for the
 AV0387 ** Southern Louisiana Subsidence area.
 AV0387 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0387.The vertical order pertains to the NGVD 29 superseded value.
 AV0387
 AV0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0387
 AV0387.The geoid height was determined by GEOID03.
 AV0387
 AV0387;                    North         East     Units Scale Factor Converg.
 AV0387;SPC LA S     -   143,233.470   811,646.750   MT  0.99993328   -0 58 26.5
 AV0387;SPC LA S     -   469,925.14  2,662,877.71   sFT  0.99993328   -0 58 26.5
 AV0387;UTM  15      - 3,294,192.606   472,803.511   MT  0.99960913   -0 08 23.0
 AV0387
 AV0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0387!SPC LA S     -   1.00000398  x   0.99993328  =   0.99993726
 AV0387!UTM  15      -   1.00000398  x   0.99960913  =   0.99961311
 AV0387
 AV0387|---------------------------------------------------------------------|
 AV0387| PID    Reference Object                     Distance      Geod. Az  |
 AV0387|                                                           dddmmss.s |
 AV0387| AV0386 FROST RM 1                           14.222 METERS 04803     |
 AV0387| AV0384 FROST AZ MK                                        2635141.7 |
 AV0387| AV0385 FROST RM 2                           13.136 METERS 29827     |
 AV0387| AV0820 CAMERON RADIO STA KKD 814 MAST      APPROX. 2.0 KM 3035119.9 |
 AV0387| AV0813 CAMERON INDEP TELEPHONE CO MST      APPROX. 2.4 KM 3084000.7 |
 AV0387| AV0824 CAMERON J WELL SURVEY INC MAST      APPROX. 2.3 KM 3084244.3 |
 AV0387|---------------------------------------------------------------------|
 AV0387
 AV0387                          SUPERSEDED SURVEY CONTROL
 AV0387
 AV0387  NAD 83(1986)-  29 46 39.95063(N)    093 16 52.86675(W) AD(       ) 2
 AV0387  NAD 27      -  29 46 39.15890(N)    093 16 52.31820(W) AD(       ) 2
 AV0387  NGVD 29 (??/??/??)    1.331  (m)            4.37   (f) ADJUSTED    1 2
 AV0387
 AV0387.Superseded values are not recommended for survey control.
 AV0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0387.See file dsdata.txt to determine how the superseded data were derived.
 AV0387
 AV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7280494193(NAD 83)
 AV0387_MARKER: DS = TRIANGULATION STATION DISK
 AV0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0387_STAMPING: FROST 1963
 AV0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0387+STABILITY: SURFACE MOTION
 AV0387
 AV0387  HISTORY     - Date     Condition        Report By
 AV0387  HISTORY     - 1963     MONUMENTED       CGS
 AV0387  HISTORY     - 1965     GOOD             CGS
 AV0387  HISTORY     - 1965     GOOD             CGS
 AV0387  HISTORY     - 20050319 GOOD             USPSQD
 AV0387
 AV0387                          STATION DESCRIPTION
 AV0387
 AV0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0387'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF CAMERON,
 AV0387'ALONG THE SOUTH SIDE OF THE LOWER RIDGE ROAD.  THE PROPERTY
 AV0387'OWNER IS NOT KNOWN.  PERMISSION DEEMED NOT NECESSARY.
 AV0387'
 AV0387'TO REACH THE STATION FROM THE POST OFFICE IN CAMERON, GO EAST
 AV0387'ON STATE HIGHWAYS 27 AND 82 FOR 1.5 MILES TO A SIDE ROAD
 AV0387'RIGHT.  TURN RIGHT AND GO SOUTH ON A MACADAM ROAD FOR 0.8 MILE
 AV0387'TO A FORK BY A GARBAGE DUMP AND END OF PAVEMENT.  BEAR LEFT,
 AV0387'EASTERLY FOR 0.95 MILE ON A SHELL ROAD TO THE AZIMUTH ON THE
 AV0387'LEFT, CONTINUE EASTERLY ON THE SHELL ROAD FOR 0.3 MILE TO
 AV0387'THE STATION AS DESCRIBED.
 AV0387'
 AV0387'THE STATION IS A STANDARD DISK STAMPED FROST 1963, SET IN A
 AV0387'12 X 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES FROM
 AV0387'THE GROUND SURFACE.  IT IS 45.3 FEET SOUTH OF CENTER OF A SHELL
 AV0387'ROAD.  7.5 FEET NORTHEAST OF A 3 INCH DIAMETER CREOSOTE WOOD
 AV0387'WITNESS POST AND SIGN.  23.2 FEET SOUTH OF POWERLINE POLE
 AV0387'NUMBER 55.
 AV0387'
 AV0387'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED FROST NO 1
 AV0387'1963, SET IN A 12 X 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AV0387'3 INCHES FROM THE GROUND SURFACE.  IT IS 17.6 FEET SOUTH OF
 AV0387'CENTER OF A SHELL ROAD.  37.8 FEET EAST OF POWERLINE POLE
 AV0387'NUMBER 55.  40.6 FEET NORTHEAST OF A 3 INCH DIAMETER CREOSOTE
 AV0387'WOOD WITNESS POST AND SIGN.
 AV0387'
 AV0387'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED FROST NO 2
 AV0387'1963, SET IN A 12 X 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AV0387'4 INCHES FROM THE GROUND SURFACE.  IT IS 17.5 FEET SOUTH OF
 AV0387'CENTER OF A SHELL ROAD.  35.9 FEET WEST OF POWERLINE POLE
 AV0387'NUMBER 55.  42.5 FEET SOUTHWEST OF A 3 INCH DIAMETER CREOSOTE
 AV0387'WOOD WITNESS POST AND SIGN.
 AV0387'
 AV0387'AZIMUTH MARK IS A STANDARD DISK STAMPED FROST 1963., SET IN
 AV0387'A 12 X 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING 5 INCHES
 AV0387'FROM THE GROUND SURFACE.  IT IS 25.0 FEET NORTH OF CENTER
 AV0387'OF SHELL ROAD.  2.3 FEET SOUTH OF A FENCE LINE.  8.1 FEET
 AV0387'NORTH-NORTHEAST OF POWERLINE POLE NUMBER 26.  1.8 FEET EAST OF
 AV0387'A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 AV0387'
 AV0387'HEIGHT OF LIGHT ABOVE STATION MARK 2.58 METERS.
 AV0387
 AV0387                          STATION RECOVERY (1965)
 AV0387
 AV0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0387'THE STATION MARK, STAMPED FROST 1963, IS ABOUT 1.5 MILES
 AV0387'SOUTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 AV0387'CAMERON, THENCE 0.85 MILE SOUTH ALONG STATE ROAD 1142, THENCE
 AV0387'1.25 MILES EAST ALONG A SHELL ROAD WHICH PARALLELS THE SHORELINE
 AV0387'OF THE GULF OF MEXICO, 46 FEET SOUTH OF THE CENTER LINE OF
 AV0387'THE ROAD, ABOUT 226 FEET NORTH OF THE HIGH WATER LINE, 223 FEET
 AV0387'SOUTHEAST OF A FENCE CORNER, 72 FEET SOUTH OF POWER POLE NUMBER
 AV0387'30, 23 FEET SOUTH OF A BRACE POLE, 7.4 FEET SOUTHWEST OF A
 AV0387'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 AV0387'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AV0387'
 AV0387'R.M. 1, STAMPED FROST NO 1 1963, IS 46-1/2 FEET NORTHEAST
 AV0387'OF THE STATION MARK, 20 FEET SOUTH OF THE CENTER LINE OF THE
 AV0387'ROAD, 58 FEET SOUTHEAST OF POWER POLE NUMBER 30, 73-1/2 FEET EAST
 AV0387'OF R.M. 2, 38 FEET EAST OF A BRACE POLE, ABOUT LEVEL WITH
 AV0387'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AV0387'5 INCHES.
 AV0387'
 AV0387'R.M. 2, STAMPED FROST NO 2 1963, IS 43 FEET NORTHWEST OF THE
 AV0387'STATION, 73-1/2 FEET WEST OF R.M. 1, 20 FEET SOUTH OF THE CENTER
 AV0387'LINE OF THE ROAD, 58 FEET SOUTHWEST OF POWER POLE NUMBER 30,
 AV0387'35-1/2 FEET WEST OF A BRACE POLE, ABOUT LEVEL WITH THE ROAD,
 AV0387'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AV0387'
 AV0387'AZIMUTH MARK, STAMPED FROST 1963 IS ABOUT 1.5 MILES SOUTHEAST
 AV0387'ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT CAMERON, THENCE
 AV0387'0.85 MILE SOUTH ALONG STATE HIGHWAY 1142, THENCE 0.95 MILE EAST
 AV0387'ALONG A SHELL ROAD WHICH PARALLELS THE GULF OF MEXICO, 28 FEET
 AV0387'NORTH OF THE CENTER LINE OF THE ROAD, 41 FEET EAST OF A T-FENCE
 AV0387'CORNER, 9 FEET EAST OF POWER POLE NUMBER 26, 2 FEET SOUTH OF A
 AV0387'FENCE, 1.7 FEET EAST OF A WOODEN WITNESS POST, ABOUT 1 FOOT
 AV0387'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AV0387'POST PROJECTING 4 INCHES.
 AV0387
 AV0387                          STATION RECOVERY (1965)
 AV0387
 AV0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0387'3.6 MI SE FROM CAMERON.
 AV0387'ABOUT 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 AV0387'AT CAMERON, THENCE 0.85 MILE SOUTH ALONG STATE ROAD 1142, THENCE 1.25
 AV0387'MILES EAST ALONG A SHELL ROAD WHICH PARALLELS THE SHORELINE OF THE
 AV0387'GULF OF MEXICO, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT
 AV0387'226 FEET NORTH OF THE HIGH WATER LINE, 223 FEET SOUTHEAST OF A FENCE
 AV0387'CORNER, 72 FEET SOUTH OF POWER POLE NUMBER 30, 23 FEET SOUTH OF A
 AV0387'BRACE POLE, 7.4 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL
 AV0387'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 AV0387'INCHES.
 AV0387
 AV0387                          STATION RECOVERY (2005)
 AV0387
 AV0387'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4362 ***********************************************************************
 BJ4362  DESIGNATION -  FROST
 BJ4362  PID         -  BJ4362
 BJ4362  STATE/COUNTY-  LA/LIVINGSTON
 BJ4362  USGS QUAD   -  FROST (1980)
 BJ4362
 BJ4362                         *CURRENT SURVEY CONTROL
 BJ4362  ___________________________________________________________________
 BJ4362* NAD 83(1992)-  30 22 57.53631(N)    090 44 19.31485(W)     ADJUSTED  
 BJ4362* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 BJ4362  ___________________________________________________________________
 BJ4362  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ4362  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ4362
 BJ4362  HORZ ORDER  -  FIRST
 BJ4362
 BJ4362.The horizontal coordinates were established by classical geodetic methods
 BJ4362.and adjusted by the National Geodetic Survey in January 1993..
 BJ4362
 BJ4362.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4362
 BJ4362.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4362
 BJ4362.The geoid height was determined by GEOID03.
 BJ4362
 BJ4362;                    North         East     Units Scale Factor Converg.
 BJ4362;SPC LA S     -   208,830.668 1,057,149.470   MT  0.99994786   +0 17 50.4
 BJ4362;SPC LA S     -   685,138.62  3,468,331.22   sFT  0.99994786   +0 17 50.4
 BJ4362;UTM  15      - 3,363,356.545   717,283.470   MT  1.00018248   +1 08 39.0
 BJ4362
 BJ4362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4362!SPC LA S     -   1.00000299  x   0.99994786  =   0.99995085
 BJ4362!UTM  15      -   1.00000299  x   1.00018248  =   1.00018547
 BJ4362
 BJ4362|---------------------------------------------------------------------|
 BJ4362| PID    Reference Object                     Distance      Geod. Az  |
 BJ4362|                                                           dddmmss.s |
 BJ4362| CW1386 FROST RM 1                           27.700 METERS 02851     |
 BJ4362| BJ4361 FROST LOT                            27.164 METERS 04005     |
 BJ4362| BJ4360 SPRINGVILLE LOT                     APPROX.10.0 KM 0511032.7 |
 BJ4362| CW1387 FROST RM 2                           29.901 METERS 11327     |
 BJ4362| BJ4514 FROST SHELL PIPELINE MAST           APPROX. 3.3 KM 2484205.0 |
 BJ4362| BJ4512 WALKER LOT                          APPROX.12.7 KM 2955234.8 |
 BJ4362| BJ3792 DUMP                                APPROX.13.4 KM 3190109.7 |
 BJ4362|---------------------------------------------------------------------|
 BJ4362
 BJ4362                          SUPERSEDED SURVEY CONTROL
 BJ4362
 BJ4362  NAD 83(1986)-  30 22 57.55329(N)    090 44 19.31332(W) AD(       ) 1
 BJ4362  NAD 27      -  30 22 56.85856(N)    090 44 18.97278(W) AD(       ) 1
 BJ4362  NGVD 29 (07/19/86)    7.9    (m)           26.     (f) VERT ANG       
 BJ4362
 BJ4362.Superseded values are not recommended for survey control.
 BJ4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4362.See file dsdata.txt to determine how the superseded data were derived.
 BJ4362
 BJ4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1728363357(NAD 83)
 BJ4362_MARKER: DS = TRIANGULATION STATION DISK
 BJ4362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4362_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4362
 BJ4362  HISTORY     - Date     Condition        Report By
 BJ4362  HISTORY     - 1973     MONUMENTED       NGS
 BJ4362  HISTORY     - 20060502 MARK NOT FOUND   NGS
 BJ4362
 BJ4362                          STATION DESCRIPTION
 BJ4362
 BJ4362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4362'MEASUREMENTS WERE MADE WITH A 30 METER AND A 300 FOOT TAPE HOLDING 5
 BJ4362'AND 10 KGS. TENSION.
 BJ4362'
 BJ4362'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BJ4362'
 BJ4362'THE STATION IS LOCATED ABOUT 12 MILES WEST-SOUTHWEST OF SPRINGFIELD,
 BJ4362'8 MILES NORTH OF HEAD OF ISLAND, 7 MILES NORTHEAST OF PORT VINCENT
 BJ4362'AND ON LAND OWNED BY THE LOUISIANA FORESTRY COMMISSION.
 BJ4362'
 BJ4362'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 63 AND 42 IN
 BJ4362'FROST, GO SOUTH ON STATE HIGHWAY 63 FOR 1.45 MILES TO THE FROST
 BJ4362'LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 BJ4362'
 BJ4362'STATION MARKS ARE STANDARD DISKS STAMPED FROST 1973.  THE SURFACE
 BJ4362'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4362'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 73 FEET SOUTHWEST OF
 BJ4362'THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 59 FEET NORTH OF THE
 BJ4362'CENTER OF A GRAVELED ROAD, 31 FEET EAST OF THE CENTER OF A
 BJ4362'DRIVEWAY, 29 FEET NORTH OF A 24-INCH PINE TREE AND 21 FEET SOUTHWEST
 BJ4362'OF A 20-INCH PINE TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BJ4362'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BJ4362'SURFACE.
 BJ4362'
 BJ4362'REFERENCE MARK 1, A STANDARD DISK STAMPED FROST NO 1 1973, IS
 BJ4362'CEMENTED IN A DRILL HOLE OF THE CONCRETE BASE FOR THE NORTHWEST LEG
 BJ4362'OF THE LOOKOUT TOWER THAT PROJECTS 2 FEET ABOVE THE GROUND
 BJ4362'SURFACE.  IT IS 150 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 BJ4362'52 FEET EAST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTHWEST OF
 BJ4362'THE NORTHWEST LEG OF THE FIRE TOWER.
 BJ4362'
 BJ4362'REFERENCE MARK 2, A STANDARD DISK STAMPED FROST NO 2 1973, IS SET IN
 BJ4362'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4362'WITH THE GROUND SURFACE.  IT IS 51 FEET NORTH OF THE CENTER OF THE
 BJ4362'GRAVELED ROAD.
 BJ4362'
 BJ4362'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 BJ4362
 BJ4362                          STATION RECOVERY (2006)
 BJ4362
 BJ4362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BJ4362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2705 ***********************************************************************
 CQ2705  DESIGNATION -  FROST
 CQ2705  PID         -  CQ2705
 CQ2705  STATE/COUNTY-  LA/OUACHITA
 CQ2705  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ2705
 CQ2705                         *CURRENT SURVEY CONTROL
 CQ2705  ___________________________________________________________________
 CQ2705* NAD 83(1992)-  32 33 40.29745(N)    092 23 23.15492(W)     ADJUSTED  
 CQ2705* NAVD 88     -        49.5    (meters)     162.     (feet)  VERTCON   
 CQ2705  ___________________________________________________________________
 CQ2705  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ2705  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2705
 CQ2705  HORZ ORDER  -  SECOND
 CQ2705
 CQ2705.The horizontal coordinates were established by classical geodetic methods
 CQ2705.and adjusted by the National Geodetic Survey in January 1993..
 CQ2705
 CQ2705.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2705
 CQ2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2705
 CQ2705.The geoid height was determined by GEOID03.
 CQ2705
 CQ2705;                    North         East     Units Scale Factor Converg.
 CQ2705;SPC LA N     -   228,545.624 1,010,352.250   MT  0.99997765   +0 03 29.8
 CQ2705;SPC LA N     -   749,820.10  3,314,797.34   sFT  0.99997765   +0 03 29.8
 CQ2705;UTM  15      - 3,602,806.739   557,286.553   MT  0.99964047   +0 19 42.4
 CQ2705
 CQ2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2705!SPC LA N     -   0.99999628  x   0.99997765  =   0.99997393
 CQ2705!UTM  15      -   0.99999628  x   0.99964047  =   0.99963675
 CQ2705
 CQ2705|---------------------------------------------------------------------|
 CQ2705| PID    Reference Object                     Distance      Geod. Az  |
 CQ2705|                                                           dddmmss.s |
 CQ2705| CY3609 FROST RM 1                           13.436 METERS 00306     |
 CQ2705| CY3608 FROST AZ MK                                        0965154.3 |
 CQ2705| CQ2704 FROST LADH RM 2 1971                  9.765 METERS 13629     |
 CQ2705| CQ2822 CALHOUN LOOKOUT TOWER               APPROX. 7.6 KM 1825946.1 |
 CQ2705|---------------------------------------------------------------------|
 CQ2705
 CQ2705                          SUPERSEDED SURVEY CONTROL
 CQ2705
 CQ2705  NAD 83(1986)-  32 33 40.31089(N)    092 23 23.14647(W) AD(       ) 2
 CQ2705  NAD 27      -  32 33 39.78535(N)    092 23 22.63948(W) AD(       ) 2
 CQ2705  NGVD 29 (07/19/86)   49.6    (m)          163.     (f) VERT ANG       
 CQ2705
 CQ2705.Superseded values are not recommended for survey control.
 CQ2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2705.See file dsdata.txt to determine how the superseded data were derived.
 CQ2705
 CQ2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5728702807(NAD 83)
 CQ2705_MARKER: DD = SURVEY DISK
 CQ2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2705
 CQ2705  HISTORY     - Date     Condition        Report By
 CQ2705  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2705
 CQ2705                          STATION DESCRIPTION
 CQ2705
 CQ2705'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2705'THE STATION IS LOCATED 4 MILES NORTHWEST OF CALHOUN, 12 MILES
 CQ2705'NORTH-NORTHEAST OF EROS AND 7.5 MILES NORTHEAST OF CHOUDRANT,
 CQ2705'IN THE NORTHWEST 1/4 OF SECTION 8, T18N, R1E, AND ON THE PROPERTY
 CQ2705'OWNED BY OZELIA WARREN, ADDRESS ROUTE 2, DOWNSVILLE, LOUISIANA,
 CQ2705'TELEPHONE 644-2478.
 CQ2705'
 CQ2705'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 20 AND
 CQ2705'STATE HIGHWAY 151 IN CALHOUN, DRIVE NORTH ALONG STATE HIGHWAY
 CQ2705'151 FOR 1.2 MILES TO THE INTERSECTION WITH STATE HIGHWAY 837 IN
 CQ2705'CARLTON, TURN LEFT AND NORTHWEST AND CONTINUE ON STATE HIGHWAY
 CQ2705'151 FOR 2.9 MILES TO ITS INTERSECTION WITH STATE HIGHWAY 837 IN
 CQ2705'FROST TOWN.  THE STATION IS SET AT THE SOUTHWEST CORNER OF A
 CQ2705'CEMETERY AT THIS INTERSECTION.
 CQ2705'
 CQ2705'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG
 CQ2705'STATE HIGHWAY 837 FOR APPROXIMATELY 0.35 MILE TO THE MARK WHICH
 CQ2705'IS SET ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR A DRIVE TO A
 CQ2705'RESIDENCE.
 CQ2705'
 CQ2705'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2705'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2705'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2705'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2705'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2705'SURFACE.  THEY ARE STAMPED FROST 1971.  THE MARK IS 60 FEET
 CQ2705'NORTH-NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 151 AND 837,
 CQ2705'49 FEET NORTH OF THE CENTER OF STATE HIGHWAY 837, 16 FEET
 CQ2705'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FROST TOWN GROCERY
 CQ2705'STORE, 16 FEET NORTHWEST OF A POWER POLE, 2.5 FEET
 CQ2705'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE FROST CEMETERY AND
 CQ2705'1.5 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CQ2705'
 CQ2705'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2705'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2705'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2705'THE GROUND.  IT IS STAMPED FROST R.M. 1 1971.  IT IS 93 FEET
 CQ2705'NORTH OF THE CENTER OF STATE HIGHWAY 837, 31 FEET SOUTH-SOUTHEAST
 CQ2705'OF A CHINA BERRY TREE, 26 FEET SOUTHEAST OF THE NORTHEAST CORNER
 CQ2705'OF THE FROST TOWN GROCERY STORE, AND 1.5 FEET WEST OF A CHAIN LINK
 CQ2705'FENCE AROUND THE FROST CEMETERY.
 CQ2705'
 CQ2705'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2705'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2705'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2705'THE GROUND.  IT IS STAMPED FROST R.M. 2 1971.  IT IS 60 FEET
 CQ2705'WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 31 FEET NORTH OF
 CQ2705'THE CENTER OF STATE HIGHWAY 837, 16 FEET SOUTHEAST OF A POWER POLE,
 CQ2705'AND 3 FEET SOUTH-SOUTHWEST OF A CEMETERY FENCE.
 CQ2705'
 CQ2705'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2705'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2705'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CQ2705'ABOVE THE GROUND.  IT IS STAMPED FROST AZ.MK. 1971.  IT IS 53
 CQ2705'FEET SOUTHEAST OF THE CENTER OF A GRAVEL DRIVE TO A RESIDENCE, 28
 CQ2705'FEET WEST OF A 10 INCH PINE TREE, 28 FEET SOUTH OF THE CENTER OF
 CQ2705'STATE HIGHWAY 837, 1.5 FEET NORTH OF A FENCE, AND 1.5 FEET WEST
 CQ2705'OF A METAL WITNESS POST AND SIGN.
 CQ2705'
 CQ2705'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4361 ***********************************************************************
 BJ4361  DESIGNATION -  FROST LOT
 BJ4361  PID         -  BJ4361
 BJ4361  STATE/COUNTY-  LA/LIVINGSTON
 BJ4361  USGS QUAD   -  FROST (1980)
 BJ4361
 BJ4361                         *CURRENT SURVEY CONTROL
 BJ4361  ___________________________________________________________________
 BJ4361* NAD 83(1992)-  30 22 58.21121(N)    090 44 18.65972(W)     ADJUSTED  
 BJ4361* NAVD 88     -                                                        
 BJ4361  ___________________________________________________________________
 BJ4361  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ4361  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ4361
 BJ4361  HORZ ORDER  -  THIRD
 BJ4361
 BJ4361.The horizontal coordinates were established by classical geodetic methods
 BJ4361.and adjusted by the National Geodetic Survey in January 1993..
 BJ4361
 BJ4361
 BJ4361.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4361
 BJ4361.The geoid height was determined by GEOID03.
 BJ4361
 BJ4361;                    North         East     Units Scale Factor Converg.
 BJ4361;SPC LA S     -   208,851.541 1,057,166.852   MT  0.99994789   +0 17 50.7
 BJ4361;SPC LA S     -   685,207.10  3,468,388.25   sFT  0.99994789   +0 17 50.7
 BJ4361;UTM  15      - 3,363,377.677   717,300.546   MT  1.00018257   +1 08 39.3
 BJ4361
 BJ4361                          SUPERSEDED SURVEY CONTROL
 BJ4361
 BJ4361  NAD 83(1986)-  30 22 58.22849(N)    090 44 18.65860(W) AD(       ) 4
 BJ4361  NAD 27      -  30 22 57.53344(N)    090 44 18.31763(W) AD(       ) 3
 BJ4361
 BJ4361.Superseded values are not recommended for survey control.
 BJ4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4361.See file dsdata.txt to determine how the superseded data were derived.
 BJ4361
 BJ4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1730163378(NAD 83)
 BJ4361_MARKER: 57 = LOOKOUT TOWER
 BJ4361
 BJ4361  HISTORY     - Date     Condition        Report By
 BJ4361  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4361
 BJ4361                          STATION DESCRIPTION
 BJ4361
 BJ4361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4361'1.45 MILES SOUTH OF FROST AND ABOUT 230 FEET WEST OF THE CENTERLINE
 BJ4361'OF STATE HIGHWAY 63.
 BJ4361'
 BJ4361'A MEASUREMENT WAS MADE TO TRIANGULATION STATION FROST, DISTANCE BEING
 BJ4361'89.12 FEET OR 27.164 METERS NORTHEAST OF STATION FROST.
 BJ4361'
 BJ4361'THE POINT MEASURED TO IS THE CENTER OF THE LEGS FOR THE LOOKOUT
 BJ4361'TOWER.
 BJ4361'
 BJ4361'IT IS A FOUR LEGGED STEEL STRUCTURE 120 FEET ABOVE THE GROUND SURFACE
 BJ4361'THAT IS OWNED AND OPERATED BY THE LOUISIANA FORESTRY COMMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4514 ***********************************************************************
 BJ4514  DESIGNATION -  FROST SHELL PIPELINE MAST
 BJ4514  PID         -  BJ4514
 BJ4514  STATE/COUNTY-  LA/LIVINGSTON
 BJ4514  USGS QUAD   -  FRENCH SETTLEMENT (1991)
 BJ4514
 BJ4514                         *CURRENT SURVEY CONTROL
 BJ4514  ___________________________________________________________________
 BJ4514* NAD 83(1992)-  30 22 18.39799(N)    090 46 15.05284(W)     ADJUSTED  
 BJ4514* NAVD 88     -                                                        
 BJ4514  ___________________________________________________________________
 BJ4514  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4514  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ4514
 BJ4514  HORZ ORDER  -  THIRD
 BJ4514
 BJ4514.The horizontal coordinates were established by classical geodetic methods
 BJ4514.and adjusted by the National Geodetic Survey in January 1993..
 BJ4514
 BJ4514
 BJ4514.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4514
 BJ4514.The geoid height was determined by GEOID03.
 BJ4514
 BJ4514;                    North         East     Units Scale Factor Converg.
 BJ4514;SPC LA S     -   207,609.916 1,054,065.576   MT  0.99994662   +0 16 52.5
 BJ4514;SPC LA S     -   681,133.53  3,458,213.48   sFT  0.99994662   +0 16 52.5
 BJ4514;UTM  15      - 3,362,090.076   714,217.252   MT  1.00016615   +1 07 39.0
 BJ4514
 BJ4514                          SUPERSEDED SURVEY CONTROL
 BJ4514
 BJ4514  NAD 83(1986)-  30 22 18.41505(N)    090 46 15.05174(W) AD(       ) 4
 BJ4514  NAD 27      -  30 22 17.71990(N)    090 46 14.70982(W) AD(       ) 3
 BJ4514
 BJ4514.Superseded values are not recommended for survey control.
 BJ4514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4514.See file dsdata.txt to determine how the superseded data were derived.
 BJ4514
 BJ4514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1421762090(NAD 83)
 BJ4514
 BJ4514  HISTORY     - Date     Condition        Report By
 BJ4514  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4514
 BJ4514                          STATION DESCRIPTION
 BJ4514
 BJ4514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4514'THE TOP CENTER OF THE FROST, SHELL PIPELINE CORPORATION MAST, OWNED
 BJ4514'BY THE SHELL OIL COMPANY, LOCATED 8 MILES SOUTH-SOUTHEAST OF
 BJ4514'LIVINGSTON, 4.5 MILES NORTH-NORTHWEST OF PORT VINCENT AND ON THE
 BJ4514'EAST SIDE OF STATE HIGHWAY 42.  IT IS A STEEL STRUCTURE, TRIANGULAR
 BJ4514'AND CROSS SECTIONED, 210 FEET IN HEIGHT, GUYED, UNPAINTED AND HAS
 BJ4514'TWO ROUND DISHES NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1876 ***********************************************************************
 CP1876  DESIGNATION -  FT NECESSITY
 CP1876  PID         -  CP1876
 CP1876  STATE/COUNTY-  LA/FRANKLIN
 CP1876  USGS QUAD   -  FT NECESSITY (1983)
 CP1876
 CP1876                         *CURRENT SURVEY CONTROL
 CP1876  ___________________________________________________________________
 CP1876* NAD 83(1986)-  32 02 53.     (N)    091 49 03.     (W)     SCALED    
 CP1876* NAVD 88     -        20.31   (+/-2cm)      66.6    (feet)  VERTCON   
 CP1876  ___________________________________________________________________
 CP1876  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP1876
 CP1876  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1876
 CP1876.The horizontal coordinates were scaled from a topographic map and have
 CP1876.an estimated accuracy of +/- 6 seconds.
 CP1876
 CP1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1876.The vertical order pertains to the NGVD 29 superseded value.
 CP1876
 CP1876.The geoid height was determined by GEOID03.
 CP1876
 CP1876;                    North         East    Units  Estimated Accuracy
 CP1876;SPC LA N     -   171,840.    1,064,450.      MT  (+/- 180 meters Scaled)
 CP1876
 CP1876                          SUPERSEDED SURVEY CONTROL
 CP1876
 CP1876  NGVD 29 (??/??/92)   20.327  (m)           66.69   (f) ADJ UNCH    1 2
 CP1876
 CP1876.Superseded values are not recommended for survey control.
 CP1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1876.See file dsdata.txt to determine how the superseded data were derived.
 CP1876
 CP1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR116463(NAD 83)
 CP1876_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1876_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1876_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1876_STAMPING: FT NECESSITY
 CP1876_MARK LOGO: USE   
 CP1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1876+STABILITY: SURFACE MOTION
 CP1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1876+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1987
 CP1876
 CP1876  HISTORY     - Date     Condition        Report By
 CP1876  HISTORY     - UNK      MONUMENTED       DOD
 CP1876  HISTORY     - 1969     GOOD             LADTD
 CP1876  HISTORY     - 19871105 GOOD             LADTD
 CP1876
 CP1876                          STATION DESCRIPTION
 CP1876
 CP1876'DESCRIBED BY LA TRANSP AND DEV 1969
 CP1876'IN FT NECESSITY.
 CP1876'IN FT. NECESSITY AT THE JUNCTION OF LOUISIANA HIGHWAY 4 AND 562, 42.0
 CP1876'FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 4, 131.0 FEET NORTHEAST
 CP1876'OF THE NORTHEAST CORNER OF A WOOD BUILDING HOUSING GILMORES STORE AND
 CP1876'U.S. POST OFFICE, 6 FEET NORTH OF A BARBWIRE FENCE, 28.0 FEET WEST OF
 CP1876'A 20 INCH GUM TREE, 69.0 FEET EAST OF CENTERLINE OF A GRAVEL ROAD
 CP1876'LEADING NORTH.  A 4 INCH STEEL PIPE WITH STANDARD U.S.E. BRASS CAP
 CP1876'PROJECTING 12 INCHES ABOVE GROUND.  A METAL WITNESS POST IS SET 5.0
 CP1876'FEET SOUTH OF THE MARK.
 CP1876
 CP1876                          STATION RECOVERY (1987)
 CP1876
 CP1876'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1876'THE STATION IS LOCATED IN FORT NECESSITY IN SECTION 1, T 12 N, R 6 E,
 CP1876'AT THE JUNCTION OF STATE HIGHWAYS 4 AND 562.  OWNERSHIP--LOUISIANA
 CP1876'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP1876'THE STATION IS 39.6 M (129.9 FT) NORTHEAST AND ACROSS STATE HIGHWAY 4
 CP1876'FROM THE NORTHEAST CORNER OF THE GILMORES TV SHOP, MERCANTILE STORE
 CP1876'AND THE FORT NECESSITY POST OFFICE, 20.7 M (67.9 FT) EAST FROM THE
 CP1876'CENTER OF A DIRT ROAD LEADING NORTH, 9.4 M (30.8 FT) EAST FROM A
 CP1876'40-INCH GUM TREE, 1.8 M (5.9 FT) NORTH FROM A FENCE AND 1.4 M
 CP1876'(4.6 FT) NORTH FROM A METAL WITNESS POST.  THE MARK IS PROJECTING 36
 CP1876'CM ABOVE THE GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 CP1876'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1877 ***********************************************************************
 CP1877  DESIGNATION -  FT NECESSITY BOLT
 CP1877  PID         -  CP1877
 CP1877  STATE/COUNTY-  LA/FRANKLIN
 CP1877  USGS QUAD   -  FT NECESSITY (1983)
 CP1877
 CP1877                         *CURRENT SURVEY CONTROL
 CP1877  ___________________________________________________________________
 CP1877* NAD 83(1986)-  32 02 53.     (N)    091 49 03.     (W)     SCALED    
 CP1877* NAVD 88     -        19.07   (+/-2cm)      62.6    (feet)  VERTCON   
 CP1877  ___________________________________________________________________
 CP1877  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP1877
 CP1877  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1877
 CP1877.The horizontal coordinates were scaled from a topographic map and have
 CP1877.an estimated accuracy of +/- 6 seconds.
 CP1877
 CP1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1877.The vertical order pertains to the NGVD 29 superseded value.
 CP1877
 CP1877.The geoid height was determined by GEOID03.
 CP1877
 CP1877;                    North         East    Units  Estimated Accuracy
 CP1877;SPC LA N     -   171,840.    1,064,450.      MT  (+/- 180 meters Scaled)
 CP1877
 CP1877                          SUPERSEDED SURVEY CONTROL
 CP1877
 CP1877  NGVD 29 (??/??/92)   19.091  (m)           62.63   (f) ADJ UNCH    1 2
 CP1877
 CP1877.Superseded values are not recommended for survey control.
 CP1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1877.See file dsdata.txt to determine how the superseded data were derived.
 CP1877
 CP1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR116463(NAD 83)
 CP1877_MARKER: B = BOLT
 CP1877_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1877_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1877_STAMPING: FT. NECESSITY
 CP1877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1877
 CP1877  HISTORY     - Date     Condition        Report By
 CP1877  HISTORY     - UNK      MONUMENTED       DOD
 CP1877  HISTORY     - 1969     GOOD             LADTD
 CP1877
 CP1877                          STATION DESCRIPTION
 CP1877
 CP1877'DESCRIBED BY LA TRANSP AND DEV 1969
 CP1877'IN FT NECESSITY.
 CP1877'IN FT. NECESSITY AT THE JUNCTION OF LOUISIANA HIGHWAY 4 AND 562, 42.0
 CP1877'FEET NORTH OF CENTERLINE OF LOUISIANA HIGHWAY 4, 131.0 FEET NORTHEAST
 CP1877'OF THE NORTHEAST CORNER OF A WOOD BUILDING HOUSING GILMORES STORE AND
 CP1877'U.S. POST OFFICE, 6 FEET NORTH OF A BARBWIRE FENCE, 28.0 FEET WEST OF
 CP1877'A 20 INCH GUM TREE, 69.0 FEET EAST OF CENTERLINE OF A GRAVEL ROAD
 CP1877'LEADING NORTH.  A COPPER BOLT SET IN CONCRETE, ACCESS TO WHICH IS HAD
 CP1877'THROUGH A 4 INCH STEEL PIPE WITH STANDARD U.S.E. BRASS CAP PROJECTING
 CP1877'12 INCHES ABOVE GROUND.  A METAL WITNESS POST IS SET 5.0 FEET SOUTH OF
 CP1877'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2995 ***********************************************************************
 CQ2995  DESIGNATION -  FT WORTH ATLANTA AIRWAY BCN 25
 CQ2995  PID         -  CQ2995
 CQ2995  STATE/COUNTY-  LA/BIENVILLE
 CQ2995  USGS QUAD   -  GIBSLAND (1986)
 CQ2995
 CQ2995                         *CURRENT SURVEY CONTROL
 CQ2995  ___________________________________________________________________
 CQ2995* NAD 83(1992)-  32 31 53.09239(N)    093 03 01.65892(W)     ADJUSTED  
 CQ2995* NAVD 88     -                                                        
 CQ2995  ___________________________________________________________________
 CQ2995  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 CQ2995  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2995
 CQ2995  HORZ ORDER  -  THIRD
 CQ2995
 CQ2995.The horizontal coordinates were established by classical geodetic methods
 CQ2995.and adjusted by the National Geodetic Survey in January 1993..
 CQ2995
 CQ2995
 CQ2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2995
 CQ2995.The geoid height was determined by GEOID03.
 CQ2995
 CQ2995;                    North         East     Units Scale Factor Converg.
 CQ2995;SPC LA N     -   225,369.368   948,289.140   MT  0.99997196   -0 17 27.7
 CQ2995;SPC LA N     -   739,399.33  3,111,178.62   sFT  0.99997196   -0 17 27.7
 CQ2995;UTM  15      - 3,599,342.586   495,261.402   MT  0.99960028   -0 01 37.7
 CQ2995
 CQ2995                          SUPERSEDED SURVEY CONTROL
 CQ2995
 CQ2995  NAD 83(1986)-  32 31 53.10548(N)    093 03 01.64942(W) AD(       ) 4
 CQ2995  NAD 27      -  32 31 52.55500(N)    093 03 01.06700(W) AD(       ) 3
 CQ2995
 CQ2995.Superseded values are not recommended for survey control.
 CQ2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2995.See file dsdata.txt to determine how the superseded data were derived.
 CQ2995
 CQ2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9526199343(NAD 83)
 CQ2995_MARKER: 22 = AIRWAY BEACON
 CQ2995
 CQ2995  HISTORY     - Date     Condition        Report By
 CQ2995  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2995
 CQ2995                          STATION DESCRIPTION
 CQ2995
 CQ2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ2995'BEACON IS ABOUT 1 MILE SE OF THE TOWN OF GIBSLAND IN A FIELD
 CQ2995'ABOUT 50 YARDS E OF STATE HIGHWAY 89.  BEACON IS OF STANDARD
 CQ2995'CONSTRUCTION AND IS NO. 25 ON THE LINE FORT WORTH, TEXAS
 CQ2995'TO ATLANTA, GEORGIA.  THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3025 ***********************************************************************
 CQ3025  DESIGNATION -  FT WORTH ATLANTA AIRWAY BCN 23
 CQ3025  PID         -  CQ3025
 CQ3025  STATE/COUNTY-  LA/WEBSTER
 CQ3025  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3025
 CQ3025                         *CURRENT SURVEY CONTROL
 CQ3025  ___________________________________________________________________
 CQ3025* NAD 83(1992)-  32 32 04.29123(N)    093 17 42.48879(W)     ADJUSTED  
 CQ3025* NAVD 88     -                                                        
 CQ3025  ___________________________________________________________________
 CQ3025  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CQ3025  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ3025
 CQ3025  HORZ ORDER  -  THIRD
 CQ3025
 CQ3025.The horizontal coordinates were established by classical geodetic methods
 CQ3025.and adjusted by the National Geodetic Survey in January 1993..
 CQ3025
 CQ3025
 CQ3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3025
 CQ3025.The geoid height was determined by GEOID03.
 CQ3025
 CQ3025;                    North         East     Units Scale Factor Converg.
 CQ3025;SPC LA N     -   225,857.021   925,307.000   MT  0.99997254   -0 25 13.4
 CQ3025;SPC LA N     -   740,999.24  3,035,778.05   sFT  0.99997254   -0 25 13.4
 CQ3025;UTM  15      - 3,599,724.689   472,285.736   MT  0.99960947   -0 09 31.4
 CQ3025
 CQ3025                          SUPERSEDED SURVEY CONTROL
 CQ3025
 CQ3025  NAD 83(1986)-  32 32 04.30406(N)    093 17 42.48173(W) AD(       ) 4
 CQ3025  NAD 27      -  32 32 03.75800(N)    093 17 41.87600(W) AD(       ) 3
 CQ3025
 CQ3025.Superseded values are not recommended for survey control.
 CQ3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3025.See file dsdata.txt to determine how the superseded data were derived.
 CQ3025
 CQ3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7228699725(NAD 83)
 CQ3025_MARKER: 22 = AIRWAY BEACON
 CQ3025
 CQ3025  HISTORY     - Date     Condition        Report By
 CQ3025  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ3025  HISTORY     - 1950     GOOD             CGS
 CQ3025  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ3025
 CQ3025                          STATION DESCRIPTION
 CQ3025
 CQ3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3025'BEACON IS ABOUT 0.25 MILE S OF SIBLEY, LOUISIANA IN A FIELD
 CQ3025'ABOUT 100 YARDS E OF STATE HIGHWAY 90.
 CQ3025'
 CQ3025'BEACON IS OF STANDARD CONSTRUCTION, AND IS NO. 23 ON THE LINE
 CQ3025'FORT WORTH, TEXAS TO ATLANTA, GEORGIA.
 CQ3025'
 CQ3025'THIS IS AN INTERSECTION STATION.
 CQ3025
 CQ3025                          STATION RECOVERY (1950)
 CQ3025
 CQ3025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3025'THE STATION IS LOCATED 0.5 MILE SOUTH OF THE TOWN OF SIBLEY,
 CQ3025'AND ABOUT 500 FEET EAST OF STATE ROUTE 90.
 CQ3025'
 CQ3025'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE BEACON
 CQ3025'ON TOP, AND HAS AN OVERALL HEIGHT OF 75 FEET.
 CQ3025'
 CQ3025'LIGHT WAS OBJECT OBSERVED.
 CQ3025'
 CQ3025'TO REACH FROM THE JUNCTION OF STATE ROUTE 90, AND STATE
 CQ3025'ROUTE 560, IN THE SOUTH SIDE OF THE TOWN OF SIBLEY, GO SOUTH
 CQ3025'ON STATE ROUTE 90 FOR 0.4 MILE TO STATION ON LEFT.
 CQ3025'
 CQ3025'PROBABLY THE SAME STATION AS AIRWAY BEACON NO. 23, FT.
 CQ3025'WORTH-ATLANTA, 1941.
 CQ3025
 CQ3025                          STATION RECOVERY (2002)
 CQ3025
 CQ3025'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ3025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3244 ***********************************************************************
 CQ3244  DESIGNATION -  FT WORTH ATLANTA AIRWAY BCN 22
 CQ3244  PID         -  CQ3244
 CQ3244  STATE/COUNTY-  LA/BOSSIER
 CQ3244  USGS QUAD   -  EASTWOOD (1975)
 CQ3244
 CQ3244                         *CURRENT SURVEY CONTROL
 CQ3244  ___________________________________________________________________
 CQ3244* NAD 83(1992)-  32 31 59.74527(N)    093 31 49.40592(W)     ADJUSTED  
 CQ3244* NAVD 88     -                                                        
 CQ3244  ___________________________________________________________________
 CQ3244  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CQ3244  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3244
 CQ3244  HORZ ORDER  -  THIRD
 CQ3244
 CQ3244.The horizontal coordinates were established by classical geodetic methods
 CQ3244.and adjusted by the National Geodetic Survey in January 1993..
 CQ3244
 CQ3244
 CQ3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3244
 CQ3244.The geoid height was determined by GEOID03.
 CQ3244
 CQ3244;                    North         East     Units Scale Factor Converg.
 CQ3244;SPC LA N     -   225,903.127   903,207.034   MT  0.99997230   -0 32 41.2
 CQ3244;SPC LA N     -   741,150.51  2,963,271.74   sFT  0.99997230   -0 32 41.2
 CQ3244;UTM  15      - 3,599,670.300   450,193.599   MT  0.99963059   -0 17 06.9
 CQ3244
 CQ3244                          SUPERSEDED SURVEY CONTROL
 CQ3244
 CQ3244  NAD 83(1986)-  32 31 59.75843(N)    093 31 49.39744(W) AD(       ) 4
 CQ3244  NAD 27      -  32 31 59.21300(N)    093 31 48.79000(W) AD(       ) 3
 CQ3244
 CQ3244.Superseded values are not recommended for survey control.
 CQ3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3244.See file dsdata.txt to determine how the superseded data were derived.
 CQ3244
 CQ3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5019499670(NAD 83)
 CQ3244_MARKER: 42 = RADIO/TV MAST
 CQ3244
 CQ3244  HISTORY     - Date     Condition        Report By
 CQ3244  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ3244  HISTORY     - 20020302 GOOD             USPSQD
 CQ3244  HISTORY     - 20031108 GOOD             USPSQD
 CQ3244
 CQ3244                          STATION DESCRIPTION
 CQ3244
 CQ3244'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3244'THIS INTERSECTION STATION IS ABOUT 1-1/2 MILES W OF THE
 CQ3244'TOWN OF HOUGHTON, LOUISIANA.  THE BEACON IS OF STANDARD
 CQ3244'CONSTRUCTION, NO. 22 ON THE LINE FORT WORTH, TEXAS TO ATLANTA,
 CQ3244'GEORGIA.  STATION NOT VISITED.
 CQ3244
 CQ3244                          STATION RECOVERY (2002)
 CQ3244
 CQ3244'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 CQ3244'RECOVERED IN GOOD CONDITION.
 CQ3244
 CQ3244                          STATION RECOVERY (2003)
 CQ3244
 CQ3244'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3297 ***********************************************************************
 AU3297  DESIGNATION -  FUCHS
 AU3297  PID         -  AU3297
 AU3297  STATE/COUNTY-  LA/ORLEANS
 AU3297  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3297
 AU3297                         *CURRENT SURVEY CONTROL
 AU3297  ___________________________________________________________________
 AU3297* NAD 83(1992)-  29 58 20.75072(N)    090 07 32.94309(W)     ADJUSTED  
 AU3297* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 AU3297  **This station is located in a subsidence area (see below).
 AU3297  ___________________________________________________________________
 AU3297  X           -     -12,142.958 (meters)                     COMP
 AU3297  Y           -  -5,529,747.233 (meters)                     COMP
 AU3297  Z           -   3,167,713.149 (meters)                     COMP
 AU3297  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3297  ELLIP HEIGHT-         -27.12  (meters)          (09/30/02) GPS OBS
 AU3297  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU3297  DYNAMIC HT  -          -0.9   (meters)      -3.    (feet)  COMP
 AU3297  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 AU3297
 AU3297  HORZ ORDER  -  FIRST
 AU3297  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3297  ELLP ORDER  -  FOURTH    CLASS II
 AU3297
 AU3297.The horizontal coordinates were established by GPS observations
 AU3297.and adjusted by the National Geodetic Survey in January 1993..
 AU3297
 AU3297 ** The orthometric height has not been validated since last determined
 AU3297 ** by differential leveling and should not be used for control purposes.
 AU3297 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3297 ** area with valid NAVD 88 orthometric heights.
 AU3297 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3297 ** epoch indicated which incorporates improved geoid heights for the
 AU3297 ** Southern Louisiana Subsidence area.
 AU3297 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3297.The orthometric height was scaled from a topographic map.
 AU3297.The vertical order pertains to the first NAVD 88 superseded value.
 AU3297
 AU3297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3297
 AU3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3297
 AU3297.The ellipsoidal height was determined by GPS observations
 AU3297.and is referenced to NAD 83.
 AU3297
 AU3297.The geoid height was determined by GEOID03.
 AU3297
 AU3297.The dynamic height is computed by dividing the NAVD 88
 AU3297.geopotential number by the normal gravity value computed on the
 AU3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3297.degrees latitude (g = 980.6199 gals.).
 AU3297
 AU3297.The modeled gravity was interpolated from observed gravity values.
 AU3297
 AU3297;                    North         East     Units Scale Factor Converg.
 AU3297;SPC LA S     -   163,824.521 1,116,530.103   MT  0.99992587   +0 36 13.6
 AU3297;SPC LA S     -   537,480.95  3,663,149.18   sFT  0.99992587   +0 36 13.6
 AU3297;UTM  15      - 3,319,207.569   777,343.517   MT  1.00054913   +1 26 12.5
 AU3297
 AU3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3297!SPC LA S     -   1.00000426  x   0.99992587  =   0.99993013
 AU3297!UTM  15      -   1.00000426  x   1.00054913  =   1.00055339
 AU3297
 AU3297                          SUPERSEDED SURVEY CONTROL
 AU3297
 AU3297  ELLIP H (01/21/93)  -27.10   (m)                       GP(       ) 4 2
 AU3297  NAD 83(1986)-  29 58 20.76789(N)    090 07 32.94061(W) AD(       ) 1
 AU3297  NAD 27      -  29 58 20.03466(N)    090 07 32.67735(W) AD(       ) 1
 AU3297  NAVD 88 (02/14/94)   -0.899  (m)           -2.95   (f) UNKNOWN     1 2
 AU3297  NGVD 29 (05/21/91)   -0.838  (m)           -2.75   (f) ADJUSTED    1 2
 AU3297
 AU3297.Superseded values are not recommended for survey control.
 AU3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3297.See file dsdata.txt to determine how the superseded data were derived.
 AU3297
 AU3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7734419208(NAD 83)
 AU3297_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3297_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AU3297_SP_SET: CULVERT
 AU3297_STAMPING: FUCHS JPE 1987
 AU3297_MARK LOGO: NGS   
 AU3297_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3297+STABILITY: SURFACE MOTION
 AU3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3297+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1995
 AU3297
 AU3297  HISTORY     - Date     Condition        Report By
 AU3297  HISTORY     - 1987     MONUMENTED       LADTD
 AU3297  HISTORY     - 1987     GOOD             LADTD
 AU3297  HISTORY     - 19901115 GOOD             NGS
 AU3297  HISTORY     - 19950123 GOOD             NGS
 AU3297
 AU3297                          STATION DESCRIPTION
 AU3297
 AU3297'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3297'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI)
 AU3297'EAST OF THE JUNCTION OF STATE HIGHWAY 61 AND CAUSEWAY BOULEVARD ON
 AU3297'THE JEFFERSON-ORLEANS PARISH LINE.
 AU3297'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3297'
 AU3297'TO REACH THE STATION FROM THE JUNCTION OF AIRLINE HIGHWAY AND
 AU3297'CAUSEWAY BOULEVARD, GO EAST FOR 2.93 KM (1.8 MI) ON AIRLINE HIGHWAY
 AU3297'TO A CANAL AND A PAVED STREET AND THE STATION ON THE LEFT.
 AU3297'
 AU3297'THE STATION IS A STANDARD NGS DISK
 AU3297'STAMPED---FUCHS JPE 1987---,
 AU3297'SET INTO A DRILL HOLE IN THE EXPOSED ROOF OF A CONCRETE CULVERT.
 AU3297'16.2 METERS (53.2 FT) NORTH FROM THE NORTH CURB OF THE HIGHWAY,
 AU3297'13 METERS (42.7 FT) WEST FROM THE CENTER OF THE PAVED STREET,
 AU3297'3.8 METERS (12.5 FT) WEST-SOUTHWEST FROM THE NORTHEAST CORNER OF
 AU3297'CULVERT,
 AU3297'3.8 METERS (12.5 FT) SOUTHEAST FROM THE NORTHWEST CORNER OF THE
 AU3297'CULVERT AND
 AU3297'1.6 METERS (5.3 FT) SOUTH-SOUTHEAST FROM THE NORTH EDGE OF THE
 AU3297'CULVERT.
 AU3297
 AU3297                          STATION RECOVERY (1987)
 AU3297
 AU3297'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AU3297'RECOVERED IN GOOD CONDITION.
 AU3297
 AU3297                          STATION RECOVERY (1990)
 AU3297
 AU3297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3297'IN NEW ORLEANS, AT THE INTERSECTION OF AIRLINE HIGHWAY AND CECIL
 AU3297'STREET, IN THE NORTHEAST END OF A BOX CULVERT UNDER THE HIGHWAY, 17.0
 AU3297'M (55.8 FT) NORTH-NORTHEAST OF THE NORTHEAST CURB OF THE WESTBOUND
 AU3297'LANES OF THE HIGHWAY, 12.9 M (42.3 FT) WEST OF THE STREET CENTER, 3.5
 AU3297'M (11.5 FT) WEST OF THE EAST EDGE OF THE CULVERT, 3.5 M (11.5 FT)
 AU3297'EAST OF THE WEST EDGE OF THE CULVERT, AND 0.3 M (1.0 FT) BELOW THE
 AU3297'LEVEL OF THE HIGHWAY.
 AU3297
 AU3297                          STATION RECOVERY (1995)
 AU3297
 AU3297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AU3297'IN NEW ORLEANS, AT THE INTERSECTION OF AIRLINE HIGHWAY (U.S. HIGHWAY
 AU3297'61) AND CECIL STREET, NEAR THE NORTHEAST END OF A CONCRETE BOX CULVERT
 AU3297'UNDER THE HIGHWAY, 23.7 M (77.8 FT) NORTH OF THE CENTERLINE OF THE
 AU3297'WESTBOUND LANES OF THE HIGHWAY, 13.2 M (43.3 FT) WEST OF THE STREET
 AU3297'CENTER, 3.4 M (11.2 FT) EAST OF THE WEST EDGE OF THE CULVERT, 1.6 M
 AU3297'(5.2 FT) SOUTH OF THE NORTH EDGE OF THE CULVERT, AND 0.9 M (3.0 FT)
 AU3297'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3330 ***********************************************************************
 AU3330  DESIGNATION -  FUCHS AZ MK
 AU3330  PID         -  AU3330
 AU3330  STATE/COUNTY-  LA/ORLEANS
 AU3330  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3330
 AU3330                         *CURRENT SURVEY CONTROL
 AU3330  ___________________________________________________________________
 AU3330* NAD 83(1992)-  29 58 17.42982(N)    090 07 20.14158(W)     ADJUSTED  
 AU3330* NAVD 88     -        -0.5  **(meters)      -2.   **(feet)  VERTCON   
 AU3330  **This station is located in a subsidence area (see below).
 AU3330  ___________________________________________________________________
 AU3330  X           -     -11,799.872 (meters)                     COMP
 AU3330  Y           -  -5,529,799.295 (meters)                     COMP
 AU3330  Z           -   3,167,624.701 (meters)                     COMP
 AU3330  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU3330  ELLIP HEIGHT-         -26.85  (meters)          (01/21/03) GPS OBS
 AU3330  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU3330
 AU3330  HORZ ORDER  -  FIRST
 AU3330  ELLP ORDER  -  FOURTH    CLASS II
 AU3330
 AU3330.The horizontal coordinates were established by GPS observations
 AU3330.and adjusted by the National Geodetic Survey in January 1993..
 AU3330
 AU3330 ** The orthometric height has not been validated since last determined
 AU3330 ** by differential leveling and should not be used for control purposes.
 AU3330 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3330 ** area with valid NAVD 88 orthometric heights.
 AU3330 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3330 ** epoch indicated which incorporates improved geoid heights for the
 AU3330 ** Southern Louisiana Subsidence area.
 AU3330 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3330
 AU3330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3330
 AU3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3330
 AU3330.The ellipsoidal height was determined by GPS observations
 AU3330.and is referenced to NAD 83.
 AU3330
 AU3330.The geoid height was determined by GEOID03.
 AU3330
 AU3330;                    North         East     Units Scale Factor Converg.
 AU3330;SPC LA S     -   163,725.898 1,116,874.337   MT  0.99992587   +0 36 20.0
 AU3330;SPC LA S     -   537,157.38  3,664,278.55   sFT  0.99992587   +0 36 20.0
 AU3330;UTM  15      - 3,319,113.902   777,689.364   MT  1.00055150   +1 26 18.8
 AU3330
 AU3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3330!SPC LA S     -   1.00000422  x   0.99992587  =   0.99993009
 AU3330!UTM  15      -   1.00000422  x   1.00055150  =   1.00055572
 AU3330
 AU3330                          SUPERSEDED SURVEY CONTROL
 AU3330
 AU3330  ELLIP H (01/21/93)  -26.81   (m)                       GP(       ) 4 2
 AU3330  NAD 83(1986)-  29 58 17.44680(N)    090 07 20.13906(W) AD(       ) 1
 AU3330  NGVD 29 (02/23/90)   -0.5    (m)           -2.     (f) GPS OBS        
 AU3330
 AU3330.Superseded values are not recommended for survey control.
 AU3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3330.See file dsdata.txt to determine how the superseded data were derived.
 AU3330
 AU3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7768919114(NAD 83)
 AU3330_MARKER: DZ = AZIMUTH MARK DISK
 AU3330_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AU3330_SP_SET: WALKWAY
 AU3330_STAMPING: FUCHS 1988
 AU3330_MARK LOGO: LADTD 
 AU3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3330+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 AU3330
 AU3330  HISTORY     - Date     Condition        Report By
 AU3330  HISTORY     - 1988     MONUMENTED       LADTD
 AU3330  HISTORY     - 19890125 GOOD
 AU3330
 AU3330                          STATION DESCRIPTION
 AU3330
 AU3330'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3330'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF THE
 AU3330'SUPERDOME AND 3.2 KM (2.00 MI) EAST OF THE JUNCTION OF U S HIGHWAY 61
 AU3330'AND CAUSEWAY BLVD.  OWNERSHIP--CITY OF NEW ORLEANS.
 AU3330'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3330'SOUTH CARROLLTON AVE GO SOUTH FOR 0.7 KM (0.45 MI) ON SOUTH CARROLLTON
 AU3330'AVE TO THE JUNCTION WITH OLIVE STREET.  TURN RIGHT AND GO WEST FOR 1.4
 AU3330'KM (0.85 MI) ON OLIVE STREET TO THE JUNCTION WITH CHERRY STREET NEAR
 AU3330'THE END OF OLIVE STREET.  TURN RIGHT AND GO NORTH FOR 0.08 KM
 AU3330'(0.05 MI) ON CHERRY STREET TO THE MARK ON THE RIGHT AT THE END OF
 AU3330'CHERRY STREET SET IN A DRILL HOLE IN AN OLD CONCRETE WALKWAY LEADING
 AU3330'ONTO THE RAILROAD TRACKS.
 AU3330'THE STATION IS 14.2 M (46.6 FT) WEST-NORTHWEST FORM THE NORTHWEST
 AU3330'CORNER OF HOUSE NUMBER 3421, 10.7 M (35.1 FT) EAST FROM THE EXTENDED
 AU3330'CENTER OF CHERRY STREET, 10.7 M (35.1 FT) SOUTH FROM THE SOUTH RAIL OF
 AU3330'THE RAILROAD, 4.7 M (15.4 FT) NORTHEAST FROM A POWER POLE WITH A
 AU3330'SECURITY LIGHT AND 4.4 M (14.4 FT) NORTH FROM A BRICK AND WROUGHT-IRON
 AU3330'FENCE.
 AU3330
 AU3330                          STATION RECOVERY (1989)
 AU3330
 AU3330'RECOVERED 1989
 AU3330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4611 ***********************************************************************
 BJ4611  DESIGNATION -  FUNSTON ECC
 BJ4611  PID         -  BJ4611
 BJ4611  STATE/COUNTY-  LA/LIVINGSTON
 BJ4611  USGS QUAD   -  ALBANY (1974)
 BJ4611
 BJ4611                         *CURRENT SURVEY CONTROL
 BJ4611  ___________________________________________________________________
 BJ4611* NAD 83(1992)-  30 30 18.15072(N)    090 34 56.98359(W)     ADJUSTED  
 BJ4611* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 BJ4611  ___________________________________________________________________
 BJ4611  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4611  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ4611
 BJ4611  HORZ ORDER  -  SECOND
 BJ4611
 BJ4611.The horizontal coordinates were established by classical geodetic methods
 BJ4611.and adjusted by the National Geodetic Survey in January 1993..
 BJ4611
 BJ4611.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4611
 BJ4611.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4611
 BJ4611.The geoid height was determined by GEOID03.
 BJ4611
 BJ4611;                    North         East     Units Scale Factor Converg.
 BJ4611;SPC LA S     -   222,486.383 1,072,072.828   MT  0.99996433   +0 22 31.5
 BJ4611;SPC LA S     -   729,940.74  3,517,292.27   sFT  0.99996433   +0 22 31.5
 BJ4611;UTM  15      - 3,377,235.721   732,006.658   MT  1.00026408   +1 13 39.8
 BJ4611
 BJ4611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4611!SPC LA S     -   1.00000225  x   0.99996433  =   0.99996658
 BJ4611!UTM  15      -   1.00000225  x   1.00026408  =   1.00026633
 BJ4611
 BJ4611|---------------------------------------------------------------------|
 BJ4611| PID    Reference Object                     Distance      Geod. Az  |
 BJ4611|                                                           dddmmss.s |
 BJ4611| CW1389 FUNSTON ECC RM 2                     33.407 METERS 00234     |
 BJ4611| BJ4188 NATALBANY LUMBER CO TANK            APPROX.10.6 KM 0625544.4 |
 BJ4611| BJ4627 FUNSTON ECC RM 1 1970                40.402 METERS 09050     |
 BJ4611| BJ4178 HAMMOND MUNICIPAL TANK              APPROX.11.7 KM 0921716.0 |
 BJ4611| BJ4335 PONCHATOULA LA CYPRESS CO STK       APPROX.15.9 KM 1233033.7 |
 BJ4611| BJ4336 PONCHATOULA LA CYPRESS CO TANK      APPROX.15.9 KM 1235352.5 |
 BJ4611| BJ4629 53E009 LDH 1968                       8.356 METERS 17929     |
 BJ4611| BJ0916 TT 13 L                              41.290 METERS 19100     |
 BJ4611| BJ4610 NO 1193 LA GS 1939                   86.933 METERS 19316     |
 BJ4611| BJ4612 FUNSTON LA GS 1939                    6.950 METERS 21722     |
 BJ4611| CW1388 FUNSTON ECC AZ MK                                  3560820.6 |
 BJ4611| BJ4628 FUNSTON ECC AZ MK RESET             APPROX. 0.6 KM 3583313.9 |
 BJ4611|---------------------------------------------------------------------|
 BJ4611
 BJ4611                          SUPERSEDED SURVEY CONTROL
 BJ4611
 BJ4611  NAD 83(1986)-  30 30 18.16730(N)    090 34 56.98118(W) AD(       ) 2
 BJ4611  NAD 27      -  30 30 17.48168(N)    090 34 56.65100(W) AD(       ) 2
 BJ4611  NGVD 29 (07/19/86)   12.7    (m)           42.     (f) VERT ANG       
 BJ4611
 BJ4611.Superseded values are not recommended for survey control.
 BJ4611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4611.See file dsdata.txt to determine how the superseded data were derived.
 BJ4611
 BJ4611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3200777236(NAD 83)
 BJ4611_MARKER: DS = TRIANGULATION STATION DISK
 BJ4611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4611
 BJ4611  HISTORY     - Date     Condition        Report By
 BJ4611  HISTORY     - 1939     MONUMENTED       CGS
 BJ4611  HISTORY     - 1955     GOOD             CGS
 BJ4611  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 BJ4611  HISTORY     - 1963     GOOD             CGS
 BJ4611  HISTORY     - 1968     GOOD             CGS
 BJ4611  HISTORY     - 1970     GOOD             NGS
 BJ4611
 BJ4611                          STATION DESCRIPTION
 BJ4611
 BJ4611'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4611'STATION IS LOCATED IN THE TOWN OF ALBANY.  340 FEET E OF
 BJ4611'THE E EDGE OF THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ4611'STATION.  31.9 FEET N OF THE N RAIL OF THE MAIN LINE TRACK.
 BJ4611'44 FEET E OF THE CENTER LINE OF THE N AND S ROAD.  AND
 BJ4611'109.25 FEET NW OF CENTER OF A RAILROAD SWITCH.  MARK
 BJ4611'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED
 BJ4611'FUNSTON ECC. 1939.
 BJ4611'
 BJ4611'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4611'DISKS SET IN CONCRETE.
 BJ4611'
 BJ4611'REFERENCE MARK NO. 1 IS 132.46 FEET, (40.373 METERS), W
 BJ4611'OF THE STATION.  28.4 FEET N OF THE N RAIL OF THE MAIN LINE
 BJ4611'TRACK.  AND 52 FEET NE OF THE CENTER OF THE RAILROAD SWITCH.
 BJ4611'MARK PROJECTS 5 INCHES ABOVE THE GROUND, AND IS
 BJ4611'STAMPED FUNSTON ECC. 1939 NO. 1.
 BJ4611'
 BJ4611'REFERENCE MARK NO. 2 IS 109.60 FEET, (33.407 METERS), N OF
 BJ4611'THE STATION.  43 FEET E OF THE CENTER LINE OF THE N AND
 BJ4611'S ROAD.  AND 56 FEET S OF THE S SIDE OF A GARAGE.  MARK,
 BJ4611'PROJECTS 5 INCHES ABOVE THE GROUND AND IS STAMPED
 BJ4611'FUNSTON ECC. 1939 NO. 2.
 BJ4611'
 BJ4611'BM-TT 13 L- 1931 (U.S.G.S. COOPERATION WITH STATE) IS 135.51
 BJ4611'FEET, (41.303 METERS), S OF THE STATION.  4 FEET E OF A
 BJ4611'FENCE CORNER.  24 FEET E OF THE N AND S ROAD.  AND 96.2 FEET
 BJ4611'S OF THE S RAIL OF THE MAIN LINE TRACK.  MARK IS A STANDARD U.S.
 BJ4611'GEOLOGICAL SURVEY COOPERATION WITH STATE DISK, STAMPED TT 13 L
 BJ4611'1931 AND IS SET IN A 7- BY 7-INCH CONCRETE POST PROJECTING
 BJ4611'2 INCHES ABOVE THE GROUND.
 BJ4611'
 BJ4611'1193-(U.S.C. AND G.S. AND STATE SURVEY) IS 285.21 FEET,
 BJ4611'(86.993 METERS), S OF THE STATION.  14.5 FEET N OF THECENTER
 BJ4611'LINE OF U.S. HIGHWAY 191.  9.5 FEET SE OF A TELEPHONE POLE.
 BJ4611'12 FEET W OF THE CENTER LINE OF A GRAVEL ROAD.  AND 5.6 FEET
 BJ4611'N OF THE N EDGE OF U.S. HIGHWAY 191.  MARK IS A STANDARD
 BJ4611'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK SET
 BJ4611'IN AN IRREGULAR MASS OF CONCRETE.  MARK IS FLUSH WITH THE
 BJ4611'SURFACE OF THE GROUND, AND IS STAMPED 1193.
 BJ4611'
 BJ4611'FUNSTON-(L.G.S.) IS 22.80 FEET, (6.950 METERS), SW OF THE
 BJ4611'STATION.  13.6 FEET N OF THE N RAIL OF THE MAIN LINE TRACK.
 BJ4611'AND 32 FEET E OF THE CENTER LINE OF THE N AND S ROAD.  MARK
 BJ4611'IS A STANDARD LOUISIANA GEODETIC SURVEY TRAVERSE STATION
 BJ4611'DISK SET IN A 12- BY 12-INCH CONCRETE POST PROJECTING 4 INCHES
 BJ4611'ABOVE THE GROUND, AND IS STAMPED FUNSTON.
 BJ4611'
 BJ4611'AZIMUTH MARK IS 0.35 MILE N OF THE STATION, IN THE N AND S
 BJ4611'FENCE LINE.  AND IS 18 FEET E OF THE CENTER LINE OF THE N
 BJ4611'AND S ROAD.  MARK PROJECTS 4 INCHES ABOVE THE
 BJ4611'GROUND, AND IS STAMPED FUNSTON ECC. 1939.
 BJ4611'
 BJ4611'A 116-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT WARD FOUR.
 BJ4611'
 BJ4611'A 116-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT MT. STEVENS.
 BJ4611'
 BJ4611'A 116-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT BUELL (L.G.S.)
 BJ4611'
 BJ4611'A 116-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT HAMMOND.
 BJ4611'
 BJ4611'A 116-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT
 BJ4611'PONCHATOULA.
 BJ4611'
 BJ4611'A 103-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT BREED.
 BJ4611'
 BJ4611'A 90-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT ALLEN
 BJ4611'(L.G.S.)
 BJ4611'
 BJ4611'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ4611
 BJ4611                          STATION RECOVERY (1955)
 BJ4611
 BJ4611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4611'THE STATION WAS VISITED.  THE STATION MARK WAS FOUND NEAR
 BJ4611'THE CENTER OF A SIDETRACK WHICH HAD BEEN LAID SINCE THE
 BJ4611'STATION WAS ESTABLISHED.  THE MARK WAS ABOUT 14 IN. BELOW THE
 BJ4611'SURFACE OF THE GROUND AND DIRECTLY UNDER A TIE.  THE CROSS
 BJ4611'TIE WAS MOVED SO THAT THE STATION COULD BE USED.  THE SURFACE
 BJ4611'MARK WAS UNDER 6 IN. OF WATER, SO THE MEASUREMENTS COULD
 BJ4611'NOT BE CHECKED.  REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 BJ4611'CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN STATE HIGHWAY
 BJ4611'46 WAS IMPROVED.  TT 13 L 1931 (U.S.G.S.) WAS FOUND IN GOOD
 BJ4611'CONDITION.  FUNSTON (LA. GEOD. S.) WAS FOUND DISTURBED
 BJ4611'AND NOT IN ITS ORIGINAL POSITION.  U.S.C. AND G.S. AND
 BJ4611'STATE SURVEY MARK NO. 1193 WAS NOT FOUND AT THIS DATE.  A NEW
 BJ4611'DESCRIPTION FOLLOWS--
 BJ4611'
 BJ4611'THE STATION IS LOCATED IN ALBANY, ALONG THE ILLINOIS CENTRAL
 BJ4611'RAILROAD, 340 FT. E OF THE SE CORNER OF THE RAILROAD STATION,
 BJ4611'NEAR THE CENTER OF A SIDETRACK ON THE N SIDE OF THE MAIN
 BJ4611'LINE, 14 IN. S OF THE N RAIL OF THE SIDETRACK, 45 FT. E OF
 BJ4611'THE CENTERLINE OF THE FIRST ROAD CROSSING E OF THE RAILROAD
 BJ4611'STATION, 31.9 FT. N OF THE N RAIL OF THE MAIN TRACK, 3.6 FT.
 BJ4611'N OF THE S RAIL OF THE SIDETRACK, AND 109 FT. W-NW OF A
 BJ4611'SWITCH STAND ON THE S SIDE OF THE MAIN LINE.  IT IS A STANDARD
 BJ4611'DISK, SET IN THE TOP OF A CONCRETE POST 14 IN. BELOW THE
 BJ4611'SURFACE OF THE GROUND.
 BJ4611'
 BJ4611'REFERENCE MARK 1 IS 132.46 FT. E OF THE STATION, 28.6 FT.
 BJ4611'N OF THE N RAIL OF THE MAIN TRACK AT A POINT 14 FT. W OF
 BJ4611'THE W POINT OF A FROG, 51 FT. N-NE OF THE SWITCH STAND ON THE
 BJ4611'S SIDE OF THE TRACK, AND 89.5 FT. W-NW OF A SWITCH STAND
 BJ4611'ON THE N SIDE OF THE TRACK.  IT IS STAMPED FUNSTON ECC NO
 BJ4611'1 1939 AND PROJECTS 4 IN.
 BJ4611'
 BJ4611'REFERENCE MARK 2 IS 109.60 FT. N OF THE STATION, 108 FT. N
 BJ4611'OF THE N RAIL OF THE MAIN TRACK, 45 FT. E OF THE CENTERLINE
 BJ4611'OF STATE HIGHWAY 46, AND 37 FT. N OF THE POWER POLE IN
 BJ4611'FRONT OF THE SMALL STORE.  IT IS A STANDARD DISK, STAMPED
 BJ4611'FUNSTON ECC NO 2 1939 AND SET IN THE TOP OF A CONCRETE POST
 BJ4611'WHICH HAS BEEN SURROUNDED BY THE CONCRETE DRIVE TO THE
 BJ4611'SMALL STORE AND FILLING STATION.
 BJ4611'
 BJ4611'TT 13 L (U.S.G.S.) IS 135.51 FT. S OF THE STATION, 96 FT.
 BJ4611'S OF THE S RAIL OF THE MAIN TRACK, 24 FT. E OF THE CENTERLINE
 BJ4611'OF STATE HIGHWAY 46, 61 FT. SE OF THE SE CORNER OF A WAREHOUSE
 BJ4611'21 FT. SE OF A POWER POLE, AND 8 FT. NW OF THE NW CORNER
 BJ4611'OF A LARGE WHITE BUILDING.  IT IS A UNITED STATES GEOLOGICAL
 BJ4611'SURVEY STANDARD BENCH-MARK DISK, SET IN THE TOP OF A CONCRETE
 BJ4611'POST WHICH HAS BEEN SURROUNDED AND FLUSH WITH A SIDEWALK
 BJ4611'AROUND THE LARGE WHITE BUILDING.  IT IS STAMPED TT 13 L 1931
 BJ4611'41.037.
 BJ4611'
 BJ4611'TRAVERSE MARK FUNSTON (LA. GEOD. S.) IS 22 FT. S OF THE STATION,
 BJ4611'14 FT. N OF THE N RAIL OF THE TRACK, AND 31 FT. E OF THE
 BJ4611'CENTERLINE OF STATE HIGHWAY 46.  IT IS A LOUISIANA STATE
 BJ4611'SURVEY STANDARD TRAVERSE DISK, SET IN THE TOP OF A CONCRETE
 BJ4611'POST PROJECTING 6 IN.  THE MARK IS LEANING AND IS OF LITTLE
 BJ4611'VALUE.
 BJ4611
 BJ4611                          STATION RECOVERY (1956)
 BJ4611
 BJ4611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ4611'RECOVERED BY J. AMMANN ENGRS.
 BJ4611'
 BJ4611'STATION BURIED UNDER NEW RAILROAD SIDING.  R.M. 1 IS E OF
 BJ4611'STATION AND NOT W AS IN NOTES.
 BJ4611
 BJ4611                          STATION RECOVERY (1963)
 BJ4611
 BJ4611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BJ4611'THE STATION WAS VISITED 6-24-63 AND THE STATION MARK, REFERENCE
 BJ4611'MARK NO. 1 AND NO. 2, TT 13 L (USGS) AND FUNSTON (LA. GEOD. S.)
 BJ4611'WERE FOUND AS DESCRIBED IN THE RECOVERY NOTE BY R.A.E. IN 1955
 BJ4611'WHICH IS ADEQUATE TO FIND THE MARKS.  AN AZIMUTH MARK WAS
 BJ4611'ESTABLISHED AT THIS DATE AND ITS AZIMUTH DETERMINED BY OBSERVING
 BJ4611'POLARIS.  A DESCRIPTION OF THE AZIMUTH MARK FOLLOWS--
 BJ4611'
 BJ4611'THE AZIMUTH MARK IS LOCATED 0.30 MILE NORTH OF THE STATION,
 BJ4611'39.5 FEET EAST OF THE CENTER OF THE NORTH-SOUTH BLACK TOP
 BJ4611'ROAD, 93.5 FEET NORTH OF JULES STREET, 5.5 FEET SOUTH OF A
 BJ4611'POWER POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BJ4611'STANDARD DISK, STAMPED FUNSTON ECC RESET 1963, SET IN THE TOP OF
 BJ4611'A CONCRETE POST PROJECTING 4 INCHES.
 BJ4611'
 BJ4611'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON BLACK
 BJ4611'TOP ROAD FOR 0.3 MILE T THE MARK ON THE RIGHT AT THE OUTSIDE
 BJ4611'OF A CURVE.
 BJ4611
 BJ4611                          STATION RECOVERY (1968)
 BJ4611
 BJ4611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RT)
 BJ4611'THE STATION AND REFERENCE MARKS AND AZIMUTH MARKS WERE FOUND
 BJ4611'IN GOOD CONDITION.  THE STATION IS LOCATED IN ALBANY, NEAR
 BJ4611'A RAILROAD CROSSING ALONG STATE HIGHWAY 43 UNDER A RAILROAD
 BJ4611'SIGN, ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.  A
 BJ4611'NEW DESCRIPTION FOLLOWS--
 BJ4611'
 BJ4611'THE STATION IS 43.30 FEET EAST OF THE CENTERLINE OF STATE
 BJ4611'HIGHWAY 43, 31.60 FEET NORTH OF THE NORTH RAIL OF THE MAIN LINE
 BJ4611'OF THE RAILROAD, 91.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BJ4611'OF ROBERTS STORE, AND 132.50 FEET WEST OF REFERENCE MARK NO. 1.
 BJ4611'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A
 BJ4611'SQUARE CONCRETE POST.  STATION IS STAMPED FUNSTON ECC. 1939.
 BJ4611'
 BJ4611'THE AZIMUTH MARK IS LOCATED 0.3 MILE NORTH ON STATE HIGHWAY
 BJ4611'43 FROM THE RAILROAD CROSSING IN ALBANY.  THE STATION IS SET
 BJ4611'TO THE EAST OF THE HIGHWAY IN A CURVE, 1.10 FEET EAST OF
 BJ4611'A METAL WITNESS POST AND SIGN, 39.0 FEET EAST OF THE CENTERLINE
 BJ4611'OF STATE 43, 95.0 FEET NORTH OF THE CENTERLINE OF STATE 43, 95.0
 BJ4611'FEET NORTH OF THE CENTERLINE OF JULIA STREET AND 5.15 FEET SOUTH
 BJ4611'OF A LIGHT POLE.  THE MARK IS A STANDARD DISK SET IN A ROUND
 BJ4611'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE GROUND.
 BJ4611'STATION IS STAMPED FUNSTON ECC. RESET 19639
 BJ4611'
 BJ4611'REFERENCE MARK NO. 2 IS NEAR THE GROCERY STORE, BUT IS SUPPOSED
 BJ4611'TO BE MOVED FOR THE CONSTRUCTION OF A CONCRETE SLAB FOR
 BJ4611'THE STORE.
 BJ4611'
 BJ4611'REFERENCE MARK NO. 1 IS 132.50 FEET EAST OF THE STATION,
 BJ4611'28.65 FEET NORTH OF THE NORTH RAIL OF THE MAIN LINE OF THE
 BJ4611'ILLINOIS CENTRAL RAILROAD, AND 175.80 FEET EAST OF THE CENTERLINE
 BJ4611'OF STATE HIGHWAY 43.
 BJ4611'
 BJ4611'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BJ4611'190 AND STATE HIGHWAY 43 IN ALBANY, FOLLOW STATE HIGHWAY
 BJ4611'43 NORTH FOR ABOUT 300 FEET TO THE STATION WHICH IS SET
 BJ4611'TO THE NORTHEAST OF THE RAILROAD CROSSING.
 BJ4611
 BJ4611                          STATION RECOVERY (1970)
 BJ4611
 BJ4611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4611'THE STATION MARK, REFERENCE MARK 1, U.S. GEOLOGICAL SURVEY MARK
 BJ4611'TT 13 L AND THE AZIMUTH MARK ECC 1939 RESET 1963 WERE RECOVERED AND
 BJ4611'FOUND IN GOOD CONDITION.  FUNSTON (LGS), REFERENCE MARK 2 AND THE
 BJ4611'1193 (LGS) MARK HAVE BEEN DESTROYED.  THE HORIZONTAL DIRECTION AND
 BJ4611'DISTANCE TO THE TT 13 L MARK AND REFERENCE MARK 1 CHECKED THE 1939
 BJ4611'DATA ADEQUATELY.  A NEW DESCRIPTION FOLLOWS.
 BJ4611'
 BJ4611'THE STATION IS LOCATED IN THE TOWN OF ALBANY, 43 FEET EAST OF THE
 BJ4611'CENTERLINE OF STATE HIGHWAY 43 AND ON LAND OWNED BY THE ILLINOIS
 BJ4611'CENTRAL RAILROAD.  MR. R.H. PEAK, ILLINOIS CENTRAL RAILROAD,
 BJ4611'DIVISION ENGINEER, POST OFFICE BOX 52348, NEW ORLEANS, LOUISIANA
 BJ4611'70150.
 BJ4611'
 BJ4611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ4611'HIGHWAY 43 IN ALBANY, GO NORTH ON STATE HIGHWAY 43 FOR 0.1 MILE TO
 BJ4611'THE RAILROAD CROSSING AND THE STATION AS DESCRIBED.
 BJ4611'
 BJ4611'THE STATION MARK IS A STANDARD DISK, STAMPED FUNSTON ECC 1939, SET IN
 BJ4611'THE TOP OF AN 12-INCH SQUARE CONCRETE MONUMENT THAT IS 14-INCHES
 BJ4611'BELOW THE GROUND SURFACE.  IT IS 43 FEET EAST OF THE CENTERLINE OF
 BJ4611'STATE HIGHWAY 43, 41 FEET SOUTH OF THE SOUTH EDGE OF A SHELL
 BJ4611'SERVICE STATION LOT, 1.7 FEET NORTH OF THE SOUTH RAIL OF THE SIDE
 BJ4611'TRACKS AND 1.2 FEET SOUTH OF THE NORTH RAIL OF THE SIDE TRACKS.
 BJ4611'
 BJ4611'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FUNSTON ECC NO 1 1939,
 BJ4611'SET IN THE TOP OF AN 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4611'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 178 FEET EAST OF THE
 BJ4611'CENTERLINE OF STATE HIGHWAY 43, 102 FEET WEST OF THE NORTHWEST
 BJ4611'CORNER OF A SMALL RAILROAD BUILDING, 22.4 FEET NORTH OF THE NORTH
 BJ4611'RAIL OF TWO TRACKS AND 7.2 FEET WEST OF A METAL WITNESS POST.
 BJ4611'
 BJ4611'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FUNSTON ECC RESET 1963,
 BJ4611'SET IN THE TOP OF AN 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4611'FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET EAST OF THE
 BJ4611'CENTERLINE OF STATE HIGHWAY 43, 5.8 FEET SOUTH OF POWERLINE POLE
 BJ4611'NUMBER AN 214 AND 1 FOOT NORTH-NORTHEAST OF A METAL WITNESS POST.
 BJ4611'
 BJ4611'53. E 009 IS A STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED 53. E
 BJ4611'009, SET IN THE TOP OF AN 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 BJ4611'6-INCHES BELOW THE GROUND SURFACE.  IT IS 44 FEET EAST OF THE
 BJ4611'CENTERLINE OF STATE HIGHWAY 43, 4.2 FEET NORTH OF THE NORTH RAIL
 BJ4611'OF THE MAIN TRACKS AND 2.4 FEET SOUTH OF A METAL WITNESS POST.
 BJ4611'
 BJ4611'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 BJ4611'43 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4628 ***********************************************************************
 BJ4628  DESIGNATION -  FUNSTON ECC AZ MK RESET
 BJ4628  PID         -  BJ4628
 BJ4628  STATE/COUNTY-  LA/LIVINGSTON
 BJ4628  USGS QUAD   -  ALBANY (1974)
 BJ4628
 BJ4628                         *CURRENT SURVEY CONTROL
 BJ4628  ___________________________________________________________________
 BJ4628* NAD 83(1992)-  30 30 36.07377(N)    090 34 57.50617(W)     ADJUSTED  
 BJ4628* NAVD 88     -        13.4    (meters)      44.     (feet)  VERTCON   
 BJ4628  ___________________________________________________________________
 BJ4628  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ4628  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4628
 BJ4628  HORZ ORDER  -  SECOND
 BJ4628
 BJ4628.The horizontal coordinates were established by classical geodetic methods
 BJ4628.and adjusted by the National Geodetic Survey in January 1993..
 BJ4628
 BJ4628.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4628
 BJ4628.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4628
 BJ4628.The geoid height was determined by GEOID03.
 BJ4628
 BJ4628;                    North         East     Units Scale Factor Converg.
 BJ4628;SPC LA S     -   223,038.196 1,072,055.278   MT  0.99996510   +0 22 31.3
 BJ4628;SPC LA S     -   731,751.15  3,517,234.69   sFT  0.99996510   +0 22 31.3
 BJ4628;UTM  15      - 3,377,787.377   731,980.894   MT  1.00026393   +1 13 40.1
 BJ4628
 BJ4628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4628!SPC LA S     -   1.00000214  x   0.99996510  =   0.99996724
 BJ4628!UTM  15      -   1.00000214  x   1.00026393  =   1.00026607
 BJ4628
 BJ4628:                Primary Azimuth Mark                     Grid Az
 BJ4628:SPC LA S     -  FUNSTON ECC                              178 10 42.3
 BJ4628:UTM  15      -  FUNSTON ECC                              177 19 33.5
 BJ4628
 BJ4628|---------------------------------------------------------------------|
 BJ4628| PID    Reference Object                     Distance      Geod. Az  |
 BJ4628|                                                           dddmmss.s |
 BJ4628| BJ4611 FUNSTON ECC                         APPROX. 0.6 KM 1783313.6 |
 BJ4628| BJ4629 53E009 LDH 1968                     APPROX. 0.6 KM 1783403.3 |
 BJ4628|---------------------------------------------------------------------|
 BJ4628
 BJ4628                          SUPERSEDED SURVEY CONTROL
 BJ4628
 BJ4628  NAD 83(1986)-  30 30 36.09071(N)    090 34 57.50369(W) AD(       ) 2
 BJ4628  NAD 27      -  30 30 35.40537(N)    090 34 57.16736(W) AD(       ) 2
 BJ4628  NGVD 29 (07/19/86)   13.4    (m)           44.     (f) VERT ANG       
 BJ4628
 BJ4628.Superseded values are not recommended for survey control.
 BJ4628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4628.See file dsdata.txt to determine how the superseded data were derived.
 BJ4628
 BJ4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3198177787(NAD 83)
 BJ4628_MARKER: DD = SURVEY DISK
 BJ4628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4628+STABILITY: SURFACE MOTION
 BJ4628
 BJ4628  HISTORY     - Date     Condition        Report By
 BJ4628  HISTORY     - 1968     MONUMENTED       LADH
 BJ4628
 BJ4628                          STATION DESCRIPTION
 BJ4628
 BJ4628'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ4628'THE AZIMUTH MARK IS LOCATED 0.3 MILE NORTH ON STATE HIGHWAY 43 FROM
 BJ4628'THE RAILROAD CROSSING IN ALBANY.  THE STATION IS SET TO THE EAST OF
 BJ4628'THE HIGHWAY IN A CURVE, 1.10 FEET EAST OF A METAL WITNESS POST AND
 BJ4628'SIGN, 39.0 FEET EAST OF THE CENTERLINE OF STATE 43, 95.0 FEET
 BJ4628'NORTH OF THE CENTERLINE OF JULIA STREET AND 5.15 FEET SOUTH OF A
 BJ4628'LIGHT POLE.  THE MARK IS A STANDARD DISK SET IN A ROUND
 BJ4628'CONCRETE POST THAT IS PROJECTING 4 INCHES ABOVE THE GROUND.
 BJ4628'STATION IS STAMPED FUNSTON ECC. RESET 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4627 ***********************************************************************
 BJ4627  DESIGNATION -  FUNSTON ECC RM 1 1970
 BJ4627  PID         -  BJ4627
 BJ4627  STATE/COUNTY-  LA/LIVINGSTON
 BJ4627  USGS QUAD   -  ALBANY (1974)
 BJ4627
 BJ4627                         *CURRENT SURVEY CONTROL
 BJ4627  ___________________________________________________________________
 BJ4627* NAD 83(1992)-  30 30 18.13155(N)    090 34 55.46858(W)     ADJUSTED  
 BJ4627* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 BJ4627  ___________________________________________________________________
 BJ4627  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4627  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ4627
 BJ4627  HORZ ORDER  -  FIRST
 BJ4627
 BJ4627.The horizontal coordinates were established by classical geodetic methods
 BJ4627.and adjusted by the National Geodetic Survey in January 1993..
 BJ4627
 BJ4627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4627
 BJ4627.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4627
 BJ4627.The geoid height was determined by GEOID03.
 BJ4627
 BJ4627;                    North         East     Units Scale Factor Converg.
 BJ4627;SPC LA S     -   222,486.058 1,072,113.227   MT  0.99996433   +0 22 32.3
 BJ4627;SPC LA S     -   729,939.68  3,517,424.81   sFT  0.99996433   +0 22 32.3
 BJ4627;UTM  15      - 3,377,235.997   732,047.070   MT  1.00026431   +1 13 40.5
 BJ4627
 BJ4627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4627!SPC LA S     -   1.00000225  x   0.99996433  =   0.99996658
 BJ4627!UTM  15      -   1.00000225  x   1.00026431  =   1.00026656
 BJ4627
 BJ4627:                Primary Azimuth Mark                     Grid Az
 BJ4627:SPC LA S     -  NATALBANY RAD STA WTGI MAST              066 26 09.0
 BJ4627:UTM  15      -  NATALBANY RAD STA WTGI MAST              065 35 00.8
 BJ4627
 BJ4627|---------------------------------------------------------------------|
 BJ4627| PID    Reference Object                     Distance      Geod. Az  |
 BJ4627|                                                           dddmmss.s |
 BJ4627| BJ4187 NATALBANY RAD STA WTGI MAST         APPROX.10.3 KM 0664841.3 |
 BJ4627| BJ1209 BUELL                               APPROX.13.7 KM 0861714.1 |
 BJ4627| BJ4179 HAMMOND ILLINOIS CEN MICROWAVE      APPROX.11.6 KM 0881722.4 |
 BJ4627| BJ4186 HAMMOND LDH RAD STA MAST            APPROX. 9.5 KM 0883532.7 |
 BJ4627| BJ4339 HAMMOND RAD STA WFPR MAST           APPROX.12.6 KM 1071002.3 |
 BJ4627| BJ4360 SPRINGVILLE LOT                     APPROX.10.3 KM 2244916.9 |
 BJ4627| BJ0916 TT 13 L                              62.653 METERS 23024     |
 BJ4627| BJ4629 53E009 LDH 1968                      41.063 METERS 25906     |
 BJ4627| BJ4611 FUNSTON ECC                          40.402 METERS 27050     |
 BJ4627| BJ4633 HOLDEN US PLYWOOD TANK              APPROX. 6.3 KM 2721536.5 |
 BJ4627|---------------------------------------------------------------------|
 BJ4627
 BJ4627                          SUPERSEDED SURVEY CONTROL
 BJ4627
 BJ4627  NAD 83(1986)-  30 30 18.14814(N)    090 34 55.46651(W) AD(       ) 1
 BJ4627  NAD 27      -  30 30 17.46220(N)    090 34 55.13676(W) AD(       ) 1
 BJ4627  NGVD 29 (07/19/86)   12.7    (m)           42.     (f) VERT ANG       
 BJ4627
 BJ4627.Superseded values are not recommended for survey control.
 BJ4627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4627.See file dsdata.txt to determine how the superseded data were derived.
 BJ4627
 BJ4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3204777236(NAD 83)
 BJ4627_MARKER: DR = REFERENCE MARK DISK
 BJ4627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4627+STABILITY: SURFACE MOTION
 BJ4627
 BJ4627  HISTORY     - Date     Condition        Report By
 BJ4627  HISTORY     - 1970     MONUMENTED       NGS
 BJ4627
 BJ4627                          STATION DESCRIPTION
 BJ4627
 BJ4627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4627'THE STATION IS LOCATED IN THE TOWN OF ALBANY, 178 FEET EAST OF THE
 BJ4627'CENTERLINE OF STATE HIGHWAY 43, ABOUT 350 FEET NORTH OF THE
 BJ4627'CENTERLINE OF U.S. HIGHWAY 190 AND ON LAND OWNED BY THE ILLINOIS
 BJ4627'CENTRAL RAILROAD.  MR. R.H. PEAK, ILLINOIS CENTRAL RAILROAD,
 BJ4627'DIVISION ENGINEER, POST OFFICE BOX 52348, NEW ORLEANS,
 BJ4627'LOUISIANA 70150.
 BJ4627'
 BJ4627'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ4627'HIGHWAY 43 IN ALBANY, GO NORTH ON STATE HIGHWAY 43 FOR 0.1 MILE TO
 BJ4627'THE RAILROAD CROSSING AND THE STATION AS DESCRIBED.
 BJ4627'
 BJ4627'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED FUNSTON
 BJ4627'ECC NO 1 1939, SET IN THE TOP OF AN 12-INCH SQUARE CONCRETE MONUMENT
 BJ4627'THAT PROJECTS 6-INCHES ABOVE THE GROUND SURFACE.  IT IS 178 FEET
 BJ4627'EAST OF THE CENTERLINE OF STATE HIGHWAY 43, 102 FEET WEST OF THE
 BJ4627'NORTHWEST CORNER OF A SMALL RAILROAD BUILDING, 22.4 FEET NORTH OF
 BJ4627'THE NORTH RAIL OF TWO TRACKS AND 7.2 FEET WEST OF A METAL WITNESS
 BJ4627'POST.
 BJ4627'
 BJ4627'BENCH MARK TT 13 L IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED
 BJ4627'TT 13 L 1931, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 BJ4627'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET EAST
 BJ4627'OF THE CENTERLINE OF STATE HIGHWAY 43, 22 FEET SOUTH OF A POWERLINE
 BJ4627'POLE WITH TWO TRANSFORMERS AND 8 FEET NORTH-NORTHWEST OF THE
 BJ4627'NORTHWEST CORNER OF A GARAGE.
 BJ4627'
 BJ4627'53. E 009 IS A STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED 53. E
 BJ4627'009, SET IN THE TOP OF AN 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 BJ4627'6-INCHES BELOW THE GROUND SURFACE.  IT IS 44 FEET EAST OF THE
 BJ4627'CENTERLINE OF STATE HIGHWAY 43, 4.2 FEET NORTH OF THE NORTH RAIL
 BJ4627'OF THE MAIN TRACKS AND 2.4 FEET SOUTH OF A METAL WITNESS POST.
 BJ4627'
 BJ4627'FUNSTON ECC IS A STANDARD DISK, STAMPED FUNSTON ECC 1939, SET IN THE
 BJ4627'TOP OF AN 12-INCH SQUARE CONCRETE MONUMENT THAT IS 14-INCHES BELOW
 BJ4627'THE GROUND SURFACE.  IT IS 43 FEET EAST OF THE CENTERLINE OF STATE
 BJ4627'HIGHWAY 43, 41 FEET SOUTH OF THE SOUTH EDGE OF A SHELL SERVICE
 BJ4627'STATION LOT, 1.7 FEET NORTH OF THE SOUTH RAIL OF THE SIDE TRACKS
 BJ4627'AND 1.2 FEET SOUTH OF THE NORTH RAIL OF THE SIDE TRACKS.
 BJ4627'
 BJ4627'HEIGHT OF LIGHT ABOVE STATION MARK 38.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4612 ***********************************************************************
 BJ4612  DESIGNATION -  FUNSTON LA GS 1939
 BJ4612  PID         -  BJ4612
 BJ4612  STATE/COUNTY-  LA/LIVINGSTON
 BJ4612  USGS QUAD   -  ALBANY (1974)
 BJ4612
 BJ4612                         *CURRENT SURVEY CONTROL
 BJ4612  ___________________________________________________________________
 BJ4612* NAD 83(1992)-  30 30 17.97136(N)    090 34 57.14180(W)     ADJUSTED  
 BJ4612* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 BJ4612  ___________________________________________________________________
 BJ4612  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4612  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ4612
 BJ4612  HORZ ORDER  -  SECOND
 BJ4612
 BJ4612.The horizontal coordinates were established by classical geodetic methods
 BJ4612.and adjusted by the National Geodetic Survey in January 1993..
 BJ4612
 BJ4612.The orthometric height was scaled from a topographic map.
 BJ4612
 BJ4612.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4612
 BJ4612.The geoid height was determined by GEOID03.
 BJ4612
 BJ4612;                    North         East     Units Scale Factor Converg.
 BJ4612;SPC LA S     -   222,480.833 1,072,068.646   MT  0.99996433   +0 22 31.5
 BJ4612;SPC LA S     -   729,922.53  3,517,278.55   sFT  0.99996433   +0 22 31.5
 BJ4612;UTM  15      - 3,377,230.107   732,002.557   MT  1.00026406   +1 13 39.7
 BJ4612
 BJ4612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4612!SPC LA S     -   1.00000236  x   0.99996433  =   0.99996669
 BJ4612!UTM  15      -   1.00000236  x   1.00026406  =   1.00026642
 BJ4612
 BJ4612                          SUPERSEDED SURVEY CONTROL
 BJ4612
 BJ4612  NAD 83(1986)-  30 30 17.98795(N)    090 34 57.13940(W) AD(       ) 2
 BJ4612  NAD 27      -  30 30 17.30232(N)    090 34 56.80921(W) AD(       ) 2
 BJ4612
 BJ4612.Superseded values are not recommended for survey control.
 BJ4612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4612.See file dsdata.txt to determine how the superseded data were derived.
 BJ4612
 BJ4612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3200377230(NAD 83)
 BJ4612_MARKER: DE = TRAVERSE STATION DISK
 BJ4612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4612+STABILITY: SURFACE MOTION
 BJ4612
 BJ4612  HISTORY     - Date     Condition        Report By
 BJ4612  HISTORY     - 1939     MONUMENTED       CGS
 BJ4612  HISTORY     - 1955     POOR             CGS
 BJ4612
 BJ4612                          STATION DESCRIPTION
 BJ4612
 BJ4612'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4612'THE POINT OBSERVED UPON WAS THE CENTER OF A STANDARD LOUISIANA
 BJ4612'GEODETIC SURVEY TRAVERSE STATION DISK, SET IN A 12-INCH SQUARE
 BJ4612'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND, AND STAMPED
 BJ4612'FUNSTON.
 BJ4612'
 BJ4612'THE MARK IS LOCATED IN THE TOWN OF ALBANY, AT THE POINT WHERE
 BJ4612'LOUISIANA HIGHWAY 46 CROSSES THE YAZOO AND MISSISSIPPI VALLEY
 BJ4612'RAILROAD TRACK.  THE MARK IS 6.950 METERS, (22.80 FEET), SW
 BJ4612'TRIANGULATION STATION FUNSTON ECC.  13.6 FEET N OF THE N RAIL
 BJ4612'OF YAZOO AND MISSISSIPPI VALLEY RAILROAD TRACK.  AND 32 FEET
 BJ4612'E OF THE CENTER LINE OF LOUISIANA HIGHWAY 46.
 BJ4612'
 BJ4612'OBSERVED UPON FROM TRIANGULATION STATION FUNSTON ECC, AND
 BJ4612'POSITION COMPUTED FROM THIS STATION.
 BJ4612
 BJ4612                          STATION RECOVERY (1955)
 BJ4612
 BJ4612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4612'THE MARK HAS BEEN DISTURBED AND IS OF LITTLE VALUE.
 BJ4612'
 BJ4612'LOCATED ALONG THE ILLINOIS CENTRAL RAILROAD AT ALBANY, AT THE
 BJ4612'INTERSECTION OF THE TRACKS AND STATE HIGHWAY 46, 22 FT. S
 BJ4612'OF TRIANGULATION STATION FUNSTON ECCENTRIC, 14 FT. N OF THE
 BJ4612'N RAIL OF THE MAIN TRACK, AND 31 FT. E OF THE CENTERLINE
 BJ4612'OF STATE HIGHWAY 46.  IT IS A LOUISIANA STATE SURVEY STANDARD
 BJ4612'TRAVERSE DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BJ4612'6 IN., AND STAMPED FUNSTON.
 BJ4612'
 BJ4612'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0660 ***********************************************************************
 AV0660  DESIGNATION -  FUR
 AV0660  PID         -  AV0660
 AV0660  STATE/COUNTY-  LA/VERMILION
 AV0660  USGS QUAD   -  MULBERRY ISLAND WEST (1979)
 AV0660
 AV0660                         *CURRENT SURVEY CONTROL
 AV0660  ___________________________________________________________________
 AV0660* NAD 83(1992)-  29 33 40.96865(N)    092 26 19.14891(W)     ADJUSTED  
 AV0660* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0660  **This station is located in a subsidence area (see below).
 AV0660  ___________________________________________________________________
 AV0660  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AV0660  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AV0660
 AV0660  HORZ ORDER  -  THIRD
 AV0660
 AV0660.The horizontal coordinates were established by classical geodetic methods
 AV0660.and adjusted by the National Geodetic Survey in January 1993..
 AV0660
 AV0660 ** The orthometric height has not been validated since last determined
 AV0660 ** by differential leveling and should not be used for control purposes.
 AV0660 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0660 ** area with valid NAVD 88 orthometric heights.
 AV0660 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0660 ** epoch indicated which incorporates improved geoid heights for the
 AV0660 ** Southern Louisiana Subsidence area.
 AV0660 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0660.The orthometric height was scaled from a topographic map.
 AV0660
 AV0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0660
 AV0660.The geoid height was determined by GEOID03.
 AV0660
 AV0660;                    North         East     Units Scale Factor Converg.
 AV0660;SPC LA S     -   118,165.668   892,892.486   MT  0.99995497   -0 33 09.6
 AV0660;SPC LA S     -   387,681.86  2,929,431.43   sFT  0.99995497   -0 33 09.6
 AV0660;UTM  15      - 3,270,315.761   554,377.620   MT  0.99963648   +0 16 37.0
 AV0660
 AV0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0660!SPC LA S     -   1.00000386  x   0.99995497  =   0.99995883
 AV0660!UTM  15      -   1.00000386  x   0.99963648  =   0.99964034
 AV0660
 AV0660|---------------------------------------------------------------------|
 AV0660| PID    Reference Object                     Distance      Geod. Az  |
 AV0660|                                                           dddmmss.s |
 AV0660| CV9806 FUR RM 1                             22.336 METERS 01315     |
 AV0660| CV9805 FUR AZ MK                                          0183410.4 |
 AV0660| AV0656 PECAN IS HUMBLE OIL REF N MAST      APPROX. 8.0 KM 0623835.5 |
 AV0660| AV0705 MARINE GAS LINE LIGHT A             APPROX.12.4 KM 2334717.8 |
 AV0660| AV0734 MARINE GAS LINE LIGHT B             APPROX.10.7 KM 2521828.2 |
 AV0660| CV9807 FUR RM 2                             16.785 METERS 29103     |
 AV0660|---------------------------------------------------------------------|
 AV0660
 AV0660                          SUPERSEDED SURVEY CONTROL
 AV0660
 AV0660  NAD 83(1986)-  29 33 40.98860(N)    092 26 19.13157(W) AD(       ) 3
 AV0660  NAD 27      -  29 33 40.19000(N)    092 26 18.63800(W) AD(       ) 3
 AV0660
 AV0660.Superseded values are not recommended for survey control.
 AV0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0660.See file dsdata.txt to determine how the superseded data were derived.
 AV0660
 AV0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5437870316(NAD 83)
 AV0660_MARKER: DS = TRIANGULATION STATION DISK
 AV0660_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV0660_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0660
 AV0660  HISTORY     - Date     Condition        Report By
 AV0660  HISTORY     - 1955     MONUMENTED       CGS
 AV0660  HISTORY     - 1974     GOOD             USGS
 AV0660  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0660
 AV0660                          STATION DESCRIPTION
 AV0660
 AV0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0660'STATION IS LOCATED ON THE GULF COAST, ABOUT 0.3 MILE NORTH OF
 AV0660'THE BEACH, ON PROPERTY OWNED BY THE LOUISIANA FUR CORPORATION
 AV0660'AND MANAGED BY MR. MARK HEBERT OF ABBEVILLE.  IT IS ABOUT
 AV0660'6 MILES SOUTH-SOUTHEAST OF THE VILLAGE OF PECAN ISLAND, 6
 AV0660'MILES EAST SOUTHEAST OF THE MOUTH OF ROLLOVER BAYOU, 8.5
 AV0660'MILES WEST NORTHWEST OF THE MOUTH OF FRESH WATER BAYOU AND
 AV0660'ON THE EAST EDGE OF AN EARTH DAM WHICH BLOCKS THE SOUTHERLY
 AV0660'FLOW OF TRAPPERS CANAL.
 AV0660'
 AV0660'TO REACH FROM THE COURT HOUSE IN ABBEVILLE, DRIVE SOUTH AND
 AV0660'SOUTHWEST ON STATE HIGHWAY 82 FOR 40.5 MILES TO A T-ROAD
 AV0660'JUNCTION AND SIGN READING, END OF ROAD.  TURN RIGHT AND DRIVE
 AV0660'WEST ON NARROW SHELL ROAD FOR 0.9 MILE TO THE FRESH WATER
 AV0660'BAYOU AND BOAT DOCK ON THE LEFT.  THIS IS 4.35 MILES EAST
 AV0660'OF THE PECAN ISLAND SCHOOL.  FROM HERE STATION WAS REACHED
 AV0660'BY MUD-BOAT WHICH IS OWNED AND OPERATED BY MR. EARL HARDIN OF
 AV0660'PECAN ISLAND.* TAKE MUD-BOAT EAST SOUTHEAST DOWN FRESH WATER
 AV0660'BAYOU TO THE FIRST MAJOR CROSSING OF BAYOUS.  TURN RIGHT AND
 AV0660'CONTINUE WESTERLY TO A CANAL ON THE LEFT.  TURN LEFT AND GO
 AV0660'SOUTH TO Y-FORK IN CANAL.  KEEP RIGHT FORK AND CONTINUE
 AV0660'TO AN EARTH DAM ACROSS CANAL AND STATION.  IT IS A BOAT TRIP
 AV0660'OF ABOUT 35 MINUTES.
 AV0660'
 AV0660'ALL MARKS ARE STANDARD DISKS BRAZED TO THE TOPS OF IRON PIPES
 AV0660'WHICH ARE ABOUT 3 INCHES IN DIAMETER BY 3 FEET LONG, SET
 AV0660'FLUSH IN THE CENTER OF CONCRETE FILLED TILE PIPES WHICH ARE 8
 AV0660'INCHES IN DIAMETER AND 3 FEET IN LENGTH.
 AV0660'
 AV0660'STATION MARK, STAMPED FUR 1955, IS 3 FEET SOUTHEAST OF A WHITE
 AV0660'WITNESS POST, 29 FEET SOUTH-SOUTHEAST OF THE NORTHEAST EDGE
 AV0660'OF DAM AND PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 AV0660'
 AV0660'REFERENCE MARK 1, STAMPED FUR NO 1 1955, IS 4 FEET EAST OF
 AV0660'THE EAST EDGE OF CANAL, ABOUT 2.5 FEET HIGHER IN ELEVATION
 AV0660'THAN THE STATION MARK AND PROJECTS 8 INCHES ABOVE THE SURFACE
 AV0660'OF THE GROUND.
 AV0660'
 AV0660'REFERENCE MARK 2, STAMPED FUR NO 2 1955, IS CENTER OF THE WEST
 AV0660'EDGE OF THE DAM AND PROJECTS 4 INCHES ABOVE THE SURFACE OF
 AV0660'THE GROUND.
 AV0660'
 AV0660'AZIMUTH MARK, STAMPED FUR 1955, IS 12 FEET WEST OF THE WEST
 AV0660'EDGE OF CANAL, 1.5 FEET SOUTH OF A WHITE WITNESS POST AND
 AV0660'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT CAN
 AV0660'BE REACHED BY BOAT OF BY WALKING NORTH ALONG THE WEST BANK
 AV0660'OF THE CANAL.
 AV0660'
 AV0660'*TO REACH THE HOME OF MR. EARL HARDIN, DRIVE WEST FOR 2.85
 AV0660'MILES TO A T-ROAD RIGHT.  TURN RIGHT AND DRIVE NORTH AND
 AV0660'EAST FOR 0.65 MILE TO THE HARDIN HOME ON THE LEFT.
 AV0660'
 AV0660'OBSERVATIONS WERE MADE FROM THE TOP OF A 16 FOOT TOWER.
 AV0660
 AV0660                          STATION RECOVERY (1974)
 AV0660
 AV0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 AV0660'REF. MK. 1 WAS FOUND IN GOOD CONDITION.  STA. MK., REF. MK.
 AV0660'2 AND AZ. MK. WERE NOT FOUND.  ACCORDING TO LOCAL PEOPLE,
 AV0660'DRAG LINE OPERATORS HAVE HAVE OPENED AND CLOSED THE SMALL
 AV0660'EARTH DAM NEARBY TWICE SINCE THE STATION WAS ESTABLISHED
 AV0660'AND THE MARKS ARE PROBABLY DESTROYED OR COVERED UP.
 AV0660
 AV0660                          STATION RECOVERY (1979)
 AV0660
 AV0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0660'THE STATION MARK AND REFERENCE MARK 2 WERE NOT RECOVERED.
 AV0660'REFERENCE MARK 1 WAS FOUND LEANING AND LOOSE.  THE AZIMUTH
 AV0660'MARK WAS NOT SEARCHED FOR.  COORDINATES FOR FUR 1955 WERE
 AV0660'INSERTED INTO THE INERTIAL SURVEY SYSTEM AND THE
 AV0660'LOCATION OF THE STATION SITE HAS BEEN COVERED WITH LARGE
 AV0660'MOUNDS OF SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1280 ***********************************************************************
 AT1280  DESIGNATION -  FURL 1934
 AT1280  PID         -  AT1280
 AT1280  STATE/COUNTY-  LA/PLAQUEMINES
 AT1280  USGS QUAD   -  BLACK BAY NORTH (1992)
 AT1280
 AT1280                         *CURRENT SURVEY CONTROL
 AT1280  ___________________________________________________________________
 AT1280* NAD 83(1992)-  29 39 29.47011(N)    089 33 33.70016(W)     ADJUSTED  
 AT1280* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1280  ___________________________________________________________________
 AT1280  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1280  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AT1280
 AT1280  HORZ ORDER  -  THIRD
 AT1280
 AT1280.The horizontal coordinates were established by classical geodetic methods
 AT1280.and adjusted by the National Geodetic Survey in May 1994..
 AT1280
 AT1280.The orthometric height was scaled from a topographic map.
 AT1280
 AT1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1280
 AT1280.The geoid height was determined by GEOID03.
 AT1280
 AT1280;                    North         East     Units Scale Factor Converg.
 AT1280;SPC LA S     -   129,708.411 1,171,730.949   MT  0.99994352   +0 53 13.2
 AT1280;SPC LA S     -   425,551.68  3,844,253.96   sFT  0.99994352   +0 53 13.2
 AT1280;UTM  16      - 3,283,649.572   252,271.650   MT  1.00035727   -1 16 01.5
 AT1280
 AT1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1280!SPC LA S     -   1.00000394  x   0.99994352  =   0.99994746
 AT1280!UTM  16      -   1.00000394  x   1.00035727  =   1.00036121
 AT1280
 AT1280                          SUPERSEDED SURVEY CONTROL
 AT1280
 AT1280  NAD 83(1992)-  29 39 29.47089(N)    089 33 33.69994(W) AD(       ) 3
 AT1280  NAD 83(1986)-  29 39 29.47855(N)    089 33 33.70328(W) AD(       ) 3
 AT1280  NAD 27      -  29 39 28.72800(N)    089 33 33.50400(W) AD(       ) 3
 AT1280
 AT1280.Superseded values are not recommended for survey control.
 AT1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1280.See file dsdata.txt to determine how the superseded data were derived.
 AT1280
 AT1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5227283650(NAD 83)
 AT1280_MARKER: DS = TRIANGULATION STATION DISK
 AT1280_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1280_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1280
 AT1280  HISTORY     - Date     Condition        Report By
 AT1280  HISTORY     - 1934     MONUMENTED       CGS
 AT1280  HISTORY     - 1952     GOOD             CGS
 AT1280  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1280  HISTORY     - 19730401 MARK NOT FOUND   NGS
 AT1280
 AT1280                          STATION DESCRIPTION
 AT1280
 AT1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1280'ON THE NORTHERN
 AT1280'SHORE OF BLACK
 AT1280'BAY, ON THE EASTERN SIDE OF ITS ENTRANCE INTO BAYOU
 AT1280'LA MER. (BAYOU TERRE AUX BOEUFS),
 AT1280'16 METERS (52 FEET) FROM THE SHORE
 AT1280'OF THE BAY, AND IN HARD MARSH GROUND AMONG MANGROVE
 AT1280'BUSHES 14
 AT1280'METERS (46 FEET) FROM THE BAYOU.  THE STATION IS MARKED BY A STANDARD
 AT1280'BRONZE DISK SET IN
 AT1280'CONCRETE AT THE TOP OF A TILE.
 AT1280'REFERENCE MARK NO. 1 IS
 AT1280'A STANDARD BRONZE REFERENCE
 AT1280'DISK SET IN CONCRETE.  IS IN HARD MARSH
 AT1280'GROUND 8 METERS (26 FEET) FROM THE BAYOU AND 17.61 METERS (57.8
 AT1280'FEET) 13 DEG
 AT1280'(MAGNETIC) FROM THE STATION.  REFERENCE MARK NO. 2, A
 AT1280'STANDARD BRONZE REFERENCE MARK
 AT1280'SET IN CONCRETE,
 AT1280'IS IN HARD MARSH GROUND 11 METERS (36
 AT1280'FEET) FROM THE
 AT1280'SHORE OF THE BAY AND 24.72 METERS (81.1 FEET) 83 DEG (MAGNETIC)
 AT1280'FROM THE STATION.
 AT1280'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 25.1)
 AT1280'METERS (82.3 FEET).
 AT1280
 AT1280                          STATION RECOVERY (1952)
 AT1280
 AT1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1280'STATION RECOVERED IN FAIR CONDITION.  R.M.S 1 AND 2 ARE LOST.
 AT1280'DISTANCES AND DIRECTIONS IN ORIGINAL DESCRIPTION
 AT1280'NOW FALL IN WATER.
 AT1280'
 AT1280'STATION IS ON A NARROW POINT OF MARSH ON SW TIP OF AN ISLAND
 AT1280'FORMED BY BLACK
 AT1280'BAY AND BAYOU TERRE AUX BOEUFS, 4 FEET W OF E
 AT1280'SHORELINE OF POINT, AND 3 FEET E
 AT1280'OF W SHORELINE OF POINT.
 AT1280
 AT1280                          STATION RECOVERY (1965)
 AT1280
 AT1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1280'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AT1280'FOUND AND ARE
 AT1280'BELIEVED LOST DUE TO EROSION.
 AT1280
 AT1280                          STATION RECOVERY (1973)
 AT1280
 AT1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DEK)
 AT1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2467 ***********************************************************************
 BJ2467  DESIGNATION -  FUTRAL CAP
 BJ2467  PID         -  BJ2467
 BJ2467  STATE/COUNTY-  LA/ST LANDRY
 BJ2467  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2467
 BJ2467                         *CURRENT SURVEY CONTROL
 BJ2467  ___________________________________________________________________
 BJ2467* NAD 83(1986)-  30 26 36.     (N)    091 44 54.     (W)     SCALED    
 BJ2467* NAVD 88     -         8.67   (+/-2cm)      28.4    (feet)  VERTCON   
 BJ2467  ___________________________________________________________________
 BJ2467  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ2467
 BJ2467  VERT ORDER  -  ? (See Below)
 BJ2467
 BJ2467.The horizontal coordinates were scaled from a topographic map and have
 BJ2467.an estimated accuracy of +/- 6 seconds.
 BJ2467
 BJ2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2467.The vertical order pertains to the NGVD 29 superseded value.
 BJ2467
 BJ2467.The geoid height was determined by GEOID03.
 BJ2467
 BJ2467;                    North         East    Units  Estimated Accuracy
 BJ2467;SPC LA S     -   215,480.      960,140.      MT  (+/- 180 meters Scaled)
 BJ2467
 BJ2467                          SUPERSEDED SURVEY CONTROL
 BJ2467
 BJ2467  NGVD 29 (??/??/??)    8.678  (m)           28.47   (f) ADJUSTED    ?  
 BJ2467
 BJ2467.Superseded values are not recommended for survey control.
 BJ2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2467.See file dsdata.txt to determine how the superseded data were derived.
 BJ2467
 BJ2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP201685(NAD 83)
 BJ2467_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2467_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2467_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2467
 BJ2467  HISTORY     - Date     Condition        Report By
 BJ2467  HISTORY     - UNK      MONUMENTED       DOD
 BJ2467  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2467
 BJ2467                          STATION DESCRIPTION
 BJ2467
 BJ2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2467'7.4 MI SE FROM KROTZ SPRINGS.
 BJ2467'7.4 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2467'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1-1/4 MILES
 BJ2467'SOUTHEAST OF A POINT WHERE THE LEVEE CROSSES BAYOU COURTABLEAU, IN THE
 BJ2467'SW1/4 SEC. 15, T. 7 S., R. 7 E., 620 FEET SOUTHWEST OF LEVEE STATION
 BJ2467'2791+00, ON THE WEST BANK OF ATCHAFALAYA RIVER, ABOUT 375 FEET WEST OF
 BJ2467'THE WEST BANK OF LITTLE OFFA BAYOU, 32 FEET SOUTHEAST OF A 12-INCH
 BJ2467'CYPRESS TREE, 16 FEET NORTHWEST OF A 12-INCH WILLOW TREE, AND 15 FEET
 BJ2467'SOUTHWEST OF A 10-INCH WILLOW TREE.  AN IRON PIPE PROJECTING ABOUT 1
 BJ2467'FOOT ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2467'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1997 ***********************************************************************
 BX1997  DESIGNATION -  G 100
 BX1997  PID         -  BX1997
 BX1997  STATE/COUNTY-  LA/VERNON
 BX1997  USGS QUAD   -  LEESVILLE (1994)
 BX1997
 BX1997                         *CURRENT SURVEY CONTROL
 BX1997  ___________________________________________________________________
 BX1997* NAD 83(1986)-  31 09 48.     (N)    093 16 24.     (W)     SCALED    
 BX1997* NAVD 88     -        81.24   (+/-2cm)     266.5    (feet)  VERTCON   
 BX1997  ___________________________________________________________________
 BX1997  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX1997
 BX1997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1997
 BX1997.The horizontal coordinates were scaled from a topographic map and have
 BX1997.an estimated accuracy of +/- 6 seconds.
 BX1997
 BX1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1997.The vertical order pertains to the NGVD 29 superseded value.
 BX1997
 BX1997.The geoid height was determined by GEOID03.
 BX1997
 BX1997;                    North         East    Units  Estimated Accuracy
 BX1997;SPC LA N     -    73,810.      926,270.      MT  (+/- 180 meters Scaled)
 BX1997
 BX1997                          SUPERSEDED SURVEY CONTROL
 BX1997
 BX1997  NGVD 29 (??/??/??)   81.338  (m)          266.86   (f) ADJUSTED    2 0
 BX1997
 BX1997.Superseded values are not recommended for survey control.
 BX1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1997.See file dsdata.txt to determine how the superseded data were derived.
 BX1997
 BX1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ739477(NAD 83)
 BX1997_MARKER: DB = BENCH MARK DISK
 BX1997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1997_SP_SET: CONCRETE BLOCK
 BX1997_STAMPING: G 100 1933
 BX1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1997
 BX1997  HISTORY     - Date     Condition        Report By
 BX1997  HISTORY     - 1933     MONUMENTED       CGS
 BX1997  HISTORY     - 1974     GOOD             LADTD
 BX1997  HISTORY     - 19940611 GOOD             USPSQD
 BX1997  HISTORY     - 20010331 GOOD             NGS
 BX1997
 BX1997                          STATION DESCRIPTION
 BX1997
 BX1997'DESCRIBED BY LA TRANSP AND DEV 1974
 BX1997'1.90 MI N FROM LEESVILLE.
 BX1997'TO REACH THIS MARK FROM THE COURTHOUSE IN LEESVILLE, GO NORTH ON
 BX1997'UNITED STATES HIGHWAY 171 FOR 1.65 MILES TO THE INTERSECTION OF UNITED
 BX1997'STATES HIGHWAY 171 AND DIRT ROAD LEADING WEST.  CONTINUE DOWN DIRT
 BX1997'ROAD FOR 0.25 MILES TO THE KANSAS CITY SOUTHERN RAILROAD CROSSING. THE
 BX1997'MARK IS SOUTH OF THE RAILROAD CROSSING 415 FEET.  36 FEET WEST OF THE
 BX1997'WEST RAIL.  12.5 FEET EAST OF A MESH WIRE FENCE. SET IN THE TOP OF A 8
 BX1997'INCH CONCRETE BLOCK FLUSH WITH THE GROUND.  A METAL WITNESS POST IS
 BX1997'SET 1 FOOT EAST OF THE MARK.
 BX1997
 BX1997                          STATION RECOVERY (1994)
 BX1997
 BX1997'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1997'RECOVERED IN GOOD CONDITION.
 BX1997
 BX1997                          STATION RECOVERY (2001)
 BX1997
 BX1997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1997'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2180 ***********************************************************************
 BX2180  DESIGNATION -  G 102
 BX2180  PID         -  BX2180
 BX2180  STATE/COUNTY-  LA/DE SOTO
 BX2180  USGS QUAD   -  TRENTON (1995)
 BX2180
 BX2180                         *CURRENT SURVEY CONTROL
 BX2180  ___________________________________________________________________
 BX2180* NAD 83(1986)-  31 58 57.     (N)    093 39 57.     (W)     SCALED    
 BX2180* NAVD 88     -        87.53   (+/-2cm)     287.2    (feet)  VERTCON   
 BX2180  ___________________________________________________________________
 BX2180  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX2180
 BX2180  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2180
 BX2180.The horizontal coordinates were scaled from a topographic map and have
 BX2180.an estimated accuracy of +/- 6 seconds.
 BX2180
 BX2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2180.The vertical order pertains to the NGVD 29 superseded value.
 BX2180
 BX2180.The geoid height was determined by GEOID03.
 BX2180
 BX2180;                    North         East    Units  Estimated Accuracy
 BX2180;SPC LA N     -   164,970.      889,830.      MT  (+/- 180 meters Scaled)
 BX2180
 BX2180                          SUPERSEDED SURVEY CONTROL
 BX2180
 BX2180  NGVD 29 (??/??/??)   87.587  (m)          287.36   (f) ADJUSTED    1 2
 BX2180
 BX2180.Superseded values are not recommended for survey control.
 BX2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2180.See file dsdata.txt to determine how the superseded data were derived.
 BX2180
 BX2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR370386(NAD 83)
 BX2180_MARKER: DB = BENCH MARK DISK
 BX2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2180_STAMPING: G-102-1938
 BX2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2180+STABILITY: SURFACE MOTION
 BX2180
 BX2180  HISTORY     - Date     Condition        Report By
 BX2180  HISTORY     - 1938     MONUMENTED       CGS
 BX2180  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 BX2180
 BX2180                          STATION DESCRIPTION
 BX2180
 BX2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2180'4.2 MI SE FROM SOUTH MANSFIED.
 BX2180'ABOUT 4.2 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2180'STATION AT SOUTH MANSFIELD, DE SOTO PARISH, ABOUT 7 POLES NORTHWEST OF
 BX2180'MILEPOST 283, AND 45 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN
 BX2180'TRACK.  A STANDARD DISK, STAMPED G 102 1938 AND SET IN THE TOP OF A
 BX2180'CONCRETE POST.
 BX2180
 BX2180                          STATION RECOVERY (1997)
 BX2180
 BX2180'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1334 ***********************************************************************
 BW1334  DESIGNATION -  G 108
 BW1334  PID         -  BW1334
 BW1334  STATE/COUNTY-  LA/CONCORDIA
 BW1334  USGS QUAD   -  SLOCUM (1983)
 BW1334
 BW1334                         *CURRENT SURVEY CONTROL
 BW1334  ___________________________________________________________________
 BW1334* NAD 83(1986)-  31 17 12.     (N)    091 37 39.     (W)     SCALED    
 BW1334* NAVD 88     -        15.25   (+/-2cm)      50.0    (feet)  VERTCON   
 BW1334  ___________________________________________________________________
 BW1334  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW1334
 BW1334  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1334
 BW1334.The horizontal coordinates were scaled from a topographic map and have
 BW1334.an estimated accuracy of +/- 6 seconds.
 BW1334
 BW1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1334.The vertical order pertains to the NGVD 29 superseded value.
 BW1334
 BW1334.The geoid height was determined by GEOID03.
 BW1334
 BW1334;                    North         East    Units  Estimated Accuracy
 BW1334;SPC LA N     -    87,560.    1,083,070.      MT  (+/- 180 meters Scaled)
 BW1334
 BW1334                          SUPERSEDED SURVEY CONTROL
 BW1334
 BW1334  NGVD 29 (??/??/92)   15.230  (m)           49.97   (f) ADJ UNCH    1 2
 BW1334
 BW1334.Superseded values are not recommended for survey control.
 BW1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1334.See file dsdata.txt to determine how the superseded data were derived.
 BW1334
 BW1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ306621(NAD 83)
 BW1334_MARKER: DB = BENCH MARK DISK
 BW1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1334_STAMPING: G 108 1938
 BW1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1334+STABILITY: SURFACE MOTION
 BW1334
 BW1334  HISTORY     - Date     Condition        Report By
 BW1334  HISTORY     - 1938     MONUMENTED       CGS
 BW1334  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1334
 BW1334                          STATION DESCRIPTION
 BW1334
 BW1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1334'1 MI E FROM SLOCUM.
 BW1334'1 MILE EAST ALONG STATE HIGHWAY 49 FROM SLOCUM, CONCORDIA PARISH, ON
 BW1334'THE WEST BANK OF MISSISSIPPI RIVER, 1 MILE BELOW BOUGERE LANDING, 50
 BW1334'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 40 FEET NORTH OF THE TOE
 BW1334'OF THE LEVEE, 20 FEET WEST OF AN ANGLE IN THE LEVEE, 5 FEET EAST OF A
 BW1334'BLAZED 22-INCH COTTONWOOD TREE, AND 4 FEET NORTH OF A BLAZED WILLOW
 BW1334'TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 BW1334'INCHES ABOVE GROUND.
 BW1334
 BW1334                          STATION RECOVERY (1966)
 BW1334
 BW1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0542 ***********************************************************************
 BJ0542  DESIGNATION -  G 110
 BJ0542  PID         -  BJ0542
 BJ0542  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0542  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0542
 BJ0542                         *CURRENT SURVEY CONTROL
 BJ0542  ___________________________________________________________________
 BJ0542* NAD 83(1986)-  30 31 43.     (N)    091 09 22.     (W)     SCALED    
 BJ0542* NAVD 88     -        19.23   (+/-2cm)      63.1    (feet)  VERTCON   
 BJ0542  ___________________________________________________________________
 BJ0542  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0542
 BJ0542  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0542
 BJ0542.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ0542
 BJ0542.The horizontal coordinates were scaled from a topographic map and have
 BJ0542.an estimated accuracy of +/- 6 seconds.
 BJ0542
 BJ0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0542.The vertical order pertains to the NGVD 29 superseded value.
 BJ0542
 BJ0542.The geoid height was determined by GEOID03.
 BJ0542
 BJ0542;                    North         East    Units  Estimated Accuracy
 BJ0542;SPC LA S     -   224,880.    1,017,010.      MT  (+/- 180 meters Scaled)
 BJ0542
 BJ0542                          SUPERSEDED SURVEY CONTROL
 BJ0542
 BJ0542  NGVD 29 (??/??/??)   19.227  (m)           63.08   (f) ADJUSTED    1 2
 BJ0542
 BJ0542.Superseded values are not recommended for survey control.
 BJ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0542.See file dsdata.txt to determine how the superseded data were derived.
 BJ0542
 BJ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP769788(NAD 83)
 BJ0542_MARKER: DB = BENCH MARK DISK
 BJ0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0542_SP_SET: FOUNDATION
 BJ0542_STAMPING: G 110 1945
 BJ0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0542
 BJ0542  HISTORY     - Date     Condition        Report By
 BJ0542  HISTORY     - 1945     MONUMENTED       CGS
 BJ0542  HISTORY     - 1969     GOOD             CGS
 BJ0542  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0542
 BJ0542                          STATION DESCRIPTION
 BJ0542
 BJ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0542'1.6 MI E FROM SCOTLAND.
 BJ0542'LOCATED AT RYAN AIRPORT, FORMERLY HARDING FIELD, ON THE EAST SIDE OF
 BJ0542'THE HANGAR NOW OCCUPIED BY WILES-HOLLOWAY AIRCRAFT CORP., THIS IS THE
 BJ0542'SECOND HANGAR SOUTH OF THE PRESENT CONTROL TOWER AND TERMINAL
 BJ0542'BUILDING, IN THE NORTH OF TWO CONCRETE BASES WHICH SUPPORTED THE
 BJ0542'FORMER CONTROL TOWER, ABOUT 70 FEET SOUTH OF THE NORTH END OF THE
 BJ0542'HANGAR AND 7 FEET EAST OF THE NORTHEAST CORNER OF A CEMENT BLOCK
 BJ0542'ADDITION TO THE EAST SIDE OF THE HANGAR.  A BENCH MARK DISK SET
 BJ0542'VERTICALLY IN THE EAST SIDE OF THE FOUNDATION.
 BJ0542
 BJ0542                          STATION RECOVERY (1976)
 BJ0542
 BJ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0542'NOT RECOVERED, DISK BELIEVED TO BE DESTROYED BY CONSTRUCTION OF
 BJ0542'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1776 ***********************************************************************
 CQ1776  DESIGNATION -  G 111
 CQ1776  PID         -  CQ1776
 CQ1776  STATE/COUNTY-  LA/BOSSIER
 CQ1776  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1776
 CQ1776                         *CURRENT SURVEY CONTROL
 CQ1776  ___________________________________________________________________
 CQ1776* NAD 83(1986)-  32 29 56.     (N)    093 41 29.     (W)     SCALED    
 CQ1776* NAVD 88     -        52.30   (+/-2cm)     171.6    (feet)  VERTCON   
 CQ1776  ___________________________________________________________________
 CQ1776  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ1776
 CQ1776  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1776
 CQ1776.The horizontal coordinates were scaled from a topographic map and have
 CQ1776.an estimated accuracy of +/- 6 seconds.
 CQ1776
 CQ1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1776.The vertical order pertains to the NGVD 29 superseded value.
 CQ1776
 CQ1776.The geoid height was determined by GEOID03.
 CQ1776
 CQ1776;                    North         East    Units  Estimated Accuracy
 CQ1776;SPC LA N     -   222,250.      888,040.      MT  (+/- 180 meters Scaled)
 CQ1776
 CQ1776                          SUPERSEDED SURVEY CONTROL
 CQ1776
 CQ1776  NGVD 29 (??/??/??)   52.371  (m)          171.82   (f) ADJUSTED    1 1
 CQ1776
 CQ1776.Superseded values are not recommended for survey control.
 CQ1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1776.See file dsdata.txt to determine how the superseded data were derived.
 CQ1776
 CQ1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR350959(NAD 83)
 CQ1776_MARKER: DB = BENCH MARK DISK
 CQ1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1776_SP_SET: CONCRETE FOUNDATION
 CQ1776_STAMPING: G 111 1945
 CQ1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1776
 CQ1776  HISTORY     - Date     Condition        Report By
 CQ1776  HISTORY     - 1945     MONUMENTED       CGS
 CQ1776  HISTORY     - 1969     GOOD             CGS
 CQ1776  HISTORY     - 1977     GOOD             NGS
 CQ1776  HISTORY     - 1985     GOOD             USPSQD
 CQ1776
 CQ1776                          STATION DESCRIPTION
 CQ1776
 CQ1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1776'0.7 MI SW FROM BARKSDALE AIR FORCE BASE.
 CQ1776'ABOUT 0.7 MILE SOUTHWEST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ1776'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, 44 YARDS NORTHEAST
 CQ1776'OF THE CENTER LINE OF U.S. HIGHWAY 71, 113 1/2 FEET NORTHEAST OF THE
 CQ1776'NORTHEAST RAIL OF THE MAIN TRACK OF THE KANSAS CITY SOUTHERN RAILWAY,
 CQ1776'SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION FOR THE
 CQ1776'PIPE AT THE CENTER OF A WATER TOWER, 213 FEET NORTHWEST OF THE NORTH
 CQ1776'CORNER OF THE GUARDHOUSE AT THE MAIN ENTRANCE TO THE BASE, 1 FOOT
 CQ1776'SOUTH OF THE PIPE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 CQ1776'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  SEC 3, T 17N, R 13W.
 CQ1776
 CQ1776                          STATION RECOVERY (1977)
 CQ1776
 CQ1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1776'RECOVERED IN GOOD CONDITION.
 CQ1776
 CQ1776                          STATION RECOVERY (1985)
 CQ1776
 CQ1776'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0788 ***********************************************************************
 CQ0788  DESIGNATION -  G 115
 CQ0788  PID         -  CQ0788
 CQ0788  STATE/COUNTY-  LA/CALDWELL
 CQ0788  USGS QUAD   -  LUNA (1982)
 CQ0788
 CQ0788                         *CURRENT SURVEY CONTROL
 CQ0788  ___________________________________________________________________
 CQ0788* NAD 83(1986)-  32 15 43.     (N)    092 12 27.     (W)     SCALED    
 CQ0788* NAVD 88     -        61.35   (+/-2cm)     201.3    (feet)  VERTCON   
 CQ0788  ___________________________________________________________________
 CQ0788  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0788
 CQ0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0788
 CQ0788.The horizontal coordinates were scaled from a topographic map and have
 CQ0788.an estimated accuracy of +/- 6 seconds.
 CQ0788
 CQ0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0788.The vertical order pertains to the NGVD 29 superseded value.
 CQ0788
 CQ0788.The geoid height was determined by GEOID03.
 CQ0788
 CQ0788;                    North         East    Units  Estimated Accuracy
 CQ0788;SPC LA N     -   195,390.    1,027,560.      MT  (+/- 180 meters Scaled)
 CQ0788
 CQ0788                          SUPERSEDED SURVEY CONTROL
 CQ0788
 CQ0788  NGVD 29 (??/??/??)   61.382  (m)          201.38   (f) ADJUSTED    2 0
 CQ0788
 CQ0788.Superseded values are not recommended for survey control.
 CQ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0788.See file dsdata.txt to determine how the superseded data were derived.
 CQ0788
 CQ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR746697(NAD 83)
 CQ0788_MARKER: DB = BENCH MARK DISK
 CQ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0788_STAMPING: G 115 1949
 CQ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0788+STABILITY: SURFACE MOTION
 CQ0788
 CQ0788  HISTORY     - Date     Condition        Report By
 CQ0788  HISTORY     - 1949     MONUMENTED       CGS
 CQ0788
 CQ0788                          STATION DESCRIPTION
 CQ0788
 CQ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0788'4.8 MI NE FROM VIXEN.
 CQ0788'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0788'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.7
 CQ0788'MILES EAST ALONG A PARISH ROAD, THENCE 1.0 MILE NORTH ALONG A PARISH
 CQ0788'ROAD, IN THE NORTHWEST QUARTER OF A ROAD CROSSING, 66 FEET WEST OF THE
 CQ0788'CENTER LINE OF THE NORTH-SOUTH ROAD, 56 FEET NORTH OF THE CENTER LINE
 CQ0788'OF THE EAST-WEST ROAD, 11 FEET SOUTHWEST OF A 10-INCH OAK WITH A
 CQ0788'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 2 FEET WEST OF A
 CQ0788'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 4 FEET
 CQ0788'AND PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS
 CQ0788'LOCATED 0.6 MILE SOUTH OF BENCH MARK G 116.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0594 ***********************************************************************
 CQ0594  DESIGNATION -  G 116
 CQ0594  PID         -  CQ0594
 CQ0594  STATE/COUNTY-  LA/CALDWELL
 CQ0594  USGS QUAD   -  LUNA (1982)
 CQ0594
 CQ0594                         *CURRENT SURVEY CONTROL
 CQ0594  ___________________________________________________________________
 CQ0594* NAD 83(1986)-  32 16 16.     (N)    092 12 18.     (W)     SCALED    
 CQ0594* NAVD 88     -        62.50   (+/-2cm)     205.1    (feet)  VERTCON   
 CQ0594  ___________________________________________________________________
 CQ0594  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0594
 CQ0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0594
 CQ0594.The horizontal coordinates were scaled from a topographic map and have
 CQ0594.an estimated accuracy of +/- 6 seconds.
 CQ0594
 CQ0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0594.The vertical order pertains to the NGVD 29 superseded value.
 CQ0594
 CQ0594.The geoid height was determined by GEOID03.
 CQ0594
 CQ0594;                    North         East    Units  Estimated Accuracy
 CQ0594;SPC LA N     -   196,410.    1,027,790.      MT  (+/- 180 meters Scaled)
 CQ0594
 CQ0594                          SUPERSEDED SURVEY CONTROL
 CQ0594
 CQ0594  NGVD 29 (??/??/??)   62.531  (m)          205.15   (f) ADJUSTED    2 0
 CQ0594
 CQ0594.Superseded values are not recommended for survey control.
 CQ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0594.See file dsdata.txt to determine how the superseded data were derived.
 CQ0594
 CQ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR748707(NAD 83)
 CQ0594_MARKER: DB = BENCH MARK DISK
 CQ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0594_STAMPING: G 116 1949
 CQ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0594+STABILITY: SURFACE MOTION
 CQ0594
 CQ0594  HISTORY     - Date     Condition        Report By
 CQ0594  HISTORY     - 1949     MONUMENTED       CGS
 CQ0594  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0594
 CQ0594                          STATION DESCRIPTION
 CQ0594
 CQ0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0594'4.0 MI S FROM LUNA.
 CQ0594'4.0 MILES SOUTH ALONG STATE HIGHWAY 1496 FROM THE JUNCTION OF STATE
 CQ0594'HIGHWAYS 1496 AND 200 AT LUNA, AT A T ROAD JUNCTION, 65 FEET NORTH OF
 CQ0594'THE CENTER LINE OF A SIDE ROAD LEADING EAST, 22 FEET EAST OF THE
 CQ0594'CENTER LINE OF THE MAIN ROAD, 18 FEET NORTH OF AN 11 INCH TRIANGULAR
 CQ0594'BLAZED OAK TREE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ0594'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CQ0594
 CQ0594                          STATION RECOVERY (1977)
 CQ0594
 CQ0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0832 ***********************************************************************
 CQ0832  DESIGNATION -  G 117
 CQ0832  PID         -  CQ0832
 CQ0832  STATE/COUNTY-  LA/CALDWELL
 CQ0832  USGS QUAD   -  RIVERTON (1989)
 CQ0832
 CQ0832                         *CURRENT SURVEY CONTROL
 CQ0832  ___________________________________________________________________
 CQ0832* NAD 83(1986)-  32 10 45.     (N)    092 06 09.     (W)     SCALED    
 CQ0832* NAVD 88     -        21.25   (+/-2cm)      69.7    (feet)  VERTCON   
 CQ0832  ___________________________________________________________________
 CQ0832  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0832
 CQ0832  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0832
 CQ0832.The horizontal coordinates were scaled from a topographic map and have
 CQ0832.an estimated accuracy of +/- 6 seconds.
 CQ0832
 CQ0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0832.The vertical order pertains to the NGVD 29 superseded value.
 CQ0832
 CQ0832.The geoid height was determined by GEOID03.
 CQ0832
 CQ0832;                    North         East    Units  Estimated Accuracy
 CQ0832;SPC LA N     -   186,250.    1,037,490.      MT  (+/- 180 meters Scaled)
 CQ0832
 CQ0832                          SUPERSEDED SURVEY CONTROL
 CQ0832
 CQ0832  NGVD 29 (??/??/??)   21.284  (m)           69.83   (f) ADJUSTED    1 2
 CQ0832
 CQ0832.Superseded values are not recommended for survey control.
 CQ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0832.See file dsdata.txt to determine how the superseded data were derived.
 CQ0832
 CQ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR846606(NAD 83)
 CQ0832_MARKER: DB = BENCH MARK DISK
 CQ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0832_STAMPING: G 117 1949
 CQ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0832+STABILITY: SURFACE MOTION
 CQ0832
 CQ0832  HISTORY     - Date     Condition        Report By
 CQ0832  HISTORY     - 1949     MONUMENTED       CGS
 CQ0832  HISTORY     - 1966     GOOD             CGS
 CQ0832
 CQ0832                          STATION DESCRIPTION
 CQ0832
 CQ0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0832'7.9 MI N FROM COLUMBIA.
 CQ0832'ABOUT 7.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0832'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.6 MILE
 CQ0832'SOUTHWEST ALONG A GRAVELED ROAD TO THE RIVER AND LOCK AND DAM NUMBER
 CQ0832'3, THENCE 0.2 MILE SOUTHEAST ACROSS THE RIVER, IN SECTION 19, T 14 N,
 CQ0832'R 4 E, AT THE U.S. ENGINEERS QUARTERS FOR THE LOCK AND DAM, 65 FEET
 CQ0832'NORTHWEST OF THE WEST CORNER OF BUILDING 350, 150 FEET SOUTHEAST OF
 CQ0832'THE SOUTHEAST END OF THE LOCK, 2.4 FEET SOUTHWEST OF A FLAG POLE, 1.7
 CQ0832'FEET WEST OF THE SOUTH CORNER OF THE FLAG POLE BASE, 1.7 FEET SOUTH OF
 CQ0832'THE WEST CORNER OF THE BASE, AND SET IN THE TOP OF A CONCRETE POST
 CQ0832'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0659 ***********************************************************************
 CQ0659  DESIGNATION -  G 118
 CQ0659  PID         -  CQ0659
 CQ0659  STATE/COUNTY-  LA/OUACHITA
 CQ0659  USGS QUAD   -  CADEVILLE (1982)
 CQ0659
 CQ0659                         *CURRENT SURVEY CONTROL
 CQ0659  ___________________________________________________________________
 CQ0659* NAD 83(1986)-  32 26 27.     (N)    092 20 43.     (W)     SCALED    
 CQ0659* NAVD 88     -        51.10   (+/-2cm)     167.7    (feet)  VERTCON   
 CQ0659  ___________________________________________________________________
 CQ0659  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0659
 CQ0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0659
 CQ0659.The horizontal coordinates were scaled from a topographic map and have
 CQ0659.an estimated accuracy of +/- 6 seconds.
 CQ0659
 CQ0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0659.The vertical order pertains to the NGVD 29 superseded value.
 CQ0659
 CQ0659.The geoid height was determined by GEOID03.
 CQ0659
 CQ0659;                    North         East    Units  Estimated Accuracy
 CQ0659;SPC LA N     -   215,200.    1,014,550.      MT  (+/- 180 meters Scaled)
 CQ0659
 CQ0659                          SUPERSEDED SURVEY CONTROL
 CQ0659
 CQ0659  NGVD 29 (??/??/??)   51.152  (m)          167.82   (f) ADJUSTED    2 0
 CQ0659
 CQ0659.Superseded values are not recommended for survey control.
 CQ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0659.See file dsdata.txt to determine how the superseded data were derived.
 CQ0659
 CQ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR615894(NAD 83)
 CQ0659_MARKER: DB = BENCH MARK DISK
 CQ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0659_STAMPING: G 118 1949
 CQ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0659+STABILITY: SURFACE MOTION
 CQ0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0659+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 CQ0659
 CQ0659  HISTORY     - Date     Condition        Report By
 CQ0659  HISTORY     - 1949     MONUMENTED       CGS
 CQ0659  HISTORY     - 1950     GOOD             CGS
 CQ0659  HISTORY     - 1974     GOOD             NGS
 CQ0659  HISTORY     - 1990     GOOD             USPSQD
 CQ0659  HISTORY     - 19910423 GOOD             USPSQD
 CQ0659  HISTORY     - 20050704 GOOD             GEOCAC
 CQ0659
 CQ0659                          STATION DESCRIPTION
 CQ0659
 CQ0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0659'0.9 MI N FROM CADEVILLE.
 CQ0659'0.9 MILE NORTH ALONG STATE HIGHWAY NO. 201 FROM THE JOHN H. HENRY
 CQ0659'STORE AT CADEVILLE, AT A ROAD CROSSING AT THE SUMMIT OF A HILL, 96
 CQ0659'FEET NORTHWEST OF A POWER LINE POLE, 59 FEET WEST OF THE CENTER LINE
 CQ0659'OF THE HIGHWAY, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 CQ0659'WEST, 22 FEET WEST OF THE CENTER LINE OF A GATE, 1.1 FEET SOUTH OF A
 CQ0659'FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 CQ0659'POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0659
 CQ0659                          STATION RECOVERY (1974)
 CQ0659
 CQ0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CQ0659'RECOVERED IN GOOD CONDITION.
 CQ0659
 CQ0659                          STATION RECOVERY (1990)
 CQ0659
 CQ0659'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0659'RECOVERED IN GOOD CONDITION.
 CQ0659
 CQ0659                          STATION RECOVERY (1991)
 CQ0659
 CQ0659'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0659'RECOVERED IN GOOD CONDITION.
 CQ0659
 CQ0659                          STATION RECOVERY (2005)
 CQ0659
 CQ0659'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1680 ***********************************************************************
 CQ1680  DESIGNATION -  G 12
 CQ1680  PID         -  CQ1680
 CQ1680  STATE/COUNTY-  LA/CADDO
 CQ1680  USGS QUAD   -  STONEWALL (1992)
 CQ1680
 CQ1680                         *CURRENT SURVEY CONTROL
 CQ1680  ___________________________________________________________________
 CQ1680* NAD 83(1986)-  32 20 06.     (N)    093 50 12.     (W)     SCALED    
 CQ1680* NAVD 88     -        59.358  (meters)     194.74   (feet)  ADJUSTED  
 CQ1680  ___________________________________________________________________
 CQ1680  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1680  DYNAMIC HT  -          59.290 (meters)     194.52  (feet)  COMP
 CQ1680  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CQ1680
 CQ1680  VERT ORDER  -  FIRST     CLASS II
 CQ1680
 CQ1680.The horizontal coordinates were scaled from a topographic map and have
 CQ1680.an estimated accuracy of +/- 6 seconds.
 CQ1680
 CQ1680.The orthometric height was determined by differential leveling
 CQ1680.and adjusted by the National Geodetic Survey in June 1991..
 CQ1680
 CQ1680.The geoid height was determined by GEOID03.
 CQ1680
 CQ1680.The dynamic height is computed by dividing the NAVD 88
 CQ1680.geopotential number by the normal gravity value computed on the
 CQ1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1680.degrees latitude (g = 980.6199 gals.).
 CQ1680
 CQ1680.The modeled gravity was interpolated from observed gravity values.
 CQ1680
 CQ1680;                    North         East    Units  Estimated Accuracy
 CQ1680;SPC LA N     -   204,230.      874,170.      MT  (+/- 180 meters Scaled)
 CQ1680
 CQ1680                          SUPERSEDED SURVEY CONTROL
 CQ1680
 CQ1680  NGVD 29 (??/??/??)   59.414  (m)          194.93   (f) ADJUSTED    1 2
 CQ1680
 CQ1680.Superseded values are not recommended for survey control.
 CQ1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1680.See file dsdata.txt to determine how the superseded data were derived.
 CQ1680
 CQ1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR212778(NAD 83)
 CQ1680_MARKER: DB = BENCH MARK DISK
 CQ1680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1680_SP_SET: CULVERT
 CQ1680_STAMPING: G 12 194.931
 CQ1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1680
 CQ1680  HISTORY     - Date     Condition        Report By
 CQ1680  HISTORY     - UNK      MONUMENTED       CGS
 CQ1680  HISTORY     - 1935     GOOD             CGS
 CQ1680  HISTORY     - 1955     MARK NOT FOUND   USGS
 CQ1680  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1680
 CQ1680                          STATION DESCRIPTION
 CQ1680
 CQ1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ1680'IN KEITHVILLE.
 CQ1680'IS LOCATED AT KEITHVILLE, CADDO PARISH, LA., 6 POLES N.E.  OF HOUSTON,
 CQ1680'EAST AND WEST TEXAS RWY. MILE POST NO. 219.  IT IS 70 FT. NORTH OF THE
 CQ1680'CENTER LINE OF THE MAIN TRACK, AND IN A CONCRETE CULVERT ON THE
 CQ1680'JEFFERSON HWY.  IT IS ON THE RIGHT HAND SIDE AND ON TOP OF THE CULVERT
 CQ1680'GOING INTO KEITHVILLE FROM SHREVEPORT.  THE WATER TANK IN OLD
 CQ1680'DESCRIPTION HAS BEEN TAKEN AWAY.  MARK IS A STANDARD DISK, WITH THE
 CQ1680'NUMBER G 12 AND THE ELEVATION NUMBER 194.931 STAMPED ON THE DISK.
 CQ1680'NOTE-- ABOUT 6 1/2 POLES SE OF T-NO RR MILEPOST 219, 2 FT HIGHER THAN
 CQ1680'THE HIGHWAY.
 CQ1680
 CQ1680                          STATION RECOVERY (1955)
 CQ1680
 CQ1680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CQ1680'MARK NOT FOUND.
 CQ1680
 CQ1680                          STATION RECOVERY (1999)
 CQ1680
 CQ1680'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1471 ***********************************************************************
 BX1471  DESIGNATION -  G 121
 BX1471  PID         -  BX1471
 BX1471  STATE/COUNTY-  LA/WINN
 BX1471  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1471
 BX1471                         *CURRENT SURVEY CONTROL
 BX1471  ___________________________________________________________________
 BX1471* NAD 83(1986)-  31 49 52.     (N)    092 45 44.     (W)     SCALED    
 BX1471* NAVD 88     -        70.68   (+/-2cm)     231.9    (feet)  VERTCON   
 BX1471  ___________________________________________________________________
 BX1471  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX1471
 BX1471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1471
 BX1471.The horizontal coordinates were scaled from a topographic map and have
 BX1471.an estimated accuracy of +/- 6 seconds.
 BX1471
 BX1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1471.The vertical order pertains to the NGVD 29 superseded value.
 BX1471
 BX1471.The geoid height was determined by GEOID03.
 BX1471
 BX1471;                    North         East    Units  Estimated Accuracy
 BX1471;SPC LA N     -   147,620.      975,180.      MT  (+/- 180 meters Scaled)
 BX1471
 BX1471                          SUPERSEDED SURVEY CONTROL
 BX1471
 BX1471  NGVD 29 (??/??/??)   70.698  (m)          231.95   (f) ADJUSTED    2 0
 BX1471
 BX1471.Superseded values are not recommended for survey control.
 BX1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1471.See file dsdata.txt to determine how the superseded data were derived.
 BX1471
 BX1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR225217(NAD 83)
 BX1471_MARKER: DB = BENCH MARK DISK
 BX1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1471_STAMPING: G 121 1949
 BX1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1471+STABILITY: SURFACE MOTION
 BX1471
 BX1471  HISTORY     - Date     Condition        Report By
 BX1471  HISTORY     - 1949     MONUMENTED       CGS
 BX1471  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1471  HISTORY     - 20010922 GOOD             USPSQD
 BX1471
 BX1471                          STATION DESCRIPTION
 BX1471
 BX1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1471'2.0 MI NW FROM ATLANTA.
 BX1471'0.25 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT ATLANTA,
 BX1471'THENCE 1.75 MILES NORTHWEST ALONG A DIRT ROAD, 23 FEET SOUTHWEST OF
 BX1471'THE CENTER LINE OF THE ROAD, 12.0 FEET EAST OF A 16 INCH TRIANGULAR
 BX1471'BLAZED PINE TREE, 25.0 FEET SOUTH OF A 20 INCH TRIANGULAR BLAZED PINE
 BX1471'TREE, 2.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1471'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1471
 BX1471                          STATION RECOVERY (1980)
 BX1471
 BX1471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1471'MARK NOT FOUND.
 BX1471
 BX1471                          STATION RECOVERY (2001)
 BX1471
 BX1471'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1647 ***********************************************************************
 BX1647  DESIGNATION -  G 122
 BX1647  PID         -  BX1647
 BX1647  STATE/COUNTY-  LA/GRANT
 BX1647  USGS QUAD   -  PACKTON (1984)
 BX1647
 BX1647                         *CURRENT SURVEY CONTROL
 BX1647  ___________________________________________________________________
 BX1647* NAD 83(1986)-  31 45 34.     (N)    092 36 56.     (W)     SCALED    
 BX1647* NAVD 88     -        45.13   (+/-2cm)     148.1    (feet)  VERTCON   
 BX1647  ___________________________________________________________________
 BX1647  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1647
 BX1647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1647
 BX1647.The horizontal coordinates were scaled from a topographic map and have
 BX1647.an estimated accuracy of +/- 6 seconds.
 BX1647
 BX1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1647.The vertical order pertains to the NGVD 29 superseded value.
 BX1647
 BX1647.The geoid height was determined by GEOID03.
 BX1647
 BX1647;                    North         East    Units  Estimated Accuracy
 BX1647;SPC LA N     -   139,650.      989,050.      MT  (+/- 180 meters Scaled)
 BX1647
 BX1647                          SUPERSEDED SURVEY CONTROL
 BX1647
 BX1647  NGVD 29 (??/??/??)   45.148  (m)          148.12   (f) ADJUSTED    2 0
 BX1647
 BX1647.Superseded values are not recommended for survey control.
 BX1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1647.See file dsdata.txt to determine how the superseded data were derived.
 BX1647
 BX1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR364138(NAD 83)
 BX1647_MARKER: DB = BENCH MARK DISK
 BX1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1647_STAMPING: G 122 1949
 BX1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1647+STABILITY: SURFACE MOTION
 BX1647
 BX1647  HISTORY     - Date     Condition        Report By
 BX1647  HISTORY     - 1949     MONUMENTED       CGS
 BX1647
 BX1647                          STATION DESCRIPTION
 BX1647
 BX1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1647'6.7 MI W FROM PACKTON.
 BX1647'0.15 MILE WEST ALONG STATE HIGHWAY 8 FROM THE LOUISIANA AND ARKANSAS
 BX1647'RAILROAD STATION AT PACKTON, THENCE 3.75 MILES SOUTH ALONG U.S.
 BX1647'HIGHWAY 167, THENCE 2.8 MILES NORTHWEST ALONG A GRAVELED ROAD, 28 FEET
 BX1647'NORTHEAST OF THE CENTER LINE OF THE ROAD, 17.0 FEET NORTH OF A 14 INCH
 BX1647'TRIANGULAR BLAZED PINE TREE, 29.0 FEET EAST OF A 16 INCH TRIANGULAR
 BX1647'BLAZED PINE TREE, 2.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BX1647'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0567 ***********************************************************************
 CQ0567  DESIGNATION -  G 123
 CQ0567  PID         -  CQ0567
 CQ0567  STATE/COUNTY-  LA/CALDWELL
 CQ0567  USGS QUAD   -  COLUMBIA (1989)
 CQ0567
 CQ0567                         *CURRENT SURVEY CONTROL
 CQ0567  ___________________________________________________________________
 CQ0567* NAD 83(1986)-  32 02 51.     (N)    092 04 04.     (W)     SCALED    
 CQ0567* NAVD 88     -        75.92   (+/-2cm)     249.1    (feet)  VERTCON   
 CQ0567  ___________________________________________________________________
 CQ0567  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0567
 CQ0567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0567
 CQ0567.The horizontal coordinates were scaled from a topographic map and have
 CQ0567.an estimated accuracy of +/- 6 seconds.
 CQ0567
 CQ0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0567.The vertical order pertains to the NGVD 29 superseded value.
 CQ0567
 CQ0567.The geoid height was determined by GEOID03.
 CQ0567
 CQ0567;                    North         East    Units  Estimated Accuracy
 CQ0567;SPC LA N     -   171,660.    1,040,820.      MT  (+/- 180 meters Scaled)
 CQ0567
 CQ0567                          SUPERSEDED SURVEY CONTROL
 CQ0567
 CQ0567  NGVD 29 (??/??/??)   75.938  (m)          249.14   (f) ADJUSTED    2 0
 CQ0567
 CQ0567.Superseded values are not recommended for survey control.
 CQ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0567.See file dsdata.txt to determine how the superseded data were derived.
 CQ0567
 CQ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR880460(NAD 83)
 CQ0567_MARKER: DB = BENCH MARK DISK
 CQ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0567_STAMPING: G 123 1949
 CQ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0567+STABILITY: SURFACE MOTION
 CQ0567
 CQ0567  HISTORY     - Date     Condition        Report By
 CQ0567  HISTORY     - 1949     MONUMENTED       CGS
 CQ0567  HISTORY     - 1959     GOOD             CGS
 CQ0567
 CQ0567                          STATION DESCRIPTION
 CQ0567
 CQ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CQ0567'4.75 MI S FROM COLUMBIA.
 CQ0567'LOCATED 1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST
 CQ0567'CHURCH IN COLUMBIA, THENCE 3.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 CQ0567'849.  43 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16 FEET NORTH OF
 CQ0567'THE CENTER OF THE DRIVEWAY LEADING TO A FARM HOUSE, 4 FEET NORTH OF A
 CQ0567'POWER POLE, 126 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CQ0567'FARMHOUSE, 1.5 FEET SOUTH OF A METAL WITNESS POST BEARING A WHITE
 CQ0567'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND
 CQ0567'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0479 ***********************************************************************
 BX0479  DESIGNATION -  G 124
 BX0479  PID         -  BX0479
 BX0479  STATE/COUNTY-  LA/LA SALLE
 BX0479  USGS QUAD   -  OLLA EAST (1984)
 BX0479
 BX0479                         *CURRENT SURVEY CONTROL
 BX0479  ___________________________________________________________________
 BX0479* NAD 83(1986)-  31 52 32.     (N)    092 12 33.     (W)     SCALED    
 BX0479* NAVD 88     -        37.56   (+/-2cm)     123.2    (feet)  VERTCON   
 BX0479  ___________________________________________________________________
 BX0479  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0479
 BX0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0479
 BX0479.The horizontal coordinates were scaled from a topographic map and have
 BX0479.an estimated accuracy of +/- 6 seconds.
 BX0479
 BX0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0479.The vertical order pertains to the NGVD 29 superseded value.
 BX0479
 BX0479.The geoid height was determined by GEOID03.
 BX0479
 BX0479;                    North         East    Units  Estimated Accuracy
 BX0479;SPC LA N     -   152,550.    1,027,520.      MT  (+/- 180 meters Scaled)
 BX0479
 BX0479                          SUPERSEDED SURVEY CONTROL
 BX0479
 BX0479  NGVD 29 (??/??/??)   37.568  (m)          123.25   (f) ADJUSTED    2 0
 BX0479
 BX0479.Superseded values are not recommended for survey control.
 BX0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0479.See file dsdata.txt to determine how the superseded data were derived.
 BX0479
 BX0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR748269(NAD 83)
 BX0479_MARKER: DB = BENCH MARK DISK
 BX0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0479_STAMPING: G 124 1949
 BX0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0479+STABILITY: SURFACE MOTION
 BX0479
 BX0479  HISTORY     - Date     Condition        Report By
 BX0479  HISTORY     - 1949     MONUMENTED       CGS
 BX0479  HISTORY     - 1965     GOOD             CGS
 BX0479
 BX0479                          STATION DESCRIPTION
 BX0479
 BX0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0479'4.0 MI SE FROM OLLA.
 BX0479'ABOUT 2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 127 FROM THE MISSOURI
 BX0479'PACIFIC RAILROAD STATION AT OLLA, THENCE 0.15 MILE NORTH ALONG A
 BX0479'GRAVELED ROAD TO A Y-JUNCTION OF ROADS, THENCE 0.9 MILE EAST ALONG A
 BX0479'GRAVELED ROAD TO POWER POLE NUMBER 10, THENCE 0.1 MILE SOUTHEAST ALONG
 BX0479'A DIM WOODS ROAD, THENCE 0.05 MILE EAST ALONG A WOODS ROAD, ABOUT 0.25
 BX0479'MILE SOUTHWEST OF THE ARCHIE L. KIRKHAM FARMHOUSE, 28 FEET NORTH OF
 BX0479'THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A WOODEN WITNESS POST,
 BX0479'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0529 ***********************************************************************
 BX0529  DESIGNATION -  G 125
 BX0529  PID         -  BX0529
 BX0529  STATE/COUNTY-  LA/LA SALLE
 BX0529  USGS QUAD   -  JENA WEST (1985)
 BX0529
 BX0529                         *CURRENT SURVEY CONTROL
 BX0529  ___________________________________________________________________
 BX0529* NAD 83(1986)-  31 44 26.     (N)    092 09 24.     (W)     SCALED    
 BX0529* NAVD 88     -        56.35   (+/-2cm)     184.9    (feet)  VERTCON   
 BX0529  ___________________________________________________________________
 BX0529  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0529
 BX0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0529
 BX0529.The horizontal coordinates were scaled from a topographic map and have
 BX0529.an estimated accuracy of +/- 6 seconds.
 BX0529
 BX0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0529.The vertical order pertains to the NGVD 29 superseded value.
 BX0529
 BX0529.The geoid height was determined by GEOID03.
 BX0529
 BX0529;                    North         East    Units  Estimated Accuracy
 BX0529;SPC LA N     -   137,600.    1,032,530.      MT  (+/- 180 meters Scaled)
 BX0529
 BX0529                          SUPERSEDED SURVEY CONTROL
 BX0529
 BX0529  NGVD 29 (??/??/??)   56.346  (m)          184.86   (f) ADJUSTED    2 0
 BX0529
 BX0529.Superseded values are not recommended for survey control.
 BX0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0529.See file dsdata.txt to determine how the superseded data were derived.
 BX0529
 BX0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR798119(NAD 83)
 BX0529_MARKER: DB = BENCH MARK DISK
 BX0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0529_STAMPING: G 125 1950
 BX0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0529+STABILITY: SURFACE MOTION
 BX0529
 BX0529  HISTORY     - Date     Condition        Report By
 BX0529  HISTORY     - 1950     MONUMENTED       CGS
 BX0529
 BX0529                          STATION DESCRIPTION
 BX0529
 BX0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0529'4.0 MI NW FROM JENA.
 BX0529'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT JENA,
 BX0529'200.0 FEET SOUTHEAST OF THE EAST END OF A 24-INCH CONCRETE TUBE
 BX0529'CULVERT, 76 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20.0 FEET
 BX0529'WEST OF A 14-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE
 BX0529'TREE, 15.0 FEET NORTHWEST OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON
 BX0529'THE WEST SIDE OF THE TREE, 14.0 FEET SOUTHEAST OF A 10-INCH PINE WITH
 BX0529'A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.6 FEET WEST OF A
 BX0529'REFERENCE POST, AND SET IN THE TOP OF A 3.5-FOOT CONCRETE POST
 BX0529'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0761 ***********************************************************************
 CQ0761  DESIGNATION -  G 127
 CQ0761  PID         -  CQ0761
 CQ0761  STATE/COUNTY-  LA/JACKSON
 CQ0761  USGS QUAD   -  CHATHAM (1982)
 CQ0761
 CQ0761                         *CURRENT SURVEY CONTROL
 CQ0761  ___________________________________________________________________
 CQ0761* NAD 83(1986)-  32 18 32.     (N)    092 23 45.     (W)     SCALED    
 CQ0761* NAVD 88     -        46.37   (+/-2cm)     152.1    (feet)  VERTCON   
 CQ0761  ___________________________________________________________________
 CQ0761  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0761
 CQ0761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0761
 CQ0761.The horizontal coordinates were scaled from a topographic map and have
 CQ0761.an estimated accuracy of +/- 6 seconds.
 CQ0761
 CQ0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0761.The vertical order pertains to the NGVD 29 superseded value.
 CQ0761
 CQ0761.The geoid height was determined by GEOID03.
 CQ0761
 CQ0761;                    North         East    Units  Estimated Accuracy
 CQ0761;SPC LA N     -   200,570.    1,009,810.      MT  (+/- 180 meters Scaled)
 CQ0761
 CQ0761                          SUPERSEDED SURVEY CONTROL
 CQ0761
 CQ0761  NGVD 29 (??/??/??)   46.408  (m)          152.26   (f) ADJUSTED    2 0
 CQ0761
 CQ0761.Superseded values are not recommended for survey control.
 CQ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0761.See file dsdata.txt to determine how the superseded data were derived.
 CQ0761
 CQ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR568748(NAD 83)
 CQ0761_MARKER: DB = BENCH MARK DISK
 CQ0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0761_SP_SET: BRIDGE
 CQ0761_STAMPING: G 127 1950
 CQ0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0761
 CQ0761  HISTORY     - Date     Condition        Report By
 CQ0761  HISTORY     - 1950     MONUMENTED       CGS
 CQ0761
 CQ0761                          STATION DESCRIPTION
 CQ0761
 CQ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0761'4.25 MI NE FROM CHATHAM.
 CQ0761'1.55 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0761'AT CHATHAM, THENCE 2.7 MILES EAST ALONG A GRAVELED ROAD.  12 FEET
 CQ0761'SOUTH OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF THE WEST
 CQ0761'END OF THE SOUTH CURB OF A 100-FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0628 ***********************************************************************
 CQ0628  DESIGNATION -  G 128
 CQ0628  PID         -  CQ0628
 CQ0628  STATE/COUNTY-  LA/WINN
 CQ0628  USGS QUAD   -  SIKES (1989)
 CQ0628
 CQ0628                         *CURRENT SURVEY CONTROL
 CQ0628  ___________________________________________________________________
 CQ0628* NAD 83(1986)-  32 03 32.     (N)    092 22 38.     (W)     SCALED    
 CQ0628* NAVD 88     -        41.06   (+/-2cm)     134.7    (feet)  VERTCON   
 CQ0628  ___________________________________________________________________
 CQ0628  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CQ0628
 CQ0628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0628
 CQ0628.The horizontal coordinates were scaled from a topographic map and have
 CQ0628.an estimated accuracy of +/- 6 seconds.
 CQ0628
 CQ0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0628.The vertical order pertains to the NGVD 29 superseded value.
 CQ0628
 CQ0628.The geoid height was determined by GEOID03.
 CQ0628
 CQ0628;                    North         East    Units  Estimated Accuracy
 CQ0628;SPC LA N     -   172,850.    1,011,590.      MT  (+/- 180 meters Scaled)
 CQ0628
 CQ0628                          SUPERSEDED SURVEY CONTROL
 CQ0628
 CQ0628  NGVD 29 (??/??/??)   41.089  (m)          134.81   (f) ADJUSTED    2 0
 CQ0628
 CQ0628.Superseded values are not recommended for survey control.
 CQ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0628.See file dsdata.txt to determine how the superseded data were derived.
 CQ0628
 CQ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR587471(NAD 83)
 CQ0628_MARKER: DB = BENCH MARK DISK
 CQ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0628_STAMPING: G 128 1950
 CQ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0628+STABILITY: SURFACE MOTION
 CQ0628
 CQ0628  HISTORY     - Date     Condition        Report By
 CQ0628  HISTORY     - 1950     MONUMENTED       CGS
 CQ0628
 CQ0628                          STATION DESCRIPTION
 CQ0628
 CQ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0628'8.45 MI E FROM SIKES.
 CQ0628'5.45 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0628'SIKES, THENCE 2.05 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.95
 CQ0628'MILE SOUTHEAST ALONG A GRADED DIRT ROAD.  1.0 MILE SOUTHWEST OF BENCH
 CQ0628'MARK F 128, AT A ROAD JUNCTION, 119 FEET SOUTHWEST OF THE CENTER OF
 CQ0628'THE ROAD JUNCTION, 71 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 CQ0628'ROAD, 1.1 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CQ0628'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0544 ***********************************************************************
 CQ0544  DESIGNATION -  G 129
 CQ0544  PID         -  CQ0544
 CQ0544  STATE/COUNTY-  LA/JACKSON
 CQ0544  USGS QUAD   -  CHATHAM (1982)
 CQ0544
 CQ0544                         *CURRENT SURVEY CONTROL
 CQ0544  ___________________________________________________________________
 CQ0544* NAD 83(1986)-  32 17 36.     (N)    092 27 32.     (W)     SCALED    
 CQ0544* NAVD 88     -        76.49   (+/-2cm)     251.0    (feet)  VERTCON   
 CQ0544  ___________________________________________________________________
 CQ0544  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0544
 CQ0544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0544
 CQ0544.The horizontal coordinates were scaled from a topographic map and have
 CQ0544.an estimated accuracy of +/- 6 seconds.
 CQ0544
 CQ0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0544.The vertical order pertains to the NGVD 29 superseded value.
 CQ0544
 CQ0544.The geoid height was determined by GEOID03.
 CQ0544
 CQ0544;                    North         East    Units  Estimated Accuracy
 CQ0544;SPC LA N     -   198,840.    1,003,870.      MT  (+/- 180 meters Scaled)
 CQ0544
 CQ0544                          SUPERSEDED SURVEY CONTROL
 CQ0544
 CQ0544  NGVD 29 (??/??/??)   76.527  (m)          251.07   (f) ADJUSTED    2 0
 CQ0544
 CQ0544.Superseded values are not recommended for survey control.
 CQ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0544.See file dsdata.txt to determine how the superseded data were derived.
 CQ0544
 CQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR509730(NAD 83)
 CQ0544_MARKER: DB = BENCH MARK DISK
 CQ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0544_STAMPING: G 129 1950
 CQ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0544+STABILITY: SURFACE MOTION
 CQ0544
 CQ0544  HISTORY     - Date     Condition        Report By
 CQ0544  HISTORY     - 1950     MONUMENTED       CGS
 CQ0544
 CQ0544                          STATION DESCRIPTION
 CQ0544
 CQ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0544'1.1 MI SW FROM CHATHAM.
 CQ0544'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLE BANK
 CQ0544'AT CHATHAM, AT A Y-JUNCTION OF ROADS AT THE SUMMIT OF A HILL, IN THE
 CQ0544'WEST EDGE OF A WOODS, 40 FEET NORTHEAST OF THE CENTER LINE OF A SIDE
 CQ0544'ROAD LEADING SOUTHEAST AND ACROSS THE TREMONT AND GULF RAILWAY TRACKS,
 CQ0544'33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET SOUTHWEST OF
 CQ0544'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 CQ0544'FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0444 ***********************************************************************
 BX0444  DESIGNATION -  G 130
 BX0444  PID         -  BX0444
 BX0444  STATE/COUNTY-  LA/CALDWELL
 BX0444  USGS QUAD   -  HOLUM (1988)
 BX0444
 BX0444                         *CURRENT SURVEY CONTROL
 BX0444  ___________________________________________________________________
 BX0444* NAD 83(1986)-  31 55 41.     (N)    092 03 39.     (W)     SCALED    
 BX0444* NAVD 88     -        70.47   (+/-2cm)     231.2    (feet)  VERTCON   
 BX0444  ___________________________________________________________________
 BX0444  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0444
 BX0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0444
 BX0444.The horizontal coordinates were scaled from a topographic map and have
 BX0444.an estimated accuracy of +/- 6 seconds.
 BX0444
 BX0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0444.The vertical order pertains to the NGVD 29 superseded value.
 BX0444
 BX0444.The geoid height was determined by GEOID03.
 BX0444
 BX0444;                    North         East    Units  Estimated Accuracy
 BX0444;SPC LA N     -   158,420.    1,041,530.      MT  (+/- 180 meters Scaled)
 BX0444
 BX0444                          SUPERSEDED SURVEY CONTROL
 BX0444
 BX0444  NGVD 29 (??/??/??)   70.476  (m)          231.22   (f) ADJUSTED    2 0
 BX0444
 BX0444.Superseded values are not recommended for survey control.
 BX0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0444.See file dsdata.txt to determine how the superseded data were derived.
 BX0444
 BX0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR887328(NAD 83)
 BX0444_MARKER: DB = BENCH MARK DISK
 BX0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0444_STAMPING: G 130 1950
 BX0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0444+STABILITY: SURFACE MOTION
 BX0444
 BX0444  HISTORY     - Date     Condition        Report By
 BX0444  HISTORY     - 1950     MONUMENTED       CGS
 BX0444
 BX0444                          STATION DESCRIPTION
 BX0444
 BX0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0444'6.7 MI NW FROM ROSEFIELD.
 BX0444'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0444'ROSEFIELD, THENCE 2.0 MILES WEST ALONG A WINDING DIRT ROAD.  138 FEET
 BX0444'NORTHEAST OF THE SOUTHEAST END OF A SMALL WOODEN BRIDGE, 42 FEET EAST
 BX0444'OF THE CENTER LINE OF THE ROAD, 30 FEET NORTHEAST OF A 16 INCH
 BX0444'TRIANGULAR BLAZED OAK TREE, 15 FEET WEST OF A 16 INCH TRIANGULAR
 BX0444'BLAZED OAK TREE, 12 FEET SOUTH OF A 16 INCH TRIANGULAR BLAZED OAK
 BX0444'TREE, 2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX0444'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0532 ***********************************************************************
 BX0532  DESIGNATION -  G 131
 BX0532  PID         -  BX0532
 BX0532  STATE/COUNTY-  LA/LA SALLE
 BX0532  USGS QUAD   -  NICKEL (1984)
 BX0532
 BX0532                         *CURRENT SURVEY CONTROL
 BX0532  ___________________________________________________________________
 BX0532* NAD 83(1986)-  31 49 29.     (N)    092 00 36.     (W)     SCALED    
 BX0532* NAVD 88     -        68.14   (+/-2cm)     223.6    (feet)  VERTCON   
 BX0532  ___________________________________________________________________
 BX0532  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0532
 BX0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0532
 BX0532.The horizontal coordinates were scaled from a topographic map and have
 BX0532.an estimated accuracy of +/- 6 seconds.
 BX0532
 BX0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0532.The vertical order pertains to the NGVD 29 superseded value.
 BX0532
 BX0532.The geoid height was determined by GEOID03.
 BX0532
 BX0532;                    North         East    Units  Estimated Accuracy
 BX0532;SPC LA N     -   146,980.    1,046,390.      MT  (+/- 180 meters Scaled)
 BX0532
 BX0532                          SUPERSEDED SURVEY CONTROL
 BX0532
 BX0532  NGVD 29 (??/??/??)   68.141  (m)          223.56   (f) ADJUSTED    2 0
 BX0532
 BX0532.Superseded values are not recommended for survey control.
 BX0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0532.See file dsdata.txt to determine how the superseded data were derived.
 BX0532
 BX0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR936214(NAD 83)
 BX0532_MARKER: DB = BENCH MARK DISK
 BX0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0532_STAMPING: G 131 1950
 BX0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0532+STABILITY: SURFACE MOTION
 BX0532
 BX0532  HISTORY     - Date     Condition        Report By
 BX0532  HISTORY     - 1950     MONUMENTED       CGS
 BX0532  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0532
 BX0532                          STATION DESCRIPTION
 BX0532
 BX0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0532'3.77 MI N FROM AIMWELL.
 BX0532'2.85 MILES NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0532'AIMWELL, THENCE 0.9 MILE NORTHEAST ALONG A WINDING DIRT ROAD.  44 FEET
 BX0532'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 27 FEET NORTH OF A 12 INCH
 BX0532'TRIANGULAR BLAZED PINE TREE, 21 FEET WEST OF A 10 INCH TRIANGULAR
 BX0532'BLAZED PINE TREE, 26 FEET SOUTHEAST OF A 14 INCH TRIANGULAR BLAZED
 BX0532'PINE TREE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BX0532'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BX0532
 BX0532                          STATION RECOVERY (1981)
 BX0532
 BX0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1744 ***********************************************************************
 BW1744  DESIGNATION -  G 132
 BW1744  PID         -  BW1744
 BW1744  STATE/COUNTY-  LA/CATAHOULA
 BW1744  USGS QUAD   -  AIMWELL (1984)
 BW1744
 BW1744                         *CURRENT SURVEY CONTROL
 BW1744  ___________________________________________________________________
 BW1744* NAD 83(1986)-  31 46 20.     (N)    091 52 41.     (W)     SCALED    
 BW1744* NAVD 88     -        69.30   (+/-2cm)     227.4    (feet)  VERTCON   
 BW1744  ___________________________________________________________________
 BW1744  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BW1744
 BW1744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1744
 BW1744.The horizontal coordinates were scaled from a topographic map and have
 BW1744.an estimated accuracy of +/- 6 seconds.
 BW1744
 BW1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1744.The vertical order pertains to the NGVD 29 superseded value.
 BW1744
 BW1744.The geoid height was determined by GEOID03.
 BW1744
 BW1744;                    North         East    Units  Estimated Accuracy
 BW1744;SPC LA N     -   141,230.    1,058,910.      MT  (+/- 180 meters Scaled)
 BW1744
 BW1744                          SUPERSEDED SURVEY CONTROL
 BW1744
 BW1744  NGVD 29 (??/??/92)   69.300  (m)          227.36   (f) ADJ UNCH    2 0
 BW1744
 BW1744.Superseded values are not recommended for survey control.
 BW1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1744.See file dsdata.txt to determine how the superseded data were derived.
 BW1744
 BW1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR062157(NAD 83)
 BW1744_MARKER: DB = BENCH MARK DISK
 BW1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1744_STAMPING: G 132 1950
 BW1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1744+STABILITY: SURFACE MOTION
 BW1744
 BW1744  HISTORY     - Date     Condition        Report By
 BW1744  HISTORY     - 1950     MONUMENTED       CGS
 BW1744  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1744
 BW1744                          STATION DESCRIPTION
 BW1744
 BW1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1744'5.1 MI W FROM HARRISONBURG.
 BW1744'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1744'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD, THENCE
 BW1744'1.1 MILES SOUTHWEST ALONG A WINDING DIRT ROAD.  ON THE OUTSIDE OF A
 BW1744'CURVE IN THE ROAD, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 BW1744'18 FEET NORTH OF A 6 INCH TRIANGULAR BLAZED OAK TREE, 17 FEET WEST OF
 BW1744'A 12 INCH TRIANGULAR BLAZED OAK TREE, 10 FEET WEST OF THE CENTER LINE
 BW1744'OF A TRAIL LEADING SOUTH, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE
 BW1744'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BW1744
 BW1744                          STATION RECOVERY (1979)
 BW1744
 BW1744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0325 ***********************************************************************
 BX0325  DESIGNATION -  G 137
 BX0325  PID         -  BX0325
 BX0325  STATE/COUNTY-  LA/LA SALLE
 BX0325  USGS QUAD   -  OLLA WEST (1984)
 BX0325
 BX0325                         *CURRENT SURVEY CONTROL
 BX0325  ___________________________________________________________________
 BX0325* NAD 83(1986)-  31 54 23.     (N)    092 17 12.     (W)     SCALED    
 BX0325* NAVD 88     -        24.46   (+/-2cm)      80.2    (feet)  VERTCON   
 BX0325  ___________________________________________________________________
 BX0325  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0325
 BX0325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0325
 BX0325.The horizontal coordinates were scaled from a topographic map and have
 BX0325.an estimated accuracy of +/- 6 seconds.
 BX0325
 BX0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0325.The vertical order pertains to the NGVD 29 superseded value.
 BX0325
 BX0325.The geoid height was determined by GEOID03.
 BX0325
 BX0325;                    North         East    Units  Estimated Accuracy
 BX0325;SPC LA N     -   155,950.    1,020,180.      MT  (+/- 180 meters Scaled)
 BX0325
 BX0325                          SUPERSEDED SURVEY CONTROL
 BX0325
 BX0325  NGVD 29 (??/??/??)   24.481  (m)           80.32   (f) ADJUSTED    2 0
 BX0325
 BX0325.Superseded values are not recommended for survey control.
 BX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0325.See file dsdata.txt to determine how the superseded data were derived.
 BX0325
 BX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR674302(NAD 83)
 BX0325_MARKER: DB = BENCH MARK DISK
 BX0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0325_STAMPING: G 137 1950
 BX0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0325+STABILITY: SURFACE MOTION
 BX0325
 BX0325  HISTORY     - Date     Condition        Report By
 BX0325  HISTORY     - 1950     MONUMENTED       CGS
 BX0325
 BX0325                          STATION DESCRIPTION
 BX0325
 BX0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0325'3.1 MI W FROM OLLA.
 BX0325'1.3 MILES SOUTHWEST ALONG OLD U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX0325'PACIFIC RAILROAD STATION AT OLLA, THENCE 1.8 MILES NORTHWEST ALONG
 BX0325'STATE HIGHWAY NO. 6, IN ABOUT THE CENTER OF AN S-CURVE, 38 FEET
 BX0325'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET EAST OF A 30-INCH
 BX0325'PINE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, 4 FEET
 BX0325'WEST OF A 6-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF
 BX0325'THE TREE, 1.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 BX0325'CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 BX0325'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1734 ***********************************************************************
 BW1734  DESIGNATION -  G 138
 BW1734  PID         -  BW1734
 BW1734  STATE/COUNTY-  LA/CATAHOULA
 BW1734  USGS QUAD   -  AIMWELL (1984)
 BW1734
 BW1734                         *CURRENT SURVEY CONTROL
 BW1734  ___________________________________________________________________
 BW1734* NAD 83(1986)-  31 50 52.     (N)    091 56 11.     (W)     SCALED    
 BW1734* NAVD 88     -        62.05   (+/-2cm)     203.6    (feet)  VERTCON   
 BW1734  ___________________________________________________________________
 BW1734  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BW1734
 BW1734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1734
 BW1734.The horizontal coordinates were scaled from a topographic map and have
 BW1734.an estimated accuracy of +/- 6 seconds.
 BW1734
 BW1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1734.The vertical order pertains to the NGVD 29 superseded value.
 BW1734
 BW1734.The geoid height was determined by GEOID03.
 BW1734
 BW1734;                    North         East    Units  Estimated Accuracy
 BW1734;SPC LA N     -   149,570.    1,053,340.      MT  (+/- 180 meters Scaled)
 BW1734
 BW1734                          SUPERSEDED SURVEY CONTROL
 BW1734
 BW1734  NGVD 29 (??/??/92)   62.048  (m)          203.57   (f) ADJ UNCH    2 0
 BW1734
 BW1734.Superseded values are not recommended for survey control.
 BW1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1734.See file dsdata.txt to determine how the superseded data were derived.
 BW1734
 BW1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR006240(NAD 83)
 BW1734_MARKER: DB = BENCH MARK DISK
 BW1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1734_STAMPING: G 138 1950
 BW1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1734+STABILITY: SURFACE MOTION
 BW1734
 BW1734  HISTORY     - Date     Condition        Report By
 BW1734  HISTORY     - 1950     MONUMENTED       CGS
 BW1734
 BW1734                          STATION DESCRIPTION
 BW1734
 BW1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1734'5.75 MI SE FROM ROSEFIELD.
 BW1734'0.45 MILE EAST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT ROSEFIELD,
 BW1734'THENCE 4.4 MILES SOUTHEAST ALONG A WINDING GRAVELED ROAD, THENCE 0.9
 BW1734'MILE EAST ALONG A WINDING DIRT ROAD.  AT THE TOP OF A HILL WHICH
 BW1734'SLOPES TO THE WEST, ON THE OUTSIDE OF A CURVE IN THE ROAD, 29 FEET
 BW1734'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTHWEST OF A 12
 BW1734'INCH TRIANGULAR BLAZED PINE TREE, 27 FEET WEST OF AN 8 INCH TRIANGULAR
 BW1734'BLAZED PINE TREE, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BW1734'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0252 ***********************************************************************
 BX0252  DESIGNATION -  G 139
 BX0252  PID         -  BX0252
 BX0252  STATE/COUNTY-  LA/WINN
 BX0252  USGS QUAD   -  FLAT CREEK (1984)
 BX0252
 BX0252                         *CURRENT SURVEY CONTROL
 BX0252  ___________________________________________________________________
 BX0252* NAD 83(1986)-  31 55 35.     (N)    092 22 49.     (W)     SCALED    
 BX0252* NAVD 88     -        42.66   (+/-2cm)     140.0    (feet)  VERTCON   
 BX0252  ___________________________________________________________________
 BX0252  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0252
 BX0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0252
 BX0252.The horizontal coordinates were scaled from a topographic map and have
 BX0252.an estimated accuracy of +/- 6 seconds.
 BX0252
 BX0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0252.The vertical order pertains to the NGVD 29 superseded value.
 BX0252
 BX0252.The geoid height was determined by GEOID03.
 BX0252
 BX0252;                    North         East    Units  Estimated Accuracy
 BX0252;SPC LA N     -   158,160.    1,011,320.      MT  (+/- 180 meters Scaled)
 BX0252
 BX0252                          SUPERSEDED SURVEY CONTROL
 BX0252
 BX0252  NGVD 29 (??/??/??)   42.673  (m)          140.00   (f) ADJUSTED    2 0
 BX0252
 BX0252.Superseded values are not recommended for survey control.
 BX0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0252.See file dsdata.txt to determine how the superseded data were derived.
 BX0252
 BX0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR585324(NAD 83)
 BX0252_MARKER: DB = BENCH MARK DISK
 BX0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0252_STAMPING: G 139 1950
 BX0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0252+STABILITY: SURFACE MOTION
 BX0252
 BX0252  HISTORY     - Date     Condition        Report By
 BX0252  HISTORY     - 1950     MONUMENTED       CGS
 BX0252  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0252
 BX0252                          STATION DESCRIPTION
 BX0252
 BX0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0252'9.3 MI NW FROM OLLA.
 BX0252'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX0252'PACIFIC RAILROAD STATION AT OLLA, THENCE 7.3 MILES NORTHWEST ALONG
 BX0252'STATE HIGHWAY NO. 6, THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY NO.
 BX0252'413.  AT A Y-JUNCTION OF ROADS, 65 FEET SOUTHWEST OF THE CENTER LINE
 BX0252'OF THE NORTHWEST-SOUTHEAST ROAD, 35 FEET WEST OF THE CENTER LINE OF
 BX0252'THE MAIN TRAVELED ROAD LEADING SOUTH, 11 FEET NORTHWEST OF AN 18-INCH
 BX0252'PINE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 7 FEET
 BX0252'SOUTH OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE
 BX0252'TREE, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BX0252'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BX0252
 BX0252                          STATION RECOVERY (1981)
 BX0252
 BX0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2190 ***********************************************************************
 BX2190  DESIGNATION -  G 140
 BX2190  PID         -  BX2190
 BX2190  STATE/COUNTY-  LA/DE SOTO
 BX2190  USGS QUAD   -  LOGANSPORT EAST (1984)
 BX2190
 BX2190                         *CURRENT SURVEY CONTROL
 BX2190  ___________________________________________________________________
 BX2190* NAD 83(1986)-  31 59 53.     (N)    093 59 29.     (W)     SCALED    
 BX2190* NAVD 88     -        68.110  (meters)     223.46   (feet)  ADJUSTED  
 BX2190  ___________________________________________________________________
 BX2190  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX2190  DYNAMIC HT  -          68.031 (meters)     223.20  (feet)  COMP
 BX2190  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 BX2190
 BX2190  VERT ORDER  -  FIRST     CLASS II
 BX2190
 BX2190.The horizontal coordinates were scaled from a topographic map and have
 BX2190.an estimated accuracy of +/- 6 seconds.
 BX2190
 BX2190.The orthometric height was determined by differential leveling
 BX2190.and adjusted by the National Geodetic Survey in June 1991..
 BX2190
 BX2190.The geoid height was determined by GEOID03.
 BX2190
 BX2190.The dynamic height is computed by dividing the NAVD 88
 BX2190.geopotential number by the normal gravity value computed on the
 BX2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2190.degrees latitude (g = 980.6199 gals.).
 BX2190
 BX2190.The modeled gravity was interpolated from observed gravity values.
 BX2190
 BX2190;                    North         East    Units  Estimated Accuracy
 BX2190;SPC LA N     -   167,070.      859,090.      MT  (+/- 180 meters Scaled)
 BX2190
 BX2190                          SUPERSEDED SURVEY CONTROL
 BX2190
 BX2190  NGVD 29 (??/??/??)   68.162  (m)          223.63   (f) ADJUSTED    1 2
 BX2190
 BX2190.Superseded values are not recommended for survey control.
 BX2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2190.See file dsdata.txt to determine how the superseded data were derived.
 BX2190
 BX2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR063406(NAD 83)
 BX2190_MARKER: DB = BENCH MARK DISK
 BX2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2190_STAMPING: G 140 1952
 BX2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2190+STABILITY: SURFACE MOTION
 BX2190
 BX2190  HISTORY     - Date     Condition        Report By
 BX2190  HISTORY     - 1952     MONUMENTED       CGS
 BX2190  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2190  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX2190
 BX2190                          STATION DESCRIPTION
 BX2190
 BX2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2190'2.05 MI NE FROM LOGANSPORT.
 BX2190'0.45 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BX2190'STATION AT LOGANSPORT, THENCE 1.6 MILES NORTHEAST ALONG STATE HIGHWAY
 BX2190'38, 0.1 MILE SOUTH OF A SMALL GROCERY STORE, ACROSS THE HIGHWAY FROM A
 BX2190'HOUSE, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 BX2190'SOUTHWEST OF A TELEPHONE POLE, 3 FEET EAST OF A FENCE, 3 FEET SOUTH OF
 BX2190'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BX2190'FOOT ABOVE THE GROUND.
 BX2190
 BX2190                          STATION RECOVERY (1979)
 BX2190
 BX2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2190'MARK NOT FOUND.
 BX2190
 BX2190                          STATION RECOVERY (1997)
 BX2190
 BX2190'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0266 ***********************************************************************
 BX0266  DESIGNATION -  G 142
 BX0266  PID         -  BX0266
 BX0266  STATE/COUNTY-  LA/WINN
 BX0266  USGS QUAD   -  GEORGETOWN (1984)
 BX0266
 BX0266                         *CURRENT SURVEY CONTROL
 BX0266  ___________________________________________________________________
 BX0266* NAD 83(1986)-  31 50 00.     (N)    092 26 58.     (W)     SCALED    
 BX0266* NAVD 88     -        24.91   (+/-2cm)      81.7    (feet)  VERTCON   
 BX0266  ___________________________________________________________________
 BX0266  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0266
 BX0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0266
 BX0266.The horizontal coordinates were scaled from a topographic map and have
 BX0266.an estimated accuracy of +/- 6 seconds.
 BX0266
 BX0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0266.The vertical order pertains to the NGVD 29 superseded value.
 BX0266
 BX0266.The geoid height was determined by GEOID03.
 BX0266
 BX0266;                    North         East    Units  Estimated Accuracy
 BX0266;SPC LA N     -   147,830.    1,004,790.      MT  (+/- 180 meters Scaled)
 BX0266
 BX0266                          SUPERSEDED SURVEY CONTROL
 BX0266
 BX0266  NGVD 29 (??/??/??)   24.923  (m)           81.77   (f) ADJUSTED    2 0
 BX0266
 BX0266.Superseded values are not recommended for survey control.
 BX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0266.See file dsdata.txt to determine how the superseded data were derived.
 BX0266
 BX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR520220(NAD 83)
 BX0266_MARKER: DB = BENCH MARK DISK
 BX0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0266_STAMPING: G 142 1950
 BX0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0266+STABILITY: SURFACE MOTION
 BX0266
 BX0266  HISTORY     - Date     Condition        Report By
 BX0266  HISTORY     - 1950     MONUMENTED       CGS
 BX0266
 BX0266                          STATION DESCRIPTION
 BX0266
 BX0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0266'9.95 MI NW FROM TULLOS.
 BX0266'7.7 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE INTERSECTION OF U.
 BX0266'S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 2.25 MILES SOUTH ALONG A
 BX0266'GRADED DIRT ROAD.  0.4 MILES NORTH OF A STEEL BRIDGE OVER DUGDEMONIA
 BX0266'RIVER, 44.4 FEET WEST OF A 12-INCH CEDAR TREE, 31 FEET EAST OF THE
 BX0266'CENTER LINE OF THE ROAD, 29.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BX0266'OF LEWIS CHAPEL METHODIST CHURCH, 2.0 FEET NORTH OF A FENCE ALONG THE
 BX0266'SOUTH SIDE OF THE CHURCHYARD, AND SET IN THE TOP OF A CONCRETE POST
 BX0266'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0492 ***********************************************************************
 BX0492  DESIGNATION -  G 143
 BX0492  PID         -  BX0492
 BX0492  STATE/COUNTY-  LA/LA SALLE
 BX0492  USGS QUAD   -  TULLOS (1984)
 BX0492
 BX0492                         *CURRENT SURVEY CONTROL
 BX0492  ___________________________________________________________________
 BX0492* NAD 83(1986)-  31 48 54.     (N)    092 15 27.     (W)     SCALED    
 BX0492* NAVD 88     -        54.37   (+/-2cm)     178.4    (feet)  VERTCON   
 BX0492  ___________________________________________________________________
 BX0492  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0492
 BX0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0492
 BX0492.The horizontal coordinates were scaled from a topographic map and have
 BX0492.an estimated accuracy of +/- 6 seconds.
 BX0492
 BX0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0492.The vertical order pertains to the NGVD 29 superseded value.
 BX0492
 BX0492.The geoid height was determined by GEOID03.
 BX0492
 BX0492;                    North         East    Units  Estimated Accuracy
 BX0492;SPC LA N     -   145,830.    1,022,960.      MT  (+/- 180 meters Scaled)
 BX0492
 BX0492                          SUPERSEDED SURVEY CONTROL
 BX0492
 BX0492  NGVD 29 (??/??/??)   54.372  (m)          178.39   (f) ADJUSTED    2 0
 BX0492
 BX0492.Superseded values are not recommended for survey control.
 BX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0492.See file dsdata.txt to determine how the superseded data were derived.
 BX0492
 BX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR702201(NAD 83)
 BX0492_MARKER: DB = BENCH MARK DISK
 BX0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0492_STAMPING: G 143 1950
 BX0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0492+STABILITY: SURFACE MOTION
 BX0492
 BX0492  HISTORY     - Date     Condition        Report By
 BX0492  HISTORY     - 1950     MONUMENTED       CGS
 BX0492
 BX0492                          STATION DESCRIPTION
 BX0492
 BX0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0492'7.4 MI E FROM TULLOS.
 BX0492'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0492'U.S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 0.75 MILE NORTHEAST ALONG
 BX0492'AN OIL SURFACED ROAD, THENCE 1.1 MILES NORTHEAST ALONG A PLANK ROAD,
 BX0492'THENCE 1.25 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 0.3 MILE
 BX0492'SOUTHEAST ALONG A DIRT ROAD, 0.3 MILE SOUTHEAST OF A ROAD INTERSECTION
 BX0492'AND A NORTHEAST-SOUTHWEST ROW OF TELEPHONE POLES, 88.4 FEET EAST OF
 BX0492'AND ACROSS THE ROAD FROM A LEANING 16-INCH OAK TREE WITH A TRIANGULAR
 BX0492'BLAZE, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.8 FEET
 BX0492'NORTH OF A LEANING 12-INCH OAK TREE WITH A TRIANGULAR BLAZE, 4.4 FEET
 BX0492'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BX0492'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.5 MILES
 BX0492'NORTHWEST OF BENCH MARK E 143.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0939 ***********************************************************************
 BX0939  DESIGNATION -  G 15
 BX0939  PID         -  BX0939
 BX0939  STATE/COUNTY-  LA/RAPIDES
 BX0939  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0939
 BX0939                         *CURRENT SURVEY CONTROL
 BX0939  ___________________________________________________________________
 BX0939* NAD 83(1986)-  31 11 41.     (N)    092 28 40.     (W)     SCALED    
 BX0939* NAVD 88     -        21.392  (meters)      70.18   (feet)  ADJUSTED  
 BX0939  ___________________________________________________________________
 BX0939  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BX0939  DYNAMIC HT  -          21.365 (meters)      70.09  (feet)  COMP
 BX0939  MODELED GRAV-     979,399.1   (mgal)                       NAVD 88
 BX0939
 BX0939  VERT ORDER  -  FIRST     CLASS I
 BX0939
 BX0939.The horizontal coordinates were scaled from a topographic map and have
 BX0939.an estimated accuracy of +/- 6 seconds.
 BX0939
 BX0939.The orthometric height was determined by differential leveling
 BX0939.and adjusted by the National Geodetic Survey in February 1994..
 BX0939
 BX0939.The geoid height was determined by GEOID03.
 BX0939
 BX0939.The dynamic height is computed by dividing the NAVD 88
 BX0939.geopotential number by the normal gravity value computed on the
 BX0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0939.degrees latitude (g = 980.6199 gals.).
 BX0939
 BX0939.The modeled gravity was interpolated from observed gravity values.
 BX0939
 BX0939;                    North         East    Units  Estimated Accuracy
 BX0939;SPC LA N     -    77,030.    1,002,120.      MT  (+/- 180 meters Scaled)
 BX0939
 BX0939                          SUPERSEDED SURVEY CONTROL
 BX0939
 BX0939  NAVD 88 (06/15/91)   21.390  (m)           70.18   (f) UNKNOWN     1 1
 BX0939  NGVD 29 (??/??/??)   21.376  (m)           70.13   (f) ADJUSTED    1 1
 BX0939
 BX0939.Superseded values are not recommended for survey control.
 BX0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0939.See file dsdata.txt to determine how the superseded data were derived.
 BX0939
 BX0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ497513(NAD 83)
 BX0939_MARKER: DB = BENCH MARK DISK
 BX0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0939_SP_SET: CULVERT
 BX0939_STAMPING: G 15 1934
 BX0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0939
 BX0939  HISTORY     - Date     Condition        Report By
 BX0939  HISTORY     - 1934     MONUMENTED       CGS
 BX0939  HISTORY     - 1970     GOOD             NGS
 BX0939  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0939
 BX0939                          STATION DESCRIPTION
 BX0939
 BX0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0939'3.7 MI N FROM WOODWORTH.
 BX0939'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0939'WOODWORTH, THENCE 3.55 MILES NORTH ALONG THE MISSOURI PACIFIC
 BX0939'RAILROAD, 29 FEET NORTHEAST OF THE SEVENTH POLE SOUTH OF MILEPOST 607,
 BX0939'16 FEET WEST OF THE WEST RAIL, SET IN THE TOP AND 18 INCHES NORTH OF
 BX0939'THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT UNDER THE
 BX0939'TRACK, 46 FEET WEST AND ACROS THE TRACK FROM TELEPHONE POLE NUMBER
 BX0939'191, AND ABOUT 7 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 BX0939
 BX0939                          STATION RECOVERY (1999)
 BX0939
 BX0939'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1076 ***********************************************************************
 BK1076  DESIGNATION -  G 16
 BK1076  PID         -  BK1076
 BK1076  STATE/COUNTY-  LA/ALLEN
 BK1076  USGS QUAD   -  GUY (1993)
 BK1076
 BK1076                         *CURRENT SURVEY CONTROL
 BK1076  ___________________________________________________________________
 BK1076* NAD 83(1986)-  30 43 07.     (N)    092 42 48.     (W)     SCALED    
 BK1076* NAVD 88     -        27.742  (meters)      91.02   (feet)  ADJUSTED  
 BK1076  ___________________________________________________________________
 BK1076  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK1076  DYNAMIC HT  -          27.707 (meters)      90.90  (feet)  COMP
 BK1076  MODELED GRAV-     979,359.4   (mgal)                       NAVD 88
 BK1076
 BK1076  VERT ORDER  -  FIRST     CLASS I
 BK1076
 BK1076.The horizontal coordinates were scaled from a topographic map and have
 BK1076.an estimated accuracy of +/- 6 seconds.
 BK1076
 BK1076.The orthometric height was determined by differential leveling
 BK1076.and adjusted by the National Geodetic Survey in February 1994..
 BK1076
 BK1076.The geoid height was determined by GEOID03.
 BK1076
 BK1076.The dynamic height is computed by dividing the NAVD 88
 BK1076.geopotential number by the normal gravity value computed on the
 BK1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1076.degrees latitude (g = 980.6199 gals.).
 BK1076
 BK1076.The modeled gravity was interpolated from observed gravity values.
 BK1076
 BK1076;                    North         East    Units  Estimated Accuracy
 BK1076;SPC LA S     -   246,720.      867,820.      MT  (+/- 180 meters Scaled)
 BK1076
 BK1076                          SUPERSEDED SURVEY CONTROL
 BK1076
 BK1076  NAVD 88 (06/15/91)   27.732  (m)           90.98   (f) UNKNOWN     1 1
 BK1076  NGVD 29 (??/??/??)   27.716  (m)           90.93   (f) ADJUSTED    1 1
 BK1076
 BK1076.Superseded values are not recommended for survey control.
 BK1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1076.See file dsdata.txt to determine how the superseded data were derived.
 BK1076
 BK1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP274984(NAD 83)
 BK1076_MARKER: DB = BENCH MARK DISK
 BK1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1076_SP_SET: CULVERT
 BK1076_STAMPING: G 16 1934
 BK1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1076
 BK1076  HISTORY     - Date     Condition        Report By
 BK1076  HISTORY     - 1934     MONUMENTED       CGS
 BK1076  HISTORY     - 1970     GOOD             NGS
 BK1076
 BK1076                          STATION DESCRIPTION
 BK1076
 BK1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1076'7.4 MI SW FROM OAKDALE.
 BK1076'ABOUT 7.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1076'STATION AT OAKDALE, OR ABOUT 7.45 MILES NORTHEAST ALONG THE MISSOURI
 BK1076'PACIFIC RAILROAD FROM THE STATION AT OBERLIN, 3 1/2 POLES SOUTHWEST OF
 BK1076'MILEPOST 643, 14 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE
 BK1076'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A
 BK1076'CONCRETE BOX CULVERT, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1718 ***********************************************************************
 BK1718  DESIGNATION -  G 161
 BK1718  PID         -  BK1718
 BK1718  STATE/COUNTY-  LA/CALCASIEU
 BK1718  USGS QUAD   -  VINTON (1994)
 BK1718
 BK1718                         *CURRENT SURVEY CONTROL
 BK1718  ___________________________________________________________________
 BK1718* NAD 83(1986)-  30 12 06.     (N)    093 35 26.     (W)     SCALED    
 BK1718* NAVD 88     -         5.13   (+/-2cm)      16.8    (feet)  VERTCON   
 BK1718  ___________________________________________________________________
 BK1718  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1718
 BK1718  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1718
 BK1718.The horizontal coordinates were scaled from a topographic map and have
 BK1718.an estimated accuracy of +/- 6 seconds.
 BK1718
 BK1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1718.The vertical order pertains to the NGVD 29 superseded value.
 BK1718
 BK1718.The geoid height was determined by GEOID03.
 BK1718
 BK1718;                    North         East    Units  Estimated Accuracy
 BK1718;SPC LA S     -   190,760.      782,680.      MT  (+/- 180 meters Scaled)
 BK1718
 BK1718                          SUPERSEDED SURVEY CONTROL
 BK1718
 BK1718  NGVD 29 (??/??/??)    5.084  (m)           16.68   (f) ADJUSTED    1 1
 BK1718
 BK1718.Superseded values are not recommended for survey control.
 BK1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1718.See file dsdata.txt to determine how the superseded data were derived.
 BK1718
 BK1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP431412(NAD 83)
 BK1718_MARKER: DB = BENCH MARK DISK
 BK1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1718_STAMPING: G 161 1955
 BK1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1718+STABILITY: SURFACE MOTION
 BK1718
 BK1718  HISTORY     - Date     Condition        Report By
 BK1718  HISTORY     - 1955     MONUMENTED       CGS
 BK1718  HISTORY     - 1972     GOOD             NGS
 BK1718  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK1718  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 BK1718  HISTORY     - 20050801 POOR             USPSQD
 BK1718
 BK1718                          STATION DESCRIPTION
 BK1718
 BK1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1718'1.25 MI NW FROM VINTON.
 BK1718'ABOUT 0.75 MILES NORTHWEST ALONG STATE HIGHWAY 3063 FROM THE MUNICIPAL
 BK1718'BUILDING AT VINTON, THENCE 0.25 MILE NORTH ALONG A PAVED ROAD, THENCE
 BK1718'0.25 MILE WEST ALONG A PRIVATE DRIVEWAY TO A BRICK RANCH TYPE HOUSE
 BK1718'JIMMY FONTENOT ANGUS FARM 131 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 BK1718'CORNER OF THE HOUSE, 123 FEET SOUTHEAST OF BM F 161, 86 FEET SOUTH OF
 BK1718'THE SOUTHEAST PIPE CORNER POST IN A CHAIN LINK FENC AROUND THE HOUSE,
 BK1718'33 FEET SOUTH OF A EAST-WEST FENCE LINE, 23 FEET EAST OF THE CENTER
 BK1718'LINE OF THE FIELD ROAD, MARK IS NEAR THE NORTHWEST PORTION OF THE
 BK1718'FIELD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. SEC
 BK1718'9, T 10 S, R 12 W.
 BK1718
 BK1718                          STATION RECOVERY (1997)
 BK1718
 BK1718'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1718'MARK NOT FOUND.
 BK1718
 BK1718                          STATION RECOVERY (2002)
 BK1718
 BK1718'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1718'MARK NOT FOUND.
 BK1718
 BK1718                          STATION RECOVERY (2005)
 BK1718
 BK1718'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK1718'THE DISC IS GONE-PIN IS IMBEDDED IN CONCRETE POST-RECESSED FOUR
 BK1718'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0316 ***********************************************************************
 AU0316  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0316  DESIGNATION -  G 165
 AU0316  PID         -  AU0316
 AU0316  STATE/COUNTY-  LA/ST CHARLES
 AU0316  USGS QUAD   -  DES ALLEMANDS (1987)
 AU0316
 AU0316                         *CURRENT SURVEY CONTROL
 AU0316  ___________________________________________________________________
 AU0316* NAD 83(1992)-  29 49 57.76847(N)    090 27 41.92983(W)     ADJUSTED  
 AU0316* NAVD 88     -         0.37 **(meters)       1.2  **(feet)  LEVELING(2004.65)
 AU0316  **This station is located in a subsidence area (see below).
 AU0316  **This station is included in the VTDP model (see below).
 AU0316  ___________________________________________________________________
 AU0316  EPOCH DATE  -        2004.65
 AU0316  X           -     -44,616.476 (meters)                     COMP
 AU0316  Y           -  -5,537,303.320 (meters)                     COMP
 AU0316  Z           -   3,154,288.096 (meters)                     COMP
 AU0316  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU0316  ELLIP HEIGHT-         -25.43  (meters)          (06/22/05) GPS OBS
 AU0316  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AU0316  DYNAMIC HT  -           0.37  (meters)       1.2   (feet)  COMP
 AU0316  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 AU0316
 AU0316  HORZ ORDER  -  B
 AU0316  VERT ORDER  -  THIRD
 AU0316  ELLP ORDER  -  FOURTH    CLASS I
 AU0316
 AU0316.The horizontal coordinates were established by GPS observations
 AU0316.and adjusted by the National Geodetic Survey in June 2005..
 AU0316.The horizontal coordinates are valid at the epoch date displayed above.
 AU0316.The epoch date for horizontal control is a decimal equivalence
 AU0316.of Year/Month/Day.
 AU0316
 AU0316 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0316 ** and geoid heights are valid at the date of observation. These heights
 AU0316 ** must always be validated when used as control.
 AU0316 ** The orthometric height was determined with a Vertical Time-dependent
 AU0316 ** Positioning (VTDP) model and has been validated through GPS observations
 AU0316 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU0316 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0316 ** epoch indicated which incorporates improved geoid heights for the
 AU0316 ** Southern Louisiana Subsidence area
 AU0316 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0316.The orthometric height was determined by differential leveling.
 AU0316.The vertical network tie was performed by a horz. field party for horz.
 AU0316.obs reductions. Reset procedures were used to establish the elevation.
 AU0316
 AU0316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0316
 AU0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0316
 AU0316.The ellipsoidal height was determined by GPS observations
 AU0316.and is referenced to NAD 83.
 AU0316
 AU0316.The geoid height was determined by GEOID03.
 AU0316
 AU0316.The dynamic height is computed by dividing the NAVD 88
 AU0316.geopotential number by the normal gravity value computed on the
 AU0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0316.degrees latitude (g = 980.6199 gals.).
 AU0316
 AU0316.The modeled gravity was interpolated from observed gravity values.
 AU0316
 AU0316;                    North         East     Units Scale Factor Converg.
 AU0316;SPC LA S     -   148,044.289 1,084,239.752   MT  0.99993003   +0 26 09.1
 AU0316;SPC LA S     -   485,708.64  3,557,209.92   sFT  0.99993003   +0 26 09.1
 AU0316;UTM  15      - 3,302,952.766   745,268.641   MT  1.00034228   +1 15 48.2
 AU0316
 AU0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0316!SPC LA S     -   1.00000399  x   0.99993003  =   0.99993402
 AU0316!UTM  15      -   1.00000399  x   1.00034228  =   1.00034628
 AU0316
 AU0316                          SUPERSEDED SURVEY CONTROL
 AU0316
 AU0316  NAVD 88 (12/05/96)    0.482  (m)            1.58   (f) ADJUSTED    1 1
 AU0316  NAVD 88 (02/14/94)    0.510  (m)            1.67   (f) UNKNOWN     1 1
 AU0316  NAVD 88 (06/15/91)    0.567  (m)            1.86   (f) UNKNOWN     1 1
 AU0316  NGVD 29 (??/??/??)    0.605  (m)            1.98   (f) ADJUSTED    1 1
 AU0316
 AU0316.Superseded values are not recommended for survey control.
 AU0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0316.See file dsdata.txt to determine how the superseded data were derived.
 AU0316
 AU0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4526902953(NAD 83)
 AU0316_MARKER: DB = BENCH MARK DISK
 AU0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0316_STAMPING: G 165 1955
 AU0316_MARK LOGO: CGS   
 AU0316_PROJECTION: PROJECTING 13 CENTIMETERS
 AU0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0316+STABILITY: SURFACE MOTION
 AU0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0316+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 AU0316
 AU0316  HISTORY     - Date     Condition        Report By
 AU0316  HISTORY     - 1955     MONUMENTED       NGS
 AU0316  HISTORY     - 1969     GOOD             CGS
 AU0316  HISTORY     - 1977     GOOD             NGS
 AU0316  HISTORY     - 19941123 GOOD             NGS
 AU0316  HISTORY     - 20040410 GOOD             NGS
 AU0316  HISTORY     - 20051011 GOOD             NGS
 AU0316
 AU0316                          STATION DESCRIPTION
 AU0316
 AU0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0316'1.0 MI NE FROM DES ALLEMANDS.
 AU0316'ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 AU0316'FROM THE BRIDGE OVER BAYOU DES ALLEMANDS AT DES ALLEMANDS, AT THE
 AU0316'NORTHWEST EDGE OF A SMALL CEMETERY, 3 TELEGRAPH POLES SOUTHWEST OF
 AU0316'MILEPOST 31, 83 FEET SOUTHEAST OF AND ACROSS STATE HIGHWAY 631 FROM
 AU0316'THE SOUTHEAST RAIL, 137 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 AU0316'OF THE HIGHWAY AND WENGER ROAD, 25 1/2 FEET SOUTHEAST OF THE CENTER
 AU0316'LINE OF THE HIGHWAY, 18 1/2 FEET WEST-NORTHWEST OF THE WEST CORNER OF
 AU0316'THE BERGERON TOMBSTONE, 2 FEET SOUTHWEST OF A WOODEN WITNESS POST,
 AU0316'ABOUT LEVEL WITH THE HIGHWAY, 8 FEET BELOW THE LEVEL OF THE TRACK AND
 AU0316'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL
 AU0316'OF THE GROUND.
 AU0316
 AU0316                          STATION RECOVERY (1977)
 AU0316
 AU0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0316'RECOVERED IN GOOD CONDITION.
 AU0316
 AU0316                          STATION RECOVERY (1994)
 AU0316
 AU0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0316'IN DES ALLEMANDS, AT THE INTERSECTION OF STATE HIGHWAY 631 AND WENGER
 AU0316'ROAD, 41.0 M (134.5 FT) SOUTHWEST OF THE ROAD CENTER, 7.8 M (25.6 FT)
 AU0316'SOUTHEAST OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT) NORTHWEST OF
 AU0316'ENITE MONIER TOMBSTONE, 5.0 M (16.4 FT) NORTHEAST OF THE CENTER OF THE
 AU0316'NORTHWEST ENTRANCE TO A SMALL CEMETERY, 0.5 M (1.6 FT) NORTHEAST OF A
 AU0316'WITNESS POST, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 AU0316'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 AU0316
 AU0316                          STATION RECOVERY (2004)
 AU0316
 AU0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU0316'RECOVERED AS DESCRIBED.
 AU0316
 AU0316                          STATION RECOVERY (2005)
 AU0316
 AU0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU0316'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1966 ***********************************************************************
 CQ1966  DESIGNATION -  G 177
 CQ1966  PID         -  CQ1966
 CQ1966  STATE/COUNTY-  LA/BOSSIER
 CQ1966  USGS QUAD   -  DIXIE (1982)
 CQ1966
 CQ1966                         *CURRENT SURVEY CONTROL
 CQ1966  ___________________________________________________________________
 CQ1966* NAD 83(1986)-  32 41 12.     (N)    093 47 00.     (W)     SCALED    
 CQ1966* NAVD 88     -        55.844  (meters)     183.21   (feet)  ADJUSTED  
 CQ1966  ___________________________________________________________________
 CQ1966  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1966  DYNAMIC HT  -          55.782 (meters)     183.01  (feet)  COMP
 CQ1966  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CQ1966
 CQ1966  VERT ORDER  -  FIRST     CLASS II
 CQ1966
 CQ1966.The horizontal coordinates were scaled from a topographic map and have
 CQ1966.an estimated accuracy of +/- 6 seconds.
 CQ1966
 CQ1966.The orthometric height was determined by differential leveling
 CQ1966.and adjusted by the National Geodetic Survey in June 1991..
 CQ1966
 CQ1966.The geoid height was determined by GEOID03.
 CQ1966
 CQ1966.The dynamic height is computed by dividing the NAVD 88
 CQ1966.geopotential number by the normal gravity value computed on the
 CQ1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1966.degrees latitude (g = 980.6199 gals.).
 CQ1966
 CQ1966.The modeled gravity was interpolated from observed gravity values.
 CQ1966
 CQ1966;                    North         East    Units  Estimated Accuracy
 CQ1966;SPC LA N     -   243,170.      879,650.      MT  (+/- 180 meters Scaled)
 CQ1966
 CQ1966                          SUPERSEDED SURVEY CONTROL
 CQ1966
 CQ1966  NGVD 29 (??/??/??)   55.920  (m)          183.46   (f) ADJUSTED    1 2
 CQ1966
 CQ1966.Superseded values are not recommended for survey control.
 CQ1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1966.See file dsdata.txt to determine how the superseded data were derived.
 CQ1966
 CQ1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS265168(NAD 83)
 CQ1966_MARKER: DB = BENCH MARK DISK
 CQ1966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1966_SP_SET: CONCRETE BASE
 CQ1966_STAMPING: G 177 1960
 CQ1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1966
 CQ1966  HISTORY     - Date     Condition        Report By
 CQ1966  HISTORY     - 1961     MONUMENTED       CGS
 CQ1966  HISTORY     - 1969     GOOD             LADH
 CQ1966  HISTORY     - 1977     GOOD             NGS
 CQ1966
 CQ1966                          STATION DESCRIPTION
 CQ1966
 CQ1966'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1966'3.0 MI SW FROM BENTON.
 CQ1966'0.5 MILE SOUTH ALONG STATE HIGHWAY 3 FROM ST. LOUIS SOUTHWESTERN
 CQ1966'RAILROAD STATION AT BENTON, THENCE 2.5 MILES WEST ALONG STINSON ROAD,
 CQ1966'AT THE MID-VALLEY PIPELINE PUMPING STATION, SET IN TOP OF THE CONCRETE
 CQ1966'BASE OF A 250 FEET MICROWAVE TOWER, IN THE CENTER BETWEEN THE 3 LEGS
 CQ1966'OF THE TOWER, 17 FEET SOUTHWEST OF SOUTHEAST CORNER OF PIPELINE
 CQ1966'PUMPING STATION, 292 FEET EAST OF THE CENTER OF THE LEVEE ON EAST SIDE
 CQ1966'OF RED RIVER, AND PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 CQ1966
 CQ1966                          STATION RECOVERY (1977)
 CQ1966
 CQ1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1224 ***********************************************************************
 BJ1224  DESIGNATION -  G 179
 BJ1224  PID         -  BJ1224
 BJ1224  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1224  USGS QUAD   -  HAMMOND (1994)
 BJ1224
 BJ1224                         *CURRENT SURVEY CONTROL
 BJ1224  ___________________________________________________________________
 BJ1224* NAD 83(1986)-  30 33 47.     (N)    090 28 44.     (W)     SCALED    
 BJ1224* NAVD 88     -        17.203  (meters)      56.44   (feet)  ADJUSTED  
 BJ1224  ___________________________________________________________________
 BJ1224  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ1224  DYNAMIC HT  -          17.181 (meters)      56.37  (feet)  COMP
 BJ1224  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BJ1224
 BJ1224  VERT ORDER  -  FIRST     CLASS I
 BJ1224
 BJ1224.The horizontal coordinates were scaled from a topographic map and have
 BJ1224.an estimated accuracy of +/- 6 seconds.
 BJ1224
 BJ1224.The orthometric height was determined by differential leveling
 BJ1224.and adjusted by the National Geodetic Survey in February 1994..
 BJ1224
 BJ1224.The geoid height was determined by GEOID03.
 BJ1224
 BJ1224.The dynamic height is computed by dividing the NAVD 88
 BJ1224.geopotential number by the normal gravity value computed on the
 BJ1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1224.degrees latitude (g = 980.6199 gals.).
 BJ1224
 BJ1224.The modeled gravity was interpolated from observed gravity values.
 BJ1224
 BJ1224;                    North         East    Units  Estimated Accuracy
 BJ1224;SPC LA S     -   228,990.    1,081,970.      MT  (+/- 180 meters Scaled)
 BJ1224
 BJ1224                          SUPERSEDED SURVEY CONTROL
 BJ1224
 BJ1224  NAVD 88 (06/15/91)   17.231  (m)           56.53   (f) UNKNOWN     1 1
 BJ1224  NGVD 29 (??/??/??)   17.212  (m)           56.47   (f) ADJUSTED    1 1
 BJ1224
 BJ1224.Superseded values are not recommended for survey control.
 BJ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1224.See file dsdata.txt to determine how the superseded data were derived.
 BJ1224
 BJ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP418838(NAD 83)
 BJ1224_MARKER: DB = BENCH MARK DISK
 BJ1224_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1224_SP_SET: COPPER-CLAD STEEL ROD
 BJ1224_STAMPING: G 179 1959
 BJ1224_MARK LOGO: CGS   
 BJ1224_PROJECTION: FLUSH
 BJ1224_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1224+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1224_ROD/PIPE-DEPTH: 17.1 meters
 BJ1224
 BJ1224  HISTORY     - Date     Condition        Report By
 BJ1224  HISTORY     - 1959     MONUMENTED       CGS
 BJ1224  HISTORY     - 1969     GOOD             CGS
 BJ1224  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ1224  HISTORY     - 19920611 GOOD             NGS
 BJ1224
 BJ1224                          STATION DESCRIPTION
 BJ1224
 BJ1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1224'4.0 MI N FROM HAMMOND.
 BJ1224'ABOUT 4.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1224'STATION AT HAMMOND, 1.0 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY
 BJ1224'442 AT TICKFAW, 0.25 MILE NORTH OF THE CROSSING OF GENESEE ROAD, 327
 BJ1224'FEET SOUTH OF MILEPOST 855, 30 FEET WEST OF THE WEST RAIL, WEST OF AND
 BJ1224'ACROSS THE TRACKS FROM THE 2ND TELEGRAPH POLE SOUTH OF THE MILEPOST,
 BJ1224'1.4 FEET EAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 BJ1224'TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 BJ1224'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH TILE
 BJ1224'WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD WAS
 BJ1224'DRIVEN TO A DEPTH OF 56 FEET.  SEC 35, T 6S, R 7E.
 BJ1224
 BJ1224                          STATION RECOVERY (1973)
 BJ1224
 BJ1224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BJ1224'MARK NOT FOUND.
 BJ1224
 BJ1224                          STATION RECOVERY (1992)
 BJ1224
 BJ1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1224'6.7 KM (4.15 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1224'THE POST OFFICE IN HAMMOND, 104.8 M (343.8 FT) SOUTH OF MILEPOST
 BJ1224'NUMBER 855, 13.4 M (44.0 FT) WEST OF THE NEAR RAIL, 0.7 M (2.3 FT)
 BJ1224'BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 BJ1224'POST.  NOTE--THE DISK IS ENCASED IN A TILE PIPE AND PROJECTS 0.06 M
 BJ1224'(0.20 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0790 ***********************************************************************
 BJ0790  DESIGNATION -  G 18
 BJ0790  PID         -  BJ0790
 BJ0790  STATE/COUNTY-  LA/IBERVILLE
 BJ0790  USGS QUAD   -  GROSSE TETE (1992)
 BJ0790
 BJ0790                         *CURRENT SURVEY CONTROL
 BJ0790  ___________________________________________________________________
 BJ0790* NAD 83(1986)-  30 25 16.     (N)    091 26 18.     (W)     SCALED    
 BJ0790* NAVD 88     -         6.421  (meters)      21.07   (feet)  ADJUSTED  
 BJ0790  ___________________________________________________________________
 BJ0790  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ0790  DYNAMIC HT  -           6.413 (meters)      21.04  (feet)  COMP
 BJ0790  MODELED GRAV-     979,333.0   (mgal)                       NAVD 88
 BJ0790
 BJ0790  VERT ORDER  -  FIRST     CLASS I
 BJ0790
 BJ0790.The horizontal coordinates were scaled from a topographic map and have
 BJ0790.an estimated accuracy of +/- 6 seconds.
 BJ0790
 BJ0790.The orthometric height was determined by differential leveling
 BJ0790.and adjusted by the National Geodetic Survey in February 1994..
 BJ0790
 BJ0790.The geoid height was determined by GEOID03.
 BJ0790
 BJ0790.The dynamic height is computed by dividing the NAVD 88
 BJ0790.geopotential number by the normal gravity value computed on the
 BJ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0790.degrees latitude (g = 980.6199 gals.).
 BJ0790
 BJ0790.The modeled gravity was interpolated from observed gravity values.
 BJ0790
 BJ0790;                    North         East    Units  Estimated Accuracy
 BJ0790;SPC LA S     -   212,950.      989,910.      MT  (+/- 180 meters Scaled)
 BJ0790
 BJ0790                          SUPERSEDED SURVEY CONTROL
 BJ0790
 BJ0790  NGVD 29 (??/??/??)    6.431  (m)           21.10   (f) ADJUSTED    1 1
 BJ0790
 BJ0790.Superseded values are not recommended for survey control.
 BJ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0790.See file dsdata.txt to determine how the superseded data were derived.
 BJ0790
 BJ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP499664(NAD 83)
 BJ0790_MARKER: DB = BENCH MARK DISK
 BJ0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0790_SP_SET: FOUNDATION
 BJ0790_STAMPING: G 18 1934
 BJ0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0790+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 BJ0790
 BJ0790  HISTORY     - Date     Condition        Report By
 BJ0790  HISTORY     - 1934     MONUMENTED       CGS
 BJ0790  HISTORY     - 1965     GOOD             CGS
 BJ0790  HISTORY     - 1976     GOOD             NGS
 BJ0790  HISTORY     - 20060308 GOOD             AERODA
 BJ0790  HISTORY     - 20060718 GOOD             AERODA
 BJ0790  HISTORY     - 20060718 GOOD             AERODA
 BJ0790
 BJ0790                          STATION DESCRIPTION
 BJ0790
 BJ0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0790'0.6 MI NNW FROM GROSSE TETE.
 BJ0790'ABOUT 0.6 MILE NORTH-NORTHWEST ALONG STATE HIGHWAY 77 FROM THE CASH
 BJ0790'MERCHANT STORE AT GROSSE TETE, THENCE 381 FEET WEST SOUTHWEST ALONG AN
 BJ0790'ABANDONED RAILROAD GRADE, IN FRACTIONAL SECTION 36, T 7 S, R 10 E, 23
 BJ0790'FEET NORTH NORTHWEST OF THE CENTER LINE OF THE RAILROAD GRADE, ABOUT
 BJ0790'18 INCHES ABOVE THE GRADE, AND SET IN THE TOP OF THE WEST-SOUTHWEST
 BJ0790'SIDE OF A CONCRETE FOUNDATION OF A SEMAPHORE WHICH HAS BEEN REMOVED.
 BJ0790
 BJ0790                          STATION RECOVERY (1976)
 BJ0790
 BJ0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0790'0.2 MILE NORTH LONG STATE HIGHWAY 77 FROM THE INTERSTATE HIGHWAY
 BJ0790'10 WEST BOUND LANES OVERPASS, THENCE 0.1 MILE WEST ALONG A TRACK
 BJ0790'ROAD ON AN OLD RAILROAD GRADE, 24.5 FT NORTH OF THE CENTER LINE OF
 BJ0790'THE ROAD, 107 FT WEST OF THE NORTH END OF AN IRON PIPE GATE ACROSS
 BJ0790'THE ROAD, IN THE TOP OF THE WEST END OF AN OLD SEMAPHORE BASE WHICH
 BJ0790'PROJECTS 2 FT ABOVE THE GROUND, 0.9 FT EAST OF THE WEST END OF THE
 BJ0790'BASE
 BJ0790
 BJ0790                          STATION RECOVERY (2006)
 BJ0790
 BJ0790'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0790'0.2 MILE NORTH LONG STATE HIGHWAY 77 FROM THE INTERSTATE HIGHWAY
 BJ0790'10 WEST BOUND LANES OVERPASS, THENCE 0.1 MILE WEST ALONG A TRACK
 BJ0790'ROAD ON AN OLD RAILROAD GRADE, 23.0 FT NORTH OF THE CENTER LINE OF
 BJ0790'THE ROAD, 107 FT EAST OF THE NORTH END OF AN IRON PIPE GATE ACROSS
 BJ0790'THE ROAD, IN THE TOP OF THE WEST END OF AN OLD SEMAPHORE BASE WHICH
 BJ0790'PROJECTS 2 FT ABOVE THE GROUND, 0.9 FT EAST OF THE WEST END OF THE
 BJ0790'BASE
 BJ0790
 BJ0790                          STATION RECOVERY (2006)
 BJ0790
 BJ0790'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0790'USE N30 25 15.89 W091 26 17.27 TO FIND MARK.
 BJ0790
 BJ0790                          STATION RECOVERY (2006)
 BJ0790
 BJ0790'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0790'USE N30 25 15.891 W091 26 17.269 TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0799 ***********************************************************************
 DL0799  DESIGNATION -  G 180
 DL0799  PID         -  DL0799
 DL0799  STATE/COUNTY-  LA/BOSSIER
 DL0799  USGS QUAD   -  BRADLEY (1978)
 DL0799
 DL0799                         *CURRENT SURVEY CONTROL
 DL0799  ___________________________________________________________________
 DL0799* NAD 83(1986)-  33 00 17.     (N)    093 40 38.     (W)     SCALED    
 DL0799* NAVD 88     -        75.409  (meters)     247.40   (feet)  ADJUSTED  
 DL0799  ___________________________________________________________________
 DL0799  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DL0799  DYNAMIC HT  -          75.326 (meters)     247.13  (feet)  COMP
 DL0799  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 DL0799
 DL0799  VERT ORDER  -  FIRST     CLASS II
 DL0799
 DL0799.The horizontal coordinates were scaled from a topographic map and have
 DL0799.an estimated accuracy of +/- 6 seconds.
 DL0799
 DL0799.The orthometric height was determined by differential leveling
 DL0799.and adjusted by the National Geodetic Survey in June 1991..
 DL0799
 DL0799.The geoid height was determined by GEOID03.
 DL0799
 DL0799.The dynamic height is computed by dividing the NAVD 88
 DL0799.geopotential number by the normal gravity value computed on the
 DL0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0799.degrees latitude (g = 980.6199 gals.).
 DL0799
 DL0799.The modeled gravity was interpolated from observed gravity values.
 DL0799
 DL0799;                    North         East    Units  Estimated Accuracy
 DL0799;SPC LA N     -   278,330.      889,980.      MT  (+/- 180 meters Scaled)
 DL0799
 DL0799                          SUPERSEDED SURVEY CONTROL
 DL0799
 DL0799  NGVD 29 (??/??/92)   75.471  (m)          247.61   (f) ADJ UNCH    1 2
 DL0799
 DL0799.Superseded values are not recommended for survey control.
 DL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0799.See file dsdata.txt to determine how the superseded data were derived.
 DL0799
 DL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS367520(NAD 83)
 DL0799_MARKER: DB = BENCH MARK DISK
 DL0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0799_STAMPING: G 180 1960
 DL0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0799+STABILITY: SURFACE MOTION
 DL0799
 DL0799  HISTORY     - Date     Condition        Report By
 DL0799  HISTORY     - 1960     MONUMENTED       CGS
 DL0799  HISTORY     - 20010331 GOOD             NGS
 DL0799  HISTORY     - 20020114 GOOD             NGS
 DL0799
 DL0799                          STATION DESCRIPTION
 DL0799
 DL0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0799'7.2 MI N FROM PLAIN DEALING.
 DL0799'ABOUT 7.2 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0799'STATION AT PLAIN DEALING, AT A ROAD CROSSING, 1 POLE SOUTH OF MILEPOST
 DL0799'415, 44 FEET EAST OF THE EAST RAIL, 37 FEET SOUTH OF THE CENTER LINE
 DL0799'OF THE ROAD, 68 FEET SOUTHEAST OF CENTER OF CROSSING, 9 FEET SOUTHWEST
 DL0799'OF A POWER POLE, 1 1/2 FOOT WEST OF A FENCE, 1.2 FOOT SOUTH OF A METAL
 DL0799'WITNESS POST, ABOUT 4 FEET BELOW THE TRACKS, AND IN THE TOP OF A
 DL0799'CONCRETE POST PROJECTING 6 INCHES.
 DL0799
 DL0799                          STATION RECOVERY (2001)
 DL0799
 DL0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DL0799'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DL0799
 DL0799                          STATION RECOVERY (2002)
 DL0799
 DL0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 DL0799'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1181 ***********************************************************************
 BK1181  DESIGNATION -  G 181
 BK1181  PID         -  BK1181
 BK1181  STATE/COUNTY-  LA/EVANGELINE
 BK1181  USGS QUAD   -  BEAVER (1968)
 BK1181
 BK1181                         *CURRENT SURVEY CONTROL
 BK1181  ___________________________________________________________________
 BK1181* NAD 83(1986)-  30 45 40.     (N)    092 31 13.     (W)     SCALED    
 BK1181* NAVD 88     -        32.68   (+/-2cm)     107.2    (feet)  VERTCON   
 BK1181  ___________________________________________________________________
 BK1181  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK1181
 BK1181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1181
 BK1181.The horizontal coordinates were scaled from a topographic map and have
 BK1181.an estimated accuracy of +/- 6 seconds.
 BK1181
 BK1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1181.The vertical order pertains to the NGVD 29 superseded value.
 BK1181
 BK1181.The geoid height was determined by GEOID03.
 BK1181
 BK1181;                    North         East    Units  Estimated Accuracy
 BK1181;SPC LA S     -   251,230.      886,360.      MT  (+/- 180 meters Scaled)
 BK1181
 BK1181                          SUPERSEDED SURVEY CONTROL
 BK1181
 BK1181  NGVD 29 (??/??/??)   32.649  (m)          107.12   (f) ADJUSTED    2 0
 BK1181
 BK1181.Superseded values are not recommended for survey control.
 BK1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1181.See file dsdata.txt to determine how the superseded data were derived.
 BK1181
 BK1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ459032(NAD 83)
 BK1181_MARKER: DB = BENCH MARK DISK
 BK1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1181_STAMPING: G 181 1960
 BK1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1181+STABILITY: SURFACE MOTION
 BK1181
 BK1181  HISTORY     - Date     Condition        Report By
 BK1181  HISTORY     - 1960     MONUMENTED       CGS
 BK1181  HISTORY     - 1961     GOOD             CGS
 BK1181
 BK1181                          STATION DESCRIPTION
 BK1181
 BK1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1181'10.15 MI SE FROM OAKDALE.
 BK1181'ABOUT 10.15 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1181'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 25, T 3 S, R 2 W, 0.15
 BK1181'MILE SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND A GRADED DIRT ROAD,
 BK1181'70 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 115 FEET
 BK1181'SOUTHWEST OF A LONE BRICK CHIMNEY WHICH IS ALL THAT REMAINS OF A HOUSE
 BK1181'THAT HAS BURNED, 156 FEET NORTHWEST OF A LONE 15-INCH OAK TREE, 113
 BK1181'FEET SOUTHWEST OF A WELL, 1 1/2 FEET SOUTHEAST OF A FENCE, ABOUT LEVEL
 BK1181'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BK1181'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1184 ***********************************************************************
 BX1184  DESIGNATION -  G 182
 BX1184  PID         -  BX1184
 BX1184  STATE/COUNTY-  LA/VERNON
 BX1184  USGS QUAD   -  LACAMP (1978)
 BX1184
 BX1184                         *CURRENT SURVEY CONTROL
 BX1184  ___________________________________________________________________
 BX1184* NAD 83(1986)-  31 09 19.     (N)    092 53 48.     (W)     SCALED    
 BX1184* NAVD 88     -        80.46   (+/-2cm)     264.0    (feet)  VERTCON   
 BX1184  ___________________________________________________________________
 BX1184  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX1184
 BX1184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1184
 BX1184.The horizontal coordinates were scaled from a topographic map and have
 BX1184.an estimated accuracy of +/- 6 seconds.
 BX1184
 BX1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1184.The vertical order pertains to the NGVD 29 superseded value.
 BX1184
 BX1184.The geoid height was determined by GEOID03.
 BX1184
 BX1184;                    North         East    Units  Estimated Accuracy
 BX1184;SPC LA N     -    72,730.      962,180.      MT  (+/- 180 meters Scaled)
 BX1184
 BX1184                          SUPERSEDED SURVEY CONTROL
 BX1184
 BX1184  NGVD 29 (??/??/??)   80.491  (m)          264.08   (f) ADJUSTED    2 0
 BX1184
 BX1184.Superseded values are not recommended for survey control.
 BX1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1184.See file dsdata.txt to determine how the superseded data were derived.
 BX1184
 BX1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ098468(NAD 83)
 BX1184_MARKER: DB = BENCH MARK DISK
 BX1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1184_STAMPING: G 182 1961
 BX1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1184+STABILITY: SURFACE MOTION
 BX1184
 BX1184  HISTORY     - Date     Condition        Report By
 BX1184  HISTORY     - 1961     MONUMENTED       CGS
 BX1184  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1184
 BX1184                          STATION DESCRIPTION
 BX1184
 BX1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1184'9.55 MI W FROM HINESTON.
 BX1184'ABOUT 9.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF THE
 BX1184'HIGHWAY AND STATE HIGHWAY 112 AT HINESTON, IN SECTION 17, T 2 N, R 5
 BX1184'W, 0.2 MILE EAST OF THE UNITED PENTECOSTAL CHURCH, 66 FEET NORTH OF
 BX1184'THE CENTER LINE OF THE HIGHWAY, 111 FEET EAST OF THE SOUTHEAST CORNER
 BX1184'OF MONKS SERVICE STATION AND STORE, 83 FEET EAST OF THE SOUTHEAST
 BX1184'CORNER OF A TIN BUILDING, 33 FEET NORTH OF A CORNER FENCE POST, 2 FEET
 BX1184'WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BX1184'INCHES.
 BX1184
 BX1184                          STATION RECOVERY (2001)
 BX1184
 BX1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1197 ***********************************************************************
 BX1197  DESIGNATION -  G 183
 BX1197  PID         -  BX1197
 BX1197  STATE/COUNTY-  LA/VERNON
 BX1197  USGS QUAD   -  AFEMAN (1978)
 BX1197
 BX1197                         *CURRENT SURVEY CONTROL
 BX1197  ___________________________________________________________________
 BX1197* NAD 83(1986)-  31 04 01.     (N)    092 52 04.     (W)     SCALED    
 BX1197* NAVD 88     -        72.25   (+/-2cm)     237.0    (feet)  VERTCON   
 BX1197  ___________________________________________________________________
 BX1197  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX1197
 BX1197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1197
 BX1197.The horizontal coordinates were scaled from a topographic map and have
 BX1197.an estimated accuracy of +/- 6 seconds.
 BX1197
 BX1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1197.The vertical order pertains to the NGVD 29 superseded value.
 BX1197
 BX1197.The geoid height was determined by GEOID03.
 BX1197
 BX1197;                    North         East    Units  Estimated Accuracy
 BX1197;SPC LA N     -    62,920.      964,900.      MT  (+/- 180 meters Scaled)
 BX1197
 BX1197                          SUPERSEDED SURVEY CONTROL
 BX1197
 BX1197  NGVD 29 (??/??/??)   72.273  (m)          237.12   (f) ADJUSTED    2 0
 BX1197
 BX1197.Superseded values are not recommended for survey control.
 BX1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1197.See file dsdata.txt to determine how the superseded data were derived.
 BX1197
 BX1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ126370(NAD 83)
 BX1197_MARKER: DB = BENCH MARK DISK
 BX1197_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1197_SP_SET: 62 FT
 BX1197_STAMPING: G 183 1961
 BX1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1197
 BX1197  HISTORY     - Date     Condition        Report By
 BX1197  HISTORY     - 1961     MONUMENTED       CGS
 BX1197  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1197  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1197
 BX1197                          STATION DESCRIPTION
 BX1197
 BX1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1197'9.75 MI SW FROM HINESTON.
 BX1197'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 BX1197'STATE HIGHWAYS 112 AND 28 AT HINESTON, THENCE 7.2 MILES SOUTHWEST
 BX1197'ALONG STATE HIGHWAY 463, OR 10.2 MILES NORTHEAST ALONG STATE HIGHWAY
 BX1197'463 FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT PITKIN,
 BX1197'IN SECTION 15, T 1 N, R 5 W, AMONG A SCATTERED GROUP OF TALL PINE
 BX1197'TREES AT THE NORTHEAST EDGE OF THE LEESVILLE ARTILLERY RANGE AND 56
 BX1197'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET SOUTH OF THE
 BX1197'CENTER OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 2.5 FEET
 BX1197'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A
 BX1197'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BX1197'DEPTH OF 62 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 3
 BX1197'INCHES.
 BX1197
 BX1197                          STATION RECOVERY (1994)
 BX1197
 BX1197'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1197'MARK NOT FOUND.
 BX1197
 BX1197                          STATION RECOVERY (2001)
 BX1197
 BX1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1538 ***********************************************************************
 BJ1538  DESIGNATION -  G 19
 BJ1538  PID         -  BJ1538
 BJ1538  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1538  USGS QUAD   -  MANCHAC (1979)
 BJ1538
 BJ1538                         *CURRENT SURVEY CONTROL
 BJ1538  ___________________________________________________________________
 BJ1538* NAD 83(1986)-  30 20 55.     (N)    090 24 49.     (W)     SCALED    
 BJ1538* NAVD 88     -         2.182  (meters)       7.16   (feet)  ADJUSTED  
 BJ1538  ___________________________________________________________________
 BJ1538  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BJ1538  DYNAMIC HT  -           2.180 (meters)       7.15  (feet)  COMP
 BJ1538  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ1538
 BJ1538  VERT ORDER  -  FIRST     CLASS I
 BJ1538
 BJ1538.The horizontal coordinates were scaled from a topographic map and have
 BJ1538.an estimated accuracy of +/- 6 seconds.
 BJ1538
 BJ1538.The orthometric height was determined by differential leveling
 BJ1538.and adjusted by the National Geodetic Survey in February 1994..
 BJ1538
 BJ1538.The geoid height was determined by GEOID03.
 BJ1538
 BJ1538.The dynamic height is computed by dividing the NAVD 88
 BJ1538.geopotential number by the normal gravity value computed on the
 BJ1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1538.degrees latitude (g = 980.6199 gals.).
 BJ1538
 BJ1538.The modeled gravity was interpolated from observed gravity values.
 BJ1538
 BJ1538;                    North         East    Units  Estimated Accuracy
 BJ1538;SPC LA S     -   205,260.    1,088,420.      MT  (+/- 180 meters Scaled)
 BJ1538
 BJ1538                          SUPERSEDED SURVEY CONTROL
 BJ1538
 BJ1538  NAVD 88 (06/15/91)    2.232  (m)            7.32   (f) UNKNOWN     1 1
 BJ1538  NGVD 29 (??/??/??)    2.216  (m)            7.27   (f) ADJUSTED    1 1
 BJ1538
 BJ1538.Superseded values are not recommended for survey control.
 BJ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1538.See file dsdata.txt to determine how the superseded data were derived.
 BJ1538
 BJ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP486602(NAD 83)
 BJ1538_MARKER: DB = BENCH MARK DISK
 BJ1538_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1538_SP_SET: FOOTING
 BJ1538_STAMPING: G 19 1934 7.782
 BJ1538_MARK LOGO: CGS   
 BJ1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1538+STABILITY: SURFACE MOTION
 BJ1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1538+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1538
 BJ1538  HISTORY     - Date     Condition        Report By
 BJ1538  HISTORY     - 1934     MONUMENTED       CGS
 BJ1538  HISTORY     - 1969     GOOD             CGS
 BJ1538  HISTORY     - 1986     GOOD             NGS
 BJ1538  HISTORY     - 19920617 GOOD             NGS
 BJ1538
 BJ1538                          STATION DESCRIPTION
 BJ1538
 BJ1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1538'4.15 MI N FROM MANCHAC.
 BJ1538'ABOUT 4.15 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1538'SOUTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.3 MILE SOUTH
 BJ1538'OF MILEPOST 870, SET ON THE TOP OF THE SOUTHWEST CORNER FOR THE
 BJ1538'CONCRETE FOUNDATION OF AN ABANDONED SIGNAL BASE, 35.5 FEET NORTH OF
 BJ1538'THE NORTHWEST CORNER OF THE CONCRETE BASE FOR SIGNAL NO. 870.2, 20.5
 BJ1538'FEET EAST OF THE EAST RAIL AND 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
 BJ1538'SEC 17, T 8S, R 8E.
 BJ1538
 BJ1538                          STATION RECOVERY (1986)
 BJ1538
 BJ1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1538'RECOVERED IN GOOD CONDITION.
 BJ1538
 BJ1538                          STATION RECOVERY (1992)
 BJ1538
 BJ1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1538'10.4 KM (6.45 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1538'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, NEAR THE SOUTHWEST
 BJ1538'CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL REMOVED)
 BJ1538', 15.2 M (49.9 FT) NORTHEAST OF RAILROAD SIGNAL NUMBER 870.3, 6.3 M
 BJ1538'(20.7 FT) NORTHEAST OF THE NEAR RAIL, 6.1 M (20.0 FT) NORTHWEST OF
 BJ1538'RAILROAD SIGNAL NUMBER 870.2, AND THE FOOTING PROJECTS 0.5 M
 BJ1538'(1.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1013 ***********************************************************************
 BJ1013  DESIGNATION -  G 197
 BJ1013  PID         -  BJ1013
 BJ1013  STATE/COUNTY-  LA/IBERVILLE
 BJ1013  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1013
 BJ1013                         *CURRENT SURVEY CONTROL
 BJ1013  ___________________________________________________________________
 BJ1013* NAD 83(1986)-  30 18 33.     (N)    091 09 47.     (W)     SCALED    
 BJ1013* NAVD 88     -         7.449  (meters)      24.44   (feet)  ADJUSTED  
 BJ1013  ___________________________________________________________________
 BJ1013  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1013  DYNAMIC HT  -           7.440 (meters)      24.41  (feet)  COMP
 BJ1013  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 BJ1013
 BJ1013  VERT ORDER  -  FIRST     CLASS I
 BJ1013
 BJ1013.The horizontal coordinates were scaled from a topographic map and have
 BJ1013.an estimated accuracy of +/- 6 seconds.
 BJ1013
 BJ1013.The orthometric height was determined by differential leveling
 BJ1013.and adjusted by the National Geodetic Survey in February 1994..
 BJ1013
 BJ1013.The geoid height was determined by GEOID03.
 BJ1013
 BJ1013.The dynamic height is computed by dividing the NAVD 88
 BJ1013.geopotential number by the normal gravity value computed on the
 BJ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1013.degrees latitude (g = 980.6199 gals.).
 BJ1013
 BJ1013.The modeled gravity was interpolated from observed gravity values.
 BJ1013
 BJ1013;                    North         East    Units  Estimated Accuracy
 BJ1013;SPC LA S     -   200,550.    1,016,380.      MT  (+/- 180 meters Scaled)
 BJ1013
 BJ1013                          SUPERSEDED SURVEY CONTROL
 BJ1013
 BJ1013  NGVD 29 (??/??/??)    7.511  (m)           24.64   (f) ADJUSTED    1 1
 BJ1013
 BJ1013.Superseded values are not recommended for survey control.
 BJ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1013.See file dsdata.txt to determine how the superseded data were derived.
 BJ1013
 BJ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP766544(NAD 83)
 BJ1013_MARKER: DB = BENCH MARK DISK
 BJ1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1013_SP_SET: CONCRETE POST
 BJ1013_STAMPING: G 197 1964
 BJ1013_MARK LOGO: CGS   
 BJ1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1013+STABILITY: SURFACE MOTION
 BJ1013
 BJ1013  HISTORY     - Date     Condition        Report By
 BJ1013  HISTORY     - 1964     MONUMENTED       CGS
 BJ1013  HISTORY     - 1976     GOOD             NGS
 BJ1013  HISTORY     - 1986     GOOD             NGS
 BJ1013
 BJ1013                          STATION DESCRIPTION
 BJ1013
 BJ1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1013'3.75 MI SW FROM BURTVILLE.
 BJ1013'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1013'STATE HIGHWAY 327 AT BURTVILLE, THENCE 0.8 MILE WESTERLY ALONG STATE
 BJ1013'HIGHWAY 991, 38.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53 1/2
 BJ1013'FEET EAST OF A NORTH-SOUTH DITCH IN A PASTURE, 2 FEET EAST OF A
 BJ1013'CONCRETE RIGHT-OF-WAY MARKER, 1 FOOT NORTH OF A FENCE LINE, 1 1/2 FEET
 BJ1013'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE
 BJ1013'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 BJ1013'GROUND.
 BJ1013
 BJ1013                          STATION RECOVERY (1976)
 BJ1013
 BJ1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1013'3.2 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1013'STATE HIGHWAY 30, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY 991, 40 FT
 BJ1013'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 54 FT EAST OF A NORTH-SOUTH
 BJ1013'DITCH IN A PASTURE, 65.5 FT WEST OF A POWER POLE, 2 FT EAST OF A
 BJ1013'CONCRETE RIGHT-OF-WAY MARKER, 1 FT NORTH OF A FENCE LINE.
 BJ1013
 BJ1013                          STATION RECOVERY (1986)
 BJ1013
 BJ1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1774 ***********************************************************************
 BJ1774  DESIGNATION -  G 20
 BJ1774  PID         -  BJ1774
 BJ1774  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1774  USGS QUAD   -  ROSELAND (1981)
 BJ1774
 BJ1774                         *CURRENT SURVEY CONTROL
 BJ1774  ___________________________________________________________________
 BJ1774* NAD 83(1986)-  30 51 01.     (N)    090 30 39.     (W)     SCALED    
 BJ1774* NAVD 88     -        50.718  (meters)     166.40   (feet)  ADJUSTED  
 BJ1774  ___________________________________________________________________
 BJ1774  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1774  DYNAMIC HT  -          50.652 (meters)     166.18  (feet)  COMP
 BJ1774  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BJ1774
 BJ1774  VERT ORDER  -  FIRST     CLASS I
 BJ1774
 BJ1774.The horizontal coordinates were scaled from a topographic map and have
 BJ1774.an estimated accuracy of +/- 6 seconds.
 BJ1774
 BJ1774.The orthometric height was determined by differential leveling
 BJ1774.and adjusted by the National Geodetic Survey in February 1994..
 BJ1774
 BJ1774.The geoid height was determined by GEOID03.
 BJ1774
 BJ1774.The dynamic height is computed by dividing the NAVD 88
 BJ1774.geopotential number by the normal gravity value computed on the
 BJ1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1774.degrees latitude (g = 980.6199 gals.).
 BJ1774
 BJ1774.The modeled gravity was interpolated from observed gravity values.
 BJ1774
 BJ1774;                    North         East    Units  Estimated Accuracy
 BJ1774;SPC LA S     -   260,810.    1,078,680.      MT  (+/- 180 meters Scaled)
 BJ1774
 BJ1774                          SUPERSEDED SURVEY CONTROL
 BJ1774
 BJ1774  NAVD 88 (06/15/91)   50.757  (m)          166.53   (f) UNKNOWN     1 1
 BJ1774  NGVD 29 (??/??/??)   50.741  (m)          166.47   (f) ADJUSTED    1 1
 BJ1774
 BJ1774.Superseded values are not recommended for survey control.
 BJ1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1774.See file dsdata.txt to determine how the superseded data were derived.
 BJ1774
 BJ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ380156(NAD 83)
 BJ1774_MARKER: DB = BENCH MARK DISK
 BJ1774_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1774_SP_SET: BRIDGE ABUTMENT
 BJ1774_STAMPING: G 20 1934 166.686
 BJ1774_MARK LOGO: CGS   
 BJ1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1774+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 BJ1774
 BJ1774  HISTORY     - Date     Condition        Report By
 BJ1774  HISTORY     - 1934     MONUMENTED       CGS
 BJ1774  HISTORY     - 1969     GOOD             CGS
 BJ1774  HISTORY     - 19920630 GOOD             NGS
 BJ1774
 BJ1774                          STATION DESCRIPTION
 BJ1774
 BJ1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1774'1.65 MI S FROM TANGIPAHOA.
 BJ1774'ABOUT 1.65 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1774'CROSSING OF STATE HIGHWAY 440 AT TANGIPAHOA, 1.9 MILE NORTH OF THE
 BJ1774'STATION SIGN AT FLUKER, SET ON THE TOP OF THE WEST END OF THE SOUTH
 BJ1774'CONCRETE ABUTMENT FOR A 62 FOOT LONG BRIDGE WITH 4-PARTITION UNDER THE
 BJ1774'TRACKS, 101 FEET SOUTH OF MILEPOST 835, 6.6 FEET WEST OF THE WEST RAIL
 BJ1774'OF THE WEST TRACK AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BJ1774
 BJ1774                          STATION RECOVERY (1992)
 BJ1774
 BJ1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1774'9.8 KM (6.10 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1774'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, IN TOP OF AND 0.3 M
 BJ1774'(1.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 BJ1774'RAILROAD BRIDGE SPANNING A CREEK, 150.0 M (492.1 FT) NORTH OF THE
 BJ1774'CENTER OF A ROAD, 44.1 M (144.7 FT) EAST OF THE CENTERLINE OF U.S.
 BJ1774'HIGHWAY 51, 31.2 M (102.4 FT) SOUTH OF MILEPOST 835, 6.4 M (21.0 FT)
 BJ1774'WEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BJ1774'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0721 ***********************************************************************
 BJ0721  DESIGNATION -  G 204
 BJ0721  PID         -  BJ0721
 BJ0721  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0721  USGS QUAD   -  LOBDELL (1992)
 BJ0721
 BJ0721                         *CURRENT SURVEY CONTROL
 BJ0721  ___________________________________________________________________
 BJ0721* NAD 83(1986)-  30 28 51.     (N)    091 15 01.     (W)     SCALED    
 BJ0721* NAVD 88     -         8.110  (meters)      26.61   (feet)  ADJUSTED  
 BJ0721  ___________________________________________________________________
 BJ0721  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0721  DYNAMIC HT  -           8.100 (meters)      26.57  (feet)  COMP
 BJ0721  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BJ0721
 BJ0721  VERT ORDER  -  FIRST     CLASS I
 BJ0721
 BJ0721.The horizontal coordinates were scaled from a topographic map and have
 BJ0721.an estimated accuracy of +/- 6 seconds.
 BJ0721
 BJ0721.The orthometric height was determined by differential leveling
 BJ0721.and adjusted by the National Geodetic Survey in February 1994..
 BJ0721
 BJ0721.The geoid height was determined by GEOID03.
 BJ0721
 BJ0721.The dynamic height is computed by dividing the NAVD 88
 BJ0721.geopotential number by the normal gravity value computed on the
 BJ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0721.degrees latitude (g = 980.6199 gals.).
 BJ0721
 BJ0721.The modeled gravity was interpolated from observed gravity values.
 BJ0721
 BJ0721;                    North         East    Units  Estimated Accuracy
 BJ0721;SPC LA S     -   219,570.    1,007,970.      MT  (+/- 180 meters Scaled)
 BJ0721
 BJ0721                          SUPERSEDED SURVEY CONTROL
 BJ0721
 BJ0721  NAVD 88 (06/15/91)    8.150  (m)           26.74   (f) UNKNOWN     1 1
 BJ0721  NGVD 29 (??/??/??)    8.115  (m)           26.62   (f) ADJUSTED    1 1
 BJ0721
 BJ0721.Superseded values are not recommended for survey control.
 BJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0721.See file dsdata.txt to determine how the superseded data were derived.
 BJ0721
 BJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP679733(NAD 83)
 BJ0721_MARKER: DB = BENCH MARK DISK
 BJ0721_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0721_SP_SET: PIER
 BJ0721_STAMPING: G 204 1964
 BJ0721_MARK LOGO: CGS   
 BJ0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0721
 BJ0721  HISTORY     - Date     Condition        Report By
 BJ0721  HISTORY     - 1964     MONUMENTED       CGS
 BJ0721  HISTORY     - 1976     GOOD             NGS
 BJ0721  HISTORY     - 1986     GOOD             NGS
 BJ0721
 BJ0721                          STATION DESCRIPTION
 BJ0721
 BJ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0721'IN KAHNS.
 BJ0721'AT KAHNS, ON THE MISSOURI PACIFIC RAILROAD, 9 FEET SOUTH OF THE SOUTH
 BJ0721'RAIL OF THE MAIN TRACK, AT THE FIRST PILLAR OF THE STATE HIGHWAY 415
 BJ0721'OVERPASS SOUTH OF THE MAIN TRACK, SET IN THE TOP OF THE NORTHWEST
 BJ0721'CORNER OF THE CONCRETE BASE OF THE PILLAR, AND ABOUT 1 FOOT ABOVE THE
 BJ0721'LEVEL OF THE TRACK.
 BJ0721
 BJ0721                          STATION RECOVERY (1976)
 BJ0721
 BJ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0721'AT KAHNS, AT THE STATE HIGHWAY 415 OVERPASS OVER THE MISSOURI
 BJ0721'PACIFIC RAILROAD, 10.1 FT. SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK
 BJ0721'IN THE TOP OF THE NORTHWEST CORNER OF THE WEST CONCRETE FOUNDATION
 BJ0721'OF THE FIRST CONCRETE SUPPORT PIER SOUTH OF THE TRACKS, 2.5 FT. HIGHER
 BJ0721'THAN THE GROUND.
 BJ0721
 BJ0721                          STATION RECOVERY (1986)
 BJ0721
 BJ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0107 ***********************************************************************
 BJ0107  DESIGNATION -  G 206
 BJ0107  PID         -  BJ0107
 BJ0107  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0107  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0107
 BJ0107                         *CURRENT SURVEY CONTROL
 BJ0107  ___________________________________________________________________
 BJ0107* NAD 83(1986)-  30 30 35.     (N)    091 13 45.     (W)     SCALED    
 BJ0107* NAVD 88     -         8.818  (meters)      28.93   (feet)  ADJUSTED  
 BJ0107  ___________________________________________________________________
 BJ0107  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0107  DYNAMIC HT  -           8.806 (meters)      28.89  (feet)  COMP
 BJ0107  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ0107
 BJ0107  VERT ORDER  -  FIRST     CLASS I
 BJ0107
 BJ0107.The horizontal coordinates were scaled from a topographic map and have
 BJ0107.an estimated accuracy of +/- 6 seconds.
 BJ0107
 BJ0107.The orthometric height was determined by differential leveling
 BJ0107.and adjusted by the National Geodetic Survey in February 1994..
 BJ0107
 BJ0107.The geoid height was determined by GEOID03.
 BJ0107
 BJ0107.The dynamic height is computed by dividing the NAVD 88
 BJ0107.geopotential number by the normal gravity value computed on the
 BJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0107.degrees latitude (g = 980.6199 gals.).
 BJ0107
 BJ0107.The modeled gravity was interpolated from observed gravity values.
 BJ0107
 BJ0107;                    North         East    Units  Estimated Accuracy
 BJ0107;SPC LA S     -   222,770.    1,010,000.      MT  (+/- 180 meters Scaled)
 BJ0107
 BJ0107                          SUPERSEDED SURVEY CONTROL
 BJ0107
 BJ0107  NAVD 88 (06/15/91)    8.841  (m)           29.01   (f) UNKNOWN     1 1
 BJ0107  NGVD 29 (??/??/??)    8.803  (m)           28.88   (f) ADJUSTED    1 1
 BJ0107
 BJ0107.Superseded values are not recommended for survey control.
 BJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0107.See file dsdata.txt to determine how the superseded data were derived.
 BJ0107
 BJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP699766(NAD 83)
 BJ0107_MARKER: DB = BENCH MARK DISK
 BJ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0107_STAMPING: G 206 1964
 BJ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0107+STABILITY: SURFACE MOTION
 BJ0107
 BJ0107  HISTORY     - Date     Condition        Report By
 BJ0107  HISTORY     - 1964     MONUMENTED       CGS
 BJ0107  HISTORY     - 1976     GOOD             NGS
 BJ0107  HISTORY     - 20060607 MARK NOT FOUND   NGS
 BJ0107
 BJ0107                          STATION DESCRIPTION
 BJ0107
 BJ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0107'5.8 MI NW FROM PORT ALLEN.
 BJ0107'ABOUT 5.8 MILES NORTHWEST ALONG A LEVEE FROM THE FERRY LANDING AT PORT
 BJ0107'ALLEN, 145 YARDS WEST OF THE JUNCTION OF STATE ROAD 986 AND A PAVED
 BJ0107'ROAD, 132 FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE, 290 FEET
 BJ0107'SOUTHWEST OF THE CENTER OF A CATTLE GUARD ON THE TOP OF THE LEVEE, 35
 BJ0107'FEET NORTHWEST OF THE CENTER LINE OF THE STATE ROAD, 1 1/2 FEET
 BJ0107'NORTHWEST OF A FENCE, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 BJ0107'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BJ0107'POST PROJECTING 4 INCHES.
 BJ0107
 BJ0107                          STATION RECOVERY (1976)
 BJ0107
 BJ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0107'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 986 FROM THE JUNCTION
 BJ0107'WITH THIRD STREET IN PORT ALLEN, 146 YARDS WEST OF THE JUNCTION
 BJ0107'OF AN ASPHALT ROAD LEADING SOUTH, 132 FT SOUTHEAST OF THE CENTER
 BJ0107'LINE OF THE SOUTHEAST MISS. RIVER LEVEE ROAD, 35 FT NORTHWEST OF
 BJ0107'THE CENTER LINE OF THE HIGHWAY, 141.5 FT NORTHWEST AND ACROSS
 BJ0107'THE CENTER LINE OF THE HIGHWAY, 141.5 FT NORTHWEST AND ACROSS THE
 BJ0107'HIGHWAY FROM POWER LINE POLE 126, 290 FT SOUTHWEST OF THE CENTER
 BJ0107'OF A CATTLEGUARD ON LEVEE, 1.1 FT NORTHWEST OF A FENCE
 BJ0107'NOTE-CONCRETE POST CHIPPED BUT SOLID.
 BJ0107
 BJ0107                          STATION RECOVERY (2006)
 BJ0107
 BJ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0107'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0024 ***********************************************************************
 BJ0024  DESIGNATION -  G 207
 BJ0024  PID         -  BJ0024
 BJ0024  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0024  USGS QUAD   -  BATCHELOR (1973)
 BJ0024
 BJ0024                         *CURRENT SURVEY CONTROL
 BJ0024  ___________________________________________________________________
 BJ0024* NAD 83(1986)-  30 51 49.     (N)    091 40 16.     (W)     SCALED    
 BJ0024* NAVD 88     -        13.458  (meters)      44.15   (feet)  ADJUSTED  
 BJ0024  ___________________________________________________________________
 BJ0024  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0024  DYNAMIC HT  -          13.441 (meters)      44.10  (feet)  COMP
 BJ0024  MODELED GRAV-     979,376.5   (mgal)                       NAVD 88
 BJ0024
 BJ0024  VERT ORDER  -  FIRST     CLASS I
 BJ0024
 BJ0024.The horizontal coordinates were scaled from a topographic map and have
 BJ0024.an estimated accuracy of +/- 6 seconds.
 BJ0024
 BJ0024.The orthometric height was determined by differential leveling
 BJ0024.and adjusted by the National Geodetic Survey in February 1994..
 BJ0024
 BJ0024.The geoid height was determined by GEOID03.
 BJ0024
 BJ0024.The dynamic height is computed by dividing the NAVD 88
 BJ0024.geopotential number by the normal gravity value computed on the
 BJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0024.degrees latitude (g = 980.6199 gals.).
 BJ0024
 BJ0024.The modeled gravity was interpolated from observed gravity values.
 BJ0024
 BJ0024;                    North         East    Units  Estimated Accuracy
 BJ0024;SPC LA S     -   262,050.      967,690.      MT  (+/- 180 meters Scaled)
 BJ0024
 BJ0024                          SUPERSEDED SURVEY CONTROL
 BJ0024
 BJ0024  NAVD 88 (06/15/91)   13.488  (m)           44.25   (f) UNKNOWN     1 1
 BJ0024  NGVD 29 (??/??/??)   13.445  (m)           44.11   (f) ADJUSTED    1 1
 BJ0024
 BJ0024.Superseded values are not recommended for survey control.
 BJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0024.See file dsdata.txt to determine how the superseded data were derived.
 BJ0024
 BJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ270152(NAD 83)
 BJ0024_MARKER: DB = BENCH MARK DISK
 BJ0024_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0024_SP_SET: 96 FEET
 BJ0024_STAMPING: G 207 1964
 BJ0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0024
 BJ0024  HISTORY     - Date     Condition        Report By
 BJ0024  HISTORY     - 1964     MONUMENTED       CGS
 BJ0024  HISTORY     - 1976     GOOD             NGS
 BJ0024
 BJ0024                          STATION DESCRIPTION
 BJ0024
 BJ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0024'2.45 MI S FROM WILLIAMSPORT.
 BJ0024'ABOUT 1.5 MILES SOUTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS
 BJ0024'CHURCH AT WILLIAMSPORT, THENCE 0.95 MILE SOUTH ALONG STATE ROAD 419,
 BJ0024'ON THE INSIDE OF A CURVE, 19 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BJ0024'125 FEET WEST OF THE CENTER LINE OF A LEVEE, 1 FOOT EAST OF A FENCE,
 BJ0024'1.4 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 BJ0024'OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BJ0024'DRIVEN TO A DEPTH OF 96 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 BJ0024'WHICH PROJECTS 4 INCHES.
 BJ0024
 BJ0024                          STATION RECOVERY (1976)
 BJ0024
 BJ0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0024'1.4 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE ST STEPHENS CHURCH AT
 BJ0024'WILLIAMSPORT, THENCE 1 MILE SOUTH ALONG STATE HIGHWAY 419, 0.1 MILE
 BJ0024'SOUTHEAST OF A RADIO TOWER, 20 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0024'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0055 ***********************************************************************
 BW0055  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BW0055  DESIGNATION -  G 208 RESET 1976
 BW0055  PID         -  BW0055
 BW0055  STATE/COUNTY-  LA/POINTE COUPEE
 BW0055  USGS QUAD   -  BIG BEND (1982)
 BW0055
 BW0055                         *CURRENT SURVEY CONTROL
 BW0055  ___________________________________________________________________
 BW0055* NAD 83(1992)-  31 00 29.21261(N)    091 45 35.37714(W)     ADJUSTED  
 BW0055* NAVD 88     -        14.28 **(meters)      46.9  **(feet)  GPS OBS(2004.65)
 BW0055  **This station is located in a subsidence area (see below).
 BW0055  ___________________________________________________________________
 BW0055  X           -    -168,029.984 (meters)                     COMP
 BW0055  Y           -  -5,468,936.060 (meters)                     COMP
 BW0055  Z           -   3,266,658.047 (meters)                     COMP
 BW0055  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BW0055  ELLIP HEIGHT-         -12.81  (meters)          (12/29/04) GPS OBS
 BW0055  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW0055  DYNAMIC HT  -          14.26  (meters)      46.8   (feet)  COMP
 BW0055  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 BW0055
 BW0055  HORZ ORDER  -  B
 BW0055  VERT ORDER  -  FIRST     CLASS I (See Below)
 BW0055  ELLP ORDER  -  FOURTH    CLASS I
 BW0055
 BW0055.The horizontal coordinates were established by GPS observations
 BW0055.and adjusted by the National Geodetic Survey in December 2004..
 BW0055
 BW0055 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BW0055 ** and geoid heights are valid at the date of observation. These heights
 BW0055 ** must always be validated when used as control.
 BW0055 ** The orthometric height was determined by GPS observations using
 BW0055 ** precise GPS observation and processing techniques and a new
 BW0055 ** realization of GEOID03. It supersedes the leveled height previously
 BW0055 ** determined for this station.
 BW0055 ** The geoid height was determined by a new realization of GEOID03 for the
 BW0055 ** epoch indicated which incorporates improved geoid heights for the
 BW0055 ** Southern Louisiana Subsidence area.
 BW0055 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BW0055.The orthometric height was determined by GPS observations and a
 BW0055.high-resolution geoid model using precise GPS observation and
 BW0055.processing techniques. It supersedes the leveled height previously
 BW0055.determined for this station.
 BW0055.WARNING-GPS observations at this control monument resulted in a GPS
 BW0055.derived orthometric height which differed from the leveled height by
 BW0055.more than one decimeter (0.1 meter).
 BW0055.The vertical order pertains to the first NAVD 88 superseded value.
 BW0055
 BW0055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0055
 BW0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0055
 BW0055.The ellipsoidal height was determined by GPS observations
 BW0055.and is referenced to NAD 83.
 BW0055
 BW0055.The geoid height was determined by GEOID03.
 BW0055
 BW0055.The dynamic height is computed by dividing the NAVD 88
 BW0055.geopotential number by the normal gravity value computed on the
 BW0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0055.degrees latitude (g = 980.6199 gals.).
 BW0055
 BW0055.The modeled gravity was interpolated from observed gravity values.
 BW0055
 BW0055;                    North         East     Units Scale Factor Converg.
 BW0055;SPC LA S     -   278,100.242   959,268.322   MT  1.00008004   -0 12 47.7
 BW0055;SPC LA S     -   912,400.54  3,147,199.49   sFT  1.00008004   -0 12 47.7
 BW0055;UTM  15      - 3,431,161.359   618,388.777   MT  0.99977289   +0 38 20.3
 BW0055
 BW0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0055!SPC LA S     -   1.00000201  x   1.00008004  =   1.00008205
 BW0055!UTM  15      -   1.00000201  x   0.99977289  =   0.99977490
 BW0055
 BW0055                          SUPERSEDED SURVEY CONTROL
 BW0055
 BW0055  NAVD 88 (02/14/94)   14.165  (m)           46.47   (f) ADJUSTED    1 1
 BW0055  NAVD 88 (06/15/91)   14.191  (m)           46.56   (f) UNKNOWN     1 1
 BW0055  NGVD 29 (??/??/??)   14.140  (m)           46.39   (f) ADJUSTED    1 1
 BW0055
 BW0055.Superseded values are not recommended for survey control.
 BW0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0055.See file dsdata.txt to determine how the superseded data were derived.
 BW0055
 BW0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1838931161(NAD 83)
 BW0055_MARKER: DB = BENCH MARK DISK
 BW0055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0055_SP_SET: COPPER-CLAD STEEL ROD
 BW0055_STAMPING: G208 RESET 1976
 BW0055_PROJECTION: FLUSH
 BW0055_MAGNETIC: I = MARKER IS A STEEL ROD
 BW0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0055+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2002
 BW0055_ROD/PIPE-DEPTH:  3.0 meters
 BW0055
 BW0055  HISTORY     - Date     Condition        Report By
 BW0055  HISTORY     - 1976     MONUMENTED       NGS
 BW0055  HISTORY     - 20021106 GOOD             3001
 BW0055
 BW0055                          STATION DESCRIPTION
 BW0055
 BW0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0055'3.4 MI NE FROM SIMMESPORT.
 BW0055'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF
 BW0055'STATE HIGHWAY 417, 0.1 MILE NORTH OF A LARGE WHITE FARMHOUSE, 34 FT
 BW0055'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33 FT NORTHEAST OF THE
 BW0055'CENTER OF A WIRE GATE, 1.5 FT NORTHWEST OF A FENCE LINE
 BW0055
 BW0055                          STATION RECOVERY (2002)
 BW0055
 BW0055'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BW0055'THE STATION IS LOCATED 3.2 MILES NORTHEAST OF SIMMSPORT, 4.9 MILES
 BW0055'NORTHWEST OF  LETTSWORTH, 5 MILES WEST OF A BRIDGE OVER OLD RIVER
 BW0055'LOCKS.
 BW0055' 
 BW0055'OWNERSHIP- COE
 BW0055' 
 BW0055'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND HWY 418 ON THE
 BW0055'SOUTHERN END  OF THE SIMMSPORT BRIDGE OVER ATCHAFALAYA RIVER, GO
 BW0055'NORTHEAST ON HWY 418 ALONG LEVEE  FOR 3.6 MILES TO A MARK ON THE LEFT
 BW0055'NEAR THE TOE OF THE LEVEE JUST PAST A WHITE HOUSE 16403.
 BW0055' 
 BW0055'THE STATION IS 34' NORTHWEST OF THE CENTERLINE OF HWY 418, 41'
 BW0055'NORTHEAST OF A LONER 6IN  ROUND FENCE POST WITH A WITNESS SIGN NAILED
 BW0055'TO IT. STATION IS A BENCH MARK DISK SET ON  TOP OF A COPPER CLAD STEEL
 BW0055'ROD WHICH IS DRIVEN 10 FT INTO THE GROUND, STAMPED G208  RESET 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1984 ***********************************************************************
 BJ1984  DESIGNATION -  G 209
 BJ1984  PID         -  BJ1984
 BJ1984  STATE/COUNTY-  LA/IBERVILLE
 BJ1984  USGS QUAD   -  PIGEON (1980)
 BJ1984
 BJ1984                         *CURRENT SURVEY CONTROL
 BJ1984  ___________________________________________________________________
 BJ1984* NAD 83(1986)-  30 06 18.     (N)    091 17 57.     (W)     SCALED    
 BJ1984* NAVD 88     -         2.07   (+/-2cm)       6.8    (feet)  VERTCON   
 BJ1984  ___________________________________________________________________
 BJ1984  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ1984
 BJ1984  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1984
 BJ1984.The horizontal coordinates were scaled from a topographic map and have
 BJ1984.an estimated accuracy of +/- 6 seconds.
 BJ1984
 BJ1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1984.The vertical order pertains to the NGVD 29 superseded value.
 BJ1984
 BJ1984.The geoid height was determined by GEOID03.
 BJ1984
 BJ1984;                    North         East    Units  Estimated Accuracy
 BJ1984;SPC LA S     -   177,910.    1,003,290.      MT  (+/- 180 meters Scaled)
 BJ1984
 BJ1984                          SUPERSEDED SURVEY CONTROL
 BJ1984
 BJ1984  NGVD 29 (??/??/??)    2.100  (m)            6.89   (f) ADJUSTED    1 2
 BJ1984
 BJ1984.Superseded values are not recommended for survey control.
 BJ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1984.See file dsdata.txt to determine how the superseded data were derived.
 BJ1984
 BJ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP638316(NAD 83)
 BJ1984_MARKER: DB = BENCH MARK DISK
 BJ1984_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1984_SP_SET: 80 FT.
 BJ1984_STAMPING: G 209 1964
 BJ1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1984
 BJ1984  HISTORY     - Date     Condition        Report By
 BJ1984  HISTORY     - 1964     MONUMENTED       CGS
 BJ1984  HISTORY     - 1965     GOOD             CGS
 BJ1984
 BJ1984                          STATION DESCRIPTION
 BJ1984
 BJ1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1984'3.05 MI N FROM PIGEON.
 BJ1984'ABOUT 3.05 MILES NORTH ALONG STATE ROAD 75 FROM THE NORTH END OF A
 BJ1984'BRIDGE OVER LOWER GRAND RIVER AT PIGEON, 114 FEET NORTH OF A POWER
 BJ1984'LINE POLE, 46 FEET EAST OF THE CENTER LINE OF ROAD, 6.5 FEET EAST OF A
 BJ1984'CONCRETE HIGHWAY MARKER POST, 1.1 FEET SOUTH OF A WOODEN WITNESS POST,
 BJ1984'ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET ON A 5/8-INCH COPPER
 BJ1984'COATED ROD THAT IS DRIVEN TO A DEPTH OF 80 FEET AND ENCASED IN A
 BJ1984'5-INCH CAST IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1583 ***********************************************************************
 BJ1583  DESIGNATION -  G 21
 BJ1583  PID         -  BJ1583
 BJ1583  STATE/COUNTY-  LA/ST TAMMANY
 BJ1583  USGS QUAD   -  COVINGTON (1994)
 BJ1583
 BJ1583                         *CURRENT SURVEY CONTROL
 BJ1583  ___________________________________________________________________
 BJ1583* NAD 83(1986)-  30 28 49.     (N)    090 02 16.     (W)     SCALED    
 BJ1583* NAVD 88     -         9.940  (meters)      32.61   (feet)  ADJUSTED  
 BJ1583  ___________________________________________________________________
 BJ1583  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ1583  DYNAMIC HT  -           9.928 (meters)      32.57  (feet)  COMP
 BJ1583  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BJ1583
 BJ1583  VERT ORDER  -  FIRST     CLASS II
 BJ1583
 BJ1583.The horizontal coordinates were scaled from a topographic map and have
 BJ1583.an estimated accuracy of +/- 6 seconds.
 BJ1583
 BJ1583.The orthometric height was determined by differential leveling
 BJ1583.and adjusted by the National Geodetic Survey in February 1994..
 BJ1583
 BJ1583.The geoid height was determined by GEOID03.
 BJ1583
 BJ1583.The dynamic height is computed by dividing the NAVD 88
 BJ1583.geopotential number by the normal gravity value computed on the
 BJ1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1583.degrees latitude (g = 980.6199 gals.).
 BJ1583
 BJ1583.The modeled gravity was interpolated from observed gravity values.
 BJ1583
 BJ1583;                    North         East    Units  Estimated Accuracy
 BJ1583;SPC LA S     -   220,210.    1,124,390.      MT  (+/- 180 meters Scaled)
 BJ1583
 BJ1583                          SUPERSEDED SURVEY CONTROL
 BJ1583
 BJ1583  NGVD 29 (??/??/??)    9.931  (m)           32.58   (f) ADJUSTED    1 2
 BJ1583
 BJ1583.Superseded values are not recommended for survey control.
 BJ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1583.See file dsdata.txt to determine how the superseded data were derived.
 BJ1583
 BJ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP843757(NAD 83)
 BJ1583_MARKER: DB = BENCH MARK DISK
 BJ1583_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ1583+WITH SETTING: PAVEMENT
 BJ1583_SP_SET: FLAGPOLE BASE
 BJ1583_STAMPING: G 21 1934
 BJ1583_MARK LOGO: CGS   
 BJ1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1583+STABILITY: SURFACE MOTION
 BJ1583
 BJ1583  HISTORY     - Date     Condition        Report By
 BJ1583  HISTORY     - 1934     MONUMENTED       CGS
 BJ1583  HISTORY     - 1955     GOOD             CGS
 BJ1583  HISTORY     - 1983     GOOD             LADTD
 BJ1583  HISTORY     - 1986     GOOD             NGS
 BJ1583
 BJ1583                          STATION DESCRIPTION
 BJ1583
 BJ1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1583'IN ABITA SPRINGS.
 BJ1583'AT ABITA SPRINGS, ST. TAMMANY PARISH, 35 FEET EAST OF THE GRAMMAR
 BJ1583'SCHOOL, 20 FEET NORTH OF THE CENTERLINE OF THE WALK LEADING TO THE
 BJ1583'FRONT OF THE BUILDING, AT THE FLAGPOLE, IN THE CENTER OF THE TOP OF
 BJ1583'THE CONCRETE FOUNDATION, AND 2 FEET NORTH OF THE POLE.
 BJ1583
 BJ1583                          STATION RECOVERY (1983)
 BJ1583
 BJ1583'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ1583'RECOVERED IN GOOD CONDITION.
 BJ1583
 BJ1583                          STATION RECOVERY (1986)
 BJ1583
 BJ1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2773 ***********************************************************************
 BJ2773  DESIGNATION -  G 210
 BJ2773  PID         -  BJ2773
 BJ2773  STATE/COUNTY-  LA/ST LANDRY
 BJ2773  USGS QUAD   -  PORT BARRE (1994)
 BJ2773
 BJ2773                         *CURRENT SURVEY CONTROL
 BJ2773  ___________________________________________________________________
 BJ2773* NAD 83(1986)-  30 30 19.     (N)    091 56 58.     (W)     SCALED    
 BJ2773* NAVD 88     -         6.58   (+/-2cm)      21.6    (feet)  VERTCON   
 BJ2773  ___________________________________________________________________
 BJ2773  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2773
 BJ2773  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2773
 BJ2773.The horizontal coordinates were scaled from a topographic map and have
 BJ2773.an estimated accuracy of +/- 6 seconds.
 BJ2773
 BJ2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2773.The vertical order pertains to the NGVD 29 superseded value.
 BJ2773
 BJ2773.The geoid height was determined by GEOID03.
 BJ2773
 BJ2773;                    North         East    Units  Estimated Accuracy
 BJ2773;SPC LA S     -   222,440.      940,860.      MT  (+/- 180 meters Scaled)
 BJ2773
 BJ2773                          SUPERSEDED SURVEY CONTROL
 BJ2773
 BJ2773  NGVD 29 (??/??/??)    6.554  (m)           21.50   (f) ADJUSTED    1 2
 BJ2773
 BJ2773.Superseded values are not recommended for survey control.
 BJ2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2773.See file dsdata.txt to determine how the superseded data were derived.
 BJ2773
 BJ2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP008752(NAD 83)
 BJ2773_MARKER: DB = BENCH MARK DISK
 BJ2773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ2773_SP_SET: ABUTMENT
 BJ2773_STAMPING: G 210 1964
 BJ2773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2773
 BJ2773  HISTORY     - Date     Condition        Report By
 BJ2773  HISTORY     - 1964     MONUMENTED       CGS
 BJ2773  HISTORY     - 1965     GOOD             CGS
 BJ2773
 BJ2773                          STATION DESCRIPTION
 BJ2773
 BJ2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2773'3.5 MI S FROM PORT BARRE.
 BJ2773'ABOUT 0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2773'STATION AT PORT BARRE, THENCE 1.0 MILE SOUTH ALONG A BRANCH LINE OF
 BJ2773'THE RAILROAD, THENCE 1.9 MILES SOUTH ALONG STATE ROAD 741, 19 FEET
 BJ2773'EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE EAST END OF
 BJ2773'THE NORTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER BAYOU PORTAGE,
 BJ2773'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3817 ***********************************************************************
 DH3817  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3817  DESIGNATION -  G 213 ECC2
 DH3817  PID         -  DH3817
 DH3817  STATE/COUNTY-  LA/CAMERON
 DH3817  USGS QUAD   -  CREOLE (1982)
 DH3817
 DH3817                         *CURRENT SURVEY CONTROL
 DH3817  ___________________________________________________________________
 DH3817* NAD 83(1992)-  29 47 06.03067(N)    093 05 56.92545(W)     ADJUSTED  
 DH3817* NAVD 88     -         0.89 **(meters)       2.9  **(feet)  GPS OBS(2004.65)
 DH3817  **This station is located in a subsidence area (see below).
 DH3817  ___________________________________________________________________
 DH3817  EPOCH DATE  -        2004.65
 DH3817  X           -    -299,520.199 (meters)                     COMP
 DH3817  Y           -  -5,532,009.037 (meters)                     COMP
 DH3817  Z           -   3,149,699.609 (meters)                     COMP
 DH3817  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DH3817  ELLIP HEIGHT-         -25.67  (meters)          (06/22/05) GPS OBS
 DH3817  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DH3817
 DH3817  HORZ ORDER  -  B
 DH3817  ELLP ORDER  -  FOURTH    CLASS I
 DH3817
 DH3817.The horizontal coordinates were established by GPS observations
 DH3817.and adjusted by the National Geodetic Survey in June 2005..
 DH3817.The horizontal coordinates are valid at the epoch date displayed above.
 DH3817.The epoch date for horizontal control is a decimal equivalence
 DH3817.of Year/Month/Day.
 DH3817
 DH3817 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3817 ** and geoid heights are valid at the date of observation. These heights
 DH3817 ** must always be validated when used as control.
 DH3817 ** The orthometric height was determined by GPS observations using
 DH3817 ** precise GPS observation and processing techniques and a new
 DH3817 ** realization of GEOID03. It supersedes the leveled height previously
 DH3817 ** determined for this station.
 DH3817 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3817 ** epoch indicated which incorporates improved geoid heights for the
 DH3817 ** Southern Louisiana Subsidence area.
 DH3817 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3817.The orthometric height was determined by GPS observations and a
 DH3817.high-resolution geoid model using precise GPS observation and
 DH3817.processing techniques.
 DH3817
 DH3817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3817
 DH3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3817
 DH3817.The ellipsoidal height was determined by GPS observations
 DH3817.and is referenced to NAD 83.
 DH3817
 DH3817.The geoid height was determined by GEOID03.
 DH3817
 DH3817;                    North         East     Units Scale Factor Converg.
 DH3817;SPC LA S     -   143,751.644   829,275.493   MT  0.99993280   -0 52 58.5
 DH3817;SPC LA S     -   471,625.19  2,720,714.68   sFT  0.99993280   -0 52 58.5
 DH3817;UTM  15      - 3,294,967.062   490,417.055   MT  0.99960113   -0 02 57.3
 DH3817
 DH3817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3817!SPC LA S     -   1.00000403  x   0.99993280  =   0.99993683
 DH3817!UTM  15      -   1.00000403  x   0.99960113  =   0.99960516
 DH3817
 DH3817                          SUPERSEDED SURVEY CONTROL
 DH3817
 DH3817.No superseded survey control is available for this station.
 DH3817
 DH3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN9041794967(NAD 83)
 DH3817_MARKER: A = ALUMINUM MARKER
 DH3817_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH3817_STAMPING: G213 ECC2
 DH3817_MARK LOGO: CHANCE
 DH3817_PROJECTION: RECESSED 2 CENTIMETERS
 DH3817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3817+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 DH3817_ROD/PIPE-DEPTH: 12.2 meters
 DH3817_SLEEVE-DEPTH  :  0.6 meters
 DH3817
 DH3817  HISTORY     - Date     Condition        Report By
 DH3817  HISTORY     - 2001     MONUMENTED       CHANCE
 DH3817  HISTORY     - 20040601 GOOD             CHANCE
 DH3817
 DH3817                          STATION DESCRIPTION
 DH3817
 DH3817'DESCRIBED BY JE CHANCE AND ASSOCIATES 2004
 DH3817'THE STATION IS LOCATED 3.0 MI EAST OF CREOLE, LA.
 DH3817' 
 DH3817'TO REACH THE STATION FROM THE POST OFFICE IN CREOLE, GO EAST ON LA
 DH3817'STATE HWY 82 FOR 2.95 MI TO THE  STATION ON THE LEFT IN A FENCE LINE
 DH3817'LEADING NORTH.
 DH3817' 
 DH3817'THE STATION IS LOCATED 200.0 FT EAST-SOUTHEAST OF STATION G 213, 37.0
 DH3817'FT NORTH OF THE CENTERLINE OF  THE HWY, AND 28.0 FT NORTHEAST OF AN
 DH3817'1.6 FT CULVERT CROSSING UNDER THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0502 ***********************************************************************
 BJ0502  DESIGNATION -  G 216
 BJ0502  PID         -  BJ0502
 BJ0502  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0502  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0502
 BJ0502                         *CURRENT SURVEY CONTROL
 BJ0502  ___________________________________________________________________
 BJ0502* NAD 83(1986)-  30 33 06.     (N)    091 10 33.     (W)     SCALED    
 BJ0502* NAVD 88     -        21.806  (meters)      71.54   (feet)  ADJUSTED  
 BJ0502  ___________________________________________________________________
 BJ0502  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0502  DYNAMIC HT  -          21.778 (meters)      71.45  (feet)  COMP
 BJ0502  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BJ0502
 BJ0502  VERT ORDER  -  FIRST     CLASS I
 BJ0502
 BJ0502.The horizontal coordinates were scaled from a topographic map and have
 BJ0502.an estimated accuracy of +/- 6 seconds.
 BJ0502
 BJ0502.The orthometric height was determined by differential leveling
 BJ0502.and adjusted by the National Geodetic Survey in February 1994..
 BJ0502
 BJ0502.The geoid height was determined by GEOID03.
 BJ0502
 BJ0502.The dynamic height is computed by dividing the NAVD 88
 BJ0502.geopotential number by the normal gravity value computed on the
 BJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0502.degrees latitude (g = 980.6199 gals.).
 BJ0502
 BJ0502.The modeled gravity was interpolated from observed gravity values.
 BJ0502
 BJ0502;                    North         East    Units  Estimated Accuracy
 BJ0502;SPC LA S     -   227,430.    1,015,110.      MT  (+/- 180 meters Scaled)
 BJ0502
 BJ0502                          SUPERSEDED SURVEY CONTROL
 BJ0502
 BJ0502  NGVD 29 (??/??/??)   21.802  (m)           71.53   (f) ADJUSTED    1 1
 BJ0502
 BJ0502.Superseded values are not recommended for survey control.
 BJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0502.See file dsdata.txt to determine how the superseded data were derived.
 BJ0502
 BJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP749813(NAD 83)
 BJ0502_MARKER: DB = BENCH MARK DISK
 BJ0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0502_SP_SET: CONCRETE POST
 BJ0502_STAMPING: G 216 1965
 BJ0502_MARK LOGO: CGS   
 BJ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0502+STABILITY: SURFACE MOTION
 BJ0502
 BJ0502  HISTORY     - Date     Condition        Report By
 BJ0502  HISTORY     - 1965     MONUMENTED       CGS
 BJ0502  HISTORY     - 1976     GOOD             NGS
 BJ0502  HISTORY     - 1987     GOOD             LA-033
 BJ0502
 BJ0502                          STATION DESCRIPTION
 BJ0502
 BJ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0502'1.35 MI N FROM SCOTLANDVILLE.
 BJ0502'ABOUT 1.35 MILES NORTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0502'FROM THE SENIOR HIGH SCHOOL AT SCOTLANDVILLE, IN S 69, T 6 S, R 1 W,
 BJ0502'58 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A PAVED ROAD
 BJ0502'LEADING WEST TO THE MARYLAND TANK FARM OF THE HUMBLE OIL COMPANY, 55
 BJ0502'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 95 FEET EAST OF A
 BJ0502'30-INCH LIVE OAK TREE, 7 1/2 FEET WEST OF A TELEPHONE POLE, 5 1/2 FEET
 BJ0502'WEST OF A PIPE USED AS A CORNER FENCE POST, 1 1/2 FEET SOUTH OF A WIRE
 BJ0502'MESH FENCE, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 BJ0502'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BJ0502
 BJ0502                          STATION RECOVERY (1976)
 BJ0502
 BJ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0502'1.25 MILES NORTH ALONG STATE HIGHWAY 19 (SCOTLAND AVENUE) FROM
 BJ0502'SCOTLANDVILLE SENIOR HIGH SCHOOL AT SCOTLANDVILLE, AT THE JUNCTION
 BJ0502'OF A DRIVEWAY LEADING WEST TO AN EXXON BATON ROUGE PLASTICS PLANT,
 BJ0502'14.6 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 54.0 FT WEST OF THE
 BJ0502'WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, 28 FT NORTH OF
 BJ0502'THE SOUTH END OF A GATE, 5.5 FT SOUTH OF A STEEL LIGHT POLE, 1.0 FT
 BJ0502'NORTHWEST OF THE NORTHWEST CURB OF THE SOUTH ONE OF TWO ENTRANCE
 BJ0502'DRIVES
 BJ0502
 BJ0502                          STATION RECOVERY (1987)
 BJ0502
 BJ0502'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0502'RECOVERED IN GOOD CONDITION WITH THE ADDITION OF
 BJ0502'THE MARK IS 0.51 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0792 ***********************************************************************
 BJ0792  DESIGNATION -  G 217
 BJ0792  PID         -  BJ0792
 BJ0792  STATE/COUNTY-  LA/IBERVILLE
 BJ0792  USGS QUAD   -  GROSSE TETE (1992)
 BJ0792
 BJ0792                         *CURRENT SURVEY CONTROL
 BJ0792  ___________________________________________________________________
 BJ0792* NAD 83(1986)-  30 24 47.     (N)    091 28 06.     (W)     SCALED    
 BJ0792* NAVD 88     -         4.106  (meters)      13.47   (feet)  ADJUSTED  
 BJ0792  ___________________________________________________________________
 BJ0792  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0792  DYNAMIC HT  -           4.100 (meters)      13.45  (feet)  COMP
 BJ0792  MODELED GRAV-     979,331.5   (mgal)                       NAVD 88
 BJ0792
 BJ0792  VERT ORDER  -  FIRST     CLASS I
 BJ0792
 BJ0792.The horizontal coordinates were scaled from a topographic map and have
 BJ0792.an estimated accuracy of +/- 6 seconds.
 BJ0792
 BJ0792.The orthometric height was determined by differential leveling
 BJ0792.and adjusted by the National Geodetic Survey in February 1994..
 BJ0792
 BJ0792.The geoid height was determined by GEOID03.
 BJ0792
 BJ0792.The dynamic height is computed by dividing the NAVD 88
 BJ0792.geopotential number by the normal gravity value computed on the
 BJ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0792.degrees latitude (g = 980.6199 gals.).
 BJ0792
 BJ0792.The modeled gravity was interpolated from observed gravity values.
 BJ0792
 BJ0792;                    North         East    Units  Estimated Accuracy
 BJ0792;SPC LA S     -   212,060.      987,030.      MT  (+/- 180 meters Scaled)
 BJ0792
 BJ0792                          SUPERSEDED SURVEY CONTROL
 BJ0792
 BJ0792  NGVD 29 (??/??/??)    4.117  (m)           13.51   (f) ADJUSTED    1 1
 BJ0792
 BJ0792.Superseded values are not recommended for survey control.
 BJ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0792.See file dsdata.txt to determine how the superseded data were derived.
 BJ0792
 BJ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP471655(NAD 83)
 BJ0792_MARKER: DB = BENCH MARK DISK
 BJ0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0792_STAMPING: G 217 1965
 BJ0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0792+STABILITY: SURFACE MOTION
 BJ0792
 BJ0792  HISTORY     - Date     Condition        Report By
 BJ0792  HISTORY     - 1965     MONUMENTED       CGS
 BJ0792  HISTORY     - 1976     GOOD             NGS
 BJ0792  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0792  HISTORY     - 20060418 MARK NOT FOUND   NGS
 BJ0792
 BJ0792                          STATION DESCRIPTION
 BJ0792
 BJ0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0792'2.45 MI W FROM GROSSE TETE.
 BJ0792'ABOUT 0.6 MILE NORTH-NORTHWEST ALONG STATE HIGHWAY 77 FROM THE CASH
 BJ0792'MERCHANT STORE AT GROSSE TETE, THENCE 1.85 MILES WEST ALONG AN
 BJ0792'ABANDONED RAILROAD GRADE WHICH IS NOW A DIRT ROAD, IN FRACTIONAL
 BJ0792'SECTION 109, T 7 S, R 10 E, 0.65 MILE EAST OF A WOODEN BRIDGE, 158
 BJ0792'FEET SOUTHWEST OF THE MOST SOUTHERLY OF FOUR HIGH VOLTAGE POWER POLES,
 BJ0792'44 FEET NORTH OF THE CENTER LINE OF THE RAILROAD GRADE, 41 FEET EAST
 BJ0792'OF THE CENTER LINE OF A TRAIL ROAD, 10 FEET NORTH OF A 20-INCH ELM
 BJ0792'TREE, 1.5 FEET SOUTH OF A CREOSOTED WITNESS POST, ABOUT 3 FEET BELOW
 BJ0792'THE RAILROAD GRADE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BJ0792'INCHES.
 BJ0792
 BJ0792                          STATION RECOVERY (1976)
 BJ0792
 BJ0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0792'0.2 MILE NORTH ALONG STATE HIGHWAY 77 FROM THE INTERSTATE HIGHWAY
 BJ0792'10 WEST BOUND LANES OVERPASS, THENCE 2.0 MILES WEST ALONG A TRACK
 BJ0792'ROAD ON AN OLD RAILROAD GRADE, 2.7 MILES EAST OF RAMAH, 0.4 MILE
 BJ0792'WEST OF A WOODEN BRIDGE, 0.2 MILE EAST OF A WOODEN BRIDGE, AT THE
 BJ0792'JUNCTION OF A FIELD ROAD, 45 FT NORTH OF THE CENTER LINE OF THE ROAD,
 BJ0792'32 FT EAST OF THE CENTER LINE OF THE FIELD ROAD, 158.5 FT SOUTHWEST
 BJ0792'OF THE SOUTH ONE OF 4 POWER LINE POLES (POLES NUMBER 257-338), 10
 BJ0792'FEET NORTH OF A FORKED TREE, THE NORTH SIDE OF THE CONCRETE POST
 BJ0792'CHIPPED BUT THE POST AND THE DISK ARE SOLID.
 BJ0792
 BJ0792                          STATION RECOVERY (1990)
 BJ0792
 BJ0792'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0792'MARK NOT FOUND.
 BJ0792
 BJ0792                          STATION RECOVERY (2006)
 BJ0792
 BJ0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ0792'NOT RECOVERED.  ALL ROADS GATED AND LOCKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2272 ***********************************************************************
 BJ2272  DESIGNATION -  G 218
 BJ2272  PID         -  BJ2272
 BJ2272  STATE/COUNTY-  LA/ST MARTIN
 BJ2272  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2272
 BJ2272                         *CURRENT SURVEY CONTROL
 BJ2272  ___________________________________________________________________
 BJ2272* NAD 83(1986)-  30 20 57.     (N)    091 42 26.     (W)     SCALED    
 BJ2272* NAVD 88     -         7.33   (+/-2cm)      24.0    (feet)  VERTCON   
 BJ2272  ___________________________________________________________________
 BJ2272  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2272
 BJ2272  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2272
 BJ2272.The horizontal coordinates were scaled from a topographic map and have
 BJ2272.an estimated accuracy of +/- 6 seconds.
 BJ2272
 BJ2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2272.The vertical order pertains to the NGVD 29 superseded value.
 BJ2272
 BJ2272.The geoid height was determined by GEOID03.
 BJ2272
 BJ2272;                    North         East    Units  Estimated Accuracy
 BJ2272;SPC LA S     -   205,030.      964,050.      MT  (+/- 180 meters Scaled)
 BJ2272
 BJ2272                          SUPERSEDED SURVEY CONTROL
 BJ2272
 BJ2272  NGVD 29 (??/??/??)    7.334  (m)           24.06   (f) ADJUSTED    1 2
 BJ2272
 BJ2272.Superseded values are not recommended for survey control.
 BJ2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2272.See file dsdata.txt to determine how the superseded data were derived.
 BJ2272
 BJ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP242581(NAD 83)
 BJ2272_MARKER: DB = BENCH MARK DISK
 BJ2272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2272_STAMPING: G 218 1965
 BJ2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2272
 BJ2272  HISTORY     - Date     Condition        Report By
 BJ2272  HISTORY     - 1965     MONUMENTED       CGS
 BJ2272
 BJ2272                          STATION DESCRIPTION
 BJ2272
 BJ2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2272'7.05 MI NE FROM BUTTE LA ROSE.
 BJ2272'ABOUT 6.1 MILES NORTH ALONG A LEVEE AND A DIRT ROAD FROM THE BOAT
 BJ2272'LANDING AT BUTTE LA ROSE, THENCE 0.95 MILE EAST ALONG A DOUBLE ROW OF
 BJ2272'POWER LINE POLES, IN FRACTIONAL SECTION 4, T 8 S, R 7 E, ON AN ISLAND
 BJ2272'BETWEEN THE ATCHAFALAYA RIVER AND WHISKEY BAY PILOT CHANNEL, 100 YARDS
 BJ2272'EAST OF A GATE IN A NORTH-SOUTH FENCE LINE, 30 FEET SOUTH OF THE MORE
 BJ2272'SOUTHERLY OF TWO POWER LINE POLES WHICH IS AT A SLIGHT ANGLE IN THE
 BJ2272'ROW OF POLES, SET NEAR THE CENTER OF 4 GUY WIRES WHICH FORM A SQUARE
 BJ2272'WITH ANCHOR RODS IN THE GROUND, A DISK BRAZED ON THE TOP OF A 3-INCH
 BJ2272'IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0476 ***********************************************************************
 BJ0476  DESIGNATION -  G 219
 BJ0476  PID         -  BJ0476
 BJ0476  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0476  USGS QUAD   -  ZACHARY (1980)
 BJ0476
 BJ0476                         *CURRENT SURVEY CONTROL
 BJ0476  ___________________________________________________________________
 BJ0476* NAD 83(1986)-  30 40 53.     (N)    091 08 56.     (W)     SCALED    
 BJ0476* NAVD 88     -        30.45   (+/-2cm)      99.9    (feet)  VERTCON   
 BJ0476  ___________________________________________________________________
 BJ0476  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0476
 BJ0476  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0476
 BJ0476.The horizontal coordinates were scaled from a topographic map and have
 BJ0476.an estimated accuracy of +/- 6 seconds.
 BJ0476
 BJ0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0476.The vertical order pertains to the NGVD 29 superseded value.
 BJ0476
 BJ0476.The geoid height was determined by GEOID03.
 BJ0476
 BJ0476;                    North         East    Units  Estimated Accuracy
 BJ0476;SPC LA S     -   241,810.    1,017,670.      MT  (+/- 180 meters Scaled)
 BJ0476
 BJ0476                          SUPERSEDED SURVEY CONTROL
 BJ0476
 BJ0476  NGVD 29 (??/??/??)   30.451  (m)           99.90   (f) ADJUSTED    1 1
 BJ0476
 BJ0476.Superseded values are not recommended for survey control.
 BJ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0476.See file dsdata.txt to determine how the superseded data were derived.
 BJ0476
 BJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP773957(NAD 83)
 BJ0476_MARKER: DB = BENCH MARK DISK
 BJ0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0476_SP_SET: CULVERT
 BJ0476_STAMPING: G 219 1965
 BJ0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0476
 BJ0476  HISTORY     - Date     Condition        Report By
 BJ0476  HISTORY     - 1965     MONUMENTED       CGS
 BJ0476  HISTORY     - 1976     GOOD             NGS
 BJ0476
 BJ0476                          STATION DESCRIPTION
 BJ0476
 BJ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0476'2.4 MI N FROM ZACHARY.
 BJ0476'ABOUT 2.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0476'STATION AT ZACHARY, IN S 54, T 4 S, R 1 E, ABOUT 50 YARDS EAST OF THE
 BJ0476'EAST RAIL OF THE TRACK, 25 FEET EAST OF THE CENTER LINE OF THE
 BJ0476'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL
 BJ0476'OF A DOUBLE-CHANNEL CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 BJ0476'HIGHWAY.  NOTE-- THIS MARK IS ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY
 BJ0476'19 FROM BENCH MARK F 219 1965 WHICH IS DESCRIBED FROM SLAUGHTER.
 BJ0476
 BJ0476                          STATION RECOVERY (1976)
 BJ0476
 BJ0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0476'1.35 MILES NORTH ALONG STATE HIGHWAY 1209 FROM THE JUNCTION WITH
 BJ0476'STATE HIGHWAY 64 AT ZACHARY, THENCE 1.0 MILE NORTH STATE HIGHWAY
 BJ0476'19, 2.55 MILES SOUTH OF SLAUGHTER, 0.2 MILES SOUTH OF THE JUNCTION
 BJ0476'OF PORT HUDSON PRIDE ROAD, 25 FT EAST OF THE CENTER LINE OF THE
 BJ0476'HIGHWAY, SET IN THE TOP CENTER OF THE EAST HEAD WALL OF A DOUBLE
 BJ0476'CONCRETE BOX HIGHWAY CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1430 ***********************************************************************
 BH1430  DESIGNATION -  G 23
 BH1430  PID         -  BH1430
 BH1430  STATE/COUNTY-  LA/WASHINGTON
 BH1430  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1430
 BH1430                         *CURRENT SURVEY CONTROL
 BH1430  ___________________________________________________________________
 BH1430* NAD 83(1986)-  30 51 15.     (N)    089 50 32.     (W)     SCALED    
 BH1430* NAVD 88     -        34.36   (+/-2cm)     112.7    (feet)  VERTCON   
 BH1430  ___________________________________________________________________
 BH1430  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BH1430
 BH1430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1430
 BH1430.The horizontal coordinates were scaled from a topographic map and have
 BH1430.an estimated accuracy of +/- 6 seconds.
 BH1430
 BH1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1430.The vertical order pertains to the NGVD 29 superseded value.
 BH1430
 BH1430.The geoid height was determined by GEOID03.
 BH1430
 BH1430;                    North         East    Units  Estimated Accuracy
 BH1430;SPC LA S     -   261,880.    1,142,630.      MT  (+/- 180 meters Scaled)
 BH1430
 BH1430                          SUPERSEDED SURVEY CONTROL
 BH1430
 BH1430  NGVD 29 (??/??/??)   34.441  (m)          113.00   (f) ADJUSTED    2 0
 BH1430
 BH1430.Superseded values are not recommended for survey control.
 BH1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1430.See file dsdata.txt to determine how the superseded data were derived.
 BH1430
 BH1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV281168(NAD 83)
 BH1430_MARKER: DB = BENCH MARK DISK
 BH1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1430_STAMPING: 113 G 23 1934
 BH1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1430+STABILITY: SURFACE MOTION
 BH1430
 BH1430  HISTORY     - Date     Condition        Report By
 BH1430  HISTORY     - 1934     MONUMENTED       CGS
 BH1430  HISTORY     - 1955     GOOD             CGS
 BH1430
 BH1430                          STATION DESCRIPTION
 BH1430
 BH1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1430'2.9 MI S FROM VARNADO.
 BH1430'2.9 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH1430'STATION AT VARNADO, WASHINGTON PARISH, 6 1/2 POLES NORTH OF MILEPOST
 BH1430'76, AT THE CROSSING OF AN EAST-AND-WEST ROAD, 65 FEET NORTH OF THE
 BH1430'CENTERLINE OF THE ROAD, 29 FEET EAST OF THE EAST RAIL, 87 FEET SOUTH
 BH1430'OF POLE 866, 83 FEET NORTH OF POLE 867, IN LINE WITH THE ROW OF POLES,
 BH1430'59 FEET NORTHWEST OF A RAILROAD CROSSING, AND LEVEL WITH THE TRACK. A
 BH1430'STANDARD DISK, STAMPED 113 G 23 1934 AND SET IN THE TOP OF A CONCRETE
 BH1430'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0651 ***********************************************************************
 BX0651  DESIGNATION -  G 230
 BX0651  PID         -  BX0651
 BX0651  STATE/COUNTY-  LA/RAPIDES
 BX0651  USGS QUAD   -  BALL (1993)
 BX0651
 BX0651                         *CURRENT SURVEY CONTROL
 BX0651  ___________________________________________________________________
 BX0651* NAD 83(1986)-  31 24 25.     (N)    092 24 40.     (W)     SCALED    
 BX0651* NAVD 88     -        43.40   (+/-2cm)     142.4    (feet)  VERTCON   
 BX0651  ___________________________________________________________________
 BX0651  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX0651
 BX0651  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0651
 BX0651.The horizontal coordinates were scaled from a topographic map and have
 BX0651.an estimated accuracy of +/- 6 seconds.
 BX0651
 BX0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0651.The vertical order pertains to the NGVD 29 superseded value.
 BX0651
 BX0651.The geoid height was determined by GEOID03.
 BX0651
 BX0651;                    North         East    Units  Estimated Accuracy
 BX0651;SPC LA N     -   100,560.    1,008,450.      MT  (+/- 180 meters Scaled)
 BX0651
 BX0651                          SUPERSEDED SURVEY CONTROL
 BX0651
 BX0651  NGVD 29 (??/??/??)   43.386  (m)          142.34   (f) ADJUSTED    1 2
 BX0651
 BX0651.Superseded values are not recommended for survey control.
 BX0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0651.See file dsdata.txt to determine how the superseded data were derived.
 BX0651
 BX0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ559748(NAD 83)
 BX0651_MARKER: DB = BENCH MARK DISK
 BX0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0651_STAMPING: G 230 1965
 BX0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0651+STABILITY: SURFACE MOTION
 BX0651
 BX0651  HISTORY     - Date     Condition        Report By
 BX0651  HISTORY     - 1965     MONUMENTED       CGS
 BX0651  HISTORY     - 1966     GOOD             CGS
 BX0651  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0651
 BX0651                          STATION DESCRIPTION
 BX0651
 BX0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0651'6.7 MI N FROM PINEVILLE.
 BX0651'ABOUT 3.55 MILES NORTH ALONG U.S. HIGHWAY 165 ( BUSINESS ROUTE) FROM
 BX0651'THE POST OFFICE AT PINEVILLE, THENCE 3.15 MILES NORTH ALONG U.S.
 BX0651'HIGHWAY 165 BYPASS, IN SECTION 19, T 5 N, R 1 E, OR 7.7 MILES SOUTH
 BX0651'ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT POLLOCK, AT THE SMALL
 BX0651'COMMUNITY OF BALL, EAST OF AND ACROSS THE HIGHWAY FROM DELANEYS TEXACO
 BX0651'SETVICE, 174 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A GROCERY
 BX0651'STORE, 104 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 BX0651'EAST-WEST PAVED ROAD, 82 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BX0651'75 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST PAVED ROAD, 45 FEET
 BX0651'SOUTH OF A POWER POLE AND CONCRETE HIGHWAY RIGHT OF WAY MARKER, 2 1/2
 BX0651'FEET WEST OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2
 BX0651'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX0651'CONCRETE POST PROJECTING 6 INCHES.
 BX0651
 BX0651                          STATION RECOVERY (1999)
 BX0651
 BX0651'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0082 ***********************************************************************
 BX0082  DESIGNATION -  G 232
 BX0082  PID         -  BX0082
 BX0082  STATE/COUNTY-  LA/LA SALLE
 BX0082  USGS QUAD   -  TULLOS (1984)
 BX0082
 BX0082                         *CURRENT SURVEY CONTROL
 BX0082  ___________________________________________________________________
 BX0082* NAD 83(1986)-  31 49 35.     (N)    092 19 39.     (W)     SCALED    
 BX0082* NAVD 88     -        37.73   (+/-2cm)     123.8    (feet)  VERTCON   
 BX0082  ___________________________________________________________________
 BX0082  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0082
 BX0082  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0082
 BX0082.The horizontal coordinates were scaled from a topographic map and have
 BX0082.an estimated accuracy of +/- 6 seconds.
 BX0082
 BX0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0082.The vertical order pertains to the NGVD 29 superseded value.
 BX0082
 BX0082.The geoid height was determined by GEOID03.
 BX0082
 BX0082;                    North         East    Units  Estimated Accuracy
 BX0082;SPC LA N     -   147,080.    1,016,330.      MT  (+/- 180 meters Scaled)
 BX0082
 BX0082                          SUPERSEDED SURVEY CONTROL
 BX0082
 BX0082  NGVD 29 (??/??/??)   37.747  (m)          123.84   (f) ADJUSTED    1 2
 BX0082
 BX0082.Superseded values are not recommended for survey control.
 BX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0082.See file dsdata.txt to determine how the superseded data were derived.
 BX0082
 BX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR636213(NAD 83)
 BX0082_MARKER: DB = BENCH MARK DISK
 BX0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0082_SP_SET: PILLARS
 BX0082_STAMPING: G 232 1965
 BX0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0082+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BX0082
 BX0082  HISTORY     - Date     Condition        Report By
 BX0082  HISTORY     - 1965     MONUMENTED       CGS
 BX0082  HISTORY     - 20041116 GOOD             USPSQD
 BX0082
 BX0082                          STATION DESCRIPTION
 BX0082
 BX0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0082'0.5 MI NE FROM TULLOS.
 BX0082'ABOUT 0.5 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0082'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 24, T 10 N, R 1 E, AT THE
 BX0082'U.S. HIGHWAY 84 OVERPASS, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 BX0082'THE MAIN TRACK, AT THE NORTHEAST END OF THE FIRST 5 CONCRETE PILLARS
 BX0082'SOUTHEAST OF THE TRACK, 5 RAILS SOUTHWEST OF BENCH MARK RV 556/00
 BX0082'(M.P.R.R.), SET IN THE TOP OF THE CONCRETE FOUNDATION OF THE CONCRETE
 BX0082'PILLARS, 2.2 FEET SOUTHWEST OF THE MOST NORTHEASTERLY OF THE PILLARS,
 BX0082'AND ABOUT 8 FEET ABOVE THE LEVEL OF THE TRACK.
 BX0082
 BX0082                          STATION RECOVERY (2004)
 BX0082
 BX0082'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1299 ***********************************************************************
 AU1299  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1299  DESIGNATION -  G 233
 AU1299  PID         -  AU1299
 AU1299  STATE/COUNTY-  LA/TERREBONNE
 AU1299  USGS QUAD   -  MONTEGUT (1994)
 AU1299
 AU1299                         *CURRENT SURVEY CONTROL
 AU1299  ___________________________________________________________________
 AU1299* NAD 83(1992)-  29 29 57.71662(N)    090 34 37.85736(W)     ADJUSTED  
 AU1299* NAVD 88     -         1.04 **(meters)       3.4  **(feet)  LEVELING(2004.65)
 AU1299  **This station is located in a subsidence area (see below).
 AU1299  **This station is included in the VTDP model (see below).
 AU1299  ___________________________________________________________________
 AU1299  EPOCH DATE  -        2004.65
 AU1299  X           -     -55,966.444 (meters)                     COMP
 AU1299  Y           -  -5,555,490.743 (meters)                     COMP
 AU1299  Z           -   3,122,181.719 (meters)                     COMP
 AU1299  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU1299  ELLIP HEIGHT-         -24.01  (meters)          (06/22/05) GPS OBS
 AU1299  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AU1299  DYNAMIC HT  -           1.04  (meters)       3.4   (feet)  COMP
 AU1299  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 AU1299
 AU1299  HORZ ORDER  -  B
 AU1299  VERT ORDER  -  THIRD
 AU1299  ELLP ORDER  -  FOURTH    CLASS I
 AU1299
 AU1299.The horizontal coordinates were established by GPS observations
 AU1299.and adjusted by the National Geodetic Survey in June 2005..
 AU1299.The horizontal coordinates are valid at the epoch date displayed above.
 AU1299.The epoch date for horizontal control is a decimal equivalence
 AU1299.of Year/Month/Day.
 AU1299
 AU1299 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1299 ** and geoid heights are valid at the date of observation. These heights
 AU1299 ** must always be validated when used as control.
 AU1299 ** The orthometric height was determined with a Vertical Time-dependent
 AU1299 ** Positioning (VTDP) model and has been validated through GPS observations
 AU1299 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU1299 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1299 ** epoch indicated which incorporates improved geoid heights for the
 AU1299 ** Southern Louisiana Subsidence area
 AU1299 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1299.The orthometric height was determined by differential leveling.
 AU1299.The vertical network tie was performed by a horz. field party for horz.
 AU1299.obs reductions. Reset procedures were used to establish the elevation.
 AU1299
 AU1299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1299
 AU1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1299
 AU1299.The ellipsoidal height was determined by GPS observations
 AU1299.and is referenced to NAD 83.
 AU1299
 AU1299.The geoid height was determined by GEOID03.
 AU1299
 AU1299.The dynamic height is computed by dividing the NAVD 88
 AU1299.geopotential number by the normal gravity value computed on the
 AU1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1299.degrees latitude (g = 980.6199 gals.).
 AU1299
 AU1299.The modeled gravity was interpolated from observed gravity values.
 AU1299
 AU1299;                    North         East     Units Scale Factor Converg.
 AU1299;SPC LA S     -   111,017.310 1,073,318.398   MT  0.99996379   +0 22 41.1
 AU1299;SPC LA S     -   364,229.29  3,521,378.78   sFT  0.99996379   +0 22 41.1
 AU1299;UTM  15      - 3,265,759.371   734,875.410   MT  1.00028075   +1 11 36.9
 AU1299
 AU1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1299!SPC LA S     -   1.00000377  x   0.99996379  =   0.99996756
 AU1299!UTM  15      -   1.00000377  x   1.00028075  =   1.00028452
 AU1299
 AU1299                          SUPERSEDED SURVEY CONTROL
 AU1299
 AU1299  ELLIP H (02/21/02)  -23.96   (m)                       GP(       ) 5 1
 AU1299  NAD 83(1992)-  29 29 57.71713(N)    090 34 37.85653(W) AD(       ) 1
 AU1299  ELLIP H (12/17/98)  -23.93   (m)                       GP(       ) 4 2
 AU1299  NAVD 88 (02/14/94)    1.221  (m)            4.01   (f) ADJUSTED    1 2
 AU1299  NGVD 29 (??/??/??)    1.220  (m)            4.00   (f) ADJUSTED    1 2
 AU1299
 AU1299.Superseded values are not recommended for survey control.
 AU1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1299.See file dsdata.txt to determine how the superseded data were derived.
 AU1299
 AU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3487565759(NAD 83)
 AU1299_MARKER: DB = BENCH MARK DISK
 AU1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1299_SP_SET: CONCRETE POST
 AU1299_STAMPING: G 233 1965
 AU1299_MARK LOGO: CGS   
 AU1299_PROJECTION: FLUSH
 AU1299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1299+STABILITY: SURFACE MOTION
 AU1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1299+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AU1299
 AU1299  HISTORY     - Date     Condition        Report By
 AU1299  HISTORY     - 1965     MONUMENTED       CGS
 AU1299  HISTORY     - 1966     GOOD             CGS
 AU1299  HISTORY     - 19930608 GOOD             LADTD
 AU1299  HISTORY     - 19950103 GOOD             MPHI
 AU1299  HISTORY     - 20040413 GOOD             NGS
 AU1299
 AU1299                          STATION DESCRIPTION
 AU1299
 AU1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1299'3.15 MI N FROM CHAUVIN.
 AU1299'ABOUT 3.15 MILES NORTH ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH
 AU1299'CHURCH AT CHAUVIN, IN FRACTIONAL SECTION 48, T 18 S, R 19 E, 69 FEET
 AU1299'NORTH OF THE NORTH CORNER OF A FRAME HOUSE, 64 FEET NORTHWEST OF A
 AU1299'28-INCH HACKBERRY TREE, 60 FEET NORTHWEST OF A LIGHT POLE, 44 FEET
 AU1299'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET NORTHWEST OF
 AU1299'THE CENTER OF A METAL GATE, 3.2 FEET SOUTHWEST OF A FENCE, AND SET IN
 AU1299'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AU1299
 AU1299                          STATION RECOVERY (1993)
 AU1299
 AU1299'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1299'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF HOUMA AND
 AU1299'3.0 MI (4.8 KM) NORTHEAST OF CHAUVIN.  OWNERSHIP--MRS.  EMILE FANGUY,
 AU1299'4810 HIGHWAY 56, CHAUVIN, LA.  TO REACH THE STATION FROM THE ST.
 AU1299'JOSEPH CHURCH IN CHAUVIN, GO NORTH FOR 3.0 MI (4.8 KM) ON STATE
 AU1299'HIGHWAY 56 TO THE STATION SET ON THE LEFT.  THE STATION IS 69.0 FT
 AU1299'(21.0 M) NORTH FROM THE NORTH CORNER OF THE HOUSE, 64.0 FT (19.5 M)
 AU1299'EAST-NORTHEAST FROM A 34 INCH HACKBERRY TREE, 63.0 FT (19.2 M)
 AU1299'EAST-SOUTHEAST FROM A TWIN 18 INCH HACKBERRY TREE, 60.0 FT (18.3 M)
 AU1299'NORTHWEST FROM POWER POLE NUMBER 252 WITH A SECURITY LIGHT ATTACHED,
 AU1299'44.0 FT (13.4 M) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 13.5 FT
 AU1299'(4.1 M) NORTHWEST FROM THE CENTER OF A GRASS DRIVE, RECESSED 6 INCHES
 AU1299'BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 AU1299
 AU1299                          STATION RECOVERY (1995)
 AU1299
 AU1299'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1299'RECOVERED AS DESCRIBED.
 AU1299
 AU1299                          STATION RECOVERY (2004)
 AU1299
 AU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1299'RECOVERED AS DESCRIBED. ADDITIONAL REFERENCES--3.7 FT SW OF A WATER
 AU1299'VAULT,11.3 FT NW OF  A FLAG POLE, 4.2 FT NE OF THE NW CORNER OF A
 AU1299'CATCH DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0387 ***********************************************************************
 CQ0387  DESIGNATION -  G 234
 CQ0387  PID         -  CQ0387
 CQ0387  STATE/COUNTY-  LA/CALDWELL
 CQ0387  USGS QUAD   -  COLUMBIA (1989)
 CQ0387
 CQ0387                         *CURRENT SURVEY CONTROL
 CQ0387  ___________________________________________________________________
 CQ0387* NAD 83(1986)-  32 06 25.     (N)    092 04 30.     (W)     SCALED    
 CQ0387* NAVD 88     -        21.90   (+/-2cm)      71.9    (feet)  VERTCON   
 CQ0387  ___________________________________________________________________
 CQ0387  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0387
 CQ0387  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0387
 CQ0387.The horizontal coordinates were scaled from a topographic map and have
 CQ0387.an estimated accuracy of +/- 6 seconds.
 CQ0387
 CQ0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0387.The vertical order pertains to the NGVD 29 superseded value.
 CQ0387
 CQ0387.The geoid height was determined by GEOID03.
 CQ0387
 CQ0387;                    North         East    Units  Estimated Accuracy
 CQ0387;SPC LA N     -   178,250.    1,040,110.      MT  (+/- 180 meters Scaled)
 CQ0387
 CQ0387                          SUPERSEDED SURVEY CONTROL
 CQ0387
 CQ0387  NGVD 29 (??/??/??)   21.926  (m)           71.94   (f) ADJUSTED    1 2
 CQ0387
 CQ0387.Superseded values are not recommended for survey control.
 CQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0387.See file dsdata.txt to determine how the superseded data were derived.
 CQ0387
 CQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR872526(NAD 83)
 CQ0387_MARKER: DB = BENCH MARK DISK
 CQ0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0387_SP_SET: BRIDGE
 CQ0387_STAMPING: G 234 1965
 CQ0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0387+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 CQ0387
 CQ0387  HISTORY     - Date     Condition        Report By
 CQ0387  HISTORY     - 1965     MONUMENTED       CGS
 CQ0387  HISTORY     - 1966     GOOD             CGS
 CQ0387  HISTORY     - 1990     GOOD             USPSQD
 CQ0387  HISTORY     - 1991     GOOD             USPSQD
 CQ0387  HISTORY     - 20041116 GOOD             USPSQD
 CQ0387
 CQ0387                          STATION DESCRIPTION
 CQ0387
 CQ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0387'IN COLUMBIA.
 CQ0387'AT COLUMBIA, IN SECTION 17, T 13 N, R 4 E, 34 FEET WEST OF THE CENTER
 CQ0387'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST CONCRETE WING
 CQ0387'WALL AT THE SOUTHWEST END OF THE U.S. HIGHWAY 165 BRIDGE OVER THE
 CQ0387'QUACHITA RIVER, 28 FEET NORTH OF THE CENTER LINE OF WEST PEARL STREET,
 CQ0387'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 CQ0387
 CQ0387                          STATION RECOVERY (1990)
 CQ0387
 CQ0387'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0387'RECOVERED IN GOOD CONDITION.
 CQ0387
 CQ0387                          STATION RECOVERY (1991)
 CQ0387
 CQ0387'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0387'RECOVERED IN GOOD CONDITION.
 CQ0387
 CQ0387                          STATION RECOVERY (2004)
 CQ0387
 CQ0387'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CQ0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2696 ***********************************************************************
 BJ2696  DESIGNATION -  G 235
 BJ2696  PID         -  BJ2696
 BJ2696  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2696  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2696
 BJ2696                         *CURRENT SURVEY CONTROL
 BJ2696  ___________________________________________________________________
 BJ2696* NAD 83(1986)-  30 50 38.     (N)    091 47 26.     (W)     SCALED    
 BJ2696* NAVD 88     -        10.87   (+/-2cm)      35.7    (feet)  VERTCON   
 BJ2696  ___________________________________________________________________
 BJ2696  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ2696
 BJ2696  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2696
 BJ2696.The horizontal coordinates were scaled from a topographic map and have
 BJ2696.an estimated accuracy of +/- 6 seconds.
 BJ2696
 BJ2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2696.The vertical order pertains to the NGVD 29 superseded value.
 BJ2696
 BJ2696.The geoid height was determined by GEOID03.
 BJ2696
 BJ2696;                    North         East    Units  Estimated Accuracy
 BJ2696;SPC LA S     -   259,900.      956,260.      MT  (+/- 180 meters Scaled)
 BJ2696
 BJ2696                          SUPERSEDED SURVEY CONTROL
 BJ2696
 BJ2696  NGVD 29 (??/??/??)   10.855  (m)           35.61   (f) ADJUSTED    1 2
 BJ2696
 BJ2696.Superseded values are not recommended for survey control.
 BJ2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2696.See file dsdata.txt to determine how the superseded data were derived.
 BJ2696
 BJ2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ156129(NAD 83)
 BJ2696_MARKER: DB = BENCH MARK DISK
 BJ2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2696_STAMPING: G 235 1966
 BJ2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2696+STABILITY: SURFACE MOTION
 BJ2696
 BJ2696  HISTORY     - Date     Condition        Report By
 BJ2696  HISTORY     - 1966     MONUMENTED       CGS
 BJ2696
 BJ2696                          STATION DESCRIPTION
 BJ2696
 BJ2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2696'10.75 MI S FROM SIMMESPORT.
 BJ2696'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2696'SIMMESPORT, THENCE 7.65 MILES SOUTH ALONG A STATE ROAD 417, THENCE 2.3
 BJ2696'MILES SOUTH ALONG A LEVEE AND A GRAVELED ROAD, IN SECTION 34, T 2 S, R
 BJ2696'7 E, 36 FEET NORTH OF THE EXTENDED CENTER LINE OF A DRAINAGE DITCH, 70
 BJ2696'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 50 FEET EAST OF A
 BJ2696'FENCE CORNER POST, 1.4 FEET SOUTH OF A FENCE, 1.4 FEET NORTHWEST OF A
 BJ2696'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND
 BJ2696'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0550 ***********************************************************************
 BX0550  DESIGNATION -  G 236
 BX0550  PID         -  BX0550
 BX0550  STATE/COUNTY-  LA/LA SALLE
 BX0550  USGS QUAD   -  HOLLOWAY (1994)
 BX0550
 BX0550                         *CURRENT SURVEY CONTROL
 BX0550  ___________________________________________________________________
 BX0550* NAD 83(1986)-  31 26 17.     (N)    092 08 40.     (W)     SCALED    
 BX0550* NAVD 88     -        18.70   (+/-2cm)      61.4    (feet)  VERTCON   
 BX0550  ___________________________________________________________________
 BX0550  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX0550
 BX0550  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0550
 BX0550.The horizontal coordinates were scaled from a topographic map and have
 BX0550.an estimated accuracy of +/- 6 seconds.
 BX0550
 BX0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0550.The vertical order pertains to the NGVD 29 superseded value.
 BX0550
 BX0550.The geoid height was determined by GEOID03.
 BX0550
 BX0550;                    North         East    Units  Estimated Accuracy
 BX0550;SPC LA N     -   104,060.    1,033,800.      MT  (+/- 180 meters Scaled)
 BX0550
 BX0550                          SUPERSEDED SURVEY CONTROL
 BX0550
 BX0550  NGVD 29 (??/??/??)   18.679  (m)           61.28   (f) ADJUSTED    1 2
 BX0550
 BX0550.Superseded values are not recommended for survey control.
 BX0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0550.See file dsdata.txt to determine how the superseded data were derived.
 BX0550
 BX0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ813784(NAD 83)
 BX0550_MARKER: DB = BENCH MARK DISK
 BX0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0550_SP_SET: BRIDGE
 BX0550_STAMPING: G 236 1966
 BX0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0550
 BX0550  HISTORY     - Date     Condition        Report By
 BX0550  HISTORY     - 1966     MONUMENTED       CGS
 BX0550
 BX0550                          STATION DESCRIPTION
 BX0550
 BX0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0550'13.25 MI NE FROM LIBUSE.
 BX0550'ABOUT 13.25 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0550'OFFICE AT LIBUSE, IN SECTION 3, T 5 N, R 3 E, ABOUT 1.05 MILES
 BX0550'NORTHEAST OF THE RAPIDES-LA SALLE PARISH LINE, 21 1/2 FEET NORTHWEST
 BX0550'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END
 BX0550'OF THE SOUTHWEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER ALLIGATOR
 BX0550'BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0906 ***********************************************************************
 BX0906  DESIGNATION -  G 237
 BX0906  PID         -  BX0906
 BX0906  STATE/COUNTY-  LA/RAPIDES
 BX0906  USGS QUAD   -  ALEXANDRIA (1992)
 BX0906
 BX0906                         *CURRENT SURVEY CONTROL
 BX0906  ___________________________________________________________________
 BX0906* NAD 83(1986)-  31 16 20.     (N)    092 24 03.     (W)     SCALED    
 BX0906* NAVD 88     -        22.851  (meters)      74.97   (feet)  ADJUSTED  
 BX0906  ___________________________________________________________________
 BX0906  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BX0906  DYNAMIC HT  -          22.822 (meters)      74.88  (feet)  COMP
 BX0906  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 BX0906
 BX0906  VERT ORDER  -  FIRST     CLASS I
 BX0906
 BX0906.The horizontal coordinates were scaled from a topographic map and have
 BX0906.an estimated accuracy of +/- 6 seconds.
 BX0906
 BX0906.The orthometric height was determined by differential leveling
 BX0906.and adjusted by the National Geodetic Survey in February 1994..
 BX0906
 BX0906.The geoid height was determined by GEOID03.
 BX0906
 BX0906.The dynamic height is computed by dividing the NAVD 88
 BX0906.geopotential number by the normal gravity value computed on the
 BX0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0906.degrees latitude (g = 980.6199 gals.).
 BX0906
 BX0906.The modeled gravity was interpolated from observed gravity values.
 BX0906
 BX0906;                    North         East    Units  Estimated Accuracy
 BX0906;SPC LA N     -    85,630.    1,009,440.      MT  (+/- 180 meters Scaled)
 BX0906
 BX0906                          SUPERSEDED SURVEY CONTROL
 BX0906
 BX0906  NAVD 88 (06/15/91)   22.851  (m)           74.97   (f) UNKNOWN     1 1
 BX0906  NGVD 29 (??/??/??)   22.836  (m)           74.92   (f) ADJUSTED    1 1
 BX0906
 BX0906.Superseded values are not recommended for survey control.
 BX0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0906.See file dsdata.txt to determine how the superseded data were derived.
 BX0906
 BX0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ570599(NAD 83)
 BX0906_MARKER: DB = BENCH MARK DISK
 BX0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0906_STAMPING: G 237 1966
 BX0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0906+STABILITY: SURFACE MOTION
 BX0906
 BX0906  HISTORY     - Date     Condition        Report By
 BX0906  HISTORY     - 1966     MONUMENTED       CGS
 BX0906  HISTORY     - 1977     GOOD             NGS
 BX0906  HISTORY     - 19990424 GOOD             USPSQD
 BX0906
 BX0906                          STATION DESCRIPTION
 BX0906
 BX0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0906'3.9 MI SE FROM ALEXANDRIA.
 BX0906'ABOUT 3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BX0906'ALEXANDRIA, IN SECTION 8, T 4 N, R 1 E, ON THE NORTHWEST SIDE OF
 BX0906'PERSIMMON BAYOU, 73 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX0906'39 1/2 FEET WEST OF POWER POLE NUMBER 39, 29 FEET NORTHWEST OF THE
 BX0906'CENTER LINE OF A FIELD ROAD AND THE CENTER OF A GATE, 2 1/2 FEET
 BX0906'NORTHEAST OF A FENCE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST,
 BX0906'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 BX0906'A CONCRETE POST PROJECTING 8 INCHES.
 BX0906
 BX0906                          STATION RECOVERY (1977)
 BX0906
 BX0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0906'RECOVERED IN GOOD CONDITION.
 BX0906
 BX0906                          STATION RECOVERY (1999)
 BX0906
 BX0906'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0678 ***********************************************************************
 BX0678  DESIGNATION -  G 239
 BX0678  PID         -  BX0678
 BX0678  STATE/COUNTY-  LA/RAPIDES
 BX0678  USGS QUAD   -  ALEXANDRIA (1992)
 BX0678
 BX0678                         *CURRENT SURVEY CONTROL
 BX0678  ___________________________________________________________________
 BX0678* NAD 83(1986)-  31 20 26.     (N)    092 26 35.     (W)     SCALED    
 BX0678* NAVD 88     -        26.87   (+/-2cm)      88.2    (feet)  VERTCON   
 BX0678  ___________________________________________________________________
 BX0678  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX0678
 BX0678  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0678
 BX0678.This mark is at Pineville Airport (9LA6)
 BX0678
 BX0678.The horizontal coordinates were scaled from a topographic map and have
 BX0678.an estimated accuracy of +/- 6 seconds.
 BX0678
 BX0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0678.The vertical order pertains to the NGVD 29 superseded value.
 BX0678
 BX0678.The geoid height was determined by GEOID03.
 BX0678
 BX0678;                    North         East    Units  Estimated Accuracy
 BX0678;SPC LA N     -    93,200.    1,005,420.      MT  (+/- 180 meters Scaled)
 BX0678
 BX0678                          SUPERSEDED SURVEY CONTROL
 BX0678
 BX0678  NGVD 29 (??/??/??)   26.861  (m)           88.13   (f) ADJUSTED    1 2
 BX0678
 BX0678.Superseded values are not recommended for survey control.
 BX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0678.See file dsdata.txt to determine how the superseded data were derived.
 BX0678
 BX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ529674(NAD 83)
 BX0678_MARKER: DB = BENCH MARK DISK
 BX0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0678_SP_SET: FOUNDATION
 BX0678_STAMPING: G 239 1966
 BX0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0678
 BX0678  HISTORY     - Date     Condition        Report By
 BX0678  HISTORY     - 1966     MONUMENTED       CGS
 BX0678  HISTORY     - 1977     GOOD             NGS
 BX0678
 BX0678                          STATION DESCRIPTION
 BX0678
 BX0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0678'4.7 MI N FROM ALEXANDRIA.
 BX0678'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0678'ALEXANDRIA, THENCE 1.55 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0678'RAILROAD TO A HIGHWAY OVERPASS, THENCE 2.25 MILES NORTHEAST ALONG THE
 BX0678'MISSOURI PACIFIC RAILROAD TO A GRAVELED ROAD CROSSING, THENCE 0.15
 BX0678'MILE SOUTHEAST ACROSS A NORTH-SOUTH RUNWAY AT BUHLOW LAKE AIRPORT TO A
 BX0678'METAL HANGAR, THENCE 0.35 MILE SOUTH ALONG A NORTH-SOUTH RUNWAY, IN
 BX0678'SECTION 11, T 4 N, R 1 W, ABOUT 159 YARDS NORTHEAST OF THE NORTHEAST
 BX0678'CORNER OF THE OFFICE BUILDING AT THE AIRPORT, 103 FEET EAST OF THE
 BX0678'CENTER LINE OF THE RUNWAY, 65 FEET EAST OF THE EAST EDGE OF THE
 BX0678'RUNWAY, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 BX0678'FOUNDATION OF A WINDVANE, ABOUT 3 FEET BELOW THE LEVEL OF THE RUNWAY,
 BX0678'AND ABOUT 8 INCHES ABOVE THE GROUND.
 BX0678
 BX0678                          STATION RECOVERY (1977)
 BX0678
 BX0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1233 ***********************************************************************
 CP1233  DESIGNATION -  G 24
 CP1233  PID         -  CP1233
 CP1233  STATE/COUNTY-  LA/WEST CARROLL
 CP1233  USGS QUAD   -  OAK GROVE (1988)
 CP1233
 CP1233                         *CURRENT SURVEY CONTROL
 CP1233  ___________________________________________________________________
 CP1233* NAD 83(1986)-  32 48 08.     (N)    091 29 18.     (W)     SCALED    
 CP1233* NAVD 88     -        30.154  (meters)      98.93   (feet)  ADJUSTED  
 CP1233  ___________________________________________________________________
 CP1233  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1233  DYNAMIC HT  -          30.121 (meters)      98.82  (feet)  COMP
 CP1233  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CP1233
 CP1233  VERT ORDER  -  SECOND    CLASS 0
 CP1233
 CP1233.The horizontal coordinates were scaled from a topographic map and have
 CP1233.an estimated accuracy of +/- 6 seconds.
 CP1233
 CP1233.The orthometric height was determined by differential leveling
 CP1233.and adjusted by the National Geodetic Survey in June 1991..
 CP1233
 CP1233.The geoid height was determined by GEOID03.
 CP1233
 CP1233.The dynamic height is computed by dividing the NAVD 88
 CP1233.geopotential number by the normal gravity value computed on the
 CP1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1233.degrees latitude (g = 980.6199 gals.).
 CP1233
 CP1233.The modeled gravity was interpolated from observed gravity values.
 CP1233
 CP1233;                    North         East    Units  Estimated Accuracy
 CP1233;SPC LA N     -   255,710.    1,094,760.      MT  (+/- 180 meters Scaled)
 CP1233
 CP1233                          SUPERSEDED SURVEY CONTROL
 CP1233
 CP1233  NGVD 29 (??/??/92)   30.223  (m)           99.16   (f) ADJ UNCH    2 0
 CP1233
 CP1233.Superseded values are not recommended for survey control.
 CP1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1233.See file dsdata.txt to determine how the superseded data were derived.
 CP1233
 CP1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS415303(NAD 83)
 CP1233_MARKER: DB = BENCH MARK DISK
 CP1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1233_STAMPING: G-24 1935
 CP1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1233+STABILITY: SURFACE MOTION
 CP1233
 CP1233  HISTORY     - Date     Condition        Report By
 CP1233  HISTORY     - 1935     MONUMENTED       CGS
 CP1233  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1233
 CP1233                          STATION DESCRIPTION
 CP1233
 CP1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1233'7.3 MI W FROM OAK GROVE.
 CP1233'7.3 MILES WEST OF, ALONG ST. HWY. 11, FROM HIGH SCHOOL.  AT A POINT
 CP1233'WHERE BARROW PIT WIDENS OUT ABRUPTLY, ABOUT 25 FEET.  ABOUT .4 MILE
 CP1233'WEST OF CURVE IN HIGHWAY.  ABOUT .2 MILE EAST OF CROSS ROAD.  50 FEET
 CP1233'NORTH OF CENTERLINE OF ST. HWY. 11.  2.7 FEET NORTHWEST OF SOUTHEAST
 CP1233'FENCE CORNER OF WILL WESLEY FARM.  2.5 FEET BELOW LEVEL OF HIGHWAY.
 CP1233'TABLET SET IN PRECAST CONCRETE POST.
 CP1233
 CP1233                          STATION RECOVERY (1982)
 CP1233
 CP1233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0153 ***********************************************************************
 AV0153  DESIGNATION -  G 240
 AV0153  PID         -  AV0153
 AV0153  STATE/COUNTY-  LA/VERMILION
 AV0153  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0153
 AV0153                         *CURRENT SURVEY CONTROL
 AV0153  ___________________________________________________________________
 AV0153* NAD 83(1986)-  29 34 59.     (N)    092 03 36.     (W)     SCALED    
 AV0153* NAVD 88     -         0.86   (+/-2cm)       2.8    (feet)  VERTCON   
 AV0153  ___________________________________________________________________
 AV0153  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AV0153
 AV0153  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0153
 AV0153.The horizontal coordinates were scaled from a topographic map and have
 AV0153.an estimated accuracy of +/- 6 seconds.
 AV0153
 AV0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0153.The vertical order pertains to the NGVD 29 superseded value.
 AV0153
 AV0153.The geoid height was determined by GEOID03.
 AV0153
 AV0153;                    North         East    Units  Estimated Accuracy
 AV0153;SPC LA S     -   120,280.      929,600.      MT  (+/- 180 meters Scaled)
 AV0153
 AV0153                          SUPERSEDED SURVEY CONTROL
 AV0153
 AV0153  NGVD 29 (??/??/??)    0.876  (m)            2.87   (f) ADJUSTED    1 2
 AV0153
 AV0153.Superseded values are not recommended for survey control.
 AV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0153.See file dsdata.txt to determine how the superseded data were derived.
 AV0153
 AV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN910729(NAD 83)
 AV0153_MARKER: DB = BENCH MARK DISK
 AV0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0153_SP_SET: 64 FEET
 AV0153_STAMPING: G 240 1965
 AV0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0153
 AV0153  HISTORY     - Date     Condition        Report By
 AV0153  HISTORY     - 1965     MONUMENTED       CGS
 AV0153  HISTORY     - 1966     GOOD             CGS
 AV0153  HISTORY     - 1977     MARK NOT FOUND   NGS
 AV0153
 AV0153                          STATION DESCRIPTION
 AV0153
 AV0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0153'9.7 MI E FROM CHENIERE AU TIGRE.
 AV0153'ABOUT 9.7 MILES EAST ALONG THE SHORELINE FROM THE CEMETERY AT CHENIERE
 AV0153'AU TIGRE, IN SECTION 9, T 17 S, R 4 E, ABOUT 1.2 MILES EAST OF A
 AV0153'PIPELINE, 100 FEET NORTH OF THE HIGH-WATER LINE, 2.5 FEET NORTH OF A
 AV0153'WOODEN WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AV0153'THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED IN A 6-INCH CLAY
 AV0153'TILE WHICH PROJECTS 16 INCHES.
 AV0153
 AV0153                          STATION RECOVERY (1977)
 AV0153
 AV0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AV0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0394 ***********************************************************************
 CQ0394  DESIGNATION -  G 241
 CQ0394  PID         -  CQ0394
 CQ0394  STATE/COUNTY-  LA/CALDWELL
 CQ0394  USGS QUAD   -  RIVERTON (1989)
 CQ0394
 CQ0394                         *CURRENT SURVEY CONTROL
 CQ0394  ___________________________________________________________________
 CQ0394* NAD 83(1986)-  32 08 24.     (N)    092 03 54.     (W)     SCALED    
 CQ0394* NAVD 88     -        20.19   (+/-2cm)      66.2    (feet)  VERTCON   
 CQ0394  ___________________________________________________________________
 CQ0394  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0394
 CQ0394  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0394
 CQ0394.The horizontal coordinates were scaled from a topographic map and have
 CQ0394.an estimated accuracy of +/- 6 seconds.
 CQ0394
 CQ0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0394.The vertical order pertains to the NGVD 29 superseded value.
 CQ0394
 CQ0394.The geoid height was determined by GEOID03.
 CQ0394
 CQ0394;                    North         East    Units  Estimated Accuracy
 CQ0394;SPC LA N     -   181,920.    1,041,040.      MT  (+/- 180 meters Scaled)
 CQ0394
 CQ0394                          SUPERSEDED SURVEY CONTROL
 CQ0394
 CQ0394  NGVD 29 (??/??/??)   20.219  (m)           66.34   (f) ADJUSTED    1 2
 CQ0394
 CQ0394.Superseded values are not recommended for survey control.
 CQ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0394.See file dsdata.txt to determine how the superseded data were derived.
 CQ0394
 CQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR881563(NAD 83)
 CQ0394_MARKER: DB = BENCH MARK DISK
 CQ0394_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0394_SP_SET: 83 FEET
 CQ0394_STAMPING: G 241 1966
 CQ0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0394
 CQ0394  HISTORY     - Date     Condition        Report By
 CQ0394  HISTORY     - 1966     MONUMENTED       CGS
 CQ0394  HISTORY     - 1990     GOOD             USPSQD
 CQ0394  HISTORY     - 1991     GOOD             USPSQD
 CQ0394
 CQ0394                          STATION DESCRIPTION
 CQ0394
 CQ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0394'2.45 MI N FROM COLUMBIA.
 CQ0394'ABOUT 2.45 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END
 CQ0394'OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 4, T 13
 CQ0394'N, R 4 E, AT THE INTERSECTION OF THE HIGHWAY AND OLD U.S. HIGHWAY 165,
 CQ0394'245 FEET NORTHEAST OF THE NORTHEAST BANK OF DAVIS LAKE, 84 FEET
 CQ0394'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTHWEST OF THE
 CQ0394'CENTER LINE OF THE OLD HIGHWAY, 1 FOOT EAST OF A FENCE, 1.0 FOOT SOUTH
 CQ0394'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CQ0394'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 CQ0394'DEPTH OF 83 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 CQ0394'PROJECTS 8 INCHES.
 CQ0394
 CQ0394                          STATION RECOVERY (1990)
 CQ0394
 CQ0394'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0394'RECOVERED IN GOOD CONDITION.
 CQ0394
 CQ0394                          STATION RECOVERY (1991)
 CQ0394
 CQ0394'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0020 ***********************************************************************
 CQ0020  DESIGNATION -  G 242
 CQ0020  PID         -  CQ0020
 CQ0020  STATE/COUNTY-  LA/OUACHITA
 CQ0020  USGS QUAD   -  MONROE NORTH (1994)
 CQ0020
 CQ0020                         *CURRENT SURVEY CONTROL
 CQ0020  ___________________________________________________________________
 CQ0020* NAD 83(1986)-  32 30 14.     (N)    092 06 11.     (W)     SCALED    
 CQ0020* NAVD 88     -        22.062  (meters)      72.38   (feet)  ADJUSTED  
 CQ0020  ___________________________________________________________________
 CQ0020  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0020  DYNAMIC HT  -          22.037 (meters)      72.30  (feet)  COMP
 CQ0020  MODELED GRAV-     979,521.0   (mgal)                       NAVD 88
 CQ0020
 CQ0020  VERT ORDER  -  FIRST     CLASS I
 CQ0020
 CQ0020.The horizontal coordinates were scaled from a topographic map and have
 CQ0020.an estimated accuracy of +/- 6 seconds.
 CQ0020
 CQ0020.The orthometric height was determined by differential leveling
 CQ0020.and adjusted by the National Geodetic Survey in June 1991..
 CQ0020
 CQ0020.The geoid height was determined by GEOID03.
 CQ0020
 CQ0020.The dynamic height is computed by dividing the NAVD 88
 CQ0020.geopotential number by the normal gravity value computed on the
 CQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0020.degrees latitude (g = 980.6199 gals.).
 CQ0020
 CQ0020.The modeled gravity was interpolated from observed gravity values.
 CQ0020
 CQ0020;                    North         East    Units  Estimated Accuracy
 CQ0020;SPC LA N     -   222,250.    1,037,300.      MT  (+/- 180 meters Scaled)
 CQ0020
 CQ0020                          SUPERSEDED SURVEY CONTROL
 CQ0020
 CQ0020  NGVD 29 (??/??/??)   22.108  (m)           72.53   (f) ADJUSTED    1 1
 CQ0020
 CQ0020.Superseded values are not recommended for survey control.
 CQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0020.See file dsdata.txt to determine how the superseded data were derived.
 CQ0020
 CQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR842966(NAD 83)
 CQ0020_MARKER: DB = BENCH MARK DISK
 CQ0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0020_SP_SET: FOUNDATION
 CQ0020_STAMPING: G 242 1966
 CQ0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0020
 CQ0020  HISTORY     - Date     Condition        Report By
 CQ0020  HISTORY     - 1966     MONUMENTED       CGS
 CQ0020  HISTORY     - 1969     GOOD             CGS
 CQ0020
 CQ0020                          STATION DESCRIPTION
 CQ0020
 CQ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0020'0.4 MI E FROM MONROE.
 CQ0020'ABOUT 0.4 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0020'STATION AT MONROE, IN SECTION 31, T 18 N, R 4 E, ABOUT 0.1 MILE NORTH
 CQ0020'OF MILEPOST 501 ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 6 RAILS
 CQ0020'WEST OF MILEPOST 71 ALONG THE ILLINOIS CENTRAL RAILROAD, 29 FEET EAST
 CQ0020'OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 7 FEET SOUTH OF THE
 CQ0020'SOUTH RAIL OF A SIDE TRACK OF THE ILLINOIS CENTRAL RAILROAD, SET IN
 CQ0020'THE CENTER OF THE TOP OF THE WEST CONCRETE FOUNDATION FOR THE SWITCH
 CQ0020'CONTROL LEVERS, 2.7 FEET NORTH OF THE NORTHWEST CORNER OF THE SWITCH
 CQ0020'CONTROL TOWER, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 CQ0020
 CQ0020                          STATION RECOVERY (1969)
 CQ0020
 CQ0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1860 ***********************************************************************
 CP1860  DESIGNATION -  G 243
 CP1860  PID         -  CP1860
 CP1860  STATE/COUNTY-  LA/CALDWELL
 CP1860  USGS QUAD   -  MASON (1983)
 CP1860
 CP1860                         *CURRENT SURVEY CONTROL
 CP1860  ___________________________________________________________________
 CP1860* NAD 83(1986)-  32 04 36.     (N)    091 58 00.     (W)     SCALED    
 CP1860* NAVD 88     -        19.45   (+/-2cm)      63.8    (feet)  VERTCON   
 CP1860  ___________________________________________________________________
 CP1860  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CP1860
 CP1860  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1860
 CP1860.The horizontal coordinates were scaled from a topographic map and have
 CP1860.an estimated accuracy of +/- 6 seconds.
 CP1860
 CP1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1860.The vertical order pertains to the NGVD 29 superseded value.
 CP1860
 CP1860.The geoid height was determined by GEOID03.
 CP1860
 CP1860;                    North         East    Units  Estimated Accuracy
 CP1860;SPC LA N     -   174,940.    1,050,350.      MT  (+/- 180 meters Scaled)
 CP1860
 CP1860                          SUPERSEDED SURVEY CONTROL
 CP1860
 CP1860  NGVD 29 (??/??/92)   19.476  (m)           63.90   (f) ADJ UNCH    1 2
 CP1860
 CP1860.Superseded values are not recommended for survey control.
 CP1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1860.See file dsdata.txt to determine how the superseded data were derived.
 CP1860
 CP1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR975494(NAD 83)
 CP1860_MARKER: DB = BENCH MARK DISK
 CP1860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1860_SP_SET: CONCRETE BASE
 CP1860_STAMPING: G 243 1966
 CP1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1860
 CP1860  HISTORY     - Date     Condition        Report By
 CP1860  HISTORY     - 1966     MONUMENTED       CGS
 CP1860
 CP1860                          STATION DESCRIPTION
 CP1860
 CP1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1860'9.3 MI W FROM FT. NECESSITY.
 CP1860'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT FT.
 CP1860'NECESSITY, OR ABOUT 0.6 MILE NORTH ALONG U. S. HIGHWAY 165 FROM THE
 CP1860'SOUTHWEST END OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA,
 CP1860'THENCE 8.15 MILES SOUTHEAST ALONG STATE HIGHWAY 4, IN SECTION 28, T 13
 CP1860'N, R 5 E, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CP1860'TOP OF THE EAST END OF THE CONCRETE BASE FOR THE SOUTH GUARD RAIL OF
 CP1860'THE CREW BAYOU RELIEF BRIDGE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CP1860'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1933 ***********************************************************************
 CP1933  DESIGNATION -  G 244
 CP1933  PID         -  CP1933
 CP1933  STATE/COUNTY-  LA/FRANKLIN
 CP1933  USGS QUAD   -  WINNSBORO (1983)
 CP1933
 CP1933                         *CURRENT SURVEY CONTROL
 CP1933  ___________________________________________________________________
 CP1933* NAD 83(1986)-  32 11 50.     (N)    091 39 00.     (W)     SCALED    
 CP1933* NAVD 88     -        24.73   (+/-2cm)      81.1    (feet)  VERTCON   
 CP1933  ___________________________________________________________________
 CP1933  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1933
 CP1933  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1933
 CP1933.The horizontal coordinates were scaled from a topographic map and have
 CP1933.an estimated accuracy of +/- 6 seconds.
 CP1933
 CP1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1933.The vertical order pertains to the NGVD 29 superseded value.
 CP1933
 CP1933.The geoid height was determined by GEOID03.
 CP1933
 CP1933;                    North         East    Units  Estimated Accuracy
 CP1933;SPC LA N     -   188,500.    1,080,140.      MT  (+/- 180 meters Scaled)
 CP1933
 CP1933                          SUPERSEDED SURVEY CONTROL
 CP1933
 CP1933  NGVD 29 (??/??/92)   24.743  (m)           81.18   (f) ADJ UNCH    1 2
 CP1933
 CP1933.Superseded values are not recommended for survey control.
 CP1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1933.See file dsdata.txt to determine how the superseded data were derived.
 CP1933
 CP1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR272630(NAD 83)
 CP1933_MARKER: DB = BENCH MARK DISK
 CP1933_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1933_SP_SET: 68 FT
 CP1933_STAMPING: G 244 1966
 CP1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1933
 CP1933  HISTORY     - Date     Condition        Report By
 CP1933  HISTORY     - 1966     MONUMENTED       CGS
 CP1933  HISTORY     - 1991     GOOD             USPSQD
 CP1933
 CP1933                          STATION DESCRIPTION
 CP1933
 CP1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1933'4.65 MI NE FROM WINNSBORO.
 CP1933'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1933'WINNSBORO, THENCE 0.6 MILE EAST ALONG STATE HIGHWAY 4, THENCE 3.65
 CP1933'MILES NORTHEAST ALONG STATE HIGHWAY 17, OR ABOUT 4.65 MILES SOUTHWEST
 CP1933'ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT CROWVILLE, IN SECTION
 CP1933'16, T 14 N, R 8 E, 76 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CP1933'HIGHWAY, 68 FEET EAST OF THE CENTER OF THE TOP OF THE SOUTHEAST END OF
 CP1933'AN 8-FOOT STEEL BUT CULVERT, 61 FEET SOUTHEAST OF THE NORTHEAST END OF
 CP1933'THE SOUTHEAST HEAD WALL OF A 4-CHANNELED CULVERT, 12 FEET SOUTHEAST OF
 CP1933'A FENCE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CP1933'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CP1933'DRIVEN TO A DEPTH OF 68 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 CP1933'WHICH PROJECTS 6 INCHES.
 CP1933
 CP1933                          STATION RECOVERY (1991)
 CP1933
 CP1933'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1744 ***********************************************************************
 CP1744  DESIGNATION -  G 245
 CP1744  PID         -  CP1744
 CP1744  STATE/COUNTY-  LA/RICHLAND
 CP1744  USGS QUAD   -  BEE BAYOU (1987)
 CP1744
 CP1744                         *CURRENT SURVEY CONTROL
 CP1744  ___________________________________________________________________
 CP1744* NAD 83(1986)-  32 28 11.     (N)    091 39 33.     (W)     SCALED    
 CP1744* NAVD 88     -        24.619  (meters)      80.77   (feet)  ADJUSTED  
 CP1744  ___________________________________________________________________
 CP1744  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CP1744  DYNAMIC HT  -          24.591 (meters)      80.68  (feet)  COMP
 CP1744  MODELED GRAV-     979,517.9   (mgal)                       NAVD 88
 CP1744
 CP1744  VERT ORDER  -  FIRST     CLASS I
 CP1744
 CP1744.The horizontal coordinates were scaled from a topographic map and have
 CP1744.an estimated accuracy of +/- 6 seconds.
 CP1744
 CP1744.The orthometric height was determined by differential leveling
 CP1744.and adjusted by the National Geodetic Survey in June 1991..
 CP1744
 CP1744.The geoid height was determined by GEOID03.
 CP1744
 CP1744.The dynamic height is computed by dividing the NAVD 88
 CP1744.geopotential number by the normal gravity value computed on the
 CP1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1744.degrees latitude (g = 980.6199 gals.).
 CP1744
 CP1744.The modeled gravity was interpolated from observed gravity values.
 CP1744
 CP1744;                    North         East    Units  Estimated Accuracy
 CP1744;SPC LA N     -   218,700.    1,079,040.      MT  (+/- 180 meters Scaled)
 CP1744
 CP1744                          SUPERSEDED SURVEY CONTROL
 CP1744
 CP1744  NGVD 29 (??/??/??)   24.644  (m)           80.85   (f) ADJUSTED    1 1
 CP1744
 CP1744.Superseded values are not recommended for survey control.
 CP1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1744.See file dsdata.txt to determine how the superseded data were derived.
 CP1744
 CP1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR260932(NAD 83)
 CP1744_MARKER: DB = BENCH MARK DISK
 CP1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1744_STAMPING: G 245 1966
 CP1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1744+STABILITY: SURFACE MOTION
 CP1744
 CP1744  HISTORY     - Date     Condition        Report By
 CP1744  HISTORY     - 1966     MONUMENTED       CGS
 CP1744  HISTORY     - 1968     GOOD             NGS
 CP1744  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CP1744
 CP1744                          STATION DESCRIPTION
 CP1744
 CP1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1744'5.85 MI E FROM RAYVILLE.
 CP1744'5.85 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1744'COURTHOUSE AT RAYVILLE, IN SECTION 9, T 17 N, R 8 E, 115 FEET EAST OF
 CP1744'MILEPOST 45, 42 FEET NORTH OF THE NORTH RAIL, 56 FEET SOUTH OF THE
 CP1744'CENTER LINE OF U.S. HIGHWAY 80, 2 FEET NORTH OF A TELEPHONE POLE, 1.3
 CP1744'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT
 CP1744'9 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CP1744'POST PROJECTING 6 INCHES.
 CP1744
 CP1744                          STATION RECOVERY (1968)
 CP1744
 CP1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1744'RECOVERED IN GOOD CONDITION.
 CP1744
 CP1744                          STATION RECOVERY (1991)
 CP1744
 CP1744'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2413 ***********************************************************************
 CP2413  DESIGNATION -  G 246 RESET 1983
 CP2413  PID         -  CP2413
 CP2413  STATE/COUNTY-  LA/RICHLAND
 CP2413  USGS QUAD   -  CREW LAKE (1982)
 CP2413
 CP2413                         *CURRENT SURVEY CONTROL
 CP2413  ___________________________________________________________________
 CP2413* NAD 83(1986)-  32 23 25.     (N)    091 58 09.     (W)     SCALED    
 CP2413* NAVD 88     -        19.910  (meters)      65.32   (feet)  ADJUSTED  
 CP2413  ___________________________________________________________________
 CP2413  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2413  DYNAMIC HT  -          19.887 (meters)      65.25  (feet)  COMP
 CP2413  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 CP2413
 CP2413  VERT ORDER  -  SECOND    CLASS I
 CP2413
 CP2413.The horizontal coordinates were scaled from a topographic map and have
 CP2413.an estimated accuracy of +/- 6 seconds.
 CP2413
 CP2413.The orthometric height was determined by differential leveling
 CP2413.and adjusted by the National Geodetic Survey in May 1997..
 CP2413
 CP2413.The geoid height was determined by GEOID03.
 CP2413
 CP2413.The dynamic height is computed by dividing the NAVD 88
 CP2413.geopotential number by the normal gravity value computed on the
 CP2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2413.degrees latitude (g = 980.6199 gals.).
 CP2413
 CP2413.The modeled gravity was interpolated from observed gravity values.
 CP2413
 CP2413;                    North         East    Units  Estimated Accuracy
 CP2413;SPC LA N     -   209,710.    1,049,940.      MT  (+/- 180 meters Scaled)
 CP2413
 CP2413                          SUPERSEDED SURVEY CONTROL
 CP2413
 CP2413.No superseded survey control is available for this station.
 CP2413
 CP2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR969841(NAD 83)
 CP2413_MARKER: DB = BENCH MARK DISK
 CP2413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP2413_SP_SET: BRIDGE ABUTMENT
 CP2413_STAMPING: G 246 RESET 1983
 CP2413_MARK LOGO: NGS   
 CP2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2413
 CP2413  HISTORY     - Date     Condition        Report By
 CP2413  HISTORY     - 1983     MONUMENTED       LADTD
 CP2413  HISTORY     - 1991     GOOD             USPSQD
 CP2413
 CP2413                          STATION DESCRIPTION
 CP2413
 CP2413'DESCRIBED BY LA TRANSP AND DEV 1983
 CP2413'11.3 KM (7 MI) NW FROM ALTO.
 CP2413'ABOUT 11.4 KM (7.1 MILES) NORTHWEST ALONG STATE HIGHWAY 15 FROM THE
 CP2413'POST OFFICE IN ALTO, IN SECTION 9, T 16 N, R 5 E, IN TOP OF THE WEST
 CP2413'END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE OVER A SLOUGH,
 CP2413'4.6 METERS (15 FEET) NORTH OF THE CENTER OF THE HIGHWAY.
 CP2413'THE MARK IS 0.30 METERS  NW FROM  BRIDGE ABUTMENT
 CP2413'THE MARK IS 0.30 M ABOVE HIGHWAY 15.
 CP2413
 CP2413                          STATION RECOVERY (1991)
 CP2413
 CP2413'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP2413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2006 ***********************************************************************
 CP2006  DESIGNATION -  G 247
 CP2006  PID         -  CP2006
 CP2006  STATE/COUNTY-  LA/FRANKLIN
 CP2006  USGS QUAD   -  COMO (1983)
 CP2006
 CP2006                         *CURRENT SURVEY CONTROL
 CP2006  ___________________________________________________________________
 CP2006* NAD 83(1986)-  32 06 47.     (N)    091 36 17.     (W)     SCALED    
 CP2006* NAVD 88     -        23.58   (+/-2cm)      77.4    (feet)  VERTCON   
 CP2006  ___________________________________________________________________
 CP2006  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP2006
 CP2006  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2006
 CP2006.The horizontal coordinates were scaled from a topographic map and have
 CP2006.an estimated accuracy of +/- 6 seconds.
 CP2006
 CP2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2006.The vertical order pertains to the NGVD 29 superseded value.
 CP2006
 CP2006.The geoid height was determined by GEOID03.
 CP2006
 CP2006;                    North         East    Units  Estimated Accuracy
 CP2006;SPC LA N     -   179,200.    1,084,490.      MT  (+/- 180 meters Scaled)
 CP2006
 CP2006                          SUPERSEDED SURVEY CONTROL
 CP2006
 CP2006  NGVD 29 (??/??/92)   23.593  (m)           77.40   (f) ADJ UNCH    1 2
 CP2006
 CP2006.Superseded values are not recommended for survey control.
 CP2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2006.See file dsdata.txt to determine how the superseded data were derived.
 CP2006
 CP2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR316538(NAD 83)
 CP2006_MARKER: DB = BENCH MARK DISK
 CP2006_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CP2006+WITH SETTING: INTO GROUND
 CP2006_STAMPING: G247-1966
 CP2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2006+STABILITY: SURFACE MOTION
 CP2006
 CP2006  HISTORY     - Date     Condition        Report By
 CP2006  HISTORY     - 1966     MONUMENTED       CGS
 CP2006  HISTORY     - 1969     GOOD             LADTD
 CP2006
 CP2006                          STATION DESCRIPTION
 CP2006
 CP2006'DESCRIBED BY LA TRANSP AND DEV 1969
 CP2006'6.65 MI NE FROM GILBERT.
 CP2006'ABOUT 6.65 MILES NORTHEAST ALONG LOUISIANA HIGHWAYS 128 AND 4 FROM THE
 CP2006'HIGHWAY SCHOOL BUILDING IN GILBERT.  THENCE EAST ALONG HANNA STREET
 CP2006'0.25 MILE ACROSS LOUISIANA HIGHWAY 15 AND MISSOURI PACIFIC RAILROAD
 CP2006'TRACK TO THE INTERSECTION OF LEE STREET.  THENCE NORTH ALONG LEE
 CP2006'STREET 0.15 MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 128. THENCE
 CP2006'NORTHEAST ALONG LOUISIANA HIGHWAY 128, 5.20 MILES TO THE INTERSECTION
 CP2006'OF LOUISIANA HIGHWAY 4.  THENCE NORTH ALONG LOUISIANA HIGHWAY 4, 1.05
 CP2006'MILES TO THE MARK.  IT IS 70.0 FEET WEST OF CENTERLINE OF LOUISIANA
 CP2006'HIGHWAY 4, 48.0 FEET WEST OF THE WEST HEADWALL OF A CONCRETE BOX
 CP2006'CULVERT, 3.0 FEET WEST OF A 10 INCH PINE TREE. SET IN TOP OF A 5 INCH
 CP2006'IRON PIPE PROJECTING 6 INCHES ABOVE THE GROUND. A METAL WITNESS POST
 CP2006'IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1465 ***********************************************************************
 BW1465  DESIGNATION -  G 248
 BW1465  PID         -  BW1465
 BW1465  STATE/COUNTY-  LA/CATAHOULA
 BW1465  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1465
 BW1465                         *CURRENT SURVEY CONTROL
 BW1465  ___________________________________________________________________
 BW1465* NAD 83(1986)-  31 44 13.     (N)    091 32 29.     (W)     SCALED    
 BW1465* NAVD 88     -        18.46   (+/-2cm)      60.6    (feet)  VERTCON   
 BW1465  ___________________________________________________________________
 BW1465  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1465
 BW1465  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1465
 BW1465.The horizontal coordinates were scaled from a topographic map and have
 BW1465.an estimated accuracy of +/- 6 seconds.
 BW1465
 BW1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1465.The vertical order pertains to the NGVD 29 superseded value.
 BW1465
 BW1465.The geoid height was determined by GEOID03.
 BW1465
 BW1465;                    North         East    Units  Estimated Accuracy
 BW1465;SPC LA N     -   137,550.    1,090,830.      MT  (+/- 180 meters Scaled)
 BW1465
 BW1465                          SUPERSEDED SURVEY CONTROL
 BW1465
 BW1465  NGVD 29 (??/??/92)   18.460  (m)           60.56   (f) ADJ UNCH    1 2
 BW1465
 BW1465.Superseded values are not recommended for survey control.
 BW1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1465.See file dsdata.txt to determine how the superseded data were derived.
 BW1465
 BW1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR381122(NAD 83)
 BW1465_MARKER: DB = BENCH MARK DISK
 BW1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1465_STAMPING: G 248 1966
 BW1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1465+STABILITY: SURFACE MOTION
 BW1465
 BW1465  HISTORY     - Date     Condition        Report By
 BW1465  HISTORY     - 1966     MONUMENTED       CGS
 BW1465
 BW1465                          STATION DESCRIPTION
 BW1465
 BW1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1465'1.2 MI N FROM CLAYTON.
 BW1465'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE PUBLIC
 BW1465'ELEMENTARY SCHOOL AT CLAYTON, IN SECTION 27, T 9 N, R 9 E, ABOUT
 BW1465'MIDWAY AND ON THE INSIDE OF A CURVE, 46 FEET WEST OF THE CENTER LINE
 BW1465'OF THE HIGHWAY, 49 FEET EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 BW1465'RAILROAD, 10 FEET SOUTHEAST OF A 20-INCH PECAN TREE, 6 FEET NORTHEAST
 BW1465'OF A 20-INCH PECAN TREE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT
 BW1465'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BW1465'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2491 ***********************************************************************
 BX2491  DESIGNATION -  G 25 1 BOLT
 BX2491  PID         -  BX2491
 BX2491  STATE/COUNTY-  LA/LA SALLE
 BX2491  USGS QUAD   -  OLLA WEST (1984)
 BX2491
 BX2491                         *CURRENT SURVEY CONTROL
 BX2491  ___________________________________________________________________
 BX2491* NAD 83(1986)-  31 53 09.     (N)    092 16 26.     (W)     SCALED    
 BX2491* NAVD 88     -        40.07   (+/-2cm)     131.5    (feet)  VERTCON   
 BX2491  ___________________________________________________________________
 BX2491  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX2491
 BX2491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2491
 BX2491.The horizontal coordinates were scaled from a topographic map and have
 BX2491.an estimated accuracy of +/- 6 seconds.
 BX2491
 BX2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2491.The vertical order pertains to the NGVD 29 superseded value.
 BX2491
 BX2491.The geoid height was determined by GEOID03.
 BX2491
 BX2491;                    North         East    Units  Estimated Accuracy
 BX2491;SPC LA N     -   153,680.    1,021,390.      MT  (+/- 180 meters Scaled)
 BX2491
 BX2491                          SUPERSEDED SURVEY CONTROL
 BX2491
 BX2491  NGVD 29 (??/??/??)   40.088  (m)          131.52   (f) ADJUSTED    2 0
 BX2491
 BX2491.Superseded values are not recommended for survey control.
 BX2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2491.See file dsdata.txt to determine how the superseded data were derived.
 BX2491
 BX2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR686280(NAD 83)
 BX2491_MARKER: B = BOLT
 BX2491_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2491_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX2491_STAMPING: G 25-1
 BX2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2491
 BX2491  HISTORY     - Date     Condition        Report By
 BX2491  HISTORY     - UNK      MONUMENTED       DOD
 BX2491
 BX2491                          STATION DESCRIPTION
 BX2491
 BX2491'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BX2491'2.35 MI NE FROM URANIA.
 BX2491'ABOUT 2.35 MILES NORTHEAST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX2491'PACIFIC RAILROAD STATION AT URANIA, IN SECTION 33, T 11 N, R 2 E,
 BX2491'ABOUT 0.1 MILE EAST-NORTHEAST OF THE JUNCTION OF A PAVED ROAD, 34 FEET
 BX2491'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 136 FEET NORTHWEST OF AND
 BX2491'ACROSS THE HIGHWAY FROM A POWER POLE, 9 FEET EAST OF A 22-INCH PINE
 BX2491'TREE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, A BRASS CAP ON THE
 BX2491'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 14 INCHES.  NOTE-- THIS BENCH
 BX2491'MARK CAN ALSO BE REACHED BY GOING 2.3 MILES SOUTHWEST ALONG STATE
 BX2491'HIGHWAY 125 FROM THE MISSOURI PACIFIC RAILROAD STATION AT OLLA.
 BX2491'ACCESS TO BOLT IS HAD THROUGH THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0097 ***********************************************************************
 BX0097  DESIGNATION -  G 25 1 CAP
 BX0097  PID         -  BX0097
 BX0097  STATE/COUNTY-  LA/LA SALLE
 BX0097  USGS QUAD   -  OLLA WEST (1984)
 BX0097
 BX0097                         *CURRENT SURVEY CONTROL
 BX0097  ___________________________________________________________________
 BX0097* NAD 83(1986)-  31 53 09.     (N)    092 16 26.     (W)     SCALED    
 BX0097* NAVD 88     -        41.29   (+/-2cm)     135.5    (feet)  VERTCON   
 BX0097  ___________________________________________________________________
 BX0097  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0097
 BX0097  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0097
 BX0097.The horizontal coordinates were scaled from a topographic map and have
 BX0097.an estimated accuracy of +/- 6 seconds.
 BX0097
 BX0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0097.The vertical order pertains to the NGVD 29 superseded value.
 BX0097
 BX0097.The geoid height was determined by GEOID03.
 BX0097
 BX0097;                    North         East    Units  Estimated Accuracy
 BX0097;SPC LA N     -   153,680.    1,021,390.      MT  (+/- 180 meters Scaled)
 BX0097
 BX0097                          SUPERSEDED SURVEY CONTROL
 BX0097
 BX0097  NGVD 29 (??/??/??)   41.301  (m)          135.50   (f) ADJUSTED    1 2
 BX0097
 BX0097.Superseded values are not recommended for survey control.
 BX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0097.See file dsdata.txt to determine how the superseded data were derived.
 BX0097
 BX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR686280(NAD 83)
 BX0097_MARKER: P = PIPE CAP
 BX0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0097_STAMPING: G 25-1
 BX0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0097
 BX0097  HISTORY     - Date     Condition        Report By
 BX0097  HISTORY     - UNK      MONUMENTED       DOD
 BX0097  HISTORY     - 1965     GOOD             CGS
 BX0097
 BX0097                          STATION DESCRIPTION
 BX0097
 BX0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0097'2.35 MI NE FROM URANIA.
 BX0097'ABOUT 2.35 MILES NORTHEAST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX0097'PACIFIC RAILROAD STATION AT URANIA, IN SECTION 33, T 11 N, R 2 E,
 BX0097'ABOUT 0.1 MILE EAST-NORTHEAST OF THE JUNCTION OF A PAVED ROAD, 34 FEET
 BX0097'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 136 FEET NORTHWEST OF AND
 BX0097'ACROSS THE HIGHWAY FROM A POWER POLE, 9 FEET EAST OF A 22-INCH PINE
 BX0097'TREE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, A BRASS CAP ON THE
 BX0097'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 14 INCHES.  NOTE-- THIS BENCH
 BX0097'MARK CAN ALSO BE REACHED BY GOING 2.3 MILES SOUTHWEST ALONG STATE
 BX0097'HIGHWAY 125 FROM THE MISSOURI PACIFIC RAILROAD STATION AT OLLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2490 ***********************************************************************
 BX2490  DESIGNATION -  G 25 2 BOLT
 BX2490  PID         -  BX2490
 BX2490  STATE/COUNTY-  LA/LA SALLE
 BX2490  USGS QUAD   -  OLLA WEST (1984)
 BX2490
 BX2490                         *CURRENT SURVEY CONTROL
 BX2490  ___________________________________________________________________
 BX2490* NAD 83(1986)-  31 53 03.     (N)    092 16 41.     (W)     SCALED    
 BX2490* NAVD 88     -        38.14   (+/-2cm)     125.1    (feet)  VERTCON   
 BX2490  ___________________________________________________________________
 BX2490  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX2490
 BX2490  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2490
 BX2490.The horizontal coordinates were scaled from a topographic map and have
 BX2490.an estimated accuracy of +/- 6 seconds.
 BX2490
 BX2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2490.The vertical order pertains to the NGVD 29 superseded value.
 BX2490
 BX2490.The geoid height was determined by GEOID03.
 BX2490
 BX2490;                    North         East    Units  Estimated Accuracy
 BX2490;SPC LA N     -   153,490.    1,021,000.      MT  (+/- 180 meters Scaled)
 BX2490
 BX2490                          SUPERSEDED SURVEY CONTROL
 BX2490
 BX2490  NGVD 29 (??/??/??)   38.154  (m)          125.18   (f) ADJUSTED    1 2
 BX2490
 BX2490.Superseded values are not recommended for survey control.
 BX2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2490.See file dsdata.txt to determine how the superseded data were derived.
 BX2490
 BX2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR682278(NAD 83)
 BX2490_MARKER: B = BOLT
 BX2490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2490_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX2490_STAMPING: G-25-2
 BX2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2490
 BX2490  HISTORY     - Date     Condition        Report By
 BX2490  HISTORY     - UNK      MONUMENTED       DOD
 BX2490
 BX2490                          STATION DESCRIPTION
 BX2490
 BX2490'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BX2490'2.05 FROM URANIA.
 BX2490'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX2490'PACIFIC RAILROAD STATION AT URANIA, IN SECTION 33, T 11 N, R 2 E,
 BX2490'ABOUT 1.4 MILES NORTHEAST OF THE URANIA ELEMENTARY SCHOOL, ON THE
 BX2490'INSIDE OF A CURVE IN THE ROAD, 160 FEET NORTHEAST OF THE CENTER OF AN
 BX2490'INTERSECTION OF THE HIGHWAY AND A TRACK ROAD, 27 FEET SOUTHEAST OF THE
 BX2490'CENTER LINE OF THE HIGHWAY, 108 FEET SOUTHWEST OF POWER POLE 111, 50
 BX2490'FEET NORTH OF POWER POLE 112, 2 FEET SOUTHEAST OF A METAL WITNESS
 BX2490'POST, ABOUT LEVEL WITH THE HIGHWAY, A CAP ON THE TOP OF A 3-INCH IRON
 BX2490'PIPE PROJECTING 1 FOOT. ACCESS TO BOLT IS HAD THROUGH THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0096 ***********************************************************************
 BX0096  DESIGNATION -  G 25 2 CAP
 BX0096  PID         -  BX0096
 BX0096  STATE/COUNTY-  LA/LA SALLE
 BX0096  USGS QUAD   -  OLLA WEST (1984)
 BX0096
 BX0096                         *CURRENT SURVEY CONTROL
 BX0096  ___________________________________________________________________
 BX0096* NAD 83(1986)-  31 53 03.     (N)    092 16 41.     (W)     SCALED    
 BX0096* NAVD 88     -        39.35   (+/-2cm)     129.1    (feet)  VERTCON   
 BX0096  ___________________________________________________________________
 BX0096  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0096
 BX0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0096
 BX0096.The horizontal coordinates were scaled from a topographic map and have
 BX0096.an estimated accuracy of +/- 6 seconds.
 BX0096
 BX0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0096.The vertical order pertains to the NGVD 29 superseded value.
 BX0096
 BX0096.The geoid height was determined by GEOID03.
 BX0096
 BX0096;                    North         East    Units  Estimated Accuracy
 BX0096;SPC LA N     -   153,490.    1,021,000.      MT  (+/- 180 meters Scaled)
 BX0096
 BX0096                          SUPERSEDED SURVEY CONTROL
 BX0096
 BX0096  NGVD 29 (??/??/??)   39.365  (m)          129.15   (f) ADJUSTED    2 0
 BX0096
 BX0096.Superseded values are not recommended for survey control.
 BX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0096.See file dsdata.txt to determine how the superseded data were derived.
 BX0096
 BX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR682278(NAD 83)
 BX0096_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0096_STAMPING: G-25-2
 BX0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0096
 BX0096  HISTORY     - Date     Condition        Report By
 BX0096  HISTORY     - UNK      MONUMENTED       DOD
 BX0096  HISTORY     - 1965     GOOD             CGS
 BX0096
 BX0096                          STATION DESCRIPTION
 BX0096
 BX0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0096'2.05 FROM URANIA.
 BX0096'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX0096'PACIFIC RAILROAD STATION AT URANIA, IN SECTION 33, T 11 N, R 2 E,
 BX0096'ABOUT 1.4 MILES NORTHEAST OF THE URANIA ELEMENTARY SCHOOL, ON THE
 BX0096'INSIDE OF A CURVE IN THE ROAD, 160 FEET NORTHEAST OF THE CENTER OF AN
 BX0096'INTERSECTION OF THE HIGHWAY AND A TRACK ROAD, 27 FEET SOUTHEAST OF THE
 BX0096'CENTER LINE OF THE HIGHWAY, 108 FEET SOUTHWEST OF POWER POLE 111, 50
 BX0096'FEET NORTH OF POWER POLE 112, 2 FEET SOUTHEAST OF A METAL WITNESS
 BX0096'POST, ABOUT LEVEL WITH THE HIGHWAY, A CAP ON THE TOP OF A 3-INCH IRON
 BX0096'PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2532 ***********************************************************************
 BX2532  DESIGNATION -  G 25 4 BOLT
 BX2532  PID         -  BX2532
 BX2532  STATE/COUNTY-  LA/GRANT
 BX2532  USGS QUAD   -  GEORGETOWN (1984)
 BX2532
 BX2532                         *CURRENT SURVEY CONTROL
 BX2532  ___________________________________________________________________
 BX2532* NAD 83(1986)-  31 46 19.     (N)    092 22 51.     (W)     SCALED    
 BX2532* NAVD 88     -        23.49   (+/-2cm)      77.1    (feet)  VERTCON   
 BX2532  ___________________________________________________________________
 BX2532  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX2532
 BX2532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2532
 BX2532.The horizontal coordinates were scaled from a topographic map and have
 BX2532.an estimated accuracy of +/- 6 seconds.
 BX2532
 BX2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2532.The vertical order pertains to the NGVD 29 superseded value.
 BX2532
 BX2532.The geoid height was determined by GEOID03.
 BX2532
 BX2532;                    North         East    Units  Estimated Accuracy
 BX2532;SPC LA N     -   141,030.    1,011,290.      MT  (+/- 180 meters Scaled)
 BX2532
 BX2532                          SUPERSEDED SURVEY CONTROL
 BX2532
 BX2532  NGVD 29 (??/??/??)   23.498  (m)           77.09   (f) ADJUSTED    2 0
 BX2532
 BX2532.Superseded values are not recommended for survey control.
 BX2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2532.See file dsdata.txt to determine how the superseded data were derived.
 BX2532
 BX2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR586153(NAD 83)
 BX2532_MARKER: B = BOLT
 BX2532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2532_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX2532_STAMPING: G 25-4
 BX2532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2532
 BX2532  HISTORY     - Date     Condition        Report By
 BX2532  HISTORY     - UNK      MONUMENTED       DOD
 BX2532
 BX2532                          STATION DESCRIPTION
 BX2532
 BX2532'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BX2532'0.4 MI N FROM GEORGETOWN.
 BX2532'ABOUT 0.4 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE U.S.
 BX2532'HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 8, T 9 N, R 1 E, 43
 BX2532'FEET EAST OF THE EAST RAIL, 80 FEET WEST OF AND ACROSS A PAVED ROAD
 BX2532'FROM A SYCAMORE TREE ON THE NORTH SIDE OF A CATTLE SHED, 34 FEET WEST
 BX2532'OF THE CENTER LINE OF THE PAVED ROAD, 44 1/2 FEET SOUTH OF A TELEPHONE
 BX2532'POLE, 3 FEET WEST OF A FENCE, A BRASS CAP ON THE TOP OF A 3-INCH IRON
 BX2532'PIPE WHICH PROJECTS 1 FOOT, AND ABOUT 4 1/2 FEET BELOW THE LEVEL OF
 BX2532'THE TRACK. ACCESS TO BOLT IS HAD THROUGH THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0062 ***********************************************************************
 BX0062  DESIGNATION -  G 25 4 CAP
 BX0062  PID         -  BX0062
 BX0062  STATE/COUNTY-  LA/GRANT
 BX0062  USGS QUAD   -  GEORGETOWN (1984)
 BX0062
 BX0062                         *CURRENT SURVEY CONTROL
 BX0062  ___________________________________________________________________
 BX0062* NAD 83(1986)-  31 46 19.     (N)    092 22 51.     (W)     SCALED    
 BX0062* NAVD 88     -        24.67   (+/-2cm)      80.9    (feet)  VERTCON   
 BX0062  ___________________________________________________________________
 BX0062  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0062
 BX0062  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0062
 BX0062.The horizontal coordinates were scaled from a topographic map and have
 BX0062.an estimated accuracy of +/- 6 seconds.
 BX0062
 BX0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0062.The vertical order pertains to the NGVD 29 superseded value.
 BX0062
 BX0062.The geoid height was determined by GEOID03.
 BX0062
 BX0062;                    North         East    Units  Estimated Accuracy
 BX0062;SPC LA N     -   141,030.    1,011,290.      MT  (+/- 180 meters Scaled)
 BX0062
 BX0062                          SUPERSEDED SURVEY CONTROL
 BX0062
 BX0062  NGVD 29 (??/??/??)   24.682  (m)           80.98   (f) ADJUSTED    1 2
 BX0062
 BX0062.Superseded values are not recommended for survey control.
 BX0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0062.See file dsdata.txt to determine how the superseded data were derived.
 BX0062
 BX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR586153(NAD 83)
 BX0062_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0062_STAMPING: G 25-4
 BX0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0062
 BX0062  HISTORY     - Date     Condition        Report By
 BX0062  HISTORY     - UNK      MONUMENTED       DOD
 BX0062  HISTORY     - 1965     GOOD             CGS
 BX0062
 BX0062                          STATION DESCRIPTION
 BX0062
 BX0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0062'0.4 MI N FROM GEORGETOWN.
 BX0062'ABOUT 0.4 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE U.S.
 BX0062'HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 8, T 9 N, R 1 E, 43
 BX0062'FEET EAST OF THE EAST RAIL, 80 FEET WEST OF AND ACROSS A PAVED ROAD
 BX0062'FROM A SYCAMORE TREE ON THE NORTH SIDE OF A CATTLE SHED, 34 FEET WEST
 BX0062'OF THE CENTER LINE OF THE PAVED ROAD, 44 1/2 FEET SOUTH OF A TELEPHONE
 BX0062'POLE, 3 FEET WEST OF A FENCE, A BRASS CAP ON THE TOP OF A 3-INCH IRON
 BX0062'PIPE WHICH PROJECTS 1 FOOT, AND ABOUT 4 1/2 FEET BELOW THE LEVEL OF
 BX0062'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2447 ***********************************************************************
 BX2447  DESIGNATION -  G 25 5 BOLT
 BX2447  PID         -  BX2447
 BX2447  STATE/COUNTY-  LA/GRANT
 BX2447  USGS QUAD   -  GEORGETOWN (1984)
 BX2447
 BX2447                         *CURRENT SURVEY CONTROL
 BX2447  ___________________________________________________________________
 BX2447* NAD 83(1986)-  31 46 34.     (N)    092 22 43.     (W)     SCALED    
 BX2447* NAVD 88     -        23.02   (+/-2cm)      75.5    (feet)  VERTCON   
 BX2447  ___________________________________________________________________
 BX2447  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX2447
 BX2447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2447
 BX2447.The horizontal coordinates were scaled from a topographic map and have
 BX2447.an estimated accuracy of +/- 6 seconds.
 BX2447
 BX2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2447.The vertical order pertains to the NGVD 29 superseded value.
 BX2447
 BX2447.The geoid height was determined by GEOID03.
 BX2447
 BX2447;                    North         East    Units  Estimated Accuracy
 BX2447;SPC LA N     -   141,500.    1,011,500.      MT  (+/- 180 meters Scaled)
 BX2447
 BX2447                          SUPERSEDED SURVEY CONTROL
 BX2447
 BX2447  NGVD 29 (??/??/??)   23.036  (m)           75.58   (f) ADJUSTED    2 0
 BX2447
 BX2447.Superseded values are not recommended for survey control.
 BX2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2447.See file dsdata.txt to determine how the superseded data were derived.
 BX2447
 BX2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR588157(NAD 83)
 BX2447_MARKER: B = BOLT
 BX2447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX2447_STAMPING: G 25-5
 BX2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2447
 BX2447  HISTORY     - Date     Condition        Report By
 BX2447  HISTORY     - UNK      MONUMENTED       DOD
 BX2447
 BX2447                          STATION DESCRIPTION
 BX2447
 BX2447'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BX2447'0.85 MI N FROM GEORGETOWN.
 BX2447'ABOUT 0.85 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX2447'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 9, T 9 N, R 1 E,
 BX2447'ABOUT 0.2 MILE NORTH OF MILEPOST 561, 260 FEET SOUTH OF THE CENTER OF
 BX2447'THE CROSSING OF A PAVED ROAD, 142 FEET EAST OF THE EAST RAIL, 129 FEET
 BX2447'SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD IN THE PAVED ROAD,
 BX2447'47 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD, 1.5 FEET NORTH OF A
 BX2447'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 5
 BX2447'FEET BELOW THE LEVEL OF THE TRACK, A BRASS CAP ON THE TOP OF A 3-INCH
 BX2447'PIPE WHICH PROJECTS 1 FOOT. ACCESS TO BOLT IS HAD THROUGH THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0063 ***********************************************************************
 BX0063  DESIGNATION -  G 25 5 CAP
 BX0063  PID         -  BX0063
 BX0063  STATE/COUNTY-  LA/GRANT
 BX0063  USGS QUAD   -  GEORGETOWN (1984)
 BX0063
 BX0063                         *CURRENT SURVEY CONTROL
 BX0063  ___________________________________________________________________
 BX0063* NAD 83(1986)-  31 46 37.     (N)    092 22 42.     (W)     SCALED    
 BX0063* NAVD 88     -        24.19   (+/-2cm)      79.4    (feet)  VERTCON   
 BX0063  ___________________________________________________________________
 BX0063  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0063
 BX0063  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0063
 BX0063.The horizontal coordinates were scaled from a topographic map and have
 BX0063.an estimated accuracy of +/- 6 seconds.
 BX0063
 BX0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0063.The vertical order pertains to the NGVD 29 superseded value.
 BX0063
 BX0063.The geoid height was determined by GEOID03.
 BX0063
 BX0063;                    North         East    Units  Estimated Accuracy
 BX0063;SPC LA N     -   141,590.    1,011,520.      MT  (+/- 180 meters Scaled)
 BX0063
 BX0063                          SUPERSEDED SURVEY CONTROL
 BX0063
 BX0063  NGVD 29 (??/??/??)   24.205  (m)           79.41   (f) ADJUSTED    1 2
 BX0063
 BX0063.Superseded values are not recommended for survey control.
 BX0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0063.See file dsdata.txt to determine how the superseded data were derived.
 BX0063
 BX0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR588158(NAD 83)
 BX0063_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0063_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0063_STAMPING: G 25-5
 BX0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0063
 BX0063  HISTORY     - Date     Condition        Report By
 BX0063  HISTORY     - UNK      MONUMENTED       DOD
 BX0063  HISTORY     - 1965     GOOD             CGS
 BX0063
 BX0063                          STATION DESCRIPTION
 BX0063
 BX0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0063'0.85 MI N FROM GEORGETOWN.
 BX0063'ABOUT 0.85 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0063'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 9, T 9 N, R 1 E,
 BX0063'ABOUT 0.2 MILE NORTH OF MILEPOST 561, 260 FEET SOUTH OF THE CENTER OF
 BX0063'THE CROSSING OF A PAVED ROAD, 142 FEET EAST OF THE EAST RAIL, 129 FEET
 BX0063'SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD IN THE PAVED ROAD,
 BX0063'47 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD, 1.5 FEET NORTH OF A
 BX0063'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 5
 BX0063'FEET BELOW THE LEVEL OF THE TRACK, A BRASS CAP ON THE TOP OF A 3-INCH
 BX0063'PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1203 ***********************************************************************
 BJ1203  DESIGNATION -  G 250
 BJ1203  PID         -  BJ1203
 BJ1203  STATE/COUNTY-  LA/AVOYELLES
 BJ1203  USGS QUAD   -  PLAUCHEVILLE (1994)
 BJ1203
 BJ1203                         *CURRENT SURVEY CONTROL
 BJ1203  ___________________________________________________________________
 BJ1203* NAD 83(1986)-  30 59 49.     (N)    091 53 24.     (W)     SCALED    
 BJ1203* NAVD 88     -        15.881  (meters)      52.10   (feet)  ADJUSTED  
 BJ1203  ___________________________________________________________________
 BJ1203  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ1203  DYNAMIC HT  -          15.861 (meters)      52.04  (feet)  COMP
 BJ1203  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 BJ1203
 BJ1203  VERT ORDER  -  FIRST     CLASS I
 BJ1203
 BJ1203.The horizontal coordinates were scaled from a topographic map and have
 BJ1203.an estimated accuracy of +/- 6 seconds.
 BJ1203
 BJ1203.The orthometric height was determined by differential leveling
 BJ1203.and adjusted by the National Geodetic Survey in February 1994..
 BJ1203
 BJ1203.The geoid height was determined by GEOID03.
 BJ1203
 BJ1203.The dynamic height is computed by dividing the NAVD 88
 BJ1203.geopotential number by the normal gravity value computed on the
 BJ1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1203.degrees latitude (g = 980.6199 gals.).
 BJ1203
 BJ1203.The modeled gravity was interpolated from observed gravity values.
 BJ1203
 BJ1203;                    North         East    Units  Estimated Accuracy
 BJ1203;SPC LA N     -    55,270.    1,058,260.      MT  (+/- 180 meters Scaled)
 BJ1203
 BJ1203                          SUPERSEDED SURVEY CONTROL
 BJ1203
 BJ1203  NAVD 88 (06/15/91)   15.906  (m)           52.18   (f) UNKNOWN     1 1
 BJ1203  NGVD 29 (??/??/??)   15.861  (m)           52.04   (f) ADJUSTED    1 1
 BJ1203
 BJ1203.Superseded values are not recommended for survey control.
 BJ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1203.See file dsdata.txt to determine how the superseded data were derived.
 BJ1203
 BJ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ059297(NAD 83)
 BJ1203_MARKER: DB = BENCH MARK DISK
 BJ1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1203_SP_SET: CULVERT
 BJ1203_STAMPING: G 250 1966
 BJ1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1203+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BJ1203
 BJ1203  HISTORY     - Date     Condition        Report By
 BJ1203  HISTORY     - 1966     MONUMENTED       CGS
 BJ1203  HISTORY     - 1977     GOOD             NGS
 BJ1203  HISTORY     - 20060315 GOOD             USPSQD
 BJ1203
 BJ1203                          STATION DESCRIPTION
 BJ1203
 BJ1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ1203'4.75 MI W FROM SIMMESPORT.
 BJ1203'ABOUT 4.75 MILES WEST ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING
 BJ1203'CATHOLIC CHURCH AT SIMMESPORT, IN SECTION 5, T 1 S, R 5 E, ABOUT 0.15
 BJ1203'MILE WEST OF THE NORTH AND MAIN ENTRANCE TO THE ROSEWOOD PLANATATION
 BJ1203'WHICH IS OWNED BY E.E. EDMUNDSON, AT THE MORE SOUTHERLY OF 2 CONCRETE
 BJ1203'CULVERTS IN THE PROPERTY LINE FENCE FOR THE PLANTATION, 74 FEET SOUTH
 BJ1203'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 BJ1203'SOUTH CONCRETE HEAD WALL OF THE CULVERT, 23 FEET EAST OF A T-FENCE
 BJ1203'CORNER, ABOUT 2 1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 BJ1203'HIGHWAY.
 BJ1203
 BJ1203                          STATION RECOVERY (1977)
 BJ1203
 BJ1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ1203'4.85 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ1203'HIGHWAY 105 AT SIMMESPORT, ABOUT 0.15 MILE WEST OF THE
 BJ1203'MAIN ENTRANCE TO ROSEWOOD PLANTATION, AT THE MOST SOUTHERLY OF
 BJ1203'TWO CONCRETE CULVERTS AND THE PROPERTY LINE FENCE FOR THE
 BJ1203'PLANTATION, 74 FEET SOUTH OF CENTER LINE OF HIGHWAY, SET IN THE
 BJ1203'CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD WALL OF THE
 BJ1203'CULVERT, 23 FEET EAST OF A T- FENCE CORNER.
 BJ1203
 BJ1203                          STATION RECOVERY (2006)
 BJ1203
 BJ1203'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BJ1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1506 ***********************************************************************
 BW1506  DESIGNATION -  G 251
 BW1506  PID         -  BW1506
 BW1506  STATE/COUNTY-  LA/CONCORDIA
 BW1506  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1506
 BW1506                         *CURRENT SURVEY CONTROL
 BW1506  ___________________________________________________________________
 BW1506* NAD 83(1986)-  31 36 57.     (N)    091 35 58.     (W)     SCALED    
 BW1506* NAVD 88     -        17.02   (+/-2cm)      55.8    (feet)  VERTCON   
 BW1506  ___________________________________________________________________
 BW1506  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1506
 BW1506  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1506
 BW1506.The horizontal coordinates were scaled from a topographic map and have
 BW1506.an estimated accuracy of +/- 6 seconds.
 BW1506
 BW1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1506.The vertical order pertains to the NGVD 29 superseded value.
 BW1506
 BW1506.The geoid height was determined by GEOID03.
 BW1506
 BW1506;                    North         East    Units  Estimated Accuracy
 BW1506;SPC LA N     -   124,070.    1,085,440.      MT  (+/- 180 meters Scaled)
 BW1506
 BW1506                          SUPERSEDED SURVEY CONTROL
 BW1506
 BW1506  NGVD 29 (??/??/92)   17.020  (m)           55.84   (f) ADJ UNCH    1 2
 BW1506
 BW1506.Superseded values are not recommended for survey control.
 BW1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1506.See file dsdata.txt to determine how the superseded data were derived.
 BW1506
 BW1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ328987(NAD 83)
 BW1506_MARKER: DB = BENCH MARK DISK
 BW1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1506_STAMPING: G 251 1966
 BW1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1506+STABILITY: SURFACE MOTION
 BW1506
 BW1506  HISTORY     - Date     Condition        Report By
 BW1506  HISTORY     - 1966     MONUMENTED       CGS
 BW1506  HISTORY     - 1977     GOOD             NGS
 BW1506  HISTORY     - 1981     GOOD             LADTD
 BW1506
 BW1506                          STATION DESCRIPTION
 BW1506
 BW1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1506'3.05 MI SW FROM FERRIDAY.
 BW1506'ABOUT 3.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE
 BW1506'AT FERRIDAY, IN SECTION, T 7 N, R 8 E, 72 FEET NORTHEAST OF THE NORTH
 BW1506'CORNER OF A HOUSE WITH A HIGH FOUNDATION, 49 1/2 FEET SOUTHEAST OF THE
 BW1506'CENTER LINE OF THE HIGHWAY, 55 FEET EAST OF A TWIN-FORKED PECAN TREE,
 BW1506'41 FEET NORTHEAST OF A CORNER IN A WIRE-MESH FENCE, 1 FOOT NORTHWEST
 BW1506'OF A FENCE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 BW1506'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BW1506'PROJECTING 5 INCHES.
 BW1506
 BW1506                          STATION RECOVERY (1977)
 BW1506
 BW1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW1506'RECOVERED IN GOOD CONDITION.
 BW1506
 BW1506                          STATION RECOVERY (1981)
 BW1506
 BW1506'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0941 ***********************************************************************
 BX0941  DESIGNATION -  G 252
 BX0941  PID         -  BX0941
 BX0941  STATE/COUNTY-  LA/RAPIDES
 BX0941  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0941
 BX0941                         *CURRENT SURVEY CONTROL
 BX0941  ___________________________________________________________________
 BX0941* NAD 83(1986)-  31 09 51.     (N)    092 29 18.     (W)     SCALED    
 BX0941* NAVD 88     -        21.244  (meters)      69.70   (feet)  ADJUSTED  
 BX0941  ___________________________________________________________________
 BX0941  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX0941  DYNAMIC HT  -          21.218 (meters)      69.61  (feet)  COMP
 BX0941  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 BX0941
 BX0941  VERT ORDER  -  FIRST     CLASS I
 BX0941
 BX0941.The horizontal coordinates were scaled from a topographic map and have
 BX0941.an estimated accuracy of +/- 6 seconds.
 BX0941
 BX0941.The orthometric height was determined by differential leveling
 BX0941.and adjusted by the National Geodetic Survey in February 1994..
 BX0941
 BX0941.The geoid height was determined by GEOID03.
 BX0941
 BX0941.The dynamic height is computed by dividing the NAVD 88
 BX0941.geopotential number by the normal gravity value computed on the
 BX0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0941.degrees latitude (g = 980.6199 gals.).
 BX0941
 BX0941.The modeled gravity was interpolated from observed gravity values.
 BX0941
 BX0941;                    North         East    Units  Estimated Accuracy
 BX0941;SPC LA N     -    73,640.    1,001,110.      MT  (+/- 180 meters Scaled)
 BX0941
 BX0941                          SUPERSEDED SURVEY CONTROL
 BX0941
 BX0941  NAVD 88 (06/15/91)   21.241  (m)           69.69   (f) UNKNOWN     1 1
 BX0941  NGVD 29 (??/??/??)   21.228  (m)           69.65   (f) ADJUSTED    1 1
 BX0941
 BX0941.Superseded values are not recommended for survey control.
 BX0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0941.See file dsdata.txt to determine how the superseded data were derived.
 BX0941
 BX0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ487479(NAD 83)
 BX0941_MARKER: DB = BENCH MARK DISK
 BX0941_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0941_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0941_STAMPING: G 252 1966
 BX0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0941
 BX0941  HISTORY     - Date     Condition        Report By
 BX0941  HISTORY     - 1966     MONUMENTED       CGS
 BX0941  HISTORY     - 1970     GOOD             NGS
 BX0941  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0941
 BX0941                          STATION DESCRIPTION
 BX0941
 BX0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0941'1.5 MI N FROM WOODWORTH.
 BX0941'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0941'WOODWORTH, THENCE 1.35 MILES NORTH ALONG THE MISSOURI PACIFIC
 BX0941'RAILROAD, 13 POLES SOUTH OF MILEPOST 609, 77 FEET NORTHWEST OF THE
 BX0941'NORTHWEST CORNER OF WOODEN RAILROAD TRESTLE NUMBER 609.5, 47 FEET WEST
 BX0941'OF THE WEST RAIL, 3 FEET EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 BX0941'METAL WITNESS POST ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, AND
 BX0941'WELDED ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE
 BX0941'THE SURFACE OF THE GROUND.
 BX0941
 BX0941                          STATION RECOVERY (1999)
 BX0941
 BX0941'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1212 ***********************************************************************
 BW1212  HT_MOD      -  This is a Height Modernization Survey Station.
 BW1212  DESIGNATION -  G 253
 BW1212  PID         -  BW1212
 BW1212  STATE/COUNTY-  LA/CONCORDIA
 BW1212  USGS QUAD   -  FAIRVIEW (1983)
 BW1212
 BW1212                         *CURRENT SURVEY CONTROL
 BW1212  ___________________________________________________________________
 BW1212* NAD 83(1992)-  31 20 40.35020(N)    091 33 53.95510(W)     ADJUSTED  
 BW1212* NAVD 88     -        15.23   (meters)      50.0    (feet)  GPS OBS   
 BW1212  ___________________________________________________________________
 BW1212  X           -    -148,904.116 (meters)                     COMP
 BW1212  Y           -  -5,450,174.786 (meters)                     COMP
 BW1212  Z           -   3,298,572.157 (meters)                     COMP
 BW1212  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BW1212  ELLIP HEIGHT-         -11.44  (meters)          (06/28/04) GPS OBS
 BW1212  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BW1212  DYNAMIC HT  -          15.21  (meters)      49.9   (feet)  COMP
 BW1212  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BW1212
 BW1212  HORZ ORDER  -  B
 BW1212  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1212  ELLP ORDER  -  FOURTH    CLASS II
 BW1212
 BW1212.The horizontal coordinates were established by GPS observations
 BW1212.and adjusted by the National Geodetic Survey in June 2004..
 BW1212
 BW1212.The orthometric height was determined by GPS observations and a
 BW1212.high-resolution geoid model using precise GPS observation and
 BW1212.processing techniques. It supersedes the leveled height previously
 BW1212.determined for this station.
 BW1212.WARNING-GPS observations at this control monument resulted in a GPS
 BW1212.derived orthometric height which differed from the leveled height by
 BW1212.more than one decimeter (0.1 meter).
 BW1212.The vertical order pertains to the first NAVD 88 superseded value.
 BW1212
 BW1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1212
 BW1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1212
 BW1212.The ellipsoidal height was determined by GPS observations
 BW1212.and is referenced to NAD 83.
 BW1212
 BW1212.The geoid height was determined by GEOID03.
 BW1212
 BW1212.The dynamic height is computed by dividing the NAVD 88
 BW1212.geopotential number by the normal gravity value computed on the
 BW1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1212.degrees latitude (g = 980.6199 gals.).
 BW1212
 BW1212.The modeled gravity was interpolated from observed gravity values.
 BW1212
 BW1212;                    North         East     Units Scale Factor Converg.
 BW1212;SPC LA N     -    94,023.450 1,088,970.733   MT  0.99996443   +0 29 39.6
 BW1212;SPC LA N     -   308,475.27  3,572,731.48   sFT  0.99996443   +0 29 39.6
 BW1212;UTM  15      - 3,468,676.175   636,506.559   MT  0.99982984   +0 44 47.7
 BW1212
 BW1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1212!SPC LA N     -   1.00000180  x   0.99996443  =   0.99996623
 BW1212!UTM  15      -   1.00000180  x   0.99982984  =   0.99983164
 BW1212
 BW1212                          SUPERSEDED SURVEY CONTROL
 BW1212
 BW1212  NAVD 88 (02/14/94)   15.112  (m)           49.58   (f) ADJUSTED    1 2
 BW1212  NAVD 88 (06/15/91)   15.133  (m)           49.65   (f) UNKNOWN     1 2
 BW1212  NGVD 29 (??/??/??)   15.098  (m)           49.53   (f) ADJUSTED    1 2
 BW1212
 BW1212.Superseded values are not recommended for survey control.
 BW1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1212.See file dsdata.txt to determine how the superseded data were derived.
 BW1212
 BW1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3650768676(NAD 83)
 BW1212_MARKER: DB = BENCH MARK DISK
 BW1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1212_STAMPING: G 253 1966
 BW1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1212+STABILITY: SURFACE MOTION
 BW1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1212+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW1212
 BW1212  HISTORY     - Date     Condition        Report By
 BW1212  HISTORY     - 1966     MONUMENTED       CGS
 BW1212  HISTORY     - 1979     GOOD             NGS
 BW1212  HISTORY     - 2003     GOOD             PYBURN
 BW1212
 BW1212                          STATION DESCRIPTION
 BW1212
 BW1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1212'21.5 MI SW FROM VIDALIA.
 BW1212'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1212'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1212'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 5.85 MILES
 BW1212'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, OR ABOUT 7.65
 BW1212'MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK SCHOOLHOUSE AT
 BW1212'SHAW, THENCE 10.5 MILES NORTHEAST ALONG A GRAVELED ROAD, 172 FEET
 BW1212'SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 37 FEET SOUTHEAST
 BW1212'OF THE CENTER OF A STEEL GATE IN A PRIVATE DRIVEWAY TO THE W.F.
 BW1212'JOHNSON PROPERTY, 65 FEET SOUTHEAST OF A PIPE FENCE CORNER IN A WIRE
 BW1212'MESH FENCE AROUND A TRAILER AND A SMALL PORCH, 27 1/2 FEET
 BW1212'SOUTH-SOUTHEAST OF A CONCRETE HEAD WALL OF A PIPE CULVERT, 1 1/2 FEET
 BW1212'NORTHEAST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 BW1212'ABOUT 2 FEET BELOW THE LEVEL OF THE DRIVEWAY, AND SET IN THE TOP OF A
 BW1212'CONCRETE POST PROJECTING 6 INCHES.
 BW1212
 BW1212                          STATION RECOVERY (1979)
 BW1212
 BW1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1212'RECOVERED IN GOOD CONDITION.
 BW1212
 BW1212                          STATION RECOVERY (2003)
 BW1212
 BW1212'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW1212'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0013 ***********************************************************************
 BW0013  DESIGNATION -  G 254
 BW0013  PID         -  BW0013
 BW0013  STATE/COUNTY-  LA/CONCORDIA
 BW0013  USGS QUAD   -  FORT ADAMS (1965)
 BW0013
 BW0013                         *CURRENT SURVEY CONTROL
 BW0013  ___________________________________________________________________
 BW0013* NAD 83(1986)-  31 05 58.     (N)    091 37 19.     (W)     SCALED    
 BW0013* NAVD 88     -        15.865  (meters)      52.05   (feet)  ADJUSTED  
 BW0013  ___________________________________________________________________
 BW0013  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW0013  DYNAMIC HT  -          15.845 (meters)      51.98  (feet)  COMP
 BW0013  MODELED GRAV-     979,398.7   (mgal)                       NAVD 88
 BW0013
 BW0013  VERT ORDER  -  FIRST     CLASS I
 BW0013
 BW0013.The horizontal coordinates were scaled from a topographic map and have
 BW0013.an estimated accuracy of +/- 6 seconds.
 BW0013
 BW0013.The orthometric height was determined by differential leveling
 BW0013.and adjusted by the National Geodetic Survey in February 1994..
 BW0013
 BW0013.The geoid height was determined by GEOID03.
 BW0013
 BW0013.The dynamic height is computed by dividing the NAVD 88
 BW0013.geopotential number by the normal gravity value computed on the
 BW0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0013.degrees latitude (g = 980.6199 gals.).
 BW0013
 BW0013.The modeled gravity was interpolated from observed gravity values.
 BW0013
 BW0013;                    North         East    Units  Estimated Accuracy
 BW0013;SPC LA N     -    66,810.    1,083,770.      MT  (+/- 180 meters Scaled)
 BW0013
 BW0013                          SUPERSEDED SURVEY CONTROL
 BW0013
 BW0013  NAVD 88 (06/15/91)   15.888  (m)           52.13   (f) UNKNOWN     1 1
 BW0013  NGVD 29 (??/??/??)   15.839  (m)           51.97   (f) ADJUSTED    1 1
 BW0013
 BW0013.Superseded values are not recommended for survey control.
 BW0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0013.See file dsdata.txt to determine how the superseded data were derived.
 BW0013
 BW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ314414(NAD 83)
 BW0013_MARKER: DB = BENCH MARK DISK
 BW0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0013_STAMPING: G 254 1966
 BW0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0013+STABILITY: SURFACE MOTION
 BW0013
 BW0013  HISTORY     - Date     Condition        Report By
 BW0013  HISTORY     - 1966     MONUMENTED       CGS
 BW0013  HISTORY     - 1976     GOOD             NGS
 BW0013
 BW0013                          STATION DESCRIPTION
 BW0013
 BW0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0013'7.0 MI S FROM SHAW.
 BW0013'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE BRICK
 BW0013'SCHOOLHOUSE AT SHAW, THENCE 3.1 MILES SOUTH ALONG A GRAVELED ROAD
 BW0013'WHICH PARALLELS THE WEST SIDE OF STATE HIGHWAY 15, THENCE 1.25 MILES
 BW0013'SOUTH ALONG STATE HIGHWAY 15 IN SECTION 59, T 2 N, R 8 E, 112 FEET
 BW0013'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF THE
 BW0013'CENTER LINE OF A GRAVELED ROAD BETWEEN TWO BORROW PITS, ABOUT 25 FEET
 BW0013'BELOW THE LEVEL OF THE HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BW0013'GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 BW0013'INCHES.
 BW0013
 BW0013                          STATION RECOVERY (1976)
 BW0013
 BW0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0013'6.8 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0013'HIGHWAY 190 AT SHAW, AT THE JUNCTION OF A GRAVELED ROAD LEADING NORTH,
 BW0013'112 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 63 FT. SOUTH OF
 BW0013'THE SOUTH END OF A GATE, 31 FT. EAST OF THE CENTER LINE OF THE ROAD,
 BW0013'16 FT. SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1387 ***********************************************************************
 CP1387  DESIGNATION -  G 255
 CP1387  PID         -  CP1387
 CP1387  STATE/COUNTY-  LA/MADISON
 CP1387  USGS QUAD   -  TENDAL (1986)
 CP1387
 CP1387                         *CURRENT SURVEY CONTROL
 CP1387  ___________________________________________________________________
 CP1387* NAD 83(1986)-  32 25 53.     (N)    091 22 00.     (W)     SCALED    
 CP1387* NAVD 88     -        24.788  (meters)      81.33   (feet)  ADJUSTED  
 CP1387  ___________________________________________________________________
 CP1387  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1387  DYNAMIC HT  -          24.761 (meters)      81.24  (feet)  COMP
 CP1387  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 CP1387
 CP1387  VERT ORDER  -  FIRST     CLASS I
 CP1387
 CP1387.The horizontal coordinates were scaled from a topographic map and have
 CP1387.an estimated accuracy of +/- 6 seconds.
 CP1387
 CP1387.The orthometric height was determined by differential leveling
 CP1387.and adjusted by the National Geodetic Survey in June 1991..
 CP1387
 CP1387.The geoid height was determined by GEOID03.
 CP1387
 CP1387.The dynamic height is computed by dividing the NAVD 88
 CP1387.geopotential number by the normal gravity value computed on the
 CP1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1387.degrees latitude (g = 980.6199 gals.).
 CP1387
 CP1387.The modeled gravity was interpolated from observed gravity values.
 CP1387
 CP1387;                    North         East    Units  Estimated Accuracy
 CP1387;SPC LA N     -   214,700.    1,106,580.      MT  (+/- 180 meters Scaled)
 CP1387
 CP1387                          SUPERSEDED SURVEY CONTROL
 CP1387
 CP1387  NGVD 29 (06/11/92)   24.802  (m)           81.37   (f) ADJUSTED    1 1
 CP1387
 CP1387.Superseded values are not recommended for survey control.
 CP1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1387.See file dsdata.txt to determine how the superseded data were derived.
 CP1387
 CP1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR535894(NAD 83)
 CP1387_MARKER: DB = BENCH MARK DISK
 CP1387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1387_STAMPING: G 255 1968
 CP1387_MARK LOGO: CGS   
 CP1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1387+STABILITY: SURFACE MOTION
 CP1387
 CP1387  HISTORY     - Date     Condition        Report By
 CP1387  HISTORY     - 1968     MONUMENTED       CGS
 CP1387  HISTORY     - 1982     GOOD             LADTD
 CP1387
 CP1387                          STATION DESCRIPTION
 CP1387
 CP1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1387'7.65 MI E FROM DELHI.
 CP1387'7.65 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1387'AT DELHI, IN SECTION 29, T 17 N, R 11 E, AT THE SMALL COMMUNITY OF
 CP1387'TENDAL, 117 FEET NORTH OF THE NORTH RAIL, 15 1/2 FEET NORTH OF THE
 CP1387'CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE WEST END OF THE
 CP1387'BASE FOR THE NORTH CONCRETE GUARD RAIL ON A HIGHWAY BRIDGE OVER THE
 CP1387'TENSAS RIVER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CP1387
 CP1387                          STATION RECOVERY (1982)
 CP1387
 CP1387'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0085 ***********************************************************************
 CQ0085  DESIGNATION -  G 256
 CQ0085  PID         -  CQ0085
 CQ0085  STATE/COUNTY-  LA/LINCOLN
 CQ0085  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0085
 CQ0085                         *CURRENT SURVEY CONTROL
 CQ0085  ___________________________________________________________________
 CQ0085* NAD 83(1986)-  32 31 45.     (N)    092 28 43.     (W)     SCALED    
 CQ0085* NAVD 88     -        44.314  (meters)     145.39   (feet)  ADJUSTED  
 CQ0085  ___________________________________________________________________
 CQ0085  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0085  DYNAMIC HT  -          44.265 (meters)     145.23  (feet)  COMP
 CQ0085  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 CQ0085
 CQ0085  VERT ORDER  -  FIRST     CLASS I
 CQ0085
 CQ0085.The horizontal coordinates were scaled from a topographic map and have
 CQ0085.an estimated accuracy of +/- 6 seconds.
 CQ0085
 CQ0085.The orthometric height was determined by differential leveling
 CQ0085.and adjusted by the National Geodetic Survey in June 1991..
 CQ0085
 CQ0085.The geoid height was determined by GEOID03.
 CQ0085
 CQ0085.The dynamic height is computed by dividing the NAVD 88
 CQ0085.geopotential number by the normal gravity value computed on the
 CQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0085.degrees latitude (g = 980.6199 gals.).
 CQ0085
 CQ0085.The modeled gravity was interpolated from observed gravity values.
 CQ0085
 CQ0085;                    North         East    Units  Estimated Accuracy
 CQ0085;SPC LA N     -   224,990.    1,002,010.      MT  (+/- 180 meters Scaled)
 CQ0085
 CQ0085                          SUPERSEDED SURVEY CONTROL
 CQ0085
 CQ0085  NGVD 29 (??/??/??)   44.376  (m)          145.59   (f) ADJUSTED    1 1
 CQ0085
 CQ0085.Superseded values are not recommended for survey control.
 CQ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0085.See file dsdata.txt to determine how the superseded data were derived.
 CQ0085
 CQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR489992(NAD 83)
 CQ0085_MARKER: DB = BENCH MARK DISK
 CQ0085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0085_SP_SET: 28 FEET
 CQ0085_STAMPING: G 256 1968
 CQ0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0085
 CQ0085  HISTORY     - Date     Condition        Report By
 CQ0085  HISTORY     - 1968     MONUMENTED       CGS
 CQ0085  HISTORY     - 1969     GOOD             CGS
 CQ0085  HISTORY     - 1987     GOOD             USPSQD
 CQ0085
 CQ0085                          STATION DESCRIPTION
 CQ0085
 CQ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0085'2.3 MI E FROM CHOUDRANT.
 CQ0085'ABOUT 2.3 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0085'CHOUDRANT, IN SECTION 21, T 18 N, R 1 W, 78 FEET NORTH OF THE CENTER
 CQ0085'LINE OF THE HIGHWAY, 61 1/2 FEET EAST OF THE SOUTHEAST CORNER OF A
 CQ0085'HOUSE, 31 FEET NORTHWEST OF A PIPELINE, 1.0 FOOT NORTH OF A METAL
 CQ0085'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 CQ0085'5/8-INCH COPPER POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF
 CQ0085'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 28 FEET AND
 CQ0085'IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 2 INCHES ABOVE
 CQ0085'THE SURFACE OF THE GROUND.
 CQ0085
 CQ0085                          STATION RECOVERY (1987)
 CQ0085
 CQ0085'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2041 ***********************************************************************
 CQ2041  DESIGNATION -  G 257
 CQ2041  PID         -  CQ2041
 CQ2041  STATE/COUNTY-  LA/BOSSIER
 CQ2041  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2041
 CQ2041                         *CURRENT SURVEY CONTROL
 CQ2041  ___________________________________________________________________
 CQ2041* NAD 83(1986)-  32 31 23.     (N)    093 43 02.     (W)     SCALED    
 CQ2041* NAVD 88     -        50.193  (meters)     164.67   (feet)  ADJUSTED  
 CQ2041  ___________________________________________________________________
 CQ2041  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2041  DYNAMIC HT  -          50.136 (meters)     164.49  (feet)  COMP
 CQ2041  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 CQ2041
 CQ2041  VERT ORDER  -  FIRST     CLASS I
 CQ2041
 CQ2041.The horizontal coordinates were scaled from a topographic map and have
 CQ2041.an estimated accuracy of +/- 6 seconds.
 CQ2041
 CQ2041.The orthometric height was determined by differential leveling
 CQ2041.and adjusted by the National Geodetic Survey in June 1991..
 CQ2041
 CQ2041.The geoid height was determined by GEOID03.
 CQ2041
 CQ2041.The dynamic height is computed by dividing the NAVD 88
 CQ2041.geopotential number by the normal gravity value computed on the
 CQ2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2041.degrees latitude (g = 980.6199 gals.).
 CQ2041
 CQ2041.The modeled gravity was interpolated from observed gravity values.
 CQ2041
 CQ2041;                    North         East    Units  Estimated Accuracy
 CQ2041;SPC LA N     -   224,950.      885,640.      MT  (+/- 180 meters Scaled)
 CQ2041
 CQ2041                          SUPERSEDED SURVEY CONTROL
 CQ2041
 CQ2041  NGVD 29 (??/??/??)   50.264  (m)          164.91   (f) ADJUSTED    1 1
 CQ2041
 CQ2041.Superseded values are not recommended for survey control.
 CQ2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2041.See file dsdata.txt to determine how the superseded data were derived.
 CQ2041
 CQ2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR326986(NAD 83)
 CQ2041_MARKER: DB = BENCH MARK DISK
 CQ2041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ2041_SP_SET: SET IN CULVERT CONCRETE HEADWALL
 CQ2041_STAMPING: G 257 1968
 CQ2041_MARK LOGO: CGS   
 CQ2041_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2041+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 CQ2041
 CQ2041  HISTORY     - Date     Condition        Report By
 CQ2041  HISTORY     - 1968     MONUMENTED       CGS
 CQ2041  HISTORY     - 1969     GOOD             CGS
 CQ2041  HISTORY     - 19920713 GOOD             BCED
 CQ2041
 CQ2041                          STATION DESCRIPTION
 CQ2041
 CQ2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2041'1.35 MI E FROM BOSSIER CITY.
 CQ2041'ABOUT 1.35 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2041'EAST END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY, IN
 CQ2041'SECTION 28, T 18 N, R 13 W, 0.25 MILE WEST OF MILEPOST 166, 0.1 MILE
 CQ2041'EAST OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AND THE ST.
 CQ2041'LOUIS SOUTHWESTERN RAILWAY, 109 FEET SOUTH OF THE SOUTH RAIL OF THE
 CQ2041'MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, SET IN THE CENTER OF THE
 CQ2041'TOP OF THE WEST CONCRETE HEADWALL OF A DOUBLE-CHANNEL CONCRETE
 CQ2041'CULVERT, 72 FEET WEST OF THE CENTER OF THE MEDIAN FOR BENTON DRIVE, 55
 CQ2041'FEET SOUTH OF A POWER POLE, ABOUT 5 FEET BELOW THE LEVEL OF THE DRIVE,
 CQ2041'AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 CQ2041
 CQ2041                          STATION RECOVERY (1992)
 CQ2041
 CQ2041'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2041'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1257 ***********************************************************************
 CQ1257  DESIGNATION -  G 258
 CQ1257  PID         -  CQ1257
 CQ1257  STATE/COUNTY-  LA/WEBSTER
 CQ1257  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1257
 CQ1257                         *CURRENT SURVEY CONTROL
 CQ1257  ___________________________________________________________________
 CQ1257* NAD 83(1986)-  32 32 23.     (N)    093 17 48.     (W)     SCALED    
 CQ1257* NAVD 88     -        66.066  (meters)     216.75   (feet)  ADJUSTED  
 CQ1257  ___________________________________________________________________
 CQ1257  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1257  DYNAMIC HT  -          65.993 (meters)     216.51  (feet)  COMP
 CQ1257  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CQ1257
 CQ1257  VERT ORDER  -  FIRST     CLASS I
 CQ1257
 CQ1257.The horizontal coordinates were scaled from a topographic map and have
 CQ1257.an estimated accuracy of +/- 6 seconds.
 CQ1257
 CQ1257.The orthometric height was determined by differential leveling
 CQ1257.and adjusted by the National Geodetic Survey in June 1991..
 CQ1257
 CQ1257.The geoid height was determined by GEOID03.
 CQ1257
 CQ1257.The dynamic height is computed by dividing the NAVD 88
 CQ1257.geopotential number by the normal gravity value computed on the
 CQ1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1257.degrees latitude (g = 980.6199 gals.).
 CQ1257
 CQ1257.The modeled gravity was interpolated from observed gravity values.
 CQ1257
 CQ1257;                    North         East    Units  Estimated Accuracy
 CQ1257;SPC LA N     -   226,430.      925,170.      MT  (+/- 180 meters Scaled)
 CQ1257
 CQ1257                          SUPERSEDED SURVEY CONTROL
 CQ1257
 CQ1257  NGVD 29 (??/??/??)   66.145  (m)          217.01   (f) ADJUSTED    1 1
 CQ1257
 CQ1257.Superseded values are not recommended for survey control.
 CQ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1257.See file dsdata.txt to determine how the superseded data were derived.
 CQ1257
 CQ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS721003(NAD 83)
 CQ1257_MARKER: DB = BENCH MARK DISK
 CQ1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1257_SP_SET: CONCRETE GUARD RAIL
 CQ1257_STAMPING: G 258 1969
 CQ1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1257
 CQ1257  HISTORY     - Date     Condition        Report By
 CQ1257  HISTORY     - 1969     MONUMENTED       CGS
 CQ1257  HISTORY     - 20021215 GOOD             USPSQD
 CQ1257
 CQ1257                          STATION DESCRIPTION
 CQ1257
 CQ1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1257'0.2 MI W FROM SIBLEY.
 CQ1257'ABOUT 0.2 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1257'STATION AT SIBLEY, IN SECTION 21, T 18 N, R 9 W, 92 FEET NORTH OF THE
 CQ1257'NORTH RAIL, 20 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 7, 10
 CQ1257'FEET SOUTH OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 164 WHICH
 CQ1257'LEADS WEST, SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE
 CQ1257'RETAINING WALL FOR A RAILROAD UNDERPASS, 86 FEET SOUTHEAST OF THE
 CQ1257'SOUTHEAST CORNER OF A PHILLIPS 66 SERVICE STATION, 44 FEET NORTH OF
 CQ1257'THE EAST CONCRETE GUARD RAIL ON THE OVERPASS, 5 FEET WEST OF THE WEST
 CQ1257'CONCRETE GUARD RAIL ON A TIER OF STEPS, AND ABOUT LEVEL WITH THE
 CQ1257'HIGHWAY.
 CQ1257
 CQ1257                          STATION RECOVERY (2002)
 CQ1257
 CQ1257'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2083 ***********************************************************************
 CQ2083  DESIGNATION -  G 259
 CQ2083  PID         -  CQ2083
 CQ2083  STATE/COUNTY-  LA/BOSSIER
 CQ2083  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2083
 CQ2083                         *CURRENT SURVEY CONTROL
 CQ2083  ___________________________________________________________________
 CQ2083* NAD 83(1986)-  32 30 44.     (N)    093 42 44.     (W)     SCALED    
 CQ2083* NAVD 88     -        53.09   (+/-2cm)     174.2    (feet)  VERTCON   
 CQ2083  ___________________________________________________________________
 CQ2083  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2083
 CQ2083  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2083
 CQ2083.The horizontal coordinates were scaled from a topographic map and have
 CQ2083.an estimated accuracy of +/- 6 seconds.
 CQ2083
 CQ2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2083.The vertical order pertains to the NGVD 29 superseded value.
 CQ2083
 CQ2083.The geoid height was determined by GEOID03.
 CQ2083
 CQ2083;                    North         East    Units  Estimated Accuracy
 CQ2083;SPC LA N     -   223,750.      886,100.      MT  (+/- 180 meters Scaled)
 CQ2083
 CQ2083                          SUPERSEDED SURVEY CONTROL
 CQ2083
 CQ2083  NGVD 29 (??/??/??)   53.160  (m)          174.41   (f) ADJUSTED    1 1
 CQ2083
 CQ2083.Superseded values are not recommended for survey control.
 CQ2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2083.See file dsdata.txt to determine how the superseded data were derived.
 CQ2083
 CQ2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR331974(NAD 83)
 CQ2083_MARKER: DB = BENCH MARK DISK
 CQ2083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2083_SP_SET: SET IN OLD RADIO TOWER BASE
 CQ2083_STAMPING: G 259 1969
 CQ2083_MARK LOGO: CGS   
 CQ2083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2083+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1992
 CQ2083
 CQ2083  HISTORY     - Date     Condition        Report By
 CQ2083  HISTORY     - 1969     MONUMENTED       CGS
 CQ2083  HISTORY     - 1976     GOOD             NGS
 CQ2083  HISTORY     - 19921216 GOOD             BCED
 CQ2083
 CQ2083                          STATION DESCRIPTION
 CQ2083
 CQ2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2083'2.15 MI SE FROM BOSSIER CITY.
 CQ2083'ABOUT 1.25 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2083'EAST END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY,
 CQ2083'THENCE 0.5 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, THENCE
 CQ2083'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 71, OR ABOUT 0.7 MILE SOUTHWEST
 CQ2083'ALONG BARKSDALE BOULEVARD WEST FROM THE HEADQUARTERS BUILDING AT
 CQ2083'BARKSDALE AIR FORCE BASE, THENCE 1.05 MILES NORTHWEST ALONG U.S.
 CQ2083'HIGHWAY 71, IN SECTION 33, T 18 N, R 13 W, 222 FEET SOUTHWEST OF THE
 CQ2083'SOUTHWEST RAIL OF THE MAIN TRACK OF THE KANSAS CITY SOUTHERN RAILWAY,
 CQ2083'120 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 CQ2083'OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION FOR A RADIO TOWER WHICH
 CQ2083'IS 260 FEET HIGH, 22 FEET SOUTH OF THE EAST CORNER OF THE LOUISIANA
 CQ2083'STATE POLICE HEADQUARTERS BUILDING, 7 FEET SOUTHEAST OF THE SOUTHEAST
 CQ2083'FACE OF THE BUILDING, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 CQ2083'TRACK.
 CQ2083
 CQ2083                          STATION RECOVERY (1976)
 CQ2083
 CQ2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CQ2083'RECOVERED IN GOOD CONDITION.
 CQ2083
 CQ2083                          STATION RECOVERY (1992)
 CQ2083
 CQ2083'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2083'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0038 ***********************************************************************
 BX0038  DESIGNATION -  G 26 10 BOLT
 BX0038  PID         -  BX0038
 BX0038  STATE/COUNTY-  LA/GRANT
 BX0038  USGS QUAD   -  MUDVILLE (1985)
 BX0038
 BX0038                         *CURRENT SURVEY CONTROL
 BX0038  ___________________________________________________________________
 BX0038* NAD 83(1986)-  31 38 54.     (N)    092 25 53.     (W)     SCALED    
 BX0038* NAVD 88     -        50.26   (+/-2cm)     164.9    (feet)  VERTCON   
 BX0038  ___________________________________________________________________
 BX0038  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX0038
 BX0038  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0038
 BX0038.The horizontal coordinates were scaled from a topographic map and have
 BX0038.an estimated accuracy of +/- 6 seconds.
 BX0038
 BX0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0038.The vertical order pertains to the NGVD 29 superseded value.
 BX0038
 BX0038.The geoid height was determined by GEOID03.
 BX0038
 BX0038;                    North         East    Units  Estimated Accuracy
 BX0038;SPC LA N     -   127,320.    1,006,510.      MT  (+/- 180 meters Scaled)
 BX0038
 BX0038                          SUPERSEDED SURVEY CONTROL
 BX0038
 BX0038  NGVD 29 (??/??/??)   50.258  (m)          164.89   (f) ADJUSTED    1 2
 BX0038
 BX0038.Superseded values are not recommended for survey control.
 BX0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0038.See file dsdata.txt to determine how the superseded data were derived.
 BX0038
 BX0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR539015(NAD 83)
 BX0038_MARKER: B = BOLT
 BX0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0038_SP_SET: CONCRETE SLAB
 BX0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0038
 BX0038  HISTORY     - Date     Condition        Report By
 BX0038  HISTORY     - UNK      MONUMENTED       DOD
 BX0038  HISTORY     - 1966     GOOD             CGS
 BX0038
 BX0038                          STATION DESCRIPTION
 BX0038
 BX0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0038'9.35 MI SW FROM GEORGETOWN.
 BX0038'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0038'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST
 BX0038'ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165,
 BX0038'THENCE 3.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.8 MILE
 BX0038'SOUTHWEST ALONG STATE HIGHWAY 524, IN SECTION 25, T 8 N, R 1 W, 86
 BX0038'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 97 FEET SOUTH OF THE
 BX0038'SOUTH CORNER OF A WHITE HOUSE, 71 FEET SOUTH OF A 30-INCH OAK TREE IN
 BX0038'A YARD, 32 1/2 FEET EAST OF A POWER OPOLE BEARING TRANSFORMER, 29 FEET
 BX0038'SOUTHEAST OF A YARD FENCE, 9 1/2 FEET SOUTHWEST OF A RIGHT-OF-WAY
 BX0038'FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 BX0038'ABOVE THE LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A
 BX0038'CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD
 BX0038'THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0037 ***********************************************************************
 BX0037  DESIGNATION -  G 26 10 CAP
 BX0037  PID         -  BX0037
 BX0037  STATE/COUNTY-  LA/GRANT
 BX0037  USGS QUAD   -  MUDVILLE (1985)
 BX0037
 BX0037                         *CURRENT SURVEY CONTROL
 BX0037  ___________________________________________________________________
 BX0037* NAD 83(1986)-  31 38 54.     (N)    092 25 53.     (W)     SCALED    
 BX0037* NAVD 88     -        51.50   (+/-2cm)     169.0    (feet)  VERTCON   
 BX0037  ___________________________________________________________________
 BX0037  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX0037
 BX0037  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0037
 BX0037.The horizontal coordinates were scaled from a topographic map and have
 BX0037.an estimated accuracy of +/- 6 seconds.
 BX0037
 BX0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0037.The vertical order pertains to the NGVD 29 superseded value.
 BX0037
 BX0037.The geoid height was determined by GEOID03.
 BX0037
 BX0037;                    North         East    Units  Estimated Accuracy
 BX0037;SPC LA N     -   127,320.    1,006,510.      MT  (+/- 180 meters Scaled)
 BX0037
 BX0037                          SUPERSEDED SURVEY CONTROL
 BX0037
 BX0037  NGVD 29 (??/??/??)   51.498  (m)          168.96   (f) ADJUSTED    1 2
 BX0037
 BX0037.Superseded values are not recommended for survey control.
 BX0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0037.See file dsdata.txt to determine how the superseded data were derived.
 BX0037
 BX0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR539015(NAD 83)
 BX0037_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0037_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0037
 BX0037  HISTORY     - Date     Condition        Report By
 BX0037  HISTORY     - UNK      MONUMENTED       DOD
 BX0037  HISTORY     - 1966     GOOD             CGS
 BX0037
 BX0037                          STATION DESCRIPTION
 BX0037
 BX0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0037'9.35 MI SW FROM GEORGETOWN.
 BX0037'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0037'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST
 BX0037'ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165,
 BX0037'THENCE 3.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.8 MILE
 BX0037'SOUTHWEST ALONG STATE HIGHWAY 524, IN SECTION 25, T 8 N, R 1 W, 86
 BX0037'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 97 FEET SOUTH OF THE
 BX0037'SOUTH CORNER OF A WHITE HOUSE, 71 FEET SOUTH OF A 30-INCH OAK TREE IN
 BX0037'A YARD, 32 1/2 FEET EAST OF A POWER POLE BEARING A TRANSFORMER, 29
 BX0037'FEET SOUTHEAST OF A YARD FENCE, 9 1/2 FEET SOUTHWEST OF A RIGHT-OF-WAY
 BX0037'FENCE, 1.0 FOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 BX0037'ABOVE THE LEVEL OF THE HIGHWAY, A 3-INCH IRON PIPE BEARING A BRASS CAP
 BX0037'AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0015 ***********************************************************************
 BX0015  DESIGNATION -  G 26 6 BOLT
 BX0015  PID         -  BX0015
 BX0015  STATE/COUNTY-  LA/GRANT
 BX0015  USGS QUAD   -  POLLOCK (1985)
 BX0015
 BX0015                         *CURRENT SURVEY CONTROL
 BX0015  ___________________________________________________________________
 BX0015* NAD 83(1986)-  31 33 52.     (N)    092 24 31.     (W)     SCALED    
 BX0015* NAVD 88     -        57.30   (+/-2cm)     188.0    (feet)  VERTCON   
 BX0015  ___________________________________________________________________
 BX0015  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX0015
 BX0015  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0015
 BX0015.The horizontal coordinates were scaled from a topographic map and have
 BX0015.an estimated accuracy of +/- 6 seconds.
 BX0015
 BX0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0015.The vertical order pertains to the NGVD 29 superseded value.
 BX0015
 BX0015.The geoid height was determined by GEOID03.
 BX0015
 BX0015;                    North         East    Units  Estimated Accuracy
 BX0015;SPC LA N     -   118,020.    1,008,680.      MT  (+/- 180 meters Scaled)
 BX0015
 BX0015                          SUPERSEDED SURVEY CONTROL
 BX0015
 BX0015  NGVD 29 (??/??/??)   57.296  (m)          187.98   (f) ADJUSTED    1 2
 BX0015
 BX0015.Superseded values are not recommended for survey control.
 BX0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0015.See file dsdata.txt to determine how the superseded data were derived.
 BX0015
 BX0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561923(NAD 83)
 BX0015_MARKER: B = BOLT
 BX0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0015_SP_SET: CONCRETE SLAB
 BX0015_STAMPING: G 26.6
 BX0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0015
 BX0015  HISTORY     - Date     Condition        Report By
 BX0015  HISTORY     - UNK      MONUMENTED       DOD
 BX0015  HISTORY     - 1966     GOOD             CGS
 BX0015
 BX0015                          STATION DESCRIPTION
 BX0015
 BX0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0015'3.5 MI N FROM POLLOCK.
 BX0015'1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0015'POLLOCK, THENCE 2.45 MILES NORTH ALONG STATE HIGHWEAY 524, IN SECTION
 BX0015'19, T 7 N, R 1 E, ABOUT IN THE CENTER OF A DIRT MOUND AT THE WEST
 BX0015'CORNER OF AN ABANDONED CONCRETE FOUNDATION, 134 FEET NORTHEAST AND
 BX0015'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 42 FEET
 BX0015'NORTHWEST OF MILEPOST 577 ALONG THE MISSOURI PAVIFIC RAILROAD, 31 1/2
 BX0015'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 12 FEET
 BX0015'SOUTHWEST OF A FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 BX0015'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, A COPPER BOLT SET IN THE
 BX0015'TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH
 BX0015'IS HAD THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1
 BX0015'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0014 ***********************************************************************
 BX0014  DESIGNATION -  G 26 6 CAP
 BX0014  PID         -  BX0014
 BX0014  STATE/COUNTY-  LA/GRANT
 BX0014  USGS QUAD   -  POLLOCK (1985)
 BX0014
 BX0014                         *CURRENT SURVEY CONTROL
 BX0014  ___________________________________________________________________
 BX0014* NAD 83(1986)-  31 33 52.     (N)    092 24 30.     (W)     SCALED    
 BX0014* NAVD 88     -        58.54   (+/-2cm)     192.1    (feet)  VERTCON   
 BX0014  ___________________________________________________________________
 BX0014  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX0014
 BX0014  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0014
 BX0014.The horizontal coordinates were scaled from a topographic map and have
 BX0014.an estimated accuracy of +/- 6 seconds.
 BX0014
 BX0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0014.The vertical order pertains to the NGVD 29 superseded value.
 BX0014
 BX0014.The geoid height was determined by GEOID03.
 BX0014
 BX0014;                    North         East    Units  Estimated Accuracy
 BX0014;SPC LA N     -   118,020.    1,008,700.      MT  (+/- 180 meters Scaled)
 BX0014
 BX0014                          SUPERSEDED SURVEY CONTROL
 BX0014
 BX0014  NGVD 29 (??/??/??)   58.538  (m)          192.05   (f) ADJUSTED    1 2
 BX0014
 BX0014.Superseded values are not recommended for survey control.
 BX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0014.See file dsdata.txt to determine how the superseded data were derived.
 BX0014
 BX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561923(NAD 83)
 BX0014_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0014_STAMPING: G 26.6
 BX0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0014
 BX0014  HISTORY     - Date     Condition        Report By
 BX0014  HISTORY     - UNK      MONUMENTED       DOD
 BX0014  HISTORY     - 1966     GOOD             CGS
 BX0014  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 BX0014
 BX0014                          STATION DESCRIPTION
 BX0014
 BX0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0014'3.5 MI N FROM POLLOCK.
 BX0014'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0014'POLLOCK, THENCE 2.45 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0014'19, T 7 N, R 1 E, ABOUT IN THE CENTER OF A DIRT MOUND AT THE WEST
 BX0014'CORNER OF AN ABANDONED CONCRETE FOUNDATION, 134 FEET NORTHEAST AND
 BX0014'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 42 FEET
 BX0014'NORTHWEST OF MILEPOST 577 ALONG THE MISSOURI PACIFIC RAILROAD, 31 1/2
 BX0014'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 12 FEET
 BX0014'SOUTHWEST OF A FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE MAIN TRACK,
 BX0014'12 FEET SOUTHWEST OF A FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 BX0014'HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, A 3-INCH IRON PIPE
 BX0014'BEARING A BRASS CAP AND PROJECTING 1 FOOT.
 BX0014
 BX0014                          STATION RECOVERY (2004)
 BX0014
 BX0014'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0014'SIDE SPUR NOW EXISTS AND FOUNDATION IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0018 ***********************************************************************
 BX0018  DESIGNATION -  G 26 7 BOLT
 BX0018  PID         -  BX0018
 BX0018  STATE/COUNTY-  LA/GRANT
 BX0018  USGS QUAD   -  POLLOCK (1985)
 BX0018
 BX0018                         *CURRENT SURVEY CONTROL
 BX0018  ___________________________________________________________________
 BX0018* NAD 83(1986)-  31 33 58.     (N)    092 24 38.     (W)     SCALED    
 BX0018* NAVD 88     -        55.34   (+/-2cm)     181.6    (feet)  VERTCON   
 BX0018  ___________________________________________________________________
 BX0018  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX0018
 BX0018  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0018
 BX0018.The horizontal coordinates were scaled from a topographic map and have
 BX0018.an estimated accuracy of +/- 6 seconds.
 BX0018
 BX0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0018.The vertical order pertains to the NGVD 29 superseded value.
 BX0018
 BX0018.The geoid height was determined by GEOID03.
 BX0018
 BX0018;                    North         East    Units  Estimated Accuracy
 BX0018;SPC LA N     -   118,210.    1,008,490.      MT  (+/- 180 meters Scaled)
 BX0018
 BX0018                          SUPERSEDED SURVEY CONTROL
 BX0018
 BX0018  NGVD 29 (??/??/??)   55.339  (m)          181.56   (f) ADJUSTED    1 2
 BX0018
 BX0018.Superseded values are not recommended for survey control.
 BX0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0018.See file dsdata.txt to determine how the superseded data were derived.
 BX0018
 BX0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ559924(NAD 83)
 BX0018_MARKER: B = BOLT
 BX0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0018_SP_SET: CONCRETE SLAB
 BX0018_STAMPING: G 26.7
 BX0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0018
 BX0018  HISTORY     - Date     Condition        Report By
 BX0018  HISTORY     - UNK      MONUMENTED       DOD
 BX0018  HISTORY     - 1966     GOOD             CGS
 BX0018
 BX0018                          STATION DESCRIPTION
 BX0018
 BX0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0018'3.65 MI N FROM POLLOCK.
 BX0018'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0018'POLLOCK, THENCE 2.6 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0018'19, T 7 N, R 1 E, ABOUT 5 POLES NORTH OF MILEPOST 577 ALONG THE
 BX0018'MISSOURI PACIFIC RAILROAD, 52 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX0018'HIGHWAY, 45 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 BX0018'TRACK, 12 FEET SOUTHEAST OF A TELEPHONE POLE, 20 1/2 FEET NORTHEAST OF
 BX0018'A FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 3 1/2 FEET
 BX0018'BELOW THE LEVEL OF THE TRACK, A COPPER BOLT SET IN THE TOP OF A
 BX0018'CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD
 BX0018'THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 15
 BX0018'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0017 ***********************************************************************
 BX0017  DESIGNATION -  G 26 7 CAP
 BX0017  PID         -  BX0017
 BX0017  STATE/COUNTY-  LA/GRANT
 BX0017  USGS QUAD   -  POLLOCK (1985)
 BX0017
 BX0017                         *CURRENT SURVEY CONTROL
 BX0017  ___________________________________________________________________
 BX0017* NAD 83(1986)-  31 33 58.     (N)    092 24 38.     (W)     SCALED    
 BX0017* NAVD 88     -        56.59   (+/-2cm)     185.7    (feet)  VERTCON   
 BX0017  ___________________________________________________________________
 BX0017  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX0017
 BX0017  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0017
 BX0017.The horizontal coordinates were scaled from a topographic map and have
 BX0017.an estimated accuracy of +/- 6 seconds.
 BX0017
 BX0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0017.The vertical order pertains to the NGVD 29 superseded value.
 BX0017
 BX0017.The geoid height was determined by GEOID03.
 BX0017
 BX0017;                    North         East    Units  Estimated Accuracy
 BX0017;SPC LA N     -   118,210.    1,008,490.      MT  (+/- 180 meters Scaled)
 BX0017
 BX0017                          SUPERSEDED SURVEY CONTROL
 BX0017
 BX0017  NGVD 29 (??/??/??)   56.580  (m)          185.63   (f) ADJUSTED    1 2
 BX0017
 BX0017.Superseded values are not recommended for survey control.
 BX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0017.See file dsdata.txt to determine how the superseded data were derived.
 BX0017
 BX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ559924(NAD 83)
 BX0017_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0017_STAMPING: G 26.7
 BX0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0017
 BX0017  HISTORY     - Date     Condition        Report By
 BX0017  HISTORY     - UNK      MONUMENTED       DOD
 BX0017  HISTORY     - 1966     GOOD             CGS
 BX0017
 BX0017                          STATION DESCRIPTION
 BX0017
 BX0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0017'3.66 MI N FROM POLLOCK.
 BX0017'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0017'POLLOCK, THENCE 2.6 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0017'19, T 7 N, R 1 E, ABOUT 5 POLES NORTH OF MILEPOST 577 ALONG THE
 BX0017'MISSOURI PACIFIC RAILROAD, 52 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX0017'HIGHWAY, 45 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 BX0017'TRACK, 12 FEET SOUTHEAST OF A TELEPHONE POLE, 20 1/2 FEET NORTHEAST OF
 BX0017'A FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 3 1/2 FEET
 BX0017'BELOW THE LEVEL OF THE TRACK, A 3-INCH IRON PIPE BEARING A BRASS CAP
 BX0017'AND PROJECTING 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0027 ***********************************************************************
 BX0027  DESIGNATION -  G 26 8 BOLT
 BX0027  PID         -  BX0027
 BX0027  STATE/COUNTY-  LA/GRANT
 BX0027  USGS QUAD   -  POLLOCK (1985)
 BX0027
 BX0027                         *CURRENT SURVEY CONTROL
 BX0027  ___________________________________________________________________
 BX0027* NAD 83(1986)-  31 35 42.     (N)    092 25 02.     (W)     SCALED    
 BX0027* NAVD 88     -        60.69   (+/-2cm)     199.1    (feet)  VERTCON   
 BX0027  ___________________________________________________________________
 BX0027  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX0027
 BX0027  VERT ORDER  -  ? (See Below)
 BX0027
 BX0027.The horizontal coordinates were scaled from a topographic map and have
 BX0027.an estimated accuracy of +/- 6 seconds.
 BX0027
 BX0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0027.The vertical order pertains to the NGVD 29 superseded value.
 BX0027
 BX0027.The geoid height was determined by GEOID03.
 BX0027
 BX0027;                    North         East    Units  Estimated Accuracy
 BX0027;SPC LA N     -   121,410.    1,007,860.      MT  (+/- 180 meters Scaled)
 BX0027
 BX0027                          SUPERSEDED SURVEY CONTROL
 BX0027
 BX0027  NGVD 29 (??/??/??)   60.689  (m)          199.11   (f) ADJUSTED    ?  
 BX0027
 BX0027.Superseded values are not recommended for survey control.
 BX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0027.See file dsdata.txt to determine how the superseded data were derived.
 BX0027
 BX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ552956(NAD 83)
 BX0027_MARKER: B = BOLT
 BX0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0027_SP_SET: STONE
 BX0027_STAMPING: G 26-8
 BX0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0027+STABILITY: SURFACE MOTION
 BX0027
 BX0027  HISTORY     - Date     Condition        Report By
 BX0027  HISTORY     - UNK      MONUMENTED       DOD
 BX0027  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0027
 BX0027                          STATION DESCRIPTION
 BX0027
 BX0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0027'5.85 MI N FROM POLLOCK.
 BX0027'2.2 MILES NORTH ALONG U.S. HWY. 165.  ON THE TOP OF A HILL SOUTH OF
 BX0027'SPRING CREEK, 322 FEET WEST OF A BLAZED 16-INCH PINE TREE JUST WEST OF
 BX0027'THE HIGHWAY, 174 FEET EAST OF A 12-INCH PINE TREE, 84 FEET SOUTH OF A
 BX0027'10-INCH PINE TREE, 55 FEET SOUTH OF A 14-INCH PINE TREE, AND 49 FEET
 BX0027'NORTH OF A 16-INCH PINE TREE.  A COPPER BOLT, SET IN THE TOP OF A
 BX0027'STONE 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BX0027'PROJECTING ABOUT 2 INCHES ABOVE GROUND AND BEARING A CORPS OF
 BX0027'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0026 ***********************************************************************
 BX0026  DESIGNATION -  G 26 8 CAP
 BX0026  PID         -  BX0026
 BX0026  STATE/COUNTY-  LA/GRANT
 BX0026  USGS QUAD   -  POLLOCK (1985)
 BX0026
 BX0026                         *CURRENT SURVEY CONTROL
 BX0026  ___________________________________________________________________
 BX0026* NAD 83(1986)-  31 35 42.     (N)    092 25 03.     (W)     SCALED    
 BX0026* NAVD 88     -        61.91   (+/-2cm)     203.1    (feet)  VERTCON   
 BX0026  ___________________________________________________________________
 BX0026  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX0026
 BX0026  VERT ORDER  -  ? (See Below)
 BX0026
 BX0026.The horizontal coordinates were scaled from a topographic map and have
 BX0026.an estimated accuracy of +/- 6 seconds.
 BX0026
 BX0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0026.The vertical order pertains to the NGVD 29 superseded value.
 BX0026
 BX0026.The geoid height was determined by GEOID03.
 BX0026
 BX0026;                    North         East    Units  Estimated Accuracy
 BX0026;SPC LA N     -   121,410.    1,007,830.      MT  (+/- 180 meters Scaled)
 BX0026
 BX0026                          SUPERSEDED SURVEY CONTROL
 BX0026
 BX0026  NGVD 29 (??/??/??)   61.904  (m)          203.10   (f) ADJUSTED    ?  
 BX0026
 BX0026.Superseded values are not recommended for survey control.
 BX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0026.See file dsdata.txt to determine how the superseded data were derived.
 BX0026
 BX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ552956(NAD 83)
 BX0026_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0026_STAMPING: G 26-8
 BX0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0026
 BX0026  HISTORY     - Date     Condition        Report By
 BX0026  HISTORY     - UNK      MONUMENTED       DOD
 BX0026  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0026
 BX0026                          STATION DESCRIPTION
 BX0026
 BX0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0026'5.85 MI N FROM POLLOCK.
 BX0026'2.2 MILES NORTH ALONG U.S. HWY. 165.  ON THE TOP OF A HILL SOUTH OF
 BX0026'SPRING CREEK, 322 FEET WEST OF A BLAZED 16-INCH PINE TREE JUST WEST OF
 BX0026'THE HIGHWAY, 174 FEET EAST OF A 12-INCH PINE TREE, 84 FEET SOUTH OF A
 BX0026'10-INCH PINE TREE, 55 FEET SOUTH OF A 14-INCH PINE TREE, AND 49 FEET
 BX0026'NORTH OF A 16-INCH PINE TREE.  AN IRON PIPE PROJECTING ABOUT 2 INCHES
 BX0026'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BX0026'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0035 ***********************************************************************
 BX0035  DESIGNATION -  G 26 9 BOLT
 BX0035  PID         -  BX0035
 BX0035  STATE/COUNTY-  LA/GRANT
 BX0035  USGS QUAD   -  MUDVILLE (1985)
 BX0035
 BX0035                         *CURRENT SURVEY CONTROL
 BX0035  ___________________________________________________________________
 BX0035* NAD 83(1986)-  31 38 42.     (N)    092 25 49.     (W)     SCALED    
 BX0035* NAVD 88     -        39.89   (+/-2cm)     130.9    (feet)  VERTCON   
 BX0035  ___________________________________________________________________
 BX0035  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX0035
 BX0035  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0035
 BX0035.The horizontal coordinates were scaled from a topographic map and have
 BX0035.an estimated accuracy of +/- 6 seconds.
 BX0035
 BX0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0035.The vertical order pertains to the NGVD 29 superseded value.
 BX0035
 BX0035.The geoid height was determined by GEOID03.
 BX0035
 BX0035;                    North         East    Units  Estimated Accuracy
 BX0035;SPC LA N     -   126,950.    1,006,610.      MT  (+/- 180 meters Scaled)
 BX0035
 BX0035                          SUPERSEDED SURVEY CONTROL
 BX0035
 BX0035  NGVD 29 (??/??/??)   39.895  (m)          130.89   (f) ADJUSTED    1 2
 BX0035
 BX0035.Superseded values are not recommended for survey control.
 BX0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0035.See file dsdata.txt to determine how the superseded data were derived.
 BX0035
 BX0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR540012(NAD 83)
 BX0035_MARKER: B = BOLT
 BX0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0035_SP_SET: CONCRETE SLAB
 BX0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0035
 BX0035  HISTORY     - Date     Condition        Report By
 BX0035  HISTORY     - UNK      MONUMENTED       DOD
 BX0035  HISTORY     - 1966     GOOD             CGS
 BX0035
 BX0035                          STATION DESCRIPTION
 BX0035
 BX0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0035'9.55 MI SW FROM GEORGETOWN.
 BX0035'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0035'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST
 BX0035'ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165,
 BX0035'THENCE 3.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 BX0035'SOUTH ALONG STATE HIGHWAY 52 OR ABOUT 1.05 MILES NORTH ALONG U.S.
 BX0035'HIGHWAY 165 FROM THE POST OFFICE AT POLLOCK, THENCE 8.65 MILES NORTH
 BX0035'ALONG STATE HIGHWAY 524, IN SECTION 25, T 8 N, R 1 W, 33 FEET WEST OF
 BX0035'THE CENTER LINE OF THE HIGHWAY, 37 FEET SOUTH OF A 26-INCH OAK TREE,
 BX0035'23 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE WHICH IS THE ROY
 BX0035'NUGENT RESIDENCE, 13 FEET NORTH OF A POWER POLE, 9 1/2 FEET NORTH OF A
 BX0035'10-INCH CEDAR TREE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 BX0035'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 BX0035'GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A
 BX0035'BRASS CAP AND PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0034 ***********************************************************************
 BX0034  DESIGNATION -  G 26 9 CAP
 BX0034  PID         -  BX0034
 BX0034  STATE/COUNTY-  LA/GRANT
 BX0034  USGS QUAD   -  MUDVILLE (1985)
 BX0034
 BX0034                         *CURRENT SURVEY CONTROL
 BX0034  ___________________________________________________________________
 BX0034* NAD 83(1986)-  31 38 42.     (N)    092 25 49.     (W)     SCALED    
 BX0034* NAVD 88     -        41.13   (+/-2cm)     134.9    (feet)  VERTCON   
 BX0034  ___________________________________________________________________
 BX0034  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX0034
 BX0034  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0034
 BX0034.The horizontal coordinates were scaled from a topographic map and have
 BX0034.an estimated accuracy of +/- 6 seconds.
 BX0034
 BX0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0034.The vertical order pertains to the NGVD 29 superseded value.
 BX0034
 BX0034.The geoid height was determined by GEOID03.
 BX0034
 BX0034;                    North         East    Units  Estimated Accuracy
 BX0034;SPC LA N     -   126,950.    1,006,610.      MT  (+/- 180 meters Scaled)
 BX0034
 BX0034                          SUPERSEDED SURVEY CONTROL
 BX0034
 BX0034  NGVD 29 (??/??/??)   41.136  (m)          134.96   (f) ADJUSTED    1 2
 BX0034
 BX0034.Superseded values are not recommended for survey control.
 BX0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0034.See file dsdata.txt to determine how the superseded data were derived.
 BX0034
 BX0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR540012(NAD 83)
 BX0034_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0034
 BX0034  HISTORY     - Date     Condition        Report By
 BX0034  HISTORY     - UNK      MONUMENTED       DOD
 BX0034  HISTORY     - 1966     GOOD             CGS
 BX0034
 BX0034                          STATION DESCRIPTION
 BX0034
 BX0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0034'9.55 MI SW FROM GEORGETOWN.
 BX0034'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0034'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST
 BX0034'ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165,
 BX0034'THENCE 3.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 BX0034'SOUTH ALONG STATE HIGHWAY 524 OR ABOUT 1.05 MILES NORTH ALONG U.S.
 BX0034'HIGHWAY 165 FROM THE POST OFFICE AT POLLOCK, THENCE 8.65 MILES NORTH
 BX0034'ALONG STATE HIGHWAY 524 IN SECTION 25, T 8 N, R 1 W, 33 FEET WEST OF
 BX0034'THE CENTER LINE OF THE HIGHWAY, 37 FEET SOUTH OF A 26-INCH OAK TREE,
 BX0034'23 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE WHICH IS THE ROY
 BX0034'NUGENT RESIDENCE, 13 FEET NORTH OF A POWER POLE, 9 1/2 FEET NORTH OF A
 BX0034'10-INCH CEDAR TREE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 BX0034'3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT ABOVE THE
 BX0034'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1819 ***********************************************************************
 CQ1819  DESIGNATION -  G 260
 CQ1819  PID         -  CQ1819
 CQ1819  STATE/COUNTY-  LA/CADDO
 CQ1819  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1819
 CQ1819                         *CURRENT SURVEY CONTROL
 CQ1819  ___________________________________________________________________
 CQ1819* NAD 83(1986)-  32 21 07.     (N)    093 37 49.     (W)     SCALED    
 CQ1819* NAVD 88     -        46.945  (meters)     154.02   (feet)  ADJUSTED  
 CQ1819  ___________________________________________________________________
 CQ1819  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1819  DYNAMIC HT  -          46.891 (meters)     153.84  (feet)  COMP
 CQ1819  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CQ1819
 CQ1819  VERT ORDER  -  FIRST     CLASS I
 CQ1819
 CQ1819.The horizontal coordinates were scaled from a topographic map and have
 CQ1819.an estimated accuracy of +/- 6 seconds.
 CQ1819
 CQ1819.The orthometric height was determined by differential leveling
 CQ1819.and adjusted by the National Geodetic Survey in February 1994..
 CQ1819
 CQ1819.The geoid height was determined by GEOID03.
 CQ1819
 CQ1819.The dynamic height is computed by dividing the NAVD 88
 CQ1819.geopotential number by the normal gravity value computed on the
 CQ1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1819.degrees latitude (g = 980.6199 gals.).
 CQ1819
 CQ1819.The modeled gravity was interpolated from observed gravity values.
 CQ1819
 CQ1819;                    North         East    Units  Estimated Accuracy
 CQ1819;SPC LA N     -   205,890.      893,610.      MT  (+/- 180 meters Scaled)
 CQ1819
 CQ1819                          SUPERSEDED SURVEY CONTROL
 CQ1819
 CQ1819  NAVD 88 (06/15/91)   46.948  (m)          154.03   (f) UNKNOWN     1 1
 CQ1819  NGVD 29 (??/??/??)   47.007  (m)          154.22   (f) ADJUSTED    1 1
 CQ1819
 CQ1819.Superseded values are not recommended for survey control.
 CQ1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1819.See file dsdata.txt to determine how the superseded data were derived.
 CQ1819
 CQ1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR406796(NAD 83)
 CQ1819_MARKER: DB = BENCH MARK DISK
 CQ1819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1819_SP_SET: CULVERT
 CQ1819_STAMPING: G 260 1969
 CQ1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1819
 CQ1819  HISTORY     - Date     Condition        Report By
 CQ1819  HISTORY     - 1969     MONUMENTED       CGS
 CQ1819  HISTORY     - 1977     GOOD             NGS
 CQ1819  HISTORY     - 1985     GOOD             USPSQD
 CQ1819  HISTORY     - 1987     GOOD             USPSQD
 CQ1819  HISTORY     - 1989     GOOD             USPSQD
 CQ1819  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1819
 CQ1819                          STATION DESCRIPTION
 CQ1819
 CQ1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1819'9.1 MI SE FROM SHREVEPORT.
 CQ1819'ABOUT 9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1819'STATION POST OFFICE AT SHREVEPORT, IN SECTION 30, T 16 N, R 12 W, 0.3
 CQ1819'MILE NORTHWEST OF THE CROSSING OF THE TEXAS AND PACIFIC RAILROAD AND A
 CQ1819'ROAD WHICH LEADS WEST TO GAYLES, 95 FEET SOUTHWEST OF THE CENTER LINE
 CQ1819'OF THE HIGHWAY, 14 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE
 CQ1819'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 CQ1819'CONCRETE BOX CULVERT UNDER THE RAILROAD, ABOUT 1 FOOT BELOW THE LEVEL
 CQ1819'OF THE HIGHWAY, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 CQ1819
 CQ1819                          STATION RECOVERY (1977)
 CQ1819
 CQ1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1819'RECOVERED IN GOOD CONDITION.
 CQ1819
 CQ1819                          STATION RECOVERY (1985)
 CQ1819
 CQ1819'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1819'ABOUT 8.9 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1819'POST OFFICE. SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1819'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1819
 CQ1819                          STATION RECOVERY (1987)
 CQ1819
 CQ1819'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1819'RECOVERED IN GOOD CONDITION.
 CQ1819
 CQ1819                          STATION RECOVERY (1989)
 CQ1819
 CQ1819'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1819'RECOVERED IN GOOD CONDITION.
 CQ1819
 CQ1819                          STATION RECOVERY (2000)
 CQ1819
 CQ1819'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1490 ***********************************************************************
 CQ1490  DESIGNATION -  G 261
 CQ1490  PID         -  CQ1490
 CQ1490  STATE/COUNTY-  LA/RED RIVER
 CQ1490  USGS QUAD   -  HARMON (1980)
 CQ1490
 CQ1490                         *CURRENT SURVEY CONTROL
 CQ1490  ___________________________________________________________________
 CQ1490* NAD 83(1986)-  32 06 43.     (N)    093 28 48.     (W)     SCALED    
 CQ1490* NAVD 88     -        41.600  (meters)     136.48   (feet)  ADJUSTED  
 CQ1490  ___________________________________________________________________
 CQ1490  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1490  DYNAMIC HT  -          41.552 (meters)     136.33  (feet)  COMP
 CQ1490  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CQ1490
 CQ1490  VERT ORDER  -  FIRST     CLASS I
 CQ1490
 CQ1490.The horizontal coordinates were scaled from a topographic map and have
 CQ1490.an estimated accuracy of +/- 6 seconds.
 CQ1490
 CQ1490.The orthometric height was determined by differential leveling
 CQ1490.and adjusted by the National Geodetic Survey in February 1994..
 CQ1490
 CQ1490.The geoid height was determined by GEOID03.
 CQ1490
 CQ1490.The dynamic height is computed by dividing the NAVD 88
 CQ1490.geopotential number by the normal gravity value computed on the
 CQ1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1490.degrees latitude (g = 980.6199 gals.).
 CQ1490
 CQ1490.The modeled gravity was interpolated from observed gravity values.
 CQ1490
 CQ1490;                    North         East    Units  Estimated Accuracy
 CQ1490;SPC LA N     -   179,140.      907,520.      MT  (+/- 180 meters Scaled)
 CQ1490
 CQ1490                          SUPERSEDED SURVEY CONTROL
 CQ1490
 CQ1490  NAVD 88 (06/15/91)   41.600  (m)          136.48   (f) UNKNOWN     1 1
 CQ1490  NGVD 29 (??/??/??)   41.659  (m)          136.68   (f) ADJUSTED    1 1
 CQ1490
 CQ1490.Superseded values are not recommended for survey control.
 CQ1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1490.See file dsdata.txt to determine how the superseded data were derived.
 CQ1490
 CQ1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR547529(NAD 83)
 CQ1490_MARKER: DB = BENCH MARK DISK
 CQ1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1490_STAMPING: G 261 1969
 CQ1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1490+STABILITY: SURFACE MOTION
 CQ1490
 CQ1490  HISTORY     - Date     Condition        Report By
 CQ1490  HISTORY     - 1969     MONUMENTED       CGS
 CQ1490  HISTORY     - 1977     GOOD             NGS
 CQ1490  HISTORY     - 1987     GOOD             USPSQD
 CQ1490  HISTORY     - 19970916 GOOD             USPSQD
 CQ1490
 CQ1490                          STATION DESCRIPTION
 CQ1490
 CQ1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1490'12.3 MI NW FROM COUSHATTA.
 CQ1490'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1490'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1490'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 1.75 MILES NORTH
 CQ1490'ALONG STATE HIGHWAY 1, IN SECTION 15, T 13 N, R 11 W, 201 1/2 FEET
 CQ1490'WEST AND ACROSS THE TEXAS AND PACIFIC RAILROAD FROM THE CENTER LINE OF
 CQ1490'THE HIGHWAY, 1 1/2 POLES SOUTH OF MILEPOST 283, 68 1/2 FEET NORTHWEST
 CQ1490'OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A DIRT ROAD, 51 FEET
 CQ1490'NORTH OF THE CENTER LINE OF THE DIRT ROAD, 45 FEET WEST OF THE WEST
 CQ1490'RAIL, 27 FEET NORTH OF A POWER POLE, 23 1/2 FEET NORTH OF A CORNER
 CQ1490'FENCE POST, 2 FEET EAST OF A FENCE, 1.4 FEET WEST OF A METAL WITNESS
 CQ1490'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 CQ1490'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 CQ1490'THE GROUND.
 CQ1490
 CQ1490                          STATION RECOVERY (1977)
 CQ1490
 CQ1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1490'RECOVERED IN GOOD CONDITION.
 CQ1490
 CQ1490                          STATION RECOVERY (1987)
 CQ1490
 CQ1490'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1490'RECOVERED IN GOOD CONDITION.
 CQ1490
 CQ1490                          STATION RECOVERY (1997)
 CQ1490
 CQ1490'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1081 ***********************************************************************
 BX1081  DESIGNATION -  G 262
 BX1081  PID         -  BX1081
 BX1081  STATE/COUNTY-  LA/GRANT
 BX1081  USGS QUAD   -  BOYCE (1992)
 BX1081
 BX1081                         *CURRENT SURVEY CONTROL
 BX1081  ___________________________________________________________________
 BX1081* NAD 83(1986)-  31 25 11.     (N)    092 40 20.     (W)     SCALED    
 BX1081* NAVD 88     -        27.637  (meters)      90.67   (feet)  ADJUSTED  
 BX1081  ___________________________________________________________________
 BX1081  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1081  DYNAMIC HT  -          27.603 (meters)      90.56  (feet)  COMP
 BX1081  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 BX1081
 BX1081  VERT ORDER  -  FIRST     CLASS I
 BX1081
 BX1081.The horizontal coordinates were scaled from a topographic map and have
 BX1081.an estimated accuracy of +/- 6 seconds.
 BX1081
 BX1081.The orthometric height was determined by differential leveling
 BX1081.and adjusted by the National Geodetic Survey in February 1994..
 BX1081
 BX1081.The geoid height was determined by GEOID03.
 BX1081
 BX1081.The dynamic height is computed by dividing the NAVD 88
 BX1081.geopotential number by the normal gravity value computed on the
 BX1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1081.degrees latitude (g = 980.6199 gals.).
 BX1081
 BX1081.The modeled gravity was interpolated from observed gravity values.
 BX1081
 BX1081;                    North         East    Units  Estimated Accuracy
 BX1081;SPC LA N     -   101,990.      983,630.      MT  (+/- 180 meters Scaled)
 BX1081
 BX1081                          SUPERSEDED SURVEY CONTROL
 BX1081
 BX1081  NAVD 88 (06/15/91)   27.636  (m)           90.67   (f) UNKNOWN     1 1
 BX1081  NGVD 29 (??/??/??)   27.637  (m)           90.67   (f) ADJUSTED    1 1
 BX1081
 BX1081.Superseded values are not recommended for survey control.
 BX1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1081.See file dsdata.txt to determine how the superseded data were derived.
 BX1081
 BX1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ311761(NAD 83)
 BX1081_MARKER: DB = BENCH MARK DISK
 BX1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1081_SP_SET: CULVERT
 BX1081_STAMPING: G 262 1969
 BX1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1081
 BX1081  HISTORY     - Date     Condition        Report By
 BX1081  HISTORY     - 1969     MONUMENTED       CGS
 BX1081  HISTORY     - 1977     GOOD             NGS
 BX1081
 BX1081                          STATION DESCRIPTION
 BX1081
 BX1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1081'2.5 MI N FROM BOYCE.
 BX1081'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1081'BOYCE, 0.1 MILE NORTH OF THE ISRAELITE BAPTIST CHURCH, 17 1/2 FEET
 BX1081'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 BX1081'END OF THE WEST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE
 BX1081'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 BX1081
 BX1081                          STATION RECOVERY (1977)
 BX1081
 BX1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1055 ***********************************************************************
 BK1055  DESIGNATION -  G 263
 BK1055  PID         -  BK1055
 BK1055  STATE/COUNTY-  LA/ALLEN
 BK1055  USGS QUAD   -  OAKDALE (1993)
 BK1055
 BK1055                         *CURRENT SURVEY CONTROL
 BK1055  ___________________________________________________________________
 BK1055* NAD 83(1986)-  30 50 55.     (N)    092 38 51.     (W)     SCALED    
 BK1055* NAVD 88     -        38.320  (meters)     125.72   (feet)  ADJUSTED  
 BK1055  ___________________________________________________________________
 BK1055  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK1055  DYNAMIC HT  -          38.271 (meters)     125.56  (feet)  COMP
 BK1055  MODELED GRAV-     979,368.1   (mgal)                       NAVD 88
 BK1055
 BK1055  VERT ORDER  -  FIRST     CLASS I
 BK1055
 BK1055.The horizontal coordinates were scaled from a topographic map and have
 BK1055.an estimated accuracy of +/- 6 seconds.
 BK1055
 BK1055.The orthometric height was determined by differential leveling
 BK1055.and adjusted by the National Geodetic Survey in February 1994..
 BK1055
 BK1055.The geoid height was determined by GEOID03.
 BK1055
 BK1055.The dynamic height is computed by dividing the NAVD 88
 BK1055.geopotential number by the normal gravity value computed on the
 BK1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1055.degrees latitude (g = 980.6199 gals.).
 BK1055
 BK1055.The modeled gravity was interpolated from observed gravity values.
 BK1055
 BK1055;                    North         East    Units  Estimated Accuracy
 BK1055;SPC LA S     -   261,060.      874,290.      MT  (+/- 180 meters Scaled)
 BK1055
 BK1055                          SUPERSEDED SURVEY CONTROL
 BK1055
 BK1055  NAVD 88 (06/15/91)   38.312  (m)          125.70   (f) UNKNOWN     1 1
 BK1055  NGVD 29 (??/??/??)   38.296  (m)          125.64   (f) ADJUSTED    1 1
 BK1055
 BK1055.Superseded values are not recommended for survey control.
 BK1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1055.See file dsdata.txt to determine how the superseded data were derived.
 BK1055
 BK1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ337128(NAD 83)
 BK1055_MARKER: DB = BENCH MARK DISK
 BK1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1055_STAMPING: G 263 1969
 BK1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1055+STABILITY: SURFACE MOTION
 BK1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1055+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 BK1055
 BK1055  HISTORY     - Date     Condition        Report By
 BK1055  HISTORY     - 1969     MONUMENTED       CGS
 BK1055  HISTORY     - 1970     GOOD             NGS
 BK1055  HISTORY     - 20050422 GOOD             USPSQD
 BK1055
 BK1055                          STATION DESCRIPTION
 BK1055
 BK1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1055'2.35 MI NE FROM OAKDALE.
 BK1055'ABOUT 2.35 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1055'THE STATION AT OAKDALE, IN SECTION 26, T 2 S, R 3 W, 86 FEET SOUTHWEST
 BK1055'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 37 1/2
 BK1055'FEET NORTHWEST OF THE NORTHWEST RAIL, 70 1/2 FEET SOUTHEAST OF THE
 BK1055'CENTER LINE OF U.S. HIGHWAY 165, 3 FEET NORTHEAST OF A TELEPHONE POLE,
 BK1055'250 FEET EAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE
 BK1055'CENTRAL FUNERAL HOME BUILDING, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 BK1055'POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL OF
 BK1055'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 BK1055'INCHES ABOVE THE SURFACE OF THE GROUND.
 BK1055
 BK1055                          STATION RECOVERY (2005)
 BK1055
 BK1055'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1818 ***********************************************************************
 BX1818  DESIGNATION -  G 264
 BX1818  PID         -  BX1818
 BX1818  STATE/COUNTY-  LA/RED RIVER
 BX1818  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1818
 BX1818                         *CURRENT SURVEY CONTROL
 BX1818  ___________________________________________________________________
 BX1818* NAD 83(1986)-  31 58 59.     (N)    093 14 36.     (W)     SCALED    
 BX1818* NAVD 88     -        53.83   (+/-2cm)     176.6    (feet)  VERTCON   
 BX1818  ___________________________________________________________________
 BX1818  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1818
 BX1818  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1818
 BX1818.The horizontal coordinates were scaled from a topographic map and have
 BX1818.an estimated accuracy of +/- 6 seconds.
 BX1818
 BX1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1818.The vertical order pertains to the NGVD 29 superseded value.
 BX1818
 BX1818.The geoid height was determined by GEOID03.
 BX1818
 BX1818;                    North         East    Units  Estimated Accuracy
 BX1818;SPC LA N     -   164,680.      929,750.      MT  (+/- 180 meters Scaled)
 BX1818
 BX1818                          SUPERSEDED SURVEY CONTROL
 BX1818
 BX1818  NGVD 29 (??/??/??)   53.878  (m)          176.76   (f) ADJUSTED    1 1
 BX1818
 BX1818.Superseded values are not recommended for survey control.
 BX1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1818.See file dsdata.txt to determine how the superseded data were derived.
 BX1818
 BX1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR770385(NAD 83)
 BX1818_MARKER: DB = BENCH MARK DISK
 BX1818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1818_SP_SET: CULVERT
 BX1818_STAMPING: G 264 1969
 BX1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1818+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1818
 BX1818  HISTORY     - Date     Condition        Report By
 BX1818  HISTORY     - 1969     MONUMENTED       CGS
 BX1818  HISTORY     - 20010922 GOOD             USPSQD
 BX1818  HISTORY     - 20060610 GOOD             USPSQD
 BX1818
 BX1818                          STATION DESCRIPTION
 BX1818
 BX1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1818'6.8 MI SE FROM COUSHATTA.
 BX1818'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1818'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 BX1818'THENCE 5.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 BX1818'36, T 12 N, R 9 W, 107 FEET EAST OF THE CENTER OF THE JUNCTION OF THE
 BX1818'HIGHWAY AND A PRIVATE ROAD WHICH LEADS NORTH, 34 1/2 FEET SOUTH OF THE
 BX1818'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTH
 BX1818'CONCRETE HEADWALL OF A THREE-CHANNEL CONCRETE CULVERT, AND ABOUT 4
 BX1818'FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX1818
 BX1818                          STATION RECOVERY (2001)
 BX1818
 BX1818'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1818'RECOVERED IN GOOD CONDITION.
 BX1818
 BX1818                          STATION RECOVERY (2006)
 BX1818
 BX1818'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX1818'SIDE ROAD NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1826 ***********************************************************************
 BX1826  DESIGNATION -  G 265
 BX1826  PID         -  BX1826
 BX1826  STATE/COUNTY-  LA/NATCHITOCHES
 BX1826  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1826
 BX1826                         *CURRENT SURVEY CONTROL
 BX1826  ___________________________________________________________________
 BX1826* NAD 83(1986)-  31 56 12.     (N)    093 09 06.     (W)     SCALED    
 BX1826* NAVD 88     -        44.64   (+/-2cm)     146.5    (feet)  VERTCON   
 BX1826  ___________________________________________________________________
 BX1826  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1826
 BX1826  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1826
 BX1826.The horizontal coordinates were scaled from a topographic map and have
 BX1826.an estimated accuracy of +/- 6 seconds.
 BX1826
 BX1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1826.The vertical order pertains to the NGVD 29 superseded value.
 BX1826
 BX1826.The geoid height was determined by GEOID03.
 BX1826
 BX1826;                    North         East    Units  Estimated Accuracy
 BX1826;SPC LA N     -   159,480.      938,390.      MT  (+/- 180 meters Scaled)
 BX1826
 BX1826                          SUPERSEDED SURVEY CONTROL
 BX1826
 BX1826  NGVD 29 (??/??/??)   44.692  (m)          146.63   (f) ADJUSTED    1 1
 BX1826
 BX1826.Superseded values are not recommended for survey control.
 BX1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1826.See file dsdata.txt to determine how the superseded data were derived.
 BX1826
 BX1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR856334(NAD 83)
 BX1826_MARKER: DB = BENCH MARK DISK
 BX1826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1826_SP_SET: CULVERT
 BX1826_STAMPING: G 265 1969
 BX1826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1826+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1826
 BX1826  HISTORY     - Date     Condition        Report By
 BX1826  HISTORY     - 1969     MONUMENTED       CGS
 BX1826  HISTORY     - 1986     GOOD             USPSQD
 BX1826  HISTORY     - 19950507 GOOD             USPSQD
 BX1826  HISTORY     - 20010922 GOOD             USPSQD
 BX1826  HISTORY     - 20060610 GOOD             USPSQD
 BX1826
 BX1826                          STATION DESCRIPTION
 BX1826
 BX1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1826'4.55 MI NW FROM CAMPTI.
 BX1826'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1826'AT CAMPTI, THENCE 4.3 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1826'IN SECTION 13, T 11 N, R 8 W, 25 1/2 FEET SOUTHEAST OF THE CENTER LINE
 BX1826'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST
 BX1826'CONCRETE HEADWALL OF A SEVEN-CHANNEL CONCRETE CULVERT, AND ABOUT LEVEL
 BX1826'WITH THE HIGHWAY.
 BX1826
 BX1826                          STATION RECOVERY (1986)
 BX1826
 BX1826'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGC)
 BX1826'RECOVERED IN GOOD CONDITION.
 BX1826
 BX1826                          STATION RECOVERY (1995)
 BX1826
 BX1826'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1826'RECOVERED IN GOOD CONDITION.
 BX1826
 BX1826                          STATION RECOVERY (2001)
 BX1826
 BX1826'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1826'RECOVERED IN GOOD CONDITION.
 BX1826
 BX1826                          STATION RECOVERY (2006)
 BX1826
 BX1826'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0723 ***********************************************************************
 BK0723  DESIGNATION -  G 266
 BK0723  PID         -  BK0723
 BK0723  STATE/COUNTY-  LA/ALLEN
 BK0723  USGS QUAD   -  KINDER (1994)
 BK0723
 BK0723                         *CURRENT SURVEY CONTROL
 BK0723  ___________________________________________________________________
 BK0723* NAD 83(1986)-  30 27 20.     (N)    092 51 58.     (W)     SCALED    
 BK0723* NAVD 88     -        12.269  (meters)      40.25   (feet)  ADJUSTED  
 BK0723  ___________________________________________________________________
 BK0723  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0723  DYNAMIC HT  -          12.253 (meters)      40.20  (feet)  COMP
 BK0723  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 BK0723
 BK0723  VERT ORDER  -  FIRST     CLASS I
 BK0723
 BK0723.The horizontal coordinates were scaled from a topographic map and have
 BK0723.an estimated accuracy of +/- 6 seconds.
 BK0723
 BK0723.The orthometric height was determined by differential leveling
 BK0723.and adjusted by the National Geodetic Survey in February 1994..
 BK0723
 BK0723.The geoid height was determined by GEOID03.
 BK0723
 BK0723.The dynamic height is computed by dividing the NAVD 88
 BK0723.geopotential number by the normal gravity value computed on the
 BK0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0723.degrees latitude (g = 980.6199 gals.).
 BK0723
 BK0723.The modeled gravity was interpolated from observed gravity values.
 BK0723
 BK0723;                    North         East    Units  Estimated Accuracy
 BK0723;SPC LA S     -   217,750.      852,800.      MT  (+/- 180 meters Scaled)
 BK0723
 BK0723                          SUPERSEDED SURVEY CONTROL
 BK0723
 BK0723  NAVD 88 (06/15/91)   12.252  (m)           40.20   (f) UNKNOWN     1 1
 BK0723  NGVD 29 (??/??/??)   12.233  (m)           40.13   (f) ADJUSTED    1 1
 BK0723
 BK0723.Superseded values are not recommended for survey control.
 BK0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0723.See file dsdata.txt to determine how the superseded data were derived.
 BK0723
 BK0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP128692(NAD 83)
 BK0723_MARKER: DB = BENCH MARK DISK
 BK0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0723_STAMPING: G 266 1969
 BK0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0723+STABILITY: SURFACE MOTION
 BK0723
 BK0723  HISTORY     - Date     Condition        Report By
 BK0723  HISTORY     - 1969     MONUMENTED       CGS
 BK0723  HISTORY     - 1970     GOOD             NGS
 BK0723  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0723
 BK0723                          STATION DESCRIPTION
 BK0723
 BK0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0723'2.7 MI SW FROM KINDER.
 BK0723'ABOUT 2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0723'PACIFIC RAILROAD STATION AT KINDER, 134 1/2 FEET SOUTHEAST AND ACROSS
 BK0723'THE MISSOURI PACIFIC RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 45
 BK0723'1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 106 FEET NORTHEAST OF THE
 BK0723'CENTER OF A GATE AT THE ENTRANCE TO A FIELD, 8 1/2 FEET SOUTHWEST OF A
 BK0723'POWER POLE, 1 FOOT NORTHWEST OF A FENCE, 1.2 FEET SOUTHEAST OF A METAL
 BK0723'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 BK0723'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 BK0723'OF THE GROUND.  SECTION 10, T 7S, R 5W.
 BK0723
 BK0723                          STATION RECOVERY (2002)
 BK0723
 BK0723'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1722 ***********************************************************************
 BK1722  DESIGNATION -  G 269
 BK1722  PID         -  BK1722
 BK1722  STATE/COUNTY-  LA/CALCASIEU
 BK1722  USGS QUAD   -  VINTON (1994)
 BK1722
 BK1722                         *CURRENT SURVEY CONTROL
 BK1722  ___________________________________________________________________
 BK1722* NAD 83(1986)-  30 10 42.     (N)    093 36 14.     (W)     SCALED    
 BK1722* NAVD 88     -         4.912  (meters)      16.12   (feet)  ADJUSTED  
 BK1722  ___________________________________________________________________
 BK1722  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1722  DYNAMIC HT  -           4.906 (meters)      16.10  (feet)  COMP
 BK1722  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 BK1722
 BK1722  VERT ORDER  -  FIRST     CLASS I
 BK1722
 BK1722.The horizontal coordinates were scaled from a topographic map and have
 BK1722.an estimated accuracy of +/- 6 seconds.
 BK1722
 BK1722.The orthometric height was determined by differential leveling
 BK1722.and adjusted by the National Geodetic Survey in February 1994..
 BK1722.WARNING-Repeat measurements at this control monument indicate possible
 BK1722.vertical movement.
 BK1722
 BK1722.The geoid height was determined by GEOID03.
 BK1722
 BK1722.The dynamic height is computed by dividing the NAVD 88
 BK1722.geopotential number by the normal gravity value computed on the
 BK1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1722.degrees latitude (g = 980.6199 gals.).
 BK1722
 BK1722.The modeled gravity was interpolated from observed gravity values.
 BK1722
 BK1722;                    North         East    Units  Estimated Accuracy
 BK1722;SPC LA S     -   188,200.      781,350.      MT  (+/- 180 meters Scaled)
 BK1722
 BK1722                          SUPERSEDED SURVEY CONTROL
 BK1722
 BK1722  NAVD 88 (06/15/91)    4.910  (m)           16.11   (f) UNKNOWN     1 1
 BK1722  NGVD 29 (??/??/??)    4.861  (m)           15.95   (f) ADJUSTED    1 1
 BK1722
 BK1722.Superseded values are not recommended for survey control.
 BK1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1722.See file dsdata.txt to determine how the superseded data were derived.
 BK1722
 BK1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP418387(NAD 83)
 BK1722_MARKER: DB = BENCH MARK DISK
 BK1722_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BK1722+WITH SETTING: INTO GROUND
 BK1722_SP_SET: METAL ROD WITH BASE PLATE
 BK1722_STAMPING: G 269 1972
 BK1722_MARK LOGO: NGS   
 BK1722_PROJECTION: PROJECTING 12 CENTIMETERS
 BK1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1722+STABILITY: SURFACE MOTION
 BK1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1722+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BK1722_ROD/PIPE-DEPTH: 1.2  meters
 BK1722
 BK1722  HISTORY     - Date     Condition        Report By
 BK1722  HISTORY     - 1972     MONUMENTED       NGS
 BK1722  HISTORY     - 1981     GOOD             NGS
 BK1722  HISTORY     - 1986     GOOD             NGS
 BK1722  HISTORY     - 1988     GOOD             USPSQD
 BK1722  HISTORY     - 1988     GOOD             USPSQD
 BK1722  HISTORY     - 1988     GOOD             USPSQD
 BK1722  HISTORY     - 1989     GOOD             USPSQD
 BK1722  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK1722  HISTORY     - 20021112 GOOD             USPSQD
 BK1722  HISTORY     - 20041009 GOOD             USPSQD
 BK1722  HISTORY     - 20041009 GOOD             USPSQD
 BK1722
 BK1722                          STATION DESCRIPTION
 BK1722
 BK1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1722'1.65 MI SW FROM VINTON.
 BK1722'ABOUT 1.65 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BK1722'THE MUNICIPAL BUILDING AT VINTON, 170 FEET SOUTHEAST OF AND ACROSS
 BK1722'U.S. HIGHWAY 90 FROM THE SOUTHEAST RAIL OF THE TRACK, 102 FEET SOUTH
 BK1722'OF THE CENTER LINE OF THE JUNCTION OF U.S. HIGHWAY 90 AND A GRAVEL
 BK1722'ROAD LEADING SOUTH, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BK1722'HIGHWAY, 64 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 39
 BK1722'1/2 FEET WEST-NORTHWEST OF A POWER POLE NO. 30-5149, 1 1/2 FEET
 BK1722'NORTHWEST OF A FENCE, 0.7 FOOT EAST OF A METAL WITNESS POST, A DISK ON
 BK1722'THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL
 BK1722'PLATE, THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND ENCASED IN
 BK1722'A 6-INCH IRON PIPE THAT PROJECTS 1 INCH.  SECTION 20, T 10 S, R 12 W.
 BK1722
 BK1722                          STATION RECOVERY (1981)
 BK1722
 BK1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1722'2.68 KILOMETERS (1.65 MILES) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE
 BK1722'CITY MUNICIPAL BUILDING IN VINTON TO THE JUNCTION OF MACK ROAD AND THE
 BK1722'MARK ON THE LEFT, 0.3 KILOMETER (0.2 MILE) NORTHEAST OF HIGHWAY MILE
 BK1722'POST NUMBER 7, 14.02 METERS (46.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 BK1722'THE HIGHWAY, 19.50 METERS (64.0 FEET) SOUTHWEST OF THE CENTER OF THE
 BK1722'ROAD, 0.45 METER (1.5 FEET) NORTHWEST OF A BARBED WIRE FENCELINE.
 BK1722'THE MARK IS 0.18 METERS  E FROM A WITNESS POST.
 BK1722'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK1722
 BK1722                          STATION RECOVERY (1986)
 BK1722
 BK1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1722'RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 BK1722'EXCEPT THAT THERE IS NO SLEEVE AROUND ROD.
 BK1722
 BK1722                          STATION RECOVERY (1988)
 BK1722
 BK1722'RECOVERY NOTE BY US POWER SQUADRON 1988 (TS)
 BK1722'RECOVERED IN GOOD CONDITION.
 BK1722
 BK1722                          STATION RECOVERY (1988)
 BK1722
 BK1722'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1722'RECOVERED IN GOOD CONDITION.
 BK1722
 BK1722                          STATION RECOVERY (1988)
 BK1722
 BK1722'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHH)
 BK1722'RECOVERED IN GOOD CONDITION.
 BK1722
 BK1722                          STATION RECOVERY (1989)
 BK1722
 BK1722'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1722'RECOVERED IN GOOD CONDITION.
 BK1722
 BK1722                          STATION RECOVERY (1996)
 BK1722
 BK1722'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1722'MARK NOT FOUND.
 BK1722
 BK1722                          STATION RECOVERY (2002)
 BK1722
 BK1722'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1722'RECOVERED IN GOOD CONDITION.
 BK1722
 BK1722                          STATION RECOVERY (2004)
 BK1722
 BK1722'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK1722'WITNESS POST MISSING
 BK1722
 BK1722                          STATION RECOVERY (2004)
 BK1722
 BK1722'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK1722'WITNESS POST MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2222 ***********************************************************************
 BX2222  DESIGNATION -  G 27
 BX2222  PID         -  BX2222
 BX2222  STATE/COUNTY-  LA/SABINE
 BX2222  USGS QUAD   -  LORING (1994)
 BX2222
 BX2222                         *CURRENT SURVEY CONTROL
 BX2222  ___________________________________________________________________
 BX2222* NAD 83(1986)-  31 31 01.     (N)    093 32 49.     (W)     SCALED    
 BX2222* NAVD 88     -        94.88   (+/-2cm)     311.3    (feet)  VERTCON   
 BX2222  ___________________________________________________________________
 BX2222  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BX2222
 BX2222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2222
 BX2222.The horizontal coordinates were scaled from a topographic map and have
 BX2222.an estimated accuracy of +/- 6 seconds.
 BX2222
 BX2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2222.The vertical order pertains to the NGVD 29 superseded value.
 BX2222
 BX2222.The geoid height was determined by GEOID03.
 BX2222
 BX2222;                    North         East    Units  Estimated Accuracy
 BX2222;SPC LA N     -   113,230.      900,560.      MT  (+/- 180 meters Scaled)
 BX2222
 BX2222                          SUPERSEDED SURVEY CONTROL
 BX2222
 BX2222  NGVD 29 (??/??/??)   94.962  (m)          311.55   (f) ADJUSTED    2 0
 BX2222
 BX2222.Superseded values are not recommended for survey control.
 BX2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2222.See file dsdata.txt to determine how the superseded data were derived.
 BX2222
 BX2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ480870(NAD 83)
 BX2222_MARKER: DB = BENCH MARK DISK
 BX2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2222_STAMPING: G 27 1934 1987-313101.95-9332 48.52
 BX2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2222+STABILITY: SURFACE MOTION
 BX2222
 BX2222  HISTORY     - Date     Condition        Report By
 BX2222  HISTORY     - 1934     MONUMENTED       CGS
 BX2222  HISTORY     - 1972     GOOD             LADTD
 BX2222
 BX2222                          STATION DESCRIPTION
 BX2222
 BX2222'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2222'8 MI NW FROM FLORIEN.
 BX2222'TO REACH THE MONUMENT FROM THE POST OFFICE IN MANY, DRIVE WEST ALONG
 BX2222'LA 6, 5.4 MILES TO THE JUNCTION OF LA476 TOWARD NEGREET TO THE
 BX2222'MONUMENT WHICH IS ON THE LEFT SIDE OF THE ROAD.  IT IS 39.2 FEET
 BX2222'SOUTHEAST OF THE CENTERLINE OF LA476, 2.00 FEET SOUTHEAST OF BM
 BX2222'WITNESS POST, 105.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF CATTLE
 BX2222'GUARD, 48.4 FEET NORTHEAST OF CENTER LINE OF GRAVEL ROAD, AND 51.0
 BX2222'FEET NORTH OF A 16-INCH PINE.  A STANDARD DISK SET IN THE TOP OF A
 BX2222'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0591 ***********************************************************************
 BX0591  DESIGNATION -  G 27 1
 BX0591  PID         -  BX0591
 BX0591  STATE/COUNTY-  LA/RAPIDES
 BX0591  USGS QUAD   -  LIBUSE (1993)
 BX0591
 BX0591                         *CURRENT SURVEY CONTROL
 BX0591  ___________________________________________________________________
 BX0591* NAD 83(1986)-  31 21 34.     (N)    092 19 14.     (W)     SCALED    
 BX0591* NAVD 88     -        46.45   (+/-2cm)     152.4    (feet)  VERTCON   
 BX0591  ___________________________________________________________________
 BX0591  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX0591
 BX0591  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0591
 BX0591.The horizontal coordinates were scaled from a topographic map and have
 BX0591.an estimated accuracy of +/- 6 seconds.
 BX0591
 BX0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0591.The vertical order pertains to the NGVD 29 superseded value.
 BX0591
 BX0591.The geoid height was determined by GEOID03.
 BX0591
 BX0591;                    North         East    Units  Estimated Accuracy
 BX0591;SPC LA N     -    95,310.    1,017,070.      MT  (+/- 180 meters Scaled)
 BX0591
 BX0591                          SUPERSEDED SURVEY CONTROL
 BX0591
 BX0591  NGVD 29 (??/??/??)   46.431  (m)          152.33   (f) ADJUSTED    1 2
 BX0591
 BX0591.Superseded values are not recommended for survey control.
 BX0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0591.See file dsdata.txt to determine how the superseded data were derived.
 BX0591
 BX0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ646696(NAD 83)
 BX0591_MARKER: P = PIPE CAP
 BX0591_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0591_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0591_STAMPING: G 27-1 143.80
 BX0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0591+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1993
 BX0591
 BX0591  HISTORY     - Date     Condition        Report By
 BX0591  HISTORY     - UNK      MONUMENTED       DOD
 BX0591  HISTORY     - 1966     GOOD             CGS
 BX0591  HISTORY     - 19930907 MARK NOT FOUND   LADTD
 BX0591
 BX0591                          STATION DESCRIPTION
 BX0591
 BX0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0591'1.0 MI NE FROM LIBUSE.
 BX0591'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0591'AT LIBUSE, IN SECTION 45, T 4 N, R 1 E, ABOUT 307 FEET EAST OF THE
 BX0591'EAST CORNER OF A LARGE BRICK HOUSE WHICH IS THE RESIDENCE OF A.C.
 BX0591'ROSSE AND IS LOCATED ON A HILL, 313 FEET SOUTHEAST OF THE CENTER LINE
 BX0591'OF THE HIGHWAY, 287 FEET EAST OF A PIPE FENCE CORNER POST IN A
 BX0591'WIRE-MESH FENCE AROUND THE HOUSE, 285 FEET SOUTHEAST OF TELEPHONE POLE
 BX0591'NUMBER 122 ALONG THE HIGHWAY, 1.5 FEET NORTHEAST OF A METAL WITNESS
 BX0591'POST, ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY, A BRASS CAP ON THE
 BX0591'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
 BX0591
 BX0591                          STATION RECOVERY (1993)
 BX0591
 BX0591'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0591'STATION WAS NOT SEARCHED FOR BEACAUSE OF CONTACT PROBLEMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0661 ***********************************************************************
 BX0661  DESIGNATION -  G 27 10 BOLT
 BX0661  PID         -  BX0661
 BX0661  STATE/COUNTY-  LA/GRANT
 BX0661  USGS QUAD   -  BALL (1993)
 BX0661
 BX0661                         *CURRENT SURVEY CONTROL
 BX0661  ___________________________________________________________________
 BX0661* NAD 83(1986)-  31 26 41.     (N)    092 24 37.     (W)     SCALED    
 BX0661* NAVD 88     -        50.51   (+/-2cm)     165.7    (feet)  VERTCON   
 BX0661  ___________________________________________________________________
 BX0661  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX0661
 BX0661  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0661
 BX0661.The horizontal coordinates were scaled from a topographic map and have
 BX0661.an estimated accuracy of +/- 6 seconds.
 BX0661
 BX0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0661.The vertical order pertains to the NGVD 29 superseded value.
 BX0661
 BX0661.The geoid height was determined by GEOID03.
 BX0661
 BX0661;                    North         East    Units  Estimated Accuracy
 BX0661;SPC LA N     -   104,750.    1,008,530.      MT  (+/- 180 meters Scaled)
 BX0661
 BX0661                          SUPERSEDED SURVEY CONTROL
 BX0661
 BX0661  NGVD 29 (??/??/??)   50.493  (m)          165.66   (f) ADJUSTED    1 2
 BX0661
 BX0661.Superseded values are not recommended for survey control.
 BX0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0661.See file dsdata.txt to determine how the superseded data were derived.
 BX0661
 BX0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ560790(NAD 83)
 BX0661_MARKER: B = BOLT
 BX0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0661_SP_SET: SLAB
 BX0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0661
 BX0661  HISTORY     - Date     Condition        Report By
 BX0661  HISTORY     - UNK      MONUMENTED       DOD
 BX0661  HISTORY     - 1966     GOOD             CGS
 BX0661
 BX0661                          STATION DESCRIPTION
 BX0661
 BX0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0661'5.9 MI S FROM POLLOCK.
 BX0661'ABOUT 5.9 MILES SOUTH ALONG U.S. HIGHWAY 165  FROM THE POST OFFICE AT
 BX0661'POLLOCK, ABOUT 0.25 MILE SOUTH OF THE CREST OF A HILL AND THE NORTH
 BX0661'END OF AN S-CURVE IN THE HIGHWAY, 249 FEET WEST OF THE CENTER LINE OF
 BX0661'THE HIGHWAY, 111 FEET EAST OF THE SOUTHEAST CORNER OF A PORCH ON THE
 BX0661'EAST SIDE OF THE CHESTER J. KOPACZ HOUSE, 99 FEET WEST OF THE CENTER
 BX0661'LINE OF OLD U.S. HIGHWAY 165 AT A CURVE, 137 FEET NORTH OF THE CENTER
 BX0661'LINE OF A PRIVATE DRIVEWAY, 99 FEET NORTH OF A POWER LINE WHICH
 BX0661'CROSSES THE HIGHWAY, 31 1/2 FEET WEST OF A YARD FENCE, 77.0 FEET
 BX0661'NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE OLD
 BX0661'HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET
 BX0661'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE
 BX0661'BEARING A BRASS CAP AND PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0660 ***********************************************************************
 BX0660  DESIGNATION -  G 27 10 CAP
 BX0660  PID         -  BX0660
 BX0660  STATE/COUNTY-  LA/GRANT
 BX0660  USGS QUAD   -  BALL (1993)
 BX0660
 BX0660                         *CURRENT SURVEY CONTROL
 BX0660  ___________________________________________________________________
 BX0660* NAD 83(1986)-  31 26 41.     (N)    092 24 37.     (W)     SCALED    
 BX0660* NAVD 88     -        51.75   (+/-2cm)     169.8    (feet)  VERTCON   
 BX0660  ___________________________________________________________________
 BX0660  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BX0660
 BX0660  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0660
 BX0660.The horizontal coordinates were scaled from a topographic map and have
 BX0660.an estimated accuracy of +/- 6 seconds.
 BX0660
 BX0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0660.The vertical order pertains to the NGVD 29 superseded value.
 BX0660
 BX0660.The geoid height was determined by GEOID03.
 BX0660
 BX0660;                    North         East    Units  Estimated Accuracy
 BX0660;SPC LA N     -   104,750.    1,008,530.      MT  (+/- 180 meters Scaled)
 BX0660
 BX0660                          SUPERSEDED SURVEY CONTROL
 BX0660
 BX0660  NGVD 29 (??/??/??)   51.738  (m)          169.74   (f) ADJUSTED    1 2
 BX0660
 BX0660.Superseded values are not recommended for survey control.
 BX0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0660.See file dsdata.txt to determine how the superseded data were derived.
 BX0660
 BX0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ560790(NAD 83)
 BX0660_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0660_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0660_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0660
 BX0660  HISTORY     - Date     Condition        Report By
 BX0660  HISTORY     - UNK      MONUMENTED       DOD
 BX0660  HISTORY     - 1966     GOOD             CGS
 BX0660
 BX0660                          STATION DESCRIPTION
 BX0660
 BX0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0660'5.9 MI S FROM POLLOCK.
 BX0660'ABOUT 5.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0660'POLLOCK, ABOUT 0.25 MILE SOUTH OF THE CREST OF A HILL AND THE NORTH
 BX0660'END OF AN S- CURVE IN THE HIGHWAY, 249 FEET WEST OF THE CENTER LINE OF
 BX0660'THE HIGHWAY, 111 FEET EAST OF THE SOUTHEAST CORNER OF A PORCH ON THE
 BX0660'EAST SIDE OF THE CHESTER J. KOPACZ HOUSE, 99 FEET WEST OF THE CENTER
 BX0660'LINE OF OLD U.S. HIGHWAY 165 AT A CURVE, 137 FEET NORTH OF THE CENTER
 BX0660'LINE OF A PRIVATE DRIVEWAY, 99 FEET NORTH OF A POWER LINE WHICH
 BX0660'CROSSES THE HIGHWAY, 31 1/2 FEET WEST OF A YARD FENCE, 77.0 FEET
 BX0660'NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE OLD
 BX0660'HIGHWAY, A 3-INCH PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT ABOVE
 BX0660'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0671 ***********************************************************************
 BX0671  DESIGNATION -  G 27 11 BOLT
 BX0671  PID         -  BX0671
 BX0671  STATE/COUNTY-  LA/GRANT
 BX0671  USGS QUAD   -  BALL (1993)
 BX0671
 BX0671                         *CURRENT SURVEY CONTROL
 BX0671  ___________________________________________________________________
 BX0671* NAD 83(1986)-  31 29 29.     (N)    092 24 19.     (W)     SCALED    
 BX0671* NAVD 88     -        55.90   (+/-2cm)     183.4    (feet)  VERTCON   
 BX0671  ___________________________________________________________________
 BX0671  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX0671
 BX0671  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0671
 BX0671.The horizontal coordinates were scaled from a topographic map and have
 BX0671.an estimated accuracy of +/- 6 seconds.
 BX0671
 BX0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0671.The vertical order pertains to the NGVD 29 superseded value.
 BX0671
 BX0671.The geoid height was determined by GEOID03.
 BX0671
 BX0671;                    North         East    Units  Estimated Accuracy
 BX0671;SPC LA N     -   109,930.    1,009,000.      MT  (+/- 180 meters Scaled)
 BX0671
 BX0671                          SUPERSEDED SURVEY CONTROL
 BX0671
 BX0671  NGVD 29 (??/??/??)   55.886  (m)          183.35   (f) ADJUSTED    1 2
 BX0671
 BX0671.Superseded values are not recommended for survey control.
 BX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0671.See file dsdata.txt to determine how the superseded data were derived.
 BX0671
 BX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ564842(NAD 83)
 BX0671_MARKER: B = BOLT
 BX0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0671_SP_SET: SLAB
 BX0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0671
 BX0671  HISTORY     - Date     Condition        Report By
 BX0671  HISTORY     - UNK      MONUMENTED       DOD
 BX0671  HISTORY     - 1966     GOOD             CGS
 BX0671
 BX0671                          STATION DESCRIPTION
 BX0671
 BX0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0671'2.5 MI S FROM POLLOCK.
 BX0671'2.5 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0671'POLLOCK, IN SECTION 18, T 6 N, R 1 E, ABOUT 0.1 MILE SOUTH OF A
 BX0671'SINCLAIR SERVICE STATION ON THE INSIDE OF A SLIGHT CURVE, ABOUT 0.1
 BX0671'MILE NORTH OF THE INTERSECTION OF A GRAVELED ROAD, 58 FEET EAST OF THE
 BX0671'CENTER LINE OF THE HIGHWAY, 106 FEET SOUTH OF THE CENTER LINE OF A
 BX0671'DRIVEWAY, 57 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 2
 BX0671'FEET SOUTHEAST OF A POWER POLE, 6 FEET WEST OF A FENCE, 1.6 FEET EAST
 BX0671'OF A METAL WITNESS POST, A COPPER BOLT SET IN THE TOP OF A CONCRETE
 BX0671'SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BX0671'3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0670 ***********************************************************************
 BX0670  DESIGNATION -  G 27 11 CAP
 BX0670  PID         -  BX0670
 BX0670  STATE/COUNTY-  LA/GRANT
 BX0670  USGS QUAD   -  BALL (1993)
 BX0670
 BX0670                         *CURRENT SURVEY CONTROL
 BX0670  ___________________________________________________________________
 BX0670* NAD 83(1986)-  31 29 29.     (N)    092 24 19.     (W)     SCALED    
 BX0670* NAVD 88     -        57.14   (+/-2cm)     187.5    (feet)  VERTCON   
 BX0670  ___________________________________________________________________
 BX0670  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX0670
 BX0670  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0670
 BX0670.The horizontal coordinates were scaled from a topographic map and have
 BX0670.an estimated accuracy of +/- 6 seconds.
 BX0670
 BX0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0670.The vertical order pertains to the NGVD 29 superseded value.
 BX0670
 BX0670.The geoid height was determined by GEOID03.
 BX0670
 BX0670;                    North         East    Units  Estimated Accuracy
 BX0670;SPC LA N     -   109,930.    1,009,000.      MT  (+/- 180 meters Scaled)
 BX0670
 BX0670                          SUPERSEDED SURVEY CONTROL
 BX0670
 BX0670  NGVD 29 (??/??/??)   57.131  (m)          187.44   (f) ADJUSTED    1 2
 BX0670
 BX0670.Superseded values are not recommended for survey control.
 BX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0670.See file dsdata.txt to determine how the superseded data were derived.
 BX0670
 BX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ564842(NAD 83)
 BX0670_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0670_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0670
 BX0670  HISTORY     - Date     Condition        Report By
 BX0670  HISTORY     - UNK      MONUMENTED       DOD
 BX0670  HISTORY     - 1966     GOOD             CGS
 BX0670
 BX0670                          STATION DESCRIPTION
 BX0670
 BX0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0670'2.5 MI S FROM POLLOCK.
 BX0670'ABOUT 2.5 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0670'POLLOCK, IN SECTION 18, T 6 N, R 1 E, ABOUT 0.1 MILE SOUTH OF A
 BX0670'SINCLAIR SERVICE STATION ON THE INSIDE OF A SLIGHT CURVE, ABOUT 0.1
 BX0670'MILE NORTH OF THE INTERSECTION OF A GRAVELED ROAD, 58 FEET EAST OF THE
 BX0670'CENTER LINE OF THE  HIGHWAY, 106 FEET SOUTH OF THE CENTER LINE OF A
 BX0670'DRIVEWAY, 57 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 2
 BX0670'FEET SOUTHEAST OF A POWER POLE, 6 FEET WEST OF A FENCE, 1.6 FEET EAST
 BX0670'OF A METAL WITNESS POST, A 3-INCH PIPE BEARING A BRASS CAP AND
 BX0670'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0664 ***********************************************************************
 BX0664  DESIGNATION -  G 27 12 BOLT
 BX0664  PID         -  BX0664
 BX0664  STATE/COUNTY-  LA/GRANT
 BX0664  USGS QUAD   -  BALL (1993)
 BX0664
 BX0664                         *CURRENT SURVEY CONTROL
 BX0664  ___________________________________________________________________
 BX0664* NAD 83(1986)-  31 29 23.     (N)    092 24 18.     (W)     SCALED    
 BX0664* NAVD 88     -        56.35   (+/-2cm)     184.9    (feet)  VERTCON   
 BX0664  ___________________________________________________________________
 BX0664  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX0664
 BX0664  VERT ORDER  -  ? (See Below)
 BX0664
 BX0664.The horizontal coordinates were scaled from a topographic map and have
 BX0664.an estimated accuracy of +/- 6 seconds.
 BX0664
 BX0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0664.The vertical order pertains to the NGVD 29 superseded value.
 BX0664
 BX0664.The geoid height was determined by GEOID03.
 BX0664
 BX0664;                    North         East    Units  Estimated Accuracy
 BX0664;SPC LA N     -   109,740.    1,009,030.      MT  (+/- 180 meters Scaled)
 BX0664
 BX0664                          SUPERSEDED SURVEY CONTROL
 BX0664
 BX0664  NGVD 29 (??/??/??)   56.339  (m)          184.84   (f) ADJUSTED    ?  
 BX0664
 BX0664.Superseded values are not recommended for survey control.
 BX0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0664.See file dsdata.txt to determine how the superseded data were derived.
 BX0664
 BX0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ565840(NAD 83)
 BX0664_MARKER: B = BOLT
 BX0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0664_SP_SET: STONE
 BX0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0664+STABILITY: SURFACE MOTION
 BX0664
 BX0664  HISTORY     - Date     Condition        Report By
 BX0664  HISTORY     - UNK      MONUMENTED       DOD
 BX0664  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0664
 BX0664                          STATION DESCRIPTION
 BX0664
 BX0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0664'5.9 MI S FROM POLLOCK.
 BX0664'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 165 FROM POLLOCK, GRANT
 BX0664'PARISH, AT A DIRT-ROAD CROSSING, AT THE NORTHWEST CORNER OF A SMALL
 BX0664'CULTIVATED FIELD ON THE G.C. MCQUEIN PROPERTY, ABOUT 270 FEET
 BX0664'SOUTHEAST OF A BLAZED 16-INCH PINE TREE, 198 FEET NORTHWEST OF THE
 BX0664'RESIDENCE, 113 FEET NORTHEAST OF A BLAZED 8-INCH PINE TREE, 52.2 FEET
 BX0664'SOUTH OF THE SOUTHEAST CORNER OF A SERVICE STATION, 37.5 FEET EAST OF
 BX0664'THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF
 BX0664'THE ROAD, 8.6 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND 8.3 FEET EAST
 BX0664'OF A NORTH-AND-SOUTH FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE
 BX0664'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AND IRON
 BX0664'PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND AND BEARING A CORPS OF
 BX0664'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0663 ***********************************************************************
 BX0663  DESIGNATION -  G 27 12 CAP
 BX0663  PID         -  BX0663
 BX0663  STATE/COUNTY-  LA/GRANT
 BX0663  USGS QUAD   -  BALL (1993)
 BX0663
 BX0663                         *CURRENT SURVEY CONTROL
 BX0663  ___________________________________________________________________
 BX0663* NAD 83(1986)-  31 29 23.     (N)    092 24 18.     (W)     SCALED    
 BX0663* NAVD 88     -        57.59   (+/-2cm)     188.9    (feet)  VERTCON   
 BX0663  ___________________________________________________________________
 BX0663  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX0663
 BX0663  VERT ORDER  -  ? (See Below)
 BX0663
 BX0663.The horizontal coordinates were scaled from a topographic map and have
 BX0663.an estimated accuracy of +/- 6 seconds.
 BX0663
 BX0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0663.The vertical order pertains to the NGVD 29 superseded value.
 BX0663
 BX0663.The geoid height was determined by GEOID03.
 BX0663
 BX0663;                    North         East    Units  Estimated Accuracy
 BX0663;SPC LA N     -   109,740.    1,009,030.      MT  (+/- 180 meters Scaled)
 BX0663
 BX0663                          SUPERSEDED SURVEY CONTROL
 BX0663
 BX0663  NGVD 29 (??/??/??)   57.574  (m)          188.89   (f) ADJUSTED    ?  
 BX0663
 BX0663.Superseded values are not recommended for survey control.
 BX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0663.See file dsdata.txt to determine how the superseded data were derived.
 BX0663
 BX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ565840(NAD 83)
 BX0663_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0663_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0663
 BX0663  HISTORY     - Date     Condition        Report By
 BX0663  HISTORY     - UNK      MONUMENTED       DOD
 BX0663  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0663
 BX0663                          STATION DESCRIPTION
 BX0663
 BX0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0663'5.9 MI S FROM POLLOCK.
 BX0663'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 165 FROM POLLOCK, GRANT
 BX0663'PARISH, AT A DIRT-ROAD CROSSING, AT THE NORTHWEST CORNER OF A SMALL
 BX0663'CULTIVATED FIELD ON THE G.C.MCQUEIN PROPERTY, ABOUT 270 FEET SOUTHEAST
 BX0663'OF A BLAZED 16-INCH PINE TREE, 198 FEET NORTHWEST OF THE RESIDENCE,
 BX0663'113 FEET NORTHEAST OF A BLAZED 8-INCH PINNE TREE, 52.2 FEET SOUTH OF
 BX0663'THE SOUTHEAST CORNER OF A SERVICE STATION, 37.5 FEET EAST OF THE
 BX0663'CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF THE
 BX0663'ROAD, 8.6 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND 8.3 FEET EAST OF A
 BX0663'NORTH-AND-SOUTH FENCE.  AN IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE
 BX0663'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0588 ***********************************************************************
 BX0588  DESIGNATION -  G 27 2
 BX0588  PID         -  BX0588
 BX0588  STATE/COUNTY-  LA/RAPIDES
 BX0588  USGS QUAD   -  LIBUSE (1993)
 BX0588
 BX0588                         *CURRENT SURVEY CONTROL
 BX0588  ___________________________________________________________________
 BX0588* NAD 83(1986)-  31 21 45.     (N)    092 19 03.     (W)     SCALED    
 BX0588* NAVD 88     -        45.94   (+/-2cm)     150.7    (feet)  VERTCON   
 BX0588  ___________________________________________________________________
 BX0588  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX0588
 BX0588  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0588
 BX0588.The horizontal coordinates were scaled from a topographic map and have
 BX0588.an estimated accuracy of +/- 6 seconds.
 BX0588
 BX0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0588.The vertical order pertains to the NGVD 29 superseded value.
 BX0588
 BX0588.The geoid height was determined by GEOID03.
 BX0588
 BX0588;                    North         East    Units  Estimated Accuracy
 BX0588;SPC LA N     -    95,650.    1,017,360.      MT  (+/- 180 meters Scaled)
 BX0588
 BX0588                          SUPERSEDED SURVEY CONTROL
 BX0588
 BX0588  NGVD 29 (??/??/??)   45.920  (m)          150.66   (f) ADJUSTED    1 2
 BX0588
 BX0588.Superseded values are not recommended for survey control.
 BX0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0588.See file dsdata.txt to determine how the superseded data were derived.
 BX0588
 BX0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ649699(NAD 83)
 BX0588_MARKER: P = PIPE CAP
 BX0588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0588_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0588_STAMPING: G 27-2 150.79
 BX0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0588
 BX0588  HISTORY     - Date     Condition        Report By
 BX0588  HISTORY     - UNK      MONUMENTED       DOD
 BX0588  HISTORY     - 1966     GOOD             CGS
 BX0588  HISTORY     - 19930907 MARK NOT FOUND   LADTD
 BX0588
 BX0588                          STATION DESCRIPTION
 BX0588
 BX0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0588'1.25 MI NE FROM LIBUSE.
 BX0588'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0588'AT LIBUSE, AT THE JUNCTION OF A PRIVATE ROAD LEADING WEST-NORTHWEST TO
 BX0588'THE F. BLAISDELL RESIDENCE, IN SECTION 45, T 5 N, R 1 E, ABOUT 0.45
 BX0588'MILE NORTHEAST OF A FIRE TOWER, ABOUT 67 YARDS EAST OF A HOUSE, 276
 BX0588'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 253 FEET NORTHWEST
 BX0588'OF A POWER POLE BEARING A TRANSFORMER, 96 FEET NORTH OF THE CENTER
 BX0588'LINE OF A DRIVEWAY, 6 FEET SOUTH OF A CORNER POST FOR A T-FENCE, 0.6
 BX0588'FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BX0588'HIGHWAY, A BRASS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6
 BX0588'INCHES.
 BX0588
 BX0588                          STATION RECOVERY (1993)
 BX0588
 BX0588'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0588'STATION WAS NOT SEARCHED FOR BEACAUSE OF CONTACT PROBLEMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0610 ***********************************************************************
 BX0610  DESIGNATION -  G 27 4 BOLT
 BX0610  PID         -  BX0610
 BX0610  STATE/COUNTY-  LA/RAPIDES
 BX0610  USGS QUAD   -  ALEXANDRIA (1992)
 BX0610
 BX0610                         *CURRENT SURVEY CONTROL
 BX0610  ___________________________________________________________________
 BX0610* NAD 83(1986)-  31 20 07.     (N)    092 24 44.     (W)     SCALED    
 BX0610* NAVD 88     -        37.05   (+/-2cm)     121.6    (feet)  VERTCON   
 BX0610  ___________________________________________________________________
 BX0610  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX0610
 BX0610  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0610
 BX0610.The horizontal coordinates were scaled from a topographic map and have
 BX0610.an estimated accuracy of +/- 6 seconds.
 BX0610
 BX0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0610.The vertical order pertains to the NGVD 29 superseded value.
 BX0610
 BX0610.The geoid height was determined by GEOID03.
 BX0610
 BX0610;                    North         East    Units  Estimated Accuracy
 BX0610;SPC LA N     -    92,620.    1,008,350.      MT  (+/- 180 meters Scaled)
 BX0610
 BX0610                          SUPERSEDED SURVEY CONTROL
 BX0610
 BX0610  NGVD 29 (??/??/??)   37.032  (m)          121.50   (f) ADJUSTED    1 2
 BX0610
 BX0610.Superseded values are not recommended for survey control.
 BX0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0610.See file dsdata.txt to determine how the superseded data were derived.
 BX0610
 BX0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ559669(NAD 83)
 BX0610_MARKER: B = BOLT
 BX0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0610_SP_SET: SLAB
 BX0610_STAMPING: G 27-4 125.76
 BX0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0610
 BX0610  HISTORY     - Date     Condition        Report By
 BX0610  HISTORY     - UNK      MONUMENTED       DOD
 BX0610  HISTORY     - 1966     GOOD             CGS
 BX0610
 BX0610                          STATION DESCRIPTION
 BX0610
 BX0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0610'1.9 MI NE FROM PINEVILLE.
 BX0610'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0610'THE POST OFFICE AT PINEVILLE, THENCE 1.25 MILES NORTHEAST ALONG STATE
 BX0610'HIGHWAY 28 TO THE BNAI ISRAEL CEMETERY, THENCE 0.1 MILE NORTH ALONG
 BX0610'PALMETTO STREET, THENCE 162 1/2 FEET WEST ALONG CHERRY STREET, 113 1/2
 BX0610'FEET NORTH OF THE CENTER LINE OF THE STREET, 33 1/2 FEET NORTH OF THE
 BX0610'NORTHWEST CORNER OF THE C. G. DESLATTE RESIDENCE WHICH IS HOUSE NUMBER
 BX0610'2311, 11 FEET EAST OF THE NORTHEAST CORNER OF A CORRUGATED METAL
 BX0610'GARAGE, 48 FEET NORTH OF A 20-INCH OAK TREE, 5 FEET SOUTH OF A HEDGE
 BX0610'ROW, ABOUT 6 FEET ABOVE THE LEVEL OF THE STREET A COPPER BOLT SET IN
 BX0610'THE TOP OF A CONCRETE SLAB ABOUT 2 1/2 FEET BELOW THE SURFACE OF THE
 BX0610'GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH BEARS
 BX0610'A U.S. ENGINEERS CAP AND PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0611 ***********************************************************************
 BX0611  DESIGNATION -  G 27 4 CAP
 BX0611  PID         -  BX0611
 BX0611  STATE/COUNTY-  LA/RAPIDES
 BX0611  USGS QUAD   -  ALEXANDRIA (1992)
 BX0611
 BX0611                         *CURRENT SURVEY CONTROL
 BX0611  ___________________________________________________________________
 BX0611* NAD 83(1986)-  31 20 07.     (N)    092 24 51.     (W)     SCALED    
 BX0611* NAVD 88     -        38.26   (+/-2cm)     125.5    (feet)  VERTCON   
 BX0611  ___________________________________________________________________
 BX0611  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX0611
 BX0611  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0611
 BX0611.The horizontal coordinates were scaled from a topographic map and have
 BX0611.an estimated accuracy of +/- 6 seconds.
 BX0611
 BX0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0611.The vertical order pertains to the NGVD 29 superseded value.
 BX0611
 BX0611.The geoid height was determined by GEOID03.
 BX0611
 BX0611;                    North         East    Units  Estimated Accuracy
 BX0611;SPC LA N     -    92,620.    1,008,170.      MT  (+/- 180 meters Scaled)
 BX0611
 BX0611                          SUPERSEDED SURVEY CONTROL
 BX0611
 BX0611  NGVD 29 (??/??/??)   38.248  (m)          125.49   (f) ADJUSTED    1 2
 BX0611
 BX0611.Superseded values are not recommended for survey control.
 BX0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0611.See file dsdata.txt to determine how the superseded data were derived.
 BX0611
 BX0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ557669(NAD 83)
 BX0611_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0611_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0611_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0611_STAMPING: G 27-4 125.76
 BX0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0611
 BX0611  HISTORY     - Date     Condition        Report By
 BX0611  HISTORY     - UNK      MONUMENTED       DOD
 BX0611  HISTORY     - 1966     GOOD             CGS
 BX0611  HISTORY     - 1977     GOOD             NGS
 BX0611
 BX0611                          STATION DESCRIPTION
 BX0611
 BX0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0611'1.9 MI NE FROM PINEVILLE.
 BX0611'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0611'THE POST OFFICE AT PINEVILLE, THENCE 1.25 MILES NORTHEAST ALONG STATE
 BX0611'HIGHWAY 28 TO THE BNAI ISRAEL CEMETERY, THENCE 0.1 MILE NORTH ALONG
 BX0611'PALMETTO STREET, THENCE 162 1/2 FEET WEST ALONG CHERRY STREET, 113 1/2
 BX0611'FEET NORTH OF THE CENTER LINE OF THE STREET, 33 1/2 FEET NORTH OF THE
 BX0611'NORTHWEST CORNER OF THE C. G. DESLATTE RESIDENCE WHICH IS HOUSE NUMBER
 BX0611'2311, 11 FEET EAST OF THE NORTHEAST CORNER OF A CORRUGATED METAL
 BX0611'GARAGE, 48 FEET NORTH OF A 20-INCH OAK TREE, 5 FEET SOUTH OF A HEDGE
 BX0611'ROW, ABOUT 6 FEET ABOVE THE LEVEL OF THE STREET, A 3-INCH IRON PIPE
 BX0611'WHICH BEARS A U.S. ENGINEERS CAP AND PROJECTS 18 INCHES.
 BX0611
 BX0611                          STATION RECOVERY (1977)
 BX0611
 BX0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0611'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE
 BX0611'FROM THE POST OFFICE AT PINEVILLE, THENCE 1.25 MILES NORTHEAST
 BX0611'ALONG STATE HIGHWAY 3100 TO BINAI ISRAEL CEMETERY, THENCE 0.1
 BX0611'MILE NORTH ALONG PALMETTO STREET, THENCE 162.6 FEET WEST ALONG
 BX0611'CHERRY STREET, 113.6 FEET NORTH OF THE CENTER LINE OF STREET,
 BX0611'33.6 FEET NORTH OF THE NORTHWEST CORNER OF THE C.G. DESLATTE
 BX0611'RESIDENCE WHICH IS HOUSE NUMBER 2311, 11 FEET EAST OF THE
 BX0611'NORTHEAST CORNER OF A CORRUGATED METAL GARAGE, 48 FEET NORTH OF
 BX0611'A 20-INCH OAK TREE, 5 FEET SOUTH OF A HEDGE ROW, A COPPER BOLT
 BX0611'SET IN THE TOP OF A CONCRETE SLAB ABOUT 2.6 FEET BELOW THE
 BX0611'SURFACE OF THE GROUND, WHICH ACCESS IS MADE THROUGH A 3-INCH IRON
 BX0611'PIPE WHICH BEARS A U.S. ENGINEERS CAP. NOTE. THIS MARK WAS NOT
 BX0611'LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0607 ***********************************************************************
 BX0607  DESIGNATION -  G 27 5 BOLT
 BX0607  PID         -  BX0607
 BX0607  STATE/COUNTY-  LA/RAPIDES
 BX0607  USGS QUAD   -  ALEXANDRIA (1992)
 BX0607
 BX0607                         *CURRENT SURVEY CONTROL
 BX0607  ___________________________________________________________________
 BX0607* NAD 83(1986)-  31 20 01.     (N)    092 24 48.     (W)     SCALED    
 BX0607* NAVD 88     -        30.51   (+/-2cm)     100.1    (feet)  VERTCON   
 BX0607  ___________________________________________________________________
 BX0607  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX0607
 BX0607  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0607
 BX0607.The horizontal coordinates were scaled from a topographic map and have
 BX0607.an estimated accuracy of +/- 6 seconds.
 BX0607
 BX0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0607.The vertical order pertains to the NGVD 29 superseded value.
 BX0607
 BX0607.The geoid height was determined by GEOID03.
 BX0607
 BX0607;                    North         East    Units  Estimated Accuracy
 BX0607;SPC LA N     -    92,430.    1,008,250.      MT  (+/- 180 meters Scaled)
 BX0607
 BX0607                          SUPERSEDED SURVEY CONTROL
 BX0607
 BX0607  NGVD 29 (??/??/??)   30.497  (m)          100.06   (f) ADJUSTED    1 2
 BX0607
 BX0607.Superseded values are not recommended for survey control.
 BX0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0607.See file dsdata.txt to determine how the superseded data were derived.
 BX0607
 BX0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ558667(NAD 83)
 BX0607_MARKER: B = BOLT
 BX0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0607_SP_SET: SLAB
 BX0607_STAMPING: G 27-5 104.38
 BX0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0607
 BX0607  HISTORY     - Date     Condition        Report By
 BX0607  HISTORY     - UNK      MONUMENTED       DOD
 BX0607  HISTORY     - 1966     GOOD             CGS
 BX0607
 BX0607                          STATION DESCRIPTION
 BX0607
 BX0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0607'1.8 MI NE FROM PINEVILLE.
 BX0607'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0607'THE POST OFFICE AT PINEVILLE, THENCE 1.25 MILES NORTHEAST ALONG STATE
 BX0607'HIGHWAY 28, IN SECTION 45, T 4 N, R 1 E, AT THE SOUTHWEST CORNER OF
 BX0607'THE BNAI ISRAEL CEMETERY, 102 1/2 FEET NORTH OF THE CENTER LINE OF THE
 BX0607'HIGHWAY, 70 1/2 FEET WEST OF THE CENTER LINE OF THE SOUTH AND MAIN
 BX0607'ENTRANCE TO THE CEMETERY, 30 FEET EAST OF THE CENTER LINE OF PALMETTO
 BX0607'STREET, 5 FEET NORTHEAST OF A CONCRETE CORNER POST FOR AN ORNAMENTAL
 BX0607'IRON FENCE, 4 1/2 FEET NORTH OF THE FENCE, ABOUT 5 1/2 FEET ABOVE THE
 BX0607'LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BX0607'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 BX0607'THROUGH A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND
 BX0607'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0608 ***********************************************************************
 BX0608  DESIGNATION -  G 27 5 CAP
 BX0608  PID         -  BX0608
 BX0608  STATE/COUNTY-  LA/RAPIDES
 BX0608  USGS QUAD   -  ALEXANDRIA (1992)
 BX0608
 BX0608                         *CURRENT SURVEY CONTROL
 BX0608  ___________________________________________________________________
 BX0608* NAD 83(1986)-  31 20 02.     (N)    092 24 48.     (W)     SCALED    
 BX0608* NAVD 88     -        31.73   (+/-2cm)     104.1    (feet)  VERTCON   
 BX0608  ___________________________________________________________________
 BX0608  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX0608
 BX0608  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0608
 BX0608.The horizontal coordinates were scaled from a topographic map and have
 BX0608.an estimated accuracy of +/- 6 seconds.
 BX0608
 BX0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0608.The vertical order pertains to the NGVD 29 superseded value.
 BX0608
 BX0608.The geoid height was determined by GEOID03.
 BX0608
 BX0608;                    North         East    Units  Estimated Accuracy
 BX0608;SPC LA N     -    92,460.    1,008,250.      MT  (+/- 180 meters Scaled)
 BX0608
 BX0608                          SUPERSEDED SURVEY CONTROL
 BX0608
 BX0608  NGVD 29 (??/??/??)   31.720  (m)          104.07   (f) ADJUSTED    1 2
 BX0608
 BX0608.Superseded values are not recommended for survey control.
 BX0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0608.See file dsdata.txt to determine how the superseded data were derived.
 BX0608
 BX0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ558667(NAD 83)
 BX0608_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0608_STAMPING: G 27-5 104.38
 BX0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0608
 BX0608  HISTORY     - Date     Condition        Report By
 BX0608  HISTORY     - UNK      MONUMENTED       DOD
 BX0608  HISTORY     - 1966     GOOD             CGS
 BX0608  HISTORY     - 1977     GOOD             NGS
 BX0608
 BX0608                          STATION DESCRIPTION
 BX0608
 BX0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0608'1.8 MI NE FROM PINEVILLE.
 BX0608'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0608'THE POST OFFICE AT PINEVILLE, THENCE 1.25 MILES NORTHEAST ALONG STATE
 BX0608'HIGHWAY 28, IN SECTION 45, T 4 N, R 1 E, AT THE SOUTHWEST CORNER OF
 BX0608'THE BNAI ISRAEL CEMETERY, 102 1/2 FEET NORTH OF THE CENTER LINE OF THE
 BX0608'HIGHWAY, 70 1/2 FEET WEST OF THE CENTER LINE OF THE SOUTH AND MAIN
 BX0608'ENTRANCE TO THE CEMETERY, 30 FEET EAST OF THE CENTER LINE OF PALMETTO
 BX0608'STREET, 5 FEET NORTHEAST OF A CONCRETE CORNER POST FOR AN ORNAMENTAL
 BX0608'IRON FENCE, 4 1/2 FEET NORTH OF THE FENCE, ABOUT 5 1/2 FEET ABOVE THE
 BX0608'LEVEL OF THE HIGHWAY, A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS
 BX0608'CAP AND PROJECTS 6 INCHES.
 BX0608
 BX0608                          STATION RECOVERY (1977)
 BX0608
 BX0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0608'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE
 BX0608'FROM THE POST OFFICE AT PINEVILLE, THENCE 1.25 MILES NORTHEAST
 BX0608'ALONG STATE HIGHWAY 3100, AT THE SOUTHWEST CORNER OF THE BINAI
 BX0608'ISRAEL CEMETERY, 102.6 FEET NORTH OF THE CENTER LINE OF THE
 BX0608'HIGHWAY, 70.6 FEET WEST OF THE CENTER LINE OF THE SOUTH AND
 BX0608'MAIN ENTRANCE TO THE CEMETERY, 30 FEET EAST OF THE CENTER LINE
 BX0608'OF PALMETTO STREET, 5 FEET NORTHEAST OF A CONCRETE CORNER POST
 BX0608'FOR AN ORNAMENTAL IRON FENCE, 4.6 FEET NORTH OF A FENCE, A COPPER
 BX0608'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 BX0608'SURFACE OF THE GROUND, WHICH ACCESS IS MADE THROUGH A 3-INCH
 BX0608'IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP. NOTE. THIS MARK
 BX0608'WAS NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0582 ***********************************************************************
 BX0582  DESIGNATION -  G 27 6 BOLT
 BX0582  PID         -  BX0582
 BX0582  STATE/COUNTY-  LA/RAPIDES
 BX0582  USGS QUAD   -  LIBUSE (1993)
 BX0582
 BX0582                         *CURRENT SURVEY CONTROL
 BX0582  ___________________________________________________________________
 BX0582* NAD 83(1986)-  31 22 21.     (N)    092 16 23.     (W)     SCALED    
 BX0582* NAVD 88     -        28.45   (+/-2cm)      93.3    (feet)  VERTCON   
 BX0582  ___________________________________________________________________
 BX0582  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX0582
 BX0582  VERT ORDER  -  ? (See Below)
 BX0582
 BX0582.The horizontal coordinates were scaled from a topographic map and have
 BX0582.an estimated accuracy of +/- 6 seconds.
 BX0582
 BX0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0582.The vertical order pertains to the NGVD 29 superseded value.
 BX0582
 BX0582.The geoid height was determined by GEOID03.
 BX0582
 BX0582;                    North         East    Units  Estimated Accuracy
 BX0582;SPC LA N     -    96,760.    1,021,590.      MT  (+/- 180 meters Scaled)
 BX0582
 BX0582                          SUPERSEDED SURVEY CONTROL
 BX0582
 BX0582  NGVD 29 (??/??/??)   28.429  (m)           93.27   (f) ADJUSTED    ?  
 BX0582
 BX0582.Superseded values are not recommended for survey control.
 BX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0582.See file dsdata.txt to determine how the superseded data were derived.
 BX0582
 BX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ691711(NAD 83)
 BX0582_MARKER: B = BOLT
 BX0582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0582_STAMPING: G 27-6 97.19
 BX0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0582
 BX0582  HISTORY     - Date     Condition        Report By
 BX0582  HISTORY     - UNK      MONUMENTED       DOD
 BX0582  HISTORY     - 1966     GOOD             CGS
 BX0582
 BX0582                          STATION DESCRIPTION
 BX0582
 BX0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0582'4.05 MI NE FROM LIBUSE.
 BX0582'ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0582'AT LIBUSE, IN SECTION 43, T 5 N, R 2 E, ABOUT 0.2 MILE NORTHEAST OF A
 BX0582'GULF SERVICE STATION, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BX0582'HIGHWAY, 186 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY
 BX0582'LEADING NORTHWEST TO THE RALPH H. SASSER RESIDENCE, 168 FEET NORTHEAST
 BX0582'OF TELEPHONE POLE NUMBER 177, 4 FEET NORTHWEST OF A FENCE, 0.7 FOOT
 BX0582'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A
 BX0582'COPPER BOLT ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH
 BX0582'PROJECTS 5 INCHES WITH A STANDARD U.S.E. CAP, ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0581 ***********************************************************************
 BX0581  DESIGNATION -  G 27 6 CAP
 BX0581  PID         -  BX0581
 BX0581  STATE/COUNTY-  LA/RAPIDES
 BX0581  USGS QUAD   -  LIBUSE (1993)
 BX0581
 BX0581                         *CURRENT SURVEY CONTROL
 BX0581  ___________________________________________________________________
 BX0581* NAD 83(1986)-  31 22 21.     (N)    092 16 24.     (W)     SCALED    
 BX0581* NAVD 88     -        29.66   (+/-2cm)      97.3    (feet)  VERTCON   
 BX0581  ___________________________________________________________________
 BX0581  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX0581
 BX0581  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0581
 BX0581.The horizontal coordinates were scaled from a topographic map and have
 BX0581.an estimated accuracy of +/- 6 seconds.
 BX0581
 BX0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0581.The vertical order pertains to the NGVD 29 superseded value.
 BX0581
 BX0581.The geoid height was determined by GEOID03.
 BX0581
 BX0581;                    North         East    Units  Estimated Accuracy
 BX0581;SPC LA N     -    96,760.    1,021,560.      MT  (+/- 180 meters Scaled)
 BX0581
 BX0581                          SUPERSEDED SURVEY CONTROL
 BX0581
 BX0581  NGVD 29 (??/??/??)   29.643  (m)           97.25   (f) ADJUSTED    1 2
 BX0581
 BX0581.Superseded values are not recommended for survey control.
 BX0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0581.See file dsdata.txt to determine how the superseded data were derived.
 BX0581
 BX0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ691711(NAD 83)
 BX0581_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0581_STAMPING: G 27-6 97.19
 BX0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0581
 BX0581  HISTORY     - Date     Condition        Report By
 BX0581  HISTORY     - UNK      MONUMENTED       DOD
 BX0581  HISTORY     - 1966     GOOD             CGS
 BX0581
 BX0581                          STATION DESCRIPTION
 BX0581
 BX0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0581'4.05 MI NE FROM LIBUSE.
 BX0581'ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0581'AT LIBUSE, IN SECTION 43, T 5 N, R 2 E, ABOUT 0.2 MILE NORTHEAST OF A
 BX0581'GULF SERVICE STATION, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BX0581'HIGHWAY, 186 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY
 BX0581'LEADING NORTHWEST TO THE RALPH H. SASSER RESIDENCE, 168 FEET NORTHEAST
 BX0581'OF TELEPHONE POLE NUMBER 177, 4 FEET NORTHWEST OF A FENCE, 0.7 FOOT
 BX0581'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A
 BX0581'BRASS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0584 ***********************************************************************
 BX0584  DESIGNATION -  G 27 6 RESET
 BX0584  PID         -  BX0584
 BX0584  STATE/COUNTY-  LA/RAPIDES
 BX0584  USGS QUAD   -  LIBUSE (1993)
 BX0584
 BX0584                         *CURRENT SURVEY CONTROL
 BX0584  ___________________________________________________________________
 BX0584* NAD 83(1986)-  31 22 24.     (N)    092 16 15.     (W)     SCALED    
 BX0584* NAVD 88     -        29.30   (+/-2cm)      96.1    (feet)  VERTCON   
 BX0584  ___________________________________________________________________
 BX0584  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX0584
 BX0584  VERT ORDER  -  THIRD (See Below)
 BX0584
 BX0584.The horizontal coordinates were scaled from a topographic map and have
 BX0584.an estimated accuracy of +/- 6 seconds.
 BX0584
 BX0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0584.The vertical order pertains to the NGVD 29 superseded value.
 BX0584
 BX0584.The geoid height was determined by GEOID03.
 BX0584
 BX0584;                    North         East    Units  Estimated Accuracy
 BX0584;SPC LA N     -    96,860.    1,021,800.      MT  (+/- 180 meters Scaled)
 BX0584
 BX0584                          SUPERSEDED SURVEY CONTROL
 BX0584
 BX0584  NGVD 29 (??/??/??)   29.29   (m)           96.1    (f) RESET       3  
 BX0584
 BX0584.Superseded values are not recommended for survey control.
 BX0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0584.See file dsdata.txt to determine how the superseded data were derived.
 BX0584
 BX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ693712(NAD 83)
 BX0584_MARKER: DB = BENCH MARK DISK
 BX0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0584_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0584_STAMPING: PBM G 27 6 USE RESET 1971
 BX0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0584+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 BX0584
 BX0584  HISTORY     - Date     Condition        Report By
 BX0584  HISTORY     - 1971     MONUMENTED       NGS
 BX0584  HISTORY     - 19930817 MARK NOT FOUND   LADTD
 BX0584
 BX0584                          STATION DESCRIPTION
 BX0584
 BX0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0584'4.05 MI NE FROM LIBUSE.
 BX0584'LOCATED ABOUT 4.15 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0584'OFFICE IN LIBUSE, ABOUT 0.35 MILE NORTHEAST OF A GULF SERVICE STATION,
 BX0584'IN THE NORTHEAST ANGLE OF THE JUNCTION OF A ROAD LEADING NORTH TO THE
 BX0584'LOFTON CEMETERY.  IT IS 82 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 BX0584'28, 35 FEET EAST OF THE CENTER OF THE DIRT ROAD LEADING NORTH, 5 FEET
 BX0584'SOUTH OF A FENCE LINE, 18 FEET SOUTHEAST OF A 3-FOOT OAK TREE, 12 FEET
 BX0584'EAST OF A 2-FOOT PINE TREE, 30 FEET EAST OF THE EAST END OF A GATE AND
 BX0584'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A SHORT ROD TYPE MARK
 BX0584'ENCASED IN A 4-INCH ORANGEBURG PIPE PROJECTING 3 INCHES.
 BX0584
 BX0584                          STATION RECOVERY (1993)
 BX0584
 BX0584'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0584'STATION WAS NOT SEARCHED FOR BEACAUSE OF CONTACT PROBLEMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0641 ***********************************************************************
 BX0641  DESIGNATION -  G 27 7 BOLT
 BX0641  PID         -  BX0641
 BX0641  STATE/COUNTY-  LA/RAPIDES
 BX0641  USGS QUAD   -  ALEXANDRIA (1992)
 BX0641
 BX0641                         *CURRENT SURVEY CONTROL
 BX0641  ___________________________________________________________________
 BX0641* NAD 83(1986)-  31 20 32.     (N)    092 25 18.     (W)     SCALED    
 BX0641* NAVD 88     -        41.53   (+/-2cm)     136.3    (feet)  VERTCON   
 BX0641  ___________________________________________________________________
 BX0641  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX0641
 BX0641  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0641
 BX0641.The horizontal coordinates were scaled from a topographic map and have
 BX0641.an estimated accuracy of +/- 6 seconds.
 BX0641
 BX0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0641.The vertical order pertains to the NGVD 29 superseded value.
 BX0641
 BX0641.The geoid height was determined by GEOID03.
 BX0641
 BX0641;                    North         East    Units  Estimated Accuracy
 BX0641;SPC LA N     -    93,390.    1,007,450.      MT  (+/- 180 meters Scaled)
 BX0641
 BX0641                          SUPERSEDED SURVEY CONTROL
 BX0641
 BX0641  NGVD 29 (??/??/??)   41.521  (m)          136.22   (f) ADJUSTED    1 2
 BX0641
 BX0641.Superseded values are not recommended for survey control.
 BX0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0641.See file dsdata.txt to determine how the superseded data were derived.
 BX0641
 BX0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ550676(NAD 83)
 BX0641_MARKER: B = BOLT
 BX0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0641_SP_SET: SLAB
 BX0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0641
 BX0641  HISTORY     - Date     Condition        Report By
 BX0641  HISTORY     - UNK      MONUMENTED       DOD
 BX0641  HISTORY     - 1966     GOOD             CGS
 BX0641
 BX0641                          STATION DESCRIPTION
 BX0641
 BX0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0641'1.7 MI NE FROM PINEVILLE.
 BX0641'ABOUT 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0641'THE POST OFFICE AT PINEVILLE, IN SECTION 15,T 4 N, R 1 W, ABOUT 0.2
 BX0641'MILE NORTH OF THE LOUISIANA AND ARKANSAS RAILWAY UNDERPASS, ABOUT 0.15
 BX0641'MILE NORTH OF THE MAIN ENTRANCE TO GREENWOOD CEMETERY, 169 FEET SOUTH
 BX0641'OF THE CENTER LINE OF MYRTLEWOOD DRIVE LEADING WEST, 30 FEET EAST OF
 BX0641'THE CENTER LINE OF THE HIGHWAY, 58 FEET EAST OF AND ACROSS THE HIGHWAY
 BX0641'FROM THE NORTHEAST CORNER POST OF AN IRON PICKET FENCE AROUND A LARGE
 BX0641'BRICK HOUSE NUMBERED 2211, 5 INCHES WEST OF THE CEMETERY FENCE, 0.8
 BX0641'FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 BX0641'OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT
 BX0641'3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 BX0641'PIPE BEARING A BRASS CAP AND PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0640 ***********************************************************************
 BX0640  DESIGNATION -  G 27 7 CAP
 BX0640  PID         -  BX0640
 BX0640  STATE/COUNTY-  LA/RAPIDES
 BX0640  USGS QUAD   -  ALEXANDRIA (1992)
 BX0640
 BX0640                         *CURRENT SURVEY CONTROL
 BX0640  ___________________________________________________________________
 BX0640* NAD 83(1986)-  31 20 32.     (N)    092 25 18.     (W)     SCALED    
 BX0640* NAVD 88     -        42.78   (+/-2cm)     140.4    (feet)  VERTCON   
 BX0640  ___________________________________________________________________
 BX0640  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX0640
 BX0640  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0640
 BX0640.The horizontal coordinates were scaled from a topographic map and have
 BX0640.an estimated accuracy of +/- 6 seconds.
 BX0640
 BX0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0640.The vertical order pertains to the NGVD 29 superseded value.
 BX0640
 BX0640.The geoid height was determined by GEOID03.
 BX0640
 BX0640;                    North         East    Units  Estimated Accuracy
 BX0640;SPC LA N     -    93,390.    1,007,450.      MT  (+/- 180 meters Scaled)
 BX0640
 BX0640                          SUPERSEDED SURVEY CONTROL
 BX0640
 BX0640  NGVD 29 (??/??/??)   42.772  (m)          140.33   (f) ADJUSTED    1 2
 BX0640
 BX0640.Superseded values are not recommended for survey control.
 BX0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0640.See file dsdata.txt to determine how the superseded data were derived.
 BX0640
 BX0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ550676(NAD 83)
 BX0640_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0640_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0640_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0640
 BX0640  HISTORY     - Date     Condition        Report By
 BX0640  HISTORY     - UNK      MONUMENTED       DOD
 BX0640  HISTORY     - 1966     GOOD             CGS
 BX0640
 BX0640                          STATION DESCRIPTION
 BX0640
 BX0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0640'1.7 MI NE FROM PINEVILLE.
 BX0640'ABOUT 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0640'THE POST OFFICE AT PINEVILLE, IN SECTION 15,T 4 N, R 1 W, ABOUT 0.2
 BX0640'MILE NORTH OF THE LOUISIANA AND ARKANSAS RAILWAY UNDERPASS, ABOUT 0.15
 BX0640'MILE NORTH OF THE MAIN ENTRANCE TO GREENWOOD CEMETERY, 169 FEET SOUTH
 BX0640'OF THE CENTER LINE OF MYRTLEWOOD DRIVE LEADING WEST, 30 FEET EAST OF
 BX0640'THE CENTER LINE OF THE HIGHWAY, 58 FEET EAST OF AND ACROSS THE HIGHWAY
 BX0640'FROM THE NORTHEAST CORNER POST OF AN IRON PICKET FENCE AROUND A LARGE
 BX0640'BRICK HOUSE NUMBERED 2211, 5 INCHES WEST OF THE CEMETERY FENCE, 0.8
 BX0640'FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 BX0640'OF THE HIGHWAY, A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING
 BX0640'6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2212 ***********************************************************************
 CQ2212  DESIGNATION -  G 270
 CQ2212  PID         -  CQ2212
 CQ2212  STATE/COUNTY-  LA/DE SOTO
 CQ2212  USGS QUAD   -  KEATCHIE (1972)
 CQ2212
 CQ2212                         *CURRENT SURVEY CONTROL
 CQ2212  ___________________________________________________________________
 CQ2212* NAD 83(1986)-  32 12 53.     (N)    093 54 05.     (W)     SCALED    
 CQ2212* NAVD 88     -       101.600  (meters)     333.33   (feet)  ADJUSTED  
 CQ2212  ___________________________________________________________________
 CQ2212  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2212  DYNAMIC HT  -         101.483 (meters)     332.95  (feet)  COMP
 CQ2212  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CQ2212
 CQ2212  VERT ORDER  -  FIRST     CLASS II
 CQ2212
 CQ2212.The horizontal coordinates were scaled from a topographic map and have
 CQ2212.an estimated accuracy of +/- 6 seconds.
 CQ2212
 CQ2212.The orthometric height was determined by differential leveling
 CQ2212.and adjusted by the National Geodetic Survey in June 1991..
 CQ2212
 CQ2212.The geoid height was determined by GEOID03.
 CQ2212
 CQ2212.The dynamic height is computed by dividing the NAVD 88
 CQ2212.geopotential number by the normal gravity value computed on the
 CQ2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2212.degrees latitude (g = 980.6199 gals.).
 CQ2212
 CQ2212.The modeled gravity was interpolated from observed gravity values.
 CQ2212
 CQ2212;                    North         East    Units  Estimated Accuracy
 CQ2212;SPC LA N     -   190,980.      867,900.      MT  (+/- 180 meters Scaled)
 CQ2212
 CQ2212                          SUPERSEDED SURVEY CONTROL
 CQ2212
 CQ2212  NGVD 29 (??/??/??)  101.665  (m)          333.55   (f) ADJUSTED    1 2
 CQ2212
 CQ2212.Superseded values are not recommended for survey control.
 CQ2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2212.See file dsdata.txt to determine how the superseded data were derived.
 CQ2212
 CQ2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR150645(NAD 83)
 CQ2212_MARKER: DB = BENCH MARK DISK
 CQ2212_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2212_SP_SET: STAINLESS STEEL ROD
 CQ2212_STAMPING: G 270 1979
 CQ2212_PROJECTION: FLUSH
 CQ2212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2212+STABILITY: POSITION/ELEVATION WELL
 CQ2212_ROD/PIPE-DEPTH: 6.10 meters
 CQ2212
 CQ2212  HISTORY     - Date     Condition        Report By
 CQ2212  HISTORY     - 1979     MONUMENTED       NGS
 CQ2212  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ2212
 CQ2212                          STATION DESCRIPTION
 CQ2212
 CQ2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2212'1.85 MI NE FROM KEATCHIE.
 CQ2212'1.85 MILES NORTHEAST ALONG KEITHVILLE-KEATCHIE ROAD FROM THE POST
 CQ2212'OFFICE IN KEATCHIE, AT THE JUNCTION OF A DIRT ROAD, ON THE TOP OF A
 CQ2212'HILL, AT THE C.E. JOHNSON RESIDENCE, 74.0 FT. EAST OF THE CENTERLINE
 CQ2212'OF KEITHVILLE-KEATCHIE ROAD, 11.0 FT. SOUTH OF THE CENTER OF THE DIRT
 CQ2212'ROAD, 11.0 FT. EAST-NORTHEAST OF A PEACH TREE, 1.0 FT. SOUTH OF A
 CQ2212'FENCE, 23.7 FT. SOUTHEAST OF THE CENTER OF A PIPE AND WIRE GATE.  DISK
 CQ2212'IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CQ2212'PLASTIC SCREW PLUG.
 CQ2212'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CQ2212'THE MARK IS 1 FT ABOVE THE ROAD.
 CQ2212
 CQ2212                          STATION RECOVERY (1996)
 CQ2212
 CQ2212'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2192 ***********************************************************************
 CQ2192  DESIGNATION -  G 272
 CQ2192  PID         -  CQ2192
 CQ2192  STATE/COUNTY-  LA/CADDO
 CQ2192  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2192
 CQ2192                         *CURRENT SURVEY CONTROL
 CQ2192  ___________________________________________________________________
 CQ2192* NAD 83(1986)-  32 28 15.     (N)    093 46 23.     (W)     SCALED    
 CQ2192* NAVD 88     -        71.424  (meters)     234.33   (feet)  ADJUSTED  
 CQ2192  ___________________________________________________________________
 CQ2192  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2192  DYNAMIC HT  -          71.344 (meters)     234.07  (feet)  COMP
 CQ2192  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CQ2192
 CQ2192  VERT ORDER  -  FIRST     CLASS II
 CQ2192
 CQ2192.The horizontal coordinates were scaled from a topographic map and have
 CQ2192.an estimated accuracy of +/- 6 seconds.
 CQ2192
 CQ2192.The orthometric height was determined by differential leveling
 CQ2192.and adjusted by the National Geodetic Survey in June 1991..
 CQ2192
 CQ2192.The geoid height was determined by GEOID03.
 CQ2192
 CQ2192.The dynamic height is computed by dividing the NAVD 88
 CQ2192.geopotential number by the normal gravity value computed on the
 CQ2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2192.degrees latitude (g = 980.6199 gals.).
 CQ2192
 CQ2192.The modeled gravity was interpolated from observed gravity values.
 CQ2192
 CQ2192;                    North         East    Units  Estimated Accuracy
 CQ2192;SPC LA N     -   219,220.      880,330.      MT  (+/- 180 meters Scaled)
 CQ2192
 CQ2192                          SUPERSEDED SURVEY CONTROL
 CQ2192
 CQ2192  NGVD 29 (??/??/??)   71.495  (m)          234.56   (f) ADJUSTED    1 2
 CQ2192
 CQ2192.Superseded values are not recommended for survey control.
 CQ2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2192.See file dsdata.txt to determine how the superseded data were derived.
 CQ2192
 CQ2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR273928(NAD 83)
 CQ2192_MARKER: DB = BENCH MARK DISK
 CQ2192_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2192_SP_SET: STAINLESS STEEL ROD
 CQ2192_STAMPING: G 272 1979
 CQ2192_PROJECTION: FLUSH
 CQ2192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2192+STABILITY: POSITION/ELEVATION WELL
 CQ2192_ROD/PIPE-DEPTH: 6.10 meters
 CQ2192
 CQ2192  HISTORY     - Date     Condition        Report By
 CQ2192  HISTORY     - 1979     MONUMENTED       NGS
 CQ2192  HISTORY     - 1990     GOOD             USPSQD
 CQ2192  HISTORY     - 19990515 GOOD             USPSQD
 CQ2192
 CQ2192                          STATION DESCRIPTION
 CQ2192
 CQ2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2192'2.4 MI SW FROM SHREVEPORT.
 CQ2192'1.35 MILES SOUTHWEST ALONG TEXAS AVENUE FROM THE JUNCTION OF
 CQ2192'MURPHY STREET AT THE CITY HALL IN SHREVEPORT, THENCE 1.05 MILES
 CQ2192'SOUTH ALONG MANSFIELD ROAD, AT THE JUNCTION OF MIDWAY AVENUE,
 CQ2192'48.0 FT. EAST OF THE CENTERLINE OF THE ROAD, 31.5 FT. SOUTH OF THE
 CQ2192'CENTERLINE OF THE AVENUE, 20.0 FT. WEST OF THE WEST RAIL OF THE
 CQ2192'SOUTHERN PACIFIC RAILROAD, 3.0 FT. EAST OF A LIGHT POLE, 19.0 FT.
 CQ2192'SOUTHWEST OF A SEMAPHORE.  DISK IS 4 INCHES BELOW GROUND, ACCESS
 CQ2192'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2192'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 CQ2192'THE MARK IS 1 FT ABOVE MANSFIELD ROAD.
 CQ2192
 CQ2192                          STATION RECOVERY (1990)
 CQ2192
 CQ2192'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2192'RECOVERED IN GOOD CONDITION.
 CQ2192
 CQ2192                          STATION RECOVERY (1999)
 CQ2192
 CQ2192'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1527 ***********************************************************************
 BJ1527  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ1527  CBN         -  This is a Cooperative Base Network Control Station.
 BJ1527  DESIGNATION -  G 275
 BJ1527  PID         -  BJ1527
 BJ1527  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1527  USGS QUAD   -  MANCHAC (1979)
 BJ1527
 BJ1527                         *CURRENT SURVEY CONTROL
 BJ1527  ___________________________________________________________________
 BJ1527* NAD 83(1992)-  30 17 21.24957(N)    090 24 06.83179(W)     ADJUSTED  
 BJ1527* NAVD 88     -         1.59 **(meters)       5.2  **(feet)  GPS OBS(2004.65)
 BJ1527  **This station is located in a subsidence area (see below).
 BJ1527  ___________________________________________________________________
 BJ1527  X           -     -38,664.203 (meters)                     COMP
 BJ1527  Y           -  -5,511,997.739 (meters)                     COMP
 BJ1527  Z           -   3,198,088.063 (meters)                     COMP
 BJ1527  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ1527  ELLIP HEIGHT-         -25.09  (meters)          (12/29/04) GPS OBS
 BJ1527  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BJ1527  DYNAMIC HT  -           1.59  (meters)       5.2   (feet)  COMP
 BJ1527  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 BJ1527  OBS GRAVITY -     979,337.8   (mgal)                       GRAV_OBS
 BJ1527
 BJ1527  HORZ ORDER  -  B
 BJ1527  VERT ORDER  -  THIRD (See Below)
 BJ1527  ELLP ORDER  -  FOURTH    CLASS I
 BJ1527
 BJ1527.The horizontal coordinates were established by GPS observations
 BJ1527.and adjusted by the National Geodetic Survey in December 2004..
 BJ1527
 BJ1527 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1527 ** and geoid heights are valid at the date of observation. These heights
 BJ1527 ** must always be validated when used as control.
 BJ1527 ** The orthometric height was determined by GPS observations using
 BJ1527 ** precise GPS observation and processing techniques and a new
 BJ1527 ** realization of GEOID03. It supersedes the leveled height previously
 BJ1527 ** determined for this station.
 BJ1527 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1527 ** epoch indicated which incorporates improved geoid heights for the
 BJ1527 ** Southern Louisiana Subsidence area.
 BJ1527 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1527.The orthometric height was determined by GPS observations and a
 BJ1527.high-resolution geoid model using precise GPS observation and
 BJ1527.processing techniques. It supersedes the leveled height previously
 BJ1527.determined for this station.
 BJ1527.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1527
 BJ1527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1527
 BJ1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1527
 BJ1527.The ellipsoidal height was determined by GPS observations
 BJ1527.and is referenced to NAD 83.
 BJ1527
 BJ1527.The geoid height was determined by GEOID03.
 BJ1527
 BJ1527.The dynamic height is computed by dividing the NAVD 88
 BJ1527.geopotential number by the normal gravity value computed on the
 BJ1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1527.degrees latitude (g = 980.6199 gals.).
 BJ1527
 BJ1527.The modeled gravity was interpolated from observed gravity values.
 BJ1527.The observed gravity was obtained from relative gravimeter ties
 BJ1527.to the IGSN71 gravity network.
 BJ1527
 BJ1527;                    North         East     Units Scale Factor Converg.
 BJ1527;SPC LA S     -   198,691.558 1,089,602.489   MT  0.99993836   +0 27 56.6
 BJ1527;SPC LA S     -   651,873.89  3,574,804.17   sFT  0.99993836   +0 27 56.6
 BJ1527;UTM  15      - 3,353,694.599   749,893.486   MT  1.00037047   +1 18 39.9
 BJ1527
 BJ1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1527!SPC LA S     -   1.00000394  x   0.99993836  =   0.99994230
 BJ1527!UTM  15      -   1.00000394  x   1.00037047  =   1.00037441
 BJ1527
 BJ1527                          SUPERSEDED SURVEY CONTROL
 BJ1527
 BJ1527  ELLIP H (02/12/02)  -25.08   (m)                       GP(       ) 4 2
 BJ1527  NAD 83(1992)-  30 17 21.26524(N)    090 24 06.82829(W) AD(       ) 1
 BJ1527  NAD 83(1992)-  30 17 21.24891(N)    090 24 06.83150(W) AD(       ) B
 BJ1527  ELLIP H (09/10/92)  -25.00   (m)                       GP(       ) 4 1
 BJ1527  NAVD 88 (02/14/94)    1.680  (m)            5.51   (f) ADJUSTED    1 1
 BJ1527  NAVD 88 (06/15/91)    1.728  (m)            5.67   (f) UNKNOWN     1 1
 BJ1527  NGVD 29 (??/??/??)    1.714  (m)            5.62   (f) ADJUSTED    1 1
 BJ1527
 BJ1527.Superseded values are not recommended for survey control.
 BJ1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1527.See file dsdata.txt to determine how the superseded data were derived.
 BJ1527
 BJ1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4989353695(NAD 83)
 BJ1527_MARKER: DB = BENCH MARK DISK
 BJ1527_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1527_SP_SET: SET IN SEAWALL
 BJ1527_STAMPING: G275 1969
 BJ1527_MARK LOGO: CGS   
 BJ1527_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1527+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 BJ1527
 BJ1527  HISTORY     - Date     Condition        Report By
 BJ1527  HISTORY     - 1969     MONUMENTED       CGS
 BJ1527  HISTORY     - 1978     GOOD             USE
 BJ1527  HISTORY     - 1986     GOOD             NGS
 BJ1527  HISTORY     - 19910905 GOOD             LADTD
 BJ1527  HISTORY     - 19920618 GOOD             NGS
 BJ1527  HISTORY     - 19930218 GOOD             NOS
 BJ1527  HISTORY     - 20010307 GOOD             JCLS
 BJ1527  HISTORY     - 20030403 GOOD             3001
 BJ1527
 BJ1527                          STATION DESCRIPTION
 BJ1527
 BJ1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1527'IN MANCHAC.
 BJ1527'AT MANCHAC, SET ON THE TOP OF THE EAST END OF THE NORTH CONCRETE
 BJ1527'ABUTMENT OF THE U. S. HIGHWAY 51 BRIDGE OVER PASS MANCHAC, 19.5 FEET
 BJ1527'EAST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET WEST OF THE EAST END
 BJ1527'OF THE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.  IN SECT.4, T 9 S, R
 BJ1527'8 E.
 BJ1527
 BJ1527                          STATION RECOVERY (1978)
 BJ1527
 BJ1527'RECOVERY NOTE BY US ENGINEERS 1978
 BJ1527'RECOVERED IN GOOD CONDITION.
 BJ1527
 BJ1527                          STATION RECOVERY (1986)
 BJ1527
 BJ1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1527'RECOVERED IN GOOD CONDITION.
 BJ1527
 BJ1527                          STATION RECOVERY (1991)
 BJ1527
 BJ1527'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BJ1527'THE STATION IS LOCATED IN MANCHAC, AT THE NORTH END OF THE BRIDGE OVER
 BJ1527'PASS MANCHAC, SET IN THE NORTHEAST ABUTMENT OF THE BRIDGE.
 BJ1527'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ1527'TO REACH THE STATION FROM INTERSTATE HIGHWAY 55 EXIT 15 AT MANCHAC, GO
 BJ1527'EASTERLY FOT 0.05 MI (0.08 KM) TO A T-JUNCTION, TURN RIGHT SOUTH ON A
 BJ1527'PAVED ROAD (OLD U.S. HIGHWAY 51) FOR 0.55 MI (0.89 KM) TO THE STATION
 BJ1527'ON THE LEFT.
 BJ1527'THE STATION IS 19.5 FT (5.9 M) EAST FROM THE CENTER OF THE PAVED ROAD
 BJ1527'(OLD U.S. HIGHWAY 51), 5.0 FT (1.5 M) EAST-SOUTHEAST FROM A
 BJ1527'FIBERGLASS WITNESS POST, 2.2 FT (0.7 M) WEST FROM THE EAST END OF THE
 BJ1527'ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ1527'NOTE--HIGH TRIPOD AND 30 METER (98.4 FT) ANTENNA CABLE NEEDED.
 BJ1527
 BJ1527                          STATION RECOVERY (1992)
 BJ1527
 BJ1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1527'16.9 KM (10.50 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1527'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, IN TOP OF AND 0.7 M
 BJ1527'(2.3 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A
 BJ1527'HIGHWAY BRIDGE SPANNING PASS MANCHAC, 92.0 M (301.8 FT) SOUTHWEST OF
 BJ1527'THE NEAR RAIL, 6.0 M (19.7 FT) NORTHEAST OF THE CENTER OF THE
 BJ1527'HIGHWAY, 1.6 M (5.2 FT) EAST-SOUTHEAST OF A WITNESS POST, AND 0.3 M
 BJ1527'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ1527
 BJ1527                          STATION RECOVERY (1993)
 BJ1527
 BJ1527'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 BJ1527'RECOVERED AS DESCRIBED.
 BJ1527
 BJ1527                          STATION RECOVERY (2001)
 BJ1527
 BJ1527'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BJ1527'RECOVERED IN GOOD CONDITION.
 BJ1527
 BJ1527                          STATION RECOVERY (2003)
 BJ1527
 BJ1527'RECOVERY NOTE BY 3001, INC 2003 (JP)
 BJ1527'THE STATION IS LOCATED IN MANCHAC, LA (TANGIPHOA PARISH) 10.6 MILES
 BJ1527'SOUTH EAST OF  PONTCHATOULA, LA. 16.1 MILES NORTHEAST OF LAPLACE, LA
 BJ1527'22.4 MILES NORTHWEST OF KENNER, LA  APPROX. 200 FT. SOUTHWEST OF
 BJ1527'MIDDENDORF'S RESTURANT.
 BJ1527' 
 BJ1527'OWNERSHIP- LOUISIANA DEPARTMENT OF HWY'S.
 BJ1527' 
 BJ1527'TO REACH THE STATION FROM THE INTERSECTION OF HWY 51 AND 22 IN
 BJ1527'PONCHATOULA, LA PROCEED  SOUTHEAST 10.6 MILES ON HWY 51 TO THE NORTH
 BJ1527'END OF HWY. 51 BRIDGE OVERPASS AT MANCHAC  AND G275 IS ON THE LEFT.
 BJ1527' 
 BJ1527'THE STATION IS A DISK SET FLUSH WITH THE TOP OF THE CONCRETE ABUTMENT
 BJ1527'AT THE  NORTHEAST END OF THE HWY. 51 BRIDGE. 0.7M (2.3FT) WEST OF THE
 BJ1527'EAST END OF THE NORTHEAST  CONCRETE ABUTMENT. 6.0M (19.7 FT) NORTHEAST
 BJ1527'OF THE CENTER OF HWY 51. 13.8 M (45.4FT.)  SOUTHWEST OF WOODEN UTILITY
 BJ1527'POLE WITH LIGHT. 0.3M (1.0FT) BELOW THE LEVEL OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1926 ***********************************************************************
 BX1926  DESIGNATION -  G 28
 BX1926  PID         -  BX1926
 BX1926  STATE/COUNTY-  LA/SABINE
 BX1926  USGS QUAD   -  MANY (1994)
 BX1926
 BX1926                         *CURRENT SURVEY CONTROL
 BX1926  ___________________________________________________________________
 BX1926* NAD 83(1986)-  31 33 07.     (N)    093 28 14.     (W)     SCALED    
 BX1926* NAVD 88     -        74.51   (+/-2cm)     244.5    (feet)  VERTCON   
 BX1926  ___________________________________________________________________
 BX1926  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX1926
 BX1926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1926
 BX1926.The horizontal coordinates were scaled from a topographic map and have
 BX1926.an estimated accuracy of +/- 6 seconds.
 BX1926
 BX1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1926.The vertical order pertains to the NGVD 29 superseded value.
 BX1926
 BX1926.The geoid height was determined by GEOID03.
 BX1926
 BX1926;                    North         East    Units  Estimated Accuracy
 BX1926;SPC LA N     -   117,050.      907,850.      MT  (+/- 180 meters Scaled)
 BX1926
 BX1926                          SUPERSEDED SURVEY CONTROL
 BX1926
 BX1926  NGVD 29 (??/??/??)   74.600  (m)          244.75   (f) ADJUSTED    2 0
 BX1926
 BX1926.Superseded values are not recommended for survey control.
 BX1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1926.See file dsdata.txt to determine how the superseded data were derived.
 BX1926
 BX1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ553908(NAD 83)
 BX1926_MARKER: DB = BENCH MARK DISK
 BX1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1926_STAMPING: G 28 1935
 BX1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1926+STABILITY: SURFACE MOTION
 BX1926
 BX1926  HISTORY     - Date     Condition        Report By
 BX1926  HISTORY     - 1935     MONUMENTED       CGS
 BX1926  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX1926  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1926
 BX1926                          STATION DESCRIPTION
 BX1926
 BX1926'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1926'1.3 MI SE FROM MANY.
 BX1926'1.3 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1926'STATION AT MANY, SABINE PARISH, AT THE CROSSING OF A PRIVATE ROAD
 BX1926'LEADING TO A NEGRO SHACK, 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BX1926'A FARMHOUSE, 16 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 74 FEET
 BX1926'WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED G 28 1935 AND SET IN
 BX1926'THE TOP OF A CONCRETE POST.
 BX1926
 BX1926                          STATION RECOVERY (2001)
 BX1926
 BX1926'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0183 ***********************************************************************
 AT0183  DESIGNATION -  G 280
 AT0183  PID         -  AT0183
 AT0183  STATE/COUNTY-  LA/PLAQUEMINES
 AT0183  USGS QUAD   -  SOUTH PASS (1971)
 AT0183
 AT0183                         *CURRENT SURVEY CONTROL
 AT0183  ___________________________________________________________________
 AT0183* NAD 83(1986)-  29 02 35.     (N)    089 11 49.     (W)     SCALED    
 AT0183* NAVD 88     -         0.458  (meters)       1.50   (feet)  READJUSTED
 AT0183  ___________________________________________________________________
 AT0183  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AT0183  DYNAMIC HT  -           0.460 (meters)       1.51  (feet)  COMP
 AT0183  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 AT0183
 AT0183  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0183
 AT0183.The horizontal coordinates were scaled from a topographic map and have
 AT0183.an estimated accuracy of +/- 6 seconds.
 AT0183
 AT0183.The orthometric height was determined by differential leveling
 AT0183.and adjusted by the National Geodetic Survey in February 1994..
 AT0183.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0183.distribution rate of 0.0 thru 1.0 mm/km.
 AT0183.The height was derived from older observations constrained to new
 AT0183.heights in a crustal motion area.  The height is approximate in
 AT0183.relation to other heights in its vicinity.
 AT0183
 AT0183.The geoid height was determined by GEOID03.
 AT0183
 AT0183.The dynamic height is computed by dividing the NAVD 88
 AT0183.geopotential number by the normal gravity value computed on the
 AT0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0183.degrees latitude (g = 980.6199 gals.).
 AT0183
 AT0183.The modeled gravity was interpolated from observed gravity values.
 AT0183
 AT0183;                    North         East    Units  Estimated Accuracy
 AT0183;SPC LA S     -    62,140.    1,208,080.      MT  (+/- 180 meters Scaled)
 AT0183
 AT0183                          SUPERSEDED SURVEY CONTROL
 AT0183
 AT0183  NGVD 29 (??/??/??)    0.538  (m)            1.77   (f) ADJUSTED    1 1
 AT0183
 AT0183.Superseded values are not recommended for survey control.
 AT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0183.See file dsdata.txt to determine how the superseded data were derived.
 AT0183
 AT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT860147(NAD 83)
 AT0183_MARKER: DB = BENCH MARK DISK
 AT0183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0183_SP_SET: 120 FEET
 AT0183_STAMPING: G 280 1971
 AT0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0183
 AT0183  HISTORY     - Date     Condition        Report By
 AT0183  HISTORY     - 1971     MONUMENTED       NGS
 AT0183
 AT0183                          STATION DESCRIPTION
 AT0183
 AT0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0183'2.7 MI NW FROM PORT EADS.
 AT0183'ABOUT 2.7 MILES NORTHWEST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0183'THE LIGHTHOUSE AT PORT EADS, 47 YARDS SOUTHWEST OF THE SOUTHWEST BANK
 AT0183'OF THE PASS, 60 YARDS NORTH OF THE NORTH EDGE OF A CANAL LEADING
 AT0183'WESTERLY TO A LAKE, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 AT0183'ROD PROJECTING 18 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 AT0183'BY 4 CREOSOTED WOODEN POST, ENCASED IN A 4 INCH PLASTIC PIPE WHICH
 AT0183'PROJECTS 18 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 AT0183'TO A DEPTH OF 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0534 ***********************************************************************
 AT0534  DESIGNATION -  G 280 USE RESET 1977
 AT0534  PID         -  AT0534
 AT0534  STATE/COUNTY-  LA/PLAQUEMINES
 AT0534  USGS QUAD   -  SOUTH PASS (1971)
 AT0534
 AT0534                         *CURRENT SURVEY CONTROL
 AT0534  ___________________________________________________________________
 AT0534* NAD 83(1986)-  29 02 35.     (N)    089 11 49.     (W)     SCALED    
 AT0534* NAVD 88     -         0.82   (+/-2cm)       2.7    (feet)  VERTCON   
 AT0534  ___________________________________________________________________
 AT0534  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AT0534
 AT0534  VERT ORDER  -  THIRD (See Below)
 AT0534
 AT0534.The horizontal coordinates were scaled from a topographic map and have
 AT0534.an estimated accuracy of +/- 6 seconds.
 AT0534
 AT0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0534.The vertical order pertains to the NGVD 29 superseded value.
 AT0534
 AT0534.The geoid height was determined by GEOID03.
 AT0534
 AT0534;                    North         East    Units  Estimated Accuracy
 AT0534;SPC LA S     -    62,140.    1,208,080.      MT  (+/- 180 meters Scaled)
 AT0534
 AT0534                          SUPERSEDED SURVEY CONTROL
 AT0534
 AT0534  NGVD 29 (??/??/??)    0.90   (m)            3.0    (f) RESET       3  
 AT0534
 AT0534.Superseded values are not recommended for survey control.
 AT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0534.See file dsdata.txt to determine how the superseded data were derived.
 AT0534
 AT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT860147(NAD 83)
 AT0534_MARKER: DB = BENCH MARK DISK
 AT0534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0534_STAMPING: G 280 RESET 1977
 AT0534_PROJECTION: PROJECTING 8 CENTIMETERS
 AT0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0534_ROD/PIPE-DEPTH: 23.5 meters
 AT0534
 AT0534  HISTORY     - Date     Condition        Report By
 AT0534  HISTORY     - 1977     MONUMENTED       USE
 AT0534
 AT0534                          STATION DESCRIPTION
 AT0534
 AT0534'DESCRIBED BY US ENGINEERS 1977
 AT0534'2.9 MI NW FROM PORT EADS.
 AT0534'2.9 MILES NORTHWEST ALONG THE SOUTHWEST BANK OF THE SOUTH PASS
 AT0534'FROM THE LIGHTHOUSE IN PORT EADS, DIRECTLY UNDER THE CENTER OF
 AT0534'TOWER 15-S, ABOUT 200 FEET WEST OF THE BANK OF SOUTH PASS AND ON
 AT0534'BASE LINE STATION 400+72.8. A COPPER COATED STEEL ROD ENCASED
 AT0534'IN A 4-INCH PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0011 ***********************************************************************
 BJ0011  DESIGNATION -  G 282
 BJ0011  PID         -  BJ0011
 BJ0011  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0011  USGS QUAD   -  INNIS (1994)
 BJ0011
 BJ0011                         *CURRENT SURVEY CONTROL
 BJ0011  ___________________________________________________________________
 BJ0011* NAD 83(1986)-  30 56 34.     (N)    091 39 54.     (W)     SCALED    
 BJ0011* NAVD 88     -        14.967  (meters)      49.10   (feet)  ADJUSTED  
 BJ0011  ___________________________________________________________________
 BJ0011  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0011  DYNAMIC HT  -          14.948 (meters)      49.04  (feet)  COMP
 BJ0011  MODELED GRAV-     979,383.2   (mgal)                       NAVD 88
 BJ0011
 BJ0011  VERT ORDER  -  FIRST     CLASS I
 BJ0011
 BJ0011.The horizontal coordinates were scaled from a topographic map and have
 BJ0011.an estimated accuracy of +/- 6 seconds.
 BJ0011
 BJ0011.The orthometric height was determined by differential leveling
 BJ0011.and adjusted by the National Geodetic Survey in February 1994..
 BJ0011
 BJ0011.The geoid height was determined by GEOID03.
 BJ0011
 BJ0011.The dynamic height is computed by dividing the NAVD 88
 BJ0011.geopotential number by the normal gravity value computed on the
 BJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0011.degrees latitude (g = 980.6199 gals.).
 BJ0011
 BJ0011.The modeled gravity was interpolated from observed gravity values.
 BJ0011
 BJ0011;                    North         East    Units  Estimated Accuracy
 BJ0011;SPC LA S     -   270,830.      968,300.      MT  (+/- 180 meters Scaled)
 BJ0011
 BJ0011                          SUPERSEDED SURVEY CONTROL
 BJ0011
 BJ0011  NAVD 88 (06/15/91)   14.995  (m)           49.20   (f) UNKNOWN     1 1
 BJ0011  NGVD 29 (??/??/??)   14.951  (m)           49.05   (f) ADJUSTED    1 1
 BJ0011
 BJ0011.Superseded values are not recommended for survey control.
 BJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0011.See file dsdata.txt to determine how the superseded data were derived.
 BJ0011
 BJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ275240(NAD 83)
 BJ0011_MARKER: DB = BENCH MARK DISK
 BJ0011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0011_SP_SET: COPPER-CLAD STEEL ROD
 BJ0011_STAMPING: G 282 1976
 BJ0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0011
 BJ0011  HISTORY     - Date     Condition        Report By
 BJ0011  HISTORY     - 1976     MONUMENTED       NGS
 BJ0011  HISTORY     - 1980     GOOD             LADTD
 BJ0011
 BJ0011                          STATION DESCRIPTION
 BJ0011
 BJ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0011'3.4 MI NORTH FROM WILLIAMSPORT.
 BJ0011'3.4 MILES NORTH ALONG STATE HIGHWAY 418 FROM THE ST. STEPHENS CHURCH
 BJ0011'AT WILLIAMSPORT, AT THE NORTH APEX OF A TRIANGLE FORMED BY A GRAVEL
 BJ0011'ROAD LEADING EAST TO THE ANGOLA FERRY, 50 FT EAST OF THE CENTER
 BJ0011'LINE OF THE HIGHWAY, 30 FT NORTHEAST OF THE CENTER LINE OF THE GRAVEL
 BJ0011'ROAD, 19.5 FT SOUTHEAST OF A METAL GATE, 2 FT SOUTHWEST OF A FENCE.
 BJ0011
 BJ0011                          STATION RECOVERY (1980)
 BJ0011
 BJ0011'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0462 ***********************************************************************
 BJ0462  DESIGNATION -  G 283
 BJ0462  PID         -  BJ0462
 BJ0462  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0462  USGS QUAD   -  ZACHARY (1980)
 BJ0462
 BJ0462                         *CURRENT SURVEY CONTROL
 BJ0462  ___________________________________________________________________
 BJ0462* NAD 83(1986)-  30 43 08.     (N)    091 10 06.     (W)     SCALED    
 BJ0462* NAVD 88     -        37.581  (meters)     123.30   (feet)  ADJUSTED  
 BJ0462  ___________________________________________________________________
 BJ0462  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0462  DYNAMIC HT  -          37.533 (meters)     123.14  (feet)  COMP
 BJ0462  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ0462
 BJ0462  VERT ORDER  -  FIRST     CLASS I
 BJ0462
 BJ0462.The horizontal coordinates were scaled from a topographic map and have
 BJ0462.an estimated accuracy of +/- 6 seconds.
 BJ0462
 BJ0462.The orthometric height was determined by differential leveling
 BJ0462.and adjusted by the National Geodetic Survey in September 1998..
 BJ0462
 BJ0462.The geoid height was determined by GEOID03.
 BJ0462
 BJ0462.The dynamic height is computed by dividing the NAVD 88
 BJ0462.geopotential number by the normal gravity value computed on the
 BJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0462.degrees latitude (g = 980.6199 gals.).
 BJ0462
 BJ0462.The modeled gravity was interpolated from observed gravity values.
 BJ0462
 BJ0462;                    North         East    Units  Estimated Accuracy
 BJ0462;SPC LA S     -   245,970.    1,015,800.      MT  (+/- 180 meters Scaled)
 BJ0462
 BJ0462                          SUPERSEDED SURVEY CONTROL
 BJ0462
 BJ0462  NAVD 88 (02/14/94)   37.592  (m)          123.33   (f) UNKNOWN     1 1
 BJ0462  NGVD 29 (??/??/??)   37.580  (m)          123.29   (f) ADJUSTED    1 1
 BJ0462
 BJ0462.Superseded values are not recommended for survey control.
 BJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0462.See file dsdata.txt to determine how the superseded data were derived.
 BJ0462
 BJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP753998(NAD 83)
 BJ0462_MARKER: DV = VERTICAL CONTROL DISK
 BJ0462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0462_SP_SET: BRIDGE ABUTMENT
 BJ0462_STAMPING: G 283 1976
 BJ0462_MARK LOGO: NGS   
 BJ0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0462+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1996
 BJ0462
 BJ0462  HISTORY     - Date     Condition        Report By
 BJ0462  HISTORY     - 1976     MONUMENTED       NGS
 BJ0462  HISTORY     - 19960108 GOOD             LADTD
 BJ0462
 BJ0462                          STATION DESCRIPTION
 BJ0462
 BJ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0462'1.65 MI WEST FROM SLAUGHTER.
 BJ0462'1.65 MILES WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0462'SLAUGHTER, 15 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BJ0462'TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE CONCRETE
 BJ0462'BRIDGE OVER BLACK CREEK, 2.5 FT SOUTH OF THE NORTH END OF THE
 BJ0462'ABUTMENT.
 BJ0462
 BJ0462                          STATION RECOVERY (1996)
 BJ0462
 BJ0462'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ0462'THE STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) WEST OF SLAUGHTER, 4.5 MI
 BJ0462'(7.2 KM) WEST-NORTHWEST OF ZACHARY, 11.0 MI (17.7 KM) EAST-SOUTHEAST
 BJ0462'OF ST.  FRANCISVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ0462'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ0462'OF STATE HIGHWAYS 19 AND 412 IN SLAUGHTER, GO WEST FOR 1.7 MI (2.7 KM)
 BJ0462'ON HIGHWAY 412 TO THE STATION ON THE RIGHT SET IN THE TOP OF THE NORTH
 BJ0462'END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER BLACK
 BJ0462'CREEK. THE STATION IS 15.0 FT (4.6 M) NORTH FROM THE CENTER OF THE
 BJ0462'HIGHWAY, 2.5 FT (0.8 M) SOUTH FROM THE NORTH END OF THE ABUTMENT,
 BJ0462'FLUSH WITH THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0442 ***********************************************************************
 BJ0442  DESIGNATION -  G 284
 BJ0442  PID         -  BJ0442
 BJ0442  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0442  USGS QUAD   -  PORT HUDSON (1994)
 BJ0442
 BJ0442                         *CURRENT SURVEY CONTROL
 BJ0442  ___________________________________________________________________
 BJ0442* NAD 83(1986)-  30 44 29.     (N)    091 19 51.     (W)     SCALED    
 BJ0442* NAVD 88     -        37.312  (meters)     122.41   (feet)  ADJUSTED  
 BJ0442  ___________________________________________________________________
 BJ0442  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0442  DYNAMIC HT  -          37.264 (meters)     122.26  (feet)  COMP
 BJ0442  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 BJ0442
 BJ0442  VERT ORDER  -  FIRST     CLASS I
 BJ0442
 BJ0442.The horizontal coordinates were scaled from a topographic map and have
 BJ0442.an estimated accuracy of +/- 6 seconds.
 BJ0442
 BJ0442.The orthometric height was determined by differential leveling
 BJ0442.and adjusted by the National Geodetic Survey in February 1994..
 BJ0442
 BJ0442.The geoid height was determined by GEOID03.
 BJ0442
 BJ0442.The dynamic height is computed by dividing the NAVD 88
 BJ0442.geopotential number by the normal gravity value computed on the
 BJ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0442.degrees latitude (g = 980.6199 gals.).
 BJ0442
 BJ0442.The modeled gravity was interpolated from observed gravity values.
 BJ0442
 BJ0442;                    North         East    Units  Estimated Accuracy
 BJ0442;SPC LA S     -   248,450.    1,000,240.      MT  (+/- 180 meters Scaled)
 BJ0442
 BJ0442                          SUPERSEDED SURVEY CONTROL
 BJ0442
 BJ0442  NGVD 29 (??/??/??)   37.299  (m)          122.37   (f) ADJUSTED    1 1
 BJ0442
 BJ0442.Superseded values are not recommended for survey control.
 BJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0442.See file dsdata.txt to determine how the superseded data were derived.
 BJ0442
 BJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ597021(NAD 83)
 BJ0442_MARKER: DB = BENCH MARK DISK
 BJ0442_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0442+WITH SETTING: INTO GROUND
 BJ0442_SP_SET: METAL ROD WITH BASE PLATE
 BJ0442_STAMPING: G 284 1976
 BJ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0442+STABILITY: SURFACE MOTION
 BJ0442
 BJ0442  HISTORY     - Date     Condition        Report By
 BJ0442  HISTORY     - 1976     MONUMENTED       NGS
 BJ0442
 BJ0442                          STATION DESCRIPTION
 BJ0442
 BJ0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0442'5.05 MI SE FROM ST FRANCISVILLE.
 BJ0442'1.85 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0442'HIGHWAY 10 AT ST. FRANCISVILLE, THENCE 3.2 MILES SOUTH ALONG STATE
 BJ0442'HIGHWAY 965 (POWELL STATION ROAD), 0.05 MILE NORTHWEST OF A SMALL
 BJ0442'HOUSE, AT A V IN A FENCE, 29.5 FT NORTHEAST OF THE CENTER LINE
 BJ0442'OF THE HIGHWAY, 4.4 FT NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0190 ***********************************************************************
 BJ0190  DESIGNATION -  G 284 X
 BJ0190  PID         -  BJ0190
 BJ0190  STATE/COUNTY-  LA/ST LANDRY
 BJ0190  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0190
 BJ0190                         *CURRENT SURVEY CONTROL
 BJ0190  ___________________________________________________________________
 BJ0190* NAD 83(1986)-  30 50 10.     (N)    091 48 39.     (W)     SCALED    
 BJ0190* NAVD 88     -        11.442  (meters)      37.54   (feet)  ADJUSTED  
 BJ0190  ___________________________________________________________________
 BJ0190  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0190  DYNAMIC HT  -          11.428 (meters)      37.49  (feet)  COMP
 BJ0190  MODELED GRAV-     979,373.9   (mgal)                       NAVD 88
 BJ0190
 BJ0190  VERT ORDER  -  FIRST     CLASS I
 BJ0190
 BJ0190.The horizontal coordinates were scaled from a topographic map and have
 BJ0190.an estimated accuracy of +/- 6 seconds.
 BJ0190
 BJ0190.The orthometric height was determined by differential leveling
 BJ0190.and adjusted by the National Geodetic Survey in February 1994..
 BJ0190
 BJ0190.The geoid height was determined by GEOID03.
 BJ0190
 BJ0190.The dynamic height is computed by dividing the NAVD 88
 BJ0190.geopotential number by the normal gravity value computed on the
 BJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0190.degrees latitude (g = 980.6199 gals.).
 BJ0190
 BJ0190.The modeled gravity was interpolated from observed gravity values.
 BJ0190
 BJ0190;                    North         East    Units  Estimated Accuracy
 BJ0190;SPC LA S     -   259,050.      954,320.      MT  (+/- 180 meters Scaled)
 BJ0190
 BJ0190                          SUPERSEDED SURVEY CONTROL
 BJ0190
 BJ0190  NAVD 88 (06/15/91)   11.475  (m)           37.65   (f) UNKNOWN     1 1
 BJ0190  NGVD 29 (??/??/??)   11.433  (m)           37.51   (f) ADJUSTED    1 1
 BJ0190
 BJ0190.Superseded values are not recommended for survey control.
 BJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0190.See file dsdata.txt to determine how the superseded data were derived.
 BJ0190
 BJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ137120(NAD 83)
 BJ0190_MARKER: DB = BENCH MARK DISK
 BJ0190_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0190+WITH SETTING: INTO GROUND
 BJ0190_SP_SET: METAL ROD WITH BASE PLATE
 BJ0190_STAMPING: G 284 X 1976
 BJ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0190+STABILITY: SURFACE MOTION
 BJ0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0190+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BJ0190
 BJ0190  HISTORY     - Date     Condition        Report By
 BJ0190  HISTORY     - 1976     MONUMENTED       NGS
 BJ0190  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 BJ0190  HISTORY     - 20050317 GOOD             USPSQD
 BJ0190
 BJ0190                          STATION DESCRIPTION
 BJ0190
 BJ0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0190'12.2 MI NORTH FROM MELVILLE.
 BJ0190'12.2 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0190'RAILROAD OVERPASS, 10.8 MI SOUTH OF SIMMESPORT, 0.3 MI SOUTH OF THE
 BJ0190'NEW ZION CHURCH, 40 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 3.2 FT
 BJ0190'SOUTH OF A TELEPHONE POLE NUMBER 98, (NOTE) MARK CAN BE REACHED BY
 BJ0190'GOING 10.8 MI SOUTH ALONG STATE HIGHWAY 105 FROM THE SIMMESPORT
 BJ0190'ELEMENTARY SCHOOL AT SIMMESPORT.
 BJ0190
 BJ0190                          STATION RECOVERY (2004)
 BJ0190
 BJ0190'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0190'MARK NOT FOUND
 BJ0190
 BJ0190                          STATION RECOVERY (2005)
 BJ0190
 BJ0190'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0596 ***********************************************************************
 BJ0596  DESIGNATION -  G 285
 BJ0596  PID         -  BJ0596
 BJ0596  STATE/COUNTY-  LA/IBERVILLE
 BJ0596  USGS QUAD   -  WHITE CASTLE (1992)
 BJ0596
 BJ0596                         *CURRENT SURVEY CONTROL
 BJ0596  ___________________________________________________________________
 BJ0596* NAD 83(1986)-  30 13 25.     (N)    091 09 14.     (W)     SCALED    
 BJ0596* NAVD 88     -         7.145  (meters)      23.44   (feet)  ADJUSTED  
 BJ0596  ___________________________________________________________________
 BJ0596  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0596  DYNAMIC HT  -           7.136 (meters)      23.41  (feet)  COMP
 BJ0596  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BJ0596
 BJ0596  VERT ORDER  -  FIRST     CLASS I
 BJ0596
 BJ0596.The horizontal coordinates were scaled from a topographic map and have
 BJ0596.an estimated accuracy of +/- 6 seconds.
 BJ0596
 BJ0596.The orthometric height was determined by differential leveling
 BJ0596.and adjusted by the National Geodetic Survey in February 1994..
 BJ0596
 BJ0596.The geoid height was determined by GEOID03.
 BJ0596
 BJ0596.The dynamic height is computed by dividing the NAVD 88
 BJ0596.geopotential number by the normal gravity value computed on the
 BJ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0596.degrees latitude (g = 980.6199 gals.).
 BJ0596
 BJ0596.The modeled gravity was interpolated from observed gravity values.
 BJ0596
 BJ0596;                    North         East    Units  Estimated Accuracy
 BJ0596;SPC LA S     -   191,070.    1,017,270.      MT  (+/- 180 meters Scaled)
 BJ0596
 BJ0596                          SUPERSEDED SURVEY CONTROL
 BJ0596
 BJ0596  NGVD 29 (??/??/??)    7.167  (m)           23.51   (f) ADJUSTED    1 1
 BJ0596
 BJ0596.Superseded values are not recommended for survey control.
 BJ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0596.See file dsdata.txt to determine how the superseded data were derived.
 BJ0596
 BJ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP776450(NAD 83)
 BJ0596_MARKER: DB = BENCH MARK DISK
 BJ0596_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0596+WITH SETTING: INTO GROUND
 BJ0596_SP_SET: METAL ROD WITH BASE PLATE
 BJ0596_STAMPING: G 285 1976
 BJ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0596+STABILITY: SURFACE MOTION
 BJ0596
 BJ0596  HISTORY     - Date     Condition        Report By
 BJ0596  HISTORY     - 1976     MONUMENTED       NGS
 BJ0596
 BJ0596                          STATION DESCRIPTION
 BJ0596
 BJ0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0596'1.6 MI NE FROM BAYOU GOULA.
 BJ0596'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0596'HIGHWAY 69, AT THE JUNCTION OF A SHELL ROAD LEADING SOUTHEAST TO THE
 BJ0596'TOP OF A LEVEE, 37 FT SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3
 BJ0596'FT NORTHEAST OF THE NORTHEAST END OF A GATE ACROSS THE ROAD, 1.7 FT
 BJ0596'SOUTHEAST OF A FENCE, THE DISK IS 0.6 FT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0965 ***********************************************************************
 BX0965  DESIGNATION -  G 28.5 USE
 BX0965  PID         -  BX0965
 BX0965  STATE/COUNTY-  LA/RAPIDES
 BX0965  USGS QUAD   -  LECOMPTE (1992)
 BX0965
 BX0965                         *CURRENT SURVEY CONTROL
 BX0965  ___________________________________________________________________
 BX0965* NAD 83(1986)-  31 04 46.     (N)    092 23 33.     (W)     SCALED    
 BX0965* NAVD 88     -        23.81   (+/-2cm)      78.1    (feet)  VERTCON   
 BX0965  ___________________________________________________________________
 BX0965  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BX0965
 BX0965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0965
 BX0965.The horizontal coordinates were scaled from a topographic map and have
 BX0965.an estimated accuracy of +/- 6 seconds.
 BX0965
 BX0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0965.The vertical order pertains to the NGVD 29 superseded value.
 BX0965
 BX0965.The geoid height was determined by GEOID03.
 BX0965
 BX0965;                    North         East    Units  Estimated Accuracy
 BX0965;SPC LA N     -    64,250.    1,010,260.      MT  (+/- 180 meters Scaled)
 BX0965
 BX0965                          SUPERSEDED SURVEY CONTROL
 BX0965
 BX0965  NGVD 29 (??/??/??)   23.788  (m)           78.04   (f) ADJUSTED    2 0
 BX0965
 BX0965.Superseded values are not recommended for survey control.
 BX0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0965.See file dsdata.txt to determine how the superseded data were derived.
 BX0965
 BX0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ579385(NAD 83)
 BX0965_MARKER: P = PIPE CAP
 BX0965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0965_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0965_STAMPING: G28.5
 BX0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0965
 BX0965  HISTORY     - Date     Condition        Report By
 BX0965  HISTORY     - UNK      MONUMENTED       DOD
 BX0965  HISTORY     - 1968     GOOD             LADTD
 BX0965  HISTORY     - 1972     MARK NOT FOUND   USE
 BX0965  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0965
 BX0965                          STATION DESCRIPTION
 BX0965
 BX0965'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0965'IN LECOMPTE.
 BX0965'ABOUT .3 MILES SOUTH ALONG MISSOURI RAILROAD FROM COTTON GROWERS GIN
 BX0965'COMPANY, INC. AT LECOMPTE.  138 FEET NORTH OF THE CENTER LINE OF A
 BX0965'ROAD CROSSING ON A GRAVEL ROAD.  13 FEET WEST OF THE CENTER LINE OF
 BX0965'THE SIDE TRACK, 28 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK. 68
 BX0965'FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 456.  A CORPS OF
 BX0965'ENGINEERS UNITED STATES ARMY STANDARD CAP, ON THE TOP OF AN IRON PIPE,
 BX0965'6 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 5 FEET WEST OF THE
 BX0965'MARK.  1/4, SEC, T 1 N, R 1 E.
 BX0965
 BX0965                          STATION RECOVERY (1972)
 BX0965
 BX0965'RECOVERY NOTE BY US ENGINEERS 1972
 BX0965'MARK NOT FOUND.
 BX0965
 BX0965                          STATION RECOVERY (1999)
 BX0965
 BX0965'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0303 ***********************************************************************
 BJ0303  DESIGNATION -  G 286
 BJ0303  PID         -  BJ0303
 BJ0303  STATE/COUNTY-  LA/IBERVILLE
 BJ0303  USGS QUAD   -  GRAND RIVER (1992)
 BJ0303
 BJ0303                         *CURRENT SURVEY CONTROL
 BJ0303  ___________________________________________________________________
 BJ0303* NAD 83(1986)-  30 12 03.     (N)    091 23 51.     (W)     SCALED    
 BJ0303* NAVD 88     -         5.232  (meters)      17.17   (feet)  ADJUSTED  
 BJ0303  ___________________________________________________________________
 BJ0303  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0303  DYNAMIC HT  -           5.225 (meters)      17.14  (feet)  COMP
 BJ0303  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0303
 BJ0303  VERT ORDER  -  FIRST     CLASS I
 BJ0303
 BJ0303.The horizontal coordinates were scaled from a topographic map and have
 BJ0303.an estimated accuracy of +/- 6 seconds.
 BJ0303
 BJ0303.The orthometric height was determined by differential leveling
 BJ0303.and adjusted by the National Geodetic Survey in February 1994..
 BJ0303
 BJ0303.The geoid height was determined by GEOID03.
 BJ0303
 BJ0303.The dynamic height is computed by dividing the NAVD 88
 BJ0303.geopotential number by the normal gravity value computed on the
 BJ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0303.degrees latitude (g = 980.6199 gals.).
 BJ0303
 BJ0303.The modeled gravity was interpolated from observed gravity values.
 BJ0303
 BJ0303;                    North         East    Units  Estimated Accuracy
 BJ0303;SPC LA S     -   188,530.      993,820.      MT  (+/- 180 meters Scaled)
 BJ0303
 BJ0303                          SUPERSEDED SURVEY CONTROL
 BJ0303
 BJ0303  NGVD 29 (??/??/??)    5.262  (m)           17.26   (f) ADJUSTED    1 1
 BJ0303
 BJ0303.Superseded values are not recommended for survey control.
 BJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0303.See file dsdata.txt to determine how the superseded data were derived.
 BJ0303
 BJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP542421(NAD 83)
 BJ0303_MARKER: DB = BENCH MARK DISK
 BJ0303_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0303+WITH SETTING: INTO GROUND
 BJ0303_SP_SET: METAL ROD WITH BASE PLATE
 BJ0303_STAMPING: G 286
 BJ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0303+STABILITY: SURFACE MOTION
 BJ0303
 BJ0303  HISTORY     - Date     Condition        Report By
 BJ0303  HISTORY     - 1976     MONUMENTED       NGS
 BJ0303
 BJ0303                          STATION DESCRIPTION
 BJ0303
 BJ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0303'5.4 MI NW FROM BAYOU SORREL.
 BJ0303'5.4 MILES NORTHWEST ALONG AN ASPHALT AND A GRAVELED ROAD ALONG THE
 BJ0303'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0303'AT THE CROSSING OF A CATTLE GUARD, ABOUT 200 FT SOUTHWEST OF A STOCK
 BJ0303'PEN, 20 FT SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9.3 FT SOUTHWEST
 BJ0303'OF THE WEST CORNER OF THE CATTLE GUARD, 2.0 FT NORTHWEST OF A FENCE,
 BJ0303'THE DISK IS 0.5 FT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0865 ***********************************************************************
 BJ0865  DESIGNATION -  G 287
 BJ0865  PID         -  BJ0865
 BJ0865  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0865  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0865
 BJ0865                         *CURRENT SURVEY CONTROL
 BJ0865  ___________________________________________________________________
 BJ0865* NAD 83(1986)-  30 28 21.     (N)    091 04 00.     (W)     SCALED    
 BJ0865* NAVD 88     -        15.294  (meters)      50.18   (feet)  ADJUSTED  
 BJ0865  ___________________________________________________________________
 BJ0865  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0865  DYNAMIC HT  -          15.274 (meters)      50.11  (feet)  COMP
 BJ0865  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ0865
 BJ0865  VERT ORDER  -  FIRST     CLASS I
 BJ0865
 BJ0865.The horizontal coordinates were scaled from a topographic map and have
 BJ0865.an estimated accuracy of +/- 6 seconds.
 BJ0865
 BJ0865.The orthometric height was determined by differential leveling
 BJ0865.and adjusted by the National Geodetic Survey in February 1994..
 BJ0865
 BJ0865.The geoid height was determined by GEOID03.
 BJ0865
 BJ0865.The dynamic height is computed by dividing the NAVD 88
 BJ0865.geopotential number by the normal gravity value computed on the
 BJ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0865.degrees latitude (g = 980.6199 gals.).
 BJ0865
 BJ0865.The modeled gravity was interpolated from observed gravity values.
 BJ0865
 BJ0865;                    North         East    Units  Estimated Accuracy
 BJ0865;SPC LA S     -   218,670.    1,025,610.      MT  (+/- 180 meters Scaled)
 BJ0865
 BJ0865                          SUPERSEDED SURVEY CONTROL
 BJ0865
 BJ0865  NAVD 88 (06/15/91)   15.359  (m)           50.39   (f) UNKNOWN     1 1
 BJ0865  NGVD 29 (??/??/??)   15.328  (m)           50.29   (f) ADJUSTED    1 1
 BJ0865
 BJ0865.Superseded values are not recommended for survey control.
 BJ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0865.See file dsdata.txt to determine how the superseded data were derived.
 BJ0865
 BJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP855727(NAD 83)
 BJ0865_MARKER: DB = BENCH MARK DISK
 BJ0865_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0865+WITH SETTING: INTO GROUND
 BJ0865_SP_SET: METAL ROD WITH BASE PLATE
 BJ0865_STAMPING: G 287 1976
 BJ0865_MARK LOGO: NGS   
 BJ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0865+STABILITY: SURFACE MOTION
 BJ0865
 BJ0865  HISTORY     - Date     Condition        Report By
 BJ0865  HISTORY     - 1976     MONUMENTED       NGS
 BJ0865  HISTORY     - 1987     GOOD             LA-033
 BJ0865
 BJ0865                          STATION DESCRIPTION
 BJ0865
 BJ0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0865'5.9 MI EAST FROM BATON ROUGE.
 BJ0865'5.9 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE INTERSTATE
 BJ0865'HIGHWAY 110 OVERPASS, AT THE CROSSING OF WEST DUAL STREET, 72.2 FT
 BJ0865'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2.5 FT WEST OF WEST CURB OF
 BJ0865'THE STREET, 69.9 FT WEST OF AND ACROSS THE STREET FROM THE SOUTHWEST
 BJ0865'CORNER OF A LARGE CONCRETE BUILDING, 2 FT SOUTH OF POWER LINE POLE
 BJ0865'NUMBER 150A L355.
 BJ0865
 BJ0865                          STATION RECOVERY (1987)
 BJ0865
 BJ0865'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1291 ***********************************************************************
 BK1291  DESIGNATION -  G 29
 BK1291  PID         -  BK1291
 BK1291  STATE/COUNTY-  LA/BEAUREGARD
 BK1291  USGS QUAD   -  DERIDDER (1994)
 BK1291
 BK1291                         *CURRENT SURVEY CONTROL
 BK1291  ___________________________________________________________________
 BK1291* NAD 83(1986)-  30 50 46.     (N)    093 17 17.     (W)     SCALED    
 BK1291* NAVD 88     -        61.930  (meters)     203.18   (feet)  ADJUSTED  
 BK1291  ___________________________________________________________________
 BK1291  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BK1291  DYNAMIC HT  -          61.852 (meters)     202.93  (feet)  COMP
 BK1291  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 BK1291
 BK1291  VERT ORDER  -  SECOND    CLASS 0
 BK1291
 BK1291.The horizontal coordinates were scaled from a topographic map and have
 BK1291.an estimated accuracy of +/- 6 seconds.
 BK1291
 BK1291.The orthometric height was determined by differential leveling
 BK1291.and adjusted by the National Geodetic Survey in February 1994..
 BK1291
 BK1291.The geoid height was determined by GEOID03.
 BK1291
 BK1291.The dynamic height is computed by dividing the NAVD 88
 BK1291.geopotential number by the normal gravity value computed on the
 BK1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1291.degrees latitude (g = 980.6199 gals.).
 BK1291
 BK1291.The modeled gravity was interpolated from observed gravity values.
 BK1291
 BK1291;                    North         East    Units  Estimated Accuracy
 BK1291;SPC LA S     -   261,660.      813,020.      MT  (+/- 180 meters Scaled)
 BK1291
 BK1291                          SUPERSEDED SURVEY CONTROL
 BK1291
 BK1291  NGVD 29 (??/??/??)   62.069  (m)          203.64   (f) ADJUSTED    2 0
 BK1291
 BK1291.Superseded values are not recommended for survey control.
 BK1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1291.See file dsdata.txt to determine how the superseded data were derived.
 BK1291
 BK1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ724125(NAD 83)
 BK1291_MARKER: DB = BENCH MARK DISK
 BK1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1291_SP_SET: CONCRETE POST
 BK1291_STAMPING: G 29 1935
 BK1291_MARK LOGO: CGS   
 BK1291_PROJECTION: PROJECTING 10 CENTIMETERS
 BK1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1291+STABILITY: SURFACE MOTION
 BK1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1291+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 BK1291
 BK1291  HISTORY     - Date     Condition        Report By
 BK1291  HISTORY     - 1935     MONUMENTED       CGS
 BK1291  HISTORY     - 1972     GOOD             LADTD
 BK1291  HISTORY     - 1984     GOOD             LADTD
 BK1291  HISTORY     - 19891010 GOOD             LADTD
 BK1291  HISTORY     - 20011125 GOOD             USPSQD
 BK1291  HISTORY     - 20041021 GOOD             USPSQD
 BK1291  HISTORY     - 20060407 GOOD             USPSQD
 BK1291
 BK1291                          STATION DESCRIPTION
 BK1291
 BK1291'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1291'IN DE RIDDER.
 BK1291'LOCATED IN FRONT OF THE DERIDDER COURTHOUSE AT DERIDDER.  1.1 MILES
 BK1291'SOUTH OF B.M. 6V175.  42 FEET SOUTH OF THE CENTER OF UNITED STATES
 BK1291'HIGHWAY 171 AND 190 EAST.  21 FEET NORTHEAST OF A FLAG POLE.  68 FEET
 BK1291'NORTHWEST OF THE CONCRETE STEPS LEADING INTO THE BEAUREGARD
 BK1291'COURTHOUSE.  15 FEET SOUTHWEST OF A 24 INCH LIVE OAK TREE.  SET IN THE
 BK1291'TOP OF A CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.
 BK1291
 BK1291                          STATION RECOVERY (1984)
 BK1291
 BK1291'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1291'THE MARK IS 0.3 M ABOVE THE ROADWAY.
 BK1291'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  IN DE
 BK1291'RIDDER, 26.8 METERS (88 FEET) NORTHEAST OF THE NORTHWEST CORNER OF
 BK1291'THE COURTHOUSE AT DERIDDER, 12.5 METERS (41 FEET) SOUTH OF THE
 BK1291'CENTERLINE OF WEST FIRST STREET, 6.4 METERS (21 FEET) NORTHEAST OF
 BK1291'THE FLAG POLE, 14.0 METERS (46 FEET) WEST OF THE CENTERLINE OF A WALK
 BK1291'LEADING TO THE NORTH ENTRANCE OF THE COURTHOUSE, 4.7 METERS (15.5
 BK1291'FEET ) SOUTHWEST OF A 24 INCH LIVE OAK TREE, 31.7 METERS (104 FEET)
 BK1291'WEST NORTHWEST OF THE NORTHWEST CORNER OF A WAR MEMORIAL.
 BK1291'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 BK1291
 BK1291                          STATION RECOVERY (1989)
 BK1291
 BK1291'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BK1291'THE STATION IS LOCATED ON THE NORTH SIDE OF THE COURTHOUSE IN
 BK1291'DERIDDER.  OWNERSHIP--CITY OF DERIDDER.
 BK1291'THE STATION IS 12.5 M (41.0 FT) SOUTH FROM THE CENTER OF THE EAST
 BK1291'BOUND LANES OF U.S. HIGHWAY 190, 10.7 M (35.1 FT) WEST FROM THE
 BK1291'CENTER OF THE WALK LEADING TO THE MAIN ENTRANCE OF THE COURTHOUSE AND
 BK1291'4.3 M (14.1 FT) SOUTH FROM THE SIDEWALK.  THE STATION IS PROJECTING 8
 BK1291'CM AND IS ABOUT LEVEL WITH THE HIGHWAY.
 BK1291
 BK1291                          STATION RECOVERY (2001)
 BK1291
 BK1291'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1291'RECOVERED IN GOOD CONDITION.
 BK1291
 BK1291                          STATION RECOVERY (2004)
 BK1291
 BK1291'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1291'RECOVERED IN GOOD CONDITION.
 BK1291
 BK1291                          STATION RECOVERY (2006)
 BK1291
 BK1291'RECOVERY NOTE BY US POWER SQUADRON 2006 (CHN)
 BK1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0904 ***********************************************************************
 BJ0904  DESIGNATION -  G 290
 BJ0904  PID         -  BJ0904
 BJ0904  STATE/COUNTY-  LA/LIVINGSTON
 BJ0904  USGS QUAD   -  HOLDEN (1974)
 BJ0904
 BJ0904                         *CURRENT SURVEY CONTROL
 BJ0904  ___________________________________________________________________
 BJ0904* NAD 83(1986)-  30 30 14.     (N)    090 40 37.     (W)     SCALED    
 BJ0904* NAVD 88     -        12.978  (meters)      42.58   (feet)  ADJUSTED  
 BJ0904  ___________________________________________________________________
 BJ0904  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0904  DYNAMIC HT  -          12.962 (meters)      42.53  (feet)  COMP
 BJ0904  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BJ0904
 BJ0904  VERT ORDER  -  FIRST     CLASS I
 BJ0904
 BJ0904.The horizontal coordinates were scaled from a topographic map and have
 BJ0904.an estimated accuracy of +/- 6 seconds.
 BJ0904
 BJ0904.The orthometric height was determined by differential leveling
 BJ0904.and adjusted by the National Geodetic Survey in February 1994..
 BJ0904
 BJ0904.The geoid height was determined by GEOID03.
 BJ0904
 BJ0904.The dynamic height is computed by dividing the NAVD 88
 BJ0904.geopotential number by the normal gravity value computed on the
 BJ0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0904.degrees latitude (g = 980.6199 gals.).
 BJ0904
 BJ0904.The modeled gravity was interpolated from observed gravity values.
 BJ0904
 BJ0904;                    North         East    Units  Estimated Accuracy
 BJ0904;SPC LA S     -   222,300.    1,063,010.      MT  (+/- 180 meters Scaled)
 BJ0904
 BJ0904                          SUPERSEDED SURVEY CONTROL
 BJ0904
 BJ0904  NAVD 88 (06/15/91)   13.021  (m)           42.72   (f) UNKNOWN     1 1
 BJ0904  NGVD 29 (??/??/??)   12.996  (m)           42.64   (f) ADJUSTED    1 1
 BJ0904
 BJ0904.Superseded values are not recommended for survey control.
 BJ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0904.See file dsdata.txt to determine how the superseded data were derived.
 BJ0904
 BJ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP229769(NAD 83)
 BJ0904_MARKER: DB = BENCH MARK DISK
 BJ0904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0904_SP_SET: BRIDGE
 BJ0904_STAMPING: G 290 1976
 BJ0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0904
 BJ0904  HISTORY     - Date     Condition        Report By
 BJ0904  HISTORY     - 1976     MONUMENTED       NGS
 BJ0904
 BJ0904                          STATION DESCRIPTION
 BJ0904
 BJ0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0904'0.5 MI WEST FROM HOLDEN.
 BJ0904'0.5 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0904'HIGHWAY 441, AT A CONCRETE BRIDGE OVER THE TICKFAW RIVER, 20 FEET
 BJ0904'NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTH
 BJ0904'END OF THE EAST CONCRETE ABUTMENT, 4.0 FT SOUTH OF THE NORTH END
 BJ0904'OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0258 ***********************************************************************
 BJ0258  DESIGNATION -  G 291
 BJ0258  PID         -  BJ0258
 BJ0258  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0258  USGS QUAD   -  LOTTIE (1994)
 BJ0258
 BJ0258                         *CURRENT SURVEY CONTROL
 BJ0258  ___________________________________________________________________
 BJ0258* NAD 83(1986)-  30 34 15.     (N)    091 39 24.     (W)     SCALED    
 BJ0258* NAVD 88     -         7.272  (meters)      23.86   (feet)  ADJUSTED  
 BJ0258  ___________________________________________________________________
 BJ0258  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0258  DYNAMIC HT  -           7.263 (meters)      23.83  (feet)  COMP
 BJ0258  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ0258
 BJ0258  VERT ORDER  -  FIRST     CLASS I
 BJ0258
 BJ0258.The horizontal coordinates were scaled from a topographic map and have
 BJ0258.an estimated accuracy of +/- 6 seconds.
 BJ0258
 BJ0258.The orthometric height was determined by differential leveling
 BJ0258.and adjusted by the National Geodetic Survey in February 1994..
 BJ0258
 BJ0258.The geoid height was determined by GEOID03.
 BJ0258
 BJ0258.The dynamic height is computed by dividing the NAVD 88
 BJ0258.geopotential number by the normal gravity value computed on the
 BJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0258.degrees latitude (g = 980.6199 gals.).
 BJ0258
 BJ0258.The modeled gravity was interpolated from observed gravity values.
 BJ0258
 BJ0258;                    North         East    Units  Estimated Accuracy
 BJ0258;SPC LA S     -   229,590.      968,980.      MT  (+/- 180 meters Scaled)
 BJ0258
 BJ0258                          SUPERSEDED SURVEY CONTROL
 BJ0258
 BJ0258  NGVD 29 (??/??/??)    7.289  (m)           23.91   (f) ADJUSTED    1 1
 BJ0258
 BJ0258.Superseded values are not recommended for survey control.
 BJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0258.See file dsdata.txt to determine how the superseded data were derived.
 BJ0258
 BJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP288828(NAD 83)
 BJ0258_MARKER: DB = BENCH MARK DISK
 BJ0258_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0258+WITH SETTING: INTO GROUND
 BJ0258_SP_SET: METAL ROD WITH BASE PLATE
 BJ0258_STAMPING: G 291 1976
 BJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0258+STABILITY: SURFACE MOTION
 BJ0258
 BJ0258  HISTORY     - Date     Condition        Report By
 BJ0258  HISTORY     - 1976     MONUMENTED       NGS
 BJ0258  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0258
 BJ0258                          STATION DESCRIPTION
 BJ0258
 BJ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0258'2.0 MI NORTH FROM LOTTIE.
 BJ0258'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0258'HIGHWAY 81 AT LOTTIE, THENCE 1.0 MILE NORTH ALONG A LEVEE ROAD
 BJ0258'AT THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 151 FT EAST OF
 BJ0258'AND ACROSS THE ROAD FROM THE CENTER LINE OF THE LEVEE ROAD, 83 FT
 BJ0258'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FT NORTH OF A WITNESS
 BJ0258'POST. THE DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND, ACCESS
 BJ0258'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0258
 BJ0258                          STATION RECOVERY (1986)
 BJ0258
 BJ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0258'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0278 ***********************************************************************
 BJ0278  DESIGNATION -  G 292
 BJ0278  PID         -  BJ0278
 BJ0278  STATE/COUNTY-  LA/IBERVILLE
 BJ0278  USGS QUAD   -  MARINGOUIN (1992)
 BJ0278
 BJ0278                         *CURRENT SURVEY CONTROL
 BJ0278  ___________________________________________________________________
 BJ0278* NAD 83(1986)-  30 25 12.     (N)    091 31 31.     (W)     SCALED    
 BJ0278* NAVD 88     -         4.182  (meters)      13.72   (feet)  ADJUSTED  
 BJ0278  ___________________________________________________________________
 BJ0278  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0278  DYNAMIC HT  -           4.176 (meters)      13.70  (feet)  COMP
 BJ0278  MODELED GRAV-     979,331.1   (mgal)                       NAVD 88
 BJ0278
 BJ0278  VERT ORDER  -  FIRST     CLASS I
 BJ0278
 BJ0278.The horizontal coordinates were scaled from a topographic map and have
 BJ0278.an estimated accuracy of +/- 6 seconds.
 BJ0278
 BJ0278.The orthometric height was determined by differential leveling
 BJ0278.and adjusted by the National Geodetic Survey in February 1994..
 BJ0278
 BJ0278.The geoid height was determined by GEOID03.
 BJ0278
 BJ0278.The dynamic height is computed by dividing the NAVD 88
 BJ0278.geopotential number by the normal gravity value computed on the
 BJ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0278.degrees latitude (g = 980.6199 gals.).
 BJ0278
 BJ0278.The modeled gravity was interpolated from observed gravity values.
 BJ0278
 BJ0278;                    North         East    Units  Estimated Accuracy
 BJ0278;SPC LA S     -   212,840.      981,560.      MT  (+/- 180 meters Scaled)
 BJ0278
 BJ0278                          SUPERSEDED SURVEY CONTROL
 BJ0278
 BJ0278  NGVD 29 (??/??/??)    4.199  (m)           13.78   (f) ADJUSTED    1 1
 BJ0278
 BJ0278.Superseded values are not recommended for survey control.
 BJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0278.See file dsdata.txt to determine how the superseded data were derived.
 BJ0278
 BJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP416662(NAD 83)
 BJ0278_MARKER: DB = BENCH MARK DISK
 BJ0278_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0278+WITH SETTING: INTO GROUND
 BJ0278_SP_SET: METAL ROD WITH BASE PLATE
 BJ0278_STAMPING: G 292 1976
 BJ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0278+STABILITY: SURFACE MOTION
 BJ0278
 BJ0278  HISTORY     - Date     Condition        Report By
 BJ0278  HISTORY     - 1976     MONUMENTED       NGS
 BJ0278
 BJ0278                          STATION DESCRIPTION
 BJ0278
 BJ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0278'1.9 MI NORTH FROM RAMAH.
 BJ0278'1.9 MILES NORTH ALONG A LEVEE ROAD FROM THE WEST BOUND LANES
 BJ0278'CONCRETE OVERPASS OF INTERSTATE HIGHWAY 10, AT A POINT WHERE A
 BJ0278'POWER LINE TURNS TO THE EAST, 125 FT EAST OF THE CENTER LINE OF THE
 BJ0278'ROAD, 212.3 FT NORTHEAST OF CONCRETE POST STATION MARKER 1550, 2 FT
 BJ0278'NORTH OF POWER LINE POLE NUMBER 159R10 WITH 2 GUY WIRES. THE DISK
 BJ0278'IS 0.6 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0278'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0831 ***********************************************************************
 BJ0831  FBN         -  This is a Federal Base Network Control Station.
 BJ0831  DESIGNATION -  G 293
 BJ0831  PID         -  BJ0831
 BJ0831  STATE/COUNTY-  LA/IBERVILLE
 BJ0831  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0831
 BJ0831                         *CURRENT SURVEY CONTROL
 BJ0831  ___________________________________________________________________
 BJ0831* NAD 83(1992)-  30 07 51.21235(N)    091 19 20.37230(W)     ADJUSTED  
 BJ0831* NAVD 88     -         6.971  (meters)      22.87   (feet)  ADJUSTED  
 BJ0831  ___________________________________________________________________
 BJ0831  X           -    -127,406.803 (meters)                     COMP
 BJ0831  Y           -  -5,519,499.706 (meters)                     COMP
 BJ0831  Z           -   3,182,921.275 (meters)                     COMP
 BJ0831  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ0831  ELLIP HEIGHT-         -20.09  (meters)          (06/20/00) GPS OBS
 BJ0831  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ0831  DYNAMIC HT  -           6.961 (meters)      22.84  (feet)  COMP
 BJ0831  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0831
 BJ0831  HORZ ORDER  -  B
 BJ0831  VERT ORDER  -  FIRST     CLASS I
 BJ0831  ELLP ORDER  -  THIRD     CLASS I
 BJ0831
 BJ0831.The horizontal coordinates were established by GPS observations
 BJ0831.and adjusted by the National Geodetic Survey in September 1992..
 BJ0831
 BJ0831.The orthometric height was determined by differential leveling
 BJ0831.and adjusted by the National Geodetic Survey in February 1994..
 BJ0831
 BJ0831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0831
 BJ0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0831
 BJ0831.The ellipsoidal height was determined by GPS observations
 BJ0831.and is referenced to NAD 83.
 BJ0831
 BJ0831.The geoid height was determined by GEOID03.
 BJ0831
 BJ0831.The dynamic height is computed by dividing the NAVD 88
 BJ0831.geopotential number by the normal gravity value computed on the
 BJ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0831.degrees latitude (g = 980.6199 gals.).
 BJ0831
 BJ0831.The modeled gravity was interpolated from observed gravity values.
 BJ0831
 BJ0831;                    North         East     Units Scale Factor Converg.
 BJ0831;SPC LA S     -   180,775.276 1,001,060.619   MT  0.99992831   +0 00 19.8
 BJ0831;SPC LA S     -   593,093.55  3,284,313.05   sFT  0.99992831   +0 00 19.8
 BJ0831;UTM  15      - 3,334,477.317   661,606.584   MT  0.99992222   +0 50 32.4
 BJ0831
 BJ0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0831!SPC LA S     -   1.00000316  x   0.99992831  =   0.99993146
 BJ0831!UTM  15      -   1.00000316  x   0.99992222  =   0.99992537
 BJ0831
 BJ0831                          SUPERSEDED SURVEY CONTROL
 BJ0831
 BJ0831  NAD 83(1992)-  30 07 51.23112(N)    091 19 20.37006(W) AD(       ) 1
 BJ0831  ELLIP H (09/10/92)  -20.00   (m)                       GP(       ) 4 1
 BJ0831  NAVD 88 (08/12/94)    6.97   (m)           22.9    (f) LEVELING    3  
 BJ0831  NGVD 29 (??/??/??)    7.003  (m)           22.98   (f) ADJUSTED    1 1
 BJ0831
 BJ0831.Superseded values are not recommended for survey control.
 BJ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0831.See file dsdata.txt to determine how the superseded data were derived.
 BJ0831
 BJ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6160734477(NAD 83)
 BJ0831_MARKER: DV = VERTICAL CONTROL DISK
 BJ0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0831_SP_SET: RIVER LOCK
 BJ0831_STAMPING: G 293 1976
 BJ0831_MARK LOGO: NGS   
 BJ0831_PROJECTION: FLUSH
 BJ0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0831+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2004
 BJ0831
 BJ0831  HISTORY     - Date     Condition        Report By
 BJ0831  HISTORY     - 1976     MONUMENTED       NGS
 BJ0831  HISTORY     - 19911030 GOOD             LADTD
 BJ0831  HISTORY     - 19920228 GOOD
 BJ0831  HISTORY     - 19980302 GOOD             NGS
 BJ0831  HISTORY     - 20040217 GOOD             LADTD
 BJ0831
 BJ0831                          STATION DESCRIPTION
 BJ0831
 BJ0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0831'1.8 MI SOUTH FROM BAYOU SORREL.
 BJ0831'1.8 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0831'FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE, 0.2 MILE SOUTH OF
 BJ0831'BENCH MARK SORREL POWERHOUSE, AT THE SOUTH GATE STRUCTURE OF THE
 BJ0831'BAYOU SORREL LOCKS, 33.7 FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BJ0831'CONCRETE GATE CONTROL BUILDING, IN THE TOP OF THE NORTHEAST CORNER
 BJ0831'OF THE GATE STRUCTURE, 8 FT SOUTH OF THE NORTHEAST CORNER OF THE
 BJ0831'STRUCTURE, 0.7 FT NORTHEAST OF THE NORTHEAST CORNER OF AN IRON PIPE
 BJ0831'GUARDRAIL.
 BJ0831
 BJ0831                          STATION RECOVERY (1991)
 BJ0831
 BJ0831'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BJ0831'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF
 BJ0831'PLAQUEMINE, 4.7 MI (7.6 KM) NORTHWEST OF PIGEON AND 1.8 MI (2.9 KM)
 BJ0831'SOUTH OF BAYOU SORREL.  OWNERSHIP--U.S. CORP OF ENGINEERS, FOR
 BJ0831'ENTRANCE CONTACT THE LOCKMASTER AT 504-659-7773. NOTE--IF ENTRANCE IS
 BJ0831'NEEDED AT NIGHT CALL IN ADVANCE DURING THE DAY.
 BJ0831'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 75 AND PARISH
 BJ0831'ROAD 404, GO SOUTHERLY ALONG STATE HIGHWAY 75 FOR 4.9 MI (7.9 KM) TO
 BJ0831'THE JUNCTION OF PARISH ROAD 997 IN PIGEON, TURN RIGHT WESTERLY ALONG
 BJ0831'PARISH ROAD 997 FOT 0.1 MI (0.2 KM) CROSSING A BRIDGE TO A
 BJ0831'T-JUNCTION, TUEN RIGHT ON PIGEON BAYOU ROAD AND GO NORTHERLY ON A
 BJ0831'PAVED AND THEN GRAVEL ROAD STAYING BELOW THE LEVEE FOR 5.4 MI
 BJ0831'(8.7 KM) TO A GATE AND A T-JUNCTION, PASS THROUGH GATE AND TURN LEFT
 BJ0831'SOUTHERLY THEN WESTERLY FOR 0.1 MI (0.2 KM) TO THE STATION AND THE
 BJ0831'BAYOU SORREL SOUTHERN LOCK CONTROL HOUSE.
 BJ0831'THE STATION IS LOCATED 0.2 MI (0.3 KM) SOUTH OF POWERHOUSE BUILDING
 BJ0831'NUMBER 505, 35.0 FT (10.7 M) SOUTHWEST FROM A FIBERGLASS WITNESS
 BJ0831'POST, 33.5 FT (10.2 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 BJ0831'CONCRETE GATE CONTROL BUILDING, 8.0 FT (2.4 M) SOUTH FROM THE
 BJ0831'NORTHEAST CORNER OF THE STRUCTURE, 0.7 FT (21.3 CM) NORTHEAST FROM
 BJ0831'THE NORTHEAST CORNER OF AN IRON PIPE GUARDRAIL, FLUSH WITH THE TOP OF
 BJ0831'THE STRUCTURE.
 BJ0831
 BJ0831                          STATION RECOVERY (1992)
 BJ0831
 BJ0831'RECOVERED 1992
 BJ0831'RECOVERED IN GOOD CONDITION.
 BJ0831
 BJ0831                          STATION RECOVERY (1998)
 BJ0831
 BJ0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BJ0831'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHWEST OF PLAQUEMINE,
 BJ0831'4.7 MI (7.6 KM) NORTHWEST OF PIGEON, AND 1.8 MI (2.9 KM) SOUTH OF
 BJ0831'BAYOU SORREL.  OWNERSHIP--U.S. CORPS OF ENGINEERS, PHONE 504-659-7773.
 BJ0831'NOTE--UPON ARRIVAL OR DEPARTURE, IT IS MANDATORY TO REPORT TO LOCK
 BJ0831'MASTER R.C.  CARLIN OR OPERATOR AT THE NORTH CONTROL HOUSE, JUST
 BJ0831'NORTHWEST OF THE LOCK OFFICE ON TOP OF THE LEVEE NEAR THE CENTER OF
 BJ0831'THE LOCK.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 75
 BJ0831'AND PARISH ROAD 404, GO SOUTHERLY FOR 4.8 MI (7.7 KM) ON HIGHWAY 75 TO
 BJ0831'THE JUNCTION OF PARISH ROAD 997 IN PIGEON.  TURN RIGHT AND GO WESTERLY
 BJ0831'FOR 0.1 MI (0.2 KM), CROSSING BRIDGE, TO A T-JUNCTION.  TURN RIGHT ON
 BJ0831'BAYOU PIGEON ROAD AND GO NORTHERLY ON A PAVED, THEN GRAVELED ROAD,
 BJ0831'STAYING BELOW THE LEVEE FOR 5.4 MI (8.7 KM) TO A GATE AND T-JUNCTION.
 BJ0831'PASS THROUGH GATE, TURN LEFT AND GO SOUTHERLY, THEN WESTERLY FOR 0.1
 BJ0831'MI (0.2 KM) TO THE STATION AND THE BAYOU SORREL SOUTHERN LOCK CONTROL
 BJ0831'HOUSE.  LOCATED 0.2 MI (0.3 KM) SOUTH-SOUTHWEST OF POWERHOUSE BUILDING
 BJ0831'NUMBER 505, 10.6 M (34.8 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS
 BJ0831'POST, 10.3 M (33.8 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE CONCRETE
 BJ0831'GATE CONTROL BUILDING, 2.4 M (7.9 FT) SOUTHWEST FROM THE NORTHEAST
 BJ0831'CORNER OF THE STRUCTURE, 0.18 M (0.59 FT) SOUTHEAST FROM THE NORTHEAST
 BJ0831'CORNER OF IRON PIPE GUARDRAIL, FLUSH WITH TOP OF STRUCTURE.
 BJ0831
 BJ0831                          STATION RECOVERY (2004)
 BJ0831
 BJ0831'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0218 ***********************************************************************
 BJ0218  DESIGNATION -  G 294
 BJ0218  PID         -  BJ0218
 BJ0218  STATE/COUNTY-  LA/ST LANDRY
 BJ0218  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0218
 BJ0218                         *CURRENT SURVEY CONTROL
 BJ0218  ___________________________________________________________________
 BJ0218* NAD 83(1986)-  30 41 36.     (N)    091 45 23.     (W)     SCALED    
 BJ0218* NAVD 88     -        12.352  (meters)      40.52   (feet)  ADJUSTED  
 BJ0218  ___________________________________________________________________
 BJ0218  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0218  DYNAMIC HT  -          12.336 (meters)      40.47  (feet)  COMP
 BJ0218  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 BJ0218
 BJ0218  VERT ORDER  -  FIRST     CLASS I
 BJ0218
 BJ0218.The horizontal coordinates were scaled from a topographic map and have
 BJ0218.an estimated accuracy of +/- 6 seconds.
 BJ0218
 BJ0218.The orthometric height was determined by differential leveling
 BJ0218.and adjusted by the National Geodetic Survey in February 1994..
 BJ0218
 BJ0218.The geoid height was determined by GEOID03.
 BJ0218
 BJ0218.The dynamic height is computed by dividing the NAVD 88
 BJ0218.geopotential number by the normal gravity value computed on the
 BJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0218.degrees latitude (g = 980.6199 gals.).
 BJ0218
 BJ0218.The modeled gravity was interpolated from observed gravity values.
 BJ0218
 BJ0218;                    North         East    Units  Estimated Accuracy
 BJ0218;SPC LA S     -   243,200.      959,470.      MT  (+/- 180 meters Scaled)
 BJ0218
 BJ0218                          SUPERSEDED SURVEY CONTROL
 BJ0218
 BJ0218  NAVD 88 (06/15/91)   12.393  (m)           40.66   (f) UNKNOWN     1 1
 BJ0218  NGVD 29 (??/??/??)   12.357  (m)           40.54   (f) ADJUSTED    1 1
 BJ0218
 BJ0218.Superseded values are not recommended for survey control.
 BJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0218.See file dsdata.txt to determine how the superseded data were derived.
 BJ0218
 BJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP191962(NAD 83)
 BJ0218_MARKER: DB = BENCH MARK DISK
 BJ0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0218_SP_SET: BRIDGE
 BJ0218_STAMPING: G 294 1976
 BJ0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0218
 BJ0218  HISTORY     - Date     Condition        Report By
 BJ0218  HISTORY     - 1976     MONUMENTED       NGS
 BJ0218
 BJ0218                          STATION DESCRIPTION
 BJ0218
 BJ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0218'1.0 MI WEST FROM MELVILLE.
 BJ0218'1.0 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATE
 BJ0218'HIGHWAY 105 UNDERPASS, AT CONCRETE RAILROAD BRIDGE 129.7, 4.9 FT
 BJ0218'NORTH OF THE NORTH RAIL, 3.9 FT SOUTH OF THE NORTH END OF THE
 BJ0218'ABUTMENT, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0924 ***********************************************************************
 BJ0924  DESIGNATION -  G 295
 BJ0924  PID         -  BJ0924
 BJ0924  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0924  USGS QUAD   -  ALBANY (1974)
 BJ0924
 BJ0924                         *CURRENT SURVEY CONTROL
 BJ0924  ___________________________________________________________________
 BJ0924* NAD 83(1986)-  30 30 19.     (N)    090 31 18.     (W)     SCALED    
 BJ0924* NAVD 88     -        11.968  (meters)      39.27   (feet)  ADJUSTED  
 BJ0924  ___________________________________________________________________
 BJ0924  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0924  DYNAMIC HT  -          11.953 (meters)      39.22  (feet)  COMP
 BJ0924  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ0924
 BJ0924  VERT ORDER  -  FIRST     CLASS I
 BJ0924
 BJ0924.The horizontal coordinates were scaled from a topographic map and have
 BJ0924.an estimated accuracy of +/- 6 seconds.
 BJ0924
 BJ0924.The orthometric height was determined by differential leveling
 BJ0924.and adjusted by the National Geodetic Survey in February 1994..
 BJ0924
 BJ0924.The geoid height was determined by GEOID03.
 BJ0924
 BJ0924.The dynamic height is computed by dividing the NAVD 88
 BJ0924.geopotential number by the normal gravity value computed on the
 BJ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0924.degrees latitude (g = 980.6199 gals.).
 BJ0924
 BJ0924.The modeled gravity was interpolated from observed gravity values.
 BJ0924
 BJ0924;                    North         East    Units  Estimated Accuracy
 BJ0924;SPC LA S     -   222,550.    1,077,910.      MT  (+/- 180 meters Scaled)
 BJ0924
 BJ0924                          SUPERSEDED SURVEY CONTROL
 BJ0924
 BJ0924  NAVD 88 (06/15/91)   12.005  (m)           39.39   (f) UNKNOWN     1 1
 BJ0924  NGVD 29 (??/??/??)   11.984  (m)           39.32   (f) ADJUSTED    1 1
 BJ0924
 BJ0924.Superseded values are not recommended for survey control.
 BJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0924.See file dsdata.txt to determine how the superseded data were derived.
 BJ0924
 BJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP378773(NAD 83)
 BJ0924_MARKER: DB = BENCH MARK DISK
 BJ0924_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0924_SP_SET: CONCRETE HEADWALL
 BJ0924_STAMPING: G 295 1976
 BJ0924_MARK LOGO: NGS   
 BJ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0924+STABILITY: SURFACE MOTION
 BJ0924
 BJ0924  HISTORY     - Date     Condition        Report By
 BJ0924  HISTORY     - 1976     MONUMENTED       NGS
 BJ0924  HISTORY     - 1979     GOOD             LADTD
 BJ0924  HISTORY     - 1983     GOOD             LADTD
 BJ0924
 BJ0924                          STATION DESCRIPTION
 BJ0924
 BJ0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0924'3.7 MI EAST FROM ALBANY.
 BJ0924'3.7 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0924'HIGHWAY 43, 3.6 MILES WEST OF HAMMOND, AT CROSSING OF A DEEP BAYOU,
 BJ0924'23.5 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 BJ0924'WEST END OF THE NORTH CONCRETE HEAD WALL OF A LARGE DOUBLE CONCRETE
 BJ0924'BOX CULVERT, 1.4 FT EAST OF THE WEST END OF THE HEAD WALL.
 BJ0924
 BJ0924                          STATION RECOVERY (1979)
 BJ0924
 BJ0924'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0924'RECOVERED IN GOOD CONDITION.
 BJ0924
 BJ0924                          STATION RECOVERY (1983)
 BJ0924
 BJ0924'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1531 ***********************************************************************
 BX1531  DESIGNATION -  G 3 USGS
 BX1531  PID         -  BX1531
 BX1531  STATE/COUNTY-  LA/WINN
 BX1531  USGS QUAD   -  PACKTON (1984)
 BX1531
 BX1531                         *CURRENT SURVEY CONTROL
 BX1531  ___________________________________________________________________
 BX1531* NAD 83(1986)-  31 50 29.     (N)    092 35 02.     (W)     SCALED    
 BX1531* NAVD 88     -        61.64   (+/-2cm)     202.2    (feet)  VERTCON   
 BX1531  ___________________________________________________________________
 BX1531  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1531
 BX1531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1531
 BX1531.The horizontal coordinates were scaled from a topographic map and have
 BX1531.an estimated accuracy of +/- 6 seconds.
 BX1531
 BX1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1531.The vertical order pertains to the NGVD 29 superseded value.
 BX1531
 BX1531.The geoid height was determined by GEOID03.
 BX1531
 BX1531;                    North         East    Units  Estimated Accuracy
 BX1531;SPC LA N     -   148,730.      992,060.      MT  (+/- 180 meters Scaled)
 BX1531
 BX1531                          SUPERSEDED SURVEY CONTROL
 BX1531
 BX1531  NGVD 29 (??/??/??)   61.660  (m)          202.30   (f) ADJUSTED    2 0
 BX1531
 BX1531.Superseded values are not recommended for survey control.
 BX1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1531.See file dsdata.txt to determine how the superseded data were derived.
 BX1531
 BX1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR393229(NAD 83)
 BX1531_MARKER: DD = SURVEY DISK
 BX1531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1531_SP_SET: ABUTMENT
 BX1531_STAMPING: G 3 1933
 BX1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1531
 BX1531  HISTORY     - Date     Condition        Report By
 BX1531  HISTORY     - 1933     MONUMENTED       USGS
 BX1531
 BX1531                          STATION DESCRIPTION
 BX1531
 BX1531'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 BX1531'3.1 MI N FROM PACKTON.
 BX1531'ABOUT 3.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 BX1531'THE STATION AT PACKTON, WINN PARISH, ON BRIDGE 1547 OVER U.S. HIGHWAY
 BX1531'167, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET EAST
 BX1531'OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF THE EAST CORNER OF
 BX1531'THE CONCRETE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 BX1531'DISK, STAMPED G 3 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2253 ***********************************************************************
 BX2253  DESIGNATION -  G 301
 BX2253  PID         -  BX2253
 BX2253  STATE/COUNTY-  LA/RAPIDES
 BX2253  USGS QUAD   -  LATANIER (1993)
 BX2253
 BX2253                         *CURRENT SURVEY CONTROL
 BX2253  ___________________________________________________________________
 BX2253* NAD 83(1986)-  31 11 16.     (N)    092 17 32.     (W)     SCALED    
 BX2253* NAVD 88     -        25.656  (meters)      84.17   (feet)  ADJUSTED  
 BX2253  ___________________________________________________________________
 BX2253  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX2253  DYNAMIC HT  -          25.624 (meters)      84.07  (feet)  COMP
 BX2253  MODELED GRAV-     979,395.5   (mgal)                       NAVD 88
 BX2253
 BX2253  VERT ORDER  -  FIRST     CLASS I
 BX2253
 BX2253.The horizontal coordinates were scaled from a topographic map and have
 BX2253.an estimated accuracy of +/- 6 seconds.
 BX2253
 BX2253.The orthometric height was determined by differential leveling
 BX2253.and adjusted by the National Geodetic Survey in February 1994..
 BX2253
 BX2253.The geoid height was determined by GEOID03.
 BX2253
 BX2253.The dynamic height is computed by dividing the NAVD 88
 BX2253.geopotential number by the normal gravity value computed on the
 BX2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2253.degrees latitude (g = 980.6199 gals.).
 BX2253
 BX2253.The modeled gravity was interpolated from observed gravity values.
 BX2253
 BX2253;                    North         East    Units  Estimated Accuracy
 BX2253;SPC LA N     -    76,280.    1,019,810.      MT  (+/- 180 meters Scaled)
 BX2253
 BX2253                          SUPERSEDED SURVEY CONTROL
 BX2253
 BX2253  NAVD 88 (06/15/91)   25.659  (m)           84.18   (f) UNKNOWN     1 1
 BX2253  NGVD 29 (??/??/??)   25.633  (m)           84.10   (f) ADJUSTED    1 1
 BX2253
 BX2253.Superseded values are not recommended for survey control.
 BX2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2253.See file dsdata.txt to determine how the superseded data were derived.
 BX2253
 BX2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ674506(NAD 83)
 BX2253_MARKER: DB = BENCH MARK DISK
 BX2253_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2253_SP_SET: COPPER-CLAD STEEL ROD
 BX2253_STAMPING: G 301 1977
 BX2253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2253
 BX2253  HISTORY     - Date     Condition        Report By
 BX2253  HISTORY     - 1977     MONUMENTED       NGS
 BX2253
 BX2253                          STATION DESCRIPTION
 BX2253
 BX2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2253'4.6 MI EAST FROM RUBY.
 BX2253'1.5 MILE NORTH ALONG STATE HIGHWAY 454 FROM THE POST OFFICE AT RUBY,
 BX2253'THENCE 2.8 MILES WEST AND SOUTHWEST ALONG A PAVED ROAD WHICH CHANGES
 BX2253'TO A DIRT ROAD, THENCE 0.3 MILE SOUTHWEST ON A FIELD ROAD, 236
 BX2253'FEET EAST OF THE CENTER OF THE ROAD, 92 FEET NORTHEAST OF THE
 BX2253'NORTHEAST CORNER OF A HOUSE, 6 FEET NORTH OF A FENCE, AND 6 FEET
 BX2253'EAST-NORTHEAST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2235 ***********************************************************************
 BX2235  DESIGNATION -  G 302
 BX2235  PID         -  BX2235
 BX2235  STATE/COUNTY-  LA/AVOYELLES
 BX2235  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2235
 BX2235                         *CURRENT SURVEY CONTROL
 BX2235  ___________________________________________________________________
 BX2235* NAD 83(1986)-  31 13 25.     (N)    092 05 06.     (W)     SCALED    
 BX2235* NAVD 88     -        18.934  (meters)      62.12   (feet)  ADJUSTED  
 BX2235  ___________________________________________________________________
 BX2235  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX2235  DYNAMIC HT  -          18.910 (meters)      62.04  (feet)  COMP
 BX2235  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 BX2235
 BX2235  VERT ORDER  -  FIRST     CLASS I
 BX2235
 BX2235.The horizontal coordinates were scaled from a topographic map and have
 BX2235.an estimated accuracy of +/- 6 seconds.
 BX2235
 BX2235.The orthometric height was determined by differential leveling
 BX2235.and adjusted by the National Geodetic Survey in February 1994..
 BX2235
 BX2235.The geoid height was determined by GEOID03.
 BX2235
 BX2235.The dynamic height is computed by dividing the NAVD 88
 BX2235.geopotential number by the normal gravity value computed on the
 BX2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2235.degrees latitude (g = 980.6199 gals.).
 BX2235
 BX2235.The modeled gravity was interpolated from observed gravity values.
 BX2235
 BX2235;                    North         East    Units  Estimated Accuracy
 BX2235;SPC LA N     -    80,310.    1,039,540.      MT  (+/- 180 meters Scaled)
 BX2235
 BX2235                          SUPERSEDED SURVEY CONTROL
 BX2235
 BX2235  NAVD 88 (06/15/91)   18.942  (m)           62.15   (f) UNKNOWN     1 1
 BX2235  NGVD 29 (??/??/??)   18.897  (m)           62.00   (f) ADJUSTED    1 1
 BX2235
 BX2235.Superseded values are not recommended for survey control.
 BX2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2235.See file dsdata.txt to determine how the superseded data were derived.
 BX2235
 BX2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ871547(NAD 83)
 BX2235_MARKER: DB = BENCH MARK DISK
 BX2235_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2235+WITH SETTING: INTO GROUND
 BX2235_SP_SET: METAL ROD WITH BASE PLATE
 BX2235_STAMPING: G 302 1977
 BX2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2235+STABILITY: SURFACE MOTION
 BX2235
 BX2235  HISTORY     - Date     Condition        Report By
 BX2235  HISTORY     - 1977     MONUMENTED       NGS
 BX2235
 BX2235                          STATION DESCRIPTION
 BX2235
 BX2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2235'5.2 MI EAST FROM EFFIE.
 BX2235'5.2 MILES EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2235'STATE HIGHWAYS 107 AND 115 AT EFFIE, 194 FEET NORTHEAST OF THE
 BX2235'CENTER LINE OF THE HIGHWAY, 75 FEET EAST-SOUTHEAST OF THE EAST
 BX2235'CORNER OF THE VICK BAPTIST CHURCH, 14 FEET WEST-NORTHWEST OF A
 BX2235'POWER LINE, 1 FOOT SOUTHEAST OF THE SOUTH  CORNER OF A CYCLONE
 BX2235'FENCE AROUND A GRAVEYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2327 ***********************************************************************
 BX2327  DESIGNATION -  G 303
 BX2327  PID         -  BX2327
 BX2327  STATE/COUNTY-  LA/NATCHITOCHES
 BX2327  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2327
 BX2327                         *CURRENT SURVEY CONTROL
 BX2327  ___________________________________________________________________
 BX2327* NAD 83(1986)-  31 45 17.     (N)    093 01 23.     (W)     SCALED    
 BX2327* NAVD 88     -        34.301  (meters)     112.54   (feet)  ADJUSTED  
 BX2327  ___________________________________________________________________
 BX2327  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2327  DYNAMIC HT  -          34.261 (meters)     112.40  (feet)  COMP
 BX2327  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 BX2327
 BX2327  VERT ORDER  -  FIRST     CLASS I
 BX2327
 BX2327.The horizontal coordinates were scaled from a topographic map and have
 BX2327.an estimated accuracy of +/- 6 seconds.
 BX2327
 BX2327.The orthometric height was determined by differential leveling
 BX2327.and adjusted by the National Geodetic Survey in February 1994..
 BX2327
 BX2327.The geoid height was determined by GEOID03.
 BX2327
 BX2327.The dynamic height is computed by dividing the NAVD 88
 BX2327.geopotential number by the normal gravity value computed on the
 BX2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2327.degrees latitude (g = 980.6199 gals.).
 BX2327
 BX2327.The modeled gravity was interpolated from observed gravity values.
 BX2327
 BX2327;                    North         East    Units  Estimated Accuracy
 BX2327;SPC LA N     -   139,240.      950,450.      MT  (+/- 180 meters Scaled)
 BX2327
 BX2327                          SUPERSEDED SURVEY CONTROL
 BX2327
 BX2327  NAVD 88 (06/15/91)   34.301  (m)          112.54   (f) UNKNOWN     1 1
 BX2327  NGVD 29 (??/??/??)   34.338  (m)          112.66   (f) ADJUSTED    1 1
 BX2327
 BX2327.Superseded values are not recommended for survey control.
 BX2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2327.See file dsdata.txt to determine how the superseded data were derived.
 BX2327
 BX2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR978132(NAD 83)
 BX2327_MARKER: DB = BENCH MARK DISK
 BX2327_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2327+WITH SETTING: INTO GROUND
 BX2327_SP_SET: METAL ROD WITH BASE PLATE
 BX2327_STAMPING: G 303 1977
 BX2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2327+STABILITY: SURFACE MOTION
 BX2327
 BX2327  HISTORY     - Date     Condition        Report By
 BX2327  HISTORY     - 1977     MONUMENTED       NGS
 BX2327
 BX2327                          STATION DESCRIPTION
 BX2327
 BX2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2327'7.3 MI NE FROM NATCHITOCHES.
 BX2327'3.3 MILES NORTH ALONG WILLIAMS AVENUE FROM THE JUNCTION OF THE
 BX2327'NORTH BRIDGE OVER THE CANE RIVER AT NATCHITOCHES TO THE BETHEL
 BX2327'BAPTIST CHURCH, THENCE 4 MILES SOUTHEAST ALONG THE LEVEE WHICH
 BX2327'IS ALSO A GRAVEL ROAD, 0.15 MILE SOUTH OF A CATTLE GUARD, 125 YARDS
 BX2327'SOUTH OF A EAST-WEST FENCE AT THE TOE OF THE LEVEE, 57 FEET WEST
 BX2327'OF MILEPOST 7, AND 69 FEET WEST OF THE CENTER OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2352 ***********************************************************************
 BX2352  DESIGNATION -  G 304
 BX2352  PID         -  BX2352
 BX2352  STATE/COUNTY-  LA/NATCHITOCHES
 BX2352  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX2352
 BX2352                         *CURRENT SURVEY CONTROL
 BX2352  ___________________________________________________________________
 BX2352* NAD 83(1986)-  31 53 09.     (N)    093 13 49.     (W)     SCALED    
 BX2352* NAVD 88     -        38.819  (meters)     127.36   (feet)  ADJUSTED  
 BX2352  ___________________________________________________________________
 BX2352  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2352  DYNAMIC HT  -          38.774 (meters)     127.21  (feet)  COMP
 BX2352  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 BX2352
 BX2352  VERT ORDER  -  FIRST     CLASS I
 BX2352
 BX2352.The horizontal coordinates were scaled from a topographic map and have
 BX2352.an estimated accuracy of +/- 6 seconds.
 BX2352
 BX2352.The orthometric height was determined by differential leveling
 BX2352.and adjusted by the National Geodetic Survey in February 1994..
 BX2352
 BX2352.The geoid height was determined by GEOID03.
 BX2352
 BX2352.The dynamic height is computed by dividing the NAVD 88
 BX2352.geopotential number by the normal gravity value computed on the
 BX2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2352.degrees latitude (g = 980.6199 gals.).
 BX2352
 BX2352.The modeled gravity was interpolated from observed gravity values.
 BX2352
 BX2352;                    North         East    Units  Estimated Accuracy
 BX2352;SPC LA N     -   153,890.      930,920.      MT  (+/- 180 meters Scaled)
 BX2352
 BX2352                          SUPERSEDED SURVEY CONTROL
 BX2352
 BX2352  NAVD 88 (06/15/91)   38.819  (m)          127.36   (f) UNKNOWN     1 1
 BX2352  NGVD 29 (??/??/??)   38.873  (m)          127.54   (f) ADJUSTED    1 1
 BX2352
 BX2352.Superseded values are not recommended for survey control.
 BX2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2352.See file dsdata.txt to determine how the superseded data were derived.
 BX2352
 BX2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR782278(NAD 83)
 BX2352_MARKER: DB = BENCH MARK DISK
 BX2352_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2352+WITH SETTING: INTO GROUND
 BX2352_SP_SET: METAL ROD WITH BASE PLATE
 BX2352_STAMPING: G 304 1977
 BX2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2352+STABILITY: SURFACE MOTION
 BX2352
 BX2352  HISTORY     - Date     Condition        Report By
 BX2352  HISTORY     - 1977     MONUMENTED       NGS
 BX2352  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2352  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2352
 BX2352                          STATION DESCRIPTION
 BX2352
 BX2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2352'2.0 MI NW FROM POWHATAN.
 BX2352'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX2352'POWHATAN, 60 FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS AND PACIFIC
 BX2352'RAILROAD, 60 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 BX2352'15 FEET EAST OF A POWER LINE POLE.
 BX2352
 BX2352                          STATION RECOVERY (1995)
 BX2352
 BX2352'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2352'MARK NOT FOUND.
 BX2352
 BX2352                          STATION RECOVERY (2001)
 BX2352
 BX2352'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX2352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2104 ***********************************************************************
 CQ2104  DESIGNATION -  G 305
 CQ2104  PID         -  CQ2104
 CQ2104  STATE/COUNTY-  LA/RED RIVER
 CQ2104  USGS QUAD   -  HARMON (1980)
 CQ2104
 CQ2104                         *CURRENT SURVEY CONTROL
 CQ2104  ___________________________________________________________________
 CQ2104* NAD 83(1986)-  32 05 01.     (N)    093 28 03.     (W)     SCALED    
 CQ2104* NAVD 88     -        42.194  (meters)     138.43   (feet)  ADJUSTED  
 CQ2104  ___________________________________________________________________
 CQ2104  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2104  DYNAMIC HT  -          42.145 (meters)     138.27  (feet)  COMP
 CQ2104  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CQ2104
 CQ2104  VERT ORDER  -  FIRST     CLASS I
 CQ2104
 CQ2104.The horizontal coordinates were scaled from a topographic map and have
 CQ2104.an estimated accuracy of +/- 6 seconds.
 CQ2104
 CQ2104.The orthometric height was determined by differential leveling
 CQ2104.and adjusted by the National Geodetic Survey in February 1994..
 CQ2104
 CQ2104.The geoid height was determined by GEOID03.
 CQ2104
 CQ2104.The dynamic height is computed by dividing the NAVD 88
 CQ2104.geopotential number by the normal gravity value computed on the
 CQ2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2104.degrees latitude (g = 980.6199 gals.).
 CQ2104
 CQ2104.The modeled gravity was interpolated from observed gravity values.
 CQ2104
 CQ2104;                    North         East    Units  Estimated Accuracy
 CQ2104;SPC LA N     -   175,990.      908,670.      MT  (+/- 180 meters Scaled)
 CQ2104
 CQ2104                          SUPERSEDED SURVEY CONTROL
 CQ2104
 CQ2104  NAVD 88 (06/15/91)   42.194  (m)          138.43   (f) UNKNOWN     1 1
 CQ2104  NGVD 29 (??/??/??)   42.254  (m)          138.63   (f) ADJUSTED    1 1
 CQ2104
 CQ2104.Superseded values are not recommended for survey control.
 CQ2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2104.See file dsdata.txt to determine how the superseded data were derived.
 CQ2104
 CQ2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR558497(NAD 83)
 CQ2104_MARKER: DB = BENCH MARK DISK
 CQ2104_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2104+WITH SETTING: INTO GROUND
 CQ2104_SP_SET: METAL ROD WITH BASE PLATE
 CQ2104_STAMPING: G 305 1977
 CQ2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2104+STABILITY: SURFACE MOTION
 CQ2104
 CQ2104  HISTORY     - Date     Condition        Report By
 CQ2104  HISTORY     - 1977     MONUMENTED       NGS
 CQ2104  HISTORY     - 19970916 MARK NOT FOUND   USPSQD
 CQ2104
 CQ2104                          STATION DESCRIPTION
 CQ2104
 CQ2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2104'9.9 MI NW FROM COUSHATTA.
 CQ2104'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS
 CQ2104'CITY SOUTHERN RAILWAY STATION, THENCE 7.4 MILES NORTHWEST
 CQ2104'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, TO A PAVED ROAD
 CQ2104'BY A SMALL GROCERY STORE LEADING NORTHEAST, 163 FEET NORTH-
 CQ2104'WEST OF THE CENTER OF THE JUNCTION OF HIGHWAY 1 AND 84 AND
 CQ2104'PAVED ROAD LEADING NORTHEAST, 36 FEET WEST OF THE CENTER OF A
 CQ2104'PAVED ROAD, 15 FEET NORTHEAST OF THE NORTHEAST CORNER OF A METAL
 CQ2104'BUILDING EAST OF GROCERY STORE, 11 FEET SOUTH OF A WATER METER,
 CQ2104'AND 6 FEET NORTH OF A POWER POLE.
 CQ2104
 CQ2104                          STATION RECOVERY (1997)
 CQ2104
 CQ2104'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2138 ***********************************************************************
 CQ2138  DESIGNATION -  G 306
 CQ2138  PID         -  CQ2138
 CQ2138  STATE/COUNTY-  LA/CADDO
 CQ2138  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2138
 CQ2138                         *CURRENT SURVEY CONTROL
 CQ2138  ___________________________________________________________________
 CQ2138* NAD 83(1986)-  32 37 29.     (N)    093 46 34.     (W)     SCALED    
 CQ2138* NAVD 88     -        51.804  (meters)     169.96   (feet)  ADJUSTED  
 CQ2138  ___________________________________________________________________
 CQ2138  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2138  DYNAMIC HT  -          51.747 (meters)     169.77  (feet)  COMP
 CQ2138  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CQ2138
 CQ2138  VERT ORDER  -  FIRST     CLASS I
 CQ2138
 CQ2138.The horizontal coordinates were scaled from a topographic map and have
 CQ2138.an estimated accuracy of +/- 6 seconds.
 CQ2138
 CQ2138.The orthometric height was determined by differential leveling
 CQ2138.and adjusted by the National Geodetic Survey in June 1991..
 CQ2138
 CQ2138.The geoid height was determined by GEOID03.
 CQ2138
 CQ2138.The dynamic height is computed by dividing the NAVD 88
 CQ2138.geopotential number by the normal gravity value computed on the
 CQ2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2138.degrees latitude (g = 980.6199 gals.).
 CQ2138
 CQ2138.The modeled gravity was interpolated from observed gravity values.
 CQ2138
 CQ2138;                    North         East    Units  Estimated Accuracy
 CQ2138;SPC LA N     -   236,290.      880,250.      MT  (+/- 180 meters Scaled)
 CQ2138
 CQ2138                          SUPERSEDED SURVEY CONTROL
 CQ2138
 CQ2138  NGVD 29 (??/??/??)   51.860  (m)          170.14   (f) ADJUSTED    1 1
 CQ2138
 CQ2138.Superseded values are not recommended for survey control.
 CQ2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2138.See file dsdata.txt to determine how the superseded data were derived.
 CQ2138
 CQ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS271099(NAD 83)
 CQ2138_MARKER: DB = BENCH MARK DISK
 CQ2138_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2138+WITH SETTING: INTO GROUND
 CQ2138_SP_SET: METAL ROD WITH BASE PLATE
 CQ2138_STAMPING: G 306 1977
 CQ2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2138+STABILITY: SURFACE MOTION
 CQ2138
 CQ2138  HISTORY     - Date     Condition        Report By
 CQ2138  HISTORY     - 1977     MONUMENTED       NGS
 CQ2138  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2138
 CQ2138                          STATION DESCRIPTION
 CQ2138
 CQ2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2138'6.1 MI SE FROM DIXIE.
 CQ2138'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE
 CQ2138'AT DIXIE, 80 FEET NORTH OF THE NORTHWEST CORNER OF THE NORTHEAST
 CQ2138'GUARDRAIL OF A BRIDGE, 47 FEET NORTHEAST OF THE CENTER OF THE
 CQ2138'HIGHWAY, 52 FEET SOUTHEAST OF THE CENTER OF A ROAD LEADING NORTH-
 CQ2138'EAST TO A GAS STORAGE TANK, 81 FEET SOUTH OF A POWERLINE POLE,
 CQ2138'AND 3 FEET NORTHEAST OF A BARBED WIRE FENCE.
 CQ2138
 CQ2138                          STATION RECOVERY (1999)
 CQ2138
 CQ2138'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2170 ***********************************************************************
 CQ2170  DESIGNATION -  G 307
 CQ2170  PID         -  CQ2170
 CQ2170  STATE/COUNTY-  LA/CADDO
 CQ2170  USGS QUAD   -  GILLIAM (1971)
 CQ2170
 CQ2170                         *CURRENT SURVEY CONTROL
 CQ2170  ___________________________________________________________________
 CQ2170* NAD 83(1986)-  32 50 52.     (N)    093 48 48.     (W)     SCALED    
 CQ2170* NAVD 88     -        59.963  (meters)     196.73   (feet)  ADJUSTED  
 CQ2170  ___________________________________________________________________
 CQ2170  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ2170  DYNAMIC HT  -          59.897 (meters)     196.51  (feet)  COMP
 CQ2170  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 CQ2170
 CQ2170  VERT ORDER  -  FIRST     CLASS I
 CQ2170
 CQ2170.The horizontal coordinates were scaled from a topographic map and have
 CQ2170.an estimated accuracy of +/- 6 seconds.
 CQ2170
 CQ2170.The orthometric height was determined by differential leveling
 CQ2170.and adjusted by the National Geodetic Survey in June 1991..
 CQ2170
 CQ2170.The geoid height was determined by GEOID03.
 CQ2170
 CQ2170.The dynamic height is computed by dividing the NAVD 88
 CQ2170.geopotential number by the normal gravity value computed on the
 CQ2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2170.degrees latitude (g = 980.6199 gals.).
 CQ2170
 CQ2170.The modeled gravity was interpolated from observed gravity values.
 CQ2170
 CQ2170;                    North         East    Units  Estimated Accuracy
 CQ2170;SPC LA N     -   261,070.      877,050.      MT  (+/- 180 meters Scaled)
 CQ2170
 CQ2170                          SUPERSEDED SURVEY CONTROL
 CQ2170
 CQ2170  NGVD 29 (??/??/??)   60.013  (m)          196.89   (f) ADJUSTED    1 1
 CQ2170
 CQ2170.Superseded values are not recommended for survey control.
 CQ2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2170.See file dsdata.txt to determine how the superseded data were derived.
 CQ2170
 CQ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS238347(NAD 83)
 CQ2170_MARKER: DB = BENCH MARK DISK
 CQ2170_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2170+WITH SETTING: INTO GROUND
 CQ2170_SP_SET: METAL ROD WITH BASE PLATE
 CQ2170_STAMPING: G 307 1977
 CQ2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2170+STABILITY: SURFACE MOTION
 CQ2170
 CQ2170  HISTORY     - Date     Condition        Report By
 CQ2170  HISTORY     - 1977     MONUMENTED       NGS
 CQ2170
 CQ2170                          STATION DESCRIPTION
 CQ2170
 CQ2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2170'6.2 MI NE FROM GILLIAM.
 CQ2170'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE TEXAS AND PACIFIC
 CQ2170'RAILROAD CROSSING IN GILLIAM, THENCE 3.1 MILES EAST ALONG SARTOR
 CQ2170'ROAD, 3.0 MILES  NORTH ALONG THE LEVEE, 56 FEET WEST OF THE CENTER
 CQ2170'OF THE LEVEE, 46 FEET SOUTH OF A BARBED WIRE FENCE CROSSING THE
 CQ2170'LEVEE, 23 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 10 FEET EAST
 CQ2170'OF POWERLINE POLE NO. 38779, AND 2 FEET EAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2411 ***********************************************************************
 CQ2411  DESIGNATION -  G 329
 CQ2411  PID         -  CQ2411
 CQ2411  STATE/COUNTY-  LA/WEBSTER
 CQ2411  USGS QUAD   -  FRYEBURG (1986)
 CQ2411
 CQ2411                         *CURRENT SURVEY CONTROL
 CQ2411  ___________________________________________________________________
 CQ2411* NAD 83(1986)-  32 28 37.     (N)    093 13 15.     (W)     SCALED    
 CQ2411* NAVD 88     -        87.64   (+/-2cm)     287.5    (feet)  VERTCON   
 CQ2411  ___________________________________________________________________
 CQ2411  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2411
 CQ2411  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2411
 CQ2411.The horizontal coordinates were scaled from a topographic map and have
 CQ2411.an estimated accuracy of +/- 6 seconds.
 CQ2411
 CQ2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2411.The vertical order pertains to the NGVD 29 superseded value.
 CQ2411
 CQ2411.The geoid height was determined by GEOID03.
 CQ2411
 CQ2411;                    North         East    Units  Estimated Accuracy
 CQ2411;SPC LA N     -   219,420.      932,240.      MT  (+/- 180 meters Scaled)
 CQ2411
 CQ2411                          SUPERSEDED SURVEY CONTROL
 CQ2411
 CQ2411  NGVD 29 (??/??/??)   87.709  (m)          287.76   (f) ADJUSTED    1 1
 CQ2411
 CQ2411.Superseded values are not recommended for survey control.
 CQ2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2411.See file dsdata.txt to determine how the superseded data were derived.
 CQ2411
 CQ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR792933(NAD 83)
 CQ2411_MARKER: DB = BENCH MARK DISK
 CQ2411_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2411+WITH SETTING: INTO GROUND
 CQ2411_SP_SET: 4 FT 5/8 IN ROD
 CQ2411_STAMPING: G 329 1977
 CQ2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2411+STABILITY: SURFACE MOTION
 CQ2411
 CQ2411  HISTORY     - Date     Condition        Report By
 CQ2411  HISTORY     - 1977     MONUMENTED       NGS
 CQ2411  HISTORY     - 20000205 POOR             USPSQD
 CQ2411
 CQ2411                          STATION DESCRIPTION
 CQ2411
 CQ2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2411'5.3 MI SE FROM DUBBERLY.
 CQ2411'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2411'ERLY, THENCH 1.0 MILE EAST ALONG PARISH ROAD 171, 175 FEET SOUTH OF
 CQ2411'THE CENTER LINE OF THE ROAD, 259 FT WEST OF THE CENTER LINE OF PARISH
 CQ2411'ROAD 170, 155 FEET SOUTH OF A POWERLINE POLE WITH A STREET LIGHT AND
 CQ2411'A TRANSFROMER, 2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE EAST
 CQ2411'WING OF THE GALILEE BAPTIST CHURCH, AND 1 FOOT EAST OF THE EAST WALL
 CQ2411'OF THE WING. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF
 CQ2411'4 FT ENCACSED IN A PIPE PROJECTING +1 INCH.
 CQ2411'ABOUT LEVEL WITH ROAD
 CQ2411
 CQ2411                          STATION RECOVERY (2000)
 CQ2411
 CQ2411'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2411'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2436 ***********************************************************************
 CQ2436  DESIGNATION -  G 330
 CQ2436  PID         -  CQ2436
 CQ2436  STATE/COUNTY-  LA/WEBSTER
 CQ2436  USGS QUAD   -  FRYEBURG (1986)
 CQ2436
 CQ2436                         *CURRENT SURVEY CONTROL
 CQ2436  ___________________________________________________________________
 CQ2436* NAD 83(1986)-  32 27 58.     (N)    093 14 11.     (W)     SCALED    
 CQ2436* NAVD 88     -        76.04   (+/-2cm)     249.5    (feet)  VERTCON   
 CQ2436  ___________________________________________________________________
 CQ2436  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2436
 CQ2436  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2436
 CQ2436.The horizontal coordinates were scaled from a topographic map and have
 CQ2436.an estimated accuracy of +/- 6 seconds.
 CQ2436
 CQ2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2436.The vertical order pertains to the NGVD 29 superseded value.
 CQ2436
 CQ2436.The geoid height was determined by GEOID03.
 CQ2436
 CQ2436;                    North         East    Units  Estimated Accuracy
 CQ2436;SPC LA N     -   218,230.      930,770.      MT  (+/- 180 meters Scaled)
 CQ2436
 CQ2436                          SUPERSEDED SURVEY CONTROL
 CQ2436
 CQ2436  NGVD 29 (??/??/??)   76.107  (m)          249.69   (f) ADJUSTED    1 1
 CQ2436
 CQ2436.Superseded values are not recommended for survey control.
 CQ2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2436.See file dsdata.txt to determine how the superseded data were derived.
 CQ2436
 CQ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR777921(NAD 83)
 CQ2436_MARKER: DB = BENCH MARK DISK
 CQ2436_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2436+WITH SETTING: INTO GROUND
 CQ2436_SP_SET: 4 FT 5/8 IN ROD
 CQ2436_STAMPING: G 330 1977
 CQ2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2436+STABILITY: SURFACE MOTION
 CQ2436
 CQ2436  HISTORY     - Date     Condition        Report By
 CQ2436  HISTORY     - 1977     MONUMENTED       NGS
 CQ2436
 CQ2436                          STATION DESCRIPTION
 CQ2436
 CQ2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2436'4.1 MI N FROM FRYEBURG.
 CQ2436'1.8 MILES NORTH ALONG STATE HIGHWAY 792 FROM THE JUNCTION OF STATE
 CQ2436'HIGHWAY 516 AT FRYEBURG, THENCE 2.3 MILES NORTH ALONG PARISH ROAD 173,
 CQ2436'ACROSS THE ROAD FROM A WHITE FRAME HOUSE, 39 FEET EAST OF THE CENTER
 CQ2436'LINE OF THE ROAD, 19 FEET SOUTHEAST OF A POWER LINE POLE WITH A GUY
 CQ2436'WIRE, AND 21 FEET NORTHEAST OF THE BASE OF THE GUY WIRE.
 CQ2436'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 CQ2436'ENCASED IN A PIPE PROJECTING +2 INCHES.
 CQ2436'1 FOOT WEST OF A WITNESS POST.
 CQ2436'A GUY WIRE, AND A METER AND SWITCH BOX. DRIVEN TO GRADUAL REFUSAL AT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0439 ***********************************************************************
 CQ0439  DESIGNATION -  G 3300 LAGS
 CQ0439  PID         -  CQ0439
 CQ0439  STATE/COUNTY-  LA/CALDWELL
 CQ0439  USGS QUAD   -  BOSCO (1982)
 CQ0439
 CQ0439                         *CURRENT SURVEY CONTROL
 CQ0439  ___________________________________________________________________
 CQ0439* NAD 83(1992)-  32 15 06.81494(N)    092 05 46.05584(W)     ADJUSTED  
 CQ0439* NAVD 88     -        19.24   (+/-2cm)      63.1    (feet)  VERTCON   
 CQ0439  ___________________________________________________________________
 CQ0439  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CQ0439  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ0439
 CQ0439  HORZ ORDER  -  SECOND
 CQ0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0439
 CQ0439.The horizontal coordinates were established by classical geodetic methods
 CQ0439.and adjusted by the National Geodetic Survey in January 1993..
 CQ0439
 CQ0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0439.The vertical order pertains to the NGVD 29 superseded value.
 CQ0439
 CQ0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0439
 CQ0439.The geoid height was determined by GEOID03.
 CQ0439
 CQ0439;                    North         East     Units Scale Factor Converg.
 CQ0439;SPC LA N     -   194,313.334 1,038,055.873   MT  0.99993169   +0 12 48.7
 CQ0439;SPC LA N     -   637,509.66  3,405,688.31   sFT  0.99993169   +0 12 48.7
 CQ0439;UTM  15      - 3,568,715.099   585,142.970   MT  0.99968940   +0 28 56.5
 CQ0439
 CQ0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0439!SPC LA N     -   1.00000104  x   0.99993169  =   0.99993273
 CQ0439!UTM  15      -   1.00000104  x   0.99968940  =   0.99969044
 CQ0439
 CQ0439                          SUPERSEDED SURVEY CONTROL
 CQ0439
 CQ0439  NAD 83(1986)-  32 15 06.82897(N)    092 05 46.04794(W) AD(       ) 2
 CQ0439  NAD 27      -  32 15 06.28024(N)    092 05 45.56041(W) AD(       ) 2
 CQ0439  NGVD 29 (??/??/??)   19.275  (m)           63.24   (f) ADJUSTED    2 0
 CQ0439
 CQ0439.Superseded values are not recommended for survey control.
 CQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0439.See file dsdata.txt to determine how the superseded data were derived.
 CQ0439
 CQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8514368715(NAD 83)
 CQ0439_MARKER: DD = SURVEY DISK
 CQ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0439_STAMPING: G 3300
 CQ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0439+STABILITY: SURFACE MOTION
 CQ0439
 CQ0439  HISTORY     - Date     Condition        Report By
 CQ0439  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0439  HISTORY     - 1949     GOOD             CGS
 CQ0439  HISTORY     - 1971     GOOD             NGS
 CQ0439  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ0439  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0439
 CQ0439                          STATION DESCRIPTION
 CQ0439
 CQ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0439'2.1 MI N FROM COREY.
 CQ0439'2.1 MILES NORTH ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI PACIFIC
 CQ0439'RAILROAD STATION SIGN AT COREY, AT A T-JUNCTION OF ROADS, 50 FEET
 CQ0439'NORTHEAST OF A 3-WAY CORNER FENCE POST, 41 FEET SOUTH OF THE CENTER
 CQ0439'LINE OF A SIDE ROAD LEADING WEST, 22 FEET WEST OF THE CENTER LINE OF
 CQ0439'THE HIGHWAY, 8 FEET SOUTH OF A POINT IN LINE WITH THE SOUTH SIDE OF A
 CQ0439'TAR PAPER FARMHOUSE, 44 FEET SOUTHEAST OF A CONCRETE REFERENCE POST
 CQ0439'CAST USBM, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 CQ0439'THE GROUND.
 CQ0439
 CQ0439                          STATION RECOVERY (1971)
 CQ0439
 CQ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CQ0439'RECOVERED IN GOOD CONDITION.
 CQ0439
 CQ0439                          STATION RECOVERY (1985)
 CQ0439
 CQ0439'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0439'MARK NOT FOUND.
 CQ0439
 CQ0439                          STATION RECOVERY (1990)
 CQ0439
 CQ0439'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0440 ***********************************************************************
 CQ0440  DESIGNATION -  G 3300 LAGS RESET 1958
 CQ0440  PID         -  CQ0440
 CQ0440  STATE/COUNTY-  LA/CALDWELL
 CQ0440  USGS QUAD   -  BOSCO (1982)
 CQ0440
 CQ0440                         *CURRENT SURVEY CONTROL
 CQ0440  ___________________________________________________________________
 CQ0440* NAD 83(1986)-  32 15 07.     (N)    092 05 45.     (W)     SCALED    
 CQ0440* NAVD 88     -        19.21   (+/-2cm)      63.0    (feet)  VERTCON   
 CQ0440  ___________________________________________________________________
 CQ0440  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ0440
 CQ0440  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0440
 CQ0440.The horizontal coordinates were scaled from a topographic map and have
 CQ0440.an estimated accuracy of +/- 6 seconds.
 CQ0440
 CQ0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0440.The vertical order pertains to the NGVD 29 superseded value.
 CQ0440
 CQ0440.The geoid height was determined by GEOID03.
 CQ0440
 CQ0440;                    North         East    Units  Estimated Accuracy
 CQ0440;SPC LA N     -   194,320.    1,038,080.      MT  (+/- 180 meters Scaled)
 CQ0440
 CQ0440                          SUPERSEDED SURVEY CONTROL
 CQ0440
 CQ0440  NGVD 29 (??/??/??)   19.238  (m)           63.12   (f) ADJUSTED    1 2
 CQ0440
 CQ0440.Superseded values are not recommended for survey control.
 CQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0440.See file dsdata.txt to determine how the superseded data were derived.
 CQ0440
 CQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR851687(NAD 83)
 CQ0440_MARKER: DD = SURVEY DISK
 CQ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0440_STAMPING: G 3300 RESET 1958
 CQ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0440+STABILITY: SURFACE MOTION
 CQ0440
 CQ0440  HISTORY     - Date     Condition        Report By
 CQ0440  HISTORY     - 1958     MONUMENTED       LAGS
 CQ0440  HISTORY     - 1966     GOOD             CGS
 CQ0440  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0440  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0440
 CQ0440                          STATION DESCRIPTION
 CQ0440
 CQ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0440'2.7 MI S FROM BOSCO.
 CQ0440'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0440'BOSCO, IN SECTION 30, T 15 N, R 4 E, ABOUT 0.2 MILE SOUTH OF THE
 CQ0440'JUNCTION OF A ROAD LEADING WEST, ABOUT 0.15 MILE NORTH OF A BRIDGE
 CQ0440'OVER A CREEK, 63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 84 FEET
 CQ0440'NORTH OF A 36-INCH PECAN TREE, 32 FEET SOUTH OF THE CENTER LINE OF A
 CQ0440'FIELD ENTRANCE ROAD, 13 FEET SOUTH OF A SIGN MARKING AN UNDERGROUND
 CQ0440'TELEPHONE CABLE, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 CQ0440'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ0440'FLUSH WITH THE GROUND.
 CQ0440
 CQ0440                          STATION RECOVERY (1977)
 CQ0440
 CQ0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0440'MARK NOT FOUND.
 CQ0440
 CQ0440                          STATION RECOVERY (1990)
 CQ0440
 CQ0440'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3143 ***********************************************************************
 BX3143  DESIGNATION -  G 3322
 BX3143  PID         -  BX3143
 BX3143  STATE/COUNTY-  LA/SABINE
 BX3143  USGS QUAD   -  LORING (1994)
 BX3143
 BX3143                         *CURRENT SURVEY CONTROL
 BX3143  ___________________________________________________________________
 BX3143* NAD 83(1986)-  31 34 58.     (N)    093 30 33.     (W)     SCALED    
 BX3143* NAVD 88     -        78.177  (meters)     256.49   (feet)  ADJUSTED  
 BX3143  ___________________________________________________________________
 BX3143  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX3143  DYNAMIC HT  -          78.082 (meters)     256.17  (feet)  COMP
 BX3143  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 BX3143
 BX3143  VERT ORDER  -  SECOND    CLASS I
 BX3143
 BX3143.The horizontal coordinates were scaled from a topographic map and have
 BX3143.an estimated accuracy of +/- 6 seconds.
 BX3143
 BX3143.The orthometric height was determined by differential leveling
 BX3143.and adjusted by the National Geodetic Survey in February 1994..
 BX3143
 BX3143.The geoid height was determined by GEOID03.
 BX3143
 BX3143.The dynamic height is computed by dividing the NAVD 88
 BX3143.geopotential number by the normal gravity value computed on the
 BX3143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3143.degrees latitude (g = 980.6199 gals.).
 BX3143
 BX3143.The modeled gravity was interpolated from observed gravity values.
 BX3143
 BX3143;                    North         East    Units  Estimated Accuracy
 BX3143;SPC LA N     -   120,500.      904,220.      MT  (+/- 180 meters Scaled)
 BX3143
 BX3143                          SUPERSEDED SURVEY CONTROL
 BX3143
 BX3143.No superseded survey control is available for this station.
 BX3143
 BX3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ516943(NAD 83)
 BX3143_MARKER: DD = SURVEY DISK
 BX3143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3143_SP_SET: CONCRETE POST
 BX3143_STAMPING: G 3322
 BX3143_MARK LOGO: LAGS  
 BX3143_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3143+STABILITY: SURFACE MOTION
 BX3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3143+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BX3143
 BX3143  HISTORY     - Date     Condition        Report By
 BX3143  HISTORY     - UNK      MONUMENTED       LAGS
 BX3143  HISTORY     - 19890524 GOOD             LADTD
 BX3143
 BX3143                          STATION DESCRIPTION
 BX3143
 BX3143'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3143'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHEAST OF ZWOLLE AND
 BX3143'ABOUT 2.82 KM (1.75 MI) NORTHWEST FROM MANY.  OWNERSHIP--LOUISIANA
 BX3143'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3143'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 171 AND STATE
 BX3143'HIGHWAY 6 IN MANY, GO NORTHWEST FOR 2.82 KM (1.75 MI) ON HIGWHAY 171
 BX3143'TO THE STATION ON THE RIGHT JUST NORTH OF A DRIVEWAY.
 BX3143'THE STATION IS 12.9 M (42.3 FT) NORTHEAST FROM THE CENTER OF THE
 BX3143'HIGHWAY, 12.1 M (39.7 FT) WEST-SOUTHWEST FROM A 91.4 CM (36 IN) WATER
 BX3143'OAK TREE, 9.5 M (31.2 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 BX3143'DRIVE, 7.2 M (23.6 FT) EAST-SOUTHEAST FROM A CONCRETE RIGHT-OF-WAY
 BX3143'MARKER AND 0.79 M (2.59 FT) NORTHEAST FROM A WITNESS POST.  THE
 BX3143'STATION IS FLUSH WITH THE GROUND AND ABOUT 0.61 M (2.00 FT) ABOVE THE
 BX3143'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2452 ***********************************************************************
 CQ2452  DESIGNATION -  G 333
 CQ2452  PID         -  CQ2452
 CQ2452  STATE/COUNTY-  LA/BIENVILLE
 CQ2452  USGS QUAD   -  SALINE (1986)
 CQ2452
 CQ2452                         *CURRENT SURVEY CONTROL
 CQ2452  ___________________________________________________________________
 CQ2452* NAD 83(1986)-  32 14 48.     (N)    092 56 12.     (W)     SCALED    
 CQ2452* NAVD 88     -        80.31   (+/-2cm)     263.5    (feet)  VERTCON   
 CQ2452  ___________________________________________________________________
 CQ2452  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2452
 CQ2452  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2452
 CQ2452.The horizontal coordinates were scaled from a topographic map and have
 CQ2452.an estimated accuracy of +/- 6 seconds.
 CQ2452
 CQ2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2452.The vertical order pertains to the NGVD 29 superseded value.
 CQ2452
 CQ2452.The geoid height was determined by GEOID03.
 CQ2452
 CQ2452;                    North         East    Units  Estimated Accuracy
 CQ2452;SPC LA N     -   193,750.      958,850.      MT  (+/- 180 meters Scaled)
 CQ2452
 CQ2452                          SUPERSEDED SURVEY CONTROL
 CQ2452
 CQ2452  NGVD 29 (??/??/??)   80.363  (m)          263.66   (f) ADJUSTED    1 1
 CQ2452
 CQ2452.Superseded values are not recommended for survey control.
 CQ2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2452.See file dsdata.txt to determine how the superseded data were derived.
 CQ2452
 CQ2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR059677(NAD 83)
 CQ2452_MARKER: DB = BENCH MARK DISK
 CQ2452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2452_SP_SET: 40 FEET
 CQ2452_STAMPING: G 333 1977
 CQ2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2452
 CQ2452  HISTORY     - Date     Condition        Report By
 CQ2452  HISTORY     - 1977     MONUMENTED       NGS
 CQ2452
 CQ2452                          STATION DESCRIPTION
 CQ2452
 CQ2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2452'4.6 MI NW FROM FRIENDSHIP.
 CQ2452'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ2452'STATE HIGHWAY 501 AT FRIENDSHIP, THENCE 0.7 MILE SOUTH ALONG A
 CQ2452'DIRT ROAD, 17 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 16
 CQ2452'FEET NORTHEAST OF THE FIRST PAINTED TREE NORTHWEST OF THE ROAD,
 CQ2452'33 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE HALF SECTION
 CQ2452'AND THE ROAD, 3 FEET SOUTHWEST OF A 7 INCH BLAZED PINE TREE, AT
 CQ2452'A POINT WHERE THE NORTH SOUTH HALF SECTION LINE CROSSES THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1803 ***********************************************************************
 BW1803  DESIGNATION -  G 336
 BW1803  PID         -  BW1803
 BW1803  STATE/COUNTY-  LA/CONCORDIA
 BW1803  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1803
 BW1803                         *CURRENT SURVEY CONTROL
 BW1803  ___________________________________________________________________
 BW1803* NAD 83(1986)-  31 10 07.     (N)    091 37 34.     (W)     SCALED    
 BW1803* NAVD 88     -        21.693  (meters)      71.17   (feet)  ADJUSTED  
 BW1803  ___________________________________________________________________
 BW1803  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BW1803  DYNAMIC HT  -          21.667 (meters)      71.09  (feet)  COMP
 BW1803  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 BW1803
 BW1803  VERT ORDER  -  FIRST     CLASS II
 BW1803
 BW1803.The horizontal coordinates were scaled from a topographic map and have
 BW1803.an estimated accuracy of +/- 6 seconds.
 BW1803
 BW1803.The orthometric height was determined by differential leveling
 BW1803.and adjusted by the National Geodetic Survey in February 1994..
 BW1803
 BW1803.The geoid height was determined by GEOID03.
 BW1803
 BW1803.The dynamic height is computed by dividing the NAVD 88
 BW1803.geopotential number by the normal gravity value computed on the
 BW1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1803.degrees latitude (g = 980.6199 gals.).
 BW1803
 BW1803.The modeled gravity was interpolated from observed gravity values.
 BW1803
 BW1803;                    North         East    Units  Estimated Accuracy
 BW1803;SPC LA N     -    74,470.    1,083,310.      MT  (+/- 180 meters Scaled)
 BW1803
 BW1803                          SUPERSEDED SURVEY CONTROL
 BW1803
 BW1803  NAVD 88 (06/15/91)   21.717  (m)           71.25   (f) UNKNOWN     1 2
 BW1803  NGVD 29 (??/??/??)   21.668  (m)           71.09   (f) ADJUSTED    1 2
 BW1803
 BW1803.Superseded values are not recommended for survey control.
 BW1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1803.See file dsdata.txt to determine how the superseded data were derived.
 BW1803
 BW1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ309491(NAD 83)
 BW1803_MARKER: DB = BENCH MARK DISK
 BW1803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1803_SP_SET: STAINLESS STEEL ROD
 BW1803_STAMPING: G 336 1979
 BW1803_PROJECTION: RECESSED 5 CENTIMETERS
 BW1803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1803_ROD/PIPE-DEPTH: 7.62 meters
 BW1803
 BW1803  HISTORY     - Date     Condition        Report By
 BW1803  HISTORY     - 1979     MONUMENTED       NGS
 BW1803
 BW1803                          STATION DESCRIPTION
 BW1803
 BW1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1803'1.2 MI NORTH FROM BLACK HAWK.
 BW1803'1.2 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF A GRAVEL
 BW1803'ROAD LEADING NORTHWEST TO THE BLACK HAWK HUNTING LODGE IN BLACK
 BW1803'HAWK TO THE MARK ON THE RIGHT, 2.5 FEET EAST OF MILE POST 21, 26.0
 BW1803'FEET WEST OF THE CENTER OF A  RAVEL ROAD ON TOP OF THE LEVEE, 18.0
 BW1803'FEET EAST OF THE CENTER LINE OF HIGHWAY 15.
 BW1803'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BW1803'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1854 ***********************************************************************
 BW1854  DESIGNATION -  G 337
 BW1854  PID         -  BW1854
 BW1854  STATE/COUNTY-  LA/CONCORDIA
 BW1854  USGS QUAD   -  SPOKANE (1976)
 BW1854
 BW1854                         *CURRENT SURVEY CONTROL
 BW1854  ___________________________________________________________________
 BW1854* NAD 83(1986)-  31 38 49.     (N)    091 27 02.     (W)     SCALED    
 BW1854* NAVD 88     -        18.728  (meters)      61.44   (feet)  ADJUSTED  
 BW1854  ___________________________________________________________________
 BW1854  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW1854  DYNAMIC HT  -          18.706 (meters)      61.37  (feet)  COMP
 BW1854  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 BW1854
 BW1854  VERT ORDER  -  FIRST     CLASS II
 BW1854
 BW1854.The horizontal coordinates were scaled from a topographic map and have
 BW1854.an estimated accuracy of +/- 6 seconds.
 BW1854
 BW1854.The orthometric height was determined by differential leveling
 BW1854.and adjusted by the National Geodetic Survey in February 1994..
 BW1854
 BW1854.The geoid height was determined by GEOID03.
 BW1854
 BW1854.The dynamic height is computed by dividing the NAVD 88
 BW1854.geopotential number by the normal gravity value computed on the
 BW1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1854.degrees latitude (g = 980.6199 gals.).
 BW1854
 BW1854.The modeled gravity was interpolated from observed gravity values.
 BW1854
 BW1854;                    North         East    Units  Estimated Accuracy
 BW1854;SPC LA N     -   127,650.    1,099,530.      MT  (+/- 180 meters Scaled)
 BW1854
 BW1854                          SUPERSEDED SURVEY CONTROL
 BW1854
 BW1854  NAVD 88 (06/15/91)   18.744  (m)           61.50   (f) UNKNOWN     1 2
 BW1854  NGVD 29 (??/??/??)   18.731  (m)           61.45   (f) ADJUSTED    1 2
 BW1854
 BW1854.Superseded values are not recommended for survey control.
 BW1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1854.See file dsdata.txt to determine how the superseded data were derived.
 BW1854
 BW1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR469023(NAD 83)
 BW1854_MARKER: DB = BENCH MARK DISK
 BW1854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1854_SP_SET: STAINLESS STEEL ROD
 BW1854_STAMPING: G 337 1979
 BW1854_PROJECTION: RECESSED 3 CENTIMETERS
 BW1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1854_ROD/PIPE-DEPTH: 7.62 meters
 BW1854
 BW1854  HISTORY     - Date     Condition        Report By
 BW1854  HISTORY     - 1979     MONUMENTED       NGS
 BW1854
 BW1854                          STATION DESCRIPTION
 BW1854
 BW1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1854'3.9 MI SW FROM LAKE ST JOHN.
 BW1854'3.9 MILES SOUTHWEST ALONG STATE HIGHWAY 3196(A GRAVEL ROAD PARALELLING
 BW1854'THE LEVEE) FROM THE JUNCTION OF STATE HIGHWAY 569 AT THE SOUTHEAST END
 BW1854'OF LAKE ST. JOHN, SET ON THE SOUTHEAST SIDE OF A 4-FOOT BARB WIRE
 BW1854'FENCE AND AT A POWER POLE, 0.60 MILE NORTHEAST OF A CATTLE GUARD IN
 BW1854'HIGHWAY 3196, 29 FEET NORTHWEST OF THE CENTER OF HIGHWAY 3196, 1.5 FT.
 BW1854'SOUTHEAST OF POWER POLE (NO NUMBER), AND 1 FOOT SOUTHEAST OF THE
 BW1854'FENCE.
 BW1854'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BW1854'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2288 ***********************************************************************
 CP2288  DESIGNATION -  G 338
 CP2288  PID         -  CP2288
 CP2288  STATE/COUNTY-  LA/TENSAS
 CP2288  USGS QUAD   -  NEWELLTON (1994)
 CP2288
 CP2288                         *CURRENT SURVEY CONTROL
 CP2288  ___________________________________________________________________
 CP2288* NAD 83(1986)-  32 05 59.     (N)    091 10 06.     (W)     SCALED    
 CP2288* NAVD 88     -        24.501  (meters)      80.38   (feet)  ADJUSTED  
 CP2288  ___________________________________________________________________
 CP2288  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP2288  DYNAMIC HT  -          24.473 (meters)      80.29  (feet)  COMP
 CP2288  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 CP2288
 CP2288  VERT ORDER  -  FIRST     CLASS II
 CP2288
 CP2288.The horizontal coordinates were scaled from a topographic map and have
 CP2288.an estimated accuracy of +/- 6 seconds.
 CP2288
 CP2288.The orthometric height was determined by differential leveling
 CP2288.and adjusted by the National Geodetic Survey in February 1994..
 CP2288
 CP2288.The geoid height was determined by GEOID03.
 CP2288
 CP2288.The dynamic height is computed by dividing the NAVD 88
 CP2288.geopotential number by the normal gravity value computed on the
 CP2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2288.degrees latitude (g = 980.6199 gals.).
 CP2288
 CP2288.The modeled gravity was interpolated from observed gravity values.
 CP2288
 CP2288;                    North         East    Units  Estimated Accuracy
 CP2288;SPC LA N     -   178,140.    1,125,680.      MT  (+/- 180 meters Scaled)
 CP2288
 CP2288                          SUPERSEDED SURVEY CONTROL
 CP2288
 CP2288  NAVD 88 (06/15/91)   24.507  (m)           80.40   (f) UNKNOWN     1 2
 CP2288  NGVD 29 (??/??/??)   24.524  (m)           80.46   (f) ADJUSTED    1 2
 CP2288
 CP2288.Superseded values are not recommended for survey control.
 CP2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2288.See file dsdata.txt to determine how the superseded data were derived.
 CP2288
 CP2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR728529(NAD 83)
 CP2288_MARKER: DB = BENCH MARK DISK
 CP2288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2288_SP_SET: STAINLESS STEEL ROD
 CP2288_STAMPING: G 338 1979
 CP2288_PROJECTION: RECESSED 5 CENTIMETERS
 CP2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2288_ROD/PIPE-DEPTH: 10.7 meters
 CP2288
 CP2288  HISTORY     - Date     Condition        Report By
 CP2288  HISTORY     - 1979     MONUMENTED       NGS
 CP2288
 CP2288                          STATION DESCRIPTION
 CP2288
 CP2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2288'21.2 MI NE FROM ST JOSEPH.
 CP2288'21.2 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROMM THE
 CP2288'JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, AT THE CROSSING OF A
 CP2288'FIELD ROAD, 154 FEET WEST-SOUTHWEST OF LEVEE STATION MARKER 4900, 15
 CP2288'FEET SOUTHWEST OF THE CENTER OF THE GATE FOR FIELD ROAD, 2 FEET
 CP2288'SOUTHWEST OF THE SOUTHWEST POST FOR GATE, AND 1 FOOT SOUTHEAST OF
 CP2288'THE FENCE LINE.
 CP2288'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 CP2288'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2028 ***********************************************************************
 AU2028  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2028  DESIGNATION -  G 358
 AU2028  PID         -  AU2028
 AU2028  STATE/COUNTY-  LA/LAFOURCHE
 AU2028  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU2028
 AU2028                         *CURRENT SURVEY CONTROL
 AU2028  ___________________________________________________________________
 AU2028* NAD 83(1992)-  29 27 38.86103(N)    090 18 31.16586(W)     ADJUSTED  
 AU2028* NAVD 88     -         0.82 **(meters)       2.7  **(feet)  LEVELING(2004.65)
 AU2028  **This station is located in a subsidence area (see below).
 AU2028  **This station is included in the VTDP model (see below).
 AU2028  ___________________________________________________________________
 AU2028  EPOCH DATE  -        2004.65
 AU2028  X           -     -29,940.604 (meters)                     COMP
 AU2028  Y           -  -5,557,796.012 (meters)                     COMP
 AU2028  Z           -   3,118,459.943 (meters)                     COMP
 AU2028  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU2028  ELLIP HEIGHT-         -23.97  (meters)          (06/22/05) GPS OBS
 AU2028  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU2028  DYNAMIC HT  -           0.82  (meters)       2.7   (feet)  COMP
 AU2028  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AU2028
 AU2028  HORZ ORDER  -  B
 AU2028  VERT ORDER  -  THIRD
 AU2028  ELLP ORDER  -  FOURTH    CLASS I
 AU2028
 AU2028.The horizontal coordinates were established by GPS observations
 AU2028.and adjusted by the National Geodetic Survey in June 2005..
 AU2028.The horizontal coordinates are valid at the epoch date displayed above.
 AU2028.The epoch date for horizontal control is a decimal equivalence
 AU2028.of Year/Month/Day.
 AU2028
 AU2028 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2028 ** and geoid heights are valid at the date of observation. These heights
 AU2028 ** must always be validated when used as control.
 AU2028 ** The orthometric height was determined with a Vertical Time-dependent
 AU2028 ** Positioning (VTDP) model and has been validated through GPS observations
 AU2028 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU2028 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2028 ** epoch indicated which incorporates improved geoid heights for the
 AU2028 ** Southern Louisiana Subsidence area
 AU2028 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2028.The orthometric height was determined by differential leveling.
 AU2028.The vertical network tie was performed by a horz. field party for horz.
 AU2028.obs reductions. Reset procedures were used to establish the elevation.
 AU2028
 AU2028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2028
 AU2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2028
 AU2028.The ellipsoidal height was determined by GPS observations
 AU2028.and is referenced to NAD 83.
 AU2028
 AU2028.The geoid height was determined by GEOID03.
 AU2028
 AU2028.The dynamic height is computed by dividing the NAVD 88
 AU2028.geopotential number by the normal gravity value computed on the
 AU2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2028.degrees latitude (g = 980.6199 gals.).
 AU2028
 AU2028.The modeled gravity was interpolated from observed gravity values.
 AU2028
 AU2028;                    North         East     Units Scale Factor Converg.
 AU2028;SPC LA S     -   106,944.590 1,099,392.966   MT  0.99996986   +0 30 44.5
 AU2028;SPC LA S     -   350,867.38  3,606,925.09   sFT  0.99996986   +0 30 44.5
 AU2028;UTM  15      - 3,262,055.950   761,015.452   MT  1.00044073   +1 19 27.9
 AU2028
 AU2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2028!SPC LA S     -   1.00000376  x   0.99996986  =   0.99997362
 AU2028!UTM  15      -   1.00000376  x   1.00044073  =   1.00044450
 AU2028
 AU2028                          SUPERSEDED SURVEY CONTROL
 AU2028
 AU2028  NAVD 88 (02/14/94)    1.005  (m)            3.30   (f) READJUSTED  3  
 AU2028  NAVD 88 (06/15/91)    1.068  (m)            3.50   (f) UNKNOWN     1 2
 AU2028  NGVD 29 (??/??/??)    1.046  (m)            3.43   (f) ADJUSTED    1 2
 AU2028
 AU2028.Superseded values are not recommended for survey control.
 AU2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2028.See file dsdata.txt to determine how the superseded data were derived.
 AU2028
 AU2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6101562056(NAD 83)
 AU2028_MARKER: I = METAL ROD
 AU2028_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2028_SP_SET: STAINLESS STEEL ROD
 AU2028_STAMPING: G 358 1982
 AU2028_MARK LOGO: NGS   
 AU2028_PROJECTION: FLUSH
 AU2028_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2028+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 AU2028_ROD/PIPE-DEPTH: 21.9 meters
 AU2028
 AU2028  HISTORY     - Date     Condition        Report By
 AU2028  HISTORY     - 1982     MONUMENTED       NGS
 AU2028  HISTORY     - 19930224 GOOD             NGS
 AU2028  HISTORY     - 20040413 GOOD             NGS
 AU2028  HISTORY     - 20051010 GOOD             NGS
 AU2028  HISTORY     - 20060124 GOOD             3001
 AU2028
 AU2028                          STATION DESCRIPTION
 AU2028
 AU2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2028'3.2 KM (2.0 MI) NW FROM GALLIANO.
 AU2028'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU2028'3.2 KILOMETERS (2.0 MILES) NORTHWEST ALONG STATE HIGHWAY 308 FROM THE
 AU2028'JUNCTION OF THE BAYOU BRIDGE AND EAST 128TH STREET IN GALLIANO, TO THE
 AU2028'MARK ON THE RIGHT, AT THE SOUTH CORNER OF THE PROPERTY OF THE STAGE
 AU2028'COACH LOUNGE, 8.53 METERS (28.0 FEET) NORTHEAST OF THE CENTER LINE OF
 AU2028'THE HIGHWAY, 11.07 METERS (36.3 FEET) SOUTH OF THE CORNER OF THE
 AU2028'BUILDING, 0.51 METER (1.7 FEET) WEST OF THE SOUTHWEST END OF A 3-FOOT
 AU2028'HIGH METAL PIPE PROPERTY LINE FENCE, 0.91 METER (3.0 FEET) NORTHWEST
 AU2028'OF A POWER POLE WITH TWO TRANSFORMERS.
 AU2028
 AU2028                          STATION RECOVERY (1993)
 AU2028
 AU2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2028'9.3 KM (5.75 MI) NORTHWESTERLY ALONG STATE HIGHWAY 308 FROM THE
 AU2028'JUNCTION OF STATE HIGHWAY 1 IN GOLDEN MEADOW, 11.1 M (36.4 FT)
 AU2028'SOUTHWEST OF THE SOUTH CORNER OF AN ABANDONED BUILDING, 8.5 M (27.9
 AU2028'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.7 M (2.3 FT)
 AU2028'NORTHWEST OF A UTILITY LIGHT POLE WITH 2 TRANSFORMERS ATTACHED, 0.4 M
 AU2028'(1.3 FT) NORTH-NORTHWEST OF THE SOUTHWEST END OF A FENCE, AND 0.3 M
 AU2028'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 AU2028'POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2028
 AU2028                          STATION RECOVERY (2004)
 AU2028
 AU2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU2028'RECOVERED AS DESCRIBED
 AU2028
 AU2028                          STATION RECOVERY (2005)
 AU2028
 AU2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU2028'RECOVERED AS DESCRIBED.
 AU2028
 AU2028                          STATION RECOVERY (2006)
 AU2028
 AU2028'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 AU2028'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2110 ***********************************************************************
 AU2110  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2110  DESIGNATION -  G 365
 AU2110  PID         -  AU2110
 AU2110  STATE/COUNTY-  LA/JEFFERSON
 AU2110  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2110
 AU2110                         *CURRENT SURVEY CONTROL
 AU2110  ___________________________________________________________________
 AU2110* NAD 83(1992)-  29 54 39.52074(N)    090 12 46.30724(W)     ADJUSTED  
 AU2110* NAVD 88     -         0.24 **(meters)       0.8  **(feet)  GPS OBS(2004.65)
 AU2110  **This station is located in a subsidence area (see below).
 AU2110  ___________________________________________________________________
 AU2110  EPOCH DATE  -        2004.65
 AU2110  X           -     -20,556.547 (meters)                     COMP
 AU2110  Y           -  -5,533,123.639 (meters)                     COMP
 AU2110  Z           -   3,161,810.933 (meters)                     COMP
 AU2110  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2110  ELLIP HEIGHT-         -25.72  (meters)          (06/22/05) GPS OBS
 AU2110  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU2110  DYNAMIC HT  -           0.24  (meters)       0.8   (feet)  COMP
 AU2110  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 AU2110  OBS GRAVITY -     979,310.0   (mgal)                       GRAV_OBS
 AU2110
 AU2110  HORZ ORDER  -  B
 AU2110  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2110  ELLP ORDER  -  FOURTH    CLASS I
 AU2110
 AU2110.The horizontal coordinates were established by GPS observations
 AU2110.and adjusted by the National Geodetic Survey in June 2005..
 AU2110.The horizontal coordinates are valid at the epoch date displayed above.
 AU2110.The epoch date for horizontal control is a decimal equivalence
 AU2110.of Year/Month/Day.
 AU2110
 AU2110 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2110 ** and geoid heights are valid at the date of observation. These heights
 AU2110 ** must always be validated when used as control.
 AU2110 ** The orthometric height was determined by GPS observations using
 AU2110 ** precise GPS observation and processing techniques and a new
 AU2110 ** realization of GEOID03. It supersedes the leveled height previously
 AU2110 ** determined for this station.
 AU2110 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2110 ** epoch indicated which incorporates improved geoid heights for the
 AU2110 ** Southern Louisiana Subsidence area.
 AU2110 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2110.The orthometric height was determined by GPS observations and a
 AU2110.high-resolution geoid model using precise GPS observation and
 AU2110.processing techniques. It supersedes the leveled height previously
 AU2110.determined for this station.
 AU2110.The vertical order pertains to the first NAVD 88 superseded value.
 AU2110
 AU2110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2110
 AU2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2110
 AU2110.The ellipsoidal height was determined by GPS observations
 AU2110.and is referenced to NAD 83.
 AU2110
 AU2110.The geoid height was determined by GEOID03.
 AU2110
 AU2110.The dynamic height is computed by dividing the NAVD 88
 AU2110.geopotential number by the normal gravity value computed on the
 AU2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2110.degrees latitude (g = 980.6199 gals.).
 AU2110
 AU2110.The modeled gravity was interpolated from observed gravity values.
 AU2110.The observed gravity was obtained from relative gravimeter ties
 AU2110.to the IGSN71 gravity network.
 AU2110
 AU2110;                    North         East     Units Scale Factor Converg.
 AU2110;SPC LA S     -   156,927.889 1,108,196.737   MT  0.99992697   +0 33 36.9
 AU2110;SPC LA S     -   514,854.25  3,635,808.79   sFT  0.99992697   +0 33 36.9
 AU2110;UTM  15      - 3,312,186.525   769,106.240   MT  1.00049359   +1 23 26.4
 AU2110
 AU2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2110!SPC LA S     -   1.00000404  x   0.99992697  =   0.99993101
 AU2110!UTM  15      -   1.00000404  x   1.00049359  =   1.00049763
 AU2110
 AU2110                          SUPERSEDED SURVEY CONTROL
 AU2110
 AU2110  NAVD 88 (12/05/96)    0.342  (m)            1.12   (f) ADJUSTED    1 2
 AU2110  NAVD 88 (02/14/94)    0.313  (m)            1.03   (f) UNKNOWN     1 2
 AU2110  NAVD 88 (06/15/91)    0.371  (m)            1.22   (f) UNKNOWN     1 2
 AU2110  NGVD 29 (??/??/??)    0.407  (m)            1.34   (f) ADJUSTED    1 2
 AU2110
 AU2110.Superseded values are not recommended for survey control.
 AU2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2110.See file dsdata.txt to determine how the superseded data were derived.
 AU2110
 AU2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6910612187(NAD 83)
 AU2110_MARKER: I = METAL ROD
 AU2110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AU2110_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AU2110_STAMPING: G 365 1984
 AU2110_MARK LOGO: NGS   
 AU2110_PROJECTION: FLUSH
 AU2110_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2110+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2006
 AU2110_ROD/PIPE-DEPTH: 32.9 meters
 AU2110_SLEEVE-DEPTH  : 9.10 meters
 AU2110
 AU2110  HISTORY     - Date     Condition        Report By
 AU2110  HISTORY     - 1984     MONUMENTED       NGS
 AU2110  HISTORY     - 1984     GOOD             LA-051
 AU2110  HISTORY     - 19941122 GOOD             NGS
 AU2110  HISTORY     - 20040413 GOOD             NGS
 AU2110  HISTORY     - 20060108 GOOD             3001
 AU2110
 AU2110                          STATION DESCRIPTION
 AU2110
 AU2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2110'0.24 KM (0.15 MI) WEST FROM AVONDALE.
 AU2110'0.24 KM (0.15 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AU2110'AVONDALE GARDEN ROAD IN AVONDALE.  INSIDE THE ENTRANCE OF THE REST
 AU2110'LAWN CEMETARY GROUNDS AND IN THE MIDDLE OF A GRASSY MEDIAN, 3.0 METERS
 AU2110'(9.9 FT)NORTH OF THE NORTH FACE OF THE CENTER BRICK PIER OF THE
 AU2110'ENTRANCE FENCE, 9.1 METERS (30.0 FT) WEST OF THE CENTER OF A PAVED
 AU2110'ENTRANCE ROAD TO THE CEMETARY AND AN IRONGATE, 9.4 METERS (30.7 FT)
 AU2110'EAST OF THE CENTER OF A ENTRANCE ROAD AND AN IRONGATE, 4.7 METERS
 AU2110'(15.5 FT) SOUTH OF A 4 INCH CEDAR TREE, 24.9 METERS (81.6 FT) SOUTH OF
 AU2110'A METAL FLAG POLE, 4.6 METERS (15.2 FT) WEST OF THE WEST FACE OF A 1
 AU2110'FOOT HIGH BRICK ENTRANCE FENCE, 5.1 METERS (16.7 FT) EAST OF THE EAST
 AU2110'FACE OF A 1 FOOT HIGH ENTRANCE FENCE AND 39.0 METERS (128.0 FT) NORTH
 AU2110'OF CENTERLINE OF U.S. HIGHWAY 90 WESTBOUND.   NOTE, DRIVEN TO REQUIRED
 AU2110'DRIVING RATE.
 AU2110'THE MARK IS 0.15 M ABOVE CEMETARY ENTRANCE ROAD..
 AU2110
 AU2110                          STATION RECOVERY (1984)
 AU2110
 AU2110'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2110'RECOVERED IN GOOD CONDITION.
 AU2110
 AU2110                          STATION RECOVERY (1994)
 AU2110
 AU2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2110'5.7 KM (3.55 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE TRAFFIC
 AU2110'CIRCLE AT THE SOUTH END OF THE HUEY P LONG BRIDGE IN BRIDGE CITY, 40.5
 AU2110'M (132.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AU2110'HIGHWAY, 12.0 M (39.4 FT) SOUTH OF A FLAG POLE, 9.3 M (30.5 FT) EAST
 AU2110'OF THE CENTER OF A ROAD, 9.2 M (30.2 FT) WEST OF THE CENTER OF THE
 AU2110'ENTRANCE TO THE REST LAWN CEMETERY, 3.0 M (9.8 FT) NORTH OF THE NORTH
 AU2110'FACE OF A BRICK PILLAR IN THE MEDIAN OF THE ENTRANCE, AND 0.5 M (1.6
 AU2110'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AU2110'IS THROUGH A 5-INCH LOGO CAP.
 AU2110
 AU2110                          STATION RECOVERY (2004)
 AU2110
 AU2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU2110'5.7 KM (3.55 MI) WEST ALONG US HWY 90 FROM THE HUEY LONG BRIDGE IN
 AU2110'BRIDGE CITY, 0.24KM (0.15  MI) WEST ALONG US 90 FROM THE JUNCTION OF
 AU2110'AVONDALE GARDEN ROAD IN AVONDALE.  THE MARK  IS LOCATED INSIDE THE
 AU2110'ENTRANCE OF THE REST LAWN CEMENTARY GARDENS IN THE APPROX  CENTER OF
 AU2110'THE GRASSY MEDIAN.  THE MARK IS APPROX. 40 MTR N OF THE WEST BOUND
 AU2110'LANES OF  US 90, IT 10 FT NORTH OF THE FACE OF THE CENTER BRICK
 AU2110'PILLAR, 16 FT ESE OF THE NE CORNER OF  THE NW BRICK PILLAR, 17 FT ENE
 AU2110'OF THE NE CORNER OF THE SW BRICK PILLAR, 16.6 FT WSW OF THE  NW CORNER
 AU2110'OF THE NE BRICK PILLAR, 16.7 FT WNW OF OF THE SW BRICK PILLAR, AND
 AU2110'39.4 FT S OF  THE FLAGPOLE.
 AU2110
 AU2110                          STATION RECOVERY (2006)
 AU2110
 AU2110'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 AU2110'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1364 ***********************************************************************
 CQ1364  DESIGNATION -  G 37
 CQ1364  PID         -  CQ1364
 CQ1364  STATE/COUNTY-  LA/WEBSTER
 CQ1364  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1364
 CQ1364                         *CURRENT SURVEY CONTROL
 CQ1364  ___________________________________________________________________
 CQ1364* NAD 83(1986)-  32 49 00.     (N)    093 24 59.     (W)     SCALED    
 CQ1364* NAVD 88     -        69.768  (meters)     228.90   (feet)  ADJUSTED  
 CQ1364  ___________________________________________________________________
 CQ1364  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1364  DYNAMIC HT  -          69.691 (meters)     228.64  (feet)  COMP
 CQ1364  MODELED GRAV-     979,534.8   (mgal)                       NAVD 88
 CQ1364
 CQ1364  VERT ORDER  -  SECOND    CLASS 0
 CQ1364
 CQ1364.The horizontal coordinates were scaled from a topographic map and have
 CQ1364.an estimated accuracy of +/- 6 seconds.
 CQ1364
 CQ1364.The orthometric height was determined by differential leveling
 CQ1364.and adjusted by the National Geodetic Survey in June 1991..
 CQ1364
 CQ1364.The geoid height was determined by GEOID03.
 CQ1364
 CQ1364.The dynamic height is computed by dividing the NAVD 88
 CQ1364.geopotential number by the normal gravity value computed on the
 CQ1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1364.degrees latitude (g = 980.6199 gals.).
 CQ1364
 CQ1364.The modeled gravity was interpolated from observed gravity values.
 CQ1364
 CQ1364;                    North         East    Units  Estimated Accuracy
 CQ1364;SPC LA N     -   257,240.      914,180.      MT  (+/- 180 meters Scaled)
 CQ1364
 CQ1364                          SUPERSEDED SURVEY CONTROL
 CQ1364
 CQ1364  NGVD 29 (??/??/??)   69.830  (m)          229.10   (f) ADJUSTED    2 0
 CQ1364
 CQ1364.Superseded values are not recommended for survey control.
 CQ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1364.See file dsdata.txt to determine how the superseded data were derived.
 CQ1364
 CQ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS610310(NAD 83)
 CQ1364_MARKER: DB = BENCH MARK DISK
 CQ1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1364_STAMPING: G 37 1934
 CQ1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1364+STABILITY: SURFACE MOTION
 CQ1364
 CQ1364  HISTORY     - Date     Condition        Report By
 CQ1364  HISTORY     - 1934     MONUMENTED       CGS
 CQ1364  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1364
 CQ1364                          STATION DESCRIPTION
 CQ1364
 CQ1364'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1364'IN COTTON VALLEY.
 CQ1364'AT COTTON VALLEY, WEBSTER PARISH, ABOUT 230 YARDS SOUTH OF THE
 CQ1364'LOUISIANA AND ARKANSAS RAILWAY STATION, ABOUT 200 YARDS SOUTH OF
 CQ1364'MILEPOST 61, ABOUT 15 YARDS EAST OF A HAND-CAR HOUSE, AND 28 FEET EAST
 CQ1364'OF THE TRACK.  A STANDARD DISK, STAMPED G 37 1934 AND SET IN THE TOP
 CQ1364'OF A CONCRETE POST.  SEC 17, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1800 ***********************************************************************
 BH1800  DESIGNATION -  G 374
 BH1800  PID         -  BH1800
 BH1800  STATE/COUNTY-  LA/ORLEANS
 BH1800  USGS QUAD   -  LITTLE WOODS (1994)
 BH1800
 BH1800                         *CURRENT SURVEY CONTROL
 BH1800  ___________________________________________________________________
 BH1800* NAD 83(1992)-  30 02 49.57300(N)    089 53 18.27800(W)     ADJUSTED  
 BH1800* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BH1800  **This station is located in a subsidence area (see below).
 BH1800  ___________________________________________________________________
 BH1800  X           -      10,761.712 (meters)                     COMP
 BH1800  Y           -  -5,525,611.556 (meters)                     COMP
 BH1800  Z           -   3,174,881.970 (meters)                     COMP
 BH1800  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BH1800  ELLIP HEIGHT-         -25.37  (meters)          (01/21/03) GPS OBS
 BH1800  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BH1800  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 BH1800  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BH1800
 BH1800  HORZ ORDER  -  FIRST
 BH1800  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1800  ELLP ORDER  -  FOURTH    CLASS I
 BH1800
 BH1800.The horizontal coordinates were established by GPS observations
 BH1800.and adjusted by the National Geodetic Survey in May 1994..
 BH1800
 BH1800 ** The orthometric height has not been validated since last determined
 BH1800 ** by differential leveling and should not be used for control purposes.
 BH1800 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1800 ** area with valid NAVD 88 orthometric heights.
 BH1800 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1800 ** epoch indicated which incorporates improved geoid heights for the
 BH1800 ** Southern Louisiana Subsidence area.
 BH1800 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1800.The orthometric height was scaled from a topographic map.
 BH1800.The vertical order pertains to the first NAVD 88 superseded value.
 BH1800
 BH1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1800
 BH1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1800
 BH1800.The ellipsoidal height was determined by GPS observations
 BH1800.and is referenced to NAD 83.
 BH1800
 BH1800.The geoid height was determined by GEOID03.
 BH1800
 BH1800.The dynamic height is computed by dividing the NAVD 88
 BH1800.geopotential number by the normal gravity value computed on the
 BH1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1800.degrees latitude (g = 980.6199 gals.).
 BH1800
 BH1800.The modeled gravity was interpolated from observed gravity values.
 BH1800
 BH1800;                    North         East     Units Scale Factor Converg.
 BH1800;SPC LA S     -   172,366.091 1,139,335.342   MT  0.99992607   +0 43 20.9
 BH1800;SPC LA S     -   565,504.42  3,737,969.37   sFT  0.99992607   +0 43 20.9
 BH1800;UTM  16      - 3,327,521.768   221,491.902   MT  1.00055710   -1 26 49.9
 BH1800
 BH1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1800!SPC LA S     -   1.00000398  x   0.99992607  =   0.99993005
 BH1800!UTM  16      -   1.00000398  x   1.00055710  =   1.00056109
 BH1800
 BH1800                          SUPERSEDED SURVEY CONTROL
 BH1800
 BH1800  ELLIP H (05/13/94)  -25.34   (m)                       GP(       ) 4 1
 BH1800  NAD 83(1992)-  30 02 49.57301(N)    089 53 18.27800(W) AD(       ) 1
 BH1800  ELLIP H (01/21/93)  -25.34   (m)                       GP(       ) 4 2
 BH1800  NAD 83(1986)-  30 02 49.58893(N)    089 53 18.27537(W) AD(       ) 1
 BH1800  NAVD 88 (02/14/94)    1.059  (m)            3.47   (f) UNKNOWN     1 1
 BH1800  NAVD 88 (06/15/91)    1.087  (m)            3.57   (f) UNKNOWN     1 1
 BH1800  NGVD 29 (05/21/91)    1.120  (m)            3.67   (f) ADJUSTED    1 1
 BH1800
 BH1800.Superseded values are not recommended for survey control.
 BH1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1800.See file dsdata.txt to determine how the superseded data were derived.
 BH1800
 BH1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2149227522(NAD 83)
 BH1800_MARKER: I = METAL ROD
 BH1800_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH1800_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BH1800_STAMPING: G 374 1985
 BH1800_MARK LOGO: NGS   
 BH1800_PROJECTION: FLUSH
 BH1800_MAGNETIC: I = MARKER IS A STEEL ROD
 BH1800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1800+STABILITY: POSITION/ELEVATION WELL
 BH1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1800+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1994
 BH1800_ROD/PIPE-DEPTH: 21.6 meters
 BH1800_SLEEVE-DEPTH  : 17.4 meters
 BH1800
 BH1800  HISTORY     - Date     Condition        Report By
 BH1800  HISTORY     - 1985     MONUMENTED       NGS
 BH1800  HISTORY     - 1986     GOOD             NGS
 BH1800  HISTORY     - 1988     GOOD             LADTD
 BH1800  HISTORY     - 19880920 GOOD             LADTD
 BH1800  HISTORY     - 19890123 GOOD
 BH1800  HISTORY     - 19901019 GOOD             NGS
 BH1800  HISTORY     - 19941024 GOOD             NGS
 BH1800
 BH1800                          STATION DESCRIPTION
 BH1800
 BH1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BH1800'IN NEW ORLEANS.
 BH1800'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BH1800'IN NEW ORLEANS, ALONG U.S. HIGHWAY 90, ON THE PROPERTY OF MOOSE LODGE
 BH1800'35, 1.1 KM (0.65 MI) EAST OF THE JUNCTION OF INDUSTRIAL PARKWAY,
 BH1800'20.57 METERS (67.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BH1800'11.28 METERS (37.0 FT) SOUTHWEST OF UTILITY POLE 349, 12.10 METERS
 BH1800'(39.7 FT) EAST OF THE FLAG POLE, 16.31 METERS (53.5 FT) NORTHEAST OF
 BH1800'THE NORTHWEST CORNER OF THE LODGE.  NOTE--ACCESS TO THE MARK IS
 BH1800'THROUGH A 5 INCH LOGO CAP.
 BH1800
 BH1800                          STATION RECOVERY (1986)
 BH1800
 BH1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1800'RECOVERED IN GOOD CONDITION.
 BH1800
 BH1800                          STATION RECOVERY (1988)
 BH1800
 BH1800'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1800'RECOVERED IN GOOD CONDITION.
 BH1800
 BH1800                          STATION RECOVERY (1988)
 BH1800
 BH1800'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1800'THE STATION IS LOCATED IN NEW ORLEANS ON U S HIGHWAY 90 BETWEEN THE
 BH1800'HIGHWAY AND MOOSE LODGE 35.  OWNERSHIP--MOOSE LODGE 35.
 BH1800'TO REACH THE STATION FROM THE JUNCTION OF INDUSTRIAL PARKWAY AND
 BH1800'HIGHWAY 90 GO EAST FOR 1.1 KM (0.70 MI) ON HIGHWAY 90 TO THE MARK ON
 BH1800'THE RIGHT.
 BH1800'THE STATION IS 20.57 M (67.5 FT) SOUTH OF THE CENTER OF THE HIGHWAY,
 BH1800'11.28 M (37.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 349, 12.1 M
 BH1800'(39.7 FT) EAST OF THE FLAG POLE, 16.31 M (53.5 FT) NORTHEAST OF THE
 BH1800'NORTHWEST CORNER OF THE LODGE
 BH1800
 BH1800                          STATION RECOVERY (1989)
 BH1800
 BH1800'RECOVERED 1989
 BH1800'RECOVERED IN GOOD CONDITION.
 BH1800
 BH1800                          STATION RECOVERY (1990)
 BH1800
 BH1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1800'1.1 KM (0.7 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1800'HIGHWAY) FROM THE JUNCTION OF INDUSTRIAL PARKWAY IN NEW ORLEANS, 20.6
 BH1800'M (67.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.3 M (53.5 FT)
 BH1800'NORTHEAST OF THE NORTHWEST CORNER OF MOOSE LODGE 35, 12.1 M (39.7 FT)
 BH1800'EAST OF A FLAG POLE, AND 11.3 M (37.1 FT) SOUTHWEST OF UTILITY POLE
 BH1800'NUMBER 349.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BH1800'CAP.
 BH1800
 BH1800                          STATION RECOVERY (1994)
 BH1800
 BH1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1800'12.7 KM (7.90 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1800'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1800'20.6 M (67.6 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 16.3 M (53.5 FT)
 BH1800'NORTHEAST OF THE WEST CORNER OF MOOSE LODGE NUMBER 35, 12.1 M (39.7
 BH1800'FT) EAST OF A FLAGPOLE, 11.3 M (37.1 FT) SOUTHWEST OF UTILITY POLE
 BH1800'NUMBER 349, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BH1800'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3689 ***********************************************************************
 BJ3689  DESIGNATION -  G 378
 BJ3689  PID         -  BJ3689
 BJ3689  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3689  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3689
 BJ3689                         *CURRENT SURVEY CONTROL
 BJ3689  ___________________________________________________________________
 BJ3689* NAD 83(1986)-  30 29 05.     (N)    091 09 58.     (W)     SCALED    
 BJ3689* NAVD 88     -        19.028  (meters)      62.43   (feet)  ADJUSTED  
 BJ3689  ___________________________________________________________________
 BJ3689  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3689  DYNAMIC HT  -          19.003 (meters)      62.35  (feet)  COMP
 BJ3689  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ3689
 BJ3689  VERT ORDER  -  FIRST     CLASS II
 BJ3689
 BJ3689.The horizontal coordinates were scaled from a topographic map and have
 BJ3689.an estimated accuracy of +/- 6 seconds.
 BJ3689
 BJ3689.The orthometric height was determined by differential leveling
 BJ3689.and adjusted by the National Geodetic Survey in February 1994..
 BJ3689
 BJ3689.The geoid height was determined by GEOID03.
 BJ3689
 BJ3689.The dynamic height is computed by dividing the NAVD 88
 BJ3689.geopotential number by the normal gravity value computed on the
 BJ3689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3689.degrees latitude (g = 980.6199 gals.).
 BJ3689
 BJ3689.The modeled gravity was interpolated from observed gravity values.
 BJ3689
 BJ3689;                    North         East    Units  Estimated Accuracy
 BJ3689;SPC LA S     -   220,010.    1,016,060.      MT  (+/- 180 meters Scaled)
 BJ3689
 BJ3689                          SUPERSEDED SURVEY CONTROL
 BJ3689
 BJ3689.No superseded survey control is available for this station.
 BJ3689
 BJ3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP760739(NAD 83)
 BJ3689_MARKER: DV = VERTICAL CONTROL DISK
 BJ3689_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3689_SP_SET: PIER
 BJ3689_STAMPING: G 378 1986
 BJ3689_MARK LOGO: NGS   
 BJ3689_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3689+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1993
 BJ3689
 BJ3689  HISTORY     - Date     Condition        Report By
 BJ3689  HISTORY     - 1986     MONUMENTED       NGS
 BJ3689  HISTORY     - 1986     GOOD             NGS
 BJ3689  HISTORY     - 19931115 GOOD             LADTD
 BJ3689
 BJ3689                          STATION DESCRIPTION
 BJ3689
 BJ3689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3689'IN BATON ROUGE ALONG MOHICAN STREET, SET VERTICALLY IN THE WEST FACE
 BJ3689'OF THE WEST ONE OF THREE PIERS OF THE SOUTHBOUND LANE OF THE
 BJ3689'INTERSTATE HIGHWAY 110 OVERPASS BRIDGE.  IT IS 2.59 METERS (8.5 FT)
 BJ3689'NORTH OF THE NORTH CURB OF THE STREET.
 BJ3689'THE MARK IS 1.2 M ABOVE GROUND.
 BJ3689
 BJ3689                          STATION RECOVERY (1993)
 BJ3689
 BJ3689'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (SLC)
 BJ3689'THE STATION IS LOCATED IN BATON ROUGE AT THE JUNCTION OF MOHICAN ST
 BJ3689'AND THE SOUTH BOUND LANES OF THE INTERSTATE HIGHWAY 110 OVERPASS
 BJ3689'BRIDGE, SET VERTICALLY IN THE WEST FACE OF THE WEST ONE OF THREE
 BJ3689'PIERS.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3689'DEVELOPMENT.  THE STATION IS 76.0 FT (23.2 M) EAST FROM THE CENTER OF
 BJ3689'THE NOKOMIS STREET, 49.5 FT (15.1 M) NORTH FROM THE CENTER OF MOHICAN
 BJ3689'STREET, FLUSH WITH THE SIDE OF THE PIER AND ABOUT 5.0 FT (1.5 M) ABOVE
 BJ3689'THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1623 ***********************************************************************
 CQ1623  DESIGNATION -  G 38
 CQ1623  PID         -  CQ1623
 CQ1623  STATE/COUNTY-  LA/BIENVILLE
 CQ1623  USGS QUAD   -  JAMESTOWN (1986)
 CQ1623
 CQ1623                         *CURRENT SURVEY CONTROL
 CQ1623  ___________________________________________________________________
 CQ1623* NAD 83(1986)-  32 18 31.     (N)    093 11 55.     (W)     SCALED    
 CQ1623* NAVD 88     -        50.62   (+/-2cm)     166.1    (feet)  VERTCON   
 CQ1623  ___________________________________________________________________
 CQ1623  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ1623
 CQ1623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1623
 CQ1623.The horizontal coordinates were scaled from a topographic map and have
 CQ1623.an estimated accuracy of +/- 6 seconds.
 CQ1623
 CQ1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1623.The vertical order pertains to the NGVD 29 superseded value.
 CQ1623
 CQ1623.The geoid height was determined by GEOID03.
 CQ1623
 CQ1623;                    North         East    Units  Estimated Accuracy
 CQ1623;SPC LA N     -   200,740.      934,210.      MT  (+/- 180 meters Scaled)
 CQ1623
 CQ1623                          SUPERSEDED SURVEY CONTROL
 CQ1623
 CQ1623  NGVD 29 (??/??/??)   50.677  (m)          166.26   (f) ADJUSTED    2 0
 CQ1623
 CQ1623.Superseded values are not recommended for survey control.
 CQ1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1623.See file dsdata.txt to determine how the superseded data were derived.
 CQ1623
 CQ1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR813746(NAD 83)
 CQ1623_MARKER: DB = BENCH MARK DISK
 CQ1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1623_STAMPING: G 38 1934
 CQ1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1623+STABILITY: SURFACE MOTION
 CQ1623
 CQ1623  HISTORY     - Date     Condition        Report By
 CQ1623  HISTORY     - 1934     MONUMENTED       CGS
 CQ1623  HISTORY     - 1943     GOOD             LOCSUR
 CQ1623
 CQ1623                          STATION DESCRIPTION
 CQ1623
 CQ1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1623'2.8 MI SE FROM JAMESTOWN.
 CQ1623'ABOUT 2.8 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ1623'FROM THE STATION AT JAMESTOWN, BIENVILLE PARISH, ABOUT 400 YARDS WEST
 CQ1623'OF MILEPOST 101, OPPOSITE MILEAGE 100.20, ABOUT 55 YARDS NORTHWEST OF
 CQ1623'A MAIN-ROAD CROSSING, ABOUT 15 YARDS NORTH OF THE TRACK, AND AT A
 CQ1623'FENCE CORNER.  A STANDARD DISK, STAMPED G 38 1934 AND SET IN THE TOP
 CQ1623'OF A CONCRETE POST.
 CQ1623
 CQ1623                          STATION RECOVERY (1943)
 CQ1623
 CQ1623'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3721 ***********************************************************************
 BJ3721  DESIGNATION -  G 383
 BJ3721  PID         -  BJ3721
 BJ3721  STATE/COUNTY-  LA/ST TAMMANY
 BJ3721  USGS QUAD   -  MARTINVILLE (1983)
 BJ3721
 BJ3721                         *CURRENT SURVEY CONTROL
 BJ3721  ___________________________________________________________________
 BJ3721* NAD 83(1986)-  30 30 14.     (N)    090 14 05.     (W)     SCALED    
 BJ3721* NAVD 88     -        11.699  (meters)      38.38   (feet)  ADJUSTED  
 BJ3721  ___________________________________________________________________
 BJ3721  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ3721  DYNAMIC HT  -          11.684 (meters)      38.33  (feet)  COMP
 BJ3721  MODELED GRAV-     979,350.1   (mgal)                       NAVD 88
 BJ3721
 BJ3721  VERT ORDER  -  FIRST     CLASS II
 BJ3721
 BJ3721.The horizontal coordinates were scaled from a topographic map and have
 BJ3721.an estimated accuracy of +/- 6 seconds.
 BJ3721
 BJ3721.The orthometric height was determined by differential leveling
 BJ3721.and adjusted by the National Geodetic Survey in February 1994..
 BJ3721
 BJ3721.The geoid height was determined by GEOID03.
 BJ3721
 BJ3721.The dynamic height is computed by dividing the NAVD 88
 BJ3721.geopotential number by the normal gravity value computed on the
 BJ3721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3721.degrees latitude (g = 980.6199 gals.).
 BJ3721
 BJ3721.The modeled gravity was interpolated from observed gravity values.
 BJ3721
 BJ3721;                    North         East    Units  Estimated Accuracy
 BJ3721;SPC LA S     -   222,630.    1,105,460.      MT  (+/- 180 meters Scaled)
 BJ3721
 BJ3721                          SUPERSEDED SURVEY CONTROL
 BJ3721
 BJ3721.No superseded survey control is available for this station.
 BJ3721
 BJ3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP653778(NAD 83)
 BJ3721_MARKER: I = METAL ROD
 BJ3721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3721_SP_SET: STAINLESS STEEL ROD
 BJ3721_STAMPING: G 383 1986
 BJ3721_MARK LOGO: NGS   
 BJ3721_PROJECTION: FLUSH
 BJ3721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3721_ROD/PIPE-DEPTH: 14.6 meters
 BJ3721
 BJ3721  HISTORY     - Date     Condition        Report By
 BJ3721  HISTORY     - 1986     MONUMENTED       NGS
 BJ3721
 BJ3721                          STATION DESCRIPTION
 BJ3721
 BJ3721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3721'10.3 KM (6.4 MI) WEST FROM COVINGTON.
 BJ3721'10.3 KM (6.4 MI) WEST ALONG U.S. HIGHWAY 190 FROM THE COVINGTON HIGH
 BJ3721'SCHOOL ON THE WEST SIDE OF COVINGTON TO THE MARK ON THE LEFT.  ALSO
 BJ3721'10.5 KM (6.5 MI) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3721'STATE HIGHWAY 445 IN ROBERT TO THE MARK ON THE RIGHT.  IT IS 17.9
 BJ3721'METERS (59.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190 AND 12.1
 BJ3721'METERS (40.0 FT) EAST OF THE CENTER OF A ROAD LEADING SOUTH.
 BJ3721'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3721'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 BJ3721'THE MARK IS ABOVE LEVEL WITH HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3759 ***********************************************************************
 BJ3759  DESIGNATION -  G 384
 BJ3759  PID         -  BJ3759
 BJ3759  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3759  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3759
 BJ3759                         *CURRENT SURVEY CONTROL
 BJ3759  ___________________________________________________________________
 BJ3759* NAD 83(1986)-  30 21 08.     (N)    091 12 15.     (W)     SCALED    
 BJ3759* NAVD 88     -         8.136  (meters)      26.69   (feet)  ADJUSTED  
 BJ3759  ___________________________________________________________________
 BJ3759  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3759  DYNAMIC HT  -           8.126 (meters)      26.66  (feet)  COMP
 BJ3759  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 BJ3759
 BJ3759  VERT ORDER  -  FIRST     CLASS II
 BJ3759
 BJ3759.The horizontal coordinates were scaled from a topographic map and have
 BJ3759.an estimated accuracy of +/- 6 seconds.
 BJ3759
 BJ3759.The orthometric height was determined by differential leveling
 BJ3759.and adjusted by the National Geodetic Survey in February 1994..
 BJ3759
 BJ3759.The geoid height was determined by GEOID03.
 BJ3759
 BJ3759.The dynamic height is computed by dividing the NAVD 88
 BJ3759.geopotential number by the normal gravity value computed on the
 BJ3759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3759.degrees latitude (g = 980.6199 gals.).
 BJ3759
 BJ3759.The modeled gravity was interpolated from observed gravity values.
 BJ3759
 BJ3759;                    North         East    Units  Estimated Accuracy
 BJ3759;SPC LA S     -   205,320.    1,012,420.      MT  (+/- 180 meters Scaled)
 BJ3759
 BJ3759                          SUPERSEDED SURVEY CONTROL
 BJ3759
 BJ3759.No superseded survey control is available for this station.
 BJ3759
 BJ3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP726591(NAD 83)
 BJ3759_MARKER: I = METAL ROD
 BJ3759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3759_SP_SET: STAINLESS STEEL ROD
 BJ3759_STAMPING: G 384 1986
 BJ3759_MARK LOGO: NGS   
 BJ3759_PROJECTION: FLUSH
 BJ3759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3759_ROD/PIPE-DEPTH: 15.8 meters
 BJ3759
 BJ3759  HISTORY     - Date     Condition        Report By
 BJ3759  HISTORY     - 1986     MONUMENTED       NGS
 BJ3759
 BJ3759                          STATION DESCRIPTION
 BJ3759
 BJ3759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3759'13.5 KM (8.4 MI) SOUTH FROM BATON ROUGE.
 BJ3759'13.5 KM (8.4 MI) SOUTH ALONG RIVER ROAD FROM THE INTERSTATE HIGHWAY 10
 BJ3759'OVERPASS IN BATON ROUGE TO THE MARK ON THE RIGHT.  IT IS 12.80 METERS
 BJ3759'(42.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.62 METERS (25.0
 BJ3759'FT) SOUTHWEST OF A GRAVELED ROAD THAT GOES TO THE TOP OF A LEVEE AND
 BJ3759'0.70 METERS (2.3 FT) NORTHEAST OF A UTILITY POLE WITH A SECURITY LAMP.
 BJ3759'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3759'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1527 ***********************************************************************
 BX1527  DESIGNATION -  G 4 USGS
 BX1527  PID         -  BX1527
 BX1527  STATE/COUNTY-  LA/WINN
 BX1527  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1527
 BX1527                         *CURRENT SURVEY CONTROL
 BX1527  ___________________________________________________________________
 BX1527* NAD 83(1986)-  31 54 25.     (N)    092 37 09.     (W)     SCALED    
 BX1527* NAVD 88     -        41.47   (+/-2cm)     136.1    (feet)  VERTCON   
 BX1527  ___________________________________________________________________
 BX1527  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1527
 BX1527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1527
 BX1527.The horizontal coordinates were scaled from a topographic map and have
 BX1527.an estimated accuracy of +/- 6 seconds.
 BX1527
 BX1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1527.The vertical order pertains to the NGVD 29 superseded value.
 BX1527
 BX1527.The geoid height was determined by GEOID03.
 BX1527
 BX1527;                    North         East    Units  Estimated Accuracy
 BX1527;SPC LA N     -   156,000.      988,730.      MT  (+/- 180 meters Scaled)
 BX1527
 BX1527                          SUPERSEDED SURVEY CONTROL
 BX1527
 BX1527  NGVD 29 (??/??/??)   41.496  (m)          136.14   (f) ADJUSTED    2 0
 BX1527
 BX1527.Superseded values are not recommended for survey control.
 BX1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1527.See file dsdata.txt to determine how the superseded data were derived.
 BX1527
 BX1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR360301(NAD 83)
 BX1527_MARKER: DD = SURVEY DISK
 BX1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1527_STAMPING: G 4 1933
 BX1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1527+STABILITY: SURFACE MOTION
 BX1527
 BX1527  HISTORY     - Date     Condition        Report By
 BX1527  HISTORY     - 1933     MONUMENTED       USGS
 BX1527
 BX1527                          STATION DESCRIPTION
 BX1527
 BX1527'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 BX1527'2.1 MI SE FROM WINNFIELD.
 BX1527'ABOUT 2.1 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 BX1527'FROM THE STATION AT WINNFIELD, WINN PARISH, AND ABOUT 50 FEET SOUTH OF
 BX1527'A POINT 63 FEET WEST OF A PUBLIC-ROAD CROSSING.  A UNITED STATES
 BX1527'GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 4 1933 AND SET IN THE TOP
 BX1527'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1581 ***********************************************************************
 CQ1581  DESIGNATION -  G 40
 CQ1581  PID         -  CQ1581
 CQ1581  STATE/COUNTY-  LA/RED RIVER
 CQ1581  USGS QUAD   -  COUSHATTA (1979)
 CQ1581
 CQ1581                         *CURRENT SURVEY CONTROL
 CQ1581  ___________________________________________________________________
 CQ1581* NAD 83(1986)-  32 03 25.     (N)    093 16 59.     (W)     SCALED    
 CQ1581* NAVD 88     -        52.12   (+/-2cm)     171.0    (feet)  VERTCON   
 CQ1581  ___________________________________________________________________
 CQ1581  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1581
 CQ1581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1581
 CQ1581.The horizontal coordinates were scaled from a topographic map and have
 CQ1581.an estimated accuracy of +/- 6 seconds.
 CQ1581
 CQ1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1581.The vertical order pertains to the NGVD 29 superseded value.
 CQ1581
 CQ1581.The geoid height was determined by GEOID03.
 CQ1581
 CQ1581;                    North         East    Units  Estimated Accuracy
 CQ1581;SPC LA N     -   172,890.      926,060.      MT  (+/- 180 meters Scaled)
 CQ1581
 CQ1581                          SUPERSEDED SURVEY CONTROL
 CQ1581
 CQ1581  NGVD 29 (??/??/??)   52.174  (m)          171.17   (f) ADJUSTED    2 0
 CQ1581
 CQ1581.Superseded values are not recommended for survey control.
 CQ1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1581.See file dsdata.txt to determine how the superseded data were derived.
 CQ1581
 CQ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR732467(NAD 83)
 CQ1581_MARKER: DB = BENCH MARK DISK
 CQ1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1581_STAMPING: G 40 1934
 CQ1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1581+STABILITY: SURFACE MOTION
 CQ1581
 CQ1581  HISTORY     - Date     Condition        Report By
 CQ1581  HISTORY     - 1934     MONUMENTED       CGS
 CQ1581  HISTORY     - 1943     GOOD             LOCSUR
 CQ1581
 CQ1581                          STATION DESCRIPTION
 CQ1581
 CQ1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1581'4.7 MI NE FROM COUSHATTA.
 CQ1581'ABOUT 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM COUSHATTA, RED
 CQ1581'RIVER PARISH, ABOUT 0.2 MILE EAST OF A SMALL BRIDGE, OPPOSITE A COTTON
 CQ1581'FIELD, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE EDGE OF
 CQ1581'A PINE FOREST, AND 25 FEET WEST OF A 24-INCH PINE TREE.  A STANDARD
 CQ1581'DISK, STAMPED G 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1581
 CQ1581                          STATION RECOVERY (1943)
 CQ1581
 CQ1581'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1558 ***********************************************************************
 CQ1558  DESIGNATION -  G 41
 CQ1558  PID         -  CQ1558
 CQ1558  STATE/COUNTY-  LA/RED RIVER
 CQ1558  USGS QUAD   -  HARMON (1980)
 CQ1558
 CQ1558                         *CURRENT SURVEY CONTROL
 CQ1558  ___________________________________________________________________
 CQ1558* NAD 83(1986)-  32 04 45.     (N)    093 23 30.     (W)     SCALED    
 CQ1558* NAVD 88     -        42.60   (+/-2cm)     139.8    (feet)  VERTCON   
 CQ1558  ___________________________________________________________________
 CQ1558  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1558
 CQ1558  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1558
 CQ1558.The horizontal coordinates were scaled from a topographic map and have
 CQ1558.an estimated accuracy of +/- 6 seconds.
 CQ1558
 CQ1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1558.The vertical order pertains to the NGVD 29 superseded value.
 CQ1558
 CQ1558.The geoid height was determined by GEOID03.
 CQ1558
 CQ1558;                    North         East    Units  Estimated Accuracy
 CQ1558;SPC LA N     -   175,440.      915,820.      MT  (+/- 180 meters Scaled)
 CQ1558
 CQ1558                          SUPERSEDED SURVEY CONTROL
 CQ1558
 CQ1558  NGVD 29 (??/??/??)   42.655  (m)          139.94   (f) ADJUSTED    1 2
 CQ1558
 CQ1558.Superseded values are not recommended for survey control.
 CQ1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1558.See file dsdata.txt to determine how the superseded data were derived.
 CQ1558
 CQ1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR630492(NAD 83)
 CQ1558_MARKER: DB = BENCH MARK DISK
 CQ1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1558_STAMPING: G 41 1934
 CQ1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1558+STABILITY: SURFACE MOTION
 CQ1558
 CQ1558  HISTORY     - Date     Condition        Report By
 CQ1558  HISTORY     - 1934     MONUMENTED       CGS
 CQ1558  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1558
 CQ1558                          STATION DESCRIPTION
 CQ1558
 CQ1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1558'5.0 MI N FROM COUSHATTA.
 CQ1558'5.0 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1558'STATION AT COUSHATTA, RED RIVER PARISH, AT THE SWITCH AT CARROLL, 0.5
 CQ1558'MILE WEST OF MILEPOST 40, 98 FEET SOUTHEAST OF A HOUSE, 30 FEET EAST
 CQ1558'OF A ROAD CROSSING, 29 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 CQ1558'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED G 41 1934 AND
 CQ1558'SET IN THE TOP OF A CONCRETE POST.  NOTE-- RECOVERED IN 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1687 ***********************************************************************
 BW1687  DESIGNATION -  G 42
 BW1687  PID         -  BW1687
 BW1687  STATE/COUNTY-  LA/CATAHOULA
 BW1687  USGS QUAD   -  WALTERS (1995)
 BW1687
 BW1687                         *CURRENT SURVEY CONTROL
 BW1687  ___________________________________________________________________
 BW1687* NAD 83(1986)-  31 37 02.     (N)    091 59 40.     (W)     SCALED    
 BW1687* NAVD 88     -        17.37   (+/-2cm)      57.0    (feet)  VERTCON   
 BW1687  ___________________________________________________________________
 BW1687  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BW1687
 BW1687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1687
 BW1687.The horizontal coordinates were scaled from a topographic map and have
 BW1687.an estimated accuracy of +/- 6 seconds.
 BW1687
 BW1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1687.The vertical order pertains to the NGVD 29 superseded value.
 BW1687
 BW1687.The geoid height was determined by GEOID03.
 BW1687
 BW1687;                    North         East    Units  Estimated Accuracy
 BW1687;SPC LA N     -   123,980.    1,047,970.      MT  (+/- 180 meters Scaled)
 BW1687
 BW1687                          SUPERSEDED SURVEY CONTROL
 BW1687
 BW1687  NGVD 29 (??/??/92)   17.366  (m)           56.98   (f) ADJ UNCH    2 0
 BW1687
 BW1687.Superseded values are not recommended for survey control.
 BW1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1687.See file dsdata.txt to determine how the superseded data were derived.
 BW1687
 BW1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ953984(NAD 83)
 BW1687_MARKER: DB = BENCH MARK DISK
 BW1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1687_STAMPING: G 42 1935
 BW1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1687+STABILITY: SURFACE MOTION
 BW1687
 BW1687  HISTORY     - Date     Condition        Report By
 BW1687  HISTORY     - 1935     MONUMENTED       CGS
 BW1687  HISTORY     - 1959     MARK NOT FOUND   USGS
 BW1687  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1687
 BW1687                          STATION DESCRIPTION
 BW1687
 BW1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BW1687'1.7 MI E FROM RHINEHART.
 BW1687'1.7 MI E OF AND ALONG THE L AND A R R.  20 FEET N OF CENTER OF TRACK.
 BW1687'ALONG FILL OPPOSITE MILEPOST 197.  320 YARDS E OF A RAILWAY BRIDGE.
 BW1687
 BW1687                          STATION RECOVERY (1959)
 BW1687
 BW1687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW1687'MARK NOT FOUND.
 BW1687
 BW1687                          STATION RECOVERY (1979)
 BW1687
 BW1687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1955 ***********************************************************************
 BX1955  DESIGNATION -  G 43
 BX1955  PID         -  BX1955
 BX1955  STATE/COUNTY-  LA/VERNON
 BX1955  USGS QUAD   -  BURR FERRY (1967)
 BX1955
 BX1955                         *CURRENT SURVEY CONTROL
 BX1955  ___________________________________________________________________
 BX1955* NAD 83(1986)-  31 07 05.     (N)    093 23 44.     (W)     SCALED    
 BX1955* NAVD 88     -        71.66   (+/-2cm)     235.1    (feet)  VERTCON   
 BX1955  ___________________________________________________________________
 BX1955  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BX1955
 BX1955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1955
 BX1955.The horizontal coordinates were scaled from a topographic map and have
 BX1955.an estimated accuracy of +/- 6 seconds.
 BX1955
 BX1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1955.The vertical order pertains to the NGVD 29 superseded value.
 BX1955
 BX1955.The geoid height was determined by GEOID03.
 BX1955
 BX1955;                    North         East    Units  Estimated Accuracy
 BX1955;SPC LA N     -    68,880.      914,580.      MT  (+/- 180 meters Scaled)
 BX1955
 BX1955                          SUPERSEDED SURVEY CONTROL
 BX1955
 BX1955  NGVD 29 (??/??/??)   71.767  (m)          235.46   (f) ADJUSTED    2 0
 BX1955
 BX1955.Superseded values are not recommended for survey control.
 BX1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1955.See file dsdata.txt to determine how the superseded data were derived.
 BX1955
 BX1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ622427(NAD 83)
 BX1955_MARKER: DB = BENCH MARK DISK
 BX1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1955_STAMPING: G 43 1935
 BX1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1955+STABILITY: SURFACE MOTION
 BX1955
 BX1955  HISTORY     - Date     Condition        Report By
 BX1955  HISTORY     - 1935     MONUMENTED       CGS
 BX1955  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1955
 BX1955                          STATION DESCRIPTION
 BX1955
 BX1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1955'9.9 MI SW FROM LEESVILLE.
 BX1955'9.9 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE PARISH COURTHOUSE
 BX1955'AT LEESVILLE, VERNON PARISH, AT THE EDGE OF A PINE FOREST, 100 FEET
 BX1955'NORTHEAST OF THE CENTER OF A T-ROAD JUNCTION, 50 FEET NORTH OF THE
 BX1955'CENTERLINE OF THE HIGHWAY, AND 125 FEET NORTHEAST OF A FENCE CORNER. A
 BX1955'STANDARD DISK, STAMPED G 43 1935 AND SET IN THE TOP OF A CONCRETE
 BX1955'POST.
 BX1955
 BX1955                          STATION RECOVERY (1994)
 BX1955
 BX1955'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1262 ***********************************************************************
 BK1262  DESIGNATION -  G 44
 BK1262  PID         -  BK1262
 BK1262  STATE/COUNTY-  LA/BEAUREGARD
 BK1262  USGS QUAD   -  BONESET CREEK (1994)
 BK1262
 BK1262                         *CURRENT SURVEY CONTROL
 BK1262  ___________________________________________________________________
 BK1262* NAD 83(1986)-  30 52 18.     (N)    093 13 12.     (W)     SCALED    
 BK1262* NAVD 88     -        46.09   (+/-2cm)     151.2    (feet)  VERTCON   
 BK1262  ___________________________________________________________________
 BK1262  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BK1262
 BK1262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1262
 BK1262.The horizontal coordinates were scaled from a topographic map and have
 BK1262.an estimated accuracy of +/- 6 seconds.
 BK1262
 BK1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1262.The vertical order pertains to the NGVD 29 superseded value.
 BK1262
 BK1262.The geoid height was determined by GEOID03.
 BK1262
 BK1262;                    North         East    Units  Estimated Accuracy
 BK1262;SPC LA S     -   264,380.      819,580.      MT  (+/- 180 meters Scaled)
 BK1262
 BK1262                          SUPERSEDED SURVEY CONTROL
 BK1262
 BK1262  NGVD 29 (??/??/??)   46.217  (m)          151.63   (f) ADJUSTED    2 0
 BK1262
 BK1262.Superseded values are not recommended for survey control.
 BK1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1262.See file dsdata.txt to determine how the superseded data were derived.
 BK1262
 BK1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ789154(NAD 83)
 BK1262_MARKER: DB = BENCH MARK DISK
 BK1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1262_STAMPING: G 44 1935
 BK1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1262+STABILITY: SURFACE MOTION
 BK1262
 BK1262  HISTORY     - Date     Condition        Report By
 BK1262  HISTORY     - 1935     MONUMENTED       CGS
 BK1262  HISTORY     - 1943     GOOD             CGS
 BK1262
 BK1262                          STATION DESCRIPTION
 BK1262
 BK1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1262'4.8 MI E FROM DE RIDDER.
 BK1262'4.8 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1262'STATION AT DE RIDDER, BEAUREGARD PARISH, 262 YARDS EAST OF MILEPOST
 BK1262'43, 95 YARDS NORTHWEST OF THE L.O.C. DEVILLIER FARMHOUSE, 30 YARDS
 BK1262'FROM THE CENTERLINE OF THE TRACK, AND 34 FEET NORTH OF U.S. HIGHWAY
 BK1262'22, FROM THE CENTERLINE OF THE TRACK, AND 34 FEET NORTH OF U.S.
 BK1262'HIGHWAY 22.  A STANDARD DISK, STAMPED G 44 1935 AND SET IN THE TOP OF
 BK1262'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1322 ***********************************************************************
 CQ1322  DESIGNATION -  G 47
 CQ1322  PID         -  CQ1322
 CQ1322  STATE/COUNTY-  LA/CLAIBORNE
 CQ1322  USGS QUAD   -  HOMER (1986)
 CQ1322
 CQ1322                         *CURRENT SURVEY CONTROL
 CQ1322  ___________________________________________________________________
 CQ1322* NAD 83(1986)-  32 48 09.     (N)    093 03 18.     (W)     SCALED    
 CQ1322* NAVD 88     -        66.936  (meters)     219.61   (feet)  ADJUSTED  
 CQ1322  ___________________________________________________________________
 CQ1322  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1322  DYNAMIC HT  -          66.862 (meters)     219.36  (feet)  COMP
 CQ1322  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 CQ1322
 CQ1322  VERT ORDER  -  SECOND    CLASS 0
 CQ1322
 CQ1322.The horizontal coordinates were scaled from a topographic map and have
 CQ1322.an estimated accuracy of +/- 6 seconds.
 CQ1322
 CQ1322.The orthometric height was determined by differential leveling
 CQ1322.and adjusted by the National Geodetic Survey in June 1991..
 CQ1322
 CQ1322.The geoid height was determined by GEOID03.
 CQ1322
 CQ1322.The dynamic height is computed by dividing the NAVD 88
 CQ1322.geopotential number by the normal gravity value computed on the
 CQ1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1322.degrees latitude (g = 980.6199 gals.).
 CQ1322
 CQ1322.The modeled gravity was interpolated from observed gravity values.
 CQ1322
 CQ1322;                    North         East    Units  Estimated Accuracy
 CQ1322;SPC LA N     -   255,430.      948,020.      MT  (+/- 180 meters Scaled)
 CQ1322
 CQ1322                          SUPERSEDED SURVEY CONTROL
 CQ1322
 CQ1322  NGVD 29 (??/??/??)   67.000  (m)          219.82   (f) ADJUSTED    2 0
 CQ1322
 CQ1322.Superseded values are not recommended for survey control.
 CQ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1322.See file dsdata.txt to determine how the superseded data were derived.
 CQ1322
 CQ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS948293(NAD 83)
 CQ1322_MARKER: DB = BENCH MARK DISK
 CQ1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1322_STAMPING: G 47 1934
 CQ1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1322+STABILITY: SURFACE MOTION
 CQ1322
 CQ1322  HISTORY     - Date     Condition        Report By
 CQ1322  HISTORY     - 1934     MONUMENTED       CGS
 CQ1322  HISTORY     - 1951     MARK NOT FOUND   USGS
 CQ1322
 CQ1322                          STATION DESCRIPTION
 CQ1322
 CQ1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1322'1.0 MI NW FROM HOMER.
 CQ1322'1.0 MILES NORTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1322'HOMER, CLAIBORNE PARISH, 175 YARDS NORTH OF BRIDGE 41-4, 37 YARDS
 CQ1322'NORTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 12, 15 FEET
 CQ1322'NORTH OF A DIM ROAD AND A GATE, AND 4 FEET WEST OF A FENCE.  A
 CQ1322'STANDARD DISK, STAMPED G 47 1934 AND SET IN THE TOP OF A CONCRETE
 CQ1322'POST.
 CQ1322
 CQ1322                          STATION RECOVERY (1951)
 CQ1322
 CQ1322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 CQ1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0926 ***********************************************************************
 CQ0926  DESIGNATION -  G 48
 CQ0926  PID         -  CQ0926
 CQ0926  STATE/COUNTY-  LA/LINCOLN
 CQ0926  USGS QUAD   -  CLAY (1994)
 CQ0926
 CQ0926                         *CURRENT SURVEY CONTROL
 CQ0926  ___________________________________________________________________
 CQ0926* NAD 83(1986)-  32 29 46.     (N)    092 38 56.     (W)     SCALED    
 CQ0926* NAVD 88     -        75.15   (+/-2cm)     246.6    (feet)  VERTCON   
 CQ0926  ___________________________________________________________________
 CQ0926  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0926
 CQ0926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0926
 CQ0926.The horizontal coordinates were scaled from a topographic map and have
 CQ0926.an estimated accuracy of +/- 6 seconds.
 CQ0926
 CQ0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0926.The vertical order pertains to the NGVD 29 superseded value.
 CQ0926
 CQ0926.The geoid height was determined by GEOID03.
 CQ0926
 CQ0926;                    North         East    Units  Estimated Accuracy
 CQ0926;SPC LA N     -   221,330.      986,010.      MT  (+/- 180 meters Scaled)
 CQ0926
 CQ0926                          SUPERSEDED SURVEY CONTROL
 CQ0926
 CQ0926  NGVD 29 (??/??/??)   75.216  (m)          246.77   (f) ADJUSTED    2 0
 CQ0926
 CQ0926.Superseded values are not recommended for survey control.
 CQ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0926.See file dsdata.txt to determine how the superseded data were derived.
 CQ0926
 CQ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR329954(NAD 83)
 CQ0926_MARKER: DB = BENCH MARK DISK
 CQ0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0926_STAMPING: G 48 1934
 CQ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0926+STABILITY: SURFACE MOTION
 CQ0926
 CQ0926  HISTORY     - Date     Condition        Report By
 CQ0926  HISTORY     - 1934     MONUMENTED       CGS
 CQ0926  HISTORY     - 1935     GOOD             CGS
 CQ0926  HISTORY     - 1953     MARK NOT FOUND   USGS
 CQ0926
 CQ0926                          STATION DESCRIPTION
 CQ0926
 CQ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0926'2.4 MI S FROM RUSTON.
 CQ0926'2.4 MILES SOUTH OF AND ALONG THE C.R.I. AND P. R.R. 50 YARDS NORTH OF
 CQ0926'MILE POLE 157/5.  50 YARDS SOUTH OF R.R. BRIDGE NO. 157.1.  38 FEET
 CQ0926'S.E. OF CENTER OF TRACK AT A R.R. CROSSING, 15 FEET SOUTH OF CENTER OF
 CQ0926'A DIM ROAD CROSSING, AND 9 FEET WEST OF RIGHT OF WAY FENCE.
 CQ0926
 CQ0926                          STATION RECOVERY (1953)
 CQ0926
 CQ0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 CQ0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1549 ***********************************************************************
 BX1549  DESIGNATION -  G 50
 BX1549  PID         -  BX1549
 BX1549  STATE/COUNTY-  LA/WINN
 BX1549  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1549
 BX1549                         *CURRENT SURVEY CONTROL
 BX1549  ___________________________________________________________________
 BX1549* NAD 83(1986)-  31 58 03.     (N)    092 32 17.     (W)     SCALED    
 BX1549* NAVD 88     -        36.83   (+/-2cm)     120.8    (feet)  VERTCON   
 BX1549  ___________________________________________________________________
 BX1549  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX1549
 BX1549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1549
 BX1549.The horizontal coordinates were scaled from a topographic map and have
 BX1549.an estimated accuracy of +/- 6 seconds.
 BX1549
 BX1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1549.The vertical order pertains to the NGVD 29 superseded value.
 BX1549
 BX1549.The geoid height was determined by GEOID03.
 BX1549
 BX1549;                    North         East    Units  Estimated Accuracy
 BX1549;SPC LA N     -   162,710.      996,400.      MT  (+/- 180 meters Scaled)
 BX1549
 BX1549                          SUPERSEDED SURVEY CONTROL
 BX1549
 BX1549  NGVD 29 (??/??/??)   36.860  (m)          120.93   (f) ADJUSTED    2 0
 BX1549
 BX1549.Superseded values are not recommended for survey control.
 BX1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1549.See file dsdata.txt to determine how the superseded data were derived.
 BX1549
 BX1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR436369(NAD 83)
 BX1549_MARKER: DB = BENCH MARK DISK
 BX1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1549_STAMPING: G 50 1935
 BX1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1549+STABILITY: SURFACE MOTION
 BX1549
 BX1549  HISTORY     - Date     Condition        Report By
 BX1549  HISTORY     - 1935     MONUMENTED       CGS
 BX1549  HISTORY     - 1950     GOOD             CGS
 BX1549
 BX1549                          STATION DESCRIPTION
 BX1549
 BX1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1549'6.5 MI NE FROM WINNFIELD.
 BX1549'6.5 MILES NORTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 BX1549'STATION AT WINNFIELD, 0.3 MILE NORTHEAST OF THE CROSSING OF A GRAVELED
 BX1549'ROAD, 149.0 FEET NORTHEAST OF MILEPOST 42, 29.0 FEET NORTHWEST OF THE
 BX1549'NORTHWEST RAIL OF THE TRACK, 14.5 FEET NORTHEAST OF A TELEPHONE POLE
 BX1549'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BX1549'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1095 ***********************************************************************
 CQ1095  DESIGNATION -  G 57
 CQ1095  PID         -  CQ1095
 CQ1095  STATE/COUNTY-  LA/UNION
 CQ1095  USGS QUAD   -  BERNICE (1985)
 CQ1095
 CQ1095                         *CURRENT SURVEY CONTROL
 CQ1095  ___________________________________________________________________
 CQ1095* NAD 83(1986)-  32 51 30.     (N)    092 39 02.     (W)     SCALED    
 CQ1095* NAVD 88     -        39.174  (meters)     128.52   (feet)  ADJUSTED  
 CQ1095  ___________________________________________________________________
 CQ1095  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1095  DYNAMIC HT  -          39.131 (meters)     128.38  (feet)  COMP
 CQ1095  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 CQ1095
 CQ1095  VERT ORDER  -  SECOND    CLASS 0
 CQ1095
 CQ1095.The horizontal coordinates were scaled from a topographic map and have
 CQ1095.an estimated accuracy of +/- 6 seconds.
 CQ1095
 CQ1095.The orthometric height was determined by differential leveling
 CQ1095.and adjusted by the National Geodetic Survey in June 1991..
 CQ1095
 CQ1095.The geoid height was determined by GEOID03.
 CQ1095
 CQ1095.The dynamic height is computed by dividing the NAVD 88
 CQ1095.geopotential number by the normal gravity value computed on the
 CQ1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1095.degrees latitude (g = 980.6199 gals.).
 CQ1095
 CQ1095.The modeled gravity was interpolated from observed gravity values.
 CQ1095
 CQ1095;                    North         East    Units  Estimated Accuracy
 CQ1095;SPC LA N     -   261,500.      985,910.      MT  (+/- 180 meters Scaled)
 CQ1095
 CQ1095                          SUPERSEDED SURVEY CONTROL
 CQ1095
 CQ1095  NGVD 29 (??/??/??)   39.279  (m)          128.87   (f) ADJUSTED    2 0
 CQ1095
 CQ1095.Superseded values are not recommended for survey control.
 CQ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1095.See file dsdata.txt to determine how the superseded data were derived.
 CQ1095
 CQ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS326356(NAD 83)
 CQ1095_MARKER: DB = BENCH MARK DISK
 CQ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1095_STAMPING: G57 1934
 CQ1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1095+STABILITY: SURFACE MOTION
 CQ1095
 CQ1095  HISTORY     - Date     Condition        Report By
 CQ1095  HISTORY     - 1934     MONUMENTED       CGS
 CQ1095  HISTORY     - 1968     GOOD             LADH
 CQ1095
 CQ1095                          STATION DESCRIPTION
 CQ1095
 CQ1095'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1095'2.1 MI N FROM BERNICE.
 CQ1095'LOCATED 2.1 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1095'IN BERNICE, THENCE EAST ALONG REED STREET FOR 0.5 MILE TO THE RAILROAD
 CQ1095'AT REEDS SAWMILL, THENCE NORTH ALONG THE CHICAGO, ROCK ISLAND AND
 CQ1095'PACIFIC RAILROAD 1,966 FEET FROM THE SAWMILL SIDE TRACK SWITCH TO THE
 CQ1095'MARK ON THE LEFT IN SECTION 26, T22N, R3W.  IT IS 95 FEET NORTHWEST OF
 CQ1095'A RAILROAD TRESTLE BRIDGE, 43 FEET WEST OF THE CENTERLINE OF THE
 CQ1095'RAILROAD, 3 FEET EAST OF AN OLD FENCE AND 1 FOOT EAST OF A STEEL
 CQ1095'WITNESS POST.  IT IS A C AND GS B. M. DISK STAMPED G57 1934 AND SET IN
 CQ1095'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0201 ***********************************************************************
 CQ0201  DESIGNATION -  G 58
 CQ0201  PID         -  CQ0201
 CQ0201  STATE/COUNTY-  LA/UNION
 CQ0201  USGS QUAD   -  FARMERVILLE (1988)
 CQ0201
 CQ0201                         *CURRENT SURVEY CONTROL
 CQ0201  ___________________________________________________________________
 CQ0201* NAD 83(1986)-  32 47 08.     (N)    092 25 23.     (W)     SCALED    
 CQ0201* NAVD 88     -        30.302  (meters)      99.42   (feet)  ADJUSTED  
 CQ0201  ___________________________________________________________________
 CQ0201  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ0201  DYNAMIC HT  -          30.269 (meters)      99.31  (feet)  COMP
 CQ0201  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CQ0201
 CQ0201  VERT ORDER  -  SECOND    CLASS 0
 CQ0201
 CQ0201.The horizontal coordinates were scaled from a topographic map and have
 CQ0201.an estimated accuracy of +/- 6 seconds.
 CQ0201
 CQ0201.The orthometric height was determined by differential leveling
 CQ0201.and adjusted by the National Geodetic Survey in June 1991..
 CQ0201.WARNING-Repeat measurements at this control monument indicate possible
 CQ0201.vertical movement.
 CQ0201
 CQ0201.The geoid height was determined by GEOID03.
 CQ0201
 CQ0201.The dynamic height is computed by dividing the NAVD 88
 CQ0201.geopotential number by the normal gravity value computed on the
 CQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0201.degrees latitude (g = 980.6199 gals.).
 CQ0201
 CQ0201.The modeled gravity was interpolated from observed gravity values.
 CQ0201
 CQ0201;                    North         East    Units  Estimated Accuracy
 CQ0201;SPC LA N     -   253,420.    1,007,210.      MT  (+/- 180 meters Scaled)
 CQ0201
 CQ0201                          SUPERSEDED SURVEY CONTROL
 CQ0201
 CQ0201  NGVD 29 (??/??/??)   30.396  (m)           99.72   (f) ADJUSTED    2 0
 CQ0201
 CQ0201.Superseded values are not recommended for survey control.
 CQ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0201.See file dsdata.txt to determine how the superseded data were derived.
 CQ0201
 CQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS540276(NAD 83)
 CQ0201_MARKER: DB = BENCH MARK DISK
 CQ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0201_STAMPING: G 58 1934
 CQ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0201+STABILITY: SURFACE MOTION
 CQ0201
 CQ0201  HISTORY     - Date     Condition        Report By
 CQ0201  HISTORY     - 1934     MONUMENTED       CGS
 CQ0201  HISTORY     - 1967     GOOD             LADH
 CQ0201  HISTORY     - 1988     GOOD             USPSQD
 CQ0201  HISTORY     - 1990     GOOD             USPSQD
 CQ0201  HISTORY     - 19970211 GOOD             USPSQD
 CQ0201
 CQ0201                          STATION DESCRIPTION
 CQ0201
 CQ0201'DESCRIBED BY LA DEPT OF HIGHWAYS 1967
 CQ0201'1.6 MI W FROM FARMERVILLE.
 CQ0201'LOCATED 0.5 MILE NORTH ALONG STATE ROUTE ALT. 2 AND 15 FROM THE COUNTY
 CQ0201'COURTHOUSE IN FARMERVILLE, THENCE WEST ALONG LA. HIGHWAY 2 FOR 1.1
 CQ0201'MILES, 53 FEET NORTH OF THE NORTHEAST CORNER AND 49 FEET EAST OF THE
 CQ0201'NORTHWEST CORNER OF THE BAUGHMAN CEMETERY 108 FEET EAST OF THE
 CQ0201'SOUTHEAST CORNER OF THE SOUTH HEADWALL OF 18 INCH PIPE.  A BENCH MARK
 CQ0201'DISK SET IN CONCRETE PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 CQ0201'GROUND AND STAMPED G 58 1934.
 CQ0201
 CQ0201                          STATION RECOVERY (1988)
 CQ0201
 CQ0201'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBH)
 CQ0201'RECOVERED IN GOOD CONDITION.
 CQ0201
 CQ0201                          STATION RECOVERY (1990)
 CQ0201
 CQ0201'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRF)
 CQ0201'RECOVERED IN GOOD CONDITION.
 CQ0201
 CQ0201                          STATION RECOVERY (1997)
 CQ0201
 CQ0201'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0072 ***********************************************************************
 BX0072  DESIGNATION -  G 59 RESET 1965
 BX0072  PID         -  BX0072
 BX0072  STATE/COUNTY-  LA/LA SALLE
 BX0072  USGS QUAD   -  TULLOS (1984)
 BX0072
 BX0072                         *CURRENT SURVEY CONTROL
 BX0072  ___________________________________________________________________
 BX0072* NAD 83(1986)-  31 48 22.     (N)    092 20 52.     (W)     SCALED    
 BX0072* NAVD 88     -        24.30   (+/-2cm)      79.7    (feet)  VERTCON   
 BX0072  ___________________________________________________________________
 BX0072  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0072
 BX0072  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0072
 BX0072.The horizontal coordinates were scaled from a topographic map and have
 BX0072.an estimated accuracy of +/- 6 seconds.
 BX0072
 BX0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0072.The vertical order pertains to the NGVD 29 superseded value.
 BX0072
 BX0072.The geoid height was determined by GEOID03.
 BX0072
 BX0072;                    North         East    Units  Estimated Accuracy
 BX0072;SPC LA N     -   144,830.    1,014,410.      MT  (+/- 180 meters Scaled)
 BX0072
 BX0072                          SUPERSEDED SURVEY CONTROL
 BX0072
 BX0072  NGVD 29 (??/??/??)   24.311  (m)           79.76   (f) ADJUSTED    1 2
 BX0072
 BX0072.Superseded values are not recommended for survey control.
 BX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0072.See file dsdata.txt to determine how the superseded data were derived.
 BX0072
 BX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR617191(NAD 83)
 BX0072_MARKER: DB = BENCH MARK DISK
 BX0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0072_STAMPING: G 59 RESET 1965 1935
 BX0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0072+STABILITY: SURFACE MOTION
 BX0072
 BX0072  HISTORY     - Date     Condition        Report By
 BX0072  HISTORY     - 1965     MONUMENTED       CGS
 BX0072
 BX0072                          STATION DESCRIPTION
 BX0072
 BX0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0072'1.6 MI SW FROM TULLOS.
 BX0072'ABOUT 1.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0072'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 34, T 10 N, R 1 E, ABOUT IN
 BX0072'LINE WITH A ROW OF TELEPHONE POLES, 67 FEET NORTHWEST OF THE FIRST
 BX0072'TELEPHONE POLE SOUTHWEST OF MILEPOST 558 40 FEET SOUTHEAST OF THE
 BX0072'SOUTHEAST RAIL, 58 1/2 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 BX0072'FENCE, 52 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM A BATTERY BOX,
 BX0072'ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 BX0072'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0043 ***********************************************************************
 BK0043  DESIGNATION -  G 60
 BK0043  PID         -  BK0043
 BK0043  STATE/COUNTY-  LA/ST LANDRY
 BK0043  USGS QUAD   -  EUNICE NORTH (1983)
 BK0043
 BK0043                         *CURRENT SURVEY CONTROL
 BK0043  ___________________________________________________________________
 BK0043* NAD 83(1986)-  30 31 10.     (N)    092 23 28.     (W)     SCALED    
 BK0043* NAVD 88     -        16.29   (+/-2cm)      53.4    (feet)  VERTCON   
 BK0043  ___________________________________________________________________
 BK0043  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0043
 BK0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0043
 BK0043.The horizontal coordinates were scaled from a topographic map and have
 BK0043.an estimated accuracy of +/- 6 seconds.
 BK0043
 BK0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0043.The vertical order pertains to the NGVD 29 superseded value.
 BK0043
 BK0043.The geoid height was determined by GEOID03.
 BK0043
 BK0043;                    North         East    Units  Estimated Accuracy
 BK0043;SPC LA S     -   224,320.      898,480.      MT  (+/- 180 meters Scaled)
 BK0043
 BK0043                          SUPERSEDED SURVEY CONTROL
 BK0043
 BK0043  NGVD 29 (??/??/??)   16.255  (m)           53.33   (f) ADJUSTED    2 0
 BK0043
 BK0043.Superseded values are not recommended for survey control.
 BK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0043.See file dsdata.txt to determine how the superseded data were derived.
 BK0043
 BK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP584765(NAD 83)
 BK0043_MARKER: DB = BENCH MARK DISK
 BK0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0043_STAMPING: G 60 1935
 BK0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0043+STABILITY: SURFACE MOTION
 BK0043
 BK0043  HISTORY     - Date     Condition        Report By
 BK0043  HISTORY     - 1935     MONUMENTED       CGS
 BK0043  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0043
 BK0043                          STATION DESCRIPTION
 BK0043
 BK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0043'2.0 MI N FROM EUNICE.
 BK0043'2.0 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY (NOW ABANDONED)
 BK0043'FROM EUNICE, SAINT LANDRY PARISH, 56 YARDS SOUTHWEST OF MILEPOST 34,
 BK0043'72 YARDS SOUTH OF A FARMHOUSE, 45 FEET WEST OF THE CENTERLINE OF THE
 BK0043'TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED G 60 1935 AND
 BK0043'SET IN THE TOP OF A CONCRETE POST.
 BK0043
 BK0043                          STATION RECOVERY (1980)
 BK0043
 BK0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0953 ***********************************************************************
 BX0953  DESIGNATION -  G 68
 BX0953  PID         -  BX0953
 BX0953  STATE/COUNTY-  LA/RAPIDES
 BX0953  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0953
 BX0953                         *CURRENT SURVEY CONTROL
 BX0953  ___________________________________________________________________
 BX0953* NAD 83(1986)-  31 12 56.     (N)    092 25 36.     (W)     SCALED    
 BX0953* NAVD 88     -        24.07   (+/-2cm)      79.0    (feet)  VERTCON   
 BX0953  ___________________________________________________________________
 BX0953  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BX0953
 BX0953  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0953
 BX0953.The horizontal coordinates were scaled from a topographic map and have
 BX0953.an estimated accuracy of +/- 6 seconds.
 BX0953
 BX0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0953.The vertical order pertains to the NGVD 29 superseded value.
 BX0953
 BX0953.The geoid height was determined by GEOID03.
 BX0953
 BX0953;                    North         East    Units  Estimated Accuracy
 BX0953;SPC LA N     -    79,340.    1,006,990.      MT  (+/- 180 meters Scaled)
 BX0953
 BX0953                          SUPERSEDED SURVEY CONTROL
 BX0953
 BX0953  NGVD 29 (??/??/??)   24.049  (m)           78.90   (f) ADJUSTED    2 0
 BX0953
 BX0953.Superseded values are not recommended for survey control.
 BX0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0953.See file dsdata.txt to determine how the superseded data were derived.
 BX0953
 BX0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ546536(NAD 83)
 BX0953_MARKER: DB = BENCH MARK DISK
 BX0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0953_STAMPING: G 68 1934
 BX0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0953+STABILITY: SURFACE MOTION
 BX0953
 BX0953  HISTORY     - Date     Condition        Report By
 BX0953  HISTORY     - 1934     MONUMENTED       CGS
 BX0953  HISTORY     - 1960     GOOD             CGS
 BX0953  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0953  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0953
 BX0953                          STATION DESCRIPTION
 BX0953
 BX0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0953'6.2 MILES NW FROM LAMORIE.
 BX0953'LOCATED 6.2 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BX0953'LARMORIE OR 7 MILES SOUTHEAST OF THE RAILROAD STATION AT ALEXANDRIA,
 BX0953'53 FEET SOUTH OF FIRST POLE SOUTH OF MILEPOST 188, 33 FEET WEST OF THE
 BX0953'WEST RAIL OF THE TRACKS, 70 FEET NORTHWEST OF THE CENTER OF THE ROAD
 BX0953'CROSSING, 53.5 FEET SOUTHWEST OF AN ELECTRIC SWITCH BOX, 3.5 FEET WEST
 BX0953'OF A ROW OF POLES, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 87.5
 BX0953'FEET EAST OF A LONE PECAN TREE IN THE FIELD, AND 43 FEET NORTH OF THE
 BX0953'NORTHEND OF A GATE.  IT IS A STANDARD DISK, SET IN THE TOP OF A
 BX0953'CONCRETE POST PROJECTING 4 INCHES AND ABOUT 3 FEET LOWER THAN THE
 BX0953'TRACKS.
 BX0953
 BX0953                          STATION RECOVERY (1966)
 BX0953
 BX0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0953'MARK NOT FOUND.
 BX0953
 BX0953                          STATION RECOVERY (1999)
 BX0953
 BX0953'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0054 ***********************************************************************
 BK0054  DESIGNATION -  G 69
 BK0054  PID         -  BK0054
 BK0054  STATE/COUNTY-  LA/ST LANDRY
 BK0054  USGS QUAD   -  MORROW (1972)
 BK0054
 BK0054                         *CURRENT SURVEY CONTROL
 BK0054  ___________________________________________________________________
 BK0054* NAD 83(1986)-  30 46 10.     (N)    092 01 22.     (W)     SCALED    
 BK0054* NAVD 88     -        10.94   (+/-2cm)      35.9    (feet)  VERTCON   
 BK0054  ___________________________________________________________________
 BK0054  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK0054
 BK0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0054
 BK0054.The horizontal coordinates were scaled from a topographic map and have
 BK0054.an estimated accuracy of +/- 6 seconds.
 BK0054
 BK0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0054.The vertical order pertains to the NGVD 29 superseded value.
 BK0054
 BK0054.The geoid height was determined by GEOID03.
 BK0054
 BK0054;                    North         East    Units  Estimated Accuracy
 BK0054;SPC LA S     -   251,760.      934,000.      MT  (+/- 180 meters Scaled)
 BK0054
 BK0054                          SUPERSEDED SURVEY CONTROL
 BK0054
 BK0054  NGVD 29 (??/??/??)   10.917  (m)           35.82   (f) ADJUSTED    2 0
 BK0054
 BK0054.Superseded values are not recommended for survey control.
 BK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0054.See file dsdata.txt to determine how the superseded data were derived.
 BK0054
 BK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ935044(NAD 83)
 BK0054_MARKER: DB = BENCH MARK DISK
 BK0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0054_STAMPING: G 69 1935
 BK0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0054+STABILITY: SURFACE MOTION
 BK0054
 BK0054  HISTORY     - Date     Condition        Report By
 BK0054  HISTORY     - 1935     MONUMENTED       CGS
 BK0054  HISTORY     - 1960     MARK NOT FOUND   CGS
 BK0054  HISTORY     - 1966     MARK NOT FOUND   USGS
 BK0054
 BK0054                          STATION DESCRIPTION
 BK0054
 BK0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BK0054'4.2 MI NW FROM LEBEAU.
 BK0054'LOCATED 4.2 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BK0054'LEBEAU, SAINT LANDRY PARISH, ABOUT 135 YARDS NORTH OF MILEPOST 147, AT
 BK0054'AN OLD ROAD CROSSING, ABOUT 10 YARDS SOUTH OF THE CENTERLINE OF THE
 BK0054'ROAD, AND ABOUT 16 YARDS WEST OF THE CENTER OF THE TRACK.  IT IS A
 BK0054'STANDARD DISK, STAMPED G 69 1935, SET IN THE TOP OF A CONCRETE POST.
 BK0054
 BK0054                          STATION RECOVERY (1966)
 BK0054
 BK0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BK0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1884 ***********************************************************************
 BJ1884  DESIGNATION -  G 76
 BJ1884  PID         -  BJ1884
 BJ1884  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1884  USGS QUAD   -  JACKSON (1994)
 BJ1884
 BJ1884                         *CURRENT SURVEY CONTROL
 BJ1884  ___________________________________________________________________
 BJ1884* NAD 83(1986)-  30 50 03.     (N)    091 08 08.     (W)     SCALED    
 BJ1884* NAVD 88     -        56.71   (+/-2cm)     186.1    (feet)  VERTCON   
 BJ1884  ___________________________________________________________________
 BJ1884  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ1884
 BJ1884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1884
 BJ1884.The horizontal coordinates were scaled from a topographic map and have
 BJ1884.an estimated accuracy of +/- 6 seconds.
 BJ1884
 BJ1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1884.The vertical order pertains to the NGVD 29 superseded value.
 BJ1884
 BJ1884.The geoid height was determined by GEOID03.
 BJ1884
 BJ1884;                    North         East    Units  Estimated Accuracy
 BJ1884;SPC LA S     -   258,750.    1,018,920.      MT  (+/- 180 meters Scaled)
 BJ1884
 BJ1884                          SUPERSEDED SURVEY CONTROL
 BJ1884
 BJ1884  NGVD 29 (??/??/??)   56.658  (m)          185.89   (f) ADJUSTED    2 0
 BJ1884
 BJ1884.Superseded values are not recommended for survey control.
 BJ1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1884.See file dsdata.txt to determine how the superseded data were derived.
 BJ1884
 BJ1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ783127(NAD 83)
 BJ1884_MARKER: DB = BENCH MARK DISK
 BJ1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1884_STAMPING: G 76 1935
 BJ1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1884+STABILITY: SURFACE MOTION
 BJ1884
 BJ1884  HISTORY     - Date     Condition        Report By
 BJ1884  HISTORY     - 1935     MONUMENTED       CGS
 BJ1884  HISTORY     - 1954     GOOD             CGS
 BJ1884  HISTORY     - 1965     MARK NOT FOUND   USGS
 BJ1884
 BJ1884                          STATION DESCRIPTION
 BJ1884
 BJ1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1884'3.1 MI N FROM ETHEL.
 BJ1884'3.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 BJ1884'IN ETHEL, AT STATION MCMANUS, 163 FEET NORTHWEST OF THE NORTHWEST
 BJ1884'CORNER OF THE STATION, 194 PACED SOUTH OF THE CENTER OF AN OVERPASS ON
 BJ1884'THE HIGHWAY, 3 FEET EAST OF A TELEGRAPH POLE, 46 FEET WEST OF THE WEST
 BJ1884'RAIL OF THE MAIN TRACKS, 23 FEET EAST OF THE EAST RAIL OF THE EASTERLY
 BJ1884'ONE OF TWO SIDE TRACKS AND 9.5 FEET WEST OF THE WEST RAIL OF THE
 BJ1884'MIDDLE SIDE TRACK.  A STANDARD DISK, STAMPED G 76 1935 AND SET IN THE
 BJ1884'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND LEVEL WITH THE TRACKS.
 BJ1884
 BJ1884                          STATION RECOVERY (1965)
 BJ1884
 BJ1884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1281 ***********************************************************************
 BJ1281  DESIGNATION -  G 80
 BJ1281  PID         -  BJ1281
 BJ1281  STATE/COUNTY-  LA/WASHINGTON
 BJ1281  USGS QUAD   -  SHERIDAN (1983)
 BJ1281
 BJ1281                         *CURRENT SURVEY CONTROL
 BJ1281  ___________________________________________________________________
 BJ1281* NAD 83(1986)-  30 46 25.     (N)    090 06 48.     (W)     SCALED    
 BJ1281* NAVD 88     -        40.03   (+/-2cm)     131.3    (feet)  VERTCON   
 BJ1281  ___________________________________________________________________
 BJ1281  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BJ1281
 BJ1281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1281
 BJ1281.The horizontal coordinates were scaled from a topographic map and have
 BJ1281.an estimated accuracy of +/- 6 seconds.
 BJ1281
 BJ1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1281.The vertical order pertains to the NGVD 29 superseded value.
 BJ1281
 BJ1281.The geoid height was determined by GEOID03.
 BJ1281
 BJ1281;                    North         East    Units  Estimated Accuracy
 BJ1281;SPC LA S     -   252,650.    1,116,790.      MT  (+/- 180 meters Scaled)
 BJ1281
 BJ1281                          SUPERSEDED SURVEY CONTROL
 BJ1281
 BJ1281  NGVD 29 (??/??/??)   40.123  (m)          131.64   (f) ADJUSTED    2 0
 BJ1281
 BJ1281.Superseded values are not recommended for survey control.
 BJ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1281.See file dsdata.txt to determine how the superseded data were derived.
 BJ1281
 BJ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ762080(NAD 83)
 BJ1281_MARKER: DB = BENCH MARK DISK
 BJ1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1281_STAMPING: G 80 1935 132
 BJ1281_MARK LOGO: CGS   
 BJ1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1281+STABILITY: SURFACE MOTION
 BJ1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1281+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1995
 BJ1281
 BJ1281  HISTORY     - Date     Condition        Report By
 BJ1281  HISTORY     - 1935     MONUMENTED       CGS
 BJ1281  HISTORY     - 1955     GOOD             CGS
 BJ1281  HISTORY     - 19950227 GOOD             LADTD
 BJ1281
 BJ1281                          STATION DESCRIPTION
 BJ1281
 BJ1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1281'5.6 MI SE FROM FRANKLINTON.
 BJ1281'LOCATED 5.6 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BJ1281'FROM THE STATION AT FRANKLINTON, AT PINE CLIFF, IN THE SOUTHEAST ANGLE
 BJ1281'OF A ROAD CROSSING.  IT IS 89 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 38
 BJ1281'FEET SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD, 6 FEET SOUTHEAST OF
 BJ1281'AN 18-INCH TREE, 48 FEET SOUTH OF A RAILROAD STOP SIGN AND 27 FEET
 BJ1281'NORTHEAST OF A DIM ROAD PARALLELING THE TRACK.  IT IS A STANDARD DISK
 BJ1281'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES AND ABOUT LEVEL
 BJ1281'WITH THE TRACK.  NOTE-- THE RAILROAD STATION AT PINE CLIFF HAS BEEN
 BJ1281'REMOVED.
 BJ1281
 BJ1281                          STATION RECOVERY (1995)
 BJ1281
 BJ1281'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BJ1281'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTHWEST OF ENON, 6.6 MI
 BJ1281'(10.6 KM) SOUTH-SOUTHEAST OF FRANKLINTON AND 12.0 MI (19.3 KM) WEST OF
 BJ1281'BOGALUSA.  OWNERSHIP--CAVENHAM. TO REACH THE STATION FROM THE
 BJ1281'COURTHOUSE IN FRANKLINTON, GO SOUTH FOR 6.6 MI (10.6 KM) ON STATE
 BJ1281'HIGHWAY 16 TO THE JUNCTION WITH FUSSELL ROAD, TURN LEFT AND GO EAST
 BJ1281'FOR 0.45 MI (0.72 KM) ON FUSSELL ROAD TO WHERE THE PAVEMENT ENDS,
 BJ1281'CONTINUE EAST FOR 1.0 MI (1.6 KM) ON A DIRT RAOD TO THE STATION SET ON
 BJ1281'THE RIGHT, JUST BEFORE A HUNTING CLUB GATE ACROSS THE ROAD AT THE
 BJ1281'ABANDONED RAILRAOD. THE STATION IS 75.0 FT (22.9 M) SOUTH-SOUTHWEST
 BJ1281'FROM THE SOUTH GATE POST, 38.0 FT (11.6 M) SOUTHEAST FROM THE CENTER
 BJ1281'OF THE DIRT ROAD, 34.5 FT (10.5 M) SOUTH-SOUTHWEST FROM POWER POLE
 BJ1281'NUMBER 2 55 SPC 41972, 1.0 FT (0.3 M) SOUTHWEST FROM A METAL WITNESS
 BJ1281'POST WITH SIGN ATTACHED, PROJECTING 6 INCHES ABOVE THE GROUND SURFACE
 BJ1281'AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0710 ***********************************************************************
 BJ0710  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0710  DESIGNATION -  G 95
 BJ0710  PID         -  BJ0710
 BJ0710  STATE/COUNTY-  LA/ST CHARLES
 BJ0710  USGS QUAD   -  LAPLACE (1992)
 BJ0710
 BJ0710                         *CURRENT SURVEY CONTROL
 BJ0710  ___________________________________________________________________
 BJ0710* NAD 83(1992)-  30 00 02.35269(N)    090 25 44.92714(W)     ADJUSTED  
 BJ0710* NAVD 88     -         8.27 **(meters)      27.1  **(feet)  LEVELING(2004.65)
 BJ0710  **This station is located in a subsidence area (see below).
 BJ0710  **This station is included in the VTDP model (see below).
 BJ0710  ___________________________________________________________________
 BJ0710  EPOCH DATE  -        2004.65
 BJ0710  X           -     -41,405.968 (meters)                     COMP
 BJ0710  Y           -  -5,528,049.814 (meters)                     COMP
 BJ0710  Z           -   3,170,427.504 (meters)                     COMP
 BJ0710  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ0710  ELLIP HEIGHT-         -17.94  (meters)          (06/22/05) GPS OBS
 BJ0710  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ0710  DYNAMIC HT  -           8.26  (meters)      27.1   (feet)  COMP
 BJ0710  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 BJ0710
 BJ0710  HORZ ORDER  -  B
 BJ0710  VERT ORDER  -  THIRD
 BJ0710  ELLP ORDER  -  FOURTH    CLASS I
 BJ0710
 BJ0710.The horizontal coordinates were established by GPS observations
 BJ0710.and adjusted by the National Geodetic Survey in June 2005..
 BJ0710.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0710.The epoch date for horizontal control is a decimal equivalence
 BJ0710.of Year/Month/Day.
 BJ0710
 BJ0710 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0710 ** and geoid heights are valid at the date of observation. These heights
 BJ0710 ** must always be validated when used as control.
 BJ0710 ** The orthometric height was determined with a Vertical Time-dependent
 BJ0710 ** Positioning (VTDP) model and has been validated through GPS observations
 BJ0710 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BJ0710 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0710 ** epoch indicated which incorporates improved geoid heights for the
 BJ0710 ** Southern Louisiana Subsidence area
 BJ0710 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0710.The orthometric height was determined by differential leveling.
 BJ0710.The vertical network tie was performed by a horz. field party for horz.
 BJ0710.obs reductions. Reset procedures were used to establish the elevation.
 BJ0710
 BJ0710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0710
 BJ0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0710
 BJ0710.The ellipsoidal height was determined by GPS observations
 BJ0710.and is referenced to NAD 83.
 BJ0710
 BJ0710.The geoid height was determined by GEOID03.
 BJ0710
 BJ0710.The dynamic height is computed by dividing the NAVD 88
 BJ0710.geopotential number by the normal gravity value computed on the
 BJ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0710.degrees latitude (g = 980.6199 gals.).
 BJ0710
 BJ0710.The modeled gravity was interpolated from observed gravity values.
 BJ0710
 BJ0710;                    North         East     Units Scale Factor Converg.
 BJ0710;SPC LA S     -   166,683.022 1,087,233.676   MT  0.99992574   +0 27 07.6
 BJ0710;SPC LA S     -   546,859.21  3,567,032.49   sFT  0.99992574   +0 27 07.6
 BJ0710;UTM  15      - 3,321,640.858   747,993.162   MT  1.00035884   +1 17 10.0
 BJ0710
 BJ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0710!SPC LA S     -   1.00000282  x   0.99992574  =   0.99992856
 BJ0710!UTM  15      -   1.00000282  x   1.00035884  =   1.00036166
 BJ0710
 BJ0710                          SUPERSEDED SURVEY CONTROL
 BJ0710
 BJ0710  NAVD 88 (02/14/94)    8.483  (m)           27.83   (f) READJUSTED  3  
 BJ0710  NGVD 29 (??/??/??)    8.578  (m)           28.14   (f) ADJUSTED    1 1
 BJ0710
 BJ0710.Superseded values are not recommended for survey control.
 BJ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0710.See file dsdata.txt to determine how the superseded data were derived.
 BJ0710
 BJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4799321641(NAD 83)
 BJ0710_MARKER: DB = BENCH MARK DISK
 BJ0710_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0710_SP_SET: LARGE WEIR ABUTMENT
 BJ0710_STAMPING: G 95 1938
 BJ0710_MARK LOGO: CGS   
 BJ0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0710+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 BJ0710
 BJ0710  HISTORY     - Date     Condition        Report By
 BJ0710  HISTORY     - 1938     MONUMENTED       CGS
 BJ0710  HISTORY     - 1963     GOOD             CGS
 BJ0710  HISTORY     - 1977     GOOD             NGS
 BJ0710  HISTORY     - 1985     GOOD             LOCSUR
 BJ0710  HISTORY     - 1986     GOOD             NGS
 BJ0710  HISTORY     - 20010307 GOOD             JCLS
 BJ0710  HISTORY     - 20040414 GOOD             JCLS
 BJ0710  HISTORY     - 20040414 GOOD             JCLS
 BJ0710  HISTORY     - 20040421 GOOD             NGS
 BJ0710  HISTORY     - 20051011 GOOD             NGS
 BJ0710
 BJ0710                          STATION DESCRIPTION
 BJ0710
 BJ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BJ0710'1.1 MI W FROM NORCO.
 BJ0710'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 48 FROM THE JUNCTION OF GOOD
 BJ0710'HOPE STREET AT NORCO, SET ON THE TOP OF THE EAST CONCRETE ABUTMENT OF
 BJ0710'THE SPILLWAY WEIR FOR THE BONNET CARRE SPILLWAY, BETWEEN TWO TRACKS,
 BJ0710'3.4 FEET NORTH OF THE NORTH RAIL OF THE SOUTH TRACK, 2 1/2 FEET
 BJ0710'SOUTHWEST OF BENCH MARK PMB LOWER ABUTMENT DESCRIBED, AND ABOUT
 BJ0710'1/2-FOOT BELOW THE LEVEL OF THE TRACK.
 BJ0710
 BJ0710                          STATION RECOVERY (1977)
 BJ0710
 BJ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0710'1.15 MILES WEST ALONG RIVER ROAD FROM ITS JUNCTION WITH GOOD HOPE
 BJ0710'STREET IN NORCO, AT THE EAST END OF THE BONNET CARRE SPILLWAY, INSIDE
 BJ0710'THE GATE SET IN THE TOP OF THE EAST ABUTMENT BETWEEN THE TWO TRACKS.
 BJ0710
 BJ0710                          STATION RECOVERY (1985)
 BJ0710
 BJ0710'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 BJ0710'RECOVERED IN GOOD CONDITION.
 BJ0710
 BJ0710                          STATION RECOVERY (1986)
 BJ0710
 BJ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0710'RECOVERED IN GOOD CONDITION.
 BJ0710
 BJ0710                          STATION RECOVERY (2001)
 BJ0710
 BJ0710'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BJ0710'RECOVERED IN GOOD CONDITION.
 BJ0710
 BJ0710                          STATION RECOVERY (2004)
 BJ0710
 BJ0710'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 BJ0710'RECOVERED IN GOOD CONDITION.
 BJ0710
 BJ0710                          STATION RECOVERY (2004)
 BJ0710
 BJ0710'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 BJ0710'RECOVERED IN GOOD CONDITION.
 BJ0710
 BJ0710                          STATION RECOVERY (2004)
 BJ0710
 BJ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BJ0710'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF NORCO AT THE EAST END OF
 BJ0710'THE BONNET CARRE  SPILLWAY WEIR.  OWNERSHIP--THE US ARMY CORPS OF
 BJ0710'ENGINEERS.  PHONE NUMBER IS (985) 264-7484.
 BJ0710' 
 BJ0710'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 61 AND STATE
 BJ0710'HIGHWAY 48 IN NORCO GO  SOUTH FOR 1.3 MI ON THE STATE HIGHWAY TO THE
 BJ0710'INTERSECTION OF PARISH HIGHWAY 12, TURN RIGHT AND  GO WESTERLY ON THE
 BJ0710'PARISH HIGHWAY FOR 1.0 MI TO THE BONNET CARRE SPILLWAY WEIR ON THE
 BJ0710'LEFT AND  THE STATION ON THE LEFT SET IN TOP OF AN NEAR THE CENTER OF
 BJ0710'THE EAST CONCRETE ABUTMENT OF THE  WEIR.
 BJ0710' 
 BJ0710'THE STATION IS LOCATED 32.6 M WEST OF THE CENTER OF THE HIGHWAY, 4.0 M
 BJ0710'NORTH FROM THE SOUTH END  OF THE ABUTMENT, 2.4 M SOUTHWEST OF A
 BJ0710'DEPARTMENT OF INTERIOR HISTORICAL MARKER, 0.8 M  SOUTH-SOUTHEAST OF
 BJ0710'THE CENTER ONE OF THREE GATE POSTS, 0.2 M EAST FROM A LARGE METAL
 BJ0710'GATE,  AND 0.1 M BELOW THE LEVEL OF THE CONCRETE DRIVE LEADING TO THE
 BJ0710'WEIR.  NOTE--A KEY TO THE  LARGE METAL GATE NEXT TO STATION CAN BE
 BJ0710'AQUIRED FROM THE USCE OFFICE LOCATED ACROSS THE  STREET FROM THE
 BJ0710'STATION, THE GATE SHOULD BE COMPLETLY OPENED DURING DATA COLLECTION TO
 BJ0710'MINIMIZE GPS SIGNAL MULTIPATH.
 BJ0710
 BJ0710                          STATION RECOVERY (2005)
 BJ0710
 BJ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 BJ0710'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1280 ***********************************************************************
 BX1280  DESIGNATION -  G 97
 BX1280  PID         -  BX1280
 BX1280  STATE/COUNTY-  LA/NATCHITOCHES
 BX1280  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1280
 BX1280                         *CURRENT SURVEY CONTROL
 BX1280  ___________________________________________________________________
 BX1280* NAD 83(1986)-  31 32 55.     (N)    092 57 55.     (W)     SCALED    
 BX1280* NAVD 88     -        31.16   (+/-2cm)     102.2    (feet)  VERTCON   
 BX1280  ___________________________________________________________________
 BX1280  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1280
 BX1280  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1280
 BX1280.The horizontal coordinates were scaled from a topographic map and have
 BX1280.an estimated accuracy of +/- 6 seconds.
 BX1280
 BX1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1280.The vertical order pertains to the NGVD 29 superseded value.
 BX1280
 BX1280.The geoid height was determined by GEOID03.
 BX1280
 BX1280;                    North         East    Units  Estimated Accuracy
 BX1280;SPC LA N     -   116,360.      955,820.      MT  (+/- 180 meters Scaled)
 BX1280
 BX1280                          SUPERSEDED SURVEY CONTROL
 BX1280
 BX1280  NGVD 29 (??/??/??)   31.194  (m)          102.34   (f) ADJUSTED    1 2
 BX1280
 BX1280.Superseded values are not recommended for survey control.
 BX1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1280.See file dsdata.txt to determine how the superseded data were derived.
 BX1280
 BX1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ032904(NAD 83)
 BX1280_MARKER: DB = BENCH MARK DISK
 BX1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1280_STAMPING: G-97 1938
 BX1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1280+STABILITY: SURFACE MOTION
 BX1280
 BX1280  HISTORY     - Date     Condition        Report By
 BX1280  HISTORY     - 1938     MONUMENTED       CGS
 BX1280  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1280  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1280
 BX1280                          STATION DESCRIPTION
 BX1280
 BX1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1280'1.5 MI W FROM DERRY.
 BX1280'5 FEET EAST OF MILE POST NO. 230.  45 FEET NORTH OF THE CENTER LINE OF
 BX1280'THE T. AND P. R. R. MAIN LINE.
 BX1280
 BX1280                          STATION RECOVERY (1980)
 BX1280
 BX1280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1280'AT EDGE OF ROAD EMBANKMENT.
 BX1280
 BX1280                          STATION RECOVERY (2001)
 BX1280
 BX1280'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2841 ***********************************************************************
 CP2841  DESIGNATION -  GAGE
 CP2841  PID         -  CP2841
 CP2841  STATE/COUNTY-  LA/EAST CARROLL
 CP2841  USGS QUAD   -  MILLIKIN (1994)
 CP2841
 CP2841                         *CURRENT SURVEY CONTROL
 CP2841  ___________________________________________________________________
 CP2841* NAD 83(1992)-  32 56 39.15823(N)    091 12 34.17006(W)     ADJUSTED  
 CP2841* NAVD 88     -        36.87   (+/-2cm)     121.0    (feet)  VERTCON   
 CP2841  ___________________________________________________________________
 CP2841  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CP2841  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP2841
 CP2841  HORZ ORDER  -  FIRST
 CP2841  VERT ORDER  -  THIRD ? (See Below)
 CP2841
 CP2841.The horizontal coordinates were established by classical geodetic methods
 CP2841.and adjusted by the National Geodetic Survey in May 1994..
 CP2841
 CP2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2841.The vertical order pertains to the NGVD 29 superseded value.
 CP2841
 CP2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2841
 CP2841.The geoid height was determined by GEOID03.
 CP2841
 CP2841;                    North         East     Units Scale Factor Converg.
 CP2841;SPC LA N     -   271,736.495 1,120,684.202   MT  1.00007507   +0 40 56.3
 CP2841;SPC LA N     -   891,522.15  3,676,778.09   sFT  1.00007507   +0 40 56.3
 CP2841;SPC MS W     -   382,193.087   618,071.475   MT  1.00003273   -0 28 35.4
 CP2841;SPC MS W     - 1,253,911.82  2,027,789.50   sFT  1.00003273   -0 28 35.4
 CP2841;SPC AR S     -   431,069.878   473,928.504   MT  1.00009789   +0 26 32.8
 CP2841;SPC AR S     - 1,414,268.42  1,554,880.43   sFT  1.00009789   +0 26 32.8
 CP2841;UTM  15      - 3,646,524.699   667,378.231   MT  0.99994544   +0 58 26.2
 CP2841
 CP2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2841!SPC LA N     -   0.99999833  x   1.00007507  =   1.00007340
 CP2841!SPC MS W     -   0.99999833  x   1.00003273  =   1.00003106
 CP2841!SPC AR S     -   0.99999833  x   1.00009789  =   1.00009622
 CP2841!UTM  15      -   0.99999833  x   0.99994544  =   0.99994377
 CP2841
 CP2841|---------------------------------------------------------------------|
 CP2841| PID    Reference Object                     Distance      Geod. Az  |
 CP2841|                                                           dddmmss.s |
 CP2841| CY3615 GAGE RM 5                            27.350 METERS 21825     |
 CP2841| CY3613 GAGE RM 3                            27.347 METERS 21827     |
 CP2841| CP1106 GAGE RM 1                                          2200304.2 |
 CP2841| CP1101 GAGE 89 CAP                         390.330 METERS 22324     |
 CP2841| CP1107 GAGE RM 2                            78.630 METERS 28603     |
 CP2841| CP2879 KILBOURNE TRKLINE GAS RAD MAST      APPROX. 9.2 KM 2934953.7 |
 CP2841| CY3612 GAGE AZ MK                                         3073142.3 |
 CP2841| CY3614 GAGE RM 4                            28.456 METERS 33022     |
 CP2841| DK2061 EUDORA PIONEER GRAIN INC ELEV       APPROX.18.5 KM 3443606.7 |
 CP2841| DK2062 EUDORA MUNICIPAL TANK               APPROX.19.2 KM 3451927.5 |
 CP2841| DK2063 EUDORA FED COMPRESS CO S TK         APPROX.20.1 KM 3455402.6 |
 CP2841| DK2060 EUDORA FED COMPRESS CO N TK         APPROX.20.4 KM 3455729.5 |
 CP2841|---------------------------------------------------------------------|
 CP2841
 CP2841                          SUPERSEDED SURVEY CONTROL
 CP2841
 CP2841  NAD 83(1992)-  32 56 39.16166(N)    091 12 34.16889(W) AD(       ) 1
 CP2841  NAD 83(1986)-  32 56 39.17083(N)    091 12 34.16278(W) AD(       ) 1
 CP2841  NAD 27      -  32 56 38.71800(N)    091 12 33.76400(W) AD(       ) 1
 CP2841  NGVD 29 (07/19/86)   36.94   (m)          121.2    (f) LEVELING    3  
 CP2841
 CP2841.Superseded values are not recommended for survey control.
 CP2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2841.See file dsdata.txt to determine how the superseded data were derived.
 CP2841
 CP2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6737846525(NAD 83)
 CP2841_MARKER: DS = TRIANGULATION STATION DISK
 CP2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2841
 CP2841  HISTORY     - Date     Condition        Report By
 CP2841  HISTORY     - 1929     MONUMENTED       CGS
 CP2841  HISTORY     - 1935     GOOD             CGS
 CP2841  HISTORY     - 1936     GOOD             LAGS
 CP2841  HISTORY     - 1937     GOOD             USE
 CP2841  HISTORY     - 1958     GOOD             CGS
 CP2841  HISTORY     - 1967     GOOD             CGS
 CP2841  HISTORY     - 1970     GOOD             NGS
 CP2841
 CP2841                          STATION DESCRIPTION
 CP2841
 CP2841'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2841'STATION IS ABOUT 16 MILES BY ROAD SE OF EUDORA, 1.6 MILES
 CP2841'SE OF MILLIKIN, ON THE LEVEE BANQUETTE 1/4 MILE NE OF TURN
 CP2841'IN U.S. HIGHWAY 65 WHERE DIRT ROAD GOES NE ACROSS LEVEE, NE OF
 CP2841'SMALL STORE, WHICH IS 100 YARDS S OF THE TURN, 1/2 MILE SW
 CP2841'OF PILCHER POINT LANDING, AND JUST S OF WIRE FENCE CROSSING
 CP2841'LEVEE.
 CP2841'
 CP2841'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 CP2841'SET IN CONCRETE.
 CP2841'
 CP2841'REFERENCE MARK NO. 1 IS 1 MILE S OF SMALL STORE MENTIONED
 CP2841'ABOVE, 10 FEET E OF CENTER LINE OF U.S. HIGHWAY 65 AND 2/5
 CP2841'MILE FROM STATION S 40 DEG 03 MIN W.
 CP2841'
 CP2841'REFERENCE MARK NO. 2 IS 2 FEET E OF WIRE FENCE ALONG W SIDE
 CP2841'OF DIRT ROAD REFERRED TO ABOVE, AND 78.6 METERS (257.9 FEET)
 CP2841'FROM STATION N 73 DEG 57 MIN W.
 CP2841'
 CP2841'B.M. GAGE 89 (M.R.C.) IS 390.33 METERS (1,280.6 FEET) FROM
 CP2841'STATION S 43 DEG 24 MIN W.
 CP2841
 CP2841                          STATION RECOVERY (1935)
 CP2841
 CP2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2841'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 CP2841'GOOD CONDITION.
 CP2841'
 CP2841'STATION IS 60 FEET S OF FENCE WHICH GOES OVER LEVEE AND 18 INCHES
 CP2841'UNDERGROUND.
 CP2841'
 CP2841'REFERENCE MARK NO. 1 IS 0.1 MILE S OF STORE INSTEAD OF 1.0 MILE
 CP2841'AS IN ORIGINAL DESCRIPTION.
 CP2841
 CP2841                          STATION RECOVERY (1936)
 CP2841
 CP2841'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP2841'THE ORIGINAL DESCRIPTION SHOULD BE CHANGED TO THE EFFECT
 CP2841'THAT THE STATION IS 18 INCHES UNDERGROUND, ON THE LAND SIDE
 CP2841'OF LEVEE, AND NOT ON THE BANQUETTE OF LEVEE.
 CP2841
 CP2841                          STATION RECOVERY (1937)
 CP2841
 CP2841'RECOVERY NOTE BY US ENGINEERS 1937
 CP2841'STATION RECOVERED IN GOOD CONDITION.
 CP2841
 CP2841                          STATION RECOVERY (1958)
 CP2841
 CP2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2841'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CP2841'REFERENCE MARK 2 WAS DESTROYED BY CULTIVATING OPERATIONS,
 CP2841'REFERENCE MARK 1 WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 CP2841'REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED.
 CP2841'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CP2841'
 CP2841'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF EUDORA, ABOUT
 CP2841'4 MILES SOUTH OF THE ARKANSAS-LOUISIANA STATE LINE, ABOUT 1 MILE
 CP2841'EAST OF U.S. HIGHWAY 65 AND ON THE WEST SIDE OF A LEVEE
 CP2841'WHICH IS ON THE WEST SIDE OF THE MISSISSIPPI RIVER.
 CP2841'
 CP2841'REACHED FROM THE ARKANSAS-LOUISIANA STATE LINE ON U.S. HIGHWAY
 CP2841'65, BY GOING SOUTH ON HIGHWAY 65 FOR 2.85 MILES TO CROSSROADS
 CP2841'AND SIGN MILLIKIN ON THE LEFT, TURN LEFT AND FOLLOW GRAVEL
 CP2841'ROAD SOUTHEASTERLY FOR 1.5 MILES TO A SIDE ROAD LEFT, TURN
 CP2841'SHARP LEFT AND FOLLOW GRADED DIRT ROAD 0.15 MILE TO TOP OF
 CP2841'LEVEE AND STEEL GATE ON THE LEFT, TURN RIGHT, SOUTHERLY,
 CP2841'ALONG TOP OF LEVEE FOR 0.1 MILE TO AN OLD FENCE GATEPOST ON
 CP2841'THE RIGHT AND THE STATION AS DESCRIBED.
 CP2841'
 CP2841'STATION MARKS ARE STANDARD DISKS, STAMPED GAGE 1929.  THE
 CP2841'SURFACE MARK IS SET IN THE TOP OF A 16-INCH, SQUARE, CONCRETE
 CP2841'POST 12 INCHES BELOW THE GROUND SURFACE.  IT IS 245 FEET
 CP2841'SOUTHEAST OF THE CENTER OF A DIRT ROAD THAT LEADS ACROSS THE
 CP2841'LEVEE, 85.5 FEET SOUTHWEST OF THE OLD GATE POST, 76 FEET
 CP2841'NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE, AND 61.5
 CP2841'FEET SOUTH OF AN EAST-WEST FENCE.  A WHITE WITNESS POST WAS
 CP2841'SET 3 FEET SOUTHEAST OF THE MARK.
 CP2841'
 CP2841'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GAGE NO 3 1929,
 CP2841'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2841'5 INCHES.  IT IS 151 FEET SOUTH OF THE EAST-WEST FENCE, 234
 CP2841'FEET SOUTHEAST OF THE CENTER OF THE DIRT ROAD AND 96 FEET
 CP2841'NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE.
 CP2841'
 CP2841'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED GAGE NO 4 1929,
 CP2841'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2841'6 INCHES.  IT IS 186 FEET SOUTHEAST OF THE CENTER OF THE DIRT
 CP2841'ROAD, 147 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 CP2841'LEVEE AND 2 FEET SOUTH OF THE FENCE.
 CP2841'
 CP2841'AZIMUTH MARK IS A STANDARD DISK STAMPED GAGE 1929, SET IN THE
 CP2841'TOP OF AN 11-INCH, SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CP2841'IT IS 78 FEET EAST OF THE CENTER OF U.S. HIGHWAY 65, 37 FEET
 CP2841'SOUTH OF THE CENTER OF A METAL GATE, 22 FEET SOUTH-SOUTHEAST
 CP2841'OF THE SOUTH END OF A CONCRETE CULVERT AND 2 FEET WEST OF A
 CP2841'ROAD RIGHT-OF-WAY FENCE.
 CP2841'
 CP2841'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS AND SIGN MILLIKIN,
 CP2841'MENTIONED IN THE THIRD PARAGRAPH, CONTINUE SOUTH ON HIGHWAY
 CP2841'65 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP2841
 CP2841                          STATION RECOVERY (1967)
 CP2841
 CP2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GCR)
 CP2841'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD
 CP2841'CONDITION FROM THE 1953 DESCRIPTION BY O.S.R.  DUE TO SLIGHT
 CP2841'CHANGES IN THE AREA THE FOLLOWING ROUTE TO REACH THE STATION
 CP2841'AND MEASUREMENTS TO LAND MARKS ARE NOTED--
 CP2841'
 CP2841'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAYS
 CP2841'8 AND 159, AT THE EAST EDGE OF EUDORA, ARKANSAS, GO SOUTHEAST
 CP2841'AND SOUTH ON U.S. HIGHWAY 65 FOR 8.0 MILES TO THE
 CP2841'ARKANSAS-LOUISIANA STATE LINE.  CONTINUE SOUTH ON U.S. 65 FOR 2.95
 CP2841'MILES TO A PAVED ROAD LEFT AND A GRAVELED ROAD AT MILLIKIN.
 CP2841'TURN LEFT AND GO EAST AND SOUTHEAST ON PAVED ROAD FOR
 CP2841'1.6 MILES TO A REVERSE Y FORK (AT A POINT WHERE THE PAVEMENT
 CP2841'TURNS SOUTH), TURN BACK SHARP LEFT AND GO NORTHERLY ON
 CP2841'BLADED ROAD FOR 0.2 MILE TO CROSSROAD AT THE TOP OF THE
 CP2841'LEVEE.  TURN RIGHT AND GO SOUTHEAST ON BLADED ROAD ATOP
 CP2841'LEVEE FOR 0.1 MILE TO A CATTLE GUARD AND THE STATION ON THE
 CP2841'RIGHT.  AZIMUTH MARK IS AS DESCRIBED IN 1958, 0.45
 CP2841'MILE SOUTH OF THE CROSSROAD IN MILLIKIN.
 CP2841'
 CP2841'THE STATION MARK IS 253 FEET EAST OF THE CENTERLINE OF BLADED
 CP2841'ROAD LEADING NORTH OVER LEVEE, 225 FEET EAST OF NORTH-SOUTH
 CP2841'FENCE, 93.5 FEET SOUTHWEST OF THE CENTER OF THE CATTLE GUARD, 77
 CP2841'FEET WEST OF THE CENTERLINE OF ROAD ATOP LEVEE, 61 FEET SOUTH
 CP2841'OF EAST-WEST FENCE AND ABOUT 18 INCHES BELOW THE GROUND.
 CP2841'
 CP2841'REFERENCE MARK 3 IS 92.5 FEET WEST OF THE CENTERLINE OF ROAD
 CP2841'ATOP LEVEE, 23 FEET EAST OF THE WEST BASE OF THE LEVEE, ABOUT
 CP2841'3 FEET LOWER THAN THE STATION AND PROJECTS 3 INCHES ABOVE
 CP2841'THE GROUND.
 CP2841'
 CP2841'REFERENCE MARK 4 IS 147 FEET WEST OF THE CENTER OF THE CATTLE
 CP2841'GUARD, 1.5 FEET SOUTH OF THE EAST-WEST FENCE, ABOUT 8 FEET
 CP2841'LOWER THAN THE STATION AND PROJECTS 6 INCHES.
 CP2841'
 CP2841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI. NORTH
 CP2841'AND 2 MI. WEST OF LAKE PROVIDENCE
 CP2841
 CP2841                          STATION RECOVERY (1970)
 CP2841
 CP2841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2841'STATION RECOVERED AS WAS DESCRIBED IN THE 1967 DATA, WITH
 CP2841'THE EXCEPTION OF REFERENCE MARK NUMBER 3.
 CP2841'
 CP2841'REFERENCE MARK NUMBER 3 MONUMENT WAS FOUND, STILL SOLID IN
 CP2841'THE GROUND, BUT THE DISK HAD BEEN KNOCKED OUT.  A NEW DISK,
 CP2841'STAMPED GAGE NO 5 1929 1970 HAS NOW BEEN SET IN THE TOP OF
 CP2841'THE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 150 FEET SOUTH OF
 CP2841'AN EAST-WEST FENCE THAT CROSSES THE LEVEE, 93 FEET WEST
 CP2841'OF THE APPROXIMATE CENTER OF THE ROAD THAT IS ON TOP OF THE
 CP2841'LEVEE AND ABOUT 20 FEET EAST OF THE WEST BASE OF THE LEVEE.
 CP2841'THE MARK IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 CP2841'
 CP2841'NO MEASUREMENT BETWEEN R.M.S DUE TO HEAVY BRUSH ON LINE.
 CP2841'
 CP2841'HEIGHT OF LIGHT ABOVE STATION MARK 126.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1028 ***********************************************************************
 BJ1028  DESIGNATION -  GAGE 32 BOLT
 BJ1028  PID         -  BJ1028
 BJ1028  STATE/COUNTY-  LA/IBERVILLE
 BJ1028  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1028
 BJ1028                         *CURRENT SURVEY CONTROL
 BJ1028  ___________________________________________________________________
 BJ1028* NAD 83(1986)-  30 16 47.     (N)    091 07 58.     (W)     SCALED    
 BJ1028* NAVD 88     -         6.21   (+/-2cm)      20.4    (feet)  VERTCON   
 BJ1028  ___________________________________________________________________
 BJ1028  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ1028
 BJ1028  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1028
 BJ1028.The horizontal coordinates were scaled from a topographic map and have
 BJ1028.an estimated accuracy of +/- 6 seconds.
 BJ1028
 BJ1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1028.The vertical order pertains to the NGVD 29 superseded value.
 BJ1028
 BJ1028.The geoid height was determined by GEOID03.
 BJ1028
 BJ1028;                    North         East    Units  Estimated Accuracy
 BJ1028;SPC LA S     -   197,290.    1,019,300.      MT  (+/- 180 meters Scaled)
 BJ1028
 BJ1028                          SUPERSEDED SURVEY CONTROL
 BJ1028
 BJ1028  NGVD 29 (??/??/??)    6.253  (m)           20.52   (f) ADJUSTED    1 1
 BJ1028
 BJ1028.Superseded values are not recommended for survey control.
 BJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1028.See file dsdata.txt to determine how the superseded data were derived.
 BJ1028
 BJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP795512(NAD 83)
 BJ1028_MARKER: B = BOLT
 BJ1028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1028_STAMPING: PBM GAGE 32 PBM EVELYN
 BJ1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1028
 BJ1028  HISTORY     - Date     Condition        Report By
 BJ1028  HISTORY     - UNK      MONUMENTED       DOD
 BJ1028  HISTORY     - 1964     GOOD             CGS
 BJ1028  HISTORY     - 1976     GOOD             NGS
 BJ1028
 BJ1028                          STATION DESCRIPTION
 BJ1028
 BJ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1028'2.3 MI NW FROM SAINT GABRIEL.
 BJ1028'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1028'STATE HIGHWAY 74 AT SAINT GABRIEL, ABOUT 100 YARDS NORTHWEST OF THE J.
 BJ1028'J. LAPLACE STORE, NEAR THE SOUTHWEST CORNER OF A YARD WITH HEDGE FENCE
 BJ1028'AROUND YARD.  ABOUT 0.3 MILE SOUTHEAST OF THE POST OFFICE AT SUNSHINE,
 BJ1028'32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 139 FEET
 BJ1028'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY FRAME HOUSE, 6 FEET
 BJ1028'SOUTHEAST OF A HEDGE FENCE, 109 FEET NORTHWEST OF THE CENTER LINE OF
 BJ1028'DRIVEWAY, 8 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET ABOVE THE
 BJ1028'LEVEL OF THE HIGHWAY, A COPPER BOLT LEADED IN TILE ABOUT 4 FEET
 BJ1028'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CAP
 BJ1028'STAMPED PBM GAGE 32 PBM EVELYN AND PROJECTS 2 1/2 FEET ABOVE THE LEVEL
 BJ1028'OF THE GROUD.
 BJ1028
 BJ1028                          STATION RECOVERY (1976)
 BJ1028
 BJ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1028'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH
 BJ1028'STATE HIGHWAY 74, 0.3 MILE SOUTHEAST OF THE POST OFFICE AT SUNSHINE,
 BJ1028'33 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 139 FT SOUTHWEST OF THE
 BJ1028'SOUTHWEST CORNER OF A ONE STORY FRAME HOUSE, 108.5 FT WEST OF THE
 BJ1028'CENTER LINE OF A CONCRETE DRIVEWAY, 46 FEET EAST OF THE CENTER LINE OF
 BJ1028'A SHELLED DRIVEWQY, A COPPER BOLT LEADED IN TILE ABOUT 2.5 FT
 BJ1028'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CAP
 BJ1028'AND PROJECTING 1.6 FT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1933 ***********************************************************************
 BJ1933  DESIGNATION -  GAGE 32 CAP
 BJ1933  PID         -  BJ1933
 BJ1933  STATE/COUNTY-  LA/IBERVILLE
 BJ1933  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1933
 BJ1933                         *CURRENT SURVEY CONTROL
 BJ1933  ___________________________________________________________________
 BJ1933* NAD 83(1986)-  30 16 46.     (N)    091 07 57.     (W)     SCALED    
 BJ1933* NAVD 88     -         7.44   (+/-2cm)      24.4    (feet)  VERTCON   
 BJ1933  ___________________________________________________________________
 BJ1933  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ1933
 BJ1933  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1933
 BJ1933.The horizontal coordinates were scaled from a topographic map and have
 BJ1933.an estimated accuracy of +/- 6 seconds.
 BJ1933
 BJ1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1933.The vertical order pertains to the NGVD 29 superseded value.
 BJ1933
 BJ1933.The geoid height was determined by GEOID03.
 BJ1933
 BJ1933;                    North         East    Units  Estimated Accuracy
 BJ1933;SPC LA S     -   197,260.    1,019,320.      MT  (+/- 180 meters Scaled)
 BJ1933
 BJ1933                          SUPERSEDED SURVEY CONTROL
 BJ1933
 BJ1933  NGVD 29 (??/??/??)    7.487  (m)           24.56   (f) ADJUSTED    1 2
 BJ1933
 BJ1933.Superseded values are not recommended for survey control.
 BJ1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1933.See file dsdata.txt to determine how the superseded data were derived.
 BJ1933
 BJ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP796512(NAD 83)
 BJ1933_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1933_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1933_STAMPING: PBM GAGE 32 PBM EVELYN
 BJ1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1933
 BJ1933  HISTORY     - Date     Condition        Report By
 BJ1933  HISTORY     - UNK      MONUMENTED       DOD
 BJ1933  HISTORY     - 1964     GOOD             CGS
 BJ1933  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1933
 BJ1933                          STATION DESCRIPTION
 BJ1933
 BJ1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1933'2.3 MI NW FROM SAINT GABRIEL.
 BJ1933'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1933'STATE HIGHWAY 74 AT SAINT GABRIEL, ABOUT 100 YARDS NORTHWEST OF THE J.
 BJ1933'J. LAPLACE STORE, NEAR THE SOUTHWEST CORNER OF A YARD WITH HEDGE FENCE
 BJ1933'AROUND YARD.  ABOUT 0.3 MILE SOUTHEAST OF THE POST OFFICE AT SUNSHINE,
 BJ1933'32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 139 FEET
 BJ1933'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY FRAME HOUSE, 6 FEET
 BJ1933'SOUTHEAST OF A HEDGE FENCE, 109 FEET NORTHWEST OF THE CENTER LINE OF
 BJ1933'DRIVEWAY, 8 FEET NORTHEAST OF A METAL WITNESS POST.  2 FEET ABOVE THE
 BJ1933'LEVEL OF THE HIGHWAY, AN IRON PIPE BEARING A CAP STAMPED PBM GAGE 32
 BJ1933'PBM EVELYN AND PROJECTS 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ1933
 BJ1933                          STATION RECOVERY (1986)
 BJ1933
 BJ1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1933'NOT RECOVERED, COULD NOT LOCATE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1961 ***********************************************************************
 BJ1961  DESIGNATION -  GAGE 35 BOLT
 BJ1961  PID         -  BJ1961
 BJ1961  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1961  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1961
 BJ1961                         *CURRENT SURVEY CONTROL
 BJ1961  ___________________________________________________________________
 BJ1961* NAD 83(1986)-  30 22 12.     (N)    091 13 38.     (W)     SCALED    
 BJ1961* NAVD 88     -         7.27   (+/-2cm)      23.9    (feet)  VERTCON   
 BJ1961  ___________________________________________________________________
 BJ1961  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1961
 BJ1961  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1961
 BJ1961.The horizontal coordinates were scaled from a topographic map and have
 BJ1961.an estimated accuracy of +/- 6 seconds.
 BJ1961
 BJ1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1961.The vertical order pertains to the NGVD 29 superseded value.
 BJ1961
 BJ1961.The geoid height was determined by GEOID03.
 BJ1961
 BJ1961;                    North         East    Units  Estimated Accuracy
 BJ1961;SPC LA S     -   207,290.    1,010,200.      MT  (+/- 180 meters Scaled)
 BJ1961
 BJ1961                          SUPERSEDED SURVEY CONTROL
 BJ1961
 BJ1961  NGVD 29 (??/??/??)    7.286  (m)           23.90   (f) ADJUSTED    1 2
 BJ1961
 BJ1961.Superseded values are not recommended for survey control.
 BJ1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1961.See file dsdata.txt to determine how the superseded data were derived.
 BJ1961
 BJ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP703611(NAD 83)
 BJ1961_MARKER: B = BOLT
 BJ1961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1961_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1961_STAMPING: PBM GAGE 35
 BJ1961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1961
 BJ1961  HISTORY     - Date     Condition        Report By
 BJ1961  HISTORY     - UNK      MONUMENTED       DOD
 BJ1961  HISTORY     - 1964     GOOD             CGS
 BJ1961
 BJ1961                          STATION DESCRIPTION
 BJ1961
 BJ1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1961'6.0 MI S FROM BATON ROUGE.
 BJ1961'ABOUT 6.0 MILES SOUTH ALONG THE RIVER ROAD AND STATE HIGHWAY 327 FROM
 BJ1961'THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, IN A LARGE OPEN
 BJ1961'PASTURE, ABOUT 0.25 MILE SOUTHWEST OF A HIGH STEEL TOWER ON THE TOP OF
 BJ1961'THE MISSISSIPPI RIVER LEVEE WHICH SUPPORTS A HIGH TRANSMISSION WIRE
 BJ1961'LINE OVER THE MISSISSIPPI RIVER, ABOUT 190 YARDS EAST OF THE HIGHWAY,
 BJ1961'185 YARDS EAST OF POWER LINE POLE NO. 117, 324 FEET WEST OF THE WEST
 BJ1961'ONE OF TWO LARGE PECAN TREES, 4 FEET SOUTH OF AN EAST-WEST PASTURE
 BJ1961'DITCH, 1 FOOT ABOVE THE LEVEL OF THE GROUND, A COPPER BOLT LEADED IN
 BJ1961'THE TOP OF A TILE ABOUT 2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 BJ1961'THROUGH AN IRON PIPE BEARING A CAP STAMPED PBM GAGE 35.  THE PIPE
 BJ1961'PROJECTS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1130 ***********************************************************************
 BJ1130  DESIGNATION -  GAGE 35 CAP
 BJ1130  PID         -  BJ1130
 BJ1130  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1130  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1130
 BJ1130                         *CURRENT SURVEY CONTROL
 BJ1130  ___________________________________________________________________
 BJ1130* NAD 83(1986)-  30 22 09.     (N)    091 13 41.     (W)     SCALED    
 BJ1130* NAVD 88     -         8.52   (+/-2cm)      28.0    (feet)  VERTCON   
 BJ1130  ___________________________________________________________________
 BJ1130  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1130
 BJ1130  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1130
 BJ1130.The horizontal coordinates were scaled from a topographic map and have
 BJ1130.an estimated accuracy of +/- 6 seconds.
 BJ1130
 BJ1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1130.The vertical order pertains to the NGVD 29 superseded value.
 BJ1130
 BJ1130.The geoid height was determined by GEOID03.
 BJ1130
 BJ1130;                    North         East    Units  Estimated Accuracy
 BJ1130;SPC LA S     -   207,190.    1,010,120.      MT  (+/- 180 meters Scaled)
 BJ1130
 BJ1130                          SUPERSEDED SURVEY CONTROL
 BJ1130
 BJ1130  NGVD 29 (??/??/??)    8.536  (m)           28.01   (f) ADJUSTED    1 2
 BJ1130
 BJ1130.Superseded values are not recommended for survey control.
 BJ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1130.See file dsdata.txt to determine how the superseded data were derived.
 BJ1130
 BJ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP702610(NAD 83)
 BJ1130_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1130_STAMPING: PBM GAGE 35
 BJ1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1130
 BJ1130  HISTORY     - Date     Condition        Report By
 BJ1130  HISTORY     - UNK      MONUMENTED       DOD
 BJ1130  HISTORY     - 1964     GOOD             CGS
 BJ1130  HISTORY     - 1976     POOR             NGS
 BJ1130
 BJ1130                          STATION DESCRIPTION
 BJ1130
 BJ1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1130'6.0 MI S FROM BATON ROUGE.
 BJ1130'ABOUT 6.0 MILES SOUTH ALONG THE RIVER ROAD AND STATE HIGHWAY 327 FROM
 BJ1130'THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, IN A LARGE OPEN
 BJ1130'PASTURE, ABOUT 0.25 MILE SOUTHWEST OF A HIGH STEEL TOWER ON THE TOP OF
 BJ1130'THE MISSISSIPPI RIVER LEVEE WHICH SUPPORTS A HIGH TRANSMISSION WIRE
 BJ1130'LINE OVER THE MISSISSIPPI RIVER, ABOUT 190 YARDS EAST OF THE HIGHWAY,
 BJ1130'185 YARDS EAST OF POWER LINE POLE NO. 117, 324 FEET WEST OF THE WEST
 BJ1130'ONE OF TWO LARGE PECAN TREES, 4 FEET SOUTH OF AN EAST-WEST PASTURE
 BJ1130'DITCH, 1 FOOT ABOVE THE LEVEL OF THE GROUND, AN IRON PIPE BEARING A
 BJ1130'CAP STAMPED PBM GAGE 35.  THE PIPE PROJECTS 1 FOOT ABOVE THE GROUND.
 BJ1130
 BJ1130                          STATION RECOVERY (1976)
 BJ1130
 BJ1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1130'5.5 MILE SOUTH ALONG RIVER ROAD FROM THE INTERSTATE HIGHWAY 10 BRIDGE
 BJ1130'OVERPASS, 0.25 MILE SOUTH OF A STEEL TRANSMISSION LINE CROSSING, IN A
 BJ1130'LARGE OPEN PASTURE, 190 YARDS EAST OF THE CENTER LINE OF THE ROAD, 185
 BJ1130'YARDS EAST OF POWER POLE NUMBER 117, 326 FT WEST OF A 40 INCH PECAN
 BJ1130'TREE, A COPPER BOLT IN TILE 3 FT UNDERGROUND, ACCESS TO WHICH IS HAD
 BJ1130'THROUGH AN IRON PIPE BEARING A CAP PROJECTING 2 FT ABOVE GROUND.
 BJ1130'NOTE NOT LEVELED TO, THE TILE IS UNDER AT LEAST 2 FT OF WATER AND MUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0073 ***********************************************************************
 BJ0073  DESIGNATION -  GAGE 41 BOLT
 BJ0073  PID         -  BJ0073
 BJ0073  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0073  USGS QUAD   -  PORT HUDSON (1994)
 BJ0073
 BJ0073                         *CURRENT SURVEY CONTROL
 BJ0073  ___________________________________________________________________
 BJ0073* NAD 83(1986)-  30 42 44.     (N)    091 21 26.     (W)     SCALED    
 BJ0073* NAVD 88     -        10.277  (meters)      33.72   (feet)  ADJUSTED  
 BJ0073  ___________________________________________________________________
 BJ0073  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0073  DYNAMIC HT  -          10.264 (meters)      33.67  (feet)  COMP
 BJ0073  MODELED GRAV-     979,358.1   (mgal)                       NAVD 88
 BJ0073
 BJ0073  VERT ORDER  -  FIRST     CLASS I
 BJ0073
 BJ0073.The horizontal coordinates were scaled from a topographic map and have
 BJ0073.an estimated accuracy of +/- 6 seconds.
 BJ0073
 BJ0073.The orthometric height was determined by differential leveling
 BJ0073.and adjusted by the National Geodetic Survey in February 1994..
 BJ0073
 BJ0073.The geoid height was determined by GEOID03.
 BJ0073
 BJ0073.The dynamic height is computed by dividing the NAVD 88
 BJ0073.geopotential number by the normal gravity value computed on the
 BJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0073.degrees latitude (g = 980.6199 gals.).
 BJ0073
 BJ0073.The modeled gravity was interpolated from observed gravity values.
 BJ0073
 BJ0073;                    North         East    Units  Estimated Accuracy
 BJ0073;SPC LA S     -   245,220.      997,710.      MT  (+/- 180 meters Scaled)
 BJ0073
 BJ0073                          SUPERSEDED SURVEY CONTROL
 BJ0073
 BJ0073  NAVD 88 (06/15/91)   10.311  (m)           33.83   (f) UNKNOWN     1 1
 BJ0073  NGVD 29 (??/??/??)   10.270  (m)           33.69   (f) ADJUSTED    1 1
 BJ0073
 BJ0073.Superseded values are not recommended for survey control.
 BJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0073.See file dsdata.txt to determine how the superseded data were derived.
 BJ0073
 BJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP573988(NAD 83)
 BJ0073_MARKER: B = BOLT
 BJ0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0073_SP_SET: CONCRETE SLAB
 BJ0073_STAMPING: PBM GAGE 41
 BJ0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0073
 BJ0073  HISTORY     - Date     Condition        Report By
 BJ0073  HISTORY     - UNK      MONUMENTED       DOD
 BJ0073  HISTORY     - 1976     GOOD             NGS
 BJ0073
 BJ0073                          STATION DESCRIPTION
 BJ0073
 BJ0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0073'6.5 MI EAST FROM POINTE COUPEE.
 BJ0073'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0073'HIGHWAY 420 AT POINTE COUPEE, THENCE 4.0 MILES SOUTHEAST ALONG
 BJ0073'STATE HIGHWAY 981, AT THE CROSSING OF A STEEL TOWER POWER LINE, 210 FT
 BJ0073'SOUTH OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE G+S PIPE LINE
 BJ0073'VALVES, 88 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FT
 BJ0073'SOUTHWEST OF POWER LINE POLE NO. 20 WITH GUY WIRES, 34 FT NORTH OF
 BJ0073'A FENCE, A COPPER BOLT IN THE TOP OF CONCRETE 2.5 FT BELOW THE GROUND,
 BJ0073'ACCESS TO WHICH IS HAD THROUGH A 5-INCH IRON PIPE THAT PROJECTS
 BJ0073'1 FT ABOVE THE GROUND.  THE CAP HAS BEEN REMOVED AND THE PIPE BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1825 ***********************************************************************
 BJ1825  DESIGNATION -  GAGE 41 CAP
 BJ1825  PID         -  BJ1825
 BJ1825  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1825  USGS QUAD   -  PORT HUDSON (1994)
 BJ1825
 BJ1825                         *CURRENT SURVEY CONTROL
 BJ1825  ___________________________________________________________________
 BJ1825* NAD 83(1986)-  30 42 45.     (N)    091 21 26.     (W)     SCALED    
 BJ1825* NAVD 88     -        11.52   (+/-2cm)      37.8    (feet)  VERTCON   
 BJ1825  ___________________________________________________________________
 BJ1825  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1825
 BJ1825  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1825
 BJ1825.The horizontal coordinates were scaled from a topographic map and have
 BJ1825.an estimated accuracy of +/- 6 seconds.
 BJ1825
 BJ1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1825.The vertical order pertains to the NGVD 29 superseded value.
 BJ1825
 BJ1825.The geoid height was determined by GEOID03.
 BJ1825
 BJ1825;                    North         East    Units  Estimated Accuracy
 BJ1825;SPC LA S     -   245,250.      997,710.      MT  (+/- 180 meters Scaled)
 BJ1825
 BJ1825                          SUPERSEDED SURVEY CONTROL
 BJ1825
 BJ1825  NGVD 29 (??/??/??)   11.509  (m)           37.76   (f) ADJUSTED    1 2
 BJ1825
 BJ1825.Superseded values are not recommended for survey control.
 BJ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1825.See file dsdata.txt to determine how the superseded data were derived.
 BJ1825
 BJ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP573988(NAD 83)
 BJ1825_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1825_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1825_STAMPING: PBM GUAGE 41
 BJ1825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1825
 BJ1825  HISTORY     - Date     Condition        Report By
 BJ1825  HISTORY     - UNK      MONUMENTED       DOD
 BJ1825  HISTORY     - 1964     GOOD             CGS
 BJ1825
 BJ1825                          STATION DESCRIPTION
 BJ1825
 BJ1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1825'8.85 MI E FROM NEW ROADS.
 BJ1825'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1825'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ1825'STATE HIGHWAY 10, THENCE 3.95 MILES SOUTHEAST ALONG STATE ROAD 981, 88
 BJ1825'FEET WEST OF THE CENTER LINE OF THE ROAD, 240 FEET WEST OF THE CENTER
 BJ1825'LINE OF THE NEW LEVEE FOR THE MISSISSIPPI RIVER, 210 FEET SOUTH OF THE
 BJ1825'SOUTHEAST CORNER OF THE FENCE AROUND A GAS LINE RELAY STATION OF THE
 BJ1825'TRANSCONTINENTAL GAS PIPE LINE CORPORATION WHICH IS ONE OF 3 SET 0.2
 BJ1825'MILE APART, 47 FEET SOUTHWEST OF POWER POLE NUMBER 20 WHICH IS BRACED
 BJ1825'BY A GUY WIRE, 30 FEET EAST OF A 24-INCH PECAN TREE, 21 1/2 FEET WEST
 BJ1825'OF A FENCE, 21.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BJ1825'THE ROAD, A 5-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5250 ***********************************************************************
 BJ5250  DESIGNATION -  GAGE 43
 BJ5250  PID         -  BJ5250
 BJ5250  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5250  USGS QUAD   -  MORGANZA (1994)
 BJ5250
 BJ5250                         *CURRENT SURVEY CONTROL
 BJ5250  ___________________________________________________________________
 BJ5250* NAD 83(1992)-  30 43 42.12083(N)    091 32 28.65519(W)     ADJUSTED  
 BJ5250* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 BJ5250  ___________________________________________________________________
 BJ5250  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BJ5250  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ5250
 BJ5250  HORZ ORDER  -  SECOND
 BJ5250
 BJ5250.The horizontal coordinates were established by classical geodetic methods
 BJ5250.and adjusted by the National Geodetic Survey in January 1993..
 BJ5250
 BJ5250.The orthometric height was scaled from a topographic map.
 BJ5250
 BJ5250.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5250
 BJ5250.The geoid height was determined by GEOID03.
 BJ5250
 BJ5250;                    North         East     Units Scale Factor Converg.
 BJ5250;SPC LA S     -   247,026.393   980,082.769   MT  1.00000616   -0 06 14.3
 BJ5250;SPC LA S     -   810,452.42  3,215,488.22   sFT  1.00000616   -0 06 14.3
 BJ5250;UTM  15      - 3,400,407.312   639,657.432   MT  0.99984060   +0 44 43.7
 BJ5250
 BJ5250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5250!SPC LA S     -   1.00000272  x   1.00000616  =   1.00000888
 BJ5250!UTM  15      -   1.00000272  x   0.99984060  =   0.99984332
 BJ5250
 BJ5250                          SUPERSEDED SURVEY CONTROL
 BJ5250
 BJ5250  NAD 83(1986)-  30 43 42.13850(N)    091 32 28.64927(W) AD(       ) 2
 BJ5250  NAD 27      -  30 43 41.47587(N)    091 32 28.22930(W) AD(       ) 2
 BJ5250
 BJ5250.Superseded values are not recommended for survey control.
 BJ5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5250.See file dsdata.txt to determine how the superseded data were derived.
 BJ5250
 BJ5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3965700407(NAD 83)
 BJ5250_MARKER: P = PIPE CAP
 BJ5250_SETTING: 0 = UNSPECIFIED SETTING
 BJ5250
 BJ5250  HISTORY     - Date     Condition        Report By
 BJ5250  HISTORY     - 1929     MONUMENTED       MRC
 BJ5250  HISTORY     - 1957     GOOD             CGS
 BJ5250
 BJ5250                          STATION DESCRIPTION
 BJ5250
 BJ5250'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 BJ5250'ABOUT 7 MILES NW OF TOWN OF NEW ROADS, ABOUT 3 MILES SE OF
 BJ5250'TOWN OF MORGANZA, ABOUT 1-1/2 MILES BELOW OLD MORGANZA CREVASSE,
 BJ5250'ABOUT 1 MILE ABOVE BRUNSWICK LANDING, ABOUT 1 MILE N OF TEXAS
 BJ5250'AND PACIFIC RAILWAY STATION AT LA BARRE, 6 METERS (20 FEET)
 BJ5250'W OF GATE, 1 METER (3 FEET) S OF PLANTATION FENCE ALONG S SIDE OF
 BJ5250'OLD ROAD ALONG LEVEE, AND 90 METERS (295 FEET) W OF OLD RAMP
 BJ5250'OVER LEVEE.
 BJ5250'
 BJ5250'MARKED BY STANDARD MARK OF MISSISSIPPI RIVER COMMISSION,
 BJ5250'BRASS CAP ON STEEL PIPE ABOVE, AND COPPER BOLT IN TILE BELOW.
 BJ5250'THE BOTTOM END OF THE PIPE IS SPLIT FOR SEVERAL INCHES AND
 BJ5250'SPREAD OUT TO ABOUT 10 INCHES IN DIAMETER.
 BJ5250'
 BJ5250'NEW ROADS WEST BASE IS 1,822.66 METERS (5,979.8 FEET) FROM
 BJ5250'STATION S 37 DEG 36 MIN W. BLAZED TREES ARE AT
 BJ5250'THE FOLLOWING DISTANCES AND BEARINGS FROM STATION.  30-INCH
 BJ5250'COTTONWOOD, 11.4 METERS (37 FEET), S 25 DEG W. 30-INCH COTTONWOOD,
 BJ5250'6.5 METERS (21 FEET), S 50 DEG W. 26-INCH COTTONWOOD, 20.6 METERS
 BJ5250'(68 FEET), N 75 DEG E. 24-INCH COTTONWOOD, 5.5 METERS (18 FEET),
 BJ5250'S 80 DEG E. THESE TREES ARE DEAD.
 BJ5250'
 BJ5250'TO REACH STATION FROM HIGHWAY AT LA BARRE GO E 0.1 MILE FROM
 BJ5250'RAILWAY STATION TO GATE LEADING INTO FIELD ON N SIDE OF ROAD.
 BJ5250'FOLLOW THIS LANE 0.8 MILE TO FORK.  KEEP TO LEFT FOR 0.3 MILE
 BJ5250'TO GATE NEAR STATION.  IT MAY ALSO BE REACHED FROM POINT
 BJ5250'1-1/2 MILES E AND N OF RAILWAY STATION BY FOLLOWING LEVEE
 BJ5250'ROAD W ABOUT 1/2 MILE TO SAME GATE.
 BJ5250
 BJ5250                          STATION RECOVERY (1957)
 BJ5250
 BJ5250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5250'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 BJ5250'IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 BJ5250'
 BJ5250'STATION IS LOCATED ABOUT 3 MILES E OF THE TOWN OF MORGANZA
 BJ5250'ON THE SOUTH SIDE OF THE LEVEE WHICH BORDERS THE MISSISSIPPI
 BJ5250'RIVER AT THIS POINT.  3 FEET N OF THE FENCE LINE ON S SIDE
 BJ5250'OF LEVEE AND 12 FT. E OF A GATE.
 BJ5250'
 BJ5250'STATION IS MARKED BY A BRASS CAP OF THE MISSISSIPPI RIVER
 BJ5250'COMMISSION ON TOP OF A 6 INCH STEEL PIPE PROJECTING 2 FEET.
 BJ5250'
 BJ5250'TO REACH THE STATION FROM MORGANZA PROCEED EASTERLY ALONG LA.
 BJ5250'STATE HIGHWAY 1 AND 10 TO ITS JUNCTION WITH HIGHWAY 420, TURN
 BJ5250'N AND PROCEED 1 MILE TO THE LEVEE, CROSS CATTLE GAP AND CLIMB
 BJ5250'LEVEE AND PROCEED 0.4 MILES W ALONG TOP OF LEVEE TO STATION ON
 BJ5250'SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2641 ***********************************************************************
 BJ2641  DESIGNATION -  GAGE 43 BOLT
 BJ2641  PID         -  BJ2641
 BJ2641  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2641  USGS QUAD   -  MORGANZA (1994)
 BJ2641
 BJ2641                         *CURRENT SURVEY CONTROL
 BJ2641  ___________________________________________________________________
 BJ2641* NAD 83(1986)-  30 43 27.     (N)    091 32 26.     (W)     SCALED    
 BJ2641* NAVD 88     -         9.83   (+/-2cm)      32.3    (feet)  VERTCON   
 BJ2641  ___________________________________________________________________
 BJ2641  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2641
 BJ2641  VERT ORDER  -  ? (See Below)
 BJ2641
 BJ2641.The horizontal coordinates were scaled from a topographic map and have
 BJ2641.an estimated accuracy of +/- 6 seconds.
 BJ2641
 BJ2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2641.The vertical order pertains to the NGVD 29 superseded value.
 BJ2641
 BJ2641.The geoid height was determined by GEOID03.
 BJ2641
 BJ2641;                    North         East    Units  Estimated Accuracy
 BJ2641;SPC LA S     -   246,560.      980,150.      MT  (+/- 180 meters Scaled)
 BJ2641
 BJ2641                          SUPERSEDED SURVEY CONTROL
 BJ2641
 BJ2641  NGVD 29 (??/??/??)    9.820  (m)           32.22   (f) ADJUSTED    ?  
 BJ2641
 BJ2641.Superseded values are not recommended for survey control.
 BJ2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2641.See file dsdata.txt to determine how the superseded data were derived.
 BJ2641
 BJ2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP397999(NAD 83)
 BJ2641_MARKER: B = BOLT
 BJ2641_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2641_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2641
 BJ2641  HISTORY     - Date     Condition        Report By
 BJ2641  HISTORY     - UNK      MONUMENTED       DOD
 BJ2641  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2641
 BJ2641                          STATION DESCRIPTION
 BJ2641
 BJ2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2641'4.0 MI SE FROM MORGANZA.
 BJ2641'BM IS TILE AND PIPE ON RIGHT BANK OF MISSISSIPPI RIVER IN POINTE
 BJ2641'COUPEE PARISH, LA., 1-1/2 MILES BELOW THE OLD MORGANZA CREVASSE.  1
 BJ2641'MILE ABOVE BRUNSWICK LDG., 36 METERS BACK OF BASE OF LEVEE.  90 MILES
 BJ2641'LEADING BACK AT RIGHT ANGLES TO LEVEE.  1 METER INSIDE OF WIRE FENCE
 BJ2641'ALONG ROAD BACK OF LEVEE.  NOTE-- THE AREA AT THE DESCRIBED LOCATION
 BJ2641'OF THE MARK IS NOW UNDER CULTIVATION AND THE MARK IS BELIEVED TO HAVE
 BJ2641'BEEN DESTROYED OR COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0121 ***********************************************************************
 BJ0121  DESIGNATION -  GAGE 43 CAP
 BJ0121  PID         -  BJ0121
 BJ0121  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0121  USGS QUAD   -  MORGANZA (1994)
 BJ0121
 BJ0121                         *CURRENT SURVEY CONTROL
 BJ0121  ___________________________________________________________________
 BJ0121* NAD 83(1986)-  30 43 27.     (N)    091 32 26.     (W)     SCALED    
 BJ0121* NAVD 88     -        11.05   (+/-2cm)      36.3    (feet)  VERTCON   
 BJ0121  ___________________________________________________________________
 BJ0121  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0121
 BJ0121  VERT ORDER  -  ? (See Below)
 BJ0121
 BJ0121.The horizontal coordinates were scaled from a topographic map and have
 BJ0121.an estimated accuracy of +/- 6 seconds.
 BJ0121
 BJ0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0121.The vertical order pertains to the NGVD 29 superseded value.
 BJ0121
 BJ0121.The geoid height was determined by GEOID03.
 BJ0121
 BJ0121;                    North         East    Units  Estimated Accuracy
 BJ0121;SPC LA S     -   246,560.      980,150.      MT  (+/- 180 meters Scaled)
 BJ0121
 BJ0121                          SUPERSEDED SURVEY CONTROL
 BJ0121
 BJ0121  NGVD 29 (??/??/??)   11.043  (m)           36.23   (f) ADJUSTED    ?  
 BJ0121
 BJ0121.Superseded values are not recommended for survey control.
 BJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0121.See file dsdata.txt to determine how the superseded data were derived.
 BJ0121
 BJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP397999(NAD 83)
 BJ0121_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0121
 BJ0121  HISTORY     - Date     Condition        Report By
 BJ0121  HISTORY     - UNK      MONUMENTED       DOD
 BJ0121  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0121  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0121
 BJ0121                          STATION DESCRIPTION
 BJ0121
 BJ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0121'4.0 MI SE FROM MORGANZA.
 BJ0121'BM IS TILE AND PIPE ON RIGHT BANK OF MISSISSIPPI RIVER IN POINTE
 BJ0121'COUPEE PARISH, LA., 1-1/2 MILES BELOW THE OLD MORGANZA CREVASSE.  1
 BJ0121'MILE ABOVE BRUNSWICK LDG., 36 METERS BACK OF BASE OF LEVEE.  90 MILES
 BJ0121'LEADING BACK AT RIGHT ANGLES TO LEVEE.  1 METER INSIDE OF WIRE FENCE
 BJ0121'ALONG ROAD BACK OF LEVEE.  NOTE-- THE AREA AT THE DESCRIBED LOCATION
 BJ0121'OF THE MARK IS NOW UNDER CULTIVATION AND THE MARK IS BELIEVED TO HAVE
 BJ0121'BEEN DESTROYED OR COVERED OVER.
 BJ0121
 BJ0121                          STATION RECOVERY (1976)
 BJ0121
 BJ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0784 ***********************************************************************
 BW0784  DESIGNATION -  GAGE 59 RM
 BW0784  PID         -  BW0784
 BW0784  STATE/COUNTY-  LA/ACADIA
 BW0784  USGS QUAD   -  NATCHEZ (1976)
 BW0784
 BW0784                         *CURRENT SURVEY CONTROL
 BW0784  ___________________________________________________________________
 BW0784* NAD 83(1986)-  31 31 38.     (N)    091 28 16.     (W)     SCALED    
 BW0784* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 BW0784  ___________________________________________________________________
 BW0784  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BW0784
 BW0784  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0784
 BW0784.The horizontal coordinates were scaled from a topographic map and have
 BW0784.an estimated accuracy of +/- 6 seconds.
 BW0784
 BW0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0784.The vertical order pertains to the NGVD 29 superseded value.
 BW0784
 BW0784.The geoid height was determined by GEOID03.
 BW0784
 BW0784;                    North         East    Units  Estimated Accuracy
 BW0784;SPC LA S     -   335,600.      986,910.      MT  (+/- 180 meters Scaled)
 BW0784
 BW0784                          SUPERSEDED SURVEY CONTROL
 BW0784
 BW0784  NGVD 29 (??/??/92)   21.224  (m)           69.63   (f) ADJ UNCH    1 2
 BW0784
 BW0784.Superseded values are not recommended for survey control.
 BW0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0784.See file dsdata.txt to determine how the superseded data were derived.
 BW0784
 BW0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ451890(NAD 83)
 BW0784
 BW0784  HISTORY     - Date     Condition        Report By
 BW0784  HISTORY     - UNK      MONUMENTED
 BW0784  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0784
 BW0784                          STATION DESCRIPTION
 BW0784
 BW0784'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0784'4.75 MI SW FROM NATCHEZ.
 BW0784'4-3/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW0784'MISSISSIPPI RIVER, 2-1/4 MILES SOUTHWEST OF ST. CATHERINE CREEK, ON
 BW0784'MINOR PLANTATION, 80 FEET FROM THE TOP BANK OF THE RIVER, AND 35 FEET
 BW0784'BACK OF THE ROAD RUNNING ALONG THE TOP BANK IN AN UNCULTIVATED FIELD.
 BW0784'AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BW0784'NOTE-- BELIEVED TO HAVE BEEN DESTROYED BY BULLDOZING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1102 ***********************************************************************
 CP1102  DESIGNATION -  GAGE 89 BOLT
 CP1102  PID         -  CP1102
 CP1102  STATE/COUNTY-  LA/EAST CARROLL
 CP1102  USGS QUAD   -  MILLIKIN (1994)
 CP1102
 CP1102                         *CURRENT SURVEY CONTROL
 CP1102  ___________________________________________________________________
 CP1102* NAD 83(1986)-  32 56 36.     (N)    091 12 39.     (W)     SCALED    
 CP1102* NAVD 88     -        33.16   (+/-2cm)     108.8    (feet)  VERTCON   
 CP1102  ___________________________________________________________________
 CP1102  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1102
 CP1102  VERT ORDER  -  ? (See Below)
 CP1102
 CP1102.The horizontal coordinates were scaled from a topographic map and have
 CP1102.an estimated accuracy of +/- 6 seconds.
 CP1102
 CP1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1102.The vertical order pertains to the NGVD 29 superseded value.
 CP1102
 CP1102.The geoid height was determined by GEOID03.
 CP1102
 CP1102;                    North         East    Units  Estimated Accuracy
 CP1102;SPC LA N     -   271,640.    1,120,560.      MT  (+/- 180 meters Scaled)
 CP1102
 CP1102                          SUPERSEDED SURVEY CONTROL
 CP1102
 CP1102  NGVD 29 (??/??/92)   33.225  (m)          109.01   (f) ADJ UNCH    ?  
 CP1102
 CP1102.Superseded values are not recommended for survey control.
 CP1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1102.See file dsdata.txt to determine how the superseded data were derived.
 CP1102
 CP1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672464(NAD 83)
 CP1102_MARKER: B = BOLT
 CP1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1102_SP_SET: STONE
 CP1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1102+STABILITY: SURFACE MOTION
 CP1102
 CP1102  HISTORY     - Date     Condition        Report By
 CP1102  HISTORY     - UNK      MONUMENTED       DOD
 CP1102  HISTORY     - 1934     GOOD             DOD
 CP1102
 CP1102                          STATION DESCRIPTION
 CP1102
 CP1102'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1102'1.5 MI S FROM MILLIKIN.
 CP1102'B.M. IS A PIPE STONE BENCH WITH A BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1102'OF THE MISS. RIVER, EAST CARROL PARISH, LA.  1 1/2 MILES SOUTH OF
 CP1102'MILLIKIN.  IN THE NORTHEAST CORNER OF THE YARD IN FRONT OF W.D. BROWNS
 CP1102'RESIDENCE.  2 FEET WEST OF FENCE, 15 FEET SOUTH OF STORE.  25 FEET
 CP1102'WEST OF HWY. 65.  1000 FEET SOUTHWEST OF LEVEE AT L.S. 250.  272 FEET
 CP1102'BACK FROM THE CENTER LINE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1101 ***********************************************************************
 CP1101  DESIGNATION -  GAGE 89 CAP
 CP1101  PID         -  CP1101
 CP1101  STATE/COUNTY-  LA/EAST CARROLL
 CP1101  USGS QUAD   -  MILLIKIN (1994)
 CP1101
 CP1101                         *CURRENT SURVEY CONTROL
 CP1101  ___________________________________________________________________
 CP1101* NAD 83(1992)-  32 56 29.95219(N)    091 12 44.49459(W)     ADJUSTED  
 CP1101* NAVD 88     -        34.37   (+/-2cm)     112.8    (feet)  VERTCON   
 CP1101  ___________________________________________________________________
 CP1101  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CP1101  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1101
 CP1101  HORZ ORDER  -  SECOND
 CP1101  VERT ORDER  -  ? (See Below)
 CP1101
 CP1101.The horizontal coordinates were established by classical geodetic methods
 CP1101.and adjusted by the National Geodetic Survey in May 1994..
 CP1101
 CP1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1101.The vertical order pertains to the NGVD 29 superseded value.
 CP1101
 CP1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1101
 CP1101.The geoid height was determined by GEOID03.
 CP1101
 CP1101;                    North         East     Units Scale Factor Converg.
 CP1101;SPC LA N     -   271,449.698 1,120,419.385   MT  1.00007427   +0 40 50.8
 CP1101;SPC LA N     -   890,581.22  3,675,909.27   sFT  1.00007427   +0 40 50.8
 CP1101;SPC MS W     -   381,911.716   617,800.924   MT  1.00003328   -0 28 40.9
 CP1101;SPC MS W     - 1,252,988.69  2,026,901.86   sFT  1.00003328   -0 28 40.9
 CP1101;SPC AR S     -   430,784.185   473,662.482   MT  1.00009873   +0 26 27.0
 CP1101;SPC AR S     - 1,413,331.11  1,554,007.66   sFT  1.00009873   +0 26 27.0
 CP1101;UTM  15      - 3,646,236.595   667,114.912   MT  0.99994436   +0 58 20.3
 CP1101
 CP1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1101!SPC LA N     -   0.99999872  x   1.00007427  =   1.00007299
 CP1101!SPC MS W     -   0.99999872  x   1.00003328  =   1.00003200
 CP1101!SPC AR S     -   0.99999872  x   1.00009873  =   1.00009745
 CP1101!UTM  15      -   0.99999872  x   0.99994436  =   0.99994308
 CP1101
 CP1101                          SUPERSEDED SURVEY CONTROL
 CP1101
 CP1101  NAD 83(1992)-  32 56 29.95559(N)    091 12 44.49339(W) AD(       ) 2
 CP1101  NAD 83(1986)-  32 56 29.96484(N)    091 12 44.48728(W) AD(       ) 2
 CP1101  NAD 27      -  32 56 29.51200(N)    091 12 44.08800(W) AD(       ) 2
 CP1101  NGVD 29 (??/??/92)   34.440  (m)          112.99   (f) ADJ UNCH    ?  
 CP1101
 CP1101.Superseded values are not recommended for survey control.
 CP1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1101.See file dsdata.txt to determine how the superseded data were derived.
 CP1101
 CP1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6711546237(NAD 83)
 CP1101_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1101
 CP1101  HISTORY     - Date     Condition        Report By
 CP1101  HISTORY     - 1929     MONUMENTED       MRC
 CP1101  HISTORY     - 1934     GOOD             DOD
 CP1101  HISTORY     - 1935     GOOD             MRC
 CP1101
 CP1101                          STATION DESCRIPTION
 CP1101
 CP1101'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 CP1101'STATION IS ON THE RIGHT BANK OF MISSISSIPPI RIVER ABOUT 16
 CP1101'MILES BY ROAD S OF EUDORA, 3/4 MILE DIRECTLY BACK OF PILCHER
 CP1101'POINT LANDING, 400 METERS (1,312 FEET) BELOW PROMINENT ANGLE
 CP1101'IN LEVEE NEAR JUNCTION OF OLD AND NEW LEVEES, 83 METERS (272
 CP1101'FEET) BACK OF CENTER OF LEVEE, IN CORNER OF YARD OF PLANTATION
 CP1101'RESIDENCE, AND 4 METERS (13 FEET) S OF SW CORNER OF SMALL STORE
 CP1101'WHICH IS ABOUT 100 YARDS S OF TURN IN U.S. HIGHWAY 65.
 CP1101'
 CP1101'STATION IS MARKED BY A STANDARD MARK OF MISSISSIPPI RIVER
 CP1101'COMMISSION, BRASS CAP ON STEEL PIPE ABOVE AND COPPER BOLT IN
 CP1101'TILE BELOW.  PIPE PROJECTS 6 INCHES ABOVE GROUND.
 CP1101'
 CP1101'STATION GAGE IS 390.33 METERS (1,280.6 FEET) FROM STATION IN
 CP1101'AZIMUTH 223 DEG 23 MIN 56 SEC.
 CP1101'
 CP1101'DISTANCES AND AZIMUTHS TO FOLLOWING OBJECTS ARE--NE CORNER OF
 CP1101'LARGE BRICK HOUSE, 141 METERS (463 FEET) 250 DEG.  LEANING
 CP1101'STONE MONUMENT OF GENERAL W. GAZO, 43 METERS (141 FEET)
 CP1101'290 DEG.  BLAZED 24-INCH COTTONWOOD, 55 METERS (180 FEET)
 CP1101'270 DEG.  AND BLAZED 36-INCH ELM, 42.5 METERS (139 FEET) 320 DEG.
 CP1101
 CP1101                          STATION RECOVERY (1934)
 CP1101
 CP1101'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1934
 CP1101'1.5 MI S FROM MILLIKIN.
 CP1101'B.M. IS A PIPE STONE BENCH WITH A BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1101'OF THE MISS. RIVER, EAST CARROL PARISH, LA.  1 1/2 MILES SOUTH OF
 CP1101'MILLIKIN.  IN THE NORTHEAST CORNER OF THE YARD IN FRONT OF W.D. BROWNS
 CP1101'RESIDENCE.  2 FEET WEST OF FENCE, 15 FEET SOUTH OF STORE.  25 FEET
 CP1101'WEST OF HWY. 65.  1000 FEET SOUTHWEST OF LEVEE AT L.S. 250.  272 FEET
 CP1101'BACK FROM THE CENTER LINE OF THE LEVEE.
 CP1101
 CP1101                          STATION RECOVERY (1935)
 CP1101
 CP1101'RECOVERY NOTE BY MISSISSIPPI RIVER COMMISSION 1935 (JSH)
 CP1101'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0396 ***********************************************************************
 CQ0396  DESIGNATION -  GAGE BM A
 CQ0396  PID         -  CQ0396
 CQ0396  STATE/COUNTY-  LA/CALDWELL
 CQ0396  USGS QUAD   -  RIVERTON (1989)
 CQ0396
 CQ0396                         *CURRENT SURVEY CONTROL
 CQ0396  ___________________________________________________________________
 CQ0396* NAD 83(1986)-  32 08 09.     (N)    092 05 38.     (W)     SCALED    
 CQ0396* NAVD 88     -        17.32   (+/-2cm)      56.8    (feet)  VERTCON   
 CQ0396  ___________________________________________________________________
 CQ0396  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0396
 CQ0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0396
 CQ0396.The horizontal coordinates were scaled from a topographic map and have
 CQ0396.an estimated accuracy of +/- 6 seconds.
 CQ0396
 CQ0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0396.The vertical order pertains to the NGVD 29 superseded value.
 CQ0396
 CQ0396.The geoid height was determined by GEOID03.
 CQ0396
 CQ0396;                    North         East    Units  Estimated Accuracy
 CQ0396;SPC LA N     -   181,450.    1,038,320.      MT  (+/- 180 meters Scaled)
 CQ0396
 CQ0396                          SUPERSEDED SURVEY CONTROL
 CQ0396
 CQ0396  NGVD 29 (??/??/??)   17.349  (m)           56.92   (f) ADJUSTED    2 0
 CQ0396
 CQ0396.Superseded values are not recommended for survey control.
 CQ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0396.See file dsdata.txt to determine how the superseded data were derived.
 CQ0396
 CQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR854558(NAD 83)
 CQ0396_MARKER: Q = CHISELED SQUARE
 CQ0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0396_SP_SET: IRON CASING
 CQ0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0396
 CQ0396  HISTORY     - Date     Condition        Report By
 CQ0396  HISTORY     - UNK      MONUMENTED       DOD
 CQ0396  HISTORY     - 1966     MARK NOT FOUND   CGS
 CQ0396  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0396  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0396
 CQ0396                          STATION DESCRIPTION
 CQ0396
 CQ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0396'2.4 MI N FROM COLUMBIA.
 CQ0396'2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM RIVERTON, AT
 CQ0396'THE NORTH END OF THE DRAWBRIDGE OVER OUACHITA RIVER, AT THE WEST PIER,
 CQ0396'AND ON THE UPPER EDGE OF THE LOWEST PIECE OF A SHEET-IRON CASING. A
 CQ0396'CHISELED SQUARE.  NOTE-- ABOUT 1 MAN-HOUR WAS SPENT IN SEARCHING. A
 CQ0396'NEW BRIDGE WAS BUILT IN 1944 ACROSS THE QUACHITA RIVER AND THE MARK
 CQ0396'WAS PROBABLY DESTROYED.  THE CONCRETE PIERS OF THE OLD BRIDGE STILL
 CQ0396'REMAIN, BUT ARE PROJECTING ABOUT 30 FEET AND ACCESS WAS NOT AVAILABLE
 CQ0396'TO THE TOP.
 CQ0396
 CQ0396                          STATION RECOVERY (1990)
 CQ0396
 CQ0396'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0396'MARK NOT FOUND.
 CQ0396
 CQ0396                          STATION RECOVERY (1991)
 CQ0396
 CQ0396'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0395 ***********************************************************************
 CQ0395  DESIGNATION -  GAGE BM B
 CQ0395  PID         -  CQ0395
 CQ0395  STATE/COUNTY-  LA/CALDWELL
 CQ0395  USGS QUAD   -  RIVERTON (1989)
 CQ0395
 CQ0395                         *CURRENT SURVEY CONTROL
 CQ0395  ___________________________________________________________________
 CQ0395* NAD 83(1986)-  32 08 09.     (N)    092 05 36.     (W)     SCALED    
 CQ0395* NAVD 88     -        23.58   (+/-2cm)      77.4    (feet)  VERTCON   
 CQ0395  ___________________________________________________________________
 CQ0395  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0395
 CQ0395  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0395
 CQ0395.The horizontal coordinates were scaled from a topographic map and have
 CQ0395.an estimated accuracy of +/- 6 seconds.
 CQ0395
 CQ0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0395.The vertical order pertains to the NGVD 29 superseded value.
 CQ0395
 CQ0395.The geoid height was determined by GEOID03.
 CQ0395
 CQ0395;                    North         East    Units  Estimated Accuracy
 CQ0395;SPC LA N     -   181,450.    1,038,370.      MT  (+/- 180 meters Scaled)
 CQ0395
 CQ0395                          SUPERSEDED SURVEY CONTROL
 CQ0395
 CQ0395  NGVD 29 (??/??/??)   23.608  (m)           77.45   (f) ADJUSTED    1 2
 CQ0395
 CQ0395.Superseded values are not recommended for survey control.
 CQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0395.See file dsdata.txt to determine how the superseded data were derived.
 CQ0395
 CQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR855558(NAD 83)
 CQ0395_MARKER: X = CHISELED CROSS
 CQ0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0395_SP_SET: PIERS
 CQ0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0395
 CQ0395  HISTORY     - Date     Condition        Report By
 CQ0395  HISTORY     - UNK      MONUMENTED       DOD
 CQ0395  HISTORY     - 1966     MARK NOT FOUND   CGS
 CQ0395  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0395  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0395
 CQ0395                          STATION DESCRIPTION
 CQ0395
 CQ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0395'2.4 MI N FROM COLUMBIA.
 CQ0395'2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM RIVERTON, AT
 CQ0395'THE NORTH END OF THE DRAWBRIDGE OVER OUACHITA RIVER, ON THE EAST SIDE
 CQ0395'OF THE EAST PIER, AND ON THE TOP OF THE LOWER ONE OF THE FIRST TWO
 CQ0395'PIERS FROM THE SHORE.  A CHISELED CROSS.  NOTE-- A NEW BRIDGE WAS
 CQ0395'BUILT IN 1944 ACROSS THE QUACHITA RIVER AND THE MARK WAS PROBABLY
 CQ0395'DESTROYED.  THE CONCRETE PIERS OF THE OLD BRIDGE STILL REMAIN, BUT ARE
 CQ0395'PROJECTING ABOUT 30 FEET ABOVE THE GROUND.  ACCESS TO THE TOP OF THESE
 CQ0395'PIERS COULD NOT BE HAD.
 CQ0395
 CQ0395                          STATION RECOVERY (1990)
 CQ0395
 CQ0395'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0395'MARK NOT FOUND.
 CQ0395
 CQ0395                          STATION RECOVERY (1991)
 CQ0395
 CQ0395'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1106 ***********************************************************************
 CP1106  DESIGNATION -  GAGE RM 1
 CP1106  PID         -  CP1106
 CP1106  STATE/COUNTY-  LA/EAST CARROLL
 CP1106  USGS QUAD   -  MILLIKIN (1994)
 CP1106
 CP1106                         *CURRENT SURVEY CONTROL
 CP1106  ___________________________________________________________________
 CP1106* NAD 83(1986)-  32 56 34.     (N)    091 12 41.     (W)     SCALED    
 CP1106* NAVD 88     -        34.15   (+/-2cm)     112.0    (feet)  VERTCON   
 CP1106  ___________________________________________________________________
 CP1106  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1106
 CP1106  VERT ORDER  -  ? (See Below)
 CP1106
 CP1106.The horizontal coordinates were scaled from a topographic map and have
 CP1106.an estimated accuracy of +/- 6 seconds.
 CP1106
 CP1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1106.The vertical order pertains to the NGVD 29 superseded value.
 CP1106
 CP1106.The geoid height was determined by GEOID03.
 CP1106
 CP1106;                    North         East    Units  Estimated Accuracy
 CP1106;SPC LA N     -   271,580.    1,120,510.      MT  (+/- 180 meters Scaled)
 CP1106
 CP1106                          SUPERSEDED SURVEY CONTROL
 CP1106
 CP1106  NGVD 29 (??/??/92)   34.217  (m)          112.26   (f) ADJ UNCH    ?  
 CP1106
 CP1106.Superseded values are not recommended for survey control.
 CP1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1106.See file dsdata.txt to determine how the superseded data were derived.
 CP1106
 CP1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672463(NAD 83)
 CP1106_MARKER: DR = REFERENCE MARK DISK
 CP1106_SETTING: 0 = UNSPECIFIED SETTING
 CP1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1106
 CP1106  HISTORY     - Date     Condition        Report By
 CP1106  HISTORY     - 1929     MONUMENTED       CGS
 CP1106  HISTORY     - 1934     GOOD             DOD
 CP1106
 CP1106                          STATION DESCRIPTION
 CP1106
 CP1106'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1106'1.6 MI SE FROM MILLIKIN.
 CP1106'P.B.M. IS A BRONZE DISC SET IN CONCRETE LOCATED ON RIGHT BANK OF THE
 CP1106'MISSISSIPPI RIVER, 1.6 MILES SOUTHEAST OF MILLIKEN, EAST CARROL
 CP1106'PARISH, LA.  10 FEET EAST OF ANGLE IN STATE HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1107 ***********************************************************************
 CP1107  DESIGNATION -  GAGE RM 2
 CP1107  PID         -  CP1107
 CP1107  STATE/COUNTY-  LA/EAST CARROLL
 CP1107  USGS QUAD   -  MILLIKIN (1994)
 CP1107
 CP1107                         *CURRENT SURVEY CONTROL
 CP1107  ___________________________________________________________________
 CP1107* NAD 83(1986)-  32 56 34.     (N)    091 12 41.     (W)     SCALED    
 CP1107* NAVD 88     -        34.11   (+/-2cm)     111.9    (feet)  VERTCON   
 CP1107  ___________________________________________________________________
 CP1107  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1107
 CP1107  VERT ORDER  -  ? (See Below)
 CP1107
 CP1107.The horizontal coordinates were scaled from a topographic map and have
 CP1107.an estimated accuracy of +/- 6 seconds.
 CP1107
 CP1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1107.The vertical order pertains to the NGVD 29 superseded value.
 CP1107
 CP1107.The geoid height was determined by GEOID03.
 CP1107
 CP1107;                    North         East    Units  Estimated Accuracy
 CP1107;SPC LA N     -   271,580.    1,120,510.      MT  (+/- 180 meters Scaled)
 CP1107
 CP1107                          SUPERSEDED SURVEY CONTROL
 CP1107
 CP1107  NGVD 29 (??/??/92)   34.181  (m)          112.14   (f) ADJ UNCH    ?  
 CP1107
 CP1107.Superseded values are not recommended for survey control.
 CP1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1107.See file dsdata.txt to determine how the superseded data were derived.
 CP1107
 CP1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672463(NAD 83)
 CP1107_MARKER: DR = REFERENCE MARK DISK
 CP1107_SETTING: 0 = UNSPECIFIED SETTING
 CP1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1107
 CP1107  HISTORY     - Date     Condition        Report By
 CP1107  HISTORY     - 1929     MONUMENTED       CGS
 CP1107  HISTORY     - 1934     GOOD             DOD
 CP1107
 CP1107                          STATION DESCRIPTION
 CP1107
 CP1107'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1107'1.6 MI SE FROM MILLIKEN.
 CP1107'P.B.M. IS A BRONZE DISC SET IN CONCRETE, LOCATED ON RIGHT BANK OF
 CP1107'MISSISSIPPI RIVER 1.6 MILES S.E. OF MILLIKEN, EAST CARROLL PARISH, LA.
 CP1107'2 FEET FROM FENCE ALONG WEST SIDE OF DIRT ROAD, LEADING FROM U.S.
 CP1107'HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1761 ***********************************************************************
 CP1761  DESIGNATION -  GAGING STATION
 CP1761  PID         -  CP1761
 CP1761  STATE/COUNTY-  LA/RICHLAND
 CP1761  USGS QUAD   -  RAYVILLE (1982)
 CP1761
 CP1761                         *CURRENT SURVEY CONTROL
 CP1761  ___________________________________________________________________
 CP1761* NAD 83(1986)-  32 28 51.     (N)    091 47 48.     (W)     SCALED    
 CP1761* NAVD 88     -        26.178  (meters)      85.89   (feet)  ADJUSTED  
 CP1761  ___________________________________________________________________
 CP1761  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1761  DYNAMIC HT  -          26.149 (meters)      85.79  (feet)  COMP
 CP1761  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CP1761
 CP1761  VERT ORDER  -  FIRST     CLASS I
 CP1761
 CP1761.The horizontal coordinates were scaled from a topographic map and have
 CP1761.an estimated accuracy of +/- 6 seconds.
 CP1761
 CP1761.The orthometric height was determined by differential leveling
 CP1761.and adjusted by the National Geodetic Survey in June 1991..
 CP1761
 CP1761.The geoid height was determined by GEOID03.
 CP1761
 CP1761.The dynamic height is computed by dividing the NAVD 88
 CP1761.geopotential number by the normal gravity value computed on the
 CP1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1761.degrees latitude (g = 980.6199 gals.).
 CP1761
 CP1761.The modeled gravity was interpolated from observed gravity values.
 CP1761
 CP1761;                    North         East    Units  Estimated Accuracy
 CP1761;SPC LA N     -   219,840.    1,066,110.      MT  (+/- 180 meters Scaled)
 CP1761
 CP1761                          SUPERSEDED SURVEY CONTROL
 CP1761
 CP1761  NGVD 29 (??/??/??)   26.210  (m)           85.99   (f) ADJUSTED    1 1
 CP1761
 CP1761.Superseded values are not recommended for survey control.
 CP1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1761.See file dsdata.txt to determine how the superseded data were derived.
 CP1761
 CP1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR130943(NAD 83)
 CP1761_MARKER: DD = SURVEY DISK
 CP1761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1761_SP_SET: BRIDGE
 CP1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1761
 CP1761  HISTORY     - Date     Condition        Report By
 CP1761  HISTORY     - UNK      MONUMENTED       USGS
 CP1761  HISTORY     - 1966     GOOD             NGS
 CP1761  HISTORY     - 1969     GOOD             NGS
 CP1761  HISTORY     - 1978     MARK NOT FOUND   USGS
 CP1761
 CP1761                          STATION DESCRIPTION
 CP1761
 CP1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1761'2.25 MI W FROM RAYVILLE.
 CP1761'2.25 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1761'COURTHOUSE AT RAYVILLE, IN SECTION 6, T 17 N, R 7 E, 4 POLES WEST OF
 CP1761'MILEPOST 53, 177 FEET NORTH OF THE NORTH RAIL, 16 FEET SOUTH OF THE
 CP1761'CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE EAST END OF THE
 CP1761'SOUTH CONCRETE GUARD RAIL CURB OF THE HIGHWAY BRIDGE OVER BOEUF RIVER,
 CP1761'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CP1761
 CP1761                          STATION RECOVERY (1969)
 CP1761
 CP1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1761'RECOVERED IN GOOD CONDITION.
 CP1761
 CP1761                          STATION RECOVERY (1978)
 CP1761
 CP1761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CP1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0905 ***********************************************************************
 BJ0905  DESIGNATION -  GAGING STATION USGS
 BJ0905  PID         -  BJ0905
 BJ0905  STATE/COUNTY-  LA/LIVINGSTON
 BJ0905  USGS QUAD   -  HOLDEN (1974)
 BJ0905
 BJ0905                         *CURRENT SURVEY CONTROL
 BJ0905  ___________________________________________________________________
 BJ0905* NAD 83(1986)-  30 30 13.     (N)    090 40 36.     (W)     SCALED    
 BJ0905* NAVD 88     -        12.983  (meters)      42.60   (feet)  ADJUSTED  
 BJ0905  ___________________________________________________________________
 BJ0905  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0905  DYNAMIC HT  -          12.967 (meters)      42.54  (feet)  COMP
 BJ0905  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BJ0905
 BJ0905  VERT ORDER  -  FIRST     CLASS I
 BJ0905
 BJ0905.The horizontal coordinates were scaled from a topographic map and have
 BJ0905.an estimated accuracy of +/- 6 seconds.
 BJ0905
 BJ0905.The orthometric height was determined by differential leveling
 BJ0905.and adjusted by the National Geodetic Survey in February 1994..
 BJ0905
 BJ0905.The geoid height was determined by GEOID03.
 BJ0905
 BJ0905.The dynamic height is computed by dividing the NAVD 88
 BJ0905.geopotential number by the normal gravity value computed on the
 BJ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0905.degrees latitude (g = 980.6199 gals.).
 BJ0905
 BJ0905.The modeled gravity was interpolated from observed gravity values.
 BJ0905
 BJ0905;                    North         East    Units  Estimated Accuracy
 BJ0905;SPC LA S     -   222,270.    1,063,030.      MT  (+/- 180 meters Scaled)
 BJ0905
 BJ0905                          SUPERSEDED SURVEY CONTROL
 BJ0905
 BJ0905  NAVD 88 (06/15/91)   13.026  (m)           42.74   (f) UNKNOWN     1 1
 BJ0905  NGVD 29 (??/??/??)   13.002  (m)           42.66   (f) ADJUSTED    1 1
 BJ0905
 BJ0905.Superseded values are not recommended for survey control.
 BJ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0905.See file dsdata.txt to determine how the superseded data were derived.
 BJ0905
 BJ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP229768(NAD 83)
 BJ0905_MARKER: DD = SURVEY DISK
 BJ0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0905_SP_SET: BRIDGE
 BJ0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0905
 BJ0905  HISTORY     - Date     Condition        Report By
 BJ0905  HISTORY     - UNK      MONUMENTED       USGS
 BJ0905  HISTORY     - 1976     GOOD             NGS
 BJ0905
 BJ0905                          STATION DESCRIPTION
 BJ0905
 BJ0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0905'0.5 MI WEST FROM HOLDEN.
 BJ0905'0.5 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0905'HIGHWAY 441, AT THE CONCRETE BRIDGE OVER THE TICKFAW RIVER, 19 FT
 BJ0905'SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH
 BJ0905'END OF THE EAST CONCRETE ABUTMENT, 4.5 FT NORTH OF THE SOUTH END
 BJ0905'OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1819 ***********************************************************************
 BK1819  DESIGNATION -  GAGING STATION USGS
 BK1819  PID         -  BK1819
 BK1819  STATE/COUNTY-  LA/CALCASIEU
 BK1819  USGS QUAD   -  STARKS (1994)
 BK1819
 BK1819                         *CURRENT SURVEY CONTROL
 BK1819  ___________________________________________________________________
 BK1819* NAD 83(1986)-  30 17 27.     (N)    093 42 12.     (W)     SCALED    
 BK1819* NAVD 88     -         7.53   (+/-2cm)      24.7    (feet)  VERTCON   
 BK1819  ___________________________________________________________________
 BK1819  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1819
 BK1819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1819
 BK1819.The horizontal coordinates were scaled from a topographic map and have
 BK1819.an estimated accuracy of +/- 6 seconds.
 BK1819
 BK1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1819.The vertical order pertains to the NGVD 29 superseded value.
 BK1819
 BK1819.The geoid height was determined by GEOID03.
 BK1819
 BK1819;                    North         East    Units  Estimated Accuracy
 BK1819;SPC LA S     -   200,860.      772,030.      MT  (+/- 180 meters Scaled)
 BK1819
 BK1819                          SUPERSEDED SURVEY CONTROL
 BK1819
 BK1819  NGVD 29 (??/??/??)    7.476  (m)           24.53   (f) ADJUSTED    2 0
 BK1819
 BK1819.Superseded values are not recommended for survey control.
 BK1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1819.See file dsdata.txt to determine how the superseded data were derived.
 BK1819
 BK1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP323512(NAD 83)
 BK1819_MARKER: DD = SURVEY DISK
 BK1819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1819_SP_SET: CONCRETE BASE
 BK1819_STAMPING: GUAGING STATION
 BK1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1819+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 BK1819
 BK1819  HISTORY     - Date     Condition        Report By
 BK1819  HISTORY     - UNK      MONUMENTED       USGS
 BK1819  HISTORY     - 1935     GOOD             CGS
 BK1819  HISTORY     - 20020522 GOOD             USPSQD
 BK1819
 BK1819                          STATION DESCRIPTION
 BK1819
 BK1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1819'1.9 MI E FROM RULIFF.
 BK1819'1.9 MI E OF AND ALONG THE KANSAS CITY SOUTHERN R R 0.5 MI E OF
 BK1819'MILEPOST 739.  250 FEET E OF BRIDGE 739A ACROSS SABINE RIVER.  7 1/2
 BK1819'FEET N OF CENTER OF TRACK IN TOP OF CONCRETE ABUTMENT OF TRESTLE.
 BK1819
 BK1819                          STATION RECOVERY (2002)
 BK1819
 BK1819'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0667 ***********************************************************************
 BW0667  DESIGNATION -  GAITHER 2 BOLT
 BW0667  PID         -  BW0667
 BW0667  STATE/COUNTY-  LA/CONCORDIA
 BW0667  USGS QUAD   -  NATCHEZ (1976)
 BW0667
 BW0667                         *CURRENT SURVEY CONTROL
 BW0667  ___________________________________________________________________
 BW0667* NAD 83(1986)-  31 33 04.     (N)    091 26 46.     (W)     SCALED    
 BW0667* NAVD 88     -        18.50   (+/-2cm)      60.7    (feet)  VERTCON   
 BW0667  ___________________________________________________________________
 BW0667  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0667
 BW0667  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0667
 BW0667.The horizontal coordinates were scaled from a topographic map and have
 BW0667.an estimated accuracy of +/- 6 seconds.
 BW0667
 BW0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0667.The vertical order pertains to the NGVD 29 superseded value.
 BW0667
 BW0667.The geoid height was determined by GEOID03.
 BW0667
 BW0667;                    North         East    Units  Estimated Accuracy
 BW0667;SPC LA N     -   117,030.    1,100,060.      MT  (+/- 180 meters Scaled)
 BW0667
 BW0667                          SUPERSEDED SURVEY CONTROL
 BW0667
 BW0667  NGVD 29 (??/??/92)   18.50   (m)           60.7    (f) COMPUTED    1 2
 BW0667
 BW0667.Superseded values are not recommended for survey control.
 BW0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0667.See file dsdata.txt to determine how the superseded data were derived.
 BW0667
 BW0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ474917(NAD 83)
 BW0667_MARKER: B = BOLT
 BW0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0667_SP_SET: CONCRETE BLAB
 BW0667_STAMPING: GAITHER 2 1937
 BW0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0667
 BW0667  HISTORY     - Date     Condition        Report By
 BW0667  HISTORY     - 1937     MONUMENTED       DOD
 BW0667  HISTORY     - 1966     GOOD             NGS
 BW0667
 BW0667                          STATION DESCRIPTION
 BW0667
 BW0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0667'1.75 MI SW FROM VIDALIA.
 BW0667'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0667'AT VIDALIA, THENCE 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 131, 29
 BW0667'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 88 1/2 FEET WEST OF A
 BW0667'POWER POLE BEARING A TRANSFORMER, 76 1/2 FEET WEST OF A GAS METER, 69
 BW0667'1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK TENANT
 BW0667'HOUSE, 46 FEET SOUTH OF A 12-INCH ELM TREE, 2.0 FEET NORTHEAST OF A
 BW0667'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, A
 BW0667'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 2 1/2 FEET BELOW
 BW0667'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING
 BW0667'A BRASS CAP AND PROJECTING 26 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0666 ***********************************************************************
 BW0666  DESIGNATION -  GAITHER 2 CAP
 BW0666  PID         -  BW0666
 BW0666  STATE/COUNTY-  LA/CONCORDIA
 BW0666  USGS QUAD   -  NATCHEZ (1976)
 BW0666
 BW0666                         *CURRENT SURVEY CONTROL
 BW0666  ___________________________________________________________________
 BW0666* NAD 83(1986)-  31 33 04.     (N)    091 26 46.     (W)     SCALED    
 BW0666* NAVD 88     -        19.73   (+/-2cm)      64.7    (feet)  VERTCON   
 BW0666  ___________________________________________________________________
 BW0666  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0666
 BW0666  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0666
 BW0666.The horizontal coordinates were scaled from a topographic map and have
 BW0666.an estimated accuracy of +/- 6 seconds.
 BW0666
 BW0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0666.The vertical order pertains to the NGVD 29 superseded value.
 BW0666
 BW0666.The geoid height was determined by GEOID03.
 BW0666
 BW0666;                    North         East    Units  Estimated Accuracy
 BW0666;SPC LA N     -   117,030.    1,100,060.      MT  (+/- 180 meters Scaled)
 BW0666
 BW0666                          SUPERSEDED SURVEY CONTROL
 BW0666
 BW0666  NGVD 29 (??/??/92)   19.73   (m)           64.7    (f) COMPUTED    1 2
 BW0666
 BW0666.Superseded values are not recommended for survey control.
 BW0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0666.See file dsdata.txt to determine how the superseded data were derived.
 BW0666
 BW0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ474917(NAD 83)
 BW0666_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0666_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0666_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0666_STAMPING: GAITHER 2 1937
 BW0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0666
 BW0666  HISTORY     - Date     Condition        Report By
 BW0666  HISTORY     - 1937     MONUMENTED       DOD
 BW0666  HISTORY     - 1966     GOOD             NGS
 BW0666
 BW0666                          STATION DESCRIPTION
 BW0666
 BW0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0666'1.75 MI SW FROM VIDALIA.
 BW0666'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0666'AT VIDALIA, THENCE 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 131, 29
 BW0666'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 88 1/2 FEET WEST OF A
 BW0666'POWER POLE BEARING A TRANSFORMER, 76 1/2 FEET WEST OF A GAS METER, 69
 BW0666'1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK TENANT
 BW0666'HOUSE, 46 FEET SOUTH OF A 12-INCH ELM TREE, 2.0 FEET NORTHEAST OF A
 BW0666'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, A
 BW0666'4-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 26 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2727 ***********************************************************************
 BX2727  DESIGNATION -  GALBIRTH
 BX2727  PID         -  BX2727
 BX2727  STATE/COUNTY-  LA/NATCHITOCHES
 BX2727  USGS QUAD   -  LENA (1992)
 BX2727
 BX2727                         *CURRENT SURVEY CONTROL
 BX2727  ___________________________________________________________________
 BX2727* NAD 83(1992)-  31 28 59.79399(N)    092 49 12.87993(W)     ADJUSTED  
 BX2727* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 BX2727  ___________________________________________________________________
 BX2727  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BX2727  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2727
 BX2727  HORZ ORDER  -  FIRST
 BX2727
 BX2727.The horizontal coordinates were established by classical geodetic methods
 BX2727.and adjusted by the National Geodetic Survey in January 1993..
 BX2727
 BX2727.The orthometric height was scaled from a topographic map.
 BX2727
 BX2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2727
 BX2727.The geoid height was determined by GEOID03.
 BX2727
 BX2727;                    North         East     Units Scale Factor Converg.
 BX2727;SPC LA N     -   109,066.272   969,572.392   MT  0.99994330   -0 10 09.5
 BX2727;SPC LA N     -   357,828.26  3,181,005.42   sFT  0.99994330   -0 10 09.5
 BX2727;UTM  15      - 3,483,177.064   517,073.417   MT  0.99960360   +0 05 38.0
 BX2727
 BX2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2727!SPC LA N     -   0.99999687  x   0.99994330  =   0.99994017
 BX2727!UTM  15      -   0.99999687  x   0.99960360  =   0.99960047
 BX2727
 BX2727|---------------------------------------------------------------------|
 BX2727| PID    Reference Object                     Distance      Geod. Az  |
 BX2727|                                                           dddmmss.s |
 BX2727| CY3616 GALBIRTH RM                          12.855 METERS 19436     |
 BX2727|---------------------------------------------------------------------|
 BX2727
 BX2727                          SUPERSEDED SURVEY CONTROL
 BX2727
 BX2727  NAD 83(1986)-  31 28 59.81593(N)    092 49 12.87349(W) AD(       ) 1
 BX2727  NAD 27      -  31 28 59.19527(N)    092 49 12.31752(W) AD(       ) 1
 BX2727
 BX2727.Superseded values are not recommended for survey control.
 BX2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2727.See file dsdata.txt to determine how the superseded data were derived.
 BX2727
 BX2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1707383177(NAD 83)
 BX2727_MARKER: DS = TRIANGULATION STATION DISK
 BX2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2727
 BX2727  HISTORY     - Date     Condition        Report By
 BX2727  HISTORY     - 1919     MONUMENTED       CGS
 BX2727  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2727  HISTORY     - 1936     MARK NOT FOUND   LAGS
 BX2727
 BX2727                          STATION DESCRIPTION
 BX2727
 BX2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2727'STATION IS ON THE TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ABOUT
 BX2727'1/2 MILE W OF GALBRAITH SWITCH, 4.1 METERS (13 FEET) N OF CENTER
 BX2727'LINE OF MAIN TRACK.
 BX2727'
 BX2727'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2727'DISKS SET IN CONCRETE.
 BX2727'
 BX2727'REFERENCE MARK IS 12.855 METERS (42.18 FEET) FROM STATION,
 BX2727'S 14 DEG 36 MIN W.
 BX2727
 BX2727                          STATION RECOVERY (1935)
 BX2727
 BX2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2727'STATION SEARCHED FOR BUT NOT RECOVERED.  CONSIDERABLE FILLING
 BX2727'AND DRAINAGE DIGGING HAS BEEN DONE AND STATION MAY HAVE BEEN
 BX2727'DUG OUT.  REFERENCE MARK NOT RECOVERED.
 BX2727
 BX2727                          STATION RECOVERY (1936)
 BX2727
 BX2727'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2727'APPROXIMATELY THREE HOURS WAS SPENT IN TRYING TO RECOVER THIS
 BX2727'STATION BUT IT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3306 ***********************************************************************
 CQ3306  DESIGNATION -  GALILEE
 CQ3306  PID         -  CQ3306
 CQ3306  STATE/COUNTY-  LA/CADDO
 CQ3306  USGS QUAD   -  GILLIAM (1971)
 CQ3306
 CQ3306                         *CURRENT SURVEY CONTROL
 CQ3306  ___________________________________________________________________
 CQ3306* NAD 83(1992)-  32 50 47.46515(N)    093 51 37.06294(W)     ADJUSTED  
 CQ3306* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 CQ3306  ___________________________________________________________________
 CQ3306  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CQ3306  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CQ3306
 CQ3306  HORZ ORDER  -  THIRD
 CQ3306
 CQ3306.The horizontal coordinates were established by classical geodetic methods
 CQ3306.and adjusted by the National Geodetic Survey in September 1999..
 CQ3306
 CQ3306.The orthometric height was scaled from a topographic map.
 CQ3306
 CQ3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3306
 CQ3306.The geoid height was determined by GEOID03.
 CQ3306
 CQ3306;                    North         East     Units Scale Factor Converg.
 CQ3306;SPC LA N     -   260,982.159   872,653.881   MT  1.00004596   -0 43 09.1
 CQ3306;SPC LA N     -   856,238.97  2,863,031.94   sFT  1.00004596   -0 43 09.1
 CQ3306;UTM  15      - 3,634,599.967   419,494.690   MT  0.99967991   -0 27 59.9
 CQ3306
 CQ3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3306!SPC LA N     -   0.99999503  x   1.00004596  =   1.00004098
 CQ3306!UTM  15      -   0.99999503  x   0.99967991  =   0.99967494
 CQ3306
 CQ3306|---------------------------------------------------------------------|
 CQ3306| PID    Reference Object                     Distance      Geod. Az  |
 CQ3306|                                                           dddmmss.s |
 CQ3306| CX5862 GALILEE RM 1                          6.682 METERS 05517     |
 CQ3306| CX5863 GALILEE RM 2                          6.950 METERS 14717     |
 CQ3306| CQ3307 GILLIAM                             APPROX. 1.0 KM 2595232.5 |
 CQ3306|---------------------------------------------------------------------|
 CQ3306
 CQ3306                          SUPERSEDED SURVEY CONTROL
 CQ3306
 CQ3306  NAD 83(1992)-  32 50 47.46773(N)    093 51 37.05967(W) AD(       ) 3
 CQ3306  NAD 83(1992)-  32 50 47.46860(N)    093 51 37.05734(W) AD(       ) 3
 CQ3306  NAD 83(1986)-  32 50 47.47680(N)    093 51 37.05229(W) AD(       ) 3
 CQ3306  NAD 27      -  32 50 46.97600(N)    093 51 36.40800(W) AD(       ) 3
 CQ3306
 CQ3306.Superseded values are not recommended for survey control.
 CQ3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3306.See file dsdata.txt to determine how the superseded data were derived.
 CQ3306
 CQ3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1949534600(NAD 83)
 CQ3306_MARKER: DS = TRIANGULATION STATION DISK
 CQ3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3306
 CQ3306  HISTORY     - Date     Condition        Report By
 CQ3306  HISTORY     - 1950     MONUMENTED       CGS
 CQ3306  HISTORY     - 1950     GOOD             CGS
 CQ3306  HISTORY     - 19700114 GOOD             USGS
 CQ3306  HISTORY     - 19941029 MARK NOT FOUND   USPSQD
 CQ3306
 CQ3306                          STATION DESCRIPTION
 CQ3306
 CQ3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3306'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH AND 1.0 MILE
 CQ3306'WEST OF GILLIAM, 2-1/2 MILES SOUTH AND 3/4 MILE EAST OF HOSSTON ON
 CQ3306'THE EAST SIDE OF U.S. HIGHWAY NO 71 BETWEEN THE HIGHWAY AND THE
 CQ3306'RAILROAD TRACKS AND JUST SOUTHEAST OF THE GALILEE SCHOOL HOUSE.
 CQ3306'IT IS 36 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO 71 AND 39.5
 CQ3306'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.  IT IS
 CQ3306'STAMPED GALILEE 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 CQ3306'
 CQ3306'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 18 FEET
 CQ3306'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.  IT IS STAMPED
 CQ3306'GALILEE NO 1 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 CQ3306'
 CQ3306'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 36 FEET EAST
 CQ3306'OF THE CENTER OF U.S. HIGHWAY NO 71.  IT IS STAMPED GALILEE
 CQ3306'NO 2 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 CQ3306'
 CQ3306'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 32.19 FEET.
 CQ3306'
 CQ3306'THE U.S. ENGINEERS MARK GILLIAM WAS USED AS THE AZIMUTH MARK.
 CQ3306'IT IS ABOUT 0.6 MILE WEST-SOUTHWEST OF THE STATION, 30 FEET
 CQ3306'SOUTH OF THE CENTER OF GRADED ROAD AND 15 FEET NORTH OF THE
 CQ3306'NORTHWEST CORNER OF FARM HOUSE.  IT IS A U.S. ENGINEER BENCH
 CQ3306'MARK CAP RIVETED ON THE TOP OF A 3 INCH IRON PIPE PROJECTING
 CQ3306'6 INCHES AND STAMPED P.A.P. GILLIAM.  TO REACH FROM THE STATION,
 CQ3306'GO WEST ON GRADED ROAD FOR 0.55 MILE TO FARM HOUSE ON THE LEFT
 CQ3306'AND MARK AS DESCRIBED.
 CQ3306'
 CQ3306'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 CQ3306'NO 71 IN GILLIAM, GO NORTH ON U.S. HIGHWAY NO 71 FOR 1.7
 CQ3306'MILES TO T-ROAD LEFT AND SCHOOL HOUSE IN THE NORTHWEST ANGLE
 CQ3306'AND STATION ON THE RIGHT AS DESCRIBED.
 CQ3306'
 CQ3306'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 CQ3306
 CQ3306                          STATION RECOVERY (1950)
 CQ3306
 CQ3306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 CQ3306'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 CQ3306'WERE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 CQ3306'WITH THE EXCEPTION OF THE DISTANCE BETWEEN THE STATION AND
 CQ3306'THE UNITED STATES ENGINEER DEPARTMENT STATION GILLIAM.  THE
 CQ3306'DISTANCE SHOWN BELOW WAS DETERMINED BY A MEASUREMENT WITH A
 CQ3306'300 FOOT STEEL TAPE AND IT FAILED TO AGREE BY APPROXIMATELY
 CQ3306'30 METERS WITH THE ORIGINAL DISTANCE.
 CQ3306'
 CQ3306'CHECK DISTANCE WITH THE 300 FOOT STEEL TAPE- 3140.1 FEET.
 CQ3306'THE ORIGINAL TRAVERSE DISTANCE- 3041.60 FEET.
 CQ3306'
 CQ3306'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 CQ3306'STAMPED GALILEE 1950.
 CQ3306'
 CQ3306'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND THE DISK
 CQ3306'IS STAMPED GALILEE NO 1 1950.
 CQ3306'
 CQ3306'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND THE DISK
 CQ3306'IS STAMPED GALILEE NO 2 1950.
 CQ3306'
 CQ3306'THE UNITED STATES ENGINEER MARK GILLIAM (AZ. MK.) IS A BRONZE
 CQ3306'CAP FASTENED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 6
 CQ3306'INCHES.  THE CAP IS STAMPED GILLIAM P.A.P.
 CQ3306'
 CQ3306'ALL THE MARKS WITH THE EXCEPTION OF THE USE MARK ARE STANDARD
 CQ3306'DISKS SET IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 CQ3306
 CQ3306                          STATION RECOVERY (1970)
 CQ3306
 CQ3306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 CQ3306'RECOVERED IN GOOD CONDITION.
 CQ3306
 CQ3306                          STATION RECOVERY (1994)
 CQ3306
 CQ3306'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4327 ***********************************************************************
 BJ4327  DESIGNATION -  GALVA
 BJ4327  PID         -  BJ4327
 BJ4327  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4327  USGS QUAD   -  MANCHAC (1979)
 BJ4327
 BJ4327                         *CURRENT SURVEY CONTROL
 BJ4327  ___________________________________________________________________
 BJ4327* NAD 83(1992)-  30 16 45.82621(N)    090 24 00.03253(W)     ADJUSTED  
 BJ4327* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BJ4327  ___________________________________________________________________
 BJ4327  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4327  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ4327
 BJ4327  HORZ ORDER  -  FIRST
 BJ4327
 BJ4327.The horizontal coordinates were established by classical geodetic methods
 BJ4327.and adjusted by the National Geodetic Survey in January 1993..
 BJ4327
 BJ4327.The orthometric height was scaled from a topographic map.
 BJ4327
 BJ4327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4327
 BJ4327.The geoid height was determined by GEOID03.
 BJ4327
 BJ4327;                    North         East     Units Scale Factor Converg.
 BJ4327;SPC LA S     -   197,602.325 1,089,793.058   MT  0.99993751   +0 28 00.0
 BJ4327;SPC LA S     -   648,300.29  3,575,429.39   sFT  0.99993751   +0 28 00.0
 BJ4327;UTM  15      - 3,352,607.824   750,100.189   MT  1.00037175   +1 18 41.9
 BJ4327
 BJ4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4327!SPC LA S     -   1.00000388  x   0.99993751  =   0.99994139
 BJ4327!UTM  15      -   1.00000388  x   1.00037175  =   1.00037563
 BJ4327
 BJ4327|---------------------------------------------------------------------|
 BJ4327| PID    Reference Object                     Distance      Geod. Az  |
 BJ4327|                                                           dddmmss.s |
 BJ4327| BJ1522 GALVA 2                              52.138 METERS 07730     |
 BJ4327| BJ4325 PASS MANCHAC LIGHTHOUSE             APPROX.10.0 KM 0785313.2 |
 BJ4327| BJ1521 GALVA RM 1                           37.336 METERS 08418     |
 BJ4327| CW1391 GALVA RM 2                           58.217 METERS 15244     |
 BJ4327| CW1390 GALVA AZ MK                                        1621325.3 |
 BJ4327| BJ1519 GALVA AZ MK RESET                   APPROX. 0.6 KM 1644628.9 |
 BJ4327|---------------------------------------------------------------------|
 BJ4327
 BJ4327                          SUPERSEDED SURVEY CONTROL
 BJ4327
 BJ4327  NAD 83(1986)-  30 16 45.84190(N)    090 24 00.03213(W) AD(       ) 1
 BJ4327  NAD 27      -  30 16 45.13423(N)    090 23 59.72943(W) AD(       ) 1
 BJ4327
 BJ4327.Superseded values are not recommended for survey control.
 BJ4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4327.See file dsdata.txt to determine how the superseded data were derived.
 BJ4327
 BJ4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5010052608(NAD 83)
 BJ4327_MARKER: DS = TRIANGULATION STATION DISK
 BJ4327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4327
 BJ4327  HISTORY     - Date     Condition        Report By
 BJ4327  HISTORY     - 1939     MONUMENTED       CGS
 BJ4327  HISTORY     - 1953     GOOD             CGS
 BJ4327  HISTORY     - 1954     GOOD             CGS
 BJ4327  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ4327
 BJ4327                          STATION DESCRIPTION
 BJ4327
 BJ4327'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4327'THE STATION IS ABOUT 0.7 MILE S OF THE MANCHAC RAILROAD
 BJ4327'STATION.  740 FEET S OF THE S END OF THE RAILING ON THE MANCHAC
 BJ4327'HIGHWAY BRIDGE.  130 FEET W OF THE CENTER OF THE PAVING OF
 BJ4327'U.S. HIGHWAY 51.  37 FEET W OF THE W BANK OF THE CANAL.  34
 BJ4327'FEET E OF THE NE CORNER OF A HOUSE.  AND 14 FEET S OF A
 BJ4327'PICKET FENCE.  THE MARK PROJECTS ABOUT 6
 BJ4327'INCHES ABOVE GROUND AND IS STAMPED GALVA 1939.
 BJ4327'
 BJ4327'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4327'BRONZE DISKS SET IN CONCRETE.
 BJ4327'
 BJ4327'REFERENCE MARK NO. 1 IS 122.50 FEET, (37.338 METERS), E OF THE
 BJ4327'STATION, ON THE E SIDE OF THE CANAL.  27 FEET W OF THE CENTER
 BJ4327'OF THE PAVEMENT.  AND 758 FEET S OF THE S RAIL OF THE MANCHAC
 BJ4327'HIGHWAY BRIDGE.  THE MARK PROJECTS 2 INCHES ABOVE
 BJ4327'GROUND AND IS STAMPED GALVA NO. 1 1939.
 BJ4327'
 BJ4327'REFERENCE MARK NO. 2 IS 191.00 FEET, (58.217 METERS), S OF
 BJ4327'THE STATION AND 16 FEET W OF THE W BANK OF THE CANAL.  THE
 BJ4327'MARK PROJECTS 8 INCHES ABOVE GROUND AND IS STAMPED
 BJ4327'GALVA NO. 2 1939.
 BJ4327'
 BJ4327'THE AZIMUTH MARK IS ABOUT 0.25 MILE S BY E OF THE STATION.
 BJ4327'17 FEET E OF THE CENTER OF THE PAVEMENT OF U.S. HIGHWAY 51.
 BJ4327'172 FEET S OF THE CENTER OF A HIGHWAY BRIDGE.  THE MARK
 BJ4327'PROJECTS 2 INCHES ABOVE GROUND AND IS STAMPED GALVA 1939.
 BJ4327'
 BJ4327'ALL 4 OF THE MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS
 BJ4327'PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND.
 BJ4327'
 BJ4327'A 113-FOOT TOWER AT GALVA WILL SEE A 126-FOOT LIGHT AT RUDDOCK.
 BJ4327'
 BJ4327'A 113-FOOT TOWER AT GALVA WILL SEE A 126-FOOT LIGHT AT MAUREPAS.
 BJ4327'
 BJ4327'A 113-FOOT TOWER AT GALVA WILL SEE A 113-FOOT LIGHT AT SHARP.
 BJ4327'
 BJ4327'A 113-FOOT TOWER AT GALVA WILL SEE A 113-FOOT LIGHT AT ROME.
 BJ4327'
 BJ4327'A 113-FOOT TOWER AT GALVA WILL SEE A 113-FOOT LIGHT AT
 BJ4327'RATHBOURNE.
 BJ4327'
 BJ4327'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BJ4327
 BJ4327                          STATION RECOVERY (1953)
 BJ4327
 BJ4327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4327'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BJ4327'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE MEASUREMENT
 BJ4327'OF REFERENCE MARK NO. 2 COULD NOT BE CHECKED DUE TO A BOAT
 BJ4327'HOUSE BEING IN LINE AND THE 1939 MEASUREMENT WAS ACCEPTED AS
 BJ4327'CORRECT.  A DISCREPANCY WAS FOUND IN THE DIRECTION OF BOTH
 BJ4327'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.  THE 1939
 BJ4327'AZIMUTH MARK WAS FOUND, BUT THE TOP OF THE MARK HAD BEEN
 BJ4327'BROKEN OFF AND THE DISK COULD NOT BE RECOVERED.  THE MARK
 BJ4327'HAD EVIDENTLY BEEN BROKEN AND DESTROYED BY HEAVY ROAD
 BJ4327'MACHINERY.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 BJ4327'
 BJ4327'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BJ4327'
 BJ4327'THE STATION IS LOCATED IN THE YARD OF MR. MAYHEW MILLET, ABOUT
 BJ4327'0.7 MILE SOUTH OF THE ILLINOIS-CENTRAL RAILROAD DEPOT IN
 BJ4327'MANCHAC, 740 FEET SOUTH OF THE SOUTH END OF THE MANCHAC
 BJ4327'SWINGING BRIDGE, 150.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 BJ4327'NO. 51, 34.0 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE,
 BJ4327'32.0 FEET WEST OF THE WEST BANK OF A CANAL AND 14.0 FEET
 BJ4327'SOUTH OF A PICKET FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED
 BJ4327'GALVA 1939.
 BJ4327'
 BJ4327'REFERENCE MARK NO. 1 IS ABOUT 758 FEET SOUTH OF THE SOUTH
 BJ4327'END OF THE MANCHAC SWINGING BRIDGE, 27.0 FEET WEST OF THE
 BJ4327'CENTER OF U.S. HIGHWAY NO. 51, 25.0 FEET SOUTH OF A SYCAMORE
 BJ4327'TREE AND 8.0 FEET EAST OF THE EAST EDGE OF A CANAL.  IT PROJECTS
 BJ4327'3 INCHES AND IS STAMPED GALVA NO 1 1939.
 BJ4327'
 BJ4327'REFERENCE MARK NO. 2 IS 63.0 FEET EAST OF THE NORTHEAST CORNER
 BJ4327'OF A HOUSE, 52.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A BOAT
 BJ4327'HOUSE AND 16.0 FEET WEST OF THE WEST BANK OF A CANAL.  IT
 BJ4327'PROJECTS 6 INCHES AND IS STAMPED GALVA NO 2 1939.
 BJ4327'
 BJ4327'THE AZIMUTH MARK IS ABOUT 32 YARDS WEST OF TELEPHONE POLE NO.
 BJ4327'582, 27.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 51
 BJ4327'AND 15.0 FEET EAST OF THE EAST EDGE OF A CANAL.  IT PROJECTS
 BJ4327'4 INCHES AND IS STAMPED GALVA 1939 RESET 1953.
 BJ4327'
 BJ4327'TO REACH THE STATION FROM THE ILLINOIS-CENTRAL RAILROAD
 BJ4327'DEPOT IN MANCHAC, GO SOUTH ON U.S. HIGHWAY NO. 51 FOR 0.7 MILE TO
 BJ4327'A BOAT DOCK ON THE RIGHT.  HERE CROSS THE CANAL BY BOAT
 BJ4327'AND THE STATION IN MR. MAYHEW MILLETS YARD AS DESCRIBED.
 BJ4327'
 BJ4327'TO REACH THE AZIMUTH FROM THE BOAT DOCK ON THE EAST SIDE
 BJ4327'OF THE CANAL, GO SOUTH ON U.S. HIGHWAY NO. 51 FOR 0.35 MILE
 BJ4327'AND THE MARK ON THE RIGHT AS DESCRIBED.
 BJ4327
 BJ4327                          STATION RECOVERY (1954)
 BJ4327
 BJ4327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4327'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BJ4327'CONDITION.  THE 1953 RECOVERY NOTE BY R.L.E. IS ADEQUATE.
 BJ4327
 BJ4327                          STATION RECOVERY (1955)
 BJ4327
 BJ4327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4327'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BJ4327'CONDITION.  THE 1939 AZIMUTH MARK WAS NOT FOUND.  IN THE
 BJ4327'PROCESS OF BUILDING A NEW BRIDGE OVER PASS MANCHAC AND NEW
 BJ4327'APPROACHES TO THE BRIDGE, THE LOUISIANA STATE HIGHWAY DEPARTMENT
 BJ4327'REQUESTED THE STATION MARK AND REFERENCE MARK NO. 2 BE MOVED.
 BJ4327'A NEW STATION GALVA 2 1955, WAS ESTABLISHED BY TRAVERSE, 52.136
 BJ4327'METERS EAST OF THE STATION, ON THE EAST SHOULDER OF THE OLD
 BJ4327'U.S. HIGHWAY 51.  REFERENCE MARK NO. 1 AND THE 1953 AZIMUTH
 BJ4327'MARK WERE LEFT IN THEIR ORIGINAL POSITIONS.  REFERENCE MARK
 BJ4327'NO. 2 AND THE STATION SURFACE MARK WERE DESTROYED AND THE
 BJ4327'DISKS RECLAIMED.  THE STATION SUB-SURFACE MARK WAS LEFT
 BJ4327'INTACT, BUT MAY BE DESTROYED OR BURIED AT A LATER DATE WHEN
 BJ4327'THE HIGHWAY IS COMPLETED.  IT IS 150 FEET WEST OF THE
 BJ4327'CENTERLINE OF THE OLD U.S. HIGHWAY 51 AND 18 FEET WEST OF
 BJ4327'THE PROJECTED CENTERLINE OF THE NEW BRIDGE OVER PAS MANCHAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1522 ***********************************************************************
 BJ1522  TIDAL BM    -  This is a Tidal Bench Mark.
 BJ1522  DESIGNATION -  GALVA 2
 BJ1522  PID         -  BJ1522
 BJ1522  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1522  USGS QUAD   -  MANCHAC (1979)
 BJ1522
 BJ1522                         *CURRENT SURVEY CONTROL
 BJ1522  ___________________________________________________________________
 BJ1522* NAD 83(1992)-  30 16 46.19275(N)    090 23 58.12797(W)     ADJUSTED  
 BJ1522* NAVD 88     -         1.585  (meters)       5.20   (feet)  ADJUSTED  
 BJ1522  ___________________________________________________________________
 BJ1522  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ1522  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ1522  DYNAMIC HT  -           1.583 (meters)       5.19  (feet)  COMP
 BJ1522  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BJ1522
 BJ1522  HORZ ORDER  -  SECOND
 BJ1522  VERT ORDER  -  FIRST     CLASS I
 BJ1522
 BJ1522.The horizontal coordinates were established by classical geodetic methods
 BJ1522.and adjusted by the National Geodetic Survey in January 1993..
 BJ1522
 BJ1522.The orthometric height was determined by differential leveling
 BJ1522.and adjusted by the National Geodetic Survey in February 1994..
 BJ1522
 BJ1522.This Tidal Bench Mark is designated as VM 11372
 BJ1522.by the Center for Operational Oceanographic Products and Services.
 BJ1522
 BJ1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1522
 BJ1522.The geoid height was determined by GEOID03.
 BJ1522
 BJ1522.The dynamic height is computed by dividing the NAVD 88
 BJ1522.geopotential number by the normal gravity value computed on the
 BJ1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1522.degrees latitude (g = 980.6199 gals.).
 BJ1522
 BJ1522.The modeled gravity was interpolated from observed gravity values.
 BJ1522
 BJ1522;                    North         East     Units Scale Factor Converg.
 BJ1522;SPC LA S     -   197,614.026 1,089,843.863   MT  0.99993752   +0 28 01.0
 BJ1522;SPC LA S     -   648,338.68  3,575,596.07   sFT  0.99993752   +0 28 01.0
 BJ1522;UTM  15      - 3,352,620.278   750,150.838   MT  1.00037206   +1 18 42.9
 BJ1522
 BJ1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1522!SPC LA S     -   1.00000394  x   0.99993752  =   0.99994146
 BJ1522!UTM  15      -   1.00000394  x   1.00037206  =   1.00037600
 BJ1522
 BJ1522:                Primary Azimuth Mark                     Grid Az
 BJ1522:SPC LA S     -  GALVA AZ MK RESET                        169 29 45.0
 BJ1522:UTM  15      -  GALVA AZ MK RESET                        168 39 03.1
 BJ1522
 BJ1522|---------------------------------------------------------------------|
 BJ1522| PID    Reference Object                     Distance      Geod. Az  |
 BJ1522|                                                           dddmmss.s |
 BJ1522| BJ1519 GALVA AZ MK RESET                   APPROX. 0.6 KM 1695746.0 |
 BJ1522| BJ1521 GALVA RM 1                           15.701 METERS 24108     |
 BJ1522| AE6861 GALVA 2 RM 5                         12.226 METERS 24920     |
 BJ1522| BJ4327 GALVA                                52.138 METERS 25730     |
 BJ1522| BJ4328 GALVA 2 1955 ECC                    105.823 METERS 30933     |
 BJ1522| CW1392 GALVA 2 RM 4                         62.292 METERS 32346     |
 BJ1522| BJ1523 GALVA 2 RM 3                         17.407 METERS 33814     |
 BJ1522|---------------------------------------------------------------------|
 BJ1522
 BJ1522                          SUPERSEDED SURVEY CONTROL
 BJ1522
 BJ1522  NAD 83(1986)-  30 16 46.20847(N)    090 23 58.12753(W) AD(       ) 2
 BJ1522  NAD 27      -  30 16 45.50047(N)    090 23 57.82502(W) AD(       ) 2
 BJ1522  NAVD 88 (06/15/91)    1.729  (m)            5.67   (f) UNKNOWN     1 1
 BJ1522  NGVD 29 (??/??/??)    1.715  (m)            5.63   (f) ADJUSTED    1 1
 BJ1522
 BJ1522.Superseded values are not recommended for survey control.
 BJ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1522.See file dsdata.txt to determine how the superseded data were derived.
 BJ1522
 BJ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5015152620(NAD 83)
 BJ1522_MARKER: DS = TRIANGULATION STATION DISK
 BJ1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1522_SP_SET: CONCRETE POST
 BJ1522_STAMPING: GALVA 2 1955
 BJ1522_MARK LOGO: CGS   
 BJ1522_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1522+STABILITY: SURFACE MOTION
 BJ1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1522+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1992
 BJ1522
 BJ1522  HISTORY     - Date     Condition        Report By
 BJ1522  HISTORY     - 1955     MONUMENTED       CGS
 BJ1522  HISTORY     - 1964     GOOD             CGS
 BJ1522  HISTORY     - 1969     GOOD             CGS
 BJ1522  HISTORY     - 1969     GOOD             CGS
 BJ1522  HISTORY     - 1973     GOOD             NGS
 BJ1522  HISTORY     - 1973     GOOD             NGS
 BJ1522  HISTORY     - 1986     GOOD             NGS
 BJ1522  HISTORY     - 19920618 GOOD             NGS
 BJ1522
 BJ1522                          STATION DESCRIPTION
 BJ1522
 BJ1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ1522'THE STATION IS LOCATED 0.7 MILE SOUTH OF THE ILLINOIS CENTRAL
 BJ1522'RAILROAD STATION IN MANCHAC AND 10.9 MILE SOUTH ALONG U.S.
 BJ1522'HIGHWAY 51 FROM THE RAILROAD STATION IN PONCHATOULA, ON THE
 BJ1522'EAST SHOULDER OF OLD U.S. HIGHWAY 51, 236 PACES SOUTH OF THE
 BJ1522'SOUTH END OF THE OLD BRIDGE OVER PASS MANCHAC, AND BETWEEN THE
 BJ1522'HIGHWAY AND THE RAILROAD TRACKS.  IT IS 15.5 FEET SOUTHEAST
 BJ1522'OF A POWER POLE WITH A STREET LIGHT (FIRST STREET LIGHT
 BJ1522'SOUTH OF THE BRIDGE), 27.5 FEET SOUTHEAST OF THE SOUTHEAST
 BJ1522'CORNER OF THE HOUSE OCCUPIED BY MISS MORAN, 15 FEET
 BJ1522'WEST-NORTHWEST OF THE HOUSE OCCUPIED BY MR. BATES, 108 FEET
 BJ1522'SOUTH OF A SYCAMORE TREE (FIRST TREE SOUTH OF THE BRIDGE ON
 BJ1522'THE EAST SIDE OF THE ROAD) AND 23 FEET EAST OF THE
 BJ1522'CENTERLINE OF OLD U.S. HIGHWAY 51.  IT IS A STANDARD DISK,
 BJ1522'STAMPED GALVA 2 1955, PROJECTING 3 INCHES.
 BJ1522'
 BJ1522'REFERENCE MARK NO. 1 IS 51.53 FEET WEST-SOUTHWEST OF THE STATION.
 BJ1522'(THIS MARK WAS R.M. NO. 1 FOR GALVA 1939.  AN ARROW WAS CHISELED
 BJ1522'IN THE MARK TO POINT TO GALVA 2) IT IS 27 FEET WEST OF THE
 BJ1522'CENTERLINE OF THE OLD HIGHWAY AND 1.5 FEET SOUTH OF A WITNESS
 BJ1522'POST, ON THEPROJECTED TANGENT OF THE NORTH SIDE OF THE GREEN
 BJ1522'HOUSE OCCUPIED BY MR. GATES.  IT IS A STANDARD DISK, STAMPED
 BJ1522'GALVA NO 1 1939, PROJECTING 10 INCHES.
 BJ1522'
 BJ1522'REFERENCE MARK NO. 3 IS 57.13 FEET NORTH OF THE STATION, 52
 BJ1522'FEET SOUTH OF THE SYCAMORE TREE, 23.5 FEET EAST OF THE CENTERLINE
 BJ1522'OF THE OLD HIGHWAY, 4 FEET NORTH OF THE PROJECTED TANGENT
 BJ1522'OF THE NORTH SIDE OF THE HOUSE OCCUPIED BY MISS MORAN AND 44
 BJ1522'FEET NORTH-NORTHWEST OF THE POWER POLE AND STREET LIGHT.
 BJ1522'IT IS A STANDARD DISK, STAMPED GALVA 2 1955, PROJECTING
 BJ1522'2 INCHES.
 BJ1522'
 BJ1522'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 81.55 FEET.
 BJ1522'
 BJ1522'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 27 FEET
 BJ1522'WEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 15 FEET EAST OF THE
 BJ1522'EAST EDGE OF THE CANAL, 65 FEET WEST OF TELEGRAPH POLE 587,
 BJ1522'69 FEET WEST-SOUTHWEST OF TELEGRAPH POLE NO. 582 AND OPPOSITE
 BJ1522'A HAND CAR SETOUT ON THE RAILROAD TRACK.  IT IS ABOUT 2 FEET
 BJ1522'BELOW THE LEVEL OF THE ROAD.  IT IS A STANDARD DISK, STAMPED
 BJ1522'GALVA 1939 RESET 1953, PROJECTING 6 INCHES.
 BJ1522'
 BJ1522'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD
 BJ1522'STATION IN PONCHATOULA, GO SOUTH, PARALLELING THE TRACK FOR
 BJ1522'10.9 MILE TO THE MARK ON THE LEFT, ABOUT 236 PACES SOUTH
 BJ1522'OF THE SOUTH END OF THE BRIDGE OVER PASS MANCHAC.
 BJ1522
 BJ1522                          STATION RECOVERY (1964)
 BJ1522
 BJ1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1522'THE STATION, REFERENCE MARK NO. 1 AND 3 AND THE AZIMUTH MARK
 BJ1522'WERE ALL RECOVERED.  THE STATION MAY BE REACHED BY GOING
 BJ1522'0.3 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1522'DRAWBRIDGE AT MANCHAC, THENCE 0.05 MILE WEST CROSS-COUNTRY,
 BJ1522'THENCE 0.15 MILE SOUTH ALONG OLD U.S. HIGHWAY 51, 236 YARDS
 BJ1522'SOUTH OF THE SOUTH END OF THE FORMER BRIDGE OVER MANCHAC
 BJ1522'PASS, 23.2 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 BJ1522'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 BJ1522'LEVEL OF THE GROUND, REFERENCE MARK NO. 1 IS 51.5 FEET WEST
 BJ1522'OF AND ACROSS OLD HIGHWAY FROM STATION, 28 FEET WEST OF
 BJ1522'CENTER LINE OF OLD HIGHWAY, 1 FOOT SOUTH OF A WOODEN
 BJ1522'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET
 BJ1522'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH,
 BJ1522'REFERENCE MARK NO. 3 IS 57.1 FEET NORTH OF THE STATION, 23
 BJ1522'FEET EAST OF THE CENTER LINE OF OLD HIGHWAY, SET IN THE TOP
 BJ1522'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  THE
 BJ1522'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH OF THE STATION, 27
 BJ1522'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 51, 250
 BJ1522'FEET WEST OF ICRR TRACK, 65 FEET WEST OF POLE NO. 15807,
 BJ1522'69 FEET WEST-SOUTHWEST OF POLE NO. 15806, 0.8 FOOT WEST OF
 BJ1522'A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BJ1522'PROJECTING 5 INCHES ABOVE GROUND.
 BJ1522
 BJ1522                          STATION RECOVERY (1969)
 BJ1522
 BJ1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BJ1522'THE STATION, RM NO. 1 AND RM NO. 3, AND GALVA AZ RESET 1953 WERE
 BJ1522'ALL FOUND IN GOOD CONDITION.  MARK DESCRIBED IN QUAD 300902 STATION
 BJ1522'1004.
 BJ1522'
 BJ1522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.2 MILE
 BJ1522'SOUTH OF MANCHAC.
 BJ1522
 BJ1522                          STATION RECOVERY (1969)
 BJ1522
 BJ1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BJ1522'IN MANCHAC.
 BJ1522'AT MANCHAC, ALONG OLD U. S. HIGHWAY 51, ABOUT 200 FEET WEST OF THE
 BJ1522'WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 0.15 MILE SOUTH OF THE
 BJ1522'SOUTH END OF THE U. S. HIGHWAY 51 BRIDGE OVER PASS MANCHAC, 27.5 FEET
 BJ1522'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE-STORY FRAME HOUSE, 15.5
 BJ1522'FEET NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY FRAME HOUSE WITH
 BJ1522'TWO DOORS ON THE WEST SIDE, 23 1/2 FEET EAST OF THE CENTER LINE OF OLD
 BJ1522'U. S. HIGHWAY 51, ABOUT LEVEL WITH THE OLD HIGHWAY AND SET IN THE TOP
 BJ1522'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 BJ1522
 BJ1522                          STATION RECOVERY (1973)
 BJ1522
 BJ1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ1522'MEASUREMENTS WERE MADE WITH A 30 METER AND A 300 FOOT TAPE
 BJ1522'HOLDING 5 AND 10 KGS. TENSION.
 BJ1522'
 BJ1522'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK
 BJ1522'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1
 BJ1522'HAS BEEN DESTROYED.  DUE TO HEAVY BRUSH AND TREES ON LINE
 BJ1522'THE AZIMUTH MARK WILL NOT SEE THE STATION.
 BJ1522'
 BJ1522'A NEW REFERENCE MARK 4 AND REFERENCE MARK 5 WAS ESTABLISHED
 BJ1522'AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ1522'
 BJ1522'THE STATION IS ABOUT 15 MILES SOUTH-SOUTHEAST OF HAMMOND,
 BJ1522'15 MILES NORTH-NORTHEAST OF LAPLACE AND 0.25 MILE SOUTH OF
 BJ1522'THE SOUTH END OF THE PASS MANCHAC BRIDGE.
 BJ1522'
 BJ1522'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND
 BJ1522'U.S. HIGHWAY 51 IN THE NORTH EDGE OF LAPLACE, GO NORTH ON U.S.
 BJ1522'HIGHWAY 51 FOR 14.0 MILES TO THE STATION ON THE RIGHT, JUST
 BJ1522'BEFORE REACHING THE BRIDGE OVER PASS MANCHAC.
 BJ1522'
 BJ1522'STATION MARKS ARE STANDARD DISKS STAMPED GALVA 2 1955.  THE
 BJ1522'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ1522'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 BJ1522'IT IS 15 FEET EAST OF A BLACK TOP ROAD, 15 FEET SOUTHEAST OF THE
 BJ1522'SOUTHEAST CORNER OF A WHITE HOUSE AND 12 FEET NORTHWEST OF
 BJ1522'THE NORTHWEST CORNER OF A WHITE HOUSE.  THE UNDERGROUND
 BJ1522'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 BJ1522'INCHES BELOW THE GROUND SURFACE.
 BJ1522'
 BJ1522'REFERENCE MARK 3, A STANDARD DISK STAMPED GALVA 2 NO 3 1955,
 BJ1522'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ1522'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 11 FEET SOUTH OF
 BJ1522'A POWERLINE POLE WITH LIGHT, 10 FEET NORTHWEST OF THE NORTHWEST
 BJ1522'CORNER OF A WHITE HOUSE AND 6 FEET EAST OF THE CENTER OF THE
 BJ1522'BLACK TOP ROAD.
 BJ1522'
 BJ1522'REFERENCE MARK 4, A STANDARD DISK STAMPED GALVA 2 1955 NO 4
 BJ1522'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ1522'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET
 BJ1522'WEST OF THE CENTER OF THE BLACK TOP ROAD AND 9 FEET EAST OF A
 BJ1522'POWERLINE POLE.
 BJ1522'
 BJ1522'REFERENCE MARK 5, A STANDARD DISK STAMPED GALVA 2 1955 NO 5 1973,
 BJ1522'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ1522'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 15 FEET WEST OF THE
 BJ1522'CENTER OF THE BLACK TOP ROAD.
 BJ1522'
 BJ1522'AZIMUTH MARK, A STANDARD DISK STAMPED GALVA 1939 RESET 1953,
 BJ1522'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 BJ1522'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 285 FEET
 BJ1522'EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, 27 FEET WEST OF
 BJ1522'A PAVED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 BJ1522'
 BJ1522'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 BJ1522'BLACK TOP ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 BJ1522'
 BJ1522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 BJ1522'SOUTH-SOUTHEAST OF HAMMOND.
 BJ1522
 BJ1522                          STATION RECOVERY (1973)
 BJ1522
 BJ1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BJ1522'RECOVERED IN GOOD CONDITION.
 BJ1522
 BJ1522                          STATION RECOVERY (1986)
 BJ1522
 BJ1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1522'RECOVERED IN GOOD CONDITION.
 BJ1522
 BJ1522                          STATION RECOVERY (1992)
 BJ1522
 BJ1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1522'18.1 KM (11.25 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1522'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, 69.9 M (229.3 FT)
 BJ1522'SOUTHWEST OF THE NEAR RAIL, 17.4 M (57.1 FT) SOUTHEAST OF REFERENCE
 BJ1522'MARK 3, 8.2 M (26.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BJ1522'HOUSE, 7.3 M (24.0 FT) NORTHEAST OF A PAVED ROAD, 4.9 SOUTH-SOUTHWEST
 BJ1522'OF A 12-INCH TREE, 4.7 M (15.4 FT) NORTHWEST OF THE NORTHWEST CORNER
 BJ1522'OF A HOUSE, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, 0.3 M
 BJ1522'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH
 BJ1522'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1523 ***********************************************************************
 BJ1523  TIDAL BM    -  This is a Tidal Bench Mark.
 BJ1523  DESIGNATION -  GALVA 2 RM 3
 BJ1523  PID         -  BJ1523
 BJ1523  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1523  USGS QUAD   -  MANCHAC (1979)
 BJ1523
 BJ1523                         *CURRENT SURVEY CONTROL
 BJ1523  ___________________________________________________________________
 BJ1523* NAD 83(1986)-  30 16 47.     (N)    090 23 58.     (W)     SCALED    
 BJ1523* NAVD 88     -         1.623  (meters)       5.32   (feet)  ADJUSTED  
 BJ1523  ___________________________________________________________________
 BJ1523  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ1523  DYNAMIC HT  -           1.620 (meters)       5.32  (feet)  COMP
 BJ1523  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BJ1523
 BJ1523  VERT ORDER  -  FIRST     CLASS I
 BJ1523
 BJ1523.The horizontal coordinates were scaled from a topographic map and have
 BJ1523.an estimated accuracy of +/- 6 seconds.
 BJ1523
 BJ1523.The orthometric height was determined by differential leveling
 BJ1523.and adjusted by the National Geodetic Survey in February 1994..
 BJ1523
 BJ1523.This Tidal Bench Mark is designated as VM 11373
 BJ1523.by the Center for Operational Oceanographic Products and Services.
 BJ1523
 BJ1523.The geoid height was determined by GEOID03.
 BJ1523
 BJ1523.The dynamic height is computed by dividing the NAVD 88
 BJ1523.geopotential number by the normal gravity value computed on the
 BJ1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1523.degrees latitude (g = 980.6199 gals.).
 BJ1523
 BJ1523.The modeled gravity was interpolated from observed gravity values.
 BJ1523
 BJ1523;                    North         East    Units  Estimated Accuracy
 BJ1523;SPC LA S     -   197,640.    1,089,850.      MT  (+/- 180 meters Scaled)
 BJ1523
 BJ1523                          SUPERSEDED SURVEY CONTROL
 BJ1523
 BJ1523  NAVD 88 (06/15/91)    1.722  (m)            5.65   (f) UNKNOWN     1 1
 BJ1523  NGVD 29 (??/??/??)    1.708  (m)            5.60   (f) ADJUSTED    1 1
 BJ1523
 BJ1523.Superseded values are not recommended for survey control.
 BJ1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1523.See file dsdata.txt to determine how the superseded data were derived.
 BJ1523
 BJ1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP501526(NAD 83)
 BJ1523_MARKER: DR = REFERENCE MARK DISK
 BJ1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1523_SP_SET: CONCRETE POST
 BJ1523_STAMPING: GALVA 2 NO 3 1955
 BJ1523_MARK LOGO: CGS   
 BJ1523_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1523+STABILITY: SURFACE MOTION
 BJ1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1523+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1992
 BJ1523
 BJ1523  HISTORY     - Date     Condition        Report By
 BJ1523  HISTORY     - 1955     MONUMENTED       CGS
 BJ1523  HISTORY     - 1969     GOOD             CGS
 BJ1523  HISTORY     - 1973     GOOD             NGS
 BJ1523  HISTORY     - 1978     GOOD             USE
 BJ1523  HISTORY     - 1986     GOOD             NGS
 BJ1523  HISTORY     - 19920618 GOOD             NGS
 BJ1523
 BJ1523                          STATION DESCRIPTION
 BJ1523
 BJ1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1523'IN MANCHAC.
 BJ1523'AT MANCHAC, ALONG OLD U. S. HIGHWAY 51, ABOUT 200 FEET WEST OF THE
 BJ1523'ILLINOIS CENTRAL RAILROAD, 0.15 MILE SOUTH OF THE SOUTH END OF THE U.
 BJ1523'S. HIGHWAY 51 BRIDGE OVER PASS MANCHAC, 23 1/2 FEET EAST OF THE CENTER
 BJ1523'LINE OF OLD U. S. HIGHWAY 51, 10.3 FEET NORTHWEST OF THE NORTHWEST
 BJ1523'CORNER OF A ONE STORY FRAME HOUSE, 7 1/2 FEET SOUTHWEST OF A POWER
 BJ1523'LINE POLE WITH A TRANSFORMER, 57.2 FEET NORTH OF THE STATION MARK
 BJ1523'DESCRIBED, 81.4 FEET NORTHEAST OF AND ACROSS THE OLD HIGHWAY FROM RM 1
 BJ1523'DESCRIBED, ABOUT LEVEL WITH THE OLD HIGHWAY AND SET IN THE TOP OF A
 BJ1523'CONCRETE POST FLUSH WITH THE GROUND.
 BJ1523
 BJ1523                          STATION RECOVERY (1973)
 BJ1523
 BJ1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BJ1523'RECOVERED IN GOOD CONDITION.
 BJ1523
 BJ1523                          STATION RECOVERY (1978)
 BJ1523
 BJ1523'RECOVERY NOTE BY US ENGINEERS 1978
 BJ1523'RECOVERED IN GOOD CONDITION.
 BJ1523
 BJ1523                          STATION RECOVERY (1986)
 BJ1523
 BJ1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1523'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT GALVA
 BJ1523'RM 1 MENTIONED THEREIN NO LONGER EXISTS.  ADD--21.09 METERS (69.2 FT)
 BJ1523'NORTH-NORTHEAST OF AND ACROSS THE OLD HIGHWAY FROM GALVA 2 RM 5.
 BJ1523
 BJ1523                          STATION RECOVERY (1992)
 BJ1523
 BJ1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1523'18.1 KM (11.25 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1523'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, 69.9 M (229.3 FT)
 BJ1523'SOUTHWEST OF THE NEAR RAIL, 17.4 M (57.1 FT) NORTHWEST OF
 BJ1523'TRIANGULATION STATION GALVA 2, 7.3 M (24.0 FT) NORTHEAST OF AND LEVEL
 BJ1523'WITH THE CENTER OF A PAVED ROAD, 3.1 M (10.2 FT) WEST-NORTHWEST OF
 BJ1523'THE NORTHWEST CORNER OF A HOUSE, 2.1 M (6.9 FT) SOUTH OF A UTILITY
 BJ1523'POLE WITH A TRANSFORMER, AND THE MONUMENT PROJECTS 0.06 M (0.20 FT)
 BJ1523'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1519 ***********************************************************************
 BJ1519  DESIGNATION -  GALVA AZ MK RESET
 BJ1519  PID         -  BJ1519
 BJ1519  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1519  USGS QUAD   -  MANCHAC (1979)
 BJ1519
 BJ1519                         *CURRENT SURVEY CONTROL
 BJ1519  ___________________________________________________________________
 BJ1519* NAD 83(1992)-  30 16 27.     (N)    090 23 54.     (W)     SCALED    
 BJ1519* NAVD 88     -         0.756  (meters)       2.48   (feet)  READJUSTED
 BJ1519  ___________________________________________________________________
 BJ1519  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BJ1519  DYNAMIC HT  -           0.750 (meters)       2.46  (feet)  COMP
 BJ1519  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 BJ1519
 BJ1519  VERT ORDER  -  ?
 BJ1519
 BJ1519.The horizontal coordinates were scaled from a topographic map and have
 BJ1519.an estimated accuracy of +/- 6 seconds.
 BJ1519
 BJ1519.The orthometric height was determined by differential leveling
 BJ1519.and adjusted by the National Geodetic Survey in June 1991..
 BJ1519.The height was derived from older observations constrained to new
 BJ1519.heights in a crustal motion area.  The height is approximate in
 BJ1519.relation to other heights in its vicinity.
 BJ1519
 BJ1519.The geoid height was determined by GEOID03.
 BJ1519
 BJ1519.The dynamic height is computed by dividing the NAVD 88
 BJ1519.geopotential number by the normal gravity value computed on the
 BJ1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1519.degrees latitude (g = 980.6199 gals.).
 BJ1519
 BJ1519.The modeled gravity was interpolated from observed gravity values.
 BJ1519
 BJ1519;                    North         East    Units  Estimated Accuracy
 BJ1519;SPC LA S     -   197,020.    1,089,960.      MT  (+/- 180 meters Scaled)
 BJ1519
 BJ1519                          SUPERSEDED SURVEY CONTROL
 BJ1519
 BJ1519  NGVD 29 (??/??/??)    0.742  (m)            2.43   (f) ADJUSTED    1 1
 BJ1519
 BJ1519.Superseded values are not recommended for survey control.
 BJ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1519.See file dsdata.txt to determine how the superseded data were derived.
 BJ1519
 BJ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP502520(NAD 83)
 BJ1519_MARKER: DZ = AZIMUTH MARK DISK
 BJ1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1519_STAMPING: GALVA 1939 RESET 1953
 BJ1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1519+STABILITY: SURFACE MOTION
 BJ1519
 BJ1519  HISTORY     - Date     Condition        Report By
 BJ1519  HISTORY     - 1953     MONUMENTED       CGS
 BJ1519  HISTORY     - 1969     GOOD             CGS
 BJ1519  HISTORY     - 1973     GOOD             NGS
 BJ1519  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1519  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1519
 BJ1519                          STATION DESCRIPTION
 BJ1519
 BJ1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1519'0.55 MI S FROM MANCHAC.
 BJ1519'ABOUT 0.55 MILE SOUTH ALONG THE ILLIONOIS CENTRAL RAILROAD FROM THE
 BJ1519'SOUTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.5 MILE NORTH
 BJ1519'OF MILEPOST 876, ALONG OLD U. S. HIGHWAY 51, 123 FEET WEST OF AND
 BJ1519'ACROSS OLD U. S. HIGHWAY 51 FROM THE WEST RAIL OF THE MAIN TRACK, 27
 BJ1519'FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 0.8 FOOT WEST OF A
 BJ1519'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE OLD HIGHWAY AND SET
 BJ1519'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 BJ1519'THE GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 0.5 MILE SOUTH ALONG
 BJ1519'OLD U. S. HIGHWAY 51 FROM THE SOUTH END OF THE U. S. HIGHWAY 51 BRIDGE
 BJ1519'OVER PASS MANCHAC AT MANCHAC.
 BJ1519
 BJ1519                          STATION RECOVERY (1973)
 BJ1519
 BJ1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BJ1519'RECOVERED IN GOOD CONDITION.
 BJ1519
 BJ1519                          STATION RECOVERY (1986)
 BJ1519
 BJ1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1519'NOT RECOVERED, AREA IS DENSELY OVERGROWN.
 BJ1519
 BJ1519                          STATION RECOVERY (1992)
 BJ1519
 BJ1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1519'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3067 ***********************************************************************
 AU3067  DESIGNATION -  GAP
 AU3067  PID         -  AU3067
 AU3067  STATE/COUNTY-  LA/TERREBONNE
 AU3067  USGS QUAD   -  CENTRAL ISLES DERNIE (1994)
 AU3067
 AU3067                         *CURRENT SURVEY CONTROL
 AU3067  ___________________________________________________________________
 AU3067* NAD 83(1992)-  29 02 19.57925(N)    090 49 57.07767(W)     ADJUSTED  
 AU3067* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3067  ___________________________________________________________________
 AU3067  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU3067  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AU3067
 AU3067  HORZ ORDER  -  THIRD
 AU3067
 AU3067.The horizontal coordinates were established by classical geodetic methods
 AU3067.and adjusted by the National Geodetic Survey in January 1993..
 AU3067
 AU3067.The orthometric height was scaled from a topographic map.
 AU3067
 AU3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3067
 AU3067.The geoid height was determined by GEOID03.
 AU3067
 AU3067;                    North         East     Units Scale Factor Converg.
 AU3067;SPC LA S     -    59,829.220 1,048,783.372   MT  1.00006556   +0 15 01.5
 AU3067;SPC LA S     -   196,289.70  3,440,883.45   sFT  1.00006556   +0 15 01.5
 AU3067;UTM  15      - 3,214,219.629   711,060.235   MT  1.00014974   +1 03 09.0
 AU3067
 AU3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3067!SPC LA S     -   1.00000378  x   1.00006556  =   1.00006934
 AU3067!UTM  15      -   1.00000378  x   1.00014974  =   1.00015352
 AU3067
 AU3067|---------------------------------------------------------------------|
 AU3067| PID    Reference Object                     Distance      Geod. Az  |
 AU3067|                                                           dddmmss.s |
 AU3067| DD6683 GAP RM 1                             18.390 METERS 06623     |
 AU3067| DD6682 GAP AZ MK                                          2775747.7 |
 AU3067| DD6684 GAP RM 2                             15.638 METERS 31232     |
 AU3067|---------------------------------------------------------------------|
 AU3067
 AU3067                          SUPERSEDED SURVEY CONTROL
 AU3067
 AU3067  NAD 83(1986)-  29 02 19.60156(N)    090 49 57.08692(W) AD(       ) 3
 AU3067  NAD 27      -  29 02 18.78400(N)    090 49 56.74400(W) AD(       ) 3
 AU3067
 AU3067.Superseded values are not recommended for survey control.
 AU3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3067.See file dsdata.txt to determine how the superseded data were derived.
 AU3067
 AU3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1106014220(NAD 83)
 AU3067_MARKER: DD = SURVEY DISK
 AU3067_SETTING: 0 = UNSPECIFIED SETTING
 AU3067
 AU3067  HISTORY     - Date     Condition        Report By
 AU3067  HISTORY     - 1955     MONUMENTED       CGS
 AU3067
 AU3067                          STATION DESCRIPTION
 AU3067
 AU3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU3067'THE STATION IS LOCATED ABOUT 25.5 MILES SOUTH AND 2 MILES WEST
 AU3067'OF THE VILLAGE OF THERIOT.  ON THE ISLES DERNIERES, ABOUT
 AU3067'8.75 MILES EAST OF THE WESTERN MOST POINT OF THESE ISLES, ABOUT
 AU3067'3 MILES WEST OF WHISKEY PASS, 1.75 MILES SOUTHEAST OF THE FLASHING
 AU3067'LIGHT MARKING ENTRANCE TO CAILLOU BOCA PASS, AND ABOUT 100 YARDS
 AU3067'NORTHEAST OF A SMALL INLET THAT IS VERY PROMINENT AT HIGH WATER.
 AU3067'
 AU3067'THE STATION MARK IS ABOUT 65 FEET NORTH OF THE MEAN HIGH WATER
 AU3067'LINE OF THE GULF OF MEXICO AND 7 FEET NORTHEAST OF A CREOSOTED
 AU3067'WITNESS POST.  THE MARK, STAMPED GAP 1955, IS SET IN THE TOP OF
 AU3067'ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND PROJECTING 3
 AU3067'FEET.
 AU3067'
 AU3067'REFERENCE MARK NO. 1, STAMPED GAP NO 1 1955, IS SET IN THE TOP OF
 AU3067'ORGANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND PROJECTING 3 FEET.
 AU3067'
 AU3067'REFERENCE MARK NO. 2, STAMPED GAP NO 2 1955, IS SET IN THE TOP
 AU3067'OF ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND PROJECTING
 AU3067'3 FEET.
 AU3067'
 AU3067'THE AZIMUTH MARK IS 75 FEET NORTH OF THE MEAN HIGH WATER LINE
 AU3067'OF THE GULF OF MEXICO, AND 4 FEET NORTH OF A CREOSOTED WITNESS
 AU3067'POST.  THE MARK IS STAMPED GAP 1955 AND IS SET IN THE TOP OF
 AU3067'ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER, PROJECTING 3 FEET.
 AU3067'
 AU3067'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0565 ***********************************************************************
 BJ0565  DESIGNATION -  GAP BOLT
 BJ0565  PID         -  BJ0565
 BJ0565  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0565  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0565
 BJ0565                         *CURRENT SURVEY CONTROL
 BJ0565  ___________________________________________________________________
 BJ0565* NAD 83(1986)-  30 23 05.     (N)    091 14 10.     (W)     SCALED    
 BJ0565* NAVD 88     -         6.956  (meters)      22.82   (feet)  ADJUSTED  
 BJ0565  ___________________________________________________________________
 BJ0565  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0565  DYNAMIC HT  -           6.947 (meters)      22.79  (feet)  COMP
 BJ0565  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 BJ0565
 BJ0565  VERT ORDER  -  FIRST     CLASS I
 BJ0565
 BJ0565.The horizontal coordinates were scaled from a topographic map and have
 BJ0565.an estimated accuracy of +/- 6 seconds.
 BJ0565
 BJ0565.The orthometric height was determined by differential leveling
 BJ0565.and adjusted by the National Geodetic Survey in February 1994..
 BJ0565
 BJ0565.The geoid height was determined by GEOID03.
 BJ0565
 BJ0565.The dynamic height is computed by dividing the NAVD 88
 BJ0565.geopotential number by the normal gravity value computed on the
 BJ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0565.degrees latitude (g = 980.6199 gals.).
 BJ0565
 BJ0565.The modeled gravity was interpolated from observed gravity values.
 BJ0565
 BJ0565;                    North         East    Units  Estimated Accuracy
 BJ0565;SPC LA S     -   208,920.    1,009,340.      MT  (+/- 180 meters Scaled)
 BJ0565
 BJ0565                          SUPERSEDED SURVEY CONTROL
 BJ0565
 BJ0565  NGVD 29 (??/??/??)    6.953  (m)           22.81   (f) ADJUSTED    1 1
 BJ0565
 BJ0565.Superseded values are not recommended for survey control.
 BJ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0565.See file dsdata.txt to determine how the superseded data were derived.
 BJ0565
 BJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP694627(NAD 83)
 BJ0565_MARKER: B = BOLT
 BJ0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0565_SP_SET: CONCRETE SLAB
 BJ0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0565
 BJ0565  HISTORY     - Date     Condition        Report By
 BJ0565  HISTORY     - UNK      MONUMENTED       USE
 BJ0565  HISTORY     - 1975     GOOD             NGS
 BJ0565
 BJ0565                          STATION DESCRIPTION
 BJ0565
 BJ0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BJ0565'IN BRUSLY LANDING.
 BJ0565'0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0565'HIGHWAY 989-2, IN FRONT YARD OF THE ST. JOHN BAPTIST CATHOLIC CHURCH,
 BJ0565'26 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 59 FT. NORTHWEST
 BJ0565'OF POWER LINE POLE NUMBER 151, 36 FT SOUTHWEST OF A 60-INCH OAK TREE,
 BJ0565'3.0 FT SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, 180 FT SOUTH-
 BJ0565'EAST OF THE SOUTH CORNER OF THE CHURCH, A COPPER BOLT SET IN A
 BJ0565'CONCRETE SLAB ABOUT 3 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO
 BJ0565'WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS
 BJ0565'1.0 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1027 ***********************************************************************
 AT1027  DESIGNATION -  GARD 1955
 AT1027  PID         -  AT1027
 AT1027  STATE/COUNTY-  LA/PLAQUEMINES
 AT1027  USGS QUAD   -  GARDEN ISLAND PASS (1971)
 AT1027
 AT1027                         *CURRENT SURVEY CONTROL
 AT1027  ___________________________________________________________________
 AT1027* NAD 83(1992)-  29 05 42.46581(N)    089 07 28.44841(W)     ADJUSTED  
 AT1027* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1027  ___________________________________________________________________
 AT1027  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AT1027  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AT1027
 AT1027  HORZ ORDER  -  THIRD
 AT1027
 AT1027.The horizontal coordinates were established by classical geodetic methods
 AT1027.and adjusted by the National Geodetic Survey in January 1993..
 AT1027
 AT1027.The orthometric height was scaled from a topographic map.
 AT1027
 AT1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1027
 AT1027.The geoid height was determined by GEOID03.
 AT1027
 AT1027;                    North         East     Units Scale Factor Converg.
 AT1027;SPC LA S     -    68,041.829 1,215,019.597   MT  1.00004968   +1 06 15.9
 AT1027;SPC LA S     -   223,233.90  3,986,276.79   sFT  1.00004968   +1 06 15.9
 AT1027;UTM  16      - 3,220,389.869   293,231.719   MT  1.00012760   -1 02 00.5
 AT1027
 AT1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1027!SPC LA S     -   1.00000376  x   1.00004968  =   1.00005344
 AT1027!UTM  16      -   1.00000376  x   1.00012760  =   1.00013136
 AT1027
 AT1027                          SUPERSEDED SURVEY CONTROL
 AT1027
 AT1027  NAD 83(1986)-  29 05 42.46866(N)    089 07 28.46094(W) AD(       ) 3
 AT1027  NAD 27      -  29 05 41.65700(N)    089 07 28.28400(W) AD(       ) 3
 AT1027
 AT1027.Superseded values are not recommended for survey control.
 AT1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1027.See file dsdata.txt to determine how the superseded data were derived.
 AT1027
 AT1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9323220390(NAD 83)
 AT1027_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT1027_SETTING: 0 = UNSPECIFIED SETTING
 AT1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1027
 AT1027  HISTORY     - Date     Condition        Report By
 AT1027  HISTORY     - 1955     MONUMENTED       CGS
 AT1027
 AT1027                          STATION DESCRIPTION
 AT1027
 AT1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1027'ABOUT 18.5 MILES SOUTHEAST OF VENICE, ABOUT 8.2 MILES EAST-SOUTHEAST
 AT1027'OF THE HEAD OF THE
 AT1027'PASSES, AND ABOUT 4.3 MILES EAST OF THE GARDEN ISLAND
 AT1027'CAMP OF THE FREEPORT GULF
 AT1027'SULPHUR COMPANY, ON THE NORTH BANK OF THE
 AT1027'LOOMIS PASS OF THE MISSISSIPPI RIVER, ABOUT
 AT1027'640 FEET WEST OF A FORK
 AT1027'IN THE PASS, ABOUT 285 FEET WEST OF A SMALL DRAIN OR PIROGUE
 AT1027'TRAIL RUNNING
 AT1027'INTO THE NORTH SIDE OF THE PASS, ABOUT 54 FEET EAST OF THE
 AT1027'NORTHEAST CORNER OF A
 AT1027'SMALL HOUSE POSTED AS CAMP D, AND 38 FEET NORTH
 AT1027'OF THE NORTH BANK OF THE PASS, A
 AT1027'STANDARD TOPOGRAPHIC DISK STAMPED
 AT1027'GARD 1955 SET IN THE TOP OF AN 8-FOOT LENGTH OF
 AT1027'4-INCH FIBER SOIL
 AT1027'PIPE PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2372 ***********************************************************************
 BJ2372  DESIGNATION -  GARDEN BOLT
 BJ2372  PID         -  BJ2372
 BJ2372  STATE/COUNTY-  LA/ST MARTIN
 BJ2372  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2372
 BJ2372                         *CURRENT SURVEY CONTROL
 BJ2372  ___________________________________________________________________
 BJ2372* NAD 83(1986)-  30 18 48.     (N)    091 41 24.     (W)     SCALED    
 BJ2372* NAVD 88     -         5.95   (+/-2cm)      19.5    (feet)  VERTCON   
 BJ2372  ___________________________________________________________________
 BJ2372  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2372
 BJ2372  VERT ORDER  -  ? (See Below)
 BJ2372
 BJ2372.The horizontal coordinates were scaled from a topographic map and have
 BJ2372.an estimated accuracy of +/- 6 seconds.
 BJ2372
 BJ2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2372.The vertical order pertains to the NGVD 29 superseded value.
 BJ2372
 BJ2372.The geoid height was determined by GEOID03.
 BJ2372
 BJ2372;                    North         East    Units  Estimated Accuracy
 BJ2372;SPC LA S     -   201,050.      965,700.      MT  (+/- 180 meters Scaled)
 BJ2372
 BJ2372                          SUPERSEDED SURVEY CONTROL
 BJ2372
 BJ2372  NGVD 29 (??/??/??)    5.956  (m)           19.54   (f) ADJUSTED    ?  
 BJ2372
 BJ2372.Superseded values are not recommended for survey control.
 BJ2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2372.See file dsdata.txt to determine how the superseded data were derived.
 BJ2372
 BJ2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP259542(NAD 83)
 BJ2372_MARKER: B = BOLT
 BJ2372_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2372_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2372
 BJ2372  HISTORY     - Date     Condition        Report By
 BJ2372  HISTORY     - UNK      MONUMENTED       DOD
 BJ2372  HISTORY     - 1933     GOOD             DOD
 BJ2372
 BJ2372                          STATION DESCRIPTION
 BJ2372
 BJ2372'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2372'2.2 MI N FROM BUTTE LA ROSE.
 BJ2372'2.2 MILES NORTH ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2372'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ON THE JOE
 BJ2372'MELANCON PROPERTY, ABOUT 280 FEET SOUTH OF A DRY SLOUGH RUNNING BACK
 BJ2372'FROM THE RIVER, 287.6 FEET EAST OF P.B.M. LIVE OAK 22 (U.S.E.),
 BJ2372'DESCRIBED BELOW, 65 FEET BACK OF THE EAST CORNER OF A GARDEN FENCE,
 BJ2372'35.7 FEET NORTH OF A 10-INCH COTTONWOOD TREE, 28.5 FEET SOUTHWEST OF A
 BJ2372'5-INCH COTTONWOOD TREE, 24.3 FEET NORTH OF A 6-INCH COTTONWOOD TREE,
 BJ2372'22.5 FEET SOUTHWEST OF AN 8-INCH COTTONWOOD TREE, AND 19.9 FEET
 BJ2372'NORTHWEST OF AN 8-INCH COTTONWOOD TREE.  A COPPER BOLT, SET IN THE TOP
 BJ2372'OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BJ2372'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BJ2372'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2371 ***********************************************************************
 BJ2371  DESIGNATION -  GARDEN CAP
 BJ2371  PID         -  BJ2371
 BJ2371  STATE/COUNTY-  LA/ST MARTIN
 BJ2371  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2371
 BJ2371                         *CURRENT SURVEY CONTROL
 BJ2371  ___________________________________________________________________
 BJ2371* NAD 83(1986)-  30 18 48.     (N)    091 41 24.     (W)     SCALED    
 BJ2371* NAVD 88     -         7.18   (+/-2cm)      23.6    (feet)  VERTCON   
 BJ2371  ___________________________________________________________________
 BJ2371  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2371
 BJ2371  VERT ORDER  -  ? (See Below)
 BJ2371
 BJ2371.The horizontal coordinates were scaled from a topographic map and have
 BJ2371.an estimated accuracy of +/- 6 seconds.
 BJ2371
 BJ2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2371.The vertical order pertains to the NGVD 29 superseded value.
 BJ2371
 BJ2371.The geoid height was determined by GEOID03.
 BJ2371
 BJ2371;                    North         East    Units  Estimated Accuracy
 BJ2371;SPC LA S     -   201,050.      965,700.      MT  (+/- 180 meters Scaled)
 BJ2371
 BJ2371                          SUPERSEDED SURVEY CONTROL
 BJ2371
 BJ2371  NGVD 29 (??/??/??)    7.185  (m)           23.57   (f) ADJUSTED    ?  
 BJ2371
 BJ2371.Superseded values are not recommended for survey control.
 BJ2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2371.See file dsdata.txt to determine how the superseded data were derived.
 BJ2371
 BJ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP259542(NAD 83)
 BJ2371_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2371
 BJ2371  HISTORY     - Date     Condition        Report By
 BJ2371  HISTORY     - UNK      MONUMENTED       DOD
 BJ2371  HISTORY     - 1933     GOOD             DOD
 BJ2371
 BJ2371                          STATION DESCRIPTION
 BJ2371
 BJ2371'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2371'2.2 MI N FROM BUTTE LA ROSE.
 BJ2371'2.2 MILES NORTH ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2371'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ON THE JOE
 BJ2371'MELANCON PROPERTY, ABOUT 280 FEET SOUTH OF A DRY SLOUGH RUNNING BACK
 BJ2371'FROM THE RIVER, 287.6 FEET EAST OF P.B.M. LIVE OAK 22 (U.S.E.),
 BJ2371'DESCRIBED BELOW, 65 FEET BACK OF THE EAST CORNER OF A GARDEN FENCE,
 BJ2371'35.7 FEET NORTH OF A 10-INCH COTTONWOOD TREE, 28.5 FEET SOUTHWEST OF A
 BJ2371'5-INCH COTTONWOOD TREE, 24.3 FEET NORTH OF A 6-INCH COTTONWOOD TREE,
 BJ2371'22.5 FEET SOUTHWEST OF AN 8-INCH COTTONWOOD TREE, AND 19.9 FEET
 BJ2371'NORTHWEST OF AN 8-INCH COTTONWOOD TREE.  AN IRON PIPE BEARING A CORPS
 BJ2371'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1029 ***********************************************************************
 AT1029  DESIGNATION -  GARDEN IS
 AT1029  PID         -  AT1029
 AT1029  STATE/COUNTY-  LA/PLAQUEMINES
 AT1029  USGS QUAD   -  SOUTH PASS (1971)
 AT1029
 AT1029                         *CURRENT SURVEY CONTROL
 AT1029  ___________________________________________________________________
 AT1029* NAD 83(1992)-  29 05 29.67944(N)    089 11 27.98988(W)     ADJUSTED  
 AT1029* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1029  ___________________________________________________________________
 AT1029  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AT1029  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT1029
 AT1029  HORZ ORDER  -  SECOND
 AT1029
 AT1029.The horizontal coordinates were established by classical geodetic methods
 AT1029.and adjusted by the National Geodetic Survey in January 1993..
 AT1029
 AT1029.The orthometric height was scaled from a topographic map.
 AT1029
 AT1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1029
 AT1029.The geoid height was determined by GEOID03.
 AT1029
 AT1029;                    North         East     Units Scale Factor Converg.
 AT1029;SPC LA S     -    67,525.233 1,208,550.231   MT  1.00005065   +1 04 16.1
 AT1029;SPC LA S     -   221,539.04  3,965,051.88   sFT  1.00005065   +1 04 16.1
 AT1029;UTM  16      - 3,220,114.884   286,746.977   MT  1.00016121   -1 03 56.6
 AT1029
 AT1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1029!SPC LA S     -   1.00000375  x   1.00005065  =   1.00005440
 AT1029!UTM  16      -   1.00000375  x   1.00016121  =   1.00016496
 AT1029
 AT1029|---------------------------------------------------------------------|
 AT1029| PID    Reference Object                     Distance      Geod. Az  |
 AT1029|                                                           dddmmss.s |
 AT1029| DD6685 GARDEN IS RM 1                       19.676 METERS 08333     |
 AT1029| AT1028 GARDEN ISLAND FREEPORT CO TANK      363.804 METERS 28621     |
 AT1029| DD6686 GARDEN IS RM 2                       21.445 METERS 31355     |
 AT1029|---------------------------------------------------------------------|
 AT1029
 AT1029                          SUPERSEDED SURVEY CONTROL
 AT1029
 AT1029  NAD 83(1986)-  29 05 29.68315(N)    089 11 28.00254(W) AD(       ) 2
 AT1029  NAD 27      -  29 05 28.86700(N)    089 11 27.82200(W) AD(       ) 2
 AT1029
 AT1029.Superseded values are not recommended for survey control.
 AT1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1029.See file dsdata.txt to determine how the superseded data were derived.
 AT1029
 AT1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8674720115(NAD 83)
 AT1029_MARKER: DS = TRIANGULATION STATION DISK
 AT1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1029+STABILITY: SURFACE MOTION
 AT1029
 AT1029  HISTORY     - Date     Condition        Report By
 AT1029  HISTORY     - 1955     MONUMENTED       CGS
 AT1029  HISTORY     - 1965     GOOD             CGS
 AT1029  HISTORY     - 1969     GOOD             CGS
 AT1029
 AT1029                          STATION DESCRIPTION
 AT1029
 AT1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1029'THE STATION IS NEAR THE SOUTHERN END OF THE MISSISSIPPI RIVER DELTA,
 AT1029'ABOUT 7 MILES SOUTHEAST
 AT1029'OF PILOTTOWN, 5-3/4 MILES NORTH-NORTHWEST OF SOUTH
 AT1029'PASS REAR LIGHTHOUSE, ON THE
 AT1029'PROPERTY OF FREEPORT SULPHUR COMPANY ON
 AT1029'GARDEN ISLAND.
 AT1029'
 AT1029'THE STATION MARK, 109 FEET EAST OF A FLAGPOLE, 108 FEET SOUTHWEST OF
 AT1029'A FIRE HYDRANT WHICH IS
 AT1029'NEAR THE SOUTHEAST CORNER OF A MESSHALL, 96 FEET
 AT1029'NORTHWEST OF A LIGHTPOLE, 32 FEET
 AT1029'SOUTH OF A ROW OF YOUNG TREES, IS
 AT1029'LEVEL WITH THE GROUND SURFACE AND THE DISK IS
 AT1029'STAMPED GARDEN IS.
 AT1029'1955.
 AT1029'
 AT1029'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, 56 FEET SOUTH OF A
 AT1029'FIRE HYDRANT, 36
 AT1029'FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET, 34 FEET
 AT1029'SOUTH OF THE CENTER OF AN EAST
 AT1029'- WEST STREET, NEAR A ROW OF YOUNG
 AT1029'TREES, IS LEVEL WITH THE GROUND SURFACE.  THE
 AT1029'DISK IS STAMPED GARDEN
 AT1029'IS.  NO 1 1955.
 AT1029'
 AT1029'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, 49 FEET NORTHEAST OF
 AT1029'A FLAGPOLE, 32 FEET
 AT1029'SOUTH OF THE CENTER OF AN EAST - WEST STREET, NEAR
 AT1029'A ROW OF YOUNG TREES, IS LEVEL WITH
 AT1029'THE GROUND SURFACE.  THE DISK IS
 AT1029'STAMPED GARDEN IS.  NO 2 1955.
 AT1029'
 AT1029'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AT1029
 AT1029                          STATION RECOVERY (1965)
 AT1029
 AT1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1029'STATION MARK AND REFERENCE MARKS 1, AND 2 RECOVERED IN GOOD
 AT1029'CONDITION.
 AT1029'STATION MARK PROJECTS 3 INCHES, REFERENCES MARKS ARE
 AT1029'ABOUT 4 INCHES BELOW THE
 AT1029'SURFACE OF THE GROUND.  A SMALL TRIANGULAR
 AT1029'STAND MADE OF TUBULAR STEEL PIPE, STANDS
 AT1029'OVER EACH MARK.  THE 1955
 AT1029'DESCRIPTION IS ADEQUATE.
 AT1029
 AT1029                          STATION RECOVERY (1969)
 AT1029
 AT1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1029'THE STATION MARKS WERE RECOVERED BY HELICOPTER AND FOUND IN GOOD
 AT1029'CONDITION AFTER HURRICANE CAMILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1028 ***********************************************************************
 AT1028  DESIGNATION -  GARDEN ISLAND FREEPORT CO TANK
 AT1028  PID         -  AT1028
 AT1028  STATE/COUNTY-  LA/PLAQUEMINES
 AT1028  USGS QUAD   -  SOUTH PASS (1971)
 AT1028
 AT1028                         *CURRENT SURVEY CONTROL
 AT1028  ___________________________________________________________________
 AT1028* NAD 83(1992)-  29 05 33.00690(N)    089 11 40.89858(W)     ADJUSTED  
 AT1028* NAVD 88     -                                                        
 AT1028  ___________________________________________________________________
 AT1028  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AT1028  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT1028
 AT1028  HORZ ORDER  -  THIRD
 AT1028
 AT1028.The horizontal coordinates were established by classical geodetic methods
 AT1028.and adjusted by the National Geodetic Survey in January 1993..
 AT1028
 AT1028
 AT1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1028
 AT1028.The geoid height was determined by GEOID03.
 AT1028
 AT1028;                    North         East     Units Scale Factor Converg.
 AT1028;SPC LA S     -    67,621.146 1,208,199.279   MT  1.00005040   +1 04 09.6
 AT1028;SPC LA S     -   221,853.71  3,963,900.47   sFT  1.00005040   +1 04 09.6
 AT1028;UTM  16      - 3,220,223.828   286,399.806   MT  1.00016304   -1 04 03.0
 AT1028
 AT1028                          SUPERSEDED SURVEY CONTROL
 AT1028
 AT1028  NAD 83(1986)-  29 05 33.01062(N)    089 11 40.91122(W) AD(       ) 4
 AT1028  NAD 27      -  29 05 32.19600(N)    089 11 40.73400(W) AD(       ) 3
 AT1028
 AT1028.Superseded values are not recommended for survey control.
 AT1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1028.See file dsdata.txt to determine how the superseded data were derived.
 AT1028
 AT1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8640020224(NAD 83)
 AT1028_MARKER: 51 = TANK
 AT1028
 AT1028  HISTORY     - Date     Condition        Report By
 AT1028  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1028  HISTORY     - 1960     GOOD             CGS
 AT1028
 AT1028                          STATION DESCRIPTION
 AT1028
 AT1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1028'THE BALL ON THE TOP OF THE FREEPORT SULPHUR COMPANYS TANK, LOCATED
 AT1028'NEAR THE SOUTHERN
 AT1028'TIP OF THE MISSISSIPPI RIVER DELTA ON GARDEN ISLAND
 AT1028'APPROXIMATELY 150 YARDS SOUTHWEST OF
 AT1028'THE FREEPORT SULPHUR COMPANYS
 AT1028'POWER HOUSE.  THE TANK IS APPROXIMATELY 120 FEET HIGH
 AT1028'OF STEEL
 AT1028'CONSTRUCTION PAINTED SILVER.
 AT1028'
 AT1028'THE STATION WAS NOT VISITED.
 AT1028
 AT1028                          STATION RECOVERY (1960)
 AT1028
 AT1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RWF)
 AT1028'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS
 AT1028'ADEQUATE WITH THE
 AT1028'FOLLOWING ADDITION.  THE TANK IS 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3166 ***********************************************************************
 BK3166  DESIGNATION -  GARDINER
 BK3166  PID         -  BK3166
 BK3166  STATE/COUNTY-  LA/CALCASIEU
 BK3166  USGS QUAD   -  BLACK LAKE (1975)
 BK3166
 BK3166                         *CURRENT SURVEY CONTROL
 BK3166  ___________________________________________________________________
 BK3166* NAD 83(1992)-  30 03 30.98838(N)    093 28 53.19843(W)     ADJUSTED  
 BK3166* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK3166  **This station is located in a subsidence area (see below).
 BK3166  ___________________________________________________________________
 BK3166  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK3166  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3166
 BK3166  HORZ ORDER  -  SECOND
 BK3166
 BK3166.The horizontal coordinates were established by classical geodetic methods
 BK3166.and adjusted by the National Geodetic Survey in January 1993..
 BK3166
 BK3166 ** The orthometric height has not been validated since last determined
 BK3166 ** by differential leveling and should not be used for control purposes.
 BK3166 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3166 ** area with valid NAVD 88 orthometric heights.
 BK3166 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3166 ** epoch indicated which incorporates improved geoid heights for the
 BK3166 ** Southern Louisiana Subsidence area.
 BK3166 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3166.The orthometric height was scaled from a topographic map.
 BK3166
 BK3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3166
 BK3166.The geoid height was determined by GEOID03.
 BK3166
 BK3166;                    North         East     Units Scale Factor Converg.
 BK3166;SPC LA S     -   174,704.152   792,886.096   MT  0.99992625   -1 04 26.7
 BK3166;SPC LA S     -   573,175.21  2,601,327.13   sFT  0.99992625   -1 04 26.7
 BK3166;UTM  15      - 3,325,377.271   453,592.875   MT  0.99962657   -0 14 28.1
 BK3166
 BK3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3166!SPC LA S     -   1.00000334  x   0.99992625  =   0.99992959
 BK3166!UTM  15      -   1.00000334  x   0.99962657  =   0.99962991
 BK3166
 BK3166:                Primary Azimuth Mark                     Grid Az
 BK3166:SPC LA S     -  BANK                                     090 50 46.0
 BK3166:UTM  15      -  BANK                                     090 00 47.4
 BK3166
 BK3166|---------------------------------------------------------------------|
 BK3166| PID    Reference Object                     Distance      Geod. Az  |
 BK3166|                                                           dddmmss.s |
 BK3166| BK3164 BANK                                APPROX. 7.9 KM 0894619.3 |
 BK3166| CV7613 GARDINER RM 2                        27.600 METERS 22222     |
 BK3166| CV7612 GARDINER RM 1                        29.000 METERS 32049     |
 BK3166|---------------------------------------------------------------------|
 BK3166
 BK3166                          SUPERSEDED SURVEY CONTROL
 BK3166
 BK3166  NAD 83(1986)-  30 03 31.01287(N)    093 28 53.18483(W) AD(       ) 2
 BK3166  NAD 27      -  30 03 30.25500(N)    093 28 52.61600(W) AD(       ) 2
 BK3166
 BK3166.Superseded values are not recommended for survey control.
 BK3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3166.See file dsdata.txt to determine how the superseded data were derived.
 BK3166
 BK3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5359325377(NAD 83)
 BK3166_MARKER: DS = TRIANGULATION STATION DISK
 BK3166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3166
 BK3166  HISTORY     - Date     Condition        Report By
 BK3166  HISTORY     - 1933     MONUMENTED       CGS
 BK3166  HISTORY     - 1947     GOOD             CGS
 BK3166  HISTORY     - 1963     GOOD             CGS
 BK3166
 BK3166                          STATION DESCRIPTION
 BK3166
 BK3166'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JCB)
 BK3166'STATION IS ON S SIDE OF INTRACOASTAL CANAL (CALCASIEU PARISH
 BK3166'NAVIGATION CHANNEL) IN SEC. 34, T 11 S, R 11 W, ABOUT 2.4
 BK3166'MILES E OF GUM COVE FERRY AND DIRECTLY S OF AN INDENTATION IN
 BK3166'THE N BANK OF SHIP CHANNEL KNOWN AS GARDINERS SLIP.  IT IS
 BK3166'ON THE SPOIL BANK, 48 METERS S OF THE S BANK OF THE CHANNEL.
 BK3166'
 BK3166'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BK3166'THE TOPS OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 BK3166'
 BK3166'STATION IS BEST REACHED BY BOAT BUT CAN BE REACHED IN DRY
 BK3166'WEATHER BY CAR.  CROSS TO SE SIDE OF ELLENDERS FERRY, ROUTE 104,
 BK3166'AND FOLLOW CHANNEL S OF SPOIL BANK OVER GRASS FLATS.
 BK3166'
 BK3166'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 BK3166
 BK3166                          STATION RECOVERY (1947)
 BK3166
 BK3166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3166'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK AND
 BK3166'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2
 BK3166'SEARCHED FOR BUT NOT RECOVERED.
 BK3166
 BK3166                          STATION RECOVERY (1963)
 BK3166
 BK3166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3166'THE STATION, R.M. 1, AND R.M. 2 WERE RECOVERED AS DESCRIBED.
 BK3166'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 BK3166'ADDITIONS--STATION IS BEST REACHED BY BOAT BUT CAN BE REACHED
 BK3166'IN DRY WEATHER BY CAR.  CROSS TO SOUTH SIDE ON GUM COVE FERRY
 BK3166'THEN CONTINUE SOUTH TO GATE ON STEINS RANCH.  THEN GO EAST ON
 BK3166'FARM ROAD FOR ABOUT 2-1/2 MILES TO STATION.
 BK3166'
 BK3166'THE STATION IS STAMPED GARDENER 1933, AND IS 85 FEET SOUTH OF
 BK3166'THE SOUTH BANK OF THE CHANNEL.  THE REFERENCE MARKS ARE STAMPED
 BK3166'R.M. 1 AND R.M. 2 BOTH R.M.S ARE FLUSH WITH THE GROUND AND
 BK3166'DISTANCE TO STATION WERE FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0968 ***********************************************************************
 AT0968  DESIGNATION -  GARDNER POINT 2
 AT0968  PID         -  AT0968
 AT0968  STATE/COUNTY-  LA/ST BERNARD
 AT0968  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0968
 AT0968                         *CURRENT SURVEY CONTROL
 AT0968  ___________________________________________________________________
 AT0968* NAD 83(1992)-  29 39 16.84876(N)    089 26 20.02728(W)     ADJUSTED  
 AT0968* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0968  ___________________________________________________________________
 AT0968  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT0968  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AT0968
 AT0968  HORZ ORDER  -  THIRD
 AT0968
 AT0968.The horizontal coordinates were established by classical geodetic methods
 AT0968.and adjusted by the National Geodetic Survey in May 1994..
 AT0968
 AT0968.The orthometric height was scaled from a topographic map.
 AT0968
 AT0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0968
 AT0968.The geoid height was determined by GEOID03.
 AT0968
 AT0968;                    North         East     Units Scale Factor Converg.
 AT0968;SPC LA S     -   129,506.532 1,183,398.036   MT  0.99994388   +0 56 50.1
 AT0968;SPC LA S     -   424,889.35  3,882,531.72   sFT  0.99994388   +0 56 50.1
 AT0968;UTM  16      - 3,283,009.020   263,927.312   MT  1.00028768   -1 12 26.1
 AT0968
 AT0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0968!SPC LA S     -   1.00000394  x   0.99994388  =   0.99994782
 AT0968!UTM  16      -   1.00000394  x   1.00028768  =   1.00029162
 AT0968
 AT0968:                Primary Azimuth Mark                     Grid Az
 AT0968:SPC LA S     -  LAKE ELOI LIGHT 3                        000 40 41.9
 AT0968:UTM  16      -  LAKE ELOI LIGHT 3                        002 49 58.1
 AT0968
 AT0968|---------------------------------------------------------------------|
 AT0968| PID    Reference Object                     Distance      Geod. Az  |
 AT0968|                                                           dddmmss.s |
 AT0968| AT0993 LAKE ELOI LIGHT 3                   APPROX.13.4 KM 0013732.0 |
 AT0968| AT0973 LAKE ELOI LIGHT 1                   APPROX. 8.7 KM 0100938.4 |
 AT0968| AT0956 BEACON                              APPROX.13.4 KM 0812755.4 |
 AT0968| DD7116 GARDNER POINT 2 RM 1                 24.042 METERS 11758     |
 AT0968| DD7117 GARDNER POINT 2 RM 2                 44.940 METERS 20900     |
 AT0968| AT0958 POINT MOZAMBIQUE LIGHT              APPROX. 6.1 KM 2270746.3 |
 AT0968| AT0960 MOZAM                               APPROX. 5.8 KM 2343329.1 |
 AT0968|---------------------------------------------------------------------|
 AT0968
 AT0968                          SUPERSEDED SURVEY CONTROL
 AT0968
 AT0968  NAD 83(1992)-  29 39 16.84986(N)    089 26 20.02631(W) AD(       ) 3
 AT0968  NAD 83(1986)-  29 39 16.85600(N)    089 26 20.03001(W) AD(       ) 3
 AT0968  NAD 27      -  29 39 16.10800(N)    089 26 19.83500(W) AD(       ) 3
 AT0968
 AT0968.Superseded values are not recommended for survey control.
 AT0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0968.See file dsdata.txt to determine how the superseded data were derived.
 AT0968
 AT0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6392783009(NAD 83)
 AT0968_MARKER: DS = TRIANGULATION STATION DISK
 AT0968_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0968_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0968
 AT0968  HISTORY     - Date     Condition        Report By
 AT0968  HISTORY     - 1952     MONUMENTED       CGS
 AT0968  HISTORY     - 1966     POOR             CGS
 AT0968
 AT0968                          STATION DESCRIPTION
 AT0968
 AT0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0968'ON THE NE SHORE OF BRETON SOUND, E OF LAKE FORTUNA, 3 MILES NE OF
 AT0968'MOZAMBIQUE POINT,
 AT0968'3.5 MILES SW OF GARDNER ISLAND, 32 FEET S OF
 AT0968'UNNAMED BAYOU ON PT.  GARDNER.
 AT0968'
 AT0968'STATION MARK IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH
 AT0968'TILE WHICH IS
 AT0968'FASTENED TO THE UPPER END OF A WOODEN 2X4X8 DRIVEN INTO
 AT0968'THE MARSH, STAMPED GARDNER PT 2
 AT0968'1952.  IT IS 439 FEET W OF S TIP OF
 AT0968'MARSH AT MOUTH OF BAYOU, 411 FEET NW OF SE POINT
 AT0968'OF LAND, AND 32 FEET
 AT0968'S OF UNNAMED BAYOU.  THE MONUMENT PROJECTS APPROXIMATELY 10 INCHES.
 AT0968'
 AT0968'R.M. 1 IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH TILE
 AT0968'WHICH IS FASTENED
 AT0968'TO THE UPPER END OF A WOODEN 2X4X8 DRIVEN INTO THE
 AT0968'MARSH.  IT IS STAMPED GATDNER PT 2
 AT0968'NO 1 1952 AND PROJECTS
 AT0968'APPROXIMATELY 12 INCHES.
 AT0968'
 AT0968'R.M. 2 IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH TILE
 AT0968'WHICH IS FASTENED
 AT0968'TO THE UPPER END OF A WOODEN 2X4X8 DRIVEN INTO THE
 AT0968'MARSH.  IT IS STAMPED GARDNER PT 2
 AT0968'NO 2 1952 AND PROJECTS 12 INCHES.
 AT0968'
 AT0968'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 AT0968
 AT0968                          STATION RECOVERY (1966)
 AT0968
 AT0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0968'THE STATION MARKS WAS FOUND BROKEN ABOUT 6 INCHES FROM THE TOP AND
 AT0968'TILTED TO THE
 AT0968'SOUTH.  THE MARK WAS SET IN ITS APPROXIMATE ORIGINAL
 AT0968'POSITION AND 4 POSITION ANGLE
 AT0968'DETERMINATION FROM GARDNER PT 3 1966.
 AT0968'REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 AT0968'IN POOR CONDITION.
 AT0968'BOTH REFERENCE MARKS WERE FOUND TILTED TO THE SOUTH AND IN THE
 AT0968'PROCESS OF BEING
 AT0968'LOST DUE TO EROSION.  NO DISTANCE TO ANY OF THE
 AT0968'MARKS DUE TO EXTREME HIGH TIDE.
 AT0968'
 AT0968'GARDNER PT 3 AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 AT0968'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0966 ***********************************************************************
 AT0966  DESIGNATION -  GARDNER POINT 3
 AT0966  PID         -  AT0966
 AT0966  STATE/COUNTY-  LA/ST BERNARD
 AT0966  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0966
 AT0966                         *CURRENT SURVEY CONTROL
 AT0966  ___________________________________________________________________
 AT0966* NAD 83(1992)-  29 39 16.43396(N)    089 26 23.28012(W)     ADJUSTED  
 AT0966* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 AT0966  ___________________________________________________________________
 AT0966  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AT0966  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AT0966
 AT0966  HORZ ORDER  -  THIRD
 AT0966
 AT0966.The horizontal coordinates were established by classical geodetic methods
 AT0966.and adjusted by the National Geodetic Survey in May 1994..
 AT0966
 AT0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0966
 AT0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0966
 AT0966.The geoid height was determined by GEOID03.
 AT0966
 AT0966;                    North         East     Units Scale Factor Converg.
 AT0966;SPC LA S     -   129,492.317 1,183,310.781   MT  0.99994389   +0 56 48.4
 AT0966;SPC LA S     -   424,842.71  3,882,245.45   sFT  0.99994389   +0 56 48.4
 AT0966;UTM  16      - 3,282,998.091   263,839.555   MT  1.00028820   -1 12 27.7
 AT0966
 AT0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0966!SPC LA S     -   1.00000355  x   0.99994389  =   0.99994744
 AT0966!UTM  16      -   1.00000355  x   1.00028820  =   1.00029175
 AT0966
 AT0966|---------------------------------------------------------------------|
 AT0966| PID    Reference Object                     Distance      Geod. Az  |
 AT0966|                                                           dddmmss.s |
 AT0966| AT0968 GARDNER POINT 2                      88.410 METERS 08142     |
 AT0966| DD7116 GARDNER POINT 2 RM 1                               08912     |
 AT0966| DD7117 GARDNER POINT 2 RM 2                               11200     |
 AT0966| DD7118 GARDNER POINT 3 RM 3                 14.651 METERS 15234     |
 AT0966| AT0961 MOZAM 3                             APPROX. 5.7 KM 2342307.4 |
 AT0966| DD7119 GARDNER POINT 3 RM 4                 14.016 METERS 24604     |
 AT0966|---------------------------------------------------------------------|
 AT0966
 AT0966                          SUPERSEDED SURVEY CONTROL
 AT0966
 AT0966  NAD 83(1992)-  29 39 16.43506(N)    089 26 23.27916(W) AD(       ) 3
 AT0966  NAD 83(1986)-  29 39 16.44121(N)    089 26 23.28279(W) AD(       ) 3
 AT0966  NAD 27      -  29 39 15.69234(N)    089 26 23.08727(W) AD(       ) 3
 AT0966  NGVD 29 (07/19/86)    2.5    (m)            8.     (f) VERT ANG       
 AT0966
 AT0966.Superseded values are not recommended for survey control.
 AT0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0966.See file dsdata.txt to determine how the superseded data were derived.
 AT0966
 AT0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6384082998(NAD 83)
 AT0966_MARKER: DS = TRIANGULATION STATION DISK
 AT0966_SETTING: 0 = UNSPECIFIED SETTING
 AT0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0966
 AT0966  HISTORY     - Date     Condition        Report By
 AT0966  HISTORY     - 1966     MONUMENTED       CGS
 AT0966
 AT0966                          STATION DESCRIPTION
 AT0966
 AT0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0966'STATION IS LOCATED IN MARSHLAND, ABOUT 3-1/2 MILES SOUTHWEST OF THE
 AT0966'MOUTH OF THE MISS.
 AT0966'R-GULF OUTLET, 3 MILES NORTHEAST OF MOZAMBIQUE
 AT0966'PT., 3 MILES EAST OF LAKE FORTUNA, AT
 AT0966'THE MOUTH AND ON THE SOUTH SIDE
 AT0966'OF AN UN-NAMED BAYOU ON PT.  GARDNER.
 AT0966'
 AT0966'STATION MARK, A STANDARD DISK STAMPED GARDNER PT 3 1966, IS CRIMPED
 AT0966'TO THE TOP OF A
 AT0966'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT0966'ENCASED IN A 4 INCH ORANGEBURG
 AT0966'PIPE WHICH PROJECTS 2.3 FEET.  IT IS
 AT0966'135 FEET SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A
 AT0966'BAYOU, 138 FEET
 AT0966'WEST-NORTH-WEST OF THE HIGH TIDE MARK AND 3.8 FEET SOUTH-SOUTHWEST
 AT0966'OF A METAL WITNESS
 AT0966'POST.
 AT0966'
 AT0966'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GARDNER PT 3 NO 3 1966,
 AT0966'IS CRIMPED TO THE
 AT0966'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT0966'LONG.  IT IS ENCASED IN A 4 INCH
 AT0966'ORANGEBURG PIPE WHICH PROJECTS 2.3
 AT0966'FEET.  IT IS 90 FEET WEST OF THE HIGH TIDE MARK AND
 AT0966'50.6 FEET
 AT0966'SOUTHEAST OF THE METAL WITNESS POST.
 AT0966'
 AT0966'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GARDNER PT 3 NO 4 1966,
 AT0966'IS CRIMPED TO THE
 AT0966'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT0966'LONG.  IT IS ENCASED IN A 4 INCH
 AT0966'ORANGEBURG PIPE WHICH PROJECTS 2.4
 AT0966'FEET.  IT IS 174 FEET SOUTH-SOUTHWEST OF THE SOUTH
 AT0966'EDGE OF THE BAYOU
 AT0966'AND 49 FEET SOUTHWEST OF THE METAL WITNESS POST.
 AT0966'
 AT0966'NO AZIMUTH MARK SET.
 AT0966'
 AT0966'STATION CAN BE REACHED BY FLOAT PLANE, HELICOPTER OR BOAT ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2479 ***********************************************************************
 BJ2479  DESIGNATION -  GARLAND CAP
 BJ2479  PID         -  BJ2479
 BJ2479  STATE/COUNTY-  LA/ST LANDRY
 BJ2479  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2479
 BJ2479                         *CURRENT SURVEY CONTROL
 BJ2479  ___________________________________________________________________
 BJ2479* NAD 83(1986)-  30 25 44.     (N)    091 43 25.     (W)     SCALED    
 BJ2479* NAVD 88     -         8.19   (+/-2cm)      26.9    (feet)  VERTCON   
 BJ2479  ___________________________________________________________________
 BJ2479  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ2479
 BJ2479  VERT ORDER  -  ? (See Below)
 BJ2479
 BJ2479.The horizontal coordinates were scaled from a topographic map and have
 BJ2479.an estimated accuracy of +/- 6 seconds.
 BJ2479
 BJ2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2479.The vertical order pertains to the NGVD 29 superseded value.
 BJ2479
 BJ2479.The geoid height was determined by GEOID03.
 BJ2479
 BJ2479;                    North         East    Units  Estimated Accuracy
 BJ2479;SPC LA S     -   213,870.      962,510.      MT  (+/- 180 meters Scaled)
 BJ2479
 BJ2479                          SUPERSEDED SURVEY CONTROL
 BJ2479
 BJ2479  NGVD 29 (??/??/??)    8.198  (m)           26.90   (f) ADJUSTED    ?  
 BJ2479
 BJ2479.Superseded values are not recommended for survey control.
 BJ2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2479.See file dsdata.txt to determine how the superseded data were derived.
 BJ2479
 BJ2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP225670(NAD 83)
 BJ2479_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2479_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2479
 BJ2479  HISTORY     - Date     Condition        Report By
 BJ2479  HISTORY     - UNK      MONUMENTED       DOD
 BJ2479  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2479
 BJ2479                          STATION DESCRIPTION
 BJ2479
 BJ2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2479'9.4 MI SE FROM KROTZ SPRINGS.
 BJ2479'9.4 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2479'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1.6 MILES
 BJ2479'SOUTHEAST OF A POINT WHERE THE LEVEE CROSSES BIG OFFA BAYOU, ABOUT 1.5
 BJ2479'MILES NORTH OF THE MOUTH OF INDIAN BAYOU, IN THE SE1/4 SEC. 23, T. 7
 BJ2479'S., R. 7 E., 627.8 FEET SOUTHWEST OF LEVEE STATION 2887+50.00, ON THE
 BJ2479'WEST BANK OF ATCHAFALAYA RIVER, IN A WILLOW THICKET, ABOUT 750 FEET
 BJ2479'SOUTH OF A POINT WHERE THELEVEE CROSSES A SLOUGH FLOWING NORTHEAST
 BJ2479'INTO THE RIVER, ABOUT 400 FEET SOUTHEAST OF A FORK IN THE SLOUGH,
 BJ2479'ABOUT 300 FEET EAST OF A NORTH-AND-SOUTH SLOUGH, 18 FEET NORTHEAST OF
 BJ2479'A 12-INCH WILLOW TREE, 12 FEET NORTHEAST OF A 10-INCH WILLOW TREE, AND
 BJ2479'7 FEET SOUTHWEST OF A 9-INCH WILLOW TREE.  AN IRON PIPE PROJECTING
 BJ2479'ABOUT 1 FOOT ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2479'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2545 ***********************************************************************
 BW2545  DESIGNATION -  GARRET
 BW2545  PID         -  BW2545
 BW2545  STATE/COUNTY-  LA/CATAHOULA
 BW2545  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW2545
 BW2545                         *CURRENT SURVEY CONTROL
 BW2545  ___________________________________________________________________
 BW2545* NAD 83(1992)-  31 30 02.86132(N)    091 52 05.34291(W)     ADJUSTED  
 BW2545* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 BW2545  ___________________________________________________________________
 BW2545  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BW2545  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW2545
 BW2545  HORZ ORDER  -  FIRST
 BW2545
 BW2545.The horizontal coordinates were established by classical geodetic methods
 BW2545.and adjusted by the National Geodetic Survey in May 1994..
 BW2545
 BW2545.The orthometric height was scaled from a topographic map.
 BW2545
 BW2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2545
 BW2545.The geoid height was determined by GEOID03.
 BW2545
 BW2545;                    North         East     Units Scale Factor Converg.
 BW2545;SPC LA N     -   111,138.619 1,060,022.753   MT  0.99994104   +0 20 02.6
 BW2545;SPC LA N     -   364,627.29  3,477,757.98   sFT  0.99994104   +0 20 02.6
 BW2545;UTM  15      - 3,485,659.522   607,487.579   MT  0.99974250   +0 35 29.3
 BW2545
 BW2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2545!SPC LA N     -   1.00000129  x   0.99994104  =   0.99994233
 BW2545!UTM  15      -   1.00000129  x   0.99974250  =   0.99974379
 BW2545
 BW2545:                Primary Azimuth Mark                     Grid Az
 BW2545:SPC LA N     -  GARRET AZ MK                             154 03 15.9
 BW2545:UTM  15      -  GARRET AZ MK                             153 47 49.2
 BW2545
 BW2545|---------------------------------------------------------------------|
 BW2545| PID    Reference Object                     Distance      Geod. Az  |
 BW2545|                                                           dddmmss.s |
 BW2545| CY3625 GARRET AZ MK                                       1542318.5 |
 BW2545| CY3626 GARRET RM 1                          34.105 METERS 19704     |
 BW2545| CY3627 GARRET RM 2                          39.282 METERS 29906     |
 BW2545|---------------------------------------------------------------------|
 BW2545
 BW2545                          SUPERSEDED SURVEY CONTROL
 BW2545
 BW2545  NAD 83(1992)-  31 30 02.86098(N)    091 52 05.34297(W) AD(       ) 1
 BW2545  NAD 83(1986)-  31 30 02.87775(N)    091 52 05.34061(W) AD(       ) 1
 BW2545  NAD 27      -  31 30 02.24032(N)    091 52 04.88659(W) AD(       ) 1
 BW2545
 BW2545.Superseded values are not recommended for survey control.
 BW2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2545.See file dsdata.txt to determine how the superseded data were derived.
 BW2545
 BW2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0748885660(NAD 83)
 BW2545_MARKER: DS = TRIANGULATION STATION DISK
 BW2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2545
 BW2545  HISTORY     - Date     Condition        Report By
 BW2545  HISTORY     - 1941     MONUMENTED       CGS
 BW2545
 BW2545                          STATION DESCRIPTION
 BW2545
 BW2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2545'STATION IS ABOUT 10.2 MILES SSW OF JONESVILLE, IN SEC. 16,
 BW2545'T. 6 N., R. 6 E., ON LOW MOUND, ON LAND OWNED BY RUBIN DUNBAR
 BW2545'AND ON THE E SIDE OF STATE HIGHWAY 116, 47 FEET E
 BW2545'OF THE CENTER OF THE HIGHWAY, 30 FEET E OF A FENCE AND 10 FEET
 BW2545'W OF A WHITE REFERENCE POST.  IT IS STAMPED GARRET 1941 AND
 BW2545'PROJECTS ABOUT 6 INCHES.
 BW2545'
 BW2545'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2545'BRONZE DISKS SET IN CONCRETE.
 BW2545'
 BW2545'REFERENCE MARK NO. 1 IS 21 FEET W OF THE CENTER OF THE HIGHWAY
 BW2545'AND 1 FOOT E OF A FENCE.  IT IS STAMPED GARRET NO. 1, 1941
 BW2545'AND PROJECTS ABOUT 6 INCHES.
 BW2545'
 BW2545'REFERENCE MARK NO. 2 IS 22 FEET W OF THE CENTER OF THE HIGHWAY
 BW2545'AND 1 FOOT E OF A FENCE.  IT IS STAMPED GARRET NO. 2, 1941
 BW2545'AND PROJECTS ABOUT 4 INCHES.
 BW2545'
 BW2545'AZIMUTH MARK IS 30 FEET W OF THE CENTER OF STATE HIGHWAY 116,
 BW2545'4 FEET N OF A WHITE REFERENCE POST AND 1 FOOT E OF A FENCE.
 BW2545'IT IS STAMPED GARRET 1941 AND PROJECTS ABOUT 4 INCHES.
 BW2545'
 BW2545'TO REACH THE STATION FROM JONESVILLE, GO S AND SW ON STATE
 BW2545'HIGHWAY 116 FOR 10.2 MILES TO THE STATION ON A LOW MOUND ON
 BW2545'THE LEFT, JUST SW OF THE DUNBAR RESIDENCE.  TO REACH THE AZIMUTH
 BW2545'MARK FROM THE STATION, CONTINUE SW ON STATE HIGHWAY 116 FOR
 BW2545'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BW2545'
 BW2545'A 126-FOOT SIGNAL AT LARTO IS VISIBLE AT 126 FEET.
 BW2545'
 BW2545'A 90-FOOT SIGNAL AT JENA IS VISIBLE AT 116 FEET.
 BW2545'
 BW2545'A 116-FOOT SIGNAL AT CATAHOULA IS VISIBLE AT 126 FEET.
 BW2545'
 BW2545'A 126-FOOT SIGNAL AT BUCKEYE IS VISIBLE AT 126 FEET.
 BW2545'
 BW2545'A 116-FOOT SIGNAL AT PBM UTILITY IS VISIBLE AT 126 FEET.
 BW2545'
 BW2545'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4390 ***********************************************************************
 BJ4390  DESIGNATION -  GARYVILLE MUN TANK
 BJ4390  PID         -  BJ4390
 BJ4390  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4390  USGS QUAD   -  RESERVE (1994)
 BJ4390
 BJ4390                         *CURRENT SURVEY CONTROL
 BJ4390  ___________________________________________________________________
 BJ4390* NAD 83(1992)-  30 02 21.56526(N)    090 37 05.80262(W)     ADJUSTED  
 BJ4390* NAVD 88     -                                                        
 BJ4390  **This station is located in a subsidence area (see below).
 BJ4390  ___________________________________________________________________
 BJ4390  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ4390  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BJ4390
 BJ4390  HORZ ORDER  -  THIRD
 BJ4390
 BJ4390.The horizontal coordinates were established by classical geodetic methods
 BJ4390.and adjusted by the National Geodetic Survey in January 1993..
 BJ4390
 BJ4390 ** The orthometric height has not been validated since last determined
 BJ4390 ** by differential leveling and should not be used for control purposes.
 BJ4390 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4390 ** area with valid NAVD 88 orthometric heights.
 BJ4390 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4390 ** epoch indicated which incorporates improved geoid heights for the
 BJ4390 ** Southern Louisiana Subsidence area.
 BJ4390 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4390
 BJ4390.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4390
 BJ4390.The geoid height was determined by GEOID03.
 BJ4390
 BJ4390;                    North         East     Units Scale Factor Converg.
 BJ4390;SPC LA S     -   170,840.392 1,068,960.210   MT  0.99992597   +0 21 27.1
 BJ4390;SPC LA S     -   560,498.85  3,507,080.29   sFT  0.99992597   +0 21 27.1
 BJ4390;UTM  15      - 3,325,533.071   729,654.140   MT  1.00025074   +1 11 34.1
 BJ4390
 BJ4390                          SUPERSEDED SURVEY CONTROL
 BJ4390
 BJ4390  NAD 83(1986)-  30 02 21.58200(N)    090 37 05.80444(W) AD(       ) 4
 BJ4390  NAD 27      -  30 02 20.85400(N)    090 37 05.49357(W) AD(       ) 3
 BJ4390
 BJ4390.Superseded values are not recommended for survey control.
 BJ4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4390.See file dsdata.txt to determine how the superseded data were derived.
 BJ4390
 BJ4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2965425533(NAD 83)
 BJ4390_MARKER: 53 = ELEVATED TANK
 BJ4390
 BJ4390  HISTORY     - Date     Condition        Report By
 BJ4390  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4390
 BJ4390                          STATION DESCRIPTION
 BJ4390
 BJ4390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4390'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE GARYVILLE,
 BJ4390'MUNICIPAL WATER TANK, LOCATED JUST WEST OF THE JUNCTION OF STATE
 BJ4390'HIGHWAYS 44 AND 54 IN GARYVILLE.  IT IS A SPHERICAL SHAPED TANK
 BJ4390'SUPPORTED BY 4 TUBULAR STEEL LEGS, 155 FEET IN HEIGHT, SILVER IN
 BJ4390'COLOR AND HAS GARYVILLE PAINTED IN BLACK LETTERS ON THE SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4391 ***********************************************************************
 BJ4391  DESIGNATION -  GARYVILLE RAD STA WKQT MAST
 BJ4391  PID         -  BJ4391
 BJ4391  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4391  USGS QUAD   -  RESERVE (1994)
 BJ4391
 BJ4391                         *CURRENT SURVEY CONTROL
 BJ4391  ___________________________________________________________________
 BJ4391* NAD 83(1992)-  30 04 35.75037(N)    090 37 17.49170(W)     ADJUSTED  
 BJ4391* NAVD 88     -                                                        
 BJ4391  **This station is located in a subsidence area (see below).
 BJ4391  ___________________________________________________________________
 BJ4391  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4391  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BJ4391
 BJ4391  HORZ ORDER  -  THIRD
 BJ4391
 BJ4391.The horizontal coordinates were established by classical geodetic methods
 BJ4391.and adjusted by the National Geodetic Survey in January 1993..
 BJ4391
 BJ4391 ** The orthometric height has not been validated since last determined
 BJ4391 ** by differential leveling and should not be used for control purposes.
 BJ4391 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4391 ** area with valid NAVD 88 orthometric heights.
 BJ4391 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4391 ** epoch indicated which incorporates improved geoid heights for the
 BJ4391 ** Southern Louisiana Subsidence area.
 BJ4391 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4391
 BJ4391.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4391
 BJ4391.The geoid height was determined by GEOID03.
 BJ4391
 BJ4391;                    North         East     Units Scale Factor Converg.
 BJ4391;SPC LA S     -   174,969.968 1,068,621.410   MT  0.99992661   +0 21 21.3
 BJ4391;SPC LA S     -   574,047.30  3,505,968.74   sFT  0.99992661   +0 21 21.3
 BJ4391;UTM  15      - 3,329,658.599   729,255.000   MT  1.00024848   +1 11 33.0
 BJ4391
 BJ4391                          SUPERSEDED SURVEY CONTROL
 BJ4391
 BJ4391  NAD 83(1986)-  30 04 35.76713(N)    090 37 17.49271(W) AD(       ) 4
 BJ4391  NAD 27      -  30 04 35.04449(N)    090 37 17.17109(W) AD(       ) 3
 BJ4391
 BJ4391.Superseded values are not recommended for survey control.
 BJ4391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4391.See file dsdata.txt to determine how the superseded data were derived.
 BJ4391
 BJ4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2925529659(NAD 83)
 BJ4391_MARKER: 42 = RADIO/TV MAST
 BJ4391
 BJ4391  HISTORY     - Date     Condition        Report By
 BJ4391  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4391
 BJ4391                          STATION DESCRIPTION
 BJ4391
 BJ4391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4391'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE GARYVILLE, WCKM
 BJ4391'(FM) WKQT (AM) RADIO MAST, OWNED BY THE SIDNEY J. LEVET III, 222
 BJ4391'CORPORATION, LOCATED 8.5 MILES WEST OF LAPLACE, 1.5 MILES NORTH OF
 BJ4391'GARYVILLE AND ON THE NORTH SIDE OF U.S. HIGHWAY 61.  IT IS A STEEL
 BJ4391'STRUCTURE, TRIANGULAR AND CROSS SECTIONED, 340 FEET IN HEIGHT,
 BJ4391'GUYED AND IS RED AND WHITE IN ALTERNATE SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2844 ***********************************************************************
 CP2844  DESIGNATION -  GASSOWAY
 CP2844  PID         -  CP2844
 CP2844  STATE/COUNTY-  LA/EAST CARROLL
 CP2844  USGS QUAD   -  MILLIKIN (1994)
 CP2844
 CP2844                         *CURRENT SURVEY CONTROL
 CP2844  ___________________________________________________________________
 CP2844* NAD 83(1992)-  32 59 31.57923(N)    091 13 14.92939(W)     ADJUSTED  
 CP2844* NAVD 88     -        42.8    (meters)     140.     (feet)  VERTCON   
 CP2844  ___________________________________________________________________
 CP2844  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CP2844  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2844
 CP2844  HORZ ORDER  -  SECOND
 CP2844
 CP2844.The horizontal coordinates were established by classical geodetic methods
 CP2844.and adjusted by the National Geodetic Survey in September 1999..
 CP2844
 CP2844.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2844
 CP2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2844
 CP2844.The geoid height was determined by GEOID03.
 CP2844
 CP2844;                    North         East     Units Scale Factor Converg.
 CP2844;SPC LA N     -   277,035.722 1,119,562.749   MT  1.00009042   +0 40 34.7
 CP2844;SPC LA N     -   908,908.03  3,673,098.79   sFT  1.00009042   +0 40 34.7
 CP2844;UTM  15      - 3,651,817.399   666,229.929   MT  0.99994071   +0 58 08.5
 CP2844
 CP2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2844!SPC LA N     -   0.99999739  x   1.00009042  =   1.00008781
 CP2844!UTM  15      -   0.99999739  x   0.99994071  =   0.99993810
 CP2844
 CP2844:                Primary Azimuth Mark                     Grid Az
 CP2844:SPC LA N     -  GASSOWAY AZ MK                           033 59 30.4
 CP2844:UTM  15      -  GASSOWAY AZ MK                           033 41 56.6
 CP2844
 CP2844|---------------------------------------------------------------------|
 CP2844| PID    Reference Object                     Distance      Geod. Az  |
 CP2844|                                                           dddmmss.s |
 CP2844| CY3628 GASSOWAY AZ MK                                     0344005.1 |
 CP2844| CP2845 GASSOWAY RM 1 1970                    9.682 METERS 20643     |
 CP2844| CY3629 GASSOWAY RM 2                         9.135 METERS 34148     |
 CP2844|---------------------------------------------------------------------|
 CP2844
 CP2844                          SUPERSEDED SURVEY CONTROL
 CP2844
 CP2844  NAD 83(1992)-  32 59 31.58009(N)    091 13 14.92908(W) AD(       ) 2
 CP2844  NAD 83(1992)-  32 59 31.58154(N)    091 13 14.92907(W) AD(       ) 2
 CP2844  NAD 83(1986)-  32 59 31.59261(N)    091 13 14.92145(W) AD(       ) 2
 CP2844  NAD 27      -  32 59 31.14596(N)    091 13 14.52265(W) AD(       ) 2
 CP2844  NGVD 29 (07/19/86)   42.9    (m)          141.     (f) VERT ANG       
 CP2844
 CP2844.Superseded values are not recommended for survey control.
 CP2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2844.See file dsdata.txt to determine how the superseded data were derived.
 CP2844
 CP2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6623051817(NAD 83)
 CP2844_MARKER: DS = TRIANGULATION STATION DISK
 CP2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2844
 CP2844  HISTORY     - Date     Condition        Report By
 CP2844  HISTORY     - 1970     MONUMENTED       NGS
 CP2844
 CP2844                          STATION DESCRIPTION
 CP2844
 CP2844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2844'THE STATION IS ABOUT 13 MILES NORTHEAST OF OAK GROVE, 5-1/2 MILES
 CP2844'EAST OF KILBOURNE, AND 0.8 MILE SOUTH OF THE LOUISIANA-ARKANSAS
 CP2844'STATELINE ON THE WEST SLOPE OF THE MISSISSIPPI RIVER LEVEE.
 CP2844'
 CP2844'TO REACH FROM THE INTERSECTION OF LOUISIANA STATE HIGHWAY 585
 CP2844'AND U.S. HIGHWAY 65 IN GASSOWAY, GO SOUTH ON U.S. HIGHWAY FOR
 CP2844'0.30 MILE TO A DIRT ROAD TO THE LEFT LEADING TO THE TOP OF THE
 CP2844'LEVEE.  TURN LEFT ONTO THIS ROAD AND PROCEED EAST FOR 0.10 MILE
 CP2844'TO THE TOP OF THE LEVEE.  TURN LEFT ONTO THE LEVEE ROAD AND
 CP2844'PROCEED NORTHWARD 0.45 MILE TO A CATTLEGUARD.  CONTINUE
 CP2844'NORTHWARD ALONG THE ROAD PAST THE CATTLEGUARD 0.05 MILE TO THE
 CP2844'STATION ON THE LEFT SIDE OF THE ROAD.  TO REACH THE AZIMUTH
 CP2844'MARK CONTINUE NORTHWARD ALONG THE LEVEE ROAD FOR 0.5 MILE PAST
 CP2844'THE STATION TO THE MARK ON THE LEFT SIDE OF THE ROAD.
 CP2844'
 CP2844'STATION MARKS ARE STANDARD DISKS STAMPED GASSOWAY 1970.  THE
 CP2844'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2844'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 15 FEET
 CP2844'NORTHWEST OF THE CENTER OF THE LEVEE ROAD AND 1.5 FEET SOUTHWEST
 CP2844'OF THE METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 CP2844'IRREGULAR MASS OF CONCRETE APPROXIMATELY 40 INCHES BELOW THE
 CP2844'GROUND SURFACE.
 CP2844'
 CP2844'REFERENCE MARK 1, A STANDARD DISK STAMPED GASSOWAY NO 1 1970, IS
 CP2844'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2844'IS FLUSH WITH THE GROUND SURFACE.  IT IS 315 FEET NORTHWEST OF
 CP2844'THE CATTLEGUARD ACROSS THE ROAD ATOP THE LEVEE, 31.0 FEET SOUTH
 CP2844'OF THE METAL WITNESS POST, AND 32 FEET WEST OF THE CENTER OF
 CP2844'THE LEVEE ROAD.
 CP2844'
 CP2844'REFERENCE MARK 2, A STANDARD DISK STAMPED GASSOWAY NO 2 1970, IS
 CP2844'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2844'FLUSH WITH THE GROUND SURFACE.  IT IS 332 FEET NORTH OF THE
 CP2844'CATTLEGUARD ACROSS THE ROAD ATOP THE LEVEE, 42 FEET WEST OF THE
 CP2844'CENTER OF THE LEVEE ROAD, AND 28.0 FEET NORTHWEST OF THE METAL
 CP2844'WITNESS POST.
 CP2844'
 CP2844'THE AZIMUTH MARK, A STANDARD DISK STAMPED GASSOWAY 1970, IS
 CP2844'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2844'IS FLUSH WITH THE GROUND SURFACE.  IT IS 15 FEET NORTHWEST OF
 CP2844'THE CENTER OF THE ROAD ATOP THE LEVEE AND 1.5 FEET SOUTHWEST OF
 CP2844'THE METAL WITNESS POST.
 CP2844'
 CP2844'NO MEASUREMENT BETWEEN THE RMS DUE TO OVERSIGHT.
 CP2844'
 CP2844'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2831 ***********************************************************************
 CP2831  DESIGNATION -  GATE
 CP2831  PID         -  CP2831
 CP2831  STATE/COUNTY-  LA/EAST CARROLL
 CP2831  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2831
 CP2831                         *CURRENT SURVEY CONTROL
 CP2831  ___________________________________________________________________
 CP2831* NAD 83(1992)-  32 50 54.30464(N)    091 09 23.01928(W)     ADJUSTED  
 CP2831* NAVD 88     -        35.29   (+/-2cm)     115.8    (feet)  VERTCON   
 CP2831  ___________________________________________________________________
 CP2831  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CP2831  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP2831
 CP2831  HORZ ORDER  -  FIRST
 CP2831  VERT ORDER  -  THIRD ? (See Below)
 CP2831
 CP2831.The horizontal coordinates were established by classical geodetic methods
 CP2831.and adjusted by the National Geodetic Survey in May 1994..
 CP2831
 CP2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2831.The vertical order pertains to the NGVD 29 superseded value.
 CP2831
 CP2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2831
 CP2831.The geoid height was determined by GEOID03.
 CP2831
 CP2831;                    North         East     Units Scale Factor Converg.
 CP2831;SPC LA N     -   261,173.359 1,125,781.174   MT  1.00004650   +0 42 37.3
 CP2831;SPC LA N     -   856,866.26  3,693,500.40   sFT  1.00004650   +0 42 37.3
 CP2831;SPC MS W     -   371,529.465   622,953.808   MT  1.00002317   -0 26 47.3
 CP2831;SPC MS W     - 1,218,926.25  2,043,807.62   sFT  1.00002317   -0 26 47.3
 CP2831;SPC AR S     -   420,485.003   478,981.634   MT  1.00013073   +0 28 19.8
 CP2831;SPC AR S     - 1,379,541.21  1,571,458.91   sFT  1.00013073   +0 28 19.8
 CP2831;UTM  15      - 3,635,988.666   672,528.209   MT  0.99996703   +1 00 00.9
 CP2831
 CP2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2831!SPC LA N     -   0.99999860  x   1.00004650  =   1.00004510
 CP2831!SPC MS W     -   0.99999860  x   1.00002317  =   1.00002177
 CP2831!SPC AR S     -   0.99999860  x   1.00013073  =   1.00012933
 CP2831!UTM  15      -   0.99999860  x   0.99996703  =   0.99996563
 CP2831
 CP2831:                Primary Azimuth Mark                     Grid Az
 CP2831:SPC LA N     -  GATE AZ MK 2                             080 37 39.6
 CP2831:SPC MS W     -  GATE AZ MK 2                             081 47 04.2
 CP2831:SPC AR S     -  GATE AZ MK 2                             080 51 57.1
 CP2831:UTM  15      -  GATE AZ MK 2                             080 20 16.0
 CP2831
 CP2831|---------------------------------------------------------------------|
 CP2831| PID    Reference Object                     Distance      Geod. Az  |
 CP2831|                                                           dddmmss.s |
 CP2831| CY3631 GATE AZ MK 2                                       0812016.9 |
 CP2831| CY3630 GATE AZ MK                                         0825435.4 |
 CP2831| CY3632 GATE RM 1                           283.129 METERS 09023     |
 CP2831| CY3204 1300                                               0985701.4 |
 CP2831| CY3634 GATE RM 3                            26.307 METERS 10013     |
 CP2831| CP2862 HOLLYBROOK E CARROL ELEVATOR        APPROX.12.7 KM 1893930.0 |
 CP2831| CP2833 LAKE PROVIDENCE FLEEMAN MAST        APPROX. 8.2 KM 1955220.0 |
 CP2831| CY3225 750                                                2000341.5 |
 CP2831| CP2830 LAKE PROVIDENCE CARROLL MAST        APPROX. 5.5 KM 2011751.9 |
 CP2831| CP2835 LAKE PROVIDENCE MUN TANK            APPROX. 5.7 KM 2085937.2 |
 CP2831| CP2829 LAKE PROVIDENCE FED COMP E TK       APPROX. 5.8 KM 2202716.0 |
 CP2831| CP2836 LAKE PROVIDENCE FED COMP W TK       APPROX. 5.8 KM 2205751.5 |
 CP2831| CY3635 GATE RM 4                            24.773 METERS 22200     |
 CP2831| CY3633 GATE RM 2                            75.530 METERS 22818     |
 CP2831| CP2828 LAKE PROVIDENCE RAD KLPL MAST       APPROX. 5.9 KM 2325007.2 |
 CP2831|---------------------------------------------------------------------|
 CP2831
 CP2831                          SUPERSEDED SURVEY CONTROL
 CP2831
 CP2831  NAD 83(1992)-  32 50 54.31137(N)    091 09 23.01606(W) AD(       ) 1
 CP2831  NAD 83(1986)-  32 50 54.31712(N)    091 09 23.01250(W) AD(       ) 1
 CP2831  NAD 27      -  32 50 53.85500(N)    091 09 22.61900(W) AD(       ) 1
 CP2831  NGVD 29 (07/19/86)   35.35   (m)          116.0    (f) LEVELING    3  
 CP2831
 CP2831.Superseded values are not recommended for survey control.
 CP2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2831.See file dsdata.txt to determine how the superseded data were derived.
 CP2831
 CP2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7252835989(NAD 83)
 CP2831_MARKER: DS = TRIANGULATION STATION DISK
 CP2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2831
 CP2831  HISTORY     - Date     Condition        Report By
 CP2831  HISTORY     - 1929     MONUMENTED       CGS
 CP2831  HISTORY     - 1935     GOOD             CGS
 CP2831  HISTORY     - 1936     GOOD             LAGS
 CP2831  HISTORY     - 1958     GOOD             CGS
 CP2831  HISTORY     - 1970     GOOD             NGS
 CP2831
 CP2831                          STATION DESCRIPTION
 CP2831
 CP2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2831'STATION IS 3.8 MILES N OF LEVEE FROM LAKE PROVIDENCE, ON
 CP2831'LEVEE BANQUETTE AT POINT WHERE LEVEE MAKES RIGHT ANGLE TURN
 CP2831'TO E (THE LEVEE GOES E 0.5 MILE AND THEN TURNS N) AND JUST
 CP2831'E OF GATE IN FENCE AT FOOT OF LEVEE.
 CP2831'
 CP2831'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 CP2831'SET IN CONCRETE.
 CP2831'
 CP2831'REFERENCE MARK NO. 1 IS ON LEVEE BANQUETTE, 283.15 METERS
 CP2831'(929.0 FEET) FROM STATION IN AZIMUTH 270 DEG 23 MIN 02 SEC.
 CP2831'
 CP2831'REFERENCE MARK NO. 2 IS ON LEVEE BANQUETTE, 75.52 METERS
 CP2831'(247.8 FEET) FROM THE STATION IN AZIMUTH 48 DEG 18 MIN.
 CP2831'
 CP2831'STATION IS REACHED FROM LAKE PROVIDENCE BY GOING 3.8 MILES
 CP2831'N ALONG BANQUETTE OF LEVEE.
 CP2831
 CP2831                          STATION RECOVERY (1935)
 CP2831
 CP2831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2831'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED.  STATION
 CP2831'AND REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 CP2831'
 CP2831'STATION IS 17 FEET N OF CENTER LINE OF BANQUETTE ROAD, 393 FEET
 CP2831'N OF INTERSECTION OF 3 LEVEES AND OPPOSITE PLACE WHERE LEVEE
 CP2831'STRAIGHTENS OUT IN EASTERLY DIRECTION.
 CP2831'
 CP2831'REFERENCE MARK NO. 1 IS 15 FEET N OF CENTER LINE OF BANQUETTE
 CP2831'ROAD AT PLACE WHERE OLD LEVEE MAKES SLIGHT BEND TO THE S AFTER
 CP2831'RIGHT ANGLE BEND AT STATION.
 CP2831'
 CP2831'REFERENCE MARK NO. 2 IS 25 FEET W OF CENTER LINE OF BANQUETTE
 CP2831'ROAD 146 FEET N OF INTERSECTION OF 3 LEVEES.  THE TOP IS
 CP2831'BROKEN OFF, THE DISK IS GONE AND THE REMAINING CONCRETE IS
 CP2831'FLUSH WITH GROUND.
 CP2831'
 CP2831'TO REACH FROM LAKE PROVIDENCE GO N ON GRAVEL ROAD FOR 4.0
 CP2831'MILES TO HOLLAND DELTA STORE.  TURN E ON FIRST FIELD ROAD
 CP2831'LEADING TO LEVEE AND FOLLOW LEVEE S ABOUT 1.0 MILE TO GATE
 CP2831'MENTIONED IN ORIGINAL DESCRIPTION WHICH IS JUST NW OF INTERSECTION
 CP2831'OF 3 LEVEES.
 CP2831
 CP2831                          STATION RECOVERY (1936)
 CP2831
 CP2831'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP2831'THE ORIGINAL DESCRIPTION IS CHANGED SOME BY THE CONSTRUCTION
 CP2831'OF A NEW LEVEE AND THE CHANGE IN SECTION OF THE OLD LEVEE.
 CP2831'
 CP2831'STATION IS 3.8 MILES N BY LEVEE FROM LAKE PROVIDENCE, ON OLD
 CP2831'LEVEE BANQUETTE, 287 FEET ABOVE INTERSECTION OF WILSON POINT NEW
 CP2831'LEVEE WITH OLD LEVEE.
 CP2831'
 CP2831'REFERENCE MARK NO. 1 IS AS ORIGINALLY DESCRIBED.
 CP2831'
 CP2831'REFERENCE MARK NO. 2 WAS DESTROYED BY LEVEE MACHINES IN
 CP2831'CONSTRUCTING THE WILSON POINT NEW LEVEE.
 CP2831
 CP2831                          STATION RECOVERY (1958)
 CP2831
 CP2831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2831'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CP2831'REFERENCE MARKS 1 AND 2 HAD DEFINITELY BEEN DESTROYED AND
 CP2831'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  AN AZIMUTH MARK
 CP2831'WAS ALSO ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 CP2831'DESCRIPTION--
 CP2831'
 CP2831'STATION IS LOCATED ABOUT 3 MILES NORTH AND 1 MILE EAST OF
 CP2831'LAKE PROVIDENCE, 1-1/2 MILES NORTHEAST OF THE NORTHEAST CORNER
 CP2831'OF ROUND LAKE, 1 MILE NORTHWEST OF THE LOUISIANA-MISSISSIPPI
 CP2831'STATE LINE AT ITS CLOSEST POINT, 125 YARDS NORTH OF A BRANCH
 CP2831'LEVEE JUNCTION AND JUST NORTHWEST OF THE CENTER OF A CURVE IN THE
 CP2831'LEVEE AS IT TURNS FROM A NORTH-SOUTH TO AN EAST-WEST DIRECTION,
 CP2831'AND ON THE BANQUETTE OF THE LEVEE.
 CP2831'
 CP2831'TO REACH FROM THE TRAFFIC LIGHT AT THE LAKE PROVIDENCE BANK,
 CP2831'IN THE BUSINESS CENTER OF LAKE PROVIDENCE, GO EAST FOR 1
 CP2831'BLOCK TO A T-INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.15
 CP2831'MILE TO A FORK.  TAKE RIGHT FORK AND GO NORTHEAST FOR 0.05
 CP2831'MILE TO THE TOP OF THE LEVEE AND METAL GATE ON THE LEFT.
 CP2831'PASS THROUGH GATE AND FOLLOW LEVEE ROAD NORTHERLY FOR 2.0
 CP2831'MILES TO A CATTLEGUARD.  CROSS CATTLEGUARD AND CONTINUE NORTH
 CP2831'FOR 0.45 MILE TO 750 (USE) MARK ON LEFT.  CONTINUE NORTH FOR
 CP2831'0.6 MILE TO THE JUNCTION OF A BRANCH LEVEE LEFT.  CONTINUE
 CP2831'NORTH ON BANQUETTE ROAD ALONG THE WEST SIDE OF THE
 CP2831'NORTH-SOUTH LEVEE FOR 0.05 MILE TO A CATTLEGUARD.  CROSS
 CP2831'CATTLEGUARD AND CONTINUE NORTH FOR 0.05 MILE TO THE POINT
 CP2831'WHERE THE LEVEE TURNS TO THE EAST AND STATION ON LEFT.
 CP2831'CONTINUE EAST ON BANQUETTE ROAD FOR 0.25 MILE TO 1300 (MRC)
 CP2831'MARK ON RIGHT.  CONTINUE EAST FOR 0.25 MILE TO A CURVE LEFT.
 CP2831'CONTINUE NORTH ON BANQUETTE ROAD FOR ABOUT 0.15 MILE TO A
 CP2831'SMALL LEVEE BRANCHING WEST FROM THE MAIN LEVEE.  TURN LEFT
 CP2831'AND FOLLOW ALONG THE SOUTH SIDE OF THE SMALL LEVEE FOR
 CP2831'0.1 MILE TO A TRIANGLE BLAZED THREE TRUNKED TREE AND AZIMUTH
 CP2831'MARK.
 CP2831'
 CP2831'STATION MARK IS A STANDARD DISK, STAMPED GATE 1929.  IT IS
 CP2831'SET IN THE TOP OF AN 8 X 14 INCH CONCRETE POST WHICH IS
 CP2831'FLUSH WITH THE GROUND SURFACE, 385 FEET NORTH OF THE CENTER
 CP2831'OF THE LEVEE JUNCTION, 178 FEET NORTH-NORTHEAST OF THE CENTER
 CP2831'OF A CATTLEGUARD, 69 FEET NORTHWEST OF THE CENTER OF THE TOP
 CP2831'OF THE LEVEE AND 11 FEET NORTHWEST OF THE BANQUETTE ROAD CENTER.
 CP2831'
 CP2831'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GATE NO 3 1929.
 CP2831'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 CP2831'IS FLUSH WITH THE GROUND SURFACE, 424 FEET NORTH-NORTHEAST
 CP2831'OF THE LEVEE JUNCTION, 242 FEET NORTHEAST OF THE CATTLEGUARD
 CP2831'CENTER, 44 FEET NORTHWEST OF THE LEVEE CENTER AND 22 FEET
 CP2831'SOUTHEAST OF THE ROAD CENTER.
 CP2831'
 CP2831'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED GATE NO 4 1929.
 CP2831'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 CP2831'IS FLUSH WITH THE GROUND SURFACE, 305 FEET NORTH OF THE LEVEE
 CP2831'JUNCTION, 98 FEET NORTH-NORTHEAST OF THE CATTLEGUARD CENTER
 CP2831'32 FEET NORTHWEST OF THE LEVEE CENTER AND 20 FEET SOUTHEAST
 CP2831'OF THE ROAD CENTER.
 CP2831'
 CP2831'AZIMUTH MARK IS A STANDARD DISK, STAMPED GATE 1929.  IT IS SET
 CP2831'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2831'5 INCHES, 422 FEET NORTHWEST OF THE CENTER OF THE MAIN LEVEE,
 CP2831'375 FEET NORTHWEST OF THE BANQUETTE ROAD CENTER, 39 FEET
 CP2831'SOUTHWEST OF THE SMALL BRANCH LEVEE CENTER AND 8 FEET SOUTH
 CP2831'OF A THREE-TRUNKED TREE WITH A TRIANGLE BLAZE ON ITS SOUTH
 CP2831'SIDE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET
 CP2831'SOUTHEAST OF THE MARK.
 CP2831'
 CP2831'750 (USE) IS A U.S. ENGINEERS DEPARTMENT MARK, STAMPED 750
 CP2831'1934.  IT IS A BRONZE CAP BRADED TO THE TOP OF A 4-INCH IRON
 CP2831'PIPE PROJECTING 8 INCHES AND 11 FEET WEST OF THE CENTER OF
 CP2831'THE TOP OF THE LEVEE.  A 2 IN X 4 IN WHITE WITNESS POST WAS SET
 CP2831'1 FOOT EAST OF THE MARK.
 CP2831'
 CP2831'1300 (MRC) IS A MISSISSIPPI RIVER COMMISSION MARK, STAMPED
 CP2831'1300.  IT IS A BRONZE CAP BOLTED TO THE TOP OF A 2-1/2 INCH
 CP2831'IRON PIPE PROJECTING 18 INCHES, 34 FEET SOUTH OF THE BANQUETTE
 CP2831'ROAD CENTER, 18 FEET NORTH OF THE CENTER OF THE TOP OF THE LEVEE
 CP2831'AND ABOUT 4 FEET LOWER THAN THE TOP OF THE LEVEE.
 CP2831'
 CP2831'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CP2831
 CP2831                          STATION RECOVERY (1970)
 CP2831
 CP2831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2831'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HIGH EMBANKMENT.
 CP2831'
 CP2831'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND AZIMUTH
 CP2831'MARK 1958 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CP2831'AZIMUTH MARK NO 2 1929 1970 WAS ESTABLISHED AT THIS TIME.
 CP2831'THE DISTANCES AND DIRECTIONS TO THE MARKS CHECKED FAVORABLE.
 CP2831'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CP2831'
 CP2831'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF LAKE
 CP2831'PROVIDENCE, 1-1/2 MILES NORTHEAST OF ROUND LAKE, 1 MILE NORTHWEST
 CP2831'OF THE MISSISSIPPI-LOUISIANA STATE LINE IN SECTION 72, T 22 N,
 CP2831'R 13 E AND ON THE PROPERTY OF MR. W.E. JONES, ROUTE 2, BOX
 CP2831'275, LAKE PROVIDENCE, LOUISIANA.
 CP2831'
 CP2831'TO REACH THE STATION FROM THE POST OFFICE IN LAKE PROVIDENCE,
 CP2831'GO NORTH ON U.S. HIGHWAY 65 FOR 0.15 MILES TO A T-INTERSECTION.
 CP2831'TURN RIGHT AND GO EAST ON A PAVED STREET FOR 0.1 MILE TO A
 CP2831'T-INTERSECTION.  TURN LEFT AND GO NORTH ON A PAVED STREET FOR
 CP2831'0.05 MILE TO A FORK.  TURN RIGHT AND GO NORTHEAST FOR 0.05
 CP2831'MILE TO THE TOP OF THE LEVEE AND A CROSSROAD.  TURN LEFT AND
 CP2831'GO NORTH ON GRAVELED ROAD ATOP LEVEE FOR 3.25 MILE TO THE
 CP2831'JUNCTION OF THREE LEVEES AND A GRAVELED ROAD LEADING TO THE
 CP2831'NORTH AND EAST ALONG THE NORTH SIDE OF THE EAST LEVEE.
 CP2831'CONTINUE AHEAD NORTH ON GRAVELED ROAD FOR 0.05 MILE TO THE
 CP2831'STATION ON THE LEFT AND ON THE NORTH SIDE OF GRAVELED ROAD.
 CP2831'
 CP2831'TO REACH AZIMUTH MARK NO 2 1929 1970 FROM THE STATION, GO EAST ON
 CP2831'THE GRAVELED ROAD FOR 0.15 MILE TO A LARGE PIPELINE CROSSING.
 CP2831'TURN LEFT AND GO NORTH ON A FIELD ROAD FOR 0.05 MILE AND BEAR
 CP2831'RIGHT FOR 0.05 MILE TO A CORRAL AND THE MARK AS DESCRIBED.
 CP2831'
 CP2831'TO REACH AZIMUTH MARK 1958 FROM THE STATION, GO EAST ON THE
 CP2831'GRAVELED ROAD FOR 0.25 MILE TO A POINT WHERE THE ROAD
 CP2831'TURNS TO THE NORTH ALONG THE WEST SIDE OF THE LEVEE.  TURN
 CP2831'LEFT AND GO NORTH ON DIM ROAD FOR 0.2 MILE TO A SMALL LEVEE
 CP2831'LEADING TO THE WEST.  TURN LEFT AND GO WEST ALONG THE SOUTH
 CP2831'SIDE OF THE SMALL LEVEE FOR 0.05 MILE TO THE MARK AS DESCRIBED.
 CP2831'
 CP2831'THE STATION MARKS ARE STANDARD DISKS STAMPED GATE 1929.  THE
 CP2831'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CP2831'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71
 CP2831'FEET SOUTH OF AN EAST-WEST FENCE LINE, 67 FEET NORTH OF THE
 CP2831'CENTER OF THE EAST LEVEE, 14 FEET NORTH OF THE CENTER OF
 CP2831'THE GRAVELED ROAD AND 0.05 MILE NORTH-NORTHEAST OF THE CENTER OF
 CP2831'THE THREE LEVEE JUNCTION.  THE UNDER GROUND MARK IS SET IN
 CP2831'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CP2831'GROUND SURFACE.
 CP2831'
 CP2831'REFERENCE MARK 3, A STANDARD DISK STAMPED GATE NO 3 1929,
 CP2831'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 CP2831'FLUSH WITH THE GROUND SURFACE.  IT IS 42 FEET NORTH OF THE
 CP2831'CENTER OF THE LEVEE AND 12 FEET SOUTH OF THE GRAVELED ROAD.
 CP2831'
 CP2831'REFERENCE MARK 4, A STANDARD DISK STAMPED GATE NO 4 1929,
 CP2831'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CP2831'IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET NORTHWEST OF THE
 CP2831'CENTER OF THE LEVEE AND 22 FEET SOUTHEAST OF THE CENTER OF
 CP2831'THE GRAVELED ROAD.
 CP2831'
 CP2831'AZIMUTH MARK 1958, A STANDARD DISK STAMPED GATE 1958, IS SET
 CP2831'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CP2831'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 8 FEET SOUTHWEST
 CP2831'OF A THREE TRUNKED OAK TREE AND 41 FEET WEST-SOUTHWEST OF THE
 CP2831'SMALL LEVEE.
 CP2831'
 CP2831'AZIMUTH MARK NO 2 1929 1970, A STANDARD DISK STAMPED GATE
 CP2831'NO 2 1929 1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2831'CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 20 FEET NORTH
 CP2831'OF THE SOUTHWEST CORNER OF A CORRAL, 16 FEET SOUTHEAST OF A
 CP2831'30-INCH PECAN TREE, 2.5 FEET NORTHWEST OF A METAL WITNESS
 CP2831'POST WITH SIGN AND 2 FEET WEST OF A BOARD FENCE.
 CP2831'
 CP2831'HEIGHT OF LIGHT ABOVE STATION MARK 126.67 FEET.
 CP2831'
 CP2831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 CP2831'NORTH-NORTHEAST OF LAKE PROVIDENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0953 ***********************************************************************
 AT0953  DESIGNATION -  GATE
 AT0953  PID         -  AT0953
 AT0953  STATE/COUNTY-  LA/ST BERNARD
 AT0953  USGS QUAD   -  POINT CHICOT (1994)
 AT0953
 AT0953                         *CURRENT SURVEY CONTROL
 AT0953  ___________________________________________________________________
 AT0953* NAD 83(1992)-  29 44 21.57025(N)    089 21 47.13983(W)     ADJUSTED  
 AT0953* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0953  ___________________________________________________________________
 AT0953  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AT0953  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AT0953
 AT0953  HORZ ORDER  -  SECOND
 AT0953
 AT0953.The horizontal coordinates were established by classical geodetic methods
 AT0953.and adjusted by the National Geodetic Survey in May 1994..
 AT0953
 AT0953.The orthometric height was scaled from a topographic map.
 AT0953
 AT0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0953
 AT0953.The geoid height was determined by GEOID03.
 AT0953
 AT0953;                    North         East     Units Scale Factor Converg.
 AT0953;SPC LA S     -   139,010.986 1,190,574.321   MT  0.99993610   +0 59 06.5
 AT0953;SPC LA S     -   456,071.88  3,906,075.92   sFT  0.99993610   +0 59 06.5
 AT0953;UTM  16      - 3,292,239.754   271,458.567   MT  1.00024449   -1 10 21.8
 AT0953
 AT0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0953!SPC LA S     -   1.00000399  x   0.99993610  =   0.99994009
 AT0953!UTM  16      -   1.00000399  x   1.00024449  =   1.00024849
 AT0953
 AT0953|---------------------------------------------------------------------|
 AT0953| PID    Reference Object                     Distance      Geod. Az  |
 AT0953|                                                           dddmmss.s |
 AT0953| DD7121 GATE RM 2                            16.470 METERS 04352     |
 AT0953| AT0965 SPAR 1934                           APPROX. 7.8 KM 2711426.7 |
 AT0953| DD7120 GATE RM 1                            17.061 METERS 32152     |
 AT0953|---------------------------------------------------------------------|
 AT0953
 AT0953                          SUPERSEDED SURVEY CONTROL
 AT0953
 AT0953  NAD 83(1992)-  29 44 21.57182(N)    089 21 47.13792(W) AD(       ) 2
 AT0953  NAD 83(1986)-  29 44 21.57689(N)    089 21 47.14050(W) AD(       ) 2
 AT0953  NAD 27      -  29 44 20.84000(N)    089 21 46.96100(W) AD(       ) 2
 AT0953
 AT0953.Superseded values are not recommended for survey control.
 AT0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0953.See file dsdata.txt to determine how the superseded data were derived.
 AT0953
 AT0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7145992240(NAD 83)
 AT0953_MARKER: DS = TRIANGULATION STATION DISK
 AT0953_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0953_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0953
 AT0953  HISTORY     - Date     Condition        Report By
 AT0953  HISTORY     - 1934     MONUMENTED       CGS
 AT0953  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT0953
 AT0953                          STATION DESCRIPTION
 AT0953
 AT0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0953'STATION IS IN MARSH AT ABOUT THE CENTER OF THE SW COAST OF GATE
 AT0953'ISLAND WHICH FORMS
 AT0953'THE SOUTHERN BOUNDARY OF ELOI BAY.  LOCATED ON A
 AT0953'SMALL POINT 20 METERS INSHORE.
 AT0953'
 AT0953'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0953'OF THE TOP OF A
 AT0953'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0953'UPPER END OF A LONG WOODEN PILE
 AT0953'DRIVEN INTO THE MARSH.
 AT0953'
 AT0953'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF
 AT0953'CONCRETE.  BOTH
 AT0953'ARE IN SOFT MARSH AND ARE OF STANDARD DESIGN CAST
 AT0953'AROUND 2 BY 4 CYPRESS PILINGS.
 AT0953
 AT0953                          STATION RECOVERY (1952)
 AT0953
 AT0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0953'STATION AND REFERENCE MARK LOST DUE TO SHORELINE EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0955 ***********************************************************************
 AT0955  DESIGNATION -  GATE 2
 AT0955  PID         -  AT0955
 AT0955  STATE/COUNTY-  LA/ST BERNARD
 AT0955  USGS QUAD   -  POINT CHICOT (1994)
 AT0955
 AT0955                         *CURRENT SURVEY CONTROL
 AT0955  ___________________________________________________________________
 AT0955* NAD 83(1992)-  29 44 25.53883(N)    089 21 44.79683(W)     ADJUSTED  
 AT0955* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0955  ___________________________________________________________________
 AT0955  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AT0955  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AT0955
 AT0955  HORZ ORDER  -  THIRD
 AT0955
 AT0955.The horizontal coordinates were established by classical geodetic methods
 AT0955.and adjusted by the National Geodetic Survey in May 1994..
 AT0955
 AT0955.The orthometric height was scaled from a topographic map.
 AT0955
 AT0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0955
 AT0955.The geoid height was determined by GEOID03.
 AT0955
 AT0955;                    North         East     Units Scale Factor Converg.
 AT0955;SPC LA S     -   139,134.240 1,190,635.166   MT  0.99993601   +0 59 07.7
 AT0955;SPC LA S     -   456,476.25  3,906,275.54   sFT  0.99993601   +0 59 07.7
 AT0955;UTM  16      - 3,292,360.667   271,524.030   MT  1.00024412   -1 10 20.8
 AT0955
 AT0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0955!SPC LA S     -   1.00000400  x   0.99993601  =   0.99994001
 AT0955!UTM  16      -   1.00000400  x   1.00024412  =   1.00024812
 AT0955
 AT0955:                Primary Azimuth Mark                     Grid Az
 AT0955:SPC LA S     -  GATE 2 AZ MK                             098 38 09.9
 AT0955:UTM  16      -  GATE 2 AZ MK                             100 47 38.4
 AT0955
 AT0955|---------------------------------------------------------------------|
 AT0955| PID    Reference Object                     Distance      Geod. Az  |
 AT0955|                                                           dddmmss.s |
 AT0955| DD7123 GATE 2 AZ MK                                       0993717.6 |
 AT0955| DD7122 GATE 2 RM 1                          22.220 METERS 26758     |
 AT0955| AT0954 GATE 2 RM 2                          25.392 METERS 34734     |
 AT0955|---------------------------------------------------------------------|
 AT0955
 AT0955                          SUPERSEDED SURVEY CONTROL
 AT0955
 AT0955  NAD 83(1992)-  29 44 25.54044(N)    089 21 44.79568(W) AD(       ) 3
 AT0955  NAD 83(1986)-  29 44 25.54544(N)    089 21 44.79799(W) AD(       ) 3
 AT0955  NAD 27      -  29 44 24.80600(N)    089 21 44.61700(W) AD(       ) 3
 AT0955
 AT0955.Superseded values are not recommended for survey control.
 AT0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0955.See file dsdata.txt to determine how the superseded data were derived.
 AT0955
 AT0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7152492361(NAD 83)
 AT0955_MARKER: DS = TRIANGULATION STATION DISK
 AT0955_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0955_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0955
 AT0955  HISTORY     - Date     Condition        Report By
 AT0955  HISTORY     - 1952     MONUMENTED       CGS
 AT0955  HISTORY     - 1955     GOOD             CGS
 AT0955  HISTORY     - 1966     POOR             CGS
 AT0955  HISTORY     - 1969     GOOD             CGS
 AT0955  HISTORY     - 1970     SEE DESCRIPTION  NGS
 AT0955
 AT0955                          STATION DESCRIPTION
 AT0955
 AT0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0955'ON THE W SHORE OF CHANDELEUR SOUND, ON THE S SIDE OF ELOI BAY, ON THE
 AT0955'S SIDE OF GATE
 AT0955'ISLAND APPROXIMATELY 3700 FEET WNW OF DEADMAN POINT.
 AT0955'STATION IS LOCATED ON THE POINT
 AT0955'ON THE E SIDE OF THE LARGE BAY IN THE
 AT0955'CENTER OF GATE ISLAND, ON THE W BANK OF THE SECOND
 AT0955'SMALL POND FROM
 AT0955'THE E SIDE OF THE BAY.  APPARENT SHORELINE ON S SIDE OF ISLAND IS
 AT0955'LOCATED 243 FEET
 AT0955'S 6 DEG E, ON E SIDE OF BAY IS 247
 AT0955'FEET S 85 DEG W, A
 AT0955'SMALL POND IS 7 FEET N 88 DEG E.
 AT0955'
 AT0955'STATION MARK IS A STANDARD DISK, STAMPED GATE 2 1952, SET IN CONCRETE
 AT0955'IN TOP OF A 6 INCH TILE PROJECTING 10 INCHES.
 AT0955'
 AT0955'R.M. 1 IS A
 AT0955'STANDARD DISK, STAMPED GATE 2 NO.1 1952, SET CONCRETE IN THE
 AT0955'TOP OF A 6-INCH TILE
 AT0955'PROJECTING 10 INCHES.
 AT0955'
 AT0955'R.M. 2 IS A STANDARD DISK, STAMPED GATE 2 NO 2 1952, SET IN CONCRETE
 AT0955'IN THE TOP OF A
 AT0955'6-INCH TILE PROJECTING 10 INCHES.
 AT0955'
 AT0955'MONUMENTS ARE FILLED WITH CONCRETE AND ARE SUPPORTED ON 2 X 4S 8 FEET
 AT0955'LONG DRIVEN INTO
 AT0955'THE MARSH.
 AT0955
 AT0955                          STATION RECOVERY (1955)
 AT0955
 AT0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0955'ALL MARKS WERE RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS
 AT0955'THE STATION IS ON THE WESTERN SHORE OF CHANDELEUR SOUND, ON THE SOUTH
 AT0955'SIDE OF ELOI BAY,
 AT0955'ON THE POINT ON THE EAST SIDE OF THE LARGE BAY IN
 AT0955'THE CENTER OF GATE ISLAND.
 AT0955'
 AT0955'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 6-INCH TILE
 AT0955'FILLED WITH CONCRETE
 AT0955'WHICH PROJECTS 16 INCHES.  IT IS 153 FEET EAST OF THE
 AT0955'EAST BANK OF A SMALL POND, 6
 AT0955'FEET WEST OF THE WEST BANK OF A SECOND
 AT0955'SMALL POND.  APPARENT SHORELINE TO THE WEST IS
 AT0955'225 FEET, TO THE SOUTH
 AT0955'240 FEET.  STATION IS EASILY REACHED BY BOAT, THE WATER BEING
 AT0955'ABOUT 4 FEET DEEP
 AT0955'IN THIS VICINITY.  THE MARK IS STAMPED GATE 2 1952.
 AT0955'
 AT0955'REFERENCE MARK NO 1 WEST OF STATION IS A STANDARD DISK SET IN THE TOP
 AT0955'OF A 6 INCH TILE FILLED
 AT0955'WITH CONCRETE, 75 FEET WEST SIDE OF A SMALL POND,
 AT0955'85 FEET NORTHEAST OF A SCOND SMALL
 AT0955'POND AND PROJECTS 15 INCHES.  THE
 AT0955'DISK IS STAMPED GATE 2 NO 1 1952.
 AT0955'
 AT0955'REFERENCE MARK NO 2 NORTHWEST OF STATION IS A STANDARD DISK SET IN
 AT0955'THE TOP OF A 6 INCH
 AT0955'TILE FILLED WITH CONCRETE, 42 FEET NORTHWEST OF NORTH
 AT0955'BANK OF SMALL POND, 105 FEET
 AT0955'SOUTHWEST OF SOUTH BANK OF A SECOND
 AT0955'SMALL POND AND PROJECTS 10 INCHES.
 AT0955'
 AT0955'THE DISK IS STAMPED GATE 2 NO 2 1952.
 AT0955
 AT0955                          STATION RECOVERY (1966)
 AT0955
 AT0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0955'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE STATION
 AT0955'MARK FOUND TO BE
 AT0955'IN POOR CONDITION, IN LOOSE MARSH.  REFERENCE MARKS
 AT0955'1 AND 2 WERE FOUND TO BE IN GOOD
 AT0955'CONDITION.  THE ANGLE BETWEEN THE
 AT0955'REFERENCE MARKS DID NOT CHECK BY 4 MINUTES AND 12
 AT0955'SECONDS.  AN
 AT0955'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  DUE TO THE CONDITION OF
 AT0955'THE STATION MARK,
 AT0955'A TOWER WAS ERECTED OVER REFERENCE MARK NO.  2 AND
 AT0955'WAS USED AS A STATION AT THIS TIME.
 AT0955'
 AT0955'FOR ANY FURTHER INFORMATION ON THIS STATION SEE THE DESCRIPTION OF
 AT0955'STATION GATE 2
 AT0955'1952 R.M.  2.
 AT0955
 AT0955                          STATION RECOVERY (1969)
 AT0955
 AT0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0955'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT0955'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT0955'CONDITION.
 AT0955
 AT0955                          STATION RECOVERY (1970)
 AT0955
 AT0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0955'STATION WAS VISITED 3-25-70.  REFERENCE MARKS 1 AND 2, AND THE
 AT0955'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 AT0955'FOUND BROKEN OFF AND LYING IN THE EDGE OF A SMALL POND.  A TOWER
 AT0955'WAS ERECTED OVER REFERENCE MARK 2 IN 1966 AND IT WAS USED AS THE
 AT0955'STATION.  A REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 AT0955'
 AT0955'SEE DESCRIPTION FOR GATE 2 RM 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0954 ***********************************************************************
 AT0954  DESIGNATION -  GATE 2 RM 2
 AT0954  PID         -  AT0954
 AT0954  STATE/COUNTY-  LA/ST BERNARD
 AT0954  USGS QUAD   -  POINT CHICOT (1994)
 AT0954
 AT0954                         *CURRENT SURVEY CONTROL
 AT0954  ___________________________________________________________________
 AT0954* NAD 83(1992)-  29 44 26.34416(N)    089 21 45.00023(W)     ADJUSTED  
 AT0954* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AT0954  ___________________________________________________________________
 AT0954  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AT0954  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AT0954
 AT0954  HORZ ORDER  -  THIRD
 AT0954
 AT0954.The horizontal coordinates were established by classical geodetic methods
 AT0954.and adjusted by the National Geodetic Survey in May 1994..
 AT0954
 AT0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0954
 AT0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0954
 AT0954.The geoid height was determined by GEOID03.
 AT0954
 AT0954;                    North         East     Units Scale Factor Converg.
 AT0954;SPC LA S     -   139,158.938 1,190,629.275   MT  0.99993599   +0 59 07.6
 AT0954;SPC LA S     -   456,557.28  3,906,256.21   sFT  0.99993599   +0 59 07.6
 AT0954;UTM  16      - 3,292,385.577   271,519.072   MT  1.00024415   -1 10 20.9
 AT0954
 AT0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0954!SPC LA S     -   1.00000346  x   0.99993599  =   0.99993945
 AT0954!UTM  16      -   1.00000346  x   1.00024415  =   1.00024761
 AT0954
 AT0954:                Primary Azimuth Mark                     Grid Az
 AT0954:SPC LA S     -  GATE 2 AZ MK                             102 44 12.2
 AT0954:UTM  16      -  GATE 2 AZ MK                             104 53 40.7
 AT0954
 AT0954|---------------------------------------------------------------------|
 AT0954| PID    Reference Object                     Distance      Geod. Az  |
 AT0954|                                                           dddmmss.s |
 AT0954| DD7123 GATE 2 AZ MK                                       1034319.8 |
 AT0954| AT0955 GATE 2                               25.392 METERS 16734     |
 AT0954| DD7122 GATE 2 RM 1                          30.578 METERS 21312     |
 AT0954| AT0974 MISS RIV GULF OUTLET LT 89          APPROX. 7.5 KM 2382139.9 |
 AT0954| AT0971 MISS RIV GULF OUTLET LT 90          APPROX. 7.3 KM 2385053.4 |
 AT0954| DD7124 GATE 2 RM 2 RM 3                     15.421 METERS 32910     |
 AT0954|---------------------------------------------------------------------|
 AT0954
 AT0954                          SUPERSEDED SURVEY CONTROL
 AT0954
 AT0954  NAD 83(1992)-  29 44 26.34577(N)    089 21 44.99908(W) AD(       ) 3
 AT0954  NAD 83(1986)-  29 44 26.35095(N)    089 21 45.00144(W) AD(       ) 3
 AT0954  NAD 27      -  29 44 25.61130(N)    089 21 44.82040(W) AD(       ) 3
 AT0954  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AT0954
 AT0954.Superseded values are not recommended for survey control.
 AT0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0954.See file dsdata.txt to determine how the superseded data were derived.
 AT0954
 AT0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7151992386(NAD 83)
 AT0954_MARKER: DR = REFERENCE MARK DISK
 AT0954_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0954_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0954
 AT0954  HISTORY     - Date     Condition        Report By
 AT0954  HISTORY     - 1966     MONUMENTED       CGS
 AT0954  HISTORY     - 1969     GOOD             CGS
 AT0954  HISTORY     - 1970     GOOD             NGS
 AT0954
 AT0954                          STATION DESCRIPTION
 AT0954
 AT0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0954'THE STATION IS LOCATED ON THE WEST SHORE OF CHANDELEUR SOUND, ON THE
 AT0954'SOUTH SIDE OF ELOI
 AT0954'BAY, ON THE SOUTH SIDE OF DEADMAN ISLAND (PREVIOUS
 AT0954'DESCRIPTION CALLED THIS GATE ISLAND),
 AT0954'APPROXIMATELY 3700 FEET
 AT0954'WEST-NORTHWEST OF DEADMAN POINT.
 AT0954'
 AT0954'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED GATE 2 NO 2
 AT0954'1952, SET IN
 AT0954'CONCRETE IN THE TOP OF A 6 INCH TERRACOTTA TILE WHICH
 AT0954'PROJECTS 8 INCHES.  IT IS 240
 AT0954'FEET NORTH OF THE SOUTH SHORELINE, 100
 AT0954'FEET SOUTHWEST OF THE SOUTH EDGE OF A SMALL
 AT0954'POND, 39 FEET NORTHWEST
 AT0954'OF THE NORTHWEST EDGE OF A SMALL POND, AND 3.2 FEET SOUTHEAST
 AT0954'OF A METAL
 AT0954'WITNESS POST.
 AT0954'
 AT0954'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GATE 2 NO 1 1952, SET
 AT0954'IN CONCRETE IN THE
 AT0954'TOP OF A 6 INCH TERRACOTTA TILE WHICH PROJECTS 14
 AT0954'INCHES.  IT IS 150 FEET NORTH OF THE
 AT0954'SOUTH SHORELINE, 100.5 FEET
 AT0954'SOUTHWEST OF THE METAL WITNESS POST, 77 FEET WEST OF
 AT0954'THE WEST EDGE OF
 AT0954'THE SMALL POND, AND 72 FEET WEST OF A METAL WITNESS POST.
 AT0954'
 AT0954'GATE 2 1952 IS A STANDARD STATION MARK DISK STAMPED GATE 2 1952, SET
 AT0954'IN CONCRETE IN THE
 AT0954'TOP OF A 6 INCH TERRACOTTA TILE WHICH PROJECTS 12
 AT0954'INCHES.  IT IS 158 FEET NORTH OF THE
 AT0954'SOUTH SHORELINE, 5 FEET WEST OF
 AT0954'THE WEST EDGE OF THE SMALL POND, AND 1 FOOT SOUTHEAST
 AT0954'OF A METAL
 AT0954'WITNESS POST.
 AT0954'
 AT0954'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTH SHORE OF THE ISLAND.  THE
 AT0954'DISK IS STAMPED
 AT0954'GATE 2 1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 AT0954'WELD GROUND ROD 32 FEET LONG.  IT
 AT0954'IS ENCASED IN A 4 INCH ORANGEBURG
 AT0954'PIPE WHICH PROJECTS 28 INCHES.  IT IS 110 FEET NORTH
 AT0954'OF THE SOUTH
 AT0954'SHORELINE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 AT0954'
 AT0954'NOTE- THE STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT0954
 AT0954                          STATION RECOVERY (1969)
 AT0954
 AT0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0954'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT0954'AFTER HURRICAN CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT0954'CONDITION.  THE AZIMUTH IS IN GOOD CONDITION.
 AT0954
 AT0954                          STATION RECOVERY (1970)
 AT0954
 AT0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0954'STATION WAS VISITED 3-25-70.  THE STATION MARK, REFERENCE MARK NO. 1
 AT0954'AND THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AT0954'GATE 2 1952 WAS FOUND DESTROYED.  A REFERENCE MARK NO. 3 WAS
 AT0954'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 AT0954'
 AT0954'THE STATION IS LOCATED ABOUT 21 MILES SOUTHEAST OF SHELL BENCH ON
 AT0954'THE WEST SHORE OF CHANDELEUR SOUND, ON THE SOUTH SIDE OF ELOI BAY,
 AT0954'ON WEST-NORTHWEST OF DEADMAN POINT.  IT IS 240 FEET NORTH OF THE
 AT0954'SOUTH SHORELINE, 175 FEET NORTHEAST OF A SMALL INLET, 100 FEET
 AT0954'SOUTHWEST OF THE SOUTH EDGE OF THE NORTH 1 OF 3 SMALL PONDS, 39 FEET
 AT0954'NORTHWEST OF THE NORTHWEST EDGE OF THEOUTH POND AND 6 INCHES
 AT0954'NORTHWEST OF A METAL WITNESS POST.  IT IS C AND GS REFERENCE MARK
 AT0954'DISK, STAMPED GATE 2 NO 2 1952, SET IN THE TOP OF A 6 INCH
 AT0954'TERRACOTTA TILE WHIGH PROJECTS 6 INCHES.
 AT0954'
 AT0954'REFERENCE MARK NO. 1 IS 100.32 FEET SOUTHWEST OF THE STATION.  IT IS
 AT0954'100 FEET SOUTHWEST OF A METAL WITNESS POST, 77 FEET WEST OF THE WEST
 AT0954'EDGE OF THE SOUTH POND AND 75 FEET NORTHEAST OF THE SMALL INLET.
 AT0954'IT IS A C AND GS REFERENCE MARK DISK, STAMPED GATE 2 NO 1 1952, SET
 AT0954'IN THE TOP OF A 6 INCH TERRACOTTA TILE WHICH PROJECTS 6 INCHES.
 AT0954'
 AT0954'REFERENCE MARK NO 3 IS 50.59 FEET NORTH OF THE STATION.  IT IS 75
 AT0954'FEET WEST OF THE WEST EDGE OF THE CENTER POND, 50 FEET NORTH OF THE
 AT0954'METAL WITNESS POST AND 23 FEET SOUT-SOUTHEAST OF A SMALL STREAM
 AT0954'WHICH EMPTIES OUT OF THE NORTH POND.  IT IS A C AND GS
 AT0954'REFERENCE MARK DISK, STAMPED GATE 2 RM 2 1966 NO 3 1970, CRIMPED TO
 AT0954'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND
 AT0954'ENCASED IN A 4 FOOT SECTION OF 4-INCH ORANGEBURG PIPE WHICH PROJECTS
 AT0954'23 INCHES.
 AT0954'
 AT0954'AZIMUTH MARK IS ABOUT 0.4 MILE EAST-SOUTHEAST OF THE STATION.  IT IS
 AT0954'75 PACES SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL POND, 105 FEET
 AT0954'NORTH OF THE SOUTH SHORELINE AND 1 FOOT WEST OF A METAL WITNESS
 AT0954'POST.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED GATE 2 1966,
 AT0954'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET
 AT0954'LONG AND ENCASED IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT0954'
 AT0954'NOTE--THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT.
 AT0954'
 AT0954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MILES SE OF
 AT0954'SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1206 ***********************************************************************
 AT1206  DESIGNATION -  GAULT
 AT1206  PID         -  AT1206
 AT1206  STATE/COUNTY-  LA/JEFFERSON
 AT1206  USGS QUAD   -  BARATARIA PASS (1993)
 AT1206
 AT1206                         *CURRENT SURVEY CONTROL
 AT1206  ___________________________________________________________________
 AT1206* NAD 83(1992)-  29 15 28.60543(N)    089 57 41.32341(W)     ADJUSTED  
 AT1206* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT1206  **This station is located in a subsidence area (see below).
 AT1206  ___________________________________________________________________
 AT1206  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1206  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AT1206  DYNAMIC HT  -           1.4   (meters)       5.    (feet)  COMP
 AT1206  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 AT1206
 AT1206  HORZ ORDER  -  SECOND
 AT1206  VERT ORDER  -  THIRD (See Below)
 AT1206
 AT1206.The horizontal coordinates were established by classical geodetic methods
 AT1206.and adjusted by the National Geodetic Survey in January 1993..
 AT1206
 AT1206 ** The orthometric height has not been validated since last determined
 AT1206 ** by differential leveling and should not be used for control purposes.
 AT1206 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1206 ** area with valid NAVD 88 orthometric heights.
 AT1206 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1206 ** epoch indicated which incorporates improved geoid heights for the
 AT1206 ** Southern Louisiana Subsidence area.
 AT1206 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1206.The orthometric height was scaled from a topographic map.
 AT1206.The vertical order pertains to the NGVD 29 superseded value.
 AT1206
 AT1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1206
 AT1206.The geoid height was determined by GEOID03.
 AT1206
 AT1206.The dynamic height is computed by dividing the NAVD 88
 AT1206.geopotential number by the normal gravity value computed on the
 AT1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1206.degrees latitude (g = 980.6199 gals.).
 AT1206
 AT1206.The modeled gravity was interpolated from observed gravity values.
 AT1206
 AT1206;                    North         East     Units Scale Factor Converg.
 AT1206;SPC LA S     -    84,814.505 1,133,336.831   MT  1.00000917   +0 41 09.4
 AT1206;SPC LA S     -   278,262.26  3,718,289.25   sFT  1.00000917   +0 41 09.4
 AT1206;UTM  16      - 3,240,201.570   212,203.817   MT  1.00062218   -1 26 54.2
 AT1206;UTM  15      - 3,240,393.436   795,286.815   MT  1.00067609   +1 29 10.1
 AT1206
 AT1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1206!SPC LA S     -   1.00000355  x   1.00000917  =   1.00001272
 AT1206!UTM  16      -   1.00000355  x   1.00062218  =   1.00062573
 AT1206!UTM  15      -   1.00000355  x   1.00067609  =   1.00067964
 AT1206
 AT1206|---------------------------------------------------------------------|
 AT1206| PID    Reference Object                     Distance      Geod. Az  |
 AT1206|                                                           dddmmss.s |
 AT1206| AT1435 GAULT RM 1                           22.945 METERS 00325     |
 AT1206| DD7125 GAULT RM 3                           65.502 METERS 18009     |
 AT1206| AT1172 GRAND ISLE                          APPROX. 1.1 KM 2145931.2 |
 AT1206| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX. 2.5 KM 2233816.2 |
 AT1206| AT1215 GRAND ISLE HUMBLE COMMUN TOWER      APPROX. 0.6 KM 2471945.8 |
 AT1206| AT1207 GRAND ISLE CATC MICROWAVE MAST      342.450 METERS 25738     |
 AT1206| AT1429 GAULT RM 2                           26.760 METERS 26014     |
 AT1206| AT0270 R 221                                18.338 METERS 30240     |
 AT1206| AT1205 GRAND ISLE FREEPORT CO TOWER         23.057 METERS 31303     |
 AT1206|---------------------------------------------------------------------|
 AT1206
 AT1206                          SUPERSEDED SURVEY CONTROL
 AT1206
 AT1206  NAD 83(1986)-  29 15 28.61846(N)    089 57 41.33306(W) AD(       ) 2
 AT1206  NAD 27      -  29 15 27.79885(N)    089 57 41.07361(W) AD(       ) 2
 AT1206  NGVD 29 (07/19/86)    1.67   (m)            5.5    (f) LEVELING    3  
 AT1206
 AT1206.Superseded values are not recommended for survey control.
 AT1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1206.See file dsdata.txt to determine how the superseded data were derived.
 AT1206
 AT1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1220440202(NAD 83)
 AT1206_MARKER: DS = TRIANGULATION STATION DISK
 AT1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1206_SP_SET: CONCRETE POST
 AT1206_STAMPING: GAULT 1966
 AT1206_MARK LOGO: CGS   
 AT1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1206+STABILITY: SURFACE MOTION
 AT1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1206+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1993
 AT1206
 AT1206  HISTORY     - Date     Condition        Report By
 AT1206  HISTORY     - 1966     MONUMENTED       CGS
 AT1206  HISTORY     - 1966     GOOD             CGS
 AT1206  HISTORY     - 1979     GOOD             NGS
 AT1206  HISTORY     - 1988     GOOD             LOCSUR
 AT1206  HISTORY     - 1988     GOOD             LOCSUR
 AT1206  HISTORY     - 19890426 GOOD             NOS
 AT1206  HISTORY     - 19930223 GOOD             NGS
 AT1206
 AT1206                          STATION DESCRIPTION
 AT1206
 AT1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1206'STATION IS LOCATED ON THE EASTERLY END OF GRAND ISLE, ABOUT 2-1/2
 AT1206'MILES NORTHEAST OF
 AT1206'THE BUSINESS SECTION OF GRAND ISLE AND ON PROPERTY
 AT1206'OF FREEPORT SULPHUR COMPANY.
 AT1206'
 AT1206'TO REACH FROM THE POST OFFICE IN GRAND ISLE, GO NORTHEAST AND
 AT1206'NORTH ON STATE
 AT1206'HIGHWAY 1 FOR 2.65 MILES TO A DIAGONAL CROSSROAD, STATE
 AT1206'ROUTE 754 ON LEFT AND GRAVELED
 AT1206'ROAD TO RIGHT LEADING TO FREEPORT
 AT1206'SULPHUR COMPANY OFFICE, TURN RIGHT (NORTHERLY)
 AT1206'AND GO 0.05 MILE
 AT1206'TO MICROWAVE TOWER ON RIGHT AND STATION AS DESCRIBED.
 AT1206'
 AT1206'STATION MARK, A STANDARD DISK STAMPED GAULT 1966, IS SET IN THE
 AT1206'TOP OF A CONCRETE
 AT1206'CYLINDER WHICH IS SET FLUSH WITH THE GROUND.  THE
 AT1206'MARK IS 112 FEET EAST OF CENTER OF
 AT1206'SHELL ROAD, 68 FEET EAST OF SOUTHEAST
 AT1206'LEG OF MICROWAVE TOWER AND 1.4 FEET WEST OF WITNESS
 AT1206'POST.
 AT1206'
 AT1206'REFERENCE MARK 1, A STANDARD DISK STAMPED GAULT NO 1 1966, IS
 AT1206'SET IN THE TOP OF
 AT1206'A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE
 AT1206'GROUND.  THE MARK IS 75 FEET NORTH
 AT1206'OF WITNESS POST, 68 FEET EAST OF
 AT1206'SHELL ROAD AND 53.6 FEET NORTH OF NORTHEAST LEG OF
 AT1206'MICROWAVE TOWER.
 AT1206'
 AT1206'REFERENCE MARK 2, A STANDARD DISK STAMPED GAULT NO 2 1966, IS
 AT1206'SET IN THE TOP OF
 AT1206'A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE
 AT1206'GROUND.  THE MARK IS 89 FEET WEST OF
 AT1206'WITNESS POST, 65 FEET SOUTH OF
 AT1206'SOUTHEAST LEG OF MICROWAVE TOWER AND 48 FEET EAST OF
 AT1206'CENTER OF SHELL ROAD.
 AT1206'
 AT1206'TRIANGULATION STATION GRAND ISLE 1911, MAY BE USED FOR AZIMUTH
 AT1206'MARK.
 AT1206'
 AT1206'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AT1206
 AT1206                          STATION RECOVERY (1966)
 AT1206
 AT1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AT1206'RECOVERED IN GOOD CONDITION.
 AT1206
 AT1206                          STATION RECOVERY (1979)
 AT1206
 AT1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1206'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 AT1206'CONDITION.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 AT1206'THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2 COMPARED
 AT1206'FAVORABLY WITH 1966 OBSERVATIONS.
 AT1206'
 AT1206'THE STATION IS LOCATED NEAR THE EAST END OF GRAND ISLE NEAR THE
 AT1206'BASE OF A MICROWAVE TOWER.  STATION IS ON PROPERTY OWNED BY
 AT1206'FREEPORT SULPHER CO., P.O. BOX 6150, NEW ORLEANS, LA., 70160,
 AT1206'PHONE 504-568-4393.
 AT1206'
 AT1206'TO REACH THE STATION FROM
 AT1206'THE POST OFFICE IN GRAND ISLE, GO NORTHEAST AND NORTH ON STATE
 AT1206'HIGHWAY 1 FOR 2.65 MILES TO A DIAGONAL CROSSROAD, STATE ROUTE 754
 AT1206'ON THE LEFT AND A SAND ROAD RIGHT LEADING TO FREEPORT SULPHUR
 AT1206'COMPANY OFFICE.  TURN RIGHT AND GO NORTHERLY FOR 0.05 MILE TO A
 AT1206'MICROWAVE TOWER ON THE RIGHT AND STATION, AS DESCRIBED.
 AT1206'
 AT1206'THE STATION IS A STANDARD CGS DISK
 AT1206'STAMPED---GAULT 1966---,
 AT1206'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AT1206'FLUSH WITH GROUND.  IT IS LOCATED
 AT1206'108 FEET SOUTHEAST FROM A SHELL ROAD AND
 AT1206'53  FEET SOUTH-SOUTHEAST FROM THE SOUTHEAST LEG OF A BUILDING
 AT1206'ATTACHED TO MICROWAVE TOWER.
 AT1206'
 AT1206'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AT1206'STAMPED---GAULT NO 1 1966---,
 AT1206'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AT1206'FLUSH WITH GROUND.  IT IS LOCATED
 AT1206'68 FEET SOUTHEAST FROM CENTER OF THE SHELL ROAD AND
 AT1206'46 FEET NORTHEAST FROM THE SOUTHEAST LEG OF MICROWAVE TOWER.
 AT1206'MARK IS LEVEL WITH STATION.
 AT1206'
 AT1206'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AT1206'STAMPED---GAULT NO 2 1966---,
 AT1206'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AT1206'FLUSH WITH GROUND.  IT IS LOCATED
 AT1206'59.3 FEET WEST FROM THE STAIRWAY OF BUILDING AND
 AT1206'51 FEET SOUTHEAST FROM THE CENTER OF THE SHELL ROAD.
 AT1206'MARK IS LEVEL WITH STATION.
 AT1206'
 AT1206'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AT1206'STAMPED---GAULT 1966 NO 3 1979---,
 AT1206'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 AT1206'DRIVEN IN THE GROUND 15 FEET, FLUSH WITH THE GROUND, AND
 AT1206'ENCASED BY A 5-INCH WHITE PVC PIPE.
 AT1206'IT IS LOCATED
 AT1206'235 FEET SOUTHEAST FROM THE SHELL ROAD AND
 AT1206'141 FEET NORTH-NORTHWEST FROM OF A CHAINLINK FENCE.
 AT1206'MARK IS LEVEL WITH STATION.
 AT1206'
 AT1206'REFERENCE MARK NUMBER 4 IS A STANDARD CGS BENCH MARK DISK
 AT1206'STAMPED---R 221 1965---,
 AT1206'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 AT1206'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 AT1206'50 FEET SOUTH FROM THE CENTER OF THE SHELL ROAD AND
 AT1206'1.8 FEET SOUTH FROM THE STAIRWAY TO THE COMMUNICATIONS BUILDING.
 AT1206'MARK IS LEVEL WITH STATION.
 AT1206'
 AT1206'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 AT1206'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
 AT1206'AZIMUTH MARK (GRAND ISLE 1911) OBSTRUCTED BY A HEDGE ROW AND A
 AT1206'FENCE.
 AT1206
 AT1206                          STATION RECOVERY (1988)
 AT1206
 AT1206'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (MW)
 AT1206'RECOVERED IN GOOD CONDITION.
 AT1206
 AT1206                          STATION RECOVERY (1988)
 AT1206
 AT1206'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (MN)
 AT1206'RECOVERED IN GOOD CONDITION.
 AT1206
 AT1206                          STATION RECOVERY (1989)
 AT1206
 AT1206'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AT1206'STATION IS LOCATED ON THE EASTERLY END OF GRAND ISLE, ABOUT 2.5 MI NE
 AT1206'OF THE BUSINESS SECTION OF GRAND ISLE AND ON PROPERTY OF FREEPORT
 AT1206'SULPHUR COMPANY.
 AT1206'TO REACH FROM THE POST OFFICE IN GRAND ISLE, GO NE AND N ON STATE
 AT1206'HWY 1 FOR 2.65 MI TO A DIAGONAL CROSSROAD, STATE ROUTE 754 ON LEFT AND
 AT1206'GRAVELED ROAD TO RIGHT LEADING TO FREEPORT SULPHUR COMPANY OFFICE,
 AT1206'TURN RIGHT AND GO 0.05 MI TO MICROWAVE TOWER ON RIGHT AND STATION AS
 AT1206'DESCRIBED.
 AT1206'STATION MARK IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE
 AT1206'CYLINDER WHICH IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 34.14 M
 AT1206'(112.0 FT) E OF CENTER OF SHELL ROAD, 20.73 M (68.0 FT) E OF SE LEG OF
 AT1206'MICROWAVE TOWER AND 0.43 M (1.4 FT) W OF WITNESS POST.
 AT1206
 AT1206                          STATION RECOVERY (1993)
 AT1206
 AT1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AT1206'4.3 KM (2.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 AT1206'OFFICE IN GRAND ISLE, THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG A
 AT1206'ROAD LEADING TO THE FREEPORT SULPHUR COMPANY, 33.4 M (109.6 FT)
 AT1206'SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, 26.7 M (87.6 FT)
 AT1206'EAST-NORTHEAST OF REFERENCE MARK 2, 22.9 M (75.1 FT) SOUTH OF
 AT1206'REFERENCE MARK 1, 18.4 M (60.4 FT) SOUTHEAST OF BENCH MARK R 221,
 AT1206'16.2 M (53.1 FT) SOUTH-SOUTHEAST OF THE EAST FOOTING FOR A BUILDING,
 AT1206'15.3 M (50.2 FT) SOUTHEAST OF THE SOUTH FOOTING OF THE BUILDING, 12.8
 AT1206'M (42.0 FT) SOUTH OF A UTILITY POLE WITH AN ELECTRIC METER, AND THE
 AT1206'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1429 ***********************************************************************
 AT1429  DESIGNATION -  GAULT RM 2
 AT1429  PID         -  AT1429
 AT1429  STATE/COUNTY-  LA/JEFFERSON
 AT1429  USGS QUAD   -  BARATARIA PASS (1993)
 AT1429
 AT1429                         *CURRENT SURVEY CONTROL
 AT1429  ___________________________________________________________________
 AT1429* NAD 83(1992)-  29 15 28.45803(N)    089 57 42.30019(W)     ADJUSTED  
 AT1429* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT1429  **This station is located in a subsidence area (see below).
 AT1429  ___________________________________________________________________
 AT1429  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1429  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AT1429  DYNAMIC HT  -           1.3   (meters)       4.    (feet)  COMP
 AT1429  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 AT1429
 AT1429  HORZ ORDER  -  THIRD
 AT1429
 AT1429.The horizontal coordinates were established by classical geodetic methods
 AT1429.and adjusted by the National Geodetic Survey in January 1993..
 AT1429
 AT1429 ** The orthometric height has not been validated since last determined
 AT1429 ** by differential leveling and should not be used for control purposes.
 AT1429 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1429 ** area with valid NAVD 88 orthometric heights.
 AT1429 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1429 ** epoch indicated which incorporates improved geoid heights for the
 AT1429 ** Southern Louisiana Subsidence area.
 AT1429 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1429.The orthometric height was scaled from a topographic map.
 AT1429
 AT1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1429
 AT1429.The geoid height was determined by GEOID03.
 AT1429
 AT1429.The dynamic height is computed by dividing the NAVD 88
 AT1429.geopotential number by the normal gravity value computed on the
 AT1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1429.degrees latitude (g = 980.6199 gals.).
 AT1429
 AT1429.The modeled gravity was interpolated from observed gravity values.
 AT1429
 AT1429;                    North         East     Units Scale Factor Converg.
 AT1429;SPC LA S     -    84,809.652 1,133,310.515   MT  1.00000918   +0 41 08.9
 AT1429;SPC LA S     -   278,246.33  3,718,202.91   sFT  1.00000918   +0 41 08.9
 AT1429;UTM  16      - 3,240,197.697   212,177.322   MT  1.00062236   -1 26 54.7
 AT1429;UTM  15      - 3,240,388.212   795,260.551   MT  1.00067590   +1 29 09.6
 AT1429
 AT1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1429!SPC LA S     -   1.00000356  x   1.00000918  =   1.00001274
 AT1429!UTM  16      -   1.00000356  x   1.00062236  =   1.00062592
 AT1429!UTM  15      -   1.00000356  x   1.00067590  =   1.00067946
 AT1429
 AT1429                          SUPERSEDED SURVEY CONTROL
 AT1429
 AT1429  NAD 83(1986)-  29 15 28.47091(N)    089 57 42.31088(W) AD(       ) 3
 AT1429
 AT1429.Superseded values are not recommended for survey control.
 AT1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1429.See file dsdata.txt to determine how the superseded data were derived.
 AT1429
 AT1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1217740198(NAD 83)
 AT1429_MARKER: DR = REFERENCE MARK DISK
 AT1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1429_SP_SET: CONCRETE POST
 AT1429_STAMPING: GAULT NO 2 1966
 AT1429_MARK LOGO: CGS   
 AT1429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1429+STABILITY: SURFACE MOTION
 AT1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1429+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1993
 AT1429
 AT1429  HISTORY     - Date     Condition        Report By
 AT1429  HISTORY     - 1966     MONUMENTED       CGS
 AT1429  HISTORY     - 1981     GOOD             NOSAMC
 AT1429  HISTORY     - 19890426 GOOD             NOS
 AT1429  HISTORY     - 19930223 GOOD             NGS
 AT1429
 AT1429                          STATION DESCRIPTION
 AT1429
 AT1429'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1981 (JGF)
 AT1429'STATION IS LOCATED ON THE E END OF GRAND ISLE, ABOUT 2.5 MI NE OF
 AT1429'THE  BUSINESS SECTION OF GRAND ISLE AND ON PROPERTY OF FREEPORT
 AT1429'SULPHUR COMPANY.
 AT1429'
 AT1429'TO REACH STATION PROCEED TO STATION---GAULT 1966---, STATION IS
 AT1429'REFERENCE MARK TO THIS STATION.  STATION---GAULT 1966---, TO REACH
 AT1429'IS AS FOLLOWS, FROM THE POST OFFICE IN GRAND ISLE, GO NE AND N ON
 AT1429'STATE HIGHWAY 1 FOR 2.65 MI TO A DIAGONAL CROSSROAD, STATE ROUTE 754
 AT1429'ON LEFT AND GRAVELED ROAD TO RIGHT LEADING TO FREEPORT SULPHUR CO.
 AT1429'OFFICE, TURN RIGHT AND GO 0.05 MI TO MICROWAVE TOWER ON RIGHT AND
 AT1429'STATION.
 AT1429'
 AT1429'STATION MARK IS A STANDARD DISK STAMPED---GAULT NO 2 1966---. SET IN
 AT1429'THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE GROUND.
 AT1429'THE MARK IS 89 FT W OF A WITNESS POST, 65 FT S OF SE LEG OF
 AT1429'MICROWAVE TOWER AND 48 FT E OF CENTER OF SHELL ROAD.  STATION IS
 AT1429'LOCATED 26.734 M (87.72 FT) WSW FROM STATION---GAULT 1966---.
 AT1429'
 AT1429'DESCRIBED BY S.D. LAREAU.
 AT1429
 AT1429                          STATION RECOVERY (1989)
 AT1429
 AT1429'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AT1429'STATION IS LOCATED ON THE EASTERLY END OF GRAND ISLE, ABOUT 2.5 MI NE
 AT1429'OF THE BUSINESS SECTION OF GRAND ISLE AND ON PROPERTY OF FREEPORT
 AT1429'SULPHUR COMPANY.
 AT1429'TO REACH FROM THE POST OFFICE IN GRAND ISLE, GO NE AND N ON STATE
 AT1429'HWY 1 FOR 2.65 MI TO A DIAGONAL CROSSROAD, STATE ROUTE 754 ON LEFT AND
 AT1429'GRAVELED ROAD TO RIGHT LEADING TO FREEPORT SULPHUR COMPANY OFFICE,
 AT1429'TURN RIGHT AND GO 0.05 MI TO MICROWAVE TOWER ON RIGHT AND STATION AS
 AT1429'DESCRIBED.
 AT1429'STATION MARK IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE
 AT1429'CYLINDER WHICH IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 27.13 M
 AT1429'(89.0 FT) W OF A WITNESS POST, 19.81 M (65.0 FT) S OF SE LEG OF
 AT1429'MICROWAVE TOWER AND 14.63 M (48.0 FT) E OF CENTER OF SHELL ROAD.
 AT1429'STATION IS LOCATED 26.734 M (87.7 FT) WSW FROM STATION ---GAULT
 AT1429'1966--.
 AT1429
 AT1429                          STATION RECOVERY (1993)
 AT1429
 AT1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AT1429'4.3 KM (2.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 AT1429'OFFICE IN GRAND ISLE, THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG A
 AT1429'ROAD LEADING TO THE FREEPORT SULPHUR COMPANY, 27.8 M (91.2 FT)
 AT1429'SOUTHWEST OF A UTILITY POLE WITH AN ELECTRIC METER ATTACHED, 26.7 M
 AT1429'(87.6 FT) WEST-SOUTHWEST OF TRIANGULATION STATION GAULT, 20.8 M (68.2
 AT1429'FT) SOUTH-SOUTHWEST OF THE WEST LEG OF A RADIO TOWER, 15.1 M (49.5
 AT1429'FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, AND THE
 AT1429'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2997 ***********************************************************************
 CP2997  DESIGNATION -  GAY
 CP2997  PID         -  CP2997
 CP2997  STATE/COUNTY-  LA/FRANKLIN
 CP2997  USGS QUAD   -  CROWVILLE (1983)
 CP2997
 CP2997                         *CURRENT SURVEY CONTROL
 CP2997  ___________________________________________________________________
 CP2997* NAD 83(1992)-  32 13 06.39800(N)    091 35 25.54190(W)     ADJUSTED  
 CP2997* NAVD 88     -        27.1    (meters)      89.     (feet)  VERTCON   
 CP2997  ___________________________________________________________________
 CP2997  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2997  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2997
 CP2997  HORZ ORDER  -  SECOND
 CP2997
 CP2997.The horizontal coordinates were established by classical geodetic methods
 CP2997.and adjusted by the National Geodetic Survey in May 1994..
 CP2997
 CP2997.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2997
 CP2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2997
 CP2997.The geoid height was determined by GEOID03.
 CP2997
 CP2997;                    North         East     Units Scale Factor Converg.
 CP2997;SPC LA N     -   190,893.275 1,085,736.750   MT  0.99992846   +0 28 51.2
 CP2997;SPC LA N     -   626,289.02  3,562,121.32   sFT  0.99992846   +0 28 51.2
 CP2997;UTM  15      - 3,565,520.203   632,830.779   MT  0.99981759   +0 45 05.8
 CP2997
 CP2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2997!SPC LA N     -   0.99999988  x   0.99992846  =   0.99992834
 CP2997!UTM  15      -   0.99999988  x   0.99981759  =   0.99981747
 CP2997
 CP2997|---------------------------------------------------------------------|
 CP2997| PID    Reference Object                     Distance      Geod. Az  |
 CP2997|                                                           dddmmss.s |
 CP2997| CP2996 GAY A LDH 1971                       12.194 METERS 04511     |
 CP2997| CY3638 GAY RM 2                             12.660 METERS 19131     |
 CP2997| CP2014 21 V 58                                            2801715.8 |
 CP2997| CY3636 GAY AZ MK                                          3391331.1 |
 CP2997| CY3637 GAY RM 1                              9.054 METERS 35558     |
 CP2997|---------------------------------------------------------------------|
 CP2997
 CP2997                          SUPERSEDED SURVEY CONTROL
 CP2997
 CP2997  NAD 83(1992)-  32 13 06.39921(N)    091 35 25.54091(W) AD(       ) 2
 CP2997  NAD 83(1986)-  32 13 06.41100(N)    091 35 25.53658(W) AD(       ) 2
 CP2997  NAD 27      -  32 13 05.87129(N)    091 35 25.09921(W) AD(       ) 2
 CP2997  NGVD 29 (07/19/86)   27.1    (m)           89.     (f) VERT ANG       
 CP2997
 CP2997.Superseded values are not recommended for survey control.
 CP2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2997.See file dsdata.txt to determine how the superseded data were derived.
 CP2997
 CP2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3283165520(NAD 83)
 CP2997_MARKER: DD = SURVEY DISK
 CP2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2997
 CP2997  HISTORY     - Date     Condition        Report By
 CP2997  HISTORY     - 1971     MONUMENTED       LADTD
 CP2997
 CP2997                          STATION DESCRIPTION
 CP2997
 CP2997'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP2997'THE STATION IS LOCATED 8 MILES NORTHEAST OF WINNSBORO, 1.5
 CP2997'MILES SOUTH OF CROWVILLE AND 12 MILES NORTH-NORTHEAST OF
 CP2997'GILBERT, IN THE NORTHWEST 1/4 OF SECTION 7, T14N, R9E, AND ON
 CP2997'THE PROPERTY OWNED BY J.N. LEE, ADDRESS HIGHWAY 555, CROWVILLE,
 CP2997'LOUISIANA, TELEPHONE 722-6100.
 CP2997'
 CP2997'TO REACH THE STATION FROM THE COURTHOUSE IN WINNSBORO (ON
 CP2997'STATE HIGHWAY 17) DRIVE EAST AND NORTHEAST ALONG STATE HIGHWAY
 CP2997'17 FOR 7.5 MILES TO THE INTERSECTION WITH STATE HIGHWAY 555,
 CP2997'TURN RIGHT AND GO EAST ALONG STATE HIGHWAY 555 FOR 1.2 MILES TO
 CP2997'INTERSECTION WITH STATE HIGHWAY 578, CONTINUE EAST ON STATE
 CP2997'HIGHWAY 555 FOR 0.2 MILE TO THE STATION WHICH IS SET ON THE
 CP2997'RIGHT AND SOUTH OF THE HIGHWAY NEAR A FENCE.
 CP2997'
 CP2997'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG
 CP2997'STATE HIGHWAY 555, FOR 0.2 MILE TO THE INTERSECTION WITH STATE
 CP2997'HIGHWAY 578, TURN RIGHT ON STATE HIGHWAY 555 AND GO NORTH FOR
 CP2997'0.2 MILE TO THE MARK WHICH IS SET ON THE LEFT AND WEST OF THE
 CP2997'HIGHWAY NEAR A FENCE.
 CP2997'
 CP2997'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE WEST ALONG
 CP2997'STATE HIGHWAY 555 FOR 0.2 MILE TO INTERSECTION WITH STATE
 CP2997'HIGHWAY 578.  THE MARK IS SET IN THE NORTHEAST QUADRANT OF THE
 CP2997'INTERSECTION NEAR A FENCE CORNER.
 CP2997'
 CP2997'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2997'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP2997'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES
 CP2997'BELOW THE SURFACE.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP
 CP2997'OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 CP2997'GROUND SURFACE.  THEY ARE STAMPED GAY 1971.  THE MARK IS 74
 CP2997'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 555, 66 FEET NORTH
 CP2997'OF A POWER POLE, 31.5 FEET SOUTH OF A METAL WITNESS POST AND
 CP2997'SIGN IN THE FENCE, 22 FEET SOUTH-SOUTHEAST OF A 14 INCH OAK
 CP2997'TREE, AND 2 FEET EAST OF A NORTH-SOUTH FENCE.
 CP2997'
 CP2997'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2997'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP2997'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP2997'THE GROUND.  IT IS STAMPED GAY R.M. 1 1971.  IT IS 44 FEET
 CP2997'SOUTH OF THE CENTER OF STATE HIGHWAY 555, 7 FEET NORTH-NORTHWEST
 CP2997'OF A 14 INCH OAK TREE, 4.5 FEET WEST-SOUTHWEST OF A METAL
 CP2997'WITNESS POST AND SIGN AND 4 FEET WEST OF A FENCE CORNER.
 CP2997'
 CP2997'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2997'HIGHWAYS AND U.S. COAST AND GEODETIC DISK SET IN THE TOP OF A
 CP2997'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2997'GROUND.  IT IS STAMPED GAY R.M. 2 1971.  IT IS 115 FEET SOUTH
 CP2997'OF THE CENTER OF STATE HIGHWAY 555, 72 FEET SOUTH-SOUTHWEST OF
 CP2997'A FENCE CORNER, 63 FEET SOUTH-SOUTHWEST OF A 14 INCH OAK TREE,
 CP2997'25 FEET NORTH OF A POWER POLE, AND 2 FEET WEST OF A FENCE.
 CP2997'
 CP2997'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2997'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP2997'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2997'INCHES ABOVE THE GROUND.  IT IS STAMPED GAY AZ.MK. 1971.  IT IS
 CP2997'35 FEET WEST OF THE CENTER OF STATE HIGHWAY 578, 31 FEET SOUTH
 CP2997'OF A POWER POLE, 2 FEET EAST OF A FENCE, AND 1.5 FEET SOUTH OF
 CP2997'A METAL WITNESS POST AND SIGN.
 CP2997'
 CP2997'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2997'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2997'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CP2997'ABOVE THE GROUND.  IT IS STAMPED 21V58.  IT IS 53 FEET EAST OF
 CP2997'THE CENTER OF STATE HIGHWAY 578, 66 FEET NORTH OF THE CENTER OF
 CP2997'STATE HIGHWAY 555, 32 FEET NORTHEAST OF A POWER POLE, 2 FEET
 CP2997'WEST OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST AND
 CP2997'SIGN.
 CP2997'
 CP2997'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1185 ***********************************************************************
 AT1185  DESIGNATION -  GAY
 AT1185  PID         -  AT1185
 AT1185  STATE/COUNTY-  LA/PLAQUEMINES
 AT1185  USGS QUAD   -  BAY BATISTE (1993)
 AT1185
 AT1185                         *CURRENT SURVEY CONTROL
 AT1185  ___________________________________________________________________
 AT1185* NAD 83(1992)-  29 25 04.84293(N)    089 48 50.86182(W)     ADJUSTED  
 AT1185* NAVD 88     -                                                        
 AT1185  **This station is located in a subsidence area (see below).
 AT1185  ___________________________________________________________________
 AT1185  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AT1185  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AT1185
 AT1185  HORZ ORDER  -  THIRD
 AT1185
 AT1185.The horizontal coordinates were established by classical geodetic methods
 AT1185.and adjusted by the National Geodetic Survey in January 1993..
 AT1185
 AT1185 ** The orthometric height has not been validated since last determined
 AT1185 ** by differential leveling and should not be used for control purposes.
 AT1185 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1185 ** area with valid NAVD 88 orthometric heights.
 AT1185 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1185 ** epoch indicated which incorporates improved geoid heights for the
 AT1185 ** Southern Louisiana Subsidence area.
 AT1185 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1185
 AT1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1185
 AT1185.The geoid height was determined by GEOID03.
 AT1185
 AT1185;                    North         East     Units Scale Factor Converg.
 AT1185;SPC LA S     -   102,735.410 1,147,422.485   MT  0.99997712   +0 45 34.6
 AT1185;SPC LA S     -   337,057.76  3,764,501.94   sFT  0.99997712   +0 45 34.6
 AT1185;UTM  16      - 3,257,594.411   226,956.934   MT  1.00052002   -1 22 59.1
 AT1185
 AT1185                          SUPERSEDED SURVEY CONTROL
 AT1185
 AT1185  NAD 83(1986)-  29 25 04.85422(N)    089 48 50.86901(W) AD(       ) 4
 AT1185  NAD 27      -  29 25 04.06100(N)    089 48 50.62800(W) AD(       ) 3
 AT1185
 AT1185.Superseded values are not recommended for survey control.
 AT1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1185.See file dsdata.txt to determine how the superseded data were derived.
 AT1185
 AT1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2695757594(NAD 83)
 AT1185_MARKER: 81 = GABLE
 AT1185_SETTING: 0 = UNSPECIFIED SETTING
 AT1185
 AT1185  HISTORY     - Date     Condition        Report By
 AT1185  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1185  HISTORY     - 1975     GOOD             NGS
 AT1185
 AT1185                          STATION DESCRIPTION
 AT1185
 AT1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1185'ON THE S SIDE OF LOST BAYOU ON THE NORTHERN TIP OF A LARGE ISLAND IN
 AT1185'LAKE WASHINGTON, 70 METERS (230
 AT1185'FEET) FROM THE ENTRANCE OF THIS BAYOU INTO LAKE
 AT1185'WASHINGTON, AND 12 METERS (39
 AT1185'FEET) S OF THE HIGH-WATER MARK.  THE
 AT1185'STATION IS THE N GABLE OF A 30-BY 16-FOOT
 AT1185'ONE-STORY FRAME HOUSE
 AT1185'BELONGING TO THE MOUNT FOREST FUR COMPANY.
 AT1185
 AT1185                          STATION RECOVERY (1975)
 AT1185
 AT1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 AT1185'THE STATION WAS VISITED BUT NOT OCCUPIED AT THIS DATE.
 AT1185'
 AT1185'THE STATION WAS VISITED 8-27-75 AND ALL MARKS WERE FOUND IN GOOD
 AT1185'CONDITION.  THE MICROWAVE TOWER AT THE STATION SITE HAS BEEN
 AT1185'DISMANTLED BUT THE BUILDING AND THE FENCED ENCLOUSRE STILL REMAINS.
 AT1185'THE DISTANCE TO THE AZIMUTH MARK FROM THE STATION IS 0.9 MILE
 AT1185'RATHER THAN 0.6 MILES AS STATED IN THE ORIGINAL DESCRIPTION.  A NEW
 AT1185'DESCRIPTION FOLLOWS--
 AT1185'
 AT1185'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF NEW ORLEANS, 12
 AT1185'MILES SOUTH OF SLIDELL, IN SECTION 37, T 11 S, R 14E, AND ON
 AT1185'PROPERTY OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH CO.
 AT1185'TELEPHONE NO.  529 9439.  IT IS 3.5 FEET SOUTHWEST OF THE
 AT1185'NORTHWEST CORNER OF THE FENCE AROUND THE PROPERTY, 2 FEET
 AT1185'SOUTHWEST OF A METAL WITNESS POST, 1.5 FEET WEST OF A FENCE LINE,
 AT1185'60 FEET SOUTH OF THE CENTER OF U.S.  HIGHWAY 90, 29.5 FEET
 AT1185'SOUTH-SOUTHEAST OF A POWER POLE, 53 FEET WEST OF THE PROJECTED
 AT1185'PLANE OF THE WEST WALL OF THE CONCRETE TELEPHONE BUILDING AND
 AT1185'125 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 AT1185'IT IS A USC AND GS AND STATE HIGHWAY DEPARTMENT DISK STAMPED
 AT1185'GAY 1972 FLUSH WITH THE GROUND.
 AT1185'
 AT1185'REFERENCE MARK NO. 1 IS 67.72 FEET SOUTHEAST OF THE STATION, 129 FEET
 AT1185'SOUTH OF THE CENTER OF THE HIGHWAY 90, 92 FEET SOUTH-SOUTHEAST OF
 AT1185'A POWER POLE, 70 FEET SOUTH OF A FENCE CORNER, 70 FEET NORTHWEST OF
 AT1185'THE NORTHWEST CORNER OF THE CONCRETE BUILDING, 53.5 FEET WEST OF
 AT1185'THE PROJECTED PLANE OF THE WEST WALL OF THE BUILDING, 3 FEET WEST
 AT1185'OF A FENCE AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 AT1185'REFERENCE MARK DISK STAMPED GAY RM 1 1972 FLUSH WITH THE GROUND.
 AT1185'
 AT1185'REFERENCE MARK NO. 2 IS 34.69 FEET WEST OF THE STATION.  IT IS 58
 AT1185'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 90, 24 FEET SOUTHWEST OF
 AT1185'A POWER POLE, 37 FEET WEST OF THE NORTHWEST CORNER OF A CYCLONE
 AT1185'FENCE 73 FEET WEST OF THE CENTER OF A SHELL DRIVE TO THE TELEPHONE
 AT1185'CO. AND 0.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 AT1185'MARK DISK STAMPED GAY RM 2 1972 FLUSH WITH THE GROUND.
 AT1185'
 AT1185'A 3122 (LGS) WAS USED AS THE AZIMUTH MARK FOR THE STATION.  IT IS 45
 AT1185'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 90, 13 FEET EAST-NORTHEAST
 AT1185'OF POWER POLE NO. 439, 8 FEET WEST-SOUTHWEST OF FIRE HYDRANT NO. 45
 AT1185'3.5 FEET NORTH OF A ROW OF POWER POLES, AND 1 FOOT SOUTH OF A
 AT1185'METAL WITNESS POST.  IT IS A LOUISIANA GEODETIC SURVEY DISK SET IN
 AT1185'THE TOP OF AN 8-INCH SQUARE COCRETE POST FLUSH WITH THE GROUND.
 AT1185'
 AT1185'TO REACH THE STATION FROM THE SOUTH END OF THE CHEF MENTEUR BRIDGE GO
 AT1185'WEST ON U.S. HIGHWAY 90 FOR 0.8 MILES TO THE AZIMUTH MARK ON THE
 AT1185'RIGHT, CONTINUE WEST ON U.S. HIGHWAY 90 FOR 0.9 MILES TO THE
 AT1185'STATION ON THE LEFT AT THE NORTHWEST CORNER OF A CYCLONE FENCE.
 AT1185'
 AT1185'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES NE OF
 AT1185'NEW ORLEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2822 ***********************************************************************
 BH2822  DESIGNATION -  GAY
 BH2822  PID         -  BH2822
 BH2822  STATE/COUNTY-  LA/ORLEANS
 BH2822  USGS QUAD   -  CHEF MENTEUR (1994)
 BH2822
 BH2822                         *CURRENT SURVEY CONTROL
 BH2822  ___________________________________________________________________
 BH2822* NAD 83(1992)-  30 04 02.56974(N)    089 49 59.29494(W)     ADJUSTED  
 BH2822* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BH2822  **This station is located in a subsidence area (see below).
 BH2822  ___________________________________________________________________
 BH2822  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BH2822  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BH2822  DYNAMIC HT  -           1.8   (meters)       6.    (feet)  COMP
 BH2822  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BH2822
 BH2822  HORZ ORDER  -  SECOND
 BH2822  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH2822
 BH2822.The horizontal coordinates were established by classical geodetic methods
 BH2822.and adjusted by the National Geodetic Survey in May 1994..
 BH2822
 BH2822 ** The orthometric height has not been validated since last determined
 BH2822 ** by differential leveling and should not be used for control purposes.
 BH2822 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2822 ** area with valid NAVD 88 orthometric heights.
 BH2822 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2822 ** epoch indicated which incorporates improved geoid heights for the
 BH2822 ** Southern Louisiana Subsidence area.
 BH2822 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2822.The orthometric height was scaled from a topographic map.
 BH2822.The vertical order pertains to the first NAVD 88 superseded value.
 BH2822
 BH2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2822
 BH2822.The geoid height was determined by GEOID03.
 BH2822
 BH2822.The dynamic height is computed by dividing the NAVD 88
 BH2822.geopotential number by the normal gravity value computed on the
 BH2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2822.degrees latitude (g = 980.6199 gals.).
 BH2822
 BH2822.The modeled gravity was interpolated from observed gravity values.
 BH2822
 BH2822;                    North         East     Units Scale Factor Converg.
 BH2822;SPC LA S     -   174,681.988 1,144,635.656   MT  0.99992642   +0 45 00.4
 BH2822;SPC LA S     -   573,102.49  3,755,358.81   sFT  0.99992642   +0 45 00.4
 BH2822;UTM  16      - 3,329,636.598   226,879.406   MT  1.00052042   -1 25 13.2
 BH2822
 BH2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2822!SPC LA S     -   1.00000386  x   0.99992642  =   0.99993028
 BH2822!UTM  16      -   1.00000386  x   1.00052042  =   1.00052428
 BH2822
 BH2822|---------------------------------------------------------------------|
 BH2822| PID    Reference Object                     Distance      Geod. Az  |
 BH2822|                                                           dddmmss.s |
 BH2822| BH2821 GAY LDH 1972 A POINT                  9.900 METERS 04342     |
 BH2822| BH2813 VENETIAN ISLES WATER TANK           APPROX. 2.1 KM 0830704.8 |
 BH2822| BH1123 A 3122                                             0973300.1 |
 BH2822| BH3092 GAY RM 1                             20.642 METERS 18919     |
 BH2822| BH2831 MICHOUD RAD STA KKS 460 MAST        APPROX.11.9 KM 2362742.8 |
 BH2822| BH3093 GAY RM 2                             10.574 METERS 28551     |
 BH2822|---------------------------------------------------------------------|
 BH2822
 BH2822                          SUPERSEDED SURVEY CONTROL
 BH2822
 BH2822  NAD 83(1992)-  30 04 02.56973(N)    089 49 59.29493(W) AD(       ) 2
 BH2822  NAD 83(1986)-  30 04 02.58289(N)    089 49 59.29096(W) AD(       ) 2
 BH2822  NAD 27      -  30 04 01.86454(N)    089 49 59.05894(W) AD(       ) 2
 BH2822  NAVD 88 (02/14/94)    1.758  (m)            5.77   (f) UNKNOWN     1 1
 BH2822  NGVD 29 (05/21/91)    1.820  (m)            5.97   (f) ADJUSTED    1 1
 BH2822
 BH2822.Superseded values are not recommended for survey control.
 BH2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2822.See file dsdata.txt to determine how the superseded data were derived.
 BH2822
 BH2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2687929637(NAD 83)
 BH2822_MARKER: DS = TRIANGULATION STATION DISK
 BH2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2822_SP_SET: CONCRETE POST
 BH2822_STAMPING: GAY 1972
 BH2822_MARK LOGO: LADHGS
 BH2822_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2822+STABILITY: SURFACE MOTION
 BH2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2822+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1994
 BH2822
 BH2822  HISTORY     - Date     Condition        Report By
 BH2822  HISTORY     - 1972     MONUMENTED       LADH
 BH2822  HISTORY     - 1972     GOOD             LADH
 BH2822  HISTORY     - 19901016 GOOD             NGS
 BH2822  HISTORY     - 19941024 GOOD             NGS
 BH2822
 BH2822                          STATION DESCRIPTION
 BH2822
 BH2822'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BH2822'THE STATION IS LOCATED 7 MILES NORTHEAST OF NEW ORLEANS, 12 MILES
 BH2822'SOUTH OF SLIDELL, IN SECTION 37, T11S, R14E, AND ON THE PROPERTY
 BH2822'OWNED BY AMERICAN TELEPHONE AND TELEGRAPH CO., ADDRESS 620 POYDRAS
 BH2822'STREET, NEW ORLEANS, TELEPHONE 529-9439.
 BH2822'
 BH2822'TO REACH THE STATION FROM THE SOUTH END OF THE CHEF MENTEUR BRIDGE ON
 BH2822'U. S. HIGHWAY 90, DRIVE SOUTH AND WEST ALONG U. S. HIGHWAY 90 FOR
 BH2822'1.8 MILES.  THE STATION IS SET ON THE LEFT AND SOUTH OF THE HIGHWAY
 BH2822'NEAR THE NORTHWEST CORNER OF A FENCE ENCLOSURE AROUND THE AMERICAN
 BH2822'TELEPHONE AND TELEGRAPH MICROWAVE TOWER.
 BH2822'
 BH2822'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG U. S.
 BH2822'HIGHWAY 90 FOR 0.6 MILE.  THE MARK IS SET ON THE LEFT AND NORTH OF
 BH2822'THE HIGHWAY NEAR A POWER POLE AND A FIRE HYDRANT.
 BH2822'
 BH2822'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2822'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2822'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BH2822'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BH2822'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2822'STAMPED GAY 1972.  THE MARK IS 61 FEET SOUTH OF THE CENTER OF U. S.
 BH2822'HIGHWAY 90, 39 FEET EAST OF THE CENTER OF A SHELL DRIVE LEADING TO
 BH2822'AN AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE TOWER, 30 FEET
 BH2822'SOUTHEAST OF A POWER POLE, 3.5 FEET SOUTHWEST OF A FENCE, AND 2 FEET
 BH2822'SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BH2822'
 BH2822'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2822'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2822'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2822'STAMPED GAY R.M. 1 1972.  IT IS 129 FEET SOUTH OF THE CENTER OF U.
 BH2822'S.  HIGHWAY 90, 92 FEET SOUTH-SOUTHEAST OF A POWER POLE, 70 FEET
 BH2822'SOUTH OF A FENCE CORNER, 42 FEET NORTH-NORTHEAST OF A POWER POLE
 BH2822'WITH A TRANSFORMER, AND 3 FEET WEST OF A FENCE.
 BH2822'
 BH2822'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2822'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2822'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2822'STAMPED GAY R.M. 2 1972.  IT IS 73 FEET WEST OF THE CENTER OF A
 BH2822'SHELL DRIVE LEADING TO AN AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE
 BH2822'TOWER, 58 FEET SOUTH OF THE CENTER OF U. S. HIGHWAY 90, 37 FEET WEST
 BH2822'OF THE NORTHWEST CORNER OF A FENCE ENCLOSURE, 24 FEET SOUTHWEST OF
 BH2822'A POWER POLE, AND 3.5 FEET EAST OF A PROPERTY CORNER.
 BH2822'
 BH2822'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2822'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 10-INCH
 BH2822'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2822'STAMPED L.G.S. A 3122.  IT IS 44 FEET NORTH OF THE CENTER OF U. S.
 BH2822'HIGHWAY 90, 14 FEET EAST OF POWER POLE NO. 439, 8 FEET SOUTHWEST
 BH2822'OF A FIRE HYDRANT, AND 1 FOOT SOUTH OF A METAL WITNESS POST AND
 BH2822'SIGN.
 BH2822'
 BH2822'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BH2822
 BH2822                          STATION RECOVERY (1972)
 BH2822
 BH2822'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 BH2822'RECOVERED IN GOOD CONDITION.
 BH2822
 BH2822                          STATION RECOVERY (1990)
 BH2822
 BH2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH2822'3.3 KM (2.1 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH2822'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 11 IN NEW ORLEANS, 18.1 M
 BH2822'(59.4 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTER, 12.2 M (40.0
 BH2822'FT) WEST OF THE CENTER OF A DRIVEWAY, 9.2 M (30.2 FT) SOUTHEAST OF
 BH2822'UTILITY POLE NUMBER 429 B, 1.0 M (3.3 FT) SOUTHWEST OF A CHAIN-LINK
 BH2822'FENCE CORNER, 0.7 M (2.3 FT) WEST OF A CHAIN-LINK FENCE, AND THE
 BH2822'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BH2822
 BH2822                          STATION RECOVERY (1994)
 BH2822
 BH2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH2822'20.1 KM (12.50 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH2822'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH2822'20.0 M (65.6 FT) NORTH OF REFERENCE MARK 1, 18.1 M (59.4 FT) SOUTH OF
 BH2822'THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) WEST OF THE CENTER OF A
 BH2822'DRIVEWAY, 10.6 M (34.8 FT) EAST OF REFERENCE MARK 2, 9.2 M (30.2 FT)
 BH2822'SOUTHEAST OF UTILITY POLE NUMBER 429 B, 1.0 M (3.3 FT) SOUTHWEST OF A
 BH2822'CHAIN-LINK FENCE CORNER, 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST,
 BH2822'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 BH2822'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2607 ***********************************************************************
 CQ2607  DESIGNATION -  GAYLE
 CQ2607  PID         -  CQ2607
 CQ2607  STATE/COUNTY-  LA/CADDO
 CQ2607  USGS QUAD   -  ELM GROVE (1980)
 CQ2607
 CQ2607                         *CURRENT SURVEY CONTROL
 CQ2607  ___________________________________________________________________
 CQ2607* NAD 83(1992)-  32 20 45.61160(N)    093 37 25.83194(W)     ADJUSTED  
 CQ2607* NAVD 88     -        47.301  (meters)     155.19   (feet)  ADJUSTED  
 CQ2607  ___________________________________________________________________
 CQ2607  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ2607  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2607  DYNAMIC HT  -          47.247 (meters)     155.01  (feet)  COMP
 CQ2607  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 CQ2607
 CQ2607  HORZ ORDER  -  SECOND
 CQ2607  VERT ORDER  -  SECOND    CLASS II
 CQ2607
 CQ2607.The horizontal coordinates were established by classical geodetic methods
 CQ2607.and adjusted by the National Geodetic Survey in January 1993..
 CQ2607
 CQ2607.The orthometric height was determined by differential leveling
 CQ2607.and adjusted by the National Geodetic Survey in February 1994..
 CQ2607
 CQ2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2607
 CQ2607.The geoid height was determined by GEOID03.
 CQ2607
 CQ2607.The dynamic height is computed by dividing the NAVD 88
 CQ2607.geopotential number by the normal gravity value computed on the
 CQ2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2607.degrees latitude (g = 980.6199 gals.).
 CQ2607
 CQ2607.The modeled gravity was interpolated from observed gravity values.
 CQ2607
 CQ2607;                    North         East     Units Scale Factor Converg.
 CQ2607;SPC LA N     -   205,226.360   894,213.322   MT  0.99994259   -0 35 39.0
 CQ2607;SPC LA N     -   673,313.48  2,933,764.87   sFT  0.99994259   -0 35 39.0
 CQ2607;UTM  15      - 3,578,959.580   441,296.627   MT  0.99964249   -0 20 01.6
 CQ2607
 CQ2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2607!SPC LA N     -   0.99999665  x   0.99994259  =   0.99993924
 CQ2607!UTM  15      -   0.99999665  x   0.99964249  =   0.99963914
 CQ2607
 CQ2607:                Primary Azimuth Mark                     Grid Az
 CQ2607:SPC LA N     -  GAYLE AZ MK 2                            134 38 11.3
 CQ2607:UTM  15      -  GAYLE AZ MK 2                            134 22 33.9
 CQ2607
 CQ2607|---------------------------------------------------------------------|
 CQ2607| PID    Reference Object                     Distance      Geod. Az  |
 CQ2607|                                                           dddmmss.s |
 CQ2607| CQ2111 GAYLE AZ MK 2                                      1340232.3 |
 CQ2607| CQ2606 GAYLE RM 1                            9.226 METERS 16806     |
 CQ2607| CX5873 GAYLE AZ MK                                        3145911.8 |
 CQ2607| CQ2608 GAYLE RM 2                           13.434 METERS 31624     |
 CQ2607|---------------------------------------------------------------------|
 CQ2607
 CQ2607                          SUPERSEDED SURVEY CONTROL
 CQ2607
 CQ2607  NAD 83(1986)-  32 20 45.62252(N)    093 37 25.82345(W) AD(       ) 2
 CQ2607  NAD 27      -  32 20 45.06129(N)    093 37 25.18817(W) AD(       ) 2
 CQ2607  NGVD 29 (07/19/86)   47.9    (m)          157.     (f) VERT ANG       
 CQ2607
 CQ2607.Superseded values are not recommended for survey control.
 CQ2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2607.See file dsdata.txt to determine how the superseded data were derived.
 CQ2607
 CQ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4129778960(NAD 83)
 CQ2607_MARKER: DS = TRIANGULATION STATION DISK
 CQ2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2607_SP_SET: CONCRETE POST
 CQ2607_STAMPING: GAYLE 1969
 CQ2607_MARK LOGO: LADH  
 CQ2607_PROJECTION: FLUSH
 CQ2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2607+STABILITY: SURFACE MOTION
 CQ2607
 CQ2607  HISTORY     - Date     Condition        Report By
 CQ2607  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2607  HISTORY     - 1981     GOOD             LADTD
 CQ2607  HISTORY     - 1981     GOOD             LADTD
 CQ2607  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ2607  HISTORY     - 20000207 MARK NOT FOUND   USPSQD
 CQ2607
 CQ2607                          STATION DESCRIPTION
 CQ2607
 CQ2607'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ2607'THE STATION IS LOCATED 5.5 MILES SOUTH OF SHREVEPORT AND ON
 CQ2607'PROPERTY OWNED BY TEXAS AND PACIFIC RAILROAD.  IT IS 2.25
 CQ2607'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 11.65 FEET
 CQ2607'SOUTHWEST OF WEST RAIL OF THE RAILROAD, 24.20 FEET
 CQ2607'EAST-SOUTHEAST OF TELEGRAPH POLE NO. 10793, 61.0 FEET
 CQ2607'NORTHEAST OF A BLACKTOP ROAD ALONG RAILROAD, 47.60 FEET
 CQ2607'NORTHWEST OF A TELEGRAPH POLE EAST OF RAILROAD, 99.0 FEET SOUTH
 CQ2607'OF A TELEGRAPH POLE EAST OF RAILROAD.  STATION IS FLUSH WITH
 CQ2607'THE GROUND.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ2607'U.S. COAST AND GEODETIC SURVEY DISK STAMPED GAYLE 1969,
 CQ2607'PROJECTING 0 INCHES.
 CQ2607'
 CQ2607'REFERENCE MARK NO. 1 IS 30.34 FEET SOUTH OF THE STATION.  IT
 CQ2607'IS 32.65 FEET SOUTHWEST OF TELEGRAPH POLE NO. 10793, 29.0 FEET
 CQ2607'SOUTH OF WITNESS POST AT STATION, 28.20 FEET SOUTHWEST OF
 CQ2607'WEST RAIL OF RAILROAD, 55.10 FEET SOUTHWEST OF A TELEGRAPH POLE
 CQ2607'ON EAST SIDE OF RAILROAD, 45.0 FEET EAST OF THE CENTER OF
 CQ2607'BLACKTOP ROAD ALONG RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF
 CQ2607'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 CQ2607'R.M.  NO. 1 GAYLE 1969, PROJECTING 2 INCHES.
 CQ2607'
 CQ2607'REFERENCE MARK NO. 2 IS 44.07 FEET NORTHWEST OF THE STATION.  IT
 CQ2607'IS 10.55 FEET SOUTHWEST OF WEST RAIL ON RAILROAD, 66.10 FEET
 CQ2607'SOUTH-SOUTHWEST OF A TELEGRAPH POLE ON EAST SIDE OF RAILROAD,
 CQ2607'81.0 FEET WEST OF A TELEGRAPH POLE ON EAST SIDE OF RAILROAD,
 CQ2607'44.0 FEET NORTHWEST OF WITNESS POST AT STATION.  44.15 FEET
 CQ2607'NORTH OF TELEGRAPH POLE NO. 10793, AND 62.55 FEET NORTHEAST
 CQ2607'OF CENTER OF BLACKTOP ROAD ALONG RAILROAD.  MARK IS FLUSH WITH
 CQ2607'THE SURFACE OF THE GROUND.  IT IS A LOUISIANA DEPARTMENT OF
 CQ2607'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 CQ2607'R.M. NO. 2 GAYLE 1969, FLUSH WITH THE SURFACE OF THE GROUND.
 CQ2607'
 CQ2607'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 71.61
 CQ2607'FEET.
 CQ2607'
 CQ2607'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION.  IT
 CQ2607'IS 1.50 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN,
 CQ2607'10.70 FEET SOUTHWEST OF WEST RAIL OF RAILROAD, 62.10 FEET
 CQ2607'NORTHEAST OF CENTER OF BLACKTOP ROAD ALONG RAILROAD, 42.10 FEET
 CQ2607'NORTH OF TELEGRAPH POLE NO. 10802, 26.60 FEET SOUTHEAST OF
 CQ2607'CENTER OF GRAVEL ROAD CROSSING RAILROAD.
 CQ2607'
 CQ2607'TO REACH THE AZIMUTH MARK FROM STATION, DRIVE NORTHWEST ALONG
 CQ2607'BLACKTOP ROAD 0.4 MILE TO MARK SET RIGHT OF ROAD AND NEAR
 CQ2607'RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ2607'U.S. COAST AND GEODETIC SURVEY DISK STAMPED AZ.MK. GAYLE 1969,
 CQ2607'PROJECTING 3 INCHES.
 CQ2607'
 CQ2607'AZIMUTH MARK 2 IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS
 CQ2607'2.30 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, 10.20
 CQ2607'FEET NORTHEAST OF EAST RAIL OF THE RAILROAD, 33.30 FEET
 CQ2607'NORTHWEST OF CROSSING SIGNAL ON EAST SIDE OF TRACK, 51.90 FEET
 CQ2607'NORTHWEST OF CENTER OF STATE HIGHWAY 175, APPROXIMATELY 200.0
 CQ2607'FEET WEST OF CENTER OF STATE HIGHWAY 1, 44.55 FEET SOUTH OF A
 CQ2607'TELEGRAPH POLE.
 CQ2607'
 CQ2607'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE SOUTHEAST
 CQ2607'ALONG BLACKTOP ROAD FOR 0.3 MILE TO MARK SET EAST OF RAILROAD
 CQ2607'NEAR CROSSING IN NORTHEAST QUADRANT.  IT IS A LOUISIANA
 CQ2607'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY
 CQ2607'DISK STAMPED AZ.MK. NO. 2 GAYLE 1969, PROJECTING 3 INCHES.
 CQ2607'
 CQ2607'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1
 CQ2607'AND STATE HIGHWAY 175 IN SOUTH GAYLES, LOUISIANA, DRIVE
 CQ2607'APPROXIMATELY 300 FEET ACROSS RAILROAD TO BLACKTOP LEADING
 CQ2607'NORTHWEST, THEN DRIVE NORTHWEST ON BLACKTOP FOR 0.33 MILE TO
 CQ2607'STATION SET ON RIGHT NEAR RAILROAD.
 CQ2607
 CQ2607                          STATION RECOVERY (1981)
 CQ2607
 CQ2607'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ2607'8.9 KM (5.5 MI) SOUTH FROM SHREVEPORT.
 CQ2607'ABOUT 8.9 KM (5.5 MI) SOUTH ALONG STATE HIGHWAY 1 FROM SHREVEPORT TO
 CQ2607'THE MARK ON THE RIGHT SIDE OF THE HIGHWAY AND WEST OF THE TEXAS
 CQ2607'PACIFIC RAILROAD ON RAILROAD PROPERTY, 30.2 METERS (99 FT) SOUTH OF A
 CQ2607'TELEGRAPH POLE EAST OF RAILROAD, 18.6 METERS (61 FT) NORTHEAST OF A
 CQ2607'BLACKTOP ROAD ALONG RAILROAD, 14.5 METERS (47.5 FT) NORTHWEST OF A
 CQ2607'TELEGRAPH POLE EAST OF RAILROAD, 7.3 METERS (24 FT) EAST SOUTHEAST OF
 CQ2607'TELEGRAPH POLE NUMBER 10793, 3.5 METERS (11.5 FT) SOUTHWEST OF THE
 CQ2607'WEST RAIL OF THE RAILROAD.
 CQ2607'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 CQ2607'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 1.
 CQ2607
 CQ2607                          STATION RECOVERY (1981)
 CQ2607
 CQ2607'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (TLH)
 CQ2607'THE STATION WAS VISITED IN JULY 1981.  THE STATION MARK, RM 1, RM 2,
 CQ2607'AZ MK 2 WERE FOUND IN GOOD CONDITION.  ELEVATIONS WERE DETERMINED ON
 CQ2607'THIS TRIANGULATION STATION THIS DATE.  HORIZONTAL OBSERVATION WERE
 CQ2607'NOT OBSERVED THIS DATE.
 CQ2607
 CQ2607                          STATION RECOVERY (1994)
 CQ2607
 CQ2607'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2607'MARK NOT FOUND.
 CQ2607
 CQ2607                          STATION RECOVERY (2000)
 CQ2607
 CQ2607'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3082 ***********************************************************************
 BK3082  DESIGNATION -  GAYLE
 BK3082  PID         -  BK3082
 BK3082  STATE/COUNTY-  LA/CALCASIEU
 BK3082  USGS QUAD   -  MOSS BLUFF (1994)
 BK3082
 BK3082                         *CURRENT SURVEY CONTROL
 BK3082  ___________________________________________________________________
 BK3082* NAD 83(1992)-  30 18 25.74096(N)    093 10 14.28481(W)     ADJUSTED  
 BK3082* NAVD 88     -         7.3  **(meters)      24.   **(feet)  VERTCON   
 BK3082  **This station is located in a subsidence area (see below).
 BK3082  ___________________________________________________________________
 BK3082  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BK3082  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3082
 BK3082  HORZ ORDER  -  SECOND
 BK3082
 BK3082.The horizontal coordinates were established by classical geodetic methods
 BK3082.and adjusted by the National Geodetic Survey in January 1993..
 BK3082
 BK3082 ** The orthometric height has not been validated since last determined
 BK3082 ** by differential leveling and should not be used for control purposes.
 BK3082 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3082 ** area with valid NAVD 88 orthometric heights.
 BK3082 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3082 ** epoch indicated which incorporates improved geoid heights for the
 BK3082 ** Southern Louisiana Subsidence area.
 BK3082 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3082
 BK3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3082
 BK3082.The geoid height was determined by GEOID03.
 BK3082
 BK3082;                    North         East     Units Scale Factor Converg.
 BK3082;SPC LA S     -   201,729.885   823,292.266   MT  0.99993998   -0 55 07.2
 BK3082;SPC LA S     -   661,842.13  2,701,084.71   sFT  0.99993998   -0 55 07.2
 BK3082;UTM  15      - 3,352,833.215   483,593.585   MT  0.99960332   -0 05 10.0
 BK3082
 BK3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3082!SPC LA S     -   1.00000315  x   0.99993998  =   0.99994313
 BK3082!UTM  15      -   1.00000315  x   0.99960332  =   0.99960646
 BK3082
 BK3082:                Primary Azimuth Mark                     Grid Az
 BK3082:SPC LA S     -  HECKER                                   056 44 16.1
 BK3082:UTM  15      -  HECKER                                   055 54 18.9
 BK3082
 BK3082|---------------------------------------------------------------------|
 BK3082| PID    Reference Object                     Distance      Geod. Az  |
 BK3082|                                                           dddmmss.s |
 BK3082| BK3079 HECKER                              APPROX. 9.3 KM 0554908.9 |
 BK3082| CV7622 GAYLE RM 1                           27.015 METERS 10238     |
 BK3082| BK3081 ENGLISH BAYOU RADIO MAST            APPROX. 4.4 KM 1260032.5 |
 BK3082| BK3112 MANCHESTER FARMER RICE MILL TK      APPROX.12.6 KM 1603827.6 |
 BK3082| BK3138 AIRPORT BCN LAKE CHARLES AFB        APPROX. 9.7 KM 1750445.7 |
 BK3082| BK3114 LAKE CHARLES TV STA KTAG MAST       APPROX.11.5 KM 2002210.0 |
 BK3082| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX. 9.6 KM 2070136.8 |
 BK3082| BK3127 LAKE CHARLES CALCAS R BRDGE LT      APPROX.10.7 KM 2232304.5 |
 BK3082| CV7623 GAYLE RM 2                           24.470 METERS 25612     |
 BK3082|---------------------------------------------------------------------|
 BK3082
 BK3082                          SUPERSEDED SURVEY CONTROL
 BK3082
 BK3082  NAD 83(1986)-  30 18 25.76149(N)    093 10 14.27711(W) AD(       ) 2
 BK3082  NAD 27      -  30 18 25.02606(N)    093 10 13.72049(W) AD(       ) 2
 BK3082  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG       
 BK3082
 BK3082.Superseded values are not recommended for survey control.
 BK3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3082.See file dsdata.txt to determine how the superseded data were derived.
 BK3082
 BK3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8359452833(NAD 83)
 BK3082_MARKER: DS = TRIANGULATION STATION DISK
 BK3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3082
 BK3082  HISTORY     - Date     Condition        Report By
 BK3082  HISTORY     - 1963     MONUMENTED       CGS
 BK3082  HISTORY     - 1963     GOOD             CGS
 BK3082
 BK3082                          STATION DESCRIPTION
 BK3082
 BK3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3082'THE STATION IS LOCATED 1.0 MILE NORTHEAST OF MOSS BLUFF,
 BK3082'1.5 MILES WEST OF GOSS AND 0.1 MILE WEST OF THE CALCASIEU
 BK3082'RIVER, AT THE GAYLE YMCA CAMP, ON PROPERTY OWNED BY MR.
 BK3082'ARTHUR GAYLE SR.
 BK3082'
 BK3082'TO REACH THE STATION FROM THE POST OFFICE IN MOSS BLUFF,
 BK3082'GO SOUTH ON U.S. HIGHWAY 171 FOR 0.2 MILE TO A SIDE ROAD
 BK3082'LEFT, TURN LEFT AND GO EAST ON A MACADAM ROAD FOR 0.64 MILES
 BK3082'TO A SIDE ROAD RIGHT AND A SMALL ARROW SIGN READING MUSSERS,
 BK3082'TURN RIGHT AND GO EAST ON A SHELL ROAD FOR 0.35 MILES TO
 BK3082'MR. CHAMPAGNES MAIL BOX ON THE LEFT, A GATE ON THE RIGHT
 BK3082'AND A SIGN READING CAMP GAYLE YMCA, TURN RIGHT THROUGH THE
 BK3082'GATE AND GO 0.15 MILE TO THE STATION ON THE RIGHT AS
 BK3082'DESCRIBED.
 BK3082'
 BK3082'THE STATION MARK IS A STANDARD DISK STAMPED GAYLE 1963,
 BK3082'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 BK3082'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19.0 FEET
 BK3082'SOUTH OF CENTERLINE OF SHELL ROAD, 20.0 FEET NORTH OF FENCE
 BK3082'AND 27.0 FEET NORTH OF A WOOD WITNESS POST AND SIGN.
 BK3082'
 BK3082'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, GAYLE NO.
 BK3082'1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK3082'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.0 FEET
 BK3082'NORTH OF FENCE, 46.5 FEET SOUTH OF THE CENTERLINE OF SHELL
 BK3082'ROAD AND 88.5 FEET EAST OF A WOOD WITNESS POST AND SIGN.
 BK3082'
 BK3082'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, GAYLE NO.
 BK3082'2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK3082'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.1 FEET
 BK3082'NORTH OF FENCE, 41.2 FEET SOUTH OF CENTERLINE OF SHELL ROAD
 BK3082'AND 76.1 FEET WEST OF A WOOD WITNESS POST AND SIGN.
 BK3082'
 BK3082'HEIGHT OF LIGHT ABOVE STATION MARK 34.37 METERS.
 BK3082
 BK3082                          STATION RECOVERY (1963)
 BK3082
 BK3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3082'THE STATION, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 BK3082'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY R.W.T.
 BK3082'1963 IS ADEQUATE FOR RECOVERY WITH THE FOLLOWING CORRECTIONS.
 BK3082'TURN RIGHT AND GO EAST ON A SHELL ROAD FOR 0.7 MILE TO MR.
 BK3082'CHAMPAGNES MAIL BOX ON THE RIGHT AND TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV1001 ***********************************************************************
 AV1001  DESIGNATION -  GAYLE
 AV1001  PID         -  AV1001
 AV1001  STATE/COUNTY-  LA/VERMILION
 AV1001  USGS QUAD   -  LATANIER BAYOU (1979)
 AV1001
 AV1001                         *CURRENT SURVEY CONTROL
 AV1001  ___________________________________________________________________
 AV1001* NAD 83(1992)-  29 55 00.84848(N)    092 30 47.57401(W)     ADJUSTED  
 AV1001* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AV1001  **This station is located in a subsidence area (see below).
 AV1001  ___________________________________________________________________
 AV1001  X           -    -242,613.741 (meters)                     COMP
 AV1001  Y           -  -5,527,512.390 (meters)                     COMP
 AV1001  Z           -   3,162,380.111 (meters)                     COMP
 AV1001  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV1001  ELLIP HEIGHT-         -25.82  (meters)          (01/21/93) GPS OBS
 AV1001  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AV1001
 AV1001  HORZ ORDER  -  SECOND
 AV1001  ELLP ORDER  -  FOURTH    CLASS II
 AV1001
 AV1001.The horizontal coordinates were established by GPS observations
 AV1001.and adjusted by the National Geodetic Survey in January 1993..
 AV1001
 AV1001 ** The orthometric height has not been validated since last determined
 AV1001 ** by differential leveling and should not be used for control purposes.
 AV1001 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV1001 ** area with valid NAVD 88 orthometric heights.
 AV1001 ** The geoid height was determined by a new realization of GEOID03 for the
 AV1001 ** epoch indicated which incorporates improved geoid heights for the
 AV1001 ** Southern Louisiana Subsidence area.
 AV1001 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV1001
 AV1001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV1001
 AV1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV1001
 AV1001.The ellipsoidal height was determined by GPS observations
 AV1001.and is referenced to NAD 83.
 AV1001
 AV1001.The geoid height was determined by GEOID03.
 AV1001
 AV1001;                    North         East     Units Scale Factor Converg.
 AV1001;SPC LA S     -   157,642.113   886,073.232   MT  0.99992681   -0 35 23.8
 AV1001;SPC LA S     -   517,197.50  2,907,058.60   sFT  0.99992681   -0 35 23.8
 AV1001;UTM  15      - 3,309,677.073   546,988.638   MT  0.99962724   +0 14 34.0
 AV1001
 AV1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV1001!SPC LA S     -   1.00000406  x   0.99992681  =   0.99993086
 AV1001!UTM  15      -   1.00000406  x   0.99962724  =   0.99963129
 AV1001
 AV1001                          SUPERSEDED SURVEY CONTROL
 AV1001
 AV1001  NAD 83(1986)-  29 55 00.87093(N)    092 30 47.56039(W) AD(       ) 2
 AV1001  NGVD 29 (03/26/92)    1.0    (m)            3.     (f) GPS OBS        
 AV1001
 AV1001.Superseded values are not recommended for survey control.
 AV1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV1001.See file dsdata.txt to determine how the superseded data were derived.
 AV1001
 AV1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4698909677(NAD 83)
 AV1001_MARKER: A = ALUMINUM MARKER
 AV1001_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV1001_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AV1001_STAMPING: GAYLE 1991
 AV1001_MARK LOGO: NOS   
 AV1001_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV1001+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AV1001
 AV1001  HISTORY     - Date     Condition        Report By
 AV1001  HISTORY     - 1991     MONUMENTED       NOS
 AV1001
 AV1001                          STATION DESCRIPTION
 AV1001
 AV1001'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AV1001'THE STATION IS LOCATED APPROX 24.14 KM (15.00 MI) SOUTHWEST OF
 AV1001'KAPLAN, 11.75 KM (7.30 MI) SOUTH OF GUEYDAN AT THE SOUTH END OF
 AV1001'HIGHWAY 91 ON PROPERTY OWNED BY AMOCO OIL COMPANY AND LEASED BY MR. W
 AV1001'.J.GAYLE OF GUEYDAN, PHONE NUMBER (318)536-9401.
 AV1001'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 14 AND HIGHWAY
 AV1001'91 IN GUEYDAN, GO SOUTH ON HIGHWAY 91 FOR 11.75 KM (7.30 MI) TO
 AV1001'FLORENCE LANDING. CONTINUE SOUTH FOR 0.24 KM (0.15 MI) , AROUND A
 AV1001'SMALL BUILDING ON THE RIGHT, TO A STEEL GATE. PARK AND WALK THROUGH
 AV1001'THE GATE FOR  APPROX 60.96 M (200.00 FT) TO THE STATION ON THE LEFT
 AV1001'BETWEEN A SHELL ROAD AND A DITCH.
 AV1001'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---GAYLE 1991---
 AV1001'ATTACHED TO A 42 INCH ALUMINUM ROD WHICH IS DRIVEN IN THE GROUND AND
 AV1001'SURROUNDED BY A MASS OF CONCRETE. IT IS 12.6 M (41.34 FT) EAST OF THE
 AV1001'EAST EDGE OF THE FLORENCE CANAL, 6.7 M (21.98 FT) EAST OF THE
 AV1001'CENTERLINE OF THR SHELL ROAD, 5.6 M (18.37 FT) WEST OF THE WEST EDGE
 AV1001'OF THE SMALL CANAL.
 AV1001'DESCRIBED BY RDC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2111 ***********************************************************************
 CQ2111  DESIGNATION -  GAYLE AZ MK 2
 CQ2111  PID         -  CQ2111
 CQ2111  STATE/COUNTY-  LA/CADDO
 CQ2111  USGS QUAD   -  ELM GROVE (1980)
 CQ2111
 CQ2111                         *CURRENT SURVEY CONTROL
 CQ2111  ___________________________________________________________________
 CQ2111* NAD 83(1986)-  32 20 35.     (N)    093 37 13.     (W)     SCALED    
 CQ2111* NAVD 88     -        46.638  (meters)     153.01   (feet)  ADJUSTED  
 CQ2111  ___________________________________________________________________
 CQ2111  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2111  DYNAMIC HT  -          46.585 (meters)     152.84  (feet)  COMP
 CQ2111  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 CQ2111
 CQ2111  VERT ORDER  -  FIRST     CLASS I
 CQ2111
 CQ2111.The horizontal coordinates were scaled from a topographic map and have
 CQ2111.an estimated accuracy of +/- 6 seconds.
 CQ2111
 CQ2111.The orthometric height was determined by differential leveling
 CQ2111.and adjusted by the National Geodetic Survey in February 1994..
 CQ2111
 CQ2111.The geoid height was determined by GEOID03.
 CQ2111
 CQ2111.The dynamic height is computed by dividing the NAVD 88
 CQ2111.geopotential number by the normal gravity value computed on the
 CQ2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2111.degrees latitude (g = 980.6199 gals.).
 CQ2111
 CQ2111.The modeled gravity was interpolated from observed gravity values.
 CQ2111
 CQ2111;                    North         East    Units  Estimated Accuracy
 CQ2111;SPC LA N     -   204,900.      894,550.      MT  (+/- 180 meters Scaled)
 CQ2111
 CQ2111                          SUPERSEDED SURVEY CONTROL
 CQ2111
 CQ2111  NGVD 29 (??/??/??)   46.699  (m)          153.21   (f) ADJUSTED    1 1
 CQ2111
 CQ2111.Superseded values are not recommended for survey control.
 CQ2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2111.See file dsdata.txt to determine how the superseded data were derived.
 CQ2111
 CQ2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR416786(NAD 83)
 CQ2111_MARKER: DZ = AZIMUTH MARK DISK
 CQ2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2111_SP_SET: CONCRETE POST
 CQ2111_STAMPING: AZ MK NO 2 GAYLE 1969
 CQ2111_MARK LOGO: LADH  
 CQ2111_PROJECTION: FLUSH
 CQ2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2111+STABILITY: SURFACE MOTION
 CQ2111
 CQ2111  HISTORY     - Date     Condition        Report By
 CQ2111  HISTORY     - 1969     MONUMENTED       LADH
 CQ2111  HISTORY     - 1977     GOOD             NGS
 CQ2111  HISTORY     - 1981     GOOD             LADTD
 CQ2111  HISTORY     - 1989     GOOD             USPSQD
 CQ2111  HISTORY     - 20000207 GOOD             USPSQD
 CQ2111
 CQ2111                          STATION DESCRIPTION
 CQ2111
 CQ2111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2111'10.0 MI SE FROM SHREVEPORT.
 CQ2111'10.0 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ2111'STATION POST OFFICE AT SHREVEPORT, 222 FEET SOUTHWEST OF THE
 CQ2111'CENTERLINE OF THE SOUTHWEST LANE OF HIGHWAY, 52 FEET NORTHWEST
 CQ2111'OF THE OF THE CENTER LINE OF STATE HIGHWAY 175, 10 FEET NORTH-
 CQ2111'EAST OF THE NORTHEAST RAIL OF THE TEXAS AND PACIFIC RAILROAD.
 CQ2111
 CQ2111                          STATION RECOVERY (1981)
 CQ2111
 CQ2111'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ2111'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  9.3 KM
 CQ2111'(5.8 MI) SOUTH ALONG STATE HIGHWAY 1 FROM SHREVEPORT TO THE MARK AT
 CQ2111'THE INTERSECTION OF STATE HIGHWAY 1 AND STATE HIGHWAY 175, 61 METERS
 CQ2111'(200 FT) WEST OF THE CENTER OF STATE HIGHWAY 1, 15.9 METERS (52 FT)
 CQ2111'NORTHWEST OF CENTER OF STATE HIGHWAY 175, 13.6 METERS(44.5 FT) SOUTH
 CQ2111'OF A TELEGRAPH POLE, 10.1 METERS (33 FT) NORTHWEST OF CROSSING SIGNAL
 CQ2111'ON EAST SIDE OF TRACK, 3.1 METERS (10 FT) NORTHEAST OF EAST RAIL OF
 CQ2111'THE RAILROAD.
 CQ2111'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 CQ2111'THE MARK IS 0.91 M ABOVE STATE HIGHWAY 1.
 CQ2111
 CQ2111                          STATION RECOVERY (1989)
 CQ2111
 CQ2111'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ2111'RECOVERED IN GOOD CONDITION.
 CQ2111
 CQ2111                          STATION RECOVERY (2000)
 CQ2111
 CQ2111'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2606 ***********************************************************************
 CQ2606  DESIGNATION -  GAYLE RM 1
 CQ2606  PID         -  CQ2606
 CQ2606  STATE/COUNTY-  LA/CADDO
 CQ2606  USGS QUAD   -  ELM GROVE (1980)
 CQ2606
 CQ2606                         *CURRENT SURVEY CONTROL
 CQ2606  ___________________________________________________________________
 CQ2606* NAD 83(1992)-  32 20 45.31851(N)    093 37 25.75922(W)     ADJUSTED  
 CQ2606* NAVD 88     -        46.671  (meters)     153.12   (feet)  ADJUSTED  
 CQ2606  ___________________________________________________________________
 CQ2606  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ2606  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2606  DYNAMIC HT  -          46.618 (meters)     152.95  (feet)  COMP
 CQ2606  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 CQ2606
 CQ2606  HORZ ORDER  -  SECOND
 CQ2606  VERT ORDER  -  SECOND    CLASS II
 CQ2606
 CQ2606.The horizontal coordinates were established by classical geodetic methods
 CQ2606.and adjusted by the National Geodetic Survey in January 1993..
 CQ2606
 CQ2606.The orthometric height was determined by differential leveling
 CQ2606.and adjusted by the National Geodetic Survey in February 1994..
 CQ2606
 CQ2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2606
 CQ2606.The geoid height was determined by GEOID03.
 CQ2606
 CQ2606.The dynamic height is computed by dividing the NAVD 88
 CQ2606.geopotential number by the normal gravity value computed on the
 CQ2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2606.degrees latitude (g = 980.6199 gals.).
 CQ2606
 CQ2606.The modeled gravity was interpolated from observed gravity values.
 CQ2606
 CQ2606;                    North         East     Units Scale Factor Converg.
 CQ2606;SPC LA N     -   205,217.313   894,215.130   MT  0.99994258   -0 35 39.0
 CQ2606;SPC LA N     -   673,283.80  2,933,770.81   sFT  0.99994258   -0 35 39.0
 CQ2606;UTM  15      - 3,578,950.544   441,298.475   MT  0.99964249   -0 20 01.6
 CQ2606
 CQ2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2606!SPC LA N     -   0.99999674  x   0.99994258  =   0.99993933
 CQ2606!UTM  15      -   0.99999674  x   0.99964249  =   0.99963924
 CQ2606
 CQ2606:                Primary Azimuth Mark                     Grid Az
 CQ2606:SPC LA N     -  KERVIN                                   230 41 28.7
 CQ2606:UTM  15      -  KERVIN                                   230 25 51.3
 CQ2606
 CQ2606|---------------------------------------------------------------------|
 CQ2606| PID    Reference Object                     Distance      Geod. Az  |
 CQ2606|                                                           dddmmss.s |
 CQ2606| CQ3140 KERVIN                              APPROX. 7.0 KM 2300549.7 |
 CQ2606| CQ2607 GAYLE                                 9.226 METERS 34806     |
 CQ2606|---------------------------------------------------------------------|
 CQ2606
 CQ2606                          SUPERSEDED SURVEY CONTROL
 CQ2606
 CQ2606  NAD 83(1986)-  32 20 45.32943(N)    093 37 25.75073(W) AD(       ) 2
 CQ2606  NAD 27      -  32 20 44.76819(N)    093 37 25.11544(W) AD(       ) 2
 CQ2606  NGVD 29 (07/19/86)   47.2    (m)          155.     (f) VERT ANG       
 CQ2606
 CQ2606.Superseded values are not recommended for survey control.
 CQ2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2606.See file dsdata.txt to determine how the superseded data were derived.
 CQ2606
 CQ2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4129878951(NAD 83)
 CQ2606_MARKER: DR = REFERENCE MARK DISK
 CQ2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2606_SP_SET: CONCRETE POST
 CQ2606_STAMPING: R.M. NO. 1 GAYLE 1969
 CQ2606_MARK LOGO: LADH  
 CQ2606_PROJECTION: PROJECTING 5 CENTIMETERS
 CQ2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2606+STABILITY: SURFACE MOTION
 CQ2606
 CQ2606  HISTORY     - Date     Condition        Report By
 CQ2606  HISTORY     - 1969     MONUMENTED       LADH
 CQ2606  HISTORY     - 1981     GOOD             LADTD
 CQ2606  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ2606
 CQ2606                          STATION DESCRIPTION
 CQ2606
 CQ2606'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2606'THE STATION IS LOCATED 5.5 MILES SOUTH OF SHREVEPORT AND ON
 CQ2606'PROPERTY OWNED BY TEXAS AND PACIFIC RAILROAD.
 CQ2606'
 CQ2606'REFERENCE MARK NO. 1 IS 30.34 FEET SOUTH OF THE STATION.  IT
 CQ2606'IS 32.65 FEET SOUTHWEST OF TELEGRAPH POLE NO. 10793, 29.0 FEET
 CQ2606'SOUTH OF WITNESS POST AT STATION, 28.20 FEET SOUTHWEST OF
 CQ2606'WEST RAIL OF RAILROAD, 55.10 FEET SOUTHWEST OF A TELEGRAPH POLE
 CQ2606'ON EAST SIDE OF RAILROAD, 45.0 FEET EAST OF THE CENTER OF
 CQ2606'BLACKTOP ROAD ALONG RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF
 CQ2606'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 CQ2606'R.M. NO. 1 GAYLE 1969, PROJECTING 2 INCHES.
 CQ2606'
 CQ2606'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS
 CQ2606'71.61 FEET.
 CQ2606'
 CQ2606'TO REACH THE STATION FROM THE INTERSECTION OF STATE
 CQ2606'HIGHWAY 1 AND STATE HIGHWAY 175 IN SOUTH GAYLES, LOUISIANA,
 CQ2606'DRIVE APPROXIMATELY 300 FEET ACROSS RAILROAD TO BLACKTOP
 CQ2606'LEADING NORTHWEST, THEN DRIVE NORTHWEST ON BLACKTOP FOR 0.33
 CQ2606'MILE TO STATION SET ON RIGHT NEAR RAILROAD.
 CQ2606
 CQ2606                          STATION RECOVERY (1981)
 CQ2606
 CQ2606'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ2606'8.9 KM (5.5 MI) SOUTH FROM SHREVEPORT.
 CQ2606'ABOUT 8.9 KM (5.5 MI) SOUTH ALONG STATE HIGHWAY 1 FROM SHREVEPORT TO
 CQ2606'THE MARK ON THE RIGHT SIDE OF THE HIGHWAY AND WEST OF THE TEXAS
 CQ2606'PACIFIC RAILROAD ON RAILROAD PROPERTY, 16.8 METERS (55 FT) SOUTHWEST
 CQ2606'OF A TELEGRAPH POLE, 13.7 METERS (45 FT) EAST OF THE CENTER OF A
 CQ2606'BLACKTOP ROAD, 9.9 METERS (32.5 FT) SOUTHWEST OF TELEGRAPH POLE NUMBER
 CQ2606'10793, 9.1 METERS (30 FT) SOUTH OF THE STATION, 8.0 METERS (28 FT)
 CQ2606'SOUTHWEST OF THE WEST RAIL OF THE RAILROAD.
 CQ2606'THE MARK IS 8.84 METERS SOUTH FROM A WITNESS POST.
 CQ2606'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 1.
 CQ2606
 CQ2606                          STATION RECOVERY (1994)
 CQ2606
 CQ2606'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2608 ***********************************************************************
 CQ2608  DESIGNATION -  GAYLE RM 2
 CQ2608  PID         -  CQ2608
 CQ2608  STATE/COUNTY-  LA/CADDO
 CQ2608  USGS QUAD   -  ELM GROVE (1980)
 CQ2608
 CQ2608                         *CURRENT SURVEY CONTROL
 CQ2608  ___________________________________________________________________
 CQ2608* NAD 83(1986)-  32 20 46.     (N)    093 37 26.     (W)     SCALED    
 CQ2608* NAVD 88     -        47.313  (meters)     155.23   (feet)  ADJUSTED  
 CQ2608  ___________________________________________________________________
 CQ2608  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2608  DYNAMIC HT  -          47.259 (meters)     155.05  (feet)  COMP
 CQ2608  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 CQ2608
 CQ2608  VERT ORDER  -  SECOND    CLASS II
 CQ2608
 CQ2608.The horizontal coordinates were scaled from a topographic map and have
 CQ2608.an estimated accuracy of +/- 6 seconds.
 CQ2608
 CQ2608.The orthometric height was determined by differential leveling
 CQ2608.and adjusted by the National Geodetic Survey in February 1994..
 CQ2608
 CQ2608.The geoid height was determined by GEOID03.
 CQ2608
 CQ2608.The dynamic height is computed by dividing the NAVD 88
 CQ2608.geopotential number by the normal gravity value computed on the
 CQ2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2608.degrees latitude (g = 980.6199 gals.).
 CQ2608
 CQ2608.The modeled gravity was interpolated from observed gravity values.
 CQ2608
 CQ2608;                    North         East    Units  Estimated Accuracy
 CQ2608;SPC LA N     -   205,240.      894,210.      MT  (+/- 180 meters Scaled)
 CQ2608
 CQ2608                          SUPERSEDED SURVEY CONTROL
 CQ2608
 CQ2608.No superseded survey control is available for this station.
 CQ2608
 CQ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR412789(NAD 83)
 CQ2608_MARKER: DR = REFERENCE MARK DISK
 CQ2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2608_SP_SET: CONCRETE POST
 CQ2608_STAMPING: R.M. NO. 2 GAYLE 1969
 CQ2608_MARK LOGO: LADH  
 CQ2608_PROJECTION: FLUSH
 CQ2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2608+STABILITY: SURFACE MOTION
 CQ2608
 CQ2608  HISTORY     - Date     Condition        Report By
 CQ2608  HISTORY     - 1969     MONUMENTED       LADH
 CQ2608  HISTORY     - 1981     GOOD             LADTD
 CQ2608  HISTORY     - 20000207 MARK NOT FOUND   USPSQD
 CQ2608
 CQ2608                          STATION DESCRIPTION
 CQ2608
 CQ2608'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2608'8.9 KM (5.5 MI) SOUTH FROM SHREVEPORT.
 CQ2608'ABOUT 8.9 KM (5.5 MI) SOUTH ALONG STATE HIGHWAY 1 FROM SHREVEPORT TO
 CQ2608'THE MARK ON THE RIGHT SIDE OF THE HIGHWAY AND WEST OF THE TEXAS
 CQ2608'PACIFIC RAILROAD ON RAILROAD PROPERTY, 19.1 METERS (62.5 FT) NORTHEAST
 CQ2608'OF THE CENTER OF BLACKTOP ROAD ALONG RAILROAD, 13.4 METERS (44 FT)
 CQ2608'NORTH OF TELEPGRAH POLE NUMBER 10793, 13.4 METERS (44 FT) NORTHWEST OF
 CQ2608'THE STATION AND 3.2 METERS (10.5 FT) SOUTHWEST OF THE WEST RAIL OF THE
 CQ2608'RAILROAD.
 CQ2608'THE MARK IS 13.4 METERS  NW FROM A WITNESS POST.
 CQ2608'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 1.
 CQ2608
 CQ2608                          STATION RECOVERY (2000)
 CQ2608
 CQ2608'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3085 ***********************************************************************
 BK3085  DESIGNATION -  GAYTINE TRANSCON GAS CO MAST
 BK3085  PID         -  BK3085
 BK3085  STATE/COUNTY-  LA/BEAUREGARD
 BK3085  USGS QUAD   -  GAYTINE (1994)
 BK3085
 BK3085                         *CURRENT SURVEY CONTROL
 BK3085  ___________________________________________________________________
 BK3085* NAD 83(1992)-  30 25 58.92579(N)    093 13 49.16679(W)     ADJUSTED  
 BK3085* NAVD 88     -                                                        
 BK3085  ___________________________________________________________________
 BK3085  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK3085  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3085
 BK3085  HORZ ORDER  -  THIRD
 BK3085
 BK3085.The horizontal coordinates were established by classical geodetic methods
 BK3085.and adjusted by the National Geodetic Survey in January 1993..
 BK3085
 BK3085
 BK3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3085
 BK3085.The geoid height was determined by GEOID03.
 BK3085
 BK3085;                    North         East     Units Scale Factor Converg.
 BK3085;SPC LA S     -   215,776.183   817,782.985   MT  0.99995409   -0 56 54.7
 BK3085;SPC LA S     -   707,925.69  2,683,009.68   sFT  0.99995409   -0 56 54.7
 BK3085;UTM  15      - 3,366,793.234   477,882.822   MT  0.99960603   -0 07 00.0
 BK3085
 BK3085                          SUPERSEDED SURVEY CONTROL
 BK3085
 BK3085  NAD 83(1986)-  30 25 58.94550(N)    093 13 49.15914(W) AD(       ) 4
 BK3085  NAD 27      -  30 25 58.22408(N)    093 13 48.59160(W) AD(       ) 3
 BK3085
 BK3085.Superseded values are not recommended for survey control.
 BK3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3085.See file dsdata.txt to determine how the superseded data were derived.
 BK3085
 BK3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7788366793(NAD 83)
 BK3085_MARKER: 44 = MICROWAVE MAST
 BK3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3085+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2002
 BK3085
 BK3085  HISTORY     - Date     Condition        Report By
 BK3085  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK3085  HISTORY     - 20021102 GOOD             USPSQD
 BK3085
 BK3085                          STATION DESCRIPTION
 BK3085
 BK3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3085'THE STATION IS LOCATED 5 MILES NORTH OF GILLIS.  IT IS PAINTED
 BK3085'RED AND WHITE, AND HAS 2 SHIELDS ON THE TOP AND IS 160 FEET
 BK3085'HIGH.  THE POINT INTERSECTED WAS THE TOP CENTER.
 BK3085
 BK3085                          STATION RECOVERY (2002)
 BK3085
 BK3085'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK3085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6322 ***********************************************************************
 AH6322  DESIGNATION -  GC 1
 AH6322  PID         -  AH6322
 AH6322  STATE/COUNTY-  LA/TERREBONNE
 AH6322  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6322
 AH6322                         *CURRENT SURVEY CONTROL
 AH6322  ___________________________________________________________________
 AH6322* NAD 83(1992)-  29 18 58.35190(N)    090 42 25.31216(W)     ADJUSTED  
 AH6322* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6322  **This station is located in a subsidence area (see below).
 AH6322  ___________________________________________________________________
 AH6322  X           -     -68,679.625 (meters)                     COMP
 AH6322  Y           -  -5,565,317.569 (meters)                     COMP
 AH6322  Z           -   3,104,496.258 (meters)                     COMP
 AH6322  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH6322  ELLIP HEIGHT-         -23.77  (meters)          (02/21/02) GPS OBS
 AH6322  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AH6322
 AH6322  HORZ ORDER  -  FIRST
 AH6322  ELLP ORDER  -  FIFTH     CLASS I
 AH6322
 AH6322.The horizontal coordinates were established by GPS observations
 AH6322.and adjusted by the National Geodetic Survey in December 1998..
 AH6322
 AH6322 ** The orthometric height has not been validated since last determined
 AH6322 ** by differential leveling and should not be used for control purposes.
 AH6322 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6322 ** area with valid NAVD 88 orthometric heights.
 AH6322 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6322 ** epoch indicated which incorporates improved geoid heights for the
 AH6322 ** Southern Louisiana Subsidence area.
 AH6322 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6322.The orthometric height was determined by GPS observations and a
 AH6322.high-resolution geoid model.
 AH6322
 AH6322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6322
 AH6322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6322
 AH6322.The ellipsoidal height was determined by GPS observations
 AH6322.and is referenced to NAD 83.
 AH6322
 AH6322.The geoid height was determined by GEOID03.
 AH6322
 AH6322;                    North         East     Units Scale Factor Converg.
 AH6322;SPC LA S     -    90,640.514 1,060,839.031   MT  0.99999661   +0 18 47.4
 AH6322;SPC LA S     -   297,376.42  3,480,436.05   sFT  0.99999661   +0 18 47.4
 AH6322;UTM  15      - 3,245,202.142   722,683.066   MT  1.00021192   +1 07 23.4
 AH6322
 AH6322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6322!SPC LA S     -   1.00000373  x   0.99999661  =   1.00000034
 AH6322!UTM  15      -   1.00000373  x   1.00021192  =   1.00021565
 AH6322
 AH6322:                Primary Azimuth Mark                     Grid Az
 AH6322:SPC LA S     -  GC 1 AZ MK                               023 23 28.7
 AH6322:UTM  15      -  GC 1 AZ MK                               022 34 52.7
 AH6322
 AH6322|---------------------------------------------------------------------|
 AH6322| PID    Reference Object                     Distance      Geod. Az  |
 AH6322|                                                           dddmmss.s |
 AH6322| AH6321 GC 1 AZ MK                          APPROX. 0.6 KM 0234216.1 |
 AH6322|---------------------------------------------------------------------|
 AH6322
 AH6322                          SUPERSEDED SURVEY CONTROL
 AH6322
 AH6322  ELLIP H (12/17/98)  -23.77   (m)                       GP(       ) 4 2
 AH6322
 AH6322.Superseded values are not recommended for survey control.
 AH6322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6322.See file dsdata.txt to determine how the superseded data were derived.
 AH6322
 AH6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2268345202(NAD 83)
 AH6322_MARKER: DD = SURVEY DISK
 AH6322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6322_STAMPING: GC-1 1993
 AH6322_MARK LOGO: TPCG  
 AH6322_PROJECTION: FLUSH
 AH6322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6322+STABILITY: SURFACE MOTION
 AH6322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6322+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6322
 AH6322  HISTORY     - Date     Condition        Report By
 AH6322  HISTORY     - 1993     MONUMENTED       GSENG
 AH6322
 AH6322                          STATION DESCRIPTION
 AH6322
 AH6322'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6322'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6322'FOUR POINT ROAD, (TOWNSHIP 20 SOUTH RANGE 17 EAST SECTION 22).
 AH6322'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE AND IS FLUSH
 AH6322'WITH THE SURFACE OF THE GROUND. MONUMENT IS ABOUT 4.14 MI (6.66 KM)
 AH6322'SOUTH OF THE INTERSECTION OF LA. HIGHWAY 3011 AND FOUR POINT ROAD, 6
 AH6322'FT (1.8 M) EAST OF THE EASTERN EDGE OF FOUR POINT ROAD, 25.55 FT (7.79
 AH6322'M) NORTHERLY OF A 3 INCH IRON PIPE PROPERTY CORNER, 80.00 FT (24.38 M)
 AH6322'NORTHERLY OF A LIGHT POLE WITH A NAIL/SHINER, 52.9 FT (16.1 M)
 AH6322'SOUTHEASTERLY OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6321 ***********************************************************************
 AH6321  DESIGNATION -  GC 1 AZ MK
 AH6321  PID         -  AH6321
 AH6321  STATE/COUNTY-  LA/TERREBONNE
 AH6321  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6321
 AH6321                         *CURRENT SURVEY CONTROL
 AH6321  ___________________________________________________________________
 AH6321* NAD 83(1992)-  29 19 15.26859(N)    090 42 16.83672(W)     ADJUSTED  
 AH6321* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6321  **This station is located in a subsidence area (see below).
 AH6321  ___________________________________________________________________
 AH6321  X           -     -68,447.807 (meters)                     COMP
 AH6321  Y           -  -5,565,065.190 (meters)                     COMP
 AH6321  Z           -   3,104,950.294 (meters)                     COMP
 AH6321  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AH6321  ELLIP HEIGHT-         -23.97  (meters)          (02/21/02) GPS OBS
 AH6321  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AH6321
 AH6321  HORZ ORDER  -  FIRST
 AH6321  ELLP ORDER  -  FIFTH     CLASS I
 AH6321
 AH6321.The horizontal coordinates were established by GPS observations
 AH6321.and adjusted by the National Geodetic Survey in December 1998..
 AH6321
 AH6321 ** The orthometric height has not been validated since last determined
 AH6321 ** by differential leveling and should not be used for control purposes.
 AH6321 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6321 ** area with valid NAVD 88 orthometric heights.
 AH6321 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6321 ** epoch indicated which incorporates improved geoid heights for the
 AH6321 ** Southern Louisiana Subsidence area.
 AH6321 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6321.The orthometric height was determined by GPS observations and a
 AH6321.high-resolution geoid model.
 AH6321
 AH6321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6321
 AH6321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6321
 AH6321.The ellipsoidal height was determined by GPS observations
 AH6321.and is referenced to NAD 83.
 AH6321
 AH6321.The geoid height was determined by GEOID03.
 AH6321
 AH6321;                    North         East     Units Scale Factor Converg.
 AH6321;SPC LA S     -    91,162.607 1,061,064.867   MT  0.99999564   +0 18 51.6
 AH6321;SPC LA S     -   299,089.32  3,481,176.98   sFT  0.99999564   +0 18 51.6
 AH6321;UTM  15      - 3,245,727.489   722,901.545   MT  1.00021312   +1 07 28.1
 AH6321
 AH6321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6321!SPC LA S     -   1.00000376  x   0.99999564  =   0.99999940
 AH6321!UTM  15      -   1.00000376  x   1.00021312  =   1.00021689
 AH6321
 AH6321:                Primary Azimuth Mark                     Grid Az
 AH6321:SPC LA S     -  GC 1                                     203 23 28.7
 AH6321:UTM  15      -  GC 1                                     202 34 52.2
 AH6321
 AH6321|---------------------------------------------------------------------|
 AH6321| PID    Reference Object                     Distance      Geod. Az  |
 AH6321|                                                           dddmmss.s |
 AH6321| AH6322 GC 1                                APPROX. 0.6 KM 2034220.3 |
 AH6321|---------------------------------------------------------------------|
 AH6321
 AH6321                          SUPERSEDED SURVEY CONTROL
 AH6321
 AH6321  ELLIP H (12/17/98)  -23.97   (m)                       GP(       ) 4 2
 AH6321
 AH6321.Superseded values are not recommended for survey control.
 AH6321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6321.See file dsdata.txt to determine how the superseded data were derived.
 AH6321
 AH6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2290245727(NAD 83)
 AH6321_MARKER: DD = SURVEY DISK
 AH6321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6321_STAMPING: GC-1 AZ MK 1993
 AH6321_MARK LOGO: TPCG  
 AH6321_PROJECTION: FLUSH
 AH6321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6321+STABILITY: SURFACE MOTION
 AH6321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6321+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6321
 AH6321  HISTORY     - Date     Condition        Report By
 AH6321  HISTORY     - 1993     MONUMENTED       GSENG
 AH6321
 AH6321                          STATION DESCRIPTION
 AH6321
 AH6321'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6321'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6321'FOUR POINT ROAD, (TOWNSHIP 20 SOUTH RANGE 17 EAST SECTION 22).
 AH6321'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE AND IS FLUSH
 AH6321'WITH THE SURFACE OF THE GROUND. MONUMENT IS ABOUT 3.79 MI (6.10 KM)
 AH6321'SOUTH OF THE INTERSECTION OF LA. HIGHWAY 3011 AND FOUR POINT ROAD, 9.7
 AH6321'FT (3.0 M) EAST OF THE EASTERN EDGE OF FOUR POINT ROAD, 33.00 FT
 AH6321'(10.06 M) SOUTH OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 74.75 FT
 AH6321'(22.78 M) NORTH OF A LIGHT POLE WITH A NAIL/SHINER, 51.05 FT (15.56 M)
 AH6321'EAST OF A UTILITY POLE WITH A NAIL/SHINER, JUST SOUTH OF A GREEN
 AH6321'TRAILER ON PILINGS THIS IS ON THE WEST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6326 ***********************************************************************
 AH6326  DESIGNATION -  GC 2
 AH6326  PID         -  AH6326
 AH6326  STATE/COUNTY-  LA/TERREBONNE
 AH6326  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6326
 AH6326                         *CURRENT SURVEY CONTROL
 AH6326  ___________________________________________________________________
 AH6326* NAD 83(1992)-  29 21 13.47482(N)    090 42 00.82306(W)     ADJUSTED  
 AH6326* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6326  **This station is located in a subsidence area (see below).
 AH6326  ___________________________________________________________________
 AH6326  X           -     -67,993.962 (meters)                     COMP
 AH6326  Y           -  -5,563,287.400 (meters)                     COMP
 AH6326  Z           -   3,108,122.968 (meters)                     COMP
 AH6326  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6326  ELLIP HEIGHT-         -24.04  (meters)          (02/21/02) GPS OBS
 AH6326  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH6326
 AH6326  HORZ ORDER  -  FIRST
 AH6326  ELLP ORDER  -  FIFTH     CLASS I
 AH6326
 AH6326.The horizontal coordinates were established by GPS observations
 AH6326.and adjusted by the National Geodetic Survey in December 1998..
 AH6326
 AH6326 ** The orthometric height has not been validated since last determined
 AH6326 ** by differential leveling and should not be used for control purposes.
 AH6326 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6326 ** area with valid NAVD 88 orthometric heights.
 AH6326 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6326 ** epoch indicated which incorporates improved geoid heights for the
 AH6326 ** Southern Louisiana Subsidence area.
 AH6326 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6326.The orthometric height was determined by GPS observations and a
 AH6326.high-resolution geoid model.
 AH6326
 AH6326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6326
 AH6326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6326
 AH6326.The ellipsoidal height was determined by GPS observations
 AH6326.and is referenced to NAD 83.
 AH6326
 AH6326.The geoid height was determined by GEOID03.
 AH6326
 AH6326;                    North         East     Units Scale Factor Converg.
 AH6326;SPC LA S     -    94,804.386 1,061,476.837   MT  0.99998906   +0 18 59.6
 AH6326;SPC LA S     -   311,037.39  3,482,528.59   sFT  0.99998906   +0 18 59.6
 AH6326;UTM  15      - 3,249,375.541   723,262.026   MT  1.00021510   +1 07 40.1
 AH6326
 AH6326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6326!SPC LA S     -   1.00000378  x   0.99998906  =   0.99999284
 AH6326!UTM  15      -   1.00000378  x   1.00021510  =   1.00021888
 AH6326
 AH6326:                Primary Azimuth Mark                     Grid Az
 AH6326:SPC LA S     -  GC 2 AZ MK                               161 12 13.5
 AH6326:UTM  15      -  GC 2 AZ MK                               160 23 33.0
 AH6326
 AH6326|---------------------------------------------------------------------|
 AH6326| PID    Reference Object                     Distance      Geod. Az  |
 AH6326|                                                           dddmmss.s |
 AH6326| AH6327 GC 2 AZ MK                          474.036 METERS 1613113.1 |
 AH6326|---------------------------------------------------------------------|
 AH6326
 AH6326                          SUPERSEDED SURVEY CONTROL
 AH6326
 AH6326  ELLIP H (12/17/98)  -24.04   (m)                       GP(       ) 4 2
 AH6326
 AH6326.Superseded values are not recommended for survey control.
 AH6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6326.See file dsdata.txt to determine how the superseded data were derived.
 AH6326
 AH6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2326249376(NAD 83)
 AH6326_MARKER: DD = SURVEY DISK
 AH6326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6326_STAMPING: GC-2 1993
 AH6326_MARK LOGO: TPCG  
 AH6326_PROJECTION: FLUSH
 AH6326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6326+STABILITY: SURFACE MOTION
 AH6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6326+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6326
 AH6326  HISTORY     - Date     Condition        Report By
 AH6326  HISTORY     - 1993     MONUMENTED       GSENG
 AH6326
 AH6326                          STATION DESCRIPTION
 AH6326
 AH6326'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6326'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6326'LA. HIGHWAY 57 BETWEEN DULAC AND COCODRIE, (TOWNSHIP 20 SOUTH RANGE 17
 AH6326'EAST SECTION 11).  MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN
 AH6326'CONCRETE AND IS FLUSH WITH GROUND AND ONE FOOT BELOW HIGHWAY. MONUMENT
 AH6326'IS ABOUT 1.62 MI (2.61 KM) SOUTH OF THE INTERSECTION OF LA. HIGHWAY
 AH6326'3011 AND LA. HIGHWAY 57, 15.4 FT (4.7 M) NORTHEAST OF A NAIL/SHINER IN
 AH6326'THE CENTERLINE OF LA. HIGHWAY 57, 82.55 FT (25.16 M) NORTH OF A 18
 AH6326'INCH HACKBERRY TREE WITH A NAIL/SHINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6327 ***********************************************************************
 AH6327  DESIGNATION -  GC 2 AZ MK
 AH6327  PID         -  AH6327
 AH6327  STATE/COUNTY-  LA/TERREBONNE
 AH6327  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6327
 AH6327                         *CURRENT SURVEY CONTROL
 AH6327  ___________________________________________________________________
 AH6327* NAD 83(1992)-  29 20 58.87257(N)    090 41 55.25288(W)     ADJUSTED  
 AH6327* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6327  **This station is located in a subsidence area (see below).
 AH6327  ___________________________________________________________________
 AH6327  X           -     -67,846.421 (meters)                     COMP
 AH6327  Y           -  -5,563,510.265 (meters)                     COMP
 AH6327  Z           -   3,107,731.469 (meters)                     COMP
 AH6327  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6327  ELLIP HEIGHT-         -23.27  (meters)          (02/21/02) GPS OBS
 AH6327  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AH6327
 AH6327  HORZ ORDER  -  FIRST
 AH6327  ELLP ORDER  -  FIFTH     CLASS I
 AH6327
 AH6327.The horizontal coordinates were established by GPS observations
 AH6327.and adjusted by the National Geodetic Survey in December 1998..
 AH6327
 AH6327 ** The orthometric height has not been validated since last determined
 AH6327 ** by differential leveling and should not be used for control purposes.
 AH6327 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6327 ** area with valid NAVD 88 orthometric heights.
 AH6327 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6327 ** epoch indicated which incorporates improved geoid heights for the
 AH6327 ** Southern Louisiana Subsidence area.
 AH6327 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6327.The orthometric height was determined by GPS observations and a
 AH6327.high-resolution geoid model.
 AH6327
 AH6327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6327
 AH6327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6327
 AH6327.The ellipsoidal height was determined by GPS observations
 AH6327.and is referenced to NAD 83.
 AH6327
 AH6327.The geoid height was determined by GEOID03.
 AH6327
 AH6327;                    North         East     Units Scale Factor Converg.
 AH6327;SPC LA S     -    94,355.635 1,061,629.571   MT  0.99998985   +0 19 02.4
 AH6327;SPC LA S     -   309,565.11  3,483,029.68   sFT  0.99998985   +0 19 02.4
 AH6327;UTM  15      - 3,248,928.896   723,421.134   MT  1.00021598   +1 07 42.4
 AH6327
 AH6327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6327!SPC LA S     -   1.00000365  x   0.99998985  =   0.99999350
 AH6327!UTM  15      -   1.00000365  x   1.00021598  =   1.00021964
 AH6327
 AH6327:                Primary Azimuth Mark                     Grid Az
 AH6327:SPC LA S     -  GC 2                                     341 12 13.5
 AH6327:UTM  15      -  GC 2                                     340 23 33.5
 AH6327
 AH6327|---------------------------------------------------------------------|
 AH6327| PID    Reference Object                     Distance      Geod. Az  |
 AH6327|                                                           dddmmss.s |
 AH6327| AH6326 GC 2                                474.036 METERS 3413115.9 |
 AH6327|---------------------------------------------------------------------|
 AH6327
 AH6327                          SUPERSEDED SURVEY CONTROL
 AH6327
 AH6327  ELLIP H (12/17/98)  -23.43   (m)                       GP(       ) 4 2
 AH6327
 AH6327.Superseded values are not recommended for survey control.
 AH6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6327.See file dsdata.txt to determine how the superseded data were derived.
 AH6327
 AH6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2342148929(NAD 83)
 AH6327_MARKER: DD = SURVEY DISK
 AH6327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6327_STAMPING: GC-2 AZ MK 1993
 AH6327_MARK LOGO: TPCG  
 AH6327_PROJECTION: FLUSH
 AH6327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6327+STABILITY: SURFACE MOTION
 AH6327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6327+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6327
 AH6327  HISTORY     - Date     Condition        Report By
 AH6327  HISTORY     - 1993     MONUMENTED       GSENG
 AH6327
 AH6327                          STATION DESCRIPTION
 AH6327
 AH6327'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6327'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6327'LA. HIGHWAY 57 BETWEEN DULAC AND COCODRIE, (TOWNSHIP 20 SOUTH RANGE 17
 AH6327'EAST SECTION 11).  MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN
 AH6327'CONCRETE AND IS 0.10 FT BELOW SHOULDER OF ROAD. MONUMENT IS ABOUT 1.91
 AH6327'MI (3.07 KM) SOUTH OF THE INTERSECTION OF LA. HIGHWAY 3011 AND LA.
 AH6327'HIGHWAY 57, 26.75 FT (8.15 M) SOUTH OF A P.K. NAIL/SHINER IN C/L OF
 AH6327'LA. HIGHWAY 57, 39.9 FT (12.2 M) SOUTHWEST OF A 8 INCH SPIKE IN A 24
 AH6327'INCH HACKBERRY TREE, 149.4 FT (45.5 M) NORTHWEST OF A NAIL/SHINER IN A
 AH6327'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6332 ***********************************************************************
 AH6332  DESIGNATION -  GC 3
 AH6332  PID         -  AH6332
 AH6332  STATE/COUNTY-  LA/TERREBONNE
 AH6332  USGS QUAD   -  DULAC (1994)
 AH6332
 AH6332                         *CURRENT SURVEY CONTROL
 AH6332  ___________________________________________________________________
 AH6332* NAD 83(1992)-  29 22 38.01626(N)    090 42 46.81306(W)     ADJUSTED  
 AH6332* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6332  **This station is located in a subsidence area (see below).
 AH6332  ___________________________________________________________________
 AH6332  X           -     -69,218.503 (meters)                     COMP
 AH6332  Y           -  -5,561,996.090 (meters)                     COMP
 AH6332  Z           -   3,110,391.667 (meters)                     COMP
 AH6332  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6332  ELLIP HEIGHT-         -23.66  (meters)          (02/21/02) GPS OBS
 AH6332  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6332
 AH6332  HORZ ORDER  -  FIRST
 AH6332  ELLP ORDER  -  FIFTH     CLASS I
 AH6332
 AH6332.The horizontal coordinates were established by GPS observations
 AH6332.and adjusted by the National Geodetic Survey in December 1998..
 AH6332
 AH6332 ** The orthometric height has not been validated since last determined
 AH6332 ** by differential leveling and should not be used for control purposes.
 AH6332 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6332 ** area with valid NAVD 88 orthometric heights.
 AH6332 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6332 ** epoch indicated which incorporates improved geoid heights for the
 AH6332 ** Southern Louisiana Subsidence area.
 AH6332 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6332.The orthometric height was determined by GPS observations and a
 AH6332.high-resolution geoid model.
 AH6332
 AH6332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6332
 AH6332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6332
 AH6332.The ellipsoidal height was determined by GPS observations
 AH6332.and is referenced to NAD 83.
 AH6332
 AH6332.The geoid height was determined by GEOID03.
 AH6332
 AH6332;                    North         East     Units Scale Factor Converg.
 AH6332;SPC LA S     -    97,400.508 1,060,222.258   MT  0.99998455   +0 18 36.6
 AH6332;SPC LA S     -   319,554.83  3,478,412.52   sFT  0.99998455   +0 18 36.6
 AH6332;UTM  15      - 3,251,954.209   721,970.504   MT  1.00020800   +1 07 20.5
 AH6332
 AH6332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6332!SPC LA S     -   1.00000372  x   0.99998455  =   0.99998827
 AH6332!UTM  15      -   1.00000372  x   1.00020800  =   1.00021172
 AH6332
 AH6332:                Primary Azimuth Mark                     Grid Az
 AH6332:SPC LA S     -  876 3027 B TIDAL                         165 36 14.9
 AH6332:UTM  15      -  876 3027 B TIDAL                         164 47 31.0
 AH6332
 AH6332|---------------------------------------------------------------------|
 AH6332| PID    Reference Object                     Distance      Geod. Az  |
 AH6332|                                                           dddmmss.s |
 AH6332| AU3286 876 3027 B TIDAL                    APPROX. 0.6 KM 1655451.5 |
 AH6332|---------------------------------------------------------------------|
 AH6332
 AH6332                          SUPERSEDED SURVEY CONTROL
 AH6332
 AH6332  ELLIP H (12/17/98)  -23.66   (m)                       GP(       ) 4 2
 AH6332
 AH6332.Superseded values are not recommended for survey control.
 AH6332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6332.See file dsdata.txt to determine how the superseded data were derived.
 AH6332
 AH6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2197151954(NAD 83)
 AH6332_MARKER: DD = SURVEY DISK
 AH6332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6332_STAMPING: GC-3 1993
 AH6332_MARK LOGO: TPCG  
 AH6332_PROJECTION: FLUSH
 AH6332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6332+STABILITY: SURFACE MOTION
 AH6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6332+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6332
 AH6332  HISTORY     - Date     Condition        Report By
 AH6332  HISTORY     - 1993     MONUMENTED       GSENG
 AH6332
 AH6332                          STATION DESCRIPTION
 AH6332
 AH6332'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6332'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA JUST OUTSIDE OF THE
 AH6332'RIGHT-OF-WAY OF LA. HIGHWAY 57, (TOWNSHIP 19 SOUTH RANGE 17 EAST
 AH6332'SECTION 87).  MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE
 AH6332'AND IS FLUSH WITH THE GROUND. MONUMENT IS ABOUT 0.38 MI (0.61 KM)
 AH6332'SOUTH OF THE INTERSECTION OF FALGOUT CANAL ROAD AND LA. HIGHWAY 57,
 AH6332'40.95 FT (12.48 M) EAST OF THE CENTERLINE OF LA. HIGHWAY 57, 102.47 FT
 AH6332'(31.23 M) SOUTHEAST OF A UTILITY POLE WITH A NAIL/SHINER AND TWO
 AH6332'TELEPHONE PEDESTALS (SW 36 AND SW 36-1), 96.15 FT (29.31 M) SOUTH OF
 AH6332'AN ABANDONED TIN BUILDING, 5.2 FT (1.6 M) WEST OF A CONCRETE SLAB,
 AH6332'18.2 FT (5.5 M) NORTH OF A SHELL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6331 ***********************************************************************
 AH6331  DESIGNATION -  GC 3 AZ MK
 AH6331  PID         -  AH6331
 AH6331  STATE/COUNTY-  LA/TERREBONNE
 AH6331  USGS QUAD   -  DULAC (1994)
 AH6331
 AH6331                         *CURRENT SURVEY CONTROL
 AH6331  ___________________________________________________________________
 AH6331* NAD 83(1992)-  29 22 50.04676(N)    090 42 57.19140(W)     ADJUSTED  
 AH6331* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6331  **This station is located in a subsidence area (see below).
 AH6331  ___________________________________________________________________
 AH6331  X           -     -69,496.090 (meters)                     COMP
 AH6331  Y           -  -5,561,811.019 (meters)                     COMP
 AH6331  Z           -   3,110,714.510 (meters)                     COMP
 AH6331  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6331  ELLIP HEIGHT-         -23.52  (meters)          (02/21/02) GPS OBS
 AH6331  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6331
 AH6331  HORZ ORDER  -  FIRST
 AH6331  ELLP ORDER  -  FIFTH     CLASS I
 AH6331
 AH6331.The horizontal coordinates were established by GPS observations
 AH6331.and adjusted by the National Geodetic Survey in December 1998..
 AH6331
 AH6331 ** The orthometric height has not been validated since last determined
 AH6331 ** by differential leveling and should not be used for control purposes.
 AH6331 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6331 ** area with valid NAVD 88 orthometric heights.
 AH6331 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6331 ** epoch indicated which incorporates improved geoid heights for the
 AH6331 ** Southern Louisiana Subsidence area.
 AH6331 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6331.The orthometric height was determined by GPS observations and a
 AH6331.high-resolution geoid model.
 AH6331
 AH6331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6331
 AH6331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6331
 AH6331.The ellipsoidal height was determined by GPS observations
 AH6331.and is referenced to NAD 83.
 AH6331
 AH6331.The geoid height was determined by GEOID03.
 AH6331
 AH6331;                    North         East     Units Scale Factor Converg.
 AH6331;SPC LA S     -    97,769.398 1,059,940.392   MT  0.99998392   +0 18 31.4
 AH6331;SPC LA S     -   320,765.10  3,477,487.77   sFT  0.99998392   +0 18 31.4
 AH6331;UTM  15      - 3,252,319.147   721,683.373   MT  1.00020643   +1 07 15.8
 AH6331
 AH6331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6331!SPC LA S     -   1.00000369  x   0.99998392  =   0.99998761
 AH6331!UTM  15      -   1.00000369  x   1.00020643  =   1.00021012
 AH6331
 AH6331|---------------------------------------------------------------------|
 AH6331| PID    Reference Object                     Distance      Geod. Az  |
 AH6331|                                                           dddmmss.s |
 AH6331| AH6333 GCB 22                              323.675 METERS 04105     |
 AH6331| AH6332 GC 3                                464.257 METERS 1425532.2 |
 AH6331|---------------------------------------------------------------------|
 AH6331
 AH6331                          SUPERSEDED SURVEY CONTROL
 AH6331
 AH6331  ELLIP H (12/17/98)  -23.51   (m)                       GP(       ) 4 2
 AH6331
 AH6331.Superseded values are not recommended for survey control.
 AH6331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6331.See file dsdata.txt to determine how the superseded data were derived.
 AH6331
 AH6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2168352319(NAD 83)
 AH6331_MARKER: DD = SURVEY DISK
 AH6331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6331_STAMPING: GC-3 AZ MK 1993
 AH6331_MARK LOGO: TPCG  
 AH6331_PROJECTION: FLUSH
 AH6331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6331+STABILITY: SURFACE MOTION
 AH6331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6331+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6331
 AH6331  HISTORY     - Date     Condition        Report By
 AH6331  HISTORY     - 1993     MONUMENTED       GSENG
 AH6331
 AH6331                          STATION DESCRIPTION
 AH6331
 AH6331'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6331'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6331'PARISH ROAD 61 (SHIMPERS ROW), (TOWNSHIP 19 SOUTH RANGE 17 EAST
 AH6331'SECTION 86).  MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE
 AH6331'AND IS FLUSH WITH THE GROUND. MONUMENT IS ABOUT 0.16 MI (0.26 KM)
 AH6331'SOUTH OF THE INTERSECTION OF FALGOUT CANAL ROAD AND PARISH ROAD 61
 AH6331'(SHRIMPERS ROW), 81.75 FT (24.92 M) SOUTHEAST OF A UTILITY POLE WITH A
 AH6331'NAIL/SHINER, 15.1 FT (4.6 M) EAST OF THE CENTERLINE OF PARISH ROAD 61,
 AH6331'78.62 FT (23.96 M) NORTHEAST OF A NAIL/SHINER IN POWER POLE NO. 41652
 AH6331'7978 WITH A TELEPHONE PEDESTAL, 76.4 FT (23.3 M) NORTH OF AN ANCHOR
 AH6331'POLE WITH A NAIL/SHINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6297 ***********************************************************************
 AH6297  DESIGNATION -  GC 5
 AH6297  PID         -  AH6297
 AH6297  STATE/COUNTY-  LA/TERREBONNE
 AH6297  USGS QUAD   -  DULAC (1994)
 AH6297
 AH6297                         *CURRENT SURVEY CONTROL
 AH6297  ___________________________________________________________________
 AH6297* NAD 83(1992)-  29 25 47.55903(N)    090 42 01.46215(W)     ADJUSTED  
 AH6297* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6297  **This station is located in a subsidence area (see below).
 AH6297  ___________________________________________________________________
 AH6297  X           -     -67,960.571 (meters)                     COMP
 AH6297  Y           -  -5,559,145.807 (meters)                     COMP
 AH6297  Z           -   3,115,475.601 (meters)                     COMP
 AH6297  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6297  ELLIP HEIGHT-         -24.11  (meters)          (02/21/02) GPS OBS
 AH6297  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AH6297
 AH6297  HORZ ORDER  -  FIRST
 AH6297  ELLP ORDER  -  FIFTH     CLASS I
 AH6297
 AH6297.The horizontal coordinates were established by GPS observations
 AH6297.and adjusted by the National Geodetic Survey in December 1998..
 AH6297
 AH6297 ** The orthometric height has not been validated since last determined
 AH6297 ** by differential leveling and should not be used for control purposes.
 AH6297 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6297 ** area with valid NAVD 88 orthometric heights.
 AH6297 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6297 ** epoch indicated which incorporates improved geoid heights for the
 AH6297 ** Southern Louisiana Subsidence area.
 AH6297 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6297.The orthometric height was determined by GPS observations and a
 AH6297.high-resolution geoid model.
 AH6297
 AH6297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6297
 AH6297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6297
 AH6297.The ellipsoidal height was determined by GPS observations
 AH6297.and is referenced to NAD 83.
 AH6297
 AH6297.The geoid height was determined by GEOID03.
 AH6297
 AH6297;                    North         East     Units Scale Factor Converg.
 AH6297;SPC LA S     -   103,242.929 1,061,412.988   MT  0.99997505   +0 18 59.3
 AH6297;SPC LA S     -   338,722.84  3,482,319.11   sFT  0.99997505   +0 18 59.3
 AH6297;UTM  15      - 3,257,814.293   723,078.466   MT  1.00021408   +1 07 49.4
 AH6297
 AH6297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6297!SPC LA S     -   1.00000379  x   0.99997505  =   0.99997884
 AH6297!UTM  15      -   1.00000379  x   1.00021408  =   1.00021787
 AH6297
 AH6297:                Primary Azimuth Mark                     Grid Az
 AH6297:SPC LA S     -  GC 5 AZ MK                               346 52 31.1
 AH6297:UTM  15      -  GC 5 AZ MK                               346 03 41.0
 AH6297
 AH6297|---------------------------------------------------------------------|
 AH6297| PID    Reference Object                     Distance      Geod. Az  |
 AH6297|                                                           dddmmss.s |
 AH6297| AH6296 GC 5 AZ MK                          APPROX. 0.6 KM 3471130.4 |
 AH6297|---------------------------------------------------------------------|
 AH6297
 AH6297                          SUPERSEDED SURVEY CONTROL
 AH6297
 AH6297  ELLIP H (12/17/98)  -24.09   (m)                       GP(       ) 4 2
 AH6297
 AH6297.Superseded values are not recommended for survey control.
 AH6297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6297.See file dsdata.txt to determine how the superseded data were derived.
 AH6297
 AH6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2307857814(NAD 83)
 AH6297_MARKER: DD = SURVEY DISK
 AH6297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6297_STAMPING: GC-5 1993
 AH6297_MARK LOGO: TPCG  
 AH6297_PROJECTION: FLUSH
 AH6297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6297+STABILITY: SURFACE MOTION
 AH6297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6297+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6297
 AH6297  HISTORY     - Date     Condition        Report By
 AH6297  HISTORY     - 1993     MONUMENTED       GSENG
 AH6297
 AH6297                          STATION DESCRIPTION
 AH6297
 AH6297'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6297'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA NEAR THE RIGHT-OF-WAY
 AH6297'LINE OF LA.  HIGHWAY 57, (TOWNSHIP 19 SOUTH RANGE 17 EAST SECTION 1).
 AH6297'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE AND IS FLUSH
 AH6297'WITH THE GROUND. MONUMENT IS 135.5 FT (41.3 M) SOUTH OF THE CENTERLINE
 AH6297'OF THE NEW COMBON BRIDGE, 31.0 FT (9.4 M) WEST OF THE CENTERLINE OF
 AH6297'LA. HIGHWAY 57, 102.0 FT (31.1 M) SOUTHWEST OF A NAIL/SHINER IN POWER
 AH6297'POLE NO. NE43, 94.2 FT (28.7 M) NORTH NORTHEAST OF FIRE HYDRANT NO.
 AH6297'62, 22.65 FT (6.90 M) NORTH OF AN ANCHOR POLE WITH A NAIL/SHINER,
 AH6297'112.0 FT (34.1 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE EAST
 AH6297'CONCRETE ABUTMENT OF THE COMBON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6296 ***********************************************************************
 AH6296  DESIGNATION -  GC 5 AZ MK
 AH6296  PID         -  AH6296
 AH6296  STATE/COUNTY-  LA/TERREBONNE
 AH6296  USGS QUAD   -  DULAC (1994)
 AH6296
 AH6296                         *CURRENT SURVEY CONTROL
 AH6296  ___________________________________________________________________
 AH6296* NAD 83(1992)-  29 26 05.44590(N)    090 42 06.10763(W)     ADJUSTED  
 AH6296* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6296  **This station is located in a subsidence area (see below).
 AH6296  ___________________________________________________________________
 AH6296  X           -     -68,082.460 (meters)                     COMP
 AH6296  Y           -  -5,558,873.704 (meters)                     COMP
 AH6296  Z           -   3,115,955.271 (meters)                     COMP
 AH6296  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6296  ELLIP HEIGHT-         -24.07  (meters)          (02/21/02) GPS OBS
 AH6296  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH6296
 AH6296  HORZ ORDER  -  FIRST
 AH6296  ELLP ORDER  -  FIFTH     CLASS I
 AH6296
 AH6296.The horizontal coordinates were established by GPS observations
 AH6296.and adjusted by the National Geodetic Survey in December 1998..
 AH6296
 AH6296 ** The orthometric height has not been validated since last determined
 AH6296 ** by differential leveling and should not be used for control purposes.
 AH6296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6296 ** area with valid NAVD 88 orthometric heights.
 AH6296 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6296 ** epoch indicated which incorporates improved geoid heights for the
 AH6296 ** Southern Louisiana Subsidence area.
 AH6296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6296.The orthometric height was determined by GPS observations and a
 AH6296.high-resolution geoid model.
 AH6296
 AH6296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6296
 AH6296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6296
 AH6296.The ellipsoidal height was determined by GPS observations
 AH6296.and is referenced to NAD 83.
 AH6296
 AH6296.The geoid height was determined by GEOID03.
 AH6296
 AH6296;                    North         East     Units Scale Factor Converg.
 AH6296;SPC LA S     -   103,792.947 1,061,284.745   MT  0.99997420   +0 18 57.0
 AH6296;SPC LA S     -   340,527.36  3,481,898.37   sFT  0.99997420   +0 18 57.0
 AH6296;UTM  15      - 3,258,362.565   722,942.390   MT  1.00021333   +1 07 47.7
 AH6296
 AH6296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6296!SPC LA S     -   1.00000378  x   0.99997420  =   0.99997798
 AH6296!UTM  15      -   1.00000378  x   1.00021333  =   1.00021711
 AH6296
 AH6296:                Primary Azimuth Mark                     Grid Az
 AH6296:SPC LA S     -  GC 5                                     166 52 31.1
 AH6296:UTM  15      -  GC 5                                     166 03 40.4
 AH6296
 AH6296|---------------------------------------------------------------------|
 AH6296| PID    Reference Object                     Distance      Geod. Az  |
 AH6296|                                                           dddmmss.s |
 AH6296| AH6297 GC 5                                APPROX. 0.6 KM 1671128.1 |
 AH6296|---------------------------------------------------------------------|
 AH6296
 AH6296                          SUPERSEDED SURVEY CONTROL
 AH6296
 AH6296  ELLIP H (12/17/98)  -24.05   (m)                       GP(       ) 4 2
 AH6296
 AH6296.Superseded values are not recommended for survey control.
 AH6296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6296.See file dsdata.txt to determine how the superseded data were derived.
 AH6296
 AH6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2294258363(NAD 83)
 AH6296_MARKER: DD = SURVEY DISK
 AH6296_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH6296_SP_SET: CONCRETE DRIVEWAY
 AH6296_STAMPING: GC-5 AZ MK 1993
 AH6296_MARK LOGO: TPCG  
 AH6296_PROJECTION: FLUSH
 AH6296_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6296+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6296
 AH6296  HISTORY     - Date     Condition        Report By
 AH6296  HISTORY     - 1993     MONUMENTED       GSENG
 AH6296
 AH6296                          STATION DESCRIPTION
 AH6296
 AH6296'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6296'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6296'LA. HIGHWAY 57, (TOWNSHIP 19 SOUTH RANGE 17 EAST SECTION 1). MONUMENT
 AH6296'IS A TERREBONNE PARISH LIS DISK SET ON A CONCRETE DRIVEWAY AT 4865
 AH6296'GRAND CAILLOU ROAD. MONUMENT IS 21.88 FT (6.67 M) EAST OF A
 AH6296'NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY 57, 53.65 FT (16.35 M)
 AH6296'SOUTH OF FIRE HYDRANT NO. 59, 106.13 FT (32.35 M) NORTHWEST OF A
 AH6296'NAIL/SHINER IN A LIGHT POLE, 71.31 FT (21.74 M) SOUTHEAST OF A
 AH6296'NAIL/SHINER IN A POWER POLE, ABOUT 1,700 FT NORTH OF THE CENTERLINE OF
 AH6296'THE NEW COMBON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6280 ***********************************************************************
 AH6280  DESIGNATION -  GC 7
 AH6280  PID         -  AH6280
 AH6280  STATE/COUNTY-  LA/TERREBONNE
 AH6280  USGS QUAD   -  DULAC (1994)
 AH6280
 AH6280                         *CURRENT SURVEY CONTROL
 AH6280  ___________________________________________________________________
 AH6280* NAD 83(1992)-  29 29 23.05438(N)    090 41 43.49935(W)     ADJUSTED  
 AH6280* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6280  **This station is located in a subsidence area (see below).
 AH6280  ___________________________________________________________________
 AH6280  X           -     -67,436.842 (meters)                     COMP
 AH6280  Y           -  -5,555,888.869 (meters)                     COMP
 AH6280  Z           -   3,121,252.805 (meters)                     COMP
 AH6280  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6280  ELLIP HEIGHT-         -23.97  (meters)          (02/21/02) GPS OBS
 AH6280  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH6280
 AH6280  HORZ ORDER  -  FIRST
 AH6280  ELLP ORDER  -  FIFTH     CLASS I
 AH6280
 AH6280.The horizontal coordinates were established by GPS observations
 AH6280.and adjusted by the National Geodetic Survey in December 1998..
 AH6280
 AH6280 ** The orthometric height has not been validated since last determined
 AH6280 ** by differential leveling and should not be used for control purposes.
 AH6280 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6280 ** area with valid NAVD 88 orthometric heights.
 AH6280 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6280 ** epoch indicated which incorporates improved geoid heights for the
 AH6280 ** Southern Louisiana Subsidence area.
 AH6280 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6280.The orthometric height was determined by GPS observations and a
 AH6280.high-resolution geoid model.
 AH6280
 AH6280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6280
 AH6280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6280
 AH6280.The ellipsoidal height was determined by GPS observations
 AH6280.and is referenced to NAD 83.
 AH6280
 AH6280.The geoid height was determined by GEOID03.
 AH6280
 AH6280;                    North         East     Units Scale Factor Converg.
 AH6280;SPC LA S     -   109,880.378 1,061,860.194   MT  0.99996526   +0 19 08.3
 AH6280;SPC LA S     -   360,499.21  3,483,786.32   sFT  0.99996526   +0 19 08.3
 AH6280;UTM  15      - 3,264,459.059   723,431.309   MT  1.00021602   +1 08 05.8
 AH6280
 AH6280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6280!SPC LA S     -   1.00000376  x   0.99996526  =   0.99996902
 AH6280!UTM  15      -   1.00000376  x   1.00021602  =   1.00021979
 AH6280
 AH6280                          SUPERSEDED SURVEY CONTROL
 AH6280
 AH6280  ELLIP H (12/17/98)  -23.94   (m)                       GP(       ) 4 2
 AH6280
 AH6280.Superseded values are not recommended for survey control.
 AH6280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6280.See file dsdata.txt to determine how the superseded data were derived.
 AH6280
 AH6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2343164459(NAD 83)
 AH6280_MARKER: DD = SURVEY DISK
 AH6280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6280_STAMPING: GC-7 1993
 AH6280_MARK LOGO: TPCG  
 AH6280_PROJECTION: FLUSH
 AH6280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6280+STABILITY: SURFACE MOTION
 AH6280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6280+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6280
 AH6280  HISTORY     - Date     Condition        Report By
 AH6280  HISTORY     - 1993     MONUMENTED       GSENG
 AH6280  HISTORY     - 20060423 GOOD             NGS
 AH6280
 AH6280                          STATION DESCRIPTION
 AH6280
 AH6280'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6280'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA NEAR THE RIGHT-OF-WAY
 AH6280'LINE OF LA.  HIGHWAY 57, (TOWNSHIP 18 SOUTH RANGE 17 EAST SECTION 11)
 AH6280'. MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE AND IS 0.1
 AH6280'FT BELOW THE LEVEL OF THE GROUND, IN THE MIDDLE OF THE FRONT YARD OF
 AH6280'4316 GRAND CAILLOU ROAD. MONUMENT IS ABOUT 1000 FT (304.8 M) NORTH OF
 AH6280'THE UNITED GAS PIPELINE CROSSING LA. HIGHWAY 57, 60.5 FT (18.4 M) WEST
 AH6280'OF THE NORTHWEST FENCE CORNER AROUND THE CIRCLE D RANCH, 118.7 FT
 AH6280'(36.2 M) NORTHWEST OF A NAIL/SHINER IN POWER POLE NO. 968, 61.9 FT
 AH6280'(18.9 M) SOUTHEAST OF A UTILITY POLE WITH A NAIL/SHINER, 40.3 FT (12.3
 AH6280'M) SOUTH OF A 15 INCH CEDAR TREE.
 AH6280
 AH6280                          STATION RECOVERY (2006)
 AH6280
 AH6280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AH6280'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6278 ***********************************************************************
 AH6278  DESIGNATION -  GC 7 AZ MK
 AH6278  PID         -  AH6278
 AH6278  STATE/COUNTY-  LA/TERREBONNE
 AH6278  USGS QUAD   -  DULAC (1994)
 AH6278
 AH6278                         *CURRENT SURVEY CONTROL
 AH6278  ___________________________________________________________________
 AH6278* NAD 83(1992)-  29 29 36.47670(N)    090 41 27.91428(W)     ADJUSTED  
 AH6278* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6278  **This station is located in a subsidence area (see below).
 AH6278  ___________________________________________________________________
 AH6278  X           -     -67,014.598 (meters)                     COMP
 AH6278  Y           -  -5,555,690.885 (meters)                     COMP
 AH6278  Z           -   3,121,612.740 (meters)                     COMP
 AH6278  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6278  ELLIP HEIGHT-         -23.54  (meters)          (02/21/02) GPS OBS
 AH6278  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH6278
 AH6278  HORZ ORDER  -  FIRST
 AH6278  ELLP ORDER  -  FIFTH     CLASS I
 AH6278
 AH6278.The horizontal coordinates were established by GPS observations
 AH6278.and adjusted by the National Geodetic Survey in December 1998..
 AH6278
 AH6278 ** The orthometric height has not been validated since last determined
 AH6278 ** by differential leveling and should not be used for control purposes.
 AH6278 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6278 ** area with valid NAVD 88 orthometric heights.
 AH6278 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6278 ** epoch indicated which incorporates improved geoid heights for the
 AH6278 ** Southern Louisiana Subsidence area.
 AH6278 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6278.The orthometric height was determined by GPS observations and a
 AH6278.high-resolution geoid model.
 AH6278
 AH6278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6278
 AH6278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6278
 AH6278.The ellipsoidal height was determined by GPS observations
 AH6278.and is referenced to NAD 83.
 AH6278
 AH6278.The geoid height was determined by GEOID03.
 AH6278
 AH6278;                    North         East     Units Scale Factor Converg.
 AH6278;SPC LA S     -   110,295.975 1,062,277.684   MT  0.99996469   +0 19 16.1
 AH6278;SPC LA S     -   361,862.71  3,485,156.03   sFT  0.99996469   +0 19 16.1
 AH6278;UTM  15      - 3,264,880.666   723,842.942   MT  1.00021829   +1 08 13.9
 AH6278
 AH6278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6278!SPC LA S     -   1.00000370  x   0.99996469  =   0.99996839
 AH6278!UTM  15      -   1.00000370  x   1.00021829  =   1.00022199
 AH6278
 AH6278                          SUPERSEDED SURVEY CONTROL
 AH6278
 AH6278  ELLIP H (12/17/98)  -23.51   (m)                       GP(       ) 4 2
 AH6278
 AH6278.Superseded values are not recommended for survey control.
 AH6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6278.See file dsdata.txt to determine how the superseded data were derived.
 AH6278
 AH6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2384364881(NAD 83)
 AH6278_MARKER: DD = SURVEY DISK
 AH6278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6278_STAMPING: GC-7 AZ MK 1993
 AH6278_MARK LOGO: TPCG  
 AH6278_PROJECTION: FLUSH
 AH6278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6278+STABILITY: SURFACE MOTION
 AH6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6278+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6278
 AH6278  HISTORY     - Date     Condition        Report By
 AH6278  HISTORY     - 1993     MONUMENTED       GSENG
 AH6278
 AH6278                          STATION DESCRIPTION
 AH6278
 AH6278'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6278'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6278'LA. HIGHWAY 57, (TOWNSHIP 18 SOUTH RANGE 17 EAST SECTION 11). MONUMENT
 AH6278'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE AND IS FLUSH WITH THE
 AH6278'GROUND. MONUMENT IS ABOUT 1184 FT (360.9 M) SOUTH OF THE MORNING STAR
 AH6278'CHURCH, ABOUT 2933 FT (894.0 M) NORTH OF THE UNITED GAS PIPELINE
 AH6278'CROSSING LA. HIGHWAY 57, 40.4 FT (12.3 M) SOUTHWEST OF A NAIL/SHINER
 AH6278'IN POWER POLE NO. 355, 22.8 FT (6.9 M) WEST OF AN OVERHEAD POWER LINE,
 AH6278'25.7 FT (7.8 M) EAST OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY
 AH6278'57, JUST SOUTH OF THE HEADLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6250 ***********************************************************************
 AH6250  DESIGNATION -  GCB 01
 AH6250  PID         -  AH6250
 AH6250  STATE/COUNTY-  LA/TERREBONNE
 AH6250  USGS QUAD   -  HOUMA (1980)
 AH6250
 AH6250                         *CURRENT SURVEY CONTROL
 AH6250  ___________________________________________________________________
 AH6250* NAD 83(1992)-  29 35 15.94799(N)    090 42 11.89867(W)     ADJUSTED  
 AH6250* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AH6250  **This station is located in a subsidence area (see below).
 AH6250  ___________________________________________________________________
 AH6250  X           -     -68,136.055 (meters)                     COMP
 AH6250  Y           -  -5,550,524.026 (meters)                     COMP
 AH6250  Z           -   3,130,706.692 (meters)                     COMP
 AH6250  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6250  ELLIP HEIGHT-         -22.85  (meters)          (02/21/02) GPS OBS
 AH6250  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6250
 AH6250  HORZ ORDER  -  FIRST
 AH6250  ELLP ORDER  -  FIFTH     CLASS I
 AH6250
 AH6250.The horizontal coordinates were established by GPS observations
 AH6250.and adjusted by the National Geodetic Survey in December 1998..
 AH6250
 AH6250 ** The orthometric height has not been validated since last determined
 AH6250 ** by differential leveling and should not be used for control purposes.
 AH6250 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6250 ** area with valid NAVD 88 orthometric heights.
 AH6250 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6250 ** epoch indicated which incorporates improved geoid heights for the
 AH6250 ** Southern Louisiana Subsidence area.
 AH6250 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6250.The orthometric height was determined by GPS observations and a
 AH6250.high-resolution geoid model.
 AH6250
 AH6250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6250
 AH6250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6250
 AH6250.The ellipsoidal height was determined by GPS observations
 AH6250.and is referenced to NAD 83.
 AH6250
 AH6250.The geoid height was determined by GEOID03.
 AH6250
 AH6250;                    North         East     Units Scale Factor Converg.
 AH6250;SPC LA S     -   120,741.190 1,061,035.479   MT  0.99995156   +0 18 54.1
 AH6250;SPC LA S     -   396,131.72  3,481,080.57   sFT  0.99995156   +0 18 54.1
 AH6250;UTM  15      - 3,275,309.763   722,451.430   MT  1.00021062   +1 08 04.1
 AH6250
 AH6250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6250!SPC LA S     -   1.00000359  x   0.99995156  =   0.99995515
 AH6250!UTM  15      -   1.00000359  x   1.00021062  =   1.00021421
 AH6250
 AH6250                          SUPERSEDED SURVEY CONTROL
 AH6250
 AH6250  ELLIP H (12/17/98)  -22.80   (m)                       GP(       ) 4 2
 AH6250
 AH6250.Superseded values are not recommended for survey control.
 AH6250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6250.See file dsdata.txt to determine how the superseded data were derived.
 AH6250
 AH6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2245175310(NAD 83)
 AH6250_MARKER: DD = SURVEY DISK
 AH6250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6250_STAMPING: GCB 01
 AH6250_MARK LOGO: LA-109
 AH6250_PROJECTION: FLUSH
 AH6250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6250+STABILITY: SURFACE MOTION
 AH6250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6250+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6250
 AH6250  HISTORY     - Date     Condition        Report By
 AH6250  HISTORY     - 1995     MONUMENTED       MPHI
 AH6250
 AH6250                          STATION DESCRIPTION
 AH6250
 AH6250'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6250'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6250'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6250'57 AND TRAVEL SOUTH FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 AH6250'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 31.0 FT (9.4
 AH6250'M) NORTHWEST OF THE CENTERLINE OF HWY 3040 (TUNNEL BLVD), 27.2 FT (8.3
 AH6250'M) EAST OF THE POWER POLE WITH LIGHT, 105 FT (32.0 M) SOUTHEAST FROM
 AH6250'THE CORNER OF THE BRICK COLUMN, AND 33.6 FT (10.2 M) EAST OF THE
 AH6250'CORNER OF THE CONCRETE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6255 ***********************************************************************
 AH6255  DESIGNATION -  GCB 02
 AH6255  PID         -  AH6255
 AH6255  STATE/COUNTY-  LA/TERREBONNE
 AH6255  USGS QUAD   -  HOUMA (1980)
 AH6255
 AH6255                         *CURRENT SURVEY CONTROL
 AH6255  ___________________________________________________________________
 AH6255* NAD 83(1992)-  29 34 08.05074(N)    090 40 57.78454(W)     ADJUSTED  
 AH6255* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6255  **This station is located in a subsidence area (see below).
 AH6255  ___________________________________________________________________
 AH6255  X           -     -66,153.958 (meters)                     COMP
 AH6255  Y           -  -5,551,580.038 (meters)                     COMP
 AH6255  Z           -   3,128,888.573 (meters)                     COMP
 AH6255  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6255  ELLIP HEIGHT-         -22.82  (meters)          (02/21/02) GPS OBS
 AH6255  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH6255
 AH6255  HORZ ORDER  -  FIRST
 AH6255  ELLP ORDER  -  FIFTH     CLASS I
 AH6255
 AH6255.The horizontal coordinates were established by GPS observations
 AH6255.and adjusted by the National Geodetic Survey in December 1998..
 AH6255
 AH6255 ** The orthometric height has not been validated since last determined
 AH6255 ** by differential leveling and should not be used for control purposes.
 AH6255 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6255 ** area with valid NAVD 88 orthometric heights.
 AH6255 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6255 ** epoch indicated which incorporates improved geoid heights for the
 AH6255 ** Southern Louisiana Subsidence area.
 AH6255 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6255.The orthometric height was determined by GPS observations and a
 AH6255.high-resolution geoid model.
 AH6255
 AH6255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6255
 AH6255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6255
 AH6255.The ellipsoidal height was determined by GPS observations
 AH6255.and is referenced to NAD 83.
 AH6255
 AH6255.The geoid height was determined by GEOID03.
 AH6255
 AH6255;                    North         East     Units Scale Factor Converg.
 AH6255;SPC LA S     -   118,661.885 1,063,041.767   MT  0.99995397   +0 19 31.1
 AH6255;SPC LA S     -   389,309.87  3,487,662.86   sFT  0.99995397   +0 19 31.1
 AH6255;UTM  15      - 3,273,258.810   724,487.772   MT  1.00022185   +1 08 38.4
 AH6255
 AH6255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6255!SPC LA S     -   1.00000358  x   0.99995397  =   0.99995755
 AH6255!UTM  15      -   1.00000358  x   1.00022185  =   1.00022543
 AH6255
 AH6255:                Primary Azimuth Mark                     Grid Az
 AH6255:SPC LA S     -  W 221                                    346 54 53.8
 AH6255:UTM  15      -  W 221                                    346 05 46.5
 AH6255
 AH6255|---------------------------------------------------------------------|
 AH6255| PID    Reference Object                     Distance      Geod. Az  |
 AH6255|                                                           dddmmss.s |
 AH6255| AU1496 W 221                               470.191 METERS 3471424.9 |
 AH6255|---------------------------------------------------------------------|
 AH6255
 AH6255                          SUPERSEDED SURVEY CONTROL
 AH6255
 AH6255  ELLIP H (12/17/98)  -22.78   (m)                       GP(       ) 4 2
 AH6255
 AH6255.Superseded values are not recommended for survey control.
 AH6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6255.See file dsdata.txt to determine how the superseded data were derived.
 AH6255
 AH6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2448873259(NAD 83)
 AH6255_MARKER: DD = SURVEY DISK
 AH6255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6255_STAMPING: GCB 02
 AH6255_MARK LOGO: LA-109
 AH6255_PROJECTION: FLUSH
 AH6255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6255+STABILITY: SURFACE MOTION
 AH6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6255+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6255
 AH6255  HISTORY     - Date     Condition        Report By
 AH6255  HISTORY     - 1995     MONUMENTED       MPHI
 AH6255
 AH6255                          STATION DESCRIPTION
 AH6255
 AH6255'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6255'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6255'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6255'57 AND TRAVEL SOUTH FOR 2.55 MI (4.10 KM) TO THE STATION ON THE RIGHT.
 AH6255'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 29.0 FT (8.8
 AH6255'M) WEST OF THE CENTERLINE OF HWY 57, +/- 115 FT (35.1 M) NORTHWEST
 AH6255'FROM THE 30 INCH METAL UTILITY POLE, 84.3 FT (25.7 M) NORTH OF THE
 AH6255'POWER POLE WITH A LIGHT, 66.0 FT (20.1 M) NORTH FROM THE CENTERLINE OF
 AH6255'PICONE ROAD, 37.0 FT (11.3 M) NORTHEAST FROM THE PIPELINE VENT, AND
 AH6255'153.10 FT (46.66 M) NORTHEAST FROM THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6258 ***********************************************************************
 AH6258  DESIGNATION -  GCB 03
 AH6258  PID         -  AH6258
 AH6258  STATE/COUNTY-  LA/TERREBONNE
 AH6258  USGS QUAD   -  HOUMA (1980)
 AH6258
 AH6258                         *CURRENT SURVEY CONTROL
 AH6258  ___________________________________________________________________
 AH6258* NAD 83(1992)-  29 33 43.48850(N)    090 40 53.97943(W)     ADJUSTED  
 AH6258* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6258  **This station is located in a subsidence area (see below).
 AH6258  ___________________________________________________________________
 AH6258  X           -     -66,055.984 (meters)                     COMP
 AH6258  Y           -  -5,551,954.391 (meters)                     COMP
 AH6258  Z           -   3,128,230.769 (meters)                     COMP
 AH6258  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6258  ELLIP HEIGHT-         -22.82  (meters)          (02/21/02) GPS OBS
 AH6258  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AH6258
 AH6258  HORZ ORDER  -  FIRST
 AH6258  ELLP ORDER  -  FIFTH     CLASS I
 AH6258
 AH6258.The horizontal coordinates were established by GPS observations
 AH6258.and adjusted by the National Geodetic Survey in December 1998..
 AH6258
 AH6258 ** The orthometric height has not been validated since last determined
 AH6258 ** by differential leveling and should not be used for control purposes.
 AH6258 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6258 ** area with valid NAVD 88 orthometric heights.
 AH6258 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6258 ** epoch indicated which incorporates improved geoid heights for the
 AH6258 ** Southern Louisiana Subsidence area.
 AH6258 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6258.The orthometric height was determined by GPS observations and a
 AH6258.high-resolution geoid model.
 AH6258
 AH6258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6258
 AH6258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6258
 AH6258.The ellipsoidal height was determined by GPS observations
 AH6258.and is referenced to NAD 83.
 AH6258
 AH6258.The geoid height was determined by GEOID03.
 AH6258
 AH6258;                    North         East     Units Scale Factor Converg.
 AH6258;SPC LA S     -   117,906.235 1,063,148.483   MT  0.99995487   +0 19 33.0
 AH6258;SPC LA S     -   386,830.71  3,488,012.98   sFT  0.99995487   +0 19 33.0
 AH6258;UTM  15      - 3,272,504.559   724,605.304   MT  1.00022250   +1 08 39.4
 AH6258
 AH6258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6258!SPC LA S     -   1.00000358  x   0.99995487  =   0.99995845
 AH6258!UTM  15      -   1.00000358  x   1.00022250  =   1.00022608
 AH6258
 AH6258:                Primary Azimuth Mark                     Grid Az
 AH6258:SPC LA S     -  GCB 02                                   351 57 41.9
 AH6258:UTM  15      -  GCB 02                                   351 08 35.5
 AH6258
 AH6258|---------------------------------------------------------------------|
 AH6258| PID    Reference Object                     Distance      Geod. Az  |
 AH6258|                                                           dddmmss.s |
 AH6258| AH6255 GCB 02                              APPROX. 0.8 KM 3521714.9 |
 AH6258|---------------------------------------------------------------------|
 AH6258
 AH6258                          SUPERSEDED SURVEY CONTROL
 AH6258
 AH6258  ELLIP H (12/17/98)  -22.77   (m)                       GP(       ) 4 2
 AH6258
 AH6258.Superseded values are not recommended for survey control.
 AH6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6258.See file dsdata.txt to determine how the superseded data were derived.
 AH6258
 AH6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2460572505(NAD 83)
 AH6258_MARKER: DD = SURVEY DISK
 AH6258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6258_STAMPING: GCB 03
 AH6258_MARK LOGO: LA-109
 AH6258_PROJECTION: FLUSH
 AH6258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6258+STABILITY: SURFACE MOTION
 AH6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6258+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6258
 AH6258  HISTORY     - Date     Condition        Report By
 AH6258  HISTORY     - 1995     MONUMENTED       MPHI
 AH6258
 AH6258                          STATION DESCRIPTION
 AH6258
 AH6258'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6258'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6258'24 FOR 1.1 MI (1.8 KM) TO JUNCTION WITH HWY 57.  TURN RIGHT  ON HWY 57
 AH6258'AND TRAVEL SOUTH FOR 3.05 MI (4.91 KM) TO THE STATION ON THE RIGHT.
 AH6258'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 68.10 FT
 AH6258'(20.76 M) SOUTHWEST FROM THE CENTERLINE OF HWY 57, 37.5 FT (11.4 M)
 AH6258'NORTHWEST FROM THE FIRE HYDRANT, 128.20 FT (39.08 M) NORTHWEST FROM
 AH6258'THE TELEPHONE PED., 99.30 FT (30.27 M) FROM THE SOUTHEAST CORNER OF
 AH6258'THE TERREBONNE PARISH RECEIVING DEPARTMENT, 3-TRANSFORMERS AND
 AH6258'1-LIGHT, AND 44.9 FT (13.7 M) SOUTHWEST FROM THE POWER POLE WITH A
 AH6258'LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6263 ***********************************************************************
 AH6263  DESIGNATION -  GCB 04
 AH6263  PID         -  AH6263
 AH6263  STATE/COUNTY-  LA/TERREBONNE
 AH6263  USGS QUAD   -  HOUMA (1980)
 AH6263
 AH6263                         *CURRENT SURVEY CONTROL
 AH6263  ___________________________________________________________________
 AH6263* NAD 83(1992)-  29 32 52.73372(N)    090 40 44.79275(W)     ADJUSTED  
 AH6263* NAVD 88     -         2.3  **(meters)       8.   **(feet)  GPS OBS   
 AH6263  **This station is located in a subsidence area (see below).
 AH6263  ___________________________________________________________________
 AH6263  X           -     -65,817.844 (meters)                     COMP
 AH6263  Y           -  -5,552,727.983 (meters)                     COMP
 AH6263  Z           -   3,126,871.289 (meters)                     COMP
 AH6263  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6263  ELLIP HEIGHT-         -22.97  (meters)          (02/21/02) GPS OBS
 AH6263  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH6263
 AH6263  HORZ ORDER  -  FIRST
 AH6263  ELLP ORDER  -  FIFTH     CLASS I
 AH6263
 AH6263.The horizontal coordinates were established by GPS observations
 AH6263.and adjusted by the National Geodetic Survey in December 1998..
 AH6263
 AH6263 ** The orthometric height has not been validated since last determined
 AH6263 ** by differential leveling and should not be used for control purposes.
 AH6263 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6263 ** area with valid NAVD 88 orthometric heights.
 AH6263 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6263 ** epoch indicated which incorporates improved geoid heights for the
 AH6263 ** Southern Louisiana Subsidence area.
 AH6263 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6263.The orthometric height was determined by GPS observations and a
 AH6263.high-resolution geoid model.
 AH6263
 AH6263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6263
 AH6263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6263
 AH6263.The ellipsoidal height was determined by GPS observations
 AH6263.and is referenced to NAD 83.
 AH6263
 AH6263.The geoid height was determined by GEOID03.
 AH6263
 AH6263;                    North         East     Units Scale Factor Converg.
 AH6263;SPC LA S     -   116,344.985 1,063,404.682   MT  0.99995677   +0 19 37.6
 AH6263;SPC LA S     -   381,708.50  3,488,853.53   sFT  0.99995677   +0 19 37.6
 AH6263;UTM  15      - 3,270,946.710   724,883.845   MT  1.00022405   +1 08 42.1
 AH6263
 AH6263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6263!SPC LA S     -   1.00000361  x   0.99995677  =   0.99996038
 AH6263!UTM  15      -   1.00000361  x   1.00022405  =   1.00022766
 AH6263
 AH6263:                Primary Azimuth Mark                     Grid Az
 AH6263:SPC LA S     -  GCB 03                                   350 40 51.2
 AH6263:UTM  15      -  GCB 03                                   349 51 46.7
 AH6263
 AH6263|---------------------------------------------------------------------|
 AH6263| PID    Reference Object                     Distance      Geod. Az  |
 AH6263|                                                           dddmmss.s |
 AH6263| AH6258 GCB 03                              APPROX. 1.6 KM 3510028.8 |
 AH6263|---------------------------------------------------------------------|
 AH6263
 AH6263                          SUPERSEDED SURVEY CONTROL
 AH6263
 AH6263  ELLIP H (12/17/98)  -22.93   (m)                       GP(       ) 4 2
 AH6263
 AH6263.Superseded values are not recommended for survey control.
 AH6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6263.See file dsdata.txt to determine how the superseded data were derived.
 AH6263
 AH6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2488470947(NAD 83)
 AH6263_MARKER: DD = SURVEY DISK
 AH6263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6263_STAMPING: GCB 04
 AH6263_MARK LOGO: LA-109
 AH6263_PROJECTION: FLUSH
 AH6263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6263+STABILITY: SURFACE MOTION
 AH6263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6263+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6263
 AH6263  HISTORY     - Date     Condition        Report By
 AH6263  HISTORY     - 1995     MONUMENTED       MPHI
 AH6263
 AH6263                          STATION DESCRIPTION
 AH6263
 AH6263'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6263'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6263'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6263'57 AND TRAVEL SOUTH FOR 4.03 MI (6.49 KM) TO THE STATION ON THE RIGHT.
 AH6263'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 34.50 FT
 AH6263'(10.52 M) SOUTHWEST FROM THE CENTERLINE OF HWY 57, 35.25 FT (10.74 M)
 AH6263'NORTH FROM THE POWER POLE WITH A LIGHT AND TRANSFORMER, 64.8 FT (19.8
 AH6263'M) SOUTHEAST FROM THE POWER POLE (JET. POLE), 21.4 FT (6.5 M)
 AH6263'SOUTHEAST FROM THE FIRE HYDRANT, 71.0 FT (21.6 M) SOUTHEAST FROM THE
 AH6263'CENTERLINE OF SHAFFER ROAD, 17.0 FT (5.2 M) SOUTHWEST FROM THE SOUTH
 AH6263'CENTRAL BELL MANHOLE COVER, AND 11.0 FT (3.4 M) SOUTHWEST FROM THE
 AH6263'SOUTH CENTRAL BELL MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6266 ***********************************************************************
 AH6266  DESIGNATION -  GCB 05
 AH6266  PID         -  AH6266
 AH6266  STATE/COUNTY-  LA/TERREBONNE
 AH6266  USGS QUAD   -  HOUMA (1980)
 AH6266
 AH6266                         *CURRENT SURVEY CONTROL
 AH6266  ___________________________________________________________________
 AH6266* NAD 83(1992)-  29 32 26.17577(N)    090 40 39.34407(W)     ADJUSTED  
 AH6266* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6266  **This station is located in a subsidence area (see below).
 AH6266  ___________________________________________________________________
 AH6266  X           -     -65,675.920 (meters)                     COMP
 AH6266  Y           -  -5,553,131.924 (meters)                     COMP
 AH6266  Z           -   3,126,159.334 (meters)                     COMP
 AH6266  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6266  ELLIP HEIGHT-         -24.10  (meters)          (02/21/02) GPS OBS
 AH6266  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AH6266
 AH6266  HORZ ORDER  -  FIRST
 AH6266  ELLP ORDER  -  FIFTH     CLASS I
 AH6266
 AH6266.The horizontal coordinates were established by GPS observations
 AH6266.and adjusted by the National Geodetic Survey in December 1998..
 AH6266
 AH6266 ** The orthometric height has not been validated since last determined
 AH6266 ** by differential leveling and should not be used for control purposes.
 AH6266 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6266 ** area with valid NAVD 88 orthometric heights.
 AH6266 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6266 ** epoch indicated which incorporates improved geoid heights for the
 AH6266 ** Southern Louisiana Subsidence area.
 AH6266 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6266.The orthometric height was determined by GPS observations and a
 AH6266.high-resolution geoid model.
 AH6266
 AH6266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6266
 AH6266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6266
 AH6266.The ellipsoidal height was determined by GPS observations
 AH6266.and is referenced to NAD 83.
 AH6266
 AH6266.The geoid height was determined by GEOID03.
 AH6266
 AH6266;                    North         East     Units Scale Factor Converg.
 AH6266;SPC LA S     -   115,528.147 1,063,556.044   MT  0.99995779   +0 19 40.4
 AH6266;SPC LA S     -   379,028.60  3,489,350.12   sFT  0.99995779   +0 19 40.4
 AH6266;UTM  15      - 3,270,131.898   725,046.894   MT  1.00022496   +1 08 43.9
 AH6266
 AH6266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6266!SPC LA S     -   1.00000379  x   0.99995779  =   0.99996157
 AH6266!UTM  15      -   1.00000379  x   1.00022496  =   1.00022875
 AH6266
 AH6266:                Primary Azimuth Mark                     Grid Az
 AH6266:SPC LA S     -  GCB 04                                   349 30 07.3
 AH6266:UTM  15      -  GCB 04                                   348 41 03.8
 AH6266
 AH6266|---------------------------------------------------------------------|
 AH6266| PID    Reference Object                     Distance      Geod. Az  |
 AH6266|                                                           dddmmss.s |
 AH6266| AH6263 GCB 04                              APPROX. 0.8 KM 3494947.7 |
 AH6266|---------------------------------------------------------------------|
 AH6266
 AH6266                          SUPERSEDED SURVEY CONTROL
 AH6266
 AH6266  ELLIP H (12/17/98)  -24.06   (m)                       GP(       ) 4 2
 AH6266
 AH6266.Superseded values are not recommended for survey control.
 AH6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6266.See file dsdata.txt to determine how the superseded data were derived.
 AH6266
 AH6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2504770132(NAD 83)
 AH6266_MARKER: DD = SURVEY DISK
 AH6266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6266_STAMPING: GCB 05
 AH6266_MARK LOGO: LA-109
 AH6266_PROJECTION: FLUSH
 AH6266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6266+STABILITY: SURFACE MOTION
 AH6266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6266+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6266
 AH6266  HISTORY     - Date     Condition        Report By
 AH6266  HISTORY     - 1995     MONUMENTED       MPHI
 AH6266
 AH6266                          STATION DESCRIPTION
 AH6266
 AH6266'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6266'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6266'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6266'57 AND TRAVEL SOUTH FOR 4.60 MI (7.40 KM) TO THE STATION ON THE LEFT.
 AH6266'THE STATION IS A 2INCH DISK IN CONCRETE. THE STATION IS 40.4 FT (12.3
 AH6266'M) EAST FROM THE CENTERLINE OF HWY 57, 12.4 FT (3.8 M) SOUTHWEST FROM
 AH6266'THE 2 1/2 FT BLOCK WALL,71.0 FT (21.6 M) NORTHWEST FROM THE 30 INCH
 AH6266'METAL UTILITY POLE, 84.0 FT (25.6 M) NORTHEAST FROM THE POWER POLE ON
 AH6266'THE WEST SIDE OF THE ROAD, AND 61.0 FT (18.6 M) NORTH FROM THE BOX
 AH6266'CULVERT CROSSING THE HWY (CENTERLINE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6270 ***********************************************************************
 AH6270  DESIGNATION -  GCB 06
 AH6270  PID         -  AH6270
 AH6270  STATE/COUNTY-  LA/TERREBONNE
 AH6270  USGS QUAD   -  HOUMA (1980)
 AH6270
 AH6270                         *CURRENT SURVEY CONTROL
 AH6270  ___________________________________________________________________
 AH6270* NAD 83(1992)-  29 32 01.61714(N)    090 40 34.03183(W)     ADJUSTED  
 AH6270* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6270  **This station is located in a subsidence area (see below).
 AH6270  ___________________________________________________________________
 AH6270  X           -     -65,537.307 (meters)                     COMP
 AH6270  Y           -  -5,553,506.854 (meters)                     COMP
 AH6270  Z           -   3,125,501.722 (meters)                     COMP
 AH6270  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6270  ELLIP HEIGHT-         -23.54  (meters)          (02/21/02) GPS OBS
 AH6270  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AH6270
 AH6270  HORZ ORDER  -  FIRST
 AH6270  ELLP ORDER  -  FIFTH     CLASS I
 AH6270
 AH6270.The horizontal coordinates were established by GPS observations
 AH6270.and adjusted by the National Geodetic Survey in December 1998..
 AH6270
 AH6270 ** The orthometric height has not been validated since last determined
 AH6270 ** by differential leveling and should not be used for control purposes.
 AH6270 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6270 ** area with valid NAVD 88 orthometric heights.
 AH6270 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6270 ** epoch indicated which incorporates improved geoid heights for the
 AH6270 ** Southern Louisiana Subsidence area.
 AH6270 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6270.The orthometric height was determined by GPS observations and a
 AH6270.high-resolution geoid model.
 AH6270
 AH6270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6270
 AH6270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6270
 AH6270.The ellipsoidal height was determined by GPS observations
 AH6270.and is referenced to NAD 83.
 AH6270
 AH6270.The geoid height was determined by GEOID03.
 AH6270
 AH6270;                    North         East     Units Scale Factor Converg.
 AH6270;SPC LA S     -   114,772.845 1,063,703.401   MT  0.99995875   +0 19 43.0
 AH6270;SPC LA S     -   376,550.58  3,489,833.57   sFT  0.99995875   +0 19 43.0
 AH6270;UTM  15      - 3,269,378.575   725,205.054   MT  1.00022583   +1 08 45.6
 AH6270
 AH6270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6270!SPC LA S     -   1.00000370  x   0.99995875  =   0.99996245
 AH6270!UTM  15      -   1.00000370  x   1.00022583  =   1.00022953
 AH6270
 AH6270:                Primary Azimuth Mark                     Grid Az
 AH6270:SPC LA S     -  GCB 05                                   348 57 37.6
 AH6270:UTM  15      -  GCB 05                                   348 08 35.0
 AH6270
 AH6270|---------------------------------------------------------------------|
 AH6270| PID    Reference Object                     Distance      Geod. Az  |
 AH6270|                                                           dddmmss.s |
 AH6270| AH6266 GCB 05                              APPROX. 0.8 KM 3491720.6 |
 AH6270|---------------------------------------------------------------------|
 AH6270
 AH6270                          SUPERSEDED SURVEY CONTROL
 AH6270
 AH6270  ELLIP H (12/17/98)  -23.49   (m)                       GP(       ) 4 2
 AH6270
 AH6270.Superseded values are not recommended for survey control.
 AH6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6270.See file dsdata.txt to determine how the superseded data were derived.
 AH6270
 AH6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2520569379(NAD 83)
 AH6270_MARKER: DD = SURVEY DISK
 AH6270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6270_STAMPING: GCB 06
 AH6270_MARK LOGO: LA-109
 AH6270_PROJECTION: FLUSH
 AH6270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6270+STABILITY: SURFACE MOTION
 AH6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6270+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6270
 AH6270  HISTORY     - Date     Condition        Report By
 AH6270  HISTORY     - 1995     MONUMENTED       MPHI
 AH6270
 AH6270                          STATION DESCRIPTION
 AH6270
 AH6270'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6270'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6270'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6270'57 AND TRAVEL SOUTH FOR 5.05 MI (8.13 KM) TO THE JUNCTION WITH
 AH6270'AMERICAN BLVD. THE STATION IS ON THE LEFT. THE STATION IS A 2 INCH
 AH6270'DISK IN CONCRETE. THE STATION IS 48.5 FT (14.8 M) NORTHEAST FROM THE
 AH6270'CENTERLINE OF HWY 57, 131.5 FT (40.1 M) SOUTHEAST FROM THE 30 INCH
 AH6270'METAL UTILITY POLE, 68.80 FT (20.97 M) SOUTHWEST FROM THE FIRE
 AH6270'HYDRANT, 23.6 FT (7.2 M) SOUTHEAST FROM THE NORTH LANE OF AMERICAN
 AH6270'BLVD., 30.80 FT (9.39 M) SOUTHWEST FROM THE LIGHT POLE, 63.6 FT (19.4
 AH6270'M) NORTHWEST FROM THE SOUTH COAST GAS VALVE, AND 21.10 FT (6.43 M)
 AH6270'NORTHWEST FROM THE SOUTH LANE OF AMERICAN BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6269 ***********************************************************************
 AH6269  DESIGNATION -  GCB 07
 AH6269  PID         -  AH6269
 AH6269  STATE/COUNTY-  LA/TERREBONNE
 AH6269  USGS QUAD   -  HOUMA (1980)
 AH6269
 AH6269                         *CURRENT SURVEY CONTROL
 AH6269  ___________________________________________________________________
 AH6269* NAD 83(1992)-  29 31 38.24361(N)    090 40 28.57064(W)     ADJUSTED  
 AH6269* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6269  **This station is located in a subsidence area (see below).
 AH6269  ___________________________________________________________________
 AH6269  X           -     -65,394.442 (meters)                     COMP
 AH6269  Y           -  -5,553,863.019 (meters)                     COMP
 AH6269  Z           -   3,124,875.392 (meters)                     COMP
 AH6269  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6269  ELLIP HEIGHT-         -23.84  (meters)          (02/21/02) GPS OBS
 AH6269  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH6269
 AH6269  HORZ ORDER  -  FIRST
 AH6269  ELLP ORDER  -  FIFTH     CLASS I
 AH6269
 AH6269.The horizontal coordinates were established by GPS observations
 AH6269.and adjusted by the National Geodetic Survey in December 1998..
 AH6269
 AH6269 ** The orthometric height has not been validated since last determined
 AH6269 ** by differential leveling and should not be used for control purposes.
 AH6269 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6269 ** area with valid NAVD 88 orthometric heights.
 AH6269 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6269 ** epoch indicated which incorporates improved geoid heights for the
 AH6269 ** Southern Louisiana Subsidence area.
 AH6269 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6269.The orthometric height was determined by GPS observations and a
 AH6269.high-resolution geoid model.
 AH6269
 AH6269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6269
 AH6269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6269
 AH6269.The ellipsoidal height was determined by GPS observations
 AH6269.and is referenced to NAD 83.
 AH6269
 AH6269.The geoid height was determined by GEOID03.
 AH6269
 AH6269;                    North         East     Units Scale Factor Converg.
 AH6269;SPC LA S     -   114,054.056 1,063,854.578   MT  0.99995967   +0 19 45.7
 AH6269;SPC LA S     -   374,192.35  3,490,329.56   sFT  0.99995967   +0 19 45.7
 AH6269;UTM  15      - 3,268,661.824   725,366.512   MT  1.00022673   +1 08 47.5
 AH6269
 AH6269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6269!SPC LA S     -   1.00000374  x   0.99995967  =   0.99996341
 AH6269!UTM  15      -   1.00000374  x   1.00022673  =   1.00023048
 AH6269
 AH6269:                Primary Azimuth Mark                     Grid Az
 AH6269:SPC LA S     -  ASHLAND AZ MK                            185 00 55.9
 AH6269:UTM  15      -  ASHLAND AZ MK                            184 11 54.1
 AH6269
 AH6269|---------------------------------------------------------------------|
 AH6269| PID    Reference Object                     Distance      Geod. Az  |
 AH6269|                                                           dddmmss.s |
 AH6269| AU3504 ASHLAND AZ MK                       APPROX. 0.6 KM 1852041.6 |
 AH6269| AH6270 GCB 06                              APPROX. 0.7 KM 3482706.9 |
 AH6269|---------------------------------------------------------------------|
 AH6269
 AH6269                          SUPERSEDED SURVEY CONTROL
 AH6269
 AH6269  ELLIP H (12/17/98)  -23.80   (m)                       GP(       ) 4 2
 AH6269
 AH6269.Superseded values are not recommended for survey control.
 AH6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6269.See file dsdata.txt to determine how the superseded data were derived.
 AH6269
 AH6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2536768662(NAD 83)
 AH6269_MARKER: DD = SURVEY DISK
 AH6269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6269_STAMPING: GCB 07
 AH6269_MARK LOGO: LA-109
 AH6269_PROJECTION: FLUSH
 AH6269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6269+STABILITY: SURFACE MOTION
 AH6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6269+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6269
 AH6269  HISTORY     - Date     Condition        Report By
 AH6269  HISTORY     - 1995     MONUMENTED       MPHI
 AH6269
 AH6269                          STATION DESCRIPTION
 AH6269
 AH6269'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6269'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6269'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6269'57 AND TRAVEL SOUTH FOR 5.57 MI (8.96 KM) TO THE STATION ON THE LEFT.
 AH6269'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 20.2 FT (6.2
 AH6269'M) EAST FROM THE CENTERLINE OF HWY 57, 192.8 FT (58.8 M) SOUTH FROM
 AH6269'THE CENTERLINE OF THE SOUTH DRIVEWAY FOR AAA BONDING SERVICE (3611),
 AH6269'110.7 FT (33.7 M) SOUTH FROM THE TELEPHONE BOX, 53.8 FT (16.4 M)
 AH6269'SOUTHWEST FROM THE POWER POLE WITH TRANSFORMER, 183.3 FT (55.9 M)
 AH6269'NORTH FROM THE POWER POLE WITH TRANSFORMER AND LIGHT, AND 104.3 FT
 AH6269'(31.8 M) NORTH FROM THE CENTERLINE OF THE DRIVEWAY (3619).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6275 ***********************************************************************
 AH6275  DESIGNATION -  GCB 08
 AH6275  PID         -  AH6275
 AH6275  STATE/COUNTY-  LA/TERREBONNE
 AH6275  USGS QUAD   -  HOUMA (1980)
 AH6275
 AH6275                         *CURRENT SURVEY CONTROL
 AH6275  ___________________________________________________________________
 AH6275* NAD 83(1992)-  29 30 05.38331(N)    090 40 39.08072(W)     ADJUSTED  
 AH6275* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6275  **This station is located in a subsidence area (see below).
 AH6275  ___________________________________________________________________
 AH6275  X           -     -65,694.096 (meters)                     COMP
 AH6275  Y           -  -5,555,268.544 (meters)                     COMP
 AH6275  Z           -   3,122,387.491 (meters)                     COMP
 AH6275  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6275  ELLIP HEIGHT-         -23.36  (meters)          (02/21/02) GPS OBS
 AH6275  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AH6275
 AH6275  HORZ ORDER  -  FIRST
 AH6275  ELLP ORDER  -  FIFTH     CLASS I
 AH6275
 AH6275.The horizontal coordinates were established by GPS observations
 AH6275.and adjusted by the National Geodetic Survey in December 1998..
 AH6275
 AH6275 ** The orthometric height has not been validated since last determined
 AH6275 ** by differential leveling and should not be used for control purposes.
 AH6275 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6275 ** area with valid NAVD 88 orthometric heights.
 AH6275 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6275 ** epoch indicated which incorporates improved geoid heights for the
 AH6275 ** Southern Louisiana Subsidence area.
 AH6275 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6275.The orthometric height was determined by GPS observations and a
 AH6275.high-resolution geoid model.
 AH6275
 AH6275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6275
 AH6275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6275
 AH6275.The ellipsoidal height was determined by GPS observations
 AH6275.and is referenced to NAD 83.
 AH6275
 AH6275.The geoid height was determined by GEOID03.
 AH6275
 AH6275;                    North         East     Units Scale Factor Converg.
 AH6275;SPC LA S     -   111,193.413 1,063,587.943   MT  0.99996346   +0 19 40.5
 AH6275;SPC LA S     -   364,807.06  3,489,454.78   sFT  0.99996346   +0 19 40.5
 AH6275;UTM  15      - 3,265,796.913   725,140.619   MT  1.00022548   +1 08 39.0
 AH6275
 AH6275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6275!SPC LA S     -   1.00000367  x   0.99996346  =   0.99996713
 AH6275!UTM  15      -   1.00000367  x   1.00022548  =   1.00022915
 AH6275
 AH6275:                Primary Azimuth Mark                     Grid Az
 AH6275:SPC LA S     -  GCB 09                                   235 35 08.3
 AH6275:UTM  15      -  GCB 09                                   234 46 09.8
 AH6275
 AH6275|---------------------------------------------------------------------|
 AH6275| PID    Reference Object                     Distance      Geod. Az  |
 AH6275|                                                           dddmmss.s |
 AH6275| AH6279 GCB 09                              APPROX. 0.8 KM 2355448.8 |
 AH6275|---------------------------------------------------------------------|
 AH6275
 AH6275                          SUPERSEDED SURVEY CONTROL
 AH6275
 AH6275  ELLIP H (12/17/98)  -23.34   (m)                       GP(       ) 4 2
 AH6275
 AH6275.Superseded values are not recommended for survey control.
 AH6275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6275.See file dsdata.txt to determine how the superseded data were derived.
 AH6275
 AH6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2514165797(NAD 83)
 AH6275_MARKER: DD = SURVEY DISK
 AH6275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6275_STAMPING: GCB 08
 AH6275_MARK LOGO: LA-109
 AH6275_PROJECTION: FLUSH
 AH6275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6275+STABILITY: SURFACE MOTION
 AH6275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6275+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6275
 AH6275  HISTORY     - Date     Condition        Report By
 AH6275  HISTORY     - 1995     MONUMENTED       MPHI
 AH6275
 AH6275                          STATION DESCRIPTION
 AH6275
 AH6275'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6275'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6275'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6275'57 AND TRAVEL SOUTH FOR 7.3 MI (11.7 KM) TO THE STATION ON THE LEFT.
 AH6275'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 21.7 FT (6.6
 AH6275'M) SOUTHEAST FROM THE CENTERLINE OF HWY 57, 67.2 FT (20.5 M) SOUTHWEST
 AH6275'FROM THE POWER POLE WITH TRANSFORMER (4 ANCHOR LINES), 105.3 FT (32.1
 AH6275'M) NORTHWEST FROM THE SOUTHWEST CORNER OF W/F BLDG ON CINDAR BLOCKS,
 AH6275'107.4 FT (32.7 M) NORTH FROM THE POWER POLE WITH A LIGHT AND
 AH6275'TRANSFORMER, 65.3 FT (19.9 M) SOUTHEAST FROM THE POWER POLE WITH A
 AH6275'LIGHT ON THE BAYOU SIDE, AND 66.2 FT (20.2 M) SOUTHWEST FROM THE
 AH6275'CENTERLINE OF THE BOX CULVERT CROSSING HWY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6279 ***********************************************************************
 AH6279  DESIGNATION -  GCB 09
 AH6279  PID         -  AH6279
 AH6279  STATE/COUNTY-  LA/TERREBONNE
 AH6279  USGS QUAD   -  DULAC (1994)
 AH6279
 AH6279                         *CURRENT SURVEY CONTROL
 AH6279  ___________________________________________________________________
 AH6279* NAD 83(1992)-  29 29 50.28892(N)    090 41 04.57695(W)     ADJUSTED  
 AH6279* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6279  **This station is located in a subsidence area (see below).
 AH6279  ___________________________________________________________________
 AH6279  X           -     -66,383.501 (meters)                     COMP
 AH6279  Y           -  -5,555,488.303 (meters)                     COMP
 AH6279  Z           -   3,121,982.470 (meters)                     COMP
 AH6279  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6279  ELLIP HEIGHT-         -24.41  (meters)          (02/21/02) GPS OBS
 AH6279  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AH6279
 AH6279  HORZ ORDER  -  FIRST
 AH6279  ELLP ORDER  -  FIFTH     CLASS I
 AH6279
 AH6279.The horizontal coordinates were established by GPS observations
 AH6279.and adjusted by the National Geodetic Survey in December 1998..
 AH6279
 AH6279 ** The orthometric height has not been validated since last determined
 AH6279 ** by differential leveling and should not be used for control purposes.
 AH6279 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6279 ** area with valid NAVD 88 orthometric heights.
 AH6279 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6279 ** epoch indicated which incorporates improved geoid heights for the
 AH6279 ** Southern Louisiana Subsidence area.
 AH6279 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6279.The orthometric height was determined by GPS observations and a
 AH6279.high-resolution geoid model.
 AH6279
 AH6279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6279
 AH6279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6279
 AH6279.The ellipsoidal height was determined by GPS observations
 AH6279.and is referenced to NAD 83.
 AH6279
 AH6279.The geoid height was determined by GEOID03.
 AH6279
 AH6279;                    North         East     Units Scale Factor Converg.
 AH6279;SPC LA S     -   110,724.772 1,062,903.878   MT  0.99996410   +0 19 27.7
 AH6279;SPC LA S     -   363,269.52  3,487,210.47   sFT  0.99996410   +0 19 27.7
 AH6279;UTM  15      - 3,265,318.450   724,463.123   MT  1.00022172   +1 08 25.9
 AH6279
 AH6279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6279!SPC LA S     -   1.00000383  x   0.99996410  =   0.99996793
 AH6279!UTM  15      -   1.00000383  x   1.00022172  =   1.00022555
 AH6279
 AH6279:                Primary Azimuth Mark                     Grid Az
 AH6279:SPC LA S     -  GCB 08                                   055 35 08.5
 AH6279:UTM  15      -  GCB 08                                   054 46 10.3
 AH6279
 AH6279|---------------------------------------------------------------------|
 AH6279| PID    Reference Object                     Distance      Geod. Az  |
 AH6279|                                                           dddmmss.s |
 AH6279| AH6275 GCB 08                              APPROX. 0.8 KM 0555436.2 |
 AH6279|---------------------------------------------------------------------|
 AH6279
 AH6279                          SUPERSEDED SURVEY CONTROL
 AH6279
 AH6279  ELLIP H (12/17/98)  -24.39   (m)                       GP(       ) 4 2
 AH6279
 AH6279.Superseded values are not recommended for survey control.
 AH6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6279.See file dsdata.txt to determine how the superseded data were derived.
 AH6279
 AH6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2446365318(NAD 83)
 AH6279_MARKER: DD = SURVEY DISK
 AH6279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6279_STAMPING: GCB 09
 AH6279_MARK LOGO: LA-109
 AH6279_PROJECTION: FLUSH
 AH6279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6279+STABILITY: SURFACE MOTION
 AH6279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6279+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6279
 AH6279  HISTORY     - Date     Condition        Report By
 AH6279  HISTORY     - 1995     MONUMENTED       MPHI
 AH6279
 AH6279                          STATION DESCRIPTION
 AH6279
 AH6279'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6279'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6279'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6279'57 AND TRAVEL SOUTH FOR 7.85 MI (12.63 KM) TO THE STATION ON THE LEFT.
 AH6279'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 28.6 FT (8.7
 AH6279'M) SOUTHEAST FROM THE CENTERLINE OF HWY 57, 57.6 FT (17.6 M) SOUTHWEST
 AH6279'FROM THE CENTERLINE OF THE DRIVEWAY, 129.0 FT (39.3 M) WEST FROM THE
 AH6279'POWER POLE WITH LIGHT, 180.5 FT (55.0 M) NORTHEAST FROM THE POWER
 AH6279'POLE, AND 93.0 FT (28.3 M) EAST FROM THE CENTERLINE OF THE BOX CULVERT
 AH6279'CROSSING HWY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6281 ***********************************************************************
 AH6281  DESIGNATION -  GCB 10
 AH6281  PID         -  AH6281
 AH6281  STATE/COUNTY-  LA/TERREBONNE
 AH6281  USGS QUAD   -  DULAC (1994)
 AH6281
 AH6281                         *CURRENT SURVEY CONTROL
 AH6281  ___________________________________________________________________
 AH6281* NAD 83(1992)-  29 28 58.11216(N)    090 41 56.06942(W)     ADJUSTED  
 AH6281* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6281  **This station is located in a subsidence area (see below).
 AH6281  ___________________________________________________________________
 AH6281  X           -     -67,780.042 (meters)                     COMP
 AH6281  Y           -  -5,556,263.178 (meters)                     COMP
 AH6281  Z           -   3,120,584.566 (meters)                     COMP
 AH6281  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6281  ELLIP HEIGHT-         -23.45  (meters)          (02/21/02) GPS OBS
 AH6281  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AH6281
 AH6281  HORZ ORDER  -  FIRST
 AH6281  ELLP ORDER  -  FIFTH     CLASS I
 AH6281
 AH6281.The horizontal coordinates were established by GPS observations
 AH6281.and adjusted by the National Geodetic Survey in December 1998..
 AH6281
 AH6281 ** The orthometric height has not been validated since last determined
 AH6281 ** by differential leveling and should not be used for control purposes.
 AH6281 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6281 ** area with valid NAVD 88 orthometric heights.
 AH6281 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6281 ** epoch indicated which incorporates improved geoid heights for the
 AH6281 ** Southern Louisiana Subsidence area.
 AH6281 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6281.The orthometric height was determined by GPS observations and a
 AH6281.high-resolution geoid model.
 AH6281
 AH6281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6281
 AH6281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6281
 AH6281.The ellipsoidal height was determined by GPS observations
 AH6281.and is referenced to NAD 83.
 AH6281
 AH6281.The geoid height was determined by GEOID03.
 AH6281
 AH6281;                    North         East     Units Scale Factor Converg.
 AH6281;SPC LA S     -   109,110.566 1,061,525.853   MT  0.99996634   +0 19 02.0
 AH6281;SPC LA S     -   357,973.58  3,482,689.40   sFT  0.99996634   +0 19 02.0
 AH6281;UTM  15      - 3,263,684.371   723,107.883   MT  1.00021424   +1 07 58.7
 AH6281
 AH6281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6281!SPC LA S     -   1.00000368  x   0.99996634  =   0.99997002
 AH6281!UTM  15      -   1.00000368  x   1.00021424  =   1.00021792
 AH6281
 AH6281:                Primary Azimuth Mark                     Grid Az
 AH6281:SPC LA S     -  GCB 11                                   193 02 17.2
 AH6281:UTM  15      -  GCB 11                                   192 13 20.5
 AH6281
 AH6281|---------------------------------------------------------------------|
 AH6281| PID    Reference Object                     Distance      Geod. Az  |
 AH6281|                                                           dddmmss.s |
 AH6281| AH6290 GCB 11                              APPROX. 0.8 KM 1932119.2 |
 AH6281|---------------------------------------------------------------------|
 AH6281
 AH6281                          SUPERSEDED SURVEY CONTROL
 AH6281
 AH6281  ELLIP H (12/17/98)  -23.42   (m)                       GP(       ) 4 2
 AH6281
 AH6281.Superseded values are not recommended for survey control.
 AH6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6281.See file dsdata.txt to determine how the superseded data were derived.
 AH6281
 AH6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2310863684(NAD 83)
 AH6281_MARKER: DD = SURVEY DISK
 AH6281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6281_STAMPING: GCB 10
 AH6281_MARK LOGO: LA-109
 AH6281_PROJECTION: FLUSH
 AH6281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6281+STABILITY: SURFACE MOTION
 AH6281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6281+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6281
 AH6281  HISTORY     - Date     Condition        Report By
 AH6281  HISTORY     - 1995     MONUMENTED       MPHI
 AH6281
 AH6281                          STATION DESCRIPTION
 AH6281
 AH6281'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6281'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6281'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6281'57 AND TRAVEL SOUTH FOR 9.25 MI (14.89 KM) TO THE JUNCTION WITH
 AH6281'CANEBREAK AVENUE. THE STATION IS ON THE LEFT. THE STATION IS A 2 INCH
 AH6281'DISK IN CONCRETE. THE STATION IS 23.0 FT (7.0 M) SOUTHEAST FROM THE
 AH6281'CENTERLINE OF HWY 57, 18.5 FT (5.6 M) SOUTHWEST FROM THE CENTERLINE OF
 AH6281'CANEBREAK AVENUE, 20.0 FT (6.1 M) NORTHWEST FROM THE LIGHT POLE,
 AH6281'196.60 FT (59.92 M) NORTHEAST FROM THE FIRE HYDRANT, 84.5 FT (25.8 M)
 AH6281'NORTHWEST FROM THE CORNER OF THE HOUSE, AND 5.0 FT (1.5 M) NORTHWEST
 AH6281'FROM THE CENTERLINE OF THE CULVERT CROSSING CANEBREAK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6290 ***********************************************************************
 AH6290  DESIGNATION -  GCB 11
 AH6290  PID         -  AH6290
 AH6290  STATE/COUNTY-  LA/TERREBONNE
 AH6290  USGS QUAD   -  DULAC (1994)
 AH6290
 AH6290                         *CURRENT SURVEY CONTROL
 AH6290  ___________________________________________________________________
 AH6290* NAD 83(1992)-  29 28 32.56624(N)    090 42 03.00058(W)     ADJUSTED  
 AH6290* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6290  **This station is located in a subsidence area (see below).
 AH6290  ___________________________________________________________________
 AH6290  X           -     -67,971.476 (meters)                     COMP
 AH6290  Y           -  -5,556,647.224 (meters)                     COMP
 AH6290  Z           -   3,119,899.441 (meters)                     COMP
 AH6290  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6290  ELLIP HEIGHT-         -24.27  (meters)          (02/21/02) GPS OBS
 AH6290  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH6290
 AH6290  HORZ ORDER  -  FIRST
 AH6290  ELLP ORDER  -  FIFTH     CLASS I
 AH6290
 AH6290.The horizontal coordinates were established by GPS observations
 AH6290.and adjusted by the National Geodetic Survey in December 1998..
 AH6290
 AH6290 ** The orthometric height has not been validated since last determined
 AH6290 ** by differential leveling and should not be used for control purposes.
 AH6290 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6290 ** area with valid NAVD 88 orthometric heights.
 AH6290 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6290 ** epoch indicated which incorporates improved geoid heights for the
 AH6290 ** Southern Louisiana Subsidence area.
 AH6290 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6290.The orthometric height was determined by GPS observations and a
 AH6290.high-resolution geoid model.
 AH6290
 AH6290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6290
 AH6290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6290
 AH6290.The ellipsoidal height was determined by GPS observations
 AH6290.and is referenced to NAD 83.
 AH6290
 AH6290.The geoid height was determined by GEOID03.
 AH6290
 AH6290;                    North         East     Units Scale Factor Converg.
 AH6290;SPC LA S     -   108,323.015 1,061,343.481   MT  0.99996746   +0 18 58.5
 AH6290;SPC LA S     -   355,389.76  3,482,091.07   sFT  0.99996746   +0 18 58.5
 AH6290;UTM  15      - 3,262,894.109   722,936.698   MT  1.00021330   +1 07 54.4
 AH6290
 AH6290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6290!SPC LA S     -   1.00000381  x   0.99996746  =   0.99997127
 AH6290!UTM  15      -   1.00000381  x   1.00021330  =   1.00021711
 AH6290
 AH6290:                Primary Azimuth Mark                     Grid Az
 AH6290:SPC LA S     -  GCB 10                                   013 02 17.3
 AH6290:UTM  15      -  GCB 10                                   012 13 21.4
 AH6290
 AH6290|---------------------------------------------------------------------|
 AH6290| PID    Reference Object                     Distance      Geod. Az  |
 AH6290|                                                           dddmmss.s |
 AH6290| AH6281 GCB 10                              APPROX. 0.8 KM 0132115.8 |
 AH6290| AH6287 GCB 13                              APPROX. 1.7 KM 1860936.2 |
 AH6290|---------------------------------------------------------------------|
 AH6290
 AH6290                          SUPERSEDED SURVEY CONTROL
 AH6290
 AH6290  ELLIP H (12/17/98)  -24.24   (m)                       GP(       ) 4 2
 AH6290
 AH6290.Superseded values are not recommended for survey control.
 AH6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6290.See file dsdata.txt to determine how the superseded data were derived.
 AH6290
 AH6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2293762894(NAD 83)
 AH6290_MARKER: DD = SURVEY DISK
 AH6290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6290_STAMPING: GCB 11
 AH6290_MARK LOGO: LA-109
 AH6290_PROJECTION: FLUSH
 AH6290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6290+STABILITY: SURFACE MOTION
 AH6290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6290+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6290
 AH6290  HISTORY     - Date     Condition        Report By
 AH6290  HISTORY     - 1995     MONUMENTED       MPHI
 AH6290
 AH6290                          STATION DESCRIPTION
 AH6290
 AH6290'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6290'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6290'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6290'57 AND TRAVEL SOUTH FOR 9.75 MI (15.69 KM) TO THE STATION ON THE LEFT.
 AH6290'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.8 FT (6.9
 AH6290'M) EAST FROM THE CENTERLINE OF HWY 57, 29.5 FT (9.0 M) SOUTH FROM THE
 AH6290'CENTERLINE OF THE SHELL DRIVEWAY (4471), 47.6 FT (14.5 M) SOUTHWEST OF
 AH6290'THE POWER POLE WITH LIGHT, AND 92.4 FT (28.2 M) NORTH FROM THE
 AH6290'CENTERLINE OF VINCENT LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6288 ***********************************************************************
 AH6288  DESIGNATION -  GCB 12
 AH6288  PID         -  AH6288
 AH6288  STATE/COUNTY-  LA/TERREBONNE
 AH6288  USGS QUAD   -  DULAC (1994)
 AH6288
 AH6288                         *CURRENT SURVEY CONTROL
 AH6288  ___________________________________________________________________
 AH6288* NAD 83(1992)-  29 28 04.51130(N)    090 42 06.17474(W)     ADJUSTED  
 AH6288* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6288  **This station is located in a subsidence area (see below).
 AH6288  ___________________________________________________________________
 AH6288  X           -     -68,062.192 (meters)                     COMP
 AH6288  Y           -  -5,557,071.221 (meters)                     COMP
 AH6288  Z           -   3,119,147.463 (meters)                     COMP
 AH6288  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6288  ELLIP HEIGHT-         -24.17  (meters)          (02/21/02) GPS OBS
 AH6288  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AH6288
 AH6288  HORZ ORDER  -  FIRST
 AH6288  ELLP ORDER  -  FIFTH     CLASS I
 AH6288
 AH6288.The horizontal coordinates were established by GPS observations
 AH6288.and adjusted by the National Geodetic Survey in December 1998..
 AH6288
 AH6288 ** The orthometric height has not been validated since last determined
 AH6288 ** by differential leveling and should not be used for control purposes.
 AH6288 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6288 ** area with valid NAVD 88 orthometric heights.
 AH6288 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6288 ** epoch indicated which incorporates improved geoid heights for the
 AH6288 ** Southern Louisiana Subsidence area.
 AH6288 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6288.The orthometric height was determined by GPS observations and a
 AH6288.high-resolution geoid model.
 AH6288
 AH6288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6288
 AH6288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6288
 AH6288.The ellipsoidal height was determined by GPS observations
 AH6288.and is referenced to NAD 83.
 AH6288
 AH6288.The geoid height was determined by GEOID03.
 AH6288
 AH6288;                    North         East     Units Scale Factor Converg.
 AH6288;SPC LA S     -   107,458.776 1,061,262.729   MT  0.99996870   +0 18 56.9
 AH6288;SPC LA S     -   352,554.33  3,481,826.14   sFT  0.99996870   +0 18 56.9
 AH6288;UTM  15      - 3,262,028.596   722,868.237   MT  1.00021292   +1 07 51.9
 AH6288
 AH6288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6288!SPC LA S     -   1.00000380  x   0.99996870  =   0.99997250
 AH6288!UTM  15      -   1.00000380  x   1.00021292  =   1.00021672
 AH6288
 AH6288:                Primary Azimuth Mark                     Grid Az
 AH6288:SPC LA S     -  GCB 11                                   005 20 16.9
 AH6288:UTM  15      -  GCB 11                                   004 31 21.9
 AH6288
 AH6288|---------------------------------------------------------------------|
 AH6288| PID    Reference Object                     Distance      Geod. Az  |
 AH6288|                                                           dddmmss.s |
 AH6288| AH6290 GCB 11                              APPROX. 0.9 KM 0053913.8 |
 AH6288|---------------------------------------------------------------------|
 AH6288
 AH6288                          SUPERSEDED SURVEY CONTROL
 AH6288
 AH6288  ELLIP H (12/17/98)  -24.15   (m)                       GP(       ) 4 2
 AH6288
 AH6288.Superseded values are not recommended for survey control.
 AH6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6288.See file dsdata.txt to determine how the superseded data were derived.
 AH6288
 AH6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2286862029(NAD 83)
 AH6288_MARKER: DD = SURVEY DISK
 AH6288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6288_STAMPING: GCB 12
 AH6288_MARK LOGO: LA-109
 AH6288_PROJECTION: FLUSH
 AH6288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6288+STABILITY: SURFACE MOTION
 AH6288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6288+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6288
 AH6288  HISTORY     - Date     Condition        Report By
 AH6288  HISTORY     - 1995     MONUMENTED       MPHI
 AH6288
 AH6288                          STATION DESCRIPTION
 AH6288
 AH6288'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6288'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6288'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6288'57 AND TRAVEL SOUTH FOR 10.3 MI (16.6 KM) TO THE STATION ON THE LEFT.
 AH6288'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 20.9 FT (6.4
 AH6288'M) EAST FROM THE CENTERLINE OF HWY 57, 5.7 FT (1.7 M) SOUTH FROM THE
 AH6288'CENTERLINE OF THE BOX CULVERT CROSSING HWY 57, 29.2 FT (8.9 M) SOUTH
 AH6288'OF THE CENTERLINE OF THE CONCRETE DRIVEWAY (4537), 22.5 FT (6.9 M)
 AH6288'SOUTHWEST FROM THE FIRE HYDRANT, 66.3 FT (20.2 M) NORTHWEST FROM THE
 AH6288'TELEPHONE BOX 102, AND 106.2 FT (32.4 M) NORTH FROM THE POWER POLE
 AH6288'WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6287 ***********************************************************************
 AH6287  DESIGNATION -  GCB 13
 AH6287  PID         -  AH6287
 AH6287  STATE/COUNTY-  LA/TERREBONNE
 AH6287  USGS QUAD   -  DULAC (1994)
 AH6287
 AH6287                         *CURRENT SURVEY CONTROL
 AH6287  ___________________________________________________________________
 AH6287* NAD 83(1992)-  29 27 36.52954(N)    090 42 09.91144(W)     ADJUSTED  
 AH6287* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6287  **This station is located in a subsidence area (see below).
 AH6287  ___________________________________________________________________
 AH6287  X           -     -68,168.061 (meters)                     COMP
 AH6287  Y           -  -5,557,493.628 (meters)                     COMP
 AH6287  Z           -   3,118,397.282 (meters)                     COMP
 AH6287  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6287  ELLIP HEIGHT-         -24.29  (meters)          (02/21/02) GPS OBS
 AH6287  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AH6287
 AH6287  HORZ ORDER  -  FIRST
 AH6287  ELLP ORDER  -  FIFTH     CLASS I
 AH6287
 AH6287.The horizontal coordinates were established by GPS observations
 AH6287.and adjusted by the National Geodetic Survey in December 1998..
 AH6287
 AH6287 ** The orthometric height has not been validated since last determined
 AH6287 ** by differential leveling and should not be used for control purposes.
 AH6287 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6287 ** area with valid NAVD 88 orthometric heights.
 AH6287 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6287 ** epoch indicated which incorporates improved geoid heights for the
 AH6287 ** Southern Louisiana Subsidence area.
 AH6287 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6287.The orthometric height was determined by GPS observations and a
 AH6287.high-resolution geoid model.
 AH6287
 AH6287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6287
 AH6287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6287
 AH6287.The ellipsoidal height was determined by GPS observations
 AH6287.and is referenced to NAD 83.
 AH6287
 AH6287.The geoid height was determined by GEOID03.
 AH6287
 AH6287;                    North         East     Units Scale Factor Converg.
 AH6287;SPC LA S     -   106,596.707 1,061,166.795   MT  0.99996996   +0 18 55.1
 AH6287;SPC LA S     -   349,726.03  3,481,511.39   sFT  0.99996996   +0 18 55.1
 AH6287;UTM  15      - 3,261,165.039   722,784.555   MT  1.00021246   +1 07 49.1
 AH6287
 AH6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6287!SPC LA S     -   1.00000381  x   0.99996996  =   0.99997377
 AH6287!UTM  15      -   1.00000381  x   1.00021246  =   1.00021628
 AH6287
 AH6287:                Primary Azimuth Mark                     Grid Az
 AH6287:SPC LA S     -  GCB 12                                   006 20 59.9
 AH6287:UTM  15      -  GCB 12                                   005 32 05.9
 AH6287
 AH6287|---------------------------------------------------------------------|
 AH6287| PID    Reference Object                     Distance      Geod. Az  |
 AH6287|                                                           dddmmss.s |
 AH6287| AH6288 GCB 12                              APPROX. 0.9 KM 0063955.0 |
 AH6287|---------------------------------------------------------------------|
 AH6287
 AH6287                          SUPERSEDED SURVEY CONTROL
 AH6287
 AH6287  ELLIP H (12/17/98)  -24.27   (m)                       GP(       ) 4 2
 AH6287
 AH6287.Superseded values are not recommended for survey control.
 AH6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6287.See file dsdata.txt to determine how the superseded data were derived.
 AH6287
 AH6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2278561165(NAD 83)
 AH6287_MARKER: DD = SURVEY DISK
 AH6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6287_STAMPING: GCB 13
 AH6287_MARK LOGO: LA-109
 AH6287_PROJECTION: FLUSH
 AH6287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6287+STABILITY: SURFACE MOTION
 AH6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6287+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6287
 AH6287  HISTORY     - Date     Condition        Report By
 AH6287  HISTORY     - 1995     MONUMENTED       MPHI
 AH6287
 AH6287                          STATION DESCRIPTION
 AH6287
 AH6287'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6287'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6287'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6287'57 AND TRAVEL SOUTH FOR 10.85 MI (17.46 KM) TO THE STATION ON THE
 AH6287'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 21.6
 AH6287'FT (6.6 M) EAST FROM THE CENTERLINE OF HWY 57, 48.3 FT (14.7 M) SOUTH
 AH6287'FROM THE CENTERLINE OF THE SHELL DRIVEWAY (4637), 38.9 FT (11.9 M)
 AH6287'SOUTHWEST FROM THE POWER POLE WITH A LIGHT, 42.4 FT (12.9 M) SOUTHWEST
 AH6287'FROM THE TELEPHONE BOX NO.88, 81.65 FT (24.89 M) NORTHWEST FROM THE
 AH6287'FIRE HYDRANT, AND 20.3 FT (6.2 M) SOUTH FROM THE CENTERLINE OF THE
 AH6287'CEMENT BOX CULVERT CROSSING HWY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6286 ***********************************************************************
 AH6286  DESIGNATION -  GCB 14
 AH6286  PID         -  AH6286
 AH6286  STATE/COUNTY-  LA/TERREBONNE
 AH6286  USGS QUAD   -  DULAC (1994)
 AH6286
 AH6286                         *CURRENT SURVEY CONTROL
 AH6286  ___________________________________________________________________
 AH6286* NAD 83(1992)-  29 27 12.62950(N)    090 42 11.27682(W)     ADJUSTED  
 AH6286* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6286  **This station is located in a subsidence area (see below).
 AH6286  ___________________________________________________________________
 AH6286  X           -     -68,209.292 (meters)                     COMP
 AH6286  Y           -  -5,557,855.255 (meters)                     COMP
 AH6286  Z           -   3,117,756.664 (meters)                     COMP
 AH6286  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6286  ELLIP HEIGHT-         -24.03  (meters)          (02/21/02) GPS OBS
 AH6286  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AH6286
 AH6286  HORZ ORDER  -  FIRST
 AH6286  ELLP ORDER  -  FIFTH     CLASS I
 AH6286
 AH6286.The horizontal coordinates were established by GPS observations
 AH6286.and adjusted by the National Geodetic Survey in December 1998..
 AH6286
 AH6286 ** The orthometric height has not been validated since last determined
 AH6286 ** by differential leveling and should not be used for control purposes.
 AH6286 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6286 ** area with valid NAVD 88 orthometric heights.
 AH6286 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6286 ** epoch indicated which incorporates improved geoid heights for the
 AH6286 ** Southern Louisiana Subsidence area.
 AH6286 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6286.The orthometric height was determined by GPS observations and a
 AH6286.high-resolution geoid model.
 AH6286
 AH6286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6286
 AH6286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6286
 AH6286.The ellipsoidal height was determined by GPS observations
 AH6286.and is referenced to NAD 83.
 AH6286
 AH6286.The geoid height was determined by GEOID03.
 AH6286
 AH6286;                    North         East     Units Scale Factor Converg.
 AH6286;SPC LA S     -   105,860.659 1,061,134.053   MT  0.99997106   +0 18 54.4
 AH6286;SPC LA S     -   347,311.18  3,481,403.97   sFT  0.99997106   +0 18 54.4
 AH6286;UTM  15      - 3,260,428.422   722,762.279   MT  1.00021234   +1 07 47.6
 AH6286
 AH6286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6286!SPC LA S     -   1.00000377  x   0.99997106  =   0.99997483
 AH6286!UTM  15      -   1.00000377  x   1.00021234  =   1.00021611
 AH6286
 AH6286:                Primary Azimuth Mark                     Grid Az
 AH6286:SPC LA S     -  GCB 13                                   002 32 49.4
 AH6286:UTM  15      -  GCB 13                                   001 43 56.2
 AH6286
 AH6286|---------------------------------------------------------------------|
 AH6286| PID    Reference Object                     Distance      Geod. Az  |
 AH6286|                                                           dddmmss.s |
 AH6286| AH6287 GCB 13                              APPROX. 0.7 KM 0025143.8 |
 AH6286|---------------------------------------------------------------------|
 AH6286
 AH6286                          SUPERSEDED SURVEY CONTROL
 AH6286
 AH6286  ELLIP H (12/17/98)  -24.01   (m)                       GP(       ) 4 2
 AH6286
 AH6286.Superseded values are not recommended for survey control.
 AH6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6286.See file dsdata.txt to determine how the superseded data were derived.
 AH6286
 AH6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2276260428(NAD 83)
 AH6286_MARKER: DD = SURVEY DISK
 AH6286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6286_STAMPING: GCB 14
 AH6286_MARK LOGO: LA-109
 AH6286_PROJECTION: FLUSH
 AH6286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6286+STABILITY: SURFACE MOTION
 AH6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6286+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6286
 AH6286  HISTORY     - Date     Condition        Report By
 AH6286  HISTORY     - 1995     MONUMENTED       MPHI
 AH6286
 AH6286                          STATION DESCRIPTION
 AH6286
 AH6286'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6286'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6286'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT AND
 AH6286'TRAVEL SOUTH FOR 11.3 MI (18.2 KM) TO THE STATION ON THE LEFT.  THE
 AH6286'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 23.4 FT (7.1 M)
 AH6286'EAST FROM THE CENTERLINE OF HWY 57, 106.4 FT (32.4 M) SOUTH FROM THE
 AH6286'CENTERLINE OF THE CONCRETE DRIVEWAY (4687), 52.5 FT (16.0 M) NORTHWEST
 AH6286'FROM THE POWER POLE WITH LIGHT AND TRANSFORMER, 157.3 FT (47.9 M)
 AH6286'SOUTH FROM THE TELEPHONE BOX NO.79, 131.5 FT (40.1 M) SOUTHWEST FROM
 AH6286'THE POWER POLE WITH LIGHT, 60.8 FT (18.5 M) NORTH FROM THE CENTERLINE
 AH6286'OF THE SHELL DRIVEWAY (4689).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6293 ***********************************************************************
 AH6293  DESIGNATION -  GCB 15
 AH6293  PID         -  AH6293
 AH6293  STATE/COUNTY-  LA/TERREBONNE
 AH6293  USGS QUAD   -  DULAC (1994)
 AH6293
 AH6293                         *CURRENT SURVEY CONTROL
 AH6293  ___________________________________________________________________
 AH6293* NAD 83(1992)-  29 26 23.77093(N)    090 42 08.48982(W)     ADJUSTED  
 AH6293* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6293  **This station is located in a subsidence area (see below).
 AH6293  ___________________________________________________________________
 AH6293  X           -     -68,143.259 (meters)                     COMP
 AH6293  Y           -  -5,558,595.492 (meters)                     COMP
 AH6293  Z           -   3,116,446.563 (meters)                     COMP
 AH6293  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6293  ELLIP HEIGHT-         -24.24  (meters)          (02/21/02) GPS OBS
 AH6293  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AH6293
 AH6293  HORZ ORDER  -  FIRST
 AH6293  ELLP ORDER  -  FIFTH     CLASS I
 AH6293
 AH6293.The horizontal coordinates were established by GPS observations
 AH6293.and adjusted by the National Geodetic Survey in December 1998..
 AH6293
 AH6293 ** The orthometric height has not been validated since last determined
 AH6293 ** by differential leveling and should not be used for control purposes.
 AH6293 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6293 ** area with valid NAVD 88 orthometric heights.
 AH6293 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6293 ** epoch indicated which incorporates improved geoid heights for the
 AH6293 ** Southern Louisiana Subsidence area.
 AH6293 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6293.The orthometric height was determined by GPS observations and a
 AH6293.high-resolution geoid model.
 AH6293
 AH6293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6293
 AH6293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6293
 AH6293.The ellipsoidal height was determined by GPS observations
 AH6293.and is referenced to NAD 83.
 AH6293
 AH6293.The geoid height was determined by GEOID03.
 AH6293
 AH6293;                    North         East     Units Scale Factor Converg.
 AH6293;SPC LA S     -   104,356.793 1,061,217.435   MT  0.99997333   +0 18 55.8
 AH6293;SPC LA S     -   342,377.25  3,481,677.53   sFT  0.99997333   +0 18 55.8
 AH6293;UTM  15      - 3,258,925.532   722,867.057   MT  1.00021292   +1 07 47.2
 AH6293
 AH6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6293!SPC LA S     -   1.00000381  x   0.99997333  =   0.99997714
 AH6293!UTM  15      -   1.00000381  x   1.00021292  =   1.00021673
 AH6293
 AH6293:                Primary Azimuth Mark                     Grid Az
 AH6293:SPC LA S     -  GC 5 AZ MK                               173 11 32.9
 AH6293:UTM  15      -  GC 5 AZ MK                               172 22 41.5
 AH6293
 AH6293|---------------------------------------------------------------------|
 AH6293| PID    Reference Object                     Distance      Geod. Az  |
 AH6293|                                                           dddmmss.s |
 AH6293| AH6296 GC 5 AZ MK                          APPROX. 0.6 KM 1733028.7 |
 AH6293|---------------------------------------------------------------------|
 AH6293
 AH6293                          SUPERSEDED SURVEY CONTROL
 AH6293
 AH6293  ELLIP H (12/17/98)  -24.22   (m)                       GP(       ) 4 2
 AH6293
 AH6293.Superseded values are not recommended for survey control.
 AH6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6293.See file dsdata.txt to determine how the superseded data were derived.
 AH6293
 AH6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2286758926(NAD 83)
 AH6293_MARKER: DD = SURVEY DISK
 AH6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6293_STAMPING: GCB 15
 AH6293_MARK LOGO: LA-109
 AH6293_PROJECTION: FLUSH
 AH6293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6293+STABILITY: SURFACE MOTION
 AH6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6293+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6293
 AH6293  HISTORY     - Date     Condition        Report By
 AH6293  HISTORY     - 1995     MONUMENTED       MPHI
 AH6293
 AH6293                          STATION DESCRIPTION
 AH6293
 AH6293'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6293'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6293'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6293'57 AND TRAVEL SOUTH FOR 12.25 MI (19.71 KM) TO STATION ON THE LEFT.
 AH6293'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 46.7 FT (14.2
 AH6293'M) SOUTH FROM THE CORNER OF THE CHAIN LINK FENCE, 44.7 FT (13.6 M)
 AH6293'SOUTH FROM THE POWER POLE WITH LIGHT AND TRANSFORMER, 37.2 FT (11.3 M)
 AH6293'SOUTH FROM THE FIRE HYDRANT, 31.0 FT (9.4 M) NORTH FROM THE CENTERLINE
 AH6293'OF THE DRIVEWAY TO THE SOUTH, AND 23.4 FT (7.1 M) EAST FROM THE
 AH6293'CENTERLINE OF HWY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6298 ***********************************************************************
 AH6298  DESIGNATION -  GCB 16
 AH6298  PID         -  AH6298
 AH6298  STATE/COUNTY-  LA/TERREBONNE
 AH6298  USGS QUAD   -  DULAC (1994)
 AH6298
 AH6298                         *CURRENT SURVEY CONTROL
 AH6298  ___________________________________________________________________
 AH6298* NAD 83(1992)-  29 25 19.38449(N)    090 41 57.51222(W)     ADJUSTED  
 AH6298* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6298  **This station is located in a subsidence area (see below).
 AH6298  ___________________________________________________________________
 AH6298  X           -     -67,859.317 (meters)                     COMP
 AH6298  Y           -  -5,559,573.338 (meters)                     COMP
 AH6298  Z           -   3,114,720.071 (meters)                     COMP
 AH6298  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6298  ELLIP HEIGHT-         -24.03  (meters)          (02/21/02) GPS OBS
 AH6298  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH6298
 AH6298  HORZ ORDER  -  FIRST
 AH6298  ELLP ORDER  -  FIFTH     CLASS I
 AH6298
 AH6298.The horizontal coordinates were established by GPS observations
 AH6298.and adjusted by the National Geodetic Survey in December 1998..
 AH6298
 AH6298 ** The orthometric height has not been validated since last determined
 AH6298 ** by differential leveling and should not be used for control purposes.
 AH6298 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6298 ** area with valid NAVD 88 orthometric heights.
 AH6298 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6298 ** epoch indicated which incorporates improved geoid heights for the
 AH6298 ** Southern Louisiana Subsidence area.
 AH6298 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6298.The orthometric height was determined by GPS observations and a
 AH6298.high-resolution geoid model.
 AH6298
 AH6298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6298
 AH6298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6298
 AH6298.The ellipsoidal height was determined by GPS observations
 AH6298.and is referenced to NAD 83.
 AH6298
 AH6298.The geoid height was determined by GEOID03.
 AH6298
 AH6298;                    North         East     Units Scale Factor Converg.
 AH6298;SPC LA S     -   102,376.067 1,061,524.248   MT  0.99997641   +0 19 01.3
 AH6298;SPC LA S     -   335,878.81  3,482,684.14   sFT  0.99997641   +0 19 01.3
 AH6298;UTM  15      - 3,256,948.892   723,202.057   MT  1.00021476   +1 07 50.4
 AH6298
 AH6298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6298!SPC LA S     -   1.00000377  x   0.99997641  =   0.99998018
 AH6298!UTM  15      -   1.00000377  x   1.00021476  =   1.00021853
 AH6298
 AH6298:                Primary Azimuth Mark                     Grid Az
 AH6298:SPC LA S     -  GCB 18                                   183 24 10.8
 AH6298:UTM  15      -  GCB 18                                   182 35 21.7
 AH6298
 AH6298|---------------------------------------------------------------------|
 AH6298| PID    Reference Object                     Distance      Geod. Az  |
 AH6298|                                                           dddmmss.s |
 AH6298| AH6219 GCB 18                              APPROX. 1.6 KM 1834312.1 |
 AH6298|---------------------------------------------------------------------|
 AH6298
 AH6298                          SUPERSEDED SURVEY CONTROL
 AH6298
 AH6298  ELLIP H (12/17/98)  -24.01   (m)                       GP(       ) 4 2
 AH6298
 AH6298.Superseded values are not recommended for survey control.
 AH6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6298.See file dsdata.txt to determine how the superseded data were derived.
 AH6298
 AH6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2320256949(NAD 83)
 AH6298_MARKER: DD = SURVEY DISK
 AH6298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6298_STAMPING: GCB 16
 AH6298_MARK LOGO: LA-109
 AH6298_PROJECTION: FLUSH
 AH6298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6298+STABILITY: SURFACE MOTION
 AH6298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6298+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6298
 AH6298  HISTORY     - Date     Condition        Report By
 AH6298  HISTORY     - 1995     MONUMENTED       MPHI
 AH6298
 AH6298                          STATION DESCRIPTION
 AH6298
 AH6298'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6298'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6298'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6298'57 AND TRAVEL SOUTH FOR 13.53 MI (21.77 KM) TO THE STATION ON THE
 AH6298'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 80.0
 AH6298'FT (24.4 M) SOUTH FROM THE CENTERLINE OF COLLINS LANE, 14.0 FT (4.3 M)
 AH6298'SOUTHWEST FROM THE POWER POLE WITH 2-LIGHTS AND 3-TRANSFORMERS
 AH6298'(NE-30), 84.50 FT (25.76 M) NORTHEAST FROM THE 36 INCH OAK TREE,71.0
 AH6298'FT (21.6 M) EAST FROM THE NORTHEAST CORNER OF THE CINDE BLOCK BUILDING
 AH6298'(5034), AND 22.3 FT (6.8 M) EAST FROM THE CENTERLINE OF HWY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6221 ***********************************************************************
 AH6221  DESIGNATION -  GCB 17
 AH6221  PID         -  AH6221
 AH6221  STATE/COUNTY-  LA/TERREBONNE
 AH6221  USGS QUAD   -  DULAC (1994)
 AH6221
 AH6221                         *CURRENT SURVEY CONTROL
 AH6221  ___________________________________________________________________
 AH6221* NAD 83(1992)-  29 24 54.56654(N)    090 42 00.61542(W)     ADJUSTED  
 AH6221* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6221  **This station is located in a subsidence area (see below).
 AH6221  ___________________________________________________________________
 AH6221  X           -     -67,947.548 (meters)                     COMP
 AH6221  Y           -  -5,559,947.821 (meters)                     COMP
 AH6221  Z           -   3,114,054.583 (meters)                     COMP
 AH6221  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6221  ELLIP HEIGHT-         -23.80  (meters)          (02/21/02) GPS OBS
 AH6221  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AH6221
 AH6221  HORZ ORDER  -  FIRST
 AH6221  ELLP ORDER  -  FIFTH     CLASS I
 AH6221
 AH6221.The horizontal coordinates were established by GPS observations
 AH6221.and adjusted by the National Geodetic Survey in December 1998..
 AH6221
 AH6221 ** The orthometric height has not been validated since last determined
 AH6221 ** by differential leveling and should not be used for control purposes.
 AH6221 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6221 ** area with valid NAVD 88 orthometric heights.
 AH6221 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6221 ** epoch indicated which incorporates improved geoid heights for the
 AH6221 ** Southern Louisiana Subsidence area.
 AH6221 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6221.The orthometric height was determined by GPS observations and a
 AH6221.high-resolution geoid model.
 AH6221
 AH6221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6221
 AH6221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6221
 AH6221.The ellipsoidal height was determined by GPS observations
 AH6221.and is referenced to NAD 83.
 AH6221
 AH6221.The geoid height was determined by GEOID03.
 AH6221
 AH6221;                    North         East     Units Scale Factor Converg.
 AH6221;SPC LA S     -   101,611.498 1,061,444.824   MT  0.99997762   +0 18 59.7
 AH6221;SPC LA S     -   333,370.39  3,482,423.56   sFT  0.99997762   +0 18 59.7
 AH6221;UTM  15      - 3,256,183.091   723,133.480   MT  1.00021439   +1 07 48.0
 AH6221
 AH6221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6221!SPC LA S     -   1.00000374  x   0.99997762  =   0.99998136
 AH6221!UTM  15      -   1.00000374  x   1.00021439  =   1.00021813
 AH6221
 AH6221:                Primary Azimuth Mark                     Grid Az
 AH6221:SPC LA S     -  GCB 16                                   005 55 50.3
 AH6221:UTM  15      -  GCB 16                                   005 07 02.0
 AH6221
 AH6221|---------------------------------------------------------------------|
 AH6221| PID    Reference Object                     Distance      Geod. Az  |
 AH6221|                                                           dddmmss.s |
 AH6221| AH6298 GCB 16                              APPROX. 0.8 KM 0061450.0 |
 AH6221|---------------------------------------------------------------------|
 AH6221
 AH6221                          SUPERSEDED SURVEY CONTROL
 AH6221
 AH6221  ELLIP H (12/17/98)  -23.79   (m)                       GP(       ) 4 2
 AH6221
 AH6221.Superseded values are not recommended for survey control.
 AH6221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6221.See file dsdata.txt to determine how the superseded data were derived.
 AH6221
 AH6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2313356183(NAD 83)
 AH6221_MARKER: DD = SURVEY DISK
 AH6221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6221_STAMPING: GCB 17
 AH6221_MARK LOGO: LA-109
 AH6221_PROJECTION: FLUSH
 AH6221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6221+STABILITY: SURFACE MOTION
 AH6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6221+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6221
 AH6221  HISTORY     - Date     Condition        Report By
 AH6221  HISTORY     - 1995     MONUMENTED       MPHI
 AH6221
 AH6221                          STATION DESCRIPTION
 AH6221
 AH6221'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6221'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6221'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6221'57 AND TRAVEL SOUTH FOR 14.0 MI (22.5 KM) TO THE STATION ON THE RIGHT.
 AH6221'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 13.7 FT (4.2
 AH6221'M) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE FENCE FOR THE WATER
 AH6221'TOWER, 30.2 FT (9.2 M) WEST FROM THE CENTERLINE OF HWY 57, 30.4 FT
 AH6221'(9.3 M) SOUTH FROM THE POWER POLE WITH 2-TRANSFORMERS, 110.0 FT (33.5
 AH6221'M) NORTH FROM THE POWER POLE WITH A LIGHT, 60.9 FT (18.6 M) WEST FROM
 AH6221'THE SOUTHWEST CORNER OF THE FENCE FOR GRAND CAILLOU ELEMENTARY SCHOOL,
 AH6221'AND 33.2 FT (10.1 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE HOUSE
 AH6221'(5196).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6219 ***********************************************************************
 AH6219  DESIGNATION -  GCB 18
 AH6219  PID         -  AH6219
 AH6219  STATE/COUNTY-  LA/TERREBONNE
 AH6219  USGS QUAD   -  DULAC (1994)
 AH6219
 AH6219                         *CURRENT SURVEY CONTROL
 AH6219  ___________________________________________________________________
 AH6219* NAD 83(1992)-  29 24 26.49224(N)    090 42 01.43973(W)     ADJUSTED  
 AH6219* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6219  **This station is located in a subsidence area (see below).
 AH6219  ___________________________________________________________________
 AH6219  X           -     -67,974.955 (meters)                     COMP
 AH6219  Y           -  -5,560,371.886 (meters)                     COMP
 AH6219  Z           -   3,113,301.531 (meters)                     COMP
 AH6219  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6219  ELLIP HEIGHT-         -23.93  (meters)          (02/21/02) GPS OBS
 AH6219  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AH6219
 AH6219  HORZ ORDER  -  FIRST
 AH6219  ELLP ORDER  -  FIFTH     CLASS I
 AH6219
 AH6219.The horizontal coordinates were established by GPS observations
 AH6219.and adjusted by the National Geodetic Survey in December 1998..
 AH6219
 AH6219 ** The orthometric height has not been validated since last determined
 AH6219 ** by differential leveling and should not be used for control purposes.
 AH6219 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6219 ** area with valid NAVD 88 orthometric heights.
 AH6219 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6219 ** epoch indicated which incorporates improved geoid heights for the
 AH6219 ** Southern Louisiana Subsidence area.
 AH6219 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6219.The orthometric height was determined by GPS observations and a
 AH6219.high-resolution geoid model.
 AH6219
 AH6219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6219
 AH6219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6219
 AH6219.The ellipsoidal height was determined by GPS observations
 AH6219.and is referenced to NAD 83.
 AH6219
 AH6219.The geoid height was determined by GEOID03.
 AH6219
 AH6219;                    North         East     Units Scale Factor Converg.
 AH6219;SPC LA S     -   100,747.011 1,061,427.378   MT  0.99997901   +0 18 59.3
 AH6219;SPC LA S     -   330,534.15  3,482,366.32   sFT  0.99997901   +0 18 59.3
 AH6219;UTM  15      - 3,255,318.239   723,128.305   MT  1.00021436   +1 07 46.6
 AH6219
 AH6219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6219!SPC LA S     -   1.00000376  x   0.99997901  =   0.99998277
 AH6219!UTM  15      -   1.00000376  x   1.00021436  =   1.00021812
 AH6219
 AH6219:                Primary Azimuth Mark                     Grid Az
 AH6219:SPC LA S     -  GCB 17                                   001 09 22.1
 AH6219:UTM  15      -  GCB 17                                   000 20 34.8
 AH6219
 AH6219|---------------------------------------------------------------------|
 AH6219| PID    Reference Object                     Distance      Geod. Az  |
 AH6219|                                                           dddmmss.s |
 AH6219| AH6221 GCB 17                              APPROX. 0.9 KM 0012821.4 |
 AH6219| AH6220 GCB 19                              APPROX. 0.7 KM 2052106.7 |
 AH6219|---------------------------------------------------------------------|
 AH6219
 AH6219                          SUPERSEDED SURVEY CONTROL
 AH6219
 AH6219  ELLIP H (12/17/98)  -23.93   (m)                       GP(       ) 4 2
 AH6219
 AH6219.Superseded values are not recommended for survey control.
 AH6219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6219.See file dsdata.txt to determine how the superseded data were derived.
 AH6219
 AH6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2312855318(NAD 83)
 AH6219_MARKER: DD = SURVEY DISK
 AH6219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6219_STAMPING: GCB 18
 AH6219_MARK LOGO: LA-109
 AH6219_PROJECTION: FLUSH
 AH6219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6219+STABILITY: SURFACE MOTION
 AH6219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6219+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6219
 AH6219  HISTORY     - Date     Condition        Report By
 AH6219  HISTORY     - 1995     MONUMENTED       MPHI
 AH6219
 AH6219                          STATION DESCRIPTION
 AH6219
 AH6219'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6219'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6219'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6219'57 AND TRAVEL SOUTH FOR 14.55 MI (23.42 KM) TO THE STATION ON THE
 AH6219'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 21.60
 AH6219'FT (6.58 M) NORTH FROM THE CENTERLINE OF MARJORIE STREET, 28.0 FT (8.5
 AH6219'M) SOUTHEAST FROM THE CENTERLINE OF HWY 57, 8.2 FT (2.5 M) WEST FROM
 AH6219'THE POWER POLE WITH LIGHT AND TRANSFORMER, 20.10 FT (6.13 M) WEST FROM
 AH6219'THE FIRE HYDRANT (77), AND 58.50 FT (17.83 M) WEST FROM THE POWER POLE
 AH6219'WITH LIGHT AND TRANSFORMER (ON THE BAYOU SIDE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6220 ***********************************************************************
 AH6220  DESIGNATION -  GCB 19
 AH6220  PID         -  AH6220
 AH6220  STATE/COUNTY-  LA/TERREBONNE
 AH6220  USGS QUAD   -  DULAC (1994)
 AH6220
 AH6220                         *CURRENT SURVEY CONTROL
 AH6220  ___________________________________________________________________
 AH6220* NAD 83(1992)-  29 24 05.70925(N)    090 42 12.68505(W)     ADJUSTED  
 AH6220* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6220  **This station is located in a subsidence area (see below).
 AH6220  ___________________________________________________________________
 AH6220  X           -     -68,281.956 (meters)                     COMP
 AH6220  Y           -  -5,560,682.154 (meters)                     COMP
 AH6220  Z           -   3,112,743.975 (meters)                     COMP
 AH6220  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6220  ELLIP HEIGHT-         -24.12  (meters)          (02/21/02) GPS OBS
 AH6220  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AH6220
 AH6220  HORZ ORDER  -  FIRST
 AH6220  ELLP ORDER  -  FIFTH     CLASS I
 AH6220
 AH6220.The horizontal coordinates were established by GPS observations
 AH6220.and adjusted by the National Geodetic Survey in December 1998..
 AH6220
 AH6220 ** The orthometric height has not been validated since last determined
 AH6220 ** by differential leveling and should not be used for control purposes.
 AH6220 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6220 ** area with valid NAVD 88 orthometric heights.
 AH6220 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6220 ** epoch indicated which incorporates improved geoid heights for the
 AH6220 ** Southern Louisiana Subsidence area.
 AH6220 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6220.The orthometric height was determined by GPS observations and a
 AH6220.high-resolution geoid model.
 AH6220
 AH6220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6220
 AH6220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6220
 AH6220.The ellipsoidal height was determined by GPS observations
 AH6220.and is referenced to NAD 83.
 AH6220
 AH6220.The geoid height was determined by GEOID03.
 AH6220
 AH6220;                    North         East     Units Scale Factor Converg.
 AH6220;SPC LA S     -   100,105.464 1,061,127.737   MT  0.99998005   +0 18 53.7
 AH6220;SPC LA S     -   328,429.34  3,481,383.25   sFT  0.99998005   +0 18 53.7
 AH6220;UTM  15      - 3,254,672.353   722,837.730   MT  1.00021276   +1 07 40.3
 AH6220
 AH6220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6220!SPC LA S     -   1.00000379  x   0.99998005  =   0.99998384
 AH6220!UTM  15      -   1.00000379  x   1.00021276  =   1.00021655
 AH6220
 AH6220:                Primary Azimuth Mark                     Grid Az
 AH6220:SPC LA S     -  GCB 18                                   025 02 07.5
 AH6220:UTM  15      -  GCB 18                                   024 13 20.9
 AH6220
 AH6220|---------------------------------------------------------------------|
 AH6220| PID    Reference Object                     Distance      Geod. Az  |
 AH6220|                                                           dddmmss.s |
 AH6220| AH6219 GCB 18                              APPROX. 0.7 KM 0252101.2 |
 AH6220|---------------------------------------------------------------------|
 AH6220
 AH6220                          SUPERSEDED SURVEY CONTROL
 AH6220
 AH6220  ELLIP H (12/17/98)  -24.11   (m)                       GP(       ) 4 2
 AH6220
 AH6220.Superseded values are not recommended for survey control.
 AH6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6220.See file dsdata.txt to determine how the superseded data were derived.
 AH6220
 AH6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2283854672(NAD 83)
 AH6220_MARKER: DD = SURVEY DISK
 AH6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6220_STAMPING: GCB 19
 AH6220_MARK LOGO: LA-109
 AH6220_PROJECTION: FLUSH
 AH6220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6220+STABILITY: SURFACE MOTION
 AH6220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6220+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6220
 AH6220  HISTORY     - Date     Condition        Report By
 AH6220  HISTORY     - 1995     MONUMENTED       MPHI
 AH6220
 AH6220                          STATION DESCRIPTION
 AH6220
 AH6220'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6220'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6220'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6220'57 AND TRAVEL SOUTH FOR 14.97 MI (24.09 KM) TO THE STATION ON THE
 AH6220'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 10.3
 AH6220'FT (3.1 M) NORTHWEST FROM THE LIGHT POLE, 47.5 FT (14.5 M) NORTHWEST
 AH6220'FROM THE NORTHWEST CORNER OF RUST COLOR BUILDING (OLD BANK), 15.5 FT
 AH6220'(4.7 M) WEST FROM THE END OF THE CHAIN LINK FENCE, 21.2 FT (6.5 M)
 AH6220'SOUTHEAST FROM THE CENTERLINE OF HWY 57, AND 70.8 FT (21.6 M)
 AH6220'NORTHEAST FROM THE POWER POLE WITH LIGHT AND TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6238 ***********************************************************************
 AH6238  DESIGNATION -  GCB 20
 AH6238  PID         -  AH6238
 AH6238  STATE/COUNTY-  LA/TERREBONNE
 AH6238  USGS QUAD   -  DULAC (1994)
 AH6238
 AH6238                         *CURRENT SURVEY CONTROL
 AH6238  ___________________________________________________________________
 AH6238* NAD 83(1992)-  29 23 41.53080(N)    090 42 33.25237(W)     ADJUSTED  
 AH6238* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6238  **This station is located in a subsidence area (see below).
 AH6238  ___________________________________________________________________
 AH6238  X           -     -68,840.954 (meters)                     COMP
 AH6238  Y           -  -5,561,040.910 (meters)                     COMP
 AH6238  Z           -   3,112,095.505 (meters)                     COMP
 AH6238  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6238  ELLIP HEIGHT-         -23.90  (meters)          (02/21/02) GPS OBS
 AH6238  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AH6238
 AH6238  HORZ ORDER  -  FIRST
 AH6238  ELLP ORDER  -  FIFTH     CLASS I
 AH6238
 AH6238.The horizontal coordinates were established by GPS observations
 AH6238.and adjusted by the National Geodetic Survey in December 1998..
 AH6238
 AH6238 ** The orthometric height has not been validated since last determined
 AH6238 ** by differential leveling and should not be used for control purposes.
 AH6238 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6238 ** area with valid NAVD 88 orthometric heights.
 AH6238 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6238 ** epoch indicated which incorporates improved geoid heights for the
 AH6238 ** Southern Louisiana Subsidence area.
 AH6238 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6238.The orthometric height was determined by GPS observations and a
 AH6238.high-resolution geoid model.
 AH6238
 AH6238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6238
 AH6238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6238
 AH6238.The ellipsoidal height was determined by GPS observations
 AH6238.and is referenced to NAD 83.
 AH6238
 AH6238.The geoid height was determined by GEOID03.
 AH6238
 AH6238;                    North         East     Units Scale Factor Converg.
 AH6238;SPC LA S     -    99,358.012 1,060,577.294   MT  0.99998127   +0 18 43.4
 AH6238;SPC LA S     -   325,977.08  3,479,577.34   sFT  0.99998127   +0 18 43.4
 AH6238;UTM  15      - 3,253,916.994   722,297.821   MT  1.00020980   +1 07 29.4
 AH6238
 AH6238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6238!SPC LA S     -   1.00000375  x   0.99998127  =   0.99998502
 AH6238!UTM  15      -   1.00000375  x   1.00020980  =   1.00021355
 AH6238
 AH6238:                Primary Azimuth Mark                     Grid Az
 AH6238:SPC LA S     -  GCB 21                                   216 18 37.3
 AH6238:UTM  15      -  GCB 21                                   215 29 51.3
 AH6238
 AH6238|---------------------------------------------------------------------|
 AH6238| PID    Reference Object                     Distance      Geod. Az  |
 AH6238|                                                           dddmmss.s |
 AH6238| AH6334 GCB 21                              APPROX. 0.8 KM 2163720.7 |
 AH6238|---------------------------------------------------------------------|
 AH6238
 AH6238                          SUPERSEDED SURVEY CONTROL
 AH6238
 AH6238  ELLIP H (12/17/98)  -23.89   (m)                       GP(       ) 4 2
 AH6238
 AH6238.Superseded values are not recommended for survey control.
 AH6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6238.See file dsdata.txt to determine how the superseded data were derived.
 AH6238
 AH6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2229853917(NAD 83)
 AH6238_MARKER: DD = SURVEY DISK
 AH6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6238_STAMPING: GCB 20
 AH6238_MARK LOGO: LA-109
 AH6238_PROJECTION: FLUSH
 AH6238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6238+STABILITY: SURFACE MOTION
 AH6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6238+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6238
 AH6238  HISTORY     - Date     Condition        Report By
 AH6238  HISTORY     - 1995     MONUMENTED       MPHI
 AH6238
 AH6238                          STATION DESCRIPTION
 AH6238
 AH6238'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6238'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6238'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6238'57 AND TRAVEL SOUTH FOR 15.55 MI (25.02 KM) TO THE STATION ON THE
 AH6238'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 25.7
 AH6238'FT (7.8 M) WEST FROM THE FIRE HYDRANT, 19.0 FT (5.8 M) NORTHWEST FROM
 AH6238'THE CHAIN LINK FENCE CORNER, 93.0 FT (28.3 M) NORTHEAST FROM THE
 AH6238'TELEPHONE PED./POLE, 66.6 FT (20.3 M) NORTHEAST FROM THE CENTERLINE OF
 AH6238'THE SHELL DRIVEWAY, 20.2 FT (6.2 M) SOUTHEAST FROM THE CENTERLINE OF
 AH6238'HWY 57, AND 85.4 FT (26.0 M) SOUTH FROM THE POWER POLE WITH LIGHT AND
 AH6238'TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6334 ***********************************************************************
 AH6334  DESIGNATION -  GCB 21
 AH6334  PID         -  AH6334
 AH6334  STATE/COUNTY-  LA/TERREBONNE
 AH6334  USGS QUAD   -  DULAC (1994)
 AH6334
 AH6334                         *CURRENT SURVEY CONTROL
 AH6334  ___________________________________________________________________
 AH6334* NAD 83(1992)-  29 23 21.27900(N)    090 42 50.44009(W)     ADJUSTED  
 AH6334* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6334  **This station is located in a subsidence area (see below).
 AH6334  ___________________________________________________________________
 AH6334  X           -     -69,308.165 (meters)                     COMP
 AH6334  Y           -  -5,561,341.546 (meters)                     COMP
 AH6334  Z           -   3,111,552.446 (meters)                     COMP
 AH6334  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6334  ELLIP HEIGHT-         -23.45  (meters)          (02/21/02) GPS OBS
 AH6334  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AH6334
 AH6334  HORZ ORDER  -  FIRST
 AH6334  ELLP ORDER  -  FIFTH     CLASS I
 AH6334
 AH6334.The horizontal coordinates were established by GPS observations
 AH6334.and adjusted by the National Geodetic Survey in December 1998..
 AH6334
 AH6334 ** The orthometric height has not been validated since last determined
 AH6334 ** by differential leveling and should not be used for control purposes.
 AH6334 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6334 ** area with valid NAVD 88 orthometric heights.
 AH6334 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6334 ** epoch indicated which incorporates improved geoid heights for the
 AH6334 ** Southern Louisiana Subsidence area.
 AH6334 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6334.The orthometric height was determined by GPS observations and a
 AH6334.high-resolution geoid model.
 AH6334
 AH6334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6334
 AH6334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6334
 AH6334.The ellipsoidal height was determined by GPS observations
 AH6334.and is referenced to NAD 83.
 AH6334
 AH6334.The geoid height was determined by GEOID03.
 AH6334
 AH6334;                    North         East     Units Scale Factor Converg.
 AH6334;SPC LA S     -    98,731.975 1,060,117.250   MT  0.99998231   +0 18 34.8
 AH6334;SPC LA S     -   323,923.15  3,478,068.01   sFT  0.99998231   +0 18 34.8
 AH6334;UTM  15      - 3,253,284.351   721,846.600   MT  1.00020732   +1 07 20.2
 AH6334
 AH6334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6334!SPC LA S     -   1.00000368  x   0.99998231  =   0.99998599
 AH6334!UTM  15      -   1.00000368  x   1.00020732  =   1.00021100
 AH6334
 AH6334:                Primary Azimuth Mark                     Grid Az
 AH6334:SPC LA S     -  GCB 20                                   036 18 37.4
 AH6334:UTM  15      -  GCB 20                                   035 29 52.0
 AH6334
 AH6334|---------------------------------------------------------------------|
 AH6334| PID    Reference Object                     Distance      Geod. Az  |
 AH6334|                                                           dddmmss.s |
 AH6334| AH6238 GCB 20                              APPROX. 0.8 KM 0363712.2 |
 AH6334| AH6333 GCB 22                              APPROX. 0.7 KM 1773313.0 |
 AH6334|---------------------------------------------------------------------|
 AH6334
 AH6334                          SUPERSEDED SURVEY CONTROL
 AH6334
 AH6334  ELLIP H (12/17/98)  -23.45   (m)                       GP(       ) 4 2
 AH6334
 AH6334.Superseded values are not recommended for survey control.
 AH6334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6334.See file dsdata.txt to determine how the superseded data were derived.
 AH6334
 AH6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2184753284(NAD 83)
 AH6334_MARKER: DD = SURVEY DISK
 AH6334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6334_STAMPING: GCB 21
 AH6334_MARK LOGO: LA-109
 AH6334_PROJECTION: FLUSH
 AH6334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6334+STABILITY: SURFACE MOTION
 AH6334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6334+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6334
 AH6334  HISTORY     - Date     Condition        Report By
 AH6334  HISTORY     - 1995     MONUMENTED       MPHI
 AH6334
 AH6334                          STATION DESCRIPTION
 AH6334
 AH6334'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6334'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6334'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6334'57 AND TRAVEL SOUTH FOR 16.05 MI (25.83 KM) TO THE STATION ON THE
 AH6334'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 23.2
 AH6334'FT (7.1 M) WEST FROM THE CENTERLINE OF HWY 57, 7.3 FT (2.2 M)
 AH6334'NORTHEAST FROM THE POWER POLE WITH TRANSFORMER, 53.70 FT (16.37 M)
 AH6334'SOUTHEAST FROM THE SOUTHEAST WATER TOWER LEG, 46.8 FT (14.3 M) SOUTH
 AH6334'FROM THE POWER POLE WITH TRANSFORMER, AND 56.3 FT (17.2 M) SOUTH FROM
 AH6334'THE SOUTHEAST CORNER OF THE METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6333 ***********************************************************************
 AH6333  DESIGNATION -  GCB 22
 AH6333  PID         -  AH6333
 AH6333  STATE/COUNTY-  LA/TERREBONNE
 AH6333  USGS QUAD   -  DULAC (1994)
 AH6333
 AH6333                         *CURRENT SURVEY CONTROL
 AH6333  ___________________________________________________________________
 AH6333* NAD 83(1992)-  29 22 57.97019(N)    090 42 49.30306(W)     ADJUSTED  
 AH6333* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6333  **This station is located in a subsidence area (see below).
 AH6333  ___________________________________________________________________
 AH6333  X           -     -69,281.888 (meters)                     COMP
 AH6333  Y           -  -5,561,693.476 (meters)                     COMP
 AH6333  Z           -   3,110,926.798 (meters)                     COMP
 AH6333  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6333  ELLIP HEIGHT-         -24.11  (meters)          (02/21/02) GPS OBS
 AH6333  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AH6333
 AH6333  HORZ ORDER  -  FIRST
 AH6333  ELLP ORDER  -  FIFTH     CLASS I
 AH6333
 AH6333.The horizontal coordinates were established by GPS observations
 AH6333.and adjusted by the National Geodetic Survey in December 1998..
 AH6333
 AH6333 ** The orthometric height has not been validated since last determined
 AH6333 ** by differential leveling and should not be used for control purposes.
 AH6333 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6333 ** area with valid NAVD 88 orthometric heights.
 AH6333 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6333 ** epoch indicated which incorporates improved geoid heights for the
 AH6333 ** Southern Louisiana Subsidence area.
 AH6333 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6333.The orthometric height was determined by GPS observations and a
 AH6333.high-resolution geoid model.
 AH6333
 AH6333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6333
 AH6333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6333
 AH6333.The ellipsoidal height was determined by GPS observations
 AH6333.and is referenced to NAD 83.
 AH6333
 AH6333.The geoid height was determined by GEOID03.
 AH6333
 AH6333;                    North         East     Units Scale Factor Converg.
 AH6333;SPC LA S     -    98,014.497 1,060,151.788   MT  0.99998351   +0 18 35.4
 AH6333;SPC LA S     -   321,569.23  3,478,181.32   sFT  0.99998351   +0 18 35.4
 AH6333;UTM  15      - 3,252,567.274   721,891.320   MT  1.00020757   +1 07 20.0
 AH6333
 AH6333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6333!SPC LA S     -   1.00000379  x   0.99998351  =   0.99998730
 AH6333!UTM  15      -   1.00000379  x   1.00020757  =   1.00021136
 AH6333
 AH6333:                Primary Azimuth Mark                     Grid Az
 AH6333:SPC LA S     -  GC 3                                     173 27 09.5
 AH6333:UTM  15      -  GC 3                                     172 38 24.9
 AH6333
 AH6333|---------------------------------------------------------------------|
 AH6333| PID    Reference Object                     Distance      Geod. Az  |
 AH6333|                                                           dddmmss.s |
 AH6333| AH6332 GC 3                                APPROX. 0.6 KM 1734544.9 |
 AH6333|---------------------------------------------------------------------|
 AH6333
 AH6333                          SUPERSEDED SURVEY CONTROL
 AH6333
 AH6333  ELLIP H (12/17/98)  -24.11   (m)                       GP(       ) 4 2
 AH6333
 AH6333.Superseded values are not recommended for survey control.
 AH6333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6333.See file dsdata.txt to determine how the superseded data were derived.
 AH6333
 AH6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2189152567(NAD 83)
 AH6333_MARKER: DD = SURVEY DISK
 AH6333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6333_STAMPING: GCB 22
 AH6333_MARK LOGO: LA-109
 AH6333_PROJECTION: FLUSH
 AH6333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6333+STABILITY: SURFACE MOTION
 AH6333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6333+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6333
 AH6333  HISTORY     - Date     Condition        Report By
 AH6333  HISTORY     - 1995     MONUMENTED       MPHI
 AH6333
 AH6333                          STATION DESCRIPTION
 AH6333
 AH6333'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6333'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6333'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6333'57 AND TRAVEL SOUTH FOR 16.53 MI (26.60 KM) TO THE JUNCTION WITH
 AH6333'FALGOUT CANAL ROAD. THE STATION IS ON THE LEFT. THE STATION IS 26.3 FT
 AH6333'(8.0 M) EAST FROM THE CENTERLINE OF HWY 57, 45.4 FT (13.8 M) SOUTH
 AH6333'FROM THE POWER POLE WITH LIGHT, 29.6 FT (9.0 M) NORTH FROM THE SET OF
 AH6333'R.R. SPIKES, 9.0 FT (2.7 M) NORTHWEST FROM THE GATE POST, AND 23.0 FT
 AH6333'(7.0 M) NORTHWEST FROM THE GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3194 ***********************************************************************
 BK3194  DESIGNATION -  GED
 BK3194  PID         -  BK3194
 BK3194  STATE/COUNTY-  LA/CALCASIEU
 BK3194  USGS QUAD   -  VINTON (1994)
 BK3194
 BK3194                         *CURRENT SURVEY CONTROL
 BK3194  ___________________________________________________________________
 BK3194* NAD 83(1992)-  30 08 06.53581(N)    093 35 52.69150(W)     ADJUSTED  
 BK3194* NAVD 88     -         5.3    (meters)      17.     (feet)  GPS OBS   
 BK3194  ___________________________________________________________________
 BK3194  X           -    -346,454.358 (meters)                     COMP
 BK3194  Y           -  -5,509,849.673 (meters)                     COMP
 BK3194  Z           -   3,183,328.314 (meters)                     COMP
 BK3194  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK3194  ELLIP HEIGHT-         -22.18  (meters)          (02/20/02) GPS OBS
 BK3194  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK3194
 BK3194  HORZ ORDER  -  FIRST
 BK3194  ELLP ORDER  -  FOURTH    CLASS I
 BK3194
 BK3194.The horizontal coordinates were established by classical geodetic methods
 BK3194.and adjusted by the National Geodetic Survey in January 1993..
 BK3194
 BK3194.The orthometric height was determined by GPS observations and a
 BK3194.high-resolution geoid model.
 BK3194
 BK3194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3194
 BK3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3194
 BK3194.The ellipsoidal height was determined by GPS observations
 BK3194.and is referenced to NAD 83.
 BK3194
 BK3194.The geoid height was determined by GEOID03.
 BK3194
 BK3194;                    North         East     Units Scale Factor Converg.
 BK3194;SPC LA S     -   183,403.081   781,820.139   MT  0.99992848   -1 07 56.4
 BK3194;SPC LA S     -   601,714.94  2,565,021.57   sFT  0.99992848   -1 07 56.4
 BK3194;SPC TX C     - 3,071,576.263 1,348,588.162   MT  0.99999512   +3 28 08.8
 BK3194;SPC TX C     -10,077,329.79  4,424,492.99   sFT  0.99999512   +3 28 08.8
 BK3194;UTM  15      - 3,333,911.983   442,404.975   MT  0.99964092   -0 18 00.8
 BK3194
 BK3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3194!SPC LA S     -   1.00000348  x   0.99992848  =   0.99993196
 BK3194!SPC TX C     -   1.00000348  x   0.99999512  =   0.99999860
 BK3194!UTM  15      -   1.00000348  x   0.99964092  =   0.99964440
 BK3194
 BK3194|---------------------------------------------------------------------|
 BK3194| PID    Reference Object                     Distance      Geod. Az  |
 BK3194|                                                           dddmmss.s |
 BK3194| CV7624 GED RM 1                                           05606     |
 BK3194| BK3215 ORANGE RICE MILL TANK               APPROX.14.2 KM 2483724.8 |
 BK3194| BK3205 ORANGE GULF STATES UTIL E STK       APPROX.13.6 KM 2484827.1 |
 BK3194| BK3206 ORANGE GULF STATES UTIL W STK       APPROX.13.7 KM 2485424.0 |
 BK3194| BK3209 ORANGE GULF ST UTIL CO SPIPE        APPROX.13.6 KM 2485745.5 |
 BK3194| BK3204 ORANGE CANNING PLANT TANK           APPROX.15.7 KM 2492451.0 |
 BK3194| BK3203 ORANGE YELLOW PINE PAPER TK         APPROX.15.1 KM 2500705.1 |
 BK3194| BK3214 ORANGE PRESB CH DOME PINNACLE       APPROX.14.3 KM 2510853.4 |
 BK3194| CV8255 CHIMNEY ON WHITE HOUSE                             2992345.6 |
 BK3194| CV7625 GED RM 2                             71.421 METERS 31623     |
 BK3194|---------------------------------------------------------------------|
 BK3194
 BK3194                          SUPERSEDED SURVEY CONTROL
 BK3194
 BK3194  ELLIP H (01/13/95)  -22.09   (m)                       GP(       ) 3 2
 BK3194  NAD 83(1986)-  30 08 06.55214(N)    093 35 52.67995(W) AD(       ) 1
 BK3194  NAD 27      -  30 08 05.80000(N)    093 35 52.10200(W) AD(       ) 1
 BK3194  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 BK3194
 BK3194.Superseded values are not recommended for survey control.
 BK3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3194.See file dsdata.txt to determine how the superseded data were derived.
 BK3194
 BK3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4240533912(NAD 83)
 BK3194_MARKER: DS = TRIANGULATION STATION DISK
 BK3194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3194_SP_SET: CONCRETE POST
 BK3194_STAMPING: GED 1931
 BK3194_MARK LOGO: CGS   
 BK3194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3194+STABILITY: SURFACE MOTION
 BK3194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3194+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 BK3194
 BK3194  HISTORY     - Date     Condition        Report By
 BK3194  HISTORY     - 1931     MONUMENTED       CGS
 BK3194  HISTORY     - 1967     GOOD             CGS
 BK3194  HISTORY     - 19901218 GOOD             VFM
 BK3194  HISTORY     - 19970208 GOOD             USPSQD
 BK3194  HISTORY     - 20050413 GOOD             USPSQD
 BK3194
 BK3194                          STATION DESCRIPTION
 BK3194
 BK3194'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK3194'STATION IS ABOUT 4 MILES S OF VINTON, 1 MILE SW OF GED OIL
 BK3194'FIELD, ON A LOW KNOLL, ABOUT 800 FEET SW OF SCHOOLHOUSE,
 BK3194'AND 750 FEET SW OF POND, ON LAND OWNED BY HENRY GRAY OF LAKE
 BK3194'CHARLES.  STATION IS 100 FEET N OF W FROM FRAME HOUSE, 45
 BK3194'FEET NW OF SMALL GARAGE WITH GALVANIZED IRON ROOF, IN WIRE
 BK3194'FENCE LINE 40 FEET N OF A PIG LOT, AND 30 FEET S OF GATE
 BK3194'TO LANE LEADING TO HOUSE 1/4 MILE TO W.
 BK3194'
 BK3194'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3194'DISKS SET IN CONCRETE.
 BK3194'SURFACE MARK PROJECTS 6 INCHES.
 BK3194'
 BK3194'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND IS ABOUT 500
 BK3194'FEET S OF POND, 400 FEET E OF WHITE SCHOOLHOUSE, E OF FORK
 BK3194'IN DIRT ROAD LEADING S FROM MAIN GRAVEL ROAD, 156 FEET S
 BK3194'OF GRAVEL ROAD WHICH SKIRTS POND ON S, 89.5 FEET S OF FRONT
 BK3194'YARD FENCE OF SMALL HOUSE, 71 FEET E OF MIDDLE OF THREE
 BK3194'20-INCH TREES IN ROW, 33.5 FEET E OF CENTER LINE OF DIRT
 BK3194'ROAD, AND APPROXIMATELY 0.2 MILE FROM STATION, N 56 DEG 06 MIN E.
 BK3194'
 BK3194'REFERENCE MARK NO. 2 PROJECTS 12 INCHES, AND IS 1/4 MILE
 BK3194'W OF SCHOOLHOUSE, 400 FEET S OF POND, 150 FEET N OF E FROM
 BK3194'HOUSE, 175 FEET N OF LANE TO HOUSE, IN SE CORNER OF GARDEN,
 BK3194'3.20 FEET W OF FENCE CORNER AND GATEPOST, 1 FOOT S OF FENCE,
 BK3194'AND 234.32 FEET FROM STATION, N 43 DEG 37 MIN W.
 BK3194'
 BK3194'AZIMUTH FROM STATION TO RED BRICK CHIMNEY ON E SIDE OF WHITE
 BK3194'HOUSE, DISTANT 3/4 MILE, IS N 60 DEG 36 MIN W.
 BK3194'
 BK3194'TO REACH FROM U.S. HIGHWAY 90 AT VINTON, GO ALONG MAIN STREET
 BK3194'TO S OF TOWN, THENCE 3 MILES SW ON MAIN GRAVEL ROAD TO GED
 BK3194'OIL FIELD.  FROM CENTER OF FIELD TAKE MAIN GRAVEL ROAD S,
 BK3194'THEN W ON S SIDE OF POND 3/4 MILE TO DIRT ROAD LEADING S
 BK3194'ABOUT 100 YARDS E OF SCHOOLHOUSE.  FOLLOW THIS ROAD S, BEAR
 BK3194'W AT FORKS 1/4 MILE TO TOP OF KNOLL AND STATION SITE.
 BK3194
 BK3194                          STATION RECOVERY (1967)
 BK3194
 BK3194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB)
 BK3194'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BK3194'REFERENCE MARK NO. 1 COULD NOT BE OBSERVED FROM STATION.
 BK3194'
 BK3194'THE FOLLOWING IS NEW DESCRIPTION--STATION IS ABOUT 4 MILES
 BK3194'SOUTHWEST OF VINTON, LOUISIANA ON LOW KNOLL SOUTHWEST OF
 BK3194'GED OIL FIELD ON LAND OWNED BY M. GRAY.  STATION IS 1.1
 BK3194'FEET SOUTH OF METAL WITNESS POST AND SIGN, 4 FEET EAST OF
 BK3194'FENCE LEADING SOUTH, 19.40 FEET SOUTH OF A FENCE CORNER,
 BK3194'14.30 FEET WEST OF THE SOUTHWEST CORNER OF A SHED, 24.85
 BK3194'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SAME SHED,
 BK3194'61.30 FEET EAST OF A POWER POLE WITH TRANSFORMER, 189.8 FEET
 BK3194'SOUTHEAST OF A 2 INCH WELL NEAR FENCE CORNER AND 568 FEET
 BK3194'SOUTH OF LARGE POND.
 BK3194'
 BK3194'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A SQUARE
 BK3194'CONCRETE POST, PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE
 BK3194'OF THE GROUND.  STATION IS STAMPED GED 1931.
 BK3194'
 BK3194'TO REACH THIS STATION FROM THE U.S. POST OFFICE (ON HORRIDGE
 BK3194'ST.) IN VINTON, FOLLOW HORRIDGE ST. NORTH FOR 0.10 MILE
 BK3194'TO THE INTERSECTION WITH U.S. HIGHWAY 90, THENCE WEST ALONG
 BK3194'U.S. HIGHWAY 90 FOR 0.4 MILE TO THE INTERSECTION WITH WEST
 BK3194'STREET (GED 0.1 FIELD ROAD) THENCE SOUTH ALONG SAID STREET
 BK3194'ON OVER INTERCHANGE ON I-10 FOR 1.6 MILES TO INTERSECTION
 BK3194'WITH PARISH ROAD LEADING EAST AND WEST THENCE, WEST ON SAID
 BK3194'ROAD FOR 0.1 MILE TO THE GED OIL FIELD ROAD LEADING SOUTH,
 BK3194'THENCE SOUTH ALONG SAID ROAD FOR ABOUT 2 MILES TO DRIVE
 BK3194'LEADING SOUTH, THENCE SOUTH ABOUT 0.2 MILE TO STATION ON HILL
 BK3194'BY SHED.
 BK3194'
 BK3194'REFERENCE MARK NO. 2 PROJECTS ABOUT 12 INCHES, AND IS ABOUT
 BK3194'350 FEET SOUTH OF LARGE POND, IN NORTHWEST CORNER OF GARDEN
 BK3194'PLOT, 1 FOOT SOUTH OF NORTH FENCE, AND 234.40 FEET NORTHWEST
 BK3194'OF STATION GED.
 BK3194
 BK3194                          STATION RECOVERY (1990)
 BK3194
 BK3194'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3194'SUPPLEMENTARY INFORMATION FOLLOWS TO REACH FROM THE INTERSECTION OF
 BK3194'I-10 AND HIGHWAY 3063 GO SOUTH FOR 1.0 MILES (1.6 KM) TO T
 BK3194'INTERSECTION. TURN RIGHT ONTO WEST ROAD AND GO 0.1 MILESTO GED ROAD ON
 BK3194'THE LEFT, TURN LEFT AND FOLLOW ROAD FOR 1.7 MILES (2.7 KM) TO FORK IN
 BK3194'ROAD, TAKE LEFT FORK AND GO 0.3 MILES (0.5 KM) TO TOP OF HILL (SALT
 BK3194'DOME).  THE EXISTING SITE DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 BK3194'THAT THE SHED REFERRED TO IN THE DESCRIPTION NO LONGER EXISTS.
 BK3194
 BK3194                          STATION RECOVERY (1997)
 BK3194
 BK3194'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3194'RECOVERED IN GOOD CONDITION.
 BK3194
 BK3194                          STATION RECOVERY (2005)
 BK3194
 BK3194'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK3194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1064 ***********************************************************************
 BJ1064  DESIGNATION -  GEISMAR
 BJ1064  PID         -  BJ1064
 BJ1064  STATE/COUNTY-  LA/ASCENSION
 BJ1064  USGS QUAD   -  CARVILLE (1992)
 BJ1064
 BJ1064                         *CURRENT SURVEY CONTROL
 BJ1064  ___________________________________________________________________
 BJ1064* NAD 83(1992)-  30 12 12.72821(N)    091 01 22.80729(W)     ADJUSTED  
 BJ1064* NAVD 88     -         6.77   (+/-2cm)      22.2  **(feet)  VERTCON   
 BJ1064  **This station is located in a subsidence area (see below).
 BJ1064  ___________________________________________________________________
 BJ1064  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ1064  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BJ1064
 BJ1064  HORZ ORDER  -  FIRST
 BJ1064  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1064
 BJ1064.The horizontal coordinates were established by classical geodetic methods
 BJ1064.and adjusted by the National Geodetic Survey in January 1993..
 BJ1064
 BJ1064 ** The orthometric height has not been validated since last determined
 BJ1064 ** by differential leveling and should not be used for control purposes.
 BJ1064 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1064 ** area with valid NAVD 88 orthometric heights.
 BJ1064 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1064 ** epoch indicated which incorporates improved geoid heights for the
 BJ1064 ** Southern Louisiana Subsidence area.
 BJ1064 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1064.The vertical order pertains to the NGVD 29 superseded value.
 BJ1064
 BJ1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1064
 BJ1064.The geoid height was determined by GEOID03.
 BJ1064
 BJ1064;                    North         East     Units Scale Factor Converg.
 BJ1064;SPC LA S     -   188,868.013 1,029,879.353   MT  0.99993197   +0 09 18.6
 BJ1064;SPC LA S     -   619,644.47  3,378,862.51   sFT  0.99993197   +0 09 18.6
 BJ1064;UTM  15      - 3,342,991.228   690,305.361   MT  1.00004682   +0 59 41.5
 BJ1064
 BJ1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1064!SPC LA S     -   1.00000316  x   0.99993197  =   0.99993513
 BJ1064!UTM  15      -   1.00000316  x   1.00004682  =   1.00004998
 BJ1064
 BJ1064|---------------------------------------------------------------------|
 BJ1064| PID    Reference Object                     Distance      Geod. Az  |
 BJ1064|                                                           dddmmss.s |
 BJ1064| BJ1066 NEW RIVER CAP                        61.883 METERS 01101     |
 BJ1064| BJ4488 MILES RESET                         APPROX.10.9 KM 1152345.8 |
 BJ1064| BJ1063 GEISMAR RM 6                         44.388 METERS 12605     |
 BJ1064| BJ4475 DONALDSONVILLE MUNICIPAL TANK       APPROX.11.3 KM 1621334.1 |
 BJ1064| BJ1143 GEISMAR RM 3                         24.688 METERS 22558     |
 BJ1064| BJ1906 GEISMAR RM 1                         94.130 METERS 22626     |
 BJ1064| BJ5097 WHITECASTLE WATER TANK              APPROX.12.5 KM 2521636.5 |
 BJ1064| BJ5096 LEPER COLONY WATER TANK             APPROX. 9.9 KM 2683142.7 |
 BJ1064| BJ1908 GEISMAR RM 4                         27.521 METERS 31816     |
 BJ1064| BJ1907 GEISMAR RM 2                         23.380 METERS 32143     |
 BJ1064| BJ1065 GEISMAR RM 5                         36.881 METERS 33712     |
 BJ1064|---------------------------------------------------------------------|
 BJ1064
 BJ1064                          SUPERSEDED SURVEY CONTROL
 BJ1064
 BJ1064  NAD 83(1986)-  30 12 12.74614(N)    091 01 22.80724(W) AD(       ) 1
 BJ1064  NAD 27      -  30 12 12.03924(N)    091 01 22.44260(W) AD(       ) 1
 BJ1064  NGVD 29 (??/??/??)    6.824  (m)           22.39   (f) ADJUSTED    1 1
 BJ1064
 BJ1064.Superseded values are not recommended for survey control.
 BJ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1064.See file dsdata.txt to determine how the superseded data were derived.
 BJ1064
 BJ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9030542991(NAD 83)
 BJ1064_MARKER: DS = TRIANGULATION STATION DISK
 BJ1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1064_STAMPING: GEISMAR 1929
 BJ1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1064+STABILITY: SURFACE MOTION
 BJ1064
 BJ1064  HISTORY     - Date     Condition        Report By
 BJ1064  HISTORY     - 1929     MONUMENTED       CGS
 BJ1064  HISTORY     - 1936     GOOD             LAGS
 BJ1064  HISTORY     - 1938     GOOD             CGS
 BJ1064  HISTORY     - 1953     GOOD             CGS
 BJ1064  HISTORY     - 1955     GOOD             CGS
 BJ1064  HISTORY     - 1956     GOOD             CGS
 BJ1064  HISTORY     - 1964     GOOD             CGS
 BJ1064  HISTORY     - 1965     GOOD             CGS
 BJ1064  HISTORY     - 1969     GOOD             CGS
 BJ1064  HISTORY     - 1969     GOOD             LADTD
 BJ1064  HISTORY     - 1970     GOOD             NGS
 BJ1064  HISTORY     - 1973     GOOD             NGS
 BJ1064  HISTORY     - 1973     GOOD             NGS
 BJ1064  HISTORY     - 1976     GOOD             NGS
 BJ1064  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1064
 BJ1064                          STATION DESCRIPTION
 BJ1064
 BJ1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ1064'IN GEISMAR, A TOWN ON ILLINOIS CENTRAL RAILROAD, ABOUT 25
 BJ1064'MILES SSE OF BATON ROUGE, ON LAND OWNED BY M.L. GEISMAR,
 BJ1064'INSIDE OF FENCE, OPPOSITE SE WING OF STORE, AND ON THE SE
 BJ1064'SIDE OF THE ROAD LEADING FROM LEVEE TO GEISMAR RAILROAD
 BJ1064'STATION.
 BJ1064'
 BJ1064'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ1064'DISKS SET IN CONCRETE.
 BJ1064'
 BJ1064'REFERENCE MARK NO. 1 IS IN FENCE LINE ON SE SIDE OF ROAD,
 BJ1064'NW OF SECOND HOUSE ON SAME SIDE OF ROAD, W OF RAILROAD,
 BJ1064'AND 94.13 METERS (308.8 FEET) FROM STATION S 46
 BJ1064'DEG 26 MIN W.
 BJ1064'
 BJ1064'REFERENCE MARK NO. 2 IS ON NW SIDE OF ROAD, OPPOSITE STATION,
 BJ1064'20 FEET NW OF CENTER LINE OF ROAD, AND 10 FEET E OF SE WING
 BJ1064'OF PICARD AND GEISMARS STORE, AND 23.38 METERS (76.7 FEET)
 BJ1064'FROM STATION N 41 DEG 17 MIN W.
 BJ1064'
 BJ1064'STATION P.B.M. NEW RIVER (M.R.C.) IS 61.89 METERS (203.0
 BJ1064'FEET) FROM STATION N 11 DEG 01 MIN E.
 BJ1064
 BJ1064                          STATION RECOVERY (1936)
 BJ1064
 BJ1064'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ1064'STATION RECOVERED.  ADDITIONAL DESCRIPTION--48 FEET FROM
 BJ1064'CENTER OF STATE HIGHWAY 21, 23 FEET S OF FENCE ALONG HIGHWAY,
 BJ1064'65 FEET E OF FENCE BETWEEN PASTURE AND YARD OF RESIDENCE.
 BJ1064'68.5 FEET S OF SE CORNER OF WAREHOUSE OF THE PROGRESSIVE
 BJ1064'STORES ON N SIDE OF HIGHWAY AND 241 FEET W OF MAIN TRACK
 BJ1064'OF YAZOO AND MISSISSIPPI VALLEY RAILROAD.
 BJ1064
 BJ1064                          STATION RECOVERY (1938)
 BJ1064
 BJ1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 BJ1064'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ1064
 BJ1064                          STATION RECOVERY (1953)
 BJ1064
 BJ1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PAE)
 BJ1064'STATION FOUND AS DESCRIBED IN GOOD CONDITION.
 BJ1064
 BJ1064                          STATION RECOVERY (1955)
 BJ1064
 BJ1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ1064'THE STATION WAS VISITED ON MARCH 10, 1955.  ALL THE MARKS
 BJ1064'WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ1064'
 BJ1064'THE STATION IS LOCATED IN THE TOWN OF GEISMAR, ABOUT 25
 BJ1064'MI. SE OF BATON ROUGE ALONG THE ILLINOIS CENTRAL RAILROAD,
 BJ1064'ON THE PROPERTY OF MR. M.L. GEISMAR, IN A PASTURE LOT, AND
 BJ1064'SE OF THE PROGRESSIVE STORE.  IT IS 241 FT. S-SW OF THE SW
 BJ1064'RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, 48 FT. SE OF
 BJ1064'THE CENTERLINE OF A GRAVELED ROAD LEADING FROM THE LEVEE
 BJ1064'TO THE TRACKS, 24 FT. SE OF A FENCE LINE, 80 FT. NE OF A
 BJ1064'FENCE LINE BETWEEN THE PASTURE AND THE YARD OF A HOUSE, 68
 BJ1064'FT. SE OF THE NE CORNER OF THE WAREHOUSE FOR THE PROGRESSIVE
 BJ1064'STORE, AND 87 FT. N OF A CIRCULAR IRON POT USED TO WATER
 BJ1064'CATTLE.  IT IS A STANDARD DISK, STAMPED GEISMAR 1929 EL
 BJ1064'23 FT PROJECTING 2 IN. AND ABOUT LEVEL WITH THE ROAD
 BJ1064'
 BJ1064'REFERENCE MARK 1 IS 308.8 FT. SW OF THE STATION, 25 FT. SE
 BJ1064'OF THE CENTER OF A GRAVEL ROAD, 10 FT. N OF THE CENTER OF
 BJ1064'A DRIVEWAY TO THE SECOND HOUSE NE OF THE LEVEE, AND 31 FT.
 BJ1064'SE OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED GEISMAR
 BJ1064'NO 1 1929 EL 23 FT PROJECTING 2 IN. AND ABOUT LEVEL WITH
 BJ1064'THE ROAD.
 BJ1064'
 BJ1064'REFERENCE MARK 2 IS 76.7 FT. NW OF THE STATION, 31 FT. NW
 BJ1064'OF THE CENTER OF A GRAVEL ROAD, 11.5 FT. N OF THE NE CORNER
 BJ1064'OF THE WAREHOUSE FOR THE PROGRESSIVE STORE, AND 35 FT. SE
 BJ1064'OF THE SE SIDE OF THE MAIN PART OF THE STORE.  IT IS A
 BJ1064'STANDARD DISK, STAMPED GEISMAR NO 2 1929 EL 23 FT AND PROJECTING
 BJ1064'2 IN.
 BJ1064'
 BJ1064'P.B.M. NEW RIVER (M.R.C.) IS 203.0 FT. N OF THE STATION,
 BJ1064'39 PACES NE OF THE PROGRESSIVE STORE, 41 PACES SE OF THE
 BJ1064'SE CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION IN GEISMAR,
 BJ1064'3.5 FT. NE OF A TELEPHONE POLE ON WHICH TWO SETS OF WIRES
 BJ1064'CROSS, 47 FT. SW OF THE SW RAIL OF THE TRACK, AND 55 FT.
 BJ1064'NW OF THE CENTER OF THE GRAVELED ROAD.  IT IS A 3-IN. PIPE,
 BJ1064'PROJECTING ABOUT 2 FT. ABOVE THE GROUND, AND BEARING A CORPS
 BJ1064'OF ENGINEERS CAP STAMPED PBM NEW RIVER.  THE PIPE IS PAINTED
 BJ1064'YELLOW.
 BJ1064
 BJ1064                          STATION RECOVERY (1956)
 BJ1064
 BJ1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BJ1064'THE STATION WAS VISITED ON MARCH 13 1956 AND ALL MARKS WERE
 BJ1064'FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2
 BJ1064'WERE DESTROYED AT THIS DATE BY THE REQUEST OF THE LOUISIANA
 BJ1064'STATE HIGHWAY DEPARTMENT DUE TO NEW ROAD CONSTRUCTION.  THE
 BJ1064'DISKS WERE RECLAIMED.  REFERENCE MARKS NO. 3 AND NO. 4 WERE
 BJ1064'ESTABLISHED AT THIS DATE.  SLIGHT CHANGES IN THE REFERENCES
 BJ1064'TO THE STATION WERE FOUND AT THIS DATE, THE WAREHOUSE MENTIONED
 BJ1064'IN THE RECOVERY NOTE IN 1955 BY R.A.E. HAS BEEN MOVED TO
 BJ1064'A LOCATION NORTHEAST OF THE STATION AND THE RIGHT-OF-WAY
 BJ1064'FENCE HAS BEEN MOVED.  A NEW DESCRIPTION FOLLOWS--
 BJ1064'
 BJ1064'THE STATION IS LOCATED IN THE TOWN OF GEISMAR, ABOUT 25
 BJ1064'MILES SOUTHEAST OF BATON ROUGE ALONG THE ILLINOIS CENTRAL
 BJ1064'RAILROAD, ON THE PROPERTY OF MR. M.L. GEISMAR, IN A PASTURE
 BJ1064'LOT AND SOUTHEAST OF THE PROGRESSIVE STORE.  IT IS 241 FEET
 BJ1064'SOUTH-SOUTHWEST OF THE SOUTHWEST RAIL OF THE ILLINOIS CENTRAL
 BJ1064'RAILROAD TRACK, 48 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BJ1064'GRAVELED ROAD LEADING FROM THE LEVEE TO THE TRACKS, 7 FEET
 BJ1064'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 80 FEET NORTHEAST OF
 BJ1064'A FENCE LINE BETWEEN THE PASTURE AND THE YARD OF A HOUSE,
 BJ1064'96 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WAREHOUSE
 BJ1064'FOR THE PROGRESSIVE STORE, AND 87 FEET NORTH OF A CIRCULAR
 BJ1064'IRON POT USED TO WATER CATTLE.  IT IS A STANDARD DISK,
 BJ1064'STAMPED GEISMAR 1929 EL 23 FT., PROJECTING 2 INCHES AND ABOUT
 BJ1064'LEVEL WITH THE ROAD.
 BJ1064'
 BJ1064'REFERENCE MARK NO. 3 IS 81.03 FEET SOUTHWEST OF THE STATION,
 BJ1064'IN THE FENCE LINE BETWEEN THE PASTURE AND THE YARD OF A
 BJ1064'HOUSE PAINTED GREEN, 46.5 FEET NORTHWEST OF THE NORTHWEST
 BJ1064'CORNER OF THE HOUSE, 41 FEET SOUTHEAST OF THE CENTERLINE
 BJ1064'OF THE ROAD, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE,
 BJ1064'AND 132 PACES NORTHEAST OF THE CENTER OF THE RIVER ROAD
 BJ1064'PARALLELING THE LEVEE.  IT IS A STANDARD DISK, STAMPED GEISMAR NO
 BJ1064'3 1929, SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BJ1064'INCHES.
 BJ1064'
 BJ1064'REFERENCE MARK NO. 4 IS 90.29 FEET NORTHWEST OF THE STATION,
 BJ1064'42 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD,
 BJ1064'45.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE PROGRESSIVE
 BJ1064'STORE, 21.5 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE
 BJ1064'STORE AND 46 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER
 BJ1064'OF THE STORE.  IT IS A STANDARD DISK, STAMPED GEISMAR NO
 BJ1064'4 1929, AND PROJECTS 6 INCHES.
 BJ1064'
 BJ1064'P.B.M. NEW RIVER (M.R.C.) IS 203.0 FEET NORTH OF THE STATION,
 BJ1064'39 PACES NORTHEAST OF THE PROGRESSIVE STORE, 41 PACES SOUTHEAST
 BJ1064'OF THE SOUTHEAST CORNER OF THE ILLINOIS CENTRAL RAILROAD
 BJ1064'STATION IN GEISMAR, 3.5 FEET NORTHEAST OF A TELEPHONE POLE
 BJ1064'ON WHICH TWO SETS OF WIRES CROSS, 47 FEET SOUTHWEST OF THE
 BJ1064'SOUTHWEST RAIL OF THE TRACKS, AND 55 FEET NORTHWEST OF THE
 BJ1064'CENTER OF THE GRAVELED ROAD.  IT IS A 3-INCH PIPE, PROJECTING
 BJ1064'ABOUT 2 FEET ABOVE THE GROUND, AND BEARING A CORPS OF
 BJ1064'ENGINEERS CAP STAMPED PBM NEW RIVER.  THE PIPE IS PAINTED
 BJ1064'YELLOW.
 BJ1064
 BJ1064                          STATION RECOVERY (1964)
 BJ1064
 BJ1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1064'THE STATION AND REFERENCE MARK NO. 3 WERE RECOVERED AND
 BJ1064'IN GOOD CONDITION.  REFERENCE MARK NO. 4 WAS FOUND DESTROYED.
 BJ1064'THE CONCRETE POST FOR R.M. 4 WAS FOUND WITH SHANK OF DISK
 BJ1064'ONLY.  THE STATION IS 160 YARDS NORTHEAST OF THE CENTER OF THE
 BJ1064'JUNCTION OF STATE HIGHWAYS 30 AND 73 IN THE SMALL VILLAGE
 BJ1064'OF GEISMAR, NEAR THE NORTHEAST CORNER OF THE GEISMAR POST
 BJ1064'OFFICE BUILDING, 47.5 FEET SOUTHEAST OF THE CENTER LINE OF
 BJ1064'STATE HIGHWAY 73, 7.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 BJ1064'OF THE POST OFFICE BUILDING, 241 FEET SOUTHWEST OF THE
 BJ1064'SOUTHWEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 0.2 FOOT
 BJ1064'NORTHEAST OF THE NORTHEAST EDGE OF CONCRETE BASE
 BJ1064'SUPPORTING FLAGPOLE, 1-1/2 FEET BELOW LEVEL OF THE
 BJ1064'HIGHWAY, SET IN THE TOP OF A CONCRETE POST 2 INCHES
 BJ1064'BELOW THE LEVEL OF THE GROUND.
 BJ1064'
 BJ1064'REFERENCE MARK NO. 3 IS 81.0 FEET SOUTHWEST OF THE STATION,
 BJ1064'42 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 73,
 BJ1064'48.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST
 BJ1064'OFFICE BUILDING, 21-1/2 FEET SOUTH OF A POWER LINE POLE,
 BJ1064'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BJ1064'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1064
 BJ1064                          STATION RECOVERY (1965)
 BJ1064
 BJ1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BJ1064'THE STATION WAS VISITED 8-16-65 AND STATION, REFERENCE MARK
 BJ1064'NO. 3 AND P.B.M. NEW RIVER (U.S.E.) WERE FOUND IN GOOD CONDITION.
 BJ1064'THE STATION MARK IS NORTHWEST PARTIALLY UNDER THE NORTH-BASE
 BJ1064'OF THE FLAG POLE FOR THE GEISMAR POST OFFICE.  REFERENCE
 BJ1064'MARK NO. 4 WAS FOUND WITH THE DISK BROKEN OFF.  THIS MARK
 BJ1064'WAS DESTROYED AND REFERENCE MARK NO. 5 WAS ESTABLISHED.  P.B.M.
 BJ1064'NEW RIVER WAS REPORTED DESTROYED BUT AT THIS DATE THE MARK
 BJ1064'WAS CHECKED AND DISTANCE AND DIRECTION WAS CHECKED WITH
 BJ1064'ORIGINAL DATA AND FOUND TO BE ADEQUATE.  A NEW DESCRIPTION
 BJ1064'FOLLOWS.
 BJ1064'
 BJ1064'THE STATION IS LOCATED IN THE VILLAGE OF GEISMAR ABOUT 25
 BJ1064'MILES SOUTH EAST ALONG THE MISSISSIPPI RIVER FROM BATON ROUGE
 BJ1064'ON PROPERTY OWNED BY MR. M.L. GEISMAR, NEAR THE NORTHWEST
 BJ1064'CORNER OF THE GEISMAR POST OFFICE ABOUT 170 PACES NORTH
 BJ1064'OF THE RIVER ROAD, 241 FEET SOUTH OF SOUTHWEST RAIL OF ILLINOIS
 BJ1064'CENTRAL RAILROAD, 48 FEET SOUTHEAST OF THE CENTERLINE OF
 BJ1064'BLACK TOP ROAD, 8 FEET NORTH OF THE NORTHWEST CORNER OF THE
 BJ1064'GEISMAR POST OFFICE, 6-INCHES WEST OF THE PROJECTED PLANE
 BJ1064'OF THE WEST WALL OF POST OFFICE, 1.5 FEET NORTH OF THE FLAG
 BJ1064'POLE AT THE NORTH EDGE OF CONCRETE BASE OF FLAG POLE, A
 BJ1064'STANDARD DISK STAMPED GEISMAR 1929, 4-INCHES BELOW GROUND.
 BJ1064'
 BJ1064'REFERENCE MARK NO. 3 IS 80.97 FEET SOUTH OF STATION IN THE
 BJ1064'FRONT YARD AND DRIVEWAY OF THE MRS. HALLS GROCERY STORE,
 BJ1064'132 PACES NORTH OF THE RIVER ROAD, 41 FEET SOUTHEAST OF THE
 BJ1064'CENTERLINE OF BLACK TOP ROAD, 12 FEET SOUTH SOUTHEAST OF
 BJ1064'A POWER POLE, 48.5 FEET SOUTH OF SOUTHWEST CORNER OF POST
 BJ1064'OFFICE, 41 FEET WEST OF SOUTHWEST CORNER OF MRS. HALLS GROCERY
 BJ1064'STORE, 47 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF
 BJ1064'A GREEN COLOR HOUSE, AT THE NORTH EDGE OF THE DRIVEWAY, A
 BJ1064'STANDARD DISK STAMPED GEISMAR NO. 3 1929, FLUSH WITH THE
 BJ1064'GROUND.
 BJ1064'
 BJ1064'REFERENCE MARK NO. 5 IS 121.05 FEET NORTHWEST OF THE STATION
 BJ1064'AT THE NORTHWEST CORNER OF THE OLD GEISMAR STORE, 63 FEET
 BJ1064'WEST OF CENTER LINE OF BLACK TOP ROAD, 9 FEET SOUTH OF THE
 BJ1064'NORTHEAST CORNER OF THE STORE, 1 FOOT EAST OF THE EAST SIDE
 BJ1064'OF STORE, 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 BJ1064'DISK STAMPED GEISMAR NO. 5 1929, PROJECTING 4 INCHES.
 BJ1064'
 BJ1064'P.B.M. NEW RIVER (MRC) IS 203.00 FEET NORTHWEST OF STATION,
 BJ1064'47 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS, 55 FEET WEST
 BJ1064'OF THE CENTERLINE OF BLACK TOP ROAD, 2.7 FEET NORTHEAST OF
 BJ1064'POWER POLE NO. 82, 59.4 FEET SOUTH OF A RAILROAD SIGNAL,
 BJ1064'102 FEET SOUTHEAST OF NORTHEAST CORNER OF THE RAILROAD STATION
 BJ1064'AT GEISMAR.  IT IS A 3-INCH IRON PIPE WITH STANDARD U.S.
 BJ1064'ARMY CORPS OF ENGINEERS BRASS CAP STAMPED P.B.M. NEW RIVER,
 BJ1064'PROJECTING 2 FEET.
 BJ1064'
 BJ1064'DISTANCE BETWEEN P.B.M. NEW RIVER (MRC) AND REFERENCE MARK
 BJ1064'NO. 5 IS 122.60 FEET.
 BJ1064'
 BJ1064'DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO.
 BJ1064'5 IS 168.20 FEET.
 BJ1064
 BJ1064                          STATION RECOVERY (1969)
 BJ1064
 BJ1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HDC)
 BJ1064'AT GEISMAR, NEAR THE JUNCTION OF OLD STATE HIGHWAY 30 AND STATE
 BJ1064'HIGHWAY 73, ABOUT 160 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION,
 BJ1064'NEAR THE NORTHEAST CORNER OF THE POST OFFICE BUILDING, 47.5 FEET
 BJ1064'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.5 FEET NORTHEAST OF
 BJ1064'THE NORTHEAST CORNER OF THE POST OFFICE BUILDING, 1.6 FEET NORTHEAST
 BJ1064'OF A FLAGPOLE, 0.2 FOOT NORTHEAST OF THE NORTHEAST EDGE OF A
 BJ1064'CONCRETE BASE SUPPORTING A FLAGPOLE, 241 FEET SOUTHWEST OF THE
 BJ1064'SOUTHWEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 1-1/2 FEET BELOW THE
 BJ1064'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 2 INCHES
 BJ1064'UNDERGROUND.
 BJ1064'
 BJ1064'REFERENCE MARK NO. 3 IS NEAR THE JUNCTION OF OLD STATE HIGHWAY 30
 BJ1064'(RIVER ROAD) AND 73, ABOUT 132 YARDS NORTHEAST OF THE CENTER LINE OF
 BJ1064'JUNCTION, 48.6 FEET SOUTHWEST CORNER OF THE POST OFFICE BUILDING,
 BJ1064'42 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 73, 53 FEET
 BJ1064'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE PAINTED GREEN,
 BJ1064'81.03 FEET SOUTHWEST OF THE STATION, 21.8 FEET SOUTH OF POWER LINE
 BJ1064'POLE NO. 56, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BJ1064'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1064'
 BJ1064'REFERENCE MARK NO. 5 IS 64.0 FEET WEST FROM CENTER LINE OF STATE
 BJ1064'HIGHWAY 73, 121 FEET NORTH OF STATION, 168.5 FEET SOUTHWEST OF WEST
 BJ1064'RAIL OF MAIN LINE OF KANSAS CITY SOUTHERN RAILROAD, 9.3 FEET
 BJ1064'NORTHEAST CORNER OF WOODEN FRAME BUILDING, 124.4 FEET NORTH OF
 BJ1064'NORTHWEST CORNER OF POST OFFICE AT GEISMAR, 150.5 FEET SOUTH OF THE
 BJ1064'SOUTHEAST CORNER OF CONCRETE BLOCK DEPOT.  DISK IN CONCRETE POST
 BJ1064'PROJECTING 4 INCHES ABOVE GROUND LEVEL AND 1.2 FEET NORTHEAST OF 1
 BJ1064'INCH IRON PIPE.
 BJ1064
 BJ1064                          STATION RECOVERY (1969)
 BJ1064
 BJ1064'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BJ1064'IN GEISMAR.
 BJ1064'IN GEISMAR NEAR THE JUNCTION OF OLD STATE HIGHWAY 30 AND STATE HIGHWAY
 BJ1064'73.  IT IS ABOUT 160 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION,
 BJ1064'NEAR THE NORTHEAST CORNER OF THE POST OFFICE BUILDING, 47.5 FEET
 BJ1064'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.5 FEET NORTHEAST OF THE
 BJ1064'NORTHEAST CORNER OF THE POST OFFICE BUILDING, 1.6 FEET NORTHEAST OF A
 BJ1064'FLAGPOLE, 0.2 FOOT NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE BASE
 BJ1064'SUPPORTING THE FLAGPOLE, 241 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 BJ1064'THE ILLINOIS CENTRAL RAILROAD, 1.5 FEET BELOW THE LEVEL OF THE
 BJ1064'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
 BJ1064
 BJ1064                          STATION RECOVERY (1970)
 BJ1064
 BJ1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ1064'THE STATION MARK, REFERENCE MARKS 3 AND 5 AND PBM NEW RIVERS (MRC)
 BJ1064'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND
 BJ1064'DIRECTIONS COMPARED FAVORABLY WITH THE PREVIOUS DATA.  DUE TO THE
 BJ1064'STATION MARK BEING TOO CLOSE TO THE POST OFFICE BUILDING TO ERRECT
 BJ1064'A STEEL TOWER.  REFERENCE MARK 6 WAS ESTABLISHED AND OCCUIPED FOR
 BJ1064'THE 1970 OBSERVATION.
 BJ1064'
 BJ1064'A TRAVERSE CONNECTION WAS MADE FROM GEISMAR 1929 TO REFERENCE MARK 6,
 BJ1064'DISTANCE AND DIRECTION SHOWN BELOW.
 BJ1064'
 BJ1064'FOR A COMPLETE NEW DESCRIPTION OF ALL THE MARKS, SEE THE DESCRIPTION
 BJ1064'FOR GEISMAR RM 6 THEREOF.
 BJ1064
 BJ1064                          STATION RECOVERY (1973)
 BJ1064
 BJ1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ1064'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 BJ1064'IT WAS NOT OCCUPIED AT THIS DATE.  THE MARK WAS USED AS A
 BJ1064'REFERENCE MARK FOR TRIANGULATION STATION GEISMAR 1929 R.M.
 BJ1064'6 1970.
 BJ1064'
 BJ1064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GEISMAR
 BJ1064
 BJ1064                          STATION RECOVERY (1973)
 BJ1064
 BJ1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BJ1064'RECOVERED IN GOOD CONDITION.
 BJ1064
 BJ1064                          STATION RECOVERY (1976)
 BJ1064
 BJ1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1064'160 YARDS NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 75 AND 73
 BJ1064'AT GEISMAR, 47.5 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 7.5
 BJ1064'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 0.2 FOOT
 BJ1064'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SLAB, 241 FEET SOUTH-
 BJ1064'WEST OF THE SOUTHWEST RAIL OF THE ILLINOIS CENTRAL RAILROAD.
 BJ1064
 BJ1064                          STATION RECOVERY (1986)
 BJ1064
 BJ1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1064'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1063 ***********************************************************************
 BJ1063  DESIGNATION -  GEISMAR RM 6
 BJ1063  PID         -  BJ1063
 BJ1063  STATE/COUNTY-  LA/ASCENSION
 BJ1063  USGS QUAD   -  CARVILLE (1992)
 BJ1063
 BJ1063                         *CURRENT SURVEY CONTROL
 BJ1063  ___________________________________________________________________
 BJ1063* NAD 83(1992)-  30 12 11.87920(N)    091 01 21.46612(W)     ADJUSTED  
 BJ1063* NAVD 88     -         6.86   (+/-2cm)      22.5  **(feet)  VERTCON   
 BJ1063  **This station is located in a subsidence area (see below).
 BJ1063  ___________________________________________________________________
 BJ1063  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ1063  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BJ1063
 BJ1063  HORZ ORDER  -  FIRST
 BJ1063  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1063
 BJ1063.The horizontal coordinates were established by classical geodetic methods
 BJ1063.and adjusted by the National Geodetic Survey in January 1993..
 BJ1063
 BJ1063 ** The orthometric height has not been validated since last determined
 BJ1063 ** by differential leveling and should not be used for control purposes.
 BJ1063 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1063 ** area with valid NAVD 88 orthometric heights.
 BJ1063 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1063 ** epoch indicated which incorporates improved geoid heights for the
 BJ1063 ** Southern Louisiana Subsidence area.
 BJ1063 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1063.The vertical order pertains to the NGVD 29 superseded value.
 BJ1063
 BJ1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1063
 BJ1063.The geoid height was determined by GEOID03.
 BJ1063
 BJ1063;                    North         East     Units Scale Factor Converg.
 BJ1063;SPC LA S     -   188,841.969 1,029,915.294   MT  0.99993196   +0 09 19.3
 BJ1063;SPC LA S     -   619,559.03  3,378,980.43   sFT  0.99993196   +0 09 19.3
 BJ1063;UTM  15      - 3,342,965.710   690,341.683   MT  1.00004699   +0 59 42.2
 BJ1063
 BJ1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1063!SPC LA S     -   1.00000314  x   0.99993196  =   0.99993510
 BJ1063!UTM  15      -   1.00000314  x   1.00004699  =   1.00005013
 BJ1063
 BJ1063:                Primary Azimuth Mark                     Grid Az
 BJ1063:SPC LA S     -  GEISMAR AZ MK                            033 50 47.5
 BJ1063:UTM  15      -  GEISMAR AZ MK                            033 00 24.6
 BJ1063
 BJ1063|---------------------------------------------------------------------|
 BJ1063| PID    Reference Object                     Distance      Geod. Az  |
 BJ1063|                                                           dddmmss.s |
 BJ1063| CW1393 GEISMAR AZ MK                                      0340006.8 |
 BJ1063| BJ4484 DONALDSONVILLE MP RR MICROWAVE      APPROX.12.4 KM 1641409.6 |
 BJ1063| BJ1143 GEISMAR RM 3                         54.364 METERS 27932     |
 BJ1063| BJ1064 GEISMAR                              44.388 METERS 30605     |
 BJ1063| BJ1065 GEISMAR RM 5                         78.343 METERS 32010     |
 BJ1063|---------------------------------------------------------------------|
 BJ1063
 BJ1063                          SUPERSEDED SURVEY CONTROL
 BJ1063
 BJ1063  NAD 83(1986)-  30 12 11.89694(N)    091 01 21.46576(W) AD(       ) 1
 BJ1063  NAD 27      -  30 12 11.19019(N)    091 01 21.10147(W) AD(       ) 1
 BJ1063  NGVD 29 (??/??/??)    6.910  (m)           22.67   (f) ADJUSTED    1 1
 BJ1063
 BJ1063.Superseded values are not recommended for survey control.
 BJ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1063.See file dsdata.txt to determine how the superseded data were derived.
 BJ1063
 BJ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9034242966(NAD 83)
 BJ1063_MARKER: DR = REFERENCE MARK DISK
 BJ1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1063_STAMPING: GEISMAR 1929 NO 6 1970
 BJ1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1063+STABILITY: SURFACE MOTION
 BJ1063
 BJ1063  HISTORY     - Date     Condition        Report By
 BJ1063  HISTORY     - 1970     MONUMENTED       NGS
 BJ1063  HISTORY     - 1970     GOOD             CGS
 BJ1063  HISTORY     - 1973     GOOD             NGS
 BJ1063  HISTORY     - 1976     GOOD             NGS
 BJ1063  HISTORY     - 1981     GOOD             LADTD
 BJ1063  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1063
 BJ1063                          STATION DESCRIPTION
 BJ1063
 BJ1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ1063'STATION IS LOCATED IN THE SMALL TOWN OF GEISMAR, 124 FEET
 BJ1063'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE GEISMAR POST OFFICE
 BJ1063'BUILDING AND ON PROPERTY WHICH IS OWNED BY MR. M.L. GEISMAR OF
 BJ1063'GENERAL DELIVERY, GEISMAR, LOUISIANA, 70734.
 BJ1063'
 BJ1063'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED GEISMAR 1929
 BJ1063'NO 6 1970.  SURFACE MARK DISK IS SET IN THE TOP OF A CYLINDRICAL
 BJ1063'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  THE SUB-SURFACE
 BJ1063'MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42
 BJ1063'INCHES BELOW THE GROUND SURFACE.  MARK IS 193 FEET
 BJ1063'EAST-SOUTHEAST OF STATE HIGHWAY 73, 124.0 FEET EAST-SOUTHEAST OF
 BJ1063'THE SOUTHEAST CORNER OF THE POST OFFICE BUILDING, 107.0 FEET
 BJ1063'NORTHEAST OF THE NORTHEAST CORNER OF THE HALL STORE AND 11.0 FEET
 BJ1063'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 BJ1063'
 BJ1063'GEISMAR 1929 IS A STANDARD STATION MARK DISK, STAMPED GEISMAR 1929 EL
 BJ1063'23 FT, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 3
 BJ1063'INCHES BELOW THE GROUND SURFACE.  THE SUB-SURFACE DISK IS
 BJ1063'PRESUMABLY STAMPED GEISMAR 1929, SET IN AN IRREGULAR MASS OF
 BJ1063'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.  MARK IS 47
 BJ1063'FEET EAST-SOUTHEAST OF STATE HIGHWAY 73, 7.3 FEET NORTH-NORTHEAST
 BJ1063'OF THE NORTHEAST CORNER OF THE POST OFFICE BUILDING AND 1.6 FEET
 BJ1063'NORTH-NORTHEAST OF A 3-INCH METAL FLAG POLE.
 BJ1063'
 BJ1063'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED GEISMAR
 BJ1063'NO 3 1929, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ1063'3 INCHES BELOW THE GROUND SURFACE.  MARK IS 48.5 FEET SOUTH-SOUTHWEST
 BJ1063'OF THE SOUTHWEST CORNER OF THE POST OFFICE BUILDING, 41-1/2 FEET
 BJ1063'EAST-SOUTHEAST OF STATE HIGHWAY 73, 42.0 FEET WEST-SOUTHWEST OF
 BJ1063'THE NORTHWEST CORNER OF THE HALL STORE AND 31.2 FEET SOUTH OF A
 BJ1063'POWERLINE POLE.
 BJ1063'
 BJ1063'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK, STAMPED GEISMAR
 BJ1063'NO 5 1929, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 BJ1063'PROJECTS 4 INCHES.  MARK IS 63 FEET WEST-NORTHWEST OF HIGHWAY 73,
 BJ1063'1.7 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CARTER
 BJ1063'CHAMBERS STORE BUILDING AND 1.2 FEET NORTH OF A 1-INCH METAL
 BJ1063'POLE.
 BJ1063'
 BJ1063'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED GEISMAR 1929
 BJ1063'1970, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT PROJECTING 3
 BJ1063'INCHES.  MARK IS 40 FEET WEST-NORTHWEST OF STATE HIGHWAY 73, 1.5
 BJ1063'FEET SOUTH OF A METAL WITNESS POST AND 1.2 FEET EAST-SOUTHEAST OF A
 BJ1063'FENCELINE.
 BJ1063'
 BJ1063'AZIMUTH MARK IS REACHED FROM THE GEISMAR POST OFFICE.  GO NORTH
 BJ1063'NORTH-NORTHEAST ON HIGHWAY 73 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 BJ1063'
 BJ1063'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 BJ1063
 BJ1063                          STATION RECOVERY (1970)
 BJ1063
 BJ1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 BJ1063'IN GEISMAR.
 BJ1063'0.1 MILE NORTHEAST OF JUNCTION OF STATE HIGHWAY 75 AND 73, 193 FEET
 BJ1063'EAST-SOUTHEAST OF CENTER LINE OF STATE HIGHWAY 73, 116.5 FEET EAST-
 BJ1063'SOUTHEAST OF THE NORTHEAST CORNER OF WOODEN BUILDING, 45 FEET
 BJ1063'NORTHEAST OF A PRIVATE DRIVE LEADING EAST, 41 FEET SOUTHWEST OF A
 BJ1063'36-INCH TREE. A DISK SET IN THE TOP OF A CONCRETE POST AND ABOUT
 BJ1063'LEVEL WITH THE GROUND. 11 FEET NORTHWEST OF A WITNESS POST.
 BJ1063
 BJ1063                          STATION RECOVERY (1973)
 BJ1063
 BJ1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ1063'THE STATION MARK, THE 1929 STATION MARK, REFERENCE MARKS 3 AND 5 AND
 BJ1063'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BJ1063'THE DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1970
 BJ1063'DATA.  THE DISTANCE TO THE 1929 STATION AND REFERENCE MARK 5 COMPARED
 BJ1063'FAVORABLY WITH THE 1970 DATA, HOWEVER A SHORTER DISTANCE OF
 BJ1063'2.746 METERS TO REFERENCE MARK 3 WAS NOTED AND VERIFIED.  A
 BJ1063'COMPLETE NEW DESCRIPTION FOLLOWS--
 BJ1063'
 BJ1063'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF THE SUNSHINE
 BJ1063'BRIDGE OVER THE MISSISSIPPI RIVER, 7 MILES NORTH OF DONALDSONVILLE,
 BJ1063'6.5 MILES SOUTHWEST OF GONZALES AND 124 FEET EAST-SOUTHEAST OF THE
 BJ1063'ABANDONED POST OFFICE IN THE SMALL VILLAGE OF GEISMAR.  THE
 BJ1063'PROPERTY IS OWNED BY MR. M. L. GEISMAR, GENERAL DELIVERY, GEISMAR,
 BJ1063'LOUISIANA. PHONE NUMBER 673-6254.
 BJ1063'
 BJ1063'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 73 IN
 BJ1063'GEISMAR GO NORTHEAST ON STATE HIGHWAY 73 FOR 0.1 MILE TO A DRIVEWAY
 BJ1063'ON THE RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE NORTHEAST ON STATE
 BJ1063'HIGHWAY 73 FOR 0.3 MILE TO THE MARK ON THE LEFT.) TURN RIGHT AND
 BJ1063'GO EASTERLY ON THE GRAVELED DRIVEWAY FOR ABOUT 150 FEET TO THE
 BJ1063'STATION ON THE LEFT IN FRONT OF THE RIVER ROAD TRAILER PARK.
 BJ1063'
 BJ1063'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED GEISMAR
 BJ1063'1929 NO 6 1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BJ1063'12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 BJ1063'193 FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 73, 49 FEET
 BJ1063'NORTHEAST OF THE CENTER OF THE GRAVELED DRIVEWAY AND 11 FEET
 BJ1063'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 BJ1063'
 BJ1063'THE MARK IS A STANDARD STATION MARK DISK STAMPED GEISMAR 1929, SET IN
 BJ1063'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ1063'AND IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 47 FEET
 BJ1063'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 73 AND 7.3 FEET
 BJ1063'NORTHEAST OF THE NORTHWEST CORNER OF THE ABANDONED POST OFFICE
 BJ1063'BUILDING.
 BJ1063'
 BJ1063'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GEISMAR NO 3 1929, SET IN
 BJ1063'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ1063'AND IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 48.5 FEET SOUTHWEST
 BJ1063'OF THE SOUTHWEST CORNER OF THE ABANDONED POST OFFICE BUILDING,
 BJ1063'41.5 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 73 AND 13 FEET
 BJ1063'SOUTH OF A POWER POLE WITH A TRANSFORMER.
 BJ1063'
 BJ1063'REFERENCE MARK 5 IS A STANDARD DISK STAMPED GEISMAR NO 5 1929, SET IN
 BJ1063'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ1063'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET WEST-NORTHWEST
 BJ1063'OF THE CENTER OF STATE HIGHWAY 73, 2 FEET EAST-NORTHEAST OF THE
 BJ1063'CORNER OF A WOODEN BUILDING AND 1 FOOT NORTH OF A 2-INCH IRON PIPE.
 BJ1063'
 BJ1063'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GEISMAR 1929 1970, SET IN
 BJ1063'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ1063'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET
 BJ1063'WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 73, 1.5 FEET SOUTH
 BJ1063'OF A METAL WITNESS POST WITH SIGN AND 1 FOOT EAST-SOUTHEAST OF A
 BJ1063'FENCE.
 BJ1063'
 BJ1063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GEISMAR.
 BJ1063
 BJ1063                          STATION RECOVERY (1976)
 BJ1063
 BJ1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1063'RECOVERED IN GOOD CONDITION.
 BJ1063
 BJ1063                          STATION RECOVERY (1981)
 BJ1063
 BJ1063'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ1063'RECOVERED IN GOOD CONDITION.
 BJ1063
 BJ1063                          STATION RECOVERY (1986)
 BJ1063
 BJ1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1063'NOT RECOVERED, MEASUREMENTS DO NOT WORK OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2887 ***********************************************************************
 CQ2887  DESIGNATION -  GENTRY
 CQ2887  PID         -  CQ2887
 CQ2887  STATE/COUNTY-  LA/BIENVILLE
 CQ2887  USGS QUAD   -  BRYCELAND (1986)
 CQ2887
 CQ2887                         *CURRENT SURVEY CONTROL
 CQ2887  ___________________________________________________________________
 CQ2887* NAD 83(1992)-  32 24 36.58497(N)    092 53 49.74526(W)     ADJUSTED  
 CQ2887* NAVD 88     -       155.8    (meters)     511.     (feet)  VERTCON   
 CQ2887  ___________________________________________________________________
 CQ2887  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CQ2887  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ2887
 CQ2887  HORZ ORDER  -  FIRST
 CQ2887
 CQ2887.The horizontal coordinates were established by classical geodetic methods
 CQ2887.and adjusted by the National Geodetic Survey in January 1993..
 CQ2887
 CQ2887.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2887
 CQ2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2887
 CQ2887.The geoid height was determined by GEOID03.
 CQ2887
 CQ2887;                    North         East     Units Scale Factor Converg.
 CQ2887;SPC LA N     -   211,860.754   962,641.827   MT  0.99995156   -0 12 35.9
 CQ2887;SPC LA N     -   695,079.82  3,158,267.39   sFT  0.99995156   -0 12 35.9
 CQ2887;UTM  15      - 3,585,905.238   509,671.102   MT  0.99960115   +0 03 18.4
 CQ2887
 CQ2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2887!SPC LA N     -   0.99997956  x   0.99995156  =   0.99993112
 CQ2887!UTM  15      -   0.99997956  x   0.99960115  =   0.99958072
 CQ2887
 CQ2887:                Primary Azimuth Mark                     Grid Az
 CQ2887:SPC LA N     -  GENTRY AZ MK                             015 05 29.2
 CQ2887:UTM  15      -  GENTRY AZ MK                             014 49 34.9
 CQ2887
 CQ2887|---------------------------------------------------------------------|
 CQ2887| PID    Reference Object                     Distance      Geod. Az  |
 CQ2887|                                                           dddmmss.s |
 CQ2887| CY3639 GENTRY AZ MK                                       0145253.3 |
 CQ2887| CQ2945 SIMSBORO RURAL STANDPIPE            APPROX.13.5 KM 0394407.2 |
 CQ2887| CY3640 GENTRY RM 1                          19.960 METERS 13128     |
 CQ2887| CQ2886 GENTRY HILL LOT                      37.425 METERS 17108     |
 CQ2887| CQ3002 JACKSON                             APPROX.20.1 KM 3085945.2 |
 CQ2887| CY3641 GENTRY RM 3                          16.082 METERS 33508     |
 CQ2887| CQ2958 ARCADIA UNITED MICRO KGU 44         APPROX.14.2 KM 3420304.5 |
 CQ2887| CQ2957 ARCADIA W MUN TANK                  APPROX.16.1 KM 3490652.1 |
 CQ2887|---------------------------------------------------------------------|
 CQ2887
 CQ2887                          SUPERSEDED SURVEY CONTROL
 CQ2887
 CQ2887  NAD 83(1986)-  32 24 36.59817(N)    092 53 49.73680(W) AD(       ) 1
 CQ2887  NAD 27      -  32 24 36.04417(N)    092 53 49.17080(W) AD(       ) 1
 CQ2887  NGVD 29 (07/19/86)  155.9    (m)          511.     (f) VERT ANG       
 CQ2887
 CQ2887.Superseded values are not recommended for survey control.
 CQ2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2887.See file dsdata.txt to determine how the superseded data were derived.
 CQ2887
 CQ2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0967185905(NAD 83)
 CQ2887_MARKER: DS = TRIANGULATION STATION DISK
 CQ2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2887_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2887
 CQ2887  HISTORY     - Date     Condition        Report By
 CQ2887  HISTORY     - 1971     MONUMENTED       NGS
 CQ2887
 CQ2887                          STATION DESCRIPTION
 CQ2887
 CQ2887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2887'RMS MEASUREMENTS WERE MADE WITH A 30 METER AND A 300 FOOT TAPE
 CQ2887'5 KGS. TENSION.
 CQ2887'
 CQ2887'THE STATION IS ABOUT 11 MILES NORTHWEST OF QUITMAN, 10.5 MILES
 CQ2887'SOUTHWEST OF SIMSBORO, 10 MILES SOUTH-SOUTHEAST OF ARCADIA, 6
 CQ2887'MILES NORTHEAST OF BIENVILLE, IN SECTION 32, T 17 N, R 5 W, AND
 CQ2887'ON LAND OWNED BY MR. ED BARNES, RUSTON, LOUISIANA, 71270.
 CQ2887'
 CQ2887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CQ2887'STATE HIGHWAY 507 IN SIMSBORO, GO SOUTH AND SOUTHWEST ON STATE
 CQ2887'HIGHWAY 507 FOR 4.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ2887'815.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 507 FOR 4.25
 CQ2887'MILES TO THE JUNCTION OF STATE HIGHWAY 147.  CONTINUE SOUTHWEST
 CQ2887'ON STATE HIGHWAY 507 FOR 2.85 MILES TO A SIDE EAST ON A GRAVELED
 CQ2887'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CQ2887'SOUTHEAST ON THE GRAVELED ROAD FOR 0.1 MILE AND THE STATION ON
 CQ2887'THE RIGHT.
 CQ2887'
 CQ2887'STATION MARKS ARE STANDARD DISKS STAMPED GENTRY 1971.  THE
 CQ2887'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2887'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 67 FEET
 CQ2887'NORTHWEST OF A POWERLINE POLE, 34 FEET WEST OF THE CENTER OF
 CQ2887'THE GRAVELED ROAD, 24 FEET NORTHEAST OF A 10-INCH PINE TREE AND
 CQ2887'19 FEET EAST OF A 12-INCH OAK TREE.  THE UNDERGROUND MARK IS SET
 CQ2887'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CQ2887'GROUND SURFACE.
 CQ2887'
 CQ2887'REFERENCE MARK 1, A STANDARD DISK STAMPED GENTRY NO 1 1971,
 CQ2887'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2887'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET SOUTHWEST
 CQ2887'OF A 12-INCH PINE TREE, 21 FEET EAST OF THE CENTER OF THE
 CQ2887'GRAVELED ROAD AND 16 FEET NORTHEAST OF THE POWERLINE POLE.
 CQ2887'
 CQ2887'REFERENCE MARK 2, A U.S. CORPS OF ENGINEERS DISK STAMPED SITE 33
 CQ2887'MARK 1966, IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT
 CQ2887'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET
 CQ2887'EAST OF A 22-INCH OAK TREE AND 23 FEET SOUTHWEST OF THE SOUTHWEST
 CQ2887'CORNER OF A SMALL FRAME BUILDING.  UNDER THE CENTER OF THE
 CQ2887'GENTRY HILL, LOOKOUT TOWER.
 CQ2887'
 CQ2887'REFERENCE MARK 3, A U.S. CORPS OF ENGINEERS DISK STAMPED SITE 33
 CQ2887'AZIMUTH 1966, IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 CQ2887'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ2887'69 FEET WEST-NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 30
 CQ2887'FEET NORTH OF A 10-INCH OAK TREE, 8 FEET SOUTHEAST OF AN 18-INCH
 CQ2887'OAK TREE AND 3 FEET SOUTHEAST OF A 4 INCH WOODEN WITNESS POST.
 CQ2887'
 CQ2887'THE AZIMUTH MARK, A STANDARD DISK STAMPED GENTRY 1971, IS SET
 CQ2887'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2887'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET EAST
 CQ2887'OF THE CENTER OF THE GRAVELED ROAD, 3 FEET SOUTH OF A METAL
 CQ2887'WITNESS POST AND 1 FOOT SOUTH OF A POWERLINE POLE.
 CQ2887'
 CQ2887'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2886 ***********************************************************************
 CQ2886  DESIGNATION -  GENTRY HILL LOT
 CQ2886  PID         -  CQ2886
 CQ2886  STATE/COUNTY-  LA/BIENVILLE
 CQ2886  USGS QUAD   -  BRYCELAND (1986)
 CQ2886
 CQ2886                         *CURRENT SURVEY CONTROL
 CQ2886  ___________________________________________________________________
 CQ2886* NAD 83(1992)-  32 24 35.38456(N)    092 53 49.52446(W)     ADJUSTED  
 CQ2886* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 CQ2886  ___________________________________________________________________
 CQ2886  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CQ2886  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ2886
 CQ2886  HORZ ORDER  -  THIRD
 CQ2886
 CQ2886.The horizontal coordinates were established by classical geodetic methods
 CQ2886.and adjusted by the National Geodetic Survey in January 1993..
 CQ2886
 CQ2886.The orthometric height was scaled from a topographic map.
 CQ2886
 CQ2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2886
 CQ2886.The geoid height was determined by GEOID03.
 CQ2886
 CQ2886;                    North         East     Units Scale Factor Converg.
 CQ2886;SPC LA N     -   211,823.757   962,647.461   MT  0.99995151   -0 12 35.8
 CQ2886;SPC LA N     -   694,958.44  3,158,285.88   sFT  0.99995151   -0 12 35.8
 CQ2886;UTM  15      - 3,585,868.281   509,676.904   MT  0.99960115   +0 03 18.6
 CQ2886
 CQ2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2886!SPC LA N     -   0.99997954  x   0.99995151  =   0.99993106
 CQ2886!UTM  15      -   0.99997954  x   0.99960115  =   0.99958070
 CQ2886
 CQ2886                          SUPERSEDED SURVEY CONTROL
 CQ2886
 CQ2886  NAD 83(1986)-  32 24 35.39772(N)    092 53 49.51625(W) AD(       ) 4
 CQ2886  NAD 27      -  32 24 34.84377(N)    092 53 48.94993(W) AD(       ) 3
 CQ2886
 CQ2886.Superseded values are not recommended for survey control.
 CQ2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2886.See file dsdata.txt to determine how the superseded data were derived.
 CQ2886
 CQ2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0967785868(NAD 83)
 CQ2886_MARKER: 57 = LOOKOUT TOWER
 CQ2886
 CQ2886  HISTORY     - Date     Condition        Report By
 CQ2886  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2886
 CQ2886                          STATION DESCRIPTION
 CQ2886
 CQ2886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2886'GENTRY HILL LOOKOUT TOWER IS LOCATED 10-3/4 MILES
 CQ2886'SOUTHWEST OF SIMSBORO AND 6 MILES NORTHEAST OF BIENVILLE, ON THE
 CQ2886'SECOND HIGHEST POINT IN LOUISIANA.
 CQ2886'
 CQ2886'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 147 AND 507 ABOUT
 CQ2886'8 MILES SOUTHWEST OF SIMSBORO ON 507, GO SOUTHWEST ON HIGHWAY
 CQ2886'507 FOR 1.9 MILES TO STATE HIGHWAY 797 ON THE RIGHT.  CONTINUE
 CQ2886'SOUTHWEST ON HIGHWAY 507 FOR 0.95 MILE TO A DIRT ROAD LEFT AND
 CQ2886'SIGN GENTRY HILL FIRE TOWER.  TURN LEFT AND GO SOUTHERLY 0.25
 CQ2886'MILE TO THE TOWER ON THE HIGHEST PART OF THE HILL.
 CQ2886'
 CQ2886'THE POINT INTERSECTED IS THE TOP CENTER OF A 6-FOOT SQUARE
 CQ2886'CABIN SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH AN OVERALL
 CQ2886'HEIGHT OF 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1352 ***********************************************************************
 AU1352  DESIGNATION -  GEORGIA
 AU1352  PID         -  AU1352
 AU1352  STATE/COUNTY-  LA/LAFOURCHE
 AU1352  USGS QUAD   -  LOCKPORT (1980)
 AU1352
 AU1352                         *CURRENT SURVEY CONTROL
 AU1352  ___________________________________________________________________
 AU1352* NAD 83(1992)-  29 41 41.18066(N)    090 33 08.21664(W)     ADJUSTED  
 AU1352* NAVD 88     -         4.33   (+/-2cm)      14.2  **(feet)  VERTCON   
 AU1352  **This station is located in a subsidence area (see below).
 AU1352  ___________________________________________________________________
 AU1352  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU1352  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU1352
 AU1352  HORZ ORDER  -  FIRST
 AU1352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AU1352
 AU1352.The horizontal coordinates were established by classical geodetic methods
 AU1352.and adjusted by the National Geodetic Survey in January 1993..
 AU1352
 AU1352 ** The orthometric height has not been validated since last determined
 AU1352 ** by differential leveling and should not be used for control purposes.
 AU1352 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1352 ** area with valid NAVD 88 orthometric heights.
 AU1352 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1352 ** epoch indicated which incorporates improved geoid heights for the
 AU1352 ** Southern Louisiana Subsidence area.
 AU1352 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1352.The vertical order pertains to the NGVD 29 superseded value.
 AU1352
 AU1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1352
 AU1352.The geoid height was determined by GEOID03.
 AU1352
 AU1352;                    North         East     Units Scale Factor Converg.
 AU1352;SPC LA S     -   132,691.924 1,075,585.122   MT  0.99993992   +0 23 25.9
 AU1352;SPC LA S     -   435,340.09  3,528,815.52   sFT  0.99993992   +0 23 25.9
 AU1352;UTM  15      - 3,287,471.455   736,832.738   MT  1.00029211   +1 12 47.2
 AU1352
 AU1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1352!SPC LA S     -   1.00000332  x   0.99993992  =   0.99994324
 AU1352!UTM  15      -   1.00000332  x   1.00029211  =   1.00029543
 AU1352
 AU1352:                Primary Azimuth Mark                     Grid Az
 AU1352:SPC LA S     -  MATHEWS SOUTH COAST CORP TANK            085 04 48.3
 AU1352:UTM  15      -  MATHEWS SOUTH COAST CORP TANK            084 15 27.0
 AU1352
 AU1352|---------------------------------------------------------------------|
 AU1352| PID    Reference Object                     Distance      Geod. Az  |
 AU1352|                                                           dddmmss.s |
 AU1352| AU3141 MATHEWS SOUTH COAST CORP TANK       APPROX. 0.8 KM 0852814.2 |
 AU1352| AU1353 GEORGIA RM 1                         70.361 METERS 09908     |
 AU1352| AU3137 TT 26 L USGS 1934                   126.851 METERS 12348     |
 AU1352| AU3140 LOCKPORT MUNICIPAL TANK             APPROX. 5.5 KM 1651501.5 |
 AU1352| AU3020 MONTEGUT WATER TANK                 APPROX.24.0 KM 1810751.8 |
 AU1352| DD7126 GEORGIA AZ MK                                      3153953.4 |
 AU1352| AU1351 GEORGIA RM 2                         79.060 METERS 31733     |
 AU1352| AU3139 RACELAND SUGAR REFINERY TANK        APPROX. 5.6 KM 3175545.0 |
 AU1352|---------------------------------------------------------------------|
 AU1352
 AU1352                          SUPERSEDED SURVEY CONTROL
 AU1352
 AU1352  NAD 83(1986)-  29 41 41.19884(N)    090 33 08.21969(W) AD(       ) 1
 AU1352  NAD 27      -  29 41 40.43552(N)    090 33 07.91076(W) AD(       ) 1
 AU1352  NGVD 29 (??/??/??)    4.389  (m)           14.40   (f) ADJUSTED    2 0
 AU1352
 AU1352.Superseded values are not recommended for survey control.
 AU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1352.See file dsdata.txt to determine how the superseded data were derived.
 AU1352
 AU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3683387471(NAD 83)
 AU1352_MARKER: DS = TRIANGULATION STATION DISK
 AU1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1352_STAMPING: GEORGIA 1934
 AU1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1352+STABILITY: SURFACE MOTION
 AU1352
 AU1352  HISTORY     - Date     Condition        Report By
 AU1352  HISTORY     - 1934     MONUMENTED       CGS
 AU1352  HISTORY     - 1955     GOOD             CGS
 AU1352  HISTORY     - 1955     GOOD             CGS
 AU1352  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU1352  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU1352  HISTORY     - 1972     MARK NOT FOUND   NGS
 AU1352
 AU1352                          STATION DESCRIPTION
 AU1352
 AU1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU1352'ABOUT 0.25 MILE NW OF THE SOUTH COAST COMPANY STORE IN MATHEWS,
 AU1352'ON THE W SIDE OF STATE HIGHWAY 77 AND 16.50 METERS (54.1 FEET)
 AU1352'FROM ITS CENTER LINE, 11 METERS (36 FEET) E OF THE E BANK OF
 AU1352'BAYOU LAFOURCHE.
 AU1352'
 AU1352'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 AU1352'
 AU1352'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU1352'IS ON THE N EDGE OF A CEMETERY,
 AU1352'70 FEET E OF THE CENTER LINE OF ROUTE 77, AND 70.46 METERS
 AU1352'(231.2 FEET) FROM THE STATION S 80 DEG 57 MIN E.
 AU1352'
 AU1352'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU1352'IS 30 FEET W OF THE CENTER LINE OF
 AU1352'ROUTE 77, AND 79.06 METERS (259.4 FEET) FROM THE STATION
 AU1352'N 42 DEG 27 MIN W.
 AU1352'
 AU1352'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU1352'IS 30 FEET E OF THE CENTER LINE OF ROUTE
 AU1352'77, AND ABOUT 0.8 MILE FROM THE STATION N 42 DEG 20 MIN W.
 AU1352'
 AU1352'TT 26L (USGS) (1932) IS 126.85 METERS (416.2 FEET) FROM THE
 AU1352'STATION S 56 DEG 12 MIN E.
 AU1352
 AU1352                          STATION RECOVERY (1955)
 AU1352
 AU1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 AU1352'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE
 AU1352'AT RACELAND, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AU1352'HIGHWAY, 25 FEET WEST OF TELEPHONE POLE 672, 2 FEET NORTHWEST
 AU1352'OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP
 AU1352'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 AU1352'STAMPED GEORGIA 1934.
 AU1352'
 AU1352'GEORGIA R.M. 1 IS 231 FEET EAST OF TRIANGULATION STATION GEORGIA
 AU1352'1934, AT THE NORTHWEST EDGE OF A CEMETERY, 81 FEET NORTHEAST
 AU1352'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF A 36
 AU1352'INCH HACKBERRY TREE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 AU1352'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AU1352'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED GEORGIA NO 1 1934.
 AU1352'
 AU1352'GEORGIA R.M. 2 IS 259.0 FEET NORTHWEST OF TRIANGULATION STATION
 AU1352'GEORGIA 1934, 62 FEET NORTHWEST OF TELEPHONE POLE 670, 37 FEET
 AU1352'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST
 AU1352'OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF A
 AU1352'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 AU1352'GEORGIA NO 2 1934.
 AU1352
 AU1352                          STATION RECOVERY (1955)
 AU1352
 AU1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 AU1352'3.9 MI SE FROM RACELAND.
 AU1352'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE AT
 AU1352'RACELAND, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 AU1352'WEST OF TELEPHONE POLE 672, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 AU1352'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AU1352
 AU1352                          STATION RECOVERY (1965)
 AU1352
 AU1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1352'THE STATION MARK AND R.M. 2 WERE SEARCHED FOR BUT NOT RECOVERED.
 AU1352'
 AU1352'R.M. 1, STAMPED GEORGIA NO 1 1934, IS ABOUT 4 MILES SOUTHEAST
 AU1352'ALONG STATE HIGHWAY 308 FROM THE POST OFFICE AT RACELAND, OR 3.8
 AU1352'MILES NORTHWEST OF THE CONCRETE BRIDGE OVER LAFOURCHE BAYOU AT
 AU1352'LOCKPORT, IN FRACTIONAL SECTION 6, T 16 S, R 19 E, 0.25 MILE
 AU1352'NORTHWEST OF A DRAW BRIDGE IN THE COMMUNITY OF MATHEWS, AT THE
 AU1352'NORTHWEST EDGE OF A SMALL CEMETERY, 198 FEET NORTHWEST OF
 AU1352'THE WEST CORNER OF A FRAME CHURCH, 141-1/2 FEET WEST-SOUTHWEST
 AU1352'OF A LONE 33-INCH HACKBERRY TREE, 63 FEET NORTHEAST OF A POWER
 AU1352'POLE, 82 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 AU1352'308, 42.6 FEET NORTH OF THE NORTH CORNER OF THE CONCRETE TOMB
 AU1352'OF FELIX TOMMEY, 1-1/2 FEET SOUTHWEST OF A 4-INCH BY 4-INCH
 AU1352'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 AU1352'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AU1352
 AU1352                          STATION RECOVERY (1965)
 AU1352
 AU1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1352'MARK NOT FOUND.
 AU1352
 AU1352                          STATION RECOVERY (1972)
 AU1352
 AU1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU1352'THE STATION MARK WAS THOROUGHLY SEARCHED FOR AFTER AN INVERSE WAS
 AU1352'COMPLETED, AND WAS NOT RECOVERED AND WAS BELIEVED DESTROYED DUE
 AU1352'TO A PLOWED CANE FIELD IN THE AREA.  REFERENCE MARK 2 WAS
 AU1352'SEARCHED FOR AND WAS NOT RECOVERED.  REFERENCE MARK 1 WAS
 AU1352'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  SEE GEORGIA 2
 AU1352'DESCRIPTION..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0392 ***********************************************************************
 CQ0392  DESIGNATION -  GEORGIA
 CQ0392  PID         -  CQ0392
 CQ0392  STATE/COUNTY-  LA/CALDWELL
 CQ0392  USGS QUAD   -  COLUMBIA (1989)
 CQ0392
 CQ0392                         *CURRENT SURVEY CONTROL
 CQ0392  ___________________________________________________________________
 CQ0392* NAD 83(1986)-  32 06 57.     (N)    092 04 22.     (W)     SCALED    
 CQ0392* NAVD 88     -        19.96   (+/-2cm)      65.5    (feet)  VERTCON   
 CQ0392  ___________________________________________________________________
 CQ0392  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0392
 CQ0392  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0392
 CQ0392.The horizontal coordinates were scaled from a topographic map and have
 CQ0392.an estimated accuracy of +/- 6 seconds.
 CQ0392
 CQ0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0392.The vertical order pertains to the NGVD 29 superseded value.
 CQ0392
 CQ0392.The geoid height was determined by GEOID03.
 CQ0392
 CQ0392;                    North         East    Units  Estimated Accuracy
 CQ0392;SPC LA N     -   179,240.    1,040,320.      MT  (+/- 180 meters Scaled)
 CQ0392
 CQ0392                          SUPERSEDED SURVEY CONTROL
 CQ0392
 CQ0392  NGVD 29 (??/??/??)   19.984  (m)           65.56   (f) ADJUSTED    1 2
 CQ0392
 CQ0392.Superseded values are not recommended for survey control.
 CQ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0392.See file dsdata.txt to determine how the superseded data were derived.
 CQ0392
 CQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR874536(NAD 83)
 CQ0392_MARKER: P = PIPE CAP
 CQ0392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0392_STAMPING: GEORGIA 1928 65.44
 CQ0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0392
 CQ0392  HISTORY     - Date     Condition        Report By
 CQ0392  HISTORY     - 1928     MONUMENTED       DOD
 CQ0392  HISTORY     - 1966     GOOD             CGS
 CQ0392  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0392
 CQ0392                          STATION DESCRIPTION
 CQ0392
 CQ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0392'0.7 MI N FROM COLUMBIA.
 CQ0392'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0392'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.1 MILE
 CQ0392'NORTHWEST ALONG OLD U.S. HIGHWAY 165, IN SECTION 42, T 13 N, R 4 E,
 CQ0392'ABOUT 0.1 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 165 AND STATE
 CQ0392'HIGHWAY 4, ABOUT 85 YARDS SOUTH OF A LARGE STORAGE TANK, ON PROPERTY
 CQ0392'BELONGING TO L. STEWART, 99 FEET NORTHWEST OF THE CENTER LINE OF THE
 CQ0392'OLD HIGHWAY, 94 FEET EAST OF THE CENTER LINE OF A GRAVELED STREET, 25
 CQ0392'1/2 FEET EAST OF THE EAST CORNER OF A HOUSE, 23 FEET SOUTH OF A FENCE,
 CQ0392'16 FEET WEST OF A FENCE, 7 FEET WEST OF A 36-INCH OAK TREE, ABOUT 1
 CQ0392'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A BRASS CAP ON THE TOP OF A
 CQ0392'3-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
 CQ0392
 CQ0392                          STATION RECOVERY (1985)
 CQ0392
 CQ0392'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2017 ***********************************************************************
 AU2017  DESIGNATION -  GEORGIA 2
 AU2017  PID         -  AU2017
 AU2017  STATE/COUNTY-  LA/LAFOURCHE
 AU2017  USGS QUAD   -  LOCKPORT (1980)
 AU2017
 AU2017                         *CURRENT SURVEY CONTROL
 AU2017  ___________________________________________________________________
 AU2017* NAD 83(1992)-  29 41 39.70316(N)    090 33 06.32503(W)     ADJUSTED  
 AU2017* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU2017  **This station is located in a subsidence area (see below).
 AU2017  ___________________________________________________________________
 AU2017  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2017  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU2017  DYNAMIC HT  -           3.7   (meters)      12.    (feet)  COMP
 AU2017  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 AU2017
 AU2017  HORZ ORDER  -  FIRST
 AU2017  VERT ORDER  -  THIRD (See Below)
 AU2017
 AU2017.The horizontal coordinates were established by classical geodetic methods
 AU2017.and adjusted by the National Geodetic Survey in January 1993..
 AU2017
 AU2017 ** The orthometric height has not been validated since last determined
 AU2017 ** by differential leveling and should not be used for control purposes.
 AU2017 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2017 ** area with valid NAVD 88 orthometric heights.
 AU2017 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2017 ** epoch indicated which incorporates improved geoid heights for the
 AU2017 ** Southern Louisiana Subsidence area.
 AU2017 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2017.The orthometric height was scaled from a topographic map.
 AU2017.The vertical order pertains to the first NAVD 88 superseded value.
 AU2017
 AU2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2017
 AU2017.The geoid height was determined by GEOID03.
 AU2017
 AU2017.The dynamic height is computed by dividing the NAVD 88
 AU2017.geopotential number by the normal gravity value computed on the
 AU2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2017.degrees latitude (g = 980.6199 gals.).
 AU2017
 AU2017.The modeled gravity was interpolated from observed gravity values.
 AU2017
 AU2017;                    North         East     Units Scale Factor Converg.
 AU2017;SPC LA S     -   132,646.781 1,075,636.281   MT  0.99993996   +0 23 26.9
 AU2017;SPC LA S     -   435,191.98  3,528,983.37   sFT  0.99993996   +0 23 26.9
 AU2017;UTM  15      - 3,287,427.035   736,884.558   MT  1.00029242   +1 12 48.1
 AU2017
 AU2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2017!SPC LA S     -   1.00000342  x   0.99993996  =   0.99994338
 AU2017!UTM  15      -   1.00000342  x   1.00029242  =   1.00029584
 AU2017
 AU2017|---------------------------------------------------------------------|
 AU2017| PID    Reference Object                     Distance      Geod. Az  |
 AU2017|                                                           dddmmss.s |
 AU2017| AU1353 GEORGIA RM 1                         39.039 METERS 02829     |
 AU2017| DD7128 GEORGIA 2 RM 4                                     1340609.8 |
 AU2017| DD7127 GEORGIA 2 RM 3                       29.771 METERS 14716     |
 AU2017|---------------------------------------------------------------------|
 AU2017
 AU2017                          SUPERSEDED SURVEY CONTROL
 AU2017
 AU2017  NAD 83(1986)-  29 41 39.72132(N)    090 33 06.32795(W) AD(       ) 1
 AU2017  NAD 27      -  29 41 38.95855(N)    090 33 06.02035(W) AD(       ) 1
 AU2017  NAVD 88 (06/15/91)    3.740  (m)           12.27   (f) UNKNOWN     1 2
 AU2017  NGVD 29 (??/??/??)    3.756  (m)           12.32   (f) ADJUSTED    1 2
 AU2017
 AU2017.Superseded values are not recommended for survey control.
 AU2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2017.See file dsdata.txt to determine how the superseded data were derived.
 AU2017
 AU2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3688587427(NAD 83)
 AU2017_MARKER: DH = HORIZONTAL CONTROL DISK
 AU2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2017_SP_SET: CONCRETE POST
 AU2017_STAMPING: GEORGIA 2 1972
 AU2017_MARK LOGO: NGS   
 AU2017_PROJECTION: FLUSH
 AU2017_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2017+STABILITY: SURFACE MOTION
 AU2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU2017+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AU2017
 AU2017  HISTORY     - Date     Condition        Report By
 AU2017  HISTORY     - 1972     MONUMENTED       NGS
 AU2017  HISTORY     - 1982     GOOD             NGS
 AU2017  HISTORY     - 1982     GOOD             NGS
 AU2017  HISTORY     - 19930224 GOOD             NGS
 AU2017
 AU2017                          STATION DESCRIPTION
 AU2017
 AU2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2017'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF RACELAND AND IS
 AU2017'IN THE NORTHWEST EDGE OF MATHEWS, AND IS ON PROPERTY OWNED BY THE
 AU2017'SOUTH COAST CORPORATION, ATTENTION MR. MANUEL ACOSTA, SOUTH COAST
 AU2017'SUGAR CORPORATION, MATHEWS, LOUISIANA.  PHONE NUMBER 532-2527.
 AU2017'
 AU2017'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 90 AND STATE
 AU2017'HIGHWAY 308 IN RACELAND, GO SOUTHEASTERLY ON STATE HIGHWAY 308 FOR
 AU2017'3.65 MILES TO THE STATION ON THE RIGHT AND A CEMETERY ON THE LEFT.
 AU2017'
 AU2017'THE STATION MARKS ARE STANDARD DISKS STAMPED GEORGIA 2 1972.  THE
 AU2017'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU2017'MONUMENT THAT IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 133
 AU2017'FEET WEST-NORTHWEST OF MILE POST 52, 44 FEET NORTHEAST OF THE
 AU2017'NORTH BANK OF BAYOU LAFOURCHE AND 43 FEET SOUTH-SOUTHWEST OF THE
 AU2017'CENTER OF STATE HIGHWAY 308.  THE UNDERGROUND DISK IS SET IN THE
 AU2017'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AU2017'SURFACE.
 AU2017'
 AU2017'REFERENCE MARK 1, A STANDARD DISK STAMPED NO 1 GEORGIA 1934, IS SET
 AU2017'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 AU2017'INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET EAST-NORTHEAST OF
 AU2017'THE CENTER OF STATE HIGHWAY 308, 7 FEET NORTH-NORTHEAST OF THE WEST
 AU2017'EDGE OF A CEMETERY AND 1 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS
 AU2017'POST.
 AU2017'
 AU2017'REFERENCE MARK 3, A STANDARD DISK STAMPED GEORGIA 2 NO 3 1972, IS SET
 AU2017'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2017'WITH THE GROUND SURFACE.  IT IS 66 FEET SOUTHWEST OF THE CENTER OF
 AU2017'THE CENTER OF STATE HIGHWAY 308, 61 FEET WEST-SOUTHWEST OF MILE
 AU2017'POST 52 AND 3 FEET NORTHEAST OF THE NORTH BANK OF BAYOU LAFOURCHE.
 AU2017'
 AU2017'REFERENCE MARK 4 (AZIMUTH MARK), A STANDARD DISK STAMPED GEORGIA 2 NO
 AU2017'4 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2017'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET
 AU2017'SOUTH-SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER AND LIGHT, 15
 AU2017'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 308 AND 8 FEET
 AU2017'NORTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY.
 AU2017'
 AU2017'TO REACH REFERENCE MARK 4 (AZIMUTH MARK) FROM THE STATION GO
 AU2017'SOUTHEAST FOR 0.2 MILE TO REFERENCE MARK 4 ON THE LEFT.
 AU2017'
 AU2017'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 AU2017
 AU2017                          STATION RECOVERY (1982)
 AU2017
 AU2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (LLA)
 AU2017'STATION RECOVERED IN GOOD CONDITION.
 AU2017
 AU2017                          STATION RECOVERY (1982)
 AU2017
 AU2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU2017'6.3 KM (3.9 MI) SE FROM RACELAND.
 AU2017'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU2017'6.3 KILOMETERS (3.9 MILES) SOUTHEAST ALONG STATE HIGHWAY 308 FROM THE
 AU2017'RACELAND FIRE DEPARTMENT COMPANY NO.2 IN RACELAND, TO THE MARK ON THE
 AU2017'ROGHT, 13.10 METERS (43.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE
 AU2017'HIGHWAY, 39.31 METERS (129.0 FEET) SOUTH-SOUTHWEST OF AND ACROSS THE
 AU2017'HIGHWAY FROM GEORGIA RM 1, 31.39 METERS (103.0 FEET) WEST-NORTHWEST OF
 AU2017'HIGHWAY MILE POST NO. 52, 13.41 METERS (44.0 FEET) NORTHEAST OF THE
 AU2017'NORTHEAST BANK OF LAFOURCHE BAYOU.
 AU2017
 AU2017                          STATION RECOVERY (1993)
 AU2017
 AU2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2017'5.8 KM (3.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 308 FROM THE
 AU2017'JUNCTION OF STATE HIGHWAY 3199 IN RACELAND, ACROSS THE HIGHWAY FROM A
 AU2017'CEMETERY AND CHURCH, 60.7 M (199.1 FT) NORTHWEST OF A UTILITY LIGHT
 AU2017'POLE WITH A TRANSFORMER ATTACHED, 39.1 M (128.3 FT) SOUTHWEST OF
 AU2017'REFERENCE MARK 1, 13.0 M (42.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AU2017'HIGHWAY, 5.2 M (17.1 FT) NORTHEAST OF A WITNESS POST, 0.6 M (2.0 FT)
 AU2017'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.3 M
 AU2017'(1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1353 ***********************************************************************
 AU1353  DESIGNATION -  GEORGIA RM 1
 AU1353  PID         -  AU1353
 AU1353  STATE/COUNTY-  LA/LAFOURCHE
 AU1353  USGS QUAD   -  LOCKPORT (1980)
 AU1353
 AU1353                         *CURRENT SURVEY CONTROL
 AU1353  ___________________________________________________________________
 AU1353* NAD 83(1992)-  29 41 40.81763(N)    090 33 05.63263(W)     ADJUSTED  
 AU1353* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU1353  **This station is located in a subsidence area (see below).
 AU1353  ___________________________________________________________________
 AU1353  X           -     -53,379.565 (meters)                     COMP
 AU1353  Y           -  -5,544,825.068 (meters)                     COMP
 AU1353  Z           -   3,141,006.630 (meters)                     COMP
 AU1353  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU1353  ELLIP HEIGHT-         -22.18  (meters)          (04/13/05) GPS OBS
 AU1353  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU1353  DYNAMIC HT  -           3.4   (meters)      11.    (feet)  COMP
 AU1353  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 AU1353
 AU1353  HORZ ORDER  -  FIRST
 AU1353  VERT ORDER  -  THIRD (See Below)
 AU1353  ELLP ORDER  -  FOURTH    CLASS II
 AU1353
 AU1353.The horizontal coordinates were established by GPS observations
 AU1353.and adjusted by the PICCIOLA AND ASSOCIATES in April 2005..
 AU1353
 AU1353 ** The orthometric height has not been validated since last determined
 AU1353 ** by differential leveling and should not be used for control purposes.
 AU1353 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1353 ** area with valid NAVD 88 orthometric heights.
 AU1353 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1353 ** epoch indicated which incorporates improved geoid heights for the
 AU1353 ** Southern Louisiana Subsidence area.
 AU1353 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1353.The orthometric height was scaled from a topographic map.
 AU1353.The vertical order pertains to the first NAVD 88 superseded value.
 AU1353
 AU1353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1353
 AU1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1353
 AU1353.The ellipsoidal height was determined by GPS observations
 AU1353.and is referenced to NAD 83.
 AU1353
 AU1353.The geoid height was determined by GEOID03.
 AU1353
 AU1353.The dynamic height is computed by dividing the NAVD 88
 AU1353.geopotential number by the normal gravity value computed on the
 AU1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1353.degrees latitude (g = 980.6199 gals.).
 AU1353
 AU1353.The modeled gravity was interpolated from observed gravity values.
 AU1353
 AU1353;                    North         East     Units Scale Factor Converg.
 AU1353;SPC LA S     -   132,681.220 1,075,654.659   MT  0.99993993   +0 23 27.2
 AU1353;SPC LA S     -   435,304.97  3,529,043.66   sFT  0.99993993   +0 23 27.2
 AU1353;UTM  15      - 3,287,461.747   736,902.447   MT  1.00029252   +1 12 48.5
 AU1353
 AU1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1353!SPC LA S     -   1.00000348  x   0.99993993  =   0.99994341
 AU1353!UTM  15      -   1.00000348  x   1.00029252  =   1.00029600
 AU1353
 AU1353                          SUPERSEDED SURVEY CONTROL
 AU1353
 AU1353  NAD 83(1992)-  29 41 40.82049(N)    090 33 05.62859(W) AD(       ) 2
 AU1353  NAD 83(1986)-  29 41 40.83865(N)    090 33 05.63152(W) AD(       ) 2
 AU1353  NAVD 88 (06/15/91)    3.425  (m)           11.24   (f) UNKNOWN     1 2
 AU1353  NGVD 29 (??/??/??)    3.442  (m)           11.29   (f) ADJUSTED    1 2
 AU1353
 AU1353.Superseded values are not recommended for survey control.
 AU1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1353.See file dsdata.txt to determine how the superseded data were derived.
 AU1353
 AU1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3690287462(NAD 83)
 AU1353_MARKER: DR = REFERENCE MARK DISK
 AU1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1353_SP_SET: CONCRETE POST
 AU1353_STAMPING: GEORGIA NO 1 1934
 AU1353_MARK LOGO: CGS   
 AU1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1353+STABILITY: SURFACE MOTION
 AU1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1353+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 AU1353
 AU1353  HISTORY     - Date     Condition        Report By
 AU1353  HISTORY     - 1934     MONUMENTED       CGS
 AU1353  HISTORY     - 1965     GOOD             CGS
 AU1353  HISTORY     - 1972     GOOD             NGS
 AU1353  HISTORY     - 1981     GOOD             NGS
 AU1353  HISTORY     - 19930224 GOOD             NGS
 AU1353  HISTORY     - 20040615 GOOD             PICCIO
 AU1353
 AU1353                          STATION DESCRIPTION
 AU1353
 AU1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1353'4 MI SE FROM RACELAND.
 AU1353'4 MILES SOUTHEAST ALONG STATE HIGHWAY 308 FROM THE POST OFFICE AT
 AU1353'RACELAND, OR ABOUT 3.8 MILES NORTHWEST ALONG STATE HIGHWAY 308 FROM
 AU1353'THE CONCRETE BRIDGE OVER LAFOURCHE BAYOU AT LOCKPORT, IN FRACTIONAL
 AU1353'SECTION 6, T 16 S, R 19 E, 0.25 MILE NORTHWEST OF A DRAWBRIDGE IN THE
 AU1353'COMMUNITY OF MATHEWS, AT THE NORTHWEST CORNER OF A SMALL CEMETERY, 198
 AU1353'FEET NORTHWEST OF THE WEST CORNER OF A FRAME CHURCH, 141 1/2 FEET
 AU1353'WEST-SOUTHWEST OF A 33-INCH HACKBERRY TREE, 63 FEET NORTHEAST OF A
 AU1353'POWER POLE, 82 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 308,
 AU1353'42.6 FEET NORTH OF THE NORTH CORNER OF THE CONCRETE TOMB OF FELIX
 AU1353'TOMMEY, 1 1/2 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 2 FEET
 AU1353'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AU1353'PROJECTING 6 INCHES.
 AU1353
 AU1353                          STATION RECOVERY (1972)
 AU1353
 AU1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AU1353'RECOVERED IN GOOD CONDITION.
 AU1353
 AU1353                          STATION RECOVERY (1981)
 AU1353
 AU1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU1353'RECOVERED IN GOOD CONDITION.
 AU1353
 AU1353                          STATION RECOVERY (1993)
 AU1353
 AU1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1353'5.8 KM (3.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 308 FROM THE
 AU1353'JUNCTION OF STATE HIGHWAY 3199 IN RACELAND, 60.1 M (197.2 FT)
 AU1353'NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH, 39.1 M (128.3 FT)
 AU1353'NORTHEAST OF TRIANGULATION STATION GEORGIA 2, 25.0 M (82.0 FT)
 AU1353'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.2 M (63.0 FT)
 AU1353'EAST-NORTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 AU1353'THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE
 AU1353'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AU1353
 AU1353                          STATION RECOVERY (2004)
 AU1353
 AU1353'RECOVERY NOTE BY PICCIOLA AND ASSOCIATES 2004
 AU1353'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4176 ***********************************************************************
 BJ4176  DESIGNATION -  GERALD
 BJ4176  PID         -  BJ4176
 BJ4176  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4176  USGS QUAD   -  ROBERT (1974)
 BJ4176
 BJ4176                         *CURRENT SURVEY CONTROL
 BJ4176  ___________________________________________________________________
 BJ4176* NAD 83(1992)-  30 36 21.46337(N)    090 22 08.05307(W)     ADJUSTED  
 BJ4176* NAVD 88     -        29.4    (meters)      96.     (feet)  VERTCON   
 BJ4176  ___________________________________________________________________
 BJ4176  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ4176  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4176
 BJ4176  HORZ ORDER  -  SECOND
 BJ4176
 BJ4176.The horizontal coordinates were established by classical geodetic methods
 BJ4176.and adjusted by the National Geodetic Survey in January 1993..
 BJ4176
 BJ4176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4176
 BJ4176.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4176
 BJ4176.The geoid height was determined by GEOID03.
 BJ4176
 BJ4176;                    North         East     Units Scale Factor Converg.
 BJ4176;SPC LA S     -   233,827.330 1,092,480.885   MT  0.99998135   +0 28 56.0
 BJ4176;SPC LA S     -   767,148.50  3,584,247.70   sFT  0.99998135   +0 28 56.0
 BJ4176;UTM  15      - 3,388,884.062   752,250.296   MT  1.00038503   +1 20 25.0
 BJ4176
 BJ4176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4176!SPC LA S     -   0.99999965  x   0.99998135  =   0.99998100
 BJ4176!UTM  15      -   0.99999965  x   1.00038503  =   1.00038468
 BJ4176
 BJ4176:                Primary Azimuth Mark                     Grid Az
 BJ4176:SPC LA S     -  GERALD AZ MK                             082 48 53.4
 BJ4176:UTM  15      -  GERALD AZ MK                             081 57 24.4
 BJ4176
 BJ4176|---------------------------------------------------------------------|
 BJ4176| PID    Reference Object                     Distance      Geod. Az  |
 BJ4176|                                                           dddmmss.s |
 BJ4176| CW1394 GERALD AZ MK                                       0831749.4 |
 BJ4176| BJ4175 GERALD LDH 1970 RM 1                 10.279 METERS 10330     |
 BJ4176| CW1397 GERALD RM 3                          15.431 METERS 18032     |
 BJ4176| CW1396 GERALD RM 2                          15.424 METERS 18058     |
 BJ4176| CW1395 GERALD AZ MK 2                                     2753824.5 |
 BJ4176|---------------------------------------------------------------------|
 BJ4176
 BJ4176                          SUPERSEDED SURVEY CONTROL
 BJ4176
 BJ4176  NAD 83(1986)-  30 36 21.47856(N)    090 22 08.05034(W) AD(       ) 2
 BJ4176  NAD 27      -  30 36 20.79908(N)    090 22 07.73693(W) AD(       ) 2
 BJ4176  NGVD 29 (07/19/86)   29.4    (m)           96.     (f) VERT ANG       
 BJ4176
 BJ4176.Superseded values are not recommended for survey control.
 BJ4176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4176.See file dsdata.txt to determine how the superseded data were derived.
 BJ4176
 BJ4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5225088884(NAD 83)
 BJ4176_MARKER: DD = SURVEY DISK
 BJ4176_SETTING: 0 = UNSPECIFIED SETTING
 BJ4176
 BJ4176  HISTORY     - Date     Condition        Report By
 BJ4176  HISTORY     - 1970     MONUMENTED       LADH
 BJ4176  HISTORY     - 1973     SEE DESCRIPTION  NGS
 BJ4176  HISTORY     - 1975     SEE DESCRIPTION  NGS
 BJ4176
 BJ4176                          STATION DESCRIPTION
 BJ4176
 BJ4176'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4176'THE STATION IS LOCATED 7.9 MILES NORTHEAST OF TICKFAW AND 3.8 MILES
 BJ4176'SOUTHEAST OF LORANGER, IN THE NORTHEAST 1/4 OF SECTION 23, T5S-R8E,
 BJ4176'AND ON PROPERTY OWNED BY THE GERALD DAIRY FARM.  IT IS 205 FEET
 BJ4176'SOUTH OF THE CENTER OF STATE HIGHWAY 40, 110 FEET SOUTH-SOUTHWEST OF
 BJ4176'A TELEPHONE POLE, 34.3 FEET WEST OF A FENCE, 23 FEET WEST OF
 BJ4176'THE CENTER OF A GRAVEL DRIVE, 2.1 FEET EAST OF A FENCE, AND 1.65
 BJ4176'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA
 BJ4176'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK,
 BJ4176'STAMPED GERALD 1970 PROJECTING 2 INCHES.
 BJ4176'
 BJ4176'REFERENCE MARK NO. 1 IS 33.73 FEET EAST-SOUTHEAST OF THE STATION.  IT
 BJ4176'IS 212 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 40, 35.20 FEET
 BJ4176'EAST-SOUTHEAST OF THE WITNESS POST AT THE STATION, 35 FEET EAST OF
 BJ4176'A FENCE, 10 FEET EAST OF THE CENTER OF A GRAVEL DRIVE, AND 1.6 FEET
 BJ4176'WEST OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 BJ4176'AND GEODETIC SURVEY DISK, STAMPED GERALD R.M. 1 1970, PROJECTING 3
 BJ4176'INCHES.
 BJ4176'
 BJ4176'REFERENCE MARK NO. 2 IS 50.60 FEET SOUTH OF THE STATION. IT IS 255.6
 BJ4176'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 40, 49.80 FEET SOUTH OF
 BJ4176'THE WITNESS POST AT THE STATION, 35.4 FEET WEST OF A FENCE, AND 24
 BJ4176'FEET WEST OF THE CENTER OF A GRAVEL DRIVE.  IT IS A LOUISIANA
 BJ4176'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED
 BJ4176'GERALD R.M. 2 1970, PROJECTING 2 INCHES.
 BJ4176'
 BJ4176'THE AZIMUTH MARK IS 0.4 MILE EAST-NORTHEAST OF THE STATION.  IT IS
 BJ4176'49.2 FEET NORTH OF THE CENTER OF THE CENTER OF STATE HIGHWAY 40, 30
 BJ4176'FEET EAST OF THE CENTER OF A DIRT ROAD, 21.5 FEET NORTHEAST OF THE
 BJ4176'EAST END OF A CULVERT, 13 FEET EAST OF A FENCE CORNER, AND 1.20
 BJ4176'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA
 BJ4176'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED
 BJ4176'GERALD AZ. MK. 1970, PROJECTING 3 INCHES.
 BJ4176'
 BJ4176'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG
 BJ4176'STATE HIGHWAY 40 FOR 0.4 MILE TO MARK SET ON THE LEFT AND NORTH OF
 BJ4176'THE HIGHWAY NEAR A DRIVE AND GAP IN THE FENCE.
 BJ4176'
 BJ4176'AZIMUTH MARK 2 IS 0.6 MILE WEST-NORTHWEST OF THE STATION.  IT IS 47.8
 BJ4176'FEET NORTH OF THE CENTER OF STATE HIGHWAY 40, 24.5 FEET NORTHEAST OF
 BJ4176'THE NORTH END OF A CULVERT, 3.3 FEET SOUTH OF A FENCE, 2.40 FEET
 BJ4176'WEST OF A METAL WITNESS POST AND SIGN, AND 1.6 FEET SOUTH OF A POWER
 BJ4176'POLE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BJ4176'GEODETIC SURVEY DISK STAMPED GERALD AZ. MK. 2 1970, AND IS FLUSH WITH
 BJ4176'THE GROUND.
 BJ4176'
 BJ4176'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE WEST ALONG STATE
 BJ4176'HIGHWAY 40 FOR 0.6 MILE TO MARK SET ON THE RIGHT AND NORTH OF THE
 BJ4176'HIGHWAY NEAR A FENCE.
 BJ4176'
 BJ4176'TO REACH THE STATION FROM THE POST OFFICE IN LORANGER, DRIVE SOUTH A-
 BJ4176'LONG STATE HIGHWAY 40 FOR 2 MILES TO THE INTERSECTION WITH STATE
 BJ4176'HIGHWAY 442, TURN LEFT AND EAST ALONG STATE HIGHWAY 40 FOR 1.8
 BJ4176'MILES TO STATION SET ON THE RIGHT AND SOUTH OF THE HIGHWAY AND
 BJ4176'WEST OF A GRAVEL ROAD LEADING SOUTH TO A DAIRY BARN.
 BJ4176
 BJ4176                          STATION RECOVERY (1973)
 BJ4176
 BJ4176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLH)
 BJ4176'THE DISK HAS BEEN KNOCKED OFF THE STATION MARK AND ALSO R.M. NUMBER 2
 BJ4176'R.M. 1 AND THE AZIMUTH MARK ARE O.K.
 BJ4176
 BJ4176                          STATION RECOVERY (1975)
 BJ4176
 BJ4176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BJ4176'THE STATION WAS VISITED 4-22-75 AND THE STATION SURFACE MARK HAD BEEN
 BJ4176'DESTROYED LEAVING ONLY THE SHANK OF THE DISK.  A NEW DISK WAS SET IN
 BJ4176'THE MONUMENT IN ITS ORIGINAL POSITION.  REFERENCE MARK NO. 2 WAS
 BJ4176'FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 BJ4176'DATE.  REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  THE
 BJ4176'AZIMUTH MARK AND AZIMUTH MARK 2 WERE FOUND IN GOOD CONDITION,
 BJ4176'HOWEVER AZIMUTH MARK 2 WAS OBSTRUCTED FROM THE STATION.  SOME
 BJ4176'CHANGES WERE MADE NEAR THE STATION.  A NEW DESCRIPTION FOLLOWS--
 BJ4176'
 BJ4176'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF TICKFAW AND 4.0
 BJ4176'MILES SOUTHEAST OF LORANGER IN THE NE 1/4 OF SEC. 23 T5S R8E, ON THE
 BJ4176'PROPERTY OF THE GERALD DAIRY FARM, NE OF THE CONCRETE BLOCK
 BJ4176'BUILDING, 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 BJ4176'BLOCK DAIRY BARN, 66.5 FEET NORTH OF THE PROJECTED PLANE OF THE
 BJ4176'NORTH WALL OF THE CONCRETE BLOCK BUILDING, 52.5 FEET EAST OF THE
 BJ4176'PROJECTED PLANE OF THE EAST WALL OF THE SAME BUILDING, 62 FEET NORTH
 BJ4176'OF A LONE CHINABERRY TREE, 34 FEET WEST OF A FENCE LINE AND 19.5
 BJ4176'FEET WEST OF THE CENTER OF A ROAD, 1 FOOT SOUTH OF THE METAL WITNESS
 BJ4176'POST.  IT IS A USC AND GS AND STATE SURVEY DISK STAMPED GERALD
 BJ4176'1970 1975, FLUSH WITH THE GROUND.
 BJ4176'
 BJ4176'REFERENCE MARK NO. 1 IS 33.71 FEET EAST-NORTHEAST OF THE STATION, 1.5
 BJ4176'WEST OF A FENCE LINE, 14 FEET EAST OF THE CENTER OF THE ROAD TO THE
 BJ4176'DAIRY BARN, 103 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE DAIRY
 BJ4176'BARN, 85.5 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF
 BJ4176'THE DAIRY BARN.  IT IS A USC AND GS AND STATE SURVEY DISK STAMPED
 BJ4176'GERALD RM 1 1970.
 BJ4176'
 BJ4176'REFERENCE MARK NO. 3 IS 50.62 FEET SOUTH OF THE STATION.  IT IS 35.5
 BJ4176'FEET WEST OF A FENCE LINE, 54 FEET EAST OF THE NORTHEAST CORNER OF
 BJ4176'THE DAIRY BARN, 11.5 FEET NORTH OF THE LONE CHINABERRY TREE, 16 FEET
 BJ4176'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE DAIRY BARN.  IT
 BJ4176'IS AN NGS REFERENCE MARK DISK STAMPED GERALD 1970 NO 3 1975, FLUSH
 BJ4176'WITH THE GROUND.
 BJ4176'
 BJ4176'THE AZIMUTH MARK IS 0.4 MILE EAST-NORTHEAST OF THE STATION, 49 FEET
 BJ4176'NORTH OF THE CENTER OF STATE HIGHWAY 40, 30 FEET EAST OF THE CENTER
 BJ4176'OF A DIRT ROAD, 21.5 FEET NORTHEAST OF THE EAST END OF A CONCRETE
 BJ4176'CULVERT 13 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF A METAL
 BJ4176'WITNESS POST.  IT IS A USC AND GS AND STATE SURVEY DISK STAMPED
 BJ4176'GERALD AZ MK 1970, PROJECTING 3 INCHES.
 BJ4176'
 BJ4176'AZIMUTH MARK 2 IS 0.6 MILE WEST-NORTHWEST OF THE STATION, 47.8 FEET
 BJ4176'NORTH OF THE CENTER OF STATE HIGHWAY 40, 24.5 FEET NORTHEAST OF THE
 BJ4176'NORTH END OF A CULVERT, 3 FEET SOUTH OF A FENCE LINE AND 1.6 FEET
 BJ4176'SOUTH OF A POWER POLE, 2.4 FEET WEST OF A METAL WITNESS POST.  IT
 BJ4176'IS A USC AND GS AND STATE SURVEY DISK STAMPED GERALD AZ MK 2 1970,
 BJ4176'FLUSH WITH THE GROUND.
 BJ4176'
 BJ4176'TO REACH THE STATION FROM THE POST OFFICE IN LORANGER GO SOUTH ON
 BJ4176'STATE HIGHWAY 40 FOR 2.0 MILE TO THE INTERSECTION OF STATE HIGHWAY
 BJ4176'442, TURN LEFT AND GO EAST ON STATE HIGHWAY 40 FOR 1.2 MILE TO THE
 BJ4176'AZIMUTH MARK 2 ON THE LEFT, CONTINUE FOR 0.6 MILE TO THE STATION
 BJ4176'ON THE RIGHT AT THE GERALD DAIRY FARM, CONTINUE EAST FOR 0.4 MILE
 BJ4176'TO THE AZIMUTH MARK ON THE LEFT.
 BJ4176'
 BJ4176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILE SE OF
 BJ4176'LORANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2413 ***********************************************************************
 AU2413  DESIGNATION -  GERMANIA
 AU2413  PID         -  AU2413
 AU2413  STATE/COUNTY-  LA/ST MARY
 AU2413  USGS QUAD   -  CENTERVILLE (1994)
 AU2413
 AU2413                         *CURRENT SURVEY CONTROL
 AU2413  ___________________________________________________________________
 AU2413* NAD 83(1992)-  29 45 46.07224(N)    091 25 07.63645(W)     ADJUSTED  
 AU2413* NAVD 88     -         2.92   (+/-2cm)       9.6  **(feet)  VERTCON   
 AU2413  **This station is located in a subsidence area (see below).
 AU2413  ___________________________________________________________________
 AU2413  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU2413  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AU2413
 AU2413  HORZ ORDER  -  FIRST
 AU2413  VERT ORDER  -  THIRD ? (See Below)
 AU2413
 AU2413.The horizontal coordinates were established by classical geodetic methods
 AU2413.and adjusted by the National Geodetic Survey in January 1993..
 AU2413
 AU2413 ** The orthometric height has not been validated since last determined
 AU2413 ** by differential leveling and should not be used for control purposes.
 AU2413 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2413 ** area with valid NAVD 88 orthometric heights.
 AU2413 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2413 ** epoch indicated which incorporates improved geoid heights for the
 AU2413 ** Southern Louisiana Subsidence area.
 AU2413 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2413.The vertical order pertains to the NGVD 29 superseded value.
 AU2413
 AU2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2413
 AU2413.The geoid height was determined by GEOID03.
 AU2413
 AU2413;                    North         East     Units Scale Factor Converg.
 AU2413;SPC LA S     -   139,977.406   991,735.812   MT  0.99993432   -0 02 33.8
 AU2413;SPC LA S     -   459,242.54  3,253,719.91   sFT  0.99993432   -0 02 33.8
 AU2413;UTM  15      - 3,293,549.242   652,875.538   MT  0.99988836   +0 47 06.3
 AU2413
 AU2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2413!SPC LA S     -   1.00000359  x   0.99993432  =   0.99993791
 AU2413!UTM  15      -   1.00000359  x   0.99988836  =   0.99989195
 AU2413
 AU2413:                Primary Azimuth Mark                     Grid Az
 AU2413:SPC LA S     -  GERMANIA RM 1                            019 52 17.3
 AU2413:UTM  15      -  GERMANIA RM 1                            019 02 37.2
 AU2413
 AU2413|---------------------------------------------------------------------|
 AU2413| PID    Reference Object                     Distance      Geod. Az  |
 AU2413|                                                           dddmmss.s |
 AU2413| AU0376 GERMANIA RM 1                                      0194943.5 |
 AU2413| AU0373 GERMANIA RM 3                        23.080 METERS 08933     |
 AU2413| AU0375 GERMANIA RM 2                        35.973 METERS 15017     |
 AU2413| AU2404 OLD NORTH BEND SUGAR MILL STK       APPROX.10.2 KM 2103557.3 |
 AU2413| AU2414 CENTERVILLE CATHOLIC CH SPIRE       APPROX. 1.1 KM 2461325.4 |
 AU2413| AU2409 ALICE J W FOSTER SUGAR MILL TK      APPROX. 5.9 KM 2772123.0 |
 AU2413| AU2410 FRANKLIN CH DOME TIP OF STATUE      APPROX. 8.5 KM 2915639.9 |
 AU2413| AU2527 FRANKLIN MUN STANDPIPE              APPROX. 8.9 KM 2921540.1 |
 AU2413| AU2526 FRANKLIN ST JOHNS CH S DOME         APPROX. 8.8 KM 2942513.0 |
 AU2413| AU2525 FRANKLIN ST JOHNS CH N DOME         APPROX. 8.8 KM 2943052.2 |
 AU2413| AU2411 FRANKLIN STERLING MILL TANK         APPROX. 8.5 KM 3025215.1 |
 AU2413| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX. 9.6 KM 3384432.1 |
 AU2413|---------------------------------------------------------------------|
 AU2413
 AU2413                          SUPERSEDED SURVEY CONTROL
 AU2413
 AU2413  NAD 83(1986)-  29 45 46.09254(N)    091 25 07.63073(W) AD(       ) 1
 AU2413  NAD 27      -  29 45 45.34689(N)    091 25 07.24274(W) AD(       ) 1
 AU2413  NGVD 29 (07/19/86)    3.04   (m)           10.0    (f) LEVELING    3  
 AU2413
 AU2413.Superseded values are not recommended for survey control.
 AU2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2413.See file dsdata.txt to determine how the superseded data were derived.
 AU2413
 AU2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5287693549(NAD 83)
 AU2413_MARKER: DS = TRIANGULATION STATION DISK
 AU2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2413
 AU2413  HISTORY     - Date     Condition        Report By
 AU2413  HISTORY     - 1931     MONUMENTED       CGS
 AU2413  HISTORY     - 1935     GOOD             CGS
 AU2413  HISTORY     - 1948     GOOD             CGS
 AU2413  HISTORY     - 1955     GOOD             CGS
 AU2413  HISTORY     - 1957     GOOD             CGS
 AU2413  HISTORY     - 1964     GOOD             CGS
 AU2413
 AU2413                          STATION DESCRIPTION
 AU2413
 AU2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2413'ABOUT 1/2 MILE E OF CENTERVILLE, ON N SIDE OF BAYOU TECHE,
 AU2413'ON THE GERMANIA PLANTATION, OWNED BY W.P. FOSTER OF FRANKLIN.
 AU2413'TO REACH STATION FROM CENTERVILLE FOLLOW U.S. HIGHWAY 90 E 0.5
 AU2413'MILE TO DIRT ROAD LEADING N ACROSS BRIDGE OVER BAYOU.  THE STATION
 AU2413'IS 490 FEET N OF N END OF BRIDGE, IN NE CORNER OF YARD OF
 AU2413'PLANTATION HOUSE, 150 FEET NE OF HOUSE, 62 FEET SW OF
 AU2413'INTERSECTION OF CENTER LINES OF MAIN ROAD AND LAND GOING W TO A
 AU2413'BARN, AND 30.5 FEET SW OF CORNER OF WOODEN FENCE.
 AU2413'
 AU2413'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2413'DISKS SET IN CONCRETE.
 AU2413'
 AU2413'SURFACE MARK PROJECTS 2 INCHES.
 AU2413'
 AU2413'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND IS ABOUT 0.05
 AU2413'MILE E AND 0.5 MILE N OF BRIDGE OVER BAYOU, 13 FEET W OF
 AU2413'CENTER LINE OF MAIN FARM ROAD, 7.5 FEET N OF A HEADLAND
 AU2413'ROAD, 11 FEET SE OF INTERSECTION OF 2 LARGE DRAINAGE DITCHES,
 AU2413'AND 0.4 MILE FROM STATION N 19 DEG 50 MIN E.
 AU2413'
 AU2413'REFERENCE MARK NO. 2 PROJECTS 2 INCHES, AND IS 400 FEET
 AU2413'N OF BAYOU BRIDGE, 200 FEET E OF PLANTATION HOUSE, 22 FEET
 AU2413'E OF CENTER LINE OF ROAD, 223 FEET S OF SHELLED FARM ROAD,
 AU2413'46.8 FEET E OF WOODEN FENCE, AND 117.89 FEET FROM STATION
 AU2413'S 29 DEG 42 MIN E.
 AU2413'
 AU2413'BEARING FROM STATION OF FRANKLIN, STERLING SUGAR MILL, WATER
 AU2413'TANK ABOUT 5 MILES DISTANT, IS N 57 DEG 08 MIN W.
 AU2413
 AU2413                          STATION RECOVERY (1935)
 AU2413
 AU2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2413'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS GOOD
 AU2413'EXCEPT FOR A CHANGE IN THE DISTANCE TO REFERENCE MARK NO.
 AU2413'2 AS FOLLOWS--REFERENCE MARK NO. 2 IS 118.02 FEET FROM STATION,
 AU2413'INSTEAD OF 117.89 FEET.
 AU2413'
 AU2413'AN ADDITIONAL REFERENCE MARK, A STANDARD BRONZE DISK SET
 AU2413'IN CONCRETE, WAS ESTABLISHED,
 AU2413'AND STAMPED NO. 3.  IT IS E OF THE STATION.  500 FEET N
 AU2413'OF THE BRIDGE.  119 FEET S OF THE SHELLED FARM ROAD.  22
 AU2413'FEET E OF THE CENTER LINE OF THE ROAD.  20 FEET S OF A LANE
 AU2413'TO THE E.  AND PROJECTS 2 INCHES.
 AU2413'
 AU2413'A LIGHT 126 FEET ABOVE PALMETTO COMES INTO VIEW 64 FEET
 AU2413'ABOVE THIS STATION.
 AU2413'
 AU2413'A LIGHT 100 FEET ABOVE OAKLAWN COMES INTO VIEW 64 FEET ABOVE
 AU2413'THIS STATION.
 AU2413'
 AU2413'A LIGHT 126 FEET ABOVE ST. MARTIN COMES INTO VIEW 103 FEET
 AU2413'ABOVE THIS STATION.
 AU2413'
 AU2413'REFERENCE MARK NO. 3 IS 104.52 FEET N OF REFERENCE MARK
 AU2413'NO. 2.
 AU2413
 AU2413                          STATION RECOVERY (1948)
 AU2413
 AU2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2413'STATION AND R.MS. 2 AND 3 RECOVERED IN GOOD CONDITION AS
 AU2413'DESCRIBED.  R.M. 1 (AZIMUTH MARK) WAS FOUND BROKEN OUT OF
 AU2413'THE GROUND AND LEANING AND IS DESTROYED.
 AU2413'
 AU2413'THE DESCRIPTION IS CORRECT WITH THE FOLLOWING ADDITION--
 AU2413'
 AU2413'THE STATION IS 5 FEET N OF A 10-INCH PECAN TREE.
 AU2413
 AU2413                          STATION RECOVERY (1955)
 AU2413
 AU2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU2413'0.6 MI. E ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AU2413'CENTERVILLE, THENCE 0.2 MI. N ALONG A GRAVELED ROAD, 490
 AU2413'FT. N OF THE N END OF A BRIDGE OVER BAYOU TECHE, 165 FT.
 AU2413'NE OF THE NE CORNER OF A HOUSE, 56 FT. W OF THE CENTERLINE
 AU2413'OF A ROAD, 21.4 FT. E OF THE SE CORNER OF AN OLD GARAGE,
 AU2413'5 FT. SE OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 5 FT.
 AU2413'N OF A 14-IN. PECAN TREE, A TRIANGULATION-STATION DISK,
 AU2413'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE
 AU2413'THE GROUND, AND STAMPED GERMANIA 1931.
 AU2413'
 AU2413'REFERENCE MARK 1 IS 0.5 MI. NE OF THE TRIANGULATION STATION,
 AU2413'14 FT. W OF THE CENTERLINE OF A N-AND-S FIELD ROAD, 8 FT.
 AU2413'N OF THE CENTERLINE OF AN E-AND-W FIELD ROAD, 8 FT. E OF
 AU2413'THE CENTERLINE OF A DRAINAGE DITCH, 2 FT. E OF A WITNESS
 AU2413'POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 AU2413'POST PROJECTING 0.8 FT. ABOVE THE GROUND, AND STAMPED GERMANIA
 AU2413'NO 1 1931.
 AU2413'
 AU2413'REFERENCE MARK 2 IS 119.1 FT. SE OF THE TRIANGULATION STATION,
 AU2413'396 FT. N OF THE N END OF A BRIDGE OVER BAYOU TECHE, 19
 AU2413'FT. E OF THE CENTERLINE OF A ROAD, 5 FT. S OF A TELEPHONE
 AU2413'POLE, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 AU2413'POST PROJECTING 0.2 FT. ABOVE THE GROUND, AND STAMPED GERMANIA
 AU2413'NO 2 1931.
 AU2413'
 AU2413'REFERENCE MARK 3 IS 76.7 FT. E OF THE TRIANGULATION STATION,
 AU2413'490 FT. N OF THE N END OF A BRIDGE OVER BAYOU TECHE, 20
 AU2413'FT. E OF THE CENTERLINE OF A ROAD, 4 FT. S OF THE NW CORNER
 AU2413'OF A SHEET-METAL SHED, A REFERENCE-MARK DISK, SET IN THE
 AU2413'TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE GROUND,
 AU2413'AND STAMPED GERMANIA NO 3 1935.
 AU2413
 AU2413                          STATION RECOVERY (1957)
 AU2413
 AU2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2413'THE STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 3 WERE
 AU2413'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 AU2413'MARKS AS GIVEN IN THE RECOVERY NOTES OF C.A.S. IN 1935 WERE
 AU2413'VERIFIED AND ARE CORRECT.  THE AZIMUTH MARK REPORTED DESTROYED
 AU2413'IN THE RECOVERY NOTES OF C.W.C. IN 1948 HAS BEEN RE-SET.
 AU2413'IT APPEARS AS IF IT IS NOW USED AS A BENCH MARK.  OBSERVATIONS
 AU2413'FROM THE STATION REVEAL THAT IT IS OFF IN AZIMUTH APPROXIMATELY
 AU2413'2 MINUTES.
 AU2413'
 AU2413'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 AU2413'ADDITIONS--
 AU2413'
 AU2413'STATION MARK IS STAMPED GERMANIA 1931 AND PROJECTS 2 INCHES.
 AU2413'
 AU2413'REFERENCE MARK NO. 2 IS STAMPED GERMANIA NO 2 1931 AND PROJECTS
 AU2413'2 INCHES.
 AU2413'
 AU2413'REFERENCE MARK NO. 3 IS STAMPED GERMANIA NO 3 1935 AND PROJECTS
 AU2413'3 INCHES.
 AU2413
 AU2413                          STATION RECOVERY (1964)
 AU2413
 AU2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AU2413'THE STATION MARK, STAMPED GERMANIA 1931, IS ABOUT 0.6 MILE
 AU2413'EAST ALONG OLD U.S. HIGHWAY 90 FROM THE POST OFFICE AT CENTERVILLE,
 AU2413'THENCE 0.3 MILE NORTH ALONG A PAVED AND GRAVELED ROAD, IN
 AU2413'S 42, T 15 S, R 10 E, ABOUT 0.1 MILE NORTH OF THE NORTH END OF
 AU2413'A BRIDGE OVER BAYOU TECHE, 145 FEET SOUTHWEST OF THE CENTER
 AU2413'OF A T-JUNCTION OF ROADS, 165 FEET NORTHEAST OF THE NORTHEAST
 AU2413'CORNER OF A HOUSE WITH GREEN SIDING, 55 FEET WEST OF THE
 AU2413'CENTER LINE OF THE ROAD LEADING SOUTH, 6 FEET NORTHEAST
 AU2413'OF THE CENTER LINE OF A DRIVE LEADING TO THE HOUSE, ABOUT
 AU2413'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AU2413'PROJECTING 2 INCHES.
 AU2413'
 AU2413'R.M. 1 IS ABOUT 0.4 MILE NORTH ALONG A GRADED DIRT ROAD
 AU2413'FROM THE STATION MARK, IN S 79, T 15 S, R 10 E, AT THE JUNCTION
 AU2413'OF A DIRT FARM ROAD LEADING WEST, AT THE INTERSECTION OF
 AU2413'TWO DRAINAGE DITCHES, 15 FEET WEST OF THE CENTER LINE OF
 AU2413'THE ROAD LEADING NORTH, 9 FEET NORTH OF THE CENTER LINE
 AU2413'OF THE ROAD LEADING WEST, 6 FEET EAST OF THE NORTH END OF
 AU2413'A 24-INCH PIPE CULVERT UNDER THE ROAD LEADING WEST, ABOUT
 AU2413'LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 AU2413'PROJECTING 10 INCHES.
 AU2413'
 AU2413'R.M. 2 IS 118 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE
 AU2413'STATION MARK, 22 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AU2413'7-1/2 FEET SOUTH OF A POWER POLE BEARING A TRANSFORMER,
 AU2413'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AU2413'POST PROJECTING 1 INCH.
 AU2413'
 AU2413'R.M. 3 IS 75-1/2 FEET EAST OF THE STATION MARK, 122 FEET
 AU2413'SOUTH OF THE CENTER OF A T-JUNCTION OF ROADS, 20 FEET EAST
 AU2413'OF THE CENTER LINE OF THE ROAD LEADING SOUTH, ABOUT LEVEL
 AU2413'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AU2413'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2854 ***********************************************************************
 AU2854  DESIGNATION -  GHEENS
 AU2854  PID         -  AU2854
 AU2854  STATE/COUNTY-  LA/LAFOURCHE
 AU2854  USGS QUAD   -  GHEENS (1979)
 AU2854
 AU2854                         *CURRENT SURVEY CONTROL
 AU2854  ___________________________________________________________________
 AU2854* NAD 83(1992)-  29 41 16.69622(N)    090 28 25.34950(W)     ADJUSTED  
 AU2854* NAVD 88     -         1.49   (+/-2cm)       4.9  **(feet)  VERTCON   
 AU2854  **This station is located in a subsidence area (see below).
 AU2854  ___________________________________________________________________
 AU2854  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU2854  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AU2854
 AU2854  HORZ ORDER  -  FIRST
 AU2854  VERT ORDER  -  THIRD ? (See Below)
 AU2854
 AU2854.The horizontal coordinates were established by classical geodetic methods
 AU2854.and adjusted by the National Geodetic Survey in January 1993..
 AU2854
 AU2854 ** The orthometric height has not been validated since last determined
 AU2854 ** by differential leveling and should not be used for control purposes.
 AU2854 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2854 ** area with valid NAVD 88 orthometric heights.
 AU2854 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2854 ** epoch indicated which incorporates improved geoid heights for the
 AU2854 ** Southern Louisiana Subsidence area.
 AU2854 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2854.The vertical order pertains to the NGVD 29 superseded value.
 AU2854
 AU2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2854
 AU2854.The geoid height was determined by GEOID03.
 AU2854
 AU2854;                    North         East     Units Scale Factor Converg.
 AU2854;SPC LA S     -   131,992.528 1,083,194.551   MT  0.99994056   +0 25 47.4
 AU2854;SPC LA S     -   433,045.49  3,553,780.79   sFT  0.99994056   +0 25 47.4
 AU2854;UTM  15      - 3,286,881.115   744,454.273   MT  1.00033738   +1 15 06.6
 AU2854
 AU2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2854!SPC LA S     -   1.00000376  x   0.99994056  =   0.99994432
 AU2854!UTM  15      -   1.00000376  x   1.00033738  =   1.00034114
 AU2854
 AU2854|---------------------------------------------------------------------|
 AU2854| PID    Reference Object                     Distance      Geod. Az  |
 AU2854|                                                           dddmmss.s |
 AU2854| DD7130 GHEENS RM 1                          60.720 METERS 04903     |
 AU2854| DD7131 GHEENS RM 2                          73.790 METERS 11521     |
 AU2854| AU2853 GOLDEN VALLEY RANCH TALL STACK      APPROX. 1.5 KM 1375139.7 |
 AU2854| DD7129 GHEENS AZ MK                                       1433715.1 |
 AU2854| AU2852 OIL DERRICK WEST OF LAROSE          APPROX.10.5 KM 1691656.3 |
 AU2854| AU2851 VALENTINE SUGAR FACT TALL STK       APPROX.10.4 KM 1764316.4 |
 AU2854| DD7132 GHEENS RM 3                          28.595 METERS 24044     |
 AU2854| AU3141 MATHEWS SOUTH COAST CORP TANK       APPROX. 6.8 KM 2765537.0 |
 AU2854| DD7134 GHEENS RM 5                                        3424240.2 |
 AU2854| DD7133 GHEENS RM 4                          20.243 METERS 34506     |
 AU2854|---------------------------------------------------------------------|
 AU2854
 AU2854                          SUPERSEDED SURVEY CONTROL
 AU2854
 AU2854  NAD 83(1986)-  29 41 16.71385(N)    090 28 25.35232(W) AD(       ) 1
 AU2854  NAD 27      -  29 41 15.94964(N)    090 28 25.05097(W) AD(       ) 1
 AU2854  NGVD 29 (07/19/86)    1.56   (m)            5.1    (f) LEVELING    3  
 AU2854
 AU2854.Superseded values are not recommended for survey control.
 AU2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2854.See file dsdata.txt to determine how the superseded data were derived.
 AU2854
 AU2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4445486881(NAD 83)
 AU2854_MARKER: DD = SURVEY DISK
 AU2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2854
 AU2854  HISTORY     - Date     Condition        Report By
 AU2854  HISTORY     - 1934     MONUMENTED       CGS
 AU2854  HISTORY     - 1942     SEE DESCRIPTION  LAGS
 AU2854  HISTORY     - 1966     GOOD             CGS
 AU2854  HISTORY     - 1972     GOOD             NGS
 AU2854
 AU2854                          STATION DESCRIPTION
 AU2854
 AU2854'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2854'STATION IS ABOUT 11.4 MILES SE OF RACELAND, 8.4 MILES NE
 AU2854'OF LOCKPORT, 1.0 MILE NW OF GHEENS, ON THE W SIDE AND 50
 AU2854'FEET FROM THE CENTER LINE OF A SHELL ROAD LEADING FROM STATE
 AU2854'ROUTE 77 TO GHEENS, ON LAND BELONGING TO THE GOLDEN RANCH
 AU2854'PLANTATION, ABOUT 100 YARDS SE OF A SMALL WHITE CHURCH AND
 AU2854'150 FEET NE OF AN OCCUPIED HOUSE.
 AU2854'
 AU2854'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2854'
 AU2854'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2854'IS 45 FEET N OF AN OLD BARN, 75
 AU2854'FEET S OF THE COMPANY CANAL, AND 60.72 METERS (199.2 FEET)
 AU2854'FROM THE STATION N 49 DEG 03 MIN E.
 AU2854'
 AU2854'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2854'IS 3.0 METERS (10 FEET) N OF THE
 AU2854'CENTER LINE OF THE SHELL ROAD AND 73.79 METERS (242.1 FEET)
 AU2854'FROM THE STATION S 64 DEG 39 MIN E.
 AU2854'
 AU2854'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2854'IS ON THE S SIDE OF THE SHELL
 AU2854'ROAD, 5.10 METERS FROM ITS CENTER LINE, AND ABOUT 0.3 MILE
 AU2854'FROM THE STATION S 36 DEG 23 MIN E.
 AU2854
 AU2854                          STATION RECOVERY (1942)
 AU2854
 AU2854'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1942
 AU2854'GHEENS AZIMUTH MARK DESTROYED.  PULLED UP BY PLOWS IN CANE
 AU2854'FIELD.
 AU2854
 AU2854                          STATION RECOVERY (1966)
 AU2854
 AU2854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2854'THE STATION WAS VISITED 6-9-66 AND THE STATION MARK WAS FOUND
 AU2854'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND UPROOTED
 AU2854'AND THE DISK RECLAIMED.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 AU2854'MARK WERE DESTROYED WHEN THE SHELL ROAD WAS IMPROVED AND
 AU2854'BLACKTOPPED.  REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED AT
 AU2854'THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 AU2854'
 AU2854'THE STATION IS LOCATED ABOUT 8.5 MILES NE OF LOCKPORT, 11
 AU2854'MILES SE OF RACELAND AND 1 MILE NW OF THE COMMUNITY OF GHEENS,
 AU2854'ON THE GOLDEN RANCH PLANTATION, IN THE SW ANGLE OF THE
 AU2854'INTERSECTION OF A CANAL AND STATE HIGHWAY 654, IN THE NE CORNER
 AU2854'OF A CULTIVATED FIELD, AND ABOUT 100 YARDS SE OF A SMALL
 AU2854'WHITE CHURCH.  IT IS 49 FEET SW OF THE CENTERLINE OF THE HIGHWAY
 AU2854'103 FEET SE OF THE SE BANK OF THE CANAL, 28 FEET NE OF THE
 AU2854'NE BANK OF A DITCH, 69 FEET SE OF A POWER POLE, ON LINE WITH
 AU2854'THE FRONT OF THE CHURCH OF AN A LARGE 3-FOOT OAK TREE NW OF THE
 AU2854'CANAL, 199 FEET NE OF A LARGE 3-FOOT OAK TREE, 37 FEET SE
 AU2854'OF A SHELL TRACK ROAD, 105 FEET SSE OF THE SW CORNER OF A
 AU2854'BRIDGE OF THE CANAL, AND 1.5 FEET SE OF A WITNESS POST.
 AU2854'IT IS A STANDARD DISK, STAMPED GHEENS 1934 PROJECTING 8 INCHES,
 AU2854'
 AU2854'REFERENCE MARK NO. 3 IS 93.88 FEET SSW OF THE STATION, 141
 AU2854'FEET SW OF THE CENTER OF THE ROAD, 31 FEET E OF A POWER
 AU2854'POLE, 106 FEET NE OF A LARGE 3-FOOT OAK TREE, 6 FEET W OF A
 AU2854'WILLOW TREE, 46 FEET E OF A SHELL ROAD AND 1 FOOT SE OF
 AU2854'A WITNESS POST.  IT IS A STANDARD DISK STAMPED GHEENS NO
 AU2854'3 1934 PROJECTING 6 INCHES.
 AU2854'
 AU2854'REFERENCE MARK NO. 4 IS 66.41 FEET NW OF THE STATION, 40.5
 AU2854'FEET SW OF THE CENTER OF THE ROAD, 30.5 FEET NW OF THE
 AU2854'CENTER OF THE SHELL TRACK ROAD, 22 FEET NE OF THE CENTER OF
 AU2854'A DITCH, 39 FEET SE OF THE CANAL BANK, 3 FEET SE OF A POWER
 AU2854'POLE AND 1.5 FEET NE OF A WITNESS POST.  IT IS A STANDARD
 AU2854'DISK, STAMPED GHEENS NO 4 1934, PROJECTING 6 INCHES.
 AU2854'
 AU2854'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AU2854'AND STATE HIGHWAY 308 AT THE EAST END OF THE BRIDGE OVER
 AU2854'BAYOU LAFOURCHE IN RACELAND GO SOUTH ON STATE HIGHWAY 308
 AU2854'ALONG THE EAST SIDE OF THE BAYOU FOR 4.9 MILES TO THE JUNCTION
 AU2854'WITH STATE HIGHWAY 654, TURN LEFT AND GO EAST FOR 5.4 MILES
 AU2854'TO A CANAL AND THE MARK ON THE RIGHT.
 AU2854'
 AU2854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILE
 AU2854'NE OF LOCKPORT
 AU2854
 AU2854                          STATION RECOVERY (1972)
 AU2854
 AU2854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2854'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 AU2854'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 AU2854'
 AU2854'THE STATION MARK WAS LOWERED 8 INCHES BELOW THE GROUND SURFACE
 AU2854'AT THE PROPERTY OWNERS REQUEST.  A DIFFERENCE OF 11 MINUTES
 AU2854'AND 33 SECONDS WAS CONFIRMED ON THE ANGLE BETWEEN REFERENCE
 AU2854'MARK 3 AND 4 AT THIS DATE.
 AU2854'
 AU2854'A NEW REFERENCE MARK WAS ESTABLISHED AT THIS DATE.
 AU2854'
 AU2854'REFERENCE MARK 5, A STANDARD DISK STAMPED GHEENS NO 5 1934
 AU2854'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU2854'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25
 AU2854'FEET SOUTHWEST OF THE CENTER OF THE SURFACED ROAD, 7 FEET
 AU2854'NORTHEAST OF THE CENTER OF THE FIELD ROAD, 2 FEET NORTHEAST
 AU2854'OF A METAL WITNESS POST AND 2 FEET SOUTH-SOUTHEAST OF A
 AU2854'UTILITY POLE.
 AU2854'
 AU2854'TO REACH REFERENCE MARK 5 FROM THE STATION, GO NORTH-NORTHWEST
 AU2854'ON PAVED ROAD (STATE HIGHWAY 654) FOR 0.15 MILE TO THE MARK
 AU2854'ON THE LEFT.
 AU2854'
 AU2854'THE 1966 TO REACH DESCRIPTION IS ADEQUATE.
 AU2854'
 AU2854'HEIGHT OF LIGHT ABOVE STATION MARK 125.6 FEET.
 AU2854'
 AU2854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AU2854'NORTHWEST OF GHEENS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1477 ***********************************************************************
 CP1477  DESIGNATION -  GHOST BOLT
 CP1477  PID         -  CP1477
 CP1477  STATE/COUNTY-  LA/TENSAS
 CP1477  USGS QUAD   -  NEWLIGHT (1987)
 CP1477
 CP1477                         *CURRENT SURVEY CONTROL
 CP1477  ___________________________________________________________________
 CP1477* NAD 83(1986)-  32 05 37.     (N)    091 26 55.     (W)     SCALED    
 CP1477* NAVD 88     -        23.97   (+/-2cm)      78.6    (feet)  VERTCON   
 CP1477  ___________________________________________________________________
 CP1477  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1477
 CP1477  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1477
 CP1477.The horizontal coordinates were scaled from a topographic map and have
 CP1477.an estimated accuracy of +/- 6 seconds.
 CP1477
 CP1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1477.The vertical order pertains to the NGVD 29 superseded value.
 CP1477
 CP1477.The geoid height was determined by GEOID03.
 CP1477
 CP1477;                    North         East    Units  Estimated Accuracy
 CP1477;SPC LA N     -   177,170.    1,099,240.      MT  (+/- 180 meters Scaled)
 CP1477
 CP1477                          SUPERSEDED SURVEY CONTROL
 CP1477
 CP1477  NGVD 29 (??/??/92)   23.982  (m)           78.68   (f) ADJ UNCH    2 1
 CP1477
 CP1477.Superseded values are not recommended for survey control.
 CP1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1477.See file dsdata.txt to determine how the superseded data were derived.
 CP1477
 CP1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR463518(NAD 83)
 CP1477_MARKER: B = BOLT
 CP1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1477_SP_SET: STONE
 CP1477_STAMPING: B.M.-GHOST
 CP1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1477+STABILITY: SURFACE MOTION
 CP1477
 CP1477  HISTORY     - Date     Condition        Report By
 CP1477  HISTORY     - UNK      MONUMENTED       DOD
 CP1477  HISTORY     - 1973     GOOD             LADTD
 CP1477
 CP1477                          STATION DESCRIPTION
 CP1477
 CP1477'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1477'13.50 MI W FROM NEWELLTON.
 CP1477'ABOUT 13.50 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1477'HIGH SCHOOL IN NEWELLTON.  THE MARK IS LOCATED IN A GRAVEYARD AND ON
 CP1477'AN OLD MOUND.  IT IS 444.8 FEET SOUTHEAST OF THE CENTERLINE OF
 CP1477'LOUISIANA HIGHWAY 4, 28.2 FEET EAST OF A 16-INCH BOIS DARC TREE, 10.2
 CP1477'FEET SOUTH OF A 12-INCH LOCUST TREE.  A COPPER BOLT, SET IN TOP OF A
 CP1477'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CP1477'IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE THE GROUND AND BEARING A
 CP1477'CORP OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED B.M.-GHOST.  A
 CP1477'STEEL WITNESS POST IS SET 1.3 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1476 ***********************************************************************
 CP1476  DESIGNATION -  GHOST CAP
 CP1476  PID         -  CP1476
 CP1476  STATE/COUNTY-  LA/TENSAS
 CP1476  USGS QUAD   -  NEWLIGHT (1987)
 CP1476
 CP1476                         *CURRENT SURVEY CONTROL
 CP1476  ___________________________________________________________________
 CP1476* NAD 83(1986)-  32 05 37.     (N)    091 26 55.     (W)     SCALED    
 CP1476* NAVD 88     -        25.19   (+/-2cm)      82.6    (feet)  VERTCON   
 CP1476  ___________________________________________________________________
 CP1476  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1476
 CP1476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1476
 CP1476.The horizontal coordinates were scaled from a topographic map and have
 CP1476.an estimated accuracy of +/- 6 seconds.
 CP1476
 CP1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1476.The vertical order pertains to the NGVD 29 superseded value.
 CP1476
 CP1476.The geoid height was determined by GEOID03.
 CP1476
 CP1476;                    North         East    Units  Estimated Accuracy
 CP1476;SPC LA N     -   177,170.    1,099,240.      MT  (+/- 180 meters Scaled)
 CP1476
 CP1476                          SUPERSEDED SURVEY CONTROL
 CP1476
 CP1476  NGVD 29 (??/??/92)   25.203  (m)           82.69   (f) ADJ UNCH    2 0
 CP1476
 CP1476.Superseded values are not recommended for survey control.
 CP1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1476.See file dsdata.txt to determine how the superseded data were derived.
 CP1476
 CP1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR463518(NAD 83)
 CP1476_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1476_STAMPING: B.M.-GHOST
 CP1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1476
 CP1476  HISTORY     - Date     Condition        Report By
 CP1476  HISTORY     - UNK      MONUMENTED       DOD
 CP1476  HISTORY     - 1973     GOOD             LADTD
 CP1476
 CP1476                          STATION DESCRIPTION
 CP1476
 CP1476'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1476'13.50 MI W FROM NEWELLTON.
 CP1476'ABOUT 13.50 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1476'HIGH SCHOOL IN NEWELLTON.  THE MARK IS LOCATED IN A GRAVEYARD AND ON
 CP1476'AN OLD MOUND.  IT IS 444.8 FEET SOUTHEAST OF THE CENTERLINE OF
 CP1476'LOUISIANA HIGHWAY 4, 28.2 FEET EAST OF A 16-INCH BOIS DARC TREE, 10.2
 CP1476'FEET SOUTH OF A 12-INCH LOCUST TREE.  AN IRON PIPE PROJECTING ABOUT 5
 CP1476'INCHES ABOVE THE GROUND AND BEARING A CORP OF ENGINEERS, U.S. ARMY,
 CP1476'STANDARD CAP, STAMPED B.M.-GHOST.  A STEEL WITNESS POST IS SET 1.3
 CP1476'FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4978 ***********************************************************************
 BJ4978  DESIGNATION -  GIANELLONI
 BJ4978  PID         -  BJ4978
 BJ4978  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4978  USGS QUAD   -  ST GABRIEL (1995)
 BJ4978
 BJ4978                         *CURRENT SURVEY CONTROL
 BJ4978  ___________________________________________________________________
 BJ4978* NAD 83(1992)-  30 22 03.92483(N)    091 07 17.47713(W)     ADJUSTED  
 BJ4978* NAVD 88     -        11.89   (+/-2cm)      39.0    (feet)  VERTCON   
 BJ4978  ___________________________________________________________________
 BJ4978  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4978  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4978
 BJ4978  HORZ ORDER  -  FIRST
 BJ4978  VERT ORDER  -  THIRD ? (See Below)
 BJ4978
 BJ4978.The horizontal coordinates were established by classical geodetic methods
 BJ4978.and adjusted by the National Geodetic Survey in January 1993..
 BJ4978
 BJ4978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4978.The vertical order pertains to the NGVD 29 superseded value.
 BJ4978
 BJ4978.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4978
 BJ4978.The geoid height was determined by GEOID03.
 BJ4978
 BJ4978;                    North         East     Units Scale Factor Converg.
 BJ4978;SPC LA S     -   207,050.372 1,020,360.061   MT  0.99994617   +0 06 21.3
 BJ4978;SPC LA S     -   679,297.76  3,347,631.30   sFT  0.99994617   +0 06 21.3
 BJ4978;UTM  15      - 3,361,033.302   680,519.097   MT  1.00000203   +0 56 59.7
 BJ4978
 BJ4978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4978!SPC LA S     -   1.00000240  x   0.99994617  =   0.99994857
 BJ4978!UTM  15      -   1.00000240  x   1.00000203  =   1.00000443
 BJ4978
 BJ4978|---------------------------------------------------------------------|
 BJ4978| PID    Reference Object                     Distance      Geod. Az  |
 BJ4978|                                                           dddmmss.s |
 BJ4978| CW1398 GIANELLONI RM 1                      17.600 METERS 01830     |
 BJ4978| CW1400 GIANELLONI RM 3                      15.726 METERS 05314     |
 BJ4978| CW1399 GIANELLONI RM 2                      66.320 METERS 13237     |
 BJ4978| BJ4986 GIANELLONI 3                         57.975 METERS 14923     |
 BJ4978| DI0725 BURTVILLE RESET                     APPROX. 4.2 KM 1972949.7 |
 BJ4978| BJ5009 GIANELLONI SUGAR REF PLANT STK      APPROX. 3.2 KM 2035221.1 |
 BJ4978| BJ5008 PLAQUEMINE MUNICIPAL TANK           APPROX.14.4 KM 2305046.0 |
 BJ4978| BJ5109 SCHWING LUMBER CO TANK              APPROX.16.1 KM 2314403.8 |
 BJ4978| BJ5007 PLAQUEMINE RED BALL CO TANK         APPROX.14.0 KM 2341536.9 |
 BJ4978| BJ5022 BRUSLY WATER TANK                   APPROX.11.2 KM 2861447.8 |
 BJ4978| BJ5021 LOUISIANA UNIV MEMORIAL TWR         APPROX. 7.6 KM 3131243.3 |
 BJ4978| BJ4988 GIANELLONI 2                        187.094 METERS 31752     |
 BJ4978| BJ5027 BATON ROUGE WATER TANK              APPROX.10.1 KM 3223632.0 |
 BJ4978| BJ5028 BATON ROUGE ST JOSEPHS SPIRE        APPROX.11.2 KM 3255934.2 |
 BJ4978|---------------------------------------------------------------------|
 BJ4978
 BJ4978                          SUPERSEDED SURVEY CONTROL
 BJ4978
 BJ4978  NAD 83(1986)-  30 22 03.94288(N)    091 07 17.47539(W) AD(       ) 1
 BJ4978  NAD 27      -  30 22 03.25150(N)    091 07 17.09598(W) AD(       ) 1
 BJ4978  NGVD 29 (07/19/86)   11.93   (m)           39.1    (f) LEVELING    3  
 BJ4978
 BJ4978.Superseded values are not recommended for survey control.
 BJ4978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4978.See file dsdata.txt to determine how the superseded data were derived.
 BJ4978
 BJ4978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8051961033(NAD 83)
 BJ4978_MARKER: DS = TRIANGULATION STATION DISK
 BJ4978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4978
 BJ4978  HISTORY     - Date     Condition        Report By
 BJ4978  HISTORY     - 1929     MONUMENTED       CGS
 BJ4978  HISTORY     - 1934     GOOD             LAGS
 BJ4978  HISTORY     - 1935     GOOD             LAGS
 BJ4978  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ4978  HISTORY     - 1965     GOOD             USGS
 BJ4978  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BJ4978  HISTORY     - 1970     GOOD             NGS
 BJ4978  HISTORY     - 1971     MARK NOT FOUND   NGS
 BJ4978
 BJ4978                          STATION DESCRIPTION
 BJ4978
 BJ4978'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4978'ABOUT 6 MILES SE OF BATON ROUGE, ON RIGHT-OF-WAY ON S SIDE
 BJ4978'OF HIGHWAY, BETWEEN PROPERTY-LINE FENCE OF V.J. GIANELLONI
 BJ4978'AND ROAD.
 BJ4978'
 BJ4978'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 BJ4978'SET IN CONCRETE.
 BJ4978'
 BJ4978'REFERENCE MARK NO. 1 IS ON E SIDE OF HIGHWAY, 17.60 METERS
 BJ4978'(57.7 FEET) FROM THE STATION N 18 DEG 30 MIN E.
 BJ4978'
 BJ4978'REFERENCE MARK NO. 2 IS ON SIDE OF HIGHWAY, 3 FEET E OF
 BJ4978'WIRE FENCE WITH CONCRETE POSTS, AND 66.32 METERS (217.6 FEET)
 BJ4978'FROM STATION S 47 DEG 23 MIN E. AZIMUTH FROM STATION
 BJ4978'TO GIANELLONI SUGAR REFINERY SMOKE STACK, ABOUT 2 MILES
 BJ4978'DISTANT, IS S 23 DEG 52 MIN W.
 BJ4978'
 BJ4978'REACHED FROM BATON ROUGE POST OFFICE BY GOING 7.3 MILES SE
 BJ4978'ON HIGHLAND ROAD, PASSING LOUISIANA STATE UNIVERSITY.  STATION
 BJ4978'IS 0.4 MILE BEYOND SCHOOL AND 0.2 MILE BEYOND AN ARCHED
 BJ4978'TERRA-COTTA GATE, BOTH ON RIGHT OF ROAD.
 BJ4978
 BJ4978                          STATION RECOVERY (1934)
 BJ4978
 BJ4978'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BJ4978'STATION RECOVERED AS DESCRIBED.
 BJ4978
 BJ4978                          STATION RECOVERY (1935)
 BJ4978
 BJ4978'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ4978'STATION RECOVERED AS DESCRIBED.
 BJ4978
 BJ4978                          STATION RECOVERY (1955)
 BJ4978
 BJ4978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4978'THE STATION WAS VISITED ON APRIL 18, 1955.  THE STATION SURFACE
 BJ4978'MARK AND REFERENCE MARK 1 WERE FOUND DESTROYED.  REFERENCE
 BJ4978'MARK 2 WAS FOUND IN GOOD CONDITION.  THE SUBSURFACE MARK
 BJ4978'WAS FOUND IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET
 BJ4978'IN ITS ORIGINAL POSITION.  A NEW DESCRIPTION FOLLOWS--
 BJ4978'
 BJ4978'THE STATION IS LOCATED ABOUT 7 MI. SE OF BATON ROUGE, ON
 BJ4978'THE RIGHT-OF-WAY OF STATE HIGHWAYS 63 AND 30, AND 0.1 MI. E
 BJ4978'OF SCHWINGS STORE.  IT IS 35 FT. NW OF THE PROJECTED CENTERLINE
 BJ4978'OF THE DRIVEWAY TO THE C.W. BOND RESIDENCE, 25.5 FT. S OF
 BJ4978'THE CENTERLINE OF THE HIGHWAY, 19.5 FT. NW OF POLE NO. 223-1/2,
 BJ4978'52 FT. SW OF POLE NO. 65, 85 FT. W OF THE W END OF A CONCRETE
 BJ4978'CULVERT, 6.5 FT. NE OF THE RIGHT-OF-WAY FENCE LINE, AND 2
 BJ4978'FT. SE OF A RAILROAD RAIL PROJECTING 3 FT.  IT IS A STANDARD
 BJ4978'DISK, STAMPED GIANELLONI 1929 1955 AND PROJECTING 4 IN.
 BJ4978'
 BJ4978'REFERENCE MARK 2 IS 217.39 FT. SE OF THE STATION, 3 FT.
 BJ4978'N OF THE S RIGHT-OF-WAY FENCE LINE WITH CONCRETE POSTS,
 BJ4978'125 FT. SE OF THE S END OF THE CULVERT, 30 FT. S OF THE
 BJ4978'CENTERLINE OF THE HIGHWAY, AND 30 FT. NW OF THE PROJECTED
 BJ4978'CENTERLINE OF THE DRIVEWAY TO THE J.W. GREEN, JR. RESIDENCE.
 BJ4978'IT IS A STANDARD DISK, STAMPED GIANELLONI NO 2 1929 AND
 BJ4978'PROJECTING 6 IN.
 BJ4978'
 BJ4978'REFERENCE MARK 3 IS 51.52 FT. NE OF THE STATION, 25 FT.
 BJ4978'N OF THE CENTERLINE OF THE HIGHWAY, 15 FT. NW OF THE CENTER
 BJ4978'OF THE DRIVEWAY TO THE BOND RESIDENCE, AND 1.5 FT. E OF
 BJ4978'POLE NO. 65.  IT IS A STANDARD DISK, STAMPED GIANELLONI
 BJ4978'NO 3 1929 1955 AND PROJECTING 6 IN.
 BJ4978'
 BJ4978'TO REACH THE STATION FROM THE POLICE STATION IN BATON ROUGE
 BJ4978'AT THE INTERSECTION OF NORTH BOULEVARD STREET AND ST. FERDENAND
 BJ4978'STREET, GO S ON ST. FERDENAND STREET (STATE HIGHWAY 63 AND
 BJ4978'LATER HIGHLAND ROAD) FOR 7 MI. TO THE MARK ON THE RIGHT.
 BJ4978
 BJ4978                          STATION RECOVERY (1965)
 BJ4978
 BJ4978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ4978'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4978
 BJ4978                          STATION RECOVERY (1968)
 BJ4978
 BJ4978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BJ4978'THE STATION WAS VISITED 6-19-68 AND THE STATION SURFACE
 BJ4978'MARK WAS FOUND DISTURBED AND LEANING TO THE WEST.  THE MARK
 BJ4978'WAS TAKEN OUT OF THE GROUND, THEN PLUMBED OVER THE UNDERGROUND
 BJ4978'DISK AND SET IN ITS ORIGINAL POSITION.  REFERENCE MARK NO.
 BJ4978'2 WAS FOUND DISTURBED.  REFERENCE MARK NO. 3 WAS FOUND IN
 BJ4978'GOOD CONDITION, THE MEASUREMENT CHECK FROM THE STATION MARK
 BJ4978'AND FOUND TO BE CORRECT.  A NEW STATION GIANELLONI 2 1968
 BJ4978'WAS ESTABLISHED NORTHWEST OF THE STATION IN THE NORTHEAST
 BJ4978'ANGLE OF THE INTERSECTION OF HIGHLAND DRIVE AND STARING
 BJ4978'LANE.  REFERENCE MARK NO. 3 WAS LEFT IN GOOD CONDITION.  A
 BJ4978'NEW DESCRIPTION FOLLOWS--
 BJ4978'
 BJ4978'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF BATON
 BJ4978'ROUGE, 0.1 MILE EAST OF THE VINCES SHOPPING CENTER, AND 0.1
 BJ4978'MILE EAST OF THE INTERSECTION OF HIGHLAND DRIVE AND STARING
 BJ4978'LANE.  IT IS 25.5 FEET SOUTH OF THE CENTER OF HIGHLAND DRIVE,
 BJ4978'35 FEET NORTHWEST OF THE PROJECTED CENTER OF THE DRIVEWAY
 BJ4978'LEADING NORTH, 19.5 FEET NORTHWEST OF A POWER POLE 62 FEET
 BJ4978'SOUTHWEST OF A POWER POLE, 85 FEET WEST OF THE SOUTHEND
 BJ4978'OF A CONCRETE CULVERT, 6.5 FEET NORTH OF A RIGHT-OF-WAY
 BJ4978'FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT
 BJ4978'IS A TRIANGULATION STATION DISK STAMPED GIANELLONI 1929,
 BJ4978'1955 1968, PROJECTING 4 INCHES.
 BJ4978'
 BJ4978'REFERENCE MARK NO. 3 IS 51.54 FEET NORTHEAST OF THE STATION
 BJ4978'25 FEET NORTH OF THE CENTER OF HIGHLAND DRIVE, 1.5 FEET
 BJ4978'EAST OF A POWER POLE, AND 15 FEET WEST OF THE DRIVEWAY.  IT
 BJ4978'IS A REFERENCE MARK DISK STAMPED GIANELLONI NO 3 1929 1955,
 BJ4978'PROJECTING 6 INCHES.
 BJ4978'
 BJ4978'TO REACH THE STATION FROM THE POLICE STATION IN BATON ROUGE,
 BJ4978'AT THE INTERSECTION OF N. BOULEVARD AND ST. FERDENAND STREET,
 BJ4978'GO SOUTH ON ST. FERDENAND STREET FOR 7.0 MILES TO THE MARK
 BJ4978'ON THE RIGHT.
 BJ4978
 BJ4978                          STATION RECOVERY (1970)
 BJ4978
 BJ4978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4978'STATION MARK, REFERENCE MARK 3 WERE RECOVERED AND ARE IN GOOD
 BJ4978'CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED.
 BJ4978'
 BJ4978'A DIFFERENCE OF 0.022 METERS WAS NOTED IN THE DISTANCE TO REFERENCE
 BJ4978'MARK 3.
 BJ4978'
 BJ4978'A NEW STATION MARK, GIANELLONI 3 HAS NOW BEEN ESTABLISHED DUE TO THE
 BJ4978'1929 STATION MARK BEING TOO CLOSE TO THE ROAD AND A POWERLINE.
 BJ4978'
 BJ4978'GEODIMETER TRAVERSE CONNECTIONS WERE MADE TO STATIONS GIANELLONI 3
 BJ4978'AND GIANELLONI 2 1968.
 BJ4978'
 BJ4978'STATION SURFACE DISK IS STAMPED GIANELLONI 1929 1955 1968, SET IN THE
 BJ4978'TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  THE
 BJ4978'SUB-SURFACE DISK IS PRESUMABLY STAMPED GIANELLONI 1929, SET IN THE
 BJ4978'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 BJ4978'SURFACE.  MARK IS 26 FEET SOUTHWEST OF HIGHLAND ROAD (STATE
 BJ4978'HIGHWAY 42), 7.0 FEET NORTHEAST OF A FENCELINE AND 8 INCHES SOUTH
 BJ4978'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4978'
 BJ4978'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BJ4978'GIANELLONI NO 3 1929 1955, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 BJ4978'MONUMENT THAT PROJECTS 5 INCHES.  MARK IS 24 FEET NORTH-NORTHEAST OF
 BJ4978'HIGHLAND ROAD, 12 FEET NORTH-NORTHEAST OF A GRAVELED DRIVEWAY AND 1
 BJ4978'FOOT SOUTH OF A TELEPHONE LINE POLE.
 BJ4978'
 BJ4978'GIANELLONI 2 IS A STANDARD STATION MARK DISK, STAMPED GIANELLONI 2
 BJ4978'1968, CEMENTED IN A DRILL HOLE, IN THE TOP OF AN ASPHALT AND CEMENT
 BJ4978'SURFACE.  MARK IS 91.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BJ4978'LARGE ONE STORY BUILDING WHICH IS IN THE LAUREL LEA SHOPPING
 BJ4978'CENTER, 45 FEET EAST OF THE HIGHLAND ROAD-STARING LANE
 BJ4978'INTERSECTION, 31 FEET SOUTHEAST OF STARING LANE AND 3.0 FEET SOUTH
 BJ4978'OF A 6-INCH METAL POLE WITH A REVOLVING SIGN AT TOP.
 BJ4978'
 BJ4978'GIANELLONI 3 IS A STANDARD STATION MARK DISK, STAMPED GIANELLONI 3
 BJ4978'1970, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4978'FLUSH WITH GROUND SURFACE.  THE SUB-SURFACE DISK IS STAMPED THE SAME
 BJ4978'AS SURFACE DISK, SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES
 BJ4978'BELOW GROUND SURFACE.  MARK IS 41.9 FEET SOUTHWEST OF A
 BJ4978'TWIN-TRUNK WALNUT TREE, 40.0 FEET SOUTH-SOUTHWEST OF A 6-TRUNK ELM
 BJ4978'TREE, 81 FEET SOUTHWEST OF HIGHLAND ROAD AND 34.4 FEET
 BJ4978'SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4978'
 BJ4978'STATION IS REACHED FROM THE POST OFFICE IN THE LAUREL LEA SHOPPING
 BJ4978'CENTER WHICH IS LOCATED AT THE T-JUNCTION OF HIGHLAND ROAD (STATE
 BJ4978'HIGHWAY 42) AND STARING LANE.  GO SOUTHEAST ON HIGHLAND ROAD AND
 BJ4978'STATE HIGHWAY 42 FOR 0.15 MILE TO STATION GIANELLONI 3 ON THE RIGHT.
 BJ4978'
 BJ4978'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4978'
 BJ4978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHEAST
 BJ4978'OF BATON ROUGE.
 BJ4978
 BJ4978                          STATION RECOVERY (1971)
 BJ4978
 BJ4978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BJ4978'STATION SEARCHED FOR BUT NOT FOUND.  TWO MEN SEARCHED FOR
 BJ4978'ONE HOUR, BUT COULD NOT LOCATE THE STATION OR THE REFERENCE
 BJ4978'MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4988 ***********************************************************************
 BJ4988  DESIGNATION -  GIANELLONI 2
 BJ4988  PID         -  BJ4988
 BJ4988  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4988  USGS QUAD   -  ST GABRIEL (1995)
 BJ4988
 BJ4988                         *CURRENT SURVEY CONTROL
 BJ4988  ___________________________________________________________________
 BJ4988* NAD 83(1992)-  30 22 08.43016(N)    091 07 22.17800(W)     ADJUSTED  
 BJ4988* NAVD 88     -        12.1    (meters)      40.     (feet)  VERTCON   
 BJ4988  ___________________________________________________________________
 BJ4988  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BJ4988  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4988
 BJ4988  HORZ ORDER  -  SECOND
 BJ4988
 BJ4988.The horizontal coordinates were established by classical geodetic methods
 BJ4988.and adjusted by the National Geodetic Survey in January 1993..
 BJ4988
 BJ4988.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4988
 BJ4988.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4988
 BJ4988.The geoid height was determined by GEOID03.
 BJ4988
 BJ4988;                    North         East     Units Scale Factor Converg.
 BJ4988;SPC LA S     -   207,188.871 1,020,234.289   MT  0.99994631   +0 06 18.9
 BJ4988;SPC LA S     -   679,752.15  3,347,218.66   sFT  0.99994631   +0 06 18.9
 BJ4988;UTM  15      - 3,361,169.941   680,391.291   MT  1.00000146   +0 56 57.5
 BJ4988
 BJ4988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4988!SPC LA S     -   1.00000237  x   0.99994631  =   0.99994868
 BJ4988!UTM  15      -   1.00000237  x   1.00000146  =   1.00000383
 BJ4988
 BJ4988|---------------------------------------------------------------------|
 BJ4988| PID    Reference Object                     Distance      Geod. Az  |
 BJ4988|                                                           dddmmss.s |
 BJ4988| CW1401 GIANELLONI 2 RM 4                    14.602 METERS 02042     |
 BJ4988| BJ4978 GIANELLONI                          187.094 METERS 13752     |
 BJ4988| CW1402 GIANELLONI 2 RM 5                    14.274 METERS 14645     |
 BJ4988| BJ4989 GIANELLONI 1929 POINT A              19.626 METERS 19619     |
 BJ4988| BJ5014 17A003 LDH 1968                     APPROX. 1.5 KM 2064510.6 |
 BJ4988|---------------------------------------------------------------------|
 BJ4988
 BJ4988                          SUPERSEDED SURVEY CONTROL
 BJ4988
 BJ4988  NAD 83(1986)-  30 22 08.44835(N)    091 07 22.17642(W) AD(       ) 2
 BJ4988  NAD 27      -  30 22 07.75710(N)    091 07 21.79671(W) AD(       ) 2
 BJ4988  NGVD 29 (07/19/86)   12.1    (m)           40.     (f) VERT ANG       
 BJ4988
 BJ4988.Superseded values are not recommended for survey control.
 BJ4988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4988.See file dsdata.txt to determine how the superseded data were derived.
 BJ4988
 BJ4988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8039161170(NAD 83)
 BJ4988_MARKER: DS = TRIANGULATION STATION DISK
 BJ4988_SETTING: 0 = UNSPECIFIED SETTING
 BJ4988
 BJ4988  HISTORY     - Date     Condition        Report By
 BJ4988  HISTORY     - 1968     MONUMENTED       CGS
 BJ4988  HISTORY     - 1969     GOOD             CGS
 BJ4988  HISTORY     - 1970     GOOD             NGS
 BJ4988
 BJ4988                          STATION DESCRIPTION
 BJ4988
 BJ4988'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BJ4988'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF BATON ROUGE AT THE
 BJ4988'INTERSECTION OF HIGHLAND ROAD AND STARING LANE, IN THE SOUTHWEST
 BJ4988'CORNER OF THE VINCES SHOPPING CENTER, 29 FEET SOUTHEAST OF STARING
 BJ4988'LANE, 38 FEET NORTHEAST OF HIGHLAND ROAD, 43 FEET EAST OF THE
 BJ4988'CENTER OF THE INTERSECTION, 3 FEET SOUTH OF A LARGE REVOLVING SIGN
 BJ4988'AND 90.5 FEET WEST OF THE SOUTHWEST CORNER OF THE VINCES BRICK
 BJ4988'STORE.  IT IS A TRIANGULATION STATION DISK, STAMPED GIANELLONI 2
 BJ4988'1968, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE
 BJ4988'SURFACE OF THE PARKING LOT.
 BJ4988'
 BJ4988'REFERENCE MARK NO. 4 IS 47.90 FEET NNE OF THE STATION, 23 FEET
 BJ4988'SOUTHEAST OF STARING LANE, 84.5 FEET NORTHEAST OF HIGHLAND ROAD, 85
 BJ4988'FEET SOUTHWEST OF THE PROJECTED PLANE OF THE SOUTHWEST WALL OF
 BJ4988'VINCES STORE AND 2 FEET SOUTHEAST OF A POWER POLE.  IT IS A
 BJ4988'REFERENCE MARK DISK, STAMPED GIANELLONI 2 NO 4 1968, SET IN A
 BJ4988'DRILL HOLE IN THE CURB.
 BJ4988'
 BJ4988'REFERENCE MARK NO. 5 IS 46.81 FEET SSE OF THE STATION, 25.7 FEET NE
 BJ4988'OF HIGHLAND ROAD, 72 FEET SE OF STARING LANE, 36 FEET NW OF THE
 BJ4988'PROJECTED PLANE OF THE NORTHWEST WALL OF THE STORE AND 2 FEET
 BJ4988'SOUTHEAST OF THE NORTHWEST END OF THE CURB.  A REFERENCE MARK DISK,
 BJ4988'STAMPED GIANELLONI 2 NO 5 1968 SET IN A DRILL HOLE IN THE SOUTH CURB
 BJ4988'OF THE PARKING LOT.
 BJ4988'
 BJ4988'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION AT THIS DATE.
 BJ4988'
 BJ4988'TO REACH THE STATION FROM THE POLICE STATION IN BATON ROUGE, AT THE
 BJ4988'INTERSECTION OF N. BOULEVARD AND ST. FERDENAND STREET, GO SOUTH ON
 BJ4988'ST. FERDENAND STREET FOR 7.0 MILES TO THE STATION ON THE LEFT.
 BJ4988
 BJ4988                          STATION RECOVERY (1969)
 BJ4988
 BJ4988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RT)
 BJ4988'THE STATION WAS VISITED 2/25/69 AND THE STATION MARK AND RM 4 AND RM
 BJ4988'5 WERE FOUND IN GOOD CONDITION.
 BJ4988'
 BJ4988'THE STATION IS LOCATED 7 MILES SOUTHEAST OF BATON ROUGE.  IT IS 29
 BJ4988'FEET SOUTHEAST OF STARING LANE, 38 FEET NORTHEAST OF HIGHLAND ROAD,
 BJ4988'43 FEET EAST OF THE CENTER OF THE INTERSECTION, 3 FEET SOUTH OF A
 BJ4988'LARGE REVOLVING SIGN, AND 91 FEET WEST OF THE SOUTHWEST CORNER OF
 BJ4988'VINCES BRICK STORE.
 BJ4988'
 BJ4988'IT IS A STANDARD TRIANGULATION DISK, STAMPED GIANELLONI 2 1968, FLUSH
 BJ4988'WITH THE SURFACE OF THE PARKING LOT.
 BJ4988'
 BJ4988'REFERENCE MARK NO. 4 IS 47.90 FEET NORTH-NORTHEAST OF THE STATION.
 BJ4988'IT IS 23 FEET SOUTHEAST OF STARING LANE, 85 FEET NORTHEAST OF
 BJ4988'HIGHLAND ROAD, 85 FEET SOUTHWEST OF THE PROJECTION OF THE
 BJ4988'SOUTHWEST WALL OF VINCES STORE, AND 2 FEET SOUTHEAST OF A POWER
 BJ4988'POLE.  IT IS A STANDARD DISK, STAMPED GIANELLONI 2 NO 4 1968, SET IN
 BJ4988'A DRILL HOLE IN THE CURB.
 BJ4988'
 BJ4988'REFERENCE MARK NO. 5 IS 46.81 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ4988'26 FEET NORTHEAST OF HIGHLAND ROAD, 72 FEET SOUTHEAST OF STARING
 BJ4988'LANE, 36 FEET NORTHWEST OF THE PROJECTION OF THE NORTHWEST WALL OF
 BJ4988'VINCES STORE, AND 2 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 BJ4988'CURB.  IT IS A STANDARD REFERENCE MARK DISK STAMPED GIANELLONI 2 NO 5
 BJ4988'1968, SET IN A DRILL HOLE IN THE SOUTH CURB OF THE PARKING LOT.
 BJ4988'
 BJ4988'TO REACH THE STATION FROM THE POLICE STATION IN BATON ROUGE, AT THE
 BJ4988'INTERSECTION OF NORTH BOULEVARD AND ST. FERDINAND STREET, GO SOUTH
 BJ4988'ON ST. FERDINAND STREET FOR 7.0 MILES TO THE STATION ON THE LEFT.
 BJ4988'
 BJ4988'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4988'
 BJ4988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHEAST
 BJ4988'OF BATON ROUGE.
 BJ4988
 BJ4988                          STATION RECOVERY (1970)
 BJ4988
 BJ4988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4988'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 BJ4988'DIRECTION TO THE REFERENCE MARKS CHECKED THE PREVIOUS DATA
 BJ4988'ADEQUATELY. A GEODIMETER TRAVERSE CONNECTION WAS MADE TO STATION
 BJ4988'GIANELLONI 1929 1955.
 BJ4988'
 BJ4988'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF THE BUSINESS SECTION OF
 BJ4988'BATON ROUGE, IN THE NORTHEAST ANGLE OF THE HIGHLAND ROAD (STATE
 BJ4988'HIGHWAY 42) AND STARING LANE INTERSECTION WHICH IS AT THE NORTHWEST
 BJ4988'EDGE OF THE LAUREL LEA SHOPPING CENTER DRIVEWAY.
 BJ4988'
 BJ4988'STATION IS A STANDARD STATION MARK DISK, STAMPED GIANELLONI 2 1968,
 BJ4988'CEMENTED IN A DRILL HOLE, IN THE TOP OF AN ASPHALT AND CEMENT
 BJ4988'SURFACE. MARK IS 91.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BJ4988'LARGE ONE STORY BUILDING IN THE SHOPPING CENTER, 45 FEET EAST OF
 BJ4988'THE HIGHLAND ROAD-STARING LANE INTERSECTION, 38 FEET NORTHEAST OF
 BJ4988'HIGHLAND ROAD, 31 FEET SOUTHEAST OF STARING LANE AND 3.0 FEET SOUTH
 BJ4988'OF A 6-INCH METAL POLE WITH A REVOLVING SIGN AT TOP.
 BJ4988'
 BJ4988'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BJ4988'GIANELLONI 2 NO 4 1968, CEMENTED IN A DRILL HOLE, IN THE TOP OF A
 BJ4988'CONCRETE CURB.  MARK IS 24 FEET SOUTHEAST OF STARING LANE AND 2.0
 BJ4988'FEET SOUTHEAST OF A POWERLINE POLE.
 BJ4988'
 BJ4988'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BJ4988'GIANELLONI 2 NO 5 1968, CEMENTED IN A DRILL HOLE, IN THE TOP OF A
 BJ4988'CONCRETE CURB WHICH PROJECTS 5 INCHES.  MARK IS 45.8 FEET
 BJ4988'SOUTH-SOUTHEAST OF THE 6-INCH METAL POLE WITH SIGN AT TOP, 74
 BJ4988'FEET SOUTHEAST OF STARING LANE AND 26 FEET NORTHEAST OF HIGHLAND
 BJ4988'ROAD.
 BJ4988'
 BJ4988'GIANELLONI 1929 1955 IS A STANDARD STATION MARK DISK, STAMPED
 BJ4988'GIANELLONI 1929 1955 1968, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 BJ4988'MONUMENT PROJECTING 6 INCHES.  MARK IS 26 FEET SOUTHWEST OF
 BJ4988'HIGHLAND ROAD, 7.0 FEET NORTHEAST OF A FENCELINE AND 8 INCHES SOUTH
 BJ4988'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4988'
 BJ4988'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4988'
 BJ4988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHEAST
 BJ4988'OF BATON ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4986 ***********************************************************************
 BJ4986  DESIGNATION -  GIANELLONI 3
 BJ4986  PID         -  BJ4986
 BJ4986  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4986  USGS QUAD   -  ST GABRIEL (1995)
 BJ4986
 BJ4986                         *CURRENT SURVEY CONTROL
 BJ4986  ___________________________________________________________________
 BJ4986* NAD 83(1992)-  30 22 02.30464(N)    091 07 16.37136(W)     ADJUSTED  
 BJ4986* NAVD 88     -        11.7    (meters)      38.     (feet)  VERTCON   
 BJ4986  ___________________________________________________________________
 BJ4986  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4986  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4986
 BJ4986  HORZ ORDER  -  FIRST
 BJ4986
 BJ4986.The horizontal coordinates were established by classical geodetic methods
 BJ4986.and adjusted by the National Geodetic Survey in January 1993..
 BJ4986
 BJ4986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4986
 BJ4986.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4986
 BJ4986.The geoid height was determined by GEOID03.
 BJ4986
 BJ4986;                    North         East     Units Scale Factor Converg.
 BJ4986;SPC LA S     -   207,000.538 1,020,389.679   MT  0.99994612   +0 06 21.8
 BJ4986;SPC LA S     -   679,134.27  3,347,728.47   sFT  0.99994612   +0 06 21.8
 BJ4986;UTM  15      - 3,360,983.906   680,549.447   MT  1.00000217   +0 57 00.2
 BJ4986
 BJ4986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4986!SPC LA S     -   1.00000243  x   0.99994612  =   0.99994855
 BJ4986!UTM  15      -   1.00000243  x   1.00000217  =   1.00000460
 BJ4986
 BJ4986|---------------------------------------------------------------------|
 BJ4986| PID    Reference Object                     Distance      Geod. Az  |
 BJ4986|                                                           dddmmss.s |
 BJ4986| BJ4039 GIANELLONI 3 RM 6                    18.560 METERS 02320     |
 BJ4986| BJ4929 BATON ROUGE SOUND ENT RAD MAST      APPROX. 6.4 KM 0723225.4 |
 BJ4986| BJ4037 GIANELLONI 3 RM 7                    49.231 METERS 11145     |
 BJ4986| BJ5045 BEN HUR                             APPROX. 4.8 KM 2913127.9 |
 BJ4986| BJ5040 BATON ROUGE COLL HILLS TANK         APPROX. 4.6 KM 3075847.3 |
 BJ4986| BJ4978 GIANELLONI                           57.975 METERS 32923     |
 BJ4986| BJ5031 BATON ROUGE LA W F RAD MAST         APPROX. 3.4 KM 3485434.5 |
 BJ4986|---------------------------------------------------------------------|
 BJ4986
 BJ4986                          SUPERSEDED SURVEY CONTROL
 BJ4986
 BJ4986  NAD 83(1986)-  30 22 02.32273(N)    091 07 16.36966(W) AD(       ) 1
 BJ4986  NAD 27      -  30 22 01.63114(N)    091 07 15.99019(W) AD(       ) 1
 BJ4986  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 BJ4986
 BJ4986.Superseded values are not recommended for survey control.
 BJ4986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4986.See file dsdata.txt to determine how the superseded data were derived.
 BJ4986
 BJ4986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8054960984(NAD 83)
 BJ4986_MARKER: DS = TRIANGULATION STATION DISK
 BJ4986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4986
 BJ4986  HISTORY     - Date     Condition        Report By
 BJ4986  HISTORY     - 1970     MONUMENTED       NGS
 BJ4986
 BJ4986                          STATION DESCRIPTION
 BJ4986
 BJ4986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4986'STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF THE CENTRAL
 BJ4986'SECTION OF BATON ROUGE, IN A SMALL OPEN AREA, ON PROPERTY WHICH IS
 BJ4986'OWNED AND OCCUPIED BY THE ST JUDES CATHOLIC CHURCH WHOSE ADDRESS IS
 BJ4986'145 HIGHLAND ROAD, BATON ROUGE, LOUISIANA.
 BJ4986'
 BJ4986'STATION IS REACHED FROM THE POST OFFICE IN THE LAUREL LEA SHOPPING
 BJ4986'CENTER WHICH IS LOCATED AT THE T-JUNCTION OF HIGHLAND ROAD (STATE
 BJ4986'HIGHWAY 42) AND STARING LANE.  GO SOUTHEAST ON HIGHLAND ROAD AND
 BJ4986'STATE HIGHWAY 42 FOR 0.15 MILE TO THE STATION MARK ON THE RIGHT.
 BJ4986'
 BJ4986'STATION MARKS ARE STANDARD STATION MARK DISKS, STAMPED GIANELLONI 3
 BJ4986'1970.  THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 BJ4986'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 BJ4986'SUB-SURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4986'CONCRETE THAT IS ABOUT 42 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4986'MARK IS 81 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF HIGHLAND
 BJ4986'ROAD, 41.9 FEET SOUTHWEST OF A TWIN TRUNK WALNUT TREE, 40.0 FEET
 BJ4986'SOUTH-SOUTHWEST OF A 6 TRUNK ELM TREE AND 34.4 FEET SOUTHEAST OF A
 BJ4986'METAL WITNESS POST AND FENCELINE.
 BJ4986'
 BJ4986'GIANELLONI 1929 1955 IS A STANDARD STATION MARK DISK, STAMPED
 BJ4986'GIANELLONI 1929 1955 1968, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 BJ4986'MONUMENT THAT PROJECTS ABOUT 6 INCHES.  MARK IS 26 FEET SOUTHWEST
 BJ4986'OF THE APPROXIMATE CENTER OF HIGHLAND ROAD, 7.0 FEET NORTHEAST OF A
 BJ4986'FENCELINE AND 8 INCHES SOUTH OF A METAL WITNESS POST.
 BJ4986'
 BJ4986'REFERENCE MARK 6 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BJ4986'GIANELLONI 3 NO 6 1970, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 BJ4986'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  MARK IS 41.0 FEET
 BJ4986'NORTHWEST OF THE 6 TRUNK ELM TREE, 26.8 FEET NORTH-NORTHEAST OF THE
 BJ4986'METAL WITNESS POST IN FENCELINE, 25 FEET SOUTHWEST OF THE
 BJ4986'APPROXIMATE CENTER OF HIGHLAND ROAD AND 12.0 FEET EAST-SOUTHEAST OF
 BJ4986'A FENCE CORNER.
 BJ4986'
 BJ4986'REFERENCE MARK 7 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BJ4986'GIANELLONI 3 NO 7 1970, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 BJ4986'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  MARK IS 26 FEET
 BJ4986'SOUTHWEST OF THE APPROXIMATE CENTER OF HIGHLAND ROAD AND 1.6 FEET
 BJ4986'NORTH-NORTHWEST OF A POWERLINE POLE.
 BJ4986'
 BJ4986'NO AZIMUTH MARK.
 BJ4986'
 BJ4986'HEIGHT OF LIGHT ABOVE STATION MARK 37.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4039 ***********************************************************************
 BJ4039  DESIGNATION -  GIANELLONI 3 RM 6
 BJ4039  PID         -  BJ4039
 BJ4039  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4039  USGS QUAD   -  ST GABRIEL (1995)
 BJ4039
 BJ4039                         *CURRENT SURVEY CONTROL
 BJ4039  ___________________________________________________________________
 BJ4039* NAD 83(1986)-  30 21 52.     (N)    091 07 18.     (W)     SCALED    
 BJ4039* NAVD 88     -        11.993  (meters)      39.35   (feet)  ADJUSTED  
 BJ4039  ___________________________________________________________________
 BJ4039  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4039  DYNAMIC HT  -          11.977 (meters)      39.29  (feet)  COMP
 BJ4039  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 BJ4039
 BJ4039  VERT ORDER  -  SECOND    CLASS II
 BJ4039
 BJ4039.The horizontal coordinates were scaled from a topographic map and have
 BJ4039.an estimated accuracy of +/- 6 seconds.
 BJ4039
 BJ4039.The orthometric height was determined by differential leveling
 BJ4039.and adjusted by the National Geodetic Survey in February 1994..
 BJ4039
 BJ4039.The geoid height was determined by GEOID03.
 BJ4039
 BJ4039.The dynamic height is computed by dividing the NAVD 88
 BJ4039.geopotential number by the normal gravity value computed on the
 BJ4039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4039.degrees latitude (g = 980.6199 gals.).
 BJ4039
 BJ4039.The modeled gravity was interpolated from observed gravity values.
 BJ4039
 BJ4039;                    North         East    Units  Estimated Accuracy
 BJ4039;SPC LA S     -   206,680.    1,020,350.      MT  (+/- 180 meters Scaled)
 BJ4039
 BJ4039                          SUPERSEDED SURVEY CONTROL
 BJ4039
 BJ4039.No superseded survey control is available for this station.
 BJ4039
 BJ4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP805606(NAD 83)
 BJ4039_MARKER: DR = REFERENCE MARK DISK
 BJ4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4039_SP_SET: CONCRETE POST
 BJ4039_STAMPING: GIANELLONI 3 NO 6 1970
 BJ4039_MARK LOGO: NGS   
 BJ4039_PROJECTION: FLUSH
 BJ4039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4039+STABILITY: SURFACE MOTION
 BJ4039
 BJ4039  HISTORY     - Date     Condition        Report By
 BJ4039  HISTORY     - 1970     MONUMENTED       NGS
 BJ4039  HISTORY     - 1987     GOOD             LA-033
 BJ4039
 BJ4039                          STATION DESCRIPTION
 BJ4039
 BJ4039'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4039'IN BATON ROUGE.
 BJ4039'ABOUT 0.24 KM (0.15 MI) ON HIGHLAND ROAD FROM THE JUNCTION OF
 BJ4039'HIGHLAND ROAD AND STARING LANE WHICH IS LOCATED IN THE SOUTH SECTION
 BJ4039'OF BATON ROUGE, TO THE REFERENCE MARK ON THE LEFT SIDE OF HIGHLAND
 BJ4039'ROAD 12.7 METERS (41 FT) NORTHWEST OF THE 6 TRUNK ELM TREE, 7.8
 BJ4039'METERS (25 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF HIGHLAND ROAD,
 BJ4039'AND 3.7 METERS (12 FT) EAST-SOUTHEAST OF A FENCE CORNER.
 BJ4039'THE MARK IS 8.30 METERS  NNE FROM A WITNESS POST.
 BJ4039'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4037 ***********************************************************************
 BJ4037  DESIGNATION -  GIANELLONI 3 RM 7
 BJ4037  PID         -  BJ4037
 BJ4037  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4037  USGS QUAD   -  ST GABRIEL (1995)
 BJ4037
 BJ4037                         *CURRENT SURVEY CONTROL
 BJ4037  ___________________________________________________________________
 BJ4037* NAD 83(1986)-  30 21 51.     (N)    091 07 18.     (W)     SCALED    
 BJ4037* NAVD 88     -        12.153  (meters)      39.87   (feet)  ADJUSTED  
 BJ4037  ___________________________________________________________________
 BJ4037  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4037  DYNAMIC HT  -          12.137 (meters)      39.82  (feet)  COMP
 BJ4037  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 BJ4037
 BJ4037  VERT ORDER  -  SECOND    CLASS II
 BJ4037
 BJ4037.The horizontal coordinates were scaled from a topographic map and have
 BJ4037.an estimated accuracy of +/- 6 seconds.
 BJ4037
 BJ4037.The orthometric height was determined by differential leveling
 BJ4037.and adjusted by the National Geodetic Survey in February 1994..
 BJ4037
 BJ4037.The geoid height was determined by GEOID03.
 BJ4037
 BJ4037.The dynamic height is computed by dividing the NAVD 88
 BJ4037.geopotential number by the normal gravity value computed on the
 BJ4037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4037.degrees latitude (g = 980.6199 gals.).
 BJ4037
 BJ4037.The modeled gravity was interpolated from observed gravity values.
 BJ4037
 BJ4037;                    North         East    Units  Estimated Accuracy
 BJ4037;SPC LA S     -   206,650.    1,020,350.      MT  (+/- 180 meters Scaled)
 BJ4037
 BJ4037                          SUPERSEDED SURVEY CONTROL
 BJ4037
 BJ4037.No superseded survey control is available for this station.
 BJ4037
 BJ4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP805606(NAD 83)
 BJ4037_MARKER: DR = REFERENCE MARK DISK
 BJ4037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4037_SP_SET: CONCRETE POST
 BJ4037_STAMPING: GIANELLONI 3 NO 7 1970
 BJ4037_MARK LOGO: NGS   
 BJ4037_PROJECTION: FLUSH
 BJ4037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4037+STABILITY: SURFACE MOTION
 BJ4037
 BJ4037  HISTORY     - Date     Condition        Report By
 BJ4037  HISTORY     - 1970     MONUMENTED       NGS
 BJ4037  HISTORY     - 1987     GOOD             LA-033
 BJ4037
 BJ4037                          STATION DESCRIPTION
 BJ4037
 BJ4037'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4037'IN BATON ROUGE.
 BJ4037'ABOUT 0.24 KM (0.15 MI) SOUTH ON HIGHLAND ROAD FROM THE JUNCTION OF
 BJ4037'HIGHLAND ROAD AND STARING LANE IN SOUTH BATON ROUGE TO THE REFERENCE
 BJ4037'MARK ON THE RIGHT, 8.1 METERS (26 FT) SOUTHWEST OF THE APPROXIMATE
 BJ4037'CENTERLINE OF HIGHLAND ROAD, AND 0.5 METERS (1.6 FT) NORTH-NORTHEAST
 BJ4037'OF A POWERLINE POLE.
 BJ4037'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ4037'THE MARK IS 0.31 M ABOVE HIGHLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3000 ***********************************************************************
 CQ3000  DESIGNATION -  GIBSLAND COLEMANS COLLEGE CUP
 CQ3000  PID         -  CQ3000
 CQ3000  STATE/COUNTY-  LA/BIENVILLE
 CQ3000  USGS QUAD   -  GIBSLAND (1986)
 CQ3000
 CQ3000                         *CURRENT SURVEY CONTROL
 CQ3000  ___________________________________________________________________
 CQ3000* NAD 83(1992)-  32 32 15.03493(N)    093 03 39.97807(W)     ADJUSTED  
 CQ3000* NAVD 88     -                                                        
 CQ3000  ___________________________________________________________________
 CQ3000  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CQ3000  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3000
 CQ3000  HORZ ORDER  -  THIRD
 CQ3000
 CQ3000.The horizontal coordinates were established by classical geodetic methods
 CQ3000.and adjusted by the National Geodetic Survey in January 1993..
 CQ3000
 CQ3000
 CQ3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3000
 CQ3000.The geoid height was determined by GEOID03.
 CQ3000
 CQ3000;                    North         East     Units Scale Factor Converg.
 CQ3000;SPC LA N     -   226,050.398   947,292.720   MT  0.99997310   -0 17 48.0
 CQ3000;SPC LA N     -   741,633.68  3,107,909.53   sFT  0.99997310   -0 17 48.0
 CQ3000;UTM  15      - 3,600,018.768   494,262.229   MT  0.99960041   -0 01 58.3
 CQ3000
 CQ3000                          SUPERSEDED SURVEY CONTROL
 CQ3000
 CQ3000  NAD 83(1986)-  32 32 15.04814(N)    093 03 39.96885(W) AD(       ) 4
 CQ3000  NAD 27      -  32 32 14.49601(N)    093 03 39.38492(W) AD(       ) 3
 CQ3000
 CQ3000.Superseded values are not recommended for survey control.
 CQ3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3000.See file dsdata.txt to determine how the superseded data were derived.
 CQ3000
 CQ3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9426200019(NAD 83)
 CQ3000_MARKER: 86 = CUPOLA
 CQ3000
 CQ3000  HISTORY     - Date     Condition        Report By
 CQ3000  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ3000
 CQ3000                          STATION DESCRIPTION
 CQ3000
 CQ3000'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3004 ***********************************************************************
 CQ3004  DESIGNATION -  GIBSLAND LA PWR LT RAD MAST
 CQ3004  PID         -  CQ3004
 CQ3004  STATE/COUNTY-  LA/BIENVILLE
 CQ3004  USGS QUAD   -  GIBSLAND (1986)
 CQ3004
 CQ3004                         *CURRENT SURVEY CONTROL
 CQ3004  ___________________________________________________________________
 CQ3004* NAD 83(1992)-  32 32 39.93401(N)    093 03 13.10323(W)     ADJUSTED  
 CQ3004* NAVD 88     -                                                        
 CQ3004  ___________________________________________________________________
 CQ3004  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ3004  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3004
 CQ3004  HORZ ORDER  -  THIRD
 CQ3004
 CQ3004.The horizontal coordinates were established by classical geodetic methods
 CQ3004.and adjusted by the National Geodetic Survey in January 1993..
 CQ3004
 CQ3004
 CQ3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3004
 CQ3004.The geoid height was determined by GEOID03.
 CQ3004
 CQ3004;                    North         East     Units Scale Factor Converg.
 CQ3004;SPC LA N     -   226,813.765   947,997.878   MT  0.99997441   -0 17 33.8
 CQ3004;SPC LA N     -   744,138.16  3,110,223.04   sFT  0.99997441   -0 17 33.8
 CQ3004;UTM  15      - 3,600,785.089   494,963.601   MT  0.99960031   -0 01 43.9
 CQ3004
 CQ3004                          SUPERSEDED SURVEY CONTROL
 CQ3004
 CQ3004  NAD 83(1986)-  32 32 39.94694(N)    093 03 13.09388(W) AD(       ) 4
 CQ3004  NAD 27      -  32 32 39.39642(N)    093 03 12.51073(W) AD(       ) 3
 CQ3004
 CQ3004.Superseded values are not recommended for survey control.
 CQ3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3004.See file dsdata.txt to determine how the superseded data were derived.
 CQ3004
 CQ3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9496400785(NAD 83)
 CQ3004_MARKER: 42 = RADIO/TV MAST
 CQ3004
 CQ3004  HISTORY     - Date     Condition        Report By
 CQ3004  HISTORY     - 1965     FIRST OBSERVED   CGS
 CQ3004
 CQ3004                          STATION DESCRIPTION
 CQ3004
 CQ3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3004'STATION IS LOCATED ABOUT 150 FEET WEST OF THE GIBSLAND FIRE
 CQ3004'DEPARTMENT BUILDING WHICH IS IN THE CENTRAL SECTION OF THE
 CQ3004'SMALL TOWN OF GIBSLAND.
 CQ3004'
 CQ3004'STRUCTURE IS A 160 FOOT STEEL STRUCTURE WHICH HAS A SMALL
 CQ3004'ANTENNA AND TWO SMALL RED LIGHTS MOUNTED AT THE TOP.
 CQ3004'
 CQ3004'STRUCTURE HAS 4-STEEL CHANNEL LEGS WHICH ARE CONNECTED BY STEEL
 CQ3004'TIES AND PAINTED RED-WHITE, ALTERNATELY.
 CQ3004'
 CQ3004'POINT INTERSECTED, WAS THE TOP-CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2997 ***********************************************************************
 CQ2997  DESIGNATION -  GIBSLAND MUNICIPAL TANK
 CQ2997  PID         -  CQ2997
 CQ2997  STATE/COUNTY-  LA/BIENVILLE
 CQ2997  USGS QUAD   -  GIBSLAND (1986)
 CQ2997
 CQ2997                         *CURRENT SURVEY CONTROL
 CQ2997  ___________________________________________________________________
 CQ2997* NAD 83(1992)-  32 32 32.66757(N)    093 03 13.72524(W)     ADJUSTED  
 CQ2997* NAVD 88     -                                                        
 CQ2997  ___________________________________________________________________
 CQ2997  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ2997  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2997
 CQ2997  HORZ ORDER  -  THIRD
 CQ2997
 CQ2997.The horizontal coordinates were established by classical geodetic methods
 CQ2997.and adjusted by the National Geodetic Survey in January 1993..
 CQ2997
 CQ2997
 CQ2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2997
 CQ2997.The geoid height was determined by GEOID03.
 CQ2997
 CQ2997;                    North         East     Units Scale Factor Converg.
 CQ2997;SPC LA N     -   226,590.018   947,980.505   MT  0.99997403   -0 17 34.1
 CQ2997;SPC LA N     -   743,404.08  3,110,166.04   sFT  0.99997403   -0 17 34.1
 CQ2997;UTM  15      - 3,600,561.347   494,947.266   MT  0.99960031   -0 01 44.2
 CQ2997
 CQ2997                          SUPERSEDED SURVEY CONTROL
 CQ2997
 CQ2997  NAD 83(1986)-  32 32 32.68056(N)    093 03 13.71589(W) AD(       ) 4
 CQ2997  NAD 27      -  32 32 32.11300(N)    093 03 13.14200(W) AD(       ) 3
 CQ2997
 CQ2997.Superseded values are not recommended for survey control.
 CQ2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2997.See file dsdata.txt to determine how the superseded data were derived.
 CQ2997
 CQ2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9494700561(NAD 83)
 CQ2997_MARKER: 53 = ELEVATED TANK
 CQ2997
 CQ2997  HISTORY     - Date     Condition        Report By
 CQ2997  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ2997  HISTORY     - 1941     GOOD             CGS
 CQ2997  HISTORY     - 1965     GOOD             CGS
 CQ2997
 CQ2997                          STATION DESCRIPTION
 CQ2997
 CQ2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ2997'THIS INTERSECTION STATION IS NEAR THE CENTER OF THE TOWN
 CQ2997'OF GIBSLAND, ABOUT 50 YARDS W OF U.S. ROUTE 80.
 CQ2997'
 CQ2997'THE TANK AND FOUR-LEGS SUPPORTING THE TOWER ARE OF ALL STEEL
 CQ2997'CONSTRUCTION, PAINTED ALUMINUM, AND THE ENTIRE STRUCTURE
 CQ2997'IS ABOUT 80 FEET HIGH, WITH A BALL FINIAL AT THE TOP.  THE
 CQ2997'FOLLOWING IS PAINTED ON THE E AND W SIDES IN LARGE BLACK
 CQ2997'LETTERS, WELCOME GIBSLAND.
 CQ2997
 CQ2997                          STATION RECOVERY (1965)
 CQ2997
 CQ2997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0254 ***********************************************************************
 AU0254  DESIGNATION -  GIBSON
 AU0254  PID         -  AU0254
 AU0254  STATE/COUNTY-  LA/TERREBONNE
 AU0254  USGS QUAD   -  GIBSON (1980)
 AU0254
 AU0254                         *CURRENT SURVEY CONTROL
 AU0254  ___________________________________________________________________
 AU0254* NAD 83(1992)-  29 42 20.07033(N)    090 59 30.64115(W)     ADJUSTED  
 AU0254* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0254  **This station is located in a subsidence area (see below).
 AU0254  ___________________________________________________________________
 AU0254  X           -     -95,975.474 (meters)                     COMP
 AU0254  Y           -  -5,543,650.081 (meters)                     COMP
 AU0254  Z           -   3,142,055.130 (meters)                     COMP
 AU0254  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU0254  ELLIP HEIGHT-         -24.90  (meters)          (02/21/02) GPS OBS
 AU0254  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU0254  DYNAMIC HT  -           0.8   (meters)       3.    (feet)  COMP
 AU0254  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 AU0254
 AU0254  HORZ ORDER  -  FIRST
 AU0254  VERT ORDER  -  THIRD (See Below)
 AU0254  ELLP ORDER  -  FIFTH     CLASS I
 AU0254
 AU0254.The horizontal coordinates were established by GPS observations
 AU0254.and adjusted by the National Geodetic Survey in December 1998..
 AU0254
 AU0254 ** The orthometric height has not been validated since last determined
 AU0254 ** by differential leveling and should not be used for control purposes.
 AU0254 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0254 ** area with valid NAVD 88 orthometric heights.
 AU0254 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0254 ** epoch indicated which incorporates improved geoid heights for the
 AU0254 ** Southern Louisiana Subsidence area.
 AU0254 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0254.The orthometric height was scaled from a topographic map.
 AU0254.The vertical order pertains to the first NAVD 88 superseded value.
 AU0254
 AU0254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0254
 AU0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0254
 AU0254.The ellipsoidal height was determined by GPS observations
 AU0254.and is referenced to NAD 83.
 AU0254
 AU0254.The geoid height was determined by GEOID03.
 AU0254
 AU0254.The dynamic height is computed by dividing the NAVD 88
 AU0254.geopotential number by the normal gravity value computed on the
 AU0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0254.degrees latitude (g = 980.6199 gals.).
 AU0254
 AU0254.The modeled gravity was interpolated from observed gravity values.
 AU0254
 AU0254;                    North         East     Units Scale Factor Converg.
 AU0254;SPC LA S     -   133,680.938 1,033,043.722   MT  0.99993894   +0 10 14.7
 AU0254;SPC LA S     -   438,584.88  3,389,244.28   sFT  0.99993894   +0 10 14.7
 AU0254;UTM  15      - 3,287,848.932   694,271.485   MT  1.00006569   +0 59 43.6
 AU0254
 AU0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0254!SPC LA S     -   1.00000391  x   0.99993894  =   0.99994285
 AU0254!UTM  15      -   1.00000391  x   1.00006569  =   1.00006960
 AU0254
 AU0254|---------------------------------------------------------------------|
 AU0254| PID    Reference Object                     Distance      Geod. Az  |
 AU0254|                                                           dddmmss.s |
 AU0254| AU1326 GIBSON RM 1                                        08552     |
 AU0254| AH6177 GIBSON AZ MK                        234.263 METERS 09138     |
 AU0254| AU3188 DONNER SAWMILL WATER TANK           APPROX. 3.2 KM 1253834.3 |
 AU0254| AU0255 GIBSON RM 2                          33.245 METERS 16804     |
 AU0254|---------------------------------------------------------------------|
 AU0254
 AU0254                          SUPERSEDED SURVEY CONTROL
 AU0254
 AU0254  ELLIP H (12/17/98)  -24.86   (m)                       GP(       ) 4 2
 AU0254  NAD 83(1992)-  29 42 20.06582(N)    090 59 30.63432(W) AD(       ) 1
 AU0254  NAD 83(1986)-  29 42 20.08904(N)    090 59 30.63651(W) AD(       ) 1
 AU0254  NAD 27      -  29 42 19.34000(N)    090 59 30.28500(W) AD(       ) 1
 AU0254  NAVD 88 (06/15/91)    0.877  (m)            2.88   (f) UNKNOWN     1 1
 AU0254  NGVD 29 (??/??/??)    0.922  (m)            3.02   (f) ADJUSTED    1 1
 AU0254
 AU0254.Superseded values are not recommended for survey control.
 AU0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0254.See file dsdata.txt to determine how the superseded data were derived.
 AU0254
 AU0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9427187849(NAD 83)
 AU0254_MARKER: DS = TRIANGULATION STATION DISK
 AU0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0254_SP_SET: CONCRETE POST
 AU0254_STAMPING: GIBSON 1931
 AU0254_MARK LOGO: CGS   
 AU0254_PROJECTION: FLUSH
 AU0254_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0254+STABILITY: SURFACE MOTION
 AU0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0254+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU0254
 AU0254  HISTORY     - Date     Condition        Report By
 AU0254  HISTORY     - 1931     MONUMENTED       CGS
 AU0254  HISTORY     - 1938     GOOD             LAGS
 AU0254  HISTORY     - 1948     GOOD             CGS
 AU0254  HISTORY     - 1955     GOOD             CGS
 AU0254  HISTORY     - 1969     GOOD             CGS
 AU0254  HISTORY     - 1977     GOOD             NGS
 AU0254  HISTORY     - 1982     GOOD             NGS
 AU0254  HISTORY     - 19930223 GOOD             NGS
 AU0254  HISTORY     - 19950103 GOOD             MPHI
 AU0254
 AU0254                          STATION DESCRIPTION
 AU0254
 AU0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU0254'STATION IS ABOUT 12 MILES SW OF THIBODAUX, 2.2 MILES W OF THE
 AU0254'VILLAGE OF DONNER, AND 1.4 MILES N OF GIBSON.
 AU0254'
 AU0254'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AU0254'SET IN CONCRETE.
 AU0254'
 AU0254'SURFACE MARK PROJECTS 4 INCHES.
 AU0254'
 AU0254'REFERENCE MARK NO. 1 PROJECTS 7 INCHES AND IS ON INSIDE OF A
 AU0254'BEND IN HIGHWAY 1/8 MILE E OF CHURCH, 25 FEET S OF CENTER LINE
 AU0254'OF ROAD, 200 FEET E OF A WOODEN SHED AND APPROXIMATELY 1,000 FEET
 AU0254'FROM STATION N 85 DEG 52 MIN E.
 AU0254'
 AU0254'REFERENCE MARK NO. 2, A FLUSH MARK, IS 144 FEET S (IN LINE WITH
 AU0254'THE STATION) FROM CENTER LINE OF HIGHWAY, 20.7 FEET SW OF SW
 AU0254'CORNER OF CHURCH, 25.2 FEET N OF S FENCE LINE OF CHURCHYARD,
 AU0254'AND 109.07 FEET FROM STATION S 11 DEG 55 MIN E.
 AU0254'
 AU0254'REACHED FROM THIBODAUX BY ROUTE 28 WHICH IS THE MAIN GRAVEL
 AU0254'ROAD TO MORGAN CITY, PASSING THROUGH CHACAHOULA AND DONNER.
 AU0254'STATION IS ON S SIDE OF ROAD, 59.0 FEET NW OF NW CORNER OF ROSE
 AU0254'HILL COLORED BAPTIST CHURCH, 35 FEET S OF CENTER LINE OF HIGHWAY,
 AU0254'AND IN N SIDE CENTER OF CHURCHYARD, 14.4 FEET S OF A WIRE FENCE.
 AU0254
 AU0254                          STATION RECOVERY (1938)
 AU0254
 AU0254'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1938
 AU0254'CHANGES AS FOLLOWS--ABOUT 12 MILES SW OF THIBODAUX.  23 MILES W
 AU0254'OF HOUMA.  2.2 MILES W OF THE VILLAGE OF DONNER, AND 1.4 MILES N
 AU0254'OF GIBSON, LOUISIANA.  REACHED FROM THIBODAUX BY STATE HIGHWAY 28,
 AU0254'FROM HOUMA BY U.S. HIGHWAY 90.  TO REACH FROM INTERSECTION OF
 AU0254'HIGHWAYS 28 AND 90, WHICH OCCURS 0.5 MILE N OF GIBSON, PROCEED
 AU0254'0.2 MILE E ON HIGHWAY 28 TO GRAVEL ROAD WHICH PASSES BENEATH
 AU0254'SOUTHERN PACIFIC RAILROAD GRADE, TURN N AND PROCEED FOR 1.2
 AU0254'MILES TO ROSE HILL COLORED BAPTIST CHURCH.  STATION IS ON S SIDE
 AU0254'OF ROAD, 59.0 FEET NW OF NW CORNER OF CHURCH.  35 FEET S OF
 AU0254'CENTER LINE OF ROAD.  14.4 FEET S OF A WIRE FENCE.  (FROM THIS
 AU0254'POINT ON THE ORIGINAL DESCRIPTION IS COMPETENT).  THESE
 AU0254'CHANGES ARE NECESSARY BECAUSE OF THE CONSTRUCTION OF A NEW
 AU0254'CONCRETE HIGHWAY FROM THIBODAUX.
 AU0254
 AU0254                          STATION RECOVERY (1948)
 AU0254
 AU0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU0254'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  THE 1938
 AU0254'RECOVERY NOTE BY THE LOUISIANA GEODETIC SURVEY IS ADEQUATE
 AU0254'FOR FUTURE RECOVERY, BUT THE FOLLOWING MINOR CHANGES AT THE
 AU0254'STATION SITE WERE NOTED--
 AU0254'
 AU0254'THE STATION IS 31.8 FEET S OF THE CENTER LINE OF A SHELL ROAD
 AU0254'AND 33.2 FEET SW OF THE GATE LEADING TO THE CHURCH.
 AU0254'
 AU0254'THE INTERSECTION OF HIGHWAYS 90 AND 28 IS 0.5 MILE W OF GIBSON,
 AU0254'NOT N.
 AU0254'
 AU0254'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU0254
 AU0254                          STATION RECOVERY (1955)
 AU0254
 AU0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU0254'0.5 MI. W ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AU0254'STATION AT GIBSON, THENCE 1.4 MI. N ALONG A GRAVELED ROAD,
 AU0254'31 FT. S OF THE CENTERLINE OF A ROAD, 59 FT. NW OF THE NW CORNER
 AU0254'OF THE ROSE HILL BAPTIST CHURCH, 30 FT. W OF THE CENTERLINE
 AU0254'OF A DRIVEWAY LEADING TO THE CHURCH, 2 FT. SW OF A WITNESS POST,
 AU0254'A TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 AU0254'PROJECTING 0.4 FT. ABOVE THE GROUND, AND STAMPED GIBSON 1931.
 AU0254'
 AU0254'REFERENCE MARK 1 IS 0.1 MI. E OF THE TRIANGULATION STATION, 80
 AU0254'FT. W OF A FOOTWALK, 127 FT. NW OF THE N CORNER OF AN OLD SHED,
 AU0254'28 FT. SW OF THE CENTERLINE OF A ROAD, 17.6 FT. SW OF A WITNESS
 AU0254'POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 AU0254'PROJECTING 0.4 FT. ABOVE THE GROUND, AND STAMPED GIBSON NO 1
 AU0254'1931.
 AU0254'
 AU0254'REFERENCE MARK 2 IS 109 FT. S OF THE TRIANGULATIN STATION, 20.7
 AU0254'FT. SW OF THE SW CORNER OF THE ROSE HILL BAPTIST CHURCH, A
 AU0254'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AU0254'THE GROUND, AND STAMPED GIBSON NO 2 1931.
 AU0254
 AU0254                          STATION RECOVERY (1969)
 AU0254
 AU0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AU0254'1.4 MI NE FROM GIBSON.
 AU0254'ABOUT 1.4 MILES NORTHEAST ALONG DEADWOOD ROAD FROM THE SOUTHERN
 AU0254'PACIFIC COMPANY RAILROAD OVERPASS OVER THE ROAD AT GIBSON, IN THE LAWN
 AU0254'OF THE ROSE HILL BAPTIST CHURCH AND CEMETERY, 59 FEET NORTHWEST OF THE
 AU0254'NORTHWEST CORNER OF THE CHURCH BUILDING, 36 FEET SOUTH OF THE CENTER
 AU0254'LINE OF THE ROAD, 29 FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO
 AU0254'CHURCH BUILDING, 11 FEET SOUTHEAST OF A POWER LINE POLE, ABOUT LEVEL
 AU0254'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 AU0254'INCHES ABOVE THE LEVEL OF THE GROUND.
 AU0254
 AU0254                          STATION RECOVERY (1977)
 AU0254
 AU0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0254'RECOVERED IN GOOD CONDITION.
 AU0254
 AU0254                          STATION RECOVERY (1982)
 AU0254
 AU0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU0254'THE MARK IS ABOVE LEVEL WITH ROAD.
 AU0254'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.3 KILOMETER
 AU0254'(0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE SOUTHEAST END OF
 AU0254'THE HIGHWAY BRIDGE OVER BAYOU BLACK IN GIBSON, THENCE 0.3 KILOMETER
 AU0254'(0.2 MILE) NORTHEAST ALONG STATE HIGHWAY 20, THENCE 2.2 KILOMETERS
 AU0254'(1.4 MILES) NORTH ALONG DEADWOOD ROAD (PARISH ROAD 30) TO THE ROSE
 AU0254'HILL BAPTIST CHURCH AND THE MARK ON THE RIGHT, 10.97 METERS (36.0
 AU0254'FEET) SOUTH OF THE CENTER OF DEADWOOD ROAD, 33.22 METERS (109.0 FEET)
 AU0254'NORTH OF REFERENCE MARK GIBSON RM 2, 17.98 METERS (59.0 FEET)
 AU0254'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 8.83 METERS (29.0
 AU0254'FEET) WEST OF THE CENTER OF THE SHELL ENTRANCE DRIVE OF THE CHURCH,
 AU0254'3.35 METERS (11.0 FEET) SOUTHEAST OF A POWER POLE.
 AU0254
 AU0254                          STATION RECOVERY (1993)
 AU0254
 AU0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0254'0.1 KM (0.05 MI) NORTHERLY ALONG CAROLL STREET FROM THE POST OFFICE
 AU0254'IN GIBSON, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AU0254'THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG DEADWOOD ROAD, 17.9 M (58.7
 AU0254'FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE ROSE HILL BAPTIST
 AU0254'CHURCH, 10.9 M (35.8 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 AU0254'THE ROAD, 9.0 M (29.5 FT) WEST OF THE CENTER OF A ROAD LEADING TO THE
 AU0254'CHURCH, 3.2 M (10.5 FT) SOUTHEAST OF A UTILITY LIGHT POLE WITH A
 AU0254'TRANSFORMER ATTACHED, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AU0254'SURFACE.
 AU0254
 AU0254                          STATION RECOVERY (1995)
 AU0254
 AU0254'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU0254'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3260 ***********************************************************************
 AU3260  DESIGNATION -  GIBSON
 AU3260  PID         -  AU3260
 AU3260  STATE/COUNTY-  LA/TERREBONNE
 AU3260  USGS QUAD   -  GIBSON (1980)
 AU3260
 AU3260                         *CURRENT SURVEY CONTROL
 AU3260  ___________________________________________________________________
 AU3260* NAD 83(1992)-  29 41 11.21090(N)    090 59 39.23485(W)     ADJUSTED  
 AU3260* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AU3260  **This station is located in a subsidence area (see below).
 AU3260  ___________________________________________________________________
 AU3260  X           -     -96,224.669 (meters)                     COMP
 AU3260  Y           -  -5,544,696.411 (meters)                     COMP
 AU3260  Z           -   3,140,213.426 (meters)                     COMP
 AU3260  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3260  ELLIP HEIGHT-         -24.75  (meters)          (02/21/02) GPS OBS
 AU3260  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU3260
 AU3260  HORZ ORDER  -  FIRST
 AU3260  ELLP ORDER  -  FIFTH     CLASS I
 AU3260
 AU3260.The horizontal coordinates were established by GPS observations
 AU3260.and adjusted by the National Geodetic Survey in January 1993..
 AU3260
 AU3260 ** The orthometric height has not been validated since last determined
 AU3260 ** by differential leveling and should not be used for control purposes.
 AU3260 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3260 ** area with valid NAVD 88 orthometric heights.
 AU3260 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3260 ** epoch indicated which incorporates improved geoid heights for the
 AU3260 ** Southern Louisiana Subsidence area.
 AU3260 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3260.The orthometric height was determined by GPS observations and a
 AU3260.high-resolution geoid model.
 AU3260
 AU3260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3260
 AU3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3260
 AU3260.The ellipsoidal height was determined by GPS observations
 AU3260.and is referenced to NAD 83.
 AU3260
 AU3260.The geoid height was determined by GEOID03.
 AU3260
 AU3260;                    North         East     Units Scale Factor Converg.
 AU3260;SPC LA S     -   131,560.143 1,032,819.008   MT  0.99994071   +0 10 10.4
 AU3260;SPC LA S     -   431,626.90  3,388,507.03   sFT  0.99994071   +0 10 10.4
 AU3260;UTM  15      - 3,285,724.858   694,077.284   MT  1.00006476   +0 59 37.2
 AU3260
 AU3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3260!SPC LA S     -   1.00000389  x   0.99994071  =   0.99994460
 AU3260!UTM  15      -   1.00000389  x   1.00006476  =   1.00006865
 AU3260
 AU3260                          SUPERSEDED SURVEY CONTROL
 AU3260
 AU3260  ELLIP H (01/21/93)  -24.77   (m)                       GP(       ) 4 2
 AU3260  NAD 83(1986)-  29 41 11.23113(N)    090 59 39.23420(W) AD(       ) 1
 AU3260  NGVD 29 (04/21/89)    1.0    (m)            3.     (f) GPS OBS        
 AU3260
 AU3260.Superseded values are not recommended for survey control.
 AU3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3260.See file dsdata.txt to determine how the superseded data were derived.
 AU3260
 AU3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9407785725(NAD 83)
 AU3260_MARKER: I = METAL ROD
 AU3260_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3260_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3260_STAMPING: GIBSON
 AU3260_MARK LOGO: LOCSUR
 AU3260_PROJECTION: FLUSH
 AU3260_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3260+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3260
 AU3260  HISTORY     - Date     Condition        Report By
 AU3260  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3260  HISTORY     - 19950103 GOOD             MPHI
 AU3260
 AU3260                          STATION DESCRIPTION
 AU3260
 AU3260'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3260'THE STATION IS IN THE TOWN OF GIBSON, LOUISIANA ON THE GROUNDS OF THE
 AU3260'AMERICAN LEGION POST NUMBER 354.  THE STATION IS A STEEL ROD 9/16
 AU3260'INCHES IN DIAMETER IN A PVC PIPE.
 AU3260'
 AU3260'THE STATION IS 22.5 FEET SOUTH OF THE CENTER OF BAYOU BLACK ROAD,
 AU3260'18.3 FEET NORTHEAST OF A FLAGPOLE AND 23.4 FEET NORTHEAST OF THE
 AU3260'NORTHEAST CORNER OF THE NORTHEAST CORNER THE AMERICAN LEGION POST
 AU3260'NUMBER 354.
 AU3260'
 AU3260'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND
 AU3260'STATE ROUTE 315 IN HOUMA, GO WEST ON US HIGHWAY FOR 24.9 MILES TO THE
 AU3260'TOWN OF GIBSON AND STATE ROUTE 20, CONTINUE WEST ON US 90 FOR 0.3 MILE
 AU3260'TO BAYOU BLACK ROAD, TURN RIGHT, NORTHERLY ON BAYOU BLACK ROAD, AND GO
 AU3260'0.3 MILE TO THE AMERICAN LEGION AND STATION AS DESCRIBED.
 AU3260
 AU3260                          STATION RECOVERY (1995)
 AU3260
 AU3260'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3260'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6177 ***********************************************************************
 AH6177  DESIGNATION -  GIBSON AZ MK
 AH6177  PID         -  AH6177
 AH6177  STATE/COUNTY-  LA/TERREBONNE
 AH6177  USGS QUAD   -  GIBSON (1980)
 AH6177
 AH6177                         *CURRENT SURVEY CONTROL
 AH6177  ___________________________________________________________________
 AH6177* NAD 83(1992)-  29 42 19.85300(N)    090 59 21.92973(W)     ADJUSTED  
 AH6177* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6177  **This station is located in a subsidence area (see below).
 AH6177  ___________________________________________________________________
 AH6177  X           -     -95,741.400 (meters)                     COMP
 AH6177  Y           -  -5,543,657.445 (meters)                     COMP
 AH6177  Z           -   3,142,049.317 (meters)                     COMP
 AH6177  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AH6177  ELLIP HEIGHT-         -24.90  (meters)          (02/21/02) GPS OBS
 AH6177  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AH6177
 AH6177  HORZ ORDER  -  FIRST
 AH6177  ELLP ORDER  -  FIFTH     CLASS I
 AH6177
 AH6177.The horizontal coordinates were established by GPS observations
 AH6177.and adjusted by the National Geodetic Survey in December 1998..
 AH6177
 AH6177 ** The orthometric height has not been validated since last determined
 AH6177 ** by differential leveling and should not be used for control purposes.
 AH6177 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6177 ** area with valid NAVD 88 orthometric heights.
 AH6177 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6177 ** epoch indicated which incorporates improved geoid heights for the
 AH6177 ** Southern Louisiana Subsidence area.
 AH6177 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6177.The orthometric height was determined by GPS observations and a
 AH6177.high-resolution geoid model.
 AH6177
 AH6177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6177
 AH6177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6177
 AH6177.The ellipsoidal height was determined by GPS observations
 AH6177.and is referenced to NAD 83.
 AH6177
 AH6177.The geoid height was determined by GEOID03.
 AH6177
 AH6177;                    North         East     Units Scale Factor Converg.
 AH6177;SPC LA S     -   133,674.947 1,033,277.894   MT  0.99993895   +0 10 19.1
 AH6177;SPC LA S     -   438,565.22  3,390,012.56   sFT  0.99993895   +0 10 19.1
 AH6177;UTM  15      - 3,287,846.312   694,505.749   MT  1.00006681   +0 59 47.9
 AH6177
 AH6177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6177!SPC LA S     -   1.00000391  x   0.99993895  =   0.99994286
 AH6177!UTM  15      -   1.00000391  x   1.00006681  =   1.00007072
 AH6177
 AH6177|---------------------------------------------------------------------|
 AH6177| PID    Reference Object                     Distance      Geod. Az  |
 AH6177|                                                           dddmmss.s |
 AH6177| AU0254 GIBSON                              234.263 METERS 27138     |
 AH6177|---------------------------------------------------------------------|
 AH6177
 AH6177                          SUPERSEDED SURVEY CONTROL
 AH6177
 AH6177  ELLIP H (12/17/98)  -24.87   (m)                       GP(       ) 4 2
 AH6177
 AH6177.Superseded values are not recommended for survey control.
 AH6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6177.See file dsdata.txt to determine how the superseded data were derived.
 AH6177
 AH6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9450687846(NAD 83)
 AH6177_MARKER: DD = SURVEY DISK
 AH6177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6177_STAMPING: GIBSON AZ MK 1993
 AH6177_MARK LOGO: TPCG  
 AH6177_PROJECTION: FLUSH
 AH6177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6177+STABILITY: SURFACE MOTION
 AH6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6177+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6177
 AH6177  HISTORY     - Date     Condition        Report By
 AH6177  HISTORY     - 1993     MONUMENTED       GSENG
 AH6177
 AH6177                          STATION DESCRIPTION
 AH6177
 AH6177'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6177'MONUMENT IS LOCATED NORTHWEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6177'OF DEADWOOD ROAD, (TOWNSHIP 16 SOUTH RANGE 14 EAST SECTION 62).
 AH6177'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.1 INCH
 AH6177'BELOW THE LEVEL OF THE GROUND. MONUMENT IS ABOUT 790 FT (240.8 M) EAST
 AH6177'OF THE ROSE HILL BAPTIST CHURCH, 13.87 FT (4.23 M) SOUTH OF A
 AH6177'NAIL/SHINER IN THE CENTERLINE OF DEADWOOD ROAD, 40.50 FT (12.34 M)
 AH6177'SOUTHWEST OF A NAIL/SHINER IN A 24 INCH CYPRESS TREE, 60.58 FT (18.46
 AH6177'M) NORTHEAST OF A NAIL/SHINER IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3250 ***********************************************************************
 CQ3250  DESIGNATION -  GIDDENS HILL LOT
 CQ3250  PID         -  CQ3250
 CQ3250  STATE/COUNTY-  LA/BOSSIER
 CQ3250  USGS QUAD   -  EASTWOOD (1975)
 CQ3250
 CQ3250                         *CURRENT SURVEY CONTROL
 CQ3250  ___________________________________________________________________
 CQ3250* NAD 83(1992)-  32 33 26.25134(N)    093 31 44.81483(W)     ADJUSTED  
 CQ3250* NAVD 88     -                                                        
 CQ3250  ___________________________________________________________________
 CQ3250  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CQ3250  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3250
 CQ3250  HORZ ORDER  -  THIRD
 CQ3250
 CQ3250.The horizontal coordinates were established by classical geodetic methods
 CQ3250.and adjusted by the National Geodetic Survey in January 1993..
 CQ3250
 CQ3250
 CQ3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3250
 CQ3250.The geoid height was determined by GEOID03.
 CQ3250
 CQ3250;                    North         East     Units Scale Factor Converg.
 CQ3250;SPC LA N     -   228,566.582   903,352.134   MT  0.99997689   -0 32 38.7
 CQ3250;SPC LA N     -   749,888.86  2,963,747.79   sFT  0.99997689   -0 32 38.7
 CQ3250;UTM  15      - 3,602,333.468   450,326.592   MT  0.99963043   -0 17 05.1
 CQ3250
 CQ3250                          SUPERSEDED SURVEY CONTROL
 CQ3250
 CQ3250  NAD 83(1986)-  32 33 26.26355(N)    093 31 44.80567(W) AD(       ) 4
 CQ3250  NAD 27      -  32 33 25.72261(N)    093 31 44.17932(W) AD(       ) 3
 CQ3250
 CQ3250.Superseded values are not recommended for survey control.
 CQ3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3250.See file dsdata.txt to determine how the superseded data were derived.
 CQ3250
 CQ3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5032702333(NAD 83)
 CQ3250_MARKER: 57 = LOOKOUT TOWER
 CQ3250
 CQ3250  HISTORY     - Date     Condition        Report By
 CQ3250  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3250  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ3250  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ3250
 CQ3250                          STATION DESCRIPTION
 CQ3250
 CQ3250'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3250'THE POINT INTERSECTED KS THE TOP CENTER OF THE CABIN
 CQ3250'SURMOUNTED ON A FOUR-LEGGED STEEL STRUCTURE WITH AN OVERALL
 CQ3250'HEIGHT OF ABOUT 125 FEET.  IT IS ABOUT 11-3/4 MILES EAST OF
 CQ3250'BOSSIER CITY, 2-1/2 MILES NORTHWEST OF HAUGHTON AND 1 MILE
 CQ3250'WEST-SOUTHWEST OF THE VILLAGE OF FILLMORE.
 CQ3250
 CQ3250                          STATION RECOVERY (2002)
 CQ3250
 CQ3250'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 CQ3250'MARK NOT FOUND.
 CQ3250
 CQ3250                          STATION RECOVERY (2003)
 CQ3250
 CQ3250'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2522 ***********************************************************************
 BW2522  DESIGNATION -  GILBERT
 BW2522  PID         -  BW2522
 BW2522  STATE/COUNTY-  LA/FRANKLIN
 BW2522  USGS QUAD   -  OAKLEY (1983)
 BW2522
 BW2522                         *CURRENT SURVEY CONTROL
 BW2522  ___________________________________________________________________
 BW2522* NAD 83(1992)-  31 57 26.81030(N)    091 34 46.92774(W)     ADJUSTED  
 BW2522* NAVD 88     -        20.1    (meters)      66.     (feet)  VERTCON   
 BW2522  ___________________________________________________________________
 BW2522  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BW2522  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW2522
 BW2522  HORZ ORDER  -  FIRST
 BW2522
 BW2522.The horizontal coordinates were established by classical geodetic methods
 BW2522.and adjusted by the National Geodetic Survey in May 1994..
 BW2522
 BW2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2522
 BW2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2522
 BW2522.The geoid height was determined by GEOID03.
 BW2522
 BW2522;                    North         East     Units Scale Factor Converg.
 BW2522;SPC LA N     -   161,963.689 1,086,993.531   MT  0.99991498   +0 29 11.6
 BW2522;SPC LA N     -   531,375.87  3,566,244.61   sFT  0.99991498   +0 29 11.6
 BW2522;UTM  15      - 3,536,599.709   634,222.736   MT  0.99982218   +0 45 06.7
 BW2522
 BW2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2522!SPC LA N     -   1.00000095  x   0.99991498  =   0.99991593
 BW2522!UTM  15      -   1.00000095  x   0.99982218  =   0.99982313
 BW2522
 BW2522|---------------------------------------------------------------------|
 BW2522| PID    Reference Object                     Distance      Geod. Az  |
 BW2522|                                                           dddmmss.s |
 BW2522| CY3651 GILBERT RM 3                         39.091 METERS 06415     |
 BW2522| CY3649 GILBERT RM 1                         46.031 METERS 12302     |
 BW2522| CY3647 GILBERT AZ MK                                      1804840.6 |
 BW2522| CY3650 GILBERT RM 2                         34.966 METERS 20222     |
 BW2522| CY3648 GILBERT AZ MK 2                                    2481035.9 |
 BW2522| BW2527 WISNER PL MICROWAVE KGS 581         APPROX. 9.2 KM 2782652.8 |
 BW2522| BW2526 WISNER MUNICIPAL TANK               APPROX. 7.7 KM 2894825.9 |
 BW2522| CY3652 GILBERT RM 4                         32.781 METERS 29610     |
 BW2522| CP3003 GILBERT MUNICIPAL TANK              APPROX.12.8 KM 3235628.0 |
 BW2522|---------------------------------------------------------------------|
 BW2522
 BW2522                          SUPERSEDED SURVEY CONTROL
 BW2522
 BW2522  NAD 83(1992)-  31 57 26.81422(N)    091 34 46.92456(W) AD(       ) 1
 BW2522  NAD 83(1986)-  31 57 26.82304(N)    091 34 46.92345(W) AD(       ) 1
 BW2522  NAD 27      -  31 57 26.25324(N)    091 34 46.48358(W) AD(       ) 1
 BW2522  NGVD 29 (07/19/86)   20.1    (m)           66.     (f) VERT ANG       
 BW2522
 BW2522.Superseded values are not recommended for survey control.
 BW2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2522.See file dsdata.txt to determine how the superseded data were derived.
 BW2522
 BW2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR3422336600(NAD 83)
 BW2522_MARKER: DS = TRIANGULATION STATION DISK
 BW2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2522
 BW2522  HISTORY     - Date     Condition        Report By
 BW2522  HISTORY     - 1941     MONUMENTED       CGS
 BW2522
 BW2522                          STATION DESCRIPTION
 BW2522
 BW2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2522'STATION IS IN THE N PART OF SEC. 8, T. 11 N., R. 9 E., ABOUT
 BW2522'5 MILES ESE OF THE TOWN OF WISNER, ON THE S BANK OF THE BAYOU
 BW2522'MACON, ON PROPERTY OF T.B. GILBERT AND COMPANY.  IT IS ABOUT
 BW2522'75 YARDS S OF THE S BANK OF THE BAYOU ABOUT MIDWAY BETWEEN
 BW2522'2 SHACKS, 68 FEET W OF THE SW CORNER OF A SLAT FENCE
 BW2522'AROUND GARDEN PLOT, 43 FEET E OF FENCE, 34 FEET S OF FENCE
 BW2522'AND REFERENCE POST.  IT IS STAMPED GILBERT 1941 AND IS FLUSH
 BW2522'WITH THE SURFACE OF THE GROUND.
 BW2522'
 BW2522'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2522'BRONZE DISKS SET IN CONCRETE.
 BW2522'
 BW2522'REFERENCE MARK NO. 1 IS 57 FEET SW OF SW CORNER OF SHACK,
 BW2522'46 FEET S OF SLAT FENCE.  IT IS STAMPED GILBERT NO. 1 1941 AND
 BW2522'PROJECTS 6 INCHES.
 BW2522'
 BW2522'REFERENCE MARK NO. 2 IS 10 FEET W OF CENTER LINE OF ROAD AND
 BW2522'GATE IN CORNER OF PASTURE LOT.  IT IS STAMPED GILBERT NO. 2
 BW2522'1941 AND PROJECTS 6 INCHES.
 BW2522'
 BW2522'AZIMUTH MARK IS ON S SIDE OF CULTIVATED FIELD, 1 FOOT N OF
 BW2522'FENCE BETWEEN FIELD AND TIMBERED AREA, 178 FEET WSW OF SE
 BW2522'CORNER OF FIELD, 6 FEET W OF REFERENCE POST.  IT IS STAMPED
 BW2522'GILBERT 1941 AND PROJECTS 6 INCHES.
 BW2522'
 BW2522'TO REACH THE STATION FROM WISNER, GO S ON STATE HIGHWAY 15
 BW2522'FOR ABOUT 2 MILES AND TURN LEFT, (E) ON GRADED DIRT ROAD
 BW2522'ABOUT 100 YARDS S OF THE FRANKLIN-CATAHOULA PARISH LINE SIGN
 BW2522'AND AT THE S END OF A SECTION OF GUARD RAIL, (THIS POINT
 BW2522'IS 1.65 MILES N OF PECK RAILROAD DEPOT) GO 3.0 MILES AND
 BW2522'KEEP LEFT FORK STRAIGHT AHEAD E.  GO 1.7 MILES TO END OF ROAD AT
 BW2522'T-ROAD N AND S.  TURN LEFT AND GO N 0.1 MILE TO GATE AND
 BW2522'STATION 114 FEET N OF GATE IN PASTURE.
 BW2522'
 BW2522'A 116-FOOT SIGNAL AT COOTER IS VISIBLE AT 100 FEET.
 BW2522'
 BW2522'A 126-FOOT SIGNAL AT MONTICELLO IS VISIBLE AT 126 FEET.
 BW2522'
 BW2522'A 116-FOOT SIGNAL AT PBM SICILY ISLAND IS VISIBLE AT 116 FEET.
 BW2522'
 BW2522'A 77-FOOT SIGNAL AT SICILY IS VISIBLE AT 85 FEET.
 BW2522'
 BW2522'A 116-FOOT SIGNAL AT WISNER IS VISIBLE AT 85 FEET.
 BW2522'
 BW2522'HEIGHT OF LIGHT ABOVE STATION - 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2833 ***********************************************************************
 CQ2833  DESIGNATION -  GILBERT
 CQ2833  PID         -  CQ2833
 CQ2833  STATE/COUNTY-  LA/JACKSON
 CQ2833  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ2833
 CQ2833                         *CURRENT SURVEY CONTROL
 CQ2833  ___________________________________________________________________
 CQ2833* NAD 83(1992)-  32 19 13.82498(N)    092 42 09.13341(W)     ADJUSTED  
 CQ2833* NAVD 88     -        90.7    (meters)     298.     (feet)  VERTCON   
 CQ2833  ___________________________________________________________________
 CQ2833  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CQ2833  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2833
 CQ2833  HORZ ORDER  -  FIRST
 CQ2833
 CQ2833.The horizontal coordinates were established by classical geodetic methods
 CQ2833.and adjusted by the National Geodetic Survey in January 1993..
 CQ2833
 CQ2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2833
 CQ2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2833
 CQ2833.The geoid height was determined by GEOID03.
 CQ2833
 CQ2833;                    North         East     Units Scale Factor Converg.
 CQ2833;SPC LA N     -   201,868.471   980,929.678   MT  0.99993937   -0 06 25.5
 CQ2833;SPC LA N     -   662,296.81  3,218,266.79   sFT  0.99993937   -0 06 25.5
 CQ2833;UTM  15      - 3,576,001.229   527,998.841   MT  0.99960967   +0 09 32.5
 CQ2833
 CQ2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2833!SPC LA N     -   0.99998977  x   0.99993937  =   0.99992914
 CQ2833!UTM  15      -   0.99998977  x   0.99960967  =   0.99959945
 CQ2833
 CQ2833:                Primary Azimuth Mark                     Grid Az
 CQ2833:SPC LA N     -  GILBERT AZ MK                            082 30 24.0
 CQ2833:UTM  15      -  GILBERT AZ MK                            082 14 26.0
 CQ2833
 CQ2833|---------------------------------------------------------------------|
 CQ2833| PID    Reference Object                     Distance      Geod. Az  |
 CQ2833|                                                           dddmmss.s |
 CQ2833| CY3653 GILBERT AZ MK                                      0822358.5 |
 CQ2833| CY3654 GILBERT RM 1                         28.645 METERS 19806     |
 CQ2833| CY3655 GILBERT RM 2                         30.175 METERS 25151     |
 CQ2833|---------------------------------------------------------------------|
 CQ2833
 CQ2833                          SUPERSEDED SURVEY CONTROL
 CQ2833
 CQ2833  NAD 83(1986)-  32 19 13.83829(N)    092 42 09.12406(W) AD(       ) 1
 CQ2833  NAD 27      -  32 19 13.28197(N)    092 42 08.57789(W) AD(       ) 1
 CQ2833  NGVD 29 (07/19/86)   90.8    (m)          298.     (f) VERT ANG       
 CQ2833
 CQ2833.Superseded values are not recommended for survey control.
 CQ2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2833.See file dsdata.txt to determine how the superseded data were derived.
 CQ2833
 CQ2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2799976001(NAD 83)
 CQ2833_MARKER: DS = TRIANGULATION STATION DISK
 CQ2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2833
 CQ2833  HISTORY     - Date     Condition        Report By
 CQ2833  HISTORY     - 1971     MONUMENTED       NGS
 CQ2833  HISTORY     - 1971     GOOD             NGS
 CQ2833
 CQ2833                          STATION DESCRIPTION
 CQ2833
 CQ2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2833'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF JONESBORO, 3 MILES
 CQ2833'NORTHEAST OF HODGE, 2 MILES SOUTHEAST OF QUITMAN IN THE NORTHWEST
 CQ2833'1/4 OF SECTION 5, T 15 N, R 3 W AND ON THE PROPERTY OF
 CQ2833'MR. W.A. GILBERT, QUITMAN, LOUISIANA, 71268.
 CQ2833'
 CQ2833'TO REACH THE STATION FROM THE POST OFFICE IN QUITMAN, GO EASTERLY
 CQ2833'ON US HIGHWAY 167 FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ2833'542.  CONTINUE EAST AND SOUTHERLY ON US HIGHWAY 167 FOR 1.55
 CQ2833'MILES TO A DRIVEWAY BETWEEN A BRICK HOUSE AND A FRAME HOUSE ON
 CQ2833'THE RIGHT.  TURN RIGHT AND GO WEST ON DRIVEWAY FOR 0.05 MILE
 CQ2833'TO THE STATION.
 CQ2833'
 CQ2833'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DRIVEWAY
 CQ2833'FOR 0.05 MILE TO US HIGHWAY 167.  TURN RIGHT AND GO SOUTH FOR
 CQ2833'0.05 MILE TO A SAND ROAD ON THE LEFT.  TURN LEFT AND GO
 CQ2833'NORTHEASTERLY ON SAND ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 CQ2833'ON THE RIGHT.
 CQ2833'
 CQ2833'THE STATION MARKS ARE STANDARD DISKS STAMPED GILBERT 1971.  THE
 CQ2833'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2833'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET
 CQ2833'SOUTHWEST OF A POWER LINE POLE, 27 FEET SOUTHEAST OF AN 8-INCH
 CQ2833'PINE TREE, 18 FEET NORTH OF A TRACK ROAD AND 4.2 FEET SOUTHEAST
 CQ2833'OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS SET
 CQ2833'IN THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CQ2833'SURFACE.
 CQ2833'
 CQ2833'REFERENCE MARK 1, A STANDARD DISK STAMPED GILBERT NO 1 1971, IS
 CQ2833'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2833'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 73 FEET SOUTH
 CQ2833'OF THE CENTER OF THE TRACK ROAD, 23 FEET SOUTH-SOUTHWEST OF THE
 CQ2833'NORTHWEST CORNER FENCE POST OF A DOG PEN, AND 1.6 FEET WEST OF
 CQ2833'THE WEST FENCE OF THE DOG PEN.
 CQ2833'
 CQ2833'REFERENCE MARK 2, A STANDARD DISK STAMPED GILBERT NO 2 1971, IS
 CQ2833'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2833'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 90 FEET
 CQ2833'SOUTHWEST OF THE METAL WITNESS POST WITH SIGN, 15 FEET SOUTH
 CQ2833'OF THE TRACK ROAD AND 3 FEET EAST OF A FENCE LINE.
 CQ2833'
 CQ2833'AZIMUTH MARK, A STANDARD DISK STAMPED GILBERT 1971, IS SET IN
 CQ2833'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2833'FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET EAST OF A TRACK
 CQ2833'ROAD, 16 FEET NORTHWEST OF AN 18-INCH PINE TREE AND 6 FEET EAST
 CQ2833'OF A 20-INCH PINE TREE.  IT IS ON THE PROPERTY OF MR. R.L. CONE,
 CQ2833'BOX 400, HODGE, LOUISIANA, 71247.  PHONE NUMBER 259-7214.
 CQ2833'
 CQ2833'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 CQ2833
 CQ2833                          STATION RECOVERY (1971)
 CQ2833
 CQ2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2833'ALL MARKS MEASURED WITH A 300 FEET TAPE, PULLING 10 KG. TENSION.
 CQ2833'
 CQ2833'NO MEASUREMENT BETWEEN THE RMS, DUE TO TREES AND BRUSH ON LINE.
 CQ2833'
 CQ2833'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 CQ2833'AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  BY
 CQ2833'REQUEST OF THE PROPERTY OWNER THE STATION MARK WAS LOWERED
 CQ2833'20-INCHES BELOW THE GROUND SURFACE.  REFERENCE MARKS 3 AND 4 AND
 CQ2833'A NEW AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 CQ2833'
 CQ2833'A NEW COMPLETE DESCRIPTION FOLLOWS--
 CQ2833'
 CQ2833'THE STATION IS LOCATED ABOUT 7-3/4 MILES SOUTHEAST OF GILBERT,
 CQ2833'4-3/4 MILES EAST-SOUTHEAST OF WISNER AND 4-1/2 MILES EAST OF
 CQ2833'THE SETTLEMENT OF ELAM, NEAR THE SOUTHEAST CORNER OF SECTION
 CQ2833'6, T 11 N, R 9 E, IN PASTURE LAND OWNED BY MR. BILL BIXLER, BOX
 CQ2833'160, WISNER, LOUISIANA, PHONE NUMBER IS 724-3351.
 CQ2833'
 CQ2833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 562
 CQ2833'(WEST) IN WISNER, GO SOUTH ON HIGHWAY 15 FOR 2.45 MILES TO A
 CQ2833'GRAVELED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON
 CQ2833'THE GRAVELED ROAD FOR 4.45 MILES TO FARM YARD AND A LARGE RED
 CQ2833'METAL BUILDING ON THE RIGHT.  CONTINUE EAST ON A FIELD ROAD FOR
 CQ2833'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 CQ2833'FIELD ROAD FOR 0.2 MILE TO WHERE THE FIELD ROAD CURVES TO THE
 CQ2833'RIGHT (SOUTH) AND A GATE STRAIGHT AHEAD.  PASS THROUGH THE
 CQ2833'GATE, THEN TURN LEFT AND GO NORTHERLY ACROSS PASTURE TOWARD A
 CQ2833'LARGE LONE DOUBLE-TRUNKED CYPRESS TREE FOR 0.1 MILE TO THE
 CQ2833'STATION.
 CQ2833'
 CQ2833'THE STATION MARKS ARE STANDARD DISKS STAMPED GILBERT 1941
 CQ2833'1971.  THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH
 CQ2833'CYLINDRICAL CONCRETE MONUMENT THAT IS 20-INCHES BELOW THE SURFACE
 CQ2833'OF THE GROUND.  IT IS 177 FEET EAST-SOUTHEAST OF A 24-INCH OAK
 CQ2833'TREE, 129 FEET SOUTHWEST OF A METAL WITNESS POST, 110 FEET
 CQ2833'SOUTH-SOUTHEAST OF THE DOUBLE-TRUNKED CYPRESS TREE AND 66 FEET
 CQ2833'SOUTH-SOUTHEAST OF THE EDGE OF BAYOU BANK.  THE UNDERGROUND
 CQ2833'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42-INCHES BELOW
 CQ2833'THE SURFACE OF THE GROUND.
 CQ2833'
 CQ2833'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED GILBERT 1941
 CQ2833'NO 3 1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CQ2833'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET
 CQ2833'SOUTH-SOUTHEAST OF THE EDGE OF THE BAYOU BANK AND 2 FEET
 CQ2833'SOUTH-SOUTHEAST OF THE METAL WITNESS POST.
 CQ2833'
 CQ2833'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED GILBERT
 CQ2833'1941 NO 4 1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CQ2833'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  REFERENCE
 CQ2833'MARK NUMBER 4 IS 70 FEET EAST-SOUTHEAST OF THE 24-INCH OAK
 CQ2833'TREE AND 5 FEET SOUTH-SOUTHEAST OF THE EDGE OF THE BAYOU BANK.
 CQ2833'
 CQ2833'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILBERT 1941 1971,
 CQ2833'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2833'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 12 FEET
 CQ2833'NORTH OF THE CENTER OF THE FIELD ROAD, 3.5 FEET EAST OF A METAL
 CQ2833'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 CQ2833'
 CQ2833'HEIGHT OF LIGHT ABOVE STATION MARK 125.1 FEET.
 CQ2833'
 CQ2833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2833'4-1/2 MILES EAST OF ELAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3003 ***********************************************************************
 CP3003  DESIGNATION -  GILBERT MUNICIPAL TANK
 CP3003  PID         -  CP3003
 CP3003  STATE/COUNTY-  LA/FRANKLIN
 CP3003  USGS QUAD   -  GILBERT (1983)
 CP3003
 CP3003                         *CURRENT SURVEY CONTROL
 CP3003  ___________________________________________________________________
 CP3003* NAD 83(1992)-  32 03 03.69290(N)    091 39 35.00930(W)     ADJUSTED  
 CP3003* NAVD 88     -                                                        
 CP3003  ___________________________________________________________________
 CP3003  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CP3003  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP3003
 CP3003  HORZ ORDER  -  THIRD
 CP3003
 CP3003.The horizontal coordinates were established by classical geodetic methods
 CP3003.and adjusted by the National Geodetic Survey in May 1994..
 CP3003
 CP3003
 CP3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3003
 CP3003.The geoid height was determined by GEOID03.
 CP3003
 CP3003;                    North         East     Units Scale Factor Converg.
 CP3003;SPC LA N     -   172,277.689 1,079,348.892   MT  0.99991744   +0 26 39.3
 CP3003;SPC LA N     -   565,214.38  3,541,163.82   sFT  0.99991744   +0 26 39.3
 CP3003;UTM  15      - 3,546,876.986   626,531.075   MT  0.99979744   +0 42 40.8
 CP3003
 CP3003                          SUPERSEDED SURVEY CONTROL
 CP3003
 CP3003  NAD 83(1992)-  32 03 03.69540(N)    091 39 35.00809(W) AD(       ) 4
 CP3003  NAD 83(1986)-  32 03 03.70573(N)    091 39 35.00433(W) AD(       ) 4
 CP3003  NAD 27      -  32 03 03.14477(N)    091 39 34.55679(W) AD(       ) 3
 CP3003
 CP3003.Superseded values are not recommended for survey control.
 CP3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3003.See file dsdata.txt to determine how the superseded data were derived.
 CP3003
 CP3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2653146877(NAD 83)
 CP3003_MARKER: 53 = ELEVATED TANK
 CP3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3003+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP3003
 CP3003  HISTORY     - Date     Condition        Report By
 CP3003  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP3003  HISTORY     - 20050318 GOOD             USPSQD
 CP3003
 CP3003                          STATION DESCRIPTION
 CP3003
 CP3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3003'THE GILBERT MUNICIPAL WATER TANK IS LOCATED 1 BLOCK WEST OF THE
 CP3003'JUNCTION OF STATE HIGHWAYS 15 AND 128, 100 FEET SOUTH OF THE
 CP3003'INTERSECTION OF OAK STREET AND GAITHER AVENUE AND ON THE NORTH
 CP3003'SIDE OF THE WATER PLANT.
 CP3003'
 CP3003'IT IS AN ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS AND IS 115
 CP3003'FEET HIGH.
 CP3003'
 CP3003'POINT INTERSECTED WAS THE TOP-CENTER OF THE TANK.
 CP3003
 CP3003                          STATION RECOVERY (2005)
 CP3003
 CP3003'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP3003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3655 ***********************************************************************
 BJ3655  DESIGNATION -  GILEAD
 BJ3655  PID         -  BJ3655
 BJ3655  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3655  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3655
 BJ3655                         *CURRENT SURVEY CONTROL
 BJ3655  ___________________________________________________________________
 BJ3655* NAD 83(1992)-  30 47 08.28196(N)    090 51 25.01287(W)     ADJUSTED  
 BJ3655* NAVD 88     -        41.664  (meters)     136.69   (feet)  ADJUSTED  
 BJ3655  ___________________________________________________________________
 BJ3655  X           -     -82,021.821 (meters)                     COMP
 BJ3655  Y           -  -5,483,592.512 (meters)                     COMP
 BJ3655  Z           -   3,245,506.363 (meters)                     COMP
 BJ3655  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ3655  ELLIP HEIGHT-          14.38  (meters)          (02/21/02) GPS OBS
 BJ3655  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3655  DYNAMIC HT  -          41.610 (meters)     136.52  (feet)  COMP
 BJ3655  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ3655
 BJ3655  HORZ ORDER  -  FIRST
 BJ3655  VERT ORDER  -  SECOND    CLASS I
 BJ3655  ELLP ORDER  -  FOURTH    CLASS I
 BJ3655
 BJ3655.The horizontal coordinates were established by GPS observations
 BJ3655.and adjusted by the National Geodetic Survey in May 1994..
 BJ3655
 BJ3655.The orthometric height was determined by differential leveling
 BJ3655.and adjusted by the National Geodetic Survey in February 1994..
 BJ3655
 BJ3655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3655
 BJ3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3655
 BJ3655.The ellipsoidal height was determined by GPS observations
 BJ3655.and is referenced to NAD 83.
 BJ3655
 BJ3655.The geoid height was determined by GEOID03.
 BJ3655
 BJ3655.The dynamic height is computed by dividing the NAVD 88
 BJ3655.geopotential number by the normal gravity value computed on the
 BJ3655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3655.degrees latitude (g = 980.6199 gals.).
 BJ3655
 BJ3655.The modeled gravity was interpolated from observed gravity values.
 BJ3655
 BJ3655;                    North         East     Units Scale Factor Converg.
 BJ3655;SPC LA S     -   253,452.106 1,045,599.035   MT  1.00001933   +0 14 17.5
 BJ3655;SPC LA S     -   831,534.12  3,430,436.17   sFT  1.00001933   +0 14 17.5
 BJ3655;UTM  15      - 3,407,808.664   705,067.892   MT  1.00011878   +1 05 50.1
 BJ3655
 BJ3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3655!SPC LA S     -   0.99999774  x   1.00001933  =   1.00001707
 BJ3655!UTM  15      -   0.99999774  x   1.00011878  =   1.00011652
 BJ3655
 BJ3655|---------------------------------------------------------------------|
 BJ3655| PID    Reference Object                     Distance      Geod. Az  |
 BJ3655|                                                           dddmmss.s |
 BJ3655| BJ3654 GILEAD RM 1                          31.810 METERS 15549     |
 BJ3655| BJ3656 GILEAD RM 2                          24.220 METERS 24542     |
 BJ3655| BJ3657 GILEAD AZ MK                        APPROX. 0.7 KM 3330857.3 |
 BJ3655|---------------------------------------------------------------------|
 BJ3655
 BJ3655                          SUPERSEDED SURVEY CONTROL
 BJ3655
 BJ3655  ELLIP H (05/13/94)   14.46   (m)                       GP(       ) 4 1
 BJ3655  NAD 83(1992)-  30 47 08.28243(N)    090 51 25.01274(W) AD(       ) 1
 BJ3655  ELLIP H (01/21/93)   14.47   (m)                       GP(       ) 4 2
 BJ3655  NAD 83(1986)-  30 47 08.30002(N)    090 51 25.00932(W) AD(       ) 1
 BJ3655  NGVD 29 (06/20/87)   41.68   (m)          136.7    (f) LEVELING    3  
 BJ3655
 BJ3655.Superseded values are not recommended for survey control.
 BJ3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3655.See file dsdata.txt to determine how the superseded data were derived.
 BJ3655
 BJ3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0506807809(NAD 83)
 BJ3655_MARKER: DS = TRIANGULATION STATION DISK
 BJ3655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3655_SP_SET: CONCRETE POST
 BJ3655_STAMPING: GILEAD 1984
 BJ3655_MARK LOGO: LADH  
 BJ3655_PROJECTION: FLUSH
 BJ3655_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3655+STABILITY: SURFACE MOTION
 BJ3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3655+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1985
 BJ3655
 BJ3655  HISTORY     - Date     Condition        Report By
 BJ3655  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3655  HISTORY     - 1984     GOOD             LADTD
 BJ3655  HISTORY     - 19850606 GOOD
 BJ3655
 BJ3655                          STATION DESCRIPTION
 BJ3655
 BJ3655'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3655'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 38, T3S,
 BJ3655'R3E.  OWNERSHIP-- LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3655'DEVELOPMENT.
 BJ3655'
 BJ3655'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ALONG
 BJ3655'STATE HIGHWAY 10 FOR ABOUT 14.1 KM (8.75 MI) TO THE JUNCTION WITH A
 BJ3655'GRAVEL T-ROAD (RIVER ROAD) ON THE RIGHT THENCE SOUTH (RIGHT) ON THE
 BJ3655'GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO THE JUNCTION WITH ANOTHER GRAVEL
 BJ3655'ROAD (RATTLESNAKE ROAD), THENCE SOUTHWEST (RIGHT) ON THE GRAVEL ROAD
 BJ3655'FOR 1.0 KM (0.6 MI) TO THE JUNCTION WITH A BLACKTOP ROAD THENCE
 BJ3655'SOUTHEAST ON THE BLACKTOP ROAD WHICH TURNS INTO STATE HIGHWAY 960 FOR
 BJ3655'6.6 KM (4.1 MI) TO THE STATION MARK ON THE LEFT.
 BJ3655'
 BJ3655'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3655'DISK STAMPED---GILEAD 1984---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3655'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3655'14.9 METERS (49 FEET) NW FROM A TELEPHONE JUNCTION BOX, 13.7 METERS
 BJ3655'(45 FEET) WNW FROM A FENCE CORNER, 12.6 METERS (41.5 FEET) ENE FROM
 BJ3655'THE CENTER OF HIGHWAY 960, 1.7 METERS (5.5 FEET) WSW FROM A BARB WIRE
 BJ3655'FENCE, AND 1.5 METERS (5 FEET) WSW FROM A METAL WITNESS POST AND SIGN.
 BJ3655'
 BJ3655'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3655'DEVELOPMENT DISK STAMPED---GILEAD 1984---SET INTO AN IRREGULAR MASS
 BJ3655'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3655'
 BJ3655'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3655'DEVELOPMENT DISK STAMPED---GILEAD RM 1 1984---SET INTO THE TOP OF A
 BJ3655'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3655'GROUND LOCATED 18.3 METERS (60 FEET) SSE FROM A FENCE CORNER, 17.4
 BJ3655'METERS (57 FEET) SSE FROM A TELEPHONE JUNCTION BOX, 13.7 METERS (45
 BJ3655'FEET) NE FROM THE CENTER OF HIGHWAY 960, AND 0.5 METER (1.5 FEET) WSW
 BJ3655'FROM A METAL WITNESS POST AND SIGN.
 BJ3655'
 BJ3655'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3655'DEVELOPMENT DISK STAMPED---GILEAD RM 2 1984---SET INTO THE TOP OF A
 BJ3655'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3655'GROUND LOCATED 11.9 METERS (39 FEET) WSW FROM THE CENTER OF HIGHWAY
 BJ3655'960, 10.4 METERS (34 FEET) NNW FROM THE CENTER OF A GRAVEL DRIVE, 7.3
 BJ3655'METERS (24 FEET) NW FROM THE NORTH END OF A CONCRETE CULVERT, AND 2.3
 BJ3655'METERS (7.5 FEET) NE FROM A METAL WITNESS POST AND SIGN.
 BJ3655'
 BJ3655'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3655'DISK STAMPED---GILEAD AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3655'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH GROUND
 BJ3655'LOCATED 10.1 METERS (35 FEET) WSW FROM THE CENTER OF HIGHWAY 90, 8.1
 BJ3655'METERS (26.5 FEET) ENE FROM A NET FENCE, 7.9 METERS (26 FEET) ENE
 BJ3655'FROM THE CENTER OF A GRAVEL DRIVE, 5.8 METERS (19 FEET) NW FROM A
 BJ3655'WITNESS POST.
 BJ3655'
 BJ3655'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE ON STATE HIGHWAY 960
 BJ3655'FOR 0.64 KM (0.4 MI) TO THE AZIMUTH MARK ON THE LEFT.
 BJ3655
 BJ3655                          STATION RECOVERY (1984)
 BJ3655
 BJ3655'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3655'27.5 KM (17.1 MI) SE FROM CLINTON.
 BJ3655'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3655'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3655'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3655'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3655'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3655'WITH A BLACKTOP ROAD, THENCE SOUTHEAST ON THE BLACKTOP ROAD WHICH
 BJ3655'TURNS INTO STATE HIGHWAY 960 FOR 6.6 KM (4.1 MI) TO THE STATION MARK
 BJ3655'ON THE LEFT, 14.9 METERS (49 FT) NORTHWEST OF A TELEPHONE JUNCTION
 BJ3655'BOX, 13.7 METERS (45 FT) WEST-NORTHWEST OF A FENCE CORNER, 12.6 METERS
 BJ3655'(41.5 FT) EAST-NORTHEAST OF THE CENTER OF HIGHWAY 960, AND 1.7 METERS
 BJ3655'(5.5 FT) WEST-SOUTHWEST OF A BARB WIRE FENCE.
 BJ3655'THE MARK IS 1.52 METERS  SW FROM A WITNESS POST.
 BJ3655'THE MARK IS ABOVE LEVEL WITH HIGHWAY 960.
 BJ3655
 BJ3655                          STATION RECOVERY (1985)
 BJ3655
 BJ3655'RECOVERED 1985
 BJ3655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3657 ***********************************************************************
 BJ3657  DESIGNATION -  GILEAD AZ MK
 BJ3657  PID         -  BJ3657
 BJ3657  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3657  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3657
 BJ3657                         *CURRENT SURVEY CONTROL
 BJ3657  ___________________________________________________________________
 BJ3657* NAD 83(1992)-  30 47 28.15355(N)    090 51 36.66572(W)     ADJUSTED  
 BJ3657* NAVD 88     -        48.811  (meters)     160.14   (feet)  ADJUSTED  
 BJ3657  ___________________________________________________________________
 BJ3657  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ3657  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3657  DYNAMIC HT  -          48.747 (meters)     159.93  (feet)  COMP
 BJ3657  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BJ3657
 BJ3657  HORZ ORDER  -  SECOND
 BJ3657  VERT ORDER  -  SECOND    CLASS I
 BJ3657
 BJ3657.The horizontal coordinates were established by classical geodetic methods
 BJ3657.and adjusted by the National Geodetic Survey in May 1994..
 BJ3657
 BJ3657.The orthometric height was determined by differential leveling
 BJ3657.and adjusted by the National Geodetic Survey in February 1994..
 BJ3657
 BJ3657.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3657
 BJ3657.The geoid height was determined by GEOID03.
 BJ3657
 BJ3657.The dynamic height is computed by dividing the NAVD 88
 BJ3657.geopotential number by the normal gravity value computed on the
 BJ3657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3657.degrees latitude (g = 980.6199 gals.).
 BJ3657
 BJ3657.The modeled gravity was interpolated from observed gravity values.
 BJ3657
 BJ3657;                    North         East     Units Scale Factor Converg.
 BJ3657;SPC LA S     -   254,062.796 1,045,286.677   MT  1.00002066   +0 14 11.7
 BJ3657;SPC LA S     -   833,537.69  3,429,411.37   sFT  1.00002066   +0 14 11.7
 BJ3657;UTM  15      - 3,408,414.662   704,746.381   MT  1.00011715   +1 05 44.8
 BJ3657
 BJ3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3657!SPC LA S     -   0.99999662  x   1.00002066  =   1.00001728
 BJ3657!UTM  15      -   0.99999662  x   1.00011715  =   1.00011377
 BJ3657
 BJ3657                          SUPERSEDED SURVEY CONTROL
 BJ3657
 BJ3657  NAD 83(1992)-  30 47 28.15390(N)    090 51 36.66553(W) AD(       ) 2
 BJ3657  NAD 83(1986)-  30 47 28.17148(N)    090 51 36.66214(W) AD(       ) 2
 BJ3657  NGVD 29 (06/20/87)   48.82   (m)          160.2    (f) LEVELING    3  
 BJ3657
 BJ3657.Superseded values are not recommended for survey control.
 BJ3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3657.See file dsdata.txt to determine how the superseded data were derived.
 BJ3657
 BJ3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0474608415(NAD 83)
 BJ3657_MARKER: DZ = AZIMUTH MARK DISK
 BJ3657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3657_SP_SET: CONCRETE POST
 BJ3657_STAMPING: GILEAD AZ MK 1984
 BJ3657_MARK LOGO: LADH  
 BJ3657_PROJECTION: FLUSH
 BJ3657_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3657+STABILITY: SURFACE MOTION
 BJ3657
 BJ3657  HISTORY     - Date     Condition        Report By
 BJ3657  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3657  HISTORY     - 1984     GOOD             LADTD
 BJ3657
 BJ3657                          STATION DESCRIPTION
 BJ3657
 BJ3657'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3657'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 58, T3S,
 BJ3657'R3E.  OWNERSHIP-- LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3657'DEVELOPMENT.
 BJ3657'
 BJ3657'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ALONG
 BJ3657'STATE HIGHWAY 10 FOR ABOUT 14.1 KM (8.75 MI) TO THE JUNCTION WITH A
 BJ3657'GRAVEL T-ROAD (RIVER ROAD) ON THE RIGHT, THENCE SOUTH (RIGHT) ON THE
 BJ3657'GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO THE JUNCTION WITH ANOTHER GRAVEL
 BJ3657'ROAD (RATTLESNAKE ROAD), THENCE SOUTHWEST (RIGHT) ON THE GRAVEL ROAD
 BJ3657'FOR 1.0 KM (0.6 MI) TO THE JUNCTION WITH A BLACKTOP ROAD, THENCE
 BJ3657'SOUTHEAST ON THE BLACKTOP ROAD WHICH TURNS INTO STATE HIGHWAY 960 FOR
 BJ3657'5.9 KM (3.7 MI) TO THE STATION ON THE RIGHT.
 BJ3657'
 BJ3657'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3657'DISK STAMPED---GILEAD AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3657'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3657'LOCATED 10.1 METERS (35 FEET) WSW FROM THE CENTER OF HIGHWAY 90, 8.1
 BJ3657'METERS (26.5 FEET) ENE FROM A NET FENCE, 7.9 METERS (26 FEET) ENE
 BJ3657'FROM THE CENTER OF A GRAVEL DRIVE, AND 5.8 METERS (19 FEET) NW FROM A
 BJ3657'WITNESS POST.
 BJ3657
 BJ3657                          STATION RECOVERY (1984)
 BJ3657
 BJ3657'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3657'26.9 KM (16.7 MI) SE FROM CLINTON.
 BJ3657'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3657'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3657'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3657'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3657'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3657'WITH A BLACKTOP ROAD, THENCE SOUTHEAST ON THE BLACKTOP ROAD WHICH
 BJ3657'TURNS INTO STATE HIGHWAY 960 FOR 6 KM (3.7 MI) TO THE AZIMUTH MARK ON
 BJ3657'THE RIGHT, 21.9 METERS (72 FT) NORTH OF A POWER POLE WITH TRANSFORMER,
 BJ3657'21.9 METERS (72 FT) NORTH OF A RIGHT-OF-WAY MARKER, 10.7 METERS
 BJ3657'(35 FT) WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 960, 8.1 METERS
 BJ3657'(26.5 FT) EAST-NORTHEAST OF A NET FENCE, 5.8 METERS (19 FT) NORTHWEST
 BJ3657'OF THE CENTER OF A GRAVEL DRIVE, AND 4.6 METERS (15 FT) WEST-NORTHWEST
 BJ3657'OF THE NORTHWEST END OF A CULVERT.
 BJ3657'THE MARK IS 7.92 METERS  NE FROM A WITNESS POST.
 BJ3657'THE MARK IS 0.91 M BELOW HIGHWAY 960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3654 ***********************************************************************
 BJ3654  DESIGNATION -  GILEAD RM 1
 BJ3654  PID         -  BJ3654
 BJ3654  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3654  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3654
 BJ3654                         *CURRENT SURVEY CONTROL
 BJ3654  ___________________________________________________________________
 BJ3654* NAD 83(1986)-  30 47 05.     (N)    090 51 24.     (W)     SCALED    
 BJ3654* NAVD 88     -        41.544  (meters)     136.30   (feet)  ADJUSTED  
 BJ3654  ___________________________________________________________________
 BJ3654  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3654  DYNAMIC HT  -          41.491 (meters)     136.13  (feet)  COMP
 BJ3654  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ3654
 BJ3654  VERT ORDER  -  SECOND    CLASS I
 BJ3654
 BJ3654.The horizontal coordinates were scaled from a topographic map and have
 BJ3654.an estimated accuracy of +/- 6 seconds.
 BJ3654
 BJ3654.The orthometric height was determined by differential leveling
 BJ3654.and adjusted by the National Geodetic Survey in February 1994..
 BJ3654
 BJ3654.The geoid height was determined by GEOID03.
 BJ3654
 BJ3654.The dynamic height is computed by dividing the NAVD 88
 BJ3654.geopotential number by the normal gravity value computed on the
 BJ3654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3654.degrees latitude (g = 980.6199 gals.).
 BJ3654
 BJ3654.The modeled gravity was interpolated from observed gravity values.
 BJ3654
 BJ3654;                    North         East    Units  Estimated Accuracy
 BJ3654;SPC LA S     -   253,350.    1,045,630.      MT  (+/- 180 meters Scaled)
 BJ3654
 BJ3654                          SUPERSEDED SURVEY CONTROL
 BJ3654
 BJ3654.No superseded survey control is available for this station.
 BJ3654
 BJ3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ050077(NAD 83)
 BJ3654_MARKER: DR = REFERENCE MARK DISK
 BJ3654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3654_SP_SET: CONCRETE POST
 BJ3654_STAMPING: GILEAD RM 1 1984
 BJ3654_MARK LOGO: LADH  
 BJ3654_PROJECTION: FLUSH
 BJ3654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3654+STABILITY: SURFACE MOTION
 BJ3654
 BJ3654  HISTORY     - Date     Condition        Report By
 BJ3654  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3654  HISTORY     - 1984     GOOD             LADTD
 BJ3654
 BJ3654                          STATION DESCRIPTION
 BJ3654
 BJ3654'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3654'28.2 KM (17.5 MI) SE FROM CLINTON.
 BJ3654'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3654'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3654'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3654'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3654'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3654'WITH A BLACKTOP ROAD, THENCE SOUTHEAST ON THE BLACKTOP ROAD WHICH
 BJ3654'TURNS INTO STATE HIGHWAY 960 FOR 7.2KM (4.5MI) TO THE REFERENCE MARK
 BJ3654'ON THE LEFT, 18.3 METERS (60 FT) SOUTH-SOUTHEAST OF A FENCE CORNER,
 BJ3654'17.4 METERS (57 FT) SOUTH-SOUTHEAST OF A TELEPHONE JUNCTION BOX,
 BJ3654'13.7 METERS (45 FT) NORTHEAST OF THE CENTER OF HIGHWAY 960, AND
 BJ3654'3 METERS (10 FT) NORTHWEST OF A POWER POLE.
 BJ3654'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BJ3654'THE MARK IS ABOVE LEVEL WITH HIGHWAY 960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3656 ***********************************************************************
 BJ3656  DESIGNATION -  GILEAD RM 2
 BJ3656  PID         -  BJ3656
 BJ3656  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3656  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3656
 BJ3656                         *CURRENT SURVEY CONTROL
 BJ3656  ___________________________________________________________________
 BJ3656* NAD 83(1986)-  30 47 05.     (N)    090 51 24.     (W)     SCALED    
 BJ3656* NAVD 88     -        41.585  (meters)     136.43   (feet)  ADJUSTED  
 BJ3656  ___________________________________________________________________
 BJ3656  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3656  DYNAMIC HT  -          41.531 (meters)     136.26  (feet)  COMP
 BJ3656  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ3656
 BJ3656  VERT ORDER  -  SECOND    CLASS I
 BJ3656
 BJ3656.The horizontal coordinates were scaled from a topographic map and have
 BJ3656.an estimated accuracy of +/- 6 seconds.
 BJ3656
 BJ3656.The orthometric height was determined by differential leveling
 BJ3656.and adjusted by the National Geodetic Survey in February 1994..
 BJ3656
 BJ3656.The geoid height was determined by GEOID03.
 BJ3656
 BJ3656.The dynamic height is computed by dividing the NAVD 88
 BJ3656.geopotential number by the normal gravity value computed on the
 BJ3656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3656.degrees latitude (g = 980.6199 gals.).
 BJ3656
 BJ3656.The modeled gravity was interpolated from observed gravity values.
 BJ3656
 BJ3656;                    North         East    Units  Estimated Accuracy
 BJ3656;SPC LA S     -   253,350.    1,045,630.      MT  (+/- 180 meters Scaled)
 BJ3656
 BJ3656                          SUPERSEDED SURVEY CONTROL
 BJ3656
 BJ3656.No superseded survey control is available for this station.
 BJ3656
 BJ3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ050077(NAD 83)
 BJ3656_MARKER: DR = REFERENCE MARK DISK
 BJ3656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3656_SP_SET: CONCRETE POST
 BJ3656_STAMPING: GILEAD RM 2 1984
 BJ3656_MARK LOGO: LADH  
 BJ3656_PROJECTION: FLUSH
 BJ3656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3656+STABILITY: SURFACE MOTION
 BJ3656
 BJ3656  HISTORY     - Date     Condition        Report By
 BJ3656  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3656  HISTORY     - 1984     GOOD             LADTD
 BJ3656
 BJ3656                          STATION DESCRIPTION
 BJ3656
 BJ3656'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3656'28.2 KM (17.5 MI) SE FROM CLINTON.
 BJ3656'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3656'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3656'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3656'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3656'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3656'WITH A BLACKTOP ROAD, THENCE SOUTHEAST ON THE BLACKTOP ROAD WHICH
 BJ3656'TURNS INTO STATE HIGHWAY 960 FOR 7.2 KM (4.5 MI) TO THE REFERENCE MARK
 BJ3656'ON THE RIGHT, 11.9 METERS (39 FT) WEST-SOUTHWEST OF THE CENTER OF
 BJ3656'HIGHWAY 960, 10.4 METERS (34 FT) NORTH-NORTHWEST OF THE CENTER OF A
 BJ3656'GRAVEL DRIVE, 7.3 METERS (24 FT) NORTHWEST OF THE NORTH END OF A
 BJ3656'CONCRETE CULVERT, AND 2.3 METERS (7.5 FT) NORTHEAST OF A FENCE CORNER.
 BJ3656'THE MARK IS 2.29 METERS  E FROM A WITNESS POST.
 BJ3656'THE MARK IS 0.30 M BELOW HIGHWAY 960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0699 ***********************************************************************
 BW0699  DESIGNATION -  GILLESPIE BOLT
 BW0699  PID         -  BW0699
 BW0699  STATE/COUNTY-  LA/TENSAS
 BW0699  USGS QUAD   -  ST JOSEPH (1986)
 BW0699
 BW0699                         *CURRENT SURVEY CONTROL
 BW0699  ___________________________________________________________________
 BW0699* NAD 83(1986)-  31 55 13.     (N)    091 13 05.     (W)     SCALED    
 BW0699* NAVD 88     -        21.65   (+/-2cm)      71.0    (feet)  VERTCON   
 BW0699  ___________________________________________________________________
 BW0699  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0699
 BW0699  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0699
 BW0699.The horizontal coordinates were scaled from a topographic map and have
 BW0699.an estimated accuracy of +/- 6 seconds.
 BW0699
 BW0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0699.The vertical order pertains to the NGVD 29 superseded value.
 BW0699
 BW0699.The geoid height was determined by GEOID03.
 BW0699
 BW0699;                    North         East    Units  Estimated Accuracy
 BW0699;SPC LA N     -   158,190.    1,121,230.      MT  (+/- 180 meters Scaled)
 BW0699
 BW0699                          SUPERSEDED SURVEY CONTROL
 BW0699
 BW0699  NGVD 29 (??/??/92)   21.665  (m)           71.08   (f) ADJ UNCH    1 2
 BW0699
 BW0699.Superseded values are not recommended for survey control.
 BW0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0699.See file dsdata.txt to determine how the superseded data were derived.
 BW0699
 BW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR684329(NAD 83)
 BW0699_MARKER: B = BOLT
 BW0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0699_SP_SET: TILE
 BW0699_STAMPING: GILLESPIE
 BW0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0699
 BW0699  HISTORY     - Date     Condition        Report By
 BW0699  HISTORY     - UNK      MONUMENTED       USE
 BW0699  HISTORY     - 1938     GOOD             NGS
 BW0699
 BW0699                          STATION DESCRIPTION
 BW0699
 BW0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0699'1 MI NE FROM ST JOSEPH.
 BW0699'1 MILE NORTHEAST OF ST. JOSEPH, TENSAS PARISH, ON THE RIGHT BANK OF
 BW0699'MISSISSIPPI RIVER, IN PANOLA FOREST, 5/8 MILE SOUTHEAST OF PANOLA
 BW0699'COTTON GIN INSIDE THE LEVEE, BETWEEN THE LEVEE AND BONDURANT CHUTE,
 BW0699'3500 FEET FROM THE TOP OF THE RIGHT BANK OF THE CHUTE (IN 1944) 380
 BW0699'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN UNCULTIVATED FIELD THAT
 BW0699'IS SEPARATED ON THE WEST BY A DEEP THICKLY-WOODED SLOUGH FROM A LARGER
 BW0699'FIELD THAT FRONTS ON A LEVEE BORROW PIT, 300 FEET SOUTH OF THE
 BW0699'SOUTHEAST BANK OF A NORTH-EAST-AND-SOUTHWEST SLOUGH THAT SKIRTS ALONG
 BW0699'THE EAST EDGE OF THE SMALLER FIELD, ON THE EAST SLOPE OF A WIDE FLAT
 BW0699'RIDGE, ON THE SOUTHEAST SIDE OF THE ROAD, 900 FEET ABOVE A ROAD FORK
 BW0699'(THE UPPER ROAD WHICH PASSES THE BENCH MARK LEADS OUT TO THE MIDDLE OF
 BW0699'BONDURANT CHUTE, THE LOWER ROAD LEADS ACROSS A BORROW PIT IN THE
 BW0699'VICINITY OF PANOLA GIN AND WINDS THROUGH THE FIELD AND SCATTERED
 BW0699'TIMBER), 42 FEET NORTHEAST OF A BLAZED 18-INCH SYCAMORE TREE, 30 FEET
 BW0699'EAST OF A BLAZED 18-INCH BLACK LOCUST TREE, 20 FEET SOUTHEAST OF A
 BW0699'BLAZED 24-INCH SYCAMORE TREE, 70 FEET WEST OF A BLAZED 18-INCH BITTER
 BW0699'PECAN TREE, AND 44 FEET SOUTHWEST OF A BLAZED 16-INCH BITTER PECAN
 BW0699'TREE.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER
 BW0699'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BW0699'ENGINEERS, U. S. ARMY, STANDARD CAP, PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0698 ***********************************************************************
 BW0698  DESIGNATION -  GILLESPIE CAP
 BW0698  PID         -  BW0698
 BW0698  STATE/COUNTY-  LA/TENSAS
 BW0698  USGS QUAD   -  ST JOSEPH (1986)
 BW0698
 BW0698                         *CURRENT SURVEY CONTROL
 BW0698  ___________________________________________________________________
 BW0698* NAD 83(1986)-  31 55 13.     (N)    091 13 05.     (W)     SCALED    
 BW0698* NAVD 88     -        22.88   (+/-2cm)      75.1    (feet)  VERTCON   
 BW0698  ___________________________________________________________________
 BW0698  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0698
 BW0698  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0698
 BW0698.The horizontal coordinates were scaled from a topographic map and have
 BW0698.an estimated accuracy of +/- 6 seconds.
 BW0698
 BW0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0698.The vertical order pertains to the NGVD 29 superseded value.
 BW0698
 BW0698.The geoid height was determined by GEOID03.
 BW0698
 BW0698;                    North         East    Units  Estimated Accuracy
 BW0698;SPC LA N     -   158,190.    1,121,230.      MT  (+/- 180 meters Scaled)
 BW0698
 BW0698                          SUPERSEDED SURVEY CONTROL
 BW0698
 BW0698  NGVD 29 (??/??/92)   22.889  (m)           75.09   (f) ADJ UNCH    1 2
 BW0698
 BW0698.Superseded values are not recommended for survey control.
 BW0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0698.See file dsdata.txt to determine how the superseded data were derived.
 BW0698
 BW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR684329(NAD 83)
 BW0698_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0698_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0698_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0698_STAMPING: GILLESPIE
 BW0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0698
 BW0698  HISTORY     - Date     Condition        Report By
 BW0698  HISTORY     - UNK      MONUMENTED       USE
 BW0698  HISTORY     - 1938     GOOD             NGS
 BW0698  HISTORY     - 1944     GOOD             DOD
 BW0698
 BW0698                          STATION DESCRIPTION
 BW0698
 BW0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0698'1 MI NE FROM ST JOSEPH.
 BW0698'1 MILE NORTHEAST OF ST. JOSEPH, TENSAS PARISH, ON THE RIGHT BANK OF
 BW0698'MISSISSIPPI RIVER, IN PANOLA FOREST, 5/8 MILE SOUTHEAST OF PANOLA
 BW0698'COTTON GIN INSIDE THE LEVEE, BETWEEN THE LEVEE AND BONDURANT CHUTE,
 BW0698'3500 FEET FROM THE TOP OF THE RIGHT BANK OF THE CHUTE (IN 1944) 380
 BW0698'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN UNCULTIVATED FIELD THAT
 BW0698'IS SEPARATED ON THE WEST BY A DEEP THICKLY-WOODED SLOUGH FROM A LARGER
 BW0698'FIELD THAT FRONTS ON A LEVEE BORROW PIT, 300 FEET SOUTH OF THE
 BW0698'SOUTHEAST BANK OF A NORTH-EAST-AND-SOUTHWEST SLOUGH THAT SKIRTS ALONG
 BW0698'THE EAST EDGE OF THE SMALLER FIELD, ON THE EAST SLOPE OF A WIDE FLAT
 BW0698'RIDGE, ON THE SOUTHWEST SIDE OF THE ROAD, 900 FEET ABOVE A ROAD FORK
 BW0698'(THE UPPER ROAD WHICH PASSES THE BENCH MARK LEADS OUT TO THE MIDDLE OF
 BW0698'BONDURANT CHUTE, THE LOWER ROAD LEADS ACROSS A BORROW PIT IN THE
 BW0698'VICINITY OF PANOLA GIN AND WINDS THROUGH THE FIELD AND SCATTERED
 BW0698'TIMBER), 42 FEET NORTHEAST OF A BLAZED 18-INCH SYCAMORE TREE, 30 FEET
 BW0698'EAST OF A BLAZED 18-INCH BLACK LOCUST TREE, 28 FEET SOUTHEAST OF A
 BW0698'BLAZED 24-INCH SYCAMORE TREE, 70 FEET WEST OF A BLAZED 18-INCH BITTER
 BW0698'PECAN TREE, AND 44 FEET SOUTHWEST OF A BLAZED 16-INCH BITTER PECAN
 BW0698'TREE.
 BW0698
 BW0698                          STATION RECOVERY (1944)
 BW0698
 BW0698'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1944
 BW0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3307 ***********************************************************************
 CQ3307  DESIGNATION -  GILLIAM
 CQ3307  PID         -  CQ3307
 CQ3307  STATE/COUNTY-  LA/CADDO
 CQ3307  USGS QUAD   -  GILLIAM (1971)
 CQ3307
 CQ3307                         *CURRENT SURVEY CONTROL
 CQ3307  ___________________________________________________________________
 CQ3307* NAD 83(1992)-  32 50 42.00246(N)    093 52 13.29409(W)     ADJUSTED  
 CQ3307* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 CQ3307  ___________________________________________________________________
 CQ3307  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CQ3307  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CQ3307
 CQ3307  HORZ ORDER  -  SECOND
 CQ3307
 CQ3307.The horizontal coordinates were established by classical geodetic methods
 CQ3307.and adjusted by the National Geodetic Survey in September 1999..
 CQ3307
 CQ3307.The orthometric height was scaled from a topographic map.
 CQ3307
 CQ3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3307
 CQ3307.The geoid height was determined by GEOID03.
 CQ3307
 CQ3307;                    North         East     Units Scale Factor Converg.
 CQ3307;SPC LA N     -   260,825.751   871,709.627   MT  1.00004553   -0 43 28.2
 CQ3307;SPC LA N     -   855,725.82  2,859,934.00   sFT  1.00004553   -0 43 28.2
 CQ3307;UTM  15      - 3,634,439.458   418,551.479   MT  0.99968180   -0 28 19.5
 CQ3307
 CQ3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3307!SPC LA N     -   0.99999503  x   1.00004553  =   1.00004055
 CQ3307!UTM  15      -   0.99999503  x   0.99968180  =   0.99967683
 CQ3307
 CQ3307                          SUPERSEDED SURVEY CONTROL
 CQ3307
 CQ3307  NAD 83(1992)-  32 50 42.00510(N)    093 52 13.29084(W) AD(       ) 2
 CQ3307  NAD 83(1992)-  32 50 42.00604(N)    093 52 13.28853(W) AD(       ) 2
 CQ3307  NAD 83(1986)-  32 50 42.01406(N)    093 52 13.28377(W) AD(       ) 2
 CQ3307  NAD 27      -  32 50 41.51300(N)    093 52 12.63800(W) AD(       ) 2
 CQ3307
 CQ3307.Superseded values are not recommended for survey control.
 CQ3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3307.See file dsdata.txt to determine how the superseded data were derived.
 CQ3307
 CQ3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1855134439(NAD 83)
 CQ3307_MARKER: P = PIPE CAP
 CQ3307_SETTING: 0 = UNSPECIFIED SETTING
 CQ3307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3307
 CQ3307  HISTORY     - Date     Condition        Report By
 CQ3307  HISTORY     - 1950     MONUMENTED       USE
 CQ3307
 CQ3307                          STATION DESCRIPTION
 CQ3307
 CQ3307'DESCRIBED BY US ENGINEERS 1950
 CQ3307'SEE STATION GALILEE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2589 ***********************************************************************
 BK2589  DESIGNATION -  GILLIS RESET
 BK2589  PID         -  BK2589
 BK2589  STATE/COUNTY-  LA/CALCASIEU
 BK2589  USGS QUAD   -  GAYTINE (1994)
 BK2589
 BK2589                         *CURRENT SURVEY CONTROL
 BK2589  ___________________________________________________________________
 BK2589* NAD 83(1992)-  30 23 23.77995(N)    093 13 18.88635(W)     ADJUSTED  
 BK2589* NAVD 88     -        14.   **(meters)      46.   **(feet)  SCALED    
 BK2589  **This station is located in a subsidence area (see below).
 BK2589  ___________________________________________________________________
 BK2589  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2589  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2589  DYNAMIC HT  -          13.9   (meters)      46.    (feet)  COMP
 BK2589  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 BK2589
 BK2589  HORZ ORDER  -  FIRST
 BK2589
 BK2589.The horizontal coordinates were established by classical geodetic methods
 BK2589.and adjusted by the National Geodetic Survey in January 1993..
 BK2589
 BK2589 ** The orthometric height has not been validated since last determined
 BK2589 ** by differential leveling and should not be used for control purposes.
 BK2589 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2589 ** area with valid NAVD 88 orthometric heights.
 BK2589 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2589 ** epoch indicated which incorporates improved geoid heights for the
 BK2589 ** Southern Louisiana Subsidence area.
 BK2589 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2589.The orthometric height was scaled from a topographic map.
 BK2589
 BK2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2589
 BK2589.The geoid height was determined by GEOID03.
 BK2589
 BK2589.The dynamic height is computed by dividing the NAVD 88
 BK2589.geopotential number by the normal gravity value computed on the
 BK2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2589.degrees latitude (g = 980.6199 gals.).
 BK2589
 BK2589.The modeled gravity was interpolated from observed gravity values.
 BK2589
 BK2589;                    North         East     Units Scale Factor Converg.
 BK2589;SPC LA S     -   210,986.114   818,512.125   MT  0.99994872   -0 56 39.5
 BK2589;SPC LA S     -   692,210.28  2,685,401.86   sFT  0.99994872   -0 56 39.5
 BK2589;UTM  15      - 3,362,015.909   478,681.161   MT  0.99960561   -0 06 44.1
 BK2589
 BK2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2589!SPC LA S     -   1.00000210  x   0.99994872  =   0.99995082
 BK2589!UTM  15      -   1.00000210  x   0.99960561  =   0.99960771
 BK2589
 BK2589|---------------------------------------------------------------------|
 BK2589| PID    Reference Object                     Distance      Geod. Az  |
 BK2589|                                                           dddmmss.s |
 BK2589| CV7633 GILLIS RM 1                          32.191 METERS 11436     |
 BK2589| BK2588 GILLIS RM 3                          28.957 METERS 12009     |
 BK2589| BK3109 LAKE CHARLES RICE MILL TALL TK      APPROX.16.3 KM 1751344.7 |
 BK2589| BK3184 GORDON LOOKOUT TOWER                APPROX.14.9 KM 3121351.5 |
 BK2589| CV7632 GILLIS AZ MK 2                                     3132102.1 |
 BK2589| CV8180 C 4187                                             3150225.9 |
 BK2589| BK2590 GILLIS RM 2                          27.586 METERS 32349     |
 BK2589| BK3086 C 4186 LAGS 1941                     73.084 METERS 34306     |
 BK2589| BK3085 GAYTINE TRANSCON GAS CO MAST        APPROX. 4.8 KM 3502402.3 |
 BK2589|---------------------------------------------------------------------|
 BK2589
 BK2589                          SUPERSEDED SURVEY CONTROL
 BK2589
 BK2589  NAD 83(1986)-  30 23 23.79973(N)    093 13 18.87866(W) AD(       ) 1
 BK2589  NAD 27      -  30 23 23.07296(N)    093 13 18.31432(W) AD(       ) 1
 BK2589  NGVD 29 (07/19/86)   13.6    (m)           45.     (f) VERT ANG       
 BK2589
 BK2589.Superseded values are not recommended for survey control.
 BK2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2589.See file dsdata.txt to determine how the superseded data were derived.
 BK2589
 BK2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7868162016(NAD 83)
 BK2589_MARKER: DS = TRIANGULATION STATION DISK
 BK2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2589_SP_SET: CONCRETE POST
 BK2589_STAMPING: GILLIS 1941 1974
 BK2589_MARK LOGO: NGS   
 BK2589_PROJECTION: RECESSED 46 CENTIMETERS
 BK2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2589+STABILITY: SURFACE MOTION
 BK2589
 BK2589  HISTORY     - Date     Condition        Report By
 BK2589  HISTORY     - 1941     MONUMENTED       CGS
 BK2589  HISTORY     - 1951     GOOD             CGS
 BK2589  HISTORY     - 1958     GOOD             CGS
 BK2589  HISTORY     - 1963     GOOD             CGS
 BK2589  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BK2589  HISTORY     - 1984     GOOD             LADTD
 BK2589  HISTORY     - 19971115 GOOD             USPSQD
 BK2589  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2589
 BK2589                          STATION DESCRIPTION
 BK2589
 BK2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2589'STATION IS ABOUT 6.4 MILES S OF THE VILLAGE OF LONGVILLE, IN
 BK2589'THE S HALF OF SECTION 6, T 8 S, R 8 W, ON THE W SIDE OF U.S.
 BK2589'HIGHWAY 171, 82 FEET W OF THE CENTER OF THE HIGHWAY, 30.6 FEET
 BK2589'S OF A 10-INCH PINE TREE, 18.6 FEET E OF A TRIANGLE BLAZED
 BK2589'12-INCH PINE TREE, 12 FEET SW OF AN 8-INCH TRIANGLE BLAZED PINE
 BK2589'TREE AND 4.6 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED
 BK2589'GILLIS 1941 AND PROJECTS ABOUT 6 INCHES.
 BK2589'
 BK2589'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD
 BK2589'BRONZE DISKS SET IN CONCRETE.
 BK2589'
 BK2589'REFERENCE MARK NO. 1 IS 52 FEET W OF THE CENTER OF THE HIGHWAY.
 BK2589'IT IS STAMPED GILLIS NO. 1 1941, AND PROJECTS ABOUT 4 INCHES.
 BK2589'
 BK2589'REFERENCE MARK NO. 2 IS 45 FEET E OF THE CENTER OF THE HIGHWAY
 BK2589'AND 7 FEET W OF A FENCE.  IT IS A STANDARD STATE CONTROL SURVEY
 BK2589'DISK STAMPED C 4186, IN A 6-INCH SQUARE CONCRETE POST PROJECTING
 BK2589'ABOUT 2 INCHES.
 BK2589'
 BK2589'THE AZIMUTH MARK IS THE STATE CONTROL SURVEY STATION C 4187.
 BK2589'IT IS ABOUT 0.25 MILE N OF THE STATION, 69 FEET E OF THE
 BK2589'CENTER OF U.S. HIGHWAY 171, 6 FEET W OF A FENCE AND 1 FOOT W
 BK2589'OF A WHITE REFERENCE POST.  IT IS A STANDARD STATE CONTROL
 BK2589'SURVEY DISK, STAMPED C 4187, IN A 6-INCH SQUARE CONCRETE POST
 BK2589'PROJECTING ABOUT 2 INCHES.
 BK2589'
 BK2589'A 90-FOOT SIGNAL AT GORDON IS VISIBLE AT 77 FEET.
 BK2589'
 BK2589'A 90-FOOT SIGNAL AT STINE IS VISIBLE AT 77 FEET.
 BK2589'
 BK2589'A 103-FOOT SIGNAL AT PERKINS IS VISIBLE AT 64 FEET.
 BK2589'
 BK2589'A 103-FOOT SIGNAL AT CHARLES IS VISIBLE AT 64 FEET.
 BK2589'
 BK2589'A 103-FOOT SIGNAL AT QUINCY IS VISIBLE AT 64 FEET.
 BK2589'
 BK2589'A 103-FOOT SIGNAL AT E 3979 IS VISIBLE AT 64 FEET.
 BK2589'
 BK2589'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BK2589
 BK2589                          STATION RECOVERY (1951)
 BK2589
 BK2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WTM)
 BK2589'NO REFERENCE POST AT AZIMUTH MARK AND NO PINE TREES STANDING
 BK2589'NEAR STATION.
 BK2589
 BK2589                          STATION RECOVERY (1958)
 BK2589
 BK2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK2589'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK
 BK2589'NO. 1 AND C 4186 (LA. GEOD. S.) USED AS REFERENCE MARK NO. 2
 BK2589'WERE FOUND IN GOOD CONDITION.  C 4187 (LA. GEOD. S.) USED AS
 BK2589'THE AZIMUTH MARK WAS NOT LOCATED AT THIS DATE AND IT IS BELIEVED
 BK2589'DESTROYED BY ROAD MAINTENANCE.  A NEW DESCRIPTION FOLLOWS--
 BK2589'
 BK2589'THE STATION IS LOCATED 1.6 MILES NORTHWEST OF THE COMMUNITY OF
 BK2589'GILLIS AND ABOUT 11 MILES NORTH OF LAKE CHARLES, ON THE TOP OF
 BK2589'A LOW RIDGE WITH PASTURE LAND TO THE SOUTH AND WEST AND IN THE
 BK2589'SOUTH HALF OF SEC. 6, T 8 S, R 8 W.  IT IS 82 FEET SOUTHWEST OF
 BK2589'THE CENTERLINE OF U.S. HIGHWAY 171, 38 FEET WEST OF A 10-INCH
 BK2589'LONE PINE TREE, 22 FEET SOUTHWEST OF A FENCE LINE.  IT IS A
 BK2589'STANDARD DISK, STAMPED GILLIS 1941, PROJECTING 12 INCHES.
 BK2589'
 BK2589'REFERENCE MARK NO. 1 IS 32.232 METERS EAST OF THE STATION,
 BK2589'52.5 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 7.5 FEET
 BK2589'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 32 FEET WEST OF A
 BK2589'10-INCH LONE OAK TREE, 86 FEET SOUTHEAST OF A 10-INCH LONE
 BK2589'PINE TREE, AND 106 FEET SOUTHWEST OF A POWER POLE.  IT IS A
 BK2589'STANDARD DISK, STAMPED GILLIS NO 1 1941, PROJECTING 6 INCHES.
 BK2589'
 BK2589'C 4186 (LA. GEOD. S.) USED AS REFERENCE MARK NO. 2 IS 239.72
 BK2589'FEET NORTHWEST OF THE STATION, 47 FEET NORTHEAST OF THE
 BK2589'CENTERLINE OF U.S. HIGHWAY 171, 7 FEET SOUTHWEST OF THE
 BK2589'RIGHT-OF-WAY FENCE LINE, 32 FEET WEST OF A POWER POLE AND
 BK2589'OPPOSITE A GATE AND FARM ROAD LEADING SOUTHWEST TO THE PASTURE.
 BK2589'IT IS A STANDARD STATE SURVEY DISK, STAMPED C 4186, SET IN THE
 BK2589'TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4INCHES.
 BK2589'
 BK2589'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CHARLES GO
 BK2589'EAST ON U.S. HIGHWAY 90 FOR 2.3 MILES TO THE JUNCTION WITH
 BK2589'U.S. HIGHWAY 171, TURN LEFT AND GO NORTH ON U.S. HIGHWAY 171
 BK2589'FOR 10.4 MILES TO THE COMMUNITY OF GILLIS, CONTINUE NORTHWEST
 BK2589'ON U.S. HIGHWAY 171 FOR 1.6 MILES TO THE STATION ON THE LEFT
 BK2589'ON THE TOP OF A RIDGE.
 BK2589
 BK2589                          STATION RECOVERY (1963)
 BK2589
 BK2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2589'THE STATION, REFERENCE MARK 1 AND THE LOUISIANA GEODETIC SURVEY
 BK2589'STATION C4186 USED FOR REFERENCE MARK 2 WERE RECOVERED AND
 BK2589'FOUND IN GOOD CONDITION.  THE LOUISIANA GEODETIC SURVEY STATION
 BK2589'C4187 WHICH WAS USED FOR AN AZIMUTH MARK IS BELIEVED TO BE
 BK2589'DESTROYED.  A NEW AZIMUTH ESTABLISHED.
 BK2589'
 BK2589'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 DID NOT CHECK A
 BK2589'SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE AND A DIFFERENCE
 BK2589'OF 4 MINUTES AND 30.6 SECONDS IN THE DIRECTIONS.  A SLIGHT
 BK2589'DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK 2 (LGS)
 BK2589'C4186.
 BK2589'
 BK2589'THE STATION IS ABOUT 6-1/2 MILES SOUTH OF THE VILLAGE OF LONGVILLE,
 BK2589'7 MILES NORTH NORTHWEST OF GILLIS AND ON THE WEST SIDE OF
 BK2589'U.S. HIGHWAY 171.
 BK2589'
 BK2589'TO REACH THE STATION FROM THE POST OFFICE IN MOSS BLUFF, GO
 BK2589'NORTHWESTERLY ON U.S. HIGHWAY 171 FOR 4.9 MILES TO A CROSSROAD
 BK2589'WHERE THE HIGHWAY CURVES TO THE LEFT, CONTINUE AHEAD NORTHWEST
 BK2589'ON U.S. HIGHWAY 171 FOR 1.9 MILES TO THE STATION ON THE LEFT.
 BK2589'
 BK2589'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON U.S.
 BK2589'HIGHWAY 171 FOR 0.55 MILES TO AZIMUTH ON THE RIGHT.
 BK2589'
 BK2589'STATION MARK, IS A STANDARD REFERENCE DISK SET IN THE TOP OF
 BK2589'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 16 INCHES AND
 BK2589'IS STAMPED GILLIS 1941.  THE MARK IS 21.8 FEET SOUTHWEST OF
 BK2589'A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST WITH SIGN, 21.8 FEET
 BK2589'SOUTHWEST OF FENCELINE AND 82.0 FEET NORTHEAST OF CENTER OF
 BK2589'U.S. HIGHWAY 171.
 BK2589'
 BK2589'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK SET IN THE TOP
 BK2589'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 14
 BK2589'INCHES ABOVE THE GROUND AND IS STAMPED GILLIS NO. 1 1941.  THE
 BK2589'MARK IS 53.0 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 BK2589'171 AND 7.5 FEET SOUTHWEST OF FENCELINE RUNNING SOUTHEAST AND
 BK2589'NORTHWEST.
 BK2589'
 BK2589'REFERENCE MARK 2, IS A STANDARD LOUISIANA GEODETIC SURVEY
 BK2589'STATION SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH
 BK2589'PROJECTS ABOUT 2 INCHES AND IS STAMPED C4186.  THE MARK IS 35.4
 BK2589'FEET NORTHWEST OF A POWER LINE POLE, 47.0 FEET NORTH NORTHEAST
 BK2589'OF THE CENTER OF U.S. HIGHWAY 171 AND 6.6 FEET SOUTH-SOUTHWEST
 BK2589'OF FENCE.
 BK2589'
 BK2589'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 BK2589'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 BK2589'STAMPED GILLIS 1963.  IT IS 51.0 FEET NORTHEAST OF ROAD, 3 FEET
 BK2589'SOUTH OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST WITH SIGN,
 BK2589'2.4 FEET EAST-SOUTHEAST OF POWERLINE POLE AND 13 FEET SOUTHWEST
 BK2589'OF FENCELINE.
 BK2589'
 BK2589'HEIGHT OF LIGHT ABOVE STATION MARK 33.73 METERS.
 BK2589
 BK2589                          STATION RECOVERY (1974)
 BK2589
 BK2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2589'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 BK2589'REFERENCE MARK 1 WAS FOUND LYING ON ITS SIDE AND THE DISK WAS
 BK2589'RECLAIMED AT THIS TIME.  THE LOUISIANA GEODETIC SURVEY MARK,
 BK2589'C 4186, USED AS A REFERENCE MARK 2 WAS NOT RECOVERED AND IS
 BK2589'BELIEVED TO HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  THE
 BK2589'DIRECTION TO THE AZIMUTH MARK CHECKED.  THE STATION SURFACE
 BK2589'MARK WAS DIGGED UP AT THIS TIME AND LOWERED OVER THE
 BK2589'UNDERGROUND MARK TO ABOUT 12 INCHES BELOW THE GROUND SURFACE.
 BK2589'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK2589'
 BK2589'STATION IS ABOUT 10 MILES NORTH OF THE JUNCTION OF INTERSTATE
 BK2589'10 AND U.S. HIGHWAY 171 IN THE NORTH EDGE OF LAKE CHARLES, 9
 BK2589'MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 171 AND 190 IN
 BK2589'RAGLEY, 1-3/4 MILES NORTHWEST OF GILLIS, ALONG THE SOUTHWEST
 BK2589'SIDE OF HIGHWAY 171 AND ON PROPERTY OWNED BY THE PUMEROY ESTATE.
 BK2589'PERMISSION WAS GRANTED BY MR. JAMES LEEHEAD (LAWYER OF THE
 BK2589'ESTATE), BROAD STREET, LAKE CHARLES, LOUISIANA.
 BK2589'
 BK2589'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND
 BK2589'U.S. HIGHWAY 171 IN THE NORTH EDGE OF LAKE CHARLES, GO NORTH
 BK2589'ON HIGHWAY 171 FOR 9.15 MILES TO A CROSSROAD IN THE SMALL
 BK2589'COMMUNITY OF GILLIS.  CONTINUE NORTHWEST ON HIGHWAY 171 FOR
 BK2589'1.75 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 BK2589'
 BK2589'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED GILLIS
 BK2589'1941 1974, SET IN A ROUND CONCRETE POST WHICH IS ABOUT 12
 BK2589'INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS A
 BK2589'STANDARD DISK, STAMPED GILLIS 1941, SET IN AN IRREGULAR MASS OF
 BK2589'CONCRETE ABOUT 30 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2589'196.5 FEET SOUTHEAST OF THE SOUTH END OF A CULVERT AT A FIELD
 BK2589'ENTRANCE, 82 FEET SOUTHWEST OF CENTER OF HIGHWAY 171, 43.5
 BK2589'FEET WEST OF THE NORTH 1 OF 4 SMALL TREES AND 22.5 FEET
 BK2589'SOUTHWEST OF A WOODEN WITNESS POST AND FENCE.
 BK2589'
 BK2589'REFERENCE MARK 2, STAMPED GILLIS 1941 NO 2 1974, IS A STANDARD
 BK2589'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 BK2589'ABOVE THE GROUND SURFACE.  IT IS 106 FEET SOUTHEAST OF THE SOUTH
 BK2589'END OF THE CULVERT, 61 FEET SOUTHWEST OF CENTER OF HIGHWAY
 BK2589'171 AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND FENCE.
 BK2589'
 BK2589'REFERENCE MARK 3, STAMPED GILLIS 1941 NO 3 1974, IS A STANDARD
 BK2589'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 BK2589'IS 64 FEET SOUTHWEST OF CENTER OF HIGHWAY 171, 23.5 FEET
 BK2589'SOUTHEAST OF THE SOUTH 1 OF 4 SMALL TREES AND 5 FEET SOUTHWEST
 BK2589'OF A METAL WITNESS POST AND FENCE.
 BK2589'
 BK2589'AZIMUTH MARK, STAMPED GILLIS 1963, IS A STANDARD DISK SET IN A
 BK2589'SQUARE CONCRETE POST WHICH IS ABOUT 1-INCH BELOW THE GROUND
 BK2589'SURFACE.  IT IS 136 FEET EAST OF THE INTERSECTION OF THE
 BK2589'EXTENDED CENTER LINE OF A DRIVEWAY AND CENTER OF HIGHWAY 171,
 BK2589'50 FEET NORTHEAST OF CENTER OF HIGHWAY 171, 13 FEET SOUTHWEST OF
 BK2589'A FENCE, 3 FEET SOUTHWEST OF A WOODEN WITNESS POST AND 2 FEET
 BK2589'SOUTHEAST OF A POWER POLE.
 BK2589'
 BK2589'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 BK2589'HIGHWAY 171 FOR 0.55 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BK2589'
 BK2589'NOTE--NO MEASUREMENT BETWEEN R.M.S.  TREES AND HEAVY BRUSH ON
 BK2589'LINE.
 BK2589'
 BK2589'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BK2589'
 BK2589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES
 BK2589'NORTHWEST OF GILLIS.
 BK2589
 BK2589                          STATION RECOVERY (1984)
 BK2589
 BK2589'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2589'10.6 KM (6.6 MI) NNE FROM MOSS BLUFF.
 BK2589'1.7 KM (1.0 MILE) NORTH ALONG PARISH ROAD FROM THE POST OFFICE AT
 BK2589'MOSS BLUFF, THENCE 8.9 KM (5.6 MILES)NORTH ALONG U.S. HIGHWAY 171 TO
 BK2589'THE MARK ON THE LEFT IN SECTION 6, T 8 S, R 8 W, 25.0 METERS (82.0
 BK2589'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.3 METERS (43.5
 BK2589'FEET) WEST OF THE NORTH 1 OF 4 SMALL TREES, 59.9 METERS (196.5 FEET)
 BK2589'SOUTHEAST OF THE SOUTH END OF A CULVERT AT A FIELD ENTRANCE.
 BK2589'THE MARK IS 6.9 METERS  SW FROM A WITNESS POST.
 BK2589'THE MARK IS 0.5 M BELOW THE GROUND.
 BK2589
 BK2589                          STATION RECOVERY (1997)
 BK2589
 BK2589'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2589'RECOVERED IN GOOD CONDITION.
 BK2589
 BK2589                          STATION RECOVERY (2002)
 BK2589
 BK2589'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK2589'WITNESS POST STILL THERE, COULD NOT DIG DEEP FOR THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2879 ***********************************************************************
 CQ2879  DESIGNATION -  GIPSON
 CQ2879  PID         -  CQ2879
 CQ2879  STATE/COUNTY-  LA/BIENVILLE
 CQ2879  USGS QUAD   -  WILSON CREEK (1986)
 CQ2879
 CQ2879                         *CURRENT SURVEY CONTROL
 CQ2879  ___________________________________________________________________
 CQ2879* NAD 83(1992)-  32 26 51.29380(N)    092 50 32.24485(W)     ADJUSTED  
 CQ2879* NAVD 88     -        93.0    (meters)     305.     (feet)  VERTCON   
 CQ2879  ___________________________________________________________________
 CQ2879  X           -    -267,157.277 (meters)                     COMP
 CQ2879  Y           -  -5,381,021.942 (meters)                     COMP
 CQ2879  Z           -   3,402,455.390 (meters)                     COMP
 CQ2879  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ2879  ELLIP HEIGHT-          67.54  (meters)          (01/02/04) GPS OBS
 CQ2879  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ2879
 CQ2879  HORZ ORDER  -  SECOND
 CQ2879  ELLP ORDER  -  FOURTH    CLASS II
 CQ2879
 CQ2879.The horizontal coordinates were established by classical geodetic methods
 CQ2879.and adjusted by the National Geodetic Survey in January 1993..
 CQ2879
 CQ2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2879
 CQ2879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2879
 CQ2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2879
 CQ2879.The ellipsoidal height was determined by GPS observations
 CQ2879.and is referenced to NAD 83.
 CQ2879
 CQ2879.The geoid height was determined by GEOID03.
 CQ2879
 CQ2879;                    North         East     Units Scale Factor Converg.
 CQ2879;SPC LA N     -   215,992.507   967,815.452   MT  0.99995738   -0 10 51.5
 CQ2879;SPC LA N     -   708,635.42  3,175,241.20   sFT  0.99995738   -0 10 51.5
 CQ2879;UTM  15      - 3,590,059.440   514,823.720   MT  0.99960271   +0 05 04.6
 CQ2879
 CQ2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2879!SPC LA N     -   0.99998940  x   0.99995738  =   0.99994678
 CQ2879!UTM  15      -   0.99998940  x   0.99960271  =   0.99959211
 CQ2879
 CQ2879:                Primary Azimuth Mark                     Grid Az
 CQ2879:SPC LA N     -  GIPSON AZ MK                             047 26 49.2
 CQ2879:UTM  15      -  GIPSON AZ MK                             047 10 53.1
 CQ2879
 CQ2879|---------------------------------------------------------------------|
 CQ2879| PID    Reference Object                     Distance      Geod. Az  |
 CQ2879|                                                           dddmmss.s |
 CQ2879| CY3656 GIPSON AZ MK                                       0471557.7 |
 CQ2879| CY3657 GIPSON RM 1                          17.596 METERS 21913     |
 CQ2879| CY3658 GIPSON RM 2                          11.880 METERS 30559     |
 CQ2879|---------------------------------------------------------------------|
 CQ2879
 CQ2879                          SUPERSEDED SURVEY CONTROL
 CQ2879
 CQ2879  ELLIP H (01/21/93)   67.61   (m)                       GP(       ) 4 2
 CQ2879  NAD 83(1986)-  32 26 51.30597(N)    092 50 32.23781(W) AD(       ) 2
 CQ2879  NAD 27      -  32 26 50.75665(N)    092 50 31.67820(W) AD(       ) 3
 CQ2879  NGVD 29 (07/19/86)   93.1    (m)          305.     (f) VERT ANG       
 CQ2879
 CQ2879.Superseded values are not recommended for survey control.
 CQ2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2879.See file dsdata.txt to determine how the superseded data were derived.
 CQ2879
 CQ2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1482490059(NAD 83)
 CQ2879_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CQ2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2879_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2879+STABILITY: SURFACE MOTION
 CQ2879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2879+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ2879
 CQ2879  HISTORY     - Date     Condition        Report By
 CQ2879  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2879  HISTORY     - 1987     GOOD             LADH
 CQ2879
 CQ2879                          STATION DESCRIPTION
 CQ2879
 CQ2879'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2879'THE STATION IS LOCATED 8 MILES EAST OF BRYCELAND, 8 MILES
 CQ2879'SOUTHEAST OF ARCADIA AND 10 MILES NORTHWEST OF QUITMAN, IN THE
 CQ2879'SOUTHWEST 1/4 OF SECTION 24, T17N, R5W, AND ON THE PROPERTY
 CQ2879'OWNED BY ERVIN GIPSON, ADDRESS ROUTE 1, BOX 103, SIMSBORO,
 CQ2879'LOUISIANA.
 CQ2879'
 CQ2879'TO REACH THE STATION FROM SIMSBORO AT THE JUNCTION OF U.S. HIGHWAY
 CQ2879'80 AND STATE HIGHWAY 507, GO SOUTH AND SOUTHWEST ON STATE HIGHWAY
 CQ2879'507 FOR 3.95 MILES TO ITS JUNCTION WITH STATE HIGHWAY 815, TURN
 CQ2879'LEFT AND CONTINUE ON HIGHWAY 507 FOR 3.2 MILES TO THE STATION
 CQ2879'WHICH IS SET ON THE RIGHT NEAR A FENCE CORNER AND A WOOD FRAME
 CQ2879'HOUSE.
 CQ2879'
 CQ2879'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHEAST ALONG
 CQ2879'STATE HIGHWAY 507 FOR 0.5 MILE TO THE JUNCTION WITH PARISH
 CQ2879'HIGHWAY NO. 300.  THE MARK IS SET IN THE NORTHEAST QUADRANT OF
 CQ2879'THE INTERSECTION ACROSS FROM A BASEBALL PARK.
 CQ2879'
 CQ2879'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2879'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2879'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2879'GROUND.  THE SUBSURFACE MARK DISK SET IN THE TOP OF AN IRREGULAR
 CQ2879'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 CQ2879'ARE STAMPED GIPSON 1971.  THE MARK IS 79 FEET WEST-SOUTHWEST OF
 CQ2879'THE CENTER OF A DRIVE LEADING TO A HOUSE, 71 FEET SOUTH OF THE
 CQ2879'SOUTHWEST CORNER OF A HOUSE, 50 FEET NORTHWEST OF THE CENTER
 CQ2879'OF STATE HIGHWAY 507, 5 FEET NORTHWEST OF A FENCE CORNER, 5.5
 CQ2879'FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, AND 2 FEET
 CQ2879'NORTHEAST OF A FENCE.
 CQ2879'
 CQ2879'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2879'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2879'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2879'GROUND.  IT IS STAMPED GIPSON R.M. 1 1971.  IT IS 128 FEET
 CQ2879'SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 55 FEET SOUTH-SOUTHWEST
 CQ2879'OF A FENCE CORNER, 44 FEET WEST-NORTHWEST OF THE CENTER OF STATE
 CQ2879'HIGHWAY 507, AND 1.5 FEET SOUTHEAST OF A FENCE.
 CQ2879'
 CQ2879'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2879'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2879'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2879'IS STAMPED GIPSON R.M. 2 1971.  IT IS 89 FEET WEST-NORTHWEST OF
 CQ2879'THE CENTER OF STATE HIGHWAY 507, 69 FEET SOUTHWEST OF THE
 CQ2879'SOUTHWEST CORNER OF A HOUSE, 44 FEET WEST-NORTHWEST OF A FENCE
 CQ2879'CORNER, AND 2 FEET NORTH-NORTHEAST OF A FENCE.
 CQ2879'
 CQ2879'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2879'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2879'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2879'GROUND.  IT IS STAMPED GIPSON AZ.MK. 1971.  IT IS APPROXIMATELY
 CQ2879'300 FEET SOUTHWEST OF THE LINCOLN-BIENVILLE PARISH LINE, 115
 CQ2879'FEET WEST OF A GATE TO A BASEBALL PARK, 77 FEET NORTHEAST OF
 CQ2879'THE CENTER OF PARISH ROAD NO. 300, 59 FEET NORTHEAST OF THE
 CQ2879'NORTH END OF A CONCRETE CULVERT, 41 FEET NORTHWEST OF THE
 CQ2879'CENTER OF STATE HIGHWAY 507, AND 1.5 FEET SOUTHWEST OF A
 CQ2879'METAL WITNESS POST AND SIGN.
 CQ2879'
 CQ2879'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ2879
 CQ2879                          STATION RECOVERY (1987)
 CQ2879
 CQ2879'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1987 (EDW)
 CQ2879'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ2879'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USE FOR GPS
 CQ2879'OBSERVATIONS.
 CQ2879'
 CQ2879'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 CQ2879'NORTHWEST OF QUITMAN, 13.0 KM (8.0 MI) EAST OF BRYCELAND, AND 13.0
 CQ2879'KM (8.0 MI) SOUTHEAST OF ARCADIA.
 CQ2879'OWNERSHIP--MR. FELTON GIPSON, TELEPHONE 318-263-8017.
 CQ2879'
 CQ2879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CQ2879'HIGHWAY 507 AT SIMSBORO, GO SOUTH ON HIGHWAY 507 FOR 6.4 KM (4.0
 CQ2879'MI) TO THE JUNCTION OF STATE HIGHWAY 815. TURN LEFT AND CONTINUE ON
 CQ2879'HIGHWAY 507 FOR 5.2 KM (3.2 MI) TO THE STATION ON THE RIGHT, NEAR A
 CQ2879'FENCE CORNER.
 CQ2879'
 CQ2879'THE STATION IS A STANDARD LADH DISK
 CQ2879'STAMPED---GIPSON 1971---,
 CQ2879'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ2879'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CQ2879'24.1 METERS (79.0 FT) WEST-SOUTHWEST FROM THE CENTER OF A DRIVE
 CQ2879'LEADING TO A SINGLE STORY FRAME HOUSE,
 CQ2879'21.6 METERS (71.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE FRAME
 CQ2879'HOUSE,
 CQ2879'15.2 METERS (50.0 FT) NORTHWEST FROM THE CENTER OF STATE HIGHWAY
 CQ2879'507,
 CQ2879'1.7 METERS (5.5 FT) NORTHWEST FROM A WITNESS POST AND
 CQ2879'1.5 METERS (5.0 FT) NORTHWEST FROM A FENCE CORNER.
 CQ2879'THE UNDERGROUND MARK IS A STANDARD LADH DISK
 CQ2879'STAMPED---GIPSON 1971---,
 CQ2879'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CQ2879'
 CQ2879'DESCRIBED R.D. BALL, TYPED BY DEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3048 ***********************************************************************
 CP3048  DESIGNATION -  GIRARD
 CP3048  PID         -  CP3048
 CP3048  STATE/COUNTY-  LA/RICHLAND
 CP3048  USGS QUAD   -  RAYVILLE (1982)
 CP3048
 CP3048                         *CURRENT SURVEY CONTROL
 CP3048  ___________________________________________________________________
 CP3048* NAD 83(1992)-  32 28 07.32106(N)    091 49 35.11514(W)     ADJUSTED  
 CP3048* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 CP3048  ___________________________________________________________________
 CP3048  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CP3048  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP3048
 CP3048  HORZ ORDER  -  SECOND
 CP3048
 CP3048.The horizontal coordinates were established by classical geodetic methods
 CP3048.and adjusted by the National Geodetic Survey in January 1993..
 CP3048
 CP3048.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3048
 CP3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3048
 CP3048.The geoid height was determined by GEOID03.
 CP3048
 CP3048;                    North         East     Units Scale Factor Converg.
 CP3048;SPC LA N     -   218,480.319 1,063,319.813   MT  0.99996085   +0 21 22.0
 CP3048;SPC LA N     -   716,797.51  3,488,575.09   sFT  0.99996085   +0 21 22.0
 CP3048;UTM  15      - 3,592,995.917   610,286.509   MT  0.99974999   +0 37 48.3
 CP3048
 CP3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3048!SPC LA N     -   1.00000031  x   0.99996085  =   0.99996116
 CP3048!UTM  15      -   1.00000031  x   0.99974999  =   0.99975030
 CP3048
 CP3048|---------------------------------------------------------------------|
 CP3048| PID    Reference Object                     Distance      Geod. Az  |
 CP3048|                                                           dddmmss.s |
 CP3048| CP3054 42A002 LADH 1973                    195.290 METERS 00122     |
 CP3048| CY3659 GIRARD RM 1                          30.846 METERS 12632     |
 CP3048| CP3053 GIRARD 1970 AZ MK                   APPROX. 0.7 KM 1773434.5 |
 CP3048| CY3660 GIRARD RM 2                          38.076 METERS 23755     |
 CP3048|---------------------------------------------------------------------|
 CP3048
 CP3048                          SUPERSEDED SURVEY CONTROL
 CP3048
 CP3048  NAD 83(1986)-  32 28 07.33347(N)    091 49 35.10790(W) AD(       ) 2
 CP3048  NAD 27      -  32 28 06.82012(N)    091 49 34.65087(W) AD(       ) 2
 CP3048  NGVD 29 (07/19/86)   24.1    (m)           79.     (f) VERT ANG       
 CP3048
 CP3048.Superseded values are not recommended for survey control.
 CP3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3048.See file dsdata.txt to determine how the superseded data were derived.
 CP3048
 CP3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1028792996(NAD 83)
 CP3048_MARKER: DS = TRIANGULATION STATION DISK
 CP3048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3048
 CP3048  HISTORY     - Date     Condition        Report By
 CP3048  HISTORY     - 1970     MONUMENTED       NGS
 CP3048  HISTORY     - 1973     GOOD             NGS
 CP3048
 CP3048                          STATION DESCRIPTION
 CP3048
 CP3048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3048'THE STATION IS LOCATED 2.4 MILES SOUTHEAST OF START, 4.0 MILES
 CP3048'WEST-SOUTHWEST OF RAYVILLE, 11.5 MILES SOUTH-SOUTHWEST OF OAK
 CP3048'RIDGE, AND 0.15 MILE SOUTH OF THE CENTER OF THE OVERPASS OVER
 CP3048'INTERSTATE 20.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 11, T 17
 CP3048'N, R 6 E ON THE RIGHT-OF-WAY FOR THE ROAD.  FOR PERMISSION
 CP3048'CONTACT MR. A.A. BRADDOCK, DISTRICT ENGINEER, DEPARTMENT OF
 CP3048'HIGHWAYS.
 CP3048'
 CP3048'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE
 CP3048'HIGHWAY 133 IN START, GO EAST ON U.S. HIGHWAY 80 2.05 MILES TO
 CP3048'A GRAVEL ROAD TO THE RIGHT.  TURN RIGHT ONTO THIS ROAD AND
 CP3048'PROCEED SOUTH 1.05 MILES TO THE STATION ON THE RIGHT AT THE
 CP3048'SOUTHERN BASE OF THE OVERPASS OVER INTERSTATE 20.  TO REACH THE
 CP3048'AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON THE GRAVEL ROAD
 CP3048'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP3048'
 CP3048'THE STATION MARKS ARE STANDARD DISKS STAMPED GIRARD 1970.  THE
 CP3048'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3048'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CP3048'80 FEET NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE
 CP3048'ROAD OVER THE OVERPASS AND THE SERVICE ROAD, 39 FEET WEST OF
 CP3048'THE ROAD OVER THE OVERPASS, AND 75 FEET NORTH OF THE SERVICE
 CP3048'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CP3048'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 CP3048'
 CP3048'REFERENCE MARK 1, A STANDARD DISK STAMPED GIRARD NO 1 1970, IS
 CP3048'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3048'IS FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET EAST OF THE
 CP3048'OVERPASS ROAD, 1.0 FOOT WEST OF A FENCE, AND 43 FEET NORTHEAST
 CP3048'OF THE INTERSECTION OF THE OVERPASS ROAD AND THE SERVICE ROAD.
 CP3048'
 CP3048'REFERENCE MARK 2, A STANDARD DISK STAMPED GIRARD NO 2 1970, IS
 CP3048'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3048'IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.0 FOOT EAST OF A
 CP3048'FENCE, 43 FEET SOUTHWEST OF THE SERVICE ROAD, 144 FEET WEST OF
 CP3048'THE OVERPASS ROAD, AND 91 FEET NORTHWEST OF A FENCE CORNER.
 CP3048'
 CP3048'THE AZIMUTH MARK, A STANDARD DISK STAMPED GIRARD 1970, IS SET
 CP3048'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3048'FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET EAST OF A GRAVEL
 CP3048'ROAD, 15 FEET NORTH OF A FIELD ROAD THAT RUNS EAST-WEST, 1.5
 CP3048'FEET WEST OF A POWER POLE, AND 15 FEET EAST OF THE METAL
 CP3048'WITNESS POST.
 CP3048'
 CP3048'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 CP3048
 CP3048                          STATION RECOVERY (1973)
 CP3048
 CP3048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 CP3048'THE STATION IS LOCATED 2.4 MILES SOUTHEAST OF START, 4.0 MILES
 CP3048'WEST-SOUTHWEST OF RAYVILLE, 11.5 MILES SOUTH-SOUTHWEST OF OAK
 CP3048'RIDGE, AND 0.15 MILE SOUTH OF THE CENTER OF THE OVERPASS OVER
 CP3048'INTERSTATE 20.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 11, T17N,
 CP3048'R6E ON THE RIGHT-OF-WAY FOR THE ROAD.  FOR PERMISSION CONTACT
 CP3048'MR. A. A. BRADDOCK, DISTRICT ENGINEER, DEPT. OF HIGHWAYS.
 CP3048'
 CP3048'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE
 CP3048'HIGHWAY 133 IN START, GO EAST ON U.S. HIGHWAY 80 2.05 MILES TO
 CP3048'A GRAVEL ROAD TO THE RIGHT.  TURN RIGHT ONTO THIS ROAD AND
 CP3048'PROCEED SOUTH 1.05 MILES TO THE STATION ON THE RIGHT AT THE
 CP3048'SOUTHERN BASE OF THE OVERPASS OVER INTERSTATE 20.  TO REACH THE
 CP3048'AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON THE GRAVEL ROAD
 CP3048'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP3048'
 CP3048'THE STATION MARKS ARE STANDARD DISKS STAMPED GIRARD 1970.  THE
 CP3048'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3048'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CP3048'80 FEET NORHTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE
 CP3048'ROAD OVER THE OVERPASS AND THE SERVICE ROAD, 39 FEET WEST OF THE
 CP3048'ROAD OVER THE OVERPASS, AND 75 FEET NORTH OF THE SERVICE ROAD.
 CP3048'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 CP3048'INCHES BELOW THE GROUND SURFACE.
 CP3048'
 CP3048'REFERENCE MARK 1, A STANDARD DISK STAMPED GIRARD NO. 1 1970,
 CP3048'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3048'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET EAST OF
 CP3048'THE OVERPASS ROAD, 1.0 FOOT WEST OF A FENCE, AND 43 FEET
 CP3048'NORTHEAST OF THE INTERSECTION OF THE OVERPASS ROAD AND THE
 CP3048'SERVICE ROAD.
 CP3048'
 CP3048'REFERENCE MARK 2, A STANDARD DISK STAMPED GIRARD NO. 2 1970, IS
 CP3048'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3048'IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.0 FOOT EAST OF A
 CP3048'FENCE, 43 FEET SOUTHWEST OF THE SERVICE ROAD, 144 FEET WEST OF
 CP3048'THE OVERPASS ROAD, AND 91 FEET NORTHWEST OF A FENCE CORNER.
 CP3048'
 CP3048'THE AZIMUTH MARK, A STANDARD DISK STAMPED GIRARD 1970, IS SET
 CP3048'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3048'FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET EAST OF A GRAVEL
 CP3048'ROAD, 15 FEET NORTH OF A FIELD ROAD THAT RUNS EAST-WEST, 1.5
 CP3048'FEET WEST OF A POWER POLE, AND 15 FEET WEST OF THE METAL WITNESS
 CP3048'POST.
 CP3048'
 CP3048'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3053 ***********************************************************************
 CP3053  DESIGNATION -  GIRARD 1970 AZ MK
 CP3053  PID         -  CP3053
 CP3053  STATE/COUNTY-  LA/RICHLAND
 CP3053  USGS QUAD   -  RAYVILLE (1982)
 CP3053
 CP3053                         *CURRENT SURVEY CONTROL
 CP3053  ___________________________________________________________________
 CP3053* NAD 83(1992)-  32 27 44.83999(N)    091 49 33.99273(W)     ADJUSTED  
 CP3053* NAVD 88     -        24.6    (meters)      81.     (feet)  VERTCON   
 CP3053  ___________________________________________________________________
 CP3053  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CP3053  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP3053
 CP3053  HORZ ORDER  -  SECOND
 CP3053
 CP3053.The horizontal coordinates were established by classical geodetic methods
 CP3053.and adjusted by the National Geodetic Survey in January 1993..
 CP3053
 CP3053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3053
 CP3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3053
 CP3053.The geoid height was determined by GEOID03.
 CP3053
 CP3053;                    North         East     Units Scale Factor Converg.
 CP3053;SPC LA N     -   217,788.032 1,063,353.427   MT  0.99995981   +0 21 22.6
 CP3053;SPC LA N     -   714,526.23  3,488,685.37   sFT  0.99995981   +0 21 22.6
 CP3053;UTM  15      - 3,592,303.943   610,323.426   MT  0.99975009   +0 37 48.5
 CP3053
 CP3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3053!SPC LA N     -   1.00000023  x   0.99995981  =   0.99996004
 CP3053!UTM  15      -   1.00000023  x   0.99975009  =   0.99975032
 CP3053
 CP3053:                Primary Azimuth Mark                     Grid Az
 CP3053:SPC LA N     -  GIRARD                                   357 13 12.5
 CP3053:UTM  15      -  GIRARD                                   356 56 46.6
 CP3053
 CP3053|---------------------------------------------------------------------|
 CP3053| PID    Reference Object                     Distance      Geod. Az  |
 CP3053|                                                           dddmmss.s |
 CP3053| CP3048 GIRARD                              APPROX. 0.7 KM 3573435.1 |
 CP3053|---------------------------------------------------------------------|
 CP3053
 CP3053                          SUPERSEDED SURVEY CONTROL
 CP3053
 CP3053  NAD 83(1986)-  32 27 44.85241(N)    091 49 33.98552(W) AD(       ) 2
 CP3053  NAD 27      -  32 27 44.33858(N)    091 49 33.52831(W) AD(       ) 2
 CP3053  NGVD 29 (07/19/86)   24.6    (m)           81.     (f) VERT ANG       
 CP3053
 CP3053.Superseded values are not recommended for survey control.
 CP3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3053.See file dsdata.txt to determine how the superseded data were derived.
 CP3053
 CP3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1032392304(NAD 83)
 CP3053_MARKER: DZ = AZIMUTH MARK DISK
 CP3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3053+STABILITY: SURFACE MOTION
 CP3053
 CP3053  HISTORY     - Date     Condition        Report By
 CP3053  HISTORY     - 1973     MONUMENTED       LADTD
 CP3053
 CP3053                          STATION DESCRIPTION
 CP3053
 CP3053'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP3053'THE STATION IS LOCATED 2.4 MILES SOUTHEAST OF START, 4 MILES
 CP3053'WEST-SOUTHWEST OF RAYVILLE, AND 12 MILES SOUTH-SOUTHWEST OF OAK
 CP3053'RIDGE, IN THE NORTHEAST QUARTER OF SECTION 14, T17N-R6E.
 CP3053'
 CP3053'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 CP3053'80 AND STATE HIGHWAY IN START, GO EAST ON U.S. HIGHWAY 80 FOR
 CP3053'2.05 MILE TO A GRAVEL ROAD TO THE RIGHT.  TURN RIGHT ONTO THIS
 CP3053'ROAD AND PROCEED SOUTH FOR 1.5 MILES TO THE MARK ON THE LEFT
 CP3053'OF THE GRAVEL ROAD.
 CP3053'
 CP3053'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC AZIMUTH
 CP3053'MARK DISC SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CP3053'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED GIRARD
 CP3053'1970.  IT IS 47 FEET EAST OF A GRAVEL ROAD, 15 FEET NORTH OF A
 CP3053'FIELD ROAD THAT RUNS EAST-WEST, 1.5 FEET WEST OF A POWER POLE,
 CP3053'AND 15 FEET WEST OF THE METAL WITNESS POST.
 CP3053'
 CP3053'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5208 ***********************************************************************
 BJ5208  DESIGNATION -  GL SINGLETON ESTATE TANK
 BJ5208  PID         -  BJ5208
 BJ5208  STATE/COUNTY-  LA/ST MARTIN
 BJ5208  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ5208
 BJ5208                         *CURRENT SURVEY CONTROL
 BJ5208  ___________________________________________________________________
 BJ5208* NAD 83(1992)-  30 23 39.65231(N)    091 56 22.67475(W)     ADJUSTED  
 BJ5208* NAVD 88     -                                                        
 BJ5208  **This station is located in a subsidence area (see below).
 BJ5208  ___________________________________________________________________
 BJ5208  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ5208  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ5208
 BJ5208  HORZ ORDER  -  THIRD
 BJ5208
 BJ5208.The horizontal coordinates were established by classical geodetic methods
 BJ5208.and adjusted by the National Geodetic Survey in January 1993..
 BJ5208
 BJ5208 ** The orthometric height has not been validated since last determined
 BJ5208 ** by differential leveling and should not be used for control purposes.
 BJ5208 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5208 ** area with valid NAVD 88 orthometric heights.
 BJ5208 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5208 ** epoch indicated which incorporates improved geoid heights for the
 BJ5208 ** Southern Louisiana Subsidence area.
 BJ5208 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5208
 BJ5208.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5208
 BJ5208.The geoid height was determined by GEOID03.
 BJ5208
 BJ5208;                    North         East     Units Scale Factor Converg.
 BJ5208;SPC LA S     -   210,133.385   941,736.413   MT  0.99994924   -0 18 11.4
 BJ5208;SPC LA S     -   689,412.61  3,089,680.21   sFT  0.99994924   -0 18 11.4
 BJ5208;UTM  15      - 3,362,960.553   601,866.144   MT  0.99972801   +0 32 11.5
 BJ5208
 BJ5208                          SUPERSEDED SURVEY CONTROL
 BJ5208
 BJ5208  NAD 83(1986)-  30 23 39.67254(N)    091 56 22.66936(W) AD(       ) 4
 BJ5208  NAD 27      -  30 23 38.96377(N)    091 56 22.24637(W) AD(       ) 3
 BJ5208
 BJ5208.Superseded values are not recommended for survey control.
 BJ5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5208.See file dsdata.txt to determine how the superseded data were derived.
 BJ5208
 BJ5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0186662961(NAD 83)
 BJ5208_MARKER: 53 = ELEVATED TANK
 BJ5208
 BJ5208  HISTORY     - Date     Condition        Report By
 BJ5208  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5208
 BJ5208                          STATION DESCRIPTION
 BJ5208
 BJ5208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5208'THE STATION IS THE TANK AT THE G.L. SINGLETON ESTATE CANE MILL IN
 BJ5208'THE WESTERN PART OF THE TOWN OF ARNAUDVILLE, LA., IN SEC. 45, T 7 S,
 BJ5208'R 5 E, ABOUT 0.15 MILE W OF THE TEXAS AND NEW ORLEANS RAILROAD
 BJ5208'CROSSING, ABOUT 90 FEET SSW OF THE OFFICE OF THE SINGLETON ESTATE,
 BJ5208'AND ABOUT 55 FEET S OF THE CENTER LINE OF THE ARNAUDVILLE-SUNSET
 BJ5208'HIGHWAY.  THE TANK, ERECTED IN 1933 HAS FOUR RED TRUSSWORK LEGS
 BJ5208'ABOUT 100 FEET HIGH.  THE SILVER OVAL SECTION EXTENDS DOWNWARD ABOUT
 BJ5208'15 FEET.  THE VERTICAL SECTION, SILVER IN COLOR, IS ABOUT 30
 BJ5208'FEET HIGH WITH A RED CATWALK AND RAIL AROUND ITS BASE.  THE FLAT
 BJ5208'RED CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS
 BJ5208'ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2925 ***********************************************************************
 BX2925  DESIGNATION -  GLAD
 BX2925  PID         -  BX2925
 BX2925  STATE/COUNTY-  LA/VERNON
 BX2925  USGS QUAD   -  BURR FERRY (1967)
 BX2925
 BX2925                         *CURRENT SURVEY CONTROL
 BX2925  ___________________________________________________________________
 BX2925* NAD 83(1992)-  31 05 58.05971(N)    093 26 31.59698(W)     ADJUSTED  
 BX2925* NAVD 88     -        98.7    (meters)     324.     (feet)  VERTCON   
 BX2925  ___________________________________________________________________
 BX2925  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 BX2925  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BX2925
 BX2925  HORZ ORDER  -  SECOND
 BX2925
 BX2925.The horizontal coordinates were established by classical geodetic methods
 BX2925.and adjusted by the National Geodetic Survey in January 1993..
 BX2925
 BX2925.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2925
 BX2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2925
 BX2925.The geoid height was determined by GEOID03.
 BX2925
 BX2925;                    North         East     Units Scale Factor Converg.
 BX2925;SPC LA N     -    66,857.732   910,117.677   MT  1.00001592   -0 29 53.1
 BX2925;SPC LA N     -   219,349.08  2,985,944.41   sFT  1.00001592   -0 29 53.1
 BX2925;UTM  15      - 3,440,708.823   457,837.147   MT  0.99962193   -0 13 42.1
 BX2925
 BX2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2925!SPC LA N     -   0.99998875  x   1.00001592  =   1.00000467
 BX2925!UTM  15      -   0.99998875  x   0.99962193  =   0.99961068
 BX2925
 BX2925|---------------------------------------------------------------------|
 BX2925| PID    Reference Object                     Distance      Geod. Az  |
 BX2925|                                                           dddmmss.s |
 BX2925| BX2924 GLAD LDH 1972 RM 1                   25.210 METERS 01728     |
 BX2925| CV7635 GLAD RM 2                            14.512 METERS 18736     |
 BX2925| CV7634 GLAD AZ MK                                         1874618.7 |
 BX2925|---------------------------------------------------------------------|
 BX2925
 BX2925                          SUPERSEDED SURVEY CONTROL
 BX2925
 BX2925  NAD 83(1986)-  31 05 58.06867(N)    093 26 31.59683(W) AD(       ) 2
 BX2925  NAD 27      -  31 05 57.39033(N)    093 26 30.98900(W) AD(       ) 2
 BX2925  NGVD 29 (07/19/86)   98.8    (m)          324.     (f) VERT ANG       
 BX2925
 BX2925.Superseded values are not recommended for survey control.
 BX2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2925.See file dsdata.txt to determine how the superseded data were derived.
 BX2925
 BX2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5783740709(NAD 83)
 BX2925_MARKER: DD = SURVEY DISK
 BX2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2925
 BX2925  HISTORY     - Date     Condition        Report By
 BX2925  HISTORY     - 1972     MONUMENTED       LADH
 BX2925  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2925
 BX2925                          STATION DESCRIPTION
 BX2925
 BX2925'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BX2925'THE STATION IS LOCATED 11 MILES WEST-SOUTHWEST OF LEESVILLE, 10 MILES
 BX2925'SOUTHWEST OF HAWTHORN AND 16 MILES SOUTH-SOUTHWEST OF HORNBECK, IN
 BX2925'THE NORTHEAST 1/4 OF SECTION 1, T1N, R11W, AND ON THE PROPERTY
 BX2925'OWNED BY LOUISIANA DEPARTMENT OF HIGHWAYS.
 BX2925'
 BX2925'TO REACH THE STATION FROM LEESVILLE FROM THE JUNCTION OF STATE
 BX2925'HIGHWAY 8 AND U. S.  HIGHWAY 171, GO WEST ALONG STATE HIGHWAY 8 FOR
 BX2925'13.25 MILES TO THE STATION WHICH IS SET ON THE LEFT AND EAST OF
 BX2925'THE HIGHWAY NEAR A HIGHWAY RIGHT-OF-WAY MARKER AND FENCE.
 BX2925'
 BX2925'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ALONG STATE
 BX2925'HIGHWAY 8 FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND SOUTH OF
 BX2925'THE HIGHWAY NEAR A POWER POLE AND A GRAVEL DRIVE.
 BX2925'
 BX2925'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2925'U. S.  COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2925'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2925'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2925'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2925'STAMPED GLAD 1972.  THE MARK IS 52 FEET EAST OF THE CENTER OF STATE
 BX2925'HIGHWAY 8, 18 FEET NORTH-NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 BX2925'18 FEET NORTH OF FENCE CORNER, 2 FEET WEST OF A FENCE, AND 1.5
 BX2925'FEET WEST OF A METAL WITNESS POST AND SIGN.
 BX2925'
 BX2925'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2925'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2925'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2925'STAMPED GLAD R. M. 1 1972.  IT IS 120 FEET SOUTH OF A POWER POLE,
 BX2925'100 FEET NORTH-NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 70 FEET
 BX2925'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 8, AND 2 FEET
 BX2925'WEST OF A FENCE.
 BX2925'
 BX2925'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2925'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2925'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2925'STAMPED GLAD R. M. 2 1972.  IT IS 50 FEET EAST OF THE CENTER OF
 BX2925'STATE HIGHWAY 8, 30 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER,
 BX2925'AND 2 FEET WEST OF A FENCE.
 BX2925'
 BX2925'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2925'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2925'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2925'STAMPED GLAD AZ.MK. 1972.  IT IS 115 FEET WEST OF A FENCE, 95 FEET
 BX2925'SOUTHWEST OF A POWER POLE, 64 FEET SOUTHEAST OF THE CENTER OF
 BX2925'STATE HIGHWAY 8, 62 FEET SOUTH OF A GRAVEL DRIVE, AND 2 FEET
 BX2925'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BX2925'
 BX2925'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BX2925
 BX2925                          STATION RECOVERY (1994)
 BX2925
 BX2925'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2179 ***********************************************************************
 BX2179  DESIGNATION -  GLEASON RM
 BX2179  PID         -  BX2179
 BX2179  STATE/COUNTY-  LA/DE SOTO
 BX2179  USGS QUAD   -  TRENTON (1995)
 BX2179
 BX2179                         *CURRENT SURVEY CONTROL
 BX2179  ___________________________________________________________________
 BX2179* NAD 83(1986)-  31 57 53.     (N)    093 39 16.     (W)     SCALED    
 BX2179* NAVD 88     -        88.17   (+/-2cm)     289.3    (feet)  VERTCON   
 BX2179  ___________________________________________________________________
 BX2179  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX2179
 BX2179  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2179
 BX2179.The horizontal coordinates were scaled from a topographic map and have
 BX2179.an estimated accuracy of +/- 6 seconds.
 BX2179
 BX2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2179.The vertical order pertains to the NGVD 29 superseded value.
 BX2179
 BX2179.The geoid height was determined by GEOID03.
 BX2179
 BX2179;                    North         East    Units  Estimated Accuracy
 BX2179;SPC LA N     -   162,980.      890,880.      MT  (+/- 180 meters Scaled)
 BX2179
 BX2179                          SUPERSEDED SURVEY CONTROL
 BX2179
 BX2179  NGVD 29 (??/??/??)   88.229  (m)          289.46   (f) ADJUSTED    1 2
 BX2179
 BX2179.Superseded values are not recommended for survey control.
 BX2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2179.See file dsdata.txt to determine how the superseded data were derived.
 BX2179
 BX2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR381367(NAD 83)
 BX2179_MARKER: DR = REFERENCE MARK DISK
 BX2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2179_STAMPING: GLEASON 1919
 BX2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2179+STABILITY: SURFACE MOTION
 BX2179
 BX2179  HISTORY     - Date     Condition        Report By
 BX2179  HISTORY     - 1919     MONUMENTED       CGS
 BX2179  HISTORY     - 1938     GOOD             CGS
 BX2179  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 BX2179
 BX2179                          STATION DESCRIPTION
 BX2179
 BX2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2179'2.9 MI NW FROM OXFORD.
 BX2179'ABOUT 2.9 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILEAY FROM THE
 BX2179'STATION AT OXFORD, DE SOTO PARISH, ABOUT 4-1/2 POLES SOUTHEAST OF
 BX2179'MILEPOST 282, AND 36 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN
 BX2179'TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED GLEASON 1919 AND SET
 BX2179'IN THE TOP OF A CONCRETE POST.
 BX2179
 BX2179                          STATION RECOVERY (1997)
 BX2179
 BX2179'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2974 ***********************************************************************
 BK2974  DESIGNATION -  GLENMORA
 BK2974  PID         -  BK2974
 BK2974  STATE/COUNTY-  LA/RAPIDES
 BK2974  USGS QUAD   -  GLENMORA (1972)
 BK2974
 BK2974                         *CURRENT SURVEY CONTROL
 BK2974  ___________________________________________________________________
 BK2974* NAD 83(1992)-  30 56 20.00515(N)    092 34 02.71755(W)     ADJUSTED  
 BK2974* NAVD 88     -        51.84   (+/-2cm)     170.1    (feet)  VERTCON   
 BK2974  ___________________________________________________________________
 BK2974  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BK2974  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK2974
 BK2974  HORZ ORDER  -  FIRST
 BK2974  VERT ORDER  -  THIRD ? (See Below)
 BK2974
 BK2974.The horizontal coordinates were established by classical geodetic methods
 BK2974.and adjusted by the National Geodetic Survey in January 1993..
 BK2974
 BK2974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2974.The vertical order pertains to the NGVD 29 superseded value.
 BK2974
 BK2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2974
 BK2974.The geoid height was determined by GEOID03.
 BK2974
 BK2974;                    North         East     Units Scale Factor Converg.
 BK2974;SPC LA N     -    48,665.942   993,556.470   MT  1.00005944   -0 02 08.3
 BK2974;SPC LA N     -   159,664.84  3,259,693.19   sFT  1.00005944   -0 02 08.3
 BK2974;SPC LA S     -   270,984.177   882,059.483   MT  1.00005953   -0 37 01.4
 BK2974;SPC LA S     -   889,053.92  2,893,890.15   sFT  1.00005953   -0 37 01.4
 BK2974;UTM  15      - 3,422,909.679   541,323.059   MT  0.99962106   +0 13 20.6
 BK2974
 BK2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2974!SPC LA N     -   0.99999610  x   1.00005944  =   1.00005554
 BK2974!SPC LA S     -   0.99999610  x   1.00005953  =   1.00005563
 BK2974!UTM  15      -   0.99999610  x   0.99962106  =   0.99961716
 BK2974
 BK2974|---------------------------------------------------------------------|
 BK2974| PID    Reference Object                     Distance      Geod. Az  |
 BK2974|                                                           dddmmss.s |
 BK2974| CW1405 GLENMORA RM 2                        65.625 METERS 09357     |
 BK2974| BK2977 OAKDALE MUNICIPAL TANK              APPROX.16.4 KM 2135136.0 |
 BK2974| BK3003 ELIZABETH CALCAS PAPER CO TK        APPROX.23.4 KM 2520849.3 |
 BK2974| BK2976 GLENMORA FULLER LUM TALL STK        APPROX. 5.2 KM 3294638.0 |
 BK2974| BK2975 GLENMORA MUNICIPAL TANK             APPROX. 4.4 KM 3382341.0 |
 BK2974| CW1403 GLENMORA AZ MK                                     3474758.4 |
 BK2974| CW1404 GLENMORA RM 1                        66.960 METERS 35809     |
 BK2974|---------------------------------------------------------------------|
 BK2974
 BK2974                          SUPERSEDED SURVEY CONTROL
 BK2974
 BK2974  NAD 83(1986)-  30 56 20.02517(N)    092 34 02.71123(W) AD(       ) 1
 BK2974  NAD 27      -  30 56 19.32600(N)    092 34 02.20900(W) AD(       ) 1
 BK2974  NGVD 29 (07/19/86)   51.82   (m)          170.0    (f) LEVELING    3  
 BK2974
 BK2974.Superseded values are not recommended for survey control.
 BK2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2974.See file dsdata.txt to determine how the superseded data were derived.
 BK2974
 BK2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4132322910(NAD 83)
 BK2974_MARKER: DS = TRIANGULATION STATION DISK
 BK2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2974
 BK2974  HISTORY     - Date     Condition        Report By
 BK2974  HISTORY     - 1934     MONUMENTED       CGS
 BK2974  HISTORY     - 1936     GOOD             LAGS
 BK2974  HISTORY     - 1943     GOOD             USE
 BK2974  HISTORY     - 1959     GOOD             CGS
 BK2974  HISTORY     - 1968     GOOD             CGS
 BK2974  HISTORY     - 19990424 GOOD             USPSQD
 BK2974
 BK2974                          STATION DESCRIPTION
 BK2974
 BK2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2974'STATION LOCATED ABOUT 2-1/2 MILES SE OF GLENMORA, IN SW 1/4 SEC.
 BK2974'27, T 1 S, R 2 W.  MARK IS 180 FEET W OF CENTER LINE OF GRAVELED
 BK2974'ROAD, 25 FEET E OF AN OLD DIRT TRAIL, 300 YARDS W OF A SMALL
 BK2974'HOUSE ON E SIDE OF ROAD AND 0.6 MILE S OF HOUSE ON E SIDE OF
 BK2974'ROAD.
 BK2974'
 BK2974'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK2974'BRONZE DISKS SET IN CONCRETE.
 BK2974'
 BK2974'AZIMUTH MARK IS IN CLEARED FIELD N OF STATION 0.7 MILE 10
 BK2974'METERS W OF CENTER LINE OF ROAD.
 BK2974'
 BK2974'REFERENCE MARK NO. 1 IS N OF STATION 66.960 METERS, 219.68 FEET.
 BK2974'
 BK2974'REFERENCE MARK NO. 2 IS E OF STATION 65.625 METERS, 215.30 FEET,
 BK2974'6 METERS E OF CENTER LINE OF GRAVELED ROAD.
 BK2974'
 BK2974'TO REACH FROM GLENMORA, GO S FROM MAIN CORNER OF TOWN 0.5 MILE
 BK2974'THEN E, 0.5 MILE THEN S ON GRAVELED ROAD 2.1 MILES TO STATION.
 BK2974'
 BK2974'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK2974
 BK2974                          STATION RECOVERY (1936)
 BK2974
 BK2974'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2974'RECOVERED AS DESCRIBED.
 BK2974
 BK2974                          STATION RECOVERY (1943)
 BK2974
 BK2974'RECOVERY NOTE BY US ENGINEERS 1943
 BK2974'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BK2974'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK2974
 BK2974                          STATION RECOVERY (1959)
 BK2974
 BK2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK2974'THE STATION WAS VISITED 9-24-59 AND THE STATION, REFERENCE MARKS
 BK2974'NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BK2974'THE AZIMUTH MARK IS VISIBLE FROM THE GROUND.  A NEW DESCRIPTION
 BK2974'FOLLOWS--
 BK2974'
 BK2974'THE STATION IS LOCATED 2.5 MILES SOUTH-SOUTHEAST OF GLENMORA, IN
 BK2974'THE SOUTHWEST QUARTER OF SEC. 27, T.1 S, R 2 W, IN AN OPEN
 BK2974'GRASSY AREA ABOUT 200 YARDS NORTH OF A NEW RED BRICK HOUSE,
 BK2974'0.2 MILE NORTH OF A GRAVELED ROAD LEADING EAST, 0.15 MILE SOUTH
 BK2974'OF A DIRT ROAD LEADING EAST, 149 FEET WEST OF THE CENTER OF A
 BK2974'POWER LINE, 180 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 BK2974'20 FEET SOUTHWEST OF AN 18-INCH PINE TREE, 51 FEET
 BK2974'WEST-SOUTHWEST OF A 12-INCH PINE TREE AND 1 FOOT WEST OF A METAL
 BK2974'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK,
 BK2974'STAMPED GLENMORA 1934, PROJECTING 8 INCHES.
 BK2974'
 BK2974'REFERENCE MARK NO. 1 IS 219.68 FEET EAST-SOUTHEAST OF THE
 BK2974'STATION, 24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 1
 BK2974'FOOT EAST OF A FENCE LINE, 219 FEET SOUTH OF A LONE PINE TREE
 BK2974'ON THE EAST SIDE OF THE ROAD, AND 287 FEET SOUTH OF A TELEPHONE
 BK2974'POLE NO. 63 WHICH IS ACROSS THE ROAD FROM A POWER POLE.  IT IS
 BK2974'A STANDARD DISK, STAMPED GLENMORA NO 1 1934, PROJECTING 6
 BK2974'INCHES.
 BK2974'
 BK2974'REFERENCE MARK NO. 2 IS 215.30 FEET NORTH OF THE STATION, 132
 BK2974'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 156.5 FEET WEST
 BK2974'OF THE TELEPHONE POLE EAST OF THE ROAD, 99.5 FEET WEST OF A
 BK2974'POWER POLE AND 13 FEET NORTH OF A LINE EXTENDED THROUGH THE
 BK2974'TELEPHONE AND THE POWER POLES.  IT IS A STANDARD DISK, STAMPED
 BK2974'GLENMORA NO 2 1934, PROJECTING 8 INCHES.
 BK2974'
 BK2974'THE AZIMUTH MARK IS 0.7 MILE NORTH OF THE STATION, 29 FEET WEST
 BK2974'OF THE CENTER OF THE GRAVELED ROAD, 105.5 FEET SOUTH OF A
 BK2974'FENCE CORNER, 91 FEET SOUTH OF A POWER POLE NEAR THE FENCE
 BK2974'CORNER, 96 FEET SOUTHWEST OF TELEPHONE POLE NO. 53 AND IN THE
 BK2974'NORTHEAST CORNER OF AN OPEN PASTURE.  IT IS A STANDARD DISK,
 BK2974'STAMPED GLENMORA 1934, PROJECTING 6 INCHES AND 1 FOOT WEST OF A
 BK2974'METAL WITNESS POST BEARING A WHITE SIGN.
 BK2974'
 BK2974'TO REACH THE STATION FROM THE RAILROAD STATION AND MAIN CROSSROAD
 BK2974'IN GLENMORA, GO SOUTH ON U.S. HIGHWAY 165 FOR 0.5 MILE TO A
 BK2974'SIDE ROAD LEFT, TURN LEFT CROSSING THE RAILROAD TRACKS AND GO EAST
 BK2974'FOR 0.9 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 BK2974'FOR 1.35 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR
 BK2974'0.7 MILE TO THE STATION ON THE RIGHT AND THE REFERENCE MARK
 BK2974'NO. 1 ON THE LEFT.
 BK2974
 BK2974                          STATION RECOVERY (1968)
 BK2974
 BK2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 BK2974'RECOVERED IN GOOD CONDITION.
 BK2974
 BK2974                          STATION RECOVERY (1999)
 BK2974
 BK2974'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK2974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2975 ***********************************************************************
 BK2975  DESIGNATION -  GLENMORA MUNICIPAL TANK
 BK2975  PID         -  BK2975
 BK2975  STATE/COUNTY-  LA/RAPIDES
 BK2975  USGS QUAD   -  GLENMORA (1972)
 BK2975
 BK2975                         *CURRENT SURVEY CONTROL
 BK2975  ___________________________________________________________________
 BK2975* NAD 83(1992)-  30 58 33.53319(N)    092 35 04.09322(W)     ADJUSTED  
 BK2975* NAVD 88     -                                                        
 BK2975  ___________________________________________________________________
 BK2975  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BK2975  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BK2975
 BK2975  HORZ ORDER  -  THIRD
 BK2975
 BK2975.The horizontal coordinates were established by classical geodetic methods
 BK2975.and adjusted by the National Geodetic Survey in January 1993..
 BK2975
 BK2975
 BK2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2975
 BK2975.The geoid height was determined by GEOID03.
 BK2975
 BK2975;                    North         East     Units Scale Factor Converg.
 BK2975;SPC LA N     -    52,779.550   991,930.309   MT  1.00004870   -0 02 40.8
 BK2975;SPC LA N     -   173,160.91  3,254,358.02   sFT  1.00004870   -0 02 40.8
 BK2975;SPC LA S     -   275,114.113   880,475.113   MT  1.00007034   -0 37 32.1
 BK2975;SPC LA S     -   902,603.55  2,888,692.10   sFT  1.00007034   -0 37 32.1
 BK2975;UTM  15      - 3,427,014.134   539,679.084   MT  0.99961942   +0 12 49.9
 BK2975
 BK2975                          SUPERSEDED SURVEY CONTROL
 BK2975
 BK2975  NAD 83(1986)-  30 58 33.55274(N)    092 35 04.08670(W) AD(       ) 4
 BK2975  NAD 27      -  30 58 32.86460(N)    092 35 03.58696(W) AD(       ) 3
 BK2975
 BK2975.Superseded values are not recommended for survey control.
 BK2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2975.See file dsdata.txt to determine how the superseded data were derived.
 BK2975
 BK2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3967927014(NAD 83)
 BK2975_MARKER: 51 = TANK
 BK2975
 BK2975  HISTORY     - Date     Condition        Report By
 BK2975  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2975  HISTORY     - 1943     GOOD             CGS
 BK2975  HISTORY     - 1959     GOOD             CGS
 BK2975  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BK2975  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BK2975
 BK2975                          STATION DESCRIPTION
 BK2975
 BK2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BDC)
 BK2975'THE TANK IS STILL STANDING.
 BK2975
 BK2975                          STATION RECOVERY (1959)
 BK2975
 BK2975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK2975'THE STATION WAS VISITED 10-13-59 AND WAS FOUND IN GOOD CONDITION.
 BK2975'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF GLENMORA,
 BK2975'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 497
 BK2975'AND THE RAILROAD TRACK, SOUTH OF THE RAILROAD STATION, 93 FEET
 BK2975'WEST OF THE CENTER OF THE TRACK, AND 150 FEET SOUTH OF THE CENTER
 BK2975'OF STATE HIGHWAY 497, AND DIRECTLY SOUTH OF THE TOWN HALL.
 BK2975'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS
 BK2975'TOP.
 BK2975
 BK2975                          STATION RECOVERY (1999)
 BK2975
 BK2975'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK2975'MARK NOT FOUND.
 BK2975
 BK2975                          STATION RECOVERY (2005)
 BK2975
 BK2975'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BK2975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2714 ***********************************************************************
 AU2714  DESIGNATION -  GLIDE
 AU2714  PID         -  AU2714
 AU2714  STATE/COUNTY-  LA/JEFFERSON
 AU2714  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2714
 AU2714                         *CURRENT SURVEY CONTROL
 AU2714  ___________________________________________________________________
 AU2714* NAD 83(1992)-  29 54 55.81400(N)    090 04 02.91701(W)     ADJUSTED  
 AU2714* NAVD 88     -        36.9  **(meters)     121.   **(feet)  VERTCON   
 AU2714  **This station is located in a subsidence area (see below).
 AU2714  ___________________________________________________________________
 AU2714  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2714  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2714
 AU2714  HORZ ORDER  -  FIRST
 AU2714
 AU2714.The horizontal coordinates were established by classical geodetic methods
 AU2714.and adjusted by the National Geodetic Survey in January 1993..
 AU2714
 AU2714 ** The orthometric height has not been validated since last determined
 AU2714 ** by differential leveling and should not be used for control purposes.
 AU2714 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2714 ** area with valid NAVD 88 orthometric heights.
 AU2714 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2714 ** epoch indicated which incorporates improved geoid heights for the
 AU2714 ** Southern Louisiana Subsidence area.
 AU2714 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2714
 AU2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2714
 AU2714.The geoid height was determined by GEOID03.
 AU2714
 AU2714;                    North         East     Units Scale Factor Converg.
 AU2714;SPC LA S     -   157,575.705 1,122,229.683   MT  0.99992685   +0 37 58.6
 AU2714;SPC LA S     -   516,979.63  3,681,848.55   sFT  0.99992685   +0 37 58.6
 AU2714;UTM  15      - 3,313,038.189   783,136.933   MT  1.00058921   +1 27 48.6
 AU2714;UTM  16      - 3,313,378.915   203,827.022   MT  1.00068241   -1 31 51.4
 AU2714
 AU2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2714!SPC LA S     -   0.99999828  x   0.99992685  =   0.99992513
 AU2714!UTM  15      -   0.99999828  x   1.00058921  =   1.00058749
 AU2714!UTM  16      -   0.99999828  x   1.00068241  =   1.00068069
 AU2714
 AU2714:                Primary Azimuth Mark                     Grid Az
 AU2714:SPC LA S     -  NEW ORLEANS TV STA WGNO TOWER            005 14 03.6
 AU2714:UTM  15      -  NEW ORLEANS TV STA WGNO TOWER            004 24 13.6
 AU2714:UTM  16      -  NEW ORLEANS TV STA WGNO TOWER            007 23 53.6
 AU2714
 AU2714|---------------------------------------------------------------------|
 AU2714| PID    Reference Object                     Distance      Geod. Az  |
 AU2714|                                                           dddmmss.s |
 AU2714| AU2712 NEW ORLEANS TV STA WGNO TOWER       APPROX. 3.7 KM 0055202.2 |
 AU2714| AU2737 NEW ORLEANS PUBLIC SERV S STK       APPROX. 1.7 KM 0111459.1 |
 AU2714| AU2693 ALGIERS USN WATER TANK              APPROX. 4.9 KM 0415202.5 |
 AU2714| DD7135 GLIDE RM 1                            7.490 METERS 05022     |
 AU2714| AT1372 NEW ORLEANS ALGIERS WATER TANK      APPROX. 8.1 KM 0844930.8 |
 AU2714| AT1373 BENNETT                             APPROX. 8.8 KM 0851643.6 |
 AU2714| AT1385 BELLE CHASSE STATE SCHOOL TANK      APPROX. 9.0 KM 1044452.3 |
 AU2714| AU2692 GRETNA TV STA WWL MAST              APPROX. 2.9 KM 1103310.0 |
 AU2714| AT1349 BELLE CHASSE DALC WATER WKS TK      APPROX.11.1 KM 1224428.9 |
 AU2714| AU2689 GRETNA MUNICIPAL WATER TANK         APPROX. 2.6 KM 1290837.1 |
 AU2714| AT1344 BELLE CHASSE MUNICIPAL TANK         APPROX.10.8 KM 1424534.1 |
 AU2714| AU2742 BELLE CHASSE CALLENDER FLD TNK      APPROX.10.6 KM 1543900.2 |
 AU2714| AU2717 HARVEY WARD DRILLING CO MAST        APPROX. 4.2 KM 1831941.6 |
 AU2714| AU2668 HARVEY MUNICIPAL WATER TANK         APPROX. 4.2 KM 2103917.4 |
 AU2714| AU2725 HARVEY TEXACO RADIO TOWER           APPROX. 2.5 KM 2110211.1 |
 AU2714| AU2680 HARVEY WATER TANK                   APPROX. 0.9 KM 2173139.6 |
 AU2714| AU2724 HARVEY WHITEMAN TOWING MAST         APPROX. 0.7 KM 2484727.7 |
 AU2714| AU2659 HARVEY BRER RABBIT TANK             APPROX. 2.8 KM 2495525.8 |
 AU2714|---------------------------------------------------------------------|
 AU2714
 AU2714                          SUPERSEDED SURVEY CONTROL
 AU2714
 AU2714  NAD 83(1986)-  29 54 55.82858(N)    090 04 02.91680(W) AD(       ) 1
 AU2714  NAD 27      -  29 54 55.09082(N)    090 04 02.65798(W) AD(       ) 1
 AU2714  NGVD 29 (07/19/86)   37.0    (m)          121.     (f) VERT ANG       
 AU2714
 AU2714.Superseded values are not recommended for survey control.
 AU2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2714.See file dsdata.txt to determine how the superseded data were derived.
 AU2714
 AU2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8313713038(NAD 83)
 AU2714_MARKER: DS = TRIANGULATION STATION DISK
 AU2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2714
 AU2714  HISTORY     - Date     Condition        Report By
 AU2714  HISTORY     - 1972     MONUMENTED       NGS
 AU2714
 AU2714                          STATION DESCRIPTION
 AU2714
 AU2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2714'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN NEW ORLEANS,
 AU2714'1/2 MILE SOUTH OF THE SOUTH BANK OF THE MISSISSIPPI RIVER, IN THE
 AU2714'NORTHWESTERN PART OF THE TOWN OF GRETNA AND ON THE TOP ROOF OF THE
 AU2714'JEFFERSON PARISH COURTHOUSE.  PERMISSION AND ARRANGEMENTS TO GET
 AU2714'ON THE TOP OF THE BUILDING MAY BE OBTAINED THROUGH MR. CLIFFORD
 AU2714'WATSON, PROPERTY CONTROLLER, AN OFFICE PHONE THAT CAN BE REACHED 24
 AU2714'HOURS A DAY IS 367-6611 EXTENSION 300.
 AU2714'
 AU2714'THE STATION IS MARKED BY A STANDARD DISK THAT IS STAMPED GLIDE 1972.
 AU2714'THE MARK IS BONDED TO THE ROOF WITH GLUE.  THE DISK IS SET IN THE
 AU2714'TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 AU2714'THE ROOF SURFACE.  IT IS 27.8 FEET WEST OF THE EAST EDGE OF ROOF,
 AU2714'10.85 FEET EAST OF THE WEST EDGE OF ROOF, 4.8 FEET SOUTH OF THE
 AU2714'NORTH EDGE OF ROOF AND 4.6 FEET NORTH OF THE SOUTH EDGE OF ROOF.
 AU2714'
 AU2714'REFERENCE MARK 1, A STANDARD DISK STAMPED GLIDE NO 1 1972.  THE MARK
 AU2714'IS BONDED TO THE ROOF WITH GLUE.  THE DISK IS SET IN THE TOP OF A
 AU2714'12X12 INCH CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE ROOF
 AU2714'SURFACE.  IT IS 8.5 INCHES SOUTH OF THE NORTH EDGE OF ROOF AND
 AU2714'3.45 FEET WEST OF THE EAST EDGE OF ROOF.
 AU2714'
 AU2714'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2784 ***********************************************************************
 BH2784  DESIGNATION -  GNAT
 BH2784  PID         -  BH2784
 BH2784  STATE/COUNTY-  LA/ST TAMMANY
 BH2784  USGS QUAD   -  RIGOLETS (1993)
 BH2784
 BH2784                         *CURRENT SURVEY CONTROL
 BH2784  ___________________________________________________________________
 BH2784* NAD 83(1992)-  30 12 35.70864(N)    089 41 40.44067(W)     ADJUSTED  
 BH2784* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 BH2784  **This station is located in a subsidence area (see below).
 BH2784  ___________________________________________________________________
 BH2784  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BH2784  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BH2784
 BH2784  HORZ ORDER  -  SECOND
 BH2784
 BH2784.The horizontal coordinates were established by classical geodetic methods
 BH2784.and adjusted by the National Geodetic Survey in May 1994..
 BH2784
 BH2784 ** The orthometric height has not been validated since last determined
 BH2784 ** by differential leveling and should not be used for control purposes.
 BH2784 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2784 ** area with valid NAVD 88 orthometric heights.
 BH2784 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2784 ** epoch indicated which incorporates improved geoid heights for the
 BH2784 ** Southern Louisiana Subsidence area.
 BH2784 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2784
 BH2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2784
 BH2784.The geoid height was determined by GEOID03.
 BH2784
 BH2784;                    North         East     Units Scale Factor Converg.
 BH2784;SPC LA S     -   190,663.316 1,157,768.590   MT  0.99993237   +0 49 09.9
 BH2784;SPC LA S     -   625,534.56  3,798,445.78   sFT  0.99993237   +0 49 09.9
 BH2784;UTM  16      - 3,345,116.857   240,616.427   MT  1.00043013   -1 21 23.7
 BH2784
 BH2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2784!SPC LA S     -   1.00000403  x   0.99993237  =   0.99993640
 BH2784!UTM  16      -   1.00000403  x   1.00043013  =   1.00043416
 BH2784
 BH2784:                Primary Azimuth Mark                     Grid Az
 BH2784:SPC LA S     -  GNAT AZ MK                               034 17 30.8
 BH2784:UTM  16      -  GNAT AZ MK                               036 28 04.4
 BH2784
 BH2784|---------------------------------------------------------------------|
 BH2784| PID    Reference Object                     Distance      Geod. Az  |
 BH2784|                                                           dddmmss.s |
 BH2784| DD8837 GNAT AZ MK                                         0350640.7 |
 BH2784| DD8838 GNAT RM 1                            18.196 METERS 03821     |
 BH2784| BH2785 GNAT RM 2                             8.314 METERS 26413     |
 BH2784|---------------------------------------------------------------------|
 BH2784
 BH2784                          SUPERSEDED SURVEY CONTROL
 BH2784
 BH2784  NAD 83(1992)-  30 12 35.71214(N)    089 41 40.44073(W) AD(       ) 2
 BH2784  NAD 83(1986)-  30 12 35.72245(N)    089 41 40.43703(W) AD(       ) 2
 BH2784  NAD 27      -  30 12 35.02077(N)    089 41 40.22208(W) AD(       ) 2
 BH2784  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 BH2784
 BH2784.Superseded values are not recommended for survey control.
 BH2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2784.See file dsdata.txt to determine how the superseded data were derived.
 BH2784
 BH2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4061645117(NAD 83)
 BH2784_MARKER: DD = SURVEY DISK
 BH2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2784+STABILITY: SURFACE MOTION
 BH2784
 BH2784  HISTORY     - Date     Condition        Report By
 BH2784  HISTORY     - 1972     MONUMENTED       LADH
 BH2784
 BH2784                          STATION DESCRIPTION
 BH2784
 BH2784'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BH2784'THE STATION IS LOCATED 7 MILES SOUTHEAST OF SLIDELL, 4 MILES
 BH2784'NORTHEAST OF RIGOLETS PASS, AND 12 MILES SOUTH-SOUTHEAST OF PEARL
 BH2784'RIVER, IN THE NORTHEAST QUARTER OF SECTION 4, T10S, R15E, AND ON THE
 BH2784'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BH2784'
 BH2784'TO REACH THE STATION FROM THE NORTH END OF THE RIGOLETS BRIDGE ON
 BH2784'U. S. HIGHWAY 90, DRIVE NORTH AND EAST ON U. S. HIGHWAY 90 FOR 3
 BH2784'MILES.  THE STATION IS SET ON THE RIGHT AND SOUTHEAST OF THE
 BH2784'HIGHWAY NEAR TWO POWER POLES.
 BH2784'
 BH2784'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ON U. S.
 BH2784'HIGHWAY 90 FOR 0.6 MILE.  THE MARK IS SET ON THE LEFT AND NORTHWEST
 BH2784'OF THE HIGHWAY NEAR A CEMETERY GATE.
 BH2784'
 BH2784'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2784'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2784'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND.
 BH2784'THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BH2784'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2784'STAMPED GNAT 1972.  THE MARK IS SET 12 INCHES BELOW THE GROUND IN A
 BH2784'CAST IRON WATER METER CASING, 200 FEET SOUTHWEST OF A POWER POLE, 37
 BH2784'FEET SOUTH OF THE CENTER OF U. S. HIGHWAY 90, AND 3 FEET EAST OF A
 BH2784'METAL WITNESS POST AND SIGN.
 BH2784'
 BH2784'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2784'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2784'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2784'STAMPED GNAT R.M. 1 1972.  IT IS 175 FEET SOUTHWEST OF A POWER
 BH2784'POLE, 39 FEET SOUTH OF THE CENTER OF U. S. HIGHWAY 90, AND
 BH2784'APPROXIMATELY 30 FEET NORTHWEST OF THE EDGE OF A BAYOU.
 BH2784'
 BH2784'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2784'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2784'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2784'STAMPED GNAT R.M. 2 1972.  IT IS 220 FEET SOUTHWEST OF A POWER
 BH2784'POLE, 40 FEET NORTHWEST OF THE EDGE OF A BAYOU, AND 17 FEET SOUTH
 BH2784'OF THE CENTER OF U. S. HIGHWAY 90.
 BH2784'
 BH2784'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2784'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2784'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2784'STAMPED GNAT AZ. MK. 1972.  IT IS 71 FEET WEST OF A POWER POLE, 51
 BH2784'FEET NORTH OF THE CENTER OF U. S. HIGHWAY 90, 32 FEET SOUTHEAST
 BH2784'OF BENCH MARK NO. B 193 1963 (USC AND GS), 5 FEET EAST OF THE
 BH2784'CENTER OF A METAL GATE, AND 1.5 FEET SOUTHEAST OF A METAL WITNESS
 BH2784'POST AND SIGN.
 BH2784'
 BH2784'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6159 ***********************************************************************
 AH6159  DESIGNATION -  GOD
 AH6159  PID         -  AH6159
 AH6159  STATE/COUNTY-  LA/TERREBONNE
 AH6159  USGS QUAD   -  DULAC (1994)
 AH6159
 AH6159                         *CURRENT SURVEY CONTROL
 AH6159  ___________________________________________________________________
 AH6159* NAD 83(1992)-  29 26 49.12526(N)    090 42 08.32077(W)     ADJUSTED  
 AH6159* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6159  **This station is located in a subsidence area (see below).
 AH6159  ___________________________________________________________________
 AH6159  X           -     -68,133.999 (meters)                     COMP
 AH6159  Y           -  -5,558,211.749 (meters)                     COMP
 AH6159  Z           -   3,117,126.337 (meters)                     COMP
 AH6159  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6159  ELLIP HEIGHT-         -24.34  (meters)          (02/21/02) GPS OBS
 AH6159  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH6159
 AH6159  HORZ ORDER  -  FIRST
 AH6159  ELLP ORDER  -  FIFTH     CLASS I
 AH6159
 AH6159.The horizontal coordinates were established by GPS observations
 AH6159.and adjusted by the National Geodetic Survey in December 1998..
 AH6159
 AH6159 ** The orthometric height has not been validated since last determined
 AH6159 ** by differential leveling and should not be used for control purposes.
 AH6159 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6159 ** area with valid NAVD 88 orthometric heights.
 AH6159 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6159 ** epoch indicated which incorporates improved geoid heights for the
 AH6159 ** Southern Louisiana Subsidence area.
 AH6159 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6159.The orthometric height was determined by GPS observations and a
 AH6159.high-resolution geoid model.
 AH6159
 AH6159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6159
 AH6159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6159
 AH6159.The ellipsoidal height was determined by GPS observations
 AH6159.and is referenced to NAD 83.
 AH6159
 AH6159.The geoid height was determined by GEOID03.
 AH6159
 AH6159;                    North         East     Units Scale Factor Converg.
 AH6159;SPC LA S     -   105,137.439 1,061,217.692   MT  0.99997214   +0 18 55.9
 AH6159;SPC LA S     -   344,938.41  3,481,678.38   sFT  0.99997214   +0 18 55.9
 AH6159;UTM  15      - 3,259,706.290   722,856.215   MT  1.00021286   +1 07 48.2
 AH6159
 AH6159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6159!SPC LA S     -   1.00000382  x   0.99997214  =   0.99997596
 AH6159!UTM  15      -   1.00000382  x   1.00021286  =   1.00021668
 AH6159
 AH6159                          SUPERSEDED SURVEY CONTROL
 AH6159
 AH6159  ELLIP H (12/17/98)  -24.32   (m)                       GP(       ) 4 2
 AH6159
 AH6159.Superseded values are not recommended for survey control.
 AH6159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6159.See file dsdata.txt to determine how the superseded data were derived.
 AH6159
 AH6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2285659706(NAD 83)
 AH6159_MARKER: I = METAL ROD
 AH6159_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6159_STAMPING: GOD
 AH6159_MARK LOGO: LA-109
 AH6159_PROJECTION: RECESSED 10 CENTIMETERS
 AH6159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6159+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6159_ROD/PIPE-DEPTH: 18.3 meters
 AH6159_SLEEVE-DEPTH  :  0.9 meters
 AH6159
 AH6159  HISTORY     - Date     Condition        Report By
 AH6159  HISTORY     - 1995     MONUMENTED       MPHI
 AH6159
 AH6159                          STATION DESCRIPTION
 AH6159
 AH6159'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6159'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6159'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6159'57 AND TRAVEL SOUTH FOR 11.75 MI (18.91 KM) TO THE STATION ON THE
 AH6159'LEFT.  THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND.
 AH6159'THE STATION IS 31.2 FT (9.5 M) EAST FROM THE CENTERLINE OF HWY 57,
 AH6159'65.0 FT (19.8 M) SOUTH FROM THE POWER POLE, 109.2 FT (33.3 M) WEST
 AH6159'FROM THE SOUTHWEST CORNER OF THE CHURCH OF GOD (METAL BUILDING), 43.0
 AH6159'FT (13.1 M) NORTHWEST FROM POWER POLE NO.62 WITH A LIGHT, AND 17.8 FT
 AH6159'(5.4 M) NORTH FROM THE CENTERLINE OF THE SHELL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0611 ***********************************************************************
 AV0611  DESIGNATION -  GODCHAUX
 AV0611  PID         -  AV0611
 AV0611  STATE/COUNTY-  LA/VERMILION
 AV0611  USGS QUAD   -  HEBERT LAKE (1975)
 AV0611
 AV0611                         *CURRENT SURVEY CONTROL
 AV0611  ___________________________________________________________________
 AV0611* NAD 83(1992)-  29 49 54.11719(N)    092 06 39.08746(W)     ADJUSTED  
 AV0611* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AV0611  **This station is located in a subsidence area (see below).
 AV0611  ___________________________________________________________________
 AV0611  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0611  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AV0611
 AV0611  HORZ ORDER  -  SECOND
 AV0611
 AV0611.The horizontal coordinates were established by classical geodetic methods
 AV0611.and adjusted by the National Geodetic Survey in January 1993..
 AV0611
 AV0611 ** The orthometric height has not been validated since last determined
 AV0611 ** by differential leveling and should not be used for control purposes.
 AV0611 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0611 ** area with valid NAVD 88 orthometric heights.
 AV0611 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0611 ** epoch indicated which incorporates improved geoid heights for the
 AV0611 ** Southern Louisiana Subsidence area.
 AV0611 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0611
 AV0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0611
 AV0611.The geoid height was determined by GEOID03.
 AV0611
 AV0611;                    North         East     Units Scale Factor Converg.
 AV0611;SPC LA S     -   147,866.386   924,859.140   MT  0.99993008   -0 23 19.6
 AV0611;SPC LA S     -   485,124.97  3,034,308.70   sFT  0.99993008   -0 23 19.6
 AV0611;UTM  15      - 3,300,468.087   585,901.811   MT  0.99969104   +0 26 32.4
 AV0611
 AV0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0611!SPC LA S     -   1.00000402  x   0.99993008  =   0.99993410
 AV0611!UTM  15      -   1.00000402  x   0.99969104  =   0.99969506
 AV0611
 AV0611|---------------------------------------------------------------------|
 AV0611| PID    Reference Object                     Distance      Geod. Az  |
 AV0611|                                                           dddmmss.s |
 AV0611| AV0610 GODCHAUX 1974 RM 1                   12.902 METERS 13148     |
 AV0611| AV0615 INTRACOASTAL CITY UN OIL MAST       APPROX. 5.6 KM 2155546.3 |
 AV0611| AV0613 INTRACOASTAL CITY ABM MAST          APPROX. 4.3 KM 2230821.4 |
 AV0611| CV9818 GODCHAUX RM 3                                      2674115.5 |
 AV0611| AV0612 GODCHAUX 1974 RM 2                    9.074 METERS 27533     |
 AV0611|---------------------------------------------------------------------|
 AV0611
 AV0611                          SUPERSEDED SURVEY CONTROL
 AV0611
 AV0611  NAD 83(1986)-  29 49 54.13716(N)    092 06 39.08072(W) AD(       ) 2
 AV0611  NAD 27      -  29 49 53.38490(N)    092 06 38.62691(W) AD(       ) 2
 AV0611  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 AV0611
 AV0611.Superseded values are not recommended for survey control.
 AV0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0611.See file dsdata.txt to determine how the superseded data were derived.
 AV0611
 AV0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8590200468(NAD 83)
 AV0611_MARKER: DS = TRIANGULATION STATION DISK
 AV0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0611
 AV0611  HISTORY     - Date     Condition        Report By
 AV0611  HISTORY     - 1974     MONUMENTED       NGS
 AV0611
 AV0611                          STATION DESCRIPTION
 AV0611
 AV0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0611'THE STATION IS ABOUT 9-1/2 MILES SOUTH OF ABBEVILLE, 4 MILES
 AV0611'NORTHEAST OF INTRACOASTAL CITY, 4 MILES SOUTHWEST OF HENRY AND ON
 AV0611'PROPERTY OWNED BY MR. CHARLES GODCHAUX OF ABBEVILLE, LA.
 AV0611'
 AV0611'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 82 AND STATE
 AV0611'HIGHWAY 14 AT THE SQUARE IN ABBEVILLE, GO SOUTH ON HIGHWAY 82 FOR
 AV0611'1.35 MILES TO THE JUNCTION OF STATE HIGHWAY 330.  CONTINUE
 AV0611'SOUTHERLY ON HIGHWAY 330 FOR 6.0 MILES TO THE JUNCTION OF STATE
 AV0611'HIGHWAY 690 ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON HIGHWAY
 AV0611'690 FOR 1.6 MILES TO A PAVED ROAD ON THE LEFT AND A FERRY AHEAD.
 AV0611'TURN LEFT AND GO SOUTHERLY ON THE PAVED ROAD FOR 3.95 MILES TO
 AV0611'A CATTLE GUARD AND THE END OF THE PAVEMENT.  CONTINUE EAST AND
 AV0611'SOUTHERLY ON A SHELL ROAD FOR 0.3 MILE TO A SHELL ROAD ON THE LEFT.
 AV0611'TURN LEFT AND GO EAST ON THE SHELL ROAD FOR 0.35 MILE TO AN
 AV0611'IRRIGATION LEVY AND RM 3 ON THE RIGHT AS DESCRIBED.  CONTINUE EAST
 AV0611'ON THE SHELL ROAD FOR 0.35 MILE TO A FIELD ROAD ON THE LEFT AND
 AV0611'THE STATION ON THE LEFT AS DESCRIBED.
 AV0611'
 AV0611'THE STATION MARK IS A STANDARD DISK STAMPED GODCHAUX 1974.  IT IS
 AV0611'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 AV0611'IS 51.5 FEET NORTH OF THE CENTER OF THE SHELL ROAD, 12 FEET WEST OF
 AV0611'CENTER OF THE FIELD ROAD, 6 FEET SOUTH OF A FENCE AND 5.5 FEET
 AV0611'SOUTH OF A METAL WITNESS POST.  NO UNDERGROUND MARK WAS SET DUE TO
 AV0611'WATER.
 AV0611'
 AV0611'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GODCHAUX NO 1 1974.  IT
 AV0611'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 34
 AV0611'FEET SOUTH OF A FENCE, 22 FEET NORTH OF THE SHELL ROAD AND 21 FEET
 AV0611'EAST OF THE CENTER OF THE FIELD ROAD.
 AV0611'
 AV0611'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GODCHAUX NO 2 1974.  IT
 AV0611'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 53
 AV0611'FEET NORTH OF THE CENTER OF THE SHELL ROAD, 43.5 FEET WEST OF CENTER
 AV0611'OF THE FIELD ROAD AND 2 FEET SOUTH OF A FENCE.
 AV0611'
 AV0611'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GODCHAUX NO 3 1974.  IT
 AV0611'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 42
 AV0611'FEET SOUTH OF CENTER OF THE SHELL ROAD, 13.5 FEET EAST OF CENTER OF
 AV0611'THE IRRIGATION CANAL, 4 FEET NORTHWEST OF A METAL WITNESS POST
 AV0611'AND 3.5 FEET NORTH OF A FENCE.
 AV0611'
 AV0611'NEAREST TOWN--INTRACOASTAL CITY.
 AV0611'
 AV0611'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2407 ***********************************************************************
 AU2407  DESIGNATION -  GODDEL
 AU2407  PID         -  AU2407
 AU2407  STATE/COUNTY-  LA/ST MARTIN
 AU2407  USGS QUAD   -  CENTERVILLE NE (1980)
 AU2407
 AU2407                         *CURRENT SURVEY CONTROL
 AU2407  ___________________________________________________________________
 AU2407* NAD 83(1992)-  29 58 06.70973(N)    091 15 18.11168(W)     ADJUSTED  
 AU2407* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AU2407  ___________________________________________________________________
 AU2407  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2407  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AU2407
 AU2407  HORZ ORDER  -  FIRST
 AU2407
 AU2407.The horizontal coordinates were established by classical geodetic methods
 AU2407.and adjusted by the National Geodetic Survey in January 1993..
 AU2407
 AU2407.The orthometric height was scaled from a topographic map.
 AU2407
 AU2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2407
 AU2407.The geoid height was determined by GEOID03.
 AU2407
 AU2407;                    North         East     Units Scale Factor Converg.
 AU2407;SPC LA S     -   162,780.789 1,007,556.921   MT  0.99992590   +0 02 20.9
 AU2407;SPC LA S     -   534,056.64  3,305,626.33   sFT  0.99992590   +0 02 20.9
 AU2407;UTM  15      - 3,316,579.218   668,364.430   MT  0.99994974   +0 52 18.7
 AU2407
 AU2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2407!SPC LA S     -   1.00000400  x   0.99992590  =   0.99992990
 AU2407!UTM  15      -   1.00000400  x   0.99994974  =   0.99995374
 AU2407
 AU2407:                Primary Azimuth Mark                     Grid Az
 AU2407:SPC LA S     -  GODDEL AZ MK                             013 20 25.0
 AU2407:UTM  15      -  GODDEL AZ MK                             012 30 27.2
 AU2407
 AU2407|---------------------------------------------------------------------|
 AU2407| PID    Reference Object                     Distance      Geod. Az  |
 AU2407|                                                           dddmmss.s |
 AU2407| CV9819 GODDEL AZ MK                                       0132245.9 |
 AU2407| CV9820 GODDEL RM 1                          30.949 METERS 14427     |
 AU2407| CV9821 GODDEL RM 2                          48.158 METERS 28404     |
 AU2407|---------------------------------------------------------------------|
 AU2407
 AU2407                          SUPERSEDED SURVEY CONTROL
 AU2407
 AU2407  NAD 83(1986)-  29 58 06.72894(N)    091 15 18.10846(W) AD(       ) 1
 AU2407  NAD 27      -  29 58 06.00351(N)    091 15 17.73180(W) AD(       ) 1
 AU2407
 AU2407.Superseded values are not recommended for survey control.
 AU2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2407.See file dsdata.txt to determine how the superseded data were derived.
 AU2407
 AU2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6836416579(NAD 83)
 AU2407_MARKER: DS = TRIANGULATION STATION DISK
 AU2407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2407_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2407
 AU2407  HISTORY     - Date     Condition        Report By
 AU2407  HISTORY     - 1935     MONUMENTED       CGS
 AU2407  HISTORY     - 1947     GOOD             CGS
 AU2407  HISTORY     - 1957     GOOD             CGS
 AU2407  HISTORY     - 1966     GOOD             CGS
 AU2407
 AU2407                          STATION DESCRIPTION
 AU2407
 AU2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2407'ON THE W BANK OF BIG GODDEL BAYOU, ABOUT 4-1/2 MILES NNW
 AU2407'OF THE SETTLEMENT OF BELLE RIVER, ABOUT 3 MILES NNW OF THE
 AU2407'JUNCTION OF BIG GODDEL WITH THE OLD RIVER, ABOUT 1 MILE
 AU2407'NNW OF POPULATION BEND, ABOUT 0.1 MILE S OF THE JUNCTION
 AU2407'OF BIG GODDELL BAYOU WITH LITTLE GODDEL BAYOU, ABOUT 0.25
 AU2407'MILE N OF P.B.M. 46 (U.S.E.D.) IN A SMALL CATTLE PEN ON
 AU2407'LAND BELONGING TO LAWRENCE LEONO, ABOUT 0.15 MILE NNW OF
 AU2407'HIS HOUSE 42 FEET N OF ITS S FENCE, 26 FEET E OF ITS W FENCE,
 AU2407'AND 26 FEET S OF ITS N FENCE.  THE STATION IS MARKED BY
 AU2407'A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER OF
 AU2407'THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 AU2407'TO THE UPPER END OF LONG WOODEN PILE DRIVEN INTO THE
 AU2407'MARSH, AND PROJECTS 5 INCHES ABOVE THE GROUND--REFERENCE
 AU2407'MARK NO.  1, A STANDARD BRONZE REFERENCE DISK, SET IN
 AU2407'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY
 AU2407'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN
 AU2407'PILE DRIVEN INTO THE MARSH, AND PROJECTS 12 INCHES, IS 60
 AU2407'FEET S OF THE S FENCE OF THE CATTLE PEN AND 101.54 FEET
 AU2407'(30.95 METERS) FROM THE STATION S 35 DEG 33 MIN E.
 AU2407'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 AU2407'DISK, SET IN CONCRETE AT THE TOP OF A TILE WHICH IS
 AU2407'FASTENED BY MEANS OF CONCRETE AT THE UPPER END OF A
 AU2407'LONG WOODEN PILE DRIVEN INTO THE MARSH, AND PROJECTS 7
 AU2407'INCHES ABOVE THE GROUND, IS 121 FEET WNW OF THE NW CORNER
 AU2407'OF THE PEN, 244.37 FEET (74.48 METERS) NW OF REFERENCE MARK
 AU2407'NO. 1 AND 158.00 FEET (48.16 METERS) FROM THE STATION
 AU2407'N 75 DEG 56 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE
 AU2407'DISK SET IN CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED
 AU2407'BY MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2407'DRIVEN INTO THE MARSH, AND PROJECTS 5 INCHES ABOVE THE GROUND,
 AU2407'IS ON THE E BANK OF BIG GODDEL BAYOU JUST E OF ITS JUNCTION
 AU2407'WITH LITTLE GODDEL BAYOU, ABOUT 40 FEET S OF A 36-INCH OAK
 AU2407'TREE, AND APPROXIMATELY 0.15 MILE FROM THE STATION
 AU2407'N 13 DEG 23 MIN E.
 AU2407
 AU2407                          STATION RECOVERY (1947)
 AU2407
 AU2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2407'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION
 AU2407'AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2407
 AU2407                          STATION RECOVERY (1957)
 AU2407
 AU2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2407'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 AU2407'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTIONS BY C.A.S.
 AU2407'IN 1935 AND R.A.G. IN 1947 ARE OBSOLETE DUE TO CULTURAL
 AU2407'CHANGES.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2407'
 AU2407'THE STATION IS LOCATED ON THE WEST BANK OF BIG GODDEL BAYOU,
 AU2407'ABOUT 4.8 MILES AIRLINE NORTH-NORTHWEST OF THE SETTLEMENT
 AU2407'OF BELLE RIVER, ABOUT 3.3 MILES AIRLINE NORTH-NORTHWEST
 AU2407'OF THE CONFLUENCE OF BIG GODDEL BAYOU AND OLD RIVER AND
 AU2407'0.4 MILE AIRLINE EAST OF THE ATCHAFALAYA FLOODWAY EAST LEVEE.
 AU2407'
 AU2407'THE STATION IS IN THE NORTH HALF OF THE LARGES OF THREE
 AU2407'CLEARED FIELDS ON AN ABANDONED FARM, 550 FEET NORTHWEST
 AU2407'OF A 4 FOOT OAK TREE AT SOME BUILDING RUINS, 117 FEET NORTHWEST
 AU2407'OF THE CENTERLINE OF A SMALL EAST-WEST DITCH IN THE CENTER
 AU2407'OF THE FIELD, 146 FEET SOUTHEAST OF THE SOUTH BANK OF A
 AU2407'SMALL CREEK ALONG THE NORTH SIDE OF THE FIELD, 34 FEET SOUTHWEST
 AU2407'OF THE MHWL OF BIG GODDEL BAYOU.
 AU2407'
 AU2407'THE STATION IS A STANDARD DISK STAMPED GODDEL 1935 SET IN
 AU2407'THE TOP OF A SIX INCH CONCRETE TILE FILLED WITH CONCRETE,
 AU2407'PROJECTING 3 INCHES.  IT IS APPROXIMATELY 2 FEET ABOVE MHWL.
 AU2407'
 AU2407'REFERENCE MARK ONE IS 101.54 FEET FROM THE STATION S 35 DEG
 AU2407'33 MIN W (NOT CHECKED), 15 FEET NORTHWEST
 AU2407'OF THE CENTERLINE OF THE SMALL DITCH, 32 FEET SOUTHWEST
 AU2407'OF THE MHWL AND 248 FEET SOUTHEAST OF THE SOUTH BANK OF
 AU2407'THE SMALL CREEK.  IT IS A STANDARD DISK STAMPED GODDEL NO
 AU2407'1 1935 SET IN THE TOP OF A 6 INCH CONCRETE TILE FILLED WITH
 AU2407'CONCRETE, PROJECTING ONE FOOT.  IT IS APPROXIMATELY 2.4
 AU2407'FEET ABOVE MHW.
 AU2407'
 AU2407'REFERENCE MARK TWO IS 158 FEET FROM THE STATION N 75 DEG
 AU2407'56 MIN W (NOT CHECKED) 97 FEET SOUTH OF THE
 AU2407'SOUTH BANK OF THE SMALL CREEK, 224 FEET NORTHWEST OF THE
 AU2407'CENTERLINE OF THE SMALL DITCH AND 142 FEET SOUTHWEST OF
 AU2407'THE MHWL.  IT IS A STANDARD DISK STAMPED GODDEL NO 2 1935
 AU2407'SET IN THE TOP OF A 6 INCH TILE FILLED WITH CONCRETE, PROJECTING
 AU2407'9 INCHES.  IT IS APPROXIMATELY 2.5 FEET ABOVE MHW.
 AU2407'
 AU2407'THE AZIMUTH MARK IS ABOUT 0.15 MILE FROM THE STATION
 AU2407'N 13 DEG 23 MIN E (NOT CHECKED),
 AU2407'ON THE EAST BANK OF BIG GODDEL BAYOU JUST EAST OF ITS CONFLUENCE
 AU2407'WITH LITTLE GODDEL BAYOU, 14 FEET EAST OF THE MHWL OF BIG
 AU2407'GODDEL BAYOU AND 43 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 AU2407'A 40 INCH OAK ON THE BANK OF THE BAYOU.  IT IS A STANDARD
 AU2407'REFERENCE MARK DISK STAMPED GODDEL 1935 AZIMUTH SET IN THE
 AU2407'TOP OF A CHIPPED 6 INCH TILE FILLED WITH CONCRETE, PROJECTING
 AU2407'6 INCHES.  IT IS APPROXIMATELY 3.5 FEET ABOVE MHW.
 AU2407
 AU2407                          STATION RECOVERY (1966)
 AU2407
 AU2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2407'THE STATION WAS VISITED 3/29/66 AND THE STATION MARK, REFERENCE
 AU2407'MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN
 AU2407'GOOD CONDITION METAL WITNESS POSTS WERE SET AT THE STATION
 AU2407'AND THE AZIMUTH MARK.  THE RECOVERY NOTE BY I.R.R. IN 1957
 AU2407'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV1002 ***********************************************************************
 AV1002  DESIGNATION -  GODFREY
 AV1002  PID         -  AV1002
 AV1002  STATE/COUNTY-  LA/VERMILION
 AV1002  USGS QUAD   -  FORKED ISLAND NW (1979)
 AV1002
 AV1002                         *CURRENT SURVEY CONTROL
 AV1002  ___________________________________________________________________
 AV1002* NAD 83(1992)-  29 53 25.39389(N)    092 26 05.21518(W)     ADJUSTED  
 AV1002* NAVD 88     -         3.3  **(meters)      11.   **(feet)  VERTCON   
 AV1002  **This station is located in a subsidence area (see below).
 AV1002  ___________________________________________________________________
 AV1002  X           -    -235,109.164 (meters)                     COMP
 AV1002  Y           -  -5,529,305.400 (meters)                     COMP
 AV1002  Z           -   3,159,833.399 (meters)                     COMP
 AV1002  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV1002  ELLIP HEIGHT-         -23.43  (meters)          (01/21/93) GPS OBS
 AV1002  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AV1002
 AV1002  HORZ ORDER  -  SECOND
 AV1002  ELLP ORDER  -  FOURTH    CLASS II
 AV1002
 AV1002.The horizontal coordinates were established by GPS observations
 AV1002.and adjusted by the National Geodetic Survey in January 1993..
 AV1002
 AV1002 ** The orthometric height has not been validated since last determined
 AV1002 ** by differential leveling and should not be used for control purposes.
 AV1002 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV1002 ** area with valid NAVD 88 orthometric heights.
 AV1002 ** The geoid height was determined by a new realization of GEOID03 for the
 AV1002 ** epoch indicated which incorporates improved geoid heights for the
 AV1002 ** Southern Louisiana Subsidence area.
 AV1002 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV1002
 AV1002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV1002
 AV1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV1002
 AV1002.The ellipsoidal height was determined by GPS observations
 AV1002.and is referenced to NAD 83.
 AV1002
 AV1002.The geoid height was determined by GEOID03.
 AV1002
 AV1002;                    North         East     Units Scale Factor Converg.
 AV1002;SPC LA S     -   154,627.847   893,618.059   MT  0.99992759   -0 33 02.7
 AV1002;SPC LA S     -   507,308.19  2,931,811.92   sFT  0.99992759   -0 33 02.7
 AV1002;UTM  15      - 3,306,773.616   554,574.227   MT  0.99963675   +0 16 54.0
 AV1002
 AV1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV1002!SPC LA S     -   1.00000368  x   0.99992759  =   0.99993127
 AV1002!UTM  15      -   1.00000368  x   0.99963675  =   0.99964043
 AV1002
 AV1002                          SUPERSEDED SURVEY CONTROL
 AV1002
 AV1002  NAD 83(1986)-  29 53 25.41566(N)    092 26 05.20235(W) AD(       ) 2
 AV1002  NGVD 29 (03/26/92)    3.2    (m)           10.     (f) GPS OBS        
 AV1002
 AV1002.Superseded values are not recommended for survey control.
 AV1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV1002.See file dsdata.txt to determine how the superseded data were derived.
 AV1002
 AV1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5457406774(NAD 83)
 AV1002_MARKER: A = ALUMINUM MARKER
 AV1002_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV1002_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AV1002_STAMPING: GODFREY GPS 1991
 AV1002_MARK LOGO: NOS   
 AV1002_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV1002+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AV1002
 AV1002  HISTORY     - Date     Condition        Report By
 AV1002  HISTORY     - 1991     MONUMENTED       NOS
 AV1002
 AV1002                          STATION DESCRIPTION
 AV1002
 AV1002'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AV1002'THE STATION IS LOCATED 18.51 KM (11.50 MI) SOUTHWEST OF KAPLAN ALONG
 AV1002'THE NORTH SHORELINE OF THE INTRACOASTAL WATERWAY AND 1.77 KM
 AV1002'(1.10 MI)  WEST OF THE INTERSECTION OF THE INTRACOASTAL WATERWAY AND
 AV1002'THE WARREN CANAL. THE PROPERTY IS OWNED BY AMOCO OIL COMPANY AND
 AV1002'LEASED BY MR. GODFREY TRANAN (318)643-7686.
 AV1002'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 14 AND HIGHWAY
 AV1002'35 IN KAPLAN GO WEST ON HWY 14 FOR 12.55 KM (7.80 MI) TO HWY 3093.
 AV1002'TURN LEFT, SOUTH ONTO HWY 3093 AND PROCEED FOR 8.85 KM (5.50 MI) TO A
 AV1002'GATE JUST SOUTH OF A ROAD TO THE WEST. CONTINUE THROUGH THE GATE FOR
 AV1002'4.51 KM (2.80 MI) TO THE END OF THE ROAD AT THE WATERWAY. TURN RIGHT
 AV1002'ONTO A CRUSHED STONE DRIVE AND CONTINUE ON WESTERLY ACROSS A NARROW
 AV1002'WOOD BRIDGE OVER THE WARREN CANAL. CONTINUE FOR 2.41 KM (1.50 MI) TO
 AV1002'THE STATION ON THE LEFT JUST BEFORE THE STONE DRIVE MAKES A NINETY
 AV1002'DEGREE BEND TO THE NORTH.
 AV1002'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---GODFREY GPS
 AV1002'1991--- WHICH IS ATTACHED TO A 42 INCH ALUMINUM ROD THAT IS DRIVEN
 AV1002'INTO THE GROUND AND SURROUNDED BY A MASS OF CONCRETE. IT IS 11.0 M
 AV1002'(36.09 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 10.5 M (34.45 FT)
 AV1002'WEST OF A WITNESS POST, 5.1 M (16.73 FT) NORTH OF THE NORTH BANK OF
 AV1002'THE INTRACOASTAL WATERWAY.
 AV1002'DESCRIBED BY RDC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2804 ***********************************************************************
 BH2804  DESIGNATION -  GOHEGAN
 BH2804  PID         -  BH2804
 BH2804  STATE/COUNTY-  LA/ST TAMMANY
 BH2804  USGS QUAD   -  NORTH SHORE (1994)
 BH2804
 BH2804                         *CURRENT SURVEY CONTROL
 BH2804  ___________________________________________________________________
 BH2804* NAD 83(1992)-  30 11 27.99498(N)    089 45 17.73995(W)     ADJUSTED  
 BH2804* NAVD 88     -         2.0  **(meters)       7.   **(feet)  VERTCON   
 BH2804  **This station is located in a subsidence area (see below).
 BH2804  ___________________________________________________________________
 BH2804  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BH2804  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BH2804
 BH2804  HORZ ORDER  -  SECOND
 BH2804
 BH2804.The horizontal coordinates were established by classical geodetic methods
 BH2804.and adjusted by the National Geodetic Survey in May 1994..
 BH2804
 BH2804 ** The orthometric height has not been validated since last determined
 BH2804 ** by differential leveling and should not be used for control purposes.
 BH2804 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2804 ** area with valid NAVD 88 orthometric heights.
 BH2804 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2804 ** epoch indicated which incorporates improved geoid heights for the
 BH2804 ** Southern Louisiana Subsidence area.
 BH2804 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2804
 BH2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2804
 BH2804.The geoid height was determined by GEOID03.
 BH2804
 BH2804;                    North         East     Units Scale Factor Converg.
 BH2804;SPC LA S     -   188,496.954 1,151,986.571   MT  0.99993123   +0 47 21.2
 BH2804;SPC LA S     -   618,427.09  3,779,475.94   sFT  0.99993123   +0 47 21.2
 BH2804;UTM  16      - 3,343,170.561   234,753.301   MT  1.00046809   -1 23 10.4
 BH2804
 BH2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2804!SPC LA S     -   1.00000387  x   0.99993123  =   0.99993510
 BH2804!UTM  16      -   1.00000387  x   1.00046809  =   1.00047196
 BH2804
 BH2804:                Primary Azimuth Mark                     Grid Az
 BH2804:SPC LA S     -  GOHEGAN AZ MK                            123 31 00.2
 BH2804:UTM  16      -  GOHEGAN AZ MK                            125 41 31.8
 BH2804
 BH2804|---------------------------------------------------------------------|
 BH2804| PID    Reference Object                     Distance      Geod. Az  |
 BH2804|                                                           dddmmss.s |
 BH2804| BH1536 GOHEGAN AZ MK                                      1241821.4 |
 BH2804| BH3190 GOHEGAN RM 2                         20.573 METERS 16454     |
 BH2804| BH2805 GOHEGAN RM 1                         10.588 METERS 28356     |
 BH2804|---------------------------------------------------------------------|
 BH2804
 BH2804                          SUPERSEDED SURVEY CONTROL
 BH2804
 BH2804  NAD 83(1992)-  30 11 27.99759(N)    089 45 17.73966(W) AD(       ) 2
 BH2804  NAD 83(1986)-  30 11 28.00890(N)    089 45 17.73626(W) AD(       ) 2
 BH2804  NAD 27      -  30 11 27.30466(N)    089 45 17.51535(W) AD(       ) 2
 BH2804  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 BH2804
 BH2804.Superseded values are not recommended for survey control.
 BH2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2804.See file dsdata.txt to determine how the superseded data were derived.
 BH2804
 BH2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3475343171(NAD 83)
 BH2804_MARKER: DD = SURVEY DISK
 BH2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2804+STABILITY: SURFACE MOTION
 BH2804
 BH2804  HISTORY     - Date     Condition        Report By
 BH2804  HISTORY     - 1972     MONUMENTED       LADH
 BH2804
 BH2804                          STATION DESCRIPTION
 BH2804
 BH2804'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BH2804'THE STATION IS LOCATED 5 MILES SOUTHEAST OF SLIDELL, 2 MILES
 BH2804'NORTHWEST OF RIGOLETS PASS, AND 15 MILES NORTHEAST OF NEW ORLEANS, IN
 BH2804'THE SOUTHWEST QUARTER OF SECTION 37, T10S, R14E.
 BH2804'
 BH2804'TO REACH THE STATION FROM THE NORTH END OF THE RIGOLETS BRIDGE ON
 BH2804'RIGOLETS PASS, DRIVE NORTH ON U. S. HIGHWAY 90 FOR 0.4 MILE TO THE
 BH2804'JUNCTION WITH STATE HIGHWAY 433 ON THE LEFT.  TURN LEFT AND GO
 BH2804'NORTHWEST ALONG STATE HIGHWAY 433 FOR 2 MILES TO THE ENTRANCE TO
 BH2804'THE TREASURE ISLES ESTATES ON THE LEFT.  THE STATION IS SET ON THE
 BH2804'LEFT AND SOUTH OF THE HIGHWAY NEAR THE EAST COLUMN TO THE GATE.
 BH2804'
 BH2804'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST ALONG
 BH2804'STATE HIGHWAY 433 FOR 0.6 MILE.  THE MARK IS SET ON THE LEFT AND
 BH2804'NORTHEAST OF THE HIGHWAY NEAR A FENCE AND A POWER POLE.
 BH2804'
 BH2804'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2804'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2804'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 12 INCHES.  THE
 BH2804'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BH2804'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BH2804'STAMPED GOHEGAN 1972.  THE MARK IS 42 FEET WEST OF THE CENTER OF
 BH2804'STATE HIGHWAY 433, 20 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 BH2804'LEADING TO THE TREASURE ISLES ESTATES, 4 FEET NORTHEAST OF A
 BH2804'POWER POLE, 2.5 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN,
 BH2804'AND 2 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK PIER.
 BH2804'
 BH2804'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2804'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2804'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 12 INCHES.  IT IS
 BH2804'STAMPED GOHEGAN R.M. 1 1972.  IT IS 33 FEET NORTHWEST OF A POWER
 BH2804'POLE, 14 FEET WEST OF THE CENTER OF A PRIVATE ROAD LEADING TO THE
 BH2804'TREASURE ISLES ESTATES, AND 1.5 FEET NORTH OF THE NORTHEAST
 BH2804'CORNER OF A BRICK PIER.
 BH2804'
 BH2804'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2804'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2804'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2804'STAMPED GOHEGAN R.M. 2 1972.  IT IS 65 FEET SOUTH OF A POWER POLE,
 BH2804'43 FEET WEST OF THE CENTER OF STATE HIGHWAY 433, AND 42 FEET EAST OF
 BH2804'THE CENTER OF A PRIVATE ROAD LEADING TO THE TREASURE ISLES ESTATES.
 BH2804'
 BH2804'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2804'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BH2804'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BH2804'STAMPED GOHEGAN AZ. MK. 1972.  IT IS 160 FEET NORTH-NORTHWEST OF A
 BH2804'POWER POLE, 33 FEET NORTH-NORTHEAST OF THE CENTER OF STATE
 BH2804'HIGHWAY 433, 3 FEET SOUTHEAST OF A FENCE, AND 2 FEET
 BH2804'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BH2804'
 BH2804'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3181 ***********************************************************************
 BH3181  DESIGNATION -  GOHEGAN RESET
 BH3181  PID         -  BH3181
 BH3181  STATE/COUNTY-  LA/ST TAMMANY
 BH3181  USGS QUAD   -  NORTH SHORE (1994)
 BH3181
 BH3181                         *CURRENT SURVEY CONTROL
 BH3181  ___________________________________________________________________
 BH3181* NAD 83(1992)-  30 11 27.99498(N)    089 45 17.73995(W)     ADJUSTED  
 BH3181* NAVD 88     -         2.0  **(meters)       7.   **(feet)  VERTCON   
 BH3181  **This station is located in a subsidence area (see below).
 BH3181  ___________________________________________________________________
 BH3181  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BH3181  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BH3181
 BH3181  HORZ ORDER  -  THIRD
 BH3181
 BH3181.The horizontal coordinates were established by classical geodetic methods
 BH3181.and adjusted by the National Geodetic Survey in May 1994..
 BH3181
 BH3181 ** The orthometric height has not been validated since last determined
 BH3181 ** by differential leveling and should not be used for control purposes.
 BH3181 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH3181 ** area with valid NAVD 88 orthometric heights.
 BH3181 ** The geoid height was determined by a new realization of GEOID03 for the
 BH3181 ** epoch indicated which incorporates improved geoid heights for the
 BH3181 ** Southern Louisiana Subsidence area.
 BH3181 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH3181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3181
 BH3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3181
 BH3181.The geoid height was determined by GEOID03.
 BH3181
 BH3181;                    North         East     Units Scale Factor Converg.
 BH3181;SPC LA S     -   188,496.954 1,151,986.571   MT  0.99993123   +0 47 21.2
 BH3181;SPC LA S     -   618,427.09  3,779,475.94   sFT  0.99993123   +0 47 21.2
 BH3181;UTM  16      - 3,343,170.561   234,753.301   MT  1.00046809   -1 23 10.4
 BH3181
 BH3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3181!SPC LA S     -   1.00000387  x   0.99993123  =   0.99993510
 BH3181!UTM  16      -   1.00000387  x   1.00046809  =   1.00047196
 BH3181
 BH3181:                Primary Azimuth Mark                     Grid Az
 BH3181:SPC LA S     -  SALT BAYOU                               000 18 24.7
 BH3181:UTM  16      -  SALT BAYOU                               002 28 56.3
 BH3181
 BH3181|---------------------------------------------------------------------|
 BH3181| PID    Reference Object                     Distance      Geod. Az  |
 BH3181|                                                           dddmmss.s |
 BH3181| BH1857 SALT BAYOU                          APPROX. 0.5 KM 0010545.9 |
 BH3181| BH3190 GOHEGAN RM 2                         20.573 METERS 16454     |
 BH3181| BH2805 GOHEGAN RM 1                         10.588 METERS 28356     |
 BH3181|---------------------------------------------------------------------|
 BH3181
 BH3181                          SUPERSEDED SURVEY CONTROL
 BH3181
 BH3181  NAD 83(1992)-  30 11 27.99759(N)    089 45 17.73966(W) AD(       ) 3
 BH3181  NGVD 29 (05/04/93)    2.0    (m)            7.     (f) VERT ANG       
 BH3181
 BH3181.Superseded values are not recommended for survey control.
 BH3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3181.See file dsdata.txt to determine how the superseded data were derived.
 BH3181
 BH3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3475343171(NAD 83)
 BH3181_MARKER: DD = SURVEY DISK
 BH3181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3181_SP_SET: CONCRETE POST
 BH3181_MARK LOGO: LADH  
 BH3181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3181+STABILITY: SURFACE MOTION
 BH3181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3181+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1986
 BH3181
 BH3181  HISTORY     - Date     Condition        Report By
 BH3181  HISTORY     - 1986     MONUMENTED       LADTD
 BH3181  HISTORY     - 19860624 GOOD             LADTD
 BH3181
 BH3181                          STATION DESCRIPTION
 BH3181
 BH3181'DESCRIBED BY LA TRANSP AND DEV 1986
 BH3181'THE SURFACE STATION MARK WAS FOUND DESTROYED.  THE UNDERGROUND STATION
 BH3181'MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 BH3181'AZIMUTH MARK WAS NOT RECOVERED AT THIS TIME.  THE TOP OF REFERENCE
 BH3181'MARK 1 HAD BEEN HIT AND WAS BUSTED UP AND IT WAS REINFORCED WITH
 BH3181'CEMENT AT THIS DATE.  A NEW SURFACE STATION MARK WAS SET OVER THE
 BH3181'UNDERGROUND MARK.  PBM SALT BAYOU 1957 WAS USED AS AZIMUTH MARK 2.  A
 BH3181'COMPLETE DESCRIPTION FOLLOWS.
 BH3181'THE STATION IS LOCATED ABOUT 24.0 KM (14.90 MI) NORTHEAST OF NEW
 BH3181'ORLEANS, 8.0 KM (4.95 MI) SOUTHEAST OF SLIDELL AND 3.2 KM (2.00 MI)
 BH3181'NORTHWEST OF RIGOLETS PASS, IN THE SOUTHWEST QUARTER OF SECTION 37, T
 BH3181'10 S, R 14 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH3181'DEVELOPMENT.
 BH3181'TO REACH THE STATION FROM THE NORTH END OF THE RIGOLETS BRIDGE ON
 BH3181'RIGOLETS PASS, GO NORTH FOR 0.6 KM (0.35 MI) ON U.S. HIGHWAY 90 TO THE
 BH3181'JUNCTION WITH STATE HIGHWAY 433.  TURN LEFT AND GO NORTHWEST FOR 3.2
 BH3181'KM (2.00 MI) ON HIGHWAY 433 TO THE STATION ON THE LEFT AT THE ENTRANCE
 BH3181'INTO TREASURE ISLES ESTATES OR TO REACH THE STATION FROM THE JUNCTION
 BH3181'OF HIGHWAY 433 AND INTERSTATE HIGHWAY 10 IN SLIDELL, GO EAST FOR 6.9
 BH3181'KM (4.30 MI)  ON HIGHWAY 433 TO THE MARK.
 BH3181'THE STATION IS 13.3 M (43.6 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BH3181'6.4 M (21.0 FT) EAST FROM THE CENTER OF A PRIVATE ROAD LEADINGINTO
 BH3181'TREASURE ISLES ESTATES, 1.2 M (3.9 FT) EAST FROM A METAL UTILITY LIGHT
 BH3181'POLE, 0.5 M (1.6 FT) SOUTHEAST FROM A METAL WITNESS POST WITH A SIGN
 BH3181'ATTACHED AND 0.5 M (1.6 FT) NORTH FROM A METAL WITNESS POST WITH A
 BH3181'SIGN ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BH3181'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3190 ***********************************************************************
 BH3190  DESIGNATION -  GOHEGAN RM 2
 BH3190  PID         -  BH3190
 BH3190  STATE/COUNTY-  LA/ST TAMMANY
 BH3190  USGS QUAD   -  NORTH SHORE (1994)
 BH3190
 BH3190                         *CURRENT SURVEY CONTROL
 BH3190  ___________________________________________________________________
 BH3190* NAD 83(1992)-  30 11 27.34998(N)    089 45 17.53950(W)     ADJUSTED  
 BH3190* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BH3190  **This station is located in a subsidence area (see below).
 BH3190  ___________________________________________________________________
 BH3190  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BH3190  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BH3190
 BH3190  HORZ ORDER  -  THIRD
 BH3190
 BH3190.The horizontal coordinates were established by classical geodetic methods
 BH3190.and adjusted by the National Geodetic Survey in May 1994..
 BH3190
 BH3190 ** The orthometric height has not been validated since last determined
 BH3190 ** by differential leveling and should not be used for control purposes.
 BH3190 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH3190 ** area with valid NAVD 88 orthometric heights.
 BH3190 ** The geoid height was determined by a new realization of GEOID03 for the
 BH3190 ** epoch indicated which incorporates improved geoid heights for the
 BH3190 ** Southern Louisiana Subsidence area.
 BH3190 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH3190.The orthometric height was scaled from a topographic map.
 BH3190
 BH3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3190
 BH3190.The geoid height was determined by GEOID03.
 BH3190
 BH3190;                    North         East     Units Scale Factor Converg.
 BH3190;SPC LA S     -   188,477.169 1,151,992.205   MT  0.99993122   +0 47 21.3
 BH3190;SPC LA S     -   618,362.18  3,779,494.43   sFT  0.99993122   +0 47 21.3
 BH3190;UTM  16      - 3,343,150.566   234,758.183   MT  1.00046805   -1 23 10.3
 BH3190
 BH3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3190!SPC LA S     -   1.00000387  x   0.99993122  =   0.99993509
 BH3190!UTM  16      -   1.00000387  x   1.00046805  =   1.00047192
 BH3190
 BH3190                          SUPERSEDED SURVEY CONTROL
 BH3190
 BH3190  NAD 83(1992)-  30 11 27.35240(N)    089 45 17.53914(W) AD(       ) 3
 BH3190
 BH3190.Superseded values are not recommended for survey control.
 BH3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3190.See file dsdata.txt to determine how the superseded data were derived.
 BH3190
 BH3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3475843151(NAD 83)
 BH3190_MARKER: DR = REFERENCE MARK DISK
 BH3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3190_SP_SET: CONCRETE POST
 BH3190_STAMPING: GOHEGAN RM 2 1972
 BH3190_MARK LOGO: LADH  
 BH3190_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3190+STABILITY: SURFACE MOTION
 BH3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3190+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1986
 BH3190
 BH3190  HISTORY     - Date     Condition        Report By
 BH3190  HISTORY     - 1972     MONUMENTED       LADH
 BH3190  HISTORY     - 19860624 GOOD             LADTD
 BH3190
 BH3190                          STATION DESCRIPTION
 BH3190
 BH3190'DESCRIBED BY LA TRANSP AND DEV 1986
 BH3190'THE STATION IS LOCATED ABOUT 24.0 KM (14.90 MI) NORTHEAST OF NEW
 BH3190'ORLEANS, 8.0 KM (4.95 MI) SOUTHEAST OF SLIDELL AND 3.2 KM (2.00 MI)
 BH3190'NORTHWEST OF RIGOLETS PASS, IN THE SOUTHWEST QUARTER OF SECTION 37, T
 BH3190'10 S, R 14 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH3190'DEVELOPMENT.
 BH3190'TO REACH THE STATION FROM THE NORTH END OF THE RIGOLETS BRIDGE ON
 BH3190'RIGOLETS PASS, GO NORTH FOR 0.6 KM (0.35 MI) ON U.S. HIGHWAY 90 TO THE
 BH3190'JUNCTION WITH STATE HIGHWAY 433.  TURN LEFT AND GO NORTHWEST FOR 3.2
 BH3190'KM (2.00 MI) ON HIGHWAY 433 TO THE STATION ON THE LEFT AT THE ENTRANCE
 BH3190'INTO THE TREASURE ISLES ESTATES OR TO REACH THE STATION FROM THE
 BH3190'JUNCTION OF HIGHWAY 433 AND INTERSTATE HIGHWAY 10 IN SLIDELL, GO EAST
 BH3190'FOR 6.9 KM (4.30 MI) ON HIGHWAY 433 TO THE MARK.
 BH3190'THE STATION IS 20.7 M (67.9 FT) SOUTHEAST FROM A METAL UTILITY LIGHT
 BH3190'POLE, 20.1 M (65.9 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AT
 BH3190'THE STATION MARK, 13.1 M (43.0 FT) WEST FROM THE CENTER OF THE HIGHWAY
 BH3190'AND 12.8 M (42.0 FT) EAST FROM THE CENTER OF A PRIVATE ROAD LEADING
 BH3190'INTO THE TREASURE ISLES ESTATES.  THE MARK IS RECESSED 13 CM BELOW THE
 BH3190'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2941 ***********************************************************************
 AU2941  DESIGNATION -  GOLDEN
 AU2941  PID         -  AU2941
 AU2941  STATE/COUNTY-  LA/LAFOURCHE
 AU2941  USGS QUAD   -  GOLDEN MEADOW FARMS (1994)
 AU2941
 AU2941                         *CURRENT SURVEY CONTROL
 AU2941  ___________________________________________________________________
 AU2941* NAD 83(1992)-  29 23 36.31903(N)    090 11 31.67916(W)     ADJUSTED  
 AU2941* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2941  **This station is located in a subsidence area (see below).
 AU2941  ___________________________________________________________________
 AU2941  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AU2941  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AU2941
 AU2941  HORZ ORDER  -  SECOND
 AU2941
 AU2941.The horizontal coordinates were established by classical geodetic methods
 AU2941.and adjusted by the National Geodetic Survey in January 1993..
 AU2941
 AU2941 ** The orthometric height has not been validated since last determined
 AU2941 ** by differential leveling and should not be used for control purposes.
 AU2941 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2941 ** area with valid NAVD 88 orthometric heights.
 AU2941 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2941 ** epoch indicated which incorporates improved geoid heights for the
 AU2941 ** Southern Louisiana Subsidence area.
 AU2941 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2941.The orthometric height was scaled from a topographic map.
 AU2941
 AU2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2941
 AU2941.The geoid height was determined by GEOID03.
 AU2941
 AU2941;                    North         East     Units Scale Factor Converg.
 AU2941;SPC LA S     -    99,584.170 1,110,769.747   MT  0.99998154   +0 34 14.2
 AU2941;SPC LA S     -   326,719.06  3,644,250.41   sFT  0.99998154   +0 34 14.2
 AU2941;UTM  15      - 3,254,853.524   772,500.947   MT  1.00051637   +1 22 44.3
 AU2941
 AU2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2941!SPC LA S     -   1.00000386  x   0.99998154  =   0.99998540
 AU2941!UTM  15      -   1.00000386  x   1.00051637  =   1.00052023
 AU2941
 AU2941|---------------------------------------------------------------------|
 AU2941| PID    Reference Object                     Distance      Geod. Az  |
 AU2941|                                                           dddmmss.s |
 AU2941| DD7137 GOLDEN RM 2                          11.886 METERS 17745     |
 AU2941| AU3007 GOLDEN MEADOW ICE CO STK            APPROX. 6.8 KM 2615800.3 |
 AU2941| AU3005 GOLDEN MEADOW CATH CH SPIRE         APPROX. 7.7 KM 2715558.0 |
 AU2941| DD7136 GOLDEN RM 1                          13.854 METERS 35749     |
 AU2941|---------------------------------------------------------------------|
 AU2941
 AU2941                          SUPERSEDED SURVEY CONTROL
 AU2941
 AU2941  NAD 83(1986)-  29 23 36.33473(N)    090 11 31.68769(W) AD(       ) 2
 AU2941  NAD 27      -  29 23 35.53200(N)    090 11 31.40800(W) AD(       ) 2
 AU2941
 AU2941.Superseded values are not recommended for survey control.
 AU2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2941.See file dsdata.txt to determine how the superseded data were derived.
 AU2941
 AU2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7250154854(NAD 83)
 AU2941_MARKER: DS = TRIANGULATION STATION DISK
 AU2941_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2941_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2941
 AU2941  HISTORY     - Date     Condition        Report By
 AU2941  HISTORY     - 1934     MONUMENTED       CGS
 AU2941  HISTORY     - 1952     GOOD             CGS
 AU2941
 AU2941                          STATION DESCRIPTION
 AU2941
 AU2941'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU2941'STATION IS ABOUT 5 MILES E OF GOLDEN MEADOW, ON THE SPOIL
 AU2941'BANK ON THE E SIDE OF THE GOLDEN MEADOW (YANKEE) CANAL, 94
 AU2941'METERS (310 FEET) S OF THE POINT WHERE THE CANAL MAKES A
 AU2941'SHARP TURN TO THE SOUTHWARD, 3 METERS (10 FEET) E OF THE
 AU2941'CANAL AND 8 METERS (26 FEET) FROM A TRAPPERS CABIN.
 AU2941'
 AU2941'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2941'IN THE TOP OF A TILE.
 AU2941'
 AU2941'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AU2941'MONUMENTS WHICH WERE CAST AROUND THE TOP OF LONG WOODEN
 AU2941'PILINGS DRIVEN INTO THE MARSH.
 AU2941'
 AU2941'REFERENCE MARK NO. 1 IS 3 METERS (10 FEET) E OF THE CANAL
 AU2941'AND 13.854 METERS (45.45 FEET) FROM THE STATION N 2 DEG 11 MIN W.
 AU2941'
 AU2941'REFERENCE MARK NO. 2 IS 3 METERS (10 FEET) E OF THE CANAL
 AU2941'AND 11.896 METERS (39.03 FEET) FROM THE STATION S 2 DEG 15 MIN E.
 AU2941
 AU2941                          STATION RECOVERY (1952)
 AU2941
 AU2941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2941'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  STATION
 AU2941'WAS LYING ON ITS SIDE IN 2 FT. OF WATER WHERE THE CANAL BANK
 AU2941'HAD ERODED.  REFERENCE MARK 2 COULD NOT BE FOUND, BUT IT IS
 AU2941'PROBABLY ALSO LOST THROUGH EROSION OF THE CANAL BANK.
 AU2941'
 AU2941'REFERENCE MARK 1 IS LOCATED 265 FT. S OF A SHARP TURN IN
 AU2941'THE CANAL, 72 FT. N OF THE NW CORNER OF A TRAPPERS CABIN,
 AU2941'2 FT. E OF THE E BANK OF THE CANAL, AND 5 FT. W OF A 4- BY
 AU2941'4-IN. WOODEN WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 AU2941'GOLDEN 1934 NO 1 AND SET IN THE TOP OF AN 8- BY 8-IN. CONCRETE
 AU2941'POST PROJECTING 8 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3005 ***********************************************************************
 AU3005  DESIGNATION -  GOLDEN MEADOW CATH CH SPIRE
 AU3005  PID         -  AU3005
 AU3005  STATE/COUNTY-  LA/LAFOURCHE
 AU3005  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU3005
 AU3005                         *CURRENT SURVEY CONTROL
 AU3005  ___________________________________________________________________
 AU3005* NAD 83(1992)-  29 23 44.71972(N)    090 16 18.85828(W)     ADJUSTED  
 AU3005* NAVD 88     -                                                        
 AU3005  **This station is located in a subsidence area (see below).
 AU3005  ___________________________________________________________________
 AU3005  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU3005  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AU3005
 AU3005  HORZ ORDER  -  THIRD
 AU3005
 AU3005.The horizontal coordinates were established by classical geodetic methods
 AU3005.and adjusted by the National Geodetic Survey in January 1993..
 AU3005
 AU3005 ** The orthometric height has not been validated since last determined
 AU3005 ** by differential leveling and should not be used for control purposes.
 AU3005 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3005 ** area with valid NAVD 88 orthometric heights.
 AU3005 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3005 ** epoch indicated which incorporates improved geoid heights for the
 AU3005 ** Southern Louisiana Subsidence area.
 AU3005 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3005
 AU3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3005
 AU3005.The geoid height was determined by GEOID03.
 AU3005
 AU3005;                    North         East     Units Scale Factor Converg.
 AU3005;SPC LA S     -    99,768.389 1,103,024.573   MT  0.99998111   +0 31 50.6
 AU3005;SPC LA S     -   327,323.46  3,618,839.79   sFT  0.99998111   +0 31 50.6
 AU3005;UTM  15      - 3,254,928.443   764,750.000   MT  1.00046498   +1 20 23.4
 AU3005
 AU3005                          SUPERSEDED SURVEY CONTROL
 AU3005
 AU3005  NAD 83(1986)-  29 23 44.73568(N)    090 16 18.87002(W) AD(       ) 4
 AU3005  NAD 27      -  29 23 43.92700(N)    090 16 18.58100(W) AD(       ) 3
 AU3005
 AU3005.Superseded values are not recommended for survey control.
 AU3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3005.See file dsdata.txt to determine how the superseded data were derived.
 AU3005
 AU3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6475054928(NAD 83)
 AU3005_MARKER: 91 = CHURCH CROSS
 AU3005
 AU3005  HISTORY     - Date     Condition        Report By
 AU3005  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3005  HISTORY     - 1952     GOOD             CGS
 AU3005
 AU3005                          STATION DESCRIPTION
 AU3005
 AU3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3005'THE STATION IS THE CENTER OF THE CROSS ON THE CATHOLIC CHURCH.
 AU3005'THE CHURCH IS KNOWN AS OUR LADY OF PERPETUAL SUCCOR CHURCH.
 AU3005
 AU3005                          STATION RECOVERY (1952)
 AU3005
 AU3005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3005'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE
 AU3005'EXCEPT THAT THE CHURCH IS KNOWN AS OUR LADY OF PROMPT SUCCOR
 AU3005'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3007 ***********************************************************************
 AU3007  DESIGNATION -  GOLDEN MEADOW ICE CO STK
 AU3007  PID         -  AU3007
 AU3007  STATE/COUNTY-  LA/LAFOURCHE
 AU3007  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU3007
 AU3007                         *CURRENT SURVEY CONTROL
 AU3007  ___________________________________________________________________
 AU3007* NAD 83(1992)-  29 23 05.54561(N)    090 15 40.12650(W)     ADJUSTED  
 AU3007* NAVD 88     -                                                        
 AU3007  **This station is located in a subsidence area (see below).
 AU3007  ___________________________________________________________________
 AU3007  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AU3007  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AU3007
 AU3007  HORZ ORDER  -  THIRD
 AU3007
 AU3007.The horizontal coordinates were established by classical geodetic methods
 AU3007.and adjusted by the National Geodetic Survey in January 1993..
 AU3007
 AU3007 ** The orthometric height has not been validated since last determined
 AU3007 ** by differential leveling and should not be used for control purposes.
 AU3007 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3007 ** area with valid NAVD 88 orthometric heights.
 AU3007 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3007 ** epoch indicated which incorporates improved geoid heights for the
 AU3007 ** Southern Louisiana Subsidence area.
 AU3007 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3007
 AU3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3007
 AU3007.The geoid height was determined by GEOID03.
 AU3007
 AU3007;                    North         East     Units Scale Factor Converg.
 AU3007;SPC LA S     -    98,572.034 1,104,080.104   MT  0.99998312   +0 32 10.0
 AU3007;SPC LA S     -   323,398.41  3,622,302.81   sFT  0.99998312   +0 32 10.0
 AU3007;UTM  15      - 3,253,746.533   765,822.836   MT  1.00047200   +1 20 40.8
 AU3007
 AU3007                          SUPERSEDED SURVEY CONTROL
 AU3007
 AU3007  NAD 83(1986)-  29 23 05.56187(N)    090 15 40.13487(W) AD(       ) 4
 AU3007  NAD 27      -  29 23 04.76500(N)    090 15 39.83300(W) AD(       ) 3
 AU3007
 AU3007.Superseded values are not recommended for survey control.
 AU3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3007.See file dsdata.txt to determine how the superseded data were derived.
 AU3007
 AU3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6582353747(NAD 83)
 AU3007_MARKER: 63 = STACK
 AU3007
 AU3007  HISTORY     - Date     Condition        Report By
 AU3007  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3007  HISTORY     - 1952     GOOD             CGS
 AU3007
 AU3007                          STATION DESCRIPTION
 AU3007
 AU3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3007'STATION IS THE CENTER OF THE TOP OF THE BLACK STEEL STACK OF
 AU3007'THE GOLDEN MEADOW ICE COMPANY.
 AU3007
 AU3007                          STATION RECOVERY (1952)
 AU3007
 AU3007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3007'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AU3007'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3006 ***********************************************************************
 AU3006  DESIGNATION -  GOLDEN MEADOW SCHOOL CHIM
 AU3006  PID         -  AU3006
 AU3006  STATE/COUNTY-  LA/LAFOURCHE
 AU3006  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU3006
 AU3006                         *CURRENT SURVEY CONTROL
 AU3006  ___________________________________________________________________
 AU3006* NAD 83(1992)-  29 23 18.87230(N)    090 15 54.22922(W)     ADJUSTED  
 AU3006* NAVD 88     -                                                        
 AU3006  **This station is located in a subsidence area (see below).
 AU3006  ___________________________________________________________________
 AU3006  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AU3006  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AU3006
 AU3006  HORZ ORDER  -  THIRD
 AU3006
 AU3006.The horizontal coordinates were established by classical geodetic methods
 AU3006.and adjusted by the National Geodetic Survey in January 1993..
 AU3006
 AU3006 ** The orthometric height has not been validated since last determined
 AU3006 ** by differential leveling and should not be used for control purposes.
 AU3006 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3006 ** area with valid NAVD 88 orthometric heights.
 AU3006 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3006 ** epoch indicated which incorporates improved geoid heights for the
 AU3006 ** Southern Louisiana Subsidence area.
 AU3006 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3006
 AU3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3006
 AU3006.The geoid height was determined by GEOID03.
 AU3006
 AU3006;                    North         East     Units Scale Factor Converg.
 AU3006;SPC LA S     -    98,978.780 1,103,696.015   MT  0.99998243   +0 32 02.9
 AU3006;SPC LA S     -   324,732.88  3,621,042.68   sFT  0.99998243   +0 32 02.9
 AU3006;UTM  15      - 3,254,148.013   765,432.854   MT  1.00046945   +1 20 34.4
 AU3006
 AU3006                          SUPERSEDED SURVEY CONTROL
 AU3006
 AU3006  NAD 83(1986)-  29 23 18.88890(N)    090 15 54.24124(W) AD(       ) 4
 AU3006  NAD 27      -  29 23 18.09000(N)    090 15 53.96000(W) AD(       ) 3
 AU3006
 AU3006.Superseded values are not recommended for survey control.
 AU3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3006.See file dsdata.txt to determine how the superseded data were derived.
 AU3006
 AU3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6543354148(NAD 83)
 AU3006_MARKER: 85 = CHIMNEY
 AU3006
 AU3006  HISTORY     - Date     Condition        Report By
 AU3006  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3006  HISTORY     - 1952     GOOD             CGS
 AU3006
 AU3006                          STATION DESCRIPTION
 AU3006
 AU3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3006'THE STATION IS THE CENTER OF THE TOP OF THE LOW CHIMNEY ATOP
 AU3006'THE ROOF OF THE GRADE SCHOOL ON THE W SIDE OF THE ROAD AT
 AU3006'GOLDEN MEADOW.  THE CHIMNEY IS IN THE CENTER OF THE BACK OF
 AU3006'THE STRUCTURE.
 AU3006
 AU3006                          STATION RECOVERY (1952)
 AU3006
 AU3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3006'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 AU3006'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2853 ***********************************************************************
 AU2853  DESIGNATION -  GOLDEN VALLEY RANCH TALL STACK
 AU2853  PID         -  AU2853
 AU2853  STATE/COUNTY-  LA/LAFOURCHE
 AU2853  USGS QUAD   -  GHEENS (1979)
 AU2853
 AU2853                         *CURRENT SURVEY CONTROL
 AU2853  ___________________________________________________________________
 AU2853* NAD 83(1992)-  29 40 40.06384(N)    090 27 47.39464(W)     ADJUSTED  
 AU2853* NAVD 88     -                                                        
 AU2853  **This station is located in a subsidence area (see below).
 AU2853  ___________________________________________________________________
 AU2853  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU2853  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AU2853
 AU2853  HORZ ORDER  -  THIRD
 AU2853
 AU2853.The horizontal coordinates were established by classical geodetic methods
 AU2853.and adjusted by the National Geodetic Survey in January 1993..
 AU2853
 AU2853 ** The orthometric height has not been validated since last determined
 AU2853 ** by differential leveling and should not be used for control purposes.
 AU2853 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2853 ** area with valid NAVD 88 orthometric heights.
 AU2853 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2853 ** epoch indicated which incorporates improved geoid heights for the
 AU2853 ** Southern Louisiana Subsidence area.
 AU2853 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2853
 AU2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2853
 AU2853.The geoid height was determined by GEOID03.
 AU2853
 AU2853;                    North         East     Units Scale Factor Converg.
 AU2853;SPC LA S     -   130,872.386 1,084,223.450   MT  0.99994154   +0 26 06.3
 AU2853;SPC LA S     -   429,370.49  3,557,156.44   sFT  0.99994154   +0 26 06.3
 AU2853;UTM  15      - 3,285,775.404   745,499.550   MT  1.00034371   +1 15 24.0
 AU2853
 AU2853                          SUPERSEDED SURVEY CONTROL
 AU2853
 AU2853  NAD 83(1986)-  29 40 40.08146(N)    090 27 47.39775(W) AD(       ) 4
 AU2853  NAD 27      -  29 40 39.31529(N)    090 27 47.09417(W) AD(       ) 3
 AU2853
 AU2853.Superseded values are not recommended for survey control.
 AU2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2853.See file dsdata.txt to determine how the superseded data were derived.
 AU2853
 AU2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4550085775(NAD 83)
 AU2853_MARKER: 63 = STACK
 AU2853
 AU2853  HISTORY     - Date     Condition        Report By
 AU2853  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2853
 AU2853                          STATION DESCRIPTION
 AU2853
 AU2853'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2782 ***********************************************************************
 BX2782  DESIGNATION -  GOLDONNA LOOKOUT TOWER
 BX2782  PID         -  BX2782
 BX2782  STATE/COUNTY-  LA/NATCHITOCHES
 BX2782  USGS QUAD   -  COUP POINT (1983)
 BX2782
 BX2782                         *CURRENT SURVEY CONTROL
 BX2782  ___________________________________________________________________
 BX2782* NAD 83(1992)-  31 59 54.78759(N)    092 57 08.77156(W)     ADJUSTED  
 BX2782* NAVD 88     -                                                        
 BX2782  ___________________________________________________________________
 BX2782  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BX2782  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX2782
 BX2782  HORZ ORDER  -  THIRD
 BX2782
 BX2782.The horizontal coordinates were established by classical geodetic methods
 BX2782.and adjusted by the National Geodetic Survey in January 1993..
 BX2782
 BX2782
 BX2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2782
 BX2782.The geoid height was determined by GEOID03.
 BX2782
 BX2782;                    North         East     Units Scale Factor Converg.
 BX2782;SPC LA N     -   166,241.123   957,250.905   MT  0.99991573   -0 14 21.1
 BX2782;SPC LA N     -   545,409.42  3,140,580.68   sFT  0.99991573   -0 14 21.1
 BX2782;UTM  15      - 3,540,276.194   504,492.693   MT  0.99960025   +0 01 30.7
 BX2782
 BX2782                          SUPERSEDED SURVEY CONTROL
 BX2782
 BX2782  NAD 83(1986)-  31 59 54.80204(N)    092 57 08.76307(W) AD(       ) 4
 BX2782  NAD 27      -  31 59 54.22618(N)    092 57 08.19466(W) AD(       ) 3
 BX2782
 BX2782.Superseded values are not recommended for survey control.
 BX2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2782.See file dsdata.txt to determine how the superseded data were derived.
 BX2782
 BX2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR0449340276(NAD 83)
 BX2782_MARKER: 57 = LOOKOUT TOWER
 BX2782
 BX2782  HISTORY     - Date     Condition        Report By
 BX2782  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2782  HISTORY     - 20010922 GOOD             USPSQD
 BX2782
 BX2782                          STATION DESCRIPTION
 BX2782
 BX2782'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4495 ***********************************************************************
 BJ4495  DESIGNATION -  GONZALES
 BJ4495  PID         -  BJ4495
 BJ4495  STATE/COUNTY-  LA/ASCENSION
 BJ4495  USGS QUAD   -  GONZALES (1991)
 BJ4495
 BJ4495                         *CURRENT SURVEY CONTROL
 BJ4495  ___________________________________________________________________
 BJ4495* NAD 83(1992)-  30 14 34.93472(N)    090 55 14.53971(W)     ADJUSTED  
 BJ4495* NAVD 88     -         3.4  **(meters)      11.   **(feet)  VERTCON   
 BJ4495  **This station is located in a subsidence area (see below).
 BJ4495  ___________________________________________________________________
 BJ4495  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4495  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BJ4495
 BJ4495  HORZ ORDER  -  SECOND
 BJ4495
 BJ4495.The horizontal coordinates were established by classical geodetic methods
 BJ4495.and adjusted by the National Geodetic Survey in January 1993..
 BJ4495
 BJ4495 ** The orthometric height has not been validated since last determined
 BJ4495 ** by differential leveling and should not be used for control purposes.
 BJ4495 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4495 ** area with valid NAVD 88 orthometric heights.
 BJ4495 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4495 ** epoch indicated which incorporates improved geoid heights for the
 BJ4495 ** Southern Louisiana Subsidence area.
 BJ4495 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4495.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4495
 BJ4495.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4495
 BJ4495.The geoid height was determined by GEOID03.
 BJ4495
 BJ4495;                    North         East     Units Scale Factor Converg.
 BJ4495;SPC LA S     -   193,277.784 1,039,712.876   MT  0.99993464   +0 12 22.7
 BJ4495;SPC LA S     -   634,112.20  3,411,124.66   sFT  0.99993464   +0 12 22.7
 BJ4495;UTM  15      - 3,347,545.394   700,074.476   MT  1.00009387   +1 02 51.4
 BJ4495
 BJ4495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4495!SPC LA S     -   1.00000368  x   0.99993464  =   0.99993832
 BJ4495!UTM  15      -   1.00000368  x   1.00009387  =   1.00009755
 BJ4495
 BJ4495|---------------------------------------------------------------------|
 BJ4495| PID    Reference Object                     Distance      Geod. Az  |
 BJ4495|                                                           dddmmss.s |
 BJ4495| CW1407 GONZALES RM 1                        16.655 METERS 00450     |
 BJ4495| CW1408 GONZALES RM 2                        19.830 METERS 10139     |
 BJ4495| CW1406 GONZALES AZ MK                                     1405752.2 |
 BJ4495| BJ4494 GONZALES LDH 1973 A PT               11.284 METERS 17605     |
 BJ4495| BJ4496 GONZALES N MUN TANK                 APPROX. 1.0 KM 1942815.7 |
 BJ4495|---------------------------------------------------------------------|
 BJ4495
 BJ4495                          SUPERSEDED SURVEY CONTROL
 BJ4495
 BJ4495  NAD 83(1986)-  30 14 34.95160(N)    090 55 14.53934(W) AD(       ) 2
 BJ4495  NAD 27      -  30 14 34.24712(N)    090 55 14.18352(W) AD(       ) 2
 BJ4495  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 BJ4495
 BJ4495.Superseded values are not recommended for survey control.
 BJ4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4495.See file dsdata.txt to determine how the superseded data were derived.
 BJ4495
 BJ4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0007447545(NAD 83)
 BJ4495_MARKER: DD = SURVEY DISK
 BJ4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4495
 BJ4495  HISTORY     - Date     Condition        Report By
 BJ4495  HISTORY     - 1973     MONUMENTED       LADH
 BJ4495  HISTORY     - 20060517 MARK NOT FOUND   NGS
 BJ4495
 BJ4495                          STATION DESCRIPTION
 BJ4495
 BJ4495'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ4495'THE STATION IS LOCATED 6 MILES NORTHWEST OF SORRENTO, 6 MILES
 BJ4495'SOUTHEAST OF PRAIRIEVILLE AND 10 MILES NORTH-NORTHEAST OF
 BJ4495'DONALDSONVILLE IN THE SOUTHWEST 1/4 OF SECTION 21, T9S, R3E, AND ON
 BJ4495'THE PROPERTY OWNED BY THE LOUISIANA AND ARKANSAS RAILROAD.
 BJ4495'
 BJ4495'TO REACH THE STATION FROM THE INTERSECTION AT U.S. HIGHWAY 61 AND
 BJ4495'STATE HIGHWAY 44 IN GONZALES, DRIVE SOUTH ALONG STATE HIGHWAY 44 FOR
 BJ4495'0.2 MILE TO A RAILROAD CROSSING AND THE STATION WHICH IS SET EAST
 BJ4495'OF THE HIGHWAY AND SOUTHWEST OF THE TRACK NEAR A CROSSING SIGNAL.
 BJ4495'
 BJ4495'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 BJ4495'HIGHWAY 44 FOR 0.2 MILE TO U.S. HIGHWAY 61, TURN RIGHT ON U.S.
 BJ4495'HIGHWAY 61 AND GO SOUTHEAST FOR 0.45 MILE TO A BLACKTOP ROAD ON THE
 BJ4495'RIGHT (NEW RIVER ROAD), TURN RIGHT ON NEW RIVER ROAD AND GO WEST
 BJ4495'FOR 0.15 MILE TO A RAILROAD CROSSING AND THE MARK WHICH IS SET
 BJ4495'SOUTH OF THE ROAD AND EAST OF THE TRACKS.
 BJ4495'
 BJ4495'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4495'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4495'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4495'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4495'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4495'STAMPED GONZALES 1973.  THE MARK IS 25 FEET SOUTHEAST OF THE CENTER
 BJ4495'OF STATE HIGHWAY 44, 25 FEET NORTH OF A RAILROAD SWITCH CONTROL
 BJ4495'BOX, 10 FEET WEST OF THE WEST RAIL ON THE MAIN LINE OF THE
 BJ4495'RAILROAD, 4 FEET SOUTHEAST OF A RAILROAD CROSSING LIGHT, AND
 BJ4495'2 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BJ4495'
 BJ4495'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4495'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4495'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4495'STAMPED GONZALES R. M. 1 1973.  IT IS 46 FEET NORTHEAST OF A 12
 BJ4495'INCH PINE TREE, 44 FEET SOUTHWEST OF A POWER POLE, 44 FEET
 BJ4495'SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT, 25 FEET
 BJ4495'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 44, AND 8.5 FEET EAST OF
 BJ4495'THE EAST RAIL ON A SPUR OF THE RAILROAD.
 BJ4495'
 BJ4495'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4495'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4495'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4495'STAMPED GONZALES R.M. 2 1973.  IT IS 61 FEET SOUTHWEST OF A 13
 BJ4495'INCH PINE TREE, 54 FEET NORTHWEST OF A 14 INCH PINE TREE, 39 FEET
 BJ4495'WEST OF A 12 INCH PINE TREE, 13 FEET EAST OF THE EAST RAIL ON A SPUR
 BJ4495'OF THE RAILROAD.
 BJ4495'
 BJ4495'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4495'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4495'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4495'STAMPED GONZALES AZ. MK. 1973.  IT IS 40 FEET WEST OF A POWER
 BJ4495'POLE, 38 FEET SOUTH OF THE CENTER OF THE NEW RIVER ROAD, 7 FEET
 BJ4495'EAST OF THE EAST RAIL ON THE MAIN LINE OF THE RAILROAD, 3.5 FEET
 BJ4495'NORTHWEST OF A CONCRETE CROSSING WARNING, AND 2.5 FEET WEST OF A
 BJ4495'METAL WITNESS POST AND SIGN.
 BJ4495'
 BJ4495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4495
 BJ4495                          STATION RECOVERY (2006)
 BJ4495
 BJ4495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4495'NOT RECOVERED.  AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4492 ***********************************************************************
 BJ4492  DESIGNATION -  GONZALES MUN TANK
 BJ4492  PID         -  BJ4492
 BJ4492  STATE/COUNTY-  LA/ASCENSION
 BJ4492  USGS QUAD   -  GONZALES (1991)
 BJ4492
 BJ4492                         *CURRENT SURVEY CONTROL
 BJ4492  ___________________________________________________________________
 BJ4492* NAD 83(1992)-  30 13 55.06352(N)    090 55 05.19355(W)     ADJUSTED  
 BJ4492* NAVD 88     -                                                        
 BJ4492  **This station is located in a subsidence area (see below).
 BJ4492  ___________________________________________________________________
 BJ4492  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4492  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ4492
 BJ4492  HORZ ORDER  -  THIRD
 BJ4492
 BJ4492.The horizontal coordinates were established by classical geodetic methods
 BJ4492.and adjusted by the National Geodetic Survey in January 1993..
 BJ4492
 BJ4492 ** The orthometric height has not been validated since last determined
 BJ4492 ** by differential leveling and should not be used for control purposes.
 BJ4492 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4492 ** area with valid NAVD 88 orthometric heights.
 BJ4492 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4492 ** epoch indicated which incorporates improved geoid heights for the
 BJ4492 ** Southern Louisiana Subsidence area.
 BJ4492 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4492
 BJ4492.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4492
 BJ4492.The geoid height was determined by GEOID03.
 BJ4492
 BJ4492;                    North         East     Units Scale Factor Converg.
 BJ4492;SPC LA S     -   192,051.003 1,039,967.187   MT  0.99993385   +0 12 27.4
 BJ4492;SPC LA S     -   630,087.33  3,411,959.01   sFT  0.99993385   +0 12 27.4
 BJ4492;UTM  15      - 3,346,322.283   700,346.813   MT  1.00009522   +1 02 54.9
 BJ4492
 BJ4492                          SUPERSEDED SURVEY CONTROL
 BJ4492
 BJ4492  NAD 83(1986)-  30 13 55.08058(N)    090 55 05.19335(W) AD(       ) 4
 BJ4492  NAD 27      -  30 13 54.37422(N)    090 55 04.83831(W) AD(       ) 3
 BJ4492
 BJ4492.Superseded values are not recommended for survey control.
 BJ4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4492.See file dsdata.txt to determine how the superseded data were derived.
 BJ4492
 BJ4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0034746322(NAD 83)
 BJ4492_MARKER: 53 = ELEVATED TANK
 BJ4492
 BJ4492  HISTORY     - Date     Condition        Report By
 BJ4492  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4492
 BJ4492                          STATION DESCRIPTION
 BJ4492
 BJ4492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4492'THE POINT INTERSECTED IS THE FINIAL KNOB ATOP THE GONZALES, MUNICIPAL
 BJ4492'WATER TANK, LOCATED IN THE 300 BLOCK OF E. CITY PARK STREET IN
 BJ4492'GONZALES.  IT IS A SPHERICAL SHAPED TANK SUPPORTED BY 4 TUBULAR
 BJ4492'STEEL LEGS, 125 FEET IN HEIGHT, SILVER IN COLOR AND HAS GONZALES
 BJ4492'PAINTED IN BLACK LETTERS ON TWO SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4496 ***********************************************************************
 BJ4496  DESIGNATION -  GONZALES N MUN TANK
 BJ4496  PID         -  BJ4496
 BJ4496  STATE/COUNTY-  LA/ASCENSION
 BJ4496  USGS QUAD   -  GONZALES (1991)
 BJ4496
 BJ4496                         *CURRENT SURVEY CONTROL
 BJ4496  ___________________________________________________________________
 BJ4496* NAD 83(1992)-  30 14 03.07262(N)    090 55 24.00958(W)     ADJUSTED  
 BJ4496* NAVD 88     -                                                        
 BJ4496  **This station is located in a subsidence area (see below).
 BJ4496  ___________________________________________________________________
 BJ4496  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4496  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ4496
 BJ4496  HORZ ORDER  -  THIRD
 BJ4496
 BJ4496.The horizontal coordinates were established by classical geodetic methods
 BJ4496.and adjusted by the National Geodetic Survey in January 1993..
 BJ4496
 BJ4496 ** The orthometric height has not been validated since last determined
 BJ4496 ** by differential leveling and should not be used for control purposes.
 BJ4496 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4496 ** area with valid NAVD 88 orthometric heights.
 BJ4496 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4496 ** epoch indicated which incorporates improved geoid heights for the
 BJ4496 ** Southern Louisiana Subsidence area.
 BJ4496 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4496
 BJ4496.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4496
 BJ4496.The geoid height was determined by GEOID03.
 BJ4496
 BJ4496;                    North         East     Units Scale Factor Converg.
 BJ4496;SPC LA S     -   192,295.802 1,039,463.216   MT  0.99993400   +0 12 18.0
 BJ4496;SPC LA S     -   630,890.48  3,410,305.57   sFT  0.99993400   +0 12 18.0
 BJ4496;UTM  15      - 3,346,559.696   699,839.222   MT  1.00009271   +1 02 45.7
 BJ4496
 BJ4496                          SUPERSEDED SURVEY CONTROL
 BJ4496
 BJ4496  NAD 83(1986)-  30 14 03.08963(N)    090 55 24.00930(W) AD(       ) 4
 BJ4496  NAD 27      -  30 14 02.38392(N)    090 55 23.65330(W) AD(       ) 3
 BJ4496
 BJ4496.Superseded values are not recommended for survey control.
 BJ4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4496.See file dsdata.txt to determine how the superseded data were derived.
 BJ4496
 BJ4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9983946560(NAD 83)
 BJ4496_MARKER: 53 = ELEVATED TANK
 BJ4496
 BJ4496  HISTORY     - Date     Condition        Report By
 BJ4496  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4496
 BJ4496                          STATION DESCRIPTION
 BJ4496
 BJ4496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4496'THE POINT INTERSECTED IS THE FINIAL KNOB ATOP THE GONZALES, NORTH
 BJ4496'MUNICIPAL WATER TANK, LOCATED AT THE INTERSECTION OF E. CITY PARK
 BJ4496'STREET AND S. BALLION AVENUE IN GONZALES.  IT IS A LARGE OVAL
 BJ4496'SHAPED TANK SUPPORTED BY SEVERAL TUBULAR STEEL LEGS, 125 FEET IN
 BJ4496'HEIGHT AND BLUE IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3265 ***********************************************************************
 BJ3265  DESIGNATION -  GOOD RESET
 BJ3265  PID         -  BJ3265
 BJ3265  STATE/COUNTY-  LA/ST TAMMANY
 BJ3265  USGS QUAD   -  MADISONVILLE (1979)
 BJ3265
 BJ3265                         *CURRENT SURVEY CONTROL
 BJ3265  ___________________________________________________________________
 BJ3265* NAD 83(1992)-  30 29 44.77869(N)    090 11 55.49859(W)     ADJUSTED  
 BJ3265* NAVD 88     -        10.034  (meters)      32.92   (feet)  ADJUSTED  
 BJ3265  ___________________________________________________________________
 BJ3265  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BJ3265  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3265  DYNAMIC HT  -          10.021 (meters)      32.88  (feet)  COMP
 BJ3265  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 BJ3265
 BJ3265  HORZ ORDER  -  SECOND
 BJ3265  VERT ORDER  -  SECOND    CLASS I
 BJ3265
 BJ3265.The horizontal coordinates were established by classical geodetic methods
 BJ3265.and adjusted by the National Geodetic Survey in January 1993..
 BJ3265
 BJ3265.The orthometric height was determined by differential leveling
 BJ3265.and adjusted by the National Geodetic Survey in February 1994..
 BJ3265
 BJ3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3265
 BJ3265.The geoid height was determined by GEOID03.
 BJ3265
 BJ3265.The dynamic height is computed by dividing the NAVD 88
 BJ3265.geopotential number by the normal gravity value computed on the
 BJ3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3265.degrees latitude (g = 980.6199 gals.).
 BJ3265
 BJ3265.The modeled gravity was interpolated from observed gravity values.
 BJ3265
 BJ3265;                    North         East     Units Scale Factor Converg.
 BJ3265;SPC LA S     -   221,761.832 1,108,917.713   MT  0.99996293   +0 34 02.3
 BJ3265;SPC LA S     -   727,563.61  3,638,174.20   sFT  0.99996293   +0 34 02.3
 BJ3265;UTM  15      - 3,377,060.143   768,873.416   MT  1.00049194   +1 25 20.7
 BJ3265
 BJ3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3265!SPC LA S     -   1.00000266  x   0.99996293  =   0.99996559
 BJ3265!UTM  15      -   1.00000266  x   1.00049194  =   1.00049460
 BJ3265
 BJ3265|---------------------------------------------------------------------|
 BJ3265| PID    Reference Object                     Distance      Geod. Az  |
 BJ3265|                                                           dddmmss.s |
 BJ3265| BJ3264 GOOD RM 3 LADH                      137.311 METERS 08317     |
 BJ3265| CW1409 GOOD AZ MK                                         0940301.1 |
 BJ3265| BJ3267 GOOD RM 1                            17.490 METERS 15943     |
 BJ3265| BJ3266 GOOD RM 2                            21.893 METERS 22717     |
 BJ3265| CV9671 L 49                                               2752403.8 |
 BJ3265|---------------------------------------------------------------------|
 BJ3265
 BJ3265                          SUPERSEDED SURVEY CONTROL
 BJ3265
 BJ3265  NAD 83(1986)-  30 29 44.79208(N)    090 11 55.49672(W) AD(       ) 2
 BJ3265  NAD 27      -  30 29 44.10200(N)    090 11 55.20537(W) AD(       ) 2
 BJ3265
 BJ3265.Superseded values are not recommended for survey control.
 BJ3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3265.See file dsdata.txt to determine how the superseded data were derived.
 BJ3265
 BJ3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6887377060(NAD 83)
 BJ3265_MARKER: DS = TRIANGULATION STATION DISK
 BJ3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3265_SP_SET: CONCRETE POST
 BJ3265_STAMPING: GOOD 1971 1979
 BJ3265_MARK LOGO: LADH  
 BJ3265_PROJECTION: FLUSH
 BJ3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3265+STABILITY: SURFACE MOTION
 BJ3265
 BJ3265  HISTORY     - Date     Condition        Report By
 BJ3265  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3265  HISTORY     - 1982     GOOD             LADTD
 BJ3265
 BJ3265                          STATION DESCRIPTION
 BJ3265
 BJ3265'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3265'THE STATION WAS VISITED IN JULY 1979.  THE STATION MARK WAS FOUND WITH
 BJ3265'THE SURFACE MARK DESTROYED.  THE SUB-SURFACE MARK WAS RECOVERED AND A
 BJ3265'NEW SURFACE MARK WAS SET.  IT IS FLUSH WITH THE GROUND AND IS
 BJ3265'STAMPED---GOOD 1971 1979---.
 BJ3265'
 BJ3265'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE
 BJ3265'DIRECTION BETWEEN RM 1 AND 2 CHECKED THE PREVIOUS DATA.  THE DISTANCES
 BJ3265'TO RM 1 AND RM 2 DIFFERED FROM THE PREVIOUS DATA.  THE DISTANCE TO
 BJ3265'RM 1 WAS LONGER BY 0.14 FEET AND TO RM 2 WAS SHORTER BY 0.03 FEET.
 BJ3265'BOTH AZIMUTH MARKS WERE FOUND DESTROYED.  GOOD RM 3 WAS ESTABLISHED AS
 BJ3265'AN AZIMUTH MARK AND A DESCRIPTION FOLLOWS.
 BJ3265'
 BJ3265'REFERENCE MARK NO.  3 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3265'(NOW LADTD) DISK STAMPED---GOOD 1971 RM 3 1979--- SET INTO THE TOP
 BJ3265'OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 BJ3265'LOCATED 21.3 METERS NNW FROM THE WESTEND OF A METAL CULVERT UNDER
 BJ3265'HIGHWAY 1077., 8.4 METERS SSW FROM THE CENTER OF HIGHWAY 1077., 7.0
 BJ3265'METERS E FROM A 32-INCH WATER OAK TREE., AND 0.6 METERS SSE FROM A
 BJ3265'METAL WITNESS POST AND SIGN.
 BJ3265
 BJ3265                          STATION RECOVERY (1982)
 BJ3265
 BJ3265'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3265'10.3 KM (6.4 MI) WNW FROM COVINGTON.
 BJ3265'FROM THE JUNCTION OF LA 1077 AND US 190 WEST OF COVINGTON, GO SOUTH
 BJ3265'ALONG LA 1077 0.7 KM (0.45 MILES) TO JUNCTION OF LA 1077 AND MCDONALD
 BJ3265'ROAD, THEN GO WEST ALONG MCDONALD ROAD 0.14 KM (0.09 MILES) TO THE
 BJ3265'MARKER ON THE RIGHT, 23.8 METERS (78 FEET) NORTH OF THE CENTER OF
 BJ3265'MCDONALD ROAD, MARKER IS ON THE SOUTH SHOULDER OF THE ABANDONED GCC
 BJ3265'RAILROAD, (TWO WITNESS POSTS) 1.1 METERS (3.5 FT) NORTH, AND 2.1
 BJ3265'METERS (7 FT) EAST.
 BJ3265'THE MARK IS 1.07 METERS  N FROM A WITNESS POST.
 BJ3265'THE MARK IS ABOVE LEVEL WITH OLD RAILROAD BED..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3267 ***********************************************************************
 BJ3267  DESIGNATION -  GOOD RM 1
 BJ3267  PID         -  BJ3267
 BJ3267  STATE/COUNTY-  LA/ST TAMMANY
 BJ3267  USGS QUAD   -  MADISONVILLE (1979)
 BJ3267
 BJ3267                         *CURRENT SURVEY CONTROL
 BJ3267  ___________________________________________________________________
 BJ3267* NAD 83(1992)-  30 29 44.24595(N)    090 11 55.27121(W)     ADJUSTED  
 BJ3267* NAVD 88     -         9.565  (meters)      31.38   (feet)  ADJUSTED  
 BJ3267  ___________________________________________________________________
 BJ3267  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BJ3267  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3267  DYNAMIC HT  -           9.552 (meters)      31.34  (feet)  COMP
 BJ3267  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 BJ3267
 BJ3267  HORZ ORDER  -  SECOND
 BJ3267  VERT ORDER  -  SECOND    CLASS I
 BJ3267
 BJ3267.The horizontal coordinates were established by classical geodetic methods
 BJ3267.and adjusted by the National Geodetic Survey in January 1993..
 BJ3267.No horizontal observational check was made to the station.
 BJ3267
 BJ3267.The orthometric height was determined by differential leveling
 BJ3267.and adjusted by the National Geodetic Survey in February 1994..
 BJ3267
 BJ3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3267
 BJ3267.The geoid height was determined by GEOID03.
 BJ3267
 BJ3267.The dynamic height is computed by dividing the NAVD 88
 BJ3267.geopotential number by the normal gravity value computed on the
 BJ3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3267.degrees latitude (g = 980.6199 gals.).
 BJ3267
 BJ3267.The modeled gravity was interpolated from observed gravity values.
 BJ3267
 BJ3267;                    North         East     Units Scale Factor Converg.
 BJ3267;SPC LA S     -   221,745.488 1,108,923.939   MT  0.99996291   +0 34 02.4
 BJ3267;SPC LA S     -   727,509.99  3,638,194.62   sFT  0.99996291   +0 34 02.4
 BJ3267;UTM  15      - 3,377,043.885   768,879.888   MT  1.00049198   +1 25 20.8
 BJ3267
 BJ3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3267!SPC LA S     -   1.00000273  x   0.99996291  =   0.99996564
 BJ3267!UTM  15      -   1.00000273  x   1.00049198  =   1.00049471
 BJ3267
 BJ3267                          SUPERSEDED SURVEY CONTROL
 BJ3267
 BJ3267  NAD 83(1986)-  30 29 44.25933(N)    090 11 55.26934(W) AD(       ) 2
 BJ3267  NGVD 29 (09/03/91)    9.54   (m)           31.3    (f) LEVELING    3  
 BJ3267
 BJ3267.Superseded values are not recommended for survey control.
 BJ3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3267.See file dsdata.txt to determine how the superseded data were derived.
 BJ3267
 BJ3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6888077044(NAD 83)
 BJ3267_MARKER: DR = REFERENCE MARK DISK
 BJ3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3267_SP_SET: CONCRETE POST
 BJ3267_STAMPING: GOOD RM 1 1970
 BJ3267_MARK LOGO: LADH  
 BJ3267_PROJECTION: FLUSH
 BJ3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3267+STABILITY: SURFACE MOTION
 BJ3267
 BJ3267  HISTORY     - Date     Condition        Report By
 BJ3267  HISTORY     - 1970     MONUMENTED       LADH
 BJ3267  HISTORY     - 1982     GOOD             LADTD
 BJ3267
 BJ3267                          STATION DESCRIPTION
 BJ3267
 BJ3267'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3267'10.3 KM (6.4 MI) WNW FROM COVINGTON.
 BJ3267'FROM THE JUNCTION OF LA 1077 AND US 190 WEST OF COVINGTON. GO SOUTH
 BJ3267'ALONG LA 1077 0.7 KM (0.45 MILES) TO THE JUNCTION OF LA 1077 AND
 BJ3267'MCDONALD ROAD, THEN GO WEST ALONG MCDONALD ROAD 0.13 KM (0.08 MILE) TO
 BJ3267'THE MARKER ON THE RIGHT, 7.9 METERS (26 FEET) NORTH OF MCDONALD ROAD
 BJ3267',17.4 METERS (57 FEET) SOUTHEAST OF TRIANGULATION STATION GOOD.
 BJ3267'THE MARK IS ABOVE LEVEL WITH GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3266 ***********************************************************************
 BJ3266  DESIGNATION -  GOOD RM 2
 BJ3266  PID         -  BJ3266
 BJ3266  STATE/COUNTY-  LA/ST TAMMANY
 BJ3266  USGS QUAD   -  MADISONVILLE (1979)
 BJ3266
 BJ3266                         *CURRENT SURVEY CONTROL
 BJ3266  ___________________________________________________________________
 BJ3266* NAD 83(1992)-  30 29 44.29642(N)    090 11 56.10177(W)     ADJUSTED  
 BJ3266* NAVD 88     -         9.532  (meters)      31.27   (feet)  ADJUSTED  
 BJ3266  ___________________________________________________________________
 BJ3266  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BJ3266  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3266  DYNAMIC HT  -           9.520 (meters)      31.23  (feet)  COMP
 BJ3266  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 BJ3266
 BJ3266  HORZ ORDER  -  SECOND
 BJ3266  VERT ORDER  -  SECOND    CLASS I
 BJ3266
 BJ3266.The horizontal coordinates were established by classical geodetic methods
 BJ3266.and adjusted by the National Geodetic Survey in January 1993..
 BJ3266
 BJ3266.The orthometric height was determined by differential leveling
 BJ3266.and adjusted by the National Geodetic Survey in February 1994..
 BJ3266
 BJ3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3266
 BJ3266.The geoid height was determined by GEOID03.
 BJ3266
 BJ3266.The dynamic height is computed by dividing the NAVD 88
 BJ3266.geopotential number by the normal gravity value computed on the
 BJ3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3266.degrees latitude (g = 980.6199 gals.).
 BJ3266
 BJ3266.The modeled gravity was interpolated from observed gravity values.
 BJ3266
 BJ3266;                    North         East     Units Scale Factor Converg.
 BJ3266;SPC LA S     -   221,746.823 1,108,901.777   MT  0.99996291   +0 34 02.0
 BJ3266;SPC LA S     -   727,514.37  3,638,121.91   sFT  0.99996291   +0 34 02.0
 BJ3266;UTM  15      - 3,377,044.889   768,857.697   MT  1.00049183   +1 25 20.4
 BJ3266
 BJ3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3266!SPC LA S     -   1.00000274  x   0.99996291  =   0.99996565
 BJ3266!UTM  15      -   1.00000274  x   1.00049183  =   1.00049457
 BJ3266
 BJ3266|---------------------------------------------------------------------|
 BJ3266| PID    Reference Object                     Distance      Geod. Az  |
 BJ3266|                                                           dddmmss.s |
 BJ3266| BJ3265 GOOD RESET                           21.893 METERS 04717     |
 BJ3266| BJ4230 BEDICO                              APPROX. 3.3 KM 1770355.7 |
 BJ3266|---------------------------------------------------------------------|
 BJ3266
 BJ3266                          SUPERSEDED SURVEY CONTROL
 BJ3266
 BJ3266  NAD 83(1986)-  30 29 44.30967(N)    090 11 56.09995(W) AD(       ) 2
 BJ3266  NAD 27      -  30 29 43.61966(N)    090 11 55.80848(W) AD(       ) 2
 BJ3266  NGVD 29 (09/03/91)    9.51   (m)           31.2    (f) LEVELING    3  
 BJ3266
 BJ3266.Superseded values are not recommended for survey control.
 BJ3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3266.See file dsdata.txt to determine how the superseded data were derived.
 BJ3266
 BJ3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6885877045(NAD 83)
 BJ3266_MARKER: DR = REFERENCE MARK DISK
 BJ3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3266_SP_SET: CONCRETE POST
 BJ3266_STAMPING: GOOD RM 2 1970
 BJ3266_MARK LOGO: LADH  
 BJ3266_PROJECTION: FLUSH
 BJ3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3266+STABILITY: SURFACE MOTION
 BJ3266
 BJ3266  HISTORY     - Date     Condition        Report By
 BJ3266  HISTORY     - 1970     MONUMENTED       LADH
 BJ3266  HISTORY     - 1982     GOOD             LADTD
 BJ3266
 BJ3266                          STATION DESCRIPTION
 BJ3266
 BJ3266'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3266'10.3 KM (6.4 MI) WNW FROM COVINGTON.
 BJ3266'FROM THE JUNCTION OF LA 1077 AND LA 190 WEST OF COVINGTON, GO SOUTH
 BJ3266'ALONG LA 1077 0.7 KM (0.45 MILES) TO THE JUNCTION OF 1077 AND MCDONALD
 BJ3266'ROAD, THEN GO WEST ALONG MCDONALD ROAD 0.16 KM (0.1 MILE) TO THE
 BJ3266'MARKER ON THE RIGHT, 7.9 METERS (26 FEET) NORTH OF THE CENTERLINE OF
 BJ3266'MCDONALD ROAD, 21.9 METERS (71.8 FEET) SOUTHWEST OF TRIANGULATION
 BJ3266'STATION GOOD.
 BJ3266'THE MARK IS ABOVE LEVEL WITH GRAVEL DRIVE..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3264 ***********************************************************************
 BJ3264  DESIGNATION -  GOOD RM 3 LADH
 BJ3264  PID         -  BJ3264
 BJ3264  STATE/COUNTY-  LA/ST TAMMANY
 BJ3264  USGS QUAD   -  MADISONVILLE (1979)
 BJ3264
 BJ3264                         *CURRENT SURVEY CONTROL
 BJ3264  ___________________________________________________________________
 BJ3264* NAD 83(1992)-  30 29 45.30036(N)    090 11 50.38495(W)     ADJUSTED  
 BJ3264* NAVD 88     -         9.394  (meters)      30.82   (feet)  ADJUSTED  
 BJ3264  ___________________________________________________________________
 BJ3264  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BJ3264  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3264  DYNAMIC HT  -           9.382 (meters)      30.78  (feet)  COMP
 BJ3264  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 BJ3264
 BJ3264  HORZ ORDER  -  SECOND
 BJ3264  VERT ORDER  -  SECOND    CLASS I
 BJ3264
 BJ3264.The horizontal coordinates were established by classical geodetic methods
 BJ3264.and adjusted by the National Geodetic Survey in January 1993..
 BJ3264
 BJ3264.The orthometric height was determined by differential leveling
 BJ3264.and adjusted by the National Geodetic Survey in February 1994..
 BJ3264
 BJ3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3264
 BJ3264.The geoid height was determined by GEOID03.
 BJ3264
 BJ3264.The dynamic height is computed by dividing the NAVD 88
 BJ3264.geopotential number by the normal gravity value computed on the
 BJ3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3264.degrees latitude (g = 980.6199 gals.).
 BJ3264
 BJ3264.The modeled gravity was interpolated from observed gravity values.
 BJ3264
 BJ3264;                    North         East     Units Scale Factor Converg.
 BJ3264;SPC LA S     -   221,779.246 1,109,053.911   MT  0.99996295   +0 34 04.9
 BJ3264;SPC LA S     -   727,620.74  3,638,621.04   sFT  0.99996295   +0 34 04.9
 BJ3264;UTM  15      - 3,377,079.598   769,009.410   MT  1.00049284   +1 25 23.3
 BJ3264
 BJ3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3264!SPC LA S     -   1.00000276  x   0.99996295  =   0.99996571
 BJ3264!UTM  15      -   1.00000276  x   1.00049284  =   1.00049560
 BJ3264
 BJ3264                          SUPERSEDED SURVEY CONTROL
 BJ3264
 BJ3264  NAD 83(1986)-  30 29 45.31375(N)    090 11 50.38311(W) AD(       ) 2
 BJ3264  NGVD 29 (09/03/91)    9.37   (m)           30.7    (f) LEVELING    3  
 BJ3264
 BJ3264.Superseded values are not recommended for survey control.
 BJ3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3264.See file dsdata.txt to determine how the superseded data were derived.
 BJ3264
 BJ3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6900977080(NAD 83)
 BJ3264_MARKER: DR = REFERENCE MARK DISK
 BJ3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3264_SP_SET: CONCRETE POST
 BJ3264_STAMPING: GOOD RM NO 3 1971-1979
 BJ3264_MARK LOGO: LADH  
 BJ3264_PROJECTION: FLUSH
 BJ3264_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3264+STABILITY: SURFACE MOTION
 BJ3264
 BJ3264  HISTORY     - Date     Condition        Report By
 BJ3264  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3264  HISTORY     - 1982     GOOD             LADTD
 BJ3264
 BJ3264                          STATION DESCRIPTION
 BJ3264
 BJ3264'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3264'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 28, T6S,
 BJ3264'R10E. OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3264'DEVELOPMENT.
 BJ3264'
 BJ3264'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 190 AND
 BJ3264'STATE HIGHWAY 1077 IN GOODBEE GO SOUTH ON HIGHWAY 1077 FOR 0.6 KM
 BJ3264'(0.4 MILE) TO THE STATION ON THE RIGHT IN FRONT OF A WHITE WOOD FRAME
 BJ3264'HOUSE.
 BJ3264'
 BJ3264'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3264'LADTD) DISK STAMPED---GOOD 1971 RM 3 1979--- SET INTO THE TOP OF A
 BJ3264'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 BJ3264'LOCATED 21.3 METERS NNW FROM THE WEST END OF A METAL CULVERT UNDER
 BJ3264'HIGHWAY 1077., 8.4 METERS SSW FROM THE CENTER OF HIGHWAY 1077., 7.0
 BJ3264'METERS E FROM A 32-INCH WATER OAK TREE., AND 0.6 METERS SSE FROM A
 BJ3264'METAL WITNESS POST AND SIGN.
 BJ3264'
 BJ3264'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3264'(NOW LADTD) DISK STAMPED---GOOD 1971 RM 3 1979--- SET INTO AN
 BJ3264'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BJ3264
 BJ3264                          STATION RECOVERY (1982)
 BJ3264
 BJ3264'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3264'10.1 KM (6.3 MI) WNW FROM COVINGTON.
 BJ3264'FROM THE JUNCTION OF LA 1077 AND US 190 WEST OF COVINGTON, GO SOUTH
 BJ3264'ALONG LA 1077 0.68 KM (0.42 MILES) TO THE MARKER ON THE RIGHT, 8.38
 BJ3264'METERS (27.5 FEET) SOUTH-SOUTHWEST OF THE CENTERLINE OF LA 1077, 21.33
 BJ3264'METERS (70 FEET) NORTH-NORTHWEST OF THE WEST END OF A METAL CULVERT
 BJ3264'UNDER LA 1077, 7 METERS (23 FEET) EAST OF A 32, NCH WATER OAK TREE.
 BJ3264'NOTE--RM 3 USED AS AN AZ MK.
 BJ3264'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3264'THE MARK IS 0.76 M BELOW LA 1077.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2888 ***********************************************************************
 CP2888  DESIGNATION -  GOODE RESET
 CP2888  PID         -  CP2888
 CP2888  STATE/COUNTY-  LA/EAST CARROLL
 CP2888  USGS QUAD   -  BAXTER BAYOU (1988)
 CP2888
 CP2888                         *CURRENT SURVEY CONTROL
 CP2888  ___________________________________________________________________
 CP2888* NAD 83(1992)-  32 46 04.83555(N)    091 15 48.05696(W)     ADJUSTED  
 CP2888* NAVD 88     -        28.34   (+/-2cm)      93.0    (feet)  VERTCON   
 CP2888  ___________________________________________________________________
 CP2888  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CP2888  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2888
 CP2888  HORZ ORDER  -  FIRST
 CP2888  VERT ORDER  -  THIRD ? (See Below)
 CP2888
 CP2888.The horizontal coordinates were established by classical geodetic methods
 CP2888.and adjusted by the National Geodetic Survey in May 1994..
 CP2888
 CP2888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2888.The vertical order pertains to the NGVD 29 superseded value.
 CP2888
 CP2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2888
 CP2888.The geoid height was determined by GEOID03.
 CP2888
 CP2888;                    North         East     Units Scale Factor Converg.
 CP2888;SPC LA N     -   252,137.086 1,115,870.841   MT  1.00002468   +0 39 13.7
 CP2888;SPC LA N     -   827,219.76  3,660,986.25   sFT  1.00002468   +0 39 13.7
 CP2888;SPC MS W     -   362,695.172   612,863.050   MT  1.00004359   -0 30 12.2
 CP2888;SPC MS W     - 1,189,942.41  2,010,701.52   sFT  1.00004359   -0 30 12.2
 CP2888;UTM  15      - 3,626,903.486   662,664.314   MT  0.99992627   +0 56 24.5
 CP2888
 CP2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2888!SPC LA N     -   0.99999967  x   1.00002468  =   1.00002435
 CP2888!SPC MS W     -   0.99999967  x   1.00004359  =   1.00004326
 CP2888!UTM  15      -   0.99999967  x   0.99992627  =   0.99992594
 CP2888
 CP2888:                Primary Azimuth Mark                     Grid Az
 CP2888:SPC LA N     -  BENNETT                                  012 45 25.8
 CP2888:SPC MS W     -  BENNETT                                  013 54 51.7
 CP2888:UTM  15      -  BENNETT                                  012 28 15.0
 CP2888
 CP2888|---------------------------------------------------------------------|
 CP2888| PID    Reference Object                     Distance      Geod. Az  |
 CP2888|                                                           dddmmss.s |
 CP2888| CP1211 BENNETT                             APPROX. 9.6 KM 0132439.5 |
 CP2888| CY3672 GOODE AZ MK                                        0323342.2 |
 CP2888| CP2828 LAKE PROVIDENCE RAD KLPL MAST       APPROX. 7.6 KM 0444947.9 |
 CP2888| CY3677 GOODE RM 5                           53.267 METERS 05030     |
 CP2888| CY3675 GOODE RM 3                           30.946 METERS 05335     |
 CP2888| CP2836 LAKE PROVIDENCE FED COMP W TK       APPROX. 7.7 KM 0535428.0 |
 CP2888| CP2829 LAKE PROVIDENCE FED COMP E TK       APPROX. 7.7 KM 0541242.0 |
 CP2888| CP2835 LAKE PROVIDENCE MUN TANK            APPROX. 8.3 KM 0612313.8 |
 CP2888| CP2830 LAKE PROVIDENCE CARROLL MAST        APPROX. 8.9 KM 0643550.8 |
 CP2888| CY3673 GOODE RM 1                           21.490 METERS 07127     |
 CP2888| CP2833 LAKE PROVIDENCE FLEEMAN MAST        APPROX. 7.9 KM 0821218.3 |
 CP2888| CP2862 HOLLYBROOK E CARROL ELEVATOR        APPROX. 8.7 KM 1142134.9 |
 CP2888| CP2865 TRANSYLVANIA ATT MICROWAVE          APPROX.10.2 KM 1512158.2 |
 CP2888| CY3676 GOODE RM 4                           36.326 METERS 19242     |
 CP2888| CY3678 GOODE RM 6                           79.074 METERS 20302     |
 CP2888| CY3674 GOODE RM 2                           55.320 METERS 20316     |
 CP2888|---------------------------------------------------------------------|
 CP2888
 CP2888                          SUPERSEDED SURVEY CONTROL
 CP2888
 CP2888  NAD 83(1992)-  32 46 04.84082(N)    091 15 48.05350(W) AD(       ) 1
 CP2888  NAD 83(1986)-  32 46 04.84822(N)    091 15 48.05044(W) AD(       ) 1
 CP2888  NAD 27      -  32 46 04.37700(N)    091 15 47.65000(W) AD(       ) 1
 CP2888  NGVD 29 (07/19/86)   28.39   (m)           93.1    (f) LEVELING    3  
 CP2888
 CP2888.Superseded values are not recommended for survey control.
 CP2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2888.See file dsdata.txt to determine how the superseded data were derived.
 CP2888
 CP2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6266426903(NAD 83)
 CP2888_MARKER: DS = TRIANGULATION STATION DISK
 CP2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2888
 CP2888  HISTORY     - Date     Condition        Report By
 CP2888  HISTORY     - 1958     MONUMENTED       CGS
 CP2888  HISTORY     - 1970     GOOD             NGS
 CP2888
 CP2888                          STATION DESCRIPTION
 CP2888
 CP2888'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2888'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE
 CP2888'SURFACE MARK HAD BEEN HIT AND MOVED BY FARM MACHINERY.  THE
 CP2888'UNDERGROUND MARK WAS LOWERED, HOLDING THE EXACT POSITION OF 1929.
 CP2888'THE SURFACE MARK WAS RE-ESTABLISHED 18 INCHES BELOW THE GROUND
 CP2888'SURFACE.  REFERENCE MARK 2 WAS FOUND LYING IN A DITCH AND
 CP2888'REFERENCE MARK 1 WAS SEARCHED FOR BUT COULD NOT BE FOUND,
 CP2888'SMALL PIECES OF CONCRETE WERE FOUND NEAR ITS ORIGINAL POSITION.
 CP2888'REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE
 CP2888'ESTABLISHED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION--THE
 CP2888'STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF LAKE PROVIDENCE,
 CP2888'6 MILES WEST OF THE LOUISIANA-MISSISSIPPI STATE LINE AND 5
 CP2888'MILES WEST OF U.S.  HIGHWAY 65.  IT IS IN THE SOUTHEAST
 CP2888'AND CENTRAL EDGE OF A LARGE CULTIVATED FIELD ON THE OLD
 CP2888'CHANEY PLANTATION WHICH IS NOW OWNED BY MR. W.T. MITCHNER.
 CP2888'IT IS ON THE NORTHWEST SIDE OF HIGHWAY 134 AND IN THE
 CP2888'SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 60, T 21
 CP2888'N, R 12 E.
 CP2888'
 CP2888'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 CP2888'STATE HIGHWAY 134 (ALSO CALLED THE EPPS ROAD) IN THE SOUTH
 CP2888'EDGE OF LAKE PROVIDENCE, GO WEST AND SOUTHWEST ON HIGHWAY
 CP2888'134 FOR 4.4 MILES TO A SIDE ROAD RIGHT JUST AFTER PASSING
 CP2888'A COTTON GIN ON THE LEFT, CONTINUE SOUTHWEST ON THE HIGHWAY
 CP2888'FOR 1.75 MILES TO A WOOD BRIDGE, CONTINUE 0.05 MILE TO A SIDE
 CP2888'ROAD RIGHT (TO REACH THE AZIMUTH MARK, TURN RIGHT ACROSS SMALL
 CP2888'WOOD BRIDGE AND GO NORTHEAST ON GRADED ROAD FOR 0.2 MILE
 CP2888'TO A WOOD GATE AND MARK ON THE RIGHT), CONTINUE ON THE
 CP2888'HIGHWAY FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 CP2888'
 CP2888'THE STATION MARKS ARE STANDARD DISKS, STAMPED GOODE 1929 1958.
 CP2888'THE SURFACE DISK IS SET IN THE TOP OF A 15-INCH ROUND, CONCRETE
 CP2888'POST.  IT IS 295 FEET NORTH-NORTHEAST OF A 36-INCH OAK TREE
 CP2888'(ON WEST SIDE OF HIGHWAY), 172 FEET SOUTHWEST OF THE NORTHWEST
 CP2888'END OF A CONCRETE CULVERT, 121 FEET SOUTH-SOUTHWEST OF AN
 CP2888'EAST-WEST DRAINAGE DITCH, 116 FEET WEST-NORTHWEST OF POWER
 CP2888'LINE POLE NUMBER 104 AND 75 FEET NORTHWEST OF THE HIGHWAY
 CP2888'CENTER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CP2888'CONCRETE 43 INCHES BELOW THE GROUND SURFACE.
 CP2888'
 CP2888'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GOODE NO 3 1929
 CP2888'1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 CP2888'PROJECTING 6 INCHES.  IT IS 387 FEET NORTH-NORTHEAST OF THE
 CP2888'OAK TREE, 91 FEET NORTH-NORTHWEST OF THE POWER LINE POLE,
 CP2888'71 FEET WEST-SOUTHWEST OF THE CULVERT AND 38 FEET NORTHWEST
 CP2888'OF THE HIGHWAY CENTER.  IT IS IN THE ROAD RIGHT-OF-WAY FENCE
 CP2888'LINE.
 CP2888'
 CP2888'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED GOODE NO 4 1929
 CP2888'1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 CP2888'PROJECTING 10 INCHES.  IT IS 277 FEET WEST-SOUTHWEST OF THE
 CP2888'CULVERT, 180 FEET NORTH-NORTHEAST OF THE TREE, 167 FEET
 CP2888'SOUTHWEST OF THE POWER LINE POLE, 36 FEET NORTHWEST OF THE
 CP2888'HIGHWAY CENTER AND 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 CP2888'
 CP2888'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GOODE 1929 1958,
 CP2888'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2888'10 INCHES.  IT IS 15 FEET EAST OF THE CENTER OF THE WOOD GATE, 3
 CP2888'FEET SOUTH OF A T-FENCE CORNER AND 1-1/2 FEET EAST OF A WHITE
 CP2888'WITNESS POST.  IT IS IN THE SOUTHWEST CORNER OF AN OPEN FIELD
 CP2888'AND THE NORTHWEST CORNER OF A WOODED AREA.
 CP2888'
 CP2888'HEIGHT OF LIGHT-38 METERS.
 CP2888
 CP2888                          STATION RECOVERY (1970)
 CP2888
 CP2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2888'STATION MARK, AZIMUTH MARK WERE RECOVERED.  REFERENCE MARK
 CP2888'NUMBERS 3 AND 4 WERE FOUND DESTROYED, THEREFORE REFERENCE
 CP2888'MARKS NUMBER 5 AND 6 WERE ESTABLISHED.  THE LOCATION OF STATION
 CP2888'IS ADEQUATE BUT A NEW DESCRIPTION OF HOW TO REACH THE STATION
 CP2888'FOLLOWS.
 CP2888'
 CP2888'TO REACH THE STATION FROM THE VILLAGE OF BOWIE, GO NORTHERLY
 CP2888'ON STATE HIGHWAY 134 FOR 0.6 MILE TO THE STATION ON THE LEFT,
 CP2888'WEST SIDE OF ROAD.  AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 CP2888'FROM THIS POINT, GO EAST AND NORTHEAST ON STATE HIGHWAY 134
 CP2888'FOR 0.2 MILE TO A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTHERLY
 CP2888'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE
 CP2888'OF THE ROAD.  AS DESCRIBED.
 CP2888'
 CP2888'STATION MARKS ARE STANDARD DISKS STAMPED GOODE 1929 1958.
 CP2888'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2888'CONCRETE MONUMENT THAT IS 20 INCHES BELOW THE SURFACE OF THE
 CP2888'GROUND.  IT IS 275 FEET NORTH OF A 30 INCH PECAN TREE, 116 FEET
 CP2888'WEST-SOUTHWEST OF POWERLINE POLE NUMBER 104 AND 75 FEET
 CP2888'WEST OF THE CENTERLINE OF STATE HIGHWAY 134.  THE UNDERGROUND
 CP2888'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 CP2888'INCHES BELOW THE GROUND SURFACE.
 CP2888'
 CP2888'REFERENCE MARK 5, A STANDARD DISK STAMPED GOODE NO 5 1929
 CP2888'1970, IS CEMENTED IN DRILL HOLE OF CONCRETE CULVERT.  IT IS 19.5
 CP2888'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 134, 4.3 FEET
 CP2888'NORTH OF THE SOUTH END OF CULVERT AND 1.6 FEET SOUTH OF THE NORTH
 CP2888'END OF CULVERT END.
 CP2888'
 CP2888'REFERENCE MARK 6, A STANDARD DISK STAMPED GOODE NO 6 1929 1970,
 CP2888'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2888'IS FLUSH WITH THE GROUND SURFACE.  IT IS 37.5 FEET WEST OF
 CP2888'THE CENTERLINE OF STATE HIGHWAY 134, 36.5 FEET NORTH OF A 30
 CP2888'INCH PECAN TREE AND 2 FEET WEST-NORTHWEST OF A POWERLINE
 CP2888'POLE.
 CP2888'
 CP2888'THE AZIMUTH MARK, A STANDARD DISK STAMPED GOODE 1929 1958, IS
 CP2888'SET IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT THAT
 CP2888'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 77 FEET
 CP2888'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF DRIVEWAY, 75
 CP2888'FEET NORTHEAST OF AN UTILITY POLE NUMBER 5, 25.5 FEET
 CP2888'WEST-NORTHWEST OF A 10 INCH PECAN TREE, WITH TRIANGLE BLAZE AND 13
 CP2888'FEET EAST OF THE APPROXIMATE CENTER OF GRAVELED ROAD.
 CP2888'
 CP2888'HEIGHT OF LIGHT ABOVE STATION MARK 127 FEET.
 CP2888'
 CP2888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 CP2888'NORTH OF BOWIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2933 ***********************************************************************
 BX2933  DESIGNATION -  GOODSON
 BX2933  PID         -  BX2933
 BX2933  STATE/COUNTY-  LA/SABINE
 BX2933  USGS QUAD   -  PEASON (1954)
 BX2933
 BX2933                         *CURRENT SURVEY CONTROL
 BX2933  ___________________________________________________________________
 BX2933* NAD 83(1992)-  31 26 44.44301(N)    093 20 41.39606(W)     ADJUSTED  
 BX2933* NAVD 88     -       130.7    (meters)     429.     (feet)  VERTCON   
 BX2933  ___________________________________________________________________
 BX2933  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 BX2933  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX2933
 BX2933  HORZ ORDER  -  FIRST
 BX2933
 BX2933.The horizontal coordinates were established by classical geodetic methods
 BX2933.and adjusted by the National Geodetic Survey in January 1993..
 BX2933
 BX2933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2933
 BX2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2933
 BX2933.The geoid height was determined by GEOID03.
 BX2933
 BX2933;                    North         East     Units Scale Factor Converg.
 BX2933;SPC LA N     -   105,165.834   919,697.562   MT  0.99994845   -0 26 48.0
 BX2933;SPC LA N     -   345,031.57  3,017,374.42   sFT  0.99994845   -0 26 48.0
 BX2933;UTM  15      - 3,479,047.468   467,234.232   MT  0.99961324   -0 10 47.6
 BX2933
 BX2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2933!SPC LA N     -   0.99998364  x   0.99994845  =   0.99993209
 BX2933!UTM  15      -   0.99998364  x   0.99961324  =   0.99959688
 BX2933
 BX2933|---------------------------------------------------------------------|
 BX2933| PID    Reference Object                     Distance      Geod. Az  |
 BX2933|                                                           dddmmss.s |
 BX2933| CV7637 GOODSON RM 1                         20.671 METERS 04626     |
 BX2933| CV7638 GOODSON RM 2                         28.870 METERS 18050     |
 BX2933| CV7636 GOODSON AZ MK                                      2113314.3 |
 BX2933|---------------------------------------------------------------------|
 BX2933
 BX2933                          SUPERSEDED SURVEY CONTROL
 BX2933
 BX2933  NAD 83(1986)-  31 26 44.45784(N)    093 20 41.38942(W) AD(       ) 1
 BX2933  NAD 27      -  31 26 43.81995(N)    093 20 40.77426(W) AD(       ) 1
 BX2933  NGVD 29 (07/19/86)  130.8    (m)          429.     (f) VERT ANG       
 BX2933
 BX2933.Superseded values are not recommended for survey control.
 BX2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2933.See file dsdata.txt to determine how the superseded data were derived.
 BX2933
 BX2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6723479047(NAD 83)
 BX2933_MARKER: DS = TRIANGULATION STATION DISK
 BX2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2933
 BX2933  HISTORY     - Date     Condition        Report By
 BX2933  HISTORY     - 1971     MONUMENTED       NGS
 BX2933
 BX2933                          STATION DESCRIPTION
 BX2933
 BX2933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2933'5 KGS. TENSION ON ALL MARKS.
 BX2933'
 BX2933'THE STATION IS ABOUT 9 MILES NORTHEAST OF HORNBECK, 6.5 MILES EAST
 BX2933'OF FLORIEN, 3 MILES SOUTHEAST OF MOUNT CARMEL, IN THE NORTHEAST 1/4
 BX2933'SECTION 1, T 5 N, R 10 W, AND ON LAND OWNED BY MR. J. A.
 BX2933'STRICKLAND, ROUTE 1, BOX 68, FLORIEN, LOUISIANA, 71429.
 BX2933'
 BX2933'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE
 BX2933'HIGHWAY 118 AT THE NORTH EDGE OF FLORIEN, GO NORTHEAST AND EAST ON
 BX2933'STATE HIGHWAY 118 FOR 4.9 MILES TO THE MOUNT CARMEL SCHOOL ON THE
 BX2933'RIGHT, CONTINUE EAST ON STATE HIGHWAY 118 FOR 1.85 MILES TO A
 BX2933'PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE PAVED ROAD
 BX2933'FOR 1.6 MILES TO A REVERSE FORK ON THE LEFT.  TURN LEFT AND GO
 BX2933'NORTH ON A DIRT ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BX2933'
 BX2933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE DIRT ROAD
 BX2933'FOR 0.2 MILE TO THE PAVED ROAD, CONTINUE SOUTH ON THE PAVED ROAD FOR
 BX2933'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BX2933'
 BX2933'STATION MARKS ARE STANDARD DISKS STAMPED GOODSON 1971.  THE SURFACE
 BX2933'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2933'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET
 BX2933'NORTHWEST OF THE CENTER OF THE DIRT ROAD AND 3.9 FEET SOUTH OF A
 BX2933'METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BX2933'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2933'
 BX2933'REFERENCE MARK 1, A STANDARD DISK STAMPED GOODSON NO 1 1971, IS SET
 BX2933'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2933'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET NORTHWEST OF THE
 BX2933'CENTER OF THE DIRT ROAD AND 10 FEET SOUTHEAST OF A 6-INCH PINE
 BX2933'TREE.
 BX2933'
 BX2933'REFERENCE MARK 2, A STANDARD DISK STAMPED GOODSON NO 2 1971, IS SET
 BX2933'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2933'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET SOUTHEAST OF THE
 BX2933'CENTER OF THE DIRT ROAD AND 1 FOOT NORTHWEST OF A FENCE.
 BX2933'
 BX2933'AZIMUTH MARK, A STANDARD DISK STAMPED GOODSON 1971, IS SET IN THE TOP
 BX2933'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BX2933'GROUND SURFACE.  IT IS 32 FEET SOUTHEAST OF THE CENTER OF THE PAVED
 BX2933'ROAD AND 4 FEET EAST OF A METAL WITNESS POST.
 BX2933'
 BX2933'NEAREST TOWN--3 MILES SE OF MT. CARMEL.
 BX2933'
 BX2933'HEIGHT OF LIGHT ABOVE STATION MARK 25.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2986 ***********************************************************************
 CQ2986  DESIGNATION -  GOODWIN
 CQ2986  PID         -  CQ2986
 CQ2986  STATE/COUNTY-  LA/CLAIBORNE
 CQ2986  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2986
 CQ2986                         *CURRENT SURVEY CONTROL
 CQ2986  ___________________________________________________________________
 CQ2986* NAD 83(1992)-  32 56 16.97256(N)    093 10 50.76951(W)     ADJUSTED  
 CQ2986* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CQ2986  ___________________________________________________________________
 CQ2986  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ2986  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2986
 CQ2986  HORZ ORDER  -  SECOND
 CQ2986
 CQ2986.The horizontal coordinates were established by classical geodetic methods
 CQ2986.and adjusted by the National Geodetic Survey in September 1999..
 CQ2986
 CQ2986.The orthometric height was scaled from a topographic map.
 CQ2986
 CQ2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2986
 CQ2986.The geoid height was determined by GEOID03.
 CQ2986
 CQ2986;                    North         East     Units Scale Factor Converg.
 CQ2986;SPC LA N     -   270,534.384   936,331.256   MT  1.00007315   -0 21 35.7
 CQ2986;SPC LA N     -   887,578.22  3,071,946.80   sFT  1.00007315   -0 21 35.7
 CQ2986;SPC AR S     -   430,737.792   289,567.674   MT  1.00009992   -0 39 39.1
 CQ2986;SPC AR S     - 1,413,178.91    950,023.28   sFT  1.00009992   -0 39 39.1
 CQ2986;UTM  15      - 3,644,433.461   483,101.481   MT  0.99960352   -0 05 53.8
 CQ2986
 CQ2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2986!SPC LA N     -   0.99998527  x   1.00007315  =   1.00005841
 CQ2986!SPC AR S     -   0.99998527  x   1.00009992  =   1.00008518
 CQ2986!UTM  15      -   0.99998527  x   0.99960352  =   0.99958879
 CQ2986
 CQ2986|---------------------------------------------------------------------|
 CQ2986| PID    Reference Object                     Distance      Geod. Az  |
 CQ2986|                                                           dddmmss.s |
 CQ2986| CX5904 GOODWIN RM 1                         24.318 METERS 08935     |
 CQ2986| CX5905 GOODWIN RM 2                         22.023 METERS 27029     |
 CQ2986| CX5903 GOODWIN AZ MK                                      3452635.4 |
 CQ2986|---------------------------------------------------------------------|
 CQ2986
 CQ2986                          SUPERSEDED SURVEY CONTROL
 CQ2986
 CQ2986  NAD 83(1992)-  32 56 16.98007(N)    093 10 50.76217(W) AD(       ) 2
 CQ2986  NAD 83(1986)-  32 56 16.98438(N)    093 10 50.75951(W) AD(       ) 2
 CQ2986  NAD 27      -  32 56 16.47800(N)    093 10 50.16600(W) AD(       ) 2
 CQ2986
 CQ2986.Superseded values are not recommended for survey control.
 CQ2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2986.See file dsdata.txt to determine how the superseded data were derived.
 CQ2986
 CQ2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8310144433(NAD 83)
 CQ2986_MARKER: DS = TRIANGULATION STATION DISK
 CQ2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2986
 CQ2986  HISTORY     - Date     Condition        Report By
 CQ2986  HISTORY     - 1950     MONUMENTED       CGS
 CQ2986  HISTORY     - 19940206 MARK NOT FOUND   USPSQD
 CQ2986
 CQ2986                          STATION DESCRIPTION
 CQ2986
 CQ2986'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2986'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF HAYNESVILLE
 CQ2986'ON THE HIGHEST POINT OF A PROMINENT RIDGE IN THE NORTH EDGE
 CQ2986'OF A CULTIVATED FIELD AND ON LAND OWNED BY MR. MEDFORD GOODWIN
 CQ2986'OF HAYNESVILLE.  IT IS ABOUT 0.1 MILE NORTHEAST OF FARM HOUSE,
 CQ2986'2-1/2 FEET SOUTH OF EAST-WEST FENCE LINE, 6 FEET NORTH OF
 CQ2986'FARM ROAD AND 3-1/2 FEET SOUTHEAST OF WITNESS POST.  IT IS
 CQ2986'STAMPED GOODWIN 1950 AND PROJECTS 3 INCHES.
 CQ2986'
 CQ2986'REFERENCE MARK NO 1 IS EAST OF THE STATION, 5 FEET NORTH
 CQ2986'OF THE CENTER OF FIELD ROAD AND 2 FEET SOUTH OF EAST-WEST
 CQ2986'FENCE LINE.  IT IS STAMPED GOODWIN NO 1 1950 AND PROJECTS
 CQ2986'4 INCHES.
 CQ2986'
 CQ2986'REFERENCE MARK NO 2 IS WEST OF THE STATION, 6 FEET NORTH OF
 CQ2986'THE CENTER OF FIELD ROAD AND 2 FEET SOUTH OF EAST-WEST FENCE
 CQ2986'LINE.  IT IS STAMPED GOODWIN NO 2 1950 AND PROJECTS 3 INCHES.
 CQ2986'
 CQ2986'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 152.03 FEET.
 CQ2986'
 CQ2986'THE AZIMUTH MARK IS ABOUT 0.45 MILE NORTH-NORTHWEST OF THE
 CQ2986'STATION, 35 FEET NORTH OF THE CENTER OF EAST-WEST GRADED ROAD,
 CQ2986'2 FEET NORTH OF POWER LINE POLE AND 1 FOOT EAST OF WITNESS
 CQ2986'POST.  IT IS STAMPED GOODWIN 1950 AND PROJECTS 3 INCHES.
 CQ2986'
 CQ2986'TO REACH THE STATION FROM THE CROSS STREETS JUST NORTHWEST
 CQ2986'OF THE RAILROAD STATION IN HAYNESVILLE, GO SOUTH ALONG THE WEST
 CQ2986'SIDE OF THE RAILROAD TRACKS FOR 0.4 MILE TO A T-ROAD, TURN
 CQ2986'RIGHT AND GO WEST FOR 0.9 MILE TO A T-ROAD LEFT, CONTINUE
 CQ2986'STRAIGHT AHEAD ON MAIN ROAD FOR 2.1 MILES TO T-ROAD LEFT AND
 CQ2986'AZIMUTH MARK JUST NORTHEAST AS DESCRIBED, TURN LEFT AND GO
 CQ2986'SOUTH FOR 0.45 MILE TO HOUSE ON LEFT, PASS THROUGH GATE JUST
 CQ2986'SOUTHWEST OF HOUSE, TURN LEFT AND PASS TO THE REAR OF HOUSE
 CQ2986'AND GO NORTH ON FIELD ROAD ALONG THE EAST SIDE OF FENCE LINE
 CQ2986'TO FENCE CORNER, TURN RIGHT AND GO EAST ALONG SOUTH SIDE OF
 CQ2986'FENCE LINE FOR ABOUT 200 FEET TO THE STATION AS DESCRIBED.
 CQ2986'
 CQ2986'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ2986
 CQ2986                          STATION RECOVERY (1994)
 CQ2986
 CQ2986'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3047 ***********************************************************************
 BK3047  DESIGNATION -  GORDON
 BK3047  PID         -  BK3047
 BK3047  STATE/COUNTY-  LA/BEAUREGARD
 BK3047  USGS QUAD   -  KERNAN (1986)
 BK3047
 BK3047                         *CURRENT SURVEY CONTROL
 BK3047  ___________________________________________________________________
 BK3047* NAD 83(1992)-  30 30 01.77602(N)    093 19 46.14607(W)     ADJUSTED  
 BK3047* NAVD 88     -        28.4    (meters)      93.     (feet)  VERTCON   
 BK3047  ___________________________________________________________________
 BK3047  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK3047  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3047
 BK3047  HORZ ORDER  -  FIRST
 BK3047
 BK3047.The horizontal coordinates were established by classical geodetic methods
 BK3047.and adjusted by the National Geodetic Survey in January 1993..
 BK3047
 BK3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3047
 BK3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3047
 BK3047.The geoid height was determined by GEOID03.
 BK3047
 BK3047;                    North         East     Units Scale Factor Converg.
 BK3047;SPC LA S     -   223,415.006   808,389.205   MT  0.99996364   -0 59 53.2
 BK3047;SPC LA S     -   732,987.40  2,652,190.25   sFT  0.99996364   -0 59 53.2
 BK3047;UTM  15      - 3,374,292.327   468,382.518   MT  0.99961233   -0 10 02.0
 BK3047
 BK3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3047!SPC LA S     -   0.99999983  x   0.99996364  =   0.99996347
 BK3047!UTM  15      -   0.99999983  x   0.99961233  =   0.99961216
 BK3047
 BK3047|---------------------------------------------------------------------|
 BK3047| PID    Reference Object                     Distance      Geod. Az  |
 BK3047|                                                           dddmmss.s |
 BK3047| CV7639 GORDON RM 1                          24.813 METERS 01940     |
 BK3047| CV7641 GORDON RM 3                          24.525 METERS 09735     |
 BK3047| CV8337 D 4191                                             0990906.4 |
 BK3047| CV7642 GORDON RM 4                                        1733730.9 |
 BK3047| CV7640 GORDON RM 2                          42.547 METERS 19012     |
 BK3047| BK3184 GORDON LOOKOUT TOWER                APPROX. 2.4 KM 1962646.1 |
 BK3047|---------------------------------------------------------------------|
 BK3047
 BK3047                          SUPERSEDED SURVEY CONTROL
 BK3047
 BK3047  NAD 83(1986)-  30 30 01.79547(N)    093 19 46.13831(W) AD(       ) 1
 BK3047  NAD 27      -  30 30 01.08204(N)    093 19 45.55433(W) AD(       ) 1
 BK3047  NGVD 29 (07/19/86)   28.3    (m)           93.     (f) VERT ANG       
 BK3047
 BK3047.Superseded values are not recommended for survey control.
 BK3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3047.See file dsdata.txt to determine how the superseded data were derived.
 BK3047
 BK3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6838374292(NAD 83)
 BK3047_MARKER: DS = TRIANGULATION STATION DISK
 BK3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3047
 BK3047  HISTORY     - Date     Condition        Report By
 BK3047  HISTORY     - 1941     MONUMENTED       CGS
 BK3047  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BK3047
 BK3047                          STATION DESCRIPTION
 BK3047
 BK3047'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3047'STATION IS ON CUTOFF TIMBER LAND ON THE NW 1/4 OF SECTION
 BK3047'31, T 6 S, R 9 W, 1.3 MILES N OF GORDON RAILROAD SIDING,
 BK3047'39 FEET W OF THE CENTER LINE OF LITTLE USED GRADED ROAD,
 BK3047'5 FEET S BY W OF REFERENCE POST.  IT IS STAMPED GORDON 1941
 BK3047'AND PROJECTS 6 INCHES.
 BK3047'
 BK3047'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3047'DISKS SET IN CONCRETE.
 BK3047'
 BK3047'REFERENCE MARK NO. 1 IS E OF THE STATION, 42 FEET E OF THE
 BK3047'CENTER LINE OF THE ROAD.  IT IS STAMPED GORDON NO. 1 1941
 BK3047'AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS S BY W OF
 BK3047'THE STATION, 61 FEET W OF THE CENTER LINE OF THE ROAD.  IT
 BK3047'IS STAMPED GORDON NO. 2 1941 AND PROJECTS 4 INCHES.
 BK3047'
 BK3047'STATE SURVEY STATION D 4191 WAS USED FOR THE AZIMUTH MARK
 BK3047'AND IS 1.3 MILES S OF THE STATION, 50 FEET N OF THE CENTER
 BK3047'LINE OF STATE HIGHWAY 7, 71 FEET E OF THE CENTER LINE OF
 BK3047'THE GRADED T-ROAD LEADING N TO THE STATION, 2 FEET W OF
 BK3047'REFERENCE POST.  IT IS A STATE SURVEY DISK SET IN A 6-INCH
 BK3047'SQUARE CONCRETE POST.  IT IS STAMPED D 4191 AND PROJECTS
 BK3047'ABOUT 3 INCHES.
 BK3047'
 BK3047'TO REACH FROM LONGVILLE, GO S ON U.S. HIGHWAY 171, FOR 6.4
 BK3047'MILES AND TURN RIGHT, E, ON STATE HIGHWAY 7, GO 6.25 MILES
 BK3047'AND TURN RIGHT ON GRADED DIRT ROAD LEADING N JUST AFTER
 BK3047'PASSING GORDON RAILROAD SIDING, (THE AZIMUTH MARK IS IN
 BK3047'THE NE ANGLE OF THIS T-ROAD INTERSECTION) GO N 1.3 MILES
 BK3047'TO THE STATION ON THE W SIDE OF THE ROAD.
 BK3047'
 BK3047'A 103-FOOT TOWER AT JUANITA IS VISIBLE AT 35 FEET.
 BK3047'
 BK3047'A 103-FOOT TOWER AT D 3940 IS VISIBLE AT 40 FEET.
 BK3047'
 BK3047'A 103-FOOT TOWER AT E 3979 IS VISIBLE AT 35 FEET.
 BK3047'
 BK3047'A 90-FOOT TOWER AT GILLIS IS VISIBLE AT 40 FEET.
 BK3047'
 BK3047'A 103-FOOT TOWER AT PERKINS IS VISIBLE AT 35 FEET.
 BK3047'
 BK3047'A 103-FOOT TOWER AT QUINCY IS VISIBLE AT 80 FEET.
 BK3047'
 BK3047'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BK3047
 BK3047                          STATION RECOVERY (1974)
 BK3047
 BK3047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3047'THE STATION MARK WAS RECOVERED AND FOUND LEANING.  IT WAS
 BK3047'RESET OVER THE UNDERGROUND MARK AND WAS LOWERED 1 FOOT BELOW
 BK3047'THE GROUND.  REFERENCE MARK 1 WAS DESTROYED AND THE AZIMUTH
 BK3047'MARK WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 3 AND
 BK3047'4 WERE ESTABLISHED AT THIS TIME.
 BK3047'
 BK3047'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK3047'
 BK3047'THE STATION IS LOCATED 10 MILES SOUTHWEST OF LONGVILLE,
 BK3047'6 MILES WEST OF RAGLEY AND ON PROPERTY OWNED BY OWENS ILLINOIS
 BK3047'COMPANY OF DE QUINCY LOUISIANA.
 BK3047'
 BK3047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BK3047'171, 190 AND STATE HIGHWAY 12 IN RAGLEY, GO SOUTHWESTERLY
 BK3047'ON HIGHWAY 12 FOR 6.05 MILES TO A SIDE ROAD RIGHT.  TURN
 BK3047'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.05 MILES TO
 BK3047'REFERENCE MARK 4 ON THE RIGHT, IN THE SOUTHEAST ANGLE OF
 BK3047'A CROSSROAD.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.25
 BK3047'MILE TO THE STATION ON THE LEFT.
 BK3047'
 BK3047'THE SURFACE DISK, STAMPED GORDON 1941 1974 IS A STANDARD
 BK3047'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 BK3047'BELOW THE GROUND.  THE UNDERGROUND DISK, STAMPED GORDON
 BK3047'1941 IS A STANDARD DISK SET IN A CONCRETE FILLED COFFEE
 BK3047'CAN 50 INCHES BELOW THE GROUND.  THEY ARE ABOUT 200 FEET
 BK3047'SOUTH OF THE SOUTH EDGE OF A HEAVILY WOODED AREA, 39.5 FEET
 BK3047'WEST OF THE CENTER OF THE GRAVELED ROAD AND 6.5 FEET NORTH
 BK3047'OF A METAL WITNESS POST.
 BK3047'
 BK3047'REFERENCE MARK 2, STAMPED GORDON NO 2 1941 IS A STANDARD
 BK3047'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 BK3047'2 INCHES.  IT IS 64.5 FEET WEST OF THE CENTER OF THE GRAVELED
 BK3047'ROAD AND 1.5 FEET EAST OF A METAL WITNESS POST.
 BK3047'
 BK3047'REFERENCE MARK 3, STAMPED GORDON NO 3 1941 1974 IS A STANDARD
 BK3047'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 BK3047'THE GROUND.  IT IS 40.5 FEET EAST OF THE CENTER OF THE GRAVELED
 BK3047'ROAD AND 1.5 FEET WEST OF A METAL WITNESS POST.
 BK3047'
 BK3047'REFERENCE MARK 4, STAMPED GORDON NO 4 1941 1974 IS A STANDARD
 BK3047'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 BK3047'THE GROUND.  IT IS 54 FEET EAST OF THE CENTER OF THE GRAVELED
 BK3047'ROAD, 23 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 2 FEET
 BK3047'NORTH OF A METAL WITNESS POST.
 BK3047'
 BK3047'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO TREE
 BK3047'ON LINE.
 BK3047'
 BK3047'HEIGHT OF LIGHT ABOVE STATION MARK 126 FEET.
 BK3047'
 BK3047'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BK3047'WEST OF RAGLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2970 ***********************************************************************
 CQ2970  DESIGNATION -  GORDON
 CQ2970  PID         -  CQ2970
 CQ2970  STATE/COUNTY-  LA/CLAIBORNE
 CQ2970  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ2970
 CQ2970                         *CURRENT SURVEY CONTROL
 CQ2970  ___________________________________________________________________
 CQ2970* NAD 83(1992)-  32 58 30.52738(N)    093 02 21.31872(W)     ADJUSTED  
 CQ2970* NAVD 88     -       105.94   (+/-2cm)     347.6    (feet)  VERTCON   
 CQ2970  ___________________________________________________________________
 CQ2970  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ2970  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2970
 CQ2970  HORZ ORDER  -  FIRST
 CQ2970  VERT ORDER  -  THIRD ? (See Below)
 CQ2970
 CQ2970.The horizontal coordinates were established by classical geodetic methods
 CQ2970.and adjusted by the National Geodetic Survey in September 1999..
 CQ2970
 CQ2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2970.The vertical order pertains to the NGVD 29 superseded value.
 CQ2970
 CQ2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2970
 CQ2970.The geoid height was determined by GEOID03.
 CQ2970
 CQ2970;                    North         East     Units Scale Factor Converg.
 CQ2970;SPC LA N     -   274,574.525   949,586.672   MT  1.00008490   -0 17 06.4
 CQ2970;SPC LA N     -   900,833.25  3,115,435.61   sFT  1.00008490   -0 17 06.4
 CQ2970;SPC AR S     -   434,708.823   302,844.172   MT  1.00008787   -0 34 54.0
 CQ2970;SPC AR S     - 1,426,207.20    993,581.25   sFT  1.00008787   -0 34 54.0
 CQ2970;UTM  15      - 3,648,532.371   496,331.915   MT  0.99960017   -0 01 16.9
 CQ2970
 CQ2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2970!SPC LA N     -   0.99998747  x   1.00008490  =   1.00007237
 CQ2970!SPC AR S     -   0.99998747  x   1.00008787  =   1.00007534
 CQ2970!UTM  15      -   0.99998747  x   0.99960017  =   0.99958764
 CQ2970
 CQ2970:                Primary Azimuth Mark                     Grid Az
 CQ2970:SPC LA N     -  LOOKOUT TOWER 88 AFC                     002 54 57.1
 CQ2970:SPC AR S     -  LOOKOUT TOWER 88 AFC                     003 12 44.7
 CQ2970:UTM  15      -  LOOKOUT TOWER 88 AFC                     002 39 07.6
 CQ2970
 CQ2970|---------------------------------------------------------------------|
 CQ2970| PID    Reference Object                     Distance      Geod. Az  |
 CQ2970|                                                           dddmmss.s |
 CQ2970| DL1476 LOOKOUT TOWER 88 AFC                APPROX.15.3 KM 0023750.7 |
 CQ2970| CQ2972 GORDON RM A                          28.036 METERS 08803     |
 CQ2970| CX5907 GORDON RM 1                          62.926 METERS 09527     |
 CQ2970| CX5911 GORDON RM 5                                        10350     |
 CQ2970| CX5910 GORDON RM 4                          32.717 METERS 11149     |
 CQ2970| CX5909 GORDON RM 3                          40.831 METERS 18753     |
 CQ2970| CX6083 POINT A                                            2240041.5 |
 CQ2970| CX6084 POINT B                                            2241731.3 |
 CQ2970| CX5906 GORDON AZ MK                                       2243420.1 |
 CQ2970| CQ2988 HAYNESVILLE S MUN TANK              APPROX. 9.6 KM 2574738.2 |
 CQ2970| CQ2987 HAYNESVILLE MUNICIPAL TANK          APPROX. 9.6 KM 2631711.7 |
 CQ2970|---------------------------------------------------------------------|
 CQ2970
 CQ2970                          SUPERSEDED SURVEY CONTROL
 CQ2970
 CQ2970  NAD 83(1992)-  32 58 30.53637(N)    093 02 21.31191(W) AD(       ) 1
 CQ2970  NAD 83(1986)-  32 58 30.53968(N)    093 02 21.30898(W) AD(       ) 1
 CQ2970  NAD 27      -  32 58 30.03000(N)    093 02 20.72900(W) AD(       ) 1
 CQ2970  NGVD 29 (07/19/86)  106.02   (m)          347.8    (f) LEVELING    3  
 CQ2970
 CQ2970.Superseded values are not recommended for survey control.
 CQ2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2970.See file dsdata.txt to determine how the superseded data were derived.
 CQ2970
 CQ2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9633248532(NAD 83)
 CQ2970_MARKER: DS = TRIANGULATION STATION DISK
 CQ2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2970
 CQ2970  HISTORY     - Date     Condition        Report By
 CQ2970  HISTORY     - 1941     MONUMENTED       CGS
 CQ2970  HISTORY     - 1950     GOOD             CGS
 CQ2970  HISTORY     - 1958     GOOD             LOCENG
 CQ2970  HISTORY     - 1965     GOOD             CGS
 CQ2970
 CQ2970                          STATION DESCRIPTION
 CQ2970
 CQ2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2970'STATION IS 6 MILES E BY N OF HAYNESVILLE, 1-1/4 MILES S BY W
 CQ2970'OF GORDON, 3/4 MILE S OF STATE HIGHWAY 70, ON A SMALL SAND
 CQ2970'HILL IN A CULTIVATED FIELD, ON PROPERTY OF W.H. OWENS, NEAR
 CQ2970'THE CENTER OF THE NE 1/4 OF SECTION 24, T 23 N, R 7 W.
 CQ2970'
 CQ2970'STATION MARK IS NEAR THE CENTER OF THE CULTIVATED FIELD, 119
 CQ2970'FEET N OF THE CENTER LINE OF THE ROAD, IS STAMPED GORDON 1941,
 CQ2970'AND IS SET 14 INCHES BENEATH THE SURFACE.
 CQ2970'
 CQ2970'SURFACE, UNDERGROUND, REFRENCE AND AZIMUTH MARKS ARE STANDARD
 CQ2970'BRONZE DISKS SET IN CONCRETE.
 CQ2970'
 CQ2970'REFERENCE MARK NO. 1 IS ON THE E SIDE OF THE CULTIVATED FIELD,
 CQ2970'AT THE NW CORNER OF A FENCED GARDEN PLOT, ABOUT 40 YARDS W
 CQ2970'OF THE NEGRO SHANTY, 98 FEET N OF THE CENTER LINE OF THE ROAD,
 CQ2970'IS STAMPED GORDON NO. 1 1941, AND PROJECTS 4 INCHES.
 CQ2970'
 CQ2970'REFERENCE MARK NO. 2 IS 7 FEET S OF THE CENTER LINE OF THE
 CQ2970'ROAD AT THE S EDGE OF THE SAME CULTIVATED FIELD, IS STAMPED
 CQ2970'GORDON NO. 2 1941, AND PROJECTS 4 INCHES.
 CQ2970'
 CQ2970'AZIMUTH MARK IS 0.4 MILE SW OF THE STATION, AT THE SW CORNER
 CQ2970'OF A SMALL AREA OF CULTIVATED STUMP LAND, 58 FEET E OF THE
 CQ2970'CENTER LINE OF TRACK ROAD, 3 FEET E OF A WHITE REFERENCE POST,
 CQ2970'IS STAMPED GORDON 1941, AND PROJECTS 6 INCHES.  THE AZIMUTH
 CQ2970'MARK IS NOT VISIBLE FROM THE STATION WITHOUT SOME CLEARING.
 CQ2970'
 CQ2970'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70
 CQ2970'AND U.S. HIGHWAY 79 IN HAYNESVILLE, GO E ON STATE HIGHWAY 70
 CQ2970'FOR 5.85 MILES AND TURN RIGHT, S, OFF THE HIGHWAY AT THE TOP
 CQ2970'OF A HILL, THIS POINT IS 0.8 MILE W OF OWENS STORE IN THE
 CQ2970'SETTLEMENT OF GORDON, GO 0.35 MILE AND TAKE RIGHT FORK, S,
 CQ2970'GO 0.2 MILE AND TAKE RIGHT FORK, GO 0.2 MILE TO THE STATION
 CQ2970'ON THE HIGHEST POINT OF THE SAND HILL ON THE N SIDE OF THE
 CQ2970'ROAD, ABOUT 100 YARDS W OF AN OLD NEGRO SHANTY.  TO REACH THE
 CQ2970'AZIMUTH MARK TAKE THE FIELD ROAD LEADING SW FROM A POINT
 CQ2970'ABOUT 40 YARDS W OF THE STATION, AND GO 0.4 MILE TO THE
 CQ2970'AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD IN SMALL TIMBER.
 CQ2970'
 CQ2970'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CQ2970
 CQ2970                          STATION RECOVERY (1950)
 CQ2970
 CQ2970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2970'THE SURFACE AND UNDERGROUND STATION MARKS, REFERENCE MARK
 CQ2970'NO. 1 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED AND ARE
 CQ2970'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED BY
 CQ2970'ROAD GRADING MACHINERY AND A NEW REFERENCE MARK NO. 3 WAS
 CQ2970'ESTABLISHED.
 CQ2970'
 CQ2970'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 CQ2970'
 CQ2970'THE STATION IS LOCATED ABOUT 6.0 MILES EAST-NORTHEAST OF
 CQ2970'HAYNESVILLE, 1.25 MILES SOUTH-SOUTHWEST OF GORDON, AND 0.75
 CQ2970'MILE SOUTH OF STATE HIGHWAY NO. 70 ON A SMALL SAND HILL NEAR
 CQ2970'THE CENTER OF A CULTIVATED FIELD ON LAND OWNED BY W.H. OWENS.
 CQ2970'IT IS 134.0 FEET NORTHEAST OF A WITNESS POST AND 116.0 FEET
 CQ2970'NORTHEAST OF THE CENTER OF A GRADED ROAD.  IT IS SET 14 INCHES
 CQ2970'BELOW THE SURFACE AND IS STAMPED GORDON 1941.
 CQ2970'
 CQ2970'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A CULTIVATED FIELD
 CQ2970'IN THE NORTHWEST CORNER OF A GARDEN ENCLOSURE, ABOUT 40 YARDS
 CQ2970'WEST OF A NEGRO SHANTY, AND 98.0 FEET NORTH OF THE CENTER
 CQ2970'OF A GRADED ROAD, AND 3.0 FEET SOUTH OF THE NORTH FENCE OF
 CQ2970'GARDEN.  IT PROJECTS 2 INCHES AND IS STAMPED GORDON NO 1 1941.
 CQ2970'
 CQ2970'REFERENCE MARK NO. 3 IS SOUTH-SOUTHWEST OF THE STATION NEAR THE
 CQ2970'NORTH EDGE OF A CULTIVATED FIELD, 18.0 FEET SOUTHWEST OF THE
 CQ2970'CENTER OF A GRADED ROAD AND 1.0 FOOT WEST OF A WITNESS POST.
 CQ2970'IT PROJECTS 6 INCHES AND IS STAMPED GORDON NO 3 1950.
 CQ2970'
 CQ2970'THE AZIMUTH MARK IS AT THE SOUTHWEST CORNER OF A SMALL CULTIVATED
 CQ2970'FIELD, 58.0 FEET EAST OF THE CENTER OF A TRACK ROAD AND 3.0
 CQ2970'FEET EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 CQ2970'STAMPED GORDON 1941.
 CQ2970'
 CQ2970'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CQ2970'79 AND STATE HIGHWAY NO. 70 AT THE FIRE DEPARTMENT BUILDING
 CQ2970'IN HAYNESVILLE, GO EASTERLY ON STATE HIGHWAY NO. 70 FOR 6.0
 CQ2970'MILES TO A CROSSROAD, HERE TURN RIGHT AND GO SOUTH ON A DIRT
 CQ2970'ROAD FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND FOLLOW
 CQ2970'THE MAIN TRAVELED ROAD FOR 0.45 MILE TO A LOW SAND HILL ABOUT
 CQ2970'30 YARDS TO THE LEFT AND THE STATION AS DESCRIBED.
 CQ2970'
 CQ2970'TO REACH THE AZIMUTH MARK FROM A POINT ABOUT 40 YARDS WEST
 CQ2970'OF THE STATION, TAKE A FIELD ROAD SOUTHWESTERLY FOR 0.4 MILE TO
 CQ2970'THE SOUTH END OF A SMALL CULTIVATED FIELD AND THE AZIMUTH MARK
 CQ2970'ON THE LEFT AS DESCRIBED.
 CQ2970
 CQ2970                          STATION RECOVERY (1958)
 CQ2970
 CQ2970'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 CQ2970'RECOVERED BY SEISMIC EXPLOR.
 CQ2970'
 CQ2970'STATION WAS RECOVERED IN GOOD CONDITION.
 CQ2970
 CQ2970                          STATION RECOVERY (1965)
 CQ2970
 CQ2970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2970'STATION MARK AND REFERENCE MARK NUMBER 3 WERE RECOVERED AS
 CQ2970'DESCRIBED.  REFERENCE MARK NUMBER 1 WAS RECOVERED IN GOOD
 CQ2970'CONDITION BUT NO MEASUREMENTS COULD BE MADE OR ANGLES TURNED
 CQ2970'TO THE MARK DUE TO HEAVY TIMBER.  AZIMUTH MARK WAS NOT RECOVERED
 CQ2970'DUE TO HEAVY GROWTH OF TIMBER AND LOSS OF ALL REFERENCE
 CQ2970'MEASUREMENTS.  IT IS NO LONGER VISIBLE FROM STATION.  LOCATION
 CQ2970'IS ADEQUATE.  A NEW TO REACH, DESCRIPTION OF REFERENCE MARKS
 CQ2970'4 AND 5, AND REFERENCE MEASUREMENTS TO REFERENCE MARK 3 AND
 CQ2970'STATION MARK FOLLOW.
 CQ2970'
 CQ2970'TO REACH STATION FROM THE POST OFFICE IN HAYNESVILLE, GO
 CQ2970'NORTH ON U.S. HIGHWAY 79 FOR 0.1 MILE TO JUNCTION WITH STATE
 CQ2970'ALTERNATE 2 WHICH IS SHERMAN STREET.  TURN RIGHT, EAST ON
 CQ2970'ALTERNATE ROUTE 2 AND GO 1.0 MILE TO JUNCTION STATE ROUTE
 CQ2970'807.  CONTINUE EAST ON ALTERNATE ROUTE 2 FOR 4.75 MILES TO
 CQ2970'TOP OF HILL AND SAND ROAD, RIGHT.  TURN RIGHT, SOUTH, ON SAND
 CQ2970'ROAD FOR 0.25 MILE TO FORK, KEEP RIGHT FORK AND CONTINUE ON
 CQ2970'SAND ROAD FOR 0.45 MILE TO STATION ON LEFT AS DESCRIBED.
 CQ2970'
 CQ2970'TO REACH REFERENCE MARK NUMBER 5, CONTINUE ON SAND ROAD, PAST
 CQ2970'STATION, FOR 0.1 MILE TO MARK ON RIGHT AS DESCRIBED.
 CQ2970'
 CQ2970'STATION MARK IS 116 FEET NORTH OF THE SAND ROAD, 16.5 FEET
 CQ2970'SOUTHWEST OF A 14 INCH PINE TREE, 9 FEET SOUTH-SOUTHEAST OF
 CQ2970'A 10 INCH PINE TREE, AND 3.2 FEET SOUTHEAST OF A METAL WITNESS
 CQ2970'POST.
 CQ2970'
 CQ2970'REFERENCE MARK NUMBER 3 IS 55-1/2 FEET SOUTHWEST OF CENTER OF
 CQ2970'POWER LINE RIGHT-OF-WAY, 17 FEET SOUTH OF CENTER OF THE SAND
 CQ2970'ROAD, 17.5 FEET EAST OF A 20 INCH PINE TREE AND 1.0 FOOT SOUTH
 CQ2970'OF A WOOD WITNESS POST.
 CQ2970'
 CQ2970'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK,
 CQ2970'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 CQ2970'2 INCHES AND IS STAMPED GORDON NO 4 1941.  IT IS 74 FEET
 CQ2970'NORTH OF THE SAND ROAD, 13 FEET EAST OF A TRACK ROAD AND 11
 CQ2970'FEET SOUTHWEST OF A 12 INCH PINE TREE.
 CQ2970'
 CQ2970'REFERENCE MARK NUMBER 5 IS A STANDARD REFERENCE MARK DISK,
 CQ2970'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 CQ2970'4 INCHES AND IS STAMPED GORDON NO 5 1941.  IT IS 22 FEET
 CQ2970'SOUTH OF THE SAND ROAD, 5.3 FEET WEST OF AN 8 INCH PINE TREE
 CQ2970'AND 2.0 FEET NORTHWEST OF A METAL WITNESS POST.
 CQ2970'
 CQ2970'A TRAVERSE CONNECTION WAS MADE TO GORDON R.M. A, DISTANCE
 CQ2970'BEING 28.036 METERS, OR 91.98 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3184 ***********************************************************************
 BK3184  DESIGNATION -  GORDON LOOKOUT TOWER
 BK3184  PID         -  BK3184
 BK3184  STATE/COUNTY-  LA/BEAUREGARD
 BK3184  USGS QUAD   -  GORDON (1994)
 BK3184
 BK3184                         *CURRENT SURVEY CONTROL
 BK3184  ___________________________________________________________________
 BK3184* NAD 83(1992)-  30 28 47.86974(N)    093 20 11.33462(W)     ADJUSTED  
 BK3184* NAVD 88     -                                                        
 BK3184  ___________________________________________________________________
 BK3184  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BK3184  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3184
 BK3184  HORZ ORDER  -  THIRD
 BK3184
 BK3184.The horizontal coordinates were established by classical geodetic methods
 BK3184.and adjusted by the National Geodetic Survey in January 1993..
 BK3184
 BK3184
 BK3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3184
 BK3184.The geoid height was determined by GEOID03.
 BK3184
 BK3184;                    North         East     Units Scale Factor Converg.
 BK3184;SPC LA S     -   221,151.242   807,677.866   MT  0.99996059   -1 00 05.8
 BK3184;SPC LA S     -   725,560.37  2,649,856.47   sFT  0.99996059   -1 00 05.8
 BK3184;UTM  15      - 3,372,019.281   467,704.318   MT  0.99961287   -0 10 14.4
 BK3184
 BK3184                          SUPERSEDED SURVEY CONTROL
 BK3184
 BK3184  NAD 83(1986)-  30 28 47.88927(N)    093 20 11.32689(W) AD(       ) 4
 BK3184  NAD 27      -  30 28 47.17379(N)    093 20 10.74327(W) AD(       ) 3
 BK3184
 BK3184.Superseded values are not recommended for survey control.
 BK3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3184.See file dsdata.txt to determine how the superseded data were derived.
 BK3184
 BK3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6770472019(NAD 83)
 BK3184_MARKER: 57 = LOOKOUT TOWER
 BK3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3184+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BK3184
 BK3184  HISTORY     - Date     Condition        Report By
 BK3184  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK3184  HISTORY     - 20021102 GOOD             USPSQD
 BK3184  HISTORY     - 20041009 GOOD             USPSQD
 BK3184
 BK3184                          STATION DESCRIPTION
 BK3184
 BK3184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3184'THE STATION IS THE TOP CENTER OF THE GORDON LOOKOUT TOWER, LOCATED
 BK3184'ABOUT 6-1/2 MILES SOUTHWEST OF RAGLEY AND ALONG THE NORTH SIDE OF
 BK3184'STATE HIGHWAY 12.  IT IS A 4-LEGGED STEEL STRUCTURE, GRAY IN COLOR,
 BK3184'WITH A SQUARE OBSERVATION CABIN ON TOP, HAS AN OVERALL HEIGHT OF
 BK3184'110 FEET AND IS OWNED BY THE LOUISIANA FORESTRY COMMISSION.
 BK3184'
 BK3184'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 171, 190
 BK3184'AND STATE HIGHWAY 12 IN RAGLEY, GO SOUTHWEST ON HIGHWAY 12 FOR 6.55
 BK3184'MILES TO THE STATION ON THE RIGHT.
 BK3184
 BK3184                          STATION RECOVERY (2002)
 BK3184
 BK3184'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK3184'RECOVERED IN GOOD CONDITION.
 BK3184
 BK3184                          STATION RECOVERY (2004)
 BK3184
 BK3184'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK3184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2515 ***********************************************************************
 CQ2515  DESIGNATION -  GORDON RM
 CQ2515  PID         -  CQ2515
 CQ2515  STATE/COUNTY-  LA/DE SOTO
 CQ2515  USGS QUAD   -  MANSFIELD (1994)
 CQ2515
 CQ2515                         *CURRENT SURVEY CONTROL
 CQ2515  ___________________________________________________________________
 CQ2515* NAD 83(1986)-  32 00 09.     (N)    093 41 15.     (W)     SCALED    
 CQ2515* NAVD 88     -        90.80   (+/-2cm)     297.9    (feet)  VERTCON   
 CQ2515  ___________________________________________________________________
 CQ2515  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ2515
 CQ2515  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2515
 CQ2515.The horizontal coordinates were scaled from a topographic map and have
 CQ2515.an estimated accuracy of +/- 6 seconds.
 CQ2515
 CQ2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2515.The vertical order pertains to the NGVD 29 superseded value.
 CQ2515
 CQ2515.The geoid height was determined by GEOID03.
 CQ2515
 CQ2515;                    North         East    Units  Estimated Accuracy
 CQ2515;SPC LA N     -   167,200.      887,800.      MT  (+/- 180 meters Scaled)
 CQ2515
 CQ2515                          SUPERSEDED SURVEY CONTROL
 CQ2515
 CQ2515  NGVD 29 (??/??/??)   90.857  (m)          298.09   (f) ADJUSTED    1 2
 CQ2515
 CQ2515.Superseded values are not recommended for survey control.
 CQ2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2515.See file dsdata.txt to determine how the superseded data were derived.
 CQ2515
 CQ2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR350409(NAD 83)
 CQ2515_MARKER: DR = REFERENCE MARK DISK
 CQ2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2515_STAMPING: R. M. GORDON 1919
 CQ2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2515+STABILITY: SURFACE MOTION
 CQ2515
 CQ2515  HISTORY     - Date     Condition        Report By
 CQ2515  HISTORY     - 1919     MONUMENTED       CGS
 CQ2515  HISTORY     - 1941     GOOD             CGS
 CQ2515
 CQ2515                          STATION DESCRIPTION
 CQ2515
 CQ2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CQ2515'2.3 MI E FROM SOUTH MANSFIELD.
 CQ2515'ABOUT 2.3 MILES EAST ALONG THEE TEXAS AND PACIFIC RAILWAY FROM THE
 CQ2515'STATION AT SOUTH MANSFIELD, DE SOTO PARISH, 32 FEET NORTHWEST OF THE
 CQ2515'FOURTH POLE NORTHWEST OF MILEPOST 285, 82 FEET SOUTHWEST OF
 CQ2515'TRIANGULATION STATION GORDON, DESCRIBED ABOVE, 50 FEET NORTH OF THE
 CQ2515'CENTER LINE OF THE MAIN TRACK, AND 3 FEET NORTH OF A FENCE.  A
 CQ2515'STANDARD REFERENCE-MARK DISK, STAMPED GORDON 1919 AND SET IN THE TOP
 CQ2515'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2972 ***********************************************************************
 CQ2972  DESIGNATION -  GORDON RM A
 CQ2972  PID         -  CQ2972
 CQ2972  STATE/COUNTY-  LA/CLAIBORNE
 CQ2972  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ2972
 CQ2972                         *CURRENT SURVEY CONTROL
 CQ2972  ___________________________________________________________________
 CQ2972* NAD 83(1992)-  32 58 30.55822(N)    093 02 20.23964(W)     ADJUSTED  
 CQ2972* NAVD 88     -       105.23   (+/-2cm)     345.2    (feet)  VERTCON   
 CQ2972  ___________________________________________________________________
 CQ2972  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ2972  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2972
 CQ2972  HORZ ORDER  -  FIRST
 CQ2972  VERT ORDER  -  THIRD ? (See Below)
 CQ2972
 CQ2972.The horizontal coordinates were established by classical geodetic methods
 CQ2972.and adjusted by the National Geodetic Survey in September 1999..
 CQ2972
 CQ2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2972.The vertical order pertains to the NGVD 29 superseded value.
 CQ2972
 CQ2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2972
 CQ2972.The geoid height was determined by GEOID03.
 CQ2972
 CQ2972;                    North         East     Units Scale Factor Converg.
 CQ2972;SPC LA N     -   274,575.336   949,614.698   MT  1.00008491   -0 17 05.8
 CQ2972;SPC LA N     -   900,835.91  3,115,527.56   sFT  1.00008491   -0 17 05.8
 CQ2972;SPC AR S     -   434,709.488   302,872.203   MT  1.00008787   -0 34 53.4
 CQ2972;SPC AR S     - 1,426,209.38    993,673.22   sFT  1.00008787   -0 34 53.4
 CQ2972;UTM  15      - 3,648,533.311   496,359.924   MT  0.99960016   -0 01 16.3
 CQ2972
 CQ2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2972!SPC LA N     -   0.99998758  x   1.00008491  =   1.00007249
 CQ2972!SPC AR S     -   0.99998758  x   1.00008787  =   1.00007545
 CQ2972!UTM  15      -   0.99998758  x   0.99960016  =   0.99958775
 CQ2972
 CQ2972:                Primary Azimuth Mark                     Grid Az
 CQ2972:SPC LA N     -  HAYES                                    013 59 42.0
 CQ2972:SPC AR S     -  HAYES                                    014 17 29.6
 CQ2972:UTM  15      -  HAYES                                    013 43 52.5
 CQ2972
 CQ2972|---------------------------------------------------------------------|
 CQ2972| PID    Reference Object                     Distance      Geod. Az  |
 CQ2972|                                                           dddmmss.s |
 CQ2972| DL1477 HAYES                               APPROX. 9.2 KM 0134236.2 |
 CQ2972| CQ2988 HAYNESVILLE S MUN TANK              APPROX. 9.6 KM 2574926.1 |
 CQ2972|---------------------------------------------------------------------|
 CQ2972
 CQ2972                          SUPERSEDED SURVEY CONTROL
 CQ2972
 CQ2972  NAD 83(1992)-  32 58 30.56720(N)    093 02 20.23282(W) AD(       ) 1
 CQ2972  NAD 83(1986)-  32 58 30.57052(N)    093 02 20.23011(W) AD(       ) 1
 CQ2972  NAD 27      -  32 58 30.06085(N)    093 02 19.64994(W) AD(       ) 1
 CQ2972  NGVD 29 (07/19/86)  105.31   (m)          345.5    (f) LEVELING    3  
 CQ2972
 CQ2972.Superseded values are not recommended for survey control.
 CQ2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2972.See file dsdata.txt to determine how the superseded data were derived.
 CQ2972
 CQ2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9636048533(NAD 83)
 CQ2972_MARKER: DS = TRIANGULATION STATION DISK
 CQ2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2972
 CQ2972  HISTORY     - Date     Condition        Report By
 CQ2972  HISTORY     - 1965     MONUMENTED       CGS
 CQ2972
 CQ2972                          STATION DESCRIPTION
 CQ2972
 CQ2972'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2972'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME PROPERTY
 CQ2972'AS TRIANGULATION STATION GORDON 1941.
 CQ2972'
 CQ2972'STATION MARK IS 119 FEET NORTH OF THE APPROXIMATE CENTER OF
 CQ2972'DIRT ROAD, 43-1/2 FEET NORTH OF REFERENCE MARK NO. 4, 27 FEET
 CQ2972'SOUTHWEST OF A 12 INCH PINE TREE WITH TRIANGLE BLAZE, 25 FEET
 CQ2972'NORTHEAST OF A 10 INCH PINE TREE WITH TRIANGLE BLAZE AND 3.9
 CQ2972'FEET SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED.
 CQ2972'
 CQ2972'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK SET
 CQ2972'IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 CQ2972'2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 CQ2972'GORDON RM A 1965.
 CQ2972'
 CQ2972'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GORDON
 CQ2972'1941, DISTANCE BEING 28.036 METERS OR 91.98 FEET.  WEST.
 CQ2972'
 CQ2972'OBSERVATIONS WERE TAKEN FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2514 ***********************************************************************
 CQ2514  DESIGNATION -  GORDON=V 10
 CQ2514  PID         -  CQ2514
 CQ2514  STATE/COUNTY-  LA/DE SOTO
 CQ2514  USGS QUAD   -  MANSFIELD (1994)
 CQ2514
 CQ2514                         *CURRENT SURVEY CONTROL
 CQ2514  ___________________________________________________________________
 CQ2514* NAD 83(1992)-  32 00 08.72957(N)    093 41 14.68734(W)     ADJUSTED  
 CQ2514* NAVD 88     -        91.67   (+/-2cm)     300.8    (feet)  VERTCON   
 CQ2514  ___________________________________________________________________
 CQ2514  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CQ2514  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ2514
 CQ2514  HORZ ORDER  -  FIRST
 CQ2514  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2514
 CQ2514.The horizontal coordinates were established by classical geodetic methods
 CQ2514.and adjusted by the National Geodetic Survey in January 1993..
 CQ2514
 CQ2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2514.The vertical order pertains to the NGVD 29 superseded value.
 CQ2514
 CQ2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2514
 CQ2514.The geoid height was determined by GEOID03.
 CQ2514
 CQ2514;                    North         East     Units Scale Factor Converg.
 CQ2514;SPC LA N     -   167,195.913   887,812.243   MT  0.99991583   -0 37 40.0
 CQ2514;SPC LA N     -   548,541.92  2,912,764.00   sFT  0.99991583   -0 37 40.0
 CQ2514;UTM  15      - 3,540,910.894   435,071.175   MT  0.99965199   -0 21 51.5
 CQ2514
 CQ2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2514!SPC LA N     -   0.99998965  x   0.99991583  =   0.99990548
 CQ2514!UTM  15      -   0.99998965  x   0.99965199  =   0.99964165
 CQ2514
 CQ2514|---------------------------------------------------------------------|
 CQ2514| PID    Reference Object                     Distance      Geod. Az  |
 CQ2514|                                                           dddmmss.s |
 CQ2514| CQ2515 GORDON RM                            25.630 METERS 23328     |
 CQ2514| CQ2510 ABO=U 10                            APPROX. 2.1 KM 2911743.5 |
 CQ2514|---------------------------------------------------------------------|
 CQ2514
 CQ2514                          SUPERSEDED SURVEY CONTROL
 CQ2514
 CQ2514  NAD 83(1986)-  32 00 08.73887(N)    093 41 14.68434(W) AD(       ) 1
 CQ2514  NAD 27      -  32 00 08.15400(N)    093 41 14.02800(W) AD(       ) 1
 CQ2514  NGVD 29 (??/??/??)   91.733  (m)          300.96   (f) ADJUSTED    1 2
 CQ2514
 CQ2514.Superseded values are not recommended for survey control.
 CQ2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2514.See file dsdata.txt to determine how the superseded data were derived.
 CQ2514
 CQ2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3507140911(NAD 83)
 CQ2514_MARKER: DS = TRIANGULATION STATION DISK
 CQ2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2514_STAMPING: GORDON V-10 1919
 CQ2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2514+STABILITY: SURFACE MOTION
 CQ2514
 CQ2514  HISTORY     - Date     Condition        Report By
 CQ2514  HISTORY     - 1919     MONUMENTED       CGS
 CQ2514  HISTORY     - 1935     GOOD             CGS
 CQ2514  HISTORY     - 1941     GOOD             CGS
 CQ2514  HISTORY     - 1949     GOOD             CGS
 CQ2514  HISTORY     - 1969     GOOD             CGS
 CQ2514
 CQ2514                          STATION DESCRIPTION
 CQ2514
 CQ2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 CQ2514'ABOUT 1-1/2 MILES E OF S MANSFIELD, 180 METERS (591 FEET)
 CQ2514'W OF MILEPOST NO. 285, AND 45 METERS (148 FEET) N OF TEXAS
 CQ2514'AND PACIFIC RAILWAY, AT INTERSECTION OF TANGENTS TO S RAIL
 CQ2514'AT FIRST CURVE E OF SOUTH MANSFIELD.
 CQ2514'
 CQ2514'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2514'DISKS SET IN CONCRETE.
 CQ2514'
 CQ2514'REFERENCE MARK IS 25.63 METERS (84.1 FEET) FROM STATION IN
 CQ2514'S 53 DEG 27 MIN W.
 CQ2514
 CQ2514                          STATION RECOVERY (1935)
 CQ2514
 CQ2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 CQ2514'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN
 CQ2514'GOOD CONDITION.
 CQ2514'
 CQ2514'STATION MARK IS 81 FEET NE OF E RAIL AND 20 FEET W OF WOODS ROAD.
 CQ2514'
 CQ2514'REFERENCE MARK NO. 1 (1919) IS 2 FEET N OF N FENCE LINE,
 CQ2514'49 FEET NE OF NE RAILROAD RAIL, 32.1 FEET N OF 4TH TELEGRAPH
 CQ2514'POLE W OF MILEPOST NO. 285 AND 25.63 METERS (84.1 FEET)
 CQ2514'FROM STATION S 53 DEG 27 MIN W.
 CQ2514'
 CQ2514'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 CQ2514'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, ABOUT 150 FEET NE OF E
 CQ2514'FENCE, 200 FEET NE OF RAILROAD, 17 FEET E OF A N-S WOODS ROAD AND
 CQ2514'37.14 METERS (121.88 FEET) FROM STATION N 30 DEG 15 MIN W.
 CQ2514'
 CQ2514'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 47.39 METERS
 CQ2514'(155.48 FEET) S 02 DEG 16 MIN W.
 CQ2514'
 CQ2514'TO REACH STATION GO W ON ROAD TO MANSFIELD AIRPORT, ABOUT
 CQ2514'3/4 MILE FROM MAIN PART OF THE TOWN, TO GATE ON SE SIDE
 CQ2514'OF GRAVEL ROAD, WITH TWO STOCK PONDS, ONE ON EITHER SIDE
 CQ2514'OF FARM ROAD TO MR. C.T. AIRHARTS HOME.  TURN IN THIS GATE,
 CQ2514'GO SW BY MR. AIRHARTS HOME, AND THROUGH WOODS FOR ABOUT
 CQ2514'3/4 MILE TO POINT NEAR RAILROAD ON A SLIGHT ELEVATION.
 CQ2514
 CQ2514                          STATION RECOVERY (1941)
 CQ2514
 CQ2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 CQ2514'2.3 MI E FROM SOUTH MANSFIELD.
 CQ2514'ABOUT 2.3 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CQ2514'STATION AT SOUTH MANSFIELD, DE SOTO PARISH, ABOUT 7/8 MILE EAST OF THE
 CQ2514'CROSSING OF STATE HIGHWAY 749, ABOUT 200 YARDS NORTHWEST OF MILEPOST
 CQ2514'285, ABOUT 320 FEET SOUTHEAST OF A 30 -INCH CONCRETE PIPE CULVERT, AT
 CQ2514'THE INTERSECTION OF THE PROLONGATIONS OF THE SOUTH RAIL OF THE
 CQ2514'TANGENTS, ABOUT 40 YARDS NORTHEAST OF THE CENTER LINE OF THE TRACK,
 CQ2514'AND 10 FEET SOUTHWEST OF A WOODS ROAD.  A STANDARD
 CQ2514'TRIANGULATION-STATION DISK, STAMPED 301.131 GORDON V 10 1919 AND SET
 CQ2514'IN THE TOP OF A CONCRETE POST.
 CQ2514
 CQ2514                          STATION RECOVERY (1949)
 CQ2514
 CQ2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 CQ2514'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 CQ2514'CONDITION.  STATION MARK IS 18 FEET S OF THE CENTER OF PIPE
 CQ2514'LINE IN EDGE OF TIMBER.  REFERENCE MARK 1 IS 32.5 FEET NW
 CQ2514'OF THE FOURTH TELEPHONE POLE FROM MILEPOST 285.  REFERENCE MARK
 CQ2514'2 IS NW OF THE STATION, IN FENCE LINE 15.5 FEET N OF
 CQ2514'CENTER OF PIPE LINE CLEARING.  THIS IS A TRAVERSE STATION.
 CQ2514
 CQ2514                          STATION RECOVERY (1969)
 CQ2514
 CQ2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 CQ2514'THE STATION WAS VISITED AND THE STATION MARK AND BOTH REFERENCE
 CQ2514'MARKS WERE RECOVERED.  THE RAILROAD TRACKS HAVE BEEN REMOVED.
 CQ2514'A NEW DESCRIPTION FOLLOWS--
 CQ2514'
 CQ2514'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SECTION
 CQ2514'27, T12N, R13W.
 CQ2514'
 CQ2514'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CQ2514'171 AND 84 AT THE SOUTH EDGE ON MANSFIELD, GO SOUTH ON U.S.
 CQ2514'171 FOR 1.85 MILES TO A SIDE ROAD LEFT TURN LEFT AND FOLLOW
 CQ2514'PAVED ROAD EAST, SOUTH AND EAST FOR 1.0 MILE TO T-JUNCTION.
 CQ2514'TURN RIGHT AND GO SOUTH AND EAST ON MAIN ROAD FOR 0.6 MILE
 CQ2514'TO PRIVATE DRIVE ON THE LEFT JUST BEFORE REACHING RED SHINGLE
 CQ2514'HOUSE ON THE RIGHT.  TURN LEFT AND GO NORTHEASTERLY ON DIRT
 CQ2514'ROAD FOR 0.2 MILE TO POINT WHERE WOODS ROAD FORKS OFF TO THE
 CQ2514'LEFT ABOUT 120 YARDS BEFORE REACHING HOUSE.  THIS PARTY
 CQ2514'PARKED TRUCK AT THIS POINT AND WALKED TO STATION DUE TO
 CQ2514'WET ROADS.  FOLLOW WOODS ROAD NORTHERLY FOR ABOUT 0.25 MILE
 CQ2514'TO OLD RAILROAD GRADE.  TURN RIGHT AND WALK EAST-SOUTHEAST ON
 CQ2514'OLD GRADE 300 PACES TO TRIANGLE BLAZED PINE ON LEFT AND
 CQ2514'REFERENCE MARK 1 AND STATION ON LEFT.
 CQ2514'
 CQ2514'THE STATION MARK, A STANDARD DISK STAMPED GORDON 1919 V10
 CQ2514'301.131 AND FLUSH WITH THE GROUND, IS 131 FEET NORTH-NORTHEAST
 CQ2514'OF THE CENTER OF OLD GRADE, 18 FEET SOUTHWEST OF PIPE LINE
 CQ2514'CLEARING (CENTER) AND 10.5 FEET SOUTHEAST OF 10 INCH OAK
 CQ2514'WITH TRIANGLE BLAZE ON SOUTHWEST SIDE.
 CQ2514'
 CQ2514'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GORDON 1919
 CQ2514'IN 10 INCH POST PROJECTING 2 INCHES, IS 39 FEET NORTH OF
 CQ2514'BLAZED PINE TREE THAT IS ON EDGE OF OLD GRADE, 47 FEET
 CQ2514'NORTH-NORTHEAST OF CENTER OF OLD GRADE AND 2 FEET NORTH OF
 CQ2514'FENCE.
 CQ2514'
 CQ2514'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GORDON R.M.
 CQ2514'2 1919 IN 14 INCH POST FLUSH WITH THE GROUND, IS 25 FEET
 CQ2514'NORTH-NORTHEAST OF THE CENTER OF THE PIPE LINE CLEARING AND
 CQ2514'4 FEET EAST OF FENCE.
 CQ2514'
 CQ2514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2
 CQ2514'MILES SOUTHEAST OF MANSFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2610 ***********************************************************************
 BK2610  DESIGNATION -  GOUDEAU
 BK2610  PID         -  BK2610
 BK2610  STATE/COUNTY-  LA/AVOYELLES
 BK2610  USGS QUAD   -  COTTONPORT (1993)
 BK2610
 BK2610                         *CURRENT SURVEY CONTROL
 BK2610  ___________________________________________________________________
 BK2610* NAD 83(1992)-  30 52 47.08961(N)    092 01 30.07990(W)     ADJUSTED  
 BK2610* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 BK2610  ___________________________________________________________________
 BK2610  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK2610  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2610
 BK2610  HORZ ORDER  -  FIRST
 BK2610
 BK2610.The horizontal coordinates were established by classical geodetic methods
 BK2610.and adjusted by the National Geodetic Survey in January 1993..
 BK2610
 BK2610.The orthometric height was scaled from a topographic map.
 BK2610
 BK2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2610
 BK2610.The geoid height was determined by GEOID03.
 BK2610
 BK2610;                    North         East     Units Scale Factor Converg.
 BK2610;SPC LA N     -    42,205.947 1,045,422.600   MT  1.00007743   +0 15 04.0
 BK2610;SPC LA N     -   138,470.68  3,429,857.31   sFT  1.00007743   +0 15 04.0
 BK2610;SPC LA S     -   263,991.292   933,855.561   MT  1.00004317   -0 20 45.1
 BK2610;SPC LA S     -   866,111.43  3,063,824.45   sFT  1.00004317   -0 20 45.1
 BK2610;UTM  15      - 3,416,682.008   593,196.030   MT  0.99970714   +0 30 01.6
 BK2610
 BK2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2610!SPC LA N     -   1.00000081  x   1.00007743  =   1.00007824
 BK2610!SPC LA S     -   1.00000081  x   1.00004317  =   1.00004398
 BK2610!UTM  15      -   1.00000081  x   0.99970714  =   0.99970795
 BK2610
 BK2610|---------------------------------------------------------------------|
 BK2610| PID    Reference Object                     Distance      Geod. Az  |
 BK2610|                                                           dddmmss.s |
 BK2610| BK2608 4522 LAGS 1941                      173.566 METERS 11450     |
 BK2610| CW1410 GOUDEAU RM 1                         34.803 METERS 14641     |
 BK2610| CW1411 GOUDEAU RM 2                         30.565 METERS 24647     |
 BK2610| CV9556 4520                                               2841513.4 |
 BK2610|---------------------------------------------------------------------|
 BK2610
 BK2610                          SUPERSEDED SURVEY CONTROL
 BK2610
 BK2610  NAD 83(1986)-  30 52 47.10966(N)    092 01 30.07541(W) AD(       ) 1
 BK2610  NAD 27      -  30 52 46.40967(N)    092 01 29.64208(W) AD(       ) 1
 BK2610
 BK2610.Superseded values are not recommended for survey control.
 BK2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2610.See file dsdata.txt to determine how the superseded data were derived.
 BK2610
 BK2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9319616682(NAD 83)
 BK2610_MARKER: DS = TRIANGULATION STATION DISK
 BK2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2610
 BK2610  HISTORY     - Date     Condition        Report By
 BK2610  HISTORY     - 1941     MONUMENTED       CGS
 BK2610  HISTORY     - 1958     GOOD             CGS
 BK2610  HISTORY     - 1959     GOOD             CGS
 BK2610
 BK2610                          STATION DESCRIPTION
 BK2610
 BK2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2610'STATION IS ABOUT 0.85 MILE NW OF THE GOUDEAU POST OFFICE,
 BK2610'ON LAND OWNED BY MRS. JULIAN MOREAU AND OCCUPIED BY J.B.
 BK2610'DUFOUR.  IT IS ABOUT 50 YARDS SW OF THE DUFOUR HOUSE, 70 FEET
 BK2610'SW OF A 36-INCH RED OAK TREE, 35 FEET N OF THE CENTER OF
 BK2610'STATE HIGHWAY 394, 12 FEET SE OF A WHITE REFERENCE POST AND
 BK2610'10 FEET E OF A FENCE.  IT IS STAMPED GOUDEAU 1941 AND SET
 BK2610'FLUSH WITH THE GROUND.
 BK2610'
 BK2610'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK2610'DISKS SET IN CONCRETE.
 BK2610'
 BK2610'REFERENCE MARK NO. 1 IS 29 FEET S OF THE CENTER OF THE HIGHWAY
 BK2610'AND 1 FOOT N OF A FENCE.  IT IS STAMPED GOUDEAU NO. 1 1941,
 BK2610'AND PROJECTS ABOUT 6 INCHES.
 BK2610'
 BK2610'REFERENCE MARK NO. 2 IS 29 FEET S OF THE CENTER OF THE HIGHWAY
 BK2610'AND 1 FOOT N OF A FENCE.  IT IS STAMPED GOUDEAU NO. 2 1941
 BK2610'AND PROJECTS ABOUT 6 INCHES.
 BK2610'
 BK2610'A TRAVERSE CONNECTION WAS MADE TO STATION 4522 (LA.GEOD.S).
 BK2610'
 BK2610'STATION 4520 (LA.GEOD.S.) WAS USED FOR THE AZIMUTH MARK.  IT
 BK2610'IS 25 FEET N OF THE CENTER OF STATE HIGHWAY 394, 2 FEET S
 BK2610'OF A FENCE AND 1 FOOT S OF A WHITE REFERENCE POST.  IT IS
 BK2610'A STANDARD STATE CONTROL SURVEY DISK, STAMPED 4520 LA. GEOD. S
 BK2610'SET IN A 6-INCH SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES.
 BK2610'
 BK2610'A 126-FOOT SIGNAL AT NUGENT IS VISIBLE AT 90 FEET.
 BK2610'
 BK2610'A 116-FOOT SIGNAL AT A 840 IS VISIBLE AT 64 FEET.
 BK2610'
 BK2610'A 116-FOOT SIGNAL AT 4508 IS VISIBLE AT 77 FEET.
 BK2610'
 BK2610'A 116-FOOT SIGNAL AT PLAUCHE IS VISIBLE AT 77 FEET.
 BK2610'
 BK2610'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BK2610
 BK2610                          STATION RECOVERY (1958)
 BK2610
 BK2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK2610'THE STATION WAS VISITED 7-2-58 AND THE STATION MARK, REFERENCE
 BK2610'MARKS NO. 1 AND NO. 2 AND 4522 (LA.GEOD.S.) MARK WERE ALL
 BK2610'FOUND IN GOOD CONDITION.  4520 (LA.GEOD.S.) MARK WHICH WAS
 BK2610'USED AS THE AZIMUTH MARK FOR THIS STATION HAS BEEN DESTROYED,
 BK2610'HOWEVER 4522 (LA.GEOD.S.) MARK CAN BE USED AS THE AZIMUTH MARK,
 BK2610'IT IS 569.48 FEET EAST-SOUTHEAST OF THE STATION.  A NEW
 BK2610'DESCRIPTION FOLLOWS--
 BK2610'
 BK2610'THE STATION IS LOCATED 0.85 MILE NORTHWEST ALONG STATE ROUTE
 BK2610'361 FROM THE POST OFFICE IN GOUDEAU ON PROPERTY OWNED BY MRS.
 BK2610'R. BONTAN, 124 FEET SOUTHWEST OF THE HOUSE, 41 FEET NORTH-NORTHEAST
 BK2610'OF THE CENTERLINE OF THE ROAD, 10.5 FEET EAST OF A FENCE LINE,
 BK2610'12.5 FEET SOUTHEAST OF A POWER POLE, 21 FEET NORTHEAST OF A
 BK2610'FENCE CORNER, 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BK2610'A HOUSE WITH GREEN SHINGLES, AND 69 FEET SOUTHWEST OF A
 BK2610'4-FOOT OAK TREE.  IT IS A STANDARD DISK, STAMPED GOUDEAU 1941,
 BK2610'FLUSH WITH THE GROUND.
 BK2610'
 BK2610'REFERENCE MARK NO. 1 IS 114.20 FEET SOUTHEAST OF THE STATION,
 BK2610'ACROSS THE ROAD FROM MRS. BONTANS HOUSE, 27.5 FEET SOUTH
 BK2610'OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTH OF THE
 BK2610'RIGHT-OF-WAY FENCELINE, 58 FEET WEST OF A TELEPHONE POLE,
 BK2610'76 FEET SOUTHWEST OF A POWER POLE, 17 FEET EAST OF A T FENCE
 BK2610'CORNER.  IT IS A STANDARD DISK, STAMPED GOUDEAU NO 1 1941,
 BK2610'FLUSH WITH THE GROUND.
 BK2610'
 BK2610'REFERENCE MARK NO. 2 IS 100.29 FEET SOUTHWEST OF THE STATION,
 BK2610'ON THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE WITH
 BK2610'GREEN SHINGLES.  IT IS 28.5 FEET SOUTH OF THE CENTERLINE
 BK2610'OF THE ROAD, 1 FOOT NORTH OF A FENCE LINE, 52.5 FEET SOUTHWEST
 BK2610'OF THE SOUTHWEST CORNER OF THE CATTLE GUARD TO THE DRIVEWAY
 BK2610'TO THE GREEN HOUSE.  IT IS A STANDARD DISK, STAMPED GOUDEAU
 BK2610'NO 2 1941, FLUSH WITH THE GROUND.
 BK2610'
 BK2610'A TRAVERSE CONNECTION WAS MADE TO 4522 (LA.GEOD.S.) IN 1941,
 BK2610'IT IS 569.48 FEET EAST-SOUTHEAST OF THE STATION.  IT IS AT
 BK2610'THE OUTSIDE OF THE FIRST CURVE EAST OF THE STATION, 40 FEET
 BK2610'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD IN THE CURVE, 15.5
 BK2610'FEET NORTH-NORTHEAST OF A FENCE CORNER, 31 FEET NORTHEAST
 BK2610'OF OF TELEPHONE POLE NO. 61, AND 70 PACES SOUTHWEST OF A LARGE
 BK2610'LONE OAK TREE IN THE PASTURE.  IT IS A STANDARD LOUISIANA
 BK2610'STATE SURVEY DISK, STAMPED 4522, SET IN THE TOP OF A 6-INCH
 BK2610'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 BK2610'
 BK2610'TO REACH THE STATION FROM THE POST OFFICE IN GOUDEAU GO NORTHWEST
 BK2610'ON STATE ROUTE 361 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 BK2610'LEFT (4522 LA.GEOD.S.), CONTINUE WEST FOR 0.1 MILE TO THE
 BK2610'STATION ON THE RIGHT.
 BK2610
 BK2610                          STATION RECOVERY (1959)
 BK2610
 BK2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK2610'THE STATION WAS VISITED 10-22-59 AND THE STATION MARK, REFERENCE
 BK2610'MARK NO. 1 AND NO. 2 AND LOUISIANA GEODETIC SURVEY MARK 4522
 BK2610'WERE FOUND IN GOOD CONDITION.  4520 (LA.GEOD.S.) USED AS THE
 BK2610'AZIMUTH MARK IN 1941 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 BK2610'
 BK2610'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF EVERGREEN,
 BK2610'6.5 MILES SOUTHWEST OF PLAUCHEVILLE AND 0.85 MILE NORTHWEST
 BK2610'ALONG STATE HIGHWAY 361 FROM THE GOUDEAU POST OFFICE AND
 BK2610'COTTON GIN IN GOUDEAU, IN THE SOUTHWEST CORNER OF THE FRONT
 BK2610'YARD OWNED BY LILLIE BONTON.  IT IS 124 FEET SOUTHWEST OF THE
 BK2610'SOUTHWEST CORNER OF MRS. BONTONS HOUSE, 41 FEET NORTH OF THE
 BK2610'CENTERLINE OF STATE HIGHWAY 361, 10.5 FEET EAST OF A FENCE
 BK2610'CORNER, 12.5 FEET SOUTHEAST OF A POWER POLE, 21 FEET NORTHEAST
 BK2610'OF A FENCE CORNER, 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BK2610'OF A SMALL HOUSE WITH GREEN SHINGLES ON THE SIDES, 69 FEET
 BK2610'SOUTHWEST OF A 4-FOOT OAK TREE, 21 FEET WEST OF THE CENTER
 BK2610'OF THE DRIVEWAY TO THE BONTON HOUSE, AND 1 FOOT NORTH OF A
 BK2610'METAL WITNESS POST BEARING A WHITE METAL SIGN.  IT IS A
 BK2610'STANDARD DISK, STAMPED GOUDEAU 1941, FLUSH WITH THE
 BK2610'GROUND.
 BK2610'
 BK2610'REFERENCE MARK NO. 1 IS 114.20 FEET SOUTHEAST OF THE STATION,
 BK2610'ACROSS THE HIGHWAY FROM THE BONTON HOUSE, 27.5 FEET SOUTH
 BK2610'OF THE CENTER OF THE HIGHWAY, 1.5 FEET NORTH OF A FENCE LINE,
 BK2610'58 FEET WEST OF A TELEPHONE POLE, 76 FEET SOUTHWEST OF A
 BK2610'POWER POLE, AND 17 FEET EAST OF A T FENCE CORNER.  IT IS A
 BK2610'STANDARD DISK, STAMPED GOUDEAU NO 1 1941, FLUSH WITH THE
 BK2610'GROUND AND 1 FOOT SOUTH OF A METAL WITNESS POST BEARING A WHITE
 BK2610'SIGN.
 BK2610'
 BK2610'REFERENCE MARK NO. 2 IS 100.29 FEET SOUTHWEST OF THE STATION
 BK2610'ON THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE WITH GREEN
 BK2610'SHINGLES NORTH OF THE ROAD, 28.5 FEET SOUTH OF THE CENTER OF
 BK2610'THE HIGHWAY, 1 FOOT NORTH OF A FENCE LINE, 52.5 FEET SOUTHWEST
 BK2610'OF THE SOUTH WEST CORNER OF A CATTLE GUARD, AND 1 FOOT SOUTH
 BK2610'OF A METAL WITNESS POST BEARING A WHITE METAL SIGN.  IT IS A
 BK2610'STANDARD DISK, STAMPED GOUDEAU NO 2 1941, FLUSH WITH THE
 BK2610'GROUND.
 BK2610'
 BK2610'LOUISIANA GEODETIC SURVEY MARK 4522 CAN BE USED AS THE AZIMUTH
 BK2610'MARK.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK IN 1941.
 BK2610'IT IS 0.15 MILE OR 569.48 FEET EAST-SOUTHEAST OF THE STATION
 BK2610'AT THE OUTSIDE OF THE FIRST CURVE IN THE ROAD EAST OF THE
 BK2610'STATION AND ON LAND OWNED BY HOWARD BALDRIDGE, 40 FEET SOUTH
 BK2610'OF THE CENTER OF THE HIGHWAY AT A CURVE, 13 FEET NORTH OF A
 BK2610'T FENCE CORNER, 31.5 FEET NORTHEAST OF TELEPHONE POLE NO. 61,
 BK2610'AND 1 FOOT SOUTH OF A METAL WITNESS POST BEARING A WHITE METAL
 BK2610'SIGN.  IT IS A STANDARD LOUISIANA STATE GEODETIC SURVEY DISK
 BK2610'STAMPED 4522 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 BK2610'PROJECTING 2 INCHES.
 BK2610'
 BK2610'TO REACH FROM THE POST OFFICE IN GOUDEAU GO NORTHWEST FOR
 BK2610'0.7 MILE TO LOUISIANA GEODETIC SURVEY MARK 4522, CONTINUE
 BK2610'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2879 ***********************************************************************
 AU2879  DESIGNATION -  GOZAN
 AU2879  PID         -  AU2879
 AU2879  STATE/COUNTY-  LA/ST CHARLES
 AU2879  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2879
 AU2879                         *CURRENT SURVEY CONTROL
 AU2879  ___________________________________________________________________
 AU2879* NAD 83(1992)-  29 51 59.48064(N)    090 24 23.99509(W)     ADJUSTED  
 AU2879* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AU2879  **This station is located in a subsidence area (see below).
 AU2879  ___________________________________________________________________
 AU2879  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2879  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AU2879
 AU2879  HORZ ORDER  -  FIRST
 AU2879
 AU2879.The horizontal coordinates were established by classical geodetic methods
 AU2879.and adjusted by the National Geodetic Survey in January 1993..
 AU2879
 AU2879 ** The orthometric height has not been validated since last determined
 AU2879 ** by differential leveling and should not be used for control purposes.
 AU2879 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2879 ** area with valid NAVD 88 orthometric heights.
 AU2879 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2879 ** epoch indicated which incorporates improved geoid heights for the
 AU2879 ** Southern Louisiana Subsidence area.
 AU2879 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2879
 AU2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2879
 AU2879.The geoid height was determined by GEOID03.
 AU2879
 AU2879;                    North         East     Units Scale Factor Converg.
 AU2879;SPC LA S     -   151,833.313 1,089,522.783   MT  0.99992848   +0 27 48.0
 AU2879;SPC LA S     -   498,139.79  3,574,542.66   sFT  0.99992848   +0 27 48.0
 AU2879;UTM  15      - 3,306,819.410   750,498.599   MT  1.00037428   +1 17 31.6
 AU2879
 AU2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2879!SPC LA S     -   1.00000390  x   0.99992848  =   0.99993238
 AU2879!UTM  15      -   1.00000390  x   1.00037428  =   1.00037819
 AU2879
 AU2879|---------------------------------------------------------------------|
 AU2879| PID    Reference Object                     Distance      Geod. Az  |
 AU2879|                                                           dddmmss.s |
 AU2879| DD7138 GOZAN RM 1                           43.562 METERS 02636     |
 AU2879| AU2871 GRAIN                               APPROX. 9.7 KM 0302312.7 |
 AU2879| DD7140 GOZAN RM 3                                         2783958.7 |
 AU2879| DD7139 GOZAN RM 2                           53.172 METERS 30549     |
 AU2879|---------------------------------------------------------------------|
 AU2879
 AU2879                          SUPERSEDED SURVEY CONTROL
 AU2879
 AU2879  NAD 83(1986)-  29 51 59.49763(N)    090 24 23.99575(W) AD(       ) 1
 AU2879  NAD 27      -  29 51 58.75185(N)    090 24 23.70158(W) AD(       ) 1
 AU2879  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AU2879
 AU2879.Superseded values are not recommended for survey control.
 AU2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2879.See file dsdata.txt to determine how the superseded data were derived.
 AU2879
 AU2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5049906819(NAD 83)
 AU2879_MARKER: DS = TRIANGULATION STATION DISK
 AU2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2879
 AU2879  HISTORY     - Date     Condition        Report By
 AU2879  HISTORY     - 1972     MONUMENTED       NGS
 AU2879
 AU2879                          STATION DESCRIPTION
 AU2879
 AU2879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2879'REFERENCE MARKS WERE MEASURED HOLDING 10 KGS. TENSION.
 AU2879'
 AU2879'THE STATION IS ABOUT 5 MILES NORTHEAST OF DES ALLEMANDS, 5-1/4 MILES
 AU2879'SOUTHEAST OF LULING, 1-3/4 MILES EAST-SOUTHEAST OF PARADIS AND ON
 AU2879'PROPERTY OWNED BY MR. GEORGE GOZAN.  PERMISSION TO BUILD THE
 AU2879'STATION WAS GRANTED BY MR. GEORGE GOZAN, ADDRESS--1610 ROBERT E.
 AU2879'LEE BOULEVARD, NEW ORLEANS, LA., PHONE NUMBER 283-5356.
 AU2879'
 AU2879'TO REACH THE STATION FROM THE POST OFFICE IN BOUTTE, GO SOUTHEAST ON
 AU2879'STATE HIGHWAY 52 FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 90,
 AU2879'CONTINUE SOUTHEAST ACROSS HIGHWAY 90 FOR 0.35 MILE TO A SIDE ROAD
 AU2879'RIGHT.  TURN RIGHT ON SURFACED AND GRAVELED ROAD AND GO WESTERLY
 AU2879'FOR 1.45 MILES TO A CATTLE GUARD, CONTINUE SOUTHWESTERLY ON THE
 AU2879'GRAVELED ROAD FOR 1.05 MILES TO A SHARP RIGHT TURN.  TURN RIGHT AND
 AU2879'GO WEST ON A SHELL ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 AU2879'CONTINUE AHEAD WEST ON THE SHELL ROAD FOR 0.15 MILE TO THE AZIMUTH
 AU2879'MARK ON THE LEFT.
 AU2879'
 AU2879'STATION MARKS ARE STANDARD DISKS STAMPED GOZAN 1972.  THE SURFACE
 AU2879'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2879'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 119 FEET SOUTH OF THE
 AU2879'APPROXIMATE CENTER OF THE SHELL ROAD, 28 FEET
 AU2879'NORTH-NORTHEAST OF A TRIANGLE BLAZED TREE, 26.5 FEET
 AU2879'WEST-NORTHWEST OF AN 8-INCH GUM TREE AND 19.5 FEET NORTH-NORTHWEST
 AU2879'OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN
 AU2879'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AU2879'
 AU2879'REFERENCE MARK 1, A STANDARD DISK STAMPED GOZAN NO 1 1972, IS SET IN
 AU2879'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 AU2879'INCHES ABOVE THE GROUND SURFACE.  IT IS 68.5 FEET WEST-NORTHWEST OF
 AU2879'A POWERLINE POLE, 10 FEET NORTH OF THE CENTER OF THE SHELL ROAD AND
 AU2879'1.5 FEET SOUTH OF A FENCE LINE.
 AU2879'
 AU2879'REFERENCE MARK 2, A STANDARD DISK STAMPED GOZAN NO 2 1972, IS SET IN
 AU2879'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2879'WITH THE GROUND SURFACE.  IT IS 15 FEET SOUTH OF THE CENTER OF THE
 AU2879'SHELL ROAD AND 1.5 FEET SOUTHEAST OF A POWERLINE POLE.
 AU2879'
 AU2879'REFERENCE MARK 3 (AZIMUTH MARK), A STANDARD DISK STAMPED GOZAN NO 3
 AU2879'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2879'THAT PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET
 AU2879'NORTHWEST OF A DOUBLE TRUNKED TREE, 7 FEET SOUTH OF THE CENTER OF
 AU2879'THE SHELL ROAD AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST.
 AU2879'
 AU2879'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3201 ***********************************************************************
 DH3201  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3201  DESIGNATION -  GPS ALI
 DH3201  PID         -  DH3201
 DH3201  STATE/COUNTY-  LA/PLAQUEMINES
 DH3201  USGS QUAD   -  PHOENIX (1973)
 DH3201
 DH3201                         *CURRENT SURVEY CONTROL
 DH3201  ___________________________________________________________________
 DH3201* NAD 83(1992)-  29 41 03.79374(N)    089 58 14.37237(W)     ADJUSTED  
 DH3201* NAVD 88     -         3.99 **(meters)      13.1  **(feet)  GPS OBS(2004.65)
 DH3201  **This station is located in a subsidence area (see below).
 DH3201  ___________________________________________________________________
 DH3201  X           -       2,839.910 (meters)                     COMP
 DH3201  Y           -  -5,545,646.810 (meters)                     COMP
 DH3201  Z           -   3,140,016.802 (meters)                     COMP
 DH3201  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DH3201  ELLIP HEIGHT-         -21.15  (meters)          (05/09/05) GPS OBS
 DH3201  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 DH3201
 DH3201  HORZ ORDER  -  B
 DH3201  ELLP ORDER  -  FOURTH    CLASS II
 DH3201
 DH3201.The horizontal coordinates were established by GPS observations
 DH3201.and adjusted by the National Geodetic Survey in May 2005..
 DH3201
 DH3201 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3201 ** and geoid heights are valid at the date of observation. These heights
 DH3201 ** must always be validated when used as control.
 DH3201 ** The orthometric height was determined by GPS observations using
 DH3201 ** precise GPS observation and processing techniques and a new
 DH3201 ** realization of GEOID03. It supersedes the leveled height previously
 DH3201 ** determined for this station.
 DH3201 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3201 ** epoch indicated which incorporates improved geoid heights for the
 DH3201 ** Southern Louisiana Subsidence area.
 DH3201 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3201.The orthometric height was determined by GPS observations and a
 DH3201.high-resolution geoid model using precise GPS observation and
 DH3201.processing techniques.
 DH3201
 DH3201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3201
 DH3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3201
 DH3201.The ellipsoidal height was determined by GPS observations
 DH3201.and is referenced to NAD 83.
 DH3201
 DH3201.The geoid height was determined by GEOID03.
 DH3201
 DH3201;                    North         East     Units Scale Factor Converg.
 DH3201;SPC LA S     -   132,067.390 1,131,882.523   MT  0.99994090   +0 40 52.9
 DH3201;SPC LA S     -   433,291.10  3,713,517.91   sFT  0.99994090   +0 40 52.9
 DH3201;UTM  16      - 3,287,506.539   212,518.447   MT  1.00061985   -1 28 19.7
 DH3201;UTM  15      - 3,287,653.997   793,163.116   MT  1.00066057   +1 30 04.6
 DH3201
 DH3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3201!SPC LA S     -   1.00000332  x   0.99994090  =   0.99994422
 DH3201!UTM  16      -   1.00000332  x   1.00061985  =   1.00062317
 DH3201!UTM  15      -   1.00000332  x   1.00066057  =   1.00066389
 DH3201
 DH3201                          SUPERSEDED SURVEY CONTROL
 DH3201
 DH3201.No superseded survey control is available for this station.
 DH3201
 DH3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1251887507(NAD 83)
 DH3201_MARKER: DD = SURVEY DISK
 DH3201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3201_STAMPING: GPS ALI 99
 DH3201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3201+STABILITY: SURFACE MOTION
 DH3201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3201+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 DH3201
 DH3201  HISTORY     - Date     Condition        Report By
 DH3201  HISTORY     - UNK      MONUMENTED       USACE
 DH3201  HISTORY     - 20050512 GOOD             3001
 DH3201
 DH3201                          STATION DESCRIPTION
 DH3201
 DH3201'DESCRIBED BY 3001, INC 2005 (KC)
 DH3201'THE STATION LOCATED IN CONOCO/PHILLIPS REFINERY 11.9 MILES SOUTH  OF
 DH3201'THE TOWN OF LAFITTE,  7.5 MILES SOUTH SOUTHEAST OF THE TOWN OF
 DH3201'OAKVILLE.
 DH3201' 
 DH3201'OWNERSHIP- COE
 DH3201' 
 DH3201'TO REACH THE STATION FROM THE INTERSECTION OF HWY 23 AND BELLE CHASSE
 DH3201'FERRY ROAD GO  SOUTH ON HWY 23 FOR 13 MILES TO BIG WHITE STORAGE TANKS
 DH3201'ON LEFT AND A GRAVEL RAOD JUST NORTH OF A  CHAINLINK FENCE AROUND
 DH3201'CONOCO AND PHILLIPS PERTOLEUM PLANT. TURN LEFT AND GO TO GAURD GATE
 DH3201'GETTING  PERMISSION TO PROCEED TO THE  ROCK DOCK AND STATION AT THE
 DH3201'TOP OF THE CONCRETE SLOPE OF LEVEE. STATION IS 9MILES  ALONG LEVEE
 DH3201'FROM THE GUARD HOUSE.
 DH3201' 
 DH3201'THE STATION IS 14.5' EAST OF THE CENTRLINE OF LEVEE, 95' NORTH OF THE
 DH3201'EDGE OF A OVERHEAD  PIPE RACK,64' NORTH OF A  SMALL GAURD HOUSE ON THE
 DH3201'FLOOD SIDE OF LEVEE. STATION IS AT THE TOP EDGE OF CONCRETE ON  SLOPE
 DH3201'OF LEVEE. STATION IS A  COE BRASS CAP SET FLUSH WITH SURFACE AND
 DH3201'STAMPED GPS ALLI 99
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0967 ***********************************************************************
 AT0967  DESIGNATION -  GRACE POINT 2
 AT0967  PID         -  AT0967
 AT0967  STATE/COUNTY-  LA/ST BERNARD
 AT0967  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0967
 AT0967                         *CURRENT SURVEY CONTROL
 AT0967  ___________________________________________________________________
 AT0967* NAD 83(1992)-  29 40 58.31509(N)    089 23 18.89391(W)     ADJUSTED  
 AT0967* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0967  ___________________________________________________________________
 AT0967  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AT0967  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AT0967
 AT0967  HORZ ORDER  -  THIRD
 AT0967
 AT0967.The horizontal coordinates were established by classical geodetic methods
 AT0967.and adjusted by the National Geodetic Survey in May 1994..
 AT0967
 AT0967.The orthometric height was scaled from a topographic map.
 AT0967
 AT0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0967
 AT0967.The geoid height was determined by GEOID03.
 AT0967
 AT0967;                    North         East     Units Scale Factor Converg.
 AT0967;SPC LA S     -   132,711.729 1,188,215.471   MT  0.99994105   +0 58 20.6
 AT0967;SPC LA S     -   435,405.06  3,898,336.92   sFT  0.99994105   +0 58 20.6
 AT0967;UTM  16      - 3,286,031.790   268,863.505   MT  1.00025922   -1 11 00.1
 AT0967
 AT0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0967!SPC LA S     -   1.00000396  x   0.99994105  =   0.99994501
 AT0967!UTM  16      -   1.00000396  x   1.00025922  =   1.00026318
 AT0967
 AT0967|---------------------------------------------------------------------|
 AT0967| PID    Reference Object                     Distance      Geod. Az  |
 AT0967|                                                           dddmmss.s |
 AT0967| DD7142 GRACE POINT 2 RM 2                   27.264 METERS 02043     |
 AT0967| DD7141 GRACE POINT 2 RM 1                   19.015 METERS 14354     |
 AT0967| AT0968 GARDNER POINT 2                     APPROX. 5.8 KM 2372006.6 |
 AT0967|---------------------------------------------------------------------|
 AT0967
 AT0967                          SUPERSEDED SURVEY CONTROL
 AT0967
 AT0967  NAD 83(1992)-  29 40 58.31640(N)    089 23 18.89286(W) AD(       ) 3
 AT0967  NAD 83(1986)-  29 40 58.32191(N)    089 23 18.89608(W) AD(       ) 3
 AT0967  NAD 27      -  29 40 57.57900(N)    089 23 18.70700(W) AD(       ) 3
 AT0967
 AT0967.Superseded values are not recommended for survey control.
 AT0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0967.See file dsdata.txt to determine how the superseded data were derived.
 AT0967
 AT0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6886486032(NAD 83)
 AT0967_MARKER: DS = TRIANGULATION STATION DISK
 AT0967_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0967_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0967
 AT0967  HISTORY     - Date     Condition        Report By
 AT0967  HISTORY     - 1952     MONUMENTED       CGS
 AT0967
 AT0967                          STATION DESCRIPTION
 AT0967
 AT0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0967'ON THE NW SHORE OF BRETON SOUND, 1/2 MILE S OF GARDNER ISLAND ON
 AT0967'GRACE POINT.
 AT0967'
 AT0967'STATION MARK IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH
 AT0967'TILE WHICH IS
 AT0967'FASTENED TO THE UPPER END OF A WOODEN 2X4X8 DRIVEN INTO
 AT0967'THE MARSH, STAMPED GRACE PT 2
 AT0967'1952.  IT IS 4 FEET 3 OF A WHITE 4-BY
 AT0967'4-INCH WITNESS POST PROJECTING 4 FEET.  MONUMENT
 AT0967'PROJECTS
 AT0967'APPROXIMATELY 10 INCHES.
 AT0967'
 AT0967'R.M. 1 IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH TILE
 AT0967'WHICH IS FASTENED
 AT0967'TO THE UPPER END OF A WOODEN 2X4X8 DRIVEN INTO THE
 AT0967'MARSH.  IT IS STAMPED GRACE PT 2 NO
 AT0967'1 1952 AND PROJECTS 10 INCHES.
 AT0967'
 AT0967'R.M. 2 IS A STANDARD DISK SET IN CONCRETE AT CENTER OF A 6-INCH TILE
 AT0967'WHICH IS FASTENED
 AT0967'TO THE UPPER END OF A WOODEN 2X4X8 DRIVEN INTO THE
 AT0967'MARSH.  IT IS STAMPED GRACE PT 2 NO
 AT0967'2 1952 AND PROJECTS 12 INCHES.
 AT0967'
 AT0967'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4699 ***********************************************************************
 BJ4699  DESIGNATION -  GRADY
 BJ4699  PID         -  BJ4699
 BJ4699  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4699  USGS QUAD   -  JACKSON (1994)
 BJ4699
 BJ4699                         *CURRENT SURVEY CONTROL
 BJ4699  ___________________________________________________________________
 BJ4699* NAD 83(1992)-  30 46 25.27058(N)    091 09 27.59067(W)     ADJUSTED  
 BJ4699* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 BJ4699  ___________________________________________________________________
 BJ4699  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4699  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4699
 BJ4699  HORZ ORDER  -  SECOND
 BJ4699
 BJ4699.The horizontal coordinates were established by classical geodetic methods
 BJ4699.and adjusted by the National Geodetic Survey in May 1994..
 BJ4699
 BJ4699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4699
 BJ4699.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4699
 BJ4699.The geoid height was determined by GEOID03.
 BJ4699
 BJ4699;                    North         East     Units Scale Factor Converg.
 BJ4699;SPC LA S     -   252,045.608 1,016,816.925   MT  1.00001650   +0 05 16.2
 BJ4699;SPC LA S     -   826,919.63  3,336,006.86   sFT  1.00001650   +0 05 16.2
 BJ4699;UTM  15      - 3,405,971.756   676,309.133   MT  0.99998347   +0 56 34.3
 BJ4699
 BJ4699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4699!SPC LA S     -   0.99999595  x   1.00001650  =   1.00001245
 BJ4699!UTM  15      -   0.99999595  x   0.99998347  =   0.99997942
 BJ4699
 BJ4699|---------------------------------------------------------------------|
 BJ4699| PID    Reference Object                     Distance      Geod. Az  |
 BJ4699|                                                           dddmmss.s |
 BJ4699| BJ4698 GRADY LDH 1970 POINT A               18.178 METERS 01448     |
 BJ4699| CW1416 GRADY RM 3                                         0532900.4 |
 BJ4699| CW1412 GRADY AZ MK                                        0532917.4 |
 BJ4699| CW1414 GRADY RM 1                           15.913 METERS 06958     |
 BJ4699| CW1415 GRADY RM 2                           10.254 METERS 19950     |
 BJ4699| CW1413 GRADY AZ MK 2                                      3260827.6 |
 BJ4699|---------------------------------------------------------------------|
 BJ4699
 BJ4699                          SUPERSEDED SURVEY CONTROL
 BJ4699
 BJ4699  NAD 83(1992)-  30 46 25.27166(N)    091 09 27.59097(W) AD(       ) 2
 BJ4699  NAD 83(1986)-  30 46 25.28750(N)    091 09 27.58637(W) AD(       ) 2
 BJ4699  NAD 27      -  30 46 24.62936(N)    091 09 27.20024(W) AD(       ) 2
 BJ4699  NGVD 29 (07/19/86)   53.1    (m)          174.     (f) VERT ANG       
 BJ4699
 BJ4699.Superseded values are not recommended for survey control.
 BJ4699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4699.See file dsdata.txt to determine how the superseded data were derived.
 BJ4699
 BJ4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7630905972(NAD 83)
 BJ4699_MARKER: DD = SURVEY DISK
 BJ4699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4699
 BJ4699  HISTORY     - Date     Condition        Report By
 BJ4699  HISTORY     - 1970     MONUMENTED       LADH
 BJ4699  HISTORY     - 1973     GOOD             NGS
 BJ4699
 BJ4699                          STATION DESCRIPTION
 BJ4699
 BJ4699'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4699'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF ETHEL, 5 MILES
 BJ4699'SOUTHEAST OF JACKSON AND 10.5 MILES SOUTHWEST OF CLINTON IN THE
 BJ4699'SOUTHWEST QUARTER OF SECTION 41, T3S-R1E, AND ON THE PROPERTY OWNED
 BJ4699'BY GRADY RANCH.
 BJ4699'
 BJ4699'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ETHEL, DRIVE
 BJ4699'SOUTHWEST ALONG STATE HIGHWAY 955 FOR 2 MILES TO THE STATION WHICH
 BJ4699'IS ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR A FIELD ROAD AND A
 BJ4699'LARGE PECAN TREE.
 BJ4699'
 BJ4699'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 BJ4699'STATE HIGHWAY 955 FOR 0.45 MILE TO THE MARK WHICH IS ON THE RIGHT
 BJ4699'AND SOUTHEAST OF THE HIGHWAY NEAR A FENCE.
 BJ4699'
 BJ4699'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTHWEST ALONG A
 BJ4699'FIELD ROAD FOR 0.35 MILE TO THE MARK WHICH IS ON THE RIGHT AND WEST
 BJ4699'OF THE ROAD NEAR A FENCE AND POWER POLE.
 BJ4699'
 BJ4699'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4699'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4699'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4699'STAMPED GRADY 1970.  IT IS 62 FEET NORTH OF THE CENTER OF STATE
 BJ4699'HIGHWAY 955, 22 FEET WEST OF THE CENTER OF A FIELD ROAD, 21 FEET
 BJ4699'SOUTHWEST OF A GATE POST, 19 FEET NORTH-NORTHWEST OF A FENCE, 9 FEET
 BJ4699'SOUTH-SOUTHEAST OF A 36 INCH PECAN TREE AND 2 FEET SOUTHEAST OF A
 BJ4699'METAL WITNESS POST.
 BJ4699'
 BJ4699'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4699'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4699'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4699'STAMPED GRADY RM 1 1970.  IT IS 44 FEET NORTH-NORTHEAST OF THE
 BJ4699'CENTER OF STATE HIGHWAY 955, 31 FEET EAST OF THE CENTER OF A
 BJ4699'FIELD ROAD, 7 FEET NORTH-NORTHEAST OF A 36 INCH PECAN TREE, 2
 BJ4699'FEET NORTH-NORTHWEST OF A FENCE AND 53 FEET EAST-NORTHEAST OF A
 BJ4699'METAL WITNESS POST.
 BJ4699'
 BJ4699'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4699'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4699'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4699'STAMPED GRADY RM 2 1970.  IT IS 48 FEET WEST OF THE CENTER OF A
 BJ4699'FIELD ROAD, 44 FEET NORTH OF THE CENTER OF STATE HIGHWAY 955, 36
 BJ4699'FEET SOUTHEAST OF A 36 INCH PECAN TREE, 2 FEET NORTH-NORTHWEST OF
 BJ4699'A FENCE AND 35 FEET SOUTH OF THE METAL WITNESS POST AT THE STATION.
 BJ4699'
 BJ4699'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4699'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4699'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS STAMPED
 BJ4699'GRADY AZ MK 1970.  IT IS APPROXIMATELY 200 FEET SOUTH-SOUTHWEST
 BJ4699'OF THE SOUTH END OF A CULVERT, 200 FEET NORTHEAST OF THE CENTER OF
 BJ4699'A FIELD ROAD, 38 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 BJ4699'955, 3 FEET NORTHWEST OF A FENCE AND 2 FEET NORTH-NORTHEAST OF A
 BJ4699'METAL WITNESS POST.
 BJ4699'
 BJ4699'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4699'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4699'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4699'GRADY AZ MK 2 1970.  IT IS APPROXIMATELY 300 FEET SOUTH OF A SOY BEAN
 BJ4699'SILO, 91 FEET EAST OF A POWER POLE, 55 FEET NORTH OF THE CENTER OF A
 BJ4699'FIELD ROAD, 2 FEET WEST OF A FENCE AND 2 FEET NORTH OF A METAL
 BJ4699'WITNESS POST.
 BJ4699'
 BJ4699'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4699
 BJ4699                          STATION RECOVERY (1973)
 BJ4699
 BJ4699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 BJ4699'THE STATION WAS VISITED 5-15-73 AND THE STATION MARK, REFERENCE MARK
 BJ4699'NO. 1 AND NO. 2, THE AZIMUTH MARK AND AZIMUTH MARK NO. 2 WERE FOUND
 BJ4699'IN GOOD CONDITION.  THE 1970 DESCRIPTION FOR THE STATION IS ADEQUATE.
 BJ4699'THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE DUE TO THE
 BJ4699'CONSTRUCTION OF A DRIVEWAY TO MR. ANDERSON HAWKINS HOUSE.  THE
 BJ4699'AZIMUTH MARK WAS DESTROYED AND THE DISK RECLAIMED AFTER A NEW MARK
 BJ4699'REFERENCE MARK NO. 3 WAS ESTABLISHED.  A DESCRIPTION FOR REFERENCE
 BJ4699'MARK NO. 3 FOLLOWS--
 BJ4699'
 BJ4699'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.45 MILE NORTHEAST OF THE
 BJ4699'STATION, 39 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 955, 2
 BJ4699'FEET NORTHWEST OF A FENCE, 17 FEET NORTHEAST OF THE CENTER OF A
 BJ4699'DRIVEWAY, 3 FEET NORTHEAST OF THE CENTER OF A POWER LINE CROSSING
 BJ4699'THE HIGHWAY, 112 FEET NORTHWEST OF A POWER POLE, 141 FEET NORTH OF
 BJ4699'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE AND 52 FEET SOUTHWEST
 BJ4699'OF THE PROJECTED PLANE OF THE SOUTHWEST WALL OF THE HOUSE.  IT IS A
 BJ4699'REFERENCE MARK DISK STAMPED GRADY 1970 NO. 3 1973, FLUSH WITH THE
 BJ4699'GROUND.
 BJ4699'
 BJ4699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES SW OF
 BJ4699'ETHEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1360 ***********************************************************************
 BJ1360  DESIGNATION -  GRAHAM
 BJ1360  PID         -  BJ1360
 BJ1360  STATE/COUNTY-  LA/ORLEANS
 BJ1360  USGS QUAD   -  SPANISH FORT (1992)
 BJ1360
 BJ1360                         *CURRENT SURVEY CONTROL
 BJ1360  ___________________________________________________________________
 BJ1360* NAD 83(1992)-  30 01 55.16918(N)    090 04 36.15917(W)     ADJUSTED  
 BJ1360* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1360  **This station is located in a subsidence area (see below).
 BJ1360  ___________________________________________________________________
 BJ1360  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ1360  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ1360  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 BJ1360  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BJ1360
 BJ1360  HORZ ORDER  -  SECOND
 BJ1360  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1360
 BJ1360.The horizontal coordinates were established by classical geodetic methods
 BJ1360.and adjusted by the National Geodetic Survey in May 1994..
 BJ1360
 BJ1360 ** The orthometric height has not been validated since last determined
 BJ1360 ** by differential leveling and should not be used for control purposes.
 BJ1360 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1360 ** area with valid NAVD 88 orthometric heights.
 BJ1360 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1360 ** epoch indicated which incorporates improved geoid heights for the
 BJ1360 ** Southern Louisiana Subsidence area.
 BJ1360 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1360.The orthometric height was scaled from a topographic map.
 BJ1360.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1360
 BJ1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1360
 BJ1360.The geoid height was determined by GEOID03.
 BJ1360
 BJ1360.The dynamic height is computed by dividing the NAVD 88
 BJ1360.geopotential number by the normal gravity value computed on the
 BJ1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1360.degrees latitude (g = 980.6199 gals.).
 BJ1360
 BJ1360.The modeled gravity was interpolated from observed gravity values.
 BJ1360
 BJ1360;                    North         East     Units Scale Factor Converg.
 BJ1360;SPC LA S     -   170,477.037 1,121,196.506   MT  0.99992589   +0 37 42.0
 BJ1360;SPC LA S     -   559,306.75  3,678,458.87   sFT  0.99992589   +0 37 42.0
 BJ1360;UTM  15      - 3,325,931.626   781,915.472   MT  1.00058067   +1 27 50.5
 BJ1360;UTM  16      - 3,326,319.892   203,281.907   MT  1.00068638   -1 32 27.5
 BJ1360
 BJ1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1360!SPC LA S     -   1.00000380  x   0.99992589  =   0.99992969
 BJ1360!UTM  15      -   1.00000380  x   1.00058067  =   1.00058447
 BJ1360!UTM  16      -   1.00000380  x   1.00068638  =   1.00069019
 BJ1360
 BJ1360:                Primary Azimuth Mark                     Grid Az
 BJ1360:SPC LA S     -  LONDON                                   146 38 39.9
 BJ1360:UTM  15      -  LONDON                                   145 48 31.4
 BJ1360:UTM  16      -  LONDON                                   148 48 49.4
 BJ1360
 BJ1360|---------------------------------------------------------------------|
 BJ1360| PID    Reference Object                     Distance      Geod. Az  |
 BJ1360|                                                           dddmmss.s |
 BJ1360| BJ4241 LONDON                              APPROX. 1.1 KM 1471621.9 |
 BJ1360| BJ1358 FORD                                433.023 METERS 2254044.6 |
 BJ1360| BJ1359 GRAHAM RM                            25.325 METERS 27213     |
 BJ1360|---------------------------------------------------------------------|
 BJ1360
 BJ1360                          SUPERSEDED SURVEY CONTROL
 BJ1360
 BJ1360  NAD 83(1992)-  30 01 55.16923(N)    090 04 36.15904(W) AD(       ) 2
 BJ1360  NAD 83(1986)-  30 01 55.18421(N)    090 04 36.15764(W) AD(       ) 2
 BJ1360  NAD 27      -  30 01 54.45755(N)    090 04 35.89864(W) AD(       ) 2
 BJ1360  NAVD 88 (02/14/94)    2.036  (m)            6.68   (f) UNKNOWN     1 2
 BJ1360  NGVD 29 (05/21/91)    2.095  (m)            6.87   (f) ADJUSTED    1 2
 BJ1360
 BJ1360.Superseded values are not recommended for survey control.
 BJ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1360.See file dsdata.txt to determine how the superseded data were derived.
 BJ1360
 BJ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8191525932(NAD 83)
 BJ1360_MARKER: DS = TRIANGULATION STATION DISK
 BJ1360_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1360_SP_SET: RETAINING WALL
 BJ1360_STAMPING: GRAHAM 1931
 BJ1360_MARK LOGO: CGS   
 BJ1360_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1360+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 BJ1360
 BJ1360  HISTORY     - Date     Condition        Report By
 BJ1360  HISTORY     - 1931     MONUMENTED       CGS
 BJ1360  HISTORY     - 1935     GOOD             LAGS
 BJ1360  HISTORY     - 1946     GOOD             CGS
 BJ1360  HISTORY     - 1953     GOOD             CGS
 BJ1360  HISTORY     - 1954     GOOD             CGS
 BJ1360  HISTORY     - 1963     GOOD             CGS
 BJ1360  HISTORY     - 1972     GOOD             NGS
 BJ1360  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 BJ1360  HISTORY     - 1985     GOOD             USPSQD
 BJ1360  HISTORY     - 1985     GOOD             NGS
 BJ1360  HISTORY     - 1988     GOOD             USPSQD
 BJ1360  HISTORY     - 1990     GOOD             USPSQD
 BJ1360  HISTORY     - 19901103 GOOD             NGS
 BJ1360  HISTORY     - 19941115 GOOD             NGS
 BJ1360  HISTORY     - 20040922 GOOD             LADTD
 BJ1360
 BJ1360                          STATION DESCRIPTION
 BJ1360
 BJ1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLS)
 BJ1360'ON THE LAKE PONTCHARTRAIN SEA-WALL IN ZONE 3, WHICH LIES
 BJ1360'BETWEEN THE LONDON AVENUE CANAL AND BAYOU ST. JOHN, AND IN THE
 BJ1360'27TH BAY COUNTING FROM THE LONDON AVENUE CANAL.
 BJ1360'
 BJ1360'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH
 BJ1360'WITH THE TOP SURFACE OF THE TOP COPING.
 BJ1360'
 BJ1360'THE REFERENCE MARK, A STANDARD BRONZE DISK SET FLUSH WITH THE
 BJ1360'TOP SURFACE OF THE TOP COPING, IS 25.325 METERS (80.09 FEET)
 BJ1360'FROM THE STATION N 87 DEG 47 MIN W.
 BJ1360
 BJ1360                          STATION RECOVERY (1935)
 BJ1360
 BJ1360'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1360'RECOVERED AS DESCRIBED.
 BJ1360
 BJ1360                          STATION RECOVERY (1946)
 BJ1360
 BJ1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ1360'RECOVERED IN EXCELLENT CONDITION AS DESCRIBED.  DESCRIPTION
 BJ1360'ADEQUATE.  STATION IS APPROXIMATELY 8 MILES NE OF NEW ORLEANS.
 BJ1360
 BJ1360                          STATION RECOVERY (1953)
 BJ1360
 BJ1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1360'STATION AND REFERENCE MARK WERE RECOVERED.  THE STATION MARK
 BJ1360'HAD BEEN BATTERED, AND THE STAMPING WAS NOT LEGIBLE.  THE
 BJ1360'REFERENCE MARK WAS FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BJ1360'FOLLOWS--
 BJ1360'
 BJ1360'STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEAWALL, BETWEEN
 BJ1360'BAYOU ST. JOHN AND THE PONTCHARTRAIN BEACH AMUSEMENT PARK.
 BJ1360'IT IS A STANDARD BRONZE DISK, STAMPING NOT LEGIBLE AND CEMENTED
 BJ1360'IN A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL.
 BJ1360'
 BJ1360'THE REFERENCE MARK IS A STANDARD BRONZE DISK, STAMPED GRAHAM
 BJ1360'1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 BJ1360'SEAWALL.
 BJ1360'
 BJ1360'TO REACH THE STATION FROM THE E END OF THE BRIDGE ACROSS
 BJ1360'BAYOU ST. JOHN, GO NE ON LAKESHORE DRIVE FOR 0.5 MI. TO THE
 BJ1360'STATION ON THE LEFT AS DESCRIBED.
 BJ1360
 BJ1360                          STATION RECOVERY (1954)
 BJ1360
 BJ1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1360'THE 1953 DESCRIPTION BY R.L.E. IS ADEQUATE.
 BJ1360
 BJ1360                          STATION RECOVERY (1963)
 BJ1360
 BJ1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1360'IN NEW ORLEANS.
 BJ1360'AT NEW ORLEANS, ABOUT 0.45 MILE NORTHEAST ALONG LAKE TERRACE DRIVE
 BJ1360'FROM THE EAST END OF THE LAKESHORE DRIVE BRIDGE OVER ST. JOHNS BAYOU,
 BJ1360'ABOUT 0.1 MILE SOUTHWEST ALONG LAKE TERRACE DRIVE FROM THE JUNCTION OF
 BJ1360'LAKESHORE DRIVE, SET IN THE TOP OF THE CONCRETE SEA WALL ALONG SHORE
 BJ1360'OF LAKE PONTCHARTRAIN, 36 1/2 FEET NORTH OF THE NORTH CURB OF THE
 BJ1360'DRIVE, 74 1/2 FEET NORTHWEST OF LAMP POST 147 AND ABOUT 1 FOOT ABOVE
 BJ1360'THE LEVEL OF THE DRIVE.
 BJ1360
 BJ1360                          STATION RECOVERY (1972)
 BJ1360
 BJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ1360'THE STATION MARK, AND THE REFERENCE MARK WERE RECOVERED IN
 BJ1360'GOOD CONDITION AS DESCRIBED IN 1953.  THE STATION WAS NOT
 BJ1360'OCCUPIED AT THE PRESENT TIME, AS IT WAS USED FOR A TIE TO
 BJ1360'STATION BIENVILLE, ONLY.  A GEODIMETER TRAVERSE WAS MADE FROM
 BJ1360'BIENVILLE TO GRAHAM 1931, DISTANCE BEING 1236.130 METERS OR
 BJ1360'(4055.54 FEET).
 BJ1360'
 BJ1360'THE DISTANCE TO THE REFERENCE MARK IS 25.319 METERS OR 83.06
 BJ1360'FEET.
 BJ1360
 BJ1360                          STATION RECOVERY (1984)
 BJ1360
 BJ1360'RECOVERY NOTE BY US POWER SQUADRON 1984 (SAB)
 BJ1360'GRAHAM NAME DEFACED.
 BJ1360'
 BJ1360'NO. 7 - SEE SPANISH FORT, LA 1953 EDITION OF MAP OF LAKE
 BJ1360'PONTCHARTRAIN AREA LOCATED NEAR MOUTH OF LONDON OUTFALL CANAL ON
 BJ1360'EASE SIDE OF BAYOU ST JOHN.
 BJ1360'
 BJ1360'THIS MARKER IS DIFFERENT AND MARKED GRAHAM INSTEAD OF (STATION MARK)
 BJ1360'LIKE THE OTHERS.
 BJ1360
 BJ1360                          STATION RECOVERY (1985)
 BJ1360
 BJ1360'RECOVERY NOTE BY US POWER SQUADRON 1985 (PHL)
 BJ1360'RECOVERED IN GOOD CONDITION.
 BJ1360
 BJ1360                          STATION RECOVERY (1985)
 BJ1360
 BJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1360'RECOVERED IN GOOD CONDITION.
 BJ1360
 BJ1360                          STATION RECOVERY (1988)
 BJ1360
 BJ1360'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 BJ1360'RECOVERED IN GOOD CONDITION.
 BJ1360
 BJ1360                          STATION RECOVERY (1990)
 BJ1360
 BJ1360'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLR)
 BJ1360'RECOVERED IN GOOD CONDITION.
 BJ1360
 BJ1360                          STATION RECOVERY (1990)
 BJ1360
 BJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1360'0.2 KM (0.1 MI) NORTHWESTERLY ALONG LAKE TERRACE DRIVE FROM THE
 BJ1360'JUNCTION OF LAKESHORE DRIVE IN NEW ORLEANS, IN A CONCRETE RETAINING
 BJ1360'WALL ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 25.9 M (85.0 FT)
 BJ1360'NORTHWEST OF UTILITY LIGHT POLE NUMBER 136, 25.7 M (84.3 FT) EAST OF
 BJ1360'A UTILITY LIGHT POLE, 25.3 M (83.0 FT) EAST OF GRAHAM RM, 17.1 M
 BJ1360'(56.1 FT) NORTH OF THE CENTER OF THE DRIVE, AND 0.3 M (1.0 FT) ABOVE
 BJ1360'THE LEVEL OF THE DRIVE.
 BJ1360
 BJ1360                          STATION RECOVERY (1994)
 BJ1360
 BJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1360'0.2 KM (0.10 MI) NORTHWESTERLY ALONG LAKE TERRACE DRIVE FROM THE
 BJ1360'JUNCTION OF LAKESHORE DRIVE IN NEW ORLEANS, IN A CONCRETE RETAINING
 BJ1360'WALL ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 25.4 M (83.3 FT)
 BJ1360'EAST OF GRAHAM REFERENCE MARK, 22.5 M (73.8 FT) NORTHWEST OF UTILITY
 BJ1360'LIGHT POLE NUMBER LB 136, 17.1 M (56.1 FT) NORTH OF THE CENTER OF THE
 BJ1360'DRIVE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 BJ1360
 BJ1360                          STATION RECOVERY (2004)
 BJ1360
 BJ1360'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2871 ***********************************************************************
 AU2871  DESIGNATION -  GRAIN
 AU2871  PID         -  AU2871
 AU2871  STATE/COUNTY-  LA/ST CHARLES
 AU2871  USGS QUAD   -  LULING (1992)
 AU2871
 AU2871                         *CURRENT SURVEY CONTROL
 AU2871  ___________________________________________________________________
 AU2871* NAD 83(1992)-  29 56 31.02474(N)    090 21 21.14173(W)     ADJUSTED  
 AU2871* NAVD 88     -        75.1  **(meters)     246.   **(feet)  VERTCON   
 AU2871  **This station is located in a subsidence area (see below).
 AU2871  ___________________________________________________________________
 AU2871  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU2871  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2871
 AU2871  HORZ ORDER  -  FIRST
 AU2871
 AU2871.The horizontal coordinates were established by classical geodetic methods
 AU2871.and adjusted by the National Geodetic Survey in January 1993..
 AU2871
 AU2871 ** The orthometric height has not been validated since last determined
 AU2871 ** by differential leveling and should not be used for control purposes.
 AU2871 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2871 ** area with valid NAVD 88 orthometric heights.
 AU2871 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2871 ** epoch indicated which incorporates improved geoid heights for the
 AU2871 ** Southern Louisiana Subsidence area.
 AU2871 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2871.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2871
 AU2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2871
 AU2871.The geoid height was determined by GEOID03.
 AU2871
 AU2871;                    North         East     Units Scale Factor Converg.
 AU2871;SPC LA S     -   160,234.528 1,094,358.279   MT  0.99992627   +0 29 19.5
 AU2871;SPC LA S     -   525,702.78  3,590,407.12   sFT  0.99992627   +0 29 19.5
 AU2871;UTM  15      - 3,315,293.718   755,214.032   MT  1.00040369   +1 19 13.6
 AU2871
 AU2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2871!SPC LA S     -   0.99999229  x   0.99992627  =   0.99991856
 AU2871!UTM  15      -   0.99999229  x   1.00040369  =   1.00039598
 AU2871
 AU2871|---------------------------------------------------------------------|
 AU2871| PID    Reference Object                     Distance      Geod. Az  |
 AU2871|                                                           dddmmss.s |
 AU2871| DD7144 GRAIN RP 2                           14.296 METERS 01108     |
 AU2871| DD7143 GRAIN RM 1                           10.580 METERS 12503     |
 AU2871| AU2898 LULING 2 RESET                      APPROX. 4.5 KM 2871016.4 |
 AU2871|---------------------------------------------------------------------|
 AU2871
 AU2871                          SUPERSEDED SURVEY CONTROL
 AU2871
 AU2871  NAD 83(1986)-  29 56 31.04134(N)    090 21 21.14177(W) AD(       ) 1
 AU2871  NAD 27      -  29 56 30.30367(N)    090 21 20.85343(W) AD(       ) 1
 AU2871  NGVD 29 (07/19/86)   75.2    (m)          247.     (f) VERT ANG       
 AU2871
 AU2871.Superseded values are not recommended for survey control.
 AU2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2871.See file dsdata.txt to determine how the superseded data were derived.
 AU2871
 AU2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5521415294(NAD 83)
 AU2871_MARKER: DS = TRIANGULATION STATION DISK
 AU2871_SETTING: 0 = UNSPECIFIED SETTING
 AU2871
 AU2871  HISTORY     - Date     Condition        Report By
 AU2871  HISTORY     - 1972     MONUMENTED       NGS
 AU2871  HISTORY     - 1974     GOOD             NGS
 AU2871
 AU2871                          STATION DESCRIPTION
 AU2871
 AU2871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2871'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 AU2871'
 AU2871'NO AZIMUTH MARK ESTABLISHED AT THIS DATE.
 AU2871'
 AU2871'THE STATION IS ABOUT 17 MILES WEST OF DOWNTOWN NEW ORLEANS, 7 MILES
 AU2871'SOUTHEAST OF NORCO, 4 MILES SOUTHEAST OF GOOD HOPE, 0.2 MILE NORTH
 AU2871'OF THE LULING-DESTREHAN FREE FERRY, ON THE ROOF OF THE ST. CHARLES
 AU2871'GRAIN ELEVATOR.  PERMISSION OBTAINED FROM MR. R.M. EDGEWORTH, PLANT
 AU2871'MANAGER, WHO HAS HIS OFFICE JUST WEST OF THE GRAIN ELEVATOR,
 AU2871'TELEPHONE NUMBER 721-6233.
 AU2871'
 AU2871'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 AND STATE
 AU2871'HIGHWAY 627 IN GOOD HOPE, GO SOUTHEAST ON STATE HIGHWAY 48 FOR 5.0
 AU2871'MILES TO THE ENTRANCE TO THE GRAIN ELEVATOR AND THE STATION ON THE
 AU2871'LEFT.
 AU2871'
 AU2871'STATION MARK, A STANDARD DISK STAMPED GRAIN 1972, IS CEMENTED IN A
 AU2871'DRILL HOLE IN THE ROOF TOP OF THE GRAIN ELEVATOR, FLUSH.  IT IS 20
 AU2871'FEET SOUTHWEST OF A LARGE HATCHWAY, 19 FEET EAST OF THE WEST EDGE
 AU2871'OF THE ROOF AND 15 FEET NORTH OF THE SOUTH EDGE OF THE ROOF.
 AU2871'
 AU2871'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAIN NO 1 1972, IS
 AU2871'CEMENTED IN A DRILL HOLE IN THE ROOF TOP, FLUSH.  IT IS 21.5 FEET
 AU2871'SOUTHEAST OF THE HATCHWAY AND 5 FEET NORTHWEST OF THE SOUTHEAST
 AU2871'CORNER OF THE ROOF.
 AU2871'
 AU2871'REFERENCE POINT 2, A PUNCH HOLE IN THE TOP OF A 2-INCH BOLT THAT
 AU2871'PROJECTS 0.6 INCHES ABOVE THE ROOF TOP.  IT IS 29 FEET SOUTH OF THE
 AU2871'NORTH EDGE OF THE ROOF, 16 FEET EAST OF THE WEST EDGE OF THE ROOF
 AU2871'AND 4 FEET NORTHWEST OF THE NORTHWEST EDGE OF A LARGE VENT.
 AU2871'
 AU2871'HEIGHT OF LIGHT ABOVE STATION MARK 1.70 METERS.
 AU2871
 AU2871                          STATION RECOVERY (1974)
 AU2871
 AU2871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 AU2871'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AU2871'AND IN GOOD CONDITION.
 AU2871'
 AU2871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF GOOD
 AU2871'HOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2920 ***********************************************************************
 CQ2920  DESIGNATION -  GRAMBLING N MUN TANK
 CQ2920  PID         -  CQ2920
 CQ2920  STATE/COUNTY-  LA/LINCOLN
 CQ2920  USGS QUAD   -  RUSTON WEST (1994)
 CQ2920
 CQ2920                         *CURRENT SURVEY CONTROL
 CQ2920  ___________________________________________________________________
 CQ2920* NAD 83(1992)-  32 31 48.81953(N)    092 42 42.53192(W)     ADJUSTED  
 CQ2920* NAVD 88     -                                                        
 CQ2920  ___________________________________________________________________
 CQ2920  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ2920  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2920
 CQ2920  HORZ ORDER  -  THIRD
 CQ2920
 CQ2920.The horizontal coordinates were established by classical geodetic methods
 CQ2920.and adjusted by the National Geodetic Survey in January 1993..
 CQ2920
 CQ2920
 CQ2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2920
 CQ2920.The geoid height was determined by GEOID03.
 CQ2920
 CQ2920;                    North         East     Units Scale Factor Converg.
 CQ2920;SPC LA N     -   225,125.864   980,101.603   MT  0.99997174   -0 06 43.2
 CQ2920;SPC LA N     -   738,600.44  3,215,550.01   sFT  0.99997174   -0 06 43.2
 CQ2920;UTM  15      - 3,599,246.493   527,062.903   MT  0.99960903   +0 09 17.9
 CQ2920
 CQ2920                          SUPERSEDED SURVEY CONTROL
 CQ2920
 CQ2920  NAD 83(1986)-  32 31 48.83272(N)    092 42 42.52286(W) AD(       ) 4
 CQ2920  NAD 27      -  32 31 48.29191(N)    092 42 41.97849(W) AD(       ) 3
 CQ2920
 CQ2920.Superseded values are not recommended for survey control.
 CQ2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2920.See file dsdata.txt to determine how the superseded data were derived.
 CQ2920
 CQ2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2706399246(NAD 83)
 CQ2920_MARKER: 53 = ELEVATED TANK
 CQ2920
 CQ2920  HISTORY     - Date     Condition        Report By
 CQ2920  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2920
 CQ2920                          STATION DESCRIPTION
 CQ2920
 CQ2920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2920'GRAMBLING NORTH MUNICIPAL WATER TANK IS LOCATED ABOUT 0.35
 CQ2920'MILE NORTHEAST OF THE CENTER OF THE BUSINESS DISTRICT OF
 CQ2920'GRAMBLING AND NEAR THE JUNCTION OF STATE HIGHWAYS 149 AND 150.
 CQ2920'
 CQ2920'IT IS A SINGLE COLUMN SUPPORTING A BALL SHAPED TANK, PAINTED
 CQ2920'SILVER, HAS THE LETTER TOWN OF GRAMBLING PAINTED IN BLACK ON
 CQ2920'ITS EAST AND WEST SIDE AND AN OVERALL HEIGHT OF 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4400 ***********************************************************************
 BJ4400  DESIGNATION -  GRAMERCY COLONIAL SUGAR REF TK
 BJ4400  PID         -  BJ4400
 BJ4400  STATE/COUNTY-  LA/ST JAMES
 BJ4400  USGS QUAD   -  LUTCHER (1994)
 BJ4400
 BJ4400                         *CURRENT SURVEY CONTROL
 BJ4400  ___________________________________________________________________
 BJ4400* NAD 83(1992)-  30 03 00.92621(N)    090 41 03.02565(W)     ADJUSTED  
 BJ4400* NAVD 88     -                                                        
 BJ4400  **This station is located in a subsidence area (see below).
 BJ4400  ___________________________________________________________________
 BJ4400  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4400  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BJ4400
 BJ4400  HORZ ORDER  -  THIRD
 BJ4400
 BJ4400.The horizontal coordinates were established by classical geodetic methods
 BJ4400.and adjusted by the National Geodetic Survey in January 1993..
 BJ4400
 BJ4400 ** The orthometric height has not been validated since last determined
 BJ4400 ** by differential leveling and should not be used for control purposes.
 BJ4400 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4400 ** area with valid NAVD 88 orthometric heights.
 BJ4400 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4400 ** epoch indicated which incorporates improved geoid heights for the
 BJ4400 ** Southern Louisiana Subsidence area.
 BJ4400 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4400
 BJ4400.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4400
 BJ4400.The geoid height was determined by GEOID03.
 BJ4400
 BJ4400;                    North         East     Units Scale Factor Converg.
 BJ4400;SPC LA S     -   172,014.478 1,062,598.445   MT  0.99992611   +0 19 28.5
 BJ4400;SPC LA S     -   564,350.83  3,486,208.40   sFT  0.99992611   +0 19 28.5
 BJ4400;UTM  15      - 3,326,614.608   723,273.975   MT  1.00021508   +1 09 36.5
 BJ4400
 BJ4400                          SUPERSEDED SURVEY CONTROL
 BJ4400
 BJ4400  NAD 83(1986)-  30 03 00.94305(N)    090 41 03.02727(W) AD(       ) 4
 BJ4400  NAD 27      -  30 03 00.21727(N)    090 41 02.70459(W) AD(       ) 3
 BJ4400
 BJ4400.Superseded values are not recommended for survey control.
 BJ4400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4400.See file dsdata.txt to determine how the superseded data were derived.
 BJ4400
 BJ4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2327426615(NAD 83)
 BJ4400_MARKER: 53 = ELEVATED TANK
 BJ4400
 BJ4400  HISTORY     - Date     Condition        Report By
 BJ4400  HISTORY     - 1930     FIRST OBSERVED   CGS
 BJ4400  HISTORY     - 1955     GOOD             CGS
 BJ4400
 BJ4400                          STATION DESCRIPTION
 BJ4400
 BJ4400'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4400'THE STATION IS
 BJ4400'LOCATED IN THE NW SECTION OF THE COLONIAL SUGAR REFINERY
 BJ4400'CO. IN GRAMERCY.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 BJ4400'A TANK ON ITS TOP.  THE OVERALL HEIGHT IS 185 FT.
 BJ4400'
 BJ4400'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4402 ***********************************************************************
 BJ4402  DESIGNATION -  GRAMERCY COLONIAL SUGAR STACK
 BJ4402  PID         -  BJ4402
 BJ4402  STATE/COUNTY-  LA/ST JAMES
 BJ4402  USGS QUAD   -  LUTCHER (1994)
 BJ4402
 BJ4402                         *CURRENT SURVEY CONTROL
 BJ4402  ___________________________________________________________________
 BJ4402* NAD 83(1992)-  30 03 00.39208(N)    090 41 02.57310(W)     ADJUSTED  
 BJ4402* NAVD 88     -                                                        
 BJ4402  **This station is located in a subsidence area (see below).
 BJ4402  ___________________________________________________________________
 BJ4402  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4402  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BJ4402
 BJ4402  HORZ ORDER  -  THIRD
 BJ4402
 BJ4402.The horizontal coordinates were established by classical geodetic methods
 BJ4402.and adjusted by the National Geodetic Survey in January 1993..
 BJ4402
 BJ4402 ** The orthometric height has not been validated since last determined
 BJ4402 ** by differential leveling and should not be used for control purposes.
 BJ4402 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4402 ** area with valid NAVD 88 orthometric heights.
 BJ4402 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4402 ** epoch indicated which incorporates improved geoid heights for the
 BJ4402 ** Southern Louisiana Subsidence area.
 BJ4402 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4402
 BJ4402.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4402
 BJ4402.The geoid height was determined by GEOID03.
 BJ4402
 BJ4402;                    North         East     Units Scale Factor Converg.
 BJ4402;SPC LA S     -   171,998.101 1,062,610.660   MT  0.99992611   +0 19 28.7
 BJ4402;SPC LA S     -   564,297.10  3,486,248.47   sFT  0.99992611   +0 19 28.7
 BJ4402;UTM  15      - 3,326,598.406   723,286.432   MT  1.00021515   +1 09 36.8
 BJ4402
 BJ4402                          SUPERSEDED SURVEY CONTROL
 BJ4402
 BJ4402  NAD 83(1986)-  30 03 00.40886(N)    090 41 02.57463(W) AD(       ) 4
 BJ4402  NAD 27      -  30 02 59.68570(N)    090 41 02.24878(W) AD(       ) 3
 BJ4402
 BJ4402.Superseded values are not recommended for survey control.
 BJ4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4402.See file dsdata.txt to determine how the superseded data were derived.
 BJ4402
 BJ4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2328626598(NAD 83)
 BJ4402_MARKER: 63 = STACK
 BJ4402
 BJ4402  HISTORY     - Date     Condition        Report By
 BJ4402  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4402  HISTORY     - 1955     GOOD             CGS
 BJ4402  HISTORY     - 1973     GOOD             NGS
 BJ4402
 BJ4402                          STATION DESCRIPTION
 BJ4402
 BJ4402'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4402'THE STATION IS
 BJ4402'LOCATED IN THE NW SECTION OF THE COLONIAL SUGAR REFINING
 BJ4402'CO. IN GRAMERCY.  IT IS A CONCRETE STACK 213 FT. HIGH.
 BJ4402'
 BJ4402'THIS IS AN INTERSECTION STATION.
 BJ4402
 BJ4402                          STATION RECOVERY (1973)
 BJ4402
 BJ4402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4402'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4385 ***********************************************************************
 BJ4385  DESIGNATION -  GRAMERCY E B RM 3 1973
 BJ4385  PID         -  BJ4385
 BJ4385  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4385  USGS QUAD   -  RESERVE (1994)
 BJ4385
 BJ4385                         *CURRENT SURVEY CONTROL
 BJ4385  ___________________________________________________________________
 BJ4385* NAD 83(1992)-  30 04 16.07337(N)    090 33 51.94023(W)     ADJUSTED  
 BJ4385* NAVD 88     -         2.95   (+/-2cm)       9.7  **(feet)  VERTCON   
 BJ4385  **This station is located in a subsidence area (see below).
 BJ4385  ___________________________________________________________________
 BJ4385  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ4385  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BJ4385
 BJ4385  HORZ ORDER  -  SECOND
 BJ4385  VERT ORDER  -  THIRD ? (See Below)
 BJ4385
 BJ4385.The horizontal coordinates were established by classical geodetic methods
 BJ4385.and adjusted by the National Geodetic Survey in January 1993..
 BJ4385
 BJ4385 ** The orthometric height has not been validated since last determined
 BJ4385 ** by differential leveling and should not be used for control purposes.
 BJ4385 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4385 ** area with valid NAVD 88 orthometric heights.
 BJ4385 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4385 ** epoch indicated which incorporates improved geoid heights for the
 BJ4385 ** Southern Louisiana Subsidence area.
 BJ4385 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4385.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4385.The vertical order pertains to the NGVD 29 superseded value.
 BJ4385
 BJ4385.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4385
 BJ4385.The geoid height was determined by GEOID03.
 BJ4385
 BJ4385;                    North         East     Units Scale Factor Converg.
 BJ4385;SPC LA S     -   174,399.683 1,074,129.859   MT  0.99992649   +0 23 04.1
 BJ4385;SPC LA S     -   572,176.29  3,524,041.05   sFT  0.99992649   +0 23 04.1
 BJ4385;UTM  15      - 3,329,168.632   734,773.050   MT  1.00028007   +1 13 15.5
 BJ4385
 BJ4385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4385!SPC LA S     -   1.00000368  x   0.99992649  =   0.99993017
 BJ4385!UTM  15      -   1.00000368  x   1.00028007  =   1.00028375
 BJ4385
 BJ4385|---------------------------------------------------------------------|
 BJ4385| PID    Reference Object                     Distance      Geod. Az  |
 BJ4385|                                                           dddmmss.s |
 BJ4385| BJ1614 GRAMERCY EAST BASE                   18.440 METERS 02433     |
 BJ4385| BJ4388 BAYSIDE                             APPROX. 2.1 KM 2195017.6 |
 BJ4385|---------------------------------------------------------------------|
 BJ4385
 BJ4385                          SUPERSEDED SURVEY CONTROL
 BJ4385
 BJ4385  NAD 83(1986)-  30 04 16.09051(N)    090 33 51.94155(W) AD(       ) 2
 BJ4385  NAD 27      -  30 04 15.36522(N)    090 33 51.62794(W) AD(       ) 2
 BJ4385  NGVD 29 (07/19/86)    3.00   (m)            9.8    (f) LEVELING    3  
 BJ4385
 BJ4385.Superseded values are not recommended for survey control.
 BJ4385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4385.See file dsdata.txt to determine how the superseded data were derived.
 BJ4385
 BJ4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3477329169(NAD 83)
 BJ4385_MARKER: DS = TRIANGULATION STATION DISK
 BJ4385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4385+STABILITY: SURFACE MOTION
 BJ4385
 BJ4385  HISTORY     - Date     Condition        Report By
 BJ4385  HISTORY     - 1973     MONUMENTED       NGS
 BJ4385
 BJ4385                          STATION DESCRIPTION
 BJ4385
 BJ4385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4385'THE STATION IS LOCATED ABOUT 5 MILES WEST OF LAPLACE, 1/2 MILE NORTH
 BJ4385'OF THE GODCHAUX REFINERY IN RESERVE AND 1/2 MILE SOUTH OF U.S.
 BJ4385'HIGHWAY 61 AND IS ON PROPERTY OWNED BY THE KANSAS CITY SOUTHERN
 BJ4385'RAILROAD.
 BJ4385'
 BJ4385'REFERENCE MARK 3, A STANDARD DISK STAMPED GRAMERCY EAST BASE NO 3
 BJ4385'1929 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4385'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET
 BJ4385'SOUTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF THE RAILROAD
 BJ4385'TRACKS AND THE PAVED ROAD, 16 FEET EAST OF THE APPROXIMATE
 BJ4385'CENTER OF THE PAVED ROAD, 11 FEET SOUTH OF THE SOUTH RAIL OF THE
 BJ4385'RAILROAD TRACKS AND 3.3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1614 ***********************************************************************
 BJ1614  DESIGNATION -  GRAMERCY EAST BASE
 BJ1614  PID         -  BJ1614
 BJ1614  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1614  USGS QUAD   -  RESERVE (1994)
 BJ1614
 BJ1614                         *CURRENT SURVEY CONTROL
 BJ1614  ___________________________________________________________________
 BJ1614* NAD 83(1992)-  30 04 16.61808(N)    090 33 51.65417(W)     ADJUSTED  
 BJ1614* NAVD 88     -         1.64   (+/-2cm)       5.4  **(feet)  VERTCON   
 BJ1614  **This station is located in a subsidence area (see below).
 BJ1614  ___________________________________________________________________
 BJ1614  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ1614  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BJ1614
 BJ1614  HORZ ORDER  -  FIRST
 BJ1614  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1614
 BJ1614.The horizontal coordinates were established by classical geodetic methods
 BJ1614.and adjusted by the National Geodetic Survey in January 1993..
 BJ1614
 BJ1614 ** The orthometric height has not been validated since last determined
 BJ1614 ** by differential leveling and should not be used for control purposes.
 BJ1614 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1614 ** area with valid NAVD 88 orthometric heights.
 BJ1614 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1614 ** epoch indicated which incorporates improved geoid heights for the
 BJ1614 ** Southern Louisiana Subsidence area.
 BJ1614 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1614.The vertical order pertains to the NGVD 29 superseded value.
 BJ1614
 BJ1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1614
 BJ1614.The geoid height was determined by GEOID03.
 BJ1614
 BJ1614;                    North         East     Units Scale Factor Converg.
 BJ1614;SPC LA S     -   174,416.506 1,074,137.407   MT  0.99992650   +0 23 04.2
 BJ1614;SPC LA S     -   572,231.49  3,524,065.81   sFT  0.99992650   +0 23 04.2
 BJ1614;UTM  15      - 3,329,185.569   734,780.355   MT  1.00028012   +1 13 15.6
 BJ1614
 BJ1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1614!SPC LA S     -   1.00000389  x   0.99992650  =   0.99993039
 BJ1614!UTM  15      -   1.00000389  x   1.00028012  =   1.00028401
 BJ1614
 BJ1614|---------------------------------------------------------------------|
 BJ1614| PID    Reference Object                     Distance      Geod. Az  |
 BJ1614|                                                           dddmmss.s |
 BJ1614| BJ1615 GRAMERCY EAST BASE RM 2              24.320 METERS 04145     |
 BJ1614| BJ4304 PERILLOUX                           APPROX.10.0 KM 0843816.8 |
 BJ1614| BJ4309 HOUSTON NEW ORLEANS BCN 29          APPROX. 9.1 KM 0970129.6 |
 BJ1614| CW1421 GRAMERCY EAST BASE RM 1              83.810 METERS 18319     |
 BJ1614| BJ4375 RESERVE GODCHAUX SUGAR REF TK       APPROX. 1.4 KM 1874551.2 |
 BJ1614| BJ4374 RESERVE GODCHAUX REF LARGE STK      APPROX. 1.2 KM 1890441.5 |
 BJ1614| BJ4371 EDGARD REFINERY TANK                APPROX. 3.8 KM 1894454.8 |
 BJ1614| BJ4370 EDGARD REFINERY STACK               APPROX. 3.8 KM 1901722.5 |
 BJ1614| BJ4373 RESERVE GODCHAUX REF SMALL STK      APPROX. 1.2 KM 1924457.0 |
 BJ1614| BJ4387 RESERVE GODCHAUX REF STK            APPROX. 1.3 KM 1955252.6 |
 BJ1614| BJ4385 GRAMERCY E B RM 3 1973               18.440 METERS 20433     |
 BJ1614| CW1418 GRAMERCY EAST BASE RM 1 RESET       136.373 METERS 26310     |
 BJ1614| BJ4398 HOUSTON NEW ORLEANS AWY BCN 28      APPROX.13.6 KM 2723600.3 |
 BJ1614| CW1419 GRAMERCY EAST BASE RM 2 RESET        32.297 METERS 27542     |
 BJ1614| CW1417 GRAMERCY EAST BASE AZ MK                           3322032.2 |
 BJ1614| CW1420 GRAMERCY EAST BASE RM 4                            3544137.5 |
 BJ1614|---------------------------------------------------------------------|
 BJ1614
 BJ1614                          SUPERSEDED SURVEY CONTROL
 BJ1614
 BJ1614  NAD 83(1986)-  30 04 16.63506(N)    090 33 51.65557(W) AD(       ) 1
 BJ1614  NAD 27      -  30 04 15.90995(N)    090 33 51.34188(W) AD(       ) 1
 BJ1614  NGVD 29 (??/??/??)    1.695  (m)            5.56   (f) ADJUSTED    1 2
 BJ1614
 BJ1614.Superseded values are not recommended for survey control.
 BJ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1614.See file dsdata.txt to determine how the superseded data were derived.
 BJ1614
 BJ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3478029186(NAD 83)
 BJ1614_MARKER: DS = TRIANGULATION STATION DISK
 BJ1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1614_STAMPING: GRAMERCY EAST BASE 1929
 BJ1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1614+STABILITY: SURFACE MOTION
 BJ1614
 BJ1614  HISTORY     - Date     Condition        Report By
 BJ1614  HISTORY     - 1929     MONUMENTED       CGS
 BJ1614  HISTORY     - 1936     GOOD             LAGS
 BJ1614  HISTORY     - 1938     GOOD             LAGS
 BJ1614  HISTORY     - 1939     GOOD             CGS
 BJ1614  HISTORY     - 1955     GOOD             CGS
 BJ1614  HISTORY     - 1964     GOOD             CGS
 BJ1614  HISTORY     - 1964     GOOD             CGS
 BJ1614  HISTORY     - 1973     GOOD             NGS
 BJ1614  HISTORY     - 1974     GOOD             NGS
 BJ1614
 BJ1614                          STATION DESCRIPTION
 BJ1614
 BJ1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ1614'STATION IS ABOUT 8 MILES ENE OF LUTCHER, AND 0.7 MILE N OF
 BJ1614'THE ILLINOIS CENTRAL RAILROAD STATION RESERVE, ON RIGHT-OF-WAY
 BJ1614'OF LOUISIANA AND ARKANSAS RAILWAY.
 BJ1614'
 BJ1614'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ1614'DISKS SET IN CONCRETE.
 BJ1614'
 BJ1614'REFERENCE MARK NO. 1 IS ON E SIDE OF ROAD, ABOUT 70 YARDS FROM
 BJ1614'RAILWAY, AT DITCH CROSSING, AND 83.81 METERS (275.0 FEET)
 BJ1614'FROM STATION S 3 DEG 19 MIN W.
 BJ1614'
 BJ1614'REFERENCE MARK NO. 2 IS ON W SIDE OF ROAD, ABOUT 20 FEET N
 BJ1614'OF TELEPHONE POLE, AND 24.32 METERS (79.8 FEET) FROM STATION
 BJ1614'N 58 DEG 15 MIN W.
 BJ1614'
 BJ1614'BEARING FROM STATION TO RESERVE, GODCHAUX SUGAR REFINERY, WATER
 BJ1614'TANK IS S7 DEG 46 MIN W.
 BJ1614'
 BJ1614'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BJ1614'GRAVEL ROAD RUNNING N JUST E OF GODCHAUX SUGAR REFINERY, GO
 BJ1614'0.4 MILE TO ILLINOIS CENTRAL RAILROAD TRACKS (RAILROAD STATION
 BJ1614'RESERVE IS TO E), CROSS RAILROAD AND CONTINUE N ON PLANTATION
 BJ1614'ROAD 0.7 MILE TO LOUISIANA AND ARKANSAS RAILWAY TRACKS AND
 BJ1614'STATION SITE, WHICH IS 39 FEET N OF N RAIL, AND ABOUT 39 FEET
 BJ1614'E OF PLANTATION ROAD.
 BJ1614
 BJ1614                          STATION RECOVERY (1936)
 BJ1614
 BJ1614'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ1614'ALL MEASUREMENTS WERE CHECKED AND WERE FOUND TO CONFORM TO
 BJ1614'THOSE GIVEN IN THE ORIGINAL DESCRIPTION.  REFERENCE MARK NO. 2
 BJ1614'COULD NOT BE FOUND ALTHOUGH A THOROUGH SEARCH WAS MADE.
 BJ1614
 BJ1614                          STATION RECOVERY (1938)
 BJ1614
 BJ1614'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1938
 BJ1614'REFERENCE MARK NO. 1--RESET 3/8/38.  IT IS SET IN CONCRETE
 BJ1614'CULVERT WHICH MEASURES 11.9 BY 1.4 FEET ON TOP.  (TWO 24-INCH
 BJ1614'GALVANIZED-IRON DRAIN PIPES PASS UNDER THIS CULVERT).  401
 BJ1614'FEET W FROM CENTER LINE OF GODCHAUXS SUGAR COMPANY INCORPORATED,
 BJ1614'GRAVEL ROAD, 13 FEET S FROM S RAIL OF THE LOUISIANA ARKANSAS
 BJ1614'RAILROAD, 71.4 FEET NNE FROM UNITED GAS SYSTEM GATE BOX, WHICH
 BJ1614'IS DIRECTLY UNDER AN 8-INCH PIPE THAT IS ELEVATED APPROXIMATELY
 BJ1614'4 FEET.
 BJ1614'
 BJ1614'FROM GRAMERCY EAST BASE TO REFERENCE MARK NO. 1, 1938 RESET,
 BJ1614'THE DISTANCE IS 447.417 FEET, S 83 DEG 10 MIN W.
 BJ1614'
 BJ1614'REFERENCE MARK NO. 2--RESET 3/7/38.  IT IS 60 FEET W FROM
 BJ1614'CENTER LINE OF GODCHAUXS SUGAR COMPANY INCORPORATED, GRAVEL
 BJ1614'ROAD, 12.7 FEET S FROM UNITED GAS SYSTEM GATE BOX, 49 FEET N
 BJ1614'FROM THE N RAIL OF LOUISIANA AND ARKANSAS RAILROAD.
 BJ1614'
 BJ1614'FROM GRAMERCY EAST BASE TO REFERENCE MARK NO. 2, 1938 RESET,
 BJ1614'THE DISTANCE IS 105.960 FEET, N 84 DEG 18 MIN W.
 BJ1614
 BJ1614                          STATION RECOVERY (1939)
 BJ1614
 BJ1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ1614'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 BJ1614'CONDITION.  BOTH OF THE ORIGINAL REFERENCE MARKS HAVE BEEN
 BJ1614'DESTROYED, THE DISKS WERE RESET IN NEW LOCATIONS BY THE
 BJ1614'LOUISIANA GEODETIC SURVEY, SO THE ORIGINAL DATA COULD NOT BE
 BJ1614'CHECKED.
 BJ1614'
 BJ1614'THE STATION IS LOCATED IN THE RIGHT-OF-WAY OF THE LOUISIANA
 BJ1614'AND ARKANSAS RAILROAD, IN A CULTIVATED FIELD, 5.25 MILES W OF
 BJ1614'LAPLACE, 0.7 MILE N OF THE ILLINOIS CENTRAL RAILROAD STATION IN
 BJ1614'RESERVE, 39 FEET N OF THE N RAIL OF THE LOUISIANA AND ARKANSAS
 BJ1614'RAILROAD TRACKS, AND 46 FEET E OF THE CENTER LINE OF A GRAVELED
 BJ1614'PLANTATION ROAD RUNNING S FROM U.S. HIGHWAY 61 TO GODCHAUX
 BJ1614'SUGAR REFINERY IN RESERVE.
 BJ1614'
 BJ1614'THE STATION MARK, A STANDARD DISK SET IN CONCRETE,
 BJ1614'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 BJ1614'STAMPED GRAMERCY EAST BASE 1929.  THE LOUISIANA GEODETIC SURVEY
 BJ1614'HAS ESTABLISHED A METAL SIGN ON A 6-FOOT STEEL POST 1-1/2 FEET
 BJ1614'N OF THE MARK WHICH READS DO NOT DISTURB, PROPERTY OF THE
 BJ1614'U.S. GOVERNMENT. FINE OF 250 DOLLARS FOR DISTURBING THIS MONUMENT.
 BJ1614'
 BJ1614'REFERENCE MARK NO. 1 IS 401 FEET W OF THE CENTER LINE OF A
 BJ1614'ROAD PASSING OVER THE RAILROAD TRACKS, 13 FEET S OF THE S RAIL
 BJ1614'OF THE RAILROAD TRACKS, AND 71.4 FEET NNE OF A UNITED GAS
 BJ1614'SYSTEM GATE BOX WHICH IS DIRECTLY UNDER AN 8-INCH PIPE THAT IS
 BJ1614'ELEVATED 4 FEET.  THE MARK IS SET IN THE TOP OF A CONCRETE
 BJ1614'CULVERT WHOSE TOP MEASURES 12 FEET BY 1-1/2 FEET.  TWO 24-INCH
 BJ1614'GALVANIZED-IRON DRAIN PIPES PASS UNDER THIS CULVERT.  THE MARK
 BJ1614'IS STAMPED GRAMERCY EAST BASE 1929, AND RESERVE NO. 1, A
 BJ1614'LOUISIANA GEODETIC SURVEY TRAVERSE STATION.
 BJ1614'
 BJ1614'REFERENCE MARK NO. 2 IS 49 FEET N OF THE N RAIL OF THE RAILROAD
 BJ1614'TRACKS, 12.7 FEET S OF A UNITED GAS SYSTEM GATE BOX, AND 60
 BJ1614'FEET W OF THE CENTER LINE OF THE ROAD.  THE MARK, A STANDARD DISK
 BJ1614'SET IN CONCRETE, IS 6 INCHES BELOW THE
 BJ1614'SURFACE OF THE GROUND, AND IS STAMPED GRAMERCY EAST BASE NO. 2
 BJ1614'1929.
 BJ1614'
 BJ1614'AZIMUTH MARK 1939, ESTABLISHED BY THIS PARTY, IS APPROXIMATELY
 BJ1614'102 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 61, AND 31 FEET E
 BJ1614'OF THE E RAIL OF A NARROW GAGE RAILROAD TRACK WHICH CROSSES THE
 BJ1614'HIGHWAY.  THE MARK, A STANDARD DISK SET IN CONCRETE, ACCORDING
 BJ1614'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 BJ1614'GRAMERCY EAST BASE 1939.  TO REACH THE MARK FROM THE STATION GO
 BJ1614'N ON THE PLANTATION ROAD FOR 0.4 MILE, THEN GO W ON U.S.
 BJ1614'HIGHWAY 61 FOR 0.2 MILE TO THE RAILROAD CROSSING AND THE MARK
 BJ1614'ON THE LEFT (S) SIDE OF THE HIGHWAY.
 BJ1614'
 BJ1614'A WHITE WITNESS POST, 4 BY 4 INCHES AND PROJECTING 2 FEET WAS
 BJ1614'ESTABLISHED AT EACH OF THE REFERENCE MARKS AND THE AZIMUTH MARK.
 BJ1614'
 BJ1614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND
 BJ1614'61 IN LAPLACE, DRIVE W ON U.S. HIGHWAY 61 FOR 5.25 MILES TO A
 BJ1614'SIDE ROAD LEFT (S), TURN LEFT AND DRIVE 0.4 MILE TO THE LOUISIANA
 BJ1614'AND ARKANSAS RAILROAD TRACKS AND THE STATION ON THE LEFT (E)
 BJ1614'SIDE OF THE ROAD.  U.S. HIGHWAY 61 IS A NEW HIGHWAY AND NOW
 BJ1614'RUNS N OF THE STATION INSTEAD OF S AS IN ORIGINAL DESCRIPTION.
 BJ1614
 BJ1614                          STATION RECOVERY (1955)
 BJ1614
 BJ1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ1614'THE STATION WAS VISITED, AND THE STATION MARK, AND REFERENCE
 BJ1614'MARKS 1 AND 2 (RESET) WERE FOUND IN GOOD CONDITION.  THE
 BJ1614'AZIMUTH MARK WAS FOUND DESTROYED, AND THE DISK WAS RECLAIMED.
 BJ1614'A NEW DESCRIPTION FOLLOWS--
 BJ1614'
 BJ1614'THE STATION IS LOCATED ABOUT 5 MI. W OF LA PLACE, 0.5 MI. N
 BJ1614'OF THE GODCHAUX SUGAR REFINERY, AND IN THE NE ANGLE OF THE
 BJ1614'INTERSECTION OF A N-S ROAD LEADING TO THE REFINERY AND THE
 BJ1614'LOUISIANA AND ARKANSAS RAILWAY TRACKS.  IT IS 39 FT. N OF THE
 BJ1614'N RAIL OF THE TRACKS, 44 FT. E OF THE CENTERLINE OF A N-S ROAD,
 BJ1614'34 FT. SE OF A WITNESS POST FOR THE PIPELINE OF THE UNITED GAS
 BJ1614'CO., AND 100.5 FT. W OF THE FIRST TELEGRAPH POLE E OF THE ROAD.
 BJ1614'IT IS A STANDARD DISK, STAMPED GRAMERCY EAST BASE 1929 AND IS
 BJ1614'4 IN. BELOW THE SURFACE OF THE GROUND.
 BJ1614'
 BJ1614'REFERENCE MARK 1 IS 447.42 FT. W-SW OF THE STATION, 13 FT. S
 BJ1614'OF THE S RAIL OF THE TRACKS, 401 FT. W OF THE CENTER OF THE
 BJ1614'ROAD CROSSING, AND 51 FT. N-NE OF A 2-IN. PIPE PROJECTING 5 FT.
 BJ1614'(THIS IS A VENT FOR THE GASLINE).  IT IS A STANDARD DISK, SET
 BJ1614'IN A DRILL HOLE IN THE CENTER OF THE TOP OF A 12- BY 1.5-FT.
 BJ1614'CONCRETE HEADWALL OF A METAL CULVERT, AND STAMPED GRAMERCY
 BJ1614'NO 1 1929 RESERVE NO 1 (GRAMERCY IS STAMPED OVER RESERVE).
 BJ1614'
 BJ1614'REFERENCE MARK 2 IS 105.98 FT. W OF THE STATION, IN THE NW
 BJ1614'ANGLE OF THE INTERSECTION OF THE ROAD AND THE TRACKS, 49 FT.
 BJ1614'N OF THE N RAIL OF THE TRACKS, 62 FT. W OF THE CENTERLINE OF
 BJ1614'THE ROAD, 16.8 FT. S OF THE CENTER OF A LARGE GATE VALVE OF THE
 BJ1614'UNITED GAS SYSTEMS WHICH IS MIDWAY BETWEEN TWO LARGE VALVES,
 BJ1614'AND 39 FT. W OF THE FIRST TELEGRAPH POLE W OF THE ROAD.  IT IS
 BJ1614'A STANDARD DISK, STAMPED GRAMERCY EAST BASE NO 2 1929 AND
 BJ1614'IS 6 IN. BELOW THE SURFACE OF THE GROUND.
 BJ1614'
 BJ1614'THE NEW WATER TANK AT THE GODCHAUX REFINERY WAS CUT IN AS AN
 BJ1614'EXTRA AZIMUTH.  THIS TANK IS ABOUT 0.5 MI. S OF THE STATION AND
 BJ1614'IS THE TALLER ONE OF TWO.
 BJ1614
 BJ1614                          STATION RECOVERY (1964)
 BJ1614
 BJ1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1614'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND IN
 BJ1614'GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 BJ1614'WERE SEARCHED FOR BUT NOT RECOVERED.  THE STATION MAY BE REACHED
 BJ1614'BY GOING 0.6 MILE WEST ALONG STATE HIGHWAY 44 FROM THE POST
 BJ1614'OFFICE AT RESERVE, THENCE 1.05 MILES NORTH ALONG WEST 10TH
 BJ1614'STREET TO RAILROAD CROSSING AND STATION ON RIGHT.
 BJ1614'
 BJ1614'THE STATION IS 39 FEET NORTH OF THE NORTH RAIL OF THE LOUISIANA
 BJ1614'AND ARKANSAS RAILROAD, 44 FEET EAST OF THE CENTER LINE OF THE
 BJ1614'STREET, 100-1/2 FEET WEST OF A TELEGRAPH POLE, 29-1/2 FEET
 BJ1614'SOUTHEAST OF A POST OF THE UNITED GAS LINES, 1-1/2 FEET WEST OF A
 BJ1614'METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND
 BJ1614'SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND.
 BJ1614'
 BJ1614'REFERENCE MARK NO. 2 IS 49 FEET NORTH OF THE NORTH RAIL, 105.8
 BJ1614'FEET WEST OF AND ACROSS STREET FROM THE STATION, 62 FEET WEST OF
 BJ1614'THE CENTER LINE OF STREET, 22 FEET WEST OF A TELEGRAPH POLE AND
 BJ1614'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 BJ1614'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 BJ1614
 BJ1614                          STATION RECOVERY (1964)
 BJ1614
 BJ1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1614'1.65 MI NW FROM RESERVE.
 BJ1614'0.6 MILE WEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT RESERVE,
 BJ1614'THENCE 1.05 MILES NORTH ALONG WEST 10 TH STREET, AT THE CROSSING OF
 BJ1614'THE LOUISIANA AND ARKANSAS RAILROAD, 39 FEET NORTH OF THE NORTH RAIL,
 BJ1614'44 FEET EAST OF THE CENTER LINE OF WEST 10 TH STREET, 100 1/2 FEET
 BJ1614'WEST OF A TELEGRAPH POLE, 29 1/2 FEET SOUTHEAST OF A POST OF THE
 BJ1614'UNITED GAS LINE, 1 1/2 FEET WEST OF A METAL WITNESS POST, 4 FEET BELOW
 BJ1614'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 4 INCHES
 BJ1614'UNDERGROUND.
 BJ1614
 BJ1614                          STATION RECOVERY (1973)
 BJ1614
 BJ1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ1614'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 BJ1614'GOOD CONDITION AS WAS DESCRIBED IN THE 1964 RECOVERY NOTE.
 BJ1614'THE HORIZONAL DISTANCE AND DIRECTION CHECKED ADEQUATELY TO THE
 BJ1614'OLD DESCRIPTION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT
 BJ1614'THIS TIME.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BJ1614'
 BJ1614'THE STATION IS LOCATED ABOUT 5 MILES WEST OF LAPLACE, 1/2 MILE
 BJ1614'NORTH OF THE GODCHAUX REFINERY IN RESERVE AND 1/2 MILE SOUTH
 BJ1614'OF U.S. HIGHWAY 61, AND IS ON PROPERTY OWNED BY THE KANSAS
 BJ1614'CITY SOUTHERN RAILROAD.
 BJ1614'
 BJ1614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 BJ1614'AND 61 IN LAPLACE, GO WEST ON U.S. HIGHWAY 61 FOR 5.1 MILES TO
 BJ1614'A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 BJ1614'0.2 MILE TO REFERENCE MARK 4 (AZIMUTH MARK) ON THE RIGHT,
 BJ1614'CONTINUE SOUTH ON THE PAVED ROAD FOR 0.2 MILE TO THE
 BJ1614'STATION ON THE LEFT, JUST BEFORE CROSSING RAILROAD TRACKS.
 BJ1614'
 BJ1614'STATION MARKS ARE STANDARD DISKS STAMPED GRAMERCY EAST BASE 1929.
 BJ1614'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BJ1614'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 59
 BJ1614'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF THE
 BJ1614'RAILROAD TRACKS AND THE PAVED ROAD, 44 FEET EAST OF THE
 BJ1614'APPROXIMATE CENTER OF THE PAVED ROAD, 39 FEET NORTH OF THE
 BJ1614'NORTH RAIL OF THE RAILROAD TRACKS AND 1.7 FEET NORTHWEST
 BJ1614'OF A METAL WITNESS POST.
 BJ1614'
 BJ1614'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAMERCY EAST BASE
 BJ1614'1929 NO 2, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BJ1614'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 82
 BJ1614'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE JUNCTION OF
 BJ1614'THE RAILROAD TRACKS AND THE PAVED ROAD, 62 FEET WEST OF THE
 BJ1614'APPROXIMATE CENTER OF THE PAVED ROAD AND 49 FEET NORTH OF THE
 BJ1614'NORTH RAIL OF THE RAILROAD TRACKS.
 BJ1614'
 BJ1614'REFERENCE MARK 3, A STANDARD DISK STAMPED GRAMERCY EAST BASE
 BJ1614'NO 3 1929 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ1614'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 BJ1614'21 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF
 BJ1614'THE RAILROAD TRACKS AND THE PAVED ROAD, 16 FEET EAST OF THE
 BJ1614'APPROXIMATE CENTER OF THE PAVED ROAD, 11 FEET SOUTH OF THE SOUTH
 BJ1614'RAIL OF THE RAILROAD TRACKS AND 3.3 FEET NORTHWEST OF A METAL
 BJ1614'WITNESS POST.
 BJ1614'
 BJ1614'REFERENCE MARK 4, A STANDARD DISK STAMPED GRAMERCY EAST BASE NO
 BJ1614'4 1929 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ1614'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 BJ1614'18 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 9
 BJ1614'FEET SOUTH OF THE APPROXIMATE CENTER OF A FIELD ROAD AND 2
 BJ1614'FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BJ1614'
 BJ1614'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BJ1614'
 BJ1614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH EDGE
 BJ1614'OF RESERVE
 BJ1614
 BJ1614                          STATION RECOVERY (1974)
 BJ1614
 BJ1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BJ1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4404 ***********************************************************************
 BJ4404  DESIGNATION -  GRAMERCY KAISER CORP TANK
 BJ4404  PID         -  BJ4404
 BJ4404  STATE/COUNTY-  LA/ST JAMES
 BJ4404  USGS QUAD   -  LUTCHER (1994)
 BJ4404
 BJ4404                         *CURRENT SURVEY CONTROL
 BJ4404  ___________________________________________________________________
 BJ4404* NAD 83(1992)-  30 03 38.40587(N)    090 40 15.57320(W)     ADJUSTED  
 BJ4404* NAVD 88     -                                                        
 BJ4404  **This station is located in a subsidence area (see below).
 BJ4404  ___________________________________________________________________
 BJ4404  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BJ4404  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BJ4404
 BJ4404  HORZ ORDER  -  THIRD
 BJ4404
 BJ4404.The horizontal coordinates were established by classical geodetic methods
 BJ4404.and adjusted by the National Geodetic Survey in January 1993..
 BJ4404
 BJ4404 ** The orthometric height has not been validated since last determined
 BJ4404 ** by differential leveling and should not be used for control purposes.
 BJ4404 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4404 ** area with valid NAVD 88 orthometric heights.
 BJ4404 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4404 ** epoch indicated which incorporates improved geoid heights for the
 BJ4404 ** Southern Louisiana Subsidence area.
 BJ4404 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4404
 BJ4404.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4404
 BJ4404.The geoid height was determined by GEOID03.
 BJ4404
 BJ4404;                    North         East     Units Scale Factor Converg.
 BJ4404;SPC LA S     -   173,175.744 1,063,862.827   MT  0.99992629   +0 19 52.2
 BJ4404;SPC LA S     -   568,160.75  3,490,356.62   sFT  0.99992629   +0 19 52.2
 BJ4404;UTM  15      - 3,327,794.537   724,521.649   MT  1.00022198   +1 10 01.7
 BJ4404
 BJ4404                          SUPERSEDED SURVEY CONTROL
 BJ4404
 BJ4404  NAD 83(1986)-  30 03 38.42223(N)    090 40 15.57503(W) AD(       ) 4
 BJ4404  NAD 27      -  30 03 37.69673(N)    090 40 15.25431(W) AD(       ) 3
 BJ4404
 BJ4404.Superseded values are not recommended for survey control.
 BJ4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4404.See file dsdata.txt to determine how the superseded data were derived.
 BJ4404
 BJ4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2452227795(NAD 83)
 BJ4404_MARKER: 53 = ELEVATED TANK
 BJ4404
 BJ4404  HISTORY     - Date     Condition        Report By
 BJ4404  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4404
 BJ4404                          STATION DESCRIPTION
 BJ4404
 BJ4404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4404'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE GRAMERCY, KAISER
 BJ4404'ALUMINUM-CHEMICAL CORPORATION, WATER TANK THAT IS LOCATED ABOUT 0.8
 BJ4404'MILE SOUTH-SOUTHEAST OF U.S. HIGHWAY 61, 0.8 MILE NORTH OF THE
 BJ4404'MISSISSIPPI RIVER AND 1.5 MILES NORTHEAST OF GRAMERCY.  IT IS
 BJ4404'SPHERICAL IN SHAPE, SUPPORTED BY SIX STRUCTURAL STEEL LEGS AND IS
 BJ4404'PAINTED WHITE WITH A RED TOP.  THE OVERALL HEIGHT BEING 150
 BJ4404'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4406 ***********************************************************************
 BJ4406  DESIGNATION -  GRAMERCY W B RM 3 1973
 BJ4406  PID         -  BJ4406
 BJ4406  STATE/COUNTY-  LA/ST JAMES
 BJ4406  USGS QUAD   -  LUTCHER (1994)
 BJ4406
 BJ4406                         *CURRENT SURVEY CONTROL
 BJ4406  ___________________________________________________________________
 BJ4406* NAD 83(1992)-  30 04 16.11384(N)    090 41 20.66748(W)     ADJUSTED  
 BJ4406* NAVD 88     -         2.45   (+/-2cm)       8.0  **(feet)  VERTCON   
 BJ4406  **This station is located in a subsidence area (see below).
 BJ4406  ___________________________________________________________________
 BJ4406  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4406  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BJ4406
 BJ4406  HORZ ORDER  -  SECOND
 BJ4406  VERT ORDER  -  THIRD ? (See Below)
 BJ4406
 BJ4406.The horizontal coordinates were established by classical geodetic methods
 BJ4406.and adjusted by the National Geodetic Survey in January 1993..
 BJ4406
 BJ4406 ** The orthometric height has not been validated since last determined
 BJ4406 ** by differential leveling and should not be used for control purposes.
 BJ4406 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4406 ** area with valid NAVD 88 orthometric heights.
 BJ4406 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4406 ** epoch indicated which incorporates improved geoid heights for the
 BJ4406 ** Southern Louisiana Subsidence area.
 BJ4406 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4406.The vertical order pertains to the NGVD 29 superseded value.
 BJ4406
 BJ4406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4406
 BJ4406.The geoid height was determined by GEOID03.
 BJ4406
 BJ4406;                    North         East     Units Scale Factor Converg.
 BJ4406;SPC LA S     -   174,326.828 1,062,112.878   MT  0.99992649   +0 19 19.7
 BJ4406;SPC LA S     -   571,937.27  3,484,615.33   sFT  0.99992649   +0 19 19.7
 BJ4406;UTM  15      - 3,328,920.291   722,754.576   MT  1.00021222   +1 09 30.3
 BJ4406
 BJ4406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4406!SPC LA S     -   1.00000376  x   0.99992649  =   0.99993025
 BJ4406!UTM  15      -   1.00000376  x   1.00021222  =   1.00021599
 BJ4406
 BJ4406|---------------------------------------------------------------------|
 BJ4406| PID    Reference Object                     Distance      Geod. Az  |
 BJ4406|                                                           dddmmss.s |
 BJ4406| BJ1644 GRAMERCY WEST BASE                   21.834 METERS 11907     |
 BJ4406| BJ4405 COLONIAL                            APPROX. 2.5 KM 1660011.8 |
 BJ4406|---------------------------------------------------------------------|
 BJ4406
 BJ4406                          SUPERSEDED SURVEY CONTROL
 BJ4406
 BJ4406  NAD 83(1986)-  30 04 16.13064(N)    090 41 20.66889(W) AD(       ) 2
 BJ4406  NAD 27      -  30 04 15.40734(N)    090 41 20.34379(W) AD(       ) 2
 BJ4406  NGVD 29 (07/19/86)    2.51   (m)            8.2    (f) LEVELING    3  
 BJ4406
 BJ4406.Superseded values are not recommended for survey control.
 BJ4406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4406.See file dsdata.txt to determine how the superseded data were derived.
 BJ4406
 BJ4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2275528920(NAD 83)
 BJ4406_MARKER: DS = TRIANGULATION STATION DISK
 BJ4406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4406+STABILITY: SURFACE MOTION
 BJ4406
 BJ4406  HISTORY     - Date     Condition        Report By
 BJ4406  HISTORY     - 1973     MONUMENTED       NGS
 BJ4406
 BJ4406                          STATION DESCRIPTION
 BJ4406
 BJ4406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4406'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF GARYVILLE,
 BJ4406'1-1/2 MILES NORTH-NORTHWEST OF GRAMERCY AND ON PROPERTY OWNED BY THE
 BJ4406'COLONIAL SUGAR COMPANY.  ATTENTION MR. W.R. TUSON, GRAMERCY
 BJ4406'LOUISIANA 70052, PHONE NUMBER 869-5521.
 BJ4406'
 BJ4406'TO REACH THE STATION FROM THE POST OFFICE IN GRAMERCY, GO NORTH ON
 BJ4406'EAST MAIN STREET FOR 0.25 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BJ4406'641 AND THE COLONIAL SUGAR COMPANY ON THE RIGHT.  CONTINUE NORTH ON
 BJ4406'STATE HIGHWAY 641 FOR 1.65 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 BJ4406'61 (AIRLINE HIGHWAY), TURN LEFT AND GO WEST ON U.S. HIGHWAY 61
 BJ4406'FOR 0.5 MILES TO A CABLE GATE AND A TRACK ROAD ON THE LEFT, JUST
 BJ4406'BEFORE CROSSING A SMALL BAYOU.  TURN LEFT AND GO SOUTH PASSING
 BJ4406'THROUGH CABLE GATE ON TRACK ROAD FOR 0.1 MILE TO A SMALL METAL
 BJ4406'BRIDGE ON THE RIGHT, CONTINUE SOUTH PASSING TO THE LEFT OF THE SMALL
 BJ4406'BRIDGE FOR 0.05 MILE TO A RAILROAD CROSSING, CONTINUE SOUTH ON
 BJ4406'TRACK ROAD FOR 0.05 MILE TO THE STATION.
 BJ4406'
 BJ4406'REFERENCE MARK 3, A STANDARD DISK STAMPED GRAMECY WEST BASE NO 3 1929
 BJ4406'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4406'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 14 FEET
 BJ4406'WEST-SOUTHWEST OF THE TRACK ROAD AND 4 FEET EAST-NORTHEAST OF THE
 BJ4406'EAST BANK OF THE BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1644 ***********************************************************************
 BJ1644  DESIGNATION -  GRAMERCY WEST BASE
 BJ1644  PID         -  BJ1644
 BJ1644  STATE/COUNTY-  LA/ST JAMES
 BJ1644  USGS QUAD   -  LUTCHER (1994)
 BJ1644
 BJ1644                         *CURRENT SURVEY CONTROL
 BJ1644  ___________________________________________________________________
 BJ1644* NAD 83(1992)-  30 04 15.76890(N)    090 41 19.95521(W)     ADJUSTED  
 BJ1644* NAVD 88     -         2.18   (+/-2cm)       7.2  **(feet)  VERTCON   
 BJ1644  **This station is located in a subsidence area (see below).
 BJ1644  ___________________________________________________________________
 BJ1644  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ1644  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BJ1644
 BJ1644  HORZ ORDER  -  FIRST
 BJ1644  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1644
 BJ1644.The horizontal coordinates were established by classical geodetic methods
 BJ1644.and adjusted by the National Geodetic Survey in January 1993..
 BJ1644
 BJ1644 ** The orthometric height has not been validated since last determined
 BJ1644 ** by differential leveling and should not be used for control purposes.
 BJ1644 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1644 ** area with valid NAVD 88 orthometric heights.
 BJ1644 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1644 ** epoch indicated which incorporates improved geoid heights for the
 BJ1644 ** Southern Louisiana Subsidence area.
 BJ1644 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1644.The vertical order pertains to the NGVD 29 superseded value.
 BJ1644
 BJ1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1644
 BJ1644.The geoid height was determined by GEOID03.
 BJ1644
 BJ1644;                    North         East     Units Scale Factor Converg.
 BJ1644;SPC LA S     -   174,316.315 1,062,132.012   MT  0.99992649   +0 19 20.1
 BJ1644;SPC LA S     -   571,902.78  3,484,678.11   sFT  0.99992649   +0 19 20.1
 BJ1644;UTM  15      - 3,328,910.055   722,773.867   MT  1.00021233   +1 09 30.7
 BJ1644
 BJ1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1644!SPC LA S     -   1.00000381  x   0.99992649  =   0.99993030
 BJ1644!UTM  15      -   1.00000381  x   1.00021233  =   1.00021614
 BJ1644
 BJ1644|---------------------------------------------------------------------|
 BJ1644| PID    Reference Object                     Distance      Geod. Az  |
 BJ1644|                                                           dddmmss.s |
 BJ1644| BJ1645 GRAMERCY WEST BASE RM 1              37.393 METERS 03937     |
 BJ1644| BJ4405 COLONIAL                            APPROX. 2.5 KM 1662230.7 |
 BJ1644| CW1422 GRAMERCY WEST BASE RM 4                            1685210.8 |
 BJ1644| BJ1643 GRAMERCY WEST BASE RM 2              94.310 METERS 16958     |
 BJ1644| BJ4406 GRAMERCY W B RM 3 1973               21.834 METERS 29907     |
 BJ1644|---------------------------------------------------------------------|
 BJ1644
 BJ1644                          SUPERSEDED SURVEY CONTROL
 BJ1644
 BJ1644  NAD 83(1986)-  30 04 15.78578(N)    090 41 19.95680(W) AD(       ) 1
 BJ1644  NAD 27      -  30 04 15.06239(N)    090 41 19.63155(W) AD(       ) 1
 BJ1644  NGVD 29 (??/??/??)    2.246  (m)            7.37   (f) ADJUSTED    1 2
 BJ1644
 BJ1644.Superseded values are not recommended for survey control.
 BJ1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1644.See file dsdata.txt to determine how the superseded data were derived.
 BJ1644
 BJ1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2277428910(NAD 83)
 BJ1644_MARKER: DS = TRIANGULATION STATION DISK
 BJ1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1644_STAMPING: GRAMERCY WEST BASE 1929
 BJ1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1644+STABILITY: SURFACE MOTION
 BJ1644
 BJ1644  HISTORY     - Date     Condition        Report By
 BJ1644  HISTORY     - 1929     MONUMENTED       CGS
 BJ1644  HISTORY     - 1936     GOOD             LAGS
 BJ1644  HISTORY     - 1955     GOOD             CGS
 BJ1644  HISTORY     - 1964     GOOD             CGS
 BJ1644  HISTORY     - 1964     GOOD             CGS
 BJ1644  HISTORY     - 1972     GOOD             NGS
 BJ1644  HISTORY     - 1973     GOOD             NGS
 BJ1644  HISTORY     - 1977     GOOD             LADH
 BJ1644
 BJ1644                          STATION DESCRIPTION
 BJ1644
 BJ1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ1644'STATION IS ABOUT 2.5 MILES NNE OF LUTCHER, ON LAND OWNED BY
 BJ1644'COLONIAL SUGARS COMPANY, GRAMERCY.
 BJ1644'
 BJ1644'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ1644'DISKS SET IN CONCRETE.
 BJ1644'
 BJ1644'REFERENCE MARK NO. 1 IS ON N SIDE OF DITCH PARALLEL TO RAILROAD,
 BJ1644'AND 37.43 METERS (122.8 FEET) FROM STATION N 39 DEG 36 MIN E.
 BJ1644'
 BJ1644'REFERENCE MARK NO. 2 IS ON E SIDE OF PLANTATION ROAD, AND
 BJ1644'94.31 METERS (309.4 FEET) FROM STATION S 10 DEG 02 MIN E.
 BJ1644'
 BJ1644'TO REACH FROM U.S. HIGHWAY 61 IN FRONT OF COLONIAL SUGARS
 BJ1644'COMPANYS REFINERY, TAKE MAIN ROAD LEADING AROUND W SIDE, TURN
 BJ1644'RIGHT (E) IN REAR OF REFINERY, AND FOLLOW ROAD IN FRONT OF
 BJ1644'NEGRO CABINS ABOUT 1/4 MILE, TURN LEFT (N) ON PLANTATION ROAD,
 BJ1644'AND GO 1.4 MILES TO THE STATION, WHICH IS E OF ROAD, ABOUT
 BJ1644'150 YARDS W OF LOUISIANA AND ARKANSAS RAILWAY STATION, GRAMERCY,
 BJ1644'ABOUT 100 YARDS S OF RAILWAY CROSSING, AND SE OF PLANTATION
 BJ1644'CROSSROADS.
 BJ1644
 BJ1644                          STATION RECOVERY (1936)
 BJ1644
 BJ1644'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ1644'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  ALL
 BJ1644'MEASUREMENTS WERE CHECKED AND FOUND TO CONFORM TO THOSE GIVEN
 BJ1644'IN THE ORIGINAL DESCRIPTION.
 BJ1644
 BJ1644                          STATION RECOVERY (1955)
 BJ1644
 BJ1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ1644'THE STATION WAS VISITED, AND THE STATION MARK AND REFERENCE
 BJ1644'MARK 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 BJ1644'NOT LOCATED AT THIS DATE.  THE LOUISIANA AND ARKANSAS RAILWAY
 BJ1644'STATION AT GRAMERCY HAS BEEN MOVED W ABOUT 0.6 MI.  THE AREA
 BJ1644'AROUND THE STATION MARK IS NOW COVERED WITH A DENSE GROWTH OF
 BJ1644'TREES AND UNDERBRUSH.  A NEW DESCRIPTION FOLLOWS--
 BJ1644'
 BJ1644'THE STATION IS LOCATED 2.5 MI. N-NE OF GRAMERCY, 0.8 MI. E
 BJ1644'ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE STATION IN
 BJ1644'GRAMERCY, 0.25 MI. S OF U.S. HIGHWAY 61 (AIRLINE HIGHWAY),
 BJ1644'AND ON THE PROPERTY OWNED BY THE COLONIAL SUGAR REFINING CO.
 BJ1644'IT IS 389 FT. S OF THE S RAIL OF THE TRACK, 59 FT. E OF THE
 BJ1644'E EDGE OF A CANAL, 48 FT. E OF THE CENTER OF A ROAD PARALLELING
 BJ1644'THE CANAL, 36 FT. S OF A DITCH PARALLELING THE TRACKS, AND 2
 BJ1644'FT. N OF A RAILROAD RAIL PROJECTING 2 FT.  IT IS A STANDARD
 BJ1644'DISK, STAMPED GRAMERCY WEST BASE 1929 AND PROJECTING 6 IN.
 BJ1644'
 BJ1644'REFERENCE MARK 1 IS 122.8 FT. NE OF THE STATION, 165 FT. E
 BJ1644'OF THE CENTER OF THE N-S ROAD, 350 FT. S OF THE S RAIL OF THE
 BJ1644'TRACKS, AND 3 FT. N OF AN E-W DITCH.  IT IS A STANDARD DISK,
 BJ1644'STAMPED GRAMERCY WEST BASE NO 1 1929 AND PROJECTING 6 IN.
 BJ1644'
 BJ1644'REFERENCE MARK 2 IS 309.4 FT. S-SE OF THE STATION, AND AT THE
 BJ1644'E EDGE OF THE N-S ROAD.  IT IS A STANDARD DISK, STAMPED GRAMERCY
 BJ1644'WEST BASE NO 2 1929.
 BJ1644'
 BJ1644'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH AIRLINE
 BJ1644'AVENUE AND EAST RIVER ROAD AT THE S EDGE OF GRAMERCY JUST
 BJ1644'N OF THE LEVEE, GO N ON SOUTH AIRLINE AVENUE THROUGH TOWN
 BJ1644'FOR 2.55 MI. TO U.S. HIGHWAY 61, TURN RIGHT AND GO 0.9 MI.
 BJ1644'E ON U.S. HIGHWAY 61 TO A SIDE ROAD RIGHT JUST AFTER CROSSING
 BJ1644'A SMALL CANAL, TURN RIGHT AND PARALLEL THE CANAL FOR 0.15 MI. TO
 BJ1644'THE LOUISIANA AND ARKANSAS RAILWAY TRACK, CROSS THE TRACKS
 BJ1644'AND GO 0.1 MI. TO THE MARK ON THE LEFT.
 BJ1644
 BJ1644                          STATION RECOVERY (1964)
 BJ1644
 BJ1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1644'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED AND
 BJ1644'FOUND TO BE IN GOOD CONDITION.  THE STATION MAY BE REACHED BY
 BJ1644'GOING 0.7 MILE EAST ALONG STATE HIGHWAY 44 FROM THE JUNCTION
 BJ1644'OF STATE HIGHWAY 20 AT GRAMERCY, THENCE 1.6 MILES NORTH ALONG
 BJ1644'A FIELD ROAD, ON THE PROPERTY OF THE COLONIAL SUGAR COMPANY,
 BJ1644'NEAR THE CROSSING OF THE LOUISIANA AND ARKANSAS RAILROAD,
 BJ1644'127 YARDS SOUTH OF THE CROSSING OF THE FIELD ROAD AND THE
 BJ1644'TRACK, 48 FEET EAST OF THE CENTER LINE OF FIELD ROAD, 389 FEET
 BJ1644'SOUTH OF THE SOUTH RAIL OF L AND A TRACK, 1-1/2 FEET EAST OF
 BJ1644'A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH
 BJ1644'WITH GROUND.
 BJ1644'
 BJ1644'REFERENCE MARK NO. 1 IS 122.8 FEET NORTHEAST OF THE STATION,
 BJ1644'165 FEET EAST OF CENTER LINE OF FIELD ROAD, 350 FEET SOUTH
 BJ1644'OF THE SOUTH RAIL OF L AND A TRACK, SET IN THE TOP OF A
 BJ1644'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1644'
 BJ1644'REFERENCE MARK NO. 2 IS 309.4 FEET SOUTH-SOUTHEAST OF THE
 BJ1644'STATION, ALONG THE EAST SIDE OF A SMALL CANAL, 46 FEET NORTH
 BJ1644'OF A WILLOW TREE, 1-1/2 FEET WEST OF A METAL WITNESS POST,
 BJ1644'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 BJ1644'THE LEVEL OF THE GROUND.
 BJ1644
 BJ1644                          STATION RECOVERY (1964)
 BJ1644
 BJ1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1644'2.3 MI NE FROM GRAMERCY.
 BJ1644'0.7 MILE EAST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF STATE
 BJ1644'HIGHWAY 20 AT GRAMERCY, THENCE 1.6 MILES NORTH ALONG A FIELD ROAD, ON
 BJ1644'THE PROPERTY OF THE COLONIAL SUGAR REFINERY, ABOUT 127 YARDS SOUTH OF
 BJ1644'THE LOUISIANA AND ARKANSAS RAILROAD CROSSING THE FIELD ROAD, 48 FEET
 BJ1644'EAST OF THE CENTER LINE OF THE ROAD, 59 FEET EAST OF THE EAST EDGE OF
 BJ1644'A SMALL CANAL, 36 FEET SOUTH OF ANOTHER DITCH, 389 FEET SOUTH OF THE
 BJ1644'SOUTH RAIL OF THE L AND A TRACK, 1 1/2 FEET EAST OF A METAL WITNESS
 BJ1644'POST, A DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BJ1644
 BJ1644                          STATION RECOVERY (1972)
 BJ1644
 BJ1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ1644'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 BJ1644'IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR AND
 BJ1644'NOT RECOVERED.  THE HORIZONTAL DISTANCE TO REFERENCE MARK 1
 BJ1644'CHECKED ADEQUATELY TO THE 1929 DESCRIPTION.  REFERENCE MARKS
 BJ1644'3 AND 4 WERE ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW
 BJ1644'AND COMPLETE DESCRIPTION.
 BJ1644'
 BJ1644'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF GARYVILLE,
 BJ1644'1-1/2 MILES NORTH-NORTHWEST OF GRAMERCY AND ON PROPERTY OWNED
 BJ1644'BY THE COLONIAL SUGAR COMPANY.  ATTENTION MR. W.R. TUSON,
 BJ1644'GRAMERCY LOUISIANA 70052, PHONE NUMBER 869-5521.
 BJ1644'
 BJ1644'TO REACH THE STATION FROM THE POST OFFICE IN GRAMERCY, GO
 BJ1644'NORTH ON EAST MAIN STREET FOR 0.25 MILE TO THE JUNCTION WITH
 BJ1644'STATE HIGHWAY 641 AND THE COLONIAL SUGAR COMPANY ON THE RIGHT.
 BJ1644'CONTINUE NORTH ON STATE HIGHWAY 641 FOR 1.65 MILES TO THE
 BJ1644'JUNCTION WITH U.S. HIGHWAY 61 (AIRLINE HIGHWAY), TURN LEFT
 BJ1644'AND GO WEST ON U .S. HIGHWAY 61 FOR 0.5 MILES TO A CABLE
 BJ1644'GATE AND A TRACK ROAD ON THE LEFT, JUST BEFORE CROSSING
 BJ1644'A SMALL BAYOU.  TURN LEFT AND GO SOUTH PASSING THROUGH
 BJ1644'CABLE GATE ON TRACK ROAD FOR 0.1 MILE TO A SMALL METAL
 BJ1644'BRIDGE ON THE RIGHT, CONTINUE SOUTH PASSING TO THE LEFT
 BJ1644'OF THE SMALL BRIDGE FOR 0.05 MILE TO A RAILROAD CROSSING,
 BJ1644'CONTINUE SOUTH ON TRACK ROAD FOR 0.05 MILE TO THE STATION
 BJ1644'ON THE LEFT.  TO REACH REFERENCE MARK 4 (AZIMUTH MARK)
 BJ1644'CONTINUE SOUTH ON TRACK ROAD FOR 0.15 MILE TO THE MARK ON THE
 BJ1644'RIGHT.
 BJ1644'
 BJ1644'STATION MARKS ARE STANDARD DISKS STAMPED GRAMECY WEST BASE
 BJ1644'1929.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 BJ1644'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 BJ1644'IS 57 FEET EAST-NORTHEAST OF THE EAST EDGE OF THE BANK OF
 BJ1644'A SMALL BAYOU, 38 FEET EAST-NORTHEAST OF TRACK ROAD, 16 FEET
 BJ1644'NORTH OF A 12-INCH TREE AND 1 FOOT EAST-NORTHEAST OF A METAL
 BJ1644'WITNESS POST.
 BJ1644'
 BJ1644'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAMECY W. BASE
 BJ1644'1929 NO 1, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BJ1644'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 BJ1644'IT IS 139 FEET EAST-NORTHEAST OF THE TRACK ROAD, 3.6 FEET
 BJ1644'SOUTHWEST OF A 3-INCH TREE WITH A METAL WITNESS SIGN ATTACHED
 BJ1644'AND 3 FEET NORTHWEST OF A SMALL DITCH.
 BJ1644'
 BJ1644'REFERENCE MARK 3, A STANDARD DISK STAMPED GRAMECY WEST BASE
 BJ1644'NO 3 1929 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ1644'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 BJ1644'IS 14 FEET WEST-SOUTHWEST OF THE TRACK ROAD AND 4 FEET
 BJ1644'EAST-NORTHEAST OF THE EAST BANK OF THE BAYOU.
 BJ1644'
 BJ1644'REFERENCE MARK 4 (AZIMUTH MARK), A STANDARD DISK STAMPED
 BJ1644'GRAMECY WEST BASE NO 4 1929 1972, IS SET IN THE TOP OF A
 BJ1644'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ1644'GROUND SURFACE.  IT IS 59 FEET NORTH OF AN 18-INCH GAS PIPELINE
 BJ1644'CROSSING THE BAYOU, 47 FEET WEST OF A POWERLINE POLE, 17 FEET
 BJ1644'WEST-SOUTHWEST OF THE TRACK ROAD AND 3 FEET EAST-NORTHEAST
 BJ1644'OF THE EAST BANK OF THE BAYOU.
 BJ1644'
 BJ1644'NOTE--THE STAMPING ON THESE MARKS ARE STAMPED AS STATED IN
 BJ1644'THE 1972 DESCRIPTION AND NOT AS STATED IN THE OLD OR PREVIOUS
 BJ1644'DESCRIPTION.
 BJ1644'
 BJ1644'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 BJ1644'
 BJ1644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 BJ1644'NORTH-NORTHWEST OF GRAMERCY
 BJ1644
 BJ1644                          STATION RECOVERY (1973)
 BJ1644
 BJ1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BJ1644'RECOVERED IN GOOD CONDITION.
 BJ1644
 BJ1644                          STATION RECOVERY (1977)
 BJ1644
 BJ1644'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1977 (JEG)
 BJ1644'GRAMERCY WEST BASE 1929 RECOVERED GOOD.
 BJ1644'
 BJ1644'FEBRUARY 9, 1977
 BJ1644'
 BJ1644'TO REACH MONUMENT FROM GRAMERCY, GO SOUTHEAST ALONG U. S. 61 0.4
 BJ1644'MILES FROM EAST CITY LIMITS OF GRAMERCY TO COLONIAL CANAL.  THEN
 BJ1644'SOUTH ALONG CANAL TO RAILROAD.
 BJ1644'
 BJ1644'MONUMENT IS 390 FEET SOUTH OF RAILROAD,. 56 FEET EAST OF EAST BANK OF
 BJ1644'COLONIAL CANAL. 16 FEET NORTHERLY OF 18 HACKBERRY. 78 FEET
 BJ1644'SOUTHWEST OF 30 HACKBERRY.
 BJ1644'
 BJ1644'MONUMENT WAS FOUND TO BE IN GOOD CONDITION.
 BJ1644'
 BJ1644'REFERENCE MARK NO. 1 WAS FOUND ALSO AND APPARENTLY IS IN THE SAME
 BJ1644'POSITION AS DESCRIBED IN NOTES PUBLISHED JULY 1967.  MONUMENT WAS
 BJ1644'FOUND TO BE IN GOOD COND.
 BJ1644'
 BJ1644'DISTANCE AND AZIMUTH TO THIS MONUMENT WAS NOT CHECKED.
 BJ1644'
 BJ1644'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILES SOUTHEAST
 BJ1644'ALONG U. S. 61 FROM EAST CITY LIMITS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0726 ***********************************************************************
 AV0726  DESIGNATION -  GRAND
 AV0726  PID         -  AV0726
 AV0726  STATE/COUNTY-  LA/CAMERON
 AV0726  USGS QUAD   -  MALLARD BAY (1979)
 AV0726
 AV0726                         *CURRENT SURVEY CONTROL
 AV0726  ___________________________________________________________________
 AV0726* NAD 83(1992)-  29 57 42.27635(N)    092 44 35.45156(W)     ADJUSTED  
 AV0726* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0726  **This station is located in a subsidence area (see below).
 AV0726  ___________________________________________________________________
 AV0726  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AV0726  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AV0726
 AV0726  HORZ ORDER  -  THIRD
 AV0726
 AV0726.The horizontal coordinates were established by classical geodetic methods
 AV0726.and adjusted by the National Geodetic Survey in January 1993..
 AV0726
 AV0726 ** The orthometric height has not been validated since last determined
 AV0726 ** by differential leveling and should not be used for control purposes.
 AV0726 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0726 ** area with valid NAVD 88 orthometric heights.
 AV0726 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0726 ** epoch indicated which incorporates improved geoid heights for the
 AV0726 ** Southern Louisiana Subsidence area.
 AV0726 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0726.The orthometric height was scaled from a topographic map.
 AV0726
 AV0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0726
 AV0726.The geoid height was determined by GEOID03.
 AV0726
 AV0726;                    North         East     Units Scale Factor Converg.
 AV0726;SPC LA S     -   162,862.986   863,930.405   MT  0.99992598   -0 42 17.8
 AV0726;SPC LA S     -   534,326.31  2,834,411.67   sFT  0.99992598   -0 42 17.8
 AV0726;UTM  15      - 3,314,573.962   524,779.136   MT  0.99960758   +0 07 41.7
 AV0726
 AV0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0726!SPC LA S     -   1.00000390  x   0.99992598  =   0.99992988
 AV0726!UTM  15      -   1.00000390  x   0.99960758  =   0.99961148
 AV0726
 AV0726:                Primary Azimuth Mark                     Grid Az
 AV0726:SPC LA S     -  CANAL                                    114 12 18.9
 AV0726:UTM  15      -  CANAL                                    113 22 19.4
 AV0726
 AV0726|---------------------------------------------------------------------|
 AV0726| PID    Reference Object                     Distance      Geod. Az  |
 AV0726|                                                           dddmmss.s |
 AV0726| AV0727 CANAL                               APPROX. 5.2 KM 1133001.1 |
 AV0726| CV9827 GRAND RM                            176.937 METERS 27120     |
 AV0726|---------------------------------------------------------------------|
 AV0726
 AV0726                          SUPERSEDED SURVEY CONTROL
 AV0726
 AV0726  NAD 83(1986)-  29 57 42.29679(N)    092 44 35.43791(W) AD(       ) 3
 AV0726  NAD 27      -  29 57 41.53000(N)    092 44 34.89000(W) AD(       ) 3
 AV0726
 AV0726.Superseded values are not recommended for survey control.
 AV0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0726.See file dsdata.txt to determine how the superseded data were derived.
 AV0726
 AV0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2477914574(NAD 83)
 AV0726_MARKER: DD = SURVEY DISK
 AV0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0726
 AV0726  HISTORY     - Date     Condition        Report By
 AV0726  HISTORY     - 1933     MONUMENTED       USGS
 AV0726  HISTORY     - 1947     GOOD             CGS
 AV0726  HISTORY     - 1966     GOOD             CGS
 AV0726
 AV0726                          STATION DESCRIPTION
 AV0726
 AV0726'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0726'THIS STATION IS LOCATED ON THE S SIDE OF THE INTRACOASTAL CANAL
 AV0726'ON TOP OF THE SPOIL BANK JUST N OF GRAND LAKE.  IT IS 28 METERS
 AV0726'S OF THE S BANK OF THE CANAL, 75 METERS N OF THE SHORES OF
 AV0726'GRAND LAKE AND 120 METERS E OF THE E END OF A TURN IN THE CANAL.
 AV0726'
 AV0726'STATION MARK IS SET IN A SLIGHT DEPRESSION ON TOP OF A HIGH
 AV0726'PILE OF DIRT.  IT IS A SQUARE CONCRETE MONUMENT WITH A STANDARD
 AV0726'U.S.G.S. DISK SET ABOUT 8 INCHES ABOVE THE GROUND.
 AV0726'
 AV0726'REFERENCE MARK IS A SQUARE CONCRETE MONUMENT WITH A STANDARD
 AV0726'U.S.G.S. DISK SET 15 INCHES ABOVE THE GROUND.  IT IS SET ON TOP
 AV0726'OF THE SPOIL BANK OPPOSITE THE CENTER OF THE TURN IN THE CANAL
 AV0726'AND 172.30 METERS W OF THE STATION IN MAGNETIC AZIMUTH 265 DEG
 AV0726'15 MIN.
 AV0726'
 AV0726'NOTE--STATION RECOVERED AND REDESCRIBED IN 1934 BY U.S.
 AV0726'COAST AND GEODETIC SURVEY, THOS. B. REED, CHIEF OF PARTY.
 AV0726
 AV0726                          STATION RECOVERY (1947)
 AV0726
 AV0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0726'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK AND
 AV0726'REFERENCE MARK RECOVERED IN GOOD CONDITION.
 AV0726
 AV0726                          STATION RECOVERY (1966)
 AV0726
 AV0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0726'THE STATION WAS VISITED 3/31/66 AND THE STATION WAS FOUND
 AV0726'DESTROYED THE REFERENCE MARK WAS FOUND IN GOOD CONDITION 25
 AV0726'FEET SOUTH OF THE SOUTH BANK OF THE INTERCOASTAL CANAL AND
 AV0726'11 FEET NORTH OF AN 8-INCHLOCUST.  THE MARK PROJEDTS 2 FEET.
 AV0726'THE STANDARD REFERENCE MARK DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2808 ***********************************************************************
 BK2808  DESIGNATION -  GRAND
 BK2808  PID         -  BK2808
 BK2808  STATE/COUNTY-  LA/VERMILION
 BK2808  USGS QUAD   -  KAPLAN NORTH (1983)
 BK2808
 BK2808                         *CURRENT SURVEY CONTROL
 BK2808  ___________________________________________________________________
 BK2808* NAD 83(1992)-  30 06 31.01077(N)    092 17 36.15849(W)     ADJUSTED  
 BK2808* NAVD 88     -         6.4  **(meters)      21.   **(feet)  VERTCON   
 BK2808  **This station is located in a subsidence area (see below).
 BK2808  ___________________________________________________________________
 BK2808  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BK2808  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK2808
 BK2808  HORZ ORDER  -  SECOND
 BK2808
 BK2808.The horizontal coordinates were established by classical geodetic methods
 BK2808.and adjusted by the National Geodetic Survey in January 1993..
 BK2808
 BK2808 ** The orthometric height has not been validated since last determined
 BK2808 ** by differential leveling and should not be used for control purposes.
 BK2808 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2808 ** area with valid NAVD 88 orthometric heights.
 BK2808 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2808 ** epoch indicated which incorporates improved geoid heights for the
 BK2808 ** Southern Louisiana Subsidence area.
 BK2808 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2808
 BK2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2808
 BK2808.The geoid height was determined by GEOID03.
 BK2808
 BK2808;                    North         East     Units Scale Factor Converg.
 BK2808;SPC LA S     -   178,693.350   907,477.752   MT  0.99992751   -0 28 48.1
 BK2808;SPC LA S     -   586,263.10  2,977,283.26   sFT  0.99992751   -0 28 48.1
 BK2808;UTM  15      - 3,331,031.372   568,078.645   MT  0.99965718   +0 21 16.1
 BK2808
 BK2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2808!SPC LA S     -   1.00000326  x   0.99992751  =   0.99993077
 BK2808!UTM  15      -   1.00000326  x   0.99965718  =   0.99966044
 BK2808
 BK2808|---------------------------------------------------------------------|
 BK2808| PID    Reference Object                     Distance      Geod. Az  |
 BK2808|                                                           dddmmss.s |
 BK2808| CW1427 GRAND RM 1                           11.514 METERS 10502     |
 BK2808| BK2807 GRAND LDH 1969 A                     24.502 METERS 12043     |
 BK2808| CW1426 GRAND AZ MK                                        1813438.5 |
 BK2808| CW1428 GRAND RM 2                           12.618 METERS 24706     |
 BK2808|---------------------------------------------------------------------|
 BK2808
 BK2808                          SUPERSEDED SURVEY CONTROL
 BK2808
 BK2808  NAD 83(1986)-  30 06 31.03022(N)    092 17 36.15266(W) AD(       ) 2
 BK2808  NAD 27      -  30 06 30.29059(N)    092 17 35.68571(W) AD(       ) 2
 BK2808  NGVD 29 (07/19/86)    6.4    (m)           21.     (f) VERT ANG       
 BK2808
 BK2808.Superseded values are not recommended for survey control.
 BK2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2808.See file dsdata.txt to determine how the superseded data were derived.
 BK2808
 BK2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6807931031(NAD 83)
 BK2808_MARKER: DD = SURVEY DISK
 BK2808_SETTING: 0 = UNSPECIFIED SETTING
 BK2808
 BK2808  HISTORY     - Date     Condition        Report By
 BK2808  HISTORY     - 1969     MONUMENTED       LADH
 BK2808
 BK2808                          STATION DESCRIPTION
 BK2808
 BK2808'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK2808'THE STATION IS LOCATED 10.00 MILES SOUTHWEST OF RAYNE AND 12 MILES
 BK2808'NORTHWEST OF ABBEVILLE.  IT IS APPROXIMATELY 300.0 FEET EAST OF THE
 BK2808'CENTERLINE OF STATE HIGHWAY 699, 45.80 FEET SOUTH OF THE CENTER OF
 BK2808'A GRAVEL DRIVE, 18.30 FEET NORTH OF THE SOUTHWEST CORNER OF A CHAIN
 BK2808'LINK FENCE, 3.00 FEET SOUTH OF A 3 BARB FENCE, 2.90 FEET SOUTH OF A
 BK2808'SERVICE POLE, AND 1.50 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BK2808'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BK2808'SURVEY DISK, STAMPED GRAND 1969 AND IS FLUSH WITH THE GROUND.
 BK2808'
 BK2808'REFERENCE MARK NO. 1 IS 37.78 FEET SOUTHEAST OF THE STATION.  IT IS
 BK2808'APPROXIMATELY 340.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2808'699, 61.70 FEET SOUTH OF THE CENTER
 BK2808'OF A GRAVEL DRIVE, 37.20 FEET EAST-SOUTHEAST OF A POWER
 BK2808'SERVICE POLE, 33.70 FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER OF A
 BK2808'CHAIN LINK FENCE, 11.0 FEET SOUTH-SOUTHEAST OF THE NORTHWEST
 BK2808'CORNER OF A CONCRETE SLAB, 2.40 FEET NORTH OF A CHAIN LINK FENCE.
 BK2808'THE MARK IS SET FLUSH IN A CONCRETE SLAB (DRILL HOLE).  IT IS A
 BK2808'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BK2808'DISK, STAMPED GRAND R. M. 1 1969 AND IS FLUSH WITH THE GROUND.
 BK2808'
 BK2808'REFERENCE MARK NO. 2 IS 41.39 FEET WEST-SOUTHWEST OF THE STATION.
 BK2808'IT IS APPROXIMATELY 250.0 FEET EAST OF THE CENTERLINE OF STATE
 BK2808'HIGHWAY 699, 43.0 FEET SOUTHWEST OF A POWER SERVICE POLE, 41.10 FEET
 BK2808'WEST OF A FENCE CORNER, 42.50 FEET WEST OF A WITNESS POST AT THE
 BK2808'STATION.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BK2808'GEODETIC SURVEY DISK STAMPED GRAND R. M. 2 1969 AND IS FLUSH WITH
 BK2808'THE GROUND.
 BK2808'
 BK2808'THE AZIMUTH MARK IS 0.35 MILE SOUTHWEST OF THE STATION. IT IS 38.80
 BK2808'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 699, 24.50 FEET
 BK2808'NORTHWEST OF THE WEST END OF A CROSS DRAIN, 14.60 FEET NORTH OF A
 BK2808'POWER POLE, 2.30 FEET EAST OF A FENCE, AND 1.65 FEET WEST OF A
 BK2808'METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF
 BK2808'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED GRAND AZ.
 BK2808'MK. 1969, PROJECTING 3 INCHES.
 BK2808'
 BK2808'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG STATE
 BK2808'HIGHWAY 699 FOR 0.35 MILE TO A MARK SET ON THE WEST SIDE OF THE
 BK2808'HIGHWAY NEAR A FENCE.
 BK2808'
 BK2808'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 699 AND
 BK2808'U. S. HIGHWAY 167, 2 MILES SOUTH OF MAURICE, DRIVE WEST ALONG STATE
 BK2808'HIGHWAY 699 FOR 10 MILES TO A RIGHT ANGLE TURN TO THE NORTH,
 BK2808'CONTINUE NORTH ALONG STATE HIGHWAY 699 FOR 2 MILES TO THE
 BK2808'INTERSECTION WITH STATE HIGHWAY 92.  STATION IS SET IN THE
 BK2808'NORTHEAST QUADRANT OF THE INTERSECTION IN A PASTURE NEAR A POWER
 BK2808'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1045 ***********************************************************************
 AT1045  DESIGNATION -  GRAND
 AT1045  PID         -  AT1045
 AT1045  STATE/COUNTY-  LA/PLAQUEMINES
 AT1045  USGS QUAD   -  PILOTTOWN (1993)
 AT1045
 AT1045                         *CURRENT SURVEY CONTROL
 AT1045  ___________________________________________________________________
 AT1045* NAD 83(1992)-  29 07 52.85779(N)    089 21 04.83870(W)     ADJUSTED  
 AT1045* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1045  **This station is located in a subsidence area (see below).
 AT1045  ___________________________________________________________________
 AT1045  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AT1045  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AT1045
 AT1045  HORZ ORDER  -  SECOND
 AT1045
 AT1045.The horizontal coordinates were established by classical geodetic methods
 AT1045.and adjusted by the National Geodetic Survey in January 1993..
 AT1045
 AT1045 ** The orthometric height has not been validated since last determined
 AT1045 ** by differential leveling and should not be used for control purposes.
 AT1045 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1045 ** area with valid NAVD 88 orthometric heights.
 AT1045 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1045 ** epoch indicated which incorporates improved geoid heights for the
 AT1045 ** Southern Louisiana Subsidence area.
 AT1045 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1045.The orthometric height was scaled from a topographic map.
 AT1045
 AT1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1045
 AT1045.The geoid height was determined by GEOID03.
 AT1045
 AT1045;                    North         East     Units Scale Factor Converg.
 AT1045;SPC LA S     -    71,652.258 1,192,876.304   MT  1.00003998   +0 59 27.7
 AT1045;SPC LA S     -   235,079.12  3,913,628.34   sFT  1.00003998   +0 59 27.7
 AT1045;UTM  16      - 3,224,824.116   271,235.356   MT  1.00024583   -1 08 42.6
 AT1045
 AT1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1045!SPC LA S     -   1.00000374  x   1.00003998  =   1.00004372
 AT1045!UTM  16      -   1.00000374  x   1.00024583  =   1.00024957
 AT1045
 AT1045|---------------------------------------------------------------------|
 AT1045| PID    Reference Object                     Distance      Geod. Az  |
 AT1045|                                                           dddmmss.s |
 AT1045| DD7145 GRAND RM 1                           17.757 METERS 11806     |
 AT1045| AT1053 DOUBLE BAYOU LIGHT 9                APPROX. 9.8 KM 1613004.4 |
 AT1045| DD7146 GRAND RM 2                           20.955 METERS 23654     |
 AT1045| AT1056 BENT                                APPROX. 6.2 KM 2425516.5 |
 AT1045| AT1072 RED PASS OIL DERRICK                APPROX.12.1 KM 3395426.9 |
 AT1045|---------------------------------------------------------------------|
 AT1045
 AT1045                          SUPERSEDED SURVEY CONTROL
 AT1045
 AT1045  NAD 83(1986)-  29 07 52.86324(N)    089 21 04.85071(W) AD(       ) 2
 AT1045  NAD 27      -  29 07 52.03500(N)    089 21 04.66600(W) AD(       ) 2
 AT1045
 AT1045.Superseded values are not recommended for survey control.
 AT1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1045.See file dsdata.txt to determine how the superseded data were derived.
 AT1045
 AT1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7123524824(NAD 83)
 AT1045_MARKER: DS = TRIANGULATION STATION DISK
 AT1045_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1045_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1045
 AT1045  HISTORY     - Date     Condition        Report By
 AT1045  HISTORY     - 1927     MONUMENTED       CGS
 AT1045  HISTORY     - 1936     GOOD             CGS
 AT1045  HISTORY     - 1955     MARK NOT FOUND   CGS
 AT1045
 AT1045                          STATION DESCRIPTION
 AT1045
 AT1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 AT1045'IN A GROWTH OF TREES ON THE S BANK OF GRAND PASS, ABOUT 9 MILES S OF
 AT1045'THE JUMP WHICH IS
 AT1045'THE ENTRANCE INTO GRAND PASS FROM THE MISSISSIPPI
 AT1045'RIVER, AT A FORK IN A STREAM, AT
 AT1045'ABOUT THE CENTER LINE OF THE STREAM
 AT1045'EXTENDED S, AND ABOUT 10 METERS (33 FEET) FROM THE
 AT1045'WATERS EDGE.  THE
 AT1045'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE
 AT1045'CENTERS OF THE
 AT1045'TOPS OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE
 AT1045'TO THE UPPER ENDS OF LONG WOODEN
 AT1045'PILES DRIVEN INTO THE MARSH.
 AT1045'REFERENCE MARK NO.  1 IS 17.77 METERS (58.3 FEET)
 AT1045'FROM THE STATION
 AT1045'S 61 DEG 54 MIN E. REFERENCE MARK NO.  2 IS 20.97
 AT1045'METERS (68.8 FEET)
 AT1045'FROM THE STATION S 56 DEG 55 MIN W. ALL
 AT1045'THE MARKS PROJECT ABOUT 10
 AT1045'INCHES ABOVE THE SURFACE OF THE GROUND.
 AT1045
 AT1045                          STATION RECOVERY (1936)
 AT1045
 AT1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1045'RECOVERED AS DESCRIBED AND FOUND ALL MARKS TO BE IN GOOD CONDITION.
 AT1045'
 AT1045'WHERE MARKS ORIGINALLY PROJECTED 10 INCHES ABOVE THE SURFACE, THEY
 AT1045'ARE NOW 2 INCHES
 AT1045'BELOW THE SURFACE DUE TO DEPOSITS OF SILT.  THE
 AT1045'SHORELINE HAS ERODED SOMEWHAT, AND
 AT1045'THE CENTER MARK IS NOW ONLY 6
 AT1045'METERS INSHORE.  DUE TO THE ABOVE CHANGES A NEW
 AT1045'DESCRIPTION WAS
 AT1045'WRITTEN AS FOLLOWS-
 AT1045'
 AT1045'STATION IS LCOATED IN GRAND PASS, ABOUT NINE MILES S OF THE JUMP,
 AT1045'THAT IS THE
 AT1045'ENTRANCE INTO GRAND PASS FROM THE MISSISSIPPI RIVER.  IT
 AT1045'IS AT A FORK IN THE STREAM,
 AT1045'AND IS ON THE S BANK, AT ABOUT THE CENTER
 AT1045'LINE OF THE STREAM EXTENDED S.  STATION IS
 AT1045'ABOUT 6 METERS INSHORE
 AT1045'FROM THE WATERS EDGE, IN AMONGST THE TREES, AND ABOUT 30
 AT1045'METERS W OF TIP
 AT1045'OF POINT OF LAND FORMED BY THE JUNCTION OF THE TWO STREAMS.
 AT1045'
 AT1045'REFERENCE MARK NO. 1 IS 23 METERS INSHORE, AND IS ESE OF THE STATION.
 AT1045'
 AT1045'REFERENCE MARK NO. 2 IS 7 METERS INSHORE AND IS SW BY W OF THE
 AT1045'STATION.
 AT1045
 AT1045                          STATION RECOVERY (1955)
 AT1045
 AT1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1045'NOT RECOVERED.  THE STATION WAS NOT RECOVERED AFTER A 3/4-HR.  SEARCH
 AT1045'BY TWO MEN.  THERE
 AT1045'ARE NO WELL-DEFINED REFERENCE POINTS IN THE AREA
 AT1045'TO DETERMINE THE RATE OF EROSION, BUT
 AT1045'IF EROSION CONTINUED AT THE
 AT1045'SAME RATE AS FROM 1927 TO 1936, THE STATION HAS BEEN
 AT1045'WASHED OUT.
 AT1045'REFERENCE MARK 1 MIGHT STILL BE IN PLACE, BUT IT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3075 ***********************************************************************
 AU3075  DESIGNATION -  GRAND
 AU3075  PID         -  AU3075
 AU3075  STATE/COUNTY-  LA/TERREBONNE
 AU3075  USGS QUAD   -  GRAND BAYOU DU LARGE (1994)
 AU3075
 AU3075                         *CURRENT SURVEY CONTROL
 AU3075  ___________________________________________________________________
 AU3075* NAD 83(1992)-  29 12 58.62398(N)    090 53 56.79765(W)     ADJUSTED  
 AU3075* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3075  ___________________________________________________________________
 AU3075  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU3075  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AU3075
 AU3075  HORZ ORDER  -  SECOND
 AU3075
 AU3075.The horizontal coordinates were established by classical geodetic methods
 AU3075.and adjusted by the National Geodetic Survey in January 1993..
 AU3075
 AU3075.The orthometric height was scaled from a topographic map.
 AU3075
 AU3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3075
 AU3075.The geoid height was determined by GEOID03.
 AU3075
 AU3075;                    North         East     Units Scale Factor Converg.
 AU3075;SPC LA S     -    79,478.528 1,042,222.516   MT  1.00001877   +0 13 01.6
 AU3075;SPC LA S     -   260,755.80  3,419,358.37   sFT  1.00001877   +0 13 01.6
 AU3075;UTM  15      - 3,233,776.546   704,223.202   MT  1.00011468   +1 01 32.9
 AU3075
 AU3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3075!SPC LA S     -   1.00000385  x   1.00001877  =   1.00002262
 AU3075!UTM  15      -   1.00000385  x   1.00011468  =   1.00011853
 AU3075
 AU3075|---------------------------------------------------------------------|
 AU3075| PID    Reference Object                     Distance      Geod. Az  |
 AU3075|                                                           dddmmss.s |
 AU3075| DD7145 GRAND RM 1                           14.890 METERS 07604     |
 AU3075| AU3063 BAYOU                               APPROX. 7.6 KM 1311936.1 |
 AU3075| DD7146 GRAND RM 2                           20.580 METERS 21701     |
 AU3075|---------------------------------------------------------------------|
 AU3075
 AU3075                          SUPERSEDED SURVEY CONTROL
 AU3075
 AU3075  NAD 83(1986)-  29 12 58.64679(N)    090 53 56.80635(W) AD(       ) 2
 AU3075  NAD 27      -  29 12 57.84700(N)    090 53 56.46200(W) AD(       ) 2
 AU3075
 AU3075.Superseded values are not recommended for survey control.
 AU3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3075.See file dsdata.txt to determine how the superseded data were derived.
 AU3075
 AU3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0422333777(NAD 83)
 AU3075_MARKER: DS = TRIANGULATION STATION DISK
 AU3075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3075_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3075
 AU3075  HISTORY     - Date     Condition        Report By
 AU3075  HISTORY     - 1928     MONUMENTED       CGS
 AU3075  HISTORY     - 1952     GOOD             CGS
 AU3075  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU3075
 AU3075                          STATION DESCRIPTION
 AU3075
 AU3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3075'STATION IS ABOUT 14 MILES E OF OYSTER BAYOU, ABOUT 4 MILES UP
 AU3075'GRAND CAILLOU BAYOU, ON THE FIRST POINT W OF THE ENTRANCE OF
 AU3075'CAILLOU BAYOU INTO CAILLOU LAKE (SISTER LAKE), 27 METERS
 AU3075'(90 FEET) E OF THE SHORE OF SISTER LAKE, 68 METERS (223.09 FEET)
 AU3075'FROM THE END OF A SMALL POINT TO THE NW OF THE STATION, AND ABOUT
 AU3075'110 METERS (360 FEET) FROM THE TIP OF THE MAIN POINT TO THE
 AU3075'NE.
 AU3075'
 AU3075'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AU3075'CONCRETE IN THE TOP OF TILES.
 AU3075'
 AU3075'REFERENCE MARK NO. 1 IS 14.89 METERS (48.9 FEET) FROM THE
 AU3075'STATION N 76 DEG 04 MIN E.
 AU3075'
 AU3075'REFERENCE MARK NO. 2 IS 20.58 METERS (67.5 FEET) FROM THE
 AU3075'STATION S 37 DEG 01 MIN W.
 AU3075
 AU3075                          STATION RECOVERY (1952)
 AU3075
 AU3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3075'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3075'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3075'
 AU3075'STATION IS LOCATED ABOUT 4.5 MI. ABOVE THE MOUTH OF BAYOU GRAND
 AU3075'CAILLOU, ON THE W SIDE OF THE FIRST PASS BETWEEN BAYOU GRAND
 AU3075'CAILLOU AND CAILLOU LAKE, NEAR THE N END OF A SMALL ISLAND IN
 AU3075'CAILLOU LAKE AND 3 FT. E OF A 4- BY 4-IN. WOODEN WITNESS POST.
 AU3075'THE N TIP OF THE ISLAND IS 176 FT. N 46 DEG E AND THE
 AU3075'NEAREST APPARENT SHORELINE IS 23 FT. N 59 DEG W.  IT
 AU3075'IS A STANDARD DISK, STAMPED GRAND 1928 AND SET IN THE TOP OF AN
 AU3075'8-IN. CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU3075'
 AU3075'REFERENCE MARK 1 IS 14.89 M. (48.9 FT.) FROM THE STATION.
 AU3075'IT IS A STANDARD DISK, STAMPED GRAND NO 1 1928 AND SET IN THE TOP
 AU3075'OF AN 8-IN. CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU3075'
 AU3075'REFERENCE MARK 2 IS 3 FT. E OF THE APPARENT SHORELINE, AND 20.58
 AU3075'M. (67.5 FT.) FROM THE STATION.
 AU3075'IT IS A STANDARD DISK, STAMPED GRAND
 AU3075'NO 2 1928 AND SET IN THE TOP OF AN 8-IN. CONCRETE MONUMENT
 AU3075'PROJECTING 4 IN. ABOVE THE GROUND.
 AU3075
 AU3075                          STATION RECOVERY (1965)
 AU3075
 AU3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3075'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND,
 AU3075'AND ARE BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1568 ***********************************************************************
 CQ1568  DESIGNATION -  GRAND BAYOU BOLT
 CQ1568  PID         -  CQ1568
 CQ1568  STATE/COUNTY-  LA/RED RIVER
 CQ1568  USGS QUAD   -  HARMON (1980)
 CQ1568
 CQ1568                         *CURRENT SURVEY CONTROL
 CQ1568  ___________________________________________________________________
 CQ1568* NAD 83(1986)-  32 05 38.     (N)    093 27 41.     (W)     SCALED    
 CQ1568* NAVD 88     -        42.55   (+/-2cm)     139.6    (feet)  VERTCON   
 CQ1568  ___________________________________________________________________
 CQ1568  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1568
 CQ1568  VERT ORDER  -  ? (See Below)
 CQ1568
 CQ1568.The horizontal coordinates were scaled from a topographic map and have
 CQ1568.an estimated accuracy of +/- 6 seconds.
 CQ1568
 CQ1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1568.The vertical order pertains to the NGVD 29 superseded value.
 CQ1568
 CQ1568.The geoid height was determined by GEOID03.
 CQ1568
 CQ1568;                    North         East    Units  Estimated Accuracy
 CQ1568;SPC LA N     -   177,130.      909,260.      MT  (+/- 180 meters Scaled)
 CQ1568
 CQ1568                          SUPERSEDED SURVEY CONTROL
 CQ1568
 CQ1568  NGVD 29 (??/??/??)   42.611  (m)          139.80   (f) ADJUSTED    ?  
 CQ1568
 CQ1568.Superseded values are not recommended for survey control.
 CQ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1568.See file dsdata.txt to determine how the superseded data were derived.
 CQ1568
 CQ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR564509(NAD 83)
 CQ1568_MARKER: B = BOLT
 CQ1568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1568_SP_SET: CONCRETE SLAB
 CQ1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1568
 CQ1568  HISTORY     - Date     Condition        Report By
 CQ1568  HISTORY     - UNK      MONUMENTED       DOD
 CQ1568  HISTORY     - 1969     GOOD             CGS
 CQ1568
 CQ1568                          STATION DESCRIPTION
 CQ1568
 CQ1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1568'10.9 MI NW FROM COUSHATTA.
 CQ1568'AT GRAND BAYOU, RED RIVER PARISH, AT THE PUBLIC SCHOOL, IN THE
 CQ1568'SOUTHEAST CORNER OF THE YARD, 149.7 FEET SOUTH OF THE SOUTHEAST CORNER
 CQ1568'OF THE BUILDING, 39 FEET NORTHWEST OF THE CENTERLINE OF OLD STATE
 CQ1568'HIGHWAY 20, AND 3.4 FEET NORTHWEST OF THE INSIDE EDGE OF THE CONCRETE
 CQ1568'SIDEWALK.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 CQ1568'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 CQ1568'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1569 ***********************************************************************
 CQ1569  DESIGNATION -  GRAND BAYOU CAP
 CQ1569  PID         -  CQ1569
 CQ1569  STATE/COUNTY-  LA/RED RIVER
 CQ1569  USGS QUAD   -  HARMON (1980)
 CQ1569
 CQ1569                         *CURRENT SURVEY CONTROL
 CQ1569  ___________________________________________________________________
 CQ1569* NAD 83(1986)-  32 05 39.     (N)    093 27 43.     (W)     SCALED    
 CQ1569* NAVD 88     -        43.751  (meters)     143.54   (feet)  ADJUSTED  
 CQ1569  ___________________________________________________________________
 CQ1569  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1569  DYNAMIC HT  -          43.700 (meters)     143.37  (feet)  COMP
 CQ1569  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CQ1569
 CQ1569  VERT ORDER  -  FIRST     CLASS I
 CQ1569
 CQ1569.The horizontal coordinates were scaled from a topographic map and have
 CQ1569.an estimated accuracy of +/- 6 seconds.
 CQ1569
 CQ1569.The orthometric height was determined by differential leveling
 CQ1569.and adjusted by the National Geodetic Survey in February 1994..
 CQ1569
 CQ1569.The geoid height was determined by GEOID03.
 CQ1569
 CQ1569.The dynamic height is computed by dividing the NAVD 88
 CQ1569.geopotential number by the normal gravity value computed on the
 CQ1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1569.degrees latitude (g = 980.6199 gals.).
 CQ1569
 CQ1569.The modeled gravity was interpolated from observed gravity values.
 CQ1569
 CQ1569;                    North         East    Units  Estimated Accuracy
 CQ1569;SPC LA N     -   177,160.      909,200.      MT  (+/- 180 meters Scaled)
 CQ1569
 CQ1569                          SUPERSEDED SURVEY CONTROL
 CQ1569
 CQ1569  NAVD 88 (06/15/91)   43.750  (m)          143.54   (f) UNKNOWN     1 1
 CQ1569  NGVD 29 (??/??/??)   43.809  (m)          143.73   (f) ADJUSTED    1 1
 CQ1569
 CQ1569.Superseded values are not recommended for survey control.
 CQ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1569.See file dsdata.txt to determine how the superseded data were derived.
 CQ1569
 CQ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR564509(NAD 83)
 CQ1569_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1569_SP_SET: PIPE
 CQ1569_STAMPING: PBM GRAND BAYOU
 CQ1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1569
 CQ1569  HISTORY     - Date     Condition        Report By
 CQ1569  HISTORY     - UNK      MONUMENTED       DOD
 CQ1569  HISTORY     - 1969     GOOD             CGS
 CQ1569  HISTORY     - 1977     GOOD             NGS
 CQ1569
 CQ1569                          STATION DESCRIPTION
 CQ1569
 CQ1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1569'10.9 MI NW FROM COUSHATTA.
 CQ1569'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1569'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 7.45 MILES NORTHWEST
 CQ1569'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 0.95 MILE NORTHEAST
 CQ1569'ALONG A PAVED ROAD, 150 FEET SOUTH OF THE SOUTH CORNER OF A SCHOOL
 CQ1569'BUILDING, 32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 22 1/2
 CQ1569'FEET EAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 15 FEET SOUTHEAST
 CQ1569'OF A 28-INCH SYCAMORE TREE, 2 1/2 FEET SOUTHWEST OF A 26-INCH CEDAR
 CQ1569'TREE, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A U.S. ENGINEERS
 CQ1569'CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 15 INCHES ABOVE
 CQ1569'THE SURFACE OF THE GROUND.  SEC 23, T 13N, R 11W.
 CQ1569
 CQ1569                          STATION RECOVERY (1977)
 CQ1569
 CQ1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1230 ***********************************************************************
 AT1230  DESIGNATION -  GRAND BAYOU LIGHT 1927
 AT1230  PID         -  AT1230
 AT1230  STATE/COUNTY-  LA/JEFFERSON
 AT1230  USGS QUAD   -  WILKINSON BAY (1992)
 AT1230
 AT1230                         *CURRENT SURVEY CONTROL
 AT1230  ___________________________________________________________________
 AT1230* NAD 83(1992)-  29 25 35.14295(N)    089 58 37.52428(W)     ADJUSTED  
 AT1230* NAVD 88     -                                                        
 AT1230  **This station is located in a subsidence area (see below).
 AT1230  ___________________________________________________________________
 AT1230  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AT1230  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AT1230
 AT1230  HORZ ORDER  -  THIRD
 AT1230
 AT1230.The horizontal coordinates were established by classical geodetic methods
 AT1230.and adjusted by the National Geodetic Survey in January 1993..
 AT1230
 AT1230 ** The orthometric height has not been validated since last determined
 AT1230 ** by differential leveling and should not be used for control purposes.
 AT1230 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1230 ** area with valid NAVD 88 orthometric heights.
 AT1230 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1230 ** epoch indicated which incorporates improved geoid heights for the
 AT1230 ** Southern Louisiana Subsidence area.
 AT1230 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1230
 AT1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1230
 AT1230.The geoid height was determined by GEOID03.
 AT1230
 AT1230;                    North         East     Units Scale Factor Converg.
 AT1230;SPC LA S     -   103,469.838 1,131,598.540   MT  0.99997565   +0 40 41.3
 AT1230;SPC LA S     -   339,467.29  3,712,586.21   sFT  0.99997565   +0 40 41.3
 AT1230;UTM  16      - 3,258,920.630   211,162.063   MT  1.00062956   -1 27 49.2
 AT1230;UTM  15      - 3,259,035.149   793,285.520   MT  1.00066151   +1 29 10.4
 AT1230
 AT1230                          SUPERSEDED SURVEY CONTROL
 AT1230
 AT1230  NAD 83(1986)-  29 25 35.15626(N)    089 58 37.53147(W) AD(       ) 4
 AT1230  NAD 27      -  29 25 34.36000(N)    089 58 37.27000(W) AD(       ) 3
 AT1230
 AT1230.Superseded values are not recommended for survey control.
 AT1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1230.See file dsdata.txt to determine how the superseded data were derived.
 AT1230
 AT1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1116258921(NAD 83)
 AT1230_MARKER: 14 = NAVIGATION LIGHT
 AT1230
 AT1230  HISTORY     - Date     Condition        Report By
 AT1230  HISTORY     - 1921     FIRST OBSERVED   CGS
 AT1230  HISTORY     - 1934     GOOD             CGS
 AT1230
 AT1230                          STATION DESCRIPTION
 AT1230
 AT1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (GCM)
 AT1230'ON THE EAST BANK OF SOUTH PASS, MIDWAY BETWEEN HEAD OF THE PASSES
 AT1230'LH AND SOUTH PASS
 AT1230'LH.  IT IS A POST LIGHT.
 AT1230
 AT1230                          STATION RECOVERY (1934)
 AT1230
 AT1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AT1230'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3170 ***********************************************************************
 CQ3170  DESIGNATION -  GRAND CANE LOT
 CQ3170  PID         -  CQ3170
 CQ3170  STATE/COUNTY-  LA/DE SOTO
 CQ3170  USGS QUAD   -  GLOSTER (1994)
 CQ3170
 CQ3170                         *CURRENT SURVEY CONTROL
 CQ3170  ___________________________________________________________________
 CQ3170* NAD 83(1992)-  32 07 40.74713(N)    093 48 08.84924(W)     ADJUSTED  
 CQ3170* NAVD 88     -                                                        
 CQ3170  ___________________________________________________________________
 CQ3170  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CQ3170  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ3170
 CQ3170  HORZ ORDER  -  THIRD
 CQ3170
 CQ3170.The horizontal coordinates were established by classical geodetic methods
 CQ3170.and adjusted by the National Geodetic Survey in February 1996..
 CQ3170
 CQ3170
 CQ3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3170
 CQ3170.The geoid height was determined by GEOID03.
 CQ3170
 CQ3170;                    North         East     Units Scale Factor Converg.
 CQ3170;SPC LA N     -   181,241.774   877,110.518   MT  0.99992145   -0 41 19.0
 CQ3170;SPC LA N     -   594,624.05  2,877,653.42   sFT  0.99992145   -0 41 19.0
 CQ3170;UTM  15      - 3,554,903.943   424,307.935   MT  0.99967065   -0 25 36.4
 CQ3170
 CQ3170                          SUPERSEDED SURVEY CONTROL
 CQ3170
 CQ3170  NAD 83(1992)-  32 07 40.74708(N)    093 48 08.84870(W) AD(       ) 4
 CQ3170  NAD 83(1986)-  32 07 40.75715(N)    093 48 08.84413(W) AD(       ) 4
 CQ3170  NAD 27      -  32 07 40.17248(N)    093 48 08.18593(W) AD(       ) 3
 CQ3170
 CQ3170.Superseded values are not recommended for survey control.
 CQ3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3170.See file dsdata.txt to determine how the superseded data were derived.
 CQ3170
 CQ3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2430854904(NAD 83)
 CQ3170_MARKER: 57 = LOOKOUT TOWER
 CQ3170
 CQ3170  HISTORY     - Date     Condition        Report By
 CQ3170  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3170  HISTORY     - 19960907 MARK NOT FOUND   USPSQD
 CQ3170
 CQ3170                          STATION DESCRIPTION
 CQ3170
 CQ3170'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3170'THE POINT INTERSECTED IS THE TOP CENTER OF THE CABIN SURMOUNTED
 CQ3170'ON A FOUR-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 125
 CQ3170'FEET.  IT IS ABOUT 5 MILES SOUTHEAST OF KICKAPOO, 3 MILES
 CQ3170'NORTH-NORTHEAST OF GRAND CANE AND 1-3/4 MILES EAST OF
 CQ3170'U.S. HIGHWAY 171.
 CQ3170
 CQ3170                          STATION RECOVERY (1996)
 CQ3170
 CQ3170'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0765 ***********************************************************************
 AV0765  DESIGNATION -  GRAND CHENIER CH W MERM FERRY
 AV0765  PID         -  AV0765
 AV0765  STATE/COUNTY-  LA/CAMERON
 AV0765  USGS QUAD   -  GRAND CHENIER (1980)
 AV0765
 AV0765                         *CURRENT SURVEY CONTROL
 AV0765  ___________________________________________________________________
 AV0765* NAD 83(1992)-  29 46 00.55558(N)    092 58 31.88727(W)     ADJUSTED  
 AV0765* NAVD 88     -                                                        
 AV0765  **This station is located in a subsidence area (see below).
 AV0765  ___________________________________________________________________
 AV0765  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AV0765  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AV0765
 AV0765  HORZ ORDER  -  THIRD
 AV0765
 AV0765.The horizontal coordinates were established by classical geodetic methods
 AV0765.and adjusted by the National Geodetic Survey in January 1993..
 AV0765
 AV0765 ** The orthometric height has not been validated since last determined
 AV0765 ** by differential leveling and should not be used for control purposes.
 AV0765 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0765 ** area with valid NAVD 88 orthometric heights.
 AV0765 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0765 ** epoch indicated which incorporates improved geoid heights for the
 AV0765 ** Southern Louisiana Subsidence area.
 AV0765 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0765
 AV0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0765
 AV0765.The geoid height was determined by GEOID03.
 AV0765
 AV0765;                    North         East     Units Scale Factor Converg.
 AV0765;SPC LA S     -   141,558.186   841,197.903   MT  0.99993404   -0 49 16.0
 AV0765;SPC LA S     -   464,428.82  2,759,830.12   sFT  0.99993404   -0 49 16.0
 AV0765;UTM  15      - 3,292,947.938   502,366.130   MT  0.99960007   +0 00 43.7
 AV0765
 AV0765                          SUPERSEDED SURVEY CONTROL
 AV0765
 AV0765  NAD 83(1986)-  29 46 00.57892(N)    092 58 31.86662(W) AD(       ) 4
 AV0765  NAD 27      -  29 45 59.78600(N)    092 58 31.34300(W) AD(       ) 3
 AV0765
 AV0765.Superseded values are not recommended for survey control.
 AV0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0765.See file dsdata.txt to determine how the superseded data were derived.
 AV0765
 AV0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0236692948(NAD 83)
 AV0765
 AV0765  HISTORY     - Date     Condition        Report By
 AV0765  HISTORY     - 1932     FIRST OBSERVED   CGS
 AV0765  HISTORY     - 1955     GOOD             CGS
 AV0765
 AV0765                          STATION DESCRIPTION
 AV0765
 AV0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0765'STAFF ON TOP OF BELFRY OF SMALL CHURCH.  WOODEN STRUCTURE
 AV0765'ABOUT 1/2 MILE E OF FERRY ON N SIDE OF SHELL ROAD.  BELFRY
 AV0765'TO S AND FRONT OF CHURCH.  LOCATED IN GRAND CHENIER.
 AV0765
 AV0765                          STATION RECOVERY (1955)
 AV0765
 AV0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0765'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AV0765'ADEQUATE, EXCEPT THAT THE FERRY HAS BEEN REPLACED BY A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0766 ***********************************************************************
 AV0766  DESIGNATION -  GRAND CHENIER COLUM GULF MAST
 AV0766  PID         -  AV0766
 AV0766  STATE/COUNTY-  LA/CAMERON
 AV0766  USGS QUAD   -  GRAND CHENIER (1980)
 AV0766
 AV0766                         *CURRENT SURVEY CONTROL
 AV0766  ___________________________________________________________________
 AV0766* NAD 83(1992)-  29 46 23.10796(N)    092 59 09.78145(W)     ADJUSTED  
 AV0766* NAVD 88     -                                                        
 AV0766  **This station is located in a subsidence area (see below).
 AV0766  ___________________________________________________________________
 AV0766  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AV0766  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AV0766
 AV0766  HORZ ORDER  -  THIRD
 AV0766
 AV0766.The horizontal coordinates were established by classical geodetic methods
 AV0766.and adjusted by the National Geodetic Survey in January 1993..
 AV0766
 AV0766 ** The orthometric height has not been validated since last determined
 AV0766 ** by differential leveling and should not be used for control purposes.
 AV0766 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0766 ** area with valid NAVD 88 orthometric heights.
 AV0766 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0766 ** epoch indicated which incorporates improved geoid heights for the
 AV0766 ** Southern Louisiana Subsidence area.
 AV0766 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0766
 AV0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0766
 AV0766.The geoid height was determined by GEOID03.
 AV0766
 AV0766;                    North         East     Units Scale Factor Converg.
 AV0766;SPC LA S     -   142,267.118   840,190.094   MT  0.99993360   -0 49 35.0
 AV0766;SPC LA S     -   466,754.70  2,756,523.67   sFT  0.99993360   -0 49 35.0
 AV0766;UTM  15      - 3,293,641.907   501,348.457   MT  0.99960002   +0 00 24.9
 AV0766
 AV0766                          SUPERSEDED SURVEY CONTROL
 AV0766
 AV0766  NAD 83(1986)-  29 46 23.13155(N)    092 59 09.76218(W) AD(       ) 4
 AV0766  NAD 27      -  29 46 22.34000(N)    092 59 09.23600(W) AD(       ) 3
 AV0766
 AV0766.Superseded values are not recommended for survey control.
 AV0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0766.See file dsdata.txt to determine how the superseded data were derived.
 AV0766
 AV0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0134893642(NAD 83)
 AV0766
 AV0766  HISTORY     - Date     Condition        Report By
 AV0766  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0766  HISTORY     - 20050406 GOOD             USPSQD
 AV0766
 AV0766                          STATION DESCRIPTION
 AV0766
 AV0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0766'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF GRAND CHENIER,
 AV0766'AND 2.0 MILES NORTH OF THE RIVER RUNNING EAST AND WEST FROM
 AV0766'THE DRAW BRIDGE.  IT IS 200 FEET HIGH AND IS RED AND WHITE
 AV0766'IN COLOR.  WITH A RED LIGHT ON THE TOP.  THE INTERSECTING
 AV0766'POINT WAS THE LIGHT TOP CENTER.
 AV0766
 AV0766                          STATION RECOVERY (2005)
 AV0766
 AV0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2683 ***********************************************************************
 BK2683  DESIGNATION -  GRAND COTEAU HUM KKC 669 MST
 BK2683  PID         -  BK2683
 BK2683  STATE/COUNTY-  LA/ST LANDRY
 BK2683  USGS QUAD   -  SUNSET (1983)
 BK2683
 BK2683                         *CURRENT SURVEY CONTROL
 BK2683  ___________________________________________________________________
 BK2683* NAD 83(1992)-  30 24 14.66014(N)    092 02 43.02174(W)     ADJUSTED  
 BK2683* NAVD 88     -                                                        
 BK2683  **This station is located in a subsidence area (see below).
 BK2683  ___________________________________________________________________
 BK2683  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK2683  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2683
 BK2683  HORZ ORDER  -  THIRD
 BK2683
 BK2683.The horizontal coordinates were established by classical geodetic methods
 BK2683.and adjusted by the National Geodetic Survey in January 1993..
 BK2683
 BK2683 ** The orthometric height has not been validated since last determined
 BK2683 ** by differential leveling and should not be used for control purposes.
 BK2683 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2683 ** area with valid NAVD 88 orthometric heights.
 BK2683 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2683 ** epoch indicated which incorporates improved geoid heights for the
 BK2683 ** Southern Louisiana Subsidence area.
 BK2683 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2683
 BK2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2683
 BK2683.The geoid height was determined by GEOID03.
 BK2683
 BK2683;                    North         East     Units Scale Factor Converg.
 BK2683;SPC LA S     -   211,269.749   931,590.377   MT  0.99995042   -0 21 21.5
 BK2683;SPC LA S     -   693,140.83  3,056,392.76   sFT  0.99995042   -0 21 21.5
 BK2683;UTM  15      - 3,363,947.918   591,706.928   MT  0.99970375   +0 28 59.6
 BK2683
 BK2683                          SUPERSEDED SURVEY CONTROL
 BK2683
 BK2683  NAD 83(1986)-  30 24 14.68026(N)    092 02 43.01596(W) AD(       ) 4
 BK2683  NAD 27      -  30 24 13.96726(N)    092 02 42.58458(W) AD(       ) 3
 BK2683
 BK2683.Superseded values are not recommended for survey control.
 BK2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2683.See file dsdata.txt to determine how the superseded data were derived.
 BK2683
 BK2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9170763948(NAD 83)
 BK2683_MARKER: 42 = RADIO/TV MAST
 BK2683
 BK2683  HISTORY     - Date     Condition        Report By
 BK2683  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2683
 BK2683                          STATION DESCRIPTION
 BK2683
 BK2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2683'THE STATION IS THE TOP-CENTER OF THE MAST.  IT IS LOCATED AT THE
 BK2683'HEADQUARTERS OF HUMBLE OIL AND GAS COMPANY IN THE SOUTH EDGE OF
 BK2683'GRAND COTEAU.
 BK2683'
 BK2683'THE MAST IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN
 BK2683'CROSS-SECTION, PAINTED RED AND WHITE WITH AN OVERALL HEIGHT OF 146
 BK2683'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2682 ***********************************************************************
 BK2682  DESIGNATION -  GRAND COTEAU MUN TANK
 BK2682  PID         -  BK2682
 BK2682  STATE/COUNTY-  LA/ST LANDRY
 BK2682  USGS QUAD   -  SUNSET (1983)
 BK2682
 BK2682                         *CURRENT SURVEY CONTROL
 BK2682  ___________________________________________________________________
 BK2682* NAD 83(1992)-  30 24 53.44677(N)    092 02 26.66249(W)     ADJUSTED  
 BK2682* NAVD 88     -                                                        
 BK2682  **This station is located in a subsidence area (see below).
 BK2682  ___________________________________________________________________
 BK2682  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK2682  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2682
 BK2682  HORZ ORDER  -  THIRD
 BK2682
 BK2682.The horizontal coordinates were established by classical geodetic methods
 BK2682.and adjusted by the National Geodetic Survey in January 1993..
 BK2682
 BK2682 ** The orthometric height has not been validated since last determined
 BK2682 ** by differential leveling and should not be used for control purposes.
 BK2682 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2682 ** area with valid NAVD 88 orthometric heights.
 BK2682 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2682 ** epoch indicated which incorporates improved geoid heights for the
 BK2682 ** Southern Louisiana Subsidence area.
 BK2682 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2682
 BK2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2682
 BK2682.The geoid height was determined by GEOID03.
 BK2682
 BK2682;                    North         East     Units Scale Factor Converg.
 BK2682;SPC LA S     -   212,461.370   932,034.389   MT  0.99995175   -0 21 13.4
 BK2682;SPC LA S     -   697,050.34  3,057,849.49   sFT  0.99995175   -0 21 13.4
 BK2682;UTM  15      - 3,365,145.619   592,133.333   MT  0.99970472   +0 29 08.4
 BK2682
 BK2682                          SUPERSEDED SURVEY CONTROL
 BK2682
 BK2682  NAD 83(1986)-  30 24 53.46685(N)    092 02 26.65673(W) AD(       ) 4
 BK2682  NAD 27      -  30 24 52.75464(N)    092 02 26.22566(W) AD(       ) 3
 BK2682
 BK2682.Superseded values are not recommended for survey control.
 BK2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2682.See file dsdata.txt to determine how the superseded data were derived.
 BK2682
 BK2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9213365146(NAD 83)
 BK2682_MARKER: 53 = ELEVATED TANK
 BK2682
 BK2682  HISTORY     - Date     Condition        Report By
 BK2682  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2682
 BK2682                          STATION DESCRIPTION
 BK2682
 BK2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2682'THE STATION IS THE TOP-CENTER OF THE TANK.  THE TANK IS A ROUND
 BK2682'BALL-TYPE TANK SUPPORTED BY A SINGLE STANDPIPE.
 BK2682'
 BK2682'IT IS LOCATED AT THE FIRE DEPARTMENT BUILDING IN THE EAST EDGE OF
 BK2682'GRAND COTEAU.  IT IS SILVER IN COLOR WITH AN OVERALL HEIGHT OF 125
 BK2682'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5106 ***********************************************************************
 BJ5106  DESIGNATION -  GRAND DAM
 BJ5106  PID         -  BJ5106
 BJ5106  STATE/COUNTY-  LA/IBERVILLE
 BJ5106  USGS QUAD   -  GRAND RIVER (1992)
 BJ5106
 BJ5106                         *CURRENT SURVEY CONTROL
 BJ5106  ___________________________________________________________________
 BJ5106* NAD 83(1992)-  30 13 34.45417(N)    091 25 13.19280(W)     ADJUSTED  
 BJ5106* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BJ5106  ___________________________________________________________________
 BJ5106  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5106  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5106
 BJ5106  HORZ ORDER  -  FIRST
 BJ5106
 BJ5106.The horizontal coordinates were established by classical geodetic methods
 BJ5106.and adjusted by the National Geodetic Survey in January 1993..
 BJ5106
 BJ5106.The orthometric height was scaled from a topographic map.
 BJ5106
 BJ5106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5106
 BJ5106.The geoid height was determined by GEOID03.
 BJ5106
 BJ5106;                    North         East     Units Scale Factor Converg.
 BJ5106;SPC LA S     -   191,347.179   991,625.550   MT  0.99993345   -0 02 36.6
 BJ5106;SPC LA S     -   627,778.20  3,253,358.16   sFT  0.99993345   -0 02 36.6
 BJ5106;UTM  15      - 3,344,909.834   652,018.189   MT  0.99988511   +0 47 43.4
 BJ5106
 BJ5106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5106!SPC LA S     -   1.00000428  x   0.99993345  =   0.99993773
 BJ5106!UTM  15      -   1.00000428  x   0.99988511  =   0.99988939
 BJ5106
 BJ5106:                Primary Azimuth Mark                     Grid Az
 BJ5106:SPC LA S     -  GRAND DAM AZ MK                          091 30 58.1
 BJ5106:UTM  15      -  GRAND DAM AZ MK                          090 40 38.1
 BJ5106
 BJ5106|---------------------------------------------------------------------|
 BJ5106| PID    Reference Object                     Distance      Geod. Az  |
 BJ5106|                                                           dddmmss.s |
 BJ5106| CW1423 GRAND DAM AZ MK                                    0912821.5 |
 BJ5106| CW1424 GRAND DAM RM 1                      105.979 METERS 12829     |
 BJ5106| CW1425 GRAND DAM RM 2                       89.230 METERS 16719     |
 BJ5106|---------------------------------------------------------------------|
 BJ5106
 BJ5106                          SUPERSEDED SURVEY CONTROL
 BJ5106
 BJ5106  NAD 83(1986)-  30 13 34.47330(N)    091 25 13.18966(W) AD(       ) 1
 BJ5106  NAD 27      -  30 13 33.76295(N)    091 25 12.79211(W) AD(       ) 1
 BJ5106
 BJ5106.Superseded values are not recommended for survey control.
 BJ5106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5106.See file dsdata.txt to determine how the superseded data were derived.
 BJ5106
 BJ5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5201844910(NAD 83)
 BJ5106_MARKER: DS = TRIANGULATION STATION DISK
 BJ5106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ5106_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BJ5106
 BJ5106  HISTORY     - Date     Condition        Report By
 BJ5106  HISTORY     - 1935     MONUMENTED       CGS
 BJ5106  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5106
 BJ5106                          STATION DESCRIPTION
 BJ5106
 BJ5106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5106'ABOUT 3/4 MILE SE OF THE JUNCTION OF THE UPPER GRAND RIVER
 BJ5106'WITH MARINGOUIN BAYOU ON THE EASTERNMOST POINT OF AN EARTH
 BJ5106'FILL ON THE N SIDE OF THE UPPER GRAND RIVER, ABOUT 400 FEET
 BJ5106'E OF THE N END OF THE GRAND DAM (THAT PORTION OF THE E PROTECTION
 BJ5106'LEVEE OF THE ATCHAFALAYA BASIN THAT DAMS THE UPPER GRAND
 BJ5106'RIVER), 59 FEET N OF THE N EDGE OF THE RIVER, 19 FEET W
 BJ5106'OF THE W EDGE OF THE N-S BAYOU, AND ABOUT 142 FEET E OF THE
 BJ5106'N END OF A ROW OF WOOD PILES THAT SPANS THE RIVER JUST E
 BJ5106'OF THE DAM.  THE STATION IS MARKED BY A STANDARD BRONZE DISK
 BJ5106'SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH
 BJ5106'IS FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF A LONG
 BJ5106'WOODEN PILE DRIVEN INTO THE MARSH.  IT PROJECTS 4 INCHES
 BJ5106'ABOVE THE GROUND.  REFERENCE MARK NO. 1, A STANDARD
 BJ5106'BRONZE DISK SET IN CONCRETE AT THE TOP OF A TILE WHICH IS
 BJ5106'FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF A LONG
 BJ5106'WOODEN PILE DRIVEN INTO THE MARSH, AND PROJECTS 4 INCHES.
 BJ5106'IS ON THE S BANK OF THE RIVER, 6 FEET S OF THE EDGE OF
 BJ5106'THE RIVER BANK AND 347.70 FEET (105.98 METERS) FROM THE
 BJ5106'STATION S 51 DEG 31 MIN E. REFERENCE MARK NO. 2,
 BJ5106'A STANDARD BRONZE REFERENCE DISK SET IN CONCRETE AT THE
 BJ5106'TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO
 BJ5106'THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH,
 BJ5106'AND PROJECTS 3 INCHES.  IS ON THE S BANK OF THE RIVER, 5
 BJ5106'FEET S OF THE EDGE OF THE RIVER BANK, ABOUT 400 FEET E OF
 BJ5106'THE S END OF THE GRAND DAM, 103 FEET E OF THE S END OF THE
 BJ5106'ROW OF PILES THAT SPANS THE RIVER, 72 FEET W OF THE W
 BJ5106'BANK OF A SMALL N-S BAYOU THAT RUNS S FROM THE RIVER,
 BJ5106'219.13 FEET (66.79 METERS) W OF REFERENCE MARK NO. 1 AND 292.75
 BJ5106'FEET (89.23 METERS) FROM THE STATION
 BJ5106'S 12 DEG 41 MIN E. THE AZIMUTH MARK, A STANDARD BRONZE DISK SET
 BJ5106'IN CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY
 BJ5106'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN
 BJ5106'PILE DRIVEN INTO THE MARSH, AND PROJECTS 6 INCHES.  IS ON
 BJ5106'THE S BANK OF THE RIVER, ABOUT 12 FEET S OF THE EDGE OF
 BJ5106'THE RIVER BANK, 10 FEET SW OF 15-INCH TWIN WILLOW TREES
 BJ5106'LEANING OUT OVER THE RIVER, AND APPROXIMATELY 0.25 MILE FROM
 BJ5106'THE STATION S 88 DEG 32 MIN E.
 BJ5106
 BJ5106                          STATION RECOVERY (1957)
 BJ5106
 BJ5106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5106'THE STATION MARK AND REFERENCE MARKS WERE NOT RECOVERED AFTER
 BJ5106'A THOROUGH SEARCH AND INVESTIGATION OF THE AREA.  THE STATION
 BJ5106'NOW PLOTS IN THE WATER AREA OF UPPER GRAND RIVER AND IT IS
 BJ5106'BELIEVED THAT ALL MARKS HAVE BEEN DESTROYED BY LEVEE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1187 ***********************************************************************
 AT1187  DESIGNATION -  GRAND ECAILLE FREEPORT CO MAST
 AT1187  PID         -  AT1187
 AT1187  STATE/COUNTY-  LA/PLAQUEMINES
 AT1187  USGS QUAD   -  BAY BATISTE (1993)
 AT1187
 AT1187                         *CURRENT SURVEY CONTROL
 AT1187  ___________________________________________________________________
 AT1187* NAD 83(1992)-  29 22 45.92369(N)    089 46 52.82481(W)     ADJUSTED  
 AT1187* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1187  **This station is located in a subsidence area (see below).
 AT1187  ___________________________________________________________________
 AT1187  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AT1187  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AT1187
 AT1187  HORZ ORDER  -  THIRD
 AT1187
 AT1187.The horizontal coordinates were established by classical geodetic methods
 AT1187.and adjusted by the National Geodetic Survey in January 1993..
 AT1187
 AT1187 ** The orthometric height has not been validated since last determined
 AT1187 ** by differential leveling and should not be used for control purposes.
 AT1187 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1187 ** area with valid NAVD 88 orthometric heights.
 AT1187 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1187 ** epoch indicated which incorporates improved geoid heights for the
 AT1187 ** Southern Louisiana Subsidence area.
 AT1187 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1187.The orthometric height was scaled from a topographic map.
 AT1187
 AT1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1187
 AT1187.The geoid height was determined by GEOID03.
 AT1187
 AT1187;                    North         East     Units Scale Factor Converg.
 AT1187;SPC LA S     -    98,501.263 1,150,661.949   MT  0.99998414   +0 46 33.7
 AT1187;SPC LA S     -   323,166.23  3,775,130.08   sFT  0.99998414   +0 46 33.7
 AT1187;UTM  16      - 3,253,239.840   230,037.505   MT  1.00049938   -1 21 55.2
 AT1187
 AT1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1187!SPC LA S     -   1.00000381  x   0.99998414  =   0.99998795
 AT1187!UTM  16      -   1.00000381  x   1.00049938  =   1.00050319
 AT1187
 AT1187                          SUPERSEDED SURVEY CONTROL
 AT1187
 AT1187  NAD 83(1986)-  29 22 45.93449(N)    089 46 52.83250(W) AD(       ) 4
 AT1187  NAD 27      -  29 22 45.13980(N)    089 46 52.59124(W) AD(       ) 3
 AT1187
 AT1187.Superseded values are not recommended for survey control.
 AT1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1187.See file dsdata.txt to determine how the superseded data were derived.
 AT1187
 AT1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3003853240(NAD 83)
 AT1187_MARKER: 41 = ANTENNA MAST
 AT1187
 AT1187  HISTORY     - Date     Condition        Report By
 AT1187  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1187  HISTORY     - 1979     GOOD             NGS
 AT1187
 AT1187                          STATION DESCRIPTION
 AT1187
 AT1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1187'STATION IS LOCATED ABOUT 11 MILES WEST OF EMPIRE,
 AT1187'ABOUT 8-1/2 MILES
 AT1187'SOUTHWEST OF PORT SULPHUR, ON EAST SIDE OF GRANDE
 AT1187'ECAILLE LAKE AND ON PROPERTY AT
 AT1187'FREEPORT SULPHUR COMPANY PLANT.
 AT1187'
 AT1187'STATION IS A SILVER COLORED MAST, HAS ANTENNA ON TOP AND IS ABOUT
 AT1187'100 FEET HIGH.
 AT1187'
 AT1187'THE MEASURED DISTANCE FROM STATION SULPHUR IS 98.55 FEET OR 30.038
 AT1187'METERS.
 AT1187
 AT1187                          STATION RECOVERY (1979)
 AT1187
 AT1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1187'THE STATION, GRAND ECAILLE FREEPORT SULPHUR COMPANY MAST, WAS
 AT1187'RECOVERED AS DESCRIBED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1190 ***********************************************************************
 AT1190  DESIGNATION -  GRAND ECAILLE FREEPORT CO STK
 AT1190  PID         -  AT1190
 AT1190  STATE/COUNTY-  LA/PLAQUEMINES
 AT1190  USGS QUAD   -  BAY BATISTE (1993)
 AT1190
 AT1190                         *CURRENT SURVEY CONTROL
 AT1190  ___________________________________________________________________
 AT1190* NAD 83(1992)-  29 22 49.91524(N)    089 46 52.40600(W)     ADJUSTED  
 AT1190* NAVD 88     -                                                        
 AT1190  **This station is located in a subsidence area (see below).
 AT1190  ___________________________________________________________________
 AT1190  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AT1190  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AT1190
 AT1190  HORZ ORDER  -  THIRD
 AT1190
 AT1190.The horizontal coordinates were established by classical geodetic methods
 AT1190.and adjusted by the National Geodetic Survey in January 1993..
 AT1190
 AT1190 ** The orthometric height has not been validated since last determined
 AT1190 ** by differential leveling and should not be used for control purposes.
 AT1190 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1190 ** area with valid NAVD 88 orthometric heights.
 AT1190 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1190 ** epoch indicated which incorporates improved geoid heights for the
 AT1190 ** Southern Louisiana Subsidence area.
 AT1190 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1190
 AT1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1190
 AT1190.The geoid height was determined by GEOID03.
 AT1190
 AT1190;                    North         East     Units Scale Factor Converg.
 AT1190;SPC LA S     -    98,624.300 1,150,671.577   MT  0.99998393   +0 46 33.9
 AT1190;SPC LA S     -   323,569.89  3,775,161.67   sFT  0.99998393   +0 46 33.9
 AT1190;UTM  16      - 3,253,362.495   230,051.731   MT  1.00049929   -1 21 55.1
 AT1190
 AT1190                          SUPERSEDED SURVEY CONTROL
 AT1190
 AT1190  NAD 83(1986)-  29 22 49.92611(N)    089 46 52.41371(W) AD(       ) 4
 AT1190  NAD 27      -  29 22 49.13696(N)    089 46 52.17260(W) AD(       ) 3
 AT1190
 AT1190.Superseded values are not recommended for survey control.
 AT1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1190.See file dsdata.txt to determine how the superseded data were derived.
 AT1190
 AT1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3005253362(NAD 83)
 AT1190_MARKER: 63 = STACK
 AT1190
 AT1190  HISTORY     - Date     Condition        Report By
 AT1190  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1190
 AT1190                          STATION DESCRIPTION
 AT1190
 AT1190'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1788 ***********************************************************************
 BX1788  DESIGNATION -  GRAND ECORE BOLT
 BX1788  PID         -  BX1788
 BX1788  STATE/COUNTY-  LA/NATCHITOCHES
 BX1788  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1788
 BX1788                         *CURRENT SURVEY CONTROL
 BX1788  ___________________________________________________________________
 BX1788* NAD 83(1986)-  31 48 58.     (N)    093 05 06.     (W)     SCALED    
 BX1788* NAVD 88     -        38.33   (+/-2cm)     125.8    (feet)  VERTCON   
 BX1788  ___________________________________________________________________
 BX1788  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1788
 BX1788  VERT ORDER  -  ? (See Below)
 BX1788
 BX1788.The horizontal coordinates were scaled from a topographic map and have
 BX1788.an estimated accuracy of +/- 6 seconds.
 BX1788
 BX1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1788.The vertical order pertains to the NGVD 29 superseded value.
 BX1788
 BX1788.The geoid height was determined by GEOID03.
 BX1788
 BX1788;                    North         East    Units  Estimated Accuracy
 BX1788;SPC LA N     -   146,070.      944,620.      MT  (+/- 180 meters Scaled)
 BX1788
 BX1788                          SUPERSEDED SURVEY CONTROL
 BX1788
 BX1788  NGVD 29 (??/??/??)   38.375  (m)          125.90   (f) ADJUSTED    ?  
 BX1788
 BX1788.Superseded values are not recommended for survey control.
 BX1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1788.See file dsdata.txt to determine how the superseded data were derived.
 BX1788
 BX1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR919200(NAD 83)
 BX1788_MARKER: P = PIPE CAP
 BX1788_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1788_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1788_STAMPING: GRAND ECORE
 BX1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1788
 BX1788  HISTORY     - Date     Condition        Report By
 BX1788  HISTORY     - UNK      MONUMENTED       DOD
 BX1788  HISTORY     - 1972     GOOD             NGS
 BX1788  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1788  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1788
 BX1788                          STATION DESCRIPTION
 BX1788
 BX1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BX1788'IN GRAND ECORE.
 BX1788'ABOUT 500 FEET SOUTH OF THE SOUTHEND OF THE BRIDGE OVER RED RIVER AND
 BX1788'112 FEET EAST OF THE CENTER OF OLD STATE HIGHWAY 1, ON PROPERTY OWNED
 BX1788'BY MR. SIBLEY, 20 FEET SOUTH OF THE ENTER OF THE ROAD, 1.5 FEET EAST
 BX1788'OF THE NORTHEAST CORNER OF THE BRICK WALL OF GARAGE ATACHMENT TO THE
 BX1788'NORTH SIDE OF THE HOUSE, 1 FOOT WEST OF THE PROJECTED PLANE OF THE
 BX1788'WEST WALL OF THE GARAGE.  IT IS A COPPER BOLT, SET IN THE TOP OF A
 BX1788'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BX1788'IRON PIPE BEARING A CORPS OF ENGINEERS STANDARD CAP.  THE TOP OF THE
 BX1788'PIPE IS ABOUT 2 INCHES BELOW THE LEVEL OF THE GROUND.
 BX1788
 BX1788                          STATION RECOVERY (1995)
 BX1788
 BX1788'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1788'MARK NOT FOUND.
 BX1788
 BX1788                          STATION RECOVERY (2001)
 BX1788
 BX1788'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1787 ***********************************************************************
 BX1787  DESIGNATION -  GRAND ECORE CAP
 BX1787  PID         -  BX1787
 BX1787  STATE/COUNTY-  LA/NATCHITOCHES
 BX1787  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1787
 BX1787                         *CURRENT SURVEY CONTROL
 BX1787  ___________________________________________________________________
 BX1787* NAD 83(1986)-  31 48 58.     (N)    093 05 06.     (W)     SCALED    
 BX1787* NAVD 88     -        39.55   (+/-2cm)     129.8    (feet)  VERTCON   
 BX1787  ___________________________________________________________________
 BX1787  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1787
 BX1787  VERT ORDER  -  ? (See Below)
 BX1787
 BX1787.The horizontal coordinates were scaled from a topographic map and have
 BX1787.an estimated accuracy of +/- 6 seconds.
 BX1787
 BX1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1787.The vertical order pertains to the NGVD 29 superseded value.
 BX1787
 BX1787.The geoid height was determined by GEOID03.
 BX1787
 BX1787;                    North         East    Units  Estimated Accuracy
 BX1787;SPC LA N     -   146,070.      944,620.      MT  (+/- 180 meters Scaled)
 BX1787
 BX1787                          SUPERSEDED SURVEY CONTROL
 BX1787
 BX1787  NGVD 29 (??/??/??)   39.591  (m)          129.89   (f) ADJUSTED    ?  
 BX1787
 BX1787.Superseded values are not recommended for survey control.
 BX1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1787.See file dsdata.txt to determine how the superseded data were derived.
 BX1787
 BX1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR919200(NAD 83)
 BX1787_MARKER: P = PIPE CAP
 BX1787_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1787_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1787_STAMPING: GRAND ECORE
 BX1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1787
 BX1787  HISTORY     - Date     Condition        Report By
 BX1787  HISTORY     - UNK      MONUMENTED       DOD
 BX1787  HISTORY     - 1972     GOOD             NGS
 BX1787  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1787
 BX1787                          STATION DESCRIPTION
 BX1787
 BX1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BX1787'IN GRAND ECORE.
 BX1787'ABOUT 500 FEET SOUTH OF THE SOUTHEND OF THE BRIDGE OVER RED RIVER AND
 BX1787'112 FEET EAST OF THE CENTER OF OLD STATE HIGHWAY 1, ON PROPERTY OWNED
 BX1787'BY MR. SIBLEY, 20 FEET SOUTH OF THE CENTER OF THE ROAD, 1.5 FEET EAST
 BX1787'OF THE NORTHEAST CORNER OF THE BRICK WALL OF GARAGE ATACHMENT TO THE
 BX1787'NORTH SIDE OF THE HOUSE, 1 FOOT WEST OF THE PROJECTED PLANE OF THE
 BX1787'WEST WALL OF THE GARAGE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS
 BX1787'STANDARD CAP.  THE TOP OF THE PIPE IS ABOUT 2 INCHES BELOW THE LEVEL
 BX1787'OF THE GROUND.
 BX1787
 BX1787                          STATION RECOVERY (1995)
 BX1787
 BX1787'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1172 ***********************************************************************
 AT1172  DESIGNATION -  GRAND ISLE
 AT1172  PID         -  AT1172
 AT1172  STATE/COUNTY-  LA/JEFFERSON
 AT1172  USGS QUAD   -  GRAND ISLE (1973)
 AT1172
 AT1172                         *CURRENT SURVEY CONTROL
 AT1172  ___________________________________________________________________
 AT1172* NAD 83(1992)-  29 14 58.91896(N)    089 58 05.01863(W)     ADJUSTED  
 AT1172* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 AT1172  **This station is located in a subsidence area (see below).
 AT1172  ___________________________________________________________________
 AT1172  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AT1172  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AT1172
 AT1172  HORZ ORDER  -  SECOND
 AT1172
 AT1172.The horizontal coordinates were established by classical geodetic methods
 AT1172.and adjusted by the National Geodetic Survey in January 1993..
 AT1172
 AT1172 ** The orthometric height has not been validated since last determined
 AT1172 ** by differential leveling and should not be used for control purposes.
 AT1172 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1172 ** area with valid NAVD 88 orthometric heights.
 AT1172 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1172 ** epoch indicated which incorporates improved geoid heights for the
 AT1172 ** Southern Louisiana Subsidence area.
 AT1172 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1172
 AT1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1172
 AT1172.The geoid height was determined by GEOID03.
 AT1172
 AT1172;                    North         East     Units Scale Factor Converg.
 AT1172;SPC LA S     -    83,892.907 1,132,708.016   MT  1.00001103   +0 40 57.6
 AT1172;SPC LA S     -   275,238.65  3,716,226.22   sFT  1.00001103   +0 40 57.6
 AT1172;UTM  16      - 3,239,303.476   211,540.712   MT  1.00062689   -1 27 04.5
 AT1172;UTM  15      - 3,239,462.530   794,670.520   MT  1.00067160   +1 28 57.1
 AT1172
 AT1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1172!SPC LA S     -   1.00000360  x   1.00001103  =   1.00001463
 AT1172!UTM  16      -   1.00000360  x   1.00062689  =   1.00063049
 AT1172!UTM  15      -   1.00000360  x   1.00067160  =   1.00067520
 AT1172
 AT1172:                Primary Azimuth Mark                     Grid Az
 AT1172:SPC LA S     -  GRAND ISLE HUMBLE COMMUN TOWER           004 54 41.9
 AT1172:UTM  16      -  GRAND ISLE HUMBLE COMMUN TOWER           007 02 44.0
 AT1172:UTM  15      -  GRAND ISLE HUMBLE COMMUN TOWER           004 06 42.4
 AT1172
 AT1172|---------------------------------------------------------------------|
 AT1172| PID    Reference Object                     Distance      Geod. Az  |
 AT1172|                                                           dddmmss.s |
 AT1172| AT1215 GRAND ISLE HUMBLE COMMUN TOWER      APPROX. 0.7 KM 0053539.5 |
 AT1172| AT1207 GRAND ISLE CATC MICROWAVE MAST      APPROX. 0.9 KM 0195721.2 |
 AT1172| DD7152 GRAND ISLE RM 2                      11.290 METERS 04620     |
 AT1172| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX. 1.4 KM 2302412.1 |
 AT1172| AT1204 GRAND ISLE WATER TANK               APPROX. 0.9 KM 2792521.4 |
 AT1172| DD7151 GRAND ISLE RM 1                       9.980 METERS 32707     |
 AT1172|---------------------------------------------------------------------|
 AT1172
 AT1172                          SUPERSEDED SURVEY CONTROL
 AT1172
 AT1172  NAD 83(1986)-  29 14 58.93218(N)    089 58 05.02859(W) AD(       ) 2
 AT1172  NAD 27      -  29 14 58.11200(N)    089 58 04.76800(W) AD(       ) 2
 AT1172  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 AT1172
 AT1172.Superseded values are not recommended for survey control.
 AT1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1172.See file dsdata.txt to determine how the superseded data were derived.
 AT1172
 AT1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1154139303(NAD 83)
 AT1172_MARKER: DS = TRIANGULATION STATION DISK
 AT1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1172+STABILITY: SURFACE MOTION
 AT1172
 AT1172  HISTORY     - Date     Condition        Report By
 AT1172  HISTORY     - 1911     MONUMENTED       CGS
 AT1172  HISTORY     - 1933     SEE DESCRIPTION  CGS
 AT1172  HISTORY     - 1940     GOOD             SHELL
 AT1172  HISTORY     - 1947     GOOD             BAKER
 AT1172  HISTORY     - 1949     GOOD             CGS
 AT1172  HISTORY     - 1950     GOOD             USE
 AT1172  HISTORY     - 1955     GOOD             CGS
 AT1172  HISTORY     - 1966     GOOD             CGS
 AT1172  HISTORY     - 1979     GOOD             NGS
 AT1172
 AT1172                          STATION DESCRIPTION
 AT1172
 AT1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AT1172'ON THE S SHORE OF GRAND ISLE, APPROXIMATELY 180 METERS (591 FEET) N
 AT1172'OF THE SHELL ROAD WHICH
 AT1172'RUNS E-AND-W AND PARALLEL WITH THE SHORE, CENTRALLY
 AT1172'IN A PATCH OF SOLID GROUND 2.1
 AT1172'MILES E OF THE COAST GUARD STATION,
 AT1172'AND 0.5 MILE W OF THE SHARP BEND WHICH THE BEACH
 AT1172'ROAD MAKES TO THE
 AT1172'N.  A DRAINAGE DITCH RUNS PARALLEL WITH THE ROAD 27 PACES S OF THE
 AT1172'STATION.  THE
 AT1172'UNDERGROUND MARK IS A BOTTLE SET IN CONCRETE 2 FEET
 AT1172'BELOW THE SURFACE.  THE SURFACE
 AT1172'MARK IS A COPPER DISK STATION MARK
 AT1172'SET IN A ROUND BLOCK OF CONCRETE.  THE REFERENCE
 AT1172'MARK, AN UNSTAMPED
 AT1172'COPPER DISK REFERENCE MARK SET IN A ROUND BLOCK OF CONCRETE, IS
 AT1172'52.32 METERS
 AT1172'(171.7 FEET) FROM THE STATION N 53 DEG 21 MIN W.
 AT1172
 AT1172                          STATION RECOVERY (1940)
 AT1172
 AT1172'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AT1172'RECOVERED IN FAIRLY GOOD CONDITION.
 AT1172'
 AT1172'THIS STATION IS LOCATED ON THE S SHORE OF GRAND ISLE, ABOUT
 AT1172'2.1 MILES NE OF
 AT1172'THE COAST GUARD STATION, AND ABOUT 600 FEET NW
 AT1172'OF STATE HIGHWAY 620.
 AT1172
 AT1172                          STATION RECOVERY (1947)
 AT1172
 AT1172'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947 (JCT)
 AT1172'STATION EASILY RECOVERED AS DESCRIBED AND IN GOOD SHAPE.  DID NOT
 AT1172'LOOK FOR REFERENCE MARK.
 AT1172
 AT1172                          STATION RECOVERY (1949)
 AT1172
 AT1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HKE)
 AT1172'STATION AND REFERENCE
 AT1172'MARK FOUND AS
 AT1172'CALLED.  A SMALL TOWER HAS BEEN ERECTED OVER THE STATION.
 AT1172
 AT1172                          STATION RECOVERY (1950)
 AT1172
 AT1172'RECOVERY NOTE BY US ENGINEERS 1950 (RJW)
 AT1172'STATION RECOVERED IN GOOD CONDITION.  IT IS A BRONZE STATION DISK SET
 AT1172'IN TOP OF A 1.6- BY
 AT1172'1.4-FOOT CONCRETE BLOCK ABOUT 1.8 MILES SSW OF NE
 AT1172'END (E POINT) OF GRAND ISLE, ABOUT
 AT1172'5-1/2 MILES NE ALONG STATE
 AT1172'HIGHWAY 620 FROM THE SE END OF BRIDGE ACROSS CAMINADA
 AT1172'BAY, IN
 AT1172'OPEN PRAIRIE BETWEEN HIGHWAY AND SHELL ROAD RUNNING NE FROM HUMBLE
 AT1172'OIL CO.
 AT1172'RESIDENTIAL AREA TO OFFICE AND PLANT, 564 FEET NW OF
 AT1172'CENTER LINE OF HIGHWAY, AT
 AT1172'A POINT ABOUT 0.5 MILE SW OF THE GRAND
 AT1172'ISLE HOTEL WHICH IS LOCATED AT A SHARP CURVE
 AT1172'IN THE HIGHWAY
 AT1172'WHERE IT TURNS FROM NE TO N BY W, ON A RIDGE RUNNING NW BETWEEN
 AT1172'TWO
 AT1172'DEPRESSIONS IN PRAIRIE, ON THE NARROWEST PART OF THIS RIDGE,
 AT1172'ABOUT 10 FEET NNE OF
 AT1172'THE TOP OF BANK OF THE SW DEPRESSION (THE
 AT1172'TOP OF BANKS OF DEPRESSIONS ARE ILL-DEFINED).
 AT1172'
 AT1172'MARK IS NOT STAMPED BUT THE CONCRETE BASE, TOP OF WHICH IS
 AT1172'3 INCHES ABOVE
 AT1172'GROUND, IS INSCRIBED U.S.C. AND G.S., GRAND ISLE.
 AT1172'
 AT1172'REFERENCE MARK ELEVATION, M.S.L. 3.18 FEET (THIRD ORDER).
 AT1172'MARK IS A BRONZE
 AT1172'DISK, NOT STAMPED, ABOUT 0.2 FOOT ABOVE GROUND,
 AT1172'SET IN A 9-INCH CONCRETE MONUMENT.
 AT1172'N 53 DEG 22 MIN W, FEET FROM STATION.
 AT1172
 AT1172                          STATION RECOVERY (1955)
 AT1172
 AT1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1172'THE STATION MARK RECOVERED, FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 AT1172'DESCRIBED.  THIS
 AT1172'MARK WAS USED AS AN AZIMUTH MARK FOR TRIANGULATION STATION BARATARIA.
 AT1172
 AT1172                          STATION RECOVERY (1966)
 AT1172
 AT1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1172'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 AT1172'REFERENCE MARK
 AT1172'MENTIONED IN THE PREVIOUS DESCRIPTION WAS NOT FOUND AND
 AT1172'SHOULD BE CONSIDERED
 AT1172'LOST.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT
 AT1172'THIS TIME.  AN ELECTRONIC TRAVERSE
 AT1172'CONNECTION WAS MADE TO TRIANGULATION
 AT1172'GAULT AT THIS TIME.
 AT1172'
 AT1172'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AT1172'
 AT1172'THE STATION IS LOCATED ON THE SOUTH SHORE OF GRAND ISLE, ABOUT 2
 AT1172'MILES NORTHEAST OF
 AT1172'THE COAST GUARD STATION AND AT A POINT ABOUT HALFWAY
 AT1172'BETWEEN STATE HIGHWAY 1 AND STATE
 AT1172'HIGHWAY 754 AND DIRECTLY OPPOSITE A
 AT1172'POWER SUB STATION.
 AT1172'
 AT1172'TO REACH THE STATION FROM THE POST OFFICE IN GRAND ISLE GO NORTHEAST
 AT1172'ON STATE HIGHWAY 1
 AT1172'FOR 2.2 MILES TO A POINT DIRECTLY ACROSS FROM
 AT1172'THE POWER SUB STATION AND THE END OF
 AT1172'TRUCK TRAVEL.  FROM THIS POINT
 AT1172'PACK NORTHWEST FOR ABOUT 600 FEET TO THE STATION MARKED
 AT1172'BY A WITNESS POST.
 AT1172'
 AT1172'THE STATION MARK IS A UNSTAMPED, STANDARD DISK SET IN THE TOP OF
 AT1172'A 24 INCH SQUARE
 AT1172'CONCRETE MONUMENT, FLUSH WITH THE GROUND SURFACE.  IT
 AT1172'IS 2 FEET EAST OF A METAL WITNESS POST.
 AT1172'
 AT1172'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GRAND ISLE NO 1
 AT1172'1911 1966, CRIMPED
 AT1172'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AT1172'FEET LONG.  IT IS ENCASED IN A 4 INCH
 AT1172'ORANGEBURG PIPE WHICH PROJECTS
 AT1172'30 INCHES.  IT IS 30.7 FEET NORTHWEST OF A METAL WITNESS POST.
 AT1172'
 AT1172'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GRAND ISLE NO 2
 AT1172'1911 1966, CRIMPED
 AT1172'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AT1172'FEET LONG.  IT IS ENCASED IN A 4 INCH
 AT1172'ORANGEBURG PIPE WHICH PROJECTS
 AT1172'30 INCHES.  IT IS 1.4 FEET EAST OF A METAL WITNESS POST.
 AT1172'
 AT1172'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AT1172
 AT1172                          STATION RECOVERY (1979)
 AT1172
 AT1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1172'THE STATION MARK WHICH WAS ESTABLISHED IN 1911 AND THE REFERENCE
 AT1172'MARKS WHICH WERE ESTABLISHED IN 1966 WERE ALL RECOVERED AND FOUND
 AT1172'IN GOOD CONDITION.  A LONGER DISTANCE TO REFERENCE MARK 1 WAS
 AT1172'MEASURED, THE DIFFERENCE BEING 0.008 METER.
 AT1172'THE ANGLE BETWEEN REFERENCE MARKS 1 AND 2 WAS NOTED, THE DIFFERENCE
 AT1172'BEING 28 MINUTES AND 0.79 SECONDS BIGGER.
 AT1172'
 AT1172'THE STATION IS LOCATED ON THE SOUTH SHORE OF GRAND ISLE,
 AT1172'ABOUT 3-1/2 MILES SOUTH OF THE SOUTHERN PART OF MENDICANT ISLAND,
 AT1172'1-1/2 MILES SOUTHWEST OF BARATARIA PASS AND 1/4 NORTH OF THE
 AT1172'GULF.
 AT1172'
 AT1172'TO REACH FROM THE POST OFFICE IN GRAND ISLE, GO NORTHEAST ON STATE
 AT1172'HIGHWAY 1 FOR 2.2 MILES TO A POINT DIRECTLY ACROSS FROM THE
 AT1172'POWER SUB-STATION AND THE END OF TRUCK TRAVEL. FROM THIS POINT
 AT1172'PACK NORTHWEST FOR APPROXIMATELY 600 FEET TO THE STATION.
 AT1172'
 AT1172'THE STATION IS A STANDARD CGS
 AT1172'DISK---UNSTAMPED---,
 AT1172'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 60 CM
 AT1172'ON A SIDE FLUSH WITH THE GROUND.
 AT1172'IT IS LOCATED
 AT1172'2 FEET EAST FROM A WITNESS POST WITH SIGN ATTACHED.
 AT1172'
 AT1172'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AT1172'STAMPED---GRAND ISLE 1911 NO 1 1966---,
 AT1172'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD 24 FEET
 AT1172'LONG, ENCASED IN A 4-INCH ORANGEBURG PIPE AND PROJECTS
 AT1172'79 CM ABOVE THE GROUND.
 AT1172'IT IS LOCATED
 AT1172'30.7 FEET NORTHWEST FROM A METAL WITNESS POST WITH SIGN
 AT1172'ATTACHED.
 AT1172'MARK IS LEVEL WITH STATION.
 AT1172'
 AT1172'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AT1172'STAMPED---GRANDE ISLE NO 2 1911 1966---,
 AT1172'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD 24 FEET
 AT1172'LONG, ENCASED IN A 4-INCH ORANGEBURG PIPE AND PROJECTS
 AT1172'79 CM ABOVE THE GROUND.
 AT1172'IT IS LOCATED
 AT1172'1.4 FEET EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 AT1172'MARK IS LEVEL WITH STATION.
 AT1172'
 AT1172'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1207 ***********************************************************************
 AT1207  DESIGNATION -  GRAND ISLE CATC MICROWAVE MAST
 AT1207  PID         -  AT1207
 AT1207  STATE/COUNTY-  LA/JEFFERSON
 AT1207  USGS QUAD   -  BARATARIA PASS (1993)
 AT1207
 AT1207                         *CURRENT SURVEY CONTROL
 AT1207  ___________________________________________________________________
 AT1207* NAD 83(1992)-  29 15 26.22313(N)    089 57 53.71285(W)     ADJUSTED  
 AT1207* NAVD 88     -                                                        
 AT1207  **This station is located in a subsidence area (see below).
 AT1207  ___________________________________________________________________
 AT1207  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AT1207  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AT1207
 AT1207  HORZ ORDER  -  THIRD
 AT1207
 AT1207.The horizontal coordinates were established by classical geodetic methods
 AT1207.and adjusted by the National Geodetic Survey in January 1993..
 AT1207
 AT1207 ** The orthometric height has not been validated since last determined
 AT1207 ** by differential leveling and should not be used for control purposes.
 AT1207 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1207 ** area with valid NAVD 88 orthometric heights.
 AT1207 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1207 ** epoch indicated which incorporates improved geoid heights for the
 AT1207 ** Southern Louisiana Subsidence area.
 AT1207 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1207
 AT1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1207
 AT1207.The geoid height was determined by GEOID03.
 AT1207
 AT1207;                    North         East     Units Scale Factor Converg.
 AT1207;SPC LA S     -    84,737.162 1,133,003.227   MT  1.00000932   +0 41 03.2
 AT1207;SPC LA S     -   278,008.51  3,717,194.75   sFT  1.00000932   +0 41 03.2
 AT1207;UTM  16      - 3,240,136.664   211,867.357   MT  1.00062457   -1 27 00.2
 AT1207;UTM  15      - 3,240,311.387   794,954.102   MT  1.00067366   +1 29 03.9
 AT1207
 AT1207                          SUPERSEDED SURVEY CONTROL
 AT1207
 AT1207  NAD 83(1986)-  29 15 26.23634(N)    089 57 53.72248(W) AD(       ) 4
 AT1207  NAD 27      -  29 15 25.41609(N)    089 57 53.46448(W) AD(       ) 3
 AT1207
 AT1207.Superseded values are not recommended for survey control.
 AT1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1207.See file dsdata.txt to determine how the superseded data were derived.
 AT1207
 AT1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1186740137(NAD 83)
 AT1207_MARKER: 44 = MICROWAVE MAST
 AT1207_MARK LOGO: CGS   
 AT1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AT1207+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1989
 AT1207
 AT1207  HISTORY     - Date     Condition        Report By
 AT1207  HISTORY     - 1944     FIRST OBSERVED   CGS
 AT1207  HISTORY     - 1966     GOOD             CGS
 AT1207  HISTORY     - 1979     GOOD             NGS
 AT1207  HISTORY     - 19890426 GOOD             NOS
 AT1207
 AT1207                          STATION DESCRIPTION
 AT1207
 AT1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1207'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF
 AT1207'BUSINESS SECTION
 AT1207'OF GRAND ISLE AND ON PROPERTY OF CONTINENTAL OIL COMPANY.
 AT1207'
 AT1207'STATION IS MICROWAVE MAST PAINTED RED AND WHITE, HAS RED LIGHT ON
 AT1207'TOP, 3 REFLECTORS
 AT1207'ON TOP AND IS 240 FEET HIGH.
 AT1207'
 AT1207'POINT INTERSECTED WAS TOP AND CENTER.
 AT1207
 AT1207                          STATION RECOVERY (1979)
 AT1207
 AT1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1207'THE STATION, GRAND ISLE CONTINENTIAL OIL COMPANY CATC MICROWAVE
 AT1207'MAST, WAS RECOVERED AS DESCRIBED IN 1966.  IT IS NOTED THAT THE
 AT1207'INITIALS CATC SHOULD BE CAGC.
 AT1207
 AT1207                          STATION RECOVERY (1989)
 AT1207
 AT1207'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AT1207'STATION IS LOCATED ABOUT 2 MI NE OF THE BUSINESS SECTION OF GRAND ISLE
 AT1207'AND ON PROPERTY OF CONTINENTAL OIL COMPANY.
 AT1207'STATION IS A MICROWAVE MAST PAINTED RED AND WHITE WITH A RED LIGHT AND
 AT1207'3 REFLECTORS ON TOP.  HEIGHT ABOVE GROUND IS 73.15 M (240.0 FT).
 AT1207'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7121 ***********************************************************************
 DH7121  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH7121  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7121  DESIGNATION -  GRAND ISLE CORS ARP
 DH7121  CORS_ID     -  GRIS
 DH7121  PID         -  DH7121
 DH7121  STATE/COUNTY-  LA/JEFFERSON
 DH7121  USGS QUAD   -  BARATARIA PASS (1993)
 DH7121
 DH7121                         *CURRENT SURVEY CONTROL
 DH7121  ___________________________________________________________________
 DH7121* NAD 83(CORS)-  29 15 55.88303(N)    089 57 26.26266(W)     ADJUSTED  
 DH7121* NAVD 88     -         8.40 **(meters)      27.6  **(feet)  GPS OBS(2004.65)
 DH7121  **This station is located in a subsidence area (see below).
 DH7121  ___________________________________________________________________
 DH7121  EPOCH DATE  -        2002.00
 DH7121  X           -       4,150.421 (meters)                     COMP
 DH7121  Y           -  -5,568,495.489 (meters)                     COMP
 DH7121  Z           -   3,099,600.510 (meters)                     COMP
 DH7121  ELLIP HEIGHT-         -15.60  (meters)          (11/??/05) GPS OBS
 DH7121  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 DH7121
 DH7121  HORZ ORDER  -  SPECIAL (CORS)
 DH7121  ELLP ORDER  -  SPECIAL (CORS)
 DH7121
 DH7121.ITRF positions are available for this station.
 DH7121.The coordinates were established by GPS observations
 DH7121.and adjusted by the National Geodetic Survey in November 2005..
 DH7121.The coordinates are valid at the epoch date displayed above.
 DH7121.The epoch date for horizontal control is a decimal equivalence
 DH7121.of Year/Month/Day.
 DH7121
 DH7121 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH7121 ** and geoid heights are valid at the date of observation. These heights
 DH7121 ** must always be validated when used as control.
 DH7121 ** The orthometric height was determined by GPS observations using
 DH7121 ** precise GPS observation and processing techniques and a new
 DH7121 ** realization of GEOID03. It supersedes the leveled height previously
 DH7121 ** determined for this station.
 DH7121 ** The geoid height was determined by a new realization of GEOID03 for the
 DH7121 ** epoch indicated which incorporates improved geoid heights for the
 DH7121 ** Southern Louisiana Subsidence area.
 DH7121 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH7121.The orthometric height was determined by GPS observations and a
 DH7121.high-resolution geoid model using precise GPS observation and
 DH7121.processing techniques.
 DH7121
 DH7121.The PID for the CORS L1 Phase Center is DH7122.
 DH7121
 DH7121.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7121
 DH7121.The ellipsoidal height was determined by GPS observations
 DH7121.and is referenced to NAD 83.
 DH7121
 DH7121.The geoid height was determined by GEOID03.
 DH7121
 DH7121;                    North         East     Units Scale Factor Converg.
 DH7121;SPC LA S     -    85,659.175 1,133,733.344   MT  1.00000748   +0 41 16.9
 DH7121;SPC LA S     -   281,033.48  3,719,590.15   sFT  1.00000748   +0 41 16.9
 DH7121
 DH7121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7121!SPC LA S     -   1.00000245  x   1.00000748  =   1.00000993
 DH7121
 DH7121                          SUPERSEDED SURVEY CONTROL
 DH7121
 DH7121.No superseded survey control is available for this station.
 DH7121
 DH7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1263241031(NAD 83)
 DH7121_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7121
 DH7121                          STATION DESCRIPTION
 DH7121
 DH7121'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7121'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7121'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7121'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7121'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7121'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7122 ***********************************************************************
 DH7122  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7122  DESIGNATION -  GRAND ISLE CORS L1 PHASE CENTER
 DH7122  CORS_ID     -  GRIS
 DH7122  PID         -  DH7122
 DH7122  STATE/COUNTY-  LA/JEFFERSON
 DH7122  USGS QUAD   -  BARATARIA PASS (1993)
 DH7122
 DH7122                         *CURRENT SURVEY CONTROL
 DH7122  ___________________________________________________________________
 DH7122* NAD 83(CORS)-  29 15 55.88303(N)    089 57 26.26264(W)     ADJUSTED  
 DH7122* NAVD 88     -                                                        
 DH7122  **This station is located in a subsidence area (see below).
 DH7122  ___________________________________________________________________
 DH7122  EPOCH DATE  -        2002.00
 DH7122  X           -       4,150.422 (meters)                     COMP
 DH7122  Y           -  -5,568,495.585 (meters)                     COMP
 DH7122  Z           -   3,099,600.563 (meters)                     COMP
 DH7122  ELLIP HEIGHT-         -15.49  (meters)          (11/??/05) GPS OBS
 DH7122  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 DH7122
 DH7122  HORZ ORDER  -  SPECIAL (CORS)
 DH7122  ELLP ORDER  -  SPECIAL (CORS)
 DH7122
 DH7122.ITRF positions are available for this station.
 DH7122.The coordinates were established by GPS observations
 DH7122.and adjusted by the National Geodetic Survey in November 2005..
 DH7122.The coordinates are valid at the epoch date displayed above.
 DH7122.The epoch date for horizontal control is a decimal equivalence
 DH7122.of Year/Month/Day.
 DH7122
 DH7122 ** The orthometric height has not been validated since last determined
 DH7122 ** by differential leveling and should not be used for control purposes.
 DH7122 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH7122 ** area with valid NAVD 88 orthometric heights.
 DH7122 ** The geoid height was determined by a new realization of GEOID03 for the
 DH7122 ** epoch indicated which incorporates improved geoid heights for the
 DH7122 ** Southern Louisiana Subsidence area.
 DH7122 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH7122
 DH7122.The PID for the CORS ARP is DH7121.
 DH7122
 DH7122.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7122
 DH7122.The ellipsoidal height was determined by GPS observations
 DH7122.and is referenced to NAD 83.
 DH7122
 DH7122.The geoid height was determined by GEOID03.
 DH7122
 DH7122;                    North         East     Units Scale Factor Converg.
 DH7122;SPC LA S     -    85,659.175 1,133,733.345   MT  1.00000748   +0 41 16.9
 DH7122;SPC LA S     -   281,033.48  3,719,590.15   sFT  1.00000748   +0 41 16.9
 DH7122
 DH7122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7122!SPC LA S     -   1.00000243  x   1.00000748  =   1.00000991
 DH7122
 DH7122                          SUPERSEDED SURVEY CONTROL
 DH7122
 DH7122.No superseded survey control is available for this station.
 DH7122
 DH7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1263241031(NAD 83)
 DH7122_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7122
 DH7122                          STATION DESCRIPTION
 DH7122
 DH7122'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7122'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7122'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7122'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7122'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7122'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1205 ***********************************************************************
 AT1205  DESIGNATION -  GRAND ISLE FREEPORT CO TOWER
 AT1205  PID         -  AT1205
 AT1205  STATE/COUNTY-  LA/JEFFERSON
 AT1205  USGS QUAD   -  BARATARIA PASS (1993)
 AT1205
 AT1205                         *CURRENT SURVEY CONTROL
 AT1205  ___________________________________________________________________
 AT1205* NAD 83(1992)-  29 15 29.11662(N)    089 57 41.94749(W)     ADJUSTED  
 AT1205* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AT1205  **This station is located in a subsidence area (see below).
 AT1205  ___________________________________________________________________
 AT1205  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1205  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AT1205
 AT1205  HORZ ORDER  -  SECOND
 AT1205
 AT1205.The horizontal coordinates were established by classical geodetic methods
 AT1205.and adjusted by the National Geodetic Survey in January 1993..
 AT1205
 AT1205 ** The orthometric height has not been validated since last determined
 AT1205 ** by differential leveling and should not be used for control purposes.
 AT1205 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1205 ** area with valid NAVD 88 orthometric heights.
 AT1205 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1205 ** epoch indicated which incorporates improved geoid heights for the
 AT1205 ** Southern Louisiana Subsidence area.
 AT1205 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1205.The orthometric height was scaled from a topographic map.
 AT1205
 AT1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1205
 AT1205.The geoid height was determined by GEOID03.
 AT1205
 AT1205;                    North         East     Units Scale Factor Converg.
 AT1205;SPC LA S     -    84,830.042 1,133,319.795   MT  1.00000914   +0 41 09.1
 AT1205;SPC LA S     -   278,313.23  3,718,233.36   sFT  1.00000914   +0 41 09.1
 AT1205;UTM  16      - 3,240,217.740   212,187.360   MT  1.00062229   -1 26 54.6
 AT1205;UTM  15      - 3,240,408.743   795,269.551   MT  1.00067596   +1 29 09.8
 AT1205
 AT1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1205!SPC LA S     -   1.00000376  x   1.00000914  =   1.00001290
 AT1205!UTM  16      -   1.00000376  x   1.00062229  =   1.00062605
 AT1205!UTM  15      -   1.00000376  x   1.00067596  =   1.00067972
 AT1205
 AT1205                          SUPERSEDED SURVEY CONTROL
 AT1205
 AT1205  NAD 83(1986)-  29 15 29.12966(N)    089 57 41.95715(W) AD(       ) 2
 AT1205  NAD 27      -  29 15 28.31005(N)    089 57 41.69767(W) AD(       ) 2
 AT1205
 AT1205.Superseded values are not recommended for survey control.
 AT1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1205.See file dsdata.txt to determine how the superseded data were derived.
 AT1205
 AT1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1218740218(NAD 83)
 AT1205_MARKER: 45 = MICROWAVE TOWER
 AT1205
 AT1205  HISTORY     - Date     Condition        Report By
 AT1205  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1205
 AT1205                          STATION DESCRIPTION
 AT1205
 AT1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1205'STATION IS LOCATED ON NORTHEAST END OF GRAND
 AT1205'ISLAND, ABOUT
 AT1205'2-1/2 MILES NORTHEAST OF BUSINESS SECTION OF GRAND ISLE
 AT1205'AND ON PROPERTY OF FREEPORT
 AT1205'SULPHUR COMPANY.
 AT1205'
 AT1205'STATION IS A MICROWAVE TOWER PAINTED RED AND WHITE, HAS 3 REFLECTORS
 AT1205'ON TOP SIDE, 1
 AT1205'ANTENNA ON TOP, RED LIGHT ON TOP AND IS ABOUT
 AT1205'150 FEET HIGH.
 AT1205'
 AT1205'POINT INTERSECTED WAS TOP AND CENTER.
 AT1205'
 AT1205'A MEASURED DISTANCE FROM STATION GAULT IS 75.65 FEET OR 23.057
 AT1205'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1215 ***********************************************************************
 AT1215  DESIGNATION -  GRAND ISLE HUMBLE COMMUN TOWER
 AT1215  PID         -  AT1215
 AT1215  STATE/COUNTY-  LA/JEFFERSON
 AT1215  USGS QUAD   -  BARATARIA PASS (1993)
 AT1215
 AT1215                         *CURRENT SURVEY CONTROL
 AT1215  ___________________________________________________________________
 AT1215* NAD 83(1992)-  29 15 20.82163(N)    089 58 02.57215(W)     ADJUSTED  
 AT1215* NAVD 88     -                                                        
 AT1215  **This station is located in a subsidence area (see below).
 AT1215  ___________________________________________________________________
 AT1215  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AT1215  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AT1215
 AT1215  HORZ ORDER  -  THIRD
 AT1215
 AT1215.The horizontal coordinates were established by classical geodetic methods
 AT1215.and adjusted by the National Geodetic Survey in January 1993..
 AT1215
 AT1215 ** The orthometric height has not been validated since last determined
 AT1215 ** by differential leveling and should not be used for control purposes.
 AT1215 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1215 ** area with valid NAVD 88 orthometric heights.
 AT1215 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1215 ** epoch indicated which incorporates improved geoid heights for the
 AT1215 ** Southern Louisiana Subsidence area.
 AT1215 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1215
 AT1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1215
 AT1215.The geoid height was determined by GEOID03.
 AT1215
 AT1215;                    North         East     Units Scale Factor Converg.
 AT1215;SPC LA S     -    84,568.012 1,132,766.032   MT  1.00000965   +0 40 58.8
 AT1215;SPC LA S     -   277,453.55  3,716,416.56   sFT  1.00000965   +0 40 58.8
 AT1215;UTM  16      - 3,239,976.366   211,623.877   MT  1.00062630   -1 27 04.3
 AT1215;UTM  15      - 3,240,138.826   794,719.136   MT  1.00067195   +1 28 59.3
 AT1215
 AT1215                          SUPERSEDED SURVEY CONTROL
 AT1215
 AT1215  NAD 83(1986)-  29 15 20.83476(N)    089 58 02.58186(W) AD(       ) 4
 AT1215  NAD 27      -  29 15 20.01314(N)    089 58 02.32206(W) AD(       ) 3
 AT1215
 AT1215.Superseded values are not recommended for survey control.
 AT1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1215.See file dsdata.txt to determine how the superseded data were derived.
 AT1215
 AT1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1162439976(NAD 83)
 AT1215_MARKER: 42 = RADIO/TV MAST
 AT1215
 AT1215  HISTORY     - Date     Condition        Report By
 AT1215  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1215  HISTORY     - 1979     GOOD             NGS
 AT1215
 AT1215                          STATION DESCRIPTION
 AT1215
 AT1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1215'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF
 AT1215'BUSINESS SECTION
 AT1215'OF GRAND ISLE AND ON PROPERTY OF HUMBLE COMPANY.
 AT1215'
 AT1215'STATION IS AN OLD DRILLING DERRICK 158 FEET HIGH, IS PAINTED
 AT1215'RED AND WHITE, HAS
 AT1215'4 ANTENNAS ON TOP AND A RED LIGHT.
 AT1215'
 AT1215'POINT INTERSECTED WAS TOP AND CENTER.
 AT1215
 AT1215                          STATION RECOVERY (1979)
 AT1215
 AT1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1215'THE STATION, GRAND ISLE HUMBLE COMPANY COMMUNICATION TOWER, WAS
 AT1215'RECOVERED AS DESCRIBED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1169 ***********************************************************************
 AT1169  DESIGNATION -  GRAND ISLE HUMBLE OIL CO TANK
 AT1169  PID         -  AT1169
 AT1169  STATE/COUNTY-  LA/JEFFERSON
 AT1169  USGS QUAD   -  GRAND ISLE (1973)
 AT1169
 AT1169                         *CURRENT SURVEY CONTROL
 AT1169  ___________________________________________________________________
 AT1169* NAD 83(1992)-  29 14 45.40370(N)    089 58 36.08190(W)     ADJUSTED  
 AT1169* NAVD 88     -                                                        
 AT1169  **This station is located in a subsidence area (see below).
 AT1169  ___________________________________________________________________
 AT1169  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AT1169  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AT1169
 AT1169  HORZ ORDER  -  THIRD
 AT1169
 AT1169.The horizontal coordinates were established by classical geodetic methods
 AT1169.and adjusted by the National Geodetic Survey in January 1993..
 AT1169
 AT1169 ** The orthometric height has not been validated since last determined
 AT1169 ** by differential leveling and should not be used for control purposes.
 AT1169 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1169 ** area with valid NAVD 88 orthometric heights.
 AT1169 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1169 ** epoch indicated which incorporates improved geoid heights for the
 AT1169 ** Southern Louisiana Subsidence area.
 AT1169 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1169
 AT1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1169
 AT1169.The geoid height was determined by GEOID03.
 AT1169
 AT1169;                    North         East     Units Scale Factor Converg.
 AT1169;SPC LA S     -    83,466.851 1,131,874.252   MT  1.00001188   +0 40 42.0
 AT1169;SPC LA S     -   273,840.83  3,713,490.78   sFT  1.00001188   +0 40 42.0
 AT1169;UTM  16      - 3,238,908.514   210,691.137   MT  1.00063295   -1 27 19.1
 AT1169;UTM  15      - 3,239,024.589   793,842.240   MT  1.00066559   +1 28 41.3
 AT1169
 AT1169                          SUPERSEDED SURVEY CONTROL
 AT1169
 AT1169  NAD 83(1986)-  29 14 45.41708(N)    089 58 36.09176(W) AD(       ) 4
 AT1169  NAD 27      -  29 14 44.60100(N)    089 58 35.83300(W) AD(       ) 3
 AT1169
 AT1169.Superseded values are not recommended for survey control.
 AT1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1169.See file dsdata.txt to determine how the superseded data were derived.
 AT1169
 AT1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1069138909(NAD 83)
 AT1169_MARKER: 53 = ELEVATED TANK
 AT1169
 AT1169  HISTORY     - Date     Condition        Report By
 AT1169  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1169
 AT1169                          STATION DESCRIPTION
 AT1169
 AT1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1169'THE STATION IS THE CENTER OF THE FLAT CAP ATOP THE METAL WATER
 AT1169'TANK LOCATED IN
 AT1169'THE YARD OF THE HUMBLE OIL. CO. OFFICES AND DOCK NEAR
 AT1169'THE NORTHEAST END OF GRAND ISLE.
 AT1169'THE TANK IS SUPPORTED BY A FOUR
 AT1169'LEGGED SKELETON STEEL FRAMEWORK AND IS APPROXIMATELY
 AT1169'50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1214 ***********************************************************************
 AT1214  DESIGNATION -  GRAND ISLE HUMBLE OIL CO MAST
 AT1214  PID         -  AT1214
 AT1214  STATE/COUNTY-  LA/JEFFERSON
 AT1214  USGS QUAD   -  BARATARIA PASS (1993)
 AT1214
 AT1214                         *CURRENT SURVEY CONTROL
 AT1214  ___________________________________________________________________
 AT1214* NAD 83(1992)-  29 15 20.74439(N)    089 58 02.65493(W)     ADJUSTED  
 AT1214* NAVD 88     -                                                        
 AT1214  **This station is located in a subsidence area (see below).
 AT1214  ___________________________________________________________________
 AT1214  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AT1214  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AT1214
 AT1214  HORZ ORDER  -  THIRD
 AT1214
 AT1214.The horizontal coordinates were established by classical geodetic methods
 AT1214.and adjusted by the National Geodetic Survey in January 1993..
 AT1214
 AT1214 ** The orthometric height has not been validated since last determined
 AT1214 ** by differential leveling and should not be used for control purposes.
 AT1214 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1214 ** area with valid NAVD 88 orthometric heights.
 AT1214 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1214 ** epoch indicated which incorporates improved geoid heights for the
 AT1214 ** Southern Louisiana Subsidence area.
 AT1214 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1214
 AT1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1214
 AT1214.The geoid height was determined by GEOID03.
 AT1214
 AT1214;                    North         East     Units Scale Factor Converg.
 AT1214;SPC LA S     -    84,565.608 1,132,763.825   MT  1.00000966   +0 40 58.7
 AT1214;SPC LA S     -   277,445.67  3,716,409.32   sFT  1.00000966   +0 40 58.7
 AT1214;UTM  16      - 3,239,974.044   211,621.581   MT  1.00062632   -1 27 04.3
 AT1214;UTM  15      - 3,240,136.390   794,716.961   MT  1.00067194   +1 28 59.3
 AT1214
 AT1214                          SUPERSEDED SURVEY CONTROL
 AT1214
 AT1214  NAD 83(1986)-  29 15 20.75757(N)    089 58 02.66473(W) AD(       ) 4
 AT1214  NAD 27      -  29 15 20.05700(N)    089 58 02.27800(W) AD(       ) 3
 AT1214
 AT1214.Superseded values are not recommended for survey control.
 AT1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1214.See file dsdata.txt to determine how the superseded data were derived.
 AT1214
 AT1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1162239974(NAD 83)
 AT1214_MARKER: 42 = RADIO/TV MAST
 AT1214
 AT1214  HISTORY     - Date     Condition        Report By
 AT1214  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1214
 AT1214                          STATION DESCRIPTION
 AT1214
 AT1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1214'THE STATION IS THE CENTER OF THE TOP OF THE RADIO MAST LOCATED IN
 AT1214'THE YARD OF THE
 AT1214'HUMBLE OIL CO. OFFICES AND DOCK AT GRAND ISLE.
 AT1214'
 AT1214'A SKELETON STEEL FRAMEWORK TOWER APPROXIMATELY 130 FEET HIGH AND
 AT1214'PAINTED RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1170 ***********************************************************************
 AT1170  DESIGNATION -  GRAND ISLE MUNICIPAL TANK
 AT1170  PID         -  AT1170
 AT1170  STATE/COUNTY-  LA/JEFFERSON
 AT1170  USGS QUAD   -  GRAND ISLE (1973)
 AT1170
 AT1170                         *CURRENT SURVEY CONTROL
 AT1170  ___________________________________________________________________
 AT1170* NAD 83(1992)-  29 14 29.45938(N)    089 58 45.62394(W)     ADJUSTED  
 AT1170* NAVD 88     -                                                        
 AT1170  **This station is located in a subsidence area (see below).
 AT1170  ___________________________________________________________________
 AT1170  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AT1170  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AT1170
 AT1170  HORZ ORDER  -  THIRD
 AT1170
 AT1170.The horizontal coordinates were established by classical geodetic methods
 AT1170.and adjusted by the National Geodetic Survey in January 1993..
 AT1170
 AT1170 ** The orthometric height has not been validated since last determined
 AT1170 ** by differential leveling and should not be used for control purposes.
 AT1170 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1170 ** area with valid NAVD 88 orthometric heights.
 AT1170 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1170 ** epoch indicated which incorporates improved geoid heights for the
 AT1170 ** Southern Louisiana Subsidence area.
 AT1170 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1170
 AT1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1170
 AT1170.The geoid height was determined by GEOID03.
 AT1170
 AT1170;                    North         East     Units Scale Factor Converg.
 AT1170;SPC LA S     -    82,972.925 1,131,622.413   MT  1.00001289   +0 40 37.2
 AT1170;SPC LA S     -   272,220.34  3,712,664.53   sFT  1.00001289   +0 40 37.2
 AT1170;UTM  16      - 3,238,424.005   210,420.916   MT  1.00063489   -1 27 23.0
 AT1170;UTM  15      - 3,238,526.872   793,597.159   MT  1.00066381   +1 28 35.9
 AT1170
 AT1170                          SUPERSEDED SURVEY CONTROL
 AT1170
 AT1170  NAD 83(1986)-  29 14 29.47278(N)    089 58 45.63400(W) AD(       ) 4
 AT1170  NAD 27      -  29 14 28.65248(N)    089 58 45.37377(W) AD(       ) 3
 AT1170
 AT1170.Superseded values are not recommended for survey control.
 AT1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1170.See file dsdata.txt to determine how the superseded data were derived.
 AT1170
 AT1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1042138424(NAD 83)
 AT1170_MARKER: 53 = ELEVATED TANK
 AT1170_MARK LOGO: CGS   
 AT1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AT1170+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1989
 AT1170
 AT1170  HISTORY     - Date     Condition        Report By
 AT1170  HISTORY     - 1953     FIRST OBSERVED   CGS
 AT1170  HISTORY     - 1963     GOOD             CGS
 AT1170  HISTORY     - 1966     GOOD             CGS
 AT1170  HISTORY     - 1979     GOOD             NGS
 AT1170  HISTORY     - 19890426 GOOD             NOS
 AT1170
 AT1170                          STATION DESCRIPTION
 AT1170
 AT1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT1170'STATION IS LOCATED IN THE EASTERN SECTION OF
 AT1170'GRAND ISLE AND
 AT1170'ABOUT 150 FEET NORTH OF STATE ROUTE NO. 1, IN AN OPEN SANDY
 AT1170'AREA.  STATION IS A LARGE
 AT1170'ELEVATED TANK ABOUT 140 FEET HIGH AND IS PAINTED
 AT1170'LIGHT GREEN IN COLOR.  IT IS LIGHT WITH A
 AT1170'BRIGHT FLASHING RED LIGHT AT THE
 AT1170'TOP OF THE TANK AND WITH FOUR EQUALLY SPACED RED LIGHTS ON
 AT1170'THE RAILING
 AT1170'AROUND THE BOTTOM OF THE TANK.  THE APEX OF THE CONICAL SHAPED
 AT1170'ROOF WAS THE POINT INTERSECTED.
 AT1170
 AT1170                          STATION RECOVERY (1966)
 AT1170
 AT1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1170'STATION IS LOCATED ON GRAND ISLAND AND IS 0.9
 AT1170'MILES NORTHEAST OF
 AT1170'GRAND ISLE POST OFFICE ALONG STATE HIGHWAY 1.
 AT1170'
 AT1170'STATION IS A LARGE WATER TANK PAINTED GREEN, IS SUPPORTED BY 6
 AT1170'LEGS, HAS RED
 AT1170'LIGHT ON TOP AND IS ABOUT 160 FEET HIGH.
 AT1170'
 AT1170'POINT INTERSECTED WAS TOP AND CENTER.
 AT1170
 AT1170                          STATION RECOVERY (1979)
 AT1170
 AT1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1170'THE STATION, GRAND ISLE MUNICIPAL WATER TANK, WAS
 AT1170'RECOVERED AS DESCRIBED.
 AT1170
 AT1170                          STATION RECOVERY (1989)
 AT1170
 AT1170'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AT1170'STATION IS LOCATED ON GRAND ISLAND AND IS 0.9 MI NE OF GRAND ISLE POST
 AT1170'OFFICE ALONG STATE HWY 1.
 AT1170'STATION IS A LARGE WATER TANK PAINTED GREEN AND IS SUPPORTED BY SIX
 AT1170'LEGS WITH A RED LIGHT ATOP TANK.  HEIGHT ABOVE GROUND IS 48.77 M
 AT1170'(160.0 FT).  POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1296 ***********************************************************************
 AU1296  DESIGNATION -  GRAND ISLE SW BASE 3
 AU1296  PID         -  AU1296
 AU1296  STATE/COUNTY-  LA/JEFFERSON
 AU1296  USGS QUAD   -  CAMINADA PASS (1994)
 AU1296
 AU1296                         *CURRENT SURVEY CONTROL
 AU1296  ___________________________________________________________________
 AU1296* NAD 83(1992)-  29 13 23.23541(N)    090 00 40.37930(W)     ADJUSTED  
 AU1296* NAVD 88     -         1.89   (+/-2cm)       6.2  **(feet)  VERTCON   
 AU1296  **This station is located in a subsidence area (see below).
 AU1296  ___________________________________________________________________
 AU1296  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AU1296  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AU1296
 AU1296  HORZ ORDER  -  SECOND
 AU1296  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1296
 AU1296.The horizontal coordinates were established by classical geodetic methods
 AU1296.and adjusted by the National Geodetic Survey in January 1993..
 AU1296
 AU1296 ** The orthometric height has not been validated since last determined
 AU1296 ** by differential leveling and should not be used for control purposes.
 AU1296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1296 ** area with valid NAVD 88 orthometric heights.
 AU1296 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1296 ** epoch indicated which incorporates improved geoid heights for the
 AU1296 ** Southern Louisiana Subsidence area.
 AU1296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1296.The vertical order pertains to the NGVD 29 superseded value.
 AU1296
 AU1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1296
 AU1296.The geoid height was determined by GEOID03.
 AU1296
 AU1296;                    North         East     Units Scale Factor Converg.
 AU1296;SPC LA S     -    80,897.891 1,128,547.347   MT  1.00001716   +0 39 39.9
 AU1296;SPC LA S     -   265,412.50  3,702,575.75   sFT  1.00001716   +0 39 39.9
 AU1296;UTM  15      - 3,236,407.789   790,549.399   MT  1.00064184   +1 27 36.7
 AU1296;UTM  16      - 3,236,463.614   207,268.767   MT  1.00065755   -1 28 16.2
 AU1296
 AU1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1296!SPC LA S     -   1.00000346  x   1.00001716  =   1.00002062
 AU1296!UTM  15      -   1.00000346  x   1.00064184  =   1.00064530
 AU1296!UTM  16      -   1.00000346  x   1.00065755  =   1.00066101
 AU1296
 AU1296                          SUPERSEDED SURVEY CONTROL
 AU1296
 AU1296  NAD 83(1986)-  29 13 23.24911(N)    090 00 40.38961(W) AD(       ) 2
 AU1296  NAD 27      -  29 13 22.43250(N)    090 00 40.12500(W) AD(       ) 2
 AU1296  NGVD 29 (??/??/??)    1.857  (m)            6.09   (f) ADJUSTED    1 2
 AU1296
 AU1296.Superseded values are not recommended for survey control.
 AU1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1296.See file dsdata.txt to determine how the superseded data were derived.
 AU1296
 AU1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN9054936408(NAD 83)
 AU1296_MARKER: DS = TRIANGULATION STATION DISK
 AU1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1296_STAMPING: GRAND ISLE S.W. BASE NO 3 1963
 AU1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1296+STABILITY: SURFACE MOTION
 AU1296
 AU1296  HISTORY     - Date     Condition        Report By
 AU1296  HISTORY     - 1963     MONUMENTED       CGS
 AU1296  HISTORY     - 1965     GOOD             CGS
 AU1296  HISTORY     - 1965     GOOD             CGS
 AU1296
 AU1296                          STATION DESCRIPTION
 AU1296
 AU1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU1296'STATION IS LOCATED ON GRAND ISLE, 2.2 MILES NORTHEAST OF
 AU1296'THE EAST END OF BRIDGE OVER THE CAMINADA BAY AND 1.35 MILE
 AU1296'SOUTHWEST OF THE POST OFFICE IN GRAND ISLE.  STATION IS ON
 AU1296'A LOW SAND MOUND AT THE GULF EDGE.  IT IS 190 FEET WEST
 AU1296'OF THE HIGH WATER MARK OF THE GULF OF MEXICO, 79.5 FEET
 AU1296'EAST OF THE CENTERLINE OF HIGHWAY, 50 FEET EAST OF TELEPHONE
 AU1296'POLE AND 2.2 FEET SOUTHWEST OF 4X4 INCH WITNESS POST.  STATION
 AU1296'IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A
 AU1296'12X12 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 AU1296'OF THE GROUND.  THE DISK IS STAMPED GRAND ISLE S.W. BASE
 AU1296'NO. 3 1963.
 AU1296'
 AU1296'TO REACH THE STATION FROM THE POST OFFICE IN GRAND ISLE, GO
 AU1296'SOUTHWEST ON STATE HIGHWAY NO. 1 FOR 1.35 MILE TO THE STATION
 AU1296'ON THE LEFT AS DESCRIBED.
 AU1296'
 AU1296'AZIMUTH MARK IS 25.3 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 AU1296'3.5 FEET NORTH OF POWERLINE POLE AND 1.8 FEET SOUTH OF WITNESS
 AU1296'POST WITH SIGN.  IT IS MARKED BY A STANDARD DISK CEMENTED
 AU1296'IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT IS FLUSH
 AU1296'WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED GRAND
 AU1296'ISLE S.W. BASE 3 1963.
 AU1296'
 AU1296'REFERENCE MARK NO. 1 IS 60.5 FEET NORTHEAST OF UTILITY POLE,
 AU1296'52.5 FEET EAST OF CENTERLINE OF HIGHWAY AND 2 FEET EAST
 AU1296'OF A 4X4 INCH WITNESS POST.  IT IS MARKED BY A STANDARD DISK
 AU1296'CEMENTED IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT
 AU1296'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK
 AU1296'IS STAMPED S.W. BASE NO. 2 1927 REF NO NO 1.
 AU1296'
 AU1296'REFERENCE MARK NO. 2 IS 73 FEET NORTHWEST OF THE CENTERLINE
 AU1296'OF HIGHWAY, 81 FEET WEST OF POWERLINE POLE WITH SIGN ATTACHED
 AU1296'PLUM ST, 66 FEET SOUTHEAST OF DRIVEWAY AND 2.1 FEET NORTHWEST
 AU1296'OF 4X4 INCH WITNESS POST.  IT IS MARKED BY A STANDARD DISK
 AU1296'CEMENTED IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT THAT
 AU1296'PROJECTS 6 INCH ABOVE THE SURFACE OF THE GROUND.  THE DISK
 AU1296'IS STAMPED SW BASE NO 2 1927 REF NO NO 2.
 AU1296'
 AU1296'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 AU1296'ON STATE HIGHWAY NO. 1 FOR 0.35 MILE TO AZIMUTH MARK ON THE
 AU1296'RIGHT AS DESCRIBED.
 AU1296'
 AU1296'HEIGHT OF LIGHT ABOVE STATION MARK 21.98 METERS.
 AU1296
 AU1296                          STATION RECOVERY (1965)
 AU1296
 AU1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1296'THE STATION MARK, STAMPED GRAND ISLE S.W. BASE NO 3 1963,
 AU1296'IS ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE
 AU1296'POST OFFICE AT GRAND ISLE, 123 FEET SOUTH AND ACROSS THE
 AU1296'HIGHWAY FROM A FIRE HYDRANT, 80 FEET SOUTHEAST OF THE CENTER
 AU1296'LINE OF THE HIGHWAY, 50 FEET SOUTHEAST OF A TELEPHONE POLE,
 AU1296'91-1/2 FEET EAST OF S.W. BASE NO 2 1927 R.M. NO 1, 1.8 FEET
 AU1296'NORTHEAST OF A WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 AU1296'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AU1296'WHICH IS FLUSH WITH THE GROUND.
 AU1296'
 AU1296'R.M. 1, STAMPED S.W. BASE NO 2 1927 REF NO 1, 91-1/2 FEET
 AU1296'EAST OF GRAND ISLE S.W. BASE NO 3 1963, 168-1/2 FEET
 AU1296'SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT,
 AU1296'52-1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AU1296'104 FEET EAST AND ACROSS THE HIGHWAY FROM A POWER POLE, 2.0
 AU1296'FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 AU1296'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AU1296'POST PROJECTING 3 INCHES.
 AU1296'
 AU1296'R.M. 2, STAMPED S.W. BASE NO 2 1927 REF NO 2, 73 FEET
 AU1296'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 286 FEET NORTH
 AU1296'ACROSS THE HIGHWAY FROM GRAND ISLE S.W. BASE NO 3 1963,
 AU1296'121 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A GAS METER,
 AU1296'81 FEET WEST OF A LIGHT POLE, 66 FEET SOUTHWEST OF THE CENTER
 AU1296'LINE OF A SHELL ROAD, 2.2 FEET NORTHWEST OF A WOODEN WITNESS
 AU1296'POST, ABOUT 2-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 AU1296'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 AU1296'
 AU1296'THE AZIMUTH MARK, STAMPED GRAND ISLE 1963, IS 122-1/2 FEET
 AU1296'NORTHEAST OF A FIRE HYDRANT, 26 FEET NORTHWEST OF THE CENTER
 AU1296'LINE OF THE HIGHWAY, 3.5 FEET NORTHEAST OF A POWER POLE,
 AU1296'2.0 FEET SOUTHWEST OF A WOODEN WITNESS POST, 1-1/2 FEET ABOVE
 AU1296'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AU1296'POST WHICH IS FLUSH WITH THE GROUND.
 AU1296
 AU1296                          STATION RECOVERY (1965)
 AU1296
 AU1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1296'1.4 MI SW FROM GRAND ISLE.
 AU1296'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 AU1296'AT GRAND ISLE, 123 FEET SOUTH AND ACROSS THE HIGHWAY FROM A FIRE
 AU1296'HYDRANT, 80 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 AU1296'SOUTHEAST OF A TELEPHONE POLE, 91 1/2 FEET EAST OF TRIANGULATION
 AU1296'STATION S.W. BASE NO 2 1927 R.M. NO 1, 1.8 FEET NORTHWEST OF A WOODEN
 AU1296'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 AU1296'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2945 ***********************************************************************
 AU2945  DESIGNATION -  GRAND ISLE SW BASE 2
 AU2945  PID         -  AU2945
 AU2945  STATE/COUNTY-  LA/JEFFERSON
 AU2945  USGS QUAD   -  CAMINADA PASS (1994)
 AU2945
 AU2945                         *CURRENT SURVEY CONTROL
 AU2945  ___________________________________________________________________
 AU2945* NAD 83(1992)-  29 13 22.65524(N)    090 00 40.26449(W)     ADJUSTED  
 AU2945* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2945  **This station is located in a subsidence area (see below).
 AU2945  ___________________________________________________________________
 AU2945  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AU2945  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AU2945
 AU2945  HORZ ORDER  -  SECOND
 AU2945
 AU2945.The horizontal coordinates were established by classical geodetic methods
 AU2945.and adjusted by the National Geodetic Survey in January 1993..
 AU2945
 AU2945 ** The orthometric height has not been validated since last determined
 AU2945 ** by differential leveling and should not be used for control purposes.
 AU2945 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2945 ** area with valid NAVD 88 orthometric heights.
 AU2945 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2945 ** epoch indicated which incorporates improved geoid heights for the
 AU2945 ** Southern Louisiana Subsidence area.
 AU2945 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2945.The orthometric height was scaled from a topographic map.
 AU2945
 AU2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2945
 AU2945.The geoid height was determined by GEOID03.
 AU2945
 AU2945;                    North         East     Units Scale Factor Converg.
 AU2945;SPC LA S     -    80,880.065 1,128,550.653   MT  1.00001720   +0 39 39.9
 AU2945;SPC LA S     -   265,354.01  3,702,586.60   sFT  1.00001720   +0 39 39.9
 AU2945;UTM  15      - 3,236,389.999   790,552.956   MT  1.00064186   +1 27 36.7
 AU2945;UTM  16      - 3,236,445.666   207,271.410   MT  1.00065753   -1 28 16.1
 AU2945
 AU2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2945!SPC LA S     -   1.00000344  x   1.00001720  =   1.00002064
 AU2945!UTM  15      -   1.00000344  x   1.00064186  =   1.00064530
 AU2945!UTM  16      -   1.00000344  x   1.00065753  =   1.00066097
 AU2945
 AU2945|---------------------------------------------------------------------|
 AU2945| PID    Reference Object                     Distance      Geod. Az  |
 AU2945|                                                           dddmmss.s |
 AU2945| DD7150 GRAND ISLE SW BASE 2 RM 2           102.623 METERS 01841     |
 AU2945| AT1215 GRAND ISLE HUMBLE COMMUN TOWER      APPROX. 5.6 KM 0492845.6 |
 AU2945| AT1169 GRAND ISLE HUMBLE OIL CO TANK       APPROX. 4.2 KM 0524602.5 |
 AU2945| AU1290 G 155                                              2315833.5 |
 AU2945| AU2951 RBN GRAND ISLE GNI                  APPROX. 2.0 KM 2375755.7 |
 AU2945| DD7149 GRAND ISLE SW BASE 2 RM 1            31.319 METERS 28906     |
 AU2945|---------------------------------------------------------------------|
 AU2945
 AU2945                          SUPERSEDED SURVEY CONTROL
 AU2945
 AU2945  NAD 83(1986)-  29 13 22.66898(N)    090 00 40.27476(W) AD(       ) 2
 AU2945  NAD 27      -  29 13 21.85200(N)    090 00 40.01300(W) AD(       ) 2
 AU2945
 AU2945.Superseded values are not recommended for survey control.
 AU2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2945.See file dsdata.txt to determine how the superseded data were derived.
 AU2945
 AU2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN9055336390(NAD 83)
 AU2945_MARKER: DS = TRIANGULATION STATION DISK
 AU2945_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2945_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2945
 AU2945  HISTORY     - Date     Condition        Report By
 AU2945  HISTORY     - 1927     MONUMENTED       CGS
 AU2945  HISTORY     - 1936     GOOD             CGS
 AU2945  HISTORY     - 1940     GOOD             SHELL
 AU2945  HISTORY     - 1947     GOOD             BAKER
 AU2945  HISTORY     - 1949     GOOD             CGS
 AU2945  HISTORY     - 1950     GOOD             USE
 AU2945  HISTORY     - 1952     GOOD             CGS
 AU2945  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU2945  HISTORY     - 1956     SEE DESCRIPTION  HUMBLE
 AU2945  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AU2945
 AU2945                          STATION DESCRIPTION
 AU2945
 AU2945'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AU2945'IN 1936 THE STATION WAS DESCRIBED AS FOLLOWS--ATOP A LOW
 AU2945'SAND MOUND ON GRAND ISLE, 2.2 MILES NE OF THE BRIDGE LEADING
 AU2945'TO THE ISLAND, 1.1 MILES SW OF THE COAST GUARD STATION,
 AU2945'0.5 MILE NE OF GRAND BEACH COTTAGES, ABOUT 40 METERS (130 FEET)
 AU2945'SW OF THE CENTER LINE OF STATE HIGHWAY 620, AND ABOUT 35
 AU2945'METERS (115 FEET) BACK OF THE HIGH-WATER LINE.  THE STATION
 AU2945'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AU2945'IN THE TOP OF TILE.  THE STATION MARK PROJECTS 18 INCHES
 AU2945'ABOVE THE GROUND.  REFERENCE MARK NO. 1 IS ATOP A LOW SAND
 AU2945'MOUND, 9 METERS (30 FEET) SW OF THE CENTER LINE OF THE ROAD,
 AU2945'PROJECTS 2 INCHES ABOVE THE GROUND AND IS 37.73 METERS
 AU2945'(123.8 FEET) FROM THE STATION N 64 DEG 24 MIN W.
 AU2945'REFERENCE MARK NO. 2 IS ATOP A LOW SAND MOUND, 21 METERS
 AU2945'(69 FEET) NW OF THE CENTER LINE OF THE ROAD, PROJECTS 3
 AU2945'INCHES ABOVE THE GROUND, AND IS 102.70 METERS (336.9
 AU2945'FEET) FROM THE STATION N 18 DEG 40 MIN E.
 AU2945
 AU2945                          STATION RECOVERY (1940)
 AU2945
 AU2945'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2945'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION,
 AU2945'AND THE DISTANCES TO THEM WERE VERIFIED.
 AU2945'
 AU2945'THE AZIMUTHS OF THE TWO REFERENCE MARKS GIVEN IN THE BOOKLET
 AU2945'ISSUED BY THE WAR DEPARTMENT CORPS OF ENGINEERS, ENTITLED
 AU2945'TRIANGULATION ALONG THE MISSISSIPPI RIVER - NEW ORLEANS TO
 AU2945'THE DELTA - 1936, DO NOT CHECK WITH THE AZIMUTHS GIVEN IN
 AU2945'THE LOOSE LEAF DESCRIPTIONS ISSUED BY THE U.S.C. AND G.S.
 AU2945'OFFICE.
 AU2945
 AU2945                          STATION RECOVERY (1947)
 AU2945
 AU2945'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947 (JCT)
 AU2945'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU2945
 AU2945                          STATION RECOVERY (1949)
 AU2945
 AU2945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LJD)
 AU2945'STATION RECOVERED AND IS IN GOOD CONDITION.  AN 8-FOOT TOWER
 AU2945'HAS BEEN BUILT OVER STATION.
 AU2945
 AU2945                          STATION RECOVERY (1950)
 AU2945
 AU2945'RECOVERY NOTE BY US ENGINEERS 1950 (RJW)
 AU2945'STATION RECOVERED IN GOOD CONDITION.  STATION IS A STANDARD
 AU2945'BRONZE DISK SET IN TOP OF A CONCRETE-FILLED 8-INCH CEMENT
 AU2945'SEWER PIPE SET VERTICALLY IN BEACH OF GRAND ISLE, 2.2 MILES
 AU2945'NE ALONG STATE HWY 620 FROM SE END OF BRIDGE OVER CAMINADA
 AU2945'BAY, 1.1 MILES SW ALONG HIGHWAY FROM LANE LEADING BACK TO
 AU2945'U.S. COAST GUARD STATION, ON A LOW FLAT SAND MOUND AT TOP
 AU2945'OF BEACH, 134 FEET GULFWARD (SE) OF CENTER LINE OF HWY 620
 AU2945'AT A POINT 150 FEET NE OF APRICOT LANE.  MARK IS 1 FOOT
 AU2945'ABOVE GROUND.
 AU2945'
 AU2945'WITNESSES--U.S.C.G. TELEPHONE POLE NO. 1028T, 97 DEG, 157
 AU2945'FT..  U.S.C.G. POLE NO. 1029, N 21 DEG W, 109 FT. ELEV. 7.36
 AU2945'FT. M.S.L. (3RD ORDER)
 AU2945'
 AU2945'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN TOP
 AU2945'OF A CONCRETE FILLED 8-INCH CEMENT SEWER PIPE THAT HAS BEEN
 AU2945'MOVED SINCE IT WAS SET.  IT IS NOW 52.8 FEET SE OF CENTER
 AU2945'LINE OF HWY 620 AT A POINT 91 FEET NE OF APRICOT LANE, AND IS
 AU2945'APPROX. N 70 DEG W, 102.8 FT FROM STATION.  MARK IS .8 FT.
 AU2945'ABOVE GROUND AND PIPE IS BROKEN AT TOP BUT CORE AND DISK
 AU2945'ARE INTACT.
 AU2945'
 AU2945'WITNESSES--U.S.C.G. TELEPHONE POLE 1028T, 77 DEG, 58.8 FEET.
 AU2945'POWER LINE POLE WITH A STREET LIGHT ON NW SIDE OF HIGHWAY,
 AU2945'FIRST POLE NE OF ONE WITH A TRANSFORMER, N 62 DEG W, 90.0 FEET
 AU2945'U.S.C.G. TELEPHONE POLE 1029, N 40 DEG E, 96.1 FEET.  ELEV.
 AU2945'5.65 FEET M.S.L. (3RD ORDER)
 AU2945'
 AU2945'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN TOP
 AU2945'OF A CONCRETE-FILLED 8-INCH CEMENT SEWER PIPE, N 18 DEG
 AU2945'40 MIN E, 102.70 METERS FROM STATION, 73.1 FEET NW OF
 AU2945'CENTER LINE OF HWY 620 AT A POINT 410 FEET NE ALONG HIGHWAY
 AU2945'FROM APRICOT LANE, IN OPEN GROUND ON A SMALL FLAT SAND KNOLL,
 AU2945'67 FEET SW OF CENTER LINE OF FIRST LANE SW OF SAM DE GENERES
 AU2945'TOURIST CABINS.  MARK IS 0.9 FEET ABOVE GROUND.
 AU2945'
 AU2945'WITNESSES--POWER LINE POLE WITH A STREET LIGHT, FIRST POLE
 AU2945'SW OF ONE WITH A TRANSFORMER, S 88 DEG E, 80.4 FT.  ELECTRIC
 AU2945'LINE POLE WITH LIGHT ON BRANCH LINE LEADING TO 2-STORY COTTAGE
 AU2945'JUST SW ACROSS LANE FROM CHELKA COTTAGE, N 22 DEG W, 111.1 FEET
 AU2945'U.S.C.G. TELEPHONE POLE 1029, S 5 DEG W, 134.4 FEET.  ELEV.
 AU2945'5.94 FEET M.S.L. (3RD ORDER)
 AU2945
 AU2945                          STATION RECOVERY (1952)
 AU2945
 AU2945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2945'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2945'DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2945'
 AU2945'STATION IS LOCATED ON GRAND ISLE, 2.2 MI. NE OF THE E END
 AU2945'OF THE BRIDGE OVER CAMINADA PASS, 134.1 FT. S OF THE CENTERLINE
 AU2945'OF STATE HIGHWAY 620, 156.6 FT. SE OF COAST GUARD TELEPHONE
 AU2945'POLE NO. 1029, 83 FT. NW OF THE MEAN HIGH-WATERLINE, ON THE
 AU2945'HIGHEST POINT OF A SAND RIDGE, AND 6 FT. S OF A 4- BY 4-IN.
 AU2945'WHITE WOODEN WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 AU2945'SW BASE NO 2 1927 AND SET IN THE TOP OF AN 8-IN. CONCRETE
 AU2945'MONUMENT PROJECTING 10 IN. ABOVE THE GROUND.
 AU2945'
 AU2945'REFERENCE MARK 1 IS 52.7 FT. S OF THE CENTERLINE OF STATE
 AU2945'HIGHWAY 620, 58.7 FT. SE OF COAST GUARD TELEPHONE POLE 1028
 AU2945'T, 96.3 FT. SW OF COAST GUARD TELEPHONE POLE 1029, 17.9
 AU2945'FT. E OF A POWER LINE GUY POLE, AND 2 FT. S OF A 4- BY 4-IN.
 AU2945'WHITE WOODEN WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 AU2945'SW BASE NO 2 1927 REF NO 1 AND SET IN THE TOP OF AN 8-IN.
 AU2945'CONCRETE MONUMENT PROJECTING 10 IN. ABOVE THE GROUND.  THE
 AU2945'MONUMENT IS CRACKED, BUT THE DISK IS STILL FIRM.
 AU2945'
 AU2945'REFERENCE MARK 2 IS 73.3 FT. NW OF THE CENTERLINE OF
 AU2945'STATE HIGHWAY 620, 67.6 FT. SW OF THE CENTERLINE OF A SHELL
 AU2945'SURFACED ROAD, 80.6 FT. W OF A POWER POLE, AND 2.1 FT. N OF
 AU2945'A 4- BY 4-IN. WHITE WOODEN WITNESS POST.  IT IS A STANDARD
 AU2945'DISK, STAMPED SW BASE NO 2 1927 REF NO 2 AND SET IN THE TOP
 AU2945'OF AN 8-IN. CONCRETE MONUMENT PROJECTING 10 IN. ABOVE THE
 AU2945'GROUND.
 AU2945
 AU2945                          STATION RECOVERY (1955)
 AU2945
 AU2945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2945'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2945'CONDITION.
 AU2945'
 AU2945'A NEW DESCRIPTION FOLLOWS.
 AU2945'
 AU2945'THE STATION IS LOCATED ON GRAND ISLE, 2.2 MILES NORTHEAST
 AU2945'OF THE EAST END OF THE HIGHWAY BRIDGE ACROSS CAMINADA BAY ON A
 AU2945'LOW SAND MOUND AT THE GULF EDGE, ACROSS THE HIGHWAY FROM THE
 AU2945'GULF VIEW COTTAGES.
 AU2945'
 AU2945'THE STATION MARK, IS 135 FEET SOUTHEAST OF THE
 AU2945'CENTERLINE OF STATE HIGHWAY 1, 139 FEET NORTHEAST OF A CROSS-STREET,
 AU2945'22 FEET NORTHWEST OF THE HIGH WATER LINE, AND 1 FOOT SOUTHWEST
 AU2945'OF A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 AU2945'THE DISK IS STAMPED S W BASE NO 2 1927.  THE GROUND AT THE
 AU2945'STATION IS 6 FEET ABOVE HIGH WATER.
 AU2945'
 AU2945'REFERENCE MARK NO. 1, NORTHWEST OF THE STATION, IS 53 FEET
 AU2945'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET EAST
 AU2945'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6
 AU2945'INCHES AND THE DISK IS STAMPED S W BASE NO 2 REF NO NO 1 1927.
 AU2945'
 AU2945'REFERENCE MARK NO. 2, NORTH-NORTHEAST OF THE STATION, IS
 AU2945'72.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 70
 AU2945'FEET SOUTHWEST OF A DRIVEWAY AND 2 FEET WEST OF A WHITE
 AU2945'WITNESS POST.  THE MARK PROJECTS 10 INCHES AND
 AU2945'THE DISK IS STAMPED S W BASE NO 2 REF NO NO 2 1927.
 AU2945'
 AU2945'THE AZIMUTH MARK, APPROXIMATELY 2 MILES SOUTHWEST OF THE
 AU2945'STATION, IS 23.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 AU2945'1, 5.5 FEET SOUTH OF U.S. COAST GUARD TELEPHONE POLE NO. 961,
 AU2945'AND 3 FEET EAST OF A WHITE WITNESS POST.  A STANDARD BENCH
 AU2945'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 AU2945'3 INCHES AND STAMPED G 155 1952.
 AU2945
 AU2945                          STATION RECOVERY (1956)
 AU2945
 AU2945'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1956
 AU2945'STATION WAS DESTROYED BY HURRICANE FLOSSY.  R.M. NO. 1 AND
 AU2945'R.M. NO. 2 WERE FOUND IN GOOD CONDITION.
 AU2945
 AU2945                          STATION RECOVERY (1963)
 AU2945
 AU2945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU2945'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  STATION
 AU2945'MARK HAS BEEN DESTROYED BY EROSION.  THE AREA WHERE THE
 AU2945'MARK WAS IS NOW A PART OF THE HIGHWATER LINE OF THE BEACH.
 AU2945'BENCH MARK G 155 1952 (AZIMUTH MARK) AND REFERENCE MARKS
 AU2945'NO. 1 AND NO. 2 WERE RECOVERED AND FOUND AS DESCRIBED IN
 AU2945'1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1171 ***********************************************************************
 AT1171  DESIGNATION -  GRAND ISLE US CG RADIO MAST
 AT1171  PID         -  AT1171
 AT1171  STATE/COUNTY-  LA/JEFFERSON
 AT1171  USGS QUAD   -  GRAND ISLE (1973)
 AT1171
 AT1171                         *CURRENT SURVEY CONTROL
 AT1171  ___________________________________________________________________
 AT1171* NAD 83(1992)-  29 14 03.25746(N)    089 59 53.14878(W)     ADJUSTED  
 AT1171* NAVD 88     -                                                        
 AT1171  **This station is located in a subsidence area (see below).
 AT1171  ___________________________________________________________________
 AT1171  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AT1171  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AT1171
 AT1171  HORZ ORDER  -  THIRD
 AT1171
 AT1171.The horizontal coordinates were established by classical geodetic methods
 AT1171.and adjusted by the National Geodetic Survey in January 1993..
 AT1171
 AT1171 ** The orthometric height has not been validated since last determined
 AT1171 ** by differential leveling and should not be used for control purposes.
 AT1171 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1171 ** area with valid NAVD 88 orthometric heights.
 AT1171 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1171 ** epoch indicated which incorporates improved geoid heights for the
 AT1171 ** Southern Louisiana Subsidence area.
 AT1171 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1171
 AT1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1171
 AT1171.The geoid height was determined by GEOID03.
 AT1171
 AT1171;                    North         East     Units Scale Factor Converg.
 AT1171;SPC LA S     -    82,144.847 1,129,808.528   MT  1.00001457   +0 40 03.5
 AT1171;SPC LA S     -   269,503.55  3,706,713.48   sFT  1.00001457   +0 40 03.5
 AT1171;UTM  16      - 3,237,663.540   208,576.308   MT  1.00064812   -1 27 54.9
 AT1171;UTM  15      - 3,237,673.014   791,793.847   MT  1.00065078   +1 28 01.6
 AT1171
 AT1171                          SUPERSEDED SURVEY CONTROL
 AT1171
 AT1171  NAD 83(1986)-  29 14 03.27099(N)    089 59 53.15891(W) AD(       ) 4
 AT1171  NAD 27      -  29 14 02.46100(N)    089 59 52.89300(W) AD(       ) 3
 AT1171
 AT1171.Superseded values are not recommended for survey control.
 AT1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1171.See file dsdata.txt to determine how the superseded data were derived.
 AT1171
 AT1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT0857637664(NAD 83)
 AT1171_MARKER: 42 = RADIO/TV MAST
 AT1171
 AT1171  HISTORY     - Date     Condition        Report By
 AT1171  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1171
 AT1171                          STATION DESCRIPTION
 AT1171
 AT1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1171'THE STATION IS THE CENTER OF THE TOP OF THE RADIO MAST LOCATED IN
 AT1171'THE YARD AT THE
 AT1171'U.S. COAST GUARD OFFICE AND DOCK AT GRAND ISLE.
 AT1171'
 AT1171'A SKELETON STEEL FRAMEWORK TOWER APPROXIMATELY 100 FEET HIGH AND
 AT1171'PAINTED RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1204 ***********************************************************************
 AT1204  DESIGNATION -  GRAND ISLE WATER TANK
 AT1204  PID         -  AT1204
 AT1204  STATE/COUNTY-  LA/JEFFERSON
 AT1204  USGS QUAD   -  BARATARIA PASS (1993)
 AT1204
 AT1204                         *CURRENT SURVEY CONTROL
 AT1204  ___________________________________________________________________
 AT1204* NAD 83(1992)-  29 15 03.90952(N)    089 58 39.31796(W)     ADJUSTED  
 AT1204* NAVD 88     -                                                        
 AT1204  **This station is located in a subsidence area (see below).
 AT1204  ___________________________________________________________________
 AT1204  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AT1204  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1204
 AT1204  HORZ ORDER  -  THIRD
 AT1204
 AT1204.The horizontal coordinates were established by classical geodetic methods
 AT1204.and adjusted by the National Geodetic Survey in January 1993..
 AT1204
 AT1204 ** The orthometric height has not been validated since last determined
 AT1204 ** by differential leveling and should not be used for control purposes.
 AT1204 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1204 ** area with valid NAVD 88 orthometric heights.
 AT1204 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1204 ** epoch indicated which incorporates improved geoid heights for the
 AT1204 ** Southern Louisiana Subsidence area.
 AT1204 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1204
 AT1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1204
 AT1204.The geoid height was determined by GEOID03.
 AT1204
 AT1204;                    North         East     Units Scale Factor Converg.
 AT1204;SPC LA S     -    84,035.556 1,131,780.135   MT  1.00001071   +0 40 40.4
 AT1204;SPC LA S     -   275,706.65  3,713,181.99   sFT  1.00001071   +0 40 40.4
 AT1204;UTM  16      - 3,239,480.685   210,618.215   MT  1.00063347   -1 27 21.5
 AT1204;UTM  15      - 3,239,592.296   793,740.127   MT  1.00066484   +1 28 40.5
 AT1204
 AT1204                          SUPERSEDED SURVEY CONTROL
 AT1204
 AT1204  NAD 83(1986)-  29 15 03.92293(N)    089 58 39.32755(W) AD(       ) 4
 AT1204  NAD 27      -  29 15 03.09219(N)    089 58 39.08553(W) AD(       ) 3
 AT1204
 AT1204.Superseded values are not recommended for survey control.
 AT1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1204.See file dsdata.txt to determine how the superseded data were derived.
 AT1204
 AT1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1061839481(NAD 83)
 AT1204_MARKER: 51 = TANK
 AT1204
 AT1204  HISTORY     - Date     Condition        Report By
 AT1204  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1204
 AT1204                          STATION DESCRIPTION
 AT1204
 AT1204'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1526 ***********************************************************************
 BK1526  DESIGNATION -  GRAND LAKE
 BK1526  PID         -  BK1526
 BK1526  STATE/COUNTY-  LA/CAMERON
 BK1526  USGS QUAD   -  MOSS LAKE (1994)
 BK1526
 BK1526                         *CURRENT SURVEY CONTROL
 BK1526  ___________________________________________________________________
 BK1526* NAD 83(1992)-  30 01 48.39233(N)    093 16 18.85400(W)     ADJUSTED  
 BK1526* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BK1526  **This station is located in a subsidence area (see below).
 BK1526  ___________________________________________________________________
 BK1526  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK1526  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK1526  DYNAMIC HT  -           3.2   (meters)      10.    (feet)  COMP
 BK1526  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 BK1526
 BK1526  HORZ ORDER  -  SECOND
 BK1526  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1526
 BK1526.The horizontal coordinates were established by classical geodetic methods
 BK1526.and adjusted by the National Geodetic Survey in January 1993..
 BK1526
 BK1526 ** The orthometric height has not been validated since last determined
 BK1526 ** by differential leveling and should not be used for control purposes.
 BK1526 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1526 ** area with valid NAVD 88 orthometric heights.
 BK1526 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1526 ** epoch indicated which incorporates improved geoid heights for the
 BK1526 ** Southern Louisiana Subsidence area.
 BK1526 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1526.The orthometric height was scaled from a topographic map.
 BK1526.The vertical order pertains to the NGVD 29 superseded value.
 BK1526
 BK1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1526
 BK1526.The geoid height was determined by GEOID03.
 BK1526
 BK1526.The dynamic height is computed by dividing the NAVD 88
 BK1526.geopotential number by the normal gravity value computed on the
 BK1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1526.degrees latitude (g = 980.6199 gals.).
 BK1526
 BK1526.The modeled gravity was interpolated from observed gravity values.
 BK1526
 BK1526;                    North         East     Units Scale Factor Converg.
 BK1526;SPC LA S     -   171,185.379   813,033.807   MT  0.99992587   -0 58 09.5
 BK1526;SPC LA S     -   561,630.70  2,667,428.42   sFT  0.99992587   -0 58 09.5
 BK1526;UTM  15      - 3,322,152.811   473,783.370   MT  0.99960848   -0 08 09.9
 BK1526
 BK1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1526!SPC LA S     -   1.00000376  x   0.99992587  =   0.99992962
 BK1526!UTM  15      -   1.00000376  x   0.99960848  =   0.99961223
 BK1526
 BK1526:                Primary Azimuth Mark                     Grid Az
 BK1526:SPC LA S     -  WESTLAKE MATHIESON CHEM HI STK           002 09 06.2
 BK1526:UTM  15      -  WESTLAKE MATHIESON CHEM HI STK           001 19 06.6
 BK1526
 BK1526|---------------------------------------------------------------------|
 BK1526| PID    Reference Object                     Distance      Geod. Az  |
 BK1526|                                                           dddmmss.s |
 BK1526| BK3148 WESTLAKE MATHIESON CHEM HI STK      APPROX.22.4 KM 0011056.7 |
 BK1526| CV8032 B 4169                                             00755     |
 BK1526| CV7644 GRAND LAKE RM 2                                    00926     |
 BK1526| BK3136 LAKE CHARLES MUNICIPAL TANK         APPROX.19.6 KM 0170127.6 |
 BK1526| BK3138 AIRPORT BCN LAKE CHARLES AFB        APPROX.23.6 KM 0263755.0 |
 BK1526| BK3112 MANCHESTER FARMER RICE MILL TK      APPROX.23.4 KM 0362342.0 |
 BK1526| CV7645 GRAND LAKE RM 3                      29.054 METERS 11424     |
 BK1526| BK1527 GRAND LAKE RM 1                      32.757 METERS 26051     |
 BK1526| BK1528 GRAND LAKE RM 4                      37.670 METERS 31946     |
 BK1526| BK3157 DAVIDSON CHEMICAL CO TANK           APPROX.15.6 KM 3342253.6 |
 BK1526|---------------------------------------------------------------------|
 BK1526
 BK1526                          SUPERSEDED SURVEY CONTROL
 BK1526
 BK1526  NAD 83(1986)-  30 01 48.41772(N)    093 16 18.84177(W) AD(       ) 2
 BK1526  NAD 27      -  30 01 47.65400(N)    093 16 18.29200(W) AD(       ) 2
 BK1526  NGVD 29 (??/??/??)    3.207  (m)           10.52   (f) ADJUSTED    1 2
 BK1526
 BK1526.Superseded values are not recommended for survey control.
 BK1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1526.See file dsdata.txt to determine how the superseded data were derived.
 BK1526
 BK1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7378322153(NAD 83)
 BK1526_MARKER: DS = TRIANGULATION STATION DISK
 BK1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1526_STAMPING: GRAND LAKE (1931)
 BK1526_MARK LOGO: CGS   
 BK1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1526+STABILITY: SURFACE MOTION
 BK1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1526+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2002
 BK1526
 BK1526  HISTORY     - Date     Condition        Report By
 BK1526  HISTORY     - 1931     MONUMENTED       CGS
 BK1526  HISTORY     - 1934     GOOD             CGS
 BK1526  HISTORY     - 1937     GOOD             LAGS
 BK1526  HISTORY     - 1947     GOOD             CGS
 BK1526  HISTORY     - 1954     GOOD             CGS
 BK1526  HISTORY     - 1955     GOOD             CGS
 BK1526  HISTORY     - 1960     GOOD             CGS
 BK1526  HISTORY     - 1965     GOOD             CGS
 BK1526  HISTORY     - 1968     GOOD             LADTD
 BK1526  HISTORY     - 1982     GOOD             NGS
 BK1526  HISTORY     - 20021013 GOOD             USPSQD
 BK1526  HISTORY     - 20060211 GOOD             USPSQD
 BK1526
 BK1526                          STATION DESCRIPTION
 BK1526
 BK1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK1526'ABOUT 14 MILES S OF LAKE CHARLES, IN THE VILLAGE OF GRAND LAKE,
 BK1526'ON E SHORE OF CALCASIEU LAKE, 53.0 FEET E OF CENTER LINE OF SHELL
 BK1526'ROAD (ROUTE 211) LEADING INTO THE VILLAGE, 71 FEET N OF CENTER
 BK1526'LINE OF THE T-CROSS ROAD, AND IN FENCE LINE OF VACANT LOT.
 BK1526'
 BK1526'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 BK1526'SET IN CONCRETE.
 BK1526'
 BK1526'SURFACE MARK PROJECTS ABOUT 5 INCHES.
 BK1526'
 BK1526'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND IS 52.0 FEET W OF
 BK1526'CENTER LINE OF SHELL ROAD (ROUTE 211), 47.0 FEET N OF CENTER LINE
 BK1526'OF T-CROSS ROAD, 21.38 FEET NE OF SE CORNER OF J. CORMIERS CASH
 BK1526'STORE, 3.30 FEET SE OF NE CORNER OF SAME STORE, AND 107.48 FEET
 BK1526'FROM STATION S 80 DEG 51 MIN W.
 BK1526'
 BK1526'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND IS IN THE NE CORNER
 BK1526'OF A FIELD, 55.0 FEET W OF THE CENTER LINE OF SHELL ROAD, 107
 BK1526'FEET S OF TERMINATION OF CANAL, AND 0.4 MILE FROM STATION
 BK1526'N 09 DEG 27 MIN E.
 BK1526
 BK1526                          STATION RECOVERY (1934)
 BK1526
 BK1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCB)
 BK1526'ORIGINAL DESCRIPTION CORRECT.
 BK1526
 BK1526                          STATION RECOVERY (1937)
 BK1526
 BK1526'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK1526'RECOVERED AS DESCRIBED.
 BK1526
 BK1526                          STATION RECOVERY (1947)
 BK1526
 BK1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK1526'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL RECOVERY
 BK1526'NOTE IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 BK1526'
 BK1526'1.  DELETE AND IN FENCE LINE OF VACANT LOT.  THE FENCE HAS BEEN
 BK1526'REMOVED.
 BK1526'
 BK1526'2.  DELETE THE NORTHWEST CORNER OF A FIELD.  THE FENCES HAVE
 BK1526'BEEN REMOVED AND THE REFERENCE MARK IS NOW ONLY IN A FIELD.
 BK1526
 BK1526                          STATION RECOVERY (1954)
 BK1526
 BK1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCC)
 BK1526'STATION STAMPED GRAND LAKE 1931 AND REFERENCE MARK STAMPED
 BK1526'GRAND LAKE NO. 1 1931 WERE RECOVERED AS DESCRIBED.
 BK1526
 BK1526                          STATION RECOVERY (1955)
 BK1526
 BK1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK1526'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 BK1526'AND ARE ALL IN GOOD CONDITION.  THE STATION IS LOCATED ON PROPERTY
 BK1526'OWNED BY MRS. NECIE HEBERT IN THE VILLAGE OF GRAND LAKE.
 BK1526'
 BK1526'THE DISTANCE TO REFERENCE MARK 1 WAS CHECKED AND FOUND TO
 BK1526'BE CORRECT.
 BK1526'
 BK1526'THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECK THE PREVIOUS
 BK1526'OBSERVATIONS.
 BK1526'
 BK1526'REFERENCE MARK 2 (AZIMUTH MARK) IS 0.4 MILE NORTH-NORTHEAST
 BK1526'OF THE STATION.  IT IS 54.6 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 BK1526'ROAD AND 65.5 FEET SOUTH OF POWER POLE NO. 311.  THE MARK PROJECTS
 BK1526'4 INCHES.
 BK1526'
 BK1526'ANOTHER REFERENCE MARK WAS ESTABLISHED AT THE STATION.  THE MARK
 BK1526'IS A STANDARD DISK EMBEDDED IN A 12 BY 12 INCH CONCRETE POST
 BK1526'SET FLUSH WITH THE SURFACE.  THE MARK IS 31.0 FEET NORTH OF
 BK1526'CENTERLINE OF EAST-WEST ROAD.  THE DISK IS STAMPED GRAND LAKE NO.
 BK1526'3 1931.
 BK1526'
 BK1526'A LOUISIANA GEODETIC SURVEY STATION MARK IS LOCATED IN PASTURE
 BK1526'LAND 0.35 MILE NORTH OF THE STATION.  THIS MARK IS 93 FEET
 BK1526'WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 42 FEET WEST OF
 BK1526'RIGHT-OF-WAY FENCE LINE.  THE DISK IS EMBEDDED IN THE TOP OF A
 BK1526'6 BY 6 INCH CONCRETE POST WHICH PROJECTS 4 INCHES.  THE DISK
 BK1526'IS STAMPED B 4 169.
 BK1526'
 BK1526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 90 AND 171
 BK1526'AND STATE HIGHWAY 14 IN THE EASTERN EDGE OF LAKE CHARLES GO
 BK1526'SOUTH ON STATE HIGHWAY 14 FOR 4.05 MILES TO A GRAVEL T-ROAD
 BK1526'RIGHT.
 BK1526'
 BK1526'TURN RIGHT AND GO WEST FOR 1.0 MILE TO T-JUNCTION.  TURN
 BK1526'RIGHT AND GO NORTH FOR 0.5 MILE, THENCE LEFT, WEST, FOR 1.0
 BK1526'MILE TO CROSS ROAD.  TURN LEFT AND GO SOUTH ON SURFACED ROAD
 BK1526'FOR 11.3 MILES TO T-JUNCTION AT LE DOUEX GROCERY.  TURN RIGHT
 BK1526'AND GO WEST FOR 0.9 MILE TO THE SWEETLAKE FERRY AT THE
 BK1526'INTRACOASTAL CANAL.  CROSS FERRY AND CONTINUE WEST FOR 1.1 MILE TO
 BK1526'T-JUNCTION.  TURN RIGHT AND GO NORTH AND WEST FOR 2.7 MILES TO
 BK1526'THE STATION IN THE OPEN LOT IN THE NORTHEAST ANGLE OF ROAD
 BK1526'JUNCTION.
 BK1526'
 BK1526'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 BK1526
 BK1526                          STATION RECOVERY (1960)
 BK1526
 BK1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK1526'THE STATION WAS VISITED 7-21-60 AND THE STATION MARK, REFERENCE
 BK1526'MARK NO. 1 AND NO. 3 AND LOUISIANA GEODETIC SURVEY MARK B 4169
 BK1526'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 BK1526'DESTROYED AND THE DISK RECLAIMED AT THIS DATE.  REFERENCE
 BK1526'MARK NO. 3 WAS IN QUESTION ABOUT BEING DISTURBED DURING ROAD
 BK1526'CONSTRUCTION, THEREFORE REFERENCE MARK NO. 4 WAS ESTABLISHED
 BK1526'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BK1526'
 BK1526'THE STATION IS LOCATED AT THE VILLAGE OF GRAND LAKE, ABOUT 14
 BK1526'MILES SOUTH OF LAKE CHARLES AND ABOUT 0.25 MILE EAST OF CALCASIEU
 BK1526'LAKE, IN THE NORTHEAST ANGLE OF A T ROAD INTERSECTION AND ON
 BK1526'PROPERTY OWNED BY MRS NECIE HEBERT.  IT IS 53 FEET EAST OF
 BK1526'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 72 FEET NORTH OF THE
 BK1526'CENTERLINE OF THE EAST-WEST ROAD, 95 FEET NORTHEAST OF THE
 BK1526'INTERSECTION OF THE CENTERLINES OF THE TWO ROADS, 14 FEET
 BK1526'SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE TO
 BK1526'THE WEST OWNED BY MRS MANNING AND 1 FOOT NORTHEAST OF A METAL
 BK1526'WITNESS POST.  IT IS A STANDARD DISK, STAMPED GRAND LAKE
 BK1526'1931, FLUSH WITH THE GROUND.
 BK1526'
 BK1526'REFERENCE MARK NO. 1 IS 107.47 FEET WEST OF THE STATION, 4 FEET
 BK1526'WEST OF THE EAST YARD FENCE OF THE PROPERTY OF MRS MANNING IN
 BK1526'THE FRONT YARD, 50 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD,
 BK1526'54 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 36 FEET
 BK1526'SOUTH OF THE SOUTHEDGE OF THE SIDEWALK LEADING TO THE MANNING
 BK1526'HOUSE, AND 21 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH
 BK1526'WALL OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED GRAND LAKE
 BK1526'NO 1 1931, PROJECTING 2 INCHES.
 BK1526'
 BK1526'REFERENCE MARK NO. 3 IS 95.32 FEET EAST-SOUTHEAST OF THE STATION,
 BK1526'31 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 146 FEET
 BK1526'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 149 FEET WEST
 BK1526'OF THE SOUTHWEST CORNER OF THE YARD FENCE FOR A SMALL WHITE HOUSE
 BK1526'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BK1526'STAMPED GRAND LAKE NO 3 1931 FLUSH WITH THE GROUND.
 BK1526'
 BK1526'REFERENCE MARK NO. 4 IS 123.59 FEET WEST-NORTHWEST OF THE
 BK1526'STATION AT A T FENCE CORNER, 50 FEET WEST OF THE CENTERLINE OF
 BK1526'THE ROAD, 164 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 BK1526'AND 34.5 FEET SOUTH OF A POWER POLE.  IT IS A STANDARD DISK,
 BK1526'STAMPED GRAND LAKE NO 4 1931, PROJECTING 6 INCHES.
 BK1526'
 BK1526'B 4169 (L.G.S.) IS 0.35 MILE NORTH OF THE STATION, 93 FEET WEST
 BK1526'OF THE CENTER LINE OF THE ROAD, 87 FEET NORTHWEST OF POWER POLE
 BK1526'NO. 310, 280 FEET SOUTH OF A SHELL ROAD, LEADING WEST AND NORTH
 BK1526'AT THE SOUTH END OF A BAYOU, ACROSS THE HIGHWAY FROM SOME LARGE
 BK1526'TANKS, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BK1526'LOUISIANA GEODETIC SURVEY DISK, STAMPED B 4169, SET IN THE TOP
 BK1526'OF A 6-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 BK1526'
 BK1526'TO REACH THE STATION FROM THE COURTHOUSE IN LAKE CHARLES AT
 BK1526'THE INTERSECTION OF RYAN AND KIRBY STREETS, GO SOUTH ON RYAN
 BK1526'STREET FOR 3.5 MILES TO FORK, TAKE RIGHT FORK AND GO WEST FOR
 BK1526'3.75 MILES TO THE COUNTRY CLUB ON THE RIGHT, TURN LEFT AND
 BK1526'GO SOUTH FOR 5.7 MILES TO THE INTERCOASTAL WATERWAYS, CONTINUE
 BK1526'SOUTH FOR 3.55 MILES TO B 4169 (L.G.S.) ON THE RIGHT, CONTINUE
 BK1526'SOUTH FOR 0.35 MILE TO A T INTERSECTION AND THE STATION ON THE
 BK1526'LEFT.
 BK1526
 BK1526                          STATION RECOVERY (1965)
 BK1526
 BK1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BK1526'THE STATION MARK, STAMPED GRAND LAKE 1931, IS ABOUT 0.3 MILE
 BK1526'WEST ALONG STATE ROAD 384 FROM THE BIG LAKE GOSPEL CHURCH AT
 BK1526'GRAND LAKE, 92 FEET NORTHEAST OF THE CENTER OF A JUNCTION OF
 BK1526'THE STATE ROAD TURNING NORTH AND A PAVED ROAD LEADING WEST, 50
 BK1526'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 68
 BK1526'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 111 FEET
 BK1526'EAST OF THE NORTHEAST CORNER OF A BRICK HOME BELONGING TO MR.
 BK1526'CHARLES J. MANNING, 0.9 FOOT EAST OF A METAL WITNESS POST,
 BK1526'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BK1526'
 BK1526'R.M. 1, STAMPED GRAND LAKE NO 1 1931, IS 107.5 FEET WEST-SOUTHWEST
 BK1526'OF THE STATION MARK, 50 FEET WEST OF THE CENTER LINE OF A ROAD
 BK1526'LEADING NORTH, 51 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 BK1526'ROAD, 24 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOME,
 BK1526'9-1/2 FEET NORTH OF THE NORTH EDGE OF A CONCRETE DRIVEWAY, 3
 BK1526'FEET WEST OF A CHAIN-LINK FENCE, ABOUT LEVEL WITH THE ROAD,
 BK1526'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BK1526'
 BK1526'R.M. 2, WAS SEARCHED FOR BUT NOT RECOVERED.  A CONCRETE POST WAS
 BK1526'FOUND BROKEN OFF AT THE DESCRIBED LOCATION OF THE MARK BUT THE
 BK1526'DISK WAS NOT RECOVERED.
 BK1526'
 BK1526'R.M. 3, WAS SEARCHED FOR BUT NOT RECOVERED.  THE ROAD HAS BEEN
 BK1526'WIDENED AND THE MARK IS BELIEVED TO HAVE BEEN DESTROYED.
 BK1526'
 BK1526'R.M. 4, STAMPED GRAND LAKE NO 4 1931, IS 44 FEET WEST OF THE
 BK1526'CENTER LINE OF THE ROAD LEADING NORTH, 28 FEET NORTHEAST OF
 BK1526'THE NORTHEAST CORNER OF A BRICK HOME, 6 FEET EAST OF A FENCE,
 BK1526'1-1/2 FEET SOUTHWEST OF A POWER POLE, ABOUT LEVEL WITH THE
 BK1526'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1526
 BK1526                          STATION RECOVERY (1968)
 BK1526
 BK1526'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK1526'0.3 MI W FROM GRAND LAKE.
 BK1526'ABOUT 0.3 MILES WEST OF THE BIG LAKE GOSPEL CHURCH, 92 FEET NORTHEAST
 BK1526'OF THE CENTER OF THE JUNCTION OF STATE ROUTE 384 TURNING NORTH AND A
 BK1526'PAVED ROAD LEADING WEST, 50 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 BK1526'384 GOING NORTH AND 68 FEET NORTH OF STATE ROUTE 384 GOING EAST, 111
 BK1526'FEET EAST OF THE NORTHEAST CORNER OF A BRICK HOME BELONGING TO MR.
 BK1526'CHARLES J. MANNING, 1 FOOT EAST OF AMETAL WITNESS POST AND SET IN THE
 BK1526'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  SEC 9, T 12S, R 9W.
 BK1526
 BK1526                          STATION RECOVERY (1982)
 BK1526
 BK1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK1526'RECOVERED IN GOOD CONDITION IN QUAD 300932, LINE 104, PAGE 24, DATED
 BK1526'NOVEMBER 1971.  NOTE-THE MARK IS NOW 5 FEET EAST-NORTHEAST OF A
 BK1526'WITNESS POST, NOT 1 FOOT EAST.
 BK1526
 BK1526                          STATION RECOVERY (2002)
 BK1526
 BK1526'RECOVERY NOTE BY US POWER SQUADRON 2002 (SHD)
 BK1526'RECOVERED IN GOOD CONDITION.
 BK1526
 BK1526                          STATION RECOVERY (2006)
 BK1526
 BK1526'RECOVERY NOTE BY US POWER SQUADRON 2006 (NLD)
 BK1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2633 ***********************************************************************
 BH2633  DESIGNATION -  GRAND PASS 2
 BH2633  PID         -  BH2633
 BH2633  STATE/COUNTY-  LA/ST BERNARD
 BH2633  USGS QUAD   -  DOOR POINT (1994)
 BH2633
 BH2633                         *CURRENT SURVEY CONTROL
 BH2633  ___________________________________________________________________
 BH2633* NAD 83(1992)-  30 07 13.28934(N)    089 14 57.38645(W)     ADJUSTED  
 BH2633* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2633  ___________________________________________________________________
 BH2633  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BH2633  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BH2633
 BH2633  HORZ ORDER  -  SECOND
 BH2633
 BH2633.The horizontal coordinates were established by classical geodetic methods
 BH2633.and adjusted by the National Geodetic Survey in May 1994..
 BH2633
 BH2633.The orthometric height was scaled from a topographic map.
 BH2633
 BH2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2633
 BH2633.The geoid height was determined by GEOID03.
 BH2633
 BH2633;                    North         East     Units Scale Factor Converg.
 BH2633;SPC LA S     -   181,433.737 1,200,814.489   MT  0.99992791   +1 02 31.4
 BH2633;SPC LA S     -   595,253.85  3,939,672.20   sFT  0.99992791   +1 02 31.4
 BH2633;SPC MS E     -    68,835.810   259,917.776   MT  0.99996981   -0 12 31.4
 BH2633;SPC MS E     -   225,838.82    852,746.90   sFT  0.99996981   -0 12 31.4
 BH2633;UTM  16      - 3,334,257.347   283,297.153   MT  1.00017940   -1 07 45.0
 BH2633
 BH2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2633!SPC LA S     -   1.00000422  x   0.99992791  =   0.99993213
 BH2633!SPC MS E     -   1.00000422  x   0.99996981  =   0.99997403
 BH2633!UTM  16      -   1.00000422  x   1.00017940  =   1.00018362
 BH2633
 BH2633:                Primary Azimuth Mark                     Grid Az
 BH2633:SPC LA S     -  MERRILL SHELL BANK LH                    359 04 37.4
 BH2633:SPC MS E     -  MERRILL SHELL BANK LH                    000 19 40.2
 BH2633:UTM  16      -  MERRILL SHELL BANK LH                    001 14 53.8
 BH2633
 BH2633|---------------------------------------------------------------------|
 BH2633| PID    Reference Object                     Distance      Geod. Az  |
 BH2633|                                                           dddmmss.s |
 BH2633| BH2634 MERRILL SHELL BANK LH               APPROX.13.4 KM 0000708.8 |
 BH2633| BH2635 MARIANNE CHANNEL LIGHT 8            APPROX.10.5 KM 0013754.7 |
 BH2633| BH2638 CAT ISLAND W END CHANNEL LT         APPROX.13.0 KM 0223356.0 |
 BH2633| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 1.3 KM 0690537.3 |
 BH2633| BH2628 DOOR POINT LIGHT                    APPROX.12.2 KM 1312313.1 |
 BH2633| DD8847 GRAND PASS 2 RM 2                    29.420 METERS 19040     |
 BH2633| DD8846 GRAND PASS 2 RM 1                    24.620 METERS 29149     |
 BH2633| BH2653 GRAND ISLAND CHANNEL LIGHT 9        APPROX. 9.8 KM 3121750.8 |
 BH2633| BH2652 GRAND ISLAND CHANNEL LIGHT 1        APPROX. 8.4 KM 3214457.1 |
 BH2633| BH2650 MARIANNE CHANNEL LIGHT 28           APPROX. 8.7 KM 3373720.7 |
 BH2633| BH2648 MARIANNE CHANNEL LIGHT 18           APPROX. 9.4 KM 3505227.3 |
 BH2633|---------------------------------------------------------------------|
 BH2633
 BH2633                          SUPERSEDED SURVEY CONTROL
 BH2633
 BH2633  NAD 83(1992)-  30 07 13.30182(N)    089 14 57.37859(W) AD(       ) 2
 BH2633  NAD 83(1986)-  30 07 13.30226(N)    089 14 57.37887(W) AD(       ) 2
 BH2633  NAD 27      -  30 07 12.58400(N)    089 14 57.23100(W) AD(       ) 2
 BH2633
 BH2633.Superseded values are not recommended for survey control.
 BH2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2633.See file dsdata.txt to determine how the superseded data were derived.
 BH2633
 BH2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8329734257(NAD 83)
 BH2633_MARKER: DS = TRIANGULATION STATION DISK
 BH2633_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2633_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2633
 BH2633  HISTORY     - Date     Condition        Report By
 BH2633  HISTORY     - 1934     MONUMENTED       CGS
 BH2633  HISTORY     - 1952     GOOD             CGS
 BH2633  HISTORY     - 1955     GOOD             CGS
 BH2633  HISTORY     - 1971     MARK NOT FOUND   NGS
 BH2633
 BH2633                          STATION DESCRIPTION
 BH2633
 BH2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2633'STATION IS IN THE MARSH ON THE S SIDE OF MISSISSIPPI SOUND, ON THE N
 BH2633'EDGE OF THE MARSH ABOUT 0.3 MILE W OF THE N ENTRANCE OF GRAND PASS
 BH2633'ON THE E SIDE OF THE FIRST SMALL BAYOU, W OF THE PASS, 136 METERS
 BH2633'SE OF THE POINT ON E SIDE OF MOUTH OF BAYOU AND ABOUT 15 METERS S
 BH2633'OF A SMALL DITCH THAT ENTERS THE BAYOU NEAR ITS MOUTH.
 BH2633'
 BH2633'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 BH2633'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET
 BH2633'IN CONCRETE IN THE TOP OF A TILE.
 BH2633'
 BH2633'MARKS IN 8-INCH TILE PROJECT 1 FOOT ABOVE SURFACE OF MARSH.
 BH2633'REFERENCE MARK NO. 1 IS BETWEEN THE STATION AND THE POINT. REFERENCE
 BH2633'MARK NO. 2 IS 20 METERS FROM THE BAYOU AND BETWEEN THE STATION AND
 BH2633'IN A LINE AT RIGHT ANGLES TO BAYOU AT NEAREST POINT.
 BH2633'
 BH2633'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 BH2633
 BH2633                          STATION RECOVERY (1952)
 BH2633
 BH2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2633'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED WITH
 BH2633'THE FOLLOWING CHANGE AND ADDITIONS--
 BH2633'
 BH2633'CHANGE 136 METERS SE OF THE POINT TO 200 FEET SE OF THE POINT.
 BH2633'
 BH2633'ADD--1. DISTANCE TO APPARENT SHORELINE OF BAYOU IS 146 FEET
 BH2633'S 39 DEG W.
 BH2633'
 BH2633'2. DISTANCE TO N TIP AT MOUTH OF SMALL DITCH IS 99 FEET S 83 DEG
 BH2633'33 MIN W.
 BH2633'
 BH2633'WITH THE EXCEPTION OF THE ABOVE CHANGE AND ADDITIONS THE ORIGINAL
 BH2633'DESCRIPTION IS ADEQUATE AND COMPLETE.
 BH2633
 BH2633                          STATION RECOVERY (1955)
 BH2633
 BH2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 BH2633'STATION AND REFERENCE MARKS RECOVERED. ORIGINAL DESCRIPTION IS
 BH2633'ADEQUATE, EXCEPT THAT THE STATION IS 55 FT.  S 80 DEG W FROM
 BH2633'THE SHORELINE. REFERENCE MARK 1 IS 6 FT. OFFSHORE ON A SMALL
 BH2633'PENINSULA AND IN DANGER OF BEING LOST BY EROSION.
 BH2633
 BH2633                          STATION RECOVERY (1971)
 BH2633
 BH2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2633'STATION AND REFERENCE MARKS PLOT IN WATER.  PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2632 ***********************************************************************
 BH2632  DESIGNATION -  GRAND PASS 3
 BH2632  PID         -  BH2632
 BH2632  STATE/COUNTY-  LA/ST BERNARD
 BH2632  USGS QUAD   -  DOOR POINT (1994)
 BH2632
 BH2632                         *CURRENT SURVEY CONTROL
 BH2632  ___________________________________________________________________
 BH2632* NAD 83(1992)-  30 07 17.26556(N)    089 14 44.91227(W)     ADJUSTED  
 BH2632* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 BH2632  ___________________________________________________________________
 BH2632  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BH2632  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BH2632
 BH2632  HORZ ORDER  -  SECOND
 BH2632
 BH2632.The horizontal coordinates were established by classical geodetic methods
 BH2632.and adjusted by the National Geodetic Survey in May 1994..
 BH2632
 BH2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2632
 BH2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2632
 BH2632.The geoid height was determined by GEOID03.
 BH2632
 BH2632;                    North         East     Units Scale Factor Converg.
 BH2632;SPC LA S     -   181,562.224 1,201,146.105   MT  0.99992795   +1 02 37.6
 BH2632;SPC LA S     -   595,675.40  3,940,760.18   sFT  0.99992795   +1 02 37.6
 BH2632;SPC MS E     -    68,957.034   260,252.132   MT  0.99996948   -0 12 25.2
 BH2632;SPC MS E     -   226,236.54    853,843.87   sFT  0.99996948   -0 12 25.2
 BH2632;UTM  16      - 3,334,373.208   283,633.484   MT  1.00017760   -1 07 38.9
 BH2632
 BH2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2632!SPC LA S     -   1.00000408  x   0.99992795  =   0.99993203
 BH2632!SPC MS E     -   1.00000408  x   0.99996948  =   0.99997356
 BH2632!UTM  16      -   1.00000408  x   1.00017760  =   1.00018168
 BH2632
 BH2632:                Primary Azimuth Mark                     Grid Az
 BH2632:SPC LA S     -  GRAND PASS OYSTER BAY LIGHT              067 44 59.4
 BH2632:SPC MS E     -  GRAND PASS OYSTER BAY LIGHT              069 00 02.2
 BH2632:UTM  16      -  GRAND PASS OYSTER BAY LIGHT              069 55 15.9
 BH2632
 BH2632|---------------------------------------------------------------------|
 BH2632| PID    Reference Object                     Distance      Geod. Az  |
 BH2632|                                                           dddmmss.s |
 BH2632| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 0.9 KM 0684737.0 |
 BH2632| DD8849 GRAND PASS 3 RM 1                    16.186 METERS 14301     |
 BH2632| DD8848 GRAND PASS 3 AZ MK                                 2361749.8 |
 BH2632| DD8850 GRAND PASS 3 RM 2                    20.915 METERS 25721     |
 BH2632|---------------------------------------------------------------------|
 BH2632
 BH2632                          SUPERSEDED SURVEY CONTROL
 BH2632
 BH2632  NAD 83(1992)-  30 07 17.27817(N)    089 14 44.90392(W) AD(       ) 2
 BH2632  NAD 83(1986)-  30 07 17.27848(N)    089 14 44.90404(W) AD(       ) 2
 BH2632  NAD 27      -  30 07 16.55823(N)    089 14 44.75511(W) AD(       ) 2
 BH2632  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 BH2632
 BH2632.Superseded values are not recommended for survey control.
 BH2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2632.See file dsdata.txt to determine how the superseded data were derived.
 BH2632
 BH2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8363334373(NAD 83)
 BH2632_MARKER: DS = TRIANGULATION STATION DISK
 BH2632_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2632+WITH SETTING: INFORMATION.
 BH2632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2632
 BH2632  HISTORY     - Date     Condition        Report By
 BH2632  HISTORY     - 1966     MONUMENTED       CGS
 BH2632  HISTORY     - 1969     GOOD             CGS
 BH2632  HISTORY     - 1969     GOOD             CGS
 BH2632  HISTORY     - 1971     GOOD             NGS
 BH2632
 BH2632                          STATION DESCRIPTION
 BH2632
 BH2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2632'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTH OF PASS CHRISTIAN
 BH2632'MISSISSIPPI, ALONG THE SOUTHEAST SHORELINE OF MISSISSIPPI SOUND, AT
 BH2632'THE NORTHERN POINT OF MARSHLAND IMMEDIATELY SOUTHWEST OF GRAND
 BH2632'PASS.
 BH2632'
 BH2632'THE STATION IS A STANDARD DISK STAMPED GRAND PASS 3 1966, CRIMPED TO
 BH2632'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG. IT IS
 BH2632'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 24 INCHES. IT IS
 BH2632'ABOUT 300 YARDS SOUTH OF THE NORTHERN TIP OF LAND, 300 FEET WEST
 BH2632'OF THE EAST SHORELINE, 275 FEET SOUTHEAST OF THE NORTHWEST
 BH2632'SHORELINE, AND 8 FEET SOUTH OF A METAL WITNESS POST.
 BH2632'
 BH2632'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GRAND PASS 3 NO 1
 BH2632'1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 BH2632'FEET LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS
 BH2632'27 INCHES. IT IS 59 FEET SOUTHEAST OF THE METAL WITNESS POST.
 BH2632'
 BH2632'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GRAND PASS 3 NO 2
 BH2632'1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 BH2632'FEET LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS
 BH2632'27 INCHES. IT IS 72 FEET SOUTHWEST OF THE METAL WITNESS POST.
 BH2632'
 BH2632'THE AZIMUTH MARK IS LOCATED ALONG THE WEST SHORE OF LAND. THE DISK
 BH2632'IS STAMPED GRAND PASS 3 1966, CRIMPED TO THE TOP OF A 5/8 INCH
 BH2632'COPPER WELD GROUND ROD 32 FEET LONG. IT IS ENCASED IN A 4 INCH
 BH2632'ORANGEBURG PIPE WHICH PROJECTS 20 INCHES. IT IS 200 FEET EAST OF
 BH2632'THE MOUTH OF A CANAL, 100 FEET NORTHEAST OF THE NORTH SHORELINE OF
 BH2632'THE CANAL, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 BH2632'
 BH2632'NOTE--THIS STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 BH2632
 BH2632                          STATION RECOVERY (1969)
 BH2632
 BH2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2632'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD
 BH2632'CONDITION AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS
 BH2632'NEARBY IN GOOD CONDITION.
 BH2632
 BH2632                          STATION RECOVERY (1969)
 BH2632
 BH2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2632'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BH2632'FOUND IN GOOD CONDITION.  THE 1966 DESCRIPTION BY R. C. HATFIELD
 BH2632'IS CONSIDERED ADEQUATE FOR FUTURE RECOVERY.
 BH2632'
 BH2632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2632'13-1/2 MILES SOUTH OF PASS CHRISTIAN, MISSISSIPPI.
 BH2632
 BH2632                          STATION RECOVERY (1971)
 BH2632
 BH2632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2632'STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN
 BH2632'GOOD CONDITION.  DESCRIPTION BY R.C. HATFIELD IN 1966 IS ADEQUATE
 BH2632'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2631 ***********************************************************************
 BH2631  DESIGNATION -  GRAND PASS OYSTER BAY LIGHT
 BH2631  PID         -  BH2631
 BH2631  STATE/COUNTY-  LA/ST BERNARD
 BH2631  USGS QUAD   -  DOOR POINT (1994)
 BH2631
 BH2631                         *CURRENT SURVEY CONTROL
 BH2631  ___________________________________________________________________
 BH2631* NAD 83(1992)-  30 07 27.91003(N)    089 14 13.35035(W)     ADJUSTED  
 BH2631* NAVD 88     -                                                        
 BH2631  ___________________________________________________________________
 BH2631  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BH2631  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BH2631
 BH2631  HORZ ORDER  -  THIRD
 BH2631
 BH2631.The horizontal coordinates were established by classical geodetic methods
 BH2631.and adjusted by the National Geodetic Survey in May 1994..
 BH2631
 BH2631
 BH2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2631
 BH2631.The geoid height was determined by GEOID03.
 BH2631
 BH2631;                    North         East     Units Scale Factor Converg.
 BH2631;SPC LA S     -   181,905.342 1,201,984.791   MT  0.99992806   +1 02 53.4
 BH2631;SPC LA S     -   596,801.11  3,943,511.77   sFT  0.99992806   +1 02 53.4
 BH2631;SPC MS E     -    69,281.776   261,098.141   MT  0.99996866   -0 12 09.4
 BH2631;SPC MS E     -   227,301.96    856,619.48   sFT  0.99996866   -0 12 09.4
 BH2631;UTM  16      - 3,334,684.381   284,484.777   MT  1.00017306   -1 07 23.4
 BH2631
 BH2631                          SUPERSEDED SURVEY CONTROL
 BH2631
 BH2631  NAD 83(1992)-  30 07 27.92259(N)    089 14 13.34229(W) AD(       ) 4
 BH2631  NAD 83(1986)-  30 07 27.92287(N)    089 14 13.34255(W) AD(       ) 4
 BH2631  NAD 27      -  30 07 27.20316(N)    089 14 13.19297(W) AD(       ) 3
 BH2631
 BH2631.Superseded values are not recommended for survey control.
 BH2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2631.See file dsdata.txt to determine how the superseded data were derived.
 BH2631
 BH2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8448534684(NAD 83)
 BH2631_MARKER: 14 = NAVIGATION LIGHT
 BH2631
 BH2631  HISTORY     - Date     Condition        Report By
 BH2631  HISTORY     - 1934     FIRST OBSERVED   CGS
 BH2631  HISTORY     - 1952     GOOD             CGS
 BH2631
 BH2631                          STATION DESCRIPTION
 BH2631
 BH2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 BH2631'STATION IS ON N SIDE OF OYSTER SHELL REEF. ON ENTRANCE TO GRAND PASS
 BH2631'FROM MISSISSIPPI SOUND. LIGHT ON WHITE TRIANGULAR PYRAMIDAL SLATTED
 BH2631'STRUCTURE ON PILES.
 BH2631'
 BH2631'AN INTERSECTION STATION.
 BH2631
 BH2631                          STATION RECOVERY (1952)
 BH2631
 BH2631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2631'THIS LIGHT IS A WHITE TRIANGULAR SLATTED STRUCTURE ON PILES AND IS
 BH2631'30 FT. HIGH.
 BH2631'
 BH2631'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2637 ***********************************************************************
 BH2637  DESIGNATION -  GRAND PASS RAD STA KKP 261 MST
 BH2637  PID         -  BH2637
 BH2637  STATE/COUNTY-  LA/ST BERNARD
 BH2637  USGS QUAD   -  ISLE AU PITRE (1994)
 BH2637
 BH2637                         *CURRENT SURVEY CONTROL
 BH2637  ___________________________________________________________________
 BH2637* NAD 83(1992)-  30 07 31.10856(N)    089 13 20.19301(W)     ADJUSTED  
 BH2637* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2637  ___________________________________________________________________
 BH2637  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BH2637  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BH2637
 BH2637  HORZ ORDER  -  SECOND
 BH2637
 BH2637.The horizontal coordinates were established by classical geodetic methods
 BH2637.and adjusted by the National Geodetic Survey in May 1994..
 BH2637
 BH2637.The orthometric height was scaled from a topographic map.
 BH2637
 BH2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2637
 BH2637.The geoid height was determined by GEOID03.
 BH2637
 BH2637;                    North         East     Units Scale Factor Converg.
 BH2637;SPC LA S     -   182,029.930 1,203,405.563   MT  0.99992809   +1 03 20.0
 BH2637;SPC LA S     -   597,209.86  3,948,173.08   sFT  0.99992809   +1 03 20.0
 BH2637;SPC MS E     -    69,375.325   262,521.352   MT  0.99996732   -0 11 42.8
 BH2637;SPC MS E     -   227,608.88    861,288.80   sFT  0.99996732   -0 11 42.8
 BH2637;UTM  16      - 3,334,755.066   285,909.593   MT  1.00016551   -1 06 56.8
 BH2637
 BH2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2637!SPC LA S     -   1.00000423  x   0.99992809  =   0.99993232
 BH2637!SPC MS E     -   1.00000423  x   0.99996732  =   0.99997155
 BH2637!UTM  16      -   1.00000423  x   1.00016551  =   1.00016974
 BH2637
 BH2637                          SUPERSEDED SURVEY CONTROL
 BH2637
 BH2637  NAD 83(1992)-  30 07 31.12135(N)    089 13 20.18430(W) AD(       ) 2
 BH2637  NAD 83(1986)-  30 07 31.12164(N)    089 13 20.18445(W) AD(       ) 2
 BH2637  NAD 27      -  30 07 30.40052(N)    089 13 20.03913(W) AD(       ) 2
 BH2637
 BH2637.Superseded values are not recommended for survey control.
 BH2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2637.See file dsdata.txt to determine how the superseded data were derived.
 BH2637
 BH2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8591034755(NAD 83)
 BH2637_MARKER: 42 = RADIO/TV MAST
 BH2637
 BH2637  HISTORY     - Date     Condition        Report By
 BH2637  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2637
 BH2637                          STATION DESCRIPTION
 BH2637
 BH2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2637'STATION IS THE RED LIGHT AT THE CENTER OF THE TOP OF THE MAST.
 BH2637'LOCATED AT THE SITE OF THE LOUISIANA FISH AND WILDLIFE COMMISSION
 BH2637'STATION ON THE EAST BANK OF BAYOU PIERRE, ABOUT 1 MILE NORTHEAST
 BH2637'OF GRAND PASS, 1/2 MILE SOUTH OF CREOLE GAP AND 10-1/2 MILES EAST
 BH2637'OF GRAND ISLAND. IT IS A SLENDER GUYED STEEL MAST PAINTED IN
 BH2637'ALTERNATE SECTIONS OF RED AND WHITE WITH A RED LIGHT AT THE TOP.
 BH2637'THE OVERALL HEIGHT IS ABOUT 175 FEET.
 BH2637'
 BH2637'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CREOLE THE
 BH2637'DISTANCE BEING 144.60 FEET OR 44.073 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4412 ***********************************************************************
 BJ4412  DESIGNATION -  GRAND POINT UNITED GAS MAST
 BJ4412  PID         -  BJ4412
 BJ4412  STATE/COUNTY-  LA/ST JAMES
 BJ4412  USGS QUAD   -  LUTCHER (1994)
 BJ4412
 BJ4412                         *CURRENT SURVEY CONTROL
 BJ4412  ___________________________________________________________________
 BJ4412* NAD 83(1992)-  30 02 35.94315(N)    090 44 43.72730(W)     ADJUSTED  
 BJ4412* NAVD 88     -                                                        
 BJ4412  **This station is located in a subsidence area (see below).
 BJ4412  ___________________________________________________________________
 BJ4412  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4412  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BJ4412
 BJ4412  HORZ ORDER  -  THIRD
 BJ4412
 BJ4412.The horizontal coordinates were established by classical geodetic methods
 BJ4412.and adjusted by the National Geodetic Survey in January 1993..
 BJ4412
 BJ4412 ** The orthometric height has not been validated since last determined
 BJ4412 ** by differential leveling and should not be used for control purposes.
 BJ4412 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4412 ** area with valid NAVD 88 orthometric heights.
 BJ4412 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4412 ** epoch indicated which incorporates improved geoid heights for the
 BJ4412 ** Southern Louisiana Subsidence area.
 BJ4412 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4412
 BJ4412.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4412
 BJ4412.The geoid height was determined by GEOID03.
 BJ4412
 BJ4412;                    North         East     Units Scale Factor Converg.
 BJ4412;SPC LA S     -   171,213.343 1,056,690.707   MT  0.99992602   +0 17 38.2
 BJ4412;SPC LA S     -   561,722.44  3,466,826.09   sFT  0.99992602   +0 17 38.2
 BJ4412;UTM  15      - 3,325,727.181   717,376.938   MT  1.00018302   +1 07 45.0
 BJ4412
 BJ4412                          SUPERSEDED SURVEY CONTROL
 BJ4412
 BJ4412  NAD 83(1986)-  30 02 35.96022(N)    090 44 43.72900(W) AD(       ) 4
 BJ4412  NAD 27      -  30 02 35.23410(N)    090 44 43.39771(W) AD(       ) 3
 BJ4412
 BJ4412.Superseded values are not recommended for survey control.
 BJ4412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4412.See file dsdata.txt to determine how the superseded data were derived.
 BJ4412
 BJ4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1737725727(NAD 83)
 BJ4412
 BJ4412  HISTORY     - Date     Condition        Report By
 BJ4412  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4412
 BJ4412                          STATION DESCRIPTION
 BJ4412
 BJ4412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4412'1.6 MILES NORTH OF STATE HIGHWAY 44 AND 1.4 MILES SOUTH-SOUTHEAST OF
 BJ4412'GRAND POINT.  IT IS OWNED BY THE UNITED GAS PIPELINE CORPORATION.
 BJ4412'
 BJ4412'IT IS A TRIANGULAR CROSS SECTION STEEL STRUCTURE, GUYED, PAINTED
 BJ4412'ALTERNATELY RED AND WHITE BY SECTION WITH TWO ANTENNAE ATTACHED.
 BJ4412'THE OVERALL HEIGHT IS 270 FEET.
 BJ4412'
 BJ4412'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2640 ***********************************************************************
 BK2640  DESIGNATION -  GRAND PRAIRIE
 BK2640  PID         -  BK2640
 BK2640  STATE/COUNTY-  LA/ST LANDRY
 BK2640  USGS QUAD   -  TATE COVE (1992)
 BK2640
 BK2640                         *CURRENT SURVEY CONTROL
 BK2640  ___________________________________________________________________
 BK2640* NAD 83(1992)-  30 41 06.99323(N)    092 08 50.48785(W)     ADJUSTED  
 BK2640* NAVD 88     -        18.4    (meters)      60.     (feet)  VERTCON   
 BK2640  ___________________________________________________________________
 BK2640  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2640  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2640
 BK2640  HORZ ORDER  -  FIRST
 BK2640
 BK2640.The horizontal coordinates were established by classical geodetic methods
 BK2640.and adjusted by the National Geodetic Survey in January 1993..
 BK2640
 BK2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2640
 BK2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2640
 BK2640.The geoid height was determined by GEOID03.
 BK2640
 BK2640;                    North         East     Units Scale Factor Converg.
 BK2640;SPC LA S     -   242,508.091   922,003.945   MT  0.99999690   -0 24 25.3
 BK2640;SPC LA S     -   795,628.63  3,024,941.28   sFT  0.99999690   -0 24 25.3
 BK2640;UTM  15      - 3,395,033.560   581,665.956   MT  0.99968227   +0 26 06.5
 BK2640
 BK2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2640!SPC LA S     -   1.00000139  x   0.99999690  =   0.99999829
 BK2640!UTM  15      -   1.00000139  x   0.99968227  =   0.99968366
 BK2640
 BK2640:                Primary Azimuth Mark                     Grid Az
 BK2640:SPC LA S     -  GRAND PRAIRIE AZ MK                      087 13 42.2
 BK2640:UTM  15      -  GRAND PRAIRIE AZ MK                      086 23 10.4
 BK2640
 BK2640|---------------------------------------------------------------------|
 BK2640| PID    Reference Object                     Distance      Geod. Az  |
 BK2640|                                                           dddmmss.s |
 BK2640| CW1429 GRAND PRAIRIE AZ MK                                0864916.9 |
 BK2640| BK2628 WASHINGTON MUNICIPAL TANK           APPROX.11.7 KM 1324328.1 |
 BK2640| BK2634 ST LANDRY PARISH CTHSE CUP          APPROX.17.9 KM 1595229.1 |
 BK2640| BK2635 OPELOUSAS MUN TANK                  APPROX.17.9 KM 1600100.7 |
 BK2640| BK2637 OPELOUSAS PRODUCT CO TANK           APPROX.17.1 KM 1601124.2 |
 BK2640| CW1430 GRAND PRAIRIE RM 1                   49.862 METERS 23948     |
 BK2640| BK2643 VILLE PLATTE WATER TANK             APPROX.12.2 KM 2704314.7 |
 BK2640| BK2647 VILLE PLATTE RAD STA KVPI MAST      APPROX.15.9 KM 2733024.7 |
 BK2640| CW1431 GRAND PRAIRIE RM 2                   44.803 METERS 28932     |
 BK2640|---------------------------------------------------------------------|
 BK2640
 BK2640                          SUPERSEDED SURVEY CONTROL
 BK2640
 BK2640  NAD 83(1986)-  30 41 07.01303(N)    092 08 50.48205(W) AD(       ) 1
 BK2640  NAD 27      -  30 41 06.31100(N)    092 08 50.04900(W) AD(       ) 1
 BK2640  NGVD 29 (07/19/86)   18.4    (m)           60.     (f) VERT ANG       
 BK2640
 BK2640.Superseded values are not recommended for survey control.
 BK2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2640.See file dsdata.txt to determine how the superseded data were derived.
 BK2640
 BK2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8166695034(NAD 83)
 BK2640_MARKER: DS = TRIANGULATION STATION DISK
 BK2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2640
 BK2640  HISTORY     - Date     Condition        Report By
 BK2640  HISTORY     - 1935     MONUMENTED       CGS
 BK2640  HISTORY     - 1936     GOOD             LAGS
 BK2640  HISTORY     - 1972     GOOD             NGS
 BK2640
 BK2640                          STATION DESCRIPTION
 BK2640
 BK2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2640'ABOUT 11 MILES N BY W OF OPELOUSAS, 7-1/2 MILES E OF VILLE
 BK2640'PLATTE, IN THE SETTLEMENT OF GRAND PRAIRIE, DIRECTLY E OF AND
 BK2640'ACROSS THE ROAD FROM THE GRAND PRAIRIE SCHOOL, JUST SE OF THE
 BK2640'T-INTERSECTION OF GRAVEL ROADS, 100 FEET E OF THE N-S GRAVEL
 BK2640'ROAD, 35 FEET S OF THE GRAVEL ROAD LEADING E, AT THE NE CORNER
 BK2640'OF THE BARN LOT ON THE FARM BELONGING TO THE SCHOOL, 37.3 FEET
 BK2640'N OF THE NE CORNER OF THE RED BARN, 31 FEET W OF THE FEED PIPE
 BK2640'OF THE LOW WOODEN WATER TANK, 16.5 FEET W OF THE FENCE LINE AT
 BK2640'THE E SIDE OF THE BARN LOT, AND 15.9 FEET S OF THE FENCE LINE
 BK2640'AT THE N SIDE OF THE BARN LOT.
 BK2640'
 BK2640'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 BK2640'THE MARK IS SET FLUSH WITH
 BK2640'THE SURFACE OF THE GROUND.
 BK2640'
 BK2640'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK IN CONCRETE,
 BK2640'PROJECTS 2 INCHES AND IS 1 FOOT E OF THE
 BK2640'FENCE LINE IN FRONT OF THE SCHOOL, 36 FEET W OF THE CENTER LINE
 BK2640'OF THE N-S DIRT ROAD, AND 163.59 FEET (49.86 METERS) FROM THE
 BK2640'STATION S 59 DEG 48 MIN W.
 BK2640'
 BK2640'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK2640'SET FLUSH WITH THE SURFACE OF THE
 BK2640'GROUND IS 1 FOOT S OF THE FENCE CORNER WHERE THE FENCE TURNS
 BK2640'W AROUND THE DRIVE IN FRONT OF THE SCHOOL, 18 FEET W OF THE
 BK2640'CENTER LINE OF THE NS DIRT ROAD, 131.39 FEET (40.05 METERS)
 BK2640'FROM REFERENCE MARK NO. 1, AND 146.99 FEET (44.80 METERS) FROM
 BK2640'THE STATION N 70 DEG 29 MIN W.
 BK2640'
 BK2640'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK2640'PROJECTS 3 INCHES AND IS DIRECTLY N OF
 BK2640'AND ACROSS THE ROAD FROM AN UNPAINTED HOUSE, 24 FEET N OF THE
 BK2640'CENTER LINE OF THE GRAVEL ROAD WHICH RUNS E PAST THE STATION, 1
 BK2640'FOOT S OF THE N RIGHT-OF-WAY FENCE LINE, AND APPROXIMATELY 0.35
 BK2640'MILE FROM THE STATION N 86 DEG 49 MIN E.
 BK2640
 BK2640                          STATION RECOVERY (1936)
 BK2640
 BK2640'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2640'STATION RECOVERED AS DESCRIBED.
 BK2640
 BK2640                          STATION RECOVERY (1972)
 BK2640
 BK2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BK2640'THE STATION WAS VISITED BUT NOT OCCUPIED AT THIS DATE.  THE
 BK2640'STATION AND ALL THE MARKS WERE FOUND IN GOOD CONDITION.  THE
 BK2640'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY BRUSH ALONG THE
 BK2640'FENCE LINES.  THE RED BARN AND THE LOW WOODEN TANK HAS BEEN TORN
 BK2640'DOWN, HOWEVER THE PIPE FOR THE CENTER OF THE WATER TANK IS
 BK2640'STILL EVIDENT AND THE STATION IS EAST OF THIS PIPE RATHER THAN
 BK2640'WEST AS STATED IN THE ORIGINAL DESCRIPTION.  THIS AREA IS NOW A
 BK2640'FIELD.  A NEW DESCRIPTION FOLLOWS--
 BK2640'
 BK2640'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHWEST OF
 BK2640'OPELOUSAS, 7.5 MILES EAST OF VILLE PLATTE, IN THE SETTLEMENT
 BK2640'OF GRAND PRAIRIA, EAST AND ACROSS THE ROAD FROM THE GRAND
 BK2640'PRAIRIE SCHOOL IN THE SOUTHEAST ANGLE OF A CROSS ROADS.  IT IS
 BK2640'112 FEET EAST OF THE CENTER OF STATE HIGHWAY 367, 43 FEET SOUTH
 BK2640'OF A PAVED STREET LEADING EAST TO THE AZIMUTH MARK, 58.5 FEET
 BK2640'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HIGH
 BK2640'SCHOOL, 81 FEET EAST-SOUTHEAST OF A 3-FOOT OAK TREE, 43 FEET
 BK2640'EAST OF A 5 FOOT SQUARE BLOCK OF CONCRETE 8 INCHES THICK WITH
 BK2640'A 6-INCH IRON PIPE IN ITS CENTER CUT FLUSH WITH THE
 BK2640'CONCRETE.  IT IS A TRIANGULAT ON STATION DISK STAMPED GRAND
 BK2640'PRAIRIE 1935.
 BK2640'
 BK2640'REFERENCE MARK NO. 1 IS 163.59 FEET SOUTHWEST OF THE STATION.
 BK2640'IT IS 39 FEET WEST OF THE CENTER OF STATE HIGHWAY 367, 1 FOOT
 BK2640'NORTHEAST OF A FENCE LINE, 24.4 FEET NORTHEAST OF A 2-FOOT OAK
 BK2640'TREE, 20 FEET NORTHWEST OF A FENCE CORNER, 26 FEET NORTHWEST
 BK2640'OF A POWER POLE.  IT IS A REFERENCE MARK DISK, STAMPED GRAND
 BK2640'PRAIRIE NO 1 1935, FLUSH WITH THE GROUND.
 BK2640'
 BK2640'REFERENCE MARK NO. 2 19 146.99 FEET WEST-NORTHWEST OF THE
 BK2640'STATION.  IT IS 13.5 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 BK2640'TO THE SCHOOL, 42 FEET SOUTH OF THE 2-FOOT OAK TREE, 23 FEET
 BK2640'WEST OF THE CENTER OF STATE HIGHWAY 367, 7 FEET NORTH OF THE
 BK2640'PROJECTED CENTERLINE OF THE ROAD LEADING EAST 3 FEET SOUTH OF
 BK2640'A FENCE CORNER WHERE FENCE MAKES A TURN TO THE WEST, 5 FEET
 BK2640'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE SCHOOL,
 BK2640'25 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 BK2640'CATTLEGUARD.  IT IS A REFERENCE MARK DISK STAMPED GRAND PRAIRIE
 BK2640'NO 2 1935.  FLUSH WITH THE GROUND.
 BK2640'
 BK2640'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, NORTH AND
 BK2640'ACROSS THE ROAD FROM AN UNPAINTED HOUSE, 26 FEET NORTH OF THE
 BK2640'CENTER OF THE ROAD 9 FEET EAST OF THE PROJECTED CENTERLINE OF
 BK2640'THE DRIVEWAY TO THE HOUSE, 1 FOOT SOUTH OF A FENCE LINE, 77
 BK2640'FEET NORTHWEST OF A TELEPHONE POLE, 75 PACES WEST OF A LONE PINE
 BK2640'TREE 3 FEET IN DIAMETER AND 1 FOOT NORTH OF A METAL WITNESS
 BK2640'POST.  IT IS AN REFERENCE MARK DISK STAMPED GRAND PRAIRIE 1935
 BK2640'PROJECTING 1 INCH.
 BK2640'
 BK2640'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10
 BK2640'AND 103 IN WASHINGTON, GO WEST ON STATE HIGHWAY 103 FOR 6.85
 BK2640'MILES TO THE JUNCTION WITH STATE HIGHWAY 363, CONTINUE WEST ON
 BK2640'STATE HIGHWAY 363 FOR 1.1 MILES TO THE GRAND PRAIRIE SCHOOL
 BK2640'ON THE LEFT AND THE STATION ON THE RIGHT.
 BK2640'
 BK2640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES E
 BK2640'OF VILLE PLATTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2829 ***********************************************************************
 BX2829  DESIGNATION -  GRANDE
 BX2829  PID         -  BX2829
 BX2829  STATE/COUNTY-  LA/NATCHITOCHES
 BX2829  USGS QUAD   -  PROVENCAL (1992)
 BX2829
 BX2829                         *CURRENT SURVEY CONTROL
 BX2829  ___________________________________________________________________
 BX2829* NAD 83(1992)-  31 37 51.73000(N)    093 07 53.40853(W)     ADJUSTED  
 BX2829* NAVD 88     -        67.12   (+/-2cm)     220.2    (feet)  VERTCON   
 BX2829  ___________________________________________________________________
 BX2829  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BX2829  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2829
 BX2829  HORZ ORDER  -  FIRST
 BX2829  VERT ORDER  -  THIRD ? (See Below)
 BX2829
 BX2829.The horizontal coordinates were established by classical geodetic methods
 BX2829.and adjusted by the National Geodetic Survey in January 1993..
 BX2829
 BX2829.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2829.The vertical order pertains to the NGVD 29 superseded value.
 BX2829
 BX2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2829
 BX2829.The geoid height was determined by GEOID03.
 BX2829
 BX2829;                    North         East     Units Scale Factor Converg.
 BX2829;SPC LA N     -   125,578.281   940,094.338   MT  0.99992718   -0 20 02.0
 BX2829;SPC LA N     -   412,001.41  3,084,292.84   sFT  0.99992718   -0 20 02.0
 BX2829;UTM  15      - 3,499,547.524   487,529.411   MT  0.99960192   -0 04 08.3
 BX2829
 BX2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2829!SPC LA N     -   0.99999357  x   0.99992718  =   0.99992075
 BX2829!UTM  15      -   0.99999357  x   0.99960192  =   0.99959549
 BX2829
 BX2829:                Primary Azimuth Mark                     Grid Az
 BX2829:SPC LA N     -  NATCHITOCHES ST NORMAL COLL TK           014 10 47.0
 BX2829:UTM  15      -  NATCHITOCHES ST NORMAL COLL TK           013 54 53.3
 BX2829
 BX2829|---------------------------------------------------------------------|
 BX2829| PID    Reference Object                     Distance      Geod. Az  |
 BX2829|                                                           dddmmss.s |
 BX2829| BX2794 NATCHITOCHES ST NORMAL COLL TK      APPROX.13.6 KM 0135045.0 |
 BX2829| BX2812 NATCHITOCHES ST NORM COLL STK       APPROX.13.7 KM 0151414.1 |
 BX2829| BX2810 NATCHITOCHES AM COMPRESS CO TK      APPROX.13.5 KM 0174803.2 |
 BX2829| CV7647 GRANDE RM 1                          54.428 METERS 04816     |
 BX2829| CV7648 GRANDE RM 2                          86.755 METERS 11030     |
 BX2829| CV7646 GRANDE AZ MK                                       1114223.8 |
 BX2829| CV7649 GRANDE RM 3                          19.175 METERS 23813     |
 BX2829| CV7650 GRANDE RM 4                          14.285 METERS 34216     |
 BX2829|---------------------------------------------------------------------|
 BX2829
 BX2829                          SUPERSEDED SURVEY CONTROL
 BX2829
 BX2829  NAD 83(1986)-  31 37 51.74704(N)    093 07 53.39996(W) AD(       ) 1
 BX2829  NAD 27      -  31 37 51.14700(N)    093 07 52.79900(W) AD(       ) 1
 BX2829  NGVD 29 (07/19/86)   67.17   (m)          220.4    (f) LEVELING    3  
 BX2829
 BX2829.Superseded values are not recommended for survey control.
 BX2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2829.See file dsdata.txt to determine how the superseded data were derived.
 BX2829
 BX2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8752999548(NAD 83)
 BX2829_MARKER: DS = TRIANGULATION STATION DISK
 BX2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2829
 BX2829  HISTORY     - Date     Condition        Report By
 BX2829  HISTORY     - 1941     MONUMENTED       CGS
 BX2829  HISTORY     - 1963     GOOD             CGS
 BX2829  HISTORY     - 1969     GOOD             CGS
 BX2829  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2829
 BX2829                          STATION DESCRIPTION
 BX2829
 BX2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2829'STATION IS ABOUT 2-1/4 MILES W OF THE TOWN OF FLORA, IN THE
 BX2829'SW 1/4 OF SECTION 31, T 8 N, R 7 W, ON THE S SIDE AND ADJACENT TO
 BX2829'STATE HIGHWAY 75, 157 FEET SW OF THE CENTER OF STATE HIGHWAY
 BX2829'75, 15 FEET E OF A 12-INCH PINE TREE, 10-1/2 FEET W OF A
 BX2829'12-INCH PINE TREE, AND 6-1/2 FEET E OF A WHITE REFERENCE POST.
 BX2829'IT IS STAMPED GRANDE 1941 AND PROJECTS 6 INCHES.
 BX2829'
 BX2829'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2829'BRONZE DISKS SET IN CONCRETE.
 BX2829'
 BX2829'REFERENCE MARK NO. 1 IS 22 FEET NE OF THE CENTER OF STATE
 BX2829'HIGHWAY 75, IS STAMPED GRANDE NO. 1 1941 AND PROJECTS 8 INCHES.
 BX2829'
 BX2829'REFERENCE MARK NO. 2 IS 25 FEET NE OF THE CENTER OF STATE
 BX2829'HIGHWAY 75, IS STAMPED GRANDE NO. 2 1941 AND PROJECTS 6 INCHES.
 BX2829'
 BX2829'THE AZIMUTH MARK IS ABOUT 0.9 MILE E OF THE STATION ON THE S
 BX2829'SIDE AND ADJACENT TO STATE HIGHWAY 75, 58 FEET W OF A NEGRO
 BX2829'SHACK, 35 FEET S OF THE CENTER OF THE HIGHWAY, 26 FEET E OF
 BX2829'A NEGRO SHACK AND 5-1/2 FEET E OF A WHITE REFERENCE POST.
 BX2829'IT IS STAMPED GRANDE 1941 AND PROJECTS 8 INCHES.
 BX2829'
 BX2829'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BX2829
 BX2829                          STATION RECOVERY (1963)
 BX2829
 BX2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BX2829'THE STATION WAS VISITED 10-3-63 AND THE STATION, REFERENCE
 BX2829'MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BX2829'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 BX2829'MARK WERE REQUESTED TO BE MOVED AT THIS DATE, THIS WAS DONE
 BX2829'BY ESTABLISHING REFERENCE MARK NO. 3 AND 4 TO REPLACE NO. 1
 BX2829'AND NO 2 WHICH WERE DESTROYED AT THIS DATE.  THE AZIMUTH
 BX2829'MARK IS 0.9 MILE FROM THE STATION AND IS OBSTRUCTED FROM THE
 BX2829'GROUND AT THE STATION BY DENSE WOODS WHICH COULD NOT BE CUT AT
 BX2829'THIS DATE.  THE MARK WILL BE GUARDED AND WORKED AROUND DURING
 BX2829'THE ROAD CONSTRUCTION SINCE IT CANNOT BE MOVED.  A NEW
 BX2829'DESCRIPTION FOLLOWS--
 BX2829'
 BX2829'THE STATION IS LOCATED 4.75 MILES EAST-SOUTHEAST OF PROVENCAL
 BX2829'AND ABOUT 2.25 MILE WEST-NORTHWEST OF FLORA, ON STATE HIGHWAY
 BX2829'120 AND IN THE SOUTHWEST QUARTER OF SECTION 31, T 8 N, R 7 W.
 BX2829'IT IS 157 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 BX2829'120, ON THE TOP OF THE HIGHEST HILL IN THE VICINITY, WHICH
 BX2829'IS BOUNDED ON THE SOUTHEAST BY A WOODS ROAD, ON THE SOUTHWEST
 BX2829'SIDE BY AN OLD ABONDANDED HIGHWAY, AND ON THE NORTH AND
 BX2829'NORTHEAST SIDES BY THE PRESENT STATE HIGHWAY 120.  IT IS 2
 BX2829'FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BX2829'STAMPED GRANDE 1941, PROJECTING 8 INCHES.
 BX2829'
 BX2829'REFERENCE MARK NO. 3 IS 62.87 FEET WEST-SOUTHWEST OF THE
 BX2829'STATION ON THE SOUTHWEST SLOPE OF THE HILL, 220 FEET SOUTHWEST
 BX2829'OF THE CENTER OF THE HIGHWAY, ABOUT 5 FEET LOWER THAN THE
 BX2829'STATION AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS
 BX2829'A STANDARD DISK, STAMPED GRANDE NO 3 1941, PROJECTING 4
 BX2829'INCHES.
 BX2829'
 BX2829'REFERENCE MARK NO. 4 IS 46.87 FEET NORTH OF THE STATION, ON
 BX2829'THE NORTHWEST SLOPE OF THE HILL AND 3 FEET LOWER THAN THE
 BX2829'STATION.  IT IS A STANDARD DISK, STAMPED GRANDE NO 4 1941,
 BX2829'PROJECTING 2 INCHES.
 BX2829'
 BX2829'THE AZIMUTH MARK IS 0.9 MILE EAST OF THE STATION, 38 FEET
 BX2829'SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET NORTHWEST OF A
 BX2829'2-FOOT LONE OAK TREE, AND 1 FOOT SOUTH OF A METAL WITNESS
 BX2829'POST, AT THE WEST SIDE OF A SMALL OPENING IN THE WOODS, SOUTH
 BX2829'AND ACROSS THE ROAD FROM SOME OLD BUILDINGS, A STANDARD DISK,
 BX2829'STAMPED GRANDE 1941, PROJECTING 6 INCHES.
 BX2829'
 BX2829'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 BX2829'117, AND 120 AT PROVENCAL, GO EAST ON STATE HIGHWAY 120 FOR
 BX2829'4.65 MILES TO THE STATION ON THE RIGHT, ON THE TOP OF A HILL
 BX2829'AT THE INSIDE OF A CURVE IN THE HIGHWAY.  TO REACH THE AZIMUTH
 BX2829'MARK CONTINUE EAST ON THE HIGHWAY FOR 0.9 MILE TO THE AZIMUTH
 BX2829'MARK ON THE RIGHT, ACROSS THE HIGHWAY FROM THE OLD HOUSE
 BX2829'AND BARN ON THE NORTH SIDE OF THE HIGHWAY.
 BX2829
 BX2829                          STATION RECOVERY (1969)
 BX2829
 BX2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2829'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND THE
 BX2829'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 BX2829'NEW DESCRIPTION FOLLOWS.
 BX2829'
 BX2829'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF FLORA, 8-1/4 MILES
 BX2829'SOUTH SOUTHWEST OF NATCHITOCHES AND 4-1/4 MILES SOUTHEAST OF
 BX2829'PROVENCAL.
 BX2829'
 BX2829'TO REACH THE STATION FROM THE POST OFFICE IN FLORA, GO NORTHWEST ON
 BX2829'STATE HIGHWAY 120 FOR 1.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BX2829'CONTINUE AHEAD ON STATE HIGHWAY 120 FOR 0.95 MILE TO THE STATION ON
 BX2829'THE LEFT.
 BX2829'
 BX2829'THE STATION IS A STANDARD DISK, STAMPED GRANDE 1941, SET IN THE TOP
 BX2829'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT IS
 BX2829'158 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 120, 2 FEET
 BX2829'WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 14 FEET EAST
 BX2829'OF A 14 INCH PINE TREE.
 BX2829'
 BX2829'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GRANDE NO 3 1941, SET
 BX2829'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 BX2829'INCHES.  IT IS 1.3 FEET WEST OF A METAL WITNESS POST WITH A SIGN
 BX2829'ATTACHED, 16 FEET WEST NORTHWEST OF A 12 INCH PINE TREE AND 18.3
 BX2829'FEET EAST NORTHEAST OF AN 18 INCH PINE TREE.
 BX2829'
 BX2829'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED GRANDE NO 4 1941, SET
 BX2829'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 BX2829'INCHES.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH A
 BX2829'SIGN ATTACHED AND 12 FEET WEST OF A 16 INCH PINE TREE.
 BX2829'
 BX2829'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRANDE 1941, SET IN THE
 BX2829'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 BX2829'IT IS 33 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 120, 1 FOOT
 BX2829'SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 10 FEET
 BX2829'WEST OF THE CENTER LINE OF A GRAVELED DRIVE WAY.
 BX2829'
 BX2829'A DIFFERENCE IN MEASUREMENT BETWEEN REFERENCE MARK 3 AND THE
 BX2829'STATION WAS FOUND TO BE 0.011 METERS.  ALL OTHER MEASUREMENTS
 BX2829'CHECKED FAVORABLE.
 BX2829'
 BX2829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATE
 BX2829'2 MILES.
 BX2829'
 BX2829'HEIGHT OF LIGHT ABOVE STATION MARK 125.49 FEET.
 BX2829
 BX2829                          STATION RECOVERY (1995)
 BX2829
 BX2829'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1186 ***********************************************************************
 AT1186  DESIGNATION -  GRANDE ECAILLE FREEPORT CO TK
 AT1186  PID         -  AT1186
 AT1186  STATE/COUNTY-  LA/PLAQUEMINES
 AT1186  USGS QUAD   -  BAY BATISTE (1993)
 AT1186
 AT1186                         *CURRENT SURVEY CONTROL
 AT1186  ___________________________________________________________________
 AT1186* NAD 83(1992)-  29 22 45.92793(N)    089 46 52.83005(W)     ADJUSTED  
 AT1186* NAVD 88     -                                                        
 AT1186  **This station is located in a subsidence area (see below).
 AT1186  ___________________________________________________________________
 AT1186  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AT1186  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AT1186
 AT1186  HORZ ORDER  -  THIRD
 AT1186
 AT1186.The horizontal coordinates were established by classical geodetic methods
 AT1186.and adjusted by the National Geodetic Survey in January 1993..
 AT1186
 AT1186 ** The orthometric height has not been validated since last determined
 AT1186 ** by differential leveling and should not be used for control purposes.
 AT1186 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1186 ** area with valid NAVD 88 orthometric heights.
 AT1186 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1186 ** epoch indicated which incorporates improved geoid heights for the
 AT1186 ** Southern Louisiana Subsidence area.
 AT1186 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1186
 AT1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1186
 AT1186.The geoid height was determined by GEOID03.
 AT1186
 AT1186;                    North         East     Units Scale Factor Converg.
 AT1186;SPC LA S     -    98,501.392 1,150,661.806   MT  0.99998414   +0 46 33.7
 AT1186;SPC LA S     -   323,166.65  3,775,129.61   sFT  0.99998414   +0 46 33.7
 AT1186;UTM  16      - 3,253,239.974   230,037.367   MT  1.00049938   -1 21 55.2
 AT1186
 AT1186                          SUPERSEDED SURVEY CONTROL
 AT1186
 AT1186  NAD 83(1986)-  29 22 45.93878(N)    089 46 52.83791(W) AD(       ) 4
 AT1186  NAD 27      -  29 22 45.14600(N)    089 46 52.58100(W) AD(       ) 3
 AT1186
 AT1186.Superseded values are not recommended for survey control.
 AT1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1186.See file dsdata.txt to determine how the superseded data were derived.
 AT1186
 AT1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3003753240(NAD 83)
 AT1186_MARKER: 51 = TANK
 AT1186
 AT1186  HISTORY     - Date     Condition        Report By
 AT1186  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1186  HISTORY     - 1936     GOOD             CGS
 AT1186
 AT1186                          STATION DESCRIPTION
 AT1186
 AT1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1186'STATION HAS NO PREVIOUS DESCRIPTION.  THEODOLITE CUTS TAKEN DURING
 AT1186'1936 SEASON CHECK THE 1934 POSITON.
 AT1186'
 AT1186'TANK IS HIGH ELEVATED ALUMINUM PAINTED WATER TANK AT THE FREEPORT
 AT1186'SULPHUR COMPANY
 AT1186'PLANT ON LAKE GRANDE ECAILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2674 ***********************************************************************
 AU2674  DESIGNATION -  GRANDSTAND MIDDLE CUPOLA
 AU2674  PID         -  AU2674
 AU2674  STATE/COUNTY-  LA/ORLEANS
 AU2674  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2674
 AU2674                         *CURRENT SURVEY CONTROL
 AU2674  ___________________________________________________________________
 AU2674* NAD 83(1992)-  29 58 56.19172(N)    090 04 46.05448(W)     ADJUSTED  
 AU2674* NAVD 88     -                                                        
 AU2674  **This station is located in a subsidence area (see below).
 AU2674  ___________________________________________________________________
 AU2674  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU2674  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AU2674
 AU2674  HORZ ORDER  -  THIRD
 AU2674
 AU2674.The horizontal coordinates were established by classical geodetic methods
 AU2674.and adjusted by the National Geodetic Survey in January 1993..
 AU2674
 AU2674 ** The orthometric height has not been validated since last determined
 AU2674 ** by differential leveling and should not be used for control purposes.
 AU2674 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2674 ** area with valid NAVD 88 orthometric heights.
 AU2674 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2674 ** epoch indicated which incorporates improved geoid heights for the
 AU2674 ** Southern Louisiana Subsidence area.
 AU2674 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2674
 AU2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2674
 AU2674.The geoid height was determined by GEOID03.
 AU2674
 AU2674;                    North         East     Units Scale Factor Converg.
 AU2674;SPC LA S     -   164,963.730 1,120,991.715   MT  0.99992580   +0 37 37.0
 AU2674;SPC LA S     -   541,218.50  3,677,786.98   sFT  0.99992580   +0 37 37.0
 AU2674;UTM  15      - 3,320,412.311   781,790.928   MT  1.00057981   +1 27 37.6
 AU2674;UTM  16      - 3,320,814.086   202,868.366   MT  1.00068942   -1 32 24.1
 AU2674
 AU2674                          SUPERSEDED SURVEY CONTROL
 AU2674
 AU2674  NAD 83(1986)-  29 58 56.20764(N)    090 04 46.05488(W) AD(       ) 4
 AU2674  NAD 27      -  29 58 55.47424(N)    090 04 45.79403(W) AD(       ) 3
 AU2674
 AU2674.Superseded values are not recommended for survey control.
 AU2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2674.See file dsdata.txt to determine how the superseded data were derived.
 AU2674
 AU2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8179120412(NAD 83)
 AU2674_MARKER: 86 = CUPOLA
 AU2674
 AU2674  HISTORY     - Date     Condition        Report By
 AU2674  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2674  HISTORY     - 1952     GOOD             CGS
 AU2674
 AU2674                          STATION DESCRIPTION
 AU2674
 AU2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2674'STATION WAS RECOVERED IN GOOD CONDITION.  NO ORIGINAL DESCRIPTION.
 AU2674'
 AU2674'STATION IS LOCATED IN THE N PART OF THE CITY OF NEW ORLEANS,
 AU2674'AT GENTILLY ROAD AND FORTIN STREET.  STATION IS THE MIDDLE
 AU2674'AND LARGER OF THREE CUPOLAS ATOP THE GRANDSTAND AT FAIRGROUNDS
 AU2674'RACE TRACK.  THE CUPOLA HAS A CONICAL ROD, TILE ROOF AND A
 AU2674'FLAGPOLE IN THE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2985 ***********************************************************************
 BK2985  DESIGNATION -  GRANGER
 BK2985  PID         -  BK2985
 BK2985  STATE/COUNTY-  LA/ALLEN
 BK2985  USGS QUAD   -  DURALDE (1986)
 BK2985
 BK2985                         *CURRENT SURVEY CONTROL
 BK2985  ___________________________________________________________________
 BK2985* NAD 83(1992)-  30 32 46.16438(N)    092 37 11.14064(W)     ADJUSTED  
 BK2985* NAVD 88     -        15.2    (meters)      50.     (feet)  VERTCON   
 BK2985  ___________________________________________________________________
 BK2985  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BK2985  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2985
 BK2985  HORZ ORDER  -  FIRST
 BK2985
 BK2985.The horizontal coordinates were established by classical geodetic methods
 BK2985.and adjusted by the National Geodetic Survey in January 1993..
 BK2985
 BK2985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2985
 BK2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2985
 BK2985.The geoid height was determined by GEOID03.
 BK2985
 BK2985;                    North         East     Units Scale Factor Converg.
 BK2985;SPC LA S     -   227,501.018   876,568.832   MT  0.99997089   -0 38 35.6
 BK2985;SPC LA S     -   746,392.92  2,875,876.24   sFT  0.99997089   -0 38 35.6
 BK2985;UTM  15      - 3,379,367.975   536,470.798   MT  0.99961641   +0 11 35.7
 BK2985
 BK2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2985!SPC LA S     -   1.00000189  x   0.99997089  =   0.99997278
 BK2985!UTM  15      -   1.00000189  x   0.99961641  =   0.99961830
 BK2985
 BK2985|---------------------------------------------------------------------|
 BK2985| PID    Reference Object                     Distance      Geod. Az  |
 BK2985|                                                           dddmmss.s |
 BK2985| CW1432 GRANGER RM 1                         31.608 METERS 01253     |
 BK2985| BK2868 BASILE MUNICIPAL TANK               APPROX. 7.3 KM 1600336.6 |
 BK2985| CW1434 GRANGER RM 3                                       1934545.6 |
 BK2985| BK2874 ELTON RICE DRIER TANK               APPROX. 9.8 KM 2233407.3 |
 BK2985| BK2876 ELTON MUNICIPAL TANK                APPROX.10.4 KM 2261207.1 |
 BK2985| CW1433 GRANGER RM 2                         51.851 METERS 26415     |
 BK2985|---------------------------------------------------------------------|
 BK2985
 BK2985                          SUPERSEDED SURVEY CONTROL
 BK2985
 BK2985  NAD 83(1986)-  30 32 46.18453(N)    092 37 11.13411(W) AD(       ) 1
 BK2985  NAD 27      -  30 32 45.46607(N)    092 37 10.62974(W) AD(       ) 1
 BK2985  NGVD 29 (07/19/86)   15.2    (m)           50.     (f) VERT ANG       
 BK2985
 BK2985.Superseded values are not recommended for survey control.
 BK2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2985.See file dsdata.txt to determine how the superseded data were derived.
 BK2985
 BK2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3647179368(NAD 83)
 BK2985_MARKER: DS = TRIANGULATION STATION DISK
 BK2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2985
 BK2985  HISTORY     - Date     Condition        Report By
 BK2985  HISTORY     - 1974     MONUMENTED       NGS
 BK2985
 BK2985                          STATION DESCRIPTION
 BK2985
 BK2985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2985'STATION IS ABOUT 15 MILES SOUTHWEST OF MAMOU, 10-1/2 MILES SOUTHEAST
 BK2985'OF OBERLIN, 7-1/2 MILES NORTHEAST OF ELTON, 5-1/2 MILES NORTHWEST OF
 BK2985'BASILE AND ON PROPERTY OWNED BY MR. JESSE C. GRANGER, ROUTE 1 BOX
 BK2985'75, OBERLIN, LOUISIANA.  PHONE NUMBER 639-4661.
 BK2985'
 BK2985'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 190 AND STATE
 BK2985'HIGHWAY 26 ABOUT 2 MILES EAST OF ELTON, GO NORTH ON HIGHWAY 26 FOR
 BK2985'7.5 MILES TO THE JUNCTION OF STATE HIGHWAY 104.  TURN RIGHT AND GO
 BK2985'EAST ON HIGHWAY 104 FOR 3.2 MILES TO A CROSSROAD.  TURN RIGHT AND
 BK2985'GO SOUTHERLY ON A PAVED ROAD WHICH TURNS INTO AN OIL AND GRAVEL
 BK2985'ROAD FOR 3.1 MILES TO JESSE GRANGERS HOME ON THE LEFT AND THE
 BK2985'STATION ON THE LEFT AS DESCRIBED.  TO REACH REFERENCE MARK 3 (AZ
 BK2985'MK) FROM HERE, GO SOUTH ON THE OIL AND GRAVEL ROAD FOR 0.3 MILE TO
 BK2985'THE SOUTH END OF A LINE OF PINE TREES AND THE MARK ON THE LEFT AS
 BK2985'DESCRIBED.
 BK2985'
 BK2985'THE STATION MARKS ARE STANDARD DISKS STAMPED GRANGER 1974.  THE
 BK2985'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 BK2985'AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BK2985'ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 187 FEET
 BK2985'NORTHEAST OF CENTER OF A CURVE IN THE ROAD, 176 FEET SOUTHEAST OF THE
 BK2985'SOUTHEAST CORNER OF JESSE GRANGERS HOUSE, 129 FEET EAST OF CENTER OF
 BK2985'A DRIVEWAY LEADING TO THE HOUSE, 83.5 FEET NORTH-NORTHEAST
 BK2985'NORTH-NORTHWEST CORNER OF A SHED OVER A WATER PUMP, 70 FEET
 BK2985'SOUTH OF THE SOUTHEAST CORNER OF A BARN AND 23 FEET WEST OF
 BK2985'CENTER OF A FIELD ROAD.
 BK2985'
 BK2985'REFERENCE MARK 1, STAMPED GRANGER NO 1 1974, IS A STANDARD DISK SET
 BK2985'IN A ROUND CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE GROUND
 BK2985'SURFACE.  IT IS 34.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 BK2985'BARN, 24 FEET SOUTH OF THE NORTHEAST CORNER OF THE BARN, 24 FEET
 BK2985'WEST OF CENTER OF THE FIELD ROAD AND 2 FEET EAST OF THE EAST SIDE
 BK2985'OF THE BARN.
 BK2985'
 BK2985'REFERENCE MARK 2, STAMPED GRANGER NO 2 1974, IS A STANDARD DISK
 BK2985'CEMENTED IN A DRILL HOLE ON THE SOUTHEAST SIDE OF A CONCRETE
 BK2985'FOUNDATION OF 9 GRAIN BINS.  IT IS 124 FEET WEST OF THE NORTHWEST
 BK2985'CORNER OF THE PUMP SHED, 53 FEET NORTH OF CENTER OF THE CURVE IN
 BK2985'THE ROAD AND 28 FEET WEST OF CENTER OF THE DRIVEWAY.
 BK2985'
 BK2985'REFERENCE MARK 3, STAMPED GRANGER NO 3 1974 AZ, IS STANDARD DISK
 BK2985'SET IN A ROUND CONCRETE POST WHICH IS ABOUT 1-INCH BELOW THE GROUND.
 BK2985'IT IS 20 FEET NORTHEAST OF CENTER OF THE OIL AND GRAVEL ROAD, 8.5
 BK2985'FEET SOUTHEAST OF THE SOUTHEAST END OF LINE OF PINE TREES AND 4 FEET
 BK2985'SOUTHEAST OF A METAL WITNESS POST.
 BK2985'
 BK2985'NOTE--NO MEASUREMENT BETWEEN RMS.  BARN ON LINE.
 BK2985'
 BK2985'NEAREST TOWN--BASILE.
 BK2985'
 BK2985'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2695 ***********************************************************************
 BX2695  DESIGNATION -  GRANT
 BX2695  PID         -  BX2695
 BX2695  STATE/COUNTY-  LA/GRANT
 BX2695  USGS QUAD   -  ROCK HILL (1993)
 BX2695
 BX2695                         *CURRENT SURVEY CONTROL
 BX2695  ___________________________________________________________________
 BX2695* NAD 83(1992)-  31 28 12.97576(N)    092 35 04.83953(W)     ADJUSTED  
 BX2695* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 BX2695  ___________________________________________________________________
 BX2695  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BX2695  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX2695
 BX2695  HORZ ORDER  -  FIRST
 BX2695
 BX2695.The horizontal coordinates were established by classical geodetic methods
 BX2695.and adjusted by the National Geodetic Survey in January 1993..
 BX2695
 BX2695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2695
 BX2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2695
 BX2695.The geoid height was determined by GEOID03.
 BX2695
 BX2695;                    North         East     Units Scale Factor Converg.
 BX2695;SPC LA N     -   107,582.566   991,953.326   MT  0.99994503   -0 02 41.2
 BX2695;SPC LA N     -   352,960.47  3,254,433.54   sFT  0.99994503   -0 02 41.2
 BX2695;UTM  15      - 3,481,796.334   539,453.438   MT  0.99961920   +0 13 00.6
 BX2695
 BX2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2695!SPC LA N     -   0.99999463  x   0.99994503  =   0.99993966
 BX2695!UTM  15      -   0.99999463  x   0.99961920  =   0.99961383
 BX2695
 BX2695|---------------------------------------------------------------------|
 BX2695| PID    Reference Object                     Distance      Geod. Az  |
 BX2695|                                                           dddmmss.s |
 BX2695| CY3688 GRANT RM 3                           24.535 METERS 00405     |
 BX2695| BX2756 DRY PRONG KC SO MW MAST             APPROX. 9.5 KM 0094921.0 |
 BX2695| BX2560 CATAHOULA FEDERAL FIRE TOWER        APPROX.12.1 KM 0651739.3 |
 BX2695| CY3686 GRANT RM 1                           37.515 METERS 07309     |
 BX2695| BX2757 COLFAX MUNICIPAL TANK               APPROX.12.8 KM 2943357.4 |
 BX2695| CY3687 GRANT RM 2                           51.764 METERS 33712     |
 BX2695| BX2696 GRANT 1934 AZ MK 1979               320.207 METERS 34253     |
 BX2695| CY3685 GRANT AZ MK 2                                      3452601.6 |
 BX2695| CY3684 GRANT AZ MK                                        3454241.8 |
 BX2695|---------------------------------------------------------------------|
 BX2695
 BX2695                          SUPERSEDED SURVEY CONTROL
 BX2695
 BX2695  NAD 83(1986)-  31 28 12.99568(N)    092 35 04.83368(W) AD(       ) 1
 BX2695  NAD 27      -  31 28 12.35581(N)    092 35 04.31589(W) AD(       ) 1
 BX2695  NGVD 29 (07/19/86)   60.3    (m)          198.     (f) VERT ANG       
 BX2695
 BX2695.Superseded values are not recommended for survey control.
 BX2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2695.See file dsdata.txt to determine how the superseded data were derived.
 BX2695
 BX2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3945381796(NAD 83)
 BX2695_MARKER: DS = TRIANGULATION STATION DISK
 BX2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2695
 BX2695  HISTORY     - Date     Condition        Report By
 BX2695  HISTORY     - 1934     MONUMENTED       CGS
 BX2695  HISTORY     - 1935     GOOD             LAGS
 BX2695  HISTORY     - 1969     GOOD             CGS
 BX2695  HISTORY     - 1979     GOOD             NGS
 BX2695
 BX2695                          STATION DESCRIPTION
 BX2695
 BX2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2695'STATION IS LOCATED ABOUT 14 MILES NW OF ALEXANDRIA, 9 MILES SE
 BX2695'OF COLFAX, NEAR CENTER OF SEC. 28, T 6 N, R 2 W, ON U.S.
 BX2695'FORESTRY LAND.  STATION IS 28 FEET FROM CENTER LINE OF C.C.C.
 BX2695'ROAD (E), 28 FEET S OF TRIANGULAR BLAZE ON 12-INCH OAK TREE, 41
 BX2695'FEET NE FROM OLD SILLS OF SMALL SHACK ON W SIDE OF ROAD.  MARK
 BX2695'PROJECTS ABOUT 6 INCHES.
 BX2695'
 BX2695'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2695'BRONZE DISKS SET IN CONCRETE.
 BX2695'
 BX2695'REFERENCE MARK NO. 1 IS 37.495 METERS (123.02 FEET) ENE OF STATION
 BX2695'MARK, PROJECTS ABOUT 6 INCHES.
 BX2695'
 BX2695'REFERENCE MARK NO. 2 IS 51.770 METERS (169.83 FEET) NW OF
 BX2695'STATION, 40 FEET W OF CENTER LINE OF C.C.C. ROAD, PROJECTS
 BX2695'ABOUT 6 INCHES.
 BX2695'
 BX2695'AZIMUTH MARK IS ABOUT 0.2 MILE N OF STATION ALONG LEFT OR W SIDE
 BX2695'OF C.C.C. ROAD, 40 FEET W OF CENTER LINE OF ROAD.
 BX2695'
 BX2695'TO REACH THE STATION FROM ALEXANDRIA, GO NW ON U.S. HIGHWAY
 BX2695'71, 9-1/2 MILES TO JUNCTION WITH U.S. HIGHWAY 167, CONTINUE
 BX2695'W ON U.S. HIGHWAY 71 FOR 8.6 MILES TO NEW GRADED C.C.C. ROAD
 BX2695'LEADING N, FOLLOW THIS ROAD 0.55 MILE TO STATION ON RIGHT
 BX2695'SIDE OF ROAD.
 BX2695'
 BX2695'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX2695
 BX2695                          STATION RECOVERY (1935)
 BX2695
 BX2695'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BX2695'RECOVERED AS DESCRIBED.
 BX2695
 BX2695                          STATION RECOVERY (1969)
 BX2695
 BX2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2695'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 BX2695'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 BX2695'MARK WAS ESTABLISHED AT THIS TIME.  THE DISTANCES AND DIRECTIONS
 BX2695'CHECKED FAVORABLE.  A NEW DISCRIPTION FOLLOWS.
 BX2695'
 BX2695'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF ALEXANDRIA
 BX2695'AND 7-3/4 MILES SOUTHEAST OF COLFAX ON LAND OWNED BY
 BX2695'U.S. FORESTRY.
 BX2695'
 BX2695'THE STATION IS A STANDARD DISK, STAMPED GRANT 1934, SET IN THE
 BX2695'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 BX2695'INCHES.  IT IS 30.5 FEET WEST OF THE CENTER LINE OF A GRAVELED
 BX2695'ROAD, 21.6 FEET EAST OF A 12 INCH PINE TREE, 21.5 FEET SOUTH
 BX2695'SOUTHWEST OF A 6 INCH PINE TREE AND 41.0 FEET NORTH OF A
 BX2695'20 INCH OAK TREE.
 BX2695'
 BX2695'TO REACH THE STATION FROM THE POST OFFICE IN TIOGA, GO
 BX2695'NORTHERLY ON U.S. HIGHWAY 71 FOR 1.95 MILE TO JUNCTION WITH
 BX2695'STATE HIGHWAY 1204 TO THE RIGHT.  CONTINUE AHEAD NORTHWESTERLY
 BX2695'ON U.S. HIGHWAY 71 FOR 1.9 MILE TO JUNCTION WITH U.S. HIGHWAY
 BX2695'167 AND U.S. HIGHWAY 71.  KEEP LEFT ON U.S. HIGHWAY 71 FOR 5.95
 BX2695'MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD NORTHERLY ON
 BX2695'U.S. HIGHWAY 71 FOR 2.7 MILES TO A SIDE ROAD RIGHT AND CATTLE
 BX2695'GUARD.  TURN RIGHT AND GO NORTHEAST ON GRAVELED ROAD CROSSING
 BX2695'CATTLE GUARD FOR 0.55 MILE TO STATION ON THE RIGHT.
 BX2695'
 BX2695'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRANT NO 1 1934,
 BX2695'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2695'PROJECTS 6 INCHES.  IT IS 22 FEET EAST OF A 12 INCH PINE
 BX2695'TREE, 15 FEET SOUTH OF A 10 INCH PINE TREE AND 24 FEET NORTHWEST
 BX2695'OF AN 8 INCH PINE TREE.
 BX2695'
 BX2695'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRANT NO 2 1934,
 BX2695'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2695'PROJECTS 3 INCHES.  IT IS 24 FEET WEST OF THE CENTER LINE OF A
 BX2695'GRAVELED ROAD, 25 FEET NORTH OF A 10 INCH PINE TREE AND 20.5
 BX2695'FEET EAST OF A PINE TREE.
 BX2695'
 BX2695'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRANT 1934, SET IN
 BX2695'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 BX2695'WITH THE GROUND.  IT IS 29 FEET WEST OF THE CENTER LINE OF A
 BX2695'GRAVELED ROAD, 23 FEET SOUTH SOUTHEAST OF A 16 INCH PINE TREE,
 BX2695'50.5 FEET NORTH OF AN 18 INCH PINE TREE AND 3.7 FEET WEST OF A
 BX2695'METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2695'
 BX2695'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH NORTHWEST
 BX2695'ON GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BX2695'
 BX2695'HEIGHT OF LIGHT ABOVE STATION MARK 102.26 FEET.
 BX2695'
 BX2695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2695'7-3/4 MILES SOUTHEAST OF COLFAX.
 BX2695
 BX2695                          STATION RECOVERY (1979)
 BX2695
 BX2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BX2695'THE STATION MARK, AND REFERENCE MARK NO 1 WERE RECOVERED AND FOUND IN
 BX2695'GOOD CONDITION.  REFERENCE MARK NO 2 CONCRETE MONUMENT WAS FOUND LYING
 BX2695'ON TOP THE GROUND.  THE AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE
 BX2695'FOUND.  THIS DATE A NEW AZIMUTH MARK AND REFERENCE MARK NO 3 WERE
 BX2695'ESTABLISHED.
 BX2695'
 BX2695'THE STATION IS LOCATED ABOUT 14.0 MILES NORTHWEST OF ALEXANDRIA AND
 BX2695'7.75 MILES SOUTHEAST OF COLFAX, ON LAND OWNED BY THE U.S. FORESTRY.
 BX2695'
 BX2695'TO REACH THE STATION FROM THE POST OFFICE IN TIOGA, GO NORTHERLY ON
 BX2695'U.S. HIGHWAY 71 FOR 1.95 MILES TO JUNCTION WITH STATE HIGHWAY 1204 TO
 BX2695'THE RIGHT, CONTINUE AHEAD NORTHWESTERLY ON U.S. HIGHWAY 71 FOR 1.9
 BX2695'MILES TO JUNCTION WITH U.S. HIGHWAY 167 AND U.S. HIGHWAY 71, KEEP
 BX2695'LEFT ON U.S. HIGHWAY 71 FOR 5.95 MILES TO A SIDE ROAD LEFT, CONTINUE
 BX2695'NORTHERLY ON HIGHWAY 71 FOR 2.7 MILES TO A SIDE ROAD ON THE RIGHT,
 BX2695'TURN RIGHT AND GO NORTHEAST ON A GRAVELED ROAD FOR 0.55 MILE TO THE
 BX2695'STATION ON THE RIGHT.
 BX2695'
 BX2695'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BX2695'---GRANT 1934---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX2695'PROJECTING 8 CM (3 INCHES) ABOVE THE GROUND LOCATED 9.8 METERS (32
 BX2695'FEET) E FROM THE CENTERLINE OF THE GRAVELED ROAD, 9.4 METERS (31
 BX2695'FEET) S FROM THE CENTERLINE OF A GRAVELED APPROACH, AND 0.76 METER
 BX2695'(2.5 FEET) NNE FROM A METAL WITNESS POST.
 BX2695'
 BX2695'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2695'STAMPED---GRANT NO 1 1934---SET INTO THE TOP OF A ROUND CONCRETE
 BX2695'MONUMENT PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND LOCATED 46.3
 BX2695'METERS (152 FEET) E FROM THE CENTERLINE OF THE GRAVELED ROAD, 0.46
 BX2695'METER (1.5 FEET) W FROM A METAL WITNESS POST, AND 0.9 METER (3 FEET)
 BX2695'LOWER THAN THE STATION.
 BX2695'
 BX2695'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2695'STAMPED---GRANT 1934 NO 3 1979---SET INTO THE TOP OF A ROUND
 BX2695'CONCRETE MOUNMENT PROJECTING 6 INCHES ABOVE THE GROUND
 BX2695'LOCATED 15.2 METERS (50 FEET) N FROM THE GRAVELED APPROACH INTO WOODS
 BX2695'AND CLEARED AREA, 11.9 METERS (39 FEET) E FROM THE CENTER LINE OF THE
 BX2695'GRAVELED ROAD, 0.3 METER (1 FOOT) SE FROM A METAL WITNESS POST, AND
 BX2695'IS LEVEL WITH THE STATION.
 BX2695'
 BX2695'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BX2695'---GRANT 1934 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX2695'FLUSH WITH THE GROUND LOCATED 8.2 METERS (27 FEET) W FROM THE CENTER
 BX2695'LINE OF THE GRAVELED ROAD, 1.5 METERS (5 FEET) ENE FROM A 12-INCH
 BX2695'PINE TREE, AND 0.6 METER (2 FEET) S FROM A METAL WITNESS POST.
 BX2695'
 BX2695'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO NORTHERLY ON A
 BX2695'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, ABOUT 50
 BX2695'FEET BEFORE REACHING CURVE TO THE RIGHT IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0978 ***********************************************************************
 AT0978  DESIGNATION -  GRASS
 AT0978  PID         -  AT0978
 AT0978  STATE/COUNTY-  LA/ST BERNARD
 AT0978  USGS QUAD   -  OAK MOUND BAYOU (1994)
 AT0978
 AT0978                         *CURRENT SURVEY CONTROL
 AT0978  ___________________________________________________________________
 AT0978* NAD 83(1992)-  29 59 39.05017(N)    089 20 13.23928(W)     ADJUSTED  
 AT0978* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0978  ___________________________________________________________________
 AT0978  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AT0978  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AT0978
 AT0978  HORZ ORDER  -  SECOND
 AT0978
 AT0978.The horizontal coordinates were established by classical geodetic methods
 AT0978.and adjusted by the National Geodetic Survey in May 1994..
 AT0978
 AT0978.The orthometric height was scaled from a topographic map.
 AT0978
 AT0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0978
 AT0978.The geoid height was determined by GEOID03.
 AT0978
 AT0978;                    North         East     Units Scale Factor Converg.
 AT0978;SPC LA S     -   167,299.156 1,192,604.916   MT  0.99992575   +0 59 53.5
 AT0978;SPC LA S     -   548,880.65  3,912,737.96   sFT  0.99992575   +0 59 53.5
 AT0978;UTM  16      - 3,320,439.800   274,556.059   MT  1.00022711   -1 10 07.7
 AT0978
 AT0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0978!SPC LA S     -   1.00000414  x   0.99992575  =   0.99992989
 AT0978!UTM  16      -   1.00000414  x   1.00022711  =   1.00023125
 AT0978
 AT0978:                Primary Azimuth Mark                     Grid Az
 AT0978:SPC LA S     -  JOHN                                     008 37 17.5
 AT0978:UTM  16      -  JOHN                                     010 47 18.7
 AT0978
 AT0978|---------------------------------------------------------------------|
 AT0978| PID    Reference Object                     Distance      Geod. Az  |
 AT0978|                                                           dddmmss.s |
 AT0978| BH2655 JOHN                                APPROX. 8.0 KM 0093711.0 |
 AT0978| DD7153 GRASS RM 1                           37.265 METERS 16022     |
 AT0978| DD7154 GRASS RM 2                           38.967 METERS 24321     |
 AT0978|---------------------------------------------------------------------|
 AT0978
 AT0978                          SUPERSEDED SURVEY CONTROL
 AT0978
 AT0978  NAD 83(1992)-  29 59 39.06045(N)    089 20 13.23365(W) AD(       ) 2
 AT0978  NAD 83(1986)-  29 59 39.06184(N)    089 20 13.23410(W) AD(       ) 2
 AT0978  NAD 27      -  29 59 38.33700(N)    089 20 13.07300(W) AD(       ) 2
 AT0978
 AT0978.Superseded values are not recommended for survey control.
 AT0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0978.See file dsdata.txt to determine how the superseded data were derived.
 AT0978
 AT0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7455620440(NAD 83)
 AT0978_MARKER: DS = TRIANGULATION STATION DISK
 AT0978_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0978_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0978
 AT0978  HISTORY     - Date     Condition        Report By
 AT0978  HISTORY     - 1934     MONUMENTED       CGS
 AT0978  HISTORY     - 1952     GOOD             CGS
 AT0978  HISTORY     - 1955     GOOD             CGS
 AT0978  HISTORY     - 1966     MARK NOT FOUND   CGS
 AT0978
 AT0978                          STATION DESCRIPTION
 AT0978
 AT0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT0978'THE STATION IS ON THE MOST NORTHERN POINT OF MUD GRASS ISLAND WHICH
 AT0978'IS S OF BAY
 AT0978'BODREAU AND BOUND BY W KARAKO BAY ON THE N AND INDIAN
 AT0978'MOUND BAY ON THE E.  THE POINT
 AT0978'OF THE ISLAND IS SE OF RACCOON ISLAND
 AT0978'AND SW OF CROOKED ISLAND.  THE POINT IS ALMOST
 AT0978'SQUARE IN SHAPE WITH A
 AT0978'STRAIGHT SHORE LINE RUNNING E AND W AND IS ABOUT 1/2 MILE WIDE.
 AT0978'THE STATION IS ON
 AT0978'THE NE CORNER OF THIS POINT OF LAND AND IS 275 FEET S
 AT0978'OF THE N SHORE AND ABOUT 400
 AT0978'FEET W OF THE E SHORE.
 AT0978'
 AT0978'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT0978'AT THE TOPS OF
 AT0978'TILES WHICH ARE FASTENED BY MEANS OF CONCRETE TO THE
 AT0978'UPPER END OF LONG WOODEN PILES
 AT0978'DRIVEN INTO THE MARSH.
 AT0978'
 AT0978'THE TILE PIPE PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.
 AT0978'
 AT0978'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 AT0978'CONCRETE AT THE
 AT0978'TOP OF TILES WHICH ARE EMBEDDED IN THE GROUND AND
 AT0978'FASTENED BY MEANS OF CONCRETE TO
 AT0978'THE UPPER ENDS OF LONG WOODEN PILES
 AT0978'DRIVEN INTO THE MARSH.
 AT0978'
 AT0978'ANGLE AT R.M. NO. 1, R.M. NO. 2 TO STATION 49 DEG 57 MIN 29 SEC.
 AT0978'
 AT0978'ANGLE AT R.M. NO. 2, STATION TO R.M. NO. 1 47 DEG 03 MIN 49 SEC.
 AT0978'
 AT0978'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 AT0978
 AT0978                          STATION RECOVERY (1952)
 AT0978
 AT0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0978'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 AT0978'DESCRIPTION
 AT0978'ADEQUATE EXCEPT THAT APPARENT SHORELINE IS NOW 230 FEET
 AT0978'N 2 DEG E MAGNETIC AND
 AT0978'382 FEET S 80 DEG E MAGNETIC.
 AT0978
 AT0978                          STATION RECOVERY (1955)
 AT0978
 AT0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT0978'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AT0978'FORMER DESCRIPTION
 AT0978'IS ADEQUATE.
 AT0978
 AT0978                          STATION RECOVERY (1966)
 AT0978
 AT0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT0978'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AT THIS
 AT0978'TIME.  THEY ARE
 AT0978'PROBABLY STILL INTACT BUT COVERED BY MUD AND GRASS
 AT0978'AND IT WOULD TAKE CONSIDERABLE
 AT0978'PROBING TO RECOVER THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2673 ***********************************************************************
 BH2673  DESIGNATION -  GRASSY ISLAND LIGHT
 BH2673  PID         -  BH2673
 BH2673  STATE/COUNTY-  LA/ST BERNARD
 BH2673  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2673
 BH2673                         *CURRENT SURVEY CONTROL
 BH2673  ___________________________________________________________________
 BH2673* NAD 83(1992)-  30 09 32.68870(N)    089 28 19.95194(W)     ADJUSTED  
 BH2673* NAVD 88     -                                                        
 BH2673  ___________________________________________________________________
 BH2673  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BH2673  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BH2673
 BH2673  HORZ ORDER  -  THIRD
 BH2673
 BH2673.The horizontal coordinates were established by classical geodetic methods
 BH2673.and adjusted by the National Geodetic Survey in May 1994..
 BH2673
 BH2673
 BH2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2673
 BH2673.The geoid height was determined by GEOID03.
 BH2673
 BH2673;                    North         East     Units Scale Factor Converg.
 BH2673;SPC LA S     -   185,355.594 1,179,265.363   MT  0.99992954   +0 55 50.1
 BH2673;SPC LA S     -   608,120.81  3,868,973.11   sFT  0.99992954   +0 55 50.1
 BH2673;SPC MS E     -    73,227.494   238,458.270   MT  0.99999671   -0 19 15.5
 BH2673;SPC MS E     -   240,247.20    782,341.84   sFT  0.99999671   -0 19 15.5
 BH2673;UTM  16      - 3,338,994.627   261,905.536   MT  1.00029944   -1 14 33.5
 BH2673
 BH2673                          SUPERSEDED SURVEY CONTROL
 BH2673
 BH2673  NAD 83(1992)-  30 09 32.70064(N)    089 28 19.94685(W) AD(       ) 4
 BH2673  NAD 83(1986)-  30 09 32.70144(N)    089 28 19.94640(W) AD(       ) 4
 BH2673  NAD 27      -  30 09 31.98445(N)    089 28 19.76936(W) AD(       ) 3
 BH2673
 BH2673.Superseded values are not recommended for survey control.
 BH2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2673.See file dsdata.txt to determine how the superseded data were derived.
 BH2673
 BH2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6190638995(NAD 83)
 BH2673_MARKER: 14 = NAVIGATION LIGHT
 BH2673
 BH2673  HISTORY     - Date     Condition        Report By
 BH2673  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2673
 BH2673                          STATION DESCRIPTION
 BH2673
 BH2673'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1614 ***********************************************************************
 CP1614  DESIGNATION -  GRASSY LAKE BOLT
 CP1614  PID         -  CP1614
 CP1614  STATE/COUNTY-  LA/TENSAS
 CP1614  USGS QUAD   -  SOMERSET (1994)
 CP1614
 CP1614                         *CURRENT SURVEY CONTROL
 CP1614  ___________________________________________________________________
 CP1614* NAD 83(1986)-  32 10 49.     (N)    091 10 28.     (W)     SCALED    
 CP1614* NAVD 88     -        22.70   (+/-2cm)      74.5    (feet)  VERTCON   
 CP1614  ___________________________________________________________________
 CP1614  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP1614
 CP1614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1614
 CP1614.The horizontal coordinates were scaled from a topographic map and have
 CP1614.an estimated accuracy of +/- 6 seconds.
 CP1614
 CP1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1614.The vertical order pertains to the NGVD 29 superseded value.
 CP1614
 CP1614.The geoid height was determined by GEOID03.
 CP1614
 CP1614;                    North         East    Units  Estimated Accuracy
 CP1614;SPC LA N     -   187,070.    1,125,000.      MT  (+/- 180 meters Scaled)
 CP1614
 CP1614                          SUPERSEDED SURVEY CONTROL
 CP1614
 CP1614  NGVD 29 (??/??/92)   22.722  (m)           74.55   (f) ADJ UNCH    2 0
 CP1614
 CP1614.Superseded values are not recommended for survey control.
 CP1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1614.See file dsdata.txt to determine how the superseded data were derived.
 CP1614
 CP1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR721618(NAD 83)
 CP1614_MARKER: B = BOLT
 CP1614_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1614_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1614_STAMPING: P.B.M. GRASSY LAKE
 CP1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1614
 CP1614  HISTORY     - Date     Condition        Report By
 CP1614  HISTORY     - UNK      MONUMENTED       DOD
 CP1614  HISTORY     - 1971     GOOD             LADTD
 CP1614
 CP1614                          STATION DESCRIPTION
 CP1614
 CP1614'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1614'18.1 MI NE FROM NEWELLTON.
 CP1614'ABOUT 0.8 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1614'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1614'DIRECTION ALONG U.S. HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1614'LOUISIANA HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1614'3.4 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 608.  THENCE IN A
 CP1614'NORTHEAST DIRECTION ALONG LOUISIANA HIGHWAY 608, 2.7 MILES TO THE
 CP1614'INTERSECTION OF A GRAVEL ROAD ON TOP OF THE MISSISSIPPI RIVER LEVEE.
 CP1614'THENCE IN A NORTHERLY DIRECTION ALONG GRAVEL ROAD ON TOP OF LEVEE, 0.7
 CP1614'MILE TO THE INTERSECTION OF OLD MISS. RIVER LEVEE.  THENCE CONTINUING
 CP1614'IN A NORTHERLY DIRECTION ALONG GRAVEL ROAD ON LEVEE 3.7 MILES TO THE
 CP1614'MARK.  IT IS 275.0 FEET WEST OF THE CENTERLINE OF LEVEE, 22.0 FEET
 CP1614'NORTH OF A DIRT RAMP LEADING TO GRASSY LAKE, 17.0 FEET NORTHWEST OF A
 CP1614'12 INCH ELM TREE, 200 FEET NORTH OF RAMP ON EAST SIDE OF LEVEE LEADING
 CP1614'TO LANDING OF PALMIRA LAKE.  A STANDARD U.S. ENGINEERS B.M. CAP SET ON
 CP1614'TOP OF AN IRON PIPE PROJECTING 16 INCHES ABOVE GROUND. A COPPER BOLT
 CP1614'IS SET IN CONCRETE ABOUT 3.0 FEET UNDERGROUND, ACCESS TO WHICH IS
 CP1614'THROUGH THE PIPE.  A METAL WITNESS POST IS SET 1.0 FOOT EAST OF THE
 CP1614'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1613 ***********************************************************************
 CP1613  DESIGNATION -  GRASSY LAKE CAP
 CP1613  PID         -  CP1613
 CP1613  STATE/COUNTY-  LA/TENSAS
 CP1613  USGS QUAD   -  SOMERSET (1994)
 CP1613
 CP1613                         *CURRENT SURVEY CONTROL
 CP1613  ___________________________________________________________________
 CP1613* NAD 83(1986)-  32 10 50.     (N)    091 10 28.     (W)     SCALED    
 CP1613* NAVD 88     -        23.93   (+/-2cm)      78.5    (feet)  VERTCON   
 CP1613  ___________________________________________________________________
 CP1613  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP1613
 CP1613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1613
 CP1613.The horizontal coordinates were scaled from a topographic map and have
 CP1613.an estimated accuracy of +/- 6 seconds.
 CP1613
 CP1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1613.The vertical order pertains to the NGVD 29 superseded value.
 CP1613
 CP1613.The geoid height was determined by GEOID03.
 CP1613
 CP1613;                    North         East    Units  Estimated Accuracy
 CP1613;SPC LA N     -   187,100.    1,125,000.      MT  (+/- 180 meters Scaled)
 CP1613
 CP1613                          SUPERSEDED SURVEY CONTROL
 CP1613
 CP1613  NGVD 29 (??/??/92)   23.953  (m)           78.59   (f) ADJ UNCH    2 0
 CP1613
 CP1613.Superseded values are not recommended for survey control.
 CP1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1613.See file dsdata.txt to determine how the superseded data were derived.
 CP1613
 CP1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR721619(NAD 83)
 CP1613_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1613_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1613_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1613_STAMPING: P.B.M. GRASSY LAKE
 CP1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1613
 CP1613  HISTORY     - Date     Condition        Report By
 CP1613  HISTORY     - UNK      MONUMENTED       DOD
 CP1613  HISTORY     - 1971     GOOD             LADTD
 CP1613
 CP1613                          STATION DESCRIPTION
 CP1613
 CP1613'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1613'18.1 MI NE FROM NEWELLTON.
 CP1613'ABOUT 0.8 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1613'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1613'DIRECTION ALONG U.S. HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1613'LOUISIANA HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1613'3.4 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 608.  THENCE IN A
 CP1613'NORTHEAST DIRECTION ALONG LOUISIANA HIGHWAY 608, 2.7 MILES TO THE
 CP1613'INTERSECTION OF A GRAVEL ROAD ON TOP OF THE MISSISSIPPI RIVER LEVEE.
 CP1613'THENCE IN A NORTHERLY DIRECTION ALONG GRAVEL ROAD ON TOP OF LEVEE, 0.7
 CP1613'MILE TO THE INTERSECTION OF OLD MISS. RIVER LEVEE.  THENCE CONTINUING
 CP1613'IN A NORTHERLY DIRECTION ALONG GRAVEL ROAD ON LEVEE 3.7 MILES TO THE
 CP1613'MARK.  IT IS 275.0 FEET WEST OF THE CENTERLINE OF LEVEE, 22.0 FEET
 CP1613'NORTH OF A DIRT RAMP LEADING TO GRASSY LAKE, 17.0 FEET NORTHWEST OF A
 CP1613'12 INCH ELM TREE, 200 FEET NORTH OF RAMP ON EAST SIDE OF LEVEE LEADING
 CP1613'TO LANDING OF PALMIRA LAKE.  A STANDARD U.S. ENGINEERS B.M. CAP SET ON
 CP1613'TOP OF AN IRON PIPE PROJECTING 16 INCHES ABOVE GROUND. THE PIPE. A
 CP1613'METAL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0756 ***********************************************************************
 AV0756  DESIGNATION -  GRASSY USGS 1933
 AV0756  PID         -  AV0756
 AV0756  STATE/COUNTY-  LA/CAMERON
 AV0756  USGS QUAD   -  LATANIA LAKE (1982)
 AV0756
 AV0756                         *CURRENT SURVEY CONTROL
 AV0756  ___________________________________________________________________
 AV0756* NAD 83(1992)-  29 54 54.13274(N)    092 46 23.18439(W)     ADJUSTED  
 AV0756* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0756  **This station is located in a subsidence area (see below).
 AV0756  ___________________________________________________________________
 AV0756  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AV0756  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AV0756
 AV0756  HORZ ORDER  -  THIRD
 AV0756
 AV0756.The horizontal coordinates were established by classical geodetic methods
 AV0756.and adjusted by the National Geodetic Survey in January 1993..
 AV0756
 AV0756 ** The orthometric height has not been validated since last determined
 AV0756 ** by differential leveling and should not be used for control purposes.
 AV0756 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0756 ** area with valid NAVD 88 orthometric heights.
 AV0756 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0756 ** epoch indicated which incorporates improved geoid heights for the
 AV0756 ** Southern Louisiana Subsidence area.
 AV0756 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0756.The orthometric height was scaled from a topographic map.
 AV0756
 AV0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0756
 AV0756.The geoid height was determined by GEOID03.
 AV0756
 AV0756;                    North         East     Units Scale Factor Converg.
 AV0756;SPC LA S     -   157,722.201   860,977.260   MT  0.99992686   -0 43 11.7
 AV0756;SPC LA S     -   517,460.25  2,824,722.89   sFT  0.99992686   -0 43 11.7
 AV0756;UTM  15      - 3,309,392.438   521,901.972   MT  0.99960592   +0 06 47.4
 AV0756
 AV0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0756!SPC LA S     -   1.00000420  x   0.99992686  =   0.99993106
 AV0756!UTM  15      -   1.00000420  x   0.99960592  =   0.99961011
 AV0756
 AV0756:                Primary Azimuth Mark                     Grid Az
 AV0756:SPC LA S     -  ENTRANCE                                 336 56 22.3
 AV0756:UTM  15      -  ENTRANCE                                 336 06 23.2
 AV0756
 AV0756|---------------------------------------------------------------------|
 AV0756| PID    Reference Object                     Distance      Geod. Az  |
 AV0756|                                                           dddmmss.s |
 AV0756| AV0757 ENTRANCE                            APPROX. 7.3 KM 3361310.6 |
 AV0756|---------------------------------------------------------------------|
 AV0756
 AV0756                          SUPERSEDED SURVEY CONTROL
 AV0756
 AV0756  NAD 83(1986)-  29 54 54.15419(N)    092 46 23.17140(W) AD(       ) 3
 AV0756  NAD 27      -  29 54 53.40000(N)    092 46 22.61000(W) AD(       ) 3
 AV0756
 AV0756.Superseded values are not recommended for survey control.
 AV0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0756.See file dsdata.txt to determine how the superseded data were derived.
 AV0756
 AV0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2190209392(NAD 83)
 AV0756_MARKER: DD = SURVEY DISK
 AV0756_SETTING: 0 = UNSPECIFIED SETTING
 AV0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0756
 AV0756  HISTORY     - Date     Condition        Report By
 AV0756  HISTORY     - 1933     MONUMENTED       USGS
 AV0756  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AV0756
 AV0756                          STATION DESCRIPTION
 AV0756
 AV0756'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0756'ON THE SE CORNER OF GRASSY POINT WHICH IS A WELL-DEFINED
 AV0756'POINT ON THE W SIDE OF GRAND LAKE AND ON THE S SIDE OF ENTRANCE
 AV0756'TO LAKE MISERE.  THIS PART OF THE POINT IS KNOWN LOCALLY
 AV0756'AS HACKBERRY POINT.  AT THE WATERS EDGE AND IN MARSH.  A
 AV0756'CONCRETE POST WITH STANDARD TABLET STAMPED GRASSY 1933.
 AV0756'
 AV0756'NO REFERENCE POST SET, BUT BEACON LIGHT ON GRASSY POINT
 AV0756'1.7 MILES N OF STATION HAS BEEN CUT IN.
 AV0756'
 AV0756'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0756'ELEVATION 30 FEET.
 AV0756
 AV0756                          STATION RECOVERY (1966)
 AV0756
 AV0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0756'THE STATION WAS SEARCHED FOR, AND FOUND THAT THE SHORE LINE
 AV0756'HAS ERODED ABOUT 300 FEET AT THIS POINT, THE LIGHT WHICH
 AV0756'WAS FORMERLY ON THE POINT OF LAND IS NOW ABOUT 300 FEET
 AV0756'OUT IN THE LAKE.  THE STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2967 ***********************************************************************
 CQ2967  DESIGNATION -  GRAY
 CQ2967  PID         -  CQ2967
 CQ2967  STATE/COUNTY-  LA/CLAIBORNE
 CQ2967  USGS QUAD   -  COLQUITT (1986)
 CQ2967
 CQ2967                         *CURRENT SURVEY CONTROL
 CQ2967  ___________________________________________________________________
 CQ2967* NAD 83(1992)-  32 54 52.77442(N)    092 52 47.19598(W)     ADJUSTED  
 CQ2967* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 CQ2967  ___________________________________________________________________
 CQ2967  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ2967  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2967
 CQ2967  HORZ ORDER  -  FIRST
 CQ2967
 CQ2967.The horizontal coordinates were established by classical geodetic methods
 CQ2967.and adjusted by the National Geodetic Survey in September 1999..
 CQ2967
 CQ2967.The orthometric height was scaled from a topographic map.
 CQ2967
 CQ2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2967
 CQ2967.The geoid height was determined by GEOID03.
 CQ2967
 CQ2967;                    North         East     Units Scale Factor Converg.
 CQ2967;SPC LA N     -   267,802.632   964,472.251   MT  1.00006596   -0 12 02.8
 CQ2967;SPC LA N     -   878,615.80  3,164,272.71   sFT  1.00006596   -0 12 02.8
 CQ2967;SPC AR S     -   427,860.461   317,695.129   MT  1.00010773   -0 29 32.7
 CQ2967;SPC AR S     - 1,403,738.86  1,042,304.77   sFT  1.00010773   -0 29 32.7
 CQ2967;UTM  15      - 3,641,832.568   511,241.566   MT  0.99960156   +0 03 55.2
 CQ2967
 CQ2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2967!SPC LA N     -   0.99999029  x   1.00006596  =   1.00005625
 CQ2967!SPC AR S     -   0.99999029  x   1.00010773  =   1.00009802
 CQ2967!UTM  15      -   0.99999029  x   0.99960156  =   0.99959186
 CQ2967
 CQ2967:                Primary Azimuth Mark                     Grid Az
 CQ2967:SPC LA N     -  LOOKOUT TOWER 87 AFC                     028 22 16.1
 CQ2967:SPC AR S     -  LOOKOUT TOWER 87 AFC                     028 39 46.0
 CQ2967:UTM  15      -  LOOKOUT TOWER 87 AFC                     028 06 18.1
 CQ2967
 CQ2967|---------------------------------------------------------------------|
 CQ2967| PID    Reference Object                     Distance      Geod. Az  |
 CQ2967|                                                           dddmmss.s |
 CQ2967| DL1365 LOOKOUT TOWER 87 AFC                APPROX.16.6 KM 0281013.3 |
 CQ2967| DL1352 JUNCTION CITY MUNICIPAL TANK        APPROX.18.4 KM 0521639.4 |
 CQ2967| CQ2898 BETHEL                              APPROX.15.8 KM 0722445.0 |
 CQ2967| CQ2960 CORNEY LAKE LOOKOUT TOWER LFC       APPROX.10.8 KM 0762106.3 |
 CQ2967| CY3693 GRAY AZ MK                                         1202058.0 |
 CQ2967| CQ2961 CLAIBORNE GASOLINE CO S STACK       APPROX.15.0 KM 1531447.8 |
 CQ2967| CQ2962 CLAIBORNE GASOLINE CO N STACK       APPROX.15.0 KM 1531416.6 |
 CQ2967| CY3694 GRAY RM 1                            29.126 METERS 21714     |
 CQ2967| CQ2968 CLAIBORNE PARISH LOT 2 LADC         APPROX.12.7 KM 2515658.7 |
 CQ2967| CY3695 GRAY RM 2                            42.276 METERS 34111     |
 CQ2967|---------------------------------------------------------------------|
 CQ2967
 CQ2967                          SUPERSEDED SURVEY CONTROL
 CQ2967
 CQ2967  NAD 83(1992)-  32 54 52.78132(N)    092 52 47.19172(W) AD(       ) 1
 CQ2967  NAD 83(1986)-  32 54 52.78700(N)    092 52 47.18670(W) AD(       ) 1
 CQ2967  NAD 27      -  32 54 52.26400(N)    092 52 46.61500(W) AD(       ) 1
 CQ2967
 CQ2967.Superseded values are not recommended for survey control.
 CQ2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2967.See file dsdata.txt to determine how the superseded data were derived.
 CQ2967
 CQ2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1124241833(NAD 83)
 CQ2967_MARKER: DS = TRIANGULATION STATION DISK
 CQ2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2967
 CQ2967  HISTORY     - Date     Condition        Report By
 CQ2967  HISTORY     - 1941     MONUMENTED       CGS
 CQ2967  HISTORY     - 1952     GOOD             CGS
 CQ2967  HISTORY     - 1957     GOOD             LOCSUR
 CQ2967
 CQ2967                          STATION DESCRIPTION
 CQ2967
 CQ2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2967'STATION IS LOCATED IN THE SE 1/4 OF SECTION 9, T 22 N, R 5 W,
 CQ2967'ABOUT 11 MILES NE OF HOMER, ON LAND OWNED BY MR. W.A. GRAY
 CQ2967'OF SUMMERFIELD.
 CQ2967'
 CQ2967'STATION MARK IS STAMPED GRAY 1941, AND PROJECTS 8 INCHES.
 CQ2967'IT IS 9 FEET E OF A WHITE REFERENCE POST, 35 FEET S OF THE
 CQ2967'CENTER OF A DIRT ROAD AND 14 FEET W OF THE W EDGE OF A FIELD.
 CQ2967'
 CQ2967'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ2967'BRONZE DISKS SET IN CONCRETE.
 CQ2967'
 CQ2967'REFERENCE MARK NO. 1 IS STAMPED GRAY NO. 1 1941 AND PROJECTS 4
 CQ2967'INCHES.  IT IS 30 FEET W OF A 10-INCH PINE TREE AND 38 FEET W
 CQ2967'OF THE EDGE OF THE FIELD.
 CQ2967'
 CQ2967'REFERENCE MARK NO. 2 IS STAMPED GRAY NO. 2 1941, AND PROJECTS
 CQ2967'6 INCHES.  IT IS 1.5 FEET E OF A FENCE, 25 FEET N OF A FENCE
 CQ2967'CORNER AND 88 FEET N OF THE CENTER OF A DIRT ROAD.
 CQ2967'
 CQ2967'THE AZIMUTH MARK IS STAMPED GRAY 1941, AND PROJECTS 4 INCHES.
 CQ2967'IT IS 2 FEET N OF A WHITE REFERENCE POST AND 15 FEET W OF
 CQ2967'THE CENTER OF A DIRT ROAD.
 CQ2967'
 CQ2967'TO REACH THE STATION FROM HOMER, GO NE ON STATE HIGHWAY
 CQ2967'15 FOR 14.15 MILES TO A SIDE ROAD LEFT, TURN LEFT ABOUT 50
 CQ2967'FEET TO A FORK, TAKE LEFT FORK AND GO 0.95 MILE TO A CROSS
 CQ2967'ROAD, AT THIS POINT TURN LEFT AND GO 0.25 MILE TO THE AZIMUTH
 CQ2967'MARK ON THE RIGHT SIDE OF THE ROAD, CONTINUE STRAIGHT AHEAD
 CQ2967'FROM CROSS ROAD 0.2 MILE TO THE STATION ON THE LEFT AT EDGE
 CQ2967'OF FIELD.
 CQ2967'
 CQ2967'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CQ2967
 CQ2967                          STATION RECOVERY (1952)
 CQ2967
 CQ2967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2967'THE STATION WAS RECOVERED AND ALL MARKS WERE IN GOOD CONDITION.
 CQ2967'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CQ2967'
 CQ2967'THE STATION IS ABOUT 3 MILES WEST OF SUMMERFIELD, IN THE
 CQ2967'SOUTHEAST 1/4 OF SECTION 9, T 22 N, R 5 W AND ON LAND OWNED
 CQ2967'BY W.A. GRAY.  IT IS 35 FEET SOUTH OF THE CENTER OF A DIRT
 CQ2967'ROAD, 14 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD
 CQ2967'AND 9 FEET EAST OF A 4 IN X 4 IN WITNESS POST.
 CQ2967'
 CQ2967'TO REACH THE STATION FROM THE POST OFFICE IN SUMMERFIELD.
 CQ2967'GO NORTHWEST ON STATE HIGHWAY 70 FOR 2.8 MILES TO A CROSS
 CQ2967'ROAD.  TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 1.3 MILES
 CQ2967'TO A CROSS ROAD.  (THE AZIMUTH MARK IS 0.25 MILE SOUTH OF
 CQ2967'THIS POINT) TURN RIGHT AND GO WEST 0.2 MILE TO THE STATION
 CQ2967'ON THE LEFT.
 CQ2967'
 CQ2967'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2967'GRAY 1941.
 CQ2967'
 CQ2967'REFERENCE MARK 1 IS IN A CULTIVATED FIELD AND 96 FEET SOUTHWEST
 CQ2967'OF THE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CQ2967'IS STAMPED GRAY NO 1 1941.
 CQ2967'
 CQ2967'REFERENCE MARK 2 IS 88 FEET NORTH OF THE CENTER OF THE ROAD.
 CQ2967'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAY
 CQ2967'NO 2 1941.
 CQ2967'
 CQ2967'THE AZIMUTH MARK IS 15 FEET WEST OF THE CENTER OF A DIRT
 CQ2967'ROAD AND 2 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2967'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAY
 CQ2967'1941.
 CQ2967'
 CQ2967'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CQ2967
 CQ2967                          STATION RECOVERY (1957)
 CQ2967
 CQ2967'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957
 CQ2967'RECOVERED BY SEISMIC EXPLOR
 CQ2967'
 CQ2967'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 CQ2967'AZIMUTH MARK WAS DESTROYED BY ROAD GRADER WHILE WIDENING
 CQ2967'ROAD IN FALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2788 ***********************************************************************
 CQ2788  DESIGNATION -  GRAYSON
 CQ2788  PID         -  CQ2788
 CQ2788  STATE/COUNTY-  LA/CALDWELL
 CQ2788  USGS QUAD   -  CLARKS (1989)
 CQ2788
 CQ2788                         *CURRENT SURVEY CONTROL
 CQ2788  ___________________________________________________________________
 CQ2788* NAD 83(1992)-  32 03 42.65059(N)    092 09 34.43200(W)     ADJUSTED  
 CQ2788* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 CQ2788  ___________________________________________________________________
 CQ2788  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CQ2788  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ2788
 CQ2788  HORZ ORDER  -  FIRST
 CQ2788
 CQ2788.The horizontal coordinates were established by classical geodetic methods
 CQ2788.and adjusted by the National Geodetic Survey in January 1993..
 CQ2788
 CQ2788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2788
 CQ2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2788
 CQ2788.The geoid height was determined by GEOID03.
 CQ2788
 CQ2788;                    North         East     Units Scale Factor Converg.
 CQ2788;SPC LA N     -   173,220.436 1,032,144.521   MT  0.99991789   +0 10 48.0
 CQ2788;SPC LA N     -   568,307.38  3,386,294.15   sFT  0.99991789   +0 10 48.0
 CQ2788;UTM  15      - 3,547,599.913   579,331.548   MT  0.99967761   +0 26 46.2
 CQ2788
 CQ2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2788!SPC LA N     -   0.99999438  x   0.99991789  =   0.99991227
 CQ2788!UTM  15      -   0.99999438  x   0.99967761  =   0.99967199
 CQ2788
 CQ2788|---------------------------------------------------------------------|
 CQ2788| PID    Reference Object                     Distance      Geod. Az  |
 CQ2788|                                                           dddmmss.s |
 CQ2788| CY3697 GRAYSON RM 1                         30.904 METERS 03358     |
 CQ2788| CY3696 GRAYSON AZ MK                                      1143743.6 |
 CQ2788| CQ0824 P 127                                25.966 METERS 13056     |
 CQ2788|---------------------------------------------------------------------|
 CQ2788
 CQ2788                          SUPERSEDED SURVEY CONTROL
 CQ2788
 CQ2788  NAD 83(1986)-  32 03 42.66478(N)    092 09 34.42425(W) AD(       ) 1
 CQ2788  NAD 27      -  32 03 42.09365(N)    092 09 33.92965(W) AD(       ) 1
 CQ2788  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 CQ2788
 CQ2788.Superseded values are not recommended for survey control.
 CQ2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2788.See file dsdata.txt to determine how the superseded data were derived.
 CQ2788
 CQ2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7933247600(NAD 83)
 CQ2788_MARKER: DS = TRIANGULATION STATION DISK
 CQ2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2788
 CQ2788  HISTORY     - Date     Condition        Report By
 CQ2788  HISTORY     - 1971     MONUMENTED       NGS
 CQ2788
 CQ2788                          STATION DESCRIPTION
 CQ2788
 CQ2788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2788'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF COLUMBIA,
 CQ2788'3 MILES WEST-NORTHWEST OF GRAYSON, 2-1/2 MILES NORTHWEST OF
 CQ2788'CLARKS IN THE SOUTHEAST 1/4 OF SECTION 33, T 13 N, R 3 E AND
 CQ2788'ON PROPERTY OF THE CHURCH OF GOD, ROUTE 2, BOX 142, GRAYSON,
 CQ2788'LOUISIANA, 71435.  MR. MARSHALL HARRELSON WAS CONTACTED AND
 CQ2788'PERMISSION GRANTED TO BUILD OVER STATION.
 CQ2788'
 CQ2788'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 165 AND
 CQ2788'STATE HIGHWAY 126 IN GRAYSON, CROSS RAILROAD TRACKS AND GO WEST,
 CQ2788'NORTH AND WESTERLY ON STATE HIGHWAY 126 FOR 2.9 MILES TO THE
 CQ2788'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 126
 CQ2788'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CQ2788'
 CQ2788'STATION MARKS ARE STANDARD DISKS STAMPED GRAYSON 1971.  THE
 CQ2788'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2788'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET
 CQ2788'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 126, 45 FEET NORTHWEST
 CQ2788'OF THE NORTHWEST CORNER OF THE CHURCH BUILDING AND 27 FEET
 CQ2788'EAST-NORTHEAST OF A 16-INCH OAK TREE.  THE UNDERGROUND DISK IS
 CQ2788'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CQ2788'THE GROUND SURFACE.
 CQ2788'
 CQ2788'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAYSON NO 1 1971,
 CQ2788'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2788'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 CQ2788'NORTHEAST OF THE CENTER OF STATE HIGHWAY 126, 4 FEET SOUTHWEST
 CQ2788'OF A 6-INCH PINE TREE AND 2 FEET SOUTHEAST OF A METAL WITNESS
 CQ2788'POST WITH SIGN.
 CQ2788'
 CQ2788'BENCH MARK P 127 1950, A STANDARD DISK STAMPED P 127 1950,
 CQ2788'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2788'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 69
 CQ2788'FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 126, 7 FEET
 CQ2788'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH BUILDING
 CQ2788'AND 3 FEET WEST-NORTHWEST OF A 16-INCH PINE TREE.
 CQ2788'
 CQ2788'THE AZIMUTH MARK, A STANDARD DISK STAMPED GRAYSON 1971,
 CQ2788'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2788'FLUSH WITH THE GROUND SURFACE.  IT IS 130 FEET WEST-NORTHWEST
 CQ2788'OF A POWERLINE POLE WITH TRANSFORMER, 49 FEET NORTH-NORTHEAST
 CQ2788'OF THE CENTER OF STATE HIGHWAY 126 AND 2 FEET WEST OF A METAL
 CQ2788'WITNESS POST WITH SIGN.
 CQ2788'
 CQ2788'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0362 ***********************************************************************
 CQ0362  DESIGNATION -  GRAYSON CAP
 CQ0362  PID         -  CQ0362
 CQ0362  STATE/COUNTY-  LA/CALDWELL
 CQ0362  USGS QUAD   -  COLUMBIA (1989)
 CQ0362
 CQ0362                         *CURRENT SURVEY CONTROL
 CQ0362  ___________________________________________________________________
 CQ0362* NAD 83(1986)-  32 03 06.     (N)    092 06 30.     (W)     SCALED    
 CQ0362* NAVD 88     -        49.68   (+/-2cm)     163.0    (feet)  VERTCON   
 CQ0362  ___________________________________________________________________
 CQ0362  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ0362
 CQ0362  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0362
 CQ0362.The horizontal coordinates were scaled from a topographic map and have
 CQ0362.an estimated accuracy of +/- 6 seconds.
 CQ0362
 CQ0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0362.The vertical order pertains to the NGVD 29 superseded value.
 CQ0362
 CQ0362.The geoid height was determined by GEOID03.
 CQ0362
 CQ0362;                    North         East    Units  Estimated Accuracy
 CQ0362;SPC LA N     -   172,110.    1,036,990.      MT  (+/- 180 meters Scaled)
 CQ0362
 CQ0362                          SUPERSEDED SURVEY CONTROL
 CQ0362
 CQ0362  NGVD 29 (??/??/??)   49.697  (m)          163.05   (f) ADJUSTED    1 2
 CQ0362
 CQ0362.Superseded values are not recommended for survey control.
 CQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0362.See file dsdata.txt to determine how the superseded data were derived.
 CQ0362
 CQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR841465(NAD 83)
 CQ0362_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0362
 CQ0362  HISTORY     - Date     Condition        Report By
 CQ0362  HISTORY     - UNK      MONUMENTED       DOD
 CQ0362  HISTORY     - 1950     GOOD             CGS
 CQ0362  HISTORY     - 1966     GOOD             CGS
 CQ0362
 CQ0362                          STATION DESCRIPTION
 CQ0362
 CQ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0362'IN GRAYSON.
 CQ0362'AT GRAYSON, CALDWELL PARISH, ABOUT 900 FEET NORTH OF THE MISSOURI
 CQ0362'PACIFIC RAILROAD STATION, 97 FEET SOUTH OF MILEPOST 535, AT A CATTLE
 CQ0362'GAP, 241 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE, 104.5 FEET
 CQ0362'EAST OF THE NORTHEAST CORNER OF A BLOCK-TILE BUILDING, 75.5 FEET
 CQ0362'NORTHWEST OF A POWER-TRANSMISSION LINE POLE EAST OF U.S. HIGHWAY 165,
 CQ0362'64 FEET EAST OF THE CENTER LINE OF THE TRACK, 32 FEET WEST OF THE
 CQ0362'CENTER LINE OF THE HIGHWAY, AND 2.5 FEET NORTHWEST OF THE RIGHT-OF-WAY
 CQ0362'FENCE CORNER.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ0362'STANDARD CAP.
 CQ0362
 CQ0362                          STATION RECOVERY (1966)
 CQ0362
 CQ0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CQ0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2781 ***********************************************************************
 CQ2781  DESIGNATION -  GRAYSON MUN TANK
 CQ2781  PID         -  CQ2781
 CQ2781  STATE/COUNTY-  LA/CALDWELL
 CQ2781  USGS QUAD   -  COLUMBIA (1989)
 CQ2781
 CQ2781                         *CURRENT SURVEY CONTROL
 CQ2781  ___________________________________________________________________
 CQ2781* NAD 83(1992)-  32 03 12.47907(N)    092 06 35.61704(W)     ADJUSTED  
 CQ2781* NAVD 88     -                                                        
 CQ2781  ___________________________________________________________________
 CQ2781  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CQ2781  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ2781
 CQ2781  HORZ ORDER  -  THIRD
 CQ2781
 CQ2781.The horizontal coordinates were established by classical geodetic methods
 CQ2781.and adjusted by the National Geodetic Survey in January 1993..
 CQ2781
 CQ2781
 CQ2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2781
 CQ2781.The geoid height was determined by GEOID03.
 CQ2781
 CQ2781;                    North         East     Units Scale Factor Converg.
 CQ2781;SPC LA N     -   172,306.978 1,036,837.853   MT  0.99991754   +0 12 22.5
 CQ2781;SPC LA N     -   565,310.48  3,401,692.19   sFT  0.99991754   +0 12 22.5
 CQ2781;UTM  15      - 3,546,708.478   584,027.967   MT  0.99968707   +0 28 20.7
 CQ2781
 CQ2781                          SUPERSEDED SURVEY CONTROL
 CQ2781
 CQ2781  NAD 83(1986)-  32 03 12.49325(N)    092 06 35.60935(W) AD(       ) 4
 CQ2781  NAD 27      -  32 03 11.92214(N)    092 06 35.12000(W) AD(       ) 3
 CQ2781
 CQ2781.Superseded values are not recommended for survey control.
 CQ2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2781.See file dsdata.txt to determine how the superseded data were derived.
 CQ2781
 CQ2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8402846708(NAD 83)
 CQ2781_MARKER: 53 = ELEVATED TANK
 CQ2781
 CQ2781  HISTORY     - Date     Condition        Report By
 CQ2781  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2781  HISTORY     - 1990     GOOD             USPSQD
 CQ2781  HISTORY     - 1991     GOOD             USPSQD
 CQ2781
 CQ2781                          STATION DESCRIPTION
 CQ2781
 CQ2781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2781'STATION IS THE STEEL BALL AT TOP-CENTER OF THE GRAYSON
 CQ2781'MUNICIPAL WATER TANK WHICH IS A LARGE ROUND STEEL TANK, 150
 CQ2781'FEET IN HEIGHT, SILVER IN COLOR WITH THE WORD GRAYSON PRINTED IN
 CQ2781'BLACK LETTERS ON THE SIDE AND SUPPORTED BY 4-STEEL LEGS.
 CQ2781'
 CQ2781'LOCATED IN THE NORTHWEST SECTION OF GRAYSON, 500 FEET SOUTHWEST
 CQ2781'OF MAYES STREET AND 150 FEET NORTHWEST OF OAK STREET.
 CQ2781
 CQ2781                          STATION RECOVERY (1990)
 CQ2781
 CQ2781'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2781'RECOVERED IN GOOD CONDITION.
 CQ2781
 CQ2781                          STATION RECOVERY (1991)
 CQ2781
 CQ2781'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0880 ***********************************************************************
 AV0880  DESIGNATION -  GREEN
 AV0880  PID         -  AV0880
 AV0880  STATE/COUNTY-  LA/CAMERON
 AV0880  USGS QUAD   -  GREENS BAYOU (1982)
 AV0880
 AV0880                         *CURRENT SURVEY CONTROL
 AV0880  ___________________________________________________________________
 AV0880* NAD 83(1992)-  29 58 53.91104(N)    093 39 41.32963(W)     ADJUSTED  
 AV0880* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0880  ___________________________________________________________________
 AV0880  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AV0880  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AV0880
 AV0880  HORZ ORDER  -  SECOND
 AV0880
 AV0880.The horizontal coordinates were established by classical geodetic methods
 AV0880.and adjusted by the National Geodetic Survey in January 1993..
 AV0880
 AV0880.The orthometric height was scaled from a topographic map.
 AV0880
 AV0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0880
 AV0880.The geoid height was determined by GEOID03.
 AV0880
 AV0880;                    North         East     Units Scale Factor Converg.
 AV0880;SPC LA S     -   166,513.700   775,356.537   MT  0.99992580   -1 09 50.8
 AV0880;SPC LA S     -   546,303.70  2,543,815.57   sFT  0.99992580   -1 09 50.8
 AV0880;SPC TXSC     - 4,249,849.769 1,114,972.062   MT  0.99992677   +2 36 55.5
 AV0880;SPC TXSC     -13,943,048.78  3,658,037.51   sFT  0.99992677   +2 36 55.5
 AV0880;SPC TX C     - 3,054,221.266 1,343,499.730   MT  1.00003878   +3 26 11.0
 AV0880;SPC TX C     -10,020,390.94  4,407,798.70   sFT  1.00003878   +3 26 11.0
 AV0880;UTM  15      - 3,316,935.212   436,189.287   MT  0.99965024   -0 19 50.0
 AV0880
 AV0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0880!SPC LA S     -   1.00000412  x   0.99992580  =   0.99992992
 AV0880!SPC TXSC     -   1.00000412  x   0.99992677  =   0.99993089
 AV0880!SPC TX C     -   1.00000412  x   1.00003878  =   1.00004290
 AV0880!UTM  15      -   1.00000412  x   0.99965024  =   0.99965436
 AV0880
 AV0880|---------------------------------------------------------------------|
 AV0880| PID    Reference Object                     Distance      Geod. Az  |
 AV0880|                                                           dddmmss.s |
 AV0880| CV9830 GREEN RM 1                           17.250 METERS 07926     |
 AV0880| CV9829 GREEN RM                             12.985 METERS 11726     |
 AV0880| AV0864 NORTH OIL DERRICK                   APPROX.16.4 KM 1710855.6 |
 AV0880| CV9831 GREEN RM 2                           17.090 METERS 19735     |
 AV0880| BK3212 SPOIL                               APPROX. 8.5 KM 3522827.7 |
 AV0880|---------------------------------------------------------------------|
 AV0880
 AV0880                          SUPERSEDED SURVEY CONTROL
 AV0880
 AV0880  NAD 83(1986)-  29 58 53.93323(N)    093 39 41.31617(W) AD(       ) 2
 AV0880  NAD 27      -  29 58 53.17000(N)    093 39 40.72700(W) AD(       ) 2
 AV0880
 AV0880.Superseded values are not recommended for survey control.
 AV0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0880.See file dsdata.txt to determine how the superseded data were derived.
 AV0880
 AV0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3618916935(NAD 83)
 AV0880_MARKER: DD = SURVEY DISK
 AV0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0880
 AV0880  HISTORY     - Date     Condition        Report By
 AV0880  HISTORY     - 1933     MONUMENTED       USGS
 AV0880  HISTORY     - 1969     POOR             LOCENG
 AV0880
 AV0880                          STATION DESCRIPTION
 AV0880
 AV0880'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JCB)
 AV0880'STATION IS LOCATED ON THE S SIDE OF BLACK BAYOU, ABOUT 1.4
 AV0880'MILES E OF GREENS BAYOU, 1 MILE W OF RIGHT PRONG OF BLACK
 AV0880'BAYOU, WHICH LEADS TO STARKS CAMP AND STARKS NORTH CANAL
 AV0880'1.75 MILES E OF GRAYS CAMP.  AND ABOUT 1/8 MILE W OF A TRAPPERS
 AV0880'CABIN ON THE S SIDE OF BLACK BAYOU 25 FEET E OF THE MOUTH
 AV0880'OF A SMALL SLOUGH HAVING TWO LONE TREES ON OPPOSITE SIDES
 AV0880'OF ITS BANKS.  IT IS 18 FEET FROM S BANK OF BLACK BAYOU,
 AV0880'IN MARSH.
 AV0880'
 AV0880'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0880'IN THE TOP OF A SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0880'
 AV0880'STATION CAN ONLY BE REACHED BY BOAT.
 AV0880'
 AV0880'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AV0880
 AV0880                          STATION RECOVERY (1969)
 AV0880
 AV0880'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (FLD)
 AV0880'RECOVERED BY PAN AM PETRO
 AV0880'
 AV0880'STATION RECOVERED BUT IT IS LEANING BADLY.  STATION IS NOW
 AV0880'ABOUT 5 FT FROM SOUTH BANK OF BLACK BAYOU IN WATER.  REFERENCE
 AV0880'MARK 1 IS ABOUT 4 FT FROM SOUTH BANK OF BLACK BAYOU ON
 AV0880'LAND AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4862 ***********************************************************************
 BJ4862  DESIGNATION -  GREEN
 BJ4862  PID         -  BJ4862
 BJ4862  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4862  USGS QUAD   -  LAUREL HILL (1972)
 BJ4862
 BJ4862                         *CURRENT SURVEY CONTROL
 BJ4862  ___________________________________________________________________
 BJ4862* NAD 83(1992)-  30 53 29.25265(N)    091 16 14.91614(W)     ADJUSTED  
 BJ4862* NAVD 88     -        82.11   (+/-2cm)     269.4    (feet)  VERTCON   
 BJ4862  ___________________________________________________________________
 BJ4862  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BJ4862  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4862
 BJ4862  HORZ ORDER  -  FIRST
 BJ4862  VERT ORDER  -  THIRD ? (See Below)
 BJ4862
 BJ4862.The horizontal coordinates were established by classical geodetic methods
 BJ4862.and adjusted by the National Geodetic Survey in May 1994..
 BJ4862
 BJ4862.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4862.The vertical order pertains to the NGVD 29 superseded value.
 BJ4862
 BJ4862.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4862
 BJ4862.The geoid height was determined by GEOID03.
 BJ4862
 BJ4862;                    North         East     Units Scale Factor Converg.
 BJ4862;SPC LA S     -   265,091.822 1,005,978.270   MT  1.00004632   +0 01 52.5
 BJ4862;SPC LA S     -   869,722.09  3,300,447.04   sFT  1.00004632   +0 01 52.5
 BJ4862;SPC MS W     -   154,620.058   610,368.305   MT  1.00004906   -0 28 52.8
 BJ4862;SPC MS W     -   507,282.64  2,002,516.68   sFT  1.00004906   -0 28 52.8
 BJ4862;UTM  15      - 3,418,853.692   665,277.589   MT  0.99993697   +0 53 16.8
 BJ4862
 BJ4862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4862!SPC LA S     -   0.99999138  x   1.00004632  =   1.00003770
 BJ4862!SPC MS W     -   0.99999138  x   1.00004906  =   1.00004044
 BJ4862!UTM  15      -   0.99999138  x   0.99993697  =   0.99992835
 BJ4862
 BJ4862:                Primary Azimuth Mark                     Grid Az
 BJ4862:SPC LA S     -  GREEN AZ MK                              070 27 14.0
 BJ4862:SPC MS W     -  GREEN AZ MK                              070 57 59.3
 BJ4862:UTM  15      -  GREEN AZ MK                              069 35 49.7
 BJ4862
 BJ4862|---------------------------------------------------------------------|
 BJ4862| PID    Reference Object                     Distance      Geod. Az  |
 BJ4862|                                                           dddmmss.s |
 BJ4862| CW1435 GREEN AZ MK                                        0702906.5 |
 BJ4862| CW1436 GREEN RM 1                           34.282 METERS 10510     |
 BJ4862| BJ4694 JACKSON EAST LA ST HOSP TANK        APPROX. 8.6 KM 1391658.0 |
 BJ4862| BJ4691 JACKSON E LA ST HOSP ADM DOME       APPROX. 8.5 KM 1392832.0 |
 BJ4862| BJ4693 JACKSON E LA STATE HOSP SPIPE       APPROX. 8.6 KM 1393504.2 |
 BJ4862| CW1437 GREEN RM 2                           51.288 METERS 16746     |
 BJ4862| BJ4863 GREEN RM 3                           18.324 METERS 31003     |
 BJ4862| BW2463 WOODVILLE MUNICIPAL TANK            APPROX.23.7 KM 3533336.9 |
 BJ4862|---------------------------------------------------------------------|
 BJ4862
 BJ4862                          SUPERSEDED SURVEY CONTROL
 BJ4862
 BJ4862  NAD 83(1992)-  30 53 29.25498(N)    091 16 14.91730(W) AD(       ) 1
 BJ4862  NAD 83(1986)-  30 53 29.26928(N)    091 16 14.91115(W) AD(       ) 1
 BJ4862  NAD 27      -  30 53 28.62122(N)    091 16 14.51703(W) AD(       ) 1
 BJ4862  NGVD 29 (07/19/86)   82.07   (m)          269.3    (f) LEVELING    3  
 BJ4862
 BJ4862.Superseded values are not recommended for survey control.
 BJ4862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4862.See file dsdata.txt to determine how the superseded data were derived.
 BJ4862
 BJ4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6527818854(NAD 83)
 BJ4862_MARKER: DS = TRIANGULATION STATION DISK
 BJ4862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4862
 BJ4862  HISTORY     - Date     Condition        Report By
 BJ4862  HISTORY     - 1939     MONUMENTED       CGS
 BJ4862  HISTORY     - 1955     GOOD             CGS
 BJ4862  HISTORY     - 1964     GOOD             USGS
 BJ4862  HISTORY     - 1965     GOOD             USGS
 BJ4862  HISTORY     - 1970     GOOD             NGS
 BJ4862
 BJ4862                          STATION DESCRIPTION
 BJ4862
 BJ4862'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4862'STATION IS 4.5 MILES E OF WAKEFIELD, AND 3 MILES W AND 3.75
 BJ4862'MILES N OF JACKSON.  IT IS APPROXIMATELY 100 YARDS E OF A
 BJ4862'CHURCH, 108 FEET N OF THE CENTER LINE OF A ROAD, 50 FEET N OF
 BJ4862'A FENCE LINE, AND 58 FEET NW OF A TRIANGULAR-BLAZED OAK TREE.
 BJ4862'THE MARK PROJECTS 6 INCHES ABOVE GROUND AND
 BJ4862'IS STAMPED GREEN 1939.
 BJ4862'
 BJ4862'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4862'BRONZE DISKS SET IN CONCRETE.
 BJ4862'
 BJ4862'AZIMUTH MARK IS 0.25 MILE ESE OF THE STATION AT THE SE CORNER
 BJ4862'OF A FARMYARD, 4 FEET SSW OF A RAIL FENCE CORNER, AND 21 FEET
 BJ4862'NW OF THE W EDGE OF A BANK.  THE MARK PROJECTS 4
 BJ4862'INCHES ABOVE GROUND AND IS STAMPED GREEN 1939.
 BJ4862'
 BJ4862'REFERENCE MARK NO. 1 IS 34.282 METERS (112.48 FEET) ESE OF THE
 BJ4862'STATION, IN THE N RIGHT-OF-WAY FENCE LINE, 49 FEET N OF THE
 BJ4862'CENTER LINE OF THE ROAD, 21 FEET N OF THE BANK OF DITCH, AND 16
 BJ4862'FEET W OF A 2-FOOT PINE TREE.  THE MARK PROJECTS 8
 BJ4862'INCHES ABOVE GROUND AND IS STAMPED GREEN NO. 1 1939.  REFERENCE
 BJ4862'MARK NO. 2 IS 51.288 METERS (168.27 FEET) SSW OF THE
 BJ4862'STATION, IN THE S RIGHT-OF-WAY FENCE LINE, AND 15 FEET S
 BJ4862'OF THE CENTER LINE OF THE ROAD.  THE MARK
 BJ4862'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED GREEN NO.
 BJ4862'2 1939.
 BJ4862'
 BJ4862'A 77-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT ALLAIN
 BJ4862'1929.
 BJ4862'
 BJ4862'A 64-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT WALKER
 BJ4862'1929.
 BJ4862'
 BJ4862'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT STOCKERT.
 BJ4862'
 BJ4862'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT PISGAH.
 BJ4862'
 BJ4862'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT HARANG.
 BJ4862'
 BJ4862'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT JACKSON.
 BJ4862'
 BJ4862'TO REACH THE STATION FROM THE POST OFFICE IN JACKSON, GO W
 BJ4862'ON LOUISIANA HIGHWAY 35 FOR 1.55 MILES TO A T-ROAD AT THE
 BJ4862'RIGHT, JUST BEFORE REACHING A THROUGH TRUSS BRIDGE, TURN RIGHT
 BJ4862'ON THE T-ROAD AND GO 2.8 MILES TO A FORK, TAKE THE RIGHT FORK
 BJ4862'AND GO 0.45 MILES TO A FORK, TAKE THE LEFT FORK AND GO 1.35
 BJ4862'MILES TO A CROSS ROAD, TURN RIGHT AT THE CROSS ROAD, PASS BY A
 BJ4862'CHURCH, AND GO 0.1 MILE TO THE STATION ON THE LEFT IN THE
 BJ4862'SW CORNER OF A CLEARED FIELD.
 BJ4862'
 BJ4862'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4862
 BJ4862                          STATION RECOVERY (1955)
 BJ4862
 BJ4862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4862'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4862'CONDITION.  THE 1939 DESCRIPTION BY F.B.Q. IS ADEQUATE.
 BJ4862
 BJ4862                          STATION RECOVERY (1964)
 BJ4862
 BJ4862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 BJ4862'REVISED DESCRIPTION ON ANGLE OF R.M. 2--DIRECTION OF R.M. 2
 BJ4862'IS 295 DEG 42 MIN 57 SEC INSTEAD OF 259 DEG 42 MIN 57 SEC.
 BJ4862
 BJ4862                          STATION RECOVERY (1965)
 BJ4862
 BJ4862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ4862'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4862
 BJ4862                          STATION RECOVERY (1970)
 BJ4862
 BJ4862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4862'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE AZIMUTH MARK
 BJ4862'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BJ4862'
 BJ4862'THE STATION MARK IS NOW UNDER POWERLINE.  REFERENCE MARK NUMBER 3 WAS
 BJ4862'ESTABLISHED AND OCCUPIED AT THIS DATE.
 BJ4862'
 BJ4862'REFERENCE MARK NUMBER 1 IS OBSTRUCTED BY A SMALL BUILDING AND COULD
 BJ4862'NOT BE OBSERVED AT THIS DATE.
 BJ4862'
 BJ4862'REFERENCE MARK NUMBER 2 IS OBSTRUCTED BY A CATTLE CORRAL AND COULD
 BJ4862'NOT BE OBSERVED AT THIS DATE.
 BJ4862'
 BJ4862'THE LOCATION OF THE STATION IS ADEQUATE.  A NEW ROUTE TO THE STATION
 BJ4862'FOLLOWS--TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ4862'421 AND 10, WEST OF JACKSON.  GO WEST ON STATE HIGHWAY 10 FOR 0.65
 BJ4862'MILE TO A SURFACED ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 BJ4862'SURFACED ROAD FOR 4.6 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT
 BJ4862'AND NORTHEAST PASSING THE PLEASENT GREEN BAPTIST CHURCH ON THE LEFT
 BJ4862'AND GO 0.1 MILE TO AN OVERHEAD POWERLINE THAT CROSS THE ROAD AND
 BJ4862'REFERENCE MARK NUMBER 2 ON THE RIGHT.  (CONTINUE NORTHEAST ON
 BJ4862'GRAVELED ROAD FOR ABOUT 50 YARDS TO FORKS, TAKE LEFT FORK (OLD
 BJ4862'ROAD) AND GO NORTHEAST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 BJ4862'LEFT ON TOP OF CUT BANK).  TURN LEFT ON FIELD ROAD AND GO ABOUT 30
 BJ4862'YARDS TO LOCKED GATE, PASS THRU GATE AND GO NORTH 66.5 FEET TO
 BJ4862'STATION.
 BJ4862'
 BJ4862'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GREEN 1939 NO 3 1970,
 BJ4862'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4862'FLUSH WITH THE GROUND.  IT IS 109 FEET NORTH-NORTHWEST OF THE
 BJ4862'CENTER OF A LOCKED GATE AND 16.8 FEET NORTH OF THE NORTHEAST
 BJ4862'CORNER OF A SMALL FRAME BUILDING.  THE UNDERGROUND DISK IS SET IN
 BJ4862'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 BJ4862'GROUND.
 BJ4862'
 BJ4862'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4862'
 BJ4862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 BJ4862'NORTHWEST OF JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2773 ***********************************************************************
 BK2773  DESIGNATION -  GREEN
 BK2773  PID         -  BK2773
 BK2773  STATE/COUNTY-  LA/LAFAYETTE
 BK2773  USGS QUAD   -  DUSON (1983)
 BK2773
 BK2773                         *CURRENT SURVEY CONTROL
 BK2773  ___________________________________________________________________
 BK2773* NAD 83(1992)-  30 11 42.45624(N)    092 12 33.45998(W)     ADJUSTED  
 BK2773* NAVD 88     -         9.1  **(meters)      30.   **(feet)  VERTCON   
 BK2773  **This station is located in a subsidence area (see below).
 BK2773  ___________________________________________________________________
 BK2773  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK2773  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2773
 BK2773  HORZ ORDER  -  SECOND
 BK2773
 BK2773.The horizontal coordinates were established by classical geodetic methods
 BK2773.and adjusted by the National Geodetic Survey in January 1993..
 BK2773
 BK2773 ** The orthometric height has not been validated since last determined
 BK2773 ** by differential leveling and should not be used for control purposes.
 BK2773 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2773 ** area with valid NAVD 88 orthometric heights.
 BK2773 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2773 ** epoch indicated which incorporates improved geoid heights for the
 BK2773 ** Southern Louisiana Subsidence area.
 BK2773 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2773
 BK2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2773
 BK2773.The geoid height was determined by GEOID03.
 BK2773
 BK2773;                    North         East     Units Scale Factor Converg.
 BK2773;SPC LA S     -   188,217.832   915,654.210   MT  0.99993147   -0 26 16.8
 BK2773;SPC LA S     -   617,511.34  3,004,108.85   sFT  0.99993147   -0 26 16.8
 BK2773;UTM  15      - 3,340,671.453   576,113.289   MT  0.99967147   +0 23 51.7
 BK2773
 BK2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2773!SPC LA S     -   1.00000286  x   0.99993147  =   0.99993433
 BK2773!UTM  15      -   1.00000286  x   0.99967147  =   0.99967433
 BK2773
 BK2773|---------------------------------------------------------------------|
 BK2773| PID    Reference Object                     Distance      Geod. Az  |
 BK2773|                                                           dddmmss.s |
 BK2773| BK2772 GREEN LDH 1969 A                     21.594 METERS 02941     |
 BK2773| CW1439 GREEN RM 1                           13.388 METERS 04629     |
 BK2773| CW1438 GREEN AZ MK                                        0875504.5 |
 BK2773| CW1440 GREEN RM 2                           12.900 METERS 22529     |
 BK2773| BK2779 RAYNE CABLE TV MAST                 APPROX. 5.4 KM 3334852.1 |
 BK2773|---------------------------------------------------------------------|
 BK2773
 BK2773                          SUPERSEDED SURVEY CONTROL
 BK2773
 BK2773  NAD 83(1986)-  30 11 42.47434(N)    092 12 33.45458(W) AD(       ) 2
 BK2773  NAD 27      -  30 11 41.74028(N)    092 12 32.99724(W) AD(       ) 2
 BK2773  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 BK2773
 BK2773.Superseded values are not recommended for survey control.
 BK2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2773.See file dsdata.txt to determine how the superseded data were derived.
 BK2773
 BK2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7611340671(NAD 83)
 BK2773_MARKER: DD = SURVEY DISK
 BK2773_SETTING: 0 = UNSPECIFIED SETTING
 BK2773
 BK2773  HISTORY     - Date     Condition        Report By
 BK2773  HISTORY     - 1969     MONUMENTED       LADH
 BK2773  HISTORY     - 19950330 GOOD             USPSQD
 BK2773
 BK2773                          STATION DESCRIPTION
 BK2773
 BK2773'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK2773'THE STATION IS LOCATED 7 MILES SOUTHWEST OF SCOTT AND 5 MILES
 BK2773'SOUTHEAST OF RAYNE, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BK2773'HIGHWAYS.  IT IS 103.0 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 BK2773'OF STATE HIGHWAY 720 AND STATE HIGHWAY 719, 76.50 FEET SOUTH OF
 BK2773'THE CENTERLINE OF STATE HIGHWAY 720, 70.70 FEET EAST OF THE
 BK2773'CENTERLINE OF STATE HIGHWAY 719, 76.50 FEET SOUTHWEST OF A FENCE
 BK2773'CORNER, 47.0 FEET NORTHEAST OF A FENCE CORNER, AND A CONCRETE
 BK2773'RIGHT OF WAY MARKER, 2.50 FEET NORTHWEST OF A FENCE, AND 2.00 FEET
 BK2773'NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA
 BK2773'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED
 BK2773'GREEN 1969 PROJECTING 2 INCHES.
 BK2773'
 BK2773'REFERENCE MARK NO. 1 IS 43.92 FEET SOUTHWEST OF THE STATION.  IT IS
 BK2773'106.40 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 720, 89.40 FEET
 BK2773'SOUTHWEST OF A FENCE CORNER AND CONCRETE RIGHT OF WAY MARKER, 41.40
 BK2773'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 719, 34.0 FEET
 BK2773'NORTHEAST OF A CORNER OF A FENCE AND A RIGHT OF WAY MARKER, AND 2.00
 BK2773'FEET NORTHWEST OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF
 BK2773'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED GREEN R. M.
 BK2773'NO. 1 1969, PROJECTING 2 INCHES.
 BK2773'
 BK2773'REFERENCE MARK NO. 2 IS 42.32 FEET NORTHEAST OF THE STATION.  IT IS
 BK2773'120.50 FEET NORTHEAST OF A FENCE CORNER AND A CONCRETE RIGHT OF WAY
 BK2773'MARKER, 111.80 FEET EAST-SOUTH-EAST OF THE JUNCTION OF STATE
 BK2773'HIGHWAY 720 AND STATE HIGHWAY 719, 102.0 FEET EAST OF THE
 BK2773'CENTERLINE OF STATE HIGHWAY 719, 46.70 FEET SOUTH OF THE CENTERLINE
 BK2773'OF STATE HIGHWAY 720.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2773'COAST AND GEODETIC SURVEY DISK STAMPED GREEN R. M. NO. 2 1969,
 BK2773'PROJECTING 2 INCHES.
 BK2773'
 BK2773'THE AZIMUTH MARK IS 0.40 MILE NORTHEAST OF THE STATION.  IT IS 44.20
 BK2773'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 720, 204.70 FEET WEST
 BK2773'OF THE CENTER OF A GRAVEL DRIVE, 2.30 FEET SOUTH OF A FENCE, AND
 BK2773'1.50 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 BK2773'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BK2773'DISK STAMPED GREEN AZ. MK. 1969, PROJECTING 2 INCHES.
 BK2773'
 BK2773'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG STATE
 BK2773'HIGHWAY 720, FOR 0.40 MILE TO A MARK SET NORTH OF THE HIGHWAY NEAR
 BK2773'A FENCE.
 BK2773'
 BK2773'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK2773'HIGHWAY 98 IN RAYNE, DRIVE EAST ALONG U. S. HIGHWAY 90 FOR 3.60
 BK2773'MILES TO THE JUNCTION WITH STATE HIGHWAY 719, THEN DRIVE SOUTH ALONG
 BK2773'STATE HIGHWAY 719 FOR 2.60 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BK2773'720, THE STATION IS SET IN THE SOUTHEAST QUADRANT OF THE JUNCTION
 BK2773'NEAR A FENCE.
 BK2773
 BK2773                          STATION RECOVERY (1995)
 BK2773
 BK2773'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3024 ***********************************************************************
 BK3024  DESIGNATION -  GREEN
 BK3024  PID         -  BK3024
 BK3024  STATE/COUNTY-  LA/BEAUREGARD
 BK3024  USGS QUAD   -  DRY CREEK (1975)
 BK3024
 BK3024                         *CURRENT SURVEY CONTROL
 BK3024  ___________________________________________________________________
 BK3024* NAD 83(1992)-  30 41 35.84698(N)    093 06 16.79973(W)     ADJUSTED  
 BK3024* NAVD 88     -        44.6    (meters)     146.     (feet)  VERTCON   
 BK3024  ___________________________________________________________________
 BK3024  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK3024  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK3024
 BK3024  HORZ ORDER  -  FIRST
 BK3024
 BK3024.The horizontal coordinates were established by classical geodetic methods
 BK3024.and adjusted by the National Geodetic Survey in January 1993..
 BK3024
 BK3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3024
 BK3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3024
 BK3024.The geoid height was determined by GEOID03.
 BK3024
 BK3024;                    North         East     Units Scale Factor Converg.
 BK3024;SPC LA S     -   244,431.287   830,298.104   MT  0.99999858   -0 53 08.5
 BK3024;SPC LA S     -   801,938.31  2,724,069.70   sFT  0.99999858   -0 53 08.5
 BK3024;UTM  15      - 3,395,616.334   489,976.053   MT  0.99960124   -0 03 12.3
 BK3024
 BK3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3024!SPC LA S     -   0.99999726  x   0.99999858  =   0.99999584
 BK3024!UTM  15      -   0.99999726  x   0.99960124  =   0.99959850
 BK3024
 BK3024|---------------------------------------------------------------------|
 BK3024| PID    Reference Object                     Distance      Geod. Az  |
 BK3024|                                                           dddmmss.s |
 BK3024| CV7657 GREEN RM 1                           29.278 METERS 05420     |
 BK3024| BK3043 LONGVILLE LOOKOUT TOWER             APPROX.12.9 KM 2513704.4 |
 BK3024| CV7659 GREEN RM 3                                         2724233.1 |
 BK3024| CV7658 GREEN RM 2                           25.398 METERS 31158     |
 BK3024|---------------------------------------------------------------------|
 BK3024
 BK3024                          SUPERSEDED SURVEY CONTROL
 BK3024
 BK3024  NAD 83(1986)-  30 41 35.86594(N)    093 06 16.79187(W) AD(       ) 1
 BK3024  NAD 27      -  30 41 35.15745(N)    093 06 16.22438(W) AD(       ) 1
 BK3024  NGVD 29 (07/19/86)   44.6    (m)          146.     (f) VERT ANG       
 BK3024
 BK3024.Superseded values are not recommended for survey control.
 BK3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3024.See file dsdata.txt to determine how the superseded data were derived.
 BK3024
 BK3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8997695616(NAD 83)
 BK3024_MARKER: DS = TRIANGULATION STATION DISK
 BK3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3024
 BK3024  HISTORY     - Date     Condition        Report By
 BK3024  HISTORY     - 1974     MONUMENTED       NGS
 BK3024
 BK3024                          STATION DESCRIPTION
 BK3024
 BK3024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3024'STATION IS ABOUT 4 MILES NORTHWEST OF DRY CREEK, 2-1/4 MILES SOUTH
 BK3024'OF THE SOUTH END OF LAKE BUNDICK, 1 MILE SOUTHWEST OF STATE HIGHWAY
 BK3024'394, 1/4 MILE EAST OF A GAS PIPELINE RIGHT-OF-WAY, 1/4 MILE WEST OF
 BK3024'A SHARP CURVE IN A GRAVELED ROAD, ALONG THE SOUTH SIDE OF THE
 BK3024'GRAVELED ROAD AND ON PROPERTY OWNED BY MRS. EVIE E. WILBUR.
 BK3024'PERMISSION WAS GRANTED BY MR. SETH Z. GREEN (BROTHER OF MRS.
 BK3024'WILBUR), ROUTE 2 BOX 278, DERIDDER, LOUISIANA.  PHONE NUMBER
 BK3024'328-2922.
 BK3024'
 BK3024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 113 AND 394
 BK3024'AND THE POST OFFICE IN DRY CREEK, GO WEST AND NORTHWEST ON HIGHWAY
 BK3024'394 FOR 2.55 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 BK3024'WEST ON THE GRAVELED ROAD FOR 1.5 MILES TO A T-JUNCTION.  TURN
 BK3024'RIGHT AND GO NORTH AND WEST ON A GRAVELED ROAD FOR 0.45 MILE TO THE
 BK3024'SUMMIT OF A SMALL HILL, A WIRE GATE ON THE LEFT AND THE STATION ON
 BK3024'THE LEFT AS DESCRIBED.
 BK3024'
 BK3024'THE STATION MARKS ARE STANDARD DISKS STAMPED GREEN 1974.  THE
 BK3024'SURFACE MARK IS SET IN A ROUND CONCRETE POST ABOUT 12 INCHES BELOW
 BK3024'THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 BK3024'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND.  THEY ARE 91
 BK3024'FEET SOUTHEAST OF A POWER POLE, 84 FEET SOUTHWEST OF CENTER OF THE
 BK3024'WIRE GATE, 77 FEET SOUTH OF CENTER OF THE GRAVELED ROAD, 58 FEET
 BK3024'SOUTH OF A FENCE LINE AND 31 FEET WEST OF A CLUMP OF CHINKAPIN
 BK3024'BUSHES.
 BK3024'
 BK3024'REFERENCE MARK 1, STAMPED GREEN NO 1 1974, IS A STANDARD DISK SET IN
 BK3024'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 150 FEET EAST OF
 BK3024'THE POWER POLE, 21 FEET SOUTH OF CENTER OF THE GRAVELED ROAD, 17
 BK3024'FEET EAST OF CENTER OF THE WIRE GATE AND 2 FEET SOUTH OF A METAL
 BK3024'WITNESS POST AND FENCE LINE.
 BK3024'
 BK3024'REFERENCE MARK 2, STAMPED GREEN NO 2 1974, IS A STANDARD DISK SET IN
 BK3024'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 123 FEET WEST OF
 BK3024'CENTER OF THE WIRE GATE, 21 FEET SOUTH OF CENTER OF THE GRAVELED
 BK3024'ROAD, 10.5 FEET EAST OF THE POWER POLE AND 2 FEET SOUTH OF A
 BK3024'METAL WITNESS POST AND FENCE LINE.
 BK3024'
 BK3024'REFERENCE MARK 3, STAMPED GREEN AZ NO 3 1974, IS A STANDARD DISK SET
 BK3024'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 BK3024'GROUND.  IT IS 129 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE
 BK3024'WHICH ENCLOSES A GAS LINE JUNCTION, 32 FEET EAST OF THE EAST END
 BK3024'OF A CULVERT.  25 FEET SOUTH OF CENTER OF THE GRAVELED ROAD, 6
 BK3024'FEET EAST OF A GAS PIPELINE WITNESS POST AND 2 FEET SOUTH OF A
 BK3024'METAL WITNESS POST.
 BK3024'
 BK3024'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON THE GRAVELED
 BK3024'ROAD FOR 0.25 MILE TO A GAS LINE CROSSING AND THE MARK ON THE LEFT
 BK3024'AS DESCRIBED.
 BK3024'
 BK3024'NEAREST TOWN--DRY CREEK.
 BK3024'
 BK3024'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3110 ***********************************************************************
 CQ3110  DESIGNATION -  GREEN
 CQ3110  PID         -  CQ3110
 CQ3110  STATE/COUNTY-  LA/RED RIVER
 CQ3110  USGS QUAD   -  HARMON (1980)
 CQ3110
 CQ3110                         *CURRENT SURVEY CONTROL
 CQ3110  ___________________________________________________________________
 CQ3110* NAD 83(1992)-  32 00 14.98328(N)    093 24 07.67432(W)     ADJUSTED  
 CQ3110* NAVD 88     -        70.0    (meters)     230.     (feet)  VERTCON   
 CQ3110  ___________________________________________________________________
 CQ3110  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CQ3110  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3110
 CQ3110  HORZ ORDER  -  FIRST
 CQ3110
 CQ3110.The horizontal coordinates were established by classical geodetic methods
 CQ3110.and adjusted by the National Geodetic Survey in January 1993..
 CQ3110
 CQ3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3110
 CQ3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3110
 CQ3110.The geoid height was determined by GEOID03.
 CQ3110
 CQ3110;                    North         East     Units Scale Factor Converg.
 CQ3110;SPC LA N     -   167,128.663   914,766.742   MT  0.99991587   -0 28 37.0
 CQ3110;SPC LA N     -   548,321.29  3,001,197.22   sFT  0.99991587   -0 28 37.0
 CQ3110;UTM  15      - 3,540,967.663   462,018.085   MT  0.99961779   -0 12 47.2
 CQ3110
 CQ3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3110!SPC LA N     -   0.99999307  x   0.99991587  =   0.99990894
 CQ3110!UTM  15      -   0.99999307  x   0.99961779  =   0.99961086
 CQ3110
 CQ3110|---------------------------------------------------------------------|
 CQ3110| PID    Reference Object                     Distance      Geod. Az  |
 CQ3110|                                                           dddmmss.s |
 CQ3110| CX5928 GREEN RM 1                           21.460 METERS 05842     |
 CQ3110| CQ3096 BARE RM 3                           APPROX.19.1 KM 0642118.1 |
 CQ3110| CQ3097 MARTIN ATT MICROWAVE KLW 26         APPROX.18.9 KM 0651525.7 |
 CQ3110| CQ3105 COUSHATTA MUNICIPAL TANK            APPROX. 5.6 KM 0755546.6 |
 CQ3110| CX5927 GREEN AZ MK                                        1770925.2 |
 CQ3110| BX3002 DESOTO LOT                          APPROX.16.3 KM 2551212.7 |
 CQ3110| CQ3152 NABOR                               APPROX.15.3 KM 2775119.2 |
 CQ3110| CX5929 GREEN RM 2                           29.070 METERS 30855     |
 CQ3110|---------------------------------------------------------------------|
 CQ3110
 CQ3110                          SUPERSEDED SURVEY CONTROL
 CQ3110
 CQ3110  NAD 83(1986)-  32 00 14.99637(N)    093 24 07.66846(W) AD(       ) 1
 CQ3110  NAD 27      -  32 00 14.41538(N)    093 24 07.04023(W) AD(       ) 1
 CQ3110  NGVD 29 (07/19/86)   70.1    (m)          230.     (f) VERT ANG       
 CQ3110
 CQ3110.Superseded values are not recommended for survey control.
 CQ3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3110.See file dsdata.txt to determine how the superseded data were derived.
 CQ3110
 CQ3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6201840968(NAD 83)
 CQ3110_MARKER: DS = TRIANGULATION STATION DISK
 CQ3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3110
 CQ3110  HISTORY     - Date     Condition        Report By
 CQ3110  HISTORY     - 1969     MONUMENTED       CGS
 CQ3110  HISTORY     - 1971     GOOD             NGS
 CQ3110  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ3110
 CQ3110                          STATION DESCRIPTION
 CQ3110
 CQ3110'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3110'THE STATION IS 18 MILES EAST-SOUTHEAST OF MANSFIELD, 14 MILES
 CQ3110'NORTHEAST OF PLEASANT HILL, 5 MILES SOUTHWEST OF EDGEFIELD AND
 CQ3110'4 MILES WEST-SOUTHWEST OF COUSHATTA, IN THE CENTER OF A TRAFFIC
 CQ3110'CIRCLE ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY, AND ON
 CQ3110'PROPERTY OWNED BY MR. MARTIN GREEN.
 CQ3110'
 CQ3110'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84, STATE
 CQ3110'HIGHWAY 1 AND A PAVED ROAD IN ARMISTEAD, GO WEST ON THE PAVED ROAD
 CQ3110'FOR 0.05 MILE TO RAILROAD TRACKS.  CROSS THE RAILROAD TRACKS
 CQ3110'AND CONTINUE WEST ON THE PAVED ROAD FOR 0.95 MILE TO A
 CQ3110'FORK.  TAKE THE LEFT FORK, MAIN ROAD, AND GO SOUTHWEST FOR 0.6
 CQ3110'MILE TO A GRAVELED SIDE ROAD ON THE RIGHT.  TURN SHARP RIGHT AND
 CQ3110'GO NORTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE STATION IN
 CQ3110'THE TRAFFIC CIRCLE.
 CQ3110'
 CQ3110'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1969, SET IN
 CQ3110'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ3110'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 93 FEET
 CQ3110'SOUTH-SOUTHEAST OF A 30-INCH PINE TREE, 89.5 FEET SOUTHEAST OF A
 CQ3110'POWER POLE WITH TRANSFORMER, 73 FEET WEST OF THE NORTHWEST
 CQ3110'CORNER OF A SMALL HOUSE AND 38 FEET SOUTHWEST OF A POWER POLE.
 CQ3110'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 CQ3110'INCHES BELOW THE SURFACE OF THE GROUND.
 CQ3110'
 CQ3110'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GREEN NO 1 1969,
 CQ3110'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3110'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 61.5
 CQ3110'FEET SOUTHEAST OF THE 30-INCH PINE TREE, 36.5 FEET
 CQ3110'EAST-NORTHEAST OF THE POWER POLE AND 1 FOOT WEST OF A FENCE.
 CQ3110'
 CQ3110'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GREEN NO 2
 CQ3110'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3110'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CQ3110'41.5 FEET SOUTHWEST OF THE POWER POLE WITH TRANSFORMER, 7 FEET
 CQ3110'NORTH OF THE SOUTHEAST CORNER OF A METAL SHED AND 1 FOOT EAST OF
 CQ3110'THE METAL SHED.
 CQ3110'
 CQ3110'NOTE--THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 CQ3110'
 CQ3110'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 CQ3110
 CQ3110                          STATION RECOVERY (1971)
 CQ3110
 CQ3110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ3110'ALL MARKS MEASURED WITH A 30 METER TAPE 5 KGS. TENSION.
 CQ3110'
 CQ3110'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 CQ3110'
 CQ3110'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 CQ3110'IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 CQ3110'DATE.
 CQ3110'
 CQ3110'THE HORIZONTAL DIRECTIONS AND THE DISTANCE TO THE RMS CHECKED THE
 CQ3110'1969 DATA ADEQUATELY.
 CQ3110'
 CQ3110'THE 1969 DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
 CQ3110'
 CQ3110'THE STATION IS ON LAND OWNED BY MR. MARTIN GREEN, ROUTE 4, BOX 24A,
 CQ3110'COUSHATTA, LOUISIANA, 71019.
 CQ3110'
 CQ3110'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 CQ3110'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 CQ3110'
 CQ3110'THE AZIMUTH MARK, A STANDARD DISK STAMPED GREEN 1969 1971, IS SET IN
 CQ3110'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 CQ3110'INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET SOUTHEAST OF A
 CQ3110'FENCE CORNER, 30 FEET NORTHEAST OF A 14-INCH PINE TREE, 24 FEET
 CQ3110'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET
 CQ3110'SOUTHWEST OF A FENCE.
 CQ3110'
 CQ3110'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR GREEN 1969.
 CQ3110'
 CQ3110'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 CQ3110'WEST-SOUTHWEST OF COUSHATTA.
 CQ3110'
 CQ3110'HEIGHT OF LIGHT ABOVE STATION MARK 72.8 FEET.
 CQ3110
 CQ3110                          STATION RECOVERY (1997)
 CQ3110
 CQ3110'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6265 ***********************************************************************
 AH6265  DESIGNATION -  GREEN
 AH6265  PID         -  AH6265
 AH6265  STATE/COUNTY-  LA/TERREBONNE
 AH6265  USGS QUAD   -  HUMPHREYS (1980)
 AH6265
 AH6265                         *CURRENT SURVEY CONTROL
 AH6265  ___________________________________________________________________
 AH6265* NAD 83(1992)-  29 33 39.09364(N)    090 46 43.18635(W)     ADJUSTED  
 AH6265* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6265  **This station is located in a subsidence area (see below).
 AH6265  ___________________________________________________________________
 AH6265  X           -     -75,456.263 (meters)                     COMP
 AH6265  Y           -  -5,551,901.095 (meters)                     COMP
 AH6265  Z           -   3,128,112.918 (meters)                     COMP
 AH6265  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6265  ELLIP HEIGHT-         -23.12  (meters)          (02/21/02) GPS OBS
 AH6265  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH6265
 AH6265  HORZ ORDER  -  FIRST
 AH6265  ELLP ORDER  -  FIFTH     CLASS I
 AH6265
 AH6265.The horizontal coordinates were established by GPS observations
 AH6265.and adjusted by the National Geodetic Survey in December 1998..
 AH6265
 AH6265 ** The orthometric height has not been validated since last determined
 AH6265 ** by differential leveling and should not be used for control purposes.
 AH6265 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6265 ** area with valid NAVD 88 orthometric heights.
 AH6265 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6265 ** epoch indicated which incorporates improved geoid heights for the
 AH6265 ** Southern Louisiana Subsidence area.
 AH6265 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6265.The orthometric height was determined by GPS observations and a
 AH6265.high-resolution geoid model.
 AH6265
 AH6265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6265
 AH6265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6265
 AH6265.The ellipsoidal height was determined by GPS observations
 AH6265.and is referenced to NAD 83.
 AH6265
 AH6265.The geoid height was determined by GEOID03.
 AH6265
 AH6265;                    North         East     Units Scale Factor Converg.
 AH6265;SPC LA S     -   117,721.445 1,053,749.519   MT  0.99995504   +0 16 38.4
 AH6265;SPC LA S     -   386,224.44  3,457,176.55   sFT  0.99995504   +0 16 38.4
 AH6265;UTM  15      - 3,272,185.415   715,207.667   MT  1.00017150   +1 05 46.7
 AH6265
 AH6265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6265!SPC LA S     -   1.00000363  x   0.99995504  =   0.99995867
 AH6265!UTM  15      -   1.00000363  x   1.00017150  =   1.00017513
 AH6265
 AH6265                          SUPERSEDED SURVEY CONTROL
 AH6265
 AH6265  ELLIP H (12/17/98)  -23.08   (m)                       GP(       ) 4 2
 AH6265
 AH6265.Superseded values are not recommended for survey control.
 AH6265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6265.See file dsdata.txt to determine how the superseded data were derived.
 AH6265
 AH6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1520872185(NAD 83)
 AH6265_MARKER: I = METAL ROD
 AH6265_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6265_STAMPING: GREEN
 AH6265_MARK LOGO: LA-109
 AH6265_PROJECTION: RECESSED 10 CENTIMETERS
 AH6265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6265+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6265_ROD/PIPE-DEPTH: 18.3 meters
 AH6265_SLEEVE-DEPTH  :  0.9 meters
 AH6265
 AH6265  HISTORY     - Date     Condition        Report By
 AH6265  HISTORY     - 1995     MONUMENTED       MPHI
 AH6265
 AH6265                          STATION DESCRIPTION
 AH6265
 AH6265'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6265'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6265'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT AND
 AH6265'TRAVEL WEST ON HWY 90 FOR 5.3 MI (8.5 KM) TO THE STATION ON THE LEFT.
 AH6265'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE
 AH6265'STATION IS 39.0 FT (11.9 M) SOUTHEAST OF THE CENTERLINE OF HWY 90,
 AH6265'39.0 FT (11.9 M) NORTHWEST OF THE NORTHEAST CORNER OF THE THE GREEN
 AH6265'METAL BUILDING, 73.0 FT (22.3 M) NORTHEAST OF THE NORTHWEST CORNER OF
 AH6265'THE GREEN METAL BUILDING, 122.60 FT (37.37 M) NORTHEAST OF THE POWER
 AH6265'POLE WITH LIGHT, AND 108.0 FT (32.9 M) NORTHEAST OF THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4863 ***********************************************************************
 BJ4863  DESIGNATION -  GREEN RM 3
 BJ4863  PID         -  BJ4863
 BJ4863  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4863  USGS QUAD   -  LAUREL HILL (1972)
 BJ4863
 BJ4863                         *CURRENT SURVEY CONTROL
 BJ4863  ___________________________________________________________________
 BJ4863* NAD 83(1992)-  30 53 29.63552(N)    091 16 15.44427(W)     ADJUSTED  
 BJ4863* NAVD 88     -        81.57   (+/-2cm)     267.6    (feet)  VERTCON   
 BJ4863  ___________________________________________________________________
 BJ4863  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BJ4863  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4863
 BJ4863  HORZ ORDER  -  FIRST
 BJ4863  VERT ORDER  -  THIRD ? (See Below)
 BJ4863
 BJ4863.The horizontal coordinates were established by classical geodetic methods
 BJ4863.and adjusted by the National Geodetic Survey in May 1994..
 BJ4863
 BJ4863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4863.The vertical order pertains to the NGVD 29 superseded value.
 BJ4863
 BJ4863.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4863
 BJ4863.The geoid height was determined by GEOID03.
 BJ4863
 BJ4863;                    North         East     Units Scale Factor Converg.
 BJ4863;SPC LA S     -   265,103.606 1,005,964.237   MT  1.00004635   +0 01 52.3
 BJ4863;SPC LA S     -   869,760.75  3,300,401.00   sFT  1.00004635   +0 01 52.3
 BJ4863;SPC MS W     -   154,631.967   610,354.378   MT  1.00004910   -0 28 53.1
 BJ4863;SPC MS W     -   507,321.71  2,002,470.99   sFT  1.00004910   -0 28 53.1
 BJ4863;UTM  15      - 3,418,865.263   665,263.382   MT  0.99993691   +0 53 16.5
 BJ4863
 BJ4863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4863!SPC LA S     -   0.99999147  x   1.00004635  =   1.00003782
 BJ4863!SPC MS W     -   0.99999147  x   1.00004910  =   1.00004057
 BJ4863!UTM  15      -   0.99999147  x   0.99993691  =   0.99992838
 BJ4863
 BJ4863:                Primary Azimuth Mark                     Grid Az
 BJ4863:SPC LA S     -  GREEN AZ MK                              073 26 34.1
 BJ4863:SPC MS W     -  GREEN AZ MK                              073 57 19.5
 BJ4863:UTM  15      -  GREEN AZ MK                              072 35 09.9
 BJ4863
 BJ4863|---------------------------------------------------------------------|
 BJ4863| PID    Reference Object                     Distance      Geod. Az  |
 BJ4863|                                                           dddmmss.s |
 BJ4863| CW1435 GREEN AZ MK                                        0732826.4 |
 BJ4863| BJ4862 GREEN                                18.324 METERS 13003     |
 BJ4863|---------------------------------------------------------------------|
 BJ4863
 BJ4863                          SUPERSEDED SURVEY CONTROL
 BJ4863
 BJ4863  NAD 83(1992)-  30 53 29.63785(N)    091 16 15.44542(W) AD(       ) 1
 BJ4863  NAD 83(1986)-  30 53 29.65210(N)    091 16 15.43921(W) AD(       ) 1
 BJ4863  NAD 27      -  30 53 29.00411(N)    091 16 15.04513(W) AD(       ) 1
 BJ4863  NGVD 29 (07/19/86)   81.53   (m)          267.5    (f) LEVELING    3  
 BJ4863
 BJ4863.Superseded values are not recommended for survey control.
 BJ4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4863.See file dsdata.txt to determine how the superseded data were derived.
 BJ4863
 BJ4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6526318865(NAD 83)
 BJ4863_MARKER: DR = REFERENCE MARK DISK
 BJ4863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4863_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4863
 BJ4863  HISTORY     - Date     Condition        Report By
 BJ4863  HISTORY     - 1970     MONUMENTED       NGS
 BJ4863
 BJ4863                          STATION DESCRIPTION
 BJ4863
 BJ4863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4863'RM 1 AND RM 2 ARE OBSTRUCTED TO GREEN RM 3.
 BJ4863'
 BJ4863'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF ST. FRANCISVILLE,
 BJ4863'9 MILES WEST-SOUTHWEST OF WILSON, 5 MILES NORTHWEST OF JACKSON.  IT
 BJ4863'IS NEAR THE CENTER OF SECTION 51, T. 2 S., R. 2 W. AND ON PROPERTY
 BJ4863'OWNED BY MR. STEVE WILLIAMS JR.
 BJ4863'
 BJ4863'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 AND 10,
 BJ4863'WEST OF JACKSON, GO WEST ON STATE HIGHWAY 10 FOR 0.65 MILE TO A
 BJ4863'SIDEROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON SURFACED ROAD FOR
 BJ4863'4.6 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTHEAST
 BJ4863'PASSING THE PLEASENT GREEN BAPTIST CHURCH ON THE LEFT CONTINUE NORTH
 BJ4863'AND EAST FOR 0.1 MILE TO AN OVERHEAD POWERLINE THAT CROSS THE ROAD
 BJ4863'AND REFERENCE MARK 2 ON THE RIGHT.  (CONTINUE NORTH AND EAST ON
 BJ4863'GRAVELED ROAD FOR ABOUT 50 YARDS TO A FORK, TAKE THE LEFT FORK
 BJ4863'(OLD ROAD) AND GO NORTHEAST FOR 0.25 MILE TO THE AZIMUTH MARK
 BJ4863'ON THE LEFT ON TOP OF CUT BANK, AS DESCRIBED).  TURN LEFT ON FIELD
 BJ4863'ROAD AND GO ABOUT 30 YARDS TO A LOCKED GATE, PASS THRU GATE AND GO
 BJ4863'NORTHWEST FOR 109 FEET TO STATION, AS DESCRIBED.
 BJ4863'
 BJ4863'THE STATION IS MARKED BY A STANDARD REFERENCE MARK DISK, STAMPED
 BJ4863'GREEN 1939 NO 3 1970, THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 BJ4863'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BJ4863'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 BJ4863'INCHES BELOW THE SURFACE OF THE GROUND, THE DISK IS STAMPED THE
 BJ4863'SAME AS THE SURFACE DISK.  IT IS 109 FEET NORTHWEST OF THE CENTER
 BJ4863'OF A LOCKED GATE AND 16.8 FEET NORTH OF THE NORTHEAST CORNER OF A
 BJ4863'SMALL FRAME BUILDING.
 BJ4863'
 BJ4863'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREEN NO 1 1939, SET IN
 BJ4863'THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 10 INCHES
 BJ4863'ABOVE THE GROUND.  IT IS 21 FEET EAST OF THE SOUTHEAST CORNER OF
 BJ4863'SMALL FRAME BUILDING AND IN A LANE LEADING TO CATTLE CORRAL.
 BJ4863'
 BJ4863'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREEN NO 2 1939, SET IN
 BJ4863'THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 BJ4863'ABOVE THE GROUND.  IT IS 87 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE,
 BJ4863'17 FEET SOUTH-SOUTHEAST OF THE CENTER OF GRAVELED ROAD AND 2.2
 BJ4863'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4863'
 BJ4863'AZIMUTH MARK IS A STANDARD DISK, STAMPED GREEN 1939, SET IN THE TOP
 BJ4863'OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 BJ4863'GROUND.  IT IS 23.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST
 BJ4863'WITH SIGN ATTACHED 21.5 FEET WEST-NORTHWEST OF FENCELINE.
 BJ4863'
 BJ4863'THE 1939 STATION MARK IS A STANDARD DISK STAMPED GREEN 1939, SET IN
 BJ4863'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 BJ4863'ABOVE THE GROUND SURFACE.  IT IS 110.5 FEET NORTHEAST OF A POWER
 BJ4863'POLE, 77.5 FEET WEST OF THE NORTHWEST CORNER OF A BUILDING AND 66.5
 BJ4863'FEET NORTH OF THE GATE.
 BJ4863'
 BJ4863'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4700 ***********************************************************************
 BJ4700  DESIGNATION -  GREENBRIAR
 BJ4700  PID         -  BJ4700
 BJ4700  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4700  USGS QUAD   -  JACKSON (1994)
 BJ4700
 BJ4700                         *CURRENT SURVEY CONTROL
 BJ4700  ___________________________________________________________________
 BJ4700* NAD 83(1992)-  30 48 12.35280(N)    091 10 49.74038(W)     ADJUSTED  
 BJ4700* NAVD 88     -        70.0    (meters)     230.     (feet)  VERTCON   
 BJ4700  ___________________________________________________________________
 BJ4700  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ4700  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4700
 BJ4700  HORZ ORDER  -  FIRST
 BJ4700
 BJ4700.The horizontal coordinates were established by classical geodetic methods
 BJ4700.and adjusted by the National Geodetic Survey in May 1994..
 BJ4700
 BJ4700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4700
 BJ4700.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4700
 BJ4700.The geoid height was determined by GEOID03.
 BJ4700
 BJ4700;                    North         East     Units Scale Factor Converg.
 BJ4700;SPC LA S     -   255,340.251 1,014,628.016   MT  1.00002363   +0 04 35.1
 BJ4700;SPC LA S     -   837,728.81  3,328,825.42   sFT  1.00002363   +0 04 35.1
 BJ4700;UTM  15      - 3,409,233.222   674,071.381   MT  0.99997379   +0 55 55.2
 BJ4700
 BJ4700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4700!SPC LA S     -   0.99999329  x   1.00002363  =   1.00001692
 BJ4700!UTM  15      -   0.99999329  x   0.99997379  =   0.99996708
 BJ4700
 BJ4700|---------------------------------------------------------------------|
 BJ4700| PID    Reference Object                     Distance      Geod. Az  |
 BJ4700|                                                           dddmmss.s |
 BJ4700| CW1443 GREENBRIAR RM 2                      33.449 METERS 07153     |
 BJ4700| CW1441 GREENBRIAR AZ MK                                   1792913.8 |
 BJ4700| CW1442 GREENBRIAR RM 1                      26.459 METERS 33345     |
 BJ4700|---------------------------------------------------------------------|
 BJ4700
 BJ4700                          SUPERSEDED SURVEY CONTROL
 BJ4700
 BJ4700  NAD 83(1992)-  30 48 12.35385(N)    091 10 49.74075(W) AD(       ) 1
 BJ4700  NAD 83(1986)-  30 48 12.36972(N)    091 10 49.73609(W) AD(       ) 1
 BJ4700  NAD 27      -  30 48 11.71468(N)    091 10 49.34810(W) AD(       ) 1
 BJ4700  NGVD 29 (07/19/86)   70.0    (m)          230.     (f) VERT ANG       
 BJ4700
 BJ4700.Superseded values are not recommended for survey control.
 BJ4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4700.See file dsdata.txt to determine how the superseded data were derived.
 BJ4700
 BJ4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7407109233(NAD 83)
 BJ4700_MARKER: DS = TRIANGULATION STATION DISK
 BJ4700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4700
 BJ4700  HISTORY     - Date     Condition        Report By
 BJ4700  HISTORY     - 1970     MONUMENTED       NGS
 BJ4700
 BJ4700                          STATION DESCRIPTION
 BJ4700
 BJ4700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4700'THE STATION IS LOCATED ABOUT 12 MILES EAST-NORTHEAST OF ST.
 BJ4700'FRANCISVILLE, 11 MILES NORTH OF ZACHARY, 11 MILES SOUTHWEST OF
 BJ4700'CLINTON, 2.5 MILES SOUTHEAST OF JACKSON, AT ABOUT THE CENTER OF
 BJ4700'FRACTIONAL SECTION 11, T 3 S, R 1 W AND ON LAND OWNED BY MR. J.T.
 BJ4700'HOWELL, BOX 116, JACKSON, LOUISIANA 70748.
 BJ4700'
 BJ4700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 68,
 BJ4700'ABOUT 1.3 MILES EAST OF JACKSON, GO EAST ON STATE HIGHWAY 10 FOR
 BJ4700'0.65 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE
 BJ4700'PAVED ROAD FOR 0.6 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT
 BJ4700'AND GO SOUTH-SOUTHWEST ON THE GRAVELED ROAD FOR 0.95 MILE TO THE
 BJ4700'FAIRVIEW CHURCH ON THE LEFT, CONTINUE SOUTH-SOUTHWEST AND
 BJ4700'SOUTHEAST ON THE GRAVELED ROAD FOR 0.85 MILE TO A SIDE ROAD
 BJ4700'RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 BJ4700'A DIRT ROAD FOR 0.25 MILE TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO
 BJ4700'NORTHEAST ON THE FIELD ROAD FOR 0.3 MILE TO A GROVE OF OAK TREES AND
 BJ4700'THE STATION.
 BJ4700'
 BJ4700'THE STATION MARK IS A STANDARD DISK, STAMPED GREENBRIAR 1970, SET IN
 BJ4700'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4700'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET NORTH-NORTHEAST
 BJ4700'OF A 40-INCH OAK TREE, 23 FEET SOUTH-SOUTHEAST OF A 20-INCH OAK TREE
 BJ4700'AND 21 FEET WEST OF A 30-INCH OAK TREE.
 BJ4700'
 BJ4700'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREENBRIAR NO 1 1970,
 BJ4700'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4700'FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET NORTHEAST OF A
 BJ4700'18-INCH OAK TREE AND 1.5 FEET WEST-SOUTHWEST OF A METAL WITNESS
 BJ4700'POST.
 BJ4700'
 BJ4700'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREENBRIAR NO 2 1970,
 BJ4700'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4700'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 16 FEET WEST OF
 BJ4700'A 60-INCH OAK TREE.
 BJ4700'
 BJ4700'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GREENBRIAR 1970, SET IN
 BJ4700'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4700'7-INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET NORTHEAST OF THE
 BJ4700'DIRT ROAD, 19 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 2 FEET
 BJ4700'SOUTHEAST OF A FENCE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 BJ4700'
 BJ4700'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2817 ***********************************************************************
 BH2817  DESIGNATION -  GREENS
 BH2817  PID         -  BH2817
 BH2817  STATE/COUNTY-  LA/ORLEANS
 BH2817  USGS QUAD   -  CHEF MENTEUR (1994)
 BH2817
 BH2817                         *CURRENT SURVEY CONTROL
 BH2817  ___________________________________________________________________
 BH2817* NAD 83(1992)-  30 06 29.46156(N)    089 45 44.61641(W)     ADJUSTED  
 BH2817* NAVD 88     -         2.6  **(meters)       9.   **(feet)  VERTCON   
 BH2817  **This station is located in a subsidence area (see below).
 BH2817  ___________________________________________________________________
 BH2817  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BH2817  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BH2817
 BH2817  HORZ ORDER  -  FIRST
 BH2817
 BH2817.The horizontal coordinates were established by classical geodetic methods
 BH2817.and adjusted by the National Geodetic Survey in May 1994..
 BH2817
 BH2817 ** The orthometric height has not been validated since last determined
 BH2817 ** by differential leveling and should not be used for control purposes.
 BH2817 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2817 ** area with valid NAVD 88 orthometric heights.
 BH2817 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2817 ** epoch indicated which incorporates improved geoid heights for the
 BH2817 ** Southern Louisiana Subsidence area.
 BH2817 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2817
 BH2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2817
 BH2817.The geoid height was determined by GEOID03.
 BH2817
 BH2817;                    North         East     Units Scale Factor Converg.
 BH2817;SPC LA S     -   179,295.836 1,151,393.750   MT  0.99992749   +0 47 07.8
 BH2817;SPC LA S     -   588,239.76  3,777,530.99   sFT  0.99992749   +0 47 07.8
 BH2817;UTM  16      - 3,333,993.579   233,811.401   MT  1.00047428   -1 23 11.5
 BH2817
 BH2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2817!SPC LA S     -   1.00000374  x   0.99992749  =   0.99993123
 BH2817!UTM  16      -   1.00000374  x   1.00047428  =   1.00047802
 BH2817
 BH2817|---------------------------------------------------------------------|
 BH2817| PID    Reference Object                     Distance      Geod. Az  |
 BH2817|                                                           dddmmss.s |
 BH2817| DD8860 GREENS RM 1                          10.160 METERS 00524     |
 BH2817| DD8859 GREENS AZ MK                                       0054048.3 |
 BH2817| DD8861 GREENS RM 2                           9.770 METERS 18724     |
 BH2817|---------------------------------------------------------------------|
 BH2817
 BH2817                          SUPERSEDED SURVEY CONTROL
 BH2817
 BH2817  NAD 83(1992)-  30 06 29.46177(N)    089 45 44.61637(W) AD(       ) 1
 BH2817  NAD 83(1986)-  30 06 29.47452(N)    089 45 44.61183(W) AD(       ) 1
 BH2817  NAD 27      -  30 06 28.76158(N)    089 45 44.38748(W) AD(       ) 1
 BH2817  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 BH2817
 BH2817.Superseded values are not recommended for survey control.
 BH2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2817.See file dsdata.txt to determine how the superseded data were derived.
 BH2817
 BH2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3381133994(NAD 83)
 BH2817_MARKER: DS = TRIANGULATION STATION DISK
 BH2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2817+STABILITY: SURFACE MOTION
 BH2817
 BH2817  HISTORY     - Date     Condition        Report By
 BH2817  HISTORY     - 1972     MONUMENTED       NGS
 BH2817
 BH2817                          STATION DESCRIPTION
 BH2817
 BH2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2817'NO MEASUREMENT WAS MADE BETWEEN THE RMS BECAUSE THEY ARE NEAR 180
 BH2817'DEGREES.
 BH2817'
 BH2817'THE STATION IS ABOUT 17 MILES NORTHEAST OF CHALMETTE, 13 MILES SOUTH
 BH2817'OF SLIDELL, AND 4 MILES SOUTH-SOUTHWEST OF FORT PIKE.  IT IS LOCATED
 BH2817'ON THE SHOULDER OF U.S. HIGHWAY 90 IN THE SOUTHEAST CORNER OF
 BH2817'SECTION 11, T 11 S, R 14 E, ON THE LOUISIANA DEPARTMENT OF HIGHWAYS,
 BH2817'DISTRICT 1-2, RIGHT-OF-WAY.
 BH2817'
 BH2817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 90 AND 11,
 BH2817'ABOUT 11.5 MILES NORTHEAST OF CHALMETTE, GO NORTHEASTERLY ON U.S.
 BH2817'HIGHWAY 90 FOR 3.8 MILES TO THE CENTER OF THE BRIDGE OVER THE CHEF
 BH2817'MENTEUR WATERWAY, CONTINUE ALONG U.S. HIGHWAY 90 FOR 3.6 MILES TO
 BH2817'A ROAD MILE POST ON THE RIGHT 293, CONTINUE NORTHERLY ON U.S.
 BH2817'HIGHWAY 90 FOR 0.5 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BH2817'AZIMUTH MARK CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 90 FOR
 BH2817'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BH2817'
 BH2817'STATION MARKS ARE STANDARD DISKS STAMPED GREENS 1972.  THE SURFACE
 BH2817'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BH2817'THAT IS 12 INCHES BELOW GROUND LEVEL.  A 10-INCH DIAMETER WATER METER
 BH2817'CASING PROTRUDES UP FROM THE MONUMENT TO GROUND LEVEL, WHERE
 BH2817'THE COVER PROJECTS 1 INCH.  IT IS 39 FEET NORTH-NORTHWEST OF A
 BH2817'HIGHWAY CURVE SIGN WITH A 50 MPH SIGN ATTACHED, 37 FEET WEST OF
 BH2817'THE CENTERLINE OF U.S. HIGHWAY 90, AND 33.5 FEET EAST OF A METAL
 BH2817'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BH2817'IRREGULAR MASS OF CONCRETE, 42 INCHES BELOW THE GROUND SURFACE.
 BH2817'
 BH2817'REFERENCE MARK 1, A STANDARD DISK STAMPED GREENS NO 1 1972, IS SET IN
 BH2817'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BH2817'WITH THE GROUND SURFACE.  IT IS 48.5 FEET NORTHEAST OF A METAL
 BH2817'WITNESS POST AND 37.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 90.
 BH2817'
 BH2817'REFERENCE MARK 2, A STANDARD DISK STAMPED GREENS NO 2 1972, IS SET IN
 BH2817'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BH2817'WITH THE GROUND SURFACE.  IT IS 44 FEET SOUTHEAST OF A METAL WITNESS
 BH2817'POST, 36.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 90, AND 15
 BH2817'FEET NORTHWEST OF A HIGHWAY CURVE SIGN WITH A 50 MPH SIGN
 BH2817'ATTACHED.
 BH2817'
 BH2817'THE AZIMUTH MARK, A STANDARD DISK STAMPED GREENS 1972, IS SET IN THE
 BH2817'TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH WITH THE GROUND
 BH2817'SURFACE.  IT IS 88 FEET SOUTH OF A DRIVEWAY, 40.5 FEET WEST OF THE
 BH2817'CENTERLINE OF U.S. HIGHWAY 90, AND 36 FEET EAST OF A METAL WITNESS
 BH2817'POST.
 BH2817'
 BH2817'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4575 ***********************************************************************
 BJ4575  DESIGNATION -  GREENSBURG ELEC CORP RAD MAST
 BJ4575  PID         -  BJ4575
 BJ4575  STATE/COUNTY-  LA/ST HELENA
 BJ4575  USGS QUAD   -  GREENSBURG (1981)
 BJ4575
 BJ4575                         *CURRENT SURVEY CONTROL
 BJ4575  ___________________________________________________________________
 BJ4575* NAD 83(1992)-  30 49 59.52679(N)    090 40 46.89359(W)     ADJUSTED  
 BJ4575* NAVD 88     -                                                        
 BJ4575  ___________________________________________________________________
 BJ4575  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4575  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4575
 BJ4575  HORZ ORDER  -  THIRD
 BJ4575
 BJ4575.The horizontal coordinates were established by classical geodetic methods
 BJ4575.and adjusted by the National Geodetic Survey in May 1994..
 BJ4575
 BJ4575
 BJ4575.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4575
 BJ4575.The geoid height was determined by GEOID03.
 BJ4575
 BJ4575;                    North         East     Units Scale Factor Converg.
 BJ4575;SPC LA S     -   258,809.496 1,062,535.464   MT  1.00003104   +0 19 36.6
 BJ4575;SPC LA S     -   849,110.82  3,486,001.77   sFT  1.00003104   +0 19 36.6
 BJ4575;UTM  15      - 3,413,420.708   721,924.225   MT  1.00020757   +1 11 23.1
 BJ4575
 BJ4575                          SUPERSEDED SURVEY CONTROL
 BJ4575
 BJ4575  NAD 83(1992)-  30 49 59.52841(N)    090 40 46.89274(W) AD(       ) 4
 BJ4575  NAD 83(1986)-  30 49 59.54313(N)    090 40 46.89034(W) AD(       ) 4
 BJ4575  NAD 27      -  30 49 58.88462(N)    090 40 46.54287(W) AD(       ) 3
 BJ4575
 BJ4575.Superseded values are not recommended for survey control.
 BJ4575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4575.See file dsdata.txt to determine how the superseded data were derived.
 BJ4575
 BJ4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2192413421(NAD 83)
 BJ4575_MARKER: 42 = RADIO/TV MAST
 BJ4575
 BJ4575  HISTORY     - Date     Condition        Report By
 BJ4575  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4575
 BJ4575                          STATION DESCRIPTION
 BJ4575
 BJ4575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4575'GREENSBURG, DIXIE ELECTRIC CORPORATION RADIO STATION KKA 304 MAST IS
 BJ4575'LOCATED AT THE WEST EDGE OF GREENSBURG, ON THE COMPANY LAND, ABOUT
 BJ4575'0.15 MILE SOUTH OF STATE HIGHWAY 10 AND ABOUT 0.1 MILE SOUTH OF THE
 BJ4575'COMPANY OFFICE BUILDING.
 BJ4575'
 BJ4575'A SLENDER TRIANGULAR SHAPED STEEL MAST, 310 FEET IN HEIGHT, PAINTED
 BJ4575'ORANGE-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT AT TOP.
 BJ4575'
 BJ4575'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4574 ***********************************************************************
 BJ4574  DESIGNATION -  GREENSBURG MUN TANK
 BJ4574  PID         -  BJ4574
 BJ4574  STATE/COUNTY-  LA/ST HELENA
 BJ4574  USGS QUAD   -  GREENSBURG (1981)
 BJ4574
 BJ4574                         *CURRENT SURVEY CONTROL
 BJ4574  ___________________________________________________________________
 BJ4574* NAD 83(1992)-  30 49 47.35471(N)    090 40 14.58548(W)     ADJUSTED  
 BJ4574* NAVD 88     -                                                        
 BJ4574  ___________________________________________________________________
 BJ4574  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4574  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4574
 BJ4574  HORZ ORDER  -  THIRD
 BJ4574
 BJ4574.The horizontal coordinates were established by classical geodetic methods
 BJ4574.and adjusted by the National Geodetic Survey in May 1994..
 BJ4574
 BJ4574
 BJ4574.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4574
 BJ4574.The geoid height was determined by GEOID03.
 BJ4574
 BJ4574;                    North         East     Units Scale Factor Converg.
 BJ4574;SPC LA S     -   258,439.568 1,063,396.233   MT  1.00003019   +0 19 52.7
 BJ4574;SPC LA S     -   847,897.15  3,488,825.81   sFT  1.00003019   +0 19 52.7
 BJ4574;UTM  15      - 3,413,063.721   722,790.623   MT  1.00021232   +1 11 39.2
 BJ4574
 BJ4574                          SUPERSEDED SURVEY CONTROL
 BJ4574
 BJ4574  NAD 83(1992)-  30 49 47.35615(N)    090 40 14.58452(W) AD(       ) 4
 BJ4574  NAD 83(1986)-  30 49 47.37096(N)    090 40 14.58229(W) AD(       ) 4
 BJ4574  NAD 27      -  30 49 46.71107(N)    090 40 14.23441(W) AD(       ) 3
 BJ4574
 BJ4574.Superseded values are not recommended for survey control.
 BJ4574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4574.See file dsdata.txt to determine how the superseded data were derived.
 BJ4574
 BJ4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2279113064(NAD 83)
 BJ4574_MARKER: 53 = ELEVATED TANK
 BJ4574
 BJ4574  HISTORY     - Date     Condition        Report By
 BJ4574  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4574
 BJ4574                          STATION DESCRIPTION
 BJ4574
 BJ4574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4574'GREENSBURG, MUNICIPAL WATER TANK IS LOCATED IN THE CENTRAL SECTION OF
 BJ4574'TOWN, BEHIND THE TOWNHALL BUILDING, ABOUT 300 FEET SOUTHEAST OF
 BJ4574'STATE HIGHWAYS 10 AND 37 JUNCTION.
 BJ4574'
 BJ4574'STATION IS A LARGE STEEL TANK WITH AN OVAL SHAPED ROOF, SILVER IN
 BJ4574'COLOR, 120 FEET IN HEIGHT, HAS GREENSBURG, LA. PRINTED ON SIDE OF
 BJ4574'TANK AND IS SUPPORTED BY 4 STEEL TUBULAR LEGS.
 BJ4574'
 BJ4574'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4738 ***********************************************************************
 BJ4738  DESIGNATION -  GREENWELL
 BJ4738  PID         -  BJ4738
 BJ4738  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4738  USGS QUAD   -  COMITE (1996)
 BJ4738
 BJ4738                         *CURRENT SURVEY CONTROL
 BJ4738  ___________________________________________________________________
 BJ4738* NAD 83(1992)-  30 34 37.96940(N)    091 00 08.34018(W)     ADJUSTED  
 BJ4738* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 BJ4738  ___________________________________________________________________
 BJ4738  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4738  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4738
 BJ4738  HORZ ORDER  -  FIRST
 BJ4738
 BJ4738.The horizontal coordinates were established by classical geodetic methods
 BJ4738.and adjusted by the National Geodetic Survey in January 1993..
 BJ4738
 BJ4738.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4738
 BJ4738.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4738
 BJ4738.The geoid height was determined by GEOID03.
 BJ4738
 BJ4738;                    North         East     Units Scale Factor Converg.
 BJ4738;SPC LA S     -   230,296.965 1,031,751.311   MT  0.99997619   +0 09 55.8
 BJ4738;SPC LA S     -   755,565.96  3,385,004.09   sFT  0.99997619   +0 09 55.8
 BJ4738;UTM  15      - 3,384,447.402   691,566.018   MT  1.00005273   +1 00 59.5
 BJ4738
 BJ4738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4738!SPC LA S     -   1.00000107  x   0.99997619  =   0.99997726
 BJ4738!UTM  15      -   1.00000107  x   1.00005273  =   1.00005380
 BJ4738
 BJ4738:                Primary Azimuth Mark                     Grid Az
 BJ4738:SPC LA S     -  STONY                                    044 38 50.5
 BJ4738:UTM  15      -  STONY                                    043 47 46.8
 BJ4738
 BJ4738|---------------------------------------------------------------------|
 BJ4738| PID    Reference Object                     Distance      Geod. Az  |
 BJ4738|                                                           dddmmss.s |
 BJ4738| BJ4651 STONY                               APPROX. 8.6 KM 0444846.3 |
 BJ4738| BJ4645 GREENWELL SPRINGS TB HOSP TANK      APPROX. 1.1 KM 0844811.7 |
 BJ4738| BJ4646 GREENWELL SPRINGS TB HOSP MW        APPROX. 1.1 KM 0865935.7 |
 BJ4738| CW1444 GREENWELL RM 1                       34.964 METERS 15823     |
 BJ4738| CW1445 GREENWELL RM 2                       29.978 METERS 27848     |
 BJ4738|---------------------------------------------------------------------|
 BJ4738
 BJ4738                          SUPERSEDED SURVEY CONTROL
 BJ4738
 BJ4738  NAD 83(1986)-  30 34 37.98695(N)    091 00 08.33744(W) AD(       ) 1
 BJ4738  NAD 27      -  30 34 37.31331(N)    091 00 07.96649(W) AD(       ) 1
 BJ4738  NGVD 29 (07/19/86)   20.4    (m)           67.     (f) VERT ANG       
 BJ4738
 BJ4738.Superseded values are not recommended for survey control.
 BJ4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4738.See file dsdata.txt to determine how the superseded data were derived.
 BJ4738
 BJ4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9156684447(NAD 83)
 BJ4738_MARKER: DS = TRIANGULATION STATION DISK
 BJ4738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4738
 BJ4738  HISTORY     - Date     Condition        Report By
 BJ4738  HISTORY     - 1970     MONUMENTED       NGS
 BJ4738
 BJ4738                          STATION DESCRIPTION
 BJ4738
 BJ4738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4738'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TRUCK GARDEN ON
 BJ4738'LINE AND NO CUTTING ALLOWED.
 BJ4738'
 BJ4738'THE STATION IS LOCATED 1/2 MILE WEST AND 0.3 MILE SOUTH OF GREENWELL
 BJ4738'SPRINGS POST OFFICE, 1/2 MILE WEST OF THE GREENWELL SPRINGS TB
 BJ4738'HOSPITAL AND AT THE END OF FAIRCHILD ROAD IN SECTION 49, T 5 S, R 2
 BJ4738'E, ON PROPERTY OWNED BY THE FAIRCHILD FAMILY.  MR. N.L. FAIRCHILD
 BJ4738'LIVES ON THE PROPERTY AND HIS ADDRESS IS GREENWELL SPRINGS,
 BJ4738'LOUISIANA.
 BJ4738'
 BJ4738'TO REACH THE STATION FROM THE POST OFFICE IN GREENWELL SPRINGS, GO
 BJ4738'SOUTH ON STATE HIGHWAY 64 FOR 0.1 MILE TO A GRAVELED ROAD RIGHT
 BJ4738'(FAIRCHILD ROAD).  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.5
 BJ4738'MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING A CIRCLE
 BJ4738'DRIVEWAY AND THE FAIRCHILD HOUSE.
 BJ4738'
 BJ4738'THE STATION MARKS ARE STANDARD DISKS STAMPED GREENWELL 1970.  THE
 BJ4738'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4738'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 98
 BJ4738'FEET SOUTHEAST OF A MAGNOLIA TREE, 36 FEET SOUTH OF THE CENTER OF
 BJ4738'THE GRAVELED ROAD (FAIRCHILD ROAD) AND 5.2 FEET NORTHWEST OF A METAL
 BJ4738'WITNESS POST WITH SIGN.  THE UNDERGROUND MARK IS SET IN THE TOP
 BJ4738'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4738'
 BJ4738'REFERENCE MARK 1, A STANDARD DISK STAMPED GREENWELL NO 1 1970, IS SET
 BJ4738'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4738'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 102 FEET SOUTHEAST OF THE
 BJ4738'METAL WITNESS POST WITH SIGN, 40 FEET NORTH OF A 10-INCH PINE
 BJ4738'TREE AND 1 FOOT WEST OF A FENCE LINE.
 BJ4738'
 BJ4738'REFERENCE MARK 2, A STANDARD DISK STAMPED GREENWELL NO 2 1970, IS SET
 BJ4738'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4738'WITH THE GROUND SURFACE.  IT IS 56 FEET EAST-SOUTHEAST OF THE
 BJ4738'SOUTHEAST CORNER OF A FRAME HOUSE AND 48 FEET SOUTHWEST OF THE
 BJ4738'MAGNOLIA TREE.
 BJ4738'
 BJ4738'NO SUITABLE PLACE FOR AN AZIMUTH MARK AVAILABLE.
 BJ4738'
 BJ4738'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4645 ***********************************************************************
 BJ4645  DESIGNATION -  GREENWELL SPRINGS TB HOSP TANK
 BJ4645  PID         -  BJ4645
 BJ4645  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4645  USGS QUAD   -  WATSON (1980)
 BJ4645
 BJ4645                         *CURRENT SURVEY CONTROL
 BJ4645  ___________________________________________________________________
 BJ4645* NAD 83(1992)-  30 34 41.30389(N)    090 59 25.94248(W)     ADJUSTED  
 BJ4645* NAVD 88     -                                                        
 BJ4645  ___________________________________________________________________
 BJ4645  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4645  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4645
 BJ4645  HORZ ORDER  -  THIRD
 BJ4645
 BJ4645.The horizontal coordinates were established by classical geodetic methods
 BJ4645.and adjusted by the National Geodetic Survey in January 1993..
 BJ4645
 BJ4645
 BJ4645.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4645
 BJ4645.The geoid height was determined by GEOID03.
 BJ4645
 BJ4645;                    North         East     Units Scale Factor Converg.
 BJ4645;SPC LA S     -   230,402.969 1,032,880.671   MT  0.99997635   +0 10 17.0
 BJ4645;SPC LA S     -   755,913.74  3,388,709.33   sFT  0.99997635   +0 10 17.0
 BJ4645;UTM  15      - 3,384,570.180   692,693.767   MT  1.00005807   +1 01 21.2
 BJ4645
 BJ4645                          SUPERSEDED SURVEY CONTROL
 BJ4645
 BJ4645  NAD 83(1986)-  30 34 41.32139(N)    090 59 25.93973(W) AD(       ) 4
 BJ4645  NAD 27      -  30 34 40.64777(N)    090 59 25.57056(W) AD(       ) 3
 BJ4645
 BJ4645.Superseded values are not recommended for survey control.
 BJ4645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4645.See file dsdata.txt to determine how the superseded data were derived.
 BJ4645
 BJ4645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9269484570(NAD 83)
 BJ4645_MARKER: 53 = ELEVATED TANK
 BJ4645
 BJ4645  HISTORY     - Date     Condition        Report By
 BJ4645  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4645
 BJ4645                          STATION DESCRIPTION
 BJ4645
 BJ4645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4645'GREENWELL SPRINGS, TUBERCULOSIS HOSPITAL WATER TANK IS LOCATED IN THE
 BJ4645'CENTRAL SECTION OF THE HOSPITAL GROUNDS WHICH IS LOCATED ABOUT 6
 BJ4645'MILES NORTH-NORTHWEST OF DENHAM SPRINGS, 0.3 MILE EAST OF STATE
 BJ4645'HIGHWAY 64 AND IN THE SMALL SETTLEMENT OF GREENWELL SPRINGS.
 BJ4645'
 BJ4645'A SMALL STEEL TANK, 110 FEET IN HEIGHT, SILVER IN COLOR, A CONICAL
 BJ4645'SHAPED ROOF AND SUPPORTED BY 4 CHANNEL STEEL LEGS.
 BJ4645'
 BJ4645'POINT INTERSECTED WAS A STEEL BALL AT TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4646 ***********************************************************************
 BJ4646  DESIGNATION -  GREENWELL SPRINGS TB HOSP MW
 BJ4646  PID         -  BJ4646
 BJ4646  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4646  USGS QUAD   -  WATSON (1980)
 BJ4646
 BJ4646                         *CURRENT SURVEY CONTROL
 BJ4646  ___________________________________________________________________
 BJ4646* NAD 83(1992)-  30 34 39.85354(N)    090 59 26.84230(W)     ADJUSTED  
 BJ4646* NAVD 88     -                                                        
 BJ4646  ___________________________________________________________________
 BJ4646  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4646  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4646
 BJ4646  HORZ ORDER  -  THIRD
 BJ4646
 BJ4646.The horizontal coordinates were established by classical geodetic methods
 BJ4646.and adjusted by the National Geodetic Survey in January 1993..
 BJ4646
 BJ4646
 BJ4646.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4646
 BJ4646.The geoid height was determined by GEOID03.
 BJ4646
 BJ4646;                    North         East     Units Scale Factor Converg.
 BJ4646;SPC LA S     -   230,358.235 1,032,856.829   MT  0.99997628   +0 10 16.6
 BJ4646;SPC LA S     -   755,766.98  3,388,631.11   sFT  0.99997628   +0 10 16.6
 BJ4646;UTM  15      - 3,384,525.093   692,670.591   MT  1.00005796   +1 01 20.7
 BJ4646
 BJ4646                          SUPERSEDED SURVEY CONTROL
 BJ4646
 BJ4646  NAD 83(1986)-  30 34 39.87102(N)    090 59 26.83953(W) AD(       ) 4
 BJ4646  NAD 27      -  30 34 39.19787(N)    090 59 26.47053(W) AD(       ) 3
 BJ4646
 BJ4646.Superseded values are not recommended for survey control.
 BJ4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4646.See file dsdata.txt to determine how the superseded data were derived.
 BJ4646
 BJ4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9267184525(NAD 83)
 BJ4646_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 BJ4646
 BJ4646  HISTORY     - Date     Condition        Report By
 BJ4646  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4646
 BJ4646                          STATION DESCRIPTION
 BJ4646
 BJ4646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4646'GREENWELL SPRINGS, TUBERCULOSIS HOSPITAL MICROWAVE KBP 430 IS
 BJ4646'LOCATED IN THE CENTRAL SECTION OF THE HOSPITAL GROUNDS WHICH IS
 BJ4646'LOCATED IN THE SMALL SETTLEMENT OF GREENWELL SPRINGS, 6 MILES
 BJ4646'NORTH-NORTHWEST OF DENHAM SPRINGS AND ABOUT 0.3 MILE EAST OF STATE
 BJ4646'HIGHWAY 64.
 BJ4646'
 BJ4646'A 4 STEEL CHANNEL LEGGED STRUCTURE, 135 FEET IN HEIGHT, GREY IN
 BJ4646'COLOR, HAS A ROUND TYPE ANTENNA MOUNTED NEAR THE TOP AND ON THE WEST
 BJ4646'SIDE OF THE STRUCTURE.
 BJ4646'
 BJ4646'STRUCTURE HAS NO LIGHT.
 BJ4646'
 BJ4646'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1749 ***********************************************************************
 CQ1749  DESIGNATION -  GREENWOOD
 CQ1749  PID         -  CQ1749
 CQ1749  STATE/COUNTY-  LA/CADDO
 CQ1749  USGS QUAD   -  GREENWOOD (1982)
 CQ1749
 CQ1749                         *CURRENT SURVEY CONTROL
 CQ1749  ___________________________________________________________________
 CQ1749* NAD 83(1992)-  32 26 23.88384(N)    093 57 10.88789(W)     ADJUSTED  
 CQ1749* NAVD 88     -       102.538  (meters)     336.41   (feet)  ADJUSTED  
 CQ1749  ___________________________________________________________________
 CQ1749  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CQ1749  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1749  DYNAMIC HT  -         102.423 (meters)     336.03  (feet)  COMP
 CQ1749  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CQ1749
 CQ1749  HORZ ORDER  -  FIRST
 CQ1749  VERT ORDER  -  FIRST     CLASS II
 CQ1749
 CQ1749.The horizontal coordinates were established by classical geodetic methods
 CQ1749.and adjusted by the National Geodetic Survey in February 1996..
 CQ1749
 CQ1749.The orthometric height was determined by differential leveling
 CQ1749.and adjusted by the National Geodetic Survey in June 1991..
 CQ1749
 CQ1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1749
 CQ1749.The geoid height was determined by GEOID03.
 CQ1749
 CQ1749.The dynamic height is computed by dividing the NAVD 88
 CQ1749.geopotential number by the normal gravity value computed on the
 CQ1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1749.degrees latitude (g = 980.6199 gals.).
 CQ1749
 CQ1749.The modeled gravity was interpolated from observed gravity values.
 CQ1749
 CQ1749;                    North         East     Units Scale Factor Converg.
 CQ1749;SPC LA N     -   216,013.358   863,368.920   MT  0.99995616   -0 46 05.6
 CQ1749;SPC LA N     -   708,703.83  2,832,569.53   sFT  0.99995616   -0 46 05.6
 CQ1749;SPC TXNC     - 2,095,003.765 1,027,429.908   MT  0.99992920   +2 28 47.6
 CQ1749;SPC TXNC     - 6,873,358.19  3,370,826.29   sFT  0.99992920   +2 28 47.6
 CQ1749;UTM  15      - 3,589,604.186   410,412.486   MT  0.99969897   -0 30 40.5
 CQ1749
 CQ1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1749!SPC LA N     -   0.99998798  x   0.99995616  =   0.99994414
 CQ1749!SPC TXNC     -   0.99998798  x   0.99992920  =   0.99991718
 CQ1749!UTM  15      -   0.99998798  x   0.99969897  =   0.99968696
 CQ1749
 CQ1749:                Primary Azimuth Mark                     Grid Az
 CQ1749:SPC LA N     -  9B004                                    001 09 40.3
 CQ1749:SPC TXNC     -  9B004                                    357 54 47.1
 CQ1749:UTM  15      -  9B004                                    000 54 15.2
 CQ1749
 CQ1749|---------------------------------------------------------------------|
 CQ1749| PID    Reference Object                     Distance      Geod. Az  |
 CQ1749|                                                           dddmmss.s |
 CQ1749| CQ3233 9B004                               470.346 METERS 0002334.7 |
 CQ1749| CQ1748 GREENWOOD RM 1                                     0035302.5 |
 CQ1749| CQ1751 GREENWOOD RM 3                       23.952 METERS 01138     |
 CQ1749| CQ3292 SHREVEPORT SW GAS+ELEC CON STK      APPROX.20.7 KM 0654744.0 |
 CQ1749| CQ3198 KCS RR SHOPS CONCRETE STACK         APPROX.18.3 KM 0710046.2 |
 CQ1749| CQ3183 SHREVEPORT FAIRPARK HS SPIRE        APPROX.15.9 KM 0740549.1 |
 CQ1749| CQ3187 SHREVEPORT LIBBY O GLASS CO TK      APPROX.14.9 KM 0773253.2 |
 CQ1749| CQ3230 PARISH FARM WATER TANK              APPROX. 4.3 KM 0872731.2 |
 CQ1749| CQ3197 SHREVEPORT CREOSOTING CO TANK       APPROX.18.4 KM 0901257.7 |
 CQ1749| CQ3226 9B007                               340.931 METERS 09510     |
 CQ1749| CQ1750 GREENWOOD RM 2                       35.451 METERS 10239     |
 CQ1749| CQ3224 GREENWOOD LOOKOUT TOWER             APPROX. 6.0 KM 2254327.4 |
 CQ1749| CR1100 WASKOM MUNICIPAL TANK               APPROX.11.1 KM 2925625.6 |
 CQ1749|---------------------------------------------------------------------|
 CQ1749
 CQ1749                          SUPERSEDED SURVEY CONTROL
 CQ1749
 CQ1749  NAD 83(1992)-  32 26 23.88591(N)    093 57 10.88575(W) AD(       ) 1
 CQ1749  NAD 83(1986)-  32 26 23.89444(N)    093 57 10.87786(W) AD(       ) 1
 CQ1749  NAD 27      -  32 26 23.33600(N)    093 57 10.22100(W) AD(       ) 1
 CQ1749  NGVD 29 (??/??/??)  102.603  (m)          336.62   (f) ADJUSTED    1 2
 CQ1749
 CQ1749.Superseded values are not recommended for survey control.
 CQ1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1749.See file dsdata.txt to determine how the superseded data were derived.
 CQ1749
 CQ1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1041289604(NAD 83)
 CQ1749_MARKER: DS = TRIANGULATION STATION DISK
 CQ1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1749_STAMPING: GREENWOOD 1930
 CQ1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1749+STABILITY: SURFACE MOTION
 CQ1749
 CQ1749  HISTORY     - Date     Condition        Report By
 CQ1749  HISTORY     - 1930     MONUMENTED       CGS
 CQ1749  HISTORY     - 1935     GOOD             LAGS
 CQ1749  HISTORY     - 1950     GOOD             CGS
 CQ1749  HISTORY     - 1954     GOOD             CGS
 CQ1749  HISTORY     - 1954     GOOD             CGS
 CQ1749  HISTORY     - 1956     GOOD             CGS
 CQ1749  HISTORY     - 1958     GOOD             CGS
 CQ1749  HISTORY     - 1966     GOOD             CGS
 CQ1749  HISTORY     - 1966     GOOD             CGS
 CQ1749  HISTORY     - 1976     GOOD             NGS
 CQ1749  HISTORY     - 1976     GOOD             LADTD
 CQ1749  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1749  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1749
 CQ1749                          STATION DESCRIPTION
 CQ1749
 CQ1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ1749'STATION IS 1.4 MILES E OF GREENWOOD, 0.2 MILE S OF GATEWAY
 CQ1749'WITH STONE POSTS ON S SIDE OF HIGHWAY 80, ON LAND OWNED BY
 CQ1749'MARK MEYERS, ON N BROW OF RIDGE, ABOUT 2 METERS (7 FEET) E OF
 CQ1749'W ROAD FENCE LINE PROLONGED, 20.5 METERS (67 FEET) N BY
 CQ1749'E OF THE NE CORNER OF A LONG CHICKEN HOUSE, AND 35.5 METERS
 CQ1749'(116 FEET) W BY N OF NW CORNER OF CHICKEN HOUSE S OF ORCHARD.
 CQ1749'
 CQ1749'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ1749'DISKS SET IN CONCRETE.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 1 IS IN E FENCE LINE OF PRIVATE ROAD, 1.1
 CQ1749'METERS (4 FEET) S OF EASTERLY STONE GATE POST, ABOUT 20
 CQ1749'METERS (66 FEET) S OF HIGHWAY, AND 0.2 MILE FROM STATION
 CQ1749'N 63 DEG 53 MIN 03 SEC E.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 2 IS AT NW CORNER OF CHICKEN HOUSE S OF
 CQ1749'ORCHARD, AND 35.46 METERS (116.3 FEET) FROM STATION S 77 DEG 20 MIN E.
 CQ1749
 CQ1749                          STATION RECOVERY (1935)
 CQ1749
 CQ1749'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ1749'THE ORIGINAL DESCRIPTION OF THE STATION IS GOOD.  ALL MARKS
 CQ1749'RECOVERED.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 1 IS N OF STATION IN E FENCE LINE OF PRIVATE
 CQ1749'ROAD, 3.5 FEET S OF EASTERLY STONE GATE POST AND ABOUT 65
 CQ1749'FEET S OF HIGHWAY.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 2 IS SE OF A STATION AT NW CORNER OF
 CQ1749'CHICKEN HOUSE S OF ORCHARD.
 CQ1749
 CQ1749                          STATION RECOVERY (1950)
 CQ1749
 CQ1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CQ1749'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 CQ1749'CONDITION.  REFERENCE MARK NO. 1 WAS USED AS AN AZIMUTH
 CQ1749'MARK AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE STATION
 CQ1749'SITE AND REFERENCE POINTS HAVE BEEN CHANGED SO A NEW DESCRIPTION
 CQ1749'FOLLOWS.
 CQ1749'
 CQ1749'STATION IS LOCATED ABOUT 1-1/4 MILES EAST OF GREENWOOD AND
 CQ1749'0.2 MILE SOUTH OF U.S. HIGHWAY 80, NEAR THE HIGHEST PART OF A LOW
 CQ1749'FLAT TOP HILL AND ON PROPERTY OWNED BY MARK MEYERS OF SHREVEPORT.
 CQ1749'IT IS ABOUT 100 YARDS WEST OF A TRACK ROAD TO A FARM HOUSE, 0.1
 CQ1749'MILE NORTHEAST OF THE FARMHOUSE, 120 FEET WEST-NORTHWEST
 CQ1749'OF A LARGE TREE AT THE WEST END OF A ROW OF TREES, 69 FEET
 CQ1749'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BASEMENT
 CQ1749'AND 2 FEET NORTHEAST OF A WITNESS POST.  THE MARK DESCRIBED
 CQ1749'PROJECTS ABOUT 2 INCHES AND THE DISC
 CQ1749'IS STAMPED, GREENWOOD 1930.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 1 (AZIMUTH MARK)
 CQ1749'PROJECTS ABOUT 1 INCH AND THE DISC IS STAMPED, GREENWOOD AZI NO
 CQ1749'1 1930.  IT IS LOCATED NEAR THE STONE GATE POSTS AT THE
 CQ1749'ENTRANCE TO THE PROPERTY, 4 FEET SOUTH OF THE MOST EASTERLY
 CQ1749'POST, 70 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 80
 CQ1749'AND 2-1/2 FEET WEST OF A WITNESS POST.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 2, PROJECTS ABOUT
 CQ1749'3 INCHES AND THE DISC IS STAMPED, GREENWOOD NO 2 1930.  IT
 CQ1749'IS LOCATED 21 FEET SOUTHWEST OF A LARGE TREE AT THE WEST
 CQ1749'END OF A ROW OF TREES AND 23 FEET SOUTH OF A FENCE.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 3, PROJECTS ABOUT
 CQ1749'3 INCHES AND THE DISC IS STAMPED, GREENWOOD NO 3 1950.  IT
 CQ1749'IS LOCATED ON THE GENTLE NORTH SLOPE OF THE HILL, 63 FEET
 CQ1749'WEST OF A FENCE LINE ALONG THE WEST SIDE OF AN OLD ORCHARD.
 CQ1749'
 CQ1749'THE STATION WAS REACHED FROM THE INTERSECTION OF THE MAIN
 CQ1749'STREET AND U.S. HIGHWAY 80 IN GREENWOOD, BY GOING EAST ON
 CQ1749'U.S. HIGHWAY 80 FOR 1.4 MILE TO 4 STONE GATE POSTS ON THE
 CQ1749'RIGHT AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  TURN RIGHT
 CQ1749'OR SOUTH AND GO 0.2 MILE TO TOP OF GRADE, THENCE LEFT OR
 CQ1749'EAST FOR ABOUT 100 YARDS TO THE STATION SITE.
 CQ1749'
 CQ1749'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER, TRIANGULATION
 CQ1749'STATION LEIGHT 1950 WAS VISIBLE FROM THE GROUND.
 CQ1749
 CQ1749                          STATION RECOVERY (1954)
 CQ1749
 CQ1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 CQ1749'1.35 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 CQ1749'AT GREENWOOD, THENCE 0.2 MILE SOUTH ALONG AN ABANDONED ROAD,
 CQ1749'ON TOP OF A HILL, IN A CLEARING, 170 YARDS NORTHEAST OF AN
 CQ1749'ABANDONED HOUSE, 104 YARDS EAST OF A POWER POLE, 227 FEET
 CQ1749'EAST OF THE CENTER LINE OF THE ROAD, 71 FEET NORTHEAST OF
 CQ1749'THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A BUILDING,
 CQ1749'1.4 FEET NORTH OF A WITNESS POST, A TRIANGULATION STATION
 CQ1749'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 CQ1749'FOOT ABOVE THE GROUND, STAMPED GREENWOOD 1930.
 CQ1749'
 CQ1749'GREENWOOD R.M. 1 IS 0.2 MILE NORTH OF TRIANGULATION STATION
 CQ1749'GREENWOOD 1930, 50 FEET SOUTHWEST OF A POWER POLE, 69 FEET SOUTH
 CQ1749'OF THE CENTER LINE OF THE HIGHWAY, 3.7 FEET SOUTH OF THE
 CQ1749'MOST EASTERLY ONE OF FOUR STONE PILLARS, 30 FEET EAST OF THE
 CQ1749'CENTER LINE OF AN ABANDONED DRIVEWAY, 3.7 FEET SOUTH OF A
 CQ1749'FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 CQ1749'POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND, STAMPED
 CQ1749'GREENWOOD AZI NO 1 1930.
 CQ1749'
 CQ1749'GREENWOOD R.M. 2 IS 116.3 FEET EAST OF TRIANGULATION STATION
 CQ1749'GREENWOOD 1930, 22.4 FEET SOUTHWEST OF A 30 INCH MULLBERRY TREE,
 CQ1749'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 CQ1749'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED GREENWOOD
 CQ1749'NO 2 1930.
 CQ1749'
 CQ1749'GREENWOOD R.M. 3 IS 78.6 FEET NORTH OF TRIANGULATION STATION
 CQ1749'GREENWOOD 1930, A REFERENCE MARK DISK SET IN THE TOP OF A
 CQ1749'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE GROUND STAMPED
 CQ1749'GREENWOOD NO 3 1950.
 CQ1749
 CQ1749                          STATION RECOVERY (1954)
 CQ1749
 CQ1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 CQ1749'1.55 MI E FROM GREENWOOD.
 CQ1749'1.35 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1749'GREENWOOD, THENCE 0.2 MILE SOUTH ALONG AN ABANDONED ROAD, ON TOP OF A
 CQ1749'HILL, IN A CLEARING, 170 YARDS NORTHEAST OF AN ABANDONED HOUSE, 104
 CQ1749'YARDS EAST OF A POWER POLE, 227 FEET EAST OF THE CENTER LINE OF THE
 CQ1749'ROAD, 71 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 CQ1749'FOUNDATION OF A BUILDING, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE
 CQ1749'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CQ1749
 CQ1749                          STATION RECOVERY (1956)
 CQ1749
 CQ1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CQ1749'THE STATION AND REFERENCE MARKS NO. 2 AND NO. 3 AND THE
 CQ1749'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED..
 CQ1749'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CQ1749
 CQ1749                          STATION RECOVERY (1958)
 CQ1749
 CQ1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ1749'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN
 CQ1749'1950 AND ALL MARKS ARE IN GOOD CONDITION.  A NEW DESCRIPTION
 CQ1749'FOLLOWS.
 CQ1749'
 CQ1749'THE STATION IS LOCATED ABOUT 1.2 MILES EAST OF GREENWOOD
 CQ1749'ON THE HIGHEST PART OF A LOW FLAT TOP HILL, ABOUT 100 YARDS
 CQ1749'WEST OF A TRACK ROAD, 120 FEET WEST-NORTHWEST OF A LARGE
 CQ1749'TREE AT THE WEST END OF A ROW OF TREES, 69 FEET NORTHEAST
 CQ1749'OF THE NORTHEAST CORNER OF A CONCRETE BASEMENT AND 2 FEET
 CQ1749'NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 CQ1749'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GREENWOOD
 CQ1749'1930.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 70 FEET SOUTH OF THE
 CQ1749'CENTER OF U.S. HIGHWAY NO. 80 AND 4 FEET SOUTH OF THE EAST
 CQ1749'ROCK POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 CQ1749'GROUND AND IS STAMPED GREENWOOD AZI NO. 1 1930.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 2 IS 21 FEET SOUTHWEST OF A LARGE TREE
 CQ1749'AND 20 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES
 CQ1749'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GREENWOOD NO 2
 CQ1749'1930.
 CQ1749'
 CQ1749'REFERENCE MARK NO. 3 IS 63 FEET WEST OF A WIRE FENCE.  THE
 CQ1749'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CQ1749'IS STAMPED GREENWOOD NO 3 1930.
 CQ1749'
 CQ1749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 CQ1749'AND U.S. HIGHWAY NO. 80 IN THE CENTRAL PART OF GREENWOOD, GO
 CQ1749'EAST ON U.S. HIGHWAY NO. 80 FOR 1.2 MILES TO 4 STONE GATE
 CQ1749'POSTS ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, TURN
 CQ1749'RIGHT ON TRACK ROAD AND GO SOUTH FOR 0.2 MILE TO THE STATION
 CQ1749'AS DESCRIBED.
 CQ1749'
 CQ1749'OBSERVATIONS WERE MADE FROM A 90-TOWER.
 CQ1749
 CQ1749                          STATION RECOVERY (1966)
 CQ1749
 CQ1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ1749'STATION WAS VISITED 5/5/66 AND THE STATION MARK AND REFERENCE
 CQ1749'MARKS 2 AND 3 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 CQ1749'1 (AZIMUTH MARK) WAS DESTROYED BY ROAD CONSTRUCTION.  DUE
 CQ1749'TO ROAD CHANGES A COMPELETE NEW DESCRIPTION FOLLOWS.
 CQ1749'
 CQ1749'THE STATION IS ON A LOW FLAT TOPPED HILL, ABOUT 1.25 MILES
 CQ1749'EAST OF GREENWOOD AND 0.2 MILE SOUTH OF INTERSTATE HIGHWAY
 CQ1749'20 AND U.S. HIGHWAY 80, ON LAND OWNED BY MR. FOLSOM.
 CQ1749'
 CQ1749'STATION MARK IS A STANDARD DISK, STAMPED GREENWOOD 1930, SET
 CQ1749'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CQ1749'2 INCHES ABOVE THE GROUND.  IT IS 75 PACES EAST OF A THREE-WAY
 CQ1749'FORK IN A TRACK ROAD, 65 PACES NORTHEAST OF A TRACK ROAD
 CQ1749'LEADING SOUTHEAST, 129 FEET WEST OF A LARGE MULBERRY TREE,
 CQ1749'71 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 CQ1749'FOUNDATION FILLED WITH TIN CANS, 36 FEET EAST OF THE PROJECTED
 CQ1749'PLANE OF THE EAST WALL OF THE OLD FOUNDATION AND 1 FOOT EAST
 CQ1749'OF A METAL WITNESS POST.
 CQ1749'
 CQ1749'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREENWOOD NO
 CQ1749'2 1930, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CQ1749'PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS 116.31 FEET
 CQ1749'EAST-SOUTHEAST OF THE STATION, ON THE SOUTH SLOPE OF THE
 CQ1749'HILL, 23 FEET SOUTHWEST OF THE MULBERRY TREE, WHICH IS THE
 CQ1749'WEST ONE OF A ROW OF 5 MULBERRY TREES.
 CQ1749'
 CQ1749'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GREENWOOD NO
 CQ1749'3 1950, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 CQ1749'PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 78.60 FEET NORTH
 CQ1749'OF THE STATION, AT THE SOUTH EDGE OF A THICK GROVE OF PINE
 CQ1749'TREES AND 39 FEET SOUTHEAST OF A SMALL DRAW THAT LEADS TO THE
 CQ1749'NORTHEAST.
 CQ1749'
 CQ1749'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CQ1749'80 AND STATE HIGHWAY 169 IN GREENWOOD, GO EAST ON U.S. HIGHWAY
 CQ1749'80 FOR 1.25 MILES TO A METAL GATE ON THE RIGHT.  TURN RIGHT,
 CQ1749'THROUGH GATE, AND GO 0.2 MILE ON TRACK ROAD, TO THE SUMMIT
 CQ1749'OF THE HILL AT A THREE-WAY FORK.  TURN SHARP LEFT, ALONG
 CQ1749'TOP OF HILL, FOR 75 YARDS TO THE STATION AS DESCRIBED.
 CQ1749
 CQ1749                          STATION RECOVERY (1966)
 CQ1749
 CQ1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ1749'STATION WAS VISITED 10/3/66 AND THE 1966 DESCRIPTION BY
 CQ1749'A.K.H. FOUND TO BE ADEQUATE.
 CQ1749'
 CQ1749'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ1749'
 CQ1749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES
 CQ1749'EAST OF GREENWOOD
 CQ1749
 CQ1749                          STATION RECOVERY (1976)
 CQ1749
 CQ1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (KMM)
 CQ1749'LOCATED 1.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1749'GREENWOOD, CADDO PARISH, THENCE 0.2 MILES SOUTH ALONG AN ABANDONED
 CQ1749'ROAD, IN A GROWTH OF PINES ON TOP OF A HILL, 104 YARDS EAST OF A
 CQ1749'POWER POLE, 170 FEET NORTHEAST OF AN ABANDONED HOUSE, 227 FEET EAST
 CQ1749'OF THE CENTER LINE OF THE ROAD, 71 FEET NORTHEAST OF THE NORTHEAST
 CQ1749'CORNER OF THE CONCRETE FOUNDATION OF A BUILDING, AND 1.4 FEET
 CQ1749'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD TRAINGULATION
 CQ1749'STATION DISK, STAMPED GREENWOOD 1930 AND SET IN THE TOP OF A
 CQ1749'CONCRETE POST PROJECTING FOOT ABOVE THE GROUND.
 CQ1749'
 CQ1749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES EAST.
 CQ1749
 CQ1749                          STATION RECOVERY (1976)
 CQ1749
 CQ1749'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CQ1749'LOCATED 1.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1749'GREENWOOD, CADDO PARISH, THENCE 0.2 MILES SOUTH ALONG AN ABANDONED
 CQ1749'ROAD, IN A GROWTH OF PINES ON TOP OF A HILL, 104 YARDS EAST OF A POWER
 CQ1749'POLE, 170 FEET NORTHEAST OF AN ABANDONED HOUSE, 227 FEET EAST OF THE
 CQ1749'CENTER LINE OF THE ROAD, 71 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CQ1749'THE CONCRETE FOUNDATION OF A BUILDING, AND 1.4 FEET NORTH OF A WHITE
 CQ1749'WOODEN WITNESS POST.  A STANDARD TRIANGULATION STATION DISK, STAMPED
 CQ1749'GREENWOOD 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CQ1749'FEET ABOVE THE GROUND.
 CQ1749
 CQ1749                          STATION RECOVERY (1990)
 CQ1749
 CQ1749'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1749'MARK NOT FOUND.
 CQ1749
 CQ1749                          STATION RECOVERY (1999)
 CQ1749
 CQ1749'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3261 ***********************************************************************
 AU3261  DESIGNATION -  GREENWOOD
 AU3261  PID         -  AU3261
 AU3261  STATE/COUNTY-  LA/TERREBONNE
 AU3261  USGS QUAD   -  BAYOU COCODRIE (1980)
 AU3261
 AU3261                         *CURRENT SURVEY CONTROL
 AU3261  ___________________________________________________________________
 AU3261* NAD 83(1992)-  29 37 11.97343(N)    090 54 10.70986(W)     ADJUSTED  
 AU3261* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AU3261  **This station is located in a subsidence area (see below).
 AU3261  ___________________________________________________________________
 AU3261  X           -     -87,450.765 (meters)                     COMP
 AU3261  Y           -  -5,548,487.084 (meters)                     COMP
 AU3261  Z           -   3,133,812.129 (meters)                     COMP
 AU3261  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3261  ELLIP HEIGHT-         -24.24  (meters)          (02/21/02) GPS OBS
 AU3261  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AU3261
 AU3261  HORZ ORDER  -  FIRST
 AU3261  ELLP ORDER  -  FIFTH     CLASS I
 AU3261
 AU3261.The horizontal coordinates were established by GPS observations
 AU3261.and adjusted by the National Geodetic Survey in January 1993..
 AU3261
 AU3261 ** The orthometric height has not been validated since last determined
 AU3261 ** by differential leveling and should not be used for control purposes.
 AU3261 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3261 ** area with valid NAVD 88 orthometric heights.
 AU3261 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3261 ** epoch indicated which incorporates improved geoid heights for the
 AU3261 ** Southern Louisiana Subsidence area.
 AU3261 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3261.The orthometric height was determined by GPS observations and a
 AU3261.high-resolution geoid model.
 AU3261
 AU3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3261
 AU3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3261
 AU3261.The ellipsoidal height was determined by GPS observations
 AU3261.and is referenced to NAD 83.
 AU3261
 AU3261.The geoid height was determined by GEOID03.
 AU3261
 AU3261;                    North         East     Units Scale Factor Converg.
 AU3261;SPC LA S     -   124,223.965 1,041,678.689   MT  0.99994770   +0 12 54.7
 AU3261;SPC LA S     -   407,558.13  3,417,574.17   sFT  0.99994770   +0 12 54.7
 AU3261;UTM  15      - 3,278,515.647   703,042.687   MT  1.00010870   +1 02 12.5
 AU3261
 AU3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3261!SPC LA S     -   1.00000381  x   0.99994770  =   0.99995151
 AU3261!UTM  15      -   1.00000381  x   1.00010870  =   1.00011251
 AU3261
 AU3261|---------------------------------------------------------------------|
 AU3261| PID    Reference Object                     Distance      Geod. Az  |
 AU3261|                                                           dddmmss.s |
 AU3261| AU1406 L 227                                46.337 METERS 22651     |
 AU3261|---------------------------------------------------------------------|
 AU3261
 AU3261                          SUPERSEDED SURVEY CONTROL
 AU3261
 AU3261  ELLIP H (01/21/93)  -24.26   (m)                       GP(       ) 4 2
 AU3261  NAD 83(1986)-  29 37 11.99347(N)    090 54 10.70914(W) AD(       ) 1
 AU3261  NGVD 29 (04/21/89)    1.4    (m)            5.     (f) GPS OBS        
 AU3261
 AU3261.Superseded values are not recommended for survey control.
 AU3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3261.See file dsdata.txt to determine how the superseded data were derived.
 AU3261
 AU3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0304378516(NAD 83)
 AU3261_MARKER: I = METAL ROD
 AU3261_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU3261+WITH SETTING: INFORMATION.
 AU3261_SP_SET: DRIVEN INTO GROUND
 AU3261_STAMPING: L 27
 AU3261_MARK LOGO: LOCSUR
 AU3261_PROJECTION: FLUSH
 AU3261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3261+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3261
 AU3261  HISTORY     - Date     Condition        Report By
 AU3261  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3261  HISTORY     - 1986     GOOD             GEOHYD
 AU3261  HISTORY     - 19921204 GOOD             NOS
 AU3261  HISTORY     - 19950103 GOOD             MPHI
 AU3261
 AU3261                          STATION DESCRIPTION
 AU3261
 AU3261'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3261'THE STATION IS LOCATED ABOUT 20 MILES EAST OF MORGAN CITY, 15 MILES
 AU3261'WEST OF HOUMA.  ALONG THE NORTH SIDE OF US HIGHWAY 90 AND ON HIGHWAY
 AU3261'PROPERTY.
 AU3261'
 AU3261'THE STATION IS THE EAST ONE 2 STAINLESS STEEL RODS DRIVE IN THE
 AU3261'GROUND ABOUT FLUSH.  THE ROD IS ENCASED IN A WHITE PVC PIPE THAT
 AU3261'PROJECTS 3 INCHES AND IN A CONCRETE BASE.  IT IS 51.4 FEET NORTHEAST
 AU3261'OF THE CENTER LINE OF US HIGHWAY 90, 14.2 FEET EAST SOUTHEAST OF A
 AU3261'TIDE GAUGE, 34.2 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF BRIDGE
 AU3261'ACROSS BAYOU BLACK, 14.0 FEET EAST OF EAST EDGE OF SIDEWALK AND 9.1
 AU3261'FEET SOUTH OF SOUTH EDGE OF BAYOU BLACK.
 AU3261'
 AU3261'TO REACH THE STATION FROM THE WEST EDGE OF HOUMA AT THE INTERSECTION
 AU3261'OF US HIGHWAY 90 AND STATE HIGHWAY 315.  GO WESTERLY ON US HIGHWAY 90
 AU3261'FOR 14.2 MILES TO A BRIDGE ON RIGHT ACROSS BAYOU BLACK, THE GREENWOOD
 AU3261'SCHOOL ON THE LEFT AND STATION ON RIGHT AS DESCRIBED.
 AU3261
 AU3261                          STATION RECOVERY (1986)
 AU3261
 AU3261'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 AU3261'RECOVERED IN GOOD CONDITION.
 AU3261
 AU3261                          STATION RECOVERY (1992)
 AU3261
 AU3261'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AU3261'RECOVERED IN GOOD CONDITION.
 AU3261
 AU3261                          STATION RECOVERY (1995)
 AU3261
 AU3261'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3261'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3224 ***********************************************************************
 CQ3224  DESIGNATION -  GREENWOOD LOOKOUT TOWER
 CQ3224  PID         -  CQ3224
 CQ3224  STATE/COUNTY-  LA/CADDO
 CQ3224  USGS QUAD   -  GREENWOOD (1982)
 CQ3224
 CQ3224                         *CURRENT SURVEY CONTROL
 CQ3224  ___________________________________________________________________
 CQ3224* NAD 83(1992)-  32 24 07.60352(N)    093 59 55.60465(W)     ADJUSTED  
 CQ3224* NAVD 88     -                                                        
 CQ3224  ___________________________________________________________________
 CQ3224  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 CQ3224  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3224
 CQ3224  HORZ ORDER  -  THIRD
 CQ3224
 CQ3224.The horizontal coordinates were established by classical geodetic methods
 CQ3224.and adjusted by the National Geodetic Survey in February 1996..
 CQ3224
 CQ3224
 CQ3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3224
 CQ3224.The geoid height was determined by GEOID03.
 CQ3224
 CQ3224;                    North         East     Units Scale Factor Converg.
 CQ3224;SPC LA N     -   211,874.578   859,008.725   MT  0.99995037   -0 47 32.7
 CQ3224;SPC LA N     -   695,125.18  2,818,264.46   sFT  0.99995037   -0 47 32.7
 CQ3224;SPC TXNC     - 2,090,624.704 1,023,311.276   MT  0.99993641   +2 27 17.8
 CQ3224;SPC TXNC     - 6,858,991.22  3,357,313.74   sFT  0.99993641   +2 27 17.8
 CQ3224;UTM  15      - 3,585,446.923   406,071.987   MT  0.99970879   -0 32 06.9
 CQ3224
 CQ3224                          SUPERSEDED SURVEY CONTROL
 CQ3224
 CQ3224  NAD 83(1992)-  32 24 07.60607(N)    093 59 55.60225(W) AD(       ) 4
 CQ3224  NAD 83(1986)-  32 24 07.61381(N)    093 59 55.59531(W) AD(       ) 4
 CQ3224  NAD 27      -  32 24 07.05000(N)    093 59 54.93100(W) AD(       ) 3
 CQ3224
 CQ3224.Superseded values are not recommended for survey control.
 CQ3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3224.See file dsdata.txt to determine how the superseded data were derived.
 CQ3224
 CQ3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0607285447(NAD 83)
 CQ3224_MARKER: 57 = LOOKOUT TOWER
 CQ3224
 CQ3224  HISTORY     - Date     Condition        Report By
 CQ3224  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3224  HISTORY     - 19990206 GOOD             USPSQD
 CQ3224  HISTORY     - 20010315 GOOD             USPSQD
 CQ3224
 CQ3224                          STATION DESCRIPTION
 CQ3224
 CQ3224'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3224'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF GREENWOOD.
 CQ3224'IT HAS A GLASS ENCLOSED CAB SUPPORTED BY A 4-LEGGED STEEL
 CQ3224'STRUCTURE AND HAS AN OVER-ALL HEIGHT OF ABOUT 100 FEET.  IT IS
 CQ3224'PAINTED GRAY IN COLOR.  THE TOP AND CENTER WAS THE POINT
 CQ3224'INTERSECTED.
 CQ3224'
 CQ3224'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND U.S. HIGHWAY
 CQ3224'79 IN THE SOUTH EDGE OF GREENWOOD, GO SOUTHWEST ON U.S. HIGHWAY
 CQ3224'79 FOR 3.6 MILES TO THE STATION ON THE RIGHT.
 CQ3224
 CQ3224                          STATION RECOVERY (1999)
 CQ3224
 CQ3224'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3224'RECOVERED IN GOOD CONDITION.
 CQ3224
 CQ3224                          STATION RECOVERY (2001)
 CQ3224
 CQ3224'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ3224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1748 ***********************************************************************
 CQ1748  DESIGNATION -  GREENWOOD RM 1
 CQ1748  PID         -  CQ1748
 CQ1748  STATE/COUNTY-  LA/CADDO
 CQ1748  USGS QUAD   -  GREENWOOD (1982)
 CQ1748
 CQ1748                         *CURRENT SURVEY CONTROL
 CQ1748  ___________________________________________________________________
 CQ1748* NAD 83(1986)-  32 26 24.     (N)    093 57 11.     (W)     SCALED    
 CQ1748* NAVD 88     -        87.341  (meters)     286.55   (feet)  ADJUSTED  
 CQ1748  ___________________________________________________________________
 CQ1748  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1748  DYNAMIC HT  -          87.243 (meters)     286.23  (feet)  COMP
 CQ1748  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CQ1748
 CQ1748  VERT ORDER  -  FIRST     CLASS II
 CQ1748
 CQ1748.The horizontal coordinates were scaled from a topographic map and have
 CQ1748.an estimated accuracy of +/- 6 seconds.
 CQ1748
 CQ1748.The orthometric height was determined by differential leveling
 CQ1748.and adjusted by the National Geodetic Survey in June 1991..
 CQ1748
 CQ1748.The geoid height was determined by GEOID03.
 CQ1748
 CQ1748.The dynamic height is computed by dividing the NAVD 88
 CQ1748.geopotential number by the normal gravity value computed on the
 CQ1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1748.degrees latitude (g = 980.6199 gals.).
 CQ1748
 CQ1748.The modeled gravity was interpolated from observed gravity values.
 CQ1748
 CQ1748;                    North         East    Units  Estimated Accuracy
 CQ1748;SPC LA N     -   216,020.      863,370.      MT  (+/- 180 meters Scaled)
 CQ1748
 CQ1748                          SUPERSEDED SURVEY CONTROL
 CQ1748
 CQ1748  NGVD 29 (??/??/??)   87.413  (m)          286.79   (f) ADJUSTED    1 2
 CQ1748
 CQ1748.Superseded values are not recommended for survey control.
 CQ1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1748.See file dsdata.txt to determine how the superseded data were derived.
 CQ1748
 CQ1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR104896(NAD 83)
 CQ1748_MARKER: DR = REFERENCE MARK DISK
 CQ1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1748_STAMPING: GREENWOOD AZI NO 1 1930
 CQ1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1748+STABILITY: SURFACE MOTION
 CQ1748
 CQ1748  HISTORY     - Date     Condition        Report By
 CQ1748  HISTORY     - 1930     MONUMENTED       CGS
 CQ1748  HISTORY     - 1954     GOOD             CGS
 CQ1748  HISTORY     - 1976     MARK NOT FOUND   USGS
 CQ1748  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1748
 CQ1748                          STATION DESCRIPTION
 CQ1748
 CQ1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CQ1748'1.35 MI E FROM GREENWOOD.
 CQ1748'1.35 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1748'GREENWOOD, 50 FEET SOUTHWEST OF A POWER POLE, 69 FEET SOUTH OF THE
 CQ1748'CENTER LINE OF THE HIGHWAY, 0.2 MILE NORTH OF TRIANGULATION STATION
 CQ1748'GREENWOOD 1930, 3.7 FEET SOUTH OF THE MOST EASTERLY ONE OF FOUR STONE
 CQ1748'PILLARS, 30 FEET EAST OF THE CENTER LINE OF AN ABANDONED DRIVEWAY, 3.7
 CQ1748'FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1
 CQ1748'FOOT BELOW THE TOP OF THE GROUND.
 CQ1748
 CQ1748                          STATION RECOVERY (1976)
 CQ1748
 CQ1748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1748'MARK NOT FOUND.
 CQ1748
 CQ1748                          STATION RECOVERY (1999)
 CQ1748
 CQ1748'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1750 ***********************************************************************
 CQ1750  DESIGNATION -  GREENWOOD RM 2
 CQ1750  PID         -  CQ1750
 CQ1750  STATE/COUNTY-  LA/CADDO
 CQ1750  USGS QUAD   -  GREENWOOD (1982)
 CQ1750
 CQ1750                         *CURRENT SURVEY CONTROL
 CQ1750  ___________________________________________________________________
 CQ1750* NAD 83(1986)-  32 26 24.     (N)    093 57 11.     (W)     SCALED    
 CQ1750* NAVD 88     -       102.243  (meters)     335.44   (feet)  ADJUSTED  
 CQ1750  ___________________________________________________________________
 CQ1750  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1750  DYNAMIC HT  -         102.128 (meters)     335.06  (feet)  COMP
 CQ1750  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CQ1750
 CQ1750  VERT ORDER  -  FIRST     CLASS II
 CQ1750
 CQ1750.The horizontal coordinates were scaled from a topographic map and have
 CQ1750.an estimated accuracy of +/- 6 seconds.
 CQ1750
 CQ1750.The orthometric height was determined by differential leveling
 CQ1750.and adjusted by the National Geodetic Survey in June 1991..
 CQ1750
 CQ1750.The geoid height was determined by GEOID03.
 CQ1750
 CQ1750.The dynamic height is computed by dividing the NAVD 88
 CQ1750.geopotential number by the normal gravity value computed on the
 CQ1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1750.degrees latitude (g = 980.6199 gals.).
 CQ1750
 CQ1750.The modeled gravity was interpolated from observed gravity values.
 CQ1750
 CQ1750;                    North         East    Units  Estimated Accuracy
 CQ1750;SPC LA N     -   216,020.      863,370.      MT  (+/- 180 meters Scaled)
 CQ1750
 CQ1750                          SUPERSEDED SURVEY CONTROL
 CQ1750
 CQ1750  NGVD 29 (??/??/??)  102.308  (m)          335.66   (f) ADJUSTED    1 2
 CQ1750
 CQ1750.Superseded values are not recommended for survey control.
 CQ1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1750.See file dsdata.txt to determine how the superseded data were derived.
 CQ1750
 CQ1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR104896(NAD 83)
 CQ1750_MARKER: DR = REFERENCE MARK DISK
 CQ1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1750_STAMPING: GREENWOOD NO 2 1930
 CQ1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1750+STABILITY: SURFACE MOTION
 CQ1750
 CQ1750  HISTORY     - Date     Condition        Report By
 CQ1750  HISTORY     - 1930     MONUMENTED       CGS
 CQ1750  HISTORY     - 1954     GOOD             CGS
 CQ1750  HISTORY     - 1969     GOOD             LADTD
 CQ1750  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1750  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1750
 CQ1750                          STATION DESCRIPTION
 CQ1750
 CQ1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CQ1750'1.55 MI E FROM GREENWOOD.
 CQ1750'1.35 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1750'GREENWOOD, THENCE 0.2 MILE SOUTH ALONG AN ABANDONED ROAD, ON TOP OF A
 CQ1750'HILL, IN A CLEARING, 116.3 FEET EAST OF TRIANGULATION STATION
 CQ1750'GREENWOOD 1930, 22.4 FEET SOUTHWEST OF A 30 INCH MULLBERRY TREE, SET
 CQ1750'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CQ1750'GROUND.
 CQ1750
 CQ1750                          STATION RECOVERY (1969)
 CQ1750
 CQ1750'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 CQ1750'LOCATED 1.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1750'GREENWOOD, CADDO PARISH, THENCE 0.2 MILES SOUTH ALONG AN ABANDONED
 CQ1750'ROAD, IN A GROWTH OF PINES ON TOP OF A HILL, 116.3 FEET EAST OF
 CQ1750'TRIANGULATION STATION GREENWOOD, AND 22.4 FEET SOUTHWEST OF A 30 INCH
 CQ1750'MULBERRY TREE.  A STANDARD REFERENCE MARK DISK, STAMPED GREENWOOD NO.
 CQ1750'2 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 CQ1750'THE GROUND.
 CQ1750
 CQ1750                          STATION RECOVERY (1990)
 CQ1750
 CQ1750'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1750'MARK NOT FOUND.
 CQ1750
 CQ1750                          STATION RECOVERY (1999)
 CQ1750
 CQ1750'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1751 ***********************************************************************
 CQ1751  DESIGNATION -  GREENWOOD RM 3
 CQ1751  PID         -  CQ1751
 CQ1751  STATE/COUNTY-  LA/CADDO
 CQ1751  USGS QUAD   -  GREENWOOD (1982)
 CQ1751
 CQ1751                         *CURRENT SURVEY CONTROL
 CQ1751  ___________________________________________________________________
 CQ1751* NAD 83(1986)-  32 26 24.     (N)    093 57 11.     (W)     SCALED    
 CQ1751* NAVD 88     -       101.998  (meters)     334.64   (feet)  ADJUSTED  
 CQ1751  ___________________________________________________________________
 CQ1751  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1751  DYNAMIC HT  -         101.883 (meters)     334.26  (feet)  COMP
 CQ1751  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CQ1751
 CQ1751  VERT ORDER  -  FIRST     CLASS II
 CQ1751
 CQ1751.The horizontal coordinates were scaled from a topographic map and have
 CQ1751.an estimated accuracy of +/- 6 seconds.
 CQ1751
 CQ1751.The orthometric height was determined by differential leveling
 CQ1751.and adjusted by the National Geodetic Survey in June 1991..
 CQ1751
 CQ1751.The geoid height was determined by GEOID03.
 CQ1751
 CQ1751.The dynamic height is computed by dividing the NAVD 88
 CQ1751.geopotential number by the normal gravity value computed on the
 CQ1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1751.degrees latitude (g = 980.6199 gals.).
 CQ1751
 CQ1751.The modeled gravity was interpolated from observed gravity values.
 CQ1751
 CQ1751;                    North         East    Units  Estimated Accuracy
 CQ1751;SPC LA N     -   216,020.      863,370.      MT  (+/- 180 meters Scaled)
 CQ1751
 CQ1751                          SUPERSEDED SURVEY CONTROL
 CQ1751
 CQ1751  NGVD 29 (??/??/??)  102.063  (m)          334.85   (f) ADJUSTED    1 2
 CQ1751
 CQ1751.Superseded values are not recommended for survey control.
 CQ1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1751.See file dsdata.txt to determine how the superseded data were derived.
 CQ1751
 CQ1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR104896(NAD 83)
 CQ1751_MARKER: DR = REFERENCE MARK DISK
 CQ1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1751_STAMPING: GREENWOOD NO 3 1930
 CQ1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1751+STABILITY: SURFACE MOTION
 CQ1751
 CQ1751  HISTORY     - Date     Condition        Report By
 CQ1751  HISTORY     - 1930     MONUMENTED       CGS
 CQ1751  HISTORY     - 1954     GOOD             CGS
 CQ1751  HISTORY     - 1976     GOOD             LADTD
 CQ1751  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1751  HISTORY     - 19990206 GOOD             USPSQD
 CQ1751
 CQ1751                          STATION DESCRIPTION
 CQ1751
 CQ1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CQ1751'1.55 MI E FROM GREENWOOD.
 CQ1751'1.35 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1751'GREENWOOD, THENCE 0.2 MILE SOUTH ALONG AN ABANDONED ROAD, ON TOP OF A
 CQ1751'HILL, IN A CLEARING, 78.6 FEET NORTH OF TRIANGULATION STATION
 CQ1751'GREENWOOD 1930, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CQ1751'FOOT ABOVE THE GROUND.
 CQ1751
 CQ1751                          STATION RECOVERY (1976)
 CQ1751
 CQ1751'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CQ1751'LOCATED 1.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1751'GREENWOOD, CADDO PARISH, THENCE 0.2 MILE SOUTH ALONG AN ABANDONED
 CQ1751'ROAD, IN A GROWTH OF PINES ON TOP OF A HILL, 78.6 FEET NORTH OF
 CQ1751'TRIANGULATION STATION GREENWOOD.  A STANDARD REFERENCE MARK DISK,
 CQ1751'STAMPED GREENWOOD NO. 3 1950 AND SET IN THE TOP OF A CONCRETE POST
 CQ1751'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ1751
 CQ1751                          STATION RECOVERY (1990)
 CQ1751
 CQ1751'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1751'MARK NOT FOUND.
 CQ1751
 CQ1751                          STATION RECOVERY (1999)
 CQ1751
 CQ1751'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2684 ***********************************************************************
 AU2684  DESIGNATION -  GRETNA 1871
 AU2684  PID         -  AU2684
 AU2684  STATE/COUNTY-  LA/JEFFERSON
 AU2684  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2684
 AU2684                         *CURRENT SURVEY CONTROL
 AU2684  ___________________________________________________________________
 AU2684* NAD 83(1992)-  29 54 05.90985(N)    090 04 00.19668(W)     ADJUSTED  
 AU2684* NAVD 88     -         1.67   (+/-2cm)       5.5  **(feet)  VERTCON   
 AU2684  **This station is located in a subsidence area (see below).
 AU2684  ___________________________________________________________________
 AU2684  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2684  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AU2684
 AU2684  HORZ ORDER  -  SECOND
 AU2684  VERT ORDER  -  THIRD ? (See Below)
 AU2684
 AU2684.The horizontal coordinates were established by classical geodetic methods
 AU2684.and adjusted by the National Geodetic Survey in January 1993..
 AU2684
 AU2684 ** The orthometric height has not been validated since last determined
 AU2684 ** by differential leveling and should not be used for control purposes.
 AU2684 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2684 ** area with valid NAVD 88 orthometric heights.
 AU2684 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2684 ** epoch indicated which incorporates improved geoid heights for the
 AU2684 ** Southern Louisiana Subsidence area.
 AU2684 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2684.The vertical order pertains to the NGVD 29 superseded value.
 AU2684
 AU2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2684
 AU2684.The geoid height was determined by GEOID03.
 AU2684
 AU2684;                    North         East     Units Scale Factor Converg.
 AU2684;SPC LA S     -   156,040.072 1,122,319.628   MT  0.99992724   +0 37 60.0
 AU2684;SPC LA S     -   511,941.47  3,682,143.65   sFT  0.99992724   +0 37 60.0
 AU2684;UTM  15      - 3,311,503.005   783,249.194   MT  1.00059000   +1 27 47.7
 AU2684;UTM  16      - 3,311,839.820   203,858.954   MT  1.00068218   -1 31 47.7
 AU2684
 AU2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2684!SPC LA S     -   1.00000381  x   0.99992724  =   0.99993105
 AU2684!UTM  15      -   1.00000381  x   1.00059000  =   1.00059381
 AU2684!UTM  16      -   1.00000381  x   1.00068218  =   1.00068599
 AU2684
 AU2684:                Primary Azimuth Mark                     Grid Az
 AU2684:SPC LA S     -  HOPE HAVEN CONVENT BLACK TANK            249 56 30.6
 AU2684:UTM  15      -  HOPE HAVEN CONVENT BLACK TANK            249 06 42.9
 AU2684:UTM  16      -  HOPE HAVEN CONVENT BLACK TANK            252 06 18.3
 AU2684
 AU2684|---------------------------------------------------------------------|
 AU2684| PID    Reference Object                     Distance      Geod. Az  |
 AU2684|                                                           dddmmss.s |
 AU2684| AU2656 HOPE HAVEN CONVENT BLACK TANK       APPROX. 3.6 KM 2503430.6 |
 AU2684| AU2658 JEFFERSON DIST NO 2 BLACK TANK      APPROX. 2.8 KM 2635522.0 |
 AU2684| AU2671 HARVEY W HIGH LINE TWR SW UPRT      APPROX. 1.8 KM 2920052.5 |
 AU2684| AU2728 HARVEY SWIFT AND CO TANK            APPROX. 2.1 KM 2921420.1 |
 AU2684| AU2672 HARVEY E HIGH LINE TWR SW UPRT      APPROX. 1.7 KM 2942912.0 |
 AU2684| AU2680 HARVEY WATER TANK                   APPROX. 1.0 KM 3205827.3 |
 AU2684| AU2646 AMERICAN 1929                       APPROX. 5.6 KM 3555852.8 |
 AU2684|---------------------------------------------------------------------|
 AU2684
 AU2684                          SUPERSEDED SURVEY CONTROL
 AU2684
 AU2684  NAD 83(1986)-  29 54 05.92507(N)    090 04 00.19710(W) AD(       ) 2
 AU2684  NAD 27      -  29 54 05.18575(N)    090 03 59.93954(W) AD(       ) 2
 AU2684  NGVD 29 (07/19/86)    1.73   (m)            5.7    (f) LEVELING    3  
 AU2684
 AU2684.Superseded values are not recommended for survey control.
 AU2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2684.See file dsdata.txt to determine how the superseded data were derived.
 AU2684
 AU2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8324911503(NAD 83)
 AU2684_MARKER: DS = TRIANGULATION STATION DISK
 AU2684_SETTING: 0 = UNSPECIFIED SETTING
 AU2684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2684
 AU2684  HISTORY     - Date     Condition        Report By
 AU2684  HISTORY     - 1874     MONUMENTED       CGS
 AU2684  HISTORY     - 1952     GOOD             CGS
 AU2684  HISTORY     - 1964     MARK NOT FOUND   USGS
 AU2684  HISTORY     - 1965     GOOD             CGS
 AU2684
 AU2684                          STATION DESCRIPTION
 AU2684
 AU2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (CHB)
 AU2684'ABOUT 0.9 MILE S OF GRETNA, ON THE WESTERN BANK OF THE EASTERNMOST
 AU2684'DRAINAGE DITCH (ON LAND BELONGING TO A MR. MAYRONNE), WHICH IS
 AU2684'ON THE DIVIDING LINE BETWEEN LAND BELONGING TO ED GARDERE TO THE
 AU2684'W AND MR. MAYRONNE TO THE E, 53 PACES 120 DEG MAGNETIC FROM A
 AU2684'TRIANGLE BLAZED ON THE SOUTHEASTERNMOST ONE OF A GROUP OF LARGE
 AU2684'LIVE-OAK TREES IN A PASTURE W OF THE STATION, 1.3 METERS (4
 AU2684'FEET) E OF THE DIVIDING LINE FENCE, 10.2 METERS (33 FEET) N OF
 AU2684'THE CENTER LINE OF THE E-W DRAINAGE DITCH WHICH CROSSES THE
 AU2684'DITCH UPON WHICH THE MARK IS LOCATED, AND ABOUT 200 PACES E
 AU2684'OF A CANAL WHICH IS NO LONGER IN USE.  THERE ARE TWO DITCHES,
 AU2684'ONE ON EITHER SIDE OF THE DIVIDING LINE FENCE.
 AU2684'
 AU2684'THE STATION IS MARKED BY A 4-INCH IRON SCREWPILE WITH AN 8-INCH
 AU2684'CAST IRON CAP INSCRIBED U.S. COAST SURVEY 1871.  THE MARK PROJECTS
 AU2684'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 AU2684
 AU2684                          STATION RECOVERY (1952)
 AU2684
 AU2684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2684'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECVERY
 AU2684'NOTE IS INADEQUATE.  A REVISED DESCRIPTION FOLLOWS--
 AU2684'
 AU2684'STATION IS LOCATED ABOUT 0.9 MI. S OF GRETNA, ON THE W BANK OF THE
 AU2684'E-MOST DRAINAGE DITCH, ON LAND BELONGING TO MR. MAYRONNE
 AU2684'WHICH IS ON THE DIVIDING LINE BETWEEN LAND BELONGING TO MR. GARDERE
 AU2684'TO THE W AND MR. MAYRONNE TO THE E, 160 FT. SE OF A LARGE LIVE
 AU2684'OAK TREE WITH A TRIANGLE BLAZED ON IT, 4 FT. E OF THE
 AU2684'DIVIDING-LINE FENC, 33 FT. N OF THE E-W DRAINAGE DITCH, AND ABOUT
 AU2684'700 FT. E OF AN ABANDONED CANAL.  STATION IS MARKED BY A
 AU2684'4-IN. IRON SCREW PILE WITH AN 8-IN. CAST-IRON INSCRIBED U.S.
 AU2684'COAST SURVEY 1871.  THE MARK PROJECTS 12 IN. ABOVE THE GROUND.
 AU2684'
 AU2684'TO REACH THE STATION FROM THE INTERSECTION OF THE INTRACOASTAL
 AU2684'CANAL AND FOURTH STREET IN HARVEY, PROCEED E ON FOURTH STREET
 AU2684'FOR 0.8 MI. TO MANHATTAN STREET, TURN RIGHT (S) FOR 0.4 MI. TO
 AU2684'EIGHTH STREET, TURN RIGHT (W) ON EIGHTH STREET FOR 400 FT. TO THE
 AU2684'FIRST HOUSE ON THE S SIDE OF THE ROAD, PASS THROUGH THE BARNYARD
 AU2684'ON A FIELD ROAD AND GO S FOR 0.35 MI. TO A DITCH INTERSECTION
 AU2684'AND THE STATION ON THE RIGHT.
 AU2684
 AU2684                          STATION RECOVERY (1964)
 AU2684
 AU2684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 AU2684'STATION COULD NOT BE FOUND BECAUSE OF NEW CONSTRUCTION.
 AU2684
 AU2684                          STATION RECOVERY (1965)
 AU2684
 AU2684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU2684'THE MARK WAS RECOVERED IN GOOD CONDITION EXCEPT THAT THE MARK
 AU2684'IS NOW 4 FEET WEST OF A NORTH-SOUTH FENCE AND THE DITCHES ARE
 AU2684'NO LONGER NOTICEABLE.
 AU2684'
 AU2684'FOLLOWING IS A NEW TO REACH.
 AU2684'
 AU2684'TO REACH FROM THE INTERSECTION OF EXPRESSWAY AND MANHATTAN
 AU2684'BOULEVARD, WHICH IS JUST EAST OF THE HARVEY CANAL, GO SOUTH ON
 AU2684'MANHATTAN BOULEVARD FOR ABOUT 100 FEET, THEN RIGHT WEST ON ACCESS
 AU2684'ROAD, PASSING A USED CAR LOT ON THE LEFT, FOR 0.1 MILE TO A DIM
 AU2684'CLEARING ON THE LEFT AT A FIRE PLUG.  TURN LEFT (S) FOR ABOUT
 AU2684'150 YARDS TO THE STATION AS DESCRIBED.
 AU2684'
 AU2684'NOTE--THE STATION CAN BE DRIVEN TO IN DRY WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2639 ***********************************************************************
 AU2639  DESIGNATION -  GRETNA HARBOR TRAFFIC LT ECC
 AU2639  PID         -  AU2639
 AU2639  STATE/COUNTY-  LA/JEFFERSON
 AU2639  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2639
 AU2639                         *CURRENT SURVEY CONTROL
 AU2639  ___________________________________________________________________
 AU2639* NAD 83(1992)-  29 55 30.37581(N)    090 03 32.49737(W)     ADJUSTED  
 AU2639* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 AU2639  **This station is located in a subsidence area (see below).
 AU2639  ___________________________________________________________________
 AU2639  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2639  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU2639
 AU2639  HORZ ORDER  -  THIRD
 AU2639
 AU2639.The horizontal coordinates were established by classical geodetic methods
 AU2639.and adjusted by the National Geodetic Survey in January 1993..
 AU2639
 AU2639 ** The orthometric height has not been validated since last determined
 AU2639 ** by differential leveling and should not be used for control purposes.
 AU2639 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2639 ** area with valid NAVD 88 orthometric heights.
 AU2639 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2639 ** epoch indicated which incorporates improved geoid heights for the
 AU2639 ** Southern Louisiana Subsidence area.
 AU2639 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2639.The orthometric height was scaled from a topographic map.
 AU2639
 AU2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2639
 AU2639.The geoid height was determined by GEOID03.
 AU2639
 AU2639;                    North         East     Units Scale Factor Converg.
 AU2639;SPC LA S     -   158,648.831 1,123,033.728   MT  0.99992661   +0 38 13.8
 AU2639;SPC LA S     -   520,500.37  3,684,486.49   sFT  0.99992661   +0 38 13.8
 AU2639;UTM  15      - 3,314,123.582   783,925.859   MT  1.00059473   +1 28 05.3
 AU2639;UTM  16      - 3,314,421.698   204,671.653   MT  1.00067625   -1 31 37.8
 AU2639
 AU2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2639!SPC LA S     -   1.00000299  x   0.99992661  =   0.99992960
 AU2639!UTM  15      -   1.00000299  x   1.00059473  =   1.00059772
 AU2639!UTM  16      -   1.00000299  x   1.00067625  =   1.00067924
 AU2639
 AU2639:                Primary Azimuth Mark                     Grid Az
 AU2639:SPC LA S     -  ALGIERS NAVAL STA WEST RAD TWR           044 35 30.6
 AU2639:UTM  15      -  ALGIERS NAVAL STA WEST RAD TWR           043 45 39.1
 AU2639:UTM  16      -  ALGIERS NAVAL STA WEST RAD TWR           046 45 22.2
 AU2639
 AU2639|---------------------------------------------------------------------|
 AU2639| PID    Reference Object                     Distance      Geod. Az  |
 AU2639|                                                           dddmmss.s |
 AU2639| AU2695 ALGIERS NAVAL STA WEST RAD TWR      APPROX. 3.6 KM 0451344.4 |
 AU2639| AU2710 GRETNA RAD STA WDSU N TWR           APPROX. 2.2 KM 1625756.1 |
 AU2639| AU2643 GRETNA HARBOR TRAFFIC LT 1946         8.368 METERS 22135     |
 AU2639| AU2678 NEW ORLEANS ST MARYS CH TOWER       APPROX. 1.6 KM 2881055.8 |
 AU2639|---------------------------------------------------------------------|
 AU2639
 AU2639                          SUPERSEDED SURVEY CONTROL
 AU2639
 AU2639  NAD 83(1986)-  29 55 30.39067(N)    090 03 32.49739(W) AD(       ) 3
 AU2639  NAD 27      -  29 55 29.65700(N)    090 03 32.24800(W) AD(       ) 3
 AU2639
 AU2639.Superseded values are not recommended for survey control.
 AU2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2639.See file dsdata.txt to determine how the superseded data were derived.
 AU2639
 AU2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8392614124(NAD 83)
 AU2639_MARKER: 14 = NAVIGATION LIGHT
 AU2639
 AU2639  HISTORY     - Date     Condition        Report By
 AU2639  HISTORY     - 1946     FIRST OBSERVED   CGS
 AU2639
 AU2639                          STATION DESCRIPTION
 AU2639
 AU2639'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2643 ***********************************************************************
 AU2643  DESIGNATION -  GRETNA HARBOR TRAFFIC LT 1946
 AU2643  PID         -  AU2643
 AU2643  STATE/COUNTY-  LA/JEFFERSON
 AU2643  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2643
 AU2643                         *CURRENT SURVEY CONTROL
 AU2643  ___________________________________________________________________
 AU2643* NAD 83(1992)-  29 55 30.17251(N)    090 03 32.70441(W)     ADJUSTED  
 AU2643* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 AU2643  **This station is located in a subsidence area (see below).
 AU2643  ___________________________________________________________________
 AU2643  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2643  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU2643
 AU2643  HORZ ORDER  -  THIRD
 AU2643
 AU2643.The horizontal coordinates were established by classical geodetic methods
 AU2643.and adjusted by the National Geodetic Survey in January 1993..
 AU2643
 AU2643 ** The orthometric height has not been validated since last determined
 AU2643 ** by differential leveling and should not be used for control purposes.
 AU2643 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2643 ** area with valid NAVD 88 orthometric heights.
 AU2643 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2643 ** epoch indicated which incorporates improved geoid heights for the
 AU2643 ** Southern Louisiana Subsidence area.
 AU2643 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2643.The orthometric height was scaled from a topographic map.
 AU2643
 AU2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2643
 AU2643.The geoid height was determined by GEOID03.
 AU2643
 AU2643;                    North         East     Units Scale Factor Converg.
 AU2643;SPC LA S     -   158,642.510 1,123,028.245   MT  0.99992661   +0 38 13.7
 AU2643;SPC LA S     -   520,479.63  3,684,468.50   sFT  0.99992661   +0 38 13.7
 AU2643;UTM  15      - 3,314,117.178   783,920.465   MT  1.00059469   +1 28 05.2
 AU2643;UTM  16      - 3,314,415.584   204,665.931   MT  1.00067629   -1 31 37.9
 AU2643
 AU2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2643!SPC LA S     -   1.00000299  x   0.99992661  =   0.99992960
 AU2643!UTM  15      -   1.00000299  x   1.00059469  =   1.00059768
 AU2643!UTM  16      -   1.00000299  x   1.00067629  =   1.00067928
 AU2643
 AU2643                          SUPERSEDED SURVEY CONTROL
 AU2643
 AU2643  NAD 83(1986)-  29 55 30.18737(N)    090 03 32.70442(W) AD(       ) 3
 AU2643  NAD 27      -  29 55 29.45400(N)    090 03 32.45500(W) AD(       ) 3
 AU2643
 AU2643.Superseded values are not recommended for survey control.
 AU2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2643.See file dsdata.txt to determine how the superseded data were derived.
 AU2643
 AU2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8392014117(NAD 83)
 AU2643_MARKER: 14 = NAVIGATION LIGHT
 AU2643
 AU2643  HISTORY     - Date     Condition        Report By
 AU2643  HISTORY     - 1946     FIRST OBSERVED   CGS
 AU2643  HISTORY     - 1952     GOOD             CGS
 AU2643
 AU2643                          STATION DESCRIPTION
 AU2643
 AU2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 AU2643'STATION IS ON TOP OF THE LEVEE, ON THE SE BANK OF THE MISSISSIPPI
 AU2643'RIVER, ABOUT 0.35 MILE NE OF THE GRETNA LANDING OF THE JACKSON
 AU2643'AVENUE FERRY.  THE POINT LOCATED WAS THE CENTER OF THE BASE
 AU2643'OF THE WHITE STEEL SKELETON TOWER.  THE LIGHT IS USED FOR
 AU2643'CONTROLLING RIVER TRAFFIC DURING FLOOD STAGE.
 AU2643'
 AU2643'NO REFERENCE MARKS, AZIMUTH MARK, OR WITNESS MARK WAS SET.
 AU2643
 AU2643                          STATION RECOVERY (1952)
 AU2643
 AU2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2643'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2643'IS ADEQUATE AND COMPLETE.
 AU2643'
 AU2643'ACCORDING TO THE 1952 LIGHT LIST, THE LIGHT WAS CONSTRUCTED
 AU2643'IN 1934 AND HAS NOT BEEN REBUILT SINCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2689 ***********************************************************************
 AU2689  DESIGNATION -  GRETNA MUNICIPAL WATER TANK
 AU2689  PID         -  AU2689
 AU2689  STATE/COUNTY-  LA/JEFFERSON
 AU2689  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2689
 AU2689                         *CURRENT SURVEY CONTROL
 AU2689  ___________________________________________________________________
 AU2689* NAD 83(1992)-  29 54 01.63186(N)    090 02 46.52396(W)     ADJUSTED  
 AU2689* NAVD 88     -                                                        
 AU2689  **This station is located in a subsidence area (see below).
 AU2689  ___________________________________________________________________
 AU2689  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2689  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU2689
 AU2689  HORZ ORDER  -  THIRD
 AU2689
 AU2689.The horizontal coordinates were established by classical geodetic methods
 AU2689.and adjusted by the National Geodetic Survey in January 1993..
 AU2689
 AU2689 ** The orthometric height has not been validated since last determined
 AU2689 ** by differential leveling and should not be used for control purposes.
 AU2689 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2689 ** area with valid NAVD 88 orthometric heights.
 AU2689 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2689 ** epoch indicated which incorporates improved geoid heights for the
 AU2689 ** Southern Louisiana Subsidence area.
 AU2689 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2689
 AU2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2689
 AU2689.The geoid height was determined by GEOID03.
 AU2689
 AU2689;                    North         East     Units Scale Factor Converg.
 AU2689;SPC LA S     -   155,930.385 1,124,297.343   MT  0.99992727   +0 38 36.8
 AU2689;SPC LA S     -   511,581.60  3,688,632.20   sFT  0.99992727   +0 38 36.8
 AU2689;UTM  15      - 3,311,421.920   785,229.615   MT  1.00060389   +1 28 24.3
 AU2689;UTM  16      - 3,311,655.422   205,832.594   MT  1.00066780   -1 31 10.7
 AU2689
 AU2689                          SUPERSEDED SURVEY CONTROL
 AU2689
 AU2689  NAD 83(1986)-  29 54 01.64642(N)    090 02 46.52419(W) AD(       ) 4
 AU2689  NAD 27      -  29 54 00.90782(N)    090 02 46.26860(W) AD(       ) 3
 AU2689
 AU2689.Superseded values are not recommended for survey control.
 AU2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2689.See file dsdata.txt to determine how the superseded data were derived.
 AU2689
 AU2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8523011422(NAD 83)
 AU2689_MARKER: 53 = ELEVATED TANK
 AU2689
 AU2689  HISTORY     - Date     Condition        Report By
 AU2689  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2689  HISTORY     - 1972     GOOD             NGS
 AU2689  HISTORY     - 20030507 GOOD             USPSQD
 AU2689
 AU2689                          STATION DESCRIPTION
 AU2689
 AU2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2689'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 AU2689'8 LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED GREEN.  THE
 AU2689'OVERALL HEIGHT IS ABOUT 130 FEET.
 AU2689'
 AU2689'IT IS LOCATED IN THE SOUTHERN PART OF GRETNA, ON THE EAST SIDE
 AU2689'OF STATE HIGHWAY 23.
 AU2689'
 AU2689'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE
 AU2689'HIGHWAY 23 IN GRETNA, GO SOUTH ON STATE HIGHWAY 23 FOR 0.9
 AU2689'MILE TO THE TANK ON THE LEFT.
 AU2689
 AU2689                          STATION RECOVERY (1972)
 AU2689
 AU2689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2689'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2689'IS ADEQUATE.
 AU2689
 AU2689                          STATION RECOVERY (2003)
 AU2689
 AU2689'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AU2689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2685 ***********************************************************************
 AU2685  DESIGNATION -  GRETNA PUBLICKER CHEM CORP TK
 AU2685  PID         -  AU2685
 AU2685  STATE/COUNTY-  LA/JEFFERSON
 AU2685  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2685
 AU2685                         *CURRENT SURVEY CONTROL
 AU2685  ___________________________________________________________________
 AU2685* NAD 83(1992)-  29 55 07.28816(N)    090 03 46.28176(W)     ADJUSTED  
 AU2685* NAVD 88     -                                                        
 AU2685  **This station is located in a subsidence area (see below).
 AU2685  ___________________________________________________________________
 AU2685  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2685  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU2685
 AU2685  HORZ ORDER  -  THIRD
 AU2685
 AU2685.The horizontal coordinates were established by classical geodetic methods
 AU2685.and adjusted by the National Geodetic Survey in January 1993..
 AU2685
 AU2685 ** The orthometric height has not been validated since last determined
 AU2685 ** by differential leveling and should not be used for control purposes.
 AU2685 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2685 ** area with valid NAVD 88 orthometric heights.
 AU2685 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2685 ** epoch indicated which incorporates improved geoid heights for the
 AU2685 ** Southern Louisiana Subsidence area.
 AU2685 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2685
 AU2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2685
 AU2685.The geoid height was determined by GEOID03.
 AU2685
 AU2685;                    North         East     Units Scale Factor Converg.
 AU2685;SPC LA S     -   157,933.907 1,122,671.937   MT  0.99992677   +0 38 06.9
 AU2685;SPC LA S     -   518,154.83  3,683,299.51   sFT  0.99992677   +0 38 06.9
 AU2685;UTM  15      - 3,313,403.007   783,574.238   MT  1.00059227   +1 27 57.4
 AU2685;UTM  16      - 3,313,720.420   204,282.830   MT  1.00067908   -1 31 43.6
 AU2685
 AU2685                          SUPERSEDED SURVEY CONTROL
 AU2685
 AU2685  NAD 83(1986)-  29 55 07.30304(N)    090 03 46.28102(W) AD(       ) 4
 AU2685  NAD 27      -  29 55 06.56568(N)    090 03 46.02258(W) AD(       ) 3
 AU2685
 AU2685.Superseded values are not recommended for survey control.
 AU2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2685.See file dsdata.txt to determine how the superseded data were derived.
 AU2685
 AU2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8357413403(NAD 83)
 AU2685_MARKER: 51 = TANK
 AU2685
 AU2685  HISTORY     - Date     Condition        Report By
 AU2685  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2685
 AU2685                          STATION DESCRIPTION
 AU2685
 AU2685'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2686 ***********************************************************************
 AU2686  DESIGNATION -  GRETNA PUBLICKER CHEM CORP STK
 AU2686  PID         -  AU2686
 AU2686  STATE/COUNTY-  LA/JEFFERSON
 AU2686  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2686
 AU2686                         *CURRENT SURVEY CONTROL
 AU2686  ___________________________________________________________________
 AU2686* NAD 83(1992)-  29 55 14.48275(N)    090 03 44.58394(W)     ADJUSTED  
 AU2686* NAVD 88     -                                                        
 AU2686  **This station is located in a subsidence area (see below).
 AU2686  ___________________________________________________________________
 AU2686  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2686  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU2686
 AU2686  HORZ ORDER  -  THIRD
 AU2686
 AU2686.The horizontal coordinates were established by classical geodetic methods
 AU2686.and adjusted by the National Geodetic Survey in January 1993..
 AU2686
 AU2686 ** The orthometric height has not been validated since last determined
 AU2686 ** by differential leveling and should not be used for control purposes.
 AU2686 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2686 ** area with valid NAVD 88 orthometric heights.
 AU2686 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2686 ** epoch indicated which incorporates improved geoid heights for the
 AU2686 ** Southern Louisiana Subsidence area.
 AU2686 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2686
 AU2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2686
 AU2686.The geoid height was determined by GEOID03.
 AU2686
 AU2686;                    North         East     Units Scale Factor Converg.
 AU2686;SPC LA S     -   158,155.918 1,122,715.015   MT  0.99992672   +0 38 07.8
 AU2686;SPC LA S     -   518,883.21  3,683,440.85   sFT  0.99992672   +0 38 07.8
 AU2686;UTM  15      - 3,313,625.767   783,614.120   MT  1.00059255   +1 27 58.6
 AU2686;UTM  16      - 3,313,940.811   204,334.300   MT  1.00067871   -1 31 43.1
 AU2686
 AU2686                          SUPERSEDED SURVEY CONTROL
 AU2686
 AU2686  NAD 83(1986)-  29 55 14.49758(N)    090 03 44.58335(W) AD(       ) 4
 AU2686  NAD 27      -  29 55 13.76151(N)    090 03 44.32512(W) AD(       ) 3
 AU2686
 AU2686.Superseded values are not recommended for survey control.
 AU2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2686.See file dsdata.txt to determine how the superseded data were derived.
 AU2686
 AU2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8361413626(NAD 83)
 AU2686_MARKER: 63 = STACK
 AU2686
 AU2686  HISTORY     - Date     Condition        Report By
 AU2686  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2686
 AU2686                          STATION DESCRIPTION
 AU2686
 AU2686'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2690 ***********************************************************************
 AU2690  DESIGNATION -  GRETNA RADIO STA KKN 511 MAST
 AU2690  PID         -  AU2690
 AU2690  STATE/COUNTY-  LA/JEFFERSON
 AU2690  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2690
 AU2690                         *CURRENT SURVEY CONTROL
 AU2690  ___________________________________________________________________
 AU2690* NAD 83(1992)-  29 54 03.19583(N)    090 02 30.30725(W)     ADJUSTED  
 AU2690* NAVD 88     -                                                        
 AU2690  **This station is located in a subsidence area (see below).
 AU2690  ___________________________________________________________________
 AU2690  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2690  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU2690
 AU2690  HORZ ORDER  -  THIRD
 AU2690
 AU2690.The horizontal coordinates were established by classical geodetic methods
 AU2690.and adjusted by the National Geodetic Survey in January 1993..
 AU2690
 AU2690 ** The orthometric height has not been validated since last determined
 AU2690 ** by differential leveling and should not be used for control purposes.
 AU2690 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2690 ** area with valid NAVD 88 orthometric heights.
 AU2690 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2690 ** epoch indicated which incorporates improved geoid heights for the
 AU2690 ** Southern Louisiana Subsidence area.
 AU2690 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2690
 AU2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2690
 AU2690.The geoid height was determined by GEOID03.
 AU2690
 AU2690;                    North         East     Units Scale Factor Converg.
 AU2690;SPC LA S     -   155,983.431 1,124,731.810   MT  0.99992726   +0 38 44.9
 AU2690;SPC LA S     -   511,755.64  3,690,057.61   sFT  0.99992726   +0 38 44.9
 AU2690;UTM  15      - 3,311,481.293   785,663.563   MT  1.00060695   +1 28 32.5
 AU2690;UTM  16      - 3,311,692.058   206,269.076   MT  1.00066464   -1 31 02.7
 AU2690
 AU2690                          SUPERSEDED SURVEY CONTROL
 AU2690
 AU2690  NAD 83(1986)-  29 54 03.21021(N)    090 02 30.30720(W) AD(       ) 4
 AU2690  NAD 27      -  29 54 02.46665(N)    090 02 30.04847(W) AD(       ) 3
 AU2690
 AU2690.Superseded values are not recommended for survey control.
 AU2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2690.See file dsdata.txt to determine how the superseded data were derived.
 AU2690
 AU2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8566411481(NAD 83)
 AU2690_MARKER: 42 = RADIO/TV MAST
 AU2690
 AU2690  HISTORY     - Date     Condition        Report By
 AU2690  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2690
 AU2690                          STATION DESCRIPTION
 AU2690
 AU2690'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2692 ***********************************************************************
 AU2692  DESIGNATION -  GRETNA TV STA WWL MAST
 AU2692  PID         -  AU2692
 AU2692  STATE/COUNTY-  LA/JEFFERSON
 AU2692  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2692
 AU2692                         *CURRENT SURVEY CONTROL
 AU2692  ___________________________________________________________________
 AU2692* NAD 83(1992)-  29 54 23.21844(N)    090 02 23.16299(W)     ADJUSTED  
 AU2692* NAVD 88     -                                                        
 AU2692  **This station is located in a subsidence area (see below).
 AU2692  ___________________________________________________________________
 AU2692  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU2692  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AU2692
 AU2692  HORZ ORDER  -  THIRD
 AU2692
 AU2692.The horizontal coordinates were established by classical geodetic methods
 AU2692.and adjusted by the National Geodetic Survey in January 1993..
 AU2692
 AU2692 ** The orthometric height has not been validated since last determined
 AU2692 ** by differential leveling and should not be used for control purposes.
 AU2692 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2692 ** area with valid NAVD 88 orthometric heights.
 AU2692 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2692 ** epoch indicated which incorporates improved geoid heights for the
 AU2692 ** Southern Louisiana Subsidence area.
 AU2692 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2692
 AU2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2692
 AU2692.The geoid height was determined by GEOID03.
 AU2692
 AU2692;                    North         East     Units Scale Factor Converg.
 AU2692;SPC LA S     -   156,602.042 1,124,916.493   MT  0.99992709   +0 38 48.5
 AU2692;SPC LA S     -   513,785.20  3,690,663.53   sFT  0.99992709   +0 38 48.5
 AU2692;UTM  15      - 3,312,102.938   785,839.385   MT  1.00060819   +1 28 37.0
 AU2692;UTM  16      - 3,312,303.707   206,477.132   MT  1.00066313   -1 31 00.0
 AU2692
 AU2692                          SUPERSEDED SURVEY CONTROL
 AU2692
 AU2692  NAD 83(1986)-  29 54 23.23254(N)    090 02 23.16277(W) AD(       ) 4
 AU2692  NAD 27      -  29 54 22.49395(N)    090 02 22.90630(W) AD(       ) 3
 AU2692
 AU2692.Superseded values are not recommended for survey control.
 AU2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2692.See file dsdata.txt to determine how the superseded data were derived.
 AU2692
 AU2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8583912103(NAD 83)
 AU2692_MARKER: 42 = RADIO/TV MAST
 AU2692
 AU2692  HISTORY     - Date     Condition        Report By
 AU2692  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2692  HISTORY     - 1972     GOOD             NGS
 AU2692
 AU2692                          STATION DESCRIPTION
 AU2692
 AU2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2692'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A TALL
 AU2692'SLENDER 3 LEGGED GUYED STEEL STRUCTURE PAINTED ORANGE AND
 AU2692'WHITE IN ALTERNATE SECTIONS.  THE OVERALL HEIGHT IS 1049 FEET.
 AU2692'HAS A TALL ANTENNA ON TOP.
 AU2692'
 AU2692'LOCATED IN TERRY TOWN ONE BLOCK EAST OF THE INTERSECTION OF
 AU2692'WHITNEY AVENUE AND COOPER ROAD.
 AU2692'
 AU2692'POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
 AU2692
 AU2692                          STATION RECOVERY (1972)
 AU2692
 AU2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2692'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AU2692'DESCRIPTION IS ADEQUATE.
 AU2692'
 AU2692'THE POINT OF INTERSECTION WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2687 ***********************************************************************
 AU2687  DESIGNATION -  GRETNA WATER TANK
 AU2687  PID         -  AU2687
 AU2687  STATE/COUNTY-  LA/JEFFERSON
 AU2687  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2687
 AU2687                         *CURRENT SURVEY CONTROL
 AU2687  ___________________________________________________________________
 AU2687* NAD 83(1992)-  29 55 05.13543(N)    090 03 29.91375(W)     ADJUSTED  
 AU2687* NAVD 88     -                                                        
 AU2687  **This station is located in a subsidence area (see below).
 AU2687  ___________________________________________________________________
 AU2687  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2687  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2687
 AU2687  HORZ ORDER  -  THIRD
 AU2687
 AU2687.The horizontal coordinates were established by classical geodetic methods
 AU2687.and adjusted by the National Geodetic Survey in January 1993..
 AU2687
 AU2687 ** The orthometric height has not been validated since last determined
 AU2687 ** by differential leveling and should not be used for control purposes.
 AU2687 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2687 ** area with valid NAVD 88 orthometric heights.
 AU2687 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2687 ** epoch indicated which incorporates improved geoid heights for the
 AU2687 ** Southern Louisiana Subsidence area.
 AU2687 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2687
 AU2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2687
 AU2687.The geoid height was determined by GEOID03.
 AU2687
 AU2687;                    North         East     Units Scale Factor Converg.
 AU2687;SPC LA S     -   157,872.505 1,123,111.663   MT  0.99992678   +0 38 15.1
 AU2687;SPC LA S     -   517,953.38  3,684,742.18   sFT  0.99992678   +0 38 15.1
 AU2687;UTM  15      - 3,313,347.950   784,015.102   MT  1.00059536   +1 28 05.5
 AU2687;UTM  16      - 3,313,642.399   204,720.253   MT  1.00067589   -1 31 35.3
 AU2687
 AU2687                          SUPERSEDED SURVEY CONTROL
 AU2687
 AU2687  NAD 83(1986)-  29 55 05.15019(N)    090 03 29.91309(W) AD(       ) 4
 AU2687  NAD 27      -  29 55 04.41088(N)    090 03 29.65540(W) AD(       ) 3
 AU2687
 AU2687.Superseded values are not recommended for survey control.
 AU2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2687.See file dsdata.txt to determine how the superseded data were derived.
 AU2687
 AU2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8401513348(NAD 83)
 AU2687_MARKER: 51 = TANK
 AU2687
 AU2687  HISTORY     - Date     Condition        Report By
 AU2687  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2687
 AU2687                          STATION DESCRIPTION
 AU2687
 AU2687'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2966 ***********************************************************************
 AU2966  DESIGNATION -  GREY
 AU2966  PID         -  AU2966
 AU2966  STATE/COUNTY-  LA/LAFOURCHE
 AU2966  USGS QUAD   -  LEEVILLE (1994)
 AU2966
 AU2966                         *CURRENT SURVEY CONTROL
 AU2966  ___________________________________________________________________
 AU2966* NAD 83(1992)-  29 12 15.04703(N)    090 14 05.97465(W)     ADJUSTED  
 AU2966* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2966  **This station is located in a subsidence area (see below).
 AU2966  ___________________________________________________________________
 AU2966  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AU2966  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AU2966
 AU2966  HORZ ORDER  -  THIRD
 AU2966
 AU2966.The horizontal coordinates were established by classical geodetic methods
 AU2966.and adjusted by the National Geodetic Survey in January 1993..
 AU2966
 AU2966 ** The orthometric height has not been validated since last determined
 AU2966 ** by differential leveling and should not be used for control purposes.
 AU2966 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2966 ** area with valid NAVD 88 orthometric heights.
 AU2966 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2966 ** epoch indicated which incorporates improved geoid heights for the
 AU2966 ** Southern Louisiana Subsidence area.
 AU2966 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2966.The orthometric height was scaled from a topographic map.
 AU2966
 AU2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2966
 AU2966.The geoid height was determined by GEOID03.
 AU2966
 AU2966;                    North         East     Units Scale Factor Converg.
 AU2966;SPC LA S     -    78,568.723 1,106,810.768   MT  1.00002166   +0 32 57.1
 AU2966;SPC LA S     -   257,770.89  3,631,261.66   sFT  1.00002166   +0 32 57.1
 AU2966;UTM  15      - 3,233,773.953   768,835.595   MT  1.00049192   +1 20 59.7
 AU2966
 AU2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2966!SPC LA S     -   1.00000378  x   1.00002166  =   1.00002544
 AU2966!UTM  15      -   1.00000378  x   1.00049192  =   1.00049570
 AU2966
 AU2966|---------------------------------------------------------------------|
 AU2966| PID    Reference Object                     Distance      Geod. Az  |
 AU2966|                                                           dddmmss.s |
 AU2966| DD7155 GREY RM 1                            16.569 METERS 03317     |
 AU2966| DD7156 GREY RM 2                            18.478 METERS 12912     |
 AU2966| AU2967 CANAL                               APPROX. 4.6 KM 3432915.6 |
 AU2966|---------------------------------------------------------------------|
 AU2966
 AU2966                          SUPERSEDED SURVEY CONTROL
 AU2966
 AU2966  NAD 83(1986)-  29 12 15.06289(N)    090 14 05.98576(W) AD(       ) 3
 AU2966  NAD 27      -  29 12 14.24600(N)    090 14 05.70400(W) AD(       ) 3
 AU2966
 AU2966.Superseded values are not recommended for survey control.
 AU2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2966.See file dsdata.txt to determine how the superseded data were derived.
 AU2966
 AU2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6883633774(NAD 83)
 AU2966_MARKER: DS = TRIANGULATION STATION DISK
 AU2966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2966_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2966
 AU2966  HISTORY     - Date     Condition        Report By
 AU2966  HISTORY     - 1934     MONUMENTED       CGS
 AU2966  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2966
 AU2966                          STATION DESCRIPTION
 AU2966
 AU2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2966'STATION IS ABOUT 3 MILES SW OF LEESVILLE, ON THE E SIDE OF
 AU2966'BAYOU LAFOURCHE AT THE INTERSECTION WITH BAYOU GREY, AND ACROSS
 AU2966'BAYOU LAFOURCHE FROM TWO FISH SHACKS AND A CISTERN.
 AU2966'
 AU2966'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2966'SET IN CONCRETE IN THE TOP OF TILES.
 AU2966'
 AU2966'REFERENCE MARK NO. 1 IS 16.569 METERS (54.36 FEET) FROM THE
 AU2966'STATION N 33 DEG 17 MIN E.
 AU2966'
 AU2966'REFERENCE MARK NO. 2 IS 18.478 METERS (60.62 FEET) FROM THE
 AU2966'STATION S 50 DEG 48 MIN E.
 AU2966
 AU2966                          STATION RECOVERY (1952)
 AU2966
 AU2966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2966'AFTER A THOROUGH SEARCH OF THE AREA BY TWO MEN FOR 2 HRS.
 AU2966'WITHOUT FINDING ANY TRACE OF THE STATION OR REFERENCE MARKS,
 AU2966'AND A REPORT FROM LOCAL TRAPPERS THAT ONE MONUMENT WAS
 AU2966'WASHED OUT IN 1951, IT IS SUGGESTED THAT THE STATION BE CONSIDERED
 AU2966'LOST BECAUSE OF EXTENSIVE EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2671 ***********************************************************************
 BK2671  DESIGNATION -  GRIFFIN
 BK2671  PID         -  BK2671
 BK2671  STATE/COUNTY-  LA/EVANGELINE
 BK2671  USGS QUAD   -  LONE PINE (1992)
 BK2671
 BK2671                         *CURRENT SURVEY CONTROL
 BK2671  ___________________________________________________________________
 BK2671* NAD 83(1992)-  30 55 51.70680(N)    092 19 54.74001(W)     ADJUSTED  
 BK2671* NAVD 88     -        33.1    (meters)     109.     (feet)  VERTCON   
 BK2671  ___________________________________________________________________
 BK2671  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK2671  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK2671
 BK2671  HORZ ORDER  -  FIRST
 BK2671
 BK2671.The horizontal coordinates were established by classical geodetic methods
 BK2671.and adjusted by the National Geodetic Survey in January 1993..
 BK2671
 BK2671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2671
 BK2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2671
 BK2671.The geoid height was determined by GEOID03.
 BK2671
 BK2671;                    North         East     Units Scale Factor Converg.
 BK2671;SPC LA S     -   269,893.359   904,562.452   MT  1.00005729   -0 29 57.4
 BK2671;SPC LA S     -   885,475.13  2,967,718.64   sFT  1.00005729   -0 29 57.4
 BK2671;SPC LA N     -    47,804.852 1,016,069.450   MT  1.00006177   +0 05 20.0
 BK2671;SPC LA N     -   156,839.75  3,333,554.52   sFT  1.00006177   +0 05 20.0
 BK2671;UTM  15      - 3,422,149.628   563,830.075   MT  0.99965026   +0 20 36.4
 BK2671
 BK2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2671!SPC LA S     -   0.99999906  x   1.00005729  =   1.00005635
 BK2671!SPC LA N     -   0.99999906  x   1.00006177  =   1.00006083
 BK2671!UTM  15      -   0.99999906  x   0.99965026  =   0.99964932
 BK2671
 BK2671:                Primary Azimuth Mark                     Grid Az
 BK2671:SPC LA S     -  CHENEYVILLE MICROWAVE KLM 90             012 03 11.6
 BK2671:SPC LA N     -  CHENEYVILLE MICROWAVE KLM 90             011 27 54.2
 BK2671:UTM  15      -  CHENEYVILLE MICROWAVE KLM 90             011 12 37.8
 BK2671
 BK2671|---------------------------------------------------------------------|
 BK2671| PID    Reference Object                     Distance      Geod. Az  |
 BK2671|                                                           dddmmss.s |
 BK2671| BX2607 CHENEYVILLE MICROWAVE KLM 90        APPROX.10.2 KM 0113314.2 |
 BK2671| BX2606 CHENEYVILLE MUN TANK                APPROX. 9.7 KM 0223650.5 |
 BK2671| BK2627 BUNKIE MUN TANK                     APPROX.14.6 KM 0800747.8 |
 BK2671| CW1446 GRIFFIN RM 1                         21.270 METERS 13237     |
 BK2671| BK2679 MERIDIAN                            APPROX. 7.2 KM 2830016.0 |
 BK2671| BK2680 MERIDIAN LOT                        APPROX. 6.7 KM 2860025.9 |
 BK2671| CW1447 GRIFFIN RM 2                         22.380 METERS 34518     |
 BK2671|---------------------------------------------------------------------|
 BK2671
 BK2671                          SUPERSEDED SURVEY CONTROL
 BK2671
 BK2671  NAD 83(1986)-  30 55 51.72691(N)    092 19 54.73377(W) AD(       ) 1
 BK2671  NAD 27      -  30 55 51.03216(N)    092 19 54.26330(W) AD(       ) 1
 BK2671  NGVD 29 (07/19/86)   33.1    (m)          109.     (f) VERT ANG       
 BK2671
 BK2671.Superseded values are not recommended for survey control.
 BK2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2671.See file dsdata.txt to determine how the superseded data were derived.
 BK2671
 BK2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6383022150(NAD 83)
 BK2671_MARKER: DS = TRIANGULATION STATION DISK
 BK2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2671
 BK2671  HISTORY     - Date     Condition        Report By
 BK2671  HISTORY     - 1969     MONUMENTED       CGS
 BK2671
 BK2671                          STATION DESCRIPTION
 BK2671
 BK2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2671'(NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE)
 BK2671'
 BK2671'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 2-1/2 MILES WEST OF
 BK2671'CHENEYVILLE, 3/4 MILE WEST OF BAYOU COCODRIE AND 1-1/4 MILES
 BK2671'SOUTH-SOUTHEAST OF THE GRIFFIN CEMETERY ON A WOODED KNOLL IN THE
 BK2671'NORTHWEST QUARTER OF SECTION 36, T1S, R2E, ON PROPERTY OF THE
 BK2671'HAAS ESTATE.
 BK2671'
 BK2671'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 BK2671'STATE HIGHWAY 181 AT THE NORTH EDGE OF CHENEYVILLE, CROSS RAILROAD
 BK2671'TRACKS AND GO SOUTHWEST ON STATE HIGHWAY 181 FOR 4.2 MILES TO THE
 BK2671'JUNCTION OF STATE HIGHWAYS 115 AND 181.  TURN RIGHT AND GO
 BK2671'WEST AND SOUTH ON STATE HIGHWAY 115 FOR 1.3 MILE TO A SIDE ROAD
 BK2671'RIGHT.  TURN RIGHT AND CROSS BAYOU COCODRIE GOING WEST FOR 0.05
 BK2671'MILE TO A T INTERSECTION JUST AFTER BRIDGE.  TURN RIGHT AND GO
 BK2671'NORTHWEST ON GRAVEL ROAD FOR 1.65 MILE TO A SIDE ROAD LEFT.
 BK2671'TURN LEFT AND GO TOWARDS CEMETERY FOR 0.05 MILE TO A TRACK ROAD
 BK2671'LEADING INTO WOODS.  (4-WHEEL DRIVE FROM HERE IN WET
 BK2671'WEATHER).  TAKE TRACK ROAD AND PASS TO THE SOUTH SIDE OF
 BK2671'THE CEMETERY IN A SOUTH-SOUTHEASTERLY DIRECTION FOR 0.45
 BK2671'MILE TO A DIM FORK, TAKE LEFT FORK, MAIN TRAVELED ROAD, AND
 BK2671'GO SOUTH FOR 0.15 MILE TO A FORK, TAKE RIGHT FORK AND
 BK2671'CONTINUE SOUTH FOR 0.3 MILE TO A FORK, TAKE RIGHT FORK AND
 BK2671'CONTINUE SOUTH FOR 0.65 MILE TO A FORK AND TRIANGLE BLAZE ON
 BK2671'TREE 30 YARDS TO THE WEST (RIGHT HAND FORK) ON THE LEFT SIDE OF
 BK2671'THE ROAD AND THE STATION ON THE RIGHT.
 BK2671'
 BK2671'STATION MARK IS A STANDARD DISK STAMPED, GRIFFIN 1969, SET IN
 BK2671'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6
 BK2671'INCHES.  IT IS 28 FEET NORTHEAST OF A 16 INCH PINE TREE, 16.5
 BK2671'FEET SOUTHWEST OF A 12 INCH OAK TREE, 20 FEET NORTH-NORTHWEST OF
 BK2671'THE APPROXIMATE CENTER OF A TRACK ROAD AND 2.7 FEET NORTHWEST
 BK2671'OF A METAL WITNESS POST WITH A SIGN ATTACHED.  NEAR THE TOP OF A
 BK2671'SMALL WOODED KNOLL.
 BK2671'
 BK2671'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GRIFFIN NO 1 1969,
 BK2671'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BK2671'PROJECTS 5 INCHES.  IT IS 37 FEET SOUTHEAST OF THE APPROXIMATE
 BK2671'CENTER OF A TRACK ROAD, 14.5 FEET EAST OF A 12 INCH PINE TREE
 BK2671'AND 10.5 FEET NORTH-NORTHEAST OF A 12 INCH OAK TREE.
 BK2671'
 BK2671'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GRIFFIN NO 2 1969,
 BK2671'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BK2671'4 INCHES.  IT IS 93.5 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 BK2671'CENTER OF A TRACK ROAD AND 11.5 FEET SOUTH OF A 12 INCH OAK
 BK2671'TREE.  ON THE NORTH SLOPE OF THE HILL AND ABOUT 5 FEET LOWER
 BK2671'THAN STATION.
 BK2671'
 BK2671'NO SUITABLE PLACE FOR AN AZIMUTH MARK WAS FOUND.
 BK2671'
 BK2671'HEIGHT OF LIGHT ABOVE STATION MARK 30.79 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1553 ***********************************************************************
 BW1553  DESIGNATION -  GRIFFIN BOLT
 BW1553  PID         -  BW1553
 BW1553  STATE/COUNTY-  LA/CATAHOULA
 BW1553  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1553
 BW1553                         *CURRENT SURVEY CONTROL
 BW1553  ___________________________________________________________________
 BW1553* NAD 83(1986)-  31 42 06.     (N)    091 49 49.     (W)     SCALED    
 BW1553* NAVD 88     -        17.36   (+/-2cm)      57.0    (feet)  VERTCON   
 BW1553  ___________________________________________________________________
 BW1553  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BW1553
 BW1553  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1553
 BW1553.The horizontal coordinates were scaled from a topographic map and have
 BW1553.an estimated accuracy of +/- 6 seconds.
 BW1553
 BW1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1553.The vertical order pertains to the NGVD 29 superseded value.
 BW1553
 BW1553.The geoid height was determined by GEOID03.
 BW1553
 BW1553;                    North         East    Units  Estimated Accuracy
 BW1553;SPC LA N     -   133,430.    1,063,480.      MT  (+/- 180 meters Scaled)
 BW1553
 BW1553                          SUPERSEDED SURVEY CONTROL
 BW1553
 BW1553  NGVD 29 (??/??/92)   17.365  (m)           56.97   (f) ADJ UNCH    1 2
 BW1553
 BW1553.Superseded values are not recommended for survey control.
 BW1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1553.See file dsdata.txt to determine how the superseded data were derived.
 BW1553
 BW1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR108079(NAD 83)
 BW1553_MARKER: B = BOLT
 BW1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1553_SP_SET: CONCRETE SLAB
 BW1553_STAMPING: BM GRIFFIN 60
 BW1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1553
 BW1553  HISTORY     - Date     Condition        Report By
 BW1553  HISTORY     - UNK      MONUMENTED       DOD
 BW1553  HISTORY     - 1966     GOOD             NGS
 BW1553
 BW1553                          STATION DESCRIPTION
 BW1553
 BW1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1553'0.55 MI S FROM WALLACE RIDGE.
 BW1553'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 124 FROM THE INTERSECTION OF
 BW1553'THE HIGHWAY AND STATE HIGHWAY 923 AT WALLACE RIDGE, IN SECTION 2, T 8
 BW1553'N, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET SOUTH OF
 BW1553'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING WEST TO A BRICK HOUSE,
 BW1553'152 FEET NORTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A
 BW1553'CULVERT, 83 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER POST IN A
 BW1553'WIRE MESH FENCE, 34 1/2 FEET EAST OF TELEPHONE POLE NUMBER 93, ABOUT 3
 BW1553'FEET BELOW THE LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A
 BW1553'CONCRETE SLAB ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO
 BW1553'WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS
 BW1553'CAP AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1552 ***********************************************************************
 BW1552  DESIGNATION -  GRIFFIN CAP
 BW1552  PID         -  BW1552
 BW1552  STATE/COUNTY-  LA/CATAHOULA
 BW1552  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1552
 BW1552                         *CURRENT SURVEY CONTROL
 BW1552  ___________________________________________________________________
 BW1552* NAD 83(1986)-  31 42 06.     (N)    091 49 49.     (W)     SCALED    
 BW1552* NAVD 88     -        18.59   (+/-2cm)      61.0    (feet)  VERTCON   
 BW1552  ___________________________________________________________________
 BW1552  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BW1552
 BW1552  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1552
 BW1552.The horizontal coordinates were scaled from a topographic map and have
 BW1552.an estimated accuracy of +/- 6 seconds.
 BW1552
 BW1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1552.The vertical order pertains to the NGVD 29 superseded value.
 BW1552
 BW1552.The geoid height was determined by GEOID03.
 BW1552
 BW1552;                    North         East    Units  Estimated Accuracy
 BW1552;SPC LA N     -   133,430.    1,063,480.      MT  (+/- 180 meters Scaled)
 BW1552
 BW1552                          SUPERSEDED SURVEY CONTROL
 BW1552
 BW1552  NGVD 29 (??/??/92)   18.588  (m)           60.98   (f) ADJ UNCH    1 2
 BW1552
 BW1552.Superseded values are not recommended for survey control.
 BW1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1552.See file dsdata.txt to determine how the superseded data were derived.
 BW1552
 BW1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR108079(NAD 83)
 BW1552_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1552_STAMPING: BM GRIFFIN 60
 BW1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1552
 BW1552  HISTORY     - Date     Condition        Report By
 BW1552  HISTORY     - UNK      MONUMENTED       DOD
 BW1552  HISTORY     - 1966     GOOD             NGS
 BW1552
 BW1552                          STATION DESCRIPTION
 BW1552
 BW1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1552'0.55 MI S FROM WALLACE RIDGE.
 BW1552'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 124 FROM THE INTERSECTION OF
 BW1552'THE HIGHWAY AND STATE HIGHWAY 923 AT WALLACE RIDGE, IN SECTION 2, T 8
 BW1552'N, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET SOUTH OF
 BW1552'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING WEST TO A BRICK HOUSE,
 BW1552'152 FEET NORTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A
 BW1552'CULVERT, 83 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER POST IN A
 BW1552'WIRE MESH FENCE, 34 1/2 FEET EAST OF TELEPHONE POLE NUMBER 93, ABOUT 3
 BW1552'FEET BELOW THE LEVEL OF THE HIGHWAY, A 3-INCH IRON PIPE WHICH BEARS A
 BW1552'U.S. ENGINEERS CAP AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1379 ***********************************************************************
 CQ1379  DESIGNATION -  GRIMM
 CQ1379  PID         -  CQ1379
 CQ1379  STATE/COUNTY-  LA/WEBSTER
 CQ1379  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1379
 CQ1379                         *CURRENT SURVEY CONTROL
 CQ1379  ___________________________________________________________________
 CQ1379* NAD 83(1992)-  32 42 10.60370(N)    093 22 22.46501(W)     ADJUSTED  
 CQ1379* NAVD 88     -        64.435  (meters)     211.40   (feet)  ADJUSTED  
 CQ1379  ___________________________________________________________________
 CQ1379  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CQ1379  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1379  DYNAMIC HT  -          64.363 (meters)     211.16  (feet)  COMP
 CQ1379  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CQ1379
 CQ1379  HORZ ORDER  -  FIRST
 CQ1379  VERT ORDER  -  SECOND    CLASS 0
 CQ1379
 CQ1379.The horizontal coordinates were established by classical geodetic methods
 CQ1379.and adjusted by the National Geodetic Survey in September 1999..
 CQ1379
 CQ1379.The orthometric height was determined by differential leveling
 CQ1379.and adjusted by the National Geodetic Survey in June 1991..
 CQ1379
 CQ1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1379
 CQ1379.The geoid height was determined by GEOID03.
 CQ1379
 CQ1379.The dynamic height is computed by dividing the NAVD 88
 CQ1379.geopotential number by the normal gravity value computed on the
 CQ1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1379.degrees latitude (g = 980.6199 gals.).
 CQ1379
 CQ1379.The modeled gravity was interpolated from observed gravity values.
 CQ1379
 CQ1379;                    North         East     Units Scale Factor Converg.
 CQ1379;SPC LA N     -   244,589.853   918,151.967   MT  1.00000847   -0 27 41.4
 CQ1379;SPC LA N     -   802,458.54  3,012,303.58   sFT  1.00000847   -0 27 41.4
 CQ1379;UTM  15      - 3,618,417.687   465,048.218   MT  0.99961506   -0 12 05.3
 CQ1379
 CQ1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1379!SPC LA N     -   0.99999397  x   1.00000847  =   1.00000244
 CQ1379!UTM  15      -   0.99999397  x   0.99961506  =   0.99960903
 CQ1379
 CQ1379|---------------------------------------------------------------------|
 CQ1379| PID    Reference Object                     Distance      Geod. Az  |
 CQ1379|                                                           dddmmss.s |
 CQ1379| CQ1378 GRIMM RM 1                           43.605 METERS 08359     |
 CQ1379| CQ3022 DUTCHTOWN FIRE TOWER LFC            APPROX.12.6 KM 0933958.3 |
 CQ1379| CQ3036 MINDEN MUNICIPAL TANK               APPROX.12.6 KM 1384848.6 |
 CQ1379| CQ3035 MINDEN COURTHOUSE DOME              APPROX.12.7 KM 1402810.6 |
 CQ1379| CQ3044 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX.14.7 KM 1831530.4 |
 CQ1379| CQ3047 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX.16.0 KM 1870725.0 |
 CQ1379| CQ3048 DIXIE LA ORDNANCE PLANT TANK 3      APPROX.14.9 KM 1935355.6 |
 CQ1379| CQ3050 DIXIE LA ORDNANCE PLANT TANK 4      APPROX.17.0 KM 1991050.9 |
 CQ1379| CQ3241 BODCAU FIRE TOWER LFC               APPROX.12.5 KM 2671205.5 |
 CQ1379| CQ1380 GRIMM RM 2                           30.498 METERS 30334     |
 CQ1379| CX5933 GRIMM AZ MK                                        3153001.9 |
 CQ1379|---------------------------------------------------------------------|
 CQ1379
 CQ1379                          SUPERSEDED SURVEY CONTROL
 CQ1379
 CQ1379  NAD 83(1992)-  32 42 10.60461(N)    093 22 22.46211(W) AD(       ) 1
 CQ1379  NAD 83(1986)-  32 42 10.61577(N)    093 22 22.45645(W) AD(       ) 1
 CQ1379  NAD 27      -  32 42 10.08800(N)    093 22 21.84100(W) AD(       ) 1
 CQ1379  NGVD 29 (??/??/??)   64.496  (m)          211.60   (f) ADJUSTED    2 0
 CQ1379
 CQ1379.Superseded values are not recommended for survey control.
 CQ1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1379.See file dsdata.txt to determine how the superseded data were derived.
 CQ1379
 CQ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6504818418(NAD 83)
 CQ1379_MARKER: DS = TRIANGULATION STATION DISK
 CQ1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1379_STAMPING: GRIMM 1931
 CQ1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1379+STABILITY: SURFACE MOTION
 CQ1379
 CQ1379  HISTORY     - Date     Condition        Report By
 CQ1379  HISTORY     - 1931     MONUMENTED       CGS
 CQ1379  HISTORY     - 1934     GOOD             CGS
 CQ1379  HISTORY     - 1950     GOOD             CGS
 CQ1379
 CQ1379                          STATION DESCRIPTION
 CQ1379
 CQ1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ1379'ABOUT 8 MILES NW OF MINDEN AND 1.8 MILES S OF HORTMAN RAILROAD
 CQ1379'STATION, ON LAND OWNED BY R.E. CROWNOVER, ABOUT 300 METERS (984
 CQ1379'FEET) E OF ROUTE 90, 8.3 METERS (27 FEET) S OF CENTER LINE OF OLD
 CQ1379'ROAD, 54 METERS (177 FEET) W OF CENTER LINE OF MOST WESTERLY
 CQ1379'OF 2 LINES OF THE LOUISIANA AND ARKANSAS RAILROAD COMPANYS
 CQ1379'TRACKS AT GRIMM SIDING, AND 17.1 METERS (56 FEET) S OF BOARD
 CQ1379'GATE IN WIRE FENCE.
 CQ1379'
 CQ1379'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ1379'DISKS SET IN CONCRETE.
 CQ1379'
 CQ1379'REFERENCE MARK NO. 1 IS 6 METERS (20 FEET) N OF CENTER LINE
 CQ1379'OF OLD ROAD, 6 METERS (20 FEET) S OF CORNER OF WIRE FENCE,
 CQ1379'10 METERS (33 FEET) W OF MOST WESTERLY OF 2 LINES OF THE
 CQ1379'LOUISIANA AND ARKANSAS RAILROAD TRACKS, AND 43.64 METERS
 CQ1379'(143.2 FEET) FROM STATION N 84 DEG E.
 CQ1379'
 CQ1379'REFERENCE MARK NO. 2 IS 1 FOOT S OF WIRE FENCE, 3 METERS
 CQ1379'(10 FEET) N OF CENTER LINE OF OLD ROAD AND 30.54 METERS
 CQ1379'(100.2 FEET) FROM STATION N 56 DEG 25 MIN W.
 CQ1379
 CQ1379                          STATION RECOVERY (1934)
 CQ1379
 CQ1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 CQ1379'1.8 MI S FROM HORTMAN.
 CQ1379'ABOUT 1.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1379'THE STATION AT HORTMAN, WEBSTER PARISH, AND ABOUT 160 FEET WEST OF
 CQ1379'REFERENCE MARK 1 GRIMM, DESCRIBED ABOVE.  A STANDARD
 CQ1379'TRIANGULATION-STATION DISK, STAMPED GRIMM 1931 AND SET IN THE TOP OF A
 CQ1379'CONCRETE POST.
 CQ1379
 CQ1379                          STATION RECOVERY (1950)
 CQ1379
 CQ1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ1379'THE STATION, AND REFERENCE MARKS NOS 1 AND 2, WERE
 CQ1379'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH
 CQ1379'MARK WAS ESTABLISHED.  FOLLOWING IS A NEW AND
 CQ1379'COMPLETE DESCRIPTION.
 CQ1379'
 CQ1379'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF MINDEN
 CQ1379'AND 8.0 MILES SOUTH-SOUTHEAST OF COTTON VALLEY NEAR THE GRIM
 CQ1379'RAILROAD SIDING AND ON LAND OWNED BY MR. R.E. CROWNOVER.
 CQ1379'IT IS 0.15 MILE EAST OF STATE ROUTE NO 90, 32 FEET SOUTH OF
 CQ1379'THE CENTER OF TRACK ROAD AND 177 FEET WEST OF THE WEST RAIL OF
 CQ1379'THE DOUBLE LINE OF RAILROAD TRACKS.  IT IS STAMPED GRIMM 1931
 CQ1379'AND PROJECTS 2 INCHES.
 CQ1379'
 CQ1379'REFERENCE MARK NO 1 IS EAST OF THE STATION, 20 FEET NORTH
 CQ1379'CENTER OF TRACK ROAD AND 34 FEET WEST OF THE WEST RAIL OF THE
 CQ1379'RAILROAD TRACKS.  IT IS STAMPED GRIMM NO 1 1931 AND PROJECTS
 CQ1379'2 INCHES.
 CQ1379'
 CQ1379'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 10 FEET NORTH
 CQ1379'OF THE CENTER OF TRACK ROAD AND 1 FOOT SOUTH OF EAST-WEST
 CQ1379'FENCE LINE.  IT IS STAMPED GRIMM NO 2 1931 AND PROJECTS 3
 CQ1379'INCHES.
 CQ1379'
 CQ1379'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 229.24 FEET.
 CQ1379'
 CQ1379'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION,
 CQ1379'34 FEET EAST OF THE CENTER OF STATE ROUTE NO 90, 1 FOOT WEST
 CQ1379'OF NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH OF WITNESS POST.
 CQ1379'IT IS STAMPED GRIMM 1950 AND PROJECTS 4 INCHES.
 CQ1379'
 CQ1379'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79,
 CQ1379'80 AND STATE ROUTE NO 90 ABOUT 4.0 MILES WEST OF MINDEN,
 CQ1379'GO NORTH ON STATE ROUTE NO 90 FOR 8.2 MILES TO A CHURCH ON
 CQ1379'THE RIGHT, CONTINUE NORTH ON HIGHWAY FOR 0.35 MILE TO AN OLD ROAD
 CQ1379'ON THE RIGHT JUST BEFORE REACHING A T-ROAD LEFT, (CONTINUE
 CQ1379'STRAIGHT AHEAD NORTH ON HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK
 CQ1379'ON THE EAST SIDE AS DESCRIBED), TURN RIGHT ON OLD ROAD THROUGH
 CQ1379'WOODS FOR 0.15 MILE TO STATION ON THE SOUTH SIDE ON SMALL
 CQ1379'HILL JUST BEFORE REACHING RAILROAD TRACKS AS DESCRIBED.
 CQ1379'
 CQ1379'OBSERVATIONS MADE FROM A 103 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1378 ***********************************************************************
 CQ1378  DESIGNATION -  GRIMM RM 1
 CQ1378  PID         -  CQ1378
 CQ1378  STATE/COUNTY-  LA/WEBSTER
 CQ1378  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1378
 CQ1378                         *CURRENT SURVEY CONTROL
 CQ1378  ___________________________________________________________________
 CQ1378* NAD 83(1986)-  32 42 11.     (N)    093 22 22.     (W)     SCALED    
 CQ1378* NAVD 88     -        63.965  (meters)     209.86   (feet)  ADJUSTED  
 CQ1378  ___________________________________________________________________
 CQ1378  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1378  DYNAMIC HT  -          63.894 (meters)     209.63  (feet)  COMP
 CQ1378  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CQ1378
 CQ1378  VERT ORDER  -  SECOND    CLASS 0
 CQ1378
 CQ1378.The horizontal coordinates were scaled from a topographic map and have
 CQ1378.an estimated accuracy of +/- 6 seconds.
 CQ1378
 CQ1378.The orthometric height was determined by differential leveling
 CQ1378.and adjusted by the National Geodetic Survey in June 1991..
 CQ1378
 CQ1378.The geoid height was determined by GEOID03.
 CQ1378
 CQ1378.The dynamic height is computed by dividing the NAVD 88
 CQ1378.geopotential number by the normal gravity value computed on the
 CQ1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1378.degrees latitude (g = 980.6199 gals.).
 CQ1378
 CQ1378.The modeled gravity was interpolated from observed gravity values.
 CQ1378
 CQ1378;                    North         East    Units  Estimated Accuracy
 CQ1378;SPC LA N     -   244,600.      918,160.      MT  (+/- 180 meters Scaled)
 CQ1378
 CQ1378                          SUPERSEDED SURVEY CONTROL
 CQ1378
 CQ1378  NGVD 29 (??/??/??)   64.026  (m)          210.06   (f) ADJUSTED    2 0
 CQ1378
 CQ1378.Superseded values are not recommended for survey control.
 CQ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1378.See file dsdata.txt to determine how the superseded data were derived.
 CQ1378
 CQ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS650184(NAD 83)
 CQ1378_MARKER: DR = REFERENCE MARK DISK
 CQ1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1378_STAMPING: GRIMM NO 1 1931
 CQ1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1378+STABILITY: SURFACE MOTION
 CQ1378
 CQ1378  HISTORY     - Date     Condition        Report By
 CQ1378  HISTORY     - 1931     MONUMENTED       CGS
 CQ1378  HISTORY     - 1934     GOOD             CGS
 CQ1378
 CQ1378                          STATION DESCRIPTION
 CQ1378
 CQ1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1378'1.8 MI S FROM HORTMAN.
 CQ1378'ABOUT 1.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1378'THE STATION AT HORTMAN, WEBSTER PARISH, ABOUT 17-1/2 POLES SOUTH OF
 CQ1378'MILEPOST 69, AT A ROAD CROSSING, 25 FEET NORTH OF THE ROAD, AND 48
 CQ1378'FEET WEST OF THE TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED GRIMM
 CQ1378'NO 1 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1380 ***********************************************************************
 CQ1380  DESIGNATION -  GRIMM RM 2
 CQ1380  PID         -  CQ1380
 CQ1380  STATE/COUNTY-  LA/WEBSTER
 CQ1380  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1380
 CQ1380                         *CURRENT SURVEY CONTROL
 CQ1380  ___________________________________________________________________
 CQ1380* NAD 83(1986)-  32 42 11.     (N)    093 22 22.     (W)     SCALED    
 CQ1380* NAVD 88     -        64.413  (meters)     211.33   (feet)  ADJUSTED  
 CQ1380  ___________________________________________________________________
 CQ1380  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1380  DYNAMIC HT  -          64.341 (meters)     211.09  (feet)  COMP
 CQ1380  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CQ1380
 CQ1380  VERT ORDER  -  SECOND    CLASS 0
 CQ1380
 CQ1380.The horizontal coordinates were scaled from a topographic map and have
 CQ1380.an estimated accuracy of +/- 6 seconds.
 CQ1380
 CQ1380.The orthometric height was determined by differential leveling
 CQ1380.and adjusted by the National Geodetic Survey in June 1991..
 CQ1380
 CQ1380.The geoid height was determined by GEOID03.
 CQ1380
 CQ1380.The dynamic height is computed by dividing the NAVD 88
 CQ1380.geopotential number by the normal gravity value computed on the
 CQ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1380.degrees latitude (g = 980.6199 gals.).
 CQ1380
 CQ1380.The modeled gravity was interpolated from observed gravity values.
 CQ1380
 CQ1380;                    North         East    Units  Estimated Accuracy
 CQ1380;SPC LA N     -   244,600.      918,160.      MT  (+/- 180 meters Scaled)
 CQ1380
 CQ1380                          SUPERSEDED SURVEY CONTROL
 CQ1380
 CQ1380  NGVD 29 (??/??/??)   64.474  (m)          211.53   (f) ADJUSTED    2 0
 CQ1380
 CQ1380.Superseded values are not recommended for survey control.
 CQ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1380.See file dsdata.txt to determine how the superseded data were derived.
 CQ1380
 CQ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS650184(NAD 83)
 CQ1380_MARKER: DR = REFERENCE MARK DISK
 CQ1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1380_STAMPING: GRIMM NO 2 1932
 CQ1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1380+STABILITY: SURFACE MOTION
 CQ1380
 CQ1380  HISTORY     - Date     Condition        Report By
 CQ1380  HISTORY     - 1931     MONUMENTED       CGS
 CQ1380  HISTORY     - 1934     GOOD             CGS
 CQ1380
 CQ1380                          STATION DESCRIPTION
 CQ1380
 CQ1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1380'1.8 MI S FROM HORTMAN.
 CQ1380'ABOUT 1.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1380'THE STATION AT HORTMAN, WEBSTER PARISH, AND ABOUT 100 FEET NORTHWEST
 CQ1380'OF TRIANGULATION STATION GRIMM, DESCRIBED ABOVE.  A STANDARD
 CQ1380'REFERENCE-MARK DISK, STAMPED GRIMM NO 2 1932 AND SET IN THE TOP OF A
 CQ1380'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1899 ***********************************************************************
 CP1899  DESIGNATION -  GRINSHAW BOLT
 CP1899  PID         -  CP1899
 CP1899  STATE/COUNTY-  LA/FRANKLIN
 CP1899  USGS QUAD   -  WINNSBORO (1983)
 CP1899
 CP1899                         *CURRENT SURVEY CONTROL
 CP1899  ___________________________________________________________________
 CP1899* NAD 83(1986)-  32 10 00.     (N)    091 43 58.     (W)     SCALED    
 CP1899* NAVD 88     -        20.37   (+/-2cm)      66.8    (feet)  VERTCON   
 CP1899  ___________________________________________________________________
 CP1899  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1899
 CP1899  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1899
 CP1899.The horizontal coordinates were scaled from a topographic map and have
 CP1899.an estimated accuracy of +/- 6 seconds.
 CP1899
 CP1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1899.The vertical order pertains to the NGVD 29 superseded value.
 CP1899
 CP1899.The geoid height was determined by GEOID03.
 CP1899
 CP1899;                    North         East    Units  Estimated Accuracy
 CP1899;SPC LA N     -   185,050.    1,072,360.      MT  (+/- 180 meters Scaled)
 CP1899
 CP1899                          SUPERSEDED SURVEY CONTROL
 CP1899
 CP1899  NGVD 29 (??/??/92)   20.386  (m)           66.88   (f) ADJ UNCH    1 2
 CP1899
 CP1899.Superseded values are not recommended for survey control.
 CP1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1899.See file dsdata.txt to determine how the superseded data were derived.
 CP1899
 CP1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR194596(NAD 83)
 CP1899_MARKER: B = BOLT
 CP1899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1899_SP_SET: SLAB
 CP1899_STAMPING: GRINSHAW
 CP1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1899
 CP1899  HISTORY     - Date     Condition        Report By
 CP1899  HISTORY     - UNK      MONUMENTED       DOD
 CP1899  HISTORY     - 1969     GOOD             LADTD
 CP1899
 CP1899                          STATION DESCRIPTION
 CP1899
 CP1899'DESCRIBED BY LA TRANSP AND DEV 1969
 CP1899'1.25 MI W FROM WINNSBORO.
 CP1899'ABOUT 1.25 MILES IN A WESTERLY DIRECTION ALONG LOUISIANA HIGHWAY 130
 CP1899'FROM THE COURTHOUSE IN WINNSBORO.  THENCE IN A WESTERLY DIRECTION
 CP1899'ALONG LOUISIANA 4, 0.60 MILE TO THE INTERSECTION OF LOUISIANA 15 AND
 CP1899'130.  THENCE CONTINUING IN A WESTERLY DIRECTION ALONG LOUISIANA
 CP1899'HIGHWAY 130, 0.65 MILE TO THE MARK.  IT IS 55.0 FEET NORTHWEST OF THE
 CP1899'CENTERLINE OF LOUISIANA HIGHWAY 130, 26.0 FEET SOUTHWEST OF THE
 CP1899'CENTERLINE OF A GRAVEL DRIVE, 7.5 FEET SOUTHEAST OF THE SOUTHEAST
 CP1899'CORNER OF A WOOD CARPORT, 48.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 CP1899'WOOD FRAME HOUSE BELONGING TO ROBERT GRINSHAW, ABOUT 0.35 MILE WEST OF
 CP1899'THE INTERSECTION OF LOUISIANA HIGHWAY 618.  A COPPER BOLT SET IN
 CP1899'CONCRETE SLAB ABOUT 3.0 FEET BELOW GROUND, ACCESS TO WHICH IS HAD
 CP1899'THROUGH A 4 INCH IRON PIPE BEARING A STANDARD U.S.E. CAP PROJECTING 4
 CP1899'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1898 ***********************************************************************
 CP1898  DESIGNATION -  GRINSHAW CAP
 CP1898  PID         -  CP1898
 CP1898  STATE/COUNTY-  LA/FRANKLIN
 CP1898  USGS QUAD   -  WINNSBORO (1983)
 CP1898
 CP1898                         *CURRENT SURVEY CONTROL
 CP1898  ___________________________________________________________________
 CP1898* NAD 83(1986)-  32 10 00.     (N)    091 43 58.     (W)     SCALED    
 CP1898* NAVD 88     -        21.62   (+/-2cm)      70.9    (feet)  VERTCON   
 CP1898  ___________________________________________________________________
 CP1898  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1898
 CP1898  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1898
 CP1898.The horizontal coordinates were scaled from a topographic map and have
 CP1898.an estimated accuracy of +/- 6 seconds.
 CP1898
 CP1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1898.The vertical order pertains to the NGVD 29 superseded value.
 CP1898
 CP1898.The geoid height was determined by GEOID03.
 CP1898
 CP1898;                    North         East    Units  Estimated Accuracy
 CP1898;SPC LA N     -   185,050.    1,072,360.      MT  (+/- 180 meters Scaled)
 CP1898
 CP1898                          SUPERSEDED SURVEY CONTROL
 CP1898
 CP1898  NGVD 29 (??/??/92)   21.641  (m)           71.00   (f) ADJ UNCH    1 2
 CP1898
 CP1898.Superseded values are not recommended for survey control.
 CP1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1898.See file dsdata.txt to determine how the superseded data were derived.
 CP1898
 CP1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR194596(NAD 83)
 CP1898_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1898_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1898_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1898_STAMPING: GRINSHAW
 CP1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1898
 CP1898  HISTORY     - Date     Condition        Report By
 CP1898  HISTORY     - UNK      MONUMENTED       DOD
 CP1898  HISTORY     - 1969     GOOD             LADTD
 CP1898
 CP1898                          STATION DESCRIPTION
 CP1898
 CP1898'DESCRIBED BY LA TRANSP AND DEV 1969
 CP1898'1.25 MI W FROM WINNSBORO.
 CP1898'ABOUT 1.25 MILES IN A WESTERLY DIRECTION ALONG LOUISIANA HIGHWAY 130
 CP1898'FROM THE COURT HOUSE IN WINNSBORO.  THENCE IN A WESTERLY DIRECTION
 CP1898'ALONG LOUISIANA 4, 0.60 MILE TO THE INTERSECTION OF LOUISIANA 15 AND
 CP1898'130.  THENCE CONTINUING IN A WESTERLY DIRECTION ALONG LOUISIANA
 CP1898'HIGHWAY 130, 0.65 MILE TO THE MARK.  IT IS 55.0 FEET NORTHWEST OF THE
 CP1898'CENTERLINE OF LOUISIANA HIGHWAY 130, 26.0 FEET SOUTHWEST OF THE
 CP1898'CENTERLINE OF A GRAVEL DRIVE, 7.5 FEET SOUTHEAST OF THE SOUTHEAST
 CP1898'CORNER OF A WOOD CARPORT, 48.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 CP1898'WOOD FRAME HOUSE BELONGING TO ROBERT GRINSHAW, ABOUT 0.35 MILE WEST OF
 CP1898'THE INTERSECTION OF LOUISIANA HIGHWAY 618.  A 4 INCH IRON PIPE BEARING
 CP1898'A STANDARD U.S.E. CAP PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3024 ***********************************************************************
 CQ3024  DESIGNATION -  GROVE
 CQ3024  PID         -  CQ3024
 CQ3024  STATE/COUNTY-  LA/WEBSTER
 CQ3024  USGS QUAD   -  MINDEN NORTH (1981)
 CQ3024
 CQ3024                         *CURRENT SURVEY CONTROL
 CQ3024  ___________________________________________________________________
 CQ3024* NAD 83(1992)-  32 44 53.81676(N)    093 17 34.59167(W)     ADJUSTED  
 CQ3024* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 CQ3024  ___________________________________________________________________
 CQ3024  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 CQ3024  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3024
 CQ3024  HORZ ORDER  -  THIRD
 CQ3024
 CQ3024.The horizontal coordinates were established by classical geodetic methods
 CQ3024.and adjusted by the National Geodetic Survey in September 1999..
 CQ3024
 CQ3024.The orthometric height was scaled from a topographic map.
 CQ3024
 CQ3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3024
 CQ3024.The geoid height was determined by GEOID03.
 CQ3024
 CQ3024;                    North         East     Units Scale Factor Converg.
 CQ3024;SPC LA N     -   249,560.011   925,686.508   MT  1.00001963   -0 25 09.2
 CQ3024;SPC LA N     -   818,764.80  3,037,023.15   sFT  1.00001963   -0 25 09.2
 CQ3024;UTM  15      - 3,623,420.024   472,557.075   MT  0.99960929   -0 09 30.5
 CQ3024
 CQ3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3024!SPC LA N     -   0.99998776  x   1.00001963  =   1.00000739
 CQ3024!UTM  15      -   0.99998776  x   0.99960929  =   0.99959705
 CQ3024
 CQ3024|---------------------------------------------------------------------|
 CQ3024| PID    Reference Object                     Distance      Geod. Az  |
 CQ3024|                                                           dddmmss.s |
 CQ3024| CX5935 GROVE RM 1                           21.580 METERS 09837     |
 CQ3024| CX5936 GROVE RM 2                           18.181 METERS 20259     |
 CQ3024| CX5934 GROVE AZ MK                                        2751139.5 |
 CQ3024|---------------------------------------------------------------------|
 CQ3024
 CQ3024                          SUPERSEDED SURVEY CONTROL
 CQ3024
 CQ3024  NAD 83(1992)-  32 44 53.81699(N)    093 17 34.58825(W) AD(       ) 3
 CQ3024  NAD 83(1986)-  32 44 53.82877(N)    093 17 34.58290(W) AD(       ) 3
 CQ3024  NAD 27      -  32 44 53.30500(N)    093 17 33.97300(W) AD(       ) 3
 CQ3024
 CQ3024.Superseded values are not recommended for survey control.
 CQ3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3024.See file dsdata.txt to determine how the superseded data were derived.
 CQ3024
 CQ3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7255723420(NAD 83)
 CQ3024_MARKER: DS = TRIANGULATION STATION DISK
 CQ3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3024
 CQ3024  HISTORY     - Date     Condition        Report By
 CQ3024  HISTORY     - 1950     MONUMENTED       CGS
 CQ3024
 CQ3024                          STATION DESCRIPTION
 CQ3024
 CQ3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3024'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 2.0 MILES
 CQ3024'WEST OF LETON AND ABOUT 7-1/4 MILES EAST AND 5.0 MILES SOUTH OF
 CQ3024'COTTON VALLEY ON THE GROUNDS OF THE BLUE RUN SCHOOL (COLORED).
 CQ3024'IT IS 135 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 CQ3024'THE SCHOOL HOUSE, 40 FEET EAST OF THE DRIVEWAY UP TO SCHOOL
 CQ3024'AND 33 FEET NORTH OF THE CENTER OF EAST-WEST GRADED ROAD.
 CQ3024'IT IS STAMPED GROVE 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 CQ3024'
 CQ3024'REFERENCE MARK NO 1 IS EAST OF THE STATION, 30 FEET NORTH
 CQ3024'OF THE CENTER OF THE EAST-WEST GRADED ROAD.  IT IS STAMPED
 CQ3024'GROVE NO 1 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 CQ3024'
 CQ3024'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, 25
 CQ3024'FEET SOUTH OF THE CENTER OF EAST-WEST GRADED ROAD.  IT IS
 CQ3024'STAMPED GROVE NO 2 1950 AND PROJECTS 4 INCHES.
 CQ3024'
 CQ3024'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 103.35 FEET.
 CQ3024'
 CQ3024'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 25
 CQ3024'FEET SOUTH OF THE CENTER OF EAST-WEST GRADED ROAD, 12 FEET
 CQ3024'EAST OF POWER LINE POLE AND 1 FOOT EAST OF WITNESS POST.
 CQ3024'IT IS STAMPED GROVE 1950 AND PROJECTS 4 INCHES.  TO REACH
 CQ3024'FROM THE STATION, GO WEST ON GRADED ROAD FOR 0.4 MILE TO
 CQ3024'THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 CQ3024'
 CQ3024'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LETON,
 CQ3024'GO SOUTH ON STATE ROUTE 66 FOR 9.3 MILES TO ANGLING CROSSROAD AT
 CQ3024'AN OLD STORE AND COTTON GIN ON LEFT, TURN RIGHT AND GO WEST
 CQ3024'FOR 1.35 MILES TO CROSSROAD, TURN RIGHT AND FOLLOW MAIN ROAD
 CQ3024'NORTH AND WEST FOR 1.85 MILES TO SCHOOL HOUSE ON THE RIGHT
 CQ3024'AND STATION AS DESCRIBED.
 CQ3024'
 CQ3024'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3457 ***********************************************************************
 CQ3457  DESIGNATION -  GROVE AZ MK 2
 CQ3457  PID         -  CQ3457
 CQ3457  STATE/COUNTY-  LA/CADDO
 CQ3457  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3457
 CQ3457                         *CURRENT SURVEY CONTROL
 CQ3457  ___________________________________________________________________
 CQ3457* NAD 83(1992)-  32 24 57.20052(N)    093 47 19.23239(W)     ADJUSTED  
 CQ3457* NAVD 88     -        65.961  (meters)     216.41   (feet)  ADJUSTED  
 CQ3457  ___________________________________________________________________
 CQ3457  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CQ3457  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ3457  DYNAMIC HT  -          65.887 (meters)     216.16  (feet)  COMP
 CQ3457  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 CQ3457
 CQ3457  HORZ ORDER  -  THIRD
 CQ3457  VERT ORDER  -  SECOND    CLASS I
 CQ3457
 CQ3457.The horizontal coordinates were established by classical geodetic methods
 CQ3457.and adjusted by the National Geodetic Survey in February 1996..
 CQ3457
 CQ3457.The orthometric height was determined by differential leveling
 CQ3457.and adjusted by the National Geodetic Survey in February 1994..
 CQ3457
 CQ3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3457
 CQ3457.The geoid height was determined by GEOID03.
 CQ3457
 CQ3457.The dynamic height is computed by dividing the NAVD 88
 CQ3457.geopotential number by the normal gravity value computed on the
 CQ3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3457.degrees latitude (g = 980.6199 gals.).
 CQ3457
 CQ3457.The modeled gravity was interpolated from observed gravity values.
 CQ3457
 CQ3457;                    North         East     Units Scale Factor Converg.
 CQ3457;SPC LA N     -   213,147.989   878,790.469   MT  0.99995243   -0 40 52.8
 CQ3457;SPC LA N     -   699,303.03  2,883,165.06   sFT  0.99995243   -0 40 52.8
 CQ3457;UTM  15      - 3,586,808.981   425,842.581   MT  0.99966781   -0 25 22.1
 CQ3457
 CQ3457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3457!SPC LA N     -   0.99999372  x   0.99995243  =   0.99994615
 CQ3457!UTM  15      -   0.99999372  x   0.99966781  =   0.99966153
 CQ3457
 CQ3457                          SUPERSEDED SURVEY CONTROL
 CQ3457
 CQ3457  NAD 83(1992)-  32 24 57.20117(N)    093 47 19.23118(W) AD(       ) 3
 CQ3457  NAD 83(1986)-  32 24 57.21134(N)    093 47 19.22204(W) AD(       ) 3
 CQ3457  NGVD 29 (11/02/92)   66.03   (m)          216.6    (f) LEVELING    3  
 CQ3457
 CQ3457.Superseded values are not recommended for survey control.
 CQ3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3457.See file dsdata.txt to determine how the superseded data were derived.
 CQ3457
 CQ3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2584386809(NAD 83)
 CQ3457_MARKER: DZ = AZIMUTH MARK DISK
 CQ3457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3457_SP_SET: CONCRETE POST
 CQ3457_STAMPING: GROVE AZ MK 1981
 CQ3457_MARK LOGO: LADH  
 CQ3457_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3457+STABILITY: SURFACE MOTION
 CQ3457
 CQ3457  HISTORY     - Date     Condition        Report By
 CQ3457  HISTORY     - 1981     MONUMENTED       LADTD
 CQ3457  HISTORY     - 19881202 GOOD             LADTD
 CQ3457  HISTORY     - 19940910 GOOD             USPSQD
 CQ3457  HISTORY     - 19950429 GOOD             USPSQD
 CQ3457  HISTORY     - 19990520 GOOD             USPSQD
 CQ3457
 CQ3457                          STATION DESCRIPTION
 CQ3457
 CQ3457'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3457'THE MARK IS LOCATED IN SOUTHERN SHREVEPORT ALONG U S HIGHWAY 171 NEAR
 CQ3457'THE OVERPASS FOR STATE HIGHWAY 3132.  OWNERSHIP--LOUISIANA DEPARTMENT
 CQ3457'OF TRANSPORTATION AND DEVELOPMENT.
 CQ3457'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3457'HIGHWAY 511 GO SOUTH FOR 2.98 KM (1.85 MI) ON HIGHWAY 171 TO THE MARK
 CQ3457'ON THE LEFT APPROXIMATELY 200 FEET EAST OF THE HIGHWAY.
 CQ3457'THE MARK IS ABOUT 61 M (200.1 FT) EAST FROM THE CENTER OF THE NORTH
 CQ3457'BOUND LANES OF HIGHWAY 171, 12.3 M (40.4 FT) EAST FROM THE THIRD
 CQ3457'COLUMN EAST OF HIGHWAY 171, 9.5 M (31.2 FT) WEST FROM THE FOURTH
 CQ3457'COLUMN EAST OF HIGHWAY 171, 1.2 M (3.9 FT) EAST FROM A WITNESS POST
 CQ3457'AND 0.6 M (2.0 FT) NORTH FROM A FIVE FOOT CHAIN LINK FENCE.  THE MARK
 CQ3457'IS 1.22 M (4.00 FT) BELOW THE HIGHWAY.
 CQ3457
 CQ3457                          STATION RECOVERY (1994)
 CQ3457
 CQ3457'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3457'RECOVERED IN GOOD CONDITION.
 CQ3457
 CQ3457                          STATION RECOVERY (1995)
 CQ3457
 CQ3457'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3457'RECOVERED IN GOOD CONDITION.
 CQ3457
 CQ3457                          STATION RECOVERY (1999)
 CQ3457
 CQ3457'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3456 ***********************************************************************
 CQ3456  DESIGNATION -  GROVE RESET
 CQ3456  PID         -  CQ3456
 CQ3456  STATE/COUNTY-  LA/CADDO
 CQ3456  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3456
 CQ3456                         *CURRENT SURVEY CONTROL
 CQ3456  ___________________________________________________________________
 CQ3456* NAD 83(1992)-  32 25 09.82948(N)    093 47 14.65788(W)     ADJUSTED  
 CQ3456* NAVD 88     -        70.490  (meters)     231.27   (feet)  ADJUSTED  
 CQ3456  ___________________________________________________________________
 CQ3456  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CQ3456  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ3456  DYNAMIC HT  -          70.411 (meters)     231.01  (feet)  COMP
 CQ3456  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CQ3456
 CQ3456  HORZ ORDER  -  SECOND
 CQ3456  VERT ORDER  -  SECOND    CLASS I
 CQ3456
 CQ3456.The horizontal coordinates were established by classical geodetic methods
 CQ3456.and adjusted by the National Geodetic Survey in February 1996..
 CQ3456
 CQ3456.The orthometric height was determined by differential leveling
 CQ3456.and adjusted by the National Geodetic Survey in February 1994..
 CQ3456
 CQ3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3456
 CQ3456.The geoid height was determined by GEOID03.
 CQ3456
 CQ3456.The dynamic height is computed by dividing the NAVD 88
 CQ3456.geopotential number by the normal gravity value computed on the
 CQ3456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3456.degrees latitude (g = 980.6199 gals.).
 CQ3456
 CQ3456.The modeled gravity was interpolated from observed gravity values.
 CQ3456
 CQ3456;                    North         East     Units Scale Factor Converg.
 CQ3456;SPC LA N     -   213,535.544   878,914.603   MT  0.99995296   -0 40 50.3
 CQ3456;SPC LA N     -   700,574.53  2,883,572.33   sFT  0.99995296   -0 40 50.3
 CQ3456;UTM  15      - 3,587,196.981   425,964.930   MT  0.99966759   -0 25 19.8
 CQ3456
 CQ3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3456!SPC LA N     -   0.99999301  x   0.99995296  =   0.99994597
 CQ3456!UTM  15      -   0.99999301  x   0.99966759  =   0.99966060
 CQ3456
 CQ3456:                Primary Azimuth Mark                     Grid Az
 CQ3456:SPC LA N     -  SHREVEPORT FERTILIZ WKS HI TK            015 32 30.4
 CQ3456:UTM  15      -  SHREVEPORT FERTILIZ WKS HI TK            015 16 59.9
 CQ3456
 CQ3456|---------------------------------------------------------------------|
 CQ3456| PID    Reference Object                     Distance      Geod. Az  |
 CQ3456|                                                           dddmmss.s |
 CQ3456| CQ3188 SHREVEPORT FERTILIZ WKS HI TK       APPROX. 7.7 KM 0145140.1 |
 CQ3456| CQ3455 GROVE RM 1                           18.814 METERS 10339     |
 CQ3456| CQ3500 GROVE AZ MK                         308.055 METERS 19508     |
 CQ3456| CQ3457 GROVE AZ MK 2                       406.969 METERS 1970446.7 |
 CQ3456| CQ3206 GROVE RM 2                           13.162 METERS 23616     |
 CQ3456|---------------------------------------------------------------------|
 CQ3456
 CQ3456                          SUPERSEDED SURVEY CONTROL
 CQ3456
 CQ3456  NAD 83(1992)-  32 25 09.83013(N)    093 47 14.65667(W) AD(       ) 2
 CQ3456  NAD 83(1986)-  32 25 09.84025(N)    093 47 14.64754(W) AD(       ) 2
 CQ3456  NAD 27      -  32 25 09.28412(N)    093 47 14.00569(W) AD(       ) 2
 CQ3456  NGVD 29 (11/02/92)   70.56   (m)          231.5    (f) LEVELING    3  
 CQ3456
 CQ3456.Superseded values are not recommended for survey control.
 CQ3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3456.See file dsdata.txt to determine how the superseded data were derived.
 CQ3456
 CQ3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2596587197(NAD 83)
 CQ3456_MARKER: DE = TRAVERSE STATION DISK
 CQ3456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3456_SP_SET: CONCRETE POST
 CQ3456_STAMPING: GROVE 1969-1981
 CQ3456_MARK LOGO: LADH  
 CQ3456_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3456+STABILITY: SURFACE MOTION
 CQ3456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3456+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1988
 CQ3456
 CQ3456  HISTORY     - Date     Condition        Report By
 CQ3456  HISTORY     - 1981     MONUMENTED       NGS
 CQ3456  HISTORY     - 19881202 GOOD             LADTD
 CQ3456  HISTORY     - 19950429 GOOD             USPSQD
 CQ3456  HISTORY     - 19990515 GOOD             USPSQD
 CQ3456
 CQ3456                          STATION DESCRIPTION
 CQ3456
 CQ3456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CQ3456'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN
 CQ3456'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND LYING ON TOP THE
 CQ3456'GROUND.  THE DISK IN THE AZIMUTH MARK CONCRETE MONUMENT WAS FOUND
 CQ3456'SHEARED OFF AND THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION MARK
 CQ3456'BY LARGE POLES SUPPORTING LARGE SIGN.  BY REQUEST THIS STATION WAS
 CQ3456'REPAIRED THIS DATE.  THE UNDERGROUND STATION MARK POINT WAS HELD,
 CQ3456'THEN THE STATION MARK WERE LOWERED AND A NEW AZIMUTH MARK WAS
 CQ3456'ESTABLISHED.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 CQ3456'CHECKED THE PREVIOUS DATA GOOD.  A POLARIS OBSERVATION WAS MADE
 CQ3456'THIS DATE.
 CQ3456'
 CQ3456'THE ORIGINAL AZIMUTH MARK CONCRETE MONUMENT WITH STEM OF DISK WAS
 CQ3456'LEFT INTACT.
 CQ3456'
 CQ3456'THE STATION IS LOCATED ABOUT 1.6 MILES SOUTH OF STATE HIGHWAY 511 AND
 CQ3456'1.2 MILES NORTHEAST OF STATE HIGHWAY 526 AND ON PROPERTY OWNED BY
 CQ3456'SOUTHERN PACIFIC RAILROAD.
 CQ3456'
 CQ3456'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 171 AND
 CQ3456'STATE HIGHWAY 511 IN SOUTH SHREVEPORT, DRIVE SOUTH ON HIGHWAY 171 FOR
 CQ3456'1.6 MILES TO STATION SET ON THE LEFT NEAR THE RAILROAD AND DRIVE
 CQ3456'LEADING TO CEMETERY.
 CQ3456'
 CQ3456'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 CQ3456'DISK STAMPED---GROVE 1969 1981---SET INTO THE TOP OF A ROUND
 CQ3456'CONCRETE MONUMENT RECESSED 25 CM (10 INCHES) BELOW THE GROUND LOCATED
 CQ3456'29.56 METERS (97.0 FEET) E FROM THE CENTER OF THE NORTH BOUND LANE OF
 CQ3456'HIGHWAY 171, 14.02 METERS (46.0 FEET) WNW FROM A TELEPHONE POLE, 8.53
 CQ3456'METERS (28.0 FEET) N FROM THE CENTER OF THE DRIVEWAY TO CENTURIES
 CQ3456'MEMORIAL PARK, 3.35 METERS (11.0 FEET) W FROM THE WEST RAIL OF THE
 CQ3456'RAILROAD TRACK, AND 1.2 METERS (4 FEET) N FROM A METAL WITNESS POST.
 CQ3456'
 CQ3456'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 CQ3456'DEVELOPMENT DISK STAMPED---GROVE 1969 1981---SET INTO AN IRREGULAR
 CQ3456'MASS OF CONCRETE.
 CQ3456'
 CQ3456'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 CQ3456'DEVELOPMENT DISK STAMPED---GROVE RM NO 2 1969---SET INTO THE TOP OF
 CQ3456'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND LOCATED 14.02 METERS
 CQ3456'(46 FEET) E FROM THE EAST RAIL OF THE RAILROAD TRACK, 0.46 METER (1.5
 CQ3456'FEET) W FROM A CHAINLINK FENCE, 14.80 METERS (48.55 FEET) N FROM THE
 CQ3456'CENTER OF THE DRIVEWAY TO THE CEMETERY, 9.33 METERS (30.6 FEET) N
 CQ3456'FROM THE NORTH GATE POST TO GATE IN CEMETERY, AND 0.5 METER (1.5
 CQ3456'FEET) HIGHER THAN THE STATION.
 CQ3456'
 CQ3456'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 CQ3456'DEVELOPMENT DISK STAMPED---GROVE RM NO 2 1969---SET INTO THE TOP OF
 CQ3456'A ROUND CONCRETE MONUMENT RECESSED  .05 CM BELOW THE GROUND.
 CQ3456'LOCATED 16.58 METERS (54.4 FEET) NE
 CQ3456'FROM A FIRE HYDRANT, 12.24 METERS (40.15 FEET) W FROM THE WEST RAIL
 CQ3456'OF THE RAILROAD TRACK, 20.66 METERS (67.8 FEET) E FROM THE CENTER OF
 CQ3456'THE NORTH BOUND LANE OF HIGHWAY 171, 4.77 METERS (15.65 FEET) N FROM
 CQ3456'THE CENTER OF THE DRIVEWAY TO THE CEMETERY, AND 0.5 METER (1.5 FEET)
 CQ3456'HIGHER THAN THE STATION.
 CQ3456'
 CQ3456'AZIMUTH MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 CQ3456'DEVELOPMENT DISK STAMPED---GROVE AZ MK 1981---SET INTO THE TOP OF A
 CQ3456'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND LOCATED 25.6 METERS (84
 CQ3456'FEET) W FROM THE WEST RAIL OF THE RAILROAD TRACK, 25.3 METERS (83
 CQ3456'FEET) SW FROM A POWER POLE, 11.0 METERS (36 FEET) W FROM THE
 CQ3456'NORTHEAST CORNER OF A 5 FOOT HIGH CHAIN LINK FENCE, AND 1.5 METERS (5
 CQ3456'FEET) ENE FROM WITNESS SIGN ATTACHED TO METAL LINE POST.
 CQ3456'
 CQ3456'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, DRIVE SOUTH ALONG
 CQ3456'THE WEST SIDE OF THE RAILROAD TRACK TO CHAIN LINK FENCE UNDER
 CQ3456'OVERPASS OF INDUSTRIAL LOOP AND THE AZIMUTH MARK.
 CQ3456'
 CQ3456'THE 1969 AZIMUTH MARK IS THE STEM OF A STANDARD DISK SET IN THE TOP
 CQ3456'OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CQ3456'GROUND.  IT IS 48.40 FEET SOUTHWEST OF POWER POLE NO. 203, 32.4 FEET
 CQ3456'WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 36.0 FEET SOUTHEAST OF
 CQ3456'POWER POLE NO. 202 1/2 AND 2 FEET EAST OF A METAL WITNESS POST.
 CQ3456'
 CQ3456'TO REACH THE AZIMUTH MARK 1969 FROM THE STATION, DRIVE SOUTH ALONG
 CQ3456'THE WEST SIDE OF THE RAILROAD TRACK FOR 0.2 MILE TO THE AZIMUTH MARK
 CQ3456'ON THE LEFT.
 CQ3456
 CQ3456                          STATION RECOVERY (1988)
 CQ3456
 CQ3456'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ3456'THE STATION IS LOCATED IN THE SOUTHERN PART OF SHREVEPORT ALONG U S
 CQ3456'HIGHWAY 171 NEAR THE CENTRIES MEMORIAL PARK CEMETARY.
 CQ3456'OWNERSHIP--SOUTHERN PACIFIC RAILRAOD.
 CQ3456'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3456'HIGHWAY 511 IN SOUTH SHREVEPORT, GO SOUTH FOR 2.5 KM (1.6 MI) ON
 CQ3456'HIGHWAY 171 TO THE MARK ON THE LEFT NEAR THE DRIVE LEADING INTO THE
 CQ3456'CEMETARY,  29.6 M (97.1 FT) EAST FROM THE CENTER OF THE NORTH
 CQ3456'BOUND LANES OF HIGHWAY 171, 14.6 M (47.9 FT) NORTH FROM THE CENTER OF
 CQ3456'THE DIRVE LEADING INTO THE CEMETERY, 14 M (45.9 FT) WEST-NORTHWEST
 CQ3456'FROM A TELEPHONE POLE, 3.4 M (11.2 FT) WEST FROM THE WEST RAIL OF THE
 CQ3456'RAILROAD TRACKS AND 1.2 M (3.9 FT) NORTH FROM A WITNESS POST, RECESSED
 CQ3456'15 CM,  AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CQ3456
 CQ3456                          STATION RECOVERY (1995)
 CQ3456
 CQ3456'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3456'RECOVERED IN GOOD CONDITION.
 CQ3456
 CQ3456                          STATION RECOVERY (1999)
 CQ3456
 CQ3456'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3455 ***********************************************************************
 CQ3455  DESIGNATION -  GROVE RM 1
 CQ3455  PID         -  CQ3455
 CQ3455  STATE/COUNTY-  LA/CADDO
 CQ3455  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3455
 CQ3455                         *CURRENT SURVEY CONTROL
 CQ3455  ___________________________________________________________________
 CQ3455* NAD 83(1992)-  32 25 09.68537(N)    093 47 13.95814(W)     ADJUSTED  
 CQ3455* NAVD 88     -        70.936  (meters)     232.73   (feet)  ADJUSTED  
 CQ3455  ___________________________________________________________________
 CQ3455  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CQ3455  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ3455  DYNAMIC HT  -          70.856 (meters)     232.47  (feet)  COMP
 CQ3455  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CQ3455
 CQ3455  HORZ ORDER  -  THIRD
 CQ3455  VERT ORDER  -  SECOND    CLASS I
 CQ3455
 CQ3455.The horizontal coordinates were established by classical geodetic methods
 CQ3455.and adjusted by the National Geodetic Survey in February 1996..
 CQ3455
 CQ3455.The orthometric height was determined by differential leveling
 CQ3455.and adjusted by the National Geodetic Survey in February 1994..
 CQ3455
 CQ3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3455
 CQ3455.The geoid height was determined by GEOID03.
 CQ3455
 CQ3455.The dynamic height is computed by dividing the NAVD 88
 CQ3455.geopotential number by the normal gravity value computed on the
 CQ3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3455.degrees latitude (g = 980.6199 gals.).
 CQ3455
 CQ3455.The modeled gravity was interpolated from observed gravity values.
 CQ3455
 CQ3455;                    North         East     Units Scale Factor Converg.
 CQ3455;SPC LA N     -   213,530.888   878,932.831   MT  0.99995295   -0 40 50.0
 CQ3455;SPC LA N     -   700,559.26  2,883,632.13   sFT  0.99995295   -0 40 50.0
 CQ3455;UTM  15      - 3,587,192.409   425,983.174   MT  0.99966756   -0 25 19.4
 CQ3455
 CQ3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3455!SPC LA N     -   0.99999294  x   0.99995295  =   0.99994589
 CQ3455!UTM  15      -   0.99999294  x   0.99966756  =   0.99966050
 CQ3455
 CQ3455                          SUPERSEDED SURVEY CONTROL
 CQ3455
 CQ3455  NAD 83(1992)-  32 25 09.68602(N)    093 47 13.95693(W) AD(       ) 3
 CQ3455  NAD 83(1986)-  32 25 09.69612(N)    093 47 13.94770(W) AD(       ) 3
 CQ3455  NGVD 29 (11/02/92)   71.00   (m)          232.9    (f) LEVELING    3  
 CQ3455
 CQ3455.Superseded values are not recommended for survey control.
 CQ3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3455.See file dsdata.txt to determine how the superseded data were derived.
 CQ3455
 CQ3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2598387192(NAD 83)
 CQ3455_MARKER: DD = SURVEY DISK
 CQ3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3455_SP_SET: CONCRETE POST
 CQ3455_STAMPING: GROVE 1969 RM NO 1
 CQ3455_MARK LOGO: LADH  
 CQ3455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3455+STABILITY: SURFACE MOTION
 CQ3455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3455+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1988
 CQ3455
 CQ3455  HISTORY     - Date     Condition        Report By
 CQ3455  HISTORY     - 1969     MONUMENTED       LADH
 CQ3455  HISTORY     - 19881202 GOOD             LADTD
 CQ3455  HISTORY     - 19950429 GOOD             USPSQD
 CQ3455  HISTORY     - 19990515 GOOD             USPSQD
 CQ3455
 CQ3455                          STATION DESCRIPTION
 CQ3455
 CQ3455'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3455'THE STATION IS LOCATED IN SOUTHERN SHREVEPORT ALONG U S HIGHWAY 171
 CQ3455'NEAR THE ENTRANCE TO THE CENTRIES MENORIAL PARK CEMETARY.
 CQ3455'OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 CQ3455'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3455'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 2.5 KM (1.6 MI) ON
 CQ3455'HIGHWAY 171 TO THE MARK ON THE LEFT NEAR THE ENTRANCE TO THE
 CQ3455'CEMETARY,  14.7 M (48.2 FT) NORTH FROM THE DRIVE LEADING INTO THE
 CQ3455'CEMETARY, 14.1 M (46.3 FT) EAST FROM THE EAST RAIL OF THE SOUTHERN
 CQ3455'PACIFIC RAILROAD, 7.4 M (24.3 FT) NORTH FROM A TELEPHONE POLE AND 0.5
 CQ3455'M (1.6 FT) WEST FROM A FOUR FOOT HIGH CHAIN LINK FENCE.  THE MARK IS
 CQ3455'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3455
 CQ3455                          STATION RECOVERY (1995)
 CQ3455
 CQ3455'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3455'RECOVERED IN GOOD CONDITION.
 CQ3455
 CQ3455                          STATION RECOVERY (1999)
 CQ3455
 CQ3455'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3206 ***********************************************************************
 CQ3206  DESIGNATION -  GROVE RM 2
 CQ3206  PID         -  CQ3206
 CQ3206  STATE/COUNTY-  LA/CADDO
 CQ3206  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3206
 CQ3206                         *CURRENT SURVEY CONTROL
 CQ3206  ___________________________________________________________________
 CQ3206* NAD 83(1992)-  32 25 09.59219(N)    093 47 15.07683(W)     ADJUSTED  
 CQ3206* NAVD 88     -        71.078  (meters)     233.20   (feet)  ADJUSTED  
 CQ3206  ___________________________________________________________________
 CQ3206  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CQ3206  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ3206  DYNAMIC HT  -          70.998 (meters)     232.93  (feet)  COMP
 CQ3206  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CQ3206
 CQ3206  HORZ ORDER  -  SECOND
 CQ3206  VERT ORDER  -  SECOND    CLASS I
 CQ3206
 CQ3206.The horizontal coordinates were established by classical geodetic methods
 CQ3206.and adjusted by the National Geodetic Survey in February 1996..
 CQ3206
 CQ3206.The orthometric height was determined by differential leveling
 CQ3206.and adjusted by the National Geodetic Survey in February 1994..
 CQ3206
 CQ3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3206
 CQ3206.The geoid height was determined by GEOID03.
 CQ3206
 CQ3206.The dynamic height is computed by dividing the NAVD 88
 CQ3206.geopotential number by the normal gravity value computed on the
 CQ3206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3206.degrees latitude (g = 980.6199 gals.).
 CQ3206
 CQ3206.The modeled gravity was interpolated from observed gravity values.
 CQ3206
 CQ3206;                    North         East     Units Scale Factor Converg.
 CQ3206;SPC LA N     -   213,528.365   878,903.571   MT  0.99995295   -0 40 50.6
 CQ3206;SPC LA N     -   700,550.98  2,883,536.13   sFT  0.99995295   -0 40 50.6
 CQ3206;UTM  15      - 3,587,189.755   425,953.934   MT  0.99966761   -0 25 20.0
 CQ3206
 CQ3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3206!SPC LA N     -   0.99999292  x   0.99995295  =   0.99994587
 CQ3206!UTM  15      -   0.99999292  x   0.99966761  =   0.99966053
 CQ3206
 CQ3206|---------------------------------------------------------------------|
 CQ3206| PID    Reference Object                     Distance      Geod. Az  |
 CQ3206|                                                           dddmmss.s |
 CQ3206| CQ3456 GROVE RESET                          13.162 METERS 05616     |
 CQ3206| CQ3500 GROVE AZ MK                         298.267 METERS 19328     |
 CQ3206| CQ3457 GROVE AZ MK 2                       396.854 METERS 19553     |
 CQ3206| CQ3207 SHREVEPORT N BASE RM 3              APPROX. 1.7 KM 2011939.2 |
 CQ3206|---------------------------------------------------------------------|
 CQ3206
 CQ3206                          SUPERSEDED SURVEY CONTROL
 CQ3206
 CQ3206  NAD 83(1992)-  32 25 09.59284(N)    093 47 15.07562(W) AD(       ) 2
 CQ3206  NAD 83(1986)-  32 25 09.60302(N)    093 47 15.06636(W) AD(       ) 2
 CQ3206  NAD 27      -  32 25 09.04688(N)    093 47 14.42450(W) AD(       ) 2
 CQ3206  NGVD 29 (11/02/92)   71.15   (m)          233.4    (f) LEVELING    3  
 CQ3206
 CQ3206.Superseded values are not recommended for survey control.
 CQ3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3206.See file dsdata.txt to determine how the superseded data were derived.
 CQ3206
 CQ3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2595487190(NAD 83)
 CQ3206_MARKER: DD = SURVEY DISK
 CQ3206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3206_SP_SET: CONCRETE POST
 CQ3206_STAMPING: GROVE 1969 RM NO 2
 CQ3206_MARK LOGO: LADH  
 CQ3206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3206+STABILITY: SURFACE MOTION
 CQ3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3206+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1988
 CQ3206
 CQ3206  HISTORY     - Date     Condition        Report By
 CQ3206  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3206  HISTORY     - 1969     GOOD             LADTD
 CQ3206  HISTORY     - 19881202 GOOD             LADTD
 CQ3206  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3206  HISTORY     - 19990515 GOOD             USPSQD
 CQ3206
 CQ3206                          STATION DESCRIPTION
 CQ3206
 CQ3206'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3206'THE STATION IS LOCATED 1.6 MILES SOUTH OF STATE HIGHWAY 511 AND
 CQ3206'1.2 MILES NORTHEAST OF STATE HIGHWAY 526 AND ON PROPERTY OWNED
 CQ3206'BY SOUTHERN PACIFIC RAILROAD.
 CQ3206'
 CQ3206'REFERENCE MARK NO. 2 IS 43.16 FEET SOUTHWEST OF THE STATION.  IT
 CQ3206'IS 13.0 FEET SOUTH OF A POWER POLE, 15.65 FEET NORTH OF CENTER
 CQ3206'OF DRIVE TO CEMETERY, 54.40 FEET NORTHEAST OF A FIRE HYDRANT,
 CQ3206'40.15 FEET WEST OF WEST RAIL ON THE SOUTHERN PACIFIC RAILROAD,
 CQ3206'AND 67.80 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF
 CQ3206'U.S. HIGHWAY 171.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3206'U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO. 2 GROVE
 CQ3206'1969, FLUSH WITH THE GROUND.
 CQ3206'
 CQ3206'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 96.31 FEET.
 CQ3206'
 CQ3206'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 171
 CQ3206'AND STATE HIGHWAY 511 IN SOUTH SHREVEPORT, DRIVE SOUTH ON
 CQ3206'U.S. HIGHWAY 171 FOR 1.6 MILES TO STATION SET ON LEFT NEAR THE
 CQ3206'RAILROAD AND DRIVE LEADING TO CEMETERY.
 CQ3206
 CQ3206                          STATION RECOVERY (1969)
 CQ3206
 CQ3206'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 CQ3206'RECOVERED IN GOOD CONDITION.
 CQ3206
 CQ3206                          STATION RECOVERY (1988)
 CQ3206
 CQ3206'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ3206'THE STATION IS LOCATED IN SOUTHERN SHREVEPORT NEAR THE ENTRANCE TO THE
 CQ3206'CENTRIES MEMORIAL PARK CEMETARY.  OWNERSHIP--SOUTHERN PACIFIC
 CQ3206'RAILROAD.
 CQ3206'TO REACH THE STATION FROM THE JUNCITON OF U S HIGHWAY 171 AND STATE
 CQ3206'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 2.5 KM (1.6 MI) ON
 CQ3206'HIGHWAY 171 TO THE MARK ON THE LEFT NEAR THE ENTRANCE TO THE
 CQ3206'CEMETARY,  20.6 KM (12.8 MI) EAST FROM THE CENTER OF THE NORTH BOUND
 CQ3206'LANES OF HIGHWAY 171, 16.6 M (54.5 FT) NORTHEAST FROM A FIRE HYDRANT,
 CQ3206'12.2 M (40.0 FT) WEST FROM THE WEST RAIL OF THE RAILROAD TRACKS AND
 CQ3206'4.8 M (15.7 FT) NORTH FROM THE CENTER OF THE DRIVE LEADING INTO THE
 CQ3206'CEMETARY.  THE MARK IS RECESSED 5 CM AND ABOUT 0.5 M (1.6 FT) BELOW
 CQ3206'THE LEVEL OF THE HIGHWAY.
 CQ3206
 CQ3206                          STATION RECOVERY (1995)
 CQ3206
 CQ3206'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3206'MARK NOT FOUND.
 CQ3206
 CQ3206                          STATION RECOVERY (1999)
 CQ3206
 CQ3206'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3946 ***********************************************************************
 BJ3946  DESIGNATION -  GSU
 BJ3946  PID         -  BJ3946
 BJ3946  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3946  USGS QUAD   -  ST GABRIEL (1995)
 BJ3946
 BJ3946                         *CURRENT SURVEY CONTROL
 BJ3946  ___________________________________________________________________
 BJ3946* NAD 83(1986)-  30 21 17.     (N)    091 00 26.     (W)     SCALED    
 BJ3946* NAVD 88     -         7.154  (meters)      23.47   (feet)  ADJUSTED  
 BJ3946  ___________________________________________________________________
 BJ3946  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ3946  DYNAMIC HT  -           7.144 (meters)      23.44  (feet)  COMP
 BJ3946  MODELED GRAV-     979,331.5   (mgal)                       NAVD 88
 BJ3946
 BJ3946  VERT ORDER  -  SECOND    CLASS II
 BJ3946
 BJ3946.The horizontal coordinates were scaled from a topographic map and have
 BJ3946.an estimated accuracy of +/- 6 seconds.
 BJ3946
 BJ3946.The orthometric height was determined by differential leveling
 BJ3946.and adjusted by the National Geodetic Survey in February 1994..
 BJ3946
 BJ3946.The geoid height was determined by GEOID03.
 BJ3946
 BJ3946.The dynamic height is computed by dividing the NAVD 88
 BJ3946.geopotential number by the normal gravity value computed on the
 BJ3946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3946.degrees latitude (g = 980.6199 gals.).
 BJ3946
 BJ3946.The modeled gravity was interpolated from observed gravity values.
 BJ3946
 BJ3946;                    North         East    Units  Estimated Accuracy
 BJ3946;SPC LA S     -   205,630.    1,031,350.      MT  (+/- 180 meters Scaled)
 BJ3946
 BJ3946                          SUPERSEDED SURVEY CONTROL
 BJ3946
 BJ3946.No superseded survey control is available for this station.
 BJ3946
 BJ3946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP915597(NAD 83)
 BJ3946_MARKER: S = SPIKE
 BJ3946_SETTING: 0 = UNSPECIFIED SETTING
 BJ3946_MARK LOGO: LA-033
 BJ3946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3946
 BJ3946  HISTORY     - Date     Condition        Report By
 BJ3946  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3946
 BJ3946                          STATION DESCRIPTION
 BJ3946
 BJ3946'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3946'IN BATON ROUGE.
 BJ3946'LOCATED SOUTH OF THE CITY OF BATON ROUGE, ABOUT 0.24 KM (0.15 MI)
 BJ3946'SOUTH ON AIRLINE HIGHWAY FROM THE JUNCTION OF AIRLINE HIGHWAY AND
 BJ3946'HIGHLAND ROAD TO THE MARK ON THE EAST SIDE OF THE HIGHWAY IN FRONT OF
 BJ3946'WW CLARKLIFT EQUIPMENT COMPANY.  MARK IS A RAILROAD SPIKE IN A POWER
 BJ3946'POLE WITH THREE TRANSFORMERS ATTACHED AND A TELEPHONE REPAIR BOX ON
 BJ3946'THE SIDE OF THE POWER POLE.  MARK IS ABOUT 92.4 METERS (303 FT)
 BJ3946'NORTHEAST OF BENCH MARK 205-73 EBRPAR.
 BJ3946'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2656 ***********************************************************************
 BX2656  DESIGNATION -  GUARANTY
 BX2656  PID         -  BX2656
 BX2656  STATE/COUNTY-  LA/RAPIDES
 BX2656  USGS QUAD   -  ALEXANDRIA (1992)
 BX2656
 BX2656                         *CURRENT SURVEY CONTROL
 BX2656  ___________________________________________________________________
 BX2656* NAD 83(1992)-  31 18 40.90990(N)    092 26 41.56757(W)     ADJUSTED  
 BX2656* NAVD 88     -                                                        
 BX2656  ___________________________________________________________________
 BX2656  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BX2656  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BX2656
 BX2656  HORZ ORDER  -  THIRD
 BX2656
 BX2656.The horizontal coordinates were established by classical geodetic methods
 BX2656.and adjusted by the National Geodetic Survey in January 1993..
 BX2656
 BX2656
 BX2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2656
 BX2656.The geoid height was determined by GEOID03.
 BX2656
 BX2656;                    North         East     Units Scale Factor Converg.
 BX2656;SPC LA N     -    89,962.488 1,005,246.868   MT  0.99997034   +0 01 44.9
 BX2656;SPC LA N     -   295,151.93  3,298,047.43   sFT  0.99997034   +0 01 44.9
 BX2656;UTM  15      - 3,464,242.690   552,822.541   MT  0.99963441   +0 17 18.6
 BX2656
 BX2656                          SUPERSEDED SURVEY CONTROL
 BX2656
 BX2656  NAD 83(1986)-  31 18 40.92870(N)    092 26 41.56347(W) AD(       ) 4
 BX2656  NAD 27      -  31 18 40.26758(N)    092 26 41.07097(W) AD(       ) 3
 BX2656
 BX2656.Superseded values are not recommended for survey control.
 BX2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2656.See file dsdata.txt to determine how the superseded data were derived.
 BX2656
 BX2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5282364243(NAD 83)
 BX2656_MARKER: 62 = FLAGPOLE
 BX2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2656+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BX2656
 BX2656  HISTORY     - Date     Condition        Report By
 BX2656  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2656  HISTORY     - 1959     GOOD             CGS
 BX2656  HISTORY     - 19930612 GOOD             USPSQD
 BX2656  HISTORY     - 19990424 GOOD             USPSQD
 BX2656  HISTORY     - 20050204 GOOD             USPSQD
 BX2656
 BX2656                          STATION DESCRIPTION
 BX2656
 BX2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2656'STATION IS THE LIGHT OBSERVED UPON AND IS LOCATED ON TOP OF
 BX2656'A FLAGPOLE, IN THE VERY CENTER OF THE FLAGPOLE, ON TOP OF
 BX2656'THE GUARANTY BANK AND TRUST COMPANY.  THE BUILDING IS OWNED
 BX2656'BY THE GUARANTY BANK AND TRUST COMPANY, LOCATED AT THIRD
 BX2656'AND MURRAY STREETS, ALEXANDRIA, LOUISIANA.
 BX2656'
 BX2656'THE FLAGPOLE IS LOCATED NEAR THE NE CORNER OF THE ROOF OF
 BX2656'THE BUILDING, 31.73 METERS NW OF THE SE INSIDE CORNER, 19.00
 BX2656'METERS SE OF THE NW CORNER, 3.55 METERS W OF THE E INSIDE
 BX2656'COPING OF THE BUILDING, AND 4.90 METERS SW OF THE NE INSIDE
 BX2656'CORNER.
 BX2656'
 BX2656'THE STATION WAS NOT OCCUPIED.
 BX2656
 BX2656                          STATION RECOVERY (1959)
 BX2656
 BX2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2656'THIS STATION WAS VISITED 10-13-59.  THE LIGHT WHICH WAS
 BX2656'OBSERVED UPON IN 1934 (AT THAT TIME IT WAS CENTERED OVER
 BX2656'THE TOP OF THE FLAGPOLE) IS NOW MOUNTED ON THE EAST SIDE
 BX2656'OF THE FLAG POLE SO IT WOULD NO LONGER REPRESENT THE TRUE
 BX2656'CENTER OF THE STATION, HOWEVER THE FLAG POLE IS IN ITS SAME
 BX2656'LOCATION AS IT WAS IN 1934.  THE 7 FOOT WIDE COPING AROUND
 BX2656'THE TOP OF BUILDING WAS TAKEN OFF AND A PLAIN STONE CAP WAS
 BX2656'PUT ON THE TOP OF THE WALL OF THE BUILDING, THIS CHANGED
 BX2656'THE MEASUREMENTS SOME, BUT IT IS BELIEVED THAT THE
 BX2656'MEASUREMENTS TAKEN IN 1934 WERE MENT AS FEET, NOT AS METERS AS
 BX2656'STATED IN THE DESCRIPTION.  THE CUSTODIAN OF THE
 BX2656'BUILDING WENT UP TOP WITH THE WRITER AT THIS DATE AND
 BX2656'HE CLAIMED THE FLAG POLE HAD NEVER BEEN MOVED.  NEW
 BX2656'MEASUREMENTS FOR THE FLAGPOLE FOLLOW--THE FLAGPOLE IS
 BX2656'LOCATED IN THE SOUTHEAST CORNER OF THE TOP OF THE
 BX2656'GUARANTY BANK BUILDING, WHICH IS LOCATED ON THE CORNER
 BX2656'OF THIRD AND MURRY STREETS IN DOWNTOWN ALEXANDRIA.  IT IS 3.6
 BX2656'FEET WEST OF THE INSIDE OF THE EAST WALL, 5.2 FEET
 BX2656'NORTHWEST OF THE INSIDE OF THE SOUTHEAST CORNER OF THE
 BX2656'BUILDING, AND 3.6 FEET NORTH OF THE SOUTH WALL OF THE
 BX2656'BUILDING.  IT IS A METAL FLAGPOLE ABOUT 20 FEET HIGH.
 BX2656
 BX2656                          STATION RECOVERY (1993)
 BX2656
 BX2656'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2656'RECOVERED IN GOOD CONDITION.
 BX2656
 BX2656                          STATION RECOVERY (1999)
 BX2656
 BX2656'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2656'RECOVERED IN GOOD CONDITION.
 BX2656
 BX2656                          STATION RECOVERY (2005)
 BX2656
 BX2656'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2669 ***********************************************************************
 BX2669  DESIGNATION -  GUARANTY
 BX2669  PID         -  BX2669
 BX2669  STATE/COUNTY-  LA/RAPIDES
 BX2669  USGS QUAD   -  ALEXANDRIA (1992)
 BX2669
 BX2669                         *CURRENT SURVEY CONTROL
 BX2669  ___________________________________________________________________
 BX2669* NAD 83(1992)-  31 18 40.98025(N)    092 26 42.05424(W)     ADJUSTED  
 BX2669* NAVD 88     -        72.0    (meters)     236.     (feet)  VERTCON   
 BX2669  ___________________________________________________________________
 BX2669  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BX2669  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BX2669
 BX2669  HORZ ORDER  -  FIRST
 BX2669
 BX2669.The horizontal coordinates were established by classical geodetic methods
 BX2669.and adjusted by the National Geodetic Survey in January 1993..
 BX2669
 BX2669.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2669
 BX2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2669
 BX2669.The geoid height was determined by GEOID03.
 BX2669
 BX2669;                    North         East     Units Scale Factor Converg.
 BX2669;SPC LA N     -    89,964.648 1,005,233.999   MT  0.99997034   +0 01 44.7
 BX2669;SPC LA N     -   295,159.02  3,298,005.21   sFT  0.99997034   +0 01 44.7
 BX2669;UTM  15      - 3,464,244.791   552,809.666   MT  0.99963440   +0 17 18.3
 BX2669
 BX2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2669!SPC LA N     -   0.99999286  x   0.99997034  =   0.99996320
 BX2669!UTM  15      -   0.99999286  x   0.99963440  =   0.99962726
 BX2669
 BX2669:                Primary Azimuth Mark                     Grid Az
 BX2669:SPC LA N     -  PINEVILLE RAD STA KALB MAST              096 16 15.0
 BX2669:UTM  15      -  PINEVILLE RAD STA KALB MAST              096 00 41.4
 BX2669
 BX2669|---------------------------------------------------------------------|
 BX2669| PID    Reference Object                     Distance      Geod. Az  |
 BX2669|                                                           dddmmss.s |
 BX2669| BX2664 PINEVILLE RAD STA KALB MAST         APPROX. 2.8 KM 0961759.7 |
 BX2669| BX2265 SANDY RM 2                          APPROX. 4.1 KM 1233511.8 |
 BX2669| CY3705 GUARANTY RM 1                         4.707 METERS 23134     |
 BX2669| BX2679 NELSON                              APPROX. 2.8 KM 2882901.4 |
 BX2669| CY3706 GUARANTY RM 2                         6.050 METERS 32510     |
 BX2669|---------------------------------------------------------------------|
 BX2669
 BX2669                          SUPERSEDED SURVEY CONTROL
 BX2669
 BX2669  NAD 83(1986)-  31 18 40.99966(N)    092 26 42.04979(W) AD(       ) 1
 BX2669  NAD 27      -  31 18 40.34050(N)    092 26 41.55698(W) AD(       ) 1
 BX2669  NGVD 29 (07/19/86)   72.0    (m)          236.     (f) VERT ANG       
 BX2669
 BX2669.Superseded values are not recommended for survey control.
 BX2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2669.See file dsdata.txt to determine how the superseded data were derived.
 BX2669
 BX2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5281064245(NAD 83)
 BX2669_MARKER: DS = TRIANGULATION STATION DISK
 BX2669_SETTING: 0 = UNSPECIFIED SETTING
 BX2669
 BX2669  HISTORY     - Date     Condition        Report By
 BX2669  HISTORY     - 1969     MONUMENTED       CGS
 BX2669  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 BX2669  HISTORY     - 19990424 GOOD             USPSQD
 BX2669
 BX2669                          STATION DESCRIPTION
 BX2669
 BX2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2669'NO MEASUREMENT BETWEEN RMS BECAUSE OF LARGE AIR VENT ON LINE.
 BX2669'
 BX2669'THE STATION IS LOCATED ON THE ROOF OF THE GUARANTY BANK
 BX2669'BUILDING IN DOWNTOWN ALEXANDRIA, JUST SOUTH OF THE CITY HALL AT
 BX2669'THIRD STREET AND MURRAY STREET.
 BX2669'
 BX2669'THE STATION IS A STANDARD DISK, STAMPED GUARANTY 1969, CEMENTED
 BX2669'IN A DRILL HOLE IN THE TOP OF A WALL AROUND THE THIRD LEVEL OF
 BX2669'A FOUR LEVEL ROOF.  IT IS 0.7 FOOT EAST OF THE SOUTH CORNER OF AN
 BX2669'OFFSET IN CENTER OF ROOF, 6.8 FEET SOUTH OF THE NORTH CORNER
 BX2669'OF THE OFFSET AND 8.3 FEET WEST OF THE NORTHEAST CORNER OF THE
 BX2669'EAST WALL.
 BX2669'
 BX2669'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GUARANTY NO 1 1969,
 BX2669'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH WALL.  IT IS 10
 BX2669'FEET WEST OF THE SOUTHEAST CORNER OF THE EAST WALL AND 17.8 FEET
 BX2669'EAST OF THE SOUTHWEST CORNER OF THE WEST WALL.
 BX2669'
 BX2669'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GUARANTY NO 2 1969,
 BX2669'CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST WALL.  IT IS 2.8
 BX2669'FEET SOUTH OF THE NORTHWEST CORNER OF THE WALL, 20.3 FEET NORTH
 BX2669'OF THE SOUTHWEST CORNER OF THE WEST WALL 20.2 FEET WEST OF THE
 BX2669'NORTH CORNER OF THE OFFSET IN THE CENTER OF THE NORTH WALL.
 BX2669'
 BX2669'STATION NELSON LHD WAS USED FOR AN AZIMUTH AT THIS TIME.
 BX2669'
 BX2669'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 BX2669
 BX2669                          STATION RECOVERY (1993)
 BX2669
 BX2669'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2669'MARK NOT FOUND.
 BX2669
 BX2669                          STATION RECOVERY (1999)
 BX2669
 BX2669'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3172 ***********************************************************************
 AU3172  DESIGNATION -  GUEDRY
 AU3172  PID         -  AU3172
 AU3172  STATE/COUNTY-  LA/LAFOURCHE
 AU3172  USGS QUAD   -  SAVOIE (1980)
 AU3172
 AU3172                         *CURRENT SURVEY CONTROL
 AU3172  ___________________________________________________________________
 AU3172* NAD 83(1992)-  29 44 30.61177(N)    090 42 00.20655(W)     ADJUSTED  
 AU3172* NAVD 88     -         3.85   (+/-2cm)      12.6  **(feet)  VERTCON   
 AU3172  **This station is located in a subsidence area (see below).
 AU3172  ___________________________________________________________________
 AU3172  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3172  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AU3172
 AU3172  HORZ ORDER  -  FIRST
 AU3172  VERT ORDER  -  THIRD ? (See Below)
 AU3172
 AU3172.The horizontal coordinates were established by classical geodetic methods
 AU3172.and adjusted by the National Geodetic Survey in January 1993..
 AU3172
 AU3172 ** The orthometric height has not been validated since last determined
 AU3172 ** by differential leveling and should not be used for control purposes.
 AU3172 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3172 ** area with valid NAVD 88 orthometric heights.
 AU3172 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3172 ** epoch indicated which incorporates improved geoid heights for the
 AU3172 ** Southern Louisiana Subsidence area.
 AU3172 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3172.The vertical order pertains to the NGVD 29 superseded value.
 AU3172
 AU3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3172
 AU3172.The geoid height was determined by GEOID03.
 AU3172
 AU3172;                    North         East     Units Scale Factor Converg.
 AU3172;SPC LA S     -   137,820.224 1,061,255.736   MT  0.99993590   +0 18 59.9
 AU3172;SPC LA S     -   452,165.18  3,481,803.19   sFT  0.99993590   +0 18 59.9
 AU3172;UTM  15      - 3,292,394.767   722,426.601   MT  1.00021046   +1 08 29.2
 AU3172
 AU3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3172!SPC LA S     -   1.00000342  x   0.99993590  =   0.99993932
 AU3172!UTM  15      -   1.00000342  x   1.00021046  =   1.00021388
 AU3172
 AU3172|---------------------------------------------------------------------|
 AU3172| PID    Reference Object                     Distance      Geod. Az  |
 AU3172|                                                           dddmmss.s |
 AU3172| DD7171 GUEDRY RM 1                          32.615 METERS 16628     |
 AU3172| DD7173 GUEDRY RM 3                          33.178 METERS 16632     |
 AU3172| DD7172 GUEDRY RM 2                          54.297 METERS 24819     |
 AU3172| DD7174 GUEDRY RM 4                                        2775211.9 |
 AU3172| DD7170 GUEDRY AZ MK                                       2883736.1 |
 AU3172| AU3174 GUEDRY RM 5                          26.408 METERS 28848     |
 AU3172| AU3196 THIBODAUX ST JOSEPHS CH S DOME      APPROX.12.9 KM 2961956.0 |
 AU3172| AU3197 THIBODAUX ST JOSEPHS CH N DOME      APPROX.12.9 KM 2962440.3 |
 AU3172| AU3217 THIBODAUX MUNICIPAL SPIPE           APPROX.13.2 KM 2982158.5 |
 AU3172|---------------------------------------------------------------------|
 AU3172
 AU3172                          SUPERSEDED SURVEY CONTROL
 AU3172
 AU3172  NAD 83(1986)-  29 44 30.63004(N)    090 42 00.20738(W) AD(       ) 1
 AU3172  NAD 27      -  29 44 29.87250(N)    090 41 59.88469(W) AD(       ) 1
 AU3172  NGVD 29 (07/19/86)    3.94   (m)           12.9    (f) LEVELING    3  
 AU3172
 AU3172.Superseded values are not recommended for survey control.
 AU3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3172.See file dsdata.txt to determine how the superseded data were derived.
 AU3172
 AU3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2242792395(NAD 83)
 AU3172_MARKER: DS = TRIANGULATION STATION DISK
 AU3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3172
 AU3172  HISTORY     - Date     Condition        Report By
 AU3172  HISTORY     - 1934     MONUMENTED       CGS
 AU3172  HISTORY     - 1941     GOOD             CGS
 AU3172  HISTORY     - 1942     GOOD             LAGS
 AU3172  HISTORY     - 1956     GOOD             LOCENG
 AU3172  HISTORY     - 1962     GOOD             USGS
 AU3172  HISTORY     - 1967     GOOD             CGS
 AU3172  HISTORY     - 1972     GOOD             NGS
 AU3172
 AU3172                          STATION DESCRIPTION
 AU3172
 AU3172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3172'LOCATED 6.3 MILES NW OF RACELAND ON AN OLD LEVEE, 21 METERS N
 AU3172'OF THE CENTER LINE OF STATE ROUTE 29 AND 15 METERS S OF THE
 AU3172'S BANK OF BAYOU LAFOURCHE.
 AU3172'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 AU3172'
 AU3172'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3172'IS ON THE S SIDE OF ROUTE 29, 39
 AU3172'METERS (128 FEET) FROM ITS CENTER LINE, JUST N OF A WOODEN FENCE,
 AU3172'AND 32.615 METERS (107.00 FEET) FROM THE STATION S 13 DEG 32 MIN E.
 AU3172'
 AU3172'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3172'IS ON THE S SIDE OF ROUTE 29, 39 METERS
 AU3172'(128 FEET) FROM ITS CENTER LINE, JUST N OF A WOODEN FENCE, AND
 AU3172'54.308 METERS (178.18 FEET) FROM THE STATION S 68 DEG 19 MIN W.
 AU3172'
 AU3172'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3172'IS ON THE S SIDE OF ROUTE 29, 60 FEET
 AU3172'FROM ITS CENTER LINE, AND ABOUT 0.50 MILE FROM THE STATION
 AU3172'N 71 DEG 22 MIN W.
 AU3172
 AU3172                          STATION RECOVERY (1941)
 AU3172
 AU3172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LEG)
 AU3172'RECOVERED AS DESCRIBED.
 AU3172
 AU3172                          STATION RECOVERY (1942)
 AU3172
 AU3172'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1942
 AU3172'RECOVERED AS DESCRIBED.
 AU3172
 AU3172                          STATION RECOVERY (1956)
 AU3172
 AU3172'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 AU3172'RECOVERED BY JACK AMMANN ENGINEERS
 AU3172'
 AU3172'STATION WAS RECOVERED AS DESCRIBED.
 AU3172
 AU3172                          STATION RECOVERY (1962)
 AU3172
 AU3172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AU3172'STATION WAS NOT FOUND.  REFERENCE MARKS NO. 1 AND NO. 2 WERE
 AU3172'FOUND AND ARE IN GOOD CONDITION.  I HAVE REASON TO BELIEVE THAT
 AU3172'THE STATION WAS RESET IN 1958.
 AU3172
 AU3172                          STATION RECOVERY (1967)
 AU3172
 AU3172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AU3172'THE STATION WAS VISITED 6-6-67 AND THE STATION AND REFERENCE MARK
 AU3172'NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 AU3172'FOUND DISTURBED, LEANING SLIGHTLY TO THE SOUTH AND THE ARROW
 AU3172'POINTING ABOUT 10 DEGREES EAST OF THE STATION.  REFERENCE MARK
 AU3172'NO. 1 WAS STAMPED NO. 3 AND USED AS RM NO. 3.  THE AZIMUTH MARK
 AU3172'WSA FOUND DISTURBED AND WAS DESTROYED AND THE DISK WAS RECLAIMED
 AU3172'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 AU3172'
 AU3172'THE STATION IS LOCATED 5.65 MILES NORTHWEST ALONG STATE HIGHWAY
 AU3172'NO. 1 FROM ITS JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTHWEST
 AU3172'EDGE OF RACELAND BETWEEN THE HIGHWAY AND BAYOU LAFOURCHE.  THE
 AU3172'STATION IS 49 FT. WEST OF WEST WALL OF HOUSE, 27.5 FT. WEST
 AU3172'OF A CYCLONE FENCE AROUND HOUSE, 20 FT. SOUTHWEST OF TELEPHONE
 AU3172'SERVICE POLE, 59 FT. NORTH OF THE CENTERLINE OF STATE HIGHWAY
 AU3172'NO. 1, 58 FT. SOUTH OF SOUTH BANK OF BAYOU LA FOURCHE, 41.5
 AU3172'FT. SOUTHWEST OF NORTHWEST CORNER OF FENCE, 1 FOOT NORTH OF A
 AU3172'METAL WITNESS POST, 315 FT. NORTH OF PROJECTED PLANE OF SOUTH
 AU3172'SIDE OF HOUSE TO EAST.  IT IS A STANDARD TRIANGULATION MARK
 AU3172'DISK STAMPED GUEDRY 1934, ABOUT 10-INCHES BELOW SURFACE OF
 AU3172'GROUND.
 AU3172'
 AU3172'REFERENCE MARK NO. 3 IS 108.79 FT. SSE OF STATION, 39 FT. SOUTH
 AU3172'OF THE CENTERLINE OF STATE HIGHWAY NO. 1, 39 FT. EAST OF POWER
 AU3172'POLE, 7 FT. EAST OF NORTHWEST CORNER OF A YARD FENCE, 19 FT.
 AU3172'WEST OF CONCRETE RIGHT-OF-WAY MARKER.  IT IS A STANDARD REFERENCE
 AU3172'MARK DISK STAMPED GUEDRY NO 3 1934 1967 PROJECTING 8-INCHES.
 AU3172'
 AU3172'REFERENCE MARK NO. 2 IS 178.18 FT. SOUTHWEST OF THE STATION MARK,
 AU3172'39 FT. SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 1, 22 FT.
 AU3172'SOUTH OF THE CENTERLINE OF CONCRETE DRIVE TO A WHITE HOUSE IN
 AU3172'LINE WITH A ROW OF POWER POLES IN FRONT YARD OF WHITE HOUSE.
 AU3172'IT IS A STANDARD REFERENCE MARK DISK STAMPED GUEDRY NO 2 1934
 AU3172'PROJECTING 3-INCHES.
 AU3172'
 AU3172'THE AZIMUTH MARK WAS DESTROYED AT THIS DATE.  (MARK PREVIOUSLY
 AU3172'DISTURBED).
 AU3172'
 AU3172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.65 MILES
 AU3172'NORTHWEST OF RACELAND
 AU3172
 AU3172                          STATION RECOVERY (1972)
 AU3172
 AU3172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3172'NO MEASUREMENT BETWEEN RM 2 - RM 3 DUE TO BRUSH ON LINE.
 AU3172'
 AU3172'MEASUREMENTS WERE MADE WITH A 300 FOOT TAPE HOLDING 10 KGS.
 AU3172'TENSION.
 AU3172'
 AU3172'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AS
 AU3172'DESCRIBED IN THE 1967 DESCRIPTION.  THE HORIZONTAL DISTANCE AND
 AU3172'DIRECTION CHECKED ADEQUATELY TO REFERENCE MARKS 2 AND 3, AND
 AU3172'THE TO REACH IS ADEQUATE TO THE 1967 DESCRIPTION.
 AU3172'
 AU3172'DUE TO THE OLD STATION MARK BEING TO CLOSE TO A HOUSE, THE
 AU3172'TOWER WAS BUILT OVER GUEDRY 1934 RM 5 WHICH WAS ESTABLISHED
 AU3172'AT THIS TIME.  RM 4 WAS ALSO ESTABLISHED AT THIS TIME.
 AU3172'
 AU3172'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU3172'
 AU3172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 AU3172'WEST OF RACELAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3174 ***********************************************************************
 AU3174  DESIGNATION -  GUEDRY RM 5
 AU3174  PID         -  AU3174
 AU3174  STATE/COUNTY-  LA/LAFOURCHE
 AU3174  USGS QUAD   -  SAVOIE (1980)
 AU3174
 AU3174                         *CURRENT SURVEY CONTROL
 AU3174  ___________________________________________________________________
 AU3174* NAD 83(1992)-  29 44 30.88824(N)    090 42 01.13686(W)     ADJUSTED  
 AU3174* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 AU3174  **This station is located in a subsidence area (see below).
 AU3174  ___________________________________________________________________
 AU3174  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3174  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AU3174
 AU3174  HORZ ORDER  -  FIRST
 AU3174
 AU3174.The horizontal coordinates were established by classical geodetic methods
 AU3174.and adjusted by the National Geodetic Survey in January 1993..
 AU3174
 AU3174 ** The orthometric height has not been validated since last determined
 AU3174 ** by differential leveling and should not be used for control purposes.
 AU3174 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3174 ** area with valid NAVD 88 orthometric heights.
 AU3174 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3174 ** epoch indicated which incorporates improved geoid heights for the
 AU3174 ** Southern Louisiana Subsidence area.
 AU3174 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3174
 AU3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3174
 AU3174.The geoid height was determined by GEOID03.
 AU3174
 AU3174;                    North         East     Units Scale Factor Converg.
 AU3174;SPC LA S     -   137,828.598 1,061,230.693   MT  0.99993589   +0 18 59.5
 AU3174;SPC LA S     -   452,192.66  3,481,721.03   sFT  0.99993589   +0 18 59.5
 AU3174;UTM  15      - 3,292,402.781   722,401.433   MT  1.00021032   +1 08 28.8
 AU3174
 AU3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3174!SPC LA S     -   1.00000356  x   0.99993589  =   0.99993945
 AU3174!UTM  15      -   1.00000356  x   1.00021032  =   1.00021388
 AU3174
 AU3174:                Primary Azimuth Mark                     Grid Az
 AU3174:SPC LA S     -  KRAEMER WATER TANK                       022 51 53.1
 AU3174:UTM  15      -  KRAEMER WATER TANK                       022 02 23.8
 AU3174
 AU3174|---------------------------------------------------------------------|
 AU3174| PID    Reference Object                     Distance      Geod. Az  |
 AU3174|                                                           dddmmss.s |
 AU3174| AU3113 KRAEMER WATER TANK                  APPROX.14.3 KM 0231052.6 |
 AU3174| AU3145 RACELAND SOUTH COAST CORP STK       APPROX.10.6 KM 0951522.9 |
 AU3174| AU3146 RACELAND SOUTH COAST CORP TANK      APPROX.10.6 KM 0955602.0 |
 AU3174| AU3173 RACELAND N WATER TANK               APPROX. 4.9 KM 0964619.6 |
 AU3174| AU3172 GUEDRY                               26.408 METERS 10848     |
 AU3174| AU3144 MATHEWS WATER TANK                  APPROX.14.9 KM 1095729.7 |
 AU3174| DD7173 GUEDRY RM 3                          52.267 METERS 14115     |
 AU3174| DD7172 GUEDRY RM 2                          38.277 METERS 22142     |
 AU3174| AU3175 THIBODAUX LAFOURCHE COMM MAST       APPROX. 3.7 KM 2522623.6 |
 AU3174| DD7174 GUEDRY RM 4                                        2771022.1 |
 AU3174|---------------------------------------------------------------------|
 AU3174
 AU3174                          SUPERSEDED SURVEY CONTROL
 AU3174
 AU3174  NAD 83(1986)-  29 44 30.90654(N)    090 42 01.13778(W) AD(       ) 1
 AU3174  NAD 27      -  29 44 30.14899(N)    090 42 00.81498(W) AD(       ) 1
 AU3174  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 AU3174
 AU3174.Superseded values are not recommended for survey control.
 AU3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3174.See file dsdata.txt to determine how the superseded data were derived.
 AU3174
 AU3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2240192403(NAD 83)
 AU3174_MARKER: DR = REFERENCE MARK DISK
 AU3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3174
 AU3174  HISTORY     - Date     Condition        Report By
 AU3174  HISTORY     - 1972     MONUMENTED       NGS
 AU3174
 AU3174                          STATION DESCRIPTION
 AU3174
 AU3174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3174'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF THIBODAUX, 6-1/2
 AU3174'MILES NORTHEAST OF GRAY AND 5-1/2 MILES WEST OF RACELAND, AND IS ON
 AU3174'PROPERTY OWNED BY MRS. CLEMENT WEIMER, RD BOX 292 RACELAND,
 AU3174'LOUISIANA.
 AU3174'
 AU3174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU3174'HIGHWAY 1 IN THE NORTHWEST EDGE OF RACELAND, GO WEST ON STATE
 AU3174'HIGHWAY 1 FOR 5.8 MILES TO THE STATION ON THE RIGHT.  TO REACH
 AU3174'REFERENCE MARK 4 (AZIMUTH MARK), CONTINUE WEST ON STATE HIGHWAY 1
 AU3174'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 AU3174'
 AU3174'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED GUEDRY 1934
 AU3174'NO 5 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AU3174'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AU3174'SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 AU3174'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.  IT IS
 AU3174'86 FEET WEST OF THE METAL WITNESS POST, 70 FEET NORTH OF THE
 AU3174'CENTERLINE OF STATE HIGHWAY 1 AND 47 FEET SOUTH OF THE SOUTH BANK
 AU3174'OF BAYOU LAFOURCHE.
 AU3174'
 AU3174'GUEDRY 1934, A STANDARD DISK STAMPED GUEDRY 1934, IS SET IN THE TOP
 AU3174'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AU3174'GROUND SURFACE.  IT IS 60 FEET NORTH OF THE CENTERLINE OF STATE
 AU3174'HIGHWAY 1, 28 FEET WEST OF A METAL FENCE, 20 FEET SOUTH-SOUTHWEST OF
 AU3174'A GUY POLE AND 2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 AU3174'
 AU3174'REFERENCE MARK 2, A STANDARD DISK STAMPED GUEDRY NO 2 1934, IS SET IN
 AU3174'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 AU3174'INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF THE
 AU3174'CENTERLINE OF STATE HIGHWAY 1 AND 22 FEET WEST OF A DRIVEWAY.
 AU3174'
 AU3174'REFERENCE MARK 3, A STANDARD DISK STAMPED GUEDRY 1934 NO 3 1967, IS
 AU3174'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 AU3174'INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF THE
 AU3174'CENTERLINE OF STATE HIGHWAY 1 AND 2 FEET NORTH OF A FENCE.
 AU3174'
 AU3174'REFERENCE MARK 4, A STANDARD DISK STAMPED GUEDRY 1934 NO 4 1972, IS
 AU3174'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AU3174'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF
 AU3174'THE CENTERLINE OF STATE HIGHWAY 1, 6.8 FEET WEST OF A DRIVEWAY AND
 AU3174'2.5 FEET EAST OF A POWERLINE POLE.
 AU3174'
 AU3174'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3174 ***********************************************************************
 CP3174  HT_MOD      -  This is a Height Modernization Survey Station.
 CP3174  FBN         -  This is a Federal Base Network Control Station.
 CP3174  DESIGNATION -  GUENARD
 CP3174  PID         -  CP3174
 CP3174  STATE/COUNTY-  LA/EAST CARROLL
 CP3174  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3174
 CP3174                         *CURRENT SURVEY CONTROL
 CP3174  ___________________________________________________________________
 CP3174* NAD 83(1992)-  32 49 25.42766(N)    091 11 16.10504(W)     ADJUSTED  
 CP3174* NAVD 88     -        31.28   (meters)     102.6    (feet)  GPS OBS   
 CP3174  ___________________________________________________________________
 CP3174  X           -    -111,216.701 (meters)                     COMP
 CP3174  Y           -  -5,363,947.910 (meters)                     COMP
 CP3174  Z           -   3,437,549.911 (meters)                     COMP
 CP3174  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CP3174  ELLIP HEIGHT-           4.94  (meters)          (07/20/01) GPS OBS
 CP3174  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP3174
 CP3174  HORZ ORDER  -  B
 CP3174  ELLP ORDER  -  FOURTH    CLASS I
 CP3174
 CP3174.This mark is at Byerley Airport (0M8)
 CP3174
 CP3174.The horizontal coordinates were established by GPS observations
 CP3174.and adjusted by the National Geodetic Survey in November 2003..
 CP3174
 CP3174.The orthometric height was determined by GPS observations and a
 CP3174.high-resolution geoid model using precise GPS observation and
 CP3174.processing techniques. It supersedes the leveled height previously
 CP3174.determined for this station.
 CP3174
 CP3174.Photographs are available for this station.
 CP3174
 CP3174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3174
 CP3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3174
 CP3174.The ellipsoidal height was determined by GPS observations
 CP3174.and is referenced to NAD 83.
 CP3174
 CP3174.The geoid height was determined by GEOID03.
 CP3174
 CP3174;                    North         East     Units Scale Factor Converg.
 CP3174;SPC LA N     -   258,399.466 1,122,873.782   MT  1.00003959   +0 41 37.5
 CP3174;SPC LA N     -   847,765.58  3,683,961.73   sFT  1.00003959   +0 41 37.5
 CP3174;SPC MS W     -   368,814.885   619,991.053   MT  1.00002890   -0 27 47.5
 CP3174;SPC MS W     - 1,210,020.17  2,034,087.31   sFT  1.00002890   -0 27 47.5
 CP3174;UTM  15      - 3,633,200.355   669,635.100   MT  0.99995483   +0 58 57.2
 CP3174
 CP3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3174!SPC LA N     -   0.99999922  x   1.00003959  =   1.00003881
 CP3174!SPC MS W     -   0.99999922  x   1.00002890  =   1.00002812
 CP3174!UTM  15      -   0.99999922  x   0.99995483  =   0.99995405
 CP3174
 CP3174:                Primary Azimuth Mark                     Grid Az
 CP3174:SPC LA N     -  GUENARD AZ MK                            355 40 27.1
 CP3174:SPC MS W     -  GUENARD AZ MK                            356 49 52.1
 CP3174:UTM  15      -  GUENARD AZ MK                            355 23 07.4
 CP3174
 CP3174|---------------------------------------------------------------------|
 CP3174| PID    Reference Object                     Distance      Geod. Az  |
 CP3174|                                                           dddmmss.s |
 CP3174| CP3173 GUENARD AZ MK                       483.508 METERS 3562204.6 |
 CP3174|---------------------------------------------------------------------|
 CP3174
 CP3174                          SUPERSEDED SURVEY CONTROL
 CP3174
 CP3174  ELLIP H (06/20/00)    4.94   (m)                       GP(       ) 3 1
 CP3174  ELLIP H (01/21/93)    5.00   (m)                       GP(       ) 4 2
 CP3174  NAD 83(1992)-  32 49 25.42723(N)    091 11 16.10437(W) AD(       ) B
 CP3174  ELLIP H (09/10/92)    5.00   (m)                       GP(       ) 4 1
 CP3174  NAD 83(1986)-  32 49 25.44130(N)    091 11 16.09633(W) AD(       ) 3
 CP3174  NAD 27      -  32 49 24.97912(N)    091 11 15.69803(W) AD(       ) 3
 CP3174  NAVD 88 (07/14/98)   31.256  (m)          102.55   (f) ADJUSTED    2 1
 CP3174  NGVD 29 (11/20/87)   30.9    (m)          101.     (f) GPS OBS        
 CP3174
 CP3174.Superseded values are not recommended for survey control.
 CP3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3174.See file dsdata.txt to determine how the superseded data were derived.
 CP3174
 CP3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6963533200(NAD 83)
 CP3174_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3174_SP_SET: CONCRETE POST
 CP3174_STAMPING: GUENARD 1986
 CP3174_MARK LOGO: LADTD 
 CP3174_PROJECTION: FLUSH
 CP3174_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3174+STABILITY: SURFACE MOTION
 CP3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3174+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 CP3174
 CP3174  HISTORY     - Date     Condition        Report By
 CP3174  HISTORY     - 1986     MONUMENTED       LADTD
 CP3174  HISTORY     - 1986     GOOD             LADTD
 CP3174  HISTORY     - 19870430 GOOD
 CP3174  HISTORY     - 19900307 GOOD             NGS
 CP3174  HISTORY     - 19911001 GOOD             LADTD
 CP3174  HISTORY     - 19920310 GOOD
 CP3174  HISTORY     - 19930503 GOOD
 CP3174  HISTORY     - 19980206 GOOD             NGS
 CP3174  HISTORY     - 19980223 GOOD             NGS
 CP3174  HISTORY     - 20020723 GOOD             PYBURN
 CP3174  HISTORY     - 20020916 GOOD             PYBURN
 CP3174  HISTORY     - 20030802 GOOD             EMCINC
 CP3174
 CP3174                          STATION DESCRIPTION
 CP3174
 CP3174'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CP3174'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTH OF LAKE
 CP3174'PROVIDENCE, AT THE BYERLEY AIRPORT NEAR AN AIRPORT VASI.
 CP3174'OWNERSHIP--EAST CARRIKK PARISH, FOR ENTRANCE INTO THE AIRFIELD
 CP3174'CONTACT MR. STEVE GUENARD, TELEPHONE 318-559-2411 OR 559-0854.
 CP3174'
 CP3174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 CP3174'HIGHWAY 596 IN LAKE PROVIDENCE, GO WEST ON HIGHWAY 596 FOR 1.1 KM
 CP3174'(0.7 MI), THEN TURN LEFT ON A PAVED ROAD, ALLSON KNOW AS SCHNEIDER
 CP3174'LAND FOR 1.6 KM (1.0 MI) TO THE ENTRANCE TO THE AIRPORT. FROM THE
 CP3174'TERMINAL BUILDING, GO NORTH ALONG THE TAXIWAY BY THE HANGARS, FOR
 CP3174'0.2 KM (0.15 MI) TO AN EAST-WEST TAXIWAY LEADING TO THE RUNWAY AND
 CP3174'THE STATION ON THE LEFT.
 CP3174'
 CP3174'THE STATION IS A STANDARD NGS DISK
 CP3174'STAMPED---GUENARD 1986---,
 CP3174'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3174'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3174'28.3 METERS (93 FT) NORTH-NORTHWEST FROM THE NORTH END OF AN
 CP3174'AIRPORT VASI,
 CP3174'21.2 METERS (69.5 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 CP3174'15.5 METERS (51 FT) NORTH FROM THE CENTER OF THE TAXIWAY,
 CP3174'10.2 METERS (33.5 FT) WEST-NORTHWEST FROM A TAXIWAY LIGHT AND
 CP3174'0.3 METER (1 FT) EAST FROM A WITNESS POST.
 CP3174'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CP3174'STAMPED---GUENARD 1986---,
 CP3174'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CP3174'
 CP3174'DESCRIBED BY R. COPP, TYPED BY DEW.
 CP3174
 CP3174                          STATION RECOVERY (1986)
 CP3174
 CP3174'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3174'RECOVERED IN GOOD CONDITION.
 CP3174
 CP3174                          STATION RECOVERY (1987)
 CP3174
 CP3174'RECOVERED 1987
 CP3174'RECOVERED IN GOOD CONDITION.
 CP3174
 CP3174                          STATION RECOVERY (1990)
 CP3174
 CP3174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CP3174'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF LAKE
 CP3174'PROVIDENCE, NEAR THE NORTH EDGE OF A APRON AT THE BYERLEY AIRPORT.
 CP3174'OWNERSHIP--EAST CARROLL PARISH, AIRPORT MANAGER IS STEVE GUENARD.
 CP3174'TELEPHONE 318-559-2411 OR 559-0854.
 CP3174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 CP3174'HIGHWAY 596 IN LAKE PROVIDENCE, GO EASTERLY ALONG STATE HIGHWAY 596
 CP3174'FOR 1.1 KM (0.7 MI) TO A PAVED ROAD LEFT (SCHNEIDER LANE). TURN LEFT
 CP3174'AND GO NORTHERLY ALONG SCHNEIDER LANE FOR 1.6 KM (1.0 MI) TO THE
 CP3174'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY
 CP3174'ALONG THE ENTRANCE ROAD AND APRON PASSING THE OFFICE ON THE RIGHT FOR
 CP3174'0.24 KM (0.15 MI) TO A CONNECTOR AND THE STATION ON THE LEFT.
 CP3174'THE STATION IS 32.9 M (107.9 FT) WEST FROM THE RUNWAY CENTERLINE, 24.6
 CP3174'M (80.7 FT) SOUTHEAST FROM A FENCE CORNER POST AND 16.3 M (53.5 FT)
 CP3174'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE CONNECTOR.
 CP3174'DESCRIBED BY R.D.BALL.
 CP3174
 CP3174                          STATION RECOVERY (1991)
 CP3174
 CP3174'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CP3174'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF OAK GROVE, 2.0
 CP3174'MI (3.2 KM) WEST OF THE MISSISSIPPI RIVER AND 2.0 MI (3.2 KM) NORTH
 CP3174'OF LAKE PROVIDENCE, LOCATED AT THE BYERLEY AIRPORT.  OWNERSHIP--EAST
 CP3174'CARROLL PARISH, FOR ENTRANCE INTO THE AIRPORT CONTACT MR. STEVE
 CP3174'GUENARD, TELEPHONE 318-559-2411 OR 559-0854.
 CP3174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 CP3174'HIGHWAY 596 IN LAKE PROVIDENCE, GO NORTHWEST FOR 0.7 MI (1.1 KM) ON
 CP3174'HIGHWAY 596 TO THE JUNCTION WITH A PAVED ROAD (SCHNEIDER LANE), TURN
 CP3174'LEFT AND GO 1.0 MI (1.6 KM) ON THE PAVED ROAD TO THE ENTRANCE INTO
 CP3174'THE AIRPORT, THEN GO NORTH FOR 0.15 MI (0.24 KM) ALONG THE TAXIWAY BY
 CP3174'THE HANGERS TO WHERE THE TAXIWAY LEADS TO THE RUNWAY AND THE STATION
 CP3174'SET ON THE LEFT.
 CP3174'THE STATION IS 93.0 FT (28.3 M) NORTH-NORTHWEST FROM THE NORTH END OF
 CP3174'AN AIRPORT VASI, 69.5 FT (21.2 M) WEST FROM THE WEST EDGE OF THE
 CP3174'RUNWAY, 51.0 FT (15.5 M) NORTH FROM THE CENTER OF THE TAXIWAY RUNNING
 CP3174'EAST-WEST, 2.0 FT (0.6 M) SOUTH FROM A FIBERGLASS WITNESS POST, FLUSH
 CP3174'WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 CP3174
 CP3174                          STATION RECOVERY (1992)
 CP3174
 CP3174'RECOVERED 1992
 CP3174'RECOVERED IN GOOD CONDITION.
 CP3174
 CP3174                          STATION RECOVERY (1993)
 CP3174
 CP3174'RECOVERED 1993
 CP3174'RECOVERED IN GOOD CONDITION.
 CP3174
 CP3174                          STATION RECOVERY (1998)
 CP3174
 CP3174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CP3174'RECOVERED AS DESCRIBED.
 CP3174
 CP3174                          STATION RECOVERY (1998)
 CP3174
 CP3174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CP3174'RECOVERED AS DESCRIBED.
 CP3174
 CP3174                          STATION RECOVERY (2002)
 CP3174
 CP3174'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP3174'RECOVERED AS DESCRIBED
 CP3174'IPYBURN
 CP3174'
 CP3174
 CP3174                          STATION RECOVERY (2002)
 CP3174
 CP3174'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP3174'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003.THE STATION IS
 CP3174'LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF LAKEPROVIDENCE, NEAR THE
 CP3174'NORTH EDGE OF A APRON AT THE BYERLEY AIRPORT.OWNERSHIP--EAST CARROLL
 CP3174'PARISH, AIRPORT MANAGER IS STEVE GUENARD.TO REACH THE STATION FROM THE
 CP3174'JUNCTION OF U.S. HIGHWAY 65 AND STATEHIGHWAY 596 IN LAKE PROVIDENCE,
 CP3174'GO EASTERLY ALONG STATE HIGHWAY 596FOR 1.1 KM (0.7 MI) TO A PAVED ROAD
 CP3174'LEFT (SCHNEIDER LANE). TURN LEFTAND GO NORTHERLY ALONG SCHNEIDER LANE
 CP3174'FOR 1.6 KM (1.0 MI) TO THEAIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 CP3174'RIGHT AND GO NORTHERLYALONG THE ENTRANCE ROAD AND APRON PASSING THE
 CP3174'OFFICE ON THE RIGHT FOR0.24 KM (0.15 MI) TO A CONNECTOR AND THE
 CP3174'STATION ON THE LEFT.THE STATION IS 32.9 M (107.9 FT) WEST FROM THE
 CP3174'RUNWAY CENTERLINE, 24.6M (80.7 FT) SOUTHEAST FROM A FENCE CORNER POST
 CP3174'AND 16.3 M (53.5 FT)NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 CP3174'CONNECTOR.DESCRIBED BY R.D.BALL.
 CP3174' 
 CP3174'
 CP3174
 CP3174                          STATION RECOVERY (2003)
 CP3174
 CP3174'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 CP3174'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 CP3174'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3173 ***********************************************************************
 CP3173  DESIGNATION -  GUENARD AZ MK
 CP3173  PID         -  CP3173
 CP3173  STATE/COUNTY-  LA/EAST CARROLL
 CP3173  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3173
 CP3173                         *CURRENT SURVEY CONTROL
 CP3173  ___________________________________________________________________
 CP3173* NAD 83(1992)-  32 49 41.09143(N)    091 11 17.28268(W)     ADJUSTED  
 CP3173* NAVD 88     -        31.546  (meters)     103.50   (feet)  ADJUSTED  
 CP3173  ___________________________________________________________________
 CP3173  X           -    -111,241.907 (meters)                     COMP
 CP3173  Y           -  -5,363,686.005 (meters)                     COMP
 CP3173  Z           -   3,437,955.560 (meters)                     COMP
 CP3173  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CP3173  ELLIP HEIGHT-           5.24  (meters)          (01/02/04) GPS OBS
 CP3173  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP3173  DYNAMIC HT  -          31.512 (meters)     103.39  (feet)  COMP
 CP3173  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CP3173
 CP3173  HORZ ORDER  -  THIRD
 CP3173  VERT ORDER  -  SECOND    CLASS I
 CP3173  ELLP ORDER  -  FOURTH    CLASS I
 CP3173
 CP3173.This mark is at Byerley Airport (0M8)
 CP3173
 CP3173.The horizontal coordinates were established by GPS observations
 CP3173.and adjusted by the National Geodetic Survey in May 1994..
 CP3173
 CP3173.The orthometric height was determined by differential leveling
 CP3173.and adjusted by the National Geodetic Survey in July 1998..
 CP3173
 CP3173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3173
 CP3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3173
 CP3173.The ellipsoidal height was determined by GPS observations
 CP3173.and is referenced to NAD 83.
 CP3173
 CP3173.The geoid height was determined by GEOID03.
 CP3173
 CP3173.The dynamic height is computed by dividing the NAVD 88
 CP3173.geopotential number by the normal gravity value computed on the
 CP3173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3173.degrees latitude (g = 980.6199 gals.).
 CP3173
 CP3173.The modeled gravity was interpolated from observed gravity values.
 CP3173
 CP3173;                    North         East     Units Scale Factor Converg.
 CP3173;SPC LA N     -   258,881.616 1,122,837.311   MT  1.00004079   +0 41 36.9
 CP3173;SPC LA N     -   849,347.44  3,683,842.08   sFT  1.00004079   +0 41 36.9
 CP3173;SPC MS W     -   369,297.668   619,964.325   MT  1.00002896   -0 27 48.3
 CP3173;SPC MS W     - 1,211,604.10  2,033,999.62   sFT  1.00002896   -0 27 48.3
 CP3173;UTM  15      - 3,633,682.274   669,596.201   MT  0.99995467   +0 58 56.9
 CP3173
 CP3173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3173!SPC LA N     -   0.99999918  x   1.00004079  =   1.00003997
 CP3173!SPC MS W     -   0.99999918  x   1.00002896  =   1.00002814
 CP3173!UTM  15      -   0.99999918  x   0.99995467  =   0.99995385
 CP3173
 CP3173:                Primary Azimuth Mark                     Grid Az
 CP3173:SPC LA N     -  GUENARD                                  175 40 27.0
 CP3173:SPC MS W     -  GUENARD                                  176 49 52.2
 CP3173:UTM  15      -  GUENARD                                  175 23 07.0
 CP3173
 CP3173|---------------------------------------------------------------------|
 CP3173| PID    Reference Object                     Distance      Geod. Az  |
 CP3173|                                                           dddmmss.s |
 CP3173| CP3174 GUENARD                             483.508 METERS 1762203.9 |
 CP3173|---------------------------------------------------------------------|
 CP3173
 CP3173                          SUPERSEDED SURVEY CONTROL
 CP3173
 CP3173  ELLIP H (05/13/94)    5.30   (m)                       GP(       ) 4 1
 CP3173  NAD 83(1992)-  32 49 41.09149(N)    091 11 17.28259(W) AD(       ) 3
 CP3173  ELLIP H (01/21/93)    5.30   (m)                       GP(       ) 4 2
 CP3173  NAD 83(1986)-  32 49 41.10540(N)    091 11 17.27508(W) AD(       ) 3
 CP3173  NAD 27      -  32 49 40.64361(N)    091 11 16.87681(W) AD(       ) 3
 CP3173  NGVD 29 (11/20/87)   31.2    (m)          102.     (f) GPS OBS        
 CP3173
 CP3173.Superseded values are not recommended for survey control.
 CP3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3173.See file dsdata.txt to determine how the superseded data were derived.
 CP3173
 CP3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6959633682(NAD 83)
 CP3173_MARKER: DZ = AZIMUTH MARK DISK
 CP3173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3173_SP_SET: CONCRETE POST
 CP3173_STAMPING: GUENARD 1986
 CP3173_MARK LOGO: NGS   
 CP3173_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP3173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3173+STABILITY: SURFACE MOTION
 CP3173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3173+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1987
 CP3173
 CP3173  HISTORY     - Date     Condition        Report By
 CP3173  HISTORY     - 1986     MONUMENTED       LADTD
 CP3173  HISTORY     - 1986     GOOD             LADTD
 CP3173  HISTORY     - 19870430 GOOD
 CP3173
 CP3173                          STATION DESCRIPTION
 CP3173
 CP3173'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CP3173'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTH OF LAKE
 CP3173'PROVIDENCE, AT THE BYERLEY AIRPORT NEAR THE NORTH END OF THE RUNWAY.
 CP3173'OWNERSHIP--EAST CARROLL PARISH, FOR ENTRANCE INTO THE AIRFIELD
 CP3173'CONTACT MR. STEVE GUENARD, TELEPHONE 318-559-2411 OR 559-0854.
 CP3173'
 CP3173'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 CP3173'HIGHWAY 5966 IN LAKE PROFIDENCE, GO WEST ALONG HIGHWAY 596 FOR 1.1
 CP3173'KM (0.7 MI), THEN TURN LEFT ON A PAVED ROAD ALSO KNOWN AS SCHNEIDER
 CP3173'LANE FOR 1.6 KM (1.0 MI) TO THE ENTRANCE TO THE AIRPORT. FROM THE
 CP3173'TERMINAL BUILDING, GO NORTH ALONG THE TAXIWAY BY THE HANGARS, FOR
 CP3173'0.2 KM (0.15 MI) TO AN EAST-WEST TAXIWAY LEADING TO THE RUNWAY,
 CP3173'THEN LEFT, NORTH ALONG THE RUNWAY FOR 0.5 KM (0.3 MI) TO THE
 CP3173'STATION ON THE LEFT, NEAR AN AIRPORT WIND TEE.
 CP3173'
 CP3173'THE STATION IS A STANDARD NGS DISK
 CP3173'STAMPED---GUENARD 1986---,
 CP3173'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3173'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3173'31.7 METERS (104 FT) NORTH FROM THE CENTER OF THE TAXIWAY LEADING
 CP3173'TO A PARKING LOT,
 CP3173'17.5 METERS (57.5 FT) EAST FROM A CONCRETE FOUNDATION SUPPORTING A
 CP3173'WIND TEE,
 CP3173'9.3 METERS (30.5 FT) WEST FROM THE WEST EDGE OF THE RUNWAY AND
 CP3173'0.6 METER (2 FT) SOUTH FROM A WITNESS POST.
 CP3173'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CP3173'STAMPED---GUENARD 1986---,
 CP3173'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CP3173'
 CP3173'DESCRIBED BY R. COPP, TYPED BY DEW.
 CP3173
 CP3173                          STATION RECOVERY (1986)
 CP3173
 CP3173'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3173'3.3 KM (2.1 MI) NE FROM LAKE PROVIDENCE.
 CP3173'STATION IS 3.2 KM (2.0 MI) NORTH OF LAKE PROVIDENCE, AT THE BYERLEY
 CP3173'AIRPORT NEAR THE NORTH END OF THE RUNWAY.  OWNERSHIP--EAST CARROLL
 CP3173'PARISH, FOR ENTRANCE INTO THE AIRFIELD CONTACT MR. STEVE GUENARD,
 CP3173'TELEPHONE 318-559-2411 OR 559-0854.
 CP3173'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 CP3173'HIGHWAY 596 IN LAKE PROVIDENCE, GO WEST ALONG HIGHWAY 596 FOR 1.1 KM
 CP3173'(0.7 MI), THEN TURN LEFT ALONG A PAVED ROAD ALSO KNOWN AS SCHNEIDER
 CP3173'LANE FOR 1.6 KM (1.0 MI) TO THE ENTRANCE TO THE AIRPORT.  FROM THE
 CP3173'TERMINAL BUILDING, GO NORTH ALONG THE TAXIWAY BY THE HANGARS, FOR
 CP3173'0.2 KM (0.15 MI) TO AN EAST-WEST TAXIWAY LEADING TO THE RUNWAY, THEN
 CP3173'LEFT, NORTH ALONG THE RUNWAY FOR 0.5 KM (0.3 MI) TO THE STATION ON
 CP3173'THE LEFT, NEAR AN AIRPORT WIND TEE,  IN TOP OF A ROUND CONCRETE
 CP3173'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND,  31.7 METERS (104.0 FT)
 CP3173'NORTH OF THE CENTER OF THE TAXIWAY LEADING TO PARKING LOT, 17.5 M
 CP3173'(57.5 FT) EAST OF A CONCRETE FOUNDATION SUPPORTING A WIND TEE, 9.3 M
 CP3173'(30.5 FT) WEST OF THE WEST EDGE OF RUNWAY, AND 0.6 METER (2.0 FT)
 CP3173'SOUTH OF A WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS
 CP3173'DISK STAMPED ---GUENARD 1986---, IN AN IRREGULAR MASS OF CONCRETE
 CP3173'0.9 METER BELOW GROUND LEVEL.
 CP3173
 CP3173                          STATION RECOVERY (1987)
 CP3173
 CP3173'RECOVERED 1987
 CP3173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0795 ***********************************************************************
 BK0795  DESIGNATION -  GUEYDAN
 BK0795  PID         -  BK0795
 BK0795  STATE/COUNTY-  LA/VERMILION
 BK0795  USGS QUAD   -  GUEYDAN (1984)
 BK0795
 BK0795                         *CURRENT SURVEY CONTROL
 BK0795  ___________________________________________________________________
 BK0795* NAD 83(1992)-  30 01 43.82447(N)    092 30 49.20258(W)     ADJUSTED  
 BK0795* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BK0795  **This station is located in a subsidence area (see below).
 BK0795  ___________________________________________________________________
 BK0795  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK0795  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK0795  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 BK0795  MODELED GRAV-     979,300.6   (mgal)                       NAVD 88
 BK0795
 BK0795  HORZ ORDER  -  FIRST
 BK0795  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0795
 BK0795.The horizontal coordinates were established by classical geodetic methods
 BK0795.and adjusted by the National Geodetic Survey in January 1993..
 BK0795
 BK0795 ** The orthometric height has not been validated since last determined
 BK0795 ** by differential leveling and should not be used for control purposes.
 BK0795 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0795 ** area with valid NAVD 88 orthometric heights.
 BK0795 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0795 ** epoch indicated which incorporates improved geoid heights for the
 BK0795 ** Southern Louisiana Subsidence area.
 BK0795 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0795.The orthometric height was scaled from a topographic map.
 BK0795.The vertical order pertains to the NGVD 29 superseded value.
 BK0795
 BK0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0795
 BK0795.The geoid height was determined by GEOID03.
 BK0795
 BK0795.The dynamic height is computed by dividing the NAVD 88
 BK0795.geopotential number by the normal gravity value computed on the
 BK0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0795.degrees latitude (g = 980.6199 gals.).
 BK0795
 BK0795.The modeled gravity was interpolated from observed gravity values.
 BK0795
 BK0795;                    North         East     Units Scale Factor Converg.
 BK0795;SPC LA S     -   170,049.511   886,157.357   MT  0.99992586   -0 35 24.7
 BK0795;SPC LA S     -   557,904.10  2,907,334.60   sFT  0.99992586   -0 35 24.7
 BK0795;UTM  15      - 3,322,080.675   546,892.370   MT  0.99962713   +0 14 36.2
 BK0795
 BK0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0795!SPC LA S     -   1.00000393  x   0.99992586  =   0.99992979
 BK0795!UTM  15      -   1.00000393  x   0.99962713  =   0.99963106
 BK0795
 BK0795:                Primary Azimuth Mark                     Grid Az
 BK0795:SPC LA S     -  GUEYDAN RICE FARM HSE TANK               044 09 13.9
 BK0795:UTM  15      -  GUEYDAN RICE FARM HSE TANK               043 19 13.0
 BK0795
 BK0795|---------------------------------------------------------------------|
 BK0795| PID    Reference Object                     Distance      Geod. Az  |
 BK0795|                                                           dddmmss.s |
 BK0795| CW1449 GUEYDAN RICE FARM HSE TANK                         0433349.2 |
 BK0795| BK0296 VINCENT                             APPROX.17.9 KM 0974848.4 |
 BK0795| BK2804 KAPLAN MUNICIPAL TANK               APPROX.22.4 KM 0975329.4 |
 BK0795| BK2893 GUEYDAN CATHOLIC CH STEEPLE         APPROX. 0.9 KM 1034938.9 |
 BK0795| BK0794 GUEYDAN RM 3                         18.397 METERS 16619     |
 BK0795| BK2894 GUEYDAN MUNICIPAL TANK              169.329 METERS 16856     |
 BK0795| BK0793 GUEYDAN RM 1                         59.497 METERS 23930     |
 BK0795| BK0792 GUEYDAN RM 4                         31.672 METERS 26059     |
 BK0795| BK2895 LAKE ARTHUR POWER PLANT TANK        APPROX.16.5 KM 2900209.9 |
 BK0795| CW1448 GUEYDAN RM 2                                       35726     |
 BK0795|---------------------------------------------------------------------|
 BK0795
 BK0795                          SUPERSEDED SURVEY CONTROL
 BK0795
 BK0795  NAD 83(1986)-  30 01 43.84429(N)    092 30 49.19661(W) AD(       ) 1
 BK0795  NAD 27      -  30 01 43.10100(N)    092 30 48.70800(W) AD(       ) 1
 BK0795  NGVD 29 (??/??/??)    1.999  (m)            6.56   (f) ADJUSTED    1 2
 BK0795
 BK0795.Superseded values are not recommended for survey control.
 BK0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0795.See file dsdata.txt to determine how the superseded data were derived.
 BK0795
 BK0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4689222081(NAD 83)
 BK0795_MARKER: DS = TRIANGULATION STATION DISK
 BK0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0795_STAMPING: GUEYDAN 1931
 BK0795_MARK LOGO: CGS   
 BK0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0795+STABILITY: SURFACE MOTION
 BK0795
 BK0795  HISTORY     - Date     Condition        Report By
 BK0795  HISTORY     - 1931     MONUMENTED       CGS
 BK0795  HISTORY     - 1934     GOOD             CGS
 BK0795  HISTORY     - 1937     GOOD             LAGS
 BK0795  HISTORY     - 1941     GOOD             CGS
 BK0795  HISTORY     - 1963     GOOD             CGS
 BK0795  HISTORY     - 1964     GOOD             CGS
 BK0795  HISTORY     - 1965     GOOD             CGS
 BK0795  HISTORY     - 1965     GOOD             CGS
 BK0795  HISTORY     - 1982     GOOD             NGS
 BK0795
 BK0795                          STATION DESCRIPTION
 BK0795
 BK0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK0795'STATION IS IN THE TOWN OF GUEYDAN, IN THE SW CORNER OF CULTIVATED
 BK0795'FIELD OWNED BY A. KAPLAN OF KAPLAN, ABOUT 800 FEET N OF CITY WATER
 BK0795'TANK, 101 FEET E OF CENTER LINE OF GRAVEL HIGHWAY TO MORSE
 BK0795'(ROUTE 128), 200 FEET NE OF SAALS RICE WAREHOUSE, 236 FEET
 BK0795'E OF E RAIL OF NEW IBERIA-MIDLAND BRANCH OF THE SOUTHERN
 BK0795'PACIFIC, 39 FEET N OF CENTER LINE OF LITTLE-USED STREET,
 BK0795'75 FEET E OF SIDING TRACK, 14.80 FEET N OF WIRE FENCE, AND
 BK0795'36.5 FEET E OF GATE INTO FIELD.
 BK0795'
 BK0795'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK0795'DISKS SET IN CONCRETE.
 BK0795'
 BK0795'UPPER MARK IS 10 INCHES BELOW SURFACE.
 BK0795'
 BK0795'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND IS ON N SIDE OF
 BK0795'SAALS WAREHOUSE, BETWEEN THE BRANCH LINE TRACKS AND HIGHWAY,
 BK0795'92 FEET W OF CENTER LINE OF HIGHWAY, 37 FEET N OF NW CORNER
 BK0795'OF A GALVANIZED-IRON WAREHOUSE, 42.2 FEET E OF E RAIL OF
 BK0795'MAIN TRACKS, AND 3 FEET N OF A POWER LINE POLE, AND 195.2
 BK0795'FEET FROM STATION S 59 DEG 30 MIN W.
 BK0795'
 BK0795'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS ABOUT 0.6 MILE
 BK0795'N OF CITY WATER TANK, 32 FEET E OF CENTER LINE OF ROAD, 29
 BK0795'FEET S OF CENTER OF IRRIGATION DITCH, 3.5 FEET E OF FENCE
 BK0795'LINE, AND 0.5 MILE FROM STATION N 02 DEG 34 MIN W.
 BK0795'
 BK0795'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION--GUEYDAN,
 BK0795'MUNICIPAL TANK, 800 FEET,  S 11 DEG 04 MIN E.   FARMHOUSE
 BK0795'TANK, ABOUT 1 MILE, N 43 DEG 34 MIN E.
 BK0795
 BK0795                          STATION RECOVERY (1934)
 BK0795
 BK0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 BK0795'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 BK0795
 BK0795                          STATION RECOVERY (1937)
 BK0795
 BK0795'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK0795'STATION IS IN THE TOWN OF GUEYDAN IN THE SW CORNER OF CULTIVATED
 BK0795'FIELD OWNED BY A. KAPLAN, APPROXIMATELY 800 FEET N OF CITY
 BK0795'WATER TANK.  106.6 FEET E OF CENTER LINE OF HIGHWAY 128.
 BK0795'81.8 FEET E OF CENTER OF SOUTHERN PACIFIC RAILROAD SIDE
 BK0795'TRACK.  38.0 FEET E OF CENTER LINE OF N-S FENCE LINE.  38.9
 BK0795'FEET N OF CENTER LINE OF LITTLE-USED DIRT ROAD LEADING E.
 BK0795'14.6 FEET S OF E-W FENCE LINE.  59.0 FEET NW OF TELEPHONE
 BK0795'POLE 272.
 BK0795'
 BK0795'MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 BK0795'A STANDARD DISK STAMPED GUEYDAN 1931.
 BK0795
 BK0795                          STATION RECOVERY (1941)
 BK0795
 BK0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FEE)
 BK0795'LETTER OF MR. F.E. EVERETT, MANAGER, ACADIA-VERMILION RICE
 BK0795'IRRIGATION CO., INC., CROWLEY, LOUISIANA, DATED SEPT. 20,
 BK0795'1941--
 BK0795'
 BK0795'IT WAS NOT NECESSARY TO MOVE REFERENCE MARK GUEYDAN 2.  CARE
 BK0795'HAS BEEN EXERCISED TO PRESERVE IT.  THE DESCRIPTION SHOULD
 BK0795'READ--NO. 2 PROJECTS 4 INCHES.  IS ABOUT 0.6 MILE N OF CITY
 BK0795'WATER TANK, 32 FEET E OF CENTER LINE OF ROAD, 29 FEET S
 BK0795'OF CENTER OF IRRIGATION DITCH, 3.5 FEET E OF FENCE LINE,
 BK0795'20 FEET N OF CENTER OF PROTECTION LEVEE, AND 0.5 MILE FROM
 BK0795'STATION N 02 DEG 33 MIN W.
 BK0795
 BK0795                          STATION RECOVERY (1963)
 BK0795
 BK0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BK0795'THE STATION WAS VISITED 6-13-63 AND THE STATION MARK AND
 BK0795'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BK0795'MARK NO. 2 WAS NOT LOCATED AT THIS DATE AND IF IT WERE FOUND
 BK0795'WOULD HAVE BEEN OBSTRUCTED FROM THE STATION BY NEW BUILDING
 BK0795'ON LINE BETWEEN THE TWO MARKS.  REFERENCE MARK NO. 3 WAS
 BK0795'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BK0795'
 BK0795'THE STATION IS LOCATED IN THE NW SECTION OF THE TOWN OF
 BK0795'GUEYDAN, IN THE NE ANGLE OF THE INTERSECTION OF LOUISIANA
 BK0795'HIGHWAY NO. 128 AND WILKINSON STREET AND NORTH AND ACROSS
 BK0795'THE STREET FROM THE INTERNATIONAL HARVESTER BUILDING.  IT
 BK0795'IS 213.5 FEET EAST OF THE SOUTHERN PACIFIC TRACKS, 48 FEET
 BK0795'E. OF THE CENTER OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER
 BK0795'OF WILKINSON STREET, 92 FEET SE OF THE BOAT SPIKE DRIVEN
 BK0795'IN TELEPHONE POLE, 17.2 FEET NE OF A 60 D NAIL IN A POWER
 BK0795'POLE, 59.5 FEET NNW OF A 60 D NAIL IN A TELEPHONE POLE, AND
 BK0795'ABOUT 0.15 MILE NORTH OF THE CITY MUNICIPAL WATER TANK.  IT
 BK0795'IS A STANDARD DISK, STAMPED GUEYDAN 1931, ABOUT 10-INCHES
 BK0795'BELOW THE SURFACE OF THE GROUND.
 BK0795'
 BK0795'REFERENCE MARK NO. 1 IS 195.2 FEET SW OF THE STATION, 86
 BK0795'FEET S. OF THE SW CORNER OF A TIN SHED, 79 FEET NW OF THE
 BK0795'NW WALL OF A RICE SILO, 49 FEET SSW OF A BOAT SPIKE IN A
 BK0795'TELEPHONE POLE, 43.5 FEET E. OF THE E. RAIL OF THE TRACKS,
 BK0795'1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BK0795'STAMPED GUEYDAN NO 1 1931, 2 INCHES BELOW THE SURFACE OF
 BK0795'THE GROUND.
 BK0795'
 BK0795'REFERENCE MARK NO. 3 IS 60.35 FEET SSE OF THE STATION, 23
 BK0795'FEET S. OF WILKINSON STREET, 58 FEET E OF THE CENTER OF THE
 BK0795'HIGHWAY, 3 FEET E. OF A POWER POLE, 2.5 FEET W. OF A CITY
 BK0795'SERVICE SIGN, AND 55 FEET NW OF THE NW CORNER OF THE LARRY
 BK0795'PARROT INTERNATIONAL HARVESTER CO. BLDG.  IT IS A STANDARD
 BK0795'DISK, STAMPED GUEYDAN NO 3 1931, PROJECTING 4 INCHES.
 BK0795
 BK0795                          STATION RECOVERY (1964)
 BK0795
 BK0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 BK0795'THE STATION WAS VISITED 2-4-64 AND THE STATION MARK, REFERENCE
 BK0795'MARK NO. 1 AND NO. 3 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BK0795'MARK NO. 1 WAS DESTROYED AT THIS DATE AFTER REFERENCE MARK
 BK0795'NO. 4 WAS ESTABLISHED.  SINCE REFERENCE MARK NO. 1 WAS USED
 BK0795'AS A BENCH MARK THE ELEVATION WAS TRANSFERED TO THE STATION
 BK0795'MARK AND REFERENCE MARK NO. 3.  THE AZIMUTH MARK WAS NOT
 BK0795'FOUND AT THIS DATE, AND SHOULD IT HAD BEEN FOUND IT WOULD
 BK0795'HAVE BEEN OBSTRUCTED FROM THE STATION BY A NEW SUB-DIVISION
 BK0795'OF HOUSES.  A NEW DESCRIPTION FOLLOWS--
 BK0795'
 BK0795'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE TOWN
 BK0795'OF GUEYDAN, IN THE NE ANGLE OF THE INTERSECTION OF STATE
 BK0795'HIGHWAY 228 AND WILKINSON STREET, AND NORTH AND ACROSS THE
 BK0795'STREET FROM THE INTERNATIONAL HARVESTER BUILDING, 213.5 FEET
 BK0795'EAST OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 48 FEET EAST
 BK0795'OF THE CENTER OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER OF
 BK0795'WILKINSON STREET, 92 FEET SE OF A BOAT SPIKE DRIVEN IN A
 BK0795'TELEPHONE POLE, 17.2 FEET NE OF A 60D NAIL IN A POWER POLE, 5995
 BK0795'FEET NNW OF A 60 D NAIL IN A TELEPHONE POLE, AND ABOUT 0.1 5
 BK0795'MILE NORTH OF THE MUNICIPAL WATER TANK IT IS A STANDARD
 BK0795'DISK, STAMPED GUEYDAN 1931, ABOUT 10 INCHES BELOW THE
 BK0795'SURFACE OF THE GROUND.
 BK0795'
 BK0795'REFERENCE MARK NO. 3 IS 60.35 FEET SSE OF THE STATION, 23
 BK0795'FEET S. OF THE CENTERLINE OF WILKINSON STREET, 58 FEET E.
 BK0795'OF THE CENTER OF THE HIGHWAY 3 FEET EAST OF A POWER POLE,
 BK0795'2.5 FEET W. OF THE CITY SERVICE SIGN, AND 55 FEET NORTHWEST
 BK0795'OF THE NORTHWEST CORNER OF THE LARRY PARROT INTERNATIONAL
 BK0795'HARVESTER CO. BUILDING.  IT IS A STANDARD DISK, STAMPED
 BK0795'GUEYDAN NO 3 1931, PROJECTING 3 INCHES.
 BK0795'
 BK0795'REFERENCE MARK NO. 4 IS 103.91 FEET WSW OF THE STATION 56 FEET
 BK0795'W. OF THE CENTERLINE OF THE HIGHWAY (FIRST STREET), 21 FEET
 BK0795'NORTH OF THE PROJECTED CENTERLINE OF WILKINSON STREET, 2
 BK0795'FEET SOUTH OF THE SOUTHEAST CORNER OF THE TIN WELDING SHOP,
 BK0795'64 FEET SSW OF A 60 D NAIL IN A TELEPHONE POLE AND 1 FOOT
 BK0795'WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK0795'GUEYDAN NO 4 1931, PROJECTING 3 INCHES.
 BK0795
 BK0795                          STATION RECOVERY (1965)
 BK0795
 BK0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BK0795'THE STATION MARK, STAMPED GUEYDAN 1931, IS ABOUT 0.25 MILE
 BK0795'NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE RAILROAD
 BK0795'STATION AT GUEYDAN, IN FRACTIONAL SECTION 6, T 12 S, R 1 W,
 BK0795'AT THE INTERSECTION OF FIRST AND WILKINSON STREET, 213 FEET
 BK0795'EAST OF THE EAST RAIL OF THE MAIN TRACK, 48 FEET EAST OF
 BK0795'THE CENTER LINE OF FIRST STREET, 36 FEET NORTH OF THE CENTER
 BK0795'LINE OF WILKINSON STREET, 103 FEET EAST OF THE SOUTHEAST
 BK0795'CORNER OF DROST WELDING AND MACHINE SHOP BUILDING, 17-1/2
 BK0795'FEET NORTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE STREETS,
 BK0795'SET IN TOP OF A CONCRETE POST WHICH IS SET 10 INCHES BELOW
 BK0795'THE SURFACE OF THE GROUND.
 BK0795'
 BK0795'R.M. 3, STAMPED GUEYDAN NO 3 1931, IS 3 FEET EAST OF THE
 BK0795'EAST RAIL OF THE MAIN RAILROAD TRACK, 58 FEET EAST OF THE
 BK0795'CENTER LINE OF FIRST STREET, 60.3 FEET SOUTH-SOUTHEAST OF THE
 BK0795'CENTER OF THE DISK OF STATION GUEYDAN 1931, 55 FEET NORTHWEST
 BK0795'OF THE NORTHWEST CORNER OF THE INTERNATIONAL HARVESTER CO.
 BK0795'BUILDING, 23 FEET SOUTH OF THE CENTER LINE OF WILKINSON STREET,
 BK0795'3 FEET EAST OF A POWER POLE, 2-1/2 FEET WEST OF A SIGN BEARING
 BK0795'THE WORDS CITY SERVICE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BK0795'STREET, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BK0795'
 BK0795'R.M. 4, IS STAMPED GUEYDAN NO 4 1931, IS 109 FEET EAST OF
 BK0795'THE EAST RAIL OF THE MAIN RAILROAD, 104 FEET WEST OF STATION
 BK0795'GUEYDAN 1931, 56 FEET WEST OF THE CENTER LINE OF FIRST STREET,
 BK0795'20 FEET NORTH OF THE PROJECTED CENTER LINE OF WILKINSON
 BK0795'STREET, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 BK0795'LEVEL WITH THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE
 BK0795'RAILROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BK0795'INCHES.
 BK0795'
 BK0795'NOTE--REFERENCE MARK NUMBER 1 HAS BEEN DESTROYED.
 BK0795
 BK0795                          STATION RECOVERY (1965)
 BK0795
 BK0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BK0795'0.25 MI N FROM GUEYDAN.
 BK0795'ABOUT 0.25 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0795'STATION AT GUEYDAN, IN FRACTIONAL SECTION 6, T 12 S, R 1 W, 213 FEET
 BK0795'EAST OF THE EAST RAIL OF THE MAIN TRACK, AT THE INTERSECTION OF FIRST
 BK0795'AND WILKINSON STREETS, 48 FEET EAST OF THE CENTER LINE OF FIRST
 BK0795'STREET, 36 FEET NORTH OF THE CENTER LINE OF WILKINSON STREET, 103 FEET
 BK0795'EAST OF THE SOUTHEAST CORNER OF DROST WELDING AND MACHINE SHOP
 BK0795'BUILDING, 17 1/2 FEET NORTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE
 BK0795'STREETS, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES
 BK0795'BELOW THE SURFACE OF THE GROUND..
 BK0795
 BK0795                          STATION RECOVERY (1982)
 BK0795
 BK0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0795'RECOVERED IN GOOD CONDITION, CHANGE THE TO REACH TO READ--0.4 KM
 BK0795'(0.25 MILE) NORTH ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF STATE
 BK0795'HIGHWAY 14 EAST IN GUEYDAN, IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 BK0795'WILKINSON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2893 ***********************************************************************
 BK2893  DESIGNATION -  GUEYDAN CATHOLIC CH STEEPLE
 BK2893  PID         -  BK2893
 BK2893  STATE/COUNTY-  LA/VERMILION
 BK2893  USGS QUAD   -  GUEYDAN (1984)
 BK2893
 BK2893                         *CURRENT SURVEY CONTROL
 BK2893  ___________________________________________________________________
 BK2893* NAD 83(1992)-  30 01 36.94127(N)    092 30 17.06949(W)     ADJUSTED  
 BK2893* NAVD 88     -                                                        
 BK2893  **This station is located in a subsidence area (see below).
 BK2893  ___________________________________________________________________
 BK2893  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK2893  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK2893
 BK2893  HORZ ORDER  -  THIRD
 BK2893
 BK2893.The horizontal coordinates were established by classical geodetic methods
 BK2893.and adjusted by the National Geodetic Survey in January 1993..
 BK2893
 BK2893 ** The orthometric height has not been validated since last determined
 BK2893 ** by differential leveling and should not be used for control purposes.
 BK2893 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2893 ** area with valid NAVD 88 orthometric heights.
 BK2893 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2893 ** epoch indicated which incorporates improved geoid heights for the
 BK2893 ** Southern Louisiana Subsidence area.
 BK2893 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2893
 BK2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2893
 BK2893.The geoid height was determined by GEOID03.
 BK2893
 BK2893;                    North         East     Units Scale Factor Converg.
 BK2893;SPC LA S     -   169,828.753   887,016.055   MT  0.99992585   -0 35 08.6
 BK2893;SPC LA S     -   557,179.83  2,910,151.84   sFT  0.99992585   -0 35 08.6
 BK2893;UTM  15      - 3,321,872.494   547,753.932   MT  0.99962813   +0 14 52.2
 BK2893
 BK2893                          SUPERSEDED SURVEY CONTROL
 BK2893
 BK2893  NAD 83(1986)-  30 01 36.96136(N)    092 30 17.06499(W) AD(       ) 4
 BK2893  NAD 27      -  30 01 36.21369(N)    092 30 16.55508(W) AD(       ) 3
 BK2893
 BK2893.Superseded values are not recommended for survey control.
 BK2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2893.See file dsdata.txt to determine how the superseded data were derived.
 BK2893
 BK2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4775421872(NAD 83)
 BK2893_MARKER: 90 = CHURCH SPIRE
 BK2893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2893+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 BK2893
 BK2893  HISTORY     - Date     Condition        Report By
 BK2893  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2893  HISTORY     - 20050530 GOOD             USPSQD
 BK2893
 BK2893                          STATION DESCRIPTION
 BK2893
 BK2893'DESCRIBED BY US POWER SQUADRON 2005 (DH)
 BK2893'MARKER LOCATED IN THE NORTHWEST QUARTER OF THE INTERSECTION OF MAIN
 BK2893'AND EIGHTH STREETS.  CHURCHES NAME IS ST PETERS CATHOLIC CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2894 ***********************************************************************
 BK2894  DESIGNATION -  GUEYDAN MUNICIPAL TANK
 BK2894  PID         -  BK2894
 BK2894  STATE/COUNTY-  LA/VERMILION
 BK2894  USGS QUAD   -  GUEYDAN (1984)
 BK2894
 BK2894                         *CURRENT SURVEY CONTROL
 BK2894  ___________________________________________________________________
 BK2894* NAD 83(1992)-  30 01 38.42757(N)    092 30 47.99015(W)     ADJUSTED  
 BK2894* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BK2894  **This station is located in a subsidence area (see below).
 BK2894  ___________________________________________________________________
 BK2894  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK2894  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK2894
 BK2894  HORZ ORDER  -  THIRD
 BK2894
 BK2894.The horizontal coordinates were established by classical geodetic methods
 BK2894.and adjusted by the National Geodetic Survey in January 1993..
 BK2894
 BK2894 ** The orthometric height has not been validated since last determined
 BK2894 ** by differential leveling and should not be used for control purposes.
 BK2894 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2894 ** area with valid NAVD 88 orthometric heights.
 BK2894 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2894 ** epoch indicated which incorporates improved geoid heights for the
 BK2894 ** Southern Louisiana Subsidence area.
 BK2894 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2894.The orthometric height was scaled from a topographic map.
 BK2894
 BK2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2894
 BK2894.The geoid height was determined by GEOID03.
 BK2894
 BK2894;                    North         East     Units Scale Factor Converg.
 BK2894;SPC LA S     -   169,883.014   886,188.127   MT  0.99992585   -0 35 24.0
 BK2894;SPC LA S     -   557,357.86  2,907,435.55   sFT  0.99992585   -0 35 24.0
 BK2894;UTM  15      - 3,321,914.692   546,925.549   MT  0.99962717   +0 14 36.7
 BK2894
 BK2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2894!SPC LA S     -   1.00000408  x   0.99992585  =   0.99992993
 BK2894!UTM  15      -   1.00000408  x   0.99962717  =   0.99963125
 BK2894
 BK2894:                Primary Azimuth Mark                     Grid Az
 BK2894:SPC LA S     -  KAPLAN RICE CO TANK                      099 19 52.3
 BK2894:UTM  15      -  KAPLAN RICE CO TANK                      098 29 51.6
 BK2894
 BK2894|---------------------------------------------------------------------|
 BK2894| PID    Reference Object                     Distance      Geod. Az  |
 BK2894|                                                           dddmmss.s |
 BK2894| AV0666 KAPLAN RICE CO TANK                 APPROX.21.6 KM 0984428.3 |
 BK2894|---------------------------------------------------------------------|
 BK2894
 BK2894                          SUPERSEDED SURVEY CONTROL
 BK2894
 BK2894  NAD 83(1986)-  30 01 38.44742(N)    092 30 47.98425(W) AD(       ) 3
 BK2894  NAD 27      -  30 01 37.69624(N)    092 30 47.49305(W) AD(       ) 3
 BK2894
 BK2894.Superseded values are not recommended for survey control.
 BK2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2894.See file dsdata.txt to determine how the superseded data were derived.
 BK2894
 BK2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4692621915(NAD 83)
 BK2894_MARKER: 51 = TANK
 BK2894
 BK2894  HISTORY     - Date     Condition        Report By
 BK2894  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2894  HISTORY     - 20050530 MARK NOT FOUND   USPSQD
 BK2894
 BK2894                          STATION DESCRIPTION
 BK2894
 BK2894'DESCRIBED BY US POWER SQUADRON 2005 (DH)
 BK2894'LOCAL KNOWLEDGE SAID THE TANK HAD BEEN DISMANTLED AND MOVED TO THE
 BK2894'TOWN OF KAPLAN, LOUISIANA.  SOME OF THE CONCRETE FOUNDATIONS ARE STILL
 BK2894'VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3017 ***********************************************************************
 AU3017  DESIGNATION -  GUFFY
 AU3017  PID         -  AU3017
 AU3017  STATE/COUNTY-  LA/TERREBONNE
 AU3017  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AU3017
 AU3017                         *CURRENT SURVEY CONTROL
 AU3017  ___________________________________________________________________
 AU3017* NAD 83(1992)-  29 22 31.31282(N)    090 26 12.35597(W)     ADJUSTED  
 AU3017* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3017  **This station is located in a subsidence area (see below).
 AU3017  ___________________________________________________________________
 AU3017  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AU3017  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AU3017
 AU3017  HORZ ORDER  -  SECOND
 AU3017
 AU3017.The horizontal coordinates were established by classical geodetic methods
 AU3017.and adjusted by the National Geodetic Survey in January 1993..
 AU3017
 AU3017 ** The orthometric height has not been validated since last determined
 AU3017 ** by differential leveling and should not be used for control purposes.
 AU3017 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3017 ** area with valid NAVD 88 orthometric heights.
 AU3017 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3017 ** epoch indicated which incorporates improved geoid heights for the
 AU3017 ** Southern Louisiana Subsidence area.
 AU3017 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3017.The orthometric height was scaled from a topographic map.
 AU3017
 AU3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3017
 AU3017.The geoid height was determined by GEOID03.
 AU3017
 AU3017;                    North         East     Units Scale Factor Converg.
 AU3017;SPC LA S     -    97,371.624 1,087,040.892   MT  0.99998490   +0 26 53.9
 AU3017;SPC LA S     -   319,460.07  3,566,399.99   sFT  0.99998490   +0 26 53.9
 AU3017;UTM  15      - 3,252,305.000   748,794.898   MT  1.00036385   +1 15 28.8
 AU3017
 AU3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3017!SPC LA S     -   1.00000388  x   0.99998490  =   0.99998878
 AU3017!UTM  15      -   1.00000388  x   1.00036385  =   1.00036773
 AU3017
 AU3017|---------------------------------------------------------------------|
 AU3017| PID    Reference Object                     Distance      Geod. Az  |
 AU3017|                                                           dddmmss.s |
 AU3017| AU3018 GUFFY 2                              29.355 METERS 06703     |
 AU3017| DD7175 GUFFY RM 1                           12.935 METERS 06703     |
 AU3017| DD7176 GUFFY RM 2                           13.988 METERS 14959     |
 AU3017| AU3023 BARRE                               APPROX. 9.6 KM 2735113.9 |
 AU3017| AU3020 MONTEGUT WATER TANK                 APPROX.16.4 KM 3142658.0 |
 AU3017|---------------------------------------------------------------------|
 AU3017
 AU3017                          SUPERSEDED SURVEY CONTROL
 AU3017
 AU3017  NAD 83(1986)-  29 22 31.32952(N)    090 26 12.36493(W) AD(       ) 2
 AU3017  NAD 27      -  29 22 30.52600(N)    090 26 12.05900(W) AD(       ) 2
 AU3017
 AU3017.Superseded values are not recommended for survey control.
 AU3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3017.See file dsdata.txt to determine how the superseded data were derived.
 AU3017
 AU3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4879552305(NAD 83)
 AU3017_MARKER: DS = TRIANGULATION STATION DISK
 AU3017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3017_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3017
 AU3017  HISTORY     - Date     Condition        Report By
 AU3017  HISTORY     - 1934     MONUMENTED       CGS
 AU3017  HISTORY     - 1952     GOOD             CGS
 AU3017  HISTORY     - 1965     GOOD             CGS
 AU3017
 AU3017                          STATION DESCRIPTION
 AU3017
 AU3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3017'STATION IS ON THE E BANK OF A BAYOU KNOWN LOCALLY AS BAYOU
 AU3017'JEAN LA CREUX OR BAYOU PLEURESY, ABOUT 2.1 MILES N OF ITS
 AU3017'JUNCTION WITH LAKE CHIEN, 17 METERS (55 FEET) NE OF THIS
 AU3017'BAYOU AND 21 METERS (70 FEET) S OF A PIROGUE CANAL (BAYOU
 AU3017'GUFFY) WHICH LEADS TO A SMALL LAKE TO TO THE EASTWARD.
 AU3017'
 AU3017'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3017'IN THE TOP OF A TILE.
 AU3017'
 AU3017'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3017'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU3017'DRIVEN INTO THE MARSH, IS 21 METERS (70 FEET) S OF THE CANAL
 AU3017'AND 12.935 METERS (42.44 FEET) FROM THE STATION
 AU3017'N 67 DEG 03 MIN E.
 AU3017'
 AU3017'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU3017'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3017'PILE DRIVEN INTO THE MARSH, IS 14 METERS (45 FEET) NE OF
 AU3017'THE BAYOU AND 13.988 METERS (45.89 FEET) FROM THE STATION
 AU3017'S 30 DEG 01 MIN E.
 AU3017
 AU3017                          STATION RECOVERY (1952)
 AU3017
 AU3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3017'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3017'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3017'
 AU3017'STATION IS LOCATED AT E POINT OF THE CONFLUENCE OF BAYOU
 AU3017'JEAN LA CROIX AND A SHORT BAYOU LEADING NE, AND 2 FT. W OF
 AU3017'A 4- BY 4-IN. WOODEN WITNESS POST.  THE APPARENT SHORELINE
 AU3017'AT BAYOU JEAN LA CROIX IS 28 FT. S 47 DEG W,
 AU3017'AND AT THE SHORT BAYOU IT IS 66 FT. N 34 DEG W.
 AU3017'IT IS A STANDARD DISK, STAMPED GUFFY 1934 AND SET IN
 AU3017'THE TOP OF A CONCRETE MONUMENT 1 IN. UNDER GROUND.  AT THE
 AU3017'TIME THAT THE STATION WAS VISITED, THERE WAS A
 AU3017'SUBSTATIAL 20-FT.  WOODEN TOWER IN PLACE OVER THE STATION.
 AU3017'
 AU3017'REFERENCE MARK 1 IS 12.935 M. (42.44 FT.) FROM THE STATION
 AU3017'N 67 DEG 03 MIN E (ACCORDING TO THE ORIGINAL DESCRIPTION),
 AU3017'AND 67 FT. SE OF THE APPARENT SHORELINE AT THE SHORT BAYOU.
 AU3017'IT IS A STANDARD DISK, STAMPED GUFFY 1934 NO 1 AND SET IN A MASS
 AU3017'OF CONCRETE 2 IN. UNDER GROUND.
 AU3017'
 AU3017'REFERENCE MARK 2 IS 13.988 M. (45.89 FT.) FROM THE STATION
 AU3017'S 30 DEG 01 MIN E (ACCORDING TO THE ORIGINAL DESCRIPTION),
 AU3017'AND 19 FT. NE OF THE APPARENT SHORELINE OF BAYOU JEAN LA
 AU3017'CROIX.  IT IS A STANDARD DISK, STAMPED GUFFY 1934 NO 2 AND
 AU3017'SET IN A MASS OF CONCRETE 6 IN. UNDER GROUND.
 AU3017'
 AU3017'TO REACH THE STATION FROM THE END OF THE ROAD AT THE CONFLUENCE
 AU3017'OF BAYOU POINTE AU CHIEN AND CUT OFF CANAL, GO S ON CUT
 AU3017'OFF CANAL TO BAYOU JEAN LA CROIX, GO SE ON BAYOU JEAN LA CROIX FOR
 AU3017'ABOUT 2 MI. TO A SHORT BAYOU LEADING NE TO A SMALL LAKE (ABOUT
 AU3017'1000 FT. SE OF THE DREDGED CANAL ON THE SW SIDE OF BAYOU JEAN LA
 AU3017'CROIX) AND THE STATION.
 AU3017
 AU3017                          STATION RECOVERY (1965)
 AU3017
 AU3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU3017'THE STATION WAS VISITED 3-22-65 AND STATION MARK AND R.M.
 AU3017'NO. 1 WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS FOUND
 AU3017'ABOUT 4 FEET OUT IN THE BAYOU AND LOOSE IN THE GROUND.
 AU3017'
 AU3017'THE STATION MARK WAS MOVED AT THIS DATE DUE TO ERROSION
 AU3017'OF THE CANAL BANK.  THIS WAS DONE BY ESTABLISHING A NEW STATION
 AU3017'GUFFY 2 1965 IN LINE WITH AND AWAY FROM (ENE) R.M. NO. 1,
 AU3017'A DISTANCE OF 29.355 METERS FROM THE STATION AND 16.401 METERS
 AU3017'(TRAVERSED) FROM R.M. NO. 1.
 AU3017'
 AU3017'A NEW R.M. NO. 3 WAS ESTABLISHED FOR THIS STATION.
 AU3017'
 AU3017'THE STATION AND R.M. NO. 2 WERE LEFT INTACT BUT WILL BE
 AU3017'DESTROYED IN VERY NEAR FUTURE BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3018 ***********************************************************************
 AU3018  DESIGNATION -  GUFFY 2
 AU3018  PID         -  AU3018
 AU3018  STATE/COUNTY-  LA/TERREBONNE
 AU3018  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AU3018
 AU3018                         *CURRENT SURVEY CONTROL
 AU3018  ___________________________________________________________________
 AU3018* NAD 83(1992)-  29 22 31.68459(N)    090 26 11.35362(W)     ADJUSTED  
 AU3018* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3018  **This station is located in a subsidence area (see below).
 AU3018  ___________________________________________________________________
 AU3018  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AU3018  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AU3018
 AU3018  HORZ ORDER  -  THIRD
 AU3018
 AU3018.The horizontal coordinates were established by classical geodetic methods
 AU3018.and adjusted by the National Geodetic Survey in January 1993..
 AU3018.No horizontal observational check was made to the station.
 AU3018
 AU3018 ** The orthometric height has not been validated since last determined
 AU3018 ** by differential leveling and should not be used for control purposes.
 AU3018 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3018 ** area with valid NAVD 88 orthometric heights.
 AU3018 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3018 ** epoch indicated which incorporates improved geoid heights for the
 AU3018 ** Southern Louisiana Subsidence area.
 AU3018 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3018.The orthometric height was scaled from a topographic map.
 AU3018
 AU3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3018
 AU3018.The geoid height was determined by GEOID03.
 AU3018
 AU3018;                    North         East     Units Scale Factor Converg.
 AU3018;SPC LA S     -    97,383.281 1,087,067.832   MT  0.99998488   +0 26 54.4
 AU3018;SPC LA S     -   319,498.31  3,566,488.38   sFT  0.99998488   +0 26 54.4
 AU3018;UTM  15      - 3,252,317.042   748,821.682   MT  1.00036402   +1 15 29.3
 AU3018
 AU3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3018!SPC LA S     -   1.00000388  x   0.99998488  =   0.99998876
 AU3018!UTM  15      -   1.00000388  x   1.00036402  =   1.00036790
 AU3018
 AU3018|---------------------------------------------------------------------|
 AU3018| PID    Reference Object                     Distance      Geod. Az  |
 AU3018|                                                           dddmmss.s |
 AU3018| DD7177 GUFFY 2 RM 3                                       14118     |
 AU3018| AU3017 GUFFY                                29.355 METERS 24703     |
 AU3018| DD7175 GUFFY RM 1                                         24703     |
 AU3018|---------------------------------------------------------------------|
 AU3018
 AU3018                          SUPERSEDED SURVEY CONTROL
 AU3018
 AU3018  NAD 83(1986)-  29 22 31.70129(N)    090 26 11.36258(W) AD(       ) 3
 AU3018  NAD 27      -  29 22 30.89800(N)    090 26 11.05700(W) AD(       ) 3
 AU3018
 AU3018.Superseded values are not recommended for survey control.
 AU3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3018.See file dsdata.txt to determine how the superseded data were derived.
 AU3018
 AU3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4882252317(NAD 83)
 AU3018_MARKER: DS = TRIANGULATION STATION DISK
 AU3018_SETTING: 0 = UNSPECIFIED SETTING
 AU3018
 AU3018  HISTORY     - Date     Condition        Report By
 AU3018  HISTORY     - 1965     MONUMENTED       CGS
 AU3018  HISTORY     - 1965     GOOD             CGS
 AU3018
 AU3018                          STATION DESCRIPTION
 AU3018
 AU3018'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU3018'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE SSE OF THE
 AU3018'CONFLUENCE OF BAYOU POINTE AU CHIEN AND CUT OFF CANAL AT
 AU3018'THE CONFLUENCE OF BAYOU JEAN LACROIX AND A SHORT BAYOU LEADING
 AU3018'NE TO A LAKE, APPROXIMATELY 64 FT SOUTH OF THE BAYOU LEADING
 AU3018'NE, 100 FT ENE OF THE EAST BANK OF BAYOU JEAN LA CROIX, 1
 AU3018'FOOT NE OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 AU3018'CLAMPED ON TOP OF A 12 FOOT SECTION OF COPPER WELD ROD DRIVEN
 AU3018'IN THE GROUND WITH THE TOP TWO FEET CASED WITH A 4 INCH TERRA
 AU3018'COTTA PIPE FILLED WITH CONCRETE PROJECTING 6 INCHES.  THE
 AU3018'DISK IS STAMPED GUFFY 2 1965.  NO UNDERGROUND DISK WAS
 AU3018'ESTABLISHED.
 AU3018'
 AU3018'REFERENCE MARK NO. 1 IS 53.81 FT. WSW OF THE STATION, 65 FT.
 AU3018'S OF THE SOUTH BANK OF THE BAYOU LEADING NE, 45 FT E OF EAST
 AU3018'BANK OF BAYOU JEAN LA CROIX.  IT IS A STANDARD DISK STAMPED
 AU3018'GUFFY NO. 1 1934 SET IN THE TOP OF A MASS OF CONCRETE FASTEN
 AU3018'TO THE TOP OF A LONG PILE DRIVEN IN THE MARSH.
 AU3018'
 AU3018'REFERENCE NO. 3 IS 81.08 FT SE OF THE STATION, 112 FT S OF
 AU3018'SOUTH BANK OF BAYOU LEADING NE, 108 FT E OF EAST BANK OF
 AU3018'BAYOU JEAN LACROIX.  IT IS A STANDARD DISK CLAMPED TO TOP
 AU3018'OF A 12 FOOT SECTION OF COPPER WELD ROD, THE TOP TWO FEET
 AU3018'WHICH IS ENCASED IN A TERRA COTTA PIPE, PROJECTING 6 INCHES.
 AU3018'THE DISK IS STAMPED GUFFY 2 1965.  THE DISTANCE BETWEEN
 AU3018'R.M. NO. 1 AND R.M. NO. 3 IS 8108 FT.
 AU3018'
 AU3018'TO REACH THE STATION FROM THE END OF THE ROAD AT THE CONFLUENCE
 AU3018'OF BAYOU POINTE AU CHIEN AND CUT OFF CANAL, GO SOUTH ON
 AU3018'CUT OFF CANAL 1.5 MILE TO BAYOU JEAN LACROIX, GO SOUTHEAST
 AU3018'ON BAYOU JEAN LACROIX FOR 1.6 MILE TO THE STATION ON THE
 AU3018'LEFT.  THIS IS ABOUT 1000 FT SE OF A DREDGED CANAL ON THE
 AU3018'SOUTHWEST SIDE OF BAYOU JEAN LACROIX.
 AU3018
 AU3018                          STATION RECOVERY (1965)
 AU3018
 AU3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3018'THE STATION WAS RECOVERED IN FAIR CONDITION, SET IN A 7
 AU3018'INCH TILE, FILLED WITH CONCRETE.  IT IS 1 FOOT NORTHWEST
 AU3018'OF A 1-1/4 INCH PIPE WITNESS POST.
 AU3018'
 AU3018'REFERENCE MARK 3 1965 IS ABOUT 50 FEET SOUTH-SOUTHEAST OF
 AU3018'THE STATION AND IS ABOUT 2 FEET FROM THE WATERS EDGE, IN
 AU3018'VERY WET AND MARSHEY GROUND.
 AU3018'
 AU3018'THE OLD REFERENCE MARKS ARE UNDER WATER.
 AU3018'
 AU3018'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0583 ***********************************************************************
 BK0583  DESIGNATION -  GUIDRY
 BK0583  PID         -  BK0583
 BK0583  STATE/COUNTY-  LA/ST LANDRY
 BK0583  USGS QUAD   -  CHURCH POINT (1983)
 BK0583
 BK0583                         *CURRENT SURVEY CONTROL
 BK0583  ___________________________________________________________________
 BK0583* NAD 83(1992)-  30 28 18.22014(N)    092 11 41.50121(W)     ADJUSTED  
 BK0583* NAVD 88     -        16.93   (+/-2cm)      55.5    (feet)  VERTCON   
 BK0583  ___________________________________________________________________
 BK0583  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK0583  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK0583
 BK0583  HORZ ORDER  -  SECOND
 BK0583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0583
 BK0583.The horizontal coordinates were established by classical geodetic methods
 BK0583.and adjusted by the National Geodetic Survey in January 1993..
 BK0583
 BK0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0583.The vertical order pertains to the NGVD 29 superseded value.
 BK0583
 BK0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0583
 BK0583.The geoid height was determined by GEOID03.
 BK0583
 BK0583;                    North         East     Units Scale Factor Converg.
 BK0583;SPC LA S     -   218,868.162   917,274.454   MT  0.99995940   -0 25 50.8
 BK0583;SPC LA S     -   718,069.96  3,009,424.60   sFT  0.99995940   -0 25 50.8
 BK0583;UTM  15      - 3,371,333.879   577,285.101   MT  0.99967368   +0 24 29.9
 BK0583
 BK0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0583!SPC LA S     -   1.00000165  x   0.99995940  =   0.99996105
 BK0583!UTM  15      -   1.00000165  x   0.99967368  =   0.99967533
 BK0583
 BK0583:                Primary Azimuth Mark                     Grid Az
 BK0583:SPC LA S     -  GUIDRY AZ MK                             015 40 15.4
 BK0583:UTM  15      -  GUIDRY AZ MK                             014 49 54.7
 BK0583
 BK0583|---------------------------------------------------------------------|
 BK0583| PID    Reference Object                     Distance      Geod. Az  |
 BK0583|                                                           dddmmss.s |
 BK0583| CW1450 GUIDRY AZ MK                                       0151424.6 |
 BK0583| BK2694 OPELOUSAS HUMBLE KKA 399 MAST       APPROX. 8.5 KM 0723435.2 |
 BK0583| CW1451 GUIDRY RM 1                          17.811 METERS 09818     |
 BK0583| BK2728 GUIDRY LDH 1969 RM 2                 11.278 METERS 30157     |
 BK0583|---------------------------------------------------------------------|
 BK0583
 BK0583                          SUPERSEDED SURVEY CONTROL
 BK0583
 BK0583  NAD 83(1986)-  30 28 18.24015(N)    092 11 41.49556(W) AD(       ) 2
 BK0583  NAD 27      -  30 28 17.52428(N)    092 11 41.04578(W) AD(       ) 2
 BK0583  NGVD 29 (??/??/??)   16.889  (m)           55.41   (f) ADJUSTED    2 0
 BK0583
 BK0583.Superseded values are not recommended for survey control.
 BK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0583.See file dsdata.txt to determine how the superseded data were derived.
 BK0583
 BK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7728571334(NAD 83)
 BK0583_MARKER: DS = TRIANGULATION STATION DISK
 BK0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0583_STAMPING: GUIDRY 1969
 BK0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0583+STABILITY: SURFACE MOTION
 BK0583
 BK0583  HISTORY     - Date     Condition        Report By
 BK0583  HISTORY     - 1969     MONUMENTED       LADH
 BK0583  HISTORY     - 1972     GOOD             LADH
 BK0583  HISTORY     - 1973     GOOD             LADTD
 BK0583
 BK0583                          STATION DESCRIPTION
 BK0583
 BK0583'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK0583'THE STATION IS LOCATED 3.18 MILES SOUTH OF JUNCTION US HIGHWAY 190
 BK0583'AND STATE HIGHWAY 35 IN LAWTELL, AND 0.55 MILE NORTH OF THE JUNCTION
 BK0583'OF STATE HIGHWAY 35 AND STATE HIGHWAY 358 ON PROPERTY OWNED BY MR.
 BK0583'GUIDRY.  IT IS 48.55 FEET WEST-NORTHWEST OF A METAL WITNESS POST
 BK0583'AND SIGN, 47.20 FEET WEST-NORTHWEST OF A FENCE CORNER, 1.90 FEET
 BK0583'NORTH-NORTHEAST OF A FENCE, 62.70 FEET WEST-SOUTHWEST OF A
 BK0583'GAS LINE MARKER, AND 79.0 FEET NORTHWEST OF THE CENTERLINE OF
 BK0583'STATE HIGHWAY 35.  STATION IS SET IN THE SOUTHWEST CORNER OF MR.
 BK0583'GUIDRYS FRONT LAWN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK0583'COAST AND GEODETIC SURVEY DISK STAMPED GUIDRY 1969 AND IS FLUSH
 BK0583'WITH THE GROUND.
 BK0583'
 BK0583'REFERENCE MARK NO. 1 IS 58.44 FEET SOUTHEAST OF THE STATION.  IT IS
 BK0583'1.20 FEET EAST-SOUTHEAST OF A FENCE, 25.50 FEET NORTH-NORTHEAST OF
 BK0583'A METAL WITNESS POST AND SIGN, 25.20 FEET NORTH-NORTHEAST OF A
 BK0583'FENCE CORNER, 37.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF STATE
 BK0583'HIGHWAY 35, AND 8.90 FEET SOUTHWEST OF A GAS LINE MARKER.
 BK0583'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BK0583'SURVEY DISK, STAMPED R. M. NO. 1 GUIDRY 1969 AND IS FLUSH WITH THE
 BK0583'GROUND.
 BK0583'
 BK0583'REFERENCE MARK NO. 2 IS 37.01 FEET WEST OF THE STATION.  IT IS
 BK0583'85.50 FEET WEST-NORTHWEST OF A METAL WITNESS POST, 84.0 FEET
 BK0583'WEST-NORTHWEST OF A FENCE CORNER, 2.00 FEET NORTH-NORTHEAST OF A
 BK0583'FENCE, 96.0 FEET WEST-SOUTHWEST OF A GAS LINE MARKER, AND 116.0
 BK0583'FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 35.  IT IS A
 BK0583'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BK0583'DISK STAMPED R. M. NO. 2 GUIDRY 1969 AND IS FLUSH WITH THE
 BK0583'GROUND.
 BK0583'
 BK0583'THE AZIMUTH MARK IS 0.71 MILE NORTH-NORTHEAST OF THE STATION.  IT
 BK0583'IS 1.80 FEET WEST OF A METAL WITNESS POST AND SIGN, 1.40 FEET NORTH
 BK0583'OF A FENCE, 26.30 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 35, AND
 BK0583'69.0 FEET SOUTHWEST OF THE CENTER OF A DRIVE TO A HOUSE.  IT IS A
 BK0583'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BK0583'DISK, STAMPED AZ. MK. GUIDRY 1969, PROJECTING 3 INCHES.
 BK0583'
 BK0583'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON STATE
 BK0583'HIGHWAY 35 FOR 0.71 MILE TO A MARK SET NEAR A FENCE.
 BK0583'
 BK0583'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 190 AND
 BK0583'STATE HIGHWAY 35 IN LAWTELL, FOLLOW STATE HIGHWAY 35 SOUTH FOR 3.18
 BK0583'MILES TO STATION SET NEAR A FENCE IN FRONT OF A BRICK HOME OWNED BY
 BK0583'A MR. GUIDRY.  A PIPELINE CROSSING RUNNING NORTHWEST IS NEARBY.
 BK0583
 BK0583                          STATION RECOVERY (1972)
 BK0583
 BK0583'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 BK0583'ABOUT 3.8 MILES SOUTHEAST OF THE HIGH SCHOOL IN LAWTELL ALONG
 BK0583'HIGHWAY LA. 35, 80 FEET WEST OF CENTERLINE OF HIGHWAY, 167.3 FEET
 BK0583'NORTHWEST OF NORTHWEST CORNER OF SHED ADJACENT TO BARN, 62.5 FEET
 BK0583'SOUTHWEST OF HIGH PRESSURE GAS LINE BREATHER, 1.5 FEET WEST OF
 BK0583'METAL WITNESS POST.  BRONZE DISC SET IN CONCRETE MONUMENT SET FLUSH
 BK0583'WITH GROUND.  ATTEMPT MADE TO FIND REFERENCE MARKS, NONE WERE
 BK0583'FOUND.
 BK0583'
 BK0583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES
 BK0583'SOUTHEAST.
 BK0583
 BK0583                          STATION RECOVERY (1973)
 BK0583
 BK0583'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0583'3.8 MI SE FROM LAWTELL.
 BK0583'ABOUT 3.8 MILES SOUTHEAST OF THE HIGH SCHOOL IN LAWTELL ALONG HIGHWAY
 BK0583'LA. 35, 80 FEET WEST OF CENTERLINE OF HIGHWAY, 167.3 FEET NORTHWEST OF
 BK0583'NORTHWEST CORNER OF SHED ADJACENT TO BARN, 62.5 FEET SOUTHWEST OF HIGH
 BK0583'PRESSURE GAS LINE BREATHER, 1.5 FEET WEST OF METAL WITNESS POST.
 BK0583'BRONZE DISC SET IN CONCRETE MONUMENT SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2659 ***********************************************************************
 BK2659  DESIGNATION -  GUILLORY
 BK2659  PID         -  BK2659
 BK2659  STATE/COUNTY-  LA/EVANGELINE
 BK2659  USGS QUAD   -  EUNICE NORTH (1983)
 BK2659
 BK2659                         *CURRENT SURVEY CONTROL
 BK2659  ___________________________________________________________________
 BK2659* NAD 83(1992)-  30 36 31.52200(N)    092 23 23.06157(W)     ADJUSTED  
 BK2659* NAVD 88     -        18.82   (+/-2cm)      61.7    (feet)  VERTCON   
 BK2659  ___________________________________________________________________
 BK2659  X           -    -229,090.017 (meters)                     COMP
 BK2659  Y           -  -5,489,418.321 (meters)                     COMP
 BK2659  Z           -   3,228,632.799 (meters)                     COMP
 BK2659  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2659  ELLIP HEIGHT-          -8.86  (meters)          (01/02/04) GPS OBS
 BK2659  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2659
 BK2659  HORZ ORDER  -  FIRST
 BK2659  VERT ORDER  -  THIRD ? (See Below)
 BK2659  ELLP ORDER  -  FOURTH    CLASS II
 BK2659
 BK2659.The horizontal coordinates were established by classical geodetic methods
 BK2659.and adjusted by the National Geodetic Survey in January 1993..
 BK2659
 BK2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2659.The vertical order pertains to the NGVD 29 superseded value.
 BK2659
 BK2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2659
 BK2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2659
 BK2659.The ellipsoidal height was determined by GPS observations
 BK2659.and is referenced to NAD 83.
 BK2659
 BK2659.The geoid height was determined by GEOID03.
 BK2659
 BK2659;                    North         East     Units Scale Factor Converg.
 BK2659;SPC LA S     -   234,214.839   898,702.439   MT  0.99998186   -0 31 41.6
 BK2659;SPC LA S     -   768,419.85  2,948,492.92   sFT  0.99998186   -0 31 41.6
 BK2659;UTM  15      - 3,386,402.219   558,496.217   MT  0.99964221   +0 18 38.7
 BK2659
 BK2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2659!SPC LA S     -   1.00000139  x   0.99998186  =   0.99998325
 BK2659!UTM  15      -   1.00000139  x   0.99964221  =   0.99964360
 BK2659
 BK2659|---------------------------------------------------------------------|
 BK2659| PID    Reference Object                     Distance      Geod. Az  |
 BK2659|                                                           dddmmss.s |
 BK2659| CW1459 GUILLORY RM 6                        31.117 METERS 00029     |
 BK2659| CW1454 GUILLORY RM 1                        56.160 METERS 01332     |
 BK2659| BK2643 VILLE PLATTE WATER TANK             APPROX.14.0 KM 0515229.3 |
 BK2659| CW1455 GUILLORY RM 2                        40.566 METERS 08509     |
 BK2659| BK2660 GUILLORY RM 7                        15.374 METERS 08807     |
 BK2659| CW1452 GUILLORY AZ MK                                     1823232.7 |
 BK2659| CW1453 GUILLORY AZ MK RESET                               1831156.0 |
 BK2659| BK2845 EUNICE GULF PUBLIC SERV CO TK       APPROX.12.8 KM 1901505.4 |
 BK2659| CW1457 GUILLORY RM 4                        46.781 METERS 20905     |
 BK2659| CW1458 GUILLORY RM 5                        30.337 METERS 27027     |
 BK2659| BK2664 MAMOU MUNICIPAL TANK                APPROX. 3.8 KM 3163229.7 |
 BK2659| CW1456 GUILLORY RM 3                        33.235 METERS 34643     |
 BK2659|---------------------------------------------------------------------|
 BK2659
 BK2659                          SUPERSEDED SURVEY CONTROL
 BK2659
 BK2659  ELLIP H (01/21/93)   -8.78   (m)                       GP(       ) 4 2
 BK2659  NAD 83(1986)-  30 36 31.54220(N)    092 23 23.05582(W) AD(       ) 1
 BK2659  NAD 27      -  30 36 30.83066(N)    092 23 22.58575(W) AD(       ) 3
 BK2659  NGVD 29 (07/19/86)   18.78   (m)           61.6    (f) LEVELING    3  
 BK2659
 BK2659.Superseded values are not recommended for survey control.
 BK2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2659.See file dsdata.txt to determine how the superseded data were derived.
 BK2659
 BK2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5849686402(NAD 83)
 BK2659_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BK2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2659_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2659+STABILITY: SURFACE MOTION
 BK2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2659+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK2659
 BK2659  HISTORY     - Date     Condition        Report By
 BK2659  HISTORY     - 1934     MONUMENTED       CGS
 BK2659  HISTORY     - 1935     GOOD             CGS
 BK2659  HISTORY     - 1960     GOOD             CGS
 BK2659  HISTORY     - 1964     GOOD             CGS
 BK2659  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BK2659  HISTORY     - 1987     GOOD             NGS
 BK2659
 BK2659                          STATION DESCRIPTION
 BK2659
 BK2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2659'STATION IS LOCATED ABOUT 2-1/2 MILES SW OF MAMOU IN THE NE 1/4
 BK2659'SEC. 20, T 5 S, R 1 E, ON THE GROUNDS OF THE GUILLORY SCHOOL.
 BK2659'MARK IS 50 FEET E OF CENTER LINE OF STATE HIGHWAY 571, 31.5 FEET
 BK2659'N OF SCHOOLYARD FENCE, 133 FEET SW OF SW CORNER OF SCHOOL
 BK2659'BUILDING.
 BK2659'
 BK2659'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK2659'BRONZE DISKS SET IN CONCRETE.
 BK2659'
 BK2659'REFERENCE MARK NO. 1 IS 56.160 METERS (184.25 FEET) N OF
 BK2659'STATION IN THE N BOUNDARY FENCE OF SCHOOLYARD, 61.5 FEET NW
 BK2659'OF NW CORNER OF SCHOOL, 94 FEET E OF CENTER LINE OF STATE
 BK2659'HIGHWAY 571.
 BK2659'
 BK2659'REFERENCE MARK NO. 2 IS 40.568 METERS (133.09 FEET) E OF
 BK2659'STATION IN E FENCE LINE OF SCHOOLYARD, 42 FEET N OF S FENCE
 BK2659'OF SCHOOLYARD.
 BK2659'
 BK2659'AZIMUTH MARK IS 0.3 MILE S OF STATION ALONG STATE HIGHWAY
 BK2659'571 ON W SIDE OF ROAD, ABOUT 25 FEET FROM CENTER LINE OF
 BK2659'HIGHWAY, IN FENCE LINE OF SECOND HOUSE S OF STATION.
 BK2659'
 BK2659'STATION IS REACHED FROM MAMOU BY GOING E AND S FROM THE
 BK2659'CENTER OF TOWN ON STATE HIGHWAY 571, FOR 3.1 MILES TO SCHOOL ON
 BK2659'E SIDE OF HIGHWAY.
 BK2659'
 BK2659'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK2659
 BK2659                          STATION RECOVERY (1935)
 BK2659
 BK2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2659'STATION FOUND AS DESCRIBED, AND ALL MARKS IN GOOD CONDITION.
 BK2659'THE AZIMUTH MARK FAILED TO CHECK BY 19.9 SECONDS.
 BK2659'
 BK2659'THE STATION IS MARKED AS PREVIOUSLY DESCRIBED, AND SET FLUSH
 BK2659'WITH THE GROUND.  IT IS ABOUT 2-1/2 MILES SE OF MAMOU AND ABOUT
 BK2659'7 MILES E OF N OF EUNICE, IN THE NE 1/2 SEC. 20, T 5 S, R 1 E,
 BK2659'ON THE GROUNDS OF THE GUILLORY SCHOOL, 50 FEET E OF CENTER LINE
 BK2659'OF STATE HIGHWAY 571.  31.5 FEET N OF SCHOOLYARD FENCE, AND 133
 BK2659'FEET SW OF SW CORNER OF SCHOOLHOUSE.
 BK2659'
 BK2659'REFERENCE MARK NO. 1 IS 56.160 METERS (184.25 FEET) E OF N
 BK2659'OF STATION IN THE N BOUNDARY FENCE OF SCHOOLYARD.  61.5 FEET
 BK2659'NW OF NW CORNER OF SCHOOLHOUSE, AND 94 FEET E OF CENTER LINE
 BK2659'OF HIGHWAY.  THE MARK PROJECTS 4 INCHES.
 BK2659'
 BK2659'REFERENCE MARK NO. 2 IS 40.568 METERS (133.09 FEET) E OF
 BK2659'STATION IN E FENCE LINE OF SCHOOLYARD, AND 42 FEET N OF S FENCE
 BK2659'OF SCHOOLYARD.  THE MARK PROJECTS 4 INCHES.  THE DISTANCE
 BK2659'BETWEEN THE REFERENCE MARKS IS 190.35 FEET.
 BK2659'
 BK2659'THE AZIMUTH MARK IS 0.3 MILE S OF STATION IN W LINE OF HIGHWAY
 BK2659'RIGHT-OF-WAY, ABOUT 25 FEET FROM CENTER LINE OF ROAD, IN
 BK2659'FENCE LINE OF SECOND HOUSE S OF STATION.  THE MARK PROJECTS
 BK2659'8 INCHES.
 BK2659'
 BK2659'TO REACH THE STATION FROM MAMOU, GO E AND S ON STATE HIGHWAY
 BK2659'571, 3 MILES TO THE GUILLORY SCHOOL, ON E SIDE OF ROAD AND
 BK2659'STATION.
 BK2659'
 BK2659'LIGHTS 126 FEET ABOVE STATION VIDRINE 1934 AND VILLE PLATTE
 BK2659'MAGNETIC COME INTO VIEW 77 FEET ABOVE THIS STATION.
 BK2659'
 BK2659'LIGHT 126 FEET ABOVE STATION CHATAIGNIER COMES INTO VIEW 90
 BK2659'FEET ABOVE THIS STATION.
 BK2659'
 BK2659'NOTE--THE TANK IN MAMOU WAS VISIBLE FROM THE GROUND, BUT WAS NOT
 BK2659'TAKEN AT THIS TIME.
 BK2659
 BK2659                          STATION RECOVERY (1960)
 BK2659
 BK2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2659'THE STATION WAS VISITED 2-3-60 AND THE STATION MARK, AZIMUTH
 BK2659'MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BK2659'REFERENCE MARKS NO. 1 AND 2 WERE REQUESTED MOVED BY THE
 BK2659'PROPERTY OWNED MR. OSWOLD FONTENOT.  REFERENCE MARKS NO. 3
 BK2659'AND 4 WERE ESTABLISHED AT THIS DATE.  DISKS FOR NO. 1 AND 2
 BK2659'WERE RECLAIMED.  THE OLD GUILLORY SCHOOL HAS BEEN TORN DOWN
 BK2659'AND THE AREA IS NOW A CULTIVATED FIELD.  A NEW DESCRIPTION
 BK2659'FOLLOWS--
 BK2659'
 BK2659'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF MAMOUAND
 BK2659'8.5 MILES SOUTHWEST OF VILLE PLATTE IN THE NE 1/4 OF SEC. 20 T
 BK2659'5S., R 1 E., ON PROPERTY OWNED BY OSWOLD FONTENOT, WHO LIVES
 BK2659'0.25 MILE NORTH OF THE STATION AT THE CURVE IN THE HIGHWAY,
 BK2659'50 FEET EAST OF THE CENTER OF STATE HIGHWAY 95, 261 FEET NORTH
 BK2659'OF THE CENTER OF A DIRT ROAD LEADING EAST, 26.8 FEET EAST OF
 BK2659'A FENCE LINE, 56 FEET SOUTHEAST OF A POWER POLE AND 2 FEET
 BK2659'SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK2659'GUILLORY 1934 PROJECTING 2 INCHES.
 BK2659'
 BK2659'REFERENCE MARK NO. 3 IS 109.04 FEET NORTHWEST OF THE STATION,
 BK2659'26 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 95, 56 FEET
 BK2659'NORTH OF A POWERPOLE, 1 FOOT NORTH OF A WITNESSPOST AND AT THE
 BK2659'SOUTH END OF A WIRE GATE AND ENTRANCE TO A FIELD.  IT IS A
 BK2659'STANDARD DISK, STAMPED GUILLORY NO 3 1934, PROJECTING 6 INCHES.
 BK2659'
 BK2659'REFERENCE MARK NO. 4 IS 153.48 FEET SOUTHWEST OF THE STATION,
 BK2659'25 FEET WEST OF THE CENTER OF STATE HIGHWAY 95, 126 FEET NORTH
 BK2659'OF THE PROJECTED CENTERLINE OF A DIRT ROAD LEADING EAST, 87
 BK2659'FEET NORTH OF A TELEPHONE POLE WHERE THE POWER LINE CROSSES
 BK2659'THE HIGHWAY, 13 FEET NORTH OF A T FENCE CORNER AND 1 FOOT WEST
 BK2659'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK2659'GUILLORY NO 4 1934, PROJECTING 6 INCHES.
 BK2659'
 BK2659'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, IN THE
 BK2659'NORTHEAST CORNER OF THE FRONT YARD OF A WHITE HOUSE WEST OF THE
 BK2659'ROAD, 24 FEET WEST OF THE CENTER OF STATE HIGHWAY 95, 99 FEET
 BK2659'NORTH OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 1 FOOT EAST
 BK2659'OF A FENCELINE, 15 FEET NORTH OF THE PROJECTED PLANE OF THE
 BK2659'NORTH WALL OF THE HOUSE, 67.5 FEET NORTH OF A TELEPHONE POLE,
 BK2659'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BK2659'DISK, STAMPED GUILLORY AZI 1934, PROJECTING 6 INCHES.
 BK2659'
 BK2659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 BK2659'95 AT THE SOUTH EDGE OF MAMOU, GO EAST AND SOUTH ON STATE
 BK2659'HIGHWAY 95 FOR 3.0 MILES TO THE STATION ON THE LEFT, CONTINUE
 BK2659'SOUTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BK2659
 BK2659                          STATION RECOVERY (1964)
 BK2659
 BK2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 BK2659'THE STATION WAS VISITED 3-18-64 AND ALL MARKS WERE FOUND IN
 BK2659'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 3 AND
 BK2659'NO. 4 WERE REQUESTED MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION,
 BK2659'THIS WAS DONE BY RESETING THE AZIMUTH MARK AND ESTABLISHING
 BK2659'REFERENCE MARKS NO. 5 AND 6 THEN DESTROYING REFERENCE MARKS NO. 3
 BK2659'AND 4.  A NEW DESCRIPTION FOLLOWS--
 BK2659'
 BK2659'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF MAMOU, 8.5
 BK2659'MILES SW. OF VILLE PLATTE, IN THE NORTHWEST 1/4 OF SEC. 20,
 BK2659'T. 5 S. R 1 E, ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 95,
 BK2659'0.25 MILE SOUTH OF A CURVE IN THE ROAD AND FARMHOUSE OF OSWALD
 BK2659'FONTENOT, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 49
 BK2659'FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A FENCE LINE, 261
 BK2659'FEET NORTH OF THE CENTERLINE OF A DIRT ROAD LEADING EAST, AND
 BK2659'1.5 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 BK2659'DISK, STAMPED GUILLORY 1934, FLUSH WITH THE GROUND.
 BK2659'
 BK2659'REFERENCE MARK NO. 5 IS 99.54 FEET WEST OF THE STATION, 1 FOOT
 BK2659'E. OF A RIGHT-OF-WAY FENCE LINE, 158 FEET NORTH OF THE CENTERLINE
 BK2659'OF A ROAD LEADING WEST INTO A RICE FIELD, 25 FEET SOUTH OF A
 BK2659'TELEPHONE POLE, 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 BK2659'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS STAMPED GUILLORY
 BK2659'NO 5 1934.
 BK2659'
 BK2659'REFERENCE MARK NO. 6 IS 102.11 FEET N. OF THE STATION, 50
 BK2659'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 53 FEET NORTH OF A
 BK2659'POWER POLE, 362 FEET NORTH OF THE CENTER OF THE ROAD LEADING
 BK2659'EAST, 143 FEET SOUTH OF THE CENTER OF A GATE, 1.5 FEET WEST
 BK2659'OF A FENCE LINE AND 1.5 FEET EAST OF A METAL WITNESS POST.  IT
 BK2659'IS A STANDARD DISK, STAMPED GUILLORY NO 6, 1934, PROJECTING
 BK2659'6 INCHES.
 BK2659'
 BK2659'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION AT THE
 BK2659'SOUTHEAST CORNER OF A YARD OF HOUSE OWNED BY GOLBERG JOUBERT,
 BK2659'114.5 FEET SE OF THE SE. CORNER OF THE HOUSE, 50 FEET W.
 BK2659'OF THE CENTER OF THE ROAD, 33 FEET S. OF THE CENTER OF THE
 BK2659'DRIVEWAY, 7 FEET EAST OF A CHINABERRY TREE IN THE FENCE LINE,
 BK2659'159 FEET SOUTH OF THE CENTER OF A RICE FLUME, 6.5 FEET SOUTH
 BK2659'OF A GAS METER.  IT IS A STANDARD DISK, STAMPED GUILLORY 1934,
 BK2659'RESET 1964, PROJECTING 4 INCHES.  IT IS 1 FOOT WEST OF A METAL
 BK2659'WITNESS POST.
 BK2659'
 BK2659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 BK2659'95 AT THE SOUTH EDGE OF MAMOU, GO EAST AND SOUTH ON STATE
 BK2659'HIGHWAY 95 FOR 3.0 MILES TO THE STATION ON THE LEFT.  CONTINUE
 BK2659'SOUTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BK2659
 BK2659                          STATION RECOVERY (1969)
 BK2659
 BK2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2659'THE STATION MARK, REFERENCE MARKS 5,6 AND THE AZIMUTH MARK WERE
 BK2659'RECOVERED IN GOOD CONDITION.  A DIRECTION TO THE AZIMUTH MARK COULD
 BK2659'NOT BE MADE DUE TO TALL GRASS AND WEEDS ON LINE.  A TOWER COULD NOT
 BK2659'BE ERECTED OVER THE STATION DUE TO OVERHEAD POWER LINES.  A
 BK2659'REFERENCE MARK 7 WAS ESTABLISHED AND OCCUPIED AS A STATION AND A
 BK2659'TRAVERSE CONNECTION MADE.  SEE DESCRIPTION FOR GUILLORY RM 7 FOR
 BK2659'COMPLETE NEW DESCRIPTION OF ALL MARKS.
 BK2659
 BK2659                          STATION RECOVERY (1987)
 BK2659
 BK2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BK2659'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK2659'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BK2659'OBSERVATIONS.
 BK2659'
 BK2659'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTHEAST OF MAMOU.
 BK2659'OWNERSHIP--LANDRENEAU ENTERPRISES OF MAMOU.
 BK2659'
 BK2659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND 104
 BK2659'IN MAMOU. TURN RIGHT, EASTERLY FOR 0.6 KM (0.4 MI) TO THE JUNCTION
 BK2659'OF STATE HIGHWAY 95. CONTINUE SOUTH ON HIGHWAY 95 FOR 4.8 KM (2.95
 BK2659'MI) TO THE STATION OF THE LEFT.
 BK2659'
 BK2659'THE STATION IS A STANDARD NGS DISK
 BK2659'STAMPED---GUILLORY 1934---,
 BK2659'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BK2659'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 BK2659'75.89 METERS (249 FT) SOUTH FROM A GRAVELED ROAD LEADING EAST TO A
 BK2659'PASTURE,
 BK2659'15.24 METERS (50 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAY 95,
 BK2659'14.84 METERS (48.7 FT) NORTH FROM A POWER POLE AND
 BK2659'0.6 METER (2.0 FT) WEST FROM A FENCE LINE.
 BK2659'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK2659'STAMPED---GUILLORY 1934---,
 BK2659'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK2659'
 BK2659'DESCRIBED BY R.D. BALL, TYPED BY DCF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2660 ***********************************************************************
 BK2660  DESIGNATION -  GUILLORY RM 7
 BK2660  PID         -  BK2660
 BK2660  STATE/COUNTY-  LA/EVANGELINE
 BK2660  USGS QUAD   -  EUNICE NORTH (1983)
 BK2660
 BK2660                         *CURRENT SURVEY CONTROL
 BK2660  ___________________________________________________________________
 BK2660* NAD 83(1992)-  30 36 31.53841(N)    092 23 22.48471(W)     ADJUSTED  
 BK2660* NAVD 88     -        19.26   (+/-2cm)      63.2    (feet)  VERTCON   
 BK2660  ___________________________________________________________________
 BK2660  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2660  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2660
 BK2660  HORZ ORDER  -  SECOND
 BK2660  VERT ORDER  -  THIRD ? (See Below)
 BK2660
 BK2660.The horizontal coordinates were established by classical geodetic methods
 BK2660.and adjusted by the National Geodetic Survey in January 1993..
 BK2660
 BK2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2660.The vertical order pertains to the NGVD 29 superseded value.
 BK2660
 BK2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2660
 BK2660.The geoid height was determined by GEOID03.
 BK2660
 BK2660;                    North         East     Units Scale Factor Converg.
 BK2660;SPC LA S     -   234,215.203   898,717.808   MT  0.99998187   -0 31 41.3
 BK2660;SPC LA S     -   768,421.05  2,948,543.34   sFT  0.99998187   -0 31 41.3
 BK2660;UTM  15      - 3,386,402.807   558,511.574   MT  0.99964223   +0 18 38.9
 BK2660
 BK2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2660!SPC LA S     -   1.00000126  x   0.99998187  =   0.99998313
 BK2660!UTM  15      -   1.00000126  x   0.99964223  =   0.99964349
 BK2660
 BK2660:                Primary Azimuth Mark                     Grid Az
 BK2660:SPC LA S     -  GUILLORY AZ MK RESET                     185 27 31.5
 BK2660:UTM  15      -  GUILLORY AZ MK RESET                     184 37 11.3
 BK2660
 BK2660|---------------------------------------------------------------------|
 BK2660| PID    Reference Object                     Distance      Geod. Az  |
 BK2660|                                                           dddmmss.s |
 BK2660| CW1453 GUILLORY AZ MK RESET                               1845550.2 |
 BK2660| BK2852 EUNICE SLICK KCP 924 MAST           APPROX.14.9 KM 1890754.2 |
 BK2660| BK2853 EUNICE W MUN TANK                   APPROX.13.1 KM 1992718.7 |
 BK2660| BK2663 FENRIS TRANSCON MW KKD 594          APPROX. 5.2 KM 2283105.0 |
 BK2660| BK2659 GUILLORY                             15.374 METERS 26807     |
 BK2660| CW1458 GUILLORY RM 5                                      26940     |
 BK2660| BK2664 MAMOU MUNICIPAL TANK                APPROX. 3.8 KM 3162201.1 |
 BK2660| CW1459 GUILLORY RM 6                                      33344     |
 BK2660|---------------------------------------------------------------------|
 BK2660
 BK2660                          SUPERSEDED SURVEY CONTROL
 BK2660
 BK2660  NAD 83(1986)-  30 36 31.55861(N)    092 23 22.47910(W) AD(       ) 2
 BK2660  NAD 27      -  30 36 30.84708(N)    092 23 22.00891(W) AD(       ) 2
 BK2660  NGVD 29 (07/19/86)   19.22   (m)           63.1    (f) LEVELING    3  
 BK2660
 BK2660.Superseded values are not recommended for survey control.
 BK2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2660.See file dsdata.txt to determine how the superseded data were derived.
 BK2660
 BK2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5851286403(NAD 83)
 BK2660_MARKER: DR = REFERENCE MARK DISK
 BK2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2660
 BK2660  HISTORY     - Date     Condition        Report By
 BK2660  HISTORY     - 1969     MONUMENTED       CGS
 BK2660
 BK2660                          STATION DESCRIPTION
 BK2660
 BK2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2660'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF MAMOU, 8-1/2 MILES
 BK2660'SOUTHWEST OF VILLE PLATTE, ON LAND OWNED BY LANDRENEAU ENTERPRISES
 BK2660'OF MAMOU.
 BK2660'
 BK2660'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 95 AND
 BK2660'13 AT THE SOUTH EDGE OF MAMOU, GO EAST AND SOUTH ON HIGHWAY
 BK2660'95 FOR 2.8 MILES TO THE STATION ON THE LEFT.  CONTINUE SOUTH ON
 BK2660'HIGHWAY 95 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BK2660'
 BK2660'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED GUILLORY 1934
 BK2660'NO 7 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2660'MONUMENT, THAT IS 16 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 BK2660'UNDERGROUND REFERENCE MARK IS SET 36 INCHES BELOW THE SURFACE OF
 BK2660'THE GROUND.  IT IS 246 FEET SOUTHEAST OF THE CENTERLINE OF A
 BK2660'DRIVEWAY AT A GATE, 100.0 FEET EAST OF THE CENTERLINE OF STATE
 BK2660'HIGHWAY 95, 67.5 FEET EAST-SOUTHEAST OF A POWER POLE, 50.0 FEET
 BK2660'EAST OF A METAL WITNESS POST, AND 48.5 FEET EAST OF A FENCE
 BK2660'LINE.
 BK2660'
 BK2660'REFERENCE MARK 5 IS A STANDARD REFERENCE DISK, STAMPED GUILLORY NO 5
 BK2660'1964, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2660'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 50.0 FEET
 BK2660'WEST OF THE CENTERLINE OF STATE HIGHWAY 95, 149 FEET NORTH OF THE
 BK2660'NORTH GATEPOST AT A DRIVEWAY, 24.6 FEET SOUTH OF A TELEPHONE
 BK2660'POLE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, AND 1.0 FEET
 BK2660'EAST OF A FENCE.
 BK2660'
 BK2660'REFERENCE MARK 6 IS A STANDARD REFERENCE MARK DISK, STAMPED GUILLORY
 BK2660'NO 6 1964, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2660'MONUMENT, THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT
 BK2660'IS 145 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 53.0 FEET NORTH
 BK2660'OF A POWER POLE, 51.0 FEET EAST OF THE CENTERLINE OF STATE
 BK2660'HIGHWAY 95, AND 1.0 FEET WEST OF A FENCE.
 BK2660'
 BK2660'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GUILLORY 1934 RESET
 BK2660'1964, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2660'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 50.0 FEET WEST OF
 BK2660'THE CENTERLINE OF STATE HIGHWAY 95, 31.0 FEET SOUTH OF THE
 BK2660'CENTERLINE OF A DRIVEWAY, 7.4 FEET EAST OF A 20-INCH CHINABERRY
 BK2660'TREE IN A FENCELINE, 1.5 FEET EAST OF A FENCE, AND 1.0 FEET
 BK2660'SOUTHWEST OF A METAL WITNESS POST.
 BK2660'
 BK2660'THE STATION MARK IS A STANDARD DISK, STAMPED GUILLORY 1934, SET IN
 BK2660'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH.  IT IS
 BK2660'249 FEET SOUTH OF A DRIVEWAY, 50.0 FEET EAST OF THE CENTERLINE OF
 BK2660'STATE HIGHWAY 95, 48.7 FEET SOUTH OF A POWER POLE, AND 2.0 FEET
 BK2660'WEST OF A FENCE.
 BK2660'
 BK2660'HEIGHT OF LIGHT ABOVE STATION MARK 30.80 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1329 ***********************************************************************
 AT1329  DESIGNATION -  GULF
 AT1329  PID         -  AT1329
 AT1329  STATE/COUNTY-  LA/PLAQUEMINES
 AT1329  USGS QUAD   -  PHOENIX (1973)
 AT1329
 AT1329                         *CURRENT SURVEY CONTROL
 AT1329  ___________________________________________________________________
 AT1329* NAD 83(1992)-  29 40 47.36984(N)    089 58 53.23602(W)     ADJUSTED  
 AT1329* NAVD 88     -         1.3  **(meters)       4.   **(feet)  VERTCON   
 AT1329  **This station is located in a subsidence area (see below).
 AT1329  ___________________________________________________________________
 AT1329  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AT1329  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AT1329
 AT1329  HORZ ORDER  -  SECOND
 AT1329
 AT1329.The horizontal coordinates were established by classical geodetic methods
 AT1329.and adjusted by the National Geodetic Survey in January 1993..
 AT1329
 AT1329 ** The orthometric height has not been validated since last determined
 AT1329 ** by differential leveling and should not be used for control purposes.
 AT1329 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1329 ** area with valid NAVD 88 orthometric heights.
 AT1329 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1329 ** epoch indicated which incorporates improved geoid heights for the
 AT1329 ** Southern Louisiana Subsidence area.
 AT1329 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1329
 AT1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1329
 AT1329.The geoid height was determined by GEOID03.
 AT1329
 AT1329;                    North         East     Units Scale Factor Converg.
 AT1329;SPC LA S     -   131,549.374 1,130,843.730   MT  0.99994134   +0 40 33.4
 AT1329;SPC LA S     -   431,591.57  3,710,109.80   sFT  0.99994134   +0 40 33.4
 AT1329;UTM  16      - 3,287,027.593   211,460.201   MT  1.00062738   -1 28 38.3
 AT1329;UTM  15      - 3,287,120.788   792,131.103   MT  1.00065312   +1 29 44.5
 AT1329
 AT1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1329!SPC LA S     -   1.00000374  x   0.99994134  =   0.99994508
 AT1329!UTM  16      -   1.00000374  x   1.00062738  =   1.00063113
 AT1329!UTM  15      -   1.00000374  x   1.00065312  =   1.00065687
 AT1329
 AT1329|---------------------------------------------------------------------|
 AT1329| PID    Reference Object                     Distance      Geod. Az  |
 AT1329|                                                           dddmmss.s |
 AT1329| AT1328 GULF LDH 1972 RM 1                    9.103 METERS 02404     |
 AT1329| AT1326 ST ROSALIE MICROWAVE MAST           APPROX. 1.9 KM 1662542.8 |
 AT1329| DD7179 GULF RM 2                            11.493 METERS 17916     |
 AT1329| DD7178 GULF AZ MK                                         3575712.4 |
 AT1329|---------------------------------------------------------------------|
 AT1329
 AT1329                          SUPERSEDED SURVEY CONTROL
 AT1329
 AT1329  NAD 83(1986)-  29 40 47.38348(N)    089 58 53.23920(W) AD(       ) 2
 AT1329  NAD 27      -  29 40 46.62215(N)    089 58 52.98775(W) AD(       ) 2
 AT1329  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 AT1329
 AT1329.Superseded values are not recommended for survey control.
 AT1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1329.See file dsdata.txt to determine how the superseded data were derived.
 AT1329
 AT1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1146087028(NAD 83)
 AT1329_MARKER: DD = SURVEY DISK
 AT1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1329+STABILITY: SURFACE MOTION
 AT1329
 AT1329  HISTORY     - Date     Condition        Report By
 AT1329  HISTORY     - 1972     MONUMENTED       LADH
 AT1329
 AT1329                          STATION DESCRIPTION
 AT1329
 AT1329'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AT1329'THE STATION IS LOCATED 2 MILES SOUTHEAST OF NAOMI, 11 MILES SOUTH OF
 AT1329'BELLE CHASSE, IN THE NORTHEAST QUARTER OF SECTION 15, T16S, R24E,
 AT1329'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AT1329'
 AT1329'TO REACH THE STATION FROM THE POST OFFICE IN BELLE CHASSE, GO
 AT1329'SOUTHERLY ON STATE HIGHWAY 23 FOR 11 MILES TO THE STATION, WHICH IS
 AT1329'SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR A POWER POLE AND A
 AT1329'TELEPHONE JUNCTION BOX.
 AT1329'
 AT1329'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 AT1329'23 FOR 0.43 MILE.  THE MARK IS SET ON THE LEFT AND WEST OF THE
 AT1329'HIGHWAY NEAR A POWER POLE.
 AT1329'
 AT1329'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1329'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AT1329'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AT1329'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AT1329'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AT1329'STAMPED GULF 1972.  THE MARK IS 53 FEET SOUTH-SOUTHEAST OF A
 AT1329'TELEPHONE CABLE JUNCTION BOX, 49 FEET SOUTH-SOUTHEAST OF A POWER
 AT1329'POLE, 43 FEET WEST OF THE CENTER OF STATE HIGHWAY 23, AND 2 FEET EAST
 AT1329'OF A METAL WITNESS POST AND SIGN.
 AT1329'
 AT1329'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1329'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AT1329'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1329'STAMPED GULF R.M. 1 1972.  IT IS 125 FEET SOUTHWEST OF THE CENTER
 AT1329'OF GATE K TO THE GULF REFINERY, 40 FEET SOUTHEAST OF A TELEPHONE
 AT1329'CABLE JUNCTION BOX, 38 FEET EAST-SOUTHEAST OF A POWER POLE, AND 30
 AT1329'FEET WEST OF THE CENTER OF STATE HIGHWAY 23.
 AT1329'
 AT1329'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1329'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AT1329'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1329'STAMPED GULF R.M. 2 1972.  IT IS 200 FEET SOUTHWEST OF THE CENTER
 AT1329'OF GATE NO. 16 TO THE GULF REFINERY, 91 FEET SOUTH-SOUTHEAST OF A
 AT1329'TELEPHONE CABLE JUNCTION BOX, 87 FEET SOUTH-SOUTHEAST OF A
 AT1329'POWER POLE, AND 43 FEET WEST OF THE CENTER OF STATE HIGHWAY 23.
 AT1329'
 AT1329'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1329'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AT1329'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1329'STAMPED GULF AZ. MK. 1972.  IT IS 44 FEET NORTHEAST OF A POWER
 AT1329'POLE, 38 FEET WEST OF THE CENTER OF STATE HIGHWAY 23, 20 FEET EAST
 AT1329'OF A TELEPHONE JUNCTION BOX, AND 3 FEET EAST OF A METAL WITNESS
 AT1329'POST AND SIGN.
 AT1329'
 AT1329'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TZ0071 ***********************************************************************
 TZ0071  DESIGNATION -  GULF 154 A 1
 TZ0071  PID         -  TZ0071
 TZ0071  STATE/COUNTY-  LA/TERREBONNE
 TZ0071  USGS QUAD   -  
 TZ0071
 TZ0071                         *CURRENT SURVEY CONTROL
 TZ0071  ___________________________________________________________________
 TZ0071* NAD 83(1992)-  28 40 51.85751(N)    091 11 59.47867(W)     ADJUSTED  
 TZ0071* NAVD 88     -                                                        
 TZ0071  ___________________________________________________________________
 TZ0071  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 TZ0071  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 TZ0071
 TZ0071  HORZ ORDER  -  THIRD
 TZ0071
 TZ0071.The horizontal coordinates were established by classical geodetic methods
 TZ0071.and adjusted by the National Geodetic Survey in January 1993..
 TZ0071
 TZ0071
 TZ0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 TZ0071
 TZ0071.The geoid height was determined by GEOID03.
 TZ0071
 TZ0071;                    North         East     Units Scale Factor Converg.
 TZ0071;SPC LA S     -    20,080.122 1,013,048.144   MT  1.00018856   +0 04 00.3
 TZ0071;SPC LA S     -    65,879.53  3,323,642.12   sFT  1.00018856   +0 04 00.3
 TZ0071;UTM  15      - 3,173,978.258   675,885.201   MT  0.99998178   +0 51 51.0
 TZ0071
 TZ0071                          SUPERSEDED SURVEY CONTROL
 TZ0071
 TZ0071  NAD 83(1986)-  28 40 51.88696(N)    091 11 59.49009(W) AD(       ) 4
 TZ0071  NAD 27      -  28 40 51.04700(N)    091 11 59.12900(W) AD(       ) 3
 TZ0071
 TZ0071.Superseded values are not recommended for survey control.
 TZ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TZ0071.See file dsdata.txt to determine how the superseded data were derived.
 TZ0071
 TZ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXM7588573978(NAD 83)
 TZ0071_MARKER: 67 = OIL DERRICK
 TZ0071
 TZ0071  HISTORY     - Date     Condition        Report By
 TZ0071  HISTORY     - 1955     FIRST OBSERVED   CGS
 TZ0071
 TZ0071                          STATION DESCRIPTION
 TZ0071
 TZ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 TZ0071'THE TOP CENTER OF DERRICK SET OVER THE SOUTH ONE OF THREE
 TZ0071'WELL CASES.  LOCATED IN THE GULF OF MEXICO APPROXIMATELY
 TZ0071'40 MILES SOUTH OF THE LOUISIANA COAST, IN THE GULF OIL CO.
 TZ0071'SHIP SHOAL OIL FIELD, BLOCK 154 STRUCTURE A 1.  THE PLATFORM
 TZ0071'SUPPORTING THE DERRICK IS APPROXIMATELY 40 FEET ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5115 ***********************************************************************
 BJ5115  DESIGNATION -  GULF STATES UTILITIES W TOWER
 BJ5115  PID         -  BJ5115
 BJ5115  STATE/COUNTY-  LA/ST MARTIN
 BJ5115  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ5115
 BJ5115                         *CURRENT SURVEY CONTROL
 BJ5115  ___________________________________________________________________
 BJ5115* NAD 83(1992)-  30 20 46.86316(N)    091 43 19.68545(W)     ADJUSTED  
 BJ5115* NAVD 88     -                                                        
 BJ5115  ___________________________________________________________________
 BJ5115  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5115  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ5115
 BJ5115  HORZ ORDER  -  THIRD
 BJ5115
 BJ5115.The horizontal coordinates were established by classical geodetic methods
 BJ5115.and adjusted by the National Geodetic Survey in January 1993..
 BJ5115
 BJ5115
 BJ5115.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5115
 BJ5115.The geoid height was determined by GEOID03.
 BJ5115
 BJ5115;                    North         East     Units Scale Factor Converg.
 BJ5115;SPC LA S     -   204,722.064   962,619.111   MT  0.99994386   -0 11 39.9
 BJ5115;SPC LA S     -   671,658.97  3,158,192.87   sFT  0.99994386   -0 11 39.9
 BJ5115;UTM  15      - 3,357,856.901   622,821.933   MT  0.99978610   +0 38 44.5
 BJ5115
 BJ5115                          SUPERSEDED SURVEY CONTROL
 BJ5115
 BJ5115  NAD 83(1986)-  30 20 46.88306(N)    091 43 19.68124(W) AD(       ) 4
 BJ5115  NAD 27      -  30 20 46.16551(N)    091 43 19.25595(W) AD(       ) 3
 BJ5115
 BJ5115.Superseded values are not recommended for survey control.
 BJ5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5115.See file dsdata.txt to determine how the superseded data were derived.
 BJ5115
 BJ5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2282257857(NAD 83)
 BJ5115_MARKER: 55 = TOWER
 BJ5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5115+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 BJ5115
 BJ5115  HISTORY     - Date     Condition        Report By
 BJ5115  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5115  HISTORY     - 1957     GOOD             CGS
 BJ5115  HISTORY     - 19990712 GOOD             USPSQD
 BJ5115  HISTORY     - 20031124 GOOD             USPSQD
 BJ5115
 BJ5115                          STATION DESCRIPTION
 BJ5115
 BJ5115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5115'THE STATION IS THE TALL TRANSMISSION TOWER OF THE GULF STATES
 BJ5115'UTILITIES LOCATED NEAR THE W BANK OF THE ATCHAFALAYA RIVER
 BJ5115'IN THE NW CORNER OF THE SETTLEMENT OF ATCHAFALAYA.  THE TOWER
 BJ5115'IS VERY PROMINENT AND IS A STEEL ONE OF THE STANDARD TYPE
 BJ5115'ABOUT 235 FEET HIGH.  IT IS THE WESTERLY ONE OF TWO SIMILAR
 BJ5115'TOWERS, THE OTHER BEING ON THE E BANK OF THE RIVER.
 BJ5115
 BJ5115                          STATION RECOVERY (1957)
 BJ5115
 BJ5115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5115'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 BJ5115'IS ADEQUATE.
 BJ5115
 BJ5115                          STATION RECOVERY (1999)
 BJ5115
 BJ5115'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5115'RECOVERED IN GOOD CONDITION.
 BJ5115
 BJ5115                          STATION RECOVERY (2003)
 BJ5115
 BJ5115'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ5115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5116 ***********************************************************************
 BJ5116  DESIGNATION -  GULF STATES UTILITIES E TOWER
 BJ5116  PID         -  BJ5116
 BJ5116  STATE/COUNTY-  LA/ST MARTIN
 BJ5116  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ5116
 BJ5116                         *CURRENT SURVEY CONTROL
 BJ5116  ___________________________________________________________________
 BJ5116* NAD 83(1992)-  30 20 51.30134(N)    091 43 06.99408(W)     ADJUSTED  
 BJ5116* NAVD 88     -                                                        
 BJ5116  ___________________________________________________________________
 BJ5116  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5116  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ5116
 BJ5116  HORZ ORDER  -  THIRD
 BJ5116
 BJ5116.The horizontal coordinates were established by classical geodetic methods
 BJ5116.and adjusted by the National Geodetic Survey in January 1993..
 BJ5116
 BJ5116
 BJ5116.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5116
 BJ5116.The geoid height was determined by GEOID03.
 BJ5116
 BJ5116;                    North         East     Units Scale Factor Converg.
 BJ5116;SPC LA S     -   204,857.580   962,958.513   MT  0.99994399   -0 11 33.5
 BJ5116;SPC LA S     -   672,103.58  3,159,306.39   sFT  0.99994399   -0 11 33.5
 BJ5116;UTM  15      - 3,357,997.357   623,159.258   MT  0.99978713   +0 38 51.0
 BJ5116
 BJ5116                          SUPERSEDED SURVEY CONTROL
 BJ5116
 BJ5116  NAD 83(1986)-  30 20 51.32119(N)    091 43 06.98980(W) AD(       ) 4
 BJ5116  NAD 27      -  30 20 50.60416(N)    091 43 06.56547(W) AD(       ) 3
 BJ5116
 BJ5116.Superseded values are not recommended for survey control.
 BJ5116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5116.See file dsdata.txt to determine how the superseded data were derived.
 BJ5116
 BJ5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2315957997(NAD 83)
 BJ5116_MARKER: 55 = TOWER
 BJ5116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5116+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 BJ5116
 BJ5116  HISTORY     - Date     Condition        Report By
 BJ5116  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5116  HISTORY     - 1957     GOOD             CGS
 BJ5116  HISTORY     - 19990712 GOOD             USPSQD
 BJ5116  HISTORY     - 20031124 GOOD             USPSQD
 BJ5116
 BJ5116                          STATION DESCRIPTION
 BJ5116
 BJ5116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5116'THE STATION IS THE TALL TRANSMISSION TOWER OF THE GULF STATES
 BJ5116'UTILITIES LOCATED ON THE E BANK OF THE ATCHAFALAYA RIVER ACROSS
 BJ5116'FROM THE SETTLEMENT OF ATCHAFALAYA.  THE TOWER IS VERY PROMINENT
 BJ5116'AND IS A STEEL ONE OF THE STANDARD TYPE ABOUT 235 FEET HIGH.
 BJ5116'IT IS THE EASTERLY ONE OF TWO SIMILAR TOWERS, THE OTHER BEING
 BJ5116'ON THE W BANK OF THE RIVER.
 BJ5116
 BJ5116                          STATION RECOVERY (1957)
 BJ5116
 BJ5116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5116'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 BJ5116'IS ADEQUATE.
 BJ5116
 BJ5116                          STATION RECOVERY (1999)
 BJ5116
 BJ5116'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5116'RECOVERED IN GOOD CONDITION.
 BJ5116
 BJ5116                          STATION RECOVERY (2003)
 BJ5116
 BJ5116'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ5116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3200 ***********************************************************************
 BK3200  DESIGNATION -  GUM
 BK3200  PID         -  BK3200
 BK3200  STATE/COUNTY-  LA/CALCASIEU
 BK3200  USGS QUAD   -  CAMERON FARMS (1975)
 BK3200
 BK3200                         *CURRENT SURVEY CONTROL
 BK3200  ___________________________________________________________________
 BK3200* NAD 83(1992)-  30 03 29.09930(N)    093 34 47.27811(W)     ADJUSTED  
 BK3200* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK3200  **This station is located in a subsidence area (see below).
 BK3200  ___________________________________________________________________
 BK3200  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK3200  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK3200
 BK3200  HORZ ORDER  -  SECOND
 BK3200
 BK3200.The horizontal coordinates were established by classical geodetic methods
 BK3200.and adjusted by the National Geodetic Survey in January 1993..
 BK3200
 BK3200 ** The orthometric height has not been validated since last determined
 BK3200 ** by differential leveling and should not be used for control purposes.
 BK3200 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3200 ** area with valid NAVD 88 orthometric heights.
 BK3200 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3200 ** epoch indicated which incorporates improved geoid heights for the
 BK3200 ** Southern Louisiana Subsidence area.
 BK3200 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3200.The orthometric height was scaled from a topographic map.
 BK3200
 BK3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3200
 BK3200.The geoid height was determined by GEOID03.
 BK3200
 BK3200;                    North         East     Units Scale Factor Converg.
 BK3200;SPC LA S     -   174,827.840   783,403.027   MT  0.99992624   -1 07 23.7
 BK3200;SPC LA S     -   573,581.01  2,570,214.76   sFT  0.99992624   -1 07 23.7
 BK3200;SPC TX C     - 3,063,154.994 1,350,854.088   MT  1.00001615   +3 28 42.5
 BK3200;SPC TX C     -10,049,701.01  4,431,927.12   sFT  1.00001615   +3 28 42.5
 BK3200;UTM  15      - 3,325,363.103   444,111.797   MT  0.99963854   -0 17 25.5
 BK3200
 BK3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3200!SPC LA S     -   1.00000366  x   0.99992624  =   0.99992990
 BK3200!SPC TX C     -   1.00000366  x   1.00001615  =   1.00001981
 BK3200!UTM  15      -   1.00000366  x   0.99963854  =   0.99964220
 BK3200
 BK3200|---------------------------------------------------------------------|
 BK3200| PID    Reference Object                     Distance      Geod. Az  |
 BK3200|                                                           dddmmss.s |
 BK3200| CV7669 GUM RM 2                             26.190 METERS 08152     |
 BK3200| BK3166 GARDINER                            APPROX. 9.5 KM 0893726.3 |
 BK3200| CV7668 GUM RM 1                             26.250 METERS 26636     |
 BK3200|---------------------------------------------------------------------|
 BK3200
 BK3200                          SUPERSEDED SURVEY CONTROL
 BK3200
 BK3200  NAD 83(1986)-  30 03 29.12294(N)    093 34 47.26627(W) AD(       ) 2
 BK3200  NAD 27      -  30 03 28.36800(N)    093 34 46.68800(W) AD(       ) 2
 BK3200
 BK3200.Superseded values are not recommended for survey control.
 BK3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3200.See file dsdata.txt to determine how the superseded data were derived.
 BK3200
 BK3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4411225363(NAD 83)
 BK3200_MARKER: DS = TRIANGULATION STATION DISK
 BK3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3200
 BK3200  HISTORY     - Date     Condition        Report By
 BK3200  HISTORY     - 1933     MONUMENTED       CGS
 BK3200  HISTORY     - 1947     MARK NOT FOUND   CGS
 BK3200
 BK3200                          STATION DESCRIPTION
 BK3200
 BK3200'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JCB)
 BK3200'ON THE S SIDE OF THE INTRACOASTAL CANAL OR CALCASIEU PARISH
 BK3200'NAVIGATION CHANNEL, IN SEC. 34, T 11 S, R 12 W, 3.4 MILES
 BK3200'W OF GUM COVE FERRY AND 0.95 MILE E OF INTERSECTION OF CHANNEL
 BK3200'AND VINTON CANAL.  IT IS ON TOP OF SPOIL BANK, 47 METERS
 BK3200'S OF S BANK OF THE CANAL.
 BK3200'
 BK3200'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BK3200'IN THE TOPS OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 BK3200'
 BK3200'STATION MUST BE REACHED BY BOAT.  AUTOMOBILE CAN GO ONLY
 BK3200'AS FAR AS GUM COVE FERRY.
 BK3200'
 BK3200'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BK3200
 BK3200                          STATION RECOVERY (1947)
 BK3200
 BK3200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3200'STATION SEARCHED FOR BUT NOT RECOVERED.  STATION BELIEVED
 BK3200'TO BE INTACT, BUT HEAVY GROWTH ON SPOIL BANK PREVENTS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2777 ***********************************************************************
 BX2777  DESIGNATION -  GUM SPRINGS
 BX2777  PID         -  BX2777
 BX2777  STATE/COUNTY-  LA/WINN
 BX2777  USGS QUAD   -  CALVIN (1983)
 BX2777
 BX2777                         *CURRENT SURVEY CONTROL
 BX2777  ___________________________________________________________________
 BX2777* NAD 83(1992)-  31 54 00.18835(N)    092 46 59.41049(W)     ADJUSTED  
 BX2777* NAVD 88     -        97.5    (meters)     320.     (feet)  VERTCON   
 BX2777  ___________________________________________________________________
 BX2777  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BX2777  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX2777
 BX2777  HORZ ORDER  -  FIRST
 BX2777
 BX2777.The horizontal coordinates were established by classical geodetic methods
 BX2777.and adjusted by the National Geodetic Survey in January 1993..
 BX2777
 BX2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2777
 BX2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2777
 BX2777.The geoid height was determined by GEOID03.
 BX2777
 BX2777;                    North         East     Units Scale Factor Converg.
 BX2777;SPC LA N     -   155,265.568   973,215.744   MT  0.99991479   -0 08 59.0
 BX2777;SPC LA N     -   509,400.45  3,192,958.65   sFT  0.99991479   -0 08 59.0
 BX2777;UTM  15      - 3,529,377.836   520,503.000   MT  0.99960518   +0 06 52.5
 BX2777
 BX2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2777!SPC LA N     -   0.99998875  x   0.99991479  =   0.99990355
 BX2777!UTM  15      -   0.99998875  x   0.99960518  =   0.99959394
 BX2777
 BX2777:                Primary Azimuth Mark                     Grid Az
 BX2777:SPC LA N     -  GUM SPRINGS AZ MK                        072 09 19.1
 BX2777:UTM  15      -  GUM SPRINGS AZ MK                        071 53 27.6
 BX2777
 BX2777|---------------------------------------------------------------------|
 BX2777| PID    Reference Object                     Distance      Geod. Az  |
 BX2777|                                                           dddmmss.s |
 BX2777| CY3707 GUM SPRINGS AZ MK                                  0720020.1 |
 BX2777| BX2748 WINNFIELD CABLE TV MAST             APPROX.13.9 KM 0743945.3 |
 BX2777| BX2738 WINNFIELD TREMONT LUM CO S TK       APPROX.19.2 KM 0745123.8 |
 BX2777| BX2746 WINNFIELD NEW MUN WATER TANK        APPROX.13.9 KM 0794622.2 |
 BX2777| BX2747 WINNFIELD KC SO KEY 88 MICRO        APPROX.13.7 KM 0800423.6 |
 BX2777| CY3708 GUM SPRINGS RM 1                     28.079 METERS 09112     |
 BX2777| BX2737 WINNFIELD S CEN TT MICROWAVE        APPROX.19.0 KM 0961418.9 |
 BX2777| BX2776 GUM SPRINGS LOOKOUT TOWER           117.717 METERS 16506     |
 BX2777| CY3709 GUM SPRINGS RM 2                     32.342 METERS 21209     |
 BX2777|---------------------------------------------------------------------|
 BX2777
 BX2777                          SUPERSEDED SURVEY CONTROL
 BX2777
 BX2777  NAD 83(1986)-  31 54 00.20277(N)    092 46 59.40197(W) AD(       ) 1
 BX2777  NAD 27      -  31 53 59.61474(N)    092 46 58.85121(W) AD(       ) 1
 BX2777  NGVD 29 (07/19/86)   97.5    (m)          320.     (f) VERT ANG       
 BX2777
 BX2777.Superseded values are not recommended for survey control.
 BX2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2777.See file dsdata.txt to determine how the superseded data were derived.
 BX2777
 BX2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2050329378(NAD 83)
 BX2777_MARKER: DS = TRIANGULATION STATION DISK
 BX2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2777
 BX2777  HISTORY     - Date     Condition        Report By
 BX2777  HISTORY     - 1969     MONUMENTED       CGS
 BX2777  HISTORY     - 19981017 GOOD             USPSQD
 BX2777  HISTORY     - 20010922 GOOD             USPSQD
 BX2777
 BX2777                          STATION DESCRIPTION
 BX2777
 BX2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2777'THE STATION IS LOCATED 8-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF
 BX2777'WINNFIELD, 4-1/2 MILES SOUTH-SOUTHWEST OF CALVIN AND 0.1 MILE
 BX2777'WEST OF THE GUM SPRINGS RECREATION AREA ENTRANCE, ON THE NORTH
 BX2777'SIDE OF U.S. HIGHWAY 84 ON LAND OWNED BY THE KISATCHIE NATIONAL
 BX2777'FOREST.
 BX2777'
 BX2777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 BX2777'STATE HIGHWAY 477 AT ST. MAURICE, GO NORTHEASTERLY ON HIGHWAY 477
 BX2777'FOR 7.25 MILES TO THE JUNCTION OF U.S. HIGHWAY 84.  TURN RIGHT
 BX2777'AND GO EASTERLY ON HIGHWAY 84 FOR 8.35 MILES TO THE GUM SPRINGS
 BX2777'LOOKOUT TOWER ON THE RIGHT AND THE STATION ON THE LEFT.
 BX2777'
 BX2777'THE STATION MARK IS A STANDARD DISK STAMPED GUM SPRINGS 1969,
 BX2777'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12-INCHES IN
 BX2777'DIAMETER AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT
 BX2777'IS 111.5 FEET NORTHWEST OF A POWER POLE, 76.5 FEET NORTH-NORTHWEST
 BX2777'OF THE CENTER OF HIGHWAY 84, 50 FEET NORTH-NORTHWEST OF A FENCE
 BX2777'AND 2.1 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 BX2777'ATTACHED.  THE UNDERGROUND MARK IS A STANDARD DISK, UNSTAMPED,
 BX2777'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 BX2777'SURFACE OF THE GROUND.
 BX2777'
 BX2777'REFERENCE MARK NO. 1 IS A STANDARD AZIMUTH MARK DISK STAMPED
 BX2777'GUM SPRINGS REF. NO 1 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX2777'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 BX2777'GROUND.  IT IS 64.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 84,
 BX2777'34.5 FEET NORTH-NORTHEAST OF THE POWER POLE AND 1.6 FEET WEST OF
 BX2777'A CORNER FENCE POST.
 BX2777'
 BX2777'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GUM SPRINGS
 BX2777'NO 2 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2777'MONUMENT THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT
 BX2777'IS 60 FEET NORTHWEST OF THE CENTER OF HIGHWAY 84, 21 FEET
 BX2777'NORTHEAST OF A CORNER FENCE POST AND 1.2 FEET NORTHWEST OF
 BX2777'THE FENCE.
 BX2777'
 BX2777'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BX2777'GUM SPRINGS AZIMUTH 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX2777'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF
 BX2777'THE GROUND.  IT IS 49 FEET NORTH-NORTHWEST OF THE CENTER OF
 BX2777'HIGHWAY 84, 1.8 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 BX2777'WITH SIGN ATTACHED AND 1.2 FEET SOUTH-SOUTHEAST OF A FENCE.
 BX2777'
 BX2777'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 BX2777'HIGHWAY 84 FOR 0.4 MILE TO THE TOP OF A SMALL HILL AND THE
 BX2777'AZIMUTH MARK ON THE LEFT.
 BX2777'
 BX2777'NOTE--UNABLE TO MEASURE BETWEEN REFERENCE MARKS.
 BX2777'
 BX2777'HEIGHT OF LIGHT ABOVE STATION MARK 34.33 METERS.
 BX2777
 BX2777                          STATION RECOVERY (1998)
 BX2777
 BX2777'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2777'RECOVERED IN GOOD CONDITION.
 BX2777
 BX2777                          STATION RECOVERY (2001)
 BX2777
 BX2777'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2776 ***********************************************************************
 BX2776  DESIGNATION -  GUM SPRINGS LOOKOUT TOWER
 BX2776  PID         -  BX2776
 BX2776  STATE/COUNTY-  LA/WINN
 BX2776  USGS QUAD   -  CALVIN (1983)
 BX2776
 BX2776                         *CURRENT SURVEY CONTROL
 BX2776  ___________________________________________________________________
 BX2776* NAD 83(1992)-  31 53 56.49508(N)    092 46 58.25841(W)     ADJUSTED  
 BX2776* NAVD 88     -                                                        
 BX2776  ___________________________________________________________________
 BX2776  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BX2776  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX2776
 BX2776  HORZ ORDER  -  THIRD
 BX2776
 BX2776.The horizontal coordinates were established by classical geodetic methods
 BX2776.and adjusted by the National Geodetic Survey in January 1993..
 BX2776
 BX2776
 BX2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2776
 BX2776.The geoid height was determined by GEOID03.
 BX2776
 BX2776;                    North         East     Units Scale Factor Converg.
 BX2776;SPC LA N     -   155,151.741   973,245.718   MT  0.99991479   -0 08 58.4
 BX2776;SPC LA N     -   509,027.00  3,193,056.99   sFT  0.99991479   -0 08 58.4
 BX2776;UTM  15      - 3,529,264.183   520,533.488   MT  0.99960520   +0 06 53.1
 BX2776
 BX2776                          SUPERSEDED SURVEY CONTROL
 BX2776
 BX2776  NAD 83(1986)-  31 53 56.50951(N)    092 46 58.24993(W) AD(       ) 4
 BX2776  NAD 27      -  31 53 55.92156(N)    092 46 57.69923(W) AD(       ) 3
 BX2776
 BX2776.Superseded values are not recommended for survey control.
 BX2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2776.See file dsdata.txt to determine how the superseded data were derived.
 BX2776
 BX2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2053329264(NAD 83)
 BX2776_MARKER: 57 = LOOKOUT TOWER
 BX2776
 BX2776  HISTORY     - Date     Condition        Report By
 BX2776  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2776  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX2776
 BX2776                          STATION DESCRIPTION
 BX2776
 BX2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2776'THE TOP CENTER OF THE ROOF OF A CABIN SURMOUNTED ON A FOUR-LEGGED
 BX2776'STEEL STRUCTURE WITH AN OVER-ALL HEIGHT OF ABOUT 120 FEET.  IT
 BX2776'IS 8-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF WINNFIELD, 4-1/2
 BX2776'MILES SOUTH-SOUTHWEST OF CALVIN AND 0.1 MILE WEST OF THE GUM
 BX2776'SPRINGS RECREATION AREA ENTRANCE, ABOUT 225 FEET SOUTH OF THE
 BX2776'CENTER OF U.S. HIGHWAY 84 AND ON LAND OWNED BY THE KISATCHIE
 BX2776'NATIONAL FOREST.
 BX2776
 BX2776                          STATION RECOVERY (1998)
 BX2776
 BX2776'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0773 ***********************************************************************
 AV0773  DESIGNATION -  GUN
 AV0773  PID         -  AV0773
 AV0773  STATE/COUNTY-  LA/CAMERON
 AV0773  USGS QUAD   -  BOUDREAUX LAKE (1982)
 AV0773
 AV0773                         *CURRENT SURVEY CONTROL
 AV0773  ___________________________________________________________________
 AV0773* NAD 83(1992)-  29 55 49.39520(N)    093 01 48.51628(W)     ADJUSTED  
 AV0773* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0773  **This station is located in a subsidence area (see below).
 AV0773  ___________________________________________________________________
 AV0773  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AV0773  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AV0773
 AV0773  HORZ ORDER  -  SECOND
 AV0773
 AV0773.The horizontal coordinates were established by classical geodetic methods
 AV0773.and adjusted by the National Geodetic Survey in January 1993..
 AV0773
 AV0773 ** The orthometric height has not been validated since last determined
 AV0773 ** by differential leveling and should not be used for control purposes.
 AV0773 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0773 ** area with valid NAVD 88 orthometric heights.
 AV0773 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0773 ** epoch indicated which incorporates improved geoid heights for the
 AV0773 ** Southern Louisiana Subsidence area.
 AV0773 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0773.The orthometric height was scaled from a topographic map.
 AV0773
 AV0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0773
 AV0773.The geoid height was determined by GEOID03.
 AV0773
 AV0773;                    North         East     Units Scale Factor Converg.
 AV0773;SPC LA S     -   159,763.210   836,184.992   MT  0.99992650   -0 50 54.3
 AV0773;SPC LA S     -   524,156.46  2,743,383.59   sFT  0.99992650   -0 50 54.3
 AV0773;UTM  15      - 3,311,072.152   497,090.711   MT  0.99960010   -0 00 54.1
 AV0773
 AV0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0773!SPC LA S     -   1.00000422  x   0.99992650  =   0.99993072
 AV0773!UTM  15      -   1.00000422  x   0.99960010  =   0.99960432
 AV0773
 AV0773:                Primary Azimuth Mark                     Grid Az
 AV0773:SPC LA S     -  COASTAL CLUB                             001 04 55.3
 AV0773:UTM  15      -  COASTAL CLUB                             000 14 55.1
 AV0773
 AV0773|---------------------------------------------------------------------|
 AV0773| PID    Reference Object                     Distance      Geod. Az  |
 AV0773|                                                           dddmmss.s |
 AV0773| BK3102 COASTAL CLUB                        APPROX. 8.0 KM 0001401.0 |
 AV0773| CV9853 GUN RM 2                             20.555 METERS 00432     |
 AV0773| AV0796 SWEET LAKE N TWIN STEEL STACK       APPROX.10.6 KM 2764431.3 |
 AV0773| AV0795 NORTH SWEET LAKE AIR SEPARATOR      APPROX.10.6 KM 2765654.2 |
 AV0773| CV9852 GUN RM 1                             52.525 METERS 30107     |
 AV0773| CV9851 GUN RM                               52.639 METERS 30136     |
 AV0773| AV0799 SWEET LAKE SMALL STEEL TANK         APPROX.11.3 KM 3013649.6 |
 AV0773| AV0794 BLACK TOP SILVER STACK              APPROX.11.3 KM 3013857.2 |
 AV0773| AV0801 SHORTER EASTERN OF TWO STACKS       APPROX.11.4 KM 3022136.0 |
 AV0773| AV0802 TALLER WESTERN OF TWO STACKS        APPROX.11.4 KM 3022121.2 |
 AV0773|---------------------------------------------------------------------|
 AV0773
 AV0773                          SUPERSEDED SURVEY CONTROL
 AV0773
 AV0773  NAD 83(1986)-  29 55 49.41995(N)    093 01 48.50177(W) AD(       ) 2
 AV0773  NAD 27      -  29 55 48.65700(N)    093 01 47.92600(W) AD(       ) 2
 AV0773
 AV0773.Superseded values are not recommended for survey control.
 AV0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0773.See file dsdata.txt to determine how the superseded data were derived.
 AV0773
 AV0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9709111072(NAD 83)
 AV0773_MARKER: DS = TRIANGULATION STATION DISK
 AV0773_SETTING: 0 = UNSPECIFIED SETTING
 AV0773
 AV0773  HISTORY     - Date     Condition        Report By
 AV0773  HISTORY     - 1934     MONUMENTED       CGS
 AV0773  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0773  HISTORY     - 19750105 MARK NOT FOUND   USGS
 AV0773
 AV0773                          STATION DESCRIPTION
 AV0773
 AV0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0773'STATION IS AT THE T-JUNCTION OF THE INTRACOASTAL CANAL AND THE
 AV0773'NORTH AMERICAN LAND AND TIMBER COMPANY CANAL, APPROXIMATELY
 AV0773'14 STATUTE MILES SE OF GRAND LAKE FERRY ACROSS THE INTRACOASTAL
 AV0773'CANAL ALONG THE LATTER.  IT IS 7.5 METERS N OF THE N BANK
 AV0773'OF INTRACOASTAL CANAL AND 14 METERS W OF W BANK OF NORTH
 AV0773'AMERICAN LAND AND TIMBER CANAL ON A SPOIL BANK.
 AV0773'
 AV0773'STATION MARK IS A STANDARD U.S.G.S. BRONZE DISK SET IN A
 AV0773'CONCRETE POST, 10 INCHES SQUARE, PROJECTING 1 FOOT ABOVE THE
 AV0773'GROUND, STAMPED GUN - 1933.
 AV0773'
 AV0773'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. REFERENCE DISK SET IN
 AV0773'A CONCRETE POST 10 INCHES SQUARE.
 AV0773'
 AV0773'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE
 AV0773'DISK SET IN A CONCRETE MONUMENT 8-1/2 INCHES SQUARE, FLUSH
 AV0773'WITH THE GROUND, STAMPED NO. 2, 1934.
 AV0773'
 AV0773'HEIGHT OF SIGNAL ABOVE STATION MARK - 9-1/2 METERS.
 AV0773
 AV0773                          STATION RECOVERY (1947)
 AV0773
 AV0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0773'STATION MARK IS LOST DUE TO WIDENING OF CANAL.  REFERENCE MARKS 1
 AV0773'AND 2 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AV0773
 AV0773                          STATION RECOVERY (1975)
 AV0773
 AV0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JFS)
 AV0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3298 ***********************************************************************
 AU3298  DESIGNATION -  GUNTHER
 AU3298  PID         -  AU3298
 AU3298  STATE/COUNTY-  LA/PLAQUEMINES
 AU3298  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3298
 AU3298                         *CURRENT SURVEY CONTROL
 AU3298  ___________________________________________________________________
 AU3298* NAD 83(1992)-  29 49 59.85304(N)    090 03 02.23843(W)     ADJUSTED  
 AU3298* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 AU3298  **This station is located in a subsidence area (see below).
 AU3298  ___________________________________________________________________
 AU3298  X           -      -4,892.432 (meters)                     COMP
 AU3298  Y           -  -5,537,450.030 (meters)                     COMP
 AU3298  Z           -   3,154,344.384 (meters)                     COMP
 AU3298  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU3298  ELLIP HEIGHT-         -24.21  (meters)          (09/30/02) GPS OBS
 AU3298  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AU3298
 AU3298  HORZ ORDER  -  FIRST
 AU3298  ELLP ORDER  -  FOURTH    CLASS II
 AU3298
 AU3298.The horizontal coordinates were established by GPS observations
 AU3298.and adjusted by the National Geodetic Survey in January 1993..
 AU3298
 AU3298 ** The orthometric height has not been validated since last determined
 AU3298 ** by differential leveling and should not be used for control purposes.
 AU3298 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3298 ** area with valid NAVD 88 orthometric heights.
 AU3298 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3298 ** epoch indicated which incorporates improved geoid heights for the
 AU3298 ** Southern Louisiana Subsidence area.
 AU3298 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3298
 AU3298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3298
 AU3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3298
 AU3298.The ellipsoidal height was determined by GPS observations
 AU3298.and is referenced to NAD 83.
 AU3298
 AU3298.The geoid height was determined by GEOID03.
 AU3298
 AU3298;                    North         East     Units Scale Factor Converg.
 AU3298;SPC LA S     -   148,481.870 1,123,959.135   MT  0.99993000   +0 38 28.9
 AU3298;SPC LA S     -   487,144.27  3,687,522.60   sFT  0.99993000   +0 38 28.9
 AU3298;UTM  15      - 3,303,964.266   784,998.972   MT  1.00060228   +1 28 05.7
 AU3298;UTM  16      - 3,304,219.454   205,213.219   MT  1.00067232   -1 31 07.4
 AU3298
 AU3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3298!SPC LA S     -   1.00000380  x   0.99993000  =   0.99993380
 AU3298!UTM  15      -   1.00000380  x   1.00060228  =   1.00060608
 AU3298!UTM  16      -   1.00000380  x   1.00067232  =   1.00067612
 AU3298
 AU3298                          SUPERSEDED SURVEY CONTROL
 AU3298
 AU3298  NAD 83(1986)-  29 49 59.86977(N)    090 03 02.23947(W) AD(       ) 1
 AU3298  NAD 27      -  29 49 59.12323(N)    090 03 01.98235(W) AD(       ) 1
 AU3298  NGVD 29 (05/20/88)    1.7    (m)            6.     (f) GPS OBS        
 AU3298
 AU3298.Superseded values are not recommended for survey control.
 AU3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3298.See file dsdata.txt to determine how the superseded data were derived.
 AU3298
 AU3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8499903964(NAD 83)
 AU3298_MARKER: DS = TRIANGULATION STATION DISK
 AU3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3298_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3298+STABILITY: SURFACE MOTION
 AU3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3298+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3298
 AU3298  HISTORY     - Date     Condition        Report By
 AU3298  HISTORY     - 1987     MONUMENTED       LADTD
 AU3298
 AU3298                          STATION DESCRIPTION
 AU3298
 AU3298'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3298'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 AU3298'WEST OF CALLENDER U.S. NAVAL AIR STATION,
 AU3298'8 KM (5 MI) SOUTH OF GRETNA,
 AU3298'1.6 KM (1 MI) NORTHEAST OF THE CONFLUENCE OF THE MAIN AND ALTERNATE
 AU3298'ROUTE OF THE INTRACOASTAL WATERWAY AT THE HERO CUTOFF,
 AU3298'0.6 KM (0.4 MI) SOUTHEAST OF THE JEFFERSON PARISH LINE, ON THE
 AU3298'ENTERIOR SIDE OF THE LEVEE ALONG THE ALTERNATE ROUTE OF THE
 AU3298'WATERWAY.
 AU3298'OWNERSHIP--PLAQUEMINES PARISH LEVEE DISTRICT.
 AU3298'
 AU3298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 AU3298'AND STATE HIGHWAY 23 IN GRETNA, GO SOUTHWEST FOR
 AU3298'2.44 KM (1.5 MI) ON HIGHWAY 90 BUSINESS (GROUND LEVEL, NOT ON THE
 AU3298'ELEVATED EXPRESSWAY TO A T-ROAD AT THE HARVEY CANAL.
 AU3298'TURN LEFT AND GO SOUTH FOR 7.2 KM (4.5 MI) ON STATE HIGHWAY 3017 TO
 AU3298'THE BRIDGE OVER BAYOU BARATARIA AT THE PARISH LINE.
 AU3298'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.24 KM (0.15 MI) ON
 AU3298'HIGHWAY 3017 TO A ROAD ON THE RIGHT AT THE EAST END OF A CURVE AND
 AU3298'THE AZIMUTH MARK ON THE RIGHT.
 AU3298'TURN RIGHT AND GO SOUTH FOR 0.36 KM (0.2 MI) ON THE PAVED ROAD TO
 AU3298'THE LEVEE AND THE STATION ON THE LEFT ON THE INSIDE OF THE LEVEE.
 AU3298'
 AU3298'THE STATION IS A STANDARD NGS DISK
 AU3298'STAMPED---GUNTHER JPW 1987---,
 AU3298'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3298'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 AU3298'5.2 METERS (17 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE LEVEE
 AU3298'ROAD,
 AU3298'5 METERS (16 FT) EAST-SOUTHEAST FROM THE EXTENDED EAST CURB OF
 AU3298'GUNTHER LANE,
 AU3298'0.5 METERS (1.6 FT) WEST FROM A 15-CM IRON PIPE PROJECTING 1.4
 AU3298'METERS (AN OLD GATE POST) AND
 AU3298'0.4 METERS (1.3 FT) WEST FROM A FIBERGLASS WITNESS POST.
 AU3298'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3298'STAMPED---GUNTHER JPW 1987---,
 AU3298'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3299 ***********************************************************************
 AU3299  DESIGNATION -  GUNTHER AZ MK
 AU3299  PID         -  AU3299
 AU3299  STATE/COUNTY-  LA/PLAQUEMINES
 AU3299  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3299
 AU3299                         *CURRENT SURVEY CONTROL
 AU3299  ___________________________________________________________________
 AU3299* NAD 83(1992)-  29 50 10.13110(N)    090 03 06.31433(W)     ADJUSTED  
 AU3299* NAVD 88     -        -0.5  **(meters)      -2.   **(feet)  VERTCON   
 AU3299  **This station is located in a subsidence area (see below).
 AU3299  ___________________________________________________________________
 AU3299  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3299  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AU3299
 AU3299  HORZ ORDER  -  SECOND
 AU3299
 AU3299.The horizontal coordinates were established by classical geodetic methods
 AU3299.and adjusted by the National Geodetic Survey in January 1993..
 AU3299.No horizontal observational check was made to the station.
 AU3299
 AU3299 ** The orthometric height has not been validated since last determined
 AU3299 ** by differential leveling and should not be used for control purposes.
 AU3299 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3299 ** area with valid NAVD 88 orthometric heights.
 AU3299 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3299 ** epoch indicated which incorporates improved geoid heights for the
 AU3299 ** Southern Louisiana Subsidence area.
 AU3299 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3299
 AU3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3299
 AU3299.The geoid height was determined by GEOID03.
 AU3299
 AU3299;                    North         East     Units Scale Factor Converg.
 AU3299;SPC LA S     -   148,797.081 1,123,846.186   MT  0.99992985   +0 38 26.9
 AU3299;SPC LA S     -   488,178.42  3,687,152.03   sFT  0.99992985   +0 38 26.9
 AU3299;UTM  15      - 3,304,278.025   784,881.408   MT  1.00060146   +1 28 04.1
 AU3299;UTM  16      - 3,304,538.936   205,112.157   MT  1.00067306   -1 31 09.9
 AU3299
 AU3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3299!SPC LA S     -   1.00000412  x   0.99992985  =   0.99993397
 AU3299!UTM  15      -   1.00000412  x   1.00060146  =   1.00060558
 AU3299!UTM  16      -   1.00000412  x   1.00067306  =   1.00067718
 AU3299
 AU3299                          SUPERSEDED SURVEY CONTROL
 AU3299
 AU3299  NAD 83(1986)-  29 50 10.14782(N)    090 03 06.31536(W) AD(       ) 2
 AU3299  NAD 27      -  29 50 09.40161(N)    090 03 06.05814(W) AD(       ) 2
 AU3299  NGVD 29 (05/20/88)   -0.4    (m)           -1.     (f) VERT ANG       
 AU3299
 AU3299.Superseded values are not recommended for survey control.
 AU3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3299.See file dsdata.txt to determine how the superseded data were derived.
 AU3299
 AU3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8488104278(NAD 83)
 AU3299_MARKER: DZ = AZIMUTH MARK DISK
 AU3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3299_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3299+STABILITY: SURFACE MOTION
 AU3299
 AU3299  HISTORY     - Date     Condition        Report By
 AU3299  HISTORY     - 1987     MONUMENTED       LADTD
 AU3299
 AU3299                          STATION DESCRIPTION
 AU3299
 AU3299'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3299'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 AU3299'WEST OF CALLENDER NAVAL AIR STATION,
 AU3299'8 KM (5 MI) SOUTH OF GRETNA, AND
 AU3299'0.6 KM (0.4 MI) SOUTHEAST OF THE JEFFERSON PARISH LINE.
 AU3299'OWNERSHIP--PLAQUEMINES PARISH LEVEE DISTRICT.
 AU3299'
 AU3299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 AU3299'AND STATE HIGHWAY 23 IN GRETNA  GO SOUTHWEST FOR
 AU3299'2.44 KM (1.5 MI) ON 90 BUSINESS ON GROUND LEVEL (NOT THE ELEVATED
 AU3299'EXPRESSWAY TO A T-ROAD AT THE HARVEY CANAL.
 AU3299'TURN RIGHT AND GO SOUTH FOR 7.2 KM (4.5 MI) ON STATE HIGHWAY 3017
 AU3299'TO THE BRIDGE OVER BAYOU BARATARIA AT THE PARISH LINE.
 AU3299'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.24 KM (0.15 MI) ON
 AU3299'HIGHWAY 3917 TO A ROAD RIGHT AT THE EAST END OF A CURVE AND THE
 AU3299'MARK ON THE RIGHT AND EAST OF THE ROAD
 AU3299'
 AU3299'THE STATION IS A STANDARD NGS DISK
 AU3299'STAMPED---GUNTHER JPW 1987---,
 AU3299'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3299'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3299'21.7 METERS (71.2 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 AU3299'3.1 METERS (10.1 FT) EAST-SOUTHEAST FROM THE STREET CURB,
 AU3299'2.2 METERS (7.2 FT) SOUTHEAST FROM A UTILITY POLE,
 AU3299'1.1 METERS (3.6 FT) NORTHWEST FROM THE WEST END OF A PIPE AND CABLE
 AU3299'FENCE, AND
 AU3299'0.6 METERS (2 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0750 ***********************************************************************
 BX0750  DESIGNATION -  GUTHIER=V 13 RESET
 BX0750  PID         -  BX0750
 BX0750  STATE/COUNTY-  LA/RAPIDES
 BX0750  USGS QUAD   -  LATANIER (1993)
 BX0750
 BX0750                         *CURRENT SURVEY CONTROL
 BX0750  ___________________________________________________________________
 BX0750* NAD 83(1992)-  31 12 44.87774(N)    092 22 06.91520(W)     ADJUSTED  
 BX0750* NAVD 88     -        21.58   (+/-2cm)      70.8    (feet)  VERTCON   
 BX0750  ___________________________________________________________________
 BX0750  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BX0750  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX0750
 BX0750  HORZ ORDER  -  FIRST
 BX0750  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0750
 BX0750.The horizontal coordinates were established by classical geodetic methods
 BX0750.and adjusted by the National Geodetic Survey in January 1993..
 BX0750
 BX0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0750.The vertical order pertains to the NGVD 29 superseded value.
 BX0750
 BX0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0750
 BX0750.The geoid height was determined by GEOID03.
 BX0750
 BX0750;                    North         East     Units Scale Factor Converg.
 BX0750;SPC LA N     -    79,003.772 1,012,522.407   MT  0.99998993   +0 04 10.1
 BX0750;SPC LA N     -   259,198.21  3,321,917.26   sFT  0.99998993   +0 04 10.1
 BX0750;UTM  15      - 3,453,320.639   560,144.966   MT  0.99964462   +0 19 38.0
 BX0750
 BX0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0750!SPC LA N     -   1.00000081  x   0.99998993  =   0.99999074
 BX0750!UTM  15      -   1.00000081  x   0.99964462  =   0.99964543
 BX0750
 BX0750|---------------------------------------------------------------------|
 BX0750| PID    Reference Object                     Distance      Geod. Az  |
 BX0750|                                                           dddmmss.s |
 BX0750| CY3710 GUTHIER RM                                         25624     |
 BX0750|---------------------------------------------------------------------|
 BX0750
 BX0750                          SUPERSEDED SURVEY CONTROL
 BX0750
 BX0750  NAD 83(1986)-  31 12 44.89738(N)    092 22 06.91025(W) AD(       ) 1
 BX0750  NAD 27      -  31 12 44.22914(N)    092 22 06.42816(W) AD(       ) 1
 BX0750  NGVD 29 (??/??/??)   21.562  (m)           70.74   (f) ADJUSTED    1 2
 BX0750
 BX0750.Superseded values are not recommended for survey control.
 BX0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0750.See file dsdata.txt to determine how the superseded data were derived.
 BX0750
 BX0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6014553321(NAD 83)
 BX0750_MARKER: DE = TRAVERSE STATION DISK
 BX0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0750_STAMPING: GUTHIER V-13
 BX0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0750+STABILITY: SURFACE MOTION
 BX0750
 BX0750  HISTORY     - Date     Condition        Report By
 BX0750  HISTORY     - 1919     MONUMENTED       CGS
 BX0750  HISTORY     - 1934     GOOD             CGS
 BX0750  HISTORY     - 1934     GOOD             CGS
 BX0750  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX0750  HISTORY     - 1938     GOOD             CGS
 BX0750  HISTORY     - 1944     GOOD             USE
 BX0750  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0750  HISTORY     - 1966     GOOD             CGS
 BX0750
 BX0750                          STATION DESCRIPTION
 BX0750
 BX0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX0750'STATION IS ABOUT 7-3/4 MILES E OF ALEXANDRIA, JUST OUTSIDE OF
 BX0750'LOUISIANA RAILWAY AND NAVIGATION COMPANY RIGHT-OF-WAY, AT POINT
 BX0750'OF INTERSECTION OF S RAIL TANGENTS FROM W AND E, 13 TELEGRAPH
 BX0750'POLES W OF MILEPOST NO. 131, AND 8.1 METERS (27 FEET) S OF
 BX0750'CENTER LINE OF MAIN TRACK.
 BX0750'
 BX0750'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX0750'DISKS SET IN CONCRETE.
 BX0750'
 BX0750'REFERENCE MARK IS 11.692 METERS (38.36 FEET) FROM STATION,
 BX0750'S 76 DEG 24 MIN W.
 BX0750
 BX0750                          STATION RECOVERY (1934)
 BX0750
 BX0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 BX0750'STATION FOUND AS DESCRIBED.  STATION MARK IN GOOD CONDITION
 BX0750'BUT REFERENCE MARK DESTROYED.
 BX0750
 BX0750                          STATION RECOVERY (1934)
 BX0750
 BX0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX0750'STATION IS ABOUT 8 MILES SE OF ALEXANDRIA, IN SE CORNER OF LOT 72,
 BX0750'T 3 N, R 1 E, ON LAND OWNED AND OCCUPIED BY ALLEN AND ALBERT
 BX0750'WILSON, 23 FEET W OF W RAIL OF LOUISIANA AND ARKANSAS RAILROAD
 BX0750'AND 3 FEET W OF N-S FENCE.
 BX0750'
 BX0750'TO REACH FROM ALEXANDRIA, GO E ON STATE HIGHWAY 5, FROM FIRST
 BX0750'STOP LIGHT S OF BRIDGE 5.2 MILES TO END OF PAVEMENT AND FORKS,
 BX0750'TAKE RIGHT FORK ON OLD GRADE 3.5 MILES TO STATION ON RIGHT
 BX0750'AT OLD BAYOU.
 BX0750'
 BX0750'A FIRST-ORDER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 BX0750'STATION WILSON AND MEASURED DISTANCE CORRECTED FOR INCLINATION.
 BX0750'DISTANCE MEASURED WAS 3.126 METERS (10.258 FEET).  DIRECTION
 BX0750'WAS ALSO OBSERVED FROM WILSON.
 BX0750
 BX0750                          STATION RECOVERY (1935)
 BX0750
 BX0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX0750'STATION SEARCHED FOR BUT NOT RECOVERED.  A HOLE IN GROUND WAS
 BX0750'FOUND IN ASSUMED LOCATION OF STATION.  REFERENCE MARK WITH
 BX0750'TABLET IN IT WAS FOUND IN DITCH.
 BX0750'
 BX0750'TRIANGULATION STATION WILSON WAS RECOVERED IN GOOD CONDITION
 BX0750'ABOUT 9 FEET S OF FORMER LOCATION OF STATION GUTHIER.
 BX0750
 BX0750                          STATION RECOVERY (1938)
 BX0750
 BX0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TGB)
 BX0750'STATION RECOVERED BY LEVELING PARTY.  MARK IS IN GOOD CONDITION.
 BX0750'
 BX0750'AT THE INTERSECTION OF THE PROLONGATIONS OF THE S RAILS OF
 BX0750'THE TANGENTS TO THE E AND W, 0.15 MILE W OF FARM TRAIL CROSSING
 BX0750'TRACK, 72 FEET W OF THE PROJECTION OF A LINE ALONG THE W SIDE
 BX0750'OF A WHITE FARMHOUSE OF ALBERT WILSON, 25 FEET S OF S RAIL.
 BX0750'CONCRETE POST WITH BRONZE CAP.  (TRAVERSE STATION.)
 BX0750
 BX0750                          STATION RECOVERY (1944)
 BX0750
 BX0750'RECOVERY NOTE BY US ENGINEERS 1944
 BX0750'LETTER OF JUNE 26, 1944, FROM U.S. ENGINEER OFFICE, VICKSBURG,
 BX0750'MISS--
 BX0750'
 BX0750'BENCH MARK CARD INDEX OF THIS OFFICE SHOWS P.B.M. TRI. STA.
 BX0750'GUTHIER 1919=V 13 WAS REPORTED DESTROYED BY THE LOUISIANA
 BX0750'GEODETIC SURVEY SOMETIME SUBSEQUENT TO THE YEAR 1938.  THE DATE
 BX0750'OF THE REPORT, WHICH WAS VERBAL, WAS NOT RECORDED.
 BX0750
 BX0750                          STATION RECOVERY (1966)
 BX0750
 BX0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 BX0750'ABOUT 1 HOUR WAS SPENT IN SEARCHING FOR THIS MARK BUT IT WAS
 BX0750'NOT RECOVERED.
 BX0750
 BX0750                          STATION RECOVERY (1966)
 BX0750
 BX0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0750'0.8 MI NW FROM LATANIER.
 BX0750'0.8 MILES NW OF L AND A STATION AT THE INTERSECTION OF THE
 BX0750'PROLONGATIONS OF THE S RAILS OF THE TANGENTS TO THE E AND W, 0.15 MILE
 BX0750'W OF FARM TRAIL CROSSING TRACK, 72 FEET W OF THE PROJECTION OF A LINE
 BX0750'ALONG THE W SIDE OF A WHITE FARM HOUSE OF ALBERT WILSON, 25 FEET S OF
 BX0750'S RAIL.  CONCRETE POST WITH BRONZE CAP (TRAVERSE STATION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1514 ***********************************************************************
 BK1514  DESIGNATION -  GUY
 BK1514  PID         -  BK1514
 BK1514  STATE/COUNTY-  LA/CALCASIEU
 BK1514  USGS QUAD   -  WESTLAKE (1996)
 BK1514
 BK1514                         *CURRENT SURVEY CONTROL
 BK1514  ___________________________________________________________________
 BK1514* NAD 83(1992)-  30 08 08.51209(N)    093 19 09.91594(W)     ADJUSTED  
 BK1514* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BK1514  **This station is located in a subsidence area (see below).
 BK1514  ___________________________________________________________________
 BK1514  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK1514  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK1514  DYNAMIC HT  -           2.5   (meters)       8.    (feet)  COMP
 BK1514  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 BK1514
 BK1514  HORZ ORDER  -  SECOND
 BK1514  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1514
 BK1514.The horizontal coordinates were established by classical geodetic methods
 BK1514.and adjusted by the National Geodetic Survey in January 1993..
 BK1514
 BK1514 ** The orthometric height has not been validated since last determined
 BK1514 ** by differential leveling and should not be used for control purposes.
 BK1514 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1514 ** area with valid NAVD 88 orthometric heights.
 BK1514 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1514 ** epoch indicated which incorporates improved geoid heights for the
 BK1514 ** Southern Louisiana Subsidence area.
 BK1514 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1514.The orthometric height was scaled from a topographic map.
 BK1514.The vertical order pertains to the NGVD 29 superseded value.
 BK1514
 BK1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1514
 BK1514.The geoid height was determined by GEOID03.
 BK1514
 BK1514.The dynamic height is computed by dividing the NAVD 88
 BK1514.geopotential number by the normal gravity value computed on the
 BK1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1514.degrees latitude (g = 980.6199 gals.).
 BK1514
 BK1514.The modeled gravity was interpolated from observed gravity values.
 BK1514
 BK1514;                    North         East     Units Scale Factor Converg.
 BK1514;SPC LA S     -   182,966.172   808,654.294   MT  0.99992850   -0 59 35.0
 BK1514;SPC LA S     -   600,281.52  2,653,059.96   sFT  0.99992850   -0 59 35.0
 BK1514;UTM  15      - 3,333,864.979   469,234.495   MT  0.99961168   -0 09 37.3
 BK1514
 BK1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1514!SPC LA S     -   1.00000389  x   0.99992850  =   0.99993239
 BK1514!UTM  15      -   1.00000389  x   0.99961168  =   0.99961557
 BK1514
 BK1514|---------------------------------------------------------------------|
 BK1514| PID    Reference Object                     Distance      Geod. Az  |
 BK1514|                                                           dddmmss.s |
 BK1514| BK1512 GUY RM 1                            289.690 METERS 15151     |
 BK1514| BK1513 GUY RM 2                            151.270 METERS 24522     |
 BK1514| BK1477 WRIGHT                              APPROX. 4.6 KM 2730021.8 |
 BK1514|---------------------------------------------------------------------|
 BK1514
 BK1514                          SUPERSEDED SURVEY CONTROL
 BK1514
 BK1514  NAD 83(1986)-  30 08 08.53360(N)    093 19 09.90419(W) AD(       ) 2
 BK1514  NAD 27      -  30 08 07.78100(N)    093 19 09.36300(W) AD(       ) 2
 BK1514  NGVD 29 (??/??/??)    2.476  (m)            8.12   (f) ADJUSTED    1 2
 BK1514
 BK1514.Superseded values are not recommended for survey control.
 BK1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1514.See file dsdata.txt to determine how the superseded data were derived.
 BK1514
 BK1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6923433865(NAD 83)
 BK1514_MARKER: DS = TRIANGULATION STATION DISK
 BK1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1514_STAMPING: GUY 1932
 BK1514_MARK LOGO: CGS   
 BK1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1514+STABILITY: SURFACE MOTION
 BK1514
 BK1514  HISTORY     - Date     Condition        Report By
 BK1514  HISTORY     - 1932     MONUMENTED       CGS
 BK1514  HISTORY     - 1933     GOOD             CGS
 BK1514  HISTORY     - 1947     GOOD             CGS
 BK1514  HISTORY     - 1954     GOOD             CGS
 BK1514  HISTORY     - 1963     GOOD             CGS
 BK1514  HISTORY     - 1965     GOOD             CGS
 BK1514  HISTORY     - 1965     GOOD             CGS
 BK1514  HISTORY     - 1982     GOOD             NGS
 BK1514  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK1514
 BK1514                          STATION DESCRIPTION
 BK1514
 BK1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 BK1514'LOCATED ON THE E BANK OF THE CALCASIEU RIVER, ABOUT 10 MILES
 BK1514'BELOW LAKE CHARLES, 1/4 MILE BELOW GUY BAYOU, 25 FEET FROM
 BK1514'WATERS EDGE AND 8 FEET ABOVE NORMAL LEVEL OF RIVER.  LOCATED AT
 BK1514'THE BASE OF A TWIN PECAN TREE, ONE TRUNK OF WHICH HAS BEEN
 BK1514'SAWED OFF AND THE REMAINDER OF THE TREE DENUDED OF LIMBS, AND
 BK1514'ABOUT 50 FEET SE OF A PECAN TREE 30 INCHES IN DIAMETER WHICH HAS
 BK1514'LETTERS R H CUT IN DEEPLY AND ABOUT 2 FEET HIGH.
 BK1514'
 BK1514'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BK1514'THE TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 BK1514'
 BK1514'REFERENCE MARK NO. 1 IS E OF THE STATION AND 12 FEET S OF AN
 BK1514'OLD ROAD COMING FROM THE E.
 BK1514'
 BK1514'REFERENCE MARK NO. 2 IS S OF THE STATION AND 40 FEET FROM
 BK1514'WATERS EDGE.
 BK1514'
 BK1514'STATION MAY ALSO BE REACHED BY ROAD FROM LAKE CHARLES.  LOCAL
 BK1514'KNOWLEDGE IS NECESSARY.
 BK1514
 BK1514                          STATION RECOVERY (1933)
 BK1514
 BK1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JCB)
 BK1514'ORIGINAL DESCRIPTION OBSOLETE.  STATION IS ON THE E BANK OF
 BK1514'THE CALCASIEU RIVER ABOUT 1/3 MILE SW OF THE MOUTH OF BAYOU
 BK1514'GUY, AND ON THE GROUNDS OF THE SHELL PETROLEUM CORPORATION TANK
 BK1514'FARM.  IT IS S OF THE SHELL ROAD WHICH TERMINATES AT THE DOCK.
 BK1514'
 BK1514'STATION IS 65 FEET WSW OF THE CENTER OF THE JUNCTION OF THE
 BK1514'SHELL ROAD AND THE DOCK.  22 FEET WNW OF THE NW CORNER OF THE
 BK1514'PUMP HOUSE NEAREST THE DOCK.  28-1/2 FEET SW OF THE PROLONGATION
 BK1514'OF THE S TANGENT OF THE CANAL WHOSE MOUTH IS ON THE NW BANK
 BK1514'OF THE RIVER.  139-1/2 FEET N OF THE CENTER OF THE NORTHERNMOST
 BK1514'OIL STORAGE TANK.  AND 34 FEET FROM THE SHORE LINE ON A LINE
 BK1514'NORMAL TO THE LATTER.  STATION IS AT THE FOOT OF A LONE TREE,
 BK1514'ON ITS E SIDE.
 BK1514'
 BK1514'STATION MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 BK1514'ABOUT 10 INCHES SQUARE, FLUSH WITH THE GROUND, INSCRIBED GUY,
 BK1514'1933.
 BK1514'
 BK1514'REFERENCE MARK NO. 1 IS 104 FEET SW OF THE WATER TANK, 25 FEET
 BK1514'WSW OF THE CENTER OF THE SHELL ROAD.
 BK1514'
 BK1514'REFERENCE MARK NO. 2 IS 42 FEET FROM THE SHORE LINE ON A LINE
 BK1514'NORMAL TO THE LATTER AND 111-1/2 FEET NW OF THE MOST NORTHERLY
 BK1514'OIL STORAGE TANK.
 BK1514
 BK1514                          STATION RECOVERY (1947)
 BK1514
 BK1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK1514'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 BK1514'THE 1933 RECOVERY NOTE, WHICH IS COMPLETE AND ADEQUATE.  THE
 BK1514'FOLLOWING SHOULD BE ADDED TO THE PUBLISHED DESCRIPTION--
 BK1514'REFERENCE MARKS 1 AND 2 ARE NOW PROTECTED BY A SMALL FENCE
 BK1514'CONSTRUCTED OF WELDED PIPE THAT IS PAINTED RED.
 BK1514
 BK1514                          STATION RECOVERY (1954)
 BK1514
 BK1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCC)
 BK1514'STATION STAMPED GUY 1932 AND REFERENCE MARKS STAMPED NO 1 1932
 BK1514'AND NO 2 1932 WERE RECOVERED AS DESCRIBED.
 BK1514
 BK1514                          STATION RECOVERY (1963)
 BK1514
 BK1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK1514'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BK1514'WERE RECOVERED IN GOOD CONDITION.  THE STATION IS ABOUT 2 INCHES
 BK1514'UNDER THE GROUND AND AT THE BASE OF A LARGE PECAN TREE.
 BK1514'
 BK1514'THE DESCRIPTION BY L.C.W. 1932 AND R.A.G. 1947 IS COMPLETE
 BK1514'AND ADEQUATE FOR FUTURE RECOVERY.
 BK1514
 BK1514                          STATION RECOVERY (1965)
 BK1514
 BK1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BK1514'THE STATION MARK, STAMPED GUY 1932, IS ABOUT 1.9 MILES SOUTH
 BK1514'ALONG RYAN STREET FROM THE COURTHOUSE AT LAKE CHARLES, THENCE
 BK1514'5.4 MILES SOUTHWEST ALONG PRIEN LAKE ROAD, THENCE 0.5 MILE
 BK1514'WEST AND 3.05 MILES SOUTH ALONG STATE ROAD 384, THENCE 2.75
 BK1514'MILES WEST AND THEN NORTH ALONG TANK FARM ROAD, IN SECTION 6,
 BK1514'T 11 S, R 9 W, AT THE SHELL TANK FARM AND HAYMARKET TERMINAL,
 BK1514'64 FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH END OF A
 BK1514'PLANK WALK TO A DOCK, 21 FEET WEST OF THE NORTHWEST CORNER OF
 BK1514'A PUMP HOUSE, 6-1/2 FEET NORTH OF A FENCE, 1.0 FOOT EAST OF
 BK1514'AN OAK TREE WHICH BEARS A WITNESS SHIELD, SET IN THE TOP OF A
 BK1514'CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE
 BK1514'GROUND.
 BK1514'
 BK1514'R.M. 1, STAMPED NO 1 1932, IS 289.7 FEET SOUTH-SOUTHEAST OF THE
 BK1514'STATION MARK, 287 FEET SOUTHEAST OF THE DOCK, 90 FEET SOUTHWEST
 BK1514'OF THE SOUTH LEG OF A WATER TOWER, 28 FEET SOUTHWEST OF THE
 BK1514'CENTER LINE OF A SHELL ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BK1514'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 BK1514'FLUSH WITH THE GROUND.
 BK1514'
 BK1514'R.M. 2, STAMPED NO 2 1932, IS 151.3 FEET SOUTHWEST OF THE STATION
 BK1514'MARK, 168 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A PUMP
 BK1514'HOUSE, 9 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 BK1514'POST FLUSH WITH THE GROUND.
 BK1514
 BK1514                          STATION RECOVERY (1965)
 BK1514
 BK1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BK1514'13.6 MI SW FROM LAKE CHARLES.
 BK1514'ABOUT 1.9 MILES SOUTH ALONG RYAN STREET FROM THE COURTHOUSE AT LAKE
 BK1514'CHARLES, THENCE 5.4 MILES SOUTHWEST ALONG PRIEN LAKE ROAD, THENCE 0.5
 BK1514'MILE WEST AND 3.05 MILES SOUTH ALONG STATE ROAD 384, THENCE 2.75 MILES
 BK1514'WEST AND THEN NORTH ALONG TANK FARM ROAD, IN SECTION 6, T 11 S, R 9 W,
 BK1514'AT THE SHELL TANK FARM AND HAYMARKET TERMINAL, 64 FEET WEST-SOUTHWEST
 BK1514'OF THE CENTER OF THE SOUTH END OF A PLANK WALK TO A DOCK, 21 FEET WEST
 BK1514'OF THE NORTHWEST CORNER OF A PUMP HOUSE, 6 1/2 FEET NORTH OF A FENCE,
 BK1514'1.0 FOOT EAST OF AN OAK TREE WHICH BEARS A WITNESS SHIELD, SET IN THE
 BK1514'TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BK1514
 BK1514                          STATION RECOVERY (1982)
 BK1514
 BK1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK1514'RECOVERED IN GOOD CONDITION IN 1965, QUAD 300932, LINE 104, PAGE 22,
 BK1514'DATED NOVEMBER 1971.  ADD-4.20 METERS (13.8 FEET) NORTH-NORTHWEST OF A
 BK1514'CHAIN LINK FENCE.
 BK1514
 BK1514                          STATION RECOVERY (1997)
 BK1514
 BK1514'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1394 ***********************************************************************
 CQ1394  DESIGNATION -  H 1
 CQ1394  PID         -  CQ1394
 CQ1394  STATE/COUNTY-  LA/WEBSTER
 CQ1394  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1394
 CQ1394                         *CURRENT SURVEY CONTROL
 CQ1394  ___________________________________________________________________
 CQ1394* NAD 83(1986)-  32 35 07.     (N)    093 17 26.     (W)     SCALED    
 CQ1394* NAVD 88     -        49.598  (meters)     162.72   (feet)  ADJUSTED  
 CQ1394  ___________________________________________________________________
 CQ1394  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1394  DYNAMIC HT  -          49.543 (meters)     162.54  (feet)  COMP
 CQ1394  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 CQ1394
 CQ1394  VERT ORDER  -  SECOND    CLASS 0
 CQ1394
 CQ1394.The horizontal coordinates were scaled from a topographic map and have
 CQ1394.an estimated accuracy of +/- 6 seconds.
 CQ1394
 CQ1394.The orthometric height was determined by differential leveling
 CQ1394.and adjusted by the National Geodetic Survey in June 1991..
 CQ1394
 CQ1394.The geoid height was determined by GEOID03.
 CQ1394
 CQ1394.The dynamic height is computed by dividing the NAVD 88
 CQ1394.geopotential number by the normal gravity value computed on the
 CQ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1394.degrees latitude (g = 980.6199 gals.).
 CQ1394
 CQ1394.The modeled gravity was interpolated from observed gravity values.
 CQ1394
 CQ1394;                    North         East    Units  Estimated Accuracy
 CQ1394;SPC LA N     -   231,480.      925,780.      MT  (+/- 180 meters Scaled)
 CQ1394
 CQ1394                          SUPERSEDED SURVEY CONTROL
 CQ1394
 CQ1394  NGVD 29 (??/??/??)   49.656  (m)          162.91   (f) ADJUSTED    2 0
 CQ1394
 CQ1394.Superseded values are not recommended for survey control.
 CQ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1394.See file dsdata.txt to determine how the superseded data were derived.
 CQ1394
 CQ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS727053(NAD 83)
 CQ1394_MARKER: DD = SURVEY DISK
 CQ1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1394_STAMPING: H 1 1922
 CQ1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1394+STABILITY: SURFACE MOTION
 CQ1394
 CQ1394  HISTORY     - Date     Condition        Report By
 CQ1394  HISTORY     - 1922     MONUMENTED       LOCSUR
 CQ1394  HISTORY     - 1934     GOOD             CGS
 CQ1394  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ1394
 CQ1394                          STATION DESCRIPTION
 CQ1394
 CQ1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1394'1.8 MI S FROM MINDEN.
 CQ1394'ABOUT 1.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1394'MINDEN, WEBSTER PARISH, OPPOSITE MILEPOST 80, AT A FARM-ROAD CROSSING,
 CQ1394'ABOUT 9 YARDS NORTH OF THE ROAD, AND ABOUT 15 YARDS WEST OF THE TRACK.
 CQ1394'A LOUISIANA DEPARTMENT OF CONSERVATION STANDARD DISK, STAMPED H 1
 CQ1394'1922 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1394
 CQ1394                          STATION RECOVERY (1997)
 CQ1394
 CQ1394'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1998 ***********************************************************************
 BX1998  DESIGNATION -  H 100
 BX1998  PID         -  BX1998
 BX1998  STATE/COUNTY-  LA/VERNON
 BX1998  USGS QUAD   -  LEESVILLE (1994)
 BX1998
 BX1998                         *CURRENT SURVEY CONTROL
 BX1998  ___________________________________________________________________
 BX1998* NAD 83(1986)-  31 09 06.     (N)    093 16 01.     (W)     SCALED    
 BX1998* NAVD 88     -        81.69   (+/-2cm)     268.0    (feet)  VERTCON   
 BX1998  ___________________________________________________________________
 BX1998  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX1998
 BX1998  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1998
 BX1998.The horizontal coordinates were scaled from a topographic map and have
 BX1998.an estimated accuracy of +/- 6 seconds.
 BX1998
 BX1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1998.The vertical order pertains to the NGVD 29 superseded value.
 BX1998
 BX1998.The geoid height was determined by GEOID03.
 BX1998
 BX1998;                    North         East    Units  Estimated Accuracy
 BX1998;SPC LA N     -    72,510.      926,870.      MT  (+/- 180 meters Scaled)
 BX1998
 BX1998                          SUPERSEDED SURVEY CONTROL
 BX1998
 BX1998  NGVD 29 (??/??/??)   81.792  (m)          268.35   (f) ADJUSTED    2 0
 BX1998
 BX1998.Superseded values are not recommended for survey control.
 BX1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1998.See file dsdata.txt to determine how the superseded data were derived.
 BX1998
 BX1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ745464(NAD 83)
 BX1998_MARKER: DB = BENCH MARK DISK
 BX1998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1998_SP_SET: TOWER BASE
 BX1998_STAMPING: H 100 1938
 BX1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1998
 BX1998  HISTORY     - Date     Condition        Report By
 BX1998  HISTORY     - 1938     MONUMENTED       CGS
 BX1998  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1998
 BX1998                          STATION DESCRIPTION
 BX1998
 BX1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1998'1.2 MI NW FROM LEESVILLE.
 BX1998'1.2 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1998'STATION AT LEESVILLE, VERNON PAIRSH, 0.2 MILE SOUTH OF MILEPOST 667,
 BX1998'AT AN OLD TRAM-ROAD CROSSING, IN THE CENTER OF THE TOP OF THE SOUTH
 BX1998'SIDE OF AN OLD SIGNAL-TOWER BASE, AND 9 FEET WEST OF THE WEST RAIL. A
 BX1998'STANDARD DISK, STAMPED H 100 1938.
 BX1998
 BX1998                          STATION RECOVERY (2001)
 BX1998
 BX1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1998'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2181 ***********************************************************************
 BX2181  DESIGNATION -  H 102
 BX2181  PID         -  BX2181
 BX2181  STATE/COUNTY-  LA/DE SOTO
 BX2181  USGS QUAD   -  TRENTON (1995)
 BX2181
 BX2181                         *CURRENT SURVEY CONTROL
 BX2181  ___________________________________________________________________
 BX2181* NAD 83(1986)-  31 59 14.     (N)    093 40 09.     (W)     SCALED    
 BX2181* NAVD 88     -        87.22   (+/-2cm)     286.2    (feet)  VERTCON   
 BX2181  ___________________________________________________________________
 BX2181  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX2181
 BX2181  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2181
 BX2181.The horizontal coordinates were scaled from a topographic map and have
 BX2181.an estimated accuracy of +/- 6 seconds.
 BX2181
 BX2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2181.The vertical order pertains to the NGVD 29 superseded value.
 BX2181
 BX2181.The geoid height was determined by GEOID03.
 BX2181
 BX2181;                    North         East    Units  Estimated Accuracy
 BX2181;SPC LA N     -   165,490.      889,520.      MT  (+/- 180 meters Scaled)
 BX2181
 BX2181                          SUPERSEDED SURVEY CONTROL
 BX2181
 BX2181  NGVD 29 (??/??/??)   87.282  (m)          286.36   (f) ADJUSTED    1 2
 BX2181
 BX2181.Superseded values are not recommended for survey control.
 BX2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2181.See file dsdata.txt to determine how the superseded data were derived.
 BX2181
 BX2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR367392(NAD 83)
 BX2181_MARKER: DB = BENCH MARK DISK
 BX2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2181_STAMPING: H-102-1938
 BX2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2181+STABILITY: SURFACE MOTION
 BX2181
 BX2181  HISTORY     - Date     Condition        Report By
 BX2181  HISTORY     - 1938     MONUMENTED       CGS
 BX2181
 BX2181                          STATION DESCRIPTION
 BX2181
 BX2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2181'3.8 72 SE FROM SOUTH MANSFIELD.
 BX2181'ABOUT 3.8 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2181'STATION AT SOUTH MANSFIELD, DE SOTO PARISH, ABOUT 19 POLES SOUTHEAST
 BX2181'OF MILEPOST 284, ABOUT 5-1/2 POLES NORTHWEST OF AN ABANDONED ROAD
 BX2181'CROSSING, 40 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK, AND
 BX2181'10 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE. A STANDARD
 BX2181'DISK, STAMPED H 102 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1237 ***********************************************************************
 CQ1237  DESIGNATION -  H 103
 CQ1237  PID         -  CQ1237
 CQ1237  STATE/COUNTY-  LA/BOSSIER
 CQ1237  USGS QUAD   -  DOYLINE (1981)
 CQ1237
 CQ1237                         *CURRENT SURVEY CONTROL
 CQ1237  ___________________________________________________________________
 CQ1237* NAD 83(1986)-  32 32 03.     (N)    093 27 11.     (W)     SCALED    
 CQ1237* NAVD 88     -        59.423  (meters)     194.96   (feet)  ADJUSTED  
 CQ1237  ___________________________________________________________________
 CQ1237  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1237  DYNAMIC HT  -          59.356 (meters)     194.74  (feet)  COMP
 CQ1237  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 CQ1237
 CQ1237  VERT ORDER  -  FIRST     CLASS I
 CQ1237
 CQ1237.The horizontal coordinates were scaled from a topographic map and have
 CQ1237.an estimated accuracy of +/- 6 seconds.
 CQ1237
 CQ1237.The orthometric height was determined by differential leveling
 CQ1237.and adjusted by the National Geodetic Survey in June 1991..
 CQ1237.WARNING-Repeat measurements at this control monument indicate possible
 CQ1237.vertical movement.
 CQ1237
 CQ1237.The geoid height was determined by GEOID03.
 CQ1237
 CQ1237.The dynamic height is computed by dividing the NAVD 88
 CQ1237.geopotential number by the normal gravity value computed on the
 CQ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1237.degrees latitude (g = 980.6199 gals.).
 CQ1237
 CQ1237.The modeled gravity was interpolated from observed gravity values.
 CQ1237
 CQ1237;                    North         East    Units  Estimated Accuracy
 CQ1237;SPC LA N     -   225,940.      910,470.      MT  (+/- 180 meters Scaled)
 CQ1237
 CQ1237                          SUPERSEDED SURVEY CONTROL
 CQ1237
 CQ1237  NGVD 29 (??/??/??)   59.499  (m)          195.21   (f) ADJUSTED    1 1
 CQ1237
 CQ1237.Superseded values are not recommended for survey control.
 CQ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1237.See file dsdata.txt to determine how the superseded data were derived.
 CQ1237
 CQ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR574997(NAD 83)
 CQ1237_MARKER: DB = BENCH MARK DISK
 CQ1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1237_STAMPING: H 103 1938
 CQ1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1237+STABILITY: SURFACE MOTION
 CQ1237
 CQ1237  HISTORY     - Date     Condition        Report By
 CQ1237  HISTORY     - 1938     MONUMENTED       CGS
 CQ1237  HISTORY     - 1969     GOOD             CGS
 CQ1237  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 CQ1237
 CQ1237                          STATION DESCRIPTION
 CQ1237
 CQ1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1237'2.65 MI W FROM DOYLINE.
 CQ1237'ABOUT 2.65 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1237'HIGH SCHOOL AT DOYLINE, OR ABOUT 3.0 MILES EAST ALONG THE ILLINOIS
 CQ1237'CENTRAL RAILROAD FROM THE POST OFFICE AT HAUGHTON, 0.3 MILE EAST OF
 CQ1237'MILEPOST 151, 0.35 MILE WEST OF THE BOSSIER-WEBSTER PARISH LINE, 42
 CQ1237'FEET NORTH OF THE NORTH RAIL, 99 1/2 FEET SOUTH OF THE CENTER LINE OF
 CQ1237'STATE HWY 64, 23 FT EAST OF TELEPHONE POLE NUMBER 3, 2 1/2 FT NORTH
 CQ1237'OF A ROW OF POLES, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 CQ1237'3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CQ1237'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1237'SEC 24, T 18N, R 11W.
 CQ1237
 CQ1237                          STATION RECOVERY (2002)
 CQ1237
 CQ1237'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0980 ***********************************************************************
 CQ0980  DESIGNATION -  H 104
 CQ0980  PID         -  CQ0980
 CQ0980  STATE/COUNTY-  LA/LINCOLN
 CQ0980  USGS QUAD   -  RUSTON WEST (1994)
 CQ0980
 CQ0980                         *CURRENT SURVEY CONTROL
 CQ0980  ___________________________________________________________________
 CQ0980* NAD 83(1986)-  32 31 11.     (N)    092 40 45.     (W)     SCALED    
 CQ0980* NAVD 88     -        99.193  (meters)     325.44   (feet)  ADJUSTED  
 CQ0980  ___________________________________________________________________
 CQ0980  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0980  DYNAMIC HT  -          99.082 (meters)     325.07  (feet)  COMP
 CQ0980  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CQ0980
 CQ0980  VERT ORDER  -  FIRST     CLASS I
 CQ0980
 CQ0980.The horizontal coordinates were scaled from a topographic map and have
 CQ0980.an estimated accuracy of +/- 6 seconds.
 CQ0980
 CQ0980.The orthometric height was determined by differential leveling
 CQ0980.and adjusted by the National Geodetic Survey in June 1991..
 CQ0980
 CQ0980.The geoid height was determined by GEOID03.
 CQ0980
 CQ0980.The dynamic height is computed by dividing the NAVD 88
 CQ0980.geopotential number by the normal gravity value computed on the
 CQ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0980.degrees latitude (g = 980.6199 gals.).
 CQ0980
 CQ0980.The modeled gravity was interpolated from observed gravity values.
 CQ0980
 CQ0980;                    North         East    Units  Estimated Accuracy
 CQ0980;SPC LA N     -   223,960.      983,170.      MT  (+/- 180 meters Scaled)
 CQ0980
 CQ0980                          SUPERSEDED SURVEY CONTROL
 CQ0980
 CQ0980  NGVD 29 (??/??/??)   99.264  (m)          325.67   (f) ADJUSTED    1 1
 CQ0980
 CQ0980.Superseded values are not recommended for survey control.
 CQ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0980.See file dsdata.txt to determine how the superseded data were derived.
 CQ0980
 CQ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR301980(NAD 83)
 CQ0980_MARKER: DB = BENCH MARK DISK
 CQ0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0980_STAMPING: H 104 1938
 CQ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0980+STABILITY: SURFACE MOTION
 CQ0980
 CQ0980  HISTORY     - Date     Condition        Report By
 CQ0980  HISTORY     - 1938     MONUMENTED       CGS
 CQ0980  HISTORY     - 1969     GOOD             CGS
 CQ0980  HISTORY     - 1987     GOOD             USPSQD
 CQ0980  HISTORY     - 20040131 GOOD             USPSQD
 CQ0980
 CQ0980                          STATION DESCRIPTION
 CQ0980
 CQ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0980'3.0 MI W FROM RUSTON.
 CQ0980'ABOUT 0.1 MILE NORTH ALONG VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND
 CQ0980'167 FROM THE COURTHOUSE AT RUSTON, THENCE 2.2 MILES WEST ALONG THE
 CQ0980'ILLINOIS CENTRAL RAILROAD, THENCE 0.7 MILE SOUTH ALONG STATE HIGHWAY
 CQ0980'818, 0.85 MILE NORTH OF THE JUNCTION OF THE HIGHWAY AND U.S. HIGHWAY
 CQ0980'80, 39 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 79 YARDS SOUTH
 CQ0980'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 22 1/2 FEET NORTH OF A POWER
 CQ0980'POLE, 2 1/2 FEET EAST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS
 CQ0980'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CQ0980'POST WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 28,
 CQ0980'T 18N, R 3W.
 CQ0980
 CQ0980                          STATION RECOVERY (1987)
 CQ0980
 CQ0980'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0980'RECOVERED IN GOOD CONDITION.
 CQ0980
 CQ0980                          STATION RECOVERY (2004)
 CQ0980
 CQ0980'RECOVERY NOTE BY US POWER SQUADRON 2004 (LL)
 CQ0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1650 ***********************************************************************
 CQ1650  DESIGNATION -  H 105
 CQ1650  PID         -  CQ1650
 CQ1650  STATE/COUNTY-  LA/DE SOTO
 CQ1650  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ1650
 CQ1650                         *CURRENT SURVEY CONTROL
 CQ1650  ___________________________________________________________________
 CQ1650* NAD 83(1986)-  32 02 30.     (N)    093 31 21.     (W)     SCALED    
 CQ1650* NAVD 88     -        64.71   (+/-2cm)     212.3    (feet)  VERTCON   
 CQ1650  ___________________________________________________________________
 CQ1650  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1650
 CQ1650  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1650
 CQ1650.The horizontal coordinates were scaled from a topographic map and have
 CQ1650.an estimated accuracy of +/- 6 seconds.
 CQ1650
 CQ1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1650.The vertical order pertains to the NGVD 29 superseded value.
 CQ1650
 CQ1650.The geoid height was determined by GEOID03.
 CQ1650
 CQ1650;                    North         East    Units  Estimated Accuracy
 CQ1650;SPC LA N     -   171,390.      903,430.      MT  (+/- 180 meters Scaled)
 CQ1650
 CQ1650                          SUPERSEDED SURVEY CONTROL
 CQ1650
 CQ1650  NGVD 29 (??/??/??)   64.763  (m)          212.48   (f) ADJUSTED    1 2
 CQ1650
 CQ1650.Superseded values are not recommended for survey control.
 CQ1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1650.See file dsdata.txt to determine how the superseded data were derived.
 CQ1650
 CQ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR506451(NAD 83)
 CQ1650_MARKER: DB = BENCH MARK DISK
 CQ1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1650_STAMPING: H 105 1938
 CQ1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1650+STABILITY: SURFACE MOTION
 CQ1650
 CQ1650  HISTORY     - Date     Condition        Report By
 CQ1650  HISTORY     - 1938     MONUMENTED       CGS
 CQ1650  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1650
 CQ1650                          STATION DESCRIPTION
 CQ1650
 CQ1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1650'13.2 MI E FROM MANSFIELD.
 CQ1650'13.2 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN
 CQ1650'RAILWAY STATION AT MANSFIELD, DE SOTO PARISH, 2.7 MILES EAST OF GOSS,
 CQ1650'0.1 MILE WEST OF A SMALL CONCRETE BRIDGE, ON THE OUTSIDE OF A CURVE,
 CQ1650'OPPOSITE A TIN-ROOFED FARMHOUSE SOUTH OF THE HIGHWAY, AND 37 FEET
 CQ1650'NORTH OF THE CENTERLINE OF THE HIGHWAY, A STANDARD DISK, STAMPED H 105
 CQ1650'1938 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1650
 CQ1650                          STATION RECOVERY (1974)
 CQ1650
 CQ1650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1301 ***********************************************************************
 CQ1301  DESIGNATION -  H 11
 CQ1301  PID         -  CQ1301
 CQ1301  STATE/COUNTY-  LA/WEBSTER
 CQ1301  USGS QUAD   -  SHONGALOO (1981)
 CQ1301
 CQ1301                         *CURRENT SURVEY CONTROL
 CQ1301  ___________________________________________________________________
 CQ1301* NAD 83(1986)-  32 55 19.     (N)    093 22 20.     (W)     SCALED    
 CQ1301* NAVD 88     -        64.103  (meters)     210.31   (feet)  ADJUSTED  
 CQ1301  ___________________________________________________________________
 CQ1301  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1301  DYNAMIC HT  -          64.033 (meters)     210.08  (feet)  COMP
 CQ1301  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 CQ1301
 CQ1301  VERT ORDER  -  SECOND    CLASS 0
 CQ1301
 CQ1301.The horizontal coordinates were scaled from a topographic map and have
 CQ1301.an estimated accuracy of +/- 6 seconds.
 CQ1301
 CQ1301.The orthometric height was determined by differential leveling
 CQ1301.and adjusted by the National Geodetic Survey in June 1991..
 CQ1301
 CQ1301.The geoid height was determined by GEOID03.
 CQ1301
 CQ1301.The dynamic height is computed by dividing the NAVD 88
 CQ1301.geopotential number by the normal gravity value computed on the
 CQ1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1301.degrees latitude (g = 980.6199 gals.).
 CQ1301
 CQ1301.The modeled gravity was interpolated from observed gravity values.
 CQ1301
 CQ1301;                    North         East    Units  Estimated Accuracy
 CQ1301;SPC LA N     -   268,880.      918,410.      MT  (+/- 180 meters Scaled)
 CQ1301
 CQ1301                          SUPERSEDED SURVEY CONTROL
 CQ1301
 CQ1301  NGVD 29 (??/??/??)   64.170  (m)          210.53   (f) ADJUSTED    2 0
 CQ1301
 CQ1301.Superseded values are not recommended for survey control.
 CQ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1301.See file dsdata.txt to determine how the superseded data were derived.
 CQ1301
 CQ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS651426(NAD 83)
 CQ1301_MARKER: DD = SURVEY DISK
 CQ1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1301_STAMPING: H 11 1922
 CQ1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1301+STABILITY: SURFACE MOTION
 CQ1301
 CQ1301  HISTORY     - Date     Condition        Report By
 CQ1301  HISTORY     - 1922     MONUMENTED       USGS
 CQ1301  HISTORY     - 1943     MARK NOT FOUND   CGS
 CQ1301
 CQ1301                          STATION DESCRIPTION
 CQ1301
 CQ1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1301'5.1 MI W FROM SHONGALOO.
 CQ1301'5.1 MILES WEST ALONG STATE HIGHWAY 70 FROM SHONGALOO, WEBSTER PARISH,
 CQ1301'ABOUT 30 YARDS EAST OF A BRIDGE OVER A BAYOU, ON A BANK, 30 FEET SOUTH
 CQ1301'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 5 FEET HIGHER THAN THE
 CQ1301'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 CQ1301'11 1922 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1041 ***********************************************************************
 BX1041  DESIGNATION -  H 110
 BX1041  PID         -  BX1041
 BX1041  STATE/COUNTY-  LA/RAPIDES
 BX1041  USGS QUAD   -  RAPIDES (1992)
 BX1041
 BX1041                         *CURRENT SURVEY CONTROL
 BX1041  ___________________________________________________________________
 BX1041* NAD 83(1986)-  31 20 50.     (N)    092 31 44.     (W)     SCALED    
 BX1041* NAVD 88     -        21.999  (meters)      72.18   (feet)  ADJUSTED  
 BX1041  ___________________________________________________________________
 BX1041  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX1041  DYNAMIC HT  -          21.972 (meters)      72.09  (feet)  COMP
 BX1041  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 BX1041
 BX1041  VERT ORDER  -  FIRST     CLASS I
 BX1041
 BX1041.The horizontal coordinates were scaled from a topographic map and have
 BX1041.an estimated accuracy of +/- 6 seconds.
 BX1041
 BX1041.The orthometric height was determined by differential leveling
 BX1041.and adjusted by the National Geodetic Survey in February 1994..
 BX1041
 BX1041.The geoid height was determined by GEOID03.
 BX1041
 BX1041.The dynamic height is computed by dividing the NAVD 88
 BX1041.geopotential number by the normal gravity value computed on the
 BX1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1041.degrees latitude (g = 980.6199 gals.).
 BX1041
 BX1041.The modeled gravity was interpolated from observed gravity values.
 BX1041
 BX1041;                    North         East    Units  Estimated Accuracy
 BX1041;SPC LA N     -    93,940.      997,250.      MT  (+/- 180 meters Scaled)
 BX1041
 BX1041                          SUPERSEDED SURVEY CONTROL
 BX1041
 BX1041  NAVD 88 (06/15/91)   21.999  (m)           72.18   (f) UNKNOWN     1 1
 BX1041  NGVD 29 (??/??/??)   21.992  (m)           72.15   (f) ADJUSTED    1 1
 BX1041
 BX1041.Superseded values are not recommended for survey control.
 BX1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1041.See file dsdata.txt to determine how the superseded data were derived.
 BX1041
 BX1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ448681(NAD 83)
 BX1041_MARKER: DB = BENCH MARK DISK
 BX1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1041_SP_SET: CULVERT
 BX1041_STAMPING: H 110 1945
 BX1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1041
 BX1041  HISTORY     - Date     Condition        Report By
 BX1041  HISTORY     - 1945     MONUMENTED       CGS
 BX1041  HISTORY     - 1969     GOOD             CGS
 BX1041  HISTORY     - 1976     GOOD             DOD
 BX1041  HISTORY     - 1977     GOOD             NGS
 BX1041
 BX1041                          STATION DESCRIPTION
 BX1041
 BX1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1041'6.05 MI NW FROM ALEXANDRIA.
 BX1041'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1041'ALEXANDRIA, THENCE 5.6 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1041'RAILROAD, ABOUT 3 1/3 POLES EAST OF MILEPOST 200, 188 FEET WEST OF A
 BX1041'SWITCH ROAD UNDER THE TRACK AT A POINT WHERE A BRANCH LINE LEADS
 BX1041'SOUTHEAST TO ENGLAND AIR FORCE BASE, 36 FEET NORTH OF THE NORTH RAIL
 BX1041'OF THE MAIN TRACK, 47 FEET EAST OF A TELEPHONE POLE, SET IN THE CENTER
 BX1041'OF THE TOP OF THE NORTH CONCRETE HEAD WALL OF A BOX CULVERT UNDER THE
 BX1041'RAILROAD, AND ABOUT 15 FEET BELOW THE LEVEL OF THE TRACK.
 BX1041
 BX1041                          STATION RECOVERY (1976)
 BX1041
 BX1041'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 BX1041'RECOVERED IN GOOD CONDITION.
 BX1041
 BX1041                          STATION RECOVERY (1977)
 BX1041
 BX1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2088 ***********************************************************************
 CQ2088  DESIGNATION -  H 110
 CQ2088  PID         -  CQ2088
 CQ2088  STATE/COUNTY-  LA/BOSSIER
 CQ2088  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2088
 CQ2088                         *CURRENT SURVEY CONTROL
 CQ2088  ___________________________________________________________________
 CQ2088* NAD 83(1986)-  32 30 03.     (N)    093 41 36.     (W)     SCALED    
 CQ2088* NAVD 88     -        52.49   (+/-2cm)     172.2    (feet)  VERTCON   
 CQ2088  ___________________________________________________________________
 CQ2088  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2088
 CQ2088  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2088
 CQ2088.The horizontal coordinates were scaled from a topographic map and have
 CQ2088.an estimated accuracy of +/- 6 seconds.
 CQ2088
 CQ2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2088.The vertical order pertains to the NGVD 29 superseded value.
 CQ2088
 CQ2088.The geoid height was determined by GEOID03.
 CQ2088
 CQ2088;                    North         East    Units  Estimated Accuracy
 CQ2088;SPC LA N     -   222,460.      887,860.      MT  (+/- 180 meters Scaled)
 CQ2088
 CQ2088                          SUPERSEDED SURVEY CONTROL
 CQ2088
 CQ2088  NGVD 29 (??/??/??)   52.564  (m)          172.45   (f) ADJUSTED    1 1
 CQ2088
 CQ2088.Superseded values are not recommended for survey control.
 CQ2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2088.See file dsdata.txt to determine how the superseded data were derived.
 CQ2088
 CQ2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR348961(NAD 83)
 CQ2088_MARKER: DD = SURVEY DISK
 CQ2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2088_STAMPING: H 110 1923
 CQ2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2088+STABILITY: SURFACE MOTION
 CQ2088
 CQ2088  HISTORY     - Date     Condition        Report By
 CQ2088  HISTORY     - 1923     MONUMENTED       USGS
 CQ2088  HISTORY     - 1969     GOOD             CGS
 CQ2088  HISTORY     - 20020302 GOOD             USPSQD
 CQ2088  HISTORY     - 20031108 GOOD             USPSQD
 CQ2088
 CQ2088                          STATION DESCRIPTION
 CQ2088
 CQ2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2088'0.9 MI W FROM BARKSDALE AIR FORCE BASE.
 CQ2088'ABOUT 0.7 MILE SOUTHWEST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ2088'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, THENCE 0.2 MILE
 CQ2088'NORTHWEST ALONG U.S. HIGHWAY 71, 0.2 MILE NORTHWEST OF THE MAIN
 CQ2088'ENTRANCE TO THE BASE, 32 YARDS NORTHEAST OF THE CENTER LINE OF THE
 CQ2088'HIGHWAY, 37 1/2 FEET EAST OF THE CENTER LINE OF THE CROSSING OF THE
 CQ2088'KANSAS CITY SOUTHERN RAILWAY AND BEVERLY STREET, 30 FEET NORTHEAST OF
 CQ2088'THE NORTHEAST RAIL, 66 1/2 FEET SOUTHWEST OF THE WEST CORNER OF HOUSE
 CQ2088'NUMBER 1100, 21 FEET SOUTHEAST OF THE CENTER LINE OF BEVERLY STREET, 7
 CQ2088'1/2 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL
 CQ2088'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 14
 CQ2088'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 34, T 18N, R 13W.
 CQ2088
 CQ2088                          STATION RECOVERY (2002)
 CQ2088
 CQ2088'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2088'RECOVERED IN GOOD CONDITION.
 CQ2088
 CQ2088                          STATION RECOVERY (2003)
 CQ2088
 CQ2088'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0683 ***********************************************************************
 CQ0683  DESIGNATION -  H 115
 CQ0683  PID         -  CQ0683
 CQ0683  STATE/COUNTY-  LA/OUACHITA
 CQ0683  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0683
 CQ0683                         *CURRENT SURVEY CONTROL
 CQ0683  ___________________________________________________________________
 CQ0683* NAD 83(1986)-  32 24 50.     (N)    092 08 42.     (W)     SCALED    
 CQ0683* NAVD 88     -        24.04   (+/-2cm)      78.9    (feet)  VERTCON   
 CQ0683  ___________________________________________________________________
 CQ0683  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0683
 CQ0683  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0683
 CQ0683.The horizontal coordinates were scaled from a topographic map and have
 CQ0683.an estimated accuracy of +/- 6 seconds.
 CQ0683
 CQ0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0683.The vertical order pertains to the NGVD 29 superseded value.
 CQ0683
 CQ0683.The geoid height was determined by GEOID03.
 CQ0683
 CQ0683;                    North         East    Units  Estimated Accuracy
 CQ0683;SPC LA N     -   212,260.    1,033,390.      MT  (+/- 180 meters Scaled)
 CQ0683
 CQ0683                          SUPERSEDED SURVEY CONTROL
 CQ0683
 CQ0683  NGVD 29 (??/??/??)   24.083  (m)           79.01   (f) ADJUSTED    1 2
 CQ0683
 CQ0683.Superseded values are not recommended for survey control.
 CQ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0683.See file dsdata.txt to determine how the superseded data were derived.
 CQ0683
 CQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR803866(NAD 83)
 CQ0683_MARKER: DB = BENCH MARK DISK
 CQ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0683_STAMPING: H 115 1949
 CQ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0683+STABILITY: SURFACE MOTION
 CQ0683
 CQ0683  HISTORY     - Date     Condition        Report By
 CQ0683  HISTORY     - 1949     MONUMENTED       CGS
 CQ0683  HISTORY     - 1966     GOOD             CGS
 CQ0683
 CQ0683                          STATION DESCRIPTION
 CQ0683
 CQ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0683'9.75 MI SW FROM MONROE.
 CQ0683'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0683'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0683'THENCE 2.3 MILES SOUTH ALONG U.S. HIGHWAY 165, THENCE 0.7 MILE
 CQ0683'NORTHWEST ALONG BUCKHORN BEND ROAD, THENCE 1.75 MILES WEST ALONG
 CQ0683'BUCKHORN LOOP ROAD, THENCE 0.25 MILE WEST ALONG A PRIVATE GRAVELED
 CQ0683'ROAD, IN SECTION 34, T 17 N, R 3 E, AT A POINT WHERE THE ROAD CROSSES
 CQ0683'A LEVEE, 34 FEET WEST OF THE CENTER LINE OF THE ROAD AND THE CENTER OF
 CQ0683'A WOODEN GATE, 25 FEET NORTH OF THE CENTER LINE OF THE LEVEE, 1/2 FOOT
 CQ0683'NORTH OF A FENCE, 0.5 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 CQ0683'WITH THE ROAD, ABOUT 4 FEET BELOW THE LEVEL OF THE LEVEE, AND SET IN
 CQ0683'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0807 ***********************************************************************
 CQ0807  DESIGNATION -  H 116
 CQ0807  PID         -  CQ0807
 CQ0807  STATE/COUNTY-  LA/CALDWELL
 CQ0807  USGS QUAD   -  BLANKSTON (1989)
 CQ0807
 CQ0807                         *CURRENT SURVEY CONTROL
 CQ0807  ___________________________________________________________________
 CQ0807* NAD 83(1986)-  32 14 49.     (N)    092 12 27.     (W)     SCALED    
 CQ0807* NAVD 88     -        55.58   (+/-2cm)     182.3    (feet)  VERTCON   
 CQ0807  ___________________________________________________________________
 CQ0807  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0807
 CQ0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0807
 CQ0807.The horizontal coordinates were scaled from a topographic map and have
 CQ0807.an estimated accuracy of +/- 6 seconds.
 CQ0807
 CQ0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0807.The vertical order pertains to the NGVD 29 superseded value.
 CQ0807
 CQ0807.The geoid height was determined by GEOID03.
 CQ0807
 CQ0807;                    North         East    Units  Estimated Accuracy
 CQ0807;SPC LA N     -   193,730.    1,027,560.      MT  (+/- 180 meters Scaled)
 CQ0807
 CQ0807                          SUPERSEDED SURVEY CONTROL
 CQ0807
 CQ0807  NGVD 29 (??/??/??)   55.605  (m)          182.43   (f) ADJUSTED    2 0
 CQ0807
 CQ0807.Superseded values are not recommended for survey control.
 CQ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0807.See file dsdata.txt to determine how the superseded data were derived.
 CQ0807
 CQ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR746680(NAD 83)
 CQ0807_MARKER: DB = BENCH MARK DISK
 CQ0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0807_STAMPING: H 116 1949
 CQ0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0807+STABILITY: SURFACE MOTION
 CQ0807
 CQ0807  HISTORY     - Date     Condition        Report By
 CQ0807  HISTORY     - 1949     MONUMENTED       CGS
 CQ0807
 CQ0807                          STATION DESCRIPTION
 CQ0807
 CQ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0807'3.8 MI E FROM VIXEN.
 CQ0807'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0807'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.7
 CQ0807'MILES EAST ALONG A PARISH ROAD.  AT A T-JUNCTION OF ROADS, 92 FEET
 CQ0807'NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 34 FEET SOUTHEAST OF
 CQ0807'THE SOUTHEAST CORNER OF THE L. E. MORRIS FARMHOUSE, 32 FEET WEST OF
 CQ0807'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2 FEET NORTHEAST OF A CORNER
 CQ0807'FENCE POST, 1 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CQ0807'AT A DEPTH OF 4 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0799 ***********************************************************************
 CQ0799  DESIGNATION -  H 117
 CQ0799  PID         -  CQ0799
 CQ0799  STATE/COUNTY-  LA/CALDWELL
 CQ0799  USGS QUAD   -  BLANKSTON (1989)
 CQ0799
 CQ0799                         *CURRENT SURVEY CONTROL
 CQ0799  ___________________________________________________________________
 CQ0799* NAD 83(1986)-  32 09 28.     (N)    092 09 09.     (W)     SCALED    
 CQ0799* NAVD 88     -        59.71   (+/-2cm)     195.9    (feet)  VERTCON   
 CQ0799  ___________________________________________________________________
 CQ0799  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0799
 CQ0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0799
 CQ0799.The horizontal coordinates were scaled from a topographic map and have
 CQ0799.an estimated accuracy of +/- 6 seconds.
 CQ0799
 CQ0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0799.The vertical order pertains to the NGVD 29 superseded value.
 CQ0799
 CQ0799.The geoid height was determined by GEOID03.
 CQ0799
 CQ0799;                    North         East    Units  Estimated Accuracy
 CQ0799;SPC LA N     -   183,860.    1,032,780.      MT  (+/- 180 meters Scaled)
 CQ0799
 CQ0799                          SUPERSEDED SURVEY CONTROL
 CQ0799
 CQ0799  NGVD 29 (??/??/??)   59.731  (m)          195.97   (f) ADJUSTED    2 0
 CQ0799
 CQ0799.Superseded values are not recommended for survey control.
 CQ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0799.See file dsdata.txt to determine how the superseded data were derived.
 CQ0799
 CQ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR799582(NAD 83)
 CQ0799_MARKER: DB = BENCH MARK DISK
 CQ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0799_STAMPING: H 117 1949
 CQ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0799+STABILITY: SURFACE MOTION
 CQ0799
 CQ0799  HISTORY     - Date     Condition        Report By
 CQ0799  HISTORY     - 1949     MONUMENTED       CGS
 CQ0799  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0799
 CQ0799                          STATION DESCRIPTION
 CQ0799
 CQ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0799'2.8 MI NE FROM MOUNT PLEASANT.
 CQ0799'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0799'CHURCH AT MOUNT PLEASANT, THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY
 CQ0799'1636.  ON THE SIDE OF A HILL WHICH SLOPES TO THE NORTH, 0.15 MILE
 CQ0799'SOUTH OF A WOODEN BRIDGE WHICH IS AT THE FOOT OF THE HILL, 46 FEET
 CQ0799'EAST OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF A 14 INCH
 CQ0799'TRIANGULAR BLAZED PINE TREE, 6 FEET NORTHEAST OF A 6 INCH TRIANGULAR
 CQ0799'BLAZED OAK TREE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ0799'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CQ0799
 CQ0799                          STATION RECOVERY (1986)
 CQ0799
 CQ0799'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0902 ***********************************************************************
 CQ0902  DESIGNATION -  H 118
 CQ0902  PID         -  CQ0902
 CQ0902  STATE/COUNTY-  LA/OUACHITA
 CQ0902  USGS QUAD   -  CADEVILLE (1982)
 CQ0902
 CQ0902                         *CURRENT SURVEY CONTROL
 CQ0902  ___________________________________________________________________
 CQ0902* NAD 83(1986)-  32 24 41.     (N)    092 19 55.     (W)     SCALED    
 CQ0902* NAVD 88     -        35.92   (+/-2cm)     117.8    (feet)  VERTCON   
 CQ0902  ___________________________________________________________________
 CQ0902  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0902
 CQ0902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0902
 CQ0902.The horizontal coordinates were scaled from a topographic map and have
 CQ0902.an estimated accuracy of +/- 6 seconds.
 CQ0902
 CQ0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0902.The vertical order pertains to the NGVD 29 superseded value.
 CQ0902
 CQ0902.The geoid height was determined by GEOID03.
 CQ0902
 CQ0902;                    North         East    Units  Estimated Accuracy
 CQ0902;SPC LA N     -   211,940.    1,015,810.      MT  (+/- 180 meters Scaled)
 CQ0902
 CQ0902                          SUPERSEDED SURVEY CONTROL
 CQ0902
 CQ0902  NGVD 29 (??/??/??)   35.969  (m)          118.01   (f) ADJUSTED    2 0
 CQ0902
 CQ0902.Superseded values are not recommended for survey control.
 CQ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0902.See file dsdata.txt to determine how the superseded data were derived.
 CQ0902
 CQ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR628862(NAD 83)
 CQ0902_MARKER: DB = BENCH MARK DISK
 CQ0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0902_STAMPING: H 118 1949
 CQ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0902+STABILITY: SURFACE MOTION
 CQ0902
 CQ0902  HISTORY     - Date     Condition        Report By
 CQ0902  HISTORY     - 1949     MONUMENTED       CGS
 CQ0902  HISTORY     - 1950     GOOD             CGS
 CQ0902  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0902
 CQ0902                          STATION DESCRIPTION
 CQ0902
 CQ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0902'1.4 MI S FROM CADEVILLE.
 CQ0902'1.4 MILES SOUTH ALONG STATE HIGHWAY NO. 201 FROM THE JOHN H. HENRY
 CQ0902'STORE AT CADEVILLE, AT A Y-JUNCTION OF STATE HIGHWAY NO. 201 AND STATE
 CQ0902'HIGHWAY NO. 1295, ABOUT 0.15 MILE EAST OF A WOODEN BRIDGE, 122 FEET
 CQ0902'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY NO. 1295, 45 FEET EAST
 CQ0902'OF THE CENTER LINE OF STATE HIGHWAY NO. 201, IN THE WEST EDGE OF A
 CQ0902'CULTIVATED FIELD, 2.5 FEET NORTH OF A POWER LINE POLE, 1.5 FEET SOUTH
 CQ0902'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 CQ0902'FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK
 CQ0902'IS LOCATED 0.8 MILE WEST OF BENCH MARK J 118.
 CQ0902
 CQ0902                          STATION RECOVERY (1977)
 CQ0902
 CQ0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0705 ***********************************************************************
 CQ0705  DESIGNATION -  H 119
 CQ0705  PID         -  CQ0705
 CQ0705  STATE/COUNTY-  LA/JACKSON
 CQ0705  USGS QUAD   -  CHATHAM SE (1982)
 CQ0705
 CQ0705                         *CURRENT SURVEY CONTROL
 CQ0705  ___________________________________________________________________
 CQ0705* NAD 83(1986)-  32 16 04.     (N)    092 19 16.     (W)     SCALED    
 CQ0705* NAVD 88     -        58.96   (+/-2cm)     193.4    (feet)  VERTCON   
 CQ0705  ___________________________________________________________________
 CQ0705  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0705
 CQ0705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0705
 CQ0705.The horizontal coordinates were scaled from a topographic map and have
 CQ0705.an estimated accuracy of +/- 6 seconds.
 CQ0705
 CQ0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0705.The vertical order pertains to the NGVD 29 superseded value.
 CQ0705
 CQ0705.The geoid height was determined by GEOID03.
 CQ0705
 CQ0705;                    North         East    Units  Estimated Accuracy
 CQ0705;SPC LA N     -   196,020.    1,016,850.      MT  (+/- 180 meters Scaled)
 CQ0705
 CQ0705                          SUPERSEDED SURVEY CONTROL
 CQ0705
 CQ0705  NGVD 29 (??/??/??)   58.998  (m)          193.56   (f) ADJUSTED    2 0
 CQ0705
 CQ0705.Superseded values are not recommended for survey control.
 CQ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0705.See file dsdata.txt to determine how the superseded data were derived.
 CQ0705
 CQ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR639703(NAD 83)
 CQ0705_MARKER: DB = BENCH MARK DISK
 CQ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0705_STAMPING: H 119 1949
 CQ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0705+STABILITY: SURFACE MOTION
 CQ0705
 CQ0705  HISTORY     - Date     Condition        Report By
 CQ0705  HISTORY     - 1949     MONUMENTED       CGS
 CQ0705  HISTORY     - 1950     GOOD             CGS
 CQ0705  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0705
 CQ0705                          STATION DESCRIPTION
 CQ0705
 CQ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0705'4.35 MI NW FROM VIXEN.
 CQ0705'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CQ0705'HIGHWAYS 17 AND 200 AT VIXEN, THENCE 1.85 MILES NORTHWEST ALONG A
 CQ0705'WINDING DIRT ROAD.  ON THE SIDE OF A HILL, 25 FEET NORTH OF A 12 INCH
 CQ0705'TRIANGULAR BLAZED PINE TREE, 18.5 FEET WEST OF THE CENTER LINE OF THE
 CQ0705'ROAD, 6 FEET NORTH OF THE CENTER LINE OF A DIM WOODS ROAD LEADING
 CQ0705'WEST, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ0705'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 CQ0705'17 IS NOW STATE HIGHWAY 4.
 CQ0705
 CQ0705                          STATION RECOVERY (1977)
 CQ0705
 CQ0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1677 ***********************************************************************
 CQ1677  DESIGNATION -  H 12
 CQ1677  PID         -  CQ1677
 CQ1677  STATE/COUNTY-  LA/CADDO
 CQ1677  USGS QUAD   -  STONEWALL (1992)
 CQ1677
 CQ1677                         *CURRENT SURVEY CONTROL
 CQ1677  ___________________________________________________________________
 CQ1677* NAD 83(1986)-  32 21 59.     (N)    093 50 27.     (W)     SCALED    
 CQ1677* NAVD 88     -        55.404  (meters)     181.77   (feet)  ADJUSTED  
 CQ1677  ___________________________________________________________________
 CQ1677  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1677  DYNAMIC HT  -          55.341 (meters)     181.56  (feet)  COMP
 CQ1677  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CQ1677
 CQ1677  VERT ORDER  -  FIRST     CLASS II
 CQ1677
 CQ1677.The horizontal coordinates were scaled from a topographic map and have
 CQ1677.an estimated accuracy of +/- 6 seconds.
 CQ1677
 CQ1677.The orthometric height was determined by differential leveling
 CQ1677.and adjusted by the National Geodetic Survey in June 1991..
 CQ1677
 CQ1677.The geoid height was determined by GEOID03.
 CQ1677
 CQ1677.The dynamic height is computed by dividing the NAVD 88
 CQ1677.geopotential number by the normal gravity value computed on the
 CQ1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1677.degrees latitude (g = 980.6199 gals.).
 CQ1677
 CQ1677.The modeled gravity was interpolated from observed gravity values.
 CQ1677
 CQ1677;                    North         East    Units  Estimated Accuracy
 CQ1677;SPC LA N     -   207,720.      873,820.      MT  (+/- 180 meters Scaled)
 CQ1677
 CQ1677                          SUPERSEDED SURVEY CONTROL
 CQ1677
 CQ1677  NGVD 29 (??/??/??)   55.463  (m)          181.96   (f) ADJUSTED    1 2
 CQ1677
 CQ1677.Superseded values are not recommended for survey control.
 CQ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1677.See file dsdata.txt to determine how the superseded data were derived.
 CQ1677
 CQ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR208813(NAD 83)
 CQ1677_MARKER: DB = BENCH MARK DISK
 CQ1677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1677_SP_SET: CULVERT
 CQ1677_STAMPING: H 12 182.034
 CQ1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1677
 CQ1677  HISTORY     - Date     Condition        Report By
 CQ1677  HISTORY     - UNK      MONUMENTED       CGS
 CQ1677  HISTORY     - 1935     GOOD             CGS
 CQ1677
 CQ1677                          STATION DESCRIPTION
 CQ1677
 CQ1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ1677'2.3 MI S FROM REISOR.
 CQ1677'LOCATED ABOUT 2.3 MILES SOUTH OF REISOR, CADDO PARISH, LA., ON THE
 CQ1677'TEXAS AND PACIFIC RAILROAD, 16 POLES SOUTH OF MILE POST 315.  IT IS IN
 CQ1677'THE TOP OF A CONCRETE CULVERT WHICH IS UNDER THE RAILROAD TRACK, AND
 CQ1677'ON THE LEFT HAND SIDE OF THE TRACK GOING FROM REISOR TO KEITHVILLE. IT
 CQ1677'IS 12 FT. EAST OF THE CENTER LINE OF THE MAIN TRACK OF THE T. AND P.
 CQ1677'RWY. MAIN LINE.  MARK IS A STANDARD DISK, WELL PRESERVED AND EASILY
 CQ1677'LOCATED, THE NUMBER OF THE MONUMENT AND THE ELEVATION STAMPED UPON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0818 ***********************************************************************
 CQ0818  DESIGNATION -  H 120
 CQ0818  PID         -  CQ0818
 CQ0818  STATE/COUNTY-  LA/CALDWELL
 CQ0818  USGS QUAD   -  CLARKS (1989)
 CQ0818
 CQ0818                         *CURRENT SURVEY CONTROL
 CQ0818  ___________________________________________________________________
 CQ0818* NAD 83(1986)-  32 07 19.     (N)    092 10 10.     (W)     SCALED    
 CQ0818* NAVD 88     -        65.32   (+/-2cm)     214.3    (feet)  VERTCON   
 CQ0818  ___________________________________________________________________
 CQ0818  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0818
 CQ0818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0818
 CQ0818.The horizontal coordinates were scaled from a topographic map and have
 CQ0818.an estimated accuracy of +/- 6 seconds.
 CQ0818
 CQ0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0818.The vertical order pertains to the NGVD 29 superseded value.
 CQ0818
 CQ0818.The geoid height was determined by GEOID03.
 CQ0818
 CQ0818;                    North         East    Units  Estimated Accuracy
 CQ0818;SPC LA N     -   179,880.    1,031,190.      MT  (+/- 180 meters Scaled)
 CQ0818
 CQ0818                          SUPERSEDED SURVEY CONTROL
 CQ0818
 CQ0818  NGVD 29 (??/??/??)   65.337  (m)          214.36   (f) ADJUSTED    2 0
 CQ0818
 CQ0818.Superseded values are not recommended for survey control.
 CQ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0818.See file dsdata.txt to determine how the superseded data were derived.
 CQ0818
 CQ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR783542(NAD 83)
 CQ0818_MARKER: DB = BENCH MARK DISK
 CQ0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0818_STAMPING: H 120 1949
 CQ0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0818+STABILITY: SURFACE MOTION
 CQ0818
 CQ0818  HISTORY     - Date     Condition        Report By
 CQ0818  HISTORY     - 1949     MONUMENTED       CGS
 CQ0818  HISTORY     - 1950     GOOD             CGS
 CQ0818
 CQ0818                          STATION DESCRIPTION
 CQ0818
 CQ0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0818'1.3 MI SE FROM MOUNT PLEASANT.
 CQ0818'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE THE MOUNT PLEASANT
 CQ0818'CHURCH AT MOUNT PLEASANT, AT A HIGHWAY INTERSECTION, 100 FEET NORTH OF
 CQ0818'A SMALL FARMHOUSE, 48 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 CQ0818'17, 48 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 1636, 1.3 FEET
 CQ0818'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0818'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1470 ***********************************************************************
 BX1470  DESIGNATION -  H 121
 BX1470  PID         -  BX1470
 BX1470  STATE/COUNTY-  LA/WINN
 BX1470  USGS QUAD   -  COOCHIE BRAKE (1993)
 BX1470
 BX1470                         *CURRENT SURVEY CONTROL
 BX1470  ___________________________________________________________________
 BX1470* NAD 83(1986)-  31 49 11.     (N)    092 45 06.     (W)     SCALED    
 BX1470* NAVD 88     -        72.23   (+/-2cm)     237.0    (feet)  VERTCON   
 BX1470  ___________________________________________________________________
 BX1470  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX1470
 BX1470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1470
 BX1470.The horizontal coordinates were scaled from a topographic map and have
 BX1470.an estimated accuracy of +/- 6 seconds.
 BX1470
 BX1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1470.The vertical order pertains to the NGVD 29 superseded value.
 BX1470
 BX1470.The geoid height was determined by GEOID03.
 BX1470
 BX1470;                    North         East    Units  Estimated Accuracy
 BX1470;SPC LA N     -   146,350.      976,180.      MT  (+/- 180 meters Scaled)
 BX1470
 BX1470                          SUPERSEDED SURVEY CONTROL
 BX1470
 BX1470  NGVD 29 (??/??/??)   72.253  (m)          237.05   (f) ADJUSTED    2 0
 BX1470
 BX1470.Superseded values are not recommended for survey control.
 BX1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1470.See file dsdata.txt to determine how the superseded data were derived.
 BX1470
 BX1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR235204(NAD 83)
 BX1470_MARKER: DB = BENCH MARK DISK
 BX1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1470_STAMPING: H 121 1949
 BX1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1470+STABILITY: SURFACE MOTION
 BX1470
 BX1470  HISTORY     - Date     Condition        Report By
 BX1470  HISTORY     - 1949     MONUMENTED       CGS
 BX1470  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1470
 BX1470                          STATION DESCRIPTION
 BX1470
 BX1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1470'1.0 MI NW FROM ATLANTA.
 BX1470'0.25 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT ATLANTA,
 BX1470'THENCE 0.75 MILE NORTHWEST ALONG A DIRT ROAD, 51 FEET NORTHEAST OF THE
 BX1470'CENTER LINE OF THE ROAD, 26.0 FEET SOUTH OF A FENCE, 33.0 FEET EAST OF
 BX1470'AN 18 INCH TRIANGULAR BLAZED PINE TREE, 1.8 FEET NORTHWEST OF A
 BX1470'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BX1470'FOOT ABOVE THE GROUND.
 BX1470
 BX1470                          STATION RECOVERY (2001)
 BX1470
 BX1470'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1649 ***********************************************************************
 BX1649  DESIGNATION -  H 122
 BX1649  PID         -  BX1649
 BX1649  STATE/COUNTY-  LA/GRANT
 BX1649  USGS QUAD   -  WILLIANA (1985)
 BX1649
 BX1649                         *CURRENT SURVEY CONTROL
 BX1649  ___________________________________________________________________
 BX1649* NAD 83(1986)-  31 44 41.     (N)    092 35 06.     (W)     SCALED    
 BX1649* NAVD 88     -        49.72   (+/-2cm)     163.1    (feet)  VERTCON   
 BX1649  ___________________________________________________________________
 BX1649  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1649
 BX1649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1649
 BX1649.The horizontal coordinates were scaled from a topographic map and have
 BX1649.an estimated accuracy of +/- 6 seconds.
 BX1649
 BX1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1649.The vertical order pertains to the NGVD 29 superseded value.
 BX1649
 BX1649.The geoid height was determined by GEOID03.
 BX1649
 BX1649;                    North         East    Units  Estimated Accuracy
 BX1649;SPC LA N     -   138,010.      991,950.      MT  (+/- 180 meters Scaled)
 BX1649
 BX1649                          SUPERSEDED SURVEY CONTROL
 BX1649
 BX1649  NGVD 29 (??/??/??)   49.727  (m)          163.15   (f) ADJUSTED    2 0
 BX1649
 BX1649.Superseded values are not recommended for survey control.
 BX1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1649.See file dsdata.txt to determine how the superseded data were derived.
 BX1649
 BX1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR393122(NAD 83)
 BX1649_MARKER: DB = BENCH MARK DISK
 BX1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1649_STAMPING: H 122 1949
 BX1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1649+STABILITY: SURFACE MOTION
 BX1649
 BX1649  HISTORY     - Date     Condition        Report By
 BX1649  HISTORY     - 1949     MONUMENTED       CGS
 BX1649
 BX1649                          STATION DESCRIPTION
 BX1649
 BX1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1649'4.7 MI SW FROM PACKTON.
 BX1649'0.15 MILE WEST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1649'RAILROAD STATION AT PACKTON, THENCE 3.75 MILES SOUTH ALONG U.S.
 BX1649'HIGHWAY 167, THENCE 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD, 26 FEET
 BX1649'SOUTH OF THE CENTER LINE OF THE ROAD, 11.0 FEET NORTHEAST OF AN 8 INCH
 BX1649'TRIANGULAR BLAZED PINE TREE, 14.0 FEET NORTHWEST OF A 10 INCH
 BX1649'TRIANGULAR BLAZED PINE TREE, 1.6 FEET NORTH OF A WITNESS POST, SET IN
 BX1649'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0568 ***********************************************************************
 CQ0568  DESIGNATION -  H 123
 CQ0568  PID         -  CQ0568
 CQ0568  STATE/COUNTY-  LA/CALDWELL
 CQ0568  USGS QUAD   -  COLUMBIA (1989)
 CQ0568
 CQ0568                         *CURRENT SURVEY CONTROL
 CQ0568  ___________________________________________________________________
 CQ0568* NAD 83(1986)-  32 02 18.     (N)    092 03 26.     (W)     SCALED    
 CQ0568* NAVD 88     -        73.16   (+/-2cm)     240.0    (feet)  VERTCON   
 CQ0568  ___________________________________________________________________
 CQ0568  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0568
 CQ0568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0568
 CQ0568.The horizontal coordinates were scaled from a topographic map and have
 CQ0568.an estimated accuracy of +/- 6 seconds.
 CQ0568
 CQ0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0568.The vertical order pertains to the NGVD 29 superseded value.
 CQ0568
 CQ0568.The geoid height was determined by GEOID03.
 CQ0568
 CQ0568;                    North         East    Units  Estimated Accuracy
 CQ0568;SPC LA N     -   170,650.    1,041,820.      MT  (+/- 180 meters Scaled)
 CQ0568
 CQ0568                          SUPERSEDED SURVEY CONTROL
 CQ0568
 CQ0568  NGVD 29 (??/??/??)   73.173  (m)          240.07   (f) ADJUSTED    2 0
 CQ0568
 CQ0568.Superseded values are not recommended for survey control.
 CQ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0568.See file dsdata.txt to determine how the superseded data were derived.
 CQ0568
 CQ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR890450(NAD 83)
 CQ0568_MARKER: DB = BENCH MARK DISK
 CQ0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0568_STAMPING: H 123 1949
 CQ0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0568+STABILITY: SURFACE MOTION
 CQ0568
 CQ0568  HISTORY     - Date     Condition        Report By
 CQ0568  HISTORY     - 1949     MONUMENTED       CGS
 CQ0568  HISTORY     - 1959     GOOD             CGS
 CQ0568
 CQ0568                          STATION DESCRIPTION
 CQ0568
 CQ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CQ0568'5.65 MI S FROM COLUMBIA.
 CQ0568'LOCATED 1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST
 CQ0568'CHURCH AT COLUMBIA, THENCE 4.2 MILES SOUTHEAST ALONG STATE HIGHWAY
 CQ0568'849.  IN A CHURCH YARD, 195 FEET EAST OF THE CENTER OF THE HIGHWAY, 3
 CQ0568'FEET SOUTH OF AN OLD PINE STUMP, 23 FEET NORTHWEST OF THE NORTHWEST
 CQ0568'CORNER OF AN OLD CHURCH AND 2 FEET NORTH OF A WITNESS POST. IT IS A
 CQ0568'STANDARD DISK, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CQ0568'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0267 ***********************************************************************
 BX0267  DESIGNATION -  H 124
 BX0267  PID         -  BX0267
 BX0267  STATE/COUNTY-  LA/LA SALLE
 BX0267  USGS QUAD   -  SUMMERVILLE (1984)
 BX0267
 BX0267                         *CURRENT SURVEY CONTROL
 BX0267  ___________________________________________________________________
 BX0267* NAD 83(1986)-  31 52 24.     (N)    092 13 15.     (W)     SCALED    
 BX0267* NAVD 88     -        33.69   (+/-2cm)     110.5    (feet)  VERTCON   
 BX0267  ___________________________________________________________________
 BX0267  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0267
 BX0267  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0267
 BX0267.The horizontal coordinates were scaled from a topographic map and have
 BX0267.an estimated accuracy of +/- 6 seconds.
 BX0267
 BX0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0267.The vertical order pertains to the NGVD 29 superseded value.
 BX0267
 BX0267.The geoid height was determined by GEOID03.
 BX0267
 BX0267;                    North         East    Units  Estimated Accuracy
 BX0267;SPC LA N     -   152,300.    1,026,410.      MT  (+/- 180 meters Scaled)
 BX0267
 BX0267                          SUPERSEDED SURVEY CONTROL
 BX0267
 BX0267  NGVD 29 (??/??/??)   33.698  (m)          110.56   (f) ADJUSTED    1 2
 BX0267
 BX0267.Superseded values are not recommended for survey control.
 BX0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0267.See file dsdata.txt to determine how the superseded data were derived.
 BX0267
 BX0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR736266(NAD 83)
 BX0267_MARKER: DB = BENCH MARK DISK
 BX0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0267_STAMPING: H 124 1949
 BX0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0267+STABILITY: SURFACE MOTION
 BX0267
 BX0267  HISTORY     - Date     Condition        Report By
 BX0267  HISTORY     - 1949     MONUMENTED       CGS
 BX0267  HISTORY     - 1965     GOOD             CGS
 BX0267  HISTORY     - 1969     GOOD             CGS
 BX0267
 BX0267                          STATION DESCRIPTION
 BX0267
 BX0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0267'3.2 MI SE FROM OLLA.
 BX0267'ABOUT 2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 127 FROM THE MISSOURI
 BX0267'PACIFIC RAILROAD STATION AT OLLA, THENCE 0.4 MILE NORTH ALONG A
 BX0267'GRAVELED ROAD TO A FARMHOUSE WITH A BRICK CHIMNEY ON THE SOUTH SIDE,
 BX0267'223 FEET EAST OF THE CENTER LINE OF THE ROAD, 171 FEET NORTHEAST OF A
 BX0267'POWER POLE BEARING A TRANSFORMER, 121 FEET EAST-NORTHEAST OF A 36-INCH
 BX0267'OAK TREE BEARING A WITNESS SHIELD, 89 FEET SOUTHWEST OF THE SOUTHWEST
 BX0267'CORNER OF THE FARMHOUSE, 25 FEET SOUTH OF THE CENTER LINE OF A
 BX0267'DRIVEWAY AND A CATTLE GUARD, 10 1/2 FEET EAST OF A BOARD AND WIRE
 BX0267'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX0267'NOTE-- DUE TO CONSTRUCTION IN THE AREA THIS MARK WILL BE DESTROYED.
 BX0267
 BX0267                          STATION RECOVERY (1969)
 BX0267
 BX0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0521 ***********************************************************************
 BX0521  DESIGNATION -  H 125
 BX0521  PID         -  BX0521
 BX0521  STATE/COUNTY-  LA/LA SALLE
 BX0521  USGS QUAD   -  SUMMERVILLE (1984)
 BX0521
 BX0521                         *CURRENT SURVEY CONTROL
 BX0521  ___________________________________________________________________
 BX0521* NAD 83(1986)-  31 45 07.     (N)    092 10 37.     (W)     SCALED    
 BX0521* NAVD 88     -        37.08   (+/-2cm)     121.7    (feet)  VERTCON   
 BX0521  ___________________________________________________________________
 BX0521  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0521
 BX0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0521
 BX0521.The horizontal coordinates were scaled from a topographic map and have
 BX0521.an estimated accuracy of +/- 6 seconds.
 BX0521
 BX0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0521.The vertical order pertains to the NGVD 29 superseded value.
 BX0521
 BX0521.The geoid height was determined by GEOID03.
 BX0521
 BX0521;                    North         East    Units  Estimated Accuracy
 BX0521;SPC LA N     -   138,860.    1,030,610.      MT  (+/- 180 meters Scaled)
 BX0521
 BX0521                          SUPERSEDED SURVEY CONTROL
 BX0521
 BX0521  NGVD 29 (??/??/??)   37.077  (m)          121.64   (f) ADJUSTED    2 0
 BX0521
 BX0521.Superseded values are not recommended for survey control.
 BX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0521.See file dsdata.txt to determine how the superseded data were derived.
 BX0521
 BX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR779132(NAD 83)
 BX0521_MARKER: DB = BENCH MARK DISK
 BX0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0521_STAMPING: H 125 1950
 BX0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0521+STABILITY: SURFACE MOTION
 BX0521
 BX0521  HISTORY     - Date     Condition        Report By
 BX0521  HISTORY     - 1950     MONUMENTED       CGS
 BX0521
 BX0521                          STATION DESCRIPTION
 BX0521
 BX0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0521'5.85 MI NW FROM JENA.
 BX0521'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0521'JENA, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD.  94 FEET EAST OF THE
 BX0521'CENTER LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, 60 FEET SOUTH OF THE
 BX0521'CENTER LINE OF THE EAST AND WEST ROAD, 26.0 FEET SOUTHWEST OF A FENCE
 BX0521'CORNER, 1.6 FEET WEST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST,
 BX0521'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BX0521'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0430 ***********************************************************************
 BX0430  DESIGNATION -  H 126
 BX0430  PID         -  BX0430
 BX0430  STATE/COUNTY-  LA/LA SALLE
 BX0430  USGS QUAD   -  JENA EAST (1985)
 BX0430
 BX0430                         *CURRENT SURVEY CONTROL
 BX0430  ___________________________________________________________________
 BX0430* NAD 83(1986)-  31 43 33.     (N)    092 03 57.     (W)     SCALED    
 BX0430* NAVD 88     -        71.74   (+/-2cm)     235.4    (feet)  VERTCON   
 BX0430  ___________________________________________________________________
 BX0430  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX0430
 BX0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0430
 BX0430.The horizontal coordinates were scaled from a topographic map and have
 BX0430.an estimated accuracy of +/- 6 seconds.
 BX0430
 BX0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0430.The vertical order pertains to the NGVD 29 superseded value.
 BX0430
 BX0430.The geoid height was determined by GEOID03.
 BX0430
 BX0430;                    North         East    Units  Estimated Accuracy
 BX0430;SPC LA N     -   136,000.    1,041,140.      MT  (+/- 180 meters Scaled)
 BX0430
 BX0430                          SUPERSEDED SURVEY CONTROL
 BX0430
 BX0430  NGVD 29 (??/??/??)   71.733  (m)          235.34   (f) ADJUSTED    2 0
 BX0430
 BX0430.Superseded values are not recommended for survey control.
 BX0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0430.See file dsdata.txt to determine how the superseded data were derived.
 BX0430
 BX0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR885104(NAD 83)
 BX0430_MARKER: DB = BENCH MARK DISK
 BX0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0430_STAMPING: H 126 1950
 BX0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0430+STABILITY: SURFACE MOTION
 BX0430
 BX0430  HISTORY     - Date     Condition        Report By
 BX0430  HISTORY     - 1950     MONUMENTED       CGS
 BX0430
 BX0430                          STATION DESCRIPTION
 BX0430
 BX0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0430'6.7 MI SW FROM AIMWELL.
 BX0430'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0430'AIMWELL, THENCE 6.25 MILES SOUTHWEST ALONG STATE HIGHWAY 1010, THENCE
 BX0430'0.15 MILE SOUTHEAST ALONG STATE HIGHWAY C 1679, AT A JUNCTION WITH A
 BX0430'ROAD LEADING SOUTHWEST, 101.0 FEET SOUTH OF AND ACROSS THE ROAD FROM A
 BX0430'POWER POLE, 73 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 55
 BX0430'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, 1.7
 BX0430'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0430'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0762 ***********************************************************************
 CQ0762  DESIGNATION -  H 127
 CQ0762  PID         -  CQ0762
 CQ0762  STATE/COUNTY-  LA/JACKSON
 CQ0762  USGS QUAD   -  CHATHAM (1982)
 CQ0762
 CQ0762                         *CURRENT SURVEY CONTROL
 CQ0762  ___________________________________________________________________
 CQ0762* NAD 83(1986)-  32 18 29.     (N)    092 23 24.     (W)     SCALED    
 CQ0762* NAVD 88     -        46.38   (+/-2cm)     152.2    (feet)  VERTCON   
 CQ0762  ___________________________________________________________________
 CQ0762  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0762
 CQ0762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0762
 CQ0762.The horizontal coordinates were scaled from a topographic map and have
 CQ0762.an estimated accuracy of +/- 6 seconds.
 CQ0762
 CQ0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0762.The vertical order pertains to the NGVD 29 superseded value.
 CQ0762
 CQ0762.The geoid height was determined by GEOID03.
 CQ0762
 CQ0762;                    North         East    Units  Estimated Accuracy
 CQ0762;SPC LA N     -   200,480.    1,010,360.      MT  (+/- 180 meters Scaled)
 CQ0762
 CQ0762                          SUPERSEDED SURVEY CONTROL
 CQ0762
 CQ0762  NGVD 29 (??/??/??)   46.418  (m)          152.29   (f) ADJUSTED    2 0
 CQ0762
 CQ0762.Superseded values are not recommended for survey control.
 CQ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0762.See file dsdata.txt to determine how the superseded data were derived.
 CQ0762
 CQ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR574747(NAD 83)
 CQ0762_MARKER: DB = BENCH MARK DISK
 CQ0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0762_SP_SET: BRIDGE
 CQ0762_STAMPING: H 127 1950
 CQ0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0762
 CQ0762  HISTORY     - Date     Condition        Report By
 CQ0762  HISTORY     - 1950     MONUMENTED       CGS
 CQ0762
 CQ0762                          STATION DESCRIPTION
 CQ0762
 CQ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0762'4.65 MI NE FROM CHATHAM.
 CQ0762'1.55 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0762'AT CHATHAM, THENCE 3.1 MILES EAST ALONG A GRAVELED ROAD.  12 FEET
 CQ0762'NORTH OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF THE EAST
 CQ0762'END OF THE NORTH CURB OF A 175-FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0629 ***********************************************************************
 CQ0629  DESIGNATION -  H 128
 CQ0629  PID         -  CQ0629
 CQ0629  STATE/COUNTY-  LA/WINN
 CQ0629  USGS QUAD   -  SIKES (1989)
 CQ0629
 CQ0629                         *CURRENT SURVEY CONTROL
 CQ0629  ___________________________________________________________________
 CQ0629* NAD 83(1986)-  32 03 36.     (N)    092 23 35.     (W)     SCALED    
 CQ0629* NAVD 88     -        38.73   (+/-2cm)     127.1    (feet)  VERTCON   
 CQ0629  ___________________________________________________________________
 CQ0629  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CQ0629
 CQ0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0629
 CQ0629.The horizontal coordinates were scaled from a topographic map and have
 CQ0629.an estimated accuracy of +/- 6 seconds.
 CQ0629
 CQ0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0629.The vertical order pertains to the NGVD 29 superseded value.
 CQ0629
 CQ0629.The geoid height was determined by GEOID03.
 CQ0629
 CQ0629;                    North         East    Units  Estimated Accuracy
 CQ0629;SPC LA N     -   172,970.    1,010,100.      MT  (+/- 180 meters Scaled)
 CQ0629
 CQ0629                          SUPERSEDED SURVEY CONTROL
 CQ0629
 CQ0629  NGVD 29 (??/??/??)   38.759  (m)          127.16   (f) ADJUSTED    2 0
 CQ0629
 CQ0629.Superseded values are not recommended for survey control.
 CQ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0629.See file dsdata.txt to determine how the superseded data were derived.
 CQ0629
 CQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR572472(NAD 83)
 CQ0629_MARKER: DB = BENCH MARK DISK
 CQ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0629_STAMPING: H 128 1950
 CQ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0629+STABILITY: SURFACE MOTION
 CQ0629
 CQ0629  HISTORY     - Date     Condition        Report By
 CQ0629  HISTORY     - 1950     MONUMENTED       CGS
 CQ0629  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0629
 CQ0629                          STATION DESCRIPTION
 CQ0629
 CQ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0629'7.5 MI SE FROM SIKES.
 CQ0629'5.45 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0629'SIKES, THENCE 2.05 MILES SOUTH ALONG A GRADED DIRT ROAD.  AT A ROAD
 CQ0629'JUNCTION, 70 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 33
 CQ0629'FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH FROM THE
 CQ0629'JUNCTION, 35 FEET SOUTHEAST OF THE CENTER LINE OF A SMALL STREAM, 1.5
 CQ0629'FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CQ0629'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.0
 CQ0629'MILE NORTH OF BENCH MARK W 137.
 CQ0629
 CQ0629                          STATION RECOVERY (1986)
 CQ0629
 CQ0629'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0543 ***********************************************************************
 CQ0543  DESIGNATION -  H 129
 CQ0543  PID         -  CQ0543
 CQ0543  STATE/COUNTY-  LA/JACKSON
 CQ0543  USGS QUAD   -  CHATHAM (1982)
 CQ0543
 CQ0543                         *CURRENT SURVEY CONTROL
 CQ0543  ___________________________________________________________________
 CQ0543* NAD 83(1986)-  32 18 15.     (N)    092 27 08.     (W)     SCALED    
 CQ0543* NAVD 88     -        57.74   (+/-2cm)     189.4    (feet)  VERTCON   
 CQ0543  ___________________________________________________________________
 CQ0543  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ0543
 CQ0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0543
 CQ0543.The horizontal coordinates were scaled from a topographic map and have
 CQ0543.an estimated accuracy of +/- 6 seconds.
 CQ0543
 CQ0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0543.The vertical order pertains to the NGVD 29 superseded value.
 CQ0543
 CQ0543.The geoid height was determined by GEOID03.
 CQ0543
 CQ0543;                    North         East    Units  Estimated Accuracy
 CQ0543;SPC LA N     -   200,040.    1,004,500.      MT  (+/- 180 meters Scaled)
 CQ0543
 CQ0543                          SUPERSEDED SURVEY CONTROL
 CQ0543
 CQ0543  NGVD 29 (??/??/??)   57.782  (m)          189.57   (f) ADJUSTED    2 0
 CQ0543
 CQ0543.Superseded values are not recommended for survey control.
 CQ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0543.See file dsdata.txt to determine how the superseded data were derived.
 CQ0543
 CQ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR515742(NAD 83)
 CQ0543_MARKER: DB = BENCH MARK DISK
 CQ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0543_STAMPING: H 129 1950
 CQ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0543+STABILITY: SURFACE MOTION
 CQ0543
 CQ0543  HISTORY     - Date     Condition        Report By
 CQ0543  HISTORY     - 1950     MONUMENTED       CGS
 CQ0543  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0543
 CQ0543                          STATION DESCRIPTION
 CQ0543
 CQ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0543'IN CHATHAM.
 CQ0543'AT CHATHAM, 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE
 CQ0543'PEOPLES BANK, 90 FEET SOUTHWEST OF A POINT ON THE PROJECTED CENTER
 CQ0543'LINE OF A SIDE STREET LEADING NORTHWEST TO THE HIGH SCHOOL, 32 FEET
 CQ0543'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHEAST OF A
 CQ0543'CORNER FENCE POST, 1.1 FEET NORTHEAST OF A FENCE, 1.2 FEET NORTHWEST
 CQ0543'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 CQ0543'FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0543
 CQ0543                          STATION RECOVERY (1978)
 CQ0543
 CQ0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0445 ***********************************************************************
 BX0445  DESIGNATION -  H 130
 BX0445  PID         -  BX0445
 BX0445  STATE/COUNTY-  LA/CALDWELL
 BX0445  USGS QUAD   -  HOLUM (1988)
 BX0445
 BX0445                         *CURRENT SURVEY CONTROL
 BX0445  ___________________________________________________________________
 BX0445* NAD 83(1986)-  31 56 13.     (N)    092 02 57.     (W)     SCALED    
 BX0445* NAVD 88     -        73.51   (+/-2cm)     241.2    (feet)  VERTCON   
 BX0445  ___________________________________________________________________
 BX0445  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0445
 BX0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0445
 BX0445.The horizontal coordinates were scaled from a topographic map and have
 BX0445.an estimated accuracy of +/- 6 seconds.
 BX0445
 BX0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0445.The vertical order pertains to the NGVD 29 superseded value.
 BX0445
 BX0445.The geoid height was determined by GEOID03.
 BX0445
 BX0445;                    North         East    Units  Estimated Accuracy
 BX0445;SPC LA N     -   159,410.    1,042,630.      MT  (+/- 180 meters Scaled)
 BX0445
 BX0445                          SUPERSEDED SURVEY CONTROL
 BX0445
 BX0445  NGVD 29 (??/??/??)   73.513  (m)          241.18   (f) ADJUSTED    2 0
 BX0445
 BX0445.Superseded values are not recommended for survey control.
 BX0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0445.See file dsdata.txt to determine how the superseded data were derived.
 BX0445
 BX0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR898338(NAD 83)
 BX0445_MARKER: DB = BENCH MARK DISK
 BX0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0445_STAMPING: H 130 1950
 BX0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0445+STABILITY: SURFACE MOTION
 BX0445
 BX0445  HISTORY     - Date     Condition        Report By
 BX0445  HISTORY     - 1950     MONUMENTED       CGS
 BX0445
 BX0445                          STATION DESCRIPTION
 BX0445
 BX0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0445'5.7 MI NW FROM ROSEFIELD.
 BX0445'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0445'ROSEFIELD, THENCE 1.0 MILE WEST ALONG A WINDING DIRT ROAD.  38 FEET
 BX0445'EAST OF THE CENTER LINE OF THE ROAD, 20 FEET EAST OF A 16 INCH
 BX0445'TRIANGULAR BLAZED OAK TREE, 17 FEET NORTH OF A 20 INCH TRIANGULAR
 BX0445'BLAZED OAK TREE, 10 FEET WEST OF A 10 INCH TRIANGULAR BLAZED OAK TREE,
 BX0445'1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0445'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0472 ***********************************************************************
 BX0472  DESIGNATION -  H 131
 BX0472  PID         -  BX0472
 BX0472  STATE/COUNTY-  LA/LA SALLE
 BX0472  USGS QUAD   -  NICKEL (1984)
 BX0472
 BX0472                         *CURRENT SURVEY CONTROL
 BX0472  ___________________________________________________________________
 BX0472* NAD 83(1986)-  31 51 59.     (N)    092 03 57.     (W)     SCALED    
 BX0472* NAVD 88     -        84.66   (+/-2cm)     277.8    (feet)  VERTCON   
 BX0472  ___________________________________________________________________
 BX0472  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0472
 BX0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0472
 BX0472.The horizontal coordinates were scaled from a topographic map and have
 BX0472.an estimated accuracy of +/- 6 seconds.
 BX0472
 BX0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0472.The vertical order pertains to the NGVD 29 superseded value.
 BX0472
 BX0472.The geoid height was determined by GEOID03.
 BX0472
 BX0472;                    North         East    Units  Estimated Accuracy
 BX0472;SPC LA N     -   151,580.    1,041,080.      MT  (+/- 180 meters Scaled)
 BX0472
 BX0472                          SUPERSEDED SURVEY CONTROL
 BX0472
 BX0472  NGVD 29 (??/??/??)   84.665  (m)          277.77   (f) ADJUSTED    2 0
 BX0472
 BX0472.Superseded values are not recommended for survey control.
 BX0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0472.See file dsdata.txt to determine how the superseded data were derived.
 BX0472
 BX0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR883260(NAD 83)
 BX0472_MARKER: DB = BENCH MARK DISK
 BX0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0472_STAMPING: H 131 1950
 BX0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0472+STABILITY: SURFACE MOTION
 BX0472
 BX0472  HISTORY     - Date     Condition        Report By
 BX0472  HISTORY     - 1950     MONUMENTED       CGS
 BX0472  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0472
 BX0472                          STATION DESCRIPTION
 BX0472
 BX0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0472'6.55 MI W FROM ROSEFIELD.
 BX0472'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0472'ROSEFIELD, THENCE 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BX0472'0.7 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES SOUTHWEST ALONG
 BX0472'STATE HIGHWAY 1012, THENCE 1.1 MILES NORTHWEST ALONG A DIRT ROAD. 31
 BX0472'FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 36 FEET
 BX0472'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 7 FEET NORTH OF AN
 BX0472'8 INCH TRIANGULAR BLAZED PINE TREE, 1.7 FEET NORTHEAST OF A WITNESS
 BX0472'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BX0472'THE GROUND.
 BX0472
 BX0472                          STATION RECOVERY (1981)
 BX0472
 BX0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0326 ***********************************************************************
 BX0326  DESIGNATION -  H 137
 BX0326  PID         -  BX0326
 BX0326  STATE/COUNTY-  LA/LA SALLE
 BX0326  USGS QUAD   -  OLLA WEST (1984)
 BX0326
 BX0326                         *CURRENT SURVEY CONTROL
 BX0326  ___________________________________________________________________
 BX0326* NAD 83(1986)-  31 54 44.     (N)    092 17 47.     (W)     SCALED    
 BX0326* NAVD 88     -        27.54   (+/-2cm)      90.4    (feet)  VERTCON   
 BX0326  ___________________________________________________________________
 BX0326  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0326
 BX0326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0326
 BX0326.The horizontal coordinates were scaled from a topographic map and have
 BX0326.an estimated accuracy of +/- 6 seconds.
 BX0326
 BX0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0326.The vertical order pertains to the NGVD 29 superseded value.
 BX0326
 BX0326.The geoid height was determined by GEOID03.
 BX0326
 BX0326;                    North         East    Units  Estimated Accuracy
 BX0326;SPC LA N     -   156,600.    1,019,260.      MT  (+/- 180 meters Scaled)
 BX0326
 BX0326                          SUPERSEDED SURVEY CONTROL
 BX0326
 BX0326  NGVD 29 (??/??/??)   27.556  (m)           90.41   (f) ADJUSTED    2 0
 BX0326
 BX0326.Superseded values are not recommended for survey control.
 BX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0326.See file dsdata.txt to determine how the superseded data were derived.
 BX0326
 BX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR665309(NAD 83)
 BX0326_MARKER: DB = BENCH MARK DISK
 BX0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0326_STAMPING: H 137 1950
 BX0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0326+STABILITY: SURFACE MOTION
 BX0326
 BX0326  HISTORY     - Date     Condition        Report By
 BX0326  HISTORY     - 1950     MONUMENTED       CGS
 BX0326
 BX0326                          STATION DESCRIPTION
 BX0326
 BX0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0326'3.85 MI W FROM OLLA.
 BX0326'1.3 MILES SOUTHWEST ALONG OLD U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX0326'PACIFIC RAILROAD STATION AT OLLA, THENCE 2.55 MILES NORTHWEST ALONG
 BX0326'STATE HIGHWAY NO. 6, AT A T-JUNCTION OF ROADS, 60 FEET NORTH OF THE
 BX0326'CENTER LINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTER LINE OF A SIDE
 BX0326'ROAD LEADING NORTH, 6 FEET SOUTHWEST OF A 12-INCH PINE WITH A
 BX0326'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 4 FEET NORTHEAST OF A
 BX0326'10-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE,
 BX0326'1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BX0326'AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1735 ***********************************************************************
 BW1735  DESIGNATION -  H 138
 BW1735  PID         -  BW1735
 BW1735  STATE/COUNTY-  LA/CATAHOULA
 BW1735  USGS QUAD   -  AIMWELL (1984)
 BW1735
 BW1735                         *CURRENT SURVEY CONTROL
 BW1735  ___________________________________________________________________
 BW1735* NAD 83(1986)-  31 50 55.     (N)    091 55 46.     (W)     SCALED    
 BW1735* NAVD 88     -        38.89   (+/-2cm)     127.6    (feet)  VERTCON   
 BW1735  ___________________________________________________________________
 BW1735  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BW1735
 BW1735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1735
 BW1735.The horizontal coordinates were scaled from a topographic map and have
 BW1735.an estimated accuracy of +/- 6 seconds.
 BW1735
 BW1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1735.The vertical order pertains to the NGVD 29 superseded value.
 BW1735
 BW1735.The geoid height was determined by GEOID03.
 BW1735
 BW1735;                    North         East    Units  Estimated Accuracy
 BW1735;SPC LA N     -   149,670.    1,054,000.      MT  (+/- 180 meters Scaled)
 BW1735
 BW1735                          SUPERSEDED SURVEY CONTROL
 BW1735
 BW1735  NGVD 29 (??/??/92)   38.888  (m)          127.58   (f) ADJ UNCH    2 0
 BW1735
 BW1735.Superseded values are not recommended for survey control.
 BW1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1735.See file dsdata.txt to determine how the superseded data were derived.
 BW1735
 BW1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR012241(NAD 83)
 BW1735_MARKER: DB = BENCH MARK DISK
 BW1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1735_STAMPING: H 138 1950
 BW1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1735+STABILITY: SURFACE MOTION
 BW1735
 BW1735  HISTORY     - Date     Condition        Report By
 BW1735  HISTORY     - 1950     MONUMENTED       CGS
 BW1735
 BW1735                          STATION DESCRIPTION
 BW1735
 BW1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1735'6.25 MI SE FROM ROSEFIELD.
 BW1735'0.45 MILE EAST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT ROSEFIELD,
 BW1735'THENCE 4.4 MILES SOUTHEAST ALONG A WINDING GRAVELED ROAD, THENCE 1.4
 BW1735'MILES EAST ALONG A WINDING DIRT ROAD.  AT A T ROAD JUNCTION, 76 FEET
 BW1735'NORTHEAST OF THE NORTHEAST CORNER OF THE VERNON PRUDHOMME FARMHOUSE,
 BW1735'40 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 82 FEET
 BW1735'EAST OF THE EXTENDED CENTER LINE OF THE ROAD LEADING NORTH TO THE
 BW1735'CATAHOULA CHURCH, 1.4 FEET NORTH OF A FENCE, 1.3 FEET EAST OF A
 BW1735'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BW1735'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0296 ***********************************************************************
 BX0296  DESIGNATION -  H 139
 BX0296  PID         -  BX0296
 BX0296  STATE/COUNTY-  LA/LA SALLE
 BX0296  USGS QUAD   -  OLLA WEST (1984)
 BX0296
 BX0296                         *CURRENT SURVEY CONTROL
 BX0296  ___________________________________________________________________
 BX0296* NAD 83(1986)-  31 55 19.     (N)    092 17 32.     (W)     SCALED    
 BX0296* NAVD 88     -        25.90   (+/-2cm)      85.0    (feet)  VERTCON   
 BX0296  ___________________________________________________________________
 BX0296  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BX0296
 BX0296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0296
 BX0296.The horizontal coordinates were scaled from a topographic map and have
 BX0296.an estimated accuracy of +/- 6 seconds.
 BX0296
 BX0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0296.The vertical order pertains to the NGVD 29 superseded value.
 BX0296
 BX0296.The geoid height was determined by GEOID03.
 BX0296
 BX0296;                    North         East    Units  Estimated Accuracy
 BX0296;SPC LA N     -   157,680.    1,019,650.      MT  (+/- 180 meters Scaled)
 BX0296
 BX0296                          SUPERSEDED SURVEY CONTROL
 BX0296
 BX0296  NGVD 29 (??/??/??)   25.918  (m)           85.03   (f) ADJUSTED    2 0
 BX0296
 BX0296.Superseded values are not recommended for survey control.
 BX0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0296.See file dsdata.txt to determine how the superseded data were derived.
 BX0296
 BX0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR669320(NAD 83)
 BX0296_MARKER: DB = BENCH MARK DISK
 BX0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0296_STAMPING: H 139 1950
 BX0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0296+STABILITY: SURFACE MOTION
 BX0296
 BX0296  HISTORY     - Date     Condition        Report By
 BX0296  HISTORY     - 1950     MONUMENTED       CGS
 BX0296  HISTORY     - 1981     MARK NOT FOUND   USPSQD
 BX0296
 BX0296                          STATION DESCRIPTION
 BX0296
 BX0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0296'4.65 MI NW FROM OLLA.
 BX0296'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX0296'PACIFIC RAILROAD STATION AT OLLA, THENCE 2.55 MILES NORTHWEST ALONG
 BX0296'STATE HIGHWAY NO. 6, THENCE 0.6 MILE NORTH ALONG A PARISH ROAD, THENCE
 BX0296'0.2 MILE NORTHEAST ALONG AN ABANDONED ROAD.  0.2 MILE NORTHEAST OF A
 BX0296'Y-JUNCTION OF ROADS, 29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BX0296'27 FEET WEST OF A 6-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST
 BX0296'SIDE OF THE TREE, 25 FEET NORTH OF A 20-INCH PINE WITH A TRIANGULAR
 BX0296'BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 3 FEET SOUTH OF A REFERENCE
 BX0296'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BX0296'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.8 MILES SOUTH OF BENCH
 BX0296'MARK P 137.
 BX0296
 BX0296                          STATION RECOVERY (1981)
 BX0296
 BX0296'RECOVERY NOTE BY US POWER SQUADRON 1981 (DNB)
 BX0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1707 ***********************************************************************
 CQ1707  DESIGNATION -  H 140
 CQ1707  PID         -  CQ1707
 CQ1707  STATE/COUNTY-  LA/DE SOTO
 CQ1707  USGS QUAD   -  LONGSTREET (1972)
 CQ1707
 CQ1707                         *CURRENT SURVEY CONTROL
 CQ1707  ___________________________________________________________________
 CQ1707* NAD 83(1986)-  32 00 53.     (N)    093 59 08.     (W)     SCALED    
 CQ1707* NAVD 88     -        77.081  (meters)     252.89   (feet)  ADJUSTED  
 CQ1707  ___________________________________________________________________
 CQ1707  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1707  DYNAMIC HT  -          76.992 (meters)     252.60  (feet)  COMP
 CQ1707  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CQ1707
 CQ1707  VERT ORDER  -  FIRST     CLASS II
 CQ1707
 CQ1707.The horizontal coordinates were scaled from a topographic map and have
 CQ1707.an estimated accuracy of +/- 6 seconds.
 CQ1707
 CQ1707.The orthometric height was determined by differential leveling
 CQ1707.and adjusted by the National Geodetic Survey in June 1991..
 CQ1707
 CQ1707.The geoid height was determined by GEOID03.
 CQ1707
 CQ1707.The dynamic height is computed by dividing the NAVD 88
 CQ1707.geopotential number by the normal gravity value computed on the
 CQ1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1707.degrees latitude (g = 980.6199 gals.).
 CQ1707
 CQ1707.The modeled gravity was interpolated from observed gravity values.
 CQ1707
 CQ1707;                    North         East    Units  Estimated Accuracy
 CQ1707;SPC LA N     -   168,910.      859,660.      MT  (+/- 180 meters Scaled)
 CQ1707
 CQ1707                          SUPERSEDED SURVEY CONTROL
 CQ1707
 CQ1707  NGVD 29 (??/??/??)   77.133  (m)          253.06   (f) ADJUSTED    1 2
 CQ1707
 CQ1707.Superseded values are not recommended for survey control.
 CQ1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1707.See file dsdata.txt to determine how the superseded data were derived.
 CQ1707
 CQ1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR069424(NAD 83)
 CQ1707_MARKER: DB = BENCH MARK DISK
 CQ1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1707_STAMPING: H 140 1952
 CQ1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1707+STABILITY: SURFACE MOTION
 CQ1707
 CQ1707  HISTORY     - Date     Condition        Report By
 CQ1707  HISTORY     - 1952     MONUMENTED       CGS
 CQ1707  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1707  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1707  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1707
 CQ1707                          STATION DESCRIPTION
 CQ1707
 CQ1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1707'3.15 MI NE FROM LOGANSPORT.
 CQ1707'0.45 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1707'STATION AT LOGANSPORT, THENCE 2.7 MILES NORTHEAST ALONG STATE HIGHWAY
 CQ1707'38, 53 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF
 CQ1707'THE CENTER OF A WIRE GATE, 9 FEET NORTH OF THE NORTHEAST CORNER OF A
 CQ1707'GARDEN, 3 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN
 CQ1707'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CQ1707
 CQ1707                          STATION RECOVERY (1979)
 CQ1707
 CQ1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1707'MARK NOT FOUND.
 CQ1707
 CQ1707                          STATION RECOVERY (1987)
 CQ1707
 CQ1707'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1707'MARK NOT FOUND.
 CQ1707
 CQ1707                          STATION RECOVERY (1996)
 CQ1707
 CQ1707'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2482 ***********************************************************************
 BX2482  DESIGNATION -  H 142
 BX2482  PID         -  BX2482
 BX2482  STATE/COUNTY-  LA/WINN
 BX2482  USGS QUAD   -  GEORGETOWN (1984)
 BX2482
 BX2482                         *CURRENT SURVEY CONTROL
 BX2482  ___________________________________________________________________
 BX2482* NAD 83(1986)-  31 49 07.     (N)    092 26 44.     (W)     SCALED    
 BX2482* NAVD 88     -        36.48   (+/-2cm)     119.7    (feet)  VERTCON   
 BX2482  ___________________________________________________________________
 BX2482  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX2482
 BX2482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2482
 BX2482.The horizontal coordinates were scaled from a topographic map and have
 BX2482.an estimated accuracy of +/- 6 seconds.
 BX2482
 BX2482.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2482.The vertical order pertains to the NGVD 29 superseded value.
 BX2482
 BX2482.The geoid height was determined by GEOID03.
 BX2482
 BX2482;                    North         East    Units  Estimated Accuracy
 BX2482;SPC LA N     -   146,200.    1,005,150.      MT  (+/- 180 meters Scaled)
 BX2482
 BX2482                          SUPERSEDED SURVEY CONTROL
 BX2482
 BX2482  NGVD 29 (??/??/??)   36.495  (m)          119.73   (f) ADJUSTED    2 0
 BX2482
 BX2482.Superseded values are not recommended for survey control.
 BX2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2482.See file dsdata.txt to determine how the superseded data were derived.
 BX2482
 BX2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR524204(NAD 83)
 BX2482_MARKER: DB = BENCH MARK DISK
 BX2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2482_STAMPING: H 142 1950
 BX2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2482+STABILITY: SURFACE MOTION
 BX2482
 BX2482  HISTORY     - Date     Condition        Report By
 BX2482  HISTORY     - 1950     MONUMENTED       CGS
 BX2482  HISTORY     - 1969     GOOD             CGS
 BX2482
 BX2482                          STATION DESCRIPTION
 BX2482
 BX2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX2482'7.7 MI NW FROM TULLOS.
 BX2482'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX2482'U.S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 3.35 MILES SOUTH ALONG A
 BX2482'GRADED DIRT ROAD; AT A ROAD JUNCTION, 180 FEET SOUTHEAST OF THE
 BX2482'CENTER LINE OF A ROAD LEADING SOUTHWEST, 125 FEET SOUTHWEST OF THE
 BX2482'CENTER LINE OF A ROAD LEADING SOUTHEAST, 39.0 FEET SOUTHEAST OF THE
 BX2482'NORTHEAST CORNER OF BEULAH BAPTIST CHURCH, AND SET IN THE TOP OF
 BX2482'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BX2482
 BX2482                          STATION RECOVERY (1969)
 BX2482
 BX2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX2482'NOTE--DUE TO CONSTRUCTION IN THE AREA THIS MARK WILL BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0268 ***********************************************************************
 BX0268  DESIGNATION -  H 142 RESET 1969
 BX0268  PID         -  BX0268
 BX0268  STATE/COUNTY-  LA/WINN
 BX0268  USGS QUAD   -  GEORGETOWN (1984)
 BX0268
 BX0268                         *CURRENT SURVEY CONTROL
 BX0268  ___________________________________________________________________
 BX0268* NAD 83(1986)-  31 49 08.     (N)    092 26 44.     (W)     SCALED    
 BX0268* NAVD 88     -        35.20   (+/-2cm)     115.5    (feet)  VERTCON   
 BX0268  ___________________________________________________________________
 BX0268  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0268
 BX0268  VERT ORDER  -  THIRD (See Below)
 BX0268
 BX0268.The horizontal coordinates were scaled from a topographic map and have
 BX0268.an estimated accuracy of +/- 6 seconds.
 BX0268
 BX0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0268.The vertical order pertains to the NGVD 29 superseded value.
 BX0268
 BX0268.The geoid height was determined by GEOID03.
 BX0268
 BX0268;                    North         East    Units  Estimated Accuracy
 BX0268;SPC LA N     -   146,230.    1,005,150.      MT  (+/- 180 meters Scaled)
 BX0268
 BX0268                          SUPERSEDED SURVEY CONTROL
 BX0268
 BX0268  NGVD 29 (??/??/??)   35.22   (m)          115.6    (f) RESET       3  
 BX0268
 BX0268.Superseded values are not recommended for survey control.
 BX0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0268.See file dsdata.txt to determine how the superseded data were derived.
 BX0268
 BX0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR524204(NAD 83)
 BX0268_MARKER: DB = BENCH MARK DISK
 BX0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0268_STAMPING: H 142 1950 RESET 1969
 BX0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0268+STABILITY: SURFACE MOTION
 BX0268
 BX0268  HISTORY     - Date     Condition        Report By
 BX0268  HISTORY     - 1969     MONUMENTED       CGS
 BX0268
 BX0268                          STATION DESCRIPTION
 BX0268
 BX0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX0268'IN GEORGETOWN.
 BX0268'AT BEULAH BABTIST CHURCH WHICH IS BEING TORN DOWN AND REPLACED WITH A
 BX0268'NEW BUILDING.  THE DIMENSIONS AND EXACT LOCATION OF NEW BUILDING ARE
 BX0268'UNKNOWN AT THIS TIME.  THE MARK IS 150 FEET EAST OF THE EAST SIDE OF
 BX0268'OLD BUILDING, 79 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 55 FEET
 BX0268'EAST OF A 17-INCH WHITE OAK TREE, 48 FEET SOUTH OF A TELEPHONE POLE,
 BX0268'47 FEET EAST-SOUTHEAST OF A 28-INCH PINE TREE, 12 FEET EAST OF A
 BX0268'BLAZED OAK TREE AND 2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 BX0268'ATTACHED.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX0268'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0491 ***********************************************************************
 BX0491  DESIGNATION -  H 143
 BX0491  PID         -  BX0491
 BX0491  STATE/COUNTY-  LA/LA SALLE
 BX0491  USGS QUAD   -  TULLOS (1984)
 BX0491
 BX0491                         *CURRENT SURVEY CONTROL
 BX0491  ___________________________________________________________________
 BX0491* NAD 83(1986)-  31 49 19.     (N)    092 15 01.     (W)     SCALED    
 BX0491* NAVD 88     -        48.19   (+/-2cm)     158.1    (feet)  VERTCON   
 BX0491  ___________________________________________________________________
 BX0491  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0491
 BX0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0491
 BX0491.The horizontal coordinates were scaled from a topographic map and have
 BX0491.an estimated accuracy of +/- 6 seconds.
 BX0491
 BX0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0491.The vertical order pertains to the NGVD 29 superseded value.
 BX0491
 BX0491.The geoid height was determined by GEOID03.
 BX0491
 BX0491;                    North         East    Units  Estimated Accuracy
 BX0491;SPC LA N     -   146,600.    1,023,640.      MT  (+/- 180 meters Scaled)
 BX0491
 BX0491                          SUPERSEDED SURVEY CONTROL
 BX0491
 BX0491  NGVD 29 (??/??/??)   48.201  (m)          158.14   (f) ADJUSTED    2 0
 BX0491
 BX0491.Superseded values are not recommended for survey control.
 BX0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0491.See file dsdata.txt to determine how the superseded data were derived.
 BX0491
 BX0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR709209(NAD 83)
 BX0491_MARKER: DB = BENCH MARK DISK
 BX0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0491_STAMPING: H 143 1950
 BX0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0491+STABILITY: SURFACE MOTION
 BX0491
 BX0491  HISTORY     - Date     Condition        Report By
 BX0491  HISTORY     - 1950     MONUMENTED       CGS
 BX0491
 BX0491                          STATION DESCRIPTION
 BX0491
 BX0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0491'7.7 MI E FROM TULLOS.
 BX0491'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF U.S
 BX0491'HIGHWAYS 84 AND 165 AT TULLOS, THENCE 0.75 MILE NORTHEAST ALONG AN
 BX0491'OILED ROAD, THENCE 1.1 MILES NORTHEAST ALONG A PLANK ROAD, THENCE 1.85
 BX0491'MILES NORTHEAST ALONG A DIRT ROAD.  0.6 MILE NORTHEAST OF A ROAD
 BX0491'INTERSECTION, 289 FEET NORTHEAST OF A POINT WHERE A POWER LINE CROSSES
 BX0491'THE ROAD, AT A JUNCTION WITH A TRAIL LEADING NORTHEAST, 63 FEET
 BX0491'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTHEAST OF THE
 BX0491'CENTER LINE OF THE TRAIL, 17 FEET SOUTH OF A DIM TRAIL LEADING EAST
 BX0491'FROM THE TRAIL LEADING NORTHEAST, 4.4 FEET SOUTH OF A WITNESS POST,
 BX0491'ABOUT MIDWAY BETWEEN TWO 16 INCH PINE TREES WHICH ARE 38 FEET APART,
 BX0491'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BX0491'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0940 ***********************************************************************
 BX0940  DESIGNATION -  H 15
 BX0940  PID         -  BX0940
 BX0940  STATE/COUNTY-  LA/RAPIDES
 BX0940  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0940
 BX0940                         *CURRENT SURVEY CONTROL
 BX0940  ___________________________________________________________________
 BX0940* NAD 83(1986)-  31 10 47.     (N)    092 29 00.     (W)     SCALED    
 BX0940* NAVD 88     -        23.220  (meters)      76.18   (feet)  ADJUSTED  
 BX0940  ___________________________________________________________________
 BX0940  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX0940  DYNAMIC HT  -          23.191 (meters)      76.09  (feet)  COMP
 BX0940  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 BX0940
 BX0940  VERT ORDER  -  FIRST     CLASS I
 BX0940
 BX0940.The horizontal coordinates were scaled from a topographic map and have
 BX0940.an estimated accuracy of +/- 6 seconds.
 BX0940
 BX0940.The orthometric height was determined by differential leveling
 BX0940.and adjusted by the National Geodetic Survey in February 1994..
 BX0940
 BX0940.The geoid height was determined by GEOID03.
 BX0940
 BX0940.The dynamic height is computed by dividing the NAVD 88
 BX0940.geopotential number by the normal gravity value computed on the
 BX0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0940.degrees latitude (g = 980.6199 gals.).
 BX0940
 BX0940.The modeled gravity was interpolated from observed gravity values.
 BX0940
 BX0940;                    North         East    Units  Estimated Accuracy
 BX0940;SPC LA N     -    75,370.    1,001,590.      MT  (+/- 180 meters Scaled)
 BX0940
 BX0940                          SUPERSEDED SURVEY CONTROL
 BX0940
 BX0940  NAVD 88 (06/15/91)   23.218  (m)           76.17   (f) UNKNOWN     1 1
 BX0940  NGVD 29 (??/??/??)   23.204  (m)           76.13   (f) ADJUSTED    1 1
 BX0940
 BX0940.Superseded values are not recommended for survey control.
 BX0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0940.See file dsdata.txt to determine how the superseded data were derived.
 BX0940
 BX0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ492496(NAD 83)
 BX0940_MARKER: DB = BENCH MARK DISK
 BX0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0940_SP_SET: CULVERT
 BX0940_STAMPING: H 15 1934
 BX0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0940
 BX0940  HISTORY     - Date     Condition        Report By
 BX0940  HISTORY     - 1934     MONUMENTED       CGS
 BX0940  HISTORY     - 1970     GOOD             NGS
 BX0940  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0940
 BX0940                          STATION DESCRIPTION
 BX0940
 BX0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0940'2.6 MI N FROM WOODWORTH.
 BX0940'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0940'WOODWORTH, THENCE 2.45 MILES NORTH ALONG THE MISSOURI PACIFIC
 BX0940'RAILROAD, 0.15 MILE NORTH OF A CROSSING OF THE RAILROAD AND A PRIVATE
 BX0940'ROAD, 29 FEET NORTHEAST OF THE ELEVENTH POLE SOUTH OF MILEPOST 608, 17
 BX0940'FEET WEST OF THE WEST RAIL, SET IN THE CENTER OF THE TOP OF THE WEST
 BX0940'CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE TRACK, AND ABOUT 8
 BX0940'FEET BELOW THE LEVEL OF THE TRACK.
 BX0940
 BX0940                          STATION RECOVERY (1999)
 BX0940
 BX0940'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0663 ***********************************************************************
 AU0663  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0663  DESIGNATION -  H 152
 AU0663  PID         -  AU0663
 AU0663  STATE/COUNTY-  LA/ORLEANS
 AU0663  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU0663
 AU0663                         *CURRENT SURVEY CONTROL
 AU0663  ___________________________________________________________________
 AU0663* NAD 83(1992)-  29 57 49.70081(N)    090 01 39.87903(W)     ADJUSTED  
 AU0663* NAVD 88     -         6.10 **(meters)      20.0  **(feet)  GPS OBS(2004.65)
 AU0663  **This station is located in a subsidence area (see below).
 AU0663  ___________________________________________________________________
 AU0663  X           -      -2,677.895 (meters)                     COMP
 AU0663  Y           -  -5,530,243.704 (meters)                     COMP
 AU0663  Z           -   3,166,888.460 (meters)                     COMP
 AU0663  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AU0663  ELLIP HEIGHT-         -19.96  (meters)          (05/09/05) GPS OBS
 AU0663  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AU0663  DYNAMIC HT  -           6.09  (meters)      20.0   (feet)  COMP
 AU0663  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 AU0663  OBS GRAVITY -     979,309.4   (mgal)                       GRAV_OBS
 AU0663
 AU0663  HORZ ORDER  -  B
 AU0663  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0663  ELLP ORDER  -  FOURTH    CLASS II
 AU0663
 AU0663.The horizontal coordinates were established by GPS observations
 AU0663.and adjusted by the National Geodetic Survey in May 2005..
 AU0663
 AU0663 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0663 ** and geoid heights are valid at the date of observation. These heights
 AU0663 ** must always be validated when used as control.
 AU0663 ** The orthometric height was determined by GPS observations using
 AU0663 ** precise GPS observation and processing techniques and a new
 AU0663 ** realization of GEOID03. It supersedes the leveled height previously
 AU0663 ** determined for this station.
 AU0663 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0663 ** epoch indicated which incorporates improved geoid heights for the
 AU0663 ** Southern Louisiana Subsidence area.
 AU0663 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0663.The orthometric height was determined by GPS observations and a
 AU0663.high-resolution geoid model using precise GPS observation and
 AU0663.processing techniques. It supersedes the leveled height previously
 AU0663.determined for this station.
 AU0663.WARNING-GPS observations at this control monument resulted in a GPS
 AU0663.derived orthometric height which differed from the leveled height by
 AU0663.more than one decimeter (0.1 meter).
 AU0663.The vertical order pertains to the first NAVD 88 superseded value.
 AU0663
 AU0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0663
 AU0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0663
 AU0663.The ellipsoidal height was determined by GPS observations
 AU0663.and is referenced to NAD 83.
 AU0663
 AU0663.The geoid height was determined by GEOID03.
 AU0663
 AU0663.The dynamic height is computed by dividing the NAVD 88
 AU0663.geopotential number by the normal gravity value computed on the
 AU0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0663.degrees latitude (g = 980.6199 gals.).
 AU0663
 AU0663.The modeled gravity was interpolated from observed gravity values.
 AU0663.The observed gravity was obtained from relative gravimeter ties
 AU0663.to the IGSN71 gravity network.
 AU0663
 AU0663;                    North         East     Units Scale Factor Converg.
 AU0663;SPC LA S     -   162,972.344 1,126,005.072   MT  0.99992595   +0 39 10.1
 AU0663;SPC LA S     -   534,685.10  3,694,234.97   sFT  0.99992595   +0 39 10.1
 AU0663;UTM  15      - 3,318,492.740   786,836.096   MT  1.00061522   +1 29 07.9
 AU0663;UTM  16      - 3,318,632.972   207,806.536   MT  1.00065351   -1 30 47.8
 AU0663
 AU0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0663!SPC LA S     -   1.00000313  x   0.99992595  =   0.99992908
 AU0663!UTM  15      -   1.00000313  x   1.00061522  =   1.00061836
 AU0663!UTM  16      -   1.00000313  x   1.00065351  =   1.00065665
 AU0663
 AU0663                          SUPERSEDED SURVEY CONTROL
 AU0663
 AU0663  NAVD 88 (12/05/96)    6.288  (m)           20.63   (f) ADJUSTED    1 2
 AU0663  NAVD 88 (02/14/94)    6.270  (m)           20.57   (f) UNKNOWN     1 2
 AU0663  NGVD 29 (05/21/91)    6.330  (m)           20.77   (f) ADJUSTED    1 2
 AU0663
 AU0663.Superseded values are not recommended for survey control.
 AU0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0663.See file dsdata.txt to determine how the superseded data were derived.
 AU0663
 AU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8683618493(NAD 83)
 AU0663_MARKER: DD = SURVEY DISK
 AU0663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU0663_SP_SET: ABUTMENT
 AU0663_STAMPING: H 152 1951
 AU0663_MARK LOGO: CGS   
 AU0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0663+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 AU0663
 AU0663  HISTORY     - Date     Condition        Report By
 AU0663  HISTORY     - 1951     MONUMENTED       CGS
 AU0663  HISTORY     - 1964     GOOD             CGS
 AU0663  HISTORY     - 1985     GOOD             NGS
 AU0663  HISTORY     - 19901110 GOOD             NGS
 AU0663  HISTORY     - 19941106 GOOD             NGS
 AU0663  HISTORY     - 20050512 GOOD             3001
 AU0663  HISTORY     - 20060421 GOOD             NGS
 AU0663
 AU0663                          STATION DESCRIPTION
 AU0663
 AU0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AU0663'IN NEW ORLEANS.
 AU0663'IN THE EASTERN PART OF NEW ORLEANS, ALONG ST. CLAUDE AVENUE, AT THE
 AU0663'BRIDGE OVER THE INNER HARBOR NAVIGATION CANAL, AT THE WEST END OF THE
 AU0663'LIFT SECTION OF BRIDGE AND SET ALONG SOUTH SIDE OF CONCRETE
 AU0663'PEDESTERIAN WALK, 1/2 FOOT NORTH OF STEEL GUARD RAIL, 12 FEET
 AU0663'SOUTHWEST OF A STEEL POST SUPPORTING BOAT SIGNAL AND ABOUT LEVEL WITH
 AU0663'THE STREET.
 AU0663
 AU0663                          STATION RECOVERY (1964)
 AU0663
 AU0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AU0663'RECOVERED IN GOOD CONDITION.
 AU0663
 AU0663                          STATION RECOVERY (1985)
 AU0663
 AU0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AU0663'RECOVERED IN GOOD CONDITION.
 AU0663
 AU0663                          STATION RECOVERY (1990)
 AU0663
 AU0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU0663'IN NEW ORLEANS, AT THE INTERSECTION OF SAINT CLAUDE AVENUE AND THE
 AU0663'INNER HARBOR NAVIGATION CANAL, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF
 AU0663'THE SOUTH END OF THE WEST CONCRETE ABUTMENT WALKWAY OF THE AVENUE
 AU0663'BRIDGE SPANNING THE CANAL, 8.3 M (27.2 FT) WEST OF THE WEST EDGE OF
 AU0663'THE CANAL, 6.7 M (22.0 FT) SOUTH OF THE SOUTH CURB OF THE EASTBOUND
 AU0663'LANES OF THE AVENUE, AND LEVEL WITH THE AVENUE.
 AU0663
 AU0663                          STATION RECOVERY (1994)
 AU0663
 AU0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0663'IN NEW ORLEANS, AT THE INTERSECTION OF STATE HIGHWAY 46 (SAINT CLAUDE
 AU0663'AVENUE) AND THE INNER HARBOR NAVIGATIONAL CANAL, IN TOP OF AND 0.4 M
 AU0663'(1.3 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 AU0663'HIGHWAY BRIDGE SPANNING THE CANAL, 8.3 M (27.2 FT) WEST OF THE WEST
 AU0663'EDGE OF THE CANAL, 6.7 M (22.0 FT) SOUTH OF THE SOUTH CURB OF THE
 AU0663'EASTBOUND LANES OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 AU0663
 AU0663                          STATION RECOVERY (2005)
 AU0663
 AU0663'RECOVERY NOTE BY 3001, INC 2005 (KC)
 AU0663'THE STATION IS LOCATED IN NEW ORLEANS, 2.6 MILES NORTHEAST OF THE
 AU0663'GREATER NEW ORLEANS  BRIDGE OVER THE MISSISSIPPI RIVER, 2.8 MILES
 AU0663'SOUTH OF I-10 AND INDUSTRIAL CANAL, 2 MILES NORTH EAST OF  THE ALGIERS
 AU0663'FERRY CROSSING.
 AU0663' 
 AU0663'OWNERSHIP- COE
 AU0663' 
 AU0663'TO REACH THE STATION FROM THE INTERSECTION OF SAINT CLAUDE AVE(46) AND
 AU0663'FRANKLIN AVE GO  EAST ON SAINT CLAUDE FOR 1.15 MILES TO POLAND AVE.,
 AU0663'VIER RIGHT AT INTERSECTION GOING ALONG BRIDGE WALL FOR 0.15 MILES TO A
 AU0663'METFAB INC, BUILDING AND PARK. WALK UP STAIRS  LEADING ACROSS BRIDGE
 AU0663'TO THE STATION NEAR THE CANAL.
 AU0663' 
 AU0663'THE STATION IS 27' WEST OF THE WEST EDGE OF CANAL, 1.3' NORTH OF THE
 AU0663'SOUTH SIDE OF  ABUTMENT, 22' SOUTH OF THE CURB OF THE EAST BOUND
 AU0663'LANES. STATION IS A BENCHMARK DISK SET IN TOP OF ABUTMENT FLUSH
 AU0663'W/CONC.
 AU0663
 AU0663                          STATION RECOVERY (2006)
 AU0663
 AU0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU0663'RECOVERED AS DESCRIBED, BUT INSIDE A FENCE, NOT USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1082 ***********************************************************************
 BK1082  DESIGNATION -  H 16
 BK1082  PID         -  BK1082
 BK1082  STATE/COUNTY-  LA/ALLEN
 BK1082  USGS QUAD   -  GUY (1993)
 BK1082
 BK1082                         *CURRENT SURVEY CONTROL
 BK1082  ___________________________________________________________________
 BK1082* NAD 83(1986)-  30 42 00.     (N)    092 43 23.     (W)     SCALED    
 BK1082* NAVD 88     -        29.217  (meters)      95.86   (feet)  ADJUSTED  
 BK1082  ___________________________________________________________________
 BK1082  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1082  DYNAMIC HT  -          29.180 (meters)      95.73  (feet)  COMP
 BK1082  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 BK1082
 BK1082  VERT ORDER  -  FIRST     CLASS I
 BK1082
 BK1082.The horizontal coordinates were scaled from a topographic map and have
 BK1082.an estimated accuracy of +/- 6 seconds.
 BK1082
 BK1082.The orthometric height was determined by differential leveling
 BK1082.and adjusted by the National Geodetic Survey in February 1994..
 BK1082
 BK1082.The geoid height was determined by GEOID03.
 BK1082
 BK1082.The dynamic height is computed by dividing the NAVD 88
 BK1082.geopotential number by the normal gravity value computed on the
 BK1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1082.degrees latitude (g = 980.6199 gals.).
 BK1082
 BK1082.The modeled gravity was interpolated from observed gravity values.
 BK1082
 BK1082;                    North         East    Units  Estimated Accuracy
 BK1082;SPC LA S     -   244,670.      866,870.      MT  (+/- 180 meters Scaled)
 BK1082
 BK1082                          SUPERSEDED SURVEY CONTROL
 BK1082
 BK1082  NAVD 88 (06/15/91)   29.207  (m)           95.82   (f) UNKNOWN     1 1
 BK1082  NGVD 29 (??/??/??)   29.191  (m)           95.77   (f) ADJUSTED    1 1
 BK1082
 BK1082.Superseded values are not recommended for survey control.
 BK1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1082.See file dsdata.txt to determine how the superseded data were derived.
 BK1082
 BK1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP265963(NAD 83)
 BK1082_MARKER: DB = BENCH MARK DISK
 BK1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1082_SP_SET: CULVERT
 BK1082_STAMPING: H 16 1934
 BK1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1082
 BK1082  HISTORY     - Date     Condition        Report By
 BK1082  HISTORY     - 1934     MONUMENTED       CGS
 BK1082  HISTORY     - 1970     GOOD             NGS
 BK1082
 BK1082                          STATION DESCRIPTION
 BK1082
 BK1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1082'6.0 MI NE FROM OBERLIN.
 BK1082'ABOUT 6.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1082'STATION AT OBERLIN, 13 RAILS NORTHEAST OF THE CROSSING OF THE RAILROAD
 BK1082'AND A ROAD, 9 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP
 BK1082'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A CONCRETE
 BK1082'BOX CULVERT, AND 58 YARDS NORTHEAST OF RICHEY AZ.  SEC 13, T 4S, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1716 ***********************************************************************
 BK1716  DESIGNATION -  H 161
 BK1716  PID         -  BK1716
 BK1716  STATE/COUNTY-  LA/CALCASIEU
 BK1716  USGS QUAD   -  VINTON (1994)
 BK1716
 BK1716                         *CURRENT SURVEY CONTROL
 BK1716  ___________________________________________________________________
 BK1716* NAD 83(1986)-  30 11 53.     (N)    093 35 28.     (W)     SCALED    
 BK1716* NAVD 88     -         5.08   (+/-2cm)      16.7    (feet)  VERTCON   
 BK1716  ___________________________________________________________________
 BK1716  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1716
 BK1716  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1716
 BK1716.The horizontal coordinates were scaled from a topographic map and have
 BK1716.an estimated accuracy of +/- 6 seconds.
 BK1716
 BK1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1716.The vertical order pertains to the NGVD 29 superseded value.
 BK1716
 BK1716.The geoid height was determined by GEOID03.
 BK1716
 BK1716;                    North         East    Units  Estimated Accuracy
 BK1716;SPC LA S     -   190,360.      782,620.      MT  (+/- 180 meters Scaled)
 BK1716
 BK1716                          SUPERSEDED SURVEY CONTROL
 BK1716
 BK1716  NGVD 29 (??/??/??)    5.034  (m)           16.52   (f) ADJUSTED    1 1
 BK1716
 BK1716.Superseded values are not recommended for survey control.
 BK1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1716.See file dsdata.txt to determine how the superseded data were derived.
 BK1716
 BK1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP431408(NAD 83)
 BK1716_MARKER: DB = BENCH MARK DISK
 BK1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1716_STAMPING: H161 1955
 BK1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1716+STABILITY: SURFACE MOTION
 BK1716
 BK1716  HISTORY     - Date     Condition        Report By
 BK1716  HISTORY     - 1955     MONUMENTED       CGS
 BK1716  HISTORY     - 1972     GOOD             NGS
 BK1716  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK1716  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 BK1716
 BK1716                          STATION DESCRIPTION
 BK1716
 BK1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1716'1.0 MI NW FROM VINTON.
 BK1716'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3063 FROM THE MUNICIPAL
 BK1716'BUILDING AT VINTON, 0.25 MILES SOUTH OF A RANCH TYPE HOUSE, JIMMY
 BK1716'FONTENOT PROPERTY, 78 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 53
 BK1716'FEET NORTHEAST OF AND ACROSS A FIELD ROAD LEADING NORTH TO A BRICK
 BK1716'HOUSE FROM A TEL-CABLE CANNISTER NO. 5, 37 FEET NORTH OF A FENCE LINE,
 BK1716'22 FEET EAST OF THE CENTER LINE OF THE FIELD ROAD, 1 1/2 FEET ABOVE
 BK1716'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BK1716'SEC 9, T 10 S, R 12 W.
 BK1716
 BK1716                          STATION RECOVERY (1997)
 BK1716
 BK1716'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1716'MARK NOT FOUND.
 BK1716
 BK1716                          STATION RECOVERY (2002)
 BK1716
 BK1716'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0311 ***********************************************************************
 AU0311  DESIGNATION -  H 165
 AU0311  PID         -  AU0311
 AU0311  STATE/COUNTY-  LA/LAFOURCHE
 AU0311  USGS QUAD   -  BAYOU BOEUF (1980)
 AU0311
 AU0311                         *CURRENT SURVEY CONTROL
 AU0311  ___________________________________________________________________
 AU0311* NAD 83(1992)-  29 47 57.67936(N)    090 30 19.41046(W)     ADJUSTED  
 AU0311* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0311  **This station is located in a subsidence area (see below).
 AU0311  ___________________________________________________________________
 AU0311  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU0311  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AU0311  DYNAMIC HT  -           1.2   (meters)       4.    (feet)  COMP
 AU0311  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 AU0311
 AU0311  HORZ ORDER  -  THIRD
 AU0311  VERT ORDER  -  THIRD (See Below)
 AU0311
 AU0311.The horizontal coordinates were established by classical geodetic methods
 AU0311.and adjusted by the National Geodetic Survey in January 1993..
 AU0311
 AU0311 ** The orthometric height has not been validated since last determined
 AU0311 ** by differential leveling and should not be used for control purposes.
 AU0311 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0311 ** area with valid NAVD 88 orthometric heights.
 AU0311 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0311 ** epoch indicated which incorporates improved geoid heights for the
 AU0311 ** Southern Louisiana Subsidence area.
 AU0311 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0311.The orthometric height was scaled from a topographic map.
 AU0311.The vertical order pertains to the first NAVD 88 superseded value.
 AU0311
 AU0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0311
 AU0311.The geoid height was determined by GEOID03.
 AU0311
 AU0311.The dynamic height is computed by dividing the NAVD 88
 AU0311.geopotential number by the normal gravity value computed on the
 AU0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0311.degrees latitude (g = 980.6199 gals.).
 AU0311
 AU0311.The modeled gravity was interpolated from observed gravity values.
 AU0311
 AU0311;                    North         East     Units Scale Factor Converg.
 AU0311;SPC LA S     -   144,315.567 1,080,039.063   MT  0.99993189   +0 24 50.3
 AU0311;SPC LA S     -   473,475.32  3,543,428.16   sFT  0.99993189   +0 24 50.3
 AU0311;UTM  15      - 3,299,162.295   741,120.549   MT  1.00031739   +1 14 25.2
 AU0311
 AU0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0311!SPC LA S     -   1.00000385  x   0.99993189  =   0.99993574
 AU0311!UTM  15      -   1.00000385  x   1.00031739  =   1.00032124
 AU0311
 AU0311                          SUPERSEDED SURVEY CONTROL
 AU0311
 AU0311  NAD 83(1986)-  29 47 57.69701(N)    090 30 19.41239(W) AD(       ) 4
 AU0311  NAD 27      -  29 47 56.94553(N)    090 30 19.10930(W) AD(       ) 3
 AU0311  NAVD 88 (06/15/91)    1.275  (m)            4.18   (f) UNKNOWN     1 1
 AU0311  NGVD 29 (??/??/??)    1.316  (m)            4.32   (f) ADJUSTED    1 1
 AU0311
 AU0311.Superseded values are not recommended for survey control.
 AU0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0311.See file dsdata.txt to determine how the superseded data were derived.
 AU0311
 AU0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4112199162(NAD 83)
 AU0311_MARKER: DB = BENCH MARK DISK
 AU0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0311_STAMPING: H 165 1955
 AU0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0311+STABILITY: SURFACE MOTION
 AU0311
 AU0311  HISTORY     - Date     Condition        Report By
 AU0311  HISTORY     - 1935     MONUMENTED       NGS
 AU0311  HISTORY     - 1969     GOOD             CGS
 AU0311  HISTORY     - 1977     GOOD             NGS
 AU0311  HISTORY     - 19941025 MARK NOT FOUND   NGS
 AU0311
 AU0311                          STATION DESCRIPTION
 AU0311
 AU0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AU0311'USC AND GS---H 165 1935---DES ALLEMANDS, 2.5 MI SW. ALONG THE TEXAS
 AU0311'AND NEW ORLEANS RR. FROM THE STATION, 113 FT S. OF SEMAPHORS 34.6,
 AU0311'105 FT SE. OF THE SE. RAIL, 41 FT NW. OF THE CENTER OF U.S. HWY. 90,
 AU0311'36 FT N. OF THE N. CORNER OF A SMALL WOODEN BRIDGE, 3 FT SE. OF A
 AU0311'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT
 AU0311'ABOVE THE GROUND.  USC AND GS BENCH MARK DISK STAMPED---H 165 1935---.
 AU0311
 AU0311                          STATION RECOVERY (1969)
 AU0311
 AU0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AU0311'2.4 MI SW FROM DES ALLEMANDS.
 AU0311'ABOUT 2.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 AU0311'FROM THE RAILROAD BRIDGE OVER BAYOU DES ALLEMANDS AT DES ALLEMANDS,
 AU0311'ABOUT 0.4 MILE NORTHEAST OF MILEPOST 35, 104 FEET SOUTHEAST OF THE
 AU0311'SOUTHEAST RAIL, 42 FEET NORTHWEST OF THE CENTER LINE OF THE NOW
 AU0311'ABANDONED OLD U. S. HIGHWAY 90, 37 FEET NORTH OF THE NORTH CORNER OF A
 AU0311'60-FOOT WOODEN BRIDGE OVER MIDWAY CANAL, 10 FEET NORTHEAST OF AN
 AU0311'UNDERGROUND CABLE MARKER NO. 11, 1.1 FEET NORTHWEST OF A METAL WITNESS
 AU0311'POST, 12 FEET BELOW THE LEVEL OF THE TRACK, 3 FEET BELOW THE LEVEL OF
 AU0311'THE OLD HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 AU0311'INCHES ABOVE THE LEVEL OF THE GROUND.
 AU0311
 AU0311                          STATION RECOVERY (1977)
 AU0311
 AU0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0311'RECOVERED IN GOOD CONDITION.
 AU0311
 AU0311                          STATION RECOVERY (1994)
 AU0311
 AU0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0311'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1916 ***********************************************************************
 CQ1916  DESIGNATION -  H 177
 CQ1916  PID         -  CQ1916
 CQ1916  STATE/COUNTY-  LA/BOSSIER
 CQ1916  USGS QUAD   -  DIXIE (1982)
 CQ1916
 CQ1916                         *CURRENT SURVEY CONTROL
 CQ1916  ___________________________________________________________________
 CQ1916* NAD 83(1986)-  32 42 14.     (N)    093 45 28.     (W)     SCALED    
 CQ1916* NAVD 88     -        75.869  (meters)     248.91   (feet)  ADJUSTED  
 CQ1916  ___________________________________________________________________
 CQ1916  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1916  DYNAMIC HT  -          75.785 (meters)     248.64  (feet)  COMP
 CQ1916  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CQ1916
 CQ1916  VERT ORDER  -  FIRST     CLASS II
 CQ1916
 CQ1916.The horizontal coordinates were scaled from a topographic map and have
 CQ1916.an estimated accuracy of +/- 6 seconds.
 CQ1916
 CQ1916.The orthometric height was determined by differential leveling
 CQ1916.and adjusted by the National Geodetic Survey in June 1991..
 CQ1916
 CQ1916.The geoid height was determined by GEOID03.
 CQ1916
 CQ1916.The dynamic height is computed by dividing the NAVD 88
 CQ1916.geopotential number by the normal gravity value computed on the
 CQ1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1916.degrees latitude (g = 980.6199 gals.).
 CQ1916
 CQ1916.The modeled gravity was interpolated from observed gravity values.
 CQ1916
 CQ1916;                    North         East    Units  Estimated Accuracy
 CQ1916;SPC LA N     -   245,050.      882,070.      MT  (+/- 180 meters Scaled)
 CQ1916
 CQ1916                          SUPERSEDED SURVEY CONTROL
 CQ1916
 CQ1916  NGVD 29 (??/??/??)   75.939  (m)          249.14   (f) ADJUSTED    1 2
 CQ1916
 CQ1916.Superseded values are not recommended for survey control.
 CQ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1916.See file dsdata.txt to determine how the superseded data were derived.
 CQ1916
 CQ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS289187(NAD 83)
 CQ1916_MARKER: DB = BENCH MARK DISK
 CQ1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1916_STAMPING: H 177 1960
 CQ1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1916+STABILITY: SURFACE MOTION
 CQ1916
 CQ1916  HISTORY     - Date     Condition        Report By
 CQ1916  HISTORY     - 1961     MONUMENTED       CGS
 CQ1916  HISTORY     - 1969     GOOD             LADH
 CQ1916  HISTORY     - 1987     GOOD             USPSQD
 CQ1916  HISTORY     - 20020116 GOOD             NGS
 CQ1916
 CQ1916                          STATION DESCRIPTION
 CQ1916
 CQ1916'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1916'1.1 MI NW FROM BENTON.
 CQ1916'1.1 MILES NORTHWEST ALONG AN OILED ROAD FROM THE ST. LOUIS
 CQ1916'SOUTHWESTERN RAILROAD STATION AT BENTON, AT THE CREST OF A SMALL HILL,
 CQ1916'29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET NORTHWEST OF
 CQ1916'THE CENTER LINE OF PRIVATE DRIVEWAY LEADING NORTHEAST TO A HOUSE, 8
 CQ1916'FEET SOUTHWEST OF A FENCE, 4 FEET SOUTHEAST OF TELEPHONE AND POWER
 CQ1916'POLE NO. 26, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET
 CQ1916'ABOVE THE ROAD, SET IN THE TOP OF A CONCRETE POST, AND PROJECTING 4
 CQ1916'INCHES ABOVE THE GROUND.
 CQ1916
 CQ1916                          STATION RECOVERY (1987)
 CQ1916
 CQ1916'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1916'RECOVERED IN GOOD CONDITION.
 CQ1916
 CQ1916                          STATION RECOVERY (2002)
 CQ1916
 CQ1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1916'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1227 ***********************************************************************
 BJ1227  DESIGNATION -  H 179
 BJ1227  PID         -  BJ1227
 BJ1227  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1227  USGS QUAD   -  HAMMOND (1994)
 BJ1227
 BJ1227                         *CURRENT SURVEY CONTROL
 BJ1227  ___________________________________________________________________
 BJ1227* NAD 83(1986)-  30 35 24.     (N)    090 29 12.     (W)     SCALED    
 BJ1227* NAVD 88     -        19.787  (meters)      64.92   (feet)  ADJUSTED  
 BJ1227  ___________________________________________________________________
 BJ1227  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ1227  DYNAMIC HT  -          19.761 (meters)      64.83  (feet)  COMP
 BJ1227  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ1227
 BJ1227  VERT ORDER  -  FIRST     CLASS I
 BJ1227
 BJ1227.The horizontal coordinates were scaled from a topographic map and have
 BJ1227.an estimated accuracy of +/- 6 seconds.
 BJ1227
 BJ1227.The orthometric height was determined by differential leveling
 BJ1227.and adjusted by the National Geodetic Survey in February 1994..
 BJ1227
 BJ1227.The geoid height was determined by GEOID03.
 BJ1227
 BJ1227.The dynamic height is computed by dividing the NAVD 88
 BJ1227.geopotential number by the normal gravity value computed on the
 BJ1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1227.degrees latitude (g = 980.6199 gals.).
 BJ1227
 BJ1227.The modeled gravity was interpolated from observed gravity values.
 BJ1227
 BJ1227;                    North         East    Units  Estimated Accuracy
 BJ1227;SPC LA S     -   231,970.    1,081,200.      MT  (+/- 180 meters Scaled)
 BJ1227
 BJ1227                          SUPERSEDED SURVEY CONTROL
 BJ1227
 BJ1227  NAVD 88 (06/15/91)   19.779  (m)           64.89   (f) UNKNOWN     1 1
 BJ1227  NGVD 29 (??/??/??)   19.761  (m)           64.83   (f) ADJUSTED    1 1
 BJ1227
 BJ1227.Superseded values are not recommended for survey control.
 BJ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1227.See file dsdata.txt to determine how the superseded data were derived.
 BJ1227
 BJ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP409868(NAD 83)
 BJ1227_MARKER: DB = BENCH MARK DISK
 BJ1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1227_SP_SET: CONCRETE POST
 BJ1227_STAMPING: H 179 1959
 BJ1227_MARK LOGO: CGS   
 BJ1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1227+STABILITY: SURFACE MOTION
 BJ1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1227+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 BJ1227
 BJ1227  HISTORY     - Date     Condition        Report By
 BJ1227  HISTORY     - 1959     MONUMENTED       CGS
 BJ1227  HISTORY     - 1969     GOOD             CGS
 BJ1227  HISTORY     - 19920611 GOOD             NGS
 BJ1227  HISTORY     - 20060417 GOOD             NGS
 BJ1227
 BJ1227                          STATION DESCRIPTION
 BJ1227
 BJ1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1227'3.15 MI S FROM INDEPENDENCE.
 BJ1227'ABOUT 3.15 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1227'STATION AT INDEPENDENCE, 0.1 MILE SOUTH OF MILEPOST 853, AT A GRAVEL
 BJ1227'ROAD CROSSING, 1.0 MILE NORTH OF THE CROSSING OF STATE HIGHWAY 442 AT
 BJ1227'TICKFAW, 87 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE GRAVEL
 BJ1227'ROAD AND THE EAST TRACK, 35.5 FEET EAST OF THE EAST RAIL, 42 FEET WEST
 BJ1227'OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 65 FEET SOUTH OF
 BJ1227'THE CENTER LINE OF AN EAST-WEST GRAVEL ROAD, 6 FEET EAST OF A
 BJ1227'TELEPHONE POLE, 1.4 FEET NORTH OF A METAL WITNESS POST, 3 FEET BELOW
 BJ1227'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BJ1227'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 27, T 5S, R
 BJ1227'7E.
 BJ1227
 BJ1227                          STATION RECOVERY (1992)
 BJ1227
 BJ1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1227'9.8 KM (6.10 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1227'THE POST OFFICE IN HAMMOND, 21.9 M (71.9 FT) SOUTH OF THE CENTER OF A
 BJ1227'PAVED ROAD, 11.0 M (36.1 FT) EAST OF THE NEAR RAIL, 0.9 M (3.0 FT)
 BJ1227'BELOW THE LEVEL OF THE TRACK, 0.7 M (2.3 FT) NORTH-NORTHWEST OF THE
 BJ1227'NORTHWEST CORNER OF BELL TELEPHONE COMPANY BUILDING NUMBER 642, 0.5 M
 BJ1227'(1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 BJ1227'GROUND SURFACE.
 BJ1227
 BJ1227                          STATION RECOVERY (2006)
 BJ1227
 BJ1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1227'RECOVERED IN GOOD CONDITION. ADD--1.2 FT SOUTHEAST OF A CARSONITE
 BJ1227'WITNEES POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0787 ***********************************************************************
 BJ0787  DESIGNATION -  H 18
 BJ0787  PID         -  BJ0787
 BJ0787  STATE/COUNTY-  LA/IBERVILLE
 BJ0787  USGS QUAD   -  GROSSE TETE (1992)
 BJ0787
 BJ0787                         *CURRENT SURVEY CONTROL
 BJ0787  ___________________________________________________________________
 BJ0787* NAD 83(1986)-  30 25 43.     (N)    091 24 35.     (W)     SCALED    
 BJ0787* NAVD 88     -         4.559  (meters)      14.96   (feet)  ADJUSTED  
 BJ0787  ___________________________________________________________________
 BJ0787  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0787  DYNAMIC HT  -           4.553 (meters)      14.94  (feet)  COMP
 BJ0787  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BJ0787
 BJ0787  VERT ORDER  -  FIRST     CLASS I
 BJ0787
 BJ0787.The horizontal coordinates were scaled from a topographic map and have
 BJ0787.an estimated accuracy of +/- 6 seconds.
 BJ0787
 BJ0787.The orthometric height was determined by differential leveling
 BJ0787.and adjusted by the National Geodetic Survey in February 1994..
 BJ0787
 BJ0787.The geoid height was determined by GEOID03.
 BJ0787
 BJ0787.The dynamic height is computed by dividing the NAVD 88
 BJ0787.geopotential number by the normal gravity value computed on the
 BJ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0787.degrees latitude (g = 980.6199 gals.).
 BJ0787
 BJ0787.The modeled gravity was interpolated from observed gravity values.
 BJ0787
 BJ0787;                    North         East    Units  Estimated Accuracy
 BJ0787;SPC LA S     -   213,780.      992,660.      MT  (+/- 180 meters Scaled)
 BJ0787
 BJ0787                          SUPERSEDED SURVEY CONTROL
 BJ0787
 BJ0787  NGVD 29 (??/??/??)    4.565  (m)           14.98   (f) ADJUSTED    1 1
 BJ0787
 BJ0787.Superseded values are not recommended for survey control.
 BJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0787.See file dsdata.txt to determine how the superseded data were derived.
 BJ0787
 BJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP527673(NAD 83)
 BJ0787_MARKER: DB = BENCH MARK DISK
 BJ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0787_STAMPING: H 18 1934
 BJ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0787+STABILITY: SURFACE MOTION
 BJ0787
 BJ0787  HISTORY     - Date     Condition        Report By
 BJ0787  HISTORY     - 1934     MONUMENTED       CGS
 BJ0787  HISTORY     - 1965     GOOD             CGS
 BJ0787  HISTORY     - 1976     SEE DESCRIPTION  NGS
 BJ0787  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0787
 BJ0787                          STATION DESCRIPTION
 BJ0787
 BJ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0787'2.25 MI NE FROM GROSSE TETE.
 BJ0787'ABOUT 0.6 MILE NORTH-NORTHWEST ALONG SIDNEY ROAD FROM THE CASH
 BJ0787'MERCHANT STORE AT GROSSE TETE, THENCE 1.65 MILES EAST-NORTHEAST ALONG
 BJ0787'AN ABANDONED RAILROAD GRADE, IN FRACTIONAL SECTION 105, T 7 S, R 10 E,
 BJ0787'7 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ABANDONED
 BJ0787'RAILROAD GRADE, 31 FEET NORTH-NORTHEAST OF THE WEST BATON
 BJ0787'ROUGE-IBERVILLE PARISH LINE MARKER POST, 48.2 FEET SOUTHWEST AND
 BJ0787'ACROSS THE RAILROAD GRADE FROM BENCH MARK K 217, 8 1/2 FEET EAST OF
 BJ0787'THE SOUTHEAST CORNER OF A STEEL CATTLE GUARD, 14 FEET NORTHEAST OF A
 BJ0787'12-INCH OAK TREE WHICH IS IN A FENCE LINE, 1.0 FOOT WEST OF A PIPE
 BJ0787'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 BJ0787'THE GROUND.  NOTE-- THIS MARK HAS BEEN HIT AND 2/3 OF THE DISK HAS
 BJ0787'BEEN CUT OFF.  THE REMAINING PORTION OF THE DISK AND THE POST ARE
 BJ0787'STILL SOLID.
 BJ0787
 BJ0787                          STATION RECOVERY (1976)
 BJ0787
 BJ0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0787'ABOUT O.2 MILE NORTH - NORTHWEST ALONG SIDNEY ROAD FROM ITS INTER-
 BJ0787'SECTION WITH INTERSTATE HIGHWAY 10 WEST BOUND LANE, THENCE 1.65
 BJ0787'MILES EAST-NORTHEAST ALONG AN ABANDONED RAILROAD GRADE, 7.5 FT SOUTH
 BJ0787'SOUTHWEST OF THE CENTER LINE OF THE RAILROAD GRADE, 31 FT NORTH-
 BJ0787'NORTHEAST OF THE WEST BATON ROUGE IBERVILLE PARISH LINE MARKER
 BJ0787'POST, 48.2 FT SOUTHWEST AND ACROSS THE RAILROAD GRADE FROM K 217,
 BJ0787'8.5 FT EAST OF THE SOUTHEAST CORNER OF A STEEL CATTLE GUARD.
 BJ0787'NOTE-  THIS MARK HAS BEEN HIT AND 2/3 OF THE DISK HAS BEEN CUT OFF.
 BJ0787'THE REMAINING PORTION OF THE DISK AND THE POST ARE STILL SOLID.
 BJ0787
 BJ0787                          STATION RECOVERY (1990)
 BJ0787
 BJ0787'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1967 ***********************************************************************
 CQ1967  DESIGNATION -  H 180
 CQ1967  PID         -  CQ1967
 CQ1967  STATE/COUNTY-  LA/CADDO
 CQ1967  USGS QUAD   -  DIXIE (1982)
 CQ1967
 CQ1967                         *CURRENT SURVEY CONTROL
 CQ1967  ___________________________________________________________________
 CQ1967* NAD 83(1986)-  32 41 07.     (N)    093 47 21.     (W)     SCALED    
 CQ1967* NAVD 88     -        57.108  (meters)     187.36   (feet)  ADJUSTED  
 CQ1967  ___________________________________________________________________
 CQ1967  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1967  DYNAMIC HT  -          57.045 (meters)     187.16  (feet)  COMP
 CQ1967  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CQ1967
 CQ1967  VERT ORDER  -  FIRST     CLASS I
 CQ1967
 CQ1967.The horizontal coordinates were scaled from a topographic map and have
 CQ1967.an estimated accuracy of +/- 6 seconds.
 CQ1967
 CQ1967.The orthometric height was determined by differential leveling
 CQ1967.and adjusted by the National Geodetic Survey in June 1991..
 CQ1967
 CQ1967.The geoid height was determined by GEOID03.
 CQ1967
 CQ1967.The dynamic height is computed by dividing the NAVD 88
 CQ1967.geopotential number by the normal gravity value computed on the
 CQ1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1967.degrees latitude (g = 980.6199 gals.).
 CQ1967
 CQ1967.The modeled gravity was interpolated from observed gravity values.
 CQ1967
 CQ1967;                    North         East    Units  Estimated Accuracy
 CQ1967;SPC LA N     -   243,020.      879,100.      MT  (+/- 180 meters Scaled)
 CQ1967
 CQ1967                          SUPERSEDED SURVEY CONTROL
 CQ1967
 CQ1967  NGVD 29 (??/??/??)   57.161  (m)          187.54   (f) ADJUSTED    1 1
 CQ1967
 CQ1967.Superseded values are not recommended for survey control.
 CQ1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1967.See file dsdata.txt to determine how the superseded data were derived.
 CQ1967
 CQ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS260166(NAD 83)
 CQ1967_MARKER: DB = BENCH MARK DISK
 CQ1967_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1967_SP_SET: 64 FT
 CQ1967_STAMPING: H 180 1960
 CQ1967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1967
 CQ1967  HISTORY     - Date     Condition        Report By
 CQ1967  HISTORY     - 1960     MONUMENTED       CGS
 CQ1967  HISTORY     - 1977     GOOD             NGS
 CQ1967  HISTORY     - 19991016 GOOD             USPSQD
 CQ1967
 CQ1967                          STATION DESCRIPTION
 CQ1967
 CQ1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1967'7.7 MI SE FROM BELCHER.
 CQ1967'3.6 MILES SOUTH ALONG STATE HIGHWAY 3049 FROM TEXAS AND PACIFIC
 CQ1967'RAILROAD STATION AT BELCHER, THENCE 4.1 MILES SOUTHEAST ALONG
 CQ1967'DIXIE-SENTELL ROAD, MARK IS ALSO 0.5 MILE SOUTH ALONG STATE HIGHWAY 3
 CQ1967'FROM RAIL ROAD STATION AT BENTON, THENCE 2.5 MILES WEST ALONG STINSON
 CQ1967'ROAD, THENCE ABOUT 0.4 MILE WEST AND ACROSS THE RED RIVER, 188 FEET
 CQ1967'WEST OF WEST BANK OF RED RIVER, 89 FEET EAST OF AND ACROSS LEVEE FROM
 CQ1967'THE CENTER LINE OF THE DIXIE SENTELL ROAD, 39 FEET EAST OF THE TOP OF
 CQ1967'THE CENTER OF THE LEVEE, 38 FEET NORTH OF A PIPE LINE CROSSING RIVER,
 CQ1967'NEAR THE BASE OF THE EAST SLOPE OF LEVEE, A DISK CLAMPED ON THE TOP OF
 CQ1967'A 5/8-INCH-COPPER COATED ROAD DRIVEN TO A DEPTH OF 64 FEET, AND
 CQ1967'ENCASED IN A 6 INCH TILE PROJECTING 2 INCHES.
 CQ1967
 CQ1967                          STATION RECOVERY (1977)
 CQ1967
 CQ1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1967'RECOVERED IN GOOD CONDITION.
 CQ1967
 CQ1967                          STATION RECOVERY (1999)
 CQ1967
 CQ1967'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1185 ***********************************************************************
 BX1185  DESIGNATION -  H 182
 BX1185  PID         -  BX1185
 BX1185  STATE/COUNTY-  LA/VERNON
 BX1185  USGS QUAD   -  LACAMP (1978)
 BX1185
 BX1185                         *CURRENT SURVEY CONTROL
 BX1185  ___________________________________________________________________
 BX1185* NAD 83(1986)-  31 09 40.     (N)    092 54 35.     (W)     SCALED    
 BX1185* NAVD 88     -        84.48   (+/-2cm)     277.2    (feet)  VERTCON   
 BX1185  ___________________________________________________________________
 BX1185  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX1185
 BX1185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1185
 BX1185.The horizontal coordinates were scaled from a topographic map and have
 BX1185.an estimated accuracy of +/- 6 seconds.
 BX1185
 BX1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1185.The vertical order pertains to the NGVD 29 superseded value.
 BX1185
 BX1185.The geoid height was determined by GEOID03.
 BX1185
 BX1185;                    North         East    Units  Estimated Accuracy
 BX1185;SPC LA N     -    73,380.      960,940.      MT  (+/- 180 meters Scaled)
 BX1185
 BX1185                          SUPERSEDED SURVEY CONTROL
 BX1185
 BX1185  NGVD 29 (??/??/??)   84.514  (m)          277.28   (f) ADJUSTED    2 0
 BX1185
 BX1185.Superseded values are not recommended for survey control.
 BX1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1185.See file dsdata.txt to determine how the superseded data were derived.
 BX1185
 BX1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ086474(NAD 83)
 BX1185_MARKER: DB = BENCH MARK DISK
 BX1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1185_STAMPING: H 182 1961
 BX1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1185+STABILITY: SURFACE MOTION
 BX1185
 BX1185  HISTORY     - Date     Condition        Report By
 BX1185  HISTORY     - 1961     MONUMENTED       CGS
 BX1185  HISTORY     - 19940611 GOOD             USPSQD
 BX1185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1185
 BX1185                          STATION DESCRIPTION
 BX1185
 BX1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1185'10.45 MI W FROM HINESTON.
 BX1185'ABOUT 10.45 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF THE
 BX1185'HIGHWAY AND STATE HIGHWAY 112 AT HINESTON, IN SECTION 8, T 2 N, R 5 W,
 BX1185'0.75 MILE SOUTHEAST OF A STORE AND POST OFFICE AT LE CAMP, 0.3 MILE
 BX1185'SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 489, ON
 BX1185'THE CREST OF A HILL, 120 1/2 FEET SOUTH OF THE SOUTH CORNER OF THE
 BX1185'CHURCH OF GOD, 89 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 BX1185'28, 38 FEET NORTHEAST OF A CORNER FENCE POST, 25 1/2 FEET SOUTHWEST OF
 BX1185'A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BX1185'CONCRETE POST FLUSH WITH THE GROUND.
 BX1185
 BX1185                          STATION RECOVERY (1994)
 BX1185
 BX1185'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1185'RECOVERED IN GOOD CONDITION.
 BX1185
 BX1185                          STATION RECOVERY (2001)
 BX1185
 BX1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1198 ***********************************************************************
 BX1198  DESIGNATION -  H 183
 BX1198  PID         -  BX1198
 BX1198  STATE/COUNTY-  LA/VERNON
 BX1198  USGS QUAD   -  FULLERTON LAKE (1978)
 BX1198
 BX1198                         *CURRENT SURVEY CONTROL
 BX1198  ___________________________________________________________________
 BX1198* NAD 83(1986)-  31 03 13.     (N)    092 52 47.     (W)     SCALED    
 BX1198* NAVD 88     -        83.68   (+/-2cm)     274.5    (feet)  VERTCON   
 BX1198  ___________________________________________________________________
 BX1198  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX1198
 BX1198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1198
 BX1198.The horizontal coordinates were scaled from a topographic map and have
 BX1198.an estimated accuracy of +/- 6 seconds.
 BX1198
 BX1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1198.The vertical order pertains to the NGVD 29 superseded value.
 BX1198
 BX1198.The geoid height was determined by GEOID03.
 BX1198
 BX1198;                    North         East    Units  Estimated Accuracy
 BX1198;SPC LA N     -    61,450.      963,750.      MT  (+/- 180 meters Scaled)
 BX1198
 BX1198                          SUPERSEDED SURVEY CONTROL
 BX1198
 BX1198  NGVD 29 (??/??/??)   83.708  (m)          274.63   (f) ADJUSTED    2 0
 BX1198
 BX1198.Superseded values are not recommended for survey control.
 BX1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1198.See file dsdata.txt to determine how the superseded data were derived.
 BX1198
 BX1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ114355(NAD 83)
 BX1198_MARKER: DB = BENCH MARK DISK
 BX1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1198_STAMPING: H 183 1961
 BX1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1198+STABILITY: SURFACE MOTION
 BX1198
 BX1198  HISTORY     - Date     Condition        Report By
 BX1198  HISTORY     - 1961     MONUMENTED       CGS
 BX1198  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1198  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1198
 BX1198                          STATION DESCRIPTION
 BX1198
 BX1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1198'9.0 MI NE FROM PITKIN.
 BX1198'ABOUT 9.0 MILES NORTHEAST ALONG STATE HIGHWAY 463 FROM THE GULF,
 BX1198'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, OR 2.55 MILES WEST
 BX1198'ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF STATE HIGHWAYS 112 AND 28
 BX1198'AT HINESTON, THENCE 8.4 MILES SOUTHWEST ALONG STATE HIGHWAY 463, IN
 BX1198'SECTION 21, T 1 N, R 5 W, 167 YARDS NORTHEAST OF THE CENTER OF THE
 BX1198'JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD ON THE CREST OF A HILL,
 BX1198'116 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE
 BX1198'CENTER LINE OF A TRACK ROAD, 25 FEET SOUTHEAST OF THE CENTER LINE OF A
 BX1198'TRACK ROAD, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BX1198'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BX1198'INCHES.
 BX1198
 BX1198                          STATION RECOVERY (1994)
 BX1198
 BX1198'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1198'MARK NOT FOUND.
 BX1198
 BX1198                          STATION RECOVERY (2001)
 BX1198
 BX1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1198'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1333 ***********************************************************************
 BJ1333  DESIGNATION -  H 188
 BJ1333  PID         -  BJ1333
 BJ1333  STATE/COUNTY-  LA/ORLEANS
 BJ1333  USGS QUAD   -  SPANISH FORT (1992)
 BJ1333
 BJ1333                         *CURRENT SURVEY CONTROL
 BJ1333  ___________________________________________________________________
 BJ1333* NAD 83(1992)-  30 01 11.61750(N)    090 07 16.09212(W)     ADJUSTED  
 BJ1333* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1333  **This station is located in a subsidence area (see below).
 BJ1333  ___________________________________________________________________
 BJ1333  X           -     -11,685.645 (meters)                     COMP
 BJ1333  Y           -  -5,527,120.477 (meters)                     COMP
 BJ1333  Z           -   3,172,271.325 (meters)                     COMP
 BJ1333  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ1333  ELLIP HEIGHT-         -24.07  (meters)          (01/21/03) GPS OBS
 BJ1333  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BJ1333  DYNAMIC HT  -           2.3   (meters)       8.    (feet)  COMP
 BJ1333  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 BJ1333  OBS GRAVITY -     979,315.6   (mgal)                       GRAV_OBS
 BJ1333
 BJ1333  HORZ ORDER  -  FIRST
 BJ1333  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1333  ELLP ORDER  -  FOURTH    CLASS II
 BJ1333
 BJ1333.The horizontal coordinates were established by GPS observations
 BJ1333.and adjusted by the National Geodetic Survey in January 1993..
 BJ1333
 BJ1333 ** The orthometric height has not been validated since last determined
 BJ1333 ** by differential leveling and should not be used for control purposes.
 BJ1333 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1333 ** area with valid NAVD 88 orthometric heights.
 BJ1333 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1333 ** epoch indicated which incorporates improved geoid heights for the
 BJ1333 ** Southern Louisiana Subsidence area.
 BJ1333 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1333.The orthometric height was scaled from a topographic map.
 BJ1333.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1333
 BJ1333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1333
 BJ1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1333
 BJ1333.The ellipsoidal height was determined by GPS observations
 BJ1333.and is referenced to NAD 83.
 BJ1333
 BJ1333.The geoid height was determined by GEOID03.
 BJ1333
 BJ1333.The dynamic height is computed by dividing the NAVD 88
 BJ1333.geopotential number by the normal gravity value computed on the
 BJ1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1333.degrees latitude (g = 980.6199 gals.).
 BJ1333
 BJ1333.The modeled gravity was interpolated from observed gravity values.
 BJ1333.The observed gravity was obtained from relative gravimeter ties
 BJ1333.to the IGSN71 gravity network.
 BJ1333
 BJ1333;                    North         East     Units Scale Factor Converg.
 BJ1333;SPC LA S     -   169,089.991 1,116,926.151   MT  0.99992580   +0 36 22.0
 BJ1333;SPC LA S     -   554,756.08  3,664,448.55   sFT  0.99992580   +0 36 22.0
 BJ1333;UTM  15      - 3,324,481.538   777,663.074   MT  1.00055131   +1 26 28.4
 BJ1333
 BJ1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1333!SPC LA S     -   1.00000378  x   0.99992580  =   0.99992958
 BJ1333!UTM  15      -   1.00000378  x   1.00055131  =   1.00055509
 BJ1333
 BJ1333                          SUPERSEDED SURVEY CONTROL
 BJ1333
 BJ1333  ELLIP H (01/21/93)  -24.03   (m)                       GP(       ) 4 2
 BJ1333  NAD 83(1986)-  30 01 11.63450(N)    090 07 16.08957(W) AD(       ) 1
 BJ1333  NAVD 88 (02/14/94)    2.285  (m)            7.50   (f) UNKNOWN     1 2
 BJ1333  NGVD 29 (05/21/91)    2.344  (m)            7.69   (f) ADJUSTED    1 2
 BJ1333
 BJ1333.Superseded values are not recommended for survey control.
 BJ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1333.See file dsdata.txt to determine how the superseded data were derived.
 BJ1333
 BJ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7766324482(NAD 83)
 BJ1333_MARKER: DB = BENCH MARK DISK
 BJ1333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1333_SP_SET: RETAINING WALL
 BJ1333_STAMPING: H 188 1963
 BJ1333_MARK LOGO: CGS   
 BJ1333_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1333+STABILITY: SURFACE MOTION
 BJ1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1333+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 BJ1333
 BJ1333  HISTORY     - Date     Condition        Report By
 BJ1333  HISTORY     - 1963     MONUMENTED       CGS
 BJ1333  HISTORY     - 1979     GOOD             LADTD
 BJ1333  HISTORY     - 1984     GOOD             LA-051
 BJ1333  HISTORY     - 1985     GOOD             NGS
 BJ1333  HISTORY     - 1988     GOOD             USPSQD
 BJ1333  HISTORY     - 19880920 GOOD             LADTD
 BJ1333  HISTORY     - 19890125 GOOD
 BJ1333  HISTORY     - 1990     GOOD             USPSQD
 BJ1333  HISTORY     - 19901108 GOOD             NGS
 BJ1333  HISTORY     - 19941117 GOOD             NGS
 BJ1333
 BJ1333                          STATION DESCRIPTION
 BJ1333
 BJ1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BJ1333'IN NEW ORLEANS.
 BJ1333'AT NEW ORLEANS, AT A POINT WHERE HAMMOND HIGHWAY CROSSES OVER 17TH
 BJ1333'STREET CANAL, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 BJ1333'ABUTMENT OF BRIDGE OVER CANAL, 18 FEET NORTH OF THE SOUTH END OF
 BJ1333'ABUTMENT, 18 1/2 FEET SOUTH OF THE CENTER LINE OF HAMMOND HIGHWAY AND
 BJ1333'IS ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BJ1333
 BJ1333                          STATION RECOVERY (1979)
 BJ1333
 BJ1333'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ1333'RECOVERED IN GOOD CONDITION.
 BJ1333
 BJ1333                          STATION RECOVERY (1984)
 BJ1333
 BJ1333'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BJ1333'RECOVERED IN GOOD CONDITION.
 BJ1333
 BJ1333                          STATION RECOVERY (1985)
 BJ1333
 BJ1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1333'RECOVERED IN GOOD CONDITION.
 BJ1333
 BJ1333                          STATION RECOVERY (1988)
 BJ1333
 BJ1333'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 BJ1333'RECOVERED IN GOOD CONDITION.
 BJ1333
 BJ1333                          STATION RECOVERY (1988)
 BJ1333
 BJ1333'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ1333'AT NEW ORLEANS, AT A POINT WHERE HAMMOND HIGHWAY CROSSES OVER 17TH
 BJ1333'STREET CANAL, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 BJ1333'ABUTMENT OF BRIDGE OVER CANAL, 5.5 M (18.0 FT) NORTH OF THE SOUTH END
 BJ1333'OF ABUTMENT, 5.6 M (18.4 FT) SOUTH OF THE CENTER LINE OF HAMMOND
 BJ1333'HIGHWAY AND IS ABOUT 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ1333
 BJ1333                          STATION RECOVERY (1989)
 BJ1333
 BJ1333'RECOVERED 1989
 BJ1333'RECOVERED IN GOOD CONDITION.
 BJ1333
 BJ1333                          STATION RECOVERY (1990)
 BJ1333
 BJ1333'RECOVERY NOTE BY US POWER SQUADRON 1990 (BH)
 BJ1333'RECOVERED IN GOOD CONDITION.
 BJ1333
 BJ1333                          STATION RECOVERY (1990)
 BJ1333
 BJ1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1333'IN NEW ORLEANS, AT THE INTERSECTION OF HAMMOND HIGHWAY AND THE 17TH
 BJ1333'STREET CANAL, IN TOP OF AND 1.0 M (3.3 FT) WEST OF THE SOUTHWEST END
 BJ1333'OF A CONCRETE RETAINING WALL AT THE EAST END OF THE BRIDGE SPANNING
 BJ1333'THE CANAL, 9.5 M (31.2 FT) EAST OF THE WEST EDGE OF THE WALL, 2.9 M
 BJ1333'(9.5 FT) SOUTH OF THE SOUTH CURB OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 BJ1333'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK WAS REPORTED TO BE IN
 BJ1333'A BRIDGE ABUTMENT BUT IS IN A RETAINING WALL.  THE WALL IS CRACKED
 BJ1333'AND SHOWS SIGN OF MOVEMENT.
 BJ1333
 BJ1333                          STATION RECOVERY (1994)
 BJ1333
 BJ1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1333'IN NEW ORLEANS, AT THE INTERSECTION OF HAMMOND HIGHWAY AND THE
 BJ1333'METAIRIE OUTFALL CANAL, IN A CONCRETE RETAINING WALL ALONG THE EAST
 BJ1333'SHORE OF THE CANAL, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0
 BJ1333'M (3.3 FT) SOUTH OF THE SOUTH SIDE OF THE HIGHWAY BRIDGE SPANNING THE
 BJ1333'CANAL, AND 0.8 M (2.6 FT) WEST OF THE EAST BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1541 ***********************************************************************
 BJ1541  DESIGNATION -  H 19
 BJ1541  PID         -  BJ1541
 BJ1541  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1541  USGS QUAD   -  MANCHAC (1979)
 BJ1541
 BJ1541                         *CURRENT SURVEY CONTROL
 BJ1541  ___________________________________________________________________
 BJ1541* NAD 83(1986)-  30 22 12.     (N)    090 25 13.     (W)     SCALED    
 BJ1541* NAVD 88     -         2.150  (meters)       7.05   (feet)  ADJUSTED  
 BJ1541  ___________________________________________________________________
 BJ1541  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BJ1541  DYNAMIC HT  -           2.147 (meters)       7.04  (feet)  COMP
 BJ1541  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 BJ1541
 BJ1541  VERT ORDER  -  FIRST     CLASS I
 BJ1541
 BJ1541.The horizontal coordinates were scaled from a topographic map and have
 BJ1541.an estimated accuracy of +/- 6 seconds.
 BJ1541
 BJ1541.The orthometric height was determined by differential leveling
 BJ1541.and adjusted by the National Geodetic Survey in February 1994..
 BJ1541
 BJ1541.The geoid height was determined by GEOID03.
 BJ1541
 BJ1541.The dynamic height is computed by dividing the NAVD 88
 BJ1541.geopotential number by the normal gravity value computed on the
 BJ1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1541.degrees latitude (g = 980.6199 gals.).
 BJ1541
 BJ1541.The modeled gravity was interpolated from observed gravity values.
 BJ1541
 BJ1541;                    North         East    Units  Estimated Accuracy
 BJ1541;SPC LA S     -   207,630.    1,087,760.      MT  (+/- 180 meters Scaled)
 BJ1541
 BJ1541                          SUPERSEDED SURVEY CONTROL
 BJ1541
 BJ1541  NAVD 88 (06/15/91)    2.198  (m)            7.21   (f) UNKNOWN     1 1
 BJ1541  NGVD 29 (??/??/??)    2.182  (m)            7.16   (f) ADJUSTED    1 1
 BJ1541
 BJ1541.Superseded values are not recommended for survey control.
 BJ1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1541.See file dsdata.txt to determine how the superseded data were derived.
 BJ1541
 BJ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP479626(NAD 83)
 BJ1541_MARKER: DB = BENCH MARK DISK
 BJ1541_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1541_SP_SET: FOOTING
 BJ1541_STAMPING: H 19 1934 7.654
 BJ1541_MARK LOGO: CGS   
 BJ1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1541+STABILITY: SURFACE MOTION
 BJ1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1541+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1541
 BJ1541  HISTORY     - Date     Condition        Report By
 BJ1541  HISTORY     - 1934     MONUMENTED       CGS
 BJ1541  HISTORY     - 1969     GOOD             CGS
 BJ1541  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1541  HISTORY     - 19920617 GOOD             NGS
 BJ1541
 BJ1541                          STATION DESCRIPTION
 BJ1541
 BJ1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1541'4.95 MI S FROM PONCHATOULA.
 BJ1541'ABOUT 4.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1541'STATION AT PONCHATOULA, 0.2 MILE NORTH OF MILEPOST 869, SET ON THE TOP
 BJ1541'OF THE NORTHWEST CORNER FOR THE CONCRETE FOUNDATION FOR AN ABANDONED
 BJ1541'SIGNAL BASE, 23 1/2 FEET SOUTHWEST OF THE 9TH TELEGRAPH POLE NORTH OF
 BJ1541'THE MILEPOST, 20.5 FEET EAST OF THE EAST RAIL AND ABOUT LEVEL WITH THE
 BJ1541'TRACK.  SEC 8, T 8S, R 8E.
 BJ1541
 BJ1541                          STATION RECOVERY (1986)
 BJ1541
 BJ1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1541'NOT RECOVERED, AN ABANDONED SIGNAL BASE WAS FOUND ON THE OPPOSITE SIDE
 BJ1541'OF THE TRACKS AT THE DESCRIBED LOCATION WITH H 19 PAINTED ON TOP BUT
 BJ1541'NO ABANDONED SIGNAL BASE WAS FOUND ACROSS FROM THIS ONE.  THE
 BJ1541'DESCRIBED AREA HAS BEEN GRADED WHEN A SET OF TRACKS WERE REMOVED.
 BJ1541
 BJ1541                          STATION RECOVERY (1992)
 BJ1541
 BJ1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1541'8.0 KM (4.95 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1541'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, NEAR THE NORTHWEST
 BJ1541'CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL REMOVED)
 BJ1541', 6.4 M (21.0 FT) NORTHEAST OF THE NEAR RAIL, AND LEVEL WITH THE
 BJ1541'TRACK, AND THE FOOTING PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND
 BJ1541'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1011 ***********************************************************************
 BJ1011  DESIGNATION -  H 197
 BJ1011  PID         -  BJ1011
 BJ1011  STATE/COUNTY-  LA/IBERVILLE
 BJ1011  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1011
 BJ1011                         *CURRENT SURVEY CONTROL
 BJ1011  ___________________________________________________________________
 BJ1011* NAD 83(1986)-  30 18 35.     (N)    091 09 04.     (W)     SCALED    
 BJ1011* NAVD 88     -         7.227  (meters)      23.71   (feet)  ADJUSTED  
 BJ1011  ___________________________________________________________________
 BJ1011  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1011  DYNAMIC HT  -           7.217 (meters)      23.68  (feet)  COMP
 BJ1011  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 BJ1011
 BJ1011  VERT ORDER  -  FIRST     CLASS I
 BJ1011
 BJ1011.The horizontal coordinates were scaled from a topographic map and have
 BJ1011.an estimated accuracy of +/- 6 seconds.
 BJ1011
 BJ1011.The orthometric height was determined by differential leveling
 BJ1011.and adjusted by the National Geodetic Survey in February 1994..
 BJ1011
 BJ1011.The geoid height was determined by GEOID03.
 BJ1011
 BJ1011.The dynamic height is computed by dividing the NAVD 88
 BJ1011.geopotential number by the normal gravity value computed on the
 BJ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1011.degrees latitude (g = 980.6199 gals.).
 BJ1011
 BJ1011.The modeled gravity was interpolated from observed gravity values.
 BJ1011
 BJ1011;                    North         East    Units  Estimated Accuracy
 BJ1011;SPC LA S     -   200,610.    1,017,530.      MT  (+/- 180 meters Scaled)
 BJ1011
 BJ1011                          SUPERSEDED SURVEY CONTROL
 BJ1011
 BJ1011  NGVD 29 (??/??/??)    7.274  (m)           23.86   (f) ADJUSTED    1 1
 BJ1011
 BJ1011.Superseded values are not recommended for survey control.
 BJ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1011.See file dsdata.txt to determine how the superseded data were derived.
 BJ1011
 BJ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP777545(NAD 83)
 BJ1011_MARKER: DB = BENCH MARK DISK
 BJ1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1011_SP_SET: CONCRETE POST
 BJ1011_STAMPING: H 197 1964
 BJ1011_MARK LOGO: CGS   
 BJ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1011+STABILITY: SURFACE MOTION
 BJ1011
 BJ1011  HISTORY     - Date     Condition        Report By
 BJ1011  HISTORY     - 1964     MONUMENTED       CGS
 BJ1011  HISTORY     - 1976     GOOD             NGS
 BJ1011  HISTORY     - 1986     GOOD             NGS
 BJ1011
 BJ1011                          STATION DESCRIPTION
 BJ1011
 BJ1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1011'3.05 MI SW FROM BURTVILLE.
 BJ1011'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1011'STATE HIGHWAY 327 AT BURTVILLE, THENCE 0.1 MILE WEST ALONG STATE
 BJ1011'HIGHWAY 991, NEAR THE WEST CORNER OF A LARGE TRIANGLE, AT THE
 BJ1011'LOUISIANA DEPT OF HIGHWAYS UNIT OF BURTVILLE GARAGE, 94 FEET SOUTH OF
 BJ1011'THE CENTER LINE OF STATE HIGHWAY 991, 42 FEET EAST OF THE CENTER LINE
 BJ1011'OF A GRAVEL ROAD ON THE WEST SIDE OF THE TRIANGLE, 9 FEET NORTH OF THE
 BJ1011'NORTHWEST CORNER OF A TIN BUILDING, 13 FEET EAST OF A FENCE CORNER,
 BJ1011'1.3 FEET NORTH OF A HIGH CYCLONE FENCE, 1 1/2 FEET WEST OF A METAL
 BJ1011'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BJ1011'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1011
 BJ1011                          STATION RECOVERY (1976)
 BJ1011
 BJ1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1011'3.2 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1011'STATE HIGHWAY 30, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 991, AT
 BJ1011'THE NORTHWEST CORNER OF A TRIANGLE, AT THE OLD LOUISIANA DEPARTMENT OF
 BJ1011'HIGHWAY GARAGE, 94 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40 FT
 BJ1011'EAST OF THE CENTER LINE OF THE ROAD ON THE WEST SIDE OF THE TRIANGLE.
 BJ1011'NOTE THE ROAD ALSO CONNECTS HIGHWAY 991 WITH HIGHWAY 327, 9 FT NORTH
 BJ1011'OF THE NORTHWEST CORNER OF A TIN GARAGE, 13 FT EAST OF THE NORTHWEST
 BJ1011'CYCLONE FENCE CORNER, 1 FT NORTH OF THE FENCE, 26.5 FT SOUTHEAST OF A
 BJ1011'20 INCH WILLOW TREE, 65 FT SOUTHWEST OF THE FIRST POWER POLE EAST OF
 BJ1011'THE ROAD.
 BJ1011
 BJ1011                          STATION RECOVERY (1986)
 BJ1011
 BJ1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2432 ***********************************************************************
 AU2432  DESIGNATION -  H 2 HO 1955
 AU2432  PID         -  AU2432
 AU2432  STATE/COUNTY-  LA/TERREBONNE
 AU2432  USGS QUAD   -  PLUMB BAYOU (1978)
 AU2432
 AU2432                         *CURRENT SURVEY CONTROL
 AU2432  ___________________________________________________________________
 AU2432* NAD 83(1992)-  29 23 34.34699(N)    091 13 27.13197(W)     ADJUSTED  
 AU2432* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2432  ___________________________________________________________________
 AU2432  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2432  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AU2432
 AU2432  HORZ ORDER  -  THIRD
 AU2432
 AU2432.The horizontal coordinates were established by classical geodetic methods
 AU2432.and adjusted by the National Geodetic Survey in January 1993..
 AU2432
 AU2432.The orthometric height was scaled from a topographic map.
 AU2432
 AU2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2432
 AU2432.The geoid height was determined by GEOID03.
 AU2432
 AU2432;                    North         East     Units Scale Factor Converg.
 AU2432;SPC LA S     -    98,976.909 1,010,592.854   MT  0.99998164   +0 03 16.4
 AU2432;SPC LA S     -   324,726.74  3,315,586.72   sFT  0.99998164   +0 03 16.4
 AU2432;UTM  15      - 3,252,824.861   672,318.784   MT  0.99996641   +0 52 18.4
 AU2432
 AU2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2432!SPC LA S     -   1.00000393  x   0.99998164  =   0.99998557
 AU2432!UTM  15      -   1.00000393  x   0.99996641  =   0.99997034
 AU2432
 AU2432                          SUPERSEDED SURVEY CONTROL
 AU2432
 AU2432  NAD 83(1986)-  29 23 34.37064(N)    091 13 27.13366(W) AD(       ) 3
 AU2432  NAD 27      -  29 23 33.59200(N)    091 13 26.75700(W) AD(       ) 3
 AU2432
 AU2432.Superseded values are not recommended for survey control.
 AU2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2432.See file dsdata.txt to determine how the superseded data were derived.
 AU2432
 AU2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7231952825(NAD 83)
 AU2432_MARKER: X = CHISELED CROSS
 AU2432_SETTING: 0 = UNSPECIFIED SETTING
 AU2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2432
 AU2432  HISTORY     - Date     Condition        Report By
 AU2432  HISTORY     - 1955     MONUMENTED       HUMBLE
 AU2432  HISTORY     - 1957     GOOD             CGS
 AU2432
 AU2432                          STATION DESCRIPTION
 AU2432
 AU2432'DESCRIBED BY HUMBLE OIL AND REFINING COMPANY 1955 (NET)
 AU2432'ON THE EAST END OF ATCHAFALAYA BAY AT THE NORTHEAST SIDE
 AU2432'OF THE WESTERN ENTRANCE TO FOURLEAGUE BAY, ON THE SOUTHWEST
 AU2432'POINT OF HALTERS ISLAND, ABOUT 500 FEET NORTHEAST FROM THE
 AU2432'TIP OF THE POINT, 135 FEET NORTHWEST FROM MEAN HIGH WATER
 AU2432'ALONG THE SOUTHEAST SIDE OF THE POINT, AND 57 FEET SOUTHEAST
 AU2432'FROM MEAN HIGH WATER ALONG THE NORTHWEST SIDE OF THE POINT,
 AU2432'A CHISELED CROSS IN THE TOP OF A WHITE-PAINTED CONCRETE
 AU2432'MONUMENT PROJECTING 2 FEET.  THERE IS NOW A 20-FOOT STAND
 AU2432'IN EXCELLENT CONDITION OVER THE STATION.
 AU2432'
 AU2432'THE STATION WAS ESTABLISHED BY THE HUMBLE OIL COMPANY, AND
 AU2432'IS DESIGNATED SIMPLY H-2 IN THEIR RECORDS OF THE SURVEY
 AU2432'OF THE SHORELINE MEANDER, PORTION OF ATCHAFALAYA BAY, HALTERS
 AU2432'ISLAND AREA, TERREBONNE PARISH, LA.
 AU2432
 AU2432                          STATION RECOVERY (1957)
 AU2432
 AU2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2432'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AU2432'1955 DESCRIPTION BY N.E.T. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1776 ***********************************************************************
 BJ1776  DESIGNATION -  H 20
 BJ1776  PID         -  BJ1776
 BJ1776  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1776  USGS QUAD   -  ROSELAND (1981)
 BJ1776
 BJ1776                         *CURRENT SURVEY CONTROL
 BJ1776  ___________________________________________________________________
 BJ1776* NAD 83(1986)-  30 52 30.     (N)    090 30 40.     (W)     SCALED    
 BJ1776* NAVD 88     -        54.351  (meters)     178.32   (feet)  ADJUSTED  
 BJ1776  ___________________________________________________________________
 BJ1776  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ1776  DYNAMIC HT  -          54.281 (meters)     178.09  (feet)  COMP
 BJ1776  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 BJ1776
 BJ1776  VERT ORDER  -  FIRST     CLASS I
 BJ1776
 BJ1776.The horizontal coordinates were scaled from a topographic map and have
 BJ1776.an estimated accuracy of +/- 6 seconds.
 BJ1776
 BJ1776.The orthometric height was determined by differential leveling
 BJ1776.and adjusted by the National Geodetic Survey in February 1994..
 BJ1776
 BJ1776.The geoid height was determined by GEOID03.
 BJ1776
 BJ1776.The dynamic height is computed by dividing the NAVD 88
 BJ1776.geopotential number by the normal gravity value computed on the
 BJ1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1776.degrees latitude (g = 980.6199 gals.).
 BJ1776
 BJ1776.The modeled gravity was interpolated from observed gravity values.
 BJ1776
 BJ1776;                    North         East    Units  Estimated Accuracy
 BJ1776;SPC LA S     -   263,550.    1,078,630.      MT  (+/- 180 meters Scaled)
 BJ1776
 BJ1776                          SUPERSEDED SURVEY CONTROL
 BJ1776
 BJ1776  NAVD 88 (06/15/91)   54.387  (m)          178.43   (f) UNKNOWN     1 1
 BJ1776  NGVD 29 (??/??/??)   54.371  (m)          178.38   (f) ADJUSTED    1 1
 BJ1776
 BJ1776.Superseded values are not recommended for survey control.
 BJ1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1776.See file dsdata.txt to determine how the superseded data were derived.
 BJ1776
 BJ1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ379184(NAD 83)
 BJ1776_MARKER: DB = BENCH MARK DISK
 BJ1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1776_SP_SET: CONCRETE POST
 BJ1776_STAMPING: H 20 1934 178.592
 BJ1776_MARK LOGO: CGS   
 BJ1776_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1776+STABILITY: SURFACE MOTION
 BJ1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1776+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 BJ1776
 BJ1776  HISTORY     - Date     Condition        Report By
 BJ1776  HISTORY     - 1934     MONUMENTED       CGS
 BJ1776  HISTORY     - 1969     GOOD             CGS
 BJ1776  HISTORY     - 19920630 GOOD             NGS
 BJ1776  HISTORY     - 20060413 MARK NOT FOUND   NGS
 BJ1776
 BJ1776                          STATION DESCRIPTION
 BJ1776
 BJ1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1776'IN TANGIPAHOA.
 BJ1776'AT TANGIPAHOA, AT THE CROSSING OF STATE HIGHWAY 440 AND THE ILLINOIS
 BJ1776'CENTRAL RAILROAD, 0.35 MILE NORTH OF MILEPOST 833, 4 RAILS NORTH OF
 BJ1776'THE NORTH END OF THE ICRR STATION, 46 FEET NORTHEAST OF THE CENTER OF
 BJ1776'THE CROSSING OF THE EAST MAIN TRACK AND THE HIGHWAY, 34 FEET EAST OF
 BJ1776'THE EAST RAIL OF THE EAST TRACK, 5.5 FEET WEST OF THE WEST RAIL OF THE
 BJ1776'WEST TRACK, 5 FEET NORTH OF THE 1ST POWER LINE POLE NORTH OF THE
 BJ1776'HIGHWAY, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT BELOW
 BJ1776'THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BJ1776'THE GROUND.
 BJ1776
 BJ1776                          STATION RECOVERY (1992)
 BJ1776
 BJ1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1776'IN TANGIPAHOA, AT THE INTERSECTION OF STATE HIGHWAY 440 AND U.S.
 BJ1776'HIGHWAY 51, 43.1 M (141.4 FT) EAST OF THE CENTERLINE OF THE U.S.
 BJ1776'HIGHWAY, 10.7 M (35.1 FT) EAST OF THE NEAR RAIL OF THE ILLINOIS
 BJ1776'CENTRAL RAILROAD, 8.5 M (27.9 FT) NORTH OF THE CENTERLINE OF THE
 BJ1776'STATE HIGHWAY, 1.5 M (4.9 FT) NORTH OF A UTILITY POLE, 0.5 M
 BJ1776'(1.6 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 BJ1776'THE TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BJ1776
 BJ1776                          STATION RECOVERY (2006)
 BJ1776
 BJ1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1776'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0722 ***********************************************************************
 BJ0722  DESIGNATION -  H 204
 BJ0722  PID         -  BJ0722
 BJ0722  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0722  USGS QUAD   -  LOBDELL (1992)
 BJ0722
 BJ0722                         *CURRENT SURVEY CONTROL
 BJ0722  ___________________________________________________________________
 BJ0722* NAD 83(1986)-  30 29 06.     (N)    091 16 00.     (W)     SCALED    
 BJ0722* NAVD 88     -         6.782  (meters)      22.25   (feet)  READJUSTED
 BJ0722  ___________________________________________________________________
 BJ0722  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0722  DYNAMIC HT  -           6.770 (meters)      22.21  (feet)  COMP
 BJ0722  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ0722
 BJ0722  VERT ORDER  -  ?
 BJ0722
 BJ0722.The horizontal coordinates were scaled from a topographic map and have
 BJ0722.an estimated accuracy of +/- 6 seconds.
 BJ0722
 BJ0722.The orthometric height was determined by differential leveling
 BJ0722.and adjusted by the National Geodetic Survey in June 1991..
 BJ0722.The height was derived from older observations constrained to new
 BJ0722.heights in a crustal motion area.  The height is approximate in
 BJ0722.relation to other heights in its vicinity.
 BJ0722
 BJ0722.The geoid height was determined by GEOID03.
 BJ0722
 BJ0722.The dynamic height is computed by dividing the NAVD 88
 BJ0722.geopotential number by the normal gravity value computed on the
 BJ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0722.degrees latitude (g = 980.6199 gals.).
 BJ0722
 BJ0722.The modeled gravity was interpolated from observed gravity values.
 BJ0722
 BJ0722;                    North         East    Units  Estimated Accuracy
 BJ0722;SPC LA S     -   220,030.    1,006,400.      MT  (+/- 180 meters Scaled)
 BJ0722
 BJ0722                          SUPERSEDED SURVEY CONTROL
 BJ0722
 BJ0722  NGVD 29 (??/??/??)    6.747  (m)           22.14   (f) ADJUSTED    1 1
 BJ0722
 BJ0722.Superseded values are not recommended for survey control.
 BJ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0722.See file dsdata.txt to determine how the superseded data were derived.
 BJ0722
 BJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP663738(NAD 83)
 BJ0722_MARKER: DB = BENCH MARK DISK
 BJ0722_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0722_SP_SET: 56 FT.
 BJ0722_STAMPING: H 204 1964
 BJ0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0722
 BJ0722  HISTORY     - Date     Condition        Report By
 BJ0722  HISTORY     - 1964     MONUMENTED       CGS
 BJ0722  HISTORY     - 1976     GOOD             NGS
 BJ0722  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0722
 BJ0722                          STATION DESCRIPTION
 BJ0722
 BJ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0722'1.0 MI W FROM KAHNS.
 BJ0722'ABOUT 1.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0722'STATE HIGHWAY 415 OVERPASS AT KAHNS, 60 FEET SOUTHEAST OF THE CENTER
 BJ0722'OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 49 1/2 FEET SOUTH OF
 BJ0722'THE SOUTH RAIL, 22 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 2
 BJ0722'FEET EAST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 BJ0722'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 BJ0722'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS
 BJ0722'ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
 BJ0722
 BJ0722                          STATION RECOVERY (1976)
 BJ0722
 BJ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0722'1.0 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0722'STATE HIGHWAY 415 OVERPASS, AT THE CROSSING OF A PRIVATE ROAD,
 BJ0722'61 FT. SOUTH OF THE CENTER OF THE CROSSING, 49.7 FT. SOUTHWEST OF THE
 BJ0722'SOUTHWEST RAIL, 22 FT. EAST OF THE CENTER LINE OF THE ROAD, 90.5 FT.
 BJ0722'SOUTHWEST OF AND ACROSS THE TRACK FROM A TELEPHONE POLE WITH 2 GUY
 BJ0722'WIRES, 1 FT. NORTHEAST OF A 1.5-INCH IRON PIPE WHICH PROJECTS 5 FT,
 BJ0722'ABOVE THE GROUND.  THE DISK IS FLUSH WITH THE GROUND.
 BJ0722
 BJ0722                          STATION RECOVERY (1986)
 BJ0722
 BJ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0722'NOT RECOVERED.  INACCESSIBLE TO LINE, NOT SEARCHED FOR IN 1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0026 ***********************************************************************
 BJ0026  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0026  DESIGNATION -  H 207
 BJ0026  PID         -  BJ0026
 BJ0026  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0026  USGS QUAD   -  BATCHELOR (1973)
 BJ0026
 BJ0026                         *CURRENT SURVEY CONTROL
 BJ0026  ___________________________________________________________________
 BJ0026* NAD 83(1992)-  30 51 03.61107(N)    091 39 47.29792(W)     ADJUSTED  
 BJ0026* NAVD 88     -        13.48 **(meters)      44.2  **(feet)  GPS OBS(2004.65)
 BJ0026  **This station is located in a subsidence area (see below).
 BJ0026  ___________________________________________________________________
 BJ0026  X           -    -159,060.543 (meters)                     COMP
 BJ0026  Y           -  -5,478,160.160 (meters)                     COMP
 BJ0026  Z           -   3,251,715.862 (meters)                     COMP
 BJ0026  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ0026  ELLIP HEIGHT-         -13.74  (meters)          (05/09/05) GPS OBS
 BJ0026  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0026  DYNAMIC HT  -          13.46  (meters)      44.2   (feet)  COMP
 BJ0026  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 BJ0026
 BJ0026  HORZ ORDER  -  B
 BJ0026  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0026  ELLP ORDER  -  FOURTH    CLASS II
 BJ0026
 BJ0026.The horizontal coordinates were established by GPS observations
 BJ0026.and adjusted by the National Geodetic Survey in May 2005..
 BJ0026
 BJ0026 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0026 ** and geoid heights are valid at the date of observation. These heights
 BJ0026 ** must always be validated when used as control.
 BJ0026 ** The orthometric height was determined by GPS observations using
 BJ0026 ** precise GPS observation and processing techniques and a new
 BJ0026 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0026 ** determined for this station.
 BJ0026 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0026 ** epoch indicated which incorporates improved geoid heights for the
 BJ0026 ** Southern Louisiana Subsidence area.
 BJ0026 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0026.The orthometric height was determined by GPS observations and a
 BJ0026.high-resolution geoid model using precise GPS observation and
 BJ0026.processing techniques. It supersedes the leveled height previously
 BJ0026.determined for this station.
 BJ0026.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0026
 BJ0026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0026
 BJ0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0026
 BJ0026.The ellipsoidal height was determined by GPS observations
 BJ0026.and is referenced to NAD 83.
 BJ0026
 BJ0026.The geoid height was determined by GEOID03.
 BJ0026
 BJ0026.The dynamic height is computed by dividing the NAVD 88
 BJ0026.geopotential number by the normal gravity value computed on the
 BJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0026.degrees latitude (g = 980.6199 gals.).
 BJ0026
 BJ0026.The modeled gravity was interpolated from observed gravity values.
 BJ0026
 BJ0026;                    North         East     Units Scale Factor Converg.
 BJ0026;SPC LA S     -   260,650.163   968,452.272   MT  1.00003560   -0 09 53.7
 BJ0026;SPC LA S     -   855,149.74  3,177,330.50   sFT  1.00003560   -0 09 53.7
 BJ0026;UTM  15      - 3,413,854.353   627,828.463   MT  0.99980156   +0 41 08.3
 BJ0026
 BJ0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0026!SPC LA S     -   1.00000216  x   1.00003560  =   1.00003776
 BJ0026!UTM  15      -   1.00000216  x   0.99980156  =   0.99980372
 BJ0026
 BJ0026                          SUPERSEDED SURVEY CONTROL
 BJ0026
 BJ0026  NAVD 88 (02/14/94)   13.467  (m)           44.18   (f) ADJUSTED    1 1
 BJ0026  NAVD 88 (06/15/91)   13.498  (m)           44.28   (f) UNKNOWN     1 1
 BJ0026  NGVD 29 (??/??/??)   13.456  (m)           44.15   (f) ADJUSTED    1 1
 BJ0026
 BJ0026.Superseded values are not recommended for survey control.
 BJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0026.See file dsdata.txt to determine how the superseded data were derived.
 BJ0026
 BJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2782813854(NAD 83)
 BJ0026_MARKER: DD = SURVEY DISK
 BJ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0026_STAMPING: H 207 1964
 BJ0026_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0026+STABILITY: SURFACE MOTION
 BJ0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0026+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 BJ0026
 BJ0026  HISTORY     - Date     Condition        Report By
 BJ0026  HISTORY     - 1964     MONUMENTED       CGS
 BJ0026  HISTORY     - 1976     GOOD             NGS
 BJ0026  HISTORY     - 20030701 GOOD             3001
 BJ0026
 BJ0026                          STATION DESCRIPTION
 BJ0026
 BJ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0026'3.8 MI NW FROM LACOUR.
 BJ0026'ABOUT 3.8 MILES NORTHWEST ALONG STATE ROAD 419 FROM THE GENERAL STORE
 BJ0026'AT LACOUR, OR ABOUT 1.5 MILES SOUTH ALONG STATE ROAD 418 FROM THE ST.
 BJ0026'STEPHENS CHURCH AT WILLIAMSPORT, THENCE 1.95 MILES SOUTH ALONG STATE
 BJ0026'ROAD 419, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 142 FEET
 BJ0026'SOUTHWEST OF THE CENTER LINE OF A LEVEE, 1 1/2 FEET NORTHEAST OF A
 BJ0026'FENCE, 1.8 FEET NORTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BJ0026'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BJ0026
 BJ0026                          STATION RECOVERY (1976)
 BJ0026
 BJ0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0026'1.4 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE ST STEPHENS CHURCH AT
 BJ0026'WILLIAMSPORT, THENCE 2 MILES SOUTHEAST ALONG STATE HIGHWAY 419, 28 FT
 BJ0026'EAST OF THE NORTHEAST END OF A 24 INCH CONCRETE PIPE CULVERT, 24 FT
 BJ0026'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 BJ0026
 BJ0026                          STATION RECOVERY (2003)
 BJ0026
 BJ0026'RECOVERY NOTE BY 3001, INC 2003 (DW)
 BJ0026'THE STATION IS LOCATED IN POINT COUPEE PARISH NEAR BATCHELOR, LA 17.1
 BJ0026'MILES NORTHWEST OF  NEW ROADS, 8.8 MILS NORTH NORTHWEST OF MORGANZA,
 BJ0026'12.5 MILES SOUTHEAST OF SIMMSPORT.
 BJ0026' 
 BJ0026'OWNERSHIP- COE
 BJ0026' 
 BJ0026'TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 1 AND LA HWY 419
 BJ0026'IN BATCHELOR GO  EAST ON 419 FOR 0.45 MILES TO CLAIBORNE RD GO NORTH
 BJ0026'NORTHEAST 0.8 MILES TO MARK ON RIGHT.
 BJ0026' 
 BJ0026'THE STATION IS A BRONZE DISK SET IN CONCRETE 24.8' NORTHEAST OF
 BJ0026'CENTERLINE OF RD, 143 FT  SOUTH WEST OF CENTERLINE OF LEVEE. 1.8' EAST
 BJ0026'OF METAL WITNEDD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1985 ***********************************************************************
 BJ1985  DESIGNATION -  H 209
 BJ1985  PID         -  BJ1985
 BJ1985  STATE/COUNTY-  LA/IBERVILLE
 BJ1985  USGS QUAD   -  PIGEON (1980)
 BJ1985
 BJ1985                         *CURRENT SURVEY CONTROL
 BJ1985  ___________________________________________________________________
 BJ1985* NAD 83(1986)-  30 05 26.     (N)    091 18 08.     (W)     SCALED    
 BJ1985* NAVD 88     -         1.31   (+/-2cm)       4.3    (feet)  VERTCON   
 BJ1985  ___________________________________________________________________
 BJ1985  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BJ1985
 BJ1985  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1985
 BJ1985.The horizontal coordinates were scaled from a topographic map and have
 BJ1985.an estimated accuracy of +/- 6 seconds.
 BJ1985
 BJ1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1985.The vertical order pertains to the NGVD 29 superseded value.
 BJ1985
 BJ1985.The geoid height was determined by GEOID03.
 BJ1985
 BJ1985;                    North         East    Units  Estimated Accuracy
 BJ1985;SPC LA S     -   176,300.    1,003,000.      MT  (+/- 180 meters Scaled)
 BJ1985
 BJ1985                          SUPERSEDED SURVEY CONTROL
 BJ1985
 BJ1985  NGVD 29 (??/??/??)    1.350  (m)            4.43   (f) ADJUSTED    1 2
 BJ1985
 BJ1985.Superseded values are not recommended for survey control.
 BJ1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1985.See file dsdata.txt to determine how the superseded data were derived.
 BJ1985
 BJ1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP636300(NAD 83)
 BJ1985_MARKER: DB = BENCH MARK DISK
 BJ1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1985_STAMPING: H 209 1964
 BJ1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1985+STABILITY: SURFACE MOTION
 BJ1985
 BJ1985  HISTORY     - Date     Condition        Report By
 BJ1985  HISTORY     - 1964     MONUMENTED       CGS
 BJ1985  HISTORY     - 1965     GOOD             CGS
 BJ1985
 BJ1985                          STATION DESCRIPTION
 BJ1985
 BJ1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1985'2.0 MI N FROM PIGEON.
 BJ1985'ABOUT 2.0 MILES NORTH ALONG STATE ROAD 75 FROM THE NORTH END OF A
 BJ1985'BRIDGE OVER LOWER GRAND RIVER AT PIGEON, AT A PIPE LINE CROSSING, 96
 BJ1985'FEET EAST OF THE CENTER LINE OF THE ROAD, 53 FEET SOUTH OF A GROUP OF
 BJ1985'EXPOSED PIPE LINE VALVES, 8.0 FEET WEST OF 3 HACKBERRY TREES ONE OF
 BJ1985'WHICH HAS A WITNESS SHIELD ON WEST SIDE, ABOUT 4 FEET BELOW THE LEVEL
 BJ1985'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 BJ1985'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1584 ***********************************************************************
 BJ1584  DESIGNATION -  H 21
 BJ1584  PID         -  BJ1584
 BJ1584  STATE/COUNTY-  LA/ST TAMMANY
 BJ1584  USGS QUAD   -  COVINGTON (1994)
 BJ1584
 BJ1584                         *CURRENT SURVEY CONTROL
 BJ1584  ___________________________________________________________________
 BJ1584* NAD 83(1986)-  30 28 48.     (N)    090 03 56.     (W)     SCALED    
 BJ1584* NAVD 88     -         8.62   (+/-2cm)      28.3    (feet)  VERTCON   
 BJ1584  ___________________________________________________________________
 BJ1584  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ1584
 BJ1584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1584
 BJ1584.The horizontal coordinates were scaled from a topographic map and have
 BJ1584.an estimated accuracy of +/- 6 seconds.
 BJ1584
 BJ1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1584.The vertical order pertains to the NGVD 29 superseded value.
 BJ1584
 BJ1584.The geoid height was determined by GEOID03.
 BJ1584
 BJ1584;                    North         East    Units  Estimated Accuracy
 BJ1584;SPC LA S     -   220,150.    1,121,720.      MT  (+/- 180 meters Scaled)
 BJ1584
 BJ1584                          SUPERSEDED SURVEY CONTROL
 BJ1584
 BJ1584  NGVD 29 (??/??/??)    8.632  (m)           28.32   (f) ADJUSTED    2 0
 BJ1584
 BJ1584.Superseded values are not recommended for survey control.
 BJ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1584.See file dsdata.txt to determine how the superseded data were derived.
 BJ1584
 BJ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP817756(NAD 83)
 BJ1584_MARKER: DB = BENCH MARK DISK
 BJ1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1584_STAMPING: H 21 1934 28.694
 BJ1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1584+STABILITY: SURFACE MOTION
 BJ1584
 BJ1584  HISTORY     - Date     Condition        Report By
 BJ1584  HISTORY     - 1934     MONUMENTED       CGS
 BJ1584  HISTORY     - 1955     GOOD             CGS
 BJ1584  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1584
 BJ1584                          STATION DESCRIPTION
 BJ1584
 BJ1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1584'2.0 MI W FROM ABITA SPRINGS.
 BJ1584'LOCATED 2 MILES WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BJ1584'RAILROAD STATION IN ABITA SPRINGS, AT THE SOUTHWEST ANGLE OF A ROAD
 BJ1584'CROSSING, IN LINE WITH A ROW OF POLES AND AT THE INTERSECTION OF A
 BJ1584'POWER LINE AND A TELEGRAPH LINE.  IT IS 29 FEET SOUTH OF THE SOUTH
 BJ1584'RAIL OF THE TRACK, 93 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 BJ1584'ROAD AND 12 FEET WEST OF THE 1ST POLE WEST OF THE ROAD CROSSING.  IT
 BJ1584'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BJ1584'INCHES AND ABOUT LEVEL WITH THE ROAD.
 BJ1584
 BJ1584                          STATION RECOVERY (1986)
 BJ1584
 BJ1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1584'NOT RECOVERED, SEARCHED FOR, NO EVIDENCE OF MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0126 ***********************************************************************
 CQ0126  DESIGNATION -  H 21 1 BOLT
 CQ0126  PID         -  CQ0126
 CQ0126  STATE/COUNTY-  LA/UNION
 CQ0126  USGS QUAD   -  HAILE (1988)
 CQ0126
 CQ0126                         *CURRENT SURVEY CONTROL
 CQ0126  ___________________________________________________________________
 CQ0126* NAD 83(1986)-  32 47 34.     (N)    092 08 15.     (W)     SCALED    
 CQ0126* NAVD 88     -        46.395  (meters)     152.21   (feet)  ADJUSTED  
 CQ0126  ___________________________________________________________________
 CQ0126  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ0126  DYNAMIC HT  -          46.344 (meters)     152.05  (feet)  COMP
 CQ0126  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 CQ0126
 CQ0126  VERT ORDER  -  SECOND    CLASS I
 CQ0126
 CQ0126.The horizontal coordinates were scaled from a topographic map and have
 CQ0126.an estimated accuracy of +/- 6 seconds.
 CQ0126
 CQ0126.The orthometric height was determined by differential leveling
 CQ0126.and adjusted by the National Geodetic Survey in June 1991..
 CQ0126
 CQ0126.The geoid height was determined by GEOID03.
 CQ0126
 CQ0126.The dynamic height is computed by dividing the NAVD 88
 CQ0126.geopotential number by the normal gravity value computed on the
 CQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0126.degrees latitude (g = 980.6199 gals.).
 CQ0126
 CQ0126.The modeled gravity was interpolated from observed gravity values.
 CQ0126
 CQ0126;                    North         East    Units  Estimated Accuracy
 CQ0126;SPC LA N     -   254,280.    1,033,960.      MT  (+/- 180 meters Scaled)
 CQ0126
 CQ0126                          SUPERSEDED SURVEY CONTROL
 CQ0126
 CQ0126  NGVD 29 (??/??/??)   46.486  (m)          152.51   (f) ADJUSTED    2 1
 CQ0126
 CQ0126.Superseded values are not recommended for survey control.
 CQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0126.See file dsdata.txt to determine how the superseded data were derived.
 CQ0126
 CQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS807286(NAD 83)
 CQ0126_MARKER: B = BOLT
 CQ0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0126
 CQ0126  HISTORY     - Date     Condition        Report By
 CQ0126  HISTORY     - UNK      MONUMENTED       DOD
 CQ0126  HISTORY     - 1943     GOOD             CGS
 CQ0126
 CQ0126                          STATION DESCRIPTION
 CQ0126
 CQ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0126'3.5 MI N FROM SPENCER.
 CQ0126'3-1/2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM SPENCER,
 CQ0126'ABOUT 2 MILES NORTH OF THE UNION POWER CO. CARBON PLANT, 500 FEET
 CQ0126'NORTH OF AN S CURVE ON STATE HIGHWAY 11, 125 FEET WEST OF THE
 CQ0126'CENTERLINE OF THE TRACK, 77 FEET EAST OF AN 8-INCH PINE TREE, 66 FEET
 CQ0126'SOUTH OF A 6-INCH PINE TREE, AND 44 FEET EAST OF THE CENTERLINE OF THE
 CQ0126'HIGHWAY.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CQ0126'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 6
 CQ0126'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ0126'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0125 ***********************************************************************
 CQ0125  DESIGNATION -  H 21 1 CAP
 CQ0125  PID         -  CQ0125
 CQ0125  STATE/COUNTY-  LA/UNION
 CQ0125  USGS QUAD   -  HAILE (1988)
 CQ0125
 CQ0125                         *CURRENT SURVEY CONTROL
 CQ0125  ___________________________________________________________________
 CQ0125* NAD 83(1986)-  32 47 34.     (N)    092 08 15.     (W)     SCALED    
 CQ0125* NAVD 88     -        47.620  (meters)     156.23   (feet)  ADJUSTED  
 CQ0125  ___________________________________________________________________
 CQ0125  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ0125  DYNAMIC HT  -          47.568 (meters)     156.06  (feet)  COMP
 CQ0125  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 CQ0125
 CQ0125  VERT ORDER  -  SECOND    CLASS I
 CQ0125
 CQ0125.The horizontal coordinates were scaled from a topographic map and have
 CQ0125.an estimated accuracy of +/- 6 seconds.
 CQ0125
 CQ0125.The orthometric height was determined by differential leveling
 CQ0125.and adjusted by the National Geodetic Survey in June 1991..
 CQ0125
 CQ0125.The geoid height was determined by GEOID03.
 CQ0125
 CQ0125.The dynamic height is computed by dividing the NAVD 88
 CQ0125.geopotential number by the normal gravity value computed on the
 CQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0125.degrees latitude (g = 980.6199 gals.).
 CQ0125
 CQ0125.The modeled gravity was interpolated from observed gravity values.
 CQ0125
 CQ0125;                    North         East    Units  Estimated Accuracy
 CQ0125;SPC LA N     -   254,280.    1,033,960.      MT  (+/- 180 meters Scaled)
 CQ0125
 CQ0125                          SUPERSEDED SURVEY CONTROL
 CQ0125
 CQ0125  NGVD 29 (??/??/??)   47.711  (m)          156.53   (f) ADJUSTED    2 1
 CQ0125
 CQ0125.Superseded values are not recommended for survey control.
 CQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0125.See file dsdata.txt to determine how the superseded data were derived.
 CQ0125
 CQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS807286(NAD 83)
 CQ0125_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0125
 CQ0125  HISTORY     - Date     Condition        Report By
 CQ0125  HISTORY     - UNK      MONUMENTED       DOD
 CQ0125  HISTORY     - 1943     GOOD             CGS
 CQ0125
 CQ0125                          STATION DESCRIPTION
 CQ0125
 CQ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0125'3.5 MI N FROM SPENCER.
 CQ0125'3-1/2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM SPENCER,
 CQ0125'ABOUT 2 MILES NORTH OF THE UNION POWER CO. CARBON PLANT, 500 FEET
 CQ0125'NORTH OF AN S CURVE ON STATE HIGHWAY 11, 125 FEET WEST OF THE
 CQ0125'CENTERLINE OF THE TRACK, 77 FEET EAST OF AN 8-INCH PINE TREE, 66 FEET
 CQ0125'SOUTH OF A 6-INCH PINE TREE, AND 44 FEET EAST OF THE CENTERLINE OF THE
 CQ0125'HIGHWAY.  AN IRON PIPE PROJECTING 6 INCHES ABOVE GROUND AND BEARING A
 CQ0125'CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0129 ***********************************************************************
 CQ0129  DESIGNATION -  H 21 2 BOLT
 CQ0129  PID         -  CQ0129
 CQ0129  STATE/COUNTY-  LA/UNION
 CQ0129  USGS QUAD   -  HAILE (1988)
 CQ0129
 CQ0129                         *CURRENT SURVEY CONTROL
 CQ0129  ___________________________________________________________________
 CQ0129* NAD 83(1986)-  32 49 54.     (N)    092 08 43.     (W)     SCALED    
 CQ0129* NAVD 88     -        35.182  (meters)     115.43   (feet)  ADJUSTED  
 CQ0129  ___________________________________________________________________
 CQ0129  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ0129  DYNAMIC HT  -          35.144 (meters)     115.30  (feet)  COMP
 CQ0129  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CQ0129
 CQ0129  VERT ORDER  -  SECOND    CLASS I
 CQ0129
 CQ0129.The horizontal coordinates were scaled from a topographic map and have
 CQ0129.an estimated accuracy of +/- 6 seconds.
 CQ0129
 CQ0129.The orthometric height was determined by differential leveling
 CQ0129.and adjusted by the National Geodetic Survey in June 1991..
 CQ0129
 CQ0129.The geoid height was determined by GEOID03.
 CQ0129
 CQ0129.The dynamic height is computed by dividing the NAVD 88
 CQ0129.geopotential number by the normal gravity value computed on the
 CQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0129.degrees latitude (g = 980.6199 gals.).
 CQ0129
 CQ0129.The modeled gravity was interpolated from observed gravity values.
 CQ0129
 CQ0129;                    North         East    Units  Estimated Accuracy
 CQ0129;SPC LA N     -   258,590.    1,033,210.      MT  (+/- 180 meters Scaled)
 CQ0129
 CQ0129                          SUPERSEDED SURVEY CONTROL
 CQ0129
 CQ0129  NGVD 29 (??/??/??)   35.273  (m)          115.72   (f) ADJUSTED    2 1
 CQ0129
 CQ0129.Superseded values are not recommended for survey control.
 CQ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0129.See file dsdata.txt to determine how the superseded data were derived.
 CQ0129
 CQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS799329(NAD 83)
 CQ0129_MARKER: B = BOLT
 CQ0129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0129_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0129
 CQ0129  HISTORY     - Date     Condition        Report By
 CQ0129  HISTORY     - UNK      MONUMENTED       DOD
 CQ0129  HISTORY     - 1943     GOOD             CGS
 CQ0129  HISTORY     - 1972     GOOD             LADTD
 CQ0129
 CQ0129                          STATION DESCRIPTION
 CQ0129
 CQ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0129'IN HAILE.
 CQ0129'AT HAILE, 372 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MISSOURI
 CQ0129'PACIFIC RAILROAD STATION, 65 FEET EAST OF THE CENTERLINE OF STATE
 CQ0129'HIGHWAY 11, 61.3 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 53.8
 CQ0129'FEET SOUTH OF A 10-INCH PINE TREE, 22.4 FEET NORTHEAST OF A 12-INCH
 CQ0129'PINE TREE, AND ON A SMALL MOUND.  A COPPER BOLT, SET IN THE TOP OF A
 CQ0129'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CQ0129'IRON PIPE PROJECTING 4 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CQ0129'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0129
 CQ0129                          STATION RECOVERY (1972)
 CQ0129
 CQ0129'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0129'ABOUT 7.4 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 143 FROM
 CQ0129'INTERSECTION OF LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 143, 63
 CQ0129'FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY 143 AT A POINT 252 FEET
 CQ0129'NORTH OF THE SOUTH END OF A SHARP CURVE IN COMMUNITY OF HAILE. MARKER
 CQ0129'IS 61 FEET WEST OF CENTERLINE OF CENTERLINE OF MISSOURI PACIFIC
 CQ0129'RAILROAD MAIN TRACK, 135 FEET SOUTHEAST OF SOUTHEAST CORNER OF J. O.
 CQ0129'BROWN GROCERY AND POST OFFICE, 0.7 MILES NORTH OF MARKER NUMBER 56V118
 CQ0129'(L.D.H.) A COPPER BOLT SET IN TOP OF A STONE ABOUT 3 FEET UNDERGROUND,
 CQ0129'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 6 INCHES ABOVE
 CQ0129'THE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0129'A METAL WITNESS POST IS SET 1.5 FEET NORTH OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0128 ***********************************************************************
 CQ0128  DESIGNATION -  H 21 2 CAP
 CQ0128  PID         -  CQ0128
 CQ0128  STATE/COUNTY-  LA/UNION
 CQ0128  USGS QUAD   -  HAILE (1988)
 CQ0128
 CQ0128                         *CURRENT SURVEY CONTROL
 CQ0128  ___________________________________________________________________
 CQ0128* NAD 83(1986)-  32 49 54.     (N)    092 08 43.     (W)     SCALED    
 CQ0128* NAVD 88     -        36.408  (meters)     119.45   (feet)  ADJUSTED  
 CQ0128  ___________________________________________________________________
 CQ0128  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ0128  DYNAMIC HT  -          36.368 (meters)     119.32  (feet)  COMP
 CQ0128  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CQ0128
 CQ0128  VERT ORDER  -  SECOND    CLASS I
 CQ0128
 CQ0128.The horizontal coordinates were scaled from a topographic map and have
 CQ0128.an estimated accuracy of +/- 6 seconds.
 CQ0128
 CQ0128.The orthometric height was determined by differential leveling
 CQ0128.and adjusted by the National Geodetic Survey in June 1991..
 CQ0128
 CQ0128.The geoid height was determined by GEOID03.
 CQ0128
 CQ0128.The dynamic height is computed by dividing the NAVD 88
 CQ0128.geopotential number by the normal gravity value computed on the
 CQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0128.degrees latitude (g = 980.6199 gals.).
 CQ0128
 CQ0128.The modeled gravity was interpolated from observed gravity values.
 CQ0128
 CQ0128;                    North         East    Units  Estimated Accuracy
 CQ0128;SPC LA N     -   258,590.    1,033,210.      MT  (+/- 180 meters Scaled)
 CQ0128
 CQ0128                          SUPERSEDED SURVEY CONTROL
 CQ0128
 CQ0128  NGVD 29 (??/??/??)   36.499  (m)          119.75   (f) ADJUSTED    2 1
 CQ0128
 CQ0128.Superseded values are not recommended for survey control.
 CQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0128.See file dsdata.txt to determine how the superseded data were derived.
 CQ0128
 CQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS799329(NAD 83)
 CQ0128_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0128
 CQ0128  HISTORY     - Date     Condition        Report By
 CQ0128  HISTORY     - UNK      MONUMENTED       DOD
 CQ0128  HISTORY     - 1943     GOOD             CGS
 CQ0128  HISTORY     - 1972     GOOD             LADTD
 CQ0128
 CQ0128                          STATION DESCRIPTION
 CQ0128
 CQ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0128'IN HAILE.
 CQ0128'AT HAILE, 372 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MISSOURI
 CQ0128'PACIFIC RAILROAD STATION, 65 FEET EAST OF THE CENTERLINE OF STATE
 CQ0128'HIGHWAY 11, 61.3 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 53.8
 CQ0128'FEET SOUTH OF A 10-INCH PINE TREE, 22.4 FEET NORTHEAST OF A 12-INCH
 CQ0128'PINE TREE, AND ON A SMALL MOUND.  AN IRON PIPE PROJECTING 4 INCHES
 CQ0128'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ0128'CAP.
 CQ0128
 CQ0128                          STATION RECOVERY (1972)
 CQ0128
 CQ0128'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0128'ABOUT 7.4 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 143 FROM
 CQ0128'INTERSECTION OF LOUISIANA HIGHWAY 33 AND LOUISIANA HIGHWAY 143, 63
 CQ0128'FEET EAST OF CENTERLINE OF LOUISIANA HIGHWAY 143 AT A POINT 252 FEET
 CQ0128'NORTH OF THE SOUTH END OF A SHARP CURVE IN COMMUNITY OF HAILE. MARKER
 CQ0128'IS 61 FEET WEST OF CENTERLINE OF CENTERLINE OF MISSOURI PACIFIC
 CQ0128'RAILROAD MAIN TRACK, 135 FEET SOUTHEAST OF SOUTHEAST CORNER OF J. O.
 CQ0128'BROWN GROCERY AND POST OFFICE, 0.7 MILES NORTH OF MARKER NUMBER 56V118
 CQ0128'(L.D.H.) A COPPER BOLT SET IN TOP OF A STONE ABOUT 3 FEET UNDERGROUND,
 CQ0128'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 6 INCHES ABOVE
 CQ0128'THE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0128'A METAL WITNESS POST IS SET 1.5 FEET NORTH OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0159 ***********************************************************************
 CQ0159  DESIGNATION -  H 21 3 BOLT
 CQ0159  PID         -  CQ0159
 CQ0159  STATE/COUNTY-  LA/UNION
 CQ0159  USGS QUAD   -  HAILE (1988)
 CQ0159
 CQ0159                         *CURRENT SURVEY CONTROL
 CQ0159  ___________________________________________________________________
 CQ0159* NAD 83(1986)-  32 50 03.     (N)    092 08 44.     (W)     SCALED    
 CQ0159* NAVD 88     -        31.07   (+/-2cm)     101.9    (feet)  VERTCON   
 CQ0159  ___________________________________________________________________
 CQ0159  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ0159
 CQ0159  VERT ORDER  -  ? (See Below)
 CQ0159
 CQ0159.The horizontal coordinates were scaled from a topographic map and have
 CQ0159.an estimated accuracy of +/- 6 seconds.
 CQ0159
 CQ0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0159.The vertical order pertains to the NGVD 29 superseded value.
 CQ0159
 CQ0159.The geoid height was determined by GEOID03.
 CQ0159
 CQ0159;                    North         East    Units  Estimated Accuracy
 CQ0159;SPC LA N     -   258,870.    1,033,190.      MT  (+/- 180 meters Scaled)
 CQ0159
 CQ0159                          SUPERSEDED SURVEY CONTROL
 CQ0159
 CQ0159  NGVD 29 (??/??/??)   31.160  (m)          102.23   (f) ADJUSTED    ?  
 CQ0159
 CQ0159.Superseded values are not recommended for survey control.
 CQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0159.See file dsdata.txt to determine how the superseded data were derived.
 CQ0159
 CQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS799332(NAD 83)
 CQ0159_MARKER: B = BOLT
 CQ0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0159
 CQ0159  HISTORY     - Date     Condition        Report By
 CQ0159  HISTORY     - UNK      MONUMENTED       DOD
 CQ0159  HISTORY     - 1934     GOOD             CGS
 CQ0159
 CQ0159                          STATION DESCRIPTION
 CQ0159
 CQ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0159'IN HAILE.
 CQ0159'AT HAILE, ABOUT 1500 FEET NORTH OF THE MISSOURI PACIFIC RAILROAD
 CQ0159'STATION, 133.9 FEET SOUTHWEST OF A 4-INCH TWIN-PINE TREE, 129.6 FEET
 CQ0159'NORTHWEST OF A 6-INCH PINE TREE, 117.3 FEET NORTHWEST OF A SWITCH
 CQ0159'STAND, 70.4 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1.2 FEET
 CQ0159'EAST OF A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 CQ0159'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ0159'PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CQ0159'ENGINEERS, USA, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0158 ***********************************************************************
 CQ0158  DESIGNATION -  H 21 3 CAP
 CQ0158  PID         -  CQ0158
 CQ0158  STATE/COUNTY-  LA/UNION
 CQ0158  USGS QUAD   -  HAILE (1988)
 CQ0158
 CQ0158                         *CURRENT SURVEY CONTROL
 CQ0158  ___________________________________________________________________
 CQ0158* NAD 83(1986)-  32 50 03.     (N)    092 08 44.     (W)     SCALED    
 CQ0158* NAVD 88     -        32.29   (+/-2cm)     105.9    (feet)  VERTCON   
 CQ0158  ___________________________________________________________________
 CQ0158  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ0158
 CQ0158  VERT ORDER  -  ? (See Below)
 CQ0158
 CQ0158.The horizontal coordinates were scaled from a topographic map and have
 CQ0158.an estimated accuracy of +/- 6 seconds.
 CQ0158
 CQ0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0158.The vertical order pertains to the NGVD 29 superseded value.
 CQ0158
 CQ0158.The geoid height was determined by GEOID03.
 CQ0158
 CQ0158;                    North         East    Units  Estimated Accuracy
 CQ0158;SPC LA N     -   258,870.    1,033,190.      MT  (+/- 180 meters Scaled)
 CQ0158
 CQ0158                          SUPERSEDED SURVEY CONTROL
 CQ0158
 CQ0158  NGVD 29 (??/??/??)   32.378  (m)          106.23   (f) ADJUSTED    ?  
 CQ0158
 CQ0158.Superseded values are not recommended for survey control.
 CQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0158.See file dsdata.txt to determine how the superseded data were derived.
 CQ0158
 CQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS799332(NAD 83)
 CQ0158_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0158
 CQ0158  HISTORY     - Date     Condition        Report By
 CQ0158  HISTORY     - UNK      MONUMENTED       DOD
 CQ0158  HISTORY     - 1934     GOOD             CGS
 CQ0158
 CQ0158                          STATION DESCRIPTION
 CQ0158
 CQ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0158'IN HAILE.
 CQ0158'AT HAILE, ABOUT 1500 FEET NORTH OF THE MISSOURI PACIFIC RAILROAD
 CQ0158'STATION, 133.9 FEET SOUTHWEST OF A 4-INCH TWIN-PINE TREE, 129.6 FEET
 CQ0158'NORTHWEST OF A 6-INCH PINE TREE, 117.3 FEET NORTHWEST OF A SWITCH
 CQ0158'STAND, 70.4 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1.2 FEET
 CQ0158'EAST OF A FENCE.  AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND
 CQ0158'AND BEARING A CORPS OF ENGINEERS, USA, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0162 ***********************************************************************
 CQ0162  DESIGNATION -  H 21 4 BOLT
 CQ0162  PID         -  CQ0162
 CQ0162  STATE/COUNTY-  LA/UNION
 CQ0162  USGS QUAD   -  HAILE (1988)
 CQ0162
 CQ0162                         *CURRENT SURVEY CONTROL
 CQ0162  ___________________________________________________________________
 CQ0162* NAD 83(1986)-  32 50 32.     (N)    092 11 37.     (W)     SCALED    
 CQ0162* NAVD 88     -        55.23   (+/-2cm)     181.2    (feet)  VERTCON   
 CQ0162  ___________________________________________________________________
 CQ0162  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ0162
 CQ0162  VERT ORDER  -  ? (See Below)
 CQ0162
 CQ0162.The horizontal coordinates were scaled from a topographic map and have
 CQ0162.an estimated accuracy of +/- 6 seconds.
 CQ0162
 CQ0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0162.The vertical order pertains to the NGVD 29 superseded value.
 CQ0162
 CQ0162.The geoid height was determined by GEOID03.
 CQ0162
 CQ0162;                    North         East    Units  Estimated Accuracy
 CQ0162;SPC LA N     -   259,750.    1,028,690.      MT  (+/- 180 meters Scaled)
 CQ0162
 CQ0162                          SUPERSEDED SURVEY CONTROL
 CQ0162
 CQ0162  NGVD 29 (??/??/??)   55.319  (m)          181.49   (f) ADJUSTED    ?  
 CQ0162
 CQ0162.Superseded values are not recommended for survey control.
 CQ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0162.See file dsdata.txt to determine how the superseded data were derived.
 CQ0162
 CQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS754340(NAD 83)
 CQ0162_MARKER: B = BOLT
 CQ0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0162
 CQ0162  HISTORY     - Date     Condition        Report By
 CQ0162  HISTORY     - UNK      MONUMENTED       DOD
 CQ0162  HISTORY     - 1943     GOOD             CGS
 CQ0162
 CQ0162                          STATION DESCRIPTION
 CQ0162
 CQ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0162'IN LINVILLE.
 CQ0162'3 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM HAILE, AT LINVILLE, 600
 CQ0162'FEET NORTHWEST OF A SERVICE STATION, 300 FEET SOUTH OF THE SCHOOL, 70
 CQ0162'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTHWEST OF AN
 CQ0162'8-INCH SWEET GUM TREE, AND 12.5 FEET NORTH OF A CLUSTER OF 8 INCH
 CQ0162'CHINABERRY TREES.  A COPPER BOLT, SET IN THE TOP OF A STONE 3 FEET
 CQ0162'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 CQ0162'ABOUT 4 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 CQ0162'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0161 ***********************************************************************
 CQ0161  DESIGNATION -  H 21 4 CAP
 CQ0161  PID         -  CQ0161
 CQ0161  STATE/COUNTY-  LA/UNION
 CQ0161  USGS QUAD   -  HAILE (1988)
 CQ0161
 CQ0161                         *CURRENT SURVEY CONTROL
 CQ0161  ___________________________________________________________________
 CQ0161* NAD 83(1986)-  32 50 31.     (N)    092 11 37.     (W)     SCALED    
 CQ0161* NAVD 88     -        56.45   (+/-2cm)     185.2    (feet)  VERTCON   
 CQ0161  ___________________________________________________________________
 CQ0161  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ0161
 CQ0161  VERT ORDER  -  ? (See Below)
 CQ0161
 CQ0161.The horizontal coordinates were scaled from a topographic map and have
 CQ0161.an estimated accuracy of +/- 6 seconds.
 CQ0161
 CQ0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0161.The vertical order pertains to the NGVD 29 superseded value.
 CQ0161
 CQ0161.The geoid height was determined by GEOID03.
 CQ0161
 CQ0161;                    North         East    Units  Estimated Accuracy
 CQ0161;SPC LA N     -   259,720.    1,028,690.      MT  (+/- 180 meters Scaled)
 CQ0161
 CQ0161                          SUPERSEDED SURVEY CONTROL
 CQ0161
 CQ0161  NGVD 29 (??/??/??)   56.539  (m)          185.50   (f) ADJUSTED    ?  
 CQ0161
 CQ0161.Superseded values are not recommended for survey control.
 CQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0161.See file dsdata.txt to determine how the superseded data were derived.
 CQ0161
 CQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS754340(NAD 83)
 CQ0161_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0161
 CQ0161  HISTORY     - Date     Condition        Report By
 CQ0161  HISTORY     - UNK      MONUMENTED       DOD
 CQ0161  HISTORY     - 1943     GOOD             CGS
 CQ0161
 CQ0161                          STATION DESCRIPTION
 CQ0161
 CQ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0161'IN LINVILLE.
 CQ0161'3 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM HAILE, AT LINVILLE, 600
 CQ0161'FEET NORTHWEST OF A SERVICE STATION, 300 FEET SOUTH OF THE SCHOOL, 70
 CQ0161'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTHWEST OF AN
 CQ0161'8-INCH SWEET GUM TREE, AND 12.5 FEET NORTH OF A CLUSTER OF 8 INCH
 CQ0161'CHINABERRY TREES.  AN IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND
 CQ0161'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0165 ***********************************************************************
 CQ0165  DESIGNATION -  H 21 5 BOLT
 CQ0165  PID         -  CQ0165
 CQ0165  STATE/COUNTY-  LA/UNION
 CQ0165  USGS QUAD   -  MARION EAST (1988)
 CQ0165
 CQ0165                         *CURRENT SURVEY CONTROL
 CQ0165  ___________________________________________________________________
 CQ0165* NAD 83(1986)-  32 53 55.     (N)    092 14 21.     (W)     SCALED    
 CQ0165* NAVD 88     -        56.38   (+/-2cm)     185.0    (feet)  VERTCON   
 CQ0165  ___________________________________________________________________
 CQ0165  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ0165
 CQ0165  VERT ORDER  -  ? (See Below)
 CQ0165
 CQ0165.The horizontal coordinates were scaled from a topographic map and have
 CQ0165.an estimated accuracy of +/- 6 seconds.
 CQ0165
 CQ0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0165.The vertical order pertains to the NGVD 29 superseded value.
 CQ0165
 CQ0165.The geoid height was determined by GEOID03.
 CQ0165
 CQ0165;                    North         East    Units  Estimated Accuracy
 CQ0165;SPC LA N     -   265,990.    1,024,410.      MT  (+/- 180 meters Scaled)
 CQ0165
 CQ0165                          SUPERSEDED SURVEY CONTROL
 CQ0165
 CQ0165  NGVD 29 (??/??/??)   56.470  (m)          185.27   (f) ADJUSTED    ?  
 CQ0165
 CQ0165.Superseded values are not recommended for survey control.
 CQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0165.See file dsdata.txt to determine how the superseded data were derived.
 CQ0165
 CQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS711403(NAD 83)
 CQ0165_MARKER: B = BOLT
 CQ0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0165
 CQ0165  HISTORY     - Date     Condition        Report By
 CQ0165  HISTORY     - UNK      MONUMENTED       DOD
 CQ0165  HISTORY     - 1934     GOOD             CGS
 CQ0165
 CQ0165                          STATION DESCRIPTION
 CQ0165
 CQ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0165'IN MARION.
 CQ0165'AT THE SOUTHEAST EDGE OF MARION, IN THE BACK LOT OF THE D.W. MILLER
 CQ0165'RESIDENCE, 788.4 FEET SOUTH OF PBM H-21-6 (USE), DESCRIBED BELOW, 119
 CQ0165'FEET NORTHEAST OF A 36-INCH OAK TREE, 112.5 FEET SOUTHEAST OF A 30
 CQ0165'INCH OAK TREE, AND 41.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CQ0165'LOG BARN.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 CQ0165'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 5
 CQ0165'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ0165'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0164 ***********************************************************************
 CQ0164  DESIGNATION -  H 21 5 CAP
 CQ0164  PID         -  CQ0164
 CQ0164  STATE/COUNTY-  LA/UNION
 CQ0164  USGS QUAD   -  MARION EAST (1988)
 CQ0164
 CQ0164                         *CURRENT SURVEY CONTROL
 CQ0164  ___________________________________________________________________
 CQ0164* NAD 83(1986)-  32 53 54.     (N)    092 14 21.     (W)     SCALED    
 CQ0164* NAVD 88     -        57.60   (+/-2cm)     189.0    (feet)  VERTCON   
 CQ0164  ___________________________________________________________________
 CQ0164  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ0164
 CQ0164  VERT ORDER  -  ? (See Below)
 CQ0164
 CQ0164.The horizontal coordinates were scaled from a topographic map and have
 CQ0164.an estimated accuracy of +/- 6 seconds.
 CQ0164
 CQ0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0164.The vertical order pertains to the NGVD 29 superseded value.
 CQ0164
 CQ0164.The geoid height was determined by GEOID03.
 CQ0164
 CQ0164;                    North         East    Units  Estimated Accuracy
 CQ0164;SPC LA N     -   265,960.    1,024,410.      MT  (+/- 180 meters Scaled)
 CQ0164
 CQ0164                          SUPERSEDED SURVEY CONTROL
 CQ0164
 CQ0164  NGVD 29 (??/??/??)   57.692  (m)          189.28   (f) ADJUSTED    ?  
 CQ0164
 CQ0164.Superseded values are not recommended for survey control.
 CQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0164.See file dsdata.txt to determine how the superseded data were derived.
 CQ0164
 CQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS711402(NAD 83)
 CQ0164_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0164_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0164
 CQ0164  HISTORY     - Date     Condition        Report By
 CQ0164  HISTORY     - UNK      MONUMENTED       DOD
 CQ0164  HISTORY     - 1934     GOOD             CGS
 CQ0164
 CQ0164                          STATION DESCRIPTION
 CQ0164
 CQ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0164'IN MARION.
 CQ0164'AT THE SOUTHEAST EDGE OF MARION, IN THE BACK LOT OF THE D.W. MILLER
 CQ0164'RESIDENCE, 788.4 FEET SOUTH OF PBM H-21-6 (USE), DESCRIBED BELOW, 119
 CQ0164'FEET NORTHEAST OF A 36-INCH OAK TREE, 112.5 FEET SOUTHEAST OF A 30
 CQ0164'INCH OAK TREE, AND 41.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CQ0164'LOG BARN.  AN IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND AND
 CQ0164'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0168 ***********************************************************************
 CQ0168  DESIGNATION -  H 21 6 BOLT
 CQ0168  PID         -  CQ0168
 CQ0168  STATE/COUNTY-  LA/UNION
 CQ0168  USGS QUAD   -  MARION EAST (1988)
 CQ0168
 CQ0168                         *CURRENT SURVEY CONTROL
 CQ0168  ___________________________________________________________________
 CQ0168* NAD 83(1986)-  32 54 03.     (N)    092 14 21.     (W)     SCALED    
 CQ0168* NAVD 88     -        60.18   (+/-2cm)     197.4    (feet)  VERTCON   
 CQ0168  ___________________________________________________________________
 CQ0168  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ0168
 CQ0168  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ0168
 CQ0168.The horizontal coordinates were scaled from a topographic map and have
 CQ0168.an estimated accuracy of +/- 6 seconds.
 CQ0168
 CQ0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0168.The vertical order pertains to the NGVD 29 superseded value.
 CQ0168
 CQ0168.The geoid height was determined by GEOID03.
 CQ0168
 CQ0168;                    North         East    Units  Estimated Accuracy
 CQ0168;SPC LA N     -   266,240.    1,024,400.      MT  (+/- 180 meters Scaled)
 CQ0168
 CQ0168                          SUPERSEDED SURVEY CONTROL
 CQ0168
 CQ0168  NGVD 29 (??/??/??)   60.266  (m)          197.72   (f) ADJUSTED    2 1
 CQ0168
 CQ0168.Superseded values are not recommended for survey control.
 CQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0168.See file dsdata.txt to determine how the superseded data were derived.
 CQ0168
 CQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS711405(NAD 83)
 CQ0168_MARKER: B = BOLT
 CQ0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0168
 CQ0168  HISTORY     - Date     Condition        Report By
 CQ0168  HISTORY     - UNK      MONUMENTED       DOD
 CQ0168  HISTORY     - 1934     GOOD             CGS
 CQ0168  HISTORY     - 1974     GOOD             LADTD
 CQ0168
 CQ0168                          STATION DESCRIPTION
 CQ0168
 CQ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0168'IN MARION.
 CQ0168'AT MARION, 800 FEET SOUTHEAST OF THE BUSINESS BLOCK, 106 FEET
 CQ0168'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 11, 96.3 FEET SOUTHEAST
 CQ0168'OF A 36-INCH PINE TREE, 68 FEET EAST OF A 36-INCH WHITE OAK TREE, AND
 CQ0168'1.5 FEET WEST OF THE NORTHWEST CORNER OF THE A. ABRAHAM GARDEN
 CQ0168'(RESIDENCE WAS DESTROYED BY FIRE).  A COPPER BOLT, SET IN THE TOP OF A
 CQ0168'STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 CQ0168'PIPE PROJECTING 5 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CQ0168'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0168
 CQ0168                          STATION RECOVERY (1974)
 CQ0168
 CQ0168'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 CQ0168'LOCATED AT THE INTERSECTION OF LOUISIANA HIGHWAY 143 AND LOUISIANA
 CQ0168'HIGHWAY 827 IN MARION, 85.5 FEET NORTHEAST OF CENTERLINE OF LOUISIANA
 CQ0168'HIGHWAY 143 IN MR. DAVID BOWENS YARD, 113.2 FEET SOUTHEAST OF
 CQ0168'CENTERLINE OF LOUISIANA HIGHWAY 827, 96.3 FEET SOUTH OF A 38 INCH PINE
 CQ0168'TREE, 18.8 FEET WEST OF SOUTHWEST CORNER OF FRAME RESIDENCE OF MR.
 CQ0168'DAVID BOWEN, APPROXIMATELY 600 FEET NORTHEAST OF WATER TOWER, 0.4
 CQ0168'MILES NORTH WEST OF MARKER NUMBER 56V 125 (L.D.H.).  A COPPER BOLT SET
 CQ0168'IN THE TOP OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 CQ0168'THROUGH AN IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE THE GROUND
 CQ0168'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0167 ***********************************************************************
 CQ0167  DESIGNATION -  H 21 6 CAP
 CQ0167  PID         -  CQ0167
 CQ0167  STATE/COUNTY-  LA/UNION
 CQ0167  USGS QUAD   -  MARION EAST (1988)
 CQ0167
 CQ0167                         *CURRENT SURVEY CONTROL
 CQ0167  ___________________________________________________________________
 CQ0167* NAD 83(1986)-  32 54 03.     (N)    092 14 21.     (W)     SCALED    
 CQ0167* NAVD 88     -        61.414  (meters)     201.49   (feet)  ADJUSTED  
 CQ0167  ___________________________________________________________________
 CQ0167  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ0167  DYNAMIC HT  -          61.347 (meters)     201.27  (feet)  COMP
 CQ0167  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 CQ0167
 CQ0167  VERT ORDER  -  SECOND    CLASS I
 CQ0167
 CQ0167.The horizontal coordinates were scaled from a topographic map and have
 CQ0167.an estimated accuracy of +/- 6 seconds.
 CQ0167
 CQ0167.The orthometric height was determined by differential leveling
 CQ0167.and adjusted by the National Geodetic Survey in June 1991..
 CQ0167.WARNING-Repeat measurements at this control monument indicate possible
 CQ0167.vertical movement.
 CQ0167
 CQ0167.The geoid height was determined by GEOID03.
 CQ0167
 CQ0167.The dynamic height is computed by dividing the NAVD 88
 CQ0167.geopotential number by the normal gravity value computed on the
 CQ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0167.degrees latitude (g = 980.6199 gals.).
 CQ0167
 CQ0167.The modeled gravity was interpolated from observed gravity values.
 CQ0167
 CQ0167;                    North         East    Units  Estimated Accuracy
 CQ0167;SPC LA N     -   266,240.    1,024,400.      MT  (+/- 180 meters Scaled)
 CQ0167
 CQ0167                          SUPERSEDED SURVEY CONTROL
 CQ0167
 CQ0167  NGVD 29 (??/??/??)   61.507  (m)          201.79   (f) ADJUSTED    2 1
 CQ0167
 CQ0167.Superseded values are not recommended for survey control.
 CQ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0167.See file dsdata.txt to determine how the superseded data were derived.
 CQ0167
 CQ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS711405(NAD 83)
 CQ0167_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0167
 CQ0167  HISTORY     - Date     Condition        Report By
 CQ0167  HISTORY     - UNK      MONUMENTED       DOD
 CQ0167  HISTORY     - 1934     GOOD             CGS
 CQ0167  HISTORY     - 1974     GOOD             LADTD
 CQ0167
 CQ0167                          STATION DESCRIPTION
 CQ0167
 CQ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0167'IN MARION.
 CQ0167'AT MARION, 800 FEET SOUTHEAST OF THE BUSINESS BLOCK, 106 FEET
 CQ0167'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 11, 96.3 FEET SOUTHEAST
 CQ0167'OF A 36-INCH PINE TREE, 68 FEET EAST OF A 36-INCH WHITE OAK TREE, AND
 CQ0167'1.5 FEET WEST OF THE NORTHWEST CORNER OF THE A. ABRAHAM GARDEN
 CQ0167'(RESIDENCE WAS DESTROYED BY FIRE).  AN IRON PIPE PROJECTING 5 INCHES
 CQ0167'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ0167'CAP.
 CQ0167
 CQ0167                          STATION RECOVERY (1974)
 CQ0167
 CQ0167'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 CQ0167'AT MARION, 800 FEET SOUTHEAST OF THE BUSINESS BLOCK, 106 FEET
 CQ0167'NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 33, 96.3 FEET
 CQ0167'SOUTHEAST OF A 36-INCH PINE TREE, 68 FEET EAST OF A 36-INCH WHITE OAK
 CQ0167'TREE, AND 1.5 FEET WEST OF THE NORTHWEST CORNER OF THE A. ABRAHAM
 CQ0167'GARDEN (RESIDENCE WAS DESTROYED BY FIRE).  IT IS A COPPER BOLT, SET IN
 CQ0167'THE TOP OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 CQ0167'THROUGH AN IRON PIPE PROJECTING 5 INCHES ABOVE THE GROUND BEARING A
 CQ0167'CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0171 ***********************************************************************
 CQ0171  DESIGNATION -  H 21 7 BOLT
 CQ0171  PID         -  CQ0171
 CQ0171  STATE/COUNTY-  LA/UNION
 CQ0171  USGS QUAD   -  MARION EAST (1988)
 CQ0171
 CQ0171                         *CURRENT SURVEY CONTROL
 CQ0171  ___________________________________________________________________
 CQ0171* NAD 83(1986)-  32 57 39.     (N)    092 14 07.     (W)     SCALED    
 CQ0171* NAVD 88     -        35.24   (+/-2cm)     115.6    (feet)  VERTCON   
 CQ0171  ___________________________________________________________________
 CQ0171  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ0171
 CQ0171  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ0171
 CQ0171.The horizontal coordinates were scaled from a topographic map and have
 CQ0171.an estimated accuracy of +/- 6 seconds.
 CQ0171
 CQ0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0171.The vertical order pertains to the NGVD 29 superseded value.
 CQ0171
 CQ0171.The geoid height was determined by GEOID03.
 CQ0171
 CQ0171;                    North         East    Units  Estimated Accuracy
 CQ0171;SPC LA N     -   272,890.    1,024,750.      MT  (+/- 180 meters Scaled)
 CQ0171
 CQ0171                          SUPERSEDED SURVEY CONTROL
 CQ0171
 CQ0171  NGVD 29 (??/??/??)   35.320  (m)          115.88   (f) ADJUSTED    2 1
 CQ0171
 CQ0171.Superseded values are not recommended for survey control.
 CQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0171.See file dsdata.txt to determine how the superseded data were derived.
 CQ0171
 CQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS714472(NAD 83)
 CQ0171_MARKER: B = BOLT
 CQ0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0171
 CQ0171  HISTORY     - Date     Condition        Report By
 CQ0171  HISTORY     - UNK      MONUMENTED       DOD
 CQ0171  HISTORY     - 1943     GOOD             CGS
 CQ0171  HISTORY     - 1972     GOOD             MNGS
 CQ0171
 CQ0171                          STATION DESCRIPTION
 CQ0171
 CQ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0171'IN CECIL.
 CQ0171'4-1/2 MILES NORTH ALONG STATE HIGHWAY 156 FROM MARION, UNION PARISH,
 CQ0171'AT CECIL, 260.5 FEET NORTH OF AN 18-INCH POST OAK-TREE, 145.3 FEET
 CQ0171'EAST OF A 6-INCH CHERRY TREE, 52 FEET EAST OF THE CROSSING OF THE
 CQ0171'MISSOURI PACIFIC RAILROAD TRACK, AND 6 FEET NORTHWEST OF THE NORTHWEST
 CQ0171'CORNER OF THE RESIDENCE OWNED BY CARL CARRELL AND OCCUPIED BY R.
 CQ0171'HARPER (NEGRO.)  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CQ0171'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 CQ0171'ABOUT 5 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.A.,
 CQ0171'STANDARD CAP.
 CQ0171
 CQ0171                          STATION RECOVERY (1972)
 CQ0171
 CQ0171'RECOVERY NOTE BY MINNESOTA GEODETIC SURVEY 1972
 CQ0171'ABOUT 4.2 MILES NORTH ALONG LOUISIANA HIGHWAY 33 FROM INTERSECTION OF
 CQ0171'LOUISIANA HIGHWAY 143 AND LOUISIANA HIGHWAY 33, 125 FEET WEST
 CQ0171'CENTERLINE LOUISIANA HIGHWAY 33, 109 FEET SOUTHEAST PARISH GRAVEL
 CQ0171'ROAD, 338 FEET SOUTHWEST INTERSECTION OF PARISH ROAD AND LOUISIANA
 CQ0171'HIGHWAY 33, 43 FEET SOUTHEAST OLD ABANDONDED RAILROAD DUMP, A COPPER
 CQ0171'BOLT SET IN THE TOP OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO
 CQ0171'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 5 INCHES ABOVE THE GROUND
 CQ0171'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.  A METAL
 CQ0171'WITNESS POST IS SET 1 FOOT EAST OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0170 ***********************************************************************
 CQ0170  DESIGNATION -  H 21 7 CAP
 CQ0170  PID         -  CQ0170
 CQ0170  STATE/COUNTY-  LA/UNION
 CQ0170  USGS QUAD   -  MARION EAST (1988)
 CQ0170
 CQ0170                         *CURRENT SURVEY CONTROL
 CQ0170  ___________________________________________________________________
 CQ0170* NAD 83(1986)-  32 57 39.     (N)    092 14 07.     (W)     SCALED    
 CQ0170* NAVD 88     -        36.45   (+/-2cm)     119.6    (feet)  VERTCON   
 CQ0170  ___________________________________________________________________
 CQ0170  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ0170
 CQ0170  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ0170
 CQ0170.The horizontal coordinates were scaled from a topographic map and have
 CQ0170.an estimated accuracy of +/- 6 seconds.
 CQ0170
 CQ0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0170.The vertical order pertains to the NGVD 29 superseded value.
 CQ0170
 CQ0170.The geoid height was determined by GEOID03.
 CQ0170
 CQ0170;                    North         East    Units  Estimated Accuracy
 CQ0170;SPC LA N     -   272,890.    1,024,750.      MT  (+/- 180 meters Scaled)
 CQ0170
 CQ0170                          SUPERSEDED SURVEY CONTROL
 CQ0170
 CQ0170  NGVD 29 (??/??/??)   36.537  (m)          119.87   (f) ADJUSTED    2 1
 CQ0170
 CQ0170.Superseded values are not recommended for survey control.
 CQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0170.See file dsdata.txt to determine how the superseded data were derived.
 CQ0170
 CQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS714472(NAD 83)
 CQ0170_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0170
 CQ0170  HISTORY     - Date     Condition        Report By
 CQ0170  HISTORY     - UNK      MONUMENTED       DOD
 CQ0170  HISTORY     - 1943     GOOD             CGS
 CQ0170  HISTORY     - 1972     GOOD             MNGS
 CQ0170
 CQ0170                          STATION DESCRIPTION
 CQ0170
 CQ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0170'IN CECIL.
 CQ0170'4-1/2 MILES NORTH ALONG STATE HIGHWAY 156 FROM MARION, UNION PARISH,
 CQ0170'AT CECIL, 260.5 FEET NORTH OF AN 18-INCH POST OAK-TREE, 145.3 FEET
 CQ0170'EAST OF A 6-INCH CHERRY TREE, 52 FEET EAST OF THE CROSSING OF THE
 CQ0170'MISSOURI PACIFIC RAILROAD TRACK, AND 6 FEET NORTHWEST OF THE NORTHWEST
 CQ0170'CORNER OF THE RESIDENCE OWNED BY CARL CARRELL AND OCCUPIED BY R.
 CQ0170'HARPER (NEGRO.)  AN IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND
 CQ0170'AND BEARING A CORPS OF ENGINEERS, U.S.A., STANDARD CAP.
 CQ0170
 CQ0170                          STATION RECOVERY (1972)
 CQ0170
 CQ0170'RECOVERY NOTE BY MINNESOTA GEODETIC SURVEY 1972
 CQ0170'ABOUT 4.2 MILES NORTH ALONG LOUISIANA HIGHWAY 33 FROM INTERSECTION OF
 CQ0170'LOUISIANA HIGHWAY 143 AND LOUISIANA HIGHWAY 33, 125 FEET WEST
 CQ0170'CENTERLINE LOUISIANA HIGHWAY 33, 109 FEET SOUTHEAST PARISH GRAVEL
 CQ0170'ROAD, 338 FEET SOUTHWEST INTERSECTION OF PARISH ROAD AND LOUISIANA
 CQ0170'HIGHWAY 33, 43 FEET SOUTHEAST OLD ABANDONDED RAILROAD DUMP, A COPPER
 CQ0170'BOLT SET IN THE TOP OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO
 CQ0170'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 5 INCHES ABOVE THE GROUND
 CQ0170'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.  A METAL
 CQ0170'WITNESS POST IS SET 1 FOOT EAST OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0174 ***********************************************************************
 CQ0174  DESIGNATION -  H 21 8 BOLT
 CQ0174  PID         -  CQ0174
 CQ0174  STATE/COUNTY-  LA/UNION
 CQ0174  USGS QUAD   -  MARION EAST (1988)
 CQ0174
 CQ0174                         *CURRENT SURVEY CONTROL
 CQ0174  ___________________________________________________________________
 CQ0174* NAD 83(1986)-  32 59 37.     (N)    092 11 40.     (W)     SCALED    
 CQ0174* NAVD 88     -        28.79   (+/-2cm)      94.5    (feet)  VERTCON   
 CQ0174  ___________________________________________________________________
 CQ0174  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ0174
 CQ0174  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ0174
 CQ0174.The horizontal coordinates were scaled from a topographic map and have
 CQ0174.an estimated accuracy of +/- 6 seconds.
 CQ0174
 CQ0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0174.The vertical order pertains to the NGVD 29 superseded value.
 CQ0174
 CQ0174.The geoid height was determined by GEOID03.
 CQ0174
 CQ0174;                    North         East    Units  Estimated Accuracy
 CQ0174;SPC LA N     -   276,540.    1,028,560.      MT  (+/- 180 meters Scaled)
 CQ0174
 CQ0174                          SUPERSEDED SURVEY CONTROL
 CQ0174
 CQ0174  NGVD 29 (??/??/??)   28.866  (m)           94.70   (f) ADJUSTED    2 1
 CQ0174
 CQ0174.Superseded values are not recommended for survey control.
 CQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0174.See file dsdata.txt to determine how the superseded data were derived.
 CQ0174
 CQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS752508(NAD 83)
 CQ0174_MARKER: B = BOLT
 CQ0174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0174
 CQ0174  HISTORY     - Date     Condition        Report By
 CQ0174  HISTORY     - UNK      MONUMENTED       DOD
 CQ0174  HISTORY     - 1943     GOOD             CGS
 CQ0174  HISTORY     - 1972     GOOD             LADTD
 CQ0174
 CQ0174                          STATION DESCRIPTION
 CQ0174
 CQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0174'IN LITROE.
 CQ0174'AT LITROE, 75.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MISSOURI
 CQ0174'PACIFIC RAILROAD STATION, 153.8 FEET WEST OF A 24-INCH PINE TREE,
 CQ0174'127.5 FEET SOUTHWEST OF A 30-INCH PIN OAK TREE, AND 37 FEET NORTHWEST
 CQ0174'OF THE CENTERLINE OF THE MAIN TRACK.  A COPPER BOLT, SET IN THE TOP OF
 CQ0174'A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CQ0174'IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING A CORPS
 CQ0174'OF ENGINEERS, U.S.A., STANDARD CAP.
 CQ0174
 CQ0174                          STATION RECOVERY (1972)
 CQ0174
 CQ0174'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0174'ABOUT 6.1 MILES NORTH ALONG LA 33 FROM INTERSECTION OF LA 33 AND LA
 CQ0174'143 IN MARION TO INTERSECTION OF LA 33 AND LA 826 AT SADIE, THENCE 2.1
 CQ0174'MILES EAST ALONG LA 826, 460 FEET NORTH OF CENTERLINE OF LA 826, 37
 CQ0174'FEET WEST OF CENTERLINE OF MO. PAC. RR SIDING, 68.7 FEET WEST OF
 CQ0174'CENTERLINE OF MAIN TRACK, 274.3 FEET SOUTHWEST OF SWITCH AT NORTH END
 CQ0174'OF SIDING, 6.5 FEET EAST OF A BARB WIRE FENCE, 22 FEET NORTH OF A
 CQ0174'FENCE CORNER, 42.7 FEET NORTHEAST OF THE CORNER OF A WOOD FRAME
 CQ0174'BUILDING, IN COMMUNITY OF LITROE.  A METAL PIPE WITH A STANDARD BRASS
 CQ0174'CAP IS PROJECTED APPROX. 6 INCHES ABOVE GROUND.  A METAL WITNESS POST
 CQ0174'IS SET 11 FEET SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0173 ***********************************************************************
 CQ0173  DESIGNATION -  H 21 8 CAP
 CQ0173  PID         -  CQ0173
 CQ0173  STATE/COUNTY-  LA/UNION
 CQ0173  USGS QUAD   -  MARION EAST (1988)
 CQ0173
 CQ0173                         *CURRENT SURVEY CONTROL
 CQ0173  ___________________________________________________________________
 CQ0173* NAD 83(1986)-  32 59 37.     (N)    092 11 40.     (W)     SCALED    
 CQ0173* NAVD 88     -        30.01   (+/-2cm)      98.5    (feet)  VERTCON   
 CQ0173  ___________________________________________________________________
 CQ0173  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ0173
 CQ0173  VERT ORDER  -  SECOND    CLASS I (See Below)
 CQ0173
 CQ0173.The horizontal coordinates were scaled from a topographic map and have
 CQ0173.an estimated accuracy of +/- 6 seconds.
 CQ0173
 CQ0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0173.The vertical order pertains to the NGVD 29 superseded value.
 CQ0173
 CQ0173.The geoid height was determined by GEOID03.
 CQ0173
 CQ0173;                    North         East    Units  Estimated Accuracy
 CQ0173;SPC LA N     -   276,540.    1,028,560.      MT  (+/- 180 meters Scaled)
 CQ0173
 CQ0173                          SUPERSEDED SURVEY CONTROL
 CQ0173
 CQ0173  NGVD 29 (??/??/??)   30.085  (m)           98.70   (f) ADJUSTED    2 1
 CQ0173
 CQ0173.Superseded values are not recommended for survey control.
 CQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0173.See file dsdata.txt to determine how the superseded data were derived.
 CQ0173
 CQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS752508(NAD 83)
 CQ0173_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0173
 CQ0173  HISTORY     - Date     Condition        Report By
 CQ0173  HISTORY     - UNK      MONUMENTED       DOD
 CQ0173  HISTORY     - 1943     GOOD             CGS
 CQ0173  HISTORY     - 1972     GOOD             LADTD
 CQ0173
 CQ0173                          STATION DESCRIPTION
 CQ0173
 CQ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0173'IN LITROE.
 CQ0173'AT LITROE, 75.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MISSOURI
 CQ0173'PACIFIC RAILROAD STATION, 153.8 FEET WEST OF A 24-INCH PINE TREE,
 CQ0173'127.5 FEET SOUTHWEST OF A 30-INCH PIN OAK TREE, AND 37 FEET NORTHWEST
 CQ0173'OF THE CENTERLINE OF THE MAIN TRACK.  AN IRON PIPE PROJECTING ABOUT 6
 CQ0173'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.A., STANDARD
 CQ0173'CAP.
 CQ0173
 CQ0173                          STATION RECOVERY (1972)
 CQ0173
 CQ0173'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0173'ABOUT 6.1 MILES NORTH ALONG LA 33 FROM INTERSECTION OF LA 33 AND LA
 CQ0173'143 IN MARION TO INTERSECTION OF LA 33 AND LA 826 AT SADIE, THENCE 2.1
 CQ0173'MILES EAST ALONG LA 826, 460 FEET NORTH OF CENTERLINE OF LA 826, 37
 CQ0173'FEET WEST OF CENTERLINE OF MO. PAC. RR SIDING, 68.7 FEET WEST OF
 CQ0173'CENTERLINE OF MAIN TRACK, 274.3 FEET SOUTHWEST OF SWITCH AT NORTH END
 CQ0173'OF SIDING, 6.5 FEET EAST OF A BARB WIRE FENCE, 22 FEET NORTH OF A
 CQ0173'FENCE CORNER, 42.7 FEET NORTHEAST OF THE CORNER OF A WOOD FRAME
 CQ0173'BUILDING, IN COMMUNITY OF LITROE.  A METAL PIPE WITH A STANDARD BRASS
 CQ0173'CAP IS PROJECTED APPROX. 6 INCHES ABOVE GROUND.  A METAL WITNESS POST
 CQ0173'IS SET 11 FEET SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0177 ***********************************************************************
 CQ0177  DESIGNATION -  H 21 9 BOLT
 CQ0177  PID         -  CQ0177
 CQ0177  STATE/COUNTY-  LA/UNION
 CQ0177  USGS QUAD   -  MARION EAST (1988)
 CQ0177
 CQ0177                         *CURRENT SURVEY CONTROL
 CQ0177  ___________________________________________________________________
 CQ0177* NAD 83(1986)-  32 59 47.     (N)    092 11 33.     (W)     SCALED    
 CQ0177* NAVD 88     -        24.94   (+/-2cm)      81.8    (feet)  VERTCON   
 CQ0177  ___________________________________________________________________
 CQ0177  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ0177
 CQ0177  VERT ORDER  -  ? (See Below)
 CQ0177
 CQ0177.The horizontal coordinates were scaled from a topographic map and have
 CQ0177.an estimated accuracy of +/- 6 seconds.
 CQ0177
 CQ0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0177.The vertical order pertains to the NGVD 29 superseded value.
 CQ0177
 CQ0177.The geoid height was determined by GEOID03.
 CQ0177
 CQ0177;                    North         East    Units  Estimated Accuracy
 CQ0177;SPC LA N     -   276,850.    1,028,740.      MT  (+/- 180 meters Scaled)
 CQ0177
 CQ0177                          SUPERSEDED SURVEY CONTROL
 CQ0177
 CQ0177  NGVD 29 (??/??/??)   25.010  (m)           82.05   (f) ADJUSTED    ?  
 CQ0177
 CQ0177.Superseded values are not recommended for survey control.
 CQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0177.See file dsdata.txt to determine how the superseded data were derived.
 CQ0177
 CQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS754511(NAD 83)
 CQ0177_MARKER: B = BOLT
 CQ0177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0177
 CQ0177  HISTORY     - Date     Condition        Report By
 CQ0177  HISTORY     - UNK      MONUMENTED       DOD
 CQ0177  HISTORY     - 1934     GOOD             CGS
 CQ0177
 CQ0177                          STATION DESCRIPTION
 CQ0177
 CQ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0177'IN LITROE.
 CQ0177'AT LITROE, 1400 FEET NORTHEAST OF THE MISSOURI PACIFIC RAILROAD
 CQ0177'STATION, AT THE NORTHWEST CORNER OF THE FRONT YARD OF THE C.E. COBB
 CQ0177'RESIDENCE, 176.2 FEET NORTHEAST OF A 20-INCH BLACK GUM TREE, 86 FEET
 CQ0177'SOUTHWEST OF A 24-INCH BLACK GUM TREE, 57.5 FEET SOUTHEAST OF THE
 CQ0177'CENTERLINE OF THE TRACK, 45.4 FEET NORTHWEST OF THE NORTHWEST CORNER
 CQ0177'OF THE HOUSE, AND 2 FEET OUTSIDE OF A FENCE.  A COPPER BOLT, SET IN
 CQ0177'THE TOP OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 CQ0177'THROUGH AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND AND
 CQ0177'BEARING A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0176 ***********************************************************************
 CQ0176  DESIGNATION -  H 21 9 CAP
 CQ0176  PID         -  CQ0176
 CQ0176  STATE/COUNTY-  LA/UNION
 CQ0176  USGS QUAD   -  MARION EAST (1988)
 CQ0176
 CQ0176                         *CURRENT SURVEY CONTROL
 CQ0176  ___________________________________________________________________
 CQ0176* NAD 83(1986)-  32 59 47.     (N)    092 11 33.     (W)     SCALED    
 CQ0176* NAVD 88     -        26.16   (+/-2cm)      85.8    (feet)  VERTCON   
 CQ0176  ___________________________________________________________________
 CQ0176  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ0176
 CQ0176  VERT ORDER  -  ? (See Below)
 CQ0176
 CQ0176.The horizontal coordinates were scaled from a topographic map and have
 CQ0176.an estimated accuracy of +/- 6 seconds.
 CQ0176
 CQ0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0176.The vertical order pertains to the NGVD 29 superseded value.
 CQ0176
 CQ0176.The geoid height was determined by GEOID03.
 CQ0176
 CQ0176;                    North         East    Units  Estimated Accuracy
 CQ0176;SPC LA N     -   276,850.    1,028,740.      MT  (+/- 180 meters Scaled)
 CQ0176
 CQ0176                          SUPERSEDED SURVEY CONTROL
 CQ0176
 CQ0176  NGVD 29 (??/??/??)   26.231  (m)           86.06   (f) ADJUSTED    ?  
 CQ0176
 CQ0176.Superseded values are not recommended for survey control.
 CQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0176.See file dsdata.txt to determine how the superseded data were derived.
 CQ0176
 CQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS754511(NAD 83)
 CQ0176_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0176_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0176
 CQ0176  HISTORY     - Date     Condition        Report By
 CQ0176  HISTORY     - UNK      MONUMENTED       DOD
 CQ0176  HISTORY     - 1934     GOOD             CGS
 CQ0176
 CQ0176                          STATION DESCRIPTION
 CQ0176
 CQ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0176'IN LITROE.
 CQ0176'AT LITROE, 1400 FEET NORTHEAST OF THE MISSOURI PACIFIC RAILROAD
 CQ0176'STATION, AT THE NORTHWEST CORNER OF THE FRONT YARD OF THE C.E. COBB
 CQ0176'RESIDENCE, 176.2 FEET NORTHEAST OF A 20-INCH BLACK GUM TREE, 86 FEET
 CQ0176'SOUTHWEST OF A 24-INCH BLACK GUM TREE, 57.5 FEET SOUTHEAST OF THE
 CQ0176'CENTERLINE OF THE TRACK, 45.4 FEET NORTHWEST OF THE NORTHWEST CORNER
 CQ0176'OF THE HOUSE, AND 2 FEET OUTSIDE OF A FENCE.  AN IRON PIPE PROJECTING
 CQ0176'ABOUT 6 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 CQ0176'ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2772 ***********************************************************************
 BJ2772  DESIGNATION -  H 210
 BJ2772  PID         -  BJ2772
 BJ2772  STATE/COUNTY-  LA/ST LANDRY
 BJ2772  USGS QUAD   -  PORT BARRE (1994)
 BJ2772
 BJ2772                         *CURRENT SURVEY CONTROL
 BJ2772  ___________________________________________________________________
 BJ2772* NAD 83(1986)-  30 30 56.     (N)    091 57 02.     (W)     SCALED    
 BJ2772* NAVD 88     -         6.55   (+/-2cm)      21.5    (feet)  VERTCON   
 BJ2772  ___________________________________________________________________
 BJ2772  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ2772
 BJ2772  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2772
 BJ2772.The horizontal coordinates were scaled from a topographic map and have
 BJ2772.an estimated accuracy of +/- 6 seconds.
 BJ2772
 BJ2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2772.The vertical order pertains to the NGVD 29 superseded value.
 BJ2772
 BJ2772.The geoid height was determined by GEOID03.
 BJ2772
 BJ2772;                    North         East    Units  Estimated Accuracy
 BJ2772;SPC LA S     -   223,580.      940,760.      MT  (+/- 180 meters Scaled)
 BJ2772
 BJ2772                          SUPERSEDED SURVEY CONTROL
 BJ2772
 BJ2772  NGVD 29 (??/??/??)    6.524  (m)           21.40   (f) ADJUSTED    1 2
 BJ2772
 BJ2772.Superseded values are not recommended for survey control.
 BJ2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2772.See file dsdata.txt to determine how the superseded data were derived.
 BJ2772
 BJ2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP006763(NAD 83)
 BJ2772_MARKER: DB = BENCH MARK DISK
 BJ2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2772_STAMPING: H 210 1964
 BJ2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2772+STABILITY: SURFACE MOTION
 BJ2772
 BJ2772  HISTORY     - Date     Condition        Report By
 BJ2772  HISTORY     - 1964     MONUMENTED       CGS
 BJ2772  HISTORY     - 1965     GOOD             CGS
 BJ2772
 BJ2772                          STATION DESCRIPTION
 BJ2772
 BJ2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2772'2.75 MI S FROM PORT BARRE.
 BJ2772'ABOUT 0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2772'STATION AT PORT BARRE, THENCE 1.0 MILE SOUTH ALONG A BRANCH LINE OF
 BJ2772'THE RAILROAD, THENCE 1.15 MILES SOUTH ALONG STATE ROAD 741, 45 FEET
 BJ2772'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE MISSOURI PACIFIC
 BJ2772'RAILROAD AND A PRIVATE ROAD, 2 RAILS NORTH OF TRESTLE NUMBER 35, 67
 BJ2772'FEET EAST OF THE CENTER LINE OF THE STATE ROAD, 32 FEET SOUTH OF THE
 BJ2772'CENTER LINE OF THE PRIVATE ROAD, 30 FEET WEST OF THE WEST RAIL, 1.5
 BJ2772'FEET EAST OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BJ2772'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0498 ***********************************************************************
 BJ0498  DESIGNATION -  H 216 RESET
 BJ0498  PID         -  BJ0498
 BJ0498  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0498  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0498
 BJ0498                         *CURRENT SURVEY CONTROL
 BJ0498  ___________________________________________________________________
 BJ0498* NAD 83(1986)-  30 33 52.     (N)    091 10 22.     (W)     SCALED    
 BJ0498* NAVD 88     -        21.179  (meters)      69.48   (feet)  ADJUSTED  
 BJ0498  ___________________________________________________________________
 BJ0498  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0498  DYNAMIC HT  -          21.151 (meters)      69.39  (feet)  COMP
 BJ0498  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ0498
 BJ0498  VERT ORDER  -  FIRST     CLASS I
 BJ0498
 BJ0498.The horizontal coordinates were scaled from a topographic map and have
 BJ0498.an estimated accuracy of +/- 6 seconds.
 BJ0498
 BJ0498.The orthometric height was determined by differential leveling
 BJ0498.and adjusted by the National Geodetic Survey in February 1994..
 BJ0498
 BJ0498.The geoid height was determined by GEOID03.
 BJ0498
 BJ0498.The dynamic height is computed by dividing the NAVD 88
 BJ0498.geopotential number by the normal gravity value computed on the
 BJ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0498.degrees latitude (g = 980.6199 gals.).
 BJ0498
 BJ0498.The modeled gravity was interpolated from observed gravity values.
 BJ0498
 BJ0498;                    North         East    Units  Estimated Accuracy
 BJ0498;SPC LA S     -   228,850.    1,015,400.      MT  (+/- 180 meters Scaled)
 BJ0498
 BJ0498                          SUPERSEDED SURVEY CONTROL
 BJ0498
 BJ0498  NGVD 29 (??/??/??)   21.189  (m)           69.52   (f) ADJUSTED    1 1
 BJ0498
 BJ0498.Superseded values are not recommended for survey control.
 BJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0498.See file dsdata.txt to determine how the superseded data were derived.
 BJ0498
 BJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP752827(NAD 83)
 BJ0498_MARKER: DB = BENCH MARK DISK
 BJ0498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0498_SP_SET: BRIDGE
 BJ0498_STAMPING: H 216 RESET 1976
 BJ0498_MARK LOGO: NGS   
 BJ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0498+STABILITY: SURFACE MOTION
 BJ0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0498+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 BJ0498
 BJ0498  HISTORY     - Date     Condition        Report By
 BJ0498  HISTORY     - 1976     MONUMENTED       NGS
 BJ0498  HISTORY     - 1987     GOOD             LA-033
 BJ0498  HISTORY     - 20050330 GOOD             AERODA
 BJ0498
 BJ0498                          STATION DESCRIPTION
 BJ0498
 BJ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0498'1.65 MI SOUTH FROM BAKER.
 BJ0498'1.65 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF GROOM
 BJ0498'ROAD AT BAKER, 0.2 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 19
 BJ0498'AND RAFE MAYER ROAD WHICH LEADS WEST, SET IN THE TOP OF THE WEST
 BJ0498'CONCRETE RAIL OF THE HIGHWAY 19 BRIDGE OVER DITCH, 20 FT WEST OF THE
 BJ0498'CENTER LINE OF STATE HIGHWAY 19 ON THE SOUTH END OF THE BRIDGE
 BJ0498
 BJ0498                          STATION RECOVERY (1987)
 BJ0498
 BJ0498'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0498'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ0498'THE MARK IS 2.89 METERS  NW FROM A WITNESS POST.
 BJ0498
 BJ0498                          STATION RECOVERY (2005)
 BJ0498
 BJ0498'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0793 ***********************************************************************
 BJ0793  DESIGNATION -  H 217
 BJ0793  PID         -  BJ0793
 BJ0793  STATE/COUNTY-  LA/IBERVILLE
 BJ0793  USGS QUAD   -  GROSSE TETE (1992)
 BJ0793
 BJ0793                         *CURRENT SURVEY CONTROL
 BJ0793  ___________________________________________________________________
 BJ0793* NAD 83(1986)-  30 24 27.     (N)    091 29 20.     (W)     SCALED    
 BJ0793* NAVD 88     -         4.104  (meters)      13.46   (feet)  ADJUSTED  
 BJ0793  ___________________________________________________________________
 BJ0793  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0793  DYNAMIC HT  -           4.099 (meters)      13.45  (feet)  COMP
 BJ0793  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 BJ0793
 BJ0793  VERT ORDER  -  FIRST     CLASS I
 BJ0793
 BJ0793.The horizontal coordinates were scaled from a topographic map and have
 BJ0793.an estimated accuracy of +/- 6 seconds.
 BJ0793
 BJ0793.The orthometric height was determined by differential leveling
 BJ0793.and adjusted by the National Geodetic Survey in February 1994..
 BJ0793
 BJ0793.The geoid height was determined by GEOID03.
 BJ0793
 BJ0793.The dynamic height is computed by dividing the NAVD 88
 BJ0793.geopotential number by the normal gravity value computed on the
 BJ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0793.degrees latitude (g = 980.6199 gals.).
 BJ0793
 BJ0793.The modeled gravity was interpolated from observed gravity values.
 BJ0793
 BJ0793;                    North         East    Units  Estimated Accuracy
 BJ0793;SPC LA S     -   211,450.      985,050.      MT  (+/- 180 meters Scaled)
 BJ0793
 BJ0793                          SUPERSEDED SURVEY CONTROL
 BJ0793
 BJ0793  NGVD 29 (??/??/??)    4.118  (m)           13.51   (f) ADJUSTED    1 1
 BJ0793
 BJ0793.Superseded values are not recommended for survey control.
 BJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0793.See file dsdata.txt to determine how the superseded data were derived.
 BJ0793
 BJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP451649(NAD 83)
 BJ0793_MARKER: DB = BENCH MARK DISK
 BJ0793_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0793_SP_SET: 80 FT.
 BJ0793_STAMPING: H 217 1965
 BJ0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0793
 BJ0793  HISTORY     - Date     Condition        Report By
 BJ0793  HISTORY     - 1965     MONUMENTED       CGS
 BJ0793  HISTORY     - 1976     GOOD             NGS
 BJ0793
 BJ0793                          STATION DESCRIPTION
 BJ0793
 BJ0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0793'1.35 MI E FROM RAMAH.
 BJ0793'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 3000 FROM THE DISOTELLS
 BJ0793'GROCERY STORE AT RAMAH, THENCE 1.2 MILES EAST ALONG AN ABANDONED
 BJ0793'RAILROAD GRADE, IN FRACTIONAL SEC 29, T 8 S, R 10 E, 1.3 MILES WEST OF
 BJ0793'BENCH MARK G 217, 95 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BJ0793'WOODEN BRIDGE OVER BOGAN BAYOU, 39 FEET SOUTH OF THE CENTER LINE OF
 BJ0793'THE RAILROAD GRADE, 12.5 FEET NORTH OF A 26-INCH SYCAMORE TREE IN A
 BJ0793'FENCE LINE, 2.2 FEET SOUTHWEST OF A CREOSOTED WITNESS POST, ABOUT 3
 BJ0793'FEET BELOW THE GRADE, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED
 BJ0793'ROD THAT IS DRIVEN TO A DEPTH OF 80 FEET AND IS ENCASED IN A 5-INCH
 BJ0793'CAST IRON PIPE PROJECTING 6 INCHES.
 BJ0793
 BJ0793                          STATION RECOVERY (1976)
 BJ0793
 BJ0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0793'0.2 MILES NORTH ALONG STATE HIGHWAY 3000 FROM THE INTERSTATE
 BJ0793'HIGHWAY 10 WEST BOUND LANES OVERPASS, THENCE 1.2 MILES EAST ALONG A
 BJ0793'TRACK ROAD ON AN OLD RAILROAD GRADE, 95.3 FT EAST-SOUTHEAST OF THE
 BJ0793'SOUTHEAST CORNER OF A WOODEN BRIDGE OVER BOGAN BAYOU, 39 FT SOUTH OF
 BJ0793'THE CENTER LINE OF THE ROAD, 12.5 FT NORTH OF A 26-INCH SYCAMORE
 BJ0793'TREE IN A FENCE, LINE 26 FT WEST OF THE CENTER LINE OF A DIM ROAD
 BJ0793'LEADING SOUTH, THE DISK PROJECTS 0.3 FT ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0479 ***********************************************************************
 BJ0479  DESIGNATION -  H 219
 BJ0479  PID         -  BJ0479
 BJ0479  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0479  USGS QUAD   -  ZACHARY (1980)
 BJ0479
 BJ0479                         *CURRENT SURVEY CONTROL
 BJ0479  ___________________________________________________________________
 BJ0479* NAD 83(1986)-  30 39 59.     (N)    091 09 05.     (W)     SCALED    
 BJ0479* NAVD 88     -        30.882  (meters)     101.32   (feet)  ADJUSTED  
 BJ0479  ___________________________________________________________________
 BJ0479  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0479  DYNAMIC HT  -          30.842 (meters)     101.19  (feet)  COMP
 BJ0479  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0479
 BJ0479  VERT ORDER  -  FIRST     CLASS I
 BJ0479
 BJ0479.The horizontal coordinates were scaled from a topographic map and have
 BJ0479.an estimated accuracy of +/- 6 seconds.
 BJ0479
 BJ0479.The orthometric height was determined by differential leveling
 BJ0479.and adjusted by the National Geodetic Survey in February 1994..
 BJ0479
 BJ0479.The geoid height was determined by GEOID03.
 BJ0479
 BJ0479.The dynamic height is computed by dividing the NAVD 88
 BJ0479.geopotential number by the normal gravity value computed on the
 BJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0479.degrees latitude (g = 980.6199 gals.).
 BJ0479
 BJ0479.The modeled gravity was interpolated from observed gravity values.
 BJ0479
 BJ0479;                    North         East    Units  Estimated Accuracy
 BJ0479;SPC LA S     -   240,150.    1,017,440.      MT  (+/- 180 meters Scaled)
 BJ0479
 BJ0479                          SUPERSEDED SURVEY CONTROL
 BJ0479
 BJ0479  NGVD 29 (??/??/??)   30.881  (m)          101.32   (f) ADJUSTED    1 1
 BJ0479
 BJ0479.Superseded values are not recommended for survey control.
 BJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0479.See file dsdata.txt to determine how the superseded data were derived.
 BJ0479
 BJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP771940(NAD 83)
 BJ0479_MARKER: DB = BENCH MARK DISK
 BJ0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0479_SP_SET: ABUTMENT
 BJ0479_STAMPING: H 219 1965
 BJ0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0479
 BJ0479  HISTORY     - Date     Condition        Report By
 BJ0479  HISTORY     - 1965     MONUMENTED       CGS
 BJ0479  HISTORY     - 1976     GOOD             NGS
 BJ0479
 BJ0479                          STATION DESCRIPTION
 BJ0479
 BJ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0479'1.35 MI N FROM ZACHARY.
 BJ0479'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 1209 FROM THE ILLINOIS
 BJ0479'CENTRAL RAILROAD STATION AT ZACHARY, ABOUT 0.1 MILE EAST OF THE
 BJ0479'RAILROAD, AT THE JUNCTION OF STATE HIGHWAY 19, 100 FEET NORTH OF THE
 BJ0479'CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF THE CENTER LINE OF STATE
 BJ0479'HIGHWAY 19, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 BJ0479'ABUTMENT OF A CONCRETE HIGHWAY BRIDGE, 4 INCHES EAST OF THE WEST
 BJ0479'CURBING OF THE BRIDGE, AND ABOUT LEVEL WITH THE FLOOR OF THE BRIDGE,
 BJ0479'IN S 30, T 4 S, R 1 E.
 BJ0479
 BJ0479                          STATION RECOVERY (1976)
 BJ0479
 BJ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0479'1.35 MILES NORTH ALONG STATE HIGHWAY 1209 FROM THE JUNCTION WITH
 BJ0479'STATE HIGHWAY 64 AT ZACHARY, AT THE JUNCTION OF STATE HIGHWAY 19,
 BJ0479'101 FT NORTH OF THE CENTER LINE OF STATE HIGHWAY 1209, 11.5 FT WEST OF
 BJ0479'THE CENTER LINE OF STATE HIGHWAY 19, IN THE TOP WEST END OF THE SOUTH
 BJ0479'CONCRETE ABUTMENT OF THE BRIDGE OVER WHITE BAYOU, 0.4 FT EAST OF THE
 BJ0479'EAST EDGE OF A WEST CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0138 ***********************************************************************
 CQ0138  DESIGNATION -  H 22 1 BOLT
 CQ0138  PID         -  CQ0138
 CQ0138  STATE/COUNTY-  LA/OUACHITA
 CQ0138  USGS QUAD   -  STERLINGTON (1994)
 CQ0138
 CQ0138                         *CURRENT SURVEY CONTROL
 CQ0138  ___________________________________________________________________
 CQ0138* NAD 83(1986)-  32 41 19.     (N)    092 05 09.     (W)     SCALED    
 CQ0138* NAVD 88     -        24.62   (+/-2cm)      80.8    (feet)  VERTCON   
 CQ0138  ___________________________________________________________________
 CQ0138  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0138
 CQ0138  VERT ORDER  -  ? (See Below)
 CQ0138
 CQ0138.The horizontal coordinates were scaled from a topographic map and have
 CQ0138.an estimated accuracy of +/- 6 seconds.
 CQ0138
 CQ0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0138.The vertical order pertains to the NGVD 29 superseded value.
 CQ0138
 CQ0138.The geoid height was determined by GEOID03.
 CQ0138
 CQ0138;                    North         East    Units  Estimated Accuracy
 CQ0138;SPC LA N     -   242,750.    1,038,840.      MT  (+/- 180 meters Scaled)
 CQ0138
 CQ0138                          SUPERSEDED SURVEY CONTROL
 CQ0138
 CQ0138  NGVD 29 (??/??/??)   24.700  (m)           81.04   (f) ADJUSTED    ?  
 CQ0138
 CQ0138.Superseded values are not recommended for survey control.
 CQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0138.See file dsdata.txt to determine how the superseded data were derived.
 CQ0138
 CQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS856171(NAD 83)
 CQ0138_MARKER: B = BOLT
 CQ0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0138
 CQ0138  HISTORY     - Date     Condition        Report By
 CQ0138  HISTORY     - UNK      MONUMENTED       DOD
 CQ0138  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ0138  HISTORY     - 1972     GOOD             LADTD
 CQ0138
 CQ0138                          STATION DESCRIPTION
 CQ0138
 CQ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ0138'IN STERLINGTON.
 CQ0138'AT STERLINGTON, OUACHITA PARISH, OPPOSITE THE CENTER OF THE
 CQ0138'THERMATONIC CARBON PLANT, 450 FEET SOUTHEAST OF THE SOUTHEAST END OF
 CQ0138'THE MISSOURI, PACIFIC RAILROAD BRIDGE OVER OUACHITA RIVER, 47 FEET
 CQ0138'SOUTH OF THE SOUTHEAST CORNER OF THE T. E. BYRD RESIDENCE, AT THE
 CQ0138'SOUTHEAST CORNER OF THE FRONT YARD, AND 77.6 FEET NORTHEAST OF THE
 CQ0138'CENTERLINE OF THE TRACK.  AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE
 CQ0138'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0138
 CQ0138                          STATION RECOVERY (1972)
 CQ0138
 CQ0138'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0138'ABOUT 2.4 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM WEST END OF
 CQ0138'OUACHITA RIVER BRIDGE AT STERLINGTON TO INTERSECTION OF LOUISIANA
 CQ0138'HIGHWAY 2 AND LOUISIANA HIGHWAY 143 THENCE 5.3 MILES NORTHWEST ALONG
 CQ0138'LOUISIANA HIGHWAY 143 AT A REVERSE CURVE, 80.4 FEET WEST CENTERLINE
 CQ0138'MISSOURI PACIFIC RAILROAD, 84 FEET EAST OF POWER LINE, 113 FEET EAST
 CQ0138'BARBED WIRE FENCE.  A COPPER BOLT SET IN A STONE ABOUT 3 FEET
 CQ0138'UNDERGROUND, ACCESS TO WHICH IS HAD THRU AN IRON PIPE PROJECTING 12
 CQ0138'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ0138'STANDARD CAP.  A METAL WITNESS POST IS SET 1.2 FEET WEST OF THE
 CQ0138'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0137 ***********************************************************************
 CQ0137  DESIGNATION -  H 22 1 CAP
 CQ0137  PID         -  CQ0137
 CQ0137  STATE/COUNTY-  LA/OUACHITA
 CQ0137  USGS QUAD   -  STERLINGTON (1994)
 CQ0137
 CQ0137                         *CURRENT SURVEY CONTROL
 CQ0137  ___________________________________________________________________
 CQ0137* NAD 83(1986)-  32 41 19.     (N)    092 05 10.     (W)     SCALED    
 CQ0137* NAVD 88     -        25.84   (+/-2cm)      84.8    (feet)  VERTCON   
 CQ0137  ___________________________________________________________________
 CQ0137  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0137
 CQ0137  VERT ORDER  -  ? (See Below)
 CQ0137
 CQ0137.The horizontal coordinates were scaled from a topographic map and have
 CQ0137.an estimated accuracy of +/- 6 seconds.
 CQ0137
 CQ0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0137.The vertical order pertains to the NGVD 29 superseded value.
 CQ0137
 CQ0137.The geoid height was determined by GEOID03.
 CQ0137
 CQ0137;                    North         East    Units  Estimated Accuracy
 CQ0137;SPC LA N     -   242,750.    1,038,820.      MT  (+/- 180 meters Scaled)
 CQ0137
 CQ0137                          SUPERSEDED SURVEY CONTROL
 CQ0137
 CQ0137  NGVD 29 (??/??/??)   25.920  (m)           85.04   (f) ADJUSTED    ?  
 CQ0137
 CQ0137.Superseded values are not recommended for survey control.
 CQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0137.See file dsdata.txt to determine how the superseded data were derived.
 CQ0137
 CQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS856171(NAD 83)
 CQ0137_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0137
 CQ0137  HISTORY     - Date     Condition        Report By
 CQ0137  HISTORY     - UNK      MONUMENTED       DOD
 CQ0137  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ0137  HISTORY     - 1972     GOOD             LADTD
 CQ0137
 CQ0137                          STATION DESCRIPTION
 CQ0137
 CQ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ0137'IN STERLINGTON.
 CQ0137'AT STERLINGTON, OUACHITA PARISH, OPPOSITE THE CENTER OF THE
 CQ0137'THERMATONIC CARBON PLANT, 450 FEET SOUTHEAST OF THE SOUTHEAST END OF
 CQ0137'THE MISSOURI, PACIFIC RAILROAD BRIDGE OVER OUACHITA RIVER, 47 FEET
 CQ0137'SOUTH OF THE SOUTHEAST CORNER OF THE T. E. BYRD RESIDENCE, AT THE
 CQ0137'SOUTHEAST CORNER OF THE FRONT YARD, AND 77.6 FEET NORTHEAST OF THE
 CQ0137'CENTERLINE OF THE TRACK.  AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE
 CQ0137'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0137
 CQ0137                          STATION RECOVERY (1972)
 CQ0137
 CQ0137'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0137'ABOUT 2.4 MILES WEST ALONG LOUISIANA HIGHWAY 2 FROM WEST END OF
 CQ0137'OUACHITA RIVER BRIDGE AT STERLINGTON TO INTERSECTION OF LOUISIANA
 CQ0137'HIGHWAY 2 AND LOUISIANA HIGHWAY 143 THENCE 5.3 MILES NORTHWEST ALONG
 CQ0137'LOUISIANA HIGHWAY 143 AT A REVERSE CURVE, 80.4 FEET WEST CENTERLINE
 CQ0137'MISSOURI PACIFIC RAILROAD, 84 FEET EAST OF POWER LINE, 113 FEET EAST
 CQ0137'BARBED WIRE FENCE.  A COPPER BOLT SET IN A STONE ABOUT 3 FEET
 CQ0137'UNDERGROUND, ACCESS TO WHICH IS HAD THRU AN IRON PIPE PROJECTING 12
 CQ0137'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ0137'STANDARD CAP.  A METAL WITNESS POST IS SET 1.2 FEET WEST OF THE
 CQ0137'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0099 ***********************************************************************
 CQ0099  DESIGNATION -  H 22 10 BOLT
 CQ0099  PID         -  CQ0099
 CQ0099  STATE/COUNTY-  LA/OUACHITA
 CQ0099  USGS QUAD   -  STERLINGTON (1994)
 CQ0099
 CQ0099                         *CURRENT SURVEY CONTROL
 CQ0099  ___________________________________________________________________
 CQ0099* NAD 83(1986)-  32 38 26.     (N)    092 03 43.     (W)     SCALED    
 CQ0099* NAVD 88     -        24.91   (+/-2cm)      81.7    (feet)  VERTCON   
 CQ0099  ___________________________________________________________________
 CQ0099  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0099
 CQ0099  VERT ORDER  -  ? (See Below)
 CQ0099
 CQ0099.The horizontal coordinates were scaled from a topographic map and have
 CQ0099.an estimated accuracy of +/- 6 seconds.
 CQ0099
 CQ0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0099.The vertical order pertains to the NGVD 29 superseded value.
 CQ0099
 CQ0099.The geoid height was determined by GEOID03.
 CQ0099
 CQ0099;                    North         East    Units  Estimated Accuracy
 CQ0099;SPC LA N     -   237,420.    1,041,100.      MT  (+/- 180 meters Scaled)
 CQ0099
 CQ0099                          SUPERSEDED SURVEY CONTROL
 CQ0099
 CQ0099  NGVD 29 (??/??/??)   24.978  (m)           81.95   (f) ADJUSTED    ?  
 CQ0099
 CQ0099.Superseded values are not recommended for survey control.
 CQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0099.See file dsdata.txt to determine how the superseded data were derived.
 CQ0099
 CQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS879118(NAD 83)
 CQ0099_MARKER: B = BOLT
 CQ0099_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0099_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0099
 CQ0099  HISTORY     - Date     Condition        Report By
 CQ0099  HISTORY     - UNK      MONUMENTED       DOD
 CQ0099  HISTORY     - 1934     GOOD             CGS
 CQ0099  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ0099
 CQ0099                          STATION DESCRIPTION
 CQ0099
 CQ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0099'4 MI SE FROM STERLINGTON.
 CQ0099'ABOUT 4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CQ0099'STERLINGTON, OUACHITA PARISH, AT PHILLIPS, ABOUT 1,100 FEET WEST OF
 CQ0099'U.S. HIGHWAY 165, ABOUT 800 FEET EAST OF THE TRACK, ON THE NORTH SIDE
 CQ0099'OF AN EAST-AND-WEST FIELD LANE (FIRST LANE SOUTH OF LONEWA COTTON GIN
 CQ0099'LEADING WEST), ON THE EAST SIDE OF A NORTH-AND-SOUTH LANE, AND INSIDE
 CQ0099'OF A FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 CQ0099'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ0099'PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CQ0099'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0099
 CQ0099                          STATION RECOVERY (1956)
 CQ0099
 CQ0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CQ0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0098 ***********************************************************************
 CQ0098  DESIGNATION -  H 22 10 CAP
 CQ0098  PID         -  CQ0098
 CQ0098  STATE/COUNTY-  LA/OUACHITA
 CQ0098  USGS QUAD   -  STERLINGTON (1994)
 CQ0098
 CQ0098                         *CURRENT SURVEY CONTROL
 CQ0098  ___________________________________________________________________
 CQ0098* NAD 83(1986)-  32 38 27.     (N)    092 03 43.     (W)     SCALED    
 CQ0098* NAVD 88     -        26.12   (+/-2cm)      85.7    (feet)  VERTCON   
 CQ0098  ___________________________________________________________________
 CQ0098  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0098
 CQ0098  VERT ORDER  -  ? (See Below)
 CQ0098
 CQ0098.The horizontal coordinates were scaled from a topographic map and have
 CQ0098.an estimated accuracy of +/- 6 seconds.
 CQ0098
 CQ0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0098.The vertical order pertains to the NGVD 29 superseded value.
 CQ0098
 CQ0098.The geoid height was determined by GEOID03.
 CQ0098
 CQ0098;                    North         East    Units  Estimated Accuracy
 CQ0098;SPC LA N     -   237,460.    1,041,100.      MT  (+/- 180 meters Scaled)
 CQ0098
 CQ0098                          SUPERSEDED SURVEY CONTROL
 CQ0098
 CQ0098  NGVD 29 (??/??/??)   26.195  (m)           85.94   (f) ADJUSTED    ?  
 CQ0098
 CQ0098.Superseded values are not recommended for survey control.
 CQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0098.See file dsdata.txt to determine how the superseded data were derived.
 CQ0098
 CQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS879118(NAD 83)
 CQ0098_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0098
 CQ0098  HISTORY     - Date     Condition        Report By
 CQ0098  HISTORY     - UNK      MONUMENTED       DOD
 CQ0098  HISTORY     - 1934     GOOD             CGS
 CQ0098
 CQ0098                          STATION DESCRIPTION
 CQ0098
 CQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0098'4 MI SE FROM STERLINGTON.
 CQ0098'ABOUT 4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CQ0098'STERLINGTON, OUACHITA PARISH, AT PHILLIPS, ABOUT 1,100 FEET WEST OF
 CQ0098'U.S. HIGHWAY 165, ABOUT 800 FEET EAST OF THE TRACK, ON THE NORTH SIDE
 CQ0098'OF AN EAST-AND-WEST FIELD LANE (FIRST LANE SOUTH OF LONEWA COTTON GIN
 CQ0098'LEADING WEST), ON THE EAST SIDE OF A NORTH-AND-SOUTH LANE, AND INSIDE
 CQ0098'OF A FENCE CORNER.  AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE
 CQ0098'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0108 ***********************************************************************
 CQ0108  DESIGNATION -  H 22 11 BOLT
 CQ0108  PID         -  CQ0108
 CQ0108  STATE/COUNTY-  LA/OUACHITA
 CQ0108  USGS QUAD   -  MONROE NORTH (1994)
 CQ0108
 CQ0108                         *CURRENT SURVEY CONTROL
 CQ0108  ___________________________________________________________________
 CQ0108* NAD 83(1986)-  32 34 26.     (N)    092 04 25.     (W)     SCALED    
 CQ0108* NAVD 88     -        22.88   (+/-2cm)      75.1    (feet)  VERTCON   
 CQ0108  ___________________________________________________________________
 CQ0108  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0108
 CQ0108  VERT ORDER  -  ? (See Below)
 CQ0108
 CQ0108.The horizontal coordinates were scaled from a topographic map and have
 CQ0108.an estimated accuracy of +/- 6 seconds.
 CQ0108
 CQ0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0108.The vertical order pertains to the NGVD 29 superseded value.
 CQ0108
 CQ0108.The geoid height was determined by GEOID03.
 CQ0108
 CQ0108;                    North         East    Units  Estimated Accuracy
 CQ0108;SPC LA N     -   230,030.    1,040,040.      MT  (+/- 180 meters Scaled)
 CQ0108
 CQ0108                          SUPERSEDED SURVEY CONTROL
 CQ0108
 CQ0108  NGVD 29 (??/??/??)   22.935  (m)           75.25   (f) ADJUSTED    ?  
 CQ0108
 CQ0108.Superseded values are not recommended for survey control.
 CQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0108.See file dsdata.txt to determine how the superseded data were derived.
 CQ0108
 CQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS869044(NAD 83)
 CQ0108_MARKER: B = BOLT
 CQ0108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0108
 CQ0108  HISTORY     - Date     Condition        Report By
 CQ0108  HISTORY     - UNK      MONUMENTED       DOD
 CQ0108  HISTORY     - 1934     GOOD             CGS
 CQ0108
 CQ0108                          STATION DESCRIPTION
 CQ0108
 CQ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0108'5 MI NE FROM MONROE.
 CQ0108'ABOUT 5 MILES NORTHEAST OF MONROE, OUACHITA PARISH, ABOUT 1 MILE SOUTH
 CQ0108'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT LAMKIN, 638
 CQ0108'FEET NORTH OF P.B.M. H-22-12 (U.S.E.), DESCRIBED BELOW, 75.5 FEET
 CQ0108'NORTHWEST OF A 10-INCH RED OAK TREE, AND 76 FEET EAST OF AN 8-INCH RED
 CQ0108'OAK TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 CQ0108'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 8
 CQ0108'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ0108'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0107 ***********************************************************************
 CQ0107  DESIGNATION -  H 22 11 CAP
 CQ0107  PID         -  CQ0107
 CQ0107  STATE/COUNTY-  LA/OUACHITA
 CQ0107  USGS QUAD   -  MONROE NORTH (1994)
 CQ0107
 CQ0107                         *CURRENT SURVEY CONTROL
 CQ0107  ___________________________________________________________________
 CQ0107* NAD 83(1986)-  32 34 26.     (N)    092 04 25.     (W)     SCALED    
 CQ0107* NAVD 88     -        24.10   (+/-2cm)      79.1    (feet)  VERTCON   
 CQ0107  ___________________________________________________________________
 CQ0107  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0107
 CQ0107  VERT ORDER  -  ? (See Below)
 CQ0107
 CQ0107.The horizontal coordinates were scaled from a topographic map and have
 CQ0107.an estimated accuracy of +/- 6 seconds.
 CQ0107
 CQ0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0107.The vertical order pertains to the NGVD 29 superseded value.
 CQ0107
 CQ0107.The geoid height was determined by GEOID03.
 CQ0107
 CQ0107;                    North         East    Units  Estimated Accuracy
 CQ0107;SPC LA N     -   230,030.    1,040,040.      MT  (+/- 180 meters Scaled)
 CQ0107
 CQ0107                          SUPERSEDED SURVEY CONTROL
 CQ0107
 CQ0107  NGVD 29 (??/??/??)   24.159  (m)           79.26   (f) ADJUSTED    ?  
 CQ0107
 CQ0107.Superseded values are not recommended for survey control.
 CQ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0107.See file dsdata.txt to determine how the superseded data were derived.
 CQ0107
 CQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS869044(NAD 83)
 CQ0107_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0107_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0107_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0107
 CQ0107  HISTORY     - Date     Condition        Report By
 CQ0107  HISTORY     - UNK      MONUMENTED       DOD
 CQ0107  HISTORY     - 1934     GOOD             CGS
 CQ0107
 CQ0107                          STATION DESCRIPTION
 CQ0107
 CQ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0107'5 MI NE FROM MONROE.
 CQ0107'ABOUT 5 MILES NORTHEAST OF MONROE, OUACHITA PARISH, ABOUT 1 MILE SOUTH
 CQ0107'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT LAMKIN, 638
 CQ0107'FEET NORTH OF P.B.M. H-22-12 (U.S.E.), DESCRIBED BELOW, 75.5 FEET
 CQ0107'NORTHWEST OF A 10-INCH RED OAK TREE, AND 76 FEET EAST OF AN 8-INCH RED
 CQ0107'OAK TREE.  AN IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND AND
 CQ0107'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0111 ***********************************************************************
 CQ0111  DESIGNATION -  H 22 12 BOLT
 CQ0111  PID         -  CQ0111
 CQ0111  STATE/COUNTY-  LA/OUACHITA
 CQ0111  USGS QUAD   -  MONROE NORTH (1994)
 CQ0111
 CQ0111                         *CURRENT SURVEY CONTROL
 CQ0111  ___________________________________________________________________
 CQ0111* NAD 83(1986)-  32 34 20.     (N)    092 04 26.     (W)     SCALED    
 CQ0111* NAVD 88     -        22.42   (+/-2cm)      73.6    (feet)  VERTCON   
 CQ0111  ___________________________________________________________________
 CQ0111  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0111
 CQ0111  VERT ORDER  -  ? (See Below)
 CQ0111
 CQ0111.The horizontal coordinates were scaled from a topographic map and have
 CQ0111.an estimated accuracy of +/- 6 seconds.
 CQ0111
 CQ0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0111.The vertical order pertains to the NGVD 29 superseded value.
 CQ0111
 CQ0111.The geoid height was determined by GEOID03.
 CQ0111
 CQ0111;                    North         East    Units  Estimated Accuracy
 CQ0111;SPC LA N     -   229,840.    1,040,010.      MT  (+/- 180 meters Scaled)
 CQ0111
 CQ0111                          SUPERSEDED SURVEY CONTROL
 CQ0111
 CQ0111  NGVD 29 (??/??/??)   22.476  (m)           73.74   (f) ADJUSTED    ?  
 CQ0111
 CQ0111.Superseded values are not recommended for survey control.
 CQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0111.See file dsdata.txt to determine how the superseded data were derived.
 CQ0111
 CQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS869042(NAD 83)
 CQ0111_MARKER: B = BOLT
 CQ0111_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0111_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0111
 CQ0111  HISTORY     - Date     Condition        Report By
 CQ0111  HISTORY     - UNK      MONUMENTED       DOD
 CQ0111  HISTORY     - 1934     GOOD             CGS
 CQ0111
 CQ0111                          STATION DESCRIPTION
 CQ0111
 CQ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0111'5 MI NE FROM MONROE.
 CQ0111'ABOUT 5 MILES NORTHEAST OF MONROE, OUACHITA PARISH, ABOUT 1 MILE SOUTH
 CQ0111'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT LAMKIN, 69.4
 CQ0111'FEET NORTH OF THE STATION-1-MILE SIGN, AND 32 FEET EAST OF THE CENTER
 CQ0111'LINE OF THE TRACK.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 CQ0111'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ0111'PROJECTING ABOUT 7 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CQ0111'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0110 ***********************************************************************
 CQ0110  DESIGNATION -  H 22 12 CAP
 CQ0110  PID         -  CQ0110
 CQ0110  STATE/COUNTY-  LA/OUACHITA
 CQ0110  USGS QUAD   -  MONROE NORTH (1994)
 CQ0110
 CQ0110                         *CURRENT SURVEY CONTROL
 CQ0110  ___________________________________________________________________
 CQ0110* NAD 83(1986)-  32 34 20.     (N)    092 04 26.     (W)     SCALED    
 CQ0110* NAVD 88     -        23.64   (+/-2cm)      77.6    (feet)  VERTCON   
 CQ0110  ___________________________________________________________________
 CQ0110  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0110
 CQ0110  VERT ORDER  -  ? (See Below)
 CQ0110
 CQ0110.The horizontal coordinates were scaled from a topographic map and have
 CQ0110.an estimated accuracy of +/- 6 seconds.
 CQ0110
 CQ0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0110.The vertical order pertains to the NGVD 29 superseded value.
 CQ0110
 CQ0110.The geoid height was determined by GEOID03.
 CQ0110
 CQ0110;                    North         East    Units  Estimated Accuracy
 CQ0110;SPC LA N     -   229,840.    1,040,010.      MT  (+/- 180 meters Scaled)
 CQ0110
 CQ0110                          SUPERSEDED SURVEY CONTROL
 CQ0110
 CQ0110  NGVD 29 (??/??/??)   23.692  (m)           77.73   (f) ADJUSTED    ?  
 CQ0110
 CQ0110.Superseded values are not recommended for survey control.
 CQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0110.See file dsdata.txt to determine how the superseded data were derived.
 CQ0110
 CQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS869042(NAD 83)
 CQ0110_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0110_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0110
 CQ0110  HISTORY     - Date     Condition        Report By
 CQ0110  HISTORY     - UNK      MONUMENTED       DOD
 CQ0110  HISTORY     - 1934     GOOD             CGS
 CQ0110
 CQ0110                          STATION DESCRIPTION
 CQ0110
 CQ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0110'5 MI NE FROM MONROE.
 CQ0110'ABOUT 5 MILES NORTHEAST OF MONROE, OUACHITA PARISH, ABOUT 1 MILE SOUTH
 CQ0110'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT LAMKIN, 69.4
 CQ0110'FEET NORTH OF THE STATION-1-MILE SIGN, AND 32 FEET EAST OF THE CENTER
 CQ0110'LINE OF THE TRACK.  AN IRON PIPE PROJECTING ABOUT 7 INCHES ABOVE
 CQ0110'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0105 ***********************************************************************
 CQ0105  DESIGNATION -  H 22 13 BOLT
 CQ0105  PID         -  CQ0105
 CQ0105  STATE/COUNTY-  LA/OUACHITA
 CQ0105  USGS QUAD   -  MONROE NORTH (1994)
 CQ0105
 CQ0105                         *CURRENT SURVEY CONTROL
 CQ0105  ___________________________________________________________________
 CQ0105* NAD 83(1986)-  32 35 59.     (N)    092 04 01.     (W)     SCALED    
 CQ0105* NAVD 88     -        24.06   (+/-2cm)      78.9    (feet)  VERTCON   
 CQ0105  ___________________________________________________________________
 CQ0105  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0105
 CQ0105  VERT ORDER  -  ? (See Below)
 CQ0105
 CQ0105.The horizontal coordinates were scaled from a topographic map and have
 CQ0105.an estimated accuracy of +/- 6 seconds.
 CQ0105
 CQ0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0105.The vertical order pertains to the NGVD 29 superseded value.
 CQ0105
 CQ0105.The geoid height was determined by GEOID03.
 CQ0105
 CQ0105;                    North         East    Units  Estimated Accuracy
 CQ0105;SPC LA N     -   232,890.    1,040,650.      MT  (+/- 180 meters Scaled)
 CQ0105
 CQ0105                          SUPERSEDED SURVEY CONTROL
 CQ0105
 CQ0105  NGVD 29 (??/??/??)   24.124  (m)           79.15   (f) ADJUSTED    ?  
 CQ0105
 CQ0105.Superseded values are not recommended for survey control.
 CQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0105.See file dsdata.txt to determine how the superseded data were derived.
 CQ0105
 CQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS875072(NAD 83)
 CQ0105_MARKER: B = BOLT
 CQ0105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0105
 CQ0105  HISTORY     - Date     Condition        Report By
 CQ0105  HISTORY     - UNK      MONUMENTED       DOD
 CQ0105  HISTORY     - 1934     GOOD             CGS
 CQ0105
 CQ0105                          STATION DESCRIPTION
 CQ0105
 CQ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0105'8 MI NE FROM MONROE.
 CQ0105'ABOUT 8 MILES NORTHEAST OF MONROE, OUACHITA PARISH, ABOUT 1 MILE NORTH
 CQ0105'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT LAMKIN, 214.5
 CQ0105'FEET WEST OF THE SOUTHWEST CORNER OF THE COLLINS STORE, 370 FEET
 CQ0105'SOUTHEAST OF A 9-INCH HOLLY TREE, 20 FEET NORTH OF THE CENTER LINE OF
 CQ0105'A LANE, 17 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 8.7 FEET
 CQ0105'NORTHWEST OF A CROSSING WARNING SIGN.  A COPPER BOLT, SET IN THE TOP
 CQ0105'OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 CQ0105'AN IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND AND BEARING A
 CQ0105'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0104 ***********************************************************************
 CQ0104  DESIGNATION -  H 22 13 CAP
 CQ0104  PID         -  CQ0104
 CQ0104  STATE/COUNTY-  LA/OUACHITA
 CQ0104  USGS QUAD   -  MONROE NORTH (1994)
 CQ0104
 CQ0104                         *CURRENT SURVEY CONTROL
 CQ0104  ___________________________________________________________________
 CQ0104* NAD 83(1986)-  32 35 59.     (N)    092 04 01.     (W)     SCALED    
 CQ0104* NAVD 88     -        25.058  (meters)      82.21   (feet)  ADJUSTED  
 CQ0104  ___________________________________________________________________
 CQ0104  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0104  DYNAMIC HT  -          25.030 (meters)      82.12  (feet)  COMP
 CQ0104  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 CQ0104
 CQ0104  VERT ORDER  -  SECOND    CLASS I
 CQ0104
 CQ0104.The horizontal coordinates were scaled from a topographic map and have
 CQ0104.an estimated accuracy of +/- 6 seconds.
 CQ0104
 CQ0104.The orthometric height was determined by differential leveling
 CQ0104.and adjusted by the National Geodetic Survey in June 1991..
 CQ0104
 CQ0104.The geoid height was determined by GEOID03.
 CQ0104
 CQ0104.The dynamic height is computed by dividing the NAVD 88
 CQ0104.geopotential number by the normal gravity value computed on the
 CQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0104.degrees latitude (g = 980.6199 gals.).
 CQ0104
 CQ0104.The modeled gravity was interpolated from observed gravity values.
 CQ0104
 CQ0104;                    North         East    Units  Estimated Accuracy
 CQ0104;SPC LA N     -   232,890.    1,040,650.      MT  (+/- 180 meters Scaled)
 CQ0104
 CQ0104                          SUPERSEDED SURVEY CONTROL
 CQ0104
 CQ0104  NGVD 29 (??/??/??)   25.343  (m)           83.15   (f) ADJUSTED    2 1
 CQ0104
 CQ0104.Superseded values are not recommended for survey control.
 CQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0104.See file dsdata.txt to determine how the superseded data were derived.
 CQ0104
 CQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS875072(NAD 83)
 CQ0104_MARKER: P = PIPE CAP
 CQ0104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0104_SP_SET: SHALLOW-SET PIPE
 CQ0104_STAMPING: BM H-22-13 1930
 CQ0104_MARK LOGO: USE   
 CQ0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0104
 CQ0104  HISTORY     - Date     Condition        Report By
 CQ0104  HISTORY     - 1930     MONUMENTED       USE
 CQ0104  HISTORY     - 1934     GOOD             CGS
 CQ0104  HISTORY     - 1986     GOOD             LADTD
 CQ0104  HISTORY     - 19961102 GOOD             USPSQD
 CQ0104
 CQ0104                          STATION DESCRIPTION
 CQ0104
 CQ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0104'8 MI NE FROM MONROE.
 CQ0104'ABOUT 8 MILES NORTHEAST OF MONROE, OUACHITA PARISH, ABOUT 1 MILE NORTH
 CQ0104'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT LAMKIN, 214.5
 CQ0104'FEET WEST OF THE SOUTHWEST CORNER OF THE COLLINS STORE, 370 FEET
 CQ0104'SOUTHEAST OF A 9-INCH HOLLY TREE, 20 FEET NORTH OF THE CENTER LINE OF
 CQ0104'THE LANE, 17 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 8.7 FEET
 CQ0104'NORTHWEST OF A CROSSING WARNING SIGN.  AN IRON PIPE PROJECTING ABOUT 4
 CQ0104'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ0104'STANDARD CAP.
 CQ0104
 CQ0104                          STATION RECOVERY (1986)
 CQ0104
 CQ0104'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ0104'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CQ0104'7.9 KM (4.9 MI) NORTH ON U S HIGHWAY 165 FROM THE POST OFFICE AT U S
 CQ0104'HIGHWAY 165 AND STERLINGTON ROAD IN MONROE TO THE MARK ON THE WEST
 CQ0104'SIDE OF THE RAILROAD AND HIGHWAY NEAR A BARBED WIRE FENCE, 12.7
 CQ0104'METERS (41.5 FEET) NORTH-NORTHEAST OF A FENCE CORNER AND TELEPHONE
 CQ0104'BOX, 5.2 METERS (17 FEET) NORTH-NORTHEAST OF A POWER POLE AND GUY
 CQ0104'WIRE, 4.6 METERS (15 FEET) WEST OF THE WEST RAIL OF THE RAILROAD AND
 CQ0104'2.1 METERS (7 FEET) EAST OF A NORTH-SOUTH FENCE LINE.
 CQ0104'THE MARK IS 0.15 METERS  SE FROM A WITNESS POST.
 CQ0104'THE MARK IS 0.31 M BELOW THE HIGHWAY.
 CQ0104
 CQ0104                          STATION RECOVERY (1996)
 CQ0104
 CQ0104'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0114 ***********************************************************************
 CQ0114  DESIGNATION -  H 22 2 BOLT
 CQ0114  PID         -  CQ0114
 CQ0114  STATE/COUNTY-  LA/OUACHITA
 CQ0114  USGS QUAD   -  STERLINGTON (1994)
 CQ0114
 CQ0114                         *CURRENT SURVEY CONTROL
 CQ0114  ___________________________________________________________________
 CQ0114* NAD 83(1986)-  32 41 12.     (N)    092 05 05.     (W)     SCALED    
 CQ0114* NAVD 88     -        24.331  (meters)      79.83   (feet)  ADJUSTED  
 CQ0114  ___________________________________________________________________
 CQ0114  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0114  DYNAMIC HT  -          24.304 (meters)      79.74  (feet)  COMP
 CQ0114  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CQ0114
 CQ0114  VERT ORDER  -  SECOND    CLASS I
 CQ0114
 CQ0114.The horizontal coordinates were scaled from a topographic map and have
 CQ0114.an estimated accuracy of +/- 6 seconds.
 CQ0114
 CQ0114.The orthometric height was determined by differential leveling
 CQ0114.and adjusted by the National Geodetic Survey in June 1991..
 CQ0114
 CQ0114.The geoid height was determined by GEOID03.
 CQ0114
 CQ0114.The dynamic height is computed by dividing the NAVD 88
 CQ0114.geopotential number by the normal gravity value computed on the
 CQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0114.degrees latitude (g = 980.6199 gals.).
 CQ0114
 CQ0114.The modeled gravity was interpolated from observed gravity values.
 CQ0114
 CQ0114;                    North         East    Units  Estimated Accuracy
 CQ0114;SPC LA N     -   242,530.    1,038,950.      MT  (+/- 180 meters Scaled)
 CQ0114
 CQ0114                          SUPERSEDED SURVEY CONTROL
 CQ0114
 CQ0114  NGVD 29 (??/??/??)   24.416  (m)           80.10   (f) ADJUSTED    2 1
 CQ0114
 CQ0114.Superseded values are not recommended for survey control.
 CQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0114.See file dsdata.txt to determine how the superseded data were derived.
 CQ0114
 CQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS858169(NAD 83)
 CQ0114_MARKER: B = BOLT
 CQ0114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0114
 CQ0114  HISTORY     - Date     Condition        Report By
 CQ0114  HISTORY     - UNK      MONUMENTED       DOD
 CQ0114  HISTORY     - 1934     GOOD             CGS
 CQ0114  HISTORY     - 1989     GOOD             USPSQD
 CQ0114
 CQ0114                          STATION DESCRIPTION
 CQ0114
 CQ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0114'IN STERLINGTON.
 CQ0114'AT STERLINGTON, OUACHITA PARISH, 166 FEET SOUTH OF THE SOUTH CORNER OF
 CQ0114'THE MISSOURI PACIFIC RAILROAD STATION, 49.5 FEET SOUTHWEST OF THE
 CQ0114'CENTERLINE OF THE TRACK, AND 2 FEET NORTH OF THE NORTHEAST CORNER OF A
 CQ0114'HIGH FENCE SURROUNDING THE THERMATONIC CARBON PLANT.  A COPPER BOLT,
 CQ0114'SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH
 CQ0114'IS HAD THROUGH AN IRON PIPE PROJECTING 3 INCHES ABOVE GROUND AND
 CQ0114'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0114
 CQ0114                          STATION RECOVERY (1989)
 CQ0114
 CQ0114'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRF)
 CQ0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0113 ***********************************************************************
 CQ0113  DESIGNATION -  H 22 2 CAP
 CQ0113  PID         -  CQ0113
 CQ0113  STATE/COUNTY-  LA/OUACHITA
 CQ0113  USGS QUAD   -  STERLINGTON (1994)
 CQ0113
 CQ0113                         *CURRENT SURVEY CONTROL
 CQ0113  ___________________________________________________________________
 CQ0113* NAD 83(1986)-  32 41 13.     (N)    092 05 05.     (W)     SCALED    
 CQ0113* NAVD 88     -        25.549  (meters)      83.82   (feet)  ADJUSTED  
 CQ0113  ___________________________________________________________________
 CQ0113  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0113  DYNAMIC HT  -          25.521 (meters)      83.73  (feet)  COMP
 CQ0113  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CQ0113
 CQ0113  VERT ORDER  -  SECOND    CLASS I
 CQ0113
 CQ0113.The horizontal coordinates were scaled from a topographic map and have
 CQ0113.an estimated accuracy of +/- 6 seconds.
 CQ0113
 CQ0113.The orthometric height was determined by differential leveling
 CQ0113.and adjusted by the National Geodetic Survey in June 1991..
 CQ0113
 CQ0113.The geoid height was determined by GEOID03.
 CQ0113
 CQ0113.The dynamic height is computed by dividing the NAVD 88
 CQ0113.geopotential number by the normal gravity value computed on the
 CQ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0113.degrees latitude (g = 980.6199 gals.).
 CQ0113
 CQ0113.The modeled gravity was interpolated from observed gravity values.
 CQ0113
 CQ0113;                    North         East    Units  Estimated Accuracy
 CQ0113;SPC LA N     -   242,560.    1,038,950.      MT  (+/- 180 meters Scaled)
 CQ0113
 CQ0113                          SUPERSEDED SURVEY CONTROL
 CQ0113
 CQ0113  NGVD 29 (??/??/??)   25.634  (m)           84.10   (f) ADJUSTED    2 1
 CQ0113
 CQ0113.Superseded values are not recommended for survey control.
 CQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0113.See file dsdata.txt to determine how the superseded data were derived.
 CQ0113
 CQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS858169(NAD 83)
 CQ0113_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0113
 CQ0113  HISTORY     - Date     Condition        Report By
 CQ0113  HISTORY     - UNK      MONUMENTED       DOD
 CQ0113  HISTORY     - 1934     GOOD             CGS
 CQ0113  HISTORY     - 1989     GOOD             USPSQD
 CQ0113
 CQ0113                          STATION DESCRIPTION
 CQ0113
 CQ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0113'IN STERLINGTON.
 CQ0113'AT STERLINGTON, OUACHITA PARISH, 166 FEET SOUTH OF THE SOUTH CORNER OF
 CQ0113'THE MISSOURI PACIFIC RAILROAD STATION, 49.5 FEET SOUTHWEST OF THE
 CQ0113'CENTERLINE OF THE TRACK, AND 2 FEET NORTH OF THE NORTHEAST CORNER OF A
 CQ0113'HIGH FENCE SURROUNDING THE THERMATONIC CARBON PLANT.  AN IRON PIPE
 CQ0113'PROJECTING 3 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS,
 CQ0113'U.S. ARMY, STANDARD CAP.
 CQ0113
 CQ0113                          STATION RECOVERY (1989)
 CQ0113
 CQ0113'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRF)
 CQ0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0117 ***********************************************************************
 CQ0117  DESIGNATION -  H 22 3 BOLT
 CQ0117  PID         -  CQ0117
 CQ0117  STATE/COUNTY-  LA/UNION
 CQ0117  USGS QUAD   -  STERLINGTON (1994)
 CQ0117
 CQ0117                         *CURRENT SURVEY CONTROL
 CQ0117  ___________________________________________________________________
 CQ0117* NAD 83(1986)-  32 43 30.     (N)    092 07 16.     (W)     SCALED    
 CQ0117* NAVD 88     -        38.718  (meters)     127.03   (feet)  ADJUSTED  
 CQ0117  ___________________________________________________________________
 CQ0117  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0117  DYNAMIC HT  -          38.675 (meters)     126.89  (feet)  COMP
 CQ0117  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 CQ0117
 CQ0117  VERT ORDER  -  SECOND    CLASS I
 CQ0117
 CQ0117.The horizontal coordinates were scaled from a topographic map and have
 CQ0117.an estimated accuracy of +/- 6 seconds.
 CQ0117
 CQ0117.The orthometric height was determined by differential leveling
 CQ0117.and adjusted by the National Geodetic Survey in June 1991..
 CQ0117
 CQ0117.The geoid height was determined by GEOID03.
 CQ0117
 CQ0117.The dynamic height is computed by dividing the NAVD 88
 CQ0117.geopotential number by the normal gravity value computed on the
 CQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0117.degrees latitude (g = 980.6199 gals.).
 CQ0117
 CQ0117.The modeled gravity was interpolated from observed gravity values.
 CQ0117
 CQ0117;                    North         East    Units  Estimated Accuracy
 CQ0117;SPC LA N     -   246,770.    1,035,520.      MT  (+/- 180 meters Scaled)
 CQ0117
 CQ0117                          SUPERSEDED SURVEY CONTROL
 CQ0117
 CQ0117  NGVD 29 (??/??/??)   38.798  (m)          127.29   (f) ADJUSTED    2 1
 CQ0117
 CQ0117.Superseded values are not recommended for survey control.
 CQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0117.See file dsdata.txt to determine how the superseded data were derived.
 CQ0117
 CQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS823211(NAD 83)
 CQ0117_MARKER: B = BOLT
 CQ0117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0117_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0117
 CQ0117  HISTORY     - Date     Condition        Report By
 CQ0117  HISTORY     - UNK      MONUMENTED       DOD
 CQ0117  HISTORY     - 1943     GOOD             CGS
 CQ0117  HISTORY     - 1972     GOOD             LADTD
 CQ0117
 CQ0117                          STATION DESCRIPTION
 CQ0117
 CQ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0117'3.3 MI NW FROM STERLINGTON.
 CQ0117'IN UNION PARISH, 3.3 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM
 CQ0117'STERLINGTON, OUACHITA PARISH, 164 FEET WEST OF A 10-INCH PINE TREE, 65
 CQ0117'FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD, 48 FEET SOUTHWEST OF
 CQ0117'THE CENTERLINE OF THE HIGHWAY, 38.4 FEET SOUTHEAST OF AN 8-INCH PINE
 CQ0117'TREE, AND 33.9 FEET NORTH OF AN 8 INCH PINE TREE.  A COPPER BOLT, SET
 CQ0117'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 CQ0117'HAD THROUGH AN IRON PIPE PROJECTING 6 INCHES ABOVE GROUND AND BEARING
 CQ0117'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0117
 CQ0117                          STATION RECOVERY (1972)
 CQ0117
 CQ0117'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0117'ABOUT 2.4 MILES WEST FROM WEST END OUACHITA RIVER BRIDGE AT
 CQ0117'STERLINGTON TO INTERSECTION OF LA 2 AND LA 33.  THENCE 0.4 MILES NW
 CQ0117'ALONG HWY 33, 52 FEET SW OF CENTERLINE LA 33, 16 FEET SW OF TELEPHONE
 CQ0117'LINE, 102 FEET SW POWER LINE, 113 FEET WEST OF NW CORNER OF CHAIN LINK
 CQ0117'FENCE CORNER, 116 FEET NW OF SW CORNER OF CHAIN LINK FENCE, FENCE IS
 CQ0117'AROUND LA POWER AND LIGHT BOOSTER STATION, A COPPER BOLT SET IN TOP OF
 CQ0117'A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A
 CQ0117'IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND, BEARING CORPS OF
 CQ0117'ENGINEER STANDARD CAP.  A METAL WITNESS POST IS SET 0.8 FEET EAST OF
 CQ0117'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0116 ***********************************************************************
 CQ0116  DESIGNATION -  H 22 3 CAP
 CQ0116  PID         -  CQ0116
 CQ0116  STATE/COUNTY-  LA/UNION
 CQ0116  USGS QUAD   -  STERLINGTON (1994)
 CQ0116
 CQ0116                         *CURRENT SURVEY CONTROL
 CQ0116  ___________________________________________________________________
 CQ0116* NAD 83(1986)-  32 43 29.     (N)    092 07 16.     (W)     SCALED    
 CQ0116* NAVD 88     -        39.937  (meters)     131.03   (feet)  ADJUSTED  
 CQ0116  ___________________________________________________________________
 CQ0116  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0116  DYNAMIC HT  -          39.893 (meters)     130.88  (feet)  COMP
 CQ0116  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CQ0116
 CQ0116  VERT ORDER  -  SECOND    CLASS I
 CQ0116
 CQ0116.The horizontal coordinates were scaled from a topographic map and have
 CQ0116.an estimated accuracy of +/- 6 seconds.
 CQ0116
 CQ0116.The orthometric height was determined by differential leveling
 CQ0116.and adjusted by the National Geodetic Survey in June 1991..
 CQ0116.WARNING-Repeat measurements at this control monument indicate possible
 CQ0116.vertical movement.
 CQ0116
 CQ0116.The geoid height was determined by GEOID03.
 CQ0116
 CQ0116.The dynamic height is computed by dividing the NAVD 88
 CQ0116.geopotential number by the normal gravity value computed on the
 CQ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0116.degrees latitude (g = 980.6199 gals.).
 CQ0116
 CQ0116.The modeled gravity was interpolated from observed gravity values.
 CQ0116
 CQ0116;                    North         East    Units  Estimated Accuracy
 CQ0116;SPC LA N     -   246,740.    1,035,520.      MT  (+/- 180 meters Scaled)
 CQ0116
 CQ0116                          SUPERSEDED SURVEY CONTROL
 CQ0116
 CQ0116  NGVD 29 (??/??/??)   40.017  (m)          131.29   (f) ADJUSTED    2 1
 CQ0116
 CQ0116.Superseded values are not recommended for survey control.
 CQ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0116.See file dsdata.txt to determine how the superseded data were derived.
 CQ0116
 CQ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS823211(NAD 83)
 CQ0116_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0116
 CQ0116  HISTORY     - Date     Condition        Report By
 CQ0116  HISTORY     - UNK      MONUMENTED       DOD
 CQ0116  HISTORY     - 1943     GOOD             CGS
 CQ0116  HISTORY     - 1972     GOOD             LADTD
 CQ0116
 CQ0116                          STATION DESCRIPTION
 CQ0116
 CQ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0116'3.3 MI NW FROM STERLINGTON.
 CQ0116'IN UNION PARISH, 3.3 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM
 CQ0116'STERLINGTON, OUACHITA PARISH, 164 FEET WEST OF A 10-INCH PINE TREE, 65
 CQ0116'FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD, 48 FEET SOUTHWEST OF
 CQ0116'THE CENTERLINE OF THE HIGHWAY, 38.4 FEET SOUTHEAST OF AN 8-INCH PINE
 CQ0116'TREE, AND 33.9 FEET NORTH OF AN 8 INCH PINE TREE.  AN IRON PIPE
 CQ0116'PROJECTING 6 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS,
 CQ0116'U.S. ARMY, STANDARD CAP.
 CQ0116
 CQ0116                          STATION RECOVERY (1972)
 CQ0116
 CQ0116'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0116'ABOUT 2.4 MILES WEST FROM WEST END OUACHITA RIVER BRIDGE AT
 CQ0116'STERLINGTON TO INTERSECTION OF LA 2 AND LA 33.  THENCE 0.4 MILES NW
 CQ0116'ALONG HWY 33, 52 FEET SW OF CENTERLINE LA 33, 16 FEET SW OF TELEPHONE
 CQ0116'LINE, 102 FEET SW POWER LINE, 113 FEET WEST OF NW CORNER OF CHAIN LINK
 CQ0116'FENCE CORNER, 116 FEET NW OF SW CORNER OF CHAIN LINK FENCE, FENCE IS
 CQ0116'AROUND LA POWER AND LIGHT BOOSTER STATION, A COPPER BOLT SET IN TOP OF
 CQ0116'A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A
 CQ0116'IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND, BEARING CORPS OF
 CQ0116'ENGINEER STANDARD CAP.  A METAL WITNESS POST IS SET 0.8 FEET EAST OF
 CQ0116'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0150 ***********************************************************************
 CQ0150  DESIGNATION -  H 22 4 BOLT
 CQ0150  PID         -  CQ0150
 CQ0150  STATE/COUNTY-  LA/UNION
 CQ0150  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0150
 CQ0150                         *CURRENT SURVEY CONTROL
 CQ0150  ___________________________________________________________________
 CQ0150* NAD 83(1986)-  32 44 54.     (N)    092 07 59.     (W)     SCALED    
 CQ0150* NAVD 88     -        36.58   (+/-2cm)     120.0    (feet)  VERTCON   
 CQ0150  ___________________________________________________________________
 CQ0150  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0150
 CQ0150  VERT ORDER  -  ? (See Below)
 CQ0150
 CQ0150.The horizontal coordinates were scaled from a topographic map and have
 CQ0150.an estimated accuracy of +/- 6 seconds.
 CQ0150
 CQ0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0150.The vertical order pertains to the NGVD 29 superseded value.
 CQ0150
 CQ0150.The geoid height was determined by GEOID03.
 CQ0150
 CQ0150;                    North         East    Units  Estimated Accuracy
 CQ0150;SPC LA N     -   249,350.    1,034,390.      MT  (+/- 180 meters Scaled)
 CQ0150
 CQ0150                          SUPERSEDED SURVEY CONTROL
 CQ0150
 CQ0150  NGVD 29 (??/??/??)   36.665  (m)          120.29   (f) ADJUSTED    ?  
 CQ0150
 CQ0150.Superseded values are not recommended for survey control.
 CQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0150.See file dsdata.txt to determine how the superseded data were derived.
 CQ0150
 CQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS812237(NAD 83)
 CQ0150_MARKER: B = BOLT
 CQ0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0150
 CQ0150  HISTORY     - Date     Condition        Report By
 CQ0150  HISTORY     - UNK      MONUMENTED       DOD
 CQ0150  HISTORY     - 1934     GOOD             CGS
 CQ0150
 CQ0150                          STATION DESCRIPTION
 CQ0150
 CQ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0150'IN SPENCER.
 CQ0150'A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 4 INCHES ABOVE GROUND.
 CQ0150'LOCATED AT SPENCER, UNION PARISH LA.  ABOUT 450 FEET NORTHWEST OF R.R.
 CQ0150'STATION AT SPENCER.  44.4 FEET WEST OF CENTER LINE OF MAIN TRACK OF
 CQ0150'MO. PAC. R.R.  37 FEET EAST OF CENTER LINE OF HIGHWAY NO. 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0149 ***********************************************************************
 CQ0149  DESIGNATION -  H 22 4 CAP
 CQ0149  PID         -  CQ0149
 CQ0149  STATE/COUNTY-  LA/UNION
 CQ0149  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0149
 CQ0149                         *CURRENT SURVEY CONTROL
 CQ0149  ___________________________________________________________________
 CQ0149* NAD 83(1986)-  32 44 55.     (N)    092 07 59.     (W)     SCALED    
 CQ0149* NAVD 88     -        37.79   (+/-2cm)     124.0    (feet)  VERTCON   
 CQ0149  ___________________________________________________________________
 CQ0149  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0149
 CQ0149  VERT ORDER  -  ? (See Below)
 CQ0149
 CQ0149.The horizontal coordinates were scaled from a topographic map and have
 CQ0149.an estimated accuracy of +/- 6 seconds.
 CQ0149
 CQ0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0149.The vertical order pertains to the NGVD 29 superseded value.
 CQ0149
 CQ0149.The geoid height was determined by GEOID03.
 CQ0149
 CQ0149;                    North         East    Units  Estimated Accuracy
 CQ0149;SPC LA N     -   249,380.    1,034,390.      MT  (+/- 180 meters Scaled)
 CQ0149
 CQ0149                          SUPERSEDED SURVEY CONTROL
 CQ0149
 CQ0149  NGVD 29 (??/??/??)   37.883  (m)          124.29   (f) ADJUSTED    ?  
 CQ0149
 CQ0149.Superseded values are not recommended for survey control.
 CQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0149.See file dsdata.txt to determine how the superseded data were derived.
 CQ0149
 CQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS812237(NAD 83)
 CQ0149_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0149
 CQ0149  HISTORY     - Date     Condition        Report By
 CQ0149  HISTORY     - UNK      MONUMENTED       DOD
 CQ0149  HISTORY     - 1934     GOOD             CGS
 CQ0149
 CQ0149                          STATION DESCRIPTION
 CQ0149
 CQ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0149'IN SPENCER.
 CQ0149'A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 4 INCHES ABOVE GROUND.
 CQ0149'LOCATED AT SPENCER, UNION PARISH LA.  ABOUT 450 FEET NORTHWEST OF R.R.
 CQ0149'STATION AT SPENCER.  44.4 FEET WEST OF CENTER LINE OF MAIN TRACK OF
 CQ0149'MO. PAC. R.R.  37 FEET EAST OF CENTER LINE OF HIGHWAY NO. 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0147 ***********************************************************************
 CQ0147  DESIGNATION -  H 22 5 BOLT
 CQ0147  PID         -  CQ0147
 CQ0147  STATE/COUNTY-  LA/UNION
 CQ0147  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0147
 CQ0147                         *CURRENT SURVEY CONTROL
 CQ0147  ___________________________________________________________________
 CQ0147* NAD 83(1986)-  32 44 43.     (N)    092 07 57.     (W)     SCALED    
 CQ0147* NAVD 88     -        32.64   (+/-2cm)     107.1    (feet)  VERTCON   
 CQ0147  ___________________________________________________________________
 CQ0147  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0147
 CQ0147  VERT ORDER  -  ? (See Below)
 CQ0147
 CQ0147.The horizontal coordinates were scaled from a topographic map and have
 CQ0147.an estimated accuracy of +/- 6 seconds.
 CQ0147
 CQ0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0147.The vertical order pertains to the NGVD 29 superseded value.
 CQ0147
 CQ0147.The geoid height was determined by GEOID03.
 CQ0147
 CQ0147;                    North         East    Units  Estimated Accuracy
 CQ0147;SPC LA N     -   249,010.    1,034,440.      MT  (+/- 180 meters Scaled)
 CQ0147
 CQ0147                          SUPERSEDED SURVEY CONTROL
 CQ0147
 CQ0147  NGVD 29 (??/??/??)   32.726  (m)          107.37   (f) ADJUSTED    ?  
 CQ0147
 CQ0147.Superseded values are not recommended for survey control.
 CQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0147.See file dsdata.txt to determine how the superseded data were derived.
 CQ0147
 CQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS812233(NAD 83)
 CQ0147_MARKER: B = BOLT
 CQ0147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0147_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0147
 CQ0147  HISTORY     - Date     Condition        Report By
 CQ0147  HISTORY     - UNK      MONUMENTED       DOD
 CQ0147  HISTORY     - 1934     GOOD             CGS
 CQ0147
 CQ0147                          STATION DESCRIPTION
 CQ0147
 CQ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0147'IN SPENCER.
 CQ0147'A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 2 INCHES ABOVE GROUND.
 CQ0147'LOCATED AT SPENCER, UNION COUNTY, LA.  APPROXIMATELY 500 FEET SOUTH OF
 CQ0147'R.R. STATION.  50.5 FEET WEST OF CENTER LINE OF MO. PAC. R.R. 29.3
 CQ0147'FEET NORTH OF NORTHEAST CORNER OF EMPTY HOUSE.  DUE WEST OF HIGHWAY
 CQ0147'NO. 11, WHERE IT CROSSES R.R.  2.3 FEET EAST OF CROSSING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0146 ***********************************************************************
 CQ0146  DESIGNATION -  H 22 5 CAP
 CQ0146  PID         -  CQ0146
 CQ0146  STATE/COUNTY-  LA/UNION
 CQ0146  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0146
 CQ0146                         *CURRENT SURVEY CONTROL
 CQ0146  ___________________________________________________________________
 CQ0146* NAD 83(1986)-  32 44 44.     (N)    092 07 58.     (W)     SCALED    
 CQ0146* NAVD 88     -        33.85   (+/-2cm)     111.1    (feet)  VERTCON   
 CQ0146  ___________________________________________________________________
 CQ0146  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0146
 CQ0146  VERT ORDER  -  ? (See Below)
 CQ0146
 CQ0146.The horizontal coordinates were scaled from a topographic map and have
 CQ0146.an estimated accuracy of +/- 6 seconds.
 CQ0146
 CQ0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0146.The vertical order pertains to the NGVD 29 superseded value.
 CQ0146
 CQ0146.The geoid height was determined by GEOID03.
 CQ0146
 CQ0146;                    North         East    Units  Estimated Accuracy
 CQ0146;SPC LA N     -   249,040.    1,034,420.      MT  (+/- 180 meters Scaled)
 CQ0146
 CQ0146                          SUPERSEDED SURVEY CONTROL
 CQ0146
 CQ0146  NGVD 29 (??/??/??)   33.940  (m)          111.35   (f) ADJUSTED    ?  
 CQ0146
 CQ0146.Superseded values are not recommended for survey control.
 CQ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0146.See file dsdata.txt to determine how the superseded data were derived.
 CQ0146
 CQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS812234(NAD 83)
 CQ0146_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0146
 CQ0146  HISTORY     - Date     Condition        Report By
 CQ0146  HISTORY     - UNK      MONUMENTED       DOD
 CQ0146  HISTORY     - 1934     GOOD             CGS
 CQ0146
 CQ0146                          STATION DESCRIPTION
 CQ0146
 CQ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0146'IN SPENCER.
 CQ0146'A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 2 INCHES ABOVE GROUND.
 CQ0146'LOCATED AT SPENCER, UNION COUNTY, LA.  APPROXIMATELY 500 FEET SOUTH OF
 CQ0146'R.R. STATION.  50.5 FEET WEST OF CENTER LINE OF MO. PAC. R.R. 29.3
 CQ0146'FEET NORTH OF NORTHEAST CORNER OF EMPTY HOUSE.  DUE WEST OF HIGHWAY
 CQ0146'NO. 11, WHERE IT CROSSES R.R.  2.3 FEET EAST OF CROSSING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0093 ***********************************************************************
 CQ0093  DESIGNATION -  H 22 6 BOLT
 CQ0093  PID         -  CQ0093
 CQ0093  STATE/COUNTY-  LA/OUACHITA
 CQ0093  USGS QUAD   -  STERLINGTON (1994)
 CQ0093
 CQ0093                         *CURRENT SURVEY CONTROL
 CQ0093  ___________________________________________________________________
 CQ0093* NAD 83(1986)-  32 42 01.     (N)    092 00 52.     (W)     SCALED    
 CQ0093* NAVD 88     -        25.37   (+/-2cm)      83.2    (feet)  VERTCON   
 CQ0093  ___________________________________________________________________
 CQ0093  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0093
 CQ0093  VERT ORDER  -  ? (See Below)
 CQ0093
 CQ0093.The horizontal coordinates were scaled from a topographic map and have
 CQ0093.an estimated accuracy of +/- 6 seconds.
 CQ0093
 CQ0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0093.The vertical order pertains to the NGVD 29 superseded value.
 CQ0093
 CQ0093.The geoid height was determined by GEOID03.
 CQ0093
 CQ0093;                    North         East    Units  Estimated Accuracy
 CQ0093;SPC LA N     -   244,070.    1,045,530.      MT  (+/- 180 meters Scaled)
 CQ0093
 CQ0093                          SUPERSEDED SURVEY CONTROL
 CQ0093
 CQ0093  NGVD 29 (??/??/??)   25.448  (m)           83.49   (f) ADJUSTED    ?  
 CQ0093
 CQ0093.Superseded values are not recommended for survey control.
 CQ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0093.See file dsdata.txt to determine how the superseded data were derived.
 CQ0093
 CQ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS923184(NAD 83)
 CQ0093_MARKER: B = BOLT
 CQ0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0093
 CQ0093  HISTORY     - Date     Condition        Report By
 CQ0093  HISTORY     - UNK      MONUMENTED       DOD
 CQ0093  HISTORY     - 1934     GOOD             CGS
 CQ0093
 CQ0093                          STATION DESCRIPTION
 CQ0093
 CQ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0093'0.5 MI SW FROM PERRYVILLE.
 CQ0093'IN OUACHITA PARISH, ABOUT 1/2 MILE SOUTHWEST ALONG U.S. HIGHWAY 165
 CQ0093'FROM PERRYVILLE, MOREHOUSE PARISH, AT THE JUNCTION OF AN OLD GRAVEL
 CQ0093'HIGHWAY, IN THE WEST CORNER OF A FENCE, AND 25 FEET NORTHEAST OF THE
 CQ0093'NORTHEAST CORNER OF THE J.S. RILEY (NEGRO) STORE.  A COPPER BOLT, SET
 CQ0093'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 CQ0093'HAD THROUGH AN IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND AND
 CQ0093'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0092 ***********************************************************************
 CQ0092  DESIGNATION -  H 22 6 CAP
 CQ0092  PID         -  CQ0092
 CQ0092  STATE/COUNTY-  LA/OUACHITA
 CQ0092  USGS QUAD   -  STERLINGTON (1994)
 CQ0092
 CQ0092                         *CURRENT SURVEY CONTROL
 CQ0092  ___________________________________________________________________
 CQ0092* NAD 83(1986)-  32 42 00.     (N)    092 00 53.     (W)     SCALED    
 CQ0092* NAVD 88     -        26.390  (meters)      86.58   (feet)  ADJUSTED  
 CQ0092  ___________________________________________________________________
 CQ0092  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0092  DYNAMIC HT  -          26.361 (meters)      86.49  (feet)  COMP
 CQ0092  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 CQ0092
 CQ0092  VERT ORDER  -  SECOND    CLASS I
 CQ0092
 CQ0092.The horizontal coordinates were scaled from a topographic map and have
 CQ0092.an estimated accuracy of +/- 6 seconds.
 CQ0092
 CQ0092.The orthometric height was determined by differential leveling
 CQ0092.and adjusted by the National Geodetic Survey in June 1991..
 CQ0092
 CQ0092.The geoid height was determined by GEOID03.
 CQ0092
 CQ0092.The dynamic height is computed by dividing the NAVD 88
 CQ0092.geopotential number by the normal gravity value computed on the
 CQ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0092.degrees latitude (g = 980.6199 gals.).
 CQ0092
 CQ0092.The modeled gravity was interpolated from observed gravity values.
 CQ0092
 CQ0092;                    North         East    Units  Estimated Accuracy
 CQ0092;SPC LA N     -   244,040.    1,045,500.      MT  (+/- 180 meters Scaled)
 CQ0092
 CQ0092                          SUPERSEDED SURVEY CONTROL
 CQ0092
 CQ0092  NGVD 29 (??/??/??)   26.667  (m)           87.49   (f) ADJUSTED    2 1
 CQ0092
 CQ0092.Superseded values are not recommended for survey control.
 CQ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0092.See file dsdata.txt to determine how the superseded data were derived.
 CQ0092
 CQ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS923184(NAD 83)
 CQ0092_MARKER: P = PIPE CAP
 CQ0092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0092_SP_SET: SHALLOW-SET PIPE
 CQ0092_STAMPING: BM H-22-6 1930
 CQ0092_MARK LOGO: USE   
 CQ0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0092
 CQ0092  HISTORY     - Date     Condition        Report By
 CQ0092  HISTORY     - UNK      MONUMENTED       DOD
 CQ0092  HISTORY     - 1934     GOOD             CGS
 CQ0092  HISTORY     - 1986     GOOD             LADTD
 CQ0092
 CQ0092                          STATION DESCRIPTION
 CQ0092
 CQ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0092'0.5 MI SW FROM PERRYVILLE.
 CQ0092'IN OUACHITA PARISH, ABOUT 1/2 MILE SOUTHWEST ALONG U.S. HIGHWAY 165
 CQ0092'FROM PERRYVILLE, MOREHOUSE PARISH, AT THE JUNCTION OF AN OLD GRAVEL
 CQ0092'HIGHWAY, IN THE WEST CORNER OF A FENCE, AND 25 FEET NORTHEAST OF THE
 CQ0092'NORTHEAST CORNER OF THE J.S. RILEY STORE.  AN IRON PIPE
 CQ0092'PROJECTING ABOUT 4 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CQ0092'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0092
 CQ0092                          STATION RECOVERY (1986)
 CQ0092
 CQ0092'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ0092'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CQ0092'14.7 KM (9.1 MI) SOUTH ON U S HIGHWAY 165 FROM THE COURTHOUSE IN
 CQ0092'BASTROP TO THE MARK WEST OF THE HIGHWAY JUST SOUTH OF A PARISH ROAD,
 CQ0092'31.4 METERS (103 FEET) WEST OF THE CENTER OF THE HIGHWAY, 10.8 METERS
 CQ0092'(35.5 FEET) NORTHEAST OF A SERVICE POLE, 10.4 METERS (34 FEET) SOUTH-
 CQ0092'SOUTHWEST OF THE CENTER OF PARISH ROAD NUMBER 34 AND 2.7 METERS (9
 CQ0092'FEET) SOUTH-SOUTHWEST OF A 36-INCH OAK TREE SET IN A CLUMP OF TREES
 CQ0092'NEAR A JUNK PILE JUST NORTH OF A WOOD FRAME HOUSE.
 CQ0092'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 CQ0092'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0090 ***********************************************************************
 CQ0090  DESIGNATION -  H 22 7 BOLT
 CQ0090  PID         -  CQ0090
 CQ0090  STATE/COUNTY-  LA/OUACHITA
 CQ0090  USGS QUAD   -  STERLINGTON (1994)
 CQ0090
 CQ0090                         *CURRENT SURVEY CONTROL
 CQ0090  ___________________________________________________________________
 CQ0090* NAD 83(1986)-  32 42 01.     (N)    092 00 37.     (W)     SCALED    
 CQ0090* NAVD 88     -        24.22   (+/-2cm)      79.5    (feet)  VERTCON   
 CQ0090  ___________________________________________________________________
 CQ0090  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0090
 CQ0090  VERT ORDER  -  ? (See Below)
 CQ0090
 CQ0090.The horizontal coordinates were scaled from a topographic map and have
 CQ0090.an estimated accuracy of +/- 6 seconds.
 CQ0090
 CQ0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0090.The vertical order pertains to the NGVD 29 superseded value.
 CQ0090
 CQ0090.The geoid height was determined by GEOID03.
 CQ0090
 CQ0090;                    North         East    Units  Estimated Accuracy
 CQ0090;SPC LA N     -   244,070.    1,045,920.      MT  (+/- 180 meters Scaled)
 CQ0090
 CQ0090                          SUPERSEDED SURVEY CONTROL
 CQ0090
 CQ0090  NGVD 29 (??/??/??)   24.294  (m)           79.70   (f) ADJUSTED    ?  
 CQ0090
 CQ0090.Superseded values are not recommended for survey control.
 CQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0090.See file dsdata.txt to determine how the superseded data were derived.
 CQ0090
 CQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS927184(NAD 83)
 CQ0090_MARKER: B = BOLT
 CQ0090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0090_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0090
 CQ0090  HISTORY     - Date     Condition        Report By
 CQ0090  HISTORY     - UNK      MONUMENTED       DOD
 CQ0090  HISTORY     - 1934     GOOD             CGS
 CQ0090
 CQ0090                          STATION DESCRIPTION
 CQ0090
 CQ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0090'0.5 MI SW FROM PERRYVILLE.
 CQ0090'IN OUACHITA PARISH, ABOUT 1/2 MILE SOUTHWEST ALONG THE ARKANSAS AND
 CQ0090'LOUISIANA MISSOURI RAILWAY FROM PERRYVILLE, MOREHOUSE PARISH, ABOUT
 CQ0090'800 FEET SOUTHEAST OF U.S. HIGHWAY 165, ON THE AMES CHAMBER PROPERTY,
 CQ0090'27 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 4 FEET SOUTH OF THE
 CQ0090'SOUTH FENCE OF A CATTLE LANE.  A COPPER BOLT, SET IN THE TOP OF A
 CQ0090'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CQ0090'IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND AND BEARING A CORPS
 CQ0090'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0089 ***********************************************************************
 CQ0089  DESIGNATION -  H 22 7 CAP
 CQ0089  PID         -  CQ0089
 CQ0089  STATE/COUNTY-  LA/OUACHITA
 CQ0089  USGS QUAD   -  STERLINGTON (1994)
 CQ0089
 CQ0089                         *CURRENT SURVEY CONTROL
 CQ0089  ___________________________________________________________________
 CQ0089* NAD 83(1986)-  32 42 01.     (N)    092 00 38.     (W)     SCALED    
 CQ0089* NAVD 88     -        25.44   (+/-2cm)      83.5    (feet)  VERTCON   
 CQ0089  ___________________________________________________________________
 CQ0089  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0089
 CQ0089  VERT ORDER  -  ? (See Below)
 CQ0089
 CQ0089.The horizontal coordinates were scaled from a topographic map and have
 CQ0089.an estimated accuracy of +/- 6 seconds.
 CQ0089
 CQ0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0089.The vertical order pertains to the NGVD 29 superseded value.
 CQ0089
 CQ0089.The geoid height was determined by GEOID03.
 CQ0089
 CQ0089;                    North         East    Units  Estimated Accuracy
 CQ0089;SPC LA N     -   244,070.    1,045,890.      MT  (+/- 180 meters Scaled)
 CQ0089
 CQ0089                          SUPERSEDED SURVEY CONTROL
 CQ0089
 CQ0089  NGVD 29 (??/??/??)   25.516  (m)           83.71   (f) ADJUSTED    ?  
 CQ0089
 CQ0089.Superseded values are not recommended for survey control.
 CQ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0089.See file dsdata.txt to determine how the superseded data were derived.
 CQ0089
 CQ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS927184(NAD 83)
 CQ0089_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0089_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0089
 CQ0089  HISTORY     - Date     Condition        Report By
 CQ0089  HISTORY     - UNK      MONUMENTED       DOD
 CQ0089  HISTORY     - 1934     GOOD             CGS
 CQ0089
 CQ0089                          STATION DESCRIPTION
 CQ0089
 CQ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0089'0.5 MI SW FROM PERRYVILLE.
 CQ0089'IN OUACHITA PARISH, ABOUT 1/2 MILE SOUTHWEST ALONG THE ARKANSAS AND
 CQ0089'LOUISIANA MISSOURI RAILWAY FROM PERRYVILLE, MOREHOUSE PARISH, ABOUT
 CQ0089'800 FEET SOUTHEAST OF U.S. HIGHWAY 165, ON THE AMES CHAMBER PROPERTY,
 CQ0089'27 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 4 FEET SOUTH OF THE
 CQ0089'SOUTH FENCE OF A CATTLE LANE.  AN IRON PIPE PROJECTING ABOUT 8 INCHES
 CQ0089'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ0089'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0096 ***********************************************************************
 CQ0096  DESIGNATION -  H 22 8 BOLT
 CQ0096  PID         -  CQ0096
 CQ0096  STATE/COUNTY-  LA/OUACHITA
 CQ0096  USGS QUAD   -  STERLINGTON (1994)
 CQ0096
 CQ0096                         *CURRENT SURVEY CONTROL
 CQ0096  ___________________________________________________________________
 CQ0096* NAD 83(1986)-  32 41 09.     (N)    092 02 41.     (W)     SCALED    
 CQ0096* NAVD 88     -        25.79   (+/-2cm)      84.6    (feet)  VERTCON   
 CQ0096  ___________________________________________________________________
 CQ0096  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0096
 CQ0096  VERT ORDER  -  ? (See Below)
 CQ0096
 CQ0096.The horizontal coordinates were scaled from a topographic map and have
 CQ0096.an estimated accuracy of +/- 6 seconds.
 CQ0096
 CQ0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0096.The vertical order pertains to the NGVD 29 superseded value.
 CQ0096
 CQ0096.The geoid height was determined by GEOID03.
 CQ0096
 CQ0096;                    North         East    Units  Estimated Accuracy
 CQ0096;SPC LA N     -   242,450.    1,042,700.      MT  (+/- 180 meters Scaled)
 CQ0096
 CQ0096                          SUPERSEDED SURVEY CONTROL
 CQ0096
 CQ0096  NGVD 29 (??/??/??)   25.861  (m)           84.85   (f) ADJUSTED    ?  
 CQ0096
 CQ0096.Superseded values are not recommended for survey control.
 CQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0096.See file dsdata.txt to determine how the superseded data were derived.
 CQ0096
 CQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS895168(NAD 83)
 CQ0096_MARKER: B = BOLT
 CQ0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0096
 CQ0096  HISTORY     - Date     Condition        Report By
 CQ0096  HISTORY     - UNK      MONUMENTED       DOD
 CQ0096  HISTORY     - 1934     GOOD             CGS
 CQ0096
 CQ0096                          STATION DESCRIPTION
 CQ0096
 CQ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0096'2.5 MI SW FROM PERRYVILLE.
 CQ0096'IN OUACHITA PARISH, ABOUT 2-1/2 MILES SOUTHWEST ALONG STATE HIGHWAY 11
 CQ0096'FROM PERRYVILLE, MOREHOUSE PARISH, ON THE WEST BANK OF BAYOU DE SIARD,
 CQ0096'ON THE ISLAND DE SIARD SCHOOL PROPERTY, ABOUT 2,000 FEET NORTHEAST OF
 CQ0096'A HIGHWAY INTERSECTION, 127.3 FEET SOUTHWEST OF A 20-INCH PECAN TREE,
 CQ0096'87.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 CQ0096'AND 23 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY. A COPPER
 CQ0096'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 CQ0096'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND
 CQ0096'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0095 ***********************************************************************
 CQ0095  DESIGNATION -  H 22 8 CAP
 CQ0095  PID         -  CQ0095
 CQ0095  STATE/COUNTY-  LA/OUACHITA
 CQ0095  USGS QUAD   -  STERLINGTON (1994)
 CQ0095
 CQ0095                         *CURRENT SURVEY CONTROL
 CQ0095  ___________________________________________________________________
 CQ0095* NAD 83(1986)-  32 41 09.     (N)    092 02 41.     (W)     SCALED    
 CQ0095* NAVD 88     -        27.00   (+/-2cm)      88.6    (feet)  VERTCON   
 CQ0095  ___________________________________________________________________
 CQ0095  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0095
 CQ0095  VERT ORDER  -  ? (See Below)
 CQ0095
 CQ0095.The horizontal coordinates were scaled from a topographic map and have
 CQ0095.an estimated accuracy of +/- 6 seconds.
 CQ0095
 CQ0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0095.The vertical order pertains to the NGVD 29 superseded value.
 CQ0095
 CQ0095.The geoid height was determined by GEOID03.
 CQ0095
 CQ0095;                    North         East    Units  Estimated Accuracy
 CQ0095;SPC LA N     -   242,450.    1,042,700.      MT  (+/- 180 meters Scaled)
 CQ0095
 CQ0095                          SUPERSEDED SURVEY CONTROL
 CQ0095
 CQ0095  NGVD 29 (??/??/??)   27.078  (m)           88.84   (f) ADJUSTED    ?  
 CQ0095
 CQ0095.Superseded values are not recommended for survey control.
 CQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0095.See file dsdata.txt to determine how the superseded data were derived.
 CQ0095
 CQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS895168(NAD 83)
 CQ0095_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0095
 CQ0095  HISTORY     - Date     Condition        Report By
 CQ0095  HISTORY     - UNK      MONUMENTED       DOD
 CQ0095  HISTORY     - 1934     GOOD             CGS
 CQ0095
 CQ0095                          STATION DESCRIPTION
 CQ0095
 CQ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0095'2.5 MI SW FROM PERRYVILLE.
 CQ0095'IN OUACHITA PARISH, ABOUT 2-1/2 MILES SOUTHWEST ALONG STATE HIGHWAY 11
 CQ0095'FROM PERRYVILLE, MOREHOUSE PARISH, ON THE WEST BANK OF BAYOU DE SIARD,
 CQ0095'ON THE ISLAND DE SIARD SCHOOL PROPERTY, ABOUT 2,000 FEET NORTHEAST OF
 CQ0095'A HIGHWAY INTERSECTION, 127.3 FEET SOUTHWEST OF A 20-INCH PECAN TREE,
 CQ0095'87.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 CQ0095'AND 23 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY. AN IRON PIPE
 CQ0095'PROJECTING ABOUT 1 FOOT ABOVE GROUND AND BEARING A CORPS OF ENGINEERS,
 CQ0095'U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0102 ***********************************************************************
 CQ0102  DESIGNATION -  H 22 9 BOLT
 CQ0102  PID         -  CQ0102
 CQ0102  STATE/COUNTY-  LA/OUACHITA
 CQ0102  USGS QUAD   -  STERLINGTON (1994)
 CQ0102
 CQ0102                         *CURRENT SURVEY CONTROL
 CQ0102  ___________________________________________________________________
 CQ0102* NAD 83(1986)-  32 38 16.     (N)    092 03 50.     (W)     SCALED    
 CQ0102* NAVD 88     -        25.30   (+/-2cm)      83.0    (feet)  VERTCON   
 CQ0102  ___________________________________________________________________
 CQ0102  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0102
 CQ0102  VERT ORDER  -  ? (See Below)
 CQ0102
 CQ0102.The horizontal coordinates were scaled from a topographic map and have
 CQ0102.an estimated accuracy of +/- 6 seconds.
 CQ0102
 CQ0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0102.The vertical order pertains to the NGVD 29 superseded value.
 CQ0102
 CQ0102.The geoid height was determined by GEOID03.
 CQ0102
 CQ0102;                    North         East    Units  Estimated Accuracy
 CQ0102;SPC LA N     -   237,120.    1,040,920.      MT  (+/- 180 meters Scaled)
 CQ0102
 CQ0102                          SUPERSEDED SURVEY CONTROL
 CQ0102
 CQ0102  NGVD 29 (??/??/??)   25.374  (m)           83.25   (f) ADJUSTED    ?  
 CQ0102
 CQ0102.Superseded values are not recommended for survey control.
 CQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0102.See file dsdata.txt to determine how the superseded data were derived.
 CQ0102
 CQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS878115(NAD 83)
 CQ0102_MARKER: B = BOLT
 CQ0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0102
 CQ0102  HISTORY     - Date     Condition        Report By
 CQ0102  HISTORY     - UNK      MONUMENTED       DOD
 CQ0102  HISTORY     - 1934     GOOD             CGS
 CQ0102
 CQ0102                          STATION DESCRIPTION
 CQ0102
 CQ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0102'4 MI SE FROM STERLINGTON.
 CQ0102'ABOUT 4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CQ0102'STERLINGTON, OUACHITA PARISH, AT PHILLIPS, ABOUT 1,184 FEET SOUTH OF
 CQ0102'P.B.M. H-22-10 (U.S.E.), DESCRIBED ABOVE, 297.6 FEET SOUTHEAST OF A
 CQ0102'SWITCH STAND, 136 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CQ0102'STATION, AND 11 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK.  A
 CQ0102'COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND,
 CQ0102'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 4 INCHES
 CQ0102'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ0102'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0101 ***********************************************************************
 CQ0101  DESIGNATION -  H 22 9 CAP
 CQ0101  PID         -  CQ0101
 CQ0101  STATE/COUNTY-  LA/OUACHITA
 CQ0101  USGS QUAD   -  STERLINGTON (1994)
 CQ0101
 CQ0101                         *CURRENT SURVEY CONTROL
 CQ0101  ___________________________________________________________________
 CQ0101* NAD 83(1986)-  32 38 16.     (N)    092 03 50.     (W)     SCALED    
 CQ0101* NAVD 88     -        26.53   (+/-2cm)      87.0    (feet)  VERTCON   
 CQ0101  ___________________________________________________________________
 CQ0101  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0101
 CQ0101  VERT ORDER  -  ? (See Below)
 CQ0101
 CQ0101.The horizontal coordinates were scaled from a topographic map and have
 CQ0101.an estimated accuracy of +/- 6 seconds.
 CQ0101
 CQ0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0101.The vertical order pertains to the NGVD 29 superseded value.
 CQ0101
 CQ0101.The geoid height was determined by GEOID03.
 CQ0101
 CQ0101;                    North         East    Units  Estimated Accuracy
 CQ0101;SPC LA N     -   237,120.    1,040,920.      MT  (+/- 180 meters Scaled)
 CQ0101
 CQ0101                          SUPERSEDED SURVEY CONTROL
 CQ0101
 CQ0101  NGVD 29 (??/??/??)   26.598  (m)           87.26   (f) ADJUSTED    ?  
 CQ0101
 CQ0101.Superseded values are not recommended for survey control.
 CQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0101.See file dsdata.txt to determine how the superseded data were derived.
 CQ0101
 CQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS878115(NAD 83)
 CQ0101_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0101
 CQ0101  HISTORY     - Date     Condition        Report By
 CQ0101  HISTORY     - UNK      MONUMENTED       DOD
 CQ0101  HISTORY     - 1934     GOOD             CGS
 CQ0101
 CQ0101                          STATION DESCRIPTION
 CQ0101
 CQ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0101'4 MI SE FROM STERLINGTON.
 CQ0101'ABOUT 4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CQ0101'STERLINGTON, OUACHITA PARISH, AT PHILLIPS, ABOUT 1,184 FEET SOUTH OF
 CQ0101'P.B.M. H-22-10 (U.S.E.), DESCRIBED ABOVE, 297.6 FEET SOUTHEAST OF A
 CQ0101'SWITCH STAND, 136 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CQ0101'STATION, AND 11 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK.  AN
 CQ0101'IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND AND BEARING A CORPS
 CQ0101'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0467 ***********************************************************************
 CQ0467  DESIGNATION -  H 23 1 RESET
 CQ0467  PID         -  CQ0467
 CQ0467  STATE/COUNTY-  LA/OUACHITA
 CQ0467  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0467
 CQ0467                         *CURRENT SURVEY CONTROL
 CQ0467  ___________________________________________________________________
 CQ0467* NAD 83(1986)-  32 23 00.     (N)    092 06 47.     (W)     SCALED    
 CQ0467* NAVD 88     -        21.93   (+/-2cm)      71.9    (feet)  VERTCON   
 CQ0467  ___________________________________________________________________
 CQ0467  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0467
 CQ0467  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0467
 CQ0467.The horizontal coordinates were scaled from a topographic map and have
 CQ0467.an estimated accuracy of +/- 6 seconds.
 CQ0467
 CQ0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0467.The vertical order pertains to the NGVD 29 superseded value.
 CQ0467
 CQ0467.The geoid height was determined by GEOID03.
 CQ0467
 CQ0467;                    North         East    Units  Estimated Accuracy
 CQ0467;SPC LA N     -   208,880.    1,036,410.      MT  (+/- 180 meters Scaled)
 CQ0467
 CQ0467                          SUPERSEDED SURVEY CONTROL
 CQ0467
 CQ0467  NGVD 29 (??/??/??)   21.970  (m)           72.08   (f) ADJUSTED    1 2
 CQ0467
 CQ0467.Superseded values are not recommended for survey control.
 CQ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0467.See file dsdata.txt to determine how the superseded data were derived.
 CQ0467
 CQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR834832(NAD 83)
 CQ0467_MARKER: P = PIPE CAP
 CQ0467_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0467_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0467_STAMPING: H 23-1 RESET 1958
 CQ0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0467
 CQ0467  HISTORY     - Date     Condition        Report By
 CQ0467  HISTORY     - 1958     MONUMENTED       DOD
 CQ0467  HISTORY     - 1966     GOOD             CGS
 CQ0467  HISTORY     - 1990     GOOD             USPSQD
 CQ0467  HISTORY     - 1991     GOOD             USPSQD
 CQ0467
 CQ0467                          STATION DESCRIPTION
 CQ0467
 CQ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0467'7.0 MI N FROM BOSCO.
 CQ0467'ABOUT 7.0 MILES NORTH ALONG U. S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0467'BOSCO, IN SECTION 12, T 16 N, R 3 E, AT A JUNCTION OF THE HIGHWAY AND
 CQ0467'AN EAST-WEST ROAD, 153 FEET EAST AND ACROSS THE MISSOURI PACIFIC
 CQ0467'RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 58 FEET EAST OF THE EAST
 CQ0467'RAIL, 27 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 153 FEET
 CQ0467'SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST PORTION OF THE W. W.
 CQ0467'MCDONALD DAIRY BARN 1 FOOT WEST OF A POWER POLE BEARING A TRANSFORMER,
 CQ0467'0.5 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CQ0467'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, A BRASS CAP ON THE TOP OF A
 CQ0467'3-INCH IRON PIPE WHICH PROJECTS 8 INCHES.  NOTE-- THIS MARK MAY ALSO
 CQ0467'BE REACHED BY GOING 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD
 CQ0467'FROM THE STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND
 CQ0467'STREET, THENCE 4.65 MILES SOUTH ALONG U. S. HIGHWAY 165. NOTE--
 CQ0467'UNDERGROUND BOLT DESTROYED.
 CQ0467
 CQ0467                          STATION RECOVERY (1990)
 CQ0467
 CQ0467'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0467'RECOVERED IN GOOD CONDITION.
 CQ0467
 CQ0467                          STATION RECOVERY (1991)
 CQ0467
 CQ0467'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0456 ***********************************************************************
 CQ0456  DESIGNATION -  H 23 4 BOLT
 CQ0456  PID         -  CQ0456
 CQ0456  STATE/COUNTY-  LA/OUACHITA
 CQ0456  USGS QUAD   -  BOSCO (1982)
 CQ0456
 CQ0456                         *CURRENT SURVEY CONTROL
 CQ0456  ___________________________________________________________________
 CQ0456* NAD 83(1986)-  32 20 02.     (N)    092 05 14.     (W)     SCALED    
 CQ0456* NAVD 88     -        20.86   (+/-2cm)      68.4    (feet)  VERTCON   
 CQ0456  ___________________________________________________________________
 CQ0456  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0456
 CQ0456  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0456
 CQ0456.The horizontal coordinates were scaled from a topographic map and have
 CQ0456.an estimated accuracy of +/- 6 seconds.
 CQ0456
 CQ0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0456.The vertical order pertains to the NGVD 29 superseded value.
 CQ0456
 CQ0456.The geoid height was determined by GEOID03.
 CQ0456
 CQ0456;                    North         East    Units  Estimated Accuracy
 CQ0456;SPC LA N     -   203,410.    1,038,860.      MT  (+/- 180 meters Scaled)
 CQ0456
 CQ0456                          SUPERSEDED SURVEY CONTROL
 CQ0456
 CQ0456  NGVD 29 (??/??/??)   20.896  (m)           68.56   (f) ADJUSTED    1 2
 CQ0456
 CQ0456.Superseded values are not recommended for survey control.
 CQ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0456.See file dsdata.txt to determine how the superseded data were derived.
 CQ0456
 CQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR859778(NAD 83)
 CQ0456_MARKER: B = BOLT
 CQ0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0456_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0456
 CQ0456  HISTORY     - Date     Condition        Report By
 CQ0456  HISTORY     - UNK      MONUMENTED       DOD
 CQ0456  HISTORY     - 1966     GOOD             CGS
 CQ0456  HISTORY     - 1990     GOOD             USPSQD
 CQ0456  HISTORY     - 1991     GOOD             USPSQD
 CQ0456
 CQ0456                          STATION DESCRIPTION
 CQ0456
 CQ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0456'3.1 MI N FROM BOSCO.
 CQ0456'ABOUT 3.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0456'BOSCO, IN SECTION 32, T 16 N, R 4 E, IN THE FRONT YARD OF A HOUSE
 CQ0456'BELONGING TO MR. SAM TAYLOR, 97 FEET WEST OF THE CENTER LINE OF THE
 CQ0456'HIGHWAY, 52 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 51
 CQ0456'FEET WEST OF A WIRE-MESH FENCE, 25 FEET NORTH OF THE CENTER LINE OF A
 CQ0456'PRIVATE DRIVEWAY, 8 FEET SOUTH OF AN EAST-WEST FENCE, ABOUT LEVEL WITH
 CQ0456'THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 CQ0456'FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 CQ0456'PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
 CQ0456
 CQ0456                          STATION RECOVERY (1990)
 CQ0456
 CQ0456'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0456'RECOVERED IN GOOD CONDITION.
 CQ0456
 CQ0456                          STATION RECOVERY (1991)
 CQ0456
 CQ0456'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0455 ***********************************************************************
 CQ0455  DESIGNATION -  H 23 4 CAP
 CQ0455  PID         -  CQ0455
 CQ0455  STATE/COUNTY-  LA/OUACHITA
 CQ0455  USGS QUAD   -  BOSCO (1982)
 CQ0455
 CQ0455                         *CURRENT SURVEY CONTROL
 CQ0455  ___________________________________________________________________
 CQ0455* NAD 83(1986)-  32 20 02.     (N)    092 05 14.     (W)     SCALED    
 CQ0455* NAVD 88     -        22.08   (+/-2cm)      72.4    (feet)  VERTCON   
 CQ0455  ___________________________________________________________________
 CQ0455  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0455
 CQ0455  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0455
 CQ0455.The horizontal coordinates were scaled from a topographic map and have
 CQ0455.an estimated accuracy of +/- 6 seconds.
 CQ0455
 CQ0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0455.The vertical order pertains to the NGVD 29 superseded value.
 CQ0455
 CQ0455.The geoid height was determined by GEOID03.
 CQ0455
 CQ0455;                    North         East    Units  Estimated Accuracy
 CQ0455;SPC LA N     -   203,410.    1,038,860.      MT  (+/- 180 meters Scaled)
 CQ0455
 CQ0455                          SUPERSEDED SURVEY CONTROL
 CQ0455
 CQ0455  NGVD 29 (??/??/??)   22.114  (m)           72.55   (f) ADJUSTED    1 2
 CQ0455
 CQ0455.Superseded values are not recommended for survey control.
 CQ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0455.See file dsdata.txt to determine how the superseded data were derived.
 CQ0455
 CQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR859778(NAD 83)
 CQ0455_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0455_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0455_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0455_STAMPING: H 23-4
 CQ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0455
 CQ0455  HISTORY     - Date     Condition        Report By
 CQ0455  HISTORY     - UNK      MONUMENTED       DOD
 CQ0455  HISTORY     - 1966     GOOD             CGS
 CQ0455  HISTORY     - 1990     GOOD             USPSQD
 CQ0455  HISTORY     - 1991     GOOD             USPSQD
 CQ0455
 CQ0455                          STATION DESCRIPTION
 CQ0455
 CQ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0455'3.1 MI N FROM BOSCO.
 CQ0455'ABOUT 3.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0455'BOSCO, IN SECTION 32, T 16 N, R 4 E, IN THE FRONT YARD OF A HOUSE
 CQ0455'BELONGING TO MR. SAM TAYLOR, 97 FEET WEST OF THE CENTER LINE OF THE
 CQ0455'HIGHWAY, 52 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 51
 CQ0455'FEET WEST OF A WIRE-MESH FENCE, 25 FEET NORTH OF THE CENTER LINE OF A
 CQ0455'PRIVATE DRIVEWAY, 8 FEET SOUTH OF AN EAST-WEST FENCE, ABOUT LEVEL WITH
 CQ0455'THE HIGHWAY A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1
 CQ0455'FOOT.
 CQ0455
 CQ0455                          STATION RECOVERY (1990)
 CQ0455
 CQ0455'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0455'RECOVERED IN GOOD CONDITION.
 CQ0455
 CQ0455                          STATION RECOVERY (1991)
 CQ0455
 CQ0455'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0477 ***********************************************************************
 CQ0477  DESIGNATION -  H 23 5 BOLT
 CQ0477  PID         -  CQ0477
 CQ0477  STATE/COUNTY-  LA/OUACHITA
 CQ0477  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0477
 CQ0477                         *CURRENT SURVEY CONTROL
 CQ0477  ___________________________________________________________________
 CQ0477* NAD 83(1986)-  32 25 02.     (N)    092 06 04.     (W)     SCALED    
 CQ0477* NAVD 88     -        20.16   (+/-2cm)      66.1    (feet)  VERTCON   
 CQ0477  ___________________________________________________________________
 CQ0477  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0477
 CQ0477  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0477
 CQ0477.The horizontal coordinates were scaled from a topographic map and have
 CQ0477.an estimated accuracy of +/- 6 seconds.
 CQ0477
 CQ0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0477.The vertical order pertains to the NGVD 29 superseded value.
 CQ0477
 CQ0477.The geoid height was determined by GEOID03.
 CQ0477
 CQ0477;                    North         East    Units  Estimated Accuracy
 CQ0477;SPC LA N     -   212,640.    1,037,520.      MT  (+/- 180 meters Scaled)
 CQ0477
 CQ0477                          SUPERSEDED SURVEY CONTROL
 CQ0477
 CQ0477  NGVD 29 (??/??/??)   20.195  (m)           66.26   (f) ADJUSTED    1 2
 CQ0477
 CQ0477.Superseded values are not recommended for survey control.
 CQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0477.See file dsdata.txt to determine how the superseded data were derived.
 CQ0477
 CQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR845870(NAD 83)
 CQ0477_MARKER: B = BOLT
 CQ0477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0477_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0477
 CQ0477  HISTORY     - Date     Condition        Report By
 CQ0477  HISTORY     - UNK      MONUMENTED       DOD
 CQ0477  HISTORY     - 1966     GOOD             CGS
 CQ0477  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0477
 CQ0477                          STATION DESCRIPTION
 CQ0477
 CQ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0477'6.85 MI S FROM MONROE.
 CQ0477'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0477'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0477'THENCE 2.2 MILES SOUTH ALONG U.S. HIGHWAY 165, IN SECTION 31, T 17 N,
 CQ0477'R 4 E, ABOUT 115 YARDS NORTH OF AN OVERPASS OVER THE NORTHBOUND
 CQ0477'TRAFFIC LANE OF THE HIGHWAY AND THE MISSOURI PACIFIC RAILROAD WITH THE
 CQ0477'OVERPASS LEADING NORTHEAST TO STATE HIGHWAY 15 AND INTERSTATE HIGHWAY
 CQ0477'20, 150 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND TRAFFIC LANE OF
 CQ0477'U.S. HIGHWAY 165, 37 FEET WEST OF THE WEST RAIL OF THE MISSOURI
 CQ0477'PACIFIC RAILROAD, 36 FEET NORTHWEST OF A TELEPHONE POLE BRACED BY 2
 CQ0477'GUY WIRES, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ0477'HIGHWAY, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, A COPPER BOLT SET
 CQ0477'IN THE TOP OF A CONCRETE SLAB ABOUT 3 1/2 FEET BELOW THE GROUND,
 CQ0477'ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP
 CQ0477'AND PROJECTING 6 INCHES.
 CQ0477
 CQ0477                          STATION RECOVERY (1990)
 CQ0477
 CQ0477'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0476 ***********************************************************************
 CQ0476  DESIGNATION -  H 23 5 CAP
 CQ0476  PID         -  CQ0476
 CQ0476  STATE/COUNTY-  LA/OUACHITA
 CQ0476  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0476
 CQ0476                         *CURRENT SURVEY CONTROL
 CQ0476  ___________________________________________________________________
 CQ0476* NAD 83(1986)-  32 25 02.     (N)    092 06 04.     (W)     SCALED    
 CQ0476* NAVD 88     -        21.40   (+/-2cm)      70.2    (feet)  VERTCON   
 CQ0476  ___________________________________________________________________
 CQ0476  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0476
 CQ0476  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0476
 CQ0476.The horizontal coordinates were scaled from a topographic map and have
 CQ0476.an estimated accuracy of +/- 6 seconds.
 CQ0476
 CQ0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0476.The vertical order pertains to the NGVD 29 superseded value.
 CQ0476
 CQ0476.The geoid height was determined by GEOID03.
 CQ0476
 CQ0476;                    North         East    Units  Estimated Accuracy
 CQ0476;SPC LA N     -   212,640.    1,037,520.      MT  (+/- 180 meters Scaled)
 CQ0476
 CQ0476                          SUPERSEDED SURVEY CONTROL
 CQ0476
 CQ0476  NGVD 29 (??/??/??)   21.439  (m)           70.34   (f) ADJUSTED    1 2
 CQ0476
 CQ0476.Superseded values are not recommended for survey control.
 CQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0476.See file dsdata.txt to determine how the superseded data were derived.
 CQ0476
 CQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR845870(NAD 83)
 CQ0476_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0476_STAMPING: H-23-5
 CQ0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0476
 CQ0476  HISTORY     - Date     Condition        Report By
 CQ0476  HISTORY     - UNK      MONUMENTED       DOD
 CQ0476  HISTORY     - 1966     GOOD             CGS
 CQ0476
 CQ0476                          STATION DESCRIPTION
 CQ0476
 CQ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0476'6.85 MI S FROM MONROE.
 CQ0476'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0476'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0476'THENCE 2.2 MILES SOUTH ALONG U.S. HIGHWAY 165, IN SECTION 31, T 17 N,
 CQ0476'R 4 E, ABOUT 115 YARDS NORTH OF AN OVERPASS OVER THE NORTHBOUND
 CQ0476'TRAFFIC LANE OF THE HIGHWAY AND THE MISSOURI PACIFIC RAILROAD WITH THE
 CQ0476'OVERPASS LEADING NORTHEAST TO STATE HIGHWAY 15 AND INTERSTATE HIGHWAY
 CQ0476'20, 150 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND TRAFFIC LANE OF
 CQ0476'U.S. HIGHWAY 165, 37 FEET WEST OF THE WEST RAIL OF THE MISSOURI
 CQ0476'PACIFIC RAILROAD, 36 FEET NORTHWEST OF A TELEPHONE POLE BRACED BY 2
 CQ0476'GUY WIRES, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ0476'HIGHWAY, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, A 3-INCH IRON PIPE
 CQ0476'BEARING A BRASS CAP AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0474 ***********************************************************************
 CQ0474  DESIGNATION -  H 23 6 BOLT RESET
 CQ0474  PID         -  CQ0474
 CQ0474  STATE/COUNTY-  LA/OUACHITA
 CQ0474  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0474
 CQ0474                         *CURRENT SURVEY CONTROL
 CQ0474  ___________________________________________________________________
 CQ0474* NAD 83(1986)-  32 24 55.     (N)    092 06 04.     (W)     SCALED    
 CQ0474* NAVD 88     -        20.55   (+/-2cm)      67.4    (feet)  VERTCON   
 CQ0474  ___________________________________________________________________
 CQ0474  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0474
 CQ0474  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0474
 CQ0474.The horizontal coordinates were scaled from a topographic map and have
 CQ0474.an estimated accuracy of +/- 6 seconds.
 CQ0474
 CQ0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0474.The vertical order pertains to the NGVD 29 superseded value.
 CQ0474
 CQ0474.The geoid height was determined by GEOID03.
 CQ0474
 CQ0474;                    North         East    Units  Estimated Accuracy
 CQ0474;SPC LA N     -   212,430.    1,037,520.      MT  (+/- 180 meters Scaled)
 CQ0474
 CQ0474                          SUPERSEDED SURVEY CONTROL
 CQ0474
 CQ0474  NGVD 29 (??/??/??)   20.590  (m)           67.55   (f) ADJUSTED    1 2
 CQ0474
 CQ0474.Superseded values are not recommended for survey control.
 CQ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0474.See file dsdata.txt to determine how the superseded data were derived.
 CQ0474
 CQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR845868(NAD 83)
 CQ0474_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0474_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0474
 CQ0474  HISTORY     - Date     Condition        Report By
 CQ0474  HISTORY     - 1960     MONUMENTED       DOD
 CQ0474  HISTORY     - 1966     GOOD             CGS
 CQ0474
 CQ0474                          STATION DESCRIPTION
 CQ0474
 CQ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0474'6.95 MI S FROM MONROE.
 CQ0474'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0474'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0474'THENCE 2.3 MILES SOUTH ALONG U. S. HIGHWAY 165, IN SECTION 31, T 17 N,
 CQ0474'R 4 E, ABOUT 95 YARDS SOUTH OF AN OVERPASS OVER THE NORTHBOUND TRAFFIC
 CQ0474'LANE OF THE HIGHWAY AND THE MISSOURI PACIFIC RAILROAD WITH THE
 CQ0474'OVERPASS LEADING NORTHEAST TO STATE HIGHWAY 15 AND INTERSTATE HIGHWAY
 CQ0474'20, 39 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND TRAFFIC LANE OF
 CQ0474'THE HIGHWAY, 49 FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 CQ0474'RAILROAD, 38 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 CQ0474'EAST, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 CQ0474'LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 CQ0474'ABOUT 4 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH
 CQ0474'IRON PIPE WHICH BEARS A BRASS CAP AND IS ABOUT LEVEL WITH THE TOP OF
 CQ0474'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0473 ***********************************************************************
 CQ0473  DESIGNATION -  H 23 6 CAP RESET
 CQ0473  PID         -  CQ0473
 CQ0473  STATE/COUNTY-  LA/OUACHITA
 CQ0473  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0473
 CQ0473                         *CURRENT SURVEY CONTROL
 CQ0473  ___________________________________________________________________
 CQ0473* NAD 83(1986)-  32 24 55.     (N)    092 06 04.     (W)     SCALED    
 CQ0473* NAVD 88     -        21.77   (+/-2cm)      71.4    (feet)  VERTCON   
 CQ0473  ___________________________________________________________________
 CQ0473  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0473
 CQ0473  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0473
 CQ0473.The horizontal coordinates were scaled from a topographic map and have
 CQ0473.an estimated accuracy of +/- 6 seconds.
 CQ0473
 CQ0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0473.The vertical order pertains to the NGVD 29 superseded value.
 CQ0473
 CQ0473.The geoid height was determined by GEOID03.
 CQ0473
 CQ0473;                    North         East    Units  Estimated Accuracy
 CQ0473;SPC LA N     -   212,430.    1,037,520.      MT  (+/- 180 meters Scaled)
 CQ0473
 CQ0473                          SUPERSEDED SURVEY CONTROL
 CQ0473
 CQ0473  NGVD 29 (??/??/??)   21.809  (m)           71.55   (f) ADJUSTED    1 2
 CQ0473
 CQ0473.Superseded values are not recommended for survey control.
 CQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0473.See file dsdata.txt to determine how the superseded data were derived.
 CQ0473
 CQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR845868(NAD 83)
 CQ0473_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0473_STAMPING: H-23-6 RESET 1960
 CQ0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0473
 CQ0473  HISTORY     - Date     Condition        Report By
 CQ0473  HISTORY     - 1960     MONUMENTED       DOD
 CQ0473  HISTORY     - 1966     GOOD             CGS
 CQ0473
 CQ0473                          STATION DESCRIPTION
 CQ0473
 CQ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0473'6.95 MI S FROM MONROE.
 CQ0473'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0473'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0473'THENCE 2.3 MILES SOUTH ALONG U. S. HIGHWAY 165, IN SECTION 31, T 17 N,
 CQ0473'R 4 E, ABOUT 95 YARDS SOUTH OF AN OVERPASS OVER THE NORTHBOUND TRAFFIC
 CQ0473'LANE OF THE HIGHWAY AND THE MISSOURI PACIFIC RAILROAD WITH THE
 CQ0473'OVERPASS LEADING NORTHEAST TO STATE HIGHWAY 15 AND INTERSTATE HIGHWAY
 CQ0473'20, 39 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND TRAFFIC LANE OF
 CQ0473'THE HIGHWAY, 49 FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 CQ0473'RAILROAD, 38 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 CQ0473'EAST, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 CQ0473'LEVEL OF THE HIGHWAY.  A 3-INCH IRON PIPE WHICH BEARS A BRASS CAP AND
 CQ0473'IS ABOUT LEVEL WITH THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0652 ***********************************************************************
 BX0652  DESIGNATION -  H 230
 BX0652  PID         -  BX0652
 BX0652  STATE/COUNTY-  LA/RAPIDES
 BX0652  USGS QUAD   -  BALL (1993)
 BX0652
 BX0652                         *CURRENT SURVEY CONTROL
 BX0652  ___________________________________________________________________
 BX0652* NAD 83(1986)-  31 25 23.     (N)    092 24 38.     (W)     SCALED    
 BX0652* NAVD 88     -        61.49   (+/-2cm)     201.7    (feet)  VERTCON   
 BX0652  ___________________________________________________________________
 BX0652  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX0652
 BX0652  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0652
 BX0652.The horizontal coordinates were scaled from a topographic map and have
 BX0652.an estimated accuracy of +/- 6 seconds.
 BX0652
 BX0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0652.The vertical order pertains to the NGVD 29 superseded value.
 BX0652
 BX0652.The geoid height was determined by GEOID03.
 BX0652
 BX0652;                    North         East    Units  Estimated Accuracy
 BX0652;SPC LA N     -   102,350.    1,008,500.      MT  (+/- 180 meters Scaled)
 BX0652
 BX0652                          SUPERSEDED SURVEY CONTROL
 BX0652
 BX0652  NGVD 29 (??/??/??)   61.473  (m)          201.68   (f) ADJUSTED    1 2
 BX0652
 BX0652.Superseded values are not recommended for survey control.
 BX0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0652.See file dsdata.txt to determine how the superseded data were derived.
 BX0652
 BX0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ560766(NAD 83)
 BX0652_MARKER: DB = BENCH MARK DISK
 BX0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0652_STAMPING: H 230 1965
 BX0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0652+STABILITY: SURFACE MOTION
 BX0652
 BX0652  HISTORY     - Date     Condition        Report By
 BX0652  HISTORY     - 1965     MONUMENTED       CGS
 BX0652  HISTORY     - 1966     GOOD             CGS
 BX0652  HISTORY     - 19990424 GOOD             USPSQD
 BX0652  HISTORY     - 20041116 POOR             USPSQD
 BX0652
 BX0652                          STATION DESCRIPTION
 BX0652
 BX0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0652'7.5 MI S FROM POLLOCK.
 BX0652'ABOUT 7.5 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0652'POLLOCK, OR ABOUT 3.55 NORTH ALONG U.S. HIGHWAY 165 (BUSINESS ROUTE)
 BX0652'FROM THE POST OFFICE AT PINEVILLE, THENCE 4.35 MILES NORTH ALONG U.S.
 BX0652'HIGHWAY BYPASS, 0.95 MILE SOUTH OF GRANT-RAIDES PARISH LINE, 60 1/2
 BX0652'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET NORTH OF A
 BX0652'POWER POLE SUPPORTING A TRANSFORMER, 1 1/2 FEET WEST OF A FENCE, 1.5
 BX0652'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BX0652'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BX0652
 BX0652                          STATION RECOVERY (1999)
 BX0652
 BX0652'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0652'RECOVERED IN GOOD CONDITION.
 BX0652
 BX0652                          STATION RECOVERY (2004)
 BX0652
 BX0652'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0652'MARKER DISC NO LONGER EXISTS BUT STEM IS STILL PRESENT IN CONCRETE AND
 BX0652'SITE CONTINUES TO BE USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0095 ***********************************************************************
 BX0095  DESIGNATION -  H 232
 BX0095  PID         -  BX0095
 BX0095  STATE/COUNTY-  LA/LA SALLE
 BX0095  USGS QUAD   -  TULLOS (1984)
 BX0095
 BX0095                         *CURRENT SURVEY CONTROL
 BX0095  ___________________________________________________________________
 BX0095* NAD 83(1986)-  31 52 30.     (N)    092 17 16.     (W)     SCALED    
 BX0095* NAVD 88     -        35.52   (+/-2cm)     116.5    (feet)  VERTCON   
 BX0095  ___________________________________________________________________
 BX0095  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0095
 BX0095  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0095
 BX0095.The horizontal coordinates were scaled from a topographic map and have
 BX0095.an estimated accuracy of +/- 6 seconds.
 BX0095
 BX0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0095.The vertical order pertains to the NGVD 29 superseded value.
 BX0095
 BX0095.The geoid height was determined by GEOID03.
 BX0095
 BX0095;                    North         East    Units  Estimated Accuracy
 BX0095;SPC LA N     -   152,470.    1,020,080.      MT  (+/- 180 meters Scaled)
 BX0095
 BX0095                          SUPERSEDED SURVEY CONTROL
 BX0095
 BX0095  NGVD 29 (??/??/??)   35.538  (m)          116.59   (f) ADJUSTED    1 2
 BX0095
 BX0095.Superseded values are not recommended for survey control.
 BX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0095.See file dsdata.txt to determine how the superseded data were derived.
 BX0095
 BX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR673268(NAD 83)
 BX0095_MARKER: DB = BENCH MARK DISK
 BX0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0095_STAMPING: H 232 1965
 BX0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0095+STABILITY: SURFACE MOTION
 BX0095
 BX0095  HISTORY     - Date     Condition        Report By
 BX0095  HISTORY     - 1965     MONUMENTED       CGS
 BX0095
 BX0095                          STATION DESCRIPTION
 BX0095
 BX0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0095'1.1 MI NE FROM URANIA.
 BX0095'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX0095'PACIFIC RAILROAD STATION AT URANIA, IN SECTION 5, T 11 N, R 2 E, 139
 BX0095'FEET SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD LEADING
 BX0095'NORTHWEST, 268 FEET SOUTHWEST OF A POWER POLE IN THE CENTER OF A
 BX0095'TRIANGLE FORMED BY A ROAD JUNCTION, 69 FEET NORTHWEST OF THE CENTER OF
 BX0095'A STEEL CATTLE GUARD, 2 FEET NORTHEAST OF A FENCE, ABOUT 2 FEET ABOVE
 BX0095'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0095'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1300 ***********************************************************************
 AU1300  DESIGNATION -  H 233
 AU1300  PID         -  AU1300
 AU1300  STATE/COUNTY-  LA/TERREBONNE
 AU1300  USGS QUAD   -  MONTEGUT (1994)
 AU1300
 AU1300                         *CURRENT SURVEY CONTROL
 AU1300  ___________________________________________________________________
 AU1300* NAD 83(1992)-  29 29 27.37476(N)    090 34 24.62537(W)     ADJUSTED  
 AU1300* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU1300  **This station is located in a subsidence area (see below).
 AU1300  ___________________________________________________________________
 AU1300  X           -     -55,614.657 (meters)                     COMP
 AU1300  Y           -  -5,555,953.845 (meters)                     COMP
 AU1300  Z           -   3,121,368.338 (meters)                     COMP
 AU1300  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU1300  ELLIP HEIGHT-         -24.49  (meters)          (02/21/02) GPS OBS
 AU1300  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AU1300  DYNAMIC HT  -           0.6   (meters)       2.    (feet)  COMP
 AU1300  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 AU1300
 AU1300  HORZ ORDER  -  FIRST
 AU1300  VERT ORDER  -  THIRD (See Below)
 AU1300  ELLP ORDER  -  FIFTH     CLASS I
 AU1300
 AU1300.The horizontal coordinates were established by GPS observations
 AU1300.and adjusted by the National Geodetic Survey in December 1998..
 AU1300
 AU1300 ** The orthometric height has not been validated since last determined
 AU1300 ** by differential leveling and should not be used for control purposes.
 AU1300 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1300 ** area with valid NAVD 88 orthometric heights.
 AU1300 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1300 ** epoch indicated which incorporates improved geoid heights for the
 AU1300 ** Southern Louisiana Subsidence area.
 AU1300 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1300.The orthometric height was scaled from a topographic map.
 AU1300.The vertical order pertains to the first NAVD 88 superseded value.
 AU1300
 AU1300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1300
 AU1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1300
 AU1300.The ellipsoidal height was determined by GPS observations
 AU1300.and is referenced to NAD 83.
 AU1300
 AU1300.The geoid height was determined by GEOID03.
 AU1300
 AU1300.The dynamic height is computed by dividing the NAVD 88
 AU1300.geopotential number by the normal gravity value computed on the
 AU1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1300.degrees latitude (g = 980.6199 gals.).
 AU1300
 AU1300.The modeled gravity was interpolated from observed gravity values.
 AU1300
 AU1300;                    North         East     Units Scale Factor Converg.
 AU1300;SPC LA S     -   110,085.495 1,073,680.978   MT  0.99996508   +0 22 47.7
 AU1300;SPC LA S     -   361,172.16  3,522,568.34   sFT  0.99996508   +0 22 47.7
 AU1300;UTM  15      - 3,264,832.516   735,251.333   MT  1.00028293   +1 11 42.3
 AU1300
 AU1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1300!SPC LA S     -   1.00000385  x   0.99996508  =   0.99996893
 AU1300!UTM  15      -   1.00000385  x   1.00028293  =   1.00028678
 AU1300
 AU1300                          SUPERSEDED SURVEY CONTROL
 AU1300
 AU1300  ELLIP H (12/17/98)  -24.45   (m)                       GP(       ) 4 2
 AU1300  NAVD 88 (12/17/98)    0.62   (m)            2.0    (f) LEVELING    3  
 AU1300  NGVD 29 (??/??/??)    0.653  (m)            2.14   (f) ADJUSTED    1 2
 AU1300
 AU1300.Superseded values are not recommended for survey control.
 AU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1300.See file dsdata.txt to determine how the superseded data were derived.
 AU1300
 AU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3525164833(NAD 83)
 AU1300_MARKER: DB = BENCH MARK DISK
 AU1300_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AU1300_SP_SET: RETAINING WALL OR CONCRETE LEDGE
 AU1300_STAMPING: H 233 1965
 AU1300_MARK LOGO: CGS   
 AU1300_PROJECTION: FLUSH
 AU1300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1300+STABILITY: SURFACE MOTION
 AU1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1300+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1300
 AU1300  HISTORY     - Date     Condition        Report By
 AU1300  HISTORY     - 1965     MONUMENTED       CGS
 AU1300  HISTORY     - 1966     GOOD             CGS
 AU1300  HISTORY     - 19930608 GOOD             LADTD
 AU1300  HISTORY     - 19950103 GOOD             MPHI
 AU1300
 AU1300                          STATION DESCRIPTION
 AU1300
 AU1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1300'2.55 MI N FROM CHAUVIN.
 AU1300'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH
 AU1300'CHURCH AT CHAUVIN, IN FRACTIONAL SECTION 48, T 18 S, R 18 E, ABOUT 300
 AU1300'FEET SOUTHWEST AND ACROSS BAYOU PETIT CAILLOU FROM A LARGE METAL
 AU1300'BUILDING, 30 FEET NORTHEAST OF THE CENTER LINE OF A CURVE IN THE
 AU1300'HIGHWAY, 25 1/2 FEET SOUTH OF A POWER POLE BRACED BY 2 GUY WIRES, AND
 AU1300'SET IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF A
 AU1300'CULVERT, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AU1300
 AU1300                          STATION RECOVERY (1966)
 AU1300
 AU1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AU1300'RECOVERED IN GOOD CONDITION.
 AU1300
 AU1300                          STATION RECOVERY (1993)
 AU1300
 AU1300'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1300'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF HOUMA AND
 AU1300'2.4 MI (3.9 KM) NORTHEAST OF CHAUVIN.  OWNERSHIP--LOUISIANA
 AU1300'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION
 AU1300'FROM THE ST. JOSEPH CHURCH IN CHAUVIN GO NORTH FOR 2.4 MI (3.9 KM)
 AU1300'ON STATE HIGHWAY 56 TO THE STATION ON THE RIGHT SET IN A HEADWALL
 AU1300'ABOUT 300 FT (91.4 M) SOUTHWEST AND ACROSS BAYOU PETIE CAILLOU FROM A
 AU1300'LARGE METAL BUILDING.  THE STATION IS 30.0 FT (9.1 M) EAST FROM THE
 AU1300'CENTER OF THE HIGHWAY, 22.5 FT (6.9 M) SOUTH-SOUTHWEST FROM A POWER
 AU1300'POLE BRACED BY THREE GUY WIRES, SET IN THE CENTER OF THE TOP OF THE
 AU1300'EAST CONCRETE HEADWALL OF A CULVERT UNDERT HIGHWAY 56, FLUSH WITH THE
 AU1300'HEADWALL AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF THE HIGHWAY.
 AU1300
 AU1300                          STATION RECOVERY (1995)
 AU1300
 AU1300'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1300'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0386 ***********************************************************************
 CQ0386  DESIGNATION -  H 234
 CQ0386  PID         -  CQ0386
 CQ0386  STATE/COUNTY-  LA/CALDWELL
 CQ0386  USGS QUAD   -  COLUMBIA (1989)
 CQ0386
 CQ0386                         *CURRENT SURVEY CONTROL
 CQ0386  ___________________________________________________________________
 CQ0386* NAD 83(1986)-  32 06 07.     (N)    092 04 48.     (W)     SCALED    
 CQ0386* NAVD 88     -        22.12   (+/-2cm)      72.6    (feet)  VERTCON   
 CQ0386  ___________________________________________________________________
 CQ0386  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0386
 CQ0386  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0386
 CQ0386.The horizontal coordinates were scaled from a topographic map and have
 CQ0386.an estimated accuracy of +/- 6 seconds.
 CQ0386
 CQ0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0386.The vertical order pertains to the NGVD 29 superseded value.
 CQ0386
 CQ0386.The geoid height was determined by GEOID03.
 CQ0386
 CQ0386;                    North         East    Units  Estimated Accuracy
 CQ0386;SPC LA N     -   177,690.    1,039,640.      MT  (+/- 180 meters Scaled)
 CQ0386
 CQ0386                          SUPERSEDED SURVEY CONTROL
 CQ0386
 CQ0386  NGVD 29 (??/??/??)   22.140  (m)           72.64   (f) ADJUSTED    1 2
 CQ0386
 CQ0386.Superseded values are not recommended for survey control.
 CQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0386.See file dsdata.txt to determine how the superseded data were derived.
 CQ0386
 CQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR868521(NAD 83)
 CQ0386_MARKER: DB = BENCH MARK DISK
 CQ0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0386_SP_SET: FOUNDATION
 CQ0386_STAMPING: H 234 1965
 CQ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0386+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 CQ0386
 CQ0386  HISTORY     - Date     Condition        Report By
 CQ0386  HISTORY     - 1965     MONUMENTED       CGS
 CQ0386  HISTORY     - 1966     GOOD             CGS
 CQ0386  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0386  HISTORY     - 1990     GOOD             USPSQD
 CQ0386  HISTORY     - 1991     GOOD             USPSQD
 CQ0386  HISTORY     - 20041116 GOOD             USPSQD
 CQ0386
 CQ0386                          STATION DESCRIPTION
 CQ0386
 CQ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0386'0.45 MI SW FROM COLUMBIA.
 CQ0386'ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST
 CQ0386'END OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 20,
 CQ0386'T 13 N, R 4 E, 50 FEET SOUTH OF THE CENTER OF THE JUNCTION OF PINE
 CQ0386'STREET, 38 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40
 CQ0386'FEET SOUTHWEST OF THE CENTER LINE OF THE STREET, SET IN THE CENTER OF
 CQ0386'THE TOP OF THE NORTH SIDE OF A CONCRETE FOUNDATION FOR A CATCH BASIN,
 CQ0386'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ0386
 CQ0386                          STATION RECOVERY (1985)
 CQ0386
 CQ0386'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0386'MARK NOT FOUND.
 CQ0386
 CQ0386                          STATION RECOVERY (1990)
 CQ0386
 CQ0386'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0386'RECOVERED IN GOOD CONDITION.
 CQ0386
 CQ0386                          STATION RECOVERY (1991)
 CQ0386
 CQ0386'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0386'RECOVERED IN GOOD CONDITION.
 CQ0386
 CQ0386                          STATION RECOVERY (2004)
 CQ0386
 CQ0386'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CQ0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0160 ***********************************************************************
 BJ0160  DESIGNATION -  H 235
 BJ0160  PID         -  BJ0160
 BJ0160  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0160  USGS QUAD   -  SIMMESPORT (1969)
 BJ0160
 BJ0160                         *CURRENT SURVEY CONTROL
 BJ0160  ___________________________________________________________________
 BJ0160* NAD 83(1986)-  30 55 26.     (N)    091 47 36.     (W)     SCALED    
 BJ0160* NAVD 88     -        12.860  (meters)      42.19   (feet)  ADJUSTED  
 BJ0160  ___________________________________________________________________
 BJ0160  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0160  DYNAMIC HT  -          12.844 (meters)      42.14  (feet)  COMP
 BJ0160  MODELED GRAV-     979,383.1   (mgal)                       NAVD 88
 BJ0160
 BJ0160  VERT ORDER  -  FIRST     CLASS I
 BJ0160
 BJ0160.The horizontal coordinates were scaled from a topographic map and have
 BJ0160.an estimated accuracy of +/- 6 seconds.
 BJ0160
 BJ0160.The orthometric height was determined by differential leveling
 BJ0160.and adjusted by the National Geodetic Survey in February 1994..
 BJ0160
 BJ0160.The geoid height was determined by GEOID03.
 BJ0160
 BJ0160.The dynamic height is computed by dividing the NAVD 88
 BJ0160.geopotential number by the normal gravity value computed on the
 BJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0160.degrees latitude (g = 980.6199 gals.).
 BJ0160
 BJ0160.The modeled gravity was interpolated from observed gravity values.
 BJ0160
 BJ0160;                    North         East    Units  Estimated Accuracy
 BJ0160;SPC LA S     -   268,770.      956,030.      MT  (+/- 180 meters Scaled)
 BJ0160
 BJ0160                          SUPERSEDED SURVEY CONTROL
 BJ0160
 BJ0160  NAVD 88 (06/15/91)   12.886  (m)           42.28   (f) UNKNOWN     1 1
 BJ0160  NGVD 29 (??/??/??)   12.845  (m)           42.14   (f) ADJUSTED    1 1
 BJ0160
 BJ0160.Superseded values are not recommended for survey control.
 BJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0160.See file dsdata.txt to determine how the superseded data were derived.
 BJ0160
 BJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ152217(NAD 83)
 BJ0160_MARKER: DB = BENCH MARK DISK
 BJ0160_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0160_SP_SET: 104 FEET
 BJ0160_STAMPING: H 235 1966
 BJ0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0160
 BJ0160  HISTORY     - Date     Condition        Report By
 BJ0160  HISTORY     - 1966     MONUMENTED       CGS
 BJ0160  HISTORY     - 1976     GOOD             NGS
 BJ0160
 BJ0160                          STATION DESCRIPTION
 BJ0160
 BJ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0160'4.55 MI S FROM SIMMESPORT.
 BJ0160'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ0160'SIMMESPORT, THENCE 3.75 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ0160'2, T 1 S, R 7 E, ABOUT 0.15 MILE NORTH OF A CURVE IN THE ROAD AND THE
 BJ0160'LEVEE, 71 FEET EAST OF THE CENTER LINE OF THE ROAD, 79 FEET SOUTH OF A
 BJ0160'LONE 12-INCH CEDAR TREE, 43 FEET WEST OF THE NORTHWEST CORNER OF A
 BJ0160'HOUSE, 9 FEET SOUTH OF THE CENTER OF A GATE, 2 1/2 FEET NORTHEAST OF A
 BJ0160'TELEPHONE POLE, 1 FOOT WEST OF A FENCE, ABOUT 3 1/2 FEET BELOW THE
 BJ0160'LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BJ0160'THAT IS DRIVEN TO A DEPTH OF 104 FEET AND IS ENCASED IN A 5-INCH CAST
 BJ0160'IRON PIPE WHICH PROJECTS 4 INCHES.
 BJ0160
 BJ0160                          STATION RECOVERY (1976)
 BJ0160
 BJ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0160'4.0 MILES SOUTH ALONG STATE HIGHWAY 417 FROM ITS JUNCTION WITH STATE
 BJ0160'HIGHWAY 418 AT SIMMESPORT, 70.5 FT EAST OF THE CENTER LINE OF THE
 BJ0160'HIGHWAY, 42.7 FT WEST OF THE NORTHWEST CORNER OF A HOUSE, 18.9 FT
 BJ0160'SOUTHWEST OF THE CENTER LINE OF A WIRE GATE LEADING TO A BARN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0548 ***********************************************************************
 BX0548  DESIGNATION -  H 236
 BX0548  PID         -  BX0548
 BX0548  STATE/COUNTY-  LA/LA SALLE
 BX0548  USGS QUAD   -  HOLLOWAY (1994)
 BX0548
 BX0548                         *CURRENT SURVEY CONTROL
 BX0548  ___________________________________________________________________
 BX0548* NAD 83(1986)-  31 26 38.     (N)    092 07 53.     (W)     SCALED    
 BX0548* NAVD 88     -        18.66   (+/-2cm)      61.2    (feet)  VERTCON   
 BX0548  ___________________________________________________________________
 BX0548  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX0548
 BX0548  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0548
 BX0548.The horizontal coordinates were scaled from a topographic map and have
 BX0548.an estimated accuracy of +/- 6 seconds.
 BX0548
 BX0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0548.The vertical order pertains to the NGVD 29 superseded value.
 BX0548
 BX0548.The geoid height was determined by GEOID03.
 BX0548
 BX0548;                    North         East    Units  Estimated Accuracy
 BX0548;SPC LA N     -   104,710.    1,035,040.      MT  (+/- 180 meters Scaled)
 BX0548
 BX0548                          SUPERSEDED SURVEY CONTROL
 BX0548
 BX0548  NGVD 29 (??/??/??)   18.638  (m)           61.15   (f) ADJUSTED    1 2
 BX0548
 BX0548.Superseded values are not recommended for survey control.
 BX0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0548.See file dsdata.txt to determine how the superseded data were derived.
 BX0548
 BX0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ825791(NAD 83)
 BX0548_MARKER: DB = BENCH MARK DISK
 BX0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0548_SP_SET: BRIDGE
 BX0548_STAMPING: H 236 1966
 BX0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0548
 BX0548  HISTORY     - Date     Condition        Report By
 BX0548  HISTORY     - 1966     MONUMENTED       CGS
 BX0548
 BX0548                          STATION DESCRIPTION
 BX0548
 BX0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0548'14.15 MI NE FROM LIBUSE.
 BX0548'ABOUT 14.15 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0548'OFFICE AT LIBUSE, IN SECTION 2, T 5 N, R 3 E, 21 FEET SOUTHEAST OF THE
 BX0548'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BX0548'NORTHEAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER SANDY BAYOU, AND
 BX0548'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0902 ***********************************************************************
 BX0902  DESIGNATION -  H 237
 BX0902  PID         -  BX0902
 BX0902  STATE/COUNTY-  LA/RAPIDES
 BX0902  USGS QUAD   -  ALEXANDRIA (1992)
 BX0902
 BX0902                         *CURRENT SURVEY CONTROL
 BX0902  ___________________________________________________________________
 BX0902* NAD 83(1986)-  31 15 56.     (N)    092 23 29.     (W)     SCALED    
 BX0902* NAVD 88     -        23.120  (meters)      75.85   (feet)  ADJUSTED  
 BX0902  ___________________________________________________________________
 BX0902  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX0902  DYNAMIC HT  -          23.091 (meters)      75.76  (feet)  COMP
 BX0902  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 BX0902
 BX0902  VERT ORDER  -  FIRST     CLASS I
 BX0902
 BX0902.The horizontal coordinates were scaled from a topographic map and have
 BX0902.an estimated accuracy of +/- 6 seconds.
 BX0902
 BX0902.The orthometric height was determined by differential leveling
 BX0902.and adjusted by the National Geodetic Survey in February 1994..
 BX0902
 BX0902.The geoid height was determined by GEOID03.
 BX0902
 BX0902.The dynamic height is computed by dividing the NAVD 88
 BX0902.geopotential number by the normal gravity value computed on the
 BX0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0902.degrees latitude (g = 980.6199 gals.).
 BX0902
 BX0902.The modeled gravity was interpolated from observed gravity values.
 BX0902
 BX0902;                    North         East    Units  Estimated Accuracy
 BX0902;SPC LA N     -    84,890.    1,010,340.      MT  (+/- 180 meters Scaled)
 BX0902
 BX0902                          SUPERSEDED SURVEY CONTROL
 BX0902
 BX0902  NAVD 88 (06/15/91)   23.120  (m)           75.85   (f) UNKNOWN     1 1
 BX0902  NGVD 29 (??/??/??)   23.104  (m)           75.80   (f) ADJUSTED    1 1
 BX0902
 BX0902.Superseded values are not recommended for survey control.
 BX0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0902.See file dsdata.txt to determine how the superseded data were derived.
 BX0902
 BX0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ579591(NAD 83)
 BX0902_MARKER: DB = BENCH MARK DISK
 BX0902_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0902_SP_SET: 83 FEET
 BX0902_STAMPING: H 237 1966
 BX0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0902
 BX0902  HISTORY     - Date     Condition        Report By
 BX0902  HISTORY     - 1966     MONUMENTED       CGS
 BX0902  HISTORY     - 1977     GOOD             NGS
 BX0902  HISTORY     - 19990424 GOOD             USPSQD
 BX0902
 BX0902                          STATION DESCRIPTION
 BX0902
 BX0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0902'4.7 MI SE FROM ALEXANDRIA.
 BX0902'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BX0902'ALEXANDRIA, IN SECTION 3, T 3 N, R 1 E, ON THE OUTSIDE OF A CURVE AND
 BX0902'78 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET EAST OF
 BX0902'THE SOUTHEAST END OF A CONCRETE HEAD WALL FOR A PIPE CULVERT
 BX0902'CONSTRUCTED IN 1946, 110 FEET NORTH OF A WOODEN BARRIER ACROSS AN
 BX0902'ABANDONED HIGHWAY, 12 1/2 FEET WEST OF THE CENTER LINE OF AN ABANDONED
 BX0902'PAVED ROAD, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BX0902'THE ABANDONED PAVED ROAD, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 BX0902'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BX0902'DRIVEN TO A DEPTH OF 83 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 BX0902'WHICH PROJECTS 5 INCHES.
 BX0902
 BX0902                          STATION RECOVERY (1977)
 BX0902
 BX0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0902'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CITY
 BX0902'HALL AT ALEXANDRIA, IN SECTION 3, T3N, R1E, ON THE OUTSIDE OF
 BX0902'A CURVE AND 79 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BX0902'57 FEET EAST OF THE SOUTHEAST END OF A CONCRETE HEADWALL FOR A
 BX0902'PIPE CULVERT, 110 FEET NORTH OF A WOODEN BARRIER ACROSS AN
 BX0902'ABANDONED HIGHWAY, 12.6 FEET WEST OF THE CENTER LINE OF AN
 BX0902'ABANDONED ROAD.
 BX0902
 BX0902                          STATION RECOVERY (1999)
 BX0902
 BX0902'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0862 ***********************************************************************
 BX0862  DESIGNATION -  H 238
 BX0862  PID         -  BX0862
 BX0862  STATE/COUNTY-  LA/AVOYELLES
 BX0862  USGS QUAD   -  BELLE D'EAU (1983)
 BX0862
 BX0862                         *CURRENT SURVEY CONTROL
 BX0862  ___________________________________________________________________
 BX0862* NAD 83(1986)-  31 06 35.     (N)    092 13 49.     (W)     SCALED    
 BX0862* NAVD 88     -        19.555  (meters)      64.16   (feet)  ADJUSTED  
 BX0862  ___________________________________________________________________
 BX0862  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX0862  DYNAMIC HT  -          19.530 (meters)      64.07  (feet)  COMP
 BX0862  MODELED GRAV-     979,389.4   (mgal)                       NAVD 88
 BX0862
 BX0862  VERT ORDER  -  FIRST     CLASS I
 BX0862
 BX0862.The horizontal coordinates were scaled from a topographic map and have
 BX0862.an estimated accuracy of +/- 6 seconds.
 BX0862
 BX0862.The orthometric height was determined by differential leveling
 BX0862.and adjusted by the National Geodetic Survey in February 1994..
 BX0862
 BX0862.The geoid height was determined by GEOID03.
 BX0862
 BX0862.The dynamic height is computed by dividing the NAVD 88
 BX0862.geopotential number by the normal gravity value computed on the
 BX0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0862.degrees latitude (g = 980.6199 gals.).
 BX0862
 BX0862.The modeled gravity was interpolated from observed gravity values.
 BX0862
 BX0862;                    North         East    Units  Estimated Accuracy
 BX0862;SPC LA N     -    67,640.    1,025,730.      MT  (+/- 180 meters Scaled)
 BX0862
 BX0862                          SUPERSEDED SURVEY CONTROL
 BX0862
 BX0862  NAVD 88 (06/15/91)   19.559  (m)           64.17   (f) UNKNOWN     1 1
 BX0862  NGVD 29 (??/??/??)   19.528  (m)           64.07   (f) ADJUSTED    1 1
 BX0862
 BX0862.Superseded values are not recommended for survey control.
 BX0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0862.See file dsdata.txt to determine how the superseded data were derived.
 BX0862
 BX0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ733420(NAD 83)
 BX0862_MARKER: DB = BENCH MARK DISK
 BX0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0862_STAMPING: H 238 1966
 BX0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0862+STABILITY: SURFACE MOTION
 BX0862
 BX0862  HISTORY     - Date     Condition        Report By
 BX0862  HISTORY     - 1966     MONUMENTED       CGS
 BX0862  HISTORY     - 1977     GOOD             NGS
 BX0862
 BX0862                          STATION DESCRIPTION
 BX0862
 BX0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0862'0.65 MI E FROM ECHO.
 BX0862'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0862'ECHO, IN SECTION 36, T 2 N, R 3 E, 187 FEET EAST OF THE
 BX0862'RAPIDES-AVOYELLES PARISH LINE, 72 1/2 FEET SOUTH OF THE CENTER LINE OF
 BX0862'THE HIGHWAY, 77 1/2 FEET WEST-NORTHWEST OF THE RESIDENCE OF KIRDEY J.
 BX0862'LACHNEY, 10 FEET EAST OF A LONE 6-INCH CEDAR TREE, 1 FOOT NORTH OF A
 BX0862'FENCE, ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 BX0862'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX0862
 BX0862                          STATION RECOVERY (1977)
 BX0862
 BX0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0679 ***********************************************************************
 BX0679  DESIGNATION -  H 239
 BX0679  PID         -  BX0679
 BX0679  STATE/COUNTY-  LA/RAPIDES
 BX0679  USGS QUAD   -  ALEXANDRIA (1992)
 BX0679
 BX0679                         *CURRENT SURVEY CONTROL
 BX0679  ___________________________________________________________________
 BX0679* NAD 83(1986)-  31 20 40.     (N)    092 26 35.     (W)     SCALED    
 BX0679* NAVD 88     -        29.91   (+/-2cm)      98.1    (feet)  VERTCON   
 BX0679  ___________________________________________________________________
 BX0679  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX0679
 BX0679  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0679
 BX0679.This mark is at Pineville Airport (9LA6)
 BX0679
 BX0679.The horizontal coordinates were scaled from a topographic map and have
 BX0679.an estimated accuracy of +/- 6 seconds.
 BX0679
 BX0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0679.The vertical order pertains to the NGVD 29 superseded value.
 BX0679
 BX0679.The geoid height was determined by GEOID03.
 BX0679
 BX0679;                    North         East    Units  Estimated Accuracy
 BX0679;SPC LA N     -    93,630.    1,005,420.      MT  (+/- 180 meters Scaled)
 BX0679
 BX0679                          SUPERSEDED SURVEY CONTROL
 BX0679
 BX0679  NGVD 29 (??/??/??)   29.895  (m)           98.08   (f) ADJUSTED    1 2
 BX0679
 BX0679.Superseded values are not recommended for survey control.
 BX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0679.See file dsdata.txt to determine how the superseded data were derived.
 BX0679
 BX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ529679(NAD 83)
 BX0679_MARKER: DB = BENCH MARK DISK
 BX0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0679_SP_SET: FOUNDATION
 BX0679_STAMPING: H 239 1966
 BX0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0679
 BX0679  HISTORY     - Date     Condition        Report By
 BX0679  HISTORY     - 1966     MONUMENTED       CGS
 BX0679  HISTORY     - 1977     GOOD             NGS
 BX0679
 BX0679                          STATION DESCRIPTION
 BX0679
 BX0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0679'4.4 MI N FROM ALEXANDRIA.
 BX0679'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0679'ALEXANDRIA, THENCE 1.55 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0679'RAILROAD, THENCE 2.25 MILES NORTHEAST ALONG THE MISSOURI PACIFIC
 BX0679'RAILROAD, THENCE 0.15 MILE SOUTHEAST ACROSS A PAVED RUNWAY AT THE
 BX0679'BUHLOW LAKE AIRPORT, IN SECTION 2, T 4 N, R 1 W, AT THE NORTHWEST
 BX0679'CORNER OF THE MOST NORTHEASTERLY HANGAR AT THE AIRPORT, 25 FEET EAST
 BX0679'OF THE CENTER LINE OF A GRAVELED ROAD, 214 FEET FROM THE 3,000 FOOT
 BX0679'MARKER IN THE CENTER LINE OF A NORTH-SOUTH RUNWAY, 10 FEET NORTH OF
 BX0679'THE NORTHWEST CORNER OF THE METAL HANGAR, SET IN THE TOP OF THE NORTH
 BX0679'END OF A CONCRETE FOUNDATION SUPPORTING A TRACK FOR SLIDING DOORS, 8
 BX0679'INCHES WEST OF A STEEL BEAM, AND ABOUT 2 INCHES ABOVE THE GROUND.
 BX0679
 BX0679                          STATION RECOVERY (1977)
 BX0679
 BX0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1229 ***********************************************************************
 CP1229  DESIGNATION -  H 24
 CP1229  PID         -  CP1229
 CP1229  STATE/COUNTY-  LA/WEST CARROLL
 CP1229  USGS QUAD   -  OAK GROVE (1988)
 CP1229
 CP1229                         *CURRENT SURVEY CONTROL
 CP1229  ___________________________________________________________________
 CP1229* NAD 83(1986)-  32 49 51.     (N)    091 26 25.     (W)     SCALED    
 CP1229* NAVD 88     -        31.419  (meters)     103.08   (feet)  ADJUSTED  
 CP1229  ___________________________________________________________________
 CP1229  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1229  DYNAMIC HT  -          31.385 (meters)     102.97  (feet)  COMP
 CP1229  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 CP1229
 CP1229  VERT ORDER  -  SECOND    CLASS 0
 CP1229
 CP1229.The horizontal coordinates were scaled from a topographic map and have
 CP1229.an estimated accuracy of +/- 6 seconds.
 CP1229
 CP1229.The orthometric height was determined by differential leveling
 CP1229.and adjusted by the National Geodetic Survey in June 1991..
 CP1229
 CP1229.The geoid height was determined by GEOID03.
 CP1229
 CP1229.The dynamic height is computed by dividing the NAVD 88
 CP1229.geopotential number by the normal gravity value computed on the
 CP1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1229.degrees latitude (g = 980.6199 gals.).
 CP1229
 CP1229.The modeled gravity was interpolated from observed gravity values.
 CP1229
 CP1229;                    North         East    Units  Estimated Accuracy
 CP1229;SPC LA N     -   258,930.    1,099,230.      MT  (+/- 180 meters Scaled)
 CP1229
 CP1229                          SUPERSEDED SURVEY CONTROL
 CP1229
 CP1229  NGVD 29 (??/??/92)   31.484  (m)          103.29   (f) ADJ UNCH    2 0
 CP1229
 CP1229.Superseded values are not recommended for survey control.
 CP1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1229.See file dsdata.txt to determine how the superseded data were derived.
 CP1229
 CP1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS459336(NAD 83)
 CP1229_MARKER: DB = BENCH MARK DISK
 CP1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1229_STAMPING: H-24 1935
 CP1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1229+STABILITY: SURFACE MOTION
 CP1229
 CP1229  HISTORY     - Date     Condition        Report By
 CP1229  HISTORY     - 1935     MONUMENTED       CGS
 CP1229  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1229
 CP1229                          STATION DESCRIPTION
 CP1229
 CP1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1229'3.7 MI W FROM OAK GROVE.
 CP1229'3.7 MILES WEST OF, ALONG ST. HWY. 11, FROM HIGH SCHOOL.  DIAGONALLY
 CP1229'ACROSS INTERSECTION FROM W. A. LUTRELL SERVICE STATION AND STORE. 129
 CP1229'FEET WEST OF WEST END OF LUTTRELL AND SON COTTON GIN.  69.8 FEET EAST
 CP1229'OF EAST SIDE OF TIN BARN AT NORTHWEST CORNER OF INTERSECTION. 49 FEET
 CP1229'EAST OF CENTERLINE OF CROSS ROAD.  41 FEET NORTH OF CENTERLINE OF ST.
 CP1229'HWY. 11.  21.9 FEET SOUTHEAST OF CENTERLINE OF GATEWAY. 1.5 FT. NORTH
 CP1229'OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 CP1229
 CP1229                          STATION RECOVERY (1982)
 CP1229
 CP1229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0509 ***********************************************************************
 CQ0509  DESIGNATION -  H 24 10 RESET
 CQ0509  PID         -  CQ0509
 CQ0509  STATE/COUNTY-  LA/CALDWELL
 CQ0509  USGS QUAD   -  COLUMBIA (1989)
 CQ0509
 CQ0509                         *CURRENT SURVEY CONTROL
 CQ0509  ___________________________________________________________________
 CQ0509* NAD 83(1986)-  32 05 31.     (N)    092 02 18.     (W)     SCALED    
 CQ0509* NAVD 88     -        19.67   (+/-2cm)      64.5    (feet)  VERTCON   
 CQ0509  ___________________________________________________________________
 CQ0509  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0509
 CQ0509  VERT ORDER  -  THIRD (See Below)
 CQ0509
 CQ0509.The horizontal coordinates were scaled from a topographic map and have
 CQ0509.an estimated accuracy of +/- 6 seconds.
 CQ0509
 CQ0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0509.The vertical order pertains to the NGVD 29 superseded value.
 CQ0509
 CQ0509.The geoid height was determined by GEOID03.
 CQ0509
 CQ0509;                    North         East    Units  Estimated Accuracy
 CQ0509;SPC LA N     -   176,600.    1,043,580.      MT  (+/- 180 meters Scaled)
 CQ0509
 CQ0509                          SUPERSEDED SURVEY CONTROL
 CQ0509
 CQ0509  NGVD 29 (??/??/??)   19.70   (m)           64.6    (f) RESET       3  
 CQ0509
 CQ0509.Superseded values are not recommended for survey control.
 CQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0509.See file dsdata.txt to determine how the superseded data were derived.
 CQ0509
 CQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR907510(NAD 83)
 CQ0509_MARKER: DB = BENCH MARK DISK
 CQ0509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0509_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0509
 CQ0509  HISTORY     - Date     Condition        Report By
 CQ0509  HISTORY     - 1971     MONUMENTED       NGS
 CQ0509  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0509
 CQ0509                          STATION DESCRIPTION
 CQ0509
 CQ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0509'3.65 MI SE FROM COLUMBIA.
 CQ0509'ABOUT 0.6 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTH END OF THE
 CQ0509'BRIDGE OVER THE OUACHATIA RIVER IN COLUMBIA, THENCE 3.4 MILES
 CQ0509'SOUTHEAST ALONG STATE HIGHWAY 4, IN SEC. 26, T 13 N, R 4 E, AND ABOUT
 CQ0509'114 YARDS EAST OF A LEVEE IN THE RIGHT-OF-WAY FENCE LINE, 45 FEET WEST
 CQ0509'OF THE CENTER OF THE HIGHWAY, 25 FEET NORTH OF A 10-INCH OAK TREE, 103
 CQ0509'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE OWNED BY ORIER P.
 CQ0509'CURRY, 57 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE
 CQ0509'HOUSE, 22 FEET SOUTH OF A T FENCE CORNER, 33 FEET NORTH OF THE NORTH
 CQ0509'END OF A METAL GATE, 46 FEET EAST OF A 2-FOOT SWEET GUM TREE AND 1
 CQ0509'FOOT SOUTH OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED
 CQ0509'ON A 4 FOOT SECTION OF COPPER WELD ROD FASTENED TO A 10-INCH SQUARE
 CQ0509'IRON PLATE, ENCASED IN A 4 INCH ORANGEBURG PIPE, PROJECTING 4 INCHES.
 CQ0509
 CQ0509                          STATION RECOVERY (1990)
 CQ0509
 CQ0509'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0402 ***********************************************************************
 CQ0402  DESIGNATION -  H 24 11 BOLT
 CQ0402  PID         -  CQ0402
 CQ0402  STATE/COUNTY-  LA/CALDWELL
 CQ0402  USGS QUAD   -  RIVERTON (1989)
 CQ0402
 CQ0402                         *CURRENT SURVEY CONTROL
 CQ0402  ___________________________________________________________________
 CQ0402* NAD 83(1986)-  32 09 06.     (N)    092 05 17.     (W)     SCALED    
 CQ0402* NAVD 88     -        18.57   (+/-2cm)      60.9    (feet)  VERTCON   
 CQ0402  ___________________________________________________________________
 CQ0402  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0402
 CQ0402  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0402
 CQ0402.The horizontal coordinates were scaled from a topographic map and have
 CQ0402.an estimated accuracy of +/- 6 seconds.
 CQ0402
 CQ0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0402.The vertical order pertains to the NGVD 29 superseded value.
 CQ0402
 CQ0402.The geoid height was determined by GEOID03.
 CQ0402
 CQ0402;                    North         East    Units  Estimated Accuracy
 CQ0402;SPC LA N     -   183,200.    1,038,860.      MT  (+/- 180 meters Scaled)
 CQ0402
 CQ0402                          SUPERSEDED SURVEY CONTROL
 CQ0402
 CQ0402  NGVD 29 (??/??/??)   18.593  (m)           61.00   (f) ADJUSTED    1 2
 CQ0402
 CQ0402.Superseded values are not recommended for survey control.
 CQ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0402.See file dsdata.txt to determine how the superseded data were derived.
 CQ0402
 CQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR859576(NAD 83)
 CQ0402_MARKER: B = BOLT
 CQ0402_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0402_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0402
 CQ0402  HISTORY     - Date     Condition        Report By
 CQ0402  HISTORY     - 1930     MONUMENTED       DOD
 CQ0402  HISTORY     - 1966     GOOD             CGS
 CQ0402  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0402
 CQ0402                          STATION DESCRIPTION
 CQ0402
 CQ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0402'4.1 MI N FROM COLUMBIA.
 CQ0402'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0402'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 45, T 13 N,
 CQ0402'R 4 E, ABOUT 0.4 MILE SOUTH OF THE CITY LIMITS SIGN AT THE SMALL
 CQ0402'COMMUNITY OF RIVERTON, ABOUT 0.4 MILE SOUTH OF A MICROWAVE TOWER AT
 CQ0402'THE TEXAS GAS TRANSMISSION COMPANY, ABOUT 0.2 MILE WEST OF THE
 CQ0402'JUNCTION OF A GRAVELED ROAD LEADING TO A LEVEE, 114 FEET SOUTHWEST OF
 CQ0402'THE CENTER LINE OF THE HIGHWAY, 88 FEET NORTH OF THE NORTH CORNER OF A
 CQ0402'HOUSE BELONGING TO MR. B.F. BAUMAN, 72 1/2 FEET SOUTH OF A POWER POLE,
 CQ0402'23 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, ABOUT 1
 CQ0402'FOOT BELOW THE LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A
 CQ0402'CONCRETE SLAB ABOUT 2 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO
 CQ0402'WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH BEARS A BRASS CAP AND
 CQ0402'PROJECTS 2 FEET.
 CQ0402
 CQ0402                          STATION RECOVERY (1990)
 CQ0402
 CQ0402'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0401 ***********************************************************************
 CQ0401  DESIGNATION -  H 24 11 CAP
 CQ0401  PID         -  CQ0401
 CQ0401  STATE/COUNTY-  LA/CALDWELL
 CQ0401  USGS QUAD   -  RIVERTON (1989)
 CQ0401
 CQ0401                         *CURRENT SURVEY CONTROL
 CQ0401  ___________________________________________________________________
 CQ0401* NAD 83(1986)-  32 09 06.     (N)    092 05 17.     (W)     SCALED    
 CQ0401* NAVD 88     -        19.79   (+/-2cm)      64.9    (feet)  VERTCON   
 CQ0401  ___________________________________________________________________
 CQ0401  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0401
 CQ0401  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0401
 CQ0401.The horizontal coordinates were scaled from a topographic map and have
 CQ0401.an estimated accuracy of +/- 6 seconds.
 CQ0401
 CQ0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0401.The vertical order pertains to the NGVD 29 superseded value.
 CQ0401
 CQ0401.The geoid height was determined by GEOID03.
 CQ0401
 CQ0401;                    North         East    Units  Estimated Accuracy
 CQ0401;SPC LA N     -   183,200.    1,038,860.      MT  (+/- 180 meters Scaled)
 CQ0401
 CQ0401                          SUPERSEDED SURVEY CONTROL
 CQ0401
 CQ0401  NGVD 29 (??/??/??)   19.815  (m)           65.01   (f) ADJUSTED    1 2
 CQ0401
 CQ0401.Superseded values are not recommended for survey control.
 CQ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0401.See file dsdata.txt to determine how the superseded data were derived.
 CQ0401
 CQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR859576(NAD 83)
 CQ0401_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0401_STAMPING: BM H 24-11 1930 65
 CQ0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0401
 CQ0401  HISTORY     - Date     Condition        Report By
 CQ0401  HISTORY     - 1930     MONUMENTED       DOD
 CQ0401  HISTORY     - 1966     GOOD             CGS
 CQ0401  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0401
 CQ0401                          STATION DESCRIPTION
 CQ0401
 CQ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0401'4.1 MI N FROM COLUMBIA.
 CQ0401'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0401'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 45, T 13 N,
 CQ0401'R 4 E, ABOUT 0.4 MILE SOUTH OF THE CITY LIMITS SIGN AT THE SMALL
 CQ0401'COMMUNITY OF RIVERTON, ABOUT 0.4 MILE SOUTH OF A MICROWAVE TOWER AT
 CQ0401'THE TEXAS GAS TRANSMISSION COMPANY, ABOUT 0.2 MILE WEST OF THE
 CQ0401'JUNCTION OF A GRAVELED ROAD LEADING TO A LEVEE, 114 FEET SOUTHWEST OF
 CQ0401'THE CENTER LINE OF THE HIGHWAY, 88 FEET NORTH OF THE NORTH CORNER OF A
 CQ0401'HOUSE BELONGING TO MR. B.F. BAUMAN, 72 1/2 FEET SOUTH OF A POWER POLE,
 CQ0401'23 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, ABOUT 1
 CQ0401'FOOT BELOW THE LEVEL OF THE HIGHWAY.  A 3-INCH IRON PIPE WHICH BEARS A
 CQ0401'BRASS CAP AND PROJECTS 2 FEET.
 CQ0401
 CQ0401                          STATION RECOVERY (1990)
 CQ0401
 CQ0401'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0425 ***********************************************************************
 CQ0425  DESIGNATION -  H 24 12 BOLT
 CQ0425  PID         -  CQ0425
 CQ0425  STATE/COUNTY-  LA/CALDWELL
 CQ0425  USGS QUAD   -  RIVERTON (1989)
 CQ0425
 CQ0425                         *CURRENT SURVEY CONTROL
 CQ0425  ___________________________________________________________________
 CQ0425* NAD 83(1986)-  32 11 43.     (N)    092 06 36.     (W)     SCALED    
 CQ0425* NAVD 88     -        19.07   (+/-2cm)      62.6    (feet)  VERTCON   
 CQ0425  ___________________________________________________________________
 CQ0425  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0425
 CQ0425  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0425
 CQ0425.The horizontal coordinates were scaled from a topographic map and have
 CQ0425.an estimated accuracy of +/- 6 seconds.
 CQ0425
 CQ0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0425.The vertical order pertains to the NGVD 29 superseded value.
 CQ0425
 CQ0425.The geoid height was determined by GEOID03.
 CQ0425
 CQ0425;                    North         East    Units  Estimated Accuracy
 CQ0425;SPC LA N     -   188,030.    1,036,770.      MT  (+/- 180 meters Scaled)
 CQ0425
 CQ0425                          SUPERSEDED SURVEY CONTROL
 CQ0425
 CQ0425  NGVD 29 (??/??/??)   19.102  (m)           62.67   (f) ADJUSTED    1 2
 CQ0425
 CQ0425.Superseded values are not recommended for survey control.
 CQ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0425.See file dsdata.txt to determine how the superseded data were derived.
 CQ0425
 CQ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR838624(NAD 83)
 CQ0425_MARKER: B = BOLT
 CQ0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0425_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0425
 CQ0425  HISTORY     - Date     Condition        Report By
 CQ0425  HISTORY     - UNK      MONUMENTED       DOD
 CQ0425  HISTORY     - 1966     GOOD             CGS
 CQ0425
 CQ0425                          STATION DESCRIPTION
 CQ0425
 CQ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0425'8.1 MI N FROM COLUMBIA.
 CQ0425'ABOUT 7.9 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0425'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.2 MILE SOUTH
 CQ0425'ALONG THE MISSOURI PACIFIC RAILROAD, IN SECTION 13, T 14 N, R 3 E,
 CQ0425'ABOUT 0.15 MILE SOUTH OF THE U.S. HIGHWAY 165 OVERPASS, 44 FEET WEST
 CQ0425'OF THE WEST RAIL, 23 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD,
 CQ0425'37 FEET SOUTHWEST OF THE SOUTHWEST END OF A SMALL CONCRETE CULVERT
 CQ0425'UNDER THE TRACK, 32 FEET WEST OF THE WEST END OF A CULVERT UNDER THE
 CQ0425'TRACK, 4 FEET EAST OF A FENCE, 0.9 FOOT NORTH OF A METAL WITNESS POST,
 CQ0425'ABOUT LEVEL WITH THE ROAD, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK,
 CQ0425'A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 CQ0425'GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH BEARS
 CQ0425'A BRASS CAP AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0424 ***********************************************************************
 CQ0424  DESIGNATION -  H 24 12 CAP
 CQ0424  PID         -  CQ0424
 CQ0424  STATE/COUNTY-  LA/CALDWELL
 CQ0424  USGS QUAD   -  RIVERTON (1989)
 CQ0424
 CQ0424                         *CURRENT SURVEY CONTROL
 CQ0424  ___________________________________________________________________
 CQ0424* NAD 83(1986)-  32 11 43.     (N)    092 06 36.     (W)     SCALED    
 CQ0424* NAVD 88     -        20.29   (+/-2cm)      66.6    (feet)  VERTCON   
 CQ0424  ___________________________________________________________________
 CQ0424  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0424
 CQ0424  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0424
 CQ0424.The horizontal coordinates were scaled from a topographic map and have
 CQ0424.an estimated accuracy of +/- 6 seconds.
 CQ0424
 CQ0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0424.The vertical order pertains to the NGVD 29 superseded value.
 CQ0424
 CQ0424.The geoid height was determined by GEOID03.
 CQ0424
 CQ0424;                    North         East    Units  Estimated Accuracy
 CQ0424;SPC LA N     -   188,030.    1,036,770.      MT  (+/- 180 meters Scaled)
 CQ0424
 CQ0424                          SUPERSEDED SURVEY CONTROL
 CQ0424
 CQ0424  NGVD 29 (??/??/??)   20.319  (m)           66.66   (f) ADJUSTED    1 2
 CQ0424
 CQ0424.Superseded values are not recommended for survey control.
 CQ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0424.See file dsdata.txt to determine how the superseded data were derived.
 CQ0424
 CQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR838624(NAD 83)
 CQ0424_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0424_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0424_STAMPING: H 24 12
 CQ0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0424
 CQ0424  HISTORY     - Date     Condition        Report By
 CQ0424  HISTORY     - UNK      MONUMENTED       DOD
 CQ0424  HISTORY     - 1966     GOOD             CGS
 CQ0424  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ0424
 CQ0424                          STATION DESCRIPTION
 CQ0424
 CQ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0424'8.1 MI N FROM COLUMBIA.
 CQ0424'ABOUT 7.9 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0424'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.2 MILE SOUTH
 CQ0424'ALONG THE MISSOURI PACIFIC RAILROAD, IN SECTION 13, T 14 N, R 3 E,
 CQ0424'ABOUT 0.15 MILE SOUTH OF THE U.S. HIGHWAY 165 OVERPASS, 44 FEET WEST
 CQ0424'OF THE WEST RAIL, 23 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD,
 CQ0424'37 FEET SOUTHWEST OF THE SOUTHWEST END OF A SMALL CONCRETE CULVERT
 CQ0424'UNDER THE TRACK, 32 FEET WEST OF THE WEST END OF A CULVERT UNDER THE
 CQ0424'TRACK, 4 FEET EAST OF A FENCE, 0.9 FOOT NORTH OF A METAL WITNESS POST,
 CQ0424'ABOUT LEVEL WITH THE ROAD, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK,
 CQ0424'A 3-INCH IRON PIPE WHICH BEARS A BRASS CAP AND PROJECTS 1 FOOT.
 CQ0424
 CQ0424                          STATION RECOVERY (1985)
 CQ0424
 CQ0424'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0429 ***********************************************************************
 CQ0429  DESIGNATION -  H 24 13 BOLT
 CQ0429  PID         -  CQ0429
 CQ0429  STATE/COUNTY-  LA/CALDWELL
 CQ0429  USGS QUAD   -  RIVERTON (1989)
 CQ0429
 CQ0429                         *CURRENT SURVEY CONTROL
 CQ0429  ___________________________________________________________________
 CQ0429* NAD 83(1986)-  32 13 23.     (N)    092 06 32.     (W)     SCALED    
 CQ0429* NAVD 88     -        20.09   (+/-2cm)      65.9    (feet)  VERTCON   
 CQ0429  ___________________________________________________________________
 CQ0429  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0429
 CQ0429  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0429
 CQ0429.The horizontal coordinates were scaled from a topographic map and have
 CQ0429.an estimated accuracy of +/- 6 seconds.
 CQ0429
 CQ0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0429.The vertical order pertains to the NGVD 29 superseded value.
 CQ0429
 CQ0429.The geoid height was determined by GEOID03.
 CQ0429
 CQ0429;                    North         East    Units  Estimated Accuracy
 CQ0429;SPC LA N     -   191,110.    1,036,870.      MT  (+/- 180 meters Scaled)
 CQ0429
 CQ0429                          SUPERSEDED SURVEY CONTROL
 CQ0429
 CQ0429  NGVD 29 (??/??/??)   20.116  (m)           66.00   (f) ADJUSTED    1 2
 CQ0429
 CQ0429.Superseded values are not recommended for survey control.
 CQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0429.See file dsdata.txt to determine how the superseded data were derived.
 CQ0429
 CQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR839655(NAD 83)
 CQ0429_MARKER: B = BOLT
 CQ0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0429_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0429
 CQ0429  HISTORY     - Date     Condition        Report By
 CQ0429  HISTORY     - UNK      MONUMENTED       DOD
 CQ0429  HISTORY     - 1966     GOOD             CGS
 CQ0429  HISTORY     - 1990     GOOD             USPSQD
 CQ0429
 CQ0429                          STATION DESCRIPTION
 CQ0429
 CQ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0429'4.9 MI S FROM BOSCO.
 CQ0429'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0429'BOSCO, IN SECTION 1, T 14 N, R 3 E, AT THE SMALL COMMUNITY OF COREY,
 CQ0429'46 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET SOUTH OF THE
 CQ0429'CENTER LINE OF A GRAVELED ROAD LEADING NORTHEAST, 35 FEET WEST OF THE
 CQ0429'WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 108 FEET EAST OF AND
 CQ0429'ACROSS THE HIGHWAY FROM A STORE, 31 FEET NORTHEAST OF THE SIGN AT
 CQ0429'COREY, 0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ0429'HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A COPPER BOLT SET
 CQ0429'IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO
 CQ0429'WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH BEARS A BRASS CAP AND
 CQ0429'PROJECTS 1 FOOT.
 CQ0429
 CQ0429                          STATION RECOVERY (1990)
 CQ0429
 CQ0429'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0428 ***********************************************************************
 CQ0428  DESIGNATION -  H 24 13 CAP
 CQ0428  PID         -  CQ0428
 CQ0428  STATE/COUNTY-  LA/CALDWELL
 CQ0428  USGS QUAD   -  RIVERTON (1989)
 CQ0428
 CQ0428                         *CURRENT SURVEY CONTROL
 CQ0428  ___________________________________________________________________
 CQ0428* NAD 83(1986)-  32 13 23.     (N)    092 06 31.     (W)     SCALED    
 CQ0428* NAVD 88     -        21.30   (+/-2cm)      69.9    (feet)  VERTCON   
 CQ0428  ___________________________________________________________________
 CQ0428  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0428
 CQ0428  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0428
 CQ0428.The horizontal coordinates were scaled from a topographic map and have
 CQ0428.an estimated accuracy of +/- 6 seconds.
 CQ0428
 CQ0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0428.The vertical order pertains to the NGVD 29 superseded value.
 CQ0428
 CQ0428.The geoid height was determined by GEOID03.
 CQ0428
 CQ0428;                    North         East    Units  Estimated Accuracy
 CQ0428;SPC LA N     -   191,110.    1,036,890.      MT  (+/- 180 meters Scaled)
 CQ0428
 CQ0428                          SUPERSEDED SURVEY CONTROL
 CQ0428
 CQ0428  NGVD 29 (??/??/??)   21.335  (m)           70.00   (f) ADJUSTED    1 2
 CQ0428
 CQ0428.Superseded values are not recommended for survey control.
 CQ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0428.See file dsdata.txt to determine how the superseded data were derived.
 CQ0428
 CQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR839655(NAD 83)
 CQ0428_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0428_STAMPING: H 24 13 H 24 13
 CQ0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0428
 CQ0428  HISTORY     - Date     Condition        Report By
 CQ0428  HISTORY     - UNK      MONUMENTED       DOD
 CQ0428  HISTORY     - 1966     GOOD             CGS
 CQ0428  HISTORY     - 1990     GOOD             USPSQD
 CQ0428
 CQ0428                          STATION DESCRIPTION
 CQ0428
 CQ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0428'4.9 MI S FROM BOSCO.
 CQ0428'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0428'BOSCO, IN SECTION 1, T 14 N, R 3 E, AT THE SMALL COMMUNITY OF COREY,
 CQ0428'46 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET SOUTH OF THE
 CQ0428'CENTER LINE OF A GRAVELED ROAD LEADING NORTHEAST, 35 FEET WEST OF THE
 CQ0428'WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 108 FEET EAST OF AND
 CQ0428'ACROSS THE HIGHWAY FROM A STORE, 31 FEET NORTHEAST OF THE SIGN AT
 CQ0428'COREY, 0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ0428'HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK A 3-INCH IRON PIPE
 CQ0428'WHICH BEARS A BRASS CAP AND PROJECTS 1 FOOT.
 CQ0428
 CQ0428                          STATION RECOVERY (1990)
 CQ0428
 CQ0428'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0433 ***********************************************************************
 CQ0433  DESIGNATION -  H 24 14 BOLT
 CQ0433  PID         -  CQ0433
 CQ0433  STATE/COUNTY-  LA/CALDWELL
 CQ0433  USGS QUAD   -  RIVERTON (1989)
 CQ0433
 CQ0433                         *CURRENT SURVEY CONTROL
 CQ0433  ___________________________________________________________________
 CQ0433* NAD 83(1986)-  32 13 35.     (N)    092 06 22.     (W)     SCALED    
 CQ0433* NAVD 88     -        20.21   (+/-2cm)      66.3    (feet)  VERTCON   
 CQ0433  ___________________________________________________________________
 CQ0433  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ0433
 CQ0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0433
 CQ0433.The horizontal coordinates were scaled from a topographic map and have
 CQ0433.an estimated accuracy of +/- 6 seconds.
 CQ0433
 CQ0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0433.The vertical order pertains to the NGVD 29 superseded value.
 CQ0433
 CQ0433.The geoid height was determined by GEOID03.
 CQ0433
 CQ0433;                    North         East    Units  Estimated Accuracy
 CQ0433;SPC LA N     -   191,480.    1,037,130.      MT  (+/- 180 meters Scaled)
 CQ0433
 CQ0433                          SUPERSEDED SURVEY CONTROL
 CQ0433
 CQ0433  NGVD 29 (??/??/??)   20.246  (m)           66.42   (f) ADJUSTED    2 0
 CQ0433
 CQ0433.Superseded values are not recommended for survey control.
 CQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0433.See file dsdata.txt to determine how the superseded data were derived.
 CQ0433
 CQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR842658(NAD 83)
 CQ0433_MARKER: B = BOLT
 CQ0433_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0433_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0433
 CQ0433  HISTORY     - Date     Condition        Report By
 CQ0433  HISTORY     - UNK      MONUMENTED       DOD
 CQ0433  HISTORY     - 1949     GOOD             CGS
 CQ0433
 CQ0433                          STATION DESCRIPTION
 CQ0433
 CQ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0433'0.3 MI N FROM COREY.
 CQ0433'0.3 MILE NORTH ALONG U.S. HIGHWAY NO. 165 FROM THE MISSOURI PACIFIC
 CQ0433'RAILROAD STATION SIGN AT COREY, BETWEEN THE HIGHWAY AND THE TRACKS, 45
 CQ0433'FEET WEST OF THE WEST RAIL OF THE TRACK, 32 FEET EAST OF THE CENTER
 CQ0433'LINE OF THE HIGHWAY, 9 FEET WEST OF THE 6TH POLE ON THE WEST SIDE OF
 CQ0433'THE TRACK AND NORTH OF MILEPOST NO. 521-10, 2.2 FEET EAST OF THE WEST
 CQ0433'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, A COPPER BOLT
 CQ0433'SET IN THE TOP OF A STONE AND ABOUT 3 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0432 ***********************************************************************
 CQ0432  DESIGNATION -  H 24 14 CAP
 CQ0432  PID         -  CQ0432
 CQ0432  STATE/COUNTY-  LA/CALDWELL
 CQ0432  USGS QUAD   -  RIVERTON (1989)
 CQ0432
 CQ0432                         *CURRENT SURVEY CONTROL
 CQ0432  ___________________________________________________________________
 CQ0432* NAD 83(1986)-  32 13 36.     (N)    092 06 22.     (W)     SCALED    
 CQ0432* NAVD 88     -        21.43   (+/-2cm)      70.3    (feet)  VERTCON   
 CQ0432  ___________________________________________________________________
 CQ0432  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ0432
 CQ0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0432
 CQ0432.The horizontal coordinates were scaled from a topographic map and have
 CQ0432.an estimated accuracy of +/- 6 seconds.
 CQ0432
 CQ0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0432.The vertical order pertains to the NGVD 29 superseded value.
 CQ0432
 CQ0432.The geoid height was determined by GEOID03.
 CQ0432
 CQ0432;                    North         East    Units  Estimated Accuracy
 CQ0432;SPC LA N     -   191,510.    1,037,130.      MT  (+/- 180 meters Scaled)
 CQ0432
 CQ0432                          SUPERSEDED SURVEY CONTROL
 CQ0432
 CQ0432  NGVD 29 (??/??/??)   21.465  (m)           70.42   (f) ADJUSTED    2 0
 CQ0432
 CQ0432.Superseded values are not recommended for survey control.
 CQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0432.See file dsdata.txt to determine how the superseded data were derived.
 CQ0432
 CQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR842659(NAD 83)
 CQ0432_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0432
 CQ0432  HISTORY     - Date     Condition        Report By
 CQ0432  HISTORY     - UNK      MONUMENTED       DOD
 CQ0432  HISTORY     - 1949     GOOD             CGS
 CQ0432  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ0432
 CQ0432                          STATION DESCRIPTION
 CQ0432
 CQ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0432'0.3 MI N FROM COREY.
 CQ0432'0.3 MILE NORTH ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI PACIFIC
 CQ0432'RAILROAD STATION SIGN AT COREY, BETWEEN THE HIGHWAY AND THE TRACKS, 45
 CQ0432'FEET WEST OF THE WEST RAIL OF THE TRACK, 32 FEET EAST OF THE CENTER
 CQ0432'LINE OF THE HIGHWAY, 9 FEET WEST OF THE 6TH POLE ON THE WEST SIDE OF
 CQ0432'THE TRACK AND NORTH OF MILEPOST NO. 521-10, 2.2 FEET EAST OF THE WEST
 CQ0432'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, RIVETED ON THE
 CQ0432'TOP OF A 2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE--
 CQ0432'THE PIPE WAS FOUND TO BE LEANING TO THE SOUTH.
 CQ0432
 CQ0432                          STATION RECOVERY (1985)
 CQ0432
 CQ0432'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0498 ***********************************************************************
 CQ0498  DESIGNATION -  H 24 3 CAP
 CQ0498  PID         -  CQ0498
 CQ0498  STATE/COUNTY-  LA/CALDWELL
 CQ0498  USGS QUAD   -  COLUMBIA (1989)
 CQ0498
 CQ0498                         *CURRENT SURVEY CONTROL
 CQ0498  ___________________________________________________________________
 CQ0498* NAD 83(1986)-  32 06 50.     (N)    092 04 08.     (W)     SCALED    
 CQ0498* NAVD 88     -        20.95   (+/-2cm)      68.7    (feet)  VERTCON   
 CQ0498  ___________________________________________________________________
 CQ0498  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0498
 CQ0498  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0498
 CQ0498.The horizontal coordinates were scaled from a topographic map and have
 CQ0498.an estimated accuracy of +/- 6 seconds.
 CQ0498
 CQ0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0498.The vertical order pertains to the NGVD 29 superseded value.
 CQ0498
 CQ0498.The geoid height was determined by GEOID03.
 CQ0498
 CQ0498;                    North         East    Units  Estimated Accuracy
 CQ0498;SPC LA N     -   179,020.    1,040,680.      MT  (+/- 180 meters Scaled)
 CQ0498
 CQ0498                          SUPERSEDED SURVEY CONTROL
 CQ0498
 CQ0498  NGVD 29 (??/??/??)   20.978  (m)           68.83   (f) ADJUSTED    1 2
 CQ0498
 CQ0498.Superseded values are not recommended for survey control.
 CQ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0498.See file dsdata.txt to determine how the superseded data were derived.
 CQ0498
 CQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR878534(NAD 83)
 CQ0498_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0498_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0498_STAMPING: BM H 24-3 1930 68
 CQ0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0498
 CQ0498  HISTORY     - Date     Condition        Report By
 CQ0498  HISTORY     - 1930     MONUMENTED       DOD
 CQ0498  HISTORY     - 1966     GOOD             CGS
 CQ0498  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0498
 CQ0498                          STATION DESCRIPTION
 CQ0498
 CQ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0498'0.75 MI NE FROM COLUMBIA.
 CQ0498'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0498'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.15 MILE
 CQ0498'SOUTHEAST ALONG STATE HIGHWAY 4, IN SECTION 42, T 13 N, R 4 E, AT THE
 CQ0498'SOUTH EDGE OF A CULTIVATED FIELD, ACROSS THE HIGHWAY FROM A
 CQ0498'CEMETERY, 170 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 CQ0498'NORTH-SOUTH PAVED STREET, 26 FEET NORTH OF THE CENTER LINE OF THE
 CQ0498'HIGHWAY, 32 FEET NORTHWEST OF A POWER POLE, 3 FEET NORTH OF A FENCE,
 CQ0498'4.2 FEET NORTH OF A METAL WITNESS POST ABOUT 3 FEET ABOVE THE LEVEL OF
 CQ0498'THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 CQ0498'FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH IRON
 CQ0498'PIPE BEARING A BRASS CAP AND PROJECTING 6 INCHES.
 CQ0498
 CQ0498                          STATION RECOVERY (1985)
 CQ0498
 CQ0498'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2764 ***********************************************************************
 CQ2764  DESIGNATION -  H 24 4
 CQ2764  PID         -  CQ2764
 CQ2764  STATE/COUNTY-  LA/CALDWELL
 CQ2764  USGS QUAD   -  RIVERTON (1989)
 CQ2764
 CQ2764                         *CURRENT SURVEY CONTROL
 CQ2764  ___________________________________________________________________
 CQ2764* NAD 83(1992)-  32 10 41.88052(N)    092 05 32.54021(W)     ADJUSTED  
 CQ2764* NAVD 88     -        20.25   (+/-2cm)      66.4    (feet)  VERTCON   
 CQ2764  ___________________________________________________________________
 CQ2764  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CQ2764  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ2764
 CQ2764  HORZ ORDER  -  SECOND
 CQ2764  VERT ORDER  -  THIRD ? (See Below)
 CQ2764
 CQ2764.The horizontal coordinates were established by classical geodetic methods
 CQ2764.and adjusted by the National Geodetic Survey in January 1993..
 CQ2764
 CQ2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2764.The vertical order pertains to the NGVD 29 superseded value.
 CQ2764
 CQ2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2764
 CQ2764.The geoid height was determined by GEOID03.
 CQ2764
 CQ2764;                    North         East     Units Scale Factor Converg.
 CQ2764;SPC LA N     -   186,154.543 1,038,440.326   MT  0.99992504   +0 12 55.8
 CQ2764;SPC LA N     -   610,742.03  3,406,949.64   sFT  0.99992504   +0 12 55.8
 CQ2764;UTM  15      - 3,560,560.143   585,565.532   MT  0.99969029   +0 29 00.2
 CQ2764
 CQ2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2764!SPC LA N     -   1.00000086  x   0.99992504  =   0.99992590
 CQ2764!UTM  15      -   1.00000086  x   0.99969029  =   0.99969115
 CQ2764
 CQ2764                          SUPERSEDED SURVEY CONTROL
 CQ2764
 CQ2764  NAD 83(1986)-  32 10 41.89442(N)    092 05 32.53231(W) AD(       ) 2
 CQ2764  NAD 27      -  32 10 41.33800(N)    092 05 32.04415(W) AD(       ) 2
 CQ2764  NGVD 29 (07/19/86)   20.28   (m)           66.5    (f) LEVELING    3  
 CQ2764
 CQ2764.Superseded values are not recommended for survey control.
 CQ2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2764.See file dsdata.txt to determine how the superseded data were derived.
 CQ2764
 CQ2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8556660560(NAD 83)
 CQ2764_MARKER: P = PIPE CAP
 CQ2764_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 CQ2764_SP_SET: OBJECT DRIVEN INTO GROUND
 CQ2764
 CQ2764  HISTORY     - Date     Condition        Report By
 CQ2764  HISTORY     - 1941     MONUMENTED       USE
 CQ2764
 CQ2764                          STATION DESCRIPTION
 CQ2764
 CQ2764'DESCRIBED BY US ENGINEERS 1941 (HJH)
 CQ2764'STATION IS 1.1 MILES N OF RIVERTON, ABOUT 50 YARDS W OF U.S.
 CQ2764'HIGHWAY 165, IN THE NE CORNER OF SCHOOLYARD, 3 FEET S OF N
 CQ2764'FENCE, 17 FEET W OF E FENCE.  STATION IS A STANDARD USE PIPE
 CQ2764'STONE BENCH, WITH BRASS CAP STAMPED H-24-4, PROJECTING 6
 CQ2764'INCHES.
 CQ2764'
 CQ2764'THE AZIMUTH WAS DETERMINED TO PBM H-24-5 WHICH IS ABOUT 0.1
 CQ2764'MILE N OF THE STATION, ABOUT 28 YARDS W OF THE MISSOURI PACIFIC
 CQ2764'RAILROAD TRACK, 6 YARDS E OF BOTTOM OF LEVEE, OPPOSITE TELEGRAPH
 CQ2764'POLE NO. 525, AND 27 YARDS S OF SW CORNER OF GARDEN FENCE.
 CQ2764'MARK IS A STANDARD USE PIPE STONE BENCH WITH BRASS CAP STAMPED
 CQ2764'H-24-5, PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0414 ***********************************************************************
 CQ0414  DESIGNATION -  H 24 4 BOLT
 CQ0414  PID         -  CQ0414
 CQ0414  STATE/COUNTY-  LA/CALDWELL
 CQ0414  USGS QUAD   -  RIVERTON (1989)
 CQ0414
 CQ0414                         *CURRENT SURVEY CONTROL
 CQ0414  ___________________________________________________________________
 CQ0414* NAD 83(1986)-  32 10 42.     (N)    092 05 30.     (W)     SCALED    
 CQ0414* NAVD 88     -        19.01   (+/-2cm)      62.4    (feet)  VERTCON   
 CQ0414  ___________________________________________________________________
 CQ0414  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0414
 CQ0414  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0414
 CQ0414.The horizontal coordinates were scaled from a topographic map and have
 CQ0414.an estimated accuracy of +/- 6 seconds.
 CQ0414
 CQ0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0414.The vertical order pertains to the NGVD 29 superseded value.
 CQ0414
 CQ0414.The geoid height was determined by GEOID03.
 CQ0414
 CQ0414;                    North         East    Units  Estimated Accuracy
 CQ0414;SPC LA N     -   186,160.    1,038,510.      MT  (+/- 180 meters Scaled)
 CQ0414
 CQ0414                          SUPERSEDED SURVEY CONTROL
 CQ0414
 CQ0414  NGVD 29 (??/??/??)   19.042  (m)           62.47   (f) ADJUSTED    1 2
 CQ0414
 CQ0414.Superseded values are not recommended for survey control.
 CQ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0414.See file dsdata.txt to determine how the superseded data were derived.
 CQ0414
 CQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR856605(NAD 83)
 CQ0414_MARKER: B = BOLT
 CQ0414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0414_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0414
 CQ0414  HISTORY     - Date     Condition        Report By
 CQ0414  HISTORY     - UNK      MONUMENTED       DOD
 CQ0414  HISTORY     - 1966     GOOD             CGS
 CQ0414  HISTORY     - 1990     GOOD             USPSQD
 CQ0414  HISTORY     - 1991     GOOD             USPSQD
 CQ0414
 CQ0414                          STATION DESCRIPTION
 CQ0414
 CQ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0414'6.1 MI N FROM COLUMBIA.
 CQ0414'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0414'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 19, T 14 N,
 CQ0414'R 4 E, ABOUT 1.2 MILES NORTH OF THE MISSOURI PACIFIC RAILROAD STATION
 CQ0414'SIGN AT RIVERTON, ON PROPERTY BELONGING TO MR. D.G. MILLER, ABOUT 100
 CQ0414'YARDS NORTHEAST OF THE MILLER RESIDENCE, 151 FEET WEST AND ACROSS THE
 CQ0414'RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 67 FEET WEST OF THE WEST
 CQ0414'RAIL OF THE MISSOURI PACIFIC RAILROAD, 118 FEET EAST OF THE TOE OF A
 CQ0414'LEVEE 69 FEET NORTHWEST OF SEMAPHORE NUMBER 5251, 24 FEET SOUTH OF THE
 CQ0414'CENTER LINE OF A PRIVATE DRIVEWAY, 3.0 FEET SOUTH OF A METAL WITNESS
 CQ0414'POST, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET
 CQ0414'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN 3-INCH IRON PIPE
 CQ0414'BEARING A BRASS CAP AND PROJECTING 10 INCHES.
 CQ0414
 CQ0414                          STATION RECOVERY (1990)
 CQ0414
 CQ0414'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0414'RECOVERED IN GOOD CONDITION.
 CQ0414
 CQ0414                          STATION RECOVERY (1991)
 CQ0414
 CQ0414'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0413 ***********************************************************************
 CQ0413  DESIGNATION -  H 24 4 CAP
 CQ0413  PID         -  CQ0413
 CQ0413  STATE/COUNTY-  LA/CALDWELL
 CQ0413  USGS QUAD   -  RIVERTON (1989)
 CQ0413
 CQ0413                         *CURRENT SURVEY CONTROL
 CQ0413  ___________________________________________________________________
 CQ0413* NAD 83(1986)-  32 10 43.     (N)    092 05 30.     (W)     SCALED    
 CQ0413* NAVD 88     -        20.23   (+/-2cm)      66.4    (feet)  VERTCON   
 CQ0413  ___________________________________________________________________
 CQ0413  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0413
 CQ0413  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0413
 CQ0413.The horizontal coordinates were scaled from a topographic map and have
 CQ0413.an estimated accuracy of +/- 6 seconds.
 CQ0413
 CQ0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0413.The vertical order pertains to the NGVD 29 superseded value.
 CQ0413
 CQ0413.The geoid height was determined by GEOID03.
 CQ0413
 CQ0413;                    North         East    Units  Estimated Accuracy
 CQ0413;SPC LA N     -   186,190.    1,038,510.      MT  (+/- 180 meters Scaled)
 CQ0413
 CQ0413                          SUPERSEDED SURVEY CONTROL
 CQ0413
 CQ0413  NGVD 29 (??/??/??)   20.254  (m)           66.45   (f) ADJUSTED    1 2
 CQ0413
 CQ0413.Superseded values are not recommended for survey control.
 CQ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0413.See file dsdata.txt to determine how the superseded data were derived.
 CQ0413
 CQ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR856605(NAD 83)
 CQ0413_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0413_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0413_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0413_STAMPING: H 24-4
 CQ0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0413
 CQ0413  HISTORY     - Date     Condition        Report By
 CQ0413  HISTORY     - UNK      MONUMENTED       DOD
 CQ0413  HISTORY     - 1966     GOOD             CGS
 CQ0413  HISTORY     - 1990     GOOD             USPSQD
 CQ0413  HISTORY     - 1991     GOOD             USPSQD
 CQ0413
 CQ0413                          STATION DESCRIPTION
 CQ0413
 CQ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0413'6.1 MI N FROM COLUMBIA.
 CQ0413'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0413'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 19, T 14 N,
 CQ0413'R 4 E, ABOUT 1.2 MILES NORTH OF THE MISSOURI PACIFIC RAILROAD STATION
 CQ0413'SIGN AT RIVERTON, ON PROPERTY BELONGING TO MR. D.G. MILLER, ABOUT 100
 CQ0413'YARDS NORTHEAST OF THE MILLER RESIDENCE, 151 FEET WEST AND ACROSS THE
 CQ0413'RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 67 FEET WEST OF THE WEST
 CQ0413'RAIL OF THE MISSOURI PACIFIC RAILROAD, 118 FEET EAST OF THE TOE OF A
 CQ0413'LEVEE 69 FEET NORTHWEST OF SEMAPHORE NUMBER 5251, 24 FEET SOUTH OF THE
 CQ0413'CENTER LINE OF A PRIVATE DRIVEWAY, 3.0 FEET SOUTH OF A METAL WITNESS
 CQ0413'POST, A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 10 INCHES.
 CQ0413
 CQ0413                          STATION RECOVERY (1990)
 CQ0413
 CQ0413'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0413'RECOVERED IN GOOD CONDITION.
 CQ0413
 CQ0413                          STATION RECOVERY (1991)
 CQ0413
 CQ0413'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2765 ***********************************************************************
 CQ2765  DESIGNATION -  H 24 5
 CQ2765  PID         -  CQ2765
 CQ2765  STATE/COUNTY-  LA/CALDWELL
 CQ2765  USGS QUAD   -  RIVERTON (1989)
 CQ2765
 CQ2765                         *CURRENT SURVEY CONTROL
 CQ2765  ___________________________________________________________________
 CQ2765* NAD 83(1992)-  32 10 48.21780(N)    092 05 31.74661(W)     ADJUSTED  
 CQ2765* NAVD 88     -        20.10   (+/-2cm)      65.9    (feet)  VERTCON   
 CQ2765  ___________________________________________________________________
 CQ2765  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CQ2765  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ2765
 CQ2765  HORZ ORDER  -  SECOND
 CQ2765  VERT ORDER  -  THIRD ? (See Below)
 CQ2765
 CQ2765.The horizontal coordinates were established by classical geodetic methods
 CQ2765.and adjusted by the National Geodetic Survey in January 1993..
 CQ2765
 CQ2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2765.The vertical order pertains to the NGVD 29 superseded value.
 CQ2765
 CQ2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2765
 CQ2765.The geoid height was determined by GEOID03.
 CQ2765
 CQ2765;                    North         East     Units Scale Factor Converg.
 CQ2765;SPC LA N     -   186,349.811 1,038,460.380   MT  0.99992518   +0 12 56.3
 CQ2765;SPC LA N     -   611,382.67  3,407,015.43   sFT  0.99992518   +0 12 56.3
 CQ2765;UTM  15      - 3,560,755.456   585,584.669   MT  0.99969033   +0 29 00.7
 CQ2765
 CQ2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2765!SPC LA N     -   1.00000089  x   0.99992518  =   0.99992607
 CQ2765!UTM  15      -   1.00000089  x   0.99969033  =   0.99969122
 CQ2765
 CQ2765                          SUPERSEDED SURVEY CONTROL
 CQ2765
 CQ2765  NAD 83(1986)-  32 10 48.23165(N)    092 05 31.73873(W) AD(       ) 2
 CQ2765  NAD 27      -  32 10 47.61936(N)    092 05 31.24174(W) AD(       ) 2
 CQ2765  NGVD 29 (07/19/86)   20.13   (m)           66.0    (f) LEVELING    3  
 CQ2765
 CQ2765.Superseded values are not recommended for survey control.
 CQ2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2765.See file dsdata.txt to determine how the superseded data were derived.
 CQ2765
 CQ2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8558560755(NAD 83)
 CQ2765_MARKER: P = PIPE CAP
 CQ2765_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 CQ2765_SP_SET: OBJECT DRIVEN INTO GROUND
 CQ2765
 CQ2765  HISTORY     - Date     Condition        Report By
 CQ2765  HISTORY     - 1941     MONUMENTED       USE
 CQ2765
 CQ2765                          STATION DESCRIPTION
 CQ2765
 CQ2765'DESCRIBED BY US ENGINEERS 1941
 CQ2765'SEE STATION RIVERTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0417 ***********************************************************************
 CQ0417  DESIGNATION -  H 24 5 BOLT
 CQ0417  PID         -  CQ0417
 CQ0417  STATE/COUNTY-  LA/CALDWELL
 CQ0417  USGS QUAD   -  RIVERTON (1989)
 CQ0417
 CQ0417                         *CURRENT SURVEY CONTROL
 CQ0417  ___________________________________________________________________
 CQ0417* NAD 83(1986)-  32 10 49.     (N)    092 05 30.     (W)     SCALED    
 CQ0417* NAVD 88     -        18.86   (+/-2cm)      61.9    (feet)  VERTCON   
 CQ0417  ___________________________________________________________________
 CQ0417  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0417
 CQ0417  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0417
 CQ0417.The horizontal coordinates were scaled from a topographic map and have
 CQ0417.an estimated accuracy of +/- 6 seconds.
 CQ0417
 CQ0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0417.The vertical order pertains to the NGVD 29 superseded value.
 CQ0417
 CQ0417.The geoid height was determined by GEOID03.
 CQ0417
 CQ0417;                    North         East    Units  Estimated Accuracy
 CQ0417;SPC LA N     -   186,370.    1,038,510.      MT  (+/- 180 meters Scaled)
 CQ0417
 CQ0417                          SUPERSEDED SURVEY CONTROL
 CQ0417
 CQ0417  NGVD 29 (??/??/??)   18.889  (m)           61.97   (f) ADJUSTED    1 2
 CQ0417
 CQ0417.Superseded values are not recommended for survey control.
 CQ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0417.See file dsdata.txt to determine how the superseded data were derived.
 CQ0417
 CQ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR856607(NAD 83)
 CQ0417_MARKER: B = BOLT
 CQ0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0417
 CQ0417  HISTORY     - Date     Condition        Report By
 CQ0417  HISTORY     - UNK      MONUMENTED       DOD
 CQ0417  HISTORY     - 1966     GOOD             CGS
 CQ0417
 CQ0417                          STATION DESCRIPTION
 CQ0417
 CQ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0417'6.2 MI N FROM COLUMBIA.
 CQ0417'ABOUT 6.2 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0417'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 19, T 14 N,
 CQ0417'R 4 E, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF STATE ROAD 847, AT
 CQ0417'MILEPOST 525, 172 FEET WEST OF AND ACROSS THE MISSOURI PACIFIC
 CQ0417'RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 87 FEET WEST OF THE WEST
 CQ0417'RAIL, 41 FEET WEST OF A FENCE, 16 FEET EAST OF THE EAST TOE OF A
 CQ0417'LEVEE, 3.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 CQ0417'LEVEL OF THE TRACK, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 CQ0417'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH
 CQ0417'IRON PIPE BEARING A BRASS CAP AND PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0416 ***********************************************************************
 CQ0416  DESIGNATION -  H 24 5 CAP
 CQ0416  PID         -  CQ0416
 CQ0416  STATE/COUNTY-  LA/CALDWELL
 CQ0416  USGS QUAD   -  RIVERTON (1989)
 CQ0416
 CQ0416                         *CURRENT SURVEY CONTROL
 CQ0416  ___________________________________________________________________
 CQ0416* NAD 83(1986)-  32 10 49.     (N)    092 05 30.     (W)     SCALED    
 CQ0416* NAVD 88     -        20.08   (+/-2cm)      65.9    (feet)  VERTCON   
 CQ0416  ___________________________________________________________________
 CQ0416  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0416
 CQ0416  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0416
 CQ0416.The horizontal coordinates were scaled from a topographic map and have
 CQ0416.an estimated accuracy of +/- 6 seconds.
 CQ0416
 CQ0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0416.The vertical order pertains to the NGVD 29 superseded value.
 CQ0416
 CQ0416.The geoid height was determined by GEOID03.
 CQ0416
 CQ0416;                    North         East    Units  Estimated Accuracy
 CQ0416;SPC LA N     -   186,370.    1,038,510.      MT  (+/- 180 meters Scaled)
 CQ0416
 CQ0416                          SUPERSEDED SURVEY CONTROL
 CQ0416
 CQ0416  NGVD 29 (??/??/??)   20.110  (m)           65.98   (f) ADJUSTED    1 2
 CQ0416
 CQ0416.Superseded values are not recommended for survey control.
 CQ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0416.See file dsdata.txt to determine how the superseded data were derived.
 CQ0416
 CQ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR856607(NAD 83)
 CQ0416_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0416_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0416_STAMPING: H-24-5
 CQ0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0416
 CQ0416  HISTORY     - Date     Condition        Report By
 CQ0416  HISTORY     - UNK      MONUMENTED       DOD
 CQ0416  HISTORY     - 1966     GOOD             CGS
 CQ0416
 CQ0416                          STATION DESCRIPTION
 CQ0416
 CQ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0416'6.2 MI N FROM COLUMBIA.
 CQ0416'ABOUT 6.2 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0416'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 19, T 14 N,
 CQ0416'R 4 E, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF STATE ROAD 847, AT
 CQ0416'MILEPOST 525, 172 FEET WEST OF AND ACROSS THE MISSOURI PACIFIC
 CQ0416'RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 87 FEET WEST OF THE WEST
 CQ0416'RAIL, 41 FEET WEST OF A FENCE, 16 FEET EAST OF THE EAST TOE OF A
 CQ0416'LEVEE, 3.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 CQ0416'LEVEL OF THE TRACK, A 3-INCH IRON PIPE BEARING A BRASS CAP AND
 CQ0416'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0384 ***********************************************************************
 CQ0384  DESIGNATION -  H 24 6 BOLT
 CQ0384  PID         -  CQ0384
 CQ0384  STATE/COUNTY-  LA/CALDWELL
 CQ0384  USGS QUAD   -  COLUMBIA (1989)
 CQ0384
 CQ0384                         *CURRENT SURVEY CONTROL
 CQ0384  ___________________________________________________________________
 CQ0384* NAD 83(1986)-  32 05 44.     (N)    092 05 07.     (W)     SCALED    
 CQ0384* NAVD 88     -        45.94   (+/-2cm)     150.7    (feet)  VERTCON   
 CQ0384  ___________________________________________________________________
 CQ0384  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0384
 CQ0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0384
 CQ0384.The horizontal coordinates were scaled from a topographic map and have
 CQ0384.an estimated accuracy of +/- 6 seconds.
 CQ0384
 CQ0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0384.The vertical order pertains to the NGVD 29 superseded value.
 CQ0384
 CQ0384.The geoid height was determined by GEOID03.
 CQ0384
 CQ0384;                    North         East    Units  Estimated Accuracy
 CQ0384;SPC LA N     -   176,980.    1,039,140.      MT  (+/- 180 meters Scaled)
 CQ0384
 CQ0384                          SUPERSEDED SURVEY CONTROL
 CQ0384
 CQ0384  NGVD 29 (??/??/??)   45.959  (m)          150.78   (f) ADJUSTED    2 0
 CQ0384
 CQ0384.Superseded values are not recommended for survey control.
 CQ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0384.See file dsdata.txt to determine how the superseded data were derived.
 CQ0384
 CQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR863513(NAD 83)
 CQ0384_MARKER: B = BOLT
 CQ0384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0384_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0384
 CQ0384  HISTORY     - Date     Condition        Report By
 CQ0384  HISTORY     - UNK      MONUMENTED       DOD
 CQ0384  HISTORY     - 1950     GOOD             CGS
 CQ0384
 CQ0384                          STATION DESCRIPTION
 CQ0384
 CQ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0384'0.9 MI SW FROM COLUMBIA.
 CQ0384'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST CHURCH AT
 CQ0384'COLUMBIA, ABOUT IN THE MIDDLE OF A LONG GRADE, ON THE OUTSIDE OF A
 CQ0384'CURVE, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 83 FEET SOUTH
 CQ0384'OF THE SOUTH END OF A GUARD FENCE WHICH IS ON THE EAST SIDE OF THE
 CQ0384'HIGHWAY, 3 FEET WEST OF A WITNESS POST, A COPPER BOLT SET IN THE TOP
 CQ0384'OF A STONE WHICH IS 3.0 FEET UNDER GROUND AND ACCESS TO WHICH IS HAD
 CQ0384'THROUGH AN IRON PIPE BEARING A U.S. ENGINEERING DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0383 ***********************************************************************
 CQ0383  DESIGNATION -  H 24 6 CAP
 CQ0383  PID         -  CQ0383
 CQ0383  STATE/COUNTY-  LA/CALDWELL
 CQ0383  USGS QUAD   -  COLUMBIA (1989)
 CQ0383
 CQ0383                         *CURRENT SURVEY CONTROL
 CQ0383  ___________________________________________________________________
 CQ0383* NAD 83(1986)-  32 05 44.     (N)    092 05 07.     (W)     SCALED    
 CQ0383* NAVD 88     -        47.16   (+/-2cm)     154.7    (feet)  VERTCON   
 CQ0383  ___________________________________________________________________
 CQ0383  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0383
 CQ0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0383
 CQ0383.The horizontal coordinates were scaled from a topographic map and have
 CQ0383.an estimated accuracy of +/- 6 seconds.
 CQ0383
 CQ0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0383.The vertical order pertains to the NGVD 29 superseded value.
 CQ0383
 CQ0383.The geoid height was determined by GEOID03.
 CQ0383
 CQ0383;                    North         East    Units  Estimated Accuracy
 CQ0383;SPC LA N     -   176,980.    1,039,140.      MT  (+/- 180 meters Scaled)
 CQ0383
 CQ0383                          SUPERSEDED SURVEY CONTROL
 CQ0383
 CQ0383  NGVD 29 (??/??/??)   47.175  (m)          154.77   (f) ADJUSTED    2 0
 CQ0383
 CQ0383.Superseded values are not recommended for survey control.
 CQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0383.See file dsdata.txt to determine how the superseded data were derived.
 CQ0383
 CQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR863513(NAD 83)
 CQ0383_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0383_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0383_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0383_STAMPING: H 24-6
 CQ0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0383
 CQ0383  HISTORY     - Date     Condition        Report By
 CQ0383  HISTORY     - UNK      MONUMENTED       DOD
 CQ0383  HISTORY     - 1950     GOOD             CGS
 CQ0383  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0383
 CQ0383                          STATION DESCRIPTION
 CQ0383
 CQ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0383'0.9 MI SW FROM COLUMBIA.
 CQ0383'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST CHURCH AT
 CQ0383'COLUMBIA, ABOUT IN THE MIDDLE OF A LONG GRADE, ON THE OUTSIDE OF A
 CQ0383'CURVE, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 83 FEET SOUTH
 CQ0383'OF THE SOUTH END OF A GUARD FENCE WHICH IS ON THE EAST SIDE OF THE
 CQ0383'HIGHWAY, 3 FEET WEST OF A WITNESS POST, AN IRON CAP BOLTED ON THE TOP
 CQ0383'OF AN IRON PIPE WHICH PROJECTS 1.3 FEET ABOVE THE GROUND.
 CQ0383
 CQ0383                          STATION RECOVERY (1985)
 CQ0383
 CQ0383'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2777 ***********************************************************************
 CQ2777  DESIGNATION -  H 24 7
 CQ2777  PID         -  CQ2777
 CQ2777  STATE/COUNTY-  LA/CALDWELL
 CQ2777  USGS QUAD   -  COLUMBIA (1989)
 CQ2777
 CQ2777                         *CURRENT SURVEY CONTROL
 CQ2777  ___________________________________________________________________
 CQ2777* NAD 83(1992)-  32 05 35.56330(N)    092 05 14.96523(W)     ADJUSTED  
 CQ2777* NAVD 88     -        65.85   (+/-2cm)     216.0    (feet)  VERTCON   
 CQ2777  ___________________________________________________________________
 CQ2777  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CQ2777  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ2777
 CQ2777  HORZ ORDER  -  SECOND
 CQ2777  VERT ORDER  -  THIRD ? (See Below)
 CQ2777
 CQ2777.The horizontal coordinates were established by classical geodetic methods
 CQ2777.and adjusted by the National Geodetic Survey in January 1993..
 CQ2777
 CQ2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2777.The vertical order pertains to the NGVD 29 superseded value.
 CQ2777
 CQ2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2777
 CQ2777.The geoid height was determined by GEOID03.
 CQ2777
 CQ2777;                    North         East     Units Scale Factor Converg.
 CQ2777;SPC LA N     -   176,721.737 1,038,936.616   MT  0.99991941   +0 13 05.1
 CQ2777;SPC LA N     -   579,794.57  3,408,577.88   sFT  0.99991941   +0 13 05.1
 CQ2777;UTM  15      - 3,551,131.935   586,105.700   MT  0.99969143   +0 29 05.4
 CQ2777
 CQ2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2777!SPC LA N     -   0.99999369  x   0.99991941  =   0.99991310
 CQ2777!UTM  15      -   0.99999369  x   0.99969143  =   0.99968512
 CQ2777
 CQ2777                          SUPERSEDED SURVEY CONTROL
 CQ2777
 CQ2777  NAD 83(1986)-  32 05 35.57739(N)    092 05 14.95752(W) AD(       ) 2
 CQ2777  NAD 27      -  32 05 35.01088(N)    092 05 14.46960(W) AD(       ) 2
 CQ2777  NGVD 29 (07/19/86)   65.87   (m)          216.1    (f) LEVELING    3  
 CQ2777
 CQ2777.Superseded values are not recommended for survey control.
 CQ2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2777.See file dsdata.txt to determine how the superseded data were derived.
 CQ2777
 CQ2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8610651132(NAD 83)
 CQ2777_MARKER: P = PIPE CAP
 CQ2777_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 CQ2777_SP_SET: OBJECT DRIVEN INTO GROUND
 CQ2777
 CQ2777  HISTORY     - Date     Condition        Report By
 CQ2777  HISTORY     - 1941     MONUMENTED       CGS
 CQ2777
 CQ2777                          STATION DESCRIPTION
 CQ2777
 CQ2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ2777'STATION IS ABOUT 1.2 MILES SW OF THE S END OF BRIDGE IN COLUMBIA,
 CQ2777'ON THE E SIDE OF U.S. HIGHWAY 165, ON THE HIGHEST PART OF
 CQ2777'THE BANK.  IT IS 55.2 FEET (SLOPE) E OF THE CENTER LINE OF
 CQ2777'THE HIGHWAY, 24.4 FEET N OF A TELEGRAPH POLE.  STATION IS A
 CQ2777'STANDARD USE PIPE STONE BENCH, EXCEPT THAT THE BRASS CAP ON
 CQ2777'PIPE IS MISSING.  PIPE PROJECTS ABOUT 1 FOOT.
 CQ2777'
 CQ2777'THE AZIMUTH MARK WAS DETERMINED TO PBM H-24-6 WHICH IS 0.15
 CQ2777'MILE N OF STATION, 35.4 FEET E OF THE CENTER LINE OF U.S.
 CQ2777'HIGHWAY 165.  THE PIPE AT THIS STATION WAS FOUND SLANTING AND
 CQ2777'UNDER INSTRUCTIONS FROM THE U.S. ENGINEERS, WAS CAREFULLY
 CQ2777'RE-PLUMBED OVER THE BRASS PLUG IN THE UNDERGROUND MARK BEFORE
 CQ2777'OBSERVATIONS WERE MADE.  STATION IS A STANDARD USE PIPE STONE
 CQ2777'BENCH, THE PIPE PROJECTING 15 INCHES AND THE CAP STAMPED H-24-6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0381 ***********************************************************************
 CQ0381  DESIGNATION -  H 24 7 BOLT
 CQ0381  PID         -  CQ0381
 CQ0381  STATE/COUNTY-  LA/CALDWELL
 CQ0381  USGS QUAD   -  COLUMBIA (1989)
 CQ0381
 CQ0381                         *CURRENT SURVEY CONTROL
 CQ0381  ___________________________________________________________________
 CQ0381* NAD 83(1986)-  32 05 36.     (N)    092 05 14.     (W)     SCALED    
 CQ0381* NAVD 88     -        64.63   (+/-2cm)     212.0    (feet)  VERTCON   
 CQ0381  ___________________________________________________________________
 CQ0381  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0381
 CQ0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0381
 CQ0381.The horizontal coordinates were scaled from a topographic map and have
 CQ0381.an estimated accuracy of +/- 6 seconds.
 CQ0381
 CQ0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0381.The vertical order pertains to the NGVD 29 superseded value.
 CQ0381
 CQ0381.The geoid height was determined by GEOID03.
 CQ0381
 CQ0381;                    North         East    Units  Estimated Accuracy
 CQ0381;SPC LA N     -   176,740.    1,038,960.      MT  (+/- 180 meters Scaled)
 CQ0381
 CQ0381                          SUPERSEDED SURVEY CONTROL
 CQ0381
 CQ0381  NGVD 29 (??/??/??)   64.651  (m)          212.11   (f) ADJUSTED    2 0
 CQ0381
 CQ0381.Superseded values are not recommended for survey control.
 CQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0381.See file dsdata.txt to determine how the superseded data were derived.
 CQ0381
 CQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR861511(NAD 83)
 CQ0381_MARKER: B = BOLT
 CQ0381_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0381_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0381
 CQ0381  HISTORY     - Date     Condition        Report By
 CQ0381  HISTORY     - UNK      MONUMENTED       DOD
 CQ0381  HISTORY     - 1950     GOOD             CGS
 CQ0381
 CQ0381                          STATION DESCRIPTION
 CQ0381
 CQ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0381'1.1 MI SW FROM COLUMBIA.
 CQ0381'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 165 FROM COLUMBIA, CALDWELL
 CQ0381'PARISH, 253 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF OLD U.S.
 CQ0381'HIGHWAY 165, ON THE TOP OF A KNOLL, AT A CUT, 48 FEET SOUTHEAST OF THE
 CQ0381'CENTER LINE OF THE NEW HIGHWAY, 37 FEET NORTHWEST OF AN 8-INCH PINE
 CQ0381'TREE, 29 FEET SOUTHWEST OF A 10-INCH PINE TREE, AND 25 FEET NORTHEAST
 CQ0381'OF A POLE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CQ0381'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 CQ0381'ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 CQ0381'ARMY,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0356 ***********************************************************************
 CQ0356  DESIGNATION -  H 24 8 BOLT
 CQ0356  PID         -  CQ0356
 CQ0356  STATE/COUNTY-  LA/CALDWELL
 CQ0356  USGS QUAD   -  CLARKS (1989)
 CQ0356
 CQ0356                         *CURRENT SURVEY CONTROL
 CQ0356  ___________________________________________________________________
 CQ0356* NAD 83(1986)-  32 02 01.     (N)    092 07 39.     (W)     SCALED    
 CQ0356* NAVD 88     -        44.42   (+/-2cm)     145.7    (feet)  VERTCON   
 CQ0356  ___________________________________________________________________
 CQ0356  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ0356
 CQ0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0356
 CQ0356.The horizontal coordinates were scaled from a topographic map and have
 CQ0356.an estimated accuracy of +/- 6 seconds.
 CQ0356
 CQ0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0356.The vertical order pertains to the NGVD 29 superseded value.
 CQ0356
 CQ0356.The geoid height was determined by GEOID03.
 CQ0356
 CQ0356;                    North         East    Units  Estimated Accuracy
 CQ0356;SPC LA N     -   170,100.    1,035,180.      MT  (+/- 180 meters Scaled)
 CQ0356
 CQ0356                          SUPERSEDED SURVEY CONTROL
 CQ0356
 CQ0356  NGVD 29 (??/??/??)   44.434  (m)          145.78   (f) ADJUSTED    2 0
 CQ0356
 CQ0356.Superseded values are not recommended for survey control.
 CQ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0356.See file dsdata.txt to determine how the superseded data were derived.
 CQ0356
 CQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR823444(NAD 83)
 CQ0356_MARKER: B = BOLT
 CQ0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0356
 CQ0356  HISTORY     - Date     Condition        Report By
 CQ0356  HISTORY     - UNK      MONUMENTED       DOD
 CQ0356  HISTORY     - 1950     GOOD             CGS
 CQ0356  HISTORY     - 1966     GOOD             CGS
 CQ0356
 CQ0356                          STATION DESCRIPTION
 CQ0356
 CQ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0356'1.6 MI S FROM GRAYSON.
 CQ0356'ABOUT 1.6 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM GRAYSON, CALDWELL
 CQ0356'PARISH, NORTH OF THE NORTHEAST CORNER OF THE P.E. ZEAGLER RESIDENCE,
 CQ0356'54.6 FEET SOUTHWEST OF A BLAZED 12-INCH OAK TREE, 26.5 FEET EAST OF
 CQ0356'THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF A POLE, AND 2.5
 CQ0356'FEET WEST OF A FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT
 CQ0356'3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ0356'BEARING A CORPS OF ENGINEERS, U.S. ARMY.
 CQ0356
 CQ0356                          STATION RECOVERY (1966)
 CQ0356
 CQ0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CQ0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0355 ***********************************************************************
 CQ0355  DESIGNATION -  H 24 8 CAP
 CQ0355  PID         -  CQ0355
 CQ0355  STATE/COUNTY-  LA/CALDWELL
 CQ0355  USGS QUAD   -  CLARKS (1989)
 CQ0355
 CQ0355                         *CURRENT SURVEY CONTROL
 CQ0355  ___________________________________________________________________
 CQ0355* NAD 83(1986)-  32 02 02.     (N)    092 07 39.     (W)     SCALED    
 CQ0355* NAVD 88     -        45.63   (+/-2cm)     149.7    (feet)  VERTCON   
 CQ0355  ___________________________________________________________________
 CQ0355  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ0355
 CQ0355  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0355
 CQ0355.The horizontal coordinates were scaled from a topographic map and have
 CQ0355.an estimated accuracy of +/- 6 seconds.
 CQ0355
 CQ0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0355.The vertical order pertains to the NGVD 29 superseded value.
 CQ0355
 CQ0355.The geoid height was determined by GEOID03.
 CQ0355
 CQ0355;                    North         East    Units  Estimated Accuracy
 CQ0355;SPC LA N     -   170,130.    1,035,180.      MT  (+/- 180 meters Scaled)
 CQ0355
 CQ0355                          SUPERSEDED SURVEY CONTROL
 CQ0355
 CQ0355  NGVD 29 (??/??/??)   45.649  (m)          149.77   (f) ADJUSTED    1 2
 CQ0355
 CQ0355.Superseded values are not recommended for survey control.
 CQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0355.See file dsdata.txt to determine how the superseded data were derived.
 CQ0355
 CQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR823445(NAD 83)
 CQ0355_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0355_STAMPING: H 24-8
 CQ0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0355
 CQ0355  HISTORY     - Date     Condition        Report By
 CQ0355  HISTORY     - UNK      MONUMENTED       DOD
 CQ0355  HISTORY     - 1950     GOOD             CGS
 CQ0355  HISTORY     - 1966     GOOD             CGS
 CQ0355
 CQ0355                          STATION DESCRIPTION
 CQ0355
 CQ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0355'1.6 MI S FROM GRAYSON.
 CQ0355'ABOUT 1.6 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM GRAYSON, CALDWELL
 CQ0355'PARISH, NORTH OF THE NORTHEAST CORNER OF THE P.E. ZEAGLER RESIDENCE,
 CQ0355'54.6 FEET SOUTHWEST OF A BLAZED 12-INCH OAK TREE, 26.5 FEET EAST OF
 CQ0355'THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF A POLE, AND 2.5
 CQ0355'FEET WEST OF A FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 CQ0355'ARMY, STANDARD CAP.
 CQ0355
 CQ0355                          STATION RECOVERY (1966)
 CQ0355
 CQ0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CQ0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0519 ***********************************************************************
 CQ0519  DESIGNATION -  H 24 9 BOLT
 CQ0519  PID         -  CQ0519
 CQ0519  STATE/COUNTY-  LA/CALDWELL
 CQ0519  USGS QUAD   -  COLUMBIA (1989)
 CQ0519
 CQ0519                         *CURRENT SURVEY CONTROL
 CQ0519  ___________________________________________________________________
 CQ0519* NAD 83(1986)-  32 03 27.     (N)    092 00 50.     (W)     SCALED    
 CQ0519* NAVD 88     -        18.58   (+/-2cm)      61.0    (feet)  VERTCON   
 CQ0519  ___________________________________________________________________
 CQ0519  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0519
 CQ0519  VERT ORDER  -  ? (See Below)
 CQ0519
 CQ0519.The horizontal coordinates were scaled from a topographic map and have
 CQ0519.an estimated accuracy of +/- 6 seconds.
 CQ0519
 CQ0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0519.The vertical order pertains to the NGVD 29 superseded value.
 CQ0519
 CQ0519.The geoid height was determined by GEOID03.
 CQ0519
 CQ0519;                    North         East    Units  Estimated Accuracy
 CQ0519;SPC LA N     -   172,790.    1,045,900.      MT  (+/- 180 meters Scaled)
 CQ0519
 CQ0519                          SUPERSEDED SURVEY CONTROL
 CQ0519
 CQ0519  NGVD 29 (??/??/??)   18.595  (m)           61.01   (f) ADJUSTED    ?  
 CQ0519
 CQ0519.Superseded values are not recommended for survey control.
 CQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0519.See file dsdata.txt to determine how the superseded data were derived.
 CQ0519
 CQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR930472(NAD 83)
 CQ0519_MARKER: B = BOLT
 CQ0519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0519_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0519
 CQ0519  HISTORY     - Date     Condition        Report By
 CQ0519  HISTORY     - UNK      MONUMENTED       DOD
 CQ0519  HISTORY     - 1934     GOOD             CGS
 CQ0519
 CQ0519                          STATION DESCRIPTION
 CQ0519
 CQ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0519'6.8 MI SE FROM COLUMBIA.
 CQ0519'0.6 MI N ALONG US HWY 165 FROM THE BRIDGE OVER OUACHITA RIVER AT
 CQ0519'COLUMBIA, CALDWELL PARISH, THENCE 4.8 MILES SE ALONG ST HWY 4, AND
 CQ0519'THENCE 1.4 MILES S ALONG ST HWY 106.  NEAR THE JUNCTION OF A DIRT
 CQ0519'ROAD, 60 FEET WEST OF THE SW CORNER OF THE JW JAMES STORE NE OF THE
 CQ0519'HIGHWAY, 21 FT SW OF THE CENTERLINE OF THE HIGHWAY, AND 20 FT SE OF A
 CQ0519'15-INCH PECAN TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 CQ0519'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ0519'PROJECTING 5 INCHES ABOVE GROUND AND BEARING A C OF E, US ARMY,
 CQ0519'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0518 ***********************************************************************
 CQ0518  DESIGNATION -  H 24 9 CAP
 CQ0518  PID         -  CQ0518
 CQ0518  STATE/COUNTY-  LA/CALDWELL
 CQ0518  USGS QUAD   -  COLUMBIA (1989)
 CQ0518
 CQ0518                         *CURRENT SURVEY CONTROL
 CQ0518  ___________________________________________________________________
 CQ0518* NAD 83(1986)-  32 03 27.     (N)    092 00 50.     (W)     SCALED    
 CQ0518* NAVD 88     -        19.82   (+/-2cm)      65.0    (feet)  VERTCON   
 CQ0518  ___________________________________________________________________
 CQ0518  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0518
 CQ0518  VERT ORDER  -  ? (See Below)
 CQ0518
 CQ0518.The horizontal coordinates were scaled from a topographic map and have
 CQ0518.an estimated accuracy of +/- 6 seconds.
 CQ0518
 CQ0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0518.The vertical order pertains to the NGVD 29 superseded value.
 CQ0518
 CQ0518.The geoid height was determined by GEOID03.
 CQ0518
 CQ0518;                    North         East    Units  Estimated Accuracy
 CQ0518;SPC LA N     -   172,790.    1,045,900.      MT  (+/- 180 meters Scaled)
 CQ0518
 CQ0518                          SUPERSEDED SURVEY CONTROL
 CQ0518
 CQ0518  NGVD 29 (??/??/??)   19.834  (m)           65.07   (f) ADJUSTED    ?  
 CQ0518
 CQ0518.Superseded values are not recommended for survey control.
 CQ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0518.See file dsdata.txt to determine how the superseded data were derived.
 CQ0518
 CQ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR930472(NAD 83)
 CQ0518_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0518
 CQ0518  HISTORY     - Date     Condition        Report By
 CQ0518  HISTORY     - UNK      MONUMENTED       DOD
 CQ0518  HISTORY     - 1934     GOOD             CGS
 CQ0518  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0518
 CQ0518                          STATION DESCRIPTION
 CQ0518
 CQ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0518'6.8 MI SE FROM COLUMBIA.
 CQ0518'0.6 MI N ALONG US HWY 165 FROM THE BRIDGE OVER OUACHITA RIVER AT
 CQ0518'COLUMBIA, CALDWELL PARISH, THENCE 4.8 MILES SE ALONG ST HWY 4, AND
 CQ0518'THENCE 1.4 MILES S ALONG ST HWY 106.  NEAR THE JUNCTION OF A DIRT
 CQ0518'ROAD, 60 FEET WEST OF THE SW CORNER OF THE JW JAMES STORE NE OF THE
 CQ0518'HIGHWAY, 21 FT SW OF THE CENTERLINE OF THE HIGHWAY, AND 20 FT SE OF A
 CQ0518'15-INCH PECAN TREE.  AN IRON PIPE PROJECTING 5 INCHES ABOVE GROUND AND
 CQ0518'BEARING A C OF E, US ARMY, STANDARD CAP.
 CQ0518
 CQ0518                          STATION RECOVERY (1985)
 CQ0518
 CQ0518'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0400 ***********************************************************************
 CQ0400  DESIGNATION -  H 241
 CQ0400  PID         -  CQ0400
 CQ0400  STATE/COUNTY-  LA/CALDWELL
 CQ0400  USGS QUAD   -  RIVERTON (1989)
 CQ0400
 CQ0400                         *CURRENT SURVEY CONTROL
 CQ0400  ___________________________________________________________________
 CQ0400* NAD 83(1986)-  32 08 49.     (N)    092 04 47.     (W)     SCALED    
 CQ0400* NAVD 88     -        19.26   (+/-2cm)      63.2    (feet)  VERTCON   
 CQ0400  ___________________________________________________________________
 CQ0400  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0400
 CQ0400  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0400
 CQ0400.The horizontal coordinates were scaled from a topographic map and have
 CQ0400.an estimated accuracy of +/- 6 seconds.
 CQ0400
 CQ0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0400.The vertical order pertains to the NGVD 29 superseded value.
 CQ0400
 CQ0400.The geoid height was determined by GEOID03.
 CQ0400
 CQ0400;                    North         East    Units  Estimated Accuracy
 CQ0400;SPC LA N     -   182,680.    1,039,650.      MT  (+/- 180 meters Scaled)
 CQ0400
 CQ0400                          SUPERSEDED SURVEY CONTROL
 CQ0400
 CQ0400  NGVD 29 (??/??/??)   19.285  (m)           63.27   (f) ADJUSTED    1 2
 CQ0400
 CQ0400.Superseded values are not recommended for survey control.
 CQ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0400.See file dsdata.txt to determine how the superseded data were derived.
 CQ0400
 CQ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR867570(NAD 83)
 CQ0400_MARKER: DB = BENCH MARK DISK
 CQ0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0400_SP_SET: CULVERT
 CQ0400_STAMPING: H 241 1966
 CQ0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0400
 CQ0400  HISTORY     - Date     Condition        Report By
 CQ0400  HISTORY     - 1966     MONUMENTED       CGS
 CQ0400  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0400
 CQ0400                          STATION DESCRIPTION
 CQ0400
 CQ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0400'3.5 MI N FROM COLUMBIA.
 CQ0400'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0400'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 32, T 14 N,
 CQ0400'R 4 E, ABOUT 0.2 MILE SOUTHEAST OF A CHURCH, 27 FEET NORTHEAST OF THE
 CQ0400'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 CQ0400'NORTHEAST CONCRETE HEAD WALL OF A CONCRETE CULVERT, AND ABOUT LEVEL
 CQ0400'WITH THE HIGHWAY.
 CQ0400
 CQ0400                          STATION RECOVERY (1990)
 CQ0400
 CQ0400'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0017 ***********************************************************************
 CQ0017  DESIGNATION -  H 242
 CQ0017  PID         -  CQ0017
 CQ0017  STATE/COUNTY-  LA/OUACHITA
 CQ0017  USGS QUAD   -  MONROE NORTH (1994)
 CQ0017
 CQ0017                         *CURRENT SURVEY CONTROL
 CQ0017  ___________________________________________________________________
 CQ0017* NAD 83(1986)-  32 30 11.     (N)    092 05 42.     (W)     SCALED    
 CQ0017* NAVD 88     -        20.067  (meters)      65.84   (feet)  ADJUSTED  
 CQ0017  ___________________________________________________________________
 CQ0017  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0017  DYNAMIC HT  -          20.045 (meters)      65.76  (feet)  COMP
 CQ0017  MODELED GRAV-     979,521.0   (mgal)                       NAVD 88
 CQ0017
 CQ0017  VERT ORDER  -  FIRST     CLASS I
 CQ0017
 CQ0017.The horizontal coordinates were scaled from a topographic map and have
 CQ0017.an estimated accuracy of +/- 6 seconds.
 CQ0017
 CQ0017.The orthometric height was determined by differential leveling
 CQ0017.and adjusted by the National Geodetic Survey in June 1991..
 CQ0017.WARNING-Repeat measurements at this control monument indicate possible
 CQ0017.vertical movement.
 CQ0017
 CQ0017.The geoid height was determined by GEOID03.
 CQ0017
 CQ0017.The dynamic height is computed by dividing the NAVD 88
 CQ0017.geopotential number by the normal gravity value computed on the
 CQ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0017.degrees latitude (g = 980.6199 gals.).
 CQ0017
 CQ0017.The modeled gravity was interpolated from observed gravity values.
 CQ0017
 CQ0017;                    North         East    Units  Estimated Accuracy
 CQ0017;SPC LA N     -   222,160.    1,038,060.      MT  (+/- 180 meters Scaled)
 CQ0017
 CQ0017                          SUPERSEDED SURVEY CONTROL
 CQ0017
 CQ0017  NGVD 29 (??/??/??)   20.107  (m)           65.97   (f) ADJUSTED    1 1
 CQ0017
 CQ0017.Superseded values are not recommended for survey control.
 CQ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0017.See file dsdata.txt to determine how the superseded data were derived.
 CQ0017
 CQ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR850965(NAD 83)
 CQ0017_MARKER: DB = BENCH MARK DISK
 CQ0017_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ0017_SP_SET: WINGWALL
 CQ0017_STAMPING: H 242 1966
 CQ0017_MARK LOGO: CGS   
 CQ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0017+STABILITY: SURFACE MOTION
 CQ0017
 CQ0017  HISTORY     - Date     Condition        Report By
 CQ0017  HISTORY     - 1966     MONUMENTED       CGS
 CQ0017  HISTORY     - 1969     GOOD             CGS
 CQ0017  HISTORY     - 1986     GOOD             LADTD
 CQ0017
 CQ0017                          STATION DESCRIPTION
 CQ0017
 CQ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0017'0.9 MI E FROM MONROE.
 CQ0017'ABOUT 0.9 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0017'STATION AT MONROE, IN SECTION 31, T 18 N, R 4 E, SET IN THE TOP OF THE
 CQ0017'WEST CONCRETE RETAINING WALL BETWEEN THE RAILROAD BRIDGE OVER WEST
 CQ0017'PRONG YOUNGS BAYOU AND THE MILL HAVEN ROAD BRIDGE, 20 FEET NORTH OF
 CQ0017'THE NORTHWEST CORNER OF THE MILL HAVEN ROAD BRIDGE, 18 FEET SOUTHEAST
 CQ0017'OF THE SOUTHWEST CORNER OF THE RAILROAD BRIDGE, 17 FEET SOUTH OF THE
 CQ0017'SOUTH RAIL OF THE MOST SOUTHERLY SET OF TRACKS, 1.5 FEET EAST OF A
 CQ0017'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, ABOUT 5
 CQ0017'FEET BELOW THE LEVEL OF THE TRACK.
 CQ0017
 CQ0017                          STATION RECOVERY (1969)
 CQ0017
 CQ0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0017'RECOVERED IN GOOD CONDITION.
 CQ0017
 CQ0017                          STATION RECOVERY (1986)
 CQ0017
 CQ0017'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1861 ***********************************************************************
 CP1861  DESIGNATION -  H 243
 CP1861  PID         -  CP1861
 CP1861  STATE/COUNTY-  LA/CALDWELL
 CP1861  USGS QUAD   -  MASON (1983)
 CP1861
 CP1861                         *CURRENT SURVEY CONTROL
 CP1861  ___________________________________________________________________
 CP1861* NAD 83(1986)-  32 04 42.     (N)    091 57 09.     (W)     SCALED    
 CP1861* NAVD 88     -        17.91   (+/-2cm)      58.8    (feet)  VERTCON   
 CP1861  ___________________________________________________________________
 CP1861  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CP1861
 CP1861  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1861
 CP1861.The horizontal coordinates were scaled from a topographic map and have
 CP1861.an estimated accuracy of +/- 6 seconds.
 CP1861
 CP1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1861.The vertical order pertains to the NGVD 29 superseded value.
 CP1861
 CP1861.The geoid height was determined by GEOID03.
 CP1861
 CP1861;                    North         East    Units  Estimated Accuracy
 CP1861;SPC LA N     -   175,130.    1,051,690.      MT  (+/- 180 meters Scaled)
 CP1861
 CP1861                          SUPERSEDED SURVEY CONTROL
 CP1861
 CP1861  NGVD 29 (??/??/92)   17.931  (m)           58.83   (f) ADJ UNCH    1 2
 CP1861
 CP1861.Superseded values are not recommended for survey control.
 CP1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1861.See file dsdata.txt to determine how the superseded data were derived.
 CP1861
 CP1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR988495(NAD 83)
 CP1861_MARKER: DB = BENCH MARK DISK
 CP1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1861_STAMPING: H 243 1966
 CP1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1861+STABILITY: SURFACE MOTION
 CP1861
 CP1861  HISTORY     - Date     Condition        Report By
 CP1861  HISTORY     - 1966     MONUMENTED       CGS
 CP1861
 CP1861                          STATION DESCRIPTION
 CP1861
 CP1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1861'8.35 MI W FROM FT NECESSITY.
 CP1861'ABOUT 8.35 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CP1861'FT. NECESSITY, IN SECTION 27, T 13 N, R 5 E, ON THE OUTSIDE AND ABOUT
 CP1861'MIDWAY OF A CURVE, 75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2
 CP1861'1/2 FEET SOUTHWEST OF POWER POLE 53, 1 FOOT SOUTH OF A FENCE, 1.1 FEET
 CP1861'NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 CP1861'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1937 ***********************************************************************
 CP1937  DESIGNATION -  H 244 RESET 1970
 CP1937  PID         -  CP1937
 CP1937  STATE/COUNTY-  LA/FRANKLIN
 CP1937  USGS QUAD   -  WINNSBORO (1983)
 CP1937
 CP1937                         *CURRENT SURVEY CONTROL
 CP1937  ___________________________________________________________________
 CP1937* NAD 83(1986)-  32 13 02.     (N)    091 37 37.     (W)     SCALED    
 CP1937* NAVD 88     -        24.98   (+/-2cm)      82.0    (feet)  VERTCON   
 CP1937  ___________________________________________________________________
 CP1937  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1937
 CP1937  VERT ORDER  -  THIRD (See Below)
 CP1937
 CP1937.The horizontal coordinates were scaled from a topographic map and have
 CP1937.an estimated accuracy of +/- 6 seconds.
 CP1937
 CP1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1937.The vertical order pertains to the NGVD 29 superseded value.
 CP1937
 CP1937.The geoid height was determined by GEOID03.
 CP1937
 CP1937;                    North         East    Units  Estimated Accuracy
 CP1937;SPC LA N     -   190,730.    1,082,300.      MT  (+/- 180 meters Scaled)
 CP1937
 CP1937                          SUPERSEDED SURVEY CONTROL
 CP1937
 CP1937  NGVD 29 (??/??/??)   25.00   (m)           82.0    (f) RESET       3  
 CP1937
 CP1937.Superseded values are not recommended for survey control.
 CP1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1937.See file dsdata.txt to determine how the superseded data were derived.
 CP1937
 CP1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR293653(NAD 83)
 CP1937_MARKER: DB = BENCH MARK DISK
 CP1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1937_STAMPING: H 244 1966 RESET 1970
 CP1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1937+STABILITY: SURFACE MOTION
 CP1937
 CP1937  HISTORY     - Date     Condition        Report By
 CP1937  HISTORY     - 1970     MONUMENTED       NGS
 CP1937
 CP1937                          STATION DESCRIPTION
 CP1937
 CP1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CP1937'2.85 MI SW FROM CROWVILLE.
 CP1937'LOCATED 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE POST
 CP1937'OFFICE IN CROWVILLE TO THE MARK ON THE LEFT ON PROPERTY OWNED BY MR.
 CP1937'CASSIE PHILLIPS 65 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 17,
 CP1937'26 FEET NORTHEAST OF A POWER POLE, 61 FEET NORTHWEST OF A LANE LEADING
 CP1937'TO A TIN BARN IN A PASTURE 228 FEET NORTH OF THE NORTHEAST CORNER OF
 CP1937'THE TIN BARN, AND 1 FOOT NORTHEAST OF A METAL WITNESS POST. IT IS A
 CP1937'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CP1937'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1743 ***********************************************************************
 CP1743  DESIGNATION -  H 245
 CP1743  PID         -  CP1743
 CP1743  STATE/COUNTY-  LA/RICHLAND
 CP1743  USGS QUAD   -  BEE BAYOU (1987)
 CP1743
 CP1743                         *CURRENT SURVEY CONTROL
 CP1743  ___________________________________________________________________
 CP1743* NAD 83(1986)-  32 28 09.     (N)    091 38 28.     (W)     SCALED    
 CP1743* NAVD 88     -        24.800  (meters)      81.36   (feet)  ADJUSTED  
 CP1743  ___________________________________________________________________
 CP1743  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP1743  DYNAMIC HT  -          24.772 (meters)      81.27  (feet)  COMP
 CP1743  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CP1743
 CP1743  VERT ORDER  -  FIRST     CLASS I
 CP1743
 CP1743.The horizontal coordinates were scaled from a topographic map and have
 CP1743.an estimated accuracy of +/- 6 seconds.
 CP1743
 CP1743.The orthometric height was determined by differential leveling
 CP1743.and adjusted by the National Geodetic Survey in June 1991..
 CP1743
 CP1743.The geoid height was determined by GEOID03.
 CP1743
 CP1743.The dynamic height is computed by dividing the NAVD 88
 CP1743.geopotential number by the normal gravity value computed on the
 CP1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1743.degrees latitude (g = 980.6199 gals.).
 CP1743
 CP1743.The modeled gravity was interpolated from observed gravity values.
 CP1743
 CP1743;                    North         East    Units  Estimated Accuracy
 CP1743;SPC LA N     -   218,660.    1,080,740.      MT  (+/- 180 meters Scaled)
 CP1743
 CP1743                          SUPERSEDED SURVEY CONTROL
 CP1743
 CP1743  NGVD 29 (??/??/??)   24.825  (m)           81.45   (f) ADJUSTED    1 1
 CP1743
 CP1743.Superseded values are not recommended for survey control.
 CP1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1743.See file dsdata.txt to determine how the superseded data were derived.
 CP1743
 CP1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR277932(NAD 83)
 CP1743_MARKER: DB = BENCH MARK DISK
 CP1743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1743_SP_SET: ABUTMENT
 CP1743_STAMPING: H 245 1966
 CP1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1743
 CP1743  HISTORY     - Date     Condition        Report By
 CP1743  HISTORY     - 1966     MONUMENTED       CGS
 CP1743  HISTORY     - 1968     GOOD             NGS
 CP1743  HISTORY     - 1991     GOOD             USPSQD
 CP1743
 CP1743                          STATION DESCRIPTION
 CP1743
 CP1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1743'6.85 MI E FROM RAYVILLE.
 CP1743'6.85 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1743'COURTHOUSE AT RAYVILLE, IN SECTION 10, T 17 N, R 8 E, ABOUT 1.0 MILE
 CP1743'WEST OF THE SMALL COMMUNITY OF HOLLY RIDGE, 1 POLE EAST OF MILEPOST
 CP1743'44, 84 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE SOUTH END
 CP1743'OF THE WEST CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER
 CP1743'HURRICANE BAYOU, 15 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CP1743'AND ABOUT LEVEL WITH THE HIGHWAY.
 CP1743
 CP1743                          STATION RECOVERY (1968)
 CP1743
 CP1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1743'RECOVERED IN GOOD CONDITION.
 CP1743
 CP1743                          STATION RECOVERY (1991)
 CP1743
 CP1743'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2414 ***********************************************************************
 CP2414  DESIGNATION -  H 246 RESET 1983
 CP2414  PID         -  CP2414
 CP2414  STATE/COUNTY-  LA/RICHLAND
 CP2414  USGS QUAD   -  CREW LAKE (1982)
 CP2414
 CP2414                         *CURRENT SURVEY CONTROL
 CP2414  ___________________________________________________________________
 CP2414* NAD 83(1986)-  32 23 18.     (N)    091 57 45.     (W)     SCALED    
 CP2414* NAVD 88     -        20.105  (meters)      65.96   (feet)  ADJUSTED  
 CP2414  ___________________________________________________________________
 CP2414  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2414  DYNAMIC HT  -          20.082 (meters)      65.89  (feet)  COMP
 CP2414  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 CP2414
 CP2414  VERT ORDER  -  SECOND    CLASS I
 CP2414
 CP2414.The horizontal coordinates were scaled from a topographic map and have
 CP2414.an estimated accuracy of +/- 6 seconds.
 CP2414
 CP2414.The orthometric height was determined by differential leveling
 CP2414.and adjusted by the National Geodetic Survey in May 1997..
 CP2414
 CP2414.The geoid height was determined by GEOID03.
 CP2414
 CP2414.The dynamic height is computed by dividing the NAVD 88
 CP2414.geopotential number by the normal gravity value computed on the
 CP2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2414.degrees latitude (g = 980.6199 gals.).
 CP2414
 CP2414.The modeled gravity was interpolated from observed gravity values.
 CP2414
 CP2414;                    North         East    Units  Estimated Accuracy
 CP2414;SPC LA N     -   209,500.    1,050,570.      MT  (+/- 180 meters Scaled)
 CP2414
 CP2414                          SUPERSEDED SURVEY CONTROL
 CP2414
 CP2414.No superseded survey control is available for this station.
 CP2414
 CP2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR975839(NAD 83)
 CP2414_MARKER: DB = BENCH MARK DISK
 CP2414_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP2414_SP_SET: BRIDGE ABUTMENT
 CP2414_STAMPING: H 246 RESET 1983
 CP2414_MARK LOGO: NGS   
 CP2414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2414
 CP2414  HISTORY     - Date     Condition        Report By
 CP2414  HISTORY     - 1983     MONUMENTED       LADTD
 CP2414
 CP2414                          STATION DESCRIPTION
 CP2414
 CP2414'DESCRIBED BY LA TRANSP AND DEV 1983
 CP2414'10.9 KM (6.8 MI) NW FROM ALTO.
 CP2414'ABOUT 10.9 KM (6.8 MILES) NORTHWEST ALONG STATE HIGHWAY 15 FROM THE
 CP2414'POST OFFICE AT ALTO, IN SECTION 9, T 16 N, R 5 E, 4.6 METERS (15 FEET)
 CP2414'NORTH OF THE CENTER LINE OF HIGHWAY 15, SET IN THE TOP OF THE WEST END
 CP2414'OF THE NORTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE.
 CP2414'THE MARK IS 0.30 METERS  S FROM  BRIDGE ABUTMENT
 CP2414'THE MARK IS 0.30 M ABOVE HIGHWAY 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1917 ***********************************************************************
 CP1917  DESIGNATION -  H 247
 CP1917  PID         -  CP1917
 CP1917  STATE/COUNTY-  LA/FRANKLIN
 CP1917  USGS QUAD   -  COMO (1983)
 CP1917
 CP1917                         *CURRENT SURVEY CONTROL
 CP1917  ___________________________________________________________________
 CP1917* NAD 83(1986)-  32 05 32.     (N)    091 35 16.     (W)     SCALED    
 CP1917* NAVD 88     -        21.15   (+/-2cm)      69.4    (feet)  VERTCON   
 CP1917  ___________________________________________________________________
 CP1917  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1917
 CP1917  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1917
 CP1917.The horizontal coordinates were scaled from a topographic map and have
 CP1917.an estimated accuracy of +/- 6 seconds.
 CP1917
 CP1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1917.The vertical order pertains to the NGVD 29 superseded value.
 CP1917
 CP1917.The geoid height was determined by GEOID03.
 CP1917
 CP1917;                    North         East    Units  Estimated Accuracy
 CP1917;SPC LA N     -   176,900.    1,086,100.      MT  (+/- 180 meters Scaled)
 CP1917
 CP1917                          SUPERSEDED SURVEY CONTROL
 CP1917
 CP1917  NGVD 29 (??/??/92)   21.166  (m)           69.44   (f) ADJ UNCH    1 2
 CP1917
 CP1917.Superseded values are not recommended for survey control.
 CP1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1917.See file dsdata.txt to determine how the superseded data were derived.
 CP1917
 CP1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR332515(NAD 83)
 CP1917_MARKER: DB = BENCH MARK DISK
 CP1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1917_STAMPING: H 247 1966
 CP1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1917+STABILITY: SURFACE MOTION
 CP1917
 CP1917  HISTORY     - Date     Condition        Report By
 CP1917  HISTORY     - 1966     MONUMENTED       CGS
 CP1917  HISTORY     - 19871102 GOOD             USPSQD
 CP1917
 CP1917                          STATION DESCRIPTION
 CP1917
 CP1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1917'10.1 MI SE FROM WINNSBORO.
 CP1917'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1917'WINNSBORO, THENCE 9.7 MILES SOUTHEAST ALONG STATE HIGHWAY 4, IN
 CP1917'SECTION 19, T 13 N, R 9 E, ABOUT 0.2 MILE EAST OF THE BRIDGE OVER
 CP1917'BAYOU MACON, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY , 137
 CP1917'FEET WEST OF THE NORTHWEST CORNER OF AN OLD HOUSE, 57 FEET WEST OF A
 CP1917'FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1.2 FEET EAST OF A METAL
 CP1917'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 CP1917'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CP1917
 CP1917                          STATION RECOVERY (1987)
 CP1917
 CP1917'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCR)
 CP1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1467 ***********************************************************************
 BW1467  DESIGNATION -  H 248
 BW1467  PID         -  BW1467
 BW1467  STATE/COUNTY-  LA/CATAHOULA
 BW1467  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1467
 BW1467                         *CURRENT SURVEY CONTROL
 BW1467  ___________________________________________________________________
 BW1467* NAD 83(1986)-  31 43 19.     (N)    091 32 37.     (W)     SCALED    
 BW1467* NAVD 88     -        20.16   (+/-2cm)      66.1    (feet)  VERTCON   
 BW1467  ___________________________________________________________________
 BW1467  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1467
 BW1467  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1467
 BW1467.The horizontal coordinates were scaled from a topographic map and have
 BW1467.an estimated accuracy of +/- 6 seconds.
 BW1467
 BW1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1467.The vertical order pertains to the NGVD 29 superseded value.
 BW1467
 BW1467.The geoid height was determined by GEOID03.
 BW1467
 BW1467;                    North         East    Units  Estimated Accuracy
 BW1467;SPC LA N     -   135,880.    1,090,640.      MT  (+/- 180 meters Scaled)
 BW1467
 BW1467                          SUPERSEDED SURVEY CONTROL
 BW1467
 BW1467  NGVD 29 (??/??/92)   20.167  (m)           66.16   (f) ADJ UNCH    1 2
 BW1467
 BW1467.Superseded values are not recommended for survey control.
 BW1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1467.See file dsdata.txt to determine how the superseded data were derived.
 BW1467
 BW1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR379105(NAD 83)
 BW1467_MARKER: DB = BENCH MARK DISK
 BW1467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1467_SP_SET: BRIDGE
 BW1467_STAMPING: H 248 1966
 BW1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1467
 BW1467  HISTORY     - Date     Condition        Report By
 BW1467  HISTORY     - 1966     MONUMENTED       CGS
 BW1467  HISTORY     - 1977     GOOD             NGS
 BW1467
 BW1467                          STATION DESCRIPTION
 BW1467
 BW1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1467'0.3 MI NW FROM CLAYTON.
 BW1467'0.2 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE PUBLIC ELEMENTARY
 BW1467'SCHOOL AT CLAYTON, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN
 BW1467'SECTION 27, T 9 N, R 9 E, 54 FEET SOUTHEAST OF THE CENTER OF THE
 BW1467'CROSSING OF THE MISSOURI PACIFIC RAILROAD, 6 FEET NORTHEAST OF THE
 BW1467'NORTHEAST RAIL, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 BW1467'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER THE TENSAS RIVER, AND
 BW1467'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BW1467
 BW1467                          STATION RECOVERY (1977)
 BW1467
 BW1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1092 ***********************************************************************
 CP1092  DESIGNATION -  H 25
 CP1092  PID         -  CP1092
 CP1092  STATE/COUNTY-  LA/WEST CARROLL
 CP1092  USGS QUAD   -  KILBOURNE (1988)
 CP1092
 CP1092                         *CURRENT SURVEY CONTROL
 CP1092  ___________________________________________________________________
 CP1092* NAD 83(1986)-  32 59 41.     (N)    091 19 01.     (W)     SCALED    
 CP1092* NAVD 88     -        38.963  (meters)     127.83   (feet)  ADJUSTED  
 CP1092  ___________________________________________________________________
 CP1092  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1092  DYNAMIC HT  -          38.921 (meters)     127.69  (feet)  COMP
 CP1092  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 CP1092
 CP1092  VERT ORDER  -  SECOND    CLASS 0
 CP1092
 CP1092.The horizontal coordinates were scaled from a topographic map and have
 CP1092.an estimated accuracy of +/- 6 seconds.
 CP1092
 CP1092.The orthometric height was determined by differential leveling
 CP1092.and adjusted by the National Geodetic Survey in June 1991..
 CP1092
 CP1092.The geoid height was determined by GEOID03.
 CP1092
 CP1092.The dynamic height is computed by dividing the NAVD 88
 CP1092.geopotential number by the normal gravity value computed on the
 CP1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1092.degrees latitude (g = 980.6199 gals.).
 CP1092
 CP1092.The modeled gravity was interpolated from observed gravity values.
 CP1092
 CP1092;                    North         East    Units  Estimated Accuracy
 CP1092;SPC LA N     -   277,220.    1,110,580.      MT  (+/- 180 meters Scaled)
 CP1092
 CP1092                          SUPERSEDED SURVEY CONTROL
 CP1092
 CP1092  NGVD 29 (??/??/92)   39.053  (m)          128.13   (f) ADJ UNCH    2 0
 CP1092
 CP1092.Superseded values are not recommended for survey control.
 CP1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1092.See file dsdata.txt to determine how the superseded data were derived.
 CP1092
 CP1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS572519(NAD 83)
 CP1092_MARKER: DB = BENCH MARK DISK
 CP1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1092_SP_SET: BUILDING
 CP1092_STAMPING: H-25 1935
 CP1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1092
 CP1092  HISTORY     - Date     Condition        Report By
 CP1092  HISTORY     - 1935     MONUMENTED       CGS
 CP1092  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1092
 CP1092                          STATION DESCRIPTION
 CP1092
 CP1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1092'IN KILBOURNE.
 CP1092'VERTICAL BRONZE TABLET IN NORTH WALL OF KILBOURNE HIGH SCHOOL.  37.8
 CP1092'FEET WEST OF NORTHEAST CORNER OF BUILDING.  8 FEET EAST OF CENTERLINE
 CP1092'OF NORTH MAIN ENTRANCE.  3.4 FEET ABOVE SECOND BRICK STEP.
 CP1092
 CP1092                          STATION RECOVERY (1982)
 CP1092
 CP1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2471 ***********************************************************************
 BX2471  DESIGNATION -  H 25 10 BOLT
 BX2471  PID         -  BX2471
 BX2471  STATE/COUNTY-  LA/LA SALLE
 BX2471  USGS QUAD   -  OLLA EAST (1984)
 BX2471
 BX2471                         *CURRENT SURVEY CONTROL
 BX2471  ___________________________________________________________________
 BX2471* NAD 83(1986)-  31 55 22.     (N)    092 12 39.     (W)     SCALED    
 BX2471* NAVD 88     -        55.57   (+/-2cm)     182.3    (feet)  VERTCON   
 BX2471  ___________________________________________________________________
 BX2471  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX2471
 BX2471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2471
 BX2471.The horizontal coordinates were scaled from a topographic map and have
 BX2471.an estimated accuracy of +/- 6 seconds.
 BX2471
 BX2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2471.The vertical order pertains to the NGVD 29 superseded value.
 BX2471
 BX2471.The geoid height was determined by GEOID03.
 BX2471
 BX2471;                    North         East    Units  Estimated Accuracy
 BX2471;SPC LA N     -   157,790.    1,027,350.      MT  (+/- 180 meters Scaled)
 BX2471
 BX2471                          SUPERSEDED SURVEY CONTROL
 BX2471
 BX2471  NGVD 29 (??/??/??)   55.584  (m)          182.36   (f) ADJUSTED    2 0
 BX2471
 BX2471.Superseded values are not recommended for survey control.
 BX2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2471.See file dsdata.txt to determine how the superseded data were derived.
 BX2471
 BX2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR746321(NAD 83)
 BX2471_MARKER: B = BOLT
 BX2471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2471_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX2471_STAMPING: H 25-10
 BX2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2471
 BX2471  HISTORY     - Date     Condition        Report By
 BX2471  HISTORY     - UNK      MONUMENTED       DOD
 BX2471
 BX2471                          STATION DESCRIPTION
 BX2471
 BX2471'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BX2471'2.4 MI NE FROM OLLA.
 BX2471'ABOUT 2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX2471'STATION AT OLLA, IN SECTION 24, T 11 N, R 2 E, ABOUT 0.25 MILE
 BX2471'NORTHEAST OF THE CROSSING OF A GRAVELED ROAD, BETWEEN THE TRACK AND
 BX2471'STATE HIGHWAY 125, 59 FEET NORTHEAST OF THE TENTH POLE SOUTHWEST OF
 BX2471'MILEPOST 546, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 BX2471'TRACK, 62 1/2 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 125,
 BX2471'30 1/2 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE, ABOUT 10 FEET ABOVE THE
 BX2471'LEVEL OF THE TRACK, A BRASS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH
 BX2471'PROJECTS 15 INCHES. ACCESS TO BOLT IS HAD THROUGH THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0105 ***********************************************************************
 BX0105  DESIGNATION -  H 25 10 CAP
 BX0105  PID         -  BX0105
 BX0105  STATE/COUNTY-  LA/LA SALLE
 BX0105  USGS QUAD   -  OLLA EAST (1984)
 BX0105
 BX0105                         *CURRENT SURVEY CONTROL
 BX0105  ___________________________________________________________________
 BX0105* NAD 83(1986)-  31 55 22.     (N)    092 12 39.     (W)     SCALED    
 BX0105* NAVD 88     -        56.78   (+/-2cm)     186.3    (feet)  VERTCON   
 BX0105  ___________________________________________________________________
 BX0105  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0105
 BX0105  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0105
 BX0105.The horizontal coordinates were scaled from a topographic map and have
 BX0105.an estimated accuracy of +/- 6 seconds.
 BX0105
 BX0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0105.The vertical order pertains to the NGVD 29 superseded value.
 BX0105
 BX0105.The geoid height was determined by GEOID03.
 BX0105
 BX0105;                    North         East    Units  Estimated Accuracy
 BX0105;SPC LA N     -   157,790.    1,027,350.      MT  (+/- 180 meters Scaled)
 BX0105
 BX0105                          SUPERSEDED SURVEY CONTROL
 BX0105
 BX0105  NGVD 29 (??/??/??)   56.791  (m)          186.32   (f) ADJUSTED    1 2
 BX0105
 BX0105.Superseded values are not recommended for survey control.
 BX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0105.See file dsdata.txt to determine how the superseded data were derived.
 BX0105
 BX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR746321(NAD 83)
 BX0105_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0105_STAMPING: H 25-10
 BX0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0105
 BX0105  HISTORY     - Date     Condition        Report By
 BX0105  HISTORY     - UNK      MONUMENTED       DOD
 BX0105  HISTORY     - 1965     GOOD             CGS
 BX0105
 BX0105                          STATION DESCRIPTION
 BX0105
 BX0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0105'2.4 MI NE FROM OLLA.
 BX0105'ABOUT 2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0105'STATION AT OLLA, IN SECTION 24, T 11 N, R 2 E, ABOUT 0.25 MILE
 BX0105'NORTHEAST OF THE CROSSING OF A GRAVELED ROAD, BETWEEN THE TRACK AND
 BX0105'STATE HIGHWAY 125, 59 FEET NORTHEAST OF THE TENTH POLE SOUTHWEST OF
 BX0105'MILEPOST 546, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 BX0105'TRACK, 62 1/2 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 125,
 BX0105'30 1/2 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE, ABOUT 10 FEET ABOVE THE
 BX0105'LEVEL OF THE TRACK, A BRASS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH
 BX0105'PROJECTS 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0530 ***********************************************************************
 BX0530  DESIGNATION -  H 25 6
 BX0530  PID         -  BX0530
 BX0530  STATE/COUNTY-  LA/LA SALLE
 BX0530  USGS QUAD   -  SUMMERVILLE (1984)
 BX0530
 BX0530                         *CURRENT SURVEY CONTROL
 BX0530  ___________________________________________________________________
 BX0530* NAD 83(1986)-  31 45 11.     (N)    092 09 39.     (W)     SCALED    
 BX0530* NAVD 88     -        43.03   (+/-2cm)     141.2    (feet)  VERTCON   
 BX0530  ___________________________________________________________________
 BX0530  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0530
 BX0530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0530
 BX0530.The horizontal coordinates were scaled from a topographic map and have
 BX0530.an estimated accuracy of +/- 6 seconds.
 BX0530
 BX0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0530.The vertical order pertains to the NGVD 29 superseded value.
 BX0530
 BX0530.The geoid height was determined by GEOID03.
 BX0530
 BX0530;                    North         East    Units  Estimated Accuracy
 BX0530;SPC LA N     -   138,980.    1,032,130.      MT  (+/- 180 meters Scaled)
 BX0530
 BX0530                          SUPERSEDED SURVEY CONTROL
 BX0530
 BX0530  NGVD 29 (??/??/??)   43.029  (m)          141.17   (f) ADJUSTED    2 0
 BX0530
 BX0530.Superseded values are not recommended for survey control.
 BX0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0530.See file dsdata.txt to determine how the superseded data were derived.
 BX0530
 BX0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR794133(NAD 83)
 BX0530_MARKER: P = PIPE CAP
 BX0530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0530_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0530_STAMPING: H 25 6
 BX0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0530
 BX0530  HISTORY     - Date     Condition        Report By
 BX0530  HISTORY     - UNK      MONUMENTED       DOD
 BX0530  HISTORY     - 1950     GOOD             CGS
 BX0530  HISTORY     - 1975     POOR             NGS
 BX0530
 BX0530                          STATION DESCRIPTION
 BX0530
 BX0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0530'4.85 MI NW FROM JENA.
 BX0530'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0530'JENA, AT SUMMERVILLE, IN THE NORTHWEST CORNER OF THE FRONT YARD OF THE
 BX0530'J.D. PRICE HOME, 50 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 BX0530'HOUSE, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET SOUTH
 BX0530'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 2.3 FEET SOUTH OF THE
 BX0530'NORTHWEST CORNER OF THE YARD FENCE, 3.0 FEET EAST OF A WITNESS POST, A
 BX0530'BRONZE CAP RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.4 FOOT
 BX0530'ABOVE THE GROUND.  NOTE-- H-25-6 USE WAS LEFT INTACT AND WILL BE
 BX0530'DESTROYED DURING ROAD CONSTRUCTION.
 BX0530
 BX0530                          STATION RECOVERY (1975)
 BX0530
 BX0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BX0530'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0531 ***********************************************************************
 BX0531  DESIGNATION -  H 25 6 USE RESET 1974
 BX0531  PID         -  BX0531
 BX0531  STATE/COUNTY-  LA/LA SALLE
 BX0531  USGS QUAD   -  SUMMERVILLE (1984)
 BX0531
 BX0531                         *CURRENT SURVEY CONTROL
 BX0531  ___________________________________________________________________
 BX0531* NAD 83(1986)-  31 45 11.     (N)    092 09 44.     (W)     SCALED    
 BX0531* NAVD 88     -        43.13   (+/-2cm)     141.5    (feet)  VERTCON   
 BX0531  ___________________________________________________________________
 BX0531  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0531
 BX0531  VERT ORDER  -  THIRD (See Below)
 BX0531
 BX0531.The horizontal coordinates were scaled from a topographic map and have
 BX0531.an estimated accuracy of +/- 6 seconds.
 BX0531
 BX0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0531.The vertical order pertains to the NGVD 29 superseded value.
 BX0531
 BX0531.The geoid height was determined by GEOID03.
 BX0531
 BX0531;                    North         East    Units  Estimated Accuracy
 BX0531;SPC LA N     -   138,980.    1,032,000.      MT  (+/- 180 meters Scaled)
 BX0531
 BX0531                          SUPERSEDED SURVEY CONTROL
 BX0531
 BX0531  NGVD 29 (??/??/??)   43.13   (m)          141.5    (f) RESET       3  
 BX0531
 BX0531.Superseded values are not recommended for survey control.
 BX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0531.See file dsdata.txt to determine how the superseded data were derived.
 BX0531
 BX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR793133(NAD 83)
 BX0531_MARKER: DD = SURVEY DISK
 BX0531_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0531_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0531_STAMPING: H 25 6 USE RESET 1974
 BX0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0531
 BX0531  HISTORY     - Date     Condition        Report By
 BX0531  HISTORY     - 1974     MONUMENTED       NGS
 BX0531  HISTORY     - 1975     GOOD             NGS
 BX0531
 BX0531                          STATION DESCRIPTION
 BX0531
 BX0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BX0531'4.85 MI NW FROM JENA.
 BX0531'LOCATED 4.85 MILES NORTHWEST ALONG STATE HIGHWAY 127 FROM THE
 BX0531'COURTHOUSE IN JENA, AT THE CROSSROADS IN SUMMERVILLE, IN THE SOUTHWEST
 BX0531'QUADRANT OF THE INTERSECTION.  IT IS 68 FEET SOUTHWEST OF THE CENTER
 BX0531'OF STATE HIGHWAY 127, 13 FEET SOUTHEAST OF A POWER POLE, 35 FEET
 BX0531'NORTHWEST OF A FENCE CORNER 65.3 FEET NORTHWEST OF THE CENTER OF A
 BX0531'SIDE ROAD, 67 FEET NORTH OF THE NORTHEAST CORNER OF A CATTLE GUARD AND
 BX0531'1 FOOT SOUTHWEST OF A METAL WITNESS POST AND FENCE.  IT IS A SHORT ROD
 BX0531'TYPE MARK PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2450 ***********************************************************************
 BX2450  DESIGNATION -  H 25 8 BOLT
 BX2450  PID         -  BX2450
 BX2450  STATE/COUNTY-  LA/CALDWELL
 BX2450  USGS QUAD   -  OLLA EAST (1984)
 BX2450
 BX2450                         *CURRENT SURVEY CONTROL
 BX2450  ___________________________________________________________________
 BX2450* NAD 83(1986)-  31 58 57.     (N)    092 10 32.     (W)     SCALED    
 BX2450* NAVD 88     -        35.11   (+/-2cm)     115.2    (feet)  VERTCON   
 BX2450  ___________________________________________________________________
 BX2450  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX2450
 BX2450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2450
 BX2450.The horizontal coordinates were scaled from a topographic map and have
 BX2450.an estimated accuracy of +/- 6 seconds.
 BX2450
 BX2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2450.The vertical order pertains to the NGVD 29 superseded value.
 BX2450
 BX2450.The geoid height was determined by GEOID03.
 BX2450
 BX2450;                    North         East    Units  Estimated Accuracy
 BX2450;SPC LA N     -   164,420.    1,030,660.      MT  (+/- 180 meters Scaled)
 BX2450
 BX2450                          SUPERSEDED SURVEY CONTROL
 BX2450
 BX2450  NGVD 29 (??/??/??)   35.125  (m)          115.24   (f) ADJUSTED    2 0
 BX2450
 BX2450.Superseded values are not recommended for survey control.
 BX2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2450.See file dsdata.txt to determine how the superseded data were derived.
 BX2450
 BX2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR778387(NAD 83)
 BX2450_MARKER: B = BOLT
 BX2450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX2450_STAMPING: H 25-8
 BX2450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2450
 BX2450  HISTORY     - Date     Condition        Report By
 BX2450  HISTORY     - UNK      MONUMENTED       DOD
 BX2450
 BX2450                          STATION DESCRIPTION
 BX2450
 BX2450'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BX2450'0.1 MI NE FROM KELLY.
 BX2450'ABOUT 0.1 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX2450'POST OFFICE AT KELLY, IN SECTION 33, T 12 N, R 3 E, 151 FEET SOUTHWEST
 BX2450'OF THE SOUTHWEST CORNER OF A HOUSE, 42 FEET EAST OF THE EAST RAIL OF
 BX2450'THE MAIN TRACK, 23 1/2 FEET WEST OF THE CENTER LINE OF A GRADED DIRT
 BX2450'ROAD, 8 1/2 FEET SOUTH OF THE THIRD POLE SOUTH OF MILEPOST 541/10, IN
 BX2450'LINE WITH A ROW OF POLES, 3.0 FEET WEST OF A WOODEN WITNESS POST,
 BX2450'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A BRASS CAP ON THE TOP OF A
 BX2450'3-INCH IRON PIPE WHICH PROJECTS 13 INCHES.
 BX2450'ACCESS TO BOLT IS HAD THROUGH THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0114 ***********************************************************************
 BX0114  DESIGNATION -  H 25 8 CAP
 BX0114  PID         -  BX0114
 BX0114  STATE/COUNTY-  LA/CALDWELL
 BX0114  USGS QUAD   -  OLLA EAST (1984)
 BX0114
 BX0114                         *CURRENT SURVEY CONTROL
 BX0114  ___________________________________________________________________
 BX0114* NAD 83(1986)-  31 58 58.     (N)    092 10 32.     (W)     SCALED    
 BX0114* NAVD 88     -        36.35   (+/-2cm)     119.3    (feet)  VERTCON   
 BX0114  ___________________________________________________________________
 BX0114  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0114
 BX0114  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0114
 BX0114.The horizontal coordinates were scaled from a topographic map and have
 BX0114.an estimated accuracy of +/- 6 seconds.
 BX0114
 BX0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0114.The vertical order pertains to the NGVD 29 superseded value.
 BX0114
 BX0114.The geoid height was determined by GEOID03.
 BX0114
 BX0114;                    North         East    Units  Estimated Accuracy
 BX0114;SPC LA N     -   164,450.    1,030,660.      MT  (+/- 180 meters Scaled)
 BX0114
 BX0114                          SUPERSEDED SURVEY CONTROL
 BX0114
 BX0114  NGVD 29 (??/??/??)   36.364  (m)          119.30   (f) ADJUSTED    1 2
 BX0114
 BX0114.Superseded values are not recommended for survey control.
 BX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0114.See file dsdata.txt to determine how the superseded data were derived.
 BX0114
 BX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR778388(NAD 83)
 BX0114_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0114_STAMPING: H 25-8
 BX0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0114
 BX0114  HISTORY     - Date     Condition        Report By
 BX0114  HISTORY     - UNK      MONUMENTED       DOD
 BX0114  HISTORY     - 1965     GOOD             CGS
 BX0114
 BX0114                          STATION DESCRIPTION
 BX0114
 BX0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0114'0.1 MI NE FROM KELLY.
 BX0114'ABOUT 0.1 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0114'POST OFFICE AT KELLY, IN SECTION 33, T 12 N, R 3 E, 151 FEET SOUTHWEST
 BX0114'OF THE SOUTHWEST CORNER OF A HOUSE, 42 FEET EAST OF THE EAST RAIL OF
 BX0114'THE MAIN TRACK, 23 1/2 FEET WEST OF THE CENTER LINE OF A GRADED DIRT
 BX0114'ROAD, 8 1/2 FEET SOUTH OF THE THIRD POLE SOUTH OF MILEPOST 541/10, IN
 BX0114'LINE WITH A ROW OF POLES, 3.0 FEET WEST OF A WOODEN WITNESS POST,
 BX0114'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A BRASS CAP ON THE TOP OF A
 BX0114'3-INCH IRON PIPE WHICH PROJECTS 13 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2451 ***********************************************************************
 BX2451  DESIGNATION -  H 25 9 BOLT
 BX2451  PID         -  BX2451
 BX2451  STATE/COUNTY-  LA/CALDWELL
 BX2451  USGS QUAD   -  OLLA EAST (1984)
 BX2451
 BX2451                         *CURRENT SURVEY CONTROL
 BX2451  ___________________________________________________________________
 BX2451* NAD 83(1986)-  31 59 03.     (N)    092 10 28.     (W)     SCALED    
 BX2451* NAVD 88     -        35.10   (+/-2cm)     115.2    (feet)  VERTCON   
 BX2451  ___________________________________________________________________
 BX2451  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX2451
 BX2451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2451
 BX2451.The horizontal coordinates were scaled from a topographic map and have
 BX2451.an estimated accuracy of +/- 6 seconds.
 BX2451
 BX2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2451.The vertical order pertains to the NGVD 29 superseded value.
 BX2451
 BX2451.The geoid height was determined by GEOID03.
 BX2451
 BX2451;                    North         East    Units  Estimated Accuracy
 BX2451;SPC LA N     -   164,600.    1,030,770.      MT  (+/- 180 meters Scaled)
 BX2451
 BX2451                          SUPERSEDED SURVEY CONTROL
 BX2451
 BX2451  NGVD 29 (??/??/??)   35.120  (m)          115.22   (f) ADJUSTED    2 0
 BX2451
 BX2451.Superseded values are not recommended for survey control.
 BX2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2451.See file dsdata.txt to determine how the superseded data were derived.
 BX2451
 BX2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR779389(NAD 83)
 BX2451_MARKER: B = BOLT
 BX2451_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2451_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX2451_STAMPING: H 25-9
 BX2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2451
 BX2451  HISTORY     - Date     Condition        Report By
 BX2451  HISTORY     - UNK      MONUMENTED       DOD
 BX2451
 BX2451                          STATION DESCRIPTION
 BX2451
 BX2451'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 BX2451'0.25 MI NE FROM KELLY.
 BX2451'ABOUT 0.25 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX2451'POST OFFICE AT KELLY, 46 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 BX2451'15 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 37 FEET
 BX2451'SOUTHWEST OF AND ACROSS THE ROAD FROM A 15-INCH CEDAR TREE, 9 FEET
 BX2451'SOUTHEAST OF THE SECOND POLE NORTH OF MILEPOST 541/10, ABOUT 5 1/2
 BX2451'FEET BELOW THE LEVEL OF THE TRACK, A BRASS CAP ON THE TOP OF A 3-INCH
 BX2451'IRON PIPE WHICH PROJECTS 7 INCHES, AND ABOUT LEVEL WITH THE ROAD.
 BX2451'ACCESS TO BOLT IS HAD THROUGH THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0115 ***********************************************************************
 BX0115  DESIGNATION -  H 25 9 CAP
 BX0115  PID         -  BX0115
 BX0115  STATE/COUNTY-  LA/CALDWELL
 BX0115  USGS QUAD   -  OLLA EAST (1984)
 BX0115
 BX0115                         *CURRENT SURVEY CONTROL
 BX0115  ___________________________________________________________________
 BX0115* NAD 83(1986)-  31 59 03.     (N)    092 10 28.     (W)     SCALED    
 BX0115* NAVD 88     -        36.32   (+/-2cm)     119.2    (feet)  VERTCON   
 BX0115  ___________________________________________________________________
 BX0115  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0115
 BX0115  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0115
 BX0115.The horizontal coordinates were scaled from a topographic map and have
 BX0115.an estimated accuracy of +/- 6 seconds.
 BX0115
 BX0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0115.The vertical order pertains to the NGVD 29 superseded value.
 BX0115
 BX0115.The geoid height was determined by GEOID03.
 BX0115
 BX0115;                    North         East    Units  Estimated Accuracy
 BX0115;SPC LA N     -   164,600.    1,030,770.      MT  (+/- 180 meters Scaled)
 BX0115
 BX0115                          SUPERSEDED SURVEY CONTROL
 BX0115
 BX0115  NGVD 29 (??/??/??)   36.339  (m)          119.22   (f) ADJUSTED    1 2
 BX0115
 BX0115.Superseded values are not recommended for survey control.
 BX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0115.See file dsdata.txt to determine how the superseded data were derived.
 BX0115
 BX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR779389(NAD 83)
 BX0115_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0115_STAMPING: H 25-9
 BX0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0115
 BX0115  HISTORY     - Date     Condition        Report By
 BX0115  HISTORY     - UNK      MONUMENTED       DOD
 BX0115  HISTORY     - 1965     GOOD             CGS
 BX0115
 BX0115                          STATION DESCRIPTION
 BX0115
 BX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0115'0.25 MI NE FROM KELLY.
 BX0115'ABOUT 0.25 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0115'POST OFFICE AT KELLY, 46 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 BX0115'15 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 37 FEET
 BX0115'SOUTHWEST OF AND ACROSS THE ROAD FROM A 15-INCH CEDAR TREE, 9 FEET
 BX0115'SOUTHEAST OF THE SECOND POLE NORTH OF MILEPOST 541/10, ABOUT 5 1/2
 BX0115'FEET BELOW THE LEVEL OF THE TRACK, A BRASS CAP ON THE TOP OF A 3-INCH
 BX0115'IRON PIPE WHICH PROJECTS 7 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1199 ***********************************************************************
 BJ1199  DESIGNATION -  H 250
 BJ1199  PID         -  BJ1199
 BJ1199  STATE/COUNTY-  LA/AVOYELLES
 BJ1199  USGS QUAD   -  SIMMESPORT (1969)
 BJ1199
 BJ1199                         *CURRENT SURVEY CONTROL
 BJ1199  ___________________________________________________________________
 BJ1199* NAD 83(1986)-  30 59 37.     (N)    091 51 38.     (W)     SCALED    
 BJ1199* NAVD 88     -        13.717  (meters)      45.00   (feet)  ADJUSTED  
 BJ1199  ___________________________________________________________________
 BJ1199  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ1199  DYNAMIC HT  -          13.700 (meters)      44.95  (feet)  COMP
 BJ1199  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 BJ1199
 BJ1199  VERT ORDER  -  FIRST     CLASS I
 BJ1199
 BJ1199.The horizontal coordinates were scaled from a topographic map and have
 BJ1199.an estimated accuracy of +/- 6 seconds.
 BJ1199
 BJ1199.The orthometric height was determined by differential leveling
 BJ1199.and adjusted by the National Geodetic Survey in February 1994..
 BJ1199
 BJ1199.The geoid height was determined by GEOID03.
 BJ1199
 BJ1199.The dynamic height is computed by dividing the NAVD 88
 BJ1199.geopotential number by the normal gravity value computed on the
 BJ1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1199.degrees latitude (g = 980.6199 gals.).
 BJ1199
 BJ1199.The modeled gravity was interpolated from observed gravity values.
 BJ1199
 BJ1199;                    North         East    Units  Estimated Accuracy
 BJ1199;SPC LA N     -    54,910.    1,061,080.      MT  (+/- 180 meters Scaled)
 BJ1199
 BJ1199                          SUPERSEDED SURVEY CONTROL
 BJ1199
 BJ1199  NAVD 88 (06/15/91)   13.742  (m)           45.09   (f) UNKNOWN     1 1
 BJ1199  NGVD 29 (??/??/??)   13.695  (m)           44.93   (f) ADJUSTED    1 1
 BJ1199
 BJ1199.Superseded values are not recommended for survey control.
 BJ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1199.See file dsdata.txt to determine how the superseded data were derived.
 BJ1199
 BJ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ087294(NAD 83)
 BJ1199_MARKER: DB = BENCH MARK DISK
 BJ1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1199_SP_SET: CULVERT
 BJ1199_STAMPING: H 250 1966
 BJ1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1199
 BJ1199  HISTORY     - Date     Condition        Report By
 BJ1199  HISTORY     - 1966     MONUMENTED       CGS
 BJ1199  HISTORY     - 1977     GOOD             NGS
 BJ1199
 BJ1199                          STATION DESCRIPTION
 BJ1199
 BJ1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ1199'3.0 MI W FROM SIMMESPORT.
 BJ1199'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING
 BJ1199'CATHOLIC CHURCH AT SIMMESPORT, IN SECTION 4, T 1 S, R 6 E, 33 FEET
 BJ1199'NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET WEST OF THE CENTER
 BJ1199'LINE OF A PRIVATE GRAVELED ROAD WHICH CROSSES OVER THE KANSAS CITY AND
 BJ1199'SOUTHERN RAILROAD, 89 FEET SOUTH OF THE SOUTH RAIL, SET IN THE CENTER
 BJ1199'OF THE TOP OF THE NORTH CONCRETE HEAD WALL OF A DOUBLE-CHANNELED PIPE
 BJ1199'CULVERT WHICH WAS CONSTRUCTED IN 1963, AND ABOUT 2 1/2 FEET BELOW THE
 BJ1199'LEVEL OF THE HIGHWAY.
 BJ1199
 BJ1199                          STATION RECOVERY (1977)
 BJ1199
 BJ1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ1199'3.0 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ1199'HIGHWAY 105 AT SIMMESPORT, 33 FEET NORTH OF THE CENTER
 BJ1199'LINE OF HIGHWAY, 36 FEET WEST OF THE CENTER LINE OF A PRIVATE
 BJ1199'GRAVEL ROAD WHICH CROSSES OVER THE KANSAS CITY AND SOUTHERN
 BJ1199'RAILROAD, 89 FEET SOUTH OF THE SOUTH RAIL, SET IN THE CENTER
 BJ1199'OF THE NORTH CONCRETE HEADWALL FOR A BOUBLE
 BJ1199'CHANNELED PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1505 ***********************************************************************
 BW1505  DESIGNATION -  H 251
 BW1505  PID         -  BW1505
 BW1505  STATE/COUNTY-  LA/CONCORDIA
 BW1505  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1505
 BW1505                         *CURRENT SURVEY CONTROL
 BW1505  ___________________________________________________________________
 BW1505* NAD 83(1986)-  31 37 15.     (N)    091 35 09.     (W)     SCALED    
 BW1505* NAVD 88     -        17.04   (+/-2cm)      55.9    (feet)  VERTCON   
 BW1505  ___________________________________________________________________
 BW1505  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1505
 BW1505  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1505
 BW1505.The horizontal coordinates were scaled from a topographic map and have
 BW1505.an estimated accuracy of +/- 6 seconds.
 BW1505
 BW1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1505.The vertical order pertains to the NGVD 29 superseded value.
 BW1505
 BW1505.The geoid height was determined by GEOID03.
 BW1505
 BW1505;                    North         East    Units  Estimated Accuracy
 BW1505;SPC LA N     -   124,640.    1,086,730.      MT  (+/- 180 meters Scaled)
 BW1505
 BW1505                          SUPERSEDED SURVEY CONTROL
 BW1505
 BW1505  NGVD 29 (??/??/92)   17.039  (m)           55.90   (f) ADJ UNCH    1 2
 BW1505
 BW1505.Superseded values are not recommended for survey control.
 BW1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1505.See file dsdata.txt to determine how the superseded data were derived.
 BW1505
 BW1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ341992(NAD 83)
 BW1505_MARKER: DB = BENCH MARK DISK
 BW1505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1505_SP_SET: CONCRETE BASE
 BW1505_STAMPING: H 251 1966
 BW1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1505
 BW1505  HISTORY     - Date     Condition        Report By
 BW1505  HISTORY     - 1966     MONUMENTED       CGS
 BW1505  HISTORY     - 1977     GOOD             NGS
 BW1505  HISTORY     - 1981     GOOD             LADTD
 BW1505
 BW1505                          STATION DESCRIPTION
 BW1505
 BW1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1505'2.2 MI SW FROM FERRIDAY.
 BW1505'ABOUT 2.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 84 FROM THE POST OFFICE
 BW1505'AT FERRIDAY, IN SECTION 26, T 7 N, R 9 E, 91 FEET SOUTHEAST OF THE
 BW1505'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 BW1505'CONCRETE BASE FOR PYLON NUMBER 90 WHICH SUPPORTS POWER LINES CROSSING
 BW1505'THE HIGHWAY, 33 1/2 FEET SOUTHEAST OF A FENCE, AND ABOUT LEVEL WITH
 BW1505'THE HIGHWAY.
 BW1505
 BW1505                          STATION RECOVERY (1977)
 BW1505
 BW1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW1505'RECOVERED IN GOOD CONDITION.
 BW1505
 BW1505                          STATION RECOVERY (1981)
 BW1505
 BW1505'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0933 ***********************************************************************
 BX0933  DESIGNATION -  H 252
 BX0933  PID         -  BX0933
 BX0933  STATE/COUNTY-  LA/RAPIDES
 BX0933  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0933
 BX0933                         *CURRENT SURVEY CONTROL
 BX0933  ___________________________________________________________________
 BX0933* NAD 83(1986)-  31 14 27.     (N)    092 26 48.     (W)     SCALED    
 BX0933* NAVD 88     -        25.080  (meters)      82.28   (feet)  ADJUSTED  
 BX0933  ___________________________________________________________________
 BX0933  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BX0933  DYNAMIC HT  -          25.049 (meters)      82.18  (feet)  COMP
 BX0933  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 BX0933
 BX0933  VERT ORDER  -  FIRST     CLASS I
 BX0933
 BX0933.The horizontal coordinates were scaled from a topographic map and have
 BX0933.an estimated accuracy of +/- 6 seconds.
 BX0933
 BX0933.The orthometric height was determined by differential leveling
 BX0933.and adjusted by the National Geodetic Survey in February 1994..
 BX0933
 BX0933.The geoid height was determined by GEOID03.
 BX0933
 BX0933.The dynamic height is computed by dividing the NAVD 88
 BX0933.geopotential number by the normal gravity value computed on the
 BX0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0933.degrees latitude (g = 980.6199 gals.).
 BX0933
 BX0933.The modeled gravity was interpolated from observed gravity values.
 BX0933
 BX0933;                    North         East    Units  Estimated Accuracy
 BX0933;SPC LA N     -    82,140.    1,005,080.      MT  (+/- 180 meters Scaled)
 BX0933
 BX0933                          SUPERSEDED SURVEY CONTROL
 BX0933
 BX0933  NAVD 88 (06/15/91)   25.078  (m)           82.28   (f) UNKNOWN     1 1
 BX0933  NGVD 29 (??/??/??)   25.066  (m)           82.24   (f) ADJUSTED    1 1
 BX0933
 BX0933.Superseded values are not recommended for survey control.
 BX0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0933.See file dsdata.txt to determine how the superseded data were derived.
 BX0933
 BX0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ526564(NAD 83)
 BX0933_MARKER: DB = BENCH MARK DISK
 BX0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0933_STAMPING: H 252 1966
 BX0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0933+STABILITY: SURFACE MOTION
 BX0933
 BX0933  HISTORY     - Date     Condition        Report By
 BX0933  HISTORY     - 1966     MONUMENTED       CGS
 BX0933  HISTORY     - 1970     GOOD             NGS
 BX0933  HISTORY     - 19990424 GOOD             USPSQD
 BX0933
 BX0933                          STATION DESCRIPTION
 BX0933
 BX0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0933'6.45 MI S FROM ALEXANDRIA.
 BX0933'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0933'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0933'RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.95 MILE
 BX0933'SOUTHEAST ALONG U.S. HIGHWAY 71 AND 167 BYPASS, THENCE 0.2 MILE
 BX0933'NORTHEAST ALONG SUGAR HOUSE ROAD, THENCE 0.5 MILE SOUTH ALONG A
 BX0933'RAILROAD WHICH IS USED BY THE MISSOURI PACIFIC AND THE CHICAGO, ROCK
 BX0933'ISLAND AND PACIFIC RAILROADS AND THE TEXAS AND PACIFIC RAILWAY, THENCE
 BX0933'0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, OR ABOUT 0.15
 BX0933'MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT WOODWORTH, THENCE
 BX0933'7.35 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD, 11 POLES
 BX0933'NORTHWEST OF MILEPOST 603, 112 FEET EAST-NORTHEAST OF THE CENTER OF A
 BX0933'CROSSING THE RAILROAD AND A PAVED ROAD, 34 1/2 FEET SOUTHEAST OF THE
 BX0933'SOUTHEAST RAIL, 27 1/2 FEET SOUTHEAST OF SEMAPHORE NUMBER 603.4, 7
 BX0933'FEET NORTHWEST OF A 15-INCH ELM TREE, 2.0 FEET SOUTHEAST OF A METAL
 BX0933'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 BX0933'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 BX0933'OF THE GROUND.
 BX0933
 BX0933                          STATION RECOVERY (1999)
 BX0933
 BX0933'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1216 ***********************************************************************
 BW1216  DESIGNATION -  H 253
 BW1216  PID         -  BW1216
 BW1216  STATE/COUNTY-  LA/CONCORDIA
 BW1216  USGS QUAD   -  FAIRVIEW (1983)
 BW1216
 BW1216                         *CURRENT SURVEY CONTROL
 BW1216  ___________________________________________________________________
 BW1216* NAD 83(1986)-  31 19 59.     (N)    091 33 15.     (W)     SCALED    
 BW1216* NAVD 88     -        15.336  (meters)      50.31   (feet)  ADJUSTED  
 BW1216  ___________________________________________________________________
 BW1216  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW1216  DYNAMIC HT  -          15.317 (meters)      50.25  (feet)  COMP
 BW1216  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 BW1216
 BW1216  VERT ORDER  -  FIRST     CLASS II
 BW1216
 BW1216.The horizontal coordinates were scaled from a topographic map and have
 BW1216.an estimated accuracy of +/- 6 seconds.
 BW1216
 BW1216.The orthometric height was determined by differential leveling
 BW1216.and adjusted by the National Geodetic Survey in February 1994..
 BW1216
 BW1216.The geoid height was determined by GEOID03.
 BW1216
 BW1216.The dynamic height is computed by dividing the NAVD 88
 BW1216.geopotential number by the normal gravity value computed on the
 BW1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1216.degrees latitude (g = 980.6199 gals.).
 BW1216
 BW1216.The modeled gravity was interpolated from observed gravity values.
 BW1216
 BW1216;                    North         East    Units  Estimated Accuracy
 BW1216;SPC LA N     -    92,760.    1,090,010.      MT  (+/- 180 meters Scaled)
 BW1216
 BW1216                          SUPERSEDED SURVEY CONTROL
 BW1216
 BW1216  NAVD 88 (06/15/91)   15.357  (m)           50.38   (f) UNKNOWN     1 2
 BW1216  NGVD 29 (??/??/??)   15.321  (m)           50.27   (f) ADJUSTED    1 2
 BW1216
 BW1216.Superseded values are not recommended for survey control.
 BW1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1216.See file dsdata.txt to determine how the superseded data were derived.
 BW1216
 BW1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ375674(NAD 83)
 BW1216_MARKER: DB = BENCH MARK DISK
 BW1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1216_STAMPING: H 253 1966
 BW1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1216+STABILITY: SURFACE MOTION
 BW1216
 BW1216  HISTORY     - Date     Condition        Report By
 BW1216  HISTORY     - 1966     MONUMENTED       CGS
 BW1216  HISTORY     - 1979     GOOD             NGS
 BW1216
 BW1216                          STATION DESCRIPTION
 BW1216
 BW1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1216'17.35 MI NE FROM SHAW.
 BW1216'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1216'SCHOOLHOUSE AT SHAW, THENCE 9.7 MILES NORTHEAST ALONG A GRAVELED ROAD,
 BW1216'IN SECTION 30, T 4 N, R 4 W, ABOUT 0.15 MILE NORTH OF A SHARP CURVE IN
 BW1216'THE ROAD AND THE LEVEE, 109 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BW1216'201 FEET NORTH OF A FENCE LINE LEADING TO THE TOP OF THE LEVEE, 68
 BW1216'FEET NORTH OF A POWER POLE, 40 FEET NORTH OF THE CENTER OF A WIRE
 BW1216'GATE, 1 1/2 FEET EAST OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL
 BW1216'WITNESS POST, ABOUT 25 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 BW1216'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS BENCH
 BW1216'MARK CAN ALSO BE REACHED BY GOING 0.15 MILE EAST ALONG U.S. HIGHWAYS
 BW1216'65 AND 84 FROM THE COURTHOUSE AT VIDALIA, THENCE 6.85 MILES SOUTHWEST
 BW1216'ALONG STATE HIGHWAY 131, THENCE 8.65 MILES SOUTHWEST ALONG STATE
 BW1216'HIGHWAY 15, THENCE 6.65 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE
 BW1216'TOP OF A LEVEE.
 BW1216
 BW1216                          STATION RECOVERY (1979)
 BW1216
 BW1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1388 ***********************************************************************
 CP1388  DESIGNATION -  H 255
 CP1388  PID         -  CP1388
 CP1388  STATE/COUNTY-  LA/MADISON
 CP1388  USGS QUAD   -  DELHI (1986)
 CP1388
 CP1388                         *CURRENT SURVEY CONTROL
 CP1388  ___________________________________________________________________
 CP1388* NAD 83(1986)-  32 26 07.     (N)    091 23 02.     (W)     SCALED    
 CP1388* NAVD 88     -        23.597  (meters)      77.42   (feet)  ADJUSTED  
 CP1388  ___________________________________________________________________
 CP1388  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1388  DYNAMIC HT  -          23.571 (meters)      77.33  (feet)  COMP
 CP1388  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 CP1388
 CP1388  VERT ORDER  -  FIRST     CLASS I
 CP1388
 CP1388.The horizontal coordinates were scaled from a topographic map and have
 CP1388.an estimated accuracy of +/- 6 seconds.
 CP1388
 CP1388.The orthometric height was determined by differential leveling
 CP1388.and adjusted by the National Geodetic Survey in June 1991..
 CP1388
 CP1388.The geoid height was determined by GEOID03.
 CP1388
 CP1388.The dynamic height is computed by dividing the NAVD 88
 CP1388.geopotential number by the normal gravity value computed on the
 CP1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1388.degrees latitude (g = 980.6199 gals.).
 CP1388
 CP1388.The modeled gravity was interpolated from observed gravity values.
 CP1388
 CP1388;                    North         East    Units  Estimated Accuracy
 CP1388;SPC LA N     -   215,120.    1,104,960.      MT  (+/- 180 meters Scaled)
 CP1388
 CP1388                          SUPERSEDED SURVEY CONTROL
 CP1388
 CP1388  NGVD 29 (??/??/??)   23.612  (m)           77.47   (f) ADJUSTED    1 1
 CP1388
 CP1388.Superseded values are not recommended for survey control.
 CP1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1388.See file dsdata.txt to determine how the superseded data were derived.
 CP1388
 CP1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR519898(NAD 83)
 CP1388_MARKER: DB = BENCH MARK DISK
 CP1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1388_STAMPING: H 255 1968
 CP1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1388+STABILITY: SURFACE MOTION
 CP1388
 CP1388  HISTORY     - Date     Condition        Report By
 CP1388  HISTORY     - 1968     MONUMENTED       CGS
 CP1388
 CP1388                          STATION DESCRIPTION
 CP1388
 CP1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1388'6.65 MI E FROM DELHI.
 CP1388'6.65 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1388'AT DELHI, IN SECTION 19, T 17 N, R 11 E, AT THE EAST EDGE OF A
 CP1388'ROADSIDE REST AREA, 43 FEET NORTH OF THE NORTH RAIL, 60 1/2 FEET SOUTH
 CP1388'OF THE CENTER LINE OF U.S. HIGHWAY 80, 27 FEET SOUTH OF A 36-INCH OAK
 CP1388'TREE, 2 FEET NORTH OF A TELEPHONE POLE, 1.3 FEET WEST OF A METAL
 CP1388'WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET
 CP1388'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CP1388'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0087 ***********************************************************************
 CQ0087  DESIGNATION -  H 256
 CQ0087  PID         -  CQ0087
 CQ0087  STATE/COUNTY-  LA/LINCOLN
 CQ0087  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0087
 CQ0087                         *CURRENT SURVEY CONTROL
 CQ0087  ___________________________________________________________________
 CQ0087* NAD 83(1986)-  32 31 46.     (N)    092 29 36.     (W)     SCALED    
 CQ0087* NAVD 88     -        41.007  (meters)     134.54   (feet)  ADJUSTED  
 CQ0087  ___________________________________________________________________
 CQ0087  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0087  DYNAMIC HT  -          40.961 (meters)     134.39  (feet)  COMP
 CQ0087  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 CQ0087
 CQ0087  VERT ORDER  -  FIRST     CLASS I
 CQ0087
 CQ0087.The horizontal coordinates were scaled from a topographic map and have
 CQ0087.an estimated accuracy of +/- 6 seconds.
 CQ0087
 CQ0087.The orthometric height was determined by differential leveling
 CQ0087.and adjusted by the National Geodetic Survey in June 1991..
 CQ0087
 CQ0087.The geoid height was determined by GEOID03.
 CQ0087
 CQ0087.The dynamic height is computed by dividing the NAVD 88
 CQ0087.geopotential number by the normal gravity value computed on the
 CQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0087.degrees latitude (g = 980.6199 gals.).
 CQ0087
 CQ0087.The modeled gravity was interpolated from observed gravity values.
 CQ0087
 CQ0087;                    North         East    Units  Estimated Accuracy
 CQ0087;SPC LA N     -   225,020.    1,000,630.      MT  (+/- 180 meters Scaled)
 CQ0087
 CQ0087                          SUPERSEDED SURVEY CONTROL
 CQ0087
 CQ0087  NGVD 29 (??/??/??)   41.069  (m)          134.74   (f) ADJUSTED    1 1
 CQ0087
 CQ0087.Superseded values are not recommended for survey control.
 CQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0087.See file dsdata.txt to determine how the superseded data were derived.
 CQ0087
 CQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR475992(NAD 83)
 CQ0087_MARKER: DB = BENCH MARK DISK
 CQ0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0087_SP_SET: CULVERT HEADWALL
 CQ0087_STAMPING: H 256 1968
 CQ0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0087
 CQ0087  HISTORY     - Date     Condition        Report By
 CQ0087  HISTORY     - 1968     MONUMENTED       CGS
 CQ0087  HISTORY     - 1969     GOOD             CGS
 CQ0087  HISTORY     - 1987     GOOD             USPSQD
 CQ0087
 CQ0087                          STATION DESCRIPTION
 CQ0087
 CQ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0087'1.45 MI E FROM CHOUDRANT.
 CQ0087'ABOUT 1.45 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0087'CHOUDRANT, IN SECTION 20, T 18 N, R 1 W, 22 FEET SOUTH OF THE CENTER
 CQ0087'LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH
 CQ0087'CONCRETE HEADWALL OF A FOUR-CHANNEL CONCRETE CULVERT, AND ABOUT LEVEL
 CQ0087'WITH THE HIGHWAY.
 CQ0087
 CQ0087                          STATION RECOVERY (1987)
 CQ0087
 CQ0087'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2040 ***********************************************************************
 CQ2040  DESIGNATION -  H 257
 CQ2040  PID         -  CQ2040
 CQ2040  STATE/COUNTY-  LA/BOSSIER
 CQ2040  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2040
 CQ2040                         *CURRENT SURVEY CONTROL
 CQ2040  ___________________________________________________________________
 CQ2040* NAD 83(1986)-  32 31 28.     (N)    093 42 21.     (W)     SCALED    
 CQ2040* NAVD 88     -        53.063  (meters)     174.09   (feet)  ADJUSTED  
 CQ2040  ___________________________________________________________________
 CQ2040  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2040  DYNAMIC HT  -          53.003 (meters)     173.89  (feet)  COMP
 CQ2040  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CQ2040
 CQ2040  VERT ORDER  -  FIRST     CLASS I
 CQ2040
 CQ2040.The horizontal coordinates were scaled from a topographic map and have
 CQ2040.an estimated accuracy of +/- 6 seconds.
 CQ2040
 CQ2040.The orthometric height was determined by differential leveling
 CQ2040.and adjusted by the National Geodetic Survey in June 1991..
 CQ2040
 CQ2040.The geoid height was determined by GEOID03.
 CQ2040
 CQ2040.The dynamic height is computed by dividing the NAVD 88
 CQ2040.geopotential number by the normal gravity value computed on the
 CQ2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2040.degrees latitude (g = 980.6199 gals.).
 CQ2040
 CQ2040.The modeled gravity was interpolated from observed gravity values.
 CQ2040
 CQ2040;                    North         East    Units  Estimated Accuracy
 CQ2040;SPC LA N     -   225,100.      886,720.      MT  (+/- 180 meters Scaled)
 CQ2040
 CQ2040                          SUPERSEDED SURVEY CONTROL
 CQ2040
 CQ2040  NGVD 29 (??/??/??)   53.134  (m)          174.32   (f) ADJUSTED    1 1
 CQ2040
 CQ2040.Superseded values are not recommended for survey control.
 CQ2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2040.See file dsdata.txt to determine how the superseded data were derived.
 CQ2040
 CQ2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR337987(NAD 83)
 CQ2040_MARKER: DB = BENCH MARK DISK
 CQ2040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2040_SP_SET: BRIDGE
 CQ2040_STAMPING: H 257 1968
 CQ2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2040+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 CQ2040
 CQ2040  HISTORY     - Date     Condition        Report By
 CQ2040  HISTORY     - 1968     MONUMENTED       CGS
 CQ2040  HISTORY     - 1969     GOOD             CGS
 CQ2040  HISTORY     - 20020302 GOOD             USPSQD
 CQ2040  HISTORY     - 20031108 GOOD             USPSQD
 CQ2040
 CQ2040                          STATION DESCRIPTION
 CQ2040
 CQ2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2040'2.15 MI E FROM BOSSIER CITY.
 CQ2040'ABOUT 2.15 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2040'EAST END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY, IN
 CQ2040'SECTION 27, T 18 N, R 13 W, 20 FEET SOUTH OF THE SOUTH RAIL, SET
 CQ2040'VERTICALLY IN THE WEST FACE OF THE MOST SOUTHEASTERLY CONCRETE PILLAR
 CQ2040'FOR THE RAILROAD UNDERPASS FOR THE EAST TRAFFIC LANE OF INTERSTATE
 CQ2040'HIGHWAY 20, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 CQ2040
 CQ2040                          STATION RECOVERY (2002)
 CQ2040
 CQ2040'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2040'RECOVERED IN GOOD CONDITION.
 CQ2040
 CQ2040                          STATION RECOVERY (2003)
 CQ2040
 CQ2040'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1262 ***********************************************************************
 CQ1262  DESIGNATION -  H 258
 CQ1262  PID         -  CQ1262
 CQ1262  STATE/COUNTY-  LA/WEBSTER
 CQ1262  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1262
 CQ1262                         *CURRENT SURVEY CONTROL
 CQ1262  ___________________________________________________________________
 CQ1262* NAD 83(1986)-  32 32 21.     (N)    093 17 00.     (W)     SCALED    
 CQ1262* NAVD 88     -        57.226  (meters)     187.75   (feet)  ADJUSTED  
 CQ1262  ___________________________________________________________________
 CQ1262  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1262  DYNAMIC HT  -          57.162 (meters)     187.54  (feet)  COMP
 CQ1262  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CQ1262
 CQ1262  VERT ORDER  -  FIRST     CLASS I
 CQ1262
 CQ1262.The horizontal coordinates were scaled from a topographic map and have
 CQ1262.an estimated accuracy of +/- 6 seconds.
 CQ1262
 CQ1262.The orthometric height was determined by differential leveling
 CQ1262.and adjusted by the National Geodetic Survey in June 1991..
 CQ1262
 CQ1262.The geoid height was determined by GEOID03.
 CQ1262
 CQ1262.The dynamic height is computed by dividing the NAVD 88
 CQ1262.geopotential number by the normal gravity value computed on the
 CQ1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1262.degrees latitude (g = 980.6199 gals.).
 CQ1262
 CQ1262.The modeled gravity was interpolated from observed gravity values.
 CQ1262
 CQ1262;                    North         East    Units  Estimated Accuracy
 CQ1262;SPC LA N     -   226,360.      926,420.      MT  (+/- 180 meters Scaled)
 CQ1262
 CQ1262                          SUPERSEDED SURVEY CONTROL
 CQ1262
 CQ1262  NGVD 29 (??/??/??)   57.305  (m)          188.01   (f) ADJUSTED    1 1
 CQ1262
 CQ1262.Superseded values are not recommended for survey control.
 CQ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1262.See file dsdata.txt to determine how the superseded data were derived.
 CQ1262
 CQ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS733002(NAD 83)
 CQ1262_MARKER: DB = BENCH MARK DISK
 CQ1262_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1262_SP_SET: 40 FT.
 CQ1262_STAMPING: H 258 1969
 CQ1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1262
 CQ1262  HISTORY     - Date     Condition        Report By
 CQ1262  HISTORY     - 1969     MONUMENTED       CGS
 CQ1262
 CQ1262                          STATION DESCRIPTION
 CQ1262
 CQ1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1262'0.4 MI E FROM SIBLEY.
 CQ1262'ABOUT 0.4 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1262'STATION AT SIBLEY, IN SECTION 22, T 18 N, R 9 W, 5 RAILS EAST OF A
 CQ1262'CROSSING OF THE RAILROAD AND A ROAD, 73 YARDS SOUTHEAST AND ACROSS THE
 CQ1262'TRACK FROM MILEPOST 141, 70 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 CQ1262'TRACK, 96 1/2 FEET SOUTHWEST OF A SWITCH STAND, 36 1/2 FEET SOUTHWEST
 CQ1262'OF A TELEPHONE POLE, 24 1/2 FEET EAST OF A CORNER FENCE POST, 20 FEET
 CQ1262'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 12 1/2 FEET EAST OF A 7-INCH
 CQ1262'PINE TREE, 2 FEET NORTH OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS
 CQ1262'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF
 CQ1262'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND
 CQ1262'IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 5 INCHES ABOVE
 CQ1262'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2084 ***********************************************************************
 CQ2084  DESIGNATION -  H 259
 CQ2084  PID         -  CQ2084
 CQ2084  STATE/COUNTY-  LA/BOSSIER
 CQ2084  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2084
 CQ2084                         *CURRENT SURVEY CONTROL
 CQ2084  ___________________________________________________________________
 CQ2084* NAD 83(1986)-  32 30 32.     (N)    093 42 12.     (W)     SCALED    
 CQ2084* NAVD 88     -        52.00   (+/-2cm)     170.6    (feet)  VERTCON   
 CQ2084  ___________________________________________________________________
 CQ2084  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2084
 CQ2084  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2084
 CQ2084.The horizontal coordinates were scaled from a topographic map and have
 CQ2084.an estimated accuracy of +/- 6 seconds.
 CQ2084
 CQ2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2084.The vertical order pertains to the NGVD 29 superseded value.
 CQ2084
 CQ2084.The geoid height was determined by GEOID03.
 CQ2084
 CQ2084;                    North         East    Units  Estimated Accuracy
 CQ2084;SPC LA N     -   223,370.      886,930.      MT  (+/- 180 meters Scaled)
 CQ2084
 CQ2084                          SUPERSEDED SURVEY CONTROL
 CQ2084
 CQ2084  NGVD 29 (??/??/??)   52.075  (m)          170.85   (f) ADJUSTED    1 1
 CQ2084
 CQ2084.Superseded values are not recommended for survey control.
 CQ2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2084.See file dsdata.txt to determine how the superseded data were derived.
 CQ2084
 CQ2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR339970(NAD 83)
 CQ2084_MARKER: DB = BENCH MARK DISK
 CQ2084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ2084_SP_SET: WATER BOX
 CQ2084_STAMPING: H 259 1969
 CQ2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2084+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 CQ2084
 CQ2084  HISTORY     - Date     Condition        Report By
 CQ2084  HISTORY     - 1969     MONUMENTED       CGS
 CQ2084  HISTORY     - 20020302 GOOD             USPSQD
 CQ2084  HISTORY     - 20031108 GOOD             USPSQD
 CQ2084
 CQ2084                          STATION DESCRIPTION
 CQ2084
 CQ2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2084'1.75 MI NW FROM BARKSDALE AIR FORCE BASE.
 CQ2084'ABOUT 0.7 MILE SOUTHWEST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ2084'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, THENCE 1.05 MILES
 CQ2084'NORTHWEST ALONG U.S. HIGHWAY 71, OR ABOUT 1.25 MILES EAST ALONG THE
 CQ2084'ILLINOIS CENTRAL RAILROAD FROM THE EAST END OF THE RAILROAD BRIDGE
 CQ2084'OVER THE RED RIVER AT BOSSIER CITY, THENCE 0.5 MILE SOUTH ALONG THE
 CQ2084'ST. LOUIS SOUTHWESTERN RAILWAY, THENCE 1.0 MILE SOUTHEAST ALONG U.S.
 CQ2084'HIGHWAY   WAY 71, IN SECTION 34, T 18 N, R 13 W, 60 YARDS NORTHEAST OF
 CQ2084'THE CENTER LINE OF THE HIGHWAY, 93 1/2 FEET NORTHEAST OF THE NORTHEAST
 CQ2084'RAIL OF THE KANSAS CITY SOUTHERN RAILWAY, SET IN THE TOP OF THE
 CQ2084'NORTHEAST CORNER OF A CONCRETE WATER BOX, 46 FEET SOUTH OF THE SOUTH
 CQ2084'CORNER OF FIRE STATION NUMBER 2, 33 1/2 FEET NORTH OF THE CENTER OF
 CQ2084'THE INTERSECTION OF FOSTER STREET AND WALLER STREET, 25 1/2 FEET
 CQ2084'NORTHEAST OF THE CENTER LINE OF FOSTER STREET, 20 1/2 FEET NORTHWEST
 CQ2084'OF THE CENTER LINE OF WALLER STREET, 3 FEET NORTH OF A FIRE HYDRANT,
 CQ2084'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREETS, AND ABOUT 4 FEET BELOW
 CQ2084'THE LEVEL OF THE TRACK.
 CQ2084
 CQ2084                          STATION RECOVERY (2002)
 CQ2084
 CQ2084'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2084'RECOVERED IN GOOD CONDITION.
 CQ2084
 CQ2084                          STATION RECOVERY (2003)
 CQ2084
 CQ2084'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0245 ***********************************************************************
 BX0245  DESIGNATION -  H 26 1 USE
 BX0245  PID         -  BX0245
 BX0245  STATE/COUNTY-  LA/CATAHOULA
 BX0245  USGS QUAD   -  JENA EAST (1985)
 BX0245
 BX0245                         *CURRENT SURVEY CONTROL
 BX0245  ___________________________________________________________________
 BX0245* NAD 83(1986)-  31 38 21.     (N)    092 00 28.     (W)     SCALED    
 BX0245* NAVD 88     -        20.95   (+/-2cm)      68.7    (feet)  VERTCON   
 BX0245  ___________________________________________________________________
 BX0245  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX0245
 BX0245  VERT ORDER  -  THIRD (See Below)
 BX0245
 BX0245.The horizontal coordinates were scaled from a topographic map and have
 BX0245.an estimated accuracy of +/- 6 seconds.
 BX0245
 BX0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0245.The vertical order pertains to the NGVD 29 superseded value.
 BX0245
 BX0245.The geoid height was determined by GEOID03.
 BX0245
 BX0245;                    North         East    Units  Estimated Accuracy
 BX0245;SPC LA N     -   126,410.    1,046,690.      MT  (+/- 180 meters Scaled)
 BX0245
 BX0245                          SUPERSEDED SURVEY CONTROL
 BX0245
 BX0245  NGVD 29 (??/??/??)   20.95   (m)           68.7    (f) RESET       3  
 BX0245
 BX0245.Superseded values are not recommended for survey control.
 BX0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0245.See file dsdata.txt to determine how the superseded data were derived.
 BX0245
 BX0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR940008(NAD 83)
 BX0245_MARKER: P = PIPE CAP
 BX0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0245_STAMPING: 26.1
 BX0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0245
 BX0245  HISTORY     - Date     Condition        Report By
 BX0245  HISTORY     - UNK      MONUMENTED       DOD
 BX0245  HISTORY     - 1975     GOOD             NGS
 BX0245
 BX0245                          STATION DESCRIPTION
 BX0245
 BX0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BX0245'IN RHINEHART.
 BX0245'LOCATED AT RHINEHART, 0.1 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS
 BX0245'RAILROAD TRACK FROM ITS INTERSECTION WITH STATE HIGHWAY 8, AT A DIM
 BX0245'ROAD CROSSING, 21.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 BX0245'TRACK, 52 FEET NORTH OF THE CENTER OF THE ROAD CROSSING, 8 FEET SOUTH
 BX0245'OF A DIM TRACK ROAD, ABOUT 50 FEET NORTHWEST OF A LARGE OAK TREE,
 BX0245'ACROSS THE TRACKS NORTH OF THE WEST END OF THE LOADING AREA FOR PULP
 BX0245'WOOD AND 1 FOOT SOUTHEAST OF THE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0170 ***********************************************************************
 BX0170  DESIGNATION -  H 26 10 USE
 BX0170  PID         -  BX0170
 BX0170  STATE/COUNTY-  LA/LA SALLE
 BX0170  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0170
 BX0170                         *CURRENT SURVEY CONTROL
 BX0170  ___________________________________________________________________
 BX0170* NAD 83(1986)-  31 30 52.     (N)    092 03 13.     (W)     SCALED    
 BX0170* NAVD 88     -        14.54   (+/-2cm)      47.7    (feet)  VERTCON   
 BX0170  ___________________________________________________________________
 BX0170  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX0170
 BX0170  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0170
 BX0170.The horizontal coordinates were scaled from a topographic map and have
 BX0170.an estimated accuracy of +/- 6 seconds.
 BX0170
 BX0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0170.The vertical order pertains to the NGVD 29 superseded value.
 BX0170
 BX0170.The geoid height was determined by GEOID03.
 BX0170
 BX0170;                    North         East    Units  Estimated Accuracy
 BX0170;SPC LA N     -   112,560.    1,042,400.      MT  (+/- 180 meters Scaled)
 BX0170
 BX0170                          SUPERSEDED SURVEY CONTROL
 BX0170
 BX0170  NGVD 29 (??/??/??)   14.529  (m)           47.67   (f) ADJUSTED    1 2
 BX0170
 BX0170.Superseded values are not recommended for survey control.
 BX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0170.See file dsdata.txt to determine how the superseded data were derived.
 BX0170
 BX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ898870(NAD 83)
 BX0170_MARKER: DD = SURVEY DISK
 BX0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0170_STAMPING: H-26-10 64
 BX0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0170+STABILITY: SURFACE MOTION
 BX0170
 BX0170  HISTORY     - Date     Condition        Report By
 BX0170  HISTORY     - UNK      MONUMENTED       DOD
 BX0170  HISTORY     - 1966     GOOD             CGS
 BX0170  HISTORY     - 1977     GOOD             NGS
 BX0170
 BX0170                          STATION DESCRIPTION
 BX0170
 BX0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0170'16.95 MI SW FROM JONESVILLE.
 BX0170'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BX0170'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX0170'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BX0170'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 6.35 MILES SOUTHWEST ALONG
 BX0170'STATE HIGHWAY 28, IN SECTION 10, T 6 N, R 4 E, 257 1/2 FEET NORTHWEST
 BX0170'OF THE CENTER LINE OF THE HIGHWAY, 126 FEET SOUTHWEST OF THE CENTER
 BX0170'LINE OF A GRAVELED ROAD, 42 FEET NORTHWEST OF A FENCE, 2 FEET
 BX0170'SOUTHEAST OF A POWER POLE WITH A LINE WHICH CROSSES OVER THE HIGHWAY,
 BX0170'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BX0170
 BX0170                          STATION RECOVERY (1977)
 BX0170
 BX0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0170'ABOUT 6.35 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION
 BX0170'OF U.S. HIGHWAY 84 AND STATE HIGHWAY 28 WHICH IS 11 MILES SOUTHWEST
 BX0170'OF JONESVILLE, IN SECTION 10, T6N, R4E, 258 FEET NORTHWEST OF THE
 BX0170'CENTER LINE OF THE HIGHWAY, 126 FEET SOUTHWEST OF THE CENTER OF A
 BX0170'GRAVELED ROAD, 42 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A
 BX0170'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0162 ***********************************************************************
 BX0162  DESIGNATION -  H 26 8 USE
 BX0162  PID         -  BX0162
 BX0162  STATE/COUNTY-  LA/LA SALLE
 BX0162  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0162
 BX0162                         *CURRENT SURVEY CONTROL
 BX0162  ___________________________________________________________________
 BX0162* NAD 83(1986)-  31 31 41.     (N)    092 01 10.     (W)     SCALED    
 BX0162* NAVD 88     -        16.33   (+/-2cm)      53.6    (feet)  VERTCON   
 BX0162  ___________________________________________________________________
 BX0162  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX0162
 BX0162  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0162
 BX0162.The horizontal coordinates were scaled from a topographic map and have
 BX0162.an estimated accuracy of +/- 6 seconds.
 BX0162
 BX0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0162.The vertical order pertains to the NGVD 29 superseded value.
 BX0162
 BX0162.The geoid height was determined by GEOID03.
 BX0162
 BX0162;                    North         East    Units  Estimated Accuracy
 BX0162;SPC LA N     -   114,090.    1,045,640.      MT  (+/- 180 meters Scaled)
 BX0162
 BX0162                          SUPERSEDED SURVEY CONTROL
 BX0162
 BX0162  NGVD 29 (??/??/??)   16.320  (m)           53.54   (f) ADJUSTED    1 2
 BX0162
 BX0162.Superseded values are not recommended for survey control.
 BX0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0162.See file dsdata.txt to determine how the superseded data were derived.
 BX0162
 BX0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ930885(NAD 83)
 BX0162_MARKER: DD = SURVEY DISK
 BX0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0162_STAMPING: H-26-8 64
 BX0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0162+STABILITY: SURFACE MOTION
 BX0162
 BX0162  HISTORY     - Date     Condition        Report By
 BX0162  HISTORY     - UNK      MONUMENTED       DOD
 BX0162  HISTORY     - 1966     GOOD             CGS
 BX0162  HISTORY     - 1977     GOOD             NGS
 BX0162
 BX0162                          STATION DESCRIPTION
 BX0162
 BX0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0162'14.75 MI SW FROM JONESVILLE.
 BX0162'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BX0162'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX0162'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BX0162'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 4.15 MILES SOUTHWEST ALONG
 BX0162'STATE HIGHWAY 28, IN SECTION 1, T 6 N, R 4 E, ABOUT 0.1 MILE SOUTHEAST
 BX0162'OF THE PROSPERITY BAPTIST CHURCH, 120 FEET NORTH OF THE CENTER OF THE
 BX0162'INTERSECTION OF A PAVED ROAD, 120 FEET NORTHWEST OF THE CENTER LINE OF
 BX0162'THE HIGHWAY, 33 FEET NORTHEAST OF THE CENTER LINE OF THE PAVED ROAD,
 BX0162'73 1/2 FEET SOUTHWEST OF A POWER POLE WITH A LINE CROSSING OVER THE
 BX0162'HIGHWAY, 2.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 9 FEET
 BX0162'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0162'PROJECTING 10 INCHES.
 BX0162
 BX0162                          STATION RECOVERY (1977)
 BX0162
 BX0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0162'ABOUT 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION
 BX0162'OF U.S. HIGHWAY 84 AND STATE HIGHWAY 28 WHICH IS 11 MILES SOUTHWEST
 BX0162'OF JONESVILLE, ABOUT 0.1 MILE SOUTH OF THE PROSPERITY BAPTIST CHURCH,
 BX0162'IN SECTION 1, T6N, R4E, 120 FEET NORTH OF THE CENTER LINE OF HIGHWAY
 BX0162'28, 73.5 FEET SOUTHWEST OF A POWER POLE, 33 FEET NORTHEAST OF THE
 BX0162'CENTER OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0168 ***********************************************************************
 BX0168  DESIGNATION -  H 26 9 USE
 BX0168  PID         -  BX0168
 BX0168  STATE/COUNTY-  LA/LA SALLE
 BX0168  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0168
 BX0168                         *CURRENT SURVEY CONTROL
 BX0168  ___________________________________________________________________
 BX0168* NAD 83(1986)-  31 31 13.     (N)    092 02 12.     (W)     SCALED    
 BX0168* NAVD 88     -        14.42   (+/-2cm)      47.3    (feet)  VERTCON   
 BX0168  ___________________________________________________________________
 BX0168  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX0168
 BX0168  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0168
 BX0168.The horizontal coordinates were scaled from a topographic map and have
 BX0168.an estimated accuracy of +/- 6 seconds.
 BX0168
 BX0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0168.The vertical order pertains to the NGVD 29 superseded value.
 BX0168
 BX0168.The geoid height was determined by GEOID03.
 BX0168
 BX0168;                    North         East    Units  Estimated Accuracy
 BX0168;SPC LA N     -   113,220.    1,044,010.      MT  (+/- 180 meters Scaled)
 BX0168
 BX0168                          SUPERSEDED SURVEY CONTROL
 BX0168
 BX0168  NGVD 29 (??/??/??)   14.405  (m)           47.26   (f) ADJUSTED    1 2
 BX0168
 BX0168.Superseded values are not recommended for survey control.
 BX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0168.See file dsdata.txt to determine how the superseded data were derived.
 BX0168
 BX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ914876(NAD 83)
 BX0168_MARKER: DD = SURVEY DISK
 BX0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0168_STAMPING: H-26-9 64
 BX0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0168+STABILITY: SURFACE MOTION
 BX0168
 BX0168  HISTORY     - Date     Condition        Report By
 BX0168  HISTORY     - UNK      MONUMENTED       DOD
 BX0168  HISTORY     - 1966     GOOD             CGS
 BX0168  HISTORY     - 1977     GOOD             NGS
 BX0168
 BX0168                          STATION DESCRIPTION
 BX0168
 BX0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0168'15.85 MI SW FROM JONESVILLE.
 BX0168'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BX0168'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX0168'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BX0168'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 5.25 MILES SOUTHWEST ALONG
 BX0168'STATE HIGHWAY 28, IN SECTION 2, T 6 N, R 5 E, ABOUT 0.3 MILE SOUTHWEST
 BX0168'OF THE THOMPSON TRUCK STOP AND CAFE, 102 FEET NORTHWEST OF THE CENTER
 BX0168'LINE OF THE HIGHWAY, 271 FEET NORTHEAST OF THE NORTHEAST END OF A
 BX0168'CONCRETE HEAD WALL AND THE LOCATION OF BENCH MARK X 236 1966, 1 FOOT
 BX0168'NORTHWEST OF A FENCE, 1.8 FEET NORTHWEST OF A METAL WITNESS POST,
 BX0168'ABOUT 15 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX0168'CONCRETE POST PROJECTING 10 INCHES.
 BX0168
 BX0168                          STATION RECOVERY (1977)
 BX0168
 BX0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0168'ABOUT 5.25 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION
 BX0168'OF U.S. HIGHWAY 84 AND STATE HIGHWAY 28 WHICH IS 11 MILES SOUTHWEST
 BX0168'OF JONESVILLE, IN SECTION 2, T6N, R5E, 102 FEET NORTHWEST OF THE
 BX0168'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1491 ***********************************************************************
 CQ1491  DESIGNATION -  H 261
 CQ1491  PID         -  CQ1491
 CQ1491  STATE/COUNTY-  LA/RED RIVER
 CQ1491  USGS QUAD   -  HARMON (1980)
 CQ1491
 CQ1491                         *CURRENT SURVEY CONTROL
 CQ1491  ___________________________________________________________________
 CQ1491* NAD 83(1986)-  32 05 43.     (N)    093 28 41.     (W)     SCALED    
 CQ1491* NAVD 88     -        42.742  (meters)     140.23   (feet)  ADJUSTED  
 CQ1491  ___________________________________________________________________
 CQ1491  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1491  DYNAMIC HT  -          42.693 (meters)     140.07  (feet)  COMP
 CQ1491  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CQ1491
 CQ1491  VERT ORDER  -  FIRST     CLASS I
 CQ1491
 CQ1491.The horizontal coordinates were scaled from a topographic map and have
 CQ1491.an estimated accuracy of +/- 6 seconds.
 CQ1491
 CQ1491.The orthometric height was determined by differential leveling
 CQ1491.and adjusted by the National Geodetic Survey in February 1994..
 CQ1491
 CQ1491.The geoid height was determined by GEOID03.
 CQ1491
 CQ1491.The dynamic height is computed by dividing the NAVD 88
 CQ1491.geopotential number by the normal gravity value computed on the
 CQ1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1491.degrees latitude (g = 980.6199 gals.).
 CQ1491
 CQ1491.The modeled gravity was interpolated from observed gravity values.
 CQ1491
 CQ1491;                    North         East    Units  Estimated Accuracy
 CQ1491;SPC LA N     -   177,290.      907,690.      MT  (+/- 180 meters Scaled)
 CQ1491
 CQ1491                          SUPERSEDED SURVEY CONTROL
 CQ1491
 CQ1491  NAVD 88 (06/15/91)   42.741  (m)          140.23   (f) UNKNOWN     1 1
 CQ1491  NGVD 29 (??/??/??)   42.801  (m)          140.42   (f) ADJUSTED    1 1
 CQ1491
 CQ1491.Superseded values are not recommended for survey control.
 CQ1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1491.See file dsdata.txt to determine how the superseded data were derived.
 CQ1491
 CQ1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR548510(NAD 83)
 CQ1491_MARKER: DB = BENCH MARK DISK
 CQ1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1491_STAMPING: H 261 1969
 CQ1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1491+STABILITY: SURFACE MOTION
 CQ1491
 CQ1491  HISTORY     - Date     Condition        Report By
 CQ1491  HISTORY     - 1969     MONUMENTED       CGS
 CQ1491  HISTORY     - 1977     GOOD             NGS
 CQ1491  HISTORY     - 1987     GOOD             USPSQD
 CQ1491  HISTORY     - 19970916 GOOD             USPSQD
 CQ1491
 CQ1491                          STATION DESCRIPTION
 CQ1491
 CQ1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1491'11.25 MI NW FROM COUSHATTA.
 CQ1491'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1491'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1491'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 0.7 MILE NORTH ALONG
 CQ1491'STATE HIGHWAY 1, IN SECTION 22, T 13 N, R 11 W, 0.1 MILE NORTHWEST OF
 CQ1491'A CEMETERY, 59 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 93
 CQ1491'FEET WEST OF A 48-INCH PECAN TREE, 39 FEET NORTH OF THE CENTER LINE OF
 CQ1491'A PRIVATE DRIVEWAY, 16 FEET NORTH OF A CORNER FENCE POST, 1 1/2 FEET
 CQ1491'WEST OF A FENCE, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 CQ1491'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ1491'WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1491
 CQ1491                          STATION RECOVERY (1977)
 CQ1491
 CQ1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1491'RECOVERED IN GOOD CONDITION.
 CQ1491
 CQ1491                          STATION RECOVERY (1987)
 CQ1491
 CQ1491'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1491'RECOVERED IN GOOD CONDITION.
 CQ1491
 CQ1491                          STATION RECOVERY (1997)
 CQ1491
 CQ1491'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1083 ***********************************************************************
 BX1083  DESIGNATION -  H 262
 BX1083  PID         -  BX1083
 BX1083  STATE/COUNTY-  LA/GRANT
 BX1083  USGS QUAD   -  BOYCE (1992)
 BX1083
 BX1083                         *CURRENT SURVEY CONTROL
 BX1083  ___________________________________________________________________
 BX1083* NAD 83(1986)-  31 24 35.     (N)    092 39 49.     (W)     SCALED    
 BX1083* NAVD 88     -        27.689  (meters)      90.84   (feet)  ADJUSTED  
 BX1083  ___________________________________________________________________
 BX1083  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BX1083  DYNAMIC HT  -          27.655 (meters)      90.73  (feet)  COMP
 BX1083  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 BX1083
 BX1083  VERT ORDER  -  FIRST     CLASS I
 BX1083
 BX1083.The horizontal coordinates were scaled from a topographic map and have
 BX1083.an estimated accuracy of +/- 6 seconds.
 BX1083
 BX1083.The orthometric height was determined by differential leveling
 BX1083.and adjusted by the National Geodetic Survey in February 1994..
 BX1083
 BX1083.The geoid height was determined by GEOID03.
 BX1083
 BX1083.The dynamic height is computed by dividing the NAVD 88
 BX1083.geopotential number by the normal gravity value computed on the
 BX1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1083.degrees latitude (g = 980.6199 gals.).
 BX1083
 BX1083.The modeled gravity was interpolated from observed gravity values.
 BX1083
 BX1083;                    North         East    Units  Estimated Accuracy
 BX1083;SPC LA N     -   100,880.      984,440.      MT  (+/- 180 meters Scaled)
 BX1083
 BX1083                          SUPERSEDED SURVEY CONTROL
 BX1083
 BX1083  NAVD 88 (06/15/91)   27.688  (m)           90.84   (f) UNKNOWN     1 1
 BX1083  NGVD 29 (??/??/??)   27.689  (m)           90.84   (f) ADJUSTED    1 1
 BX1083
 BX1083.Superseded values are not recommended for survey control.
 BX1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1083.See file dsdata.txt to determine how the superseded data were derived.
 BX1083
 BX1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ319750(NAD 83)
 BX1083_MARKER: DB = BENCH MARK DISK
 BX1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1083_SP_SET: CULVERT
 BX1083_STAMPING: H 262 1969
 BX1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1083
 BX1083  HISTORY     - Date     Condition        Report By
 BX1083  HISTORY     - 1969     MONUMENTED       CGS
 BX1083  HISTORY     - 1977     GOOD             NGS
 BX1083
 BX1083                          STATION DESCRIPTION
 BX1083
 BX1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1083'1.65 MI N FROM BOYCE.
 BX1083'ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1083'BOYCE, NEAR THE MIDDLE AND ON THE OUTSIDE OF A LONG CURVE IN THE
 BX1083'HIGHWAY, 34 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BX1083'CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL OF A 30-INCH CONCRETE
 BX1083'CULVERT UNDER THE HIGHWAY, 26 FEET NORTHWEST OF THE NORTH GATE POST
 BX1083'FOR A GATE TO A FIELD, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 BX1083'HIGHWAY.
 BX1083
 BX1083                          STATION RECOVERY (1977)
 BX1083
 BX1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0235 ***********************************************************************
 BX0235  DESIGNATION -  H 26.2 USE
 BX0235  PID         -  BX0235
 BX0235  STATE/COUNTY-  LA/LA SALLE
 BX0235  USGS QUAD   -  JENA EAST (1985)
 BX0235
 BX0235                         *CURRENT SURVEY CONTROL
 BX0235  ___________________________________________________________________
 BX0235* NAD 83(1986)-  31 39 14.     (N)    092 03 10.     (W)     SCALED    
 BX0235* NAVD 88     -        36.74   (+/-2cm)     120.5    (feet)  VERTCON   
 BX0235  ___________________________________________________________________
 BX0235  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX0235
 BX0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0235
 BX0235.The horizontal coordinates were scaled from a topographic map and have
 BX0235.an estimated accuracy of +/- 6 seconds.
 BX0235
 BX0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0235.The vertical order pertains to the NGVD 29 superseded value.
 BX0235
 BX0235.The geoid height was determined by GEOID03.
 BX0235
 BX0235;                    North         East    Units  Estimated Accuracy
 BX0235;SPC LA N     -   128,030.    1,042,410.      MT  (+/- 180 meters Scaled)
 BX0235
 BX0235                          SUPERSEDED SURVEY CONTROL
 BX0235
 BX0235  NGVD 29 (??/??/??)   36.734  (m)          120.52   (f) ADJUSTED    2 0
 BX0235
 BX0235.Superseded values are not recommended for survey control.
 BX0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0235.See file dsdata.txt to determine how the superseded data were derived.
 BX0235
 BX0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR898024(NAD 83)
 BX0235_MARKER: P = PIPE CAP
 BX0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0235_STAMPING: 26.2
 BX0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0235
 BX0235  HISTORY     - Date     Condition        Report By
 BX0235  HISTORY     - UNK      MONUMENTED       DOD
 BX0235  HISTORY     - 1935     GOOD             CGS
 BX0235
 BX0235                          STATION DESCRIPTION
 BX0235
 BX0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0235'3.4 MI W FROM RHINEHART.
 BX0235'3.4 MI W OF STATION ALONG THE L AND A R R 17 FEET S OF CENTER OF TRACK
 BX0235'AT COUNTRY ROAD CROSSING. 210 YARDS E OF MILEPOST 192.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1064 ***********************************************************************
 BK1064  DESIGNATION -  H 263
 BK1064  PID         -  BK1064
 BK1064  STATE/COUNTY-  LA/ALLEN
 BK1064  USGS QUAD   -  OAKDALE (1993)
 BK1064
 BK1064                         *CURRENT SURVEY CONTROL
 BK1064  ___________________________________________________________________
 BK1064* NAD 83(1986)-  30 47 07.     (N)    092 40 45.     (W)     SCALED    
 BK1064* NAVD 88     -        33.550  (meters)     110.07   (feet)  ADJUSTED  
 BK1064  ___________________________________________________________________
 BK1064  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK1064  DYNAMIC HT  -          33.507 (meters)     109.93  (feet)  COMP
 BK1064  MODELED GRAV-     979,362.7   (mgal)                       NAVD 88
 BK1064
 BK1064  VERT ORDER  -  FIRST     CLASS I
 BK1064
 BK1064.The horizontal coordinates were scaled from a topographic map and have
 BK1064.an estimated accuracy of +/- 6 seconds.
 BK1064
 BK1064.The orthometric height was determined by differential leveling
 BK1064.and adjusted by the National Geodetic Survey in February 1994..
 BK1064
 BK1064.The geoid height was determined by GEOID03.
 BK1064
 BK1064.The dynamic height is computed by dividing the NAVD 88
 BK1064.geopotential number by the normal gravity value computed on the
 BK1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1064.degrees latitude (g = 980.6199 gals.).
 BK1064
 BK1064.The modeled gravity was interpolated from observed gravity values.
 BK1064
 BK1064;                    North         East    Units  Estimated Accuracy
 BK1064;SPC LA S     -   254,070.      871,180.      MT  (+/- 180 meters Scaled)
 BK1064
 BK1064                          SUPERSEDED SURVEY CONTROL
 BK1064
 BK1064  NAVD 88 (06/15/91)   33.541  (m)          110.04   (f) UNKNOWN     1 1
 BK1064  NGVD 29 (??/??/??)   33.524  (m)          109.99   (f) ADJUSTED    1 1
 BK1064
 BK1064.Superseded values are not recommended for survey control.
 BK1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1064.See file dsdata.txt to determine how the superseded data were derived.
 BK1064
 BK1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ306058(NAD 83)
 BK1064_MARKER: DB = BENCH MARK DISK
 BK1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1064_STAMPING: H 263 1969
 BK1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1064+STABILITY: SURFACE MOTION
 BK1064
 BK1064  HISTORY     - Date     Condition        Report By
 BK1064  HISTORY     - 1969     MONUMENTED       CGS
 BK1064  HISTORY     - 1970     GOOD             NGS
 BK1064
 BK1064                          STATION DESCRIPTION
 BK1064
 BK1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1064'2.4 MI SW FROM OAKDALE.
 BK1064'ABOUT 2.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1064'STATION AT OAKDALE, IN SECTION 21, T 3 S, R 3 W, 2 POLES SOUTHWEST OF
 BK1064'MILEPOST 638, 194 FEET NORTHWEST AND ACROSS U.S. HIGHWAY 165 FROM THE
 BK1064'NORTHWEST RAIL, 109 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BK1064'37 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD WHICH LEADS TO A ROAD
 BK1064'SIDE REST AREA, 1 1/2 FEET EAST OF A FENCE, 1.0 FOOT SOUTH OF A METAL
 BK1064'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BK1064'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1819 ***********************************************************************
 BX1819  DESIGNATION -  H 264
 BX1819  PID         -  BX1819
 BX1819  STATE/COUNTY-  LA/RED RIVER
 BX1819  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1819
 BX1819                         *CURRENT SURVEY CONTROL
 BX1819  ___________________________________________________________________
 BX1819* NAD 83(1986)-  31 58 52.     (N)    093 13 33.     (W)     SCALED    
 BX1819* NAVD 88     -        58.98   (+/-2cm)     193.5    (feet)  VERTCON   
 BX1819  ___________________________________________________________________
 BX1819  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1819
 BX1819  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1819
 BX1819.The horizontal coordinates were scaled from a topographic map and have
 BX1819.an estimated accuracy of +/- 6 seconds.
 BX1819
 BX1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1819.The vertical order pertains to the NGVD 29 superseded value.
 BX1819
 BX1819.The geoid height was determined by GEOID03.
 BX1819
 BX1819;                    North         East    Units  Estimated Accuracy
 BX1819;SPC LA N     -   164,450.      931,410.      MT  (+/- 180 meters Scaled)
 BX1819
 BX1819                          SUPERSEDED SURVEY CONTROL
 BX1819
 BX1819  NGVD 29 (??/??/??)   59.030  (m)          193.67   (f) ADJUSTED    1 1
 BX1819
 BX1819.Superseded values are not recommended for survey control.
 BX1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1819.See file dsdata.txt to determine how the superseded data were derived.
 BX1819
 BX1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR786383(NAD 83)
 BX1819_MARKER: DB = BENCH MARK DISK
 BX1819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1819_SP_SET: CULVERT
 BX1819_STAMPING: H 264 1969
 BX1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1819+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1819
 BX1819  HISTORY     - Date     Condition        Report By
 BX1819  HISTORY     - 1969     MONUMENTED       CGS
 BX1819  HISTORY     - 20010922 GOOD             USPSQD
 BX1819  HISTORY     - 20060610 GOOD             USPSQD
 BX1819
 BX1819                          STATION DESCRIPTION
 BX1819
 BX1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1819'7.8 MI SE FROM COUSHATTA.
 BX1819'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1819'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 BX1819'THENCE 6.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 BX1819'31, T 12 N, R 8 W, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BX1819'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 BX1819'CONCRETE BOX CULVERT, 104 FEET WEST OF THE CENTER LINE OF A PRIVATE
 BX1819'DRIVEWAY WHICH LEADS NORTH, 43 FEET SOUTH OF THE SOUTH EDGE OF A POND,
 BX1819'AND ABOUT LEVEL WITH THE HIGHWAY.
 BX1819
 BX1819                          STATION RECOVERY (2001)
 BX1819
 BX1819'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1819'RECOVERED IN GOOD CONDITION.
 BX1819
 BX1819                          STATION RECOVERY (2006)
 BX1819
 BX1819'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1825 ***********************************************************************
 BX1825  DESIGNATION -  H 265
 BX1825  PID         -  BX1825
 BX1825  STATE/COUNTY-  LA/NATCHITOCHES
 BX1825  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1825
 BX1825                         *CURRENT SURVEY CONTROL
 BX1825  ___________________________________________________________________
 BX1825* NAD 83(1986)-  31 56 49.     (N)    093 09 29.     (W)     SCALED    
 BX1825* NAVD 88     -        54.20   (+/-2cm)     177.8    (feet)  VERTCON   
 BX1825  ___________________________________________________________________
 BX1825  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX1825
 BX1825  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1825
 BX1825.The horizontal coordinates were scaled from a topographic map and have
 BX1825.an estimated accuracy of +/- 6 seconds.
 BX1825
 BX1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1825.The vertical order pertains to the NGVD 29 superseded value.
 BX1825
 BX1825.The geoid height was determined by GEOID03.
 BX1825
 BX1825;                    North         East    Units  Estimated Accuracy
 BX1825;SPC LA N     -   160,620.      937,790.      MT  (+/- 180 meters Scaled)
 BX1825
 BX1825                          SUPERSEDED SURVEY CONTROL
 BX1825
 BX1825  NGVD 29 (??/??/??)   54.245  (m)          177.97   (f) ADJUSTED    1 1
 BX1825
 BX1825.Superseded values are not recommended for survey control.
 BX1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1825.See file dsdata.txt to determine how the superseded data were derived.
 BX1825
 BX1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR850345(NAD 83)
 BX1825_MARKER: DB = BENCH MARK DISK
 BX1825_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1825_SP_SET: 72 FEET
 BX1825_STAMPING: H 265 1969
 BX1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1825
 BX1825  HISTORY     - Date     Condition        Report By
 BX1825  HISTORY     - 1969     MONUMENTED       CGS
 BX1825  HISTORY     - 1986     POOR             USPSQD
 BX1825  HISTORY     - 19950507 MARK NOT FOUND   USPSQD
 BX1825  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1825
 BX1825                          STATION DESCRIPTION
 BX1825
 BX1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1825'5.4 MI NW FROM CAMPTI.
 BX1825'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1825'AT CAMPTI, THENCE 5.15 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1825'IN SECTION 11, T 11 N, R 8 W, 64 FEET NORTHEAST OF THE CENTER LINE OF
 BX1825'THE HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 486, 75
 BX1825'FEET SOUTHEAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 44 FEET
 BX1825'SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL CATTLE GUARD, 1 FOOT
 BX1825'NORTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 BX1825'WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 BX1825'IS DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED IN A 6-INCH IRON PIPE
 BX1825'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 BX1825
 BX1825                          STATION RECOVERY (1986)
 BX1825
 BX1825'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGC)
 BX1825'MARK RECOVERED IN POOR CONDITION.
 BX1825
 BX1825                          STATION RECOVERY (1995)
 BX1825
 BX1825'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1825'MARK NOT FOUND.
 BX1825
 BX1825                          STATION RECOVERY (2001)
 BX1825
 BX1825'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0218 ***********************************************************************
 BX0218  DESIGNATION -  H 26.5 USE
 BX0218  PID         -  BX0218
 BX0218  STATE/COUNTY-  LA/LA SALLE
 BX0218  USGS QUAD   -  JENA WEST (1985)
 BX0218
 BX0218                         *CURRENT SURVEY CONTROL
 BX0218  ___________________________________________________________________
 BX0218* NAD 83(1986)-  31 40 57.     (N)    092 07 58.     (W)     SCALED    
 BX0218* NAVD 88     -        47.92   (+/-2cm)     157.2    (feet)  VERTCON   
 BX0218  ___________________________________________________________________
 BX0218  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX0218
 BX0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0218
 BX0218.The horizontal coordinates were scaled from a topographic map and have
 BX0218.an estimated accuracy of +/- 6 seconds.
 BX0218
 BX0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0218.The vertical order pertains to the NGVD 29 superseded value.
 BX0218
 BX0218.The geoid height was determined by GEOID03.
 BX0218
 BX0218;                    North         East    Units  Estimated Accuracy
 BX0218;SPC LA N     -   131,170.    1,034,820.      MT  (+/- 180 meters Scaled)
 BX0218
 BX0218                          SUPERSEDED SURVEY CONTROL
 BX0218
 BX0218  NGVD 29 (??/??/??)   47.915  (m)          157.20   (f) ADJUSTED    2 0
 BX0218
 BX0218.Superseded values are not recommended for survey control.
 BX0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0218.See file dsdata.txt to determine how the superseded data were derived.
 BX0218
 BX0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR821055(NAD 83)
 BX0218_MARKER: P = PIPE CAP
 BX0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0218_STAMPING: H 26.5
 BX0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0218
 BX0218  HISTORY     - Date     Condition        Report By
 BX0218  HISTORY     - UNK      MONUMENTED       DOD
 BX0218  HISTORY     - 1935     GOOD             CGS
 BX0218  HISTORY     - 1949     GOOD             CGS
 BX0218
 BX0218                          STATION DESCRIPTION
 BX0218
 BX0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0218'IN JENA.
 BX0218'AT JENA AND ALONG THE L AND A R R 44 FEET S OF CENTER OF MAIN TRACK.
 BX0218'70 FEET S OF STATION.
 BX0218
 BX0218                          STATION RECOVERY (1949)
 BX0218
 BX0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BX0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0728 ***********************************************************************
 BK0728  DESIGNATION -  H 266
 BK0728  PID         -  BK0728
 BK0728  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0728  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0728
 BK0728                         *CURRENT SURVEY CONTROL
 BK0728  ___________________________________________________________________
 BK0728* NAD 83(1986)-  30 26 15.     (N)    092 52 34.     (W)     SCALED    
 BK0728* NAVD 88     -        12.165  (meters)      39.91   (feet)  ADJUSTED  
 BK0728  ___________________________________________________________________
 BK0728  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0728  DYNAMIC HT  -          12.149 (meters)      39.86  (feet)  COMP
 BK0728  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 BK0728
 BK0728  VERT ORDER  -  FIRST     CLASS I
 BK0728
 BK0728.The horizontal coordinates were scaled from a topographic map and have
 BK0728.an estimated accuracy of +/- 6 seconds.
 BK0728
 BK0728.The orthometric height was determined by differential leveling
 BK0728.and adjusted by the National Geodetic Survey in February 1994..
 BK0728
 BK0728.The geoid height was determined by GEOID03.
 BK0728
 BK0728.The dynamic height is computed by dividing the NAVD 88
 BK0728.geopotential number by the normal gravity value computed on the
 BK0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0728.degrees latitude (g = 980.6199 gals.).
 BK0728
 BK0728.The modeled gravity was interpolated from observed gravity values.
 BK0728
 BK0728;                    North         East    Units  Estimated Accuracy
 BK0728;SPC LA S     -   215,760.      851,810.      MT  (+/- 180 meters Scaled)
 BK0728
 BK0728                          SUPERSEDED SURVEY CONTROL
 BK0728
 BK0728  NAVD 88 (06/15/91)   12.147  (m)           39.85   (f) UNKNOWN     1 1
 BK0728  NGVD 29 (??/??/??)   12.128  (m)           39.79   (f) ADJUSTED    1 1
 BK0728
 BK0728.Superseded values are not recommended for survey control.
 BK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0728.See file dsdata.txt to determine how the superseded data were derived.
 BK0728
 BK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP118672(NAD 83)
 BK0728_MARKER: DB = BENCH MARK DISK
 BK0728_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK0728_SP_SET: 58 FEET
 BK0728_STAMPING: H 266 1969
 BK0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0728
 BK0728  HISTORY     - Date     Condition        Report By
 BK0728  HISTORY     - 1969     MONUMENTED       CGS
 BK0728  HISTORY     - 1970     GOOD             NGS
 BK0728  HISTORY     - 19961222 MARK NOT FOUND   USPSQD
 BK0728
 BK0728                          STATION DESCRIPTION
 BK0728
 BK0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0728'4.1 MI SW FROM KINDER.
 BK0728'ABOUT 4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0728'PACIFIC RAILROAD STATION AT KINDER, 78 FEET SOUTHEAST OF THE CENTER OF
 BK0728'A CROSSING OF THE MISSOURI PACIFIC RAILROAD AND A PAVED ROAD WHICH IS
 BK0728'THE ALLEN-JEFFERSON DAVID PARISH LINE, 0.2 MILE NORTHEAST OF MILEPOST
 BK0728'665, 144 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE CENTER LINE OF
 BK0728'THE HIGHWAY, 56 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 221 FEET WEST OF
 BK0728'THE NORTHWEST CORNER OF THE TENNESSEE GAS COMPANY COMPRESSOR STATION
 BK0728'OFFICE BUILDING, 116 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE
 BK0728'STATION, 5 1/2 FEET SOUTH OF A METAL CORNER FENCE POST, 1 FOOT WEST OF
 BK0728'A CHAIN LINK FENCE, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A
 BK0728'5/8-INCH COPPER COATED ROAD THAT IS DRIVEN TO THE DEPTH OF 58 FEET AND
 BK0728'IS ENCASED IN A 4-INCH IRON PIPE WHICH IS 1 INCH BELOW THE SURFACE OF
 BK0728'THE GROUND.  SECTION 22, T 7S, R 5W.
 BK0728
 BK0728                          STATION RECOVERY (1996)
 BK0728
 BK0728'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0205 ***********************************************************************
 BX0205  DESIGNATION -  H 26.7 USE
 BX0205  PID         -  BX0205
 BX0205  STATE/COUNTY-  LA/LA SALLE
 BX0205  USGS QUAD   -  JENA WEST (1985)
 BX0205
 BX0205                         *CURRENT SURVEY CONTROL
 BX0205  ___________________________________________________________________
 BX0205* NAD 83(1986)-  31 41 49.     (N)    092 13 39.     (W)     SCALED    
 BX0205* NAVD 88     -        34.54   (+/-2cm)     113.3    (feet)  VERTCON   
 BX0205  ___________________________________________________________________
 BX0205  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0205
 BX0205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0205
 BX0205.The horizontal coordinates were scaled from a topographic map and have
 BX0205.an estimated accuracy of +/- 6 seconds.
 BX0205
 BX0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0205.The vertical order pertains to the NGVD 29 superseded value.
 BX0205
 BX0205.The geoid height was determined by GEOID03.
 BX0205
 BX0205;                    North         East    Units  Estimated Accuracy
 BX0205;SPC LA N     -   132,740.    1,025,830.      MT  (+/- 180 meters Scaled)
 BX0205
 BX0205                          SUPERSEDED SURVEY CONTROL
 BX0205
 BX0205  NGVD 29 (??/??/??)   34.538  (m)          113.31   (f) ADJUSTED    2 0
 BX0205
 BX0205.Superseded values are not recommended for survey control.
 BX0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0205.See file dsdata.txt to determine how the superseded data were derived.
 BX0205
 BX0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR732071(NAD 83)
 BX0205_MARKER: P = PIPE CAP
 BX0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0205_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0205_STAMPING: 26.7
 BX0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0205
 BX0205  HISTORY     - Date     Condition        Report By
 BX0205  HISTORY     - UNK      MONUMENTED       DOD
 BX0205  HISTORY     - 1935     GOOD             CGS
 BX0205
 BX0205                          STATION DESCRIPTION
 BX0205
 BX0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0205'2.9 MI W FROM TROUT.
 BX0205'2.9 MI W OF AND ALONG THE L AND A R R 1/2 MILE NW OF GIFFORD HILL
 BX0205'GRAVEL CO.  20 FEET N OF TRACK.  1 FOOT FROM LARGE CONCRETE STATION
 BX0205'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1725 ***********************************************************************
 BK1725  DESIGNATION -  H 269
 BK1725  PID         -  BK1725
 BK1725  STATE/COUNTY-  LA/CALCASIEU
 BK1725  USGS QUAD   -  ECHO (1994)
 BK1725
 BK1725                         *CURRENT SURVEY CONTROL
 BK1725  ___________________________________________________________________
 BK1725* NAD 83(1986)-  30 09 32.     (N)    093 38 20.     (W)     SCALED    
 BK1725* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 BK1725  ___________________________________________________________________
 BK1725  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1725  DYNAMIC HT  -           4.298 (meters)      14.10  (feet)  COMP
 BK1725  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 BK1725
 BK1725  VERT ORDER  -  FIRST     CLASS I
 BK1725
 BK1725.The horizontal coordinates were scaled from a topographic map and have
 BK1725.an estimated accuracy of +/- 6 seconds.
 BK1725
 BK1725.The orthometric height was determined by differential leveling
 BK1725.and adjusted by the National Geodetic Survey in February 1994..
 BK1725.WARNING-Repeat measurements at this control monument indicate possible
 BK1725.vertical movement.
 BK1725
 BK1725.The geoid height was determined by GEOID03.
 BK1725
 BK1725.The dynamic height is computed by dividing the NAVD 88
 BK1725.geopotential number by the normal gravity value computed on the
 BK1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1725.degrees latitude (g = 980.6199 gals.).
 BK1725
 BK1725.The modeled gravity was interpolated from observed gravity values.
 BK1725
 BK1725;                    North         East    Units  Estimated Accuracy
 BK1725;SPC LA S     -   186,110.      777,930.      MT  (+/- 180 meters Scaled)
 BK1725
 BK1725                          SUPERSEDED SURVEY CONTROL
 BK1725
 BK1725  NAVD 88 (06/15/91)    4.303  (m)           14.12   (f) UNKNOWN     1 1
 BK1725  NGVD 29 (??/??/??)    4.238  (m)           13.90   (f) ADJUSTED    1 1
 BK1725
 BK1725.Superseded values are not recommended for survey control.
 BK1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1725.See file dsdata.txt to determine how the superseded data were derived.
 BK1725
 BK1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP384365(NAD 83)
 BK1725_MARKER: DB = BENCH MARK DISK
 BK1725_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BK1725+WITH SETTING: INTO GROUND
 BK1725_SP_SET: METAL ROD WITH BASE PLATE
 BK1725_STAMPING: H 269 1972
 BK1725_MARK LOGO: NGS   
 BK1725_PROJECTION: PROJECTING 2 CENTIMETERS
 BK1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1725+STABILITY: SURFACE MOTION
 BK1725_ROD/PIPE-DEPTH: 1.2  meters
 BK1725
 BK1725  HISTORY     - Date     Condition        Report By
 BK1725  HISTORY     - 1972     MONUMENTED       NGS
 BK1725  HISTORY     - 1981     GOOD             NGS
 BK1725  HISTORY     - 1984     GOOD             LADTD
 BK1725  HISTORY     - 1986     GOOD             NGS
 BK1725  HISTORY     - 1988     GOOD             USPSQD
 BK1725  HISTORY     - 1988     GOOD             USPSQD
 BK1725  HISTORY     - 19981024 GOOD             USPSQD
 BK1725  HISTORY     - 20041009 GOOD             USPSQD
 BK1725
 BK1725                          STATION DESCRIPTION
 BK1725
 BK1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1725'4.0 MI SW FROM VINTON.
 BK1725'ABOUT 4.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1725'MUNICIPAL BUILDING AT VINTON, 370 FEET SOUTHWEST OF THE CENTER OF THE
 BK1725'INTERSECTION OF STATE HIGHWAY 109 AND U.S. HIGHWAY 90, 169 FEET
 BK1725'SOUTHEAST OF AND ACROSS U.S. HIGHWAY 90 FROM THE SOUTHEAST RAIL, 107
 BK1725'FEET EAST OF AND ACROSS U.S. HIGHWAY 90 FROM A POWER POLE NO. 201-381,
 BK1725'40 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90, 1 1/2 FEET
 BK1725'NORTH OF A FENCE, 0.4 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 1
 BK1725'FOOT BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 4-FOOT
 BK1725'COPPER COATED ROD THAT IS ATTACHED TO A METAL PLATE, THE DISK IS LEVEL
 BK1725'WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6-INCH IRON PIPE THAT
 BK1725'PROJECTS 1 INCH.  SECTION 25, T 10 S, R 13 W.
 BK1725
 BK1725                          STATION RECOVERY (1981)
 BK1725
 BK1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1725'6.4 KILOMETERS (4.0 MILES) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE
 BK1725'CITY MUNICIPAL BUILDING IN VINTON TO THE MARK ON THE LEFT, 0.08
 BK1725'KILOMETER (0.05 MILE) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY
 BK1725'109, ON THE NORTHWEST SIDE OF A BARBED WIRE FENCELINE, 112.77 METERS
 BK1725'(370.0 FEET) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 109, 12.19 METERS
 BK1725'(40.0 FEET) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 90, 51.5 METERS
 BK1725'(169.0 FEET) SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST RAIL
 BK1725'OF THE SOUTHERN PACIFIC RAILROAD, 0.45 METER (1.5 FEET) NORTHWEST OF
 BK1725'A BARBED WIRE FENCE.
 BK1725'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BK1725'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK1725
 BK1725                          STATION RECOVERY (1984)
 BK1725
 BK1725'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1725'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  COMMENCE AT
 BK1725'INTERSECTION OF LA.109 AND US 90 AND 60 WEST 0.13 KM (0.08 MILES) TO
 BK1725'THE MARK ON THE LEFT OF THE HIGHWAY, 12.0 METERS (39.5 FEET)
 BK1725'SOUTH-SOUTHEAST OF THE CENTERLINE OF US 90 HIGHWAY, .40 METERS (1.3
 BK1725'FEET) NORTH OF A CHAINLINK FENCE, 4.27 METERS (14 FEET) NORTHEAST OF A
 BK1725'8 INCH CEDAR TREE, 13.7 METERS (45 FEET) WEST OF A FORKED RED OAK
 BK1725'TREE.
 BK1725'THE MARK IS 0.12 METERS  E FROM A WITNESS POST.
 BK1725'THE MARK IS 0.43 M BELOW THE HIGHWAY.
 BK1725
 BK1725                          STATION RECOVERY (1986)
 BK1725
 BK1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1725'RECOVERED IN GOOD CONDITION.
 BK1725
 BK1725                          STATION RECOVERY (1988)
 BK1725
 BK1725'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1725'RECOVERED IN GOOD CONDITION.
 BK1725
 BK1725                          STATION RECOVERY (1988)
 BK1725
 BK1725'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHH)
 BK1725'RECOVERED IN GOOD CONDITION.
 BK1725
 BK1725                          STATION RECOVERY (1998)
 BK1725
 BK1725'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1725'RECOVERED IN GOOD CONDITION.
 BK1725
 BK1725                          STATION RECOVERY (2004)
 BK1725
 BK1725'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2223 ***********************************************************************
 BX2223  DESIGNATION -  H 27
 BX2223  PID         -  BX2223
 BX2223  STATE/COUNTY-  LA/SABINE
 BX2223  USGS QUAD   -  LORING (1994)
 BX2223
 BX2223                         *CURRENT SURVEY CONTROL
 BX2223  ___________________________________________________________________
 BX2223* NAD 83(1986)-  31 32 27.     (N)    093 32 07.     (W)     SCALED    
 BX2223* NAVD 88     -        63.14   (+/-2cm)     207.2    (feet)  VERTCON   
 BX2223  ___________________________________________________________________
 BX2223  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2223
 BX2223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2223
 BX2223.The horizontal coordinates were scaled from a topographic map and have
 BX2223.an estimated accuracy of +/- 6 seconds.
 BX2223
 BX2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2223.The vertical order pertains to the NGVD 29 superseded value.
 BX2223
 BX2223.The geoid height was determined by GEOID03.
 BX2223
 BX2223;                    North         East    Units  Estimated Accuracy
 BX2223;SPC LA N     -   115,870.      901,700.      MT  (+/- 180 meters Scaled)
 BX2223
 BX2223                          SUPERSEDED SURVEY CONTROL
 BX2223
 BX2223  NGVD 29 (??/??/??)   63.226  (m)          207.43   (f) ADJUSTED    2 0
 BX2223
 BX2223.Superseded values are not recommended for survey control.
 BX2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2223.See file dsdata.txt to determine how the superseded data were derived.
 BX2223
 BX2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ491896(NAD 83)
 BX2223_MARKER: DB = BENCH MARK DISK
 BX2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2223_STAMPING: H 27 1934
 BX2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2223+STABILITY: SURFACE MOTION
 BX2223
 BX2223  HISTORY     - Date     Condition        Report By
 BX2223  HISTORY     - 1934     MONUMENTED       CGS
 BX2223  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX2223
 BX2223                          STATION DESCRIPTION
 BX2223
 BX2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2223'4.0 MI SW FROM MANY.
 BX2223'4.0 MILES SW OF AND ALONG STATE HIGHWAY NO. 6 15 YARDS N OF THE CENTER
 BX2223'OF THE HIGHWAY.  10 YARDS E OF COUNTRY ROAD.  100 YARDS E OF A FARM
 BX2223'HOUSE.  ABOUT 7 FEET E OF FENCE CORNER.
 BX2223
 BX2223                          STATION RECOVERY (1957)
 BX2223
 BX2223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX2223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0567 ***********************************************************************
 BX0567  DESIGNATION -  H 27 1 BOLT
 BX0567  PID         -  BX0567
 BX0567  STATE/COUNTY-  LA/RAPIDES
 BX0567  USGS QUAD   -  HOLLOWAY (1994)
 BX0567
 BX0567                         *CURRENT SURVEY CONTROL
 BX0567  ___________________________________________________________________
 BX0567* NAD 83(1986)-  31 23 48.     (N)    092 13 42.     (W)     SCALED    
 BX0567* NAVD 88     -        23.34   (+/-2cm)      76.6    (feet)  VERTCON   
 BX0567  ___________________________________________________________________
 BX0567  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX0567
 BX0567  VERT ORDER  -  ? (See Below)
 BX0567
 BX0567.The horizontal coordinates were scaled from a topographic map and have
 BX0567.an estimated accuracy of +/- 6 seconds.
 BX0567
 BX0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0567.The vertical order pertains to the NGVD 29 superseded value.
 BX0567
 BX0567.The geoid height was determined by GEOID03.
 BX0567
 BX0567;                    North         East    Units  Estimated Accuracy
 BX0567;SPC LA N     -    99,450.    1,025,840.      MT  (+/- 180 meters Scaled)
 BX0567
 BX0567                          SUPERSEDED SURVEY CONTROL
 BX0567
 BX0567  NGVD 29 (??/??/??)   23.316  (m)           76.50   (f) ADJUSTED    ?  
 BX0567
 BX0567.Superseded values are not recommended for survey control.
 BX0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0567.See file dsdata.txt to determine how the superseded data were derived.
 BX0567
 BX0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ733738(NAD 83)
 BX0567_MARKER: B = BOLT
 BX0567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0567_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0567_STAMPING: P.B.M. H 27-1 80.41
 BX0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0567
 BX0567  HISTORY     - Date     Condition        Report By
 BX0567  HISTORY     - UNK      MONUMENTED       DOD
 BX0567  HISTORY     - 1966     GOOD             CGS
 BX0567
 BX0567                          STATION DESCRIPTION
 BX0567
 BX0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0567'7.45 MI NE FROM LIBUSE.
 BX0567'ABOUT 6.95 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0567'AT LIBUSE, THENCE 0.5 MILE NORTH ALONG A PAVED ROAD, IN SECTION 29, T
 BX0567'5 N, R 2 E, ABOUT 0.5 MILE NORTH OF THE HOLLOWAY CHURCH, AT THE SOUTH
 BX0567'END OF A LONG CURVE IN THE ROAD, 20 1/2 FEET EAST OF THE CENTER LINE
 BX0567'OF THE ROAD, 81 FEET EAST-NORTHEAST OF AND ACROSS THE ROAD FROM AN
 BX0567'18-INCH OAK TREE BEARING A TRIANGULAR BLASE ON THE EAST SIDE, 8 FEET
 BX0567'SOUTH OF A 12-INCH PINE TREE, 2 1/2 FEET EAST OF A FENCE, 2.2 FEET
 BX0567'EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 BX0567'ROAD A COPPER BOLT ACCESS TO WHICH IS THROUGH A 3-INCH IRON PIPE WHICH
 BX0567'PROJECTS 1 FOOT AND HAS A USE STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0566 ***********************************************************************
 BX0566  DESIGNATION -  H 27 1 CAP
 BX0566  PID         -  BX0566
 BX0566  STATE/COUNTY-  LA/RAPIDES
 BX0566  USGS QUAD   -  HOLLOWAY (1994)
 BX0566
 BX0566                         *CURRENT SURVEY CONTROL
 BX0566  ___________________________________________________________________
 BX0566* NAD 83(1986)-  31 23 48.     (N)    092 13 43.     (W)     SCALED    
 BX0566* NAVD 88     -        24.60   (+/-2cm)      80.7    (feet)  VERTCON   
 BX0566  ___________________________________________________________________
 BX0566  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX0566
 BX0566  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0566
 BX0566.The horizontal coordinates were scaled from a topographic map and have
 BX0566.an estimated accuracy of +/- 6 seconds.
 BX0566
 BX0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0566.The vertical order pertains to the NGVD 29 superseded value.
 BX0566
 BX0566.The geoid height was determined by GEOID03.
 BX0566
 BX0566;                    North         East    Units  Estimated Accuracy
 BX0566;SPC LA N     -    99,450.    1,025,810.      MT  (+/- 180 meters Scaled)
 BX0566
 BX0566                          SUPERSEDED SURVEY CONTROL
 BX0566
 BX0566  NGVD 29 (12/01/98)   24.581  (m)           80.65   (f) ADJUSTED    1 2
 BX0566
 BX0566.Superseded values are not recommended for survey control.
 BX0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0566.See file dsdata.txt to determine how the superseded data were derived.
 BX0566
 BX0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ733738(NAD 83)
 BX0566_MARKER: P = PIPE CAP
 BX0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0566_STAMPING: PBM H 27-1 80.41
 BX0566_MARK LOGO: USE   
 BX0566_MAGNETIC: P = MARKER IS A STEEL PIPE
 BX0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0566+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 BX0566
 BX0566  HISTORY     - Date     Condition        Report By
 BX0566  HISTORY     - UNK      MONUMENTED       DOD
 BX0566  HISTORY     - 1966     GOOD             CGS
 BX0566  HISTORY     - 19930817 GOOD             LADTD
 BX0566
 BX0566                          STATION DESCRIPTION
 BX0566
 BX0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0566'7.45 MI NE FROM LIBUSE.
 BX0566'ABOUT 6.95 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0566'AT LIBUSE, THENCE 0.5 MILE NORTH ALONG A PAVED ROAD, IN SECTION 29, T
 BX0566'5 N, R 2 E, ABOUT 0.5 MILE NORTH OF THE HOLLOWAY CHURCH, AT THE SOUTH
 BX0566'END OF A LONG CURVE IN THE ROAD, 20 1/2 FEET EAST OF THE CENTER LINE
 BX0566'OF THE ROAD, 81 FEET EAST-NORTHEAST OF AND ACROSS THE ROAD FROM AN
 BX0566'18-INCH OAK TREE BEARING A TRIANGULAR BLASE ON THE EAST SIDE, 8 FEET
 BX0566'SOUTH OF A 12-INCH PINE TREE, 2 1/2 FEET EAST OF A FENCE, 2.2 FEET
 BX0566'EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 BX0566'ROAD, A BRASS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1
 BX0566'FOOT.
 BX0566
 BX0566                          STATION RECOVERY (1993)
 BX0566
 BX0566'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0566'THE STATION IS LOCATED ABOUT 23.0 MI (37.0 KM) SOUTHWEST OF
 BX0566'JONESVILLE, 6.8 MI (10.9 KM) NORTHEAST OF LIBUSE AND 0.5 MI (0.8 KM)
 BX0566'NORTHEAST OF HOLLOWAY IN SECTION 29, T 5 N, R 2 E. OWNERSHIP--RAPIDES
 BX0566'PARISH.  TO REACH THE STATION FROM THE POST OFFICE IN LIBUSE, GO EAST
 BX0566'FOR 6.6 MI (10.6 KM) ON STATE HIGHWAY 28 TO THE JUNCTION OF STATE
 BX0566'HIGHWAY 1207 LEADING SOUTH AND A PARISH ROAD LEADING NORTH.  TURN LEFT
 BX0566'AND GO NORTH FOR 0.5 MI (0.8 KM) ON THE PARISH ROAD TO THE STATION SET
 BX0566'ON THE RIGHT.  THE STATION IS 75.5 FT (23.0 M) SOUTH-SOUTHEAST FROM A
 BX0566'TELEPHONE POLE, 20.5 FT (6.2 M) NORTH-NORTHWEST FROM A BRACE POLE,
 BX0566'20.5 FT (6.2 M) EAST FROM THE CENTER OF THE ROAD, 1.0 FT (0.3 M) EAST
 BX0566'FROM A METAL WITNESS POST WITH SIGN ATTACHED, PROJECTING 1.5 FT (0.5
 BX0566'M) ABOVE THE GROUND SURFACE AND ABOUT 1.5 FT (0.5 M) ABOVE THE LEVEL
 BX0566'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2571 ***********************************************************************
 BX2571  DESIGNATION -  H 27 2
 BX2571  PID         -  BX2571
 BX2571  STATE/COUNTY-  LA/RAPIDES
 BX2571  USGS QUAD   -  HOLLOWAY (1994)
 BX2571
 BX2571                         *CURRENT SURVEY CONTROL
 BX2571  ___________________________________________________________________
 BX2571* NAD 83(1992)-  31 23 24.96272(N)    092 13 48.98518(W)     ADJUSTED  
 BX2571* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 BX2571  ___________________________________________________________________
 BX2571  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BX2571  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX2571
 BX2571  HORZ ORDER  -  SECOND
 BX2571
 BX2571.The horizontal coordinates were established by classical geodetic methods
 BX2571.and adjusted by the National Geodetic Survey in January 1993..
 BX2571
 BX2571.The orthometric height was scaled from a topographic map.
 BX2571
 BX2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2571
 BX2571.The geoid height was determined by GEOID03.
 BX2571
 BX2571;                    North         East     Units Scale Factor Converg.
 BX2571;SPC LA N     -    98,741.231 1,025,653.374   MT  0.99995682   +0 08 33.4
 BX2571;SPC LA N     -   323,953.52  3,364,997.78   sFT  0.99995682   +0 08 33.4
 BX2571;UTM  15      - 3,473,110.733   573,182.790   MT  0.99966606   +0 24 03.4
 BX2571
 BX2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2571!SPC LA N     -   1.00000038  x   0.99995682  =   0.99995720
 BX2571!UTM  15      -   1.00000038  x   0.99966606  =   0.99966644
 BX2571
 BX2571                          SUPERSEDED SURVEY CONTROL
 BX2571
 BX2571  NAD 83(1986)-  31 23 24.98191(N)    092 13 48.98044(W) AD(       ) 2
 BX2571  NAD 27      -  31 23 24.33299(N)    092 13 48.50996(W) AD(       ) 2
 BX2571
 BX2571.Superseded values are not recommended for survey control.
 BX2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2571.See file dsdata.txt to determine how the superseded data were derived.
 BX2571
 BX2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7318373111(NAD 83)
 BX2571_MARKER: P = PIPE CAP
 BX2571_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BX2571_SP_SET: OBJECT DRIVEN INTO GROUND
 BX2571
 BX2571  HISTORY     - Date     Condition        Report By
 BX2571  HISTORY     - 1941     MONUMENTED       USE
 BX2571  HISTORY     - 1959     GOOD             CGS
 BX2571  HISTORY     - 1960     GOOD             CGS
 BX2571  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2571
 BX2571                          STATION DESCRIPTION
 BX2571
 BX2571'DESCRIBED BY US ENGINEERS 1941 (HJH)
 BX2571'STATION IS ABOUT 13 MILES ENE OF PINEVILLE IN THE SE CORNER
 BX2571'OF SEC. 28, T. 5 N., R. 2 E., IN THE NW CORNER OF THE INTERSECTION
 BX2571'OF STATE HIGHWAYS 123 AND 57, WHICH CROSSROADS IS LOCALLY
 BX2571'KNOWN AS HOLLOWAY.  IT IS 56 FEET NW OF THE INTERSECTION OF
 BX2571'THE CENTER LINES OF STATE HIGHWAYS 123 AND 57 AND 26 FEET
 BX2571'NNW OF THE CENTER LINE OF STATE HIGHWAY 123.  IT IS A STANDARD
 BX2571'U.S.E. STONE BENCH PIPE WITH BRASS CAP.  IT IS STAMPED H-27-2
 BX2571'AND PROJECTS ABOUT 8 INCHES.
 BX2571'
 BX2571'A DISTANCE AND DIRECTION TIE WAS MADE TO THIS STATION FROM
 BX2571'B-3759 (LA. GEOD. S.).
 BX2571
 BX2571                          STATION RECOVERY (1959)
 BX2571
 BX2571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2571'THE STATION WAS VISITED 10-12-59 AND WAS FOUND IN GOOD CONDITION.
 BX2571'
 BX2571'A TRAVERSE TIE WAS MADE TO THIS MARK IN 1941 THE DISTANCE MEASURED AS
 BX2571'36.76 FEET OR 11.205 METERS SOUTHWEST OF TRIANGULATION STATION B
 BX2571'3759 (LA. GEOD. S.).  IT IS LOCATED ABOUT 13 MILES EAST-NORTHEAST OF
 BX2571'PINEVILLE IN THE SOUTHEAST CORNER OF SE. 28, T 5 N, R 2 E, AT
 BX2571'THE SOUTH EDGE OF THE CHURCH YARD OF THE HOLLOWAY METHODIST
 BX2571'CHURCH AND IN THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE
 BX2571'HIGHWAYS 28 AND 115.  IT IS 27 FEET NORTH OF THE CENTER LINE OF
 BX2571'STATE HIGHWAY 28, 48 FEET WEST OF THE PROJECTED CENTERLINE OF STATE
 BX2571'HIGHWAY 115 LEADING SOUTH, 33 FEET EAST OF THE CENTER OF THE
 BX2571'DRIVEWAY LEADING NORTH TO THE CHURCH, 60 FEET SOUTH-SOUTHWEST OF A
 BX2571'3-FOOT PECAN TREE, AND 21 FEET SOUTHWEST OF A POWER POLE.  IT IS
 BX2571'U.S. CORPS OF ENGINEERS BRASS CAP RIVITED ON THE TOP OF A 3 INCH
 BX2571'IRON PIPE PROJECTING 3 INCHES AND STAMPED H-27-2 79.11.
 BX2571
 BX2571                          STATION RECOVERY (1960)
 BX2571
 BX2571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 BX2571'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2571
 BX2571                          STATION RECOVERY (1999)
 BX2571
 BX2571'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0547 ***********************************************************************
 BX0547  DESIGNATION -  H 27 6 USE
 BX0547  PID         -  BX0547
 BX0547  STATE/COUNTY-  LA/LA SALLE
 BX0547  USGS QUAD   -  BUCKEYE NE (1993)
 BX0547
 BX0547                         *CURRENT SURVEY CONTROL
 BX0547  ___________________________________________________________________
 BX0547* NAD 83(1986)-  31 27 18.     (N)    092 07 03.     (W)     SCALED    
 BX0547* NAVD 88     -        14.04   (+/-2cm)      46.1    (feet)  VERTCON   
 BX0547  ___________________________________________________________________
 BX0547  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX0547
 BX0547  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0547
 BX0547.The horizontal coordinates were scaled from a topographic map and have
 BX0547.an estimated accuracy of +/- 6 seconds.
 BX0547
 BX0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0547.The vertical order pertains to the NGVD 29 superseded value.
 BX0547
 BX0547.The geoid height was determined by GEOID03.
 BX0547
 BX0547;                    North         East    Units  Estimated Accuracy
 BX0547;SPC LA N     -   105,950.    1,036,350.      MT  (+/- 180 meters Scaled)
 BX0547
 BX0547                          SUPERSEDED SURVEY CONTROL
 BX0547
 BX0547  NGVD 29 (??/??/??)   14.018  (m)           45.99   (f) ADJUSTED    1 2
 BX0547
 BX0547.Superseded values are not recommended for survey control.
 BX0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0547.See file dsdata.txt to determine how the superseded data were derived.
 BX0547
 BX0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ838803(NAD 83)
 BX0547_MARKER: DD = SURVEY DISK
 BX0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0547_STAMPING: H-27-6 64
 BX0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0547+STABILITY: SURFACE MOTION
 BX0547
 BX0547  HISTORY     - Date     Condition        Report By
 BX0547  HISTORY     - UNK      MONUMENTED       DOD
 BX0547  HISTORY     - 1966     GOOD             CGS
 BX0547
 BX0547                          STATION DESCRIPTION
 BX0547
 BX0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0547'15.25 MI NE FROM LIBUSE.
 BX0547'ABOUT 15.25 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0547'OFFICE AT LIBUSE, IN SECTION 36, T 5 N, R 3 E, 102 1/2 FEET NORTHWEST
 BX0547'OF THE CENTER LINE OF THE HIGHWAY, 58 FEET SOUTHWEST OF THE CENTER
 BX0547'LINE OF A GRAVELED ROAD, 23 FEET SOUTH OF A 13-INCH OAK TREE BEARING A
 BX0547'SPIKE IN THE NORTHEAST SIDE, 2 1/2 FEET NORTHWEST OF A FENCE CORNER AT
 BX0547'AN ANGLE IN A FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE GRAVELED
 BX0547'ROAD, ABOUT 18 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BX0547'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2213 ***********************************************************************
 CQ2213  DESIGNATION -  H 270
 CQ2213  PID         -  CQ2213
 CQ2213  STATE/COUNTY-  LA/DE SOTO
 CQ2213  USGS QUAD   -  KEATCHIE (1972)
 CQ2213
 CQ2213                         *CURRENT SURVEY CONTROL
 CQ2213  ___________________________________________________________________
 CQ2213* NAD 83(1986)-  32 11 19.     (N)    093 54 18.     (W)     SCALED    
 CQ2213* NAVD 88     -       100.716  (meters)     330.43   (feet)  ADJUSTED  
 CQ2213  ___________________________________________________________________
 CQ2213  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2213  DYNAMIC HT  -         100.600 (meters)     330.05  (feet)  COMP
 CQ2213  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 CQ2213
 CQ2213  VERT ORDER  -  FIRST     CLASS II
 CQ2213
 CQ2213.The horizontal coordinates were scaled from a topographic map and have
 CQ2213.an estimated accuracy of +/- 6 seconds.
 CQ2213
 CQ2213.The orthometric height was determined by differential leveling
 CQ2213.and adjusted by the National Geodetic Survey in June 1991..
 CQ2213
 CQ2213.The geoid height was determined by GEOID03.
 CQ2213
 CQ2213.The dynamic height is computed by dividing the NAVD 88
 CQ2213.geopotential number by the normal gravity value computed on the
 CQ2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2213.degrees latitude (g = 980.6199 gals.).
 CQ2213
 CQ2213.The modeled gravity was interpolated from observed gravity values.
 CQ2213
 CQ2213;                    North         East    Units  Estimated Accuracy
 CQ2213;SPC LA N     -   188,080.      867,520.      MT  (+/- 180 meters Scaled)
 CQ2213
 CQ2213                          SUPERSEDED SURVEY CONTROL
 CQ2213
 CQ2213  NGVD 29 (??/??/??)  100.781  (m)          330.65   (f) ADJUSTED    1 2
 CQ2213
 CQ2213.Superseded values are not recommended for survey control.
 CQ2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2213.See file dsdata.txt to determine how the superseded data were derived.
 CQ2213
 CQ2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR146617(NAD 83)
 CQ2213_MARKER: DB = BENCH MARK DISK
 CQ2213_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2213_SP_SET: STAINLESS STEEL ROD
 CQ2213_STAMPING: H 270 1979
 CQ2213_PROJECTION: FLUSH
 CQ2213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2213+STABILITY: POSITION/ELEVATION WELL
 CQ2213_ROD/PIPE-DEPTH: 5.18 meters
 CQ2213
 CQ2213  HISTORY     - Date     Condition        Report By
 CQ2213  HISTORY     - 1979     MONUMENTED       NGS
 CQ2213  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ2213
 CQ2213                          STATION DESCRIPTION
 CQ2213
 CQ2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2213'IN KEATCHIE.
 CQ2213'IN KEATCHIE, AT THE JUNCTION OF STATE HIGHWAYS 5, 172 AND 789,
 CQ2213'39.0 FT. NORTHWEST OF THE CENTERLINE OF HIGHWAY 789, 114.0 FT.
 CQ2213'NORTHEAST OF THE CENTERLINE OF HIGHWAYS 5 AND 172, 42.0 FT.
 CQ2213'SOUTHWEST OF A LIGHT POLE, 82.0 FT. NORTHWEST OF AND ACROSS THE
 CQ2213'HIGHWAY FROM THE CENTER OF THE MAIN DOOR OF THE POST OFFICE, 1.5 FT.
 CQ2213'SOUTHWEST OF A CORNER FENCE POST.  DISK IS 4 INCHES BELOW GROUND,
 CQ2213'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2213'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CQ2213'THE MARK IS ABOVE LEVEL WITH HIGHWAY 789.
 CQ2213
 CQ2213                          STATION RECOVERY (1996)
 CQ2213
 CQ2213'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2191 ***********************************************************************
 CQ2191  DESIGNATION -  H 272
 CQ2191  PID         -  CQ2191
 CQ2191  STATE/COUNTY-  LA/CADDO
 CQ2191  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2191
 CQ2191                         *CURRENT SURVEY CONTROL
 CQ2191  ___________________________________________________________________
 CQ2191* NAD 83(1986)-  32 28 49.     (N)    093 46 20.     (W)     SCALED    
 CQ2191* NAVD 88     -        73.678  (meters)     241.73   (feet)  ADJUSTED  
 CQ2191  ___________________________________________________________________
 CQ2191  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ2191  DYNAMIC HT  -          73.596 (meters)     241.46  (feet)  COMP
 CQ2191  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 CQ2191
 CQ2191  VERT ORDER  -  FIRST     CLASS II
 CQ2191
 CQ2191.The horizontal coordinates were scaled from a topographic map and have
 CQ2191.an estimated accuracy of +/- 6 seconds.
 CQ2191
 CQ2191.The orthometric height was determined by differential leveling
 CQ2191.and adjusted by the National Geodetic Survey in June 1991..
 CQ2191
 CQ2191.The geoid height was determined by GEOID03.
 CQ2191
 CQ2191.The dynamic height is computed by dividing the NAVD 88
 CQ2191.geopotential number by the normal gravity value computed on the
 CQ2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2191.degrees latitude (g = 980.6199 gals.).
 CQ2191
 CQ2191.The modeled gravity was interpolated from observed gravity values.
 CQ2191
 CQ2191;                    North         East    Units  Estimated Accuracy
 CQ2191;SPC LA N     -   220,270.      880,420.      MT  (+/- 180 meters Scaled)
 CQ2191
 CQ2191                          SUPERSEDED SURVEY CONTROL
 CQ2191
 CQ2191  NGVD 29 (??/??/??)   73.749  (m)          241.96   (f) ADJUSTED    1 2
 CQ2191
 CQ2191.Superseded values are not recommended for survey control.
 CQ2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2191.See file dsdata.txt to determine how the superseded data were derived.
 CQ2191
 CQ2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR274939(NAD 83)
 CQ2191_MARKER: DB = BENCH MARK DISK
 CQ2191_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2191_SP_SET: STAINLESS STEEL ROD
 CQ2191_STAMPING: H 272 1979
 CQ2191_PROJECTION: FLUSH
 CQ2191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2191+STABILITY: POSITION/ELEVATION WELL
 CQ2191_ROD/PIPE-DEPTH: 3.96 meters
 CQ2191
 CQ2191  HISTORY     - Date     Condition        Report By
 CQ2191  HISTORY     - 1979     MONUMENTED       NGS
 CQ2191  HISTORY     - 1989     GOOD             USPSQD
 CQ2191  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ2191
 CQ2191                          STATION DESCRIPTION
 CQ2191
 CQ2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2191'1.8 MI SW FROM SHREVEPORT.
 CQ2191'1.35 MILES SOUTHWEST ALONG TEXAS AVENUE FROM THE JUNCTION OF MURPHY
 CQ2191'STREET AT THE CITY HALL IN SHREVEPORT, THENCE 0.45 MILE SOUTH
 CQ2191'ALONG MANSFIELD ROAD, AT THE NORTHWEST CORNER OF THE COORDINATING
 CQ2191'DEVELOPMENT COUNCIL OF NORTHWEST LOUISIANA BUILDING AT 3305 MANSFIELD
 CQ2191'ROAD, 111.0 FT. EAST OF THE CENTERLINE OF THE ROAD, 1.5 FT. NORTH
 CQ2191'OF AND IN LINE WITH THE WEST FACE OF THE BUILDING, 36.0 FT. NORTH
 CQ2191'OF THE EXTENDED CENTER OF THE MAIN ENTRANCE OF THE BUILDING.
 CQ2191'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CQ2191'4-INCH PLASTIC SCREW PLUG.
 CQ2191'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CQ2191
 CQ2191                          STATION RECOVERY (1989)
 CQ2191
 CQ2191'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 CQ2191'RECOVERED IN GOOD CONDITION.
 CQ2191
 CQ2191                          STATION RECOVERY (1999)
 CQ2191
 CQ2191'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1532 ***********************************************************************
 BJ1532  DESIGNATION -  H 275
 BJ1532  PID         -  BJ1532
 BJ1532  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1532  USGS QUAD   -  MANCHAC (1979)
 BJ1532
 BJ1532                         *CURRENT SURVEY CONTROL
 BJ1532  ___________________________________________________________________
 BJ1532* NAD 83(1986)-  30 18 32.     (N)    090 24 18.     (W)     SCALED    
 BJ1532* NAVD 88     -         1.653  (meters)       5.42   (feet)  ADJUSTED  
 BJ1532  ___________________________________________________________________
 BJ1532  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BJ1532  DYNAMIC HT  -           1.651 (meters)       5.42  (feet)  COMP
 BJ1532  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BJ1532
 BJ1532  VERT ORDER  -  FIRST     CLASS I
 BJ1532
 BJ1532.The horizontal coordinates were scaled from a topographic map and have
 BJ1532.an estimated accuracy of +/- 6 seconds.
 BJ1532
 BJ1532.The orthometric height was determined by differential leveling
 BJ1532.and adjusted by the National Geodetic Survey in February 1994..
 BJ1532
 BJ1532.The geoid height was determined by GEOID03.
 BJ1532
 BJ1532.The dynamic height is computed by dividing the NAVD 88
 BJ1532.geopotential number by the normal gravity value computed on the
 BJ1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1532.degrees latitude (g = 980.6199 gals.).
 BJ1532
 BJ1532.The modeled gravity was interpolated from observed gravity values.
 BJ1532
 BJ1532;                    North         East    Units  Estimated Accuracy
 BJ1532;SPC LA S     -   200,870.    1,089,290.      MT  (+/- 180 meters Scaled)
 BJ1532
 BJ1532                          SUPERSEDED SURVEY CONTROL
 BJ1532
 BJ1532  NAVD 88 (06/15/91)    1.710  (m)            5.61   (f) UNKNOWN     1 1
 BJ1532  NGVD 29 (??/??/??)    1.695  (m)            5.56   (f) ADJUSTED    1 1
 BJ1532
 BJ1532.Superseded values are not recommended for survey control.
 BJ1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1532.See file dsdata.txt to determine how the superseded data were derived.
 BJ1532
 BJ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP495558(NAD 83)
 BJ1532_MARKER: DB = BENCH MARK DISK
 BJ1532_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1532_SP_SET: BRIDGE ABUTMENT
 BJ1532_STAMPING: H 275 1969
 BJ1532_MARK LOGO: CGS   
 BJ1532_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1532+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 BJ1532
 BJ1532  HISTORY     - Date     Condition        Report By
 BJ1532  HISTORY     - 1969     MONUMENTED       CGS
 BJ1532  HISTORY     - 1986     GOOD             NGS
 BJ1532  HISTORY     - 19920617 GOOD             NGS
 BJ1532  HISTORY     - 20060421 GOOD             NGS
 BJ1532
 BJ1532                          STATION DESCRIPTION
 BJ1532
 BJ1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1532'1.3 MI N FROM MANCHAC.
 BJ1532'ABOUT 1.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1532'NORTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, ALONG U. S.
 BJ1532'HIGHWAY 51, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BJ1532'ABUTMENT OF THE U. S. HIGHWAY 51 BRIDGE OVER NORTH PASS, 163 FEET WEST
 BJ1532'OF THE WEST RAIL, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND
 BJ1532'LEVEL WITH THE HIGHWAY.  IN SECTION 33, R 8 E, T 8S.
 BJ1532
 BJ1532                          STATION RECOVERY (1986)
 BJ1532
 BJ1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1532'RECOVERED IN GOOD CONDITION.
 BJ1532
 BJ1532                          STATION RECOVERY (1992)
 BJ1532
 BJ1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1532'14.6 KM (9.05 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1532'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, IN TOP OF AND 0.3 M
 BJ1532'(1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 BJ1532'ABUTMENT OF A HIGHWAY BRIDGE SPANNING NORTH PASS, 49.7 M (163.1 FT)
 BJ1532'SOUTHWEST OF THE NEAR RAIL, 6.3 M (20.7 FT) NORTHEAST OF THE
 BJ1532'CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BJ1532'HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 BJ1532
 BJ1532                          STATION RECOVERY (2006)
 BJ1532
 BJ1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1532'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0184 ***********************************************************************
 AT0184  DESIGNATION -  H 280
 AT0184  PID         -  AT0184
 AT0184  STATE/COUNTY-  LA/PLAQUEMINES
 AT0184  USGS QUAD   -  SOUTH PASS (1971)
 AT0184
 AT0184                         *CURRENT SURVEY CONTROL
 AT0184  ___________________________________________________________________
 AT0184* NAD 83(1986)-  29 01 50.     (N)    089 11 12.     (W)     SCALED    
 AT0184* NAVD 88     -         0.397  (meters)       1.30   (feet)  READJUSTED
 AT0184  ___________________________________________________________________
 AT0184  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AT0184  DYNAMIC HT  -           0.400 (meters)       1.31  (feet)  COMP
 AT0184  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 AT0184
 AT0184  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0184
 AT0184.The horizontal coordinates were scaled from a topographic map and have
 AT0184.an estimated accuracy of +/- 6 seconds.
 AT0184
 AT0184.The orthometric height was determined by differential leveling
 AT0184.and adjusted by the National Geodetic Survey in February 1994..
 AT0184.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0184.distribution rate of 0.0 thru 1.0 mm/km.
 AT0184.The height was derived from older observations constrained to new
 AT0184.heights in a crustal motion area.  The height is approximate in
 AT0184.relation to other heights in its vicinity.
 AT0184
 AT0184.The geoid height was determined by GEOID03.
 AT0184
 AT0184.The dynamic height is computed by dividing the NAVD 88
 AT0184.geopotential number by the normal gravity value computed on the
 AT0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0184.degrees latitude (g = 980.6199 gals.).
 AT0184
 AT0184.The modeled gravity was interpolated from observed gravity values.
 AT0184
 AT0184;                    North         East    Units  Estimated Accuracy
 AT0184;SPC LA S     -    60,770.    1,209,110.      MT  (+/- 180 meters Scaled)
 AT0184
 AT0184                          SUPERSEDED SURVEY CONTROL
 AT0184
 AT0184  NGVD 29 (??/??/??)    0.477  (m)            1.56   (f) ADJUSTED    1 1
 AT0184
 AT0184.Superseded values are not recommended for survey control.
 AT0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0184.See file dsdata.txt to determine how the superseded data were derived.
 AT0184
 AT0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT870133(NAD 83)
 AT0184_MARKER: DB = BENCH MARK DISK
 AT0184_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0184_SP_SET: 72 FEET
 AT0184_STAMPING: H 280 1971
 AT0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0184
 AT0184  HISTORY     - Date     Condition        Report By
 AT0184  HISTORY     - 1971     MONUMENTED       NGS
 AT0184
 AT0184                          STATION DESCRIPTION
 AT0184
 AT0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0184'1.6 MI NW FROM PORT EADS.
 AT0184'ABOUT 1.6 MILES NORTHWEST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0184'THE LIGHTHOUSE AT PORT EADS, ABOUT 0.35 MILE NORTH OF A CHANNEL LIGHT
 AT0184'BEARING A NUMBER 5, 38 YARDS SOUTHWEST OF THE SOUTHWEST BANK OF THE
 AT0184'PASS, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 AT0184'18 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY 4 CREOSOTED
 AT0184'POST THE EAST ONE BEARING A WITNESS SIGN, ENCASED IN A 4 INCH PLASTIC
 AT0184'PIPE WHICH PROJECTS 18 INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD
 AT0184'WAS DRIVEN TO A DEPTH OF 72 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0535 ***********************************************************************
 AT0535  DESIGNATION -  H 280 USE RESET 1977
 AT0535  PID         -  AT0535
 AT0535  STATE/COUNTY-  LA/PLAQUEMINES
 AT0535  USGS QUAD   -  SOUTH PASS (1971)
 AT0535
 AT0535                         *CURRENT SURVEY CONTROL
 AT0535  ___________________________________________________________________
 AT0535* NAD 83(1986)-  29 01 50.     (N)    089 11 12.     (W)     SCALED    
 AT0535* NAVD 88     -         1.14   (+/-2cm)       3.7    (feet)  VERTCON   
 AT0535  ___________________________________________________________________
 AT0535  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AT0535
 AT0535  VERT ORDER  -  THIRD (See Below)
 AT0535
 AT0535.The horizontal coordinates were scaled from a topographic map and have
 AT0535.an estimated accuracy of +/- 6 seconds.
 AT0535
 AT0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0535.The vertical order pertains to the NGVD 29 superseded value.
 AT0535
 AT0535.The geoid height was determined by GEOID03.
 AT0535
 AT0535;                    North         East    Units  Estimated Accuracy
 AT0535;SPC LA S     -    60,770.    1,209,110.      MT  (+/- 180 meters Scaled)
 AT0535
 AT0535                          SUPERSEDED SURVEY CONTROL
 AT0535
 AT0535  NGVD 29 (??/??/??)    1.22   (m)            4.0    (f) RESET       3  
 AT0535
 AT0535.Superseded values are not recommended for survey control.
 AT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0535.See file dsdata.txt to determine how the superseded data were derived.
 AT0535
 AT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT870133(NAD 83)
 AT0535_MARKER: DB = BENCH MARK DISK
 AT0535_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0535_STAMPING: H 280 RESET 1977
 AT0535_PROJECTION: PROJECTING 8 CENTIMETERS
 AT0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0535_ROD/PIPE-DEPTH: 15.8 meters
 AT0535
 AT0535  HISTORY     - Date     Condition        Report By
 AT0535  HISTORY     - 1977     MONUMENTED       USE
 AT0535
 AT0535                          STATION DESCRIPTION
 AT0535
 AT0535'DESCRIBED BY US ENGINEERS 1977
 AT0535'1.7 MI NW FROM PORT EADS.
 AT0535'1.7 MILES NORTHWEST ALONG THE SOUTHWEST BANK OF SOUTH PASS
 AT0535'FROM THE LIGHTHOUSE IN PORT EADS, ABOUT 50 FEET WEST OF THE
 AT0535'WEST BANK OF THE PASS AND DIRECTLY UNDER THE TOWER NO 17-S
 AT0535'AT BASE LINE STATION 463+14.7. A COPPER COATED STEEL ROD ENCASED
 AT0535'IN A 4-INCH PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0155 ***********************************************************************
 AT0155  DESIGNATION -  H 281
 AT0155  PID         -  AT0155
 AT0155  STATE/COUNTY-  LA/PLAQUEMINES
 AT0155  USGS QUAD   -  DIXON BAY (1971)
 AT0155
 AT0155                         *CURRENT SURVEY CONTROL
 AT0155  ___________________________________________________________________
 AT0155* NAD 83(1986)-  29 00 58.     (N)    089 20 18.     (W)     SCALED    
 AT0155* NAVD 88     -         0.932  (meters)       3.06   (feet)  READJUSTED
 AT0155  ___________________________________________________________________
 AT0155  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AT0155  DYNAMIC HT  -           0.930 (meters)       3.05  (feet)  COMP
 AT0155  MODELED GRAV-     979,292.7   (mgal)                       NAVD 88
 AT0155
 AT0155  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0155
 AT0155.The horizontal coordinates were scaled from a topographic map and have
 AT0155.an estimated accuracy of +/- 6 seconds.
 AT0155
 AT0155.The orthometric height was determined by differential leveling
 AT0155.and adjusted by the National Geodetic Survey in February 1994..
 AT0155.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0155.distribution rate of 0.0 thru 1.0 mm/km.
 AT0155.The height was derived from older observations constrained to new
 AT0155.heights in a crustal motion area.  The height is approximate in
 AT0155.relation to other heights in its vicinity.
 AT0155
 AT0155.The geoid height was determined by GEOID03.
 AT0155
 AT0155.The dynamic height is computed by dividing the NAVD 88
 AT0155.geopotential number by the normal gravity value computed on the
 AT0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0155.degrees latitude (g = 980.6199 gals.).
 AT0155
 AT0155.The modeled gravity was interpolated from observed gravity values.
 AT0155
 AT0155;                    North         East    Units  Estimated Accuracy
 AT0155;SPC LA S     -    58,900.    1,194,370.      MT  (+/- 180 meters Scaled)
 AT0155
 AT0155                          SUPERSEDED SURVEY CONTROL
 AT0155
 AT0155  NGVD 29 (??/??/??)    1.011  (m)            3.32   (f) ADJUSTED    1 1
 AT0155
 AT0155.Superseded values are not recommended for survey control.
 AT0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0155.See file dsdata.txt to determine how the superseded data were derived.
 AT0155
 AT0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT722120(NAD 83)
 AT0155_MARKER: DB = BENCH MARK DISK
 AT0155_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0155_SP_SET: 104 FEET
 AT0155_STAMPING: H 281 1971
 AT0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0155
 AT0155  HISTORY     - Date     Condition        Report By
 AT0155  HISTORY     - 1971     MONUMENTED       NGS
 AT0155
 AT0155                          STATION DESCRIPTION
 AT0155
 AT0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0155'4.6 MI NE FROM BURRWOOD.
 AT0155'ABOUT 4.6 MILES NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD LIGHTHOUSE
 AT0155'AT BURRWOOD, ALONG THE SOUTHEAST BANK OF THE PASS, ABOUT 0.3 MILE
 AT0155'SOUTHWEST OF A CHANNEL LIGHT BEARING A NUMBER 18, 45 YARDS SOUTHEAST
 AT0155'OF THE SOUTHEAST BANK OF THE PASS, AND IS A DISK ON THE TOP OF A
 AT0155'COPPER COATED STEEL ROD PROJECTING 18 INCHES ABOVE THE LEVEL OF THE
 AT0155'GROUND AND PROTECTED BY 3 CREOSOTED POST WITH WITNESS SIGN ON
 AT0155'NORTHWEST POST, ENCASED IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 18
 AT0155'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 AT0155'OF 104 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0156 ***********************************************************************
 AT0156  DESIGNATION -  H 281 USE RESET 1976
 AT0156  PID         -  AT0156
 AT0156  STATE/COUNTY-  LA/PLAQUEMINES
 AT0156  USGS QUAD   -  DIXON BAY (1971)
 AT0156
 AT0156                         *CURRENT SURVEY CONTROL
 AT0156  ___________________________________________________________________
 AT0156* NAD 83(1986)-  29 00 59.     (N)    089 20 19.     (W)     SCALED    
 AT0156* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 AT0156  ___________________________________________________________________
 AT0156  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AT0156
 AT0156  VERT ORDER  -  THIRD (See Below)
 AT0156
 AT0156.The horizontal coordinates were scaled from a topographic map and have
 AT0156.an estimated accuracy of +/- 6 seconds.
 AT0156
 AT0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0156.The vertical order pertains to the NGVD 29 superseded value.
 AT0156
 AT0156.The geoid height was determined by GEOID03.
 AT0156
 AT0156;                    North         East    Units  Estimated Accuracy
 AT0156;SPC LA S     -    58,930.    1,194,340.      MT  (+/- 180 meters Scaled)
 AT0156
 AT0156                          SUPERSEDED SURVEY CONTROL
 AT0156
 AT0156  NGVD 29 (??/??/??)    3.06   (m)           10.0    (f) RESET       3  
 AT0156
 AT0156.Superseded values are not recommended for survey control.
 AT0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0156.See file dsdata.txt to determine how the superseded data were derived.
 AT0156
 AT0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT722120(NAD 83)
 AT0156_MARKER: DB = BENCH MARK DISK
 AT0156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0156_SP_SET: 54 FEET
 AT0156_STAMPING: H 281 RESET 1976
 AT0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0156
 AT0156  HISTORY     - Date     Condition        Report By
 AT0156  HISTORY     - 1976     MONUMENTED       USE
 AT0156  HISTORY     - 1976     GOOD             NGS
 AT0156
 AT0156                          STATION DESCRIPTION
 AT0156
 AT0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0156'13.1 MI SW FROM PILOTTOWN.
 AT0156'LOCATED 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0156'LOOKOUT TOWER AT PILOTTOWN, THENCE 10.6 MILES SOUTHWEST ALONG
 AT0156'SOUTHWEST PASS TO SURVEY TOWER NO. 18 ON THE LEFT.  (THIS IS 4.6 MILES
 AT0156'NORTH EAST FROM THE OLD LIGHTHOUSE AT BURRWOOD).  IT IS IN THE CENTER
 AT0156'OF THE SURVEY TOWER 85 FEET LANDSIDE FROM THE TOP OF THE EAST BANK OF
 AT0156'THE PASS AND 60 FEET LANDSIDE FROM A SAND RETAINING DIKE.  IT IS AN
 AT0156'NGS DISK BRAZED ON A COPPERWELD ROD DRIVEN TO THE DEPTH OF 54 FEET,
 AT0156'ENCASED IN A 4-INCH PLASTIC PIPE.  BENCH MARK H 281 1971 WAS LEFT
 AT0156'INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0035 ***********************************************************************
 BJ0035  DESIGNATION -  H 282
 BJ0035  PID         -  BJ0035
 BJ0035  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0035  USGS QUAD   -  LACOUR (1994)
 BJ0035
 BJ0035                         *CURRENT SURVEY CONTROL
 BJ0035  ___________________________________________________________________
 BJ0035* NAD 83(1986)-  30 47 22.     (N)    091 34 57.     (W)     SCALED    
 BJ0035* NAVD 88     -        11.797  (meters)      38.70   (feet)  ADJUSTED  
 BJ0035  ___________________________________________________________________
 BJ0035  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0035  DYNAMIC HT  -          11.782 (meters)      38.65  (feet)  COMP
 BJ0035  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 BJ0035
 BJ0035  VERT ORDER  -  FIRST     CLASS I
 BJ0035
 BJ0035.The horizontal coordinates were scaled from a topographic map and have
 BJ0035.an estimated accuracy of +/- 6 seconds.
 BJ0035
 BJ0035.The orthometric height was determined by differential leveling
 BJ0035.and adjusted by the National Geodetic Survey in February 1994..
 BJ0035
 BJ0035.The geoid height was determined by GEOID03.
 BJ0035
 BJ0035.The dynamic height is computed by dividing the NAVD 88
 BJ0035.geopotential number by the normal gravity value computed on the
 BJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0035.degrees latitude (g = 980.6199 gals.).
 BJ0035
 BJ0035.The modeled gravity was interpolated from observed gravity values.
 BJ0035
 BJ0035;                    North         East    Units  Estimated Accuracy
 BJ0035;SPC LA S     -   253,810.      976,150.      MT  (+/- 180 meters Scaled)
 BJ0035
 BJ0035                          SUPERSEDED SURVEY CONTROL
 BJ0035
 BJ0035  NAVD 88 (06/15/91)   11.829  (m)           38.81   (f) UNKNOWN     1 1
 BJ0035  NGVD 29 (??/??/??)   11.787  (m)           38.67   (f) ADJUSTED    1 1
 BJ0035
 BJ0035.Superseded values are not recommended for survey control.
 BJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0035.See file dsdata.txt to determine how the superseded data were derived.
 BJ0035
 BJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ356071(NAD 83)
 BJ0035_MARKER: DB = BENCH MARK DISK
 BJ0035_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0035+WITH SETTING: INTO GROUND
 BJ0035_SP_SET: METAL ROD WITH BASE PLATE
 BJ0035_STAMPING: H 282 1976
 BJ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0035+STABILITY: SURFACE MOTION
 BJ0035
 BJ0035  HISTORY     - Date     Condition        Report By
 BJ0035  HISTORY     - 1976     MONUMENTED       NGS
 BJ0035
 BJ0035                          STATION DESCRIPTION
 BJ0035
 BJ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0035'4.4 MI NORTH FROM MORGANZA.
 BJ0035'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BJ0035'MORGANZA, THENCE 3.5 MILES NORTHEAST ALONG THE SOUTHEAST LEVEE OF THE
 BJ0035'MORGANZA FLOORWAY, 22 FT SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2
 BJ0035'FT SOUTHWEST OF A FLOOR STAFF, THIS BENCH MARK IS ALSO 4.3 MILES SOUTH
 BJ0035'EAST OF LACOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0461 ***********************************************************************
 BJ0461  DESIGNATION -  H 283
 BJ0461  PID         -  BJ0461
 BJ0461  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0461  USGS QUAD   -  ZACHARY (1980)
 BJ0461
 BJ0461                         *CURRENT SURVEY CONTROL
 BJ0461  ___________________________________________________________________
 BJ0461* NAD 83(1986)-  30 43 28.     (N)    091 10 48.     (W)     SCALED    
 BJ0461* NAVD 88     -        36.588  (meters)     120.04   (feet)  ADJUSTED  
 BJ0461  ___________________________________________________________________
 BJ0461  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0461  DYNAMIC HT  -          36.541 (meters)     119.88  (feet)  COMP
 BJ0461  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ0461
 BJ0461  VERT ORDER  -  FIRST     CLASS I
 BJ0461
 BJ0461.The horizontal coordinates were scaled from a topographic map and have
 BJ0461.an estimated accuracy of +/- 6 seconds.
 BJ0461
 BJ0461.The orthometric height was determined by differential leveling
 BJ0461.and adjusted by the National Geodetic Survey in February 1994..
 BJ0461
 BJ0461.The geoid height was determined by GEOID03.
 BJ0461
 BJ0461.The dynamic height is computed by dividing the NAVD 88
 BJ0461.geopotential number by the normal gravity value computed on the
 BJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0461.degrees latitude (g = 980.6199 gals.).
 BJ0461
 BJ0461.The modeled gravity was interpolated from observed gravity values.
 BJ0461
 BJ0461;                    North         East    Units  Estimated Accuracy
 BJ0461;SPC LA S     -   246,580.    1,014,690.      MT  (+/- 180 meters Scaled)
 BJ0461
 BJ0461                          SUPERSEDED SURVEY CONTROL
 BJ0461
 BJ0461  NGVD 29 (??/??/??)   36.576  (m)          120.00   (f) ADJUSTED    1 1
 BJ0461
 BJ0461.Superseded values are not recommended for survey control.
 BJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0461.See file dsdata.txt to determine how the superseded data were derived.
 BJ0461
 BJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ742004(NAD 83)
 BJ0461_MARKER: DV = VERTICAL CONTROL DISK
 BJ0461_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0461+WITH SETTING: INTO GROUND
 BJ0461_SP_SET: METAL ROD WITH BASE PLATE
 BJ0461_STAMPING: H 283 1976
 BJ0461_MARK LOGO: NGS   
 BJ0461_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0461+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1996
 BJ0461
 BJ0461  HISTORY     - Date     Condition        Report By
 BJ0461  HISTORY     - 1976     MONUMENTED       NGS
 BJ0461  HISTORY     - 19960108 GOOD             LADTD
 BJ0461
 BJ0461                          STATION DESCRIPTION
 BJ0461
 BJ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0461'2.55 MI WEST FROM SLAUGHTER.
 BJ0461'2.55 MILES WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0461'SLAUGHTER, AT THE CROSSING OF A CREEK, 129.6 FT WEST OF THE WEST
 BJ0461'END OF THE SOUTH CONCRETE HEAD WALL OF 5 METAL PIPE CULVERTS, 174
 BJ0461'FT SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER LINE POLE, 40
 BJ0461'FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FT EAST OF THE EAST
 BJ0461'END OF A METAL GATE, 1.0 FT NORTH OF A FENCE.
 BJ0461
 BJ0461                          STATION RECOVERY (1996)
 BJ0461
 BJ0461'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ0461'THE STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST OF SLAUGHTER, 5.0 MI
 BJ0461'(8.0 KM) NORTH-NORTHWEST OF ZACHARY, AND 10.0 MI (16.1 KM)
 BJ0461'EAST-SOUTHEAST OF ST.  FRANCISVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT
 BJ0461'OF TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION FROM THE
 BJ0461'JUNCTION OF STATE HIGHWAYS 19 AND 412 IN SLAUGHTER, GO WEST FOR 2.6 MI
 BJ0461'(4.2 KM) ON HIGHWAY 412 TO THE STATION SET ON THE LEFT AT THE CROSSING
 BJ0461'OF A CREEK.  THE STATION IS 132.O FT WEST FROM THE WEST END OF THE
 BJ0461'SOUTH CONCRETE HEADWALL, 40.0 FT (12.2 M) SOUTH FROM THE CENTER OF THE
 BJ0461'HIGHWAY, 15.5 FT (4.7 M) SOUTH FROM AN 18 INCH METAL CULVERT, 1.5 FT
 BJ0461'(0.5 M) NORTH FROM A BARBED WIRE FENCE, 1.5 FT (0.5 M) EAST-SOUTHEAST
 BJ0461'FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE GROUND
 BJ0461'SURFACE AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0436 ***********************************************************************
 BJ0436  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0436  DESIGNATION -  H 284
 BJ0436  PID         -  BJ0436
 BJ0436  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0436  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ0436
 BJ0436                         *CURRENT SURVEY CONTROL
 BJ0436  ___________________________________________________________________
 BJ0436* NAD 83(1992)-  30 47 14.49840(N)    091 22 39.16451(W)     ADJUSTED  
 BJ0436* NAVD 88     -        42.42 **(meters)     139.2  **(feet)  GPS OBS(2004.65)
 BJ0436  **This station is located in a subsidence area (see below).
 BJ0436  ___________________________________________________________________
 BJ0436  X           -    -131,840.118 (meters)                     COMP
 BJ0436  Y           -  -5,482,523.598 (meters)                     COMP
 BJ0436  Z           -   3,245,671.216 (meters)                     COMP
 BJ0436  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ0436  ELLIP HEIGHT-          15.14  (meters)          (12/29/04) GPS OBS
 BJ0436  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0436  DYNAMIC HT  -          42.36  (meters)     139.0   (feet)  COMP
 BJ0436  MODELED GRAV-     979,361.4   (mgal)                       NAVD 88
 BJ0436
 BJ0436  HORZ ORDER  -  B
 BJ0436  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0436  ELLP ORDER  -  FOURTH    CLASS I
 BJ0436
 BJ0436.The horizontal coordinates were established by GPS observations
 BJ0436.and adjusted by the National Geodetic Survey in December 2004..
 BJ0436
 BJ0436 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0436 ** and geoid heights are valid at the date of observation. These heights
 BJ0436 ** must always be validated when used as control.
 BJ0436 ** The orthometric height was determined by GPS observations using
 BJ0436 ** precise GPS observation and processing techniques and a new
 BJ0436 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0436 ** determined for this station.
 BJ0436 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0436 ** epoch indicated which incorporates improved geoid heights for the
 BJ0436 ** Southern Louisiana Subsidence area.
 BJ0436 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0436.The orthometric height was determined by GPS observations and a
 BJ0436.high-resolution geoid model using precise GPS observation and
 BJ0436.processing techniques. It supersedes the leveled height previously
 BJ0436.determined for this station.
 BJ0436.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0436.derived orthometric height which differed from the leveled height by
 BJ0436.more than one decimeter (0.1 meter).
 BJ0436.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0436
 BJ0436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0436
 BJ0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0436
 BJ0436.The ellipsoidal height was determined by GPS observations
 BJ0436.and is referenced to NAD 83.
 BJ0436
 BJ0436.The geoid height was determined by GEOID03.
 BJ0436
 BJ0436.The dynamic height is computed by dividing the NAVD 88
 BJ0436.geopotential number by the normal gravity value computed on the
 BJ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0436.degrees latitude (g = 980.6199 gals.).
 BJ0436
 BJ0436.The modeled gravity was interpolated from observed gravity values.
 BJ0436
 BJ0436;                    North         East     Units Scale Factor Converg.
 BJ0436;SPC LA S     -   253,549.582   995,768.107   MT  1.00001975   -0 01 19.6
 BJ0436;SPC LA S     -   831,853.92  3,266,949.20   sFT  1.00001975   -0 01 19.6
 BJ0436;UTM  15      - 3,407,161.787   655,241.897   MT  0.99989729   +0 49 50.2
 BJ0436
 BJ0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0436!SPC LA S     -   0.99999762  x   1.00001975  =   1.00001737
 BJ0436!UTM  15      -   0.99999762  x   0.99989729  =   0.99989491
 BJ0436
 BJ0436                          SUPERSEDED SURVEY CONTROL
 BJ0436
 BJ0436  NAVD 88 (02/14/94)   42.391  (m)          139.08   (f) ADJUSTED    1 1
 BJ0436  NGVD 29 (??/??/??)   42.375  (m)          139.03   (f) ADJUSTED    1 1
 BJ0436
 BJ0436.Superseded values are not recommended for survey control.
 BJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0436.See file dsdata.txt to determine how the superseded data were derived.
 BJ0436
 BJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5524207162(NAD 83)
 BJ0436_MARKER: DB = BENCH MARK DISK
 BJ0436_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0436+WITH SETTING: INTO GROUND
 BJ0436_SP_SET: METAL ROD WITH BASE PLATE
 BJ0436_STAMPING: H 284 1976
 BJ0436_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0436+STABILITY: SURFACE MOTION
 BJ0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0436+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 BJ0436
 BJ0436  HISTORY     - Date     Condition        Report By
 BJ0436  HISTORY     - 1976     MONUMENTED       NGS
 BJ0436  HISTORY     - 20021030 GOOD             3001
 BJ0436  HISTORY     - 20060411 GOOD             AERODA
 BJ0436
 BJ0436                          STATION DESCRIPTION
 BJ0436
 BJ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0436'IN ST FRANCISVILLE.
 BJ0436'0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 10 (JACKSON RD) FROM THE
 BJ0436'JUNCTION OF U. S. HIGHWAY 61, AT THE JUNCTION OF A DRIVEWAY TO A
 BJ0436'RED AND WHITE FOOD STORE, 153.4 FT NORTHWEST OF THE NORTH CORNER
 BJ0436'OF THE BRICK STORE BUILDING, 42.5 FT SOUTHEAST OF THE CENTER LINE
 BJ0436'OF THE HIGHWAY, 23 FT SOUTHWEST OF THE CENTER LINE OF A CONCRETE
 BJ0436'DRIVEWAY, 2 FT SOUTHWEST OF A POWER LINE POLE WITH A LIGHT.
 BJ0436
 BJ0436                          STATION RECOVERY (2002)
 BJ0436
 BJ0436'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0436'THE STATION IS LOCATED IN THE TOWN OF ST. FRANCISIVILLE, 23 MILES
 BJ0436'NORTHWEST OF BATON  ROUGE, 7 MILES NORTH NORTHWEST OF NEW ROADS.
 BJ0436' 
 BJ0436'OWNERSHIP- FELICIANA SUPER VALUE SUPERMARKET.
 BJ0436' 
 BJ0436'TO REACH THESTATION FROM THE INTERSECTION OF HWY 61 AND HWY 10 GO
 BJ0436'SOUTHWEST FOR 1  MILE TO THE SUPER MARKET AND STATION ON LEFT.
 BJ0436' 
 BJ0436'THE STATION IS 42.5' SOUTHEAST OF THE CENTER OF HWY 10, 23' SOUTHWEST
 BJ0436'OF DRIVEWAY  LEADING INTO PARKING AREA. 2' SOUTHWEST OF A POWERLINE
 BJ0436'POLE.
 BJ0436
 BJ0436                          STATION RECOVERY (2006)
 BJ0436
 BJ0436'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0174 ***********************************************************************
 BJ0174  DESIGNATION -  H 284 X
 BJ0174  PID         -  BJ0174
 BJ0174  STATE/COUNTY-  LA/AVOYELLES
 BJ0174  USGS QUAD   -  SIMMESPORT (1969)
 BJ0174
 BJ0174                         *CURRENT SURVEY CONTROL
 BJ0174  ___________________________________________________________________
 BJ0174* NAD 83(1986)-  30 57 32.     (N)    091 48 35.     (W)     SCALED    
 BJ0174* NAVD 88     -        13.287  (meters)      43.59   (feet)  ADJUSTED  
 BJ0174  ___________________________________________________________________
 BJ0174  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0174  DYNAMIC HT  -          13.270 (meters)      43.54  (feet)  COMP
 BJ0174  MODELED GRAV-     979,386.0   (mgal)                       NAVD 88
 BJ0174
 BJ0174  VERT ORDER  -  FIRST     CLASS I
 BJ0174
 BJ0174.The horizontal coordinates were scaled from a topographic map and have
 BJ0174.an estimated accuracy of +/- 6 seconds.
 BJ0174
 BJ0174.The orthometric height was determined by differential leveling
 BJ0174.and adjusted by the National Geodetic Survey in February 1994..
 BJ0174
 BJ0174.The geoid height was determined by GEOID03.
 BJ0174
 BJ0174.The dynamic height is computed by dividing the NAVD 88
 BJ0174.geopotential number by the normal gravity value computed on the
 BJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0174.degrees latitude (g = 980.6199 gals.).
 BJ0174
 BJ0174.The modeled gravity was interpolated from observed gravity values.
 BJ0174
 BJ0174;                    North         East    Units  Estimated Accuracy
 BJ0174;SPC LA N     -    51,090.    1,065,960.      MT  (+/- 180 meters Scaled)
 BJ0174
 BJ0174                          SUPERSEDED SURVEY CONTROL
 BJ0174
 BJ0174  NAVD 88 (06/15/91)   13.313  (m)           43.68   (f) UNKNOWN     1 1
 BJ0174  NGVD 29 (??/??/??)   13.265  (m)           43.52   (f) ADJUSTED    1 1
 BJ0174
 BJ0174.Superseded values are not recommended for survey control.
 BJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0174.See file dsdata.txt to determine how the superseded data were derived.
 BJ0174
 BJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ136256(NAD 83)
 BJ0174_MARKER: DB = BENCH MARK DISK
 BJ0174_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0174+WITH SETTING: INTO GROUND
 BJ0174_SP_SET: METAL ROD WITH BASE PLATE
 BJ0174_STAMPING: H 284 X 1976
 BJ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0174+STABILITY: SURFACE MOTION
 BJ0174
 BJ0174  HISTORY     - Date     Condition        Report By
 BJ0174  HISTORY     - 1976     MONUMENTED       NGS
 BJ0174  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 BJ0174
 BJ0174                          STATION DESCRIPTION
 BJ0174
 BJ0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0174'1.0 MI SOUTH FROM SIMMESPORT.
 BJ0174'1.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0174'SCHOOL, 40 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FT SOUTH OF
 BJ0174'THE SOUTH POST OF A WIRE GATE, 0.9 FT EAST OF A FENCE.
 BJ0174
 BJ0174                          STATION RECOVERY (2005)
 BJ0174
 BJ0174'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0597 ***********************************************************************
 BJ0597  DESIGNATION -  H 285
 BJ0597  PID         -  BJ0597
 BJ0597  STATE/COUNTY-  LA/IBERVILLE
 BJ0597  USGS QUAD   -  WHITE CASTLE (1992)
 BJ0597
 BJ0597                         *CURRENT SURVEY CONTROL
 BJ0597  ___________________________________________________________________
 BJ0597* NAD 83(1986)-  30 12 51.     (N)    091 09 54.     (W)     SCALED    
 BJ0597* NAVD 88     -         6.665  (meters)      21.87   (feet)  ADJUSTED  
 BJ0597  ___________________________________________________________________
 BJ0597  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0597  DYNAMIC HT  -           6.657 (meters)      21.84  (feet)  COMP
 BJ0597  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 BJ0597
 BJ0597  VERT ORDER  -  FIRST     CLASS I
 BJ0597
 BJ0597.The horizontal coordinates were scaled from a topographic map and have
 BJ0597.an estimated accuracy of +/- 6 seconds.
 BJ0597
 BJ0597.The orthometric height was determined by differential leveling
 BJ0597.and adjusted by the National Geodetic Survey in February 1994..
 BJ0597
 BJ0597.The geoid height was determined by GEOID03.
 BJ0597
 BJ0597.The dynamic height is computed by dividing the NAVD 88
 BJ0597.geopotential number by the normal gravity value computed on the
 BJ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0597.degrees latitude (g = 980.6199 gals.).
 BJ0597
 BJ0597.The modeled gravity was interpolated from observed gravity values.
 BJ0597
 BJ0597;                    North         East    Units  Estimated Accuracy
 BJ0597;SPC LA S     -   190,020.    1,016,210.      MT  (+/- 180 meters Scaled)
 BJ0597
 BJ0597                          SUPERSEDED SURVEY CONTROL
 BJ0597
 BJ0597  NGVD 29 (??/??/??)    6.689  (m)           21.95   (f) ADJUSTED    1 1
 BJ0597
 BJ0597.Superseded values are not recommended for survey control.
 BJ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0597.See file dsdata.txt to determine how the superseded data were derived.
 BJ0597
 BJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP766439(NAD 83)
 BJ0597_MARKER: DB = BENCH MARK DISK
 BJ0597_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0597+WITH SETTING: INTO GROUND
 BJ0597_SP_SET: METAL ROD WITH BASE PLATE
 BJ0597_STAMPING: H 285 1976
 BJ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0597+STABILITY: SURFACE MOTION
 BJ0597
 BJ0597  HISTORY     - Date     Condition        Report By
 BJ0597  HISTORY     - 1976     MONUMENTED       NGS
 BJ0597
 BJ0597                          STATION DESCRIPTION
 BJ0597
 BJ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0597'0.6 MI NE FROM BAYOU GOULA.
 BJ0597'0.6 MILE NORTHEAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0597'HIGHWAY 69, AT THE JUNCTION OF A FIELD ROAD, 40 FT NORTHWEST OF THE
 BJ0597'CENTER LINE OF THE HIGHWAY, 24.5 FT SOUTHWEST OF THE CENTER LINE OF
 BJ0597'THE ROAD, 8 FT SOUTHWEST OF A FENCE CORNER, 2.0 FT SOUTHEAST OF A
 BJ0597'FENCE, THE DISK IS 0.5 FT BELOW LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0300 ***********************************************************************
 BJ0300  DESIGNATION -  H 286
 BJ0300  PID         -  BJ0300
 BJ0300  STATE/COUNTY-  LA/IBERVILLE
 BJ0300  USGS QUAD   -  GRAND RIVER (1992)
 BJ0300
 BJ0300                         *CURRENT SURVEY CONTROL
 BJ0300  ___________________________________________________________________
 BJ0300* NAD 83(1986)-  30 13 11.     (N)    091 25 08.     (W)     SCALED    
 BJ0300* NAVD 88     -         3.649  (meters)      11.97   (feet)  ADJUSTED  
 BJ0300  ___________________________________________________________________
 BJ0300  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0300  DYNAMIC HT  -           3.645 (meters)      11.96  (feet)  COMP
 BJ0300  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 BJ0300
 BJ0300  VERT ORDER  -  FIRST     CLASS I
 BJ0300
 BJ0300.The horizontal coordinates were scaled from a topographic map and have
 BJ0300.an estimated accuracy of +/- 6 seconds.
 BJ0300
 BJ0300.The orthometric height was determined by differential leveling
 BJ0300.and adjusted by the National Geodetic Survey in February 1994..
 BJ0300
 BJ0300.The geoid height was determined by GEOID03.
 BJ0300
 BJ0300.The dynamic height is computed by dividing the NAVD 88
 BJ0300.geopotential number by the normal gravity value computed on the
 BJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0300.degrees latitude (g = 980.6199 gals.).
 BJ0300
 BJ0300.The modeled gravity was interpolated from observed gravity values.
 BJ0300
 BJ0300;                    North         East    Units  Estimated Accuracy
 BJ0300;SPC LA S     -   190,630.      991,760.      MT  (+/- 180 meters Scaled)
 BJ0300
 BJ0300                          SUPERSEDED SURVEY CONTROL
 BJ0300
 BJ0300  NGVD 29 (??/??/??)    3.678  (m)           12.07   (f) ADJUSTED    1 1
 BJ0300
 BJ0300.Superseded values are not recommended for survey control.
 BJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0300.See file dsdata.txt to determine how the superseded data were derived.
 BJ0300
 BJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP521441(NAD 83)
 BJ0300_MARKER: DB = BENCH MARK DISK
 BJ0300_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0300+WITH SETTING: INTO GROUND
 BJ0300_SP_SET: METAL ROD WITH BASE PLATE
 BJ0300_STAMPING: H 286 1976
 BJ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0300+STABILITY: SURFACE MOTION
 BJ0300
 BJ0300  HISTORY     - Date     Condition        Report By
 BJ0300  HISTORY     - 1976     MONUMENTED       NGS
 BJ0300
 BJ0300                          STATION DESCRIPTION
 BJ0300
 BJ0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0300'7.3 MI NW FROM BAYOU SORREL.
 BJ0300'7.3 MILES NORTHWEST ALONG AN ASPHALT AND GRAVELED ROAD ALONG THE
 BJ0300'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0300'0.25 MILES SOUTHEAST OF THE JUNCTION OF A ROAD LEADING EAST ACROSS
 BJ0300'A BRIDGE, 21 FT SOUTHWEST OF THE CENTER LINE OF THE ROAD, THE DISK
 BJ0300'IS 0.4 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0300'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0520 ***********************************************************************
 BJ0520  DESIGNATION -  H 287
 BJ0520  PID         -  BJ0520
 BJ0520  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0520  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0520
 BJ0520                         *CURRENT SURVEY CONTROL
 BJ0520  ___________________________________________________________________
 BJ0520* NAD 83(1986)-  30 29 33.     (N)    091 10 19.     (W)     SCALED    
 BJ0520* NAVD 88     -        17.419  (meters)      57.15   (feet)  ADJUSTED  
 BJ0520  ___________________________________________________________________
 BJ0520  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0520  DYNAMIC HT  -          17.397 (meters)      57.08  (feet)  COMP
 BJ0520  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ0520
 BJ0520  VERT ORDER  -  FIRST     CLASS II
 BJ0520
 BJ0520.The horizontal coordinates were scaled from a topographic map and have
 BJ0520.an estimated accuracy of +/- 6 seconds.
 BJ0520
 BJ0520.The orthometric height was determined by differential leveling
 BJ0520.and adjusted by the National Geodetic Survey in February 1994..
 BJ0520
 BJ0520.The geoid height was determined by GEOID03.
 BJ0520
 BJ0520.The dynamic height is computed by dividing the NAVD 88
 BJ0520.geopotential number by the normal gravity value computed on the
 BJ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0520.degrees latitude (g = 980.6199 gals.).
 BJ0520
 BJ0520.The modeled gravity was interpolated from observed gravity values.
 BJ0520
 BJ0520;                    North         East    Units  Estimated Accuracy
 BJ0520;SPC LA S     -   220,870.    1,015,490.      MT  (+/- 180 meters Scaled)
 BJ0520
 BJ0520                          SUPERSEDED SURVEY CONTROL
 BJ0520
 BJ0520  NGVD 29 (??/??/??)   17.408  (m)           57.11   (f) ADJUSTED    1 2
 BJ0520
 BJ0520.Superseded values are not recommended for survey control.
 BJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0520.See file dsdata.txt to determine how the superseded data were derived.
 BJ0520
 BJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP754747(NAD 83)
 BJ0520_MARKER: DB = BENCH MARK DISK
 BJ0520_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0520+WITH SETTING: INTO GROUND
 BJ0520_SP_SET: METAL ROD WITH BASE PLATE
 BJ0520_STAMPING: H 287 1976
 BJ0520_MARK LOGO: NGS   
 BJ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0520+STABILITY: SURFACE MOTION
 BJ0520
 BJ0520  HISTORY     - Date     Condition        Report By
 BJ0520  HISTORY     - 1976     MONUMENTED       NGS
 BJ0520  HISTORY     - 1985     GOOD             LADTD
 BJ0520  HISTORY     - 1986     GOOD             NGS
 BJ0520  HISTORY     - 1986     GOOD             NGS
 BJ0520  HISTORY     - 1987     GOOD             LADTD
 BJ0520  HISTORY     - 1987     GOOD             LA-033
 BJ0520
 BJ0520                          STATION DESCRIPTION
 BJ0520
 BJ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0520'IN BATON ROUGE.
 BJ0520'0.2 MILE WEST ALONG GULF STATES UTILITIES ROAD FROM THE JUNCTION OF
 BJ0520'SCENIC HIGHWAY, AT THE SOUTHEAST CORNER OF THE JUNCTION OF AVENUE E,
 BJ0520'85 FT 2 SOUTH OF THE CENTER LINE OF THE ROAD, 65.5 FT EAST OF THE
 BJ0520'CENTER LINE OF THE AVENUE, 52.5 FT SOUTH OF THE NORTH BOUNDARY FENCE
 BJ0520'OF THE EXXON REFINERY, 118.4 FT WEST OF THE SOUTHWEST CORNER OF THE
 BJ0520'CONCRETE FOUNDATION OF THE WEST ONE OF THREE US GEOLOGICAL SURVEY
 BJ0520'RECORDER BUILDINGS, 106 FT NORTH OF THE CENTER OF A FIRE HYDRANT, 2 FT
 BJ0520'SOUTH OF A POWER LINE POLE.
 BJ0520
 BJ0520                          STATION RECOVERY (1985)
 BJ0520
 BJ0520'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ0520'RECOVERED IN GOOD CONDITION.
 BJ0520
 BJ0520                          STATION RECOVERY (1986)
 BJ0520
 BJ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0520'RECOVERED IN GOOD CONDITION.
 BJ0520
 BJ0520                          STATION RECOVERY (1986)
 BJ0520
 BJ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0520'RECOVERED IN GOOD CONDITION.
 BJ0520
 BJ0520                          STATION RECOVERY (1987)
 BJ0520
 BJ0520'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ0520'RECOVERED IN GOOD CONDITION.
 BJ0520
 BJ0520                          STATION RECOVERY (1987)
 BJ0520
 BJ0520'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0520'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION THAT PERMISSION TO
 BJ0520'DRIVE TO BENCH MARK ON EXXON REFINERY PROPERTY MUST BE OBTAINED AT
 BJ0520'THE MAIN GATE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0343 ***********************************************************************
 BJ0343  DESIGNATION -  H 288
 BJ0343  PID         -  BJ0343
 BJ0343  STATE/COUNTY-  LA/ST LANDRY
 BJ0343  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0343
 BJ0343                         *CURRENT SURVEY CONTROL
 BJ0343  ___________________________________________________________________
 BJ0343* NAD 83(1986)-  30 32 01.     (N)    091 51 22.     (W)     SCALED    
 BJ0343* NAVD 88     -         8.266  (meters)      27.12   (feet)  ADJUSTED  
 BJ0343  ___________________________________________________________________
 BJ0343  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0343  DYNAMIC HT  -           8.255 (meters)      27.08  (feet)  COMP
 BJ0343  MODELED GRAV-     979,339.6   (mgal)                       NAVD 88
 BJ0343
 BJ0343  VERT ORDER  -  FIRST     CLASS I
 BJ0343
 BJ0343.The horizontal coordinates were scaled from a topographic map and have
 BJ0343.an estimated accuracy of +/- 6 seconds.
 BJ0343
 BJ0343.The orthometric height was determined by differential leveling
 BJ0343.and adjusted by the National Geodetic Survey in February 1994..
 BJ0343
 BJ0343.The geoid height was determined by GEOID03.
 BJ0343
 BJ0343.The dynamic height is computed by dividing the NAVD 88
 BJ0343.geopotential number by the normal gravity value computed on the
 BJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0343.degrees latitude (g = 980.6199 gals.).
 BJ0343
 BJ0343.The modeled gravity was interpolated from observed gravity values.
 BJ0343
 BJ0343;                    North         East    Units  Estimated Accuracy
 BJ0343;SPC LA S     -   225,530.      949,830.      MT  (+/- 180 meters Scaled)
 BJ0343
 BJ0343                          SUPERSEDED SURVEY CONTROL
 BJ0343
 BJ0343  NAVD 88 (06/15/91)    8.280  (m)           27.17   (f) UNKNOWN     1 1
 BJ0343  NGVD 29 (??/??/??)    8.254  (m)           27.08   (f) ADJUSTED    1 1
 BJ0343
 BJ0343.Superseded values are not recommended for survey control.
 BJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0343.See file dsdata.txt to determine how the superseded data were derived.
 BJ0343
 BJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP097784(NAD 83)
 BJ0343_MARKER: DB = BENCH MARK DISK
 BJ0343_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ0343_SP_SET: DRAINAGE STRUCTURE
 BJ0343_STAMPING: H 288 1976
 BJ0343_MARK LOGO: NGS   
 BJ0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0343
 BJ0343  HISTORY     - Date     Condition        Report By
 BJ0343  HISTORY     - 1976     MONUMENTED       NGS
 BJ0343  HISTORY     - 1986     GOOD             NGS
 BJ0343
 BJ0343                          STATION DESCRIPTION
 BJ0343
 BJ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0343'7.8 MI WEST FROM KROTZ SPRINGS.
 BJ0343'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0343'OFFICE AT KROTZ SPRINGS, THENCE 1.0 MILE SOUTH ALONG THE TOP OF THE
 BJ0343'WEST ATCHAFALAYA FLOODWAY LEVEE, SET IN TOP OF THE NORTH END OF THE
 BJ0343'COURTABLEU DRAINAGE STRUCTURE, 1.0 FT. SOUTHEAST OF THE NORTHWEST
 BJ0343'CORNER OF THE CONCRETE STRUCTURE, 97 FT. EAST OF THE CENTER LINE OF
 BJ0343'THE LEVEE, 46 FT. SOUTH OF A POWER POLE WITH TRANSFORMER NUMBER
 BJ0343'16-79-12.
 BJ0343
 BJ0343                          STATION RECOVERY (1986)
 BJ0343
 BJ0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1290 ***********************************************************************
 BK1290  DESIGNATION -  H 29
 BK1290  PID         -  BK1290
 BK1290  STATE/COUNTY-  LA/BEAUREGARD
 BK1290  USGS QUAD   -  DERIDDER (1994)
 BK1290
 BK1290                         *CURRENT SURVEY CONTROL
 BK1290  ___________________________________________________________________
 BK1290* NAD 83(1986)-  30 50 46.     (N)    093 17 09.     (W)     SCALED    
 BK1290* NAVD 88     -        62.39   (+/-2cm)     204.7    (feet)  VERTCON   
 BK1290  ___________________________________________________________________
 BK1290  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1290
 BK1290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1290
 BK1290.The horizontal coordinates were scaled from a topographic map and have
 BK1290.an estimated accuracy of +/- 6 seconds.
 BK1290
 BK1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1290.The vertical order pertains to the NGVD 29 superseded value.
 BK1290
 BK1290.The geoid height was determined by GEOID03.
 BK1290
 BK1290;                    North         East    Units  Estimated Accuracy
 BK1290;SPC LA S     -   261,650.      813,230.      MT  (+/- 180 meters Scaled)
 BK1290
 BK1290                          SUPERSEDED SURVEY CONTROL
 BK1290
 BK1290  NGVD 29 (??/??/??)   62.552  (m)          205.22   (f) ADJUSTED    2 0
 BK1290
 BK1290.Superseded values are not recommended for survey control.
 BK1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1290.See file dsdata.txt to determine how the superseded data were derived.
 BK1290
 BK1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ726125(NAD 83)
 BK1290_MARKER: DB = BENCH MARK DISK
 BK1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1290_STAMPING: H 29 1935
 BK1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1290+STABILITY: SURFACE MOTION
 BK1290
 BK1290  HISTORY     - Date     Condition        Report By
 BK1290  HISTORY     - 1935     MONUMENTED       CGS
 BK1290  HISTORY     - 1943     GOOD             CGS
 BK1290  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 BK1290
 BK1290                          STATION DESCRIPTION
 BK1290
 BK1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1290'IN DE RIDDER.
 BK1290'AT DE RIDDER, BEAUREGARD PARISH, 100 FEET NORTH OF THE NORTHEAST
 BK1290'CORNER OF THE KANSAS CITY SOUTHERN RAILWAY STATION, IN THE STATION
 BK1290'LAWN, 21 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET WEST OF
 BK1290'THE PASSENGER GRAVEL WALK.  A STANDARD DISK, STAMPED H 29 1935 AND SET
 BK1290'IN THE TOP OF A CONCRETE POST.
 BK1290
 BK1290                          STATION RECOVERY (2004)
 BK1290
 BK1290'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1290'OVER THE YEARS, CONCRETE SLABS, A SIDEWALK, AND OTHER CONSTRUCTION
 BK1290'PROJECTS PROBABLY ELIMINATED THIS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2044 ***********************************************************************
 BK2044  DESIGNATION -  H 29 1 USE
 BK2044  PID         -  BK2044
 BK2044  STATE/COUNTY-  LA/AVOYELLES
 BK2044  USGS QUAD   -  BUNKIE (1992)
 BK2044
 BK2044                         *CURRENT SURVEY CONTROL
 BK2044  ___________________________________________________________________
 BK2044* NAD 83(1992)-  30 57 30.88072(N)    092 11 20.58186(W)     ADJUSTED  
 BK2044* NAVD 88     -        19.89   (+/-2cm)      65.3    (feet)  VERTCON   
 BK2044  ___________________________________________________________________
 BK2044  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2044  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2044
 BK2044  HORZ ORDER  -  SECOND
 BK2044  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2044
 BK2044.The horizontal coordinates were established by classical geodetic methods
 BK2044.and adjusted by the National Geodetic Survey in January 1993..
 BK2044
 BK2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2044.The vertical order pertains to the NGVD 29 superseded value.
 BK2044
 BK2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2044
 BK2044.The geoid height was determined by GEOID03.
 BK2044
 BK2044;                    North         East     Units Scale Factor Converg.
 BK2044;SPC LA N     -    50,889.429 1,029,711.384   MT  1.00005369   +0 09 51.8
 BK2044;SPC LA N     -   166,959.73  3,378,311.43   sFT  1.00005369   +0 09 51.8
 BK2044;SPC LA S     -   272,837.256   918,235.485   MT  1.00006521   -0 25 40.3
 BK2044;SPC LA S     -   895,133.56  3,012,577.59   sFT  1.00006521   -0 25 40.3
 BK2044;UTM  15      - 3,425,293.324   577,452.823   MT  0.99967400   +0 25 01.9
 BK2044
 BK2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2044!SPC LA N     -   1.00000114  x   1.00005369  =   1.00005483
 BK2044!SPC LA S     -   1.00000114  x   1.00006521  =   1.00006635
 BK2044!UTM  15      -   1.00000114  x   0.99967400  =   0.99967514
 BK2044
 BK2044                          SUPERSEDED SURVEY CONTROL
 BK2044
 BK2044  NAD 83(1986)-  30 57 30.90049(N)    092 11 20.57659(W) AD(       ) 2
 BK2044  NAD 27      -  30 57 30.20889(N)    092 11 20.12141(W) AD(       ) 2
 BK2044  NGVD 29 (??/??/??)   19.872  (m)           65.20   (f) ADJUSTED    2 2
 BK2044
 BK2044.Superseded values are not recommended for survey control.
 BK2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2044.See file dsdata.txt to determine how the superseded data were derived.
 BK2044
 BK2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7745325293(NAD 83)
 BK2044_MARKER: DD = SURVEY DISK
 BK2044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BK2044_SP_SET: PIPE
 BK2044_STAMPING: H-29-1 65.53
 BK2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2044
 BK2044  HISTORY     - Date     Condition        Report By
 BK2044  HISTORY     - 1941     MONUMENTED       USE
 BK2044  HISTORY     - 1959     GOOD             CGS
 BK2044  HISTORY     - 1975     GOOD             LADTD
 BK2044
 BK2044                          STATION DESCRIPTION
 BK2044
 BK2044'DESCRIBED BY US ENGINEERS 1941 (HJH)
 BK2044'STATION IS IN THE TOWN OF BUNKIE ABOUT 0.4 MILE WNW OF THE
 BK2044'TEXAS AND PACIFIC DEPOT.  IT IS 34 FEET NNE OF THE CENTER LINE
 BK2044'OF U.S. HIGHWAY 71, 2 FEET NW OF THE N CORNER OF A SMALL CONCRETE
 BK2044'HOUSE ON WHOSE DOOR IS THE LEGEND NATURAL GAS REGULATOR,
 BK2044'UNITED GAS CORPORATION, AND 3 FEET ESE OF THE WIRE FENCE
 BK2044'THAT MARKS THE SE BOUNDARY OF THE ADJACENT STANDARD OIL
 BK2044'COMPANY PROPERTY.  IT IS A STANDARD U.S.E. PIPE-STONE BENCH
 BK2044'MARK WITH BRASS CAP PROJECTING ABOUT 3 INCHES AND STAMPED
 BK2044'H-29-1.
 BK2044'
 BK2044'LOCATED BY TRAVERSE FROM STATION 865 (LA. GEOD. S.).
 BK2044
 BK2044                          STATION RECOVERY (1959)
 BK2044
 BK2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK2044'THE MARK IS LOCATED ABOUT 0.35 MILE NORTHWEST ALONG U.S.
 BK2044'HIGHWAY 71 FROM THE TEXAS AND PACIFIC RAILROAD STATION IN
 BK2044'BUNKIE, NORTHEAST AND ACROSS THE HIGHWAY FROM AN ESSO SERVICE
 BK2044'STATION.  IT IS 910.35 FEET WEST-NORTHWEST OF TRIANGULATION
 BK2044'STATION 865 (LA. GEOD. S.) 35 FEET NORTHEAST OF THE CENTERLINE
 BK2044'OF THE HIGHWAY, 65.5 FEET NORTHWEST OF THE NORTHWEST WALL
 BK2044'OF A GRAY BRICK BUILDING OF THE RABALAIS AND SONS PAINT
 BK2044'STORE, 8 FEET NORTHWEST OF A LARGE GAS VALVE, 9.5 FEET
 BK2044'NORTHEAST OF THE SOUTHWEST CORNER OF A FENCE, 2 FEET WEST OF
 BK2044'THE NORTHEAST CORNER OF A WIRE FENCE AROUND THE GAS VALVE, 44
 BK2044'FEET WEST OF A 2-FOOT OAK TREE IN A VACANT LOT.  IT IS A
 BK2044'STANDARD CORP OF ENGINEERS BRASS CAP RIVITED ON THE TOP OF
 BK2044'A 3-INCH IRON PIPE PROJECTING 1 INCH.  IT IS STAMPED
 BK2044'H-29-1 65.53.
 BK2044
 BK2044                          STATION RECOVERY (1975)
 BK2044
 BK2044'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2044'.40 MI NW FROM BUNKIE.
 BK2044'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT .40 MILES NW ALONG US HIGHWAY
 BK2044'71, THIS MARKER IS 910 FT NW OF TRIANGULATION 865 AND ACROSS US
 BK2044'HIGHWAY 71 FROM A SERVICE STATION, 66 FT NW OF THE NW WALL OF A PANT
 BK2044'STORE WITH A BRICK WALL, 8 FT NW OF A LARGE GAS VALVE, 9 FT NE OF THE
 BK2044'SW CORNER OF A CHAIN LINK FENCE, 35 FT NE OF THE CENTERLINE OF US
 BK2044'HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0903 ***********************************************************************
 BJ0903  DESIGNATION -  H 290
 BJ0903  PID         -  BJ0903
 BJ0903  STATE/COUNTY-  LA/LIVINGSTON
 BJ0903  USGS QUAD   -  HOLDEN (1974)
 BJ0903
 BJ0903                         *CURRENT SURVEY CONTROL
 BJ0903  ___________________________________________________________________
 BJ0903* NAD 83(1986)-  30 30 13.     (N)    090 41 30.     (W)     SCALED    
 BJ0903* NAVD 88     -        11.458  (meters)      37.59   (feet)  ADJUSTED  
 BJ0903  ___________________________________________________________________
 BJ0903  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ0903  DYNAMIC HT  -          11.443 (meters)      37.54  (feet)  COMP
 BJ0903  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BJ0903
 BJ0903  VERT ORDER  -  FIRST     CLASS I
 BJ0903
 BJ0903.The horizontal coordinates were scaled from a topographic map and have
 BJ0903.an estimated accuracy of +/- 6 seconds.
 BJ0903
 BJ0903.The orthometric height was determined by differential leveling
 BJ0903.and adjusted by the National Geodetic Survey in February 1994..
 BJ0903
 BJ0903.The geoid height was determined by GEOID03.
 BJ0903
 BJ0903.The dynamic height is computed by dividing the NAVD 88
 BJ0903.geopotential number by the normal gravity value computed on the
 BJ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0903.degrees latitude (g = 980.6199 gals.).
 BJ0903
 BJ0903.The modeled gravity was interpolated from observed gravity values.
 BJ0903
 BJ0903;                    North         East    Units  Estimated Accuracy
 BJ0903;SPC LA S     -   222,260.    1,061,600.      MT  (+/- 180 meters Scaled)
 BJ0903
 BJ0903                          SUPERSEDED SURVEY CONTROL
 BJ0903
 BJ0903  NAVD 88 (06/15/91)   11.502  (m)           37.74   (f) UNKNOWN     1 1
 BJ0903  NGVD 29 (??/??/??)   11.476  (m)           37.65   (f) ADJUSTED    1 1
 BJ0903
 BJ0903.Superseded values are not recommended for survey control.
 BJ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0903.See file dsdata.txt to determine how the superseded data were derived.
 BJ0903
 BJ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP215768(NAD 83)
 BJ0903_MARKER: DB = BENCH MARK DISK
 BJ0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0903_SP_SET: CULVERT
 BJ0903_STAMPING: H 290 1976
 BJ0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0903
 BJ0903  HISTORY     - Date     Condition        Report By
 BJ0903  HISTORY     - 1976     MONUMENTED       NGS
 BJ0903
 BJ0903                          STATION DESCRIPTION
 BJ0903
 BJ0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0903'1.4 MI WEST FROM HOLDEN.
 BJ0903'1.4 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0903'HIGHWAY 441, 0.1 MILE EAST OF THE JUNCTION OF AN ASPHALT ROAD
 BJ0903'LEADING NORTH, 26 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, IN
 BJ0903'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A
 BJ0903'CONCRETE BOX CULVERT, 0.5 FT EAST OF THE WEST END OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0257 ***********************************************************************
 BJ0257  DESIGNATION -  H 291
 BJ0257  PID         -  BJ0257
 BJ0257  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0257  USGS QUAD   -  LOTTIE (1994)
 BJ0257
 BJ0257                         *CURRENT SURVEY CONTROL
 BJ0257  ___________________________________________________________________
 BJ0257* NAD 83(1986)-  30 35 06.     (N)    091 39 17.     (W)     SCALED    
 BJ0257* NAVD 88     -         6.616  (meters)      21.71   (feet)  ADJUSTED  
 BJ0257  ___________________________________________________________________
 BJ0257  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ0257  DYNAMIC HT  -           6.607 (meters)      21.68  (feet)  COMP
 BJ0257  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ0257
 BJ0257  VERT ORDER  -  FIRST     CLASS I
 BJ0257
 BJ0257.The horizontal coordinates were scaled from a topographic map and have
 BJ0257.an estimated accuracy of +/- 6 seconds.
 BJ0257
 BJ0257.The orthometric height was determined by differential leveling
 BJ0257.and adjusted by the National Geodetic Survey in February 1994..
 BJ0257
 BJ0257.The geoid height was determined by GEOID03.
 BJ0257
 BJ0257.The dynamic height is computed by dividing the NAVD 88
 BJ0257.geopotential number by the normal gravity value computed on the
 BJ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0257.degrees latitude (g = 980.6199 gals.).
 BJ0257
 BJ0257.The modeled gravity was interpolated from observed gravity values.
 BJ0257
 BJ0257;                    North         East    Units  Estimated Accuracy
 BJ0257;SPC LA S     -   231,160.      969,180.      MT  (+/- 180 meters Scaled)
 BJ0257
 BJ0257                          SUPERSEDED SURVEY CONTROL
 BJ0257
 BJ0257  NGVD 29 (??/??/??)    6.630  (m)           21.75   (f) ADJUSTED    1 1
 BJ0257
 BJ0257.Superseded values are not recommended for survey control.
 BJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0257.See file dsdata.txt to determine how the superseded data were derived.
 BJ0257
 BJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP289843(NAD 83)
 BJ0257_MARKER: DB = BENCH MARK DISK
 BJ0257_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0257+WITH SETTING: INTO GROUND
 BJ0257_SP_SET: METAL ROD WITH BASE PLATE
 BJ0257_STAMPING: H 291 1976
 BJ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0257+STABILITY: SURFACE MOTION
 BJ0257
 BJ0257  HISTORY     - Date     Condition        Report By
 BJ0257  HISTORY     - 1976     MONUMENTED       NGS
 BJ0257
 BJ0257                          STATION DESCRIPTION
 BJ0257
 BJ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0257'3.0 MI NORTH FROM LOTTIE.
 BJ0257'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0257'HIGHWAY 81, THENCE 2.0 MILES NORTH ALONG A LEVEE ROAD, AT A FENCE
 BJ0257'LINE, 176 FT EAST OF THE CENTER LINE OF THE ROAD, 26 FT EAST OF
 BJ0257'THE EAST END OF A GATE, 1.8 FT NORTH OF A FENCE, THE DISK IS 0.7
 BJ0257'FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 BJ0257'A 4-INCH PLASTIC SCREW PLUG,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0283 ***********************************************************************
 BJ0283  DESIGNATION -  H 292
 BJ0283  PID         -  BJ0283
 BJ0283  STATE/COUNTY-  LA/IBERVILLE
 BJ0283  USGS QUAD   -  MARINGOUIN (1992)
 BJ0283
 BJ0283                         *CURRENT SURVEY CONTROL
 BJ0283  ___________________________________________________________________
 BJ0283* NAD 83(1986)-  30 23 10.     (N)    091 30 42.     (W)     SCALED    
 BJ0283* NAVD 88     -         3.056  (meters)      10.03   (feet)  ADJUSTED  
 BJ0283  ___________________________________________________________________
 BJ0283  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0283  DYNAMIC HT  -           3.052 (meters)      10.01  (feet)  COMP
 BJ0283  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 BJ0283
 BJ0283  VERT ORDER  -  FIRST     CLASS I
 BJ0283
 BJ0283.The horizontal coordinates were scaled from a topographic map and have
 BJ0283.an estimated accuracy of +/- 6 seconds.
 BJ0283
 BJ0283.The orthometric height was determined by differential leveling
 BJ0283.and adjusted by the National Geodetic Survey in February 1994..
 BJ0283
 BJ0283.The geoid height was determined by GEOID03.
 BJ0283
 BJ0283.The dynamic height is computed by dividing the NAVD 88
 BJ0283.geopotential number by the normal gravity value computed on the
 BJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0283.degrees latitude (g = 980.6199 gals.).
 BJ0283
 BJ0283.The modeled gravity was interpolated from observed gravity values.
 BJ0283
 BJ0283;                    North         East    Units  Estimated Accuracy
 BJ0283;SPC LA S     -   209,080.      982,860.      MT  (+/- 180 meters Scaled)
 BJ0283
 BJ0283                          SUPERSEDED SURVEY CONTROL
 BJ0283
 BJ0283  NGVD 29 (??/??/??)    3.073  (m)           10.08   (f) ADJUSTED    1 1
 BJ0283
 BJ0283.Superseded values are not recommended for survey control.
 BJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0283.See file dsdata.txt to determine how the superseded data were derived.
 BJ0283
 BJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP429625(NAD 83)
 BJ0283_MARKER: DB = BENCH MARK DISK
 BJ0283_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0283+WITH SETTING: INTO GROUND
 BJ0283_SP_SET: METAL ROD WITH BASE PLATE
 BJ0283_STAMPING: H 292 1976
 BJ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0283+STABILITY: SURFACE MOTION
 BJ0283
 BJ0283  HISTORY     - Date     Condition        Report By
 BJ0283  HISTORY     - 1976     MONUMENTED       NGS
 BJ0283  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0283
 BJ0283                          STATION DESCRIPTION
 BJ0283
 BJ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0283'1.0 MI SOUTH FROM RAMAH.
 BJ0283'1.0 MILE SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0283'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, AT THE
 BJ0283'SOUTH END OF A POWER LINE, 84 FT EAST OF THE CENTER LINE OF THE ROAD,
 BJ0283'76.5 FT NORTHEAST OF A POWER LINE POLE WITH 2 GUY WIRES, 2 FT NORTH
 BJ0283'OF A POWER LINE POLE WITH 2 GUY WIRES. THE DISK IS 0.6 FT BELOW THE
 BJ0283'SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0283'PLASTIC SCREW PLUG.
 BJ0283
 BJ0283                          STATION RECOVERY (1990)
 BJ0283
 BJ0283'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0833 ***********************************************************************
 BJ0833  DESIGNATION -  H 293
 BJ0833  PID         -  BJ0833
 BJ0833  STATE/COUNTY-  LA/IBERVILLE
 BJ0833  USGS QUAD   -  PIGEON (1980)
 BJ0833
 BJ0833                         *CURRENT SURVEY CONTROL
 BJ0833  ___________________________________________________________________
 BJ0833* NAD 83(1986)-  30 07 05.     (N)    091 18 57.     (W)     SCALED    
 BJ0833* NAVD 88     -         4.816  (meters)      15.80   (feet)  ADJUSTED  
 BJ0833  ___________________________________________________________________
 BJ0833  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ0833  DYNAMIC HT  -           4.810 (meters)      15.78  (feet)  COMP
 BJ0833  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0833
 BJ0833  VERT ORDER  -  FIRST     CLASS I
 BJ0833
 BJ0833.The horizontal coordinates were scaled from a topographic map and have
 BJ0833.an estimated accuracy of +/- 6 seconds.
 BJ0833
 BJ0833.The orthometric height was determined by differential leveling
 BJ0833.and adjusted by the National Geodetic Survey in February 1994..
 BJ0833
 BJ0833.The geoid height was determined by GEOID03.
 BJ0833
 BJ0833.The dynamic height is computed by dividing the NAVD 88
 BJ0833.geopotential number by the normal gravity value computed on the
 BJ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0833.degrees latitude (g = 980.6199 gals.).
 BJ0833
 BJ0833.The modeled gravity was interpolated from observed gravity values.
 BJ0833
 BJ0833;                    North         East    Units  Estimated Accuracy
 BJ0833;SPC LA S     -   179,350.    1,001,690.      MT  (+/- 180 meters Scaled)
 BJ0833
 BJ0833                          SUPERSEDED SURVEY CONTROL
 BJ0833
 BJ0833  NGVD 29 (??/??/??)    4.850  (m)           15.91   (f) ADJUSTED    1 1
 BJ0833
 BJ0833.Superseded values are not recommended for survey control.
 BJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0833.See file dsdata.txt to determine how the superseded data were derived.
 BJ0833
 BJ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP622330(NAD 83)
 BJ0833_MARKER: DB = BENCH MARK DISK
 BJ0833_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0833+WITH SETTING: INTO GROUND
 BJ0833_SP_SET: METAL ROD WITH BASE PLATE
 BJ0833_STAMPING: H 293 1976
 BJ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0833+STABILITY: SURFACE MOTION
 BJ0833
 BJ0833  HISTORY     - Date     Condition        Report By
 BJ0833  HISTORY     - 1976     MONUMENTED       NGS
 BJ0833
 BJ0833                          STATION DESCRIPTION
 BJ0833
 BJ0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0833'2.8 MI SOUTH FROM BAYOU SORREL.
 BJ0833'2.8 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0833'FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE, 0.4 MILE SOUTH OF
 BJ0833'THE JUNCTION OF A SHELL ROAD LEADING EAST, 39 FT NORTHEAST OF THE
 BJ0833'CENTER LINE OF THE ROAD, 6 FT NORTHEAST OF THE SOUTHWEST EDGE OF A
 BJ0833'TREE LINE, 3 FT NORTHWEST OF A TREE. THE DISK IS 0.6 FT BELOW THE
 BJ0833'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0833'PIPE SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0743 ***********************************************************************
 BJ0743  DESIGNATION -  H 294
 BJ0743  PID         -  BJ0743
 BJ0743  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0743  USGS QUAD   -  ERWINVILLE (1980)
 BJ0743
 BJ0743                         *CURRENT SURVEY CONTROL
 BJ0743  ___________________________________________________________________
 BJ0743* NAD 83(1986)-  30 33 09.     (N)    091 29 29.     (W)     SCALED    
 BJ0743* NAVD 88     -         5.518  (meters)      18.10   (feet)  ADJUSTED  
 BJ0743  ___________________________________________________________________
 BJ0743  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0743  DYNAMIC HT  -           5.511 (meters)      18.08  (feet)  COMP
 BJ0743  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ0743
 BJ0743  VERT ORDER  -  FIRST     CLASS I
 BJ0743
 BJ0743.The horizontal coordinates were scaled from a topographic map and have
 BJ0743.an estimated accuracy of +/- 6 seconds.
 BJ0743
 BJ0743.The orthometric height was determined by differential leveling
 BJ0743.and adjusted by the National Geodetic Survey in February 1994..
 BJ0743
 BJ0743.The geoid height was determined by GEOID03.
 BJ0743
 BJ0743.The dynamic height is computed by dividing the NAVD 88
 BJ0743.geopotential number by the normal gravity value computed on the
 BJ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0743.degrees latitude (g = 980.6199 gals.).
 BJ0743
 BJ0743.The modeled gravity was interpolated from observed gravity values.
 BJ0743
 BJ0743;                    North         East    Units  Estimated Accuracy
 BJ0743;SPC LA S     -   227,520.      984,840.      MT  (+/- 180 meters Scaled)
 BJ0743
 BJ0743                          SUPERSEDED SURVEY CONTROL
 BJ0743
 BJ0743  NAVD 88 (06/15/91)    5.555  (m)           18.23   (f) UNKNOWN     1 1
 BJ0743  NGVD 29 (??/??/??)    5.517  (m)           18.10   (f) ADJUSTED    1 1
 BJ0743
 BJ0743.Superseded values are not recommended for survey control.
 BJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0743.See file dsdata.txt to determine how the superseded data were derived.
 BJ0743
 BJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP446809(NAD 83)
 BJ0743_MARKER: DB = BENCH MARK DISK
 BJ0743_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0743_SP_SET: HEADWALL
 BJ0743_STAMPING: H 294 1976
 BJ0743_MARK LOGO: NGS   
 BJ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0743+STABILITY: SURFACE MOTION
 BJ0743
 BJ0743  HISTORY     - Date     Condition        Report By
 BJ0743  HISTORY     - 1976     MONUMENTED       NGS
 BJ0743  HISTORY     - 1986     GOOD             NGS
 BJ0743
 BJ0743                          STATION DESCRIPTION
 BJ0743
 BJ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0743'4.1 MI EAST FROM LIVONIA.
 BJ0743'4.1 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0743'HIGHWAY 77, 0.1 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 978
 BJ0743'LEADING NORTH, 47 FT. SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF
 BJ0743'THE HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BJ0743'HEAD WALL OF A LARGE CULVERT, 0.8 FT. WEST OF THE EAST END OF THE
 BJ0743'HEAD WALL.
 BJ0743
 BJ0743                          STATION RECOVERY (1986)
 BJ0743
 BJ0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0774 ***********************************************************************
 BJ0774  DESIGNATION -  H 295
 BJ0774  PID         -  BJ0774
 BJ0774  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0774  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0774
 BJ0774                         *CURRENT SURVEY CONTROL
 BJ0774  ___________________________________________________________________
 BJ0774* NAD 83(1986)-  30 27 03.     (N)    091 14 24.     (W)     SCALED    
 BJ0774* NAVD 88     -         5.744  (meters)      18.85   (feet)  ADJUSTED  
 BJ0774  ___________________________________________________________________
 BJ0774  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0774  DYNAMIC HT  -           5.736 (meters)      18.82  (feet)  COMP
 BJ0774  MODELED GRAV-     979,339.6   (mgal)                       NAVD 88
 BJ0774
 BJ0774  VERT ORDER  -  FIRST     CLASS I
 BJ0774
 BJ0774.The horizontal coordinates were scaled from a topographic map and have
 BJ0774.an estimated accuracy of +/- 6 seconds.
 BJ0774
 BJ0774.The orthometric height was determined by differential leveling
 BJ0774.and adjusted by the National Geodetic Survey in February 1994..
 BJ0774
 BJ0774.The geoid height was determined by GEOID03.
 BJ0774
 BJ0774.The dynamic height is computed by dividing the NAVD 88
 BJ0774.geopotential number by the normal gravity value computed on the
 BJ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0774.degrees latitude (g = 980.6199 gals.).
 BJ0774
 BJ0774.The modeled gravity was interpolated from observed gravity values.
 BJ0774
 BJ0774;                    North         East    Units  Estimated Accuracy
 BJ0774;SPC LA S     -   216,250.    1,008,960.      MT  (+/- 180 meters Scaled)
 BJ0774
 BJ0774                          SUPERSEDED SURVEY CONTROL
 BJ0774
 BJ0774  NGVD 29 (??/??/??)    5.735  (m)           18.82   (f) ADJUSTED    1 1
 BJ0774
 BJ0774.Superseded values are not recommended for survey control.
 BJ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0774.See file dsdata.txt to determine how the superseded data were derived.
 BJ0774
 BJ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP689700(NAD 83)
 BJ0774_MARKER: DB = BENCH MARK DISK
 BJ0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0774_SP_SET: CULVERT HEAD WALL
 BJ0774_STAMPING: H 295 1976
 BJ0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0774
 BJ0774  HISTORY     - Date     Condition        Report By
 BJ0774  HISTORY     - 1976     MONUMENTED       NGS
 BJ0774
 BJ0774                          STATION DESCRIPTION
 BJ0774
 BJ0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0774'2.0 MI WEST FROM PORT ALLEN.
 BJ0774'2.0 MILES WEST ALONG STATE HIGHWAY 76 (COURT STREET) FROM THE POST
 BJ0774'OFFICE, 0.35 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 415, 42.5 FT
 BJ0774'SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST END
 BJ0774'OF THE SOUTH CONCRETE HEAD WALL OF A LARGE DOUBLE CONCRETE BOX
 BJ0774'CULVERT OF BROUSSARD BAYOU, 0.9 FT EAST OF THE WEST END OF THE
 BJ0774'HEAD WALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2254 ***********************************************************************
 BX2254  DESIGNATION -  H 301
 BX2254  PID         -  BX2254
 BX2254  STATE/COUNTY-  LA/RAPIDES
 BX2254  USGS QUAD   -  LATANIER (1993)
 BX2254
 BX2254                         *CURRENT SURVEY CONTROL
 BX2254  ___________________________________________________________________
 BX2254* NAD 83(1986)-  31 11 22.     (N)    092 17 30.     (W)     SCALED    
 BX2254* NAVD 88     -        26.951  (meters)      88.42   (feet)  ADJUSTED  
 BX2254  ___________________________________________________________________
 BX2254  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX2254  DYNAMIC HT  -          26.917 (meters)      88.31  (feet)  COMP
 BX2254  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 BX2254
 BX2254  VERT ORDER  -  FIRST     CLASS I
 BX2254
 BX2254.The horizontal coordinates were scaled from a topographic map and have
 BX2254.an estimated accuracy of +/- 6 seconds.
 BX2254
 BX2254.The orthometric height was determined by differential leveling
 BX2254.and adjusted by the National Geodetic Survey in February 1994..
 BX2254
 BX2254.The geoid height was determined by GEOID03.
 BX2254
 BX2254.The dynamic height is computed by dividing the NAVD 88
 BX2254.geopotential number by the normal gravity value computed on the
 BX2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2254.degrees latitude (g = 980.6199 gals.).
 BX2254
 BX2254.The modeled gravity was interpolated from observed gravity values.
 BX2254
 BX2254;                    North         East    Units  Estimated Accuracy
 BX2254;SPC LA N     -    76,460.    1,019,860.      MT  (+/- 180 meters Scaled)
 BX2254
 BX2254                          SUPERSEDED SURVEY CONTROL
 BX2254
 BX2254  NAVD 88 (06/15/91)   26.954  (m)           88.43   (f) UNKNOWN     1 1
 BX2254  NGVD 29 (??/??/??)   26.928  (m)           88.35   (f) ADJUSTED    1 1
 BX2254
 BX2254.Superseded values are not recommended for survey control.
 BX2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2254.See file dsdata.txt to determine how the superseded data were derived.
 BX2254
 BX2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ674508(NAD 83)
 BX2254_MARKER: DB = BENCH MARK DISK
 BX2254_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2254_SP_SET: COPPER-CLAD STEEL ROD
 BX2254_STAMPING: H 301 1977
 BX2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2254
 BX2254  HISTORY     - Date     Condition        Report By
 BX2254  HISTORY     - 1977     MONUMENTED       NGS
 BX2254
 BX2254                          STATION DESCRIPTION
 BX2254
 BX2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2254'4.5 MI EAST FROM RUBY.
 BX2254'1.5 MILE NORTH ALONG STATE HIGHWAY 454 FROM THE POST OFFICE AT RUBY,
 BX2254'THENCE 2.8 MILES WEST AND SOUTHWEST ALONG A PAVED ROAD AND DIRT ROAD,
 BX2254'THENCE 0.2 MILE SOUTHWEST ON A FIELD ROAD, 130 FEET NORTH OF THE
 BX2254'CENTER OF THE ROAD, 190 FEET WEST OF THE CENTER OF THE ROAD AND A
 BX2254'DRIVEWAY LEADING TO A BRICK HOUSE, 271 FEET SOUTH OF A FENCE, 7 FEET
 BX2254'NORTHWEST OF A POWERLINE POLE, AND 2 FEET SOUTHWEST OF ANOTHER
 BX2254'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2237 ***********************************************************************
 BX2237  DESIGNATION -  H 302
 BX2237  PID         -  BX2237
 BX2237  STATE/COUNTY-  LA/AVOYELLES
 BX2237  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2237
 BX2237                         *CURRENT SURVEY CONTROL
 BX2237  ___________________________________________________________________
 BX2237* NAD 83(1986)-  31 12 35.     (N)    092 04 04.     (W)     SCALED    
 BX2237* NAVD 88     -        18.265  (meters)      59.92   (feet)  ADJUSTED  
 BX2237  ___________________________________________________________________
 BX2237  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX2237  DYNAMIC HT  -          18.242 (meters)      59.85  (feet)  COMP
 BX2237  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 BX2237
 BX2237  VERT ORDER  -  FIRST     CLASS I
 BX2237
 BX2237.The horizontal coordinates were scaled from a topographic map and have
 BX2237.an estimated accuracy of +/- 6 seconds.
 BX2237
 BX2237.The orthometric height was determined by differential leveling
 BX2237.and adjusted by the National Geodetic Survey in February 1994..
 BX2237
 BX2237.The geoid height was determined by GEOID03.
 BX2237
 BX2237.The dynamic height is computed by dividing the NAVD 88
 BX2237.geopotential number by the normal gravity value computed on the
 BX2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2237.degrees latitude (g = 980.6199 gals.).
 BX2237
 BX2237.The modeled gravity was interpolated from observed gravity values.
 BX2237
 BX2237;                    North         East    Units  Estimated Accuracy
 BX2237;SPC LA N     -    78,770.    1,041,190.      MT  (+/- 180 meters Scaled)
 BX2237
 BX2237                          SUPERSEDED SURVEY CONTROL
 BX2237
 BX2237  NAVD 88 (06/15/91)   18.274  (m)           59.95   (f) UNKNOWN     1 1
 BX2237  NGVD 29 (??/??/??)   18.228  (m)           59.80   (f) ADJUSTED    1 1
 BX2237
 BX2237.Superseded values are not recommended for survey control.
 BX2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2237.See file dsdata.txt to determine how the superseded data were derived.
 BX2237
 BX2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ888532(NAD 83)
 BX2237_MARKER: DB = BENCH MARK DISK
 BX2237_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2237+WITH SETTING: INTO GROUND
 BX2237_SP_SET: METAL ROD WITH BASE PLATE
 BX2237_STAMPING: H 302 1977
 BX2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2237+STABILITY: SURFACE MOTION
 BX2237
 BX2237  HISTORY     - Date     Condition        Report By
 BX2237  HISTORY     - 1977     MONUMENTED       NGS
 BX2237
 BX2237                          STATION DESCRIPTION
 BX2237
 BX2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2237'7.1 MI EAST FROM EFFIE.
 BX2237'7.1 MILES EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2237'STATE HIGHWAYS 107 AND 115 AT EFFIE, 44 FEET SOUTHEAST OF THE
 BX2237'CENTER LINE OF A LEVEE ACCESS ROAD, 40 FEET WEST OF THE CENTER
 BX2237'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2326 ***********************************************************************
 BX2326  DESIGNATION -  H 303
 BX2326  PID         -  BX2326
 BX2326  STATE/COUNTY-  LA/NATCHITOCHES
 BX2326  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2326
 BX2326                         *CURRENT SURVEY CONTROL
 BX2326  ___________________________________________________________________
 BX2326* NAD 83(1986)-  31 44 35.     (N)    093 01 33.     (W)     SCALED    
 BX2326* NAVD 88     -        33.159  (meters)     108.79   (feet)  ADJUSTED  
 BX2326  ___________________________________________________________________
 BX2326  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2326  DYNAMIC HT  -          33.120 (meters)     108.66  (feet)  COMP
 BX2326  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 BX2326
 BX2326  VERT ORDER  -  FIRST     CLASS I
 BX2326
 BX2326.The horizontal coordinates were scaled from a topographic map and have
 BX2326.an estimated accuracy of +/- 6 seconds.
 BX2326
 BX2326.The orthometric height was determined by differential leveling
 BX2326.and adjusted by the National Geodetic Survey in February 1994..
 BX2326
 BX2326.The geoid height was determined by GEOID03.
 BX2326
 BX2326.The dynamic height is computed by dividing the NAVD 88
 BX2326.geopotential number by the normal gravity value computed on the
 BX2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2326.degrees latitude (g = 980.6199 gals.).
 BX2326
 BX2326.The modeled gravity was interpolated from observed gravity values.
 BX2326
 BX2326;                    North         East    Units  Estimated Accuracy
 BX2326;SPC LA N     -   137,950.      950,180.      MT  (+/- 180 meters Scaled)
 BX2326
 BX2326                          SUPERSEDED SURVEY CONTROL
 BX2326
 BX2326  NAVD 88 (06/15/91)   33.159  (m)          108.79   (f) UNKNOWN     1 1
 BX2326  NGVD 29 (??/??/??)   33.195  (m)          108.91   (f) ADJUSTED    1 1
 BX2326
 BX2326.Superseded values are not recommended for survey control.
 BX2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2326.See file dsdata.txt to determine how the superseded data were derived.
 BX2326
 BX2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR975119(NAD 83)
 BX2326_MARKER: DB = BENCH MARK DISK
 BX2326_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2326+WITH SETTING: INTO GROUND
 BX2326_SP_SET: METAL ROD WITH BASE PLATE
 BX2326_STAMPING: H 303 1977
 BX2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2326+STABILITY: SURFACE MOTION
 BX2326
 BX2326  HISTORY     - Date     Condition        Report By
 BX2326  HISTORY     - 1977     MONUMENTED       NGS
 BX2326
 BX2326                          STATION DESCRIPTION
 BX2326
 BX2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2326'8.3 MI SE FROM NATCHITOCHES.
 BX2326'3.3 MILES NORTHEAST ALONG WILLIAMS AVENUE FROM THE JUNCTION OF THE
 BX2326'NORTH BRIDGE OVER THE CANE RIVER AT NATCHITOCHES TO THE BETHEL
 BX2326'BAPTIST CHURCH, THENCE 5 MILES SOUTHEAST ALONG THE LEVEE WHICH
 BX2326'IS ALSO A GRAVEL ROAD, SET IN BETWEEN THE TWO MOST EASTERLY OF THREE
 BX2326'TREES IN A GROUP, 166 FEET NORTH OF MILEPOST 8, AND 71 FEET WEST
 BX2326'OF THE CENTER OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2354 ***********************************************************************
 BX2354  DESIGNATION -  H 304
 BX2354  PID         -  BX2354
 BX2354  STATE/COUNTY-  LA/NATCHITOCHES
 BX2354  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX2354
 BX2354                         *CURRENT SURVEY CONTROL
 BX2354  ___________________________________________________________________
 BX2354* NAD 83(1986)-  31 53 35.     (N)    093 14 51.     (W)     SCALED    
 BX2354* NAVD 88     -        37.973  (meters)     124.58   (feet)  ADJUSTED  
 BX2354  ___________________________________________________________________
 BX2354  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2354  DYNAMIC HT  -          37.929 (meters)     124.44  (feet)  COMP
 BX2354  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 BX2354
 BX2354  VERT ORDER  -  FIRST     CLASS I
 BX2354
 BX2354.The horizontal coordinates were scaled from a topographic map and have
 BX2354.an estimated accuracy of +/- 6 seconds.
 BX2354
 BX2354.The orthometric height was determined by differential leveling
 BX2354.and adjusted by the National Geodetic Survey in February 1994..
 BX2354
 BX2354.The geoid height was determined by GEOID03.
 BX2354
 BX2354.The dynamic height is computed by dividing the NAVD 88
 BX2354.geopotential number by the normal gravity value computed on the
 BX2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2354.degrees latitude (g = 980.6199 gals.).
 BX2354
 BX2354.The modeled gravity was interpolated from observed gravity values.
 BX2354
 BX2354;                    North         East    Units  Estimated Accuracy
 BX2354;SPC LA N     -   154,700.      929,290.      MT  (+/- 180 meters Scaled)
 BX2354
 BX2354                          SUPERSEDED SURVEY CONTROL
 BX2354
 BX2354  NAVD 88 (06/15/91)   37.973  (m)          124.58   (f) UNKNOWN     1 1
 BX2354  NGVD 29 (??/??/??)   38.028  (m)          124.76   (f) ADJUSTED    1 1
 BX2354
 BX2354.Superseded values are not recommended for survey control.
 BX2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2354.See file dsdata.txt to determine how the superseded data were derived.
 BX2354
 BX2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR765286(NAD 83)
 BX2354_MARKER: DB = BENCH MARK DISK
 BX2354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2354_SP_SET: CONCRETE FOUNDATION
 BX2354_STAMPING: H 304 1977
 BX2354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2354+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX2354
 BX2354  HISTORY     - Date     Condition        Report By
 BX2354  HISTORY     - 1977     MONUMENTED       NGS
 BX2354  HISTORY     - 19950506 GOOD             USPSQD
 BX2354  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2354  HISTORY     - 20041103 GOOD             INDIV
 BX2354  HISTORY     - 20060610 GOOD             USPSQD
 BX2354
 BX2354                          STATION DESCRIPTION
 BX2354
 BX2354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2354'3.0 MI NW FROM POWHATAN.
 BX2354'3.0 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX2354'POWHATAN, 184 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX2354'123 FEET SOUTH-SOUTHWEST OF THE EAST GATE POST, IN THE TOP OF THE
 BX2354'ROUND CONCRETE FOUNDATION FOR THE EAST LEG OF THE CLECO POWER LINE
 BX2354'TOWER, AND 1 FOOT EAST OF THE LEG.
 BX2354
 BX2354                          STATION RECOVERY (1995)
 BX2354
 BX2354'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2354'RECOVERED IN GOOD CONDITION.
 BX2354
 BX2354                          STATION RECOVERY (2001)
 BX2354
 BX2354'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX2354'MARK NOT FOUND.
 BX2354
 BX2354                          STATION RECOVERY (2004)
 BX2354
 BX2354'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (KGK)
 BX2354'RECOVERED AS DESCRIBED
 BX2354
 BX2354                          STATION RECOVERY (2006)
 BX2354
 BX2354'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2110 ***********************************************************************
 CQ2110  DESIGNATION -  H 305
 CQ2110  PID         -  CQ2110
 CQ2110  STATE/COUNTY-  LA/CADDO
 CQ2110  USGS QUAD   -  ELM GROVE (1980)
 CQ2110
 CQ2110                         *CURRENT SURVEY CONTROL
 CQ2110  ___________________________________________________________________
 CQ2110* NAD 83(1986)-  32 19 37.     (N)    093 36 03.     (W)     SCALED    
 CQ2110* NAVD 88     -        45.749  (meters)     150.09   (feet)  ADJUSTED  
 CQ2110  ___________________________________________________________________
 CQ2110  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2110  DYNAMIC HT  -          45.697 (meters)     149.92  (feet)  COMP
 CQ2110  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 CQ2110
 CQ2110  VERT ORDER  -  FIRST     CLASS I
 CQ2110
 CQ2110.The horizontal coordinates were scaled from a topographic map and have
 CQ2110.an estimated accuracy of +/- 6 seconds.
 CQ2110
 CQ2110.The orthometric height was determined by differential leveling
 CQ2110.and adjusted by the National Geodetic Survey in June 1991..
 CQ2110
 CQ2110.The geoid height was determined by GEOID03.
 CQ2110
 CQ2110.The dynamic height is computed by dividing the NAVD 88
 CQ2110.geopotential number by the normal gravity value computed on the
 CQ2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2110.degrees latitude (g = 980.6199 gals.).
 CQ2110
 CQ2110.The modeled gravity was interpolated from observed gravity values.
 CQ2110
 CQ2110;                    North         East    Units  Estimated Accuracy
 CQ2110;SPC LA N     -   203,090.      896,360.      MT  (+/- 180 meters Scaled)
 CQ2110
 CQ2110                          SUPERSEDED SURVEY CONTROL
 CQ2110
 CQ2110  NGVD 29 (??/??/??)   45.806  (m)          150.28   (f) ADJUSTED    1 1
 CQ2110
 CQ2110.Superseded values are not recommended for survey control.
 CQ2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2110.See file dsdata.txt to determine how the superseded data were derived.
 CQ2110
 CQ2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR434768(NAD 83)
 CQ2110_MARKER: DB = BENCH MARK DISK
 CQ2110_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2110+WITH SETTING: INTO GROUND
 CQ2110_SP_SET: METAL ROD WITH BASE PLATE
 CQ2110_STAMPING: H 305 1977
 CQ2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2110+STABILITY: SURFACE MOTION
 CQ2110
 CQ2110  HISTORY     - Date     Condition        Report By
 CQ2110  HISTORY     - 1977     MONUMENTED       NGS
 CQ2110  HISTORY     - 19940910 GOOD             USPSQD
 CQ2110  HISTORY     - 19990515 GOOD             USPSQD
 CQ2110
 CQ2110                          STATION DESCRIPTION
 CQ2110
 CQ2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2110'11.5 MI SE FROM SHREVEPORT.
 CQ2110'11.5 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ2110'STATION POST OFFICE AT SHREVEPORT, 137 FEET NORTHEAST OF THE
 CQ2110'CENTERLINE OF THE HIGHWAY, 51 FEET SOUTHEAST OF THE CENTER OF A
 CQ2110'DIRT ROAD, 2 FEET SOUTHWEST OF A BARBED WIRE FENCE, AND 2 FEET
 CQ2110'NORTHWEST OF A FENCE.
 CQ2110
 CQ2110                          STATION RECOVERY (1994)
 CQ2110
 CQ2110'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2110'RECOVERED IN GOOD CONDITION.
 CQ2110
 CQ2110                          STATION RECOVERY (1999)
 CQ2110
 CQ2110'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2139 ***********************************************************************
 CQ2139  DESIGNATION -  H 306
 CQ2139  PID         -  CQ2139
 CQ2139  STATE/COUNTY-  LA/CADDO
 CQ2139  USGS QUAD   -  DIXIE (1982)
 CQ2139
 CQ2139                         *CURRENT SURVEY CONTROL
 CQ2139  ___________________________________________________________________
 CQ2139* NAD 83(1986)-  32 38 11.     (N)    093 47 08.     (W)     SCALED    
 CQ2139* NAVD 88     -        56.244  (meters)     184.53   (feet)  ADJUSTED  
 CQ2139  ___________________________________________________________________
 CQ2139  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2139  DYNAMIC HT  -          56.181 (meters)     184.32  (feet)  COMP
 CQ2139  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CQ2139
 CQ2139  VERT ORDER  -  FIRST     CLASS I
 CQ2139
 CQ2139.The horizontal coordinates were scaled from a topographic map and have
 CQ2139.an estimated accuracy of +/- 6 seconds.
 CQ2139
 CQ2139.The orthometric height was determined by differential leveling
 CQ2139.and adjusted by the National Geodetic Survey in June 1991..
 CQ2139
 CQ2139.The geoid height was determined by GEOID03.
 CQ2139
 CQ2139.The dynamic height is computed by dividing the NAVD 88
 CQ2139.geopotential number by the normal gravity value computed on the
 CQ2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2139.degrees latitude (g = 980.6199 gals.).
 CQ2139
 CQ2139.The modeled gravity was interpolated from observed gravity values.
 CQ2139
 CQ2139;                    North         East    Units  Estimated Accuracy
 CQ2139;SPC LA N     -   237,600.      879,370.      MT  (+/- 180 meters Scaled)
 CQ2139
 CQ2139                          SUPERSEDED SURVEY CONTROL
 CQ2139
 CQ2139  NGVD 29 (??/??/??)   56.299  (m)          184.71   (f) ADJUSTED    1 1
 CQ2139
 CQ2139.Superseded values are not recommended for survey control.
 CQ2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2139.See file dsdata.txt to determine how the superseded data were derived.
 CQ2139
 CQ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS263112(NAD 83)
 CQ2139_MARKER: DB = BENCH MARK DISK
 CQ2139_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2139_SP_SET: COPPER-CLAD STEEL ROD
 CQ2139_STAMPING: H 306 1977
 CQ2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2139
 CQ2139  HISTORY     - Date     Condition        Report By
 CQ2139  HISTORY     - 1977     MONUMENTED       NGS
 CQ2139  HISTORY     - 19991016 GOOD             USPSQD
 CQ2139
 CQ2139                          STATION DESCRIPTION
 CQ2139
 CQ2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2139'5.1 MI SE FROM DIXIE.
 CQ2139'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE
 CQ2139'AT DISIE, 0.2 MILE NORTHWEST OF THE TEXAS AND PACIFIC RAILROAD,
 CQ2139'103 FEET NORTHEAST OF THE CENTER OF HIGHWAY, 33 FEET NORTHEAST
 CQ2139'OF THE NORTHEAST RAIL, 43 FEET WEST OF THE CENTER OF A METAL GATE
 CQ2139'LEADING TO LEVEE, 37 FEET NORTHWEST OF THE CENTERLINE OF A DIRT
 CQ2139'ROAD CROSSING RAILROAD AND LEVEE, 2 FEET SOUTHWEST OF A BARBED
 CQ2139'WIRE FENCE AND DRIVEN TO REFUSAL.
 CQ2139
 CQ2139                          STATION RECOVERY (1999)
 CQ2139
 CQ2139'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2171 ***********************************************************************
 CQ2171  DESIGNATION -  H 307
 CQ2171  PID         -  CQ2171
 CQ2171  STATE/COUNTY-  LA/CADDO
 CQ2171  USGS QUAD   -  GILLIAM (1971)
 CQ2171
 CQ2171                         *CURRENT SURVEY CONTROL
 CQ2171  ___________________________________________________________________
 CQ2171* NAD 83(1986)-  32 51 37.     (N)    093 48 53.     (W)     SCALED    
 CQ2171* NAVD 88     -        60.470  (meters)     198.39   (feet)  ADJUSTED  
 CQ2171  ___________________________________________________________________
 CQ2171  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CQ2171  DYNAMIC HT  -          60.403 (meters)     198.17  (feet)  COMP
 CQ2171  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 CQ2171
 CQ2171  VERT ORDER  -  FIRST     CLASS I
 CQ2171
 CQ2171.The horizontal coordinates were scaled from a topographic map and have
 CQ2171.an estimated accuracy of +/- 6 seconds.
 CQ2171
 CQ2171.The orthometric height was determined by differential leveling
 CQ2171.and adjusted by the National Geodetic Survey in June 1991..
 CQ2171
 CQ2171.The geoid height was determined by GEOID03.
 CQ2171
 CQ2171.The dynamic height is computed by dividing the NAVD 88
 CQ2171.geopotential number by the normal gravity value computed on the
 CQ2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2171.degrees latitude (g = 980.6199 gals.).
 CQ2171
 CQ2171.The modeled gravity was interpolated from observed gravity values.
 CQ2171
 CQ2171;                    North         East    Units  Estimated Accuracy
 CQ2171;SPC LA N     -   262,460.      876,940.      MT  (+/- 180 meters Scaled)
 CQ2171
 CQ2171                          SUPERSEDED SURVEY CONTROL
 CQ2171
 CQ2171  NGVD 29 (??/??/??)   60.518  (m)          198.55   (f) ADJUSTED    1 1
 CQ2171
 CQ2171.Superseded values are not recommended for survey control.
 CQ2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2171.See file dsdata.txt to determine how the superseded data were derived.
 CQ2171
 CQ2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS237360(NAD 83)
 CQ2171_MARKER: DB = BENCH MARK DISK
 CQ2171_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2171+WITH SETTING: INTO GROUND
 CQ2171_SP_SET: METAL ROD WITH BASE PLATE
 CQ2171_STAMPING: H 307 1977
 CQ2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2171+STABILITY: SURFACE MOTION
 CQ2171
 CQ2171  HISTORY     - Date     Condition        Report By
 CQ2171  HISTORY     - 1977     MONUMENTED       NGS
 CQ2171
 CQ2171                          STATION DESCRIPTION
 CQ2171
 CQ2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2171'7.2 MI NE FROM GILLIAM.
 CQ2171'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE TEXAS AND PACIFIC
 CQ2171'RAILROAD CROSSING AT GILLIAM, THENCE 3.1 MILES EAST ALONG SARTOR ROAD,
 CQ2171'THENCE 4.0 MILES NORTH ALONG THE LEVEE, 49 FEET WEST-NORTHWEST OF THE
 CQ2171'CENTER LINE OF THE LEVEE, 5 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 CQ2171'6 X 9 INCH WOODEN FENCE POST, AND 3 FEET EAST-SOUTHEAST OF A BARBED
 CQ2171'WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1422 ***********************************************************************
 CQ1422  DESIGNATION -  H 31
 CQ1422  PID         -  CQ1422
 CQ1422  STATE/COUNTY-  LA/WEBSTER
 CQ1422  USGS QUAD   -  LETON (1981)
 CQ1422
 CQ1422                         *CURRENT SURVEY CONTROL
 CQ1422  ___________________________________________________________________
 CQ1422* NAD 83(1986)-  32 51 39.     (N)    093 15 11.     (W)     SCALED    
 CQ1422* NAVD 88     -        70.184  (meters)     230.26   (feet)  ADJUSTED  
 CQ1422  ___________________________________________________________________
 CQ1422  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1422  DYNAMIC HT  -          70.106 (meters)     230.01  (feet)  COMP
 CQ1422  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 CQ1422
 CQ1422  VERT ORDER  -  SECOND    CLASS 0
 CQ1422
 CQ1422.The horizontal coordinates were scaled from a topographic map and have
 CQ1422.an estimated accuracy of +/- 6 seconds.
 CQ1422
 CQ1422.The orthometric height was determined by differential leveling
 CQ1422.and adjusted by the National Geodetic Survey in June 1991..
 CQ1422
 CQ1422.The geoid height was determined by GEOID03.
 CQ1422
 CQ1422.The dynamic height is computed by dividing the NAVD 88
 CQ1422.geopotential number by the normal gravity value computed on the
 CQ1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1422.degrees latitude (g = 980.6199 gals.).
 CQ1422
 CQ1422.The modeled gravity was interpolated from observed gravity values.
 CQ1422
 CQ1422;                    North         East    Units  Estimated Accuracy
 CQ1422;SPC LA N     -   262,020.      929,510.      MT  (+/- 180 meters Scaled)
 CQ1422
 CQ1422                          SUPERSEDED SURVEY CONTROL
 CQ1422
 CQ1422  NGVD 29 (??/??/??)   70.245  (m)          230.46   (f) ADJUSTED    2 0
 CQ1422
 CQ1422.Superseded values are not recommended for survey control.
 CQ1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1422.See file dsdata.txt to determine how the superseded data were derived.
 CQ1422
 CQ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS763358(NAD 83)
 CQ1422_MARKER: DD = SURVEY DISK
 CQ1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1422_STAMPING: H 31 1922
 CQ1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1422+STABILITY: SURFACE MOTION
 CQ1422
 CQ1422  HISTORY     - Date     Condition        Report By
 CQ1422  HISTORY     - 1922     MONUMENTED       USGS
 CQ1422  HISTORY     - 1969     GOOD             LADH
 CQ1422  HISTORY     - 1987     POOR             USPSQD
 CQ1422
 CQ1422                          STATION DESCRIPTION
 CQ1422
 CQ1422'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1422'IN LETON.
 CQ1422'LOCATED IN LETON.  IT IS 107 FEET NORTHEAST OF NORTHEAST CORNER OF
 CQ1422'BRICK RESIDENCE OF B.L. BENEFIELD, 86 FEET NORTH OF INTERSECTION OF
 CQ1422'LOUISIANA HIGHWAY 159 AND LOUISIANA HIGHWAY 521 NORTH, 34 FEET WEST OF
 CQ1422'CENTERLINE OF LOUISIANA HIGHWAY 159.  SET IN THE TOP OF A CONCRETE
 CQ1422'POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ1422'SET 1 FOOT EAST OF THE MARK.  SEC 36, T 22N, R 9W.
 CQ1422
 CQ1422                          STATION RECOVERY (1987)
 CQ1422
 CQ1422'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 CQ1422'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0438 ***********************************************************************
 CQ0438  DESIGNATION -  H 3203 LAGS RESET 1958
 CQ0438  PID         -  CQ0438
 CQ0438  STATE/COUNTY-  LA/CALDWELL
 CQ0438  USGS QUAD   -  RIVERTON (1989)
 CQ0438
 CQ0438                         *CURRENT SURVEY CONTROL
 CQ0438  ___________________________________________________________________
 CQ0438* NAD 83(1986)-  32 14 19.     (N)    092 05 55.     (W)     SCALED    
 CQ0438* NAVD 88     -        20.12   (+/-2cm)      66.0    (feet)  VERTCON   
 CQ0438  ___________________________________________________________________
 CQ0438  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ0438
 CQ0438  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0438
 CQ0438.The horizontal coordinates were scaled from a topographic map and have
 CQ0438.an estimated accuracy of +/- 6 seconds.
 CQ0438
 CQ0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0438.The vertical order pertains to the NGVD 29 superseded value.
 CQ0438
 CQ0438.The geoid height was determined by GEOID03.
 CQ0438
 CQ0438;                    North         East    Units  Estimated Accuracy
 CQ0438;SPC LA N     -   192,840.    1,037,830.      MT  (+/- 180 meters Scaled)
 CQ0438
 CQ0438                          SUPERSEDED SURVEY CONTROL
 CQ0438
 CQ0438  NGVD 29 (??/??/??)   20.148  (m)           66.10   (f) ADJUSTED    1 2
 CQ0438
 CQ0438.Superseded values are not recommended for survey control.
 CQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0438.See file dsdata.txt to determine how the superseded data were derived.
 CQ0438
 CQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR849672(NAD 83)
 CQ0438_MARKER: DD = SURVEY DISK
 CQ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0438_STAMPING: H 3203 RESET 1958
 CQ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0438+STABILITY: SURFACE MOTION
 CQ0438
 CQ0438  HISTORY     - Date     Condition        Report By
 CQ0438  HISTORY     - 1958     MONUMENTED       LAGS
 CQ0438  HISTORY     - 1966     GOOD             CGS
 CQ0438  HISTORY     - 1990     GOOD             USPSQD
 CQ0438  HISTORY     - 1991     GOOD             USPSQD
 CQ0438
 CQ0438                          STATION DESCRIPTION
 CQ0438
 CQ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0438'3.65 MI S FROM BOSCO.
 CQ0438'ABOUT 3.65 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0438'BOSCO, IN SECTION 31, T 15 N, R 4 E, ABOUT MIDWAY OF AND ON THE INSIDE
 CQ0438'OF A CURVE, 46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 169 FEET
 CQ0438'EAST OF THE SOUTHEAST CORNER OF A LARGE FARMHOUSE, 8 FEET NORTH OF THE
 CQ0438'CENTER LINE OF A PRIVATE DRIVEWAY, 2 1/2 FEET EAST OF A BOARD FENCE, 1
 CQ0438'1/2 FEET NORTH OF THE NORTHEAST CORNER OF A CATTLE GUARD, 2.5 FEET
 CQ0438'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CQ0438'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CQ0438
 CQ0438                          STATION RECOVERY (1990)
 CQ0438
 CQ0438'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0438'RECOVERED IN GOOD CONDITION.
 CQ0438
 CQ0438                          STATION RECOVERY (1991)
 CQ0438
 CQ0438'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0423 ***********************************************************************
 CQ0423  DESIGNATION -  H 3213 LAGS
 CQ0423  PID         -  CQ0423
 CQ0423  STATE/COUNTY-  LA/CALDWELL
 CQ0423  USGS QUAD   -  RIVERTON (1989)
 CQ0423
 CQ0423                         *CURRENT SURVEY CONTROL
 CQ0423  ___________________________________________________________________
 CQ0423* NAD 83(1986)-  32 11 52.     (N)    092 06 38.     (W)     SCALED    
 CQ0423* NAVD 88     -        20.92   (+/-2cm)      68.6    (feet)  VERTCON   
 CQ0423  ___________________________________________________________________
 CQ0423  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0423
 CQ0423  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0423
 CQ0423.The horizontal coordinates were scaled from a topographic map and have
 CQ0423.an estimated accuracy of +/- 6 seconds.
 CQ0423
 CQ0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0423.The vertical order pertains to the NGVD 29 superseded value.
 CQ0423
 CQ0423.The geoid height was determined by GEOID03.
 CQ0423
 CQ0423;                    North         East    Units  Estimated Accuracy
 CQ0423;SPC LA N     -   188,310.    1,036,720.      MT  (+/- 180 meters Scaled)
 CQ0423
 CQ0423                          SUPERSEDED SURVEY CONTROL
 CQ0423
 CQ0423  NGVD 29 (??/??/??)   20.947  (m)           68.72   (f) ADJUSTED    1 2
 CQ0423
 CQ0423.Superseded values are not recommended for survey control.
 CQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0423.See file dsdata.txt to determine how the superseded data were derived.
 CQ0423
 CQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR838627(NAD 83)
 CQ0423_MARKER: DD = SURVEY DISK
 CQ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0423_STAMPING: H 3213
 CQ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0423+STABILITY: SURFACE MOTION
 CQ0423
 CQ0423  HISTORY     - Date     Condition        Report By
 CQ0423  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0423  HISTORY     - 1966     GOOD             CGS
 CQ0423  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ0423  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0423
 CQ0423                          STATION DESCRIPTION
 CQ0423
 CQ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0423'7.9 MI N FROM COLUMBIA.
 CQ0423'ABOUT 7.9 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0423'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, OR ABOUT 6.8 MILES
 CQ0423'SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT BOSCO, IN SECTION
 CQ0423'13, T 14 N, R 3 E, 118 FEET NORTHEAST OF THE NORTHWEST END OF THE
 CQ0423'OVERPASS OVER THE MISSOURI PACIFIC RAILROAD, 50 FEET EAST OF THE SOUTH
 CQ0423'END OF A CONCRETE CULVERT UNDER A GRAVELED ROAD, 37 1/2 FEET WEST OF
 CQ0423'THE WEST RAIL OF THE TRACK, 18 FEET NORTHEAST OF THE CENTER LINE OF
 CQ0423'THE GRAVELED ROAD WHICH WAS FORMERLY THE OLD HIGHWAY BED, 0.7 FOOT
 CQ0423'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD, ABOUT
 CQ0423'2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CQ0423'POST FLUSH WITH THE GROUND.
 CQ0423
 CQ0423                          STATION RECOVERY (1985)
 CQ0423
 CQ0423'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0423'MARK NOT FOUND.
 CQ0423
 CQ0423                          STATION RECOVERY (1990)
 CQ0423
 CQ0423'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0422 ***********************************************************************
 CQ0422  DESIGNATION -  H 3215 LAGS RESET 1958
 CQ0422  PID         -  CQ0422
 CQ0422  STATE/COUNTY-  LA/CALDWELL
 CQ0422  USGS QUAD   -  RIVERTON (1989)
 CQ0422
 CQ0422                         *CURRENT SURVEY CONTROL
 CQ0422  ___________________________________________________________________
 CQ0422* NAD 83(1986)-  32 11 25.     (N)    092 06 02.     (W)     SCALED    
 CQ0422* NAVD 88     -        20.47   (+/-2cm)      67.2    (feet)  VERTCON   
 CQ0422  ___________________________________________________________________
 CQ0422  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0422
 CQ0422  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0422
 CQ0422.The horizontal coordinates were scaled from a topographic map and have
 CQ0422.an estimated accuracy of +/- 6 seconds.
 CQ0422
 CQ0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0422.The vertical order pertains to the NGVD 29 superseded value.
 CQ0422
 CQ0422.The geoid height was determined by GEOID03.
 CQ0422
 CQ0422;                    North         East    Units  Estimated Accuracy
 CQ0422;SPC LA N     -   187,480.    1,037,660.      MT  (+/- 180 meters Scaled)
 CQ0422
 CQ0422                          SUPERSEDED SURVEY CONTROL
 CQ0422
 CQ0422  NGVD 29 (??/??/??)   20.497  (m)           67.25   (f) ADJUSTED    1 2
 CQ0422
 CQ0422.Superseded values are not recommended for survey control.
 CQ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0422.See file dsdata.txt to determine how the superseded data were derived.
 CQ0422
 CQ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR847618(NAD 83)
 CQ0422_MARKER: DD = SURVEY DISK
 CQ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0422_STAMPING: H 3215 RESET 1958
 CQ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0422+STABILITY: SURFACE MOTION
 CQ0422
 CQ0422  HISTORY     - Date     Condition        Report By
 CQ0422  HISTORY     - 1958     MONUMENTED       CGS
 CQ0422  HISTORY     - 1966     GOOD             CGS
 CQ0422  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ0422
 CQ0422                          STATION DESCRIPTION
 CQ0422
 CQ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0422'7.1 MI N FROM COLUMBIA.
 CQ0422'ABOUT 7.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0422'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 18, T 14 N,
 CQ0422'R 4 E, ABOUT 0.75 MILE SOUTHEAST OF THE HIGHWAY OVERPASS OF THE
 CQ0422'MISSOURI PACIFIC RAILROAD, 256 FEET NORTHWEST OF THE CENTER LINE OF A
 CQ0422'GRAVELED ROAD LEADING NORTHEAST-SOUTHWEST, 40 FEET NORTHEAST OF THE
 CQ0422'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE, 0.6 FOOT
 CQ0422'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CQ0422'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CQ0422
 CQ0422                          STATION RECOVERY (1985)
 CQ0422
 CQ0422'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0420 ***********************************************************************
 CQ0420  DESIGNATION -  H 3217 LAGS RESET 1958
 CQ0420  PID         -  CQ0420
 CQ0420  STATE/COUNTY-  LA/CALDWELL
 CQ0420  USGS QUAD   -  RIVERTON (1989)
 CQ0420
 CQ0420                         *CURRENT SURVEY CONTROL
 CQ0420  ___________________________________________________________________
 CQ0420* NAD 83(1986)-  32 11 01.     (N)    092 05 33.     (W)     SCALED    
 CQ0420* NAVD 88     -        19.98   (+/-2cm)      65.6    (feet)  VERTCON   
 CQ0420  ___________________________________________________________________
 CQ0420  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0420
 CQ0420  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0420
 CQ0420.The horizontal coordinates were scaled from a topographic map and have
 CQ0420.an estimated accuracy of +/- 6 seconds.
 CQ0420
 CQ0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0420.The vertical order pertains to the NGVD 29 superseded value.
 CQ0420
 CQ0420.The geoid height was determined by GEOID03.
 CQ0420
 CQ0420;                    North         East    Units  Estimated Accuracy
 CQ0420;SPC LA N     -   186,740.    1,038,430.      MT  (+/- 180 meters Scaled)
 CQ0420
 CQ0420                          SUPERSEDED SURVEY CONTROL
 CQ0420
 CQ0420  NGVD 29 (??/??/??)   20.006  (m)           65.64   (f) ADJUSTED    1 2
 CQ0420
 CQ0420.Superseded values are not recommended for survey control.
 CQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0420.See file dsdata.txt to determine how the superseded data were derived.
 CQ0420
 CQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR855611(NAD 83)
 CQ0420_MARKER: DD = SURVEY DISK
 CQ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0420_STAMPING: H 3217 RESET 1958
 CQ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0420+STABILITY: SURFACE MOTION
 CQ0420
 CQ0420  HISTORY     - Date     Condition        Report By
 CQ0420  HISTORY     - 1958     MONUMENTED       LAGS
 CQ0420  HISTORY     - 1966     GOOD             CGS
 CQ0420  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ0420
 CQ0420                          STATION DESCRIPTION
 CQ0420
 CQ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0420'6.45 MI N FROM COLUMBIA.
 CQ0420'ABOUT 6.45 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END
 CQ0420'OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 19, T 14
 CQ0420'N, R 4 E, ON THE OUTSIDE AND NEAR THE NORTHWEST END OF A CURVE IN THE
 CQ0420'HIGHWAY, ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST CORNER OF AN OLD
 CQ0420'HOUSE, 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 CQ0420'SOUTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST OF A FENCE, 0.8 FOOT
 CQ0420'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CQ0420'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CQ0420
 CQ0420                          STATION RECOVERY (1985)
 CQ0420
 CQ0420'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2412 ***********************************************************************
 CQ2412  DESIGNATION -  H 329
 CQ2412  PID         -  CQ2412
 CQ2412  STATE/COUNTY-  LA/WEBSTER
 CQ2412  USGS QUAD   -  FRYEBURG (1986)
 CQ2412
 CQ2412                         *CURRENT SURVEY CONTROL
 CQ2412  ___________________________________________________________________
 CQ2412* NAD 83(1986)-  32 28 01.     (N)    093 13 13.     (W)     SCALED    
 CQ2412* NAVD 88     -        97.50   (+/-2cm)     319.9    (feet)  VERTCON   
 CQ2412  ___________________________________________________________________
 CQ2412  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2412
 CQ2412  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2412
 CQ2412.The horizontal coordinates were scaled from a topographic map and have
 CQ2412.an estimated accuracy of +/- 6 seconds.
 CQ2412
 CQ2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2412.The vertical order pertains to the NGVD 29 superseded value.
 CQ2412
 CQ2412.The geoid height was determined by GEOID03.
 CQ2412
 CQ2412;                    North         East    Units  Estimated Accuracy
 CQ2412;SPC LA N     -   218,310.      932,290.      MT  (+/- 180 meters Scaled)
 CQ2412
 CQ2412                          SUPERSEDED SURVEY CONTROL
 CQ2412
 CQ2412  NGVD 29 (??/??/??)   97.563  (m)          320.09   (f) ADJUSTED    1 1
 CQ2412
 CQ2412.Superseded values are not recommended for survey control.
 CQ2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2412.See file dsdata.txt to determine how the superseded data were derived.
 CQ2412
 CQ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR793922(NAD 83)
 CQ2412_MARKER: DB = BENCH MARK DISK
 CQ2412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2412_SP_SET: 40 FT 5/8 IN ROD
 CQ2412_STAMPING: H 329 1977
 CQ2412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2412
 CQ2412  HISTORY     - Date     Condition        Report By
 CQ2412  HISTORY     - 1977     MONUMENTED       NGS
 CQ2412
 CQ2412                          STATION DESCRIPTION
 CQ2412
 CQ2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2412'6.1 MI SE FROM DUBBERLY.
 CQ2412'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2412'ERLY, 1.0 FEET EAST ALONG PARISH ROAD 171, THENCE 0.4 MILE SOUTH
 CQ2412'ALONG PARISH ROAD 170, THENCE 0.4 MILE WEST AND SOUTH ALONG A DIRT
 CQ2412'ROAD, 347 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, ON THE TOP OF
 CQ2412'A HILL, 271 FEET SOUTH OF A BARBED WIRE FENCH, 113 FT WEST OF A BARBED
 CQ2412'WIRE FENCE, 70 FEET NORTH OF MOST WESTERLY ONE OF TWO WELLS CONTAINING
 CQ2412'TILTMETER EQUIPMENT, IN LINE WITH A POWERLINE POLE, 9 FEET NORTH OF A
 CQ2412'GUY WIRE, AND 7 FT SOUTH OF THE END POWERLINE POLE WITH A TRANSFORMER,
 CQ2412'A GUY WIRE, AND A METER AND SWITCH BOX. DRIVEN TO GRADUAL REFUSAL AT
 CQ2412'40 FEET.
 CQ2412'ENCASED IN A PIPE PROJECTING +0 INCHES.
 CQ2412'20 FEET ABOVE ROAD
 CQ2412'3 FEET BELOW WELL
 CQ2412'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2437 ***********************************************************************
 CQ2437  DESIGNATION -  H 330
 CQ2437  PID         -  CQ2437
 CQ2437  STATE/COUNTY-  LA/WEBSTER
 CQ2437  USGS QUAD   -  FRYEBURG (1986)
 CQ2437
 CQ2437                         *CURRENT SURVEY CONTROL
 CQ2437  ___________________________________________________________________
 CQ2437* NAD 83(1986)-  32 28 21.     (N)    093 14 59.     (W)     SCALED    
 CQ2437* NAVD 88     -        73.81   (+/-2cm)     242.2    (feet)  VERTCON   
 CQ2437  ___________________________________________________________________
 CQ2437  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ2437
 CQ2437  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2437
 CQ2437.The horizontal coordinates were scaled from a topographic map and have
 CQ2437.an estimated accuracy of +/- 6 seconds.
 CQ2437
 CQ2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2437.The vertical order pertains to the NGVD 29 superseded value.
 CQ2437
 CQ2437.The geoid height was determined by GEOID03.
 CQ2437
 CQ2437;                    North         East    Units  Estimated Accuracy
 CQ2437;SPC LA N     -   218,950.      929,530.      MT  (+/- 180 meters Scaled)
 CQ2437
 CQ2437                          SUPERSEDED SURVEY CONTROL
 CQ2437
 CQ2437  NGVD 29 (??/??/??)   73.880  (m)          242.39   (f) ADJUSTED    1 1
 CQ2437
 CQ2437.Superseded values are not recommended for survey control.
 CQ2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2437.See file dsdata.txt to determine how the superseded data were derived.
 CQ2437
 CQ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR765928(NAD 83)
 CQ2437_MARKER: DB = BENCH MARK DISK
 CQ2437_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2437+WITH SETTING: INTO GROUND
 CQ2437_SP_SET: 4 FT 5/8 IN ROD
 CQ2437_STAMPING: H 330 1977
 CQ2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2437+STABILITY: SURFACE MOTION
 CQ2437
 CQ2437  HISTORY     - Date     Condition        Report By
 CQ2437  HISTORY     - 1977     MONUMENTED       NGS
 CQ2437
 CQ2437                          STATION DESCRIPTION
 CQ2437
 CQ2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2437'1.5 MI NE FROM HEFLIN.
 CQ2437'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 531 FROM THE POST OFFICE AT
 CQ2437'HEFLIN, THIS MARK CAN BE REACHED BY GOING 1.8 MILES NORTH ALONG STATE
 CQ2437'HIGHWAY 792 FROM THE JUNCTION OF STATE HIGHWAY 516 AT FRYEBURG, THENCE
 CQ2437'3.5 MILES NORTH ALONG PARISH ROAD 173, THENCE 1.1 MILES SOUTHWEST
 CQ2437'ALONG STATE HIGHWAY 531, 70 FEET NORTH OF THE CENTER LINE OF THE HWY,
 CQ2437'115 FEET NORTHEAST OF DRIVEWAY LEADING WEST, 10 FEET EAST OF A POWER
 CQ2437'POLE WITH TRANSFORMER.
 CQ2437'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2437'IN A PIPE PROJECTING +0 INCHES.
 CQ2437'3 FEET ABOVE ROAD
 CQ2437'1 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2453 ***********************************************************************
 CQ2453  DESIGNATION -  H 333
 CQ2453  PID         -  CQ2453
 CQ2453  STATE/COUNTY-  LA/BIENVILLE
 CQ2453  USGS QUAD   -  SALINE (1986)
 CQ2453
 CQ2453                         *CURRENT SURVEY CONTROL
 CQ2453  ___________________________________________________________________
 CQ2453* NAD 83(1986)-  32 14 37.     (N)    092 55 57.     (W)     SCALED    
 CQ2453* NAVD 88     -        77.94   (+/-2cm)     255.7    (feet)  VERTCON   
 CQ2453  ___________________________________________________________________
 CQ2453  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2453
 CQ2453  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2453
 CQ2453.The horizontal coordinates were scaled from a topographic map and have
 CQ2453.an estimated accuracy of +/- 6 seconds.
 CQ2453
 CQ2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2453.The vertical order pertains to the NGVD 29 superseded value.
 CQ2453
 CQ2453.The geoid height was determined by GEOID03.
 CQ2453
 CQ2453;                    North         East    Units  Estimated Accuracy
 CQ2453;SPC LA N     -   193,410.      959,240.      MT  (+/- 180 meters Scaled)
 CQ2453
 CQ2453                          SUPERSEDED SURVEY CONTROL
 CQ2453
 CQ2453  NGVD 29 (??/??/??)   77.991  (m)          255.88   (f) ADJUSTED    1 1
 CQ2453
 CQ2453.Superseded values are not recommended for survey control.
 CQ2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2453.See file dsdata.txt to determine how the superseded data were derived.
 CQ2453
 CQ2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR063674(NAD 83)
 CQ2453_MARKER: DB = BENCH MARK DISK
 CQ2453_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2453_SP_SET: 25 FEET
 CQ2453_STAMPING: H 333 1977
 CQ2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2453
 CQ2453  HISTORY     - Date     Condition        Report By
 CQ2453  HISTORY     - 1977     MONUMENTED       NGS
 CQ2453
 CQ2453                          STATION DESCRIPTION
 CQ2453
 CQ2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2453'4.8 MI WEST FROM FRIENDSHIP.
 CQ2453'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ2453'STATE HIGHWAY 501 AT FRIENDSHIP, THENCE 0.6 MILE SOUTH ALONG A
 CQ2453'DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG A TRACK ROAD, 12 FEET
 CQ2453'WEST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTHWEST OF A 9 INCH
 CQ2453'TRIANGULAR BLAZED PINE TREE, AND 4 FEET SOUTHWEST OF A 7 INCH
 CQ2453'TRIANGULAR BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1808 ***********************************************************************
 BW1808  DESIGNATION -  H 336
 BW1808  PID         -  BW1808
 BW1808  STATE/COUNTY-  LA/CONCORDIA
 BW1808  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1808
 BW1808                         *CURRENT SURVEY CONTROL
 BW1808  ___________________________________________________________________
 BW1808* NAD 83(1986)-  31 14 08.     (N)    091 39 21.     (W)     SCALED    
 BW1808* NAVD 88     -        21.335  (meters)      70.00   (feet)  ADJUSTED  
 BW1808  ___________________________________________________________________
 BW1808  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BW1808  DYNAMIC HT  -          21.309 (meters)      69.91  (feet)  COMP
 BW1808  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 BW1808
 BW1808  VERT ORDER  -  FIRST     CLASS II
 BW1808
 BW1808.The horizontal coordinates were scaled from a topographic map and have
 BW1808.an estimated accuracy of +/- 6 seconds.
 BW1808
 BW1808.The orthometric height was determined by differential leveling
 BW1808.and adjusted by the National Geodetic Survey in February 1994..
 BW1808
 BW1808.The geoid height was determined by GEOID03.
 BW1808
 BW1808.The dynamic height is computed by dividing the NAVD 88
 BW1808.geopotential number by the normal gravity value computed on the
 BW1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1808.degrees latitude (g = 980.6199 gals.).
 BW1808
 BW1808.The modeled gravity was interpolated from observed gravity values.
 BW1808
 BW1808;                    North         East    Units  Estimated Accuracy
 BW1808;SPC LA N     -    81,870.    1,080,420.      MT  (+/- 180 meters Scaled)
 BW1808
 BW1808                          SUPERSEDED SURVEY CONTROL
 BW1808
 BW1808  NAVD 88 (06/15/91)   21.358  (m)           70.07   (f) UNKNOWN     1 2
 BW1808  NGVD 29 (??/??/??)   21.311  (m)           69.92   (f) ADJUSTED    1 2
 BW1808
 BW1808.Superseded values are not recommended for survey control.
 BW1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1808.See file dsdata.txt to determine how the superseded data were derived.
 BW1808
 BW1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ280564(NAD 83)
 BW1808_MARKER: DB = BENCH MARK DISK
 BW1808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1808_SP_SET: STAINLESS STEEL ROD
 BW1808_STAMPING: H 336 1979
 BW1808_PROJECTION: RECESSED 5 CENTIMETERS
 BW1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1808
 BW1808  HISTORY     - Date     Condition        Report By
 BW1808  HISTORY     - 1979     MONUMENTED       NGS
 BW1808
 BW1808                          STATION DESCRIPTION
 BW1808
 BW1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1808'3.75 MI NW FROM SHAW.
 BW1808'3.75 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW1808'HIGHWAY 910 AT SHAW, 2.0 FEET NORTHEAST OF MILE POST, 41.5 FEET
 BW1808'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD ON TOP OF THE LEVEE, AND
 BW1808'20.5 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 15.
 BW1808'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1808'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2290 ***********************************************************************
 CP2290  DESIGNATION -  H 338
 CP2290  PID         -  CP2290
 CP2290  STATE/COUNTY-  LA/TENSAS
 CP2290  USGS QUAD   -  NEWELLTON (1994)
 CP2290
 CP2290                         *CURRENT SURVEY CONTROL
 CP2290  ___________________________________________________________________
 CP2290* NAD 83(1986)-  32 07 25.     (N)    091 10 34.     (W)     SCALED    
 CP2290* NAVD 88     -        23.868  (meters)      78.31   (feet)  ADJUSTED  
 CP2290  ___________________________________________________________________
 CP2290  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP2290  DYNAMIC HT  -          23.840 (meters)      78.22  (feet)  COMP
 CP2290  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 CP2290
 CP2290  VERT ORDER  -  FIRST     CLASS II
 CP2290
 CP2290.The horizontal coordinates were scaled from a topographic map and have
 CP2290.an estimated accuracy of +/- 6 seconds.
 CP2290
 CP2290.The orthometric height was determined by differential leveling
 CP2290.and adjusted by the National Geodetic Survey in February 1994..
 CP2290
 CP2290.The geoid height was determined by GEOID03.
 CP2290
 CP2290.The dynamic height is computed by dividing the NAVD 88
 CP2290.geopotential number by the normal gravity value computed on the
 CP2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2290.degrees latitude (g = 980.6199 gals.).
 CP2290
 CP2290.The modeled gravity was interpolated from observed gravity values.
 CP2290
 CP2290;                    North         East    Units  Estimated Accuracy
 CP2290;SPC LA N     -   180,780.    1,124,920.      MT  (+/- 180 meters Scaled)
 CP2290
 CP2290                          SUPERSEDED SURVEY CONTROL
 CP2290
 CP2290  NAVD 88 (06/15/91)   23.873  (m)           78.32   (f) UNKNOWN     1 2
 CP2290  NGVD 29 (??/??/??)   23.891  (m)           78.38   (f) ADJUSTED    1 2
 CP2290
 CP2290.Superseded values are not recommended for survey control.
 CP2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2290.See file dsdata.txt to determine how the superseded data were derived.
 CP2290
 CP2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR720555(NAD 83)
 CP2290_MARKER: DB = BENCH MARK DISK
 CP2290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2290_SP_SET: STAINLESS STEEL ROD
 CP2290_STAMPING: H 338 1979
 CP2290_PROJECTION: RECESSED 5 CENTIMETERS
 CP2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2290_ROD/PIPE-DEPTH: 9.14 meters
 CP2290
 CP2290  HISTORY     - Date     Condition        Report By
 CP2290  HISTORY     - 1979     MONUMENTED       NGS
 CP2290
 CP2290                          STATION DESCRIPTION
 CP2290
 CP2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2290'23.2 MI NE FROM ST JOSEPH.
 CP2290'23.15 MILES NORTH-NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE
 CP2290'FROM THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, TO LEVEE
 CP2290'STATION MARKER 4800, SET AT THE BASE OF THE LEVEE BETWEEN A POWER
 CP2290'POLE AND ITS GUY WIRE THE 1ST POWER POLE SOUTHEAST OF LEVEE STATION
 CP2290'MARKER 4800, 0.2 MILE NORTHWEST OF A PAVED ROAD WITH TWO CATTLE
 CP2290'GUARDS CROSSING THE LEVEE, 0.1 MILE SOUTHEAST OF A SPUR LEVEE LEADING
 CP2290'NORTHWEST, 166 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 148 FEET
 CP2290'SOUTH OF LEVEE STATION MARK 4800, 14.5 FEET SOUTHEAST OF THE BASE
 CP2290'OF THE GUY WIRE, AND 3 FEET NORTHWEST OF THE POWER POLE NO NUMBER.
 CP2290'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 CP2290'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2042 ***********************************************************************
 AU2042  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2042  DESIGNATION -  H 359
 AU2042  PID         -  AU2042
 AU2042  STATE/COUNTY-  LA/LAFOURCHE
 AU2042  USGS QUAD   -  LEEVILLE (1994)
 AU2042
 AU2042                         *CURRENT SURVEY CONTROL
 AU2042  ___________________________________________________________________
 AU2042* NAD 83(1992)-  29 09 26.12122(N)    090 10 31.54663(W)     ADJUSTED  
 AU2042* NAVD 88     -         1.45 **(meters)       4.8  **(feet)  LEVELING(2004.65)
 AU2042  **This station is located in a subsidence area (see below).
 AU2042  **This station is included in the VTDP model (see below).
 AU2042  ___________________________________________________________________
 AU2042  EPOCH DATE  -        2004.65
 AU2042  X           -     -17,067.647 (meters)                     COMP
 AU2042  Y           -  -5,574,321.414 (meters)                     COMP
 AU2042  Z           -   3,089,123.068 (meters)                     COMP
 AU2042  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AU2042  ELLIP HEIGHT-         -22.47  (meters)          (06/22/05) GPS OBS
 AU2042  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AU2042  DYNAMIC HT  -           1.45  (meters)       4.8   (feet)  COMP
 AU2042  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 AU2042
 AU2042  HORZ ORDER  -  B
 AU2042  VERT ORDER  -  THIRD
 AU2042  ELLP ORDER  -  FOURTH    CLASS I
 AU2042
 AU2042.The horizontal coordinates were established by GPS observations
 AU2042.and adjusted by the National Geodetic Survey in June 2005..
 AU2042.The horizontal coordinates are valid at the epoch date displayed above.
 AU2042.The epoch date for horizontal control is a decimal equivalence
 AU2042.of Year/Month/Day.
 AU2042
 AU2042 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2042 ** and geoid heights are valid at the date of observation. These heights
 AU2042 ** must always be validated when used as control.
 AU2042 ** The orthometric height was determined with a Vertical Time-dependent
 AU2042 ** Positioning (VTDP) model and has been validated through GPS observations
 AU2042 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU2042 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2042 ** epoch indicated which incorporates improved geoid heights for the
 AU2042 ** Southern Louisiana Subsidence area
 AU2042 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2042.The orthometric height was determined by differential leveling.
 AU2042.The vertical network tie was performed by a horz. field party for horz.
 AU2042.obs reductions. Reset procedures were used to establish the elevation.
 AU2042
 AU2042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2042
 AU2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2042
 AU2042.The ellipsoidal height was determined by GPS observations
 AU2042.and is referenced to NAD 83.
 AU2042
 AU2042.The geoid height was determined by GEOID03.
 AU2042
 AU2042.The dynamic height is computed by dividing the NAVD 88
 AU2042.geopotential number by the normal gravity value computed on the
 AU2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2042.degrees latitude (g = 980.6199 gals.).
 AU2042
 AU2042.The modeled gravity was interpolated from observed gravity values.
 AU2042
 AU2042;                    North         East     Units Scale Factor Converg.
 AU2042;SPC LA S     -    73,424.892 1,112,655.512   MT  1.00003328   +0 34 44.3
 AU2042;SPC LA S     -   240,894.83  3,650,437.29   sFT  1.00003328   +0 34 44.3
 AU2042;UTM  15      - 3,228,709.716   774,754.401   MT  1.00053164   +1 22 37.3
 AU2042
 AU2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2042!SPC LA S     -   1.00000353  x   1.00003328  =   1.00003681
 AU2042!UTM  15      -   1.00000353  x   1.00053164  =   1.00053517
 AU2042
 AU2042                          SUPERSEDED SURVEY CONTROL
 AU2042
 AU2042  NAVD 88 (02/14/94)    1.640  (m)            5.38   (f) READJUSTED  3  
 AU2042  NAVD 88 (06/15/91)    1.703  (m)            5.59   (f) UNKNOWN     1 2
 AU2042  NGVD 29 (??/??/??)    1.643  (m)            5.39   (f) ADJUSTED    1 2
 AU2042
 AU2042.Superseded values are not recommended for survey control.
 AU2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2042.See file dsdata.txt to determine how the superseded data were derived.
 AU2042
 AU2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7475428710(NAD 83)
 AU2042_MARKER: I = METAL ROD
 AU2042_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2042_SP_SET: STAINLESS STEEL ROD
 AU2042_STAMPING: H 359 1982
 AU2042_MARK LOGO: NGS   
 AU2042_PROJECTION: FLUSH
 AU2042_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2042+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 AU2042_ROD/PIPE-DEPTH: 24.4 meters
 AU2042
 AU2042  HISTORY     - Date     Condition        Report By
 AU2042  HISTORY     - 1982     MONUMENTED       NGS
 AU2042  HISTORY     - 19930224 GOOD             NGS
 AU2042  HISTORY     - 20040413 GOOD             NGS
 AU2042  HISTORY     - 20051010 GOOD             NGS
 AU2042  HISTORY     - 20060325 GOOD             NGS
 AU2042
 AU2042                          STATION DESCRIPTION
 AU2042
 AU2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2042'11.7 KM (7.3 MI) SSE FROM LEEVILLE.
 AU2042'THE MARK IS ABOVE LEVEL WITH SHELL ROAD.
 AU2042'11.7 KILOMETERS (7.3 MILES) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 1 FROM
 AU2042'THE SOUTH END OF THE HIGHWAY BRIDGE OVER LAFOURCHE BAYOU IN LEEVILLE,
 AU2042'THENCE O.2 KILOMETER (0.1 MILE) SOUTH ALONG A SHELL ROAD TO THE
 AU2042'ENTRANCE OF A LARGE POWER SUBSTATION, AND THE MARK ON THE LEFT, ALSO
 AU2042'21.3 KILOMETERS (13.25 MILES) SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE
 AU2042'POST OFFICE IN GRAND ISLE, 3.65 METERS (12.0 FEET) EAST OF THE CENTER
 AU2042'OF THE SHELL ROAD, 16.30 METERS (53.5 FEET) NORTH OF THE EAST ENTRANCE
 AU2042'GATE POST OF THE FENCE ENCLOSING THE SUBSTATION, 0.61 METER (2.0 FEET)
 AU2042'NORTH OF THE NORTH FACE OF THE CONCRETE BASE OF CREDIT CARD MACHINE
 AU2042'FOR ACCESS OF THE LOCK GATE OF THE SUBSTATION, 0.45 METER (1.5 FEET)
 AU2042'EAST OF A 3-FOOT HIGH METAL POST PROTECTING THE CREDIT CARD MACHINE.
 AU2042'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AU2042
 AU2042                          STATION RECOVERY (1993)
 AU2042
 AU2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2042'20.7 KM (12.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 AU2042'OFFICE IN GRAND ISLE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A ROAD
 AU2042'LEADING TO THE LOOP INCORPORATED ELECTRIC SUB-STATION, 16.3 M (53.5
 AU2042'FT) NORTH OF A CHAIN-LINK FENCE, 3.7 M (12.1 FT) EAST OF AND LEVEL
 AU2042'WITH THE CENTER OF THE ROAD, 0.6 M (2.0 FT) NORTH OF THE NORTH FACE
 AU2042'OF A KEY CARD MACHINE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 AU2042'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2042
 AU2042                          STATION RECOVERY (2004)
 AU2042
 AU2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU2042'RECOVERED AS DESCRIBED
 AU2042
 AU2042                          STATION RECOVERY (2005)
 AU2042
 AU2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU2042'RECOVERED AS DESCRIBED.
 AU2042
 AU2042                          STATION RECOVERY (2006)
 AU2042
 AU2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU2042'RECOVERED IN GOOD CONDITION.  NOTE--NEED ADVANCE PERMISSION TO SET ON
 AU2042'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2113 ***********************************************************************
 AU2113  DESIGNATION -  H 368
 AU2113  PID         -  AU2113
 AU2113  STATE/COUNTY-  LA/JEFFERSON
 AU2113  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2113
 AU2113                         *CURRENT SURVEY CONTROL
 AU2113  ___________________________________________________________________
 AU2113* NAD 83(1992)-  29 54 33.29479(N)    090 11 40.98076(W)     ADJUSTED  
 AU2113* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2113  **This station is located in a subsidence area (see below).
 AU2113  ___________________________________________________________________
 AU2113  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2113  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2113  DYNAMIC HT  -          -0.1   (meters)      -0.    (feet)  COMP
 AU2113  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 AU2113  OBS GRAVITY -     979,309.8   (mgal)                       GRAV_OBS
 AU2113
 AU2113  HORZ ORDER  -  SECOND
 AU2113  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2113
 AU2113.The horizontal coordinates were established by classical geodetic methods
 AU2113.and adjusted by the National Geodetic Survey in January 1993..
 AU2113.No horizontal observational check was made to the station.
 AU2113
 AU2113 ** The orthometric height has not been validated since last determined
 AU2113 ** by differential leveling and should not be used for control purposes.
 AU2113 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2113 ** area with valid NAVD 88 orthometric heights.
 AU2113 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2113 ** epoch indicated which incorporates improved geoid heights for the
 AU2113 ** Southern Louisiana Subsidence area.
 AU2113 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2113.The orthometric height was scaled from a topographic map.
 AU2113.The vertical order pertains to the first NAVD 88 superseded value.
 AU2113
 AU2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2113
 AU2113.The geoid height was determined by GEOID03.
 AU2113
 AU2113.The dynamic height is computed by dividing the NAVD 88
 AU2113.geopotential number by the normal gravity value computed on the
 AU2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2113.degrees latitude (g = 980.6199 gals.).
 AU2113
 AU2113.The modeled gravity was interpolated from observed gravity values.
 AU2113.The observed gravity was obtained from relative gravimeter ties
 AU2113.to the IGSN71 gravity network.
 AU2113
 AU2113;                    North         East     Units Scale Factor Converg.
 AU2113;SPC LA S     -   156,753.476 1,109,950.853   MT  0.99992702   +0 34 09.6
 AU2113;SPC LA S     -   514,282.03  3,641,563.76   sFT  0.99992702   +0 34 09.6
 AU2113;UTM  15      - 3,312,037.467   770,863.704   MT  1.00050530   +1 23 58.7
 AU2113
 AU2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2113!SPC LA S     -   1.00000410  x   0.99992702  =   0.99993112
 AU2113!UTM  15      -   1.00000410  x   1.00050530  =   1.00050940
 AU2113
 AU2113                          SUPERSEDED SURVEY CONTROL
 AU2113
 AU2113  NAD 83(1986)-  29 54 33.31165(N)    090 11 40.98067(W) AD(       ) 2
 AU2113  NAD 27      -  29 54 32.57235(N)    090 11 40.70855(W) AD(       ) 2
 AU2113  NAVD 88 (02/14/94)   -0.179  (m)           -0.59   (f) UNKNOWN     1 2
 AU2113  NAVD 88 (06/15/91)   -0.121  (m)           -0.40   (f) UNKNOWN     1 2
 AU2113  NGVD 29 (??/??/??)   -0.085  (m)           -0.28   (f) ADJUSTED    1 2
 AU2113
 AU2113.Superseded values are not recommended for survey control.
 AU2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2113.See file dsdata.txt to determine how the superseded data were derived.
 AU2113
 AU2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7086412037(NAD 83)
 AU2113_MARKER: I = METAL ROD
 AU2113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2113_SP_SET: STAINLESS STEEL ROD
 AU2113_STAMPING: H 368 1984
 AU2113_MARK LOGO: NGS   
 AU2113_PROJECTION: FLUSH
 AU2113_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2113+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 AU2113_ROD/PIPE-DEPTH: 30.4 meters
 AU2113
 AU2113  HISTORY     - Date     Condition        Report By
 AU2113  HISTORY     - 1984     MONUMENTED       NGS
 AU2113  HISTORY     - 1984     GOOD             LA-051
 AU2113  HISTORY     - 1987     GOOD             NGS
 AU2113  HISTORY     - 19941122 GOOD             NGS
 AU2113  HISTORY     - 20050505 POOR             AERODA
 AU2113
 AU2113                          STATION DESCRIPTION
 AU2113
 AU2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2113'1.6 KM (1.0 MI) EAST FROM AVONDALE.
 AU2113'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AU2113'AVONDALE GARDEN ROAD IN AVONDALE, AT A SHELL ROAD LEADING SOUTH.  IS
 AU2113'ALSO 0.2 KM (0.15 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AU2113'LA PALCO BOULEVARD, 17.73 METERS ( 58.2 FT) SOUTH OF THE CENTERLINE OF
 AU2113'THE EAST BOUND LANE OF U.S. HIGHWAY 90, 32.00 METERS (105.0 FT) WEST
 AU2113'OF THE CENTER OF A SHELL ROAD LEADING SOUTH, 28.65 METERS (94.0 FT)
 AU2113'WEST-NORTHWEST OF A POWER LINE POLE, 26.51 METERS (87.0 FT)
 AU2113'EAST-NORTHEAST OF A POWER LINE POLE, 1.58 METERS (5.2 FT)
 AU2113'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE BOX AROUND A
 AU2113'METAL MAN HOLE COVER, 2.01 METERS (6.6 FT) SOUTH-SOUTHWEST OF THE
 AU2113'CENTER OF THE METAL BELL SYSTEM MAN H0LE COVER AND 0.60 METERS
 AU2113'(2.0 FT) WEST-NORTHWEST OF AN ORANGE PAINTED TEN FOOT FOUR BY FOUR
 AU2113'INCH POST WITH UNDERGROUND CABLE SIGN.  NOTE, DRIVING RATE 50 SECONDS
 AU2113'PER FOOT, ROD ANCHORED.
 AU2113'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 AU2113'THE MARK IS 0.76 M BELOW U.S. HIGHWAY 90.
 AU2113
 AU2113                          STATION RECOVERY (1984)
 AU2113
 AU2113'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2113'RECOVERED IN GOOD CONDITION.
 AU2113
 AU2113                          STATION RECOVERY (1987)
 AU2113
 AU2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (TLH)
 AU2113'THE STATION IS LOCATED IN THE EASTERN EDGE OF AVONDALE ON U.S.
 AU2113'HIGHWAY 90.
 AU2113'OWNERSHIP--LOUISIANA DEPTARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU2113'
 AU2113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU2113'AVONDALE GARDEN ROAD IN AVONDALE, GO EAST FOR
 AU2113'1.6 KM (1 MI) ON HIGHWAY 90 TO THE STATION MARK ON THE SOUTH SIDE
 AU2113'OF THE HIGHWAY JUST WEST OF A CANAL.
 AU2113'
 AU2113'THE STATION IS A STANDARD NGS VERTICAL DATUM POINT ACCESSED THROUGH
 AU2113'A LOGO CAP
 AU2113'STAMPED---H 368 1984---
 AU2113'33.5 METERS (109.9 FT) WEST FROM THE CENTER OF A SHELL ROAD LEADING
 AU2113'SOUTH,
 AU2113'17.2 METERS (56.4 FT) SOUTH FROM THE CENTER OF THE EAST BOUND LANES
 AU2113'OF THE HIGHWAY,
 AU2113'2 METERS (6.6 FT) SOUTH-SOUTHWEST FROM A MANHOLE COVER IN A LARGE
 AU2113'CONCRETE PAD,
 AU2113'0.6 METERS (2 FT) WEST FROM A WOOD TELEPHONE WITNESS POST, AND
 AU2113'0.3 METERS (1 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AU2113
 AU2113                          STATION RECOVERY (1994)
 AU2113
 AU2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2113'4.1 KM (2.55 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE TRAFFIC
 AU2113'CIRCLE AT THE SOUTH END OF THE HUEY P LONG BRIDGE IN BRIDGE CITY, 17.1
 AU2113'M (56.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AU2113'HIGHWAY, 15.9 M (52.2 FT) SOUTHWEST OF THE WEST END OF A GUARDRAIL,
 AU2113'2.0 M (6.6 FT) SOUTHWEST OF THE CENTER OF A MANHOLE COVER, 0.4 M (1.3
 AU2113'FT) WEST OF AN UNDERGROUND CABLE WARNING SIGN, 0.6 M (2.0 FT) BELOW
 AU2113'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 AU2113'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2113
 AU2113                          STATION RECOVERY (2005)
 AU2113
 AU2113'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 AU2113'ROD PROTRUDING 3 IN ABOVE LOGO CAP, AND DAMAGED BY MOWING EQUIPMENT.
 AU2113'WITNESS POST DESTROYED.  MAINTENANCE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1375 ***********************************************************************
 CQ1375  DESIGNATION -  H 37
 CQ1375  PID         -  CQ1375
 CQ1375  STATE/COUNTY-  LA/WEBSTER
 CQ1375  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1375
 CQ1375                         *CURRENT SURVEY CONTROL
 CQ1375  ___________________________________________________________________
 CQ1375* NAD 83(1986)-  32 43 40.     (N)    093 22 23.     (W)     SCALED    
 CQ1375* NAVD 88     -        57.622  (meters)     189.05   (feet)  ADJUSTED  
 CQ1375  ___________________________________________________________________
 CQ1375  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1375  DYNAMIC HT  -          57.558 (meters)     188.84  (feet)  COMP
 CQ1375  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 CQ1375
 CQ1375  VERT ORDER  -  SECOND    CLASS 0
 CQ1375
 CQ1375.The horizontal coordinates were scaled from a topographic map and have
 CQ1375.an estimated accuracy of +/- 6 seconds.
 CQ1375
 CQ1375.The orthometric height was determined by differential leveling
 CQ1375.and adjusted by the National Geodetic Survey in June 1991..
 CQ1375
 CQ1375.The geoid height was determined by GEOID03.
 CQ1375
 CQ1375.The dynamic height is computed by dividing the NAVD 88
 CQ1375.geopotential number by the normal gravity value computed on the
 CQ1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1375.degrees latitude (g = 980.6199 gals.).
 CQ1375
 CQ1375.The modeled gravity was interpolated from observed gravity values.
 CQ1375
 CQ1375;                    North         East    Units  Estimated Accuracy
 CQ1375;SPC LA N     -   247,340.      918,160.      MT  (+/- 180 meters Scaled)
 CQ1375
 CQ1375                          SUPERSEDED SURVEY CONTROL
 CQ1375
 CQ1375  NGVD 29 (??/??/??)   57.685  (m)          189.25   (f) ADJUSTED    2 0
 CQ1375
 CQ1375.Superseded values are not recommended for survey control.
 CQ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1375.See file dsdata.txt to determine how the superseded data were derived.
 CQ1375
 CQ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS650211(NAD 83)
 CQ1375_MARKER: DB = BENCH MARK DISK
 CQ1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1375_STAMPING: H 37 1934
 CQ1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1375+STABILITY: SURFACE MOTION
 CQ1375
 CQ1375  HISTORY     - Date     Condition        Report By
 CQ1375  HISTORY     - 1934     MONUMENTED       CGS
 CQ1375
 CQ1375                          STATION DESCRIPTION
 CQ1375
 CQ1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1375'IN HORTMAN.
 CQ1375'AT HORTMAN, WEBSTER PARISH, ON THE LOUISIANA AND ARKANSAS RAILWAY,
 CQ1375'ABOUT 0.7 MILE SOUTH OF MILEPOST 67, ABOUT 23 YARDS WEST OF THE
 CQ1375'STATION, AND ABOUT 18 YARDS WEST OF THE TRACK.  A STANDARD DISK,
 CQ1375'STAMPED H 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0730 ***********************************************************************
 AT0730  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0730  DESIGNATION -  H 370
 AT0730  PID         -  AT0730
 AT0730  STATE/COUNTY-  LA/PLAQUEMINES
 AT0730  USGS QUAD   -  TRIUMPH (1993)
 AT0730
 AT0730                         *CURRENT SURVEY CONTROL
 AT0730  ___________________________________________________________________
 AT0730* NAD 83(1992)-  29 20 19.79870(N)    089 28 31.56750(W)     ADJUSTED  
 AT0730* NAVD 88     -        -0.84 **(meters)      -2.8  **(feet)  GPS OBS(2004.65)
 AT0730  **This station is located in a subsidence area (see below).
 AT0730  ___________________________________________________________________
 AT0730  X           -      50,944.506 (meters)                     COMP
 AT0730  Y           -  -5,564,278.846 (meters)                     COMP
 AT0730  Z           -   3,106,681.965 (meters)                     COMP
 AT0730  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AT0730  ELLIP HEIGHT-         -24.93  (meters)          (05/09/05) GPS OBS
 AT0730  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AT0730  DYNAMIC HT  -          -0.84  (meters)      -2.8   (feet)  COMP
 AT0730  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 AT0730
 AT0730  HORZ ORDER  -  B
 AT0730  VERT ORDER  -  THIRD (See Below)
 AT0730  ELLP ORDER  -  FOURTH    CLASS II
 AT0730
 AT0730.The horizontal coordinates were established by GPS observations
 AT0730.and adjusted by the National Geodetic Survey in May 2005..
 AT0730
 AT0730 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0730 ** and geoid heights are valid at the date of observation. These heights
 AT0730 ** must always be validated when used as control.
 AT0730 ** The orthometric height was determined by GPS observations using
 AT0730 ** precise GPS observation and processing techniques and a new
 AT0730 ** realization of GEOID03. It supersedes the leveled height previously
 AT0730 ** determined for this station.
 AT0730 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0730 ** epoch indicated which incorporates improved geoid heights for the
 AT0730 ** Southern Louisiana Subsidence area.
 AT0730 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0730.The orthometric height was determined by GPS observations and a
 AT0730.high-resolution geoid model using precise GPS observation and
 AT0730.processing techniques. It supersedes the leveled height previously
 AT0730.determined for this station.
 AT0730.WARNING-GPS observations at this control monument resulted in a GPS
 AT0730.derived orthometric height which differed from the leveled height by
 AT0730.more than one decimeter (0.1 meter).
 AT0730.The vertical order pertains to the first NAVD 88 superseded value.
 AT0730
 AT0730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0730
 AT0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0730
 AT0730.The ellipsoidal height was determined by GPS observations
 AT0730.and is referenced to NAD 83.
 AT0730
 AT0730.The geoid height was determined by GEOID03.
 AT0730
 AT0730.The dynamic height is computed by dividing the NAVD 88
 AT0730.geopotential number by the normal gravity value computed on the
 AT0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0730.degrees latitude (g = 980.6199 gals.).
 AT0730
 AT0730.The modeled gravity was interpolated from observed gravity values.
 AT0730
 AT0730;                    North         East     Units Scale Factor Converg.
 AT0730;SPC LA S     -    94,444.654 1,180,428.650   MT  0.99999201   +0 55 44.3
 AT0730;SPC LA S     -   309,857.17  3,872,789.66   sFT  0.99999201   +0 55 44.3
 AT0730;UTM  16      - 3,248,071.417   259,644.119   MT  1.00031291   -1 12 48.5
 AT0730
 AT0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0730!SPC LA S     -   1.00000392  x   0.99999201  =   0.99999593
 AT0730!UTM  16      -   1.00000392  x   1.00031291  =   1.00031683
 AT0730
 AT0730                          SUPERSEDED SURVEY CONTROL
 AT0730
 AT0730  NAVD 88 (02/14/94)   -0.749  (m)           -2.46   (f) READJUSTED  3  
 AT0730  NAVD 88 (06/15/91)   -0.694  (m)           -2.28   (f) UNKNOWN     1 2
 AT0730  NGVD 29 (??/??/??)   -0.665  (m)           -2.18   (f) ADJUSTED    1 2
 AT0730
 AT0730.Superseded values are not recommended for survey control.
 AT0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0730.See file dsdata.txt to determine how the superseded data were derived.
 AT0730
 AT0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5964448071(NAD 83)
 AT0730_MARKER: I = METAL ROD
 AT0730_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0730+WITH SETTING: INFORMATION.
 AT0730_SP_SET: STAINLESS STEEL ROD
 AT0730_STAMPING: H 370 1984
 AT0730_MARK LOGO: NGS   
 AT0730_PROJECTION: FLUSH
 AT0730_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0730+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 AT0730_ROD/PIPE-DEPTH: 29.3 meters
 AT0730
 AT0730  HISTORY     - Date     Condition        Report By
 AT0730  HISTORY     - 1984     MONUMENTED       NGS
 AT0730  HISTORY     - 20021121 GOOD             3001
 AT0730
 AT0730                          STATION DESCRIPTION
 AT0730
 AT0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0730'5.5 KM (3.4 MI) SE FROM BURAS.
 AT0730'5.5 KM (3.4 MI) SOUTHEAST ALONG OLD ROUTE 23 FROM THE HIGH SCHOOL IN
 AT0730'BURAS AND THE MARK ON THE RIGHT, 15.18 METERS (49.8 FT) SOUTH OF THE
 AT0730'CENTER LINE OF ROUTE 23, 57.91 METERS (190.0 FT) WEST OF THE CENTER OF
 AT0730'A DRIVE LEADING SOUTH TO ROBERT MISTICH HOUSE AND 2.01 METERS (6.6 FT)
 AT0730'EAST OF POWER LINE POLE NUMBER P213S.
 AT0730'THE MARK IS 1.90 METERS  E FROM A WITNESS POST.
 AT0730'THE MARK IS 0.60 M BELOW ROUTE 23.
 AT0730
 AT0730                          STATION RECOVERY (2002)
 AT0730
 AT0730'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AT0730'THE STATION IS LOCATED IN BURAS, 8.5 MILES NORTHWEST OF VENICE, 7.9
 AT0730'MILES SOUTH OF DULLUTE  CANAL IN EMPIRE.
 AT0730' 
 AT0730'OWNERSHIP- RIGHT A WAY
 AT0730' 
 AT0730'TO REACH THE STATION FROM THE INTERSECTION OF HIGH SCHOOL IN BURAS AND
 AT0730'OLD HWY 23 GO  SOUTHEAST ON HWY 23 FOR 3.4 MILES TO MARK ON RIGHT AND
 AT0730'POWER POLE  P213S
 AT0730' 
 AT0730'THE STATION 49.8' SOUTH OF THE CENTERLINE OF HWY 26' EAST OF A
 AT0730'FIREHYDRANT, 6.6' EAST OF  POWER POLE  P213S, 6.5' EAST OF A WITNESS
 AT0730'POST NEXT TO POWER POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3690 ***********************************************************************
 BJ3690  DESIGNATION -  H 378
 BJ3690  PID         -  BJ3690
 BJ3690  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3690  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3690
 BJ3690                         *CURRENT SURVEY CONTROL
 BJ3690  ___________________________________________________________________
 BJ3690* NAD 83(1986)-  30 28 41.     (N)    091 10 01.     (W)     SCALED    
 BJ3690* NAVD 88     -        20.415  (meters)      66.98   (feet)  ADJUSTED  
 BJ3690  ___________________________________________________________________
 BJ3690  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3690  DYNAMIC HT  -          20.388 (meters)      66.89  (feet)  COMP
 BJ3690  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ3690
 BJ3690  VERT ORDER  -  FIRST     CLASS II
 BJ3690
 BJ3690.The horizontal coordinates were scaled from a topographic map and have
 BJ3690.an estimated accuracy of +/- 6 seconds.
 BJ3690
 BJ3690.The orthometric height was determined by differential leveling
 BJ3690.and adjusted by the National Geodetic Survey in February 1994..
 BJ3690
 BJ3690.The geoid height was determined by GEOID03.
 BJ3690
 BJ3690.The dynamic height is computed by dividing the NAVD 88
 BJ3690.geopotential number by the normal gravity value computed on the
 BJ3690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3690.degrees latitude (g = 980.6199 gals.).
 BJ3690
 BJ3690.The modeled gravity was interpolated from observed gravity values.
 BJ3690
 BJ3690;                    North         East    Units  Estimated Accuracy
 BJ3690;SPC LA S     -   219,270.    1,015,980.      MT  (+/- 180 meters Scaled)
 BJ3690
 BJ3690                          SUPERSEDED SURVEY CONTROL
 BJ3690
 BJ3690.No superseded survey control is available for this station.
 BJ3690
 BJ3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP759731(NAD 83)
 BJ3690_MARKER: DB = BENCH MARK DISK
 BJ3690_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3690_SP_SET: PIER
 BJ3690_STAMPING: H 378 1986
 BJ3690_MARK LOGO: NGS   
 BJ3690_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3690+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1993
 BJ3690
 BJ3690  HISTORY     - Date     Condition        Report By
 BJ3690  HISTORY     - 1986     MONUMENTED       NGS
 BJ3690  HISTORY     - 1986     GOOD             NGS
 BJ3690  HISTORY     - 19931115 GOOD             LADTD
 BJ3690
 BJ3690                          STATION DESCRIPTION
 BJ3690
 BJ3690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3690'IN BATON ROUGE ALONG WINBOURNE STREET, SET VERTICALLY IN THE SOUTH
 BJ3690'FACE OF THE WEST ONE OF FOUR PIERS OF THE SOUTH BOUND LANE OF THE
 BJ3690'INTERSTATE HIGHWAY 110 OVERPASS BRIDGE.  IT IS 10.52 METERS (34.5 FT)
 BJ3690'NORTH OF THE CENTERLINE OF THE STREET.
 BJ3690'THE MARK IS 0.95 M ABOVE STREET.
 BJ3690
 BJ3690                          STATION RECOVERY (1993)
 BJ3690
 BJ3690'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (SLC)
 BJ3690'THE STATION IS LOCATED IN BATON ROUGE AT THE JUNCTION OF WINBOURNE ST
 BJ3690'AND THE SOUTH BOUND LANES OF THE INTERSTATE HIGHWAY 110 OVERPASS
 BJ3690'BRIDGE, SET VERTICALLY IN THE SOUTH FACE OF THE WEST ONE OF FOUR
 BJ3690'PIERS.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3690'DEVELOPMENT.  THE STATION IS 34.5 FT (10.5 M) NORTH FROM THE CENTER OF
 BJ3690'THE STREET, FLUSH WITH THE SIDE OF THE PIER AND ABOUT 4.0 FT (1.2 M)
 BJ3690'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2445 ***********************************************************************
 BK2445  DESIGNATION -  H 379
 BK2445  PID         -  BK2445
 BK2445  STATE/COUNTY-  LA/ALLEN
 BK2445  USGS QUAD   -  KINDER (1994)
 BK2445
 BK2445                         *CURRENT SURVEY CONTROL
 BK2445  ___________________________________________________________________
 BK2445* NAD 83(1986)-  30 29 08.     (N)    092 50 59.     (W)     SCALED    
 BK2445* NAVD 88     -        14.362  (meters)      47.12   (feet)  ADJUSTED  
 BK2445  ___________________________________________________________________
 BK2445  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2445  DYNAMIC HT  -          14.343 (meters)      47.06  (feet)  COMP
 BK2445  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 BK2445
 BK2445  VERT ORDER  -  FIRST     CLASS II
 BK2445
 BK2445.The horizontal coordinates were scaled from a topographic map and have
 BK2445.an estimated accuracy of +/- 6 seconds.
 BK2445
 BK2445.The orthometric height was determined by differential leveling
 BK2445.and adjusted by the National Geodetic Survey in February 1994..
 BK2445
 BK2445.The geoid height was determined by GEOID03.
 BK2445
 BK2445.The dynamic height is computed by dividing the NAVD 88
 BK2445.geopotential number by the normal gravity value computed on the
 BK2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2445.degrees latitude (g = 980.6199 gals.).
 BK2445
 BK2445.The modeled gravity was interpolated from observed gravity values.
 BK2445
 BK2445;                    North         East    Units  Estimated Accuracy
 BK2445;SPC LA S     -   221,050.      854,420.      MT  (+/- 180 meters Scaled)
 BK2445
 BK2445                          SUPERSEDED SURVEY CONTROL
 BK2445
 BK2445.No superseded survey control is available for this station.
 BK2445
 BK2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP144726(NAD 83)
 BK2445_MARKER: I = METAL ROD
 BK2445_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2445_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK2445_STAMPING: H 379 1986
 BK2445_MARK LOGO: NGS   
 BK2445_PROJECTION: FLUSH
 BK2445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2445+STABILITY: POSITION/ELEVATION WELL
 BK2445_ROD/PIPE-DEPTH: 18.3 meters
 BK2445_SLEEVE-DEPTH  : 6.1 meters
 BK2445
 BK2445  HISTORY     - Date     Condition        Report By
 BK2445  HISTORY     - 1986     MONUMENTED       NGS
 BK2445  HISTORY     - 20021102 GOOD             USPSQD
 BK2445
 BK2445                          STATION DESCRIPTION
 BK2445
 BK2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2445'IN KINDER.
 BK2445'IN KINDER, IN THE SOUTHWEST ANGLE OF U.S. HIGHWAY 165 AND TAIRO
 BK2445'AVENUE, ON THE PROPERTY OF THE CITY HALL, 21.34 METERS (70.0 FT)
 BK2445'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.00 METERS (52.5
 BK2445'FT) SOUTH OF THE CENTER LINE OF THE AVENUE, 4.85 METERS (15.9 FT) EAST
 BK2445'OF THE FLAG POLE, 3.17 METERS (10.4 FT) NORTH OF THE NORTHEAST CORNER
 BK2445'OF THE CITY HALL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BK2445'LOGO CAP.
 BK2445'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2445
 BK2445                          STATION RECOVERY (2002)
 BK2445
 BK2445'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1625 ***********************************************************************
 CQ1625  DESIGNATION -  H 38
 CQ1625  PID         -  CQ1625
 CQ1625  STATE/COUNTY-  LA/BIENVILLE
 CQ1625  USGS QUAD   -  JAMESTOWN (1986)
 CQ1625
 CQ1625                         *CURRENT SURVEY CONTROL
 CQ1625  ___________________________________________________________________
 CQ1625* NAD 83(1986)-  32 16 32.     (N)    093 10 59.     (W)     SCALED    
 CQ1625* NAVD 88     -        58.13   (+/-2cm)     190.7    (feet)  VERTCON   
 CQ1625  ___________________________________________________________________
 CQ1625  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1625
 CQ1625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1625
 CQ1625.The horizontal coordinates were scaled from a topographic map and have
 CQ1625.an estimated accuracy of +/- 6 seconds.
 CQ1625
 CQ1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1625.The vertical order pertains to the NGVD 29 superseded value.
 CQ1625
 CQ1625.The geoid height was determined by GEOID03.
 CQ1625
 CQ1625;                    North         East    Units  Estimated Accuracy
 CQ1625;SPC LA N     -   197,070.      935,650.      MT  (+/- 180 meters Scaled)
 CQ1625
 CQ1625                          SUPERSEDED SURVEY CONTROL
 CQ1625
 CQ1625  NGVD 29 (??/??/??)   58.195  (m)          190.93   (f) ADJUSTED    2 0
 CQ1625
 CQ1625.Superseded values are not recommended for survey control.
 CQ1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1625.See file dsdata.txt to determine how the superseded data were derived.
 CQ1625
 CQ1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR827709(NAD 83)
 CQ1625_MARKER: DB = BENCH MARK DISK
 CQ1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1625_STAMPING: H 38 1934
 CQ1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1625+STABILITY: SURFACE MOTION
 CQ1625
 CQ1625  HISTORY     - Date     Condition        Report By
 CQ1625  HISTORY     - 1934     MONUMENTED       CGS
 CQ1625  HISTORY     - 1943     GOOD             LOCSUR
 CQ1625  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1625
 CQ1625                          STATION DESCRIPTION
 CQ1625
 CQ1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1625'2.0 MI N FROM CASTOR.
 CQ1625'ABOUT 1.9 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1625'THE STATION AT CASTOR, BIENVILLE PARISH, AT MILEAGE 103.7, AT A ROAD
 CQ1625'CROSSING, ABOUT 14 YARDS NORTH OF THE ROAD, ABOUT 14 YARDS WEST OF THE
 CQ1625'TRACK, AND 30 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 CQ1625'H 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1625
 CQ1625                          STATION RECOVERY (1943)
 CQ1625
 CQ1625'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1625'RECOVERED IN GOOD CONDITION.
 CQ1625
 CQ1625                          STATION RECOVERY (1982)
 CQ1625
 CQ1625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3722 ***********************************************************************
 BJ3722  DESIGNATION -  H 383
 BJ3722  PID         -  BJ3722
 BJ3722  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3722  USGS QUAD   -  ROBERT (1974)
 BJ3722
 BJ3722                         *CURRENT SURVEY CONTROL
 BJ3722  ___________________________________________________________________
 BJ3722* NAD 83(1986)-  30 30 15.     (N)    090 15 10.     (W)     SCALED    
 BJ3722* NAVD 88     -        11.452  (meters)      37.57   (feet)  ADJUSTED  
 BJ3722  ___________________________________________________________________
 BJ3722  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3722  DYNAMIC HT  -          11.437 (meters)      37.52  (feet)  COMP
 BJ3722  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BJ3722
 BJ3722  VERT ORDER  -  FIRST     CLASS II
 BJ3722
 BJ3722.The horizontal coordinates were scaled from a topographic map and have
 BJ3722.an estimated accuracy of +/- 6 seconds.
 BJ3722
 BJ3722.The orthometric height was determined by differential leveling
 BJ3722.and adjusted by the National Geodetic Survey in February 1994..
 BJ3722
 BJ3722.The geoid height was determined by GEOID03.
 BJ3722
 BJ3722.The dynamic height is computed by dividing the NAVD 88
 BJ3722.geopotential number by the normal gravity value computed on the
 BJ3722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3722.degrees latitude (g = 980.6199 gals.).
 BJ3722
 BJ3722.The modeled gravity was interpolated from observed gravity values.
 BJ3722
 BJ3722;                    North         East    Units  Estimated Accuracy
 BJ3722;SPC LA S     -   222,640.    1,103,720.      MT  (+/- 180 meters Scaled)
 BJ3722
 BJ3722                          SUPERSEDED SURVEY CONTROL
 BJ3722
 BJ3722.No superseded survey control is available for this station.
 BJ3722
 BJ3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP636778(NAD 83)
 BJ3722_MARKER: I = METAL ROD
 BJ3722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3722_SP_SET: STAINLESS STEEL ROD
 BJ3722_STAMPING: H 383 1986
 BJ3722_MARK LOGO: NGS   
 BJ3722_PROJECTION: FLUSH
 BJ3722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3722_ROD/PIPE-DEPTH: 13.4 meters
 BJ3722
 BJ3722  HISTORY     - Date     Condition        Report By
 BJ3722  HISTORY     - 1986     MONUMENTED       NGS
 BJ3722
 BJ3722                          STATION DESCRIPTION
 BJ3722
 BJ3722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3722'8.9 KM (5.5 MI) EAST FROM ROBERT.
 BJ3722'8.9 KM (5.5 MI)EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ3722'HIGHWAY 445 IN ROBERT TO THE MARK ON THE RIGHT.  IT IS 16.4 METERS
 BJ3722'(54.0 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 0.45 METERS
 BJ3722'(1.5 FT) EAST OF A STATE RIGHT-OF-WAY MARKER AND 0.36 METERS (1.2 FT)
 BJ3722'NORTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BJ3722'LOGO CAP.
 BJ3722'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 BJ3722'THE MARK IS 0.45 M BELOW HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1582 ***********************************************************************
 CQ1582  DESIGNATION -  H 40
 CQ1582  PID         -  CQ1582
 CQ1582  STATE/COUNTY-  LA/RED RIVER
 CQ1582  USGS QUAD   -  COUSHATTA (1979)
 CQ1582
 CQ1582                         *CURRENT SURVEY CONTROL
 CQ1582  ___________________________________________________________________
 CQ1582* NAD 83(1986)-  32 04 14.     (N)    093 15 11.     (W)     SCALED    
 CQ1582* NAVD 88     -        67.72   (+/-2cm)     222.2    (feet)  VERTCON   
 CQ1582  ___________________________________________________________________
 CQ1582  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1582
 CQ1582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1582
 CQ1582.The horizontal coordinates were scaled from a topographic map and have
 CQ1582.an estimated accuracy of +/- 6 seconds.
 CQ1582
 CQ1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1582.The vertical order pertains to the NGVD 29 superseded value.
 CQ1582
 CQ1582.The geoid height was determined by GEOID03.
 CQ1582
 CQ1582;                    North         East    Units  Estimated Accuracy
 CQ1582;SPC LA N     -   174,380.      928,900.      MT  (+/- 180 meters Scaled)
 CQ1582
 CQ1582                          SUPERSEDED SURVEY CONTROL
 CQ1582
 CQ1582  NGVD 29 (??/??/??)   67.776  (m)          222.36   (f) ADJUSTED    2 0
 CQ1582
 CQ1582.Superseded values are not recommended for survey control.
 CQ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1582.See file dsdata.txt to determine how the superseded data were derived.
 CQ1582
 CQ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR761482(NAD 83)
 CQ1582_MARKER: DB = BENCH MARK DISK
 CQ1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1582_STAMPING: H 40 1934
 CQ1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1582+STABILITY: SURFACE MOTION
 CQ1582
 CQ1582  HISTORY     - Date     Condition        Report By
 CQ1582  HISTORY     - 1934     MONUMENTED       CGS
 CQ1582  HISTORY     - 1943     GOOD             LOCSUR
 CQ1582  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1582
 CQ1582                          STATION DESCRIPTION
 CQ1582
 CQ1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1582'6.7 MI NE FROM COUSHATTA.
 CQ1582'ABOUT 6.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM COUSHATTA, RED
 CQ1582'RIVER PARISH, ABOUT 70 YARDS EAST OF A DIRT ROAD LEADING NORTH THROUGH
 CQ1582'A PASTURE, MIDWAY OF A SMALL HILL, 43 FEET NORTH OF THE HIGHWAY, AND
 CQ1582'AT THE EDGE OF PINE TIMBER.  A STANDARD DISK.  STAMPED H 40 1934 AND
 CQ1582'SET IN THE TOP OF A CONCRETE POST.
 CQ1582
 CQ1582                          STATION RECOVERY (1943)
 CQ1582
 CQ1582'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1582'RECOVERED IN GOOD CONDITION.
 CQ1582
 CQ1582                          STATION RECOVERY (1982)
 CQ1582
 CQ1582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1562 ***********************************************************************
 CQ1562  DESIGNATION -  H 41
 CQ1562  PID         -  CQ1562
 CQ1562  STATE/COUNTY-  LA/RED RIVER
 CQ1562  USGS QUAD   -  HARMON (1980)
 CQ1562
 CQ1562                         *CURRENT SURVEY CONTROL
 CQ1562  ___________________________________________________________________
 CQ1562* NAD 83(1986)-  32 05 11.     (N)    093 24 32.     (W)     SCALED    
 CQ1562* NAVD 88     -        44.35   (+/-2cm)     145.5    (feet)  VERTCON   
 CQ1562  ___________________________________________________________________
 CQ1562  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1562
 CQ1562  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1562
 CQ1562.The horizontal coordinates were scaled from a topographic map and have
 CQ1562.an estimated accuracy of +/- 6 seconds.
 CQ1562
 CQ1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1562.The vertical order pertains to the NGVD 29 superseded value.
 CQ1562
 CQ1562.The geoid height was determined by GEOID03.
 CQ1562
 CQ1562;                    North         East    Units  Estimated Accuracy
 CQ1562;SPC LA N     -   176,250.      914,210.      MT  (+/- 180 meters Scaled)
 CQ1562
 CQ1562                          SUPERSEDED SURVEY CONTROL
 CQ1562
 CQ1562  NGVD 29 (??/??/??)   44.404  (m)          145.68   (f) ADJUSTED    1 2
 CQ1562
 CQ1562.Superseded values are not recommended for survey control.
 CQ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1562.See file dsdata.txt to determine how the superseded data were derived.
 CQ1562
 CQ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR614500(NAD 83)
 CQ1562_MARKER: DB = BENCH MARK DISK
 CQ1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1562_STAMPING: H 41 1934
 CQ1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1562+STABILITY: SURFACE MOTION
 CQ1562
 CQ1562  HISTORY     - Date     Condition        Report By
 CQ1562  HISTORY     - 1934     MONUMENTED       CGS
 CQ1562  HISTORY     - 1938     GOOD             CGS
 CQ1562
 CQ1562                          STATION DESCRIPTION
 CQ1562
 CQ1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1562'6.1 MI N FROM COUSHATTA.
 CQ1562'6.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1562'STATION AT COUSHATTA, RED RIVER PARISH, 410 YARDS SOUTHEAST OF
 CQ1562'MILEPOST 38, 74 FEET NORTHEAST OF BRIDGE C 38.10 OVER A BAYOU, 47 FEET
 CQ1562'NORTH OF THE CENTERLINE OF THE TRACK, 35 FEET WEST OF A PRIVATE-ROAD
 CQ1562'CROSSING, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 CQ1562'DISK, STAMPED H 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1693 ***********************************************************************
 BW1693  DESIGNATION -  H 42
 BW1693  PID         -  BW1693
 BW1693  STATE/COUNTY-  LA/CATAHOULA
 BW1693  USGS QUAD   -  WALTERS (1995)
 BW1693
 BW1693                         *CURRENT SURVEY CONTROL
 BW1693  ___________________________________________________________________
 BW1693* NAD 83(1986)-  31 35 06.     (N)    091 58 07.     (W)     SCALED    
 BW1693* NAVD 88     -        16.55   (+/-2cm)      54.3    (feet)  VERTCON   
 BW1693  ___________________________________________________________________
 BW1693  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW1693
 BW1693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1693
 BW1693.The horizontal coordinates were scaled from a topographic map and have
 BW1693.an estimated accuracy of +/- 6 seconds.
 BW1693
 BW1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1693.The vertical order pertains to the NGVD 29 superseded value.
 BW1693
 BW1693.The geoid height was determined by GEOID03.
 BW1693
 BW1693;                    North         East    Units  Estimated Accuracy
 BW1693;SPC LA N     -   120,420.    1,050,430.      MT  (+/- 180 meters Scaled)
 BW1693
 BW1693                          SUPERSEDED SURVEY CONTROL
 BW1693
 BW1693  NGVD 29 (??/??/92)   16.544  (m)           54.28   (f) ADJ UNCH    2 0
 BW1693
 BW1693.Superseded values are not recommended for survey control.
 BW1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1693.See file dsdata.txt to determine how the superseded data were derived.
 BW1693
 BW1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ978948(NAD 83)
 BW1693_MARKER: DB = BENCH MARK DISK
 BW1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1693_STAMPING: H 42 1935
 BW1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1693+STABILITY: SURFACE MOTION
 BW1693
 BW1693  HISTORY     - Date     Condition        Report By
 BW1693  HISTORY     - 1935     MONUMENTED       CGS
 BW1693  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1693
 BW1693                          STATION DESCRIPTION
 BW1693
 BW1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BW1693'4.4 MI E FROM RHINEHART.
 BW1693'4.4 MI E OF AND ALONG THE L AND A R R.  0.3 MILE W OF ARCHIE.  42 FEET
 BW1693'S OF CENTER OF TRACK.  IN LINE WITH ROW OF POLES ALONG LONG RAILWAY
 BW1693'FILL.  OPPOSITE MILEPOST A199/20.  ABOUT 410 YARDS W OF RAILWAY BRIDGE
 BW1693'OVER LITTLE RIVER.  0.6 MILE E OF MILEPOST 199.
 BW1693
 BW1693                          STATION RECOVERY (1979)
 BW1693
 BW1693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1956 ***********************************************************************
 BX1956  DESIGNATION -  H 43
 BX1956  PID         -  BX1956
 BX1956  STATE/COUNTY-  LA/VERNON
 BX1956  USGS QUAD   -  BURR FERRY (1967)
 BX1956
 BX1956                         *CURRENT SURVEY CONTROL
 BX1956  ___________________________________________________________________
 BX1956* NAD 83(1986)-  31 06 42.     (N)    093 25 33.     (W)     SCALED    
 BX1956* NAVD 88     -       104.27   (+/-2cm)     342.1    (feet)  VERTCON   
 BX1956  ___________________________________________________________________
 BX1956  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX1956
 BX1956  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1956
 BX1956.The horizontal coordinates were scaled from a topographic map and have
 BX1956.an estimated accuracy of +/- 6 seconds.
 BX1956
 BX1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1956.The vertical order pertains to the NGVD 29 superseded value.
 BX1956
 BX1956.The geoid height was determined by GEOID03.
 BX1956
 BX1956;                    North         East    Units  Estimated Accuracy
 BX1956;SPC LA N     -    68,200.      911,680.      MT  (+/- 180 meters Scaled)
 BX1956
 BX1956                          SUPERSEDED SURVEY CONTROL
 BX1956
 BX1956  NGVD 29 (??/??/??)  104.371  (m)          342.42   (f) ADJUSTED    2 0
 BX1956
 BX1956.Superseded values are not recommended for survey control.
 BX1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1956.See file dsdata.txt to determine how the superseded data were derived.
 BX1956
 BX1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ593420(NAD 83)
 BX1956_MARKER: DB = BENCH MARK DISK
 BX1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1956_STAMPING: H 43 1935
 BX1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1956+STABILITY: SURFACE MOTION
 BX1956
 BX1956  HISTORY     - Date     Condition        Report By
 BX1956  HISTORY     - 1935     MONUMENTED       CGS
 BX1956  HISTORY     - 1943     GOOD             CGS
 BX1956  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1956
 BX1956                          STATION DESCRIPTION
 BX1956
 BX1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1956'11.8 MI SW FROM LEESVILLE.
 BX1956'11.8 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE PARISH COURTHOUSE
 BX1956'AT LEESVILLE, VERNON PARISH, 280 YARDS EAST OF A DIP, AT THE EDGE OF A
 BX1956'PINE FOREST, NEAR THE MIDDLE OF THE SLOPE OF A HILL, AND 46 FEET SOUTH
 BX1956'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 43 1935
 BX1956'AND SET IN THE TOP OF A CONCRETE POST.
 BX1956
 BX1956                          STATION RECOVERY (1994)
 BX1956
 BX1956'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1263 ***********************************************************************
 BK1263  DESIGNATION -  H 44
 BK1263  PID         -  BK1263
 BK1263  STATE/COUNTY-  LA/BEAUREGARD
 BK1263  USGS QUAD   -  BONESET CREEK (1994)
 BK1263
 BK1263                         *CURRENT SURVEY CONTROL
 BK1263  ___________________________________________________________________
 BK1263* NAD 83(1986)-  30 51 14.     (N)    093 14 37.     (W)     SCALED    
 BK1263* NAVD 88     -        49.91   (+/-2cm)     163.7    (feet)  VERTCON   
 BK1263  ___________________________________________________________________
 BK1263  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK1263
 BK1263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1263
 BK1263.The horizontal coordinates were scaled from a topographic map and have
 BK1263.an estimated accuracy of +/- 6 seconds.
 BK1263
 BK1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1263.The vertical order pertains to the NGVD 29 superseded value.
 BK1263
 BK1263.The geoid height was determined by GEOID03.
 BK1263
 BK1263;                    North         East    Units  Estimated Accuracy
 BK1263;SPC LA S     -   262,450.      817,290.      MT  (+/- 180 meters Scaled)
 BK1263
 BK1263                          SUPERSEDED SURVEY CONTROL
 BK1263
 BK1263  NGVD 29 (??/??/??)   50.047  (m)          164.20   (f) ADJUSTED    2 0
 BK1263
 BK1263.Superseded values are not recommended for survey control.
 BK1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1263.See file dsdata.txt to determine how the superseded data were derived.
 BK1263
 BK1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ767134(NAD 83)
 BK1263_MARKER: DB = BENCH MARK DISK
 BK1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1263_STAMPING: H 44 1935
 BK1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1263+STABILITY: SURFACE MOTION
 BK1263
 BK1263  HISTORY     - Date     Condition        Report By
 BK1263  HISTORY     - 1935     MONUMENTED       CGS
 BK1263  HISTORY     - 1955     MARK NOT FOUND   USGS
 BK1263
 BK1263                          STATION DESCRIPTION
 BK1263
 BK1263'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BK1263'2.9 MI E FROM DE RIDDER.
 BK1263'2.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1263'STATION AT DE RIDDER, BEAUREGARD PARISH, 0.2 MILE EAST OF MILEPOST 41,
 BK1263'30 YARDS NORTH OF THE CENTERLINE OF U. S. HIGHWAY 22, AT A ROAD
 BK1263'CROSSING, AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 BK1263'STANDARD DISK, STAMPED H 44 1935 AND SET IN THE TOP OF A CONCRETE
 BK1263'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1327 ***********************************************************************
 CQ1327  DESIGNATION -  H 47
 CQ1327  PID         -  CQ1327
 CQ1327  STATE/COUNTY-  LA/CLAIBORNE
 CQ1327  USGS QUAD   -  ATHENS (1986)
 CQ1327
 CQ1327                         *CURRENT SURVEY CONTROL
 CQ1327  ___________________________________________________________________
 CQ1327* NAD 83(1986)-  32 44 00.     (N)    093 03 17.     (W)     SCALED    
 CQ1327* NAVD 88     -        95.621  (meters)     313.72   (feet)  ADJUSTED  
 CQ1327  ___________________________________________________________________
 CQ1327  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1327  DYNAMIC HT  -          95.514 (meters)     313.37  (feet)  COMP
 CQ1327  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CQ1327
 CQ1327  VERT ORDER  -  SECOND    CLASS 0
 CQ1327
 CQ1327.The horizontal coordinates were scaled from a topographic map and have
 CQ1327.an estimated accuracy of +/- 6 seconds.
 CQ1327
 CQ1327.The orthometric height was determined by differential leveling
 CQ1327.and adjusted by the National Geodetic Survey in June 1991..
 CQ1327
 CQ1327.The geoid height was determined by GEOID03.
 CQ1327
 CQ1327.The dynamic height is computed by dividing the NAVD 88
 CQ1327.geopotential number by the normal gravity value computed on the
 CQ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1327.degrees latitude (g = 980.6199 gals.).
 CQ1327
 CQ1327.The modeled gravity was interpolated from observed gravity values.
 CQ1327
 CQ1327;                    North         East    Units  Estimated Accuracy
 CQ1327;SPC LA N     -   247,760.      948,000.      MT  (+/- 180 meters Scaled)
 CQ1327
 CQ1327                          SUPERSEDED SURVEY CONTROL
 CQ1327
 CQ1327  NGVD 29 (??/??/??)   95.681  (m)          313.91   (f) ADJUSTED    2 0
 CQ1327
 CQ1327.Superseded values are not recommended for survey control.
 CQ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1327.See file dsdata.txt to determine how the superseded data were derived.
 CQ1327
 CQ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS948217(NAD 83)
 CQ1327_MARKER: DB = BENCH MARK DISK
 CQ1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1327_STAMPING: H 47 1934
 CQ1327_MARK LOGO: CGS   
 CQ1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1327+STABILITY: SURFACE MOTION
 CQ1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1327+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 CQ1327
 CQ1327  HISTORY     - Date     Condition        Report By
 CQ1327  HISTORY     - 1934     MONUMENTED       CGS
 CQ1327  HISTORY     - 1943     GOOD             CGS
 CQ1327  HISTORY     - 19950607 GOOD             LADTD
 CQ1327
 CQ1327                          STATION DESCRIPTION
 CQ1327
 CQ1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1327'4.2 MI SW FROM HOMER.
 CQ1327'4.2 MILES SOUTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1327'HOMER, CLAIBORNE PARISH, 0.6 MILE SOUTH OF MILEPOST 46, AT SPRING LAKE
 CQ1327'STATION, 50 FEET SOUTHWEST OF AN OLD HOUSE, 65 FEET NORTH OF A ROAD
 CQ1327'CROSSING, AND 33 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. A
 CQ1327'STANDARD DISK, STAMPED H 47 1934 AND SET IN THE TOP OF A CONCRETE
 CQ1327'POST.
 CQ1327
 CQ1327                          STATION RECOVERY (1995)
 CQ1327
 CQ1327'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1327'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF HOMER, 6.0 MI
 CQ1327'(9.7 KM) NORTH-NORTHWEST OF ATHENS AND 15.0 MI (24.1 KM) NORTHEAST OF
 CQ1327'MINDEN.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE COURTHOUSE
 CQ1327'IN HOMER GO SOUTHWESTERLY FOR 3.0 MI (4.8 KM) ON U.  S. HIGHWAY 79 AND
 CQ1327'STATE HIGHWAY 9 TO WHERE THE TWO HIGHWAYS DIVIDES, TURN LEFT AND GO
 CQ1327'SOUTH FOR 1.85 MI (2.98 KM) ON HIGHWAY 9 TO THE JUNCTION WITH
 CQ1327'CLAIBORNE PARISH ROAD 120, TURN LEFT AND GO EAST FOR 0.65 MI (1.05 KM)
 CQ1327'ON CLAIBORNE PARISH ROAD 120 TO THE JUNCTION WITH THE LOUISIANA AND
 CQ1327'NORTHWESTERN RAILROAD AND THE STATION SET ON THE LEFT.  THE STATION IS
 CQ1327'59.0 FT (18.0 M) NORTH FROM THE CENTER OF THE ROAD, 31.0 FT (9.4 M)
 CQ1327'WEST FROM THE CENTER OF A WOODS ROAD LEADING NORTH, 29.0 FT (8.8 M)
 CQ1327'EAST FROM THE EAST RAIL OF THE RAILROAD, 1.0 FT (0.3 M) NORTH FROM A
 CQ1327'METAL WITNESS POST WITH SIGN ATTACHED, PROJECTING 1.0 FT (0.3 M) ABOVE
 CQ1327'THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE
 CQ1327'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0927 ***********************************************************************
 CQ0927  DESIGNATION -  H 48
 CQ0927  PID         -  CQ0927
 CQ0927  STATE/COUNTY-  LA/LINCOLN
 CQ0927  USGS QUAD   -  CLAY (1994)
 CQ0927
 CQ0927                         *CURRENT SURVEY CONTROL
 CQ0927  ___________________________________________________________________
 CQ0927* NAD 83(1986)-  32 28 47.     (N)    092 39 10.     (W)     SCALED    
 CQ0927* NAVD 88     -        69.66   (+/-2cm)     228.5    (feet)  VERTCON   
 CQ0927  ___________________________________________________________________
 CQ0927  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0927
 CQ0927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0927
 CQ0927.The horizontal coordinates were scaled from a topographic map and have
 CQ0927.an estimated accuracy of +/- 6 seconds.
 CQ0927
 CQ0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0927.The vertical order pertains to the NGVD 29 superseded value.
 CQ0927
 CQ0927.The geoid height was determined by GEOID03.
 CQ0927
 CQ0927;                    North         East    Units  Estimated Accuracy
 CQ0927;SPC LA N     -   219,520.      985,640.      MT  (+/- 180 meters Scaled)
 CQ0927
 CQ0927                          SUPERSEDED SURVEY CONTROL
 CQ0927
 CQ0927  NGVD 29 (??/??/??)   69.726  (m)          228.76   (f) ADJUSTED    2 0
 CQ0927
 CQ0927.Superseded values are not recommended for survey control.
 CQ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0927.See file dsdata.txt to determine how the superseded data were derived.
 CQ0927
 CQ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR326936(NAD 83)
 CQ0927_MARKER: DB = BENCH MARK DISK
 CQ0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0927_SP_SET: CULVERT
 CQ0927_STAMPING: H 48 1934
 CQ0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0927
 CQ0927  HISTORY     - Date     Condition        Report By
 CQ0927  HISTORY     - 1934     MONUMENTED       CGS
 CQ0927  HISTORY     - 1935     GOOD             CGS
 CQ0927  HISTORY     - 1943     GOOD             CGS
 CQ0927  HISTORY     - 20040131 MARK NOT FOUND   USPSQD
 CQ0927
 CQ0927                          STATION DESCRIPTION
 CQ0927
 CQ0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0927'3.5 MI N FROM CLAY.
 CQ0927'3.5 MILES NORTH OF AND ALONG THE C.R.I. AND P. R.R. SET HORIZONTAL ON
 CQ0927'THE SOUTH END OF THE HEADWALL OF A CONCRETE CULVERT.  75 YARDS SOUTH
 CQ0927'OF MILE POLE 158/10.  10 FEET EAST OF CENTER OF TRACK.
 CQ0927
 CQ0927                          STATION RECOVERY (1943)
 CQ0927
 CQ0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CQ0927'RECOVERED IN GOOD CONDITION.
 CQ0927
 CQ0927                          STATION RECOVERY (2004)
 CQ0927
 CQ0927'RECOVERY NOTE BY US POWER SQUADRON 2004 (TPJ)
 CQ0927'RAILROAD NO LONGER EXISTS DUE TO HWY 167 BEING WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1551 ***********************************************************************
 BX1551  DESIGNATION -  H 50
 BX1551  PID         -  BX1551
 BX1551  STATE/COUNTY-  LA/WINN
 BX1551  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1551
 BX1551                         *CURRENT SURVEY CONTROL
 BX1551  ___________________________________________________________________
 BX1551* NAD 83(1986)-  31 57 03.     (N)    092 34 07.     (W)     SCALED    
 BX1551* NAVD 88     -        32.59   (+/-2cm)     106.9    (feet)  VERTCON   
 BX1551  ___________________________________________________________________
 BX1551  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX1551
 BX1551  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1551
 BX1551.The horizontal coordinates were scaled from a topographic map and have
 BX1551.an estimated accuracy of +/- 6 seconds.
 BX1551
 BX1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1551.The vertical order pertains to the NGVD 29 superseded value.
 BX1551
 BX1551.The geoid height was determined by GEOID03.
 BX1551
 BX1551;                    North         East    Units  Estimated Accuracy
 BX1551;SPC LA N     -   160,860.      993,510.      MT  (+/- 180 meters Scaled)
 BX1551
 BX1551                          SUPERSEDED SURVEY CONTROL
 BX1551
 BX1551  NGVD 29 (??/??/??)   32.620  (m)          107.02   (f) ADJUSTED    2 0
 BX1551
 BX1551.Superseded values are not recommended for survey control.
 BX1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1551.See file dsdata.txt to determine how the superseded data were derived.
 BX1551
 BX1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR407350(NAD 83)
 BX1551_MARKER: DB = BENCH MARK DISK
 BX1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1551_STAMPING: H 50 1935
 BX1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1551+STABILITY: SURFACE MOTION
 BX1551
 BX1551  HISTORY     - Date     Condition        Report By
 BX1551  HISTORY     - 1935     MONUMENTED       CGS
 BX1551  HISTORY     - 1943     GOOD             CGS
 BX1551  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1551
 BX1551                          STATION DESCRIPTION
 BX1551
 BX1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1551'4.4 MI NE FROM WINNFIELD.
 BX1551'4.4 MILES NORTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 BX1551'STATION AT WINNFIELD, WINN PARISH, ABOUT 200 YARDS SOUTHWEST OF
 BX1551'MILEPOST 44, AT MENEFEE, 50 FEET WEST OF THE WEST CORNER OF THE
 BX1551'STATION, 30 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 5 FEET
 BX1551'NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED H 50 1935 AND SET IN
 BX1551'THE TOP OF A CONCRETE POST.
 BX1551
 BX1551                          STATION RECOVERY (1981)
 BX1551
 BX1551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1557 ***********************************************************************
 BK1557  DESIGNATION -  H 51
 BK1557  PID         -  BK1557
 BK1557  STATE/COUNTY-  LA/CALCASIEU
 BK1557  USGS QUAD   -  DE QUINCY (1994)
 BK1557
 BK1557                         *CURRENT SURVEY CONTROL
 BK1557  ___________________________________________________________________
 BK1557* NAD 83(1986)-  30 27 05.     (N)    093 24 27.     (W)     SCALED    
 BK1557* NAVD 88     -        22.81   (+/-2cm)      74.8    (feet)  VERTCON   
 BK1557  ___________________________________________________________________
 BK1557  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK1557
 BK1557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1557
 BK1557.The horizontal coordinates were scaled from a topographic map and have
 BK1557.an estimated accuracy of +/- 6 seconds.
 BK1557
 BK1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1557.The vertical order pertains to the NGVD 29 superseded value.
 BK1557
 BK1557.The geoid height was determined by GEOID03.
 BK1557
 BK1557;                    North         East    Units  Estimated Accuracy
 BK1557;SPC LA S     -   218,110.      800,800.      MT  (+/- 180 meters Scaled)
 BK1557
 BK1557                          SUPERSEDED SURVEY CONTROL
 BK1557
 BK1557  NGVD 29 (??/??/??)   22.762  (m)           74.68   (f) ADJUSTED    2 0
 BK1557
 BK1557.Superseded values are not recommended for survey control.
 BK1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1557.See file dsdata.txt to determine how the superseded data were derived.
 BK1557
 BK1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP608688(NAD 83)
 BK1557_MARKER: DB = BENCH MARK DISK
 BK1557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1557_SP_SET: CONCRETE BASE
 BK1557_STAMPING: H 51 1935
 BK1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1557
 BK1557  HISTORY     - Date     Condition        Report By
 BK1557  HISTORY     - 1935     MONUMENTED       CGS
 BK1557  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1557  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1557
 BK1557                          STATION DESCRIPTION
 BK1557
 BK1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1557'1.5 MI E FROM DE QUINCY.
 BK1557'1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BK1557'DE QUINCY, CALCASIEU PARISH, 175 YARDS SOUTHWEST OF MILEPOST 510, AT
 BK1557'SIGNAL TOWER 509.9, AND IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 BK1557'BASE.  A STANDARD DISK, STAMPED H 51 1935.
 BK1557
 BK1557                          STATION RECOVERY (1986)
 BK1557
 BK1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1557'NOT RECOVERED.  SIGNAL TOWER 509.9 HAS BEEN REMOVED AND MARK SHOULD BE
 BK1557'CONSIDERED DESTROYED.
 BK1557
 BK1557                          STATION RECOVERY (2002)
 BK1557
 BK1557'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK1557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1868 ***********************************************************************
 CQ1868  DESIGNATION -  H 56
 CQ1868  PID         -  CQ1868
 CQ1868  STATE/COUNTY-  LA/BOSSIER
 CQ1868  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1868
 CQ1868                         *CURRENT SURVEY CONTROL
 CQ1868  ___________________________________________________________________
 CQ1868* NAD 83(1986)-  32 54 24.     (N)    093 44 25.     (W)     SCALED    
 CQ1868* NAVD 88     -       124.400  (meters)     408.14   (feet)  ADJUSTED  
 CQ1868  ___________________________________________________________________
 CQ1868  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CQ1868  DYNAMIC HT  -         124.262 (meters)     407.68  (feet)  COMP
 CQ1868  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 CQ1868
 CQ1868  VERT ORDER  -  FIRST     CLASS II
 CQ1868
 CQ1868.The horizontal coordinates were scaled from a topographic map and have
 CQ1868.an estimated accuracy of +/- 6 seconds.
 CQ1868
 CQ1868.The orthometric height was determined by differential leveling
 CQ1868.and adjusted by the National Geodetic Survey in June 1991..
 CQ1868
 CQ1868.The geoid height was determined by GEOID03.
 CQ1868
 CQ1868.The dynamic height is computed by dividing the NAVD 88
 CQ1868.geopotential number by the normal gravity value computed on the
 CQ1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1868.degrees latitude (g = 980.6199 gals.).
 CQ1868
 CQ1868.The modeled gravity was interpolated from observed gravity values.
 CQ1868
 CQ1868;                    North         East    Units  Estimated Accuracy
 CQ1868;SPC LA N     -   267,520.      883,970.      MT  (+/- 180 meters Scaled)
 CQ1868
 CQ1868                          SUPERSEDED SURVEY CONTROL
 CQ1868
 CQ1868  NGVD 29 (??/??/??)  124.464  (m)          408.35   (f) ADJUSTED    1 2
 CQ1868
 CQ1868.Superseded values are not recommended for survey control.
 CQ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1868.See file dsdata.txt to determine how the superseded data were derived.
 CQ1868
 CQ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS307411(NAD 83)
 CQ1868_MARKER: DD = SURVEY DISK
 CQ1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1868_STAMPING: H 56 1922
 CQ1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1868+STABILITY: SURFACE MOTION
 CQ1868
 CQ1868  HISTORY     - Date     Condition        Report By
 CQ1868  HISTORY     - 1922     MONUMENTED       USGS
 CQ1868  HISTORY     - 1960     GOOD             CGS
 CQ1868  HISTORY     - 1969     MARK NOT FOUND   LADH
 CQ1868  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1868  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1868
 CQ1868                          STATION DESCRIPTION
 CQ1868
 CQ1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1868'2.3 MI W FROM PLAIN DEALING.
 CQ1868'1 BLOCK NORTH ALONG ST LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1868'PLAIN DEALING, THENCE 2.3 MILES WEST ALONG STATE HIGHWAY 2, 71 FEET
 CQ1868'SOUTH OF CENTER LINE OF HIGHWAY 2, 107 FEET WEST OF CENTER LINE OF
 CQ1868'NORTH-SOUTH DIRT ROAD, 18.7 FEET NORTHEAST OF NORTHEAST CORNER OF AN
 CQ1868'OLD VACANT HOUSE, 169 FEET WEST AND ACROSS A NORTH-SOUTH DIRT ROAD
 CQ1868'FROM NORTHWEST CORNER OF A STORE AND SERVICE STATION, 43 1/2 FEET EAST
 CQ1868'OF A POWER POLE WITH A TRANSFORMER, 4 1/2 FEET SOUTH OF A FENCE, 5
 CQ1868'FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE HIGHWAY, AND
 CQ1868'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CQ1868
 CQ1868                          STATION RECOVERY (1969)
 CQ1868
 CQ1868'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1868'MARK NOT FOUND.
 CQ1868
 CQ1868                          STATION RECOVERY (1987)
 CQ1868
 CQ1868'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1868'MARK NOT FOUND.
 CQ1868
 CQ1868                          STATION RECOVERY (2002)
 CQ1868
 CQ1868'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1096 ***********************************************************************
 CQ1096  DESIGNATION -  H 57
 CQ1096  PID         -  CQ1096
 CQ1096  STATE/COUNTY-  LA/UNION
 CQ1096  USGS QUAD   -  BERNICE (1985)
 CQ1096
 CQ1096                         *CURRENT SURVEY CONTROL
 CQ1096  ___________________________________________________________________
 CQ1096* NAD 83(1986)-  32 50 12.     (N)    092 39 32.     (W)     SCALED    
 CQ1096* NAVD 88     -        67.384  (meters)     221.08   (feet)  ADJUSTED  
 CQ1096  ___________________________________________________________________
 CQ1096  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ1096  DYNAMIC HT  -          67.310 (meters)     220.83  (feet)  COMP
 CQ1096  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CQ1096
 CQ1096  VERT ORDER  -  SECOND    CLASS 0
 CQ1096
 CQ1096.The horizontal coordinates were scaled from a topographic map and have
 CQ1096.an estimated accuracy of +/- 6 seconds.
 CQ1096
 CQ1096.The orthometric height was determined by differential leveling
 CQ1096.and adjusted by the National Geodetic Survey in June 1991..
 CQ1096
 CQ1096.The geoid height was determined by GEOID03.
 CQ1096
 CQ1096.The dynamic height is computed by dividing the NAVD 88
 CQ1096.geopotential number by the normal gravity value computed on the
 CQ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1096.degrees latitude (g = 980.6199 gals.).
 CQ1096
 CQ1096.The modeled gravity was interpolated from observed gravity values.
 CQ1096
 CQ1096;                    North         East    Units  Estimated Accuracy
 CQ1096;SPC LA N     -   259,100.      985,120.      MT  (+/- 180 meters Scaled)
 CQ1096
 CQ1096                          SUPERSEDED SURVEY CONTROL
 CQ1096
 CQ1096  NGVD 29 (??/??/??)   67.486  (m)          221.41   (f) ADJUSTED    2 0
 CQ1096
 CQ1096.Superseded values are not recommended for survey control.
 CQ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1096.See file dsdata.txt to determine how the superseded data were derived.
 CQ1096
 CQ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS319332(NAD 83)
 CQ1096_MARKER: DB = BENCH MARK DISK
 CQ1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1096_STAMPING: H57 1934
 CQ1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1096+STABILITY: SURFACE MOTION
 CQ1096
 CQ1096  HISTORY     - Date     Condition        Report By
 CQ1096  HISTORY     - 1934     MONUMENTED       CGS
 CQ1096  HISTORY     - 1968     GOOD             LADH
 CQ1096
 CQ1096                          STATION DESCRIPTION
 CQ1096
 CQ1096'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1096'1.1 MI N FROM BERNICE.
 CQ1096'LOCATED 1.1 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1096'IN BERNICE TO THE MARK ON THE RIGHT IN SECTION 3, T21N, R3W.  IT IS
 CQ1096'289 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE FRANK GRAY
 CQ1096'RESIDENCE AND BARBER SHOP, 65 FEET NORTH OF THE CENTERLINE OF A PARISH
 CQ1096'ROAD, 52.5 FEET WEST OF THE CENTERLINE OF RAILROAD TRACK, 10 FEET
 CQ1096'SOUTHEAST OF A 12-INCH CHINABERRY TREE CLUSTER AND 2 FEET SOUTH OF A
 CQ1096'STEEL WITNESS POST.  IT IS A C AND GS B. M. DISK STAMPED H57 1934 AND
 CQ1096'SET IN THE TOP OF A CONCRETE POST 1-INCH BELOW THE SURFACE OF THE
 CQ1096'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0205 ***********************************************************************
 CQ0205  DESIGNATION -  H 58
 CQ0205  PID         -  CQ0205
 CQ0205  STATE/COUNTY-  LA/UNION
 CQ0205  USGS QUAD   -  FARMERVILLE (1988)
 CQ0205
 CQ0205                         *CURRENT SURVEY CONTROL
 CQ0205  ___________________________________________________________________
 CQ0205* NAD 83(1986)-  32 46 17.     (N)    092 23 54.     (W)     SCALED    
 CQ0205* NAVD 88     -        34.459  (meters)     113.05   (feet)  ADJUSTED  
 CQ0205  ___________________________________________________________________
 CQ0205  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ0205  DYNAMIC HT  -          34.421 (meters)     112.93  (feet)  COMP
 CQ0205  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 CQ0205
 CQ0205  VERT ORDER  -  SECOND    CLASS 0
 CQ0205
 CQ0205.The horizontal coordinates were scaled from a topographic map and have
 CQ0205.an estimated accuracy of +/- 6 seconds.
 CQ0205
 CQ0205.The orthometric height was determined by differential leveling
 CQ0205.and adjusted by the National Geodetic Survey in June 1991..
 CQ0205
 CQ0205.The geoid height was determined by GEOID03.
 CQ0205
 CQ0205.The dynamic height is computed by dividing the NAVD 88
 CQ0205.geopotential number by the normal gravity value computed on the
 CQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0205.degrees latitude (g = 980.6199 gals.).
 CQ0205
 CQ0205.The modeled gravity was interpolated from observed gravity values.
 CQ0205
 CQ0205;                    North         East    Units  Estimated Accuracy
 CQ0205;SPC LA N     -   251,860.    1,009,530.      MT  (+/- 180 meters Scaled)
 CQ0205
 CQ0205                          SUPERSEDED SURVEY CONTROL
 CQ0205
 CQ0205  NGVD 29 (??/??/??)   34.552  (m)          113.36   (f) ADJUSTED    2 0
 CQ0205
 CQ0205.Superseded values are not recommended for survey control.
 CQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0205.See file dsdata.txt to determine how the superseded data were derived.
 CQ0205
 CQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS563261(NAD 83)
 CQ0205_MARKER: DB = BENCH MARK DISK
 CQ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0205_STAMPING: H 58 1934
 CQ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0205+STABILITY: SURFACE MOTION
 CQ0205
 CQ0205  HISTORY     - Date     Condition        Report By
 CQ0205  HISTORY     - 1934     MONUMENTED       CGS
 CQ0205  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ0205
 CQ0205                          STATION DESCRIPTION
 CQ0205
 CQ0205'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0205'IN FARMERVILLE.
 CQ0205'LOCATED AT FARMERVILLE, UNION PARISH, 69 FEET NORTH OF THE NORTH END
 CQ0205'OF THE MISSOURI PACIFIC RAILROAD STATION, 19 FEET WEST OF THE
 CQ0205'CENTERLINE OF THE MAIN TRACK, AND 12 FEET WEST OF A STAND PIPE BESIDE
 CQ0205'THE TRACK.  A STANDARD DISK, STAMPED H 58 1934 AND SET IN THE TOP OF A
 CQ0205'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2005 ***********************************************************************
 CQ2005  DESIGNATION -  H 59
 CQ2005  PID         -  CQ2005
 CQ2005  STATE/COUNTY-  LA/BOSSIER
 CQ2005  USGS QUAD   -  WARDVIEW (1971)
 CQ2005
 CQ2005                         *CURRENT SURVEY CONTROL
 CQ2005  ___________________________________________________________________
 CQ2005* NAD 83(1986)-  32 58 58.     (N)    093 48 59.     (W)     SCALED    
 CQ2005* NAVD 88     -        62.97   (+/-2cm)     206.6    (feet)  VERTCON   
 CQ2005  ___________________________________________________________________
 CQ2005  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CQ2005
 CQ2005  VERT ORDER  -  ? (See Below)
 CQ2005
 CQ2005.The horizontal coordinates were scaled from a topographic map and have
 CQ2005.an estimated accuracy of +/- 6 seconds.
 CQ2005
 CQ2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2005.The vertical order pertains to the NGVD 29 superseded value.
 CQ2005
 CQ2005.The geoid height was determined by GEOID03.
 CQ2005
 CQ2005;                    North         East    Units  Estimated Accuracy
 CQ2005;SPC LA N     -   276,040.      876,950.      MT  (+/- 180 meters Scaled)
 CQ2005
 CQ2005                          SUPERSEDED SURVEY CONTROL
 CQ2005
 CQ2005  NGVD 29 (??/??/??)   63.013  (m)          206.74   (f) ADJUSTED    ?  
 CQ2005
 CQ2005.Superseded values are not recommended for survey control.
 CQ2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2005.See file dsdata.txt to determine how the superseded data were derived.
 CQ2005
 CQ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS237496(NAD 83)
 CQ2005_MARKER: DD = SURVEY DISK
 CQ2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2005+STABILITY: SURFACE MOTION
 CQ2005
 CQ2005  HISTORY     - Date     Condition        Report By
 CQ2005  HISTORY     - UNK      MONUMENTED       USGS
 CQ2005  HISTORY     - 1922     GOOD             CGS
 CQ2005
 CQ2005                          STATION DESCRIPTION
 CQ2005
 CQ2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CQ2005'2 MI NW FROM WARDVIEW.
 CQ2005'ABOUT 2 MILES NORTHWEST ALONG A ROAD FROM WARDVIEW, BOSSIER PARISH,
 CQ2005'ABOUT 400 FEET NORTH OF THE O.L. HORNMAN RESIDENCE, ABOUT 200 FEET
 CQ2005'SOUTH OF THE JAKE MARKMAN RESIDENCE, 40 FEET NORTHEAST OF THE CROSSING
 CQ2005'OF A TURNROW AND THE LEVEE ROAD, AND 20 FEET EAST OF THE TOE OF THE
 CQ2005'LEVEE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE
 CQ2005'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0248 ***********************************************************************
 BK0248  DESIGNATION -  H 60
 BK0248  PID         -  BK0248
 BK0248  STATE/COUNTY-  LA/ST LANDRY
 BK0248  USGS QUAD   -  EUNICE NORTH (1983)
 BK0248
 BK0248                         *CURRENT SURVEY CONTROL
 BK0248  ___________________________________________________________________
 BK0248* NAD 83(1986)-  30 30 06.     (N)    092 24 52.     (W)     SCALED    
 BK0248* NAVD 88     -        14.54   (+/-2cm)      47.7    (feet)  VERTCON   
 BK0248  ___________________________________________________________________
 BK0248  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0248
 BK0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0248
 BK0248.The horizontal coordinates were scaled from a topographic map and have
 BK0248.an estimated accuracy of +/- 6 seconds.
 BK0248
 BK0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0248.The vertical order pertains to the NGVD 29 superseded value.
 BK0248
 BK0248.The geoid height was determined by GEOID03.
 BK0248
 BK0248;                    North         East    Units  Estimated Accuracy
 BK0248;SPC LA S     -   222,370.      896,220.      MT  (+/- 180 meters Scaled)
 BK0248
 BK0248                          SUPERSEDED SURVEY CONTROL
 BK0248
 BK0248  NGVD 29 (??/??/??)   14.503  (m)           47.58   (f) ADJUSTED    2 0
 BK0248
 BK0248.Superseded values are not recommended for survey control.
 BK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0248.See file dsdata.txt to determine how the superseded data were derived.
 BK0248
 BK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP561745(NAD 83)
 BK0248_MARKER: DB = BENCH MARK DISK
 BK0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0248_STAMPING: H 60 1935
 BK0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0248+STABILITY: SURFACE MOTION
 BK0248
 BK0248  HISTORY     - Date     Condition        Report By
 BK0248  HISTORY     - 1935     MONUMENTED       CGS
 BK0248  HISTORY     - 1959     MARK NOT FOUND   USGS
 BK0248
 BK0248                          STATION DESCRIPTION
 BK0248
 BK0248'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 BK0248'IN EUNICE.
 BK0248'AT EUNICE, SAINT LANDRY PARISH, 98 YARDS NORTH OF THE TEXAS AND
 BK0248'PACIFIC RAILWAY STATION, 63 YARDS SOUTH OF A ROAD CROSSING, AND 43
 BK0248'FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H
 BK0248'60 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD AT
 BK0248'THIS POINT HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1142 ***********************************************************************
 BX1142  DESIGNATION -  H 67
 BX1142  PID         -  BX1142
 BX1142  STATE/COUNTY-  LA/RAPIDES
 BX1142  USGS QUAD   -  LENA (1992)
 BX1142
 BX1142                         *CURRENT SURVEY CONTROL
 BX1142  ___________________________________________________________________
 BX1142* NAD 83(1986)-  31 24 23.     (N)    092 48 18.     (W)     SCALED    
 BX1142* NAVD 88     -        60.22   (+/-2cm)     197.6    (feet)  VERTCON   
 BX1142  ___________________________________________________________________
 BX1142  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1142
 BX1142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1142
 BX1142.The horizontal coordinates were scaled from a topographic map and have
 BX1142.an estimated accuracy of +/- 6 seconds.
 BX1142
 BX1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1142.The vertical order pertains to the NGVD 29 superseded value.
 BX1142
 BX1142.The geoid height was determined by GEOID03.
 BX1142
 BX1142;                    North         East    Units  Estimated Accuracy
 BX1142;SPC LA N     -   100,540.      971,000.      MT  (+/- 180 meters Scaled)
 BX1142
 BX1142                          SUPERSEDED SURVEY CONTROL
 BX1142
 BX1142  NGVD 29 (??/??/??)   60.236  (m)          197.62   (f) ADJUSTED    2 0
 BX1142
 BX1142.Superseded values are not recommended for survey control.
 BX1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1142.See file dsdata.txt to determine how the superseded data were derived.
 BX1142
 BX1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ185746(NAD 83)
 BX1142_MARKER: DB = BENCH MARK DISK
 BX1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1142_STAMPING: H 67 1935
 BX1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1142+STABILITY: SURFACE MOTION
 BX1142
 BX1142  HISTORY     - Date     Condition        Report By
 BX1142  HISTORY     - 1935     MONUMENTED       CGS
 BX1142  HISTORY     - 1961     GOOD             CGS
 BX1142  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1142
 BX1142                          STATION DESCRIPTION
 BX1142
 BX1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1142'6.6 MI SW FROM ZIMMERMAN.
 BX1142'LOCATED 0.7 MILE WEST ALONG STATE HIGHWAY 1 FROM ZIMMERMAN, THENCE 5.9
 BX1142'MILES SOUTHWEST ALONG STATE HIGHWAY 8, OR 4.1 MILE EAST ALONG STATE
 BX1142'HIGHWAY 8 FROM FLATWOODS.  IT IS AT THE SUMMIT OF A GRADE, 30.5 FEET
 BX1142'NORTH OF THE CENTERLINE OF STATE HIGHWAY 8 ON THE TANGENT WITH THE
 BX1142'NORTH SIDE OF THE HIGHWAY TO THE WEST, 8 FEET SOUTH OF A FENCE CORNER,
 BX1142'23 FEET WEST OF THE CENTER OF A DRIVEWAY TO A WHITE HOUSE NORTH OF THE
 BX1142'HIGHWAY, 26 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 BX1142'WHITE HOUSE, 78 FEET WEST OF A 4-FOOT RES OAK TREE, 8 FEET EAST OF A
 BX1142'24-INCH PINE TREE AND 1 FOOT NORTH OF A METAL WITNESS POST. IT IS A
 BX1142'STANDARD DISK, STAMPED H 67 1935, SET IN THE TOP OF A 6-INCH SQUARE
 BX1142'PRECAST CONCRETE POST PROJECTING 2 INCHES.  IT IS ABOUT 2 FEET ABOVE
 BX1142'THE LEVEL OF THE ROAD.
 BX1142
 BX1142                          STATION RECOVERY (1999)
 BX1142
 BX1142'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0955 ***********************************************************************
 BX0955  DESIGNATION -  H 68
 BX0955  PID         -  BX0955
 BX0955  STATE/COUNTY-  LA/RAPIDES
 BX0955  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0955
 BX0955                         *CURRENT SURVEY CONTROL
 BX0955  ___________________________________________________________________
 BX0955* NAD 83(1986)-  31 11 12.     (N)    092 25 14.     (W)     SCALED    
 BX0955* NAVD 88     -        24.24   (+/-2cm)      79.5    (feet)  VERTCON   
 BX0955  ___________________________________________________________________
 BX0955  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BX0955
 BX0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0955
 BX0955.The horizontal coordinates were scaled from a topographic map and have
 BX0955.an estimated accuracy of +/- 6 seconds.
 BX0955
 BX0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0955.The vertical order pertains to the NGVD 29 superseded value.
 BX0955
 BX0955.The geoid height was determined by GEOID03.
 BX0955
 BX0955;                    North         East    Units  Estimated Accuracy
 BX0955;SPC LA N     -    76,140.    1,007,570.      MT  (+/- 180 meters Scaled)
 BX0955
 BX0955                          SUPERSEDED SURVEY CONTROL
 BX0955
 BX0955  NGVD 29 (??/??/??)   24.224  (m)           79.47   (f) ADJUSTED    2 0
 BX0955
 BX0955.Superseded values are not recommended for survey control.
 BX0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0955.See file dsdata.txt to determine how the superseded data were derived.
 BX0955
 BX0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ552504(NAD 83)
 BX0955_MARKER: DB = BENCH MARK DISK
 BX0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0955_STAMPING: H 68 1935
 BX0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0955+STABILITY: SURFACE MOTION
 BX0955
 BX0955  HISTORY     - Date     Condition        Report By
 BX0955  HISTORY     - 1935     MONUMENTED       CGS
 BX0955  HISTORY     - 1960     MARK NOT FOUND   CGS
 BX0955  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0955  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0955
 BX0955                          STATION DESCRIPTION
 BX0955
 BX0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0955'4.2 MI NW FROM LAMORIE.
 BX0955'LOCATED ABOUT 4.2 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD
 BX0955'FROM LAMORIE, RAPIDES PARISH, ABOUT 90 YARDS SOUTH OF MILEPOST 186, AT
 BX0955'A ROAD CROSSING ABOUT 10 YARDS SOUTH OF THE CENTERLINE OF THE ROAD,
 BX0955'AND ABOUT 9 YARDS WEST OF THE CENTER OF THE TRACKS. IT IS A STANDARD
 BX0955'DISK, STAMPED H 68 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX0955
 BX0955                          STATION RECOVERY (1966)
 BX0955
 BX0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0955'MARK NOT FOUND.
 BX0955
 BX0955                          STATION RECOVERY (1999)
 BX0955
 BX0955'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3235 ***********************************************************************
 BJ3235  DESIGNATION -  H 69
 BJ3235  PID         -  BJ3235
 BJ3235  STATE/COUNTY-  LA/ST LANDRY
 BJ3235  USGS QUAD   -  PALMETTO (1994)
 BJ3235
 BJ3235                         *CURRENT SURVEY CONTROL
 BJ3235  ___________________________________________________________________
 BJ3235* NAD 83(1986)-  30 44 51.     (N)    091 59 48.     (W)     SCALED    
 BJ3235* NAVD 88     -        11.13   (+/-2cm)      36.5    (feet)  VERTCON   
 BJ3235  ___________________________________________________________________
 BJ3235  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3235
 BJ3235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ3235
 BJ3235.The horizontal coordinates were scaled from a topographic map and have
 BJ3235.an estimated accuracy of +/- 6 seconds.
 BJ3235
 BJ3235.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3235.The vertical order pertains to the NGVD 29 superseded value.
 BJ3235
 BJ3235.The geoid height was determined by GEOID03.
 BJ3235
 BJ3235;                    North         East    Units  Estimated Accuracy
 BJ3235;SPC LA S     -   249,310.      936,480.      MT  (+/- 180 meters Scaled)
 BJ3235
 BJ3235                          SUPERSEDED SURVEY CONTROL
 BJ3235
 BJ3235  NGVD 29 (??/??/??)   11.109  (m)           36.45   (f) ADJUSTED    2 0
 BJ3235
 BJ3235.Superseded values are not recommended for survey control.
 BJ3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3235.See file dsdata.txt to determine how the superseded data were derived.
 BJ3235
 BJ3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ960020(NAD 83)
 BJ3235_MARKER: DB = BENCH MARK DISK
 BJ3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ3235_STAMPING: H 69 1935
 BJ3235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3235+STABILITY: SURFACE MOTION
 BJ3235
 BJ3235  HISTORY     - Date     Condition        Report By
 BJ3235  HISTORY     - 1935     MONUMENTED       CGS
 BJ3235  HISTORY     - 1960     MARK NOT FOUND   CGS
 BJ3235  HISTORY     - 1975     GOOD             LADTD
 BJ3235
 BJ3235                          STATION DESCRIPTION
 BJ3235
 BJ3235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BJ3235'2.1 MI NW FROM LEBEAU.
 BJ3235'LOCATED ABOUT 2.1 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD
 BJ3235'FROM LEBEAU, ST. LANDRY PARISH, ABOUT 90 YARDS SOUTHEAST OF MILEPOST
 BJ3235'145, ABOUT 23 YARDS SOUTH OF THE CENTERLINE OF A DRIVEWAY AND ABOUT 18
 BJ3235'YARDS EAST OF THE CENTER OF THE TRACK.  A STANDARD DISK, STAMPED H 69
 BJ3235'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BJ3235
 BJ3235                          STATION RECOVERY (1975)
 BJ3235
 BJ3235'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ3235'FROM THE JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY 10 AT LEBEAU GO
 BJ3235'ABOUT 1.7 MI NW ALONG US HIGHWAY 71, 160 FT NE OF THE CENTERLINE OF
 BJ3235'US HIGHWAY 71, 60 FT EAST OF THE EAST RAIL OF THE TEXAS AND PACIFIC
 BJ3235'RAILROAD TRACK, THE SECOND TELEGRAPH POLE SE OF RAILROAD MILE POST NO
 BJ3235'145, 34 FT SW OF A LONE HACKBERRY TREE, 80 FT SE OF A PRIVATE
 BJ3235'DRIVEWAY CROSSING THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1915 ***********************************************************************
 CQ1915  DESIGNATION -  H 71
 CQ1915  PID         -  CQ1915
 CQ1915  STATE/COUNTY-  LA/BOSSIER
 CQ1915  USGS QUAD   -  BENTON (1975)
 CQ1915
 CQ1915                         *CURRENT SURVEY CONTROL
 CQ1915  ___________________________________________________________________
 CQ1915* NAD 83(1986)-  32 41 39.     (N)    093 44 22.     (W)     SCALED    
 CQ1915* NAVD 88     -        63.896  (meters)     209.63   (feet)  ADJUSTED  
 CQ1915  ___________________________________________________________________
 CQ1915  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1915  DYNAMIC HT  -          63.825 (meters)     209.40  (feet)  COMP
 CQ1915  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CQ1915
 CQ1915  VERT ORDER  -  FIRST     CLASS II
 CQ1915
 CQ1915.The horizontal coordinates were scaled from a topographic map and have
 CQ1915.an estimated accuracy of +/- 6 seconds.
 CQ1915
 CQ1915.The orthometric height was determined by differential leveling
 CQ1915.and adjusted by the National Geodetic Survey in June 1991..
 CQ1915
 CQ1915.The geoid height was determined by GEOID03.
 CQ1915
 CQ1915.The dynamic height is computed by dividing the NAVD 88
 CQ1915.geopotential number by the normal gravity value computed on the
 CQ1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1915.degrees latitude (g = 980.6199 gals.).
 CQ1915
 CQ1915.The modeled gravity was interpolated from observed gravity values.
 CQ1915
 CQ1915;                    North         East    Units  Estimated Accuracy
 CQ1915;SPC LA N     -   243,950.      883,770.      MT  (+/- 180 meters Scaled)
 CQ1915
 CQ1915                          SUPERSEDED SURVEY CONTROL
 CQ1915
 CQ1915  NGVD 29 (??/??/??)   63.967  (m)          209.87   (f) ADJUSTED    1 2
 CQ1915
 CQ1915.Superseded values are not recommended for survey control.
 CQ1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1915.See file dsdata.txt to determine how the superseded data were derived.
 CQ1915
 CQ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS306176(NAD 83)
 CQ1915_MARKER: DD = SURVEY DISK
 CQ1915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1915_SP_SET: PORCH FLOOR
 CQ1915_STAMPING: H 71 1922
 CQ1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1915
 CQ1915  HISTORY     - Date     Condition        Report By
 CQ1915  HISTORY     - 1922     MONUMENTED       USGS
 CQ1915  HISTORY     - 1969     GOOD             LADH
 CQ1915  HISTORY     - 1976     MARK NOT FOUND   USGS
 CQ1915  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1915
 CQ1915                          STATION DESCRIPTION
 CQ1915
 CQ1915'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1915'0.45 MI SE FROM BENTON.
 CQ1915'0.25 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE ST. LOUIS SOUTHWESTERN
 CQ1915'RAILROAD STATION AT BENTON, THENCE 0.2 MILE EAST ALONG BELLEVUE
 CQ1915'STREET, AT THE NORTH ENTRANCE TO THE BOSSIER PARISH COURTHOUSE, SET IN
 CQ1915'THE TOP OF NORTHWEST CORNER OF THE CONCRETE PORCH FLOOR, 8 1/2 FEET
 CQ1915'NORTH OF NORTH FACE OF COURTHOUSE, 12.3 FEET NORTHWEST OF CENTER OF
 CQ1915'NORTH COURTHOUSE DOOR, AND ABOUT 6 INCHES ABOVE THE GROUND.
 CQ1915
 CQ1915                          STATION RECOVERY (1976)
 CQ1915
 CQ1915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1915'MARK NOT FOUND.
 CQ1915
 CQ1915                          STATION RECOVERY (1987)
 CQ1915
 CQ1915'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1883 ***********************************************************************
 BJ1883  DESIGNATION -  H 76
 BJ1883  PID         -  BJ1883
 BJ1883  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1883  USGS QUAD   -  JACKSON (1994)
 BJ1883
 BJ1883                         *CURRENT SURVEY CONTROL
 BJ1883  ___________________________________________________________________
 BJ1883* NAD 83(1986)-  30 47 51.     (N)    091 07 50.     (W)     SCALED    
 BJ1883* NAVD 88     -        50.83   (+/-2cm)     166.8    (feet)  VERTCON   
 BJ1883  ___________________________________________________________________
 BJ1883  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1883
 BJ1883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1883
 BJ1883.The horizontal coordinates were scaled from a topographic map and have
 BJ1883.an estimated accuracy of +/- 6 seconds.
 BJ1883
 BJ1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1883.The vertical order pertains to the NGVD 29 superseded value.
 BJ1883
 BJ1883.The geoid height was determined by GEOID03.
 BJ1883
 BJ1883;                    North         East    Units  Estimated Accuracy
 BJ1883;SPC LA S     -   254,690.    1,019,410.      MT  (+/- 180 meters Scaled)
 BJ1883
 BJ1883                          SUPERSEDED SURVEY CONTROL
 BJ1883
 BJ1883  NGVD 29 (??/??/??)   50.791  (m)          166.64   (f) ADJUSTED    2 0
 BJ1883
 BJ1883.Superseded values are not recommended for survey control.
 BJ1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1883.See file dsdata.txt to determine how the superseded data were derived.
 BJ1883
 BJ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ788086(NAD 83)
 BJ1883_MARKER: DB = BENCH MARK DISK
 BJ1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1883_STAMPING: H 76 1935
 BJ1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1883+STABILITY: SURFACE MOTION
 BJ1883
 BJ1883  HISTORY     - Date     Condition        Report By
 BJ1883  HISTORY     - 1935     MONUMENTED       CGS
 BJ1883  HISTORY     - 1965     GOOD             CGS
 BJ1883
 BJ1883                          STATION DESCRIPTION
 BJ1883
 BJ1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1883'0.55 MI N FROM ETHEL.
 BJ1883'ABOUT 0.55 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1883'POST OFFICE AT ETHEL, 9 RAILS NORTH OF THE CROSSING OF THE COLONIAL
 BJ1883'PIPE LINE, 46 FEET EAST OF THE EAST RAIL, 21 FEET NORTHEAST OF
 BJ1883'TELEPHONE POLE 11310, 18 FEET SOUTH OF AN 18-INCH GUM TREE, 4 FEET
 BJ1883'WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BJ1883'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1282 ***********************************************************************
 BJ1282  DESIGNATION -  H 80
 BJ1282  PID         -  BJ1282
 BJ1282  STATE/COUNTY-  LA/WASHINGTON
 BJ1282  USGS QUAD   -  ENON (1983)
 BJ1282
 BJ1282                         *CURRENT SURVEY CONTROL
 BJ1282  ___________________________________________________________________
 BJ1282* NAD 83(1986)-  30 44 53.     (N)    090 04 53.     (W)     SCALED    
 BJ1282* NAVD 88     -        37.23   (+/-2cm)     122.1    (feet)  VERTCON   
 BJ1282  ___________________________________________________________________
 BJ1282  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BJ1282
 BJ1282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1282
 BJ1282.The horizontal coordinates were scaled from a topographic map and have
 BJ1282.an estimated accuracy of +/- 6 seconds.
 BJ1282
 BJ1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1282.The vertical order pertains to the NGVD 29 superseded value.
 BJ1282
 BJ1282.The geoid height was determined by GEOID03.
 BJ1282
 BJ1282;                    North         East    Units  Estimated Accuracy
 BJ1282;SPC LA S     -   249,850.    1,119,880.      MT  (+/- 180 meters Scaled)
 BJ1282
 BJ1282                          SUPERSEDED SURVEY CONTROL
 BJ1282
 BJ1282  NGVD 29 (??/??/??)   37.325  (m)          122.46   (f) ADJUSTED    2 0
 BJ1282
 BJ1282.Superseded values are not recommended for survey control.
 BJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1282.See file dsdata.txt to determine how the superseded data were derived.
 BJ1282
 BJ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ794053(NAD 83)
 BJ1282_MARKER: DB = BENCH MARK DISK
 BJ1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1282_STAMPING: H 80 1935 122
 BJ1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1282+STABILITY: SURFACE MOTION
 BJ1282
 BJ1282  HISTORY     - Date     Condition        Report By
 BJ1282  HISTORY     - 1935     MONUMENTED       CGS
 BJ1282  HISTORY     - 1955     GOOD             CGS
 BJ1282  HISTORY     - 1977     MARK NOT FOUND   LADTD
 BJ1282  HISTORY     - 1980     MARK NOT FOUND   USGS
 BJ1282
 BJ1282                          STATION DESCRIPTION
 BJ1282
 BJ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1282'8.3 MI SE FROM FRANKLINTON.
 BJ1282'LOCATED 8.3 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BJ1282'FROM THE STATION AT FRANKLINTON, IN THE NORTHWEST ANGLE OF A ROAD
 BJ1282'CROSSING AT ZONA SIDING, 88 YARDS SOUTHEAST OF FAIRBANKS AND MORRIS
 BJ1282'WEIGHING SCALES, 130 FEET SOUTH-SOUTHEAST OF A LARGE SHED, 33 FEET
 BJ1282'SOUTHWEST OF THE SOUTHWEST RAIL AND 26 FEET WEST-NORTHWEST OF THE
 BJ1282'CENTERLINE OF A ROAD.  IT IS A STANDARD DISK, SET IN THE TOP OF A
 BJ1282'CONCRETE POST PROJECTING 8 INCHES, 2 FEET BELOW THE LEVEL OF THE TRACK
 BJ1282'AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THE STATION AT ZONA HAS BEEN
 BJ1282'DISMANTLED AND REMOVED.
 BJ1282
 BJ1282                          STATION RECOVERY (1977)
 BJ1282
 BJ1282'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1282'MARK NOT FOUND.
 BJ1282
 BJ1282                          STATION RECOVERY (1980)
 BJ1282
 BJ1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BJ1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1281 ***********************************************************************
 BX1281  DESIGNATION -  H 97
 BX1281  PID         -  BX1281
 BX1281  STATE/COUNTY-  LA/NATCHITOCHES
 BX1281  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1281
 BX1281                         *CURRENT SURVEY CONTROL
 BX1281  ___________________________________________________________________
 BX1281* NAD 83(1986)-  31 33 30.     (N)    092 58 41.     (W)     SCALED    
 BX1281* NAVD 88     -        28.83   (+/-2cm)      94.6    (feet)  VERTCON   
 BX1281  ___________________________________________________________________
 BX1281  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1281
 BX1281  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1281
 BX1281.The horizontal coordinates were scaled from a topographic map and have
 BX1281.an estimated accuracy of +/- 6 seconds.
 BX1281
 BX1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1281.The vertical order pertains to the NGVD 29 superseded value.
 BX1281
 BX1281.The geoid height was determined by GEOID03.
 BX1281
 BX1281;                    North         East    Units  Estimated Accuracy
 BX1281;SPC LA N     -   117,440.      954,620.      MT  (+/- 180 meters Scaled)
 BX1281
 BX1281                          SUPERSEDED SURVEY CONTROL
 BX1281
 BX1281  NGVD 29 (??/??/??)   28.865  (m)           94.70   (f) ADJUSTED    1 2
 BX1281
 BX1281.Superseded values are not recommended for survey control.
 BX1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1281.See file dsdata.txt to determine how the superseded data were derived.
 BX1281
 BX1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ020914(NAD 83)
 BX1281_MARKER: DB = BENCH MARK DISK
 BX1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1281_STAMPING: H-97 1938
 BX1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1281+STABILITY: SURFACE MOTION
 BX1281
 BX1281  HISTORY     - Date     Condition        Report By
 BX1281  HISTORY     - 1938     MONUMENTED       CGS
 BX1281  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1281
 BX1281                          STATION DESCRIPTION
 BX1281
 BX1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1281'1.3 MI E FROM MONTROSE.
 BX1281'5 FEET EAST OF MILE POST NO. 231 45 FEET NORTH OF THE CENTER LINE OF
 BX1281'THE T. AND P. R. R. MAIN LINE.
 BX1281
 BX1281                          STATION RECOVERY (2001)
 BX1281
 BX1281'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0746 ***********************************************************************
 BX0746  DESIGNATION -  H 98
 BX0746  PID         -  BX0746
 BX0746  STATE/COUNTY-  LA/RAPIDES
 BX0746  USGS QUAD   -  LATANIER (1993)
 BX0746
 BX0746                         *CURRENT SURVEY CONTROL
 BX0746  ___________________________________________________________________
 BX0746* NAD 83(1986)-  31 12 21.     (N)    092 21 12.     (W)     SCALED    
 BX0746* NAVD 88     -        21.57   (+/-2cm)      70.8    (feet)  VERTCON   
 BX0746  ___________________________________________________________________
 BX0746  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX0746
 BX0746  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0746
 BX0746.The horizontal coordinates were scaled from a topographic map and have
 BX0746.an estimated accuracy of +/- 6 seconds.
 BX0746
 BX0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0746.The vertical order pertains to the NGVD 29 superseded value.
 BX0746
 BX0746.The geoid height was determined by GEOID03.
 BX0746
 BX0746;                    North         East    Units  Estimated Accuracy
 BX0746;SPC LA N     -    78,270.    1,013,980.      MT  (+/- 180 meters Scaled)
 BX0746
 BX0746                          SUPERSEDED SURVEY CONTROL
 BX0746
 BX0746  NGVD 29 (??/??/??)   21.546  (m)           70.69   (f) ADJUSTED    1 2
 BX0746
 BX0746.Superseded values are not recommended for survey control.
 BX0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0746.See file dsdata.txt to determine how the superseded data were derived.
 BX0746
 BX0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ616525(NAD 83)
 BX0746_MARKER: DB = BENCH MARK DISK
 BX0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0746_STAMPING: H 98 1938
 BX0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0746+STABILITY: SURFACE MOTION
 BX0746
 BX0746  HISTORY     - Date     Condition        Report By
 BX0746  HISTORY     - 1938     MONUMENTED       CGS
 BX0746  HISTORY     - 1962     GOOD             CGS
 BX0746  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0746  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0746
 BX0746                          STATION DESCRIPTION
 BX0746
 BX0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0746'0.4 MI N FROM LATANIER.
 BX0746'LOCATED ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 457 FROM LATANIER, AT
 BX0746'A POINT WHERE THE HIGHWAY TURNS TO THE SOUTHEAST, ON THE OLD HIGHWAY,
 BX0746'102 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 457, 29 FEET
 BX0746'SOUTHWEST OF THE CENTER OF HIGHWAY LEADING NORTH, 138 FEET EAST OF AN
 BX0746'OLD CONCRETE FOUNDATION, AND 7 FEET FROM A 10-INCH SYCAMORE TREE. A
 BX0746'STANDARD DISK, STAMPED H 98 1938 AND SET IN THE TOP OF A CONCRETE
 BX0746'POST.
 BX0746
 BX0746                          STATION RECOVERY (1966)
 BX0746
 BX0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0746'MARK NOT FOUND.
 BX0746
 BX0746                          STATION RECOVERY (1999)
 BX0746
 BX0746'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1596 ***********************************************************************
 CQ1596  DESIGNATION -  H 99
 CQ1596  PID         -  CQ1596
 CQ1596  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1596  USGS QUAD   -  CHESTNUT (1986)
 CQ1596
 CQ1596                         *CURRENT SURVEY CONTROL
 CQ1596  ___________________________________________________________________
 CQ1596* NAD 83(1986)-  32 03 29.     (N)    093 03 25.     (W)     SCALED    
 CQ1596* NAVD 88     -        62.65   (+/-2cm)     205.5    (feet)  VERTCON   
 CQ1596  ___________________________________________________________________
 CQ1596  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ1596
 CQ1596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1596
 CQ1596.The horizontal coordinates were scaled from a topographic map and have
 CQ1596.an estimated accuracy of +/- 6 seconds.
 CQ1596
 CQ1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1596.The vertical order pertains to the NGVD 29 superseded value.
 CQ1596
 CQ1596.The geoid height was determined by GEOID03.
 CQ1596
 CQ1596;                    North         East    Units  Estimated Accuracy
 CQ1596;SPC LA N     -   172,890.      947,410.      MT  (+/- 180 meters Scaled)
 CQ1596
 CQ1596                          SUPERSEDED SURVEY CONTROL
 CQ1596
 CQ1596  NGVD 29 (??/??/??)   62.699  (m)          205.71   (f) ADJUSTED    2 0
 CQ1596
 CQ1596.Superseded values are not recommended for survey control.
 CQ1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1596.See file dsdata.txt to determine how the superseded data were derived.
 CQ1596
 CQ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR946468(NAD 83)
 CQ1596_MARKER: DB = BENCH MARK DISK
 CQ1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1596_STAMPING: H-99 1938
 CQ1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1596+STABILITY: SURFACE MOTION
 CQ1596
 CQ1596  HISTORY     - Date     Condition        Report By
 CQ1596  HISTORY     - 1938     MONUMENTED       CGS
 CQ1596  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1596
 CQ1596                          STATION DESCRIPTION
 CQ1596
 CQ1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1596'3.1 MI NW FROM CHESTNUT.
 CQ1596'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE LOUISIANA AND
 CQ1596'ARKANSAS RAILWAY STATION AT CHESTNUT, NATCHITOCHES PARISH, ABOUT 2.1
 CQ1596'MILES EAST OF THE JUNCTION OF STATE HIGHWAY 304, ABOUT 66 FEET EAST OF
 CQ1596'THE EAST FENCE LINE OF A CEMETERY, AND 48 FEET SOUTH OF THE CENTER
 CQ1596'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 99 1938 AND SET IN
 CQ1596'THE TOP OF A CONCRETE POST.  NOTE.-- REFERENCE TO 1937 HIGHWAY MAPS
 CQ1596'INDICATES THAT THIS MARK IS ON COUNTY ROAD 1698, ABOUT 0.4 MILE
 CQ1596'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 9.
 CQ1596
 CQ1596                          STATION RECOVERY (1982)
 CQ1596
 CQ1596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3275 ***********************************************************************
 AU3275  CBN         -  This is a Cooperative Base Network Control Station.
 AU3275  PACS        -  This is a Primary Airport Control Station.
 AU3275  DESIGNATION -  H P WILLIAMS
 AU3275  PID         -  AU3275
 AU3275  STATE/COUNTY-  LA/ST MARY
 AU3275  USGS QUAD   -  PATTERSON (1994)
 AU3275
 AU3275                         *CURRENT SURVEY CONTROL
 AU3275  ___________________________________________________________________
 AU3275* NAD 83(1992)-  29 42 40.24324(N)    091 20 16.16575(W)     ADJUSTED  
 AU3275* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3275  **This station is located in a subsidence area (see below).
 AU3275  ___________________________________________________________________
 AU3275  X           -    -129,441.536 (meters)                     COMP
 AU3275  Y           -  -5,542,662.471 (meters)                     COMP
 AU3275  Z           -   3,142,595.054 (meters)                     COMP
 AU3275  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU3275  ELLIP HEIGHT-         -24.04  (meters)          (02/12/02) GPS OBS
 AU3275  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU3275  DYNAMIC HT  -           1.8   (meters)       6.    (feet)  COMP
 AU3275  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 AU3275
 AU3275  HORZ ORDER  -  B
 AU3275  VERT ORDER  -  THIRD (See Below)
 AU3275  ELLP ORDER  -  FOURTH    CLASS II
 AU3275
 AU3275.This mark is at Harry P Williams Mem Airport (PTN)
 AU3275
 AU3275.The horizontal coordinates were established by GPS observations
 AU3275.and adjusted by the National Geodetic Survey in September 1992..
 AU3275
 AU3275 ** The orthometric height has not been validated since last determined
 AU3275 ** by differential leveling and should not be used for control purposes.
 AU3275 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3275 ** area with valid NAVD 88 orthometric heights.
 AU3275 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3275 ** epoch indicated which incorporates improved geoid heights for the
 AU3275 ** Southern Louisiana Subsidence area.
 AU3275 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3275.The orthometric height was scaled from a topographic map.
 AU3275
 AU3275.GPS derived orthometric heights for airport stations designated as
 AU3275.PACS or SACS are published to 2 decimal places.  This maintains
 AU3275.centimeter relative accuracy between the PACS and SACS.  It does
 AU3275.not indicate centimeter accuracy relative to other marks which are
 AU3275.part of the NAVD 88 network.
 AU3275.The vertical order pertains to the first NAVD 88 superseded value.
 AU3275
 AU3275.Photographs are available for this station.
 AU3275
 AU3275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3275
 AU3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3275
 AU3275.The ellipsoidal height was determined by GPS observations
 AU3275.and is referenced to NAD 83.
 AU3275
 AU3275.The geoid height was determined by GEOID03.
 AU3275
 AU3275.The dynamic height is computed by dividing the NAVD 88
 AU3275.geopotential number by the normal gravity value computed on the
 AU3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3275.degrees latitude (g = 980.6199 gals.).
 AU3275
 AU3275.The modeled gravity was interpolated from observed gravity values.
 AU3275
 AU3275;                    North         East     Units Scale Factor Converg.
 AU3275;SPC LA S     -   134,252.815   999,565.507   MT  0.99993845   -0 00 08.1
 AU3275;SPC LA S     -   440,461.11  3,279,407.83   sFT  0.99993845   -0 00 08.1
 AU3275;UTM  15      - 3,287,938.445   660,786.787   MT  0.99991898   +0 49 26.4
 AU3275
 AU3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3275!SPC LA S     -   1.00000378  x   0.99993845  =   0.99994223
 AU3275!UTM  15      -   1.00000378  x   0.99991898  =   0.99992276
 AU3275
 AU3275:                Primary Azimuth Mark                     Grid Az
 AU3275:SPC LA S     -  PTN A                                    058 52 51.0
 AU3275:UTM  15      -  PTN A                                    058 03 16.5
 AU3275
 AU3275|---------------------------------------------------------------------|
 AU3275| PID    Reference Object                     Distance      Geod. Az  |
 AU3275|                                                           dddmmss.s |
 AU3275| AI3580 PTN A                               APPROX. 0.5 KM 0585242.9 |
 AU3275| AU3276 H P WILLIAMS AZ MK                  APPROX. 0.6 KM 2394009.7 |
 AU3275|---------------------------------------------------------------------|
 AU3275
 AU3275                          SUPERSEDED SURVEY CONTROL
 AU3275
 AU3275  ELLIP H (01/21/93)  -23.98   (m)                       GP(       ) 4 2
 AU3275  ELLIP H (09/10/92)  -23.98   (m)                       GP(       ) 4 1
 AU3275  NAD 83(1986)-  29 42 40.26743(N)    091 20 16.16562(W) AD(       ) 3
 AU3275  NAD 27      -  29 42 39.51758(N)    091 20 15.78502(W) AD(       ) 3
 AU3275  NAVD 88 (08/12/94)    1.82   (m)            6.0    (f) LEVELING    3  
 AU3275  NGVD 29 (11/20/87)    2.1    (m)            7.     (f) GPS OBS        
 AU3275
 AU3275.Superseded values are not recommended for survey control.
 AU3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3275.See file dsdata.txt to determine how the superseded data were derived.
 AU3275
 AU3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6078787938(NAD 83)
 AU3275_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3275_SP_SET: CONCRETE POST
 AU3275_STAMPING: H P WILLIAMS 1986
 AU3275_MARK LOGO: NGS   
 AU3275_PROJECTION: FLUSH
 AU3275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3275+STABILITY: SURFACE MOTION
 AU3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3275+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3275
 AU3275  HISTORY     - Date     Condition        Report By
 AU3275  HISTORY     - 1986     MONUMENTED       NGS
 AU3275  HISTORY     - 1986     GOOD             LADTD
 AU3275  HISTORY     - 19860615 GOOD             NGS
 AU3275  HISTORY     - 19861231 GOOD             LADTD
 AU3275  HISTORY     - 19870304 GOOD
 AU3275  HISTORY     - 19911015 GOOD             LADTD
 AU3275  HISTORY     - 19920227 GOOD
 AU3275  HISTORY     - 19930305 GOOD             NGS
 AU3275  HISTORY     - 19990429 GOOD             NGS
 AU3275  HISTORY     - 19991130 GOOD             CDSMS
 AU3275
 AU3275                          STATION DESCRIPTION
 AU3275
 AU3275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 AU3275'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF PATTERSON
 AU3275'AND AT THE PATTERSON, H.P. WILLIAMS MEMORIAL AIRPORT ACROSS THE
 AU3275'RUNWAY FROM THE TIBBS FLYING SERVICE HANGAR.
 AU3275'OWNERSHIP--LOUISIANA DEPT. OF PUBLIC WORKS, FOR ENTRANCE INTO THE
 AU3275'AIRPORT, CONTACT MR. AUBREY BERGERON, PHONE 504-395-3921.
 AU3275'
 AU3275'TO REACH THE STATION FROM THE CENTER OF THE EAST BOUND BRIDGE OVER
 AU3275'WAX LAKE OUTLET CHANNEL WEST OF PATTERSON, GO EAST ON U.S. HIGHWAY
 AU3275'90 FOR 2.8 KM (1.75 MI) TO ZENOR ROAD.  TURN LEFT AND GO NORTH FOR
 AU3275'1 KM (0.6 MI) TO THE SOUTH ENTRANCE, THEN TURN RIGHT AND GO 0.8 KM
 AU3275'(1.1 MI) EAST TO TERMINAL BUILDING, GO NORTHWEST FOR 0.1 KM (0.05
 AU3275'MI) TO THE TAXIWAY, THEN SOUTHWEST ON THE TAXIWAY FOR 0.3 KM (0.25
 AU3275'MI) TO THE STATION ON THE RIGHT AT RUNWAY APPROACH.
 AU3275'
 AU3275'THE STATION IS A STANDARD NGS DISK
 AU3275'STAMPED---H P WILLIAMS 1986---,
 AU3275'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3275'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3275'79.2 METERS (260 FT) NORTH FROM A WIND TEE ON THE EAST SIDE OF THE
 AU3275'TAXIWAY,
 AU3275'37.2 METERS (122 FT) SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF THE
 AU3275'RUNWAY,
 AU3275'17.7 METERS (58 FT) EAST-NORTHEAST FROM THE CENTER OF AN APPROACH
 AU3275'TO RUNWAY AND
 AU3275'16.5 METERS (54 FT) NORTH-NORTHWEST FROM THE CENTER OF THE TAXIWAY.
 AU3275'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3275'STAMPED---H P WILLIAMS 1986---,
 AU3275'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AU3275'
 AU3275'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 AU3275
 AU3275                          STATION RECOVERY (1986)
 AU3275
 AU3275'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 AU3275'RECOVERED IN GOOD CONDITION.
 AU3275
 AU3275                          STATION RECOVERY (1986)
 AU3275
 AU3275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AU3275'STATION IS LOCATED ABOUT MIDFIELD BETWEEN THE RUNWAY AND PARALLEL
 AU3275'TAXIWAY AT THE SOUTH SIDE OF THE THIRD TAXIWAY SOUTH OF END 23.  IT IS
 AU3275'123.6 FT (37.7 M) SOUTHEAST OF THE POINT OF CURVE WHERE THE TAXIWAY
 AU3275'MEETS THE RUNWAY, 39.0 FT (11.9 M) SOUTHWEST OF THE TAXIWAY LIGHT
 AU3275'ADJACENT TO THE HOLD BAR, 18.0 FT (5.5 M) NORTHWEST OF THE SECOND
 AU3275'TAXIWAY LIGHT SOUTH OF THE HOLD BAR AND 13.6 FT (4.1 M) WEST OF THE
 AU3275'TAXIWAY LIGHT AT THE CENTER OF THE CURVE.  A NGS HORIZONTAL CONTROL
 AU3275'MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND
 AU3275'AND STAMPED HP WILLIAMS 1986.
 AU3275
 AU3275                          STATION RECOVERY (1986)
 AU3275
 AU3275'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 AU3275'RECOVERED AS DESCRIBED.
 AU3275
 AU3275                          STATION RECOVERY (1987)
 AU3275
 AU3275'RECOVERED 1987
 AU3275'RECOVERED IN GOOD CONDITION.
 AU3275
 AU3275                          STATION RECOVERY (1991)
 AU3275
 AU3275'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AU3275'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) SOUTHEAST OF FRANKLIN,
 AU3275'5.0 MI (8.0 KM) WEST OF MORGAN CITY, 2.0 MI (3.2 KM) NORTHWEST OF
 AU3275'PATTERSON, AT THE PATTERSON-H.P. WILLIAMS MEMORIAL AIRPORT ACROSS THE
 AU3275'RUNWAY FROM THE TIBBS FLYING SERVICE HANGER.  OWNERSHIP--MR. M. C.
 AU3275'PERRY, PHONE 504-395-4501.
 AU3275'TO REACH THE STATION FROM THE CENTER OF THE EAST BOUND BRIDGE OVER WAX
 AU3275'LAKE OUTLET CHANNEL, WEST OF PATTERSON, GO EAST FOR 1.75 MI
 AU3275'(2.82 KM) ON U.S. HIGHWAY 90 TO THE JUNCTION WITH ZENOR ROAD, TURN
 AU3275'LEFT AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE SOUTH ENTRANCE OF THE
 AU3275'AIRPORT, TURN RIGHT AND GO EAST FOR 1.1 MI (1.8 KM) ON THE ENTRANCE
 AU3275'ROAD TO THE TERMINAL BUILDING, THEN GO NORTHWEST FOR 0.05 MI
 AU3275'(0.08 KM) TO THE TAXIWAY, THEN GO SOUTHWEST FOR 0.25 MI (0.40 KM) ON
 AU3275'THE TAXIWAY TO THE STATION SET ON THE RIGHT AT A RUNWAY APPROACH.
 AU3275'THE STATION IS 260.0 FT (79.2 M) NORTH-NORTHWEST FROM A WIND TEE ON
 AU3275'THE EAST SIDE OF THE TAXIWAY, 122.0 FT (37.2 M) WEST-SOUTHWEST FROM
 AU3275'THE SOUTH EDGE OF THE RUNWAY, 58.0 FT (17.7 M) WEST-SOUTHWEST FROM
 AU3275'THE CENTER OF AN RUNWAY APPROACH, 54.0 FT (16.5 M) NORTHWEST FROM THE
 AU3275'CENTER OF THE TAXIWAY, 42.0 FT (12.8 M) SOUTH-SOUTHEAST FROM A GUIDE
 AU3275'SIGN NUMBER 5-23, 1.0 FT (0.3 M) EAST FROM A FIBERGLASS WITNESS POST,
 AU3275'FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 AU3275'NOTE--CALL IN ADVANCE.
 AU3275
 AU3275                          STATION RECOVERY (1992)
 AU3275
 AU3275'RECOVERED 1992
 AU3275'RECOVERED IN GOOD CONDITION.
 AU3275
 AU3275                          STATION RECOVERY (1993)
 AU3275
 AU3275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3275'0.4 KM (0.25 MI) NORTHEASTERLY ALONG CATHERINE STREET FROM THE POST
 AU3275'OFFICE IN PATTERSON, THENCE 6.6 KM (4.10 MI) WESTERLY ALONG STATE
 AU3275'HIGHWAY 182, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TAXIWAY OF THE
 AU3275'WILLIAMS MEMORIAL AIRPORT, 59.7 M (195.9 FT) SOUTHEAST OF THE
 AU3275'CENTERLINE OF A RUNWAY, 17.7 M (58.1 FT) SOUTHWEST OF THE CENTERLINE
 AU3275'OF THE TAXIWAY, 16.7 M (54.8 FT) NORTHWEST OF THE CENTERLINE OF A
 AU3275'TAXIWAY, 12.9 M (42.3 FT) SOUTHEAST OF THE SOUTHWEST SUPPORT POST OF
 AU3275'A SIGN (5-23), 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXIWAY, 0.3 M
 AU3275'(1.0 FT) EAST-SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AU3275'WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 AU3275'WILLIAMS MEMORIAL AIRPORT, P.O. BOX 85, PATTERSON, LA 70392,
 AU3275'CONTACT--CONNIE FOURNET--MANAGER, TELEPHONE NUMBER (504) 385-2520.
 AU3275
 AU3275                          STATION RECOVERY (1999)
 AU3275
 AU3275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AU3275'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF PATTERSON AT
 AU3275'THE HARRY P.  WILLIAMS MEMORIAL AIRPORT, NEAR MIDFIELD, BETWEEN THE
 AU3275'RUNWAY AND THE PARALLEL TAXI, IN THE WEST QUADRANT OF THE JUNCTION OF
 AU3275'THE PARALLEL TAXI AND THE MIDFIELD CONNECTOR TAXI, NORTH OF AND ACROSS
 AU3275'THE PARALLEL TAXI FROM A WIND TEE AND A WINDSOCK. OWNERSHIP--KEN
 AU3275'PERRY, VICE PRESIDENT AND GENERAL MANAGER, HARRY P. WILLIAMS MEMORIAL
 AU3275'AIRPORT, P.O.  BOX 85, PATTERSON, LA 70392.  PHONE 504-395-4501.  FAX
 AU3275'504-395-5648.  FBO IS DONNEY DORSEY.  PHONE 504-395 5401.  CONTACT ONE
 AU3275'OF THEM FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE
 AU3275'LOCKED GATE.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 90 AND STATE
 AU3275'HIGHWAY 182 ABOUT 3 KM (1.85 MI) NORTHWEST OF PATTERSON, GO SOUTHEAST
 AU3275'ON HIGHWAY 90 FOR 1.61 KM (1.00 MI) TO THE JUNCTION OF ZENOR ROAD ON
 AU3275'THE LEFT.  TURN LEFT, NORTHERLY, ON THE ROAD FOR 0.90 KM (0.55 MI) TO
 AU3275'THE SOUTH AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHEAST,
 AU3275'ON THE ROAD PASSING THE OLD TERMINAL FOR 1.61 KM (1.00 MI) TO A LOCKED
 AU3275'GATE. PASS THROUGH THE GATE, NORTHEAST, FOR 50 M (164.0 FT) TO A GATE
 AU3275'AT THE APRON.  TURN LEFT, NORTH, ACROSS THE APRON PASSING THE OFFICE
 AU3275'AND HANGAR FOR 0.20 KM (0.10 MI) TO THE JUNCTION OF THE NORTHEAST
 AU3275'CONNECTOR TAXI FROM THE RAMP AND THE PARALLEL TAXI.  TURN LEFT,
 AU3275'SOUTHWEST, ALONG THE PARALLEL TAXI FOR 0.40 KM (0.25 MI) TO THE
 AU3275'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 AU3275'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 59.9 M (196.5 FT)
 AU3275'SOUTHEAST OF THE RUNWAY CENTER, 16.6 M (54.5 FT) SOUTHWEST OF THE
 AU3275'CONNECTOR TAXI CENTER, 16.6 M (54.5 FT) NORTHWEST OF THE PARALLEL TAXI
 AU3275'CENTER, 12.9 M (42.3 FT) SOUTHEAST OF THE SOUTHWEST POST FOR RUNWAY
 AU3275'SIGN 6-24, 6.1 M (20.0 FT) SOUTHEAST OF THE EXTENDED STOP LINE CENTER,
 AU3275'AND 0.3 M (1.0 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 AU3275'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AU3275
 AU3275                          STATION RECOVERY (1999)
 AU3275
 AU3275'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3276 ***********************************************************************
 AU3276  SACS        -  This is a Secondary Airport Control Station.
 AU3276  DESIGNATION -  H P WILLIAMS AZ MK
 AU3276  PID         -  AU3276
 AU3276  STATE/COUNTY-  LA/ST MARY
 AU3276  USGS QUAD   -  PATTERSON (1994)
 AU3276
 AU3276                         *CURRENT SURVEY CONTROL
 AU3276  ___________________________________________________________________
 AU3276* NAD 83(1992)-  29 42 30.12032(N)    091 20 35.98460(W)     ADJUSTED  
 AU3276* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3276  **This station is located in a subsidence area (see below).
 AU3276  ___________________________________________________________________
 AU3276  X           -    -129,977.723 (meters)                     COMP
 AU3276  Y           -  -5,542,804.513 (meters)                     COMP
 AU3276  Z           -   3,142,324.373 (meters)                     COMP
 AU3276  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU3276  ELLIP HEIGHT-         -23.96  (meters)          (03/19/02) GPS OBS
 AU3276  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AU3276  DYNAMIC HT  -           1.9   (meters)       6.    (feet)  COMP
 AU3276  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 AU3276
 AU3276  HORZ ORDER  -  FIRST
 AU3276  VERT ORDER  -  THIRD (See Below)
 AU3276  ELLP ORDER  -  FOURTH    CLASS II
 AU3276
 AU3276.This mark is at Harry P Williams Mem Airport (PTN)
 AU3276
 AU3276.The horizontal coordinates were established by GPS observations
 AU3276.and adjusted by the National Geodetic Survey in February 2000..
 AU3276
 AU3276 ** The orthometric height has not been validated since last determined
 AU3276 ** by differential leveling and should not be used for control purposes.
 AU3276 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3276 ** area with valid NAVD 88 orthometric heights.
 AU3276 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3276 ** epoch indicated which incorporates improved geoid heights for the
 AU3276 ** Southern Louisiana Subsidence area.
 AU3276 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3276.The orthometric height was scaled from a topographic map.
 AU3276
 AU3276.GPS derived orthometric heights for airport stations designated as
 AU3276.PACS or SACS are published to 2 decimal places.  This maintains
 AU3276.centimeter relative accuracy between the PACS and SACS.  It does
 AU3276.not indicate centimeter accuracy relative to other marks which are
 AU3276.part of the NAVD 88 network.
 AU3276.The vertical order pertains to the first NAVD 88 superseded value.
 AU3276
 AU3276.Photographs are available for this station.
 AU3276
 AU3276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3276
 AU3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3276
 AU3276.The ellipsoidal height was determined by GPS observations
 AU3276.and is referenced to NAD 83.
 AU3276
 AU3276.The geoid height was determined by GEOID03.
 AU3276
 AU3276.The dynamic height is computed by dividing the NAVD 88
 AU3276.geopotential number by the normal gravity value computed on the
 AU3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3276.degrees latitude (g = 980.6199 gals.).
 AU3276
 AU3276.The modeled gravity was interpolated from observed gravity values.
 AU3276
 AU3276;                    North         East     Units Scale Factor Converg.
 AU3276;SPC LA S     -   133,941.173   999,032.802   MT  0.99993869   -0 00 18.0
 AU3276;SPC LA S     -   439,438.67  3,277,660.12   sFT  0.99993869   -0 00 18.0
 AU3276;UTM  15      - 3,287,619.160   660,258.641   MT  0.99991689   +0 49 16.3
 AU3276
 AU3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3276!SPC LA S     -   1.00000376  x   0.99993869  =   0.99994245
 AU3276!UTM  15      -   1.00000376  x   0.99991689  =   0.99992065
 AU3276
 AU3276:                Primary Azimuth Mark                     Grid Az
 AU3276:SPC LA S     -  H P WILLIAMS                             059 40 17.9
 AU3276:UTM  15      -  H P WILLIAMS                             058 50 43.6
 AU3276
 AU3276|---------------------------------------------------------------------|
 AU3276| PID    Reference Object                     Distance      Geod. Az  |
 AU3276|                                                           dddmmss.s |
 AU3276| AU3275 H P WILLIAMS                        APPROX. 0.6 KM 0593959.9 |
 AU3276|---------------------------------------------------------------------|
 AU3276
 AU3276                          SUPERSEDED SURVEY CONTROL
 AU3276
 AU3276  ELLIP H (02/17/00)  -23.91   (m)                       GP(       ) 4 2
 AU3276  NAD 83(1992)-  29 42 30.12032(N)    091 20 35.98470(W) AD(       ) 3
 AU3276  ELLIP H (01/21/93)  -23.91   (m)                       GP(       ) 4 2
 AU3276  NAD 83(1986)-  29 42 30.14449(N)    091 20 35.98443(W) AD(       ) 3
 AU3276  NAD 27      -  29 42 29.39433(N)    091 20 35.60338(W) AD(       ) 3
 AU3276  NAVD 88 (02/17/00)    1.89   (m)            6.2    (f) LEVELING    3  
 AU3276  NGVD 29 (11/20/87)    2.1    (m)            7.     (f) GPS OBS        
 AU3276
 AU3276.Superseded values are not recommended for survey control.
 AU3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3276.See file dsdata.txt to determine how the superseded data were derived.
 AU3276
 AU3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6025987619(NAD 83)
 AU3276_MARKER: DZ = AZIMUTH MARK DISK
 AU3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3276_SP_SET: CONCRETE POST
 AU3276_STAMPING: H P WILLIAMS 1986
 AU3276_MARK LOGO: NGS   
 AU3276_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3276+STABILITY: SURFACE MOTION
 AU3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3276+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1999
 AU3276
 AU3276  HISTORY     - Date     Condition        Report By
 AU3276  HISTORY     - 1986     MONUMENTED       NGS
 AU3276  HISTORY     - 1986     GOOD             LADTD
 AU3276  HISTORY     - 19860615 GOOD             NGS
 AU3276  HISTORY     - 19861231 GOOD             LADTD
 AU3276  HISTORY     - 19870304 GOOD
 AU3276  HISTORY     - 19930305 GOOD             NGS
 AU3276  HISTORY     - 19990429 GOOD             NGS
 AU3276
 AU3276                          STATION DESCRIPTION
 AU3276
 AU3276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 AU3276'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF PATTERSON
 AU3276'AND AT THE PATTERSON, H.P. WILLIAMS MEMORIAL AIRPORT BETWEEN THE
 AU3276'RUNWAY AND TAXIWAY, NEAR THE SOUTH END OF THE RUNWAY.
 AU3276'OWNERSHIP--LOUISIANA DEPT. OF PUBLIC WORKS, FOR ENTRANCE INTO THE
 AU3276'AIRPORT, CONTACT MR. AUBREY BERGERON, PHONE 504-395-3921.
 AU3276'
 AU3276'TO REACH THE STATION FROM THE CENTER OF THE EAST BOUND BRIDGE OVER
 AU3276'WAX LAKE OUTLET CHANNEL WEST OF PATTERSON, GO EAST ON U.S. HIGHWAY
 AU3276'90 FOR 2.8 KM (1.75 MI) TO ZENOR ROAD.  TURN LEFT AND GO NORTH FOR
 AU3276'1.0 KM (0.6 MI) TO THE SOUTH ENTRANCE, THEN TURN RIGHT AND GO 1.8
 AU3276'KM (1.1 MI) EAST TO THE TERMINAL BUILDING, GO NORTHWEST FOR 0.1 KM
 AU3276'(0.05 MI) TO THE TAXIWAY, THEN SOUTHWEST ON THE TAXIWAY FOR 1.0 KM
 AU3276'(0.6 MI) TO THE STATION ON THE RIGHT AT RUNWAY APPROACH.
 AU3276'
 AU3276'THE STATION IS A STANDARD NGS DISK
 AU3276'STAMPED---H P WILLIAMS 1986---,
 AU3276'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3276'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3276'30.5 METERS (100 FT) SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF THE
 AU3276'RUNWAY,
 AU3276'22.9 METERS (75 FT) NORTH-NORTHWEST FROM THE CENTER OF THE TAXIWAY
 AU3276'AND
 AU3276'18.3 METERS (60 FT) EAST-NORTHEAST FROM THE CENTER OF THE APPROCH
 AU3276'TO RUNWAY.
 AU3276'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3276'STAMPED---H P WILLIAMS 1986---,
 AU3276'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AU3276'
 AU3276'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 AU3276
 AU3276                          STATION RECOVERY (1986)
 AU3276
 AU3276'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 AU3276'RECOVERED IN GOOD CONDITION.
 AU3276
 AU3276                          STATION RECOVERY (1986)
 AU3276
 AU3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AU3276'STATION IS LOCATED NEAR THE SOUTH END OF THE FIELD BETWEEN THE RUNWAY
 AU3276'AND PARALLEL TAXIWAY ON THE NORTH SIDE OF SECOND TAXIWAY NORTH OF END
 AU3276'5.  IT IS 101.3 FT (30.9 M) SE OF THE SOUTH EDGE OF THE RUNWAY, 91.3
 AU3276'FT (27.8 M) SE OF THE FIRST RUNWAY LIGHT NORTH OF THE TAXIWAY, 69.7 FT
 AU3276'(21.2 M) NW OF THE NORTH CORNER OF A JUNCTION OF ASPHALT AND CONCRETE
 AU3276'TAXIWAY SECTIONS, 28.5 FT (8.7 M) NE OF THE TAXIWAY LIGHT ADJACENT TO
 AU3276'THE HOLD BAR AND 27.4 FT (8.4 M) N OF THE TAXIWAY LIGHT IN THE CURVE
 AU3276'OF THE TAXIWAY.  A NGS AZIMUTH MARK DISK IN A CONCRETE MONUMENT SET
 AU3276'FLUSH WITH THE GROUND.  IT IS STAMPED H P WILLIAMS 1986.
 AU3276
 AU3276                          STATION RECOVERY (1986)
 AU3276
 AU3276'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 AU3276'RECOVERED AS DESCRIBED.
 AU3276
 AU3276                          STATION RECOVERY (1987)
 AU3276
 AU3276'RECOVERED 1987
 AU3276'RECOVERED IN GOOD CONDITION.
 AU3276
 AU3276                          STATION RECOVERY (1993)
 AU3276
 AU3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3276'0.4 KM (0.25 MI) NORTHEASTERLY ALONG CATHERINE STREET FROM THE POST
 AU3276'OFFICE IN PATTERSON, THENCE 6.6 KM (4.10 MI) WESTERLY ALONG STATE
 AU3276'HIGHWAY 182, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A PAVED
 AU3276'DRIVEWAY, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG AN APRON OF THE
 AU3276'WILLIAMS MEMORIAL AIRPORT, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A
 AU3276'TAXIWAY, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY ALONG A TAXIWAY, 53.7
 AU3276'M (176.2 FT) SOUTHEAST OF THE CENTERLINE OF A RUNWAY, 22.8 M (74.8
 AU3276'FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE TAXIWAY, 20.9 M
 AU3276'(68.6 FT) WEST OF A TAXIWAY LIGHT, 17.5 M (57.4 FT) NORTHEAST OF THE
 AU3276'CENTERLINE OF A RUNWAY ENTRANCE RAMP, 0.3 M (1.0 FT) SOUTHWEST OF A
 AU3276'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AU3276'NOTE--THE MARK IS ON PROPERTY OWNED BY THE WILLIAMS MEMORIAL AIRPORT,
 AU3276'P.O. BOX 85, PATTERSON, LA 70392, CONTACT--CONNIE FOURNET--MANAGER,
 AU3276'TELEPHONE NUMBER (504) 385-2520.
 AU3276
 AU3276                          STATION RECOVERY (1999)
 AU3276
 AU3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AU3276'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF PATTERSON AT
 AU3276'THE HARRY P.  WILLIAMS MEMORIAL AIRPORT, BETWEEN THE RUNWAY AND THE
 AU3276'PARALLEL TAXI, IN THE NORTH QUADRANT OF THE JUNCTION OF THE PARALLEL
 AU3276'TAXI AND THE FIRST CONNECTOR TAXI NORTHEAST OF RUNWAY END 6.
 AU3276'OWNERSHIP--KEN PERRY, VICE PRESIDENT AND GENERAL MANAGER, HARRY P.
 AU3276'WILLIAMS MEMORIAL AIRPORT, P.O.  BOX 85, PATTERSON, LA 70392.  PHONE
 AU3276'504-395-4501.  FAX 504-395-5648.  FBO IS DONNEY DORSEY.  PHONE 504-395
 AU3276'5401.  CONTACT ONE OF THEM FOR PERMISSION TO OCCUPY THIS STATION AND
 AU3276'ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM THE JUNCTION OF U.S.
 AU3276'HIGHWAY 90 AND STATE HIGHWAY 182 ABOUT 3 KM (1.85 MI) NORTHWEST OF
 AU3276'PATTERSON, GO SOUTHEAST ON HIGHWAY 90 FOR 1.61 KM (1.00 MI) TO THE
 AU3276'JUNCTION OF ZENOR ROAD ON THE LEFT.  TURN LEFT, NORTHERLY, ON THE ROAD
 AU3276'FOR 0.90 KM (0.55 MI) TO THE SOUTH AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AU3276'TURN RIGHT, NORTHEAST, ON THE ROAD PASSING THE OLD TERMINAL FOR 1.61
 AU3276'KM (1.00 MI) TO A LOCKED GATE. PASS THROUGH THE GATE, NORTHEAST, FOR
 AU3276'50 M (164.0 FT) TO A GATE AT THE APRON.  TURN LEFT, NORTH, ACROSS THE
 AU3276'APRON PASSING THE OFFICE AND HANGAR FOR 0.20 KM (0.10 MI) TO THE
 AU3276'JUNCTION OF THE NORTHEAST CONNECTOR TAXI FROM THE RAMP AND THE
 AU3276'PARALLEL TAXI.  TURN LEFT, SOUTHWEST, ALONG THE PARALLEL TAXI FOR 1.0
 AU3276'KM (0.60 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE
 AU3276'TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS
 AU3276'53.7 M (176.2 FT) SOUTHEAST OF THE RUNWAY CENTER, 22.8 M (74.8 FT)
 AU3276'NORTHWEST OF AND LEVEL WITH THE PARALLEL TAXI CENTER, 17.4 M (57.1 FT)
 AU3276'NORTH-NORTHEAST OF THE CONNECTOR TAXI CENTER, AND 7.5 M (24.6 FT)
 AU3276'EAST-SOUTHEAST OF THE EXTENDED STOP LINE CENTER.  NOTE--THIS IS A
 AU3276'SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3340 ***********************************************************************
 BK3340  DESIGNATION -  HAAS
 BK3340  PID         -  BK3340
 BK3340  STATE/COUNTY-  LA/AVOYELLES
 BK3340  USGS QUAD   -  LONE PINE (1992)
 BK3340
 BK3340                         *CURRENT SURVEY CONTROL
 BK3340  ___________________________________________________________________
 BK3340* NAD 83(1992)-  30 57 07.37401(N)    092 16 33.10565(W)     ADJUSTED  
 BK3340* NAVD 88     -        23.3    (meters)      76.     (feet)  VERTCON   
 BK3340  ___________________________________________________________________
 BK3340  X           -    -217,405.969 (meters)                     COMP
 BK3340  Y           -  -5,470,405.890 (meters)                     COMP
 BK3340  Z           -   3,261,333.508 (meters)                     COMP
 BK3340  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BK3340  ELLIP HEIGHT-          -3.61  (meters)          (06/26/02) GPS OBS
 BK3340  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK3340
 BK3340  HORZ ORDER  -  FIRST
 BK3340  ELLP ORDER  -  FOURTH    CLASS II
 BK3340
 BK3340.The horizontal coordinates were established by GPS observations
 BK3340.and adjusted by the National Geodetic Survey in January 1993..
 BK3340
 BK3340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3340
 BK3340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3340
 BK3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3340
 BK3340.The ellipsoidal height was determined by GPS observations
 BK3340.and is referenced to NAD 83.
 BK3340
 BK3340.The geoid height was determined by GEOID03.
 BK3340
 BK3340;                    North         East     Units Scale Factor Converg.
 BK3340;SPC LA N     -    50,144.980 1,021,417.948   MT  1.00005559   +0 07 06.6
 BK3340;SPC LA N     -   164,517.32  3,351,102.05   sFT  1.00005559   +0 07 06.6
 BK3340;SPC LA S     -   272,178.387   909,934.732   MT  1.00006332   -0 28 16.6
 BK3340;SPC LA S     -   892,971.92  2,985,344.20   sFT  1.00006332   -0 28 16.6
 BK3340;UTM  15      - 3,424,512.511   569,165.979   MT  0.99965901   +0 22 20.8
 BK3340
 BK3340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3340!SPC LA N     -   1.00000057  x   1.00005559  =   1.00005616
 BK3340!SPC LA S     -   1.00000057  x   1.00006332  =   1.00006389
 BK3340!UTM  15      -   1.00000057  x   0.99965901  =   0.99965958
 BK3340
 BK3340                          SUPERSEDED SURVEY CONTROL
 BK3340
 BK3340  ELLIP H (01/21/93)   -3.55   (m)                       GP(       ) 4 2
 BK3340  NAD 83(1986)-  30 57 07.39271(N)    092 16 33.09780(W) AD(       ) 1
 BK3340  NGVD 29 (08/25/89)   23.3    (m)           76.     (f) GPS OBS        
 BK3340
 BK3340.Superseded values are not recommended for survey control.
 BK3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3340.See file dsdata.txt to determine how the superseded data were derived.
 BK3340
 BK3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6916624513(NAD 83)
 BK3340_MARKER: DE = TRAVERSE STATION DISK
 BK3340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK3340_SP_SET: STORM DRAIN
 BK3340_STAMPING: HAAS 1988
 BK3340_MARK LOGO: LADTD 
 BK3340_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3340+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 BK3340
 BK3340  HISTORY     - Date     Condition        Report By
 BK3340  HISTORY     - 1988     MONUMENTED       LADTD
 BK3340  HISTORY     - 19890303 GOOD
 BK3340  HISTORY     - 20030721 GOOD             LADTD
 BK3340
 BK3340                          STATION DESCRIPTION
 BK3340
 BK3340'DESCRIBED BY LA TRANSP AND DEV 1988
 BK3340'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTHEAST OF FOREST
 BK3340'HILL, 8 KM (4.95 MI) WEST OF BUNKIE AND 6.4 KM (4.00 MI) SOUTHWEST OF
 BK3340'CHENEYVILLE, AT THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND STATE
 BK3340'HIGHWAY 115, SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A STORM
 BK3340'DRAIN NEAR THE NORTHEAST CORNER OF THE OVERPASS BRIDGE ON THE NORTH
 BK3340'BOUND LANES OF THE INTERSTATE, IN SECTION 24, T 2 S, R 1 E.
 BK3340'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3340'THE STATION IS 17.1 M (56.1 FT) EAST FROM THE NORTHWEST CORNER OF THE
 BK3340'NORTH BOUND LANE BRIDGE, 7.9 M (25.9 FT) EAST-NORTHEAST FROM THE
 BK3340'CENTER OF THE NORTH BOUND LANES OF THE INTERSTATE AND 6.9 M (22.6 FT)
 BK3340'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE NORTH BOUND LANE
 BK3340'BRIDGE.
 BK3340
 BK3340                          STATION RECOVERY (1989)
 BK3340
 BK3340'RECOVERED 1989
 BK3340'RECOVERED IN GOOD CONDITION.
 BK3340
 BK3340                          STATION RECOVERY (2003)
 BK3340
 BK3340'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BK3340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3341 ***********************************************************************
 BK3341  DESIGNATION -  HAAS AZ MK
 BK3341  PID         -  BK3341
 BK3341  STATE/COUNTY-  LA/AVOYELLES
 BK3341  USGS QUAD   -  LONE PINE (1992)
 BK3341
 BK3341                         *CURRENT SURVEY CONTROL
 BK3341  ___________________________________________________________________
 BK3341* NAD 83(1992)-  30 57 59.66188(N)    092 17 17.42599(W)     ADJUSTED  
 BK3341* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 BK3341  ___________________________________________________________________
 BK3341  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK3341  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK3341
 BK3341  HORZ ORDER  -  SECOND
 BK3341
 BK3341.The horizontal coordinates were established by classical geodetic methods
 BK3341.and adjusted by the National Geodetic Survey in January 1993..
 BK3341
 BK3341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3341
 BK3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3341
 BK3341.The geoid height was determined by GEOID03.
 BK3341
 BK3341;                    North         East     Units Scale Factor Converg.
 BK3341;SPC LA N     -    51,753.000 1,020,238.377   MT  1.00005139   +0 06 43.2
 BK3341;SPC LA N     -   169,792.97  3,347,232.08   sFT  1.00005139   +0 06 43.2
 BK3341;SPC LA S     -   273,798.480   908,771.756   MT  1.00006756   -0 28 38.8
 BK3341;SPC LA S     -   898,287.18  2,981,528.67   sFT  1.00006756   -0 28 38.8
 BK3341;UTM  15      - 3,426,114.650   567,979.757   MT  0.99965700   +0 21 58.6
 BK3341
 BK3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3341!SPC LA N     -   1.00000125  x   1.00005139  =   1.00005264
 BK3341!SPC LA S     -   1.00000125  x   1.00006756  =   1.00006881
 BK3341!UTM  15      -   1.00000125  x   0.99965700  =   0.99965825
 BK3341
 BK3341                          SUPERSEDED SURVEY CONTROL
 BK3341
 BK3341  NAD 83(1986)-  30 57 59.68080(N)    092 17 17.41775(W) AD(       ) 2
 BK3341  NGVD 29 (08/25/89)   19.1    (m)           63.     (f) VERT ANG       
 BK3341
 BK3341.Superseded values are not recommended for survey control.
 BK3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3341.See file dsdata.txt to determine how the superseded data were derived.
 BK3341
 BK3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6798026115(NAD 83)
 BK3341_MARKER: DZ = AZIMUTH MARK DISK
 BK3341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK3341_SP_SET: BRIDGE WINGWALL
 BK3341_STAMPING: HAAS AZ MK 1988
 BK3341_MARK LOGO: LADTD 
 BK3341_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3341+STABILITY: SURFACE MOTION
 BK3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3341+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 BK3341
 BK3341  HISTORY     - Date     Condition        Report By
 BK3341  HISTORY     - 1988     MONUMENTED       LADTD
 BK3341  HISTORY     - 20030721 GOOD             LADTD
 BK3341
 BK3341                          STATION DESCRIPTION
 BK3341
 BK3341'DESCRIBED BY LA TRANSP AND DEV 1988
 BK3341'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTHEAST OF FOREST
 BK3341'HILL, 16.1 KM (10.00 MI) NORTHEAST OF TURKEY CREEK, 9.7 KM (6.05 MI)
 BK3341'WEST-NORTHWEST OF BUNKIE AND 4.8 KM (3.00 MI) SOUTHWEST OF
 BK3341'CHENEYVILLE, IN THE SOUTHERN QUADRANT OF SECTION 20, T 2 S, R 1 E.
 BK3341'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3341'TO REACH THE STATION FROM THE  INTERCHANGE OF INTERSTATE HIGHWAY 49
 BK3341'AND STATE HIGHWAY 115, WEST OF BUNKIE, GO NORTH FOR 1.8 KM (1.10 MI)
 BK3341'ON INTERSTATE HIGHWAY 49 TO THE MARK ON THE LEFT, SET IN THE NORTHWEST
 BK3341'WINGWALL OF THE NORTH BOUND BRIDGE.
 BK3341'THE STATION IS 6.4 M (21.0 FT) WEST FROM THE CENTER OF THE NORTH BOUND
 BK3341'LANES OF THE INTERSTATE, 4.4 M (14.4 FT) SOUTH FROM THE NORTH END OF A
 BK3341'CEMENT CURB, 0.6 M (2.0 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER
 BK3341'OF BRIDGE NUMBER 455-05-00.01-1 AND 0.3 M (1.0 FT) EAST FROM THE WEST
 BK3341'END OF THE WINGWALL.
 BK3341
 BK3341                          STATION RECOVERY (2003)
 BK3341
 BK3341'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BK3341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3342 ***********************************************************************
 BK3342  DESIGNATION -  HAAS AZ MK 2
 BK3342  PID         -  BK3342
 BK3342  STATE/COUNTY-  LA/AVOYELLES
 BK3342  USGS QUAD   -  LONE PINE (1992)
 BK3342
 BK3342                         *CURRENT SURVEY CONTROL
 BK3342  ___________________________________________________________________
 BK3342* NAD 83(1992)-  30 56 52.80257(N)    092 15 47.69334(W)     ADJUSTED  
 BK3342* NAVD 88     -        17.7    (meters)      58.     (feet)  VERTCON   
 BK3342  ___________________________________________________________________
 BK3342  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK3342  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK3342
 BK3342  HORZ ORDER  -  SECOND
 BK3342
 BK3342.The horizontal coordinates were established by classical geodetic methods
 BK3342.and adjusted by the National Geodetic Survey in January 1993..
 BK3342
 BK3342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3342
 BK3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3342
 BK3342.The geoid height was determined by GEOID03.
 BK3342
 BK3342;                    North         East     Units Scale Factor Converg.
 BK3342;SPC LA N     -    49,698.765 1,022,624.337   MT  1.00005677   +0 07 30.6
 BK3342;SPC LA N     -   163,053.36  3,355,060.01   sFT  1.00005677   +0 07 30.6
 BK3342;SPC LA S     -   271,719.771   911,136.470   MT  1.00006215   -0 27 53.9
 BK3342;SPC LA S     -   891,467.28  2,989,286.90   sFT  1.00006215   -0 27 53.9
 BK3342;UTM  15      - 3,424,071.820   570,373.854   MT  0.99966109   +0 22 44.0
 BK3342
 BK3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3342!SPC LA N     -   1.00000149  x   1.00005677  =   1.00005826
 BK3342!SPC LA S     -   1.00000149  x   1.00006215  =   1.00006364
 BK3342!UTM  15      -   1.00000149  x   0.99966109  =   0.99966258
 BK3342
 BK3342                          SUPERSEDED SURVEY CONTROL
 BK3342
 BK3342  NAD 83(1986)-  30 56 52.82102(N)    092 15 47.68557(W) AD(       ) 2
 BK3342  NGVD 29 (08/25/89)   17.6    (m)           58.     (f) VERT ANG       
 BK3342
 BK3342.Superseded values are not recommended for survey control.
 BK3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3342.See file dsdata.txt to determine how the superseded data were derived.
 BK3342
 BK3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7037424072(NAD 83)
 BK3342_MARKER: DZ = AZIMUTH MARK DISK
 BK3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3342_SP_SET: CONCRETE POST
 BK3342_STAMPING: HAAS AZ MK 2 1988
 BK3342_MARK LOGO: LADTD 
 BK3342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3342+STABILITY: SURFACE MOTION
 BK3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3342+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 BK3342
 BK3342  HISTORY     - Date     Condition        Report By
 BK3342  HISTORY     - 1988     MONUMENTED       LADTD
 BK3342  HISTORY     - 20030721 GOOD             LADTD
 BK3342
 BK3342                          STATION DESCRIPTION
 BK3342
 BK3342'DESCRIBED BY LA TRANSP AND DEV 1988
 BK3342'THE STATION IS LOCATED ABOUT 27.4 KM (17.05 MI) SOUTHEAST OF FOREST
 BK3342'HILL, 13.7 KM (8.50 MI) NORTHEAST OF TURKEY CREEK, 7.2 KM (4.45 MI)
 BK3342'SOUTH-SOUTHWEST OF CHENEYVILLE AND 7.2 KM (4.45 MI) WEST OF BUNKIE IN
 BK3342'THE NORTHEAST QUADRANT OF SECTION 31, T 1 S, R 1 E.
 BK3342'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3342'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BK3342'STATE HIGHWAY 115, WEST OF BUNKIE, GO EAST FOR 1.1 KM (0.70 MI) ON
 BK3342'HIGHWAY 115 TO THE MARK ON THE RIGHT, AT A UNITED GAS PIPELINE COMPANY
 BK3342'REGULATOR STATION.
 BK3342'THE STATION IS FLUSH WITH THE GROUND 11.9 M (39.0 FT) SOUTH FROM THE
 BK3342'CENTER OF THE HIGHWAY, 7.2 M (23.6 FT) EAST FROM A TELEPHONE JUNCTION
 BK3342'A BOX, 3.4 M (11.2 FT) SOUTHEAST FROM THE EAST END OF A CONCRETE
 BK3342'CULVERT AND 0.3 M (1.0 FT) NORTH FROM A FENCE.
 BK3342
 BK3342                          STATION RECOVERY (2003)
 BK3342
 BK3342'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BK3342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0407 ***********************************************************************
 AV0407  DESIGNATION -  HACK
 AV0407  PID         -  AV0407
 AV0407  STATE/COUNTY-  LA/CAMERON
 AV0407  USGS QUAD   -  CREOLE (1982)
 AV0407
 AV0407                         *CURRENT SURVEY CONTROL
 AV0407  ___________________________________________________________________
 AV0407* NAD 83(1992)-  29 45 23.02354(N)    093 06 09.41998(W)     ADJUSTED  
 AV0407* NAVD 88     -         1.02   (+/-2cm)       3.3  **(feet)  VERTCON   
 AV0407  **This station is located in a subsidence area (see below).
 AV0407  ___________________________________________________________________
 AV0407  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AV0407  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AV0407
 AV0407  HORZ ORDER  -  SECOND
 AV0407  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0407
 AV0407.The horizontal coordinates were established by classical geodetic methods
 AV0407.and adjusted by the National Geodetic Survey in January 1993..
 AV0407
 AV0407 ** The orthometric height has not been validated since last determined
 AV0407 ** by differential leveling and should not be used for control purposes.
 AV0407 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0407 ** area with valid NAVD 88 orthometric heights.
 AV0407 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0407 ** epoch indicated which incorporates improved geoid heights for the
 AV0407 ** Southern Louisiana Subsidence area.
 AV0407 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0407.The vertical order pertains to the NGVD 29 superseded value.
 AV0407
 AV0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0407
 AV0407.The geoid height was determined by GEOID03.
 AV0407
 AV0407;                    North         East     Units Scale Factor Converg.
 AV0407;SPC LA S     -   140,585.687   828,890.993   MT  0.99993479   -0 53 04.8
 AV0407;SPC LA S     -   461,238.21  2,719,453.20   sFT  0.99993479   -0 53 04.8
 AV0407;UTM  15      - 3,291,796.901   490,078.775   MT  0.99960121   -0 03 03.3
 AV0407
 AV0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0407!SPC LA S     -   1.00000400  x   0.99993479  =   0.99993879
 AV0407!UTM  15      -   1.00000400  x   0.99960121  =   0.99960521
 AV0407
 AV0407|---------------------------------------------------------------------|
 AV0407| PID    Reference Object                     Distance      Geod. Az  |
 AV0407|                                                           dddmmss.s |
 AV0407| CV9858 HACK RM 1                            25.237 METERS 01144     |
 AV0407| AV0765 GRAND CHENIER CH W MERM FERRY       APPROX.12.3 KM 0843550.7 |
 AV0407| CV9860 HACK RM 3                            17.933 METERS 08629     |
 AV0407| CV9859 HACK RM 2                            31.548 METERS 27449     |
 AV0407| CV9857 HACK AZ MK                                         2781538.3 |
 AV0407|---------------------------------------------------------------------|
 AV0407
 AV0407                          SUPERSEDED SURVEY CONTROL
 AV0407
 AV0407  NAD 83(1986)-  29 45 23.04779(N)    093 06 09.40453(W) AD(       ) 2
 AV0407  NAD 27      -  29 45 22.25300(N)    093 06 08.87500(W) AD(       ) 2
 AV0407  NGVD 29 (??/??/??)    1.010  (m)            3.31   (f) ADJUSTED    1 2
 AV0407
 AV0407.Superseded values are not recommended for survey control.
 AV0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0407.See file dsdata.txt to determine how the superseded data were derived.
 AV0407
 AV0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN9007991797(NAD 83)
 AV0407_MARKER: DS = TRIANGULATION STATION DISK
 AV0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0407_STAMPING: HACK 1932
 AV0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0407+STABILITY: SURFACE MOTION
 AV0407
 AV0407  HISTORY     - Date     Condition        Report By
 AV0407  HISTORY     - 1932     MONUMENTED       CGS
 AV0407  HISTORY     - 1965     GOOD             CGS
 AV0407  HISTORY     - 1965     GOOD             CGS
 AV0407  HISTORY     - 1970     GOOD             LOCENG
 AV0407  HISTORY     - 1979     GOOD             NGS
 AV0407
 AV0407                          STATION DESCRIPTION
 AV0407
 AV0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0407'STATION IS LOCATED ON THE EASTERN POINT AT THE ENTRANCE
 AV0407'TO THE MERMENTAU RIVER IN THE GRASSY AREA ABOUT 600 METERS FROM
 AV0407'THE POINT AND A SHORT DISTANCE TO THE WESTWARD OF THE PLACE WHERE
 AV0407'A GROWTH OF SCRUB HACKBERRY BUSHES BEGINS.  BEACH IS BUILDING
 AV0407'OUT.
 AV0407'
 AV0407'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0407'IN THE TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0407'
 AV0407'REFERENCE MARK NO. 1 IS SET IN DIRECTION OF ROAD.
 AV0407'
 AV0407'REFERENCE MARK NO. 2 IS SET IN DIRECTION OF THE POINT.
 AV0407'
 AV0407'AZIMUTH MARK IS BRASS SCREW SET IN TOP OF A 4-INCH BY 4-FOOT
 AV0407'IRON PIPE EXTENDING 1 FOOT ABOVE GROUND AND IS LOCATED NEAR
 AV0407'RIVER AT SW END OF POINT.  PIPE IS FILLED WITH CEMENT.
 AV0407'
 AV0407'MAY BE REACHED FROM GULF OR FROM CANAL WHICH BEGINS AT JUNCTION
 AV0407'OF LOWER RIDGE ROAD WITH NEW MAIN ROAD ABOUT 1.0 MILE S OF
 AV0407'CREOLE AND IS NAVIGABLE FOR SMALL BOATS WITH OUTBOARD MOTORS.
 AV0407'CANAL ENTERS THE RIVER ABOUT 0.3 MILE ABOVE STATION.
 AV0407'
 AV0407'A 20-FOOT TRIPOD WAS BUILT OVER THE STATION WHICH WAS SUFFICIENT
 AV0407'HEIGHT EXCEPT TOWARD BERRY AND CHARTELYOU WHERE CLEARING WAS
 AV0407'NECESSARY.
 AV0407
 AV0407                          STATION RECOVERY (1965)
 AV0407
 AV0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0407'ABOUT 2.75 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE POST
 AV0407'OFFICE AT CREOLE, THENCE ABOUT 1.7 MILES SOUTH ALONG A PRIVATE
 AV0407'TRAIL ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG A SMALL LEVEE TO
 AV0407'THE MOUTH OF THE CREOLE CANAL AT THE MERMENTAU RIVER, THENCE
 AV0407'ABOUT 0.4 MILE SOUTHWEST ACROSS THE MERMENTAU RIVER AND LOW
 AV0407'SWAMP LAND, ABOUT 0.1 MILE SOUTH OF THE SOUTH BANK OF THE RIVER,
 AV0407'ABOUT 0.2 MILE WEST SOUTHWEST OF BENCH MARK NO 1 1933, 1.2
 AV0407'FEET NORTH OF A WOODEN WITNESS POST, SET ON A LOW RIDGE, AND
 AV0407'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AV0407'
 AV0407'HACK R.M. 1 - THIS MARK WAS FOUND LEANING ABOUT 45 DEGREES
 AV0407'AND WAS NOT LEVELED OVER BY THIS PARTY.
 AV0407'
 AV0407'HACK R.M. 2 - THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0407'
 AV0407'HACK AZIMUTH - THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0407
 AV0407                          STATION RECOVERY (1965)
 AV0407
 AV0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0407'5.05 MI S FROM CREOLE.
 AV0407'ABOUT 2.75 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT
 AV0407'CREOLE, THENCE 1.7 MILES SOUTH ALONG A PRIVATE TRAIL ROAD, THENCE 0.2
 AV0407'MILE SOUTH ALONG A SMALL LEVEE TO THE MOUTH OF THE CREOLE CANAL AT THE
 AV0407'MERMENTAU RIVER, THENCE ABOUT 0.4 MILE SOUTHWEST ACROSS THE MERMENTAU
 AV0407'RIVER AND LOW SWAMP LAND, ABOUT 0.1 MILE SOUTH OF THE SOUTH BANK OF
 AV0407'THE RIVER, ABOUT 0.2 MILE WEST-SOUTHWEST OF BENCH MARK NO 1 1933, ON A
 AV0407'LOW RIDGE, 1.2 FEET NORTH OF A WOODEN WITNESS POST, AND SET IN THE TOP
 AV0407'OF A CONCRETE POST PROJECTING 4 INCHES.
 AV0407
 AV0407                          STATION RECOVERY (1970)
 AV0407
 AV0407'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (OLM)
 AV0407'RECOVERED BY F. SHUTTS SONS CIVIL ENGINEERS
 AV0407'
 AV0407'HACK 1932-VERY GOOD.  FOR HORZ. AND VERT POSITION
 AV0407'
 AV0407'AZ. MK. 4 IN PIPE (CONC) BRASS SCREW-GOOD
 AV0407'
 AV0407'THE AZ. MK WAS FOUND TO BE N-80 DEG-51-16-W 1117 FT. FROM STA.
 AV0407'HACK MARKER IS IN A LARGE SAND FLAT AND IS IN THE TOP OF SMALL
 AV0407'MOUND COVERED WITH SALT GRASS.  ELEVATION WAS CHECKED AND FOUND
 AV0407'GOOD (HACK) FROM TIDAL STA. 63 NO 1, 2, AND 3 WHICH ARE ALL
 AV0407'IN GOOD CONDITION
 AV0407
 AV0407                          STATION RECOVERY (1979)
 AV0407
 AV0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0407'THE STATION WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 1 WAS
 AV0407'RECOVERED LEANING TO ONE SIDE BUT SOLID. THE MEASUREMENT COMPARED
 AV0407'WITH THE 1932 DATA.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 AV0407'NOT RECOVERED.  A NEW REFERENCE MARK 3 WAS ESTABLISHED.
 AV0407'
 AV0407'THE DISTANCE TO REFERENCE MARK 1 IS 25.237 METERS OR 82.79 FEET,
 AV0407'TO REFERENCE MARK 3 IS 17.933 METERS OR 58.84 FEET, AND BETWEEN
 AV0407'REFERENCE MARKS 1 AND 3 IS 26.836 METERS OR 88.04 FEET.  THE ANGLE
 AV0407'BETWEEN THE REFERENCE MARKS IS 74 DEGREES 44 MINUTES 30.10
 AV0407'SECONDS.
 AV0407'
 AV0407'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF STATE HIGHWAY 82,
 AV0407'1 MILE SOUTH OF THE MOUTH OF THE CREOLE RIVER, 0.15 MILE NORTH
 AV0407'OF THE GULF COAST, ABOUT 200 YARDS SOUTH OF A RIVER, ABOUT 125
 AV0407'YARDS EAST OF A CANAL, ON PROPERTY OF CARTER ESTATE, PERMISSION
 AV0407'TO USE THE STATION WAS GIVEN BY MR. HAROLD CARTER, WHO LIVES
 AV0407'ABOUT 2 MILES EAST OF CREOLE ON THE NORTH SIDE OF COUNTY ROAD
 AV0407'1142.
 AV0407'
 AV0407'THE STATION WAS REACHED BY HELICOPTER FROM THE LAKE CHARLES
 AV0407'AIRPORT.
 AV0407'
 AV0407'THE STATION IS A STANDARD CGS DISK
 AV0407'STAMPED---HACK 1932---,
 AV0407'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 17 CM ON A SIDE
 AV0407'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 AV0407'1.0 FEET NORTH FROM WOODEN WITNESS POST.
 AV0407'
 AV0407'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AV0407'STAMPED---HACK 1932 NO 1---,
 AV0407'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 17 CM ON A SIDE
 AV0407'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 AV0407'83.9 FEET NORTH-NORTHEAST FROM A WOODEN WITNESS POST.
 AV0407'MARK IS LEVEL WITH STATION.
 AV0407'
 AV0407'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AV0407'STAMPED---HACK 1932 NO 3 1979---,
 AV0407'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 14 FEET
 AV0407'INTO THE GROUND AND PROJECTING 28 CM ABOVE THE
 AV0407'GROUND.
 AV0407'IT IS LOCATED
 AV0407'58.7 FEET EAST FROM A WOODEN WITNESS POST.
 AV0407'MARK IS LEVEL WITH STATION.
 AV0407'
 AV0407'A TRIPOD SETUP WAS USED.  NO NEW AZIMUTH MARK WAS ESTABLISHED.
 AV0407'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION
 AV0407'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0886 ***********************************************************************
 AV0886  DESIGNATION -  HACK
 AV0886  PID         -  AV0886
 AV0886  STATE/COUNTY-  LA/CAMERON
 AV0886  USGS QUAD   -  SMITH BAYOU (1982)
 AV0886
 AV0886                         *CURRENT SURVEY CONTROL
 AV0886  ___________________________________________________________________
 AV0886* NAD 83(1992)-  29 44 45.18423(N)    093 42 24.17281(W)     ADJUSTED  
 AV0886* NAVD 88     -         0.6    (meters)       2.     (feet)  VERTCON   
 AV0886  ___________________________________________________________________
 AV0886  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AV0886  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0886
 AV0886  HORZ ORDER  -  SECOND
 AV0886
 AV0886.The horizontal coordinates were established by classical geodetic methods
 AV0886.and adjusted by the National Geodetic Survey in February 1996..
 AV0886
 AV0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0886
 AV0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0886
 AV0886.The geoid height was determined by GEOID03.
 AV0886
 AV0886;                    North         East     Units Scale Factor Converg.
 AV0886;SPC LA S     -   140,476.945   770,451.285   MT  0.99993559   -1 11 12.2
 AV0886;SPC LA S     -   460,881.44  2,527,722.26   sFT  0.99993559   -1 11 12.2
 AV0886;SPC TXSC     - 4,223,546.890 1,111,793.923   MT  0.99988888   +2 35 35.7
 AV0886;SPC TXSC     -13,856,753.42  3,647,610.56   sFT  0.99988888   +2 35 35.7
 AV0886;UTM  15      - 3,290,836.945   431,665.133   MT  0.99965761   -0 21 02.4
 AV0886
 AV0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0886!SPC LA S     -   1.00000413  x   0.99993559  =   0.99993972
 AV0886!SPC TXSC     -   1.00000413  x   0.99988888  =   0.99989301
 AV0886!UTM  15      -   1.00000413  x   0.99965761  =   0.99966174
 AV0886
 AV0886:                Primary Azimuth Mark                     Grid Az
 AV0886:SPC LA S     -  JOHNSONS BAYOU MOBIL OIL MAST            074 30 51.0
 AV0886:SPC TXSC     -  JOHNSONS BAYOU MOBIL OIL MAST            070 44 03.1
 AV0886:UTM  15      -  JOHNSONS BAYOU MOBIL OIL MAST            073 40 41.2
 AV0886
 AV0886|---------------------------------------------------------------------|
 AV0886| PID    Reference Object                     Distance      Geod. Az  |
 AV0886|                                                           dddmmss.s |
 AV0886| AV0877 JOHNSONS BAYOU MOBIL OIL MAST       APPROX. 6.6 KM 0731938.8 |
 AV0886| AV0873 JOHNSONS BAYOU CAMERON TEL MST      APPROX. 7.7 KM 0765331.9 |
 AV0886| AV0868 JOHNSONS BAYOU G AMER OIL MAST      APPROX. 7.7 KM 0800116.8 |
 AV0886| CV9854 HACK AZ MK                                         1002023.3 |
 AV0886| AV0892 SABINE PASS RADIO MAST              APPROX.14.1 KM 2564210.7 |
 AV0886| CV9855 HACK RM 1                            29.975 METERS 25648     |
 AV0886| AV0911 SABINE PASS WATER TANK              APPROX.18.5 KM 2662144.0 |
 AV0886| CV9856 HACK RM 2                            30.077 METERS 34649     |
 AV0886|---------------------------------------------------------------------|
 AV0886
 AV0886                          SUPERSEDED SURVEY CONTROL
 AV0886
 AV0886  NAD 83(1992)-  29 44 45.18418(N)    093 42 24.17285(W) AD(       ) 2
 AV0886  NAD 83(1986)-  29 44 45.20656(N)    093 42 24.15712(W) AD(       ) 2
 AV0886  NAD 27      -  29 44 44.40900(N)    093 42 23.59000(W) AD(       ) 2
 AV0886  NGVD 29 (07/19/86)    0.6    (m)            2.     (f) VERT ANG       
 AV0886
 AV0886.Superseded values are not recommended for survey control.
 AV0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0886.See file dsdata.txt to determine how the superseded data were derived.
 AV0886
 AV0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3166590837(NAD 83)
 AV0886_MARKER: DS = TRIANGULATION STATION DISK
 AV0886_SETTING: 0 = UNSPECIFIED SETTING
 AV0886
 AV0886  HISTORY     - Date     Condition        Report By
 AV0886  HISTORY     - 1923     MONUMENTED       CGS
 AV0886  HISTORY     - 1933     GOOD             CGS
 AV0886  HISTORY     - 1957     GOOD             CGS
 AV0886  HISTORY     - 1963     GOOD             CGS
 AV0886
 AV0886                          STATION DESCRIPTION
 AV0886
 AV0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FSB)
 AV0886'STATION IS ON HARD GRASS-COVERED SANDY SOIL.  IT IS 135
 AV0886'METERS FROM THE HIGH-WATER MARK AND APPROXIMATELY 8.75 MILES
 AV0886'E OF SABINE PASS LIGHTHOUSE.  THERE IS A 100-FOOT HYDROGRAPHIC
 AV0886'SIGNAL BUILT OVER THE STATION.
 AV0886'
 AV0886'STATION AND REFERENCE MARKS ARE SET IN CONCRETE IN THE TOPS
 AV0886'OF AN 8-INCH VITRIFIED SEWER PIPE WHICH PROJECTS ABOUT 10
 AV0886'INCHES ABOVE THE GROUND.
 AV0886'
 AV0886'STATION IS LOCATED IN STRONG SCHEME BY 6 DIRECT AND 6 REVERSE
 AV0886'OBSERVATIONS AND IS SUITABLE FOR BASE END IN STARTING NEW
 AV0886'WORK.
 AV0886'
 AV0886'HEIGHT OF SIGNAL ABOVE STATION MARK - 32.0 METERS.
 AV0886
 AV0886                          STATION RECOVERY (1933)
 AV0886
 AV0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0886'STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARK
 AV0886'NO. 1 FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD
 AV0886'TILE BROKEN AND WAS BADLY BROKEN ALTHOUGH MARK WAS INTACT,
 AV0886'IT WAS COLLARED AND CAPPED WITH CEMENT.
 AV0886'
 AV0886'BEACH IS BUILDING OUT.
 AV0886'
 AV0886'A 36-FOOT SIGNAL WAS BUILT OVER THE STATION WHICH WAS NECESSARY
 AV0886'FOR THE LINE TO JOHNSON BAYOU AND ALSO TO PAT GLENNON BAYOU.
 AV0886
 AV0886                          STATION RECOVERY (1957)
 AV0886
 AV0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0886'STATION AND R.M.S NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 AV0886'CONDITION.  THE RECOVERY NOTE BY E.R. MC C. IS ADEQUATE
 AV0886'WITH THE FOLLOWING EXCEPTIONS--
 AV0886'
 AV0886'THE STATION IS NOW ABOUT 1000 FEET FROM THE M.H.W.L.
 AV0886
 AV0886                          STATION RECOVERY (1963)
 AV0886
 AV0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0886'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 AV0886'RECOVERED AS DESCRIBED IN 1933, AN AZIMUTH MARK WAS ESTABLISHED
 AV0886'AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 1 AND REFERENCE
 AV0886'MARK 2 CHECKED, THE DIRECTION TO REFERENCE MARK 2 CHECKED,
 AV0886'A DIFFERENCE OF 1-39.4 LOWER WAS FOUND IN THE DIRECTION
 AV0886'REFERENCE MARK 1.
 AV0886'
 AV0886'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH-SOUTHWEST OF
 AV0886'JOHNSONS BAYOU SCHOOL, ABOUT 15 MILES WEST OF HOLLY BEACH,
 AV0886'ABOUT 12 MILES EAST OF SABINE PASS AND 0.2 MILE NORTH OF THE
 AV0886'GULF.
 AV0886'
 AV0886'THE STATION IS ON LAND LEASED BY MR. BABE TRAHAN, WHO LIVES
 AV0886'AT THE HOUSE WHERE LEAVING THE HIGHWAY ENROUTE TO THE STATION.
 AV0886'
 AV0886'TO REACH THE STATION FROM JOHNSONS BAYOU SCHOOL, GO EASTERLY
 AV0886'ON STATE HIGHWAY 82 FOR 1.1 MILES TO A BOARD GATE AND BRIDGE
 AV0886'ON THE RIGHT JUST AFTER PASSING THE FARM HOUSE ON THE LEFT,
 AV0886'THE GATE AND BRIDGE IS ABOUT 100 FEET OFF THE ROAD.  THIS
 AV0886'IS END OF TRUCK TRAVEL IN WET WEATHER SEASON.  WITH A FOUR
 AV0886'WHEEL DRIVE TRUCK GO THROUGH GATE AND GO SOUTHERLY ON THE
 AV0886'TRACK ROAD FOR 0.65 MILE TO AN EAST-WEST TRACK ROAD ON THE
 AV0886'SOUTH SIDE OF THE WOODS, HERE BEAR LEFT AND FOLLOW THE TRACK
 AV0886'ROAD EAST AND SOUTHERLY FOR ABOUT 1.0 MILE TO THE SHORE
 AV0886'LINE AND A DRAINAGE OR CREEK ON THE LEFT, TURN RIGHT
 AV0886'AND GO WESTERLY ALONG THE SHORE FOR 1.7 MILES, TURN RIGHT
 AV0886'(NORTH) FOR 0.1 MILE TO A TELEPHONE LINE, CONTINUE NORTH
 AV0886'FOR 0.1 TO THE STATION.  TO REACH THE AZIMUTH MARK
 AV0886'FROM THE STATION, GO SOUTH FOR 0.1 MILE TO THE
 AV0886'TELEPHONE LINE, TURN LEFT AND GO EAST FOR 0.3 MILE TO
 AV0886'POLE NO. 2705 AND AZIMUTH MARK.
 AV0886'
 AV0886'STATION MARK, IS A STANDARD STATION DISK SET IN A 12 INCH
 AV0886'ROUND CONCRETE FILLED TILE WHICH PROJECTS ABOUT 10 INCHES
 AV0886'ABOVE THE GROUND, NO STAMPING ON THE DISK.  THE MARK IS 8
 AV0886'FEET EAST OF THE STANDARD CREOSOTE WITNESS POST.
 AV0886'
 AV0886'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 AV0886'OF A 12 INCH ROUND CONCRETE FILLED TILE WHICH PROJECTS ABOUT
 AV0886'10 INCHES ABOVE THE GROUND, NO STAMPING ON THE DISK.  THE
 AV0886'MARK IS 90 FEET WEST OF THE WITNESS POST.
 AV0886'
 AV0886'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 AV0886'OF A 12 INCH ROUND CONCRETE FILLED TILE WHICH IS FLUSH WITH
 AV0886'THE GROUND, NO STAMPING ON THE DISK.  THE MARK IS 99 FEET
 AV0886'NORTH OF THE WITNESS POST.
 AV0886'
 AV0886'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 AV0886'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 AV0886'ABOVE THE GROUND AND STAMPED HACK 1963.  THE MARK IS 2 FEET
 AV0886'NORTHEAST OF TELEPHONE POLE NO. 2705.
 AV0886'
 AV0886'HEIGHT OF LIGHT ABOVE STATION MARK 13.96 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2703 ***********************************************************************
 AU2703  DESIGNATION -  HACK
 AU2703  PID         -  AU2703
 AU2703  STATE/COUNTY-  LA/ORLEANS
 AU2703  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2703
 AU2703                         *CURRENT SURVEY CONTROL
 AU2703  ___________________________________________________________________
 AU2703* NAD 83(1992)-  29 55 29.19072(N)    090 01 14.42966(W)     ADJUSTED  
 AU2703* NAVD 88     -        -1.2  **(meters)      -4.   **(feet)  VERTCON   
 AU2703  **This station is located in a subsidence area (see below).
 AU2703  ___________________________________________________________________
 AU2703  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU2703  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU2703
 AU2703  HORZ ORDER  -  SECOND
 AU2703
 AU2703.The horizontal coordinates were established by classical geodetic methods
 AU2703.and adjusted by the National Geodetic Survey in January 1993..
 AU2703
 AU2703 ** The orthometric height has not been validated since last determined
 AU2703 ** by differential leveling and should not be used for control purposes.
 AU2703 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2703 ** area with valid NAVD 88 orthometric heights.
 AU2703 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2703 ** epoch indicated which incorporates improved geoid heights for the
 AU2703 ** Southern Louisiana Subsidence area.
 AU2703 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2703
 AU2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2703
 AU2703.The geoid height was determined by GEOID03.
 AU2703
 AU2703;                    North         East     Units Scale Factor Converg.
 AU2703;SPC LA S     -   158,654.143 1,126,736.870   MT  0.99992662   +0 39 22.8
 AU2703;SPC LA S     -   520,517.80  3,696,635.88   sFT  0.99992662   +0 39 22.8
 AU2703;UTM  15      - 3,314,182.638   787,631.056   MT  1.00062087   +1 29 14.3
 AU2703;UTM  16      - 3,314,287.056   208,375.078   MT  1.00064942   -1 30 28.7
 AU2703
 AU2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2703!SPC LA S     -   1.00000426  x   0.99992662  =   0.99993088
 AU2703!UTM  15      -   1.00000426  x   1.00062087  =   1.00062514
 AU2703!UTM  16      -   1.00000426  x   1.00064942  =   1.00065369
 AU2703
 AU2703:                Primary Azimuth Mark                     Grid Az
 AU2703:SPC LA S     -  HACK AZ MK                               091 48 13.1
 AU2703:UTM  15      -  HACK AZ MK                               090 58 21.6
 AU2703:UTM  16      -  HACK AZ MK                               093 58 04.6
 AU2703
 AU2703|---------------------------------------------------------------------|
 AU2703| PID    Reference Object                     Distance      Geod. Az  |
 AU2703|                                                           dddmmss.s |
 AU2703| DD7180 HACK AZ MK                                         0922735.9 |
 AU2703| DD7181 HACK RM 2                            16.102 METERS 12859     |
 AU2703| AU2712 NEW ORLEANS TV STA WGNO TOWER       APPROX. 4.9 KM 3025634.7 |
 AU2703| AU2704 HACK LDH 1972 RM 1                   11.400 METERS 34454     |
 AU2703|---------------------------------------------------------------------|
 AU2703
 AU2703                          SUPERSEDED SURVEY CONTROL
 AU2703
 AU2703  NAD 83(1986)-  29 55 29.20443(N)    090 01 14.42918(W) AD(       ) 2
 AU2703  NAD 27      -  29 55 28.46818(N)    090 01 14.17506(W) AD(       ) 2
 AU2703  NGVD 29 (07/19/86)   -1.1    (m)           -4.     (f) VERT ANG       
 AU2703
 AU2703.Superseded values are not recommended for survey control.
 AU2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2703.See file dsdata.txt to determine how the superseded data were derived.
 AU2703
 AU2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8763114183(NAD 83)
 AU2703_MARKER: DD = SURVEY DISK
 AU2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2703
 AU2703  HISTORY     - Date     Condition        Report By
 AU2703  HISTORY     - 1972     MONUMENTED       LADH
 AU2703
 AU2703                          STATION DESCRIPTION
 AU2703
 AU2703'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2703'THE STATION IS LOCATED 4 MILES SOUTHEAST OF DOWNTOWN NEW ORLEANS,
 AU2703'3 MILES SOUTHWEST OF CHALMETTE AND 5 MILES NORTHWEST OF BELLE
 AU2703'CHASSE, IN THE SOUTHWEST QUARTER OF SECTION 17, T13S, R24E, AND ON
 AU2703'THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2703'
 AU2703'TO REACH THE STATION FROM THE INTERSECTION AT GENERAL DEGAULLE DRIVE
 AU2703'AND THE WEST BANK EXPRESSWAY IN ALGIERS, GO SOUTHEAST ALONG GENERAL
 AU2703'DEGAULLE DRIVE FOR 1.7 MILES TO THE INTERSECTION AT MCARTHUR
 AU2703'BOULEVARD.  THE STATION IS SET JUST NORTH AND WEST OF THIS
 AU2703'INTERSECTION IN THE MEDIAN OF GENERAL DEGAULLE DRIVE NEAR LIGHT
 AU2703'STANDARD NO. 94.
 AU2703'
 AU2703'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST ALONG
 AU2703'MCARTHUR BOULEVARD FOR 0.34 MILE.  THE MARK IS SET ON THE LEFT AND
 AU2703'EAST OF THE SOUTH BOUND LANE IN THE MEDIAN NEAR A LIGHT STANDARD
 AU2703'AND A DRAIN.
 AU2703'
 AU2703'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2703'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2703'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU2703'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2703'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU2703'STAMPED HACK 1972.  THE MARK IS 66 FEET WEST OF LIGHT STANDARD NO.
 AU2703'94, 64 FEET WEST OF THE NORTH BOUND LANE ON GENERAL DEGAULLE DRIVE,
 AU2703'57 FEET SOUTH OF THE EAST END OF A WATER LINE OVER A CANAL, 21 FEET
 AU2703'SOUTHEAST OF A 20-INCH HACKBERRY TREE, AND 2.5 FEET NORTH-NORTHEAST
 AU2703'OF A METAL WITNESS POST AND SIGN.
 AU2703'
 AU2703'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2703'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2703'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2703'STAMPED HACK R.M. 1 1972.  IT IS 57 FEET SOUTHEAST OF THE EAST END
 AU2703'OF A WATER LINE OVER A CANAL, 47 FEET EAST OF A 20-INCH HACKBERRY
 AU2703'TREE, 37 FEET WEST-NORTHWEST OF THE CENTER OF THE NORTH BOUND LANE
 AU2703'ON GENERAL DEGAULLE DRIVE, AND 28 FEET WEST OF LIGHT STANDARD
 AU2703'NO. 94.
 AU2703'
 AU2703'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2703'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2703'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2703'STAMPED HACK R.M. 2 1972.  IT IS 113 FEET SOUTHWEST OF LIGHT
 AU2703'STANDARD NO. 94, 72 FEET WEST-NORTHWEST OF THE CENTER OF THE NORTH
 AU2703'BOUND LANE ON GENERAL DEGAULLE DRIVE, 69 FEET NORTHWEST OF LIGHT
 AU2703'STANDARD NO. 93, AND 63 FEET SOUTH-SOUTHWEST OF A 20-INCH HACKBERRY
 AU2703'TREE.
 AU2703'
 AU2703'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2703'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2703'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2703'STAMPED HACK AZ. MK. 1972.  IT IS 52 FEET EAST OF THE SOUTH BOUND
 AU2703'LANE ON MCARTHUR BOULEVARD, 47 FEET NORTH OF A LIGHT STANDARD, 26
 AU2703'FEET NORTHEAST OF A 24-INCH DRAIN, 17 FEET WEST OF THE CENTER OF
 AU2703'THE NORTH BOUND LANE ON MCARTHUR BOULEVARD, AND 1.5 FEET NORTH OF A
 AU2703'METAL WITNESS POST AND SIGN.
 AU2703'
 AU2703'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2906 ***********************************************************************
 AU2906  DESIGNATION -  HACKBERRY 3
 AU2906  PID         -  AU2906
 AU2906  STATE/COUNTY-  LA/LAFOURCHE
 AU2906  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2906
 AU2906                         *CURRENT SURVEY CONTROL
 AU2906  ___________________________________________________________________
 AU2906* NAD 83(1992)-  29 23 20.59430(N)    090 03 20.60484(W)     ADJUSTED  
 AU2906* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 AU2906  **This station is located in a subsidence area (see below).
 AU2906  ___________________________________________________________________
 AU2906  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AU2906  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AU2906
 AU2906  HORZ ORDER  -  SECOND
 AU2906
 AU2906.The horizontal coordinates were established by classical geodetic methods
 AU2906.and adjusted by the National Geodetic Survey in January 1993..
 AU2906
 AU2906 ** The orthometric height has not been validated since last determined
 AU2906 ** by differential leveling and should not be used for control purposes.
 AU2906 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2906 ** area with valid NAVD 88 orthometric heights.
 AU2906 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2906 ** epoch indicated which incorporates improved geoid heights for the
 AU2906 ** Southern Louisiana Subsidence area.
 AU2906 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2906
 AU2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2906
 AU2906.The geoid height was determined by GEOID03.
 AU2906
 AU2906;                    North         East     Units Scale Factor Converg.
 AU2906;SPC LA S     -    99,239.796 1,124,015.115   MT  0.99998234   +0 38 19.8
 AU2906;SPC LA S     -   325,589.23  3,687,706.26   sFT  0.99998234   +0 38 19.8
 AU2906;UTM  15      - 3,254,695.804   785,757.535   MT  1.00060772   +1 26 45.1
 AU2906;UTM  16      - 3,254,974.126   203,420.678   MT  1.00068550   -1 30 02.4
 AU2906
 AU2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2906!SPC LA S     -   1.00000368  x   0.99998234  =   0.99998602
 AU2906!UTM  15      -   1.00000368  x   1.00060772  =   1.00061140
 AU2906!UTM  16      -   1.00000368  x   1.00068550  =   1.00068918
 AU2906
 AU2906|---------------------------------------------------------------------|
 AU2906| PID    Reference Object                     Distance      Geod. Az  |
 AU2906|                                                           dddmmss.s |
 AU2906| DD7185 HACKBERRY 3 RM OLD                   25.075 METERS 03722     |
 AU2906| AT1219 BRD                                 APPROX.12.1 KM 1234612.8 |
 AU2906| DD7183 HACKBERRY 3 RM 1                     22.180 METERS 15522     |
 AU2906| DD7182 HACKBERRY 4 AZ MK                                  2150713.4 |
 AU2906| DD7184 HACKBERRY 3 RM 2                     26.588 METERS 23910     |
 AU2906| AU2935 LON                                 APPROX.11.0 KM 2561558.3 |
 AU2906| AU2905 HACKBERRY 4                          31.269 METERS 28010     |
 AU2906|---------------------------------------------------------------------|
 AU2906
 AU2906                          SUPERSEDED SURVEY CONTROL
 AU2906
 AU2906  NAD 83(1986)-  29 23 20.60853(N)    090 03 20.61265(W) AD(       ) 2
 AU2906  NAD 27      -  29 23 19.80700(N)    090 03 20.34700(W) AD(       ) 2
 AU2906  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 AU2906
 AU2906.Superseded values are not recommended for survey control.
 AU2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2906.See file dsdata.txt to determine how the superseded data were derived.
 AU2906
 AU2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8575854696(NAD 83)
 AU2906_MARKER: DS = TRIANGULATION STATION DISK
 AU2906_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2906_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2906
 AU2906  HISTORY     - Date     Condition        Report By
 AU2906  HISTORY     - 1934     MONUMENTED       CGS
 AU2906  HISTORY     - 1952     GOOD             CGS
 AU2906  HISTORY     - 1955     GOOD             CGS
 AU2906  HISTORY     - 1966     GOOD             CGS
 AU2906
 AU2906                          STATION DESCRIPTION
 AU2906
 AU2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2906'ON THE SW SHORE OF HACKBERRY BAY CLOSE TO THE LOCATION OF
 AU2906'STATION HACKBERRY 2 (NOW LOST) AND 31 METERS (100 FEET) FROM
 AU2906'THE HIGH-WATER LINE.  A SMALL BAYOU SWINGS AROUND FROM ABOUT
 AU2906'400 METERS (1,300 FEET) S OF THE STATION TO ABOUT 300 METERS
 AU2906'(1,000 FEET) W OF THE STATION.  STATION AND REFERENCE MARKS
 AU2906'ARE STANDARD BRONZE DISKS SET IN CONCRETE IN THE TOP OF
 AU2906'TILE.  REFERENCE MARK NO.
 AU2906'1 IS 22.180 METERS (72.77 FEET) FROM THE STATION S 24 DEG
 AU2906'38 MIN E.  REFERENCE MARK NO. 2 IS 26.593 METERS (87.25
 AU2906'FEET) FROM THE STATION S 59 DEG 03 MIN W.  A RUSTED
 AU2906'2-INCH PIPE PROJECTING A FEW INCHES ABOVE THE GROUND AND
 AU2906'SURROUNDED BY A SQUARE COLLAR OF CONCRETE (BELIEVED TO BE
 AU2906'A REFERENCE MARK OF HACKBERRY 2), IS 25.075 METERS (82.27
 AU2906'FEET) FROM THE STATION N 37 DEG 22 MIN E.
 AU2906
 AU2906                          STATION RECOVERY (1952)
 AU2906
 AU2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2906'STATION AND REFERENCE MARKS WERE RECOVERED.  THE DISTANCES
 AU2906'TO THE REFERENCE MARKS WERE CHECKED AND WERE FOUND TO BE
 AU2906'CORRECT.  THE PUBLISHED DESCRIPTION IS INADEQUATE, A NEW
 AU2906'DESCRIPTION FOLLOWS--
 AU2906'
 AU2906'STATION IS LOCATED ON THE SW SHORE OF HACKBERRY BAY, ABOUT
 AU2906'580 FT. N OF A SMALL BAYOU RUNNING NW, ABOUT 450 FT. S OF
 AU2906'A SMALL DREDGED CUT RUNNING SW, 61 FT. W OF THE MEAN
 AU2906'HIGH-WATERLINE, AND UNDER A 10-FT. STAND.  IT IS A STANDARD DISK,
 AU2906'STAMPED HACKBERRY 3 1934 AND SET IN A CONCRETE-FILLED
 AU2906'TILE PROJECTING 2 IN. ABOVE THE GROUND.
 AU2906'
 AU2906'REFERENCE MARK 1 IS IN A SMALL CUT, AND 6 IN. E OF A 4- BY
 AU2906'4-IN. WHITE WOODEN WITNESS POST.  IT IS A STANDARD DISK,
 AU2906'STAMPED NO 1 1934 AND SET IN A CONCRETE-FILLED TILE PROJECTING
 AU2906'ABOUT 1-1/2 FT. ABOVE THE GROUND.
 AU2906'
 AU2906'REFERENCE MARK 2 IS 94 FT. W OF THE MEAN HIGH-WATERLINE OF
 AU2906'A SMALL CUT, AND 6 IN. W OF A 4- BY 4-IN. WHITE WOODEN
 AU2906'WITNESS POST.  IT IS A STANDARD DISK, STAMPED NO 2 1934
 AU2906'AND SET IN A CONCRETE-FILLED TILE PROJECTING 4 IN. ABOVE
 AU2906'THE GROUND.
 AU2906
 AU2906                          STATION RECOVERY (1955)
 AU2906
 AU2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AU2906'THE STATION MARK WAS RECOVERED AS DESCRIBED, EXCEPT THAT
 AU2906'IT IS NOW ABOUT 20 YD. FROM THE HIGH-WATERLINE RATHER THAN
 AU2906'31 M. AS PREVIOUSLY STATED.  THE MARK IS 8 IN. IN DIAMETER
 AU2906'AND PROJECTS 1 IN. ABOVE THE SURFACE OF THE GROUND.
 AU2906'
 AU2906'REFERENCE MARK 1 IS NOW IN WATER THAT IS ABOUT 18 IN. DEEP.
 AU2906'THE DISK IS SET IN A 6- BY 9-IN. BLOCK OF CONCRETE THAT
 AU2906'PROJECTS 10. IN. ABOVE THE SURFACE OF THE WATER.  THE MARK
 AU2906'IS ABOUT 3 FT. E OF THE SHORELINE.
 AU2906'
 AU2906'REFERENCE MARK 2 IS IN A 6- BY 9-IN. BLOCK OF CONCRETE THAT
 AU2906'PROJECTS 3 IN. ABOVE THE SURFACE OF THE GROUND.  IT IS 1
 AU2906'FT. E OF A WHITE WITNESS POST.
 AU2906
 AU2906                          STATION RECOVERY (1966)
 AU2906
 AU2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2906'STATION MARK WAS RECOVERED AND IN FAIR CONDITION.  THE STATION
 AU2906'IS NOW ABOUT 10 FEET OFFSHORE IN ABOUT 3 FEET OF WATER AND
 AU2906'IS IN THE PROCESS OF BEING LOST DUE TO EROSION.  AT THE
 AU2906'PRESENT TIME THERE IS A 25 FOOT PLATFORM OVER THE STATION.
 AU2906'REFERENCE MARK 2 WAS RECOVERED AND IN GOOD CONDITION.  REFERENCE
 AU2906'MARK 1 WAS FOUND TO HAVE BEEN DESTROYED.  THE DISTANCE TO
 AU2906'REFERENCE MARK 2 CHECKED.  A NEW STATION, REFERENCE MARK
 AU2906'3 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 AU2906'
 AU2906'NOTE--SEE HACKBERRY 4 1966 FOR A COMPLETE NEW DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2905 ***********************************************************************
 AU2905  DESIGNATION -  HACKBERRY 4
 AU2905  PID         -  AU2905
 AU2905  STATE/COUNTY-  LA/LAFOURCHE
 AU2905  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2905
 AU2905                         *CURRENT SURVEY CONTROL
 AU2905  ___________________________________________________________________
 AU2905* NAD 83(1992)-  29 23 20.77344(N)    090 03 21.74630(W)     ADJUSTED  
 AU2905* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2905  **This station is located in a subsidence area (see below).
 AU2905  ___________________________________________________________________
 AU2905  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AU2905  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AU2905
 AU2905  HORZ ORDER  -  SECOND
 AU2905
 AU2905.The horizontal coordinates were established by classical geodetic methods
 AU2905.and adjusted by the National Geodetic Survey in January 1993..
 AU2905
 AU2905 ** The orthometric height has not been validated since last determined
 AU2905 ** by differential leveling and should not be used for control purposes.
 AU2905 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2905 ** area with valid NAVD 88 orthometric heights.
 AU2905 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2905 ** epoch indicated which incorporates improved geoid heights for the
 AU2905 ** Southern Louisiana Subsidence area.
 AU2905 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2905.The orthometric height was scaled from a topographic map.
 AU2905
 AU2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2905
 AU2905.The geoid height was determined by GEOID03.
 AU2905
 AU2905;                    North         East     Units Scale Factor Converg.
 AU2905;SPC LA S     -    99,244.968 1,123,984.277   MT  0.99998234   +0 38 19.2
 AU2905;SPC LA S     -   325,606.20  3,687,605.08   sFT  0.99998234   +0 38 19.2
 AU2905;UTM  15      - 3,254,700.544   785,726.608   MT  1.00060750   +1 26 44.5
 AU2905;UTM  16      - 3,254,980.451   203,390.033   MT  1.00068573   -1 30 02.9
 AU2905
 AU2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2905!SPC LA S     -   1.00000383  x   0.99998234  =   0.99998617
 AU2905!UTM  15      -   1.00000383  x   1.00060750  =   1.00061133
 AU2905!UTM  16      -   1.00000383  x   1.00068573  =   1.00068957
 AU2905
 AU2905|---------------------------------------------------------------------|
 AU2905| PID    Reference Object                     Distance      Geod. Az  |
 AU2905|                                                           dddmmss.s |
 AU2905| AU2906 HACKBERRY 3                          31.269 METERS 10010     |
 AU2905| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX.18.0 KM 1552936.9 |
 AU2905| DD7184 HACKBERRY 3 RM 2                     20.724 METERS 15726     |
 AU2905| DD7182 HACKBERRY 4 AZ MK                                  2123405.9 |
 AU2905| DD7186 HACKBERRY 4 RM 3                     14.862 METERS 25920     |
 AU2905|---------------------------------------------------------------------|
 AU2905
 AU2905                          SUPERSEDED SURVEY CONTROL
 AU2905
 AU2905  NAD 83(1986)-  29 23 20.78768(N)    090 03 21.75409(W) AD(       ) 2
 AU2905  NAD 27      -  29 23 19.98620(N)    090 03 21.48840(W) AD(       ) 2
 AU2905
 AU2905.Superseded values are not recommended for survey control.
 AU2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2905.See file dsdata.txt to determine how the superseded data were derived.
 AU2905
 AU2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8572754701(NAD 83)
 AU2905_MARKER: DS = TRIANGULATION STATION DISK
 AU2905_SETTING: 0 = UNSPECIFIED SETTING
 AU2905
 AU2905  HISTORY     - Date     Condition        Report By
 AU2905  HISTORY     - 1966     MONUMENTED       CGS
 AU2905
 AU2905                          STATION DESCRIPTION
 AU2905
 AU2905'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2905'STATION IS ABOUT 11 MILES NORTH-NORTHWEST OF GRAND ISLE,
 AU2905'4 MILES WEST OF THE BARATARIA WATERWAY, 1 MILE SOUTHEAST OF
 AU2905'LIVE OAK 3 BAY, IN MARSHLAND ON THE SOUTHWEST SHORE OF
 AU2905'HACKBERRY BAY.
 AU2905'
 AU2905'STATION MARK, A STANDARD DISK STAMPED HACKBERRY 4 1966, IS
 AU2905'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD
 AU2905'32 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 AU2905'WHICH PROJECTS 2 FEET.  IT IS 102 FEET WEST OF THE CENTER
 AU2905'OF A PLATFORM ABOUT 25 FEET HIGH, 75 FEET WEST OF THE WATERS
 AU2905'EDGE AND 3.5 FEET EAST OF A METAL WITNESS POST.
 AU2905'
 AU2905'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NO 2 1934, IS
 AU2905'SET IN THE TOP OF AN 8 INCH TERRACOTTA TILE WHICH IS 4 INCHES
 AU2905'BELOW THE GROUND SURFACE.  IT IS 35 FEET WEST OF THE WATERS
 AU2905'EDGE AND 4 INCHES NORTHWEST OF A METAL WITNESS POST.
 AU2905'
 AU2905'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HACKBERRY 4
 AU2905'NO 3 1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD
 AU2905'GROUND ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG
 AU2905'PIPE WHICH PROJECTS 2 FEET.  IT IS 45.9 FEET WEST OF THE METAL
 AU2905'WITNESS POST AND 6 INCHES EAST OF A METAL WITNESS POST.
 AU2905'
 AU2905'AZIMUTH MARK, A STANDARD DISK STAMPED HACKBERRY 4 1966,
 AU2905'IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD
 AU2905'32 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 AU2905'WHICH PROJECTS 2.5 FEET.  IT IS LOCATED ABOUT 0.5 MILE
 AU2905'SOUTH-SOUTHWEST OF THE STATION AND ON THE NORTH SIDE OF A
 AU2905'CANAL.  IT IS ABOUT 250 FEET WEST OF A HOUSE, 65 FEET NORTH
 AU2905'OF A CANAL, 30 FEET SOUTH OF A DRAINAGE DITCH AND 6 INCHES
 AU2905'NORTH OF A METAL WITNESS POST.
 AU2905'
 AU2905'NOTE--THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT.
 AU2905'
 AU2905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0808 ***********************************************************************
 AV0808  DESIGNATION -  HACKBERRY CATHOLIC CHURCH
 AV0808  PID         -  AV0808
 AV0808  STATE/COUNTY-  LA/CAMERON
 AV0808  USGS QUAD   -  HACKBERRY (1982)
 AV0808
 AV0808                         *CURRENT SURVEY CONTROL
 AV0808  ___________________________________________________________________
 AV0808* NAD 83(1992)-  29 59 09.35063(N)    093 22 03.90693(W)     ADJUSTED  
 AV0808* NAVD 88     -                                                        
 AV0808  **This station is located in a subsidence area (see below).
 AV0808  ___________________________________________________________________
 AV0808  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0808  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AV0808
 AV0808  HORZ ORDER  -  THIRD
 AV0808
 AV0808.The horizontal coordinates were established by classical geodetic methods
 AV0808.and adjusted by the National Geodetic Survey in January 1993..
 AV0808
 AV0808 ** The orthometric height has not been validated since last determined
 AV0808 ** by differential leveling and should not be used for control purposes.
 AV0808 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0808 ** area with valid NAVD 88 orthometric heights.
 AV0808 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0808 ** epoch indicated which incorporates improved geoid heights for the
 AV0808 ** Southern Louisiana Subsidence area.
 AV0808 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0808
 AV0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0808
 AV0808.The geoid height was determined by GEOID03.
 AV0808
 AV0808;                    North         East     Units Scale Factor Converg.
 AV0808;SPC LA S     -   166,449.495   803,703.719   MT  0.99992578   -1 01 02.0
 AV0808;SPC LA S     -   546,093.05  2,636,817.95   sFT  0.99992578   -1 01 02.0
 AV0808;UTM  15      - 3,317,283.264   464,526.053   MT  0.99961553   -0 11 01.7
 AV0808
 AV0808                          SUPERSEDED SURVEY CONTROL
 AV0808
 AV0808  NAD 83(1986)-  29 59 09.37597(N)    093 22 03.89365(W) AD(       ) 4
 AV0808  NAD 27      -  29 59 08.60600(N)    093 22 03.33500(W) AD(       ) 3
 AV0808
 AV0808.Superseded values are not recommended for survey control.
 AV0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0808.See file dsdata.txt to determine how the superseded data were derived.
 AV0808
 AV0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6452617283(NAD 83)
 AV0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0808+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AV0808
 AV0808  HISTORY     - Date     Condition        Report By
 AV0808  HISTORY     - 1932     FIRST OBSERVED   CGS
 AV0808  HISTORY     - 1947     GOOD             CGS
 AV0808  HISTORY     - 20040108 GOOD             USPSQD
 AV0808  HISTORY     - 20050615 GOOD             USPSQD
 AV0808
 AV0808                          STATION DESCRIPTION
 AV0808
 AV0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0808'CROSS ON TOP OF HACKBERRY CATHOLIC CHURCH.  STATION NOT VISITED.
 AV0808
 AV0808                          STATION RECOVERY (1947)
 AV0808
 AV0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0808'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AV0808
 AV0808                          STATION RECOVERY (2004)
 AV0808
 AV0808'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 AV0808'RECOVERED IN GOOD CONDITION.
 AV0808
 AV0808                          STATION RECOVERY (2005)
 AV0808
 AV0808'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 AV0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3133 ***********************************************************************
 CP3133  DESIGNATION -  HACKBERRY RESET
 CP3133  PID         -  CP3133
 CP3133  STATE/COUNTY-  LA/MOREHOUSE
 CP3133  USGS QUAD   -  IRWIN LAKE (1982)
 CP3133
 CP3133                         *CURRENT SURVEY CONTROL
 CP3133  ___________________________________________________________________
 CP3133* NAD 83(1992)-  32 34 55.24184(N)    091 49 33.05865(W)     ADJUSTED  
 CP3133* NAVD 88     -        22.84   (+/-2cm)      74.9    (feet)  VERTCON   
 CP3133  ___________________________________________________________________
 CP3133  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CP3133  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP3133
 CP3133  HORZ ORDER  -  FIRST
 CP3133  VERT ORDER  -  THIRD ? (See Below)
 CP3133
 CP3133.The horizontal coordinates were established by classical geodetic methods
 CP3133.and adjusted by the National Geodetic Survey in January 1993..
 CP3133
 CP3133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3133.The vertical order pertains to the NGVD 29 superseded value.
 CP3133
 CP3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3133
 CP3133.The geoid height was determined by GEOID03.
 CP3133
 CP3133;                    North         East     Units Scale Factor Converg.
 CP3133;SPC LA N     -   231,045.824 1,063,295.346   MT  0.99998179   +0 21 23.1
 CP3133;SPC LA N     -   758,022.84  3,488,494.81   sFT  0.99998179   +0 21 23.1
 CP3133;UTM  15      - 3,605,558.380   610,201.764   MT  0.99974975   +0 37 56.5
 CP3133
 CP3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3133!SPC LA N     -   1.00000049  x   0.99998179  =   0.99998228
 CP3133!UTM  15      -   1.00000049  x   0.99974975  =   0.99975024
 CP3133
 CP3133|---------------------------------------------------------------------|
 CP3133| PID    Reference Object                     Distance      Geod. Az  |
 CP3133|                                                           dddmmss.s |
 CP3133| CY3713 HACKBERRY RM 1                       48.338 METERS 07855     |
 CP3133| CP3137 HACKBERRY RM 3                       23.991 METERS 17636     |
 CP3133| CY3711 HACKBERRY AZ MK                                    1820719.9 |
 CP3133| CY3712 HACKBERRY AZ MK 2                                  1824504.1 |
 CP3133| CP3041 FORT WORTH ATLANTA AWY BCN 32       APPROX.10.4 KM 1962108.2 |
 CP3133| CQ2662 MONROE FRANCIS HOTEL BN LT ROD      APPROX.28.7 KM 2520005.9 |
 CP3133| CY3714 HACKBERRY RM 2                       58.583 METERS 31741     |
 CP3133| CP3129 COLLINSTON MUNICIPAL TANK           APPROX.12.6 KM 3403658.3 |
 CP3133|---------------------------------------------------------------------|
 CP3133
 CP3133                          SUPERSEDED SURVEY CONTROL
 CP3133
 CP3133  NAD 83(1986)-  32 34 55.25431(N)    091 49 33.05148(W) AD(       ) 1
 CP3133  NAD 27      -  32 34 54.75000(N)    091 49 32.59600(W) AD(       ) 1
 CP3133  NGVD 29 (07/19/86)   22.89   (m)           75.1    (f) LEVELING    3  
 CP3133
 CP3133.Superseded values are not recommended for survey control.
 CP3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3133.See file dsdata.txt to determine how the superseded data were derived.
 CP3133
 CP3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1020205558(NAD 83)
 CP3133_MARKER: DS = TRIANGULATION STATION DISK
 CP3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3133
 CP3133  HISTORY     - Date     Condition        Report By
 CP3133  HISTORY     - 1970     MONUMENTED       NGS
 CP3133  HISTORY     - 1978     MARK NOT FOUND   NGS
 CP3133  HISTORY     - 1978     GOOD             NGS
 CP3133
 CP3133                          STATION DESCRIPTION
 CP3133
 CP3133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3133'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF COLLINSTON,
 CP3133'8 MILES NORTHWEST OF RAYVILLE, 4 MILES SOUTHWEST OF OAK
 CP3133'RIDGE AND ON LAND OWNED BY THE TRAVEL REST CHURCH, MRS. MATTIE
 CP3133'GIVENS, POST OFFICE BOX 47, OAK RIDGE, LOUISIANA.
 CP3133'
 CP3133'THE STATION SURFACE DISK WAS DESTROYED.  THE UNDERGROUND
 CP3133'STATION DISK WAS RECOVERED AND FOUND IN GOOD CONDITION AND
 CP3133'A NEW SURFACE DISK WAS ESTABLISHED AT THIS DATE.  REFERENCE
 CP3133'MARK 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 CP3133'MARK 2 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.  A NEW
 CP3133'REFERENCE MARK AND AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 CP3133'DATE.
 CP3133'
 CP3133'THE DISTANCE TO REFERENCE MARK 1 CHECKED THE 1939 MEASUREMENT
 CP3133'ADEQUATELY.
 CP3133'
 CP3133'DUE TO THE STATION MARK BEING TOO CLOSE TO THE DRIVEWAY
 CP3133'LEADING TO THE CHURCH A TOWER WAS ERECTED OVER REFERENCE
 CP3133'MARK 3 AND ALL HORIZONTAL DIRECTION OBSERVED.
 CP3133'
 CP3133'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 CP3133'HACKBERRY 1939 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3133'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 CP3133'IT IS 78 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 CP3133'THE CHURCH, 49 FEET EAST-NORTHEAST OF THE CENTER OF A PAVED
 CP3133'ROAD AND 14 FEET NORTH-NORTHWEST OF THE CENTER OF THE DRIVEWAY.
 CP3133'THE UNDERGROUND DISK IS STAMPED HACKBERRY 1939, SET IN THE
 CP3133'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CP3133'GROUND SURFACE.
 CP3133'
 CP3133'REFERENCE MARK 1, A STANDARD DISK STAMPED HACKBERRY NO 1
 CP3133'1939, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CP3133'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 67
 CP3133'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 25
 CP3133'FEET NORTH-NORTHEAST OF A 30-INCH OAK TREE, 14 FEET SOUTH
 CP3133'OF THE CENTER OF A FIELD ROAD AND 4 FEET SOUTHWEST OF A
 CP3133'POWERLINE POLE.
 CP3133'
 CP3133'REFERENCE MARK 3, A STANDARD DISK STAMPED HACKBERRY 1939
 CP3133'NO 3 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3133'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS
 CP3133'86 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 CP3133'63 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 50 FEET
 CP3133'EAST OF THE CENTER OF THE PAVED ROAD.  ALSO
 CP3133'UNDERGROUND MARK.
 CP3133'
 CP3133'THE AZIMUTH MARK, A STANDARD DISK STAMPED HACKBERRY 1939
 CP3133'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3133'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CP3133'35 FEET WEST OF THE CENTER OF THE PAVED ROAD, 4 FEET
 CP3133'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 1.5 FEET
 CP3133'NORTH-NORTHEAST OF A POWERLINE POLE.
 CP3133'
 CP3133'SEE TRIANGULATION STATION HACKBERRY 1939 NO 3 1970 FOR THE
 CP3133'TO REACH.
 CP3133'
 CP3133'NO MEASUREMENT TO R.M. 1 - R.M. 3 DUE TO CHURCH ON LINE.
 CP3133'
 CP3133'HEIGHT OF LIGHT ABOVE STATION MARK 128.0 FEET.
 CP3133'
 CP3133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 CP3133'SOUTHWEST OF OAK RIDGE.
 CP3133
 CP3133                          STATION RECOVERY (1978)
 CP3133
 CP3133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 CP3133'MR HENRY MESSENGER REPORTED THAT HE COULDNT FIND EITHER OF THESE
 CP3133'MONUMENTS AND THAT THE AZIMUTH MARK HAS BEEN DISTURBED.  HE ASKED TO
 CP3133'BE NOTIFIED AND OFFERED HIS ASSISTANCE WHEN IN THIS AREA.
 CP3133
 CP3133                          STATION RECOVERY (1978)
 CP3133
 CP3133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CP3133'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 3 AND THE AZIMUTH
 CP3133'MARK 1939 1970 WERE RECOVERED AND FOUND IN GOOD CONDITION AND AS
 CP3133'DESCRIBED IN THE 1970 DESCRIPTION.  THE 1970 DESCRIPTION IS
 CP3133'ADEQUATE FOR RECOVERY OF THE MARKS.
 CP3133'
 CP3133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 CP3133'SOUTHWEST OF OAK RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3137 ***********************************************************************
 CP3137  DESIGNATION -  HACKBERRY RM 3
 CP3137  PID         -  CP3137
 CP3137  STATE/COUNTY-  LA/MOREHOUSE
 CP3137  USGS QUAD   -  IRWIN LAKE (1982)
 CP3137
 CP3137                         *CURRENT SURVEY CONTROL
 CP3137  ___________________________________________________________________
 CP3137* NAD 83(1992)-  32 34 54.46440(N)    091 49 33.00412(W)     ADJUSTED  
 CP3137* NAVD 88     -        22.5    (meters)      74.     (feet)  VERTCON   
 CP3137  ___________________________________________________________________
 CP3137  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CP3137  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP3137
 CP3137  HORZ ORDER  -  SECOND
 CP3137
 CP3137.The horizontal coordinates were established by classical geodetic methods
 CP3137.and adjusted by the National Geodetic Survey in January 1993..
 CP3137
 CP3137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3137
 CP3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3137
 CP3137.The geoid height was determined by GEOID03.
 CP3137
 CP3137;                    North         East     Units Scale Factor Converg.
 CP3137;SPC LA N     -   231,021.885 1,063,296.917   MT  0.99998175   +0 21 23.2
 CP3137;SPC LA N     -   757,944.30  3,488,499.97   sFT  0.99998175   +0 21 23.2
 CP3137;UTM  15      - 3,605,534.455   610,203.450   MT  0.99974976   +0 37 56.5
 CP3137
 CP3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3137!SPC LA N     -   1.00000055  x   0.99998175  =   0.99998230
 CP3137!UTM  15      -   1.00000055  x   0.99974976  =   0.99975031
 CP3137
 CP3137:                Primary Azimuth Mark                     Grid Az
 CP3137:SPC LA N     -  OAK RIDGE ATT MICROWAVE KKT 26           064 39 55.4
 CP3137:UTM  15      -  OAK RIDGE ATT MICROWAVE KKT 26           064 23 22.1
 CP3137
 CP3137|---------------------------------------------------------------------|
 CP3137| PID    Reference Object                     Distance      Geod. Az  |
 CP3137|                                                           dddmmss.s |
 CP3137| CP3124 OAK RIDGE ATT MICROWAVE KKT 26      APPROX.10.0 KM 0650118.6 |
 CP3137| CP3136 OAK RIDGE LA PWR AND LT KYL 86      APPROX. 3.6 KM 1053950.1 |
 CP3137| CY3712 HACKBERRY AZ MK 2                                  1825658.7 |
 CP3137| CP3129 COLLINSTON MUNICIPAL TANK           APPROX.12.7 KM 3403846.1 |
 CP3137| CP3133 HACKBERRY RESET                      23.991 METERS 35636     |
 CP3137|---------------------------------------------------------------------|
 CP3137
 CP3137                          SUPERSEDED SURVEY CONTROL
 CP3137
 CP3137  NAD 83(1986)-  32 34 54.47665(N)    091 49 32.99693(W) AD(       ) 2
 CP3137  NAD 27      -  32 34 53.97254(N)    091 49 32.54145(W) AD(       ) 2
 CP3137  NGVD 29 (07/19/86)   22.5    (m)           74.     (f) VERT ANG       
 CP3137
 CP3137.Superseded values are not recommended for survey control.
 CP3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3137.See file dsdata.txt to determine how the superseded data were derived.
 CP3137
 CP3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1020305534(NAD 83)
 CP3137_MARKER: DR = REFERENCE MARK DISK
 CP3137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3137
 CP3137  HISTORY     - Date     Condition        Report By
 CP3137  HISTORY     - 1970     MONUMENTED       NGS
 CP3137
 CP3137                          STATION DESCRIPTION
 CP3137
 CP3137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3137'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF COLLINSTON, 8 MILES
 CP3137'NORTHWEST OF RAYVILLE, 4 MILES SOUTHWEST OF OAK RIDGE AND ON LAND
 CP3137'OWNED BY THE TRAVEL REST CHURCH, MRS. MATTIE GIVENS, POST OFFICE
 CP3137'BOX 47, OAK RIDGE, LOUISIANA.
 CP3137'
 CP3137'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CP3137'HIGHWAY 595 IN START, GO NORTH AND WEST ON STATE HIGHWAY 595 FOR
 CP3137'1.6 MILES TO POINT WHERE MAIN ROAD TURNS RIGHT AND THE END OF STATE
 CP3137'HIGHWAY 595.  TURN RIGHT AND GO NORTHERLY ON THE MAIN PAVED ROAD
 CP3137'FOR 7.15 MILES TO THE TRAVEL REST CHURCH AND THE STATION ON THE
 CP3137'RIGHT.
 CP3137'
 CP3137'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED HACKBERRY
 CP3137'1939 NO 3 1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CP3137'CYLINDRICAL CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND
 CP3137'SURFACE.  IT IS 86.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CP3137'CHURCH, 63 FEET SOUTH OF THE DRIVEWAY LEADING TO THE CHURCH AND
 CP3137'50 FEET EAST OF THE MAIN PAVED ROAD.  THE UNDERGROUND DISK IS SET
 CP3137'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW
 CP3137'THE GROUND SURFACE.
 CP3137'
 CP3137'TRIANGULATION STATION HACKBERRY IS A STANDARD DISK STAMPED HACKBERRY
 CP3137'1939 1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CP3137'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3137'SURFACE.  IT IS 77.9 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 CP3137'OF THE CHURCH, 49 FEET EAST-NORTHEAST OF THE PAVED ROAD AND 14
 CP3137'FEET NORTH-NORTHWEST OF THE DRIVEWAY.  THE UNDERGROUND DISK IS
 CP3137'STAMPED HACKBERRY 1939, IS SET IN THE TOP OF AN IRREGULAR MASS
 CP3137'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3137'
 CP3137'THE AZIMUTH MARK, A STANDARD DISK STAMPED HACKBERRY 1939 1970, IS
 CP3137'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3137'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET WEST
 CP3137'OF THE PAVED ROAD, 4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST
 CP3137'AND 1.5 FEET NORTH-NORTHEAST OF A POWERLINE POLE.
 CP3137'
 CP3137'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED
 CP3137'ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 CP3137'
 CP3137'HORIZONTAL DIRECTION AND DISTANCE TO REFERENCE MARK 1 WAS NOT MADE
 CP3137'DUE TO CHURCH AND TREE LIMBS ON LINE.
 CP3137'
 CP3137'HEIGHT OF LIGHT ABOVE STATION MARK 30.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2832 ***********************************************************************
 CP2832  DESIGNATION -  HAGAMAN
 CP2832  PID         -  CP2832
 CP2832  STATE/COUNTY-  LA/EAST CARROLL
 CP2832  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2832
 CP2832                         *CURRENT SURVEY CONTROL
 CP2832  ___________________________________________________________________
 CP2832* NAD 83(1992)-  32 45 55.93265(N)    091 10 38.51330(W)     ADJUSTED  
 CP2832* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 CP2832  ___________________________________________________________________
 CP2832  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CP2832  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2832
 CP2832  HORZ ORDER  -  THIRD
 CP2832
 CP2832.The horizontal coordinates were established by classical geodetic methods
 CP2832.and adjusted by the National Geodetic Survey in May 1994..
 CP2832
 CP2832.The orthometric height was scaled from a topographic map.
 CP2832
 CP2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2832
 CP2832.The geoid height was determined by GEOID03.
 CP2832
 CP2832;                    North         East     Units Scale Factor Converg.
 CP2832;SPC LA N     -   251,957.971 1,123,930.302   MT  1.00002404   +0 41 57.4
 CP2832;SPC LA N     -   826,632.11  3,687,428.00   sFT  1.00002404   +0 41 57.4
 CP2832;SPC MS W     -   362,353.402   620,917.341   MT  1.00002709   -0 27 24.5
 CP2832;SPC MS W     - 1,188,821.12  2,037,126.31   sFT  1.00002709   -0 27 24.5
 CP2832;UTM  15      - 3,626,764.734   670,723.913   MT  0.99995940   +0 59 12.0
 CP2832
 CP2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2832!SPC LA N     -   0.99999802  x   1.00002404  =   1.00002206
 CP2832!SPC MS W     -   0.99999802  x   1.00002709  =   1.00002511
 CP2832!UTM  15      -   0.99999802  x   0.99995940  =   0.99995742
 CP2832
 CP2832:                Primary Azimuth Mark                     Grid Az
 CP2832:SPC LA N     -  HAGAMAN AZ MK                            180 37 31.0
 CP2832:SPC MS W     -  HAGAMAN AZ MK                            181 46 52.9
 CP2832:UTM  15      -  HAGAMAN AZ MK                            180 20 16.4
 CP2832
 CP2832|---------------------------------------------------------------------|
 CP2832| PID    Reference Object                     Distance      Geod. Az  |
 CP2832|                                                           dddmmss.s |
 CP2832| CY3715 HAGAMAN AZ MK                                      1811928.4 |
 CP2832| CY3716 HAGAMAN RM 1                         11.640 METERS 25853     |
 CP2832| CY3717 HAGAMAN RM 2                         20.292 METERS 35911     |
 CP2832|---------------------------------------------------------------------|
 CP2832
 CP2832                          SUPERSEDED SURVEY CONTROL
 CP2832
 CP2832  NAD 83(1992)-  32 45 55.93980(N)    091 10 38.51215(W) AD(       ) 3
 CP2832  NAD 83(1986)-  32 45 55.94508(N)    091 10 38.50684(W) AD(       ) 3
 CP2832  NAD 27      -  32 45 55.47390(N)    091 10 38.11260(W) AD(       ) 3
 CP2832
 CP2832.Superseded values are not recommended for survey control.
 CP2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2832.See file dsdata.txt to determine how the superseded data were derived.
 CP2832
 CP2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7072426765(NAD 83)
 CP2832_MARKER: DS = TRIANGULATION STATION DISK
 CP2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2832
 CP2832  HISTORY     - Date     Condition        Report By
 CP2832  HISTORY     - 1958     MONUMENTED       CGS
 CP2832  HISTORY     - 1967     GOOD             CGS
 CP2832
 CP2832                          STATION DESCRIPTION
 CP2832
 CP2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2832'STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH OF LAKE PROVIDENCE,
 CP2832'1 MILE SOUTHWEST OF THE SOUTH END OF STACK ISLAND IN THE
 CP2832'MISSISSIPPI RIVER, 1 MILE WEST OF THE LOUISIANA-MISSISSIPPI
 CP2832'STATE LINE, 0.1 MILE EAST OF U.S. HIGHWAY 65 AND ON THE EAST
 CP2832'EDGE OF THE TOP OF THE LEVEE.
 CP2832'
 CP2832'TO REACH FROM THE TRAFFIC LIGHT AT THE LAKE PROVIDENCE BANK,
 CP2832'IN THE BUSINESS CENTER OF LAKE PROVIDENCE, GO SOUTH ON U.S.
 CP2832'HIGHWAY 65 FOR 3.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 CP2832'AND FOLLOW GRAVELED ROAD EAST FOR 0.1 MILE TO THE TOP OF THE
 CP2832'LEVEE AT METAL GATE AND AZIMUTH MARK ON THE LEFT.  TURN LEFT,
 CP2832'PASS THROUGH GATE, AND FOLLOW LEVEE ROAD NORTH FOR 0.5 MILE
 CP2832'TO STATION ON RIGHT.
 CP2832'
 CP2832'STATION MARKS ARE STANDARD DISKS, STAMPED HAGAMAN 1958.
 CP2832'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 CP2832'INCHES BELOW THE GROUND SURFACE.  SURFACE MARK IS SET IN THE
 CP2832'TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH IS FLUSH WITH
 CP2832'THE GROUND SURFACE, 399 FEET EAST OF THE EAST RAIL OF RAILROAD
 CP2832'TRACKS, 365 FEET EAST-NORTHEAST OF THE NORTH GATEPOST OF A
 CP2832'GATE IN A NORTH-SOUTH RAILROAD RIGHT-OF-WAY FENCE AND 267 FEET
 CP2832'EAST-NORTHEAST OF A LONE 24 INCH PECAN TREE WITH A TRIANGLE
 CP2832'BLAZE ON ITS SOUTH SIDE.  A 4 IN X 4 IN WHITE WITNESS POST
 CP2832'WAS SET 3 FEET SOUTHEAST OF THE MARK.
 CP2832'
 CP2832'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAGAMAN NO 1
 CP2832'1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2832'POST WHICH IS FLUSH WITH THE GROUND SURFACE, 327 FEET
 CP2832'EAST-NORTHEAST OF THE GATEPOST, 229 FEET EAST-NORTHEAST OF THE
 CP2832'TRIANGLE BLAZED TREE AND 361 FEET EAST OF THE EAST
 CP2832'RAIL.  IT IS SET ON THE WEST SIDE OF THE TOP OF THE
 CP2832'LEVEE.
 CP2832'
 CP2832'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAGAMAN NO 2 1958.
 CP2832'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 CP2832'IS FLUSH WITH THE GROUND SURFACE, 400 FEET EAST OF THE EAST
 CP2832'RAIL, 285 FEET NORTHEAST OF THE TRIANGLE BLAZED TREE AND 384
 CP2832'FEET NORTHEAST OF THE GATEPOST.  IT IS SET ON THE EAST SIDE OF
 CP2832'THE TOP OF THE LEVEE.
 CP2832'
 CP2832'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAGAMAN 1958.  IT
 CP2832'IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2832'6 INCHES, 103 FEET NORTH OF THE CENTER OF A CATTLEGUARD,
 CP2832'64 FEET NORTHEAST OF THE GRAVELED ROAD CENTER ANGLING
 CP2832'SOUTHEAST-NORTHWEST ACROSS THE LEVEE, 16 FEET EAST OF THE
 CP2832'APPROXIMATE CENTER OF THE LEVEE, 7 FEET WEST OF A FENCE
 CP2832'CORNERPOST, 5 FEET EAST OF THE EAST GATEPOST OF A GATE IN AN
 CP2832'EAST-WEST PROPERTY FENCE AND 1 FOOT NORTH OF THE FENCE.  A
 CP2832'4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT EAST OF THE
 CP2832'MARK.
 CP2832
 CP2832                          STATION RECOVERY (1967)
 CP2832
 CP2832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GCR)
 CP2832'THE STATION WAS VISITED AND ALL MARKS RECOVERED AS DESCRIBED
 CP2832'BY O.S.R. IN 1958.  THE FENCE AND GATE NEAR THE AZIMUTH MARK HAS
 CP2832'BEEN REMOVED.  THE ROUTE TO REACH THE STATION AS DESCRIBED
 CP2832'IN 1958 IS ADEQUATE.
 CP2832'
 CP2832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES
 CP2832'SOUTH OF LAKE PROVIDENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2827 ***********************************************************************
 BX2827  DESIGNATION -  HAGE
 BX2827  PID         -  BX2827
 BX2827  STATE/COUNTY-  LA/NATCHITOCHES
 BX2827  USGS QUAD   -  PROVENCAL (1992)
 BX2827
 BX2827                         *CURRENT SURVEY CONTROL
 BX2827  ___________________________________________________________________
 BX2827* NAD 83(1992)-  31 41 42.55084(N)    093 14 57.34249(W)     ADJUSTED  
 BX2827* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 BX2827  ___________________________________________________________________
 BX2827  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BX2827  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2827
 BX2827  HORZ ORDER  -  FIRST
 BX2827
 BX2827.The horizontal coordinates were established by classical geodetic methods
 BX2827.and adjusted by the National Geodetic Survey in January 1993..
 BX2827
 BX2827.The orthometric height was scaled from a topographic map.
 BX2827
 BX2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2827
 BX2827.The geoid height was determined by GEOID03.
 BX2827
 BX2827;                    North         East     Units Scale Factor Converg.
 BX2827;SPC LA N     -   132,758.081   928,972.740   MT  0.99992224   -0 23 46.1
 BX2827;SPC LA N     -   435,557.14  3,047,804.73   sFT  0.99992224   -0 23 46.1
 BX2827;UTM  15      - 3,506,673.512   476,378.292   MT  0.99960688   -0 07 51.5
 BX2827
 BX2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2827!SPC LA N     -   0.99998542  x   0.99992224  =   0.99990767
 BX2827!UTM  15      -   0.99998542  x   0.99960688  =   0.99959231
 BX2827
 BX2827:                Primary Azimuth Mark                     Grid Az
 BX2827:SPC LA N     -  HAGE AZ MK                               010 11 06.9
 BX2827:UTM  15      -  HAGE AZ MK                               009 55 12.3
 BX2827
 BX2827|---------------------------------------------------------------------|
 BX2827| PID    Reference Object                     Distance      Geod. Az  |
 BX2827|                                                           dddmmss.s |
 BX2827| CV7679 HAGE AZ MK                                         0094720.8 |
 BX2827| BX2793 NATCHITOCHES MUNICIPAL TANK         APPROX.16.8 KM 0640712.0 |
 BX2827| BX2794 NATCHITOCHES ST NORMAL COLL TK      APPROX.15.7 KM 0665629.4 |
 BX2827| BX2812 NATCHITOCHES ST NORM COLL STK       APPROX.16.0 KM 0673112.4 |
 BX2827| BX2811 NATCHITOCHES OIL MILL INC TANK      APPROX.16.4 KM 0685323.1 |
 BX2827| BX2810 NATCHITOCHES AM COMPRESS CO TK      APPROX.16.3 KM 0692613.2 |
 BX2827| CV7680 HAGE RM 1                            38.060 METERS 21211     |
 BX2827| BX2831 HAGE 2                               42.386 METERS 34534     |
 BX2827| CV7681 HAGE RM 2                            28.340 METERS 34543     |
 BX2827| BX2869 ALLEN                               APPROX.16.1 KM 3464152.2 |
 BX2827|---------------------------------------------------------------------|
 BX2827
 BX2827                          SUPERSEDED SURVEY CONTROL
 BX2827
 BX2827  NAD 83(1986)-  31 41 42.56642(N)    093 14 57.33456(W) AD(       ) 1
 BX2827  NAD 27      -  31 41 41.97300(N)    093 14 56.72400(W) AD(       ) 1
 BX2827
 BX2827.Superseded values are not recommended for survey control.
 BX2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2827.See file dsdata.txt to determine how the superseded data were derived.
 BX2827
 BX2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7637806674(NAD 83)
 BX2827_MARKER: DS = TRIANGULATION STATION DISK
 BX2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2827
 BX2827  HISTORY     - Date     Condition        Report By
 BX2827  HISTORY     - 1941     MONUMENTED       CGS
 BX2827  HISTORY     - 1943     GOOD             USE
 BX2827  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BX2827  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX2827
 BX2827                          STATION DESCRIPTION
 BX2827
 BX2827'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2827'STATION IS ABOUT 2-1/2 MILES SW OF HAGEWOOD AND ABOUT 3
 BX2827'MILES E OF ROBELINE ON A HIGH TIMBERED RIDGE, THE HIGHEST
 BX2827'POINT IN THE VICINITY EXCEPT FOR A HIGHER RIDGE ABOUT 1/2
 BX2827'MILE SW.  IT IS 26 FEET E OF THE CENTER LINE OF A GRADED
 BX2827'DIRT ROAD AND 6-1/2 FEET W BY N OF A WHITE REFERENCE POST.
 BX2827'IT IS STAMPED HAGE 1941 AND PROJECTS ABOUT 4 INCHES.
 BX2827'
 BX2827'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2827'BRONZE DISKS SET IN CONCRETE.
 BX2827'
 BX2827'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION, 16
 BX2827'FEET W OF THE CENTER LINE AND ABOUT 3 FEET LOWER THAN THE
 BX2827'STATION.  IT IS STAMPED HAGE NO. 1 1941 AND PROJECTS ABOUT
 BX2827'4 INCHES.
 BX2827'
 BX2827'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION, 15
 BX2827'FEET W OF THE CENTER LINE, ABOUT 18 INCHES HIGHER THAN THE
 BX2827'STATION.  IT IS STAMPED HAGE NO. 2 1941 AND PROJECTS ABOUT
 BX2827'4 INCHES.
 BX2827'
 BX2827'AZIMUTH MARK IS 30 FEET W OF THE CENTER LINE OF THE GRADED
 BX2827'ROAD LEADING TO THE STATION, ABOUT 3 FEET HIGHER THAN THE ROAD
 BX2827'LEVEL, AND 4 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED
 BX2827'HAGE 1941 AND PROJECTS ABOUT 6 INCHES.
 BX2827'
 BX2827'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 39 AT
 BX2827'HAGEWOOD GO W ON STATE HIGHWAY 6 FOR 2.45 MILES AND TURN LEFT,
 BX2827'S, ON GRADED DIRT ROAD, GO 1.4 MILES TO THE AZIMUTH MARK ON
 BX2827'THE RIGHT, W SIDE OF THE ROAD, CONTINUE 0.15 MILE TO THE TOP
 BX2827'OF A HILL AND THE STATION.
 BX2827'
 BX2827'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2827
 BX2827                          STATION RECOVERY (1943)
 BX2827
 BX2827'RECOVERY NOTE BY US ENGINEERS 1943
 BX2827'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE
 BX2827'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2827
 BX2827                          STATION RECOVERY (1965)
 BX2827
 BX2827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2827'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 BX2827'WITH THE EXCEPTION OF THE STATION SURFACE MARK.  STATION MARK WAS
 BX2827'STILL SOLID IN THE GROUND BUT THE SOIL ON THE EAST SIDE OR ROAD
 BX2827'SIDE HAD BEEN DUG AWAY.  THE SOIL IS SAND AND LOOSE AT THE STATION
 BX2827'MARK AND THERE IS A GOOD CHANCE THAT THE MARK COULD BE DESTROYED
 BX2827'IN THE NEAR FUTURE, THEREFORE A NEW STATION, HAGE 2 WAS
 BX2827'ESTABLISHED.  A TRAVERSE CONNECTION WAS MADE TO STATION HAGE 2.
 BX2827'HAGE 1941 STATION MARK HAS BEEN DESTROYED.
 BX2827'
 BX2827'BEFORE THE 1941 STATION MARK WAS DESTROYED, HORIZONTAL ANGLES AND
 BX2827'DISTANCE MEASUREMENTS WERE MADE TO REFERENCE MARKS NUMBER 1 AND 2.
 BX2827'A SLIGHT DIFFERENCE WAS NOTED IN THE DISTANCE TO THE MARKS BUT THE
 BX2827'ANGLE MEASUREMENTS CHECKED THE 1941 WORK FAIRLY CLOSE.
 BX2827'
 BX2827'BECAUSE THE SOIL WAS SO LOOSE AROUND THE STATION MARK, THE STATION
 BX2827'SURFACE MARK WAS REMOVED AND ALL MEASUREMENTS WERE REDONE, USING THE
 BX2827'SUB-SURFACE DISK CENTER POINT.
 BX2827'
 BX2827'THE CENTER POINT OF THE SURFACE AND SUB-SURFACE STATION DISKS WERE
 BX2827'NOT IN TRUE ALIGNMENT THEREFORE SOME DIFFERENCE IN THE ANGLE AND
 BX2827'DISTANCE TO THE REFERENCE MARKS WAS NOTED.  THE TRAVERSE DISTANCE
 BX2827'TO STATION HAGE 2 REMAINED THE SAME.
 BX2827'
 BX2827'THE REFERENCE MARKS AND THE AZIMUTH MARK COULD NOT BE USED FOR THE
 BX2827'NEW STATION, THEREFORE ALL OF THE 1941 MARKS HAVE NOW BEEN
 BX2827'DESTROYED.
 BX2827'
 BX2827'THIS IS TO SHOW THE ANGLE AND DISTANCE MEASUREMENTS TO THE REFERENCE
 BX2827'MARKS, USING THE STATION SUB-SURFACE MARK DISK CENTER POINT.
 BX2827'
 BX2827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BX2827'SOUTHWEST OF HAGEWOOD.
 BX2827'
 BX2827'HEIGHT OF LIGHT ABOVE STATION MARK 3 FEET.
 BX2827
 BX2827                          STATION RECOVERY (2006)
 BX2827
 BX2827'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BX2827'AREA DESCRIBED IS IN THE CENTER OF A SANDY BLADED AREA AT THE APPROACH
 BX2827'TO A RADIO TOWER.  THE MARK WAS MOST LIKELY DESTROYED DURING EARTHWORK
 BX2827'OR REMOVED DUE TO LOOSE SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2831 ***********************************************************************
 BX2831  DESIGNATION -  HAGE 2
 BX2831  PID         -  BX2831
 BX2831  STATE/COUNTY-  LA/NATCHITOCHES
 BX2831  USGS QUAD   -  PROVENCAL (1992)
 BX2831
 BX2831                         *CURRENT SURVEY CONTROL
 BX2831  ___________________________________________________________________
 BX2831* NAD 83(1992)-  31 41 43.88359(N)    093 14 57.74356(W)     ADJUSTED  
 BX2831* NAVD 88     -       122.3    (meters)     401.     (feet)  VERTCON   
 BX2831  ___________________________________________________________________
 BX2831  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BX2831  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2831
 BX2831  HORZ ORDER  -  FIRST
 BX2831
 BX2831.The horizontal coordinates were established by classical geodetic methods
 BX2831.and adjusted by the National Geodetic Survey in January 1993..
 BX2831
 BX2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2831
 BX2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2831
 BX2831.The geoid height was determined by GEOID03.
 BX2831
 BX2831;                    North         East     Units Scale Factor Converg.
 BX2831;SPC LA N     -   132,799.199   928,962.463   MT  0.99992222   -0 23 46.3
 BX2831;SPC LA N     -   435,692.04  3,047,771.01   sFT  0.99992222   -0 23 46.3
 BX2831;UTM  15      - 3,506,714.570   476,367.828   MT  0.99960689   -0 07 51.7
 BX2831
 BX2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2831!SPC LA N     -   0.99998489  x   0.99992222  =   0.99990711
 BX2831!UTM  15      -   0.99998489  x   0.99960689  =   0.99959179
 BX2831
 BX2831|---------------------------------------------------------------------|
 BX2831| PID    Reference Object                     Distance      Geod. Az  |
 BX2831|                                                           dddmmss.s |
 BX2831| CV7683 HAGE 2 RM 3                          28.173 METERS 06227     |
 BX2831| BX2830 HAGE 2 RM A 1965                     26.065 METERS 10431     |
 BX2831| BX2827 HAGE                                 42.386 METERS 16534     |
 BX2831| BX2832 HAGEWOOD USE RADIO RELAY MAST        86.574 METERS 16552     |
 BX2831| CV7685 HAGE 2 RM 5                         107.887 METERS 18232     |
 BX2831| BX2837 ROBELINE KCS MICROWAVE KDV 582      329.194 METERS 20146     |
 BX2831| BX2842 ROBELINE ATT MICROWAVE KJN 84       APPROX. 4.8 KM 2074115.6 |
 BX2831| BX2838 ROBELINE L F C RAD KKN 709          APPROX. 0.8 KM 2204135.0 |
 BX2831| BX2841 BIG HILL LOT                        APPROX. 0.8 KM 2253114.3 |
 BX2831| CV7682 HAGE 2 AZ MK                                       2434501.4 |
 BX2831| CV7684 HAGE 2 RM 4                          30.151 METERS 30907     |
 BX2831|---------------------------------------------------------------------|
 BX2831
 BX2831                          SUPERSEDED SURVEY CONTROL
 BX2831
 BX2831  NAD 83(1986)-  31 41 43.89920(N)    093 14 57.73564(W) AD(       ) 1
 BX2831  NAD 27      -  31 41 43.30567(N)    093 14 57.12511(W) AD(       ) 1
 BX2831  NGVD 29 (07/19/86)  122.4    (m)          402.     (f) VERT ANG       
 BX2831
 BX2831.Superseded values are not recommended for survey control.
 BX2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2831.See file dsdata.txt to determine how the superseded data were derived.
 BX2831
 BX2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7636806715(NAD 83)
 BX2831_MARKER: DS = TRIANGULATION STATION DISK
 BX2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2831+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX2831
 BX2831  HISTORY     - Date     Condition        Report By
 BX2831  HISTORY     - 1965     MONUMENTED       CGS
 BX2831  HISTORY     - 1971     GOOD             NGS
 BX2831  HISTORY     - 20060610 GOOD             USPSQD
 BX2831
 BX2831                          STATION DESCRIPTION
 BX2831
 BX2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2831'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF HAGEWOOD, 3
 BX2831'MILES EAST OF ROBELINE, ON A HIGH TIMBER COVERED RIDGE AND ON
 BX2831'LAND WHICH IS OWNED BY THE LOUISIANA LONGLEAF LUMBER COMPANY OF
 BX2831'FISHER, LOUISIANA.
 BX2831'
 BX2831'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 6 AND
 BX2831'117 WHICH IS IN THE SMALL COMMUNITY OF HAGEWOOD.  GO WESTERLY
 BX2831'ON STATE HIGHWAY 6 FOR 2.5 MILES TO A SIDE ROAD LEFT, AT SIGN
 BX2831'BIG HILL LOOKOUT TOWER ON THE LEFT.  TURN LEFT AND GO SOUTHERLY
 BX2831'ON A GRADED ROAD FOR 1.55 MILES TO THE TOP OF A GRADE AND
 BX2831'STATION MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, ON THE
 BX2831'GRADED ROAD FOR 0.2 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO
 BX2831'EAST ON A GRADED ROAD FOR 0.35 MILE TO A DIM TRACK ROAD RIGHT.
 BX2831'TURN RIGHT AND GO EAST-NORTHEAST, ACROSS COUNTRY, FOR 0.05
 BX2831'MILE TO THE EDGE OF TIMBER AND AZIMUTH MARK.
 BX2831'
 BX2831'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 BX2831'MONUMENTS.
 BX2831'
 BX2831'STATION MARK DISK IS STAMPED HAGE 2 1965 AND THE MARK PROJECTS
 BX2831'ABOUT 2 INCHES.  MARK IS 36.5 FEET SOUTH OF A 24-INCH PINE TREE,
 BX2831'27.0 FEET NORTHWEST OF A 10-INCH TRIANGULAR BLAZED HICKORY
 BX2831'TREE, 23-1/2 FEET WEST OF THE CENTER OF THE GRADED ROAD AND 5.0
 BX2831'FEET SOUTHEAST OF A METAL WITNESS POST.
 BX2831'
 BX2831'REFERENCE MARK NUMBER 3 DISK IS STAMPED HAGE 2 NO 3 1965 AND
 BX2831'THE MARK PROJECTS ABOUT 4 INCHES.  MARK IS 33 FEET EAST OF THE
 BX2831'CENTER OF THE GRADED ROAD AND 9.5 FEET SOUTHWEST OF A 20-INCH
 BX2831'PINE TREE.
 BX2831'
 BX2831'REFERENCE MARK NUMBER 4 DISK IS STAMPED HAGE 2 NO 4 1965 AND
 BX2831'THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 113 FEET WEST OF THE
 BX2831'CENTER OF THE GRADED ROAD, 5.4 FEET SOUTH OF A UTILITY POLE
 BX2831'P 59 AND IN THE CENTER OF A DIM TRACK ROAD.
 BX2831'
 BX2831'AZIMUTH MARK DISK IS STAMPED HAGE 2 1965 AND THE MARK IS FLUSH
 BX2831'WITH THE SURFACE OF THE GROUND.  MARK IS ABOUT 150 FEET NORTH
 BX2831'OF A POWERLINE, 5 FEET SOUTH OF A TIMBERLINE AND 2.5 FEET
 BX2831'SOUTH OF A METAL WITNESS POST.
 BX2831'
 BX2831'HEIGHT OF LIGHT ABOVE STATION MARK 30.22 METERS.
 BX2831
 BX2831                          STATION RECOVERY (1971)
 BX2831
 BX2831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2831'THE STATION MARK, HAGE 2 RM A, REFERENCE MARK 4 AND THE AZIMUTH
 BX2831'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AND THE DISTANCES
 BX2831'AND DIRECTIONS COMPARED FAVORABLY WITH THE PREVIOUS
 BX2831'DATA.  REFERENCE MARK 3 WAS RECOVERED BADLY CHIPPED, BUT IS STILL
 BX2831'SOLID IN THE GROUND.  THE DISTANCE AND DIRECTION TO REFERENCE
 BX2831'MARK 3 DID NOT COMPARE WITH THE PREVIOUS DATA AS IT IS EVIDENT
 BX2831'THAT THIS MARK HAD BEEN HIT BY A BULLDOZER.
 BX2831'
 BX2831'REFERENCE MARK 5 WAS ESTABLISHED BY THIS PARTY.
 BX2831'
 BX2831'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 BX2831'
 BX2831'THE STATION IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF ROBELINE
 BX2831'AND 2-1/2 MILES SOUTHWEST OF HAGEWOOD, ON A HIGH RIDGE IN THE
 BX2831'NORTHEAST QUARTER OF SECTION 12, T 8 N, R 9 W, OWNED BY BOISE
 BX2831'SOUTHERN, LAND AGENT MR. JAMES MCNAMARA, DE RIDDER, LOUISIANA,
 BX2831'TELEPHONE NUMBER (318) 463-4461, GRANTED PERMISSION TO OCCUPY
 BX2831'THE STATION.
 BX2831'
 BX2831'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND
 BX2831'120 IN ROBELINE, GO NORTHEASTERLY ON HIGHWAY 6 FOR 3.4 MILES TO
 BX2831'A SIDE ROAD AND SIGN BIG HILL FIRE TOWER ON THE RIGHT.  TURN
 BX2831'RIGHT AND GO SOUTH ON GRADED ROAD FOR 1.55 MILES TO THE TOP OF
 BX2831'THE RIDGE AND THE STATION ON THE RIGHT.
 BX2831'
 BX2831'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED HAGE 2 1965,
 BX2831'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2831'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 38 FEET WEST OF
 BX2831'THE CENTER OF THE CENTER OF THE GRADED ROAD, 36 FEET EAST OF A
 BX2831'10-INCH PINE TREE, 27 FEET NORTH-NORTHWEST OF A TRIANGLE BLAZED
 BX2831'HICKORY TREE, 24 FEET NORTH-NORTHEAST OF A TWIN-TRUNK OAK TREE
 BX2831'AND 6 FEET SOUTHEAST OF A METAL WITNESS POST.
 BX2831'UNDERGROUND MARK WAS NOT INSPECTED.
 BX2831'
 BX2831'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HAGE 2 NO 3 1965,
 BX2831'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2831'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET
 BX2831'NORTH-NORTHEAST OF AN 18-INCH OAK TREE AND 31.5 FEET EAST OF THE
 BX2831'CENTER OF THE GRADED ROAD.
 BX2831'
 BX2831'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HAGE 2 NO 4 1965,
 BX2831'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2831'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 113 FEET WEST
 BX2831'OF THE CENTER OF THE GRADED ROAD AND 5.4 FEET SOUTH OF A
 BX2831'POWER POLE NUMBERED P 59.
 BX2831'
 BX2831'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HAGE 2 NO 5 1965
 BX2831'1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BX2831'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 97.5
 BX2831'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CYCLONE FENCE, 52.5
 BX2831'FEET EAST-SOUTHEAST OF AN 18-INCH PINE TREE, 36 FEET
 BX2831'EAST-SOUTHEAST OF THE CENTER OF THE GRADED ROAD AND 3.5 FEET
 BX2831'WEST-NORTHWEST OF A METAL WITNESS POST.
 BX2831'
 BX2831'HAGE 2 RM A 1965 IS A STANDARD STATION MARK DISK SET IN THE
 BX2831'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BX2831'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 48.5 FEET EAST
 BX2831'OF THE CENTER OF THE GRADED ROAD, 30 FEET EAST OF THE 18-INCH
 BX2831'OAK TREE, 15 FEET WEST-NORTHWEST OF A TWIN-TRUNK HICKORY TREE
 BX2831'AND 1 FOOT WEST OF A METAL WITNESS POST.
 BX2831'
 BX2831'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAGE 2 1965, SET
 BX2831'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BX2831'FLUSH WITH THE GROUND SURFACE.  IT IS 150 FEET NORTH OF A
 BX2831'POWERLINE, 5 FEET SOUTH OF THE TIMBERLINE AND 2.5 FEET SOUTH OF
 BX2831'A METAL WITNESS POST.
 BX2831'
 BX2831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON THE
 BX2831'GRADED ROAD FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 BX2831'CONTINUE ON THE GRADED ROAD FOR 0.35 MILE TO A DIM ROAD ON THE
 BX2831'RIGHT.  TURN RIGHT AND GO UPHILL ACROSS BRUSHY FIELD FOR 0.05
 BX2831'MILE TO THE TOP OF THE HILL AT THE EDGE OF THE TIMBERLINE AND
 BX2831'THE AZIMUTH MARK AS DESCRIBED ABOVE.
 BX2831'
 BX2831'REFERENCE MARKS WERE MEASURED USING 5 KG. TAPE TENSION.
 BX2831'
 BX2831'HEIGHT OF LIGHT ABOVE STATION MARK 112.4 FEET.
 BX2831'
 BX2831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2831'2-1/2 MILES SOUTHWEST OF HAGEWOOD.
 BX2831
 BX2831                          STATION RECOVERY (2006)
 BX2831
 BX2831'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BX2831'PREVIOUS DESCRIPTION IS GOOD BUT ADDITIONALLY, THE MARK IS IN A MOWED
 BX2831'AREA NEAR A NUMBER OF SMALL BUILDINGS ON THE WEST SIDE OF THE DIRT
 BX2831'ROAD.  THESE ARE PROBABLY THE ONLY BUILDINGS WITHIN A MILE.  THE
 BX2831'CONCRETE POST APPEARS TO LEAN VERY SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2830 ***********************************************************************
 BX2830  DESIGNATION -  HAGE 2 RM A 1965
 BX2830  PID         -  BX2830
 BX2830  STATE/COUNTY-  LA/NATCHITOCHES
 BX2830  USGS QUAD   -  PROVENCAL (1992)
 BX2830
 BX2830                         *CURRENT SURVEY CONTROL
 BX2830  ___________________________________________________________________
 BX2830* NAD 83(1992)-  31 41 43.67141(N)    093 14 56.78542(W)     ADJUSTED  
 BX2830* NAVD 88     -       121.3    (meters)     398.     (feet)  VERTCON   
 BX2830  ___________________________________________________________________
 BX2830  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BX2830  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2830
 BX2830  HORZ ORDER  -  FIRST
 BX2830
 BX2830.The horizontal coordinates were established by classical geodetic methods
 BX2830.and adjusted by the National Geodetic Survey in January 1993..
 BX2830
 BX2830.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2830
 BX2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2830
 BX2830.The geoid height was determined by GEOID03.
 BX2830
 BX2830;                    North         East     Units Scale Factor Converg.
 BX2830;SPC LA N     -   132,792.490   928,987.647   MT  0.99992222   -0 23 45.8
 BX2830;SPC LA N     -   435,670.03  3,047,853.64   sFT  0.99992222   -0 23 45.8
 BX2830;UTM  15      - 3,506,707.979   476,393.035   MT  0.99960687   -0 07 51.2
 BX2830
 BX2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2830!SPC LA N     -   0.99998505  x   0.99992222  =   0.99990727
 BX2830!UTM  15      -   0.99998505  x   0.99960687  =   0.99959192
 BX2830
 BX2830:                Primary Azimuth Mark                     Grid Az
 BX2830:SPC LA N     -  VOWELLS                                  181 17 23.7
 BX2830:UTM  15      -  VOWELLS                                  181 01 29.1
 BX2830
 BX2830|---------------------------------------------------------------------|
 BX2830| PID    Reference Object                     Distance      Geod. Az  |
 BX2830|                                                           dddmmss.s |
 BX2830| BX2844 VOWELLS                             APPROX. 7.8 KM 1805337.9 |
 BX2830| BX2832 HAGEWOOD USE RADIO RELAY MAST        77.526 METERS 18301     |
 BX2830| BX2831 HAGE 2                               26.065 METERS 28431     |
 BX2830|---------------------------------------------------------------------|
 BX2830
 BX2830                          SUPERSEDED SURVEY CONTROL
 BX2830
 BX2830  NAD 83(1986)-  31 41 43.68691(N)    093 14 56.77700(W) AD(       ) 1
 BX2830  NAD 27      -  31 41 43.09343(N)    093 14 56.16705(W) AD(       ) 1
 BX2830  NGVD 29 (07/19/86)  121.4    (m)          398.     (f) VERT ANG       
 BX2830
 BX2830.Superseded values are not recommended for survey control.
 BX2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2830.See file dsdata.txt to determine how the superseded data were derived.
 BX2830
 BX2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7639306708(NAD 83)
 BX2830_MARKER: DS = TRIANGULATION STATION DISK
 BX2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2830+STABILITY: SURFACE MOTION
 BX2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2830+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX2830
 BX2830  HISTORY     - Date     Condition        Report By
 BX2830  HISTORY     - 1965     MONUMENTED       CGS
 BX2830  HISTORY     - 20060610 GOOD             USPSQD
 BX2830
 BX2830                          STATION DESCRIPTION
 BX2830
 BX2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2830'STATION IS LOCATED NEAR THE SAME LOCATION AND THE SAME ROUTE
 BX2830'AS TRIANGULATION STATION HAGE 2.
 BX2830'
 BX2830'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 BX2830'THE DISK IS SET IN THE TOP OF A 10 INCH CONCRETE
 BX2830'CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 BX2830'GROUND.  THE DISK IS STAMPED HAGE 2 RM A 1965.  THE MARK IS 48
 BX2830'FEET EAST OF CENTER OF ROAD, 24 FEET SOUTH SOUTHEAST OF AN 18
 BX2830'INCH PINE TREE, 14-1/2 FEET WEST OF A 10 INCH HICKORY TREE AND
 BX2830'4.7 FEET NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 BX2830'
 BX2830'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HAGE
 BX2830'2 1965, DISTANCE BEING 26.065 METERS OR 85.51 FEET.
 BX2830'
 BX2830'OBSERVATIONS WERE TAKEN FROM A 90 FOOT STEEL TOWER.
 BX2830
 BX2830                          STATION RECOVERY (2006)
 BX2830
 BX2830'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BX2830'ALL TREES REFERENCED HAVE BEEN CUT DOWN.  THE AREA OF THE MARK IS
 BX2830'OVERGROWN WITH WEEDS BUT MARK CAN BE FOUND BY MEASUREMENTS FROM HAGE 2
 BX2830'(PID BX2831).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2832 ***********************************************************************
 BX2832  DESIGNATION -  HAGEWOOD USE RADIO RELAY MAST
 BX2832  PID         -  BX2832
 BX2832  STATE/COUNTY-  LA/NATCHITOCHES
 BX2832  USGS QUAD   -  PROVENCAL (1992)
 BX2832
 BX2832                         *CURRENT SURVEY CONTROL
 BX2832  ___________________________________________________________________
 BX2832* NAD 83(1992)-  31 41 41.15787(N)    093 14 56.94077(W)     ADJUSTED  
 BX2832* NAVD 88     -                                                        
 BX2832  ___________________________________________________________________
 BX2832  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BX2832  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2832
 BX2832  HORZ ORDER  -  THIRD
 BX2832
 BX2832.The horizontal coordinates were established by classical geodetic methods
 BX2832.and adjusted by the National Geodetic Survey in January 1993..
 BX2832
 BX2832
 BX2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2832
 BX2832.The geoid height was determined by GEOID03.
 BX2832
 BX2832;                    North         East     Units Scale Factor Converg.
 BX2832;SPC LA N     -   132,715.108   928,983.021   MT  0.99992227   -0 23 45.9
 BX2832;SPC LA N     -   435,416.15  3,047,838.46   sFT  0.99992227   -0 23 45.9
 BX2832;UTM  15      - 3,506,630.601   476,388.769   MT  0.99960688   -0 07 51.2
 BX2832
 BX2832                          SUPERSEDED SURVEY CONTROL
 BX2832
 BX2832  NAD 83(1986)-  31 41 41.17326(N)    093 14 56.93269(W) AD(       ) 4
 BX2832  NAD 27      -  31 41 40.57495(N)    093 14 56.32226(W) AD(       ) 3
 BX2832
 BX2832.Superseded values are not recommended for survey control.
 BX2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2832.See file dsdata.txt to determine how the superseded data were derived.
 BX2832
 BX2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7638906631(NAD 83)
 BX2832_MARKER: 42 = RADIO/TV MAST
 BX2832
 BX2832  HISTORY     - Date     Condition        Report By
 BX2832  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2832
 BX2832                          STATION DESCRIPTION
 BX2832
 BX2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2832'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5006 ***********************************************************************
 DG5006  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DG5006  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5006  DESIGNATION -  HAHNVILLE HS CORS ARP
 DG5006  CORS_ID     -  HVHS
 DG5006  PID         -  DG5006
 DG5006  STATE/COUNTY-  LA/ST CHARLES
 DG5006  USGS QUAD   -  HAHNVILLE (1995)
 DG5006
 DG5006                         *CURRENT SURVEY CONTROL
 DG5006  ___________________________________________________________________
 DG5006* NAD 83(CORS)-  29 53 24.62262(N)    090 24 19.40155(W)     ADJUSTED  
 DG5006* NAVD 88     -         7.79 **(meters)      25.6  **(feet)  GPS OBS(2004.65)
 DG5006  **This station is located in a subsidence area (see below).
 DG5006  ___________________________________________________________________
 DG5006  EPOCH DATE  -        2002.00
 DG5006  X           -     -39,157.067 (meters)                     COMP
 DG5006  Y           -  -5,534,179.516 (meters)                     COMP
 DG5006  Z           -   3,159,815.441 (meters)                     COMP
 DG5006  ELLIP HEIGHT-         -18.15  (meters)          (04/??/04) GPS OBS
 DG5006  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DG5006
 DG5006  HORZ ORDER  -  SPECIAL (CORS)
 DG5006  ELLP ORDER  -  SPECIAL (CORS)
 DG5006
 DG5006.ITRF positions are available for this station.
 DG5006.The coordinates were established by GPS observations
 DG5006.and adjusted by the National Geodetic Survey in April 2004..
 DG5006.The coordinates are valid at the epoch date displayed above.
 DG5006.The epoch date for horizontal control is a decimal equivalence
 DG5006.of Year/Month/Day.
 DG5006
 DG5006 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DG5006 ** and geoid heights are valid at the date of observation. These heights
 DG5006 ** must always be validated when used as control.
 DG5006 ** The orthometric height was determined by GPS observations using
 DG5006 ** precise GPS observation and processing techniques and a new
 DG5006 ** realization of GEOID03. It supersedes the leveled height previously
 DG5006 ** determined for this station.
 DG5006 ** The geoid height was determined by a new realization of GEOID03 for the
 DG5006 ** epoch indicated which incorporates improved geoid heights for the
 DG5006 ** Southern Louisiana Subsidence area.
 DG5006 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DG5006.The orthometric height was determined by GPS observations and a
 DG5006.high-resolution geoid model using precise GPS observation and
 DG5006.processing techniques.
 DG5006
 DG5006.The PID for the CORS L1 Phase Center is DG5007.
 DG5006
 DG5006.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5006
 DG5006.The ellipsoidal height was determined by GPS observations
 DG5006.and is referenced to NAD 83.
 DG5006
 DG5006.The geoid height was determined by GEOID03.
 DG5006
 DG5006;                    North         East     Units Scale Factor Converg.
 DG5006;SPC LA S     -   154,455.709 1,089,624.821   MT  0.99992760   +0 27 50.3
 DG5006;SPC LA S     -   506,743.44  3,574,877.43   sFT  0.99992760   +0 27 50.3
 DG5006
 DG5006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5006!SPC LA S     -   1.00000285  x   0.99992760  =   0.99993045
 DG5006
 DG5006                          SUPERSEDED SURVEY CONTROL
 DG5006
 DG5006.No superseded survey control is available for this station.
 DG5006
 DG5006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5056309444(NAD 83)
 DG5006_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5006
 DG5006                          STATION DESCRIPTION
 DG5006
 DG5006'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5006'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5006'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5006'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5006'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5006'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5007 ***********************************************************************
 DG5007  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5007  DESIGNATION -  HAHNVILLE HS CORS L1 PHASE CENTER
 DG5007  CORS_ID     -  HVHS
 DG5007  PID         -  DG5007
 DG5007  STATE/COUNTY-  LA/ST CHARLES
 DG5007  USGS QUAD   -  HAHNVILLE (1995)
 DG5007
 DG5007                         *CURRENT SURVEY CONTROL
 DG5007  ___________________________________________________________________
 DG5007* NAD 83(CORS)-  29 53 24.62264(N)    090 24 19.40154(W)     ADJUSTED  
 DG5007* NAVD 88     -                                                        
 DG5007  **This station is located in a subsidence area (see below).
 DG5007  ___________________________________________________________________
 DG5007  EPOCH DATE  -        2002.00
 DG5007  X           -     -39,157.068 (meters)                     COMP
 DG5007  Y           -  -5,534,179.611 (meters)                     COMP
 DG5007  Z           -   3,159,815.496 (meters)                     COMP
 DG5007  ELLIP HEIGHT-         -18.04  (meters)          (04/??/04) GPS OBS
 DG5007  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DG5007
 DG5007  HORZ ORDER  -  SPECIAL (CORS)
 DG5007  ELLP ORDER  -  SPECIAL (CORS)
 DG5007
 DG5007.ITRF positions are available for this station.
 DG5007.The coordinates were established by GPS observations
 DG5007.and adjusted by the National Geodetic Survey in April 2004..
 DG5007.The coordinates are valid at the epoch date displayed above.
 DG5007.The epoch date for horizontal control is a decimal equivalence
 DG5007.of Year/Month/Day.
 DG5007
 DG5007 ** The orthometric height has not been validated since last determined
 DG5007 ** by differential leveling and should not be used for control purposes.
 DG5007 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DG5007 ** area with valid NAVD 88 orthometric heights.
 DG5007 ** The geoid height was determined by a new realization of GEOID03 for the
 DG5007 ** epoch indicated which incorporates improved geoid heights for the
 DG5007 ** Southern Louisiana Subsidence area.
 DG5007 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DG5007
 DG5007.The PID for the CORS ARP is DG5006.
 DG5007
 DG5007.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5007
 DG5007.The ellipsoidal height was determined by GPS observations
 DG5007.and is referenced to NAD 83.
 DG5007
 DG5007.The geoid height was determined by GEOID03.
 DG5007
 DG5007;                    North         East     Units Scale Factor Converg.
 DG5007;SPC LA S     -   154,455.709 1,089,624.821   MT  0.99992760   +0 27 50.3
 DG5007;SPC LA S     -   506,743.44  3,574,877.43   sFT  0.99992760   +0 27 50.3
 DG5007
 DG5007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5007!SPC LA S     -   1.00000283  x   0.99992760  =   0.99993043
 DG5007
 DG5007                          SUPERSEDED SURVEY CONTROL
 DG5007
 DG5007.No superseded survey control is available for this station.
 DG5007
 DG5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5056309444(NAD 83)
 DG5007_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5007
 DG5007                          STATION DESCRIPTION
 DG5007
 DG5007'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5007'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5007'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5007'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5007'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5007'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2899 ***********************************************************************
 AU2899  DESIGNATION -  HAHNVILLE MUN TANK
 AU2899  PID         -  AU2899
 AU2899  STATE/COUNTY-  LA/ST CHARLES
 AU2899  USGS QUAD   -  HAHNVILLE (1995)
 AU2899
 AU2899                         *CURRENT SURVEY CONTROL
 AU2899  ___________________________________________________________________
 AU2899* NAD 83(1992)-  29 58 50.28396(N)    090 24 26.17205(W)     ADJUSTED  
 AU2899* NAVD 88     -                                                        
 AU2899  **This station is located in a subsidence area (see below).
 AU2899  ___________________________________________________________________
 AU2899  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU2899  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU2899
 AU2899  HORZ ORDER  -  THIRD
 AU2899
 AU2899.The horizontal coordinates were established by classical geodetic methods
 AU2899.and adjusted by the National Geodetic Survey in January 1993..
 AU2899
 AU2899 ** The orthometric height has not been validated since last determined
 AU2899 ** by differential leveling and should not be used for control purposes.
 AU2899 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2899 ** area with valid NAVD 88 orthometric heights.
 AU2899 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2899 ** epoch indicated which incorporates improved geoid heights for the
 AU2899 ** Southern Louisiana Subsidence area.
 AU2899 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2899
 AU2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2899
 AU2899.The geoid height was determined by GEOID03.
 AU2899
 AU2899;                    North         East     Units Scale Factor Converg.
 AU2899;SPC LA S     -   164,480.953 1,089,362.145   MT  0.99992581   +0 27 47.0
 AU2899;SPC LA S     -   539,634.59  3,574,015.64   sFT  0.99992581   +0 27 47.0
 AU2899;UTM  15      - 3,319,469.034   750,154.394   MT  1.00037213   +1 17 46.6
 AU2899
 AU2899                          SUPERSEDED SURVEY CONTROL
 AU2899
 AU2899  NAD 83(1986)-  29 58 50.30089(N)    090 24 26.17207(W) AD(       ) 4
 AU2899  NAD 27      -  29 58 49.56520(N)    090 24 25.87784(W) AD(       ) 3
 AU2899
 AU2899.Superseded values are not recommended for survey control.
 AU2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2899.See file dsdata.txt to determine how the superseded data were derived.
 AU2899
 AU2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5015419469(NAD 83)
 AU2899_MARKER: 53 = ELEVATED TANK
 AU2899
 AU2899  HISTORY     - Date     Condition        Report By
 AU2899  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2899
 AU2899                          STATION DESCRIPTION
 AU2899
 AU2899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2899'THE HAHNVILLE, MUNICIPAL WATER TANK IS LOCATED IN THE NORTHERN EDGE
 AU2899'OF HAHNVILLE ABOUT 1/4 MILE WEST OF THE MISSISSIPPI RIVER AND 150
 AU2899'FEET EAST OF STATE HIGHWAY 18.  IT IS OWNED BY THE ST CHARLES
 AU2899'PARISH WATER DISTRICT.
 AU2899'
 AU2899'IT IS A FOUR-LEGGED CHANNEL IRON STRUCTURE SUPPORTING THE TANK
 AU2899'PROPER, PAINTED SILVER COLOR AND HAS AN OVERALL HEIGHT OF 130 FEET.
 AU2899'
 AU2899'POINT INTERSECTED WAS THE BALL AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1274 ***********************************************************************
 BX1274  DESIGNATION -  HALES RM 1
 BX1274  PID         -  BX1274
 BX1274  STATE/COUNTY-  LA/NATCHITOCHES
 BX1274  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1274
 BX1274                         *CURRENT SURVEY CONTROL
 BX1274  ___________________________________________________________________
 BX1274* NAD 83(1986)-  31 31 18.     (N)    092 55 20.     (W)     SCALED    
 BX1274* NAVD 88     -        30.38   (+/-2cm)      99.7    (feet)  VERTCON   
 BX1274  ___________________________________________________________________
 BX1274  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1274
 BX1274  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1274
 BX1274.The horizontal coordinates were scaled from a topographic map and have
 BX1274.an estimated accuracy of +/- 6 seconds.
 BX1274
 BX1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1274.The vertical order pertains to the NGVD 29 superseded value.
 BX1274
 BX1274.The geoid height was determined by GEOID03.
 BX1274
 BX1274;                    North         East    Units  Estimated Accuracy
 BX1274;SPC LA N     -   113,360.      959,900.      MT  (+/- 180 meters Scaled)
 BX1274
 BX1274                          SUPERSEDED SURVEY CONTROL
 BX1274
 BX1274  NGVD 29 (??/??/??)   30.405  (m)           99.75   (f) ADJUSTED    1 2
 BX1274
 BX1274.Superseded values are not recommended for survey control.
 BX1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1274.See file dsdata.txt to determine how the superseded data were derived.
 BX1274
 BX1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ073874(NAD 83)
 BX1274_MARKER: DR = REFERENCE MARK DISK
 BX1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1274_STAMPING: R.M. HALES NO. 1 1919
 BX1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1274+STABILITY: SURFACE MOTION
 BX1274
 BX1274  HISTORY     - Date     Condition        Report By
 BX1274  HISTORY     - 1935     MONUMENTED       CGS
 BX1274  HISTORY     - 1938     GOOD             CGS
 BX1274
 BX1274                          STATION DESCRIPTION
 BX1274
 BX1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1274'1.25 MI E FROM DERRY.
 BX1274'ON THE TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, AT APPROXIMATE LOCATION
 BX1274'OF REFERENCE MARK (1919) 28 FEET SOUTH OF SOUTH RAIL, 266 FEET
 BX1274'NORTHWEST OF WEST SIDE OF CATTLEGUARD WHICH IS JUST WEST OF CROSSING,
 BX1274'34 FEET NORTHEAST OF 10TH TELEGRAPH POLE WEST OF MILEPOST NO. 227, GO
 BX1274'SOUTHWEST ON DIRT ROAD, JUST WEST OF BRIDGE OVER CAIN RIVER IN
 BX1274'CURIERVILLE (2 MILES SOUTHEAST OF DERRY) AT FIRST LANE ON RIGHT, TAKE
 BX1274'DIRT ROAD AND GO WEST TO RAILROAD AT HALES SWITCH CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1276 ***********************************************************************
 BX1276  DESIGNATION -  HALES RM 2
 BX1276  PID         -  BX1276
 BX1276  STATE/COUNTY-  LA/NATCHITOCHES
 BX1276  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1276
 BX1276                         *CURRENT SURVEY CONTROL
 BX1276  ___________________________________________________________________
 BX1276* NAD 83(1986)-  31 31 18.     (N)    092 55 21.     (W)     SCALED    
 BX1276* NAVD 88     -        30.48   (+/-2cm)     100.0    (feet)  VERTCON   
 BX1276  ___________________________________________________________________
 BX1276  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1276
 BX1276  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1276
 BX1276.The horizontal coordinates were scaled from a topographic map and have
 BX1276.an estimated accuracy of +/- 6 seconds.
 BX1276
 BX1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1276.The vertical order pertains to the NGVD 29 superseded value.
 BX1276
 BX1276.The geoid height was determined by GEOID03.
 BX1276
 BX1276;                    North         East    Units  Estimated Accuracy
 BX1276;SPC LA N     -   113,360.      959,870.      MT  (+/- 180 meters Scaled)
 BX1276
 BX1276                          SUPERSEDED SURVEY CONTROL
 BX1276
 BX1276  NGVD 29 (??/??/??)   30.507  (m)          100.09   (f) ADJUSTED    1 2
 BX1276
 BX1276.Superseded values are not recommended for survey control.
 BX1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1276.See file dsdata.txt to determine how the superseded data were derived.
 BX1276
 BX1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ073874(NAD 83)
 BX1276_MARKER: DR = REFERENCE MARK DISK
 BX1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1276_STAMPING: R.M. HALES NO. 2 1919
 BX1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1276+STABILITY: SURFACE MOTION
 BX1276
 BX1276  HISTORY     - Date     Condition        Report By
 BX1276  HISTORY     - 1935     MONUMENTED       CGS
 BX1276  HISTORY     - 1938     GOOD             CGS
 BX1276  HISTORY     - 1943     GOOD             CGS
 BX1276
 BX1276                          STATION DESCRIPTION
 BX1276
 BX1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1276'1.25 MI E FROM DERRY.
 BX1276'ON THE TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, JUST NORTH OF FENCE
 BX1276'LINE, 70.6 FEET SOUTH OF SOUTH RAIL, 51.6 FEET SOUTHWEST OF 10TH
 BX1276'TELEGRAPH POLE WEST OF MILEPOST NO. 227 AND 19.050 METERS (62.50 FEET)
 BX1276'FROM TRIANGULATION STATION HALES IN AZIMUTH 40 DEG. 58 FT. 23 IN. .5.
 BX1276'TO REACH-- GO SOUTHWEST ON DIRT ROAD, JUST WEST OF BRIDGE OVER CAIN
 BX1276'RIVER IN CURIERVILLE (2 MILES SOUTHEAST OF DERRY) AT FIRST LANE ON
 BX1276'RIGHT, TAKE DIRT ROAD AND GO WEST TO RAILROAD AT HALES SWITCH
 BX1276'CROSSING.
 BX1276
 BX1276                          STATION RECOVERY (1943)
 BX1276
 BX1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BX1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1275 ***********************************************************************
 BX1275  DESIGNATION -  HALES=Z 12
 BX1275  PID         -  BX1275
 BX1275  STATE/COUNTY-  LA/NATCHITOCHES
 BX1275  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1275
 BX1275                         *CURRENT SURVEY CONTROL
 BX1275  ___________________________________________________________________
 BX1275* NAD 83(1992)-  31 31 19.22652(N)    092 55 18.60986(W)     ADJUSTED  
 BX1275* NAVD 88     -        30.58   (+/-2cm)     100.3    (feet)  VERTCON   
 BX1275  ___________________________________________________________________
 BX1275  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 BX1275  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1275
 BX1275  HORZ ORDER  -  FIRST
 BX1275  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1275
 BX1275.The horizontal coordinates were established by classical geodetic methods
 BX1275.and adjusted by the National Geodetic Survey in January 1993..
 BX1275
 BX1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1275.The vertical order pertains to the NGVD 29 superseded value.
 BX1275
 BX1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1275
 BX1275.The geoid height was determined by GEOID03.
 BX1275
 BX1275;                    North         East     Units Scale Factor Converg.
 BX1275;SPC LA N     -   113,393.483   959,936.551   MT  0.99993844   -0 13 22.9
 BX1275;SPC LA N     -   372,025.12  3,149,391.83   sFT  0.99993844   -0 13 22.9
 BX1275;UTM  15      - 3,487,458.456   507,421.046   MT  0.99960068   +0 02 27.1
 BX1275
 BX1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1275!SPC LA N     -   0.99999929  x   0.99993844  =   0.99993773
 BX1275!UTM  15      -   0.99999929  x   0.99960068  =   0.99959997
 BX1275
 BX1275|---------------------------------------------------------------------|
 BX1275| PID    Reference Object                     Distance      Geod. Az  |
 BX1275|                                                           dddmmss.s |
 BX1275| BX1274 HALES RM 1                                         13222     |
 BX1275| CY3718 HALES AZ MK                                        1495641.0 |
 BX1275| BX1276 HALES RM 2                           19.021 METERS 22041     |
 BX1275|---------------------------------------------------------------------|
 BX1275
 BX1275                          SUPERSEDED SURVEY CONTROL
 BX1275
 BX1275  NAD 83(1986)-  31 31 19.24761(N)    092 55 18.60204(W) AD(       ) 1
 BX1275  NAD 27      -  31 31 18.63688(N)    092 55 18.03054(W) AD(       ) 1
 BX1275  NGVD 29 (??/??/??)   30.609  (m)          100.42   (f) ADJUSTED    1 2
 BX1275
 BX1275.Superseded values are not recommended for survey control.
 BX1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1275.See file dsdata.txt to determine how the superseded data were derived.
 BX1275
 BX1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0742187458(NAD 83)
 BX1275_MARKER: DS = TRIANGULATION STATION DISK
 BX1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1275_STAMPING: HALES 1919
 BX1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1275+STABILITY: SURFACE MOTION
 BX1275
 BX1275  HISTORY     - Date     Condition        Report By
 BX1275  HISTORY     - 1919     MONUMENTED       CGS
 BX1275  HISTORY     - 1919     GOOD             CGS
 BX1275  HISTORY     - 1935     GOOD             CGS
 BX1275  HISTORY     - 1969     GOOD             CGS
 BX1275  HISTORY     - 1969     GOOD             CGS
 BX1275
 BX1275                          STATION DESCRIPTION
 BX1275
 BX1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX1275'STATION IS ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ABOUT
 BX1275'1-1/4 MILES E OF DERRY, ABOUT 40 METERS (131 FEET) W OF
 BX1275'SIGNBOARD HALES AND ABOUT 10-1/2 TELEGRAPH POLES E OF MILEPOST
 BX1275'NO. 227, AND 4 METERS (13 FEET) S OF CENTER OF MAIN TRACK.
 BX1275'
 BX1275'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX1275'DISKS SET IN CONCRETE.
 BX1275'
 BX1275'REFERENCE MARK IS 18.185 METERS (59.66 FEET) FROM STATION
 BX1275'S 48 DEG 38 MIN E.
 BX1275
 BX1275                          STATION RECOVERY (1919)
 BX1275
 BX1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1275'1.25 MI E FROM DERRY.
 BX1275'ABOUT 1-1/4 MILES EAST OF DERRY, ON THE TEXAS AND PACIFIC RAILWAY,
 BX1275'ABOUT 40 METERS (131 FEET) WEST OF SIGNBOARD HALES, 38.2 FEET
 BX1275'NORTHWEST OF 10TH TELEGRAPH POLE WEST OF MILEPOST NO. 227.  THIS POLE
 BX1275'HAS A TRIANGLE FORMED BY 3 COCA COLA CAPS NAILED TO IT.  STATION IS
 BX1275'320 FEET WEST OF WEST SIDE OF CATTLE GUARD, WHICH IS JUST WEST OF ROAD
 BX1275'CROSSING, 4 METERS (13 FEET) SOUTH OF CENTER OF MAIN TRACK, AND 10.5
 BX1275'FEET S. OF S. RAIL.
 BX1275
 BX1275                          STATION RECOVERY (1935)
 BX1275
 BX1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1275'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 BX1275'MARK BADLY BROKEN AND TABLET GONE.
 BX1275'
 BX1275'ADDITIONAL DESCRIPTION FOLLOWS--STATION IS 320 FEET W OF
 BX1275'W SIDE OF CATTLE GUARD, WHICH IS JUST W OF ROAD CROSSING,
 BX1275'10.5 FEET S OF S RAIL, 38.2 FEET NW OF 10TH TELEGRAPH POLE
 BX1275'W OF MILEPOST NO. 227.  THIS POLE HAS A TRIANGLE FORMED
 BX1275'BY 3 COCA COLA CAPS NAILED TO IT.  STATION MARK IS STAMPED
 BX1275'HALES 1919.
 BX1275'
 BX1275'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET IN
 BX1275'A 14-BY 14-BY 30-INCH CONCRETE PIER, AT APPROXIMATE LOCATION
 BX1275'OF REFERENCE MARK (1919) 28 FEET S OF S RAIL, 266 FEET NW
 BX1275'OF W SIDE OF CATTLE GUARD WHICH IS JUST W OF CROSSING, 34
 BX1275'FEET NE OF 10TH TELEGRAPH POLE W OF MILEPOST NO. 227, AND
 BX1275'18.153 METERS (59.52 FEET) FROM STATION S 48 DEG
 BX1275'38 MIN E.
 BX1275'
 BX1275'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BX1275'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, ON RAILROAD
 BX1275'RIGHT-OF-WAY, JUST N OF FENCE LINE, 70.6 FEET S OF S RAIL,
 BX1275'51.6 FEET SW OF 10TH TELEGRAPH POLE W OF MILEPOST NO. 227
 BX1275'AND 19.050 METERS (62.50 FEET) FROM STATION S 40
 BX1275'DEG 58 MIN 23.5 SEC W.  TO REFERENCE MARK NO. 1 IT IS 25.97 METERS
 BX1275'(85.23 FEET) N 85 DEG 15 MIN 30 SEC E.
 BX1275'
 BX1275'TO REACH THIS STATION, GO SW ON DIRT ROAD, JUST W OF BRIDGE
 BX1275'OVER CAIN RIVER IN CURIERVILLE (2 MILES SE OF DERRY) AT FIRST
 BX1275'LANE ON RIGHT, TAKE DIRT ROAD AND GO W TO RAILROAD AT HALES
 BX1275'SWITCH CROSSING.
 BX1275
 BX1275                          STATION RECOVERY (1969)
 BX1275
 BX1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1275'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 BX1275'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 AND AN AZIMUTH
 BX1275'MARK WERE ESTABLISHED BY THIS PARTY.
 BX1275'
 BX1275'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 BX1275'
 BX1275'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF
 BX1275'CLOUTIERVILLE AND ON THE SOUTH RIGHT-OF-WAY OF THE TEXAS PACIFIC
 BX1275'RAILROAD.
 BX1275'
 BX1275'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BX1275'495 IN CLOUTIERVILLE, GO EAST ON HIGHWAY 1 FOR 0.1 MILE TO A
 BX1275'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON A PAVED ROAD FOR
 BX1275'1.05 MILES TO RAILROAD TRACKS.  TURN RIGHT AND GO WEST ALONG
 BX1275'THE NORTH SIDE OF THE RAILROAD TRACKS FOR 0.05 MILE TO THE
 BX1275'STATION ON THE LEFT.
 BX1275'
 BX1275'THE STATION MARK IS A STANDARD DISK STAMPED HALES 1919, SET IN
 BX1275'THE TOP OF A CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE SURFACE
 BX1275'OF THE GROUND.  IT IS 131 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 BX1275'64.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 62 FEET
 BX1275'NORTH-NORTHEAST OF A FENCE, 38.5 FEET NORTH-NORTHWEST OF A
 BX1275'TELEGRAPH POLE AND 11 FEET SOUTH-SOUTHWEST OF THE SOUTH RAIL OF
 BX1275'THE RAILROAD TRACKS.
 BX1275'
 BX1275'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HALES RM 2 1919,
 BX1275'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 BX1275'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 71 FEET
 BX1275'SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 52
 BX1275'FEET SOUTHWEST OF THE TELEGRAPH POLE, 3.5 FEET NORTHEAST OF THE
 BX1275'METAL WITNESS POST AND 2 FEET NORTH-NORTHEAST OF THE FENCE.
 BX1275'
 BX1275'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HALES 1919 NO 3
 BX1275'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX1275'THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BX1275'114 FEET WEST OF A TELEGRAPH POLE, 51.6 FEET SOUTH-SOUTHWEST
 BX1275'OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 40.3 FEET SOUTHEAST
 BX1275'OF THE TELEGRAPH POLE AND 21 FEET NORTH-NORTHEAST OF THE FENCE.
 BX1275'
 BX1275'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HALES 1919 1969, SET
 BX1275'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX1275'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 135.5
 BX1275'FEET SOUTHWEST OF A 36-INCH OAK TREE NEAR A FENCELINE, 6 FEET
 BX1275'WEST-SOUTHWEST OF THE NORTH CORNER OF A STOCK BARN AND 1 FOOT
 BX1275'NORTHWEST OF THE NORTHWEST SIDE OF THE BARN.  A METAL WITNESS
 BX1275'SIGN IS ATTACHED TO THE BARN JUST ABOVE THE AZIMUTH MARK.
 BX1275'
 BX1275'TO REACH THE AZIMUTH MARK FROM THE RAILROAD TRACKS AT THE
 BX1275'STATION, CONTINUE SOUTHERLY ON THE PAVED ROAD FOR 0.15 MILE TO A
 BX1275'DRIVEWAY ON THE LEFT. TURN LEFT AND GO EAST, PASS TO THE SOUTH
 BX1275'OF THE HOUSE FOR 0.05 MILE TO A GATE.  PASS THROUGH THE GATE
 BX1275'AND GO EASTERLY ACROSS PASTURE FOR 0.25 MILE TO THE AZIMUTH MARK.
 BX1275'
 BX1275'NOTE--A TRAVERSE CONNECTION WAS MADE TO RM 3.
 BX1275'
 BX1275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1275'2.0 MILES SOUTH-SOUTHWEST OF CLOUTIERVILLE.
 BX1275
 BX1275                          STATION RECOVERY (1969)
 BX1275
 BX1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6468 ***********************************************************************
 AH6468  DESIGNATION -  HALFWAY
 AH6468  PID         -  AH6468
 AH6468  STATE/COUNTY-  LA/TERREBONNE
 AH6468  USGS QUAD   -  GRAY (1980)
 AH6468
 AH6468                         *CURRENT SURVEY CONTROL
 AH6468  ___________________________________________________________________
 AH6468* NAD 83(1992)-  29 40 42.28761(N)    090 47 01.18040(W)     ADJUSTED  
 AH6468* NAVD 88     -         3.9  **(meters)      13.   **(feet)  GPS OBS   
 AH6468  **This station is located in a subsidence area (see below).
 AH6468  ___________________________________________________________________
 AH6468  X           -     -75,852.533 (meters)                     COMP
 AH6468  Y           -  -5,545,456.225 (meters)                     COMP
 AH6468  Z           -   3,139,441.229 (meters)                     COMP
 AH6468  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6468  ELLIP HEIGHT-         -21.69  (meters)          (02/21/02) GPS OBS
 AH6468  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH6468
 AH6468  HORZ ORDER  -  FIRST
 AH6468  ELLP ORDER  -  FIFTH     CLASS I
 AH6468
 AH6468.The horizontal coordinates were established by GPS observations
 AH6468.and adjusted by the National Geodetic Survey in December 1998..
 AH6468
 AH6468 ** The orthometric height has not been validated since last determined
 AH6468 ** by differential leveling and should not be used for control purposes.
 AH6468 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6468 ** area with valid NAVD 88 orthometric heights.
 AH6468 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6468 ** epoch indicated which incorporates improved geoid heights for the
 AH6468 ** Southern Louisiana Subsidence area.
 AH6468 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6468.The orthometric height was determined by GPS observations and a
 AH6468.high-resolution geoid model.
 AH6468
 AH6468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6468
 AH6468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6468
 AH6468.The ellipsoidal height was determined by GPS observations
 AH6468.and is referenced to NAD 83.
 AH6468
 AH6468.The geoid height was determined by GEOID03.
 AH6468
 AH6468;                    North         East     Units Scale Factor Converg.
 AH6468;SPC LA S     -   130,748.667 1,053,202.663   MT  0.99994148   +0 16 29.4
 AH6468;SPC LA S     -   428,964.58  3,455,382.40   sFT  0.99994148   +0 16 29.4
 AH6468;UTM  15      - 3,285,206.349   714,474.050   MT  1.00016759   +1 05 52.1
 AH6468
 AH6468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6468!SPC LA S     -   1.00000341  x   0.99994148  =   0.99994489
 AH6468!UTM  15      -   1.00000341  x   1.00016759  =   1.00017100
 AH6468
 AH6468:                Primary Azimuth Mark                     Grid Az
 AH6468:SPC LA S     -  HALFWAY AZIMUTH MARK                     275 33 56.3
 AH6468:UTM  15      -  HALFWAY AZIMUTH MARK                     274 44 33.6
 AH6468
 AH6468|---------------------------------------------------------------------|
 AH6468| PID    Reference Object                     Distance      Geod. Az  |
 AH6468|                                                           dddmmss.s |
 AH6468| AH6467 HALFWAY AZIMUTH MARK                APPROX. 0.9 KM 2755025.7 |
 AH6468|---------------------------------------------------------------------|
 AH6468
 AH6468                          SUPERSEDED SURVEY CONTROL
 AH6468
 AH6468  ELLIP H (12/17/98)  -21.68   (m)                       GP(       ) 4 2
 AH6468
 AH6468.Superseded values are not recommended for survey control.
 AH6468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6468.See file dsdata.txt to determine how the superseded data were derived.
 AH6468
 AH6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1447485206(NAD 83)
 AH6468_MARKER: DD = SURVEY DISK
 AH6468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6468_STAMPING: HALFWAY 1989
 AH6468_MARK LOGO: LA-109
 AH6468_PROJECTION: FLUSH
 AH6468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6468+STABILITY: SURFACE MOTION
 AH6468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6468+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6468
 AH6468  HISTORY     - Date     Condition        Report By
 AH6468  HISTORY     - 1990     MONUMENTED       GSENG
 AH6468
 AH6468                          STATION DESCRIPTION
 AH6468
 AH6468'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6468'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6468'RELOCATED U.S. HIGHWAY 90 (STATE HIGHWAY 3052), (TOWNSHIP 16 EAST
 AH6468'RANGE 16 SOUTH SECTION 5) IN A GRASSY AREA THAT LIES BETWEEN THE EAST
 AH6468'BOUND EXIT LANE TO HWY 24 (SOUTH) AND A SERVICE ROAD.  MONUMENT IS
 AH6468'LOCATED ACROSS FROM THE STATE POLICE TROOP C FACILITY.  MONUMENT IS A
 AH6468'TERREBONNE PARISH L.I.S. BRASS DISK SET IN CONCRETE AND IS RECESSED
 AH6468'0.35 FT (10.67 CM) BELOW THE GROUND SURFACE AND IS STAMPED HALFWAY
 AH6468'1989. MONUMENT IS 67.05 FT (20.44 M) SOUTH OF A NAIL/SHINER SET ON THE
 AH6468'EDGE OF THE PAVEMENT OF THE EAST BOUND EXIT LANE, 40.22 FT (12.26 M)
 AH6468'NORTHEASTERLY OF A NAIL/SHINER SET IN THE CENTERLINE OF THE SERVICE
 AH6468'ROAD, AND 42.24 FT (12.87 M) NORTHERLY OF A NAIL/SHINER SET IN THE
 AH6468'CENTERLINE OF THE SERVICE ROAD. MONUMENT IS 67.50 FT (20.57 M)
 AH6468'SOUTHWEST OF A YIELD SIGN THAT IS ALONG THE SHOULDER OF THE EXIT LANE
 AH6468'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6467 ***********************************************************************
 AH6467  DESIGNATION -  HALFWAY AZIMUTH MARK
 AH6467  PID         -  AH6467
 AH6467  STATE/COUNTY-  LA/TERREBONNE
 AH6467  USGS QUAD   -  GRAY (1980)
 AH6467
 AH6467                         *CURRENT SURVEY CONTROL
 AH6467  ___________________________________________________________________
 AH6467* NAD 83(1992)-  29 40 45.22885(N)    090 47 34.12141(W)     ADJUSTED  
 AH6467* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6467  **This station is located in a subsidence area (see below).
 AH6467  ___________________________________________________________________
 AH6467  X           -     -76,737.500 (meters)                     COMP
 AH6467  Y           -  -5,545,396.659 (meters)                     COMP
 AH6467  Z           -   3,139,518.461 (meters)                     COMP
 AH6467  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6467  ELLIP HEIGHT-         -24.62  (meters)          (02/21/02) GPS OBS
 AH6467  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH6467
 AH6467  HORZ ORDER  -  FIRST
 AH6467  ELLP ORDER  -  FIFTH     CLASS I
 AH6467
 AH6467.The horizontal coordinates were established by GPS observations
 AH6467.and adjusted by the National Geodetic Survey in December 1998..
 AH6467
 AH6467 ** The orthometric height has not been validated since last determined
 AH6467 ** by differential leveling and should not be used for control purposes.
 AH6467 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6467 ** area with valid NAVD 88 orthometric heights.
 AH6467 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6467 ** epoch indicated which incorporates improved geoid heights for the
 AH6467 ** Southern Louisiana Subsidence area.
 AH6467 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6467.The orthometric height was determined by GPS observations and a
 AH6467.high-resolution geoid model.
 AH6467
 AH6467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6467
 AH6467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6467
 AH6467.The ellipsoidal height was determined by GPS observations
 AH6467.and is referenced to NAD 83.
 AH6467
 AH6467.The geoid height was determined by GEOID03.
 AH6467
 AH6467;                    North         East     Units Scale Factor Converg.
 AH6467;SPC LA S     -   130,835.011 1,052,316.588   MT  0.99994140   +0 16 13.0
 AH6467;SPC LA S     -   429,247.87  3,452,475.34   sFT  0.99994140   +0 16 13.0
 AH6467;UTM  15      - 3,285,279.973   713,586.628   MT  1.00016290   +1 05 35.8
 AH6467
 AH6467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6467!SPC LA S     -   1.00000387  x   0.99994140  =   0.99994527
 AH6467!UTM  15      -   1.00000387  x   1.00016290  =   1.00016677
 AH6467
 AH6467:                Primary Azimuth Mark                     Grid Az
 AH6467:SPC LA S     -  HALFWAY                                  095 33 56.4
 AH6467:UTM  15      -  HALFWAY                                  094 44 33.6
 AH6467
 AH6467|---------------------------------------------------------------------|
 AH6467| PID    Reference Object                     Distance      Geod. Az  |
 AH6467|                                                           dddmmss.s |
 AH6467| AH6468 HALFWAY                             APPROX. 0.9 KM 0955009.4 |
 AH6467|---------------------------------------------------------------------|
 AH6467
 AH6467                          SUPERSEDED SURVEY CONTROL
 AH6467
 AH6467  ELLIP H (12/17/98)  -24.60   (m)                       GP(       ) 4 2
 AH6467
 AH6467.Superseded values are not recommended for survey control.
 AH6467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6467.See file dsdata.txt to determine how the superseded data were derived.
 AH6467
 AH6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1358785280(NAD 83)
 AH6467_MARKER: DD = SURVEY DISK
 AH6467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6467_STAMPING: HALFWAY AZ MK 1989
 AH6467_MARK LOGO: LA-109
 AH6467_PROJECTION: FLUSH
 AH6467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6467+STABILITY: SURFACE MOTION
 AH6467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6467+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6467
 AH6467  HISTORY     - Date     Condition        Report By
 AH6467  HISTORY     - 1990     MONUMENTED       GSENG
 AH6467
 AH6467                          STATION DESCRIPTION
 AH6467
 AH6467'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6467'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA, (TOWNSHIP 16 SOUTH
 AH6467'RANGE 16 EAST SECTION 4) AND IS SET IN THE CENTERLINE MEDIAN OF
 AH6467'RELOCATED U.S. HIGHWAY 90 (HWY 3052) APPROXIMATELY 0.56 MI (0.90 KM)
 AH6467'WEST OF STATE HIGHWAY 24, MONUMENT IS IMMEDIATELY EAST OF A BRIDGE
 AH6467'OVER A CANAL AND IS IN A SHELL SURFACED AREA.  MONUMENT IS A
 AH6467'TERREBONNE PARISH L.I.S. BRASS DISK THAT IS RECESSED 0.35 FT (10.67
 AH6467'CM) BELOW THE GROUND SURFACE AND IS STAMPED HALFWAY AZ MK 1989.
 AH6467'MONUMENT IS 37.34 FT (11.38 M) NORTHEASTERLY OF A CROSS CHISELED INTO
 AH6467'THE EASTERN BRIDGE ABUTMENT OF THE EASTBOUND LANES, 35.39 FT (10.79 M)
 AH6467'SOUTHEASTERLY OF A NAIL/SHINER SET INTO A 6 INCH WOOD POST THAT
 AH6467'SUPPORTS A METAL GUARD RAIL ON THE WESTBOUND LANES, 30.32 FT (9.24 M)
 AH6467'SOUTHWESTERLY OF A NAIL/SHINER SET INTO A 6 INCH WOOD POST THAT
 AH6467'SUPPORTS A METAL GUARD RAIL.  MONUMENT IS 49.00 FT (14.94 M) SOUTH OF
 AH6467'THE CENTERLINE OF THE WESTBOUND LANES AND 39.00 FT (11.89 M) NORTH OF
 AH6467'THE CENTERLINE OF THE EASTBOUND LANES OF RELOCATED HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3102 ***********************************************************************
 CQ3102  DESIGNATION -  HALL SUMMIT LOT LDC
 CQ3102  PID         -  CQ3102
 CQ3102  STATE/COUNTY-  LA/RED RIVER
 CQ3102  USGS QUAD   -  HALL SUMMIT (1980)
 CQ3102
 CQ3102                         *CURRENT SURVEY CONTROL
 CQ3102  ___________________________________________________________________
 CQ3102* NAD 83(1992)-  32 12 44.27825(N)    093 19 56.91854(W)     ADJUSTED  
 CQ3102* NAVD 88     -                                                        
 CQ3102  ___________________________________________________________________
 CQ3102  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CQ3102  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3102
 CQ3102  HORZ ORDER  -  THIRD
 CQ3102
 CQ3102.The horizontal coordinates were established by classical geodetic methods
 CQ3102.and adjusted by the National Geodetic Survey in January 1993..
 CQ3102
 CQ3102
 CQ3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3102
 CQ3102.The geoid height was determined by GEOID03.
 CQ3102
 CQ3102;                    North         East     Units Scale Factor Converg.
 CQ3102;SPC LA N     -   190,153.583   921,524.822   MT  0.99992791   -0 26 24.5
 CQ3102;SPC LA N     -   623,862.21  3,023,369.35   sFT  0.99992791   -0 26 24.5
 CQ3102;UTM  15      - 3,564,016.346   468,668.235   MT  0.99961211   -0 10 38.0
 CQ3102
 CQ3102                          SUPERSEDED SURVEY CONTROL
 CQ3102
 CQ3102  NAD 83(1986)-  32 12 44.29133(N)    093 19 56.91137(W) AD(       ) 4
 CQ3102  NAD 27      -  32 12 43.71900(N)    093 19 56.28800(W) AD(       ) 3
 CQ3102
 CQ3102.Superseded values are not recommended for survey control.
 CQ3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3102.See file dsdata.txt to determine how the superseded data were derived.
 CQ3102
 CQ3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6866864016(NAD 83)
 CQ3102_MARKER: 57 = LOOKOUT TOWER
 CQ3102
 CQ3102  HISTORY     - Date     Condition        Report By
 CQ3102  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ3102  HISTORY     - 1969     GOOD             CGS
 CQ3102
 CQ3102                          STATION DESCRIPTION
 CQ3102
 CQ3102'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3102'THIS INTERSECTION STATION IS ABOUT 11 MILES WSW OF CASTOR
 CQ3102'AND IS THE LOOKOUT TOWER OWNED AND OPERATED BY THE LOUISIANA
 CQ3102'DEPARTMENT OF CONSERVATION, DIVISION OF FORESTRY.  BUILT
 CQ3102'IN 1935, THE LOOKOUT CABIN IS SUPPORTED BY A FOUR-LEGGED STEEL
 CQ3102'TOWER 100 FEET HIGH.
 CQ3102
 CQ3102                          STATION RECOVERY (1969)
 CQ3102
 CQ3102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3102'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3127 ***********************************************************************
 CQ3127  DESIGNATION -  HALL SUMMIT LOT LDC
 CQ3127  PID         -  CQ3127
 CQ3127  STATE/COUNTY-  LA/BIENVILLE
 CQ3127  USGS QUAD   -  RINGGOLD (1972)
 CQ3127
 CQ3127                         *CURRENT SURVEY CONTROL
 CQ3127  ___________________________________________________________________
 CQ3127* NAD 83(1992)-  32 16 10.69530(N)    093 21 51.04891(W)     ADJUSTED  
 CQ3127* NAVD 88     -                                                        
 CQ3127  ___________________________________________________________________
 CQ3127  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 CQ3127  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ3127
 CQ3127  HORZ ORDER  -  THIRD
 CQ3127
 CQ3127.The horizontal coordinates were established by classical geodetic methods
 CQ3127.and adjusted by the National Geodetic Survey in January 1993..
 CQ3127
 CQ3127
 CQ3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3127
 CQ3127.The geoid height was determined by GEOID03.
 CQ3127
 CQ3127;                    North         East     Units Scale Factor Converg.
 CQ3127;SPC LA N     -   196,534.612   918,587.046   MT  0.99993354   -0 27 24.8
 CQ3127;SPC LA N     -   644,797.31  3,013,731.00   sFT  0.99993354   -0 27 24.8
 CQ3127;UTM  15      - 3,570,381.818   465,702.177   MT  0.99961451   -0 11 40.0
 CQ3127
 CQ3127                          SUPERSEDED SURVEY CONTROL
 CQ3127
 CQ3127  NAD 83(1986)-  32 16 10.70838(N)    093 21 51.04242(W) AD(       ) 4
 CQ3127  NAD 27      -  32 16 10.14024(N)    093 21 50.42332(W) AD(       ) 3
 CQ3127
 CQ3127.Superseded values are not recommended for survey control.
 CQ3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3127.See file dsdata.txt to determine how the superseded data were derived.
 CQ3127
 CQ3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6570270382(NAD 83)
 CQ3127_MARKER: 57 = LOOKOUT TOWER
 CQ3127
 CQ3127  HISTORY     - Date     Condition        Report By
 CQ3127  HISTORY     - 1969     FIRST OBSERVED   LASCC
 CQ3127
 CQ3127                          STATION DESCRIPTION
 CQ3127
 CQ3127'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2434 ***********************************************************************
 AU2434  DESIGNATION -  HALTERS 1933
 AU2434  PID         -  AU2434
 AU2434  STATE/COUNTY-  LA/TERREBONNE
 AU2434  USGS QUAD   -  PLUMB BAYOU (1978)
 AU2434
 AU2434                         *CURRENT SURVEY CONTROL
 AU2434  ___________________________________________________________________
 AU2434* NAD 83(1992)-  29 23 32.77142(N)    091 13 31.93003(W)     ADJUSTED  
 AU2434* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2434  ___________________________________________________________________
 AU2434  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2434  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AU2434
 AU2434  HORZ ORDER  -  THIRD
 AU2434
 AU2434.The horizontal coordinates were established by classical geodetic methods
 AU2434.and adjusted by the National Geodetic Survey in January 1993..
 AU2434
 AU2434.The orthometric height was scaled from a topographic map.
 AU2434
 AU2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2434
 AU2434.The geoid height was determined by GEOID03.
 AU2434
 AU2434;                    North         East     Units Scale Factor Converg.
 AU2434;SPC LA S     -    98,928.277 1,010,463.530   MT  0.99998172   +0 03 14.0
 AU2434;SPC LA S     -   324,567.19  3,315,162.43   sFT  0.99998172   +0 03 14.0
 AU2434;UTM  15      - 3,252,774.390   672,190.169   MT  0.99996586   +0 52 16.0
 AU2434
 AU2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2434!SPC LA S     -   1.00000393  x   0.99998172  =   0.99998565
 AU2434!UTM  15      -   1.00000393  x   0.99996586  =   0.99996979
 AU2434
 AU2434                          SUPERSEDED SURVEY CONTROL
 AU2434
 AU2434  NAD 83(1986)-  29 23 32.79568(N)    091 13 31.93080(W) AD(       ) 3
 AU2434  NAD 27      -  29 23 32.01300(N)    091 13 31.55200(W) AD(       ) 3
 AU2434
 AU2434.Superseded values are not recommended for survey control.
 AU2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2434.See file dsdata.txt to determine how the superseded data were derived.
 AU2434
 AU2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7219052774(NAD 83)
 AU2434_MARKER: DS = TRIANGULATION STATION DISK
 AU2434_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2434_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2434
 AU2434  HISTORY     - Date     Condition        Report By
 AU2434  HISTORY     - 1933     MONUMENTED       CGS
 AU2434  HISTORY     - 1948     GOOD             CGS
 AU2434  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AU2434  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU2434
 AU2434                          STATION DESCRIPTION
 AU2434
 AU2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2434'STATION IS IN THE MARSH ON THE SW POINT OF HALTERS ISLAND
 AU2434'ON THE N SIDE OF THE WESTERN ENTRANCE TO FOUR LEAGUE BAY,
 AU2434'ABOUT 55 METERS (180 FEET) FROM ATCHAFALAYA BAY, AND ABOUT 75
 AU2434'METERS (245 FEET) FROM FOUR LEAGUE BAY.
 AU2434'
 AU2434'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2434'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2434'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 AU2434'THE MARSH.
 AU2434'
 AU2434'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 AU2434'IN THE CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE
 AU2434'TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 24.150 METERS
 AU2434'(79.23 FEET) FROM THE STATION N 63 DEG 15 MIN E.
 AU2434'
 AU2434'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 AU2434'IN THE CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE
 AU2434'TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 26.120 METERS
 AU2434'(85.70 FEET) FROM THE STATION S 20 DEG 30 MIN E.
 AU2434
 AU2434                          STATION RECOVERY (1948)
 AU2434
 AU2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2434'STATION AND REFERENCE MARKS WERE RECOVERED.
 AU2434'
 AU2434'THE STATION IS LOCATED ON THE N OF THE ISLAND, ABOUT 125
 AU2434'FEET E OF THE NW TIP OF LAND, ON THE E SIDE OF A SMALL POINT,
 AU2434'AND IS ALMOST IN THE WATER.
 AU2434'
 AU2434'REFERENCE MARK 1 IS ABOUT 5 METERS OFF SHORE IN A SMALL BAY
 AU2434'TO THE E OF THE STATION AND THE PILE ON WHICH IT IS SET IS
 AU2434'LOOSE IN THE MUD.
 AU2434'
 AU2434'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 AU2434
 AU2434                          STATION RECOVERY (1953)
 AU2434
 AU2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2434'STATION DESTROYED.  IT WAS FOUND OFFSHORE IN THE WATER AND
 AU2434'LEANING TO ONE SIDE.  REFERENCE MARK 1 WAS RECOVERED IN POOR
 AU2434'CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED.
 AU2434'
 AU2434'STATION IS LOCATED ABOUT 20 FT. FROM THE APPARENT SHORELINE.
 AU2434'AT THE TIME THAT THE STATION WAS VISITED, THERE WAS A 10-FT.
 AU2434'OBSERVING STAND IN PLACE OVER IT.  THE DISK IS STAMPED HALTER
 AU2434'1933.
 AU2434'
 AU2434'REFERENCE MARK 1 IS IN THE WATER, ABOUT 50 FT. FROM THE APPARENT
 AU2434'SHORELINE.  IT IS APPARENTLY UNDISTURBED BUT WILL PROBABLY
 AU2434'BE WASHED OUT SOON.  IT WAS NOT ACCESSIBLE FOR EXAMINATION.
 AU2434
 AU2434                          STATION RECOVERY (1955)
 AU2434
 AU2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2434'ONE REFERENCE MARK WAS RECOVERED IN POOR CONDITION.
 AU2434'
 AU2434'ONLY REFERENCE MARK 2 WAS RECOVERED IN POOR CONDITION.  IT
 AU2434'IS AT THE SW TIP OF HALTERS ISLAND, ABOUT 6 FT. OFFSHORE ON
 AU2434'THE NW SIDE OF THE POINT, A STANDARD DISK, STAMPED NO 2 AND
 AU2434'SET IN A 10-IN. SQUARE CONCRETE BLOCK ON A PILE.
 AU2434'
 AU2434'THE SITES OF THE STATION MARK AND REFERENCE MARK 1 ARE NOW
 AU2434'IN THE WATER, AND THERE WAS NO TRACE OF THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3394 ***********************************************************************
 CQ3394  DESIGNATION -  HAMILTON
 CQ3394  PID         -  CQ3394
 CQ3394  STATE/COUNTY-  LA/CLAIBORNE
 CQ3394  USGS QUAD   -  HOMER (1986)
 CQ3394
 CQ3394                         *CURRENT SURVEY CONTROL
 CQ3394  ___________________________________________________________________
 CQ3394* NAD 83(1992)-  32 47 20.83963(N)    093 00 16.04696(W)     ADJUSTED  
 CQ3394* NAVD 88     -        72.9    (meters)     239.     (feet)  VERTCON   
 CQ3394  ___________________________________________________________________
 CQ3394  X           -    -281,315.340 (meters)                     COMP
 CQ3394  Y           -  -5,359,838.051 (meters)                     COMP
 CQ3394  Z           -   3,434,346.732 (meters)                     COMP
 CQ3394  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CQ3394  ELLIP HEIGHT-          46.89  (meters)          (01/02/04) GPS OBS
 CQ3394  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ3394
 CQ3394  HORZ ORDER  -  THIRD
 CQ3394  ELLP ORDER  -  FOURTH    CLASS II
 CQ3394
 CQ3394.This mark is at Homer Airport (5F4)
 CQ3394
 CQ3394.The horizontal coordinates were established by GPS observations
 CQ3394.and adjusted by the National Geodetic Survey in September 1999..
 CQ3394
 CQ3394.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3394
 CQ3394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3394
 CQ3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3394
 CQ3394.The ellipsoidal height was determined by GPS observations
 CQ3394.and is referenced to NAD 83.
 CQ3394
 CQ3394.The geoid height was determined by GEOID03.
 CQ3394
 CQ3394;                    North         East     Units Scale Factor Converg.
 CQ3394;SPC LA N     -   253,927.372   952,743.741   MT  1.00003021   -0 16 00.1
 CQ3394;SPC LA N     -   833,093.39  3,125,793.42   sFT  1.00003021   -0 16 00.1
 CQ3394;UTM  15      - 3,627,909.406   499,582.612   MT  0.99960000   -0 00 08.7
 CQ3394
 CQ3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3394!SPC LA N     -   0.99999264  x   1.00003021  =   1.00002285
 CQ3394!UTM  15      -   0.99999264  x   0.99960000  =   0.99959264
 CQ3394
 CQ3394:                Primary Azimuth Mark                     Grid Az
 CQ3394:SPC LA N     -  HAMILTON AZ MK                           123 07 21.5
 CQ3394:UTM  15      -  HAMILTON AZ MK                           122 51 30.1
 CQ3394
 CQ3394|---------------------------------------------------------------------|
 CQ3394| PID    Reference Object                     Distance      Geod. Az  |
 CQ3394|                                                           dddmmss.s |
 CQ3394| CQ3393 HAMILTON AZ MK                      APPROX. 0.6 KM 1225121.4 |
 CQ3394|---------------------------------------------------------------------|
 CQ3394
 CQ3394                          SUPERSEDED SURVEY CONTROL
 CQ3394
 CQ3394  NAD 83(1992)-  32 47 20.84031(N)    093 00 16.04612(W) AD(       ) 3
 CQ3394  ELLIP H (01/21/93)   46.94   (m)                       GP(       ) 4 2
 CQ3394  NAD 83(1986)-  32 47 20.85237(N)    093 00 16.03762(W) AD(       ) 3
 CQ3394  NAD 27      -  32 47 20.34862(N)    093 00 15.47285(W) AD(       ) 3
 CQ3394  NGVD 29 (11/20/87)   73.0    (m)          240.     (f) GPS OBS        
 CQ3394
 CQ3394.Superseded values are not recommended for survey control.
 CQ3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3394.See file dsdata.txt to determine how the superseded data were derived.
 CQ3394
 CQ3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9958327909(NAD 83)
 CQ3394_MARKER: DS = TRIANGULATION STATION DISK
 CQ3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3394_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ3394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3394+STABILITY: SURFACE MOTION
 CQ3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3394+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1987
 CQ3394
 CQ3394  HISTORY     - Date     Condition        Report By
 CQ3394  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3394  HISTORY     - 19870417 GOOD
 CQ3394
 CQ3394                          STATION DESCRIPTION
 CQ3394
 CQ3394'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3394'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) EAST OF HOMER AT THE
 CQ3394'HOMER MUNICIPAL AIRPORT, NEAR THE RUNWAY AND RUNWAY APPROACH.
 CQ3394'OWNERSHIP--CITY OF HOMER, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 CQ3394'MR. JAMES HAMILTON, HOMER, LS. 71048, TELEPHONE 318-927-3555.
 CQ3394'
 CQ3394'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 CQ3394'HIGHWAY 2 IN NORTH HOMER, GO EAST ON HIGHWAY 2 FOR 3 KM (1.85 MI)
 CQ3394'TO THE JUNCTION WITH STATE HIGHWAY 9, THENCE CONTINUE EAST ON
 CQ3394'HIGHWAY 2 FOR 1.1 KM (0.7 MI) TO THE AIRPORT RD, THEN RIGHT, SOUTH
 CQ3394'ON THE AIRPORT RD FOR 0.6 KM (0.4 MI) TO A SIDE ROAD LEFT, THEN
 CQ3394'LEFT, SOUTHEASTERLY ON A PAVED ROAD FOR 1.4 KM (0.85 MI) TO THE
 CQ3394'AIRPORT OFFICE BUILDING AND FRONT ENTRANCE GATE, THEN SOUTH THROUGH
 CQ3394'GATE ONTO RUNWAY APPROACH FOR 0.2 KM (0.1 MI) TO THE RUNWAY AND THE
 CQ3394'STATION ON THE RIGHT.
 CQ3394'
 CQ3394'THE STATION IS A STANDARD NGS DISK
 CQ3394'STAMPED---HAMILTON 1986---,
 CQ3394'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3394'30 CM IN DIAMETER PROJECTING 0.3 CM ABOVE GROUND.  LOCATED
 CQ3394'115.7 METERS (379.5 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 CQ3394'OF THE AIRPORT OFFICE BUILDING,
 CQ3394'114.8 METERS (376.5 FT) SOUTH FROM THE CENTER OF THE ENTRANCE GATE,
 CQ3394'17.4 METERS (57 FT) NORTH FROM THE CENTER OF THE RUNWAY,
 CQ3394'16.8 METERS (55 FT) EAST-NORTHEAST FROM A BLUE DOME RUNWAY LIGHT AND
 CQ3394'14.5 METERS (47.5 FT) WEST FROM THE CENTER OF THE RUNWAY APPROACH.
 CQ3394'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3394'STAMPED---HAMILTON 1986---,
 CQ3394'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3394'
 CQ3394'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 CQ3394
 CQ3394                          STATION RECOVERY (1987)
 CQ3394
 CQ3394'RECOVERED 1987
 CQ3394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3393 ***********************************************************************
 CQ3393  DESIGNATION -  HAMILTON AZ MK
 CQ3393  PID         -  CQ3393
 CQ3393  STATE/COUNTY-  LA/CLAIBORNE
 CQ3393  USGS QUAD   -  ARIZONA (1986)
 CQ3393
 CQ3393                         *CURRENT SURVEY CONTROL
 CQ3393  ___________________________________________________________________
 CQ3393* NAD 83(1992)-  32 47 11.04701(N)    092 59 58.09727(W)     ADJUSTED  
 CQ3393* NAVD 88     -        69.5    (meters)     228.     (feet)  VERTCON   
 CQ3393  ___________________________________________________________________
 CQ3393  X           -    -280,857.314 (meters)                     COMP
 CQ3393  Y           -  -5,360,022.838 (meters)                     COMP
 CQ3393  Z           -   3,434,091.309 (meters)                     COMP
 CQ3393  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ3393  ELLIP HEIGHT-          43.54  (meters)          (01/02/04) GPS OBS
 CQ3393  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ3393
 CQ3393  HORZ ORDER  -  THIRD
 CQ3393  ELLP ORDER  -  FOURTH    CLASS II
 CQ3393
 CQ3393.This mark is at Homer Airport (5F4)
 CQ3393
 CQ3393.The horizontal coordinates were established by GPS observations
 CQ3393.and adjusted by the National Geodetic Survey in September 1999..
 CQ3393
 CQ3393.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3393
 CQ3393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3393
 CQ3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3393
 CQ3393.The ellipsoidal height was determined by GPS observations
 CQ3393.and is referenced to NAD 83.
 CQ3393
 CQ3393.The geoid height was determined by GEOID03.
 CQ3393
 CQ3393;                    North         East     Units Scale Factor Converg.
 CQ3393;SPC LA N     -   253,623.533   953,209.425   MT  1.00002949   -0 15 50.7
 CQ3393;SPC LA N     -   832,096.54  3,127,321.26   sFT  1.00002949   -0 15 50.7
 CQ3393;UTM  15      - 3,627,607.849   500,049.492   MT  0.99960000   +0 00 01.0
 CQ3393
 CQ3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3393!SPC LA N     -   0.99999316  x   1.00002949  =   1.00002265
 CQ3393!UTM  15      -   0.99999316  x   0.99960000  =   0.99959317
 CQ3393
 CQ3393:                Primary Azimuth Mark                     Grid Az
 CQ3393:SPC LA N     -  HAMILTON                                 303 07 21.8
 CQ3393:UTM  15      -  HAMILTON                                 302 51 30.1
 CQ3393
 CQ3393|---------------------------------------------------------------------|
 CQ3393| PID    Reference Object                     Distance      Geod. Az  |
 CQ3393|                                                           dddmmss.s |
 CQ3393| CQ3394 HAMILTON                            APPROX. 0.6 KM 3025131.1 |
 CQ3393|---------------------------------------------------------------------|
 CQ3393
 CQ3393                          SUPERSEDED SURVEY CONTROL
 CQ3393
 CQ3393  NAD 83(1992)-  32 47 11.04768(N)    092 59 58.09642(W) AD(       ) 3
 CQ3393  ELLIP H (01/21/93)   43.59   (m)                       GP(       ) 4 2
 CQ3393  NAD 83(1986)-  32 47 11.05974(N)    092 59 58.08794(W) AD(       ) 3
 CQ3393  NAD 27      -  32 47 10.55579(N)    092 59 57.52377(W) AD(       ) 3
 CQ3393  NGVD 29 (11/20/87)   69.6    (m)          228.     (f) GPS OBS        
 CQ3393
 CQ3393.Superseded values are not recommended for survey control.
 CQ3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3393.See file dsdata.txt to determine how the superseded data were derived.
 CQ3393
 CQ3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0004927608(NAD 83)
 CQ3393_MARKER: DZ = AZIMUTH MARK DISK
 CQ3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3393_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3393+STABILITY: SURFACE MOTION
 CQ3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3393+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1987
 CQ3393
 CQ3393  HISTORY     - Date     Condition        Report By
 CQ3393  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3393  HISTORY     - 19870417 GOOD
 CQ3393
 CQ3393                          STATION DESCRIPTION
 CQ3393
 CQ3393'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3393'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) EAST OF HOMER AT THE
 CQ3393'HOMER MUNICIPAL AIRPORT, NEAR THE END OF RUNWAY 30.
 CQ3393'OWNERSHIP--CITY OF HOMER, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 CQ3393'MR. JAMES HAMILTON, HOMER, LA.71048, TELEPHONE 318-927-3555.
 CQ3393'
 CQ3393'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 79 AND STATE
 CQ3393'HIGHWAY 2 IN NORTH HOMER, GO EAST ON HIGHWAY 2 FOR 3 KM (1.85 MI)
 CQ3393'TO THE JUNCTION WITH STATE HIGHWAY 9, THEN CONINUE EAST ON HIGHWAY
 CQ3393'2 FOR 1.1 KM (0.7 MI) TO THE AIRPORT RD, THEN RIGHT, SOUTH ON THE
 CQ3393'AIRPORT RD FOR 0.6 KM (0.4 MI) TO A SIDE ROAD LEFT, THEN LEFT,
 CQ3393'SOUTHEASTERLY ON A PAVED ROAD FOR 1.4 KM (0.85 MI) TO THE AIRPORT
 CQ3393'OFFICE BUILDING AND FRONT ENTRANCE GATE, THEN SOUTH THROUGH GATE
 CQ3393'ONTO RUNWAY APPROACH FOR 0.2 KM (0.1 MI) TO THE RUNWAY, THEN LEFT,
 CQ3393'EAST ON RUNWAY FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT, NEAR
 CQ3393'THE END OF RUNWAY 30.
 CQ3393'
 CQ3393'THE STATION IS A STANDARD NGS DISK
 CQ3393'STAMPED---HAMILTON 1986---,
 CQ3393'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3393'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CQ3393'36.6 METERS (120 FT) WEST FROM A RED AND BLUE DOME RUNWAY LIGHT AT
 CQ3393'END OF RUNWAY 30,
 CQ3393'36 METERS (118 FT) NORTHWEST FROM THE CENTER END OF RUNWAY 30,
 CQ3393'30.8 METERS (101 FT) NORTH FROM A VASI LIGHT ON THE SOUTH SIDE OF
 CQ3393'THE RUNWAY,
 CQ3393'25 METERS (82 FT) EAST FROM A CLEAR DOME RUNWAY LIGHT AND
 CQ3393'14.2 METERS (46.5 FT) NORTH FROM THE CENTER OF THE RUNWAY.
 CQ3393'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3393'STAMPED---HAMILTON 1986---,
 CQ3393'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3393'
 CQ3393'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 CQ3393
 CQ3393                          STATION RECOVERY (1987)
 CQ3393
 CQ3393'RECOVERED 1987
 CQ3393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2429 ***********************************************************************
 AU2429  DESIGNATION -  HAMMOCK
 AU2429  PID         -  AU2429
 AU2429  STATE/COUNTY-  LA/TERREBONNE
 AU2429  USGS QUAD   -  FOURLEAGUE BAY (1974)
 AU2429
 AU2429                         *CURRENT SURVEY CONTROL
 AU2429  ___________________________________________________________________
 AU2429* NAD 83(1992)-  29 17 09.83691(N)    091 07 40.04296(W)     ADJUSTED  
 AU2429* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2429  ___________________________________________________________________
 AU2429  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU2429  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AU2429
 AU2429  HORZ ORDER  -  SECOND
 AU2429
 AU2429.The horizontal coordinates were established by classical geodetic methods
 AU2429.and adjusted by the National Geodetic Survey in January 1993..
 AU2429
 AU2429.The orthometric height was scaled from a topographic map.
 AU2429
 AU2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2429
 AU2429.The geoid height was determined by GEOID03.
 AU2429
 AU2429;                    North         East     Units Scale Factor Converg.
 AU2429;SPC LA S     -    87,151.086 1,019,972.602   MT  1.00000298   +0 06 10.0
 AU2429;SPC LA S     -   285,928.19  3,346,360.11   sFT  1.00000298   +0 06 10.0
 AU2429;UTM  15      - 3,241,133.756   681,865.803   MT  1.00000814   +0 54 57.9
 AU2429
 AU2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2429!SPC LA S     -   1.00000389  x   1.00000298  =   1.00000687
 AU2429!UTM  15      -   1.00000389  x   1.00000814  =   1.00001203
 AU2429
 AU2429:                Primary Azimuth Mark                     Grid Az
 AU2429:SPC LA S     -  HAMMOCK AZ MK                            071 54 26.3
 AU2429:UTM  15      -  HAMMOCK AZ MK                            071 05 38.4
 AU2429
 AU2429|---------------------------------------------------------------------|
 AU2429| PID    Reference Object                     Distance      Geod. Az  |
 AU2429|                                                           dddmmss.s |
 AU2429| CV9861 HAMMOCK AZ MK                                      0720036.3 |
 AU2429| CV9862 HAMMOCK RM 1                         21.071 METERS 10753     |
 AU2429| AU2442 OYSTER BAYOU LIGHTHOUSE             APPROX. 8.2 KM 1814332.7 |
 AU2429| CV9863 HAMMOCK RM 2                         14.860 METERS 22948     |
 AU2429| AU2460 EASTER 2                            APPROX.22.4 KM 2832128.2 |
 AU2429|---------------------------------------------------------------------|
 AU2429
 AU2429                          SUPERSEDED SURVEY CONTROL
 AU2429
 AU2429  NAD 83(1986)-  29 17 09.86098(N)    091 07 40.04711(W) AD(       ) 2
 AU2429  NAD 27      -  29 17 09.07600(N)    091 07 39.67900(W) AD(       ) 2
 AU2429
 AU2429.Superseded values are not recommended for survey control.
 AU2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2429.See file dsdata.txt to determine how the superseded data were derived.
 AU2429
 AU2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8186641134(NAD 83)
 AU2429_MARKER: DS = TRIANGULATION STATION DISK
 AU2429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2429_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2429
 AU2429  HISTORY     - Date     Condition        Report By
 AU2429  HISTORY     - 1928     MONUMENTED       CGS
 AU2429  HISTORY     - 1966     GOOD             CGS
 AU2429
 AU2429                          STATION DESCRIPTION
 AU2429
 AU2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2429'STATION IS ON THE SOUTHERN BANK OF THE SOUTHERN FORK OF THE
 AU2429'MOUTH OF THE BLUE HAMMOCK BAYOU WHICH FLOWS INTO THE LOWER
 AU2429'END OF FOUR LEAGUE BAY, AND IN A GROWTH OF HIGH GRASS ABOUT
 AU2429'100 YARDS INSHORE, AND ABOUT 85 METERS (280 FEET) SE OF
 AU2429'A CABIN.
 AU2429'
 AU2429'THE STATION AND REFERENCE MARKS ARE 8 INCHES ABOVE THE GROUND
 AU2429'AND ARE SET ON 4- BY 4-INCH CYPRESS PILINGS WITH CONCRETE
 AU2429'CAPS AND STOVEPIPE FORMS.
 AU2429'
 AU2429'REFERENCE MARK NO. 1 IS 21.13 METERS (69.3 FEET) FROM THE
 AU2429'STATION S 71 DEG 49 MIN E.
 AU2429'
 AU2429'REFERENCE MARK NO. 2 IS 14.90 METERS (48.9 FEET) FROM THE
 AU2429'STATION S 49 DEG 43 MIN W.
 AU2429'
 AU2429'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2429
 AU2429                          STATION RECOVERY (1966)
 AU2429
 AU2429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2429'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2429'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND
 AU2429'AND IS BELIEVED TO HAVE BEEN DESTROYED BY HURRICANE BETSY.
 AU2429'A METAL WITNESS POST WAS SET AT THE STATION.  THE 1955 RECOVERY
 AU2429'NOTE BY N.E.T. IS ADEQUATE.
 AU2429'
 AU2429'STATION IS ABOUT 29 MILES SOUTH-SOUTHEAST OF MORGAN CITY,
 AU2429'23 MILES SOUTHWEST OF THERIOT, ON THE SOUTH SHORE OF BLUE
 AU2429'HAMMOCK BAYOU AND NEAR THE POINT WHERE IT FLOWS INTO FOURLEAGUE
 AU2429'BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1217 ***********************************************************************
 BJ1217  DESIGNATION -  HAMMOND
 BJ1217  PID         -  BJ1217
 BJ1217  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1217  USGS QUAD   -  HAMMOND (1994)
 BJ1217
 BJ1217                         *CURRENT SURVEY CONTROL
 BJ1217  ___________________________________________________________________
 BJ1217* NAD 83(1992)-  30 30 38.92472(N)    090 28 00.08641(W)     ADJUSTED  
 BJ1217* NAVD 88     -        13.196  (meters)      43.29   (feet)  ADJUSTED  
 BJ1217  ___________________________________________________________________
 BJ1217  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ1217  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1217  DYNAMIC HT  -          13.179 (meters)      43.24  (feet)  COMP
 BJ1217  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BJ1217
 BJ1217  HORZ ORDER  -  SECOND
 BJ1217  VERT ORDER  -  FIRST     CLASS I
 BJ1217
 BJ1217.The horizontal coordinates were established by classical geodetic methods
 BJ1217.and adjusted by the National Geodetic Survey in January 1993..
 BJ1217
 BJ1217.The orthometric height was determined by differential leveling
 BJ1217.and adjusted by the National Geodetic Survey in February 1994..
 BJ1217
 BJ1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1217
 BJ1217.The geoid height was determined by GEOID03.
 BJ1217
 BJ1217.The dynamic height is computed by dividing the NAVD 88
 BJ1217.geopotential number by the normal gravity value computed on the
 BJ1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1217.degrees latitude (g = 980.6199 gals.).
 BJ1217
 BJ1217.The modeled gravity was interpolated from observed gravity values.
 BJ1217
 BJ1217;                    North         East     Units Scale Factor Converg.
 BJ1217;SPC LA S     -   223,204.527 1,083,183.877   MT  0.99996522   +0 25 60.0
 BJ1217;SPC LA S     -   732,296.85  3,553,745.77   sFT  0.99996522   +0 25 60.0
 BJ1217;UTM  15      - 3,378,119.464   743,109.466   MT  1.00032917   +1 17 12.5
 BJ1217
 BJ1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1217!SPC LA S     -   1.00000217  x   0.99996522  =   0.99996739
 BJ1217!UTM  15      -   1.00000217  x   1.00032917  =   1.00033134
 BJ1217
 BJ1217:                Primary Azimuth Mark                     Grid Az
 BJ1217:SPC LA S     -  HAMMOND AZ MK                            086 12 05.5
 BJ1217:UTM  15      -  HAMMOND AZ MK                            085 20 53.0
 BJ1217
 BJ1217|---------------------------------------------------------------------|
 BJ1217| PID    Reference Object                     Distance      Geod. Az  |
 BJ1217|                                                           dddmmss.s |
 BJ1217| BJ1215 HAMMOND AZ MK                                      0863805.5 |
 BJ1217| BJ1216 HAMMOND RM 1                         38.390 METERS 20453     |
 BJ1217| BJ4183 HAMMOND 1939 TEMP PT                 10.025 METERS 25633     |
 BJ1217| BJ4611 FUNSTON ECC                         APPROX.11.1 KM 2664408.5 |
 BJ1217| CW1461 HAMMOND RM 2                         50.600 METERS 30757     |
 BJ1217| BJ1218 HAMMOND RM 3                         31.393 METERS 32756     |
 BJ1217|---------------------------------------------------------------------|
 BJ1217
 BJ1217                          SUPERSEDED SURVEY CONTROL
 BJ1217
 BJ1217  NAD 83(1986)-  30 30 38.94112(N)    090 28 00.08417(W) AD(       ) 2
 BJ1217  NAD 27      -  30 30 38.25333(N)    090 27 59.76574(W) AD(       ) 2
 BJ1217  NAVD 88 (06/15/91)   13.230  (m)           43.41   (f) UNKNOWN     1 1
 BJ1217  NGVD 29 (??/??/??)   13.210  (m)           43.34   (f) ADJUSTED    1 1
 BJ1217
 BJ1217.Superseded values are not recommended for survey control.
 BJ1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1217.See file dsdata.txt to determine how the superseded data were derived.
 BJ1217
 BJ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4310978119(NAD 83)
 BJ1217_MARKER: DS = TRIANGULATION STATION DISK
 BJ1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1217_SP_SET: CONCRETE POST
 BJ1217_STAMPING: HAMMOND 1939
 BJ1217_MARK LOGO: CGS   
 BJ1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1217+STABILITY: SURFACE MOTION
 BJ1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1217+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1217
 BJ1217  HISTORY     - Date     Condition        Report By
 BJ1217  HISTORY     - 1939     MONUMENTED       CGS
 BJ1217  HISTORY     - 1954     GOOD             CGS
 BJ1217  HISTORY     - 1956     GOOD             CGS
 BJ1217  HISTORY     - 1963     GOOD             CGS
 BJ1217  HISTORY     - 1964     GOOD             CGS
 BJ1217  HISTORY     - 1968     GOOD             CGS
 BJ1217  HISTORY     - 1969     GOOD             CGS
 BJ1217  HISTORY     - 1969     GOOD             CGS
 BJ1217  HISTORY     - 1969     GOOD             CGS
 BJ1217  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ1217  HISTORY     - 1983     GOOD             NGS
 BJ1217  HISTORY     - 19920611 GOOD             NGS
 BJ1217  HISTORY     - 20060713 MARK NOT FOUND   NGS
 BJ1217
 BJ1217                          STATION DESCRIPTION
 BJ1217
 BJ1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ1217'THE STATION IS ON THE CAMPUS OF SOUTHEASTERN LOUISIANA COLLEGE,
 BJ1217'NEAR THE E EDGE OF SECTION 23, T 6 S.  R 7 E.  IN THE TOWN
 BJ1217'OF HAMMOND.  THE MARK IS FLUSH WITH THE GROUND,
 BJ1217'AND IS 36 FEET E OF THE CURB ON THE E SIDE OF N
 BJ1217'PINE STREET.  141 FEET SSE OF THE COLLEGE FLAGPOLE IN THE
 BJ1217'CENTER OF THE CIRCULAR PARKWAY, WHICH IS JUST S OF LUCIUS
 BJ1217'MC GEHEE HALL.  110 FEET WSW OF THE SW CORNER OF THE SCIENCE
 BJ1217'BUILDING.  THE MARK IS STAMPED HAMMOND 1939.
 BJ1217'
 BJ1217'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ1217'DISKS SET IN CONCRETE.
 BJ1217'
 BJ1217'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, AND IS STAMPED
 BJ1217'HAMMOND NO. 1 1939 AND IS 38.425 METERS, (126.06
 BJ1217'FEET), SW OF THE STATION, 12.3 FEET W OF THE CURB ON THE
 BJ1217'W SIDE OF N PINE STREET.
 BJ1217'
 BJ1217'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, AND IS STAMPED
 BJ1217'HAMMOND NO. 2 1939 AND IS 50.600 METERS, (165.99
 BJ1217'FEET), NW OF THE STATION.  ON THE W SIDE OF THE CIRCULAR
 BJ1217'PARKWAY WHICH IS JUST S OF LUCIUS MC GEHEE HALL.  48.8 FEET
 BJ1217'W OF THE FLAGPOLE AND 1 FOOT E OF THE CURB.
 BJ1217'
 BJ1217'THE AZIMUTH MARK IS ABOUT 0.20 MILE E OF THE STATION.  78 FEET
 BJ1217'W OF THE MOST WESTERN RAIL OF THE ILLINOIS CENTRAL RAILROAD.
 BJ1217'57 FEET WNW OF TELEGRAPH POLE NO. 8.  28 FEET W OF A SHALLOW
 BJ1217'DITCH.  12 FEET E OF ANOTHER SHALLOW DITCH.  AND 113 PACES
 BJ1217'S OF THE CENTER OF WESTERN AVENUE.  THE MARK PROJECTS
 BJ1217'6 INCHES ABOVE THE GROUND, AND IS STAMPED HAMMOND 1939.
 BJ1217'
 BJ1217'A 90-FOOT TOWER AT HAMMOND WILL SEE A 126-FOOT LIGHT AT BUELL.
 BJ1217'
 BJ1217'A 90-FOOT TOWER AT HAMMOND WILL SEE A 126-FOOT LIGHT AT
 BJ1217'PONCHATOULA.
 BJ1217'
 BJ1217'A 116-FOOT TOWER AT HAMMOND WILL SEE A 126-FOOT LIGHT AT
 BJ1217'BREED.
 BJ1217'
 BJ1217'A 116-FOOT TOWER AT HAMMOND WILL SEE A 126-FOOT LIGHT AT
 BJ1217'FUNSTON ECC.
 BJ1217'
 BJ1217'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ1217
 BJ1217                          STATION RECOVERY (1954)
 BJ1217
 BJ1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1217'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 BJ1217'MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 BJ1217'MARK COULD NOT BE FOUND AT THIS DATE.  THE ORIGINAL DESCRIPTION
 BJ1217'IS ADEQUATE.
 BJ1217
 BJ1217                          STATION RECOVERY (1956)
 BJ1217
 BJ1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BJ1217'THE STATION WAS VISITED 7-3-56 AND ALL MARKS WERE FOUND
 BJ1217'IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE
 BJ1217'STATION BY THE BUILDINGS OF THE SOUTHEASTERN LOUISIANA COLLEGE.
 BJ1217'REFERENCE MARK NO. 2 WAS DESTROYED AT THIS DATE AT THE REQUEST
 BJ1217'OF SOUTHEASTERN LOUISIANA COLLEGE, SO THAT THE CIRCULAR
 BJ1217'DRIVEWAY IN FRONT OF THE COLLEGE COULD BE IMPROVED.  REFERENCE
 BJ1217'MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE DISTANCE TO
 BJ1217'REFERENCE MARK NO. 1 WAS FOUND TO BE 0.11 FOOT SHORTER THAN
 BJ1217'THE 1939 MEASUREMENT.  THIS WAS CHECKED IN THE FIELD.  A
 BJ1217'NEW DESCRIPTION FOLLOWS--
 BJ1217'
 BJ1217'THE STATION IS LOCATED IN THE NORTH EDGE OF HAMMOND, 0.2 MILE
 BJ1217'WEST OF THE ILLINOIS CENTRAL RAILROAD TRACK, ON THE CAMPUS
 BJ1217'OF THE SOUTHEASTERN LOUISIANA COLLEGE, 141 FEET SOUTH-SOUTHEAST
 BJ1217'OF THE FLAGPOLE IN THE CENTER OF THE CIRCULAR DRIVEWAY, 30.4
 BJ1217'FEET EAST OF THE EAST CURB OF NORTH PINE STREET, 26.8 FEET EAST
 BJ1217'OF THE EAST EDGE OF THE SIDEWALK PARALLELING NORTH PINE STREET,
 BJ1217'42.5 FEET SOUTHEAST OF A FIRE HYDRANT, 43.4 FEET SOUTH OF
 BJ1217'THE SOUTH EDGE OF THE SIDE WALK LEADING TO THE SCIENCE
 BJ1217'BUILDING, 74 FEET SOUTH OF A LAMP POST AND 110 FEET
 BJ1217'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCIENCE
 BJ1217'BUILDING.  IT IS A STANDARD DISK STAMPED HAMMOND 1939, FLUSH
 BJ1217'WITH THE GROUND.
 BJ1217'
 BJ1217'REFERENCE MARK NO. 1 IS 125.95 FEET SOUTHWEST OF THE STATION,
 BJ1217'6.8 FEET WEST OF THE WEST CURB OF NORTH PINE STREET, 2.4 FEET WEST
 BJ1217'OF THE WEST EDGE OF SIDEWALK PARALLELING NORTH PINE STREET, 20 FEET
 BJ1217'NORTH OF THE NORTH EDGE OF A SIDEWALK LEADING WEST AND 13
 BJ1217'FEET NORTH OF A LAMP POST.  IT IS A STANDARD DISK, STAMPED
 BJ1217'HAMMOND NO 1 1939, FLUSH WITH THE GROUND.
 BJ1217'
 BJ1217'REFERENCE MARK NO. 3 IS 102.96 FEET NORTH-NORTHWEST OF THE
 BJ1217'STATION, 38.9 FEET SOUTH-SOUTHEAST OF THE FLAGPOLE.  IT IS A
 BJ1217'STANDARD DISK, STAMPED HAMMOND NO 3 1939, SET IN A DRILL
 BJ1217'HOLE IN THE CURB OF THE CIRCULAR DRIVEWAY IN FRONT OF THE LUCIUS
 BJ1217'MC GEHEE HALL.  THE MARK IS IN LINE WITH THE FLAGPOLE AND
 BJ1217'THE SOUTHWEST CORNER OF THE LUCIUS MC GEHEE HALL AND ON
 BJ1217'EXTENDED TANGENT OF THE EAST CURB OF NORTH PINE STREET.
 BJ1217'
 BJ1217'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION BETWEEN
 BJ1217'THE ILLINOIS CENTRAL RAILROAD TRACKS AND A TENNIS COURT, 78
 BJ1217'FEET WEST OF THE WEST RAIL OF THE TRACK, 57 FEET WEST-NORTHWEST
 BJ1217'OF TELEGRAPH POLE NO. 8 WITH A SIGN 70 ON THE EAST SIDE,
 BJ1217'24 FEET EAST OF THE EAST FENCE OF THE TENNIS COURT AND 113
 BJ1217'PACES SOUTH OF THE CENTER OF THE EXTENSION OF WESTERN AVE.
 BJ1217'IT IS A STANDARD DISK, STAMPED HAMMOND 1939, FLUSH WITH THE
 BJ1217'GROUND.
 BJ1217
 BJ1217                          STATION RECOVERY (1963)
 BJ1217
 BJ1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WHD)
 BJ1217'STATION AND REFERENCES RECOVERED IN GOOD CONDITION.  AZIMUTH
 BJ1217'MARK HAS BEEN DESTROYED BY CONSTRUCTION OF A CITY STREET
 BJ1217'THROUGH THE AZIMUTH LOCATION.  DESCRIPTIONS ARE ADEQUATE
 BJ1217'FOR LOCATING THE STATION.
 BJ1217
 BJ1217                          STATION RECOVERY (1964)
 BJ1217
 BJ1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1217'THE STATION, REFERENCE MARK NO. 1 AND NO. 3 WERE RECOVERED
 BJ1217'AND IN GOOD CONDITION.  A THOROUGH SEARCH WAS MADE FOR THE
 BJ1217'AZIMUTH MARK BUT IT WAS NOT FOUND.  THE DESCRIBED LOCATION OF
 BJ1217'THE AZIMUTH MARK WOULD PUT THE MARK UNDER A NEW ROAD THAT
 BJ1217'HAS BEEN CONSTRUCTED IN THE VICINITY.  THE STATION MAY BE
 BJ1217'REACHED BY GOING 0.2 MILE WEST ALONG WEST CHURCH STREET FROM
 BJ1217'THE ILLINOIS CENTRAL RAILROAD STATION AT HAMMOND, THENCE
 BJ1217'0.3 MILE NORTH ALONG NORTH PINE STREET TO THE SOUTHEASTERN
 BJ1217'LOUISIANA COLLEGE CAMPUS, 141 FEET SOUTH-SOUTHEAST OF THE
 BJ1217'COLLEGE FLAGPOLE, 110 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BJ1217'THE SCIENCE BUILDING, 26 FEET EAST OF THE EAST EDGE OF A
 BJ1217'SIDEWALK ALONG NORTH PINE STREET, ABOUT LEVEL WITH NORTH
 BJ1217'PINE STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BJ1217'WITH THE GROUND.  REFERENCE MARK NO. 1 IS 126.0 FEET SOUTH
 BJ1217'WEST OF THE STATION, 2.3 FEET WEST OF THE WEST EDGE OF A
 BJ1217'CONCRETE SIDEWALK ALONG WEST SIDE OF NORTH PINE STREET, 13
 BJ1217'FEET NORTH OF A CONCRETE LAMP POST, SET IN THE TOP OF A
 BJ1217'CONCRETE POST FLUSH WITH THE GROUND.  REFERENCE MARK NO. 3
 BJ1217'IS 103 FEET NORTH-NORTHWEST OF THE STATION, 39.4 FEET
 BJ1217'SOUTHEAST OF THE COLLEGE FLAGPOLE, 23-1/2 FEET EAST OF
 BJ1217'THE EXTENDED CENTER LINE OF PINE STREET AND SET IN THE TOP
 BJ1217'OF THE CONCRETE CIRCULAR DRIVE AROUND FLAGPOLE.
 BJ1217
 BJ1217                          STATION RECOVERY (1968)
 BJ1217
 BJ1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RT)
 BJ1217'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, THE
 BJ1217'AZIMUTH MARK CANNOT BE SEEN FROM THE STATION BECAUSE OF NEW
 BJ1217'CONSTRUCTION ON THE CAMPUS.  A NEW DESCRIPTION FOLLOWS--
 BJ1217'
 BJ1217'THE STATION IS ON THE CAMPUS OF SOUTHEASTERN COLLEGE IN HAMMOND,
 BJ1217'74.0 FEET SOUTH OF LAMP POST NO. 7, 42.40 FEET SOUTHEAST OF A FIRE
 BJ1217'HYDRANT, 110 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BJ1217'SCIENCE BUILDING, AND IS 3 INCHES ABOVE THE SURFACE OF THE GROUND,
 BJ1217'36.0 FEET EAST OF THE CURB ON THE EAST SIDE OF NORTH PINE STREET.
 BJ1217'
 BJ1217'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, AND IS STAMPED
 BJ1217'HAMMOND, NO. 1, 1939 AND IS 126.07 FEET SOUTHWEST OF THE STATION,
 BJ1217'12.3 FEET WEST OF THE CURB ON THE WEST SIDE OF NORTH PINE STREET.
 BJ1217'
 BJ1217'REFERENCE MARK NO. 3 IS SET IN THE CURB OF THE CIRCULAR PARKWAY IN
 BJ1217'FRONT OF MCGEHEE HALL.  THE MARK IS 38.0 FEET SOUTHEAST OF THE
 BJ1217'SOUTHEAST CORNER OF THE BASE OF THE FLAGPOLE, 62.0 FEET NORTH OF A
 BJ1217'FIRE HYDRANT, 47.0 FEET NORTHWEST OF LAMP POST NO. 7.
 BJ1217'
 BJ1217'TO REACH THIS STATION AND REFERENCE MARKS FROM THE INTERSECTION OF
 BJ1217'U.S. HIGHWAY 190 AND NORTH PINE STREET IN HAMMOND, FOLLOW NORTH PINE
 BJ1217'STREET NORTH FOR 0.5 MILES TO THE STATION WHICH IS SET TO THE EAST
 BJ1217'OF THE STREET.
 BJ1217'
 BJ1217'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ1217
 BJ1217                          STATION RECOVERY (1969)
 BJ1217
 BJ1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BJ1217'THE STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 BJ1217'IN GOOD CONDITION AND AS DESCRIBED IN 1956 BY R.A.G.  THE
 BJ1217'AZIMUTH MARK REPORTED DESTROYED PRIOR TO THIS DATE.
 BJ1217'
 BJ1217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMMOND
 BJ1217
 BJ1217                          STATION RECOVERY (1969)
 BJ1217
 BJ1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BJ1217'STATION MARK, RM NO. 1 AND RM NO. 3 WERE RECOVERED IN GOOD
 BJ1217'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  ALSO REPORTED NOT
 BJ1217'RECOVERED IN 1964.
 BJ1217'
 BJ1217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMMOND.
 BJ1217
 BJ1217                          STATION RECOVERY (1969)
 BJ1217
 BJ1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BJ1217'IN HAMMOND.
 BJ1217'AT HAMMOND, ABOUT 0.2 MILE WEST ALONG WEST CHURCH STREET FROM THE
 BJ1217'ILLINOIS CENTRAL RAILROAD STATION, THENCE 0.3 MILE NORTH ALONG NORTH
 BJ1217'PINE STREET, AT THE SOUTHEASTERN LOUISIANA COLLEGE CAMPUS, 141 FEET
 BJ1217'SOUTHEAST OF A FLAGPOLE IN THE CENTER OF A CIRCULAR DRIVEWAY, 110 FEET
 BJ1217'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCIENCE BUILDING, 43.8 FEET
 BJ1217'SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, 42 1/2 FEET SOUTHEAST
 BJ1217'OF A FIRE HYDRANT, 26.8 FEET EAST OF THE EAST EDGE OF A SIDEWALK ALONG
 BJ1217'THE EAST SIDE OF NORTH PINE STREET, ABOUT LEVEL WITH THE SIDEWALK AND
 BJ1217'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SEC 23, T 6S,
 BJ1217'R 7E.
 BJ1217
 BJ1217                          STATION RECOVERY (1973)
 BJ1217
 BJ1217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (TPA)
 BJ1217'MARK MEASURES OUT TO BE ON A PRIVATE LAWN.  NO EVIDENCE OF THE
 BJ1217'MARK COULD BE FOUND, BUT COULD POSSIBLY BE BURIED.
 BJ1217
 BJ1217                          STATION RECOVERY (1983)
 BJ1217
 BJ1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (ARB)
 BJ1217'THE STATION AND RM NO. 3 WERE RECOVERED IN GOOD CONDITION AS
 BJ1217'DESCRIBED.  NO SEARCH FOR OTHER MARKS WAS MADE.
 BJ1217'
 BJ1217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HAMMOND.
 BJ1217
 BJ1217                          STATION RECOVERY (1992)
 BJ1217
 BJ1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1217'IN HAMMOND, AT THE INTERSECTION OF NORTH PINE STREET AND WEST DAKOTA
 BJ1217'AVENUE, 87.6 M (287.4 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 43.0
 BJ1217'M (141.1 FT) SOUTHEAST OF A FLAG POLE, 38.4 M (126.0 FT) NORTHEAST OF
 BJ1217'REFERENCE MARK 1, 33.4 M (109.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 BJ1217'OF A SCIENCE BUILDING, 31.4 M (103.0 FT) SOUTHEAST OF REFERENCE MARK
 BJ1217'3, 16.0 M (52.5 FT) EAST OF AND LEVEL WITH THE CENTER OF THE STREET,
 BJ1217'10.0 M (32.8 FT) WEST OF THE WEST EDGE OF A SIDEWALK, 8.8 M
 BJ1217'(28.9 FT) NORTHEAST OF THE CENTER OF A STORM DRAIN, AND THE MONUMENT
 BJ1217'IS FLUSH WITH THE GROUND SURFACE.
 BJ1217
 BJ1217                          STATION RECOVERY (2006)
 BJ1217
 BJ1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ1217'STATION WAS NOT SEEN, BUT COULD BE BURIED IN NEW LAWN.  A NEW BUILDING
 BJ1217'HAS BEEN BUILT IMMEDIATELY EAST OF SITE, AT WHICH TIME MARK MAY HAVE
 BJ1217'BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7833 ***********************************************************************
 AJ7833  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7833  DESIGNATION -  HAMMOND CORS ARP
 AJ7833  CORS_ID     -  HAMM
 AJ7833  PID         -  AJ7833
 AJ7833  STATE/COUNTY-  LA/TANGIPAHOA
 AJ7833  USGS QUAD   -  HAMMOND (1994)
 AJ7833
 AJ7833                         *CURRENT SURVEY CONTROL
 AJ7833  ___________________________________________________________________
 AJ7833* NAD 83(CORS)-  30 30 47.05159(N)    090 28 03.42873(W)     ADJUSTED  
 AJ7833* NAVD 88     -                                                        
 AJ7833  ___________________________________________________________________
 AJ7833  EPOCH DATE  -        2002.00
 AJ7833  X           -     -44,884.481 (meters)                     COMP
 AJ7833  Y           -  -5,499,420.937 (meters)                     COMP
 AJ7833  Z           -   3,219,506.603 (meters)                     COMP
 AJ7833  ELLIP HEIGHT-           7.27  (meters)          (03/??/02) GPS OBS
 AJ7833  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AJ7833
 AJ7833  HORZ ORDER  -  SPECIAL (CORS)
 AJ7833  ELLP ORDER  -  SPECIAL (CORS)
 AJ7833
 AJ7833.ITRF positions are available for this station.
 AJ7833.The coordinates were established by GPS observations
 AJ7833.and adjusted by the National Geodetic Survey in March 2002..
 AJ7833.The coordinates are valid at the epoch date displayed above.
 AJ7833.The epoch date for horizontal control is a decimal equivalence
 AJ7833.of Year/Month/Day.
 AJ7833
 AJ7833
 AJ7833.The PID for the CORS L1 Phase Center is AJ7834.
 AJ7833
 AJ7833.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7833
 AJ7833.The ellipsoidal height was determined by GPS observations
 AJ7833.and is referenced to NAD 83.
 AJ7833
 AJ7833.The geoid height was determined by GEOID03.
 AJ7833
 AJ7833;                    North         East     Units Scale Factor Converg.
 AJ7833;SPC LA S     -   223,454.102 1,083,092.874   MT  0.99996557   +0 25 58.3
 AJ7833;SPC LA S     -   733,115.67  3,553,447.20   sFT  0.99996557   +0 25 58.3
 AJ7833
 AJ7833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7833!SPC LA S     -   0.99999886  x   0.99996557  =   0.99996443
 AJ7833
 AJ7833                          SUPERSEDED SURVEY CONTROL
 AJ7833
 AJ7833  NAD 83(CORS)-  30 30 47.05159(N)    090 28 03.42873(W) AD(1997.00) c
 AJ7833  ELLIP H (02/??/02)    7.27   (m)                       GP(1997.00) c c
 AJ7833
 AJ7833.Superseded values are not recommended for survey control.
 AJ7833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7833.See file dsdata.txt to determine how the superseded data were derived.
 AJ7833
 AJ7833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4301578368(NAD 83)
 AJ7833_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7833
 AJ7833                          STATION DESCRIPTION
 AJ7833
 AJ7833'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7833'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7833'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7833'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7833'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7833'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7834 ***********************************************************************
 AJ7834  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7834  DESIGNATION -  HAMMOND CORS L1 PHASE CENTER
 AJ7834  CORS_ID     -  HAMM
 AJ7834  PID         -  AJ7834
 AJ7834  STATE/COUNTY-  LA/TANGIPAHOA
 AJ7834  USGS QUAD   -  HAMMOND (1994)
 AJ7834
 AJ7834                         *CURRENT SURVEY CONTROL
 AJ7834  ___________________________________________________________________
 AJ7834* NAD 83(CORS)-  30 30 47.05163(N)    090 28 03.42871(W)     ADJUSTED  
 AJ7834* NAVD 88     -                                                        
 AJ7834  ___________________________________________________________________
 AJ7834  EPOCH DATE  -        2002.00
 AJ7834  X           -     -44,884.481 (meters)                     COMP
 AJ7834  Y           -  -5,499,421.031 (meters)                     COMP
 AJ7834  Z           -   3,219,506.660 (meters)                     COMP
 AJ7834  ELLIP HEIGHT-           7.38  (meters)          (03/??/02) GPS OBS
 AJ7834  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AJ7834
 AJ7834  HORZ ORDER  -  SPECIAL (CORS)
 AJ7834  ELLP ORDER  -  SPECIAL (CORS)
 AJ7834
 AJ7834.ITRF positions are available for this station.
 AJ7834.The coordinates were established by GPS observations
 AJ7834.and adjusted by the National Geodetic Survey in March 2002..
 AJ7834.The coordinates are valid at the epoch date displayed above.
 AJ7834.The epoch date for horizontal control is a decimal equivalence
 AJ7834.of Year/Month/Day.
 AJ7834
 AJ7834
 AJ7834.The PID for the CORS ARP is AJ7833.
 AJ7834
 AJ7834.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7834
 AJ7834.The ellipsoidal height was determined by GPS observations
 AJ7834.and is referenced to NAD 83.
 AJ7834
 AJ7834.The geoid height was determined by GEOID03.
 AJ7834
 AJ7834;                    North         East     Units Scale Factor Converg.
 AJ7834;SPC LA S     -   223,454.104 1,083,092.874   MT  0.99996557   +0 25 58.3
 AJ7834;SPC LA S     -   733,115.67  3,553,447.20   sFT  0.99996557   +0 25 58.3
 AJ7834
 AJ7834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7834!SPC LA S     -   0.99999884  x   0.99996557  =   0.99996441
 AJ7834
 AJ7834                          SUPERSEDED SURVEY CONTROL
 AJ7834
 AJ7834  NAD 83(CORS)-  30 30 47.05163(N)    090 28 03.42871(W) AD(1997.00) c
 AJ7834  ELLIP H (02/??/02)    7.38   (m)                       GP(1997.00) c c
 AJ7834
 AJ7834.Superseded values are not recommended for survey control.
 AJ7834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7834.See file dsdata.txt to determine how the superseded data were derived.
 AJ7834
 AJ7834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4301578368(NAD 83)
 AJ7834_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7834
 AJ7834                          STATION DESCRIPTION
 AJ7834
 AJ7834'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7834'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7834'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7834'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7834'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7834'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7835 ***********************************************************************
 AJ7835  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AJ7835  DESIGNATION -  HAMMOND CORS MON
 AJ7835  PID         -  AJ7835
 AJ7835  STATE/COUNTY-  LA/TANGIPAHOA
 AJ7835  USGS QUAD   -  HAMMOND (1994)
 AJ7835
 AJ7835                         *CURRENT SURVEY CONTROL
 AJ7835  ___________________________________________________________________
 AJ7835* NAD 83(CORS)-  30 30 47.05159(N)    090 28 03.42873(W)     ADJUSTED  
 AJ7835* NAVD 88     -        34.17 **(meters)     112.1  **(feet)  GPS OBS(2004.65)
 AJ7835  **This station is located in a subsidence area (see below).
 AJ7835  ___________________________________________________________________
 AJ7835  EPOCH DATE  -        2002.00
 AJ7835  X           -     -44,884.480 (meters)                     COMP
 AJ7835  Y           -  -5,499,420.868 (meters)                     COMP
 AJ7835  Z           -   3,219,506.562 (meters)                     COMP
 AJ7835  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AJ7835  ELLIP HEIGHT-           7.19  (meters)          (03/??/02) GPS OBS
 AJ7835  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AJ7835
 AJ7835  HORZ ORDER  -  A
 AJ7835  ELLP ORDER  -  FOURTH    CLASS I
 AJ7835
 AJ7835.ITRF positions are available for this station.
 AJ7835.The horizontal coordinates were established by GPS observations
 AJ7835.and adjusted by the National Geodetic Survey in March 2002..
 AJ7835.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7835.The epoch date for horizontal control is a decimal equivalence
 AJ7835.of Year/Month/Day.
 AJ7835
 AJ7835 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AJ7835 ** and geoid heights are valid at the date of observation. These heights
 AJ7835 ** must always be validated when used as control.
 AJ7835 ** The orthometric height was determined by GPS observations using
 AJ7835 ** precise GPS observation and processing techniques and a new
 AJ7835 ** realization of GEOID03. It supersedes the leveled height previously
 AJ7835 ** determined for this station.
 AJ7835 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ7835 ** epoch indicated which incorporates improved geoid heights for the
 AJ7835 ** Southern Louisiana Subsidence area.
 AJ7835 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ7835.The orthometric height was determined by GPS observations and a
 AJ7835.high-resolution geoid model using precise GPS observation and
 AJ7835.processing techniques.
 AJ7835
 AJ7835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7835
 AJ7835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7835
 AJ7835.The ellipsoidal height was determined by GPS observations
 AJ7835.and is referenced to NAD 83.
 AJ7835
 AJ7835.The geoid height was determined by GEOID03.
 AJ7835
 AJ7835;                    North         East     Units Scale Factor Converg.
 AJ7835;SPC LA S     -   223,454.102 1,083,092.874   MT  0.99996557   +0 25 58.3
 AJ7835;SPC LA S     -   733,115.67  3,553,447.20   sFT  0.99996557   +0 25 58.3
 AJ7835;UTM  15      - 3,378,367.747   743,014.722   MT  1.00032860   +1 17 11.1
 AJ7835
 AJ7835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7835!SPC LA S     -   0.99999887  x   0.99996557  =   0.99996444
 AJ7835!UTM  15      -   0.99999887  x   1.00032860  =   1.00032747
 AJ7835
 AJ7835                          SUPERSEDED SURVEY CONTROL
 AJ7835
 AJ7835  NAD 83(CORS)-  30 30 47.05159(N)    090 28 03.42873(W) AD(1997.00) A
 AJ7835  ELLIP H (02/??/02)    7.19   (m)                       GP(1997.00) 4 1
 AJ7835
 AJ7835.Superseded values are not recommended for survey control.
 AJ7835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7835.See file dsdata.txt to determine how the superseded data were derived.
 AJ7835
 AJ7835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4301578368(NAD 83)
 AJ7835_STAMPING: UNKNOWN
 AJ7835'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'HAMM'
 AJ7835'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AJ7835'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7835'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7835'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7835'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AJ7835'
 AJ7835' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4179 ***********************************************************************
 BJ4179  DESIGNATION -  HAMMOND ILLINOIS CEN MICROWAVE
 BJ4179  PID         -  BJ4179
 BJ4179  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4179  USGS QUAD   -  HAMMOND (1994)
 BJ4179
 BJ4179                         *CURRENT SURVEY CONTROL
 BJ4179  ___________________________________________________________________
 BJ4179* NAD 83(1992)-  30 30 29.14890(N)    090 27 41.61722(W)     ADJUSTED  
 BJ4179* NAVD 88     -                                                        
 BJ4179  ___________________________________________________________________
 BJ4179  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ4179  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ4179
 BJ4179  HORZ ORDER  -  THIRD
 BJ4179
 BJ4179.The horizontal coordinates were established by classical geodetic methods
 BJ4179.and adjusted by the National Geodetic Survey in January 1993..
 BJ4179
 BJ4179
 BJ4179.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4179
 BJ4179.The geoid height was determined by GEOID03.
 BJ4179
 BJ4179;                    North         East     Units Scale Factor Converg.
 BJ4179;SPC LA S     -   222,907.238 1,083,678.587   MT  0.99996480   +0 26 09.2
 BJ4179;SPC LA S     -   731,321.50  3,555,368.83   sFT  0.99996480   +0 26 09.2
 BJ4179;UTM  15      - 3,377,829.470   743,608.733   MT  1.00033217   +1 17 21.5
 BJ4179
 BJ4179                          SUPERSEDED SURVEY CONTROL
 BJ4179
 BJ4179  NAD 83(1986)-  30 30 29.16529(N)    090 27 41.61502(W) AD(       ) 4
 BJ4179  NAD 27      -  30 30 28.47700(N)    090 27 41.29740(W) AD(       ) 3
 BJ4179
 BJ4179.Superseded values are not recommended for survey control.
 BJ4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4179.See file dsdata.txt to determine how the superseded data were derived.
 BJ4179
 BJ4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4360977829(NAD 83)
 BJ4179_MARKER: 44 = MICROWAVE MAST
 BJ4179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4179+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BJ4179
 BJ4179  HISTORY     - Date     Condition        Report By
 BJ4179  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4179  HISTORY     - 20050216 GOOD             USPSQD
 BJ4179
 BJ4179                          STATION DESCRIPTION
 BJ4179
 BJ4179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4179'ILLINOIS CENTRAL RAILROAD MICROWAVE IS LOCATED IN AN OPEN AREA,
 BJ4179'INSIDE A SMALL FENCED ENCLOSURE, ABOUT 0.05 MILE NORTH OF THE
 BJ4179'CHURCH-CATEINTERS STREETS INTERSECTION, 200 FEET EAST OF THE
 BJ4179'MAIN RAILROAD TRACK AND ABOUT 400 FEET NORTHEAST OF THE HAMMOND
 BJ4179'RAILROAD DEPOT.
 BJ4179'
 BJ4179'A SLENDER, TRIANGULAR SHAPED STEEL MAST, 285 FEET IN HEIGHT, PAINTED
 BJ4179'ORANGE-WHITE IN COLOR, HAS A RED LIGHT, TWO RECTANGULAR AND ONE
 BJ4179'OCTAGON SHAPED FANS MOUNTED AT THE TOP.
 BJ4179'
 BJ4179'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 BJ4179
 BJ4179                          STATION RECOVERY (2005)
 BJ4179
 BJ4179'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4186 ***********************************************************************
 BJ4186  DESIGNATION -  HAMMOND LDH RAD STA MAST
 BJ4186  PID         -  BJ4186
 BJ4186  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4186  USGS QUAD   -  HAMMOND (1994)
 BJ4186
 BJ4186                         *CURRENT SURVEY CONTROL
 BJ4186  ___________________________________________________________________
 BJ4186* NAD 83(1992)-  30 30 25.58157(N)    090 28 58.94885(W)     ADJUSTED  
 BJ4186* NAVD 88     -                                                        
 BJ4186  ___________________________________________________________________
 BJ4186  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ4186  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ4186
 BJ4186  HORZ ORDER  -  THIRD
 BJ4186
 BJ4186.The horizontal coordinates were established by classical geodetic methods
 BJ4186.and adjusted by the National Geodetic Survey in January 1993..
 BJ4186
 BJ4186
 BJ4186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4186
 BJ4186.The geoid height was determined by GEOID03.
 BJ4186
 BJ4186;                    North         East     Units Scale Factor Converg.
 BJ4186;SPC LA S     -   222,781.896 1,081,617.550   MT  0.99996465   +0 25 30.6
 BJ4186;SPC LA S     -   730,910.27  3,548,606.91   sFT  0.99996465   +0 25 30.6
 BJ4186;UTM  15      - 3,377,673.393   741,549.047   MT  1.00031984   +1 16 42.0
 BJ4186
 BJ4186                          SUPERSEDED SURVEY CONTROL
 BJ4186
 BJ4186  NAD 83(1986)-  30 30 25.59800(N)    090 28 58.94671(W) AD(       ) 4
 BJ4186  NAD 27      -  30 30 24.91051(N)    090 28 58.62735(W) AD(       ) 3
 BJ4186
 BJ4186.Superseded values are not recommended for survey control.
 BJ4186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4186.See file dsdata.txt to determine how the superseded data were derived.
 BJ4186
 BJ4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4154977673(NAD 83)
 BJ4186_MARKER: 42 = RADIO/TV MAST
 BJ4186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4186+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BJ4186
 BJ4186  HISTORY     - Date     Condition        Report By
 BJ4186  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4186  HISTORY     - 20050216 GOOD             USPSQD
 BJ4186
 BJ4186                          STATION DESCRIPTION
 BJ4186
 BJ4186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4186'LOUISIANA DEPARTMENT OF HIGHWAYS RADIO STATION KKW467 IS LOCATED ON
 BJ4186'THE GROUNDS OF THE HIGHWAYS OFFICE, ABOUT 200 FEET WEST OF U.S.
 BJ4186'HIGHWAY 190.
 BJ4186'
 BJ4186'A SLENDER TRIANGULAR, PEDESTAL TYPE STEEL MAST, 330 FEET IN HEIGHT,
 BJ4186'PAINTED ORANGE-WHITE ALTERNATE SECTIONS, HAS A RED LIGHT AND SHORT
 BJ4186'ANTENNA MOUNTED AT TOP.
 BJ4186'
 BJ4186'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 BJ4186
 BJ4186                          STATION RECOVERY (2005)
 BJ4186
 BJ4186'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4186'FROM THE INTERSECTION OF HWY 3260 (CHURCH STREET) AND LA 51, GO NORTH
 BJ4186'ON LA 51 APPROXIMATELY 0.2 MILES TO THE GROUNDS OF THE LA STATE HWY
 BJ4186'OFFICE AND THE MARK IS ON THE GROUNDS AND TO THE WEST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4339 ***********************************************************************
 BJ4339  DESIGNATION -  HAMMOND RAD STA WFPR MAST
 BJ4339  PID         -  BJ4339
 BJ4339  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4339  USGS QUAD   -  PONCHATOULA (1994)
 BJ4339
 BJ4339                         *CURRENT SURVEY CONTROL
 BJ4339  ___________________________________________________________________
 BJ4339* NAD 83(1992)-  30 28 16.95929(N)    090 27 23.45517(W)     ADJUSTED  
 BJ4339* NAVD 88     -                                                        
 BJ4339  ___________________________________________________________________
 BJ4339  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ4339  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ4339
 BJ4339  HORZ ORDER  -  THIRD
 BJ4339
 BJ4339.The horizontal coordinates were established by classical geodetic methods
 BJ4339.and adjusted by the National Geodetic Survey in January 1993..
 BJ4339
 BJ4339
 BJ4339.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4339
 BJ4339.The geoid height was determined by GEOID03.
 BJ4339
 BJ4339;                    North         East     Units Scale Factor Converg.
 BJ4339;SPC LA S     -   218,840.473 1,084,193.979   MT  0.99995935   +0 26 18.3
 BJ4339;SPC LA S     -   717,979.12  3,557,059.75   sFT  0.99995935   +0 26 18.3
 BJ4339;UTM  15      - 3,373,769.318   744,184.804   MT  1.00033564   +1 17 25.7
 BJ4339
 BJ4339                          SUPERSEDED SURVEY CONTROL
 BJ4339
 BJ4339  NAD 83(1986)-  30 28 16.97560(N)    090 27 23.45308(W) AD(       ) 4
 BJ4339  NAD 27      -  30 28 16.28366(N)    090 27 23.13687(W) AD(       ) 3
 BJ4339
 BJ4339.Superseded values are not recommended for survey control.
 BJ4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4339.See file dsdata.txt to determine how the superseded data were derived.
 BJ4339
 BJ4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4418573769(NAD 83)
 BJ4339_MARKER: 42 = RADIO/TV MAST
 BJ4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4339+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BJ4339
 BJ4339  HISTORY     - Date     Condition        Report By
 BJ4339  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4339  HISTORY     - 20050216 GOOD             USPSQD
 BJ4339  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BJ4339
 BJ4339                          STATION DESCRIPTION
 BJ4339
 BJ4339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4339'RADIO STATION WFPR MAST IS LOCATED ABOUT 2 MILES SOUTH OF HAMMOND AND
 BJ4339'ABOUT 350 FEET EAST OF U.S. HIGHWAY 51.
 BJ4339'
 BJ4339'A SLENDER, TRIANGULAR, PEDESTAL TYPE STEEL MAST, 235 FEET IN HEIGHT,
 BJ4339'PAINTED ORANGE-WHITE IN COLOR AND HAS A RED LIGHT AT TOP.
 BJ4339'
 BJ4339'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 BJ4339
 BJ4339                          STATION RECOVERY (2005)
 BJ4339
 BJ4339'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4339'RECOVERED IN GOOD CONDITION.
 BJ4339
 BJ4339                          STATION RECOVERY (2005)
 BJ4339
 BJ4339'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0937 ***********************************************************************
 BJ0937  DESIGNATION -  HAMMOND RESET
 BJ0937  PID         -  BJ0937
 BJ0937  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0937  USGS QUAD   -  HAMMOND (1994)
 BJ0937
 BJ0937                         *CURRENT SURVEY CONTROL
 BJ0937  ___________________________________________________________________
 BJ0937* NAD 83(1986)-  30 30 18.     (N)    090 27 28.     (W)     SCALED    
 BJ0937* NAVD 88     -        13.023  (meters)      42.73   (feet)  ADJUSTED  
 BJ0937  ___________________________________________________________________
 BJ0937  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0937  DYNAMIC HT  -          13.006 (meters)      42.67  (feet)  COMP
 BJ0937  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 BJ0937
 BJ0937  VERT ORDER  -  FIRST     CLASS I
 BJ0937
 BJ0937.The horizontal coordinates were scaled from a topographic map and have
 BJ0937.an estimated accuracy of +/- 6 seconds.
 BJ0937
 BJ0937.The orthometric height was determined by differential leveling
 BJ0937.and adjusted by the National Geodetic Survey in February 1994..
 BJ0937
 BJ0937.The geoid height was determined by GEOID03.
 BJ0937
 BJ0937.The dynamic height is computed by dividing the NAVD 88
 BJ0937.geopotential number by the normal gravity value computed on the
 BJ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0937.degrees latitude (g = 980.6199 gals.).
 BJ0937
 BJ0937.The modeled gravity was interpolated from observed gravity values.
 BJ0937
 BJ0937;                    North         East    Units  Estimated Accuracy
 BJ0937;SPC LA S     -   222,570.    1,084,040.      MT  (+/- 180 meters Scaled)
 BJ0937
 BJ0937                          SUPERSEDED SURVEY CONTROL
 BJ0937
 BJ0937  NAVD 88 (06/15/91)   13.058  (m)           42.84   (f) UNKNOWN     1 1
 BJ0937  NGVD 29 (??/??/??)   13.038  (m)           42.78   (f) ADJUSTED    1 1
 BJ0937
 BJ0937.Superseded values are not recommended for survey control.
 BJ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0937.See file dsdata.txt to determine how the superseded data were derived.
 BJ0937
 BJ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP439774(NAD 83)
 BJ0937_MARKER: DB = BENCH MARK DISK
 BJ0937_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0937_SP_SET: FOOTING
 BJ0937_STAMPING: HAMMOND 1934 RESET 1968
 BJ0937_MARK LOGO: CGS   
 BJ0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0937+STABILITY: SURFACE MOTION
 BJ0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0937+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 BJ0937
 BJ0937  HISTORY     - Date     Condition        Report By
 BJ0937  HISTORY     - 1968     MONUMENTED       CGS
 BJ0937  HISTORY     - 1969     GOOD             CGS
 BJ0937  HISTORY     - 1976     GOOD             NGS
 BJ0937  HISTORY     - 1986     GOOD             NGS
 BJ0937  HISTORY     - 19920611 GOOD             NGS
 BJ0937  HISTORY     - 20050215 GOOD             USPSQD
 BJ0937  HISTORY     - 20060419 GOOD             NGS
 BJ0937
 BJ0937                          STATION DESCRIPTION
 BJ0937
 BJ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0937'IN HAMMOND.
 BJ0937'AT HAMMOND, 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ0937'THE STATION AT HAMMOND, AT THE CITY HALL, SET ON THE TOP OF THE
 BJ0937'NORTHWEST CORNER OF A 2-BY-2-FOOT CONCRETE BASE FOR A PIPE SUPPORTING
 BJ0937'A LIGHT, ALONG THE WEST SIDE OF A PATIO, 27.5 FEET SOUTHWEST OF THE
 BJ0937'CENTER OF TWO GLASS DOORS AT THE SOUTH ENTRANCE TO THE CITY HALL, 14.4
 BJ0937'FEET NORTH OF THE NORTH CURB OF EAST THOMAS STREET, 3.8 FEET NORTHWEST
 BJ0937'OF THE SOUTHWEST CORNER OF THE PATION, 1.6 FEET EAST OF THE EAST EDGE
 BJ0937'OF THE PATIO AND 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK. NOTE-- THE
 BJ0937'BASE WHICH THE MARK WAS SET IN IS 3 FEET DEEP IN THE GROUND.
 BJ0937
 BJ0937                          STATION RECOVERY (1976)
 BJ0937
 BJ0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0937'AT HAMMOND, AT THE CITY HALL, ON EAST THOMAS STREET ABOUT MIDWAY
 BJ0937'BETWEEN NORTH CHERRY AND NORTH HOLLY STREETS, 27.5 FT SOUTHWEST OF
 BJ0937'THE CENTER OF THE SOUTH ENTRANCE DOOR TO THE CITY HALL, 14.4 FT
 BJ0937'NORTH OF THE NORTH CURB OF EAST THOMAS STREET, IN THE TOP OF THE
 BJ0937'NORTHWEST CORNER OF 2 BY 2-FOOT CONCRETE FOUNDATION FOR THE WEST
 BJ0937'ONE OF TWO LIGHT POSTS,  3.8 FT NORTHWEST OF THE SOUTHWEST CORNER OF
 BJ0937'A BRICK AND CONCRETE PATIO, 1.6 FT WEST OF THE WEST EDGE OF THE PATIO.
 BJ0937
 BJ0937                          STATION RECOVERY (1986)
 BJ0937
 BJ0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0937'RECOVERED IN GOOD CONDITION.
 BJ0937
 BJ0937                          STATION RECOVERY (1992)
 BJ0937
 BJ0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ0937'IN HAMMOND, AT 100 EAST THOMAS STREET, NEAR THE NORTHWEST CORNER OF
 BJ0937'THE CONCRETE FOOTING FOR THE MOST WESTERLY OF 2 UTILITY LIGHT POLES,
 BJ0937'12.4 M (40.7 FT) EAST OF THE SOUTHWEST CORNER OF A BUILDING AT 100
 BJ0937'EAST THOMAS STREET, 10.0 M (32.8 FT) NORTH OF THE STREET CENTERLINE,
 BJ0937'8.5 M (27.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE SOUTH ENTRANCE
 BJ0937'TO THE BUILDING, 0.3 M (1.0 FT) NORTHWEST OF THE POLE, AND THE
 BJ0937'FOOTING PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 BJ0937
 BJ0937                          STATION RECOVERY (2005)
 BJ0937
 BJ0937'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ0937'RECOVERED IN GOOD CONDITION.
 BJ0937
 BJ0937                          STATION RECOVERY (2006)
 BJ0937
 BJ0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0937'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1216 ***********************************************************************
 BJ1216  DESIGNATION -  HAMMOND RM 1
 BJ1216  PID         -  BJ1216
 BJ1216  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1216  USGS QUAD   -  HAMMOND (1994)
 BJ1216
 BJ1216                         *CURRENT SURVEY CONTROL
 BJ1216  ___________________________________________________________________
 BJ1216* NAD 83(1986)-  30 30 39.     (N)    090 27 59.     (W)     SCALED    
 BJ1216* NAVD 88     -        13.046  (meters)      42.80   (feet)  ADJUSTED  
 BJ1216  ___________________________________________________________________
 BJ1216  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1216  DYNAMIC HT  -          13.029 (meters)      42.75  (feet)  COMP
 BJ1216  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BJ1216
 BJ1216  VERT ORDER  -  FIRST     CLASS I
 BJ1216
 BJ1216.The horizontal coordinates were scaled from a topographic map and have
 BJ1216.an estimated accuracy of +/- 6 seconds.
 BJ1216
 BJ1216.The orthometric height was determined by differential leveling
 BJ1216.and adjusted by the National Geodetic Survey in February 1994..
 BJ1216
 BJ1216.The geoid height was determined by GEOID03.
 BJ1216
 BJ1216.The dynamic height is computed by dividing the NAVD 88
 BJ1216.geopotential number by the normal gravity value computed on the
 BJ1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1216.degrees latitude (g = 980.6199 gals.).
 BJ1216
 BJ1216.The modeled gravity was interpolated from observed gravity values.
 BJ1216
 BJ1216;                    North         East    Units  Estimated Accuracy
 BJ1216;SPC LA S     -   223,210.    1,083,210.      MT  (+/- 180 meters Scaled)
 BJ1216
 BJ1216                          SUPERSEDED SURVEY CONTROL
 BJ1216
 BJ1216  NAVD 88 (06/15/91)   13.064  (m)           42.86   (f) UNKNOWN     1 1
 BJ1216  NGVD 29 (??/??/??)   13.044  (m)           42.80   (f) ADJUSTED    1 1
 BJ1216
 BJ1216.Superseded values are not recommended for survey control.
 BJ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1216.See file dsdata.txt to determine how the superseded data were derived.
 BJ1216
 BJ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP431781(NAD 83)
 BJ1216_MARKER: DR = REFERENCE MARK DISK
 BJ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1216_SP_SET: CONCRETE POST
 BJ1216_STAMPING: HAMMOND NO 1 1939
 BJ1216_MARK LOGO: CGS   
 BJ1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1216+STABILITY: SURFACE MOTION
 BJ1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1216+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 BJ1216
 BJ1216  HISTORY     - Date     Condition        Report By
 BJ1216  HISTORY     - 1939     MONUMENTED       CGS
 BJ1216  HISTORY     - 1969     GOOD             CGS
 BJ1216  HISTORY     - 19920611 GOOD             NGS
 BJ1216  HISTORY     - 20050215 GOOD             USPSQD
 BJ1216  HISTORY     - 20060720 GOOD             NGS
 BJ1216
 BJ1216                          STATION DESCRIPTION
 BJ1216
 BJ1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1216'IN HAMMOND.
 BJ1216'AT HAMMOND, 0.2 MILE WEST ALONG WEST CHURCH STREET FROM THE ILLINOIS
 BJ1216'CENTRAL RAILROAD STATION, THENCE 0.3 MILE NORTH ALONG NORTH PINE
 BJ1216'STREET, 230 FEET SOUTH OF A FLAGPOLE, 126.0 FEET SOUTHWEST OF AND
 BJ1216'ACROSS NORTH PINE STREET FROM THE STATION MARK DESCRIBED, 13 FEET
 BJ1216'NORTHEAST OF A CONCRETE LIGHTPOLE, (POLE NO. 11), 201.2 FEET SOUTHWEST
 BJ1216'OF AND ACROSS NORTH PINE STREET FROM RM 3 DESCRIBED, 20 FEET NORTH OF
 BJ1216'THE NORTH EDGE OF A SIDEWALK, 2.3 FEET WEST OF THE WEST EDGE OF
 BJ1216'SIDEWALK ALONG WEST SIDE OF NORTH PINE STREET, LEVEL WITH THE SIDEWALK
 BJ1216'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SEC 23, T
 BJ1216'6S, R 7E.
 BJ1216
 BJ1216                          STATION RECOVERY (1992)
 BJ1216
 BJ1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1216'IN HAMMOND, AT THE INTERSECTION OF NORTH PINE STREET AND WEST DAKOTA
 BJ1216'AVENUE, 58.1 M (190.6 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 38.4
 BJ1216'M (126.0 FT) SOUTHWEST OF TRIANGULATION STATION HAMMOND, 8.7 M
 BJ1216'(28.5 FT) WEST OF AND LEVEL WITH THE CENTER OF THE STREET, 6.2 M
 BJ1216'(20.3 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, 0.7 M (2.3 FT)
 BJ1216'NORTHWEST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.7 M (2.3 FT) WEST OF
 BJ1216'THE WEST EDGE OF A SIDEWALK, AND THE MONUMENT IS RECESSED 0.08 M
 BJ1216'(0.26 FT) BELOW THE GROUND SURFACE.
 BJ1216
 BJ1216                          STATION RECOVERY (2005)
 BJ1216
 BJ1216'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ1216'RECOVERED IN GOOD CONDITION.
 BJ1216
 BJ1216                          STATION RECOVERY (2006)
 BJ1216
 BJ1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1218 ***********************************************************************
 BJ1218  DESIGNATION -  HAMMOND RM 3
 BJ1218  PID         -  BJ1218
 BJ1218  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1218  USGS QUAD   -  HAMMOND (1994)
 BJ1218
 BJ1218                         *CURRENT SURVEY CONTROL
 BJ1218  ___________________________________________________________________
 BJ1218* NAD 83(1992)-  30 30 39.78866(N)    090 28 00.71139(W)     ADJUSTED  
 BJ1218* NAVD 88     -        13.404  (meters)      43.98   (feet)  ADJUSTED  
 BJ1218  ___________________________________________________________________
 BJ1218  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ1218  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ1218  DYNAMIC HT  -          13.387 (meters)      43.92  (feet)  COMP
 BJ1218  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ1218
 BJ1218  HORZ ORDER  -  SECOND
 BJ1218  VERT ORDER  -  FIRST     CLASS I
 BJ1218
 BJ1218.The horizontal coordinates were established by classical geodetic methods
 BJ1218.and adjusted by the National Geodetic Survey in January 1993..
 BJ1218
 BJ1218.The orthometric height was determined by differential leveling
 BJ1218.and adjusted by the National Geodetic Survey in February 1994..
 BJ1218
 BJ1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1218
 BJ1218.The geoid height was determined by GEOID03.
 BJ1218
 BJ1218.The dynamic height is computed by dividing the NAVD 88
 BJ1218.geopotential number by the normal gravity value computed on the
 BJ1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1218.degrees latitude (g = 980.6199 gals.).
 BJ1218
 BJ1218.The modeled gravity was interpolated from observed gravity values.
 BJ1218
 BJ1218;                    North         East     Units Scale Factor Converg.
 BJ1218;SPC LA S     -   223,231.004 1,083,167.012   MT  0.99996526   +0 25 59.7
 BJ1218;SPC LA S     -   732,383.72  3,553,690.44   sFT  0.99996526   +0 25 59.7
 BJ1218;UTM  15      - 3,378,145.697   743,092.203   MT  1.00032907   +1 17 12.2
 BJ1218
 BJ1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1218!SPC LA S     -   1.00000213  x   0.99996526  =   0.99996739
 BJ1218!UTM  15      -   1.00000213  x   1.00032907  =   1.00033121
 BJ1218
 BJ1218|---------------------------------------------------------------------|
 BJ1218| PID    Reference Object                     Distance      Geod. Az  |
 BJ1218|                                                           dddmmss.s |
 BJ1218| BJ1217 HAMMOND                              31.393 METERS 14756     |
 BJ1218| BJ4182 53F002 LDH 1968                     449.078 METERS 1663331.5 |
 BJ1218|---------------------------------------------------------------------|
 BJ1218
 BJ1218                          SUPERSEDED SURVEY CONTROL
 BJ1218
 BJ1218  NAD 83(1986)-  30 30 39.80504(N)    090 28 00.70913(W) AD(       ) 2
 BJ1218  NAD 27      -  30 30 39.11730(N)    090 28 00.39070(W) AD(       ) 2
 BJ1218  NAVD 88 (06/15/91)   13.437  (m)           44.08   (f) UNKNOWN     1 1
 BJ1218  NGVD 29 (??/??/??)   13.417  (m)           44.02   (f) ADJUSTED    1 1
 BJ1218
 BJ1218.Superseded values are not recommended for survey control.
 BJ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1218.See file dsdata.txt to determine how the superseded data were derived.
 BJ1218
 BJ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4309278146(NAD 83)
 BJ1218_MARKER: DR = REFERENCE MARK DISK
 BJ1218_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ1218_SP_SET: CURB
 BJ1218_STAMPING: HAMMOND NO 3 1939
 BJ1218_MARK LOGO: CGS   
 BJ1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1218+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 BJ1218
 BJ1218  HISTORY     - Date     Condition        Report By
 BJ1218  HISTORY     - 1968     MONUMENTED       LADH
 BJ1218  HISTORY     - 1969     GOOD             CGS
 BJ1218  HISTORY     - 19920611 GOOD             NGS
 BJ1218  HISTORY     - 20050215 GOOD             USPSQD
 BJ1218  HISTORY     - 20060713 GOOD             NGS
 BJ1218
 BJ1218                          STATION DESCRIPTION
 BJ1218
 BJ1218'DESCRIBED BY LA DEPT OF HIGHWAYS 1968 (RT)
 BJ1218'REFERENCE MARK NO. 3 IS SET IN THE CURB OF THE CIRCULAR PARKWAY
 BJ1218'IN FRONT OF MCGEHEE HALL.  THE MARK IS 38.0 FEET SOUTHEAST OF THE
 BJ1218'SOUTHEAST CORNER OF THE BASE OF THE FLAGPOLE, 62.0 FEET NORTH OF A
 BJ1218'FIRE HYDRANT, 47.0 FEET NORTHWEST OF LAMP POST NO. 7.
 BJ1218'
 BJ1218'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 190
 BJ1218'AND NORTH PINE STREET IN HAMMOND, FOLLOW NORTH PINE STREET NORTH
 BJ1218'FOR 0.5 MILES TO THE STATION.
 BJ1218
 BJ1218                          STATION RECOVERY (1969)
 BJ1218
 BJ1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BJ1218'IN HAMMOND.
 BJ1218'AT HAMMOND, 0.2 MILE WEST ALONG WEST CHURCH STREET FROM THE ILLINOIS
 BJ1218'CENTRAL RAILROAD STATION, THENCE 0.3 MILE NORTH ALONG NORTH PINE
 BJ1218'STREET, 103 FEET NORTHWEST OF THE STATION MARK DESCRIBED, 39 1/2 FEET
 BJ1218'SOUTHEAST OF THE FLAGPOLE, 23 1/2 FEET EAST OF THE EXTENDED CENTER
 BJ1218'LINE OF NORTH PINE STREET, SET ON THE TOP AND ON THE SOUTHEAST SIDE OF
 BJ1218'THE CONCRETE CURB FOR THE CIRCULAR DRIVEWAY AROUND THE FLAG POLE, IN
 BJ1218'FRONT OF THE LUCIUS MCGEHEE HALL, ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 BJ1218'THE STREET.  SEC 23, T 6S, R 7E.
 BJ1218
 BJ1218                          STATION RECOVERY (1992)
 BJ1218
 BJ1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1218'IN HAMMOND, AT THE INTERSECTION OF NORTH PINE STREET AND WEST DAKOTA
 BJ1218'AVENUE, IN THE SOUTHEAST CONCRETE CURB SURROUNDING A FLAG POLE AT
 BJ1218'LUCIUS MCGEHEE HALL, 117.0 M (383.9 FT) NORTH OF THE CENTERLINE OF
 BJ1218'THE AVENUE, 31.4 M (103.0 FT) NORTHWEST OF TRIANGULATION STATION
 BJ1218'HAMMOND, 12.0 M (39.4 FT) SOUTHEAST OF A FLAG POLE, AND 6.8 M
 BJ1218'(22.3 FT) EAST OF AND LEVEL WITH THE EXTENDED CENTER OF THE STREET.
 BJ1218
 BJ1218                          STATION RECOVERY (2005)
 BJ1218
 BJ1218'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ1218'RECOVERED IN GOOD CONDITION.
 BJ1218
 BJ1218                          STATION RECOVERY (2006)
 BJ1218
 BJ1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2366 ***********************************************************************
 BX2366  DESIGNATION -  HANNA
 BX2366  PID         -  BX2366
 BX2366  STATE/COUNTY-  LA/RED RIVER
 BX2366  USGS QUAD   -  HANNA (1992)
 BX2366
 BX2366                         *CURRENT SURVEY CONTROL
 BX2366  ___________________________________________________________________
 BX2366* NAD 83(1992)-  31 57 44.26585(N)    093 20 49.48674(W)     ADJUSTED  
 BX2366* NAVD 88     -        40.266  (meters)     132.11   (feet)  ADJUSTED  
 BX2366  ___________________________________________________________________
 BX2366  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BX2366  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX2366  DYNAMIC HT  -          40.219 (meters)     131.95  (feet)  COMP
 BX2366  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 BX2366
 BX2366  HORZ ORDER  -  FIRST
 BX2366  VERT ORDER  -  FIRST     CLASS I
 BX2366
 BX2366.The horizontal coordinates were established by classical geodetic methods
 BX2366.and adjusted by the National Geodetic Survey in January 1993..
 BX2366
 BX2366.The orthometric height was determined by differential leveling
 BX2366.and adjusted by the National Geodetic Survey in February 1994..
 BX2366
 BX2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2366
 BX2366.The geoid height was determined by GEOID03.
 BX2366
 BX2366.The dynamic height is computed by dividing the NAVD 88
 BX2366.geopotential number by the normal gravity value computed on the
 BX2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2366.degrees latitude (g = 980.6199 gals.).
 BX2366
 BX2366.The modeled gravity was interpolated from observed gravity values.
 BX2366
 BX2366;                    North         East     Units Scale Factor Converg.
 BX2366;SPC LA N     -   162,444.851   919,931.663   MT  0.99991504   -0 26 52.3
 BX2366;SPC LA N     -   532,954.48  3,018,142.46   sFT  0.99991504   -0 26 52.3
 BX2366;UTM  15      - 3,536,309.095   467,202.975   MT  0.99961327   -0 11 01.4
 BX2366
 BX2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2366!SPC LA N     -   0.99999775  x   0.99991504  =   0.99991279
 BX2366!UTM  15      -   0.99999775  x   0.99961327  =   0.99961102
 BX2366
 BX2366:                Primary Azimuth Mark                     Grid Az
 BX2366:SPC LA N     -  COUSHATTA MUNICIPAL TANK                 002 59 30.2
 BX2366:UTM  15      -  COUSHATTA MUNICIPAL TANK                 002 43 39.3
 BX2366
 BX2366|---------------------------------------------------------------------|
 BX2366| PID    Reference Object                     Distance      Geod. Az  |
 BX2366|                                                           dddmmss.s |
 BX2366| CQ3105 COUSHATTA MUNICIPAL TANK            APPROX. 6.0 KM 0023237.9 |
 BX2366| CV7689 HANNA RM 1                           36.069 METERS 03046     |
 BX2366| BX2365 HANNA AZ MK                                        1460131.3 |
 BX2366| BX2367 HANNA RM 2                           30.364 METERS 26053     |
 BX2366| CQ3110 GREEN                               APPROX. 7.0 KM 3114519.8 |
 BX2366|---------------------------------------------------------------------|
 BX2366
 BX2366                          SUPERSEDED SURVEY CONTROL
 BX2366
 BX2366  NAD 83(1986)-  31 57 44.28030(N)    093 20 49.47962(W) AD(       ) 1
 BX2366  NAD 27      -  31 57 43.69870(N)    093 20 48.85660(W) AD(       ) 1
 BX2366  NAVD 88 (06/15/91)   40.266  (m)          132.11   (f) UNKNOWN     1 1
 BX2366  NGVD 29 (??/??/??)   40.324  (m)          132.30   (f) ADJUSTED    1 1
 BX2366
 BX2366.Superseded values are not recommended for survey control.
 BX2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2366.See file dsdata.txt to determine how the superseded data were derived.
 BX2366
 BX2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR6720336309(NAD 83)
 BX2366_MARKER: DS = TRIANGULATION STATION DISK
 BX2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2366_SP_SET: CONCRETE POST
 BX2366_STAMPING: HANNA 1969
 BX2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2366+STABILITY: SURFACE MOTION
 BX2366
 BX2366  HISTORY     - Date     Condition        Report By
 BX2366  HISTORY     - 1969     MONUMENTED       CGS
 BX2366  HISTORY     - 1977     GOOD             NGS
 BX2366  HISTORY     - 20010922 GOOD             USPSQD
 BX2366  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX2366
 BX2366                          STATION DESCRIPTION
 BX2366
 BX2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2366'THE STATION IS ABOUT 11 MILES NORTHWEST OF POWHATAN, 3-1/2 MILES
 BX2366'SOUTH-SOUTHEAST OF ARMISTEAD, AND 3-1/2 MILES SOUTH OF
 BX2366'COUSHATTA.  IT IS LOCATED BETWEEN STATE HIGHWAY 1 AND THE RAILROAD
 BX2366'TRACKS ON LAND OWNED BY DORIS DRIEVORA WHO LIVES 1.0 MILE
 BX2366'SOUTHEAST, AND ABOUT 1.0 MILE NORTHEAST OF HANNA.
 BX2366'
 BX2366'TO REACH THE STATION FROM THE POST OFFICE IN HANNA, GO NORTHWEST
 BX2366'ON STATE HIGHWAY 1 FOR 0.05 MILE TO THE HANNA HIGH SCHOOL ON THE
 BX2366'LEFT AND THE STATION ON THE RIGHT JUST NORTHEAST OF TWO BRICK
 BX2366'PILLARS.  TO REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTHEAST
 BX2366'ON STATE HIGHWAY 1 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 BX2366'RIGHT.
 BX2366'
 BX2366'THE STATION MARK IS A STANDARD DISK, STAMPED HANNA 1969, SET IN
 BX2366'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 BX2366'GROUND.  IT IS 72.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 BX2366'RAILROAD TRACK, 32 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER
 BX2366'OF A PAVED ROAD, 68 FEET NORTHEAST OF THE CENTERLINE OF STATE
 BX2366'HIGHWAY 1, 46 FEET NORTHWEST OF A 48-INCH SYCAMORE TREE AND 2.5
 BX2366'FEET SOUTHWEST OF A METAL WITNESS POST.
 BX2366'
 BX2366'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HANNA NO 1 1969,
 BX2366'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS
 BX2366'6 INCHES ABOVE THE GROUND.  IT IS 52 FEET SOUTH OF THE INTERSECTION
 BX2366'OF A T-ROAD, 34.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 BX2366'RAILROAD TRACK, 17 FEET SOUTHEAST OF A PAVED ROAD AND 4.5 FEET
 BX2366'WEST OF A TELEGRAPH POLE.
 BX2366'
 BX2366'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HANNA NO 2 1969,
 BX2366'SET IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL
 BX2366'THAT IS FLUSH WITH THE GROUND.  IT IS 121 FEET NORTH-NORTHWEST
 BX2366'OF THE NORTHWEST CORNER OF THE HANNA SCHOOL, 33 FEET NORTH OF
 BX2366'THE APPROXIMATE CENTER OF THE PAVED ROAD, 33 FEET WEST OF THE
 BX2366'INTERSECTION OF A CROSSROADS AND STATE HIGHWAY 1, AND 18 FEET
 BX2366'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1.
 BX2366'
 BX2366'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HANNA 1969, SET IN
 BX2366'A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL THAT IS
 BX2366'FLUSH WITH THE GROUND.  IT IS 50 FEET SOUTHWEST OF THE CENTERLINE
 BX2366'OF STATE HIGHWAY 1, 12.5 FEET NORTHEAST OF A METAL WITNESS POST
 BX2366'AND 12.5 FEET NORTH-NORTHWEST OF A TRACK ROAD.
 BX2366'
 BX2366'HEIGHT OF LIGHT ABOVE STATION MARK 31.17 METERS.
 BX2366
 BX2366                          STATION RECOVERY (1977)
 BX2366
 BX2366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX2366'IN HANNA.
 BX2366'AT HANNA, 79 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 68 FEET
 BX2366'NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 1 AND
 BX2366'A PAVED ROAD LEADING WEST, AND 38 FEET SOUTHEAST OF THE CENTER
 BX2366'LINE OF A PAVED ROAD THAT CROSSES THE TRACKS. ALSO 102 FEET
 BX2366'EAST OF HANNA R.M. 2.
 BX2366
 BX2366                          STATION RECOVERY (2001)
 BX2366
 BX2366'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2366'RECOVERED IN GOOD CONDITION.
 BX2366
 BX2366                          STATION RECOVERY (2006)
 BX2366
 BX2366'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX2366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2365 ***********************************************************************
 BX2365  DESIGNATION -  HANNA AZ MK
 BX2365  PID         -  BX2365
 BX2365  STATE/COUNTY-  LA/RED RIVER
 BX2365  USGS QUAD   -  HANNA (1992)
 BX2365
 BX2365                         *CURRENT SURVEY CONTROL
 BX2365  ___________________________________________________________________
 BX2365* NAD 83(1986)-  31 57 41.     (N)    093 20 31.     (W)     SCALED    
 BX2365* NAVD 88     -        39.383  (meters)     129.21   (feet)  ADJUSTED  
 BX2365  ___________________________________________________________________
 BX2365  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX2365  DYNAMIC HT  -          39.337 (meters)     129.06  (feet)  COMP
 BX2365  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 BX2365
 BX2365  VERT ORDER  -  FIRST     CLASS I
 BX2365
 BX2365.The horizontal coordinates were scaled from a topographic map and have
 BX2365.an estimated accuracy of +/- 6 seconds.
 BX2365
 BX2365.The orthometric height was determined by differential leveling
 BX2365.and adjusted by the National Geodetic Survey in February 1994..
 BX2365
 BX2365.The geoid height was determined by GEOID03.
 BX2365
 BX2365.The dynamic height is computed by dividing the NAVD 88
 BX2365.geopotential number by the normal gravity value computed on the
 BX2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2365.degrees latitude (g = 980.6199 gals.).
 BX2365
 BX2365.The modeled gravity was interpolated from observed gravity values.
 BX2365
 BX2365;                    North         East    Units  Estimated Accuracy
 BX2365;SPC LA N     -   162,340.      920,420.      MT  (+/- 180 meters Scaled)
 BX2365
 BX2365                          SUPERSEDED SURVEY CONTROL
 BX2365
 BX2365  NAVD 88 (06/15/91)   39.383  (m)          129.21   (f) UNKNOWN     1 1
 BX2365  NGVD 29 (??/??/??)   39.440  (m)          129.40   (f) ADJUSTED    1 1
 BX2365
 BX2365.Superseded values are not recommended for survey control.
 BX2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2365.See file dsdata.txt to determine how the superseded data were derived.
 BX2365
 BX2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR676362(NAD 83)
 BX2365_MARKER: DZ = AZIMUTH MARK DISK
 BX2365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2365_SP_SET: CONCRETE HEADWALL
 BX2365_STAMPING: HANNA 1969
 BX2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2365
 BX2365  HISTORY     - Date     Condition        Report By
 BX2365  HISTORY     - 1969     MONUMENTED       CGS
 BX2365  HISTORY     - 1977     GOOD             NGS
 BX2365  HISTORY     - 20010922 GOOD             USPSQD
 BX2365  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX2365
 BX2365                          STATION DESCRIPTION
 BX2365
 BX2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2365'0.1 MI SE FROM HANNA.
 BX2365'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX2365'AT HANNA, 70 FEET NORTHWEST OF A POWER LINE POLE WITH A
 BX2365'TRANSFORMER AND A METER BOX, 50 FEET SOUTHWEST OF THE CENTER
 BX2365'LINE OF THE HIGHWAY, AND 8 FEET NORTHWEST OF THE CENTER LINE
 BX2365'OF A PRIVATE DRIVE, IN TOP OF THE SOUTHWEST END OF THE
 BX2365'NORTHWEST HEADWALL FOR A CONCRETE PIPE CULVERT UNDER THE DRIVE,
 BX2365'6 INCHES NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 BX2365
 BX2365                          STATION RECOVERY (2001)
 BX2365
 BX2365'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2365'RECOVERED IN GOOD CONDITION.
 BX2365
 BX2365                          STATION RECOVERY (2006)
 BX2365
 BX2365'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX2365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2367 ***********************************************************************
 BX2367  DESIGNATION -  HANNA RM 2
 BX2367  PID         -  BX2367
 BX2367  STATE/COUNTY-  LA/RED RIVER
 BX2367  USGS QUAD   -  HANNA (1992)
 BX2367
 BX2367                         *CURRENT SURVEY CONTROL
 BX2367  ___________________________________________________________________
 BX2367* NAD 83(1986)-  31 57 41.     (N)    093 20 51.     (W)     SCALED    
 BX2367* NAVD 88     -        40.352  (meters)     132.39   (feet)  ADJUSTED  
 BX2367  ___________________________________________________________________
 BX2367  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX2367  DYNAMIC HT  -          40.304 (meters)     132.23  (feet)  COMP
 BX2367  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 BX2367
 BX2367  VERT ORDER  -  FIRST     CLASS I
 BX2367
 BX2367.The horizontal coordinates were scaled from a topographic map and have
 BX2367.an estimated accuracy of +/- 6 seconds.
 BX2367
 BX2367.The orthometric height was determined by differential leveling
 BX2367.and adjusted by the National Geodetic Survey in February 1994..
 BX2367
 BX2367.The geoid height was determined by GEOID03.
 BX2367
 BX2367.The dynamic height is computed by dividing the NAVD 88
 BX2367.geopotential number by the normal gravity value computed on the
 BX2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2367.degrees latitude (g = 980.6199 gals.).
 BX2367
 BX2367.The modeled gravity was interpolated from observed gravity values.
 BX2367
 BX2367;                    North         East    Units  Estimated Accuracy
 BX2367;SPC LA N     -   162,350.      919,890.      MT  (+/- 180 meters Scaled)
 BX2367
 BX2367                          SUPERSEDED SURVEY CONTROL
 BX2367
 BX2367  NAVD 88 (06/15/91)   40.351  (m)          132.38   (f) UNKNOWN     1 1
 BX2367  NGVD 29 (??/??/??)   40.409  (m)          132.58   (f) ADJUSTED    1 1
 BX2367
 BX2367.Superseded values are not recommended for survey control.
 BX2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2367.See file dsdata.txt to determine how the superseded data were derived.
 BX2367
 BX2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR671362(NAD 83)
 BX2367_MARKER: DR = REFERENCE MARK DISK
 BX2367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2367_SP_SET: CONCRETE HEADWALL
 BX2367_STAMPING: HANNA N0 2 1969
 BX2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2367
 BX2367  HISTORY     - Date     Condition        Report By
 BX2367  HISTORY     - 1969     MONUMENTED       CGS
 BX2367  HISTORY     - 1977     GOOD             NGS
 BX2367  HISTORY     - 20010922 GOOD             USPSQD
 BX2367  HISTORY     - 20060610 GOOD             USPSQD
 BX2367
 BX2367                          STATION DESCRIPTION
 BX2367
 BX2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2367'IN HANNA.
 BX2367'AT HANNA, 102 FEET WEST OF HANNA, 31 FEET NORTH OF THE CENTER
 BX2367'LINE OF A ROAD LEADING WEST, 18 FEET WEST-SOUTHWEST OF THE CENTER
 BX2367'LINE OF STATE HIGHWAY 1, IN TOP OF THE NORTHWEST END OF A CONCRETE
 BX2367'HEADWALL FOR A CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND 9
 BX2367'INCHES SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 BX2367
 BX2367                          STATION RECOVERY (2001)
 BX2367
 BX2367'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2367'RECOVERED IN GOOD CONDITION.
 BX2367
 BX2367                          STATION RECOVERY (2006)
 BX2367
 BX2367'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX2367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2778 ***********************************************************************
 AU2778  DESIGNATION -  HARAHAN CROSS S BANK HIGH TWR
 AU2778  PID         -  AU2778
 AU2778  STATE/COUNTY-  LA/JEFFERSON
 AU2778  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2778
 AU2778                         *CURRENT SURVEY CONTROL
 AU2778  ___________________________________________________________________
 AU2778* NAD 83(1992)-  29 55 42.18955(N)    090 10 44.51711(W)     ADJUSTED  
 AU2778* NAVD 88     -                                                        
 AU2778  **This station is located in a subsidence area (see below).
 AU2778  ___________________________________________________________________
 AU2778  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU2778  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2778
 AU2778  HORZ ORDER  -  THIRD
 AU2778
 AU2778.The horizontal coordinates were established by classical geodetic methods
 AU2778.and adjusted by the National Geodetic Survey in January 1993..
 AU2778
 AU2778 ** The orthometric height has not been validated since last determined
 AU2778 ** by differential leveling and should not be used for control purposes.
 AU2778 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2778 ** area with valid NAVD 88 orthometric heights.
 AU2778 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2778 ** epoch indicated which incorporates improved geoid heights for the
 AU2778 ** Southern Louisiana Subsidence area.
 AU2778 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2778
 AU2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2778
 AU2778.The geoid height was determined by GEOID03.
 AU2778
 AU2778;                    North         East     Units Scale Factor Converg.
 AU2778;SPC LA S     -   158,889.771 1,111,443.998   MT  0.99992654   +0 34 37.8
 AU2778;SPC LA S     -   521,290.86  3,646,462.52   sFT  0.99992654   +0 34 37.8
 AU2778;UTM  15      - 3,314,196.444   772,326.573   MT  1.00051510   +1 24 29.9
 AU2778
 AU2778                          SUPERSEDED SURVEY CONTROL
 AU2778
 AU2778  NAD 83(1986)-  29 55 42.20509(N)    090 10 44.51659(W) AD(       ) 4
 AU2778  NAD 27      -  29 55 41.46935(N)    090 10 44.24439(W) AD(       ) 3
 AU2778
 AU2778.Superseded values are not recommended for survey control.
 AU2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2778.See file dsdata.txt to determine how the superseded data were derived.
 AU2778
 AU2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7232714196(NAD 83)
 AU2778_MARKER: 55 = TOWER
 AU2778
 AU2778  HISTORY     - Date     Condition        Report By
 AU2778  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2778  HISTORY     - 1954     GOOD             CGS
 AU2778  HISTORY     - 1972     GOOD             NGS
 AU2778  HISTORY     - 1985     GOOD             USPSQD
 AU2778  HISTORY     - 1988     GOOD             USPSQD
 AU2778  HISTORY     - 19950710 GOOD             USPSQD
 AU2778
 AU2778                          STATION DESCRIPTION
 AU2778
 AU2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2778'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF BRIDGE CITY
 AU2778'AND JUST WEST OF STATE ROUTE NO. 30 ON THE SOUTH SIDE OF THE
 AU2778'MISSISSIPPI RIVER.
 AU2778'
 AU2778'IT IS A FOUR LEGGED TRUSS-STEEL STRUCTURE SUPPORTING SIX
 AU2778'LARGE POWER CABLES ACROSS THE MISSISSIPPI RIVER.  IT IS
 AU2778'PAINTED ALTERNATELY RED AND WHITE AND HAS AN OVER-ALL HEIGHT
 AU2778'OF 437.0 FEET.
 AU2778'
 AU2778'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TOWER.
 AU2778
 AU2778                          STATION RECOVERY (1954)
 AU2778
 AU2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 AU2778'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AU2778
 AU2778                          STATION RECOVERY (1972)
 AU2778
 AU2778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2778'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION
 AU2778'IS ADEQUATE AND COMPLETE.
 AU2778'
 AU2778'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2778
 AU2778                          STATION RECOVERY (1985)
 AU2778
 AU2778'RECOVERY NOTE BY US POWER SQUADRON 1985 (HL)
 AU2778'RECOVERED IN GOOD CONDITION.
 AU2778
 AU2778                          STATION RECOVERY (1988)
 AU2778
 AU2778'RECOVERY NOTE BY US POWER SQUADRON 1988 (HL)
 AU2778'RECOVERED IN GOOD CONDITION.
 AU2778
 AU2778                          STATION RECOVERY (1995)
 AU2778
 AU2778'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2777 ***********************************************************************
 AU2777  DESIGNATION -  HARAHAN CROSSING N BK HI LN TR
 AU2777  PID         -  AU2777
 AU2777  STATE/COUNTY-  LA/JEFFERSON
 AU2777  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2777
 AU2777                         *CURRENT SURVEY CONTROL
 AU2777  ___________________________________________________________________
 AU2777* NAD 83(1992)-  29 56 08.19125(N)    090 11 15.67550(W)     ADJUSTED  
 AU2777* NAVD 88     -                                                        
 AU2777  **This station is located in a subsidence area (see below).
 AU2777  ___________________________________________________________________
 AU2777  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2777  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AU2777
 AU2777  HORZ ORDER  -  THIRD
 AU2777
 AU2777.The horizontal coordinates were established by classical geodetic methods
 AU2777.and adjusted by the National Geodetic Survey in January 1993..
 AU2777
 AU2777 ** The orthometric height has not been validated since last determined
 AU2777 ** by differential leveling and should not be used for control purposes.
 AU2777 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2777 ** area with valid NAVD 88 orthometric heights.
 AU2777 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2777 ** epoch indicated which incorporates improved geoid heights for the
 AU2777 ** Southern Louisiana Subsidence area.
 AU2777 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2777
 AU2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2777
 AU2777.The geoid height was determined by GEOID03.
 AU2777
 AU2777;                    North         East     Units Scale Factor Converg.
 AU2777;SPC LA S     -   159,681.931 1,110,600.400   MT  0.99992639   +0 34 22.2
 AU2777;SPC LA S     -   523,889.80  3,643,694.81   sFT  0.99992639   +0 34 22.2
 AU2777;UTM  15      - 3,314,976.739   771,471.069   MT  1.00050936   +1 24 15.4
 AU2777
 AU2777                          SUPERSEDED SURVEY CONTROL
 AU2777
 AU2777  NAD 83(1986)-  29 56 08.20685(N)    090 11 15.67456(W) AD(       ) 4
 AU2777  NAD 27      -  29 56 07.46959(N)    090 11 15.39615(W) AD(       ) 3
 AU2777
 AU2777.Superseded values are not recommended for survey control.
 AU2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2777.See file dsdata.txt to determine how the superseded data were derived.
 AU2777
 AU2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7147114977(NAD 83)
 AU2777_MARKER: 55 = TOWER
 AU2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2777+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2777
 AU2777  HISTORY     - Date     Condition        Report By
 AU2777  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2777  HISTORY     - 1954     GOOD             CGS
 AU2777  HISTORY     - 1954     GOOD             CGS
 AU2777  HISTORY     - 19950710 GOOD             USPSQD
 AU2777  HISTORY     - 20030506 GOOD             USPSQD
 AU2777
 AU2777                          STATION DESCRIPTION
 AU2777
 AU2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2777'THE STATION IS LOCATED AT THE SOUTH EDGE OF HARAHAN ON THE NORTH
 AU2777'SIDE OF THE MISSISSIPPI RIVER.
 AU2777'
 AU2777'IT IS A FOUR LEGGED TRUSS-STEEL STRUCTURE SUPPORTING SIX LARGE
 AU2777'POWER CABLES ACROSS THE MISSISSIPPI RIVER.  IT IS PAINTED
 AU2777'ALTERNATELY RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF 437.0
 AU2777'FEET.
 AU2777'
 AU2777'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TOWER.
 AU2777
 AU2777                          STATION RECOVERY (1954)
 AU2777
 AU2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 AU2777'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AU2777'
 AU2777'(OFFICE NOTE--STATION NAME CHANGED TO--(HARAHAN CROSSING
 AU2777'NORTH BANK HIGHLINE TOWER)
 AU2777
 AU2777                          STATION RECOVERY (1954)
 AU2777
 AU2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (PDC)
 AU2777'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU2777'
 AU2777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH EDGE
 AU2777'EDGE OF HARAHAN
 AU2777
 AU2777                          STATION RECOVERY (1995)
 AU2777
 AU2777'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2777'RECOVERED IN GOOD CONDITION.
 AU2777
 AU2777                          STATION RECOVERY (2003)
 AU2777
 AU2777'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4720 ***********************************************************************
 BJ4720  DESIGNATION -  HARANG
 BJ4720  PID         -  BJ4720
 BJ4720  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4720  USGS QUAD   -  ROGILLIOVILLE (1984)
 BJ4720
 BJ4720                         *CURRENT SURVEY CONTROL
 BJ4720  ___________________________________________________________________
 BJ4720* NAD 83(1992)-  30 53 39.45084(N)    091 08 47.32384(W)     ADJUSTED  
 BJ4720* NAVD 88     -        92.5    (meters)     303.     (feet)  VERTCON   
 BJ4720  ___________________________________________________________________
 BJ4720  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ4720  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4720
 BJ4720  HORZ ORDER  -  FIRST
 BJ4720
 BJ4720.The horizontal coordinates were established by classical geodetic methods
 BJ4720.and adjusted by the National Geodetic Survey in May 1994..
 BJ4720
 BJ4720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4720
 BJ4720.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4720
 BJ4720.The geoid height was determined by GEOID03.
 BJ4720
 BJ4720;                    North         East     Units Scale Factor Converg.
 BJ4720;SPC LA S     -   265,418.842 1,017,865.888   MT  1.00004709   +0 05 36.3
 BJ4720;SPC LA S     -   870,794.98  3,339,448.33   sFT  1.00004709   +0 05 36.3
 BJ4720;SPC MS W     -   154,840.879   622,258.249   MT  1.00002452   -0 25 03.1
 BJ4720;SPC MS W     -   508,007.12  2,041,525.61   sFT  1.00002452   -0 25 03.1
 BJ4720;UTM  15      - 3,419,358.563   677,157.971   MT  0.99998716   +0 57 07.0
 BJ4720
 BJ4720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4720!SPC LA S     -   0.99998976  x   1.00004709  =   1.00003685
 BJ4720!SPC MS W     -   0.99998976  x   1.00002452  =   1.00001428
 BJ4720!UTM  15      -   0.99998976  x   0.99998716  =   0.99997692
 BJ4720
 BJ4720:                Primary Azimuth Mark                     Grid Az
 BJ4720:SPC LA S     -  HARANG AZ MK                             010 04 38.1
 BJ4720:SPC MS W     -  HARANG AZ MK                             010 35 17.5
 BJ4720:UTM  15      -  HARANG AZ MK                             009 13 07.4
 BJ4720
 BJ4720|---------------------------------------------------------------------|
 BJ4720| PID    Reference Object                     Distance      Geod. Az  |
 BJ4720|                                                           dddmmss.s |
 BJ4720| CW1462 HARANG AZ MK                                       0101014.4 |
 BJ4720| CW1463 HARANG RM 1                          25.620 METERS 17940     |
 BJ4720| BJ4694 JACKSON EAST LA ST HOSP TANK        APPROX. 9.3 KM 2222426.9 |
 BJ4720| BJ4693 JACKSON E LA STATE HOSP SPIPE       APPROX. 9.3 KM 2224233.0 |
 BJ4720| BJ4691 JACKSON E LA ST HOSP ADM DOME       APPROX. 9.3 KM 2230919.6 |
 BJ4720| CW1464 HARANG RM 2                          28.741 METERS 28737     |
 BJ4720|---------------------------------------------------------------------|
 BJ4720
 BJ4720                          SUPERSEDED SURVEY CONTROL
 BJ4720
 BJ4720  NAD 83(1992)-  30 53 39.45400(N)    091 08 47.32419(W) AD(       ) 1
 BJ4720  NAD 83(1986)-  30 53 39.46781(N)    091 08 47.31937(W) AD(       ) 1
 BJ4720  NAD 27      -  30 53 38.81781(N)    091 08 46.93587(W) AD(       ) 1
 BJ4720  NGVD 29 (07/19/86)   92.4    (m)          303.     (f) VERT ANG       
 BJ4720
 BJ4720.Superseded values are not recommended for survey control.
 BJ4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4720.See file dsdata.txt to determine how the superseded data were derived.
 BJ4720
 BJ4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7715819359(NAD 83)
 BJ4720_MARKER: DS = TRIANGULATION STATION DISK
 BJ4720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4720
 BJ4720  HISTORY     - Date     Condition        Report By
 BJ4720  HISTORY     - 1939     MONUMENTED       CGS
 BJ4720  HISTORY     - 1941     GOOD             CGS
 BJ4720  HISTORY     - 1954     GOOD             CGS
 BJ4720  HISTORY     - 1965     GOOD             CGS
 BJ4720  HISTORY     - 1965     GOOD             USGS
 BJ4720  HISTORY     - 1970     GOOD             NGS
 BJ4720
 BJ4720                          STATION DESCRIPTION
 BJ4720
 BJ4720'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4720'THE STATION IS LOCATED 1.75 MILES S AND 1.75 MILES W OF WILSON, LA.,
 BJ4720'ON THE DIVIDE BETWEEN THE COMITE RIVER AND THOMPSON CREEK.
 BJ4720'
 BJ4720'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4720'BRONZE DISKS SET IN CONCRETE.
 BJ4720'
 BJ4720'AZIMUTH MARK IS 0.35 MILE N OF THE STATION, IN A FENCE LINE,
 BJ4720'4 FEET SE OF THE CREST OF A BANK, 0.05 MILE ENE OF A GATE
 BJ4720'MENTIONED IN THE DESCRIPTION.  MARK PROJECTS 4
 BJ4720'INCHES AND IS STAMPED HARANG 1939.
 BJ4720'
 BJ4720'REFERENCE MARK NO. 1 IS 25.878 METERS (84.91 FEET) S OF THE
 BJ4720'STATION, IN FENCE LINE, 6.5 FEET WSW OF THE CENTER LINE OF A
 BJ4720'ROAD, 7 FEET ENE OF A FENCE, AND 13 FEET E OF A GATE.  MARK
 BJ4720'PROJECTS 4 INCHES AND IS STAMPED HARANG NO. 1 1939.
 BJ4720'REFERENCE MARK NO. 2 IS 28.573 METERS (94.33 FEET) WNW OF
 BJ4720'THE STATION IN FENCE LINE 20 FEET SW OF THE CENTER LINE OF A
 BJ4720'ROAD, AND 5 FEET NE OF A FENCE LINE.  MARK PROJECTS
 BJ4720'6 INCHES AND IS STAMPED HARANG NO. 2 1939.
 BJ4720'
 BJ4720'A 77-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT BRIDGES.
 BJ4720'
 BJ4720'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT JACKSON.
 BJ4720'
 BJ4720'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT GREEN.
 BJ4720'
 BJ4720'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT STOCKERT.
 BJ4720'
 BJ4720'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT PISGAH.
 BJ4720'
 BJ4720'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT TALBOT.
 BJ4720'
 BJ4720'A 64-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT IRWIN.
 BJ4720'
 BJ4720'TO REACH THE STATION FROM A RAILROAD CROSSING WHICH IS JUST
 BJ4720'N OF THE RAILROAD STATION IN WILSON, GO W ON THE MAIN STREET
 BJ4720'FOR 0.1 MILE TO THE FIRST CROSS STREET, TURN LEFT (S) AND GO
 BJ4720'0.2 MILE, TAKE THE MAIN ROAD RIGHT (W) FOR 0.3 MILE TO A CEMETERY
 BJ4720'ON THE LEFT AND A ROAD LEADING SW, TURN LEFT ON THIS ROAD AND
 BJ4720'GO 0.35 MILE TO A T-ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD
 BJ4720'FOR 1.6 MILES TO A GATE ON THE LEFT, TURN LEFT THROUGH THIS
 BJ4720'GATE AND FOLLOW A DIM ROAD TO THE S AROUND A WIND MILL AND
 BJ4720'CATTLE PENS FOR 0.2 MILE TO A FARM ROAD LEADING SE, TURN LEFT
 BJ4720'(SE) ON THIS ROAD AND GO 0.2 MILE TO THE TOP OF A FLAT HILL
 BJ4720'AND THE STATION ON THE LEFT.  STATION IS 38 FEET NE OF THE
 BJ4720'CENTER LINE OF A ROAD, 59 FEET NE OF A FENCE LINE, AND
 BJ4720'38.5 FEET NW OF THE NW CORNER OF A HOUSE.  MARK
 BJ4720'PROJECTS 6 INCHES AND IS STAMPED HARANG 1939.
 BJ4720'
 BJ4720'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4720
 BJ4720                          STATION RECOVERY (1941)
 BJ4720
 BJ4720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RCO)
 BJ4720'STATION RECOVERED AS DESCRIBED.  HARANG AZIMUTH MARK WAS ALSO
 BJ4720'RECOVERED.
 BJ4720
 BJ4720                          STATION RECOVERY (1954)
 BJ4720
 BJ4720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4720'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN
 BJ4720'GOOD CONDITION.  THE HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION
 BJ4720'HAS BEEN TORN DOWN.  A NEW DESCRIPTION FOLLOWS--
 BJ4720'
 BJ4720'THE STATION IS LOCATED ABOUT 2 MI. SW OF WILSON, ON THE HIGHEST
 BJ4720'POINT IN THE VICINITY.  IT IS IN PASTURE LAND, 19 FT. NE OF THE
 BJ4720'CENTERLINE OF A GRAVELED FARM ROAD, 151 FT. W OF A 30-IN. OAK
 BJ4720'TREE, 197 FT. NW OF A 20-IN. OAK TREE, AND 64 FT. NE OF A FENCE
 BJ4720'LINE.  IT IS A STANDARD DISK, STAMPED HARANG 1939 AND PROJECTING
 BJ4720'4 IN.
 BJ4720'
 BJ4720'REFERENCE MARK 1 IS 84.91 FT. S OF THE STATION, 28 FT. SW OF
 BJ4720'THE CENTERLINE OF A GRAVELED FARM ROAD, 10 FT. NE OF THE
 BJ4720'FENCE LINE, AND 130 FT. NW OF THE 20-IN. OAK TREE.  IT IS A
 BJ4720'STANDARD DISK, STAMPED HARANG NO 1 1939 AND PROJECTING 6 IN.
 BJ4720'
 BJ4720'REFERENCE MARK 2 IS 94.33 FT. W-NW OF THE STATION, 41 FT. SW
 BJ4720'OF THE CENTERLINE OF THE ROAD, AND 10 FT. NE OF A FENCE LINE.
 BJ4720'IT IS A STANDARD DISK, STAMPED HARANG NO 2 1939 AND PROJECTING
 BJ4720'6 IN.
 BJ4720'
 BJ4720'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO W
 BJ4720'FOR ONE BLOCK TO THE FIRST CROSS STREET, TURN LEFT AND GO
 BJ4720'0.2 MI., TURN RIGHT AND GO 0.35 MI. TO A CEMETERY ON THE
 BJ4720'LEFT AND A SIDE ROAD LEFT, TURN LEFT ON THE SIDE ROAD AND GO
 BJ4720'0.35 MI. TO A T-ROAD LEFT, KEEP STRAIGHT AHEAD FOR 1.6 MI.
 BJ4720'TO A SIDE ROAD LEFT AND CATTLE GUARD AND THE AZIMUTH MARK.
 BJ4720'TURN LEFT ON THE SIDE ROAD PASSING TO THE LEFT OF A WINDMILL
 BJ4720'AND FOLLOW THE GRAVEL ROAD FOR 0.4 MI. TO THE STATION.
 BJ4720
 BJ4720                          STATION RECOVERY (1965)
 BJ4720
 BJ4720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JHT)
 BJ4720'STATION FOUND IN GOOD CONDITION.  1.75 MILES NORTH AND 1.75
 BJ4720'MILES WEST OF WILSON, ON STAR-BAR CATTLE RANCH, 0.2 MILE SE
 BJ4720'OF C/L PAVED RD. (LA.38) AT WINDMILL AND STAR-BAR SIGN, ALONG
 BJ4720'GRAVEL RANCH RD, ON FLAT HILL, 19FT. NORTH C/L RANCH RD., 59 FT.
 BJ4720'NE OF FENCE, IN CONCRETE POST, STD. C AND GS TABLET, STAMPED
 BJ4720'HARANG 1939.
 BJ4720'
 BJ4720'AZIMUTH MARK APPARENTLY MOVED, AS POLARIS OBS. DOES NOT CHECK
 BJ4720'C AND GS AZIMUTH.  AZIMUTH MARK IS 500 FT. N C/L GRAVELRANCH
 BJ4720'RD. AND GATE, 40 FT. EAST C/L LA. HWY. 38, 3 FT. W OF E ROW
 BJ4720'FENCE.
 BJ4720
 BJ4720                          STATION RECOVERY (1965)
 BJ4720
 BJ4720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ4720'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4720
 BJ4720                          STATION RECOVERY (1970)
 BJ4720
 BJ4720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4720'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE AZIMUTH MARK
 BJ4720'WERE RECOVERED.  REFERENCE MARKS NUMBER 1 AND 2 WERE FOUND IN GOOD
 BJ4720'CONDITION, A PART OF THE SURFACE STATION MONUMENT HAD BEEN BROKEN
 BJ4720'AWAY, THE MARK BEING FIRM IN THE GROUND THE MARK WAS RESTORED.
 BJ4720'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 BJ4720'
 BJ4720'A CHECK WAS MADE FOR DISTANCE AND DIRECTION TO THE MARKS USING VALUES
 BJ4720'OF THE 1939 LIST.  A SMALL DISCREPANCY WAS FOUND IN THE DISTANCE, A
 BJ4720'CONSIDERABLE DIFFERENCE WAS FOUND IN DIRECTION TO THE AZIMUTH MARK.
 BJ4720'IT SEEMS AS IF THE AZIMUTH MARK HAS BEEN MOVED, AS STATED IN THE
 BJ4720'1965 RECOVERY BY J.H.T.
 BJ4720'
 BJ4720'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ4720'
 BJ4720'STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF CLINTON, 5-1/2
 BJ4720'MILES NORTHEAST OF JACKSON AND 2-1/2 MILES SOUTHWEST OF WILSON.  IT
 BJ4720'IS ON THE STAR-BAR STOCK FARM THAT IS THE PROPERTY OF MR. WADE
 BJ4720'COCKERHAM, WHOSE ADDRESS IS ROUTE NUMBER 7, BOX 77 E, JACKSON,
 BJ4720'LOUISIANA 70748.
 BJ4720'
 BJ4720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND 68,
 BJ4720'ABOUT 1-3/4 MILES EAST OF THE CENTER OF JACKSON.  GO NORTHEAST ON
 BJ4720'STATE HIGHWAY 68 FOR 5.1 MILES TO A GRAVELED SIDE ROAD RIGHT AND
 BJ4720'CATTLE GUARD AT MAIL BOX WITH LARGE RED STAR AND SIGN STAR-BAR
 BJ4720'STOCK FARM.  (CONTINUE NORTHEASTERLY ON STATE HIGHWAY 68 FOR 0.1
 BJ4720'MILE TO AZIMUTH MARK ON THE RIGHT, ON THE TOP OF CUT BANK).  TURN
 BJ4720'RIGHT CROSSING CATTLE GUARD AND GO EASTERLY FOR 0.35 MILE ON A
 BJ4720'GRAVELED ROAD TO TOP OF HILL AND THE STATION ON THE LEFT, AS
 BJ4720'DESCRIBED.
 BJ4720'
 BJ4720'STATION MARKS ARE STANDARD DISKS STAMPED HARANG 1939.  THE SURFACE
 BJ4720'DISK IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT, THAT IS
 BJ4720'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 153 FEET WEST OF A 40
 BJ4720'INCH OAK TREE, 19.5 FEET NORTHEAST OF THE CENTER OF GRAVELED ROAD
 BJ4720'AND 2.8 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 BJ4720'ATTACHED.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 BJ4720'CONCRETE THAT IS 42 INCHES BELOW GROUND SURFACE.
 BJ4720'
 BJ4720'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARANG NO 1 1939, SET IN
 BJ4720'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 BJ4720'ABOVE THE GROUND.  IT IS 131 FEET NORTHWEST OF A 30 INCH OAK TREE,
 BJ4720'32 FEET SOUTHWEST OF THE CENTER OF GRAVELED ROAD AND 3 FEET
 BJ4720'SOUTHWEST OF A WIRE FENCE.
 BJ4720'
 BJ4720'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARANG NO 2 1939, SET IN
 BJ4720'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 BJ4720'ABOVE THE GROUND.  IT IS 61 FEET SOUTHEAST OF THE CENTER OF METAL
 BJ4720'GATE, 40 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF GRAVELED ROAD
 BJ4720'AND 1.5 FEET SOUTHWEST OF A WIRE FENCE.
 BJ4720'
 BJ4720'AZIMUTH MARK IS A STANDARD DISK, STAMPED HARANG 1939, SET IN THE TOP
 BJ4720'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 BJ4720'THE GROUND.  IT IS 41 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 BJ4720'HIGHWAY 68, 2 FEET NORTH-NORTHWEST OF A WIRE FENCE AND 1.4 FEET
 BJ4720'NORTH OF A METAL WITNESS POST, WITH SIGN ATTACHED.
 BJ4720'
 BJ4720'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4720'
 BJ4720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 BJ4720'NORTHEAST OF WILSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1100 ***********************************************************************
 AU1100  DESIGNATION -  HARANG RESET
 AU1100  PID         -  AU1100
 AU1100  STATE/COUNTY-  LA/LAFOURCHE
 AU1100  USGS QUAD   -  LAROSE (1979)
 AU1100
 AU1100                         *CURRENT SURVEY CONTROL
 AU1100  ___________________________________________________________________
 AU1100* NAD 83(1992)-  29 35 27.13534(N)    090 27 06.89027(W)     ADJUSTED  
 AU1100* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1100  **This station is located in a subsidence area (see below).
 AU1100  ___________________________________________________________________
 AU1100  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AU1100  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AU1100  DYNAMIC HT  -           2.5   (meters)       8.    (feet)  COMP
 AU1100  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 AU1100
 AU1100  HORZ ORDER  -  FIRST
 AU1100  VERT ORDER  -  THIRD (See Below)
 AU1100
 AU1100.The horizontal coordinates were established by classical geodetic methods
 AU1100.and adjusted by the National Geodetic Survey in January 1993..
 AU1100
 AU1100 ** The orthometric height has not been validated since last determined
 AU1100 ** by differential leveling and should not be used for control purposes.
 AU1100 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1100 ** area with valid NAVD 88 orthometric heights.
 AU1100 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1100 ** epoch indicated which incorporates improved geoid heights for the
 AU1100 ** Southern Louisiana Subsidence area.
 AU1100 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1100.The orthometric height was scaled from a topographic map.
 AU1100.The vertical order pertains to the first NAVD 88 superseded value.
 AU1100
 AU1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1100
 AU1100.The geoid height was determined by GEOID03.
 AU1100
 AU1100.The dynamic height is computed by dividing the NAVD 88
 AU1100.geopotential number by the normal gravity value computed on the
 AU1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1100.degrees latitude (g = 980.6199 gals.).
 AU1100
 AU1100.The modeled gravity was interpolated from observed gravity values.
 AU1100
 AU1100;                    North         East     Units Scale Factor Converg.
 AU1100;SPC LA S     -   121,246.244 1,085,386.542   MT  0.99995118   +0 26 26.6
 AU1100;SPC LA S     -   397,788.72  3,560,972.35   sFT  0.99995118   +0 26 26.6
 AU1100;UTM  15      - 3,276,163.032   746,800.786   MT  1.00035162   +1 15 32.0
 AU1100
 AU1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1100!SPC LA S     -   1.00000357  x   0.99995118  =   0.99995475
 AU1100!UTM  15      -   1.00000357  x   1.00035162  =   1.00035519
 AU1100
 AU1100|---------------------------------------------------------------------|
 AU1100| PID    Reference Object                     Distance      Geod. Az  |
 AU1100|                                                           dddmmss.s |
 AU1100| AU1103 TT 33 L USGS                          8.545 METERS 03642     |
 AU1100| AU1102 HARANG RM 1                          88.124 METERS 05508     |
 AU1100| AU1101 HARANG RM 3                          29.535 METERS 07453     |
 AU1100| AU1104 HARANG AZ MK                                       1014556.5 |
 AU1100| AU2850 LAROSE CATH CH TIP OF CROSS         APPROX. 7.1 KM 1065200.8 |
 AU1100| AU3020 MONTEGUT WATER TANK                 APPROX.16.1 KM 2192255.0 |
 AU1100| AU1098 HARANG RM 2                          49.069 METERS 28209     |
 AU1100| AU3140 LOCKPORT MUNICIPAL TANK             APPROX.10.4 KM 3064538.2 |
 AU1100| AU3139 RACELAND SUGAR REFINERY TANK        APPROX.20.7 KM 3192117.4 |
 AU1100| AU3141 MATHEWS SOUTH COAST CORP TANK       APPROX.14.6 KM 3223237.9 |
 AU1100| AU2852 OIL DERRICK WEST OF LAROSE          443.049 METERS 3394841.0 |
 AU1100| AU2853 GOLDEN VALLEY RANCH TALL STACK      APPROX. 9.7 KM 3533304.5 |
 AU1100|---------------------------------------------------------------------|
 AU1100
 AU1100                          SUPERSEDED SURVEY CONTROL
 AU1100
 AU1100  NAD 83(1986)-  29 35 27.15436(N)    090 27 06.89521(W) AD(       ) 1
 AU1100  NAD 27      -  29 35 26.37993(N)    090 27 06.59668(W) AD(       ) 1
 AU1100  NAVD 88 (06/15/91)    2.584  (m)            8.48   (f) UNKNOWN     1 2
 AU1100  NGVD 29 (??/??/??)    2.584  (m)            8.48   (f) ADJUSTED    1 2
 AU1100
 AU1100.Superseded values are not recommended for survey control.
 AU1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1100.See file dsdata.txt to determine how the superseded data were derived.
 AU1100
 AU1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4680176163(NAD 83)
 AU1100_MARKER: DS = TRIANGULATION STATION DISK
 AU1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1100_SP_SET: CONCRETE POST
 AU1100_STAMPING: HARANG 1934 1966 BM
 AU1100_MARK LOGO: CGS   
 AU1100_PROJECTION: PROJECTING 18 CENTIMETERS
 AU1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1100+STABILITY: SURFACE MOTION
 AU1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1100+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AU1100
 AU1100  HISTORY     - Date     Condition        Report By
 AU1100  HISTORY     - 1966     MONUMENTED       CGS
 AU1100  HISTORY     - 19660607 GOOD             CGS
 AU1100  HISTORY     - 1981     GOOD             NGS
 AU1100  HISTORY     - 19930224 GOOD             NGS
 AU1100
 AU1100                          STATION DESCRIPTION
 AU1100
 AU1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1100'5 MI NW FROM LAROSE.
 AU1100'NOTE-- THE ORIGINAL STATION MARK WAS LOWERED IN ITS ORIGINAL POSITION.
 AU1100'A DESCRIPTION OF THE NEW MARK FOLLOWS-- LOCATED ABOUT 1 MILE
 AU1100'SOUTHEAST OF THE VALENTINE SUGAR CO. AND 5 MILES NORTHWEST ALONG STATE
 AU1100'HIGHWAY 308 FROM LAROSE, ON THE NORTH BANK OF BAYOU LAFOURCHE, 26 FEET
 AU1100'NORTH OF THE NORTH BANK OF THE BAYOU, 56.5 FEET SOUTH OF STATE HIGHWAY
 AU1100'308, 95.5 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 257
 AU1100'FEET WEST OF A BREATHER PIPE FOR THE COLUMBIA GULF TRANSMISSION LINE,
 AU1100'DIRECTLY NORTH OF AND ACROSS THE BAYOU FROM A SMALL WHITE HOUSE WITH
 AU1100'THE LETTER L IN THE NORTH GABLE AND 1.5 FEET SOUTH OF A METAL WITNESS
 AU1100'POST.  IT IS SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AU1100
 AU1100                          STATION RECOVERY (1966)
 AU1100
 AU1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU1100'THE STATION WS VISITED 6-7-66 AND THE STATION UNDERGROUND MARK
 AU1100'WAS FOUND IN GOOD CONDITION, THE SURFACE MARK WAS FOUND PROJECTING
 AU1100'ABOUT 2.5 FEET AND READY TO FALL OVER.  R.M. NO. 2 WAS FOUND IN
 AU1100'GOOD CONDITION.  R.M. NO. 1 WAS FOUND DISTURBED.  THE AZIMUTH
 AU1100'MARK WAS OBSTRUCTED FROM THE STATION NO PHYSICAL CHANGE COULD BE
 AU1100'FOUND WITH THE AZIMUTH MARK EXCEPT THE ARROW ON THE DISK WAS
 AU1100'POINTED ABOUT 175 DEGREES OFF.  REFERENCE MARK NO. 3 WAS
 AU1100'ESTABLISHED AT THIS DATE.  THE STATION UNDERGROUND MARK WAS
 AU1100'LOWERED ABOUT 3.5 FEET, BY PLUMB BOB METHOD, A NEW SURFACE
 AU1100'MARK WAS ESTABLISHED.  A PRECISE ELEVATION WAS DETERMINED FOR THE
 AU1100'STATION AND REFERENCE MARK NO. 3.  A NEW DESCRIPTION FOLLOWS--
 AU1100'
 AU1100'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE VALENTINE
 AU1100'SUGAR CO. AND 5 MILES NORTHWEST OF LA ROSE, ALONG STATE HIGHWAY 308
 AU1100'AND ON THE NORTH BANK OF BAYOU LA FOURCHE, 26 FEET NORTH OF
 AU1100'THE NORTH BANK OF THE BAYOU, 56.5 FEET SOUTH OF STATE HIGHWAY 308,
 AU1100'95.5 FEET SSW OF A POWER POLE WITH A TRANSFORMER, 257 FEET WEST
 AU1100'OF THE BREATHER PIPE FOR THE COLUMBIA GULF TRANSMISSION LINE,
 AU1100'1.5 FEET SOUTH OF A METAL WITNESS POST AND DIRECTLY NORTH AND
 AU1100'ACROSS THE BAYOU FROM A SMALL WHITE HOUSE WITH THE LETTER L IN
 AU1100'THE NORTH GABLE.  IT IS A STANDARD DISK STAMPED HARANG 1934
 AU1100'1966 BM PROJECTING 6 INCHES.
 AU1100'
 AU1100'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE CENTER OF THE
 AU1100'HIGHWAY 82 FEET EAST OF A POWER POLE AND 1.5 FEET NORTH OF A
 AU1100'METAL WITNESS POST.  A STANDARD DISK, STAMPED HARANG NO 2 1934,
 AU1100'PROJECTING 6 INCHES.
 AU1100'
 AU1100'REFERENCE MARK NO. 3 IS 96.90 FEET ESE OF THE STATION, 7 FEET
 AU1100'NORTH OF A 3 FOOT BANK, 18 FEET NORTH OF THE NORTH BANK OF THE
 AU1100'BAYOU, 62 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 96 FEET SSE
 AU1100'OF A POWER POLE WITH A TRANSFORMER, 162 FEET WSW OF THE BREATHER
 AU1100'FOR THE GAS LINE, 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 AU1100'STANDARD DISK, STAMPED HARANG NO 3 1934 1 1966, PROJECTING 4 INCHES.
 AU1100'
 AU1100'THE AZIMUTH MARK IS 0.5 MILE SE OF THE STATION, 61 FEET SOUTH
 AU1100'AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A CONCRETE
 AU1100'FOUNDATION SUPPORTING A GROUP OF VALVES, 41 FEET NE OF THE NE
 AU1100'EDGE OF A WOODEN BULKHEAD ON BAYOU LAFOURCHE, AND 20 FEET
 AU1100'SOUTHWEST OF THE CENTER OF THE STATE HIGHWAY 308 AND ACROSS
 AU1100'THE HIGHWAY FROM TWO LARGE STORAGE TANKS.  IT IS A STANDARD
 AU1100'DISK STAMPED HARANG 1934, PROJECTING 2 INCHES.
 AU1100'
 AU1100'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NW
 AU1100'OF LA ROSE.
 AU1100
 AU1100                          STATION RECOVERY (1981)
 AU1100
 AU1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU1100'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU1100'1.6 KILOMETERS (1.0 MILE) SOUTHEAST ALONG STATE HIGHWAY 308 FROM THE
 AU1100'ENTRANCE ROAD OF VALENTINE SUGAR MILL IN VALENTINE, TO THE MARK ON THE
 AU1100'LEFT, ON THE NORTH BANK OF THE LAFOURCHE BAYOU, 17.21 METERS (56.5
 AU1100'FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29.56 METERS (97.0
 AU1100'FEET) WEST OF BENCH MARK HARING RM 3, 7.92 METERS (26.0 FEET) NORTH OF
 AU1100'THE NORTH BANK OF THE BAYOU.
 AU1100'THE MARK IS 0.47 METERS  S FROM A WITNESS POST.
 AU1100
 AU1100                          STATION RECOVERY (1993)
 AU1100
 AU1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1100'8.7 KM (5.40 MI) NORTHWESTERLY ALONG STATE HIGHWAY 308 FROM THE
 AU1100'JUNCTION OF STATE HIGHWAY 657 IN LAROSE, 29.6 M (97.1 FT)
 AU1100'WEST-SOUTHWEST OF REFERENCE MARK 3, 17.2 M (56.4 FT) SOUTHEAST OF THE
 AU1100'CENTERLINE OF THE HIGHWAY, 7.9 M (25.9 FT) NORTH OF THE NORTH BANK OF
 AU1100'BAYOU LAFOURCHE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0
 AU1100'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.08 M
 AU1100'(0.26 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3081 ***********************************************************************
 CQ3081  DESIGNATION -  HARD
 CQ3081  PID         -  CQ3081
 CQ3081  STATE/COUNTY-  LA/BIENVILLE
 CQ3081  USGS QUAD   -  SPARTA (1986)
 CQ3081
 CQ3081                         *CURRENT SURVEY CONTROL
 CQ3081  ___________________________________________________________________
 CQ3081* NAD 83(1992)-  32 18 41.33929(N)    093 04 16.75578(W)     ADJUSTED  
 CQ3081* NAVD 88     -       106.8    (meters)     350.     (feet)  VERTCON   
 CQ3081  ___________________________________________________________________
 CQ3081  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 CQ3081  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3081
 CQ3081  HORZ ORDER  -  SECOND
 CQ3081
 CQ3081.The horizontal coordinates were established by classical geodetic methods
 CQ3081.and adjusted by the National Geodetic Survey in January 1993..
 CQ3081
 CQ3081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3081
 CQ3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3081
 CQ3081.The geoid height was determined by GEOID03.
 CQ3081
 CQ3081;                    North         East     Units Scale Factor Converg.
 CQ3081;SPC LA N     -   200,991.853   946,200.955   MT  0.99993828   -0 18 07.4
 CQ3081;SPC LA N     -   659,420.77  3,104,327.63   sFT  0.99993828   -0 18 07.4
 CQ3081;UTM  15      - 3,574,964.332   493,286.219   MT  0.99960056   -0 02 17.2
 CQ3081
 CQ3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3081!SPC LA N     -   0.99998727  x   0.99993828  =   0.99992555
 CQ3081!UTM  15      -   0.99998727  x   0.99960056  =   0.99958783
 CQ3081
 CQ3081|---------------------------------------------------------------------|
 CQ3081| PID    Reference Object                     Distance      Geod. Az  |
 CQ3081|                                                           dddmmss.s |
 CQ3081| CQ3080 HARD A                               10.175 METERS 10724     |
 CQ3081| CX5954 HARD AZ MK                                         1543925.9 |
 CQ3081| CX5955 HARD RM 1                            13.503 METERS 15611     |
 CQ3081| CX5956 HARD RM 2                            14.958 METERS 34110     |
 CQ3081|---------------------------------------------------------------------|
 CQ3081
 CQ3081                          SUPERSEDED SURVEY CONTROL
 CQ3081
 CQ3081  NAD 83(1986)-  32 18 41.35301(N)    093 04 16.74722(W) AD(       ) 2
 CQ3081  NAD 27      -  32 18 40.78751(N)    093 04 16.16413(W) AD(       ) 2
 CQ3081  NGVD 29 (07/19/86)  106.9    (m)          351.     (f) VERT ANG       
 CQ3081
 CQ3081.Superseded values are not recommended for survey control.
 CQ3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3081.See file dsdata.txt to determine how the superseded data were derived.
 CQ3081
 CQ3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9328674964(NAD 83)
 CQ3081_MARKER: DD = SURVEY DISK
 CQ3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3081
 CQ3081  HISTORY     - Date     Condition        Report By
 CQ3081  HISTORY     - 1971     MONUMENTED       LADTD
 CQ3081
 CQ3081                          STATION DESCRIPTION
 CQ3081
 CQ3081'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ3081'THE STATION IS LOCATED 5 MILES SOUTHWEST OF BIENVILLE,
 CQ3081'8 MILES NORTHEAST OF CASTOR, AND 15.5 MILES SOUTH OF GIBSLAND,
 CQ3081'IN THE SOUTHWEST 1/4 OF SECTION 2, T15N, R7W, AND ON THE PROPERTY
 CQ3081'OWNED BY BODCAW LUMBER COMPANY, ADDRESS GOODPINE, LOUISIANA.
 CQ3081'
 CQ3081'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND 507
 CQ3081'IN BIENVILLE, DRIVE SOUTH ALONG HIGHWAY 9 FOR 0.8 MILE TO A
 CQ3081'BLACKTOP ROAD, TURN RIGHT ON THE BLACKTOP ROAD AND GO 3.45 MILES
 CQ3081'TO THE END OF THE BLACKTOP, CONTINUE WEST ON MAIN ROAD FOR 2
 CQ3081'MILES TO END OF ANOTHER BLACKTOP ROAD, FROM THIS POINT GO
 CQ3081'SOUTHWEST ON A DIRT ROAD FOR 0.8 MILE TO A POWER LINE AND THE
 CQ3081'STATION ON THE LEFT AND 300 FEET SOUTHEAST OF THE ROAD.
 CQ3081'
 CQ3081'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ALONG THE
 CQ3081'POWER LINE RIGHT-OF-WAY FOR APPROXIMATELY 0.5 MILE.  THE MARK IS
 CQ3081'SET ON THE LEFT OF THE RIGHT-OF-WAY NEAR AN OAK TREE.
 CQ3081'
 CQ3081'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3081'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3081'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ3081'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ3081'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ3081'STAMPED HARD 1971.  THE MARK IS 241 FEET SOUTH-SOUTHEAST OF THE
 CQ3081'CENTER OF A GRAVEL ROAD, 172 FEET NORTHWEST OF POWER POLE
 CQ3081'NUMBER 249, AND 3 FEET NORTHEAST OF A METAL WITNESS POST AND
 CQ3081'SIGN.  THE STATION IS SET ON THE RIGHT SIDE OF THE POWER LINE
 CQ3081'RIGHT-OF-WAY ON A KNOLL.
 CQ3081'
 CQ3081'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3081'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3081'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3081'GROUND.  IT IS STAMPED HARD R.M. 1 1971.  IT IS 185 FEET
 CQ3081'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 128 FEET
 CQ3081'NORTH-NORTHWEST OF POWER POLE NUMBER 249.
 CQ3081'
 CQ3081'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3081'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3081'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3081'GROUND.  IT IS STAMPED HARD R.M. 2 1971.  IT IS 221 FEET NORTHWEST
 CQ3081'OF POWER POLE NUMBER 249, AND 192 FEET SOUTH-SOUTHEAST OF THE
 CQ3081'CENTER OF A GRAVEL ROAD.
 CQ3081'
 CQ3081'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3081'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3081'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3081'GROUND.  IT IS STAMPED HARD AZ. MK. 1971.  IT IS 103 FEET
 CQ3081'NORTH-NORTHEAST OF POWER POLE NUMBER 252, 30 FEET SOUTH-SOUTHWEST
 CQ3081'OF A 14 INCH BLACK JACK OAK TREE, 19 FEET WEST OF A 16 INCH
 CQ3081'BLACK JACK OAK TREE, AND 3 FEET SOUTHWEST OF A METAL WITNESS
 CQ3081'POST AND SIGN.
 CQ3081'
 CQ3081'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1575 ***********************************************************************
 CP1575  DESIGNATION -  HARD TIMES BOLT
 CP1575  PID         -  CP1575
 CP1575  STATE/COUNTY-  LA/TENSAS
 CP1575  USGS QUAD   -  NEWELLTON (1994)
 CP1575
 CP1575                         *CURRENT SURVEY CONTROL
 CP1575  ___________________________________________________________________
 CP1575* NAD 83(1986)-  32 02 00.     (N)    091 07 30.     (W)     SCALED    
 CP1575* NAVD 88     -        23.92   (+/-2cm)      78.5    (feet)  VERTCON   
 CP1575  ___________________________________________________________________
 CP1575  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1575
 CP1575  VERT ORDER  -  ? (See Below)
 CP1575
 CP1575.The horizontal coordinates were scaled from a topographic map and have
 CP1575.an estimated accuracy of +/- 6 seconds.
 CP1575
 CP1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1575.The vertical order pertains to the NGVD 29 superseded value.
 CP1575
 CP1575.The geoid height was determined by GEOID03.
 CP1575
 CP1575;                    North         East    Units  Estimated Accuracy
 CP1575;SPC LA N     -   170,830.    1,129,870.      MT  (+/- 180 meters Scaled)
 CP1575
 CP1575                          SUPERSEDED SURVEY CONTROL
 CP1575
 CP1575  NGVD 29 (??/??/92)   23.936  (m)           78.53   (f) ADJ UNCH    ?  
 CP1575
 CP1575.Superseded values are not recommended for survey control.
 CP1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1575.See file dsdata.txt to determine how the superseded data were derived.
 CP1575
 CP1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR770456(NAD 83)
 CP1575_MARKER: B = BOLT
 CP1575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1575_SP_SET: TILE
 CP1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1575
 CP1575  HISTORY     - Date     Condition        Report By
 CP1575  HISTORY     - UNK      MONUMENTED       DOD
 CP1575  HISTORY     - 1934     GOOD             DOD
 CP1575  HISTORY     - 1963     POOR             USGS
 CP1575
 CP1575                          STATION DESCRIPTION
 CP1575
 CP1575'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1575'3.25 MI NE FROM NEWELLTON.
 CP1575'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1575'P.B.M. IS TILE AND PIPE WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI
 CP1575'RIVER IN TENSAS PARISH, LA.  ON HARD TIMES PLANTATION, ABOUT 960
 CP1575'METERS ALONG ROAD LANDSIDE OF HARD TIMES LDG., ABOUT 200 METERS BACK
 CP1575'OF CENTER LINE OF LEVEE AND ON SMALL U SHAPED PLAT FORMED BY ROAD
 CP1575'ALONG DOWNSTREAM BANK OF LAKE ST. JOSEPH, DRAINAGE CANAL WHICH
 CP1575'PARALLELS LEVEE, AND ROAD ALONG TOP OF RIVERSIDE SPOIL BANK OF CANAL.
 CP1575'ABOUT 30 METERS EAST OF NUTT PLANTATION LINE, 16.2 METERS DOWNSTREAM
 CP1575'FROM CENTER OF ROAD ALONG LAKE, 8.2 METERS LANDSIDE OF SPOIL BANK
 CP1575'ROAD.  15.2 METERS RIVERSIDE OF CANAL.  TOP OF CAP 24 IN. ABOVE
 CP1575'GROUND.
 CP1575
 CP1575                          STATION RECOVERY (1963)
 CP1575
 CP1575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1575'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1574 ***********************************************************************
 CP1574  DESIGNATION -  HARD TIMES CAP
 CP1574  PID         -  CP1574
 CP1574  STATE/COUNTY-  LA/TENSAS
 CP1574  USGS QUAD   -  NEWELLTON (1994)
 CP1574
 CP1574                         *CURRENT SURVEY CONTROL
 CP1574  ___________________________________________________________________
 CP1574* NAD 83(1986)-  32 02 00.     (N)    091 07 30.     (W)     SCALED    
 CP1574* NAVD 88     -        25.12   (+/-2cm)      82.4    (feet)  VERTCON   
 CP1574  ___________________________________________________________________
 CP1574  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1574
 CP1574  VERT ORDER  -  ? (See Below)
 CP1574
 CP1574.The horizontal coordinates were scaled from a topographic map and have
 CP1574.an estimated accuracy of +/- 6 seconds.
 CP1574
 CP1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1574.The vertical order pertains to the NGVD 29 superseded value.
 CP1574
 CP1574.The geoid height was determined by GEOID03.
 CP1574
 CP1574;                    North         East    Units  Estimated Accuracy
 CP1574;SPC LA N     -   170,830.    1,129,870.      MT  (+/- 180 meters Scaled)
 CP1574
 CP1574                          SUPERSEDED SURVEY CONTROL
 CP1574
 CP1574  NGVD 29 (??/??/92)   25.138  (m)           82.47   (f) ADJ UNCH    ?  
 CP1574
 CP1574.Superseded values are not recommended for survey control.
 CP1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1574.See file dsdata.txt to determine how the superseded data were derived.
 CP1574
 CP1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR770456(NAD 83)
 CP1574_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1574_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1574_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1574
 CP1574  HISTORY     - Date     Condition        Report By
 CP1574  HISTORY     - UNK      MONUMENTED       DOD
 CP1574  HISTORY     - 1934     GOOD             DOD
 CP1574  HISTORY     - 1963     GOOD             USGS
 CP1574
 CP1574                          STATION DESCRIPTION
 CP1574
 CP1574'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1574'3.25 MI NE FROM NEWELLTON.
 CP1574'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON.
 CP1574'P.B.M. IS TILE AND PIPE WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI
 CP1574'RIVER IN TENSAS PARISH, LA.  ON HARD TIMES PLANTATION, ABOUT 960
 CP1574'METERS ALONG ROAD LANDSIDE OF HARD TIMES LDG., ABOUT 200 METERS BACK
 CP1574'OF CENTER LINE OF LEVEE AND ON SMALL U SHAPED PLAT FORMED BY ROAD
 CP1574'ALONG DOWNSTREAM BANK OF LAKE ST. JOSEPH, DRAINAGE CANAL WHICH
 CP1574'PARALLELS LEVEE, AND ROAD ALONG TOP OF RIVERSIDE SPOIL BANK OF CANAL.
 CP1574'ABOUT 30 METERS EAST OF NUTT PLANTATION LINE, 16.2 METERS DOWNSTREAM
 CP1574'FROM CENTER OF ROAD ALONG LAKE, 8.2 METERS LANDSIDE OF SPOIL BANK
 CP1574'ROAD.  15.2 METERS RIVERSIDE OF CANAL.  TOP OF CAP 24 IN. ABOVE
 CP1574'GROUND.
 CP1574
 CP1574                          STATION RECOVERY (1963)
 CP1574
 CP1574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4916 ***********************************************************************
 BJ4916  DESIGNATION -  HARDWOOD KING LUMBER IND TANK
 BJ4916  PID         -  BJ4916
 BJ4916  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4916  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ4916
 BJ4916                         *CURRENT SURVEY CONTROL
 BJ4916  ___________________________________________________________________
 BJ4916* NAD 83(1992)-  30 48 25.28349(N)    091 23 01.06027(W)     ADJUSTED  
 BJ4916* NAVD 88     -                                                        
 BJ4916  ___________________________________________________________________
 BJ4916  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4916  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4916
 BJ4916  HORZ ORDER  -  THIRD
 BJ4916
 BJ4916.The horizontal coordinates were established by classical geodetic methods
 BJ4916.and adjusted by the National Geodetic Survey in May 1994..
 BJ4916
 BJ4916
 BJ4916.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4916
 BJ4916.The geoid height was determined by GEOID03.
 BJ4916
 BJ4916;                    North         East     Units Scale Factor Converg.
 BJ4916;SPC LA S     -   255,729.776   995,186.896   MT  1.00002451   -0 01 30.5
 BJ4916;SPC LA S     -   839,006.77  3,265,042.34   sFT  1.00002451   -0 01 30.5
 BJ4916;UTM  15      - 3,409,332.814   654,628.373   MT  0.99989495   +0 49 40.8
 BJ4916
 BJ4916                          SUPERSEDED SURVEY CONTROL
 BJ4916
 BJ4916  NAD 83(1992)-  30 48 25.28426(N)    091 23 01.06118(W) AD(       ) 4
 BJ4916  NAD 83(1986)-  30 48 25.29920(N)    091 23 01.05519(W) AD(       ) 4
 BJ4916  NAD 27      -  30 48 24.64415(N)    091 23 00.64706(W) AD(       ) 3
 BJ4916
 BJ4916.Superseded values are not recommended for survey control.
 BJ4916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4916.See file dsdata.txt to determine how the superseded data were derived.
 BJ4916
 BJ4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5462809333(NAD 83)
 BJ4916_MARKER: 53 = ELEVATED TANK
 BJ4916
 BJ4916  HISTORY     - Date     Condition        Report By
 BJ4916  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4916  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BJ4916
 BJ4916                          STATION DESCRIPTION
 BJ4916
 BJ4916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4916'THE HARDWOOD, KING LUMBER INDUSTRIES WATER TANK IS LOCATED ON THE
 BJ4916'GROUNDS OF THE LUMBER COMPANY IN THE EAST EDGE OF THE SMALL TOWN OF
 BJ4916'HARDWOOD WHICH IS ABOUT 1-1/2 MILES NORTH OF ST. FRANCISVILLE.
 BJ4916'IT IS A CONICAL-SHAPED TANK, PAINTED SILVER, SUPPORTED BY FOUR
 BJ4916'BLACK STEEL LEGS WITH AN OVERALL HEIGHT OF 110 FEET.
 BJ4916'
 BJ4916'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
 BJ4916
 BJ4916                          STATION RECOVERY (2005)
 BJ4916
 BJ4916'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BJ4916'USING GARMIN 76 WASS GPS TO LOCATED COORD  THE TANK IS NOT PRESENT IN
 BJ4916'AREA.  THE COORDNIATES ARE IN A FIELD FULL OF BRUSH AND SMALL TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2614 ***********************************************************************
 BX2614  DESIGNATION -  HARDY
 BX2614  PID         -  BX2614
 BX2614  STATE/COUNTY-  LA/RAPIDES
 BX2614  USGS QUAD   -  LECOMPTE (1992)
 BX2614
 BX2614                         *CURRENT SURVEY CONTROL
 BX2614  ___________________________________________________________________
 BX2614* NAD 83(1992)-  31 04 01.59846(N)    092 23 03.82244(W)     ADJUSTED  
 BX2614* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BX2614  ___________________________________________________________________
 BX2614  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BX2614  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX2614
 BX2614  HORZ ORDER  -  SECOND
 BX2614
 BX2614.The horizontal coordinates were established by classical geodetic methods
 BX2614.and adjusted by the National Geodetic Survey in January 1993..
 BX2614
 BX2614.The orthometric height was scaled from a topographic map.
 BX2614
 BX2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2614
 BX2614.The geoid height was determined by GEOID03.
 BX2614
 BX2614;                    North         East     Units Scale Factor Converg.
 BX2614;SPC LA N     -    62,886.140 1,011,033.282   MT  1.00002406   +0 03 40.0
 BX2614;SPC LA N     -   206,318.94  3,317,031.69   sFT  1.00002406   +0 03 40.0
 BX2614;UTM  15      - 3,437,202.337   558,728.707   MT  0.99964254   +0 19 03.7
 BX2614
 BX2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2614!SPC LA N     -   1.00000094  x   1.00002406  =   1.00002500
 BX2614!UTM  15      -   1.00000094  x   0.99964254  =   0.99964348
 BX2614
 BX2614|---------------------------------------------------------------------|
 BX2614| PID    Reference Object                     Distance      Geod. Az  |
 BX2614|                                                           dddmmss.s |
 BX2614| CY3735 HARDY RM 1                           19.786 METERS 14024     |
 BX2614| CY3736 HARDY RM 2                           22.437 METERS 32013     |
 BX2614| CY3734 HARDY AZ MK                                        3261403.2 |
 BX2614|---------------------------------------------------------------------|
 BX2614
 BX2614                          SUPERSEDED SURVEY CONTROL
 BX2614
 BX2614  NAD 83(1986)-  31 04 01.61779(N)    092 23 03.81360(W) AD(       ) 2
 BX2614  NAD 27      -  31 04 00.93652(N)    092 23 03.33335(W) AD(       ) 2
 BX2614
 BX2614.Superseded values are not recommended for survey control.
 BX2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2614.See file dsdata.txt to determine how the superseded data were derived.
 BX2614
 BX2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5872937202(NAD 83)
 BX2614_MARKER: DD = SURVEY DISK
 BX2614_SETTING: 0 = UNSPECIFIED SETTING
 BX2614
 BX2614  HISTORY     - Date     Condition        Report By
 BX2614  HISTORY     - 1969     MONUMENTED       LADTD
 BX2614  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2614
 BX2614                          STATION DESCRIPTION
 BX2614
 BX2614'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2614'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2614'U.S. COAST AND GEODETIC SURVEY DISK STAMPED HARDY 1969, IS SET IN
 BX2614'THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 BX2614'GROUND.  THE MARK IS 1.8 FEET NORTHEAST OF A METAL WITNESS POST
 BX2614'AND SIGN, 26.4 FEET NORTHWEST OF A TELEGRAPH POLE, 32.5 FEET
 BX2614'NORTHEAST OF THE EAST RAIL OF THE TEXAS AND PACIFIC RAILROAD,
 BX2614'90 FEET EAST OF A TELEGRAPH POLE AND 79 FEET SOUTHWEST OF THE
 BX2614'CENTER OF U.S. HIGHWAY 71.
 BX2614'
 BX2614'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 71
 BX2614'AND U.S. HIGHWAY 167 AT MEEKER, DRIVE NORTH ALONG U.S. HIGHWAY
 BX2614'71 FOR 1.60 MILES TO THE STATION WHICH IS ON THE LEFT SIDE OF THE
 BX2614'HIGHWAY NEAR THE RAILROAD.
 BX2614'
 BX2614'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2614'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED HARDY RM 1 1969, IS
 BX2614'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BX2614'THE GROUND.  THE MARK IS 38 FEET SOUTHEAST OF A TELEGRAPH POLE,
 BX2614'37.3 FEET NORTHEAST OF THE EAST RAIL OF THE TEXAS AND PACIFIC
 BX2614'RAILROAD, 99.3 FEET NORTHWEST OF A TELEGRAPH POLE AND 75 FEET
 BX2614'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 71.
 BX2614'
 BX2614'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2614'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED HARDY RM 2 1969, IS
 BX2614'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 BX2614'GROUND.  THE MARK IS 63 FEET NORTHEAST OF A TELEGRAPH POLE, 26.4
 BX2614'FEET NORTHEAST OF THE EAST RAIL OF THE TEXAS AND PACIFIC
 BX2614'RAILROAD, 33.5 FEET SOUTHEAST OF A TELEGRAPH POLE AND 86 FEET
 BX2614'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 71.
 BX2614'
 BX2614'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2614'U.S. COAST AND GEODETIC SURVEY DISK STAMPED HARDY AZ MK 1969, IS
 BX2614'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BX2614'THE GROUND.  THE MARK IS 1.6 FEET NORTHEAST OF A METAL WITNESS
 BX2614'POST AND SIGN, 34.2 FEET NORTHEAST OF THE EAST RAIL OF THE TEXAS
 BX2614'AND PACIFIC RAILROAD, 57 FEET NORTHWEST OF THE CENTER OF A DRIVE
 BX2614'LEADING TO A COTTON GIN, 11.4 FEET SOUTHEAST OF A TELEGRAPH
 BX2614'POLE AND TELEPHONE JUNCTION BOX AND 80.4 FEET SOUTHWEST OF THE
 BX2614'CENTER OF U.S. HIGHWAY 71.
 BX2614'
 BX2614'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG
 BX2614'U.S. HIGHWAY 71 FOR 0.30 MILE TO THE MARK WHICH IS NEAR THE
 BX2614'RAILROAD IN FRONT OF A COTTON GIN.
 BX2614
 BX2614                          STATION RECOVERY (1999)
 BX2614
 BX2614'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3768 ***********************************************************************
 BJ3768  DESIGNATION -  HARE
 BJ3768  PID         -  BJ3768
 BJ3768  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3768  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3768
 BJ3768                         *CURRENT SURVEY CONTROL
 BJ3768  ___________________________________________________________________
 BJ3768* NAD 83(1992)-  30 25 58.88542(N)    091 03 26.57313(W)     ADJUSTED  
 BJ3768* NAVD 88     -        13.537  (meters)      44.41   (feet)  ADJUSTED  
 BJ3768  ___________________________________________________________________
 BJ3768  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3768  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3768  DYNAMIC HT  -          13.519 (meters)      44.35  (feet)  COMP
 BJ3768  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 BJ3768
 BJ3768  HORZ ORDER  -  SECOND
 BJ3768  VERT ORDER  -  SECOND    CLASS I
 BJ3768
 BJ3768.The horizontal coordinates were established by classical geodetic methods
 BJ3768.and adjusted by the National Geodetic Survey in January 1993..
 BJ3768
 BJ3768.The orthometric height was determined by differential leveling
 BJ3768.and adjusted by the National Geodetic Survey in February 1994..
 BJ3768
 BJ3768.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3768
 BJ3768.The geoid height was determined by GEOID03.
 BJ3768
 BJ3768.The dynamic height is computed by dividing the NAVD 88
 BJ3768.geopotential number by the normal gravity value computed on the
 BJ3768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3768.degrees latitude (g = 980.6199 gals.).
 BJ3768
 BJ3768.The modeled gravity was interpolated from observed gravity values.
 BJ3768
 BJ3768;                    North         East     Units Scale Factor Converg.
 BJ3768;SPC LA S     -   214,298.541 1,026,507.977   MT  0.99995409   +0 08 16.7
 BJ3768;SPC LA S     -   703,077.80  3,367,801.59   sFT  0.99995409   +0 08 16.7
 BJ3768;UTM  15      - 3,368,371.846   686,559.828   MT  1.00002938   +0 59 03.4
 BJ3768
 BJ3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3768!SPC LA S     -   1.00000214  x   0.99995409  =   0.99995623
 BJ3768!UTM  15      -   1.00000214  x   1.00002938  =   1.00003152
 BJ3768
 BJ3768|---------------------------------------------------------------------|
 BJ3768| PID    Reference Object                     Distance      Geod. Az  |
 BJ3768|                                                           dddmmss.s |
 BJ3768| BJ3767 HARE RM 2                             5.921 METERS 01116     |
 BJ3768| BJ4939 HARE LDH 1970 POINT A                 6.060 METERS 01925     |
 BJ3768| BJ4947 HARE LDH 1970 AZ MK                 311.085 METERS 17328     |
 BJ3768| BJ3770 17 C 002                            278.326 METERS 17829     |
 BJ3768| BJ3769 HARE RM 1                            11.330 METERS 17834     |
 BJ3768| CW1465 HARE AZ MK 2                                       3593744.1 |
 BJ3768|---------------------------------------------------------------------|
 BJ3768
 BJ3768                          SUPERSEDED SURVEY CONTROL
 BJ3768
 BJ3768  NAD 83(1986)-  30 25 58.90322(N)    091 03 26.57101(W) AD(       ) 2
 BJ3768  NAD 27      -  30 25 58.21596(N)    091 03 26.19577(W) AD(       ) 2
 BJ3768  NGVD 29 (07/19/86)   13.6    (m)           45.     (f) VERT ANG       
 BJ3768
 BJ3768.Superseded values are not recommended for survey control.
 BJ3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3768.See file dsdata.txt to determine how the superseded data were derived.
 BJ3768
 BJ3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8656068372(NAD 83)
 BJ3768_MARKER: DS = TRIANGULATION STATION DISK
 BJ3768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3768_SP_SET: CONCRETE POST
 BJ3768_STAMPING: HARE 1970
 BJ3768_MARK LOGO: LADH  
 BJ3768_PROJECTION: FLUSH
 BJ3768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3768+STABILITY: SURFACE MOTION
 BJ3768
 BJ3768  HISTORY     - Date     Condition        Report By
 BJ3768  HISTORY     - 1970     MONUMENTED       LADH
 BJ3768  HISTORY     - 1973     GOOD             NGS
 BJ3768  HISTORY     - 1983     GOOD             LADTD
 BJ3768  HISTORY     - 1987     GOOD             LA-033
 BJ3768
 BJ3768                          STATION DESCRIPTION
 BJ3768
 BJ3768'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ3768'THE STATION IS LOCATED ABOUT 8 MILES EAST OF DOWNTOWN BATON ROUGE, 7
 BJ3768'MILES SOUTHWEST OF DENHAM SPRINGS, 1.8 MILES SOUTH OF THE
 BJ3768'INTERSECTION OF U.S. HIGHWAY 190 AND SHERWOOD FOREST BLVD. AND 0.2
 BJ3768'MILE NORTH OF THE INTERSTATE 10 - SHERWOOD FOREST BLVD.
 BJ3768'INTERCHANGE, IN THE NORTHEAST QUARTER OF SECTION 49,
 BJ3768'T6S-R2E, AND ON THE PROPERTY OF THE CITY OF BATON ROUGE.
 BJ3768'
 BJ3768'TO REACH THE STATION FROM THE POST OFFICE IN DOWNTOWN BATON ROUGE,
 BJ3768'DRIVE EAST ALONG FLORIDA BLVD. FOR 7.4 MILES TO THE INTERSECTION OF
 BJ3768'U.S. HIGHWAY 190 (FLORIDA BLVD.) AND SHERWOOD FOREST BLVD., THENCE
 BJ3768'RIGHT AND SOUTH ON SHERWOOD FOREST BLVD. FOR 1.8 MILES TO THE
 BJ3768'STATION WHICH IS SET IN THE MEDIAN IN FRONT OF A NEW MOBIL OIL
 BJ3768'SERVICE STATION.
 BJ3768'
 BJ3768'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 BJ3768'SHERWOOD FOREST BLVD. FOR 0.2 MILE TO THE MARK WHICH IS SET ON THE
 BJ3768'RIGHT AND WEST OF THE ROAD IN THE NORTHWEST QUADRANT OF THE
 BJ3768'INTERSTATE 12 - SHERWOOD FOREST BLVD. INTERCHANGE.
 BJ3768'
 BJ3768'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTH ALONG SHERWOOD
 BJ3768'FOREST BLVD. FOR 0.6 MILE TO THE MARK WHICH IS SET IN THE MEDIAN
 BJ3768'NEAR A STREET LIGHT.
 BJ3768'
 BJ3768'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3768'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3768'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3768'STAMPED HARE 1970.  IT IS APPROXIMATELY 90 FEET WEST OF THE CENTER
 BJ3768'OF A PUMP ISLAND IN FRONT OF A MOBILE SERVICE STATION, 78 FEET
 BJ3768'NORTHWEST OF A POWER POLE, IN THE MEDIAN OF SHERWOOD FOREST BLVD.,
 BJ3768'29 FEET EAST OF THE SOUTH BOUND LANE AND 26 FEET WEST OF THE NORTH
 BJ3768'BOUND LANE, AND 4 FEET NORTH OF A METAL WITNESS POST.
 BJ3768'
 BJ3768'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3768'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3768'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3768'STAMPED HARE RM 1 1970.  IT IS 157 FEET SOUTH-SOUTHEAST OF A DRAIN,
 BJ3768'53 FEET WEST-SOUTHWEST OF A POWER POLE, 33 FEET
 BJ3768'SOUTH-SOUTHEAST OF A METAL WITNESS POST AT THE STATION, 30 FEET
 BJ3768'EAST-SOUTHEAST OF THE CENTER OF THE SOUTH BOUND LANE OF SHERWOOD
 BJ3768'FOREST BLVD., 26 FEET WEST-SOUTHWEST OF THE CENTER OF THE NORTH
 BJ3768'BOUND LANE OF SHERWOOD FOREST BLVD.
 BJ3768'
 BJ3768'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3768'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3768'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3768'STAMPED HARE RM 2 1970.  IT IS 102 FEET SOUTH-SOUTHEAST OF A DRAIN,
 BJ3768'99 FEET NORTHWEST OF A POWER POLE, 33 FEET EAST-SOUTHEAST OF
 BJ3768'THE CENTER OF THE SOUTH BOUND LANE OF SHERWOOD FOREST BLVD., 24 FEET
 BJ3768'NORTH OF A METAL WITNESS POST AT THE STATION AND 22 FEET
 BJ3768'WEST-SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE OF SHERWOOD
 BJ3768'FOREST BLVD.
 BJ3768'
 BJ3768'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3768'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3768'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3768'HARE AZ MK 1970.  IT IS SET IN THE NORTHWEST QUADRANT OF THE
 BJ3768'INTERSTATE 12 - SHERWOOD FOREST BLVD. INTERCHANGE, 92 FEET WEST
 BJ3768'OF THE CENTER OF THE SOUTH BOUND LANE OF SHERWOOD FOREST BLVD., 27
 BJ3768'FEET NORTH-NORTHWEST OF THE CENTER OF THE WEST BOUND LANE OF
 BJ3768'INTERSTATE 12, 14 FEET WEST OF THE NORTHWEST CORNER OF THE OVERPASS
 BJ3768'ABUTMENT AND 13 FEET WEST OF A METAL WITNESS POST.
 BJ3768'
 BJ3768'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3768'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3768'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3768'STAMPED HARE AZ MK 2 1970.  IT IS SET IN THE MEDIAN OF SHERWOOD
 BJ3768'FOREST BLVD., 40 FEET NORTH OF A POWER POLE WITH A STREET LIGHT,
 BJ3768'21 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE OF SHERWOOD
 BJ3768'FOREST BLVD., 16 FEET WEST OF THE NORTH BOUND LANE OF SHERWOOD
 BJ3768'FOREST BLVD., AND 7 FEET NORTH OF A METAL WITNESS POST.
 BJ3768'
 BJ3768'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3768
 BJ3768                          STATION RECOVERY (1973)
 BJ3768
 BJ3768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RJ)
 BJ3768'THE STATION WAS VISITED 6/19/73 AND THE STATION MARK, NO. 1, NO. 2,
 BJ3768'AZIMUTH MARK AND RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.  A NEW
 BJ3768'DESCRIPTION FOLLOWS--
 BJ3768'
 BJ3768'THE STATION IS LOCATED 7 MILES SOUTHWEST OF DENHAM SPRINGS AND 1.8
 BJ3768'MILES SOUTH OF U. S. 190, IN THE NORTHEAST QUARTER OF SECTION 49,
 BJ3768'T7S, R2E, AND ON PROPERTY OWNED BY THE CITY OF BATON ROUGE.  IT IS
 BJ3768'SET IN THE MEDIAN OF SHERWOOD FOREST BLVD. AND IS 90 FEET WEST OF
 BJ3768'THE CENTER OF A PUMP ISLAND IN FRONT OF A MOBIL OIL SERVICE STATION,
 BJ3768'78 FEET NORTHWEST OF A POWER POLE IN THE MEDIAN OF SHERWOOD
 BJ3768'FOREST BLVD., 29 FEET EAST OF THE CENTER OF THE SOUTHBOUND LANE OF
 BJ3768'SHERWOOD FOREST BLVD., 26 FEET WEST OF THE CENTER OF THE
 BJ3768'WESTBOUND LANE OF SHERWOOD FOREST BLVD., AND 4 FEET NORTH OF A
 BJ3768'METAL WITNESS POST AND SIGN.
 BJ3768'
 BJ3768'IT IS A STANDARD TRIANGULATION DISK, STAMPED HARE 1970, FLUSH WITH
 BJ3768'THE GROUND.
 BJ3768'
 BJ3768'REFERENCE MARK NO. 1 IS 37.17 FEET SOUTH OF THE STATION.  IT IS 157
 BJ3768'FEET SOUTH-SOUTHWEST OF A CATCH BASIN IN THE MEDIAN OF SHERWOOD
 BJ3768'FOREST BLVD., 53 FEET WEST-SOUTHWEST OF A POWER POLE, 30 FEET
 BJ3768'EAST-SOUTHEAST OF THE CENTER OF THE SOUTHBOUND LANE OF SHERWOOD
 BJ3768'FOREST BLVD., 26 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 BJ3768'NORTHBOUND LANE OF SHERWOOD FOREST BOULEVARD.  IT IS A STANDARD
 BJ3768'DISK, STAMPED HARE RM 1 1970, FLUSH WITH THE GROUND.
 BJ3768'
 BJ3768'REFERENCE MARK NO. 2 IS 19.42 FEET NORTHEAST OF THE STATION.  IT IS
 BJ3768'102 FEET SOUTH-SOUTHWEST OF A CATCH BASIN, 99 FEET NORTHWEST OF A
 BJ3768'POWER POLE, 33 FEET EAST-SOUTHEAST OF THE CENTER OF THE SOUTHBOUND
 BJ3768'LANE OF SHERWOOD FOREST BLVD., AND 22 FEET WEST-SOUTHWEST OF THE
 BJ3768'CENTER OF THE NORTHBOUND LANE OF SHERWOOD FOREST BLVD.  IT IS A
 BJ3768'STANDARD REFERENCE MARK DISK STAMPED HARE RM 2 1970, FLUSH WITH
 BJ3768'THE GROUND.
 BJ3768'
 BJ3768'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS SET IN THE
 BJ3768'NORTHWEST QUADRANT OF THE SHERWOOD FOREST BLVD. AND INTERSTATE 12
 BJ3768'INTERCHANGE 92 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANE ON
 BJ3768'SHERWOOD FOREST BLVD., 27 FEET NORTH-NORTHWEST OF THE CENTER OF
 BJ3768'THE WESTBOUND LANE ON INTERSTATE 12, 14 FEET WEST OF THE NORTHWEST
 BJ3768'CORNER OF THE OVERPASS, AND 13 FEET WEST OF A METAL WITNESS POST AND
 BJ3768'SIGN.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED HARE AZ. MK.
 BJ3768'1970, PROJECTING 2 INCHES.
 BJ3768'
 BJ3768'AZIMUTH MARK 2 IS 0.6 MILES NORTH OF THE STATION.  IT IS SET IN THE
 BJ3768'MEDIAN OF SHERWOOD FOREST BLVD., 40 FEET NORTH OF A POWER POLE WITH
 BJ3768'A STREET LAMP, 21 FEET EAST OF THE CENTER OF THE SOUTHBOUND LANE OF
 BJ3768'SHERWOOD FOREST BLVD., 16 FEET WEST OF THE CENTER OF THE
 BJ3768'NORTHBOUND LANE OF SHERWOOD FOREST BLVD., AND 7 FEET NORTH OF A
 BJ3768'METAL WITNESS POST AND SIGN.  IT IS A STANDARD AZIMUTH MARK DISK,
 BJ3768'STAMPED HARE AZ.  MK. 2 1970, FLUSH WITH THE GROUND.
 BJ3768'
 BJ3768'TO REACH THE STATION FROM THE U. S. HIGHWAY 61 AND INTERSTATE 12
 BJ3768'INTERCHANGE, GO EAST ALONG I-12 FOR 1.1 MILES TO THE SHERWOOD FOREST
 BJ3768'BLVD. INTERCHANGE.  GET OFF I-12 AND GO NORTH ALONG SHERWOOD FOREST
 BJ3768'BLVD. FOR 0.2 MILE TO THE STATION ON THE LEFT AND WEST OF THE
 BJ3768'STREET.
 BJ3768'
 BJ3768'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG SHERWOOD
 BJ3768'FOREST BLVD. FOR 0.2 MILE TO THE I-12 INTERCHANGE.  THE MARK IS SET
 BJ3768'ON THE RIGHT AND WEST OF THE STREET NEAR THE NORTHWEST CORNER OF THE
 BJ3768'OVERPASS ON THE WESTBOUND LANE ON I-12.
 BJ3768'
 BJ3768'TO REACH AZIMUTH MARK 2 FROM THE STATION, GO NORTH ALONG SHERWOOD
 BJ3768'FOREST BLVD. FOR 0.6 MILE.  THE MARK IS SET ON THE LEFT AND WEST OF
 BJ3768'THE STREET NEAR A POWER POLE.
 BJ3768
 BJ3768                          STATION RECOVERY (1983)
 BJ3768
 BJ3768'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3768'7.2 KM (4.5 MI) SE FROM BATON ROUGE.
 BJ3768'ABOUT 1.8 KM (1.1 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3768'US HIGHWAY 61 IN SOUTH BATON ROUGE TO THE SHERWOOD FOREST INTERCHANGE
 BJ3768'THENCE NORTH ON SHERWOOD FOREST BLVD FOR ABOUT 0.3 KM (0.2 MILE) TO
 BJ3768'THE BENCH MARK SET IN THE MEDIAN IN FRONT OF BURGER KING, 27.4 METERS
 BJ3768'(90 FEET) WEST OF THE CENTER OF A PUMP ISLAND IN FRONT OF A MOBIL OIL
 BJ3768'SERVICE STATION, 23.8 METERS (78 FEET) NORTHWEST OF A POWER POLE, 8.8
 BJ3768'METERS (29 FEET) EAST OF THE CENTER OF THE SOUTHBOUND LANE OF BLVD,
 BJ3768'7.9 METERS (26 FEET) WEST OF THE CENTER OF THE NORTHBOUND LANE OF
 BJ3768'BLVD.
 BJ3768'THE MARK IS 1.22 METERS  N FROM A WITNESS POST.
 BJ3768'THE MARK IS 0.15 M ABOVE HIGHWAY.
 BJ3768
 BJ3768                          STATION RECOVERY (1987)
 BJ3768
 BJ3768'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4947 ***********************************************************************
 BJ4947  DESIGNATION -  HARE LDH 1970 AZ MK
 BJ4947  PID         -  BJ4947
 BJ4947  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4947  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4947
 BJ4947                         *CURRENT SURVEY CONTROL
 BJ4947  ___________________________________________________________________
 BJ4947* NAD 83(1992)-  30 25 48.84906(N)    091 03 25.24643(W)     ADJUSTED  
 BJ4947* NAVD 88     -        20.2    (meters)      66.     (feet)  VERTCON   
 BJ4947  ___________________________________________________________________
 BJ4947  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ4947  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4947
 BJ4947  HORZ ORDER  -  SECOND
 BJ4947
 BJ4947.The horizontal coordinates were established by classical geodetic methods
 BJ4947.and adjusted by the National Geodetic Survey in January 1993..
 BJ4947
 BJ4947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4947
 BJ4947.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4947
 BJ4947.The geoid height was determined by GEOID03.
 BJ4947
 BJ4947;                    North         East     Units Scale Factor Converg.
 BJ4947;SPC LA S     -   213,989.578 1,026,544.123   MT  0.99995373   +0 08 17.4
 BJ4947;SPC LA S     -   702,064.14  3,367,920.18   sFT  0.99995373   +0 08 17.4
 BJ4947;UTM  15      - 3,368,063.428   686,600.537   MT  1.00002957   +0 59 03.8
 BJ4947
 BJ4947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4947!SPC LA S     -   1.00000109  x   0.99995373  =   0.99995482
 BJ4947!UTM  15      -   1.00000109  x   1.00002957  =   1.00003066
 BJ4947
 BJ4947|---------------------------------------------------------------------|
 BJ4947| PID    Reference Object                     Distance      Geod. Az  |
 BJ4947|                                                           dddmmss.s |
 BJ4947| BJ3770 17 C 002                             41.701 METERS 31741     |
 BJ4947| BJ3768 HARE                                311.085 METERS 35328     |
 BJ4947|---------------------------------------------------------------------|
 BJ4947
 BJ4947                          SUPERSEDED SURVEY CONTROL
 BJ4947
 BJ4947  NAD 83(1986)-  30 25 48.86683(N)    091 03 25.24432(W) AD(       ) 2
 BJ4947  NAD 27      -  30 25 48.17932(N)    091 03 24.86911(W) AD(       ) 2
 BJ4947  NGVD 29 (07/19/86)   20.2    (m)           66.     (f) VERT ANG       
 BJ4947
 BJ4947.Superseded values are not recommended for survey control.
 BJ4947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4947.See file dsdata.txt to determine how the superseded data were derived.
 BJ4947
 BJ4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8660168063(NAD 83)
 BJ4947_MARKER: DZ = AZIMUTH MARK DISK
 BJ4947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4947+STABILITY: SURFACE MOTION
 BJ4947
 BJ4947  HISTORY     - Date     Condition        Report By
 BJ4947  HISTORY     - 1973     MONUMENTED       LADTD
 BJ4947
 BJ4947                          STATION DESCRIPTION
 BJ4947
 BJ4947'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ4947'THE STATION IS LOCATED 7 MILES SOUTHWEST OF DENHAM SPRINGS,
 BJ4947'1.8 MILES SOUTH OF U.S. 190 AND 8 MILES EAST OF DOWNTOWN BATON
 BJ4947'ROUGE, IN THE SOUTHWEST QUARTER OF SECTION 49, T7S, R2E, AND ON
 BJ4947'THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4947'
 BJ4947'TO REACH THE STATION FROM THE U.S. HIGHWAY 61 AND INTERSTATE 12
 BJ4947'INTERCHANGE, GO EAST ALONG INTERSTATE 12 FOR 1.1 MILES TO THE
 BJ4947'SHERWOOD FOREST BLVD.  INTERCHANGE AND THE STATION, WHICH IS SET
 BJ4947'TO THE LEFT AND NORTH OF INTERSTATE 12 NEAR THE NORTHWEST CORNER
 BJ4947'OF THE OVERPASS ON THE WESTBOUND LANE OF INTERSTATE 12.
 BJ4947'
 BJ4947'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4947'AND U.S. COAST AND GEODETIC AZ. MK. DISK SET IN THE TOP OF A
 BJ4947'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 BJ4947'IS STAMPED HARE AZ. MK. 1970.  IT IS SET IN THE NORTHWEST QUADRANT
 BJ4947'OF THE SHERWOOD FOREST BLVD. AND INTERSTATE 12 INTERCHANGE, 92
 BJ4947'FEET WEST OF THE CENTER OF THE SOUTHBOUND LANE OF SHERWOOD
 BJ4947'FOREST BLVD., 27 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 BJ4947'WESTBOUND LANE OF INTERSTATE 12, 14 FEET WEST OF THE NORTHWEST
 BJ4947'CORNER OF THE OVERPASS, AND 13 FEET WEST OF A METAL WITNESS
 BJ4947'POST AND SIGN.
 BJ4947'
 BJ4947'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3769 ***********************************************************************
 BJ3769  DESIGNATION -  HARE RM 1
 BJ3769  PID         -  BJ3769
 BJ3769  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3769  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3769
 BJ3769                         *CURRENT SURVEY CONTROL
 BJ3769  ___________________________________________________________________
 BJ3769* NAD 83(1986)-  30 26 00.     (N)    091 03 27.     (W)     SCALED    
 BJ3769* NAVD 88     -        13.383  (meters)      43.91   (feet)  ADJUSTED  
 BJ3769  ___________________________________________________________________
 BJ3769  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3769  DYNAMIC HT  -          13.366 (meters)      43.85  (feet)  COMP
 BJ3769  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 BJ3769
 BJ3769  VERT ORDER  -  SECOND    CLASS I
 BJ3769
 BJ3769.The horizontal coordinates were scaled from a topographic map and have
 BJ3769.an estimated accuracy of +/- 6 seconds.
 BJ3769
 BJ3769.The orthometric height was determined by differential leveling
 BJ3769.and adjusted by the National Geodetic Survey in February 1994..
 BJ3769
 BJ3769.The geoid height was determined by GEOID03.
 BJ3769
 BJ3769.The dynamic height is computed by dividing the NAVD 88
 BJ3769.geopotential number by the normal gravity value computed on the
 BJ3769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3769.degrees latitude (g = 980.6199 gals.).
 BJ3769
 BJ3769.The modeled gravity was interpolated from observed gravity values.
 BJ3769
 BJ3769;                    North         East    Units  Estimated Accuracy
 BJ3769;SPC LA S     -   214,330.    1,026,500.      MT  (+/- 180 meters Scaled)
 BJ3769
 BJ3769                          SUPERSEDED SURVEY CONTROL
 BJ3769
 BJ3769.No superseded survey control is available for this station.
 BJ3769
 BJ3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP865684(NAD 83)
 BJ3769_MARKER: DR = REFERENCE MARK DISK
 BJ3769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3769_SP_SET: CONCRETE POST
 BJ3769_STAMPING: HARE RM 1 1970
 BJ3769_MARK LOGO: LADH  
 BJ3769_PROJECTION: FLUSH
 BJ3769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3769+STABILITY: SURFACE MOTION
 BJ3769
 BJ3769  HISTORY     - Date     Condition        Report By
 BJ3769  HISTORY     - 1970     MONUMENTED       LADH
 BJ3769  HISTORY     - 1983     GOOD             LADTD
 BJ3769  HISTORY     - 1987     GOOD             LA-033
 BJ3769
 BJ3769                          STATION DESCRIPTION
 BJ3769
 BJ3769'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3769'7.2 KM (4.5 MI) SE FROM BATON ROUGE.
 BJ3769'ABOUT 1.8 KM (1.1 MILES) EAST ON INTERSTATE 12 FROM THE JUNCTION WITH
 BJ3769'US HIGHWAY 61 IN SOUTH BATON ROUGE TO THE SHERWOOD FOREST INTERCHANGE
 BJ3769'THENCE NORTH ON SHERWOOD FOREST BLVD FOR ABOUT 0.3 KM (0.2 MILE) TO
 BJ3769'THE BENCH MARK SET IN THE MEDIAN IN FRONT OF BURGER KING, 47.9 METERS
 BJ3769'(157 FEET) SOUTH-SOUTHWEST OF A CATCH BASIN IN THE MEDIAN OF BLVD,
 BJ3769'9.1 METERS (30 FEET) EAST-SOUTHEAST OF THE CENTER OF SOUTHBOUND LANE
 BJ3769'OF BLVD, 7.9 METERS (26 FEET) WEST-SOUTHWEST OF THE CENTER OF THE
 BJ3769'NORTHBOUND LANE OF BOULEVARD.
 BJ3769'THE MARK IS 16.2 METERS  WSW FROM  POWER POLE
 BJ3769'THE MARK IS 0.15 M ABOVE HIGHWAY.
 BJ3769
 BJ3769                          STATION RECOVERY (1987)
 BJ3769
 BJ3769'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0167 ***********************************************************************
 BJ0167  DESIGNATION -  HARMANSON CAP
 BJ0167  PID         -  BJ0167
 BJ0167  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0167  USGS QUAD   -  SIMMESPORT (1969)
 BJ0167
 BJ0167                         *CURRENT SURVEY CONTROL
 BJ0167  ___________________________________________________________________
 BJ0167* NAD 83(1986)-  30 58 40.     (N)    091 47 46.     (W)     SCALED    
 BJ0167* NAVD 88     -        14.38   (+/-2cm)      47.2    (feet)  VERTCON   
 BJ0167  ___________________________________________________________________
 BJ0167  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0167
 BJ0167  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0167
 BJ0167.The horizontal coordinates were scaled from a topographic map and have
 BJ0167.an estimated accuracy of +/- 6 seconds.
 BJ0167
 BJ0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0167.The vertical order pertains to the NGVD 29 superseded value.
 BJ0167
 BJ0167.The geoid height was determined by GEOID03.
 BJ0167
 BJ0167;                    North         East    Units  Estimated Accuracy
 BJ0167;SPC LA S     -   274,750.      955,790.      MT  (+/- 180 meters Scaled)
 BJ0167
 BJ0167                          SUPERSEDED SURVEY CONTROL
 BJ0167
 BJ0167  NGVD 29 (??/??/??)   14.358  (m)           47.11   (f) ADJUSTED    1 2
 BJ0167
 BJ0167.Superseded values are not recommended for survey control.
 BJ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0167.See file dsdata.txt to determine how the superseded data were derived.
 BJ0167
 BJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ149277(NAD 83)
 BJ0167_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0167_STAMPING: P.B.M. HARMANSON 1946
 BJ0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0167+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 BJ0167
 BJ0167  HISTORY     - Date     Condition        Report By
 BJ0167  HISTORY     - 1946     MONUMENTED       DOD
 BJ0167  HISTORY     - 1966     GOOD             CGS
 BJ0167  HISTORY     - 1976     GOOD             NGS
 BJ0167  HISTORY     - 20040720 GOOD             USPSQD
 BJ0167
 BJ0167                          STATION DESCRIPTION
 BJ0167
 BJ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0167'0.85 MI SE FROM SIMMESPORT.
 BJ0167'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ0167'SIMMESPORT, THENCE 0.05 MILE SOUTHWEST ALONG STATE ROAD 417, IN
 BJ0167'SECTION 31, T 1 S, R 7 E, ABOUT 0.15 MILE SOUTHEAST OF THE SOUTHEAST
 BJ0167'END OF A COMBINATION RAILROAD AND HIGHWAY BRIDGE OVER THE ATCHAFALAYA
 BJ0167'RIVER, ABOUT 0.05 MILE SOUTHWEST OF THE JUNCTION OF THE HIGHWAY WITH
 BJ0167'STATE HIGHWAY 1 AND STATE ROAD 418, 37 1/2 FEET NORTHWEST OF THE
 BJ0167'CENTER LINE OF THE HIGHWAY 210 FEET WEST OF THE CENTER LINE OF STATE
 BJ0167'HIGHWAY 1, 48 FEET NORTH OF A TRIPLE SET OF POWER POLES, 31 FEET
 BJ0167'SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7 FEET SOUTHEAST
 BJ0167'OF A FENCE CORNER, 6 FEET SOUTHWEST OF A POWER POLE, ABOUT LEVEL WITH
 BJ0167'THE HIGHWAY, A BRASS CAP ON THE TOP OF A 5-INCH IRON PIPE WHICH
 BJ0167'PROJECTS 15 INCHES.  NOTE-- THIS CAP WAS NOT REMOVED DUE TO HEAVY
 BJ0167'RUST.
 BJ0167
 BJ0167                          STATION RECOVERY (1976)
 BJ0167
 BJ0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0167'AT SIMMESPORT, 0.05 MILE SOUTHWEST ALONG STATE HIGHWAY 417 FROM ITS
 BJ0167'JUNCTION WITH STATE HIGHWAY 418, 116 FT EAST OF THE EAST CORNER OF A
 BJ0167'CHAIN LINK FENCE AROUND A SMALL POWER LINE SUBSTATION, 38 FT NORTHWEST
 BJ0167'OF THE CENTER LINE OF THE HIGHWAY, 7 FT SOUTH OF POWER LINE POLE
 BJ0167'NUMBER L2, A 5 INCH IRON PIPE WITH A BRASS CAP, PROJECTING 2.3 FT
 BJ0167'ABOVE GROUND, (NOTE) THE PIPE IS LOOSE IN GROUND.
 BJ0167
 BJ0167                          STATION RECOVERY (2004)
 BJ0167
 BJ0167'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0167'PIPE IS LEANING SOUTH AND IS FIRM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3111 ***********************************************************************
 CQ3111  DESIGNATION -  HARMON
 CQ3111  PID         -  CQ3111
 CQ3111  STATE/COUNTY-  LA/RED RIVER
 CQ3111  USGS QUAD   -  HARMON (1980)
 CQ3111
 CQ3111                         *CURRENT SURVEY CONTROL
 CQ3111  ___________________________________________________________________
 CQ3111* NAD 83(1992)-  32 04 16.59864(N)    093 26 34.56590(W)     ADJUSTED  
 CQ3111* NAVD 88     -        43.4    (meters)     142.     (feet)  VERTCON   
 CQ3111  ___________________________________________________________________
 CQ3111  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ3111  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3111
 CQ3111  HORZ ORDER  -  FIRST
 CQ3111
 CQ3111.The horizontal coordinates were established by classical geodetic methods
 CQ3111.and adjusted by the National Geodetic Survey in January 1993..
 CQ3111
 CQ3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3111
 CQ3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3111
 CQ3111.The geoid height was determined by GEOID03.
 CQ3111
 CQ3111;                    North         East     Units Scale Factor Converg.
 CQ3111;SPC LA N     -   174,602.835   910,976.505   MT  0.99991832   -0 29 54.7
 CQ3111;SPC LA N     -   572,842.80  2,988,762.08   sFT  0.99991832   -0 29 54.7
 CQ3111;UTM  15      - 3,548,422.102   458,194.640   MT  0.99962155   -0 14 06.7
 CQ3111
 CQ3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3111!SPC LA N     -   0.99999724  x   0.99991832  =   0.99991556
 CQ3111!UTM  15      -   0.99999724  x   0.99962155  =   0.99961879
 CQ3111
 CQ3111|---------------------------------------------------------------------|
 CQ3111| PID    Reference Object                     Distance      Geod. Az  |
 CQ3111|                                                           dddmmss.s |
 CQ3111| CX5958 HARMON RM 1                          25.140 METERS 11544     |
 CQ3111| CQ3105 COUSHATTA MUNICIPAL TANK            APPROX.11.1 KM 1230344.5 |
 CQ3111| CX5959 HARMON RM 2                          27.405 METERS 22945     |
 CQ3111| CX5957 HARMON AZ MK                                       3040520.0 |
 CQ3111|---------------------------------------------------------------------|
 CQ3111
 CQ3111                          SUPERSEDED SURVEY CONTROL
 CQ3111
 CQ3111  NAD 83(1986)-  32 04 16.61132(N)    093 26 34.56078(W) AD(       ) 1
 CQ3111  NAD 27      -  32 04 16.03350(N)    093 26 33.93181(W) AD(       ) 1
 CQ3111  NGVD 29 (07/19/86)   43.5    (m)          143.     (f) VERT ANG       
 CQ3111
 CQ3111.Superseded values are not recommended for survey control.
 CQ3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3111.See file dsdata.txt to determine how the superseded data were derived.
 CQ3111
 CQ3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5819548422(NAD 83)
 CQ3111_MARKER: DS = TRIANGULATION STATION DISK
 CQ3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3111
 CQ3111  HISTORY     - Date     Condition        Report By
 CQ3111  HISTORY     - 1969     MONUMENTED       CGS
 CQ3111  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ3111
 CQ3111                          STATION DESCRIPTION
 CQ3111
 CQ3111'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3111'THE STATION IS LOCATED ABOUT 6-3/4 MILES NORTHWEST OF COUSHATTA,
 CQ3111'0.8 MILE NORTHWEST OF HARMON AND ON PROPERTY OWNED BY MR. WYCHE
 CQ3111'COLEMAN.
 CQ3111'
 CQ3111'TO REACH THE STATION FROM THE POST OFFICE IN HARMON, GO NORTHWEST
 CQ3111'ON STATE HIGHWAY 1 FOR 0.8 MILE TO A GRAVELED DRIVEWAY LEFT.  TURN
 CQ3111'LEFT AND GO SOUTH-SOUTHWEST ON GRAVELED DRIVEWAY CROSSING RAILROAD
 CQ3111'TRACKS FOR ABOUT 135 FEET TO STATION ON THE LEFT.
 CQ3111'
 CQ3111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 CQ3111'GRAVELED DRIVEWAY ABOUT 135 FEET CROSSING RAILROAD TRACKS TO
 CQ3111'STATE HIGHWAY 1.  TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 1
 CQ3111'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CQ3111'
 CQ3111'THE STATION IS A STANDARD DISK, STAMPED HARMON 1969, SET IN THE
 CQ3111'TOP OF A CIRCULAR CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 CQ3111'OF THE GROUND.  IT IS 65 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 CQ3111'RAILROAD TRACKS, 53 FEET WEST OF A TELEGRAPH POLE, 39 FEET NORTH
 CQ3111'OF A GRAVELED DRIVEWAY AND 18.5 FEET SOUTHWEST OF A FENCE LINE.
 CQ3111'
 CQ3111'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARMON NO 1 1969,
 CQ3111'SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT THAT IS FLUSH
 CQ3111'WITH THE GROUND.  IT IS 111 FEET WEST OF A TELEGRAPH POLE, 87 FEET
 CQ3111'NORTHEAST OF THE GRAVELED DRIVEWAY, 64 FEET SOUTH-SOUTHWEST OF
 CQ3111'THE SOUTHWEST RAIL OF RAILROAD TRACKS AND 34 FEET SOUTHEAST OF A
 CQ3111'TELEGRAPH POLE.
 CQ3111'
 CQ3111'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARMON NO 2 1969,
 CQ3111'SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT THAT IS FLUSH
 CQ3111'WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET NORTH OF THE NORTH
 CQ3111'POST OF A WIRE GATE, 46 FEET SOUTHWEST OF THE CENTER OF THE
 CQ3111'GRAVELED DRIVEWAY AND 0.6 FOOT EAST OF A FENCE LINE.
 CQ3111'
 CQ3111'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HARMON 1969,
 CQ3111'CEMENTED IN A DRILLED HOLE IN THE TOP OF A CONCRETE CULVERT
 CQ3111'HEADWALL ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  IT IS 55
 CQ3111'FEET SOUTH-SOUTHWEST OF A FENCE LINE, 27.8 FEET NORTHEAST OF THE
 CQ3111'CENTERLINE OF STATE HIGHWAY 1 AND 3 FEET WEST-SOUTHWEST OF A
 CQ3111'METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3111'
 CQ3111'THE BENCH MARK IS A STANDARD USC AND GS BENCH MARK DISK, STAMPED
 CQ3111'L 261 1969, SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT THAT
 CQ3111'PROJECTS 10 INCHES.  IT IS 112 FEET SOUTHEAST OF A POWERLINE POLE,
 CQ3111'69.5 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 1, 1.5
 CQ3111'FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 CQ3111'1 FOOT SOUTH-SOUTHWEST OF A FENCE LINE.
 CQ3111'
 CQ3111'HEIGHT OF LIGHT ABOVE STATION MARK 30.49 METERS.
 CQ3111
 CQ3111                          STATION RECOVERY (1997)
 CQ3111
 CQ3111'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1503 ***********************************************************************
 CQ1503  DESIGNATION -  HARMON 2 BOLT
 CQ1503  PID         -  CQ1503
 CQ1503  STATE/COUNTY-  LA/RED RIVER
 CQ1503  USGS QUAD   -  HARMON (1980)
 CQ1503
 CQ1503                         *CURRENT SURVEY CONTROL
 CQ1503  ___________________________________________________________________
 CQ1503* NAD 83(1986)-  32 03 59.     (N)    093 25 54.     (W)     SCALED    
 CQ1503* NAVD 88     -        41.10   (+/-2cm)     134.8    (feet)  VERTCON   
 CQ1503  ___________________________________________________________________
 CQ1503  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1503
 CQ1503  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1503
 CQ1503.The horizontal coordinates were scaled from a topographic map and have
 CQ1503.an estimated accuracy of +/- 6 seconds.
 CQ1503
 CQ1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1503.The vertical order pertains to the NGVD 29 superseded value.
 CQ1503
 CQ1503.The geoid height was determined by GEOID03.
 CQ1503
 CQ1503;                    North         East    Units  Estimated Accuracy
 CQ1503;SPC LA N     -   174,050.      912,040.      MT  (+/- 180 meters Scaled)
 CQ1503
 CQ1503                          SUPERSEDED SURVEY CONTROL
 CQ1503
 CQ1503  NGVD 29 (??/??/??)   41.158  (m)          135.03   (f) ADJUSTED    1 1
 CQ1503
 CQ1503.Superseded values are not recommended for survey control.
 CQ1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1503.See file dsdata.txt to determine how the superseded data were derived.
 CQ1503
 CQ1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR592478(NAD 83)
 CQ1503_MARKER: B = BOLT
 CQ1503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1503
 CQ1503  HISTORY     - Date     Condition        Report By
 CQ1503  HISTORY     - UNK      MONUMENTED       DOD
 CQ1503  HISTORY     - 1969     GOOD             CGS
 CQ1503  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1503
 CQ1503                          STATION DESCRIPTION
 CQ1503
 CQ1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1503'7.65 MI NW FROM COUSHATTA.
 CQ1503'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1503'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 5.15 MILES NORTHWEST
 CQ1503'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, 57 YARDS SOUTH AND ACROSS
 CQ1503'THE HIGHWAY FROM THE POST OFFICE AT HARMON, 103 YARDS NORTHWEST OF A
 CQ1503'CROSSING OF THE TEXAS AND PACIFIC RAILROAD AND A ROAD, 91 1/2 FEET
 CQ1503'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTHWEST OF THE
 CQ1503'SOUTHWEST RAIL, 47 1/2 FEET NORTHEAST OF THE NORTH CORNER OF A METAL
 CQ1503'BUILDING, 30 FEET NORTHEAST OF TELEPHONE POLE NUMBER 9906, A COPPER
 CQ1503'BOLT IN THE TOP OF A STONE ABOUT 4 FEET BELOW THE SURFACE OF THE
 CQ1503'GROUND, AT THE BASE OF A 4-FOOT BY 3-INCH IRON PIPE THAT IS SET
 CQ1503'VERTICALLY OVER THE COPPER BOLT AND PROJECTS 2 INCHES ABOVE THE
 CQ1503'SURFACE OF THE GROUND.  SECTION 31, T 13N, R 10W.
 CQ1503
 CQ1503                          STATION RECOVERY (1977)
 CQ1503
 CQ1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1503'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1135 ***********************************************************************
 CP1135  DESIGNATION -  HARMON BOLT
 CP1135  PID         -  CP1135
 CP1135  STATE/COUNTY-  LA/EAST CARROLL
 CP1135  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1135
 CP1135                         *CURRENT SURVEY CONTROL
 CP1135  ___________________________________________________________________
 CP1135* NAD 83(1986)-  32 48 36.     (N)    091 09 56.     (W)     SCALED    
 CP1135* NAVD 88     -        30.07   (+/-2cm)      98.7    (feet)  VERTCON   
 CP1135  ___________________________________________________________________
 CP1135  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1135
 CP1135  VERT ORDER  -  ? (See Below)
 CP1135
 CP1135.The horizontal coordinates were scaled from a topographic map and have
 CP1135.an estimated accuracy of +/- 6 seconds.
 CP1135
 CP1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1135.The vertical order pertains to the NGVD 29 superseded value.
 CP1135
 CP1135.The geoid height was determined by GEOID03.
 CP1135
 CP1135;                    North         East    Units  Estimated Accuracy
 CP1135;SPC LA N     -   256,900.    1,124,980.      MT  (+/- 180 meters Scaled)
 CP1135
 CP1135                          SUPERSEDED SURVEY CONTROL
 CP1135
 CP1135  NGVD 29 (??/??/92)   30.127  (m)           98.84   (f) ADJ UNCH    ?  
 CP1135
 CP1135.Superseded values are not recommended for survey control.
 CP1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1135.See file dsdata.txt to determine how the superseded data were derived.
 CP1135
 CP1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS717317(NAD 83)
 CP1135_MARKER: B = BOLT
 CP1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1135_SP_SET: STONE
 CP1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1135+STABILITY: SURFACE MOTION
 CP1135
 CP1135  HISTORY     - Date     Condition        Report By
 CP1135  HISTORY     - UNK      MONUMENTED       DOD
 CP1135  HISTORY     - 1934     GOOD             DOD
 CP1135
 CP1135                          STATION DESCRIPTION
 CP1135
 CP1135'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1135'IN LAKE PROVIDENCE.
 CP1135'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1135'OF THE MISS. RIVER, EAST CARROL PARISH, LA.  IN THE UPPER PART OF LAKE
 CP1135'PROVIDENCE.  ABOUT 1970 FT. ABOVE LAKE STREET, THE PRINCIPAL ST. OF
 CP1135'THE TOWN.  1640 FT. ABOVE PROMINENT RIGHT ANGLE IN LEVEE.  427 FT.
 CP1135'ABOVE STREET ON WHICH A COTTON GIN IS LOCATED.  DIRECTLY BACK OF UPPER
 CP1135'WAREHOUSE OF LAKE PROVIDENCE.  ABOUT 1380 FT. FROM RIVER BANK AND 427
 CP1135'FT. BACK OF CENTERLINE OF LEVEE.  ON THE LOWER SIDE OF SIDE STREET. 98
 CP1135'FT. WEST OF WEST SIDE OF MAIN TRAVELED STREET LEADING FROM TOWN UP THE
 CP1135'RIVER.  ON THE LINE WITH DIVISION FENCE BETWEEN PROPERTIES OF
 CP1135'JOSEPHINE FITZGERALD AND ANNIE OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1134 ***********************************************************************
 CP1134  DESIGNATION -  HARMON CAP
 CP1134  PID         -  CP1134
 CP1134  STATE/COUNTY-  LA/EAST CARROLL
 CP1134  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1134
 CP1134                         *CURRENT SURVEY CONTROL
 CP1134  ___________________________________________________________________
 CP1134* NAD 83(1986)-  32 48 36.     (N)    091 09 56.     (W)     SCALED    
 CP1134* NAVD 88     -        31.29   (+/-2cm)     102.7    (feet)  VERTCON   
 CP1134  ___________________________________________________________________
 CP1134  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP1134
 CP1134  VERT ORDER  -  ? (See Below)
 CP1134
 CP1134.The horizontal coordinates were scaled from a topographic map and have
 CP1134.an estimated accuracy of +/- 6 seconds.
 CP1134
 CP1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1134.The vertical order pertains to the NGVD 29 superseded value.
 CP1134
 CP1134.The geoid height was determined by GEOID03.
 CP1134
 CP1134;                    North         East    Units  Estimated Accuracy
 CP1134;SPC LA N     -   256,900.    1,124,980.      MT  (+/- 180 meters Scaled)
 CP1134
 CP1134                          SUPERSEDED SURVEY CONTROL
 CP1134
 CP1134  NGVD 29 (??/??/92)   31.340  (m)          102.82   (f) ADJ UNCH    ?  
 CP1134
 CP1134.Superseded values are not recommended for survey control.
 CP1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1134.See file dsdata.txt to determine how the superseded data were derived.
 CP1134
 CP1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS717317(NAD 83)
 CP1134_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1134_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1134_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1134
 CP1134  HISTORY     - Date     Condition        Report By
 CP1134  HISTORY     - UNK      MONUMENTED       DOD
 CP1134  HISTORY     - 1934     GOOD             DOD
 CP1134
 CP1134                          STATION DESCRIPTION
 CP1134
 CP1134'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1134'IN LAKE PROVIDENCE.
 CP1134'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1134'OF THE MISS. RIVER, EAST CARROL PARISH, LA.  IN THE UPPER PART OF LAKE
 CP1134'PROVIDENCE.  ABOUT 1970 FT. ABOVE LAKE STREET, THE PRINCIPAL ST. OF
 CP1134'THE TOWN.  1640 FT. ABOVE PROMINENT RIGHT ANGLE IN LEVEE.  427 FT.
 CP1134'ABOVE STREET ON WHICH A COTTON GIN IS LOCATED.  DIRECTLY BACK OF UPPER
 CP1134'WAREHOUSE OF LAKE PROVIDENCE.  ABOUT 1380 FT. FROM RIVER BANK AND 427
 CP1134'FT. BACK OF CENTERLINE OF LEVEE.  ON THE LOWER SIDE OF SIDE STREET. 98
 CP1134'FT. WEST OF WEST SIDE OF MAIN TRAVELED STREET LEADING FROM TOWN UP THE
 CP1134'RIVER.  ON THE LINE WITH DIVISION FENCE BETWEEN PROPERTIES OF
 CP1134'JOSEPHINE FITZGERALD AND ANNIE OWENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2606 ***********************************************************************
 BJ2606  DESIGNATION -  HARMON=A BOLT
 BJ2606  PID         -  BJ2606
 BJ2606  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2606  USGS QUAD   -  INNIS (1994)
 BJ2606
 BJ2606                         *CURRENT SURVEY CONTROL
 BJ2606  ___________________________________________________________________
 BJ2606* NAD 83(1986)-  30 57 22.     (N)    091 39 58.     (W)     SCALED    
 BJ2606* NAVD 88     -        12.26   (+/-2cm)      40.2    (feet)  VERTCON   
 BJ2606  ___________________________________________________________________
 BJ2606  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2606
 BJ2606  VERT ORDER  -  ? (See Below)
 BJ2606
 BJ2606.The horizontal coordinates were scaled from a topographic map and have
 BJ2606.an estimated accuracy of +/- 6 seconds.
 BJ2606
 BJ2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2606.The vertical order pertains to the NGVD 29 superseded value.
 BJ2606
 BJ2606.The geoid height was determined by GEOID03.
 BJ2606
 BJ2606;                    North         East    Units  Estimated Accuracy
 BJ2606;SPC LA S     -   272,310.      968,200.      MT  (+/- 180 meters Scaled)
 BJ2606
 BJ2606                          SUPERSEDED SURVEY CONTROL
 BJ2606
 BJ2606  NGVD 29 (??/??/??)   12.245  (m)           40.17   (f) ADJUSTED    ?  
 BJ2606
 BJ2606.Superseded values are not recommended for survey control.
 BJ2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2606.See file dsdata.txt to determine how the superseded data were derived.
 BJ2606
 BJ2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ274255(NAD 83)
 BJ2606_MARKER: B = BOLT
 BJ2606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2606
 BJ2606  HISTORY     - Date     Condition        Report By
 BJ2606  HISTORY     - UNK      MONUMENTED       DOD
 BJ2606  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2606
 BJ2606                          STATION DESCRIPTION
 BJ2606
 BJ2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2606'2.7 MI SE FROM TORRAS.
 BJ2606'2.7 MILES SE ALONG STATE HIGHWAY 49 FROM TORRAS, POINTE COUPEE PARISH,
 BJ2606'313 FEET LANDSIDE OF LEVEE STATION 367+70, BACK OF RED RIVER LANDING,
 BJ2606'ON THE M.F. RODECH PROPERTY, 1,300 FEET BACK FROM THE MISS. RIVER
 BJ2606'BANK, 325 FEET BACK FROM THE LEVEE, ON A SMALL RIDGE AT A FENCE ANGLE,
 BJ2606'295 FEET BACK FROM THE JUNCTION OF A ROAD AND THE HIGHWAY, 50 FEET E
 BJ2606'OF THE LA. AND ARK.  RAILWAY SPUR TRACK, AND 40 FEET SOUTH OF A SWITCH
 BJ2606'STAND.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER
 BJ2606'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BJ2606'ENGINEERS, STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2607 ***********************************************************************
 BJ2607  DESIGNATION -  HARMON=A CAP
 BJ2607  PID         -  BJ2607
 BJ2607  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2607  USGS QUAD   -  INNIS (1994)
 BJ2607
 BJ2607                         *CURRENT SURVEY CONTROL
 BJ2607  ___________________________________________________________________
 BJ2607* NAD 83(1986)-  30 57 24.     (N)    091 39 58.     (W)     SCALED    
 BJ2607* NAVD 88     -        13.328  (meters)      43.73   (feet)  ADJUSTED  
 BJ2607  ___________________________________________________________________
 BJ2607  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2607  DYNAMIC HT  -          13.311 (meters)      43.67  (feet)  COMP
 BJ2607  MODELED GRAV-     979,384.5   (mgal)                       NAVD 88
 BJ2607
 BJ2607  VERT ORDER  -  FIRST     CLASS I
 BJ2607
 BJ2607.The horizontal coordinates were scaled from a topographic map and have
 BJ2607.an estimated accuracy of +/- 6 seconds.
 BJ2607
 BJ2607.The orthometric height was determined by differential leveling
 BJ2607.and adjusted by the National Geodetic Survey in February 1994..
 BJ2607
 BJ2607.The geoid height was determined by GEOID03.
 BJ2607
 BJ2607.The dynamic height is computed by dividing the NAVD 88
 BJ2607.geopotential number by the normal gravity value computed on the
 BJ2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2607.degrees latitude (g = 980.6199 gals.).
 BJ2607
 BJ2607.The modeled gravity was interpolated from observed gravity values.
 BJ2607
 BJ2607;                    North         East    Units  Estimated Accuracy
 BJ2607;SPC LA S     -   272,370.      968,200.      MT  (+/- 180 meters Scaled)
 BJ2607
 BJ2607                          SUPERSEDED SURVEY CONTROL
 BJ2607
 BJ2607  NAVD 88 (06/15/91)   13.355  (m)           43.82   (f) UNKNOWN     1 1
 BJ2607  NGVD 29 (??/??/??)   13.311  (m)           43.67   (f) ADJUSTED    1 1
 BJ2607
 BJ2607.Superseded values are not recommended for survey control.
 BJ2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2607.See file dsdata.txt to determine how the superseded data were derived.
 BJ2607
 BJ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ274255(NAD 83)
 BJ2607_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2607_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2607_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2607
 BJ2607  HISTORY     - Date     Condition        Report By
 BJ2607  HISTORY     - UNK      MONUMENTED       DOD
 BJ2607  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2607  HISTORY     - 1976     GOOD             NGS
 BJ2607
 BJ2607                          STATION DESCRIPTION
 BJ2607
 BJ2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2607'2.7 MI SE FROM TORRAS.
 BJ2607'2.7 MILES SE ALONG STATE HIGHWAY 49 FROM TORRAS, POINTE COUPEE PARISH,
 BJ2607'313 FEET LANDSIDE OF LEVEE STATION 367+70, BACK OF RED RIVER LANDING,
 BJ2607'ON THE M.F. RODECH PROPERTY, 1,300 FEET BACK FROM THE MISS. RIVER
 BJ2607'BANK, 325 FEET BACK FROM THE LEVEE, ON A SMALL RIDGE AT A FENCE ANGLE,
 BJ2607'295 FEET BACK FROM THE JUNCTION OF A ROAD AND THE HIGHWAY, 50 FEET E
 BJ2607'OF THE LA. AND ARK.  RAILWAY SPUR TRACK, AND 40 FEET SOUTH OF A SWITCH
 BJ2607'STAND.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, STANDARD DISK.
 BJ2607
 BJ2607                          STATION RECOVERY (1976)
 BJ2607
 BJ2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ2607'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM TORRAS, POINTE
 BJ2607'COUPEE PARISH, 313 FT LANDSIDE OF LEVEE STATION 367+70 , BACK OF
 BJ2607'RED RIVER LANDING, ON THE M.F. RODECH PROPERTY, 1,300 FT BACK FROM
 BJ2607'THE MISSISSIPPI RIVER BANK, 325 FT BACK FROM THE LEVEE, ON A SMALL
 BJ2607'RIDGE AT A FENCE ANGLE, 295 FT BACK FROM THE JUNCTION OF A ROAD
 BJ2607'AND THE HIGHWAY, 50 FT EAST OF THE LA AND ARK RAILWAY SPUR TRACK,
 BJ2607'40 FT SOUTH OF A SWITCH STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3114 ***********************************************************************
 CP3114  DESIGNATION -  HARP
 CP3114  PID         -  CP3114
 CP3114  STATE/COUNTY-  LA/MOREHOUSE
 CP3114  USGS QUAD   -  BONITA (1988)
 CP3114
 CP3114                         *CURRENT SURVEY CONTROL
 CP3114  ___________________________________________________________________
 CP3114* NAD 83(1992)-  32 53 52.37833(N)    091 42 23.80407(W)     ADJUSTED  
 CP3114* NAVD 88     -        31.2    (meters)     102.     (feet)  VERTCON   
 CP3114  ___________________________________________________________________
 CP3114  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CP3114  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3114
 CP3114  HORZ ORDER  -  FIRST
 CP3114
 CP3114.The horizontal coordinates were established by classical geodetic methods
 CP3114.and adjusted by the National Geodetic Survey in September 1999..
 CP3114
 CP3114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3114
 CP3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3114
 CP3114.The geoid height was determined by GEOID03.
 CP3114
 CP3114;                    North         East     Units Scale Factor Converg.
 CP3114;SPC LA N     -   266,151.415 1,074,233.788   MT  1.00006090   +0 25 10.1
 CP3114;SPC LA N     -   873,198.43  3,524,382.02   sFT  1.00006090   +0 25 10.1
 CP3114;UTM  15      - 3,640,707.972   620,966.133   MT  0.99978042   +0 42 09.3
 CP3114
 CP3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3114!SPC LA N     -   0.99999917  x   1.00006090  =   1.00006007
 CP3114!UTM  15      -   0.99999917  x   0.99978042  =   0.99977959
 CP3114
 CP3114:                Primary Azimuth Mark                     Grid Az
 CP3114:SPC LA N     -  HARP AZ MK                               037 42 43.8
 CP3114:UTM  15      -  HARP AZ MK                               037 25 44.6
 CP3114
 CP3114|---------------------------------------------------------------------|
 CP3114| PID    Reference Object                     Distance      Geod. Az  |
 CP3114|                                                           dddmmss.s |
 CP3114| CY3737 HARP AZ MK                                         0380753.9 |
 CP3114| CY3738 HARP RM 1                            39.661 METERS 22550     |
 CP3114| CY3739 HARP RM 2                            31.678 METERS 35552     |
 CP3114|---------------------------------------------------------------------|
 CP3114
 CP3114                          SUPERSEDED SURVEY CONTROL
 CP3114
 CP3114  NAD 83(1992)-  32 53 52.38037(N)    091 42 23.80254(W) AD(       ) 1
 CP3114  NAD 83(1986)-  32 53 52.39124(N)    091 42 23.79712(W) AD(       ) 1
 CP3114  NAD 27      -  32 53 51.92316(N)    091 42 23.35069(W) AD(       ) 1
 CP3114  NGVD 29 (07/19/86)   31.3    (m)          103.     (f) VERT ANG       
 CP3114
 CP3114.Superseded values are not recommended for survey control.
 CP3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3114.See file dsdata.txt to determine how the superseded data were derived.
 CP3114
 CP3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2096640708(NAD 83)
 CP3114_MARKER: DS = TRIANGULATION STATION DISK
 CP3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3114
 CP3114  HISTORY     - Date     Condition        Report By
 CP3114  HISTORY     - 1970     MONUMENTED       NGS
 CP3114
 CP3114                          STATION DESCRIPTION
 CP3114
 CP3114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3114'THE STATION IS ABOUT 9.5 MILES NORTHEAST OF MER ROUGE, 2.5
 CP3114'MILES SOUTHWEST OF BONITA, IN THE NORTHWEST 1/4 OF SECTION 13,
 CP3114'T22N, R7E, AND ON LAND OWNED BY MR. CECIL HARP, BONITA,
 CP3114'LOUISIANA.  TELEPHONE NUMBER 823-4610.
 CP3114'
 CP3114'TO REACH THE STATION FROM THE POST OFFICE IN MER ROUGE, GO
 CP3114'NORTHERLY ON U.S. HIGHWAY 165 FOR 10.2 MILES TO THE DRIVEWAY
 CP3114'LEADING TO MR. CECIL HARP HOUSE AND THE STATION ON THE RIGHT.
 CP3114'
 CP3114'STATION MARKS ARE STANDARD DISKS STAMPED HARP 1970.  THE
 CP3114'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3114'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 210 FEET
 CP3114'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 165, 76.5 FEET WEST OF
 CP3114'A 30-INCH PECAN TREE AND 50 FEET EAST OF THE DRIVEWAY.  THE
 CP3114'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3114'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3114'
 CP3114'REFERENCE MARK 1, A STANDARD DISK STAMPED HARP NO 1 1970, IS
 CP3114'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3114'IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET WEST OF A
 CP3114'40-INCH PECAN TREE, 23 FEET NORTHWEST OF THE DRIVEWAY AND 4.5
 CP3114'FEET NORTH OF A 11-INCH PINE TREE.
 CP3114'
 CP3114'REFERENCE MARK 2, A STANDARD DISK STAMPED HARP NO 2 1970, IS
 CP3114'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3114'IS FLUSH WITH THE GROUND SURFACE.  IT IS 144 FEET
 CP3114'NORTH-NORTHWEST OF THE 30-INCH PECAN TREE AND 6 FEET WEST OF
 CP3114'THE SOUTHEAST CORNER OF A SHED.
 CP3114'
 CP3114'THE AZIMUTH MARK, A STANDARD DISK STAMPED HARP 1970, IS SET IN
 CP3114'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3114'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET
 CP3114'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 165, 3.4 FEET
 CP3114'NORTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTH OF A
 CP3114'POWERLINE POLE.
 CP3114'
 CP3114'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY LEADING TO
 CP3114'MR. CECIL HARP HOUSE, GO NORTHERLY ON U.S. HIGHWAY 165 FOR 0.25
 CP3114'MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP3114'
 CP3114'NO MEASUREMENT BETWEEN THE RMS DUE TO SHED IN LINE.
 CP3114'
 CP3114'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3246 ***********************************************************************
 CQ3246  DESIGNATION -  HARPER
 CQ3246  PID         -  CQ3246
 CQ3246  STATE/COUNTY-  LA/BOSSIER
 CQ3246  USGS QUAD   -  EASTWOOD (1975)
 CQ3246
 CQ3246                         *CURRENT SURVEY CONTROL
 CQ3246  ___________________________________________________________________
 CQ3246* NAD 83(1992)-  32 33 20.72923(N)    093 37 17.88604(W)     ADJUSTED  
 CQ3246* NAVD 88     -        66.54   (+/-2cm)     218.3    (feet)  VERTCON   
 CQ3246  ___________________________________________________________________
 CQ3246  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CQ3246  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3246
 CQ3246  HORZ ORDER  -  FIRST
 CQ3246  VERT ORDER  -  THIRD ? (See Below)
 CQ3246
 CQ3246.The horizontal coordinates were established by classical geodetic methods
 CQ3246.and adjusted by the National Geodetic Survey in January 1993..
 CQ3246
 CQ3246.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3246.The vertical order pertains to the NGVD 29 superseded value.
 CQ3246
 CQ3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3246
 CQ3246.The geoid height was determined by GEOID03.
 CQ3246
 CQ3246;                    North         East     Units Scale Factor Converg.
 CQ3246;SPC LA N     -   228,482.709   894,661.810   MT  0.99997659   -0 35 34.8
 CQ3246;SPC LA N     -   749,613.69  2,935,236.29   sFT  0.99997659   -0 35 34.8
 CQ3246;UTM  15      - 3,602,210.366   441,639.696   MT  0.99964200   -0 20 04.3
 CQ3246
 CQ3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3246!SPC LA N     -   0.99999365  x   0.99997659  =   0.99997024
 CQ3246!UTM  15      -   0.99999365  x   0.99964200  =   0.99963566
 CQ3246
 CQ3246|---------------------------------------------------------------------|
 CQ3246| PID    Reference Object                     Distance      Geod. Az  |
 CQ3246|                                                           dddmmss.s |
 CQ3246| CX5960 HARPER RM 1                          57.760 METERS 02004     |
 CQ3246| CQ3262 HARPER RM 2                          99.078 METERS 08716     |
 CQ3246| CQ3243 REED                                APPROX. 8.6 KM 0901713.8 |
 CQ3246|---------------------------------------------------------------------|
 CQ3246
 CQ3246                          SUPERSEDED SURVEY CONTROL
 CQ3246
 CQ3246  NAD 83(1986)-  32 33 20.74195(N)    093 37 17.87639(W) AD(       ) 1
 CQ3246  NAD 27      -  32 33 20.20300(N)    093 37 17.24300(W) AD(       ) 1
 CQ3246  NGVD 29 (07/19/86)   66.61   (m)          218.5    (f) LEVELING    3  
 CQ3246
 CQ3246.Superseded values are not recommended for survey control.
 CQ3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3246.See file dsdata.txt to determine how the superseded data were derived.
 CQ3246
 CQ3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4164002210(NAD 83)
 CQ3246_MARKER: DS = TRIANGULATION STATION DISK
 CQ3246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3246
 CQ3246  HISTORY     - Date     Condition        Report By
 CQ3246  HISTORY     - 1931     MONUMENTED       CGS
 CQ3246  HISTORY     - 1935     GOOD             LAGS
 CQ3246  HISTORY     - 1960     GOOD             CGS
 CQ3246  HISTORY     - 20020511 MARK NOT FOUND   USPS
 CQ3246
 CQ3246                          STATION DESCRIPTION
 CQ3246
 CQ3246'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ3246'STATION IS ABOUT 7 MILES AIR LINE, N OF E OF SHREVEPORT, ON LAND
 CQ3246'OWNED BY DR. G.A. HARPER, MEDICAL ARTS BUILDING, SHREVEPORT.
 CQ3246'IT IS 36 METERS (118 FEET) S OF CENTER LINE OF U.S. ROUTE 80,
 CQ3246'7 METERS (23 FEET) N OF AN OLD HIGHWAY, AND 54.5 METERS (179
 CQ3246'FEET) W OF PIKES PEAK FILLING STATION.
 CQ3246'
 CQ3246'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3246'DISKS SET IN CONCRETE.
 CQ3246'
 CQ3246'REFERENCE MARK NO. 1 IS 12 METERS (39 FEET) N OF CENTER LINE
 CQ3246'OF U.S. ROUTE 80, 1 FOOT N OF E-AND-W FENCE LINE, 33 METERS
 CQ3246'(108 FEET) NW OF PIKES PEAK FILLING STATION, AND 57.76 METERS
 CQ3246'(189.5 FEET) FROM STATION N 20 DEG 04 MIN E.
 CQ3246'
 CQ3246'REFERENCE MARK NO. 2 IS IN THE NW CORNER OF SMALL FIELD, 6
 CQ3246'METERS (20 FEET) N OF GATE, 44 METERS (144 FEET) SE OF SE
 CQ3246'CORNER OF PIKES PEAK FILLING STATION, AND 100 METERS (328
 CQ3246'FEET) FROM STATION N 87 DEG 16 MIN 08 SEC E.
 CQ3246'
 CQ3246'TO REACH FROM SHREVEPORT, GO 8 MILES E ON U.S. ROUTE 80.
 CQ3246
 CQ3246                          STATION RECOVERY (1935)
 CQ3246
 CQ3246'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3246'THE STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 CQ3246'CONCRETE, AND UPON BEING RECOVERED WERE FOUND TO BE IN GOOD
 CQ3246'CONDITION. ORIGINAL DESCRIPTION AS FURNISHED FROM YOUR OFFICE IS
 CQ3246'GOOD.  THE STATION IS ABOUT 7 MILES AIR LINE NE OF
 CQ3246'SHREVEPORT AND 8 MILES E ON U.S. HIGHWAY 80 FROM
 CQ3246'SHREVEPORT.  IT IS 117 FEET S OF CENTER LINE OF HIGHWAY
 CQ3246'80, IT IS ALSO 23 FEET N OF CENTER LINE OF OLD HIGHWAY
 CQ3246'80, IT IS ALSO 177.3 FEET W OF PIKES PEAK FILLING
 CQ3246'STATION, AND IS ON LAND OWNED BY DR. G.A.  HARPER, MEDICAL ARTS
 CQ3246'BUILDING, SHREVEPORT, LOUISIANA.
 CQ3246'
 CQ3246'REFERENCE MARK NO. 1 IS 187.7 FEET NE OF STATION, 39 FEET N
 CQ3246'OF CENTER LINE OF HIGHWAY 80, 3 FEET N OF E-AND-W FENCE,
 CQ3246'IT IS ALSO 107.5 FEET NW OF PIKES PEAK FILLING STATION.
 CQ3246'
 CQ3246'REFERENCE MARK NO. 2 IS 325 FEET E OF THE STATION IN NW CORNER
 CQ3246'OF SMALL FIELD 19 FEET N OF A GATE, IT IS ALSO 143 FEET SE
 CQ3246'OF SE CORNER OF PIKES PEAK FILLING STATION.
 CQ3246
 CQ3246                          STATION RECOVERY (1960)
 CQ3246
 CQ3246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3246'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE STATION
 CQ3246'MARK AND REFERENCE MARK NO. 1 WERE DESTROYED WHEN A 4-LANE
 CQ3246'HIGHWAY WAS CONSTRUCTED.  REFERENCE MARK NO. 2 WAS RECOVERED
 CQ3246'AND FOUND TO BE IN GOOD CONDITION.  A TRIANGULATION STATION
 CQ3246'HARPER 2 WAS ESTABLISHED IN A CULTIVATED FIELD NORTHEAST OF THE
 CQ3246'ORIGINAL HARPER AND REFERENCE MARK NO. 2 WAS USED AS A REFERENCE
 CQ3246'MARK FOR HARPER 2.
 CQ3246
 CQ3246                          STATION RECOVERY (2002)
 CQ3246
 CQ3246'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ3246'RM 1 AND RM2 NOT FOUND ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3247 ***********************************************************************
 CQ3247  DESIGNATION -  HARPER 2
 CQ3247  PID         -  CQ3247
 CQ3247  STATE/COUNTY-  LA/BOSSIER
 CQ3247  USGS QUAD   -  EASTWOOD (1975)
 CQ3247
 CQ3247                         *CURRENT SURVEY CONTROL
 CQ3247  ___________________________________________________________________
 CQ3247* NAD 83(1992)-  32 33 20.74147(N)    093 37 13.40934(W)     ADJUSTED  
 CQ3247* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 CQ3247  ___________________________________________________________________
 CQ3247  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 CQ3247  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3247
 CQ3247  HORZ ORDER  -  SECOND
 CQ3247
 CQ3247.The horizontal coordinates were established by classical geodetic methods
 CQ3247.and adjusted by the National Geodetic Survey in January 1993..
 CQ3247
 CQ3247.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3247
 CQ3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3247
 CQ3247.The geoid height was determined by GEOID03.
 CQ3247
 CQ3247;                    North         East     Units Scale Factor Converg.
 CQ3247;SPC LA N     -   228,481.878   894,778.596   MT  0.99997659   -0 35 32.5
 CQ3247;SPC LA N     -   749,610.96  2,935,619.44   sFT  0.99997659   -0 35 32.5
 CQ3247;UTM  15      - 3,602,210.062   441,756.445   MT  0.99964183   -0 20 01.9
 CQ3247
 CQ3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3247!SPC LA N     -   0.99999384  x   0.99997659  =   0.99997043
 CQ3247!UTM  15      -   0.99999384  x   0.99964183  =   0.99963568
 CQ3247
 CQ3247|---------------------------------------------------------------------|
 CQ3247| PID    Reference Object                     Distance      Geod. Az  |
 CQ3247|                                                           dddmmss.s |
 CQ3247| CX5968 HARPER 2 RM 3                        32.135 METERS 06933     |
 CQ3247| CX5967 HARPER 2 AZ MK                                     0793915.5 |
 CQ3247| CQ3245 BARKSDALE AFB WATER TANK 4          APPROX. 5.2 KM 1495549.9 |
 CQ3247| CQ3142 BARKSDALE AFB EAST MAST OF SIX      APPROX. 7.8 KM 1863012.9 |
 CQ3247| CQ3141 BARKSDALE AFB WEST MAST OF SIX      APPROX. 7.8 KM 1864916.6 |
 CQ3247| CQ3270 BARKSDALE AFB WATER TANK 3          APPROX. 6.3 KM 1993452.9 |
 CQ3247| CQ3265 BARKSDALE AFB WATER TANK 2          APPROX. 5.4 KM 2123350.5 |
 CQ3247| CQ3143 BARKSDALE AFB WATER TANK 1          APPROX. 9.2 KM 2262439.6 |
 CQ3247| CQ3266 BOSSIER CITY MUNICIPAL TANK         APPROX. 8.9 KM 2322228.4 |
 CQ3247| CQ3295 SHREVEPORT POLICE RAD KKB TWR       APPROX.14.1 KM 2443713.8 |
 CQ3247| CQ3262 HARPER RM 2                          18.347 METERS 28342     |
 CQ3247| CQ2228 VANCE RM 3                          APPROX.11.4 KM 2931148.5 |
 CQ3247| CQ3263 8H020                                94.325 METERS 32416     |
 CQ3247|---------------------------------------------------------------------|
 CQ3247
 CQ3247                          SUPERSEDED SURVEY CONTROL
 CQ3247
 CQ3247  NAD 83(1986)-  32 33 20.75422(N)    093 37 13.39862(W) AD(       ) 2
 CQ3247  NAD 27      -  32 33 20.21030(N)    093 37 12.76340(W) AD(       ) 2
 CQ3247  NGVD 29 (07/19/86)   65.4    (m)          215.     (f) VERT ANG       
 CQ3247
 CQ3247.Superseded values are not recommended for survey control.
 CQ3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3247.See file dsdata.txt to determine how the superseded data were derived.
 CQ3247
 CQ3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4175602210(NAD 83)
 CQ3247_MARKER: DS = TRIANGULATION STATION DISK
 CQ3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3247
 CQ3247  HISTORY     - Date     Condition        Report By
 CQ3247  HISTORY     - 1960     MONUMENTED       CGS
 CQ3247  HISTORY     - 1969     GOOD             CGS
 CQ3247  HISTORY     - 1976     GOOD             LADTD
 CQ3247  HISTORY     - 20020511 MARK NOT FOUND   USPS
 CQ3247
 CQ3247                          STATION DESCRIPTION
 CQ3247
 CQ3247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3247'THE STATION IS ABOUT 7 MILES NORTHEAST OF SHREVEPORT, IN A
 CQ3247'CULTIVATED FIELD, AT THE SOUTH SIDE OF U.S. HIGHWAYS 79-80
 CQ3247'AND ACROSS FROM THE HILLCREST MEMORIAL PARK, ON LAND OWNED
 CQ3247'BY DR. H.D. HARPER.
 CQ3247'
 CQ3247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79-80
 CQ3247'AND LA. ROUTE 3 IN BOSSIER CITY, GO EAST ON HIGHWAYS 79-80
 CQ3247'FOR 1.7 MILES TO THE WESTERN HILLS MOTEL ON THE LEFT.  CONTINUE
 CQ3247'EASTERLY ON HIGHWAYS 79-80 FOR 4.5 MILES TO THE STATION ON
 CQ3247'THE RIGHT.
 CQ3247'
 CQ3247'STATION MARKS ARE STANDARD DISKS STAMPED HARPER 2 1960.  THE
 CQ3247'SURFACE MARK IS SET IN A ROUND CONCRETE POST 14 INCHES BELOW
 CQ3247'THE SURFACE OF THE GROUND.  IT IS 77 FEET SOUTHEAST OF THE
 CQ3247'EAST GATE POST AT THE ENTRANCE TO THE FIELD, 62 FEET SOUTHWEST
 CQ3247'OF A POLE WHICH SUPPORTS A TV CABLE, 59 FEET EAST OF A TELEPHONE
 CQ3247'POLE, AND 27 FEET SOUTH OF THE ROAD RIGHT-OF-WAY FENCE.  THE
 CQ3247'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 CQ3247'INCHES BELOW THE SURFACE OF THE GROUND.
 CQ3247'
 CQ3247'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARPER NO 2
 CQ3247'1931, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CQ3247'OF THE GROUND.  IT IS 23 FEET NORTH OF THE TELEPHONE POLE,
 CQ3247'19 FEET SOUTHEAST OF THE EAST GATE POST AT ENTRANCE TO THE
 CQ3247'FIELD, AND 16 FEET EAST OF THE CENTER OF A TRACK ROAD, AND
 CQ3247'2.5 FEET WEST OF AN IRON POST.
 CQ3247'
 CQ3247'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HARPER 2 NO 3 1960,
 CQ3247'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 CQ3247'IT IS 50 FEET EAST OF THE POLE SUPPORTING THE TV CABLE,
 CQ3247'1.7 FEET WEST OF A STANDARD METAL WITNESS POST, AND 1 FOOT
 CQ3247'SOUTH OF THE RIGHT-OF-WAY FENCE.
 CQ3247'
 CQ3247'AZIMUTH MARK A STANDARD DISK STAMPED HARPER 2 1960, IS SET
 CQ3247'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 CQ3247'81 FEET WEST OF THE CENTER OF THE DRIVEWAY ENTRANCE TO THE K
 CQ3247'AND S MOBILE TRAILER PARK, 59 FEET NORTH OF THE CENTER LINE
 CQ3247'OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAYS 79-80, 14
 CQ3247'FEET WEST OF A POWER POLE NO. 130-A, AND 1.6 FEET WEST
 CQ3247'OF A STANDARD METAL WITNESS POST.
 CQ3247'
 CQ3247'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 CQ3247'HIGHWAYS 79-80 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CQ3247'
 CQ3247'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CQ3247'
 CQ3247'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ3247
 CQ3247                          STATION RECOVERY (1969)
 CQ3247
 CQ3247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3247'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CQ3247'DESCRIBED.  THE AZIMUTH MARK WAS RECOVERED, HOWEVER, A DISCREPANCY
 CQ3247'OF 6 DEGREES IN THE DIRECTION BETWEEN THE 1960 OBSERVATION AND
 CQ3247'THE PRESENT OBSERVATION WAS FOUND.  A CHECK WAS MADE AT A LATER
 CQ3247'DATE TO CONFIRM THE DIRECTION TO THE AZIMUTH MARK.
 CQ3247
 CQ3247                          STATION RECOVERY (1976)
 CQ3247
 CQ3247'RECOVERY NOTE BY LA TRANSP AND DEV 1976 (RT)
 CQ3247'(NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.)
 CQ3247'
 CQ3247'THE STATION WAS VISITED ON 7-28-76 AND THE STATION MARK, RM 2,
 CQ3247'RM 3 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE
 CQ3247'1960 DESCRIPTION IS ADEQUATE TO FIND THE STATION.
 CQ3247'
 CQ3247'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ3247'
 CQ3247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3247'7 MILES NORTHEAST OF SHREVEPORT.
 CQ3247
 CQ3247                          STATION RECOVERY (2002)
 CQ3247
 CQ3247'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ3247'RM 2 AND RM3 NOT FOUND. AZ MARK RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3262 ***********************************************************************
 CQ3262  DESIGNATION -  HARPER RM 2
 CQ3262  PID         -  CQ3262
 CQ3262  STATE/COUNTY-  LA/BOSSIER
 CQ3262  USGS QUAD   -  EASTWOOD (1975)
 CQ3262
 CQ3262                         *CURRENT SURVEY CONTROL
 CQ3262  ___________________________________________________________________
 CQ3262* NAD 83(1992)-  32 33 20.88245(N)    093 37 14.09261(W)     ADJUSTED  
 CQ3262* NAVD 88     -        66.0    (meters)     217.     (feet)  VERTCON   
 CQ3262  ___________________________________________________________________
 CQ3262  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 CQ3262  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3262
 CQ3262  HORZ ORDER  -  SECOND
 CQ3262
 CQ3262.The horizontal coordinates were established by classical geodetic methods
 CQ3262.and adjusted by the National Geodetic Survey in January 1993..
 CQ3262
 CQ3262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3262
 CQ3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3262
 CQ3262.The geoid height was determined by GEOID03.
 CQ3262
 CQ3262;                    North         East     Units Scale Factor Converg.
 CQ3262;SPC LA N     -   228,486.405   894,760.816   MT  0.99997660   -0 35 32.8
 CQ3262;SPC LA N     -   749,625.81  2,935,561.11   sFT  0.99997660   -0 35 32.8
 CQ3262;UTM  15      - 3,602,214.507   441,738.652   MT  0.99964186   -0 20 02.2
 CQ3262
 CQ3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3262!SPC LA N     -   0.99999373  x   0.99997660  =   0.99997033
 CQ3262!UTM  15      -   0.99999373  x   0.99964186  =   0.99963560
 CQ3262
 CQ3262|---------------------------------------------------------------------|
 CQ3262| PID    Reference Object                     Distance      Geod. Az  |
 CQ3262|                                                           dddmmss.s |
 CQ3262| CQ3247 HARPER 2                             18.347 METERS 10342     |
 CQ3262| CQ3263 8H020                                81.270 METERS 33243     |
 CQ3262|---------------------------------------------------------------------|
 CQ3262
 CQ3262                          SUPERSEDED SURVEY CONTROL
 CQ3262
 CQ3262  NAD 83(1986)-  32 33 20.89521(N)    093 37 14.08190(W) AD(       ) 2
 CQ3262  NAD 27      -  32 33 20.35117(N)    093 37 13.44661(W) AD(       ) 2
 CQ3262  NGVD 29 (07/19/86)   66.1    (m)          217.     (f) VERT ANG       
 CQ3262
 CQ3262.Superseded values are not recommended for survey control.
 CQ3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3262.See file dsdata.txt to determine how the superseded data were derived.
 CQ3262
 CQ3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4173902215(NAD 83)
 CQ3262_MARKER: DR = REFERENCE MARK DISK
 CQ3262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3262_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3262+STABILITY: SURFACE MOTION
 CQ3262
 CQ3262  HISTORY     - Date     Condition        Report By
 CQ3262  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3262  HISTORY     - 20020511 MARK NOT FOUND   USPS
 CQ3262
 CQ3262                          STATION DESCRIPTION
 CQ3262
 CQ3262'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ3262'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARPER NO 2 1931,
 CQ3262'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CQ3262'GROUND.  IT IS 23 FEET NORTH OF THE TELEPHONE POLE, 19 FEET
 CQ3262'SOUTHEAST OF THE EAST GATE POST AT ENTRANCE TO THE FIELD, AND
 CQ3262'16 FEET EAST OF THE CENTER OF A TRACK ROAD, AND 2.5 FEET WEST OF
 CQ3262'AN IRON POST.
 CQ3262
 CQ3262                          STATION RECOVERY (2002)
 CQ3262
 CQ3262'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ3262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1103 ***********************************************************************
 AT1103  DESIGNATION -  HARRIS BAYOU NAV LIGHT F RNG
 AT1103  PID         -  AT1103
 AT1103  STATE/COUNTY-  LA/PLAQUEMINES
 AT1103  USGS QUAD   -  EMPIRE (1992)
 AT1103
 AT1103                         *CURRENT SURVEY CONTROL
 AT1103  ___________________________________________________________________
 AT1103* NAD 83(1992)-  29 27 15.77785(N)    089 36 25.75360(W)     ADJUSTED  
 AT1103* NAVD 88     -                                                        
 AT1103  **This station is located in a subsidence area (see below).
 AT1103  ___________________________________________________________________
 AT1103  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1103  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AT1103
 AT1103  HORZ ORDER  -  THIRD
 AT1103
 AT1103.The horizontal coordinates were established by classical geodetic methods
 AT1103.and adjusted by the National Geodetic Survey in January 1993..
 AT1103
 AT1103 ** The orthometric height has not been validated since last determined
 AT1103 ** by differential leveling and should not be used for control purposes.
 AT1103 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1103 ** area with valid NAVD 88 orthometric heights.
 AT1103 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1103 ** epoch indicated which incorporates improved geoid heights for the
 AT1103 ** Southern Louisiana Subsidence area.
 AT1103 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1103
 AT1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1103
 AT1103.The geoid height was determined by GEOID03.
 AT1103
 AT1103;                    North         East     Units Scale Factor Converg.
 AT1103;SPC LA S     -   107,050.715 1,167,444.977   MT  0.99997091   +0 51 47.2
 AT1103;SPC LA S     -   351,215.55  3,830,192.40   sFT  0.99997091   +0 51 47.2
 AT1103;UTM  16      - 3,261,159.242   247,136.543   MT  1.00038903   -1 16 57.7
 AT1103
 AT1103                          SUPERSEDED SURVEY CONTROL
 AT1103
 AT1103  NAD 83(1986)-  29 27 15.78648(N)    089 36 25.76022(W) AD(       ) 4
 AT1103  NAD 27      -  29 27 15.00400(N)    089 36 25.53600(W) AD(       ) 3
 AT1103
 AT1103.Superseded values are not recommended for survey control.
 AT1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1103.See file dsdata.txt to determine how the superseded data were derived.
 AT1103
 AT1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4713761159(NAD 83)
 AT1103_MARKER: 54 = WATER TOWER
 AT1103
 AT1103  HISTORY     - Date     Condition        Report By
 AT1103  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1103
 AT1103                          STATION DESCRIPTION
 AT1103
 AT1103'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2198 ***********************************************************************
 CP2198  DESIGNATION -  HARRIS BOLT
 CP2198  PID         -  CP2198
 CP2198  STATE/COUNTY-  LA/MOREHOUSE
 CP2198  USGS QUAD   -  BASTROP (1994)
 CP2198
 CP2198                         *CURRENT SURVEY CONTROL
 CP2198  ___________________________________________________________________
 CP2198* NAD 83(1986)-  32 46 25.     (N)    091 52 37.     (W)     SCALED    
 CP2198* NAVD 88     -        46.51   (+/-2cm)     152.6    (feet)  VERTCON   
 CP2198  ___________________________________________________________________
 CP2198  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP2198
 CP2198  VERT ORDER  -  ? (See Below)
 CP2198
 CP2198.The horizontal coordinates were scaled from a topographic map and have
 CP2198.an estimated accuracy of +/- 6 seconds.
 CP2198
 CP2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2198.The vertical order pertains to the NGVD 29 superseded value.
 CP2198
 CP2198.The geoid height was determined by GEOID03.
 CP2198
 CP2198;                    North         East    Units  Estimated Accuracy
 CP2198;SPC LA N     -   252,270.    1,058,380.      MT  (+/- 180 meters Scaled)
 CP2198
 CP2198                          SUPERSEDED SURVEY CONTROL
 CP2198
 CP2198  NGVD 29 (??/??/92)   46.580  (m)          152.82   (f) ADJ UNCH    ?  
 CP2198
 CP2198.Superseded values are not recommended for survey control.
 CP2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2198.See file dsdata.txt to determine how the superseded data were derived.
 CP2198
 CP2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS051267(NAD 83)
 CP2198_MARKER: B = BOLT
 CP2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2198_SP_SET: STONE
 CP2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2198+STABILITY: SURFACE MOTION
 CP2198
 CP2198  HISTORY     - Date     Condition        Report By
 CP2198  HISTORY     - UNK      MONUMENTED       DOD
 CP2198  HISTORY     - 1934     GOOD             DOD
 CP2198
 CP2198                          STATION DESCRIPTION
 CP2198
 CP2198'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2198'2.2 MI E FROM BASTROP.
 CP2198'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 165 FROM THE CITY HALL AT
 CP2198'BASTROP, MOREHOUSE PARISH, ABOUT 200 FEET SOUTHEAST OF THE J.D. HARRIS
 CP2198'RESIDENCE, IN A FENCE CORNER ON THE OPPOSITE SIDE OF A PRIVATE ROAD,
 CP2198'418 FEET EAST OF THE NORTHEAST CORNER OF A CHURCH, 109 FEET FROM A
 CP2198'30-INCH RED OAK TREE, 85 FEET NORTHWEST OF THE JUNCTION OF A GRAVEL
 CP2198'ROAD, 80-1/2 FEET SOUTHWEST OF A 10-INCH PINE TREE, AND 42 FEET NORTH
 CP2198'OF THE CENTER LINE OF THE HIGHWAY.  A COPPER BOLT, SET IN THE TOP OF A
 CP2198'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CP2198'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2197 ***********************************************************************
 CP2197  DESIGNATION -  HARRIS CAP
 CP2197  PID         -  CP2197
 CP2197  STATE/COUNTY-  LA/MOREHOUSE
 CP2197  USGS QUAD   -  BASTROP (1994)
 CP2197
 CP2197                         *CURRENT SURVEY CONTROL
 CP2197  ___________________________________________________________________
 CP2197* NAD 83(1986)-  32 46 26.     (N)    091 52 37.     (W)     SCALED    
 CP2197* NAVD 88     -        47.76   (+/-2cm)     156.7    (feet)  VERTCON   
 CP2197  ___________________________________________________________________
 CP2197  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP2197
 CP2197  VERT ORDER  -  ? (See Below)
 CP2197
 CP2197.The horizontal coordinates were scaled from a topographic map and have
 CP2197.an estimated accuracy of +/- 6 seconds.
 CP2197
 CP2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2197.The vertical order pertains to the NGVD 29 superseded value.
 CP2197
 CP2197.The geoid height was determined by GEOID03.
 CP2197
 CP2197;                    North         East    Units  Estimated Accuracy
 CP2197;SPC LA N     -   252,300.    1,058,380.      MT  (+/- 180 meters Scaled)
 CP2197
 CP2197                          SUPERSEDED SURVEY CONTROL
 CP2197
 CP2197  NGVD 29 (??/??/92)   47.828  (m)          156.92   (f) ADJ UNCH    ?  
 CP2197
 CP2197.Superseded values are not recommended for survey control.
 CP2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2197.See file dsdata.txt to determine how the superseded data were derived.
 CP2197
 CP2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS051267(NAD 83)
 CP2197_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2197_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2197
 CP2197  HISTORY     - Date     Condition        Report By
 CP2197  HISTORY     - UNK      MONUMENTED       DOD
 CP2197  HISTORY     - 1934     GOOD             DOD
 CP2197
 CP2197                          STATION DESCRIPTION
 CP2197
 CP2197'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2197'2.2 MI E FROM BASTROP.
 CP2197'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 165 FROM THE CITY HALL AT
 CP2197'BASTROP, MOREHOUSE PARISH, ABOUT 200 FEET SOUTHEAST OF THE J.D. HARRIS
 CP2197'RESIDENCE, IN A FENCE CORNER ON THE OPPOSITE SIDE OF A PRIVATE ROAD,
 CP2197'418 FEET EAST OF THE NORTHEAST CORNER OF A CHURCH, 109 FEET FROM A
 CP2197'30-INCH RED OAK TREE, 85 FEET NORTHWEST OF THE JUNCTION OF A GRAVEL
 CP2197'ROAD, 80-1/2 FEET SOUTHWEST OF A 10-INCH PINE TREE, AND 42 FEET NORTH
 CP2197'OF THE CENTER LINE OF THE HIGHWAY.  A COPPER BOLT, SET IN THE TOP OF A
 CP2197'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CP2197'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3087 ***********************************************************************
 CP3087  DESIGNATION -  HARRY
 CP3087  PID         -  CP3087
 CP3087  STATE/COUNTY-  LA/MOREHOUSE
 CP3087  USGS QUAD   -  LAARK (1988)
 CP3087
 CP3087                         *CURRENT SURVEY CONTROL
 CP3087  ___________________________________________________________________
 CP3087* NAD 83(1992)-  32 58 23.61031(N)    091 35 42.56846(W)     ADJUSTED  
 CP3087* NAVD 88     -        30.984  (meters)     101.65   (feet)  ADJUSTED  
 CP3087  ___________________________________________________________________
 CP3087  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CP3087  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3087  DYNAMIC HT  -          30.950 (meters)     101.54  (feet)  COMP
 CP3087  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 CP3087
 CP3087  HORZ ORDER  -  SECOND
 CP3087  VERT ORDER  -  SECOND    CLASS II
 CP3087
 CP3087.The horizontal coordinates were established by classical geodetic methods
 CP3087.and adjusted by the National Geodetic Survey in September 1999..
 CP3087
 CP3087.The orthometric height was determined by differential leveling
 CP3087.and adjusted by the National Geodetic Survey in June 1991..
 CP3087
 CP3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3087
 CP3087.The geoid height was determined by GEOID03.
 CP3087
 CP3087.The dynamic height is computed by dividing the NAVD 88
 CP3087.geopotential number by the normal gravity value computed on the
 CP3087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3087.degrees latitude (g = 980.6199 gals.).
 CP3087
 CP3087.The modeled gravity was interpolated from observed gravity values.
 CP3087
 CP3087;                    North         East     Units Scale Factor Converg.
 CP3087;SPC LA N     -   274,589.139 1,084,592.081   MT  1.00008429   +0 28 42.2
 CP3087;SPC LA N     -   900,881.20  3,558,365.85   sFT  1.00008429   +0 28 42.2
 CP3087;UTM  15      - 3,649,194.715   631,279.524   MT  0.99981250   +0 45 52.9
 CP3087
 CP3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3087!SPC LA N     -   0.99999920  x   1.00008429  =   1.00008349
 CP3087!UTM  15      -   0.99999920  x   0.99981250  =   0.99981170
 CP3087
 CP3087|---------------------------------------------------------------------|
 CP3087| PID    Reference Object                     Distance      Geod. Az  |
 CP3087|                                                           dddmmss.s |
 CP3087| CP3240 HARRY RM 1                           13.398 METERS 18140     |
 CP3087| CP3343 HARRY AZ MK 2                       380.095 METERS 19452     |
 CP3087| CY3744 HARRY RM 2                           11.600 METERS 26848     |
 CP3087| CY3743 HARRY AZ MK                                        2723334.2 |
 CP3087| CP3344 HARRY AZ MK 3                       443.523 METERS 3504438.0 |
 CP3087| CP3088 HARRY LADH A PT 1970                 13.732 METERS 35858     |
 CP3087|---------------------------------------------------------------------|
 CP3087
 CP3087                          SUPERSEDED SURVEY CONTROL
 CP3087
 CP3087  NAD 83(1992)-  32 58 23.61140(N)    091 35 42.56608(W) AD(       ) 2
 CP3087  NAD 83(1986)-  32 58 23.62339(N)    091 35 42.56126(W) AD(       ) 2
 CP3087  NAD 27      -  32 58 23.16474(N)    091 35 42.12619(W) AD(       ) 2
 CP3087  NGVD 29 (07/19/86)   31.09   (m)          102.0    (f) LEVELING    3  
 CP3087
 CP3087.Superseded values are not recommended for survey control.
 CP3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3087.See file dsdata.txt to determine how the superseded data were derived.
 CP3087
 CP3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3128049195(NAD 83)
 CP3087_MARKER: DE = TRAVERSE STATION DISK
 CP3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3087_SP_SET: CONCRETE POST
 CP3087_STAMPING: HARRY 1970
 CP3087_MARK LOGO: LADH  
 CP3087_PROJECTION: FLUSH
 CP3087_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3087+STABILITY: SURFACE MOTION
 CP3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3087+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1986
 CP3087
 CP3087  HISTORY     - Date     Condition        Report By
 CP3087  HISTORY     - 1970     MONUMENTED       LADH
 CP3087  HISTORY     - 1973     GOOD             DMA
 CP3087  HISTORY     - 1986     GOOD             LADTD
 CP3087  HISTORY     - 19860716 GOOD             NGS
 CP3087
 CP3087                          STATION DESCRIPTION
 CP3087
 CP3087'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 CP3087'THE STATION IS LOCATED ABOUT 3 MILES EAST OF JONES AND 6 MILES
 CP3087'NORTHEAST OF BONITA IN THE NORTHWEST QUARTER OF SECTION 19,
 CP3087'T23N, R9E AND ON THE PROPERTY OF MR. HARRY CROSSLEY, ROUTE 1,
 CP3087'JONES, LOUISIANA.
 CP3087'
 CP3087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 835 AND
 CP3087'U.S. HIGHWAY 165 NORTH OF JONES, DRIVE EAST ALONG STATE HIGHWAY
 CP3087'835 FOR 3 MILES TO ITS JUNCTION WITH A NORTH - SOUTH PARISH
 CP3087'ROAD.  THE STATION IS SET IN THE SOUTHEAST QUADRANT OF THE
 CP3087'INTERSECTION BETWEEN A CHURCH AND A STORE.
 CP3087'
 CP3087'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG
 CP3087'STATE HIGHWAY 835 FOR 0.3 MILE TO THE MARK WHICH IS ON THE LEFT
 CP3087'AND SOUTH OF THE HIGHWAY NEAR A POWER POLE.
 CP3087'
 CP3087'TO REACH AZIMUTH MARK 2 WHICH IS TRIANGULATION STATION PIONEER
 CP3087'FROM THE STATION, DRIVE NORTH ALONG PARISH BLACKTOP ROAD FOR 1
 CP3087'MILE TO ITS JUNCTION WITH A PARISH GRAVEL ROAD, THENCE
 CP3087'NORTHWESTERLY ALONG THE PARISH GRAVEL ROAD FOR APPROXIMATELY 2
 CP3087'MILES TO ITS JUNCTION WITH U.S. HIGHWAY 165, THENCE
 CP3087'NORTHEASTERLY ALONG U.S. HIGHWAY 165 FOR ABOUT 0.5 MILE TO THE
 CP3087'MARK WHICH IS ON TOP OF THE PIONEER GRAIN ELEVATOR.
 CP3087'
 CP3087'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3087'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3087'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3087'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3087'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE SURFACE OF THE
 CP3087'GROUND.  THEY ARE STAMPED HARRY 1970.  THE MARK IS 117
 CP3087'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 835, 58 FEET
 CP3087'NORTH OF A 24 INCH SWEET GUM TREE, 38 FEET EAST OF THE
 CP3087'SOUTHEAST CORNER OF A HOUSE, 34 FEET SOUTHWEST OF THE
 CP3087'SOUTHWEST CORNER OF A SERVICE STATION, 12 FEET
 CP3087'SOUTH-SOUTHWEST OF A POWER POLE AND 12.5 FEET SOUTH OF A
 CP3087'METAL WITNESS POST.
 CP3087'
 CP3087'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3087'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3087'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP3087'STAMPED HARRY RM 1 1970.  IT IS 161 FEET SOUTH OF THE CENTER OF
 CP3087'STATE HIGHWAY 835, 68.5 FEET SOUTH-SOUTHWEST OF THE CORNER OF A
 CP3087'STORE, 58.5 FEET SOUTH EAST OF THE SOUTHEAST CORNER OF A
 CP3087'CHURCH, 56 FEET SOUTH OF A POWER POLE AND 15 FEET NORTH OF A 24
 CP3087'INCH SWEET GUM TREE.
 CP3087'
 CP3087'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3087'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3087'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP3087'STAMPED HARRY RM 2 1970.  IT IS 119 FEET SOUTH OF THE CENTER OF
 CP3087'STATE HIGHWAY 835, 70 FEET NORTH WEST OF A 24 INCH SWEET GUM
 CP3087'TREE, 69.0 FEET WEST - SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CP3087'STORE, 42 FEET SOUTHWEST OF A POWER POLE AND 3.0 FEET SOUTH OF
 CP3087'THE SOUTHEAST CORNER OF A HOUSE.
 CP3087'
 CP3087'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3087'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3087'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3087'INCHES.  IT IS STAMPED HARRY AZ MK 1970.  IT IS 350 FEET WEST
 CP3087'OF 3 POWER POLES WITH TRANSFORMERS, 32 FEET SOUTH OF THE
 CP3087'CENTER OF STATE HIGHWAY 835, 3 FEET EAST OF A POWER POLE AND
 CP3087'1.5 FEET SOUTH OF A METAL WITNESS POST.
 CP3087'
 CP3087'AZIMUTH MARK 2 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP3087'TRIANGULATION DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 CP3087'ROOF OF THE PIONEER GRAIN ELEVATOR.  IT IS STAMPED PIONEER
 CP3087'1970.  IT IS 14 FEET NORTH - NORTHWEST OF A MANHOLE, 15 FEET
 CP3087'NORTH OF THE SOUTH EDGE OF THE ROOF AND 20.5 FEET EAST OF THE
 CP3087'WEST EDGE OF THE ROOF.
 CP3087'
 CP3087'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3087
 CP3087                          STATION RECOVERY (1973)
 CP3087
 CP3087'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3087'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  ROUTE
 CP3087'DESCRIPTION WAS ADEQUATE.
 CP3087
 CP3087                          STATION RECOVERY (1986)
 CP3087
 CP3087'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3087'28.2 KM (17.6 MI) WEST FROM KILBOURNE.
 CP3087'12.6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3087'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3087'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON HIGHWAY 835 FOR 15.6 KM
 CP3087'(9.7 MI) TO THE STATION MARK ON THE SOUTH SIDE OF THE HIGHWAY JUST
 CP3087'SOUTHWEST OF A OLD SERVICE STATION, 35.7 METERS (117 FEET) SOUTH OF
 CP3087'THE CENTER OF THE HIGHWAY, 17.7 METERS (58 FEET) NORTH OF A 28-INCH
 CP3087'SWEETGUM TREE, 11.6 METERS (38 FEET) EAST OF THE SOUTHEAST CORNER OF A
 CP3087'HOUSE AND 3.7 METERS (12 FEET) SOUTH-SOUTHWEST OF A POWER POLE.
 CP3087'THE MARK IS 3.81 METERS  S FROM A WITNESS POST.
 CP3087'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP3087
 CP3087                          STATION RECOVERY (1986)
 CP3087
 CP3087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP3087'THE STATION IS LOCATED ABOUT 4.8 KM (3 MILES) EAST OF JONES AND 9.7 KM
 CP3087'(6 MILES) NORTHEAST OF BONITA IN THE NORTHWEST QUARTER OF SECTION 19,
 CP3087'T23N, R9E.
 CP3087' 
 CP3087'OWNERSHIP- MR HARRY CROSSLEY, ROUTE 1, JONES LOUISIANA.
 CP3087' 
 CP3087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 835 AND US
 CP3087'HIGHWAY 165 NORTH OF JONES, GO EAST ON STATE HIGHWAY 835 FOR 4.8 KM (3
 CP3087'MILES) TO THE JUNCTION OF A NORTH-SOUTH ROAD.  THE STATION IS SET IN
 CP3087'THE SOUTHEAST QUADRANT OF THE INTERSECTION AND ON THE EAST SIDE OF A
 CP3087'CHURCH.
 CP3087' 
 CP3087'THE STATION IS A STANDARD LADH DISK STAMPED--HARRY 1970--, SET INTO
 CP3087'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER
 CP3087'FLUSH WITH GROUND LOCATED 36 M (118 FT) S FROM THE CENTER OF STATE
 CP3087'HIGHWAY 835, 19 M (62.5 FT) S FROM A FIRE HYDRANT, 17.7 M (58 FT) N
 CP3087'FROM A 30-INCH SWEET GUM TREE, 11.7 M (38.5 FT) ENE FROM THE SOUTHEAST
 CP3087'CORNER OF A WOODEN CHURCH, AND 3.7 M (12 FT) S FROM A POWER POLE WITH
 CP3087'SECURITY LIGHT.
 CP3087' 
 CP3087'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 CP3087' 
 CP3087'REFERENCE MARK NO 1 IS A STANDARD LADH DISK STAMPED--HARRY RM 1
 CP3087'1970--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3087'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 49.4 M (162 FT) S FROM
 CP3087'THE CENTER OF STATE HIGHWAY 835, 17.1 M (56 FT) SE FROM THE SOUTHEAST
 CP3087'CORNER OF A WOODEN CHURCH, 17.1 M (56 FT) S FROM A POWER POLE WITH
 CP3087'SECURITY LIGHT, AND 4.3 M (14 FT) N FROM A 30-INCH SWEET GUM TREE.
 CP3087' 
 CP3087'REFERENCE MARK NO 2 IS A STANDARD LADH DISK STAMPED--HARRY RM 2
 CP3087'1970--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3087'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 37.5 M (123 FT) S FROM
 CP3087'THE CENTER OF STATE HIGHWAY 835, 20.7 M (68 FT) NW FROM A 30-INCH
 CP3087'SWEET GUM TREE, 12.6 M (41.5 FT) SW FROM A POWER POLE WITH SECURITY
 CP3087'LIGHT, AND 0.8 M (2.5 FT) NNE FROM THE SOUTHEAST CORNER OF A WOODEN
 CP3087'CHURCH.
 CP3087' 
 CP3087'AZIMUTH MARK NO 2 IS A STANDARD LADH DISK STAMPED--HARRY 1970 AZ MK NO
 CP3087'2 1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 INCHES OR
 CP3087'12 CM IN DIAMETER FLUSH WITH GROUND LOCATED 109 FT (33.2 M) W FROM THE
 CP3087'CENTER OF THE BLACKTOP ROAD, 74.5 FT (22.7 M) WNW FROM THE CENTER OF A
 CP3087'CHAIN LINK GATE AT DRIVEWAY ENTRANCE, 7 FT (2.1 M) N FROM THE CENTER
 CP3087'OF THE DRIVEWAY, AND 1.5 FT (0.5 M) S FROM A WITNESS POST IN CHAIN
 CP3087'LINK FENCE.
 CP3087' 
 CP3087'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO WEST ALONG STATE
 CP3087'HIGHWAY 835 TO THE CROSSROADS, THENCE SOUTH (LEFT) FOR 0.4 KM (0.25
 CP3087'MILE) TO THE STATION ON THE RIGHT AND NORTH OF THE DRIVEWAY.
 CP3087' 
 CP3087'AZIMUTH MARK NO 3 IS A STANDARD LADH DISK STAMPED--HARRY 1970 AZ MK NO
 CP3087'3 1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3087'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 8.5 M (28 FT) W FROM THE
 CP3087'CENTER OF THE BLACKTOP ROAD, 2.1 M (7 FT) NNW FROM A SERVICE POLE WITH
 CP3087'METER LOOP ATTACHED, 0.6 M (2 FT) S FROM A POWER POLE WITH 3
 CP3087'TRANSFORMERS ATTACHED, AND 0.3 M (1 FT) SW FROM A WITNESS POST WITH
 CP3087'SIGN ATTACHED.
 CP3087' 
 CP3087'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO WEST ALONG STATE
 CP3087'HIGHWAY 835 TO THE CROSSROADS, THENCE NORTH (RIGHT) FOR 0.4 KM (0.25
 CP3087'MILE) TO THE STATION ON THE LEFT, NEAR A POWER POLE WITH THREE
 CP3087'TRANSFORMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3343 ***********************************************************************
 CP3343  DESIGNATION -  HARRY AZ MK 2
 CP3343  PID         -  CP3343
 CP3343  STATE/COUNTY-  LA/MOREHOUSE
 CP3343  USGS QUAD   -  LAARK (1988)
 CP3343
 CP3343                         *CURRENT SURVEY CONTROL
 CP3343  ___________________________________________________________________
 CP3343* NAD 83(1992)-  32 58 11.68498(N)    091 35 46.32278(W)     ADJUSTED  
 CP3343* NAVD 88     -        31.     (meters)     102.     (feet)  VERTCON   
 CP3343  ___________________________________________________________________
 CP3343  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CP3343  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3343
 CP3343  HORZ ORDER  -  THIRD
 CP3343
 CP3343.The horizontal coordinates were established by classical geodetic methods
 CP3343.and adjusted by the National Geodetic Survey in September 1999..
 CP3343.No horizontal observational check was made to the station.
 CP3343
 CP3343.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3343
 CP3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3343
 CP3343.The geoid height was determined by GEOID03.
 CP3343
 CP3343;                    North         East     Units Scale Factor Converg.
 CP3343;SPC LA N     -   274,220.928 1,084,497.651   MT  1.00008322   +0 28 40.2
 CP3343;SPC LA N     -   899,673.16  3,558,056.04   sFT  1.00008322   +0 28 40.2
 CP3343;UTM  15      - 3,648,826.136   631,186.960   MT  0.99981220   +0 45 50.6
 CP3343
 CP3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3343!SPC LA N     -   0.99999925  x   1.00008322  =   1.00008247
 CP3343!UTM  15      -   0.99999925  x   0.99981220  =   0.99981145
 CP3343
 CP3343                          SUPERSEDED SURVEY CONTROL
 CP3343
 CP3343  NAD 83(1992)-  32 58 11.68607(N)    091 35 46.32039(W) AD(       ) 3
 CP3343  NAD 83(1986)-  32 58 11.69806(N)    091 35 46.31557(W) AD(       ) 3
 CP3343  NGVD 29 (11/02/92)   31.     (m)          102.     (f) VERT ANG       
 CP3343
 CP3343.Superseded values are not recommended for survey control.
 CP3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3343.See file dsdata.txt to determine how the superseded data were derived.
 CP3343
 CP3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3118748826(NAD 83)
 CP3343_MARKER: DZ = AZIMUTH MARK DISK
 CP3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3343_STAMPING: HARRY 1970 AZ MK NO 2 1986
 CP3343_MARK LOGO: LADH  
 CP3343_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3343+STABILITY: SURFACE MOTION
 CP3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3343+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CP3343
 CP3343  HISTORY     - Date     Condition        Report By
 CP3343  HISTORY     - 1986     MONUMENTED       LADH
 CP3343  HISTORY     - UNK      SEE DESCRIPTION
 CP3343
 CP3343                          STATION DESCRIPTION
 CP3343
 CP3343'DESCRIBED BY LA DEPT OF HIGHWAYS 1986 (SLC)
 CP3343'THE STATION IS LOCATED ABOUT 4.8 KM (3 MILES) EAST ON JONES AND 9.7 KM
 CP3343'(6 MILES) NORTHEAST OF BONITA AND SOUTH OF A WOODEN CHURCH AT A
 CP3343'CROSSROAD.
 CP3343' 
 CP3343'OWNERSHIP- MR CHARLES BABB.
 CP3343' 
 CP3343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 835 AND US
 CP3343'HIGHWAY 165 NORTH OF JONES, GO EAST ON STATE HIGHWAY 835 FOR 4.8 KM (3
 CP3343'MILES) TO A NORTH-SOUTH CROSSROAD, THENCE SOUTH (RIGHT) FOR 0.4 KM
 CP3343'(0.25 MILE) TO THE STATION ON THE RIGHT AND NORTH OF THE DRIVEWAY.
 CP3343' 
 CP3343'THE STATION IS A STANDARD LADH DISK STAMPED--HARRY 1970 AZ MK NO 2
 CP3343'1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3343'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 33.2 METERS (109 FT) W
 CP3343'FROM THE CENTER OF THE BLACKTOP ROAD, 22.7 METERS (74.5 FT) WNW FROM
 CP3343'THE CENTER OF A CHAIN LINK GATE AT DRIVEWAY ENTRANCE, 21.2 METERS
 CP3343'(69.5 FT) NW FROM A 18-INCH LIVE OAK TREE, 2.1 METERS (7 FT) N FROM
 CP3343'THE CENTER OF THE DRIVEWAY, AND 0.5 METER (1.5 FT) S FROM A WITNESS
 CP3343'POST IN CHAIN LINK FENCE.
 CP3343
 CP3343                          STATION RECOVERY (UNK )
 CP3343
 CP3343'RECOVERED UNK
 CP3343'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3344 ***********************************************************************
 CP3344  DESIGNATION -  HARRY AZ MK 3
 CP3344  PID         -  CP3344
 CP3344  STATE/COUNTY-  LA/MOREHOUSE
 CP3344  USGS QUAD   -  LAARK (1988)
 CP3344
 CP3344                         *CURRENT SURVEY CONTROL
 CP3344  ___________________________________________________________________
 CP3344* NAD 83(1992)-  32 58 37.81981(N)    091 35 45.31590(W)     ADJUSTED  
 CP3344* NAVD 88     -        31.     (meters)     102.     (feet)  VERTCON   
 CP3344  ___________________________________________________________________
 CP3344  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CP3344  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3344
 CP3344  HORZ ORDER  -  THIRD
 CP3344
 CP3344.The horizontal coordinates were established by classical geodetic methods
 CP3344.and adjusted by the National Geodetic Survey in September 1999..
 CP3344.No horizontal observational check was made to the station.
 CP3344
 CP3344.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3344
 CP3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3344
 CP3344.The geoid height was determined by GEOID03.
 CP3344
 CP3344;                    North         East     Units Scale Factor Converg.
 CP3344;SPC LA N     -   275,026.313 1,084,517.082   MT  1.00008556   +0 28 40.8
 CP3344;SPC LA N     -   902,315.50  3,558,119.79   sFT  1.00008556   +0 28 40.8
 CP3344;UTM  15      - 3,649,631.389   631,202.362   MT  0.99981225   +0 45 51.7
 CP3344
 CP3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3344!SPC LA N     -   0.99999914  x   1.00008556  =   1.00008470
 CP3344!UTM  15      -   0.99999914  x   0.99981225  =   0.99981139
 CP3344
 CP3344                          SUPERSEDED SURVEY CONTROL
 CP3344
 CP3344  NAD 83(1992)-  32 58 37.82091(N)    091 35 45.31353(W) AD(       ) 3
 CP3344  NAD 83(1986)-  32 58 37.83290(N)    091 35 45.30869(W) AD(       ) 3
 CP3344  NGVD 29 (11/02/92)   31.     (m)          102.     (f) VERT ANG       
 CP3344
 CP3344.Superseded values are not recommended for survey control.
 CP3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3344.See file dsdata.txt to determine how the superseded data were derived.
 CP3344
 CP3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3120249631(NAD 83)
 CP3344_MARKER: DZ = AZIMUTH MARK DISK
 CP3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3344_STAMPING: HARRY 1970 AZ MK NO 3 1986
 CP3344_MARK LOGO: LADH  
 CP3344_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3344+STABILITY: SURFACE MOTION
 CP3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3344+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CP3344
 CP3344  HISTORY     - Date     Condition        Report By
 CP3344  HISTORY     - 1986     MONUMENTED       LADH
 CP3344  HISTORY     - UNK      SEE DESCRIPTION
 CP3344
 CP3344                          STATION DESCRIPTION
 CP3344
 CP3344'DESCRIBED BY LA DEPT OF HIGHWAYS 1986 (SLC)
 CP3344'THE STATION IS LOCATED ABOUT 4.8 KM (3 MILES) EAST OF JONES AND 9.7 KM
 CP3344'(6 MILES) NORTHEAST OF BONITA AND 0.4 KM (0.25 MILE) NORTH OF A WOODEN
 CP3344'CHURCH AT A CROSSROAD.
 CP3344' 
 CP3344'OWNERSHIP- MOREHOUSE PARISH.
 CP3344' 
 CP3344'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 835 AND US
 CP3344'HIGHWAY 165 NORTH OF JONES, GO EAST ON STATE HIGHWAY 835 FOR 4.8 KM (3
 CP3344'MILES) TO A NORTH-SOUTH CROSSROAD, THENCE NORTH (LEFT) FOR 0.4 KM
 CP3344'(0.25 MILE) TO THE STATION ON THE LEFT AND NEAR A POWER POLE WITH 3
 CP3344'TRANSFORMERS ATTACHED.
 CP3344' 
 CP3344'THE STATION IS A STANDARD LADH DISK STAMPED--HARRY 1970 AZ MK NO 3
 CP3344'1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3344'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 8.5 METERS (28 FT) W FROM
 CP3344'THE CENTER OF THE BLACKTOP ROAD, 6.7 METERS (22 FT) ENE FROM A WATER
 CP3344'WELL HEAD, 2.1 METERS (7 FT) NNW FROM A SERVICE POLE WITH METER LOOP
 CP3344'ATTACHED, 0.6 METER (2 FT) S FROM A POWER POLE WITH THREE TRANSFORMER-
 CP3344'ATTACHED, AND 0.3 METER (1 FT) SW FROM A WITNESS POST WITH SIGN
 CP3344'ATTACHED.
 CP3344
 CP3344                          STATION RECOVERY (UNK )
 CP3344
 CP3344'RECOVERED UNK
 CP3344'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3240 ***********************************************************************
 CP3240  DESIGNATION -  HARRY RM 1
 CP3240  PID         -  CP3240
 CP3240  STATE/COUNTY-  LA/MOREHOUSE
 CP3240  USGS QUAD   -  LAARK (1988)
 CP3240
 CP3240                         *CURRENT SURVEY CONTROL
 CP3240  ___________________________________________________________________
 CP3240* NAD 83(1992)-  32 58 23.17559(N)    091 35 42.58342(W)     ADJUSTED  
 CP3240* NAVD 88     -        31.051  (meters)     101.87   (feet)  ADJUSTED  
 CP3240  ___________________________________________________________________
 CP3240  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CP3240  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3240  DYNAMIC HT  -          31.017 (meters)     101.76  (feet)  COMP
 CP3240  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 CP3240
 CP3240  HORZ ORDER  -  THIRD
 CP3240  VERT ORDER  -  SECOND    CLASS II
 CP3240
 CP3240.The horizontal coordinates were established by classical geodetic methods
 CP3240.and adjusted by the National Geodetic Survey in September 1999..
 CP3240.No horizontal observational check was made to the station.
 CP3240
 CP3240.The orthometric height was determined by differential leveling
 CP3240.and adjusted by the National Geodetic Survey in June 1991..
 CP3240
 CP3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3240
 CP3240.The geoid height was determined by GEOID03.
 CP3240
 CP3240.The dynamic height is computed by dividing the NAVD 88
 CP3240.geopotential number by the normal gravity value computed on the
 CP3240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3240.degrees latitude (g = 980.6199 gals.).
 CP3240
 CP3240.The modeled gravity was interpolated from observed gravity values.
 CP3240
 CP3240;                    North         East     Units Scale Factor Converg.
 CP3240;SPC LA N     -   274,575.743 1,084,591.804   MT  1.00008425   +0 28 42.2
 CP3240;SPC LA N     -   900,837.25  3,558,364.94   sFT  1.00008425   +0 28 42.2
 CP3240;UTM  15      - 3,649,181.321   631,279.314   MT  0.99981250   +0 45 52.9
 CP3240
 CP3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3240!SPC LA N     -   0.99999919  x   1.00008425  =   1.00008344
 CP3240!UTM  15      -   0.99999919  x   0.99981250  =   0.99981169
 CP3240
 CP3240                          SUPERSEDED SURVEY CONTROL
 CP3240
 CP3240  NAD 83(1992)-  32 58 23.17668(N)    091 35 42.58104(W) AD(       ) 3
 CP3240  NAD 83(1986)-  32 58 23.18868(N)    091 35 42.57679(W) AD(       ) 3
 CP3240  NGVD 29 (11/02/92)   31.10   (m)          102.0    (f) LEVELING    3  
 CP3240
 CP3240.Superseded values are not recommended for survey control.
 CP3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3240.See file dsdata.txt to determine how the superseded data were derived.
 CP3240
 CP3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3127949181(NAD 83)
 CP3240_MARKER: DR = REFERENCE MARK DISK
 CP3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3240_SP_SET: CONCRETE POST
 CP3240_STAMPING: HARRY RM 1 1970
 CP3240_MARK LOGO: LADH  
 CP3240_PROJECTION: PROJECTING 3 CENTIMETERS
 CP3240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3240+STABILITY: SURFACE MOTION
 CP3240
 CP3240  HISTORY     - Date     Condition        Report By
 CP3240  HISTORY     - 1970     MONUMENTED       LADH
 CP3240  HISTORY     - 1986     GOOD             LADTD
 CP3240
 CP3240                          STATION DESCRIPTION
 CP3240
 CP3240'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3240'28.2 KM (17.6 MI) WEST FROM KILBOURNE.
 CP3240'12 6 KM (7.8 MI) WEST ON STATE HIGHWAY 585 FROM THE JUNCTION OF
 CP3240'STATE HIGHWAYS 585 AND 17 IN KILBOURNE TO THE JUNCTION OF STATE
 CP3240'HIGHWAYS 585 AND 835, THENCE WEST (RIGHT) ON STATE HIGHWAY 835 FOR
 CP3240'15.6 KM (9.7 MI) TO THE REFERENCE MARK ON THE SOUTH SIDE OF THE
 CP3240'HIGHWAY, 49.1 METERS (161 FEET) SOUTH OF THE CENTER OF THE HIGHWAY,
 CP3240'20.9 METERS (68.5 FEET) SOUTH-SOUTHWEST OF THE CORNER OF AN OLD STORE,
 CP3240'17.8 METERS (58.5 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH
 CP3240'AND 17.1 METERS (56 FEET) SOUTH OF A POWER POLE.
 CP3240'THE MARK IS 4.57 METERS  N FROM  24-INCH SWEETGUM TREE
 CP3240'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2388 ***********************************************************************
 AU2388  DESIGNATION -  HARRY WILLIAMS SAWDUST BURNER
 AU2388  PID         -  AU2388
 AU2388  STATE/COUNTY-  LA/ST MARY
 AU2388  USGS QUAD   -  PATTERSON (1994)
 AU2388
 AU2388                         *CURRENT SURVEY CONTROL
 AU2388  ___________________________________________________________________
 AU2388* NAD 83(1992)-  29 42 29.17943(N)    091 18 02.01934(W)     ADJUSTED  
 AU2388* NAVD 88     -                                                        
 AU2388  **This station is located in a subsidence area (see below).
 AU2388  ___________________________________________________________________
 AU2388  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2388  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AU2388
 AU2388  HORZ ORDER  -  THIRD
 AU2388
 AU2388.The horizontal coordinates were established by classical geodetic methods
 AU2388.and adjusted by the National Geodetic Survey in January 1993..
 AU2388
 AU2388 ** The orthometric height has not been validated since last determined
 AU2388 ** by differential leveling and should not be used for control purposes.
 AU2388 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2388 ** area with valid NAVD 88 orthometric heights.
 AU2388 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2388 ** epoch indicated which incorporates improved geoid heights for the
 AU2388 ** Southern Louisiana Subsidence area.
 AU2388 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2388
 AU2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2388
 AU2388.The geoid height was determined by GEOID03.
 AU2388
 AU2388;                    North         East     Units Scale Factor Converg.
 AU2388;SPC LA S     -   133,912.615 1,003,171.106   MT  0.99993872   +0 00 59.0
 AU2388;SPC LA S     -   439,344.97  3,291,237.20   sFT  0.99993872   +0 00 59.0
 AU2388;UTM  15      - 3,287,650.270   664,396.871   MT  0.99993347   +0 50 32.6
 AU2388
 AU2388                          SUPERSEDED SURVEY CONTROL
 AU2388
 AU2388  NAD 83(1986)-  29 42 29.20533(N)    091 18 02.01940(W) AD(       ) 4
 AU2388  NAD 27      -  29 42 28.45200(N)    091 18 01.63900(W) AD(       ) 3
 AU2388
 AU2388.Superseded values are not recommended for survey control.
 AU2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2388.See file dsdata.txt to determine how the superseded data were derived.
 AU2388
 AU2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6439787650(NAD 83)
 AU2388
 AU2388  HISTORY     - Date     Condition        Report By
 AU2388  HISTORY     - UNK      MONUMENTED
 AU2388  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AU2388
 AU2388                          STATION DESCRIPTION
 AU2388
 AU2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2388'LOST.  THE HARRY WILLIAMS SAWMILL HAS BEEN ABANDONED AND THE ONLY
 AU2388'PART OF THE STRUCTURE REMAINING IS THE CONCRETE SHELL OF THE
 AU2388'BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2389 ***********************************************************************
 AU2389  DESIGNATION -  HARRY WILLIAMS SAWMILL TANK
 AU2389  PID         -  AU2389
 AU2389  STATE/COUNTY-  LA/ST MARY
 AU2389  USGS QUAD   -  PATTERSON (1994)
 AU2389
 AU2389                         *CURRENT SURVEY CONTROL
 AU2389  ___________________________________________________________________
 AU2389* NAD 83(1992)-  29 42 28.88221(N)    091 18 03.25162(W)     ADJUSTED  
 AU2389* NAVD 88     -                                                        
 AU2389  **This station is located in a subsidence area (see below).
 AU2389  ___________________________________________________________________
 AU2389  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2389  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AU2389
 AU2389  HORZ ORDER  -  THIRD
 AU2389
 AU2389.The horizontal coordinates were established by classical geodetic methods
 AU2389.and adjusted by the National Geodetic Survey in January 1993..
 AU2389
 AU2389 ** The orthometric height has not been validated since last determined
 AU2389 ** by differential leveling and should not be used for control purposes.
 AU2389 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2389 ** area with valid NAVD 88 orthometric heights.
 AU2389 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2389 ** epoch indicated which incorporates improved geoid heights for the
 AU2389 ** Southern Louisiana Subsidence area.
 AU2389 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2389
 AU2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2389
 AU2389.The geoid height was determined by GEOID03.
 AU2389
 AU2389;                    North         East     Units Scale Factor Converg.
 AU2389;SPC LA S     -   133,903.455 1,003,137.987   MT  0.99993872   +0 00 58.4
 AU2389;SPC LA S     -   439,314.92  3,291,128.55   sFT  0.99993872   +0 00 58.4
 AU2389;UTM  15      - 3,287,640.633   664,363.888   MT  0.99993333   +0 50 32.0
 AU2389
 AU2389                          SUPERSEDED SURVEY CONTROL
 AU2389
 AU2389  NAD 83(1986)-  29 42 28.90602(N)    091 18 03.25011(W) AD(       ) 4
 AU2389  NAD 27      -  29 42 28.16007(N)    091 18 02.87448(W) AD(       ) 3
 AU2389
 AU2389.Superseded values are not recommended for survey control.
 AU2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2389.See file dsdata.txt to determine how the superseded data were derived.
 AU2389
 AU2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6436487641(NAD 83)
 AU2389
 AU2389  HISTORY     - Date     Condition        Report By
 AU2389  HISTORY     - UNK      MONUMENTED
 AU2389  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AU2389
 AU2389                          STATION DESCRIPTION
 AU2389
 AU2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2389'NOT RECOVERED.  THE HARRY WILLIAMS SAWMILL HAS BEEN ABANDONED AND THE
 AU2389'PLANT IS NOW IN RUINS.  THE TANK HAS BEEN TORN DOWN.  IT WAS
 AU2389'REPORTED LOCALLY THAT THE CONCRETE FOOTINGS OF THE TANK ARE STILL IN
 AU2389'PLACE BUT NO SEARCH WAS MADE FOR THEM.  THEY WERE REPORTED TO BE
 AU2389'ABOUT 200 FEET NW OF THE RUINS OF THE CONCRETE BUILDINGS AND ABOUT
 AU2389'20 FEET SW OF THE ROAD LEADING TO THE PLANT, IN A THICK GROWTH OF
 AU2389'WEEDS AND BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3021 ***********************************************************************
 CP3021  DESIGNATION -  HART
 CP3021  PID         -  CP3021
 CP3021  STATE/COUNTY-  LA/RICHLAND
 CP3021  USGS QUAD   -  LIDDIEVILLE (1983)
 CP3021
 CP3021                         *CURRENT SURVEY CONTROL
 CP3021  ___________________________________________________________________
 CP3021* NAD 83(1992)-  32 12 46.34116(N)    091 49 48.95344(W)     ADJUSTED  
 CP3021* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 CP3021  ___________________________________________________________________
 CP3021  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CP3021  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP3021
 CP3021  HORZ ORDER  -  SECOND
 CP3021
 CP3021.The horizontal coordinates were established by classical geodetic methods
 CP3021.and adjusted by the National Geodetic Survey in January 1993..
 CP3021
 CP3021.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3021
 CP3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3021
 CP3021.The geoid height was determined by GEOID03.
 CP3021
 CP3021;                    North         East     Units Scale Factor Converg.
 CP3021;SPC LA N     -   190,110.792 1,063,133.778   MT  0.99992796   +0 21 14.7
 CP3021;SPC LA N     -   623,721.82  3,487,964.74   sFT  0.99992796   +0 21 14.7
 CP3021;UTM  15      - 3,564,631.297   610,235.036   MT  0.99974985   +0 37 25.0
 CP3021
 CP3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3021!SPC LA N     -   1.00000079  x   0.99992796  =   0.99992875
 CP3021!UTM  15      -   1.00000079  x   0.99974985  =   0.99975064
 CP3021
 CP3021|---------------------------------------------------------------------|
 CP3021| PID    Reference Object                     Distance      Geod. Az  |
 CP3021|                                                           dddmmss.s |
 CP3021| CP3020 HART A LDH 1971                      10.680 METERS 02107     |
 CP3021| CY3746 HART RM 1                            15.488 METERS 04027     |
 CP3021| CY3747 HART RM 2                            12.028 METERS 30436     |
 CP3021| CY3745 HART AZ MK                                         3091317.5 |
 CP3021| CP3063 MANGHAM ATT MICROWAVE KGP 66        APPROX.11.7 KM 3415548.0 |
 CP3021|---------------------------------------------------------------------|
 CP3021
 CP3021                          SUPERSEDED SURVEY CONTROL
 CP3021
 CP3021  NAD 83(1986)-  32 12 46.35489(N)    091 49 48.94634(W) AD(       ) 2
 CP3021  NAD 27      -  32 12 45.80997(N)    091 49 48.48475(W) AD(       ) 2
 CP3021  NGVD 29 (07/19/86)   21.1    (m)           69.     (f) VERT ANG       
 CP3021
 CP3021.Superseded values are not recommended for survey control.
 CP3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3021.See file dsdata.txt to determine how the superseded data were derived.
 CP3021
 CP3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1023564631(NAD 83)
 CP3021_MARKER: DD = SURVEY DISK
 CP3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3021
 CP3021  HISTORY     - Date     Condition        Report By
 CP3021  HISTORY     - 1971     MONUMENTED       LADTD
 CP3021
 CP3021                          STATION DESCRIPTION
 CP3021
 CP3021'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3021'THE STATION IS LOCATED 7 MILES SOUTHWEST OF MANGHAM, 7 MILES
 CP3021'NORTHWEST OF WINNSBORO AND 5 MILES NORTH OF LIDDIEVILLE, IN THE
 CP3021'NORTHWEST 1/4 OF SECTION 11, T14N, R6E, AND ON THE PROPERTY OWNED
 CP3021'BY MR. LEO HART, ADDRESS ROUTE 2, WINNSBORO, TELEPHONE 435-5557.
 CP3021'
 CP3021'TO REACH THE STATION FROM THE WINNSBORO CITY HALL ON STATE
 CP3021'HIGHWAY 15, DRIVE NORTH ON STATE HIGHWAY 15 FOR 0.3 MILE TO THE
 CP3021'INTERSECTION OF STATE HIGHWAYS 618 AND 130, TURN LEFT ON STATE
 CP3021'HIGHWAYS 618 AND 130 AND GO 0.3 MILE TO Y, BEAR RIGHT AND GO
 CP3021'NORTHWEST ALONG STATE HIGHWAY 618 FOR 5.7 MILES TO INTERSECTION
 CP3021'AT STATE HIGHWAY 135, BEAR RIGHT ON STATE HIGHWAY 135 AND GO
 CP3021'NORTHWEST FOR 1.5 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT
 CP3021'AND GO 0.2 MILE TO THE STATION ON THE RIGHT NEAR A FENCE.
 CP3021'
 CP3021'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG STATE
 CP3021'HIGHWAY 135 FOR 0.3 MILE TO A CURVE BEARING NORTH.  THE MARK IS
 CP3021'SET ON THE LEFT AND WEST OF THE ROAD NEAR A FENCE.
 CP3021'
 CP3021'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3021'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3021'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3021'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3021'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3021'SURFACE.  THEY ARE STAMPED HART 1971.  THE MARK IS 62 FEET
 CP3021'NORTH-NORTHEAST OF THE CENTER OF A METAL GATE, 41 FEET
 CP3021'EAST-SOUTHEAST OF A 10 INCH PERSIMMON TREE, 20 FEET SOUTHEAST
 CP3021'OF THE CENTER OF A GRAVEL ROAD AND 2 FEET EAST-SOUTHEAST OF A
 CP3021'FENCE.
 CP3021'
 CP3021'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3021'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3021'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3021'GROUND.  IT IS STAMPED HART R.M. 1 1971.  IT IS 113 FEET
 CP3021'NORTHEAST OF THE CENTER OF A METAL FIELD GATE, 73 FEET EAST OF
 CP3021'A 10 INCH PERSIMMON TREE, 20 FEET SOUTHEAST OF THE CENTER OF A
 CP3021'GRAVEL ROAD, AND 1.5 FEET EAST-SOUTHEAST OF A FENCE.
 CP3021'
 CP3021'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3021'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3021'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3021'GROUND.  IT IS STAMPED HART R.M. 2 1971.  IT IS 160 FEET
 CP3021'NORTHEAST OF A POWER POLE WITH METER LOOP, 69 FEET NORTH OF THE
 CP3021'CENTER OF A METAL FIELD GATE, 37 FEET NORTHWEST OF A FENCE, 19
 CP3021'FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, AND 6 FEET
 CP3021'NORTHEAST OF A 10 INCH PERSIMMON TREE.
 CP3021'
 CP3021'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3021'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3021'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3021'SURFACE.  IT IS STAMPED HART AZ. MK. 1971.  IT IS 39 FEET
 CP3021'WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 135, 11 FEET
 CP3021'SOUTH-SOUTHEAST OF THE CENTER OF A FIELD ROAD, 8 FEET WEST OF
 CP3021'THE SOUTHEND OF A METAL CULVERT, 3 FEET EAST OF A FENCE, AND
 CP3021'2 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CP3021'
 CP3021'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3065 ***********************************************************************
 BX3065  DESIGNATION -  HART
 BX3065  PID         -  BX3065
 BX3065  STATE/COUNTY-  LA/SABINE
 BX3065  USGS QUAD   -  MANY (1994)
 BX3065
 BX3065                         *CURRENT SURVEY CONTROL
 BX3065  ___________________________________________________________________
 BX3065* NAD 83(1992)-  31 32 49.94235(N)    093 29 23.63166(W)     ADJUSTED  
 BX3065* NAVD 88     -        96.5    (meters)     317.     (feet)  VERTCON   
 BX3065  ___________________________________________________________________
 BX3065  X           -    -331,180.456 (meters)                     COMP
 BX3065  Y           -  -5,430,465.857 (meters)                     COMP
 BX3065  Z           -   3,317,785.401 (meters)                     COMP
 BX3065  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 BX3065  ELLIP HEIGHT-          70.07  (meters)          (01/02/04) GPS OBS
 BX3065  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX3065
 BX3065  HORZ ORDER  -  THIRD
 BX3065  ELLP ORDER  -  FOURTH    CLASS II
 BX3065
 BX3065.This mark is at Hart Airport (3R4)
 BX3065
 BX3065.The horizontal coordinates were established by GPS observations
 BX3065.and adjusted by the National Geodetic Survey in January 1993..
 BX3065
 BX3065.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3065
 BX3065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3065
 BX3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3065
 BX3065.The ellipsoidal height was determined by GPS observations
 BX3065.and is referenced to NAD 83.
 BX3065
 BX3065.The geoid height was determined by GEOID03.
 BX3065
 BX3065;                    North         East     Units Scale Factor Converg.
 BX3065;SPC LA N     -   116,538.610   906,012.071   MT  0.99993552   -0 31 24.1
 BX3065;SPC LA N     -   382,343.76  2,972,474.60   sFT  0.99993552   -0 31 24.1
 BX3065;UTM  15      - 3,490,352.717   453,500.331   MT  0.99962667   -0 15 22.8
 BX3065
 BX3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3065!SPC LA N     -   0.99998900  x   0.99993552  =   0.99992452
 BX3065!UTM  15      -   0.99998900  x   0.99962667  =   0.99961567
 BX3065
 BX3065                          SUPERSEDED SURVEY CONTROL
 BX3065
 BX3065  ELLIP H (01/21/93)   70.17   (m)                       GP(       ) 4 2
 BX3065  NAD 83(1986)-  31 32 49.95959(N)    093 29 23.62229(W) AD(       ) 3
 BX3065  NAD 27      -  31 32 49.33085(N)    093 29 22.98879(W) AD(       ) 3
 BX3065  NGVD 29 (11/20/87)   96.6    (m)          317.     (f) GPS OBS        
 BX3065
 BX3065.Superseded values are not recommended for survey control.
 BX3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3065.See file dsdata.txt to determine how the superseded data were derived.
 BX3065
 BX3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5350090353(NAD 83)
 BX3065_MARKER: DH = HORIZONTAL CONTROL DISK
 BX3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX3065_STAMPING: HART 1986
 BX3065_MARK LOGO: NGS   
 BX3065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3065+STABILITY: SURFACE MOTION
 BX3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3065+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1995
 BX3065
 BX3065  HISTORY     - Date     Condition        Report By
 BX3065  HISTORY     - 1986     MONUMENTED       LADTD
 BX3065  HISTORY     - 19870401 GOOD
 BX3065  HISTORY     - 19950719 GOOD             LADTD
 BX3065  HISTORY     - 20010331 GOOD             NGS
 BX3065  HISTORY     - 20010922 GOOD             USPSQD
 BX3065
 BX3065                          STATION DESCRIPTION
 BX3065
 BX3065'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BX3065'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTHWEST OF MANY, AT
 BX3065'THE HART AIRPORT NEAR THE WEST END OF THE RUNWAY.
 BX3065'OWNERSHIP--CITY OF MANY, FOR ENTRANCE INTO THE AIRFIELD CONTACT MR.
 BX3065'RUBEN WOODLE, MANY, LA., TELEPHONE 318-256-5957.
 BX3065'
 BX3065'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 NORTH
 BX3065'AND 6 IN MANY, GO SOUTHWEST ON HIGHWAY 6 FOR 2.9 KM (1.8 MI) TO A
 BX3065'PARISH ROAD. TURN LEFT, EAST, TOWARD TIMBER APARTMENT FOR 1.1 KM
 BX3065'(0.7 MI) TO A Y JUNCTION. TURN LEFT, NORTH FOR 0.5 KM (0.3 MI) TO
 BX3065'THE ENTRANCE GATE INTO THE HART AIRPORT, GO NORTHEAST ALONG THE
 BX3065'BLACKTOP ROAD LEADING TO THE APPROACH RAMP, THEN RIGHT, SOUTH FOR
 BX3065'0.1 KM (0.05 MI) TO THE RUNWAY AND THE STATION SOUTH AND ACROSS THE
 BX3065'RUNWAY, NEAR THE WEST END OF RUNWAY.
 BX3065'
 BX3065'THE STATION IS A STANDARD NGS DISK
 BX3065'STAMPED---HART 1986---,
 BX3065'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX3065'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 BX3065'27.4 METERS (90 FT) NORTH-NORTHWEST FROM A WIND TEE,
 BX3065'18 METERS (59 FT) SOUTH FROM THE CENTER END OF THE RUNWAY,
 BX3065'16.8 METERS (55 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE RUNWAY,
 BX3065'11.6 METERS (38 FT) EAST FROM A 12-INCH SUPPORT BOX FOR A LIGHT AND
 BX3065'9.4 METERS (31 FT) SOUTHEAST FROM A RED AND BLUE DOME LIGHT.
 BX3065'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BX3065'STAMPED---HART 1986---,
 BX3065'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BX3065'
 BX3065'DESCRIBED BY RICHARD COPP.
 BX3065
 BX3065                          STATION RECOVERY (1987)
 BX3065
 BX3065'RECOVERED 1987
 BX3065'RECOVERED IN GOOD CONDITION.
 BX3065
 BX3065                          STATION RECOVERY (1995)
 BX3065
 BX3065'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BX3065'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF ZWOLLE, 6.0
 BX3065'MI (9.7 KM) NORTH-NORTHWEST OF FLORIEN AND 1.0 MI (1.6 KM) SOUTHWEST
 BX3065'OF MANY, AT THE HART AIRPORT.  OWNERSHIP--CITY OF MANY, FOR ENTRANCE
 BX3065'INTO THE AIRFIELD CONTACT MR.  GARY HANSON, PHONE 318-256-5857. TO
 BX3065'REACH THE STATION FROM THE NORTH JUNCTION OF U.S.  HIGHWAY 171 AND
 BX3065'STATE HIGHWAY 6 IN MANY, GO SOUTHWEST FOR 1.8 MI (2.9 KM) ON HIGHWAY 6
 BX3065'TO THE JUNCTION WITH A PARISH ROAD, TURN LEFT AND GO EAST FOR 0.7 MI
 BX3065'(1.1 KM) TOWARDS TIMBER APARTMENT ON THE PARISH ROAD TO A Y-JUNCTION,
 BX3065'TURN LEFT AND GO NORTH FOR 0.3 MI (0.5 KM) ON A PAVED ROAD TO THE
 BX3065'JUNCTION WITH THE ENTRANCE GATE INTO THE AIRPORT, CONTINUE NORTHEAST
 BX3065'FOR 0.05 MI (0.08 KM) ALONG THE BLACKTOP ROAD LEADING TO THE APPROACH
 BX3065'RAMP, TURN RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) ON THE APPROACH
 BX3065'RAMP TO THE JUNCTION WITH THE RUNWAY AND THE STATION SET SOUTH AND
 BX3065'ACROSS THE RUNWAY, NEAR THE WEST END OF THE RUNWAY, 90.0 FT (27.4 M)
 BX3065'NORTH-NORTHEAST FROM A WIND TEE, 59.0 FT (18.0 M) SOUTH FROM THE
 BX3065'CENTER END OF THE RUNWAY, 55.0 FT (16.8 M) SOUTH-SOUTHEAST FROM THE
 BX3065'CENTER OF THE RUNWAY, 38.0 FT (11.6 M) EAST FROM A 12-INCH SUPPORT BOX
 BX3065'FOR A LIGHT, 31.0 FT (9.4 M) SOUTHEAST FROM A RED AND BLUE DOME LIGHT,
 BX3065'FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 BX3065
 BX3065                          STATION RECOVERY (2001)
 BX3065
 BX3065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3065
 BX3065                          STATION RECOVERY (2001)
 BX3065
 BX3065'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX3065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3064 ***********************************************************************
 BX3064  DESIGNATION -  HART AZ MK
 BX3064  PID         -  BX3064
 BX3064  STATE/COUNTY-  LA/SABINE
 BX3064  USGS QUAD   -  MANY (1994)
 BX3064
 BX3064                         *CURRENT SURVEY CONTROL
 BX3064  ___________________________________________________________________
 BX3064* NAD 83(1992)-  31 32 30.27412(N)    093 28 45.42802(W)     ADJUSTED  
 BX3064* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 BX3064  ___________________________________________________________________
 BX3064  X           -    -330,193.698 (meters)                     COMP
 BX3064  Y           -  -5,430,840.583 (meters)                     COMP
 BX3064  Z           -   3,317,267.375 (meters)                     COMP
 BX3064  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 BX3064  ELLIP HEIGHT-          66.71  (meters)          (01/02/04) GPS OBS
 BX3064  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX3064
 BX3064  HORZ ORDER  -  THIRD
 BX3064  ELLP ORDER  -  FOURTH    CLASS II
 BX3064
 BX3064.This mark is at Hart Airport (3R4)
 BX3064
 BX3064.The horizontal coordinates were established by GPS observations
 BX3064.and adjusted by the National Geodetic Survey in January 1993..
 BX3064
 BX3064.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3064
 BX3064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3064
 BX3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3064
 BX3064.The ellipsoidal height was determined by GPS observations
 BX3064.and is referenced to NAD 83.
 BX3064
 BX3064.The geoid height was determined by GEOID03.
 BX3064
 BX3064;                    North         East     Units Scale Factor Converg.
 BX3064;SPC LA N     -   115,923.744   907,014.161   MT  0.99993613   -0 31 03.9
 BX3064;SPC LA N     -   380,326.48  2,975,762.29   sFT  0.99993613   -0 31 03.9
 BX3064;UTM  15      - 3,489,742.717   454,504.964   MT  0.99962553   -0 15 02.6
 BX3064
 BX3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3064!SPC LA N     -   0.99998952  x   0.99993613  =   0.99992566
 BX3064!UTM  15      -   0.99998952  x   0.99962553  =   0.99961506
 BX3064
 BX3064                          SUPERSEDED SURVEY CONTROL
 BX3064
 BX3064  ELLIP H (01/21/93)   66.82   (m)                       GP(       ) 4 2
 BX3064  NAD 83(1986)-  31 32 30.29137(N)    093 28 45.41863(W) AD(       ) 3
 BX3064  NAD 27      -  31 32 29.66216(N)    093 28 44.78616(W) AD(       ) 3
 BX3064  NGVD 29 (11/20/87)   93.3    (m)          306.     (f) GPS OBS        
 BX3064
 BX3064.Superseded values are not recommended for survey control.
 BX3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3064.See file dsdata.txt to determine how the superseded data were derived.
 BX3064
 BX3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5450589743(NAD 83)
 BX3064_MARKER: DZ = AZIMUTH MARK DISK
 BX3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX3064_STAMPING: HART 1986
 BX3064_MARK LOGO: NGS   
 BX3064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3064+STABILITY: SURFACE MOTION
 BX3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3064+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1995
 BX3064
 BX3064  HISTORY     - Date     Condition        Report By
 BX3064  HISTORY     - 1986     MONUMENTED       LADTD
 BX3064  HISTORY     - 19870331 GOOD
 BX3064  HISTORY     - 19950719 GOOD             LADTD
 BX3064  HISTORY     - 20010331 GOOD             NGS
 BX3064  HISTORY     - 20010922 GOOD             USPSQD
 BX3064
 BX3064                          STATION DESCRIPTION
 BX3064
 BX3064'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BX3064'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTHWEST OF MANY, AT
 BX3064'THE HART AIRPORT NEAR THE SOUTH END OF RUNWAY.
 BX3064'OWNERSHIP--CITY OF MANY, FOR ENTRANCE INTO THE AIRFIELD CONTACT MR.
 BX3064'RUBEN WOODLE, MANY, LA., TELEPHONE 318-256-5957.
 BX3064'
 BX3064'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 NORTH
 BX3064'AND 6 IN MANY, GO SOUTHWEST ALONG HIGHWAY FOR 2.9 KM (1.8 MI) TO A
 BX3064'PARISH ROAD. TURN LEFT, EAST TOWARD TIMBER APARTMENT FOR 1.1 KM
 BX3064'(0.7 MI) TO A Y JUNCTION. TURN LEFT, NORTH FOR 0.5 KM (0.3 MI) TO
 BX3064'THE ENTRANCE INTO HART AIRPORT, GO NORTHEAST ALONG THE BLACKTOP
 BX3064'ROAD LEADING TO THE APPROACH RAMP, THEN RIGHT, SOUTH FOR 0.1 KM
 BX3064'(0.05 MI) TO THE RUNWAY, THEN RIGHT, EAST FOR 1.2 KM (0.75 MI) TO
 BX3064'THE STATION ON THE RIGHT, NEAR A VASI LIGHT.
 BX3064'
 BX3064'THE STATION IS A STANDARD NGS DISK
 BX3064'STAMPED---HART 1986---,
 BX3064'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX3064'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 BX3064'41.6 METERS (136.5 FT) WEST FROM THE CENTER END OF THE RUNWAY,
 BX3064'19.2 METERS (63 FT) SOUTHEAST FROM A CLEAR DOME LIGHT,
 BX3064'17.4 METERS (57 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE RUNWAY
 BX3064'AND
 BX3064'6.1 METERS (20 FT) NORTH-NORTHWEST FROM A VASI LIGHT.
 BX3064'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BX3064'STAMPED---HART 1986---,
 BX3064'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BX3064'
 BX3064'DESCRIBED BY RICHARD COPP.
 BX3064
 BX3064                          STATION RECOVERY (1987)
 BX3064
 BX3064'RECOVERED 1987
 BX3064'RECOVERED IN GOOD CONDITION.
 BX3064
 BX3064                          STATION RECOVERY (1995)
 BX3064
 BX3064'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BX3064'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF ZWOLLE, 6.0
 BX3064'MI (9.7 KM) NORTH-NORTHWEST OF FLORIEN AND 1.0 MI (1.6 KM) SOUTHWEST
 BX3064'OF MANY, AT THE HART AIRPORT.  OWNERSHIP--CITY OF MANY, FOR ENTRANCE
 BX3064'INTO THE AIRFIELD CONTACT MR.  GARY HANSON, PHONE 318-256-5857. TO
 BX3064'REACH THE STATION FROM THE NORTH JUNCTION OF U.S.  HIGHWAY 171 AND
 BX3064'STATE HIGHWAY 6 IN MANY, GO SOUTHWEST FOR 1.8 MI (2.9 KM) ON HIGHWAY 6
 BX3064'TO THE JUNCTION WITH A PARISH ROAD, TURN LEFT AND GO EAST FOR 0.7 MI
 BX3064'(1.1 KM) TOWARDS TIMBER APARTMENT ON THE PARISH ROAD TO A Y-JUNCTION,
 BX3064'TURN LEFT AND GO NORTH FOR 0.3 MI (0.5 KM) ON A PAVED ROAD TO THE
 BX3064'JUNCTION WITH THE ENTRANCE GATE INTO THE AIRPORT, CONTINUE NORTHEAST
 BX3064'FOR 0.05 MI (0.08 KM) ALONG THE BLACKTOP ROAD LEADING TO THE APPROACH
 BX3064'RAMP, TURN RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) ON THE APPROACH
 BX3064'RAMP TO THE JUNCTION WITH THE RUNWAY, TURN LEFT AND GO EAST FOR 0.75
 BX3064'MI (1.21 KM) ALONG THE RUNWAY TO THE STATION SET ON THE RIGHT. THE
 BX3064'STATION IS 136.5 FT (41.6 M) WEST FROM THE CENTER END OF THE RUNWAY,
 BX3064'63.0 FT (19.2 M) SOUTHEAST FROM A CLEAR DOME RUNWAY LIGHT, 57.0 FT
 BX3064'(17.4 M) SOUTH-SOUTHEAST FROM THE CENTER OF THE RUNWAY, FLUSH WITH THE
 BX3064'GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 BX3064
 BX3064                          STATION RECOVERY (2001)
 BX3064
 BX3064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3064'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX3064
 BX3064                          STATION RECOVERY (2001)
 BX3064
 BX3064'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX3064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2619 ***********************************************************************
 AB2619  DESIGNATION -  HARVEY
 AB2619  PID         -  AB2619
 AB2619  STATE/COUNTY-  LA/JEFFERSON
 AB2619  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AB2619
 AB2619                         *CURRENT SURVEY CONTROL
 AB2619  ___________________________________________________________________
 AB2619* NAD 83(1992)-  29 54 29.59265(N)    090 05 02.76050(W)     ADJUSTED  
 AB2619* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AB2619  **This station is located in a subsidence area (see below).
 AB2619  ___________________________________________________________________
 AB2619  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AB2619  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AB2619  DYNAMIC HT  -           2.1   (meters)       7.    (feet)  COMP
 AB2619  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 AB2619
 AB2619  HORZ ORDER  -  FIRST
 AB2619
 AB2619.The horizontal coordinates were established by classical geodetic methods
 AB2619.and adjusted by the National Geodetic Survey in January 1993..
 AB2619
 AB2619 ** The orthometric height has not been validated since last determined
 AB2619 ** by differential leveling and should not be used for control purposes.
 AB2619 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AB2619 ** area with valid NAVD 88 orthometric heights.
 AB2619 ** The geoid height was determined by a new realization of GEOID03 for the
 AB2619 ** epoch indicated which incorporates improved geoid heights for the
 AB2619 ** Southern Louisiana Subsidence area.
 AB2619 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AB2619.The orthometric height was scaled from a topographic map.
 AB2619
 AB2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2619
 AB2619.The geoid height was determined by GEOID03.
 AB2619
 AB2619.The dynamic height is computed by dividing the NAVD 88
 AB2619.geopotential number by the normal gravity value computed on the
 AB2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2619.degrees latitude (g = 980.6199 gals.).
 AB2619
 AB2619.The modeled gravity was interpolated from observed gravity values.
 AB2619
 AB2619;                    North         East     Units Scale Factor Converg.
 AB2619;SPC LA S     -   156,750.790 1,120,633.431   MT  0.99992704   +0 37 28.7
 AB2619;SPC LA S     -   514,273.22  3,676,611.51   sFT  0.99992704   +0 37 28.7
 AB2619;UTM  15      - 3,312,189.671   781,551.764   MT  1.00057817   +1 27 17.5
 AB2619
 AB2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2619!SPC LA S     -   1.00000375  x   0.99992704  =   0.99993079
 AB2619!UTM  15      -   1.00000375  x   1.00057817  =   1.00058192
 AB2619
 AB2619|---------------------------------------------------------------------|
 AB2619| PID    Reference Object                     Distance      Geod. Az  |
 AB2619|                                                           dddmmss.s |
 AB2619| AU0964 HARVEY RM 3                          45.994 METERS 06508     |
 AB2619| AU2680 HARVEY WATER TANK                   APPROX. 1.0 KM 0862523.0 |
 AB2619| AU2692 GRETNA TV STA WWL MAST              APPROX. 4.3 KM 0923649.3 |
 AB2619| AT1346 WOOD PULP MILL TALL WHITE STK       APPROX.14.4 KM 1093409.7 |
 AB2619| AT1345 WOOD PULP MILL BLACK WATER TK       APPROX.14.3 KM 1093851.9 |
 AB2619| AU2670 HARVEY RM 4                          12.325 METERS 16208     |
 AB2619| DD7187 HARVEY RM 1                         104.600 METERS 20431     |
 AB2619| AU2659 HARVEY BRER RABBIT TANK             APPROX. 1.0 KM 2613338.3 |
 AB2619| AU0963 HARVEY RM 2                          32.900 METERS 33407     |
 AB2619| AU0965 1601                                158.224 METERS 35635     |
 AB2619|---------------------------------------------------------------------|
 AB2619
 AB2619                          SUPERSEDED SURVEY CONTROL
 AB2619
 AB2619  NAD 83(1986)-  29 54 29.60807(N)    090 05 02.76083(W) AD(       ) 1
 AB2619  NAD 27      -  29 54 28.86896(N)    090 05 02.50157(W) AD(       ) 1
 AB2619
 AB2619.Superseded values are not recommended for survey control.
 AB2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2619.See file dsdata.txt to determine how the superseded data were derived.
 AB2619
 AB2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8155212190(NAD 83)
 AB2619_MARKER: DS = TRIANGULATION STATION DISK
 AB2619_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AB2619_STAMPING: HARVEY 1930
 AB2619_MARK LOGO: CGS   
 AB2619_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2619+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1994
 AB2619
 AB2619  HISTORY     - Date     Condition        Report By
 AB2619  HISTORY     - 1930     MONUMENTED       CGS
 AB2619  HISTORY     - 1934     GOOD             CGS
 AB2619  HISTORY     - 1966     GOOD             CGS
 AB2619  HISTORY     - 1984     MARK NOT FOUND   NGS
 AB2619  HISTORY     - 19941123 GOOD             NGS
 AB2619
 AB2619                          STATION DESCRIPTION
 AB2619
 AB2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 AB2619'STATION IS ACROSS THE RIVER FROM NEW ORLEANS, IN THE TOWN OF
 AB2619'HARVEY, ON THE W SIDE OF THE HARVEY CANAL LOCKS RESERVATION, W
 AB2619'OF THE NEW LOCK (UNDER CONSTRUCTION), ON THE E SIDE OF THE ROAD
 AB2619'LEADING FROM THE FERRY LANDING S ALONG THE W SIDE OF THE
 AB2619'RESERVATION, 13 METERS (43 FEET) E OF THE CENTER LINE OF THE
 AB2619'ROAD, 75 METERS (246 FEET) N OF THE HARVEY POST OFFICE, 37.8
 AB2619'METERS (124 FEET) N OF THE N RAIL OF THE TEXAS AND PACIFIC
 AB2619'RAILWAY, AND 8.4 METERS (28 FEET) E OF THE LINE OF TELEPHONE
 AB2619'POLES.
 AB2619'
 AB2619'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 2 ARE STANDARD
 AB2619'BRONZE DISKS SET IN CONCRETE.
 AB2619'
 AB2619'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AB2619'SIDEWALK ON THE CORNER OF FOURTH STREET AND DESTREHAN AVENUE AND
 AB2619'104.6 METERS (343 FEET) FROM THE STATION S 24 DEG 29 MIN W.
 AB2619'
 AB2619'REFERENCE MARK NO. 2, IS 7.6 METERS (25 FEET) E OF THE CENTER
 AB2619'LINE OF THE ROAD AND 32.9 METERS (108 FEET) FROM THE STATION
 AB2619'N 25 DEG 53 MIN E.
 AB2619
 AB2619                          STATION RECOVERY (1934)
 AB2619
 AB2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AB2619'THE STATION RECOVERED AS DESCRIBED, ALL MARKS FOUND TO BE IN
 AB2619'GOOD CONDITION.  THE STATION MARK IS MARRED DUE TO HEAVY TRAFFIC
 AB2619'OF TRUCKS, BUT APPARENTLY HAS NOT MOVED.
 AB2619'
 AB2619'THE STATION IS ON THE W OF THE HARVEY CANAL LOCKS RESERVATION,
 AB2619'96.19 FEET SW OF THE W WING WALL OF THE HARVEY LOCK, 69.6 FEET
 AB2619'N OF THE NW CORNER OF YAZOO AND MISSISSIPPI VALLEY RAILROAD
 AB2619'BUILDING.
 AB2619'
 AB2619'REFERENCE MARK NO. 1 IS IN THE SIDEWALK ON THE CORNER OF 4TH
 AB2619'STREET AND DESTREHAN AVENUE, HARVEY, LOUISIANA, 8.07 METERS (26.5
 AB2619'FEET) S OF THE CENTERLINE OF U.S. HIGHWAY 90 (U.S. HIGHWAY 90 IS
 AB2619'THE SAME AS 4TH STREET).  UNABLE TO MEASURE, DUE TO OBSTRUCTION
 AB2619'IN WAY.
 AB2619'
 AB2619'REFERENCE MARK NO. 2 IS 3.246 METERS (10.65 FEET) E OF A
 AB2619'TELEPHONE POLE, AND 26 FEET E OF THE CENTER LINE OF SHELL ROAD
 AB2619'LEADING TO FERRY TO NEW ORLEANS.  (UNABLE TO MEASURE DUE TO
 AB2619'OBSTRUCTION.)
 AB2619
 AB2619                          STATION RECOVERY (1966)
 AB2619
 AB2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AB2619'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 AB2619'GOOD CONDITION EXCEPT REFERENCE MARK 2 COULD NOT BE MEASURED OR A
 AB2619'DIRECTION OBSERVED DUE TO SHRUBBERY ON LINE WHICH WE WERE NOT
 AB2619'ALLOW TO CUT.  THE STATION MARK IS IN A LOCATION WHERE A TOWER
 AB2619'COULD NOT BE BUILT.  REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS
 AB2619'TIME.  A TOWER WAS BUILT OVER IT AND THE OBSERVATIONS WERE MADE
 AB2619'FROM THIS POINT.  DUE TO VARIOUS CHANGED A COMPLETE NEW
 AB2619'DESCRIPTION FOLLOWS.
 AB2619'
 AB2619'THE STATION IS IN NORTH CENTRAL HARVEY, ON THE WEST SIDE OF THE
 AB2619'HARVEY CANAL LOCKS, ABOUT 700 FEET SOUTHWEST OF WHERE THE HARVEY
 AB2619'CANAL ENTERS THE MISSISSIPPI RIVER, 150 FEET NORTHWEST OF THE
 AB2619'TEXAS PACIFIC, MISSOURI PACIFIC AND SOUTHERN PACIFIC RAILROAD
 AB2619'DRAWBRIDGE OVER THE HARVEY CANAL AND ON GOVERNMENT PROPERTY.
 AB2619'
 AB2619'STATION MARK, A STANDARD DISK SET IN THE TOP OF AN 8 INCH
 AB2619'TERRACOTTA PIPE WHICH IS 10 INCHES BELOW THE SURFACE OF THE
 AB2619'GROUND.  THE DISK IS STAMPED HARVEY 1930.  IT IS 16 FEET NORTHEAST
 AB2619'OF THE CENTER OF A WIRE GATE, 10 FEET NORTHWEST OF THE CENTER OF A
 AB2619'DRIVEWAY, 5.3 FEET SOUTH-SOUTHEAST OF THE CENTER OF A SIDEWALK,
 AB2619'44.3 FEET EAST-NORTHEAST OF THE CENTER OF DESTREHAN AVENUE, 38
 AB2619'FEET NORTHWEST OF A 10 PINE TREE AND 151 FEET WEST-SOUTHWEST OF
 AB2619'THE SOUTHWEST END OF THE LOCKS.  THE UNDERGROUND MARK WAS NOT
 AB2619'INSPECTED.
 AB2619'
 AB2619'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARVEY NO 2 1930,
 AB2619'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 AB2619'IT IS 2 FEET EAST-NORTHEAST OF A CYCLONE FENCE, 3 FEET SOUTHWEST
 AB2619'OF A DRAINAGE DITCH AND 26 FEET EAST-NORTHEAST OF THE CENTER OF
 AB2619'DESTREHAN AVENUE.
 AB2619'
 AB2619'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HARVEY NO 3 1930
 AB2619'1934 1956, IS CEMENTED IN A DRILL HOLE IN THE NINTH STEP OF THE
 AB2619'CONCRETE STEPS LEADING TO THE SOUTHWEST CORNER OF THE HARVEY CANAL
 AB2619'LOCKS.
 AB2619'
 AB2619'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HARVEY NO 4 1930,
 AB2619'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 AB2619'OF THE GROUND.  IT IS 32 FEET SOUTHWEST OF A 10 INCH PINE TREE,
 AB2619'37 FEET NORTHEAST OF A FENCE CORNER, 33 FEET SOUTHEAST OF THE
 AB2619'CENTER OF A WIRE GATE, 45 FEET EAST-NORTHEAST OF THE CENTER OF
 AB2619'DESTREHAN AVENUE, 83 FEET NORTH-NORTHWEST OF THE NORTH RAIL OF
 AB2619'THE RAILROAD TRACK AND 165 FEET SOUTHWEST OF THE SOUTHWEST
 AB2619'CORNER OF THE HARVEY LOCKS.
 AB2619'
 AB2619'NO. 1601 (LA. GEOD. SURVEY) IS A STATE OF LOUISIANA GEODETIC
 AB2619'SURVEY DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALK AT THE
 AB2619'WEST SIDE OF THE HARVEY CANAL LOCKS.  IT IS 9 FEET SOUTHWEST OF
 AB2619'THE THIRD LIGHT POLE FROM THE NORTHWEST CORNER OF THE LOCKS,
 AB2619'11 FEET NORTH-NORTHWEST OF A MAN HOLE COVER AND 20.5 FEET
 AB2619'WEST-SOUTHWEST OF THE WEST WALL OF THE LOCKS.
 AB2619
 AB2619                          STATION RECOVERY (1984)
 AB2619
 AB2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB2619'MARK NOT FOUND.
 AB2619
 AB2619                          STATION RECOVERY (1994)
 AB2619
 AB2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB2619'0.1 KM (0.05 MI) NORTHERLY ALONG DESTREHAN AVENUE FROM THE JUNCTION OF
 AB2619'STATE HIGHWAY 18 IN HARVEY, IN A SMALL PARK ON THE WEST SIDE OF THE
 AB2619'HARVEY CANAL LOCK, 46.1 M (151.2 FT) WEST OF REFERENCE MARK 3, 33.0 M
 AB2619'(108.3 FT) SOUTH OF REFERENCE MARK 2, 13.5 M (44.3 FT) EAST OF THE
 AB2619'AVENUE CENTERLINE, 4.0 M (13.1 FT) EAST OF THE NORTH POST OF A GATE
 AB2619'LEADING TO THE PARK, 1.0 M (3.3 FT) SOUTH OF THE SOUTH EDGE OF A
 AB2619'SIDEWALK, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE AVENUE, AND THE
 AB2619'MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2659 ***********************************************************************
 AU2659  DESIGNATION -  HARVEY BRER RABBIT TANK
 AU2659  PID         -  AU2659
 AU2659  STATE/COUNTY-  LA/JEFFERSON
 AU2659  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2659
 AU2659                         *CURRENT SURVEY CONTROL
 AU2659  ___________________________________________________________________
 AU2659* NAD 83(1992)-  29 54 24.69949(N)    090 05 40.60306(W)     ADJUSTED  
 AU2659* NAVD 88     -                                                        
 AU2659  **This station is located in a subsidence area (see below).
 AU2659  ___________________________________________________________________
 AU2659  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2659  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2659
 AU2659  HORZ ORDER  -  THIRD
 AU2659
 AU2659.The horizontal coordinates were established by classical geodetic methods
 AU2659.and adjusted by the National Geodetic Survey in January 1993..
 AU2659
 AU2659 ** The orthometric height has not been validated since last determined
 AU2659 ** by differential leveling and should not be used for control purposes.
 AU2659 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2659 ** area with valid NAVD 88 orthometric heights.
 AU2659 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2659 ** epoch indicated which incorporates improved geoid heights for the
 AU2659 ** Southern Louisiana Subsidence area.
 AU2659 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2659
 AU2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2659
 AU2659.The geoid height was determined by GEOID03.
 AU2659
 AU2659;                    North         East     Units Scale Factor Converg.
 AU2659;SPC LA S     -   156,589.121 1,119,620.015   MT  0.99992708   +0 37 09.8
 AU2659;SPC LA S     -   513,742.81  3,673,286.67   sFT  0.99992708   +0 37 09.8
 AU2659;UTM  15      - 3,312,013.220   780,540.142   MT  1.00057115   +1 26 58.4
 AU2659
 AU2659                          SUPERSEDED SURVEY CONTROL
 AU2659
 AU2659  NAD 83(1986)-  29 54 24.71485(N)    090 05 40.60291(W) AD(       ) 4
 AU2659  NAD 27      -  29 54 23.97538(N)    090 05 40.34181(W) AD(       ) 3
 AU2659
 AU2659.Superseded values are not recommended for survey control.
 AU2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2659.See file dsdata.txt to determine how the superseded data were derived.
 AU2659
 AU2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8054012013(NAD 83)
 AU2659_MARKER: 51 = TANK
 AU2659
 AU2659  HISTORY     - Date     Condition        Report By
 AU2659  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2659  HISTORY     - 1972     GOOD             NGS
 AU2659
 AU2659                          STATION DESCRIPTION
 AU2659
 AU2659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2659'THE HARVEY, BRER RABBIT COMPANY WATER TANK 1966 IS OWNED BY THE
 AU2659'R.J. REYNOLDS FOODS INCORPORATED.
 AU2659'
 AU2659'IT IS LOCATED 1-1/2 MILES WEST OF THE HARVEY CANAL, 3/4 MILE NORTH OF
 AU2659'BUSINESS ROUTE U.S. 90 AND 1/2 MILE SOUTH OF THE MISSISSIPPI RIVER
 AU2659'AT THE R.J. REYNOLDS PLANT.
 AU2659'
 AU2659'IT IS A 4-LEGGED SELF-SUPPORTED STEEL STRUCTURE, PAINTED SILVER WITH
 AU2659'LETTERING BRER RABBIT IN BLACK.  HEIGHT IS APPROXIMATELY 100 FEET.
 AU2659'
 AU2659'POINT INTERSECTED WAS THE BALL ATOP THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0159 ***********************************************************************
 BJ0159  DESIGNATION -  HARVEY CAP
 BJ0159  PID         -  BJ0159
 BJ0159  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0159  USGS QUAD   -  SIMMESPORT (1969)
 BJ0159
 BJ0159                         *CURRENT SURVEY CONTROL
 BJ0159  ___________________________________________________________________
 BJ0159* NAD 83(1986)-  30 56 16.     (N)    091 47 37.     (W)     SCALED    
 BJ0159* NAVD 88     -        13.499  (meters)      44.29   (feet)  ADJUSTED  
 BJ0159  ___________________________________________________________________
 BJ0159  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0159  DYNAMIC HT  -          13.482 (meters)      44.23  (feet)  COMP
 BJ0159  MODELED GRAV-     979,384.3   (mgal)                       NAVD 88
 BJ0159
 BJ0159  VERT ORDER  -  FIRST     CLASS I
 BJ0159
 BJ0159.The horizontal coordinates were scaled from a topographic map and have
 BJ0159.an estimated accuracy of +/- 6 seconds.
 BJ0159
 BJ0159.The orthometric height was determined by differential leveling
 BJ0159.and adjusted by the National Geodetic Survey in February 1994..
 BJ0159
 BJ0159.The geoid height was determined by GEOID03.
 BJ0159
 BJ0159.The dynamic height is computed by dividing the NAVD 88
 BJ0159.geopotential number by the normal gravity value computed on the
 BJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0159.degrees latitude (g = 980.6199 gals.).
 BJ0159
 BJ0159.The modeled gravity was interpolated from observed gravity values.
 BJ0159
 BJ0159;                    North         East    Units  Estimated Accuracy
 BJ0159;SPC LA S     -   270,310.      956,010.      MT  (+/- 180 meters Scaled)
 BJ0159
 BJ0159                          SUPERSEDED SURVEY CONTROL
 BJ0159
 BJ0159  NAVD 88 (06/15/91)   13.525  (m)           44.37   (f) UNKNOWN     1 1
 BJ0159  NGVD 29 (??/??/??)   13.482  (m)           44.23   (f) ADJUSTED    1 1
 BJ0159
 BJ0159.Superseded values are not recommended for survey control.
 BJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0159.See file dsdata.txt to determine how the superseded data were derived.
 BJ0159
 BJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ152233(NAD 83)
 BJ0159_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0159_STAMPING: P.B.M. HARVEY 1946
 BJ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0159
 BJ0159  HISTORY     - Date     Condition        Report By
 BJ0159  HISTORY     - 1946     MONUMENTED       DOD
 BJ0159  HISTORY     - 1966     GOOD             CGS
 BJ0159  HISTORY     - 1976     GOOD             NGS
 BJ0159
 BJ0159                          STATION DESCRIPTION
 BJ0159
 BJ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0159'3.65 MI S FROM SIMMESPORT.
 BJ0159'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ0159'SIMMERSPORT, THENCE 2.85 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ0159'43, T 1 S, R 7 E, 84 FEET EAST OF THE CENTER LINE OF THE ROAD, 182
 BJ0159'FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE, 113 FEET EAST OF AND
 BJ0159'ACROSS THE ROAD FROM A RED BARN, 89 FEET NORTH OF POWER POLE NUMBER
 BJ0159'37, 43 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, ABOUT IN LINE WITH A
 BJ0159'ROW OF TREES, 2 FEET SOUTH OF A FENCE, 0.5 FOOT SOUTHWEST OF A 14-INCH
 BJ0159'TREE, 44.0 FEET EAST OF A METAL WITNESS POST, A BRASS CAP ON THE TOP
 BJ0159'OF A 5-INCH IRON PIPE WHICH PROJECTS 18 INCHES. NOTE-- THIS CAP WAS
 BJ0159'NOT REMOVED.  TREE ROOTS HAVE GROWN AROUND THE MARK AND ARE CAUSING IT
 BJ0159'TO LEAN IN A SOUTHWESTERLY DIRECTION.
 BJ0159
 BJ0159                          STATION RECOVERY (1976)
 BJ0159
 BJ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0159'3 MILES SOUTH ALONG STATE HIGHWAY 417 FROM ITS JUNCTION WITH STATE
 BJ0159'HIGHWAY 418 AT SIMMESPORT, 80.5 FT EAST OF THE CENTER LINE OF THE
 BJ0159'HIGHWAY, 92.3 FT NORTH OF A POWER LINE POLE NUMBER 37, 1.5 FT SOUTH OF
 BJ0159'A FENCE, A BRASS CAP ON TOP OF A 5-INCH IRON PIPE PROJECTING 18 INCHES
 BJ0159'NOTE-TREE ROOTS HAVE GROWN OVER HALF OF THE PIPE CAUSING IT TO LEAN IN
 BJ0159'A SOUTHWESTERLY DIRECTION, PREVENTING REMOVAL OF THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2672 ***********************************************************************
 AU2672  DESIGNATION -  HARVEY E HIGH LINE TWR SW UPRT
 AU2672  PID         -  AU2672
 AU2672  STATE/COUNTY-  LA/JEFFERSON
 AU2672  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2672
 AU2672                         *CURRENT SURVEY CONTROL
 AU2672  ___________________________________________________________________
 AU2672* NAD 83(1992)-  29 54 28.43386(N)    090 04 56.97047(W)     ADJUSTED  
 AU2672* NAVD 88     -                                                        
 AU2672  **This station is located in a subsidence area (see below).
 AU2672  ___________________________________________________________________
 AU2672  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2672  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2672
 AU2672  HORZ ORDER  -  THIRD
 AU2672
 AU2672.The horizontal coordinates were established by classical geodetic methods
 AU2672.and adjusted by the National Geodetic Survey in January 1993..
 AU2672
 AU2672 ** The orthometric height has not been validated since last determined
 AU2672 ** by differential leveling and should not be used for control purposes.
 AU2672 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2672 ** area with valid NAVD 88 orthometric heights.
 AU2672 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2672 ** epoch indicated which incorporates improved geoid heights for the
 AU2672 ** Southern Louisiana Subsidence area.
 AU2672 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2672
 AU2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2672
 AU2672.The geoid height was determined by GEOID03.
 AU2672
 AU2672;                    North         East     Units Scale Factor Converg.
 AU2672;SPC LA S     -   156,716.808 1,120,789.126   MT  0.99992705   +0 37 31.6
 AU2672;SPC LA S     -   514,161.73  3,677,122.32   sFT  0.99992705   +0 37 31.6
 AU2672;UTM  15      - 3,312,157.927   781,708.036   MT  1.00057925   +1 27 20.3
 AU2672;UTM  16      - 3,312,574.407   202,353.945   MT  1.00069321   -1 32 17.1
 AU2672
 AU2672                          SUPERSEDED SURVEY CONTROL
 AU2672
 AU2672  NAD 83(1986)-  29 54 28.44926(N)    090 04 56.97086(W) AD(       ) 4
 AU2672  NAD 27      -  29 54 27.70947(N)    090 04 56.71037(W) AD(       ) 3
 AU2672
 AU2672.Superseded values are not recommended for survey control.
 AU2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2672.See file dsdata.txt to determine how the superseded data were derived.
 AU2672
 AU2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8170812158(NAD 83)
 AU2672_MARKER: 55 = TOWER
 AU2672
 AU2672  HISTORY     - Date     Condition        Report By
 AU2672  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2672  HISTORY     - 1952     GOOD             CGS
 AU2672
 AU2672                          STATION DESCRIPTION
 AU2672
 AU2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2672'ON THE E SIDE OF THE HARVEY CANAL, ON THE S SIDE OF U.S. HIGHWAY
 AU2672'90, AND ABOUT 130 METERS (427 FEET) E OF THE POST OFFICE IN
 AU2672'THE TOWN OF HARVEY.  THE POINT OF OBSERVATION WAS THE SW
 AU2672'UPRIGHT ATOP THE E TOWER WHICH IS APPROXIMATELY 100 FEET
 AU2672'HIGH.
 AU2672
 AU2672                          STATION RECOVERY (1952)
 AU2672
 AU2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2672'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2672'IS ADEQUATE AND COMPLETE.  ACCORDING TO LOCAL INFORMATION,
 AU2672'THE TOWER IS THE SAME AS IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2683 ***********************************************************************
 AU2683  DESIGNATION -  HARVEY HUNT WESSON IND INC TK
 AU2683  PID         -  AU2683
 AU2683  STATE/COUNTY-  LA/JEFFERSON
 AU2683  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2683
 AU2683                         *CURRENT SURVEY CONTROL
 AU2683  ___________________________________________________________________
 AU2683* NAD 83(1992)-  29 54 50.62114(N)    090 04 12.30142(W)     ADJUSTED  
 AU2683* NAVD 88     -                                                        
 AU2683  **This station is located in a subsidence area (see below).
 AU2683  ___________________________________________________________________
 AU2683  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2683  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU2683
 AU2683  HORZ ORDER  -  THIRD
 AU2683
 AU2683.The horizontal coordinates were established by classical geodetic methods
 AU2683.and adjusted by the National Geodetic Survey in January 1993..
 AU2683
 AU2683 ** The orthometric height has not been validated since last determined
 AU2683 ** by differential leveling and should not be used for control purposes.
 AU2683 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2683 ** area with valid NAVD 88 orthometric heights.
 AU2683 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2683 ** epoch indicated which incorporates improved geoid heights for the
 AU2683 ** Southern Louisiana Subsidence area.
 AU2683 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2683
 AU2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2683
 AU2683.The geoid height was determined by GEOID03.
 AU2683
 AU2683;                    North         East     Units Scale Factor Converg.
 AU2683;SPC LA S     -   157,413.050 1,121,979.748   MT  0.99992689   +0 37 53.9
 AU2683;SPC LA S     -   516,445.98  3,681,028.56   sFT  0.99992689   +0 37 53.9
 AU2683;UTM  15      - 3,312,871.819   782,889.218   MT  1.00058748   +1 27 43.6
 AU2683;UTM  16      - 3,313,225.698   203,570.931   MT  1.00068429   -1 31 55.8
 AU2683
 AU2683                          SUPERSEDED SURVEY CONTROL
 AU2683
 AU2683  NAD 83(1986)-  29 54 50.63630(N)    090 04 12.30104(W) AD(       ) 4
 AU2683  NAD 27      -  29 54 49.89912(N)    090 04 12.03785(W) AD(       ) 3
 AU2683
 AU2683.Superseded values are not recommended for survey control.
 AU2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2683.See file dsdata.txt to determine how the superseded data were derived.
 AU2683
 AU2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8288912872(NAD 83)
 AU2683_MARKER: 51 = TANK
 AU2683
 AU2683  HISTORY     - Date     Condition        Report By
 AU2683  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2683
 AU2683                          STATION DESCRIPTION
 AU2683
 AU2683'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3300 ***********************************************************************
 AU3300  DESIGNATION -  HARVEY LOCK
 AU3300  PID         -  AU3300
 AU3300  STATE/COUNTY-  LA/JEFFERSON
 AU3300  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3300
 AU3300                         *CURRENT SURVEY CONTROL
 AU3300  ___________________________________________________________________
 AU3300* NAD 83(1992)-  29 54 38.89651(N)    090 05 06.31641(W)     ADJUSTED  
 AU3300* NAVD 88     -         7.2  **(meters)      24.   **(feet)  VERTCON   
 AU3300  **This station is located in a subsidence area (see below).
 AU3300  ___________________________________________________________________
 AU3300  X           -      -8,217.119 (meters)                     COMP
 AU3300  Y           -  -5,533,171.228 (meters)                     COMP
 AU3300  Z           -   3,161,797.677 (meters)                     COMP
 AU3300  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU3300  ELLIP HEIGHT-         -18.89  (meters)          (09/30/02) GPS OBS
 AU3300  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU3300
 AU3300  HORZ ORDER  -  FIRST
 AU3300  ELLP ORDER  -  FOURTH    CLASS II
 AU3300
 AU3300.The horizontal coordinates were established by GPS observations
 AU3300.and adjusted by the National Geodetic Survey in January 1993..
 AU3300
 AU3300 ** The orthometric height has not been validated since last determined
 AU3300 ** by differential leveling and should not be used for control purposes.
 AU3300 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3300 ** area with valid NAVD 88 orthometric heights.
 AU3300 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3300 ** epoch indicated which incorporates improved geoid heights for the
 AU3300 ** Southern Louisiana Subsidence area.
 AU3300 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3300
 AU3300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3300
 AU3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3300
 AU3300.The ellipsoidal height was determined by GPS observations
 AU3300.and is referenced to NAD 83.
 AU3300
 AU3300.The geoid height was determined by GEOID03.
 AU3300
 AU3300;                    North         East     Units Scale Factor Converg.
 AU3300;SPC LA S     -   157,036.197 1,120,534.931   MT  0.99992697   +0 37 26.9
 AU3300;SPC LA S     -   515,209.59  3,676,288.35   sFT  0.99992697   +0 37 26.9
 AU3300;UTM  15      - 3,312,473.805   781,449.071   MT  1.00057745   +1 27 16.1
 AU3300
 AU3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3300!SPC LA S     -   1.00000297  x   0.99992697  =   0.99992994
 AU3300!UTM  15      -   1.00000297  x   1.00057745  =   1.00058042
 AU3300
 AU3300                          SUPERSEDED SURVEY CONTROL
 AU3300
 AU3300  ELLIP H (01/21/93)  -18.88   (m)                       GP(       ) 4 2
 AU3300  NAD 83(1986)-  29 54 38.91285(N)    090 05 06.31555(W) AD(       ) 1
 AU3300  NAD 83(1986)-  29 54 38.91356(N)    090 05 06.31212(W) AD(       ) 1
 AU3300  NAD 27      -  29 54 38.17429(N)    090 05 06.05325(W) AD(       ) 1
 AU3300  NGVD 29 (05/20/88)    7.3    (m)           24.     (f) GPS OBS        
 AU3300
 AU3300.Superseded values are not recommended for survey control.
 AU3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3300.See file dsdata.txt to determine how the superseded data were derived.
 AU3300
 AU3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8144912474(NAD 83)
 AU3300_MARKER: DS = TRIANGULATION STATION DISK
 AU3300_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AU3300+WITH SETTING: PAVEMENT
 AU3300_SP_SET: MAT FOUNDATION OR CONCRETE SLA
 AU3300_STAMPING: HARVEY LOCK JPW 1987
 AU3300_MARK LOGO: LADTD 
 AU3300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3300+STABILITY: SURFACE MOTION
 AU3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3300+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1989
 AU3300
 AU3300  HISTORY     - Date     Condition        Report By
 AU3300  HISTORY     - 1987     MONUMENTED       LADTD
 AU3300  HISTORY     - 1987     GOOD             LADTD
 AU3300  HISTORY     - 19880920 GOOD             LADTD
 AU3300  HISTORY     - 19890124 GOOD
 AU3300  HISTORY     - 19941128 MARK NOT FOUND   NGS
 AU3300
 AU3300                          STATION DESCRIPTION
 AU3300
 AU3300'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3300'THE STATION IS LOCATED ABOUT 2.4 METERS (1.5 FT)
 AU3300'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS AND STATE
 AU3300'HIGHWAY 45 IN MARRERO, AT THE CONFLUENCE OF THE HARVEY CANAL
 AU3300'(INTRACOASTAL WATERWAY) AND THE MISSISSIPPI RIVER, ON THE WEST BANK
 AU3300'OF THE CANAL, IN A SMALL PARK ON THE MISSISSIPPI RIVER LEVEE.
 AU3300'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTOR,
 AU3300'403 BARATARIA BOULEVARD, MARRERO LOUISIANA 70072. PHONE
 AU3300'504-340-0318.
 AU3300'
 AU3300'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 AU3300'AND STATE HIGHWAY 45 IN MARRIRO, GO NORTH FOR
 AU3300'0.48 KM (0.3 MI) ON HIGHWAY 45 TO ITS JUNCTION WITH STATE HIGHWAY
 AU3300'18.
 AU3300'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.48 KM (0.3 MI) ON
 AU3300'HIGHWAY 18 TO A RIGHT TURN IN THE ROAD.
 AU3300'TURN RIGHT AND GO EAST FOR 1.68 KM (1.05 MI) ON HIGHWAY 18 TO A
 AU3300'ROAD LEFT JUST BEFORE CROSSING HARVEY LOCK.
 AU3300'TURN LEFT AND GO NORTH FOR 0.36 KM (0.23 MI) ON THE PAVED ROAD TO A
 AU3300'CURVE AND THE STATION IN A SMALL PARK ON TOP OF THE
 AU3300'LEVEE.
 AU3300'
 AU3300'THE STATION IS A STANDARD NGS DISK
 AU3300'STAMPED---HARVEY LOCK JPW 1987---,
 AU3300'SET INTO A DRILL HOLE IN A CONCRETE SLAB 6-INCHES BELOW THE GROUND.
 AU3300'9.6 METERS (31.5 FT) NORTH FROM THE CURB OF THE SMALL PARKING AREA
 AU3300'TO THE SMALL PARK,
 AU3300'2.4 METERS (8 FT) WEST-SOUTHWEST FROM THE EAST PARIMETER CHAIN
 AU3300'FENCE,
 AU3300'3.4 METERS (11 FT) SOUTH FROM THE SOUTH CORNER OF A CONCRETE BENCH
 AU3300'NEAR THE EAST FENCE AND
 AU3300'2.7 METERS (9 FT) WEST FROM A FIBERGLASS WITNESS POST.
 AU3300
 AU3300                          STATION RECOVERY (1987)
 AU3300
 AU3300'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AU3300'RECOVERED IN GOOD CONDITION.
 AU3300
 AU3300                          STATION RECOVERY (1988)
 AU3300
 AU3300'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3300'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF THE
 AU3300'JUNCTION OF U.S. HIGHWAY 90 BUSINESS AND STATE HIGHWAY 45 IN MARRERO,
 AU3300'AT THE CONFLUENCE OF THE HARVEY CANAL (INTRACOASTAL WATERWAY) AND THE
 AU3300'MISSISSIPPI RIVER, ON THE WEST BANK OF THE CANAL, IN A SMALL PARK ON
 AU3300'THE MISSISSIPPI RIVER LEVEE.  OWNERSHIP--WEST JEFFERSON LEVEE
 AU3300'DISTRICT, C/O LEO DUETT, DIRECTOR, BARATARIA BOULEVARD, MARRERO
 AU3300'LOUISIANA 70072. PHONE 504-340-0318.
 AU3300'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS AND
 AU3300'STATE HIGHWAY 45 IN MARRERO, GO NORTH FOR 0.48 KM (0.30 MI) ON HIGHWAY
 AU3300'45 TO ITS JUNCTION WITH STATE HIGHWAY 18, CONTINUE STRAIGHT AHEAD AND
 AU3300'GO NORTH FOR 0.48 KM (0.30 MI) ON HIGHWAY 18 TO A RIGHT TURN IN THE
 AU3300'ROAD, TURN RIGHT AND GO EAST FOR 1.68 KM (1.05 MI) ON HIGHWAY 18 TO A
 AU3300'ROAD LEFT JUST BEFORE CROSSING HARVEY LOCK, TURN LEFT AND GO NORTH FOR
 AU3300'0.36 KM (0.20 MI) ON THE PAVED ROAD TO A CURVE AND THE STATION IN  A
 AU3300'SMALL PARK ON TOP OF THE LEVEE.
 AU3300'THE STATION IS A STANDARD NGS DISK CEMENTED IN A DRILL HOLE IN A
 AU3300'CONCRETE SLAB 6-INCHES BELOW THE GROUND SURFACE.  IT IS 9.6 M
 AU3300'(31.5 FT) NORTH FROM THE CURB OF THE SMALL PARKING AREA TO THE SMALL
 AU3300'PARK, 3.4 M (11.2 FT) SOUTH FROM THE SOUTH CORNER OF A CONCRETE BENCH
 AU3300'NEAR THE EAST FENCE, 2.7 M (8.9 FT) WEST FROM A FIBERGLASS WITNESS
 AU3300'POST AND 2.4 M (7.9 FT) WEST-SOUTHWEST FROM THE EAST PARAMETER CHAIN
 AU3300'FENCE.
 AU3300
 AU3300                          STATION RECOVERY (1989)
 AU3300
 AU3300'RECOVERED 1989
 AU3300'RECOVERED IN GOOD CONDITION.
 AU3300
 AU3300                          STATION RECOVERY (1994)
 AU3300
 AU3300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3300'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2668 ***********************************************************************
 AU2668  DESIGNATION -  HARVEY MUNICIPAL WATER TANK
 AU2668  PID         -  AU2668
 AU2668  STATE/COUNTY-  LA/JEFFERSON
 AU2668  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2668
 AU2668                         *CURRENT SURVEY CONTROL
 AU2668  ___________________________________________________________________
 AU2668* NAD 83(1992)-  29 52 58.38375(N)    090 05 22.78041(W)     ADJUSTED  
 AU2668* NAVD 88     -                                                        
 AU2668  **This station is located in a subsidence area (see below).
 AU2668  ___________________________________________________________________
 AU2668  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2668  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AU2668
 AU2668  HORZ ORDER  -  THIRD
 AU2668
 AU2668.The horizontal coordinates were established by classical geodetic methods
 AU2668.and adjusted by the National Geodetic Survey in January 1993..
 AU2668
 AU2668 ** The orthometric height has not been validated since last determined
 AU2668 ** by differential leveling and should not be used for control purposes.
 AU2668 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2668 ** area with valid NAVD 88 orthometric heights.
 AU2668 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2668 ** epoch indicated which incorporates improved geoid heights for the
 AU2668 ** Southern Louisiana Subsidence area.
 AU2668 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2668
 AU2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2668
 AU2668.The geoid height was determined by GEOID03.
 AU2668
 AU2668;                    North         East     Units Scale Factor Converg.
 AU2668;SPC LA S     -   153,936.827 1,120,126.919   MT  0.99992785   +0 37 18.7
 AU2668;SPC LA S     -   505,041.07  3,674,949.73   sFT  0.99992785   +0 37 18.7
 AU2668;UTM  15      - 3,309,366.837   781,085.749   MT  1.00057493   +1 27 03.5
 AU2668
 AU2668                          SUPERSEDED SURVEY CONTROL
 AU2668
 AU2668  NAD 83(1986)-  29 52 58.39880(N)    090 05 22.78065(W) AD(       ) 4
 AU2668  NAD 27      -  29 52 57.65731(N)    090 05 22.51900(W) AD(       ) 3
 AU2668
 AU2668.Superseded values are not recommended for survey control.
 AU2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2668.See file dsdata.txt to determine how the superseded data were derived.
 AU2668
 AU2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8108609367(NAD 83)
 AU2668_MARKER: 53 = ELEVATED TANK
 AU2668
 AU2668  HISTORY     - Date     Condition        Report By
 AU2668  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2668  HISTORY     - 1972     GOOD             NGS
 AU2668
 AU2668                          STATION DESCRIPTION
 AU2668
 AU2668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2668'THE HARVEY, MUNICIPAL WATER TANK IS OWNED AND MAINTAINED
 AU2668'BY JEFFERSON PARISH WATER WORKS.
 AU2668'
 AU2668'IT IS LOCATED AT THE INTERSECTION OF 16TH STREET AND ALLO
 AU2668'AVENUE IS THE SOUTH PART OF HARVEY.
 AU2668'
 AU2668'IT IS A 10-LEGGED SELF-SUPPORTED STEEL STRUCTURE, PAINTED
 AU2668'GREEN WITH A WHITE BAND AROUND THE TANK.  IT HAS AN OVERALL
 AU2668'HEIGHT OF 130 FEET.
 AU2668'
 AU2668'POINT INTERSECTED WAS THE VENT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2670 ***********************************************************************
 AU2670  DESIGNATION -  HARVEY RM 4
 AU2670  PID         -  AU2670
 AU2670  STATE/COUNTY-  LA/JEFFERSON
 AU2670  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2670
 AU2670                         *CURRENT SURVEY CONTROL
 AU2670  ___________________________________________________________________
 AU2670* NAD 83(1992)-  29 54 29.21168(N)    090 05 02.61960(W)     ADJUSTED  
 AU2670* NAVD 88     -         2.5  **(meters)       8.   **(feet)  VERTCON   
 AU2670  **This station is located in a subsidence area (see below).
 AU2670  ___________________________________________________________________
 AU2670  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2670  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2670
 AU2670  HORZ ORDER  -  FIRST
 AU2670
 AU2670.The horizontal coordinates were established by classical geodetic methods
 AU2670.and adjusted by the National Geodetic Survey in January 1993..
 AU2670
 AU2670 ** The orthometric height has not been validated since last determined
 AU2670 ** by differential leveling and should not be used for control purposes.
 AU2670 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2670 ** area with valid NAVD 88 orthometric heights.
 AU2670 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2670 ** epoch indicated which incorporates improved geoid heights for the
 AU2670 ** Southern Louisiana Subsidence area.
 AU2670 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2670
 AU2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2670
 AU2670.The geoid height was determined by GEOID03.
 AU2670
 AU2670;                    North         East     Units Scale Factor Converg.
 AU2670;SPC LA S     -   156,739.102 1,120,637.339   MT  0.99992705   +0 37 28.7
 AU2670;SPC LA S     -   514,234.87  3,676,624.34   sFT  0.99992705   +0 37 28.7
 AU2670;UTM  15      - 3,312,178.033   781,555.842   MT  1.00057819   +1 27 17.6
 AU2670
 AU2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2670!SPC LA S     -   1.00000368  x   0.99992705  =   0.99993073
 AU2670!UTM  15      -   1.00000368  x   1.00057819  =   1.00058187
 AU2670
 AU2670:                Primary Azimuth Mark                     Grid Az
 AU2670:SPC LA S     -  NEW ORLEANS RAD WWMT FM MAST             007 08 25.9
 AU2670:UTM  15      -  NEW ORLEANS RAD WWMT FM MAST             006 18 37.0
 AU2670
 AU2670|---------------------------------------------------------------------|
 AU2670| PID    Reference Object                     Distance      Geod. Az  |
 AU2670|                                                           dddmmss.s |
 AU2670| AU2673 NEW ORLEANS RAD WWMT FM MAST        APPROX. 3.0 KM 0074554.6 |
 AU2670| AU2676 NEW ORLEANS WEA BUR RADAR DOME      APPROX. 4.5 KM 0082029.5 |
 AU2670| AU2675 NEW ORLEANS ST JOHN BAP CHURCH      APPROX. 4.0 KM 0091222.0 |
 AU2670| AU2681 NEW ORLEANS TV STA WYES MAST        APPROX. 5.0 KM 0135347.7 |
 AU2670| AU2678 NEW ORLEANS ST MARYS CH TOWER       APPROX. 2.5 KM 0211015.7 |
 AU2670| AU2726 HARVEY 1930 RM 4 1966 TP             55.976 METERS 03743     |
 AU2670| AU2713 NEW ORLEANS MARKET ST PP N STK      APPROX. 3.1 KM 0374423.8 |
 AU2670| AU2736 NEW ORLEANS MARKET ST PP S STK      APPROX. 3.1 KM 0380747.9 |
 AU2670| AU0964 HARVEY RM 3                          49.039 METERS 05041     |
 AU2670| AU2686 GRETNA PUBLICKER CHEM CORP STK      APPROX. 2.5 KM 0562001.3 |
 AU2670| AU2685 GRETNA PUBLICKER CHEM CORP TK       APPROX. 2.4 KM 0601204.9 |
 AU2670| AU2683 HARVEY HUNT WESSON IND INC TK       APPROX. 1.5 KM 0635757.7 |
 AU2670| AU2687 GRETNA WATER TANK                   APPROX. 2.7 KM 0660049.6 |
 AU2670| AU2680 HARVEY WATER TANK                   APPROX. 1.0 KM 0854540.3 |
 AU2670| AU2692 GRETNA TV STA WWL MAST              APPROX. 4.3 KM 0922733.2 |
 AU2670| AU2690 GRETNA RADIO STA KKN 511 MAST       APPROX. 4.2 KM 1010453.3 |
 AU2670| AU2689 GRETNA MUNICIPAL WATER TANK         APPROX. 3.7 KM 1030504.6 |
 AU2670| AU2725 HARVEY TEXACO RADIO TOWER           APPROX. 1.3 KM 1660515.1 |
 AU2670| AU2668 HARVEY MUNICIPAL WATER TANK         APPROX. 2.8 KM 1905651.3 |
 AU2670| AU2656 HOPE HAVEN CONVENT BLACK TANK       APPROX. 2.5 KM 2212443.2 |
 AU2670| AU2658 JEFFERSON DIST NO 2 BLACK TANK      APPROX. 1.5 KM 2275424.2 |
 AU2670| AU2655 MARRERO WATER TANK                  APPROX. 2.6 KM 2504022.6 |
 AU2670| AU2659 HARVEY BRER RABBIT TANK             APPROX. 1.0 KM 2621417.0 |
 AU2670| AU2769 MARRERO CELOTEX CORP 1 TANK         APPROX. 4.3 KM 2635430.0 |
 AU2670| AU2763 WESTWEGO WATER TANK                 APPROX. 5.5 KM 2641422.5 |
 AU2670| AU0714 WESTWEGO 2                          APPROX. 5.4 KM 2743818.4 |
 AU2670| AU2649 US PUBLIC HEALTH SERV HOSP STK      APPROX. 4.1 KM 2851848.6 |
 AU2670| AU2768 NEW ORLEANS US INDUST CHEM STK      APPROX. 5.4 KM 2983953.2 |
 AU2670| AU2661 NEW ORLEANS ILL CENTRAL RR TK       APPROX. 1.2 KM 3124230.8 |
 AU2670| AU2657 NEW ORLEANS ST STEPHENS CHURCH      APPROX. 2.3 KM 3125731.2 |
 AU2670| AU0963 HARVEY RM 2                                        33621     |
 AU2670| AU2663 NEW ORLEANS TURO INFIRMARY STK      APPROX. 2.0 KM 3380949.0 |
 AU2670| AB2619 HARVEY                               12.325 METERS 34208     |
 AU2670| AU2666 NEW ORLEANS 7TH ST INCIN STACK      APPROX. 3.0 KM 3470253.9 |
 AU2670| AU2664 NEW ORLEANS KKC 626 SHORT MAST      APPROX. 6.0 KM 3524404.9 |
 AU2670| AU2665 NEW ORLEANS KKC 626 TALL MAST       APPROX. 6.0 KM 3525821.1 |
 AU2670| AU0965 1601                                170.187 METERS 35533     |
 AU2670|---------------------------------------------------------------------|
 AU2670
 AU2670                          SUPERSEDED SURVEY CONTROL
 AU2670
 AU2670  NAD 83(1986)-  29 54 29.22647(N)    090 05 02.61971(W) AD(       ) 1
 AU2670  NAD 27      -  29 54 28.48798(N)    090 05 02.36068(W) AD(       ) 1
 AU2670  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AU2670
 AU2670.Superseded values are not recommended for survey control.
 AU2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2670.See file dsdata.txt to determine how the superseded data were derived.
 AU2670
 AU2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8155612178(NAD 83)
 AU2670_MARKER: DR = REFERENCE MARK DISK
 AU2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2670
 AU2670  HISTORY     - Date     Condition        Report By
 AU2670  HISTORY     - 1966     MONUMENTED       CGS
 AU2670  HISTORY     - 1972     GOOD             NGS
 AU2670  HISTORY     - 1984     GOOD             USPSQD
 AU2670  HISTORY     - 19941128 MARK NOT FOUND   NGS
 AU2670
 AU2670                          STATION DESCRIPTION
 AU2670
 AU2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2670'THE STATION IS ACROSS THE RIVER FROM NEW ORLEANS AT THE WEST
 AU2670'EDGE OF HARVEY, JUST WEST OF THE MISSISSIPPI RIVER AND THE
 AU2670'HARVEY CANAL LOCKS, ABOUT 100 FEET NORTHWEST OF THE TEXAS
 AU2670'PACIFIC, MISSOURI PACIFIC AND SOUTHERN PACIFIC RAILROAD
 AU2670'DRAWBRIDGE OVER THE HARVEY CANAL AND IS ON GOVERNMENT PROPERTY.
 AU2670'
 AU2670'THE STATION IS A REFERENCE MARK DISK STAMPED HARVEY NO 4 1930,
 AU2670'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AU2670'SURFACE OF THE GROUND.  IT IS 32 FEET SOUTHWEST OF A 10 INCH
 AU2670'PINE TREE, 37 FEET NORTHEAST OF A FENCE CORNER, 33 FEET SOUTHEAST
 AU2670'OF THE CENTER OF THE WIRE GATE, 45 FEET EAST-NORTHEAST OF THE
 AU2670'CENTER OF DESTREHAN AVENUE, 83 FEET NORTH-NORTHWEST OF THE
 AU2670'NORTH RAIL OF THE RAILROAD TRACK AND 165 FEET SOUTHWEST OF THE
 AU2670'SOUTHWEST CORNER OF THE HARVEY LOCKS.
 AU2670'
 AU2670'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARVEY NO 2
 AU2670'1930, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AU2670'6 INCHES.  IT IS 2 FEET EAST-NORTHEAST OF A CYCLONE FENCE,
 AU2670'3 FEET SOUTHWEST OF A DRAINAGE DITCH AND 26 FEET EAST-NORTHEAST
 AU2670'OF THE CENTER OF DESTREHAN AVENUE.  NO MEASUREMENT COULD MADE
 AU2670'TO THIS MARK ON ACCOUNT OF SHRUBBERY.
 AU2670'
 AU2670'REFERENCE MARK NO. 3, A STANDARD DISK CEMENTED IN A DRILL
 AU2670'HOLE IN THE NINTH STEP OF THE CONCRETE STEPS LEADING TO THE
 AU2670'SOUTHWEST CORNER OF THE HARVEY LOCKS AND IS STAMPED HARVEY
 AU2670'NO 3 1930 1934 1956.
 AU2670'
 AU2670'NO. 1601 (LA. GEOD. SURVEY) IS A STATE OF LOUISIANA GEODETIC
 AU2670'SURVEY DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALK
 AU2670'AT THE WEST SIDE OF THE CANAL LOCKS.  IT IS 9 FEET SOUTHWEST
 AU2670'OF THE THIRD LIGHT POLE FROM THE NORTHWEST CORNER OF THE
 AU2670'LOCKS, 11 FEET NORTH-NORTHWEST OF A MAN HOLE COVER AND
 AU2670'20.5 FEET WEST-SOUTHWEST OF THE WEST LOCK WALL.
 AU2670'
 AU2670'HARVEY 1930, A STANDARD DISK SET IN THE TOP OF AN 8 INCH TERRACOTTA
 AU2670'PIPE WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 AU2670'DISK IS STAMPED HARVEY 1930.  IT IS 16, FEET NORTHEAST OF THE
 AU2670'CENTER OF A WIRE GATE, 10 FEET NORTHWEST OF THE CENTER OF A
 AU2670'DRIVEWAY, 5.3 FEET SOUTH-SOUTH EAST OF THE CENTER OF A SIDEWALK,
 AU2670'44.3 FEET EAST-NORTHEAST OF THE CENTER OF DESTREHAN AVENUE,
 AU2670'38 FEET NORTHWEST OF A 10 INCH PINE TREE AND 151 FEET
 AU2670'WEST-SOUTHWEST OF THE SOUTHWEST END OF THE LOCKS.  THE UNDERGROUND
 AU2670'MARK WAS NOT INSPECTED.
 AU2670'
 AU2670'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AU2670
 AU2670                          STATION RECOVERY (1972)
 AU2670
 AU2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2670'THE STATION WAS RECOVERED, AS PREVIOUSLY DESCRIBED, AND ALL
 AU2670'MARKS WERE FOUND IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS
 AU2670'AND DISTANCE TO REFERENCE MARK 3 CHECKED ADEQUATELY.
 AU2670'
 AU2670'REFERENCE MARK 2, WAS NOT MEASURED DUE TO CONSTRUCTION
 AU2670'EQUIPMENT ON LINE.
 AU2670'
 AU2670'THE 1966 DESCRIPTION IS ENTIRELY ADEQUATE.
 AU2670'
 AU2670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WEST
 AU2670'HARVEY
 AU2670
 AU2670                          STATION RECOVERY (1984)
 AU2670
 AU2670'RECOVERY NOTE BY US POWER SQUADRON 1984 (JCA)
 AU2670'RECOVERED IN GOOD CONDITION.
 AU2670
 AU2670                          STATION RECOVERY (1994)
 AU2670
 AU2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2670'THE MARK MAY STILL BE IN PLACE UNDER A LARGE PILE OF LUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2725 ***********************************************************************
 AU2725  DESIGNATION -  HARVEY TEXACO RADIO TOWER
 AU2725  PID         -  AU2725
 AU2725  STATE/COUNTY-  LA/JEFFERSON
 AU2725  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2725
 AU2725                         *CURRENT SURVEY CONTROL
 AU2725  ___________________________________________________________________
 AU2725* NAD 83(1992)-  29 53 46.81376(N)    090 04 50.56640(W)     ADJUSTED  
 AU2725* NAVD 88     -                                                        
 AU2725  **This station is located in a subsidence area (see below).
 AU2725  ___________________________________________________________________
 AU2725  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2725  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU2725
 AU2725  HORZ ORDER  -  THIRD
 AU2725
 AU2725.The horizontal coordinates were established by classical geodetic methods
 AU2725.and adjusted by the National Geodetic Survey in January 1993..
 AU2725
 AU2725 ** The orthometric height has not been validated since last determined
 AU2725 ** by differential leveling and should not be used for control purposes.
 AU2725 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2725 ** area with valid NAVD 88 orthometric heights.
 AU2725 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2725 ** epoch indicated which incorporates improved geoid heights for the
 AU2725 ** Southern Louisiana Subsidence area.
 AU2725 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2725
 AU2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2725
 AU2725.The geoid height was determined by GEOID03.
 AU2725
 AU2725;                    North         East     Units Scale Factor Converg.
 AU2725;SPC LA S     -   155,437.293 1,120,974.909   MT  0.99992740   +0 37 34.8
 AU2725;SPC LA S     -   509,963.85  3,677,731.85   sFT  0.99992740   +0 37 34.8
 AU2725;UTM  15      - 3,310,880.404   781,912.467   MT  1.00058068   +1 27 21.7
 AU2725;UTM  16      - 3,311,287.807   202,491.404   MT  1.00069220   -1 32 12.0
 AU2725
 AU2725                          SUPERSEDED SURVEY CONTROL
 AU2725
 AU2725  NAD 83(1986)-  29 53 46.82858(N)    090 04 50.56657(W) AD(       ) 4
 AU2725  NAD 27      -  29 53 46.09370(N)    090 04 50.29815(W) AD(       ) 3
 AU2725
 AU2725.Superseded values are not recommended for survey control.
 AU2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2725.See file dsdata.txt to determine how the superseded data were derived.
 AU2725
 AU2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8191210880(NAD 83)
 AU2725_MARKER: 43 = RADIO/TV TOWER
 AU2725
 AU2725  HISTORY     - Date     Condition        Report By
 AU2725  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2725
 AU2725                          STATION DESCRIPTION
 AU2725
 AU2725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2725'THE HARVEY, TEXACO RADIO STATION KKA 959 TOWER IS OWNED BY THE TEXACO
 AU2725'OIL COMPANY, HARVEY, LOUISIANA.
 AU2725'
 AU2725'IT IS LOCATED AT 1036 DESTRAHAN AVENUE, HARVEY, LOUISIANA.
 AU2725'
 AU2725'IT IS A 4-LEGGED STRUCTURAL STEEL TOWER, PAINTED ALTERNATE RED AND
 AU2725'WHITE, SELF-SUPPORTED AND HAS AN OVERALL HEIGHT OF 188.5 FEET.
 AU2725'
 AU2725'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2725'
 AU2725'NO PREVIOUS DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2671 ***********************************************************************
 AU2671  DESIGNATION -  HARVEY W HIGH LINE TWR SW UPRT
 AU2671  PID         -  AU2671
 AU2671  STATE/COUNTY-  LA/JEFFERSON
 AU2671  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2671
 AU2671                         *CURRENT SURVEY CONTROL
 AU2671  ___________________________________________________________________
 AU2671* NAD 83(1992)-  29 54 27.29478(N)    090 05 00.91657(W)     ADJUSTED  
 AU2671* NAVD 88     -                                                        
 AU2671  **This station is located in a subsidence area (see below).
 AU2671  ___________________________________________________________________
 AU2671  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2671  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2671
 AU2671  HORZ ORDER  -  THIRD
 AU2671
 AU2671.The horizontal coordinates were established by classical geodetic methods
 AU2671.and adjusted by the National Geodetic Survey in January 1993..
 AU2671
 AU2671 ** The orthometric height has not been validated since last determined
 AU2671 ** by differential leveling and should not be used for control purposes.
 AU2671 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2671 ** area with valid NAVD 88 orthometric heights.
 AU2671 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2671 ** epoch indicated which incorporates improved geoid heights for the
 AU2671 ** Southern Louisiana Subsidence area.
 AU2671 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2671
 AU2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2671
 AU2671.The geoid height was determined by GEOID03.
 AU2671
 AU2671;                    North         East     Units Scale Factor Converg.
 AU2671;SPC LA S     -   156,680.583 1,120,683.662   MT  0.99992706   +0 37 29.6
 AU2671;SPC LA S     -   514,042.88  3,676,776.31   sFT  0.99992706   +0 37 29.6
 AU2671;UTM  15      - 3,312,120.154   781,603.040   MT  1.00057852   +1 27 18.3
 AU2671
 AU2671                          SUPERSEDED SURVEY CONTROL
 AU2671
 AU2671  NAD 83(1986)-  29 54 27.31012(N)    090 05 00.91729(W) AD(       ) 4
 AU2671  NAD 27      -  29 54 26.56932(N)    090 05 00.65486(W) AD(       ) 3
 AU2671
 AU2671.Superseded values are not recommended for survey control.
 AU2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2671.See file dsdata.txt to determine how the superseded data were derived.
 AU2671
 AU2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8160312120(NAD 83)
 AU2671_MARKER: 55 = TOWER
 AU2671
 AU2671  HISTORY     - Date     Condition        Report By
 AU2671  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2671  HISTORY     - 1952     GOOD             CGS
 AU2671
 AU2671                          STATION DESCRIPTION
 AU2671
 AU2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2671'ON THE W SIDE OF THE HARVEY CANAL, ON THE S SIDE OF U.S.
 AU2671'HIGHWAY 90, AND ABOUT 60 METERS (197 FEET) E OF THE POST
 AU2671'OFFICE IN THE TOWN OF HARVEY.  THE POINT OF OBSERVATION WAS
 AU2671'THE SW UPRIGHT ATOP THE W TOWER WHICH IS APPROXIMATELY 100
 AU2671'FEET HIGH.
 AU2671
 AU2671                          STATION RECOVERY (1952)
 AU2671
 AU2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2671'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2671'IS ADEQUATE AND COMPLETE.  ACCORDING TO LOCAL INFORMATION,
 AU2671'THE TOWER IS THE SAME AS IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2717 ***********************************************************************
 AU2717  DESIGNATION -  HARVEY WARD DRILLING CO MAST
 AU2717  PID         -  AU2717
 AU2717  STATE/COUNTY-  LA/JEFFERSON
 AU2717  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2717
 AU2717                         *CURRENT SURVEY CONTROL
 AU2717  ___________________________________________________________________
 AU2717* NAD 83(1992)-  29 52 41.13707(N)    090 04 11.90401(W)     ADJUSTED  
 AU2717* NAVD 88     -                                                        
 AU2717  **This station is located in a subsidence area (see below).
 AU2717  ___________________________________________________________________
 AU2717  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU2717  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AU2717
 AU2717  HORZ ORDER  -  THIRD
 AU2717
 AU2717.The horizontal coordinates were established by classical geodetic methods
 AU2717.and adjusted by the National Geodetic Survey in January 1993..
 AU2717
 AU2717 ** The orthometric height has not been validated since last determined
 AU2717 ** by differential leveling and should not be used for control purposes.
 AU2717 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2717 ** area with valid NAVD 88 orthometric heights.
 AU2717 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2717 ** epoch indicated which incorporates improved geoid heights for the
 AU2717 ** Southern Louisiana Subsidence area.
 AU2717 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2717
 AU2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2717
 AU2717.The geoid height was determined by GEOID03.
 AU2717
 AU2717;                    North         East     Units Scale Factor Converg.
 AU2717;SPC LA S     -   153,426.644 1,122,034.361   MT  0.99992803   +0 37 54.1
 AU2717;SPC LA S     -   503,367.25  3,681,207.73   sFT  0.99992803   +0 37 54.1
 AU2717;UTM  15      - 3,308,883.989   783,001.623   MT  1.00058827   +1 27 38.1
 AU2717;UTM  16      - 3,309,237.052   203,474.977   MT  1.00068500   -1 31 49.6
 AU2717
 AU2717                          SUPERSEDED SURVEY CONTROL
 AU2717
 AU2717  NAD 83(1986)-  29 52 41.15177(N)    090 04 11.90431(W) AD(       ) 4
 AU2717  NAD 27      -  29 52 40.41283(N)    090 04 11.64367(W) AD(       ) 3
 AU2717
 AU2717.Superseded values are not recommended for survey control.
 AU2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2717.See file dsdata.txt to determine how the superseded data were derived.
 AU2717
 AU2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8300208884(NAD 83)
 AU2717
 AU2717  HISTORY     - Date     Condition        Report By
 AU2717  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2717
 AU2717                          STATION DESCRIPTION
 AU2717
 AU2717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2717'THE HARVEY, WARD DRILLING COMPANY KBP 244 MAST IS OWNED AND OPERATED
 AU2717'BY THE WARD DRILLING COMPANY, 2137 PETERS ROAD, HARVEY LOUISIANA.
 AU2717'THE MAST IS LOCATED JUST BEHIND THE OFFICE AT THIS ADDRESS.
 AU2717'
 AU2717'IT IS A TRIANGULAR IN CROSS-SECTION STEEL STRUCTURE, GUYED AND
 AU2717'PAINTED ALTERNATE RED AND WHITE BY SECTION AND HAS AN OVERALL HEIGHT
 AU2717'OF 400 FEET.
 AU2717'
 AU2717'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2680 ***********************************************************************
 AU2680  DESIGNATION -  HARVEY WATER TANK
 AU2680  PID         -  AU2680
 AU2680  STATE/COUNTY-  LA/JEFFERSON
 AU2680  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2680
 AU2680                         *CURRENT SURVEY CONTROL
 AU2680  ___________________________________________________________________
 AU2680* NAD 83(1992)-  29 54 31.69197(N)    090 04 24.18358(W)     ADJUSTED  
 AU2680* NAVD 88     -                                                        
 AU2680  **This station is located in a subsidence area (see below).
 AU2680  ___________________________________________________________________
 AU2680  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2680  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2680
 AU2680  HORZ ORDER  -  THIRD
 AU2680
 AU2680.The horizontal coordinates were established by classical geodetic methods
 AU2680.and adjusted by the National Geodetic Survey in January 1993..
 AU2680
 AU2680 ** The orthometric height has not been validated since last determined
 AU2680 ** by differential leveling and should not be used for control purposes.
 AU2680 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2680 ** area with valid NAVD 88 orthometric heights.
 AU2680 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2680 ** epoch indicated which incorporates improved geoid heights for the
 AU2680 ** Southern Louisiana Subsidence area.
 AU2680 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2680
 AU2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2680
 AU2680.The geoid height was determined by GEOID03.
 AU2680
 AU2680;                    North         East     Units Scale Factor Converg.
 AU2680;SPC LA S     -   156,826.753 1,121,667.462   MT  0.99992703   +0 37 48.0
 AU2680;SPC LA S     -   514,522.44  3,680,004.00   sFT  0.99992703   +0 37 48.0
 AU2680;UTM  15      - 3,312,280.668   782,585.261   MT  1.00058536   +1 27 36.9
 AU2680;UTM  16      - 3,312,651.173   203,236.479   MT  1.00068674   -1 32 00.9
 AU2680
 AU2680                          SUPERSEDED SURVEY CONTROL
 AU2680
 AU2680  NAD 83(1986)-  29 54 31.70691(N)    090 04 24.18343(W) AD(       ) 4
 AU2680  NAD 27      -  29 54 30.96812(N)    090 04 23.92417(W) AD(       ) 3
 AU2680
 AU2680.Superseded values are not recommended for survey control.
 AU2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2680.See file dsdata.txt to determine how the superseded data were derived.
 AU2680
 AU2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8258512281(NAD 83)
 AU2680_MARKER: 53 = ELEVATED TANK
 AU2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2680+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2680
 AU2680  HISTORY     - Date     Condition        Report By
 AU2680  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2680  HISTORY     - 1952     GOOD             CGS
 AU2680  HISTORY     - 1966     GOOD             CGS
 AU2680  HISTORY     - 1972     GOOD             NGS
 AU2680  HISTORY     - 20030506 GOOD             USPSQD
 AU2680
 AU2680                          STATION DESCRIPTION
 AU2680
 AU2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2680'ABOUT 1-3/4 MILES SE OF THE TOWN OF HARVEY AND APPROXIMATELY
 AU2680'1,000 FEET SE OF THE TANK OF THE SOUTHERN COTTON OIL CO.  THE
 AU2680'POINT OF OBSERVATION WAS THE MARRERO WATERWORKS TANK NO. 1
 AU2680'WHICH IS MUCH LARGER IN DIAMETER THAN ANY OF THE OTHER TANKS
 AU2680'IN THE VICINITY.
 AU2680
 AU2680                          STATION RECOVERY (1952)
 AU2680
 AU2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2680'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2680'IS ADEQUATE, EXCEPT THAT THE TANK IS NOW PAINTED SILVER.
 AU2680
 AU2680                          STATION RECOVERY (1966)
 AU2680
 AU2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2680'STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 6
 AU2680'LEGGED SELF SUPPORTED STEEL STRUCTURE, PAINTED GREEN WITH
 AU2680'A WHITE BAND AROUND THE CENTER AND HAS THE LEGEND PROGRESSIVE
 AU2680'JEFFERSON ON THE NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT
 AU2680'IS ABOUT 135 FEET.
 AU2680'
 AU2680'LOCATED IN THE NORTHEAST SECTION OF HARVEY IN THE NORTHEAST
 AU2680'ANGLE OF THE INTERSECTION OF FAIRMONT AND OAK STREET.
 AU2680'
 AU2680'POINT INTERSECTED WAS TOP AND CENTER.
 AU2680'
 AU2680'PREVIOUSLY LISTED AS--MARRERO WATER WORKS NO. 1, BLACK TANK
 AU2680'1934
 AU2680
 AU2680                          STATION RECOVERY (1972)
 AU2680
 AU2680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2680'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AU2680'IS COMPLETE.
 AU2680'
 AU2680'POINT INTERSECTED WAS THE BALL AT THE TOP.
 AU2680
 AU2680                          STATION RECOVERY (2003)
 AU2680
 AU2680'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2724 ***********************************************************************
 AU2724  DESIGNATION -  HARVEY WHITEMAN TOWING MAST
 AU2724  PID         -  AU2724
 AU2724  STATE/COUNTY-  LA/JEFFERSON
 AU2724  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2724
 AU2724                         *CURRENT SURVEY CONTROL
 AU2724  ___________________________________________________________________
 AU2724* NAD 83(1992)-  29 54 47.95315(N)    090 04 26.16805(W)     ADJUSTED  
 AU2724* NAVD 88     -                                                        
 AU2724  **This station is located in a subsidence area (see below).
 AU2724  ___________________________________________________________________
 AU2724  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2724  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU2724
 AU2724  HORZ ORDER  -  THIRD
 AU2724
 AU2724.The horizontal coordinates were established by classical geodetic methods
 AU2724.and adjusted by the National Geodetic Survey in January 1993..
 AU2724
 AU2724 ** The orthometric height has not been validated since last determined
 AU2724 ** by differential leveling and should not be used for control purposes.
 AU2724 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2724 ** area with valid NAVD 88 orthometric heights.
 AU2724 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2724 ** epoch indicated which incorporates improved geoid heights for the
 AU2724 ** Southern Louisiana Subsidence area.
 AU2724 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2724
 AU2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2724
 AU2724.The geoid height was determined by GEOID03.
 AU2724
 AU2724;                    North         East     Units Scale Factor Converg.
 AU2724;SPC LA S     -   157,326.814 1,121,608.731   MT  0.99992690   +0 37 47.0
 AU2724;SPC LA S     -   516,163.06  3,679,811.31   sFT  0.99992690   +0 37 47.0
 AU2724;UTM  15      - 3,312,780.154   782,519.246   MT  1.00058490   +1 27 36.6
 AU2724;UTM  16      - 3,313,153.477   203,196.638   MT  1.00068703   -1 32 02.6
 AU2724
 AU2724                          SUPERSEDED SURVEY CONTROL
 AU2724
 AU2724  NAD 83(1986)-  29 54 47.96786(N)    090 04 26.16774(W) AD(       ) 4
 AU2724  NAD 27      -  29 54 47.23002(N)    090 04 25.90827(W) AD(       ) 3
 AU2724
 AU2724.Superseded values are not recommended for survey control.
 AU2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2724.See file dsdata.txt to determine how the superseded data were derived.
 AU2724
 AU2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8251912780(NAD 83)
 AU2724
 AU2724  HISTORY     - Date     Condition        Report By
 AU2724  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2724
 AU2724                          STATION DESCRIPTION
 AU2724
 AU2724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2724'THE HARVEY, GEORGE W. WHITEMAN TOWING INCORPORATED KDA 910 MAST IS
 AU2724'LOCATED IN THE EASTERN PART OF HARVEY JUST SOUTH OF THE MISSISSIPPI
 AU2724'RIVER LEVEE AT THE OFFICE OF GEORGE W. WHITEMAN TOWING AT 1600
 AU2724'RIVER ROAD, HARVEY, LOUISIANA.
 AU2724'
 AU2724'IT IS A TRIANGULAR IN CROSS-SECTION STEEL STRUCTURE, GUYED, PAINTED
 AU2724'ALTERNATE RED AND WHITE BY SECTIONS AND HAS AN OVERALL HEIGHT OF 160
 AU2724'FEET.
 AU2724'
 AU2724'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3590 ***********************************************************************
 BJ3590  DESIGNATION -  HATCH
 BJ3590  PID         -  BJ3590
 BJ3590  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3590  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3590
 BJ3590                         *CURRENT SURVEY CONTROL
 BJ3590  ___________________________________________________________________
 BJ3590* NAD 83(1992)-  30 52 19.78354(N)    090 59 46.95879(W)     ADJUSTED  
 BJ3590* NAVD 88     -        88.875  (meters)     291.58   (feet)  ADJUSTED  
 BJ3590  ___________________________________________________________________
 BJ3590  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ3590  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3590  DYNAMIC HT  -          88.760 (meters)     291.21  (feet)  COMP
 BJ3590  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 BJ3590
 BJ3590  HORZ ORDER  -  SECOND
 BJ3590  VERT ORDER  -  SECOND    CLASS I
 BJ3590
 BJ3590.The horizontal coordinates were established by classical geodetic methods
 BJ3590.and adjusted by the National Geodetic Survey in May 1994..
 BJ3590
 BJ3590.The orthometric height was determined by differential leveling
 BJ3590.and adjusted by the National Geodetic Survey in February 1994..
 BJ3590
 BJ3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3590
 BJ3590.The geoid height was determined by GEOID03.
 BJ3590
 BJ3590.The dynamic height is computed by dividing the NAVD 88
 BJ3590.geopotential number by the normal gravity value computed on the
 BJ3590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3590.degrees latitude (g = 980.6199 gals.).
 BJ3590
 BJ3590.The modeled gravity was interpolated from observed gravity values.
 BJ3590
 BJ3590;                    North         East     Units Scale Factor Converg.
 BJ3590;SPC LA S     -   262,998.071 1,032,224.853   MT  1.00004114   +0 10 06.5
 BJ3590;SPC LA S     -   862,852.84  3,386,557.71   sFT  1.00004114   +0 10 06.5
 BJ3590;UTM  15      - 3,417,153.446   691,551.268   MT  1.00005263   +1 01 42.3
 BJ3590
 BJ3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3590!SPC LA S     -   0.99999032  x   1.00004114  =   1.00003146
 BJ3590!UTM  15      -   0.99999032  x   1.00005263  =   1.00004295
 BJ3590
 BJ3590|---------------------------------------------------------------------|
 BJ3590| PID    Reference Object                     Distance      Geod. Az  |
 BJ3590|                                                           dddmmss.s |
 BJ3590| CW1466 HATCH RM 1                           15.120 METERS 12900     |
 BJ3590| BJ4680 CLINTON EAST MUN TANK               APPROX. 1.4 KM 2263556.5 |
 BJ3590| BJ3591 HATCH AZ MK                                        2332732.4 |
 BJ3590| BJ3589 HATCH RM 2                           15.215 METERS 30946     |
 BJ3590| BJ4664 HATCH LDH 1970 POINT A               16.088 METERS 34358     |
 BJ3590|---------------------------------------------------------------------|
 BJ3590
 BJ3590                          SUPERSEDED SURVEY CONTROL
 BJ3590
 BJ3590  NAD 83(1992)-  30 52 19.78660(N)    090 59 46.95940(W) AD(       ) 2
 BJ3590  NAD 83(1986)-  30 52 19.80072(N)    090 59 46.95461(W) AD(       ) 2
 BJ3590  NAD 27      -  30 52 19.14808(N)    090 59 46.58013(W) AD(       ) 2
 BJ3590  NGVD 29 (07/19/86)   88.2    (m)          289.     (f) VERT ANG       
 BJ3590
 BJ3590.Superseded values are not recommended for survey control.
 BJ3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3590.See file dsdata.txt to determine how the superseded data were derived.
 BJ3590
 BJ3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9155117153(NAD 83)
 BJ3590_MARKER: DS = TRIANGULATION STATION DISK
 BJ3590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3590_SP_SET: CONCRETE POST
 BJ3590_STAMPING: HATCH 1970
 BJ3590_MARK LOGO: LADH  
 BJ3590_PROJECTION: FLUSH
 BJ3590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3590+STABILITY: SURFACE MOTION
 BJ3590
 BJ3590  HISTORY     - Date     Condition        Report By
 BJ3590  HISTORY     - 1970     MONUMENTED       LADH
 BJ3590  HISTORY     - 1977     GOOD             NGS
 BJ3590  HISTORY     - 1984     GOOD             LADTD
 BJ3590
 BJ3590                          STATION DESCRIPTION
 BJ3590
 BJ3590'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ3590'THE STATION IS LOCATED 1.5 MILES EAST OF CLINTON AND 27 MILES
 BJ3590'NORTHEAST OF BATON ROUGE, IN THE SOUTHWEST QUARTER OF SECTION 79,
 BJ3590'T2S-R2E ON PROPERTY OWNED BY MR. HATCHER.
 BJ3590'
 BJ3590'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, DRIVE NORTHEAST
 BJ3590'ALONG STATE HIGHWAY 10 FOR 1.5 MILES TO A GRAVEL DRIVE LEADING
 BJ3590'NORTHWEST TO A WOOD FRAME HOUSE.  THE STATION IS SET NEAR A FENCE
 BJ3590'IN THE FRONT YARD.
 BJ3590'
 BJ3590'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHWEST ALONG
 BJ3590'STATE HIGHWAY 10 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE LEFT
 BJ3590'AND EAST NEAR A FENCE AND POWER POLE.
 BJ3590'
 BJ3590'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3590'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3590'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3590'STAMPED HATCH 1970.  IT IS 106 FEET NORTHWEST OF THE CENTER OF STATE
 BJ3590'HIGHWAY 10, 102 FEET NORTH OF AN 8 INCH OAK TREE, 86 FEET SOUTH OF
 BJ3590'THE SOUTHWEST CORNER OF A SMALL FRAME HOUSE, 52 FEET NORTHWEST
 BJ3590'OF A FENCE CORNER, 3 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 BJ3590'AND 1 FOOT NORTHEAST OF A FENCE.
 BJ3590'
 BJ3590'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3590'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3590'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3590'STAMPED HATCH RM 1 1970.  IT IS 122 FEET SOUTH-SOUTHWEST OF THE
 BJ3590'SOUTHWEST CORNER OF A FRAME HOUSE, 57 FEET NORTHWEST OF THE CENTER
 BJ3590'OF STATE HIGHWAY 10, 52 FEET SOUTHEAST OF A METAL WITNESS POST, 4
 BJ3590'FEET NORTHWEST OF A FENCE LEADING EAST-WEST, AND 1 FOOT NORTHEAST OF
 BJ3590'A FENCE LEADING NORTH-SOUTH.
 BJ3590'
 BJ3590'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3590'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3590'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3590'STAMPED HATCH RM 2 1970.  IT IS 156 FEET NORTHWEST OF THE CENTER OF
 BJ3590'STATE HIGHWAY 10, 102 FEET NORTHWEST OF A FENCE CORNER, 69
 BJ3590'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 48 FEET
 BJ3590'NORTHWEST OF A METAL WITNESS POST AT THE STATION AND 1 FOOT NORTHEAST
 BJ3590'OF A FENCE.
 BJ3590'
 BJ3590'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3590'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3590'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3590'HATCH AZ MK 1970.  IT IS 275 FEET EAST-NORTHEAST OF A 30
 BJ3590'INCH OAK TREE, 50 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 BJ3590'10, 33 FEET NORTHWEST OF POWER POLE NO. CN 52, 5 FEET NORTHWEST
 BJ3590'OF A FENCE AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 BJ3590'
 BJ3590'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3590
 BJ3590                          STATION RECOVERY (1977)
 BJ3590
 BJ3590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (HS)
 BJ3590'STATION MARK HATCH 1970 RECOVERED IN GOOD CONDITION.
 BJ3590
 BJ3590                          STATION RECOVERY (1984)
 BJ3590
 BJ3590'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3590'2.3 KM (1.4 MI) EAST FROM CLINTON.
 BJ3590'ABOUT 2.3 KM (1.45 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3590'CLINTON TO A GRAVEL DRIVE LEADING NORTHWEST TO A WOOD FRAME HOUSE WITH
 BJ3590'THE STATION MARK SET NEAR A NORTH-SOUTH FENCE IN FRONT YARD,
 BJ3590'32.3 METERS (106 FT) NORTHWEST OF THE CENTER OF HIGHWAY 10,
 BJ3590'26.2 METERS (86 FT) SOUTH OF THE SOUTHWEST CORNER OF FRAME HOUSE,
 BJ3590'15.8 METERS (52 FT) NORTHWEST OF A FENCE CORNER, AND 0.3 METER (1 FT)
 BJ3590'EAST OF A FENCE.
 BJ3590'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 BJ3590'THE MARK IS 1.83 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3591 ***********************************************************************
 BJ3591  DESIGNATION -  HATCH AZ MK
 BJ3591  PID         -  BJ3591
 BJ3591  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3591  USGS QUAD   -  CLINTON (1994)
 BJ3591
 BJ3591                         *CURRENT SURVEY CONTROL
 BJ3591  ___________________________________________________________________
 BJ3591* NAD 83(1986)-  30 52 09.     (N)    091 00 02.     (W)     SCALED    
 BJ3591* NAVD 88     -        87.712  (meters)     287.77   (feet)  ADJUSTED  
 BJ3591  ___________________________________________________________________
 BJ3591  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3591  DYNAMIC HT  -          87.599 (meters)     287.40  (feet)  COMP
 BJ3591  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3591
 BJ3591  VERT ORDER  -  SECOND    CLASS I
 BJ3591
 BJ3591.The horizontal coordinates were scaled from a topographic map and have
 BJ3591.an estimated accuracy of +/- 6 seconds.
 BJ3591
 BJ3591.The orthometric height was determined by differential leveling
 BJ3591.and adjusted by the National Geodetic Survey in February 1994..
 BJ3591
 BJ3591.The geoid height was determined by GEOID03.
 BJ3591
 BJ3591.The dynamic height is computed by dividing the NAVD 88
 BJ3591.geopotential number by the normal gravity value computed on the
 BJ3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3591.degrees latitude (g = 980.6199 gals.).
 BJ3591
 BJ3591.The modeled gravity was interpolated from observed gravity values.
 BJ3591
 BJ3591;                    North         East    Units  Estimated Accuracy
 BJ3591;SPC LA S     -   262,670.    1,031,830.      MT  (+/- 180 meters Scaled)
 BJ3591
 BJ3591                          SUPERSEDED SURVEY CONTROL
 BJ3591
 BJ3591.No superseded survey control is available for this station.
 BJ3591
 BJ3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ911168(NAD 83)
 BJ3591_MARKER: DZ = AZIMUTH MARK DISK
 BJ3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3591_SP_SET: CONCRETE POST
 BJ3591_STAMPING: HATCH AZ MK 1970
 BJ3591_MARK LOGO: LADH  
 BJ3591_PROJECTION: FLUSH
 BJ3591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3591+STABILITY: SURFACE MOTION
 BJ3591
 BJ3591  HISTORY     - Date     Condition        Report By
 BJ3591  HISTORY     - 1970     MONUMENTED       LADH
 BJ3591  HISTORY     - 1984     GOOD             LADTD
 BJ3591
 BJ3591                          STATION DESCRIPTION
 BJ3591
 BJ3591'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3591'1.8 KM (1.1 MI) EAST FROM CLINTON.
 BJ3591'ABOUT 1.8 KM (1.1 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3591'CLINTON TO THE AZIMUTH MARK ON THE RIGHT NEAR A BOARD FENCE,
 BJ3591'83.8 METERS (275 FT) WEST OF A 30-INCH OAK TREE, 15.2 METERS (50 FT)
 BJ3591'SOUTHEAST OF THE CENTER OF HIGHWAY 10, 10.1 METERS (33 FT) NORTHWEST
 BJ3591'OF POWER POLE NUMBER CN 52, AND 1.5 METERS (5 FT) NORTHWEST OF A BOARD
 BJ3591'FENCE.
 BJ3591'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ3591'THE MARK IS 3.05 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3589 ***********************************************************************
 BJ3589  DESIGNATION -  HATCH RM 2
 BJ3589  PID         -  BJ3589
 BJ3589  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3589  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3589
 BJ3589                         *CURRENT SURVEY CONTROL
 BJ3589  ___________________________________________________________________
 BJ3589* NAD 83(1986)-  30 52 20.     (N)    090 59 48.     (W)     SCALED    
 BJ3589* NAVD 88     -        88.981  (meters)     291.93   (feet)  ADJUSTED  
 BJ3589  ___________________________________________________________________
 BJ3589  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3589  DYNAMIC HT  -          88.866 (meters)     291.55  (feet)  COMP
 BJ3589  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 BJ3589
 BJ3589  VERT ORDER  -  SECOND    CLASS I
 BJ3589
 BJ3589.The horizontal coordinates were scaled from a topographic map and have
 BJ3589.an estimated accuracy of +/- 6 seconds.
 BJ3589
 BJ3589.The orthometric height was determined by differential leveling
 BJ3589.and adjusted by the National Geodetic Survey in February 1994..
 BJ3589
 BJ3589.The geoid height was determined by GEOID03.
 BJ3589
 BJ3589.The dynamic height is computed by dividing the NAVD 88
 BJ3589.geopotential number by the normal gravity value computed on the
 BJ3589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3589.degrees latitude (g = 980.6199 gals.).
 BJ3589
 BJ3589.The modeled gravity was interpolated from observed gravity values.
 BJ3589
 BJ3589;                    North         East    Units  Estimated Accuracy
 BJ3589;SPC LA S     -   263,010.    1,032,200.      MT  (+/- 180 meters Scaled)
 BJ3589
 BJ3589                          SUPERSEDED SURVEY CONTROL
 BJ3589
 BJ3589.No superseded survey control is available for this station.
 BJ3589
 BJ3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ915171(NAD 83)
 BJ3589_MARKER: DR = REFERENCE MARK DISK
 BJ3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3589_SP_SET: CONCRETE POST
 BJ3589_STAMPING: HATCH RM 2 1970
 BJ3589_MARK LOGO: LADH  
 BJ3589_PROJECTION: FLUSH
 BJ3589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3589+STABILITY: SURFACE MOTION
 BJ3589
 BJ3589  HISTORY     - Date     Condition        Report By
 BJ3589  HISTORY     - 1970     MONUMENTED       LADH
 BJ3589  HISTORY     - 1984     GOOD             LADTD
 BJ3589
 BJ3589                          STATION DESCRIPTION
 BJ3589
 BJ3589'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3589'2.3 KM (1.4 MI) EAST FROM CLINTON.
 BJ3589'ABOUT 2.3 KM (1.45 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3589'CLINTON TO A GRAVEL DRIVE LEADING NORTHWEST INTO A WOOD FRAME HOUSE
 BJ3589'WITH THE REFERENCE MARK SET NEAR A FENCE, 47.5 METERS (156 FT)
 BJ3589'NORTHWEST OF THE CENTER OF HIGHWAY 10, 31.1 METERS (102 FT) NORTHWEST
 BJ3589'OF A FENCE CORNER, 21 METERS (69 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 BJ3589'CORNER OF A FRAME HOUSE, AND 0.3 METER (1 FT) EAST OF A BARB WIRE
 BJ3589'FENCE.
 BJ3589'THE MARK IS 1.83 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3253 ***********************************************************************
 CQ3253  DESIGNATION -  HAUGHTON ATT MICROWAVE KKT 22
 CQ3253  PID         -  CQ3253
 CQ3253  STATE/COUNTY-  LA/BOSSIER
 CQ3253  USGS QUAD   -  EASTWOOD (1975)
 CQ3253
 CQ3253                         *CURRENT SURVEY CONTROL
 CQ3253  ___________________________________________________________________
 CQ3253* NAD 83(1992)-  32 32 49.83534(N)    093 32 26.82151(W)     ADJUSTED  
 CQ3253* NAVD 88     -                                                        
 CQ3253  ___________________________________________________________________
 CQ3253  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CQ3253  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3253
 CQ3253  HORZ ORDER  -  THIRD
 CQ3253
 CQ3253.The horizontal coordinates were established by classical geodetic methods
 CQ3253.and adjusted by the National Geodetic Survey in January 1993..
 CQ3253
 CQ3253
 CQ3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3253
 CQ3253.The geoid height was determined by GEOID03.
 CQ3253
 CQ3253;                    North         East     Units Scale Factor Converg.
 CQ3253;SPC LA N     -   227,455.346   902,245.562   MT  0.99997494   -0 33 00.9
 CQ3253;SPC LA N     -   746,243.08  2,960,117.31   sFT  0.99997494   -0 33 00.9
 CQ3253;UTM  15      - 3,601,217.619   449,225.441   MT  0.99963179   -0 17 27.4
 CQ3253
 CQ3253                          SUPERSEDED SURVEY CONTROL
 CQ3253
 CQ3253  NAD 83(1986)-  32 32 49.84784(N)    093 32 26.81225(W) AD(       ) 4
 CQ3253  NAD 27      -  32 32 49.30633(N)    093 32 26.18645(W) AD(       ) 3
 CQ3253
 CQ3253.Superseded values are not recommended for survey control.
 CQ3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3253.See file dsdata.txt to determine how the superseded data were derived.
 CQ3253
 CQ3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4922501218(NAD 83)
 CQ3253_MARKER: 45 = MICROWAVE TOWER
 CQ3253
 CQ3253  HISTORY     - Date     Condition        Report By
 CQ3253  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3253  HISTORY     - 20020302 GOOD             USPSQD
 CQ3253  HISTORY     - 20031108 GOOD             USPSQD
 CQ3253
 CQ3253                          STATION DESCRIPTION
 CQ3253
 CQ3253'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3253'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE
 CQ3253'TOWER.  THE STATION IS OWNED AND OPERATED BY THE AMERICAN
 CQ3253'TELEPHONE AND TELEGRAPH COMPANY.
 CQ3253'
 CQ3253'IT IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF HAUGHTON, 1 MILE
 CQ3253'SOUTHWEST OF PRINCETON AND ABOUT 200 YARDS NORTHEAST OF STATE
 CQ3253'HIGHWAY 614.
 CQ3253'
 CQ3253'TO REACH FROM THE POST OFFICE IN PRINCETON GO WEST ON
 CQ3253'U.S. HIGHWAY 80 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ3253'614.  TURN LEFT ON STATE HIGHWAY 614 FOR 1.0 MILE TO THE STATION
 CQ3253'ON THE LEFT.
 CQ3253'
 CQ3253'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED GRAY, WITH TWO
 CQ3253'CORNUCOPIA ANTENNAE AT THE TOP AND HAS AN OVERALL HEIGHT OF 157
 CQ3253'FEET.
 CQ3253
 CQ3253                          STATION RECOVERY (2002)
 CQ3253
 CQ3253'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 CQ3253'RECOVERED IN GOOD CONDITION.
 CQ3253
 CQ3253                          STATION RECOVERY (2003)
 CQ3253
 CQ3253'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3248 ***********************************************************************
 CQ3248  DESIGNATION -  HAUGHTON MUN TANK
 CQ3248  PID         -  CQ3248
 CQ3248  STATE/COUNTY-  LA/BOSSIER
 CQ3248  USGS QUAD   -  EASTWOOD (1975)
 CQ3248
 CQ3248                         *CURRENT SURVEY CONTROL
 CQ3248  ___________________________________________________________________
 CQ3248* NAD 83(1992)-  32 31 51.31212(N)    093 30 11.81784(W)     ADJUSTED  
 CQ3248* NAVD 88     -                                                        
 CQ3248  ___________________________________________________________________
 CQ3248  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 CQ3248  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ3248
 CQ3248  HORZ ORDER  -  THIRD
 CQ3248
 CQ3248.The horizontal coordinates were established by classical geodetic methods
 CQ3248.and adjusted by the National Geodetic Survey in January 1993..
 CQ3248
 CQ3248
 CQ3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3248
 CQ3248.The geoid height was determined by GEOID03.
 CQ3248
 CQ3248;                    North         East     Units Scale Factor Converg.
 CQ3248;SPC LA N     -   225,619.474   905,751.012   MT  0.99997186   -0 31 49.6
 CQ3248;SPC LA N     -   740,219.89  2,971,618.11   sFT  0.99997186   -0 31 49.6
 CQ3248;UTM  15      - 3,599,398.271   452,737.963   MT  0.99962754   -0 16 14.3
 CQ3248
 CQ3248                          SUPERSEDED SURVEY CONTROL
 CQ3248
 CQ3248  NAD 83(1986)-  32 31 51.32486(N)    093 30 11.80888(W) AD(       ) 4
 CQ3248  NAD 27      -  32 31 50.78203(N)    093 30 11.18550(W) AD(       ) 3
 CQ3248
 CQ3248.Superseded values are not recommended for survey control.
 CQ3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3248.See file dsdata.txt to determine how the superseded data were derived.
 CQ3248
 CQ3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5273899398(NAD 83)
 CQ3248_MARKER: 53 = ELEVATED TANK
 CQ3248
 CQ3248  HISTORY     - Date     Condition        Report By
 CQ3248  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3248
 CQ3248                          STATION DESCRIPTION
 CQ3248
 CQ3248'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3248'THE STATION IS THE BALL AT THE APEX OF THE TANK.  THE TANK IS
 CQ3248'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER WITH
 CQ3248'AN OVERALL HEIGHT OF ABOUT 115 FEET, AND IS IN THE SOUTHEAST
 CQ3248'PART OF HAUGHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2566 ***********************************************************************
 AU2566  DESIGNATION -  HAWKINS
 AU2566  PID         -  AU2566
 AU2566  STATE/COUNTY-  LA/IBERIA
 AU2566  USGS QUAD   -  LAKE POINT (1981)
 AU2566
 AU2566                         *CURRENT SURVEY CONTROL
 AU2566  ___________________________________________________________________
 AU2566* NAD 83(1992)-  29 34 18.41068(N)    091 42 21.37311(W)     ADJUSTED  
 AU2566* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2566  ___________________________________________________________________
 AU2566  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2566  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AU2566
 AU2566  HORZ ORDER  -  SECOND
 AU2566
 AU2566.The horizontal coordinates were established by classical geodetic methods
 AU2566.and adjusted by the National Geodetic Survey in January 1993..
 AU2566
 AU2566.The orthometric height was scaled from a topographic map.
 AU2566
 AU2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2566
 AU2566.The geoid height was determined by GEOID03.
 AU2566
 AU2566;                    North         East     Units Scale Factor Converg.
 AU2566;SPC LA S     -   118,860.583   963,897.255   MT  0.99995360   -0 11 10.7
 AU2566;SPC LA S     -   389,961.76  3,162,386.24   sFT  0.99995360   -0 11 10.7
 AU2566;UTM  15      - 3,272,035.386   625,347.247   MT  0.99979386   +0 38 19.4
 AU2566
 AU2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2566!SPC LA S     -   1.00000400  x   0.99995360  =   0.99995760
 AU2566!UTM  15      -   1.00000400  x   0.99979386  =   0.99979786
 AU2566
 AU2566:                Primary Azimuth Mark                     Grid Az
 AU2566:SPC LA S     -  W COTE BLANCHE BAY TEX WELL 26           004 34 49.1
 AU2566:UTM  15      -  W COTE BLANCHE BAY TEX WELL 26           003 45 19.0
 AU2566
 AU2566|---------------------------------------------------------------------|
 AU2566| PID    Reference Object                     Distance      Geod. Az  |
 AU2566|                                                           dddmmss.s |
 AU2566| AU2573 W COTE BLANCHE BAY TEX WELL 26      APPROX.15.7 KM 0042338.4 |
 AU2566| CV9866 HAWKINS RM 1                         18.358 METERS 08505     |
 AU2566| AU2561 E COTE BLANCHE BAY TEX WELL 9       APPROX.13.8 KM 0861628.2 |
 AU2566| AU2567 HAWKINS 2                            27.448 METERS 16216     |
 AU2566| CV9867 HAWKINS RM 2                         18.560 METERS 18125     |
 AU2566| AU2581 MARSH IS BAYOU BLANC CAMP CUP       APPROX. 8.2 KM 2311225.5 |
 AU2566| AU2568 KEY                                 APPROX. 3.1 KM 2981143.9 |
 AU2566| AU2579 W COTE BLANCHE BAY TEX WELL 78      APPROX.16.5 KM 3320555.5 |
 AU2566|---------------------------------------------------------------------|
 AU2566
 AU2566                          SUPERSEDED SURVEY CONTROL
 AU2566
 AU2566  NAD 83(1986)-  29 34 18.43448(N)    091 42 21.36785(W) AD(       ) 2
 AU2566  NAD 27      -  29 34 17.66500(N)    091 42 20.95000(W) AD(       ) 2
 AU2566
 AU2566.Superseded values are not recommended for survey control.
 AU2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2566.See file dsdata.txt to determine how the superseded data were derived.
 AU2566
 AU2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2534772035(NAD 83)
 AU2566_MARKER: DS = TRIANGULATION STATION DISK
 AU2566_SETTING: 0 = UNSPECIFIED SETTING
 AU2566
 AU2566  HISTORY     - Date     Condition        Report By
 AU2566  HISTORY     - 1955     MONUMENTED       CGS
 AU2566  HISTORY     - 1959     GOOD             LOCENG
 AU2566  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AU2566  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AU2566
 AU2566                          STATION DESCRIPTION
 AU2566
 AU2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2566'THE STATION IS LOCATED ON THE CREST OF A LOW SHELL RIDGE
 AU2566'WHICH LIES ON THE MOST NORTHEAST POINT OF MARSH ISLAND.  THE
 AU2566'STATION MARK IS ABOUT ONE HUNDRED YARDS SOUTHWEST OF THE
 AU2566'EXTREME NORTHEAST TIP OF THE ISLAND, FIFTEEN FEET EAST OF
 AU2566'WEST END OF SHELL BEACH AND TEN FEET SOUTH OF MEAN HIGH WATER
 AU2566'LINE.
 AU2566'
 AU2566'BOATS MAY BE OBTAINED AT INTRACOASTAL CITY FOR TRANSPORTATION
 AU2566'TO THIS STATION.
 AU2566'
 AU2566'THE STATION IS A STANDARD DISK, STAMPED HAWKINS 1955, BRAZED
 AU2566'TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 1 FOOT ABOVE
 AU2566'THE GROUND.
 AU2566'
 AU2566'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, HAWKINS
 AU2566'NO 1 1955, BRAZED TO THE TOP OF A 3 INCH IRON PIPE WHICH
 AU2566'PROJECTS 1 FOOT ABOVE THE GROUND.
 AU2566'
 AU2566'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HAWKINS
 AU2566'NO 2 1955, BRAZED TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS
 AU2566'1 FOOT ABOVE THE GROUND.
 AU2566'
 AU2566'THE AZIMUTH MARK IS TRIANGULATION STATION KEY 1933.
 AU2566'
 AU2566'NOTE--A 12 FOOT STAND WAS USED.
 AU2566
 AU2566                          STATION RECOVERY (1959)
 AU2566
 AU2566'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AU2566'RECOVERED BY HO AND R.
 AU2566'
 AU2566'STATION IN DANGER OF BEING LOST
 AU2566'
 AU2566'SHORELINE IS BADLY ERODED AT STATION.  STATION IS IN THE WATER
 AU2566'AT HIGH TIDE.  REF MARKER 2 FOUND IN GOOD SHAPE.
 AU2566
 AU2566                          STATION RECOVERY (1959)
 AU2566
 AU2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 AU2566'THE STATION WAS VISITED 6-12-59 AND THE STATION AND REFERENCE
 AU2566'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 AU2566'WAS FOUND DESTROYED.  THE STATION WAS FOUND IN ABOUT 2 FEET
 AU2566'OF WATER ABOUT 12 FEET FROM THE HIGH WATER LINE AND IN DANGER
 AU2566'OF BEING DESTROYED BY EROSION AND WAVE ACTION.  THE DISTANCE
 AU2566'TO REFERENCE MARK NO. 2 CHECKED WITHIN .02 FOOT OF THE 1955
 AU2566'MEASUREMENT.  THE ANGLE BETWEEN REFERENCE MARK NO. 2 AND
 AU2566'KEY 1933 CHECKED WITHIN ONE MINUTE OF THE 1955 ANGLE.
 AU2566'
 AU2566'A NEW STATION HAWKINS 2 1959 WAS ESTABLISHED AT THIS DATE
 AU2566'90.02 FEET SOUTH-SOUTHEAST OF THE STATION, REFERENCE MARK
 AU2566'NO. 3 WAS ESTABLISHED AND REFERENCE MARK NO. 2 WAS USED AS
 AU2566'THE REFERENCE MARK FOR THE NEW STATION.  STATION KEY 1933
 AU2566'WAS USED AS THE AZIMUTH FOR THE NEW STATION.
 AU2566'
 AU2566'ALL THE MARKS FOR HAWKINS 1955 WERE LEFT AS FOUND BUT WILL
 AU2566'BE DESTROYED AT AN EARLY DATE BY EROSION.
 AU2566'
 AU2566'THE 1955 DESCRIPTION FOR THIS STATION IS ADEQUATE.
 AU2566
 AU2566                          STATION RECOVERY (1966)
 AU2566
 AU2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2566'STATION AND REFERENCE MARK 1 RECOVERED IN VERY POOR CONDITION.
 AU2566'STATION IS ABOUT 70 FEET OFFSHORE IN 2 FEET OF WATER AND
 AU2566'UNSTABLE.  REFERENCE MARK 1 IS LEANING BADLY.  STATION HAWKINS 2
 AU2566'WAS ESTABLISHED ABOUT 110 FEET SOUTHEAST OF THIS STATION
 AU2566'IN 1959.  SEE DESCRIPTION FOR SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2567 ***********************************************************************
 AU2567  DESIGNATION -  HAWKINS 2
 AU2567  PID         -  AU2567
 AU2567  STATE/COUNTY-  LA/IBERIA
 AU2567  USGS QUAD   -  LAKE POINT (1981)
 AU2567
 AU2567                         *CURRENT SURVEY CONTROL
 AU2567  ___________________________________________________________________
 AU2567* NAD 83(1992)-  29 34 17.56155(N)    091 42 21.06264(W)     ADJUSTED  
 AU2567* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2567  ___________________________________________________________________
 AU2567  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2567  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AU2567
 AU2567  HORZ ORDER  -  THIRD
 AU2567
 AU2567.The horizontal coordinates were established by classical geodetic methods
 AU2567.and adjusted by the National Geodetic Survey in January 1993..
 AU2567
 AU2567.The orthometric height was scaled from a topographic map.
 AU2567
 AU2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2567
 AU2567.The geoid height was determined by GEOID03.
 AU2567
 AU2567;                    North         East     Units Scale Factor Converg.
 AU2567;SPC LA S     -   118,834.412   963,905.526   MT  0.99995363   -0 11 10.5
 AU2567;SPC LA S     -   389,875.90  3,162,413.38   sFT  0.99995363   -0 11 10.5
 AU2567;UTM  15      - 3,272,009.341   625,355.892   MT  0.99979389   +0 38 19.5
 AU2567
 AU2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2567!SPC LA S     -   1.00000400  x   0.99995363  =   0.99995763
 AU2567!UTM  15      -   1.00000400  x   0.99979389  =   0.99979789
 AU2567
 AU2567|---------------------------------------------------------------------|
 AU2567| PID    Reference Object                     Distance      Geod. Az  |
 AU2567|                                                           dddmmss.s |
 AU2567| CV9868 HAWKINS 2 RM 3                       23.500 METERS 08512     |
 AU2567| AU2568 KEY                                 APPROX. 3.1 KM 2983246.0 |
 AU2567| CV9867 HAWKINS RM 2                         11.640 METERS 31044     |
 AU2567| AU2566 HAWKINS                              27.448 METERS 34216     |
 AU2567|---------------------------------------------------------------------|
 AU2567
 AU2567                          SUPERSEDED SURVEY CONTROL
 AU2567
 AU2567  NAD 83(1986)-  29 34 17.58550(N)    091 42 21.05743(W) AD(       ) 3
 AU2567  NAD 27      -  29 34 16.81590(N)    091 42 20.63960(W) AD(       ) 3
 AU2567
 AU2567.Superseded values are not recommended for survey control.
 AU2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2567.See file dsdata.txt to determine how the superseded data were derived.
 AU2567
 AU2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2535672009(NAD 83)
 AU2567_MARKER: DS = TRIANGULATION STATION DISK
 AU2567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2567_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2567
 AU2567  HISTORY     - Date     Condition        Report By
 AU2567  HISTORY     - 1959     MONUMENTED       CGS
 AU2567  HISTORY     - 1960     GOOD             CGS
 AU2567  HISTORY     - 1966     GOOD             CGS
 AU2567  HISTORY     - 1970     GOOD             NGS
 AU2567
 AU2567                          STATION DESCRIPTION
 AU2567
 AU2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 AU2567'THE STATION IS LOCATED ON THE NORTHEAST POINT OF MARSH ISLAND,
 AU2567'330 FEET WEST OF THE NORTHEAST POINT OF THE ISLAND, 80 FEET
 AU2567'SOUTH OF THE HIGH WATER LINE, 65 FEET SOUTH OF THE SOUTH
 AU2567'EDGE OF A SHELL BANK (THIS SHELL BANK MOVES BACK AS THE
 AU2567'SHORE LINE RECEDS, 6 FEET SOUTH OF A METAL WITNESS POST BEARING
 AU2567'A WHITE METAL SIGN.  THE MARK IS IN THE CENTER OF A TRIANGLE
 AU2567'FORMED BY 2 3-INCH ROUND METAL PIPE AND THE METAL WITNESS
 AU2567'POST, ALL WHICH PROJECT ABOUT 4 FEET ABOVE THE GROUND.  IT
 AU2567'IS A STANDARD DISK SET IN THE TOP OF A 6-INCH JOHN MANVILLE
 AU2567'PIPE FILLED WITH CONCRETE ON THE BOTTOM OF WHICH IS BOLTED
 AU2567'A 6 FOOT TREATED TWO BY FOUR.  THE MARK PROJECTS ABOUT 12
 AU2567'INCHES ABOVE THE GROUND.
 AU2567'
 AU2567'REFERENCE MARK NO. 2 IS 38.19 FEET WEST-NORTHWEST OF THE
 AU2567'STATION.  IT IS A STANDARD DISK BRAZED ON THE TOP OF A 3-INCH
 AU2567'IRON PIPE PROJECTING 2 FEET.  IT IS STAMPED HAWKINS NO 2 1955.
 AU2567'NOTE--THE ARROW ON THE DISK IS POINTING 129 DEGREES NORTH
 AU2567'OF THE STATION.
 AU2567'
 AU2567'REFERENCE MARK NO. 3 IS 77.10 FEET EAST OF THE STATION.  IT
 AU2567'IS A STANDARD DISK SET IN THE TOP OF A 4-INCH ORANGEBURG
 AU2567'PIPE FILLED WITH CONCRETE AND PROJECTING 2 FEET.
 AU2567'
 AU2567'TRIANGULATION STATION KEY 1955 WILL BE USED AS THE AZIMUTH
 AU2567'MARK FOR THE STATION
 AU2567
 AU2567                          STATION RECOVERY (1960)
 AU2567
 AU2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2567'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2567'THE 1959 DESCRIPTION IS ADEQUATE.
 AU2567
 AU2567                          STATION RECOVERY (1966)
 AU2567
 AU2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2567'STATION AND REFERENCE MARK 3 RECOVERED IN GOOD CONDITION.
 AU2567'THERE WAS A 10 FOOT STAND IN PLACE OVER THE STATION AND A
 AU2567'METAL WITNESS POST WAS SET AT THE STATION.  REFERENCE MARK
 AU2567'4 WAS SEARCHED FOR BUT NOT FOUND.  THE DESCRIPTION IS ADEQUATE.
 AU2567
 AU2567                          STATION RECOVERY (1970)
 AU2567
 AU2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AU2567'STATION WAS VISITED 4-3-70.  STATION MARK AND REFERENCE
 AU2567'MARK 3 RECOVERED IN GOOD CONDITION.  THERE IS A 5-FOOT SQUARE,
 AU2567'10 FEET HIGH WOODEN SURVEYORS PLATFORM OVER THE STATION
 AU2567'AT THIS TIME.  REFERENCE MARK 2 WAS NOT RECOVERED.  THIS
 AU2567'STATION WAS NOT OCCUPIED AT THIS TIME AND NO NEW MARKS WERE
 AU2567'SET.  THE 1959 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1005 ***********************************************************************
 BX1005  DESIGNATION -  HAWTHORN
 BX1005  PID         -  BX1005
 BX1005  STATE/COUNTY-  LA/RAPIDES
 BX1005  USGS QUAD   -  RAPIDES (1992)
 BX1005
 BX1005                         *CURRENT SURVEY CONTROL
 BX1005  ___________________________________________________________________
 BX1005* NAD 83(1992)-  31 21 51.99884(N)    092 35 14.53510(W)     ADJUSTED  
 BX1005* NAVD 88     -        25.825  (meters)      84.73   (feet)  ADJUSTED  
 BX1005  ___________________________________________________________________
 BX1005  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BX1005  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX1005  DYNAMIC HT  -          25.794 (meters)      84.63  (feet)  COMP
 BX1005  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 BX1005
 BX1005  HORZ ORDER  -  FIRST
 BX1005  VERT ORDER  -  FIRST     CLASS I
 BX1005
 BX1005.The horizontal coordinates were established by classical geodetic methods
 BX1005.and adjusted by the National Geodetic Survey in January 1993..
 BX1005
 BX1005.The orthometric height was determined by differential leveling
 BX1005.and adjusted by the National Geodetic Survey in February 1994..
 BX1005
 BX1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1005
 BX1005.The geoid height was determined by GEOID03.
 BX1005
 BX1005.The dynamic height is computed by dividing the NAVD 88
 BX1005.geopotential number by the normal gravity value computed on the
 BX1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1005.degrees latitude (g = 980.6199 gals.).
 BX1005
 BX1005.The modeled gravity was interpolated from observed gravity values.
 BX1005
 BX1005;                    North         East     Units Scale Factor Converg.
 BX1005;SPC LA N     -    95,849.591   991,687.938   MT  0.99996104   -0 02 46.3
 BX1005;SPC LA N     -   314,466.53  3,253,562.84   sFT  0.99996104   -0 02 46.3
 BX1005;UTM  15      - 3,470,066.186   539,241.627   MT  0.99961899   +0 12 53.2
 BX1005
 BX1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1005!SPC LA N     -   1.00000008  x   0.99996104  =   0.99996112
 BX1005!UTM  15      -   1.00000008  x   0.99961899  =   0.99961907
 BX1005
 BX1005|---------------------------------------------------------------------|
 BX1005| PID    Reference Object                     Distance      Geod. Az  |
 BX1005|                                                           dddmmss.s |
 BX1005| BX2273 HAWTHORN RM 1                        74.320 METERS 01726     |
 BX1005| BX1107 HAWTHORN RM 3                        56.031 METERS 03005     |
 BX1005| BX1108 HAWTHORN RM 2                        72.332 METERS 08332     |
 BX1005| CY3758 HAWTHORN AZ MK 2                                   1052803.2 |
 BX1005| BX2671 ALEXANDRIA S CEN BELL MW MAST       APPROX.14.7 KM 1150912.1 |
 BX1005| BX2676 ALEXANDRIA POLICE KKC 593 TWR       APPROX.12.4 KM 1154214.1 |
 BX1005| BX2666 ALEXANDRIA E MUN TANK               APPROX.17.8 KM 1184646.3 |
 BX1005| CY3757 HAWTHORN AZ MK                                     1250241.0 |
 BX1005| BX1004 RAPIDES=H 13                         36.822 METERS 12653     |
 BX1005| BX2681 ALEXANDRIA W MUN TANK               APPROX.13.5 KM 1273426.2 |
 BX1005| BX2701 ALEXANDRIA ENGLAND AFB NW TANK      APPROX. 6.5 KM 1312240.6 |
 BX1005| BX2702 ALEXANDRIA ENGLAND AFB CON TWR      APPROX. 6.1 KM 1371656.8 |
 BX1005| BX1102 BOYCE 2                             APPROX. 6.5 KM 2863321.9 |
 BX1005| BX2712 BOYCE MUN TANK                      APPROX. 8.4 KM 2900518.6 |
 BX1005|---------------------------------------------------------------------|
 BX1005
 BX1005                          SUPERSEDED SURVEY CONTROL
 BX1005
 BX1005  NAD 83(1986)-  31 21 52.01849(N)    092 35 14.53072(W) AD(       ) 1
 BX1005  NAD 27      -  31 21 51.37121(N)    092 35 14.01968(W) AD(       ) 1
 BX1005  NAVD 88 (06/15/91)   25.825  (m)           84.73   (f) UNKNOWN     1 1
 BX1005  NGVD 29 (??/??/??)   25.819  (m)           84.71   (f) ADJUSTED    1 1
 BX1005
 BX1005.Superseded values are not recommended for survey control.
 BX1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1005.See file dsdata.txt to determine how the superseded data were derived.
 BX1005
 BX1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3924270066(NAD 83)
 BX1005_MARKER: DS = TRIANGULATION STATION DISK
 BX1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1005_STAMPING: HAWTHORN 1934
 BX1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1005+STABILITY: SURFACE MOTION
 BX1005
 BX1005  HISTORY     - Date     Condition        Report By
 BX1005  HISTORY     - 1934     MONUMENTED       CGS
 BX1005  HISTORY     - 1935     GOOD             LAGS
 BX1005  HISTORY     - 1943     GOOD             USE
 BX1005  HISTORY     - 1959     GOOD             CGS
 BX1005  HISTORY     - 1969     GOOD             CGS
 BX1005  HISTORY     - 1970     GOOD             NGS
 BX1005  HISTORY     - 1970     GOOD             NGS
 BX1005  HISTORY     - 1977     GOOD             USAF
 BX1005  HISTORY     - 1977     GOOD             NGS
 BX1005  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1005
 BX1005                          STATION DESCRIPTION
 BX1005
 BX1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX1005'STATION IS LOCATED ABOUT 9 MILES NW OF ALEXANDRIA ALONG STATE
 BX1005'HIGHWAY 20 TO GRAVEL CROSSROADS KNOWN AS RAPIDES, THENCE
 BX1005'N ON GRAVEL ROAD 0.1 MILE TO RAILROAD TRACKS AND STATION ON
 BX1005'RIGHT.  ON OPPOSITE SIDE OF ROAD FROM STATION RAPIDES IN LOT
 BX1005'9, T 5 N, R 2 W, ON LAND OWNED BY MR. HAWTHORN.  STATION IS
 BX1005'4.3 FEET N OF E-W FENCE LINE, 18.4 FEET W OF N-S FENCE LINE,
 BX1005'46 FEET W OF CENTER LINE OF GRAVEL ROAD.
 BX1005'
 BX1005'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX1005'BRONZE DISKS SET IN CONCRETE.
 BX1005'
 BX1005'REFERENCE MARK NO. 1 IS 74.320 METERS (243.82 FEET) NE OF STATION
 BX1005'AND 25.6 FEET E OF CENTER LINE OF GRAVEL ROAD, LEADING TO
 BX1005'STATION, 3 FEET E OF FENCE LINE.
 BX1005'
 BX1005'REFERENCE MARK NO. 2 IS 72.322 METERS (237.29 FEET) E OF
 BX1005'STATION AT NE GATEPOST LEADING TO GRASS FIELD, 45 FEET SE OF
 BX1005'CENTER LINE OF GRAVEL ROAD.
 BX1005'
 BX1005'AZIMUTH MARK IS LOCATED ON PROPERTY OF STANDARD PIPE LINE
 BX1005'COMPANY ABOUT 0.5 MILE SE OF STATION ON TOP OF SMALL LEVEE, ABOUT
 BX1005'60 YARDS SSE OF THE LARGEST STORAGE TANK, 60 YARDS N OF HIGHWAY
 BX1005'20.  (A CONNECTION WAS MADE HAWTHORN TO RAPIDES).
 BX1005'
 BX1005'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX1005
 BX1005                          STATION RECOVERY (1935)
 BX1005
 BX1005'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BX1005'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BX1005
 BX1005                          STATION RECOVERY (1943)
 BX1005
 BX1005'RECOVERY NOTE BY US ENGINEERS 1943
 BX1005'$
 BX1005'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RAILROAD
 BX1005'STATION AT RAPIDES HAS BEEN DESTROYED.  THE STATION MAY BE
 BX1005'REACHED BY STARTING AT THE INTERSECTION OF MAIN STREET AND
 BX1005'STATE HIGHWAY 20 IN BOYCE, AND PROCEEDING E ALONG STATE
 BX1005'HIGHWAY 20 FOR ABOUT 5.3 MILES TO A CROSSROADS, THEN N ABOUT
 BX1005'0.05 MILE TO THE RAILROAD TRACKS.  THE STATION IS NW OF THE
 BX1005'INTERSECTION OF THE DIRT ROAD AND THE RAILROAD TRACKS.
 BX1005'
 BX1005'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 BX1005'
 BX1005'REFERENCE MARK 2 WAS NOT LOCATED.
 BX1005'
 BX1005'AZIMUTH MARK LOCATED IN GOOD CONDITION.
 BX1005
 BX1005                          STATION RECOVERY (1959)
 BX1005
 BX1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX1005'THE STATION WAS VISITED 9-23-59 AND THE STATION, REFERENCE
 BX1005'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BX1005'MARK WAS SEARCHED FOR AT THIS DATE BY WAS NOT FOUND, IT WAS
 BX1005'EITHER COVERED OVER OR DESTROYED WHEN IMPROVEMENTS WERE MADE
 BX1005'ON THE LEVEE ON WHICH IT WAS SET.  TRAVERSE STATION RAPIDES 1919
 BX1005'WAS SEARCHED FOR WITH THE DISTANCE AND DIRECTION FROM THE
 BX1005'STATION AND WAS NOT FOUND.  THE MARK IS EITHER COVERED DEEP WITH
 BX1005'THE NEW FILL ON THE RAILROAD OR DESTROYED WHEN THE
 BX1005'DITCHES ALONG THE RAILROAD TRACKS WERE EXCAVATED.
 BX1005'
 BX1005'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF ALEXANDRIA,
 BX1005'5 MILES EAST-SOUTHEAST OF BOYCE, AT RAPIDES ROAD CROSSING,
 BX1005'A GRAVELED ROAD CROSSING THE TEXAS AND PACIFIC RAILROAD AND
 BX1005'FORKS IMMEDIATELY AFTER CROSSING THE TRACKS.  IT IS IN THE
 BX1005'NORTHWEST ANGLE OF THE ROAD CROSSING AND IN THE SE CORNER OF SEC.
 BX1005'9, T 5N, R 2 W.  IT IS 48 FEET WEST OF THE CENTER OF THE
 BX1005'GRAVELED ROAD LEADING NORTH, 62 FEET NORTH OF THE NORTH RAIL OF
 BX1005'THE TRACKS, 77 FEET SOUTH OF A 4-FOOT LONE PECAN TREE, 16.6 FEET
 BX1005'WEST OF A FENCE CORNER, 86 FEET NORTHWEST OF THE
 BX1005'INTERSECTIONS OF THE CENTERLINES OF THE ROAD AND THE
 BX1005'TRACK, 33.5 FEET NORTHEAST OF THE FIRST POLE WEST OF THE
 BX1005'ROAD CROSSING, POLE NO. 7071, 4 FEET NORTH OF A FENCE LINE AND
 BX1005'5 FEET NORTH OF A METAL WITNESS POST BEARING A WHITE SIGN.
 BX1005'IT IS A STANDARD DISK, STAMPED HAWTHORNE 1934, PROJECTING 6
 BX1005'INCHES.
 BX1005'
 BX1005'REFERENCE MARK NO. 1 IS 243.82 FEET NORTH-NORTHEAST OF THE
 BX1005'STATION, 305 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 26 FEET
 BX1005'EAST OF THE CENTER OF THE GRAVELED ROAD, 4 FEET SOUTHEAST OF A
 BX1005'6-INCH SCRUB OAK TREE AND 3 FEET EAST OF A FENCE LINE.  IT IS
 BX1005'A STANDARD DISK, STAMPED HAWTHORNE NO 1 1934, PROJECTING 2
 BX1005'INCHES.
 BX1005'
 BX1005'REFERENCE MARK NO. 2 IS 237.29 FEET EAST OF THE STATION.  IT
 BX1005'IS 38 FEET SOUTHEAST OF THE CENTER OF A BLACK TOP ROAD LEADING
 BX1005'NORTHEAST, 5 FEET NORTHEAST OF A DIM ROAD LEADING INTO A
 BX1005'CEMETERY, AND 16.6 FEET NORTH-NORTHWEST OF A DOUBLE CONCRETE
 BX1005'VAULT GRAVE OF MR. LOUIS N JOHNSON, JUNE 10 1953.  IT IS A
 BX1005'STANDARD DISK, STAMPED HAWTHORNE NO 2 1934, PROJECTING 6 INCHES.
 BX1005'
 BX1005'TO REACH THE STATION FROM THE TRAFFIC CIRCLE JUST WEST OF THE
 BX1005'BRIDGE OVER RED RIVER GO NORTH AND NORTHWEST ON STATE HIGHWAY
 BX1005'1 FOR 7.4 MILES TO A GRAVELED CROSS ROAD, TURN RIGHT AND GO
 BX1005'0.1 MILE TO THE TEXAS AND PACIFIC RAILROAD TRACKS AND THE
 BX1005'STATION IN THE NORTHWEST ANGLE OF THE ROAD CROSSING.
 BX1005
 BX1005                          STATION RECOVERY (1969)
 BX1005
 BX1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1005'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARKS
 BX1005'1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND
 BX1005'TRAVERSE STATION RAPIDES 1919 (G-13) WERE NOT SEARCHED FOR AS
 BX1005'THEY WERE REPORTED DESTROYED IN 1959.  REFERENCE MARK 3 AND AN
 BX1005'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 BX1005'
 BX1005'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BX1005'
 BX1005'THE STATION IS LOCATED AT THE SMALL VILLAGE OF RAPIDES WHICH IS
 BX1005'ABOUT 9 MILES NORTHWEST OF ALEXANDRIA AND 5 MILES SOUTHEAST OF
 BX1005'BOYCE ON STATE HIGHWAY 1.
 BX1005'
 BX1005'TO REACH FROM THE TRAFFIC CIRCLE IN THE NORTH EDGE OF ALEXANDRIA
 BX1005'(JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 1) GO NORTHWESTERLY
 BX1005'ON STATE HIGHWAY 1 FOR 7.5 MILES TO THE VILLAGE OF RAPIDES, A SIDE
 BX1005'ROAD ON THE RIGHT AND A STORE ON THE LEFT.  TURN RIGHT ON
 BX1005'SURFACED ROAD FOR 0.1 MILE TO RAILROAD TRACKS AND STATION ON
 BX1005'THE LEFT JUST AFTER CROSSING TRACKS.
 BX1005'
 BX1005'STATION MARK IS A STANDARD DISK, STAMPED HAWTHORN 1934, SET IN
 BX1005'THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 BX1005'INCHES.  IT IS 80 FEET SOUTH-SOUTHEAST OF A 36-INCH PECAN TREE,
 BX1005'56 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 45 FEET
 BX1005'WEST OF THE CENTER OF THE SURFACED ROAD, 17 FEET NORTHWEST OF A
 BX1005'CORNER FENCE POST, 5.5 FEET WEST OF A METAL WITNESS POST WITH
 BX1005'SIGN ATTACHED AND 4 FEET NORTH OF A FENCE.
 BX1005'
 BX1005'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAWTHORN NO 1 1934,
 BX1005'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 2
 BX1005'INCHES.  IT IS 29 FEET EAST OF THE CENTER OF THE ROAD, 6 FEET
 BX1005'NORTH-NORTHEAST OF A DOUBLE TRUNK TREE AND 3 FEET EAST OF A
 BX1005'WIRE FENCE.
 BX1005'
 BX1005'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAWTHORN NO 2 1934,
 BX1005'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6
 BX1005'INCHES.  IT IS 37 FEET SOUTH OF THE CENTER OF THE ROAD, 22 FEET
 BX1005'SOUTHEAST OF THE CENTER OF A CEMETERY DRIVEWAY AND 0.5 FOOT
 BX1005'NORTHWEST OF THE WITNESS POST.
 BX1005'
 BX1005'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HAWTHORN NO 3
 BX1005'1934 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT.  IT IS
 BX1005'187 FEET NORTH OF THE NORTH RAIL, 130 FEET NORTH-NORTHEAST OF
 BX1005'THE CORNER FENCE POST, 24 FEET EAST OF THE CENTER OF THE ROAD
 BX1005'AND 1 FOOT WEST OF A WIRE FENCE.
 BX1005'
 BX1005'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAWTHORN 1934 1968,
 BX1005'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR A
 BX1005'RAILROAD SIGNAL LAMP.  IT IS 58 FEET NORTH OF THE CENTER OF
 BX1005'A PAVED ROAD, 41.5 FEET NORTHWEST OF A TELEGRAPH POLE AND 8.5
 BX1005'FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS.
 BX1005'
 BX1005'HEIGHT OF LIGHT ABOVE STATION MARK 38.18 METERS.
 BX1005
 BX1005                          STATION RECOVERY (1970)
 BX1005
 BX1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RG)
 BX1005'THE STATION MARK, STAMPED HAWTHORN 1934, IS ABOUT 0.15 MILE
 BX1005'SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT BOYCE, THENCE
 BX1005'5.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, AT THE
 BX1005'SMALL COMMUNITY OF RAPIDES, 58 FEET NORTH OF THE NORTH RAIL OF THE
 BX1005'MAIN TRACK, 120 FEET NORTHWEST AND ACROSS A PAVED ROAD FROM THE
 BX1005'RAPIDES STATION SIGN, 44 FEET WEST OF THE CENTER LINE OF THE
 BX1005'ROAD, 77 FEET SOUTH OF A 40-INCH PECAN TREE, 83 FEET NORTHWEST OF
 BX1005'THE CENTER OF THE CROSSING OF THE RAILROAD AND THE PAVED ROAD,
 BX1005'16 FEET WEST OF A CORNER FENCE POST, 4 FEET NORTH OF A
 BX1005'FENCE, 5.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 4
 BX1005'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 BX1005'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BX1005'GROUND.
 BX1005'
 BX1005'R.M. 1, STAMPED HAWTHORN NO 1 1934, IS 243.82 FEET NORTHEAST
 BX1005'OF THE STATION MARK, 27 FEET EAST OF THE CENTER LINE OF A PAVED
 BX1005'ROAD, 3-1/2 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND
 BX1005'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 BX1005'ABOVE THE SURFACE OF THE GROUND.
 BX1005'
 BX1005'R.M. 2, STAMPED HAWTHORN NO 2 1934, IS 237.29 FEET EAST AND
 BX1005'ACROSS THE ROAD FROM THE STATION MARK, IN THE NORTHWEST EDGE OF A
 BX1005'CEMETERY, 136 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 BX1005'168 FEET NORTHEAST OF THE RAPIDES STATION SIGN, 38 FEET SOUTHEAST
 BX1005'OF THE CENTER LINE OF A PAVED ROAD, 1.0 FOOT WEST OF A METAL
 BX1005'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 BX1005'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 BX1005'GROUND.
 BX1005'
 BX1005'R.M. 3, STAMPED HAWTHORNE NO 3 1934 1968, IS 133.7 FEET
 BX1005'NORTHEAST AND ACROSS THE ROAD FROM THE STATION MARK, 23 FEET
 BX1005'EAST OF THE CENTER LINE OF A PAVED ROAD, 1 FOOT WEST OF A FENCE,
 BX1005'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 BX1005'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 BX1005'OF THE GROUND.
 BX1005
 BX1005                          STATION RECOVERY (1970)
 BX1005
 BX1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX1005'5.4 MI E FROM BOYCE.
 BX1005'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1005'BOYCE, THENCE 5.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, AT
 BX1005'THE SMALL COMMUNITY OF RAPIDES, 58 FEET NORTH OF THE NORTH RAIL OF THE
 BX1005'MAIN TRACK, 120 FEET NORTHWEST AND ACROSS A PAVED ROAD FROM THE
 BX1005'RAPIDES STATION SIGN, 44 FEET WEST OF THE CENTER LINE OF THE ROAD, 77
 BX1005'FEET SOUTH OF A 40-INCH PECAN TREE, 83 FEET NORTHWEST OF THE CENTER OF
 BX1005'THE CROSSING OF THE RAILROAD AND THE PAVED ROAD, 16 FEET WEST OF A
 BX1005'CORNER FENCE POST, 4 FEET NORTH OF A FENCE, 5.2 FEET NORTH OF A METAL
 BX1005'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 BX1005'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 BX1005'OF THE GROUND.
 BX1005
 BX1005                          STATION RECOVERY (1977)
 BX1005
 BX1005'RECOVERY NOTE BY US AIR FORCE 1977 (JF)
 BX1005'HAWTHORN 1934 RECOVERED GOOD.
 BX1005'
 BX1005'AZ MK, HAWTHORN 1934, 1968 RECOVERED GOOD.
 BX1005'
 BX1005'STATION AND AZ MK RECOVERED AS DESCRIBED.  NO LONGER INTERVISIBLE
 BX1005'FROM GROUND LEVEL DUE TO TREE GROWTH.
 BX1005'
 BX1005'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST OF
 BX1005'BOYCE.
 BX1005
 BX1005                          STATION RECOVERY (1977)
 BX1005
 BX1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1005'RECOVERED IN GOOD CONDITION.
 BX1005
 BX1005                          STATION RECOVERY (1999)
 BX1005
 BX1005'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2091 ***********************************************************************
 BX2091  DESIGNATION -  HAWTHORN 2
 BX2091  PID         -  BX2091
 BX2091  STATE/COUNTY-  LA/VERNON
 BX2091  USGS QUAD   -  LEESVILLE (1994)
 BX2091
 BX2091                         *CURRENT SURVEY CONTROL
 BX2091  ___________________________________________________________________
 BX2091* NAD 83(1992)-  31 11 34.00800(N)    093 17 44.21175(W)     ADJUSTED  
 BX2091* NAVD 88     -        91.58   (+/-2cm)     300.5    (feet)  VERTCON   
 BX2091  ___________________________________________________________________
 BX2091  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 BX2091  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2091
 BX2091  HORZ ORDER  -  FIRST
 BX2091  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2091
 BX2091.The horizontal coordinates were established by classical geodetic methods
 BX2091.and adjusted by the National Geodetic Survey in January 1993..
 BX2091
 BX2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2091.The vertical order pertains to the NGVD 29 superseded value.
 BX2091
 BX2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2091
 BX2091.The geoid height was determined by GEOID03.
 BX2091
 BX2091;                    North         East     Units Scale Factor Converg.
 BX2091;SPC LA N     -    77,091.905   924,169.848   MT  0.99999418   -0 25 14.3
 BX2091;SPC LA N     -   252,925.69  3,032,047.24   sFT  0.99999418   -0 25 14.3
 BX2091;UTM  15      - 3,451,004.749   471,835.735   MT  0.99960978   -0 09 11.2
 BX2091
 BX2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2091!SPC LA N     -   0.99998980  x   0.99999418  =   0.99998398
 BX2091!UTM  15      -   0.99998980  x   0.99960978  =   0.99959958
 BX2091
 BX2091|---------------------------------------------------------------------|
 BX2091| PID    Reference Object                     Distance      Geod. Az  |
 BX2091|                                                           dddmmss.s |
 BX2091| BX2093 HAWTHORN 2 RM 3                      57.409 METERS 06530     |
 BX2091| BX2090 HAWTHORN 2 RM 5                      91.736 METERS 11736     |
 BX2091| BX2909 LEESVILLE S BELL TEL MW KTF 69      APPROX. 6.4 KM 1502605.3 |
 BX2091| BX2918 COOPERS 2                           APPROX.11.8 KM 1681548.1 |
 BX2091| BX2911 LEESVILLE CLECO TANK                APPROX. 5.5 KM 1710341.4 |
 BX2091| BX2912 LEESVILLE CABLE TV MAST             APPROX. 6.5 KM 1762032.3 |
 BX2091| BX2913 LEESVILLE RAD STA KLLA MAST         APPROX. 5.8 KM 1804819.4 |
 BX2091| BX2914 LEESVILLE LOT                       APPROX. 6.0 KM 1890137.8 |
 BX2091| BX2906 HAWTHORN RESET                      174.476 METERS 18935     |
 BX2091| BX2092 HAWTHORN 2 RM 4                      28.075 METERS 30052     |
 BX2091| BX2946 HORNBECK KCS MICROWAVE KJN 85       APPROX.17.9 KM 3132706.6 |
 BX2091| BX2947 HORNBECK LOT                        APPROX.18.0 KM 3133102.6 |
 BX2091| BX2942 HORNBECK ATT MICROWAVE KGP 71       APPROX.17.2 KM 3183030.4 |
 BX2091|---------------------------------------------------------------------|
 BX2091
 BX2091                          SUPERSEDED SURVEY CONTROL
 BX2091
 BX2091  NAD 83(1986)-  31 11 34.02069(N)    093 17 44.20608(W) AD(       ) 1
 BX2091  NAD 27      -  31 11 33.35453(N)    093 17 43.60864(W) AD(       ) 1
 BX2091  NGVD 29 (??/??/??)   91.679  (m)          300.78   (f) ADJUSTED    2 1
 BX2091
 BX2091.Superseded values are not recommended for survey control.
 BX2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2091.See file dsdata.txt to determine how the superseded data were derived.
 BX2091
 BX2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7183651005(NAD 83)
 BX2091_MARKER: DS = TRIANGULATION STATION DISK
 BX2091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2091_SP_SET: CONCRETE BLOCK
 BX2091_STAMPING: HAWTHORN 2 1972
 BX2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2091
 BX2091  HISTORY     - Date     Condition        Report By
 BX2091  HISTORY     - 1972     MONUMENTED       NGS
 BX2091  HISTORY     - 1974     GOOD             NGS
 BX2091  HISTORY     - 1975     GOOD             LADTD
 BX2091  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2091
 BX2091                          STATION DESCRIPTION
 BX2091
 BX2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LCA)
 BX2091'5 AND 10 KGS. TENSION ON MEASUREMENT TO THE RMS.
 BX2091'
 BX2091'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 BX2091'
 BX2091'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BX2091'
 BX2091'THE STATION IS ABOUT 5.5 MILES SOUTHEAST OF ANACOCO, 3.5 MILES
 BX2091'NORTHWEST OF LEESVILLE AND ON LAND OWNED BY MR. F. P. JONES JR.,
 BX2091'3859 CHERRY CHASE.  HOUSTON, TEXAS, 77019.
 BX2091'
 BX2091'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX2091'STATE HIGHWAY 8 IN LEESVILLE, GO NORTHERLY ON U. S. HIGHWAY 171 AND
 BX2091'STATE HIGHWAY 8 FOR 1.2 MILES TO WHERE STATE HIGHWAY 8 TURNS RIGHT.
 BX2091'CONTINUE NORTHERLY ON U. S. HIGHWAY 171 FOR 2.15 MILES TO HAWTHORN
 BX2091'ROAD ON THE LEFT AND A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 BX2091'NORTHEASTERLY ON THE PAVED ROAD FOR 0.9 MILE TO A SIDE ROAD
 BX2091'LEFT.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR 0.6 MILE TO A
 BX2091'DRIVEWAY LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY LEADING
 BX2091'TO A BRICK HOUSE FOR 0.1 MILE TO A WOODS ROAD, CONTINUE SOUTH
 BX2091'ON THE WOODS ROAD FOR 0.35 MILE TO A IRON GATE.  PASS THROUGH THE
 BX2091'GATE AND TURN SHARP RIGHT AND GO WEST ON A WOODS ROAD FOR 0.2 MILE
 BX2091'TO THE STATION.
 BX2091'
 BX2091'STATION MARKS ARE STANDARD DISKS STAMPED HAWTHORN 2 1972.  THE
 BX2091'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2091'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 41
 BX2091'FEET NORTH OF A FENCE, 23.5 FEET EAST OF A 14-INCH PINE TREE WITH
 BX2091'A TRIANGLE BLAZE AND 6 FEET NORTH OF A METAL WITNESS POST.  THE
 BX2091'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2091'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2091'
 BX2091'HAWTHORN SURFACE DISK.  A STANDARD DISK STAMPED HAWTHORN 1941 1972,
 BX2091'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BX2091'14 INCHES BELOW THE GROUND SURFACE.  IT IS 531 FEET SOUTH OF A
 BX2091'FENCE AND 360 FEET WEST OF A FENCE.  THE UNDERGROUND DISK, A
 BX2091'STANDARD DISK STAMPED HAWTHORN 1941, SET IN THE TOP OF AN IRREGULAR
 BX2091'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 BX2091'
 BX2091'REFERENCE MARK 3, A STANDARD DISK STAMPED HAWTHORN 2 NO 3 1972, IS
 BX2091'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2091'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 BX2091'NORTHEAST OF A 12-INCH PINE TREE, 15 FEET NORTHWEST OF A 11-INCH
 BX2091'PINE TREE AND 6 FEET SOUTH OF AN 18-INCH PINE TREE.
 BX2091'
 BX2091'REFERENCE MARK 4, A STANDARD DISK STAMPED HAWTHORN 2 NO 4 1972, IS
 BX2091'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2091'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET WEST OF
 BX2091'A 16-INCH PINE TREE, 20 FEET NORTHEAST OF A 16-INCH PINE TREE AND
 BX2091'4.5 FEET SOUTHEAST OF A 14-INCH PINE TREE.
 BX2091'
 BX2091'REFERENCE MARK 5, A STANDARD DISK STAMPED HAWTHORN 2 NO 5 1972, IS
 BX2091'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2091'PROJECTS 14 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET EAST OF
 BX2091'THE CENTER OF A FARM LANE, 4 FEET SOUTH OF A METAL WITNESS POST
 BX2091'AND 1 FOOT WEST OF A FENCE.
 BX2091'
 BX2091'NEAREST TOWN--3.5 MILES NW OF LEESVILLE.
 BX2091'
 BX2091'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 BX2091
 BX2091                          STATION RECOVERY (1974)
 BX2091
 BX2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWH)
 BX2091'THE STATION IS LOCATED ABOUT 4.10 MILES NORTH ALONG UNITED STATES
 BX2091'HIGHWAY 171 FROM THE COURTHOUSE IN LEESVILLE TO MR. I. A. SMARTS
 BX2091'PLACE, ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE DRIVEWAY,
 BX2091'PASSING THROUGH 2 GATES, FOR 0.3 MILES TO THE HIGHEST POINT OF THE
 BX2091'OPEN FIELD.  OBTAIN PERMISSION FROM MR. SMART BEFORE DRIVING TO
 BX2091'THE STATION.
 BX2091'
 BX2091'HAWTHORN 2 IS SET 41 FEET NORTH OF A BARB WIRE FENCE.  23.5 FEET
 BX2091'EAST OF A 14 INCH PINE TREE WITH A TRIANGLE BLAZE.  SET IN THE TOP
 BX2091'OF A 10 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
 BX2091'GROUND.  A STEEL WITNESS POST IS SET 6 FEET SOUTH OF THE MARK.
 BX2091'
 BX2091'REFERENCE NO.  3 IS SET 20 FEET NORTHEAST OF A 12 INCH PINE TREE.
 BX2091'15 FEET NORTHWEST OF A 11 INCH PINE TREE.  6 FEET SOUTH OF A 18 INCH
 BX2091'PINE TREE.  SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 BX2091'PROJECTING 5 INCHES ABOVE GROUND.
 BX2091'
 BX2091'REFERENCE NO.  4 IS SET 27 FEET WEST OF A 16 INCH PINE TREE.  20
 BX2091'FEET NORTHEAST OF A 16 INCH PINE TREE.  4.5 FEET SOUTHEAST OF A 14
 BX2091'INCH PINE TREE.  SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 BX2091'PROJECTING 5 INCHES ABOVE THE GROUND.
 BX2091'
 BX2091'REFERENCE NO.  5 IS SET 15 FEET EAST OF THE CENTER OF A FARM LANE.
 BX2091'1 FOOT WEST OF A BARB WIRE FENCE.  SET IN THE TOP OF A 10 INCH
 BX2091'CONCRETE MONUMENT PROJECTING 14 INCHES THE GROUND.  A METAL WITNESS
 BX2091'POST IS SET 4 FEET NORTH OF THE MARK.
 BX2091'
 BX2091'THE AZIMUTH MARK A STANDARD LOUISANA DEPARTMENT OF HIGHWAYS SURVEY
 BX2091'DISK STAMPED C 3330 RESET 1957, IS SET IN THE TOP OF A 12 INCH
 BX2091'CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS
 BX2091'40 FEET NORTH OF THE CENTER OF UNITED STATES HIGHWAY 171.  24 FEET
 BX2091'WEST OF THE CENTER OF THE DRIVEWAY LEADING TO MR. I. A.  SMARTS
 BX2091'HOUSE.  A METAL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX2091
 BX2091                          STATION RECOVERY (1975)
 BX2091
 BX2091'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BX2091'4.10 MI N FROM LEESVILLE.
 BX2091'LOCATED ABOUT 4.10 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2091'THE COURTHOUSE IN LEESVILLE TO THE MR. I.A. SMART PLACE ON THE RIGHT.
 BX2091'TURN RIGHT AND GO NORTHEAST ON THE DRIVEWAY, PASSING THROUGH 2 GATES
 BX2091'FOR 0.3 MILES TO THE HIGHEST POINT OF THE OPEN FIELD.  OBTAIN
 BX2091'PERMISSION FROM MR. SMART BEFORE DRIVING TO THE STATION.  THE MARK IS
 BX2091'SET 41 FEET NORTH OF A BARB WIRE FENCE.  23.5 FEET EAST OF A 14 INCH
 BX2091'PINE TREE WITH A TRIANGLE BLAZE.  SET IN THE TOP OF A 10 INCH CONCRETE
 BX2091'BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BX2091'SET 6 FEET SOUTH OF THE MARK.
 BX2091
 BX2091                          STATION RECOVERY (1994)
 BX2091
 BX2091'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2093 ***********************************************************************
 BX2093  DESIGNATION -  HAWTHORN 2 RM 3
 BX2093  PID         -  BX2093
 BX2093  STATE/COUNTY-  LA/VERNON
 BX2093  USGS QUAD   -  LEESVILLE (1994)
 BX2093
 BX2093                         *CURRENT SURVEY CONTROL
 BX2093  ___________________________________________________________________
 BX2093* NAD 83(1986)-  31 11 31.     (N)    093 17 44.     (W)     SCALED    
 BX2093* NAVD 88     -        89.93   (+/-2cm)     295.0    (feet)  VERTCON   
 BX2093  ___________________________________________________________________
 BX2093  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2093
 BX2093  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2093
 BX2093.The horizontal coordinates were scaled from a topographic map and have
 BX2093.an estimated accuracy of +/- 6 seconds.
 BX2093
 BX2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2093.The vertical order pertains to the NGVD 29 superseded value.
 BX2093
 BX2093.The geoid height was determined by GEOID03.
 BX2093
 BX2093;                    North         East    Units  Estimated Accuracy
 BX2093;SPC LA N     -    77,000.      924,180.      MT  (+/- 180 meters Scaled)
 BX2093
 BX2093                          SUPERSEDED SURVEY CONTROL
 BX2093
 BX2093  NGVD 29 (??/??/??)   90.028  (m)          295.37   (f) ADJUSTED    2 1
 BX2093
 BX2093.Superseded values are not recommended for survey control.
 BX2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2093.See file dsdata.txt to determine how the superseded data were derived.
 BX2093
 BX2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ718509(NAD 83)
 BX2093_MARKER: DR = REFERENCE MARK DISK
 BX2093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2093_SP_SET: CONCRETE BLOCK
 BX2093_STAMPING: HAWTHORN 2 NO.3 1972
 BX2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2093
 BX2093  HISTORY     - Date     Condition        Report By
 BX2093  HISTORY     - 1972     MONUMENTED       NGS
 BX2093  HISTORY     - 1975     GOOD             LADTD
 BX2093  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2093
 BX2093                          STATION DESCRIPTION
 BX2093
 BX2093'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2093'4.10 MI N FROM LEESVILLE.
 BX2093'LOCATED ABOUT 4.10 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2093'THE COURTHOUSE IN LEESVILLE TO THE MR. I.A. SMART PLACE ON THE RIGHT.
 BX2093'TURN RIGHT AND GO NORTHEAST ON THE DRIVEWAY, PASSING THROUGH 2 GATES,
 BX2093'FOR 0.3 MILES TO THE HIGHEST POINT OF THE OPEN FIELD.  OBTAIN
 BX2093'PERMISSION FROM MR. SMART BEFORE DRIVING TO THE STATION.  THE MARK IS
 BX2093'SET 20 FEET NORTHEAST OF A 12 INCH PINE TREE.  15 FEET NORTHWEST OF A
 BX2093'11 INCE PINE TREE.  6 FEET SOUTH OF A 18 INCH PINE TREE.  SET IN THE
 BX2093'TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 5 INCHES ABOVE THE GROUND.
 BX2093
 BX2093                          STATION RECOVERY (1994)
 BX2093
 BX2093'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2092 ***********************************************************************
 BX2092  DESIGNATION -  HAWTHORN 2 RM 4
 BX2092  PID         -  BX2092
 BX2092  STATE/COUNTY-  LA/VERNON
 BX2092  USGS QUAD   -  LEESVILLE (1994)
 BX2092
 BX2092                         *CURRENT SURVEY CONTROL
 BX2092  ___________________________________________________________________
 BX2092* NAD 83(1986)-  31 11 28.     (N)    093 17 44.     (W)     SCALED    
 BX2092* NAVD 88     -        90.97   (+/-2cm)     298.5    (feet)  VERTCON   
 BX2092  ___________________________________________________________________
 BX2092  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2092
 BX2092  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2092
 BX2092.The horizontal coordinates were scaled from a topographic map and have
 BX2092.an estimated accuracy of +/- 6 seconds.
 BX2092
 BX2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2092.The vertical order pertains to the NGVD 29 superseded value.
 BX2092
 BX2092.The geoid height was determined by GEOID03.
 BX2092
 BX2092;                    North         East    Units  Estimated Accuracy
 BX2092;SPC LA N     -    76,910.      924,170.      MT  (+/- 180 meters Scaled)
 BX2092
 BX2092                          SUPERSEDED SURVEY CONTROL
 BX2092
 BX2092  NGVD 29 (??/??/??)   91.069  (m)          298.78   (f) ADJUSTED    2 1
 BX2092
 BX2092.Superseded values are not recommended for survey control.
 BX2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2092.See file dsdata.txt to determine how the superseded data were derived.
 BX2092
 BX2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ718508(NAD 83)
 BX2092_MARKER: DR = REFERENCE MARK DISK
 BX2092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2092_SP_SET: CONCRETE BLOCK
 BX2092_STAMPING: HAWTHORN 2 NO. 4 1972
 BX2092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2092
 BX2092  HISTORY     - Date     Condition        Report By
 BX2092  HISTORY     - 1972     MONUMENTED       NGS
 BX2092  HISTORY     - 1975     GOOD             LADTD
 BX2092  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2092
 BX2092                          STATION DESCRIPTION
 BX2092
 BX2092'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2092'4.10 MI N FROM LEESVILLE.
 BX2092'LOCATED ABOUT 4.10 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2092'THE COURTHOUSE IN LEESVILLE TO THE MR. I.A. SMART PLACE ON THE RIGHT.
 BX2092'TURN RIGHT AND GO NORTHEAST ON THE DRIVEWAY, PASSING THROUGH 2 GATES,
 BX2092'FOR 0.3 MILES TO THE HIGHEST POINT OF THE OPEN FIELD.  OBTAIN
 BX2092'PERMISSION FROM MR. SMART BEFORE DRIVING TO THE STATION.  THE MARK IS
 BX2092'SET 27 FEET WEST OF A 16 INCH PINE TREE.  20 FEET NORTHEAST OF A 16
 BX2092'INCH PINE TREE.  4.5 FEET SOUTHEAST OF A 14 INCH PINE TREE.  SET IN
 BX2092'THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 5 INCHES ABOVE THE
 BX2092'GROUND.
 BX2092
 BX2092                          STATION RECOVERY (1994)
 BX2092
 BX2092'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2090 ***********************************************************************
 BX2090  DESIGNATION -  HAWTHORN 2 RM 5
 BX2090  PID         -  BX2090
 BX2090  STATE/COUNTY-  LA/VERNON
 BX2090  USGS QUAD   -  LEESVILLE (1994)
 BX2090
 BX2090                         *CURRENT SURVEY CONTROL
 BX2090  ___________________________________________________________________
 BX2090* NAD 83(1986)-  31 11 28.     (N)    093 17 45.     (W)     SCALED    
 BX2090* NAVD 88     -        90.92   (+/-2cm)     298.3    (feet)  VERTCON   
 BX2090  ___________________________________________________________________
 BX2090  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2090
 BX2090  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2090
 BX2090.The horizontal coordinates were scaled from a topographic map and have
 BX2090.an estimated accuracy of +/- 6 seconds.
 BX2090
 BX2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2090.The vertical order pertains to the NGVD 29 superseded value.
 BX2090
 BX2090.The geoid height was determined by GEOID03.
 BX2090
 BX2090;                    North         East    Units  Estimated Accuracy
 BX2090;SPC LA N     -    76,910.      924,150.      MT  (+/- 180 meters Scaled)
 BX2090
 BX2090                          SUPERSEDED SURVEY CONTROL
 BX2090
 BX2090  NGVD 29 (??/??/??)   91.025  (m)          298.64   (f) ADJUSTED    2 1
 BX2090
 BX2090.Superseded values are not recommended for survey control.
 BX2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2090.See file dsdata.txt to determine how the superseded data were derived.
 BX2090
 BX2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ718508(NAD 83)
 BX2090_MARKER: DR = REFERENCE MARK DISK
 BX2090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2090_SP_SET: CONCRETE BLOCK
 BX2090_STAMPING: HAWTHORN 2 NO. 5 1972
 BX2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2090
 BX2090  HISTORY     - Date     Condition        Report By
 BX2090  HISTORY     - 1972     MONUMENTED       NGS
 BX2090  HISTORY     - 1975     GOOD             LADTD
 BX2090  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2090
 BX2090                          STATION DESCRIPTION
 BX2090
 BX2090'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2090'4.10 MI N FROM LEESVILLE.
 BX2090'LOCATED ABOUT 4.10 MILES NORTH ALONG UNITED STATES HIGHWAY 171 FROM
 BX2090'THE COURTHOUSE IN LEESVILLE TO THE MR. I.A. SMART PLACE ON THE RIGHT.
 BX2090'TURN RIGHT AND GO NORTHEAST ON THE DRIVEWAY, PASSING THROUGH 2 GATES,
 BX2090'FOR 0.3 MILES TO THE HIGHEST POINT OF THE OPEN FIELD.  OBTAIN
 BX2090'PERMISSION FROM MR. SMART BEFORE DRIVING TO THE STATION.  THE MARK IS
 BX2090'SET 15 FEET EAST OF THE CENTER OF A FARM LANE.  1 FOOT WEST OF A
 BX2090'FENCE.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 14
 BX2090'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 4 FOOT NORTH OF
 BX2090'THE MARK.
 BX2090
 BX2090                          STATION RECOVERY (1994)
 BX2090
 BX2090'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2906 ***********************************************************************
 BX2906  DESIGNATION -  HAWTHORN RESET
 BX2906  PID         -  BX2906
 BX2906  STATE/COUNTY-  LA/VERNON
 BX2906  USGS QUAD   -  LEESVILLE (1994)
 BX2906
 BX2906                         *CURRENT SURVEY CONTROL
 BX2906  ___________________________________________________________________
 BX2906* NAD 83(1992)-  31 11 28.42187(N)    093 17 45.30867(W)     ADJUSTED  
 BX2906* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 BX2906  ___________________________________________________________________
 BX2906  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 BX2906  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2906
 BX2906  HORZ ORDER  -  FIRST
 BX2906
 BX2906.The horizontal coordinates were established by classical geodetic methods
 BX2906.and adjusted by the National Geodetic Survey in January 1993..
 BX2906
 BX2906.The orthometric height was scaled from a topographic map.
 BX2906
 BX2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2906
 BX2906.The geoid height was determined by GEOID03.
 BX2906
 BX2906;                    North         East     Units Scale Factor Converg.
 BX2906;SPC LA N     -    76,920.083   924,139.544   MT  0.99999452   -0 25 14.9
 BX2906;SPC LA N     -   252,361.97  3,031,947.82   sFT  0.99999452   -0 25 14.9
 BX2906;UTM  15      - 3,450,832.853   471,806.245   MT  0.99960980   -0 09 11.7
 BX2906
 BX2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2906!SPC LA N     -   0.99998959  x   0.99999452  =   0.99998411
 BX2906!UTM  15      -   0.99998959  x   0.99960980  =   0.99959940
 BX2906
 BX2906|---------------------------------------------------------------------|
 BX2906| PID    Reference Object                     Distance      Geod. Az  |
 BX2906|                                                           dddmmss.s |
 BX2906| BX2091 HAWTHORN 2                          174.476 METERS 00935     |
 BX2906| CV7697 HAWTHORN RM 1                        24.857 METERS 13726     |
 BX2906| CV8179 C 3330 RESET                                       1764217.4 |
 BX2906| CV7698 HAWTHORN RM 2                        31.578 METERS 24159     |
 BX2906|---------------------------------------------------------------------|
 BX2906
 BX2906                          SUPERSEDED SURVEY CONTROL
 BX2906
 BX2906  NAD 83(1986)-  31 11 28.43478(N)    093 17 45.30295(W) AD(       ) 1
 BX2906  NAD 27      -  31 11 27.76828(N)    093 17 44.70558(W) AD(       ) 1
 BX2906
 BX2906.Superseded values are not recommended for survey control.
 BX2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2906.See file dsdata.txt to determine how the superseded data were derived.
 BX2906
 BX2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7180650833(NAD 83)
 BX2906_MARKER: DS = TRIANGULATION STATION DISK
 BX2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2906
 BX2906  HISTORY     - Date     Condition        Report By
 BX2906  HISTORY     - 1941     MONUMENTED       CGS
 BX2906  HISTORY     - 1953     GOOD             CGS
 BX2906  HISTORY     - 1957     GOOD             CGS
 BX2906  HISTORY     - 1962     GOOD             LOCSUR
 BX2906  HISTORY     - 1972     GOOD             NGS
 BX2906  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2906
 BX2906                          STATION DESCRIPTION
 BX2906
 BX2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2906'STATION IS ABOUT 4 MILES NW OF LEESVILLE 0.2 MILE N OF THE
 BX2906'HOME OF I.W. SMART, ON A HILL ON HIS PROPERTY.  IT IS ON
 BX2906'THE HIGHEST POINT IN THE VICINITY, 30 FEET WSW OF A TRIANGULAR
 BX2906'BLAZED 12-INCH OAK TREE AND 6 FEET N OF WHITE REFERENCE POST.
 BX2906'MARK IS STAMPED HAWTHORN 1941 AND PROJECTS 6 INCHES.
 BX2906'
 BX2906'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2906'DISKS SET IN CONCRETE.
 BX2906'
 BX2906'REFERENCE MARK NO. 1 IS SE OF THE STATION ABOUT 2 FEET LOWER,
 BX2906'76 FEET SSE OF TRIANGULAR BLAZED 12-INCH OAK TREE.  IT IS
 BX2906'STAMPED HAWTHORN NO. 1 1941 AND PROJECTS 6 INCHES.
 BX2906'
 BX2906'REFERENCE MARK NO. 2 IS WSW OF THE STATION ABOUT 3 FEET
 BX2906'LOWER.  IT IS STAMPED HAWTHORN NO. 2 1941 AND PROJECTS 6
 BX2906'INCHES.
 BX2906'
 BX2906'STATE SURVEY STATION C 3330 IS USED FOR THE AZIMUTH MARK.
 BX2906'IT IS 0.2 MILE S OF THE STATION, 50 YARDS SW OF THE ENTRANCE
 BX2906'TO THE SMART FARMHOUSE, 31 FEET N OF THE CENTER LINE OF U.S.
 BX2906'HIGHWAY 171 AND 6 FEET S OF CONCRETE REFERENCE POST.  IT
 BX2906'IS A STATE SURVEY DISK SET IN AN 8-INCH SQUARE CONCRETE POST
 BX2906'WHICH IS FLUSH WITH THE GROUND AND IS STAMPED C 3330.
 BX2906'
 BX2906'TO REACH STATION FROM LEESVILLE GO N ON U.S. HIGHWAY 171
 BX2906'FROM THE STOP LIGHT FOR 3.85 MILES AND TURN RIGHT, N, INTO
 BX2906'THE FARM OF I.W. SMART.  THEN BEAR W THROUGH THREE CORRAL
 BX2906'GATES INTO PASTURE, TURN RIGHT AND FOLLOW TRACK ROAD FOR 0.2
 BX2906'MILE TO HIGHEST POINT IN THE PASTURE AND THE STATION.
 BX2906'
 BX2906'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2906
 BX2906                          STATION RECOVERY (1953)
 BX2906
 BX2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLK)
 BX2906'STATION RECOVERED AS DESCRIBED.  A 6 INCH PINE 64 FEET IS
 BX2906'ESE OF STATION.  IS NW CORNER OF CULTIVATED FIELD.  IS 325
 BX2906'FEET S OF MARK.
 BX2906'
 BX2906'REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 BX2906'
 BX2906'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 BX2906
 BX2906                          STATION RECOVERY (1957)
 BX2906
 BX2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BX2906'THE STATION WAS VISITED 7-24-57 AND ALL MARKS WERE FOUND
 BX2906'IN GOOD CONDITION.  THE AZIMUTH MARK (C 3330 LAGS)
 BX2906'WAS MOVED AT THIS DATE AT THE REQUEST OF THE LOUISIANA STATE
 BX2906'HIGHWAY DEPARTMENT.  IT WAS MOVED TOWARD THE STATION AND
 BX2906'IN LINE WITH THE STATION AND THE ORIGINAL AZIMUTH MARK, A
 BX2906'DISTANCE OF 8.96 FEET.  A SMALL GARDEN PLOT IS NOW BEING
 BX2906'CULTIVATED NEAR THE STATION, REFERENCE MARK NO. 2 IS NOW
 BX2906'IN THE NORTHWEST SECTION OF THIS GARDEN.  THE AZIMUTH MARK
 BX2906'IS VISIBLE FROM THE STATION AT THIS DATE.
 BX2906'
 BX2906'A NEW DESCRIPTION FOLLOWS--
 BX2906'
 BX2906'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF LEESVILLE,
 BX2906'0.25 MILE NORTH OF U.S. HIGHWAY 171, ON APPARENTLY THE HIGHEST
 BX2906'HILL IN THE VICINITY, AT THE NORTH EDGE OF A SMALL CULTIVATED
 BX2906'GARDEN AND AT THE SOUTH EDGE OF A TIMBERED AREA, ON LAND
 BX2906'OWNED BY MR. I.W. SMART.  IT IS 0.2 MILE NORTH OF THE SMART
 BX2906'HOUSE, 7.5 FEET NORTH OF THE NORTH BOUNDRY FENCE OF THE GARDEN,
 BX2906'52 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A SMALL
 BX2906'TOOL HOUSE AT THE NORTHEAST CORNER OF THE GARDEN, 133 FEET
 BX2906'EAST OF THE NORTHWEST CORNER OF THE GARDEN AND 52 FEET
 BX2906'SOUTHWEST OF A LONE PINE TREE.  IT IS A STANDARD DISK, STAMPED
 BX2906'HAWTHORN 1941, PROJECTING 4 INCHES.
 BX2906'
 BX2906'REFERENCE MARK NO. 1 IS 81.55 FEET SOUTHEAST OF THE STATION,
 BX2906'15 FEET EAST OF THE EAST BOUNDRY FENCE OF THE GARDEN, 44
 BX2906'FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE SMALL
 BX2906'TOOL HOUSE IN THE NORTHEAST CORNER OF THE GARDEN, AND ABOUT
 BX2906'2 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK, STAMPED
 BX2906'HAWTHORN NO 1 1941, PROJECTING 6 INCHES. REFERENCE
 BX2906'MARK NO. 2 IS 103.60 FEET SOUTHWEST OF THE STATION IN THE
 BX2906'NORTHWEST SECTION OF THE GARDEN, 2 FEET LOWER THAN THE
 BX2906'STATION, 56 FEET SOUTH OF THE NORTH BOUNDRY FENCE LINE OF THE
 BX2906'GARDEN, 73 FEET SOUTHEAST OF THE FENCE CORNER AND 51 FEET
 BX2906'EAST OF THE WEST BOUNDRY FENCE OF THE GARDEN.  IT IS A
 BX2906'STANDARD DISK, STAMPED HAWTHORN NO 2 1941, PROJECTING 8
 BX2906'INCHES.
 BX2906'
 BX2906'THE AZIMUTH MARK (C 3330 LAGS) IS 0.25 MILE SOUTH OF THE
 BX2906'STATION IN THE NORTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY
 BX2906'171 AND A DRIVEWAY LEADING NORTH TO MR. SMARTS HOUSE, 26
 BX2906'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 39 FEET NORTH
 BX2906'OF THE CENTERLINE OF U.S. HIGHWAY 171, 83 FEET EAST OF A
 BX2906'POWER POLE IN A FENCE LINE, 2 FEET WEST OF A CONCRETE WITNESS
 BX2906'POST AND IN THE RIGHT-OF-WAY FENCE LINE.  IT IS A STANDARD
 BX2906'U.S. COAST AND GEODETIC AND STATE SURVEY DISK SET IN THE
 BX2906'TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 BX2906'IT IS STAMPED C 3330 RESET 1957.
 BX2906'
 BX2906'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BX2906'8 AND U.S. HIGHWAY 171 AT THE STOP LIGHT IN LEESVILLE, GO
 BX2906'NORTH ON U.S. HIGHWAY 171 AND STATE HIGHWAY 8 FOR 1.15 MILE,
 BX2906'WHERE STATE HIGHWAY TURNS RIGHT, KEEP STRAIGHT AHEAD ON U.S.
 BX2906'HIGHWAY 171 FOR 2.55 MILES TO THE AZIMUTH MARK ON THE RIGHT
 BX2906'IN THE NORTHWEST ANGLE OF A DRIVEWAY LEADING NORTH, CONTINUE
 BX2906'ON U.S. HIGHWAY 171 FOR ABOUT 125 FEET TO THE TOP OF THE
 BX2906'HILL AND ANOTHER DRIVEWAY LEADING NORTH, TURN RIGHT INTO
 BX2906'DRIVEWAY PASSING TO THE LEFT OF A BIG HOUSE AND GO TO A
 BX2906'GATE IN THE BARNYARD FENCE, PASS THROUGH THE GATE AND GO
 BX2906'WEST FOR ABOUT 100 FEET TO ANOTHER GATE, PASS THROUGH THE
 BX2906'GATE, TURN RIGHT AND GO ABOUT 100 FEET TO A GATE, PASS
 BX2906'THROUGH THIS THIRD GATE AND GO NORTH ALONG THE WEST SIDE OF A
 BX2906'FENCE LINE FOR 0.15 MILE TO A FENCE CORNER, CONTINUE NORTH
 BX2906'ABOUT 100 YARDS TO THE SOUTHEAST CORNER OF THE GARDEN,
 BX2906'AND A GATE, PASS THROUGH THE GATE AND GO NORTH TO THE
 BX2906'NORTHEAST CORNER OF THE GARDEN AND THE STATION.
 BX2906
 BX2906                          STATION RECOVERY (1962)
 BX2906
 BX2906'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 BX2906'STATION RECOVERED BY BROWN AND BUTLER.
 BX2906'
 BX2906'STATION STAMPED HAWTHORN 1941 (IN OPEN FIELD) FITS DESCRIPTION
 BX2906'ACCURATELY AND IS IN GOOD CONDITION.  STATION WAS FLAGGED.
 BX2906'THE FLAGGING WAS VISIBLE FROM HIGHWAY NO. 171.
 BX2906'
 BX2906'REFERENCE POINTS WERE NOT FOUND.
 BX2906
 BX2906                          STATION RECOVERY (1972)
 BX2906
 BX2906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2906'THE SUB-SURFACE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 BX2906'CONDITION.  A NEW SURFACE DISK WAS ESTABLISHED AT THIS DATE
 BX2906'HOLDING THE ORIGINAL 1941 POSITION.  THE AZIMUTH MARK WAS
 BX2906'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARKS 1
 BX2906'AND 2 HAVE BEEN DESTROYED.  A NEW HAWTHORN 2 WAS ESTABLISHED
 BX2906'AT THIS DATE DUE TO THE OLD STATION MARK BEING IN A CULTIVATED
 BX2906'FIELD AND MR. I.W. SMART WILL NOT ALLOW TRUCKS DRIVING ON
 BX2906'THE FIELD.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BX2906'
 BX2906'THE STATION IS ABOUT 5.5 MILES SOUTHEAST OF ANACOCO, 3.5
 BX2906'MILES NORTHWEST OF LEESVILLE AND ON LAND OWNED BY MR. I.W.
 BX2906'SMART, LEESVILLE, LOUISIANA.
 BX2906'
 BX2906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BX2906'AND STATE HIGHWAY 8 IN LEESVILLE, GO NORTHERLY ON U.S. HIGHWAY
 BX2906'171 AND STATE HIGHWAY 8 FOR 1.2 MILES TO WHERE STATE HIGHWAY
 BX2906'8 TURNS RIGHT.  CONTINUE NORTHERLY ON U.S. HIGHWAY 171 FOR
 BX2906'2.15 MILES TO HAWTHORN ROAD ON THE LEFT, CONTINUE NORTHERLY
 BX2906'ON U.S. HIGHWAY 171 FOR 0.5 MILE TO A DRIVEWAY LEADING TO
 BX2906'MR. I.W. SMARTS HOUSE AND THE AZIMUTH MARK ON THE RIGHT.
 BX2906'TURN RIGHT AND GO NORTHEAST ON THE DRIVEWAY, PASSING THROUGH
 BX2906'GATES, FOR 0.3 MILE TO THE HIGHEST PART OF OPEN FIELD AND
 BX2906'THE STATION.  OBTIAN PERMISSION FROM MR. I.W. SMART BEFORE
 BX2906'DRIVING TO THE STATION.
 BX2906'
 BX2906'SURFACE STATION MARK, A STANDARD DISK STAMPED HAWTHORN 1941
 BX2906'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2906'MONUMENT THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT
 BX2906'IS 531 FEET SOUTH OF A FENCE AND 360 FEET WEST OF A FENCE.
 BX2906'THE UNDERGROUND MARK, A STANDARD DISK STAMPED HAWTHORN 1941,
 BX2906'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES
 BX2906'BELOW THE GROUND SURFACE.
 BX2906'
 BX2906'THE AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2906'SURVEY DISK STAMPED C 3330 RESET 1957, IS SET IN THE TOP
 BX2906'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 BX2906'INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET NORTH OF
 BX2906'THE CENTERLINE OF U.S. HIGHWAY 171 AND 24 FEET WEST OF THE
 BX2906'CENTER OF THE DRIVEWAY LEADING TO MR. I.W. SMARTS HOUSE.
 BX2906'
 BX2906'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR HAWTHORN 2.
 BX2906'
 BX2906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BX2906'NORTHWEST OF LEESVILLE.
 BX2906
 BX2906                          STATION RECOVERY (1994)
 BX2906
 BX2906'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2273 ***********************************************************************
 BX2273  DESIGNATION -  HAWTHORN RM 1
 BX2273  PID         -  BX2273
 BX2273  STATE/COUNTY-  LA/RAPIDES
 BX2273  USGS QUAD   -  RAPIDES (1992)
 BX2273
 BX2273                         *CURRENT SURVEY CONTROL
 BX2273  ___________________________________________________________________
 BX2273* NAD 83(1986)-  31 21 54.     (N)    092 35 14.     (W)     SCALED    
 BX2273* NAVD 88     -        25.805  (meters)      84.66   (feet)  ADJUSTED  
 BX2273  ___________________________________________________________________
 BX2273  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX2273  DYNAMIC HT  -          25.774 (meters)      84.56  (feet)  COMP
 BX2273  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 BX2273
 BX2273  VERT ORDER  -  FIRST     CLASS I
 BX2273
 BX2273.The horizontal coordinates were scaled from a topographic map and have
 BX2273.an estimated accuracy of +/- 6 seconds.
 BX2273
 BX2273.The orthometric height was determined by differential leveling
 BX2273.and adjusted by the National Geodetic Survey in February 1994..
 BX2273
 BX2273.The geoid height was determined by GEOID03.
 BX2273
 BX2273.The dynamic height is computed by dividing the NAVD 88
 BX2273.geopotential number by the normal gravity value computed on the
 BX2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2273.degrees latitude (g = 980.6199 gals.).
 BX2273
 BX2273.The modeled gravity was interpolated from observed gravity values.
 BX2273
 BX2273;                    North         East    Units  Estimated Accuracy
 BX2273;SPC LA N     -    95,910.      991,700.      MT  (+/- 180 meters Scaled)
 BX2273
 BX2273                          SUPERSEDED SURVEY CONTROL
 BX2273
 BX2273  NAVD 88 (06/15/91)   25.805  (m)           84.66   (f) UNKNOWN     1 1
 BX2273  NGVD 29 (??/??/??)   25.799  (m)           84.64   (f) ADJUSTED    1 1
 BX2273
 BX2273.Superseded values are not recommended for survey control.
 BX2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2273.See file dsdata.txt to determine how the superseded data were derived.
 BX2273
 BX2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ392701(NAD 83)
 BX2273_MARKER: DR = REFERENCE MARK DISK
 BX2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2273_STAMPING: HAWTHORN NO 1 1934
 BX2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2273+STABILITY: SURFACE MOTION
 BX2273
 BX2273  HISTORY     - Date     Condition        Report By
 BX2273  HISTORY     - 1934     MONUMENTED       CGS
 BX2273  HISTORY     - 1970     GOOD             NGS
 BX2273  HISTORY     - 1977     GOOD             NGS
 BX2273  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2273
 BX2273                          STATION DESCRIPTION
 BX2273
 BX2273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX2273'5.4 MI E FROM BOYCE.
 BX2273'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX2273'BOYCE, THENCE 5.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX2273'AT THE SMALL COMMUNITY OF RAPIDES, THE MARK IS STAMPED 'HAWTHORN NO 1
 BX2273'1934', AND IS 243.82 FEET NORTHEAST OF THE STATION MARK, 27 FEET EAST
 BX2273'OF THE CENTER LINE OF A PAVED ROAD, 3 1/2 FEET EAST OF A FENCE, ABOUT
 BX2273'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX2273'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX2273
 BX2273                          STATION RECOVERY (1977)
 BX2273
 BX2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX2273'RECOVERED IN GOOD CONDITION.
 BX2273
 BX2273                          STATION RECOVERY (1999)
 BX2273
 BX2273'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1108 ***********************************************************************
 BX1108  DESIGNATION -  HAWTHORN RM 2
 BX1108  PID         -  BX1108
 BX1108  STATE/COUNTY-  LA/RAPIDES
 BX1108  USGS QUAD   -  RAPIDES (1992)
 BX1108
 BX1108                         *CURRENT SURVEY CONTROL
 BX1108  ___________________________________________________________________
 BX1108* NAD 83(1986)-  31 21 52.     (N)    092 35 13.     (W)     SCALED    
 BX1108* NAVD 88     -        25.613  (meters)      84.03   (feet)  ADJUSTED  
 BX1108  ___________________________________________________________________
 BX1108  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX1108  DYNAMIC HT  -          25.581 (meters)      83.93  (feet)  COMP
 BX1108  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 BX1108
 BX1108  VERT ORDER  -  FIRST     CLASS I
 BX1108
 BX1108.The horizontal coordinates were scaled from a topographic map and have
 BX1108.an estimated accuracy of +/- 6 seconds.
 BX1108
 BX1108.The orthometric height was determined by differential leveling
 BX1108.and adjusted by the National Geodetic Survey in February 1994..
 BX1108
 BX1108.The geoid height was determined by GEOID03.
 BX1108
 BX1108.The dynamic height is computed by dividing the NAVD 88
 BX1108.geopotential number by the normal gravity value computed on the
 BX1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1108.degrees latitude (g = 980.6199 gals.).
 BX1108
 BX1108.The modeled gravity was interpolated from observed gravity values.
 BX1108
 BX1108;                    North         East    Units  Estimated Accuracy
 BX1108;SPC LA N     -    95,850.      991,730.      MT  (+/- 180 meters Scaled)
 BX1108
 BX1108                          SUPERSEDED SURVEY CONTROL
 BX1108
 BX1108  NAVD 88 (06/15/91)   25.612  (m)           84.03   (f) UNKNOWN     1 1
 BX1108  NGVD 29 (??/??/??)   25.606  (m)           84.01   (f) ADJUSTED    1 1
 BX1108
 BX1108.Superseded values are not recommended for survey control.
 BX1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1108.See file dsdata.txt to determine how the superseded data were derived.
 BX1108
 BX1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ392700(NAD 83)
 BX1108_MARKER: DR = REFERENCE MARK DISK
 BX1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1108_STAMPING: HAWTHORN NO 2 1934
 BX1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1108+STABILITY: SURFACE MOTION
 BX1108
 BX1108  HISTORY     - Date     Condition        Report By
 BX1108  HISTORY     - 1934     MONUMENTED       CGS
 BX1108  HISTORY     - 1970     GOOD             NGS
 BX1108  HISTORY     - 1977     GOOD             NGS
 BX1108  HISTORY     - 19990424 GOOD             USPSQD
 BX1108
 BX1108                          STATION DESCRIPTION
 BX1108
 BX1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1108'5.4 MI E FROM BOYCE.
 BX1108'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1108'BOYCE, THENCE 5.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, AT
 BX1108'THE SMALL COMMUNITY OF RAPIDES, IN THE NORTHWEST EDGE OF A CEMETERY,
 BX1108'136 FEET NORTH OF THE RAIL OF THE MAIN TRACK, 168 FEET NORTHEAST OF
 BX1108'THE RAPIDES STATION SIGN, 38 FEET SOUTHEAST OF THE CENTER LINE OF A
 BX1108'PAVED ROAD, 237.29 FEET EAST AND ACROSS THE ROAD FROM TRIANGULATION
 BX1108'STATION HAWTHORNE 1934, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT
 BX1108'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX1108'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1108
 BX1108                          STATION RECOVERY (1977)
 BX1108
 BX1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1108'RECOVERED IN GOOD CONDITION.
 BX1108
 BX1108                          STATION RECOVERY (1999)
 BX1108
 BX1108'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1107 ***********************************************************************
 BX1107  DESIGNATION -  HAWTHORN RM 3
 BX1107  PID         -  BX1107
 BX1107  STATE/COUNTY-  LA/RAPIDES
 BX1107  USGS QUAD   -  RAPIDES (1992)
 BX1107
 BX1107                         *CURRENT SURVEY CONTROL
 BX1107  ___________________________________________________________________
 BX1107* NAD 83(1986)-  31 21 54.     (N)    092 35 14.     (W)     SCALED    
 BX1107* NAVD 88     -        25.400  (meters)      83.33   (feet)  ADJUSTED  
 BX1107  ___________________________________________________________________
 BX1107  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX1107  DYNAMIC HT  -          25.369 (meters)      83.23  (feet)  COMP
 BX1107  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 BX1107
 BX1107  VERT ORDER  -  FIRST     CLASS I
 BX1107
 BX1107.The horizontal coordinates were scaled from a topographic map and have
 BX1107.an estimated accuracy of +/- 6 seconds.
 BX1107
 BX1107.The orthometric height was determined by differential leveling
 BX1107.and adjusted by the National Geodetic Survey in February 1994..
 BX1107
 BX1107.The geoid height was determined by GEOID03.
 BX1107
 BX1107.The dynamic height is computed by dividing the NAVD 88
 BX1107.geopotential number by the normal gravity value computed on the
 BX1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1107.degrees latitude (g = 980.6199 gals.).
 BX1107
 BX1107.The modeled gravity was interpolated from observed gravity values.
 BX1107
 BX1107;                    North         East    Units  Estimated Accuracy
 BX1107;SPC LA N     -    95,910.      991,700.      MT  (+/- 180 meters Scaled)
 BX1107
 BX1107                          SUPERSEDED SURVEY CONTROL
 BX1107
 BX1107  NAVD 88 (06/15/91)   25.399  (m)           83.33   (f) UNKNOWN     1 1
 BX1107  NGVD 29 (??/??/??)   25.393  (m)           83.31   (f) ADJUSTED    1 1
 BX1107
 BX1107.Superseded values are not recommended for survey control.
 BX1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1107.See file dsdata.txt to determine how the superseded data were derived.
 BX1107
 BX1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ392701(NAD 83)
 BX1107_MARKER: DR = REFERENCE MARK DISK
 BX1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1107_STAMPING: HAWTHORNE NO 3 1934 1968
 BX1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1107+STABILITY: SURFACE MOTION
 BX1107
 BX1107  HISTORY     - Date     Condition        Report By
 BX1107  HISTORY     - 1968     MONUMENTED       CGS
 BX1107  HISTORY     - 1970     GOOD             NGS
 BX1107  HISTORY     - 1977     GOOD             NGS
 BX1107  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1107
 BX1107                          STATION DESCRIPTION
 BX1107
 BX1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1107'5.4 MI E FROM BOYCE.
 BX1107'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1107'BOYCE, THENCE 5.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, AT
 BX1107'THE SMALL COMMUNITY OF RAPIDES, 23 FEET EAST OF THE CENTER LINE OF A
 BX1107'PAVED ROAD, 133.7 FEET NORTHEAST AND ACROSS THE ROAD FROM
 BX1107'TRIANGULATION STATION HAWTHORNE 1934, 1 FOOT WEST OF A FENCE, ABOUT 1
 BX1107'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BX1107'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1107
 BX1107                          STATION RECOVERY (1977)
 BX1107
 BX1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1107'RECOVERED IN GOOD CONDITION.
 BX1107
 BX1107                          STATION RECOVERY (1999)
 BX1107
 BX1107'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0218 ***********************************************************************
 CQ0218  DESIGNATION -  HAY USE
 CQ0218  PID         -  CQ0218
 CQ0218  STATE/COUNTY-  LA/UNION
 CQ0218  USGS QUAD   -  ROCKY BRANCH (1982)
 CQ0218
 CQ0218                         *CURRENT SURVEY CONTROL
 CQ0218  ___________________________________________________________________
 CQ0218* NAD 83(1986)-  32 39 36.     (N)    092 11 49.     (W)     SCALED    
 CQ0218* NAVD 88     -        41.283  (meters)     135.44   (feet)  ADJUSTED  
 CQ0218  ___________________________________________________________________
 CQ0218  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0218  DYNAMIC HT  -          41.237 (meters)     135.29  (feet)  COMP
 CQ0218  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 CQ0218
 CQ0218  VERT ORDER  -  SECOND    CLASS 0
 CQ0218
 CQ0218.The horizontal coordinates were scaled from a topographic map and have
 CQ0218.an estimated accuracy of +/- 6 seconds.
 CQ0218
 CQ0218.The orthometric height was determined by differential leveling
 CQ0218.and adjusted by the National Geodetic Survey in June 1991..
 CQ0218
 CQ0218.The geoid height was determined by GEOID03.
 CQ0218
 CQ0218.The dynamic height is computed by dividing the NAVD 88
 CQ0218.geopotential number by the normal gravity value computed on the
 CQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0218.degrees latitude (g = 980.6199 gals.).
 CQ0218
 CQ0218.The modeled gravity was interpolated from observed gravity values.
 CQ0218
 CQ0218;                    North         East    Units  Estimated Accuracy
 CQ0218;SPC LA N     -   239,540.    1,028,430.      MT  (+/- 180 meters Scaled)
 CQ0218
 CQ0218                          SUPERSEDED SURVEY CONTROL
 CQ0218
 CQ0218  NGVD 29 (??/??/??)   41.379  (m)          135.76   (f) ADJUSTED    2 0
 CQ0218
 CQ0218.Superseded values are not recommended for survey control.
 CQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0218.See file dsdata.txt to determine how the superseded data were derived.
 CQ0218
 CQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS753138(NAD 83)
 CQ0218_MARKER: P = PIPE CAP
 CQ0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0218
 CQ0218  HISTORY     - Date     Condition        Report By
 CQ0218  HISTORY     - UNK      MONUMENTED       DOD
 CQ0218  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ0218
 CQ0218                          STATION DESCRIPTION
 CQ0218
 CQ0218'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0218'15.9 MI SE FROM FARMERVILLE.
 CQ0218'LOCATED 15.9 MILES SOUTHEAST ALONG THE OLD LOWER UNION ROAD FROM
 CQ0218'FARMERVILLE, UNION PARISH, 1.4 MILES SOUTH OF THE ROCKY BRANCH
 CQ0218'SCHOOLHOUSE, AND 40 FEET EAST OF THE CENTERLINE OF THE ROAD.  A CORPS
 CQ0218'OF ENGINEERS, U.S. ARMY, STANDARD CAP, FASTENED ON THE TOP OF A 1-1/2
 CQ0218'INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0879 ***********************************************************************
 BK0879  DESIGNATION -  HAYES
 BK0879  PID         -  BK0879
 BK0879  STATE/COUNTY-  LA/CALCASIEU
 BK0879  USGS QUAD   -  HAYES (1984)
 BK0879
 BK0879                         *CURRENT SURVEY CONTROL
 BK0879  ___________________________________________________________________
 BK0879* NAD 83(1992)-  30 06 36.87624(N)    092 55 16.01851(W)     ADJUSTED  
 BK0879* NAVD 88     -         2.32   (+/-2cm)       7.6  **(feet)  VERTCON   
 BK0879  **This station is located in a subsidence area (see below).
 BK0879  ___________________________________________________________________
 BK0879  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BK0879  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK0879
 BK0879  HORZ ORDER  -  FIRST
 BK0879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0879
 BK0879.The horizontal coordinates were established by classical geodetic methods
 BK0879.and adjusted by the National Geodetic Survey in January 1993..
 BK0879
 BK0879 ** The orthometric height has not been validated since last determined
 BK0879 ** by differential leveling and should not be used for control purposes.
 BK0879 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0879 ** area with valid NAVD 88 orthometric heights.
 BK0879 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0879 ** epoch indicated which incorporates improved geoid heights for the
 BK0879 ** Southern Louisiana Subsidence area.
 BK0879 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0879.The vertical order pertains to the NGVD 29 superseded value.
 BK0879
 BK0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0879
 BK0879.The geoid height was determined by GEOID03.
 BK0879
 BK0879;                    North         East     Units Scale Factor Converg.
 BK0879;SPC LA S     -   179,546.489   846,986.329   MT  0.99992756   -0 47 38.1
 BK0879;SPC LA S     -   589,062.11  2,778,820.98   sFT  0.99992756   -0 47 38.1
 BK0879;UTM  15      - 3,331,003.941   507,599.733   MT  0.99960071   +0 02 22.5
 BK0879
 BK0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0879!SPC LA S     -   1.00000390  x   0.99992756  =   0.99993146
 BK0879!UTM  15      -   1.00000390  x   0.99960071  =   0.99960461
 BK0879
 BK0879|---------------------------------------------------------------------|
 BK0879| PID    Reference Object                     Distance      Geod. Az  |
 BK0879|                                                           dddmmss.s |
 BK0879| BK0880 HAYES RM 1                                         18931     |
 BK0879| BK1540 HOMEWOOD                            APPROX.15.5 KM 2765528.1 |
 BK0879| BK0878 HAYES RM 2                           30.602 METERS 31925     |
 BK0879|---------------------------------------------------------------------|
 BK0879
 BK0879                          SUPERSEDED SURVEY CONTROL
 BK0879
 BK0879  NAD 83(1986)-  30 06 36.89783(N)    092 55 16.01335(W) AD(       ) 1
 BK0879  NAD 27      -  30 06 36.13553(N)    092 55 15.47865(W) AD(       ) 1
 BK0879  NGVD 29 (??/??/??)    2.288  (m)            7.51   (f) ADJUSTED    2 0
 BK0879
 BK0879.Superseded values are not recommended for survey control.
 BK0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0879.See file dsdata.txt to determine how the superseded data were derived.
 BK0879
 BK0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0760031004(NAD 83)
 BK0879_MARKER: DS = TRIANGULATION STATION DISK
 BK0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0879_STAMPING: HAYES 1931
 BK0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0879+STABILITY: SURFACE MOTION
 BK0879
 BK0879  HISTORY     - Date     Condition        Report By
 BK0879  HISTORY     - 1931     MONUMENTED       CGS
 BK0879  HISTORY     - 1937     GOOD             LAGS
 BK0879  HISTORY     - 1968     GOOD             LADTD
 BK0879  HISTORY     - 1969     GOOD             LADH
 BK0879
 BK0879                          STATION DESCRIPTION
 BK0879
 BK0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK0879'STATION IS IN THE VILLAGE OF HAYES WHICH IS REACHED FROM
 BK0879'LAKE ARTHUR OR LAKE CHARLES BY ROUTE 98.
 BK0879'
 BK0879'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK0879'DISKS SET IN CONCRETE.
 BK0879'
 BK0879'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, IS ABOUT 1/4 MILE SW
 BK0879'OF RAILROAD STATION, 400 FEET W OF ROUTE 98, NEAR THE NW
 BK0879'CORNER OF CULTIVATED FIELD, 35 FEET W OF CENTER LINE OF
 BK0879'UNSURFACED STREET, 27 FEET S OF CENTER LINE OF DIRT STREET,
 BK0879'14.3 FEET E OF FENCE CORNER, 1 FOOT N OF A WIRE FENCE, AND 1/4
 BK0879'MILE FROM STATION, S 9 DEG 18 MIN W.
 BK0879'
 BK0879'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, IS 29 FEET W OF
 BK0879'CENTER LINE OF GRAVEL STREET, ABOUT 250 FEET SW OF SW CORNER
 BK0879'OF SCHOOL BUILDING, ABOUT 400 FEET S OF ROUTE 98, 87 FEET N
 BK0879'OF FENCE CORNER, 0.67 FOOT E OF A WIRE FENCE LINE, AND 100.40
 BK0879'FEET FROM STATION, N 40 DEG 35 MIN W.
 BK0879'
 BK0879'TO REACH STATION FROM HAYES, GO W 1 BLOCK FROM THE MAIN STREET
 BK0879'ON GRAVEL ROAD N OF SOUTHERN PACIFIC TRACKS, THEN N 1 BLOCK TO
 BK0879'STATION, WHICH IS ABOUT 1/4 MILE NW OF RAILROAD STATION,
 BK0879'IN THE SW CORNER OF SCHOOL GROUNDS, ABOUT 65 FEET NE OF
 BK0879'STREET INTERSECTION, IN LINE WITH A ROW OF ORNAMENTAL TREES,
 BK0879'284.5 FEET W OF S OF SW CORNER OF THE BRICK SCHOOL BUILDING
 BK0879'WHICH IS IN THE ANGLE WHERE ROUTE 98 TURNS FROM N TO W, 44 FEET
 BK0879'E OF CENTER LINE OF GRAVEL STREET, 57 FEET N OF CENTER LINE
 BK0879'OF UNSURFACED STREET, 30.3 FEET NE OF A FENCE CORNER, AND
 BK0879'14.27 FEET E OF A WIRE FENCE.
 BK0879
 BK0879                          STATION RECOVERY (1937)
 BK0879
 BK0879'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK0879'MARK WAS FOUND TO BE IN GOOD CONDITION.  THE MARK IS IN THE
 BK0879'SW CORNER OF SCHOOL GROUNDS.  IT IS 14.8 FEET E OF N-S BOUNDARY
 BK0879'LINE FENCE, 28.5 FEET N OF E-W BOUNDARY LINE FENCE, 42.6
 BK0879'FEET E OF CENTER LINE OF N-S GRAVEL ROAD, 31.5 FEET NE OF SE
 BK0879'FENCE CORNER OF SCHOOLYARD.  IT IS FLUSH WITH THE GROUND.
 BK0879'
 BK0879'TO REACH GO N 0.1 MILE FROM SOUTHERN PACIFIC DEPOT IN HAYES
 BK0879'ON GRAVEL ROAD TO BRICK SCHOOLHOUSE.
 BK0879
 BK0879                          STATION RECOVERY (1968)
 BK0879
 BK0879'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK0879'10.7 MI SE FROM HOLMWOOD.
 BK0879'ABOUT 0.1 MILE NORTH ALONG A PRIVATE DRIVE FROM THE WEST ONE OF TWO
 BK0879'RICE MILLS AT HOLMWOOD, THENCE 10.5 MILES EAST ALONG STATE ROUTE 14,
 BK0879'THENCE 0.1 MILE SOUTH ALONG PERIER STREET, 77 FEET NORTHEAST OF THE
 BK0879'INTERSECTION OF PERIER STREET AND ALABAMA STREET, 58 FEET NORTH OF THE
 BK0879'CENTERLINE OF ALABAMA STREET, 44 FEET EAST OF THE CENTERLINE OF PERIER
 BK0879'STREET, 30 FEET NORTH OF A HURRICANE FENCE, 18 FEET EAST OF A
 BK0879'HURRICANE FENCE, 3 FEET EAST OF A PROJECTED PLANE OF A ROW OF
 BK0879'ORNAMENTAL TREES ON THE WEST SIDE OF THE SCHOOL YARD, 17.9 FEET EAST
 BK0879'OF A STEEL WITNESS POST, ABOUT LEVEL WITH ROADWAY, SET IN THE TOP OF A
 BK0879'CONCRETE POST FLUSH WITH GROUND.  SECTION 7, T 11S, R 5W.
 BK0879
 BK0879                          STATION RECOVERY (1969)
 BK0879
 BK0879'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (DJT)
 BK0879'THE STATION WAS VISITED DECEMBER 13, 1968 AND THE STATION
 BK0879'MARK, REFERENCE MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD
 BK0879'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK0879'
 BK0879'THE STATION IS LOCATED 10.7 MILES SOUTHEAST OF HOLMWOOD AND
 BK0879'0.1 MILE NORTHWEST OF HAYES POST OFFICE, IN THE NW 1/4 OF
 BK0879'SECTION 7, T11S, R5W, AND ON PROPERTY OWNED BY SCHOOL BOARD.
 BK0879'IT IS 77 FEET NORTHEAST OF THE INTERSECTION OF PERIER STREET
 BK0879'AND ALABAMA STREET, 58 FEET NORTH OF THE CENTERLINE OF ALABAMA
 BK0879'STREET, 44 FEET EAST OF THE CENTERLINE OF PERIER STREET, 30
 BK0879'FEET NORTH OF A HURRICANE FENCE, 18 FEET EAST OF A HURRICANE
 BK0879'FENCE, 3 FEET EAST OF A PROJECTED PLANE OF A ROW OF ORNAMENTAL
 BK0879'TREES ON THE WEST SIDE OF THE SCHOOL YARD.
 BK0879'
 BK0879'IT IS A STANDARD TRIANGULATION DISK, STAMPED HAYES 1931, FLUSH
 BK0879'WITH THE GROUND.
 BK0879'
 BK0879'REFERENCE MARK NO. 1 IS 0.1 MILE NORTH OF THE STATION.  IT
 BK0879'IS 400 FEET WEST OF LA. 14, 85 FEET SOUTHEAST OF THE SOUTHWEST
 BK0879'CORNER OF A HOUSE BELONGING TO MR. J. BREAUX, JR., 42 FEET
 BK0879'SOUTHWEST OF THE INTERSECTION OF PERIER AND LACASSINE AVENUE,
 BK0879'27 FEET SOUTH OF LACASSINE AVENUE, 0.7 FEET NORTH OF A
 BK0879'COMBINATION MESH AND BARBED WIRE FENCE.  IT IS A STANDARD DISK,
 BK0879'STAMPED HAYES NO. 1 1931, PROJECTING 12 INCHES.
 BK0879'
 BK0879'REFERENCE MARK NO. 2 IS 100.40 FEET NORTHWEST OF THE STATION.
 BK0879'IT IS 29 FEET NORTHWEST OF THE CENTERLINE OF PERIER STREET
 BK0879'IN SECTION 7, R5W, T11S, 130 FEET NORTHWEST OF THE INTERSECTION
 BK0879'OF PERIER STREET AND ALABAMA STREET, 37 FEET NORTHEAST OF THE
 BK0879'NORTHEAST CORNER OF A HOUSE BELONGING TO MR. L.J. FRUGE.
 BK0879'IT IS A STANDARD REFERENCE MARK DISK, STAMPED HAYES NO. 2 1931,
 BK0879'PROJECTING 6 INCHES.
 BK0879'
 BK0879'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 1/4 MILE.
 BK0879'
 BK0879'TO REACH THE STATION FROM THE WEST ONE OF TWO RICE MILLS AT
 BK0879'HOLMWOOD, GO 0.1 MILE NORTH ALONG A PRIVATE ROAD, THENCE
 BK0879'10.5 MILES EAST ALONG HIGHWAY 14, THENCE 0.1 MILE SOUTH ALONG
 BK0879'PERIER STREET TO THE MARKER ON THE LEFT, LOCATED IN THE
 BK0879'SOUTHWEST CORNER OF THE SCHOOL YARD AT HAYES, LOUISIANA.
 BK0879'
 BK0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.7 MILES
 BK0879'SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1363 ***********************************************************************
 BJ1363  DESIGNATION -  HAYNES
 BJ1363  PID         -  BJ1363
 BJ1363  STATE/COUNTY-  LA/ORLEANS
 BJ1363  USGS QUAD   -  SPANISH FORT (1992)
 BJ1363
 BJ1363                         *CURRENT SURVEY CONTROL
 BJ1363  ___________________________________________________________________
 BJ1363* NAD 83(1992)-  30 01 58.52073(N)    090 04 10.32924(W)     ADJUSTED  
 BJ1363* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1363  **This station is located in a subsidence area (see below).
 BJ1363  ___________________________________________________________________
 BJ1363  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ1363  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ1363  DYNAMIC HT  -           2.2   (meters)       7.    (feet)  COMP
 BJ1363  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 BJ1363
 BJ1363  HORZ ORDER  -  THIRD
 BJ1363  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1363
 BJ1363.The horizontal coordinates were established by classical geodetic methods
 BJ1363.and adjusted by the National Geodetic Survey in May 1994..
 BJ1363
 BJ1363 ** The orthometric height has not been validated since last determined
 BJ1363 ** by differential leveling and should not be used for control purposes.
 BJ1363 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1363 ** area with valid NAVD 88 orthometric heights.
 BJ1363 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1363 ** epoch indicated which incorporates improved geoid heights for the
 BJ1363 ** Southern Louisiana Subsidence area.
 BJ1363 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1363.The orthometric height was scaled from a topographic map.
 BJ1363.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1363
 BJ1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1363
 BJ1363.The geoid height was determined by GEOID03.
 BJ1363
 BJ1363.The dynamic height is computed by dividing the NAVD 88
 BJ1363.geopotential number by the normal gravity value computed on the
 BJ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1363.degrees latitude (g = 980.6199 gals.).
 BJ1363
 BJ1363.The modeled gravity was interpolated from observed gravity values.
 BJ1363
 BJ1363;                    North         East     Units Scale Factor Converg.
 BJ1363;SPC LA S     -   170,587.836 1,121,887.340   MT  0.99992590   +0 37 54.9
 BJ1363;SPC LA S     -   559,670.26  3,680,725.38   sFT  0.99992590   +0 37 54.9
 BJ1363;UTM  15      - 3,326,052.569   782,605.070   MT  1.00058547   +1 28 03.6
 BJ1363;UTM  16      - 3,326,404.525   203,976.966   MT  1.00068129   -1 32 14.7
 BJ1363
 BJ1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1363!SPC LA S     -   1.00000378  x   0.99992590  =   0.99992968
 BJ1363!UTM  15      -   1.00000378  x   1.00058547  =   1.00058925
 BJ1363!UTM  16      -   1.00000378  x   1.00068129  =   1.00068507
 BJ1363
 BJ1363|---------------------------------------------------------------------|
 BJ1363| PID    Reference Object                     Distance      Geod. Az  |
 BJ1363|                                                           dddmmss.s |
 BJ1363| BJ1362 HAYNES RM                            26.945 METERS 23821     |
 BJ1363| BJ4244 MONUMENT ZONE 2 1931                APPROX. 2.0 KM 2592443.6 |
 BJ1363|---------------------------------------------------------------------|
 BJ1363
 BJ1363                          SUPERSEDED SURVEY CONTROL
 BJ1363
 BJ1363  NAD 83(1992)-  30 01 58.52075(N)    090 04 10.32914(W) AD(       ) 3
 BJ1363  NAD 83(1986)-  30 01 58.53569(N)    090 04 10.32827(W) AD(       ) 3
 BJ1363  NAD 27      -  30 01 57.80883(N)    090 04 10.07045(W) AD(       ) 3
 BJ1363  NAVD 88 (02/14/94)    2.181  (m)            7.16   (f) UNKNOWN     1 2
 BJ1363  NGVD 29 (05/21/91)    2.240  (m)            7.35   (f) ADJUSTED    1 2
 BJ1363
 BJ1363.Superseded values are not recommended for survey control.
 BJ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1363.See file dsdata.txt to determine how the superseded data were derived.
 BJ1363
 BJ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8260526053(NAD 83)
 BJ1363_MARKER: DS = TRIANGULATION STATION DISK
 BJ1363_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1363_SP_SET: RETAINING WALL
 BJ1363_STAMPING: HAYNES 1931
 BJ1363_MARK LOGO: CGS   
 BJ1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1363+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 BJ1363
 BJ1363  HISTORY     - Date     Condition        Report By
 BJ1363  HISTORY     - 1932     MONUMENTED       CGS
 BJ1363  HISTORY     - 1935     GOOD             LAGS
 BJ1363  HISTORY     - 1946     GOOD             CGS
 BJ1363  HISTORY     - 1953     GOOD             CGS
 BJ1363  HISTORY     - 1954     GOOD             CGS
 BJ1363  HISTORY     - 1963     GOOD             CGS
 BJ1363  HISTORY     - 1977     GOOD             NGS
 BJ1363  HISTORY     - 1977     GOOD             LOCSUR
 BJ1363  HISTORY     - 1985     GOOD             USPSQD
 BJ1363  HISTORY     - 1985     GOOD             NGS
 BJ1363  HISTORY     - 1988     GOOD             USPSQD
 BJ1363  HISTORY     - 1990     GOOD             USPSQD
 BJ1363  HISTORY     - 19901108 GOOD             NGS
 BJ1363  HISTORY     - 19941115 GOOD             NGS
 BJ1363  HISTORY     - 20040922 GOOD             LADTD
 BJ1363  HISTORY     - 20060411 GOOD             NGS
 BJ1363
 BJ1363                          STATION DESCRIPTION
 BJ1363
 BJ1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RLS)
 BJ1363'ON THE LAKE PONTCHARTRAIN SEA-WALL ABOUT 800 YARDS W OF THE
 BJ1363'MILNEBURG TOWER, IN ZONE 4 BAY 63 W.
 BJ1363'
 BJ1363'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH WITH
 BJ1363'THE TOP SURFACE OF THE TOP COPING.
 BJ1363'
 BJ1363'THE REFERENCE MARK, A STANDARD BRONZE DISK SET FLUSH WITH THE
 BJ1363'TOP COPING, IS 26.945 METERS (88.40 FEET) FROM THE STATION
 BJ1363'S 58 DEG 21 MIN W.
 BJ1363
 BJ1363                          STATION RECOVERY (1935)
 BJ1363
 BJ1363'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1363'RECOVERED AS DESCRIBED.
 BJ1363
 BJ1363                          STATION RECOVERY (1946)
 BJ1363
 BJ1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ1363'RECOVERED IN EXCELLENT CONDITION AS DESCRIBED.  DESCRIPTION
 BJ1363'ADEQUATE.  STATION IS APPROXIMATELY 8 MILES NE OF NEW ORLEANS.
 BJ1363
 BJ1363                          STATION RECOVERY (1953)
 BJ1363
 BJ1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1363'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 BJ1363'A NEW DESCRIPTION FOLLOWS--
 BJ1363'
 BJ1363'STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEAWALL, JUST N
 BJ1363'OF THE MARINE FIGHTER SQUADRON 143 AREA.  IT IS A STANDARD
 BJ1363'BRONZE DISK, STAMPED HAYNES 1931 AND CEMENTED IN A DRILL HOLE
 BJ1363'IN THE TOP OF A CONCRETE SEAWALL.
 BJ1363'
 BJ1363'THE REFERENCE MARK IS A STANDARD BRONZE DISK, STAMPED HAYNES
 BJ1363'1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 BJ1363'SEA-WALL.
 BJ1363'
 BJ1363'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHLINE DRIVE
 BJ1363'AND DOWNMAN ROAD JUST SW OF NEW ORLEANS AIRPORT, GO W ON
 BJ1363'SOUTHLINE DRIVE FOR 0.7 MI., TURN RIGHT ON LAKESHORE DRIVE
 BJ1363'AND GO NW AND W ALONG THE SEAWALL FOR 2.1 MI. TO THE MARINE
 BJ1363'FIGHTER SQUADRON AREA ON THE LEFT AND THE STATION ON THE RIGHT
 BJ1363'AS DESCRIBED.
 BJ1363
 BJ1363                          STATION RECOVERY (1954)
 BJ1363
 BJ1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1363'THE 1953 RECOVERY NOTE BY R.L.E. IS ADEQUATE.  THE STAMPINGS
 BJ1363'ON THE MARKS WERE VERY DIM, THEREFORE THE MARKS WERE RESTAMPED.
 BJ1363
 BJ1363                          STATION RECOVERY (1963)
 BJ1363
 BJ1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1363'IN NEW ORLEANS.
 BJ1363'AT NEW ORLEANS, ABOUT 0.5 MILE WEST ALONG LAKESHORE DRIVE FROM THE
 BJ1363'WEST SIDE OF THE TRAFFIC CIRCLE AT THE JUNCTION OF ELYSIAN FIELDS
 BJ1363'AVENUE, ABOUT 0.3 MILE EAST ALONG LAKESHORE DRIVE FROM THE BRIDGE OVER
 BJ1363'LONDON AVENUE, SET IN THE TOP OF THE CONCRETE SEA WALL ALONG THE SHORE
 BJ1363'OF LAKE PONTCHARTRAIN, 44 1/2 FEET NORTHWEST OF THE NORTHWEST CURB OF
 BJ1363'THE DRIVE, 42 FEET NORTHWEST OF STREET LAMP POST 167 AND ABOUT 1 FOOT
 BJ1363'ABOVE THE LEVEL OF THE DRIVE.
 BJ1363
 BJ1363                          STATION RECOVERY (1977)
 BJ1363
 BJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RJW)
 BJ1363'A STANDARD C AND GS TRIANGULATION DISK, SET FLUSH WITH TOP SURFACE OF
 BJ1363'COPING OF A CONCRETE SEAWALL RUNNING ALONG THE SOUTH SHORE OF LAKE
 BJ1363'PONTCHARTRAIN, IN THE MILNEBURG AREA OF THE CITY OF NEW ORLEANS,
 BJ1363'ABOUT 800 YDS. WEST OF THE MILNEBURG TOWER, AN ABANDONED LIGHT HOUSE
 BJ1363'NOW ENCLOSED BY PONTCHARTRAIN BEACH AMUSEMENT PARK, 0.3 MILE WEST
 BJ1363'ALONG LAKESHORE DRIVE FROM THE ENTRANCE TO THE U. OF NEW ORLEANS
 BJ1363'CAMPUS (MARKED) AND 0.3 MILE EAST OF THE BRIDGE OVER THE LONDON
 BJ1363'AVE. CANAL, 180 YDS. WEST OF A STRIPED METAL POLE ABOUT 30 FT. HIGH
 BJ1363'WITH A DIAMOND SHAPED TARGET AT TOP (POLE LOCATED BETWEEN ROAD AND
 BJ1363'SEAWALL), 87 YDS.  WEST OF A SIGN READING DANGER NO LIFE GUARD ON
 BJ1363'DUTY, DUE NORTH, 39 YDS., FROM A FIRE PLUG IN AN OPEN PARK.
 BJ1363'
 BJ1363'RM RECOVERED AS DESCRIBED.  CONDITION OK.
 BJ1363'
 BJ1363'TO REACH STATION, GO NORTH ON ELYSIAN FIELDS AVE. TO TRAFFIC CIRCLE
 BJ1363'SOUTH OF THE AMUSEMENT PARK, GO 0.6 MILE AROUND CIRCLE AND WEST ON
 BJ1363'LAKESHORE DRIVE TO STATION AS DESCRIBED.
 BJ1363
 BJ1363                          STATION RECOVERY (1977)
 BJ1363
 BJ1363'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 BJ1363'A STANDARD C AND GS TRIANGULATION DISC, SET FLUSH WITH TOP SURFACE OF
 BJ1363'COPING OF A CONCRETE SEAWALL RUNNING ALONG THE SOUTH SHORE OF LAKE
 BJ1363'PONTCHARTRAIN, IN THE MILNEBURG AREA OF THE CITY OF NEW ORLEANS,
 BJ1363'ABOUT 800 YDS. WEST OF THE MILNEBURG TOWER, AND ABANDONED LIGHT HOUSE
 BJ1363'NOW ENCLOSED BY PONTCHARTRAIN BEACH AMUSEMENT PARK, 0.3 MILE WEST
 BJ1363'ALONG LAKESHORE DRIVE FROM THE ENTRANCE TO THE U. OF NEW ORLEANS
 BJ1363'CAMPUS (MARKED) AND 0.3 MILE EAST OF THE BRIDGE OVER THE LONDON AVE.
 BJ1363'CANAL, 180 YDS. WEST OF STRIPED METAL POLE ABOUT 30 FT. HIGH WITH A
 BJ1363'DIAMOND SHAPED TARGET AT TOP (POLE LOCATED BETWEEN ROAD AND SEAWALL),
 BJ1363'87 YDS. WEST OF A SIGN READING DANGER NO LITE GUARD ON DUTY,
 BJ1363
 BJ1363                          STATION RECOVERY (1985)
 BJ1363
 BJ1363'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ1363'RECOVERED IN GOOD CONDITION.
 BJ1363
 BJ1363                          STATION RECOVERY (1985)
 BJ1363
 BJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1363'RECOVERED IN GOOD CONDITION, THE 1977 RECOVERY IS ADEQUATE WITH THE
 BJ1363'FOLLOWING CHANGE, DELETE--87 YARDS WEST OF A SIGN READING DANGER NO
 BJ1363'LIFE GUARD ON DUTY.
 BJ1363
 BJ1363                          STATION RECOVERY (1988)
 BJ1363
 BJ1363'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 BJ1363'RECOVERED IN GOOD CONDITION.
 BJ1363
 BJ1363                          STATION RECOVERY (1990)
 BJ1363
 BJ1363'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLR)
 BJ1363'RECOVERED IN GOOD CONDITION.
 BJ1363
 BJ1363                          STATION RECOVERY (1990)
 BJ1363
 BJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1363'0.9 KM (0.6 MI) WESTERLY ALONG LAKE SHORE DRIVE FROM THE JUNCTION OF
 BJ1363'ELYSIAN FIELDS AVENUE IN NEW ORLEANS, IN A CONCRETE RETAINING WALL
 BJ1363'ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 45.9 M (150.6 FT) EAST
 BJ1363'OF A UTILITY LIGHT POLE, 45.5 M (149.3 FT) WEST OF A UTILITY LIGHT
 BJ1363'POLE, 19.7 M (64.6 FT) NORTH OF THE CENTERLINE OF THE DRIVE, 12.9 M
 BJ1363'(42.3 FT) NORTH OF UTILITY POLE NUMBER LB 155, AND 0.6 M (2.0 FT)
 BJ1363'ABOVE THE LEVEL OF THE DRIVE.
 BJ1363
 BJ1363                          STATION RECOVERY (1994)
 BJ1363
 BJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1363'0.8 KM (0.50 MI) WESTERLY ALONG LAKE SHORE DRIVE FROM THE JUNCTION OF
 BJ1363'ELYSIAN FIELDS AVENUE IN NEW ORLEANS, IN A CONCRETE RETAINING WALL
 BJ1363'ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 26.9 M (88.3 FT)
 BJ1363'NORTHEAST OF HAYNES REFERENCE MARK, 19.7 M (64.6 FT) NORTH OF THE
 BJ1363'CENTERLINE OF THE DRIVE, 12.9 M (42.3 FT) NORTH-NORTHWEST OF UTILITY
 BJ1363'POLE NUMBER LB 155, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 BJ1363
 BJ1363                          STATION RECOVERY (2004)
 BJ1363
 BJ1363'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ1363'RECOVERED IN GOOD CONDITION.
 BJ1363
 BJ1363                          STATION RECOVERY (2006)
 BJ1363
 BJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ1363'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2971 ***********************************************************************
 CQ2971  DESIGNATION -  HAYNESVILLE
 CQ2971  PID         -  CQ2971
 CQ2971  STATE/COUNTY-  LA/CLAIBORNE
 CQ2971  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ2971
 CQ2971                         *CURRENT SURVEY CONTROL
 CQ2971  ___________________________________________________________________
 CQ2971* NAD 83(1992)-  32 56 36.64033(N)    093 07 07.54921(W)     ADJUSTED  
 CQ2971* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 CQ2971  ___________________________________________________________________
 CQ2971  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CQ2971  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2971
 CQ2971  HORZ ORDER  -  THIRD
 CQ2971
 CQ2971.The horizontal coordinates were established by classical geodetic methods
 CQ2971.and adjusted by the National Geodetic Survey in September 1999..
 CQ2971
 CQ2971.The orthometric height was scaled from a topographic map.
 CQ2971
 CQ2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2971
 CQ2971.The geoid height was determined by GEOID03.
 CQ2971
 CQ2971;                    North         East     Units Scale Factor Converg.
 CQ2971;SPC LA N     -   271,105.544   942,133.709   MT  1.00007485   -0 19 37.7
 CQ2971;SPC LA N     -   889,452.11  3,090,983.68   sFT  1.00007485   -0 19 37.7
 CQ2971;SPC AR S     -   431,278.579   295,373.182   MT  1.00009812   -0 37 34.2
 CQ2971;SPC AR S     - 1,414,953.14    969,070.18   sFT  1.00009812   -0 37 34.2
 CQ2971;UTM  15      - 3,645,030.876   488,898.525   MT  0.99960152   -0 03 52.5
 CQ2971
 CQ2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2971!SPC LA N     -   0.99998621  x   1.00007485  =   1.00006106
 CQ2971!SPC AR S     -   0.99998621  x   1.00009812  =   1.00008433
 CQ2971!UTM  15      -   0.99998621  x   0.99960152  =   0.99958773
 CQ2971
 CQ2971|---------------------------------------------------------------------|
 CQ2971| PID    Reference Object                     Distance      Geod. Az  |
 CQ2971|                                                           dddmmss.s |
 CQ2971| CX6435 HAYNESVILLE RM 2                     26.966 METERS 01242     |
 CQ2971| CX6434 HAYNESVILLE RM 1                     29.489 METERS 30346     |
 CQ2971| CQ2987 HAYNESVILLE MUNICIPAL TANK          APPROX. 3.2 KM 3191412.3 |
 CQ2971| CX6433 HAYNESVILLE AZ MK                                  3225511.5 |
 CQ2971|---------------------------------------------------------------------|
 CQ2971
 CQ2971                          SUPERSEDED SURVEY CONTROL
 CQ2971
 CQ2971  NAD 83(1992)-  32 56 36.64672(N)    093 07 07.54427(W) AD(       ) 3
 CQ2971  NAD 83(1986)-  32 56 36.65224(N)    093 07 07.53924(W) AD(       ) 3
 CQ2971  NAD 27      -  32 56 36.14500(N)    093 07 06.95300(W) AD(       ) 3
 CQ2971
 CQ2971.Superseded values are not recommended for survey control.
 CQ2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2971.See file dsdata.txt to determine how the superseded data were derived.
 CQ2971
 CQ2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8889945031(NAD 83)
 CQ2971_MARKER: DS = TRIANGULATION STATION DISK
 CQ2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2971
 CQ2971  HISTORY     - Date     Condition        Report By
 CQ2971  HISTORY     - 1950     MONUMENTED       CGS
 CQ2971  HISTORY     - 1975     GOOD             LADTD
 CQ2971  HISTORY     - 1975     GOOD             LADTD
 CQ2971  HISTORY     - 19940206 MARK NOT FOUND   USPSQD
 CQ2971
 CQ2971                          STATION DESCRIPTION
 CQ2971
 CQ2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2971'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF HAYNESVILLE
 CQ2971'AND ON LAND OWNED BY MR. JACK DONIVAN OF HAYNESVILLE.  IT
 CQ2971'IS 73.0 FEET EAST OF U.S. HIGHWAY NO 79, 43.5 FEET EAST OF
 CQ2971'A NORTH-SOUTH FENCE AND 42.0 FEET WEST OF A SMALL MILK HOUSE.
 CQ2971'IT IS STAMPED HAYNESVILLE 1950 AND IS FLUSH WITH THE SURFACE
 CQ2971'OF THE GROUND.
 CQ2971'
 CQ2971'REFERENCE MARK NO 1 IS SET IN A NORTH-SOUTH FENCE LINE AND
 CQ2971'40.0 FEET EAST OF U.S. HIGHWAY NO 79.  IT IS STAMPED
 CQ2971'HAYNESVILLE NO 1 1950 AND SET FLUSH.
 CQ2971'
 CQ2971'REFERENCE MARK NO 2 IS SET IN AN OLD EAST-WEST FENCE LINE.
 CQ2971'IT IS STAMPED HAYNESVILLE NO 2 1950 AND SET FLUSH.
 CQ2971'
 CQ2971'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 105.06 FEET.
 CQ2971'
 CQ2971'THE AZIMUTH MARK IS SET IN A FENCE LINE 39.0 FEET WEST OF
 CQ2971'U.S. HIGHWAY NO 79, 2.0 FEET SOUTH OF A POWERLINE POLE AND
 CQ2971'1.0 FOOT SOUTH OF A WITNESS POST.  IT IS STAMPED HAYNESVILLE
 CQ2971'1950 AND PROJECTS 6 INCHES.
 CQ2971'
 CQ2971'TO REACH FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION
 CQ2971'IN HAYNESVILLE, GO SOUTHERLY ON U.S. HIGHWAY NO 79 FOR 1.35
 CQ2971'MILES TO AZIMUTH MARK ON THE RIGHT, THENCE CONTINUE FOR 0.45
 CQ2971'MILE TO STATION ON LEFT AS DISCRIBED.
 CQ2971'
 CQ2971'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ2971
 CQ2971                          STATION RECOVERY (1975)
 CQ2971
 CQ2971'RECOVERY NOTE BY LA TRANSP AND DEV 1975 (LGB)
 CQ2971'HAYNESVILLE 1950 RECOVERED GOOD.
 CQ2971'
 CQ2971'MARK IS 72 FEET EAST OF CENTERLINE US 79 AND IS NOT WITHIN LIMITS
 CQ2971'OF SURVEY.
 CQ2971'
 CQ2971'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES S/EAST OF
 CQ2971'HAYNESVILLE ON U.S. 79.
 CQ2971
 CQ2971                          STATION RECOVERY (1975)
 CQ2971
 CQ2971'RECOVERY NOTE BY LA TRANSP AND DEV 1975 (LGB)
 CQ2971'HAYNESVILLE 1950 AZ. MARK RECOVERED GOOD.
 CQ2971'
 CQ2971'MARK IS 40 FEET WEST OF CENTERLINE US 79 AND IS NOT WITHIN LIMITS
 CQ2971'OF PROJECT.
 CQ2971'
 CQ2971'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES S/EAST OF
 CQ2971'HAYNESVILLE ON U.S. 79.
 CQ2971
 CQ2971                          STATION RECOVERY (1994)
 CQ2971
 CQ2971'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2987 ***********************************************************************
 CQ2987  DESIGNATION -  HAYNESVILLE MUNICIPAL TANK
 CQ2987  PID         -  CQ2987
 CQ2987  STATE/COUNTY-  LA/CLAIBORNE
 CQ2987  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2987
 CQ2987                         *CURRENT SURVEY CONTROL
 CQ2987  ___________________________________________________________________
 CQ2987* NAD 83(1992)-  32 57 54.11458(N)    093 08 26.78354(W)     ADJUSTED  
 CQ2987* NAVD 88     -                                                        
 CQ2987  ___________________________________________________________________
 CQ2987  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CQ2987  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2987
 CQ2987  HORZ ORDER  -  THIRD
 CQ2987
 CQ2987.The horizontal coordinates were established by classical geodetic methods
 CQ2987.and adjusted by the National Geodetic Survey in September 1999..
 CQ2987
 CQ2987
 CQ2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2987
 CQ2987.The geoid height was determined by GEOID03.
 CQ2987
 CQ2987;                    North         East     Units Scale Factor Converg.
 CQ2987;SPC LA N     -   273,504.366   940,089.531   MT  1.00008166   -0 20 19.6
 CQ2987;SPC LA N     -   897,322.24  3,084,277.07   sFT  1.00008166   -0 20 19.6
 CQ2987;SPC AR S     -   433,688.088   293,341.532   MT  1.00009112   -0 38 18.5
 CQ2987;SPC AR S     - 1,422,858.34    962,404.68   sFT  1.00009112   -0 38 18.5
 CQ2987;UTM  15      - 3,647,419.174   486,844.363   MT  0.99960213   -0 04 35.8
 CQ2987
 CQ2987                          SUPERSEDED SURVEY CONTROL
 CQ2987
 CQ2987  NAD 83(1992)-  32 57 54.12202(N)    093 08 26.77769(W) AD(       ) 4
 CQ2987  NAD 83(1986)-  32 57 54.12658(N)    093 08 26.77352(W) AD(       ) 4
 CQ2987  NAD 27      -  32 57 53.62400(N)    093 08 26.18700(W) AD(       ) 3
 CQ2987
 CQ2987.Superseded values are not recommended for survey control.
 CQ2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2987.See file dsdata.txt to determine how the superseded data were derived.
 CQ2987
 CQ2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8684447419(NAD 83)
 CQ2987_MARKER: 53 = ELEVATED TANK
 CQ2987
 CQ2987  HISTORY     - Date     Condition        Report By
 CQ2987  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2987  HISTORY     - 1950     GOOD             CGS
 CQ2987  HISTORY     - 1965     GOOD             CGS
 CQ2987  HISTORY     - 19940206 GOOD             USPSQD
 CQ2987
 CQ2987                          STATION DESCRIPTION
 CQ2987
 CQ2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2987'STATION IS THE HAYNESVILLE MUNICIPAL WATER TANK, AND IS LOCATED
 CQ2987'IN THE N PART OF THE TOWN ON U.S. HIGHWAY 79.  IT IS A RAISED
 CQ2987'TANK, CONSTRUCTED OF STEEL, PAINTED SILVER, AND IS ABOUT
 CQ2987'140 FEET HIGH.  THE BALL FINIAL IS THE POINT SIGHTED UPON.
 CQ2987
 CQ2987                          STATION RECOVERY (1950)
 CQ2987
 CQ2987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2987'LOCATED ABOUT 4 BLOCKS NORTH OF THE CENTER OF TOWN.  ON THE
 CQ2987'WEST SIDE OF U.S. HIGHWAY NO 79 AND IN THE NORTHWEST ANGLE
 CQ2987'OF CHURCH AND FIRST EAST STREETS.  IT IS A 4 LEGGED STEEL
 CQ2987'STRUCTURE ABOUT 120 FEET HIGH.  POINT OBSERVED UPON, FINIAL
 CQ2987'ON THE APEX OF THE TANK ROOF.
 CQ2987
 CQ2987                          STATION RECOVERY (1965)
 CQ2987
 CQ2987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2987'RECOVERED IN GOOD CONDITION.
 CQ2987
 CQ2987                          STATION RECOVERY (1994)
 CQ2987
 CQ2987'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2988 ***********************************************************************
 CQ2988  DESIGNATION -  HAYNESVILLE S MUN TANK
 CQ2988  PID         -  CQ2988
 CQ2988  STATE/COUNTY-  LA/CLAIBORNE
 CQ2988  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ2988
 CQ2988                         *CURRENT SURVEY CONTROL
 CQ2988  ___________________________________________________________________
 CQ2988* NAD 83(1992)-  32 57 24.67665(N)    093 08 21.61164(W)     ADJUSTED  
 CQ2988* NAVD 88     -                                                        
 CQ2988  ___________________________________________________________________
 CQ2988  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CQ2988  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2988
 CQ2988  HORZ ORDER  -  THIRD
 CQ2988
 CQ2988.The horizontal coordinates were established by classical geodetic methods
 CQ2988.and adjusted by the National Geodetic Survey in September 1999..
 CQ2988
 CQ2988
 CQ2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2988
 CQ2988.The geoid height was determined by GEOID03.
 CQ2988
 CQ2988;                    North         East     Units Scale Factor Converg.
 CQ2988;SPC LA N     -   272,596.633   940,218.500   MT  1.00007906   -0 20 16.9
 CQ2988;SPC LA N     -   894,344.12  3,084,700.20   sFT  1.00007906   -0 20 16.9
 CQ2988;UTM  15      - 3,646,512.474   486,977.422   MT  0.99960209   -0 04 32.9
 CQ2988
 CQ2988                          SUPERSEDED SURVEY CONTROL
 CQ2988
 CQ2988  NAD 83(1992)-  32 57 24.68731(N)    093 08 21.60747(W) AD(       ) 4
 CQ2988  NAD 83(1986)-  32 57 24.68889(N)    093 08 21.60168(W) AD(       ) 4
 CQ2988  NAD 27      -  32 57 24.17721(N)    093 08 21.01619(W) AD(       ) 3
 CQ2988
 CQ2988.Superseded values are not recommended for survey control.
 CQ2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2988.See file dsdata.txt to determine how the superseded data were derived.
 CQ2988
 CQ2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8697746512(NAD 83)
 CQ2988_MARKER: 53 = ELEVATED TANK
 CQ2988
 CQ2988  HISTORY     - Date     Condition        Report By
 CQ2988  HISTORY     - 1965     FIRST OBSERVED   CGS
 CQ2988  HISTORY     - 19940206 GOOD             USPSQD
 CQ2988
 CQ2988                          STATION DESCRIPTION
 CQ2988
 CQ2988'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2988'STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE TOWN OF
 CQ2988'HAYNESVILLE, 100 FEET WEST OF WEST BAILY STREET, ABOUT 150 FEET
 CQ2988'NORTH OF THE WEST BAILY- WEST FROUNT STREETS INTERSECTION.
 CQ2988'
 CQ2988'STATION IS A LARGE STEEL TANK WHICH HAS AN OVAL SHAPED TOP AND
 CQ2988'BOTTOM, SUPPORTED BY 6-STEEL TUBULAR TYPE LEGS.  TANK IS ABOUT
 CQ2988'150 FEET IN HEIGHT, PAINTED A BLUE-GREEN IN COLOR, HAS A RED
 CQ2988'LIGHT ON TOP AND THE NAME HAYNESVILLE PRINTED ON THE SIDE OF THE
 CQ2988'TANK.
 CQ2988'
 CQ2988'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
 CQ2988
 CQ2988                          STATION RECOVERY (1994)
 CQ2988
 CQ2988'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0175 ***********************************************************************
 AT0175  DESIGNATION -  HEAD
 AT0175  PID         -  AT0175
 AT0175  STATE/COUNTY-  LA/PLAQUEMINES
 AT0175  USGS QUAD   -  PILOTTOWN (1993)
 AT0175
 AT0175                         *CURRENT SURVEY CONTROL
 AT0175  ___________________________________________________________________
 AT0175* NAD 83(1992)-  29 08 29.03378(N)    089 15 02.96763(W)     ADJUSTED  
 AT0175* NAVD 88     -         0.56   (+/-2cm)       1.8  **(feet)  VERTCON   
 AT0175  **This station is located in a subsidence area (see below).
 AT0175  ___________________________________________________________________
 AT0175  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AT0175  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT0175
 AT0175  HORZ ORDER  -  SECOND
 AT0175  VERT ORDER  -  FIRST     CLASS II (See Below)
 AT0175
 AT0175.The horizontal coordinates were established by classical geodetic methods
 AT0175.and adjusted by the National Geodetic Survey in January 1993..
 AT0175
 AT0175 ** The orthometric height has not been validated since last determined
 AT0175 ** by differential leveling and should not be used for control purposes.
 AT0175 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0175 ** area with valid NAVD 88 orthometric heights.
 AT0175 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0175 ** epoch indicated which incorporates improved geoid heights for the
 AT0175 ** Southern Louisiana Subsidence area.
 AT0175 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0175.The vertical order pertains to the NGVD 29 superseded value.
 AT0175
 AT0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0175
 AT0175.The geoid height was determined by GEOID03.
 AT0175
 AT0175;                    North         East     Units Scale Factor Converg.
 AT0175;SPC LA S     -    72,939.401 1,202,637.040   MT  1.00003735   +1 02 28.6
 AT0175;SPC LA S     -   239,302.02  3,945,651.69   sFT  1.00003735   +1 02 28.6
 AT0175;UTM  16      - 3,225,746.563   281,039.064   MT  1.00019166   -1 05 47.4
 AT0175
 AT0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0175!SPC LA S     -   1.00000365  x   1.00003735  =   1.00004100
 AT0175!UTM  16      -   1.00000365  x   1.00019166  =   1.00019531
 AT0175
 AT0175                          SUPERSEDED SURVEY CONTROL
 AT0175
 AT0175  NAD 83(1986)-  29 08 29.03827(N)    089 15 02.97947(W) AD(       ) 2
 AT0175  NAD 27      -  29 08 28.23000(N)    089 15 02.79400(W) AD(       ) 2
 AT0175  NGVD 29 (??/??/??)    0.644  (m)            2.11   (f) ADJUSTED    1 2
 AT0175
 AT0175.Superseded values are not recommended for survey control.
 AT0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0175.See file dsdata.txt to determine how the superseded data were derived.
 AT0175
 AT0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8103925747(NAD 83)
 AT0175_MARKER: DS = TRIANGULATION STATION DISK
 AT0175_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AT0175+WITH SETTING: INTO GROUND
 AT0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0175+STABILITY: SURFACE MOTION
 AT0175
 AT0175  HISTORY     - Date     Condition        Report By
 AT0175  HISTORY     - 1938     MONUMENTED       CGS
 AT0175  HISTORY     - 1934     GOOD             CGS
 AT0175  HISTORY     - 1955     GOOD             CGS
 AT0175  HISTORY     - 1971     MARK NOT FOUND   NGS
 AT0175
 AT0175                          STATION DESCRIPTION
 AT0175
 AT0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (FSB)
 AT0175'ON A NARROW STRIP OF LAND BOUNDED ON ONE SIDE BY SOUTH PASS AND ON
 AT0175'THE OTHER BY SOUTHWEST PASS, ESE FROM HEAD OF PASSES LIGHTHOUSE, AND
 AT0175'70 METERS (230 FEET) FROM THE BANK OF SOUTH PASS.
 AT0175'
 AT0175'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT0175'IN THE TOP OF TILES.
 AT0175'
 AT0175'REFERENCE MARK NO. 1 IS 25.31 METERS (83.0 FEET) FROM THE STATION
 AT0175'S 47 DEG 42 MIN W.
 AT0175'REFERENCE MARK NO. 2 IS 5 METERS (16 FEET) FROM THE E CORNER OF A
 AT0175'WHITE PALING FENCE AND 38.74 METERS (127.1 FEET) FROM THE STATION
 AT0175'N 63 DEG 17 MIN W.
 AT0175
 AT0175                          STATION RECOVERY (1955)
 AT0175
 AT0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0175'THE STATION WAS RECOVERED AS DESCRIBED ON THE DESCRIPTION OF
 AT0175'F.S.B. 1922, 1934. BOTH REFERENCE MARKS ARE IN GOOD CONDITION,
 AT0175'AS IS THE STATION MARK, HOWEVER THE STATION MARK IS NOW 13 FEET
 AT0175'EAST OF THE WEST RIVER BANK AND WILL PROBALY BE DESTROYED IN
 AT0175'SHORT TIME.
 AT0175'
 AT0175'A NEW STATION, HEAD 2 1955, WAS ESTABLISHED BY THIS PARTY AND A
 AT0175'CONNECTING TIE WAS MADE BETWEEN THE MARKS. BOTH OLD REFERENCE
 AT0175'MARKS WERE TIED TO THE NEW STATION.
 AT0175'A 25 FOOT WOODEN TOWER STANDS OVER THIS STATION MARK.
 AT0175'THERE WAS NO STAMPING ON ANY OF THE DISKS.
 AT0175
 AT0175                          STATION RECOVERY (1971)
 AT0175
 AT0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0175'10 MI SE FROM VENICE.
 AT0175'10 MILES DOWNSTREAM ALONG THE RIGHT BANK OF MISSISSIPPI RIVER FROM
 AT0175'VENICE, PLAQUEMINES PARISH, AT HEAD OF PASSES, EAST-SOUTHEAST OF THE
 AT0175'HEAD OF PASSES LIGHTHOUSE, ON A NARROW STRIP OF LAND BETWEEN SOUTH
 AT0175'PASS AND SOUTHWEST PASS, AND ABOUT 230 FEET FROM THE BANK OF SOUTH
 AT0175'PASS.  A STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 AT0175'TERRA-COTTA PIPE FILLED WITH CONCRETE.  NOTE-- THE AREA IS SUBJECT TO
 AT0175'HURRICANE AND MARK IS PROBABLY LOST.  HEAD 3 WAS RECOVERED NEAR THE
 AT0175'DESCRIBED LOCATION OF HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1043 ***********************************************************************
 AT1043  DESIGNATION -  HEAD 2
 AT1043  PID         -  AT1043
 AT1043  STATE/COUNTY-  LA/PLAQUEMINES
 AT1043  USGS QUAD   -  PILOTTOWN (1993)
 AT1043
 AT1043                         *CURRENT SURVEY CONTROL
 AT1043  ___________________________________________________________________
 AT1043* NAD 83(1992)-  29 08 28.73193(N)    089 15 05.54598(W)     ADJUSTED  
 AT1043* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1043  **This station is located in a subsidence area (see below).
 AT1043  ___________________________________________________________________
 AT1043  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AT1043  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT1043
 AT1043  HORZ ORDER  -  SECOND
 AT1043
 AT1043.The horizontal coordinates were established by classical geodetic methods
 AT1043.and adjusted by the National Geodetic Survey in January 1993..
 AT1043
 AT1043 ** The orthometric height has not been validated since last determined
 AT1043 ** by differential leveling and should not be used for control purposes.
 AT1043 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1043 ** area with valid NAVD 88 orthometric heights.
 AT1043 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1043 ** epoch indicated which incorporates improved geoid heights for the
 AT1043 ** Southern Louisiana Subsidence area.
 AT1043 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1043.The orthometric height was scaled from a topographic map.
 AT1043
 AT1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1043
 AT1043.The geoid height was determined by GEOID03.
 AT1043
 AT1043;                    North         East     Units Scale Factor Converg.
 AT1043;SPC LA S     -    72,928.842 1,202,567.527   MT  1.00003738   +1 02 27.3
 AT1043;SPC LA S     -   239,267.38  3,945,423.63   sFT  1.00003738   +1 02 27.3
 AT1043;UTM  16      - 3,225,738.603   280,969.194   MT  1.00019203   -1 05 48.7
 AT1043
 AT1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1043!SPC LA S     -   1.00000375  x   1.00003738  =   1.00004113
 AT1043!UTM  16      -   1.00000375  x   1.00019203  =   1.00019578
 AT1043
 AT1043|---------------------------------------------------------------------|
 AT1043| PID    Reference Object                     Distance      Geod. Az  |
 AT1043|                                                           dddmmss.s |
 AT1043| DD7189 HEAD RM 2                            44.119 METERS 05243     |
 AT1043| AT0175 HEAD                                 70.308 METERS 08224     |
 AT1043| DD7188 HEAD RM 1                            51.511 METERS 09838     |
 AT1043| AT1031 TEXAS CO GARDEN IS BAY FLD MST      APPROX. 9.3 KM 1213522.3 |
 AT1043| AT1028 GARDEN ISLAND FREEPORT CO TANK      APPROX. 7.7 KM 1342040.3 |
 AT1043| AT1051 SOUTHWEST PASS LIGHT 26             APPROX. 3.9 KM 2040019.0 |
 AT1043| DD7190 HEAD 2 RM 3                          35.390 METERS 20451     |
 AT1043| AT1046 DELTA NAT WILDLIFE LOOKOUT          APPROX. 7.7 KM 3431446.5 |
 AT1043|---------------------------------------------------------------------|
 AT1043
 AT1043                          SUPERSEDED SURVEY CONTROL
 AT1043
 AT1043  NAD 83(1986)-  29 08 28.73644(N)    089 15 05.55781(W) AD(       ) 2
 AT1043  NAD 27      -  29 08 27.92800(N)    089 15 05.37200(W) AD(       ) 2
 AT1043
 AT1043.Superseded values are not recommended for survey control.
 AT1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1043.See file dsdata.txt to determine how the superseded data were derived.
 AT1043
 AT1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8096925739(NAD 83)
 AT1043_MARKER: DS = TRIANGULATION STATION DISK
 AT1043_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1043_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1043
 AT1043  HISTORY     - Date     Condition        Report By
 AT1043  HISTORY     - 1955     MONUMENTED       CGS
 AT1043  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT1043
 AT1043                          STATION DESCRIPTION
 AT1043
 AT1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1043'THE STATION IS LOCATED ABOUT 16 MILES NORTHEAST OF BURRWOOD, 12 MILES
 AT1043'SOUTHEAST OF
 AT1043'VENICE, AND 200 YARDS SOUTH OF THE U.S.  COAST GUARD
 AT1043'STATION WHICH IS AT THE NORTH
 AT1043'END OF A NARROW STRIP OF LAND BOUNDED
 AT1043'BY THE SOUTH PASS AND THE SOUTHWEST PASS.
 AT1043'
 AT1043'THE STATION MARK IS 130 FEET WEST-NORTHWEST OF A HOG SHED, 115 FEET
 AT1043'EAST OF A WIRE
 AT1043'FENCE, 56 FEET SOUTHEAST OF A TELEPHONE POLE, AND 45
 AT1043'FEET SOUTH OF A FENCE.  THE MARK
 AT1043'IS A STANDARD DISK SET IN THE TOP OF
 AT1043'AN 8-FOOT LENGTH OF CONCRETE FILLED 4-INCH
 AT1043'ORANGEBURG SEWER PIPE.
 AT1043'THE MARK PROJECTS 2 FEET, AND THE DISK IS STAMPED HEAD 2
 AT1043'1955.
 AT1043'
 AT1043'REFERENCE MARK NO. 1, ESTABLISHED IN 1922, IS 65 FEET NORTHEAST OF
 AT1043'THE NORTHEAST
 AT1043'CORNER OF A SHED, 45 FEET NORTHWEST OF THE HOG SHED,
 AT1043'AND 25 FEET SOUTHWEST OF A FENCE
 AT1043'CORNER-POST.  THE MARK IS FLUSH WITH
 AT1043'THE GROUND, AND THE DISK IS NOT STAMPED.
 AT1043'
 AT1043'REFERENCE MARK NO. 2, ESTABLISHED IN 1922, IS 160 FEET EAST OF A GATE
 AT1043'AND 9 FEET SOUTH
 AT1043'OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND
 AT1043'THE DISK IS NOT STAMPED.
 AT1043'
 AT1043'REFERENCE MARK NO. 3 IS 80 FEET NORTHEAST OF A TELEPHONE POLE AND 75
 AT1043'FEET SOUTH OF A
 AT1043'GATE.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 AT1043'DISK IS STAMPED HEAD 2 NO 3 1955.
 AT1043'
 AT1043'NO AZIMUTH MARK WAS SET.
 AT1043'
 AT1043'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AT1043
 AT1043                          STATION RECOVERY (1966)
 AT1043
 AT1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1043'STATION WAS RECOVERED BUT WAS FOUND TO BE BROKEN OFF FLUSH WITH THE
 AT1043'GROUND.  THE MARK
 AT1043'WAS PUT BACK AS NEAR AS POSSIBLE TO ITS ORIGINAL
 AT1043'POSITION AND THE MEASURED DISTANCE
 AT1043'TO HEAD 3 IS 190.06 FEET OR 57.931
 AT1043'METERS.  THIS STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0123 ***********************************************************************
 AT0123  DESIGNATION -  HEAD 3
 AT0123  PID         -  AT0123
 AT0123  STATE/COUNTY-  LA/PLAQUEMINES
 AT0123  USGS QUAD   -  PILOTTOWN (1993)
 AT0123
 AT0123                         *CURRENT SURVEY CONTROL
 AT0123  ___________________________________________________________________
 AT0123* NAD 83(1992)-  29 08 30.58070(N)    089 15 05.94454(W)     ADJUSTED  
 AT0123* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT0123  **This station is located in a subsidence area (see below).
 AT0123  ___________________________________________________________________
 AT0123  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AT0123  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT0123  DYNAMIC HT  -           1.3   (meters)       4.    (feet)  COMP
 AT0123  MODELED GRAV-     979,303.2   (mgal)                       NAVD 88
 AT0123
 AT0123  HORZ ORDER  -  SECOND
 AT0123  VERT ORDER  -  FIRST     CLASS I (See Below)
 AT0123
 AT0123.The horizontal coordinates were established by classical geodetic methods
 AT0123.and adjusted by the National Geodetic Survey in January 1993..
 AT0123
 AT0123 ** The orthometric height has not been validated since last determined
 AT0123 ** by differential leveling and should not be used for control purposes.
 AT0123 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0123 ** area with valid NAVD 88 orthometric heights.
 AT0123 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0123 ** epoch indicated which incorporates improved geoid heights for the
 AT0123 ** Southern Louisiana Subsidence area.
 AT0123 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0123.The orthometric height was scaled from a topographic map.
 AT0123.The vertical order pertains to the NGVD 29 superseded value.
 AT0123
 AT0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0123
 AT0123.The geoid height was determined by GEOID03.
 AT0123
 AT0123.The dynamic height is computed by dividing the NAVD 88
 AT0123.geopotential number by the normal gravity value computed on the
 AT0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0123.degrees latitude (g = 980.6199 gals.).
 AT0123
 AT0123.The modeled gravity was interpolated from observed gravity values.
 AT0123
 AT0123;                    North         East     Units Scale Factor Converg.
 AT0123;SPC LA S     -    72,985.560 1,202,555.721   MT  1.00003724   +1 02 27.1
 AT0123;SPC LA S     -   239,453.46  3,945,384.89   sFT  1.00003724   +1 02 27.1
 AT0123;UTM  16      - 3,225,795.730   280,959.511   MT  1.00019209   -1 05 49.0
 AT0123
 AT0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0123!SPC LA S     -   1.00000354  x   1.00003724  =   1.00004078
 AT0123!UTM  16      -   1.00000354  x   1.00019209  =   1.00019563
 AT0123
 AT0123|---------------------------------------------------------------------|
 AT0123| PID    Reference Object                     Distance      Geod. Az  |
 AT0123|                                                           dddmmss.s |
 AT0123| DD7191 HEAD 3 RM 4                          29.295 METERS 04728     |
 AT0123| DD7193 HEAD 3 RM 6                          29.304 METERS 04732     |
 AT0123| DD7524 MISS RIVER MILE 0.25                 22.666 METERS 05434     |
 AT0123| AT1028 GARDEN ISLAND FREEPORT CO TANK      APPROX. 7.8 KM 1343519.1 |
 AT0123| AT1043 HEAD 2                               57.931 METERS 16917     |
 AT0123| DD7194 HEAD 3 RM 7                          25.075 METERS 18755     |
 AT0123| DD7192 HEAD 3 RM 5                          25.084 METERS 18759     |
 AT0123| AT1042 MIKE                                APPROX. 0.9 KM 2820743.4 |
 AT0123| AT1046 DELTA NAT WILDLIFE LOOKOUT          APPROX. 7.6 KM 3431201.3 |
 AT0123| AT1044 HEAD OF PASS WEST JETTY LIGHT       APPROX. 0.7 KM 3593706.0 |
 AT0123|---------------------------------------------------------------------|
 AT0123
 AT0123                          SUPERSEDED SURVEY CONTROL
 AT0123
 AT0123  NAD 83(1986)-  29 08 30.58510(N)    089 15 05.95634(W) AD(       ) 2
 AT0123  NAD 27      -  29 08 29.77680(N)    089 15 05.77060(W) AD(       ) 2
 AT0123  NGVD 29 (??/??/??)    1.383  (m)            4.54   (f) ADJUSTED    1 1
 AT0123
 AT0123.Superseded values are not recommended for survey control.
 AT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0123.See file dsdata.txt to determine how the superseded data were derived.
 AT0123
 AT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8096025796(NAD 83)
 AT0123_MARKER: DS = TRIANGULATION STATION DISK
 AT0123_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0123_SP_SET: 32 FEET
 AT0123_STAMPING: HEAD 3 1966
 AT0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0123
 AT0123  HISTORY     - Date     Condition        Report By
 AT0123  HISTORY     - 1966     MONUMENTED       CGS
 AT0123  HISTORY     - 1969     GOOD             CGS
 AT0123  HISTORY     - 1970     GOOD             NGS
 AT0123  HISTORY     - 1970     GOOD             NGS
 AT0123  HISTORY     - 1971     GOOD             NGS
 AT0123  HISTORY     - 1976     GOOD             NGS
 AT0123
 AT0123                          STATION DESCRIPTION
 AT0123
 AT0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0123'THE STATION IS LOCATED ON THE GROUNDS OF THE COAST GUARD STATION AT
 AT0123'THE HEAD OF THE
 AT0123'PASSES, BETWEEN SOUTH AND SOUTHWEST PASS ABOUT 11-1/2
 AT0123'MILES SOUTHEAST OF VENICE AND 3
 AT0123'MILES SOUTH OF PILOTTOWN.
 AT0123'
 AT0123'THE STATION MARK IS A STANDARD DISK STAMPED HEAD 3 1966, CRIMPED TO
 AT0123'THE TOP OF A 5/8
 AT0123'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT0123'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT0123'WHICH PROJECTS 2.4 FEET.  IT IS 1
 AT0123'FOOT EAST-NORTHEAST OF A METAL WITNESS POST, 19 FEET
 AT0123'EAST OF A FENCE
 AT0123'AND 72 FEET WEST OF THE SOUTHWEST CORNER OF A BUILDING.
 AT0123'
 AT0123'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HEAD 3 NO 4 1966,
 AT0123'CRIMPED TO THE TOP
 AT0123'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0123'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT0123'PIPE WHICH PROJECTS 2.6 FEET.
 AT0123'IT IS 1 FOOT WEST OF A WOODEN CAT WALK AND 25 FEET
 AT0123'NORTH-NORTHWEST OF
 AT0123'THE NORTHWEST CORNER OF THE BUILDING.
 AT0123'
 AT0123'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED HEAD 3 NO 5 1966,
 AT0123'CRIMPED TO THE TOP
 AT0123'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0123'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT0123'PIPE WHICH PROJECTS 2.4 FEET.
 AT0123'IT IS 1.5 FEET WEST OF A FENCE AND 68 FEET WEST OF THE
 AT0123'WOODEN CAT
 AT0123'WALK.
 AT0123'
 AT0123'HEAD 2 1955 WAS FOUND BROKEN OFF FLUSH WITH THE GROUND.  THE MARK WAS
 AT0123'PUT BACK AS NEAR
 AT0123'AS POSSIBLE TO ITS ORIGINAL POSITION AND A
 AT0123'MEASUREMENT MADE.  THIS MARK SHOULD
 AT0123'BE CONSIDERED LOST.
 AT0123'
 AT0123'THE STATION CAN BE REACHED ONLY BY BOAT OR FLOAT PLANE.
 AT0123'
 AT0123'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AT0123
 AT0123                          STATION RECOVERY (1969)
 AT0123
 AT0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0123'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT0123'AFTER HURRICANE CAMILLE.  THE RMS WERE IN NEED OF REPAIRS.
 AT0123
 AT0123                          STATION RECOVERY (1970)
 AT0123
 AT0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0123'STATION WAS VISITED 3-31-70.  THE STATION MARK WAS RECOVERED AND
 AT0123'FOUND IN GOOD CONDITION.  REFERENCE MARKS 4 AND 5 WERE FOUND
 AT0123'DISTURBED.  THE ORANGEBURG PIPES WERE GONE AND THE RODS WERE
 AT0123'TWISTED.  REFERENCE MARKS 6 AND 7 WERE ESTABLISHED AT THIS TIME BY
 AT0123'SAWING THE RODS OFF ABOUT 6 INCHES ABOVE GROUND LEVEL AND
 AT0123'CRIMPING NEW DISKS TO THE TOP.  A COMPLETE NEW DESCRIPTION
 AT0123'FOLLOWS--
 AT0123'
 AT0123'THE STATION IS LOCATED ABOUT 11-1/2 MILES SOUTHEAST OF VENICE AND
 AT0123'3 MILES SOUTH OF PILOTTOWN, ON THE GROUNDS OF THE U.S. COAST GUARD
 AT0123'STATION, AT THE HEAD OF THE PASSES, BETWEEN SOUTH PASS AND
 AT0123'SOUTHWEST PASS.  IT IS 97 FEET SOUTHWEST OF THE SOUTHEAST END OF A
 AT0123'WOODEN CATWALK, 72 FEET WEST OF THE SOUTHWEST CORNER OF A
 AT0123'BUILDING THAT WAS BADLY DAMAGED BY THE STORM AND 1 FOOT
 AT0123'EAST-NORTHEAST OF A METAL WITNESS POST.  IT IS A C AND GS
 AT0123'TRIANGULATION STATION DISK, STAMPED HEAD 3 1966, CRIMPED TO THE
 AT0123'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG AND
 AT0123'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT0123'
 AT0123'REFERENCE MARK NO. 6 IS 96.14 FEET NORTHEAST OF THE STATION.  IT IS
 AT0123'25 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BADLY DAMANGED
 AT0123'BUILDING AND 1 FOOT SOUTHWEST OF THE WOODEN CATWALK.  IT IS A C AND
 AT0123'GS REFERENCE MARK DISK, STAMPED HEAD 3 1966 NO 6 1970, CRIMPED TO
 AT0123'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND
 AT0123'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 6 INCHES.
 AT0123'
 AT0123'REFERENCE MARK NO. 7 IS 82.26 FEET SOUTH OF THE STATION.  IT IS 120
 AT0123'FEET NORTHWEST OF A METAL HELICOPTER PAD AND 68 FEET WEST OF A
 AT0123'WOODEN CATWALK.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 AT0123'HEAD 3 1966 NO 7 1970, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 AT0123'WELD GROUND ROD 24 FEET LONG AND ENCASED IN A 4 INCH ORANGEBURG
 AT0123'PIPE WHICH PROJECTS 6 INCHES.
 AT0123'
 AT0123'PBM MILE NO. 0.25 (USE) IS 74.36 FEET NORTHEAST OF THE STATION.  IT
 AT0123'IS 24.10 FEET WEST-SOUTHWEST OF R.M. NO. 6 AND 16.7 FEET WEST OF
 AT0123'THE NORTHWEST CORNER OF THE DAMANGED BUILDING.  IT IS A U.S. CORP
 AT0123'OF ENGINEERS DISK, STAMPED PBM MILE NO 0.25, SET IN THE TOP OF A
 AT0123'CONCRETE FILLED TILE WHICH PROJECTS 1 FOOT.
 AT0123'
 AT0123'NOTE--STATION CAN BE REACHED BY BOAT OR HELICOPTER.
 AT0123'
 AT0123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF
 AT0123'PILOTTOWN.
 AT0123
 AT0123                          STATION RECOVERY (1970)
 AT0123
 AT0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT0123'RECOVERED IN GOOD CONDITION.
 AT0123
 AT0123                          STATION RECOVERY (1971)
 AT0123
 AT0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0123'2.5 MI S FROM PILOTTOWN.
 AT0123'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0123'LOOKOUT TOWER AT PILOTTOWN, AT THE HEAD OF SOUTH PASS AND SOUTHWEST
 AT0123'PASS, AT THE SITE OF AN OLD US COAST GUARD STATION WHICH WAS DESTROYED
 AT0123'BY A HURRICANE, 175 FEET SOUTHWEST OF THE SOUTHWEST END OF A BOARD
 AT0123'WALKWAY, 72 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE FLOOR FOR
 AT0123'FORMER BUILDING WHICH WAS DESTROYED, 1 FOOT SOUTHEAST OF A METAL
 AT0123'WITNESS POST, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 AT0123'PROJECTING 24 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A
 AT0123'4 INCH ORANGEBURG PIPE WHICH PROJECTS 24 INCHES ABOVE THE LEVEL OF THE
 AT0123'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 AT0123
 AT0123                          STATION RECOVERY (1976)
 AT0123
 AT0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AT0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1138 ***********************************************************************
 AT1138  DESIGNATION -  HEAD OF GRAND BAYOU NAV LIGHT
 AT1138  PID         -  AT1138
 AT1138  STATE/COUNTY-  LA/PLAQUEMINES
 AT1138  USGS QUAD   -  BASTIAN BAY (1993)
 AT1138
 AT1138                         *CURRENT SURVEY CONTROL
 AT1138  ___________________________________________________________________
 AT1138* NAD 83(1992)-  29 17 47.42327(N)    089 40 45.18937(W)     ADJUSTED  
 AT1138* NAVD 88     -                                                        
 AT1138  **This station is located in a subsidence area (see below).
 AT1138  ___________________________________________________________________
 AT1138  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AT1138  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT1138
 AT1138  HORZ ORDER  -  THIRD
 AT1138
 AT1138.The horizontal coordinates were established by classical geodetic methods
 AT1138.and adjusted by the National Geodetic Survey in January 1993..
 AT1138
 AT1138 ** The orthometric height has not been validated since last determined
 AT1138 ** by differential leveling and should not be used for control purposes.
 AT1138 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1138 ** area with valid NAVD 88 orthometric heights.
 AT1138 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1138 ** epoch indicated which incorporates improved geoid heights for the
 AT1138 ** Southern Louisiana Subsidence area.
 AT1138 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1138
 AT1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1138
 AT1138.The geoid height was determined by GEOID03.
 AT1138
 AT1138;                    North         East     Units Scale Factor Converg.
 AT1138;SPC LA S     -    89,450.369 1,160,707.482   MT  1.00000074   +0 49 37.5
 AT1138;SPC LA S     -   293,471.75  3,808,087.80   sFT  1.00000074   +0 49 37.5
 AT1138;UTM  16      - 3,243,815.657   239,742.658   MT  1.00043588   -1 18 42.3
 AT1138
 AT1138                          SUPERSEDED SURVEY CONTROL
 AT1138
 AT1138  NAD 83(1986)-  29 17 47.43282(N)    089 40 45.19854(W) AD(       ) 4
 AT1138  NAD 27      -  29 17 46.63400(N)    089 40 44.96000(W) AD(       ) 3
 AT1138
 AT1138.Superseded values are not recommended for survey control.
 AT1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1138.See file dsdata.txt to determine how the superseded data were derived.
 AT1138
 AT1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3974343816(NAD 83)
 AT1138_MARKER: 14 = NAVIGATION LIGHT
 AT1138
 AT1138  HISTORY     - Date     Condition        Report By
 AT1138  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1138
 AT1138                          STATION DESCRIPTION
 AT1138
 AT1138'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1041 ***********************************************************************
 AT1041  DESIGNATION -  HEAD OF PASS LIGHTHOUSE 1904
 AT1041  PID         -  AT1041
 AT1041  STATE/COUNTY-  LA/PLAQUEMINES
 AT1041  USGS QUAD   -  PILOTTOWN (1993)
 AT1041
 AT1041                         *CURRENT SURVEY CONTROL
 AT1041  ___________________________________________________________________
 AT1041* NAD 83(1992)-  29 08 29.24595(N)    089 15 04.90023(W)     ADJUSTED  
 AT1041* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1041  **This station is located in a subsidence area (see below).
 AT1041  ___________________________________________________________________
 AT1041  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AT1041  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT1041
 AT1041  HORZ ORDER  -  THIRD
 AT1041
 AT1041.The horizontal coordinates were established by classical geodetic methods
 AT1041.and adjusted by the National Geodetic Survey in January 1993..
 AT1041
 AT1041 ** The orthometric height has not been validated since last determined
 AT1041 ** by differential leveling and should not be used for control purposes.
 AT1041 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1041 ** area with valid NAVD 88 orthometric heights.
 AT1041 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1041 ** epoch indicated which incorporates improved geoid heights for the
 AT1041 ** Southern Louisiana Subsidence area.
 AT1041 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1041.The orthometric height was scaled from a topographic map.
 AT1041
 AT1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1041
 AT1041.The geoid height was determined by GEOID03.
 AT1041
 AT1041;                    North         East     Units Scale Factor Converg.
 AT1041;SPC LA S     -    72,944.983 1,202,584.691   MT  1.00003734   +1 02 27.6
 AT1041;SPC LA S     -   239,320.33  3,945,479.94   sFT  1.00003734   +1 02 27.6
 AT1041;UTM  16      - 3,225,754.095   280,986.951   MT  1.00019194   -1 05 48.4
 AT1041
 AT1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1041!SPC LA S     -   1.00000375  x   1.00003734  =   1.00004109
 AT1041!UTM  16      -   1.00000375  x   1.00019194  =   1.00019569
 AT1041
 AT1041:                Primary Azimuth Mark                     Grid Az
 AT1041:SPC LA S     -  SOUTH PASS LIGHT REAR 1904               148 31 08.2
 AT1041:UTM  16      -  SOUTH PASS LIGHT REAR 1904               150 39 24.2
 AT1041
 AT1041|---------------------------------------------------------------------|
 AT1041| PID    Reference Object                     Distance      Geod. Az  |
 AT1041|                                                           dddmmss.s |
 AT1041| AT1032 SOUTH PASS LIGHT REAR 1904          APPROX.16.3 KM 1493335.8 |
 AT1041|---------------------------------------------------------------------|
 AT1041
 AT1041                          SUPERSEDED SURVEY CONTROL
 AT1041
 AT1041  NAD 83(1986)-  29 08 29.25049(N)    089 15 04.91294(W) AD(       ) 3
 AT1041  NAD 27      -  29 08 29.49600(N)    089 15 05.81400(W) AD(       ) 3
 AT1041
 AT1041.Superseded values are not recommended for survey control.
 AT1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1041.See file dsdata.txt to determine how the superseded data were derived.
 AT1041
 AT1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8098725754(NAD 83)
 AT1041_MARKER: 13 = LIGHTHOUSE
 AT1041
 AT1041  HISTORY     - Date     Condition        Report By
 AT1041  HISTORY     - 1904     FIRST OBSERVED   CGS
 AT1041  HISTORY     - 1921     GOOD             CGS
 AT1041
 AT1041                          STATION DESCRIPTION
 AT1041
 AT1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 AT1041'THE OBSERVATIONS WERE MADE ON THE MAIN PLATFORM ON THE SIDE NEXT TO
 AT1041'THE SOUTH PASS OF
 AT1041'THE MISSISSIPPI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1044 ***********************************************************************
 AT1044  DESIGNATION -  HEAD OF PASS WEST JETTY LIGHT
 AT1044  PID         -  AT1044
 AT1044  STATE/COUNTY-  LA/PLAQUEMINES
 AT1044  USGS QUAD   -  PILOTTOWN (1993)
 AT1044
 AT1044                         *CURRENT SURVEY CONTROL
 AT1044  ___________________________________________________________________
 AT1044* NAD 83(1992)-  29 08 53.19377(N)    089 15 06.11614(W)     ADJUSTED  
 AT1044* NAVD 88     -                                                        
 AT1044  **This station is located in a subsidence area (see below).
 AT1044  ___________________________________________________________________
 AT1044  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AT1044  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AT1044
 AT1044  HORZ ORDER  -  THIRD
 AT1044
 AT1044.The horizontal coordinates were established by classical geodetic methods
 AT1044.and adjusted by the National Geodetic Survey in January 1993..
 AT1044
 AT1044 ** The orthometric height has not been validated since last determined
 AT1044 ** by differential leveling and should not be used for control purposes.
 AT1044 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1044 ** area with valid NAVD 88 orthometric heights.
 AT1044 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1044 ** epoch indicated which incorporates improved geoid heights for the
 AT1044 ** Southern Louisiana Subsidence area.
 AT1044 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1044
 AT1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1044
 AT1044.The geoid height was determined by GEOID03.
 AT1044
 AT1044;                    North         East     Units Scale Factor Converg.
 AT1044;SPC LA S     -    73,681.606 1,202,538.436   MT  1.00003562   +1 02 27.0
 AT1044;SPC LA S     -   241,737.07  3,945,328.19   sFT  1.00003562   +1 02 27.0
 AT1044;UTM  16      - 3,226,492.045   280,968.205   MT  1.00019204   -1 05 49.8
 AT1044
 AT1044                          SUPERSEDED SURVEY CONTROL
 AT1044
 AT1044  NAD 83(1986)-  29 08 53.19816(N)    089 15 06.12783(W) AD(       ) 4
 AT1044  NAD 27      -  29 08 52.39012(N)    089 15 05.94212(W) AD(       ) 3
 AT1044
 AT1044.Superseded values are not recommended for survey control.
 AT1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1044.See file dsdata.txt to determine how the superseded data were derived.
 AT1044
 AT1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8096826492(NAD 83)
 AT1044_MARKER: 14 = NAVIGATION LIGHT
 AT1044
 AT1044  HISTORY     - Date     Condition        Report By
 AT1044  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1044
 AT1044                          STATION DESCRIPTION
 AT1044
 AT1044'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2077 ***********************************************************************
 BW2077  DESIGNATION -  HEATON=O 14
 BW2077  PID         -  BW2077
 BW2077  STATE/COUNTY-  LA/AVOYELLES
 BW2077  USGS QUAD   -  BIG BEND (1982)
 BW2077
 BW2077                         *CURRENT SURVEY CONTROL
 BW2077  ___________________________________________________________________
 BW2077* NAD 83(1992)-  31 05 36.02675(N)    091 51 30.00332(W)     ADJUSTED  
 BW2077* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BW2077  ___________________________________________________________________
 BW2077  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BW2077  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BW2077
 BW2077  HORZ ORDER  -  FIRST
 BW2077
 BW2077.The horizontal coordinates were established by classical geodetic methods
 BW2077.and adjusted by the National Geodetic Survey in January 1993..
 BW2077
 BW2077.The orthometric height was scaled from a topographic map.
 BW2077
 BW2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2077
 BW2077.The geoid height was determined by GEOID03.
 BW2077
 BW2077;                    North         East     Units Scale Factor Converg.
 BW2077;SPC LA N     -    65,969.717 1,061,222.751   MT  1.00001743   +0 20 21.3
 BW2077;SPC LA N     -   216,435.65  3,481,694.98   sFT  1.00001743   +0 20 21.3
 BW2077;UTM  15      - 3,440,506.802   608,887.413   MT  0.99974625   +0 35 22.8
 BW2077
 BW2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2077!SPC LA N     -   1.00000204  x   1.00001743  =   1.00001947
 BW2077!UTM  15      -   1.00000204  x   0.99974625  =   0.99974829
 BW2077
 BW2077:                Primary Azimuth Mark                     Grid Az
 BW2077:SPC LA N     -  BORDELONVILLE CHURCH SPIRE               288 50 32.0
 BW2077:UTM  15      -  BORDELONVILLE CHURCH SPIRE               288 35 30.5
 BW2077
 BW2077|---------------------------------------------------------------------|
 BW2077| PID    Reference Object                     Distance      Geod. Az  |
 BW2077|                                                           dddmmss.s |
 BW2077| BW2507 BORDELONVILLE CHURCH SPIRE          APPROX. 4.2 KM 2891053.3 |
 BW2077| CY3763 HEATON RM                                          35840     |
 BW2077|---------------------------------------------------------------------|
 BW2077
 BW2077                          SUPERSEDED SURVEY CONTROL
 BW2077
 BW2077  NAD 83(1986)-  31 05 36.04582(N)    091 51 29.99826(W) AD(       ) 1
 BW2077  NAD 27      -  31 05 35.38427(N)    091 51 29.57560(W) AD(       ) 1
 BW2077
 BW2077.Superseded values are not recommended for survey control.
 BW2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2077.See file dsdata.txt to determine how the superseded data were derived.
 BW2077
 BW2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0888740507(NAD 83)
 BW2077_MARKER: DS = TRIANGULATION STATION DISK
 BW2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2077
 BW2077  HISTORY     - Date     Condition        Report By
 BW2077  HISTORY     - 1919     MONUMENTED       CGS
 BW2077  HISTORY     - 1935     MARK NOT FOUND   CGS
 BW2077  HISTORY     - 1957     MARK NOT FOUND   CGS
 BW2077
 BW2077                          STATION DESCRIPTION
 BW2077
 BW2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BW2077'ABOUT 2 MILES W OF REXMERE IN EDGE OF DIM ROAD CROSSING, 3.8
 BW2077'METERS (12 FEET) S OF CENTER LINE OF LOUISIANA RAILWAY AND
 BW2077'NAVIGATION COMPANY TRACK AND 13-1/2 TELEGRAPH POLES W OF MILEPOST
 BW2077'NO. 167.
 BW2077'
 BW2077'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2077'DISKS SET IN CONCRETE.
 BW2077'
 BW2077'REFERENCE MARK IS 18.620 METERS (61.09 FEET) FROM STATION
 BW2077'N 1 DEG 20 MIN W.
 BW2077
 BW2077                          STATION RECOVERY (1935)
 BW2077
 BW2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BW2077'STATION SEARCHED FOR BUT NOT RECOVERED.  IT IS THOUGHT THAT
 BW2077'THE REMOVAL OF THE OLD RAILROAD LINE AND THE LEVELING OF
 BW2077'GROUND WITH A STEAM SHOVEL DESTROYED BOTH STATION AND REFERENCE
 BW2077'MARKS.
 BW2077
 BW2077                          STATION RECOVERY (1957)
 BW2077
 BW2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BW2077'STATION MARK AND REFERENCE MARK NOT RECOVERED.  THEY HAVE
 BW2077'EVIDENTLY BEEN DESTROYED AS REPORTED IN THE RECOVERY NOTE OF
 BW2077'E. R. M. IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0119 ***********************************************************************
 AV0119  DESIGNATION -  HEBERT
 AV0119  PID         -  AV0119
 AV0119  STATE/COUNTY-  LA/VERMILION
 AV0119  USGS QUAD   -  MULBERRY ISLAND EAST (1979)
 AV0119
 AV0119                         *CURRENT SURVEY CONTROL
 AV0119  ___________________________________________________________________
 AV0119* NAD 83(1992)-  29 32 11.84210(N)    092 18 11.11105(W)     ADJUSTED  
 AV0119* NAVD 88     -         1.09   (+/-2cm)       3.6  **(feet)  VERTCON   
 AV0119  **This station is located in a subsidence area (see below).
 AV0119  ___________________________________________________________________
 AV0119  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AV0119  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AV0119
 AV0119  HORZ ORDER  -  SECOND
 AV0119  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0119
 AV0119.The horizontal coordinates were established by classical geodetic methods
 AV0119.and adjusted by the National Geodetic Survey in January 1993..
 AV0119
 AV0119 ** The orthometric height has not been validated since last determined
 AV0119 ** by differential leveling and should not be used for control purposes.
 AV0119 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0119 ** area with valid NAVD 88 orthometric heights.
 AV0119 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0119 ** epoch indicated which incorporates improved geoid heights for the
 AV0119 ** Southern Louisiana Subsidence area.
 AV0119 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0119.The vertical order pertains to the NGVD 29 superseded value.
 AV0119
 AV0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0119
 AV0119.The geoid height was determined by GEOID03.
 AV0119
 AV0119;                    North         East     Units Scale Factor Converg.
 AV0119;SPC LA S     -   115,302.713   906,005.536   MT  0.99995835   -0 29 05.6
 AV0119;SPC LA S     -   378,288.98  2,972,453.16   sFT  0.99995835   -0 29 05.6
 AV0119;UTM  15      - 3,267,643.670   567,526.636   MT  0.99965626   +0 20 36.9
 AV0119
 AV0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0119!SPC LA S     -   1.00000383  x   0.99995835  =   0.99996218
 AV0119!UTM  15      -   1.00000383  x   0.99965626  =   0.99966009
 AV0119
 AV0119|---------------------------------------------------------------------|
 AV0119| PID    Reference Object                     Distance      Geod. Az  |
 AV0119|                                                           dddmmss.s |
 AV0119| AV0120 HEBERT RM 1                         113.734 METERS 00656     |
 AV0119| AV0121 HEBERT RM 2                          26.070 METERS 12221     |
 AV0119| AV0694 TIGRE SHOAL SOUTHWEST LIGHT         APPROX.21.1 KM 1441911.9 |
 AV0119| CV9873 HEBERT RM 4                          23.522 METERS 17200     |
 AV0119| AV0122 HEBERT RM 3                          28.992 METERS 24759     |
 AV0119| AV0705 MARINE GAS LINE LIGHT A             APPROX.23.6 KM 2585219.5 |
 AV0119| CV9871 HEBERT AZ MK                                       2641606.0 |
 AV0119| CV9872 HEBERT AZ MK RESET                                 2751046.3 |
 AV0119|---------------------------------------------------------------------|
 AV0119
 AV0119                          SUPERSEDED SURVEY CONTROL
 AV0119
 AV0119  NAD 83(1986)-  29 32 11.86381(N)    092 18 11.09720(W) AD(       ) 2
 AV0119  NAD 27      -  29 32 11.06800(N)    092 18 10.62100(W) AD(       ) 2
 AV0119  NGVD 29 (??/??/??)    1.096  (m)            3.60   (f) ADJUSTED    1 2
 AV0119
 AV0119.Superseded values are not recommended for survey control.
 AV0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0119.See file dsdata.txt to determine how the superseded data were derived.
 AV0119
 AV0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6752767644(NAD 83)
 AV0119_MARKER: DS = TRIANGULATION STATION DISK
 AV0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0119_STAMPING: HEBERT 1933
 AV0119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AV0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0119+STABILITY: SURFACE MOTION
 AV0119
 AV0119  HISTORY     - Date     Condition        Report By
 AV0119  HISTORY     - 1933     MONUMENTED       CGS
 AV0119  HISTORY     - 1948     GOOD             CGS
 AV0119  HISTORY     - 1955     GOOD             CGS
 AV0119  HISTORY     - 1959     GOOD             LOCENG
 AV0119  HISTORY     - 1965     GOOD             CGS
 AV0119  HISTORY     - 1965     GOOD             CGS
 AV0119  HISTORY     - 1966     GOOD             CGS
 AV0119  HISTORY     - 1966     GOOD             CGS
 AV0119  HISTORY     - 1974     GOOD             USGS
 AV0119  HISTORY     - 1979     GOOD             NGS
 AV0119
 AV0119                          STATION DESCRIPTION
 AV0119
 AV0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0119'LOCATED ON THE W SIDE OF THE CANAL AT THE MOUTH OF BIG FRESH
 AV0119'WATER BAYOU, ABOVE THE MARSH AND ON THE FAST LAND.  LOCATED
 AV0119'DUE W OF THE W END OF BILL RIDGE AND 65 METERS FROM THE CANAL,
 AV0119'IN THE PASTURE LAND OWNED BY LEXENGRE HEBERT OF MULBERRY ISLAND.
 AV0119'
 AV0119'STATION MARK IS A 5-INCH BY 5-FOOT IRON PIPE FILLED WITH CONCRETE
 AV0119'AND EXTENDING 1 FOOT ABOVE THE GROUND.  A STANDARD DISK WAS
 AV0119'SET IN THE CENTER OF THE TOP.
 AV0119'
 AV0119'REFERENCE MARK NO. 1 IS AN IRON PIPE 1-INCH IN DIAMETER TO
 AV0119'THE NE.  THIS PIPE WAS SET IN CEMENT, FILLED WITH CEMENT, AND AN
 AV0119'ARROW MARKED IN THE TOP POINTING TOWARD THE STATION.  NO
 AV0119'INFORMATION COULD BE OBTAINED AS TO WHO ESTABLISHED IT.
 AV0119'
 AV0119'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AV0119'IT IS TOWARD THE CANAL ON THE HIGHEST GROUND IN THE VICINITY.
 AV0119'
 AV0119'AZIMUTH MARK IS SIMILAR TO THE STATION MARK BUT HAS BRASS
 AV0119'SCREW WITH SLOT TOWARD STATION SET IN CENTER OF PIPE.  LOCATED
 AV0119'TO WESTWARD ABOUT 0.3 MILE AND NEAR POORLY MARKED AND
 AV0119'LITTLE-TRAVELED ROAD WHICH WAS OLD BEACH.
 AV0119'
 AV0119'MAY BE REACHED WITH BOAT FROM PECAN ISLAND, BY POOR TRAIL FROM
 AV0119'CHENIER LE TIGRE, AND BY BOAT FROM GULF.  IN ENTERING FROM GULF
 AV0119'A SMALL BOAT NO LARGER THAN A DINGHY MAY BE USED.  THE ENTRANCE
 AV0119'BARES EXCEPT FOR A FEW INCHES OF WATER AT LOW TIDE AND MAY ONLY
 AV0119'BE ENTERED AT HIGH TIDE.  THE CANAL TO THE STATION IS NARROW
 AV0119'AND ABOUT 2-3 FEET DEEP AT HIGH-WATER.  A BRIDGE AT THE STATION
 AV0119'ACROSS THE CANAL IS NOT OF SUFFICIENT CLEARANCE TO ALLOW ANY
 AV0119'BOAT LARGER THAN A SKIFF TO PASS UNDER IT.  THE MUD AT THE
 AV0119'ENTRANCE TO THE CANAL IS VERY SOFT AND IMPASSIBLE AT LOW
 AV0119'TIDE.
 AV0119'
 AV0119'THE SHORE LINE IS BUILDING OUT IN THIS VICINITY.
 AV0119'
 AV0119'A 30-FOOT SIGNAL WAS USED WHICH WAS OF AMPLE HEIGHT TO SEE ALL
 AV0119'STATIONS.  LE TIGRE SHOWS OVER A SADDLE IN BILL RIDGE.
 AV0119
 AV0119                          STATION RECOVERY (1948)
 AV0119
 AV0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0119'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 AV0119'CONDITION EXCEPT THAT THE BRASS SCREW HAS BEEN REMOVED FROM
 AV0119'THE AZIMUTH MARK.
 AV0119'
 AV0119'STATION IS ABOUT 1/4 MILE N OF THE MOUTH OF FRESHWATER CANAL,
 AV0119'ON THE FIRST RIDGE N OF THE GULF SHORE, ON A LOW RIDGE KNOWN AS
 AV0119'SAND RIDGE WHICH IS A CONTINUATION W OF THE CANAL OF BILL RIDGE,
 AV0119'ABOUT 200 FEET W OF FRESHWATER CANAL, 225 FEET NW OF A CATTLE
 AV0119'BRIDGE CROSSING THE CANAL, AND IN A PASTURE ON THE SW SIDE OF A
 AV0119'FENCE.
 AV0119'
 AV0119'STATION MARK IS A BRONZE DISK SET IN A 5-INCH IRON PIPE FILLED
 AV0119'WITH CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.  DISK IS
 AV0119'STAMPED HERBERT 1933.
 AV0119'
 AV0119'REFERENCE MARK 1 IS N OF THE STATION, 530 FEET NNW OF THE
 AV0119'CATTLE BRIDGE, 295 FEET SW OF THE SW CORNER OF A CABIN, 252 FEET
 AV0119'N OF A SLIGHT ANGLE IN THE FENCE, AND 268 FEET W OF THE W BANK
 AV0119'OF THE CANAL.  THE MARK IS A 1-INCH PIPE SET IN AN 8-INCH CONCRETE
 AV0119'POST PROJECTING 1 INCH ABOVE THE CONCRETE AND PROJECTS 6 INCHES
 AV0119'ABOVE GROUND.
 AV0119'
 AV0119'REFERENCE MARK 2 IS SE OF THE STATION, 140 FEET NW OF THE CATTLE
 AV0119'BRIDGE, 127 FEET W OF THE W BANK OF THE CANAL, AND 12 FEET SSW
 AV0119'OF THE FENCE.  THE MARK IS A BRONZE DISK STAMPED HERBERT NO 2
 AV0119'1933 AND SET IN THE TOP OF AN 8-INCH CONCRETE POST.
 AV0119'
 AV0119'AZIMUTH MARK IS ABOUT 1/4 MILE W OF THE STATION, ON THE RIDGE,
 AV0119'AND NEAR A TRAIL.  THE MARK IS A CONCRETE POST WITH A HOLE IN THE
 AV0119'TOP WHERE A SCREW HAS BEEN REMOVED.
 AV0119'
 AV0119'THE STATION WAS NOT OCCUPIED BY THIS PARTY.
 AV0119
 AV0119                          STATION RECOVERY (1955)
 AV0119
 AV0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0119'THE STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 AV0119'RECOVERED.  THE STATION AND REFERENCE MARKS 1 AND 2 ARE IN
 AV0119'GOOD CONDITION AND MARKED AS PREVIOUSLY DESCRIBED.  THE AZIMUTH
 AV0119'MARK WAS FOUND TO BE IN POOR CONDITION.  THE MARK WAS DESTROYED
 AV0119'AND A NEW AZIMUTH MARK WAS ESTABLISHED.  REFERENCE MARK 3 WAS
 AV0119'ESTABLISHED ALSO.  DISTANCE AND DIRECTION TO REFERENCE MARKS
 AV0119'1 AND 2 CHECKED.
 AV0119'
 AV0119'THE STATION IS ON PROPERTY OWNED BY DR. M.O. MILLER OF NEW
 AV0119'ORLEANS, LOUISIANA.  THE STATION IS LOCATED ABOUT 2.0 MILES
 AV0119'EAST OF THE HUNTING LODGE AND RANCH CAMP KNOWN AS MULBERRY.
 AV0119'IT IS 0.25 MILE EAST OF WINDMILL AND WATER TANK, 15.6 FEET SOUTH
 AV0119'OF EAST-WEST FENCE LINE AND 43.9 FEET SOUTHWEST OF ANGULAR
 AV0119'FENCE CORNER.  THE MARK PROJECTS 8 INCHES.
 AV0119'
 AV0119'REFERENCE MARK 3, A STANDARD DISK WELDED TO A IRON PIPE AND
 AV0119'ENCASED IN A 7 INCH CONCRETE FILLED TILE PROJECTING 6 INCHES.
 AV0119'THE DISK IS STAMPED HEBERT NO. 3 1933.
 AV0119'
 AV0119'THE AZIMUTH MARK IS LOCATED 0.9 MILE WEST OF THE STATION, ON
 AV0119'THE TOP AND NEAR THE SOUTH SIDE OF A DIRT LEVEE 2 FEET HIGH.
 AV0119'THE MARK IS A STANDARD DISK WELDED TO A IRON PIPE ENCASED IN A
 AV0119'7 INCH CONCRETE FILLED TILE PROJECTING 14 INCHES, STAMPED
 AV0119'HEBERT 1933 RESET 1955.
 AV0119'
 AV0119'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 AV0119'82 AT ABBEVILLE GO SOUTH ON HIGHWAY 82 FOR 10.0 MILES TO
 AV0119'T-JUNCTION AT ESTHER.  TURN RIGHT, WEST, AND GO 7.55 MILES TO
 AV0119'JUNCTION WITH STATE HIGHWAY 35.  TURN LEFT, SOUTH, AND FOLLOW
 AV0119'HIGHWAY 35 FOR 8.7 MILES TO THE PECAN ISLAND FERRY.  CONTINUE
 AV0119'SOUTHERLY FOR 8.4 MILES TO END OF GRADED ROAD.  TURN RIGHT,
 AV0119'WEST, AND GO 0.9 MILE TO END OF TRUCK TRAVEL AT THE HUMBLE OIL
 AV0119'COMPANY BOAT DOCK.  MUD BOAT WAS HIRED LOCALLY AND TRIP TO
 AV0119'MULBERRY LODGE MADE VIA INLAND CANAL.  A TRUCK WAS DRIVEN
 AV0119'FROM LODGE TO THE STATION BY FOLLOWING THE DIRT LEVEE SOUTH
 AV0119'AND EAST 2 MILES.
 AV0119'
 AV0119'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
 AV0119
 AV0119                          STATION RECOVERY (1959)
 AV0119
 AV0119'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (JEC)
 AV0119'STATION WAS RECOVERED IN GOOD CONDITION.  APPROXIMATELY A
 AV0119'40 FOOT WOODEN TOWER IS OVER THE STATION.
 AV0119
 AV0119                          STATION RECOVERY (1965)
 AV0119
 AV0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0119'THE STATION MARK, STAMPED HEBERT 1933, IS ABOUT 6.7 MILES
 AV0119'SOUTHWEST ALONG A TRAIL WHICH FOLLOWS A RIDGE AND A ROW OF TREES
 AV0119'FROM THE CEMETERY AT CHENIERE AU TIGRE TO THE JUNCTION OF OLD
 AV0119'FRESHWATER CANAL, IN SECTION 24, T 17 S, R 1 E, ABOUT 0.3 MILE
 AV0119'NORTH OF THE GULF OF MEXICO, ABOUT MIDWAY BETWEEN 2 STEEL
 AV0119'WINDMILLS, 225 FEET NORTHWEST OF THE WEST END OF A CATTLE BRIDGE
 AV0119'OVER THE CANAL, 200 FEET WEST OF THE WEST BANK OF THE CANAL,
 AV0119'6.4 FEET NORTH OF A WOVEN WIRE FENCE, SET IN THE TOP OF A
 AV0119'5-INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING 12 INCHES.
 AV0119'
 AV0119'R.M. 1 IS ABOUT 530 FEET NORTH-NORTHWEST OF THE WEST END OF A
 AV0119'CATTLE BRIDGE OVER THE FRESHWATER CANAL, 268 FEET WEST OF THE
 AV0119'WEST BANK OF THE CANAL, 376 FEET NORTH OF HEBERT 1933, A 1-INCH
 AV0119'PIPE FILLED WITH CONCRETE AND SET IN THE TOP OF AN 8-INCH
 AV0119'CONCRETE POST PROJECTING 4 INCHES.
 AV0119'
 AV0119'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0119'
 AV0119'R.M. 3, STAMPED HEBERT NO 3 1933, IS 300 FEET WEST-NORTHWEST
 AV0119'OF THE WEST END OF A CATTLE BRIDGE OVER THE FRESHWATER CANAL,
 AV0119'42-1/2 FEET SOUTH OF A WOVEN WIRE FENCE, AND SET IN THE TOP
 AV0119'OF A CONCRETE FILLED 8-INCH GLAZED TILE PROJECTING 8 INCHES.
 AV0119
 AV0119                          STATION RECOVERY (1965)
 AV0119
 AV0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0119'6.7 MI SW FROM CHENIERE AU TIGRE.
 AV0119'ABOUT 6.7 MILES SOUTHWEST ALONG A TRAIL WHICH FOLLOWS A RIDGE AND A
 AV0119'ROW OF TREES FROM THE CEMETERY AT CHENIERE AU TIGRE TO THE JUNCTION OF
 AV0119'OLD FRESHWATER CANAL, IN SECTION 24, T 17 S, R 1 E, ABOUT 0.3 MILE
 AV0119'NORTH OF THE GULF OF MEXICO, ABOUT MIDWAY BETWEEN 2 STEEL WINDMILLS,
 AV0119'225 FEET NORTHWEST OF THE WEST END OF A CATTLE BRIDGE OVER OLD
 AV0119'FRESHWATER CANAL, 200 FEET WEST OF THE WEST BANK OF THE CANAL, 6.4
 AV0119'FEET NORTH OF A WOVEN WIRE FENCE, SET IN THE TOP OF A 5-INCH IRONPIPE
 AV0119'FILLED WITH CONCRETE AND PROJECTING 12 INCHES.
 AV0119
 AV0119                          STATION RECOVERY (1966)
 AV0119
 AV0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 AV0119'THE STATION MARK, STAMPED HEBERT 1933, WAS RECOVERED AS
 AV0119'DESCRIBED IN 1965.
 AV0119'
 AV0119'R.M. 1, AN IRON PIPE FILLED WITH CONCRETE, WAS RECOVERED AS
 AV0119'DESCRIBED IN 1965.
 AV0119'
 AV0119'R.M. 2, WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0119'
 AV0119'R.M. 3, STAMPED HEBERT NO 3 1933, WAS RECOVERED AS DESCRIBED
 AV0119'IN 1965.
 AV0119
 AV0119                          STATION RECOVERY (1966)
 AV0119
 AV0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0119'RECOVERED IN GOOD CONDITION.
 AV0119
 AV0119                          STATION RECOVERY (1974)
 AV0119
 AV0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 AV0119'STATION MK. AND REF. MK. 3 WERE FOUND IN GOOD CONDITION.  A
 AV0119'LARGE CANAL HAS BEEN DUG NEAR OR THRU THE POSITION OF THE AZ. MK.
 AV0119'WHICH WAS NOT FOUND.  A DIKE AND BORROW DITCH ARE THRU OR NEAR
 AV0119'THE POSITION OF REF. MK. 1.  IT WAS NOT FOUND.
 AV0119
 AV0119                          STATION RECOVERY (1979)
 AV0119
 AV0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0119'THE STATION AND REFERENCE MARK 3 WAS RECOVERED IN GOOD CONDITION.
 AV0119'THE MEASUREMENT COMPARED WITH 1955 DATA. REFERENCE MARKS 1 AND 2
 AV0119'WERE NOT RECOVERED, BUT DUE TO THE USE OF A HELICOPTER THERE WAS
 AV0119'ONLY A SHORT TIME TO LOOK FOR THEM.  A NEW REFERENCE MARK 4 WAS
 AV0119'ESTABLISHED.
 AV0119'
 AV0119'THE STATION IS LOCATED ABOUT 1/4 MILE NORTH OF THE GULF OF MEXICO,
 AV0119'BETWEEN TWO WINDMILL TOWERS BETWEEN SAND RIDGE AND
 AV0119'BILL RIDGE, AND IN SECTION 24, T17S, R1E.
 AV0119'
 AV0119'THE DISTANCE TO REFERENCE MARK 3 IS 28.992 METERS OR 95.12 FEET,
 AV0119'TO REFERENCE MARK 4 IS 23.522 METERS OR 77.17 FEET, AND BETWEEN
 AV0119'REFERENCE MARKS 3 AND 4 IS 106.98 FEET.  THE ANGLE BETWEEN THE
 AV0119'REFERENCE MARKS IS 75 DEGREES 58 MINUTES AND 39.92 SECONDS.
 AV0119'
 AV0119'THE STATION WAS REACHED BY HELICOPTER FROM THE LAKE CHARLES
 AV0119'AIRPORT.
 AV0119'
 AV0119'THE STATION IS A STANDARD CGS DISK
 AV0119'STAMPED---HEBERT 1933---,
 AV0119'SET IN CONCRETE AT THE CENTER OF A CAST IRON PIPE
 AV0119'PROJECTING 24 CM ABOVE THE GROUND.
 AV0119'IT IS LOCATED
 AV0119'2.0 FEET SOUTH FROM AN UPRIGHT 2 BY 4 TWELVE INCHES TALL,
 AV0119'1.5 FEET NORTH FROM AN OLD WOVEN WIRE FENCE,
 AV0119'AND 1.0 FEET NORTHWEST FROM A METAL WITNESS POST WITH SIGN.
 AV0119'
 AV0119'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 AV0119'STAMPED---HEBERT NO 3 1933---,
 AV0119'SET IN CONCRETE AT THE TOP OF A CLAY TILE PIPE EMBEDDED IN THE
 AV0119'GROUND AND PROJECTING 19 CM ABOVE THE GROUND.
 AV0119'IT IS LOCATED
 AV0119'43.0 FEET SOUTH FROM AN OLD WOVEN WIRE FENCE.
 AV0119'MARK IS LEVEL WITH STATION.
 AV0119'
 AV0119'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 AV0119'STAMPED---HEBERT 1933 NO 4 1979---,
 AV0119'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN INTO THE GROUND
 AV0119'14 FEET AND PROJECTING 46 CM ABOVE THE GROUND.
 AV0119'IT IS LOCATED
 AV0119'77.0 FEET SOUTH FROM AN OLD WOVEN WIRE FENCE.
 AV0119'MARK IS LEVEL WITH STATION.
 AV0119'
 AV0119'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION.
 AV0119'A TRIPOD SETUP WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0835 ***********************************************************************
 AV0835  DESIGNATION -  HEBERT
 AV0835  PID         -  AV0835
 AV0835  STATE/COUNTY-  LA/CAMERON
 AV0835  USGS QUAD   -  BROWNS LAKE (1982)
 AV0835
 AV0835                         *CURRENT SURVEY CONTROL
 AV0835  ___________________________________________________________________
 AV0835* NAD 83(1992)-  29 58 29.73255(N)    093 24 02.12525(W)     ADJUSTED  
 AV0835* NAVD 88     -         4.3  **(meters)      14.   **(feet)  VERTCON   
 AV0835  **This station is located in a subsidence area (see below).
 AV0835  ___________________________________________________________________
 AV0835  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0835  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AV0835
 AV0835  HORZ ORDER  -  SECOND
 AV0835
 AV0835.The horizontal coordinates were established by classical geodetic methods
 AV0835.and adjusted by the National Geodetic Survey in January 1993..
 AV0835
 AV0835 ** The orthometric height has not been validated since last determined
 AV0835 ** by differential leveling and should not be used for control purposes.
 AV0835 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0835 ** area with valid NAVD 88 orthometric heights.
 AV0835 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0835 ** epoch indicated which incorporates improved geoid heights for the
 AV0835 ** Southern Louisiana Subsidence area.
 AV0835 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0835
 AV0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0835
 AV0835.The geoid height was determined by GEOID03.
 AV0835
 AV0835;                    North         East     Units Scale Factor Converg.
 AV0835;SPC LA S     -   165,286.562   800,513.552   MT  0.99992585   -1 02 01.2
 AV0835;SPC LA S     -   542,277.66  2,626,351.55   sFT  0.99992585   -1 02 01.2
 AV0835;UTM  15      - 3,316,074.422   461,354.120   MT  0.99961843   -0 12 00.5
 AV0835
 AV0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0835!SPC LA S     -   1.00000359  x   0.99992585  =   0.99992944
 AV0835!UTM  15      -   1.00000359  x   0.99961843  =   0.99962201
 AV0835
 AV0835:                Primary Azimuth Mark                     Grid Az
 AV0835:SPC LA S     -  CALCASIEU                                038 55 44.2
 AV0835:UTM  15      -  CALCASIEU                                038 05 43.5
 AV0835
 AV0835|---------------------------------------------------------------------|
 AV0835| PID    Reference Object                     Distance      Geod. Az  |
 AV0835|                                                           dddmmss.s |
 AV0835| BK3159 CALCASIEU                           APPROX. 9.8 KM 0375343.0 |
 AV0835| AV0120 HEBERT RM 1                          28.160 METERS 05926     |
 AV0835| AV0121 HEBERT RM 2                          28.180 METERS 15900     |
 AV0835|---------------------------------------------------------------------|
 AV0835
 AV0835                          SUPERSEDED SURVEY CONTROL
 AV0835
 AV0835  NAD 83(1986)-  29 58 29.75843(N)    093 24 02.11226(W) AD(       ) 2
 AV0835  NAD 27      -  29 58 28.98800(N)    093 24 01.55000(W) AD(       ) 2
 AV0835  NGVD 29 (05/20/88)    4.3    (m)           14.     (f) VERT ANG       
 AV0835
 AV0835.Superseded values are not recommended for survey control.
 AV0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0835.See file dsdata.txt to determine how the superseded data were derived.
 AV0835
 AV0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6135416074(NAD 83)
 AV0835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AV0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0835_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AV0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0835+STABILITY: SURFACE MOTION
 AV0835
 AV0835  HISTORY     - Date     Condition        Report By
 AV0835  HISTORY     - 1933     MONUMENTED       CGS
 AV0835  HISTORY     - 1987     GOOD             LADTD
 AV0835
 AV0835                          STATION DESCRIPTION
 AV0835
 AV0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JCB)
 AV0835'ON TOP OF A ROUNDED HILL ON HACKBERRY RIDGE, IN SEC. 33, T
 AV0835'12 S, R 10 W, ON PROPERTY OF JOHN HEBERT.  STATION IS 24 FEET
 AV0835'E OF FENCE LINE, WHICH IS PROBABLY THE BOUNDARY BETWEEN
 AV0835'SECTIONS 33 AND 32 AND APPROXIMATELY 383 FEET S OF A CATTLE
 AV0835'GUARD WHICH IS IN LINE WITH THE FENCE AND ON A PRIVATE DIRT ROAD.
 AV0835'
 AV0835'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AV0835'THE TOPS OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0835'
 AV0835'TO REACH FROM HACKBERRY, PROCEED ALONG ROUTE 104 W AND S TO
 AV0835'THE HACKBERRY CATHOLIC CHURCH.  TURN W (RIGHT) AND FOLLOW
 AV0835'THE MAIN SHELL ROAD FOR 2.7 MILES.  TURN E ON THE FIRST PRIVATE
 AV0835'ROAD, WHICH TURNS OFF THE SHELL ROAD JUST S OF A SMALL SLOUGH.
 AV0835'FOLLOW THIS PRIVATE ROAD EASTWARD ALONG THE S BANK OF THE
 AV0835'SLOUGH TO A CATTLE GUARD MARKING A FENCE LINE OF HEBERT
 AV0835'PROPERTY.  CROSS THE FENCE LINE, TURN S, AND FOLLOW THE FENCE
 AV0835'LINE APPROXIMATELY 383 FEET.
 AV0835'
 AV0835'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 AV0835
 AV0835                          STATION RECOVERY (1987)
 AV0835
 AV0835'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AV0835'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AV0835'IN 1978 THIS STATION MARK WAS RECOVERED TILTED AND THE DISK
 AV0835'MISSING.  AN UNDERGROUND DISK WAS NOT FOUND.  IN 1978 A NEW STATION
 AV0835'MARK AND UNDERGROUND MARK WERE SET USING THE DISTANCES AND
 AV0835'DIRECTIONS FROM THE REFERENCE MARKS.  HOWEVER IT IS BELIEVED THAT
 AV0835'ONE OF THE REFERENCE MARKS HAD BEEN DISTURBED AND THE STATION IS
 AV0835'NOT IN THE ORIGINAL POSITION.  THIS DATE, 1987, A NEW AZIMUTH MARK
 AV0835'WAS SET AND WILL BE POSITIONED USING THE GLOBAL POSITIONING SYSTEM,
 AV0835'AND A TRAVERSE CONNECTION WILL BE MADE TO THE STATION MARK TO CHECK
 AV0835'THE PREVIOUS POSITION OF THE MARK OR TO DETERMINE A NEW POSETION
 AV0835'FOR THE MARK.  THE STATION MARK CANNOT BE OCCUPIED BY THE GPS
 AV0835'INSTRUMENT DUE TO BLOCKAGE.  FOLLOWING IS A COMPLETE NEW
 AV0835'DESCRIPTION.
 AV0835'
 AV0835'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) WEST OF HACKBERRY, ON A
 AV0835'ROUNDED HILL ON HACKBERRY RIDGE JUST SOUTH OF THE JOHN HEBERT FARM
 AV0835'HOME IN A PASTURE.
 AV0835'OWNERSHIP--JOHN HEBERT.
 AV0835'
 AV0835'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 390
 AV0835'IN HACKBERRY, GO WEST FOR 4.3 KM (2.6 MI) ON HIGHWAY 390 TO A FORK
 AV0835'IN THE ROAD.
 AV0835'TURN LEFT AND GO EAST FOR 0.6 KM (0.4 MI) ON A SURFACED ROAD TO A
 AV0835'LARGE CATTLEGUARD.
 AV0835'TURN RIGHT AND GO SOUTH TO A BARN AND GATE, PASS THROUGH THE GATE
 AV0835'AND TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF A FENCE FOR
 AV0835'61 METERS (200 FT) TO THE STATION AS DESCRIBED.
 AV0835'
 AV0835'THE STATION IS A STANDARD NGS DISK
 AV0835'STAMPED---HEBERT 1933 1978---,
 AV0835'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0835'46 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0835'7.3 METERS (24 FT) EAST FROM A FENCE CORNER POST,
 AV0835'1.8 METERS (6 FT) SOUTH FROM AN EAST-WEST FENCELINE AND
 AV0835'1.5 METERS (5 FT) SOUTH FROM A METAL WITNESS POST.
 AV0835'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AV0835'STAMPED---HEBERT 1933 1978---,
 AV0835'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 AV0835'
 AV0835'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AV0835'STAMPED---HEBERT NO 1 1933---,
 AV0835'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AV0835'30 CM ON SIDE PROJECTING 7.6 CM ABOVE GROUND.  LOCATED
 AV0835'12.8 METERS (42 FT) NORTH-NORTHEAST FROM A CORNER FENCE POST,
 AV0835'3.5 METERS (11.5 FT) NORTHEAST FROM THE NORTH END GATE POST AND
 AV0835'2.7 METERS (9 FT) EAST FROM A NORTH-SOUTH FENCE.
 AV0835'MARK IS LEVEL WITH THE STATION.
 AV0835'
 AV0835'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AV0835'STAMPED---HEBERT NO 2 1933---,
 AV0835'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AV0835'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 AV0835'29.6 METERS (97 FT) SOUTH FROM THE EAST-WEST FENCELINE,
 AV0835'29.6 METERS (97 FT) SOUTHEAST FROM THE METAL WITNESS POST AND
 AV0835'18.6 METERS (61 FT) EAST FROM A NORTH-SOUTH FENCELINE.
 AV0835'MARK IS LEVEL WITH THE STATION.
 AV0835'
 AV0835'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 AV0835'STAMPED---HEBERT 1933 NO 2 1987---,
 AV0835'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0835'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0835'21.9 METERS (72 FT) WEST FROM THE CENTER OF HIGHWAY 390,
 AV0835'20.4 METERS (67 FT) SOUTHWEST FROM A POWER POLE,
 AV0835'20.1 METERS (66 FT) SOUTH FROM A COMBINATION FENCE AND
 AV0835'9 METERS (29.5 FT) NORTH FROM THE CENTER OF PARISH ROAD 685.
 AV0835'TO REACH THE AZIMUTH FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 390
 AV0835'IN SOUTH HACKBERRY,
 AV0835'GO WEST FOR 4.7 KM (2.9 MI) ON HIGHWAY 390 TO THE MARK ON THE RIGHT
 AV0835'AT THE JUNCTION OF STATE HIGHWAY 390 AND PARISH ROAD 685.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2873 ***********************************************************************
 BK2873  DESIGNATION -  HEBERT
 BK2873  PID         -  BK2873
 BK2873  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2873  USGS QUAD   -  HATHAWAY (1994)
 BK2873
 BK2873                         *CURRENT SURVEY CONTROL
 BK2873  ___________________________________________________________________
 BK2873* NAD 83(1992)-  30 21 02.62729(N)    092 41 17.06862(W)     ADJUSTED  
 BK2873* NAVD 88     -        10.42   (+/-2cm)      34.2  **(feet)  VERTCON   
 BK2873  **This station is located in a subsidence area (see below).
 BK2873  ___________________________________________________________________
 BK2873  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BK2873  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2873
 BK2873  HORZ ORDER  -  FIRST
 BK2873  VERT ORDER  -  THIRD ? (See Below)
 BK2873
 BK2873.The horizontal coordinates were established by classical geodetic methods
 BK2873.and adjusted by the National Geodetic Survey in January 1993..
 BK2873
 BK2873 ** The orthometric height has not been validated since last determined
 BK2873 ** by differential leveling and should not be used for control purposes.
 BK2873 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2873 ** area with valid NAVD 88 orthometric heights.
 BK2873 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2873 ** epoch indicated which incorporates improved geoid heights for the
 BK2873 ** Southern Louisiana Subsidence area.
 BK2873 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2873.The vertical order pertains to the NGVD 29 superseded value.
 BK2873
 BK2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2873
 BK2873.The geoid height was determined by GEOID03.
 BK2873
 BK2873;                    North         East     Units Scale Factor Converg.
 BK2873;SPC LA S     -   205,913.969   869,758.430   MT  0.99994432   -0 40 38.6
 BK2873;SPC LA S     -   675,569.41  2,853,532.45   sFT  0.99994432   -0 40 38.6
 BK2873;UTM  15      - 3,357,691.328   529,978.202   MT  0.99961109   +0 09 27.4
 BK2873
 BK2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2873!SPC LA S     -   1.00000267  x   0.99994432  =   0.99994699
 BK2873!UTM  15      -   1.00000267  x   0.99961109  =   0.99961375
 BK2873
 BK2873:                Primary Azimuth Mark                     Grid Az
 BK2873:SPC LA S     -  HEBERT RM 2                              003 19 01.8
 BK2873:UTM  15      -  HEBERT RM 2                              002 28 55.8
 BK2873
 BK2873|---------------------------------------------------------------------|
 BK2873| PID    Reference Object                     Distance      Geod. Az  |
 BK2873|                                                           dddmmss.s |
 BK2873| CW1468 HEBERT RM 2                                        0023823.2 |
 BK2873| BK1018 27 V 166 LADTD                       28.733 METERS 14054     |
 BK2873| CW1467 HEBERT RM 1                          38.204 METERS 21745     |
 BK2873| BK2364 LYDIA                               APPROX. 8.1 KM 2184010.0 |
 BK2873| BK2934 WELSH EVANGELINE MICROWAVE          APPROX.18.0 KM 2252638.1 |
 BK2873|---------------------------------------------------------------------|
 BK2873
 BK2873                          SUPERSEDED SURVEY CONTROL
 BK2873
 BK2873  NAD 83(1986)-  30 21 02.64736(N)    092 41 17.06257(W) AD(       ) 1
 BK2873  NAD 27      -  30 21 01.91569(N)    092 41 16.55391(W) AD(       ) 1
 BK2873  NGVD 29 (07/19/86)   10.38   (m)           34.1    (f) LEVELING    3  
 BK2873
 BK2873.Superseded values are not recommended for survey control.
 BK2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2873.See file dsdata.txt to determine how the superseded data were derived.
 BK2873
 BK2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2997857691(NAD 83)
 BK2873_MARKER: DS = TRIANGULATION STATION DISK
 BK2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2873_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2873
 BK2873  HISTORY     - Date     Condition        Report By
 BK2873  HISTORY     - 1974     MONUMENTED       NGS
 BK2873  HISTORY     - 20021211 GOOD             USPSQD
 BK2873  HISTORY     - 20040105 GOOD             USPSQD
 BK2873
 BK2873                          STATION DESCRIPTION
 BK2873
 BK2873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2873'THE STATION IS LOCATED 13 MILES EAST OF FENTON, 10 MILES NORTH OF
 BK2873'JENNINGS, 9 MILES SOUT OF ELTON AND ON PROPERTY OWNED BY MR. WILLIE
 BK2873'HEBERT WHO LIVES ABOUT 350 FEET SOUTH OF THE STATION.
 BK2873'
 BK2873'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2873'STATE HIGHWAY 26 ABOUT 1 MILE NORTH OF JENNINGS, GO NORTH ON HIGHWAY
 BK2873'26 FOR 7.35 MILE TO THE JUNCTION OF STATE HIGHWAY 102.  TURN LEFT
 BK2873'AND GO WEST ON HIGHWAY 102 FOR 1.0 MILE TO A CROSSROAD AND MR.
 BK2873'HEBERTS HOUSE IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN
 BK2873'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR ABOUT 100 FEET TO MR.
 BK2873'HEBERTS DRIVEWAY ON THE LEFT.
 BK2873'(TO REACH REFERENCE MARK 2 (AZ MK) FROM HERE
 BK2873'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON
 BK2873'THE LEFT AS DESCRIBED.) TURN LEFT AND RIGHT AND GO NORTH, PASSING
 BK2873'THROUGH A WOODEN GATE FOR ABOUT 100 FEET TO THE STATION AS
 BK2873'DESCRIBED.
 BK2873'
 BK2873'STATION MARKS, STAMPED HERBERT 1974 ARE STANDARD DISKS.  THE SURFACE
 BK2873'DISK IS SET IN A ROUND CONCRETE MONUMENT 2 INCHES BELOW THE GROUND
 BK2873'SURFACE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BK2873'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.  IT IS 98.5 FEET
 BK2873'NORTH OF THE CENTER OF THE WOODEN GATE, 83 FEET WEST OF THE CENTER
 BK2873'OF THE GRAVELED ROAD, 75 FEET SOUTH OF A FENCE AND 69.5 FEET
 BK2873'NORTHWEST OF A 36-INCH OAK TREE.
 BK2873'
 BK2873'REFERENCE MARK 1, STAMPED HERBERT NO 1 1974 IS A STANDARD DISK SET IN
 BK2873'A ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.
 BK2873'IT IS 93 FEET WEST OF THE CENTER OF THE WOODEN GATE, 17 FEET WEST OF
 BK2873'A TWIN TRUNK TREE, 6.6 FEET NORTH OF THE NORTHWEST CORNER OF A
 BK2873'METAL SHED, 2.5 FEET NORTHEAST OF A METAL WITNESS POST AND 2 FEET
 BK2873'NORTHWEST OF A FENCE CORNER.
 BK2873'
 BK2873'BENCH MARK, STAMPED 27V166 1970 IS A USC AND GS-LOUISIANA DEPARTMENT
 BK2873'OF HIGHWAYS BENCH MARK DISK SET IN AN 8 INCH ROUND CONCRETE MONUMENT
 BK2873'THAT PROJECTS 2 INCHES.  IT IS 49.5 FEET NORTHEAST OF THE CENTER OF
 BK2873'THE WOODEN GATE, 25 FEET NORHT OF A FENCE CORNER, 22.5 FEET WEST
 BK2873'OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT NORTHWEST OF A METAL
 BK2873'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 BK2873'
 BK2873'REFERENCE MARK 2 (AZ MK), STAMPED HEBERT NO 2 1974 IS A STANDARD DISK
 BK2873'SET IN A ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND
 BK2873'SURFACE.  IT IS 27.5 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 BK2873'11.5 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 1.5 FEET
 BK2873'EAST OF A FENCE CORNER AND 1 FOOT EAST OF A METAL WITNESS POST.
 BK2873'
 BK2873'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BK2873'
 BK2873'NEAREST TOWN--ELTON.
 BK2873
 BK2873                          STATION RECOVERY (2002)
 BK2873
 BK2873'RECOVERY NOTE BY US POWER SQUADRON 2002 (MH)
 BK2873'RECOVERED IN GOOD CONDITION.
 BK2873
 BK2873                          STATION RECOVERY (2004)
 BK2873
 BK2873'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0582 ***********************************************************************
 AV0582  DESIGNATION -  HEBERT AZ MK 2
 AV0582  PID         -  AV0582
 AV0582  STATE/COUNTY-  LA/CAMERON
 AV0582  USGS QUAD   -  BROWNS LAKE (1982)
 AV0582
 AV0582                         *CURRENT SURVEY CONTROL
 AV0582  ___________________________________________________________________
 AV0582* NAD 83(1992)-  29 58 42.17515(N)    093 24 18.28577(W)     ADJUSTED  
 AV0582* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0582  **This station is located in a subsidence area (see below).
 AV0582  ___________________________________________________________________
 AV0582  X           -    -328,419.929 (meters)                     COMP
 AV0582  Y           -  -5,519,670.810 (meters)                     COMP
 AV0582  Z           -   3,168,285.589 (meters)                     COMP
 AV0582  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AV0582  ELLIP HEIGHT-         -25.16  (meters)          (06/26/02) GPS OBS
 AV0582  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AV0582  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 AV0582  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 AV0582
 AV0582  HORZ ORDER  -  FIRST
 AV0582  VERT ORDER  -  THIRD (See Below)
 AV0582  ELLP ORDER  -  FOURTH    CLASS II
 AV0582
 AV0582.The horizontal coordinates were established by GPS observations
 AV0582.and adjusted by the National Geodetic Survey in January 1993..
 AV0582
 AV0582 ** The orthometric height has not been validated since last determined
 AV0582 ** by differential leveling and should not be used for control purposes.
 AV0582 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0582 ** area with valid NAVD 88 orthometric heights.
 AV0582 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0582 ** epoch indicated which incorporates improved geoid heights for the
 AV0582 ** Southern Louisiana Subsidence area.
 AV0582 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0582.The orthometric height was scaled from a topographic map.
 AV0582.The vertical order pertains to the NGVD 29 superseded value.
 AV0582
 AV0582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0582
 AV0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0582
 AV0582.The ellipsoidal height was determined by GPS observations
 AV0582.and is referenced to NAD 83.
 AV0582
 AV0582.The geoid height was determined by GEOID03.
 AV0582
 AV0582.The dynamic height is computed by dividing the NAVD 88
 AV0582.geopotential number by the normal gravity value computed on the
 AV0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0582.degrees latitude (g = 980.6199 gals.).
 AV0582
 AV0582.The modeled gravity was interpolated from observed gravity values.
 AV0582
 AV0582;                    North         East     Units Scale Factor Converg.
 AV0582;SPC LA S     -   165,677.430   800,087.342   MT  0.99992582   -1 02 09.2
 AV0582;SPC LA S     -   543,560.03  2,624,953.22   sFT  0.99992582   -1 02 09.2
 AV0582;UTM  15      - 3,316,458.930   460,922.402   MT  0.99961884   -0 12 08.7
 AV0582
 AV0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0582!SPC LA S     -   1.00000395  x   0.99992582  =   0.99992977
 AV0582!UTM  15      -   1.00000395  x   0.99961884  =   0.99962279
 AV0582
 AV0582                          SUPERSEDED SURVEY CONTROL
 AV0582
 AV0582  ELLIP H (01/21/93)  -25.11   (m)                       GP(       ) 4 2
 AV0582  NAD 83(1986)-  29 58 42.20071(N)    093 24 18.27264(W) AD(       ) 1
 AV0582  NGVD 29 (05/20/88)    2.00   (m)            6.6    (f) LEVELING    3  
 AV0582
 AV0582.Superseded values are not recommended for survey control.
 AV0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0582.See file dsdata.txt to determine how the superseded data were derived.
 AV0582
 AV0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6092216459(NAD 83)
 AV0582_MARKER: DZ = AZIMUTH MARK DISK
 AV0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0582_SP_SET: CONCRETE POST
 AV0582_STAMPING: HEBERT 1933 NO 2 1987
 AV0582_MARK LOGO: NGS   
 AV0582_PROJECTION: FLUSH
 AV0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0582+STABILITY: SURFACE MOTION
 AV0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0582+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AV0582
 AV0582  HISTORY     - Date     Condition        Report By
 AV0582  HISTORY     - 1987     MONUMENTED       LADTD
 AV0582  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 AV0582
 AV0582                          STATION DESCRIPTION
 AV0582
 AV0582'DESCRIBED BY LA TRANSP AND DEV 1987
 AV0582'4.7 KM (2.9 MI) WEST FROM HACKBERRY.
 AV0582'4.7 KM (2.9 MI) WEST ALONG STATE HIGHWAY 390 FROM THE JUNCTION OF
 AV0582'STATE HIGHWAYS 27 AND 390 IN HACKBERRY TO THE MARK ON THE RIGHT AT
 AV0582'THE JUNCTION OF HIGHWAY 390 AND PARISH ROAD NUMBER 685, 21.9 METERS
 AV0582'(72 FT) WEST OF THE CENTER OF HIGHWAY 390, 20.4 METERS (67 FT)
 AV0582'SOUTHWEST OF A POWER POLE, 20.1 METERS (66 FT) SOUTH OF A COMBINATION
 AV0582'FENCE AND 8.9 METERS (29.5 FT) NORTH FROM THE CENTER OF THE PARISH
 AV0582'ROAD.
 AV0582'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 AV0582'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AV0582
 AV0582                          STATION RECOVERY (2005)
 AV0582
 AV0582'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2798 ***********************************************************************
 CQ2798  DESIGNATION -  HEBRON
 CQ2798  PID         -  CQ2798
 CQ2798  STATE/COUNTY-  LA/WINN
 CQ2798  USGS QUAD   -  COTTON PLANT (1989)
 CQ2798
 CQ2798                         *CURRENT SURVEY CONTROL
 CQ2798  ___________________________________________________________________
 CQ2798* NAD 83(1992)-  32 05 38.14275(N)    092 21 38.06050(W)     ADJUSTED  
 CQ2798* NAVD 88     -        74.5    (meters)     244.     (feet)  VERTCON   
 CQ2798  ___________________________________________________________________
 CQ2798  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CQ2798  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CQ2798
 CQ2798  HORZ ORDER  -  FIRST
 CQ2798
 CQ2798.The horizontal coordinates were established by classical geodetic methods
 CQ2798.and adjusted by the National Geodetic Survey in January 1993..
 CQ2798
 CQ2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2798
 CQ2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2798
 CQ2798.The geoid height was determined by GEOID03.
 CQ2798
 CQ2798;                    North         East     Units Scale Factor Converg.
 CQ2798;SPC LA N     -   176,735.544 1,013,160.443   MT  0.99991945   +0 04 25.4
 CQ2798;SPC LA N     -   579,839.86  3,324,010.55   sFT  0.99991945   +0 04 25.4
 CQ2798;UTM  15      - 3,551,025.926   560,336.255   MT  0.99964489   +0 20 23.1
 CQ2798
 CQ2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2798!SPC LA N     -   0.99999231  x   0.99991945  =   0.99991176
 CQ2798!UTM  15      -   0.99999231  x   0.99964489  =   0.99963720
 CQ2798
 CQ2798|---------------------------------------------------------------------|
 CQ2798| PID    Reference Object                     Distance      Geod. Az  |
 CQ2798|                                                           dddmmss.s |
 CQ2798| CY3765 HEBRON RM 2                          35.908 METERS 04949     |
 CQ2798| CY3764 HEBRON RM 1                          30.517 METERS 11809     |
 CQ2798| CQ2801 SIKES LOOKOUT TOWER                 APPROX. 7.5 KM 2542308.1 |
 CQ2798| CQ2803 LYONS RESET                         APPROX.11.5 KM 3093926.2 |
 CQ2798|---------------------------------------------------------------------|
 CQ2798
 CQ2798                          SUPERSEDED SURVEY CONTROL
 CQ2798
 CQ2798  NAD 83(1986)-  32 05 38.15691(N)    092 21 38.05197(W) AD(       ) 1
 CQ2798  NAD 27      -  32 05 37.58583(N)    092 21 37.53925(W) AD(       ) 1
 CQ2798  NGVD 29 (07/19/86)   74.5    (m)          244.     (f) VERT ANG       
 CQ2798
 CQ2798.Superseded values are not recommended for survey control.
 CQ2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2798.See file dsdata.txt to determine how the superseded data were derived.
 CQ2798
 CQ2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6033651026(NAD 83)
 CQ2798_MARKER: DS = TRIANGULATION STATION DISK
 CQ2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2798
 CQ2798  HISTORY     - Date     Condition        Report By
 CQ2798  HISTORY     - 1971     MONUMENTED       NGS
 CQ2798
 CQ2798                          STATION DESCRIPTION
 CQ2798
 CQ2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2798'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 CQ2798'
 CQ2798'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTHWEST OF GRAYSON,
 CQ2798'7-1/4 MILES EAST-NORTHEAST OF SIKES IN SECTION 22, T 13 N, R 1 E
 CQ2798'AND ON THE PROPERTY OF OLIN MATHISON PAPER COMPANY, POST OFFICE
 CQ2798'BOX 488, WEST MONROE, LOUISIANA, 71291.
 CQ2798'
 CQ2798'TO REACH THE STATION FROM THE POST OFFICE IN SIKES, GO EAST ON
 CQ2798'STATE HIGHWAY 126 FOR 1.45 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ2798'127 ON THE RIGHT.  CONTINUE NORTH-NORTHEAST AND EAST ON STATE
 CQ2798'HIGHWAY 126 FOR 6.9 MILES TO A GRAVELED CROSS ROAD AND HEBRON
 CQ2798'BAPTIST CHURCH IN THE SOUTHEAST ANGLE OF THE CROSS ROADS.  TURN
 CQ2798'RIGHT AND GO SOUTHWEST ON GRAVELED ROAD FOR 0.1 MILE TO A
 CQ2798'FORK.  CONTINUE SOUTHWEST ON GRAVELED ROAD FOR 0.1 MILE TO A
 CQ2798'FORK AND THE STATION ON THE RIGHT IN A WOODED AREA.
 CQ2798'
 CQ2798'THE STATION MARKS ARE STANDARD DISKS STAMPED HEBRON 1971.  THE
 CQ2798'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 CQ2798'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET
 CQ2798'SOUTH-SOUTHEAST OF A 10-INCH OAK TREE, 27 FEET NORTHWEST OF AN
 CQ2798'8-INCH OAK TREE, 23 FEET SOUTHWEST OF AN 8-INCH OAK TREE (THE
 CQ2798'THREE OAK TREES HAVE TRIANGLE BLAZE ON THE NORTH SIDE) AND 5.9
 CQ2798'FEET NORTH OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND
 CQ2798'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 CQ2798'INCHES BELOW THE GROUND SURFACE.
 CQ2798'
 CQ2798'REFERENCE MARK 1, A STANDARD DISK STAMPED HEBRON NO 1 1971, IS
 CQ2798'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2798'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 100 FEET
 CQ2798'WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A Y FORK IN
 CQ2798'GRAVELED ROADS, 50 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 CQ2798'ROAD, 21.5 FEET EAST OF A 10-INCH OAK TREE AND 1.7 FEET SOUTHWEST
 CQ2798'OF A METAL WITNESS POST WITH SIGN.
 CQ2798'
 CQ2798'REFERENCE MARK 2, A STANDARD DISK STAMPED HEBRON NO 2 1971, IS
 CQ2798'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 CQ2798'INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET NORTH-NORTHEAST
 CQ2798'OF A 6-INCH PINE TREE, 29 FEET SOUTHWEST OF A 6-INCH PINE TREE AND
 CQ2798'1.9 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 CQ2798'
 CQ2798'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3079 ***********************************************************************
 BK3079  DESIGNATION -  HECKER
 BK3079  PID         -  BK3079
 BK3079  STATE/COUNTY-  LA/CALCASIEU
 BK3079  USGS QUAD   -  HECKER (1994)
 BK3079
 BK3079                         *CURRENT SURVEY CONTROL
 BK3079  ___________________________________________________________________
 BK3079* NAD 83(1992)-  30 21 15.40689(N)    093 05 26.05777(W)     ADJUSTED  
 BK3079* NAVD 88     -         7.0  **(meters)      23.   **(feet)  VERTCON   
 BK3079  **This station is located in a subsidence area (see below).
 BK3079  ___________________________________________________________________
 BK3079  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BK3079  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3079
 BK3079  HORZ ORDER  -  SECOND
 BK3079
 BK3079.The horizontal coordinates were established by classical geodetic methods
 BK3079.and adjusted by the National Geodetic Survey in January 1993..
 BK3079
 BK3079 ** The orthometric height has not been validated since last determined
 BK3079 ** by differential leveling and should not be used for control purposes.
 BK3079 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3079 ** area with valid NAVD 88 orthometric heights.
 BK3079 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3079 ** epoch indicated which incorporates improved geoid heights for the
 BK3079 ** Southern Louisiana Subsidence area.
 BK3079 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3079
 BK3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3079
 BK3079.The geoid height was determined by GEOID03.
 BK3079
 BK3079;                    North         East     Units Scale Factor Converg.
 BK3079;SPC LA S     -   206,832.869   831,072.058   MT  0.99994470   -0 52 43.1
 BK3079;SPC LA S     -   678,584.17  2,726,608.91   sFT  0.99994470   -0 52 43.1
 BK3079;UTM  15      - 3,358,046.949   491,295.772   MT  0.99960093   -0 02 44.8
 BK3079
 BK3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3079!SPC LA S     -   1.00000318  x   0.99994470  =   0.99994788
 BK3079!UTM  15      -   1.00000318  x   0.99960093  =   0.99960411
 BK3079
 BK3079|---------------------------------------------------------------------|
 BK3079| PID    Reference Object                     Distance      Geod. Az  |
 BK3079|                                                           dddmmss.s |
 BK3079| CV7704 HECKER RM 1                          33.725 METERS 06027     |
 BK3079| CV7703 HECKER AZ MK                                       0631357.9 |
 BK3079| CV7705 HECKER RM 2                          31.083 METERS 27621     |
 BK3079|---------------------------------------------------------------------|
 BK3079
 BK3079                          SUPERSEDED SURVEY CONTROL
 BK3079
 BK3079  NAD 83(1986)-  30 21 15.42716(N)    093 05 26.05088(W) AD(       ) 2
 BK3079  NAD 27      -  30 21 14.69309(N)    093 05 25.49993(W) AD(       ) 2
 BK3079  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG       
 BK3079
 BK3079.Superseded values are not recommended for survey control.
 BK3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3079.See file dsdata.txt to determine how the superseded data were derived.
 BK3079
 BK3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9129658047(NAD 83)
 BK3079_MARKER: DS = TRIANGULATION STATION DISK
 BK3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3079
 BK3079  HISTORY     - Date     Condition        Report By
 BK3079  HISTORY     - 1963     MONUMENTED       CGS
 BK3079  HISTORY     - 1963     GOOD             CGS
 BK3079
 BK3079                          STATION DESCRIPTION
 BK3079
 BK3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3079'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF MOSS BLUFF,
 BK3079'8 MILES NORTH-NORTHWEST OF IOWA, ON THE PROPERTY OWNED BY
 BK3079'MR. DAVID L. GARRISON.
 BK3079'
 BK3079'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 BK3079'WITH STATE HIGHWAY 383, AT THE TRAFFIC LIGHT IN THE SOUTH
 BK3079'EDGE OF IOWA, GO NORTHERLY ON STATE HIGHWAY 383 FOR 4.1
 BK3079'MILES TO A CROSSROAD AND JUNCTION WITH STATE HIGHWAY 101.
 BK3079'KEEP LEFT, STRAIGHT AHEAD NORTH ON STATE HIGHWAY 383, FOR
 BK3079'4.6 MILES TO A STEEL BRIDGE.  CONTINUE AHEAD ON THE MAIN
 BK3079'TRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD LEFT.  TURN
 BK3079'LEFT AND GO WEST FOR 0.6 MILE TO A FORK, KEEP STRAIGHT AHEAD
 BK3079'WEST, AND SOUTHWEST FOR 4.25 MILES TO A BOARD GATE ON THE
 BK3079'RIGHT, PAINTED WHITE.  TURN RIGHT, THROUGH THE GATE, AND
 BK3079'CONTINUE WESTERLY ON A DIRT ROAD FOR 0.35 MILE TO A FORK,
 BK3079'AND AZIMUTH AS DESCRIBED, BEAR LEFT THROUGH A GATE AND GO
 BK3079'SOUTH WEST FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 BK3079'
 BK3079'THE STATION IS A STANDARD DISK STAMPED HECKER 1963, SET
 BK3079'IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH
 BK3079'WITH THE GROUND SURFACE.  IT IS 5.0 FEET NORTH-NORTHEAST
 BK3079'OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 BK3079'48.2 FEET SOUTH OF A TRACK ROAD.  38.0 FEET SOUTH-SOUTHWEST
 BK3079'OF A 40 INCH PINE TREE.
 BK3079'
 BK3079'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HECKER NO 1
 BK3079'1963, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 BK3079'1-1/2 INCHES FROM THE GROUND SURFACE.  IT IS 105.0 FEET
 BK3079'WEST OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND
 BK3079'SIGN.  12.5 FEET NORTH OF A TRACK ROAD.  21.2 FEET
 BK3079'NORTH-NORTHWEST OF A POWERLINE POLE.
 BK3079'
 BK3079'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HECKER NO 2
 BK3079'1963, SET IN 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT
 BK3079'IS FLUSH WITH THE GROUND SURFACE.  IT IS 110.0 FEET SOUTHWEST
 BK3079'OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 BK3079'46.1 FEET SOUTH OF A TRACK ROAD.  53.0 FEET EAST OF A WOODEN
 BK3079'GATE.
 BK3079'
 BK3079'AZIMUTH MARK IS A STANDARD DISK STAMPED HECKER 1963, SET
 BK3079'IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 4
 BK3079'INCHES FROM THE GROUND SURFACE.  IT IS 1.7 FEET SOUTHWEST
 BK3079'OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 BK3079'14.6 FEET EAST OF THE EDGE OF THE RIVER.  65.0 FEET SOUTH
 BK3079'OF A 40 INCH CEDAR TREE.
 BK3079'
 BK3079'HEIGHT OF LIGHT ABOVE STATION MARK 38.17 METERS.
 BK3079
 BK3079                          STATION RECOVERY (1963)
 BK3079
 BK3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3079'THE STATION, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BK3079'THE STATION IS IN CALCASIEU PARISH INSTEAD OF JEFFERSON
 BK3079'DAVIS PARISH.  THE DESCRIPTION BY R.W.T. 1963, IS ADEQUATE
 BK3079'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3088 ***********************************************************************
 CQ3088  DESIGNATION -  HEFLIN
 CQ3088  PID         -  CQ3088
 CQ3088  STATE/COUNTY-  LA/BIENVILLE
 CQ3088  USGS QUAD   -  FRYEBURG (1986)
 CQ3088
 CQ3088                         *CURRENT SURVEY CONTROL
 CQ3088  ___________________________________________________________________
 CQ3088* NAD 83(1992)-  32 27 00.78027(N)    093 12 42.37744(W)     ADJUSTED  
 CQ3088* NAVD 88     -       119.7    (meters)     393.     (feet)  VERTCON   
 CQ3088  ___________________________________________________________________
 CQ3088  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CQ3088  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ3088
 CQ3088  HORZ ORDER  -  FIRST
 CQ3088
 CQ3088.The horizontal coordinates were established by classical geodetic methods
 CQ3088.and adjusted by the National Geodetic Survey in January 1993..
 CQ3088
 CQ3088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3088
 CQ3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3088
 CQ3088.The geoid height was determined by GEOID03.
 CQ3088
 CQ3088;                    North         East     Units Scale Factor Converg.
 CQ3088;SPC LA N     -   216,453.663   933,076.500   MT  0.99995780   -0 22 34.7
 CQ3088;SPC LA N     -   710,148.39  3,061,268.48   sFT  0.99995780   -0 22 34.7
 CQ3088;UTM  15      - 3,590,360.337   480,095.389   MT  0.99960489   -0 06 49.1
 CQ3088
 CQ3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3088!SPC LA N     -   0.99998526  x   0.99995780  =   0.99994306
 CQ3088!UTM  15      -   0.99998526  x   0.99960489  =   0.99959015
 CQ3088
 CQ3088:                Primary Azimuth Mark                     Grid Az
 CQ3088:SPC LA N     -  GIBSLAND MUNICIPAL TANK                  055 46 45.6
 CQ3088:UTM  15      -  GIBSLAND MUNICIPAL TANK                  055 31 00.0
 CQ3088
 CQ3088|---------------------------------------------------------------------|
 CQ3088| PID    Reference Object                     Distance      Geod. Az  |
 CQ3088|                                                           dddmmss.s |
 CQ3088| CQ2997 GIBSLAND MUNICIPAL TANK             APPROX.18.0 KM 0552410.9 |
 CQ3088| CX6441 HEFLIN RM 1                          21.028 METERS 09829     |
 CQ3088| CQ3074 SAILES LOOKOUT TOWER LADC           APPROX.11.6 KM 1305033.9 |
 CQ3088| CX6440 HEFLIN AZ MK                                       1454303.4 |
 CQ3088| CQ3123 RINGGOLD RM 3                       APPROX.16.7 KM 2023202.7 |
 CQ3088| CX6442 HEFLIN RM 2                          20.004 METERS 20404     |
 CQ3088| CQ3124 RINGGOLD LA P L MAST KKE 259        APPROX.15.1 KM 2072042.5 |
 CQ3088| CQ3122 RINGGOLD MUNICIPAL TANK             APPROX.15.1 KM 2072603.5 |
 CQ3088| CQ3118 HEFLIN PACE BROS LUMBER CO TK       APPROX. 5.0 KM 2795801.3 |
 CQ3088| CQ3119 HEFLIN MUN TANK                     APPROX. 5.4 KM 2810629.8 |
 CQ3088| CQ3244 FT WORTH ATLANTA AIRWAY BCN 22      APPROX.31.3 KM 2871048.8 |
 CQ3088| CQ3025 FT WORTH ATLANTA AIRWAY BCN 23      APPROX.12.2 KM 3200332.0 |
 CQ3088| CQ3042 SIBLEY MUN TANK                     APPROX.13.2 KM 3224829.6 |
 CQ3088|---------------------------------------------------------------------|
 CQ3088
 CQ3088                          SUPERSEDED SURVEY CONTROL
 CQ3088
 CQ3088  NAD 83(1986)-  32 27 00.79320(N)    093 12 42.36980(W) AD(       ) 1
 CQ3088  NAD 27      -  32 27 00.23500(N)    093 12 41.77100(W) AD(       ) 1
 CQ3088  NGVD 29 (07/19/86)  119.8    (m)          393.     (f) VERT ANG       
 CQ3088
 CQ3088.Superseded values are not recommended for survey control.
 CQ3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3088.See file dsdata.txt to determine how the superseded data were derived.
 CQ3088
 CQ3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8009590360(NAD 83)
 CQ3088_MARKER: DS = TRIANGULATION STATION DISK
 CQ3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3088
 CQ3088  HISTORY     - Date     Condition        Report By
 CQ3088  HISTORY     - 1941     MONUMENTED       CGS
 CQ3088  HISTORY     - 1969     GOOD             CGS
 CQ3088
 CQ3088                          STATION DESCRIPTION
 CQ3088
 CQ3088'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3088'STATION IS ABOUT 3 MILES E OF THE TOWN OF HEFLIN IN SECTION
 CQ3088'20, T 17 N, R 8 W, ABOUT 1-1/4 MILES SE OF THE NW CORNER
 CQ3088'OF BIENVILLE PARISH ON THE HIGHEST PART OF A HIGH, PROMINENT
 CQ3088'HILL ON WHICH THERE ARE SCATTERING PATCHES OF TREES, THE
 CQ3088'PROPERTY OF H.W. SMITH OF HEFLIN.  IT IS IN THE OPEN AREA
 CQ3088'ON THE HIGHEST PART OF THE HILL, 62 FEET NNE OF AN 8-INCH
 CQ3088'BLAZED PINE TREE.  IT IS STAMPED HEFLIN 1941 AND PROJECTS
 CQ3088'ABOUT 8 INCHES.
 CQ3088'
 CQ3088'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ3088'BRONZE DISKS SET IN CONCRETE.
 CQ3088'
 CQ3088'REFERENCE MARK NO. 1 IS E OF THE STATION, 37 FEET W OF A
 CQ3088'12-INCH PINE TREE, 12 FEET W OF THE TRACK ROAD, IS ABOUT
 CQ3088'3 FEET LOWER THAN THE STATION, IS STAMPED HEFLIN NO. 1 1941,
 CQ3088'AND PROJECTS ABOUT 4 INCHES.
 CQ3088'
 CQ3088'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 11 FEET W OF
 CQ3088'AN 8-INCH BLAZED PINE TREE, IS ABOUT LEVEL WITH THE STATION,
 CQ3088'IS STAMPED HEFLIN NO. 2 1941, AND PROJECTS 3 INCHES.
 CQ3088'
 CQ3088'AZIMUTH MARK IS ABOUT 0.2 MILE SSE OF THE STATION IN OPEN
 CQ3088'GROUND NEAR THE TOP OF RIDGE WHICH EXTENDS FROM THE TOP
 CQ3088'OF THE HILL IN THAT DIRECTION, IS STAMPED HEFLIN 1941, AND
 CQ3088'PROJECTS 4 INCHES.
 CQ3088'
 CQ3088'TO REACH FROM HEFLIN GO SE ALONG THE W SIDE OF THE RAILROAD
 CQ3088'TRACKS FOR 0.4 MILE AND TURN LEFT FOLLOWING THE MAIN ROAD
 CQ3088'ACROSS THE TRACKS, GO SE ON GRAVEL ROAD FOR 1.75 MILES AND
 CQ3088'TAKE LEFT FORK, OFF MAIN-TRAVELED ROAD, GO NE ON DIRT ROAD
 CQ3088'FOR 0.2 MILE AND TAKE LEFT FORK, GO 30 YARDS AND TAKE RIGHT
 CQ3088'FORK, NE, GO 1.3 MILES TO A FARMHOUSE ON THE LEFT, CONTINUE
 CQ3088'0.2 MILE AND TURN RIGHT THROUGH WIRE GATE IN FENCE, GO SE
 CQ3088'AND E ON TRACK ROAD THROUGH TIMBER FOR 0.15 MILE AND TAKE
 CQ3088'RIGHT FORK, GO 0.05 MILE AND TAKE LEFT FORK, GO 0.35 MILE
 CQ3088'EASTERLY TO NE CORNER OF FIELD ON TOP OF HILL, TURN RIGHT
 CQ3088'AND GO 0.05 MILE ACROSS FIELD TO THE HIGHEST PART OF THE
 CQ3088'HILL AND THE STATION.
 CQ3088'
 CQ3088'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CQ3088
 CQ3088                          STATION RECOVERY (1969)
 CQ3088
 CQ3088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3088'THE STATION MARK 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 CQ3088'CONDITION, HOWEVER, THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 CQ3088'FOUND.  NO SUITABLE PLACE FOR A NEW AZIMUTH MARK WAS FOUND DUE TO
 CQ3088'A NEW GROWTH OF PINE TREES WHICH COVERS THE AREA.  THE ROUTE TO
 CQ3088'REACH THE STATION SEEMS TO BE INADEQUATE THEREFORE A NEW ROUTE TO
 CQ3088'REACH THE STATION FOLLOWS.
 CQ3088'
 CQ3088'TO REACH THE STATION FROM HEFLIN, AT THE JUNCTION OF STATE HIGHWAYS
 CQ3088'531 AND 792 WHICH IS JUST NORTHWEST OF THE POST OFFICE, GO SOUTHEAST
 CQ3088'ON STATE HIGHWAY 792 FOR 2.1 MILES TO A FORK, TAKE THE LEFT FORK
 CQ3088'AND GO NORTHEASTERLY ON A GRAVELED ROAD FOR 0.3 MILE TO A THREE WAY
 CQ3088'FORK, TAKE THE EXTREME RIGHT FORK AND GO EASTERLY FOR 0.95 MILE TO A
 CQ3088'FORK, KEEP ON THE RIGHT FORK AND CONTINUE EASTERLY FOR 0.45 MILE TO
 CQ3088'A SAND ROAD ON THE LEFT JUST BEFORE REACHING A SMALL HOUSE ON THE
 CQ3088'LEFT, TURN LEFT ALONG THE RIGHT SIDE OF A FENCE AND FOLLOW THE
 CQ3088'SAND ROAD NORTHERLY FOR 0.7 MILE TO A DIM WOODS ROAD ON THE RIGHT
 CQ3088'AND A BLAZED TREE ON THE LEFT, TURN RIGHT AND FOLLOW THE WOODS ROAD
 CQ3088'(BLAZED) EAST AND SOUTH FOR 0.45 MILE TO THE TOP OF THE HILL AND
 CQ3088'THE STATION.
 CQ3088'
 CQ3088'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO TREES ON LINE.
 CQ3088'
 CQ3088'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED IN 1941 BY
 CQ3088'H.J.H.
 CQ3088'
 CQ3088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 CQ3088'HEFLIN.
 CQ3088'
 CQ3088'HEIGHT OF LIGHT ABOVE STATION MARK 27.67 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3119 ***********************************************************************
 CQ3119  DESIGNATION -  HEFLIN MUN TANK
 CQ3119  PID         -  CQ3119
 CQ3119  STATE/COUNTY-  LA/WEBSTER
 CQ3119  USGS QUAD   -  HEFLIN (1972)
 CQ3119
 CQ3119                         *CURRENT SURVEY CONTROL
 CQ3119  ___________________________________________________________________
 CQ3119* NAD 83(1992)-  32 27 34.41359(N)    093 16 04.69571(W)     ADJUSTED  
 CQ3119* NAVD 88     -                                                        
 CQ3119  ___________________________________________________________________
 CQ3119  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CQ3119  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3119
 CQ3119  HORZ ORDER  -  THIRD
 CQ3119
 CQ3119.The horizontal coordinates were established by classical geodetic methods
 CQ3119.and adjusted by the National Geodetic Survey in January 1993..
 CQ3119
 CQ3119
 CQ3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3119
 CQ3119.The geoid height was determined by GEOID03.
 CQ3119
 CQ3119;                    North         East     Units Scale Factor Converg.
 CQ3119;SPC LA N     -   217,525.715   927,799.832   MT  0.99995933   -0 24 21.7
 CQ3119;SPC LA N     -   713,665.62  3,043,956.62   sFT  0.99995933   -0 24 21.7
 CQ3119;UTM  15      - 3,591,407.838   474,815.726   MT  0.99960782   -0 08 37.8
 CQ3119
 CQ3119                          SUPERSEDED SURVEY CONTROL
 CQ3119
 CQ3119  NAD 83(1986)-  32 27 34.42665(N)    093 16 04.68831(W) AD(       ) 4
 CQ3119  NAD 27      -  32 27 33.86968(N)    093 16 04.08990(W) AD(       ) 3
 CQ3119
 CQ3119.Superseded values are not recommended for survey control.
 CQ3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3119.See file dsdata.txt to determine how the superseded data were derived.
 CQ3119
 CQ3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7481691408(NAD 83)
 CQ3119_MARKER: 53 = ELEVATED TANK
 CQ3119
 CQ3119  HISTORY     - Date     Condition        Report By
 CQ3119  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3119
 CQ3119                          STATION DESCRIPTION
 CQ3119
 CQ3119'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3119'THE STATION IS THE BALL AT THE APEX OF THE TANK.  THE TANK IS A
 CQ3119'FOUR-LEGGED STEEL STRUCTURE, PAINTED GREEN WITH AN OVERALL
 CQ3119'HEIGHT OF 115 FEET.
 CQ3119'
 CQ3119'THE TANK IS LOCATED IN THE NORTH EDGE OF THE SMALL TOWN OF
 CQ3119'HEFLIN AT THE EXTREME NORTH EDGE OF THE SCHOOL GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3118 ***********************************************************************
 CQ3118  DESIGNATION -  HEFLIN PACE BROS LUMBER CO TK
 CQ3118  PID         -  CQ3118
 CQ3118  STATE/COUNTY-  LA/WEBSTER
 CQ3118  USGS QUAD   -  HEFLIN (1972)
 CQ3118
 CQ3118                         *CURRENT SURVEY CONTROL
 CQ3118  ___________________________________________________________________
 CQ3118* NAD 83(1992)-  32 27 28.78602(N)    093 15 50.60627(W)     ADJUSTED  
 CQ3118* NAVD 88     -                                                        
 CQ3118  ___________________________________________________________________
 CQ3118  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CQ3118  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3118
 CQ3118  HORZ ORDER  -  THIRD
 CQ3118
 CQ3118.The horizontal coordinates were established by classical geodetic methods
 CQ3118.and adjusted by the National Geodetic Survey in January 1993..
 CQ3118
 CQ3118
 CQ3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3118
 CQ3118.The geoid height was determined by GEOID03.
 CQ3118
 CQ3118;                    North         East     Units Scale Factor Converg.
 CQ3118;SPC LA N     -   217,349.773   928,166.550   MT  0.99995907   -0 24 14.2
 CQ3118;SPC LA N     -   713,088.38  3,045,159.76   sFT  0.99995907   -0 24 14.2
 CQ3118;UTM  15      - 3,591,233.637   475,183.116   MT  0.99960759   -0 08 30.2
 CQ3118
 CQ3118                          SUPERSEDED SURVEY CONTROL
 CQ3118
 CQ3118  NAD 83(1986)-  32 27 28.79905(N)    093 15 50.59892(W) AD(       ) 4
 CQ3118  NAD 27      -  32 27 28.23700(N)    093 15 49.99800(W) AD(       ) 3
 CQ3118
 CQ3118.Superseded values are not recommended for survey control.
 CQ3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3118.See file dsdata.txt to determine how the superseded data were derived.
 CQ3118
 CQ3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7518391234(NAD 83)
 CQ3118_MARKER: 53 = ELEVATED TANK
 CQ3118
 CQ3118  HISTORY     - Date     Condition        Report By
 CQ3118  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ3118  HISTORY     - 1969     GOOD             CGS
 CQ3118
 CQ3118                          STATION DESCRIPTION
 CQ3118
 CQ3118'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3118'TANK IS IN CENTER OF PACE BROTHERS LUMBER COMPANY YARD IN THE
 CQ3118'N PART OF HEFLIN.  THE TANK IS LETTERED PACE BROTHERS LUMBER
 CQ3118'COMPANY ON THE W SIDE OF THE TANK.
 CQ3118'
 CQ3118'TANK IS 125 FEET HIGH, ALUMINUM COLORED AND SUPPORTED BY FOUR
 CQ3118'TRUSSWORK LEGS PAINTED RED.  POINT LOCATED WAS A STAR ON CENTER
 CQ3118'OF TOP OF THE TANK.  TANK WAS BUILT ABOUT 1938.
 CQ3118'
 CQ3118'THIS IS AN INTERSECTION STATION.
 CQ3118
 CQ3118                          STATION RECOVERY (1969)
 CQ3118
 CQ3118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3118'STATION WAS RECOVERED IN GOOD CONDITION.  THE NAME OF THE
 CQ3118'COMPANY NOW OWNING THE TANK IS WOODARD-WALKER SAWMILL CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3123 ***********************************************************************
 CP3123  DESIGNATION -  HEGWOOD
 CP3123  PID         -  CP3123
 CP3123  STATE/COUNTY-  LA/RICHLAND
 CP3123  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP3123
 CP3123                         *CURRENT SURVEY CONTROL
 CP3123  ___________________________________________________________________
 CP3123* NAD 83(1992)-  32 35 29.38990(N)    091 40 46.63862(W)     ADJUSTED  
 CP3123* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 CP3123  ___________________________________________________________________
 CP3123  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CP3123  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP3123
 CP3123  HORZ ORDER  -  SECOND
 CP3123
 CP3123.The horizontal coordinates were established by classical geodetic methods
 CP3123.and adjusted by the National Geodetic Survey in January 1993..
 CP3123
 CP3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3123
 CP3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3123
 CP3123.The geoid height was determined by GEOID03.
 CP3123
 CP3123;                    North         East     Units Scale Factor Converg.
 CP3123;SPC LA N     -   232,192.367 1,077,016.334   MT  0.99998372   +0 26 01.4
 CP3123;SPC LA N     -   761,784.46  3,533,511.09   sFT  0.99998372   +0 26 01.4
 CP3123;UTM  15      - 3,606,770.925   623,914.124   MT  0.99978934   +0 42 40.7
 CP3123
 CP3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3123!SPC LA N     -   1.00000004  x   0.99998372  =   0.99998376
 CP3123!UTM  15      -   1.00000004  x   0.99978934  =   0.99978938
 CP3123
 CP3123|---------------------------------------------------------------------|
 CP3123| PID    Reference Object                     Distance      Geod. Az  |
 CP3123|                                                           dddmmss.s |
 CP3123| CY3767 HEGWOOD RM 1                         29.725 METERS 01237     |
 CP3123| CP3126 EPPS TEX PIPE STA KKL 70            APPROX. 6.3 KM 0515558.9 |
 CP3123| CP3118 EPPS TRUNK GAS STA KKE 832          APPROX.10.3 KM 0723342.3 |
 CP3123| CY3768 HEGWOOD RM 2                         26.850 METERS 15922     |
 CP3123| CP3136 OAK RIDGE LA PWR AND LT KYL 86      APPROX.10.5 KM 2585106.3 |
 CP3123| CP3124 OAK RIDGE ATT MICROWAVE KKT 26      APPROX. 5.6 KM 3033551.5 |
 CP3123| CY3766 HEGWOOD AZ MK                                      3263540.4 |
 CP3123|---------------------------------------------------------------------|
 CP3123
 CP3123                          SUPERSEDED SURVEY CONTROL
 CP3123
 CP3123  NAD 83(1986)-  32 35 29.40188(N)    091 40 46.63142(W) AD(       ) 2
 CP3123  NAD 27      -  32 35 28.90167(N)    091 40 46.18864(W) AD(       ) 2
 CP3123  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 CP3123
 CP3123.Superseded values are not recommended for survey control.
 CP3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3123.See file dsdata.txt to determine how the superseded data were derived.
 CP3123
 CP3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2391406771(NAD 83)
 CP3123_MARKER: DS = TRIANGULATION STATION DISK
 CP3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3123
 CP3123  HISTORY     - Date     Condition        Report By
 CP3123  HISTORY     - 1970     MONUMENTED       NGS
 CP3123
 CP3123                          STATION DESCRIPTION
 CP3123
 CP3123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3123'NO MEASUREMENT BETWEEN RM 1-RM 2 BECAUSE OF CROP DAMAGE.
 CP3123'
 CP3123'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF RAYVILLE, 9
 CP3123'MILES NORTHWEST OF HOLLY RIDGE, 6 MILES SOUTHEAST OF OAK RIDGE
 CP3123'AND 1-1/2 MILES SOUTH OF THE BOEUF RIVER.  IT IS IN THE NE, 1/4
 CP3123'OF SECTION 31, T, 19 N, R, 8 E. AND IS ON PROPERTY OWNED BY
 CP3123'MR. GEORGE LITTLETON, WHOS ADDRESS IS ROUTE 2, RAYVILLE,
 CP3123'LOUISIANA.  PHONE NUMBER 728-4729.  MR. LITTLETONS HOME IS 1/4
 CP3123'MILE SOUTH OF THE STATION SITE.
 CP3123'
 CP3123'TO REACH THE STATION FROM THE POST OFFICE IN OAK RIDGE, GO
 CP3123'NORTH ON STATE HIGHWAY 134 FOR 0.1 MILE TO THE JUNCTION OF STATE
 CP3123'HIGHWAYS 133 AND 134.  TURN RIGHT AND GO EAST AND SOUTH ON
 CP3123'STATE HIGHWAY 134 FOR 6.6 MILES TO WHERE HIGHWAY TURNS LEFT,
 CP3123'GOES EAST.  (FROM THIS POINT TURN RIGHT AND GO WEST ON FIELD
 CP3123'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF
 CP3123'ROAD.  AS DESCRIBED).  CONTINUE STRAIGHT AHEAD ON A GRAVELED
 CP3123'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT, WEST SIDE OF
 CP3123'ROAD. AS DESCRIBED.
 CP3123'
 CP3123'STATION MARKS ARE STANDARD DISKS STAMPED HEGWOOD 1970.  THE
 CP3123'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3123'MONUMENT THAT IS SET 20 INCHES BELOW THE GROUND SURFACE.  IT IS
 CP3123'49 FEET NORTHEAST OF A TWIN TRUNK PECAN TREE, 41 FEET WEST OF
 CP3123'THE APPROXIMATE CENTER OF GRAVELED ROAD, 38 FEET EAST-SOUTHEAST
 CP3123'OF A 14 INCH PECAN TREE AND 31 FEET NORTH OF A 16 INCH PECAN
 CP3123'TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 CP3123'MASS OF CONCRETE 62 INCHES BELOW THE GROUND SURFACE.
 CP3123'
 CP3123'REFERENCE MARK 1, A STANDARD DISK STAMPED HEGWOOD NO 1 1970,
 CP3123'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3123'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET SOUTHWEST
 CP3123'OF CULVERT OPENING AND 16 FEET WEST OF THE APPROXIMATE CENTER
 CP3123'OF GRAVELED ROAD.
 CP3123'
 CP3123'REFERENCE MARK 2, A STANDARD DISK STAMPED HEGWOOD NO 2 1970,
 CP3123'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3123'THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 36 FEET
 CP3123'EAST OF AN 18 INCH PECAN TREE AND 12 FEET WEST OF THE
 CP3123'APPROXIMATE CENTER OF GRAVELED ROAD.
 CP3123'
 CP3123'AZIMUTH MARK, A STANDARD DISK STAMPED HEGWOOD 1970, IS SET IN
 CP3123'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3123'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET
 CP3123'SOUTH OF THE APPROXIMATE CENTER OF FIELD ROAD, 4.8 FEET EAST OF
 CP3123'A METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET EAST OF AN
 CP3123'UTILITY POLE.
 CP3123'
 CP3123'HEIGHT OF LIGHT ABOVE STATION MARK 39.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1432 ***********************************************************************
 AT1432  DESIGNATION -  HEIDI SAT
 AT1432  PID         -  AT1432
 AT1432  STATE/COUNTY-  LA/PLAQUEMINES
 AT1432  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1432
 AT1432                         *CURRENT SURVEY CONTROL
 AT1432  ___________________________________________________________________
 AT1432* NAD 83(1992)-  29 14 02.00901(N)    089 23 12.52576(W)     ADJUSTED  
 AT1432* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AT1432  **This station is located in a subsidence area (see below).
 AT1432  ___________________________________________________________________
 AT1432  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AT1432  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AT1432
 AT1432  HORZ ORDER  -  THIRD
 AT1432
 AT1432.The horizontal coordinates were established by classical geodetic methods
 AT1432.and adjusted by the National Geodetic Survey in January 1993..
 AT1432
 AT1432 ** The orthometric height has not been validated since last determined
 AT1432 ** by differential leveling and should not be used for control purposes.
 AT1432 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1432 ** area with valid NAVD 88 orthometric heights.
 AT1432 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1432 ** epoch indicated which incorporates improved geoid heights for the
 AT1432 ** Southern Louisiana Subsidence area.
 AT1432 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1432.The orthometric height was scaled from a topographic map.
 AT1432
 AT1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1432
 AT1432.The geoid height was determined by GEOID03.
 AT1432
 AT1432;                    North         East     Units Scale Factor Converg.
 AT1432;SPC LA S     -    82,957.390 1,189,231.963   MT  1.00001465   +0 58 23.8
 AT1432;SPC LA S     -   272,169.37  3,901,671.87   sFT  1.00001465   +0 58 23.8
 AT1432;UTM  16      - 3,236,259.931   268,014.537   MT  1.00026413   -1 09 58.3
 AT1432
 AT1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1432!SPC LA S     -   1.00000313  x   1.00001465  =   1.00001778
 AT1432!UTM  16      -   1.00000313  x   1.00026413  =   1.00026726
 AT1432
 AT1432                          SUPERSEDED SURVEY CONTROL
 AT1432
 AT1432.No superseded survey control is available for this station.
 AT1432
 AT1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6801536260(NAD 83)
 AT1432_MARKER: DD = SURVEY DISK
 AT1432_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AT1432_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 AT1432_STAMPING: HEIDI SAT
 AT1432_MARK LOGO: NOS   
 AT1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1432+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AT1432
 AT1432  HISTORY     - Date     Condition        Report By
 AT1432  HISTORY     - 1989     MONUMENTED       NOS
 AT1432
 AT1432                          STATION DESCRIPTION
 AT1432
 AT1432'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AT1432'STATION IS LOCATED ON LAND OWNED BY TEXICO SOUTH OF VENICE, LA.
 AT1432'TO REACH FROM THE FIRESTATION IN VENICE, GO S ON STATE HWY 23 FOR 0.85
 AT1432'MI TO A SHARP BEND RIGHT.  TURN RIGHT AND GO 0.4 MI ON CURVING ROAD TO
 AT1432'A -T- INTERSECTION.  TURN RIGHT, GO S FOR 3.2 MI TO A GRAVEL DRIVE ON
 AT1432'LEFT.  TURN LEFT, GO 0.05 MI ON GRAVEL DRIVE TO STATION ON RIGHT.
 AT1432'STATION IS A STANDARD NOS ALUMINUM DISK ATTACHED TO AN ALUMINUM ROD,
 AT1432'SURROUNDED BY A MASS OF CONCRETE AND IS FLUSH WITH THE GROUND.  IT IS
 AT1432'LOCATED 34.6 M (113.5 FT) SW OF CENTERLINE OF THE GRAVEL DRIVE, 5.94 M
 AT1432'(19.5 FT) N OF NE CORNER OF A 12 FT SQUARE CYCLONE FENCE ENCLOSURE,
 AT1432'AND 4.27 M (14.0 FT) NE OF NW CORNER OF THE 12 FT SQUARE CYCLONE FENCE
 AT1432'ENCLOSURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2966 ***********************************************************************
 CP2966  DESIGNATION -  HELEN
 CP2966  PID         -  CP2966
 CP2966  STATE/COUNTY-  LA/FRANKLIN
 CP2966  USGS QUAD   -  DELHI (1986)
 CP2966
 CP2966                         *CURRENT SURVEY CONTROL
 CP2966  ___________________________________________________________________
 CP2966* NAD 83(1992)-  32 23 28.50374(N)    091 29 58.00988(W)     ADJUSTED  
 CP2966* NAVD 88     -        26.22   (+/-2cm)      86.0    (feet)  VERTCON   
 CP2966  ___________________________________________________________________
 CP2966  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2966  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2966
 CP2966  HORZ ORDER  -  SECOND
 CP2966  VERT ORDER  -  THIRD (See Below)
 CP2966
 CP2966.The horizontal coordinates were established by classical geodetic methods
 CP2966.and adjusted by the National Geodetic Survey in May 1994..
 CP2966
 CP2966.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2966.The vertical order pertains to the NGVD 29 superseded value.
 CP2966
 CP2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2966
 CP2966.The geoid height was determined by GEOID03.
 CP2966
 CP2966;                    North         East     Units Scale Factor Converg.
 CP2966;SPC LA N     -   210,129.804 1,094,135.538   MT  0.99994879   +0 31 44.4
 CP2966;SPC LA N     -   689,400.87  3,589,676.34   sFT  0.99994879   +0 31 44.4
 CP2966;UTM  15      - 3,584,794.455   641,136.992   MT  0.99984564   +0 48 14.3
 CP2966
 CP2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2966!SPC LA N     -   1.00000001  x   0.99994879  =   0.99994880
 CP2966!UTM  15      -   1.00000001  x   0.99984564  =   0.99984565
 CP2966
 CP2966|---------------------------------------------------------------------|
 CP2966| PID    Reference Object                     Distance      Geod. Az  |
 CP2966|                                                           dddmmss.s |
 CP2966| CP3330 V 244 RESET                          13.622 METERS 00943     |
 CP2966| CS7281 DELHI COLUMBIA GAS CO RAD TWR                      0160902.2 |
 CP2966| CY3769 HELEN RM 1                           14.801 METERS 04656     |
 CP2966| CP2079 21 V 96                               6.993 METERS 25537     |
 CP2966| CP2078 21 V 95                                            2663302.0 |
 CP2966|---------------------------------------------------------------------|
 CP2966
 CP2966                          SUPERSEDED SURVEY CONTROL
 CP2966
 CP2966  NAD 83(1992)-  32 23 28.50622(N)    091 29 58.00907(W) AD(       ) 2
 CP2966  NAD 83(1986)-  32 23 28.51588(N)    091 29 58.00381(W) AD(       ) 2
 CP2966  NAD 27      -  32 23 27.99624(N)    091 29 57.57775(W) AD(       ) 2
 CP2966  NGVD 29 (09/18/05)   26.24   (m)           86.1    (f) RESET       3  
 CP2966
 CP2966.Superseded values are not recommended for survey control.
 CP2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2966.See file dsdata.txt to determine how the superseded data were derived.
 CP2966
 CP2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4113784794(NAD 83)
 CP2966_MARKER: DS = TRIANGULATION STATION DISK
 CP2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2966_SP_SET: CONCRETE POST
 CP2966_STAMPING: HELEN 1971
 CP2966_MARK LOGO: LADH  
 CP2966_PROJECTION: FLUSH
 CP2966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2966+STABILITY: SURFACE MOTION
 CP2966
 CP2966  HISTORY     - Date     Condition        Report By
 CP2966  HISTORY     - 1971     MONUMENTED       LADTD
 CP2966  HISTORY     - 1977     GOOD             NGS
 CP2966  HISTORY     - 1983     GOOD             LADTD
 CP2966
 CP2966                          STATION DESCRIPTION
 CP2966
 CP2966'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP2966'THE STATION IS LOCATED 11.5 MILES NORTHEAST OF CROWVILLE, 4 MILES
 CP2966'SOUTH OF DELHI AND 21 MILES NORTHEAST OF WINNSBORO, IN THE
 CP2966'SOUTHEAST 1/4 OF SECTION 1, T16N, R9E, AND ON THE PROPERTY OWNED
 CP2966'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS, ADDRESS BATON ROUGE,
 CP2966'LOUISIANA.
 CP2966'
 CP2966'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DELHI AT THE
 CP2966'INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 17, DRIVE SOUTH
 CP2966'ON STATE HIGHWAY 17 FOR 4.8 MILES TO THE INTERSECTION WITH STATE
 CP2966'HIGHWAY 132.  THE STATION IS SET IN THE NORTHWEST QUADRANT OF THE
 CP2966'INTERSECTION NEAR A FENCE.
 CP2966'
 CP2966'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG STATE
 CP2966'HIGHWAY 132 FOR 0.5 MILE TO THE MARK WHICH IS SET ON THE LEFT AND
 CP2966'SOUTH OF THE HIGHWAY NEAR A FENCE CORNER.
 CP2966'
 CP2966'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2966'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2966'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2966'GROUND.  THE SUBSURFACE MARK DISK IS SET IN THE TOP OF AN
 CP2966'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP2966'SURFACE.  THEY ARE STAMPED HELEN 1971.  THE MARK IS 76 FEET
 CP2966'NORTH OF THE CENTER OF STATE HIGHWAY 132, 56 FEET WEST OF THE
 CP2966'CENTER OF STATE HIGHWAY 17, 49 FEET NORTHWEST OF THE CENTER OF A
 CP2966'CONCRETE BOX DRAIN, 9 FEET SOUTHEAST OF A FENCE AND 8.5 FEET
 CP2966'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CP2966'
 CP2966'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2966'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2966'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2966'GROUND.  IT IS STAMPED HELEN R.M. 1 1971.  IT IS 114 FEET NORTH OF
 CP2966'THE CENTER OF STATE HIGHWAY 132, 70 FEET NORTH-NORTHWEST OF THE
 CP2966'CENTER OF A CONCRETE BOX DRAIN, 35 FEET WEST OF THE CENTER OF
 CP2966'STATE HIGHWAY 17, 10 FEET SOUTH-SOUTHEAST OF A CONCRETE HIGHWAY
 CP2966'RIGHT OF WAY MARKER, AND 1 FOOT EAST-SOUTHEAST OF A FENCE.
 CP2966'
 CP2966'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2966'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 10 INCH
 CP2966'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 CP2966'GROUND.
 CP2966'
 CP2966'IT IS STAMPED 21V96 1970.  IT IS 79 FEET SOUTHWEST OF A CONCRETE
 CP2966'HIGHWAY RIGHT OF WAY MARKER, 75 FEET WEST-NORTHWEST OF THE CENTER
 CP2966'OF STATE HIGHWAY 17, 67 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 CP2966'132, 62 FEET NORTHWEST OF THE CENTER OF A BOX CULVERT, 40 FEET
 CP2966'NORTHEAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, AND 1 FOOT
 CP2966'SOUTHEAST OF A FENCE.
 CP2966'
 CP2966'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2966'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 10
 CP2966'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 CP2966'THE GROUND.  IT IS STAMPED 21V95 1970.  IT IS 57 FEET
 CP2966'SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 132, 39 FEET
 CP2966'SOUTHWEST OF A POWER POLE, 17 FEET SOUTH-SOUTHEAST OF A FENCE
 CP2966'CORNER, 1 FOOT NORTHEAST OF A FENCE, AND 1 FOOT SOUTHWEST OF A
 CP2966'METAL WITNESS POST AND SIGN.
 CP2966'
 CP2966'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2966
 CP2966                          STATION RECOVERY (1977)
 CP2966
 CP2966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 CP2966'THE STATION WAS VISITED AND THE STATION MARK, BM 21V95 (LDH) AND
 CP2966'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  BM 21V96 (LDH)
 CP2966'WAS FOUND WITH THE TOP 6 INCHES BROKEN OF THE MONUMENT, THE TOP
 CP2966'PORTION WAS PLACED BACK ON THE MONUMENT AND REINFORCED WITH
 CP2966'CONCRETE AND SHOWED NO SIGN OF MOVEMENT.  THE MARK IS A BENCH
 CP2966'MARK BUT THERE SHOULD BE NEED WITH CAUTION.  THE DESCRIPTION
 CP2966'FOR THE STATION AND ALL MARKS IS ADEQUATE.
 CP2966'
 CP2966'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 CP2966'DELHI.
 CP2966
 CP2966                          STATION RECOVERY (1983)
 CP2966
 CP2966'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CP2966'7.6 KM (4.70 MI) SOUTH FROM DELHI.
 CP2966'FROM THE RAILROAD CROSSING IN DELHI, DRIVE SOUTH ALONG STATE HIGHWAY
 CP2966'17 FOR 7.6 KM (4.70 MI) TO THE INTERSECTION WITH STATE HIGHWAY 132,
 CP2966'IN THE NORTHWEST QUADRANT OF THE INTERSECTION, 27.1 M (88.9 FT)
 CP2966'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 132, 17.1 M (56.1 FT)
 CP2966'WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 17 AND 7.3 M (24.0 FT)
 CP2966'NORTH-NORTHWEST OF THE CENTER OF 3 CONCRETE DRAIN PIPES UNDER STATE
 CP2966'HIGHWAY 17.
 CP2966'THE MARK IS 7.0 METERS  NNE FROM  A WITNESS POST
 CP2966'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2454 ***********************************************************************
 BJ2454  DESIGNATION -  HELTON CAP
 BJ2454  PID         -  BJ2454
 BJ2454  STATE/COUNTY-  LA/ST LANDRY
 BJ2454  USGS QUAD   -  PORTAGE (1970)
 BJ2454
 BJ2454                         *CURRENT SURVEY CONTROL
 BJ2454  ___________________________________________________________________
 BJ2454* NAD 83(1986)-  30 28 34.     (N)    091 45 31.     (W)     SCALED    
 BJ2454* NAVD 88     -         8.74   (+/-2cm)      28.7    (feet)  VERTCON   
 BJ2454  ___________________________________________________________________
 BJ2454  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2454
 BJ2454  VERT ORDER  -  ? (See Below)
 BJ2454
 BJ2454.The horizontal coordinates were scaled from a topographic map and have
 BJ2454.an estimated accuracy of +/- 6 seconds.
 BJ2454
 BJ2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2454.The vertical order pertains to the NGVD 29 superseded value.
 BJ2454
 BJ2454.The geoid height was determined by GEOID03.
 BJ2454
 BJ2454;                    North         East    Units  Estimated Accuracy
 BJ2454;SPC LA S     -   219,120.      959,170.      MT  (+/- 180 meters Scaled)
 BJ2454
 BJ2454                          SUPERSEDED SURVEY CONTROL
 BJ2454
 BJ2454  NGVD 29 (??/??/??)    8.754  (m)           28.72   (f) ADJUSTED    ?  
 BJ2454
 BJ2454.Superseded values are not recommended for survey control.
 BJ2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2454.See file dsdata.txt to determine how the superseded data were derived.
 BJ2454
 BJ2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP191721(NAD 83)
 BJ2454_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2454
 BJ2454  HISTORY     - Date     Condition        Report By
 BJ2454  HISTORY     - UNK      MONUMENTED       DOD
 BJ2454  HISTORY     - 1936     GOOD             DOD
 BJ2454
 BJ2454                          STATION DESCRIPTION
 BJ2454
 BJ2454'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2454'4.6 MI S FROM KROTZ SPRINGS.
 BJ2454'4.6 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2454'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1-1/4 MILES NORTH
 BJ2454'OF THE JUNCTION OF BAYOU COURTABLEAU, ABOUT 0.6 MILE SOUTH OF THE
 BJ2454'LOWER END OF THE SPUR LEVEE ON THE RIVERSIDE OF THE CONTROLLING LEVEE,
 BJ2454'408.5 FEET NORTHWEST OF LEVEE STATION 2657+04.23, ON THE WEST BANK OF
 BJ2454'ATCHAFALAYA RIVER, IN A WILLOW AND COTTONWOOD THICKET, ABOUT 1,500
 BJ2454'FEET NORTH OF A POINT WHERE THE LEVEE CROSSES AN EAST-AND-WEST SLOUGH
 BJ2454'THAT ORIGINALLY FLOWED FROM ATCHAFALAYA RIVER TO BAYOU COURTABLEAU,
 BJ2454'742 FEET NORTHEAST OF P.B.M. CONVERSE (U.S.E.), DESCRIBED BELOW, AND
 BJ2454'ABOUT 140 FEET NORTH OF A DRY SLOUGH.  AN IRON PIPE PROJECTING ABOUT 1
 BJ2454'FOOT ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2454'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2852 ***********************************************************************
 CP2852  DESIGNATION -  HENDERSON
 CP2852  PID         -  CP2852
 CP2852  STATE/COUNTY-  LA/EAST CARROLL
 CP2852  USGS QUAD   -  EAGLE BEND (1994)
 CP2852
 CP2852                         *CURRENT SURVEY CONTROL
 CP2852  ___________________________________________________________________
 CP2852* NAD 83(1992)-  32 33 37.91248(N)    091 07 05.29676(W)     ADJUSTED  
 CP2852* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 CP2852  ___________________________________________________________________
 CP2852  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 CP2852  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2852
 CP2852  HORZ ORDER  -  FIRST
 CP2852
 CP2852.The horizontal coordinates were established by classical geodetic methods
 CP2852.and adjusted by the National Geodetic Survey in May 1994..
 CP2852
 CP2852.The orthometric height was scaled from a topographic map.
 CP2852
 CP2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2852
 CP2852.The geoid height was determined by GEOID03.
 CP2852
 CP2852;                    North         East     Units Scale Factor Converg.
 CP2852;SPC LA N     -   229,294.263 1,129,769.422   MT  0.99997752   +0 43 50.1
 CP2852;SPC LA N     -   752,276.26  3,706,585.18   sFT  0.99997752   +0 43 50.1
 CP2852;SPC MS W     -   339,576.138   626,298.753   MT  1.00001696   -0 25 20.6
 CP2852;SPC MS W     - 1,114,092.71  2,054,781.83   sFT  1.00001696   -0 25 20.6
 CP2852;UTM  15      - 3,604,130.972   676,675.511   MT  0.99998492   +1 00 47.0
 CP2852
 CP2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2852!SPC LA N     -   0.99999929  x   0.99997752  =   0.99997681
 CP2852!SPC MS W     -   0.99999929  x   1.00001696  =   1.00001625
 CP2852!UTM  15      -   0.99999929  x   0.99998492  =   0.99998421
 CP2852
 CP2852:                Primary Azimuth Mark                     Grid Az
 CP2852:SPC LA N     -  TALLA                                    185 06 39.8
 CP2852:SPC MS W     -  TALLA                                    186 15 50.5
 CP2852:UTM  15      -  TALLA                                    184 49 42.9
 CP2852
 CP2852|---------------------------------------------------------------------|
 CP2852| PID    Reference Object                     Distance      Geod. Az  |
 CP2852|                                                           dddmmss.s |
 CP2852| CP2931 TALLA                               APPROX. 7.4 KM 1855029.9 |
 CP2852| CY3773 HENDERSON RM 1                                     2620847.0 |
 CP2852| CP1192 VISTA CAP                            29.923 METERS 31756     |
 CP2852| CY3774 HENDERSON RM 2                                     3353748.0 |
 CP2852|---------------------------------------------------------------------|
 CP2852
 CP2852                          SUPERSEDED SURVEY CONTROL
 CP2852
 CP2852  NAD 83(1992)-  32 33 37.92212(N)    091 07 05.29531(W) AD(       ) 1
 CP2852  NAD 83(1986)-  32 33 37.92453(N)    091 07 05.29114(W) AD(       ) 1
 CP2852  NAD 27      -  32 33 37.43000(N)    091 07 04.90000(W) AD(       ) 1
 CP2852
 CP2852.Superseded values are not recommended for survey control.
 CP2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2852.See file dsdata.txt to determine how the superseded data were derived.
 CP2852
 CP2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7667604131(NAD 83)
 CP2852_MARKER: DS = TRIANGULATION STATION DISK
 CP2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2852
 CP2852  HISTORY     - Date     Condition        Report By
 CP2852  HISTORY     - 1929     MONUMENTED       CGS
 CP2852  HISTORY     - 1935     SEE DESCRIPTION  CGS
 CP2852  HISTORY     - 1937     GOOD             USE
 CP2852  HISTORY     - 1964     GOOD             CGS
 CP2852
 CP2852                          STATION DESCRIPTION
 CP2852
 CP2852'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2852'STATION IS ABOUT 2.7 MILES BY LEVEE FROM HENDERSONS POST OFFICE
 CP2852'AND STORE, ON LEVEE BANQUETTE AT FIFTH ANGLE IN LEVEE FROM
 CP2852'STORE.
 CP2852'
 CP2852'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 CP2852'SET IN CONCRETE.
 CP2852'
 CP2852'REFERENCE MARK NO. 1 IS AT THE SW CORNER OF FENCE AROUND
 CP2852'HOUSE OCCUPIED BY AARON MOE, ABOUT 30 FEET N OF CENTER LINE
 CP2852'OF DIRT ROAD AND ABOUT 1/4 MILE FROM STATION IN AZIMUTH 82
 CP2852'DEG 08 MIN 47 SEC.
 CP2852'
 CP2852'REFERENCE MARK NO. 2 IS E OF NE CORNER OF GALILEE CHURCH
 CP2852'(COLORED) BETWEEN FORKS IN DIRT ROAD, AND 2/5 MILE FROM STATION
 CP2852'IN AZIMUTH 155 DEG 37 MIN 48 SEC.
 CP2852'
 CP2852'P.B.M. VISTA (M.R.C.) IS 29.92 METERS (98.2 FEET) FROM STATION
 CP2852'IN AZIMUTH 137 DEG 56 MIN.
 CP2852'
 CP2852'TO REACH FROM TALLULAH GO N ABOUT 12 MILES ON U.S. HIGHWAY
 CP2852'65 TO TOWN OF ROOSEVELT, TURN E ON GRAVEL ROAD AT S END OF
 CP2852'RAILROAD STATION AND GO 6.4 MILES TO HENDERSONS POST OFFICE, GO
 CP2852'ON TO LEVEE BANQUETTE, TURN RIGHT AND FOLLOW BANQUETTE TO
 CP2852'STATION, WHICH IS OPPOSITE 60-INCH COTTONWOOD TREE WITH TOP
 CP2852'BROKEN OUT 20 FEET UP.
 CP2852
 CP2852                          STATION RECOVERY (1935)
 CP2852
 CP2852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2852'APPROACH TO STATION ON SITE CUT OFF BY WATER.  STATION IS UNDER
 CP2852'WATER.
 CP2852'
 CP2852'OLD LEVEE HAS BEEN ABANDONED AND A NEW LEVEE BUILT 1/4 MILE
 CP2852'W IN 1933.  BANQUETTE OF OLD LEVEE UNDER WATER JUNE 1935.
 CP2852'
 CP2852'GALILEE CHURCH AND AARON MOES HOUSE HAVE BEEN MOVED INSIDE NEW
 CP2852'LEVEE.
 CP2852
 CP2852                          STATION RECOVERY (1937)
 CP2852
 CP2852'RECOVERY NOTE BY US ENGINEERS 1937
 CP2852'STATION FOUND IN GOOD CONDITION.
 CP2852
 CP2852                          STATION RECOVERY (1964)
 CP2852
 CP2852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WHD)
 CP2852'STATION MARK IS IN GOOD CONDITION AND COORDINATES CHECK INTO
 CP2852'DES GLAISE BY LAND TRAVERSE WITHIN 2ND ORDER.  NO REFERENCES
 CP2852'OR AZIMUTH COULD BE FOUND.  DESCRIPTION IS ADEQUATE.
 CP2852'
 CP2852'U.S. ARMY CORP. OF ENGINEERS BENCH MARK.  X IS CUT INTO CENTER
 CP2852'OF STUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5180 ***********************************************************************
 BJ5180  DESIGNATION -  HENDERSON RM 1
 BJ5180  PID         -  BJ5180
 BJ5180  STATE/COUNTY-  LA/ST MARTIN
 BJ5180  USGS QUAD   -  CECILIA (1970)
 BJ5180
 BJ5180                         *CURRENT SURVEY CONTROL
 BJ5180  ___________________________________________________________________
 BJ5180* NAD 83(1992)-  30 19 15.64339(N)    091 48 01.88242(W)     ADJUSTED  
 BJ5180* NAVD 88     -         4.7  **(meters)      15.   **(feet)  VERTCON   
 BJ5180  **This station is located in a subsidence area (see below).
 BJ5180  ___________________________________________________________________
 BJ5180  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5180  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ5180
 BJ5180  HORZ ORDER  -  SECOND
 BJ5180
 BJ5180.The horizontal coordinates were established by classical geodetic methods
 BJ5180.and adjusted by the National Geodetic Survey in January 1993..
 BJ5180
 BJ5180 ** The orthometric height has not been validated since last determined
 BJ5180 ** by differential leveling and should not be used for control purposes.
 BJ5180 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5180 ** area with valid NAVD 88 orthometric heights.
 BJ5180 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5180 ** epoch indicated which incorporates improved geoid heights for the
 BJ5180 ** Southern Louisiana Subsidence area.
 BJ5180 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5180
 BJ5180.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5180
 BJ5180.The geoid height was determined by GEOID03.
 BJ5180
 BJ5180;                    North         East     Units Scale Factor Converg.
 BJ5180;SPC LA S     -   201,941.384   955,071.166   MT  0.99994130   -0 14 01.0
 BJ5180;SPC LA S     -   662,536.02  3,133,429.32   sFT  0.99994130   -0 14 01.0
 BJ5180;UTM  15      - 3,354,966.396   615,316.804   MT  0.99976405   +0 36 20.2
 BJ5180
 BJ5180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5180!SPC LA S     -   1.00000357  x   0.99994130  =   0.99994487
 BJ5180!UTM  15      -   1.00000357  x   0.99976405  =   0.99976762
 BJ5180
 BJ5180|---------------------------------------------------------------------|
 BJ5180| PID    Reference Object                     Distance      Geod. Az  |
 BJ5180|                                                           dddmmss.s |
 BJ5180| BJ5179 50 A 007                            110.636 METERS 02722     |
 BJ5180| CW1470 HENDERSON RM 2                       26.609 METERS 16916     |
 BJ5180| CW1469 HENDERSON AZ MK                                    2482113.6 |
 BJ5180| BJ5176 HENDERSON USE 1935                   24.999 METERS 25739     |
 BJ5180| BJ5183 POLKVILLE S CEN BELL MW MAST        APPROX. 3.7 KM 3132309.1 |
 BJ5180|---------------------------------------------------------------------|
 BJ5180
 BJ5180                          SUPERSEDED SURVEY CONTROL
 BJ5180
 BJ5180  NAD 83(1986)-  30 19 15.66366(N)    091 48 01.87711(W) AD(       ) 2
 BJ5180  NAD 27      -  30 19 14.95521(N)    091 48 01.46924(W) AD(       ) 2
 BJ5180  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 BJ5180
 BJ5180.Superseded values are not recommended for survey control.
 BJ5180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5180.See file dsdata.txt to determine how the superseded data were derived.
 BJ5180
 BJ5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1531754966(NAD 83)
 BJ5180_MARKER: DR = REFERENCE MARK DISK
 BJ5180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5180
 BJ5180  HISTORY     - Date     Condition        Report By
 BJ5180  HISTORY     - 1969     MONUMENTED       CGS
 BJ5180  HISTORY     - 1973     GOOD             NGS
 BJ5180
 BJ5180                          STATION DESCRIPTION
 BJ5180
 BJ5180'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5180'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF ARNAUDVILLE, 6 MILES
 BJ5180'EAST-NORTHEAST OF BREAUX BRIDGE AND IN THE TOWN OF HENDERSON.
 BJ5180'
 BJ5180'STATION IS REACHED FROM PATS RESTAURANT IN HENDERSON, GO WEST ON
 BJ5180'STATE HIGHWAY 352 FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 BJ5180'GO NORTH ON A PAVED ROAD FOR 0.5 MILE TO A CURVE IN ROAD AND
 BJ5180'STATION ON THE LEFT, AS DESCRIBED BELOW.
 BJ5180'STATION IS A STANDARD REFERENCE MARK DISK, STAMPED
 BJ5180'HENDERSON USE NO 1 1935 1969, SET IN THE TOP OF A 12-INCH
 BJ5180'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 BJ5180'MARK IS 88 FEET NORTH OF A FENCE CORNER, 75 FEET WEST OF A
 BJ5180'POWERLINE POLE AND 59 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 BJ5180'THE CURVE IN THE ROAD.
 BJ5180'
 BJ5180'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED HENDERSON
 BJ5180'USE NO 2 1935 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ5180'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  MARK IS 83 FEET
 BJ5180'WEST OF THE PAVED ROAD AND 2 FEET NORTHWEST OF FENCE CORNER.
 BJ5180'
 BJ5180'HENDERSON USE 1935 IS A U. S. ARMY, CORPS OF ENGINEERS STATION MARK.
 BJ5180'IT IS A BRASS CAP ATTACHED TO THE TOP OF A 4-INCH IRON PIPE WHICH
 BJ5180'PROJECTS 4 INCHES ABOVE THE GROUND.  MARK IS 30 FEET EAST OF A
 BJ5180'DRIVEWAY, 25 FEET SOUTH OF THE PAVED ROAD AND 0.6 FEET EAST OF A
 BJ5180'METAL WITNESS POST.
 BJ5180'
 BJ5180'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HENDERSON USE
 BJ5180'1935 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ5180'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  MARK IS 25 FEET NORHT OF
 BJ5180'THE PAVED ROAD, 8.5 FEET EAST OF A GATE, 1.6 FEET EAST OF A METAL
 BJ5180'WITNESS POST AND 1.2 FEET SOUTH OF AN EAST-WEST FENCE.
 BJ5180'
 BJ5180'AZIMUTH MARK IS REACHED FROM THE STATION.  GO WEST ON THE PAVED ROAD
 BJ5180'FOR 0.2 MILE TO THE MARK ON THE RIGHT, NORTH SIDE OF ROAD, AS
 BJ5180'DESCRIBED.
 BJ5180'
 BJ5180'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BJ5180
 BJ5180                          STATION RECOVERY (1973)
 BJ5180
 BJ5180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RJT)
 BJ5180'RM 1 TO RM 2 (BLOCKED.  COULD NOT MEASURE.  COMPUTED)
 BJ5180'
 BJ5180'THE STATION WAS VISITED 3/19/73 AND THE STATION MARK, AZIMUTH MARK
 BJ5180'AND RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BJ5180'FOLLOWS--
 BJ5180'
 BJ5180'THE STATION IS LOCATED 0.5 MILE NORTHWEST OF HENDERSON AND 6 MILES
 BJ5180'NORTHEAST OF BREAUX BRIDGE, IN THE NORTHWEST QUARTER OF SECTION 31,
 BJ5180'T8S, R7E.  IT IS 88 FEET NORTH OF A FENCE CORNER, 75 FEET WEST OF A
 BJ5180'POWER POLE, AND 59 FEET SOUTHWEST OF THE CENTER OF A BLACKTOP
 BJ5180'ROAD.
 BJ5180'
 BJ5180'IT IS A STANDARD REFERENCE MARK DISK, STAMPED HENDERSON USE NO. 1
 BJ5180'1935-1969, FLUSH WITH THE GROUND.  THE STATION MARK IS HENDERSON
 BJ5180'1935 (USE), 82.05 FEET WEST OF THE STATION, A U. S. ARMY CORPS OF
 BJ5180'ENGINEERS STATION MARK.  IT IS A BRASS CAP ATTACHED TO THE TOP
 BJ5180'OF A 4-INCH IRON PIPE, WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 BJ5180'IT IS 30 FEET EAST OF A DRIVEWAY, 25 FEET SOUTH OF THE CENTER OF A
 BJ5180'BLACK TOP ROAD, AND 0.6 FOOT EAST OF A METAL WITNESS POST AND
 BJ5180'SIGN.  IT IS STAMPED HENDERSON USE 1935, PROJECTING 4 INCHES.
 BJ5180'
 BJ5180'REFERENCE MARK NO. 2 IS 87.30 FEET SOUTH OF THE STATION.  IT IS 83
 BJ5180'FEET WEST OF THE CENTER OF A BLACK TOP ROAD, AND 2 FEET NORTHWEST OF
 BJ5180'A FENCE CORNER.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ5180'HENDERSON USE NO. 2 1935-1969, PROJECTING 2 INCHES.
 BJ5180'
 BJ5180'THE AZIMUTH MARK IS 0.2 MILE WEST-SOUTHWEST OF THE STATION.  IT IS 25
 BJ5180'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 79 FEET SOUTHEAST OF A
 BJ5180'POWER POLE, AND 1.6 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ5180'THE FENCE AND FENCE CORNER HAVE BEEN TAKEN DOWN.  IT IS A STANDARD
 BJ5180'AZIMUTH MARK DISK STAMPED HENDERSON USE 1935-69, PROJECTING 2 INCHES.
 BJ5180'
 BJ5180'TO REACH THE STATION FROM THE INTERSTATE 10 AND STATE HIGHWAY 347
 BJ5180'INTERCHANGE NORTHWEST OF HENDERSON, DRIVE SOUTHWEST ALONG STATE
 BJ5180'HIGHWAY 347 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 352,
 BJ5180'TURN LEFT ON STATE HIGHWAY 352, AND GO EAST FOR 0.8 MILE TO A BLACK
 BJ5180'TOP ROAD ON THE LEFT.  GO LEFT ON THIS BLACK TOP ROAD FOR 1.2
 BJ5180'MILES TO THE STATION, WHICH IS SET ON THE RIGHT NEAR A FENCE
 BJ5180'CORNER AND A POWER POLE.
 BJ5180'
 BJ5180'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG THE
 BJ5180'BLACK TOP ROAD FOR 0.2 MILE.  THE MARK IS SET ON THE RIGHT AND NORTH
 BJ5180'OF THE ROAD NEAR A POWER POLE FOR 0.2 MILE.  THE MARK IS SET ON THE
 BJ5180'RIGHT AND NORTH OF THE ROAD NEAR A POWER POLE AND A WITNESS POST
 BJ5180'AND SIGN.
 BJ5180'
 BJ5180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 BJ5180'OF BREAUX BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5176 ***********************************************************************
 BJ5176  DESIGNATION -  HENDERSON USE 1935
 BJ5176  PID         -  BJ5176
 BJ5176  STATE/COUNTY-  LA/ST MARTIN
 BJ5176  USGS QUAD   -  CECILIA (1970)
 BJ5176
 BJ5176                         *CURRENT SURVEY CONTROL
 BJ5176  ___________________________________________________________________
 BJ5176* NAD 83(1992)-  30 19 15.46965(N)    091 48 02.79651(W)     ADJUSTED  
 BJ5176* NAVD 88     -         4.9  **(meters)      16.   **(feet)  VERTCON   
 BJ5176  **This station is located in a subsidence area (see below).
 BJ5176  ___________________________________________________________________
 BJ5176  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5176  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ5176
 BJ5176  HORZ ORDER  -  SECOND
 BJ5176
 BJ5176.The horizontal coordinates were established by classical geodetic methods
 BJ5176.and adjusted by the National Geodetic Survey in January 1993..
 BJ5176
 BJ5176 ** The orthometric height has not been validated since last determined
 BJ5176 ** by differential leveling and should not be used for control purposes.
 BJ5176 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5176 ** area with valid NAVD 88 orthometric heights.
 BJ5176 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5176 ** epoch indicated which incorporates improved geoid heights for the
 BJ5176 ** Southern Louisiana Subsidence area.
 BJ5176 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5176
 BJ5176.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5176
 BJ5176.The geoid height was determined by GEOID03.
 BJ5176
 BJ5176;                    North         East     Units Scale Factor Converg.
 BJ5176;SPC LA S     -   201,936.134   955,046.726   MT  0.99994129   -0 14 01.4
 BJ5176;SPC LA S     -   662,518.80  3,133,349.13   sFT  0.99994129   -0 14 01.4
 BJ5176;UTM  15      - 3,354,960.790   615,292.448   MT  0.99976398   +0 36 19.8
 BJ5176
 BJ5176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5176!SPC LA S     -   1.00000354  x   0.99994129  =   0.99994483
 BJ5176!UTM  15      -   1.00000354  x   0.99976398  =   0.99976752
 BJ5176
 BJ5176                          SUPERSEDED SURVEY CONTROL
 BJ5176
 BJ5176  NAD 83(1986)-  30 19 15.48988(N)    091 48 02.79141(W) AD(       ) 2
 BJ5176  NAD 27      -  30 19 14.78145(N)    091 48 02.38331(W) AD(       ) 2
 BJ5176  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 BJ5176
 BJ5176.Superseded values are not recommended for survey control.
 BJ5176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5176.See file dsdata.txt to determine how the superseded data were derived.
 BJ5176
 BJ5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1529254961(NAD 83)
 BJ5176_MARKER: P = PIPE CAP
 BJ5176_SETTING: 0 = UNSPECIFIED SETTING
 BJ5176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5176
 BJ5176  HISTORY     - Date     Condition        Report By
 BJ5176  HISTORY     - 1935     MONUMENTED       USE
 BJ5176  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5176  HISTORY     - 1960     GOOD             CGS
 BJ5176  HISTORY     - 20010730 MARK NOT FOUND   NGS
 BJ5176
 BJ5176                          STATION DESCRIPTION
 BJ5176
 BJ5176'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BJ5176'IN THE VILLAGE OF HENDERSON, BETWEEN THE SOUTHERN PACIFIC
 BJ5176'RAILWAY TRACKS AND THE HIGHWAY, ON THE HIGHWAY RIGHT-OF-WAY,
 BJ5176'ABOUT 25 FEET S OF THE CENTER LINE OF THE ROADWAY, 52 FEET
 BJ5176'N FROM THE CENTER OF THE RAILROAD MAIN LINE TRACKS, AND 165
 BJ5176'FEET W FROM THE W BANK OF A CANAL.  THE STATION IS MARKED
 BJ5176'BY A BRASS CAPPED 6-INCH IRON PIPE WHICH PROJECTS ABOUT 8
 BJ5176
 BJ5176                          STATION RECOVERY (1957)
 BJ5176
 BJ5176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5176'STATION NOT RECOVERED.  A NEW ROAD HAS BEEN CONSTRUCTED AND
 BJ5176'THE RAILROAD DISMANTLED.  REFERENCE MEASUREMENTS DID NOT
 BJ5176'CHECK.  THE PUBLISHED DESCRIPTION IS INADEQUATE.
 BJ5176
 BJ5176                          STATION RECOVERY (1960)
 BJ5176
 BJ5176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5176'THE STATION WAS VISITED 11-20-60 AND THE STATION MARK WAS FOUND
 BJ5176'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION FOR THE STATION
 BJ5176'IS VERY INADEQUATE.  THE SOUTHERN RAILROAD TRACKS HAVE BEEN
 BJ5176'TAKEN UP AND THE LOCAL MEASURMENTS ARE OF NO LONGER OF ANY
 BJ5176'VALUE.  A NEW DESCRIPTION FOLLOWS--
 BJ5176'
 BJ5176'THE STATION IS LOCATED 6.5 MILES EAST-NORTHEAST OF BREAUX
 BJ5176'BRIDGE, 1 MILE NORTHWEST OF THE NEW HENDERSON LANDING, IN
 BJ5176'THE OLD VILLAGE OF HENDERSON, NOW LOCALLY KNOWN AS LENORA,
 BJ5176'ON PROPERTY OWNED BY CONLY DUGES AND IN THE FRONT LAWN OF
 BJ5176'HIS YARD.  IT IS IN THE SW 1/4 OF SEC. 30, T 9 S., R 7 E.,
 BJ5176'25 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 25 FEET
 BJ5176'EAST OF THE CENTER OF THE DRIVEWAY LEADING TO MR. DUGES HOUSE,
 BJ5176'9 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF HIS
 BJ5176'HOUSE, 125 FEET WEST-SOUTHWEST OF THE JUNCTION OF THE
 BJ5176'EAST-WEST GRAVELED ROAD AND A GRAVELED ROAD LEADING NORTHWEST,
 BJ5176'320 FEET WEST OF THE SOUTHWEST END OF A WOODEN BRIDGE
 BJ5176'OVER BAYOU PORTAGE, 49 FEET SOUTH OF A POWER POLE, 163 FEET
 BJ5176'WEST-SOUTHWEST OF A POWER POLE AT EAST SIDE OF ROAD JUNCTION,
 BJ5176'40 FEET EAST OF THE NORTHEAST FENCE CORNER OF A PASTURE,
 BJ5176'4.5 FEET NORTHEAST OF AN 8-INCH CHINABERRY TREE, AND 1 FOOT
 BJ5176'EAST OF A METAL WITNESS POST.  IT IS A STANDARD U.S.
 BJ5176'ARMY ENGINEERS CAP RIVITED ON THE TOP OF A 4-INCH IRON PIPE
 BJ5176'PROJECTING 4 INCHES.  THE MARK IS NOT STAMPED.
 BJ5176
 BJ5176                          STATION RECOVERY (2001)
 BJ5176
 BJ5176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5176'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2672 ***********************************************************************
 CQ2672  DESIGNATION -  HENDRICKS
 CQ2672  PID         -  CQ2672
 CQ2672  STATE/COUNTY-  LA/OUACHITA
 CQ2672  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2672
 CQ2672                         *CURRENT SURVEY CONTROL
 CQ2672  ___________________________________________________________________
 CQ2672* NAD 83(1992)-  32 32 15.55471(N)    092 12 33.13131(W)     ADJUSTED  
 CQ2672* NAVD 88     -        58.78   (+/-2cm)     192.8    (feet)  VERTCON   
 CQ2672  ___________________________________________________________________
 CQ2672  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CQ2672  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2672
 CQ2672  HORZ ORDER  -  FIRST
 CQ2672  VERT ORDER  -  THIRD ? (See Below)
 CQ2672
 CQ2672.The horizontal coordinates were established by classical geodetic methods
 CQ2672.and adjusted by the National Geodetic Survey in January 1993..
 CQ2672
 CQ2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2672.The vertical order pertains to the NGVD 29 superseded value.
 CQ2672
 CQ2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2672
 CQ2672.The geoid height was determined by GEOID03.
 CQ2672
 CQ2672;                    North         East     Units Scale Factor Converg.
 CQ2672;SPC LA N     -   225,966.608 1,027,315.987   MT  0.99997313   +0 09 13.5
 CQ2672;SPC LA N     -   741,358.78  3,370,452.53   sFT  0.99997313   +0 09 13.5
 CQ2672;UTM  15      - 3,600,308.760   574,256.832   MT  0.99966799   +0 25 31.3
 CQ2672
 CQ2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2672!SPC LA N     -   0.99999484  x   0.99997313  =   0.99996797
 CQ2672!UTM  15      -   0.99999484  x   0.99966799  =   0.99966283
 CQ2672
 CQ2672|---------------------------------------------------------------------|
 CQ2672| PID    Reference Object                     Distance      Geod. Az  |
 CQ2672|                                                           dddmmss.s |
 CQ2672| CQ2684 HENDRICKS 2                          59.090 METERS 01201     |
 CQ2672| CQ2683 HENDRICKS A POINT                    65.840 METERS 02918     |
 CQ2672| CY3777 HENDRICKS RM 3                       27.350 METERS 03608     |
 CQ2672| CY3776 HENDRICKS RM 2                       99.975 METERS 07848     |
 CQ2672| CQ2665 WEST MONROE MUNICIPAL TANK          APPROX. 8.9 KM 1154129.5 |
 CQ2672| CQ2751 MONROE B P M CO WATER TANK          APPROX. 8.1 KM 1363640.8 |
 CQ2672| CQ2748 WEST MONROE B P M CO NE STACK       APPROX. 8.0 KM 1384308.3 |
 CQ2672| CQ2747 WEST MONROE B P M CO SW STACK       APPROX. 8.0 KM 1384818.5 |
 CQ2672| CQ2679 31C014 LADH 1966                    APPROX. 0.7 KM 1680444.2 |
 CQ2672| CY3775 HENDRICKS RM 1                       38.755 METERS 17131     |
 CQ2672|---------------------------------------------------------------------|
 CQ2672
 CQ2672                          SUPERSEDED SURVEY CONTROL
 CQ2672
 CQ2672  NAD 83(1986)-  32 32 15.56792(N)    092 12 33.12343(W) AD(       ) 1
 CQ2672  NAD 27      -  32 32 15.04700(N)    092 12 32.63200(W) AD(       ) 1
 CQ2672  NGVD 29 (07/19/86)   58.84   (m)          193.0    (f) LEVELING    3  
 CQ2672
 CQ2672.Superseded values are not recommended for survey control.
 CQ2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2672.See file dsdata.txt to determine how the superseded data were derived.
 CQ2672
 CQ2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7425700309(NAD 83)
 CQ2672_MARKER: DS = TRIANGULATION STATION DISK
 CQ2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2672
 CQ2672  HISTORY     - Date     Condition        Report By
 CQ2672  HISTORY     - 1931     MONUMENTED       CGS
 CQ2672  HISTORY     - 1934     GOOD             LAGS
 CQ2672  HISTORY     - 1952     SEE DESCRIPTION  CGS
 CQ2672  HISTORY     - 1966     GOOD             CGS
 CQ2672  HISTORY     - 1977     SEE DESCRIPTION  NGS
 CQ2672
 CQ2672                          STATION DESCRIPTION
 CQ2672
 CQ2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2672'STATION IS ABOUT 7 MILES WNW OF MONROE, ON LAND OWNED BY
 CQ2672'JOE HENDRICKS.  STATION IS IN BRUSH ABOUT 40 METERS (131 FEET)
 CQ2672'S OF MAIN-TRAVELED ROAD, ABOUT 90 METERS (295 FEET) N OF
 CQ2672'MR. HENDRICKS HOUSE, AND ABOUT 75 METERS (246 FEET) SW OF
 CQ2672'T-INTERSECTION OF MAIN ROAD AND A SETTLEMENT ROAD LEADING S.
 CQ2672'
 CQ2672'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2672'DISKS SET IN CONCRETE.
 CQ2672'
 CQ2672'REFERENCE MARK NO. 1 IS 5 METERS (16 FEET) NW OF OLD PATH
 CQ2672'LEADING TO HOUSE, ABOUT 50 METERS (164 FEET) N OF HOUSE,
 CQ2672'ABOUT 15 METERS (49 FEET) E OF WIRE FENCE AND PLOWED FIELD,
 CQ2672'AND 38.90 METERS (127.3 FEET) FROM STATION BEARING S 8 DEG 31 W.
 CQ2672'
 CQ2672'REFERENCE MARK NO. 2 IS 10 METERS (33 FEET) N OF CENTER
 CQ2672'LINE OF HIGHWAY, 4 METERS (13 FEET) W OF TELEPHONE POLE
 CQ2672'NO. G.S.C. 30, AND 100 METERS (328 FEET) FROM THE STATION
 CQ2672'BEARING N 78 DEG 46 MIN E.
 CQ2672'
 CQ2672'TO REACH FROM MONROE GO BY U.S. ROUTE 80 TO CROSSROADS AT
 CQ2672'YELLOW FILLING STATION AND CAFE, 2.0 MILES W OF TRAFFIC
 CQ2672'LIGHT IN WEST MONROE, THENCE N 0.6 MILE TO A GRAVELED ROAD
 CQ2672'WHICH IS A CONTINUATION OF TRENTON STREET, OF WEST MONROE,
 CQ2672'THENCE W, 3.8 MILES TO THE STATION SITE.
 CQ2672
 CQ2672                          STATION RECOVERY (1934)
 CQ2672
 CQ2672'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 CQ2672'RECOVERED AS DESCRIBED.
 CQ2672
 CQ2672                          STATION RECOVERY (1952)
 CQ2672
 CQ2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2672'THE STATION UNDERGROUND MARK, REFERENCE MARK 1 AND 2 WERE
 CQ2672'RECOVERED IN GOOD CONDITION.  A NEW SURFACE MARK AND AN
 CQ2672'ADDITIONAL REFERENCE MARK WAS SET.  NO CHECK MEASUREMENT
 CQ2672'WAS MADE TO REFERENCE MARK 2 BECAUSE OF A BUILDING ON LINE.
 CQ2672'THE DISTANCE TO REFERENCE MARK 1 WAS IN DISAGREEMENT.  NO
 CQ2672'SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 CQ2672'PRESENT OWNER OF THE PROPERTY IS ELVIN GREEN.  A COMPLETE
 CQ2672'NEW DESCRIPTION FOLLOWS.
 CQ2672'
 CQ2672'THE STATION IS ABOUT 9 MILES EAST AND 2 MILES NORTH OF THE
 CQ2672'VILLAGE OF CALHOUN AND ABOUT 6 MILES WEST-NORTHWEST OF WEST
 CQ2672'MONROE.  THE MARK IS 42 FEET WEST OF THE NORTHWEST CORNER
 CQ2672'OF A STORE AND SERVICE STATION AND 121 FEET SOUTH OF THE
 CQ2672'CENTER OF A PAVED ROAD.
 CQ2672'
 CQ2672'TO REACH THE STATION FROM A BRIDGE SPANNING THE OUACHITA
 CQ2672'RIVER IN WEST MONROE, GO WESTERLY ON U.S. HIGHWAY 80 FOR
 CQ2672'6.2 MILES TO A STORE AND A T-JUNCTION ON THE RIGHT, TURN
 CQ2672'RIGHT (NORTH) GO 1.7 MILES ON A GRAVELED ROAD TO A T-JUNCTION,
 CQ2672'TURN RIGHT (EAST) GO 0.5 MILE ON A PAVED ROAD TO THE STATION
 CQ2672'ON THE RIGHT.
 CQ2672'
 CQ2672'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 CQ2672'STAMPED HENDRICKS 1931.
 CQ2672'
 CQ2672'REFERENCE MARK 1 IS 17 FEET SOUTHEAST OF A 10-INCH PINE
 CQ2672'TREE AND 15 FEET NORTHWEST OF THE CENTER OF A PRIVATE DRIVEWAY.
 CQ2672'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HENDRICKS
 CQ2672'1931 NO 1.
 CQ2672'
 CQ2672'REFERENCE MARK 2 IS 32 FEET NORTHWEST OF THE CENTER OF THE
 CQ2672'PAVED ROAD AND 10 FEET NORTHWEST OF A POWER LINE POLE.  THE
 CQ2672'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HENDRICKS
 CQ2672'1931 NO 2.
 CQ2672'
 CQ2672'REFERENCE MARK 3 IS 45 FEET SOUTH OF THE CENTER OF THE PAVED
 CQ2672'ROAD, 33 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE STORE
 CQ2672'AND SERVICE STATION AND 2 FEET WEST OF A 6-INCH PINE TREE.
 CQ2672'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 CQ2672'HENDRICKS NO 3 1952.
 CQ2672'
 CQ2672'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ2672
 CQ2672                          STATION RECOVERY (1966)
 CQ2672
 CQ2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ2672'THE STATION SURFACE MARK AND REFERENCE MARKS 1 AND 3 WERE
 CQ2672'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CQ2672'STATION IS ABOUT 7 MILES WEST NORTHWEST OF MONROE, LOUISIANA.
 CQ2672'STATION IS LOCATED BEHIND MILSTEADS STORE AND SERVICE STATION
 CQ2672'AT INTERSECTION OF AVANT ROAD AND LA. HIGHWAY 616.  STATION
 CQ2672'IS 1.42 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN,
 CQ2672'22.80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MILSTEAD
 CQ2672'RESIDENCE, 41.50 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CQ2672'OF THE RESIDENCE, 24.4 FEET EAST OF NORTH-SOUTH FENCE, 59.8
 CQ2672'FEET NORTH OF EAST-WEST FENCE AND 46.95 FEET WEST OF
 CQ2672'SOUTHWEST CORNER OF THE MILSTEAD GARAGE.
 CQ2672'
 CQ2672'STATION IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 CQ2672'POST EVEN WITH THE SURFACE OF THE GROUND.  STATION IS STAMPED
 CQ2672'HENDRICKS 1931.
 CQ2672'
 CQ2672'TO REACH THIS STATION FROM THE WELLS ROAD, INTERCHANGE ON
 CQ2672'INTERSTATE 20, FOLLOW ALONG WELLS ROAD NORTH FOR 0.25 MILE
 CQ2672'TO THE INTERSECTION WITH U.S. HIGHWAY 80, THENCE WEST ALONG
 CQ2672'U.S. 80 FOR 0.42 MILE TO INTERSECTION WITH AVANT ROAD LEADING
 CQ2672'NORTH, THENCE NORTH AND WEST ALONG AVANT ROAD FOR 1.80 MILES
 CQ2672'TO THE STATION SET BEHIND MILSTEADS STORE ON THE SOUTH-WEST
 CQ2672'QUADRANT AT THE INTERSECTION OF AVANT ROAD AND LA. HIGHWAY
 CQ2672'616.
 CQ2672'
 CQ2672'HENDRICKS REFERENCE MARK NO. 3 1952 WAS RECOVERED.  FOLLOWING
 CQ2672'IS NEW DESCRIPTION--MARK IS 22.70 FEET SOUTHWEST OF NORTHWEST
 CQ2672'CORNER OF MILSTEADS STORE, 29.55 FEET NORTH OF SOUTHWEST
 CQ2672'CORNER OF MILSTEADS STORE, 16.70 FEET SOUTHWEST OF A 36
 CQ2672'INCH PINE TREE, 45.6 FEET SOUTH OF CENTERLINE OF LA. HIGHWAY
 CQ2672'616, 28.3 FEET SOUTHWEST OF POST FOR SHELL OIL SIGN, AND
 CQ2672'89.70 FEET NORTH OF STATION HENDRICKS.
 CQ2672'
 CQ2672'HENDRICKS R.M. NO. 1 WAS RECOVERED, FOLLOWING IS NEW DESCRIPTION--
 CQ2672'MARK IS 127.0 FEET SOUTH OF STATION HENDRICKS, 15.2 FEET
 CQ2672'SOUTHWEST OF 15 INCH HOLLY TREE, 67.0 FEET SOUTH OF EAST-WEST
 CQ2672'FENCE, 143.0 FEET WEST OF CENTERLINE OF AVANT ROAD, AND
 CQ2672'150 FEET NORTH OF H.R. ARLIG RESIDENCE.
 CQ2672
 CQ2672                          STATION RECOVERY (1977)
 CQ2672
 CQ2672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 CQ2672'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 CQ2672'MARKS NO. 1 AND NO. 3 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CQ2672'MARK 31C014 (LDH) WAS OBSTRUCTED FROM THE STATION BY TREES WHICH
 CQ2672'COULD NOT BE CUT.  THE STATION AND REFERENCE MARK NO. 3 WERE
 CQ2672'REQUESTED MOVED BY THE PROPERTY OWNER MR. JOHN C ROY.  THIS WAS
 CQ2672'DONE BY ESTABLISHING A NEW STATION HENDRICKS 2 1977, 59.054
 CQ2672'METERS NORTH OF THE STATION ON PROPERTY OWNED BY VIRGINIA EVANS
 CQ2672'WHO LIVES ABOUT 400 FEET NORTH OF THE STATION.  REFERENCE MARKS
 CQ2672'NO. 4 AND 5 AND A NEW AZIMUTH MARK WAS ESTABLISHED.  A POLARIS
 CQ2672'OBSERVATION WAS MADE FOR THE AZIMUTH MARK.  THE AZIMUTH
 CQ2672'MARK IS ON PROPERTY OWNED BY MR. LOUIS WELLS WHO LIVES ABOUT
 CQ2672'300 YARDS NORTH OF THE MARK.  THE STATION MARK AND REFERENCE MARK
 CQ2672'NO. 3 WERE DESTROYED AT THIS DATE AND THE DISK RECLAIMED.
 CQ2672'REFERENCE MARK NO. 1 WAS LEFT INTACT AND IS ON PROPERTY OWNED BY
 CQ2672'MRS. H.R. ARLIG.
 CQ2672'
 CQ2672'SEE DESCRIPTION FOR HENDRICKS 2 1977.
 CQ2672'
 CQ2672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES
 CQ2672'NNW OF MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2684 ***********************************************************************
 CQ2684  DESIGNATION -  HENDRICKS 2
 CQ2684  PID         -  CQ2684
 CQ2684  STATE/COUNTY-  LA/OUACHITA
 CQ2684  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2684
 CQ2684                         *CURRENT SURVEY CONTROL
 CQ2684  ___________________________________________________________________
 CQ2684* NAD 83(1992)-  32 32 17.43093(N)    092 12 32.66004(W)     ADJUSTED  
 CQ2684* NAVD 88     -        58.19   (+/-2cm)     190.9    (feet)  VERTCON   
 CQ2684  ___________________________________________________________________
 CQ2684  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CQ2684  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2684
 CQ2684  HORZ ORDER  -  SECOND
 CQ2684  VERT ORDER  -  THIRD ? (See Below)
 CQ2684
 CQ2684.The horizontal coordinates were established by classical geodetic methods
 CQ2684.and adjusted by the National Geodetic Survey in January 1993..
 CQ2684.No horizontal observational check was made to the station.
 CQ2684
 CQ2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2684.The vertical order pertains to the NGVD 29 superseded value.
 CQ2684
 CQ2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2684
 CQ2684.The geoid height was determined by GEOID03.
 CQ2684
 CQ2684;                    North         East     Units Scale Factor Converg.
 CQ2684;SPC LA N     -   226,024.435 1,027,328.129   MT  0.99997323   +0 09 13.7
 CQ2684;SPC LA N     -   741,548.50  3,370,492.37   sFT  0.99997323   +0 09 13.7
 CQ2684;UTM  15      - 3,600,366.627   574,268.696   MT  0.99966802   +0 25 31.5
 CQ2684
 CQ2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2684!SPC LA N     -   0.99999493  x   0.99997323  =   0.99996816
 CQ2684!UTM  15      -   0.99999493  x   0.99966802  =   0.99966295
 CQ2684
 CQ2684|---------------------------------------------------------------------|
 CQ2684| PID    Reference Object                     Distance      Geod. Az  |
 CQ2684|                                                           dddmmss.s |
 CQ2684| CQ2683 HENDRICKS A POINT                    19.920 METERS 09105     |
 CQ2684| CQ2682 HENDRICKS 2 AZ MK 1977              176.436 METERS 09105     |
 CQ2684| CQ2672 HENDRICKS                            59.090 METERS 19201     |
 CQ2684| CY3778 HENDRICKS 2 RM 4                     15.667 METERS 22854     |
 CQ2684| CY3779 HENDRICKS 2 RM 5                     28.157 METERS 29841     |
 CQ2684|---------------------------------------------------------------------|
 CQ2684
 CQ2684                          SUPERSEDED SURVEY CONTROL
 CQ2684
 CQ2684  NAD 83(1986)-  32 32 17.44416(N)    092 12 32.65220(W) AD(       ) 2
 CQ2684  NAD 27      -  32 32 16.92321(N)    092 12 32.16070(W) AD(       ) 2
 CQ2684  NGVD 29 (07/19/86)   58.25   (m)          191.1    (f) LEVELING    3  
 CQ2684
 CQ2684.Superseded values are not recommended for survey control.
 CQ2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2684.See file dsdata.txt to determine how the superseded data were derived.
 CQ2684
 CQ2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7426900367(NAD 83)
 CQ2684_MARKER: DS = TRIANGULATION STATION DISK
 CQ2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2684_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2684
 CQ2684  HISTORY     - Date     Condition        Report By
 CQ2684  HISTORY     - 1977     MONUMENTED       CGS
 CQ2684
 CQ2684                          STATION DESCRIPTION
 CQ2684
 CQ2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1977 (AKH)
 CQ2684'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST OF MONROE ON
 CQ2684'THE PROPERTY OWNED BY VIRGINIA EVANS, AT THE INTERSECTION OF GREEN
 CQ2684'RD. AND LOUISIANA STATE HIGHWAY 616, ACROSS THE HIGHWAY FROM THE
 CQ2684'ST. JOHNS GROCERY STORE, IN THE SOUTHWEST CORNER OF THE EVANS
 CQ2684'PROPERTY.  IT IS 70 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 CQ2684'616, 26 FEET WEST OF THE DRIVEWAY TO THE EVANS HOUSE, 51.5 FEET
 CQ2684'NORTHEAST OF A POWER POLE, 36 FEET NORTH-NORTHWEST OF THE
 CQ2684'NORTH END OF A METAL GATE, 40 FEET NORTH OF AN EAST-WEST
 CQ2684'FENCE LINE, 88 FEET NORTHEAST OF A FENCE CORNER, 84 FEET EAST
 CQ2684'OF A NORTH-SOUTH FENCE LINE, 54 FEET NORTHEAST OF THE
 CQ2684'PROJECTED PLANE OF THE NORTHEAST WALL OF THE ST. JOHN STORE,
 CQ2684'28.5 FEET NORTHEAST OF A LONE PINE TREE, 122 FEET NORTH OF THE
 CQ2684'PROJECTED CENTERLINE OF GREEN ROAD, AND 1 FOOT WEST OF A METAL
 CQ2684'WITNESS POST.  IT IS A STANDARD DISK STAMPED HENDRICKS 2
 CQ2684'1977, FLUSH WITH THE GROUND.
 CQ2684'
 CQ2684'TO REACH FROM THE WELLS ROAD INTERSECTION WITH INTERSTATE 10,
 CQ2684'WEST OF MONROE, GO NORTH ON WELLS ROAD FOR 0.25 MILE TO U.S.
 CQ2684'HIGHWAY 80, TURN LEFT AND GO WEST ON U.S. HIGHWAY 80 FOR 0.5 MILE
 CQ2684'TO AVANT ROAD, TURN RIGHT AND GO NORTH ON AVANT ROAD FOR 1.1 MILES
 CQ2684'TO GREEN ROAD JUST AFTER THE CREST OF A HILL, TURN RIGHT ON GREEN
 CQ2684'ROAD AND GO NORTH FOR 0.9 MILES TO ITS INTERSECTION WITH STATE
 CQ2684'HIGHWAY 616 AND THE ST. JOHN STORE IN THE SOUTHWEST ANGLE OF
 CQ2684'THE INTERSECTION AND THE STATION ACROSS THE HIGHWAY NORTH OF
 CQ2684'THE STORE.
 CQ2684'
 CQ2684'REFERENCE MARK NO. 4 IS 51.40 FEET SOUTHWEST OF THE STATION.
 CQ2684'IT IS 31.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 616, 63
 CQ2684'FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE EVANS HOUSE, 44
 CQ2684'FEET EAST OF A FENCE CORNER 2 FEET WEST OF A POWER POLE WITH A
 CQ2684'TRANSFORMER AND 1.5 FEET NORTH OF A FENCE LINE.  IT IS A
 CQ2684'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CQ2684'POST PROJECTING 1 INCH, STAMPED HENDRICKS 2 NO 4 1977.
 CQ2684'
 CQ2684'REFERENCE MARK NO. 5 IS 92.38 FEET WEST-NORTHWEST OF THE STATION.
 CQ2684'IT IS 2 FEET EAST OF A FENCE LINE, 75 FEET NORTH OF A FENCE CORNER,
 CQ2684'22.5 FEET SOUTH-SOUTHWEST OF A 2-FOOT OAK TREE, 48.5 FEET
 CQ2684'NORTH-NORTHEAST OF A SERVICE POLE, AND 105 FEET NORTH OF THE
 CQ2684'CENTER OF STATE HIGHWAY 616.  IT IS A REFERENCE MARK DISK SET
 CQ2684'IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE
 CQ2684'GROUND AND STAMPED HENDRICKS 2 NO 5 1977.
 CQ2684'
 CQ2684'THE AZIMUTH MARK IS 176.438 METERS EAST OF THE STATION ON THE
 CQ2684'EAST OF THE CONCRETE DRIVEWAY TO THE LOUIS WELLS HOUSE, 119 FEET
 CQ2684'NORTH OF THE CENTER OF STATE HIGHWAY 616, 70 FEET NORTH OF THE
 CQ2684'EAST ONE OF TWO BRICK PILLARS, 12 FEET EAST OF THE EAST EDGE OF
 CQ2684'THE CONCRETE DRIVEWAY, 6 FEET NORTH OF THE NORTH END OF A METAL
 CQ2684'GATE AND 1 FOOT WEST OF THE FENCE LINE AND WITNESS POST.  IT IS
 CQ2684'AN AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CQ2684'FLUSH WITH THE GROUND.  IT IS STAMPED HENDRICKS 2 1977.
 CQ2684'
 CQ2684'NEAREST TOWN--MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2682 ***********************************************************************
 CQ2682  DESIGNATION -  HENDRICKS 2 AZ MK 1977
 CQ2682  PID         -  CQ2682
 CQ2682  STATE/COUNTY-  LA/OUACHITA
 CQ2682  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ2682
 CQ2682                         *CURRENT SURVEY CONTROL
 CQ2682  ___________________________________________________________________
 CQ2682* NAD 83(1992)-  32 32 17.32214(N)    092 12 25.89960(W)     ADJUSTED  
 CQ2682* NAVD 88     -        58.5    (meters)     192.     (feet)  VERTCON   
 CQ2682  ___________________________________________________________________
 CQ2682  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CQ2682  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2682
 CQ2682  HORZ ORDER  -  THIRD
 CQ2682
 CQ2682.The horizontal coordinates were established by classical geodetic methods
 CQ2682.and adjusted by the National Geodetic Survey in January 1993..
 CQ2682.No horizontal observational check was made to the station.
 CQ2682
 CQ2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2682
 CQ2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2682
 CQ2682.The geoid height was determined by GEOID03.
 CQ2682
 CQ2682;                    North         East     Units Scale Factor Converg.
 CQ2682;SPC LA N     -   226,021.559 1,027,504.537   MT  0.99997322   +0 09 17.3
 CQ2682;SPC LA N     -   741,539.06  3,371,071.14   sFT  0.99997322   +0 09 17.3
 CQ2682;UTM  15      - 3,600,364.588   574,445.062   MT  0.99966834   +0 25 35.2
 CQ2682
 CQ2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2682!SPC LA N     -   0.99999487  x   0.99997322  =   0.99996809
 CQ2682!UTM  15      -   0.99999487  x   0.99966834  =   0.99966322
 CQ2682
 CQ2682                          SUPERSEDED SURVEY CONTROL
 CQ2682
 CQ2682  NAD 83(1986)-  32 32 17.33552(N)    092 12 25.89175(W) AD(       ) 3
 CQ2682  NAD 27      -  32 32 16.81435(N)    092 12 25.40041(W) AD(       ) 3
 CQ2682  NGVD 29 (07/19/86)   58.6    (m)          192.     (f) VERT ANG       
 CQ2682
 CQ2682.Superseded values are not recommended for survey control.
 CQ2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2682.See file dsdata.txt to determine how the superseded data were derived.
 CQ2682
 CQ2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7444500365(NAD 83)
 CQ2682_MARKER: DZ = AZIMUTH MARK DISK
 CQ2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2682+STABILITY: SURFACE MOTION
 CQ2682
 CQ2682  HISTORY     - Date     Condition        Report By
 CQ2682  HISTORY     - 1977     MONUMENTED       CGS
 CQ2682
 CQ2682                          STATION DESCRIPTION
 CQ2682
 CQ2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1977 (AKH)
 CQ2682'HENDRICKS 2 IS LOCATED ABOUT 7 MILES WEST-NORTHWEST OF MONROE ON THE
 CQ2682'PROPERTY OWNED BY VIRGINIA EVANS, AT THE INTERSECTION OF GREEN
 CQ2682'RD. AND LOUISIANA STATE HIGHWAY 616, ACROSS THE HIGHWAY FROM THE
 CQ2682'ST. JOHNS GROCERY STORE, IN THE SOUTHWEST CORNER OF THE EVANS
 CQ2682'PROPERTY.  IT IS 70 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 CQ2682'616, 26 FEET WEST OF THE DRIVEWAY TO THE EVANS HOUSE, 51.5 FEET
 CQ2682'NORTHEAST OF A POWER POLE, 36 FEET NORTH-NORTHWEST OF THE NORTH END
 CQ2682'OF A METAL GATE, 40 FEET NORTH OF AN EAST-WEST FENCE LINE, 88 FEET
 CQ2682'NORTHEAST OF A FENCE CORNER, 84 FEET EAST OF A NORTH-SOUTH FENCE
 CQ2682'LINE, 54 FEET NORTHEAST OF THE PROJECTED PLANE OF THE NORTHEAST
 CQ2682'WALL OF THE ST. JOHN STORE, 28.5 FEET NORTHEAST OF A LONE
 CQ2682'PINE TREE, 122 FEET NORTH OF THE PROJECTED CENTERLINE OF GREEN
 CQ2682'ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 CQ2682'DISK STAMPED HENDRICKS 2 1977, FLUSH WITH THE GROUND.
 CQ2682'
 CQ2682'TO REACH HENDRICKS 2 FROM THE WELLS ROAD INTERSECTION WIH INTERSTATE
 CQ2682'10, WEST OF MONROE, GO NORTH ON WELLS ROAD FOR 0.25 MILES TO U.S.
 CQ2682'HIGHWAY 80, TURN LEFT AND GO WEST ON U.S. HIGHWAY 80 FOR 0.5 MILE
 CQ2682'TO AVANT ROAD, TURN RIGHT AND GO NORTH ON AVANT ROAD FOR 1.1 MILES
 CQ2682'TO GREEN ROAD JUST AFTER THE CREST OF A HILL, TURN RIGHT ON GREEN
 CQ2682'ROAD AND GO NORTH FOR 0.9 MILES TO ITS INTERSECTION WITH STATE
 CQ2682'HIGHWAY 616 AND THE ST. JOHN STORE IN THE SOUTHWEST ANGLE OF THE
 CQ2682'INTERSECTION AND THE STATION ACROSS THE HIGHWAY NORTH OF THE
 CQ2682'STORE.
 CQ2682'
 CQ2682'THE AZIMUTH MARK IS 176.438 METERS EAST OF THE STATION ON THE
 CQ2682'EAST OF THE CONCRETE DRIVEWAY TO THE LOUIS WELLS HOUSE, 119 FEET
 CQ2682'NORTH OF THE CENTER OF STATE HIGHWAY 616, 70 FEET NORTH OF THE
 CQ2682'EAST ONE OF TWO BRICK PILLARS, 12 FEET EAST OF THE EAST EDGE OF
 CQ2682'THE CONCRETE DRIVEWAY, 6 FEET NORTH OF THE NORTH END OF A METAL
 CQ2682'GATE AND 1 FOOT WEST OF THE FENCE LINE AND WITNESS POST.  IT IS
 CQ2682'AN AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CQ2682'POST FLUSH WITH THE GROUND.  IT IS STAMPED HENDRICKS 2 1977.
 CQ2682'
 CQ2682'NEAREST TOWN--MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0601 ***********************************************************************
 AV0601  DESIGNATION -  HENRY
 AV0601  PID         -  AV0601
 AV0601  STATE/COUNTY-  LA/VERMILION
 AV0601  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0601
 AV0601                         *CURRENT SURVEY CONTROL
 AV0601  ___________________________________________________________________
 AV0601* NAD 83(1992)-  29 53 04.86141(N)    092 03 22.67685(W)     ADJUSTED  
 AV0601* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 AV0601  **This station is located in a subsidence area (see below).
 AV0601  ___________________________________________________________________
 AV0601  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AV0601  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AV0601
 AV0601  HORZ ORDER  -  SECOND
 AV0601
 AV0601.The horizontal coordinates were established by classical geodetic methods
 AV0601.and adjusted by the National Geodetic Survey in January 1993..
 AV0601
 AV0601 ** The orthometric height has not been validated since last determined
 AV0601 ** by differential leveling and should not be used for control purposes.
 AV0601 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0601 ** area with valid NAVD 88 orthometric heights.
 AV0601 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0601 ** epoch indicated which incorporates improved geoid heights for the
 AV0601 ** Southern Louisiana Subsidence area.
 AV0601 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0601
 AV0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0601
 AV0601.The geoid height was determined by GEOID03.
 AV0601
 AV0601;                    North         East     Units Scale Factor Converg.
 AV0601;SPC LA S     -   153,704.666   930,168.718   MT  0.99992779   -0 21 41.4
 AV0601;SPC LA S     -   504,279.39  3,051,728.54   sFT  0.99992779   -0 21 41.4
 AV0601;UTM  15      - 3,306,381.422   591,124.902   MT  0.99970245   +0 28 12.9
 AV0601
 AV0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0601!SPC LA S     -   1.00000372  x   0.99992779  =   0.99993151
 AV0601!UTM  15      -   1.00000372  x   0.99970245  =   0.99970617
 AV0601
 AV0601:                Primary Azimuth Mark                     Grid Az
 AV0601:SPC LA S     -  ERATH S CENTRAL BEL TEL MAST             017 55 09.3
 AV0601:UTM  15      -  ERATH S CENTRAL BEL TEL MAST             017 05 15.0
 AV0601
 AV0601|---------------------------------------------------------------------|
 AV0601| PID    Reference Object                     Distance      Geod. Az  |
 AV0601|                                                           dddmmss.s |
 AV0601| AV0599 ERATH S CENTRAL BEL TEL MAST        APPROX. 4.0 KM 0173327.9 |
 AV0601| AV0600 HENRY LDH 1974 RM 1                  18.191 METERS 04858     |
 AV0601| CV9878 HENRY RM 2                           14.373 METERS 08709     |
 AV0601| CV9877 HENRY AZ MK                                        1761915.8 |
 AV0601|---------------------------------------------------------------------|
 AV0601
 AV0601                          SUPERSEDED SURVEY CONTROL
 AV0601
 AV0601  NAD 83(1986)-  29 53 04.88162(N)    092 03 22.67026(W) AD(       ) 2
 AV0601  NAD 27      -  29 53 04.13364(N)    092 03 22.22254(W) AD(       ) 2
 AV0601  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AV0601
 AV0601.Superseded values are not recommended for survey control.
 AV0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0601.See file dsdata.txt to determine how the superseded data were derived.
 AV0601
 AV0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9112506381(NAD 83)
 AV0601_MARKER: DD = SURVEY DISK
 AV0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0601
 AV0601  HISTORY     - Date     Condition        Report By
 AV0601  HISTORY     - 1974     MONUMENTED       LADH
 AV0601  HISTORY     - 19861006 MARK NOT FOUND   LOCSUR
 AV0601
 AV0601                          STATION DESCRIPTION
 AV0601
 AV0601'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AV0601'THE STATION IS LOCATED 5 MILES SOUTH-SOUTHWEST OF ERATH, 8.5 MILES
 AV0601'SOUTHEAST OF ABBEVILLE, AND 6 MILES SOUTHWEST OF DELCAMBRE, IN THE
 AV0601'NORTHEAST QUARTER OF SECTION 28, T13S, R4E, AND ON PROPERTY OWNED
 AV0601'BY MR. HENRY P. LIBERSAT, RT. 1, BOX 202, ERATH, LA., TELEPHONE
 AV0601'937-4785.
 AV0601'
 AV0601'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND 331 IN
 AV0601'WEST ERATH, GO SOUTH ALONG STATE HIGHWAY 331 FOR 5.5 MILES TO THE
 AV0601'STATION AND A BRICK HOUSE ON THE RIGHT AND WEST OF THE HIGHWAY.
 AV0601'THE STATION IS SET JUST NORTHEAST OF THE HOUSE NEAR A FENCE RUNNING
 AV0601'EAST AND WEST.
 AV0601'
 AV0601'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 AV0601'HIGHWAY 331 FOR 0.4 MILE TO THE MARK SET ON THE LEFT AND EAST OF THE
 AV0601'HIGHWAY NEAR A GATE.
 AV0601'
 AV0601'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0601'U. S. COAST AND GEDETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0601'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AV0601'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0601'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AV0601'STAMPED HENRY 1974.  THE MARK IS 74 FEET NORTHWEST OF THE CENTER OF
 AV0601'STATE HIGHWAY 331, 28 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AV0601'THE LIBERSAT RESIDENCE, 27 FEET SOUTH OF A POWER POLE, AND 2 FEET
 AV0601'SOUTH-SOUTHWEST OF A FENCE.
 AV0601'
 AV0601'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0601'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0601'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0601'STAMPED HENRY RM 1 1974.  IT IS 41 FEET SOUTHWEST OF A TELEPHONE
 AV0601'POLE, 32 FEET SOUTHEAST OF A VENT ON A PIPELINE RIGHT-OF-WAY, 28 FEET
 AV0601'NORTHWEST OF THE CENTER OF STATE HIGHWAY 331, 17 FEET
 AV0601'NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND 2 FEET NORTHWEST
 AV0601'OF A FENCE.
 AV0601'
 AV0601'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0601'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0601'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0601'STAMPED HENRY RM 2 1974.  IT IS 27 FEET NORTHWEST OF THE CENTER OF
 AV0601'STATE HIGHWAY 331, 27 FEET NORTH-NORTHEAST OF THE CENTER OF A
 AV0601'SHELL DRIVE LEADING TO THE LIBERSAT RESIDENCE, 2.5 FEET SOUTHWEST
 AV0601'OF A METAL WITNESS POST AND SIGN.
 AV0601'
 AV0601'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0601'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0601'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0601'STAMPED HENRY AZ. MK. 1974.  IT IS 29 FEET EAST OF THE CENTER OF
 AV0601'STATE HIGHWAY 331, 14 FEET SOUTH OF THE CENTER OF A METAL FIELD GATE,
 AV0601'8 FEET EAST OF SOUTH END OF A CONCRETE SIDE DRAIN, 2 FEET WEST OF A
 AV0601'FENCE, AND 2 FEET NORTH OF METAL WITNESS POST AND SIGN.
 AV0601'
 AV0601'NEAREAST TOWN--ERATH.
 AV0601
 AV0601                          STATION RECOVERY (1986)
 AV0601
 AV0601'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBT)
 AV0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0828 ***********************************************************************
 AV0828  DESIGNATION -  HENRY
 AV0828  PID         -  AV0828
 AV0828  STATE/COUNTY-  LA/CAMERON
 AV0828  USGS QUAD   -  HOLLY BEACH (1982)
 AV0828
 AV0828                         *CURRENT SURVEY CONTROL
 AV0828  ___________________________________________________________________
 AV0828* NAD 83(1992)-  29 46 11.58967(N)    093 26 35.36416(W)     ADJUSTED  
 AV0828* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0828  **This station is located in a subsidence area (see below).
 AV0828  ___________________________________________________________________
 AV0828  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AV0828  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AV0828
 AV0828  HORZ ORDER  -  THIRD
 AV0828
 AV0828.The horizontal coordinates were established by classical geodetic methods
 AV0828.and adjusted by the National Geodetic Survey in January 1993..
 AV0828
 AV0828 ** The orthometric height has not been validated since last determined
 AV0828 ** by differential leveling and should not be used for control purposes.
 AV0828 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0828 ** area with valid NAVD 88 orthometric heights.
 AV0828 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0828 ** epoch indicated which incorporates improved geoid heights for the
 AV0828 ** Southern Louisiana Subsidence area.
 AV0828 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0828.The orthometric height was scaled from a topographic map.
 AV0828
 AV0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0828
 AV0828.The geoid height was determined by GEOID03.
 AV0828
 AV0828;                    North         East     Units Scale Factor Converg.
 AV0828;SPC LA S     -   142,638.189   795,988.006   MT  0.99993382   -1 03 17.8
 AV0828;SPC LA S     -   467,972.13  2,611,503.98   sFT  0.99993382   -1 03 17.8
 AV0828;UTM  15      - 3,293,369.565   457,160.078   MT  0.99962264   -0 13 12.1
 AV0828
 AV0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0828!SPC LA S     -   1.00000389  x   0.99993382  =   0.99993771
 AV0828!UTM  15      -   1.00000389  x   0.99962264  =   0.99962653
 AV0828
 AV0828|---------------------------------------------------------------------|
 AV0828| PID    Reference Object                     Distance      Geod. Az  |
 AV0828|                                                           dddmmss.s |
 AV0828| CV9879 HENRY RM 1                            8.148 METERS 04401     |
 AV0828| AV0361 HENRY AZ MK                                        0725327.3 |
 AV0828| CV9880 HENRY RM 2                            8.149 METERS 14110     |
 AV0828|---------------------------------------------------------------------|
 AV0828
 AV0828                          SUPERSEDED SURVEY CONTROL
 AV0828
 AV0828  NAD 83(1986)-  29 46 11.61446(N)    093 26 35.34601(W) AD(       ) 3
 AV0828  NAD 27      -  29 46 10.80300(N)    093 26 34.78400(W) AD(       ) 3
 AV0828
 AV0828.Superseded values are not recommended for survey control.
 AV0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0828.See file dsdata.txt to determine how the superseded data were derived.
 AV0828
 AV0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN5716093370(NAD 83)
 AV0828_MARKER: DS = TRIANGULATION STATION DISK
 AV0828_SETTING: 0 = UNSPECIFIED SETTING
 AV0828
 AV0828  HISTORY     - Date     Condition        Report By
 AV0828  HISTORY     - 1955     MONUMENTED       CGS
 AV0828  HISTORY     - 1963     MARK NOT FOUND   CGS
 AV0828  HISTORY     - 1965     MARK NOT FOUND   CGS
 AV0828
 AV0828                          STATION DESCRIPTION
 AV0828
 AV0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0828'THE STATION IS LOCATED 7.5 MILES WEST SOUTHWEST OF CAMERON,
 AV0828'1.3 MILES EAST OF HOLLY BEACH AND 73 FEET NORTH OF THE BEACH
 AV0828'LINE.
 AV0828'
 AV0828'THE STATION MARK IS A CORPS OF ENGINEERS, TRAVERSE STATION, DISK
 AV0828'SET IN A 6 INCH CONCRETE FILLED PIPE.  THE DISK IS STAMPED
 AV0828'HENRY 1952.  THE MARK PROJECTS 8 INCHES.
 AV0828'
 AV0828'REFERENCE MARK 1 IS A STANDARD DISK SET IN CONCRETE.
 AV0828'THE DISK IS STAMPED HENRY USE NO 1 1955.  THE
 AV0828'MARK PROJECTS 4 INCHES.
 AV0828'
 AV0828'REFERENCE MARK 2 IS A STANDARD DISK SET IN CONCRETE.
 AV0828'THE DISK IS STAMPED HENRY USE NO 2 1955.  THE
 AV0828'MARK PROJECTS 5 INCHES.
 AV0828'
 AV0828'THE AZIMUTH MARK IS LOCATED 0.3 MILE EAST NORTHEAST OF THE
 AV0828'STATION IN THE SOUTHWEST ANGLE OF INTERSECTION OF STATE
 AV0828'HIGHWAY 27 AND A T-ROAD LEADING SOUTH.  IT IS 28.6 FEET SOUTH
 AV0828'OF CENTERLINE OF STATE HIGHWAY 27, 80.5 FEET WEST OF THE
 AV0828'CENTERLINE OF T-ROAD LEADING SOUTH, 4.5 FEET WEST OF TELEPHONE
 AV0828'POLE NO. 730 AND 3 FEET WEST OF A 4 IN BY 4 INCH WHITE WITNESS
 AV0828'POST.  THE AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 AV0828'THE DISK IS STAMPED HENRY USE 1955.
 AV0828'THE MARK PROJECTS 4 INCHES.
 AV0828'
 AV0828'TO REACH THE STATION FROM SCHEXNIDERS GROCERY AND SERVICE STATION
 AV0828'ALONG STATE HIGHWAY 27 IN HOLLY BEACH GO EAST 50 YARDS TO
 AV0828'T-STREET LEADING SOUTH, GO SOUTH FOR 0.15 MILE TO T-JUNCTION,
 AV0828'TURN LEFT AND GO EAST 0.35 MILE TO END OF SHELL ROAD, BEAR
 AV0828'LEFT A FEW YARDS THENCE EAST ON DIM TRACK ROAD ALONG THE BEACH
 AV0828'0.3 MILE TO THE STATION.
 AV0828'
 AV0828'THE STATION MARK IS IN THE CENTER OF A 50 FOOT OBSERVATION TOWER
 AV0828'WHICH IS ERECTED OVER THE MARK.
 AV0828
 AV0828                          STATION RECOVERY (1963)
 AV0828
 AV0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AV0828'THE STATION AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR
 AV0828'BUT NOT FOUND.  PART OF WHAT WAS ASSUMED TO BE THE OLD WOOD
 AV0828'TOWER IS STILL IN EXISTANCE AND MARKS ON IT INDICATE THAT
 AV0828'THE BEACH HAS ERODED AWAY TO A DEPTH OF ABOUT 3-1/2 FEET
 AV0828'AT THIS POINT.  THE STATION IS ASSUMED TO BE LOST.
 AV0828'
 AV0828'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AV0828
 AV0828                          STATION RECOVERY (1965)
 AV0828
 AV0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0828'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0828'
 AV0828'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0828'
 AV0828'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0828'
 AV0828'THE AZIMUTH MARK, STAMPED HENRY U S E 1955, IS ABOUT 0.85 MILE
 AV0828'EAST ALONG STATE HIGHWAY 27 FROM THE CATHOLIC CHURCH AT HOLLY
 AV0828'BEACH, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 81
 AV0828'FEET WEST OF THE CENTER LINE OF A T-ROAD LEADING SOUTH TO AN
 AV0828'OIL PUMPING STATION, 4-1/2 FEET WEST OF TELEPHONE POLE NUMBER
 AV0828'935, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 AV0828'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 AV0828'
 AV0828'NOTE--THIS MARK IS SET IN THE SOUTH HIGHWAY DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2925 ***********************************************************************
 CQ2925  CBN         -  This is a Cooperative Base Network Control Station.
 CQ2925  DESIGNATION -  HENRY
 CQ2925  PID         -  CQ2925
 CQ2925  STATE/COUNTY-  LA/LINCOLN
 CQ2925  USGS QUAD   -  DUBACH (1985)
 CQ2925
 CQ2925                         *CURRENT SURVEY CONTROL
 CQ2925  ___________________________________________________________________
 CQ2925* NAD 83(1992)-  32 44 21.96410(N)    092 40 54.81880(W)     ADJUSTED  
 CQ2925* NAVD 88     -        79.559  (meters)     261.02   (feet)  ADJUSTED  
 CQ2925  ___________________________________________________________________
 CQ2925  X           -    -251,276.065 (meters)                     COMP
 CQ2925  Y           -  -5,364,321.387 (meters)                     COMP
 CQ2925  Z           -   3,429,716.642 (meters)                     COMP
 CQ2925  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CQ2925  ELLIP HEIGHT-          53.62  (meters)          (02/12/02) GPS OBS
 CQ2925  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2925  DYNAMIC HT  -          79.471 (meters)     260.73  (feet)  COMP
 CQ2925  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 CQ2925
 CQ2925  HORZ ORDER  -  B
 CQ2925  VERT ORDER  -  SECOND    CLASS I
 CQ2925  ELLP ORDER  -  FOURTH    CLASS II
 CQ2925
 CQ2925.The horizontal coordinates were established by GPS observations
 CQ2925.and adjusted by the National Geodetic Survey in September 1992..
 CQ2925
 CQ2925.The orthometric height was determined by differential leveling
 CQ2925.and adjusted by the National Geodetic Survey in September 1998..
 CQ2925.WARNING-GPS observations at this control monument resulted in a GPS
 CQ2925.derived orthometric height which differed from the leveled height by
 CQ2925.more than one decimeter (0.1 meter).
 CQ2925
 CQ2925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2925
 CQ2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2925
 CQ2925.The ellipsoidal height was determined by GPS observations
 CQ2925.and is referenced to NAD 83.
 CQ2925
 CQ2925.The geoid height was determined by GEOID03.
 CQ2925
 CQ2925.The dynamic height is computed by dividing the NAVD 88
 CQ2925.geopotential number by the normal gravity value computed on the
 CQ2925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2925.degrees latitude (g = 980.6199 gals.).
 CQ2925
 CQ2925.The modeled gravity was interpolated from observed gravity values.
 CQ2925
 CQ2925;                    North         East     Units Scale Factor Converg.
 CQ2925;SPC LA N     -   248,321.188   982,951.333   MT  1.00001740   -0 05 46.2
 CQ2925;SPC LA N     -   814,700.43  3,224,899.50   sFT  1.00001740   -0 05 46.2
 CQ2925;UTM  15      - 3,622,445.972   529,803.230   MT  0.99961095   +0 10 19.3
 CQ2925
 CQ2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2925!SPC LA N     -   0.99999158  x   1.00001740  =   1.00000898
 CQ2925!UTM  15      -   0.99999158  x   0.99961095  =   0.99960253
 CQ2925
 CQ2925:                Primary Azimuth Mark                     Grid Az
 CQ2925:SPC LA N     -  BERNICE MUNICIPAL TANK                   015 17 03.3
 CQ2925:UTM  15      -  BERNICE MUNICIPAL TANK                   015 00 57.8
 CQ2925
 CQ2925|---------------------------------------------------------------------|
 CQ2925| PID    Reference Object                     Distance      Geod. Az  |
 CQ2925|                                                           dddmmss.s |
 CQ2925| CQ2896 BERNICE MUNICIPAL TANK              APPROX. 9.3 KM 0151117.1 |
 CQ2925| CQ2924 DUBACH TEX E TRANS RADIO MAST       APPROX. 9.0 KM 1492653.8 |
 CQ2925| CQ2929 TT 6 L USGS 1952                    258.551 METERS 17146     |
 CQ2925| CY3781 HENRY RM 1                           27.648 METERS 17706     |
 CQ2925| CQ2927 HILLY LOOKOUT TOWER LFC             APPROX. 9.1 KM 1860453.3 |
 CQ2925| CY3782 HENRY RM 2                           27.953 METERS 28741     |
 CQ2925| CY3780 HENRY AZ MK                                        2971529.1 |
 CQ2925|---------------------------------------------------------------------|
 CQ2925
 CQ2925                          SUPERSEDED SURVEY CONTROL
 CQ2925
 CQ2925  ELLIP H (09/10/92)   53.71   (m)                       GP(       ) 4 1
 CQ2925  NAD 83(1986)-  32 44 21.97795(N)    092 40 54.80966(W) AD(       ) 2
 CQ2925  NAD 27      -  32 44 21.44900(N)    092 40 54.26300(W) AD(       ) 2
 CQ2925
 CQ2925.Superseded values are not recommended for survey control.
 CQ2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2925.See file dsdata.txt to determine how the superseded data were derived.
 CQ2925
 CQ2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2980322446(NAD 83)
 CQ2925_MARKER: DS = TRIANGULATION STATION DISK
 CQ2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2925_SP_SET: CONCRETE POST
 CQ2925_STAMPING: HENRY 1952
 CQ2925_MARK LOGO: CGS   
 CQ2925_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2925+STABILITY: SURFACE MOTION
 CQ2925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2925+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 CQ2925
 CQ2925  HISTORY     - Date     Condition        Report By
 CQ2925  HISTORY     - 1952     MONUMENTED       CGS
 CQ2925  HISTORY     - 1952     GOOD             CGS
 CQ2925  HISTORY     - 1970     GOOD             USAF
 CQ2925  HISTORY     - 19911001 GOOD             LADTD
 CQ2925  HISTORY     - 19920310 GOOD
 CQ2925  HISTORY     - 19960924 GOOD             LADTD
 CQ2925  HISTORY     - 20050621 GOOD             LADTD
 CQ2925
 CQ2925                          STATION DESCRIPTION
 CQ2925
 CQ2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2925'THE STATION IS IN SECTION 9, T 20 N, R 3 W, ABOUT 6 MILES
 CQ2925'SOUTH OF BERNICE, 2.5 MILES NORTHWEST OF DUBACH, 1.5 MILES
 CQ2925'WEST OF U.S. HIGHWAY 167 AND ON THE GROUNDS OF THE HENRY
 CQ2925'CEMETERY.  IT IS 110 FEET EAST OF THE CENTER OF A GRAVELED
 CQ2925'ROAD, 50 FEET SOUTH OF THE CEMETERY GATE AND 15 FEET WEST OF
 CQ2925'A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2925'
 CQ2925'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 CQ2925'AND U.S. HIGHWAY 167 IN DUBACH, GO NORTH ON THE HIGHWAY
 CQ2925'FOR 2.2 MILES TO A CROSS ROAD, TURN LEFT, WEST, AND GO ON
 CQ2925'THE MAIN GRAVELED ROAD FOR 1 MILE TO A Y-JUNCTION, CONTINUE
 CQ2925'WESTERLY ON THE LEFT ROAD FOR 0.5 MILE TO A T-JUNCTION.
 CQ2925'TURN RIGHT, NORTH, AND GO FOR 0.5 MILE TO THE CEMETERY ON
 CQ2925'THE RIGHT AND THE STATION.
 CQ2925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 CQ2925'ON THE GRAVELED ROAD FOR 0.25 MILE TO A T-JUNCTION AND THE AZIMUTH
 CQ2925'MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 CQ2925'
 CQ2925'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 CQ2925'STAMPED HENRY 1952.
 CQ2925'
 CQ2925'REFERENCE MARK 1 IS 69 FEET EAST OF THE CENTER OF THE ROAD
 CQ2925'AND 2 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES
 CQ2925'AND THE DISK IS STAMPED HENRY NO 1 1952.
 CQ2925'
 CQ2925'REFERENCE MARK 2 IS 46 FEET EAST OF THE CENTER OF THE ROAD, 3
 CQ2925'FEET SOUTHEAST OF THE CEMETERY FENCE CORNER AND 2 FEET EAST
 CQ2925'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4
 CQ2925'INCHES AND THE DISK IS STAMPED HENRY NO 2 1952.
 CQ2925'
 CQ2925'THE AZIMUTH MARK IS 250 FEET WEST OF A FARMHOUSE, 32 FEET
 CQ2925'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 29 FEET NORTHWEST
 CQ2925'OF THE CENTER OF A DIRT ROAD AND 2 FEET WEST OF A WHITE
 CQ2925'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 CQ2925'DISK IS STAMPED HENRY 1952.
 CQ2925'
 CQ2925'A TRAVERSE MEASUREMENT WAS MADE TO U.S. GEOLOGICAL SURVEY
 CQ2925'BENCH MARK NO. TT 6L 1942.  THE MARK IS 45 FEET SOUTHEAST
 CQ2925'OF THE CENTER OF THE NORTHEAST-SOUTHWEST ROAD, 43 FEET
 CQ2925'SOUTHWEST OF THE CENTER OF THE NORTHWEST-SOUTHEAST ROAD AND
 CQ2925'11 FEET NORTH OF A WIRE FENCE.  THE MONUMENT IS A 8-INCH
 CQ2925'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND AND THE DISK
 CQ2925'IS STAMPED TT 6L 1942.
 CQ2925'
 CQ2925'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ2925
 CQ2925                          STATION RECOVERY (1952)
 CQ2925
 CQ2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CQ2925'RECOVERED IN GOOD CONDITION.
 CQ2925
 CQ2925                          STATION RECOVERY (1970)
 CQ2925
 CQ2925'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2925'STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 CQ2925'AS DESCRIBED.  THE AZIMUTH MARK IS BELIEVED TO HAVE BEEN
 CQ2925'DESTROYED DUE TO ROAD CONSTRUCTION.
 CQ2925'
 CQ2925'ROUTE DESCRIPTION IS ADEQUATE.
 CQ2925
 CQ2925                          STATION RECOVERY (1991)
 CQ2925
 CQ2925'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CQ2925'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH-SOUTHWEST OF
 CQ2925'BERNICE, 3.0 MI (4.8 KM) NORTH-NORTHWEST OF DUBACH AND 2.0 MI
 CQ2925'(3.2 KM) EAST OF HICO. OWNERSHIP--UNKNOWN, STATION SET ON THE GROUNDS
 CQ2925'OF THE HENRY CEMETERY.
 CQ2925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND STATE
 CQ2925'HIGHWAY 545, NORTH OF DUBACH, GO WEST FOR 1.75 MI (2.82 KM) ON
 CQ2925'HIGHWAY 545 TO THE STATION SET ON THE RIGHT AT THE HENRY CEMETERY.
 CQ2925'THE STATION IS 106.5 FT (32.5 M) NORTHEAST FROM THE CENTER OF THE
 CQ2925'HIGHWAY, 49.5 FT (15.1 M) SOUTHEAST FROM THE CENTER OF THE CEMETERY
 CQ2925'GATE WITH SIGN OVERHEAD, 46.0 FT (14.0 M) SOUTHWEST FROM A 36-INCH
 CQ2925'POST OAK TREE, 31.0 FT (9.4 M) SOUTHWEST FROM A FIBERGLASS WITNESS
 CQ2925'POST, 28.5 FT (8.7 M) WEST FROM THE SOUTHWEST CORNER OF THE SOUTHERN
 CQ2925'PART OF THE CEMETERY, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL
 CQ2925'WITH THE HIGHWAY.
 CQ2925
 CQ2925                          STATION RECOVERY (1992)
 CQ2925
 CQ2925'RECOVERED 1992
 CQ2925'RECOVERED IN GOOD CONDITION.
 CQ2925
 CQ2925                          STATION RECOVERY (1996)
 CQ2925
 CQ2925'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 CQ2925'RECOVERED AS DESCRIBED.
 CQ2925
 CQ2925                          STATION RECOVERY (2005)
 CQ2925
 CQ2925'RECOVERY NOTE BY LA TRANSP AND DEV 2005 (SLC)
 CQ2925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2794 ***********************************************************************
 BH2794  DESIGNATION -  HERBES
 BH2794  PID         -  BH2794
 BH2794  STATE/COUNTY-  LA/ORLEANS
 BH2794  USGS QUAD   -  NORTH SHORE (1994)
 BH2794
 BH2794                         *CURRENT SURVEY CONTROL
 BH2794  ___________________________________________________________________
 BH2794* NAD 83(1992)-  30 09 17.62466(N)    089 51 22.07934(W)     ADJUSTED  
 BH2794* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 BH2794  **This station is located in a subsidence area (see below).
 BH2794  ___________________________________________________________________
 BH2794  X           -      13,859.500 (meters)                     COMP
 BH2794  Y           -  -5,519,611.929 (meters)                     COMP
 BH2794  Z           -   3,185,219.754 (meters)                     COMP
 BH2794  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BH2794  ELLIP HEIGHT-         -25.25  (meters)          (01/21/03) GPS OBS
 BH2794  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BH2794
 BH2794  HORZ ORDER  -  FIRST
 BH2794  ELLP ORDER  -  FOURTH    CLASS II
 BH2794
 BH2794.The horizontal coordinates were established by classical geodetic methods
 BH2794.and adjusted by the National Geodetic Survey in May 1994..
 BH2794
 BH2794 ** The orthometric height has not been validated since last determined
 BH2794 ** by differential leveling and should not be used for control purposes.
 BH2794 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2794 ** area with valid NAVD 88 orthometric heights.
 BH2794 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2794 ** epoch indicated which incorporates improved geoid heights for the
 BH2794 ** Southern Louisiana Subsidence area.
 BH2794 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2794
 BH2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2794
 BH2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2794
 BH2794.The ellipsoidal height was determined by GPS observations
 BH2794.and is referenced to NAD 83.
 BH2794
 BH2794.The geoid height was determined by GEOID03.
 BH2794
 BH2794;                    North         East     Units Scale Factor Converg.
 BH2794;SPC LA S     -   184,353.122 1,142,293.688   MT  0.99992934   +0 44 19.0
 BH2794;SPC LA S     -   604,831.87  3,747,675.21   sFT  0.99992934   +0 44 19.0
 BH2794;UTM  16      - 3,339,395.401   224,904.529   MT  1.00053377   -1 26 08.3
 BH2794
 BH2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2794!SPC LA S     -   1.00000397  x   0.99992934  =   0.99993331
 BH2794!UTM  16      -   1.00000397  x   1.00053377  =   1.00053774
 BH2794
 BH2794|---------------------------------------------------------------------|
 BH2794| PID    Reference Object                     Distance      Geod. Az  |
 BH2794|                                                           dddmmss.s |
 BH2794| BH3199 HERBES RM 1                          61.391 METERS 00224     |
 BH2794| BH2863 SLIDELL GULF ST CREOSTE CO TK       APPROX.15.7 KM 0254632.8 |
 BH2794| BH2871 SLIDELL PAN AM TANK                 APPROX.16.5 KM 0262118.0 |
 BH2794| BH2862 SLIDELL SCHNEIDER BRICK CO TK       APPROX.14.4 KM 0263159.2 |
 BH2794| BH2867 SLIDELL SO BELL TEL MICROWAVE       APPROX.15.0 KM 0275026.0 |
 BH2794| BH2868 SLIDELL MUNICIPAL TANK 1931         APPROX.15.2 KM 0275340.0 |
 BH2794| BH2806 PT AUX HERBES LIGHTHOUSE            249.199 METERS 09935     |
 BH2794| BH2799 36A011                              140.682 METERS 11938     |
 BH2794| BH2810 VENETIAN ISLES AWY COMM MAST        APPROX.10.7 KM 1464824.6 |
 BH2794| BH2809 VENETIAN ISLES MICROWAVE TOWER      APPROX.10.7 KM 1514245.8 |
 BH2794| BH2813 VENETIAN ISLES WATER TANK           APPROX.10.4 KM 1553641.9 |
 BH2794| BH2815 CHEF MENTEUR ATT MICROWAVE TWR      APPROX.10.0 KM 1670633.0 |
 BH2794| BH2827 MICHOUD SO BELL TEL MICROWAVE       APPROX.14.1 KM 2012420.7 |
 BH2794| BH3201 HERBES AZ MK                                       2013122.0 |
 BH2794| DD8904 HERBES RM 3                          26.889 METERS 23602     |
 BH2794| DD8903 HERBES RM 2                          30.535 METERS 26106     |
 BH2794|---------------------------------------------------------------------|
 BH2794
 BH2794                          SUPERSEDED SURVEY CONTROL
 BH2794
 BH2794  NAD 83(1992)-  30 09 17.62471(N)    089 51 22.07935(W) AD(       ) 1
 BH2794  ELLIP H (01/21/93)  -25.23   (m)                       GP(       ) 4 2
 BH2794  NAD 83(1986)-  30 09 17.63949(N)    089 51 22.07614(W) AD(       ) 1
 BH2794  NAD 27      -  30 09 16.93067(N)    089 51 21.84382(W) AD(       ) 1
 BH2794  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 BH2794
 BH2794.Superseded values are not recommended for survey control.
 BH2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2794.See file dsdata.txt to determine how the superseded data were derived.
 BH2794
 BH2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2490539395(NAD 83)
 BH2794_MARKER: DS = TRIANGULATION STATION DISK
 BH2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2794_SP_SET: SQUARE CONCRETE MONUMENT
 BH2794_STAMPING: HERBES 1931 1962
 BH2794_MARK LOGO: CGS   
 BH2794_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2794+STABILITY: SURFACE MOTION
 BH2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2794+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1989
 BH2794
 BH2794  HISTORY     - Date     Condition        Report By
 BH2794  HISTORY     - 1931     MONUMENTED       CGS
 BH2794  HISTORY     - 1931     GOOD             CGS
 BH2794  HISTORY     - 1934     GOOD             CGS
 BH2794  HISTORY     - 1935     GOOD             LAGS
 BH2794  HISTORY     - 1953     GOOD             CGS
 BH2794  HISTORY     - 1965     GOOD             LADH
 BH2794  HISTORY     - 1966     GOOD             CGS
 BH2794  HISTORY     - 1967     GOOD             CGS
 BH2794  HISTORY     - 1969     GOOD             CGS
 BH2794  HISTORY     - 1971     GOOD             NGS
 BH2794  HISTORY     - 1972     GOOD             NGS
 BH2794  HISTORY     - 1975     GOOD             LADTD
 BH2794  HISTORY     - 1977     GOOD             NGS
 BH2794  HISTORY     - 19880920 GOOD             LADTD
 BH2794  HISTORY     - 19890123 GOOD
 BH2794  HISTORY     - 19961123 GOOD             USPSQD
 BH2794
 BH2794                          STATION DESCRIPTION
 BH2794
 BH2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BH2794'ON POINT AUX-HERBES ABOUT 20 MILES NE OF NEW ORLEANS, ON LAND OWNED
 BH2794'BY THE PONTCHARTRAIN BRIDGE COMPANY. STATION IS ON E SHOULDER OF
 BH2794'FILLED APPROACH, 46 FEET E OF CENTER LINE OF PAVED ROAD, IN A
 BH2794'PARKING SPACE, 192 FEET S OF END OF THE BRIDGE, AND 19.6 FEET S OF
 BH2794'SECOND CONCRETE LAMP POST FROM END OF THE BRIDGE.
 BH2794'
 BH2794'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN THE
 BH2794'TOP OF A SQUARE BLOCK OR POST OF CONCRETE. SURFACE MARK IS FLUSH
 BH2794'WITH GROUND.
 BH2794'
 BH2794'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN TOP OF THE
 BH2794'CURBING ON W SIDE OF BRIDGE, 0.65 FOOT N OF ITS END, AT BASE END OF
 BH2794'POST WHICH IS TOPPED BY A LAMP, 15 FEET W OF CENTER LINE OF BRIDGE,
 BH2794'0.5 FOOT ABOVE SURFACE OF ROAD, AND 201.49 FEET FROM STATION
 BH2794'N 2 DEG 27 MIN E.
 BH2794'
 BH2794'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK SET IN THE TOP OF
 BH2794'A SQUARE BLOCK OR POST OF CONCRETE, AND IS FLUSH WITH SURFACE. IT IS
 BH2794'241 FEET S OF END OF BRIDGE, 42 FEET W OF CENTER LINE OF HIGHWAY,
 BH2794'21.9 FEET S OF SECOND LAMP POST FROM W END OF THE BRIDGE, AND
 BH2794'100.18 FEET FROM STATION S 81 DEG 06 MIN W.
 BH2794'
 BH2794'THE FOLLOWING BEARINGS ARE FROM STATION. SLIDELL, MUNICIPAL WATER
 BH2794'TANK, N 27 DEG 54 MIN E, WEST RIGOLETS LIGHTHOUSE, N 78 DEG 34 MIN E
 BH2794'SLIDELL, GULF STATES CREOSOTING COMPANY TANK, N 25 DEG 47 MIN E.
 BH2794'SLIDELL, PAN-AMERICAN OIL COMPANY, TANK, N 26 DEG 21 MIN E.
 BH2794'SLIDELL, STANDARD BRICK AND TILE COMPANY WATER TANK,
 BH2794'N 26 DEG 32 MIN E.
 BH2794'
 BH2794'TO REACH FROM NEW ORLEANS GO BY U.S. HIGHWAY 90 TO JUNCTION WITH
 BH2794'PONTCHARTRAIN BRIDGE ROAD, THEN TAKE LEFT ROAD AND FOLLOW 5.7 MILES
 BH2794'TO S END OF TOLL BRIDGE.
 BH2794
 BH2794                          STATION RECOVERY (1931)
 BH2794
 BH2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 BH2794'RECOVERED IN GOOD CONDITION.
 BH2794
 BH2794                          STATION RECOVERY (1934)
 BH2794
 BH2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BH2794'RECOVERED AS DESCRIBED. MARKS IN GOOD CONDITION.
 BH2794
 BH2794                          STATION RECOVERY (1935)
 BH2794
 BH2794'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BH2794'RECOVERED AS DESCRIBED.
 BH2794
 BH2794                          STATION RECOVERY (1953)
 BH2794
 BH2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BH2794'STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED IN GOOD
 BH2794'CONDITION. REFERENCE MARK 2 WAS NOT IN ITS ORIGINAL POSITION, AND
 BH2794'WAS DESTROYED BY THIS PARTY. A NEW DESCRIPTION FOLLOWS--
 BH2794'
 BH2794'STATION IS LOCATED ABOUT 20 MI. NE OF NEW ORLEANS, ABOUT 10 MI. S-SW
 BH2794'OF SLIDELL, 192 FT. S OF THE S END OF THE PONTCHARTRAIN BRIDGE, 46
 BH2794'FT. E OF THE CENTERLINE OF U.S. HIGHWAY 11, AND 6 FT. S OF THE SE
 BH2794'CORNER OF A TIN GARAGE. THE UNDERGROUND MARK IS A STANDARD DISK,
 BH2794'SET IN CONCRETE. THE SURFACE MARK IS A STANDARD STATION DISK,
 BH2794'STAMPED HERBES 1931 AND SET IN CONCRETE ABOUT 6 IN. UNDER
 BH2794'GROUND.
 BH2794'
 BH2794'REFERENCE MARK 1 IS 15 FT. W OF THE CENTER OF THE PONTCHARTRAIN
 BH2794'BRIDGE, AND ABOUT 1 FT. N OF THE S END OF THE BRIDGE. IT IS A
 BH2794'STANDARD REFERENCE-MARK DISK, STAMPED HERBES NO 1 1931 AND CEMENTED
 BH2794'IN A DRILL HOLE IN THE CEMENT CURBING AT THE W SIDE OF THE BRIDGE,
 BH2794'AND IS ABOUT 6 IN. ABOVE THE ROAD.
 BH2794'
 BH2794'TO REACH THE STATION FROM THE POST OFFICE IN SLIDELL, GO S ON U.S.
 BH2794'HIGHWAYS 11 AND 190 FOR 0.25 MI. TO THE POINT WHERE U.S. HIGHWAY 190
 BH2794'TURNS LEFT, CONTINUE SW ON U.S. HIGHWAY 11 FOR 10.35 MI. TO THE S
 BH2794'END OF THE PONTCHARTRAIN BRIDGE, AND THE STATION ON THE LEFT AS
 BH2794'DESCRIBED.
 BH2794
 BH2794                          STATION RECOVERY (1965)
 BH2794
 BH2794'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2794'THE STATION IS 19.96 FEET EAST OF THE CENTER OF U.S. HIGHWAY 11, 4
 BH2794'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS STRUCTURE AND
 BH2794'1.50 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BH2794'
 BH2794'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ON U.S.
 BH2794'HIGHWAY 11 FOR 0.5 MILE TO THE SOUTH END OF THE OVERPASS TO THE MARK
 BH2794'SET IN THE SOUTHEAST CORNER.
 BH2794'
 BH2794'STATION WAS RECOVERED ON THE FILLED APPROACH ON THE EAST SIDE OF
 BH2794'HWY. 11 LEADING TO THE SOUTH END OF THE OLD LAKE PONTCHARTRAIN LAKE
 BH2794'BRIDGE, 192.15 FT. SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRIDGE,
 BH2794'194.00 FT. NORTHEAST OF TRAFFIC ISLAND ON APPROACH TO HWY. 11
 BH2794'OVERPASS ON INTERSTATE 10, 399.55 FT. WEST NORTHWEST OF
 BH2794'CENTERLINE OF SOUTH BOUND ROADWAY ON I-10 AND 394.00 FT.
 BH2794'SOUTHWEST OF THE SOUTHWEST CORNER OF THE I-10 BRIDGE ON THE
 BH2794'SOUTH BOUND ROADWAY.  STATION IS IN GOOD CONDITION.
 BH2794'
 BH2794'STATION IS A STANDARD BRONZE DISK SET IN A CONCRETE FILLED 6 INCH
 BH2794'TILE PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BH2794'STATION IS STAMPED HERBES 1931-62.
 BH2794'
 BH2794'TO REACH THIS STATION FROM THE BANK OF SLIDELL ON THE CORNER OF U.S.
 BH2794'HWY. 11 AND COUSIN STREET IN SLIDELL, FOLLOW U.S. HWY. 11 SOUTH FOR
 BH2794'9.50 MILES TO STATION SET ON EAST SIDE OF THE HWY. JUST SOUTH OF
 BH2794'SOUTH END OF BRIDGE.
 BH2794'
 BH2794'REF. MARK NO. 1 IS 201.44 FEET NORTHWEST OF STATION IN THE CURB ON
 BH2794'THE WEST SIDE OF THE OLD LAKE BRIDGE. STATION IS STAMPED R.M. NO. 1
 BH2794'1931.
 BH2794
 BH2794                          STATION RECOVERY (1966)
 BH2794
 BH2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2794'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 BH2794'CONDITION. REFERENCE MARK 3 AND A AZIMUTH WERE ESTABLISHED AND ARE
 BH2794'DESCRIBED BELOW. DUE TO ROAD CONSTRUCTION IN THIS AREA A COMPLETE
 BH2794'NEW DESCRIPTION FOLLOWS--
 BH2794'
 BH2794'STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF NEW ORLEANS, ABOUT 10
 BH2794'MILES SOUTH-SOUTHWEST OF SLIDELL, ABOUT 5-1/2 MILES NORTH OF
 BH2794'JUNCTION OF U.S. HIGHWAY 90 AND 11 AND ON THE SOUTH END OF OLD
 BH2794'PONTCHARTRAIN BRIDGE ON U. S. HIGHWAY 11.
 BH2794'
 BH2794'STATION MARK, A STANDARD DISK STAMPED HERBES 1931 1962, IS SET IN
 BH2794'THE TOP OF A CONCRETE CYLINDER WHICH IS SET ABOUT 1 FOOT BELOW THE
 BH2794'SURFACE OF THE GROUND. THE MARK IS 394 FEET WEST OF THE SOUTHWEST
 BH2794'END OF INTERSTATE 10 PONTCHARTRAIN BRIDGE, 194 FEET SOUTH OF THE
 BH2794'SOUTHEAST CORNER OF OLD PONTCHARTRAIN BRIDGE, 74 FEET NORTHEAST
 BH2794'OF NORTH END OF MEDIAN, 49.5 FEET EAST OF CENTER OF U.S. HIGHWAY
 BH2794'11, 23 FEET EAST OF EAST EDGE OF HIGHWAY AND 6 INCHES SOUTHEAST OF
 BH2794'WITNESS POST.
 BH2794'
 BH2794'REFERENCE MARK 1, A STANDARD DISK STAMPED HERBES NO 1 1931, IS
 BH2794'CEMENTED IN A DRILL HOLE IN CONCRETE CURBING ON WEST SIDE OF BRIDGE
 BH2794'AND PROJECTS ABOUT 6 INCHES ABOVE THE BRIDGE FLOOR. THE MARK IS 15
 BH2794'FEET WEST OF CENTER OF BRIDGE AND 1 FOOT NORTH OF SOUTHWEST CORNER
 BH2794'OF BRIDGE.
 BH2794'
 BH2794'REFERENCE MARK 3, A STANDARD DISK STAMPED HERBES NO 3 1931 1962
 BH2794'1966, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 BH2794'3 INCHES. THE MARK IS IN CENTER OF MEDIAN, 18 FEET SOUTH OF THE
 BH2794'NORTH END OF MEDIAN AND 88 FEET SOUTHWEST OF WITNESS POST.
 BH2794'
 BH2794'AZIMUTH MARK, A STANDARD DISK STAMPED HERBES 1931 1962 1966, IS
 BH2794'CEMENTED IN A DRILL HOLE FLUSH IN CONCRETE HEADWALL OF BRIDGE. THE
 BH2794'MARK IS 21 FEET EAST OF CENTER OF U.S. HIGHWAY 11, 4 FEET NORTHEAST
 BH2794'OF THE SOUTHEAST CORNER OF BRIDGE AND 1.5 FEET WEST OF WITNESS
 BH2794'POST.
 BH2794'
 BH2794'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON U.S. HIGHWAY 11 FOR
 BH2794'0.5 MILE TO SOUTH END OF BRIDGE AND MARK ON LEFT AS DESCRIBED.
 BH2794
 BH2794                          STATION RECOVERY (1967)
 BH2794
 BH2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RT)
 BH2794'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND AZIMUTH MARK WERE
 BH2794'FOUND IN GOOD CONDITION.
 BH2794'
 BH2794'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF SLIDELL,
 BH2794'ABOUT 5.5 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 11 AND U.S.
 BH2794'HIGHWAY 90 AND ON THE SOUTH END OF THE OLD PONTCHARTRAIN BRIDGE ON
 BH2794'U.S. HIGHWAY 11.
 BH2794'
 BH2794'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A 8 INCH TILE
 BH2794'THAT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND. STATION IS
 BH2794'STAMPED HERBES 1931 AND 1962. THE MARK IS 194 FEET SOUTH OF THE
 BH2794'SOUTHEAST CORNER OF THE OLD PONTCHARTRAIN BRIDGE, 74 FEET
 BH2794'NORTHEAST OF THE NORTH END OF THE MEDIAN OF U.S. HIGHWAY 11, 49.0
 BH2794'FEET EAST OF THE CENTER OF U.S. HIGHWAY 11, AND 6 INCHES
 BH2794'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BH2794'
 BH2794'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HERBES NO. 1, 1931
 BH2794'SET IN THE CONCRETE CURB ON THE WEST SIDE OF THE OLD BRIDGE OVER
 BH2794'LAKE PONTCHARTRAIN. THE MARK IS 201.41 FEET NORTHWEST OF THE
 BH2794'STATION.
 BH2794'
 BH2794'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HERBES NO. 3, 1931,
 BH2794'1962, 1966, SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT 3 INCHES
 BH2794'ABOVE THE SURFACE OF THE GROUND. THE MARK IS IN THE CENTER OF THE
 BH2794'MEDIAN OF U.S. HIGHWAY 11, 18 FEET SOUTH OF THE NORTH END OF THE
 BH2794'MEDIAN AND 88 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BH2794'THE MARK IS 88.31 FEET SOUTHWEST OF THE STATION.
 BH2794'
 BH2794'AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED HERBES 1931, 1962,
 BH2794'1966. THE MARK IS SET IN THE TOP OF THE HEADWALL OF THE OVERPASS
 BH2794'STRUCTURE WITHIN THE INTERCHANGE AT U.S. HIGHWAY 11 AND INTERSTATE
 BH2794'10.
 BH2794
 BH2794                          STATION RECOVERY (1969)
 BH2794
 BH2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 BH2794'STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 BH2794'RECOVERED IN GOOD CONDITION.
 BH2794'
 BH2794'THE 1967 DESCRIPTION ON RECOVERY NOTE BY R. T. IS ADEQUATE
 BH2794'EXCEPT THAT THE METAL WITNESS POST AT THE STATION NO LONGER
 BH2794'EXISTS.  IT IS BROKEN OFF AT GROUND LEVEL, THE BASE BEING STILL
 BH2794'IN PLACE.  DISTANCES CHECK AND THE STATION MARK IS EASY TO
 BH2794'RECOVER WITHOUT THE WITNESS POST.
 BH2794
 BH2794                          STATION RECOVERY (1971)
 BH2794
 BH2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2794'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS NOW ONLY 2
 BH2794'INCHES BELOW THE SURFACE OF GROUND AND THE METAL WITNESS POST
 BH2794'IS GONE.
 BH2794
 BH2794                          STATION RECOVERY (1972)
 BH2794
 BH2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2794'MEASUREMENTS WERE MADE WITH A 30 METER AND 300 FOOT TAPE, HOLDING
 BH2794'5 AND 10 KGS. TENSION.
 BH2794'
 BH2794'NO MEASUREMENTS WERE MADE BETWEEN THE RMS DUE TO HEAVY TRAFFIC ON
 BH2794'U.S. HIGHWAY 11.
 BH2794'
 BH2794'THE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 BH2794'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1966
 BH2794'DESCRIPTION.
 BH2794'
 BH2794'THE HORIZONTAL DIRECTIONS AND THE DISTANCE TO THE MARKS WERE FOUND
 BH2794'COMPLETELY ADEQUATELY.
 BH2794'
 BH2794'TO REACH THE STATION IS COMPLETELY ADEQUATELY FROM THE 1966
 BH2794'DESCRIPTION.
 BH2794
 BH2794                          STATION RECOVERY (1975)
 BH2794
 BH2794'RECOVERY NOTE BY LA TRANSP AND DEV 1975 (BRJ)
 BH2794'HERBES GOOD
 BH2794'
 BH2794'U.S.C. AND G.S.
 BH2794'
 BH2794'1931 1966
 BH2794'
 BH2794'RM 1 AND AZIMUTH MARK GOOD
 BH2794'
 BH2794'NOT WITHIN LIMITS OF JOB.
 BH2794'
 BH2794'DESCRIPTION IS ADEQUATE.
 BH2794
 BH2794                          STATION RECOVERY (1977)
 BH2794
 BH2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BH2794'THE STATION WAS VISITED AND THE STATION MARK, AZIMUTH MARK,
 BH2794'REFERENCE MARKS 1 AND 36A011 (LDH) WERE ALL FOUND IN GOOD
 BH2794'CONDITION.  REFERENCE MARK NO. 3 WAS FOUND DESTROYED WITH THE
 BH2794'TOP PORTION OF THE MARK BROKEN OFF.  REFERENCE MARK NO. 4 WAS
 BH2794'ESTABLISHED BY SETTING A REFERENCE MARK DISK IN THE REMAINING
 BH2794'PORTION OF THE CONCRETE POST AND PROTECTING IT WITH A 12-INCH
 BH2794'MANHOLE WITH A COVER.  A NEW DESCRIPTION FOLLOWS--
 BH2794'
 BH2794'THE STATION IS LOCATED 10 MILES SOUTH-SOUTHWEST OF SLIDELL ON THE
 BH2794'SOUTH SHORE OF LAKE PONCHARTRAIN, ON STATE HIGHWAY 11 WITH ITS
 BH2794'JUNCTION WITH INTERSTATE 10.  IT IS 194 FEET SOUTH OF THE SOUTHEAST
 BH2794'CORNER OF THE BRIDGE OVER THE LAKE ON STATE HIGHWAY 11, 394 FEET
 BH2794'WEST OF THE SOUTHWEST CORNER OF TWIN BRIDGES OVER THE LAKE ON
 BH2794'INTERSTATE 10, 74 FEET NORTHEAST OF THE NORTH END OF A ISLAND IN
 BH2794'THE MEDIAN OF U.S. HIGHWAY 11, 49 FEET EAST OF THE CENTER OF
 BH2794'U.S. HIGHWAY 11 AND 1 FOOT WEST OF A METAL WITNESS POST.  IT
 BH2794'IS A STATION DISK STAMPED HERBES 1931 1962, 6 INCHES BELOW THE
 BH2794'SURFACE OF THE GROUND.
 BH2794'
 BH2794'THE AZIMUTH MARK IS APPROX 0.5 MILE SOUTH-SOUTHWEST OF THE
 BH2794'STATION.  IT IS AN AZIMUTH MARK DISK SET IN A DRILL HOLE OF A
 BH2794'CONCRETE ABUTMENT OF THE BRIDGE ON STATE HIGHWAY 11 OVER
 BH2794'INTERSTATE 10, 4 FEET NORTHEAST OF THE SOUTHEAST END OF THE
 BH2794'BRIDGE, 21 FEET EAST OF THE CENTER OF STATE HIGHWAY 11, AND 1.5
 BH2794'FEET WEST OF A METAL WITNESS POST.  IT IS STAMPED HERBES
 BH2794'1931, 1962, 1966.
 BH2794'
 BH2794'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 BH2794'U.S. HIGHWAY 11 FOR 0.5 MILE TO THE SOUTHEND OF THE BRIDGE AND
 BH2794'MARK ON THE LEFT.
 BH2794'
 BH2794'REFERENCE MARK NO. 1 IS 201.41 FEET NORTH OF THE STATION, 15
 BH2794'FEET WEST OF THE CENTER OF THE BRIDGE AND 1 FOOT NORTH OF THE
 BH2794'SOUTHWEST CORNER OF THE BRIDGE.  IT IS A REFERENCE MARK SET IN A
 BH2794'DRILL HOLE IN THE SOUTH WEST ABUTMENT, STAMPED HERBES NO 1 1931.
 BH2794'
 BH2794'REFERENCE MARK NO. 4 IS 88.21 FEET SOUTHWEST OF THE STATION IN
 BH2794'THE MEDIAN OF U.S. HIGHWAY 11.  IT IS 18 FEET SOUTH OF THE NORTH
 BH2794'END OF AN ISLAND IN THE MEDIAN, AND 262 FEET SOUTH OF THE
 BH2794'SOUTHWEST CORNER OF THE BRIDGE ON U.S. HIGHWAY 11.  IT IS A
 BH2794'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BH2794'POST, 6 INCHES BELOW THE SURFACE OF THE GROUND AND PROJECTED BY
 BH2794'A 12-INCH IRON MANHOLE WITH COVER.
 BH2794'
 BH2794'36A011 (DDH) IS 461.51 FEET EAST-NORTH OF THE STATION, BETWEEN
 BH2794'THE TWIN BRIDGES, 23.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BH2794'THE ABUTMENT OF THE SOUTH BOUND LANE OF TRAFFIC, 23.4 FEET SOUTH
 BH2794'WEST OF THE SOUTHWEST ABUTMENT OF THE NORTH BOUND LANE, 29.5 FEET
 BH2794'SOUTH OF THE NORTH EDGE OF THE MEDIAN, 29.5 FEET NORTH OF THE
 BH2794'SOUTH EDGE OF THE MEDIAN AND 1 FOOT NORTHEAST OF A METAL WITNESS
 BH2794'POST.  IT IS STAMPED 36A011.
 BH2794'
 BH2794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2794'10 MILES S. OF SLIDELL.
 BH2794
 BH2794                          STATION RECOVERY (1988)
 BH2794
 BH2794'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH2794'THE STATION IS LOCATED 16.1 KM (10.00 MI) SOUTH-SOUTHWEST OF SLIDELL
 BH2794'ON THE SOUTH SHORE OF LAKE PONTCHATRAIN ON STATE HIGHWAY 11 WITH ITS
 BH2794'JUNCTION OF INTERSTATE HIGHWAY 10.
 BH2794'THE STATION IS 120.1 M (394.0 FT) WEST OF THE SOUTHWEST CORNER OF THE
 BH2794'TWIN BRIDGES OVER THE LAKE ON INTERSTATE 10, 59.1 M (193.9 FT) SOUTH
 BH2794'OF THE SOUTHEAST CORNER OF THE BRIDGE OVER THE LAKE ON HIGHWAY 11,
 BH2794'22.6 M (74.1 FT) NORTHEAST OF THE NORTH END OF AN ISLAND IN THE MEDIAN
 BH2794'OF HIGHWAY 11 AND 14.9 M (48.9 FT) EAST OF THE CENTER OF HIGHWAY 11
 BH2794'RECESSED 15 CM (6 INCHES) BELOW THE GROUND.
 BH2794'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 BH2794'CONDITION.  THE DESCRIPTIONS WERE NOT CHECKED THIS DATE.
 BH2794
 BH2794                          STATION RECOVERY (1989)
 BH2794
 BH2794'RECOVERED 1989
 BH2794'RECOVERED IN GOOD CONDITION.
 BH2794
 BH2794                          STATION RECOVERY (1996)
 BH2794
 BH2794'RECOVERY NOTE BY US POWER SQUADRON 1996
 BH2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2506 ***********************************************************************
 BJ2506  DESIGNATION -  HERMAN CAP
 BJ2506  PID         -  BJ2506
 BJ2506  STATE/COUNTY-  LA/ST MARTIN
 BJ2506  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2506
 BJ2506                         *CURRENT SURVEY CONTROL
 BJ2506  ___________________________________________________________________
 BJ2506* NAD 83(1986)-  30 23 40.     (N)    091 41 32.     (W)     SCALED    
 BJ2506* NAVD 88     -         8.20   (+/-2cm)      26.9    (feet)  VERTCON   
 BJ2506  ___________________________________________________________________
 BJ2506  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2506
 BJ2506  VERT ORDER  -  ? (See Below)
 BJ2506
 BJ2506.The horizontal coordinates were scaled from a topographic map and have
 BJ2506.an estimated accuracy of +/- 6 seconds.
 BJ2506
 BJ2506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2506.The vertical order pertains to the NGVD 29 superseded value.
 BJ2506
 BJ2506.The geoid height was determined by GEOID03.
 BJ2506
 BJ2506;                    North         East    Units  Estimated Accuracy
 BJ2506;SPC LA S     -   210,040.      965,510.      MT  (+/- 180 meters Scaled)
 BJ2506
 BJ2506                          SUPERSEDED SURVEY CONTROL
 BJ2506
 BJ2506  NGVD 29 (??/??/??)    8.207  (m)           26.93   (f) ADJUSTED    ?  
 BJ2506
 BJ2506.Superseded values are not recommended for survey control.
 BJ2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2506.See file dsdata.txt to determine how the superseded data were derived.
 BJ2506
 BJ2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP256632(NAD 83)
 BJ2506_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2506
 BJ2506  HISTORY     - Date     Condition        Report By
 BJ2506  HISTORY     - UNK      MONUMENTED       DOD
 BJ2506  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2506
 BJ2506                          STATION DESCRIPTION
 BJ2506
 BJ2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2506'12.7 MI SE FROM KROTZ SPRINGS.
 BJ2506'IN ST. MARTIN PARISH, ABOUT 12.7 MILES SOUTHEAST ALONG THE LEVEE FROM
 BJ2506'THE MISSOURI PACIFIC RAILWAY STATION AT KROTZ SPRINGS, SAINT LANDRY
 BJ2506'PARISH, ABOUT 4.4 MILES (BY RIVER) NORTH OF THE POST OFFICE AT
 BJ2506'ATCHAFALAYA, ABOUT 0.8 MILE DUE WEST OF THE BANK OF THE RIVER AT A
 BJ2506'POINT DIRECTLY OPPOSITE THE MOUTH OF ALABAMA BAYOU, IN THE NW1/4 SEC.
 BJ2506'6, T. 8 S., R. 8 E., ABOUT 600 FEET SOUTHWEST OF INDIAN BAYOU
 BJ2506'EXTENSION LEVEE 3050+00, ON THE WEST BANK OF ATCHAFALAYA RIVER, ABOUT
 BJ2506'1,000 FEET SOUTHEAST OF P.B.M. LEON (U.S.E.), DESCRIBED ABOVE, 35 FEET
 BJ2506'NORTHWEST OF A 9-INCH WILLOW TREE, 25 FEET NORTHWEST OF A 12-INCH
 BJ2506'WILLOW TREE, AND 15 FEET NORTHEAST OF A DEAD 36-INCH CYPRESS TREE. AN
 BJ2506'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1314 ***********************************************************************
 AT1314  DESIGNATION -  HERMITAGE
 AT1314  PID         -  AT1314
 AT1314  STATE/COUNTY-  LA/PLAQUEMINES
 AT1314  USGS QUAD   -  LAKE LAURIER (1992)
 AT1314
 AT1314                         *CURRENT SURVEY CONTROL
 AT1314  ___________________________________________________________________
 AT1314* NAD 83(1992)-  29 33 32.77641(N)    089 53 06.03127(W)     ADJUSTED  
 AT1314* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1314  **This station is located in a subsidence area (see below).
 AT1314  ___________________________________________________________________
 AT1314  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AT1314  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AT1314
 AT1314  HORZ ORDER  -  SECOND
 AT1314
 AT1314.The horizontal coordinates were established by classical geodetic methods
 AT1314.and adjusted by the National Geodetic Survey in January 1993..
 AT1314
 AT1314 ** The orthometric height has not been validated since last determined
 AT1314 ** by differential leveling and should not be used for control purposes.
 AT1314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1314 ** area with valid NAVD 88 orthometric heights.
 AT1314 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1314 ** epoch indicated which incorporates improved geoid heights for the
 AT1314 ** Southern Louisiana Subsidence area.
 AT1314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1314.The orthometric height was scaled from a topographic map.
 AT1314
 AT1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1314
 AT1314.The geoid height was determined by GEOID03.
 AT1314
 AT1314;                    North         East     Units Scale Factor Converg.
 AT1314;SPC LA S     -   118,283.815 1,140,347.023   MT  0.99995527   +0 43 27.1
 AT1314;SPC LA S     -   388,069.48  3,741,288.52   sFT  0.99995527   +0 43 27.1
 AT1314;UTM  16      - 3,273,405.911   220,464.783   MT  1.00056427   -1 25 27.0
 AT1314
 AT1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1314!SPC LA S     -   1.00000390  x   0.99995527  =   0.99995917
 AT1314!UTM  16      -   1.00000390  x   1.00056427  =   1.00056817
 AT1314
 AT1314|---------------------------------------------------------------------|
 AT1314| PID    Reference Object                     Distance      Geod. Az  |
 AT1314|                                                           dddmmss.s |
 AT1314| DD7196 HERMITAGE RM 1                       27.427 METERS 04842     |
 AT1314| DD7197 HERMITAGE RM 2                       24.546 METERS 13639     |
 AT1314| DD7195 HERMITAGE AZ MK                                    2295600.3 |
 AT1314| AT1322 PHOENIX RELAY TOWER                 APPROX. 9.4 KM 3382112.9 |
 AT1314|---------------------------------------------------------------------|
 AT1314
 AT1314                          SUPERSEDED SURVEY CONTROL
 AT1314
 AT1314  NAD 83(1986)-  29 33 32.78867(N)    089 53 06.03628(W) AD(       ) 2
 AT1314  NAD 27      -  29 33 32.01570(N)    089 53 05.78752(W) AD(       ) 2
 AT1314
 AT1314.Superseded values are not recommended for survey control.
 AT1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1314.See file dsdata.txt to determine how the superseded data were derived.
 AT1314
 AT1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2046573406(NAD 83)
 AT1314_MARKER: DS = TRIANGULATION STATION DISK
 AT1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1314+STABILITY: SURFACE MOTION
 AT1314
 AT1314  HISTORY     - Date     Condition        Report By
 AT1314  HISTORY     - 1966     MONUMENTED       CGS
 AT1314
 AT1314                          STATION DESCRIPTION
 AT1314
 AT1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1314'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF PORT SULPHUR, 6-3/4
 AT1314'MILES SOUTHEAST OF
 AT1314'MYRTLE GROVE, 5-1/2 MILES WEST-SOUTHWEST OF POINTE
 AT1314'A LA HACHE AND AT THE FIRE STATION IN
 AT1314'THE SMALL SETTLEMENT OF HERMITAGE.
 AT1314'STATION IS ON PROPERTY OWNED BY PLAQEMINES PARISH AND
 AT1314'PERMISSION GRANTED BY
 AT1314'PARISH ENGINEER.
 AT1314'
 AT1314'TO REACH FROM MYRTLE GROVE, (WHICH IS ABOUT 19 MILES NORTHWEST OF
 AT1314'PORT SULPHUR), GO
 AT1314'SOUTHWEST ON STATE HIGHWAY 23 FOR 2.4 MILES TO A
 AT1314'SHELL ROAD ON RIGHT, TURN RIGHT AND
 AT1314'GO WESTERLY, THENCE SOUTHERLY AND
 AT1314'EASTERLY ON SHELL ROAD FOR 5.1 MILES TO FIRST
 AT1314'INTERSECTION IN HERMITAGE
 AT1314'AND STATION AS DESCRIBED.
 AT1314'
 AT1314'STATION MARK, A STANDARD DISK STAMPED HERMITAGE 1966, IS SET IN
 AT1314'THE TOP OF A
 AT1314'CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE GROUND.
 AT1314'THE MARK IS 28.8 FEET WEST OF
 AT1314'NORTHWEST CORNER OF FIRE STATION BUILDING
 AT1314'26 FEET NORTH OF CENTER OF DRIVEWAY AND 25 FEET
 AT1314'SOUTHEAST OF CENTER OF ROAD.
 AT1314'
 AT1314'REFERENCE MARK 1, A STANDARD DISK STAMPED HERMITAGE NO 1 1966, IS
 AT1314'SET IN THE TOP OF
 AT1314'A CONCRETE CYLINDER WHICH IS SET FLUSH WITH GROUND.
 AT1314'THE MARK IS 45 FEET NORTH OF
 AT1314'NORTHEAST CORNER OF FIRE STATION, 22 FEET
 AT1314'SOUTHWEST OF CENTER OF ROAD AND 3 FEET
 AT1314'SOUTHEAST OF UTILITY POLE.
 AT1314'
 AT1314'REFERENCE MARK 2, A STANDARD DISK STAMPED HERMITAGE NO 2 1966, IS
 AT1314'SET IN THE TOP OF
 AT1314'A CONCRETE CYLINDER WHICH IS SET FLUSH WITH GROUND.
 AT1314'THE MARK IS 9 FEET SOUTH OF REAR
 AT1314'ENTRANCE TO FIRE STATION AND 3.2 FEET
 AT1314'SOUTHWEST OF SOUTHWEST CORNER OF FIRE STATION.
 AT1314'
 AT1314'AZIMUTH MARK, A STANDARD DISK STAMPED HERMITAGE 1966, IS CRIMPED
 AT1314'TO THE TOP OF A
 AT1314'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1314'ENCASED IN 4 INCH ORANGEBURG SOIL
 AT1314'PIPE WHICH PROJECTS ABOUT 2.6 FEET.
 AT1314'THE MARK IS 66 FEET NORTH OF SHELL ROAD IN FRONT OF
 AT1314'CABINS, 29 FEET
 AT1314'NORTHWEST OF NORTHWEST CORNER OF GREEN CABIN, 11 FEET NORTH OF
 AT1314'NORTHEAST CORNER OF
 AT1314'CABIN NAMED DOTTIE-LOU, 12 FEET NORTHWEST OF UTILITY
 AT1314'POLE AND 1 FOOT WEST OF WITNESS POST.
 AT1314'
 AT1314'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 AT1314'ON SHELL ROAD 0.3
 AT1314'MILE TO END OF ROAD AND MARK ON RIGHT BEHIND CABIN.
 AT1314'
 AT1314'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2771 ***********************************************************************
 BX2771  DESIGNATION -  HERTZ
 BX2771  PID         -  BX2771
 BX2771  STATE/COUNTY-  LA/NATCHITOCHES
 BX2771  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2771
 BX2771                         *CURRENT SURVEY CONTROL
 BX2771  ___________________________________________________________________
 BX2771* NAD 83(1992)-  31 33 32.77936(N)    092 57 46.59901(W)     ADJUSTED  
 BX2771* NAVD 88     -        32.7    (meters)     107.     (feet)  VERTCON   
 BX2771  ___________________________________________________________________
 BX2771  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 BX2771  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2771
 BX2771  HORZ ORDER  -  SECOND
 BX2771
 BX2771.The horizontal coordinates were established by classical geodetic methods
 BX2771.and adjusted by the National Geodetic Survey in January 1993..
 BX2771
 BX2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2771
 BX2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2771
 BX2771.The geoid height was determined by GEOID03.
 BX2771
 BX2771;                    North         East     Units Scale Factor Converg.
 BX2771;SPC LA N     -   117,522.505   956,049.945   MT  0.99993421   -0 14 41.1
 BX2771;SPC LA N     -   385,571.75  3,136,640.53   sFT  0.99993421   -0 14 41.1
 BX2771;UTM  15      - 3,491,568.142   503,516.766   MT  0.99960015   +0 01 09.8
 BX2771
 BX2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2771!SPC LA N     -   0.99999897  x   0.99993421  =   0.99993318
 BX2771!UTM  15      -   0.99999897  x   0.99960015  =   0.99959912
 BX2771
 BX2771|---------------------------------------------------------------------|
 BX2771| PID    Reference Object                     Distance      Geod. Az  |
 BX2771|                                                           dddmmss.s |
 BX2771| CY3793 HERTZ RM 1                           25.089 METERS 16254     |
 BX2771| CY3791 HERTZ AZ MK 1                                      1965523.1 |
 BX2771| CY3792 HERTZ AZ MK 2                                      2665709.7 |
 BX2771| CY3794 HERTZ RM 2                           23.246 METERS 34254     |
 BX2771|---------------------------------------------------------------------|
 BX2771
 BX2771                          SUPERSEDED SURVEY CONTROL
 BX2771
 BX2771  NAD 83(1986)-  31 33 32.80001(N)    092 57 46.59152(W) AD(       ) 2
 BX2771  NAD 27      -  31 33 32.19350(N)    092 57 46.01250(W) AD(       ) 2
 BX2771  NGVD 29 (07/19/86)   32.7    (m)          107.     (f) VERT ANG       
 BX2771
 BX2771.Superseded values are not recommended for survey control.
 BX2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2771.See file dsdata.txt to determine how the superseded data were derived.
 BX2771
 BX2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0351791568(NAD 83)
 BX2771_MARKER: DD = SURVEY DISK
 BX2771_SETTING: 0 = UNSPECIFIED SETTING
 BX2771
 BX2771  HISTORY     - Date     Condition        Report By
 BX2771  HISTORY     - 1968     MONUMENTED       LADTD
 BX2771  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2771
 BX2771                          STATION DESCRIPTION
 BX2771
 BX2771'DESCRIBED BY LA TRANSP AND DEV 1968 (RT)
 BX2771'STATION MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2771'STAMPED HERTZ 1968, IS SET IN THE TOP OF A CONCRETE POST THAT IS
 BX2771'4 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK 26.5 FEET
 BX2771'WEST OF THE CENTER OF A GRAVEL ROAD, 1.5 FEET WEST OF A
 BX2771'NORTH-SOUTH FENCE, 72 FEET SOUTH OF A FENCE CORNER AND 2.2 FEET
 BX2771'WEST OF A METAL WITNESS POST AND SIGN.
 BX2771'
 BX2771'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1
 BX2771'AND STATE HIGHWAY 494 IN NATCHITOCHES, DRIVE SOUTH ALONG STATE
 BX2771'HIGHWAY 1 FOR 16.01 MILES TO A GRAVEL ROAD ON THE LEFT, TURN
 BX2771'LEFT AND DRIVE 0.5 MILES TO THE INTERSECTION WITH ANOTHER GRAVEL
 BX2771'ROAD, TURN LEFT AND DRIVE 0.2 MILE TO THE STATION SET ON THE
 BX2771'LEFT SIDE OF THE ROAD NEAR A FENCE.
 BX2771'
 BX2771'REFERENCE MARK 1, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2771'STAMPED HERTZ NO. 1 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2771'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 27 FEET
 BX2771'WEST OF THE CENTER OF A GRAVEL ROAD, 1.6 FEET WEST OF A FENCE
 BX2771'AND 3 FEET NORTHWEST OF A BRACE POST IN THE FENCE.
 BX2771'
 BX2771'REFERENCE MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2771'STAMPED HERTZ NO. 2 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2771'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 BX2771'IS 1.9 FEET WEST OF A NORTH-SOUTH FENCE, 2 FEET NORTHEAST OF A
 BX2771'FENCE LEADING NORTHWEST, 23.5 FEET WEST OF THE CENTER OF A GRAVEL
 BX2771'ROAD AND 3.5 FEET NORTHWEST OF A FENCE CORNER.
 BX2771'
 BX2771'AZIMUTH MARK 1, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2771'STAMPED HERTZ 1968, IS SET IN THE TOP OF A CONCRETE POST THAT
 BX2771'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 42 FEET SOUTHWEST
 BX2771'OF THE CENTER OF STATE HIGHWAY 1, 38.6 FEET NORTHEAST OF THE
 BX2771'EAST RAIL OF THE TEXAS AND PACIFIC RAILROAD, 95 FEET EAST OF A
 BX2771'SIGNAL BOX ON THE EAST SIDE OF THE RAILROAD, 68 FEET
 BX2771'EAST-SOUTHEAST OF TELEGRAPH POLE NO. 8093 AND 1.5 FEET
 BX2771'SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BX2771'
 BX2771'TO REACH AZIMUTH MARK HERTZ FROM THE STATION, DRIVE 0.2 MILE
 BX2771'SOUTH ALONG A GRAVEL ROAD TURN RIGHT ON ANOTHER GRAVEL ROAD AND
 BX2771'DRIVE 0.5 MILE TO STATE HIGHWAY 1, TURN LEFT ON STATE HIGHWAY
 BX2771'1 AND DRIVE 0.3 MILE TO THE MARK ON THE RIGHT SIDE OF THE
 BX2771'HIGHWAY NEAR TEXAS AND PACIFIC RAILROAD SIGNAL BOX.
 BX2771'
 BX2771'AZIMUTH MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2771'STAMPED HERTZ NO. 2 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2771'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 15.2 FEET
 BX2771'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 1, 10.4 FEET SOUTHEAST
 BX2771'OF THE SOUTHWEST END OF A BRIDGE ON STATE HIGHWAY 1, 2.6 FEET
 BX2771'SOUTHWEST OF A CONCRETE POST FOR BRIDGE GUARD RAIL AND 1.2 FEET
 BX2771'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BX2771'
 BX2771'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE 0.2 MILE SOUTH
 BX2771'ALONG A GRAVEL ROAD, TURN LEFT ON ANOTHER GRAVEL ROAD AND DRIVE
 BX2771'0.5 MILE TO STATE HIGHWAY 1, TURN RIGHT ON STATE HIGHWAY 1 AND
 BX2771'DRIVE 0.5 MILE TO MARK SET LEFT OF HIGHWAY NEAR A BRIDGE.
 BX2771
 BX2771                          STATION RECOVERY (2001)
 BX2771
 BX2771'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX2771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2800 ***********************************************************************
 BJ2800  DESIGNATION -  HESS BOLT USE
 BJ2800  PID         -  BJ2800
 BJ2800  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2800  USGS QUAD   -  INNIS (1994)
 BJ2800
 BJ2800                         *CURRENT SURVEY CONTROL
 BJ2800  ___________________________________________________________________
 BJ2800* NAD 83(1986)-  30 58 12.     (N)    091 40 00.     (W)     SCALED    
 BJ2800* NAVD 88     -        13.56   (+/-2cm)      44.5    (feet)  VERTCON   
 BJ2800  ___________________________________________________________________
 BJ2800  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2800
 BJ2800  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2800
 BJ2800.The horizontal coordinates were scaled from a topographic map and have
 BJ2800.an estimated accuracy of +/- 6 seconds.
 BJ2800
 BJ2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2800.The vertical order pertains to the NGVD 29 superseded value.
 BJ2800
 BJ2800.The geoid height was determined by GEOID03.
 BJ2800
 BJ2800;                    North         East    Units  Estimated Accuracy
 BJ2800;SPC LA S     -   273,850.      968,150.      MT  (+/- 180 meters Scaled)
 BJ2800
 BJ2800                          SUPERSEDED SURVEY CONTROL
 BJ2800
 BJ2800  NGVD 29 (??/??/??)   13.546  (m)           44.44   (f) ADJUSTED    1 2
 BJ2800
 BJ2800.Superseded values are not recommended for survey control.
 BJ2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2800.See file dsdata.txt to determine how the superseded data were derived.
 BJ2800
 BJ2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ273270(NAD 83)
 BJ2800_MARKER: B = BOLT
 BJ2800_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2800_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2800
 BJ2800  HISTORY     - Date     Condition        Report By
 BJ2800  HISTORY     - UNK      MONUMENTED       DOD
 BJ2800  HISTORY     - 1938     GOOD             DOD
 BJ2800  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2800
 BJ2800                          STATION DESCRIPTION
 BJ2800
 BJ2800'DESCRIBED BY US DEPARTMENT OF DEFENSE 1938
 BJ2800'IN FILSTON.
 BJ2800'AT FILSTON (P.O. PHILLIPSTON), POINTE COUPEE PARISH, ON THE RIGHT BANK
 BJ2800'OF MISSISSIPPI RIVER, AT THE CONFLUENCE OF RED RIVER, 273 FEET
 BJ2800'NORTHEAST OF CHANNEL LIGHT 0.2 ON THE ABANDONED LEVEE, 259 FEET
 BJ2800'SOUTHEAST OF THE RAMP AND ROAD ACROSS THE LEVEE (THE ROAD LEADS TO
 BJ2800'ANGOLA FERRY), 100 FEET RIVERSIDE OF THE CENTERLINE OF THE CONTROLLING
 BJ2800'LEVEE OPPOSITE STATION 313+47 OF THE LEVEE-MARKER SURVEY, AND 36 FEET
 BJ2800'SOUTH OF THE SOUTH EDGE OF THE EXISTING BORROW PIT.  A COPPER BOLT,
 BJ2800'SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 BJ2800'HAD THROUGH AN IRON PIPE PROJECTING 16 INCHES ABOVE GROUND AND BEARING
 BJ2800'A CORPS OF ENGINEERS, U. S. ARMY STANDARD CAP.
 BJ2800
 BJ2800                          STATION RECOVERY (1964)
 BJ2800
 BJ2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2799 ***********************************************************************
 BJ2799  DESIGNATION -  HESS CAP USE
 BJ2799  PID         -  BJ2799
 BJ2799  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2799  USGS QUAD   -  INNIS (1994)
 BJ2799
 BJ2799                         *CURRENT SURVEY CONTROL
 BJ2799  ___________________________________________________________________
 BJ2799* NAD 83(1986)-  30 58 12.     (N)    091 40 00.     (W)     SCALED    
 BJ2799* NAVD 88     -        14.80   (+/-2cm)      48.6    (feet)  VERTCON   
 BJ2799  ___________________________________________________________________
 BJ2799  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2799
 BJ2799  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2799
 BJ2799.The horizontal coordinates were scaled from a topographic map and have
 BJ2799.an estimated accuracy of +/- 6 seconds.
 BJ2799
 BJ2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2799.The vertical order pertains to the NGVD 29 superseded value.
 BJ2799
 BJ2799.The geoid height was determined by GEOID03.
 BJ2799
 BJ2799;                    North         East    Units  Estimated Accuracy
 BJ2799;SPC LA S     -   273,850.      968,150.      MT  (+/- 180 meters Scaled)
 BJ2799
 BJ2799                          SUPERSEDED SURVEY CONTROL
 BJ2799
 BJ2799  NGVD 29 (??/??/??)   14.780  (m)           48.49   (f) ADJUSTED    1 2
 BJ2799
 BJ2799.Superseded values are not recommended for survey control.
 BJ2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2799.See file dsdata.txt to determine how the superseded data were derived.
 BJ2799
 BJ2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ273270(NAD 83)
 BJ2799_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2799_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2799
 BJ2799  HISTORY     - Date     Condition        Report By
 BJ2799  HISTORY     - UNK      MONUMENTED       DOD
 BJ2799  HISTORY     - 1938     GOOD             DOD
 BJ2799  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2799
 BJ2799                          STATION DESCRIPTION
 BJ2799
 BJ2799'DESCRIBED BY US DEPARTMENT OF DEFENSE 1938
 BJ2799'IN FILSTON.
 BJ2799'AT FILSTON (P.O. PHILLIPSTON), POINTE COUPEE PARISH, ON THE RIGHT BANK
 BJ2799'OF MISSISSIPPI RIVER, AT THE CONFLUENCE OF RED RIVER, 273 FEET
 BJ2799'NORTHEAST OF CHANNEL LIGHT 0.2 ON THE ABANDONED LEVEE, 259 FEET
 BJ2799'SOUTHEAST OF THE RAMP AND ROAD ACROSS THE LEVEE (THE ROAD LEADS TO
 BJ2799'ANGOLA FERRY), 100 FEET RIVERSIDE OF THE CENTERLINE OF THE CONTROLLING
 BJ2799'LEVEE OPPOSITE STATION 313+47 OF THE LEVEE-MARKER SURVEY, AND 36 FEET
 BJ2799'SOUTH OF THE SOUTH EDGE OF THE EXISTING BORROW PIT.  AN IRON PIPE
 BJ2799'PROJECTING 16 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.
 BJ2799'S. ARMY STANDARD CAP.
 BJ2799
 BJ2799                          STATION RECOVERY (1964)
 BJ2799
 BJ2799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2586 ***********************************************************************
 BX2586  DESIGNATION -  HESSMER 2
 BX2586  PID         -  BX2586
 BX2586  STATE/COUNTY-  LA/AVOYELLES
 BX2586  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2586
 BX2586                         *CURRENT SURVEY CONTROL
 BX2586  ___________________________________________________________________
 BX2586* NAD 83(1992)-  31 03 35.50198(N)    092 07 20.87281(W)     ADJUSTED  
 BX2586* NAVD 88     -        23.9    (meters)      78.     (feet)  VERTCON   
 BX2586  ___________________________________________________________________
 BX2586  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BX2586  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX2586
 BX2586  HORZ ORDER  -  FIRST
 BX2586
 BX2586.The horizontal coordinates were established by classical geodetic methods
 BX2586.and adjusted by the National Geodetic Survey in January 1993..
 BX2586
 BX2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2586
 BX2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2586
 BX2586.The geoid height was determined by GEOID03.
 BX2586
 BX2586;                    North         East     Units Scale Factor Converg.
 BX2586;SPC LA N     -    62,139.299 1,036,034.552   MT  1.00002593   +0 11 58.6
 BX2586;SPC LA N     -   203,868.68  3,399,056.69   sFT  1.00002593   +0 11 58.6
 BX2586;UTM  15      - 3,436,566.949   583,724.006   MT  0.99968646   +0 27 10.0
 BX2586
 BX2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2586!SPC LA N     -   1.00000049  x   1.00002593  =   1.00002642
 BX2586!UTM  15      -   1.00000049  x   0.99968646  =   0.99968695
 BX2586
 BX2586|---------------------------------------------------------------------|
 BX2586| PID    Reference Object                     Distance      Geod. Az  |
 BX2586|                                                           dddmmss.s |
 BX2586| CY3796 HESSMER RM 2                         37.561 METERS 10158     |
 BX2586| BX0728 HESSMER=F 14                         47.101 METERS 13006     |
 BX2586| CY3798 HESSMER 2 RM 1                       46.540 METERS 20420     |
 BX2586| CY3797 HESSMER 2 AZ MK                                    2132417.9 |
 BX2586|---------------------------------------------------------------------|
 BX2586
 BX2586                          SUPERSEDED SURVEY CONTROL
 BX2586
 BX2586  NAD 83(1986)-  31 03 35.52176(N)    092 07 20.86804(W) AD(       ) 1
 BX2586  NAD 27      -  31 03 34.84189(N)    092 07 20.41791(W) AD(       ) 1
 BX2586  NGVD 29 (07/19/86)   23.9    (m)           78.     (f) VERT ANG       
 BX2586
 BX2586.Superseded values are not recommended for survey control.
 BX2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2586.See file dsdata.txt to determine how the superseded data were derived.
 BX2586
 BX2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8372436567(NAD 83)
 BX2586_MARKER: DS = TRIANGULATION STATION DISK
 BX2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2586
 BX2586  HISTORY     - Date     Condition        Report By
 BX2586  HISTORY     - 1969     MONUMENTED       CGS
 BX2586
 BX2586                          STATION DESCRIPTION
 BX2586
 BX2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2586'(NO MEASUREMENT WAS MADE BETWEEN THE RMS DUE TO FENCE ON LINE)
 BX2586'
 BX2586'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF HESSMER, WHICH IS
 BX2586'4-1/2 MILES WEST ALONG STATE HIGHWAY 114 FROM MANSURA AND 6 MILES
 BX2586'SOUTH-SOUTHWEST ALONG STATE HIGHWAY 115 FROM MARKSVILLE, IN THE
 BX2586'NORTHWEST ANGLE OF THE INTERSECTION OF THE RAILROAD AND STATE
 BX2586'HIGHWAY 115, ON PROPERTY OF MR. PAUL BORDELON.
 BX2586'
 BX2586'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114 AND
 BX2586'115 IN HESSMER, GO NORTH OF STATE HIGHWAY 115 FOR 0.2 MILE TO THE
 BX2586'RAILROAD TRACKS, CROSS RAILROAD TRACKS AND TURN LEFT AND GO 0.05
 BX2586'MILE TO THE STATION.  THE AZIMUTH MARK IS 0.15 MILE WEST ALONG
 BX2586'STATE HIGHWAY 114 FROM THE JUNCTION OF STATE HIGHWAYS 114 AND
 BX2586'115.
 BX2586'
 BX2586'STATION MARK IS A STANDARD DISK STAMPED, HESSMER 2 1969, SET IN
 BX2586'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS 14 INCHES
 BX2586'BELOW THE SURFACE OF THE GROUND.  IT 1S 120 FEET WEST OF A FENCE
 BX2586'CORNER, 78 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 38 FEET
 BX2586'SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 3.0 FEET
 BX2586'SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2586'
 BX2586'REFERENCE MARK 1 IS STANDARD DISK STAMPED, HESSMER 2 NO 1 1969,
 BX2586'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2586'1 INCH.  IT IS 58 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD AND
 BX2586'5 FEET EAST OF A POWER LINE POLE.
 BX2586'
 BX2586'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, HESSMER RM 2 1919,
 BX2586'SET IN THE TOP OF A 14 INCH BY 14 INCH CONCRETE MONUMENT THAT IS
 BX2586'FLUSH.  IT IS 33.8 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 BX2586'HOUSE, 16 FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD,
 BX2586'5.0 FEET NORTH OF A FENCE AND 3.0 FEET EAST OF A FENCE.
 BX2586'
 BX2586'AZIMUTH MARK IS A STANDARD DISK STAMPED, HESSMER 2 1969, SET
 BX2586'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2586'2 INCHES.  IT IS 31.0 FEET NORTH OF THE CENTER OF STATE
 BX2586'HIGHWAY 114, 2.0 FEET EAST OF A METAL WITNESS POST WITH A
 BX2586'SIGN ATTACHED, AND 1.0 FOOT SOUTH OF A FENCE.
 BX2586'
 BX2586'A TRAVERSE TIE WAS MADE TO HESSMER 1919.
 BX2586'
 BX2586'HEIGHT OF LIGHT ABOVE STATION MARK 34.83 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2591 ***********************************************************************
 BX2591  DESIGNATION -  HESSMER LA ARK RWY CO KDV 157
 BX2591  PID         -  BX2591
 BX2591  STATE/COUNTY-  LA/AVOYELLES
 BX2591  USGS QUAD   -  BELLE D'EAU (1983)
 BX2591
 BX2591                         *CURRENT SURVEY CONTROL
 BX2591  ___________________________________________________________________
 BX2591* NAD 83(1992)-  31 03 33.83044(N)    092 08 37.40105(W)     ADJUSTED  
 BX2591* NAVD 88     -                                                        
 BX2591  ___________________________________________________________________
 BX2591  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BX2591  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX2591
 BX2591  HORZ ORDER  -  THIRD
 BX2591
 BX2591.The horizontal coordinates were established by classical geodetic methods
 BX2591.and adjusted by the National Geodetic Survey in January 1993..
 BX2591
 BX2591
 BX2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2591
 BX2591.The geoid height was determined by GEOID03.
 BX2591
 BX2591;                    North         East     Units Scale Factor Converg.
 BX2591;SPC LA N     -    62,080.950 1,034,005.735   MT  1.00002605   +0 11 18.1
 BX2591;SPC LA N     -   203,677.25  3,392,400.48   sFT  1.00002605   +0 11 18.1
 BX2591;UTM  15      - 3,436,499.653   581,696.159   MT  0.99968233   +0 26 30.5
 BX2591
 BX2591                          SUPERSEDED SURVEY CONTROL
 BX2591
 BX2591  NAD 83(1986)-  31 03 33.85025(N)    092 08 37.39581(W) AD(       ) 4
 BX2591  NAD 27      -  31 03 33.16983(N)    092 08 36.94515(W) AD(       ) 3
 BX2591
 BX2591.Superseded values are not recommended for survey control.
 BX2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2591.See file dsdata.txt to determine how the superseded data were derived.
 BX2591
 BX2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8169636500(NAD 83)
 BX2591_MARKER: 43 = RADIO/TV TOWER
 BX2591
 BX2591  HISTORY     - Date     Condition        Report By
 BX2591  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2591  HISTORY     - 20041119 GOOD             USPSQD
 BX2591
 BX2591                          STATION DESCRIPTION
 BX2591
 BX2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2591'THE RED LIGHT ON TOP OF THE LOUISIANA-ARKANAS RAILWAY COMPANY
 BX2591'KDV 157 MICROWAVE TOWER.  THE TOWER IS A TRIANGULAR SHAPED
 BX2591'STRUCTURE, OF STRUCTURAL STEEL PAINTED ALTERNATELY RED AND WHITE
 BX2591'WITH TWO ANTENNAS NEAR THE TOP.  IT IS ABOUT 200 FEET IN HEIGHT.
 BX2591'
 BX2591'TO REACH FROM THE POST OFFICE IN HESSMER, GO SOUTH ON STATE
 BX2591'HIGHWAY 115 FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAYS 114
 BX2591'AND 115.  TURN RIGHT AND GO WESTERLY ON STATE HIGHWAY 114 FOR
 BX2591'1.3 MILES TO THE STATION ON THE LEFT, SOUTH SIDE OF ROAD.
 BX2591
 BX2591                          STATION RECOVERY (2004)
 BX2591
 BX2591'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BX2591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2585 ***********************************************************************
 BX2585  DESIGNATION -  HESSMER MUN TANK
 BX2585  PID         -  BX2585
 BX2585  STATE/COUNTY-  LA/AVOYELLES
 BX2585  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2585
 BX2585                         *CURRENT SURVEY CONTROL
 BX2585  ___________________________________________________________________
 BX2585* NAD 83(1992)-  31 03 11.38194(N)    092 07 18.40498(W)     ADJUSTED  
 BX2585* NAVD 88     -                                                        
 BX2585  ___________________________________________________________________
 BX2585  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BX2585  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BX2585
 BX2585  HORZ ORDER  -  THIRD
 BX2585
 BX2585.The horizontal coordinates were established by classical geodetic methods
 BX2585.and adjusted by the National Geodetic Survey in January 1993..
 BX2585
 BX2585
 BX2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2585
 BX2585.The geoid height was determined by GEOID03.
 BX2585
 BX2585;                    North         East     Units Scale Factor Converg.
 BX2585;SPC LA N     -    61,396.679 1,036,102.574   MT  1.00002767   +0 11 59.9
 BX2585;SPC LA N     -   201,432.27  3,399,279.86   sFT  1.00002767   +0 11 59.9
 BX2585;UTM  15      - 3,435,824.889   583,795.284   MT  0.99968661   +0 27 11.0
 BX2585
 BX2585                          SUPERSEDED SURVEY CONTROL
 BX2585
 BX2585  NAD 83(1986)-  31 03 11.40174(N)    092 07 18.39996(W) AD(       ) 4
 BX2585  NAD 27      -  31 03 10.71965(N)    092 07 17.95106(W) AD(       ) 3
 BX2585
 BX2585.Superseded values are not recommended for survey control.
 BX2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2585.See file dsdata.txt to determine how the superseded data were derived.
 BX2585
 BX2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8379535825(NAD 83)
 BX2585_MARKER: 53 = ELEVATED TANK
 BX2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2585+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX2585
 BX2585  HISTORY     - Date     Condition        Report By
 BX2585  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2585  HISTORY     - 20040204 GOOD             USPSQD
 BX2585
 BX2585                          STATION DESCRIPTION
 BX2585
 BX2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2585'THE STATION IS THE FINIAL AT THE TOP OF THE TANK.  IT IS A
 BX2585'FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER IN COLOR WITH THE
 BX2585'LEGEND HESSMER PAINTED ON IT AND HAS AN OVERALL HEIGHT OF 150
 BX2585'FEET.
 BX2585'
 BX2585'IT IS LOCATED IN THE VILLAGE OF HESSMER JUST SOUTH OF THE
 BX2585'CITY HALL AND 0.15 MILE EAST OF STATE HIGHWAY 115.
 BX2585'
 BX2585'TO REACH FROM THE POST OFFICE IN HESSMER, GO SOUTHERLY ON STATE
 BX2585'HIGHWAY 115 FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT FOR 0.15
 BX2585'MILE TO THE TANK ON THE RIGHT.
 BX2585
 BX2585                          STATION RECOVERY (2004)
 BX2585
 BX2585'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX2585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0729 ***********************************************************************
 BX0729  DESIGNATION -  HESSMER RM 1
 BX0729  PID         -  BX0729
 BX0729  STATE/COUNTY-  LA/AVOYELLES
 BX0729  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0729
 BX0729                         *CURRENT SURVEY CONTROL
 BX0729  ___________________________________________________________________
 BX0729* NAD 83(1986)-  31 03 35.     (N)    092 07 20.     (W)     SCALED    
 BX0729* NAVD 88     -        24.08   (+/-2cm)      79.0    (feet)  VERTCON   
 BX0729  ___________________________________________________________________
 BX0729  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX0729
 BX0729  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0729
 BX0729.The horizontal coordinates were scaled from a topographic map and have
 BX0729.an estimated accuracy of +/- 6 seconds.
 BX0729
 BX0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0729.The vertical order pertains to the NGVD 29 superseded value.
 BX0729
 BX0729.The geoid height was determined by GEOID03.
 BX0729
 BX0729;                    North         East    Units  Estimated Accuracy
 BX0729;SPC LA N     -    62,120.    1,036,060.      MT  (+/- 180 meters Scaled)
 BX0729
 BX0729                          SUPERSEDED SURVEY CONTROL
 BX0729
 BX0729  NGVD 29 (??/??/??)   24.053  (m)           78.91   (f) ADJUSTED    1 2
 BX0729
 BX0729.Superseded values are not recommended for survey control.
 BX0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0729.See file dsdata.txt to determine how the superseded data were derived.
 BX0729
 BX0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ837365(NAD 83)
 BX0729_MARKER: DR = REFERENCE MARK DISK
 BX0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0729_STAMPING: HESSMER RM 1 1919
 BX0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0729+STABILITY: SURFACE MOTION
 BX0729
 BX0729  HISTORY     - Date     Condition        Report By
 BX0729  HISTORY     - 1935     MONUMENTED       CGS
 BX0729  HISTORY     - 1962     GOOD             CGS
 BX0729
 BX0729                          STATION DESCRIPTION
 BX0729
 BX0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0729'IN HESSMER.
 BX0729'LOCATED AT HESSMER AT THE WEST END OF THE RAILROAD STATION ALONG THE
 BX0729'LOUISIANA AND ARKANSAS RAILROAD, 6 1/2 RAILS WEST OF THE ROAD
 BX0729'CROSSING, 98.4 FEET WEST OF TRIANGULATION STATION HESSMER 1919 AND A
 BX0729'METAL WITNESS POST, 12.2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS,
 BX0729'16.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 48 FEET
 BX0729'SOUTHWEST OF THE SECOND TELEGRAPH POLE WEST OF THE ROAD CROSSING, 49
 BX0729'FEET WEST OF THE CENTER OF THE CONCRETE FOUNDATION FOR A BLOCK SIGNAL
 BX0729'IN FRONT OF THE RAILROAD STATION, 13 FEET NORTHWEST OF THE TELEGRAPH
 BX0729'POLE SOUTH OF THE TRACKS.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BX0729'CONCRETE POST, AT THE SOUTH EDGE OF THE LOADING PLATFORM AND ABOUT 3
 BX0729'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0764 ***********************************************************************
 BX0764  DESIGNATION -  HH 96
 BX0764  PID         -  BX0764
 BX0764  STATE/COUNTY-  LA/RAPIDES
 BX0764  USGS QUAD   -  ALEXANDRIA (1992)
 BX0764
 BX0764                         *CURRENT SURVEY CONTROL
 BX0764  ___________________________________________________________________
 BX0764* NAD 83(1986)-  31 19 19.     (N)    092 27 58.     (W)     SCALED    
 BX0764* NAVD 88     -        25.576  (meters)      83.91   (feet)  ADJUSTED  
 BX0764  ___________________________________________________________________
 BX0764  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX0764  DYNAMIC HT  -          25.545 (meters)      83.81  (feet)  COMP
 BX0764  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 BX0764
 BX0764  VERT ORDER  -  FIRST     CLASS I
 BX0764
 BX0764.The horizontal coordinates were scaled from a topographic map and have
 BX0764.an estimated accuracy of +/- 6 seconds.
 BX0764
 BX0764.The orthometric height was determined by differential leveling
 BX0764.and adjusted by the National Geodetic Survey in February 1994..
 BX0764
 BX0764.The geoid height was determined by GEOID03.
 BX0764
 BX0764.The dynamic height is computed by dividing the NAVD 88
 BX0764.geopotential number by the normal gravity value computed on the
 BX0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0764.degrees latitude (g = 980.6199 gals.).
 BX0764
 BX0764.The modeled gravity was interpolated from observed gravity values.
 BX0764
 BX0764;                    North         East    Units  Estimated Accuracy
 BX0764;SPC LA N     -    91,140.    1,003,230.      MT  (+/- 180 meters Scaled)
 BX0764
 BX0764                          SUPERSEDED SURVEY CONTROL
 BX0764
 BX0764  NAVD 88 (06/15/91)   25.576  (m)           83.91   (f) UNKNOWN     1 1
 BX0764  NGVD 29 (??/??/??)   25.566  (m)           83.88   (f) ADJUSTED    1 1
 BX0764
 BX0764.Superseded values are not recommended for survey control.
 BX0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0764.See file dsdata.txt to determine how the superseded data were derived.
 BX0764
 BX0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ507654(NAD 83)
 BX0764_MARKER: DB = BENCH MARK DISK
 BX0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0764_SP_SET: PILLAR
 BX0764_STAMPING: HH 96 1938
 BX0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0764
 BX0764  HISTORY     - Date     Condition        Report By
 BX0764  HISTORY     - 1938     MONUMENTED       CGS
 BX0764  HISTORY     - 1966     GOOD             CGS
 BX0764  HISTORY     - 1970     GOOD             NGS
 BX0764  HISTORY     - 1977     GOOD             NGS
 BX0764  HISTORY     - 1982     GOOD             LADTD
 BX0764  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 BX0764
 BX0764                          STATION DESCRIPTION
 BX0764
 BX0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0764'2.0 MI NW FROM ALEXANDRIA.
 BX0764'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0764'ALEXANDRIA, THENCE 1.55 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0764'RAILROAD, AT THE OVERPASS OF U.S. HIGHWAYS 71, 165, AND 167, ABOUT
 BX0764'0.25 MILE SOUTHEAST OF MILEPOST 196, SET VERTICALLY IN THE NORTHEAST
 BX0764'FACE OF THE FIRST CONCRETE PILLAR SOUTHWEST OF THE TRACK, 23 FEET
 BX0764'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, ABOUT 6 1/2
 BX0764'FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
 BX0764
 BX0764                          STATION RECOVERY (1970)
 BX0764
 BX0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0764'RECOVERED IN GOOD CONDITION.
 BX0764
 BX0764                          STATION RECOVERY (1977)
 BX0764
 BX0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0764'RECOVERED IN GOOD CONDITION.
 BX0764
 BX0764                          STATION RECOVERY (1982)
 BX0764
 BX0764'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BX0764'RECOVERED IN GOOD CONDITION.
 BX0764
 BX0764                          STATION RECOVERY (2005)
 BX0764
 BX0764'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX0764'ENTIRE AREA HAS BEEN REPLACED WITH NEW PILINGS AND OVERHEAD HIGHWAY
 BX0764'BRIDGES REPLACING ALL PREVIOUS CONCRETE STRUCTURES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6251 ***********************************************************************
 AH6251  DESIGNATION -  HI LO
 AH6251  PID         -  AH6251
 AH6251  STATE/COUNTY-  LA/TERREBONNE
 AH6251  USGS QUAD   -  HOUMA (1980)
 AH6251
 AH6251                         *CURRENT SURVEY CONTROL
 AH6251  ___________________________________________________________________
 AH6251* NAD 83(1992)-  29 34 55.16252(N)    090 41 38.12239(W)     ADJUSTED  
 AH6251* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6251  **This station is located in a subsidence area (see below).
 AH6251  ___________________________________________________________________
 AH6251  X           -     -67,230.974 (meters)                     COMP
 AH6251  Y           -  -5,550,851.266 (meters)                     COMP
 AH6251  Z           -   3,130,150.259 (meters)                     COMP
 AH6251  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6251  ELLIP HEIGHT-         -22.61  (meters)          (02/21/02) GPS OBS
 AH6251  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6251
 AH6251  HORZ ORDER  -  FIRST
 AH6251  ELLP ORDER  -  FIFTH     CLASS I
 AH6251
 AH6251.The horizontal coordinates were established by GPS observations
 AH6251.and adjusted by the National Geodetic Survey in December 1998..
 AH6251
 AH6251 ** The orthometric height has not been validated since last determined
 AH6251 ** by differential leveling and should not be used for control purposes.
 AH6251 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6251 ** area with valid NAVD 88 orthometric heights.
 AH6251 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6251 ** epoch indicated which incorporates improved geoid heights for the
 AH6251 ** Southern Louisiana Subsidence area.
 AH6251 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6251.The orthometric height was determined by GPS observations and a
 AH6251.high-resolution geoid model.
 AH6251
 AH6251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6251
 AH6251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6251
 AH6251.The ellipsoidal height was determined by GPS observations
 AH6251.and is referenced to NAD 83.
 AH6251
 AH6251.The geoid height was determined by GEOID03.
 AH6251
 AH6251;                    North         East     Units Scale Factor Converg.
 AH6251;SPC LA S     -   120,106.272 1,061,947.973   MT  0.99995229   +0 19 11.0
 AH6251;SPC LA S     -   394,048.66  3,484,074.31   sFT  0.99995229   +0 19 11.0
 AH6251;UTM  15      - 3,274,687.796   723,373.150   MT  1.00021569   +1 08 20.1
 AH6251
 AH6251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6251!SPC LA S     -   1.00000355  x   0.99995229  =   0.99995584
 AH6251!UTM  15      -   1.00000355  x   1.00021569  =   1.00021924
 AH6251
 AH6251                          SUPERSEDED SURVEY CONTROL
 AH6251
 AH6251  ELLIP H (12/17/98)  -22.56   (m)                       GP(       ) 4 2
 AH6251
 AH6251.Superseded values are not recommended for survey control.
 AH6251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6251.See file dsdata.txt to determine how the superseded data were derived.
 AH6251
 AH6251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2337374688(NAD 83)
 AH6251_MARKER: I = METAL ROD
 AH6251_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6251_STAMPING: HI-LO
 AH6251_MARK LOGO: LA-109
 AH6251_PROJECTION: RECESSED 10 CENTIMETERS
 AH6251_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6251+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 AH6251_ROD/PIPE-DEPTH: 18.3 meters
 AH6251_SLEEVE-DEPTH  :  0.9 meters
 AH6251
 AH6251  HISTORY     - Date     Condition        Report By
 AH6251  HISTORY     - 1995     MONUMENTED       MPHI
 AH6251  HISTORY     - 20040621 GOOD             DEWDAV
 AH6251
 AH6251                          STATION DESCRIPTION
 AH6251
 AH6251'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6251'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6251'24 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HWY 57.  TURN RIGHT ON HWY
 AH6251'57 AND TRAVEL SOUTH FOR 1.4 MI (2.3 KM) TO THE STATION ON THE LEFT.
 AH6251'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE
 AH6251'STATION IS 36.2 FT (11.0 M) NORTHEAST FROM THE CENTERLINE OF HWY 57,
 AH6251'79.1 FT (24.1 M) NORTHWEST FROM THE FIRE HYDRANT, 105.7 FT (32.2 M)
 AH6251'NORTHWEST FROM THE PROJECTED CENTERLINE OF HIALEAH AVENUE, AND 86.7 FT
 AH6251'(26.4 M) SOUTHEAST FROM THE POWER POLE WITH A LIGHT.
 AH6251
 AH6251                          STATION RECOVERY (2004)
 AH6251
 AH6251'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AH6251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1309 ***********************************************************************
 BX1309  DESIGNATION -  HICKMAN BOLT
 BX1309  PID         -  BX1309
 BX1309  STATE/COUNTY-  LA/NATCHITOCHES
 BX1309  USGS QUAD   -  ALOHA (1992)
 BX1309
 BX1309                         *CURRENT SURVEY CONTROL
 BX1309  ___________________________________________________________________
 BX1309* NAD 83(1986)-  31 35 59.     (N)    092 50 33.     (W)     SCALED    
 BX1309* NAVD 88     -        29.19   (+/-2cm)      95.8    (feet)  VERTCON   
 BX1309  ___________________________________________________________________
 BX1309  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1309
 BX1309  VERT ORDER  -  ? (See Below)
 BX1309
 BX1309.The horizontal coordinates were scaled from a topographic map and have
 BX1309.an estimated accuracy of +/- 6 seconds.
 BX1309
 BX1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1309.The vertical order pertains to the NGVD 29 superseded value.
 BX1309
 BX1309.The geoid height was determined by GEOID03.
 BX1309
 BX1309;                    North         East    Units  Estimated Accuracy
 BX1309;SPC LA N     -   121,980.      967,500.      MT  (+/- 180 meters Scaled)
 BX1309
 BX1309                          SUPERSEDED SURVEY CONTROL
 BX1309
 BX1309  NGVD 29 (??/??/??)   29.205  (m)           95.82   (f) ADJUSTED    ?  
 BX1309
 BX1309.Superseded values are not recommended for survey control.
 BX1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1309.See file dsdata.txt to determine how the superseded data were derived.
 BX1309
 BX1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ149960(NAD 83)
 BX1309_MARKER: B = BOLT
 BX1309_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1309_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1309
 BX1309  HISTORY     - Date     Condition        Report By
 BX1309  HISTORY     - UNK      MONUMENTED       DOD
 BX1309  HISTORY     - 1956     MARK NOT FOUND   USGS
 BX1309  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1309
 BX1309                          STATION DESCRIPTION
 BX1309
 BX1309'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BX1309'IN ODRA.
 BX1309'AT ODRA, NATCHITOCHES PARISH, AT BUXTON LANDING, ON THE RIGHT BANK OF
 BX1309'RED RIVER, ON THE C.D. HICKMAN PLANTATION, 26 FEET SOUTHWEST OF THE
 BX1309'SOUTHWEST CORNER OF THE RESIDENCE, 11.2 FEET NORTH OF THE SOUTHWEST
 BX1309'CORNER OF THE FENCE, 3.8 FEET WEST OF THE NORTHWEST CORNER OF A
 BX1309'SMOKEHOUSE, AND 3.4 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A COPPER
 BX1309'BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 BX1309'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1309'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- LAND OWNER REPORTS THAT
 BX1309'THE MARK IS BURIED.
 BX1309
 BX1309                          STATION RECOVERY (1969)
 BX1309
 BX1309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1308 ***********************************************************************
 BX1308  DESIGNATION -  HICKMAN CAP
 BX1308  PID         -  BX1308
 BX1308  STATE/COUNTY-  LA/NATCHITOCHES
 BX1308  USGS QUAD   -  ALOHA (1992)
 BX1308
 BX1308                         *CURRENT SURVEY CONTROL
 BX1308  ___________________________________________________________________
 BX1308* NAD 83(1986)-  31 35 59.     (N)    092 50 33.     (W)     SCALED    
 BX1308* NAVD 88     -        30.40   (+/-2cm)      99.7    (feet)  VERTCON   
 BX1308  ___________________________________________________________________
 BX1308  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1308
 BX1308  VERT ORDER  -  ? (See Below)
 BX1308
 BX1308.The horizontal coordinates were scaled from a topographic map and have
 BX1308.an estimated accuracy of +/- 6 seconds.
 BX1308
 BX1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1308.The vertical order pertains to the NGVD 29 superseded value.
 BX1308
 BX1308.The geoid height was determined by GEOID03.
 BX1308
 BX1308;                    North         East    Units  Estimated Accuracy
 BX1308;SPC LA N     -   121,980.      967,500.      MT  (+/- 180 meters Scaled)
 BX1308
 BX1308                          SUPERSEDED SURVEY CONTROL
 BX1308
 BX1308  NGVD 29 (??/??/??)   30.422  (m)           99.81   (f) ADJUSTED    ?  
 BX1308
 BX1308.Superseded values are not recommended for survey control.
 BX1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1308.See file dsdata.txt to determine how the superseded data were derived.
 BX1308
 BX1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ149960(NAD 83)
 BX1308_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX1308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1308
 BX1308  HISTORY     - Date     Condition        Report By
 BX1308  HISTORY     - UNK      MONUMENTED       DOD
 BX1308  HISTORY     - 1956     MARK NOT FOUND   USGS
 BX1308  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1308
 BX1308                          STATION DESCRIPTION
 BX1308
 BX1308'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BX1308'IN ODRA.
 BX1308'AT ODRA, NATCHITOCHES PARISH, AT BUXTON LANDING, ON THE RIGHT BANK OF
 BX1308'RED RIVER, ON THE C.D. HICKMAN PLANTATION, 26 FEET SOUTHWEST OF THE
 BX1308'SOUTHWEST CORNER OF THE RESIDENCE, 11.2 FEET NORTH OF THE SOUTHWEST
 BX1308'CORNER OF THE FENCE, 3.8 FEET WEST OF THE NORTHWEST CORNER OF A
 BX1308'SMOKEHOUSE, AND 3.4 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  AN IRON
 BX1308'PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE--
 BX1308'LAND OWNER REPORTS THAT THE MARK IS BURIED.
 BX1308
 BX1308                          STATION RECOVERY (1969)
 BX1308
 BX1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1717 ***********************************************************************
 BX1717  DESIGNATION -  HICKORY
 BX1717  PID         -  BX1717
 BX1717  STATE/COUNTY-  LA/NATCHITOCHES
 BX1717  USGS QUAD   -  MARTHAVILLE (1988)
 BX1717
 BX1717                         *CURRENT SURVEY CONTROL
 BX1717  ___________________________________________________________________
 BX1717* NAD 83(1992)-  31 44 19.16915(N)    093 25 45.62467(W)     ADJUSTED  
 BX1717* NAVD 88     -       101.22   (+/-2cm)     332.1    (feet)  VERTCON   
 BX1717  ___________________________________________________________________
 BX1717  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BX1717  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1717
 BX1717  HORZ ORDER  -  FIRST
 BX1717  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1717
 BX1717.The horizontal coordinates were established by classical geodetic methods
 BX1717.and adjusted by the National Geodetic Survey in January 1993..
 BX1717
 BX1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1717.The vertical order pertains to the NGVD 29 superseded value.
 BX1717
 BX1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1717
 BX1717.The geoid height was determined by GEOID03.
 BX1717
 BX1717;                    North         East     Units Scale Factor Converg.
 BX1717;SPC LA N     -   137,713.655   911,943.714   MT  0.99991960   -0 29 28.8
 BX1717;SPC LA N     -   451,815.55  2,991,935.34   sFT  0.99991960   -0 29 28.8
 BX1717;UTM  15      - 3,511,548.667   459,331.748   MT  0.99962040   -0 13 33.1
 BX1717
 BX1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1717!SPC LA N     -   0.99998821  x   0.99991960  =   0.99990782
 BX1717!UTM  15      -   0.99998821  x   0.99962040  =   0.99960862
 BX1717
 BX1717|---------------------------------------------------------------------|
 BX1717| PID    Reference Object                     Distance      Geod. Az  |
 BX1717|                                                           dddmmss.s |
 BX1717| CV7707 HICKORY RM                           29.000 METERS 28935     |
 BX1717| BX2859 TANK                                481.556 METERS 3044116.0 |
 BX1717|---------------------------------------------------------------------|
 BX1717
 BX1717                          SUPERSEDED SURVEY CONTROL
 BX1717
 BX1717  NAD 83(1986)-  31 44 19.18327(N)    093 25 45.61859(W) AD(       ) 1
 BX1717  NAD 27      -  31 44 18.57600(N)    093 25 44.98700(W) AD(       ) 1
 BX1717  NGVD 29 (??/??/??)  101.283  (m)          332.29   (f) ADJUSTED    1 2
 BX1717
 BX1717.Superseded values are not recommended for survey control.
 BX1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1717.See file dsdata.txt to determine how the superseded data were derived.
 BX1717
 BX1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5933211549(NAD 83)
 BX1717_MARKER: DS = TRIANGULATION STATION DISK
 BX1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1717_STAMPING: HICKORY 1919-20
 BX1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1717+STABILITY: SURFACE MOTION
 BX1717
 BX1717  HISTORY     - Date     Condition        Report By
 BX1717  HISTORY     - 1919     MONUMENTED       CGS
 BX1717  HISTORY     - 1920     GOOD             CGS
 BX1717  HISTORY     - 1935     GOOD             CGS
 BX1717  HISTORY     - 1936     GOOD             LAGS
 BX1717  HISTORY     - 1950     GOOD             CGS
 BX1717
 BX1717                          STATION DESCRIPTION
 BX1717
 BX1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1717'ABOUT 1-3/4 MILES W OF MARTHAVILLE, AND 140 METERS (459 FEET) W
 BX1717'OF TRESTLE NO. 261.1, IN WOODS ON TOP OF EMBANKMENT, 29.9 METERS
 BX1717'(98 FEET) S OF CENTER OF TEXAS AND PACIFIC RAILWAY TRACKS.
 BX1717'
 BX1717'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BX1717'CONCRETE.
 BX1717'
 BX1717'UNDERGROUND MARK IS A NAIL IN CONCRETE.
 BX1717'
 BX1717'REFERENCE MARK IS 29.000 METERS (95.14 FEET) FROM STATION,
 BX1717'N 70 DEG 26 MIN W.
 BX1717
 BX1717                          STATION RECOVERY (1920)
 BX1717
 BX1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 BX1717'1.75 MI W FROM MARTHAVILLE.
 BX1717'ABOUT 2.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1717'STATION AT MARTHAVILLE, NATCHITOCHES PARISH, SOUTH OF THE EIGHTH POLE
 BX1717'WEST OF MILEPOST 261, ON A HILL, ABOUT 460 FEET WEST OF TRESTLE 261.1,
 BX1717'98 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND 20 FEET SOUTH
 BX1717'OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD TRIANGULATION-STATION
 BX1717'DISK, STAMPED HICKORY 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1717
 BX1717                          STATION RECOVERY (1935)
 BX1717
 BX1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1717'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, AS
 BX1717'DESCRIBED.
 BX1717'
 BX1717'STATION IS 23 FEET S OF S FENCE OF RAILROAD RIGHT-OF-WAY AND
 BX1717'S OF THE 8TH TELEGRAPH POLE W OF MILEPOST NO. 261.  MARK IS
 BX1717'STAMPED HICKORY 1919-20.
 BX1717'
 BX1717'REFERENCE MARK NO. 1 (1919-20) IS IN A CONCRETE PIER IN WOODS,
 BX1717'24 FEET S OF S FENCE OF RAILROAD RIGHT-OF-WAY, ON THE RIDGE
 BX1717'BETWEEN FENCE AND DRAW, 29.000 METERS (95.14 FEET) FROM STATION
 BX1717'N 79 DEG 26 MIN W.
 BX1717'
 BX1717'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX1717'A 14-BY 14-BY 30-INCH CONCRETE PIER, 37 FEET S OF S RAIL ON
 BX1717'SMALL HILL, ON RAILROAD RIGHT-OF-WAY, ABOUT 8 FEET ABOVE
 BX1717'RAILROAD, AND 17.985 METERS (59.02 FEET) FROM STATION,
 BX1717'N 32 DEG 00 MIN E.
 BX1717'
 BX1717'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 37.42 METERS
 BX1717'(122.80 FEET) S 81 DEG 47 MIN W.
 BX1717'
 BX1717'TO REACH STATION, LEAVE GRAVEL HIGHWAY BETWEEN BELMONT AND
 BX1717'MARTHAVILLE, ABOUT 1-1/2 MILES W OF MARTHAVILLE AND JUST W OF
 BX1717'RAILROAD CROSSING AT NEGRO DWELLING, GO W ON RAILROAD TRACKS
 BX1717'TO POINT 459 FEET W OF RAILROAD TRESTLE NO. 261.1.
 BX1717
 BX1717                          STATION RECOVERY (1936)
 BX1717
 BX1717'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX1717'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BX1717
 BX1717                          STATION RECOVERY (1950)
 BX1717
 BX1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX1717'STATION RECOVERED AS DESCRIBED IN 1935, IN GOOD CONDITION.
 BX1717'BOTH REFERENCE MARKS ARE IN GOOD CONDITION.  THIS IS A TRAVERSE
 BX1717'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3090 ***********************************************************************
 CQ3090  DESIGNATION -  HICKORY HILL
 CQ3090  PID         -  CQ3090
 CQ3090  STATE/COUNTY-  LA/NATCHITOCHES
 CQ3090  USGS QUAD   -  CHESTNUT (1986)
 CQ3090
 CQ3090                         *CURRENT SURVEY CONTROL
 CQ3090  ___________________________________________________________________
 CQ3090* NAD 83(1992)-  32 07 22.06817(N)    093 01 47.63380(W)     ADJUSTED  
 CQ3090* NAVD 88     -       125.06   (+/-2cm)     410.3    (feet)  VERTCON   
 CQ3090  ___________________________________________________________________
 CQ3090  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CQ3090  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3090
 CQ3090  HORZ ORDER  -  FIRST
 CQ3090  VERT ORDER  -  THIRD ? (See Below)
 CQ3090
 CQ3090.The horizontal coordinates were established by classical geodetic methods
 CQ3090.and adjusted by the National Geodetic Survey in January 1993..
 CQ3090
 CQ3090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3090.The vertical order pertains to the NGVD 29 superseded value.
 CQ3090
 CQ3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3090
 CQ3090.The geoid height was determined by GEOID03.
 CQ3090
 CQ3090;                    North         East     Units Scale Factor Converg.
 CQ3090;SPC LA N     -   180,050.221   949,999.239   MT  0.99992112   -0 16 48.6
 CQ3090;SPC LA N     -   590,714.77  3,116,789.17   sFT  0.99992112   -0 16 48.6
 CQ3090;UTM  15      - 3,554,047.306   497,179.718   MT  0.99960010   -0 00 57.2
 CQ3090
 CQ3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3090!SPC LA N     -   0.99998441  x   0.99992112  =   0.99990553
 CQ3090!UTM  15      -   0.99998441  x   0.99960010  =   0.99958451
 CQ3090
 CQ3090|---------------------------------------------------------------------|
 CQ3090| PID    Reference Object                     Distance      Geod. Az  |
 CQ3090|                                                           dddmmss.s |
 CQ3090| CQ3091 HICKORY HILL LOT USFS                23.094 METERS 02655     |
 CQ3090| CX6466 HICKORY HILL RM 3                    17.725 METERS 07705     |
 CQ3090| CX6463 HICKORY HILL AZ MK 2                               1254244.5 |
 CQ3090| CX6462 HICKORY HILL AZ MK                                 1265117.1 |
 CQ3090| BX2782 GOLDONNA LOOKOUT TOWER              APPROX.15.6 KM 1520050.9 |
 CQ3090| CX6464 HICKORY HILL RM 1                    19.261 METERS 23117     |
 CQ3090| CX6465 HICKORY HILL RM 2                    32.336 METERS 32812     |
 CQ3090|---------------------------------------------------------------------|
 CQ3090
 CQ3090                          SUPERSEDED SURVEY CONTROL
 CQ3090
 CQ3090  NAD 83(1986)-  32 07 22.08244(N)    093 01 47.62529(W) AD(       ) 1
 CQ3090  NAD 27      -  32 07 21.51000(N)    093 01 47.05200(W) AD(       ) 1
 CQ3090  NGVD 29 (07/19/86)  125.11   (m)          410.5    (f) LEVELING    3  
 CQ3090
 CQ3090.Superseded values are not recommended for survey control.
 CQ3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3090.See file dsdata.txt to determine how the superseded data were derived.
 CQ3090
 CQ3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9718054047(NAD 83)
 CQ3090_MARKER: DD = SURVEY DISK
 CQ3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3090
 CQ3090  HISTORY     - Date     Condition        Report By
 CQ3090  HISTORY     - 1941     MONUMENTED       CGS
 CQ3090  HISTORY     - 1966     GOOD             CGS
 CQ3090  HISTORY     - 1969     GOOD             CGS
 CQ3090  HISTORY     - 1971     GOOD             NGS
 CQ3090
 CQ3090                          STATION DESCRIPTION
 CQ3090
 CQ3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3090'STATION IS LOCATED ABOUT 4-1/2 MILES EAST SOUTHEAST OF ASHLAND,
 CQ3090'IN THE SOUTHWEST QUARTER OF SECTION 7, T 13 N, R 6 W, ON
 CQ3090'A HIGH TIMBERED HILL ON WHICH STANDS THE HICKORY HILL LOOKOUT
 CQ3090'TOWER ON THE CATAHOULA DIVISION OF THE KISATCHIE NATIONAL
 CQ3090'FOREST.  IT IS 23.1 METERS SOUTH SOUTHWEST OF THE CENTER
 CQ3090'OF THE LOOKOUT TOWER, 65 FEET EAST OF THE ROAD TO THE TOWER
 CQ3090'TOOL HOUSE AND 26.8 FEET SOUTHEAST OF A WHITE FLAG POLE.
 CQ3090'IT IS STAMPED HICKORY HILL 1941 AND PROJECTS 6 INCHES.
 CQ3090'
 CQ3090'REFERENCE MARK NO. 1 IS STAMPED HICKORY HILL NO. 1 1941
 CQ3090'AND PROJECTS 2 INCHES.  IT IS 37 FEET NORTH OF A GRADED
 CQ3090'DIRT ROAD AND 68.5 FEET EAST OF THE ROAD TO THE LOOKOUT
 CQ3090'TOWER TOOL HOUSE.  REFERENCE MARK NO. 2 IS STAMPED HICKORY
 CQ3090'HILL NO. 2 1941 AND PROJECTS 3 INCHES.  IT IS 41.6 FEET
 CQ3090'WEST OF THE ROAD TO THE LOOKOUT TOWER TOOL HOUSE AND 42.3
 CQ3090'FEET SOUTHEAST OF THE TOOL HOUSE.
 CQ3090'
 CQ3090'THE AZIMUTH MARK IS STAMPED HICKORY HILL 1941 AND PROJECTS
 CQ3090'8 INCHES.  IT IS 41.5 FEET NORTHEAST OF THE CENTER OF THE
 CQ3090'ROAD, 97.5 FEET NORTH NORTHWEST OF A PIPE CULVERT AND 22
 CQ3090'FEET NORTHEAST OF A TELEPHONE POLE.
 CQ3090'
 CQ3090'TO REACH THE STATION FROM THE DEPOT IN ASHLAND GO EAST AND
 CQ3090'SOUTHEAST ON A GRADED DIRT AND PARTLY GRAVEL ROAD FOR 2.0
 CQ3090'MILES TO THE FOREST BOUNDARY.  THEN CONTINUE SOUTHEAST FOR
 CQ3090'2.5 MILES TO LOOKOUT TOWER AND STATION ON THE LEFT.  TO
 CQ3090'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEASTERLY
 CQ3090'ON DIRT ROAD FOR 0.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CQ3090'
 CQ3090'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ3090
 CQ3090                          STATION RECOVERY (1966)
 CQ3090
 CQ3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ3090'THE STATION WAS VISITED 7-12-66 AND THE STATION, R.M. NO.
 CQ3090'1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CQ3090'WAS FOUND DESTROYED AND THE DISK RECLAIMED.  REFERENCE MARK
 CQ3090'NO. 1 WAS DESTROYED AT THIS DATE AFTER REFERENCE MARK NO.
 CQ3090'3 WAS ESTABLISHED.  THE DISK FOR REFERENCE MARK NO. 1 WAS
 CQ3090'RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 CQ3090'
 CQ3090'THE STATION IS LOCATED ABOUT 4.5 MILES ESE OF ASHLAND, AT
 CQ3090'THE SITE OF THE HICKORY HILL LOOKOUT TOWER, IN THE SW 1/4
 CQ3090'OF SEC. 7, T 13 N, R 6 W. 104 FEET N OF THE CENTER OF THE
 CQ3090'HIGHWAY, 52 FEET NE OF A POWER POLE, 73 FEET E. OF THE CENTER
 CQ3090'OF THE ROAD TO THE LOOKOUT TOWER, 59 FEET S OF THE SE. LEG
 CQ3090'OF THE TOWER, 69 FEET SE OF THE SW LEG OF THE TOWER, 178
 CQ3090'FEET ESE OF THE SE CORNER OF THE WHITE HOUSE OWNED BY LESTER
 CQ3090'THORNTON AND 1 FOOT N. OF A WITNESS POST.  IT IS A STANDARD
 CQ3090'DISK, STAMPED HICKORY HILL 1941, FLUSH WITH THE GROUND.
 CQ3090'
 CQ3090'REFERENCE MARK NO. 2 IS 106.09 FEET WNW OF THE STATION,
 CQ3090'73 FEET ESE OF THE SE CORNER OF THE WHITE HOUSE, 16 FEET
 CQ3090'W. OF A POWER POLE, 73 FEET SW OF THE SW LEG OF THE TOWER,
 CQ3090'50 FEET S. OF THE SE CORNER OF A WELL AND 14 FEET W. OF
 CQ3090'A FENCE LINE.  IT IS A STANDARD DISK, STAMPED HICKORY HILL
 CQ3090'NO 2 1941, PROJECTING 3 INCHES.
 CQ3090'
 CQ3090'REFERENCE MARK NO. 3 IS 58.16 FEET NE OF THE STATION, 133
 CQ3090'FEET N. OF THE CENTER OF THE HIGHWAY, 41 FEET ESE OF THE
 CQ3090'SE LEG OF THE TOWER, AND 35 FEET E. OF THE CENTER OF THE
 CQ3090'ROAD AROUND THE TOWER.  IT IS A STANDARD DISK, STAMPED HICKORY
 CQ3090'HILL NO 3 1941 1966, PROJECTING 4 INCHES.
 CQ3090'
 CQ3090'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND GO
 CQ3090'EAST-SOUTHEAST ON A BLACKTOPED ROAD FOR 4.3 MILES TO THE
 CQ3090'STATION AND THE HICKORY HILL LOOKOUT TOWER ON THE LEFT.
 CQ3090'
 CQ3090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 CQ3090'ESE OF ASHLAND
 CQ3090
 CQ3090                          STATION RECOVERY (1969)
 CQ3090
 CQ3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3090'NO MEASUREMENT BETWEEN RMS BECAUSE OF FENCE POST ON LINE.
 CQ3090'
 CQ3090'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 WERE
 CQ3090'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK
 CQ3090'WAS ESTABLISHED AT THIS TIME.  A DIFFERENCE IN DISTANCE TO
 CQ3090'REFERENCE MARK 3 WAS FOUND TO BE 0.06 FEET OR 0.018 METERS.  DUE
 CQ3090'TO SOME CHANGES A NEW DESCRIPTION FOLLOWS.
 CQ3090'
 CQ3090'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND, GO EAST ON
 CQ3090'PAVED ROAD FOR 0.05 MILE TO A RAILROAD CROSSING.  CROSS RAILROAD
 CQ3090'TRACKS AND CONTINUE EAST ON PAVED ROAD FOR 0.9 MILE TO A SIDEROAD
 CQ3090'RIGHT.  CONTINUE AHEAD EAST ON PAVED ROAD FOR 3.6 MILES TO THE
 CQ3090'STATION ON THE LEFT.
 CQ3090'
 CQ3090'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PAVED ROAD
 CQ3090'FOR 0.3 MILE TO AZIMUTH MARK ON THE LEFT.
 CQ3090'
 CQ3090'THE STATION IS A STANDARD DISK, STAMPED HICKORY HILL 1941, SET IN
 CQ3090'THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 CQ3090'INCHES.  IT IS 100 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 CQ3090'74 FEET EAST SOUTHEAST OF THE CENTERLINE OF A SAND ROAD, 2 FEET
 CQ3090'WEST NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED, 9
 CQ3090'FEET EAST OF AN 8 INCH OAK TREE AND 28 FEET WEST OF AN 8 INCH OAK
 CQ3090'TREE.
 CQ3090'
 CQ3090'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HICKORY HILL NO 2
 CQ3090'1941, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT
 CQ3090'PROJECTS 2 INCHES.  IT IS 14 FEET NORTHWEST OF A FENCE LINE, 16
 CQ3090'FEET WEST NORTHWEST OF A POWERLINE POLE, 8 FEET NORTH NORTHEAST
 CQ3090'OF A 20 INCH PINE TREE AND 62 FEET NORTHEAST OF A FENCE.
 CQ3090'
 CQ3090'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HICKORY HILL NO 3
 CQ3090'1941 1966, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT
 CQ3090'THAT PROJECTS 4 INCHES.  IT IS 29.6 FEET WEST NORTHWEST OF A 20
 CQ3090'INCH PINE TREE, 41 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A
 CQ3090'LOOKOUT TOWER AND 57 FEET NORTHEAST OF A METAL WITNESS POST WITH A
 CQ3090'SIGN ATTACHED.
 CQ3090'
 CQ3090'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HICKORY HILL 1941
 CQ3090'1969, SET IN THE TOP OF A 12 IN ROUND CONCRETE MONUMENT THAT
 CQ3090'PROJECTS 4 INCHES.  IT IS 1.8 FEET NORTHEAST OF A METAL WITNESS
 CQ3090'POST WITH A SIGN ATTACHED, 70 FEET NORTHEAST OF THE CENTERLINE OF
 CQ3090'A PAVED ROAD, 17.8 FEET SOUTHWEST OF A 6 INCH PINE TREE AND 85
 CQ3090'FEET NORTH OF A CONCRETE CULVERT.
 CQ3090'
 CQ3090'HICKORY HILL LOOKOUT TOWER COULD NOT BE MEASURED DUE TO
 CQ3090'OBSTRUCTIONS.
 CQ3090'
 CQ3090'HEIGHT OF LIGHT ABOVE STATION MARK 72.21 FEET.
 CQ3090'
 CQ3090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3090'2-1/4 MILES NORTHEAST OF WINNFIELD.
 CQ3090
 CQ3090                          STATION RECOVERY (1971)
 CQ3090
 CQ3090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ3090'NO MEASUREMENT BETWEEN REFERNCE MARKS DUE TO TREES ON LINE.
 CQ3090'
 CQ3090'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND THE AZIMUTH
 CQ3090'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 CQ3090'AND DIRECTIONS CHECKED FAVORABLE AND THE 1969 DESCRIPTION IS
 CQ3090'ENTIRELY ADEQUATE WITH THE EXCEPTION.  THE DISTANCE TO REFERENCE
 CQ3090'MARK 3 WAS IN ERROR 0.014 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3091 ***********************************************************************
 CQ3091  DESIGNATION -  HICKORY HILL LOT USFS
 CQ3091  PID         -  CQ3091
 CQ3091  STATE/COUNTY-  LA/NATCHITOCHES
 CQ3091  USGS QUAD   -  CHESTNUT (1986)
 CQ3091
 CQ3091                         *CURRENT SURVEY CONTROL
 CQ3091  ___________________________________________________________________
 CQ3091* NAD 83(1992)-  32 07 22.73665(N)    093 01 47.23489(W)     ADJUSTED  
 CQ3091* NAVD 88     -                                                        
 CQ3091  ___________________________________________________________________
 CQ3091  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CQ3091  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3091
 CQ3091  HORZ ORDER  -  THIRD
 CQ3091
 CQ3091.The horizontal coordinates were established by classical geodetic methods
 CQ3091.and adjusted by the National Geodetic Survey in January 1993..
 CQ3091
 CQ3091
 CQ3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3091
 CQ3091.The geoid height was determined by GEOID03.
 CQ3091
 CQ3091;                    North         East     Units Scale Factor Converg.
 CQ3091;SPC LA N     -   180,070.759   950,009.796   MT  0.99992113   -0 16 48.4
 CQ3091;SPC LA N     -   590,782.15  3,116,823.81   sFT  0.99992113   -0 16 48.4
 CQ3091;UTM  15      - 3,554,067.885   497,190.176   MT  0.99960010   -0 00 57.0
 CQ3091
 CQ3091                          SUPERSEDED SURVEY CONTROL
 CQ3091
 CQ3091  NAD 83(1986)-  32 07 22.75109(N)    093 01 47.22677(W) AD(       ) 4
 CQ3091  NAD 27      -  32 07 22.17801(N)    093 01 46.65179(W) AD(       ) 3
 CQ3091
 CQ3091.Superseded values are not recommended for survey control.
 CQ3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3091.See file dsdata.txt to determine how the superseded data were derived.
 CQ3091
 CQ3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9719054068(NAD 83)
 CQ3091_MARKER: 57 = LOOKOUT TOWER
 CQ3091
 CQ3091  HISTORY     - Date     Condition        Report By
 CQ3091  HISTORY     - 1941     FIRST OBSERVED   USFS
 CQ3091  HISTORY     - 1969     GOOD             CGS
 CQ3091
 CQ3091                          STATION DESCRIPTION
 CQ3091
 CQ3091'DESCRIBED BY US FOREST SERVICE 1941 (HJH)
 CQ3091'STATION IS IN THE SW QUARTER OF SECTION 7, T 13 N, R 6 W,
 CQ3091'ABOUT 4-1/2 MILES ESE OF ASHLAND ON A HIGH TIMBERED HILL IN
 CQ3091'THE NW PART OF THE KISATCHIE NATIONAL FOREST.  THE CENTER OF
 CQ3091'THE BASE OF THE TOWER IS 23.096 METERS NNE OF TRIANGULATION
 CQ3091'STATION HICKORY HILL 1941.
 CQ3091'
 CQ3091'THE TOWER IS CONSTRUCTED OF STRUCTURAL STEEL AND IS 112 FEET
 CQ3091'HIGH.  THE STAIRWAY THAT LEADS TO THE CROWS NEST IS ON THE
 CQ3091'OUTSIDE OF THE STRUCTURE.  THERE IS A CATWALK ON FOUR SIDES
 CQ3091'OF THE TOWER LOCATED ON A LEVEL WITH THE FLOOR OF THE CROWS
 CQ3091'NEST.  THE CROWS NEST IS ABOUT 12 BY 12 FEET IN SIZE, A FOUR
 CQ3091'SIDED ENCLOSURE WITH WINDOWS ON ALL SIDES.  THE ROOF IS A
 CQ3091'PYRAMID WITH A LIGHTNING ROD AT ITS APEX.
 CQ3091'
 CQ3091'THE TOWER WAS LOCATED BY A TRAVERSE TIE FROM STATION HICKORY
 CQ3091'HILL 1941.  THE POINT MEASURED FROM HICKORY HILL 1941 WAS
 CQ3091'FOUND BY BISECTING THE FOUR LEGS OF THE TOWER.  POINT SIGHTED
 CQ3091'UPON WAS THE LIGHTNING ROD AT THE APEX OF THE TOWER.
 CQ3091
 CQ3091                          STATION RECOVERY (1969)
 CQ3091
 CQ3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3091'RECOVERED AS PREVIOUSLY DESCRIBED IN 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1718 ***********************************************************************
 BX1718  DESIGNATION -  HICKORY RM 2
 BX1718  PID         -  BX1718
 BX1718  STATE/COUNTY-  LA/NATCHITOCHES
 BX1718  USGS QUAD   -  MARTHAVILLE (1988)
 BX1718
 BX1718                         *CURRENT SURVEY CONTROL
 BX1718  ___________________________________________________________________
 BX1718* NAD 83(1986)-  31 44 20.     (N)    093 25 44.     (W)     SCALED    
 BX1718* NAVD 88     -        99.36   (+/-2cm)     326.0    (feet)  VERTCON   
 BX1718  ___________________________________________________________________
 BX1718  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1718
 BX1718  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1718
 BX1718.The horizontal coordinates were scaled from a topographic map and have
 BX1718.an estimated accuracy of +/- 6 seconds.
 BX1718
 BX1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1718.The vertical order pertains to the NGVD 29 superseded value.
 BX1718
 BX1718.The geoid height was determined by GEOID03.
 BX1718
 BX1718;                    North         East    Units  Estimated Accuracy
 BX1718;SPC LA N     -   137,740.      911,990.      MT  (+/- 180 meters Scaled)
 BX1718
 BX1718                          SUPERSEDED SURVEY CONTROL
 BX1718
 BX1718  NGVD 29 (??/??/??)   99.420  (m)          326.18   (f) ADJUSTED    1 2
 BX1718
 BX1718.Superseded values are not recommended for survey control.
 BX1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1718.See file dsdata.txt to determine how the superseded data were derived.
 BX1718
 BX1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR593115(NAD 83)
 BX1718_MARKER: DR = REFERENCE MARK DISK
 BX1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1718_STAMPING: HICKORY NO 2 1919
 BX1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1718+STABILITY: SURFACE MOTION
 BX1718
 BX1718  HISTORY     - Date     Condition        Report By
 BX1718  HISTORY     - 1919     MONUMENTED       CGS
 BX1718  HISTORY     - 1938     GOOD             CGS
 BX1718
 BX1718                          STATION DESCRIPTION
 BX1718
 BX1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1718'1.75 MI W FROM MARTHAVILLE.
 BX1718'ABOUT 2.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1718'STATION AT MARTHAVILLE, NATCHITOCHES PARISH, ON A SMALL HILL, 59 FEET
 BX1718'NORTHEAST OF TRIANGULATION STATION HICKORY, DESCRIBED ABOVE, 37 FEET
 BX1718'SOUTH OF THE SOUTH RAIL, AND ABOUT 8 FEET HIGHER THAN THE TRACK.  A
 BX1718'STANDARD REFERENCE-MARK DISK, STAMPED HICKORY NO 2 1919 AND SET IN THE
 BX1718'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3210 ***********************************************************************
 BK3210  DESIGNATION -  HIGH
 BK3210  PID         -  BK3210
 BK3210  STATE/COUNTY-  LA/CALCASIEU
 BK3210  USGS QUAD   -  ORANGE (1996)
 BK3210
 BK3210                         *CURRENT SURVEY CONTROL
 BK3210  ___________________________________________________________________
 BK3210* NAD 83(1992)-  30 03 24.47483(N)    093 41 50.68856(W)     ADJUSTED  
 BK3210* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BK3210  ___________________________________________________________________
 BK3210  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3210  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3210
 BK3210  HORZ ORDER  -  THIRD
 BK3210
 BK3210.The horizontal coordinates were established by classical geodetic methods
 BK3210.and adjusted by the National Geodetic Survey in February 1996..
 BK3210
 BK3210.The orthometric height was scaled from a topographic map.
 BK3210
 BK3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3210
 BK3210.The geoid height was determined by GEOID03.
 BK3210
 BK3210;                    North         East     Units Scale Factor Converg.
 BK3210;SPC LA S     -   174,913.615   772,061.697   MT  0.99992622   -1 10 55.5
 BK3210;SPC LA S     -   573,862.42  2,533,005.75   sFT  0.99992622   -1 10 55.5
 BK3210;SPC TX C     - 3,062,330.690 1,339,541.404   MT  1.00001652   +3 25 04.4
 BK3210;SPC TX C     -10,046,996.61  4,394,812.09   sFT  1.00001652   +3 25 04.4
 BK3210;UTM  15      - 3,325,284.051   432,773.587   MT  0.99965576   -0 20 57.5
 BK3210
 BK3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3210!SPC LA S     -   1.00000351  x   0.99992622  =   0.99992973
 BK3210!SPC TX C     -   1.00000351  x   1.00001652  =   1.00002003
 BK3210!UTM  15      -   1.00000351  x   0.99965576  =   0.99965927
 BK3210
 BK3210|---------------------------------------------------------------------|
 BK3210| PID    Reference Object                     Distance      Geod. Az  |
 BK3210|                                                           dddmmss.s |
 BK3210| BK3211 M 16                                140.161 METERS 03633     |
 BK3210| CV7711 HIGH RM 1                            47.244 METERS 17547     |
 BK3210| BK3208 STATION 574+77.6                    APPROX. 2.3 KM 2535649.1 |
 BK3210|---------------------------------------------------------------------|
 BK3210
 BK3210                          SUPERSEDED SURVEY CONTROL
 BK3210
 BK3210  NAD 83(1992)-  30 03 24.47482(N)    093 41 50.68868(W) AD(       ) 3
 BK3210  NAD 83(1986)-  30 03 24.49591(N)    093 41 50.67626(W) AD(       ) 3
 BK3210  NAD 27      -  30 03 23.73800(N)    093 41 50.08400(W) AD(       ) 3
 BK3210
 BK3210.Superseded values are not recommended for survey control.
 BK3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3210.See file dsdata.txt to determine how the superseded data were derived.
 BK3210
 BK3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3277425284(NAD 83)
 BK3210_MARKER: DS = TRIANGULATION STATION DISK
 BK3210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3210
 BK3210  HISTORY     - Date     Condition        Report By
 BK3210  HISTORY     - 1933     MONUMENTED       CGS
 BK3210  HISTORY     - 1947     GOOD             CGS
 BK3210  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3210
 BK3210                          STATION DESCRIPTION
 BK3210
 BK3210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3210'STATION IS LOCATED ON THE HIGH SPOIL BANK ON THE S BANK OF
 BK3210'THE LAKE CHARLES DEEP WATER CANAL AT ITS CONFLUENCE WITH
 BK3210'THE SABINE RIVER AT THE BEGINNING OF THE CANAL PROPER, 325
 BK3210'FEET FROM THE CANAL BANK, 300 FEET FROM THE RIVER.
 BK3210'
 BK3210'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 BK3210'THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 BK3210'
 BK3210'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 BK3210'TOP OF A SQUARE BLOCK OR POST OF CONCRETE AND IS TO THE
 BK3210'SSE.
 BK3210'
 BK3210'REFERENCE MARK NO. 2 IS BENCH MARK NO. 16 USE, A 1-INCH
 BK3210'GALVANIZED-IRON PIPE NEAR THE CANAL TO THE NE.
 BK3210'
 BK3210'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 BK3210
 BK3210                          STATION RECOVERY (1947)
 BK3210
 BK3210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3210'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK
 BK3210'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 RECOVERED,
 BK3210'BUT TOP OF MONUMENT KNOCKED OFF, WITH DISK LAYING LOOSE.
 BK3210'REFERENCE MARK 2 (BM-M-16) SEARCHED FOR BUT NOT RECOVERED.
 BK3210'IT IS BELIEVED LOST DUE TO BANK EROSION.
 BK3210
 BK3210                          STATION RECOVERY (1997)
 BK3210
 BK3210'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3200 ***********************************************************************
 CQ3200  DESIGNATION -  HIGHLAND BAPTIST CHURCH SPIRE
 CQ3200  PID         -  CQ3200
 CQ3200  STATE/COUNTY-  LA/CADDO
 CQ3200  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3200
 CQ3200                         *CURRENT SURVEY CONTROL
 CQ3200  ___________________________________________________________________
 CQ3200* NAD 83(1992)-  32 28 43.20553(N)    093 45 11.02462(W)     ADJUSTED  
 CQ3200* NAVD 88     -                                                        
 CQ3200  ___________________________________________________________________
 CQ3200  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ3200  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ3200
 CQ3200  HORZ ORDER  -  THIRD
 CQ3200
 CQ3200.The horizontal coordinates were established by classical geodetic methods
 CQ3200.and adjusted by the National Geodetic Survey in February 1996..
 CQ3200
 CQ3200
 CQ3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3200
 CQ3200.The geoid height was determined by GEOID03.
 CQ3200
 CQ3200;                    North         East     Units Scale Factor Converg.
 CQ3200;SPC LA N     -   220,069.820   882,220.504   MT  0.99996253   -0 39 45.0
 CQ3200;SPC LA N     -   722,012.40  2,894,418.44   sFT  0.99996253   -0 39 45.0
 CQ3200;UTM  15      - 3,593,744.175   429,240.381   MT  0.99966174   -0 24 15.8
 CQ3200
 CQ3200                          SUPERSEDED SURVEY CONTROL
 CQ3200
 CQ3200  NAD 83(1992)-  32 28 43.20573(N)    093 45 11.02354(W) AD(       ) 4
 CQ3200  NAD 83(1986)-  32 28 43.21661(N)    093 45 11.01408(W) AD(       ) 4
 CQ3200  NAD 27      -  32 28 42.66000(N)    093 45 10.38000(W) AD(       ) 3
 CQ3200
 CQ3200.Superseded values are not recommended for survey control.
 CQ3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3200.See file dsdata.txt to determine how the superseded data were derived.
 CQ3200
 CQ3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2924093744(NAD 83)
 CQ3200_MARKER: 90 = CHURCH SPIRE
 CQ3200
 CQ3200  HISTORY     - Date     Condition        Report By
 CQ3200  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3200  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3200
 CQ3200                          STATION DESCRIPTION
 CQ3200
 CQ3200'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3004 ***********************************************************************
 CP3004  DESIGNATION -  HILL
 CP3004  PID         -  CP3004
 CP3004  STATE/COUNTY-  LA/FRANKLIN
 CP3004  USGS QUAD   -  GILBERT (1983)
 CP3004
 CP3004                         *CURRENT SURVEY CONTROL
 CP3004  ___________________________________________________________________
 CP3004* NAD 83(1992)-  32 05 11.21219(N)    091 40 11.44511(W)     ADJUSTED  
 CP3004* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 CP3004  ___________________________________________________________________
 CP3004  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CP3004  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP3004
 CP3004  HORZ ORDER  -  FIRST
 CP3004
 CP3004.The horizontal coordinates were established by classical geodetic methods
 CP3004.and adjusted by the National Geodetic Survey in May 1994..
 CP3004
 CP3004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3004
 CP3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3004
 CP3004.The geoid height was determined by GEOID03.
 CP3004
 CP3004;                    North         East     Units Scale Factor Converg.
 CP3004;SPC LA N     -   176,197.765 1,078,363.073   MT  0.99991906   +0 26 20.1
 CP3004;SPC LA N     -   578,075.50  3,537,929.52   sFT  0.99991906   +0 26 20.1
 CP3004;UTM  15      - 3,550,791.938   625,527.093   MT  0.99979432   +0 42 24.0
 CP3004
 CP3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3004!SPC LA N     -   1.00000066  x   0.99991906  =   0.99991972
 CP3004!UTM  15      -   1.00000066  x   0.99979432  =   0.99979498
 CP3004
 CP3004|---------------------------------------------------------------------|
 CP3004| PID    Reference Object                     Distance      Geod. Az  |
 CP3004|                                                           dddmmss.s |
 CP3004| CY3803 HILL RM 1                            35.741 METERS 08110     |
 CP3004| CY3802 HILL AZ MK                                         0905634.8 |
 CP3004| CY3804 HILL RM 2                            38.213 METERS 20652     |
 CP3004|---------------------------------------------------------------------|
 CP3004
 CP3004                          SUPERSEDED SURVEY CONTROL
 CP3004
 CP3004  NAD 83(1992)-  32 05 11.21352(N)    091 40 11.44409(W) AD(       ) 1
 CP3004  NAD 83(1986)-  32 05 11.22538(N)    091 40 11.44004(W) AD(       ) 1
 CP3004  NAD 27      -  32 05 10.66923(N)    091 40 10.99239(W) AD(       ) 1
 CP3004  NGVD 29 (07/19/86)   22.0    (m)           72.     (f) VERT ANG       
 CP3004
 CP3004.Superseded values are not recommended for survey control.
 CP3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3004.See file dsdata.txt to determine how the superseded data were derived.
 CP3004
 CP3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2552750792(NAD 83)
 CP3004_MARKER: DS = TRIANGULATION STATION DISK
 CP3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3004_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3004
 CP3004  HISTORY     - Date     Condition        Report By
 CP3004  HISTORY     - 1971     MONUMENTED       NGS
 CP3004
 CP3004                          STATION DESCRIPTION
 CP3004
 CP3004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3004'TENSION PULL ON RMS 10 KILOS.
 CP3004'
 CP3004'THE STATION IS LOCATED ABOUT 6-1/4 MILES SOUTHEAST OF WINNSBORO,
 CP3004'2-1/2 MILES NORTH-NORTHWEST OF GILBERT IN THE NORTHEAST PART OF
 CP3004'SECTION 29, T 13 N, R 8 E AND ON THE PROPERTY OF MR. C.W. HILL,
 CP3004'CHASE, LOUISIANA.
 CP3004'
 CP3004'TO REACH THE STATION FROM THE RAIL ROAD STATION AND THE JUNCTION
 CP3004'OF STATE HIGHWAY 15 AND STATE HIGHWAY 4 IN WINNSBORO, GO SOUTHEAST
 CP3004'ON STATE HIGHWAY 15 FOR 1.35 MILES TO THE JUNCTION OF STATE
 CP3004'HIGHWAY 864.  CONTINUE SOUTHEAST AND SOUTH ON STATE HIGHWAY 15 FOR
 CP3004'4.8 MILES TO A PAVED ROAD LEFT JUST BEFORE REACHING THE LOUISIANA
 CP3004'DEPARTMENT OF HIGHWAYS, CHASE AREA HEADQUARTERS, ON LEFT.  TURN
 CP3004'LEFT AND GO EAST ON PAVED ROAD FOR 0.2 MILE TO RAIL ROAD TRACKS
 CP3004'AND END OF PAVEMENT.  CONTINUE EAST ON GRAVELED ROAD FOR 1.4
 CP3004'MILES TO THE STATION ON THE RIGHT.
 CP3004'
 CP3004'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 CP3004'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP3004'
 CP3004'THE STATION MARKS ARE STANDARD DISKS STAMPED HILL 1971.  THE
 CP3004'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3004'MONUMENT THAT IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 58
 CP3004'FEET EAST-SOUTHEAST OF A FENCE CORNER AT A METAL GATE, 49 FEET
 CP3004'SOUTH OF A GRAVELED ROAD, 23.9 FEET SOUTHEAST OF A METAL WITNESS
 CP3004'POST WITH SIGN AND 18 FEET SOUTH OF A FENCE.  THE UNDERGROUND
 CP3004'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CP3004'BELOW THE GROUND SURFACE.
 CP3004'
 CP3004'REFERENCE MARK 1, A STANDARD DISK STAMPED HILL NO 1 1971, IS SET
 CP3004'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3004'FLUSH WITH THE GROUND SURFACE.  IT IS 132 FEET EAST OF THE METAL
 CP3004'WITNESS POST WITH SIGN, 31 FEET SOUTH OF THE CENTER OF THE
 CP3004'GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.
 CP3004'
 CP3004'REFERENCE MARK 2, A STANDARD DISK STAMPED HILL NO 2 1971, IS SET
 CP3004'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP3004'WITH THE GROUND SURFACE.  IT IS 130 FEET SOUTH OF THE FENCE CORNER
 CP3004'AT THE METAL GATE, 25 FEET EAST OF THE CENTER OF A GRAVELED
 CP3004'DRIVEWAY AND 0.6 FOOT WEST OF FENCE.
 CP3004'
 CP3004'THE AZIMUTH MARK, A STANDARD DISK STAMPED HILL 1971, IS SET IN THE
 CP3004'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 CP3004'INCHES ABOVE THE GROUND SURFACE.  IT IS 89 FEET EAST OF A POWERLINE
 CP3004'POLE, 23 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 6 FEET
 CP3004'EAST OF A METAL WITNESS POST WITH SIGN.
 CP3004'
 CP3004'HEIGHT OF LIGHT ABOVE STATION MARK 39.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3055 ***********************************************************************
 BX3055  DESIGNATION -  HILL
 BX3055  PID         -  BX3055
 BX3055  STATE/COUNTY-  LA/SABINE
 BX3055  USGS QUAD   -  UNION SPRINGS (1984)
 BX3055
 BX3055                         *CURRENT SURVEY CONTROL
 BX3055  ___________________________________________________________________
 BX3055* NAD 83(1992)-  31 47 36.85153(N)    093 47 05.44757(W)     ADJUSTED  
 BX3055* NAVD 88     -        95.3    (meters)     313.     (feet)  VERTCON   
 BX3055  ___________________________________________________________________
 BX3055  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BX3055  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX3055
 BX3055  HORZ ORDER  -  FIRST
 BX3055
 BX3055.The horizontal coordinates were established by classical geodetic methods
 BX3055.and adjusted by the National Geodetic Survey in February 1996..
 BX3055
 BX3055.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3055
 BX3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3055
 BX3055.The geoid height was determined by GEOID03.
 BX3055
 BX3055;                    North         East     Units Scale Factor Converg.
 BX3055;SPC LA N     -   144,145.610   878,332.529   MT  0.99991708   -0 40 45.5
 BX3055;SPC LA N     -   472,917.72  2,881,662.64   sFT  0.99991708   -0 40 45.5
 BX3055;UTM  15      - 3,517,822.964   425,700.396   MT  0.99966808   -0 24 48.7
 BX3055
 BX3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3055!SPC LA N     -   0.99998913  x   0.99991708  =   0.99990621
 BX3055!UTM  15      -   0.99998913  x   0.99966808  =   0.99965721
 BX3055
 BX3055:                Primary Azimuth Mark                     Grid Az
 BX3055:SPC LA N     -  HILL AZ MK                               056 50 49.4
 BX3055:UTM  15      -  HILL AZ MK                               056 34 52.6
 BX3055
 BX3055|---------------------------------------------------------------------|
 BX3055| PID    Reference Object                     Distance      Geod. Az  |
 BX3055|                                                           dddmmss.s |
 BX3055| CV7712 HILL AZ MK                                         0561003.9 |
 BX3055| CV7713 HILL RM 1                            16.735 METERS 14609     |
 BX3055| CV7714 HILL RM 2                            18.502 METERS 23024     |
 BX3055|---------------------------------------------------------------------|
 BX3055
 BX3055                          SUPERSEDED SURVEY CONTROL
 BX3055
 BX3055  NAD 83(1992)-  31 47 36.85321(N)    093 47 05.44643(W) AD(       ) 1
 BX3055  NAD 83(1986)-  31 47 36.85958(N)    093 47 05.44348(W) AD(       ) 1
 BX3055  NAD 27      -  31 47 36.24674(N)    093 47 04.77374(W) AD(       ) 1
 BX3055  NGVD 29 (07/19/86)   95.4    (m)          313.     (f) VERT ANG       
 BX3055
 BX3055.Superseded values are not recommended for survey control.
 BX3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3055.See file dsdata.txt to determine how the superseded data were derived.
 BX3055
 BX3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR2570017823(NAD 83)
 BX3055_MARKER: DD = SURVEY DISK
 BX3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3055
 BX3055  HISTORY     - Date     Condition        Report By
 BX3055  HISTORY     - 1971     MONUMENTED       LADH
 BX3055
 BX3055                          STATION DESCRIPTION
 BX3055
 BX3055'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX3055'THE STATION IS LOCATED 5 MILES WEST-NORTHWEST OF CONVERSE, 13 MILES
 BX3055'SOUTHEAST OF STANLEY AND 9.5 MILES NORTHWEST OF NOBLE, IN THE
 BX3055'NORTHEAST 1/4 OF SECTION 3, T9N, R14W, AND ON THE PROPERTY OWNED BY
 BX3055'INTERNATIONAL PAPER COMPANY, ADDRESS NOBLE, LOUISIANA (SAM SCOTT,
 BX3055'ZWOLLE, LOUISIANA), TELEPHONE 645, 8776.
 BX3055'
 BX3055'TO REACH THE STATION FROM CONVERSE AT THE JUNCTION OF U. S. HIGHWAY
 BX3055'171 AND STATE HIGHWAY 174, TURN RIGHT ON STATE HIGHWAY 174 AND GO
 BX3055'WEST FOR 4.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 1219, TURN
 BX3055'RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 174 FOR 1.6 MILES TO A
 BX3055'DIRT ON THE LEFT, TURN LEFT ON THE DIRT ROAD AND GO WEST FOR 0.3
 BX3055'MILE TO A TRAIL LEADING NORTH, TURN RIGHT ON THIS TRAIL AND GO
 BX3055'0.1 MILE.  THE STATION IS SET ON THE RIGHT NEAR A TREE LINE ON A
 BX3055'HILL.
 BX3055'
 BX3055'TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK TO STATE HIGHWAY
 BX3055'174 AND GO NORTH ON STATE HIGHWAY 174 FOR 0.3 MILE.  THE MARK IS SET
 BX3055'ON THE RIGHT AND EAST OF THE HIGHWAY NEAR A FENCE.
 BX3055'
 BX3055'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3055'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3055'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3055'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3055'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3055'STAMPED HILL 1971.  THE MARK IS 88 FEET EAST-NORTHEAST OF THE
 BX3055'CENTER OF A GRAVEL ROAD, 37 FEET WEST-SOUTHWEST OF AN 18 INCH
 BX3055'PINE TREE, 14 FEET NORTHWEST OF A 12 INCH GUM TREE, 9.5 FEET NORTH
 BX3055'OF A 10 INCH PINE TREE, AND 2.5 FEET NORTHEAST OF A METAL
 BX3055'WITNESS POST AND SIGN.
 BX3055'
 BX3055'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3055'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3055'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3055'STAMPED HILL R. M. 1 1971.  IT IS 110 FEET EAST-NORTHEAST OF THE
 BX3055'CENTER OF A GRAVEL ROAD, 24 FEET EAST-NORTHEAST OF A 14 INCH PINE
 BX3055'TREE, 23 FEET NORTH OF A 16 INCH PINE TREE, AND 4 FEET
 BX3055'WEST-SOUTHWEST OF A 10 INCH PINE TREE.
 BX3055'
 BX3055'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3055'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3055'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3055'STAMPED HILL R. M. 2 1971.  IT IS 36 FEET EAST-NORTHEAST OF THE
 BX3055'CENTER OF A GRAVEL ROAD, 22 FEET WEST-SOUTHWEST OF AN 18 INCH PINE
 BX3055'TREE, AND 6 FEET SOUTHWEST OF A 16 INCH PINE TREE.
 BX3055'
 BX3055'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3055'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3055'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3055'STAMPED HILL AZ. MK. 1971.  IT IS 52 FEET EAST OF THE CENTER OF
 BX3055'STATE HIGHWAY 174, 23 FEET SOUTH-SOUTHWEST OF A 10 INCH PINE
 BX3055'TREE, 1.5 FEET WEST OF A FENCE, AND 1 FOOT WEST-SOUTHWEST OF A
 BX3055'METAL WITNESS POST AND SIGN.
 BX3055'
 BX3055'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3152 ***********************************************************************
 CP3152  DESIGNATION -  HILLS
 CP3152  PID         -  CP3152
 CP3152  STATE/COUNTY-  LA/MOREHOUSE
 CP3152  USGS QUAD   -  MER ROUGE (1988)
 CP3152
 CP3152                         *CURRENT SURVEY CONTROL
 CP3152  ___________________________________________________________________
 CP3152* NAD 83(1992)-  32 48 45.37988(N)    091 49 29.10452(W)     ADJUSTED  
 CP3152* NAVD 88     -        51.1    (meters)     168.     (feet)  VERTCON   
 CP3152  ___________________________________________________________________
 CP3152  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CP3152  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP3152
 CP3152  HORZ ORDER  -  SECOND
 CP3152
 CP3152.The horizontal coordinates were established by classical geodetic methods
 CP3152.and adjusted by the National Geodetic Survey in September 1999..
 CP3152
 CP3152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3152
 CP3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3152
 CP3152.The geoid height was determined by GEOID03.
 CP3152
 CP3152;                    North         East     Units Scale Factor Converg.
 CP3152;SPC LA N     -   256,618.822 1,063,239.129   MT  1.00003653   +0 21 25.2
 CP3152;SPC LA N     -   841,923.59  3,488,310.38   sFT  1.00003653   +0 21 25.2
 CP3152;UTM  15      - 3,631,124.199   610,021.548   MT  0.99974926   +0 38 12.9
 CP3152
 CP3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3152!SPC LA N     -   0.99999603  x   1.00003653  =   1.00003256
 CP3152!UTM  15      -   0.99999603  x   0.99974926  =   0.99974530
 CP3152
 CP3152|---------------------------------------------------------------------|
 CP3152| PID    Reference Object                     Distance      Geod. Az  |
 CP3152|                                                           dddmmss.s |
 CP3152| CP3151 HILLS LADH RM 1 1970                 23.939 METERS 03256     |
 CP3152| CY3805 HILLS AZ MK                                        0913620.8 |
 CP3152| CY3806 HILLS AZ MK 2                                      2345616.3 |
 CP3152| CY3807 HILLS RM 2                           11.671 METERS 30356     |
 CP3152|---------------------------------------------------------------------|
 CP3152
 CP3152                          SUPERSEDED SURVEY CONTROL
 CP3152
 CP3152  NAD 83(1992)-  32 48 45.38156(N)    091 49 29.10396(W) AD(       ) 2
 CP3152  NAD 83(1986)-  32 48 45.39229(N)    091 49 29.09773(W) AD(       ) 2
 CP3152  NAD 27      -  32 48 44.91136(N)    091 49 28.64463(W) AD(       ) 2
 CP3152  NGVD 29 (07/19/86)   51.2    (m)          168.     (f) VERT ANG       
 CP3152
 CP3152.Superseded values are not recommended for survey control.
 CP3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3152.See file dsdata.txt to determine how the superseded data were derived.
 CP3152
 CP3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1002231124(NAD 83)
 CP3152_MARKER: DD = SURVEY DISK
 CP3152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3152
 CP3152  HISTORY     - Date     Condition        Report By
 CP3152  HISTORY     - 1970     MONUMENTED       LADTD
 CP3152
 CP3152                          STATION DESCRIPTION
 CP3152
 CP3152'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3152'THE STATION IS LOCATED 6 MILES NORTHEAST OF BASTROP AND 3
 CP3152'MILES NORTHWEST OF MER ROUGE IN THE SOUTHEAST QUARTER OF
 CP3152'SECTION 11, T21N, R6E AND ON THE PROPERTY OF THE HOLIDAY HILLS
 CP3152'DEVELOPEMENT CORPORATION, BOX 217, MER ROUGE, LOUISIANA.
 CP3152'
 CP3152'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN BASTROP,
 CP3152'DRIVE EAST ALONG U.S. HIGHWAY 165 FOR 0.9 MILE TO THE JUNCTION
 CP3152'WITH STATE HIGHWAY 830-4 THENCE NORTHEAST ALONG STATE HIGHWAY
 CP3152'830-4 FOR 5.2 MILES TO THE STATION WHICH IS SET TO THE RIGHT
 CP3152'AND EAST-SOUTHEAST OF THE HIGHWAY IN A CLEARED AREA NEAR A
 CP3152'PINE TREE.
 CP3152'
 CP3152'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST
 CP3152'ALONG STATE HIGHWAY 830-4 APPROXIMATELY 0.1 MILE TO A DIM ROAD
 CP3152'LEADING SOUTHEAST, FOLLOW THIS DIM ROAD FOR APPROXIMATELY 0.25
 CP3152'MILE TO THE MARK WHICH IS SET IN THE RIGHT OF WAY OF A
 CP3152'TRANSMISSION LINE NEAR SOME POWER POLES TO THE LEFT.
 CP3152'
 CP3152'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTHWEST
 CP3152'ALONG STATE HIGHWAY 830-4 FOR APPROXIMATELY 0.4 MILE TO THE MARK
 CP3152'WHICH IS SET TO THE LEFT AND SOUTHEAST OF THE HIGHWAY NEAR A
 CP3152'GRAVEL DRIVE.
 CP3152'
 CP3152'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3152'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3152'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3152'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3152'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3152'STAMPED HILLS 1970.  IT IS 112 FEET SOUTH-SOUTHWEST OF A 24
 CP3152'INCH HICKORY TREE, 104 FEET SOUTH OF A LIGHT POLE, 66 FEET
 CP3152'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 830-4, 5 FEET
 CP3152'NORTH-NORTHEAST OF A 12 INCH PINE TREE, AND 2 FEET
 CP3152'EAST-SOUTHEAST OF A METAL WITNESS POST.
 CP3152'
 CP3152'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3152'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3152'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP3152'STAMPED HILLS RM 1 1970.  IT IS 83 FEET NORTH-NORTHEAST OF A 12
 CP3152'INCH PINE TREE, 74 FEET EAST-SOUTHEAST OF THE CENTER OF STATE
 CP3152'HIGHWAY 830-4, 39 FEET SOUTHEAST OF A POWER POLE, AND 35 FEET
 CP3152'SOUTH OF A 24 INCH HICKORY TREE.
 CP3152'
 CP3152'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3152'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3152'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP3152'STAMPED HILLS RM 2 1970.  IT IS 113 FEET SOUTHWEST OF A 24 INCH
 CP3152'HICKORY TREE, 97 FEET SOUTH-SOUTHWEST OF A POWER POLE, 39 FEET
 CP3152'NORTHWEST OF A 12 INCH PINE TREE, AND 28 FEET EAST-SOUTHEAST OF
 CP3152'THE CENTER OF STATE HIGHWAY 830-4.
 CP3152'
 CP3152'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3152'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3152'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP3152'STAMPED HILLS AZ MK 1970.  IT IS 79 FEET NORTH OF A 6 INCH
 CP3152'OAK, TREE, 73 FEET NORTH OF A 6 INCH PINE TREE, 60 FEET
 CP3152'NORTHWEST OF A 10 INCH OAK TREE, 12 FEET SOUTH-SOUTHEAST OF A
 CP3152'POWER POLE, 4 FEET WEST-SOUTHWEST OF A POWER POLE, NO. 122 IN A
 CP3152'GROUP OF TRANSMISSION LINE POLES, AND 2 FEET NORTH OF A METAL
 CP3152'WITNESS POST.
 CP3152'
 CP3152'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3152'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3152'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP3152'STAMPED HILLS AZ MK 2 1970.  IT IS 74 FEET NORTH - NORTHEAST OF
 CP3152'A 20 INCH HICKORY TREE, 70 FEET WEST - SOUTHWEST OF THE CENTER
 CP3152'OF A GRAVEL DRIVE, 32 FEET SOUTH - SOUTHEAST OF THE CENTER OF
 CP3152'STATE HIGHWAY 830-4, 14 FEET EAST - NORTHEAST OF A 10 INCH RED
 CP3152'OAK TREE, AND 2 FEET EAST OF A METAL WITNESS POST.
 CP3152'
 CP3152'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2927 ***********************************************************************
 CQ2927  DESIGNATION -  HILLY LOOKOUT TOWER LFC
 CQ2927  PID         -  CQ2927
 CQ2927  STATE/COUNTY-  LA/LINCOLN
 CQ2927  USGS QUAD   -  DUBACH (1985)
 CQ2927
 CQ2927                         *CURRENT SURVEY CONTROL
 CQ2927  ___________________________________________________________________
 CQ2927* NAD 83(1992)-  32 39 29.49159(N)    092 41 31.65495(W)     ADJUSTED  
 CQ2927* NAVD 88     -                                                        
 CQ2927  ___________________________________________________________________
 CQ2927  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CQ2927  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2927
 CQ2927  HORZ ORDER  -  THIRD
 CQ2927
 CQ2927.The horizontal coordinates were established by classical geodetic methods
 CQ2927.and adjusted by the National Geodetic Survey in September 1999..
 CQ2927
 CQ2927
 CQ2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2927
 CQ2927.The geoid height was determined by GEOID03.
 CQ2927
 CQ2927;                    North         East     Units Scale Factor Converg.
 CQ2927;SPC LA N     -   239,313.083   981,976.305   MT  0.99999808   -0 06 05.7
 CQ2927;SPC LA N     -   785,146.34  3,221,700.59   sFT  0.99999808   -0 06 05.7
 CQ2927;UTM  15      - 3,613,436.983   528,870.713   MT  0.99961028   +0 09 58.1
 CQ2927
 CQ2927                          SUPERSEDED SURVEY CONTROL
 CQ2927
 CQ2927  NAD 83(1992)-  32 39 29.49165(N)    092 41 31.65593(W) AD(       ) 4
 CQ2927  NAD 83(1986)-  32 39 29.50455(N)    092 41 31.64526(W) AD(       ) 4
 CQ2927  NAD 27      -  32 39 28.97400(N)    092 41 31.09800(W) AD(       ) 3
 CQ2927
 CQ2927.Superseded values are not recommended for survey control.
 CQ2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2927.See file dsdata.txt to determine how the superseded data were derived.
 CQ2927
 CQ2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2887113437(NAD 83)
 CQ2927_MARKER: 57 = LOOKOUT TOWER
 CQ2927
 CQ2927  HISTORY     - Date     Condition        Report By
 CQ2927  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2927
 CQ2927                          STATION DESCRIPTION
 CQ2927
 CQ2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2927'THE TOWER IS ON A HIGH HILL, ABOUT 9 MILES NORTHWEST OF
 CQ2927'RUSTON, 3.5 MILES SOUTHWEST OF DUBACH AND 1 MILE NORTHWEST
 CQ2927'OF THE SMALL SETTLEMENT OF HILLY.
 CQ2927'
 CQ2927'THE STEEL FRAMEWORK OF THE TOWER SUPPORTS A 6 X 6 FOOT CABIN.
 CQ2927'THE TOWER IS ABOUT 115 FEET HIGH AND THE POINT INTERSECTED
 CQ2927'WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2330 ***********************************************************************
 AU2330  DESIGNATION -  HIMALAYA
 AU2330  PID         -  AU2330
 AU2330  STATE/COUNTY-  LA/ASSUMPTION
 AU2330  USGS QUAD   -  GRASSY LAKE (1980)
 AU2330
 AU2330                         *CURRENT SURVEY CONTROL
 AU2330  ___________________________________________________________________
 AU2330* NAD 83(1992)-  29 50 27.09821(N)    091 00 41.69550(W)     ADJUSTED  
 AU2330* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2330  **This station is located in a subsidence area (see below).
 AU2330  ___________________________________________________________________
 AU2330  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU2330  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AU2330
 AU2330  HORZ ORDER  -  FIRST
 AU2330
 AU2330.The horizontal coordinates were established by classical geodetic methods
 AU2330.and adjusted by the National Geodetic Survey in January 1993..
 AU2330
 AU2330 ** The orthometric height has not been validated since last determined
 AU2330 ** by differential leveling and should not be used for control purposes.
 AU2330 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2330 ** area with valid NAVD 88 orthometric heights.
 AU2330 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2330 ** epoch indicated which incorporates improved geoid heights for the
 AU2330 ** Southern Louisiana Subsidence area.
 AU2330 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2330.The orthometric height was scaled from a topographic map.
 AU2330
 AU2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2330
 AU2330.The geoid height was determined by GEOID03.
 AU2330
 AU2330;                    North         East     Units Scale Factor Converg.
 AU2330;SPC LA S     -   148,670.574 1,031,091.765   MT  0.99992962   +0 09 39.2
 AU2330;SPC LA S     -   487,763.37  3,382,840.23   sFT  0.99992962   +0 09 39.2
 AU2330;UTM  15      - 3,302,810.738   692,103.164   MT  1.00005534   +0 59 23.0
 AU2330
 AU2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2330!SPC LA S     -   1.00000376  x   0.99992962  =   0.99993338
 AU2330!UTM  15      -   1.00000376  x   1.00005534  =   1.00005910
 AU2330
 AU2330:                Primary Azimuth Mark                     Grid Az
 AU2330:SPC LA S     -  HIMALAYA SUGAR MILL TANK                 057 48 57.6
 AU2330:UTM  15      -  HIMALAYA SUGAR MILL TANK                 056 59 13.8
 AU2330
 AU2330|---------------------------------------------------------------------|
 AU2330| PID    Reference Object                     Distance      Geod. Az  |
 AU2330|                                                           dddmmss.s |
 AU2330| AU3229 HIMALAYA SUGAR MILL TANK            APPROX. 2.6 KM 0575836.8 |
 AU2330| CV9882 HIMALAYA RM 1                       120.469 METERS 08650     |
 AU2330| AU3222 LABADIEVILLE WHITE CATHOLIC CH      APPROX. 5.5 KM 0914701.0 |
 AU2330| CV9883 HIMALAYA RM 2                        43.894 METERS 32813     |
 AU2330| AU2322 NAPOLEONVILLE CATH CH CROSS         APPROX.10.9 KM 3523115.1 |
 AU2330| AU2326 NAPOLEONVILLE MUNICIPAL TANK        APPROX.10.8 KM 3535049.9 |
 AU2330|---------------------------------------------------------------------|
 AU2330
 AU2330                          SUPERSEDED SURVEY CONTROL
 AU2330
 AU2330  NAD 83(1986)-  29 50 27.11898(N)    091 00 41.69566(W) AD(       ) 1
 AU2330  NAD 27      -  29 50 26.37720(N)    091 00 41.34114(W) AD(       ) 1
 AU2330
 AU2330.Superseded values are not recommended for survey control.
 AU2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2330.See file dsdata.txt to determine how the superseded data were derived.
 AU2330
 AU2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9210302811(NAD 83)
 AU2330_MARKER: DS = TRIANGULATION STATION DISK
 AU2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2330
 AU2330  HISTORY     - Date     Condition        Report By
 AU2330  HISTORY     - 1931     MONUMENTED       CGS
 AU2330  HISTORY     - 1935     GOOD             CGS
 AU2330  HISTORY     - 1964     GOOD             USGS
 AU2330
 AU2330                          STATION DESCRIPTION
 AU2330
 AU2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2330'STATION IS ABOUT 7 MILES S OF NAPOLEONVILLE AND 3 MILES
 AU2330'W OF LABADIEVILLE, ON THE HIMALAYA PLANTATION OWNED BY E.
 AU2330'SUNDBERY.  TO REACH FROM NAPOLEONVILLE, GO 6.7 MILES S ON
 AU2330'ROUTE 29 TO GRAVEL ROAD LEADING INTO THE HIMALAYA PLANTATION
 AU2330'AT TALLIEUS STORE.  THIS ROAD PASSES A REFINERY AND 2.2
 AU2330'MILES FROM ROUTE 29 TURN N ACROSS RAILROAD TRACKS AND A
 AU2330'BRIDGE OVER A SMALL CANAL ABOUT 300 FEET W OF A HOUSE.  STATION
 AU2330'IS ABOUT 1-1/2 MILES W OF REFINERY, 450 FEET NW OF BRIDGE,
 AU2330'IN NE CORNER OF YARD OF FARMHOUSE, 100 FEET NE OF NE CORNER
 AU2330'OF HOUSE, 41 FEET N OF A LARGE LIVE OAK TREE IN SIDE YARD,
 AU2330'AND 26.4 FEET SW OF A WOODEN FENCE CORNER.
 AU2330'
 AU2330'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2330'DISKS SET IN CONCRETE.
 AU2330'
 AU2330'ALL MARKS PROJECT 3 INCHES.
 AU2330'
 AU2330'REFERENCE MARK NO. 1 IS 42 FEET NW OF A SMALL WOODEN BRIDGE,
 AU2330'12 FEET N OF CENTER OF CANAL, 35 FEET N OF RAILROAD TRACKS,
 AU2330'25 FEET W OF GRAVEL ROAD, AND 395.24 FEET FROM STATION
 AU2330'N 86 DEG 50 MIN E.
 AU2330'
 AU2330'REFERENCE MARK NO. 2 IS 160 FEET N OF FENCE CORNER NE OF
 AU2330'HOUSE, 17 FEET SE OF A SMALL BARN, 15 FEET W OF CENTER LINE
 AU2330'OF GRAVEL ROAD, AND 144.01 FEET FROM STATION
 AU2330'N 31 DEG 47 MIN W.
 AU2330'
 AU2330'BEARING FROM THE STATION OF HIMALAYA SUGAR MILL, TANK IS
 AU2330'N 57 DEG 59 MIN E.
 AU2330
 AU2330                          STATION RECOVERY (1935)
 AU2330
 AU2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GOW)
 AU2330'COPY FROM REPORT OF MAGNETIC OBSERVATIONS AT MAGNETIC STATION
 AU2330'LABADIEVILLE (TRI. STA. HIMALAYA)--
 AU2330'
 AU2330'(THE FOLLOWING DISCREPANCIES WERE FOUND IN THE ORIGINAL
 AU2330'DESCRIPTION)--300 FEET W OF THE HOUSE SHOULD BE 300 FEET
 AU2330'E.  450 FEET NW OF THE BRIDGE SHOULD BE 450 FEET W.  R.M.
 AU2330'NO. 2 IS 160 FEET SHOULD BE IS 120 FEET.  17 FEET SE OF
 AU2330'A SMALL BARN SHOULD BE 20.8 FEET SE.
 AU2330
 AU2330                          STATION RECOVERY (1964)
 AU2330
 AU2330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 AU2330'STATION HAS BEEN RECOVERED.  R.M. 1 AND 2 NOT FOUND.  STATION
 AU2330'IS ABOUT 7 MI. S. OF NAPOLEONVILLE AND 3 MI. W. OF LABEDIEVILLE
 AU2330'ON THE HIMALAYA PLANTATION OWNED BY E. SUNDBERY.  T. 14
 AU2330'S., R. 14 E., NEAR THE CENTER OF THE E. SIDE OF SEC. 44.
 AU2330'90 FT. SSW. OF CENTERLINE HWY. AT FIELD ENTRANCE.  SW. 21
 AU2330'FT W. AND 37 FT. N. OF 6 FT. DIAMETER LIVE OAK TREE.  STD.
 AU2330'BRONZE DISK SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0935 ***********************************************************************
 CQ0935  DESIGNATION -  HODGE
 CQ0935  PID         -  CQ0935
 CQ0935  STATE/COUNTY-  LA/JACKSON
 CQ0935  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ0935
 CQ0935                         *CURRENT SURVEY CONTROL
 CQ0935  ___________________________________________________________________
 CQ0935* NAD 83(1986)-  32 16 33.     (N)    092 43 30.     (W)     SCALED    
 CQ0935* NAVD 88     -        59.91   (+/-2cm)     196.6    (feet)  VERTCON   
 CQ0935  ___________________________________________________________________
 CQ0935  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0935
 CQ0935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0935
 CQ0935.The horizontal coordinates were scaled from a topographic map and have
 CQ0935.an estimated accuracy of +/- 6 seconds.
 CQ0935
 CQ0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0935.The vertical order pertains to the NGVD 29 superseded value.
 CQ0935
 CQ0935.The geoid height was determined by GEOID03.
 CQ0935
 CQ0935;                    North         East    Units  Estimated Accuracy
 CQ0935;SPC LA N     -   196,920.      978,800.      MT  (+/- 180 meters Scaled)
 CQ0935
 CQ0935                          SUPERSEDED SURVEY CONTROL
 CQ0935
 CQ0935  NGVD 29 (??/??/??)   59.970  (m)          196.75   (f) ADJUSTED    2 0
 CQ0935
 CQ0935.Superseded values are not recommended for survey control.
 CQ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0935.See file dsdata.txt to determine how the superseded data were derived.
 CQ0935
 CQ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR258710(NAD 83)
 CQ0935_MARKER: DB = BENCH MARK DISK
 CQ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0935_STAMPING: HODGE 1934
 CQ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0935+STABILITY: SURFACE MOTION
 CQ0935
 CQ0935  HISTORY     - Date     Condition        Report By
 CQ0935  HISTORY     - 1934     MONUMENTED       CGS
 CQ0935  HISTORY     - 1935     GOOD             CGS
 CQ0935  HISTORY     - 1982     GOOD             USGS
 CQ0935
 CQ0935                          STATION DESCRIPTION
 CQ0935
 CQ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0935'IN HODGE.
 CQ0935'AT HODGE AND ALONG THE C. R.I. AND P. R.R. ABOUT 0.15 MILE N.W. OF THE
 CQ0935'R.R. STATION.  95 YARDS WEST OF CENTER OF MAIN TRACK.  25 FEET NORTH
 CQ0935'OF THE N.E. CORNER OF THE TENNIS COURT.  17 FEET EAST OF THE FLAG POLE
 CQ0935'ON WHICH THE ELECTRIC SIGN HODGE IS HANGING.
 CQ0935
 CQ0935                          STATION RECOVERY (1982)
 CQ0935
 CQ0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0935'AT HODGE, JACKSON PARISH, ABOUT 0.20 MILE NORTH OF DEPOT ALONG HWY.
 CQ0935'167, ON THE PROPERTY OF THE CONTINENTAL CAN CO. 58.8 FT. NORTH OF THE
 CQ0935'NORTHWEST CORNER OF THE MEDICAL BLDG., 17 FT. EAST OF THE FLAG POLE,
 CQ0935'IN A CONCRETE POST A STANDARD DISK STAMPED HODGE 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2736 ***********************************************************************
 CQ2736  DESIGNATION -  HODGE
 CQ2736  PID         -  CQ2736
 CQ2736  STATE/COUNTY-  LA/OUACHITA
 CQ2736  USGS QUAD   -  BOSCO (1982)
 CQ2736
 CQ2736                         *CURRENT SURVEY CONTROL
 CQ2736  ___________________________________________________________________
 CQ2736* NAD 83(1992)-  32 22 21.31536(N)    092 07 13.97134(W)     ADJUSTED  
 CQ2736* NAVD 88     -        24.5    (meters)      80.     (feet)  VERTCON   
 CQ2736  ___________________________________________________________________
 CQ2736  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CQ2736  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2736
 CQ2736  HORZ ORDER  -  SECOND
 CQ2736
 CQ2736.The horizontal coordinates were established by classical geodetic methods
 CQ2736.and adjusted by the National Geodetic Survey in January 1993..
 CQ2736
 CQ2736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2736
 CQ2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2736
 CQ2736.The geoid height was determined by GEOID03.
 CQ2736
 CQ2736;                    North         East     Units Scale Factor Converg.
 CQ2736;SPC LA N     -   207,688.209 1,035,707.902   MT  0.99994616   +0 12 02.2
 CQ2736;SPC LA N     -   681,390.40  3,397,985.01   sFT  0.99994616   +0 12 02.2
 CQ2736;UTM  15      - 3,582,075.415   582,732.703   MT  0.99968440   +0 28 15.3
 CQ2736
 CQ2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2736!SPC LA N     -   1.00000023  x   0.99994616  =   0.99994639
 CQ2736!UTM  15      -   1.00000023  x   0.99968440  =   0.99968463
 CQ2736
 CQ2736|---------------------------------------------------------------------|
 CQ2736| PID    Reference Object                     Distance      Geod. Az  |
 CQ2736|                                                           dddmmss.s |
 CQ2736| CY3820 HODGE RM 1                            9.112 METERS 01933     |
 CQ2736| CY3819 HODGE AZ MK 2                                      0603722.5 |
 CQ2736| CY3818 HODGE AZ MK                                        1023250.5 |
 CQ2736| CQ2737 HODGE LADH RM 2 1971                 16.017 METERS 19825     |
 CQ2736|---------------------------------------------------------------------|
 CQ2736
 CQ2736                          SUPERSEDED SURVEY CONTROL
 CQ2736
 CQ2736  NAD 83(1986)-  32 22 21.32922(N)    092 07 13.96376(W) AD(       ) 2
 CQ2736  NAD 27      -  32 22 20.79374(N)    092 07 13.47579(W) AD(       ) 2
 CQ2736  NGVD 29 (07/19/86)   24.5    (m)           80.     (f) VERT ANG       
 CQ2736
 CQ2736.Superseded values are not recommended for survey control.
 CQ2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2736.See file dsdata.txt to determine how the superseded data were derived.
 CQ2736
 CQ2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8273382075(NAD 83)
 CQ2736_MARKER: DD = SURVEY DISK
 CQ2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2736
 CQ2736  HISTORY     - Date     Condition        Report By
 CQ2736  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2736  HISTORY     - 1991     GOOD             USPSQD
 CQ2736  HISTORY     - 19910515 GOOD             USPSQD
 CQ2736
 CQ2736                          STATION DESCRIPTION
 CQ2736
 CQ2736'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2736'THE STATION IS LOCATED 9 MILES SOUTH OF MONROE, 13.5 MILES
 CQ2736'SOUTHEAST OF CADEVILLE AND 18.5 MILES NORTH OF COLUMBIA, IN THE
 CQ2736'SOUTHWEST 1/4 OF SECTION 13, T16N, R3E, AND ON THE PROPERTY OWNED
 CQ2736'BY TENSAS BASIN LEVEE BOARD, ADDRESS 3411 S. GRAND, MONROE,
 CQ2736'LOUISIANA, TELEPHONE 323-1130.
 CQ2736'
 CQ2736'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 20 AND
 CQ2736'U.S. HIGHWAY 165 BYPASS IN EAST MONROE, DRIVE SOUTH ALONG U.S.
 CQ2736'HIGHWAY 165 FOR 9.3 MILES TO LOCTOWN LOOP ROAD, TURN RIGHT AND
 CQ2736'WEST ON LOCTOWN LOOP ROAD AND GO 0.5 MILE TO THE LEVEE, GO RIGHT
 CQ2736'THROUGH GATE ON LEVEE FOR APPROXIMATELY 0.1 MILE, TO THE STATION
 CQ2736'WHICH IS SET IN THE CENTER OF THE LEVEE.
 CQ2736'
 CQ2736'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE LEVEE
 CQ2736'TO THE GATE, TURN LEFT AND EAST ON THE LOCTOWN LOOP ROAD AND GO
 CQ2736'0.5 MILE TO THE INTERSECTION WITH U.S. HIGHWAY 165.  THE MARK IS
 CQ2736'SET IN THE NORTHWEST QUADRANT OF THE INTERSECTION NEAR TWO POWER
 CQ2736'POLES.
 CQ2736'
 CQ2736'TO REACH AZIMUTH MARK 2 FROM THE STATION GO SOUTH ON THE LEVEE TO
 CQ2736'THE GATE, TURN LEFT AND EAST ON THE LOCTOWN LOOP ROAD AND GO 0.5
 CQ2736'MILE TO THE INTERSECTION WITH U.S. HIGHWAY 165, TURN LEFT AND
 CQ2736'NORTH ON U.S. HIGHWAY 165 FOR 0.5 MILE TO CANTRELL LANE.  THE
 CQ2736'MARK IS SET IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 CQ2736'
 CQ2736'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2736'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2736'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE
 CQ2736'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2736'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2736'SURFACE.  THEY ARE STAMPED HODGE 1971.  THE MARK IS 300 FEET
 CQ2736'NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 270 FEET
 CQ2736'NORTH OF A GAS PIPE LINE, 220 FEET NORTH OF A CATTLE GUARD, 120
 CQ2736'FEET EAST OF A 30 INCH HACKBERRY TREE, 39 FEET EAST OF A 10
 CQ2736'INCH GUM TREE, 34 FEET WEST OF A FENCE AND 33 FEET WEST OF A
 CQ2736'METAL WITNESS POST AND SIGN.
 CQ2736'
 CQ2736'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2736'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2736'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE
 CQ2736'GROUND.  IT IS STAMPED HODGE R.M. 1 1971.  IT IS 300 FEET NORTH
 CQ2736'OF A PIPELINE, 120 FEET EAST OF A 30 INCH HACKBERRY TREE, 39 FEET
 CQ2736'EAST OF A TREE LINE, AND 33.5 FEET WEST OF A FENCE.
 CQ2736'
 CQ2736'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2736'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2736'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE
 CQ2736'GROUND.  IT IS STAMPED HODGE R.M. 2 1971.  IT IS 250 FEET
 CQ2736'NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 220 FEET
 CQ2736'NORTH OF A PIPELINE, 170 FEET NORTH OF A CATTLE GUARD, 62 FEET
 CQ2736'SOUTHEAST OF A 10 INCH GUM TREE, AND 33.5 FEET WEST OF A FENCE.
 CQ2736'
 CQ2736'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2736'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2736'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2736'GROUND.  IT IS STAMPED HODGE AZ. MK. 1971.  IT IS 74 FEET
 CQ2736'SOUTH-SOUTHEAST OF POWER POLE NUMBER 73, 49 FEET WEST OF THE
 CQ2736'CENTER OF U.S. HIGHWAY 165, 42 FEET NORTH OF THE CENTER OF THE
 CQ2736'LOCTOWN LOOP ROAD, 27 FEET NORTHWEST OF THE NORTH END OF A
 CQ2736'CONCRETE CULVERT, 6 FEET NORTH OF POWER POLE NUMBER 74, AND 2 FEET
 CQ2736'NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CQ2736'
 CQ2736'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ2736'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2736'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2736'IS STAMPED HODGE AZ. MK. 2 1971.  IT IS 80 FEET EAST OF THE CENTER
 CQ2736'OF U.S. HIGHWAY 165, 44 FEET EAST OF THE SOUTH END OF A CONCRETE
 CQ2736'CULVERT, 14 FEET SOUTH OF THE CENTER OF CANTRELL ROAD, 9.5 FEET
 CQ2736'WEST OF THE WEST RAIL ON THE MISSOURI PACIFIC RAILROAD, AND 2
 CQ2736'FEET EAST OF A METAL WITNESS POST AND SIGN.
 CQ2736'
 CQ2736'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ2736
 CQ2736                          STATION RECOVERY (1991)
 CQ2736
 CQ2736'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2736'RECOVERED IN GOOD CONDITION.
 CQ2736
 CQ2736                          STATION RECOVERY (1991)
 CQ2736
 CQ2736'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2831 ***********************************************************************
 CQ2831  DESIGNATION -  HODGE SO PAPER AND BAG STACK
 CQ2831  PID         -  CQ2831
 CQ2831  STATE/COUNTY-  LA/JACKSON
 CQ2831  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ2831
 CQ2831                         *CURRENT SURVEY CONTROL
 CQ2831  ___________________________________________________________________
 CQ2831* NAD 83(1992)-  32 16 33.81359(N)    092 43 38.99366(W)     ADJUSTED  
 CQ2831* NAVD 88     -                                                        
 CQ2831  ___________________________________________________________________
 CQ2831  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CQ2831  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2831
 CQ2831  HORZ ORDER  -  THIRD
 CQ2831
 CQ2831.The horizontal coordinates were established by classical geodetic methods
 CQ2831.and adjusted by the National Geodetic Survey in January 1993..
 CQ2831
 CQ2831
 CQ2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2831
 CQ2831.The geoid height was determined by GEOID03.
 CQ2831
 CQ2831;                    North         East     Units Scale Factor Converg.
 CQ2831;SPC LA N     -   196,944.571   978,569.061   MT  0.99993423   -0 07 13.0
 CQ2831;SPC LA N     -   646,142.31  3,210,521.99   sFT  0.99993423   -0 07 13.0
 CQ2831;UTM  15      - 3,571,068.042   525,661.871   MT  0.99960812   +0 08 43.9
 CQ2831
 CQ2831                          SUPERSEDED SURVEY CONTROL
 CQ2831
 CQ2831  NAD 83(1986)-  32 16 33.82721(N)    092 43 38.98398(W) AD(       ) 4
 CQ2831  NAD 27      -  32 16 33.26807(N)    092 43 38.43348(W) AD(       ) 3
 CQ2831
 CQ2831.Superseded values are not recommended for survey control.
 CQ2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2831.See file dsdata.txt to determine how the superseded data were derived.
 CQ2831
 CQ2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2566271068(NAD 83)
 CQ2831_MARKER: 63 = STACK
 CQ2831
 CQ2831  HISTORY     - Date     Condition        Report By
 CQ2831  HISTORY     - 1934     FIRST OBSERVED   CGS
 CQ2831  HISTORY     - 1971     GOOD             NGS
 CQ2831
 CQ2831                          STATION DESCRIPTION
 CQ2831
 CQ2831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2831'HODGE CONTINENTAL CAN COMPANY STACK IS LOCATED AT THE HODGE PLANT
 CQ2831'OF THE CONTINENTAL CAN COMPANY PAPER MILL ON THE WEST SIDE OF
 CQ2831'U.S. HIGHWAY 167 AND 0.4 MILE NORTHWEST OF THE POST OFFICE IN
 CQ2831'HODGE.
 CQ2831'
 CQ2831'THE POINT INTERSECTED IS THE TOP CENTER OF THE CONCRETE STACK
 CQ2831'THAT IS 295 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2945 ***********************************************************************
 BX2945  DESIGNATION -  HODGES
 BX2945  PID         -  BX2945
 BX2945  STATE/COUNTY-  LA/SABINE
 BX2945  USGS QUAD   -  HORNBECK (1994)
 BX2945
 BX2945                         *CURRENT SURVEY CONTROL
 BX2945  ___________________________________________________________________
 BX2945* NAD 83(1992)-  31 22 14.14484(N)    093 25 41.21918(W)     ADJUSTED  
 BX2945* NAVD 88     -       111.4    (meters)     365.     (feet)  VERTCON   
 BX2945  ___________________________________________________________________
 BX2945  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 BX2945  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX2945
 BX2945  HORZ ORDER  -  SECOND
 BX2945
 BX2945.The horizontal coordinates were established by classical geodetic methods
 BX2945.and adjusted by the National Geodetic Survey in January 1993..
 BX2945
 BX2945.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2945
 BX2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2945
 BX2945.The geoid height was determined by GEOID03.
 BX2945
 BX2945;                    North         East     Units Scale Factor Converg.
 BX2945;SPC LA N     -    96,906.355   911,710.179   MT  0.99996002   -0 29 26.5
 BX2945;SPC LA N     -   317,933.60  2,991,169.15   sFT  0.99996002   -0 29 26.5
 BX2945;UTM  15      - 3,470,753.618   459,288.148   MT  0.99962044   -0 13 22.3
 BX2945
 BX2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2945!SPC LA N     -   0.99998671  x   0.99996002  =   0.99994673
 BX2945!UTM  15      -   0.99998671  x   0.99962044  =   0.99960716
 BX2945
 BX2945|---------------------------------------------------------------------|
 BX2945| PID    Reference Object                     Distance      Geod. Az  |
 BX2945|                                                           dddmmss.s |
 BX2945| CV7722 HODGES RM 1                          10.657 METERS 08841     |
 BX2945| BX2944 HODGES 1971 RM 2                     15.063 METERS 13845     |
 BX2945| CV7721 HODGES AZ MK                                       3423857.4 |
 BX2945|---------------------------------------------------------------------|
 BX2945
 BX2945                          SUPERSEDED SURVEY CONTROL
 BX2945
 BX2945  NAD 83(1986)-  31 22 14.15802(N)    093 25 41.21049(W) AD(       ) 2
 BX2945  NAD 27      -  31 22 13.51133(N)    093 25 40.58359(W) AD(       ) 2
 BX2945  NGVD 29 (07/19/86)  111.5    (m)          366.     (f) VERT ANG       
 BX2945
 BX2945.Superseded values are not recommended for survey control.
 BX2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2945.See file dsdata.txt to determine how the superseded data were derived.
 BX2945
 BX2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5928870754(NAD 83)
 BX2945_MARKER: DS = TRIANGULATION STATION DISK
 BX2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2945
 BX2945  HISTORY     - Date     Condition        Report By
 BX2945  HISTORY     - 1971     MONUMENTED       NGS
 BX2945  HISTORY     - 20011125 GOOD             USPSQD
 BX2945
 BX2945                          STATION DESCRIPTION
 BX2945
 BX2945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2945'THE STATION IS ABOUT 5-1/4 MILES SOUTH-SOUTHEAST OF FLORIEN, 4 MILES
 BX2945'NORTHWEST OF HORNBECK, ABOUT 100 YARDS WEST OF U. S. HIGHWAY 171 AND
 BX2945'ON PROPERTY OWNED BY HODGES GARDEN.  PERMISSION TO BUILD STATION
 BX2945'WAS GRANTED BY MR. JOHN BYRD, MANAGER OF HODGES GARDEN.
 BX2945'
 BX2945'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX2945'STATE HIGHWAY 474 IN FLORIEN, GO SOUTH ON HIGHWAY 171 FOR 5.3 MILES
 BX2945'TO HODGES GARDEN MOTEL ON THE RIGHT, TURN RIGHT ON THE SOUTH ENTRANCE
 BX2945'TO MOTEL AND PASS TO SERVICE ROAD, FOLLOW SERVICE ROAD SOUTHERLY UP
 BX2945'HILL FOR 0.1 MILE TO WATER STORAGE TANKS AND STATION.
 BX2945'
 BX2945'THE STATION MARKS ARE STANDARD DISKS STAMPED HODGES 1971.  THE
 BX2945'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2945'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 19.3 FEET
 BX2945'EAST OF NORTHWEST CORNER OF A BLOCK BUILDING, 17.6 FEET NORTH
 BX2945'OF WEST 1 OF 2 LARGE WATER TANKS AND 8 FEET SOUTHWEST OF AN 8 INCH
 BX2945'OAK TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 BX2945'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2945'
 BX2945'REFERENCE MARK 1, A STANDARD DISK IS STAMPED HODGES NO 1 1971, IS SET
 BX2945'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2945'WITH THE GROUND SURFACE.  IT IS 45 FEET NORTH OF EAST 1 OF 2 WATER
 BX2945'STORAGE TANKS, 14.8 FEET SOUTHEAST OF A 14 INCH OAK TREE AND 4
 BX2945'FEET SOUTH-SOUTHWEST OF A 10 INCH PINE TREE.
 BX2945'
 BX2945'REFERENCE MARK 2, A STANDARD DISK STAMPED HODGES NO 2 1971, IS SET
 BX2945'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2945'WITH THE GROUND SURFACE.  IT IS 9.3 FEET NORTHEAST OF EAST 1 OF 2
 BX2945'WATER STORAGE TANKS, 8 FEET SOUTH-SOUTHWEST OF A 12 INCH PINE TREE
 BX2945'AND 3.9 FEET WEST OF AN 8 INCH PINE TREE.
 BX2945'
 BX2945'THE AZIMUTH MARK, A STANDARD DISK STAMPED HODGES 1971, IS SET IN
 BX2945'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2945'WITH THE GROUND SURFACE.  IT IS 94.5 FEET WEST-SOUTHWEST OF
 BX2945'NORTHWEST CORNER OF MOTEL, 19 FEET NORTHWEST OF CENTER OF
 BX2945'SERVICE ROAD AND 14 FEET SOUTHWEST OF A POWERLINE POLE.
 BX2945'
 BX2945'NEAREST TOWN--HORNBECK.
 BX2945
 BX2945                          STATION RECOVERY (2001)
 BX2945
 BX2945'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BX2945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3178 ***********************************************************************
 CQ3178  DESIGNATION -  HOELL
 CQ3178  PID         -  CQ3178
 CQ3178  STATE/COUNTY-  LA/DE SOTO
 CQ3178  USGS QUAD   -  GRAND CANE (1994)
 CQ3178
 CQ3178                         *CURRENT SURVEY CONTROL
 CQ3178  ___________________________________________________________________
 CQ3178* NAD 83(1992)-  32 06 43.25542(N)    093 49 20.54525(W)     ADJUSTED  
 CQ3178* NAVD 88     -       101.020  (meters)     331.43   (feet)  ADJUSTED  
 CQ3178  ___________________________________________________________________
 CQ3178  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CQ3178  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3178  DYNAMIC HT  -         100.903 (meters)     331.05  (feet)  COMP
 CQ3178  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CQ3178
 CQ3178  HORZ ORDER  -  SECOND
 CQ3178  VERT ORDER  -  SECOND    CLASS I
 CQ3178
 CQ3178.The horizontal coordinates were established by classical geodetic methods
 CQ3178.and adjusted by the National Geodetic Survey in February 1996..
 CQ3178
 CQ3178.The orthometric height was determined by differential leveling
 CQ3178.and adjusted by the National Geodetic Survey in March 2001..
 CQ3178
 CQ3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3178
 CQ3178.The geoid height was determined by GEOID03.
 CQ3178
 CQ3178.The dynamic height is computed by dividing the NAVD 88
 CQ3178.geopotential number by the normal gravity value computed on the
 CQ3178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3178.degrees latitude (g = 980.6199 gals.).
 CQ3178
 CQ3178.The modeled gravity was interpolated from observed gravity values.
 CQ3178
 CQ3178;                    North         East     Units Scale Factor Converg.
 CQ3178;SPC LA N     -   179,493.915   875,209.932   MT  0.99992047   -0 41 56.9
 CQ3178;SPC LA N     -   588,889.62  2,871,417.92   sFT  0.99992047   -0 41 56.9
 CQ3178;UTM  15      - 3,553,147.852   422,415.828   MT  0.99967423   -0 26 13.8
 CQ3178
 CQ3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3178!SPC LA N     -   0.99998818  x   0.99992047  =   0.99990865
 CQ3178!UTM  15      -   0.99998818  x   0.99967423  =   0.99966241
 CQ3178
 CQ3178|---------------------------------------------------------------------|
 CQ3178| PID    Reference Object                     Distance      Geod. Az  |
 CQ3178|                                                           dddmmss.s |
 CQ3178| CQ3177 HOELL RM 1                           19.031 METERS 15145     |
 CQ3178| CQ3484 HOELL AZ MK                                        1632113.5 |
 CQ3178| CQ3483 HOELL RM 2                           11.338 METERS 26859     |
 CQ3178| CQ3482 HOELL AZ MK 2                                      3313030.0 |
 CQ3178|---------------------------------------------------------------------|
 CQ3178
 CQ3178                          SUPERSEDED SURVEY CONTROL
 CQ3178
 CQ3178  NAD 83(1992)-  32 06 43.25532(N)    093 49 20.54474(W) AD(       ) 2
 CQ3178  NAD 83(1986)-  32 06 43.26417(N)    093 49 20.54098(W) AD(       ) 2
 CQ3178  NAD 27      -  32 06 42.68081(N)    093 49 19.87683(W) AD(       ) 2
 CQ3178  NAVD 88 (02/14/94)  101.028  (m)          331.46   (f) UNKNOWN     2 1
 CQ3178  NGVD 29 (07/19/86)  101.6    (m)          333.     (f) VERT ANG       
 CQ3178
 CQ3178.Superseded values are not recommended for survey control.
 CQ3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3178.See file dsdata.txt to determine how the superseded data were derived.
 CQ3178
 CQ3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2241653148(NAD 83)
 CQ3178_MARKER: DD = SURVEY DISK
 CQ3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3178_SP_SET: CONCRETE POST
 CQ3178_STAMPING: HOELL 1969
 CQ3178_MARK LOGO: LADH  
 CQ3178_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3178+STABILITY: SURFACE MOTION
 CQ3178
 CQ3178  HISTORY     - Date     Condition        Report By
 CQ3178  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3178  HISTORY     - 1969     GOOD             LADH
 CQ3178  HISTORY     - 19880418 GOOD             LADTD
 CQ3178  HISTORY     - 19960907 GOOD             USPSQD
 CQ3178  HISTORY     - 19980303 GOOD             LADTD
 CQ3178
 CQ3178                          STATION DESCRIPTION
 CQ3178
 CQ3178'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3178'THE STATION IS LOCATED 2.00 MILES NORTH OF GRAND CANE AND 6.00
 CQ3178'MILES SOUTHEAST OF KICKAPOO, AND ON THE PROPERTY OWNED BY HOELL
 CQ3178'FARMS.  IT IS 1.95 FEET SOUTH OF FENCE NORTH OF DRIVE TO HOELL
 CQ3178'RESIDENCE, 33.0 FEET NORTH OF CENTER OF DRIVE TO HOELL RESIDENCE,
 CQ3178'111.0 FEET EAST-NORTHEAST OF NORTH END OF CROSS DRAIN UNDER DRIVE
 CQ3178'TO HOELL RESIDENCE, 141.55 FEET EAST OF CENTER OF U.S. HIGHWAY
 CQ3178'171, 62.40 FEET NORTHEAST OF AN 8 INCH OAK TREE, AND 106.60
 CQ3178'FEET EAST OF WITNESS POST.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3178'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK, STAMPED
 CQ3178'HOELL 1969 PROJECTING 2 INCHES.
 CQ3178'
 CQ3178'REFERENCE MARK NO. 1 IS 62.45 FEET SOUTH OF THE STATION.  IT IS
 CQ3178'2.70 FEET NORTH OF A FENCE AT ENTRANCE TO HOELL RESIDENCE, 10.10
 CQ3178'FEET WEST OF AN 8 INCH OAK TREE, 39.00 FEET SOUTHWEST OF CENTER
 CQ3178'OF CATTLE GUARD ACROSS DRIVE TO HOELL RESIDENCE, 25.30 FEET SOUTH
 CQ3178'OF CENTER OF DRIVE TO HOELL RESIDENCE, 142.0 FEET EAST OF THE
 CQ3178'CENTER OF U.S. HIGHWAY 171, 146.20 FEET SOUTHEAST OF WITNESS
 CQ3178'POST.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 CQ3178'AND GEODETIC SURVEY DISK, STAMPED R.M. NO. 1 HOELL 1969,
 CQ3178'PROJECTING 2 INCHES.
 CQ3178'
 CQ3178'REFERENCE MARK NO. 2 IS 37.20 FEET WEST OF THE STATION.  IT IS
 CQ3178'105.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY 171, 36.80 FEET
 CQ3178'NORTH OF CENTER OF DRIVE TO HOELL RESIDENCE, 1.80 FEET SOUTH OF
 CQ3178'FENCE NORTH OF DRIVE TO HOELL RESIDENCE, 77.0 FEET NORTHEAST OF
 CQ3178'NORTH END OF CROSS DRAIN UNDER DRIVE TO HOELL RESIDENCE, 70.0
 CQ3178'FEET WEST OF CORNER POST IN FENCE NEAR CATTLE GUARD, 69.40 FEET
 CQ3178'EAST OF WITNESS POST.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3178'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M.
 CQ3178'NO. 2 HOELL 1969, PROJECTING 3 INCHES.
 CQ3178'
 CQ3178'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 85.90 FEET.
 CQ3178'
 CQ3178'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION.  IT IS 2.10
 CQ3178'FEET EAST-SOUTHEAST OF A NORTH-SOUTH FENCE ON WEST SIDE OF
 CQ3178'U.S. HIGHWAY 171, 49.70 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 CQ3178'171, 194.0 FEET NORTHWEST OF POWER POLE WITH GUY WIRE, 203.0 FEET
 CQ3178'SOUTHWEST OF A POWER POLE, 33.10 FEET NORTHEAST OF A 6 INCH ASH
 CQ3178'TREE, 1.75 FEET WEST OF WITNESS POST.
 CQ3178'
 CQ3178'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 CQ3178'U.S. HIGHWAY 171 FOR 0.4 MILE TO MARK SET ON RIGHT.  IT IS A
 CQ3178'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3178'SURVEY DISK, STAMPED AZ. MK. HOELL 1969, PROJECTING 3 INCHES.
 CQ3178'
 CQ3178'AZIMUTH MARK 2 IS 0.3 MILE NORTH OF THE STATION.  IT IS 2.40
 CQ3178'FEET EAST-NORTHEAST OF A FENCE WEST OF U.S. HIGHWAY 171, 50.70
 CQ3178'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 171 20.40 FEET
 CQ3178'SOUTH-SOUTHWEST OF A 12 INCH GUM TREE, 150.80 FEET SOUTHWEST OF
 CQ3178'WEST END OF CROSS DRAIN UNDER U.S. HIGHWAY 171, 86.00 FEET NORTH
 CQ3178'OF A UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 1.70 FEET WEST
 CQ3178'OF WITNESS POST.
 CQ3178'
 CQ3178'TO REACH AZIMUTH MARK 2 FROM STATION DRIVE NORTH ON U.S. HIGHWAY
 CQ3178'171 FOR 0.3 MILE TO MARK SET ON LEFT NEAR FENCE.  IT IS A LOUISIANA
 CQ3178'DEPARTMENT HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK
 CQ3178'STAMPED AZ. MK. NO. 2 HOELL 1969, PROJECTING 3 INCHES.
 CQ3178'
 CQ3178'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 171
 CQ3178'AND STATE HIGHWAY 3015 IN GRAND CANE, FOLLOW U.S. HIGHWAY 171
 CQ3178'NORTH FOR 1.65 MILES TO STATION SET RIGHT OF HIGHWAY NORTH OF
 CQ3178'DRIVE TO HOELL RESIDENCE.
 CQ3178
 CQ3178                          STATION RECOVERY (1969)
 CQ3178
 CQ3178'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ3178'RECOVERED IN GOOD CONDITION.
 CQ3178
 CQ3178                          STATION RECOVERY (1988)
 CQ3178
 CQ3178'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ3178'OWNERSHIP--HOELL FARMS.
 CQ3178'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 14.6
 CQ3178'KM (9.1 MI) ON U S HIGHWAY 171 TO THE MARK ON THE RIGHT SET NEAR THE
 CQ3178'ENTRANCE TO HOELL FARMS.
 CQ3178'THE MARK IS 43.1 M (141.4 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 CQ3178'33.8 M (110.9 FT) EAST-NORTHEAST FROM THE NORTH END OF THE CULVERT
 CQ3178'UNDER THE DRIVE, 32.5 M (106.6 FT) EAST FROM A WITNESS POST, 19 M
 CQ3178'(62.3 FT) NORTHEAST FROM AN 8-INCH OAK TREE, 10.1 M (33.1 FT) NORTH
 CQ3178'FROM THE CENTER OF THE DIRVE AND 0.6 M (2.0 FT) SOUTH FROM A FENCE ON
 CQ3178'THE NORTH SIDE OF THE DIRVE.  THE MARK IS FLUSH WITH THE GROUND AND
 CQ3178'ABOUT LEVEL WITH THE HIGHWAY.
 CQ3178
 CQ3178                          STATION RECOVERY (1996)
 CQ3178
 CQ3178'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3178'RECOVERED IN GOOD CONDITION.
 CQ3178
 CQ3178                          STATION RECOVERY (1998)
 CQ3178
 CQ3178'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3178'RECOVERED AS DESCRIBED.  DUE TO ROAD CONSTRUCTION IN THE AREA THIS
 CQ3178'MARK IS TO BE DESTROYED.  AT THIS TIME THE STATION WAS RESET AND
 CQ3178'STAMPED HOELL 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1426 ***********************************************************************
 AI1426  DESIGNATION -  HOELL 2
 AI1426  PID         -  AI1426
 AI1426  STATE/COUNTY-  LA/DE SOTO
 AI1426  USGS QUAD   -  GRAND CANE (1994)
 AI1426
 AI1426                         *CURRENT SURVEY CONTROL
 AI1426  ___________________________________________________________________
 AI1426* NAD 83(1986)-  32 06 43.     (N)    093 49 20.     (W)     SCALED    
 AI1426* NAVD 88     -       101.734  (meters)     333.77   (feet)  ADJUSTED  
 AI1426  ___________________________________________________________________
 AI1426  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AI1426  DYNAMIC HT  -         101.617 (meters)     333.39  (feet)  COMP
 AI1426  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 AI1426
 AI1426  VERT ORDER  -  SECOND    CLASS I
 AI1426
 AI1426.The horizontal coordinates were scaled from a topographic map and have
 AI1426.an estimated accuracy of +/- 6 seconds.
 AI1426
 AI1426.The orthometric height was determined by differential leveling
 AI1426.and adjusted by the National Geodetic Survey in March 2001..
 AI1426
 AI1426.The geoid height was determined by GEOID03.
 AI1426
 AI1426.The dynamic height is computed by dividing the NAVD 88
 AI1426.geopotential number by the normal gravity value computed on the
 AI1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1426.degrees latitude (g = 980.6199 gals.).
 AI1426
 AI1426.The modeled gravity was interpolated from observed gravity values.
 AI1426
 AI1426;                    North         East    Units  Estimated Accuracy
 AI1426;SPC LA N     -   179,490.      875,220.      MT  (+/- 180 meters Scaled)
 AI1426
 AI1426                          SUPERSEDED SURVEY CONTROL
 AI1426
 AI1426.No superseded survey control is available for this station.
 AI1426
 AI1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR224531(NAD 83)
 AI1426_MARKER: DD = SURVEY DISK
 AI1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1426_STAMPING: HOELL 2 1998
 AI1426_MARK LOGO: LADTD 
 AI1426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1426+STABILITY: SURFACE MOTION
 AI1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1426+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1426
 AI1426  HISTORY     - Date     Condition        Report By
 AI1426  HISTORY     - 1998     MONUMENTED       LADTD
 AI1426
 AI1426                          STATION DESCRIPTION
 AI1426
 AI1426'DESCRIBED BY LA TRANSP AND DEV 1998 (SLC)
 AI1426'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF GRAND CANE, 5.9
 AI1426'MI (9.5 KM) SOUTH OF KICKAPOO AND 9.5 MI (15.3 KM) NORTHWEST OF
 AI1426'MANSFIELD.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AI1426'DEVELOPMENT.  TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 AI1426'HIGHWAY 3015 AND U.  S.  HIGHWAY 171 IN GRAND CANE, GO NORTH FOR 2.05
 AI1426'MI (3.30 KM) ON HIGHWAY 171 TO THE STATION SET ON THE RIGHT.  THE
 AI1426'STATION IS 95.0 FT (29.0 M) WEST-SOUTHWEST FROM THE CENTER OF A PIPE
 AI1426'GATE, 12.0 FT (3.7 M) NORTHWEST FROM A 6-STRAND BARBED WIRE FENCE WITH
 AI1426'CEDER POSTS, 1.5 FT (0.5 M) SOUTH-SOUTHEAST FROM A METAL WITNESS POST
 AI1426'WITH SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0 FT
 AI1426'(0.6 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3484 ***********************************************************************
 CQ3484  DESIGNATION -  HOELL AZ MK
 CQ3484  PID         -  CQ3484
 CQ3484  STATE/COUNTY-  LA/DE SOTO
 CQ3484  USGS QUAD   -  GRAND CANE (1994)
 CQ3484
 CQ3484                         *CURRENT SURVEY CONTROL
 CQ3484  ___________________________________________________________________
 CQ3484* NAD 83(1986)-  32 06 36.     (N)    093 49 18.     (W)     SCALED    
 CQ3484* NAVD 88     -       100.025  (meters)     328.17   (feet)  ADJUSTED  
 CQ3484  ___________________________________________________________________
 CQ3484  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3484  DYNAMIC HT  -          99.909 (meters)     327.78  (feet)  COMP
 CQ3484  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 CQ3484
 CQ3484  VERT ORDER  -  SECOND    CLASS I
 CQ3484
 CQ3484.The horizontal coordinates were scaled from a topographic map and have
 CQ3484.an estimated accuracy of +/- 6 seconds.
 CQ3484
 CQ3484.The orthometric height was determined by differential leveling
 CQ3484.and adjusted by the National Geodetic Survey in February 1994..
 CQ3484
 CQ3484.The geoid height was determined by GEOID03.
 CQ3484
 CQ3484.The dynamic height is computed by dividing the NAVD 88
 CQ3484.geopotential number by the normal gravity value computed on the
 CQ3484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3484.degrees latitude (g = 980.6199 gals.).
 CQ3484
 CQ3484.The modeled gravity was interpolated from observed gravity values.
 CQ3484
 CQ3484;                    North         East    Units  Estimated Accuracy
 CQ3484;SPC LA N     -   179,270.      875,270.      MT  (+/- 180 meters Scaled)
 CQ3484
 CQ3484                          SUPERSEDED SURVEY CONTROL
 CQ3484
 CQ3484.No superseded survey control is available for this station.
 CQ3484
 CQ3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR224529(NAD 83)
 CQ3484_MARKER: DZ = AZIMUTH MARK DISK
 CQ3484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3484_SP_SET: CONCRETE POST
 CQ3484_STAMPING: HOELL AZ MK 1969
 CQ3484_MARK LOGO: LADH  
 CQ3484_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3484+STABILITY: SURFACE MOTION
 CQ3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3484+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 CQ3484
 CQ3484  HISTORY     - Date     Condition        Report By
 CQ3484  HISTORY     - 1969     MONUMENTED       LADH
 CQ3484  HISTORY     - 19880418 GOOD             LADTD
 CQ3484  HISTORY     - 19960907 GOOD             USPSQD
 CQ3484  HISTORY     - 19980303 GOOD             LADTD
 CQ3484
 CQ3484                          STATION DESCRIPTION
 CQ3484
 CQ3484'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3484'THE MARK IS LOCATED NORTH OF MANSFIELD ALONG U S HIGHWAY 171.
 CQ3484'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3484'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 14.5
 CQ3484'KM (9.0 MI) ON U S HIGHWAY 171 TO THE MARK ON THE LEFT NEAT THE
 CQ3484'RIGHT-OF-WAY FENCE.
 CQ3484'THE MARK IS 61.9 M (203.1 FT) SOUTHWEST FROM A POWER POLE, 15.2 M
 CQ3484'(49.9 FT) WEST FROM THE CENTER OF THE HIGHWAY, 10.1 M (33.1 FT)
 CQ3484'NORTHEAST FROM A 6-INCH ASH TREE, 0.6 M (2.0 FT) EAST-SOUTHEAST FROM
 CQ3484'THE RIGHT-OF-WAY FENCE AND 0.5 M (1.6 FT) WEST FROM A WITNESS POST.
 CQ3484'THE MARK IS PROJECTING 8 CM AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ3484
 CQ3484                          STATION RECOVERY (1996)
 CQ3484
 CQ3484'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3484'RECOVERED IN GOOD CONDITION.
 CQ3484
 CQ3484                          STATION RECOVERY (1998)
 CQ3484
 CQ3484'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3484'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF GRAND CANE, 6.3
 CQ3484'MI (10.1 KM) SOUTH OF KICKAPOO AND 9.0 MI (14.5 KM) NORTHWEST OF
 CQ3484'MANSFIELD.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3484'DEVELOPMENT.  TO REACH THE STATION FROM THE WEST JUNCTION OF STATE
 CQ3484'HIGHWAY 3015 AND U.  S.  HIGHWAY 171 IN GRAND CANE, GO NORTH FOR 1.6
 CQ3484'MI (2.6 KM) ON HIGHWAY 171 TO THE STATION SET ON THE LEFT.  THE
 CQ3484'STATION IS 203.0 FT (61.9 M) SOUTHWEST FROM A POWER POLE, 50.0 FT
 CQ3484'(15.2 M) WEST FROM THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 CQ3484'2.0 FT (0.6 M) EAST-SOUTHEAST FROM THE RIGHT-OF-WAY FENCE, 1.5 FT (0.5
 CQ3484'M) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, PROJECTING 3
 CQ3484'INCHES ABOVE THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3177 ***********************************************************************
 CQ3177  DESIGNATION -  HOELL RM 1
 CQ3177  PID         -  CQ3177
 CQ3177  STATE/COUNTY-  LA/DE SOTO
 CQ3177  USGS QUAD   -  GRAND CANE (1994)
 CQ3177
 CQ3177                         *CURRENT SURVEY CONTROL
 CQ3177  ___________________________________________________________________
 CQ3177* NAD 83(1992)-  32 06 42.71114(N)    093 49 20.20173(W)     ADJUSTED  
 CQ3177* NAVD 88     -       101.438  (meters)     332.80   (feet)  ADJUSTED  
 CQ3177  ___________________________________________________________________
 CQ3177  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CQ3177  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3177  DYNAMIC HT  -         101.320 (meters)     332.41  (feet)  COMP
 CQ3177  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CQ3177
 CQ3177  HORZ ORDER  -  SECOND
 CQ3177  VERT ORDER  -  SECOND    CLASS I
 CQ3177
 CQ3177.The horizontal coordinates were established by classical geodetic methods
 CQ3177.and adjusted by the National Geodetic Survey in February 1996..
 CQ3177
 CQ3177.The orthometric height was determined by differential leveling
 CQ3177.and adjusted by the National Geodetic Survey in February 1994..
 CQ3177
 CQ3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3177
 CQ3177.The geoid height was determined by GEOID03.
 CQ3177
 CQ3177.The dynamic height is computed by dividing the NAVD 88
 CQ3177.geopotential number by the normal gravity value computed on the
 CQ3177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3177.degrees latitude (g = 980.6199 gals.).
 CQ3177
 CQ3177.The modeled gravity was interpolated from observed gravity values.
 CQ3177
 CQ3177;                    North         East     Units Scale Factor Converg.
 CQ3177;SPC LA N     -   179,477.043   875,218.732   MT  0.99992046   -0 41 56.7
 CQ3177;SPC LA N     -   588,834.27  2,871,446.79   sFT  0.99992046   -0 41 56.7
 CQ3177;UTM  15      - 3,553,131.024   422,424.703   MT  0.99967421   -0 26 13.6
 CQ3177
 CQ3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3177!SPC LA N     -   0.99998811  x   0.99992046  =   0.99990858
 CQ3177!UTM  15      -   0.99998811  x   0.99967421  =   0.99966233
 CQ3177
 CQ3177:                Primary Azimuth Mark                     Grid Az
 CQ3177:SPC LA N     -  FORD 2                                   201 28 27.1
 CQ3177:UTM  15      -  FORD 2                                   201 12 44.0
 CQ3177
 CQ3177|---------------------------------------------------------------------|
 CQ3177| PID    Reference Object                     Distance      Geod. Az  |
 CQ3177|                                                           dddmmss.s |
 CQ3177| CQ3179 FORD 2                              APPROX. 3.7 KM 2004630.4 |
 CQ3177| CQ3178 HOELL                                19.031 METERS 33145     |
 CQ3177|---------------------------------------------------------------------|
 CQ3177
 CQ3177                          SUPERSEDED SURVEY CONTROL
 CQ3177
 CQ3177  NAD 83(1992)-  32 06 42.71104(N)    093 49 20.20123(W) AD(       ) 2
 CQ3177  NAD 83(1986)-  32 06 42.71989(N)    093 49 20.19747(W) AD(       ) 2
 CQ3177  NAD 27      -  32 06 42.13652(N)    093 49 19.53332(W) AD(       ) 2
 CQ3177  NGVD 29 (07/19/86)  102.0    (m)          335.     (f) VERT ANG       
 CQ3177
 CQ3177.Superseded values are not recommended for survey control.
 CQ3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3177.See file dsdata.txt to determine how the superseded data were derived.
 CQ3177
 CQ3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2242553131(NAD 83)
 CQ3177_MARKER: DD = SURVEY DISK
 CQ3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3177_SP_SET: CONCRETE POST
 CQ3177_STAMPING: HOELL RM NO 1 1969
 CQ3177_MARK LOGO: LADH  
 CQ3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3177+STABILITY: SURFACE MOTION
 CQ3177
 CQ3177  HISTORY     - Date     Condition        Report By
 CQ3177  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3177  HISTORY     - 1969     GOOD             LADTD
 CQ3177  HISTORY     - 19880418 GOOD             LADTD
 CQ3177  HISTORY     - 19960907 GOOD             USPSQD
 CQ3177  HISTORY     - 19980303 MARK NOT FOUND   LADTD
 CQ3177
 CQ3177                          STATION DESCRIPTION
 CQ3177
 CQ3177'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3177'THE STATION IS LOCATED 2.00 MILES NORTH OF GRAND CANE AND 6.00
 CQ3177'MILES SOUTHEAST OF KICKAPOO, AND ON THE PROPERTY OWNED BY HOELL
 CQ3177'FARMS.
 CQ3177'
 CQ3177'REFERENCE MARK NO. 1 IS 62.45 FEET SOUTH OF STATION HOELL.  IT
 CQ3177'IS 2.70 FEET NORTH OF A FENCE AT ENTRANCE TO HOELL RESIDENCE, 10.10
 CQ3177'FEET WEST OF AN 8 INCH OAK TREE, 39.00 FEET SOUTHWEST OF CENTER
 CQ3177'OF CATTLE GUARD ACROSS DRIVE TO HOELL RESIDENCE, 25.30 FEET
 CQ3177'SOUTH OF CENTER OF DRIVE TO HOELL RESIDENCE, 142.0 FEET EAST OF
 CQ3177'THE CENTER OF U.S. HIGHWAY 171, 146.20 FEET SOUTHEAST OF WITNESS
 CQ3177'POST.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 CQ3177'AND GEODETIC SURVEY DISK, STAMPED R.M. NO. 1 HOELL 1969,
 CQ3177'PROJECTING 2 INCHES.
 CQ3177'
 CQ3177'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 85.90 FEET.
 CQ3177
 CQ3177                          STATION RECOVERY (1969)
 CQ3177
 CQ3177'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 CQ3177'RECOVERED IN GOOD CONDITION.
 CQ3177
 CQ3177                          STATION RECOVERY (1988)
 CQ3177
 CQ3177'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ3177'OWNERSHIP--HOELL FARMS.
 CQ3177'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 14.6
 CQ3177'KM (9.1 MI) TO THE MARK ON THE SOUTH SIDE OF THE DRIVE LEADING TO
 CQ3177'HOELL FARMS,  44 M (144.4 FT) SOUTHEAST FROM A WITNESS POST, 43.3 M
 CQ3177'(142.1 FT) EAST FROM THE CENTER OF THE HIGHWAY, 11.9 M (39.0 FT)
 CQ3177'SOUTHWEST FROM THE CENTER OF THE CATTLE GUARD LEADING INTO THE FARM,
 CQ3177'7.7 M (25.3 FT) SOUTH FROM THE CENTER OF THE DRIVE AND 3.1 M
 CQ3177'(10.2 FT) WEST FROM AN 8-INCH OAK TREE.
 CQ3177
 CQ3177                          STATION RECOVERY (1996)
 CQ3177
 CQ3177'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3177'RECOVERED IN GOOD CONDITION.
 CQ3177
 CQ3177                          STATION RECOVERY (1998)
 CQ3177
 CQ3177'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3177'THIS MARK WAS SEARCHED FOR AN NOT FOUND AND PERSUMED DESTROYED DUE TO
 CQ3177'ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3483 ***********************************************************************
 CQ3483  DESIGNATION -  HOELL RM 2
 CQ3483  PID         -  CQ3483
 CQ3483  STATE/COUNTY-  LA/DE SOTO
 CQ3483  USGS QUAD   -  GRAND CANE (1994)
 CQ3483
 CQ3483                         *CURRENT SURVEY CONTROL
 CQ3483  ___________________________________________________________________
 CQ3483* NAD 83(1986)-  32 06 42.     (N)    093 49 19.     (W)     SCALED    
 CQ3483* NAVD 88     -       100.159  (meters)     328.61   (feet)  ADJUSTED  
 CQ3483  ___________________________________________________________________
 CQ3483  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3483  DYNAMIC HT  -         100.044 (meters)     328.23  (feet)  COMP
 CQ3483  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CQ3483
 CQ3483  VERT ORDER  -  SECOND    CLASS I
 CQ3483
 CQ3483.The horizontal coordinates were scaled from a topographic map and have
 CQ3483.an estimated accuracy of +/- 6 seconds.
 CQ3483
 CQ3483.The orthometric height was determined by differential leveling
 CQ3483.and adjusted by the National Geodetic Survey in February 1994..
 CQ3483
 CQ3483.The geoid height was determined by GEOID03.
 CQ3483
 CQ3483.The dynamic height is computed by dividing the NAVD 88
 CQ3483.geopotential number by the normal gravity value computed on the
 CQ3483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3483.degrees latitude (g = 980.6199 gals.).
 CQ3483
 CQ3483.The modeled gravity was interpolated from observed gravity values.
 CQ3483
 CQ3483;                    North         East    Units  Estimated Accuracy
 CQ3483;SPC LA N     -   179,460.      875,250.      MT  (+/- 180 meters Scaled)
 CQ3483
 CQ3483                          SUPERSEDED SURVEY CONTROL
 CQ3483
 CQ3483.No superseded survey control is available for this station.
 CQ3483
 CQ3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR224531(NAD 83)
 CQ3483_MARKER: DR = REFERENCE MARK DISK
 CQ3483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3483_SP_SET: CONCRETE POST
 CQ3483_STAMPING: HOELL RM NO 2 1969
 CQ3483_MARK LOGO: LADH  
 CQ3483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3483+STABILITY: SURFACE MOTION
 CQ3483
 CQ3483  HISTORY     - Date     Condition        Report By
 CQ3483  HISTORY     - 1969     MONUMENTED       LADH
 CQ3483  HISTORY     - 19880418 GOOD             LADTD
 CQ3483  HISTORY     - 19960907 GOOD             USPSQD
 CQ3483  HISTORY     - 19980303 MARK NOT FOUND   LADTD
 CQ3483
 CQ3483                          STATION DESCRIPTION
 CQ3483
 CQ3483'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3483'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3483'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 14.6
 CQ3483'KM (9.1 MI) ON U S HIGHWAY 171 TO THE MARK ON THE RIGHT NEAR AN
 CQ3483'ENTRANCE TO HOELL FARMS.
 CQ3483'THE MARK IS 32 M (105.0 FT) EAST FROM THE CENTER OF THE HIGHWAY, 23.5
 CQ3483'M (77.1 FT) NORTHEAST FROM THE NORTH END OF THE CULVERT UNDER THE
 CQ3483'DRIVE, 21.3 M (69.9 FT) WEST FROM A CORNER POST, 21.2 M (69.6 FT)
 CQ3483'EAST FROM A WITNESS POST, 11.2 M (36.7 FT) NORTH FROM THE CENTER OF
 CQ3483'THE DRIVE AND 0.6 M (2.0 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE.
 CQ3483
 CQ3483                          STATION RECOVERY (1996)
 CQ3483
 CQ3483'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3483'RECOVERED IN GOOD CONDITION.
 CQ3483
 CQ3483                          STATION RECOVERY (1998)
 CQ3483
 CQ3483'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3483'THIS MARK WAS SEARCHED FOR AND NOT FOUND AND IS PERSUMED DESTROYED DUE
 CQ3483'TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2402 ***********************************************************************
 AU2402  DESIGNATION -  HOG 1933
 AU2402  PID         -  AU2402
 AU2402  STATE/COUNTY-  LA/ST MARY
 AU2402  USGS QUAD   -  BELLE ISLE (1994)
 AU2402
 AU2402                         *CURRENT SURVEY CONTROL
 AU2402  ___________________________________________________________________
 AU2402* NAD 83(1992)-  29 34 21.87582(N)    091 26 05.99897(W)     ADJUSTED  
 AU2402* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2402  **This station is located in a subsidence area (see below).
 AU2402  ___________________________________________________________________
 AU2402  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2402  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AU2402
 AU2402  HORZ ORDER  -  THIRD
 AU2402
 AU2402.The horizontal coordinates were established by classical geodetic methods
 AU2402.and adjusted by the National Geodetic Survey in January 1993..
 AU2402
 AU2402 ** The orthometric height has not been validated since last determined
 AU2402 ** by differential leveling and should not be used for control purposes.
 AU2402 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2402 ** area with valid NAVD 88 orthometric heights.
 AU2402 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2402 ** epoch indicated which incorporates improved geoid heights for the
 AU2402 ** Southern Louisiana Subsidence area.
 AU2402 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2402.The orthometric height was scaled from a topographic map.
 AU2402
 AU2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2402
 AU2402.The geoid height was determined by GEOID03.
 AU2402
 AU2402;                    North         East     Units Scale Factor Converg.
 AU2402;SPC LA S     -   118,912.944   990,149.302   MT  0.99995348   -0 03 03.0
 AU2402;SPC LA S     -   390,133.55  3,248,514.83   sFT  0.99995348   -0 03 03.0
 AU2402;UTM  15      - 3,272,465.309   651,592.773   MT  0.99988355   +0 46 21.1
 AU2402
 AU2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2402!SPC LA S     -   1.00000383  x   0.99995348  =   0.99995731
 AU2402!UTM  15      -   1.00000383  x   0.99988355  =   0.99988738
 AU2402
 AU2402:                Primary Azimuth Mark                     Grid Az
 AU2402:SPC LA S     -  BELLE ISLE 2                             149 45 55.3
 AU2402:UTM  15      -  BELLE ISLE 2                             148 56 31.2
 AU2402
 AU2402|---------------------------------------------------------------------|
 AU2402| PID    Reference Object                     Distance      Geod. Az  |
 AU2402|                                                           dddmmss.s |
 AU2402| AU2398 BELLE ISLE 2                        APPROX. 6.2 KM 1494252.3 |
 AU2402|---------------------------------------------------------------------|
 AU2402
 AU2402                          SUPERSEDED SURVEY CONTROL
 AU2402
 AU2402  NAD 83(1986)-  29 34 21.89898(N)    091 26 05.99674(W) AD(       ) 3
 AU2402  NAD 27      -  29 34 21.12900(N)    091 26 05.59900(W) AD(       ) 3
 AU2402
 AU2402.Superseded values are not recommended for survey control.
 AU2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2402.See file dsdata.txt to determine how the superseded data were derived.
 AU2402
 AU2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5159372465(NAD 83)
 AU2402_MARKER: DS = TRIANGULATION STATION DISK
 AU2402_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2402_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2402
 AU2402  HISTORY     - Date     Condition        Report By
 AU2402  HISTORY     - 1933     MONUMENTED       CGS
 AU2402  HISTORY     - 1948     GOOD             CGS
 AU2402  HISTORY     - 1954     GOOD             ATRECO
 AU2402  HISTORY     - 1955     GOOD             CGS
 AU2402  HISTORY     - 1966     GOOD             CGS
 AU2402
 AU2402                          STATION DESCRIPTION
 AU2402
 AU2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2402'STATION IS ON THE W SIDE OF WAX LAKE PASS, ON THE N SIDE OF
 AU2402'HOG BAYOU, 50 METERS (165 FEET) W OF WAX LAKE PASS, AND 60
 AU2402'METERS (200 FEET) N OF HOG BAYOU.
 AU2402'
 AU2402'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2402'AT THE CENTER OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO
 AU2402'THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2402'
 AU2402'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2402'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2402'PILE DRIVEN INTO THE MARSH, AND IS 26.688 METERS (87.56 FEET)
 AU2402'FROM THE STATION N 76 DEG W.
 AU2402'
 AU2402'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE CENTER
 AU2402'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU2402'DRIVEN INTO THE MARSH, AND IS 21.563 METERS (70.74 FEET) FROM
 AU2402'THE STATION N 23 DEG E.
 AU2402'
 AU2402'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2402
 AU2402                          STATION RECOVERY (1948)
 AU2402
 AU2402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2402'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AU2402'DESCRIBED.
 AU2402
 AU2402                          STATION RECOVERY (1954)
 AU2402
 AU2402'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1954 (RAW)
 AU2402'STATION WAS RECOVERED AND FOUND TO BE 75 FT. W OF THE SHORE
 AU2402'OF WAX LAKE, AND 150 FT. N OF THE BANK OF HOG BAYOU.
 AU2402
 AU2402                          STATION RECOVERY (1955)
 AU2402
 AU2402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2402'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2402'ORIGINAL DESCRIPTION ADEQUATE.
 AU2402
 AU2402                          STATION RECOVERY (1966)
 AU2402
 AU2402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2402'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 150 FEET NORTH
 AU2402'OF THE NORTH BANK OF HOG BAYOU AND 75 FEET WEST OF THE WEST
 AU2402'SHORE OF WAX LAKE.  THE DISK IS STAMPED HOG 1933 AND IS ABOUT
 AU2402'2 INCHES BELOW THE MUD.  THE REFERENCE MARKS WERE SEARCHED
 AU2402'FOR BUT NOT FOUND.  IT IS BELIEVED THAT THEY ARE STILL INTACT
 AU2402'BUT BURIED UNDER SEVERAL INCHES OF MUD AND SILT.  HEAVY MARSH
 AU2402'GRASS AND BUSHES MADE SEARCH DIFFICULT.  A METAL WITNESS
 AU2402'POST WAS SET AT THE STATION.  THE ORIGINAL DESCRIPTION IS
 AU2402'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5104 ***********************************************************************
 BJ5104  DESIGNATION -  HOG ISLAND
 BJ5104  PID         -  BJ5104
 BJ5104  STATE/COUNTY-  LA/IBERIA
 BJ5104  USGS QUAD   -  LAKE CHICOT (1980)
 BJ5104
 BJ5104                         *CURRENT SURVEY CONTROL
 BJ5104  ___________________________________________________________________
 BJ5104* NAD 83(1992)-  30 02 13.34054(N)    091 28 11.72380(W)     ADJUSTED  
 BJ5104* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BJ5104  ___________________________________________________________________
 BJ5104  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ5104  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BJ5104
 BJ5104  HORZ ORDER  -  FIRST
 BJ5104
 BJ5104.The horizontal coordinates were established by classical geodetic methods
 BJ5104.and adjusted by the National Geodetic Survey in January 1993..
 BJ5104
 BJ5104.The orthometric height was scaled from a topographic map.
 BJ5104
 BJ5104.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5104
 BJ5104.The geoid height was determined by GEOID03.
 BJ5104
 BJ5104;                    North         East     Units Scale Factor Converg.
 BJ5104;SPC LA S     -   170,379.839   986,826.820   MT  0.99992594   -0 04 05.9
 BJ5104;SPC LA S     -   558,987.86  3,237,614.33   sFT  0.99992594   -0 04 05.9
 BJ5104;UTM  15      - 3,323,875.758   647,526.340   MT  0.99986852   +0 45 57.7
 BJ5104
 BJ5104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5104!SPC LA S     -   1.00000374  x   0.99992594  =   0.99992968
 BJ5104!UTM  15      -   1.00000374  x   0.99986852  =   0.99987226
 BJ5104
 BJ5104:                Primary Azimuth Mark                     Grid Az
 BJ5104:SPC LA S     -  OAKLAWN SOUTH COAST MILL TANK            176 11 19.0
 BJ5104:UTM  15      -  OAKLAWN SOUTH COAST MILL TANK            175 21 15.4
 BJ5104
 BJ5104|---------------------------------------------------------------------|
 BJ5104| PID    Reference Object                     Distance      Geod. Az  |
 BJ5104|                                                           dddmmss.s |
 BJ5104| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX.21.5 KM 1760713.1 |
 BJ5104| AU2411 FRANKLIN STERLING MILL TANK         APPROX.25.9 KM 1845402.7 |
 BJ5104| CW1472 HOG ISLAND RM 1                      30.017 METERS 22643     |
 BJ5104| CW1471 HOG ISLAND AZ MK                                   3002305.1 |
 BJ5104| CW1473 HOG ISLAND RM 2                      40.392 METERS 33622     |
 BJ5104|---------------------------------------------------------------------|
 BJ5104
 BJ5104                          SUPERSEDED SURVEY CONTROL
 BJ5104
 BJ5104  NAD 83(1986)-  30 02 13.35980(N)    091 28 11.72062(W) AD(       ) 1
 BJ5104  NAD 27      -  30 02 12.63675(N)    091 28 11.31068(W) AD(       ) 1
 BJ5104
 BJ5104.Superseded values are not recommended for survey control.
 BJ5104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5104.See file dsdata.txt to determine how the superseded data were derived.
 BJ5104
 BJ5104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4752623876(NAD 83)
 BJ5104_MARKER: DS = TRIANGULATION STATION DISK
 BJ5104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ5104_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BJ5104
 BJ5104  HISTORY     - Date     Condition        Report By
 BJ5104  HISTORY     - 1935     MONUMENTED       CGS
 BJ5104  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5104
 BJ5104                          STATION DESCRIPTION
 BJ5104
 BJ5104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5104'ON THE W BANK OF HOG ISLAND, ABOUT 1/2 MILE N OF THE S TIP
 BJ5104'OF THE ISLAND AT THE N END OF GRAND LAKE, NEAR A GROUP OF
 BJ5104'HOUSE BOATS, AND 84 FEET NE OF A 50-INCH CYPRESS TREE.  THE
 BJ5104'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5104'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 BJ5104'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 BJ5104'DRIVEN INTO THE MARSH.  THE MARK PROJECTS 10 INCHES ABOVE
 BJ5104'THE GROUND.  REFERENCE MARK NO. 1 A STANDARD BRONZE DISK SET
 BJ5104'IN CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5104'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 BJ5104'INTO THE MARSH, AND PROJECTS 12 INCHES ABOVE THE GROUND, IS
 BJ5104'15 FEET S OF A 50-INCH CYPRESS TREE AND 98.48 FEET (30.01
 BJ5104'METERS) FROM THE STATION S 46 DEG 43 MIN W. REFERENCE
 BJ5104'MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP OF
 BJ5104'A TILE, WHICH IS FASTENED BY MEANS OF CONCRETE TO THE UPPER
 BJ5104'END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH, AND
 BJ5104'PROJECTS 12 INCHES ABOVE THE GROUND, IS 132.52 FEET
 BJ5104'(40.39 METERS) FROM THE STATION N 23 DEG 38 MIN W.
 BJ5104'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN
 BJ5104'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF
 BJ5104'CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN IN
 BJ5104'THE MARSH, PROJECTS 12 INCHES, AND IS ACROSS HOG ISLAND
 BJ5104'PASS ON TURKEY ISLAND, ABOUT 0.2 MILE S OF THE N TIP OF
 BJ5104'TURKEY ISLAND, AND APPROXIMATELY 0.2 MILE FROM THE STATION
 BJ5104'N 59 DEG 37 MIN W.
 BJ5104
 BJ5104                          STATION RECOVERY (1957)
 BJ5104
 BJ5104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5104'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER AN
 BJ5104'ALL DAY SEARCH.  DIGGING AND PROBING TO A DEPTH OF SEVEN FEET
 BJ5104'AT WHAT IS BELIEVED TO HAVE BEEN THE STATION SITE FAILED TO
 BJ5104'LOCATE THE STATION.  THE STATION IS EVIDENTLY DEEPLY BURIED
 BJ5104'BENEATH THE SILT AND MORE EXTENSIVE METHODS WILL BE NECESSARY
 BJ5104'FOR ITS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4633 ***********************************************************************
 BJ4633  DESIGNATION -  HOLDEN US PLYWOOD TANK
 BJ4633  PID         -  BJ4633
 BJ4633  STATE/COUNTY-  LA/LIVINGSTON
 BJ4633  USGS QUAD   -  HOLDEN (1974)
 BJ4633
 BJ4633                         *CURRENT SURVEY CONTROL
 BJ4633  ___________________________________________________________________
 BJ4633* NAD 83(1992)-  30 30 26.20179(N)    090 38 53.38759(W)     ADJUSTED  
 BJ4633* NAVD 88     -                                                        
 BJ4633  ___________________________________________________________________
 BJ4633  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ4633  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4633
 BJ4633  HORZ ORDER  -  THIRD
 BJ4633
 BJ4633.The horizontal coordinates were established by classical geodetic methods
 BJ4633.and adjusted by the National Geodetic Survey in January 1993..
 BJ4633
 BJ4633
 BJ4633.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4633
 BJ4633.The geoid height was determined by GEOID03.
 BJ4633
 BJ4633;                    North         East     Units Scale Factor Converg.
 BJ4633;SPC LA S     -   222,694.804 1,065,767.983   MT  0.99996468   +0 20 33.3
 BJ4633;SPC LA S     -   730,624.54  3,496,607.12   sFT  0.99996468   +0 20 33.3
 BJ4633;UTM  15      - 3,377,350.394   725,697.634   MT  1.00022845   +1 11 39.9
 BJ4633
 BJ4633                          SUPERSEDED SURVEY CONTROL
 BJ4633
 BJ4633  NAD 83(1986)-  30 30 26.21853(N)    090 38 53.38540(W) AD(       ) 4
 BJ4633  NAD 27      -  30 30 25.53469(N)    090 38 53.04988(W) AD(       ) 3
 BJ4633
 BJ4633.Superseded values are not recommended for survey control.
 BJ4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4633.See file dsdata.txt to determine how the superseded data were derived.
 BJ4633
 BJ4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2569877350(NAD 83)
 BJ4633_MARKER: 53 = ELEVATED TANK
 BJ4633
 BJ4633  HISTORY     - Date     Condition        Report By
 BJ4633  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4633
 BJ4633                          STATION DESCRIPTION
 BJ4633
 BJ4633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4633'HOLDEN, U.S. PLYWOOD WATER TANK IS LOCATED AT THE EAST SIDE OF THE
 BJ4633'COMPANY GROUNDS, ABOUT 1 MILE EAST OF HOLDEN AND ABOUT 0.25 MILE
 BJ4633'NORTH OF U.S. HIGHWAY 190.
 BJ4633'
 BJ4633'A STEEL TANK, SILVER IN COLOR, U.S. PLYWOOD HOLDEN, LA. PRINTED ON
 BJ4633'THE SIDE OF THE TANK, 125 FEET IN HEIGHT, SUPPORTED BY 4 TUBULAR
 BJ4633'STEEL LEGS.
 BJ4633'
 BJ4633'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0633 ***********************************************************************
 AV0633  DESIGNATION -  HOLE 1933
 AV0633  PID         -  AV0633
 AV0633  STATE/COUNTY-  LA/VERMILION
 AV0633  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0633
 AV0633                         *CURRENT SURVEY CONTROL
 AV0633  ___________________________________________________________________
 AV0633* NAD 83(1992)-  29 37 12.33478(N)    092 06 09.86150(W)     ADJUSTED  
 AV0633* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AV0633  **This station is located in a subsidence area (see below).
 AV0633  ___________________________________________________________________
 AV0633  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AV0633  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AV0633
 AV0633  HORZ ORDER  -  THIRD
 AV0633
 AV0633.The horizontal coordinates were established by classical geodetic methods
 AV0633.and adjusted by the National Geodetic Survey in January 1993..
 AV0633
 AV0633 ** The orthometric height has not been validated since last determined
 AV0633 ** by differential leveling and should not be used for control purposes.
 AV0633 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0633 ** area with valid NAVD 88 orthometric heights.
 AV0633 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0633 ** epoch indicated which incorporates improved geoid heights for the
 AV0633 ** Southern Louisiana Subsidence area.
 AV0633 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0633.The orthometric height was scaled from a topographic map.
 AV0633
 AV0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0633
 AV0633.The geoid height was determined by GEOID03.
 AV0633
 AV0633;                    North         East     Units Scale Factor Converg.
 AV0633;SPC LA S     -   124,406.987   925,486.207   MT  0.99994768   -0 23 05.0
 AV0633;SPC LA S     -   408,158.59  3,036,366.00   sFT  0.99994768   -0 23 05.0
 AV0633;UTM  15      - 3,277,025.988   586,868.263   MT  0.99969311   +0 26 36.6
 AV0633
 AV0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0633!SPC LA S     -   1.00000404  x   0.99994768  =   0.99995172
 AV0633!UTM  15      -   1.00000404  x   0.99969311  =   0.99969715
 AV0633
 AV0633:                Primary Azimuth Mark                     Grid Az
 AV0633:SPC LA S     -  MUDDY                                    079 02 14.0
 AV0633:UTM  15      -  MUDDY                                    078 12 32.4
 AV0633
 AV0633|---------------------------------------------------------------------|
 AV0633| PID    Reference Object                     Distance      Geod. Az  |
 AV0633|                                                           dddmmss.s |
 AV0633| AV0632 MUDDY                               APPROX. 7.2 KM 0783909.0 |
 AV0633|---------------------------------------------------------------------|
 AV0633
 AV0633                          SUPERSEDED SURVEY CONTROL
 AV0633
 AV0633  NAD 83(1986)-  29 37 12.35686(N)    092 06 09.85171(W) AD(       ) 3
 AV0633  NAD 27      -  29 37 11.58700(N)    092 06 09.38500(W) AD(       ) 3
 AV0633
 AV0633.Superseded values are not recommended for survey control.
 AV0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0633.See file dsdata.txt to determine how the superseded data were derived.
 AV0633
 AV0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8686877026(NAD 83)
 AV0633_MARKER: DS = TRIANGULATION STATION DISK
 AV0633_SETTING: 0 = UNSPECIFIED SETTING
 AV0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0633
 AV0633  HISTORY     - Date     Condition        Report By
 AV0633  HISTORY     - 1933     MONUMENTED       CGS
 AV0633  HISTORY     - 1948     GOOD             CGS
 AV0633  HISTORY     - 1951     GOOD             CGS
 AV0633  HISTORY     - 1955     GOOD             CGS
 AV0633  HISTORY     - 1966     GOOD             CGS
 AV0633
 AV0633                          STATION DESCRIPTION
 AV0633
 AV0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0633'STATION IS IN THE MARSH ON THE N SIDE OF THE POINT ON THE E
 AV0633'SIDE OF THE ENTRANCE INTO HELL HOLE FROM VERMILION BAY, 150
 AV0633'METERS (490 FEET) E OF HELL HOLE, AND 75 METERS (245 FEET) S
 AV0633'OF VERMILION BAY.
 AV0633'
 AV0633'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE
 AV0633'CENTER OF A 5-INCH IRON OIL PIPE THAT IS 5 FEET LONG, FILLED
 AV0633'WITH CONCRETE, AND EXTENDS 2 FEET ABOVE THE GROUND.
 AV0633'
 AV0633'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A SQUARE
 AV0633'BLOCK OR POST OF CONCRETE, IS IN THE MARSH AND 25.295 METERS
 AV0633'(82.99 FEET) SW OF THE STATION.
 AV0633'
 AV0633'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A SQUARE
 AV0633'BLOCK OR POST OF CONCRETE IN THE MARSH AND 21.120 METERS
 AV0633'(69.29 FEET) SE OF THE STATION.
 AV0633
 AV0633                          STATION RECOVERY (1948)
 AV0633
 AV0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0633'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0633'DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 AV0633'
 AV0633'STATION IS NOW 131 FEET S OF THE SHORELINE OF VERMILION BAY.
 AV0633'REFERENCE MARK 1 IS S OF STATION.  REFERENCE MARK 2 IS E OF
 AV0633'STATION.
 AV0633
 AV0633                          STATION RECOVERY (1951)
 AV0633
 AV0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AV0633'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0633'PREVIOUS DESCRIPTION ADEQUATE WITH FOLLOWING CORRECTION--
 AV0633'
 AV0633'STATION IS NOW 121.5 FEET (37.4 METERS) S OF SHORELINE OF
 AV0633'VERMILION BAY.
 AV0633
 AV0633                          STATION RECOVERY (1955)
 AV0633
 AV0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0633'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0633'PREVIOUS DESCRIPTIONS ADEQUATE WITH THE FOLLOWING CHANGE--
 AV0633'
 AV0633'STATION IS NOW 92 FEET S OF THE SHORELINE OF VERMILION BAY.
 AV0633
 AV0633                          STATION RECOVERY (1966)
 AV0633
 AV0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0633'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AV0633'STATION MARK PROJECTS 6 INCHES AND A METAL WITNESS POST WAS
 AV0633'SET AT THE MARK.  REFERENCE MARK 1 PROJECTS 3 INCHES AND A
 AV0633'METAL WITNESS POST WAS SET AT THIS MARK.  REFERENCE MARK 2 IS 20
 AV0633'FEET SOUTH OF THE SHORELINE AND PROJECTS 3 INCHES.  THE ORIGINAL
 AV0633'DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION MARK IS NOW
 AV0633'ONLY 14 FEET SOUTH OF THE SHORELINE OF MERMILION BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0573 ***********************************************************************
 BX0573  DESIGNATION -  HOLLOWAY
 BX0573  PID         -  BX0573
 BX0573  STATE/COUNTY-  LA/RAPIDES
 BX0573  USGS QUAD   -  HOLLOWAY (1994)
 BX0573
 BX0573                         *CURRENT SURVEY CONTROL
 BX0573  ___________________________________________________________________
 BX0573* NAD 83(1992)-  31 23 21.19848(N)    092 13 54.58811(W)     ADJUSTED  
 BX0573* NAVD 88     -        24.12   (+/-2cm)      79.1    (feet)  VERTCON   
 BX0573  ___________________________________________________________________
 BX0573  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BX0573  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX0573
 BX0573  HORZ ORDER  -  FIRST
 BX0573  VERT ORDER  -  THIRD (See Below)
 BX0573
 BX0573.The horizontal coordinates were established by classical geodetic methods
 BX0573.and adjusted by the National Geodetic Survey in January 1993..
 BX0573
 BX0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0573.The vertical order pertains to the NGVD 29 superseded value.
 BX0573
 BX0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0573
 BX0573.The geoid height was determined by GEOID03.
 BX0573
 BX0573;                    North         East     Units Scale Factor Converg.
 BX0573;SPC LA N     -    98,624.935 1,025,505.637   MT  0.99995699   +0 08 30.4
 BX0573;SPC LA N     -   323,571.97  3,364,513.08   sFT  0.99995699   +0 08 30.4
 BX0573;UTM  15      - 3,472,993.806   573,035.621   MT  0.99966579   +0 24 00.4
 BX0573
 BX0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0573!SPC LA N     -   1.00000036  x   0.99995699  =   0.99995735
 BX0573!UTM  15      -   1.00000036  x   0.99966579  =   0.99966615
 BX0573
 BX0573|---------------------------------------------------------------------|
 BX0573| PID    Reference Object                     Distance      Geod. Az  |
 BX0573|                                                           dddmmss.s |
 BX0573| BX0570 B 3759 RM 1                         231.439 METERS 04716     |
 BX0573| BX0569 B 3759                              199.121 METERS 05128     |
 BX0573| CY3830 HOLLOWAY AZ MK                                     0563910.5 |
 BX0573| BX0571 HOLLOWAY RM 1                        35.576 METERS 07230     |
 BX0573| BX0572 HOLLOWAY RM 2                        38.694 METERS 19022     |
 BX0573| BX2630 LIBUSE LOT                          APPROX. 9.4 KM 2491506.2 |
 BX0573|---------------------------------------------------------------------|
 BX0573
 BX0573                          SUPERSEDED SURVEY CONTROL
 BX0573
 BX0573  NAD 83(1986)-  31 23 21.21767(N)    092 13 54.58337(W) AD(       ) 1
 BX0573  NAD 27      -  31 23 20.56838(N)    092 13 54.11290(W) AD(       ) 1
 BX0573  NGVD 29 (??/??/??)   24.10   (m)           79.1    (f) RESET       3  
 BX0573
 BX0573.Superseded values are not recommended for survey control.
 BX0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0573.See file dsdata.txt to determine how the superseded data were derived.
 BX0573
 BX0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7303672994(NAD 83)
 BX0573_MARKER: DS = TRIANGULATION STATION DISK
 BX0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX0573_STAMPING: HOLLOWAY 1969
 BX0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0573
 BX0573  HISTORY     - Date     Condition        Report By
 BX0573  HISTORY     - 1969     MONUMENTED       CGS
 BX0573  HISTORY     - 1971     GOOD             NGS
 BX0573  HISTORY     - 1971     GOOD             NGS
 BX0573  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0573
 BX0573                          STATION DESCRIPTION
 BX0573
 BX0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX0573'(NO MEASUREMENT WAS MADE BETWEEN RMS DUE TO BUSHES AND
 BX0573'TREE ON LINE)
 BX0573'
 BX0573'THE STATION IS LOCATED 12-1/2 MILES NORTHEAST OF PINEVILLE,
 BX0573'4-1/2 MILES NORTHWEST OF DEVILLE AND 0.15 MILE SOUTHWEST OF THE
 BX0573'JUNCTION OF STATE HIGHWAYS 28 AND 1207, ON PROPERTY OF MR. ROBERT
 BX0573'JENKINS.
 BX0573'
 BX0573'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LIBUSE
 BX0573'(THIS IS 6-1/2 MILES NORTHEAST ALONG STATE HIGHWAY 28
 BX0573'FROM PINEVILLE), GO NORTHEAST ON STATE HIGHWAY 28 FOR 6.5
 BX0573'MILES TO STATION ON THE RIGHT, SOUTH SIDE OF ROAD.  THIS IS
 BX0573'0.15 MILE BEFORE THE JUNCTION OF STATE HIGHWAYS 28
 BX0573'AND 1207.  TO REACH THE AZIMUTH MARK CONTINUE AHEAD 0.3 MILE
 BX0573'TO THE AZIMUTH MARK ON THE LEFT, NORTH, SIDE OF THE ROAD.
 BX0573'
 BX0573'THE STATION IS A STANDARD DISK STAMPED, HOLLOWAY 1969, SET
 BX0573'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX0573'IS FLUSH.  IT IS 117 FEET SOUTH OF UTILITY POLE NUMBER 230,
 BX0573'102.5 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 28 AND
 BX0573'2.8 FEET NORTHWEST OF A METAL WITNESS POST WITH A
 BX0573'SIGN ATTACHED.
 BX0573'
 BX0573'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, HOLLOWAY NO 1
 BX0573'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BX0573'THAT IS FLUSH.  IT IS 116 FEET NORTHEAST OF A METAL WITNESS
 BX0573'POST WITH A SIGN ATTACHED AND 93 FEET SOUTHEAST OF UTILITY
 BX0573'POLE NUMBER 230.
 BX0573'
 BX0573'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, HOLLOWAY NO 2
 BX0573'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BX0573'THAT IS FLUSH.  IT IS 125 FEET SOUTH OF A METAL WITNESS POST
 BX0573'WITH A SIGN ATTACHED.
 BX0573'
 BX0573'AZIMUTH MARK IS A STANDARD DISK STAMPED, HOLLOWAY 1969, SET
 BX0573'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX0573'IS FLUSH.  IT IS 60 FEET NORTHWEST OF THE CENTER OF STATE
 BX0573'HIGHWAY 28, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 BX0573'A SIGN ATTACHED, AND 1 FOOT SOUTH EAST OF A FENCE.
 BX0573'
 BX0573'A GEODIMETER DISTANCE WAS MAKE TO B 3759 (LGS) 1941.
 BX0573'
 BX0573'HEIGHT OF LIGHT ABOVE STATION MARK 38.55 METERS.
 BX0573
 BX0573                          STATION RECOVERY (1971)
 BX0573
 BX0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (AKH)
 BX0573'THE STATION WAS VISITED 5-11-71 AND THE STATION, AZIMUTH MARK, AND
 BX0573'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION.
 BX0573'B 3759 (LGS) WAS DESTROYED AT THIS DATE DUE TO ROAD CONSTRUCTION.
 BX0573'TO SUPPLEMENT THIS LOSS B 3759 R.M. NO. 1 (LGS) WAS TRAVERESED TO AT
 BX0573'THIS DATE.  A TRAILER PARK IS NOW AT THE LOCATION OF THE STATION
 BX0573'AND REFERENCE MARK NO. 2 COULD NOT BE MEASURED OR AN ANGLE
 BX0573'OBSERVED.  THE DISTANCE TO R.M. NO. 1 CHECKED.  THE DISTANCE BETWEEN
 BX0573'THE REFERENCE MARKS WAS MEASURED AT THIS DATE.  A NEW DESCRIPTION
 BX0573'FOLLOWS--
 BX0573'
 BX0573'THE STATION IS LOCATED ABOUT 12.5 MILES NORTHEAST OF PINEVILLE,
 BX0573'6.5 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM LIBUSE, ON PROPERTY
 BX0573'OWNED BY MR. ROBERT JENKINS, ABOUT 80 YARDS WEST OF A NEW BRICK
 BX0573'STORE, AND 0.15 MILE WEST OF A CROSSROAD.  IT IS 103 FEET SOUTH OF
 BX0573'THE CENTERLINE OF STATE HIGHWAY 28, 240.5 FEET WEST-NORTHWEST OF
 BX0573'THE NORTHWEST CORNER OF THE BRICK STORE, 87 FEET EAST OF THE
 BX0573'CENTERLINE OF THE DRIVEWAY TO THE TRAILER PARK, 75 FEET SOUTHEAST
 BX0573'OF AN 18-INCH OAK TREE, 56 FEET SOUTH OF A 3-FOOT OAK TREE, 163
 BX0573'FEET NORTHWEST OF A YARD LIGHT POLE, 4 FEET NORTHWEST OF A METAL
 BX0573'WITNESS POST.  IT IS A TRIANGULATION STATION DISK, STAMPED
 BX0573'HOLLOWAY 1969, FLUSH WITH THE GROUND.
 BX0573'
 BX0573'REFERENCE MARK NO. 1 IS 116.72 FEET EAST-NORTHEAST OF THE STATION.
 BX0573'IT IS 123 FEET WNW OF THE NW CORNER OF THE BRICK STORE, 25 FEET
 BX0573'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE STORE (NOT THE
 BX0573'PORCH), 47 FEET WNW OF A YARD LIGHT, 121 FEET SOUTH OF THE CENTER OF
 BX0573'STATE HIGHWAY 28.  IT IS A REFERENCE MARK DISK STAMPED HOLLOWAY
 BX0573'NO 1 1969, FLUSH WITH THE GROUND.
 BX0573'
 BX0573'REFERENCE MARK NO. 2 IS 126.94 FEET SSW OF THE STATION.  IT IS 210
 BX0573'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 28, 66 FEET EAST OF A
 BX0573'TRAILER PARK DRIVEWAY, 6 FEET NORTH OF A POWER POLE, 52 FEET EAST
 BX0573'OF THE 4-FOOT OAK TREE.  IT IS A REFERENCE MARK DISK STAMPED
 BX0573'HOLLOWAY NO 2 1969, FLUSH WITH THE GROUND.
 BX0573'
 BX0573'B 3759 (LGS) NO 1 IS 231.433 METERS NORTHEAST OF THE STATION, 124
 BX0573'FEET NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 AND STATE HIGHWAY
 BX0573'1207, 94 FEET NORTHEAST OF A 20-INCH FORKED OAK TREE, 38.5 FEET
 BX0573'WEST OF THE CENTERLINE OF STATE HIGHWAY 1207, 1.5 FEET WEST OF A
 BX0573'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED B 3759
 BX0573'NO 1 1941, PROJECTING 8 INCHES.
 BX0573'
 BX0573'THE AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION AT THE INSIDE
 BX0573'OF A LON CURVE IN THE HIGHWAY, 60 FEET NORTHWEST OF THE CENTER OF
 BX0573'STATE HIGHWAY 28, 2 FEET SOUTHWEST OF A METAL WITNESS POST, AND 1
 BX0573'FOOT SOUTHEAST OF A FENCE LINE.  IT IS AN AZIMUTH MARK DISK STAMPED
 BX0573'HOLLOWAY 1969, FLUSH WITH THE GROUND.
 BX0573'
 BX0573'TO REACH THE STATION FROM THE POST OFFICE IN LIBUSE GO EAST ON STATE
 BX0573'HIGHWAY 28 FOR 6.5 MILES TO THE STATION ON THE RIGHT.
 BX0573'
 BX0573'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE HIGHWAY
 BX0573'28 FOR 0.15 MILE TO A CROSSROAD, CONTINUE EAST FOR 0.15 MILE TO THE
 BX0573'MARK ON THE LEFT.
 BX0573'
 BX0573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.5 MILES NE OF
 BX0573'PINEVILLE.
 BX0573
 BX0573                          STATION RECOVERY (1971)
 BX0573
 BX0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BX0573'6.5 MI NE FROM LIBUSE.
 BX0573'LOCATED 6.5 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0573'OFFICE IN LIBUSE, 0.15 MILE WEST OF THE INTERSECTION OF STATE HIGHWAYS
 BX0573'28 AND 1207, 240.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 BX0573'BRICK STORE, 103 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 28, 87 FEET
 BX0573'EAST OF THE CENTER OF THE DRIVEWAY TO A TRAILER PARK, 75 FEET
 BX0573'SOUTHEAST OF AN 18-INCH OAK TREE, 56 FEET SOUTH OF A 3-FOOT OAK TREE,
 BX0573'163 FEET NORTHWEST OF A YARD LIGHT POLE, 4 FEET NORTHWEST OF A METAL
 BX0573'WITNESS POST.
 BX0573
 BX0573                          STATION RECOVERY (1999)
 BX0573
 BX0573'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0571 ***********************************************************************
 BX0571  DESIGNATION -  HOLLOWAY RM 1
 BX0571  PID         -  BX0571
 BX0571  STATE/COUNTY-  LA/RAPIDES
 BX0571  USGS QUAD   -  HOLLOWAY (1994)
 BX0571
 BX0571                         *CURRENT SURVEY CONTROL
 BX0571  ___________________________________________________________________
 BX0571* NAD 83(1986)-  31 23 22.     (N)    092 13 53.     (W)     SCALED    
 BX0571* NAVD 88     -        24.11   (+/-2cm)      79.1    (feet)  VERTCON   
 BX0571  ___________________________________________________________________
 BX0571  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX0571
 BX0571  VERT ORDER  -  THIRD (See Below)
 BX0571
 BX0571.The horizontal coordinates were scaled from a topographic map and have
 BX0571.an estimated accuracy of +/- 6 seconds.
 BX0571
 BX0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0571.The vertical order pertains to the NGVD 29 superseded value.
 BX0571
 BX0571.The geoid height was determined by GEOID03.
 BX0571
 BX0571;                    North         East    Units  Estimated Accuracy
 BX0571;SPC LA N     -    98,650.    1,025,550.      MT  (+/- 180 meters Scaled)
 BX0571
 BX0571                          SUPERSEDED SURVEY CONTROL
 BX0571
 BX0571  NGVD 29 (??/??/??)   24.09   (m)           79.0    (f) RESET       3  
 BX0571
 BX0571.Superseded values are not recommended for survey control.
 BX0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0571.See file dsdata.txt to determine how the superseded data were derived.
 BX0571
 BX0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ730730(NAD 83)
 BX0571_MARKER: DR = REFERENCE MARK DISK
 BX0571_SETTING: 0 = UNSPECIFIED SETTING
 BX0571_STAMPING: HOLLOWAY NO 1 1969
 BX0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0571
 BX0571  HISTORY     - Date     Condition        Report By
 BX0571  HISTORY     - 1969     MONUMENTED       CGS
 BX0571  HISTORY     - 1971     GOOD             NGS
 BX0571  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0571
 BX0571                          STATION DESCRIPTION
 BX0571
 BX0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0571'6.5 MI NE FROM LIBUSE.
 BX0571'LOCATED 6.5 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0571'OFFICE IN LIBUSE, 116.7 FEET ENE OF TRIANGULATION STATION HOLLOWAY
 BX0571'1969, 123 FEET WNW OF THE NW CORNER OF A BRICK STORE, 25 FEET NORTH OF
 BX0571'THE PROJECTED NORTH WALL OF THE STORE, 47 FEET WNW OF A YARD LIGHT,
 BX0571'AND 121 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  IT IS FLUSH WITH THE
 BX0571'GROUND.
 BX0571
 BX0571                          STATION RECOVERY (1999)
 BX0571
 BX0571'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0572 ***********************************************************************
 BX0572  DESIGNATION -  HOLLOWAY RM 2
 BX0572  PID         -  BX0572
 BX0572  STATE/COUNTY-  LA/RAPIDES
 BX0572  USGS QUAD   -  HOLLOWAY (1994)
 BX0572
 BX0572                         *CURRENT SURVEY CONTROL
 BX0572  ___________________________________________________________________
 BX0572* NAD 83(1986)-  31 23 19.     (N)    092 13 54.     (W)     SCALED    
 BX0572* NAVD 88     -        23.07   (+/-2cm)      75.7    (feet)  VERTCON   
 BX0572  ___________________________________________________________________
 BX0572  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX0572
 BX0572  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX0572
 BX0572.The horizontal coordinates were scaled from a topographic map and have
 BX0572.an estimated accuracy of +/- 6 seconds.
 BX0572
 BX0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0572.The vertical order pertains to the NGVD 29 superseded value.
 BX0572
 BX0572.The geoid height was determined by GEOID03.
 BX0572
 BX0572;                    North         East    Units  Estimated Accuracy
 BX0572;SPC LA N     -    98,560.    1,025,520.      MT  (+/- 180 meters Scaled)
 BX0572
 BX0572                          SUPERSEDED SURVEY CONTROL
 BX0572
 BX0572  NGVD 29 (12/01/98)   23.053  (m)           75.63   (f) ADJUSTED    2 1
 BX0572
 BX0572.Superseded values are not recommended for survey control.
 BX0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0572.See file dsdata.txt to determine how the superseded data were derived.
 BX0572
 BX0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ730729(NAD 83)
 BX0572_MARKER: DR = REFERENCE MARK DISK
 BX0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0572_STAMPING: HOLLOWAY NO 2 1969
 BX0572_MARK LOGO: CGS   
 BX0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0572+STABILITY: SURFACE MOTION
 BX0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0572+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 BX0572
 BX0572  HISTORY     - Date     Condition        Report By
 BX0572  HISTORY     - 1969     MONUMENTED       CGS
 BX0572  HISTORY     - 1971     GOOD             NGS
 BX0572  HISTORY     - 19930817 GOOD             LADTD
 BX0572  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0572
 BX0572                          STATION DESCRIPTION
 BX0572
 BX0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0572'6.5 MI NE FROM LIBUSE.
 BX0572'LOCATED 6.5 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0572'OFFICE IN LIBUSE, 126.94 FEET SSW OF TRIANGULATION STATION HOLLOWAY
 BX0572'1969, 210 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 66 EAST OF THE
 BX0572'CENTER OF THE DRIVEWAY TO THE TRAILER PARK 6 FEET NORTH OF A POWER
 BX0572'POLE, AND 52 FEET EAST OF A 4-FOOT OAK TREE.  IT IS FLUSH WITH THE
 BX0572'GROUND.
 BX0572
 BX0572                          STATION RECOVERY (1993)
 BX0572
 BX0572'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0572'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF HOLLOWAY ABOUT 0.1 MI
 BX0572'(0.2 KM) WEST OF THE JUNCTION OF STATE HIGHWAYS 28 AND 1207.
 BX0572'OWNERSHIP--UNKNOWN TO REACH THE STATION FROM THE POST OFFICE IN
 BX0572'LIBUSE, GO EAST FOR 6.5 MI (10.5 KM) ON HIGHWAY 28 TO THE STATION SET
 BX0572'ON THE RIGHT AT A MOBILE HOME PARK.  THE STATION IS 210.0 FT (64.0 M)
 BX0572'SOUTH FROM THE CENTER OF THE HIGHWAY, 126.9 FT (38.7 M)
 BX0572'SOUTH-SOUTHWEST FROM STATION HOLLOWAY, 66.0 FT (20.1 M) EAST FROM THE
 BX0572'CENTER OF A DRIVEWAY, 54.0 FT (16.5 M) SOUTHEAST FROM A 30 INCH
 BX0572'SWEETGUM TREE, 15.0 FT (4.6 M) NORTH-NORTHEAST FROM THE CENTER OF A
 BX0572'CEMENT SEPTIC TANK LID, 6.5 FT (2.0 M) NORTH-NORTHEAST FROM A POWER
 BX0572'POLE NUMBERED 08376-26272 WITH A SECURITY LIGHT ATTACHED, FLUSH WITH
 BX0572'THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 BX0572
 BX0572                          STATION RECOVERY (1999)
 BX0572
 BX0572'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3188 ***********************************************************************
 BX3188  CBN         -  This is a Cooperative Base Network Control Station.
 BX3188  DESIGNATION -  HOLLOWAY RM 3
 BX3188  PID         -  BX3188
 BX3188  STATE/COUNTY-  LA/RAPIDES
 BX3188  USGS QUAD   -  HOLLOWAY (1994)
 BX3188
 BX3188                         *CURRENT SURVEY CONTROL
 BX3188  ___________________________________________________________________
 BX3188* NAD 83(1992)-  31 23 22.15998(N)    092 13 53.46171(W)     ADJUSTED  
 BX3188* NAVD 88     -        24.3    (meters)      80.     (feet)  GPS OBS   
 BX3188  ___________________________________________________________________
 BX3188  X           -    -212,194.543 (meters)                     COMP
 BX3188  Y           -  -5,445,489.765 (meters)                     COMP
 BX3188  Z           -   3,302,832.243 (meters)                     COMP
 BX3188  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BX3188  ELLIP HEIGHT-          -2.06  (meters)          (02/12/02) GPS OBS
 BX3188  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX3188
 BX3188  HORZ ORDER  -  B
 BX3188  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX3188  ELLP ORDER  -  FOURTH    CLASS II
 BX3188
 BX3188.The horizontal coordinates were established by GPS observations
 BX3188.and adjusted by the National Geodetic Survey in September 1992..
 BX3188
 BX3188.The orthometric height was determined by GPS observations and a
 BX3188.high-resolution geoid model.
 BX3188.The vertical order pertains to the NGVD 29 superseded value.
 BX3188
 BX3188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3188
 BX3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3188
 BX3188.The ellipsoidal height was determined by GPS observations
 BX3188.and is referenced to NAD 83.
 BX3188
 BX3188.The geoid height was determined by GEOID03.
 BX3188
 BX3188;                    North         East     Units Scale Factor Converg.
 BX3188;SPC LA N     -    98,654.620 1,025,535.322   MT  0.99995695   +0 08 31.0
 BX3188;SPC LA N     -   323,669.37  3,364,610.47   sFT  0.99995695   +0 08 31.0
 BX3188;UTM  15      - 3,473,023.616   573,065.164   MT  0.99966584   +0 24 01.0
 BX3188
 BX3188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3188!SPC LA N     -   1.00000032  x   0.99995695  =   0.99995727
 BX3188!UTM  15      -   1.00000032  x   0.99966584  =   0.99966616
 BX3188
 BX3188                          SUPERSEDED SURVEY CONTROL
 BX3188
 BX3188  NAD 83(1992)-  31 23 22.17859(N)    092 13 53.45424(W) AD(       ) 1
 BX3188  ELLIP H (09/10/92)   -1.99   (m)                       GP(       ) 4 1
 BX3188  NGVD 29 (12/01/98)   24.285  (m)           79.67   (f) ADJUSTED    2 1
 BX3188
 BX3188.Superseded values are not recommended for survey control.
 BX3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3188.See file dsdata.txt to determine how the superseded data were derived.
 BX3188
 BX3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7306573024(NAD 83)
 BX3188_MARKER: DR = REFERENCE MARK DISK
 BX3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3188_SP_SET: CONCRETE POST
 BX3188_STAMPING: HOLLOWAY 1969 NO 3 1992
 BX3188_MARK LOGO: NGS   
 BX3188_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3188+STABILITY: SURFACE MOTION
 BX3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3188+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1994
 BX3188
 BX3188  HISTORY     - Date     Condition        Report By
 BX3188  HISTORY     - 1992     MONUMENTED       LADTD
 BX3188  HISTORY     - 19930215 GOOD             NOS
 BX3188  HISTORY     - 19930817 GOOD             LADTD
 BX3188  HISTORY     - 19940119 GOOD             NGS
 BX3188  HISTORY     - 19990424 GOOD             USPSQD
 BX3188
 BX3188                          STATION DESCRIPTION
 BX3188
 BX3188'DESCRIBED BY LA TRANSP AND DEV 1992
 BX3188'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHEAST OF PINEVILLE,
 BX3188'6.5 MI (10.5 KM) NORTHEAST OF THE POST OFFICE IN LIBUSE, IN THE SMALL
 BX3188'VILLAGE OF HOLLOWAY.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3188'TRANSPORTATION AND DEVELOPMENT.
 BX3188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 1207
 BX3188'IN HOLLOWAY, GO WEST FOR 0.1 MI (0.2 KM) ON HIGHWAY 28 TO THE STATION
 BX3188'SET ON THE LEFT.
 BX3188'THE STATION IS 138.0 FT (42.1 M) NORTHEAST FROM STATION HOLLOWAY, 59.0
 BX3188'FT (18.0 M) SOUTH-SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 39.0 FT
 BX3188'(11.9 M) WEST FROM A TELEPHONE JUNCTION BOX P6-1, 21.5 FT (6.6 M)
 BX3188'SOUTH-SOUTHWEST FROM THE CENTER OF A METAL GRATE FOR DRAIN, 2.5 FT
 BX3188'(0.8 M) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST, RECESSED
 BX3188'1-INCH BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3188
 BX3188                          STATION RECOVERY (1993)
 BX3188
 BX3188'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 BX3188'RECOVERED AS DESCRIBED.
 BX3188
 BX3188                          STATION RECOVERY (1993)
 BX3188
 BX3188'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX3188'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF HOLLOWAY ABOUT 0.1 MI
 BX3188'(0.2 KM) WEST OF THE JUNCTION OF STATE HIGHWAYS 28 AND 1207.
 BX3188'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BX3188'REACH THE STATION FROM THE POST OFFICE IN LIBUSE, GO EAST FOR 6.5 MI
 BX3188'(10.5 KM) ON HIGHWAY 28 TO THE STATION SET ON THE RIGHT AT A MOBILE
 BX3188'HOME PARK.  THE STATION IS 138.0 FT (42.1 M) NORTHEAST FROM STATION
 BX3188'HOLLOWAY, 59.0 FT (18.0 M) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 BX3188'HIGHWAY, 39.0 FT (11.9 M) WEST FROM TELEPHONE JUNCTION BOX P6-1, 21.5
 BX3188'FT (6.6 M) SOUTH-SOUTHWEST FROM THE CENTER OF A METAL DRAIN, 2.5 FT
 BX3188'(0.8 M) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST, RECESSED
 BX3188'1-INCH BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 BX3188
 BX3188                          STATION RECOVERY (1994)
 BX3188
 BX3188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 BX3188'RECOVERED AS DESCRIBED.
 BX3188
 BX3188                          STATION RECOVERY (1999)
 BX3188
 BX3188'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX3188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2628 ***********************************************************************
 CQ2628  DESIGNATION -  HOLLY
 CQ2628  PID         -  CQ2628
 CQ2628  STATE/COUNTY-  LA/DE SOTO
 CQ2628  USGS QUAD   -  HOLLY (1980)
 CQ2628
 CQ2628                         *CURRENT SURVEY CONTROL
 CQ2628  ___________________________________________________________________
 CQ2628* NAD 83(1986)-  32 09 17.     (N)    093 42 25.     (W)     SCALED    
 CQ2628* NAVD 88     -        90.775  (meters)     297.82   (feet)  ADJUSTED  
 CQ2628  ___________________________________________________________________
 CQ2628  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2628  DYNAMIC HT  -          90.670 (meters)     297.47  (feet)  COMP
 CQ2628  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CQ2628
 CQ2628  VERT ORDER  -  SECOND    CLASS II
 CQ2628
 CQ2628.The horizontal coordinates were scaled from a topographic map and have
 CQ2628.an estimated accuracy of +/- 6 seconds.
 CQ2628
 CQ2628.The orthometric height was determined by differential leveling
 CQ2628.and adjusted by the National Geodetic Survey in February 1994..
 CQ2628
 CQ2628.The geoid height was determined by GEOID03.
 CQ2628
 CQ2628.The dynamic height is computed by dividing the NAVD 88
 CQ2628.geopotential number by the normal gravity value computed on the
 CQ2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2628.degrees latitude (g = 980.6199 gals.).
 CQ2628
 CQ2628.The modeled gravity was interpolated from observed gravity values.
 CQ2628
 CQ2628;                    North         East    Units  Estimated Accuracy
 CQ2628;SPC LA N     -   184,100.      886,160.      MT  (+/- 180 meters Scaled)
 CQ2628
 CQ2628                          SUPERSEDED SURVEY CONTROL
 CQ2628
 CQ2628.No superseded survey control is available for this station.
 CQ2628
 CQ2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR333578(NAD 83)
 CQ2628_MARKER: DS = TRIANGULATION STATION DISK
 CQ2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2628_SP_SET: CONCRETE POST
 CQ2628_STAMPING: HOLLY 1969
 CQ2628_MARK LOGO: CGS   
 CQ2628_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2628+STABILITY: SURFACE MOTION
 CQ2628
 CQ2628  HISTORY     - Date     Condition        Report By
 CQ2628  HISTORY     - 1969     MONUMENTED       CGS
 CQ2628  HISTORY     - 1981     GOOD             LADTD
 CQ2628
 CQ2628                          STATION DESCRIPTION
 CQ2628
 CQ2628'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2628'10.8 KM (6.7 MI) SOUTH FROM FRIERSON.
 CQ2628'ABOUT 10.8 KM (6.7 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2628'OFFICE IN FRIERSON TO A HIGH CUT BANK AND THE MARK ON THE LEFT AT THE
 CQ2628'TOP OF THE CUT BANK, 35.8 METERS (117.5 FT) NORTH OF THE CENTER OF
 CQ2628'STATE HIGHWAY 175 (MEASURED DOWN THE CUT BANK) 5.2 METERS (17 FT)
 CQ2628'NORTH OF THE TOP EDGE OF THE CUT BANK.
 CQ2628'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 CQ2628'THE MARK IS 9.1 M ABOVE STATE HIGHWAY 175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1738 ***********************************************************************
 CP1738  DESIGNATION -  HOLLY
 CP1738  PID         -  CP1738
 CP1738  STATE/COUNTY-  LA/RICHLAND
 CP1738  USGS QUAD   -  DUNN (1987)
 CP1738
 CP1738                         *CURRENT SURVEY CONTROL
 CP1738  ___________________________________________________________________
 CP1738* NAD 83(1992)-  32 28 07.17470(N)    091 37 24.70680(W)     ADJUSTED  
 CP1738* NAVD 88     -        26.992  (meters)      88.56   (feet)  ADJUSTED  
 CP1738  ___________________________________________________________________
 CP1738  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CP1738  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP1738  DYNAMIC HT  -          26.962 (meters)      88.46  (feet)  COMP
 CP1738  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CP1738
 CP1738  HORZ ORDER  -  FIRST
 CP1738  VERT ORDER  -  FIRST     CLASS I
 CP1738
 CP1738.The horizontal coordinates were established by classical geodetic methods
 CP1738.and adjusted by the National Geodetic Survey in May 1994..
 CP1738
 CP1738.The orthometric height was determined by differential leveling
 CP1738.and adjusted by the National Geodetic Survey in June 1991..
 CP1738
 CP1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1738
 CP1738.The geoid height was determined by GEOID03.
 CP1738
 CP1738.The dynamic height is computed by dividing the NAVD 88
 CP1738.geopotential number by the normal gravity value computed on the
 CP1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1738.degrees latitude (g = 980.6199 gals.).
 CP1738
 CP1738.The modeled gravity was interpolated from observed gravity values.
 CP1738
 CP1738;                    North         East     Units Scale Factor Converg.
 CP1738;SPC LA N     -   218,612.212 1,082,392.271   MT  0.99996084   +0 27 48.2
 CP1738;SPC LA N     -   717,230.23  3,551,148.64   sFT  0.99996084   +0 27 48.2
 CP1738;UTM  15      - 3,593,219.244   629,354.618   MT  0.99980634   +0 44 20.6
 CP1738
 CP1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1738!SPC LA N     -   0.99999987  x   0.99996084  =   0.99996071
 CP1738!UTM  15      -   0.99999987  x   0.99980634  =   0.99980621
 CP1738
 CP1738:                Primary Azimuth Mark                     Grid Az
 CP1738:SPC LA N     -  DELHI                                    092 27 54.4
 CP1738:UTM  15      -  DELHI                                    092 11 22.0
 CP1738
 CP1738|---------------------------------------------------------------------|
 CP1738| PID    Reference Object                     Distance      Geod. Az  |
 CP1738|                                                           dddmmss.s |
 CP1738| CP1404 DELHI                               APPROX.12.4 KM 0925542.6 |
 CP1738| CY3831 HOLLY RM 1                           47.610 METERS 09528     |
 CP1738| CP2961 DELHI MUNICIPAL TANK                APPROX.12.4 KM 0962418.1 |
 CP1738| CP1739 HOLLY RM 2                                         18552     |
 CP1738| CP2969 HOLLY STAKE 2 1931                   72.242 METERS 19915     |
 CP1738| CP1735 J 23 4 CAP                           71.802 METERS 20232     |
 CP1738| CP1736 HOLLY RM 3                           34.945 METERS 24454     |
 CP1738| CP3039 RAYVILLE COMPRESS CO STACK          APPROX.12.3 KM 2741938.5 |
 CP1738| CP3042 RAYVILLE MUNICIPAL TANK             APPROX.12.5 KM 2751247.5 |
 CP1738| CP1737 HOLLY RM 4                           24.067 METERS 30625     |
 CP1738|---------------------------------------------------------------------|
 CP1738
 CP1738                          SUPERSEDED SURVEY CONTROL
 CP1738
 CP1738  NAD 83(1992)-  32 28 07.17592(N)    091 37 24.70663(W) AD(       ) 1
 CP1738  NAD 83(1986)-  32 28 07.18674(N)    091 37 24.69998(W) AD(       ) 1
 CP1738  NAD 27      -  32 28 06.67700(N)    091 37 24.26200(W) AD(       ) 1
 CP1738  NGVD 29 (??/??/??)   27.016  (m)           88.64   (f) ADJUSTED    1 1
 CP1738
 CP1738.Superseded values are not recommended for survey control.
 CP1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1738.See file dsdata.txt to determine how the superseded data were derived.
 CP1738
 CP1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2935593219(NAD 83)
 CP1738_MARKER: DS = TRIANGULATION STATION DISK
 CP1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1738_STAMPING: HOLLY 1931
 CP1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1738+STABILITY: SURFACE MOTION
 CP1738
 CP1738  HISTORY     - Date     Condition        Report By
 CP1738  HISTORY     - 1931     MONUMENTED       CGS
 CP1738  HISTORY     - 1966     GOOD             CGS
 CP1738  HISTORY     - 1966     GOOD             NGS
 CP1738  HISTORY     - 1968     GOOD             CGS
 CP1738  HISTORY     - 1968     GOOD             CGS
 CP1738  HISTORY     - 1968     GOOD             NGS
 CP1738  HISTORY     - 1970     GOOD             NGS
 CP1738  HISTORY     - 1977     GOOD             LADTD
 CP1738  HISTORY     - 1977     GOOD             LADH
 CP1738
 CP1738                          STATION DESCRIPTION
 CP1738
 CP1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CP1738'STATION IS ABOUT 7-1/2 MILES W OF DELHI, AT HOLLY RIDGE, ON
 CP1738'PROPERTY OF CHESS AND WYMAN COMPANY.  REACHED FROM DELHI BY
 CP1738'U.S. HIGHWAY 80.  STATION IS ABOUT 120 METERS (394 FEET) N OF
 CP1738'HIGHWAY 80, 120 METERS (394 FEET) W OF COCHRAN AND FRANKLIN
 CP1738'LUMBER MILL, IN A SMALL GRASS PLOT S OF THE STORAGE YARD, 58.3
 CP1738'METERS (191 FEET) N BY E OF NE CORNER OF COCHRANS HOUSE, 36.4
 CP1738'METERS (119 FEET) E OF NE CORNER OF N TENANT HOUSE, 20.0 METERS
 CP1738'(66 FEET) W OF WOVEN-WIRE FENCE, AND 5.6 METERS (18 FEET) S
 CP1738'OF ANOTHER WOVEN-WIRE FENCE.
 CP1738'
 CP1738'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP1738'DISKS SET IN CONCRETE.
 CP1738'
 CP1738'UPPER MARK IS FLUSH WITH GROUND.
 CP1738'
 CP1738'REFERENCE MARK NO. 1 IS 28 METERS (92 FEET) E OF FENCE, 6 METERS
 CP1738'(20 FEET) S OF PLANK ROAD TO STOCK PILE, AND 47.61 METERS
 CP1738'(156.2 FEET) FROM STATION IN AZIMUTH 275 DEG 28 MIN.
 CP1738'
 CP1738'REFERENCE MARK NO. 2 IS ABOUT 11 METERS (36 FEET) NW OF NW
 CP1738'CORNER OF COCHRAN AND FRANKLIN STORE, IN N-S FENCE LINE, AND
 CP1738'110 METERS (361 FEET) FROM STATION IN AZIMUTH 5 DEG 52 MIN 18 SEC.
 CP1738'
 CP1738'B.M. J-23-9 (U.S.E.), MARKED BY 3 1/2-INCH PIPE WITH A BRASS
 CP1738'CAP STAMPED U.S. ENGINEER DEPT., IS IN THE YARD OF THE YAZOO
 CP1738'AND MISSISSIPPI VALLEY RAILROAD SECTION FOREMANS HOUSE, 200 FEET
 CP1738'SW OF SW CORNER OF RAILROAD STATION, 54 FEET SE OF R.R. CROSSING
 CP1738'SIGN S OF TRACK, 20.5 FEET NW OF CORNER OF SECTION HOUSE, IN
 CP1738'AZIMUTH 28 DEG 57 MIN 48 SEC FROM STATION.
 CP1738
 CP1738                          STATION RECOVERY (1966)
 CP1738
 CP1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 CP1738'THE STATION MARK, STAMPED HOLLY 1931, IS ABOUT 7.7 MILES WEST
 CP1738'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT DELHI,
 CP1738'IN SECTION 11, T 17 N, R 8 E, AT THE SMALL COMMUNITY OF HOLLY
 CP1738'RIDGE, ON PROPERTY BELONGING TO FRANKLIN AND SON, INC., IN AN
 CP1738'AREA WITH LUMBER STACKS, 502 FEET NORTH OF THE CENTER LINE OF
 CP1738'U.S. HIGHWAY 80, 118 FEET EAST OF THE NORTHEAST CORNER OF THE
 CP1738'MOST NORTHERLY ONE OF A ROW OF TENANT HOUSES, 59 FEET SOUTH OF
 CP1738'THE SOUTHEAST CORNER OF A WELL PUMPHOUSE, 2-1/2 FEET WEST OF
 CP1738'THE WEST EDGE OF A METAL DIPPING VAT, 0.9 FOOT EAST OF A
 CP1738'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CP1738'FLUSH WITH THE GROUND.
 CP1738'
 CP1738'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 CP1738'
 CP1738'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 CP1738'
 CP1738'R.M. 3, STAMPED HOLLY 1931 NO 3 1966, IS 114.7 FEET SOUTHWEST OF
 CP1738'THE STATION MARK, 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CP1738'THE SECOND HOUSE SOUTH OF THE NORTH END OF A ROW OF TENANT
 CP1738'HOUSES, 20 FEET WEST OF A FENCE, 2 FEET SOUTH OF A POWER POLE,
 CP1738'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CP1738'
 CP1738'R.M. 4, STAMPED HOLLY 1931 NO 4 1966, IS 79.0 FEET NORTHWEST OF
 CP1738'TRIANGULATION STATION HOLLY 1931, 56 FEET SOUTHWEST OF THE
 CP1738'SOUTHWEST CORNER OF A WELL PUMPHOUSE, 47 FEET NORTHEAST OF THE
 CP1738'NORTHEAST CORNER OF THE MOST NORTHERLY OF A ROW OF TENANT HOUSES,
 CP1738'2 FEET SOUTHWEST OF A FENCE CORNER, 1.6 FEET SOUTH OF A METAL
 CP1738'WITNESS POST, IN A CONCRETE POST PROJECTING 3 INCHES.
 CP1738
 CP1738                          STATION RECOVERY (1966)
 CP1738
 CP1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CP1738'7.7 MI W FROM DELHI.
 CP1738'7.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1738'DELHI, IN SECTION 11, T 17 N, R 8 E, AT THE SMALL COMMUNITY OF HOLLY
 CP1738'RIDGE, ON PROPERTY BELONGING TO FRANKLIN AND SON, INC., IN AN AREA
 CP1738'WITH LUMBER STACKS, 502 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 CP1738'80, 118 FEET EAST OF THE NORTHEAST CORNER OF THE MOST NORTHERLY ONE OF
 CP1738'A ROW OF TENANT HOUSES, 59 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 CP1738'WELL PUMPHOUSE, 2 1/2 FEET WEST OF THE WEST EDGE OF A METAL DIPPING
 CP1738'VAT, 0.9 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 CP1738'CONCRETE POST FLUSH WITH THE GROUND.
 CP1738
 CP1738                          STATION RECOVERY (1968)
 CP1738
 CP1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CP1738'THE STATION WAS VISITED 7-17-68 AND THE STATION WAS FOUND IN
 CP1738'GOOD CONDITION.  PBM J 23-9-1936 WAS FOUND BROKEN OFF AND
 CP1738'REFERENCE MARK NO. 1 AND NO. 2 WERE NOT FOUND AT THIS DATE.
 CP1738'REFERENCE MARK NO. 3 AND NO. 4 SET BY LEVEL PARTY IN 1966 WERE
 CP1738'MEASURED TO, AND AN ANGLE TURNED AT THIS DATE.  AN AZIMUTH MARK
 CP1738'WAS ESTABLISHED AND ITS AZIMUTH DETERMINED BY A POLARIS
 CP1738'OBSERVATION.  ALL MARKS EXCEPT THE AZIMUTH MARK ARE PRECISE
 CP1738'LEVEL MARKS.  A NEW DESCRIPTION FOLLOWS--
 CP1738'
 CP1738'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF HOLLY RIDGE
 CP1738'ABOUT 7.5 MILES WEST OF DELHI ON PROPERTY OWNED BY FRANKLIN
 CP1738'AND SONS INC., IN THE WEST EDGE OF THE LUMBER MILL AND NORTH OF
 CP1738'THE OFFICE FOR THE LUMBER COMPANY IN AN AREA USED TO STACK
 CP1738'LUMBER.  THE STATION IS 502 FEET NORTH OF THE CENTERLINE OF
 CP1738'U.S. HIGHWAY 80, 3 FEET WEST OF THE NORTH END OF A LARGE METAL
 CP1738'VAT, 118 FEET EAST OF THE NORTHEAST CORNER OF THE NORTH
 CP1738'TENANT HOUSE, 59 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 CP1738'PUMP HOUSE, 75 FEET EAST OF THE WEST FENCE OF THE LUMBER
 CP1738'YARD, 1 FOOT EAST OF A METAL WITNESS POST, 98 FEET EAST OF A
 CP1738'LARGE TREE IN FRONT YARD OF TENANT HOUSE.  IT IS A STANDARD
 CP1738'TRIANGULATION DISK STAMPED HOLLY 1931, FLUSH WITH
 CP1738'GROUND.
 CP1738'
 CP1738'REFERENCE MARK NO. 3 IS 114.65 FEET SOUTHWEST OF STATION,
 CP1738'AT WEST EDGE OF LUMBER YARD IN FRONT OF A TENANT HOUSE, 2 FEET
 CP1738'SOUTH OF A POWER POLE, 20 FEET WEST OF FENCE LINE, 35 FEET
 CP1738'SOUTHEAST OF SOUTHEAST CORNER OF TENANT HOUSE (2ND HOUSE SOUTH
 CP1738'OF MOST NORTHERLY), 10 FEET NORTHEAST OF THE CENTERLINE
 CP1738'OF A DRIVEWAY.  IT IS A REFERENCE MARK DISK STAMPED HOLLY
 CP1738'NO 3 1931 1966.
 CP1738'
 CP1738'REFERENCE MARK NO. 4 IS 78.96 FEET WEST OF STATION IN A FENCE
 CP1738'CORNER, 56 FEET SOUTHWEST OF SOUTHWEST CORNER OF PUMP HOUSE,
 CP1738'48 FEET NORTHEAST CORNER OF MOST NORTHERLY TENANT HOUSE, 2 FEET
 CP1738'SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF METAL WITNESS
 CP1738'POST.  IT IS A REFERENCE MARK DISK STAMPED HOLLY NO 4 1931 1966,
 CP1738'FLUSH WITH GROUND.
 CP1738'
 CP1738'THE AZIMUTH MARK IS LOCATED 0.25 MILE SOUTHWEST OF STATION IN
 CP1738'THE SOUTHEAST ANGLE OF A CROSS ROAD WITH HOLLY RIDGE HIGH SCHOOL
 CP1738'IN NORTHWEST ANGLE, 55 FEET SOUTH OF THE CENTERLINE OF U.S.
 CP1738'HIGHWAY 80, 43 FEET NORTH OF NORTH RAIL OF TRACKS, 87.5 FEET EAST
 CP1738'OF THE CENTERLINE OF ROAD CROSSING TRACKS, 50 FEET WEST OF
 CP1738'A TELEGRAPH POLE, 1.5 FEET WEST OF A METAL WITNESS SIGN, 2 FEET
 CP1738'NORTH OF A ROW OF POLES.  IT IS AN AZIMUTH DISK STAMPED HOLLY
 CP1738'1931 1968 SET IN TOP OF A 12-INCH ROAD CONCRETE POST,
 CP1738'PROJECTING 6-INCHES.
 CP1738'
 CP1738'TO REACH THE STATION FROM DELHI, GO WEST ON U.S. HIGHWAY 80 FOR
 CP1738'MILES TO HOLLY RIDGE, TURN RIGHT BETWEEN THE FRANKLIN AND SONS
 CP1738'STORE AND OFFICE TO MILL AND FOLLOW DRIVEWAY NORTH ALONG WEST SIDE
 CP1738'OF MILL FOR ABOUT 500 FEET TO MARK ON RIGHT.
 CP1738'
 CP1738'TO REACH THE AZIMUTH MARK FROM THE FRANKLIN AND SONS STORE,
 CP1738'CONTINUE WEST ON U.S. HIGHWAY 80 FOR 0.2 MILE TO A CROSS ROAD
 CP1738'AND AZIMUTH IN SOUTHEAST QUADRANT.
 CP1738
 CP1738                          STATION RECOVERY (1968)
 CP1738
 CP1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JGC)
 CP1738'THE STATION MARK, R.M.S 3 AND 4 WERE RECOVERED AS DESCRIBED IN MAY,
 CP1738'1966 ON THE LINE--RELEVEL--MONROE TO 2 MI. E. OF DELHI, LA.
 CP1738'(42 LA.)
 CP1738'
 CP1738'THE AZIMUTH MARK, STAMPED HOLLY 1931 1968, IS ABOUT 7.7 MILES
 CP1738'EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1738'AT RAYVILLE, IN SECTION 11, T 17 N, R 8 E, AT THE COMMUNITY OF
 CP1738'HOLLY RIDGE, 46-1/2 FEET NORTH OF THE NORTH RAIL, 55-1/2 FEET
 CP1738'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 86 FEET EAST OF THE
 CP1738'CENTER LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, 106 FEET
 CP1738'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY
 CP1738'80 AND STATE HIGHWAY 183, 93 FEET NORTHWEST OF THE CENTER OF
 CP1738'THE CROSSING OF THE RAILROAD AND THE GRAVELED ROAD, 1.3 FEET
 CP1738'WEST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL
 CP1738'OF THE TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 CP1738'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CP1738'INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1738'
 CP1738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.7 MILES WEST
 CP1738
 CP1738                          STATION RECOVERY (1968)
 CP1738
 CP1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1738'RECOVERED IN GOOD CONDITION.
 CP1738
 CP1738                          STATION RECOVERY (1970)
 CP1738
 CP1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP1738'THE STATION MARK, REFERENCE MARK 3 AND 4, AND THE AZIMUTH
 CP1738'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED
 CP1738'IN 1968, WITH THE FOLLOWING EXCEPTIONS.  NO HORIZONTAL DIRECTION
 CP1738'OR DISTANCE WAS MADE TO THE REFERENCE MARKS DUE TO LUMBER
 CP1738'ON LINE.  A NEW REFERENCE MARK 5 WAS ESTABLISED AT THIS DATE
 CP1738'AND ALL HORIZONTAL DIRECTION OBSERVED.
 CP1738'
 CP1738'A TRAVERSE DISTANCE WAS MADE TO HOLLY 1931 NO 5 1970, DISTANCE
 CP1738'BEING (95.51 FEET) 29.113 METERS.  FOR ADDITIONAL INFORMATION
 CP1738'SEE DESCRIPTION FOR HOLLY 1931 NO 5 1970.
 CP1738
 CP1738                          STATION RECOVERY (1977)
 CP1738
 CP1738'RECOVERY NOTE BY LA TRANSP AND DEV 1977 (BRJ)
 CP1738'HOLLY GOOD NOTE--HOLLY REFERENCE MARKER 3 AND 4 WERE ALSO
 CP1738'FOUND.  AZ MK GOOD
 CP1738
 CP1738                          STATION RECOVERY (1977)
 CP1738
 CP1738'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1977 (BDC)
 CP1738'HOLLY 1969 RECOVERED GOOD.
 CP1738'
 CP1738'DESCRIPTION IS ADEQUATE.
 CP1738'
 CP1738'DISTANCE AND DIRECTION FROM NEAREST TOWN--7-3/4 MILES NORTHEAST
 CP1738'OF GRAND CANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4296 ***********************************************************************
 BJ4296  DESIGNATION -  HOLLY
 BJ4296  PID         -  BJ4296
 BJ4296  STATE/COUNTY-  LA/JEFFERSON
 BJ4296  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4296
 BJ4296                         *CURRENT SURVEY CONTROL
 BJ4296  ___________________________________________________________________
 BJ4296* NAD 83(1992)-  30 01 10.18085(N)    090 14 20.95863(W)     ADJUSTED  
 BJ4296* NAVD 88     -        -1.2  **(meters)      -4.   **(feet)  VERTCON   
 BJ4296  **This station is located in a subsidence area (see below).
 BJ4296  ___________________________________________________________________
 BJ4296  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BJ4296  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BJ4296
 BJ4296  HORZ ORDER  -  SECOND
 BJ4296
 BJ4296.The horizontal coordinates were established by classical geodetic methods
 BJ4296.and adjusted by the National Geodetic Survey in January 1993..
 BJ4296
 BJ4296 ** The orthometric height has not been validated since last determined
 BJ4296 ** by differential leveling and should not be used for control purposes.
 BJ4296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4296 ** area with valid NAVD 88 orthometric heights.
 BJ4296 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4296 ** epoch indicated which incorporates improved geoid heights for the
 BJ4296 ** Southern Louisiana Subsidence area.
 BJ4296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4296
 BJ4296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4296
 BJ4296.The geoid height was determined by GEOID03.
 BJ4296
 BJ4296;                    North         East     Units Scale Factor Converg.
 BJ4296;SPC LA S     -   168,931.194 1,105,543.104   MT  0.99992580   +0 32 49.6
 BJ4296;SPC LA S     -   554,235.09  3,627,102.67   sFT  0.99992580   +0 32 49.6
 BJ4296;UTM  15      - 3,324,156.677   766,276.869   MT  1.00047487   +1 22 55.4
 BJ4296
 BJ4296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4296!SPC LA S     -   1.00000430  x   0.99992580  =   0.99993010
 BJ4296!UTM  15      -   1.00000430  x   1.00047487  =   1.00047918
 BJ4296
 BJ4296|---------------------------------------------------------------------|
 BJ4296| PID    Reference Object                     Distance      Geod. Az  |
 BJ4296|                                                           dddmmss.s |
 BJ4296| BJ4295 HOLLY LDH 1972 RM 1                  17.766 METERS 05633     |
 BJ4296| CW1475 HOLLY RM 2                           20.106 METERS 09256     |
 BJ4296| CW1474 HOLLY AZ MK                                        2751833.0 |
 BJ4296| BJ4284 RADIO STATION WWL NORTH MAST        APPROX. 2.2 KM 3485813.9 |
 BJ4296|---------------------------------------------------------------------|
 BJ4296
 BJ4296                          SUPERSEDED SURVEY CONTROL
 BJ4296
 BJ4296  NAD 83(1986)-  30 01 10.19676(N)    090 14 20.95717(W) AD(       ) 2
 BJ4296  NAD 27      -  30 01 09.46811(N)    090 14 20.68169(W) AD(       ) 2
 BJ4296  NGVD 29 (07/19/86)   -1.1    (m)           -4.     (f) VERT ANG       
 BJ4296
 BJ4296.Superseded values are not recommended for survey control.
 BJ4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4296.See file dsdata.txt to determine how the superseded data were derived.
 BJ4296
 BJ4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6627724157(NAD 83)
 BJ4296_MARKER: DD = SURVEY DISK
 BJ4296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4296_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4296
 BJ4296  HISTORY     - Date     Condition        Report By
 BJ4296  HISTORY     - 1972     MONUMENTED       LADH
 BJ4296  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BJ4296
 BJ4296                          STATION DESCRIPTION
 BJ4296
 BJ4296'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ4296'THE STATION IS LOCATED 10 MILES NORTHWEST OF DOWNTOWN NEW ORLEANS,
 BJ4296'13 MILES EAST OF LAPLACE, AND 6 MILES NORTH OF HARAHAN, IN THE
 BJ4296'SOUTHWEST QUARTER OF SECTION 38, T12S, R10E, AND ON THE PROPERTY
 BJ4296'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4296'
 BJ4296'TO REACH THE STATION FROM THE INTERSTATE 10 AND WILLIAMS BOULEVARD
 BJ4296'INTERCHANGE IN KENNER, DRIVE NORTH ALONG WILLIAMS BOULEVARD FOR
 BJ4296'0.7 MILE TO THE JUNCTION WITH 35TH STREET.  THE STATION IS SET IN
 BJ4296'THE SOUTHEAST QUADRANT OF THE JUNCTION IN FRONT OF A TENNECO SERVICE
 BJ4296'STATION.
 BJ4296'
 BJ4296'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG 35TH
 BJ4296'STREET FOR APPROXIMATELY 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND
 BJ4296'NORTH OF THE STREET NEAR A POWER POLE.
 BJ4296'
 BJ4296'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4296'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ4296'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4296'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4296'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4296'STAMPED HOLLY 1972.  THE MARK IS 37 FEET SOUTHEAST OF THE CENTER OF
 BJ4296'THE NORTH BOUND LANE ON WILLIAMS BOULEVARD, 35 FEET WEST OF THE
 BJ4296'CENTER OF A DRIVE TO A SERVICE STATION, 19 FEET SOUTHWEST OF THE
 BJ4296'CENTER OF THE EAST BOUND LANE ON 35TH STREET, 17 FEET
 BJ4296'EAST-SOUTHEAST OF A POWER POLE, AND 2 FEET SOUTHWEST OF A METAL
 BJ4296'WITNESS POST AND SIGN.
 BJ4296'
 BJ4296'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4296'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ4296'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4296'STAMPED HOLLY R.M. 1 1972.  IT IS 83 FEET SOUTHEAST OF THE CENTER
 BJ4296'OF THE NORTH BOUND LANE ON WILLIAMS BOULEVARD, 80 FEET
 BJ4296'NORTH-NORTHEAST OF A METAL DRAIN PIPE, 76 FEET EAST OF A POWER
 BJ4296'POLE, AND 16 FEET NORTHEAST OF THE CENTER OF THE EAST BOUND
 BJ4296'LANE ON 35TH STREET.
 BJ4296'
 BJ4296'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4296'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ4296'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4296'STAMPED HOLLY R.M. 2 1972.  IT IS 103 FEET SOUTHWEST OF THE CENTER
 BJ4296'OF THE NORTH BOUND LANE ON WILLIAMS BOULEVARD, 81 FEET SOUTHWEST OF
 BJ4296'A POWER POLE, 75 FEET NORTHWEST OF A POWER POLE, 57 FEET
 BJ4296'NORTHWEST OF A METAL DRAIN PIPE, AND 18 FEET SOUTHWEST OF THE
 BJ4296'CENTER OF THE EAST BOUND LANE ON 35TH STREET.
 BJ4296'
 BJ4296'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4296'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BJ4296'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4296'STAMPED HOLLY AZ. MK. 1972.  IT IS 105 FEET SOUTH OF A METAL DRAIN
 BJ4296'PIPE, 64 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 32 FEET
 BJ4296'NORTH OF THE WEST BOUND LANE ON 35TH STREET, 30 FEET SOUTH-SOUTHWEST
 BJ4296'OF A CANAL, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ4296'
 BJ4296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4296
 BJ4296                          STATION RECOVERY (1974)
 BJ4296
 BJ4296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 BJ4296'THE STATION WAS VISITED 11-5-74 AND THE STATION SURFACE AND UNDER
 BJ4296'GROUND MARKS WERE FOUND DISTURBED BY THE INSTALLATION OF A GAS LINE
 BJ4296'IN THE AREA.  REFERENCE MARK NO. 2 WAS ALSO SLIGHTLY DISTURBED BY
 BJ4296'THIS OPERATION.  THE STATION UNDERGROUND AND SURFACE MARKS WERE
 BJ4296'RESET IN ITS ORIGINAL LOCATION BY THE ANGLES BETWEEN THE AZIMUTH
 BJ4296'MARK AND WWL RADIO MAST (NORTH) AND REFERENCE MARK NO. 1 AND THE
 BJ4296'DISTANCE FROM REFERENCE MARK NO. 1.
 BJ4296'A NEW DESCRIPTION FOLLOWS--
 BJ4296'
 BJ4296'THE STATION IS LOCATED IN THE NORTH SECTION OF KENNER, AT THE
 BJ4296'INTERSECTION OF WILLIAMS BLVD AND 35TH STREET, IN THE SOUTHEAST
 BJ4296'QUADRANT OF THE INTERSECTION AND IN THE NORTHWEST CORNER OF THE LOT
 BJ4296'OCCUPIED BY THE TENNECO SERVICE STATION AND STORE.  IT IS 51 FEET
 BJ4296'EAST OF THE CENTER OF THE NORTHBOUND LANE OF WILLIAMS BLVD, 19.7 FEET
 BJ4296'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF 35TH STREET, 36.7
 BJ4296'FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE TENNECO SERVICE
 BJ4296'STATION, 1 FOOT NORTH OF THE NORTH EDGE OF A SIDEWALK, 18 FEET
 BJ4296'EAST-NORTHEAST OF A POWER POLE, 9.3 FEET EAST OF THE EAST EDGE OF A
 BJ4296'NORTH-SOUTH SIDEWALK.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4296'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE
 BJ4296'POST FLUSH WITH THE GROUND.  IT IS STAMPED HOLLY 1972 1974.
 BJ4296'
 BJ4296'REFERENCE MARK NO. 1 IS 58.29 FEET NORTHEAST OF THE STATION.  IT IS
 BJ4296'83 FEET EAST OF THE CENTER OF THE NORTHBOUND LANE OF WILLIAMS BLVD,
 BJ4296'16 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE OF 35TH STREET
 BJ4296'2.6 FEET NORTH OF THE NORTH CURB OF 35TH STREET, 47 FEET SOUTHEAST
 BJ4296'OF THE SOUTHEAST CORNER OF A 4 BARREL CULVERT OVER A CANAL.  IT
 BJ4296'IS A REFERENCE MARK DISK STAMPED HOLLY R.M. 1 1972, FLUSH WITH THE
 BJ4296'GROUND.
 BJ4296'
 BJ4296'REFERENCE MARK NO. 2 IS 65.97 FEET EAST OF THE STATION.  IT IS 116
 BJ4296'FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF WILLIAMS BLVD.,
 BJ4296'29 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE TENNECO STATION,
 BJ4296'18 FEET SOUTH OF THE CENTER OF 35TH STREET, 2 FEET NORTH OF THE
 BJ4296'NORTH EDGE OF THE SIDE WALK AND 74.5 FEET WEST OF POWER POLE NO.
 BJ4296'2109.  IT IS A REFERENCE MARK DISK STAMPED RM 2 1972 FLUSH WITH THE
 BJ4296'GROUND.
 BJ4296'
 BJ4296'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION.  IT IS 118 FEET
 BJ4296'EAST OF THE PROJECTED CENTERLINE OF ARIZONA STREET, 210 FEET EAST OF
 BJ4296'THE NORTHEAST CORNER OF THE BRIDGE OVER A NORTH SOUTH CANAL, 165
 BJ4296'FEET EAST OF THE SOUTH END OF A 3-FOOT PIPE OVER THE EAST-WEST
 BJ4296'CANAL, 105 FEET EAST SOUTHEAST OF THE METAL DRAIN INTO THE CANAL,
 BJ4296'64 FEET NORTH- NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND 32
 BJ4296'FEET NORTH OF THE CENTER OF THE EAST BOUND LANE OF WEST ESPLANADE
 BJ4296'STREET (35 STREET).  IT IS A DISK STAMPED HOLLY AZ MK 1972 FLUSH
 BJ4296'WITH THE GROUND.
 BJ4296'
 BJ4296'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 BJ4296'AND WILLIAMS BLVD., GO NORTH ON WILLIAMS BLVD FOR 0.7 MILE TO
 BJ4296'35TH STREET AND THE STATION ON THE RIGHT.
 BJ4296'
 BJ4296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KENNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3168 ***********************************************************************
 CQ3168  DESIGNATION -  HOLLY
 CQ3168  PID         -  CQ3168
 CQ3168  STATE/COUNTY-  LA/DE SOTO
 CQ3168  USGS QUAD   -  HOLLY (1980)
 CQ3168
 CQ3168                         *CURRENT SURVEY CONTROL
 CQ3168  ___________________________________________________________________
 CQ3168* NAD 83(1992)-  32 09 16.81733(N)    093 42 24.52555(W)     ADJUSTED  
 CQ3168* NAVD 88     -        91.4    (meters)     300.     (feet)  VERTCON   
 CQ3168  ___________________________________________________________________
 CQ3168  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CQ3168  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ3168
 CQ3168  HORZ ORDER  -  SECOND
 CQ3168
 CQ3168.The horizontal coordinates were established by classical geodetic methods
 CQ3168.and adjusted by the National Geodetic Survey in January 1993..
 CQ3168
 CQ3168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3168
 CQ3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3168
 CQ3168.The geoid height was determined by GEOID03.
 CQ3168
 CQ3168;                    North         East     Units Scale Factor Converg.
 CQ3168;SPC LA N     -   184,096.094   886,167.419   MT  0.99992326   -0 38 17.0
 CQ3168;SPC LA N     -   603,988.60  2,907,367.61   sFT  0.99992326   -0 38 17.0
 CQ3168;UTM  15      - 3,557,798.871   433,349.347   MT  0.99965478   -0 22 34.3
 CQ3168
 CQ3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3168!SPC LA N     -   0.99998970  x   0.99992326  =   0.99991296
 CQ3168!UTM  15      -   0.99998970  x   0.99965478  =   0.99964448
 CQ3168
 CQ3168|---------------------------------------------------------------------|
 CQ3168| PID    Reference Object                     Distance      Geod. Az  |
 CQ3168|                                                           dddmmss.s |
 CQ3168| CX6485 HOLLY RM 1                           30.090 METERS 12040     |
 CQ3168| CQ3160 MANSFIELD MUN NE TANK               APPROX.12.8 KM 1721105.2 |
 CQ3168| CQ2640 MAN RM 3                            APPROX.14.7 KM 1834928.2 |
 CQ3168| CQ3164 MANSFIELD RAD STA KDXI MAST         APPROX.15.0 KM 1913026.6 |
 CQ3168| CQ3170 GRAND CANE LOT                      APPROX. 9.5 KM 2515210.8 |
 CQ3168| CX6486 HOLLY RM 2                           23.822 METERS 28403     |
 CQ3168| CX6484 HOLLY AZ MK                                        2842229.2 |
 CQ3168|---------------------------------------------------------------------|
 CQ3168
 CQ3168                          SUPERSEDED SURVEY CONTROL
 CQ3168
 CQ3168  NAD 83(1986)-  32 09 16.82717(N)    093 42 24.52141(W) AD(       ) 2
 CQ3168  NAD 27      -  32 09 16.24789(N)    093 42 23.87018(W) AD(       ) 2
 CQ3168  NGVD 29 (07/19/86)   91.5    (m)          300.     (f) VERT ANG       
 CQ3168
 CQ3168.Superseded values are not recommended for survey control.
 CQ3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3168.See file dsdata.txt to determine how the superseded data were derived.
 CQ3168
 CQ3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3334957799(NAD 83)
 CQ3168_MARKER: DS = TRIANGULATION STATION DISK
 CQ3168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3168_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3168
 CQ3168  HISTORY     - Date     Condition        Report By
 CQ3168  HISTORY     - 1969     MONUMENTED       CGS
 CQ3168  HISTORY     - 1977     GOOD             LADTD
 CQ3168  HISTORY     - 1980     GOOD             LADTD
 CQ3168  HISTORY     - 1981     GOOD             LADTD
 CQ3168  HISTORY     - 19961114 GOOD             USPSQD
 CQ3168
 CQ3168                          STATION DESCRIPTION
 CQ3168
 CQ3168'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3168'THE STATION IS ABOUT 8-1/4 MILES NORTH OF MANSFIELD, 7-3/4 MILES
 CQ3168'EAST-SOUTHEAST OF KICKAPOO AND 7-3/4 MILES NORTH-EAST OF GRAND
 CQ3168'CANE.  IT IS ON THE NORTH ROAD-RIGHT-OF-WAY OF STATE HIGHWAY 175
 CQ3168'AT THE TOP OF A HIGH CUT BANK.
 CQ3168'
 CQ3168'TO REACH THE STATION FROM THE POST OFFICE IN FRIERSON, GO SOUTH
 CQ3168'ON STATE HIGHWAY 175 FOR 4.3 MILES TO THE JUNCTION OF STATE
 CQ3168'HIGHWAYS 175 AND 5 IN THE SMALL SETTLEMENT OF KINGSTON, CONTINUE
 CQ3168'SOUTHERLY ON STATE HIGHWAY 175 FOR 2.1 MILES TO WHERE THE HIGHWAY
 CQ3168'CURVES TO THE EAST AND THE AZIMUTH MARK ON THE RIGHT.  TO REACH
 CQ3168'THE STATION FROM THIS POINT CONTINUE AHEAD SOUTHEAST ON STATE
 CQ3168'HIGHWAY 175 FOR 0.3 MILE TO THE CUT BANK ON THE LEFT AND THE
 CQ3168'STATION AT THE TOP.
 CQ3168'
 CQ3168'THE STATION MARK IS A STANDARD DISK, STAMPED HOLLY 1969, SET IN
 CQ3168'THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 3 INCHES
 CQ3168'ABOVE THE GROUND.  IT IS 117.5 FEET NORTH OF THE CENTERLINE OF
 CQ3168'STATE HIGHWAY 175 (MEASURED DOWN THE SIDE OF THE CUT BANK), 17
 CQ3168'FEET NORTH OF THE TOP EDGE OF THE BANK AND 2.5 FEET SOUTH OF A
 CQ3168'METAL WITNESS POST.
 CQ3168'
 CQ3168'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOLLY NO 1 1969,
 CQ3168'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 5
 CQ3168'INCHES ABOVE THE GROUND.  IT IS 114 FEET NORTH OF THE CENTERLINE
 CQ3168'OF STATE HIGHWAY 175, 49 FEET SOUTH OF A 24-INCH OAK TREE AND 2
 CQ3168'FEET WEST OF ANOTHER WITNESS POST.
 CQ3168'
 CQ3168'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOLLY NO 2 1969,
 CQ3168'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 5
 CQ3168'INCHES ABOVE THE GROUND.  IT IS 115 FEET NORTH OF THE CENTERLINE
 CQ3168'OF STATE HIGHWAY 175, 78.5 FEET WEST OF A METAL WITNESS POST AND
 CQ3168'31 FEET SOUTH OF A 10 INCH OAK TREE.
 CQ3168'
 CQ3168'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOLLY 1969, SET IN
 CQ3168'THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 5 INCHES
 CQ3168'ABOVE THE GROUND.  IT IS 102 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CQ3168'OF STATE HIGHWAY 175, 14.5 FEET NORTH OF AN 18-INCH OAK TREE AND
 CQ3168'2 FEET EAST OF A METAL WITNESS POST.
 CQ3168'
 CQ3168'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO HIGH BRUSH
 CQ3168'AND A HIGH KNOLL.
 CQ3168'
 CQ3168'HEIGHT OF LIGHT ABOVE STATION MARK 26.17 METERS.
 CQ3168
 CQ3168                          STATION RECOVERY (1977)
 CQ3168
 CQ3168'RECOVERY NOTE BY LA TRANSP AND DEV 1977 (BDC)
 CQ3168'HOLLY 1969 RECOVERED GOOD.
 CQ3168'
 CQ3168'DESCRIPTION IS ADEQUATE.
 CQ3168'
 CQ3168'DISTANCE AND DIRECTION FROM NEAREST TOWN--7-3/4 MILES NORTH-EAST
 CQ3168'OF GRAND CANE.
 CQ3168
 CQ3168                          STATION RECOVERY (1980)
 CQ3168
 CQ3168'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RIT)
 CQ3168'THE STATION WAS VISITED AND RECOVERED IN GOOD CONDITION AS DESCRIBED
 CQ3168'IN 1969.
 CQ3168
 CQ3168                          STATION RECOVERY (1981)
 CQ3168
 CQ3168'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (TLH)
 CQ3168'THE STATION WAS VISITED IN JULY 1981.  THE STATION MARK, RM 1, AND
 CQ3168'THE AZ MK WERE FOUND IN GOOD CONDITION.  RM 2 WAS FOUND AND THE TOP
 CQ3168'OF THE MARK HAD BEEN SHEARED OFF.  ELEVATIONS WERE DETERMINED ON THIS
 CQ3168'TRIANGULATION STATION THIS DATE.  HORIZONTAL OBSERVATIONS WERE NOT
 CQ3168'OBSERVED THIS DATE.
 CQ3168
 CQ3168                          STATION RECOVERY (1996)
 CQ3168
 CQ3168'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2625 ***********************************************************************
 CQ2625  DESIGNATION -  HOLLY AZ MK
 CQ2625  PID         -  CQ2625
 CQ2625  STATE/COUNTY-  LA/DE SOTO
 CQ2625  USGS QUAD   -  HOLLY (1980)
 CQ2625
 CQ2625                         *CURRENT SURVEY CONTROL
 CQ2625  ___________________________________________________________________
 CQ2625* NAD 83(1986)-  32 09 19.     (N)    093 42 35.     (W)     SCALED    
 CQ2625* NAVD 88     -        74.881  (meters)     245.67   (feet)  ADJUSTED  
 CQ2625  ___________________________________________________________________
 CQ2625  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2625  DYNAMIC HT  -          74.794 (meters)     245.39  (feet)  COMP
 CQ2625  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CQ2625
 CQ2625  VERT ORDER  -  SECOND    CLASS II
 CQ2625
 CQ2625.The horizontal coordinates were scaled from a topographic map and have
 CQ2625.an estimated accuracy of +/- 6 seconds.
 CQ2625
 CQ2625.The orthometric height was determined by differential leveling
 CQ2625.and adjusted by the National Geodetic Survey in February 1994..
 CQ2625
 CQ2625.The geoid height was determined by GEOID03.
 CQ2625
 CQ2625.The dynamic height is computed by dividing the NAVD 88
 CQ2625.geopotential number by the normal gravity value computed on the
 CQ2625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2625.degrees latitude (g = 980.6199 gals.).
 CQ2625
 CQ2625.The modeled gravity was interpolated from observed gravity values.
 CQ2625
 CQ2625;                    North         East    Units  Estimated Accuracy
 CQ2625;SPC LA N     -   184,170.      885,890.      MT  (+/- 180 meters Scaled)
 CQ2625
 CQ2625                          SUPERSEDED SURVEY CONTROL
 CQ2625
 CQ2625.No superseded survey control is available for this station.
 CQ2625
 CQ2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR330578(NAD 83)
 CQ2625_MARKER: DZ = AZIMUTH MARK DISK
 CQ2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2625_SP_SET: CONCRETE POST
 CQ2625_STAMPING: HOLLY 1969
 CQ2625_MARK LOGO: CGS   
 CQ2625_PROJECTION: PROJECTING 13 CENTIMETERS
 CQ2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2625+STABILITY: SURFACE MOTION
 CQ2625
 CQ2625  HISTORY     - Date     Condition        Report By
 CQ2625  HISTORY     - 1969     MONUMENTED       CGS
 CQ2625  HISTORY     - 1981     GOOD             LADTD
 CQ2625
 CQ2625                          STATION DESCRIPTION
 CQ2625
 CQ2625'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2625'10.5 KM (6.5 MI) SOUTH FROM FRIERSON.
 CQ2625'ABOUT 10.3 KM (6.4 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE POST
 CQ2625'OFFICE IN FRIERSON TO THE MARK ON THE RIGHT APPROXIMATELY 0.2 KM
 CQ2625'(0.1 MI) SOUTH OF A GRAVEL ROAD ON THE RIGHT,  31.1 METERS (102 FT)
 CQ2625'SOUTH SOUTHWEST OF THE CENTER OF STATE HIGHWAY 175, 4.4 METERS
 CQ2625'(14.5 FT) NORTH OF AN 18-INCH OAK TREE.
 CQ2625'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CQ2625'THE MARK IS 1.83 M ABOVE STATE HIGHWAY 175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1740 ***********************************************************************
 CP1740  DESIGNATION -  HOLLY AZ MK
 CP1740  PID         -  CP1740
 CP1740  STATE/COUNTY-  LA/RICHLAND
 CP1740  USGS QUAD   -  BEE BAYOU (1987)
 CP1740
 CP1740                         *CURRENT SURVEY CONTROL
 CP1740  ___________________________________________________________________
 CP1740* NAD 83(1986)-  32 28 04.     (N)    091 37 34.     (W)     SCALED    
 CP1740* NAVD 88     -        24.416  (meters)      80.10   (feet)  ADJUSTED  
 CP1740  ___________________________________________________________________
 CP1740  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP1740  DYNAMIC HT  -          24.388 (meters)      80.01  (feet)  COMP
 CP1740  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 CP1740
 CP1740  VERT ORDER  -  FIRST     CLASS I
 CP1740
 CP1740.The horizontal coordinates were scaled from a topographic map and have
 CP1740.an estimated accuracy of +/- 6 seconds.
 CP1740
 CP1740.The orthometric height was determined by differential leveling
 CP1740.and adjusted by the National Geodetic Survey in June 1991..
 CP1740
 CP1740.The geoid height was determined by GEOID03.
 CP1740
 CP1740.The dynamic height is computed by dividing the NAVD 88
 CP1740.geopotential number by the normal gravity value computed on the
 CP1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1740.degrees latitude (g = 980.6199 gals.).
 CP1740
 CP1740.The modeled gravity was interpolated from observed gravity values.
 CP1740
 CP1740;                    North         East    Units  Estimated Accuracy
 CP1740;SPC LA N     -   218,510.    1,082,150.      MT  (+/- 180 meters Scaled)
 CP1740
 CP1740                          SUPERSEDED SURVEY CONTROL
 CP1740
 CP1740  NGVD 29 (??/??/??)   24.440  (m)           80.18   (f) ADJUSTED    1 1
 CP1740
 CP1740.Superseded values are not recommended for survey control.
 CP1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1740.See file dsdata.txt to determine how the superseded data were derived.
 CP1740
 CP1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR291931(NAD 83)
 CP1740_MARKER: DZ = AZIMUTH MARK DISK
 CP1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1740_SP_SET: CONCRETE POST
 CP1740_STAMPING: HOLLY 1931 1968
 CP1740_MARK LOGO: CGS   
 CP1740_PROJECTION: PROJECTING 5 CENTIMETERS
 CP1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1740+STABILITY: SURFACE MOTION
 CP1740
 CP1740  HISTORY     - Date     Condition        Report By
 CP1740  HISTORY     - 1968     MONUMENTED       CGS
 CP1740  HISTORY     - 1985     GOOD             LADTD
 CP1740
 CP1740                          STATION DESCRIPTION
 CP1740
 CP1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1740'7.7 MI E FROM RAYVILLE.
 CP1740'ABOUT 7.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1740'COURTHOUSE AT RAYVILLE, IN SECTION 11, T 17 N, R 8 E, AT THE COMMUNITY
 CP1740'OF HOLLY RIDGE, 46 1/2 FEET NORTH OF THE NORTH RAIL, 55 1/2 FEET SOUTH
 CP1740'OF THE CENTER LINE OF U.S. HIGHWAY 80, 86 FEET EAST OF THE CENTER LINE
 CP1740'OF A GRAVELED ROAD WHICH LEADS SOUTH, 106 FEET SOUTHEAST OF THE CENTER
 CP1740'OF THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 183, 93 FEET
 CP1740'NORTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND THE
 CP1740'GRAVELED ROAD, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 8 FEET
 CP1740'BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CP1740'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CP1740'ABOVE THE SURFACE OF THE GROUND.
 CP1740
 CP1740                          STATION RECOVERY (1985)
 CP1740
 CP1740'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP1740'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT HOLLY
 CP1740'RIDGE, 32.3 METERS (106 FEET) SOUTHEAST OF THE CENTER OF THE
 CP1740'INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 183, 28 METERS (92
 CP1740'FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY 183, 17.9 METERS (59
 CP1740'FEET) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 80 AND 11.9 METERS (39
 CP1740'FEET) NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK.
 CP1740'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 CP1740'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2975 ***********************************************************************
 CP2975  DESIGNATION -  HOLLY RIDGE PLINE RAD KDG 609
 CP2975  PID         -  CP2975
 CP2975  STATE/COUNTY-  LA/RICHLAND
 CP2975  USGS QUAD   -  DUNN (1987)
 CP2975
 CP2975                         *CURRENT SURVEY CONTROL
 CP2975  ___________________________________________________________________
 CP2975* NAD 83(1992)-  32 28 06.81856(N)    091 35 54.10472(W)     ADJUSTED  
 CP2975* NAVD 88     -                                                        
 CP2975  ___________________________________________________________________
 CP2975  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP2975  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP2975
 CP2975  HORZ ORDER  -  THIRD
 CP2975
 CP2975.The horizontal coordinates were established by classical geodetic methods
 CP2975.and adjusted by the National Geodetic Survey in May 1994..
 CP2975
 CP2975
 CP2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2975
 CP2975.The geoid height was determined by GEOID03.
 CP2975
 CP2975;                    North         East     Units Scale Factor Converg.
 CP2975;SPC LA N     -   218,620.651 1,084,758.146   MT  0.99996083   +0 28 36.1
 CP2975;SPC LA N     -   717,257.92  3,558,910.68   sFT  0.99996083   +0 28 36.1
 CP2975;UTM  15      - 3,593,239.066   631,720.068   MT  0.99981395   +0 45 09.2
 CP2975
 CP2975                          SUPERSEDED SURVEY CONTROL
 CP2975
 CP2975  NAD 83(1992)-  32 28 06.81992(N)    091 35 54.10373(W) AD(       ) 4
 CP2975  NAD 83(1986)-  32 28 06.83056(N)    091 35 54.09825(W) AD(       ) 4
 CP2975  NAD 27      -  32 28 06.32089(N)    091 35 53.66332(W) AD(       ) 3
 CP2975
 CP2975.Superseded values are not recommended for survey control.
 CP2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2975.See file dsdata.txt to determine how the superseded data were derived.
 CP2975
 CP2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3172093239(NAD 83)
 CP2975_MARKER: 42 = RADIO/TV MAST
 CP2975
 CP2975  HISTORY     - Date     Condition        Report By
 CP2975  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2975
 CP2975                          STATION DESCRIPTION
 CP2975
 CP2975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2975'THE HOLLY RIDGE PIPELINE COMPANY RADIO MAST IS LOCATED ABOUT
 CP2975'1.4 MILES EAST OF HOLLY RIDGE AND ON THE NORTH SIDE OF U.S.
 CP2975'HIGHWAY 80 AND JUST NORTH OF THE PIPELINE BUILDINGS.
 CP2975'
 CP2975'IT IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN CROSSECTION,
 CP2975'PAINTED ALTERNATELY RED AND WHITE WITH A FLASHING RED LIGHT AT
 CP2975'THE TOP.
 CP2975'
 CP2975'TO REACH FROM THE POST OFFICE IN HOLLY RIDGE GO EASTERLY ON
 CP2975'U.S. HIGHWAY 80 FOR 1.4 MILES TO THE MAST ON THE LEFT.
 CP2975'
 CP2975'OVERALL HEIGHT OF THE MAST IS 240 FEET.
 CP2975'
 CP2975'POINT INTERSECTED WAS THE LIGHT ATOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2627 ***********************************************************************
 CQ2627  DESIGNATION -  HOLLY RM 1
 CQ2627  PID         -  CQ2627
 CQ2627  STATE/COUNTY-  LA/DE SOTO
 CQ2627  USGS QUAD   -  HOLLY (1980)
 CQ2627
 CQ2627                         *CURRENT SURVEY CONTROL
 CQ2627  ___________________________________________________________________
 CQ2627* NAD 83(1986)-  32 09 17.     (N)    093 42 25.     (W)     SCALED    
 CQ2627* NAVD 88     -        88.335  (meters)     289.81   (feet)  ADJUSTED  
 CQ2627  ___________________________________________________________________
 CQ2627  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2627  DYNAMIC HT  -          88.233 (meters)     289.48  (feet)  COMP
 CQ2627  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CQ2627
 CQ2627  VERT ORDER  -  SECOND    CLASS II
 CQ2627
 CQ2627.The horizontal coordinates were scaled from a topographic map and have
 CQ2627.an estimated accuracy of +/- 6 seconds.
 CQ2627
 CQ2627.The orthometric height was determined by differential leveling
 CQ2627.and adjusted by the National Geodetic Survey in February 1994..
 CQ2627
 CQ2627.The geoid height was determined by GEOID03.
 CQ2627
 CQ2627.The dynamic height is computed by dividing the NAVD 88
 CQ2627.geopotential number by the normal gravity value computed on the
 CQ2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2627.degrees latitude (g = 980.6199 gals.).
 CQ2627
 CQ2627.The modeled gravity was interpolated from observed gravity values.
 CQ2627
 CQ2627;                    North         East    Units  Estimated Accuracy
 CQ2627;SPC LA N     -   184,100.      886,160.      MT  (+/- 180 meters Scaled)
 CQ2627
 CQ2627                          SUPERSEDED SURVEY CONTROL
 CQ2627
 CQ2627.No superseded survey control is available for this station.
 CQ2627
 CQ2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR333578(NAD 83)
 CQ2627_MARKER: DR = REFERENCE MARK DISK
 CQ2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2627_SP_SET: CONCRETE POST
 CQ2627_STAMPING: HOLLY NO 1 1969
 CQ2627_MARK LOGO: CGS   
 CQ2627_PROJECTION: PROJECTING 13 CENTIMETERS
 CQ2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2627+STABILITY: SURFACE MOTION
 CQ2627
 CQ2627  HISTORY     - Date     Condition        Report By
 CQ2627  HISTORY     - 1969     MONUMENTED       CGS
 CQ2627  HISTORY     - 1981     GOOD             LADTD
 CQ2627  HISTORY     - 19960504 GOOD             USPSQD
 CQ2627
 CQ2627                          STATION DESCRIPTION
 CQ2627
 CQ2627'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2627'10.8 KM (6.7 MI) SOUTH FROM FRIERSON.
 CQ2627'10.8 KM (6.7 MI) SOUTH ALONG STATE HIGHWAY 175 FROM THE POST OFFICE IN
 CQ2627'FRIERSON TO A HIGH CUT BANK AND THE MARK ON THE LEFT AT THE TOP OF THE
 CQ2627'CUT BANK,  34.8 METERS (114 FT) NORTH OF THE CENTER OF STATE HIGHWAY
 CQ2627'175 (MEASURED DOWN THE CUT BANK), 30.1 METERS (98.7 FT) EAST-SOUTHEAST
 CQ2627'OF STATION HOLLY.
 CQ2627'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 CQ2627'THE MARK IS 9.14 M ABOVE STATE HIGHWAY 175.
 CQ2627
 CQ2627                          STATION RECOVERY (1996)
 CQ2627
 CQ2627'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1736 ***********************************************************************
 CP1736  DESIGNATION -  HOLLY RM 3
 CP1736  PID         -  CP1736
 CP1736  STATE/COUNTY-  LA/RICHLAND
 CP1736  USGS QUAD   -  DUNN (1987)
 CP1736
 CP1736                         *CURRENT SURVEY CONTROL
 CP1736  ___________________________________________________________________
 CP1736* NAD 83(1986)-  32 28 07.     (N)    091 37 24.     (W)     SCALED    
 CP1736* NAVD 88     -        26.981  (meters)      88.52   (feet)  ADJUSTED  
 CP1736  ___________________________________________________________________
 CP1736  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP1736  DYNAMIC HT  -          26.951 (meters)      88.42  (feet)  COMP
 CP1736  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CP1736
 CP1736  VERT ORDER  -  FIRST     CLASS I
 CP1736
 CP1736.The horizontal coordinates were scaled from a topographic map and have
 CP1736.an estimated accuracy of +/- 6 seconds.
 CP1736
 CP1736.The orthometric height was determined by differential leveling
 CP1736.and adjusted by the National Geodetic Survey in June 1991..
 CP1736.WARNING-Repeat measurements at this control monument indicate possible
 CP1736.vertical movement.
 CP1736
 CP1736.The geoid height was determined by GEOID03.
 CP1736
 CP1736.The dynamic height is computed by dividing the NAVD 88
 CP1736.geopotential number by the normal gravity value computed on the
 CP1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1736.degrees latitude (g = 980.6199 gals.).
 CP1736
 CP1736.The modeled gravity was interpolated from observed gravity values.
 CP1736
 CP1736;                    North         East    Units  Estimated Accuracy
 CP1736;SPC LA N     -   218,610.    1,082,410.      MT  (+/- 180 meters Scaled)
 CP1736
 CP1736                          SUPERSEDED SURVEY CONTROL
 CP1736
 CP1736  NGVD 29 (??/??/??)   26.994  (m)           88.56   (f) ADJUSTED    1 1
 CP1736
 CP1736.Superseded values are not recommended for survey control.
 CP1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1736.See file dsdata.txt to determine how the superseded data were derived.
 CP1736
 CP1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR293932(NAD 83)
 CP1736_MARKER: DR = REFERENCE MARK DISK
 CP1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1736_SP_SET: CONCRETE POST
 CP1736_STAMPING: HOLLY 1931 NO 3 1966
 CP1736_MARK LOGO: CGS   
 CP1736_PROJECTION: PROJECTING 3 CENTIMETERS
 CP1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1736+STABILITY: SURFACE MOTION
 CP1736
 CP1736  HISTORY     - Date     Condition        Report By
 CP1736  HISTORY     - 1966     MONUMENTED       CGS
 CP1736  HISTORY     - 1968     GOOD             NGS
 CP1736  HISTORY     - 1985     GOOD             LADTD
 CP1736
 CP1736                          STATION DESCRIPTION
 CP1736
 CP1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1736'7.7 MI W FROM DELHI.
 CP1736'7.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1736'DELHI, IN SECTION 11, T 17 N, R 8 E, AT THE SMALL COMMUNITY OF HOLLY
 CP1736'RIDGE, 114.7 FEET SOUTHWEST OF TRIANGULATION STATION HOLLY 1931, 35
 CP1736'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SECOND HOUSE SOUTH OF
 CP1736'THE NORTH END OF A ROW OF TENANT HOUSES, 20 FEET WEST OF A FENCE, 2
 CP1736'FEET SOUTH OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE POST
 CP1736'PROJECTING 1 INCH.
 CP1736
 CP1736                          STATION RECOVERY (1968)
 CP1736
 CP1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1736'RECOVERED IN GOOD CONDITION.
 CP1736
 CP1736                          STATION RECOVERY (1985)
 CP1736
 CP1736'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP1736'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.24 KM
 CP1736'(0.15 MI) EAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S. HIGHWAY
 CP1736'80 AND STATE HIGHWAY 183 IN HOLLY RIDGE TO THE REFERENCE MARK ON THE
 CP1736'NORTH SIDE OF THE HIGHWAY SET IN THE WOODS, 139 METERS (459 FEET)
 CP1736'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80, 34.9 METERS (114.7 FEET)
 CP1736'SOUTHWEST OF TRIANGULATION STATION HOLLY 1931 AND 0.76 METERS (2.5
 CP1736'FEET) SOUTH OF A SERVICE POLE AND SET NEAR A LARGE PINE TREE.
 CP1736'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 CP1736'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1737 ***********************************************************************
 CP1737  DESIGNATION -  HOLLY RM 4
 CP1737  PID         -  CP1737
 CP1737  STATE/COUNTY-  LA/RICHLAND
 CP1737  USGS QUAD   -  DUNN (1987)
 CP1737
 CP1737                         *CURRENT SURVEY CONTROL
 CP1737  ___________________________________________________________________
 CP1737* NAD 83(1986)-  32 28 07.     (N)    091 37 24.     (W)     SCALED    
 CP1737* NAVD 88     -        26.967  (meters)      88.47   (feet)  ADJUSTED  
 CP1737  ___________________________________________________________________
 CP1737  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP1737  DYNAMIC HT  -          26.937 (meters)      88.38  (feet)  COMP
 CP1737  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CP1737
 CP1737  VERT ORDER  -  FIRST     CLASS I
 CP1737
 CP1737.The horizontal coordinates were scaled from a topographic map and have
 CP1737.an estimated accuracy of +/- 6 seconds.
 CP1737
 CP1737.The orthometric height was determined by differential leveling
 CP1737.and adjusted by the National Geodetic Survey in June 1991..
 CP1737
 CP1737.The geoid height was determined by GEOID03.
 CP1737
 CP1737.The dynamic height is computed by dividing the NAVD 88
 CP1737.geopotential number by the normal gravity value computed on the
 CP1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1737.degrees latitude (g = 980.6199 gals.).
 CP1737
 CP1737.The modeled gravity was interpolated from observed gravity values.
 CP1737
 CP1737;                    North         East    Units  Estimated Accuracy
 CP1737;SPC LA N     -   218,610.    1,082,410.      MT  (+/- 180 meters Scaled)
 CP1737
 CP1737                          SUPERSEDED SURVEY CONTROL
 CP1737
 CP1737  NGVD 29 (??/??/??)   26.991  (m)           88.55   (f) ADJUSTED    1 1
 CP1737
 CP1737.Superseded values are not recommended for survey control.
 CP1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1737.See file dsdata.txt to determine how the superseded data were derived.
 CP1737
 CP1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR293932(NAD 83)
 CP1737_MARKER: DR = REFERENCE MARK DISK
 CP1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1737_STAMPING: HOLLY 1931 NO 4 1966
 CP1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1737+STABILITY: SURFACE MOTION
 CP1737
 CP1737  HISTORY     - Date     Condition        Report By
 CP1737  HISTORY     - 1966     MONUMENTED       CGS
 CP1737  HISTORY     - 1968     GOOD             NGS
 CP1737
 CP1737                          STATION DESCRIPTION
 CP1737
 CP1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1737'7.7 MI W FROM DELHI.
 CP1737'7.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1737'DELHI, IN SECTION 11, T 17 N, R 8 E, AT THE SMALL COMMUNITY OF HOLLY
 CP1737'RIDGE, 79.0 FEET NORTHWEST OF TRIANGULATION STATION HOLLY 1931, 56
 CP1737'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WELL PUMPHOUSE, 47 FEET
 CP1737'NORTHEAST OF THE NORTHEAST CORNER OF THE MOST NORTHERLY ONE OF A ROW
 CP1737'OF TENANT HOUSES, 2 FEET SOUTHWEST OF A FENCE CORNER, 1.6 FEET SOUTH
 CP1737'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CP1737'PROJECTING 3 INCHES.
 CP1737
 CP1737                          STATION RECOVERY (1968)
 CP1737
 CP1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2976 ***********************************************************************
 CP2976  DESIGNATION -  HOLLY RM 5
 CP2976  PID         -  CP2976
 CP2976  STATE/COUNTY-  LA/RICHLAND
 CP2976  USGS QUAD   -  DUNN (1987)
 CP2976
 CP2976                         *CURRENT SURVEY CONTROL
 CP2976  ___________________________________________________________________
 CP2976* NAD 83(1992)-  32 28 06.23348(N)    091 37 24.80783(W)     ADJUSTED  
 CP2976* NAVD 88     -        26.68   (+/-2cm)      87.5    (feet)  VERTCON   
 CP2976  ___________________________________________________________________
 CP2976  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CP2976  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP2976
 CP2976  HORZ ORDER  -  SECOND
 CP2976  VERT ORDER  -  THIRD ? (See Below)
 CP2976
 CP2976.The horizontal coordinates were established by classical geodetic methods
 CP2976.and adjusted by the National Geodetic Survey in May 1994..
 CP2976
 CP2976.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2976.The vertical order pertains to the NGVD 29 superseded value.
 CP2976
 CP2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2976
 CP2976.The geoid height was determined by GEOID03.
 CP2976
 CP2976;                    North         East     Units Scale Factor Converg.
 CP2976;SPC LA N     -   218,583.199 1,082,389.868   MT  0.99996080   +0 27 48.2
 CP2976;SPC LA N     -   717,135.05  3,551,140.76   sFT  0.99996080   +0 27 48.2
 CP2976;UTM  15      - 3,593,190.224   629,352.354   MT  0.99980633   +0 44 20.5
 CP2976
 CP2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2976!SPC LA N     -   0.99999991  x   0.99996080  =   0.99996071
 CP2976!UTM  15      -   0.99999991  x   0.99980633  =   0.99980624
 CP2976
 CP2976:                Primary Azimuth Mark                     Grid Az
 CP2976:SPC LA N     -  HOLLY RIDGE PLINE RAD KDG 609            089 05 38.0
 CP2976:UTM  15      -  HOLLY RIDGE PLINE RAD KDG 609            088 49 05.7
 CP2976
 CP2976|---------------------------------------------------------------------|
 CP2976| PID    Reference Object                     Distance      Geod. Az  |
 CP2976|                                                           dddmmss.s |
 CP2976| CP2975 HOLLY RIDGE PLINE RAD KDG 609       APPROX. 2.4 KM 0893326.2 |
 CP2976| CP2973 DELHI LA PWR AND LT RAD KLY 85      APPROX.10.3 KM 0944519.9 |
 CP2976| CP2970 DELHI UNION COMP CO TANK            APPROX.11.6 KM 0951115.6 |
 CP2976| CP2961 DELHI MUNICIPAL TANK                APPROX.12.4 KM 0961614.7 |
 CP2976| CP1740 HOLLY AZ MK                                        2510006.1 |
 CP2976|---------------------------------------------------------------------|
 CP2976
 CP2976                          SUPERSEDED SURVEY CONTROL
 CP2976
 CP2976  NAD 83(1992)-  32 28 06.23470(N)    091 37 24.80765(W) AD(       ) 2
 CP2976  NAD 83(1986)-  32 28 06.24546(N)    091 37 24.80102(W) AD(       ) 2
 CP2976  NAD 27      -  32 28 05.73575(N)    091 37 24.36303(W) AD(       ) 2
 CP2976  NGVD 29 (07/19/86)   26.71   (m)           87.6    (f) LEVELING    3  
 CP2976
 CP2976.Superseded values are not recommended for survey control.
 CP2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2976.See file dsdata.txt to determine how the superseded data were derived.
 CP2976
 CP2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2935293190(NAD 83)
 CP2976_MARKER: DR = REFERENCE MARK DISK
 CP2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2976
 CP2976  HISTORY     - Date     Condition        Report By
 CP2976  HISTORY     - 1970     MONUMENTED       NGS
 CP2976
 CP2976                          STATION DESCRIPTION
 CP2976
 CP2976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2976'THE STATION IS ABOUT 8 MILES EAST OF RAYVILLE, 7.5 MILES WEST OF
 CP2976'DELHI AND ON LAND OWNED BY THE GEORGE B. FRANKLIN LUMBER COMPANY,
 CP2976'HOLLY RIDGE, LOUISIANA.
 CP2976'
 CP2976'NO HORIZONTAL DIRECTION OR MEASUREMENT WAS MADE TO THE REFERENCE
 CP2976'MARKS DUE TO LUMBER STACKED AROUND AND ON LINE.
 CP2976'
 CP2976'A TRAVERSE DISTANCE WAS MADE TO TRIANGULTION STATION HOLLY 1931.
 CP2976'
 CP2976'DUE TO LUMBER AND A STEEL WATER VAT AT STATION HOLLY 1931 A NEW
 CP2976'REFERENCE MARK 5 WAS ESTABLISHED AND ALL HORIZONTAL DIRECTIONS TAKEN
 CP2976'FROM IT.
 CP2976'
 CP2976'TO REACH THE STATION FROM THE FRANKLIN LUMBER COMPANY STORE IN HOLLY
 CP2976'RIDGE, GO NORTH BETWEEN THE STORE AND OFFICE OF THE LUMBER COMPANY
 CP2976'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CP2976'
 CP2976'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED HOLLY 1931
 CP2976'RM 5 1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CP2976'CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND
 CP2976'SURFACE.  IT IS 68 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 CP2976'DRIVEWAY AND 64 FEET EAST-NORTHEAST OF A FENCE.  THE UNDERGROUND
 CP2976'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CP2976'BELOW THE GROUND SURFACE.
 CP2976'
 CP2976'TRIANGULATION STATION HOLLY 1931 ARE STANDARD DISKS STAMPED HOLLY
 CP2976'1931.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 CP2976'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 65
 CP2976'FEET WEST OF THE CENTER OF THE DRIVEWAY, 3 FEET WEST OF A STEEL
 CP2976'WATER VAT AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 CP2976'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2976'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP2976'
 CP2976'THE AZIMUTH MARK, A STANDARD DISK STAMPED HOLLY 1931 1968, IS SET
 CP2976'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP2976'1 INCH ABOVE THE GROUND SURFACE.  IT IS 55 FEET SOUTH OF THE
 CP2976'CENTERLINE OF U.S. HIGHWAY 80, 45 FEET NORTH OF THE NORTH RAIL OF
 CP2976'A RAILROAD TRACKS AND 1 FOOT WEST OF A METAL WITNESS POST.
 CP2976'
 CP2976'TO REACH THE AZIMUTH MARK FROM THE FRANKLIN LUMBER COMPANY, GO WEST
 CP2976'ON U.S. HIGHWAY 80 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CP2976'
 CP2976'HEIGHT OF LIGHT ABOVE STATION MARK 38.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2862 ***********************************************************************
 CP2862  DESIGNATION -  HOLLYBROOK E CARROL ELEVATOR
 CP2862  PID         -  CP2862
 CP2862  STATE/COUNTY-  LA/EAST CARROLL
 CP2862  USGS QUAD   -  TRANSYLVANIA (1994)
 CP2862
 CP2862                         *CURRENT SURVEY CONTROL
 CP2862  ___________________________________________________________________
 CP2862* NAD 83(1992)-  32 44 08.64672(N)    091 10 44.70094(W)     ADJUSTED  
 CP2862* NAVD 88     -                                                        
 CP2862  ___________________________________________________________________
 CP2862  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 CP2862  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2862
 CP2862  HORZ ORDER  -  THIRD
 CP2862
 CP2862.The horizontal coordinates were established by classical geodetic methods
 CP2862.and adjusted by the National Geodetic Survey in May 1994..
 CP2862
 CP2862
 CP2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2862
 CP2862.The geoid height was determined by GEOID03.
 CP2862
 CP2862;                    North         East     Units Scale Factor Converg.
 CP2862;SPC LA N     -   248,651.182 1,123,809.545   MT  1.00001648   +0 41 54.1
 CP2862;SPC LA N     -   815,783.09  3,687,031.82   sFT  1.00001648   +0 41 54.1
 CP2862;SPC MS W     -   359,049.699   620,729.898   MT  1.00002745   -0 27 26.6
 CP2862;SPC MS W     - 1,177,982.22  2,036,511.34   sFT  1.00002745   -0 27 26.6
 CP2862;UTM  15      - 3,623,457.583   670,619.725   MT  0.99995897   +0 59 05.7
 CP2862
 CP2862                          SUPERSEDED SURVEY CONTROL
 CP2862
 CP2862  NAD 83(1992)-  32 44 08.65424(N)    091 10 44.69707(W) AD(       ) 4
 CP2862  NAD 83(1986)-  32 44 08.65918(N)    091 10 44.69464(W) AD(       ) 4
 CP2862  NAD 27      -  32 44 08.18300(N)    091 10 44.30200(W) AD(       ) 3
 CP2862
 CP2862.Superseded values are not recommended for survey control.
 CP2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2862.See file dsdata.txt to determine how the superseded data were derived.
 CP2862
 CP2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7062023458(NAD 83)
 CP2862_MARKER: 63 = STACK
 CP2862
 CP2862  HISTORY     - Date     Condition        Report By
 CP2862  HISTORY     - 1958     FIRST OBSERVED   CGS
 CP2862
 CP2862                          STATION DESCRIPTION
 CP2862
 CP2862'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2862'THE STATION IS THE TOP-CENTER OF THE HEADHOUSE.  THE HEADHOUSE
 CP2862'IS METAL COVERED, GRAY IN COLOR AND 113 FEET HIGH.  IT IS ON
 CP2862'THE WEST END OF A GROUP OF WOOD CYLINDERS WHICH ARE WHITE
 CP2862'IN COLOR AND ARE USED FOR THE STORAGE OF GRAIN.  IT IS ABOUT
 CP2862'4-1/2 MILES SOUTH OF LAKE PROVIDENCE AND ALONG THE EAST SIDE
 CP2862'OF THE MISSOURI-PACIFIC RAILROAD TRACK AND U.S. HIGHWAY 65.
 CP2862'IT IS IN THE SMALL COMMUNITY OF HOLLYBROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0364 ***********************************************************************
 AV0364  DESIGNATION -  HOLLYND
 AV0364  PID         -  AV0364
 AV0364  STATE/COUNTY-  LA/CAMERON
 AV0364  USGS QUAD   -  HOLLY BEACH (1982)
 AV0364
 AV0364                         *CURRENT SURVEY CONTROL
 AV0364  ___________________________________________________________________
 AV0364* NAD 83(1992)-  29 46 04.02224(N)    093 24 40.59486(W)     ADJUSTED  
 AV0364* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0364  **This station is located in a subsidence area (see below).
 AV0364  ___________________________________________________________________
 AV0364  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0364  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AV0364  DYNAMIC HT  -           1.4   (meters)       5.    (feet)  COMP
 AV0364  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 AV0364
 AV0364  HORZ ORDER  -  SECOND
 AV0364  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0364
 AV0364.The horizontal coordinates were established by classical geodetic methods
 AV0364.and adjusted by the National Geodetic Survey in January 1993..
 AV0364
 AV0364 ** The orthometric height has not been validated since last determined
 AV0364 ** by differential leveling and should not be used for control purposes.
 AV0364 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0364 ** area with valid NAVD 88 orthometric heights.
 AV0364 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0364 ** epoch indicated which incorporates improved geoid heights for the
 AV0364 ** Southern Louisiana Subsidence area.
 AV0364 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0364.The orthometric height was scaled from a topographic map.
 AV0364.The vertical order pertains to the NGVD 29 superseded value.
 AV0364
 AV0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0364
 AV0364.The geoid height was determined by GEOID03.
 AV0364
 AV0364.The dynamic height is computed by dividing the NAVD 88
 AV0364.geopotential number by the normal gravity value computed on the
 AV0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0364.degrees latitude (g = 980.6199 gals.).
 AV0364
 AV0364.The modeled gravity was interpolated from observed gravity values.
 AV0364
 AV0364;                    North         East     Units Scale Factor Converg.
 AV0364;SPC LA S     -   142,348.902   799,066.151   MT  0.99993397   -1 02 20.4
 AV0364;SPC LA S     -   467,023.02  2,621,602.86   sFT  0.99993397   -1 02 20.4
 AV0364;UTM  15      - 3,293,125.235   460,241.148   MT  0.99961950   -0 12 15.1
 AV0364
 AV0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0364!SPC LA S     -   1.00000398  x   0.99993397  =   0.99993795
 AV0364!UTM  15      -   1.00000398  x   0.99961950  =   0.99962348
 AV0364
 AV0364:                Primary Azimuth Mark                     Grid Az
 AV0364:SPC LA S     -  CAMERON RADIO STA KKS 888 MAST           072 42 15.2
 AV0364:UTM  15      -  CAMERON RADIO STA KKS 888 MAST           071 52 09.9
 AV0364
 AV0364|---------------------------------------------------------------------|
 AV0364| PID    Reference Object                     Distance      Geod. Az  |
 AV0364|                                                           dddmmss.s |
 AV0364| AV0812 CAMERON RADIO STA KKS 888 MAST      APPROX. 9.0 KM 0713954.8 |
 AV0364| AV0813 CAMERON INDEP TELEPHONE CO MST      APPROX.11.0 KM 0760942.4 |
 AV0364| AV0824 CAMERON J WELL SURVEY INC MAST      APPROX.11.1 KM 0764948.1 |
 AV0364| AV0820 CAMERON RADIO STA KKD 814 MAST      APPROX.11.1 KM 0782336.4 |
 AV0364| CV9891 HOLLYND RM 1                         40.258 METERS 09547     |
 AV0364| CV9893 HOLLYND RM 3                         21.564 METERS 09609     |
 AV0364| AV0804 PHILLIPS DA DERRICK                 APPROX.11.0 KM 1445432.5 |
 AV0364| AV0362 HOLLYND AZ MK 2                                    2781706.6 |
 AV0364| CV9889 HOLLYND AZ MK                                      2791936.1 |
 AV0364| CV9892 HOLLYND RM 2                         38.822 METERS 33424     |
 AV0364| AV0363 HOLLYND RM 4                         23.516 METERS 35143     |
 AV0364|---------------------------------------------------------------------|
 AV0364
 AV0364                          SUPERSEDED SURVEY CONTROL
 AV0364
 AV0364  NAD 83(1986)-  29 46 04.04708(N)    093 24 40.57682(W) AD(       ) 2
 AV0364  NAD 27      -  29 46 03.23600(N)    093 24 40.01700(W) AD(       ) 2
 AV0364  NGVD 29 (??/??/??)    1.421  (m)            4.66   (f) ADJUSTED    1 2
 AV0364
 AV0364.Superseded values are not recommended for survey control.
 AV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0364.See file dsdata.txt to determine how the superseded data were derived.
 AV0364
 AV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6024193125(NAD 83)
 AV0364_MARKER: DS = TRIANGULATION STATION DISK
 AV0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0364_STAMPING: HOLLYND 1955
 AV0364_MARK LOGO: CGS   
 AV0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0364+STABILITY: SURFACE MOTION
 AV0364
 AV0364  HISTORY     - Date     Condition        Report By
 AV0364  HISTORY     - 1955     MONUMENTED       CGS
 AV0364  HISTORY     - 1963     GOOD             CGS
 AV0364  HISTORY     - 1965     GOOD             CGS
 AV0364  HISTORY     - 1965     GOOD             CGS
 AV0364  HISTORY     - 19750103 MARK NOT FOUND   NGS
 AV0364  HISTORY     - 19750103 MARK NOT FOUND   USGS
 AV0364  HISTORY     - 1981     GOOD             NGS
 AV0364  HISTORY     - 1984     GOOD             NGS
 AV0364
 AV0364                          STATION DESCRIPTION
 AV0364
 AV0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0364'STATION IS LOCATED ALONG THE COAST, ABOUT 2.5 MILES EAST OF
 AV0364'THE VILLAGE OF HOLLY BEACH AND 5.5 MILES WEST SOUTHWEST OF
 AV0364'CAMERON.
 AV0364'
 AV0364'TO REACH THE STATION FROM HOLLY BEACH, DRIVE EAST ON STATE
 AV0364'HIGHWAY 104 FOR 2.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AV0364'CONTINUE EAST FOR 0.15 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND
 AV0364'DRIVE SOUTH ON NARROW SHELL ROAD FOR 0.1 MILE, THENCE TURN
 AV0364'LEFT AND DRIVE EAST ALONG BEACH FOR 0.1 MILE TO STATION.
 AV0364'
 AV0364'SURFACE-STATION MARK, A STANDARD STATION MARK DISK STAMPED
 AV0364'HOLLYND 1955, IS SET IN THE TOP OF A CONCRETE POST WHICH IS
 AV0364'10 INCHES WIDE BY 12 INCHES LONG AND PROJECTS 6 INCHES ABOVE
 AV0364'THE SURFACE OF THE GROUND.  THE MARK IS 5.5 FEET SOUTH OF A
 AV0364'WHITE WITNESS POST, 90 FEET NORTH OF THE HIGH TIDE LINE AND
 AV0364'204.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT
 AV0364'UNDER STATE HIGHWAY 104.
 AV0364'
 AV0364'UNDERGROUND-STATION MARK, A STANDARD STATION MARK DISK STAMPED
 AV0364'HOLLY 1955, IS SET IN THE TOP OF A MASS OF CONCRETE ABOUT
 AV0364'6 INCHES IN DIAMETER AND 36 INCHES BELOW THE SURFACE OF THE
 AV0364'GROUND, ITS CENTER BEING PLUMB WITH THE CENTER OF THE
 AV0364'SURFACE-STATION MARK.
 AV0364'
 AV0364'ORIGINAL STAMPING OF ALL MARKS WAS HOLLY 1955, BUT TO KEEP
 AV0364'FROM CONFLICTING WITH ANOTHER STATION HOLLY IN THIS AREA
 AV0364'STAMPING ON ALL SURFACE MARKS WAS CHANGED TO READ HOLLYND 1955.
 AV0364'
 AV0364'REFERENCE MARK 1, A STANDARD REFERENCE MARK DISK STAMPED
 AV0364'HOLLYND NO 1 1955, IS SET IN THE TOP OF A CONCRETE POST
 AV0364'WHICH IS 10 INCHES WIDE BY 12 INCHES LONG AND PROJECTS 4
 AV0364'INCHES ABOVE THE GROUND.  IT IS 90 FEET NORTH OF HIGH TIDE
 AV0364'LINE.
 AV0364'
 AV0364'REFERENCE MARK 2, A STANDARD DISK STAMPED HOLLYND NO 2 1955,
 AV0364'IS SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES WIDE
 AV0364'BY 12 INCHES LONG AND PROJECTS 3 INCHES ABOVE THE GROUND.
 AV0364'IT IS 112 FEET SOUTH OF CENTER OF STATE HIGHWAY 104.
 AV0364'
 AV0364'AZIMUTH MARK, A STANDARD DISK STAMPED HOLLYND 1955, IS SET
 AV0364'IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES WIDE BY 12
 AV0364'INCHES LONG AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 29
 AV0364'FEET SOUTH OF STATE HIGHWAY 104, 3 FEET NORTH OF A WHITE
 AV0364'WITNESS POST AND 54 FEET WEST NORTHWEST OF TELEPHONE POLE
 AV0364'NO. SPC 10-54-7 20.
 AV0364'
 AV0364'OBSERVATIONS WERE MADE FROM THE TOP OF A 116 FOOT STEEL TOWER.
 AV0364
 AV0364                          STATION RECOVERY (1963)
 AV0364
 AV0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0364'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AV0364'THE REFERENCE MARKS WERE NOT RECOVERED, THEY HAVE PROBABLY
 AV0364'HAVE BEEN COVERED OVER FROM STORM DAMAGES.  THE AZIMUTH MARK
 AV0364'HAS BEEN DESTROYED BY THE NEW ROAD CONSTRUCTION.  TWO NEW
 AV0364'REFERENCE MARKS WERE SET AND AN AZIMUTH AT THIS TIME.
 AV0364'
 AV0364'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 AV0364'82 AND 27 AT HOLLY BEACH, GO EASTERLY ON THE HIGHWAYS FOR
 AV0364'2.45 MILES TO THE AZIMUTH ON THE RIGHT, CONTINUE EASTERLY
 AV0364'FOR 0.35 TO THE STATION ON THE RIGHT AS DESCRIBED.
 AV0364'
 AV0364'THE STATION IS 4.8 FEET WEST-NORTHWEST OF A 3 INCH DIAMETER
 AV0364'CREOSOTE WOOD WITNESS POST AND SIGN.  41.0 FEET NORTH OF THE
 AV0364'HIGH TIDE LINE.  270 FEET SOUTH OF CENTER OF STATE HIGHWAYS
 AV0364'82 AND 27.
 AV0364'
 AV0364'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED HOLLYND NO 3
 AV0364'1955, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AV0364'4 INCHES FROM THE GROUND SURFACE.  IT IS 41.0 FEET NORTH OF
 AV0364'THE HIGH TIDE LINE.  66.5 FEET EAST OF A 3 INCH DIAMETER
 AV0364'CREOSOTE WOOD WITNESS POST AND SIGN.  270 FEET SOUTH OF CENTER
 AV0364'OF STATE HIGHWAYS 82 AND 27.
 AV0364'
 AV0364'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED HOLLYND NO 4
 AV0364'1955, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AV0364'6 INCHES FROM THE GROUND.  IT IS 115 FEET NORTH OF THE HIGH
 AV0364'TIDE LINE.  79.8 FEET NORTH-NORTHWEST OF A 3 INCH DIAMETER
 AV0364'CREOSOTE WOOD WITNESS POST AND SIGN.  193 FEET SOUTH OF THE
 AV0364'CENTER OF STATE HIGHWAYS 82 AND 27.
 AV0364'
 AV0364'AZIMUTH MARK IS A STANDARD DISK STAMPED HOLLYND 1963 RESET, SET
 AV0364'IN A 12 X 12 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH
 AV0364'WITH THE GROUND.  IT IS 2.8 FEET EAST OF POWERLINE POLE NUMBER
 AV0364'1.  3.5 FEET SOUTH-SOUTHEAST OF A 3 INCH DIAMETER CREOSOTE
 AV0364'WOOD WITNESS POST AND SIGN.  68.0 FEET SOUTH OF STATE HIGHWAYS
 AV0364'82 AND 27.
 AV0364'
 AV0364'HEIGHT OF LIGHT ABOVE STATION MARK 26.09 METERS.
 AV0364
 AV0364                          STATION RECOVERY (1965)
 AV0364
 AV0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0364'THE STATION MARK, STAMPED HOLLYND 1955, IS ABOUT 2.4 MILES
 AV0364'EAST ALONG STATE HIGHWAY 27 FROM THE CATHOLIC CHURCH AT HOLLY
 AV0364'BEACH, ABOUT 0.15 MILE EAST OF A ROAD LEADING SOUTH TO THE
 AV0364'BEACH, AT THE EDGE OF SOME GRASS NEAR THE HIGH WATER LINE,
 AV0364'256 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 201 FEET SOUTH
 AV0364'OF THE SOUTH END OF A 24-INCH CONCRETE CULVERT, 177 FEET
 AV0364'SOUTHWEST OF POWER POLE NUMBER 79, 1.1 FEET SOUTH OF A WOODEN
 AV0364'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 AV0364'OF A CONCRETE POST ABOUT 4 INCHES BELOW THE LEVEL OF THE
 AV0364'GROUND.
 AV0364'
 AV0364'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0364'
 AV0364'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0364'
 AV0364'R.M. 4, STAMPED HOLLYND NO 4 1955, IS 77-1/2 FEET NORTHWEST
 AV0364'OF THE STATION, 152 FEET SOUTH OF THE CENTER LINE OF THE
 AV0364'HIGHWAY, 124 FEET SOUTH OF THE SOUTH END OF A 24-INCH CONCRETE
 AV0364'CULVERT, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 AV0364'OF A CONCRETE POST PROJECTING 4 INCHES.
 AV0364'
 AV0364'AZIMUTH MARK, STAMPED HOLLYND 1963 RESET IA ABOUT 1.95 MILES
 AV0364'EAST ALONG STATE HIGHWAY 27 FROM THE CATHOLIC CHURCH AT HOLLY
 AV0364'BEACH, ABOUT 0.2 MILE EAST OF A ROAD LEADING SOUTH TO THE
 AV0364'BEACH, 68 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2-1/2
 AV0364'FEET EAST OF POWER POLE NUMBER 71, 1.0 FOOT SOUTH OF A WOODEN
 AV0364'WITNESS POST, ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 AV0364'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AV0364
 AV0364                          STATION RECOVERY (1965)
 AV0364
 AV0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0364'2.4 MI E FROM HOLLY BEACH.
 AV0364'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY 27 FROM THE CATHOLIC CHURCH
 AV0364'AT HOLLY BEACH, ABOUT 0.15 MILE EAST OF A ROAD LEADING SOUTH TO THE
 AV0364'BEACH, AT THE EDGE OF SOME GRASS NEAR THE HIGH WATER LINE, 256 FEET
 AV0364'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 201 FEET SOUTH OF THE SOUTH
 AV0364'END OF A 24-INCH CONCRETE CULVERT, 177 FEET SOUTHWEST OF POWER POLE
 AV0364'NUMBER 79, 1.1 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH
 AV0364'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES
 AV0364'BELOW THE GROUND.
 AV0364
 AV0364                          STATION RECOVERY (1975)
 AV0364
 AV0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JPS)
 AV0364'MARK NOT FOUND.
 AV0364
 AV0364                          STATION RECOVERY (1975)
 AV0364
 AV0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JFS)
 AV0364'MARK NOT FOUND.
 AV0364
 AV0364                          STATION RECOVERY (1981)
 AV0364
 AV0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AV0364'NOTE-- THAT THE MARK IS NOW 3 FEET BELOW THE LEVEL OF THE SAND.
 AV0364
 AV0364                          STATION RECOVERY (1984)
 AV0364
 AV0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AV0364'ABOUT 5 KM (3.1 MI) EAST ON STATE HIGHWAY 82 FROM THE JUNCTION OF
 AV0364'STATE HIGHWAYS 27 AND 82 IN HOLLY BEACH, 0.28 KM (0.2 MI) EAST OF A
 AV0364'ROAD LEADING TO THE BEACH, IN THE MANMADE DUNE LINE. IT IS IN LINE
 AV0364'WITH, AND 66 METERS SOUTH OF A 60 CM DRAIN PIPE UNDER THE HIGHWAY,
 AV0364'61.7 METERS SOUTH OF THE RIGHT-OF-WAY FENCE, 69 METERS SOUTHEAST OF A
 AV0364'UTILITY POLE WITH WITNESS SIGN, 25.6 METERS SOUTH-SOUTHEAST OF A
 AV0364'METAL WITNESS POST AT REFERENCE MARK 4, 0.3 METER SOUTH OF A METAL
 AV0364'WITNESS POST ALMOST COVERED BY DUNE, 0.5 METER SOUTH OF THE DUNE LINE
 AV0364'AND 1.5 METERS UNDER THE DUNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3303 ***********************************************************************
 BK3303  DESIGNATION -  HOLLYWOOD
 BK3303  PID         -  BK3303
 BK3303  STATE/COUNTY-  LA/CALCASIEU
 BK3303  USGS QUAD   -  WESTLAKE (1996)
 BK3303
 BK3303                         *CURRENT SURVEY CONTROL
 BK3303  ___________________________________________________________________
 BK3303* NAD 83(1992)-  30 14 04.75663(N)    093 19 30.36540(W)     ADJUSTED  
 BK3303* NAVD 88     -         4.7  **(meters)      15.   **(feet)  GPS OBS   
 BK3303  **This station is located in a subsidence area (see below).
 BK3303  ___________________________________________________________________
 BK3303  X           -    -319,888.425 (meters)                     COMP
 BK3303  Y           -  -5,505,899.861 (meters)                     COMP
 BK3303  Z           -   3,192,863.086 (meters)                     COMP
 BK3303  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BK3303  ELLIP HEIGHT-         -22.72  (meters)          (02/20/02) GPS OBS
 BK3303  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3303
 BK3303  HORZ ORDER  -  FIRST
 BK3303  ELLP ORDER  -  FOURTH    CLASS I
 BK3303
 BK3303.The horizontal coordinates were established by GPS observations
 BK3303.and adjusted by the National Geodetic Survey in January 1995..
 BK3303
 BK3303 ** The orthometric height has not been validated since last determined
 BK3303 ** by differential leveling and should not be used for control purposes.
 BK3303 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3303 ** area with valid NAVD 88 orthometric heights.
 BK3303 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3303 ** epoch indicated which incorporates improved geoid heights for the
 BK3303 ** Southern Louisiana Subsidence area.
 BK3303 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3303.The orthometric height was determined by GPS observations and a
 BK3303.high-resolution geoid model.
 BK3303
 BK3303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3303
 BK3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3303
 BK3303.The ellipsoidal height was determined by GPS observations
 BK3303.and is referenced to NAD 83.
 BK3303
 BK3303.The geoid height was determined by GEOID03.
 BK3303
 BK3303;                    North         East     Units Scale Factor Converg.
 BK3303;SPC LA S     -   193,943.172   808,297.737   MT  0.99993404   -0 59 45.3
 BK3303;SPC LA S     -   636,295.22  2,651,890.16   sFT  0.99993404   -0 59 45.3
 BK3303;UTM  15      - 3,344,832.138   468,718.660   MT  0.99961207   -0 09 49.3
 BK3303
 BK3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3303!SPC LA S     -   1.00000357  x   0.99993404  =   0.99993761
 BK3303!UTM  15      -   1.00000357  x   0.99961207  =   0.99961564
 BK3303
 BK3303                          SUPERSEDED SURVEY CONTROL
 BK3303
 BK3303  ELLIP H (01/13/95)  -22.64   (m)                       GP(       ) 3 2
 BK3303  NAD 83(1992)-  30 14 04.75642(N)    093 19 30.36286(W) AD(       ) 1
 BK3303  ELLIP H (01/21/93)  -22.67   (m)                       GP(       ) 4 2
 BK3303  NAD 83(1986)-  30 14 04.77728(N)    093 19 30.35232(W) AD(       ) 1
 BK3303  NGVD 29 (05/20/88)    4.6    (m)           15.     (f) GPS OBS        
 BK3303
 BK3303.Superseded values are not recommended for survey control.
 BK3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3303.See file dsdata.txt to determine how the superseded data were derived.
 BK3303
 BK3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6871944832(NAD 83)
 BK3303_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3303_STAMPING: HOLLYWOOD 1987
 BK3303_MARK LOGO: NGS   
 BK3303_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3303+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1990
 BK3303
 BK3303  HISTORY     - Date     Condition        Report By
 BK3303  HISTORY     - 1987     MONUMENTED       LADTD
 BK3303  HISTORY     - 19901226 GOOD             VFM
 BK3303  HISTORY     - 19970208 GOOD             USPSQD
 BK3303  HISTORY     - 20021102 GOOD             USPSQD
 BK3303  HISTORY     - 20040202 GOOD             USPSQD
 BK3303  HISTORY     - 20060311 GOOD             USPSQD
 BK3303
 BK3303                          STATION DESCRIPTION
 BK3303
 BK3303'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3303'THE STATION IS LOCATED IN HOLLYWOOD, 5 KM (3.1 MI) EAST OF SULPHUR,
 BK3303'0.2 KM (0.15 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3303'HIGHWAY 108, IN A GRASS PLOT NEAR A VACANT DRIVE-IN BANK.
 BK3303'OWNERSHIP--VERNON MEYER AND ASSOCIATES, PO BOX 2179, SULPHUR LA
 BK3303'70664  PHONE 318-625-8353.
 BK3303'
 BK3303'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3303'HIGHWAY 108, GO SOUTH FOR 0.2 KM (0.15 MI) ON HIGHWAY 108 TO THE
 BK3303'STATION ON THE RIGHT.  TO REACH THE AZIMUTH FROM THE JUNCTION,
 BK3303'GO EAST FOR 0.3 KM (0.2 MI) ON HIGHWAY 90 TO A DRIVE ON THE RIGHT
 BK3303'TO THE ALL-PHASE SUPPLY COMPANY.  TURN RIGHT AND GO SOUTH FOR 33.5
 BK3303'METERS (110 FT) INTO THE PARKING LOT TO THE NORTHWEST CORNER AND
 BK3303'THE MARK ON THE RIGHT.
 BK3303'
 BK3303'THE STATION IS A STANDARD NGS DISK
 BK3303'STAMPED---HOLLYWOOD 1987---,
 BK3303'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3303'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3303'40.6 METERS (133 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BK3303'7.5 METERS (24.5 FT) SOUTH FROM THE CENTER OF A PAVED LANE LEADING
 BK3303'TO A MARKET BASKET GROCERY STORE,
 BK3303'20.7 METERS (68 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 BK3303'VACANT BUILDING,
 BK3303'4.7 METERS (15.5 FT) WEST FROM A UTILITY POLE AND
 BK3303'0.4 METERS (1.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 BK3303'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3303'STAMPED---HOLLYWOOD 1987---,
 BK3303'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3303'
 BK3303'AZIMUTH MARK NO. 1 IS A STANDARD NGS STATION DISK
 BK3303'STAMPED---HOLLYWOOD 1987---,
 BK3303'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3303'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3303'31.9 METERS (104.5 FT) SOUTH FROM THE CENTER OF HIGHWAY 90,
 BK3303'11.6 METERS (38 FT) SOUTH FROM A UTILITY POLE WITH YARD LIGHTS,
 BK3303'10.8 METERS (35.5 FT) WEST FROM THE WEST EDGE OF THE ENTRANCE DIRVE,
 BK3303'1.7 METERS (5.5 FT) NORTH FROM THE NORTHWEST CORNER OF THE PARKING
 BK3303'LOT,
 BK3303'0.4 METERS (1.5 FT) EAST FROM A FIBERGLASS WITNESS POST AND
 BK3303'29 METERS (95 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF THE
 BK3303'BUILDING.
 BK3303'TO REACH THE AZIMUTH FROM THE STATION,
 BK3303'GO NORTH FOR 0.2 KM (0.15 MI) ON HIGHWAY 108 TO THE JUNCTION OF
 BK3303'HIGHWAY 108 AND HIGHWAY 90.
 BK3303'TURN RIGHT AND GO EAST FOR 0.3 KM (0.2 MI) ON HIGHWAY 90 TO A DRIVE
 BK3303'ON THE RIGHT TO THE ALL-PHASE CUPPLY COMPANY.  TURN RIGHT AND GO
 BK3303'SOUTH INTO THE PARKING AREA TO THE NORTHWEST CORNER OF THE PARKING
 BK3303'LOT AND THE MARK ON THE RIGHT.
 BK3303
 BK3303                          STATION RECOVERY (1990)
 BK3303
 BK3303'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3303'RECOVERED AS DESCRIBED.
 BK3303
 BK3303                          STATION RECOVERY (1997)
 BK3303
 BK3303'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3303'RECOVERED IN GOOD CONDITION.
 BK3303
 BK3303                          STATION RECOVERY (2002)
 BK3303
 BK3303'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 BK3303'RECOVERED IN GOOD CONDITION.
 BK3303
 BK3303                          STATION RECOVERY (2004)
 BK3303
 BK3303'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3303'RECOVERED IN GOOD CONDITION.
 BK3303
 BK3303                          STATION RECOVERY (2006)
 BK3303
 BK3303'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK3303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6233 ***********************************************************************
 AH6233  DESIGNATION -  HOLLYWOOD
 AH6233  PID         -  AH6233
 AH6233  STATE/COUNTY-  LA/TERREBONNE
 AH6233  USGS QUAD   -  HOUMA (1980)
 AH6233
 AH6233                         *CURRENT SURVEY CONTROL
 AH6233  ___________________________________________________________________
 AH6233* NAD 83(1992)-  29 36 20.84102(N)    090 44 45.47396(W)     ADJUSTED  
 AH6233* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AH6233  **This station is located in a subsidence area (see below).
 AH6233  ___________________________________________________________________
 AH6233  X           -     -72,255.854 (meters)                     COMP
 AH6233  Y           -  -5,549,485.081 (meters)                     COMP
 AH6233  Z           -   3,132,444.112 (meters)                     COMP
 AH6233  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6233  ELLIP HEIGHT-         -22.76  (meters)          (02/21/02) GPS OBS
 AH6233  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6233
 AH6233  HORZ ORDER  -  FIRST
 AH6233  ELLP ORDER  -  FIFTH     CLASS I
 AH6233
 AH6233.The horizontal coordinates were established by GPS observations
 AH6233.and adjusted by the National Geodetic Survey in December 1998..
 AH6233
 AH6233 ** The orthometric height has not been validated since last determined
 AH6233 ** by differential leveling and should not be used for control purposes.
 AH6233 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6233 ** area with valid NAVD 88 orthometric heights.
 AH6233 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6233 ** epoch indicated which incorporates improved geoid heights for the
 AH6233 ** Southern Louisiana Subsidence area.
 AH6233 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6233.The orthometric height was determined by GPS observations and a
 AH6233.high-resolution geoid model.
 AH6233
 AH6233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6233
 AH6233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6233
 AH6233.The ellipsoidal height was determined by GPS observations
 AH6233.and is referenced to NAD 83.
 AH6233
 AH6233.The geoid height was determined by GEOID03.
 AH6233
 AH6233;                    North         East     Units Scale Factor Converg.
 AH6233;SPC LA S     -   122,717.198 1,056,892.505   MT  0.99994936   +0 17 37.3
 AH6233;SPC LA S     -   402,614.67  3,467,488.16   sFT  0.99994936   +0 17 37.3
 AH6233;UTM  15      - 3,277,226.763   718,279.567   MT  1.00018792   +1 06 50.4
 AH6233
 AH6233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6233!SPC LA S     -   1.00000357  x   0.99994936  =   0.99995293
 AH6233!UTM  15      -   1.00000357  x   1.00018792  =   1.00019150
 AH6233
 AH6233:                Primary Azimuth Mark                     Grid Az
 AH6233:SPC LA S     -  HOLLYWOOD AZ MK                          186 47 37.2
 AH6233:UTM  15      -  HOLLYWOOD AZ MK                          185 58 24.1
 AH6233
 AH6233|---------------------------------------------------------------------|
 AH6233| PID    Reference Object                     Distance      Geod. Az  |
 AH6233|                                                           dddmmss.s |
 AH6233| AH6234 HOLLYWOOD AZ MK                     412.135 METERS 1870514.5 |
 AH6233|---------------------------------------------------------------------|
 AH6233
 AH6233                          SUPERSEDED SURVEY CONTROL
 AH6233
 AH6233  ELLIP H (12/17/98)  -22.72   (m)                       GP(       ) 4 2
 AH6233
 AH6233.Superseded values are not recommended for survey control.
 AH6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6233.See file dsdata.txt to determine how the superseded data were derived.
 AH6233
 AH6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1828077227(NAD 83)
 AH6233_MARKER: DD = SURVEY DISK
 AH6233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6233_STAMPING: HOLLYWOOD 1989
 AH6233_MARK LOGO: LA-109
 AH6233_PROJECTION: FLUSH
 AH6233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6233+STABILITY: SURFACE MOTION
 AH6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6233+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6233
 AH6233  HISTORY     - Date     Condition        Report By
 AH6233  HISTORY     - 1990     MONUMENTED       GSENG
 AH6233
 AH6233                          STATION DESCRIPTION
 AH6233
 AH6233'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6233'MONUMENT IS LOCATED IN THE CITY OF HOUMA, (TOWNSHIP 17 SOUTH RANGE 17
 AH6233'EAST SECTION 5) AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF
 AH6233'TUNNEL BOULEVARD AND HOLLYWOOD ROAD, IN THE RIGHT-OF-WAY IN FRONT OF
 AH6233'THE SHONEYS RESTAURANT.  MONUMENT IS A TERREBONNE PARISH L.I.S. BRASS
 AH6233'DISK SET IN CONCRETE AND IS RECESSED 0.35 FT (10.67 CM) BELOW THE
 AH6233'GROUND SURFACE AND IS STAMPED HOLLYWOOD 1989. MONUMENT IS 48.13 FT
 AH6233'(14.67 M) SOUTHLERY OF A METAL LIGHT POST WITH A CONCRETE BASE WITH A
 AH6233'CROSS CHISELED UPON IT, 35.20 FT (10.73 M) NORTHWESTERLY OF A POWER
 AH6233'POLE WITH A NAIL/SHINER, 37.41 FT (11.40 M) NORTHERLY OF A POWER POLE
 AH6233'WITH A NAIL/SHINER.  MONUMENT IS 70.20 FT (21.40 M) NORTHWEST OF THE
 AH6233'CENTELRINE OF HOLLYWOOD ROAD AND 80.50 FT (24.54 M) NORTHEAST OF THE
 AH6233'CENTERLINE OF MARTIN LUTHER KING BLVD. MONUMENT IS LOCATED IN FRONT OF
 AH6233'SHONEYS RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3304 ***********************************************************************
 BK3304  DESIGNATION -  HOLLYWOOD AZ MK
 BK3304  PID         -  BK3304
 BK3304  STATE/COUNTY-  LA/CALCASIEU
 BK3304  USGS QUAD   -  WESTLAKE (1996)
 BK3304
 BK3304                         *CURRENT SURVEY CONTROL
 BK3304  ___________________________________________________________________
 BK3304* NAD 83(1992)-  30 14 11.93935(N)    093 19 19.45686(W)     ADJUSTED  
 BK3304* NAVD 88     -         5.   **(meters)      16.   **(feet)  VERTCON   
 BK3304  **This station is located in a subsidence area (see below).
 BK3304  ___________________________________________________________________
 BK3304  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK3304  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3304
 BK3304  HORZ ORDER  -  SECOND
 BK3304
 BK3304.The horizontal coordinates were established by classical geodetic methods
 BK3304.and adjusted by the National Geodetic Survey in January 1993..
 BK3304.No horizontal observational check was made to the station.
 BK3304
 BK3304 ** The orthometric height has not been validated since last determined
 BK3304 ** by differential leveling and should not be used for control purposes.
 BK3304 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3304 ** area with valid NAVD 88 orthometric heights.
 BK3304 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3304 ** epoch indicated which incorporates improved geoid heights for the
 BK3304 ** Southern Louisiana Subsidence area.
 BK3304 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3304.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3304
 BK3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3304
 BK3304.The geoid height was determined by GEOID03.
 BK3304
 BK3304;                    North         East     Units Scale Factor Converg.
 BK3304;SPC LA S     -   194,159.239   808,593.189   MT  0.99993418   -0 59 39.8
 BK3304;SPC LA S     -   637,004.10  2,652,859.49   sFT  0.99993418   -0 59 39.8
 BK3304;UTM  15      - 3,345,052.403   469,010.849   MT  0.99961185   -0 09 43.9
 BK3304
 BK3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3304!SPC LA S     -   1.00000356  x   0.99993418  =   0.99993774
 BK3304!UTM  15      -   1.00000356  x   0.99961185  =   0.99961541
 BK3304
 BK3304                          SUPERSEDED SURVEY CONTROL
 BK3304
 BK3304  NAD 83(1986)-  30 14 11.96021(N)    093 19 19.44635(W) AD(       ) 2
 BK3304  NGVD 29 (05/20/88)    5.     (m)           16.     (f) VERT ANG       
 BK3304
 BK3304.Superseded values are not recommended for survey control.
 BK3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3304.See file dsdata.txt to determine how the superseded data were derived.
 BK3304
 BK3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6901145052(NAD 83)
 BK3304_MARKER: DZ = AZIMUTH MARK DISK
 BK3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3304_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3304+STABILITY: SURFACE MOTION
 BK3304
 BK3304  HISTORY     - Date     Condition        Report By
 BK3304  HISTORY     - 1987     MONUMENTED       LADTD
 BK3304  HISTORY     - 19970208 GOOD             USPSQD
 BK3304  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BK3304
 BK3304                          STATION DESCRIPTION
 BK3304
 BK3304'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3304'THE STATION IS LOCATED IN HOLLYWOOD, 5.3 KM (3.3 MI) EAST OF
 BK3304'SULPHUR, 0.3 KM (0.2 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 90
 BK3304'AND STATE HIGHWAY 108 IN THE NORTHWEST CORNER OF A PAVED PARKING
 BK3304'LOT TO THE ALL-PHASE SUPPLY COMPANY.
 BK3304'OWNERSHIP--VERNON MEYER AND ASSOCIATES, PO BOX 2179, SULPHUR, LA.
 BK3304'70664  PHONE 318-625-8353.
 BK3304'
 BK3304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3304'HIGHWAY 108, GO EAST FOR 0.3 KM (0.2 MI) ON HIGHWAY 90 TO A DRIVE
 BK3304'ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 32 METERS (110 FT) INTO
 BK3304'THE PARKING LOT TO THE NORTHWEST CORNER AND THE MARK ON THE RIGHT.
 BK3304'
 BK3304'THE STATION IS A STANDARD NGS STATION DISK
 BK3304'STAMPED---HOLLYWOOD 1987---,
 BK3304'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3304'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3304'29 METERS (95 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF THE
 BK3304'BUILDING,
 BK3304'31.9 METERS (104.5 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BK3304'11.6 METERS (38 FT) SOUTH FROM A UTILITY POLE,
 BK3304'10.8 METERS (35 FT) WEST FROM THE WEST EDGE OF THE ENTRANCE DRIVE
 BK3304'AND
 BK3304'1.7 METERS (5.5 FT) NORTH FROM THE NORTHWEST CORNER OF THE PARKING
 BK3304'LOT.
 BK3304
 BK3304                          STATION RECOVERY (1997)
 BK3304
 BK3304'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3304'RECOVERED IN GOOD CONDITION.
 BK3304
 BK3304                          STATION RECOVERY (2001)
 BK3304
 BK3304'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BK3304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6234 ***********************************************************************
 AH6234  DESIGNATION -  HOLLYWOOD AZ MK
 AH6234  PID         -  AH6234
 AH6234  STATE/COUNTY-  LA/TERREBONNE
 AH6234  USGS QUAD   -  HOUMA (1980)
 AH6234
 AH6234                         *CURRENT SURVEY CONTROL
 AH6234  ___________________________________________________________________
 AH6234* NAD 83(1992)-  29 36 07.55815(N)    090 44 47.36374(W)     ADJUSTED  
 AH6234* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AH6234  **This station is located in a subsidence area (see below).
 AH6234  ___________________________________________________________________
 AH6234  X           -     -72,309.330 (meters)                     COMP
 AH6234  Y           -  -5,549,686.406 (meters)                     COMP
 AH6234  Z           -   3,132,088.496 (meters)                     COMP
 AH6234  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6234  ELLIP HEIGHT-         -22.80  (meters)          (02/21/02) GPS OBS
 AH6234  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH6234
 AH6234  HORZ ORDER  -  FIRST
 AH6234  ELLP ORDER  -  FIFTH     CLASS I
 AH6234
 AH6234.The horizontal coordinates were established by GPS observations
 AH6234.and adjusted by the National Geodetic Survey in December 1998..
 AH6234
 AH6234 ** The orthometric height has not been validated since last determined
 AH6234 ** by differential leveling and should not be used for control purposes.
 AH6234 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6234 ** area with valid NAVD 88 orthometric heights.
 AH6234 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6234 ** epoch indicated which incorporates improved geoid heights for the
 AH6234 ** Southern Louisiana Subsidence area.
 AH6234 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6234.The orthometric height was determined by GPS observations and a
 AH6234.high-resolution geoid model.
 AH6234
 AH6234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6234
 AH6234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6234
 AH6234.The ellipsoidal height was determined by GPS observations
 AH6234.and is referenced to NAD 83.
 AH6234
 AH6234.The geoid height was determined by GEOID03.
 AH6234
 AH6234;                    North         East     Units Scale Factor Converg.
 AH6234;SPC LA S     -   122,307.977 1,056,843.754   MT  0.99994980   +0 17 36.3
 AH6234;SPC LA S     -   401,272.09  3,467,328.22   sFT  0.99994980   +0 17 36.3
 AH6234;UTM  15      - 3,276,816.789   718,236.669   MT  1.00018769   +1 06 49.0
 AH6234
 AH6234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6234!SPC LA S     -   1.00000358  x   0.99994980  =   0.99995338
 AH6234!UTM  15      -   1.00000358  x   1.00018769  =   1.00019127
 AH6234
 AH6234:                Primary Azimuth Mark                     Grid Az
 AH6234:SPC LA S     -  HOLLYWOOD                                006 47 37.2
 AH6234:UTM  15      -  HOLLYWOOD                                005 58 24.5
 AH6234
 AH6234|---------------------------------------------------------------------|
 AH6234| PID    Reference Object                     Distance      Geod. Az  |
 AH6234|                                                           dddmmss.s |
 AH6234| AH6233 HOLLYWOOD                           412.135 METERS 0070513.5 |
 AH6234|---------------------------------------------------------------------|
 AH6234
 AH6234                          SUPERSEDED SURVEY CONTROL
 AH6234
 AH6234  ELLIP H (12/17/98)  -22.76   (m)                       GP(       ) 4 2
 AH6234
 AH6234.Superseded values are not recommended for survey control.
 AH6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6234.See file dsdata.txt to determine how the superseded data were derived.
 AH6234
 AH6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1823776817(NAD 83)
 AH6234_MARKER: DD = SURVEY DISK
 AH6234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6234_STAMPING: HOLLYWOOD AZ MK 1989
 AH6234_MARK LOGO: LA-109
 AH6234_PROJECTION: FLUSH
 AH6234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6234+STABILITY: SURFACE MOTION
 AH6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6234+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6234
 AH6234  HISTORY     - Date     Condition        Report By
 AH6234  HISTORY     - 1990     MONUMENTED       GSENG
 AH6234
 AH6234                          STATION DESCRIPTION
 AH6234
 AH6234'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6234'MONUMENT IS LOCATED IN THE CITY OF HOUMA ON THE MEDIAN OF TUNNEL
 AH6234'BOULEVARD BETWEEN HOLLYWOOD ROAD AND ST. CHARLES STREET  AND DIRECTLY
 AH6234'ACROSS FROM SOUTHDOWN LIVING CENTER.  MONUMENT IS APPROXIMATELY 0.25
 AH6234'MI (0.40 KM) SOUTHWEST OF THE INTERSECTION OF TUNNEL BLVD. AND
 AH6234'HOLLYWOOD ROAD. MONUMENT IS A TERREBONNE PARISH L.I.S. BRASS DISK SET
 AH6234'IN CONCRETE AND IS RECESSED 0.35 FT (10.67 CM) BELOW THE GROUND
 AH6234'SURFACE. MONUMENTT IS 101.15 FT (30.83 M) EAST OF A LIGHT POST WITH
 AH6234'NAIL/SHINER NEAR A BALL FIELD, 106.60 FT (32.49 M) NORTHWESTERLY OF A
 AH6234'LA. DEPT OF TRANSPORTATION RIGHT-OF-WAY MARKER, 75.37 FT (22.97 M)
 AH6234'WEST OF A METAL LIGHT POST WITH A TRANSIT MARK UPON IT.  MONUMENT IS
 AH6234'27.10 FT (8.26 M) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AH6234'AND 18.90 FT (5.76 M) EAST OF THE SOUTHBOUND LANES OF TUNNEL BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4587 ***********************************************************************
 BJ4587  DESIGNATION -  HOLY HILL RESET
 BJ4587  PID         -  BJ4587
 BJ4587  STATE/COUNTY-  LA/ST HELENA
 BJ4587  USGS QUAD   -  AMITE (1974)
 BJ4587
 BJ4587                         *CURRENT SURVEY CONTROL
 BJ4587  ___________________________________________________________________
 BJ4587* NAD 83(1992)-  30 42 53.65560(N)    090 36 00.42877(W)     ADJUSTED  
 BJ4587* NAVD 88     -        52.7    (meters)     173.     (feet)  VERTCON   
 BJ4587  ___________________________________________________________________
 BJ4587  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4587  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4587
 BJ4587  HORZ ORDER  -  SECOND
 BJ4587
 BJ4587.The horizontal coordinates were established by classical geodetic methods
 BJ4587.and adjusted by the National Geodetic Survey in January 1993..
 BJ4587
 BJ4587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4587
 BJ4587.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4587
 BJ4587.The geoid height was determined by GEOID03.
 BJ4587
 BJ4587;                    North         East     Units Scale Factor Converg.
 BJ4587;SPC LA S     -   245,740.486 1,070,232.291   MT  1.00000320   +0 21 59.8
 BJ4587;SPC LA S     -   806,233.58  3,511,253.77   sFT  1.00000320   +0 21 59.8
 BJ4587;UTM  15      - 3,400,466.123   729,818.320   MT  1.00025158   +1 13 34.7
 BJ4587
 BJ4587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4587!SPC LA S     -   0.99999600  x   1.00000320  =   0.99999920
 BJ4587!UTM  15      -   0.99999600  x   1.00025158  =   1.00024758
 BJ4587
 BJ4587:                Primary Azimuth Mark                     Grid Az
 BJ4587:SPC LA S     -  HOLY HILL AZ MK 2                        021 08 35.3
 BJ4587:UTM  15      -  HOLY HILL AZ MK 2                        020 17 00.4
 BJ4587
 BJ4587|---------------------------------------------------------------------|
 BJ4587| PID    Reference Object                     Distance      Geod. Az  |
 BJ4587|                                                           dddmmss.s |
 BJ4587| CW1477 HOLY HILL AZ MK 2                                  0213035.1 |
 BJ4587| BJ4608 HOLY HILL RM 4                       20.876 METERS 02301     |
 BJ4587| CW1476 HOLY HILL AZ MK                                    0992359.2 |
 BJ4587| BJ4190 INDEPENDENCE MUNICIPAL TANK         APPROX.13.1 KM 1323651.9 |
 BJ4587| CW1478 HOLY HILL RM 1                       26.703 METERS 17918     |
 BJ4587| CW1480 HOLY HILL RM 3                       24.830 METERS 19527     |
 BJ4587| CW1479 HOLY HILL RM 2                       33.894 METERS 27304     |
 BJ4587|---------------------------------------------------------------------|
 BJ4587
 BJ4587                          SUPERSEDED SURVEY CONTROL
 BJ4587
 BJ4587  NAD 83(1986)-  30 42 53.67058(N)    090 36 00.42655(W) AD(       ) 2
 BJ4587  NAD 27      -  30 42 53.00374(N)    090 36 00.08540(W) AD(       ) 2
 BJ4587  NGVD 29 (07/19/86)   52.7    (m)          173.     (f) VERT ANG       
 BJ4587
 BJ4587.Superseded values are not recommended for survey control.
 BJ4587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4587.See file dsdata.txt to determine how the superseded data were derived.
 BJ4587
 BJ4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2981800466(NAD 83)
 BJ4587_MARKER: DS = TRIANGULATION STATION DISK
 BJ4587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4587+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1989
 BJ4587
 BJ4587  HISTORY     - Date     Condition        Report By
 BJ4587  HISTORY     - 1939     MONUMENTED       CGS
 BJ4587  HISTORY     - 1939     GOOD             CGS
 BJ4587  HISTORY     - 1954     GOOD             CGS
 BJ4587  HISTORY     - 1965     GOOD             CGS
 BJ4587  HISTORY     - 1967     GOOD             CGS
 BJ4587  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BJ4587  HISTORY     - 19891017 MARK NOT FOUND   LADTD
 BJ4587
 BJ4587                          STATION DESCRIPTION
 BJ4587
 BJ4587'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4587'THE STATION IS LOCATED ABOUT 5.5 MILES, AIRLINE, W OF AMITE
 BJ4587'AND 4 MILES NE OF MONTPIELIER, IN THE E HALF OF SEC. 9, T 4 S,
 BJ4587'R 6 E.
 BJ4587'
 BJ4587'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4587'DISKS SET IN CONCRETE.
 BJ4587'
 BJ4587'REFERENCE MARK NO. 1 IS 26.703 METERS, (87.61 FEET), S OF THE
 BJ4587'STATION IN THE NE CORNER OF A FIELD.  4 FEET S OF THE E AND
 BJ4587'W FENCE.  3 FEET W OF THE N AND S FENCE.  AND 34 FEET S OF
 BJ4587'THE CENTER LINE OF THE ROAD.  MARK PROJECTS 2
 BJ4587'INCHES ABOVE GROUND, AND IS STAMPED HOLY HILL NO. 1 1939.
 BJ4587'
 BJ4587'REFERENCE MARK NO. 2 IS 33.889 METERS, (111.19 FEET), W OF
 BJ4587'THE STATION.  28 FEET N OF THE CENTER LINE OF THE ROAD.  AND
 BJ4587'64 FEET E OF THE DRIVEWAY TO THE CHURCH.  MARK PROJECTS
 BJ4587'6 INCHES ABOVE GROUND, AND IS STAMPED HOLY HILL NO. 2 1939.
 BJ4587'
 BJ4587'AZIMUTH MARK IS 0.5 MILE E OF THE STATION IN THE N AND S
 BJ4587'FENCE LINE.  12 FEET E OF THE CENTER LINE OF THE ROAD.  50
 BJ4587'FEET N OF THE NW CORNER OF THE YARD.  AND APPROXIMATELY 100
 BJ4587'YARDS N OF AN E AND W ROAD.  MARK PROJECTS 4 INCHES
 BJ4587'ABOVE GROUND, AND IS STAMPED HOLY HILL 1939.
 BJ4587'
 BJ4587'TO REACH FROM THE RAILROAD CROSSING, AT THE STREET AT THE
 BJ4587'S SIDE OF THE RAILROAD DEPOT IN AMITE, GO W ON A PAVED STREET AND
 BJ4587'A GRAVEL ROAD FOR 2.0 MILES TO A FORK.  TAKE THE LEFT FORK
 BJ4587'AND GO 2.5 MILES TO A SIDE ROAD TO THE RIGHT.  TURN RIGHT
 BJ4587'ON A GRAVEL AND GRADED DIRT ROAD FOR 1.3 MILES TO THE TOP OF A
 BJ4587'HILL AND THE STATION, ON THE RIGHT, IN THE SE CORNER OF THE
 BJ4587'CHURCHYARD HOLINESS CHURCH THE STATION IS 52
 BJ4587'FEET N OF THE CENTER LINE OF THE ROAD.  34 FEET N OF THE FENCE
 BJ4587'CORNER.  150 FEET SE OF THE SE CORNER OF THE CHURCH.  AND 2
 BJ4587'FEET W OF A N AND S FENCE LINE.  MARK PROJECTS
 BJ4587'4 INCHES ABOVE THE GROUND AND IS STAMPED HOLY HILL 1939.
 BJ4587'
 BJ4587'A 103-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT MC COY
 BJ4587'
 BJ4587'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT CLEVELAND
 BJ4587'
 BJ4587'A 64-FOOT TOWER IS NEEDED TO SEE A 123-FOOT TOWER AT AMITE
 BJ4587'
 BJ4587'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT COSTANZA
 BJ4587'
 BJ4587'A 64-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT MT. STEVENS
 BJ4587'
 BJ4587'A 64-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT WARD FOUR
 BJ4587'
 BJ4587'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4587
 BJ4587                          STATION RECOVERY (1939)
 BJ4587
 BJ4587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RMB)
 BJ4587'THIS STATION WAS LOCATED EASILY FROM THE GIVEN DESCRIPTION, AND
 BJ4587'THE MARKER FOUND TO BE IN GOOD CONDITION.
 BJ4587
 BJ4587                          STATION RECOVERY (1954)
 BJ4587
 BJ4587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4587'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN
 BJ4587'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4587
 BJ4587                          STATION RECOVERY (1965)
 BJ4587
 BJ4587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BJ4587'THE STATION WAS VISITED 7-16-65 AND REFERENCE MARK NO. 2 AND
 BJ4587'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. R.M. NO. 1 WAS
 BJ4587'FOUND UPROOTED AND LYING ON THE TOP OF THE GROUND, IT WAS
 BJ4587'STAMPED 3 AND USED AS REFERENCE MARK NO. 3.  THE STAMPING ON
 BJ4587'THE AZIMUTH MARK DISK WAS RATHER DIM.  THE DISK WAS RESTAMPED.
 BJ4587'THE STATION WAS FOUND IN THE CENTER OF A BLACK TOPED ROAD, WITH
 BJ4587'THE TOP OF THE MONUMENT BROKEN OFF.  A NEW DISK WAS REPLACE
 BJ4587'BY A DISTANCE FROM R.M. NO. 2 AND THE ANGLE BETWEEN R.M. NO.
 BJ4587'2 AND THE AZIMUTH MARK.  THE STATION MARK WAS COVERED OVER
 BJ4587'WITH MACADAM MIX TO PATCH THE HOLE IN THE ROAD.  A NEW
 BJ4587'DESCRIPTION FOLLOWS--
 BJ4587'
 BJ4587'THE STATION IS LOCATED ABOUT 5.5 MILES, AIRLINE, WEST OF AMITE,
 BJ4587'ABOUT 4 MILES NORTHEAST OF MONTPIELIER, IN THE EAST HALF OF
 BJ4587'SEC. 9, T4S, R6E, AT A CROSSROAD, AT THE HOLY HILL CHURCH.  IT
 BJ4587'IS 52.5 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 22.8 FEET
 BJ4587'WEST OF A METAL WITNESS POST AND ON LINE BETWEEN THE WITNESS
 BJ4587'POST AND REFERENCE MARK NO. 2, 39 FEET NORTHEAST OF POWER POLE
 BJ4587'NO. 53-9, 45 FEET NORTHWEST OF A FENCE CORNER, AND 157 FEET
 BJ4587'SOUTH EAST OF THE SOUTHEAST CORNER OF THE CHURCH.  IT IS
 BJ4587'A STANDARD DISK, STAMPED HOLY HILL 1939 1965, 3 INCHES BELOW
 BJ4587'THE SURFACE OF THE HIGHWAY.
 BJ4587'
 BJ4587'REFERENCE MARK NO. 2 IS 111.19 FEET WEST OF THE STATION, 84 FEET
 BJ4587'NORTH OF THE EAST ONE OF TWO OAK TREES, 28 FEET NORTH OF THE
 BJ4587'CENTER OF THE ROAD, 63 FEET EAST OF THE CENTER OF THE DRIVEWAY
 BJ4587'TO THE CHURCH, 13.5 FEET NORTHEAST OF A POWER POLE WITH A STREET
 BJ4587'LIGHT, 46 FEET SOUTHOSOUTHEAST OF AN OAK TREE, AND 65 FEET
 BJ4587'NORTH-NORTHWEST OF A GAS METER ACROSS THE ROAD.  IT IS A
 BJ4587'STANDARD DISK STAMPED HOLY HILL NO 2 1939, PROJECTING 4 INCHES.
 BJ4587'
 BJ4587'REFERENCE MARK NO. 3 IS 81.45 FEET SOUTHSOUTHWEST OF THE
 BJ4587'STATION 28 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 31
 BJ4587'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 55 FEET SOUTH
 BJ4587'OF POWER POLE NO. 53-9, AND 1.5 FEET SOUTHWEST OF A METAL
 BJ4587'WITNESS POST.  IT IS A STANDARD DISK, STAMPED HOLY HILL NO 3 1939
 BJ4587'1965, PROJECTING 6 INCHES.
 BJ4587'
 BJ4587'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 209 FEET NORTH OF
 BJ4587'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 17 FEET EAST OF
 BJ4587'THE CENTER OF THE ROAD LEADING NORTH, 106 FEET NORTH-NORTHEAST OF
 BJ4587'A POWER POLE WITH A TRANSFORMER, 1 FOOT EAST OF A FENCE LINE
 BJ4587'AND IN FRONT OF A TENANT HOUSE.  IT IS A STANDARD DISK, STAMPED
 BJ4587'HOLY HILL 1939, PROJECTING 6 INCHES.
 BJ4587'
 BJ4587'TO REACH FROM THE RAILROAD STATION IN AMITE GO EAST ON STATE
 BJ4587'HIGHWAY 16 FOR 4.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT OR
 BJ4587'0.8 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE
 BJ4587'RIGHT, CONTINUE FOR 0.5 MILE TO A CROSS ROAD AND THE STATION
 BJ4587'AND CHURCH ON THE RIGHT.  THE STATION IS IN THE CENTER OF
 BJ4587'THE ROAD LEADING NORTH.
 BJ4587
 BJ4587                          STATION RECOVERY (1967)
 BJ4587
 BJ4587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RT)
 BJ4587'THIS STATION IS LOCATED ABOUT 5.5 MILES WEST OF AMITE, AT A CROSS
 BJ4587'ROAD NEAR THE HOLY HILL CHURCH.  IT IS 52.00 FEET NORTH OF
 BJ4587'THE CENTER OF THE EAST-WEST ROAD, 22.6 FEET WEST OF A METAL
 BJ4587'WITNESS POST AND SIGN, 39.00 FEET NORTHEAST OF POWER POLE NO.
 BJ4587'53-9, 45 FEET NORTHWEST OF A FENCE CORNER, AND 157 FEET SOUTHEAST
 BJ4587'OF THE SOUTHEAST CORNER OF THE CHURCH, IN THE CENTERLINE OF
 BJ4587'THE ROAD.
 BJ4587'
 BJ4587'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ4587'THAT IS ABOUT 2 INCHES BELOW THE SURFACE OF THE ROAD.  STATION
 BJ4587'IS STAMPED HOLY HILL 1939-1965.
 BJ4587'
 BJ4587'TO REACH THIS STATION FROM THE U.S. POST OFFICE ON MULBERRY
 BJ4587'STREET IN AMITE, FOLLOW MULBERRY STREET WEST FOR 0.09 MILES TO
 BJ4587'ITS INTERSECTION WITH U.S. HIGHWAY 51 (CENTRAL AVENUE) THENCE
 BJ4587'SOUTH ALONG CENTRAL AVENUE FOR 0.10 MILES TO ITS INTERSECTION
 BJ4587'WITH STATE HIGHWAY 16 (OAK STREET) THENCE WEST ALONG STATE
 BJ4587'HIGHWAY 16 FOR 5.78 MILES TO ITS INTERSECTION WITH THE HOLY
 BJ4587'HILL ROAD, THENCE NORTH ALONG THE HOLY HILL ROAD FOR 0.8 MILES
 BJ4587'TO THE STATION WHICH IS SET IN THE ROAD.
 BJ4587'
 BJ4587'REFERENCE MARK 2 IS 111.19 FEET WEST OF THE STATION, 84 FEET
 BJ4587'NORTH OF THE EAST ONE OF TWO OAK TRESS, 28 FEET NORTH OF THE
 BJ4587'CENTER OF THE ROAD, 13.5 FEET NORTHEAST OF A POWER POLE WITH
 BJ4587'A STREET LIGHT.
 BJ4587'
 BJ4587'REFERENCE MARK 3 IS 81.45 FEET SOUTHWEST OF THE STATION, 28
 BJ4587'FEET WEST OF THE CENTER OF AN EAST-WEST ROAD, 55 FEET SOUTH OF
 BJ4587'POWER POLE NO. 53-9 AND 1.5 FEET SOUTHWEST OF A METAL WITNESS
 BJ4587'POST AND SIGN.
 BJ4587'
 BJ4587'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 209 FEET
 BJ4587'NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 17 FEET EAST
 BJ4587'OF THE CENTER OF THE ROAD LEADING NORTH, 106 FEET NORTH-NORTHEAST
 BJ4587'OF A POWER POLE WITH A TRANSFORMER, 1 FOOT EAST OF A FENCE LINE
 BJ4587'AND IN FRONT OF A TENANT HOUSE.  IT IS A STANDARD DISK, STAMPED
 BJ4587'HOLY HILL 1939, PROJECTING 6 INCHES.
 BJ4587
 BJ4587                          STATION RECOVERY (1970)
 BJ4587
 BJ4587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4587'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND THE AZIMUTH
 BJ4587'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE OLD
 BJ4587'AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION AND A NEW AZIMUTH
 BJ4587'MARK NO 2 WAS ESTABLISHED AT THIS TIME.  A REFERENCE MARK 4 WAS
 BJ4587'ESTABLISHED AT THIS TIME TO OBSERVE FROM BECAUSE A TOWER COULD NOT BE
 BJ4587'ERECTED OVER THE OLD STATION IN THE CENTER OF A PAVED ROAD.  A
 BJ4587'NEW DESCRIPTION FOLLOWS.
 BJ4587'
 BJ4587'THE STATION IS LOCATED ON STATE HIGHWAY RIGHT-OF-WAY, IN THE EAST
 BJ4587'HALF OF SECTION 9, T 4 S, R 6 E, ABOUT 9 MILES SOUTHEAST OF
 BJ4587'GREENSBURG, 5-1/2 MILES WEST OF AMITE AND 4 MILES NORTHEAST OF
 BJ4587'MONTPELIER.
 BJ4587'
 BJ4587'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 AND STATE
 BJ4587'HIGHWAY 16 IN AMITE, GO WEST ON STATE HIGHWAY 16 FOR 1.45 MILES TO
 BJ4587'THE JUNCTION WITH INTERSTATE HIGHWAY 55, CONTINUE WEST ON STATE
 BJ4587'HIGHWAY 16 FOR 2.35 MILES TO THE TANGIPAHOA-ST HELENA PARISH LINE.
 BJ4587'CONTINUE WEST ON STATE HIGHWAY 16 FOR 2.2 MILES TO A CROSSROAD AND
 BJ4587'WILLIAMS GROCERY IN THE NORTHWEST ANGLE OF THE CROSSROADS.  TURN
 BJ4587'RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.95 MILE TO A CROSSROAD AND
 BJ4587'STATION.
 BJ4587'
 BJ4587'THE STATION MARK IS A STANDARD DISK, STAMPED HOLY HILL 1939 1965, SET
 BJ4587'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 INCHES BELOW THE ROAD
 BJ4587'SURFACE.  IT IS IN THE APPROXIMATE CENTER OF THE PAVED ROAD, 55
 BJ4587'FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE PAVED ROADS, 45
 BJ4587'FEET NORTHWEST OF A FENCE CORNER, 40 FEET NORTHEAST OF A POWERLINE
 BJ4587'POLE AND 22.5 FEET WEST OF A METAL WITNESS POST WITH SIGN THAT IS
 BJ4587'IN A FENCE LINE.
 BJ4587'
 BJ4587'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOLY HILL NO 2 1939, SET
 BJ4587'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 BJ4587'INCHES.  IT IS 85.3 FEET WEST-NORTHWEST OF A POWERLINE POLE, 30
 BJ4587'FEET NORTH-NORTHEAST OF THE CENTER OF A PAVED ROAD, 13.8 FEET
 BJ4587'NORTHEAST OF A POWERLINE POLE AND 1.4 FEET NORTH-NORTHWEST OF A
 BJ4587'METAL WITNESS POST WITH SIGN.
 BJ4587'
 BJ4587'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HOLY HILL NO 3 1939, SET
 BJ4587'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ4587'8 INCHES.  IT IS 55 FEET SOUTHEAST OF A POWERLINE POLE, 33 FEET
 BJ4587'SOUTH OF THE CENTER OF THE INTERSECTION OF THE PAVED ROADS, 17 FEET
 BJ4587'NORTH-NORTHWEST OF A FENCE CORNER AND 1.5 FEET SOUTHWEST OF A
 BJ4587'METAL WITNESS POST WITH A SIGN.
 BJ4587'
 BJ4587'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HOLY HILL NO 4 1939
 BJ4587'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4587'IS 20 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 121 FEET
 BJ4587'NORTH-NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 BJ4587'PAVED CROSSROADS, 101 FEET NORTH OF A FENCE CORNER, 25 FEET
 BJ4587'EAST OF THE CENTER OF A PAVED ROAD, 5 FEET NORTHEAST OF A METAL
 BJ4587'WITNESS POST WITH A SIGN ATTACHED AND 4 FEET EAST OF A WIRE FENCE.
 BJ4587'
 BJ4587'AZIMUTH MARK NO 2 IS A STANDARD DISK, STAMPED HOLY HILL NO 2 1939
 BJ4587'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4587'PROJECTS 8 INCHES.  IT IS 30 FEET NORTH OF A POWERLINE POLE WITH A
 BJ4587'TRANSFORMER, 25 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD,
 BJ4587'15 FEET NORTHWEST OF A FENCE AND 1.7 FEET WEST-SOUTHWEST OF A
 BJ4587'METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4587'
 BJ4587'TO REACH THE AZIMUTH MARK NO 2 FROM THE STATION, GO NORTH ON A PAVED
 BJ4587'ROAD FOR 0.25 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 BJ4587'EAST AND NORTHEAST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE
 BJ4587'AZIMUTH MARK ON THE RIGHT.
 BJ4587'
 BJ4587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHEAST
 BJ4587'OF MONTPELIER.
 BJ4587
 BJ4587                          STATION RECOVERY (1989)
 BJ4587
 BJ4587'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ4587'THIS STATION WAS NOT SEARCHED FOR AT THIS TIME.  THE ORGINAL
 BJ4587'DESCRIPTION STATED THAT THE MARK WAS RECESSED BENEATH THE CENTER OF A
 BJ4587'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4608 ***********************************************************************
 BJ4608  DESIGNATION -  HOLY HILL RM 4
 BJ4608  PID         -  BJ4608
 BJ4608  STATE/COUNTY-  LA/ST HELENA
 BJ4608  USGS QUAD   -  AMITE (1974)
 BJ4608
 BJ4608                         *CURRENT SURVEY CONTROL
 BJ4608  ___________________________________________________________________
 BJ4608* NAD 83(1992)-  30 42 54.27952(N)    090 36 00.12201(W)     ADJUSTED  
 BJ4608* NAVD 88     -        52.7    (meters)     173.     (feet)  VERTCON   
 BJ4608  ___________________________________________________________________
 BJ4608  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4608  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4608
 BJ4608  HORZ ORDER  -  FIRST
 BJ4608
 BJ4608.The horizontal coordinates were established by classical geodetic methods
 BJ4608.and adjusted by the National Geodetic Survey in January 1993..
 BJ4608
 BJ4608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4608
 BJ4608.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4608
 BJ4608.The geoid height was determined by GEOID03.
 BJ4608
 BJ4608;                    North         East     Units Scale Factor Converg.
 BJ4608;SPC LA S     -   245,759.752 1,070,240.330   MT  1.00000324   +0 21 60.0
 BJ4608;SPC LA S     -   806,296.79  3,511,280.15   sFT  1.00000324   +0 21 60.0
 BJ4608;UTM  15      - 3,400,485.512   729,826.071   MT  1.00025163   +1 13 34.9
 BJ4608
 BJ4608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4608!SPC LA S     -   0.99999600  x   1.00000324  =   0.99999924
 BJ4608!UTM  15      -   0.99999600  x   1.00025163  =   1.00024763
 BJ4608
 BJ4608:                Primary Azimuth Mark                     Grid Az
 BJ4608:SPC LA S     -  HOLY HILL AZ MK 2                        021 06 12.4
 BJ4608:UTM  15      -  HOLY HILL AZ MK 2                        020 14 37.5
 BJ4608
 BJ4608|---------------------------------------------------------------------|
 BJ4608| PID    Reference Object                     Distance      Geod. Az  |
 BJ4608|                                                           dddmmss.s |
 BJ4608| CW1477 HOLY HILL AZ MK 2                                  0212812.4 |
 BJ4608| CW1476 HOLY HILL AZ MK                                    1004742.7 |
 BJ4608| CW1480 HOLY HILL RM 3                       45.635 METERS 19854     |
 BJ4608| BJ4587 HOLY HILL RESET                      20.876 METERS 20301     |
 BJ4608| CW1479 HOLY HILL RM 2                       45.504 METERS 24730     |
 BJ4608|---------------------------------------------------------------------|
 BJ4608
 BJ4608                          SUPERSEDED SURVEY CONTROL
 BJ4608
 BJ4608  NAD 83(1986)-  30 42 54.29426(N)    090 36 00.11991(W) AD(       ) 1
 BJ4608  NAD 27      -  30 42 53.62768(N)    090 35 59.77865(W) AD(       ) 1
 BJ4608  NGVD 29 (07/19/86)   52.7    (m)          173.     (f) VERT ANG       
 BJ4608
 BJ4608.Superseded values are not recommended for survey control.
 BJ4608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4608.See file dsdata.txt to determine how the superseded data were derived.
 BJ4608
 BJ4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2982600486(NAD 83)
 BJ4608_MARKER: DR = REFERENCE MARK DISK
 BJ4608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4608_STAMPING: HOLY HILL NO 4 1939 1970
 BJ4608_MARK LOGO: CGS   
 BJ4608_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4608+STABILITY: SURFACE MOTION
 BJ4608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4608+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1989
 BJ4608
 BJ4608  HISTORY     - Date     Condition        Report By
 BJ4608  HISTORY     - 1970     MONUMENTED       NGS
 BJ4608  HISTORY     - 19891017 GOOD             LADTD
 BJ4608
 BJ4608                          STATION DESCRIPTION
 BJ4608
 BJ4608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4608'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF GREENSBURG, 5-1/2
 BJ4608'MILES WEST OF AMITE, 4 MILES NORTHEAST OF MONTPELIER, IN THE EAST
 BJ4608'HALF OF SECTION 9, T 4 S, R 6 E, AND ON THE PROPERTY OF MR. JOSEPH
 BJ4608'BAKER.
 BJ4608'
 BJ4608'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 AND STATE
 BJ4608'HIGHWAY 16 IN AMITE, GO WEST ON STATE HIGHWAY 16 FOR 1.45 MILES TO
 BJ4608'THE JUNCTION WITH INTERSTATE HIGHWAY 55.  CONTINUE WEST ON STATE
 BJ4608'HIGHWAY 16 FOR 2.35 MILES TO THE ST HELENA-TANGIPAHOA PARISH LINE.
 BJ4608'CONTINUE WEST ON STATE HIGHWAY 16 FOR 2.2 MILES TO A CROSSROAD AND
 BJ4608'WILLIAMS GROCERY IN THE NORTHWEST ANGLE OF THE CROSSROADS.  TURN
 BJ4608'RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.95 MILE TO A CROSSROAD AND
 BJ4608'THE STATION IN THE NORTHEAST ANGLE OF THE CROSSROADS.
 BJ4608'
 BJ4608'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED HOLY HILL
 BJ4608'NO 4 1939 1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 BJ4608'CYLINDRICAL CONCRETE MONUMENT THAT IS 20 INCHES BELOW THE GROUND
 BJ4608'SURFACE.  IT IS 121 FEET NORTH-NORTHEAST OF THE INTERSECTION OF
 BJ4608'THE PAVED ROADS, 101 FEET NORTH OF A FENCE CORNER, 5 FEET
 BJ4608'NORTHEAST OF A METAL WITNESS POST WITH A SIGN, 25 FEET EAST OF THE
 BJ4608'CENTER OF A PAVED ROAD AND 4 FEET EAST OF A WIRE FENCE.  THE
 BJ4608'UNDERGROUND MARK IS 60 INCHES BELOW THE GROUND SURFACE.
 BJ4608'
 BJ4608'REFERENCE MARK 2, A STANDARD DISK STAMPED HOLY HILL NO 2 1939, IS SET
 BJ4608'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 BJ4608'INCHES ABOVE THE GROUND SURFACE.  IT IS 85.3 FEET WEST-NORTHWEST OF
 BJ4608'A POWERLINE POLE, 30 FEET NORTH-NORTHEAST OF THE CENTER OF A PAVED
 BJ4608'ROAD, 13.8 FEET NORTHEAST OF A POWERLINE POLE AND 1.4 FEET
 BJ4608'NORTH-NORTHWEST OF A METAL WITNESS POST WITH A SIGN.
 BJ4608'
 BJ4608'REFERENCE MARK 3, A STANDARD DISK STAMPED HOLY HILL NO 3 1939, IS SET
 BJ4608'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 BJ4608'INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET SOUTHEAST OF A
 BJ4608'POWERLINE POLE, 33 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 BJ4608'THE PAVED ROADS, 17 FEET NORTH-NORTHWEST OF A FENCE CORNER AND
 BJ4608'1.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN.
 BJ4608'
 BJ4608'HOLY HILL 1939 1965 IS A STANDARD DISK, STAMPED HOLY HILL 1939 1965,
 BJ4608'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 INCHES BELOW THE
 BJ4608'GROUND SURFACE.  IT IS IN THE APPROXIMATE CENTER OF A PAVED ROAD,
 BJ4608'55 FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE PAVED ROADS,
 BJ4608'45 FEET NORTHWEST OF A FENCE CORNER, 40 FEET NORTHEAST OF A
 BJ4608'POWERLINE POLE AND 22.5 FEET WEST OF A METAL WITNESS POST WITH
 BJ4608'SIGN SET IN A FENCE LINE.
 BJ4608'
 BJ4608'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOLY HILL 1939, SET IN
 BJ4608'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 14
 BJ4608'INCHES. IT IS 48 FEET NORTH OF A FENCE CORNER, 17 FEET EAST OF THE
 BJ4608'CENTER OF A GRAVELED ROAD, 6.3 FEET SOUTH OF THE CENTER OF A METAL
 BJ4608'GATE AND 1.5 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4608'
 BJ4608'AZIMUTH MARK NO 2 IS A STANDARD DISK, STAMPED HOLY HILL NO 2 1939
 BJ4608'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4608'PROJECTS 8 INCHES.  IT IS 30 FEET NORTH OF A POWERLINE POLE WITH A
 BJ4608'TRANSFORMER, 25 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD,
 BJ4608'1.7 FEET WEST-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN
 BJ4608'ATTACHED AND 1.5 FEET NORTHWEST OF A WIRE FENCE.
 BJ4608'
 BJ4608'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A PAVED ROAD
 BJ4608'FOR 0.25 MILE TO D 730 (LGS) ON THE RIGHT.  CONTINUE EAST ON PAVED
 BJ4608'ROAD FOR 0.25 MILE TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTH
 BJ4608'ON GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BJ4608'
 BJ4608'TO REACH THE AZIMUTH MARK NO 2 FROM THE STATION MARK, GO NORTH ON A
 BJ4608'PAVED ROAD FOR 0.25 MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND
 BJ4608'GO EAST AND NORTHEAST ON GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH
 BJ4608'MARK ON THE RIGHT.
 BJ4608'
 BJ4608'D 730 (LGS) IS A STANDARD LOUISIANA GEODETIC SURVEY STATION MARK
 BJ4608'DISK, STAMPED D 730, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BJ4608'MONUMENT THAT PROJECTS 1 INCH.  IT IS 36 FEET EAST OF THE CENTER
 BJ4608'OF A GRAVELED DRIVEWAY, 22 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 BJ4608'14 FEET NORTHWEST OF A FENCE CORNER AND 1 FOOT SOUTH OF A
 BJ4608'METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4608'
 BJ4608'HEIGHT OF LIGHT ABOVE STATION MARK 34.9 METERS.
 BJ4608
 BJ4608                          STATION RECOVERY (1989)
 BJ4608
 BJ4608'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ4608'RECOVERED AS DESCRIBED.  A COMPLETE DESCRIPTION FOLLOWS. THE STATION
 BJ4608'IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTHEAST OF GREENSBURG, 8.9 KM
 BJ4608'(5.55 MI) WEST OF AMITE AND 6.4 KM (3.95 MI) NORTHEAST OF MONTPELIER,
 BJ4608'IN THE EAST HALF OF SECTION 9, T 4 S, R 6 E.  OWNERSHIP--MR.  JOSEPH
 BJ4608'BAKER. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55
 BJ4608'AND STATE HIGHWAY 16 IN WEST AMITE, GO WEST FOR 7.2 KM (4.45 MI) ON
 BJ4608'HIGHWAY 16 TO THE JUNCTION WITH FIFTH WARD SCHOOL ROAD ON THE RIGHT.
 BJ4608'TURN RIGHT AND GO NORTH FOR 1.6 KM (1.00 MI) ON FIFTH WARD SCHOOL ROAD
 BJ4608'TO A CROSSROADS AND THE STATION ON THE RIGHT. THE STATION IS 36.9 M
 BJ4608'(121.1 FT) NORTH-NORTHEAST FROM THE INTERSECTION OF THE PAVED ROADS,
 BJ4608'30.8 M (101.0 FT) NORTH FROM A FENCE CORNER, 7.6 M (24.9 FT) EAST FROM
 BJ4608'THE CENTER OF THE FIFTH WARD SCHOOL ROAD, 1.5 M (4.9 FT) NORTHEAST
 BJ4608'FROM A METAL WITNESS POST WITH SIGN ATTACHED AND 1.2 M (3.9 FT) EAST
 BJ4608'FROM A FENCE.  THE MARK IS RECESSED 50.8 CM (20 IN) BELOW THE SURFACE
 BJ4608'OF THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1150 ***********************************************************************
 AT1150  DESIGNATION -  HOMEPLACE NAVIGATION LIGHT
 AT1150  PID         -  AT1150
 AT1150  STATE/COUNTY-  LA/PLAQUEMINES
 AT1150  USGS QUAD   -  PORT SULPHUR (1993)
 AT1150
 AT1150                         *CURRENT SURVEY CONTROL
 AT1150  ___________________________________________________________________
 AT1150* NAD 83(1992)-  29 27 27.68148(N)    089 39 23.18460(W)     ADJUSTED  
 AT1150* NAVD 88     -                                                        
 AT1150  **This station is located in a subsidence area (see below).
 AT1150  ___________________________________________________________________
 AT1150  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AT1150  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AT1150
 AT1150  HORZ ORDER  -  THIRD
 AT1150
 AT1150.The horizontal coordinates were established by classical geodetic methods
 AT1150.and adjusted by the National Geodetic Survey in January 1993..
 AT1150
 AT1150 ** The orthometric height has not been validated since last determined
 AT1150 ** by differential leveling and should not be used for control purposes.
 AT1150 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1150 ** area with valid NAVD 88 orthometric heights.
 AT1150 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1150 ** epoch indicated which incorporates improved geoid heights for the
 AT1150 ** Southern Louisiana Subsidence area.
 AT1150 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1150
 AT1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1150
 AT1150.The geoid height was determined by GEOID03.
 AT1150
 AT1150;                    North         East     Units Scale Factor Converg.
 AT1150;SPC LA S     -   107,346.183 1,162,659.021   MT  0.99997037   +0 50 18.5
 AT1150;SPC LA S     -   352,184.94  3,814,490.47   sFT  0.99997037   +0 50 18.5
 AT1150;UTM  16      - 3,261,633.898   242,362.938   MT  1.00041911   -1 18 25.6
 AT1150
 AT1150                          SUPERSEDED SURVEY CONTROL
 AT1150
 AT1150  NAD 83(1986)-  29 27 27.69083(N)    089 39 23.19132(W) AD(       ) 4
 AT1150  NAD 27      -  29 27 26.90100(N)    089 39 22.96600(W) AD(       ) 3
 AT1150
 AT1150.Superseded values are not recommended for survey control.
 AT1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1150.See file dsdata.txt to determine how the superseded data were derived.
 AT1150
 AT1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4236361634(NAD 83)
 AT1150_MARKER: 14 = NAVIGATION LIGHT
 AT1150
 AT1150  HISTORY     - Date     Condition        Report By
 AT1150  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1150
 AT1150                          STATION DESCRIPTION
 AT1150
 AT1150'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1323 ***********************************************************************
 CQ1323  DESIGNATION -  HOMER
 CQ1323  PID         -  CQ1323
 CQ1323  STATE/COUNTY-  LA/CLAIBORNE
 CQ1323  USGS QUAD   -  HOMER (1986)
 CQ1323
 CQ1323                         *CURRENT SURVEY CONTROL
 CQ1323  ___________________________________________________________________
 CQ1323* NAD 83(1986)-  32 47 27.     (N)    093 03 19.     (W)     SCALED    
 CQ1323* NAVD 88     -        85.496  (meters)     280.50   (feet)  ADJUSTED  
 CQ1323  ___________________________________________________________________
 CQ1323  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1323  DYNAMIC HT  -          85.401 (meters)     280.19  (feet)  COMP
 CQ1323  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CQ1323
 CQ1323  VERT ORDER  -  SECOND    CLASS 0
 CQ1323
 CQ1323.The horizontal coordinates were scaled from a topographic map and have
 CQ1323.an estimated accuracy of +/- 6 seconds.
 CQ1323
 CQ1323.The orthometric height was determined by differential leveling
 CQ1323.and adjusted by the National Geodetic Survey in June 1991..
 CQ1323
 CQ1323.The geoid height was determined by GEOID03.
 CQ1323
 CQ1323.The dynamic height is computed by dividing the NAVD 88
 CQ1323.geopotential number by the normal gravity value computed on the
 CQ1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1323.degrees latitude (g = 980.6199 gals.).
 CQ1323
 CQ1323.The modeled gravity was interpolated from observed gravity values.
 CQ1323
 CQ1323;                    North         East    Units  Estimated Accuracy
 CQ1323;SPC LA N     -   254,140.      947,980.      MT  (+/- 180 meters Scaled)
 CQ1323
 CQ1323                          SUPERSEDED SURVEY CONTROL
 CQ1323
 CQ1323  NGVD 29 (??/??/??)   85.561  (m)          280.71   (f) ADJUSTED    2 0
 CQ1323
 CQ1323.Superseded values are not recommended for survey control.
 CQ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1323.See file dsdata.txt to determine how the superseded data were derived.
 CQ1323
 CQ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS948281(NAD 83)
 CQ1323_MARKER: DB = BENCH MARK DISK
 CQ1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1323_STAMPING: HOMER 1934
 CQ1323_MARK LOGO: CGS   
 CQ1323_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1323+STABILITY: SURFACE MOTION
 CQ1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1323+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 CQ1323
 CQ1323  HISTORY     - Date     Condition        Report By
 CQ1323  HISTORY     - 1934     MONUMENTED       CGS
 CQ1323  HISTORY     - 1969     GOOD             LADH
 CQ1323  HISTORY     - 19931121 GOOD             USPSQD
 CQ1323  HISTORY     - 19950607 GOOD             LADTD
 CQ1323
 CQ1323                          STATION DESCRIPTION
 CQ1323
 CQ1323'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1323'IN HOMER.
 CQ1323'AT HOMER, CLAIBORNE PARISH, AT THE SOUTHEAST CORNER OF SOUTH AND EAST
 CQ1323'MAIN STREETS, 12 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CITY
 CQ1323'HALL, 37 FEET NORTH OF THE CENTERLINE OF THE MAIN ENTRANCE.  DISK SET
 CQ1323'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 CQ1323'SEC 23, T 21N, R 7W.
 CQ1323
 CQ1323                          STATION RECOVERY (1993)
 CQ1323
 CQ1323'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1323'RECOVERED IN GOOD CONDITION.
 CQ1323
 CQ1323                          STATION RECOVERY (1995)
 CQ1323
 CQ1323'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1323'THE STATION IS LOCATED IN HOMER NEAR THE SOUTHEAST CORNER OF THE
 CQ1323'COURTHOUSE SQUARE, SET IN THE SOUTHEAST CORNER OF SOUTH AND EAST MAIN
 CQ1323'STREETS, AT THE CITY HALL BUILDING.  OWNERSHIP--CITY OF HOMER.  THE
 CQ1323'STATION IS 32.0 FT (9.8 M) EAST FROM THE CENTER OF SOUTH MAIN STREET,
 CQ1323'29.0 FT (8.8 M) SOUTH FROM THE CENTER OF EAST MAIN STREET, 12.0 FT
 CQ1323'(3.7 M) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF CITY HALL, 5.0 FT
 CQ1323'(1.5 M) WEST FROM A FIRE HYDRANT, PROJECTING 2 INCHES ABOVE THE GROUND
 CQ1323'SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2979 ***********************************************************************
 CQ2979  DESIGNATION -  HOMER CLAIBORNE REA RADIO MAST
 CQ2979  PID         -  CQ2979
 CQ2979  STATE/COUNTY-  LA/CLAIBORNE
 CQ2979  USGS QUAD   -  HOMER (1986)
 CQ2979
 CQ2979                         *CURRENT SURVEY CONTROL
 CQ2979  ___________________________________________________________________
 CQ2979* NAD 83(1992)-  32 47 12.84259(N)    093 02 45.57897(W)     ADJUSTED  
 CQ2979* NAVD 88     -                                                        
 CQ2979  ___________________________________________________________________
 CQ2979  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CQ2979  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2979
 CQ2979  HORZ ORDER  -  THIRD
 CQ2979
 CQ2979.The horizontal coordinates were established by classical geodetic methods
 CQ2979.and adjusted by the National Geodetic Survey in September 1999..
 CQ2979
 CQ2979
 CQ2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2979
 CQ2979.The geoid height was determined by GEOID03.
 CQ2979
 CQ2979;                    North         East     Units Scale Factor Converg.
 CQ2979;SPC LA N     -   253,699.871   948,851.485   MT  1.00002963   -0 17 19.2
 CQ2979;SPC LA N     -   832,346.99  3,113,023.58   sFT  1.00002963   -0 17 19.2
 CQ2979;UTM  15      - 3,627,664.077   495,693.118   MT  0.99960023   -0 01 29.7
 CQ2979
 CQ2979                          SUPERSEDED SURVEY CONTROL
 CQ2979
 CQ2979  NAD 83(1992)-  32 47 12.84579(N)    093 02 45.57842(W) AD(       ) 4
 CQ2979  NAD 83(1986)-  32 47 12.85519(N)    093 02 45.56896(W) AD(       ) 4
 CQ2979  NAD 27      -  32 47 12.32000(N)    093 02 44.99000(W) AD(       ) 3
 CQ2979
 CQ2979.Superseded values are not recommended for survey control.
 CQ2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2979.See file dsdata.txt to determine how the superseded data were derived.
 CQ2979
 CQ2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9569327664(NAD 83)
 CQ2979_MARKER: 42 = RADIO/TV MAST
 CQ2979
 CQ2979  HISTORY     - Date     Condition        Report By
 CQ2979  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ2979  HISTORY     - 19931121 GOOD             USPSQD
 CQ2979
 CQ2979                          STATION DESCRIPTION
 CQ2979
 CQ2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2979'LOCATED IN THE EAST EDGE OF HOMER ON THE HIGHEST POINT OF
 CQ2979'A PROMINENT HILL AND JUST SOUTH OF THE R.E.A. OFFICE.  IT
 CQ2979'IS AN ALL STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 CQ2979'RED AND WHITE WITH AN OVERALL HEIGHT OF 135 FEET.  THE POINT
 CQ2979'OBSERVED UPON WAS THE TOP OF THE MAST.
 CQ2979
 CQ2979                          STATION RECOVERY (1993)
 CQ2979
 CQ2979'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ2979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2978 ***********************************************************************
 CQ2978  DESIGNATION -  HOMER MUNICIPAL NORTH TANK
 CQ2978  PID         -  CQ2978
 CQ2978  STATE/COUNTY-  LA/CLAIBORNE
 CQ2978  USGS QUAD   -  HOMER (1986)
 CQ2978
 CQ2978                         *CURRENT SURVEY CONTROL
 CQ2978  ___________________________________________________________________
 CQ2978* NAD 83(1992)-  32 47 29.95588(N)    093 03 45.71531(W)     ADJUSTED  
 CQ2978* NAVD 88     -                                                        
 CQ2978  ___________________________________________________________________
 CQ2978  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CQ2978  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2978
 CQ2978  HORZ ORDER  -  THIRD
 CQ2978
 CQ2978.The horizontal coordinates were established by classical geodetic methods
 CQ2978.and adjusted by the National Geodetic Survey in September 1999..
 CQ2978
 CQ2978
 CQ2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2978
 CQ2978.The geoid height was determined by GEOID03.
 CQ2978
 CQ2978;                    North         East     Units Scale Factor Converg.
 CQ2978;SPC LA N     -   254,235.072   947,289.362   MT  1.00003089   -0 17 51.0
 CQ2978;SPC LA N     -   834,102.90  3,107,898.52   sFT  1.00003089   -0 17 51.0
 CQ2978;UTM  15      - 3,628,191.857   494,129.221   MT  0.99960042   -0 02 02.2
 CQ2978
 CQ2978                          SUPERSEDED SURVEY CONTROL
 CQ2978
 CQ2978  NAD 83(1992)-  32 47 29.95991(N)    093 03 45.71420(W) AD(       ) 4
 CQ2978  NAD 83(1986)-  32 47 29.96861(N)    093 03 45.70525(W) AD(       ) 4
 CQ2978  NAD 27      -  32 47 29.43500(N)    093 03 45.12300(W) AD(       ) 3
 CQ2978
 CQ2978.Superseded values are not recommended for survey control.
 CQ2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2978.See file dsdata.txt to determine how the superseded data were derived.
 CQ2978
 CQ2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9412928192(NAD 83)
 CQ2978_MARKER: 53 = ELEVATED TANK
 CQ2978
 CQ2978  HISTORY     - Date     Condition        Report By
 CQ2978  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2978  HISTORY     - 1950     GOOD             CGS
 CQ2978  HISTORY     - 1965     GOOD             CGS
 CQ2978  HISTORY     - 19931121 MARK NOT FOUND   USPSQD
 CQ2978
 CQ2978                          STATION DESCRIPTION
 CQ2978
 CQ2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2978'STATION IS THE BALL FINIAL ON THE NORTHERLY ONE OF TWO RAISED
 CQ2978'STEEL MUNICIPAL WATER TANKS IN THE TOWN OF HOMER.  THE TANK
 CQ2978'IS ABOUT 112 FEET HIGH, PAINTED SILVER, AND LETTERED HOMER
 CQ2978'ON THE N SIDE.  THE TANK WAS ERECTED IN 1910.
 CQ2978
 CQ2978                          STATION RECOVERY (1950)
 CQ2978
 CQ2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2978'IT IS LOCATED ABOUT 0.5 MILE WEST OF THE CENTER OF TOWN,
 CQ2978'IT IS ABOUT 125 FEET EAST OF THE NORTHWEST CORNER OF THE HOMER
 CQ2978'GRADE SCHOOL, 90 FEET SOUTH OF STATE HIGHWAY 557 AND 45
 CQ2978'FEET NORTH OF A LARGER WATER TANK.  IT IS AN ELEVATED TANK
 CQ2978'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND HAS AN OVER
 CQ2978'ALL HEIGHT OF 110 FEET.  THE TANK IS PAINTED SILVER IN COLOR
 CQ2978'WITH THE LETTERING HOMER ON THE NORTH SIDE.  THE POINT OBSERVED
 CQ2978'UPON WAS THE APEX OF THE TANK ROOF.
 CQ2978
 CQ2978                          STATION RECOVERY (1965)
 CQ2978
 CQ2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2978'RECOVERED IN GOOD CONDITION.
 CQ2978
 CQ2978                          STATION RECOVERY (1993)
 CQ2978
 CQ2978'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ2978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2982 ***********************************************************************
 CQ2982  DESIGNATION -  HOMER MUNICIPAL SOUTH TANK
 CQ2982  PID         -  CQ2982
 CQ2982  STATE/COUNTY-  LA/CLAIBORNE
 CQ2982  USGS QUAD   -  HOMER (1986)
 CQ2982
 CQ2982                         *CURRENT SURVEY CONTROL
 CQ2982  ___________________________________________________________________
 CQ2982* NAD 83(1992)-  32 47 29.44955(N)    093 03 45.64357(W)     ADJUSTED  
 CQ2982* NAVD 88     -                                                        
 CQ2982  ___________________________________________________________________
 CQ2982  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CQ2982  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2982
 CQ2982  HORZ ORDER  -  THIRD
 CQ2982
 CQ2982.The horizontal coordinates were established by classical geodetic methods
 CQ2982.and adjusted by the National Geodetic Survey in September 1999..
 CQ2982
 CQ2982
 CQ2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2982
 CQ2982.The geoid height was determined by GEOID03.
 CQ2982
 CQ2982;                    North         East     Units Scale Factor Converg.
 CQ2982;SPC LA N     -   254,219.464   947,291.147   MT  1.00003085   -0 17 51.0
 CQ2982;SPC LA N     -   834,051.69  3,107,904.37   sFT  1.00003085   -0 17 51.0
 CQ2982;UTM  15      - 3,628,176.265   494,131.078   MT  0.99960042   -0 02 02.2
 CQ2982
 CQ2982                          SUPERSEDED SURVEY CONTROL
 CQ2982
 CQ2982  NAD 83(1992)-  32 47 29.45345(N)    093 03 45.64260(W) AD(       ) 4
 CQ2982  NAD 83(1986)-  32 47 29.46226(N)    093 03 45.63350(W) AD(       ) 4
 CQ2982  NAD 27      -  32 47 28.92900(N)    093 03 45.05200(W) AD(       ) 3
 CQ2982
 CQ2982.Superseded values are not recommended for survey control.
 CQ2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2982.See file dsdata.txt to determine how the superseded data were derived.
 CQ2982
 CQ2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9413128176(NAD 83)
 CQ2982_MARKER: 53 = ELEVATED TANK
 CQ2982
 CQ2982  HISTORY     - Date     Condition        Report By
 CQ2982  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2982  HISTORY     - 1950     GOOD             CGS
 CQ2982  HISTORY     - 1965     GOOD             CGS
 CQ2982  HISTORY     - 19931121 GOOD             USPSQD
 CQ2982
 CQ2982                          STATION DESCRIPTION
 CQ2982
 CQ2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2982'STATION IS THE BALL FINIAL ON THE SOUTHERLY ONE OF TWO RAISED
 CQ2982'STEEL MUNICIPAL WATER TANKS IN HOMER.  THE TANK IS PAINTED
 CQ2982'SILVER AND LETTERED HOMER ON THE S SIDE.  IT IS 110 FEET
 CQ2982'HIGH AND WAS BUILT IN 1939.
 CQ2982
 CQ2982                          STATION RECOVERY (1950)
 CQ2982
 CQ2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2982'LOCATED ABOUT 5 BLOCKS WEST OF THE CENTER OF TOWN, ON THE
 CQ2982'HIGH POINT OF A PROMINENT HILL JUST EAST OF THE SCHOOL HOUSE
 CQ2982'AND SOUTH OF STATE ROUTE 557.  IT IS A 4 LEGGED STEEL STRUCTURE
 CQ2982'WITH THE LETTERING HOMER ON THE SOUTH SIDE AND ABOUT 110
 CQ2982'FEET HIGH.  THIS TANK IS THE LARGEST AND MOST SOUTHERLY
 CQ2982'ONE OF TWO.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE
 CQ2982'TANK ROOF.
 CQ2982
 CQ2982                          STATION RECOVERY (1965)
 CQ2982
 CQ2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2982'RECOVERED IN GOOD CONDITION.
 CQ2982
 CQ2982                          STATION RECOVERY (1993)
 CQ2982
 CQ2982'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ2982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2976 ***********************************************************************
 CQ2976  DESIGNATION -  HOMER PARISH COURTHOUSE FINIAL
 CQ2976  PID         -  CQ2976
 CQ2976  STATE/COUNTY-  LA/CLAIBORNE
 CQ2976  USGS QUAD   -  HOMER (1986)
 CQ2976
 CQ2976                         *CURRENT SURVEY CONTROL
 CQ2976  ___________________________________________________________________
 CQ2976* NAD 83(1992)-  32 47 29.65388(N)    093 03 18.19040(W)     ADJUSTED  
 CQ2976* NAVD 88     -                                                        
 CQ2976  ___________________________________________________________________
 CQ2976  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CQ2976  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2976
 CQ2976  HORZ ORDER  -  THIRD
 CQ2976
 CQ2976.The horizontal coordinates were established by classical geodetic methods
 CQ2976.and adjusted by the National Geodetic Survey in September 1999..
 CQ2976
 CQ2976
 CQ2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2976
 CQ2976.The geoid height was determined by GEOID03.
 CQ2976
 CQ2976;                    North         East     Units Scale Factor Converg.
 CQ2976;SPC LA N     -   254,222.075   948,005.526   MT  1.00003087   -0 17 36.4
 CQ2976;SPC LA N     -   834,060.26  3,110,248.13   sFT  1.00003087   -0 17 36.4
 CQ2976;UTM  15      - 3,628,182.159   494,845.130   MT  0.99960033   -0 01 47.3
 CQ2976
 CQ2976                          SUPERSEDED SURVEY CONTROL
 CQ2976
 CQ2976  NAD 83(1992)-  32 47 29.65790(N)    093 03 18.18926(W) AD(       ) 4
 CQ2976  NAD 83(1986)-  32 47 29.66664(N)    093 03 18.18037(W) AD(       ) 4
 CQ2976  NAD 27      -  32 47 29.13300(N)    093 03 17.59900(W) AD(       ) 3
 CQ2976
 CQ2976.Superseded values are not recommended for survey control.
 CQ2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2976.See file dsdata.txt to determine how the superseded data were derived.
 CQ2976
 CQ2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9484528182(NAD 83)
 CQ2976_MARKER: 86 = CUPOLA
 CQ2976
 CQ2976  HISTORY     - Date     Condition        Report By
 CQ2976  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2976  HISTORY     - 19931121 GOOD             USPSQD
 CQ2976
 CQ2976                          STATION DESCRIPTION
 CQ2976
 CQ2976'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2976'STATION IS THE FINIAL ON THE CLAIBORNE PARISH COURTHOUSE DOME.
 CQ2976'THE BUILDING WAS ERECTED IN 1858, IS ABOUT 80 FEET HIGH,
 CQ2976'AND IS LOCATED IN THE CENTER OF THE TOWN.
 CQ2976
 CQ2976                          STATION RECOVERY (1993)
 CQ2976
 CQ2976'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ2976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2974 ***********************************************************************
 CQ2974  DESIGNATION -  HOMER PEOPLES COMPRESS CO TANK
 CQ2974  PID         -  CQ2974
 CQ2974  STATE/COUNTY-  LA/CLAIBORNE
 CQ2974  USGS QUAD   -  HOMER (1986)
 CQ2974
 CQ2974                         *CURRENT SURVEY CONTROL
 CQ2974  ___________________________________________________________________
 CQ2974* NAD 83(1992)-  32 47 09.39634(N)    093 03 04.46023(W)     ADJUSTED  
 CQ2974* NAVD 88     -                                                        
 CQ2974  ___________________________________________________________________
 CQ2974  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CQ2974  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2974
 CQ2974  HORZ ORDER  -  THIRD
 CQ2974
 CQ2974.The horizontal coordinates were established by classical geodetic methods
 CQ2974.and adjusted by the National Geodetic Survey in September 1999..
 CQ2974
 CQ2974
 CQ2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2974
 CQ2974.The geoid height was determined by GEOID03.
 CQ2974
 CQ2974;                    North         East     Units Scale Factor Converg.
 CQ2974;SPC LA N     -   253,596.192   948,359.619   MT  1.00002937   -0 17 29.2
 CQ2974;SPC LA N     -   832,006.84  3,111,409.85   sFT  1.00002937   -0 17 29.2
 CQ2974;UTM  15      - 3,627,558.181   495,201.946   MT  0.99960028   -0 01 39.9
 CQ2974
 CQ2974                          SUPERSEDED SURVEY CONTROL
 CQ2974
 CQ2974  NAD 83(1992)-  32 47 09.40005(N)    093 03 04.45924(W) AD(       ) 4
 CQ2974  NAD 83(1986)-  32 47 09.40909(N)    093 03 04.45023(W) AD(       ) 4
 CQ2974  NAD 27      -  32 47 08.87400(N)    093 03 03.87000(W) AD(       ) 3
 CQ2974
 CQ2974.Superseded values are not recommended for survey control.
 CQ2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2974.See file dsdata.txt to determine how the superseded data were derived.
 CQ2974
 CQ2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9520227558(NAD 83)
 CQ2974_MARKER: 53 = ELEVATED TANK
 CQ2974
 CQ2974  HISTORY     - Date     Condition        Report By
 CQ2974  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ2974  HISTORY     - 1950     GOOD             CGS
 CQ2974  HISTORY     - 1965     GOOD             CGS
 CQ2974  HISTORY     - 19931121 GOOD             USPSQD
 CQ2974
 CQ2974                          STATION DESCRIPTION
 CQ2974
 CQ2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2974'STATION IS A TALL WATER TANK OF THE PEOPLES COMPRESS COMPANY,
 CQ2974'LOCATED IN THE SE PART OF THE TOWN OF HOMER.
 CQ2974'
 CQ2974'THE TANK IS SUPPORTED ON 4 STEEL TRUSSWORK LEGS, PAINTED
 CQ2974'SILVER AND ABOUT 115 FEET HIGH.  THE VERTICAL SECTION IS
 CQ2974'PAINTED SILVER, IS ABOUT 25 FEET HIGH AND HAS PEOPLES COMPRESS
 CQ2974'IN BLACK LETTERS ON THE E-W SIDES.
 CQ2974'
 CQ2974'THE CONICAL ROOF HAS A SILVER BALL AT ITS APEX WHICH IS THE
 CQ2974'OBJECT SIGHTED UPON.  THE TANK WAS ERECTED IN 1935 AND THE
 CQ2974'TOTAL HEIGHT IS 140 FEET.
 CQ2974
 CQ2974                          STATION RECOVERY (1950)
 CQ2974
 CQ2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2974'LOCATED IN THE SOUTHEAST EDGE OF HOMER AND NEAR THE SOUTH END
 CQ2974'OF EAST FOURTH STREET AND JUST EAST OF THE COMPRESS COMPANY
 CQ2974'PLANT.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 110 FEET
 CQ2974'HIGH WITH THE LETTERING PEOPLES COMPRESS ON THE EAST AND WEST
 CQ2974'SIDES.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE TANK
 CQ2974'ROOF.
 CQ2974
 CQ2974                          STATION RECOVERY (1965)
 CQ2974
 CQ2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2974'RECOVERED IN GOOD CONDITION.
 CQ2974
 CQ2974                          STATION RECOVERY (1993)
 CQ2974
 CQ2974'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ2974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0576 ***********************************************************************
 BJ0576  DESIGNATION -  HOMESTEAD
 BJ0576  PID         -  BJ0576
 BJ0576  STATE/COUNTY-  LA/IBERVILLE
 BJ0576  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0576
 BJ0576                         *CURRENT SURVEY CONTROL
 BJ0576  ___________________________________________________________________
 BJ0576* NAD 83(1986)-  30 17 53.     (N)    091 14 16.     (W)     SCALED    
 BJ0576* NAVD 88     -         8.058  (meters)      26.44   (feet)  ADJUSTED  
 BJ0576  ___________________________________________________________________
 BJ0576  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0576  DYNAMIC HT  -           8.047 (meters)      26.40  (feet)  COMP
 BJ0576  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 BJ0576
 BJ0576  VERT ORDER  -  FIRST     CLASS I
 BJ0576
 BJ0576.The horizontal coordinates were scaled from a topographic map and have
 BJ0576.an estimated accuracy of +/- 6 seconds.
 BJ0576
 BJ0576.The orthometric height was determined by differential leveling
 BJ0576.and adjusted by the National Geodetic Survey in February 1994..
 BJ0576
 BJ0576.The geoid height was determined by GEOID03.
 BJ0576
 BJ0576.The dynamic height is computed by dividing the NAVD 88
 BJ0576.geopotential number by the normal gravity value computed on the
 BJ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0576.degrees latitude (g = 980.6199 gals.).
 BJ0576
 BJ0576.The modeled gravity was interpolated from observed gravity values.
 BJ0576
 BJ0576;                    North         East    Units  Estimated Accuracy
 BJ0576;SPC LA S     -   199,310.    1,009,190.      MT  (+/- 180 meters Scaled)
 BJ0576
 BJ0576                          SUPERSEDED SURVEY CONTROL
 BJ0576
 BJ0576  NGVD 29 (??/??/??)    8.067  (m)           26.47   (f) ADJUSTED    1 1
 BJ0576
 BJ0576.Superseded values are not recommended for survey control.
 BJ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0576.See file dsdata.txt to determine how the superseded data were derived.
 BJ0576
 BJ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP694531(NAD 83)
 BJ0576_MARKER: B = BOLT
 BJ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0576_SP_SET: MARBLE POST
 BJ0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0576+STABILITY: SURFACE MOTION
 BJ0576
 BJ0576  HISTORY     - Date     Condition        Report By
 BJ0576  HISTORY     - UNK      MONUMENTED       DOD
 BJ0576  HISTORY     - 1964     POOR             CGS
 BJ0576  HISTORY     - 1976     GOOD             NGS
 BJ0576
 BJ0576                          STATION DESCRIPTION
 BJ0576
 BJ0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0576'0.7 MI N FROM PLAQUEMINE.
 BJ0576'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BJ0576'PLAQUEMINE, THENCE 0.1 MILE EAST ALONG LAVILLE STREET, THENCE 0.1 MILE
 BJ0576'NORTHEAST ALONG JACOB STREET WHICH IS GRAVELED, 197 FEET NORTHWEST OF
 BJ0576'THE CENTER OF THE INTERSECTION OF JACOB STREET AND WARREN STREET, 104
 BJ0576'FEET WEST OF THE CENTER LINE OF WARREN STREET, 36 FEET NORTH OF THE
 BJ0576'CENTER LINE OF A PRIVATE DRIVEWAY, 30 1/2 FEET SOUTHWEST OF THE
 BJ0576'SOUTHWEST CORNER OF A HOUSE BELONGING TO EDWIN ALBARES, 14 FEET WEST
 BJ0576'OF THE WEST YARD FENCE AT THE HOUSE, ABOUT LEVEL WITH THE STREETS, A
 BJ0576'COPPER BOLT SET IN THE CENTER OF THE TOP OF A MARBLE POST, AND FLUSH
 BJ0576'WITH THE GROUND.  NOTE-- THIS MARK IS LEANING ABOUT 30 DEGREES OFF
 BJ0576'PERPENDICULAR, BUT IT APPEARS TO BE SOLID.
 BJ0576
 BJ0576                          STATION RECOVERY (1976)
 BJ0576
 BJ0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0576'0.4 MILE NORTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0576'HIGHWAY 1, AT TURNERVILLE, 197 FT. NORTHWEST OF THE CENTER OF THE
 BJ0576'JUNCTION OF JACOBS AND WARREN STREETS, 104 FT. WEST OF THE CENTER
 BJ0576'LINE OF WARREN STREET, 36 FT. NORTH OF THE CENTER LINE OF A CONCRETE
 BJ0576'DRIVE, 30.5 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 14.1 FT
 BJ0576'WEST OF A WEST YARD FENCE, A COPPER BOLT IN THE TOP OF A MARBLE STONE
 BJ0576'POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND.  THE POST IS LEANING
 BJ0576'ABOUT 30 DEGREES OFF PERPENDICULAR BUT IS VERY SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1162 ***********************************************************************
 CP1162  DESIGNATION -  HOMESTEAD RM 2
 CP1162  PID         -  CP1162
 CP1162  STATE/COUNTY-  LA/EAST CARROLL
 CP1162  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1162
 CP1162                         *CURRENT SURVEY CONTROL
 CP1162  ___________________________________________________________________
 CP1162* NAD 83(1986)-  32 41 57.     (N)    091 08 39.     (W)     SCALED    
 CP1162* NAVD 88     -        30.23   (+/-2cm)      99.2    (feet)  VERTCON   
 CP1162  ___________________________________________________________________
 CP1162  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1162
 CP1162  VERT ORDER  -  ? (See Below)
 CP1162
 CP1162.The horizontal coordinates were scaled from a topographic map and have
 CP1162.an estimated accuracy of +/- 6 seconds.
 CP1162
 CP1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1162.The vertical order pertains to the NGVD 29 superseded value.
 CP1162
 CP1162.The geoid height was determined by GEOID03.
 CP1162
 CP1162;                    North         East    Units  Estimated Accuracy
 CP1162;SPC LA N     -   244,640.    1,127,130.      MT  (+/- 180 meters Scaled)
 CP1162
 CP1162                          SUPERSEDED SURVEY CONTROL
 CP1162
 CP1162  NGVD 29 (??/??/92)   30.280  (m)           99.34   (f) ADJ UNCH    ?  
 CP1162
 CP1162.Superseded values are not recommended for survey control.
 CP1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1162.See file dsdata.txt to determine how the superseded data were derived.
 CP1162
 CP1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS739194(NAD 83)
 CP1162_MARKER: DR = REFERENCE MARK DISK
 CP1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1162+STABILITY: SURFACE MOTION
 CP1162
 CP1162  HISTORY     - Date     Condition        Report By
 CP1162  HISTORY     - 1929     MONUMENTED       CGS
 CP1162  HISTORY     - 1934     GOOD             DOD
 CP1162
 CP1162                          STATION DESCRIPTION
 CP1162
 CP1162'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1162'8 MI SSE FROM LAKE PROVIDENCE.
 CP1162'P.B.M. IS A CONCRETE POST WITH BRONZE DISC, LOCATED ON RIGHT BANK OF
 CP1162'MISS. RIVER, EAST CARROLL PARISH, LA, 9 MILES BY ROAD SOUTHEAST OF
 CP1162'PLANTATION HOUSE OF OLD HOMESTEAD PLANTATION.  ON NORTH SIDE OF ROAD.
 CP1162'JUST WEST OF ENTRANCE TO TIN HAY BARN.  600 FEET NORTH OF CENTER LINE
 CP1162'OF NEW LEVEE.  500 FEET WEST OF SMALL DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1540 ***********************************************************************
 BK1540  DESIGNATION -  HOMEWOOD
 BK1540  PID         -  BK1540
 BK1540  STATE/COUNTY-  LA/CALCASIEU
 BK1540  USGS QUAD   -  IOWA (1994)
 BK1540
 BK1540                         *CURRENT SURVEY CONTROL
 BK1540  ___________________________________________________________________
 BK1540* NAD 83(1992)-  30 07 37.16580(N)    093 04 50.40516(W)     ADJUSTED  
 BK1540* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK1540  **This station is located in a subsidence area (see below).
 BK1540  ___________________________________________________________________
 BK1540  X           -    -296,718.946 (meters)                     COMP
 BK1540  Y           -  -5,513,205.806 (meters)                     COMP
 BK1540  Z           -   3,182,545.788 (meters)                     COMP
 BK1540  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BK1540  ELLIP HEIGHT-         -22.86  (meters)          (02/20/02) GPS OBS
 BK1540  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK1540  DYNAMIC HT  -           4.5   (meters)      15.    (feet)  COMP
 BK1540  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BK1540
 BK1540  HORZ ORDER  -  FIRST
 BK1540  VERT ORDER  -  THIRD (See Below)
 BK1540  ELLP ORDER  -  FOURTH    CLASS I
 BK1540
 BK1540.The horizontal coordinates were established by classical geodetic methods
 BK1540.and adjusted by the National Geodetic Survey in January 1993..
 BK1540
 BK1540 ** The orthometric height has not been validated since last determined
 BK1540 ** by differential leveling and should not be used for control purposes.
 BK1540 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1540 ** area with valid NAVD 88 orthometric heights.
 BK1540 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1540 ** epoch indicated which incorporates improved geoid heights for the
 BK1540 ** Southern Louisiana Subsidence area.
 BK1540 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1540.The orthometric height was scaled from a topographic map.
 BK1540.The vertical order pertains to the first NAVD 88 superseded value.
 BK1540
 BK1540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1540
 BK1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1540
 BK1540.The ellipsoidal height was determined by GPS observations
 BK1540.and is referenced to NAD 83.
 BK1540
 BK1540.The geoid height was determined by GEOID03.
 BK1540
 BK1540.The dynamic height is computed by dividing the NAVD 88
 BK1540.geopotential number by the normal gravity value computed on the
 BK1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1540.degrees latitude (g = 980.6199 gals.).
 BK1540
 BK1540.The modeled gravity was interpolated from observed gravity values.
 BK1540
 BK1540;                    North         East     Units Scale Factor Converg.
 BK1540;SPC LA S     -   181,626.388   831,639.858   MT  0.99992816   -0 52 25.3
 BK1540;SPC LA S     -   595,885.91  2,728,471.77   sFT  0.99992816   -0 52 25.3
 BK1540;UTM  15      - 3,332,859.810   492,229.672   MT  0.99960074   -0 02 25.8
 BK1540
 BK1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1540!SPC LA S     -   1.00000359  x   0.99992816  =   0.99993175
 BK1540!UTM  15      -   1.00000359  x   0.99960074  =   0.99960433
 BK1540
 BK1540|---------------------------------------------------------------------|
 BK1540| PID    Reference Object                     Distance      Geod. Az  |
 BK1540|                                                           dddmmss.s |
 BK1540| CV7733 HOMEWOOD RM 1                                      00346     |
 BK1540| CV7734 HOMEWOOD RM 2                        62.850 METERS 11219     |
 BK1540| CV7732 HOMEWOOD AZ MK                                     3404221.2 |
 BK1540|---------------------------------------------------------------------|
 BK1540
 BK1540                          SUPERSEDED SURVEY CONTROL
 BK1540
 BK1540  ELLIP H (01/13/95)  -22.75   (m)                       GP(       ) 3 2
 BK1540  NAD 83(1986)-  30 07 37.18832(N)    093 04 50.39856(W) AD(       ) 1
 BK1540  NAD 27      -  30 07 36.42941(N)    093 04 49.85647(W) AD(       ) 1
 BK1540  NAVD 88 (01/13/95)    4.45   (m)           14.6    (f) LEVELING    3  
 BK1540  NGVD 29 (??/??/??)    4.431  (m)           14.54   (f) ADJUSTED    1 2
 BK1540
 BK1540.Superseded values are not recommended for survey control.
 BK1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1540.See file dsdata.txt to determine how the superseded data were derived.
 BK1540
 BK1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9223032860(NAD 83)
 BK1540_MARKER: DS = TRIANGULATION STATION DISK
 BK1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1540_SP_SET: CONCRETE POST
 BK1540_STAMPING: HOMEWOOD 1930
 BK1540_MARK LOGO: CGS   
 BK1540_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1540+STABILITY: SURFACE MOTION
 BK1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1540+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1991
 BK1540
 BK1540  HISTORY     - Date     Condition        Report By
 BK1540  HISTORY     - 1931     MONUMENTED       CGS
 BK1540  HISTORY     - 1936     GOOD             LAGS
 BK1540  HISTORY     - 1937     GOOD             LAGS
 BK1540  HISTORY     - 1961     GOOD             LOCENG
 BK1540  HISTORY     - 1965     GOOD             CGS
 BK1540  HISTORY     - 1968     GOOD             LADTD
 BK1540  HISTORY     - 1981     GOOD             NGS
 BK1540  HISTORY     - 19910103 GOOD             VFM
 BK1540
 BK1540                          STATION DESCRIPTION
 BK1540
 BK1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK1540'STATION IS IN THE SMALL HAMLET OF HOMEWOOD WHICH IS ABOUT 10
 BK1540'MILES SE OF LAKE CHARLES, AT THE JUNCTION OF STATE HIGHWAY 98
 BK1540'AND U.S. HIGHWAY 171.  STATION IS 161 FEET W OF CENTER LINE
 BK1540'OF HIGHWAY 171, 6.2 FEET NW OF THE NW CORNER OF FENCE AROUND
 BK1540'HOUSE AND BLACKSMITH SHOP OF ALCIDE RICHARD, 1.1 FEET W OF
 BK1540'FENCE LINE BETWEEN RIGHT-OF-WAY OF THE SOUTHERN PACIFIC AND
 BK1540'THE PROPERTY OF THE YOUNT-LEE OIL COMPANY, AND 46.7 FEET E OF
 BK1540'E RAIL OF RAILROAD.
 BK1540'
 BK1540'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK1540'DISKS SET IN CONCRETE.
 BK1540'
 BK1540'UPPER MARK PROJECTS 3 INCHES.
 BK1540'
 BK1540'REFERENCE MARK NO. 1 IS FLUSH WITH SURFACE, 45 FEET NW OF
 BK1540'NW CORNER OF FIRST WOODEN CULVERT ABOUT 0.3 MILE N OF JUNCTION
 BK1540'OF THE HIGHWAYS MENTIONED ABOVE, 48 FEET W OF CENTER LINE OF
 BK1540'HIGHWAY 171, 1.85 FEET SE OF SE CORNER OF THE YOUNT-LEE OIL
 BK1540'COMPANYS FENCE AND ABOUT 0.25 MILE FROM STATION, N 03 DEG 49
 BK1540'MIN E.
 BK1540'
 BK1540'REFERENCE MARK NO. 2 IS FLUSH WITH SURFACE, IN VACANT FIELD
 BK1540'ON OPPOSITE SIDE OF ROAD FROM RICHARDS BLACKSMITH SHOP, 30
 BK1540'FEET E OF CENTER LINE OF HIGHWAY 171, 64 FEET N OF AN E-W
 BK1540'FENCE LINE, AND 206.20 FEET FROM STATION, S 62 DEG 41 MIN E.
 BK1540'
 BK1540'AN AZIMUTH MARK (PROBABLY A STANDARD DISK SET IN CONCRETE)
 BK1540'IS ABOUT 3 MILES FROM STATION ON PROPERTY OWNED BY E.O.
 BK1540'DOUGHENBOUG.
 BK1540'
 BK1540'TO REACH THE MARK FROM THE STATION, GO N 2 MILES ON HIGHWAY
 BK1540'171, TO A LEFT TURN IN THE ROAD, THEN ON 1 MILE TO BRIDGE
 BK1540'CROSSING A DITCH, TAKE ROAD ABOUT 50 YARDS E OF RAILROAD
 BK1540'CROSSING LEADING N 0.7 MILE TO MR. DOUGHENBOUGS HOUSE, WHICH
 BK1540'IS A FAIRLY LARGE PAINTED HOUSE W OF THE ROAD.  THE MARK IS
 BK1540'30 FEET W OF CENTER LINE OF ROAD, 13.71 FEET NW OF NE CORNER OF
 BK1540'FENCE AROUND BARNYARD AND IS SET 12 INCHES BELOW SURFACE.
 BK1540'ITS AZIMUTH FROM STATION IS N 19 DEG 17 MIN W.
 BK1540
 BK1540                          STATION RECOVERY (1936)
 BK1540
 BK1540'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK1540'RECOVERED AS DESCRIBED EXCEPT THAT THE BLACKSMITH SHOP MENTIONED
 BK1540'IS NO LONGER THERE ALTHOUGH THE FENCES ARE STILL INTACT AND THE
 BK1540'HOUSE MENTIONED IS STILL THERE.
 BK1540
 BK1540                          STATION RECOVERY (1937)
 BK1540
 BK1540'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK1540'RECOVERED AS DESCRIBED EXCEPT SPELLING OF TOWN NAME IS HOLMWOOD.
 BK1540'SUBSTITUTE LOUISIANA STATE ROUTE 42 FOR U.S. HIGHWAY 171.
 BK1540
 BK1540                          STATION RECOVERY (1961)
 BK1540
 BK1540'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 BK1540'RECOVERED BY UNION TX NAT GAS CORP
 BK1540'
 BK1540'STATION IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BK1540
 BK1540                          STATION RECOVERY (1965)
 BK1540
 BK1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BK1540'THE STATION MARK, STAMPED HOMEWOOD 1930, IS ABOUT 0.3 MILE
 BK1540'NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WEST
 BK1540'ONE OF TWO RICE MILLS AT HOLMWOOD, IN SECTION 33, T 10 S,
 BK1540'R 7 W, 143 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 386
 BK1540'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF STATE
 BK1540'HIGHWAYS 14 AND 27, 47 FEET NORTHEAST OF THE NORTHEAST RAIL,
 BK1540'1.6 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH
 BK1540'THE HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS,
 BK1540'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BK1540'
 BK1540'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 BK1540'TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION IN THE DESCRIBED
 BK1540'LOCATION.
 BK1540'
 BK1540'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 BK1540'TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION IN THE DESCRIBED
 BK1540'LOCATION.
 BK1540
 BK1540                          STATION RECOVERY (1968)
 BK1540
 BK1540'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK1540'0.3 MI NW FROM HOLMWOOD.
 BK1540'ABOUT 0.3 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1540'WEST ONE OF TWO RICE MILLS AT HOLMWOOD, 143 FEET WEST OF THE
 BK1540'CENTERLINE OF THE HIGHWAY, 386 FEET NORTHWEST OF THE CENTER OF THE
 BK1540'INTERSECTION OF STATE HIGHWAY 14 AND 27, 47 FEET NORTHEAST OF THE
 BK1540'NORTHEAST RAIL, 1.6 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT
 BK1540'LEVEL WITH THE ROADWAY AND 3 FEET BELOW LEVEL OF THE RAILS, A
 BK1540'TRIANGULATION STATION DISK IN THE TOP OF A CONCRETE POST PROJECTING 4
 BK1540'INCHES.  SEC 33, T10S, R 7W.
 BK1540
 BK1540                          STATION RECOVERY (1981)
 BK1540
 BK1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1540'RECOVERED IN GOOD CONDITION.
 BK1540
 BK1540                          STATION RECOVERY (1991)
 BK1540
 BK1540'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK1540'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0891 ***********************************************************************
 BX0891  DESIGNATION -  HONDURAS RESET
 BX0891  PID         -  BX0891
 BX0891  STATE/COUNTY-  LA/RAPIDES
 BX0891  USGS QUAD   -  LATANIER (1993)
 BX0891
 BX0891                         *CURRENT SURVEY CONTROL
 BX0891  ___________________________________________________________________
 BX0891* NAD 83(1986)-  31 11 58.     (N)    092 20 31.     (W)     SCALED    
 BX0891* NAVD 88     -        20.395  (meters)      66.91   (feet)  ADJUSTED  
 BX0891  ___________________________________________________________________
 BX0891  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BX0891  DYNAMIC HT  -          20.369 (meters)      66.83  (feet)  COMP
 BX0891  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 BX0891
 BX0891  VERT ORDER  -  FIRST     CLASS I
 BX0891
 BX0891.The horizontal coordinates were scaled from a topographic map and have
 BX0891.an estimated accuracy of +/- 6 seconds.
 BX0891
 BX0891.The orthometric height was determined by differential leveling
 BX0891.and adjusted by the National Geodetic Survey in February 1994..
 BX0891
 BX0891.The geoid height was determined by GEOID03.
 BX0891
 BX0891.The dynamic height is computed by dividing the NAVD 88
 BX0891.geopotential number by the normal gravity value computed on the
 BX0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0891.degrees latitude (g = 980.6199 gals.).
 BX0891
 BX0891.The modeled gravity was interpolated from observed gravity values.
 BX0891
 BX0891;                    North         East    Units  Estimated Accuracy
 BX0891;SPC LA N     -    77,560.    1,015,060.      MT  (+/- 180 meters Scaled)
 BX0891
 BX0891                          SUPERSEDED SURVEY CONTROL
 BX0891
 BX0891  NAVD 88 (06/15/91)   20.397  (m)           66.92   (f) UNKNOWN     1 1
 BX0891  NGVD 29 (??/??/??)   20.375  (m)           66.85   (f) ADJUSTED    1 1
 BX0891
 BX0891.Superseded values are not recommended for survey control.
 BX0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0891.See file dsdata.txt to determine how the superseded data were derived.
 BX0891
 BX0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ626518(NAD 83)
 BX0891_MARKER: DB = BENCH MARK DISK
 BX0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0891_STAMPING: PBM HONDURAS USE RESET 1959
 BX0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0891+STABILITY: SURFACE MOTION
 BX0891
 BX0891  HISTORY     - Date     Condition        Report By
 BX0891  HISTORY     - 1959     MONUMENTED       CGS
 BX0891  HISTORY     - 1966     GOOD             CGS
 BX0891  HISTORY     - 1977     GOOD             NGS
 BX0891
 BX0891                          STATION DESCRIPTION
 BX0891
 BX0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0891'1.2 MI SE FROM LATANIER.
 BX0891'ABOUT 1.2 MILES SOUTHEAST ALONG STATE ROAD 457 FROM THE INTERSECTION
 BX0891'OF STATE HIGHWAY 1 AT LATANIER, IN SECTION 26, T 3 N, R 1 E, ABOUT 0.5
 BX0891'MILE SOUTHEAST OF A HIGH VOLTAGE POWER LINE WITH 3 LINES CROSSING OVER
 BX0891'THE HIGHWAY, ABOUT 0.1 MILE NORTHWEST OF A CURVE IN THE HIGHWAY, 31
 BX0891'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY , 68 FEET
 BX0891'NORTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER POLE, 1 FOOT
 BX0891'NORTHEAST OF A FENCE, 1.3 FEET NORTHEAST OF A METAL WITNESS POST,
 BX0891'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX0891'CONCRETE POST FLUSH WITH THE GROUND.
 BX0891
 BX0891                          STATION RECOVERY (1977)
 BX0891
 BX0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2882 ***********************************************************************
 CQ2882  DESIGNATION -  HONEY
 CQ2882  PID         -  CQ2882
 CQ2882  STATE/COUNTY-  LA/BIENVILLE
 CQ2882  USGS QUAD   -  WILSON CREEK (1986)
 CQ2882
 CQ2882                         *CURRENT SURVEY CONTROL
 CQ2882  ___________________________________________________________________
 CQ2882* NAD 83(1992)-  32 22 54.81438(N)    092 49 06.39761(W)     ADJUSTED  
 CQ2882* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 CQ2882  ___________________________________________________________________
 CQ2882  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CQ2882  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ2882
 CQ2882  HORZ ORDER  -  SECOND
 CQ2882
 CQ2882.The horizontal coordinates were established by classical geodetic methods
 CQ2882.and adjusted by the National Geodetic Survey in January 1993..
 CQ2882
 CQ2882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2882
 CQ2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2882
 CQ2882.The geoid height was determined by GEOID03.
 CQ2882
 CQ2882;                    North         East     Units Scale Factor Converg.
 CQ2882;SPC LA N     -   208,701.558   970,036.254   MT  0.99994745   -0 10 06.1
 CQ2882;SPC LA N     -   684,715.03  3,182,527.28   sFT  0.99994745   -0 10 06.1
 CQ2882;UTM  15      - 3,582,781.407   517,077.507   MT  0.99960360   +0 05 50.0
 CQ2882
 CQ2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2882!SPC LA N     -   0.99999053  x   0.99994745  =   0.99993798
 CQ2882!UTM  15      -   0.99999053  x   0.99960360  =   0.99959414
 CQ2882
 CQ2882:                Primary Azimuth Mark                     Grid Az
 CQ2882:SPC LA N     -  HONEY AZ MK                              140 33 18.8
 CQ2882:UTM  15      -  HONEY AZ MK                              140 17 22.7
 CQ2882
 CQ2882|---------------------------------------------------------------------|
 CQ2882| PID    Reference Object                     Distance      Geod. Az  |
 CQ2882|                                                           dddmmss.s |
 CQ2882| CY4686 HONEY AZ MK                                        1402312.7 |
 CQ2882| CQ2881 HONEY LADH RM 1 1971                  8.789 METERS 14344     |
 CQ2882| CY4689 HONEY RM 2                           12.242 METERS 32340     |
 CQ2882| CY4687 HONEY AZ MK 2                                      3264031.8 |
 CQ2882|---------------------------------------------------------------------|
 CQ2882
 CQ2882                          SUPERSEDED SURVEY CONTROL
 CQ2882
 CQ2882  NAD 83(1986)-  32 22 54.82753(N)    092 49 06.38878(W) AD(       ) 2
 CQ2882  NAD 27      -  32 22 54.27514(N)    092 49 05.83278(W) AD(       ) 2
 CQ2882  NGVD 29 (07/19/86)   86.0    (m)          282.     (f) VERT ANG       
 CQ2882
 CQ2882.Superseded values are not recommended for survey control.
 CQ2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2882.See file dsdata.txt to determine how the superseded data were derived.
 CQ2882
 CQ2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1707882781(NAD 83)
 CQ2882_MARKER: DD = SURVEY DISK
 CQ2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2882
 CQ2882  HISTORY     - Date     Condition        Report By
 CQ2882  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2882
 CQ2882                          STATION DESCRIPTION
 CQ2882
 CQ2882'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2882'THE STATION IS LOCATED 9 MILES NORTHWEST OF HODGE, 14 MILES
 CQ2882'SOUTHWEST OF RUSTON AND 5 MILES NORTHEAST OF LIBERTY HILL, IN
 CQ2882'THE SOUTHWEST 1/4 OF SECTION 7, T16N, R5W, AND ON THE PROPERTY
 CQ2882'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ2882'
 CQ2882'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 167
 CQ2882'AND STATE HIGHWAY 147 IN HODGE, GO NORTHWEST ALONG STATE HIGHWAY
 CQ2882'147 FOR 10.4 MILES TO THE STATION WHICH IS SET ON THE LEFT AND
 CQ2882'SOUTHWEST OF THE HIGHWAY NEAR A FENCE AND A POWER POLE.  (THIS
 CQ2882'AREA IS KNOWN AS THE DRISCOLL OIL FIELD).
 CQ2882'
 CQ2882'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 CQ2882'STATE HIGHWAY 147 FOR 0.27 MILE TO THE MARK WHICH IS SET ON THE
 CQ2882'LEFT AND NORTHEAST OF THE HIGHWAY NEAR A POWER POLE AND A FENCE.
 CQ2882'
 CQ2882'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE NORTH ALONG STATE
 CQ2882'HIGHWAY 147 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE LEFT
 CQ2882'AND WEST OF THE HIGHWAY NEAR A FENCE AND A CONCRETE CULVERT.
 CQ2882'
 CQ2882'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2882'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CQ2882'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2882'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2882'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2882'SURFACE.  THEY ARE STAMPED HONEY 1971.  THE MARK IS 121 FEET
 CQ2882'SOUTHEAST OF POWER POLE NUMBER 52, 47 FEET SOUTHWEST OF THE
 CQ2882'CENTER OF STATE HIGHWAY 147, 2 FEET SOUTHEAST OF A METAL
 CQ2882'WITNESS POST AND SIGN, AND 1.5 FEET NORTHEAST OF A FENCE.
 CQ2882'
 CQ2882'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2882'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2882'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2882'GROUND.  IT IS STAMPED HONEY R.M. 1 1971.  IT IS 150 FEET
 CQ2882'SOUTHEAST OF POWER POLE NUMBER 52, 47 FEET SOUTHWEST OF THE
 CQ2882'CENTER OF STATE HIGHWAY 147, AND 1.5 FEET NORTHEAST OF A FENCE.
 CQ2882'
 CQ2882'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2882'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2882'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2882'GROUND.  IT IS STAMPED HONEY R.M. 2 1971.  IT IS 81 FEET
 CQ2882'SOUTHEAST OF POWER POLE NUMBER 52, 47 FEET SOUTHWEST OF THE
 CQ2882'CENTER OF STATE HIGHWAY 147, AND 1.5 FEET NORTHEAST OF A FENCE.
 CQ2882'
 CQ2882'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2882'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2882'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2882'GROUND.  IT IS STAMPED HONEY AZ. MK. 1971.  IT IS 250 FEET
 CQ2882'SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT, 80 FEET
 CQ2882'NORTHWEST OF POWER POLE NUMBER 46, 49 FEET NORTHEAST OF THE
 CQ2882'CENTER OF STATE HIGHWAY 147, 2 FEET SOUTHWEST OF A FENCE, AND 2
 CQ2882'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ2882'
 CQ2882'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2882'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CQ2882'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2882'GROUND.  IT IS STAMPED HONEY AZ. MK. 2 1971.  IT IS 90 FEET
 CQ2882'SOUTH-SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT, 45 FEET
 CQ2882'WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 147, 4 FEET
 CQ2882'EAST-NORTHEAST OF A FENCE, AND 2.5 FEET SOUTH-SOUTHEAST OF
 CQ2882'A METAL WITNESS POST AND SIGN.
 CQ2882'
 CQ2882'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6171 ***********************************************************************
 AH6171  DESIGNATION -  HONEY
 AH6171  PID         -  AH6171
 AH6171  STATE/COUNTY-  LA/TERREBONNE
 AH6171  USGS QUAD   -  GRAY (1980)
 AH6171
 AH6171                         *CURRENT SURVEY CONTROL
 AH6171  ___________________________________________________________________
 AH6171* NAD 83(1992)-  29 44 17.30153(N)    090 49 16.92734(W)     ADJUSTED  
 AH6171* NAVD 88     -         3.1  **(meters)      10.   **(feet)  GPS OBS   
 AH6171  **This station is located in a subsidence area (see below).
 AH6171  ___________________________________________________________________
 AH6171  X           -     -79,455.045 (meters)                     COMP
 AH6171  Y           -  -5,542,123.584 (meters)                     COMP
 AH6171  Z           -   3,145,191.010 (meters)                     COMP
 AH6171  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6171  ELLIP HEIGHT-         -22.68  (meters)          (02/21/02) GPS OBS
 AH6171  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AH6171
 AH6171  HORZ ORDER  -  FIRST
 AH6171  ELLP ORDER  -  FIFTH     CLASS I
 AH6171
 AH6171.The horizontal coordinates were established by GPS observations
 AH6171.and adjusted by the National Geodetic Survey in December 1998..
 AH6171
 AH6171 ** The orthometric height has not been validated since last determined
 AH6171 ** by differential leveling and should not be used for control purposes.
 AH6171 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6171 ** area with valid NAVD 88 orthometric heights.
 AH6171 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6171 ** epoch indicated which incorporates improved geoid heights for the
 AH6171 ** Southern Louisiana Subsidence area.
 AH6171 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6171.The orthometric height was determined by GPS observations and a
 AH6171.high-resolution geoid model.
 AH6171
 AH6171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6171
 AH6171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6171
 AH6171.The ellipsoidal height was determined by GPS observations
 AH6171.and is referenced to NAD 83.
 AH6171
 AH6171.The geoid height was determined by GEOID03.
 AH6171
 AH6171;                    North         East     Units Scale Factor Converg.
 AH6171;SPC LA S     -   137,351.778 1,049,523.410   MT  0.99993619   +0 15 21.6
 AH6171;SPC LA S     -   450,628.29  3,443,311.39   sFT  0.99993619   +0 15 21.6
 AH6171;UTM  15      - 3,291,757.298   710,699.389   MT  1.00014778   +1 04 51.9
 AH6171
 AH6171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6171!SPC LA S     -   1.00000356  x   0.99993619  =   0.99993975
 AH6171!UTM  15      -   1.00000356  x   1.00014778  =   1.00015134
 AH6171
 AH6171                          SUPERSEDED SURVEY CONTROL
 AH6171
 AH6171  ELLIP H (12/17/98)  -22.65   (m)                       GP(       ) 4 2
 AH6171
 AH6171.Superseded values are not recommended for survey control.
 AH6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6171.See file dsdata.txt to determine how the superseded data were derived.
 AH6171
 AH6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1069991757(NAD 83)
 AH6171_MARKER: I = METAL ROD
 AH6171_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6171_STAMPING: HONEY
 AH6171_MARK LOGO: LA-109
 AH6171_PROJECTION: RECESSED 10 CENTIMETERS
 AH6171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6171+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6171_ROD/PIPE-DEPTH: 18.3 meters
 AH6171_SLEEVE-DEPTH  :  0.9 meters
 AH6171
 AH6171  HISTORY     - Date     Condition        Report By
 AH6171  HISTORY     - 1995     MONUMENTED       MPHI
 AH6171
 AH6171                          STATION DESCRIPTION
 AH6171
 AH6171'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6171'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6171'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6171'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6171'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 12.75 MI (20.52 KM) TO
 AH6171'JUNCTION WITH MAIN PROJECT ROAD.  TRAVEL NORTH ON MAIN PROJECT ROAD
 AH6171'FOR 1.43 MI (2.30 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AH6171'STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATIONIS 21.20 FT
 AH6171'(6.46 M) NORTHEAST OF THE CENTERLINE OF MAIN PROJECT ROAD, 25.5 FT
 AH6171'(7.8 M) SOUTHEAST OF THE CENTERLINE OF HONEYSUCKLE DRIVE, 60.10 FT
 AH6171'(18.32 M) SOUTHWEST OF THE FIRE HYDRANT, 33.80 FT (10.30 M) SOUTHWEST
 AH6171'OF THE TELEPHONE PED./POWER POLE WITH LIGHT, 88.50 FT (26.97 M)
 AH6171'NORTHWEST OF THE FIRE HYDRANT, AND 48.80 FT (14.87 M) WEST OF THE
 AH6171'NORTHWEST CORNER OF HOUSE NO. 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0931 ***********************************************************************
 AV0931  DESIGNATION -  HONKER
 AV0931  PID         -  AV0931
 AV0931  STATE/COUNTY-  LA/CAMERON
 AV0931  USGS QUAD   -  WEST OF JOHNSON BAYOU (1993)
 AV0931
 AV0931                         *CURRENT SURVEY CONTROL
 AV0931  ___________________________________________________________________
 AV0931* NAD 83(1992)-  29 48 12.31495(N)    093 45 11.74132(W)     ADJUSTED  
 AV0931* NAVD 88     -         0.2    (meters)       1.     (feet)  VERTCON   
 AV0931  ___________________________________________________________________
 AV0931  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AV0931  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AV0931
 AV0931  HORZ ORDER  -  SECOND
 AV0931
 AV0931.The horizontal coordinates were established by classical geodetic methods
 AV0931.and adjusted by the National Geodetic Survey in February 1996..
 AV0931
 AV0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0931
 AV0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0931
 AV0931.The geoid height was determined by GEOID03.
 AV0931
 AV0931;                    North         East     Units Scale Factor Converg.
 AV0931;SPC LA S     -   146,947.080   766,084.704   MT  0.99993165   -1 12 36.0
 AV0931;SPC LA S     -   482,108.88  2,513,396.23   sFT  0.99993165   -1 12 36.0
 AV0931;UTM  15      - 3,297,240.952   427,205.846   MT  0.99966538   -0 22 27.9
 AV0931
 AV0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0931!SPC LA S     -   1.00000422  x   0.99993165  =   0.99993587
 AV0931!UTM  15      -   1.00000422  x   0.99966538  =   0.99966960
 AV0931
 AV0931:                Primary Azimuth Mark                     Grid Az
 AV0931:SPC LA S     -  MEADOWS                                  080 17 11.4
 AV0931:UTM  15      -  MEADOWS                                  079 27 03.3
 AV0931
 AV0931|---------------------------------------------------------------------|
 AV0931| PID    Reference Object                     Distance      Geod. Az  |
 AV0931|                                                           dddmmss.s |
 AV0931| AV0875 MEADOWS                             APPROX.11.7 KM 0790435.4 |
 AV0931| AV0873 JOHNSONS BAYOU CAMERON TEL MST      APPROX.12.8 KM 1110802.8 |
 AV0931| AV0877 JOHNSONS BAYOU MOBIL OIL MAST       APPROX.11.7 KM 1122552.7 |
 AV0931| AV0868 JOHNSONS BAYOU G AMER OIL MAST      APPROX.13.1 KM 1123740.0 |
 AV0931| CV9895 HONKER RM 1                          29.476 METERS 14326     |
 AV0931| CV9896 HONKER RM 2                          36.672 METERS 20338     |
 AV0931| AV0901 SABINE PASS CG LIFE BOAT STA        APPROX.14.6 KM 2220513.8 |
 AV0931| AV0903 SABINE PASS TV STA KBMT MAST        APPROX.14.5 KM 2265518.5 |
 AV0931| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX.21.9 KM 2883115.8 |
 AV0931| AV0941 W PORT ARTHUR GULF REFIN GR TK      APPROX.21.7 KM 2891226.2 |
 AV0931| AV0946 PORT ARTHUR SW MUNICIPAL TANK       APPROX.20.1 KM 2922629.8 |
 AV0931| AV0975 PORT ARTHUR MUNICIPAL TANK          APPROX.19.7 KM 2971811.4 |
 AV0931|---------------------------------------------------------------------|
 AV0931
 AV0931                          SUPERSEDED SURVEY CONTROL
 AV0931
 AV0931  NAD 83(1992)-  29 48 12.31477(N)    093 45 11.74132(W) AD(       ) 2
 AV0931  NAD 83(1986)-  29 48 12.33743(N)    093 45 11.72591(W) AD(       ) 2
 AV0931  NAD 27      -  29 48 11.54850(N)    093 45 11.14540(W) AD(       ) 2
 AV0931  NGVD 29 (07/19/86)    0.2    (m)            1.     (f) VERT ANG       
 AV0931
 AV0931.Superseded values are not recommended for survey control.
 AV0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0931.See file dsdata.txt to determine how the superseded data were derived.
 AV0931
 AV0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2720697241(NAD 83)
 AV0931_MARKER: DS = TRIANGULATION STATION DISK
 AV0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0931+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AV0931
 AV0931  HISTORY     - Date     Condition        Report By
 AV0931  HISTORY     - 1963     MONUMENTED       CGS
 AV0931  HISTORY     - 1988     GOOD             USPSQD
 AV0931  HISTORY     - 1988     GOOD             USPSQD
 AV0931  HISTORY     - 20031005 GOOD             USPSQD
 AV0931  HISTORY     - 20050319 GOOD             USPSQD
 AV0931
 AV0931                          STATION DESCRIPTION
 AV0931
 AV0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0931'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF JOHNSONS
 AV0931'BAYOU SCHOOL, NEAR JOHNSONS LANDING WHICH IS LOCATED AT THE
 AV0931'CONFLUENCE OF JOHNSONS AND DEEP BAYOUS, ON PROPERTY OWNED BY
 AV0931'MR. JOHN W. MECOM.
 AV0931'
 AV0931'TO REACH THE STATION FROM JOHNSONS BAYOU SCHOOL, GO WEST
 AV0931'ON STATE HIGHWAY 82 FOR 3.4 MILES TO A SIDE ROAD RIGHT.
 AV0931'TURN RIGHT AND GO NORTH ON SHELL ROAD FOR 1.45 MILES TO A
 AV0931'SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A
 AV0931'SIDE ROAD RIGHT.  KEEP LEFT, STRAIGHT AHEAD FOR 0.2 MILE TO
 AV0931'STATION DEEP (USGS) ON THE RIGHT.  CONTINUE NORTH FOR 0.8 MILE
 AV0931'TO THE EAST END OF A WOODEN BRIDGE OVER DEEP BAYOU AND STATION
 AV0931'ON RIGHT AS DESCRIBED.
 AV0931'
 AV0931'THE STATION IS A STANDARD DISK STAMPED HONKER 1963, SET
 AV0931'IN A 10 X 10 INCH CONCRETE MONUMENT, PROJECTS 1 INCH ABOVE
 AV0931'GROUND.  IT IS 5.0 FEET NORTHEAST OF A 3 INCH DIAMETER CREOSOTE
 AV0931'WOOD WITNESS POST AND SIGN.  15.2 FEET WEST OF A FENCE CORNER.
 AV0931'14.8 FEET NORTHWEST OF THE BAYOU BANK.
 AV0931'
 AV0931'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HONKER NO 1 1963,
 AV0931'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTS
 AV0931'2 INCHES ABOVE THE GROUND.  IT IS 1.1 FEET SOUTHWEST OF THE
 AV0931'FENCE LINE.  57.3 FEET SOUTHWEST OF A POWERLINE POLE.  57
 AV0931'FEET WEST OF THE SHELL ROAD.
 AV0931'
 AV0931'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HONKER NO 2 1963,
 AV0931'SET IN A 10X10 INCH SQUARE CONCRETE MONUMENT, PROJECTS 3
 AV0931'INCHES ABOVE GROUND.  IT IS 6.0 FEET SOUTH OF THE BAYOU BANK.
 AV0931'37.8 FEET WEST OF THE CENTER OF THE SHELL ROAD.  49.0 FEET
 AV0931'WEST OF A POWERLINE POLE.
 AV0931'
 AV0931'HEIGHT OF LIGHT ABOVE STATION MARK 26.06 METERS.
 AV0931
 AV0931                          STATION RECOVERY (1988)
 AV0931
 AV0931'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 AV0931'RECOVERED IN GOOD CONDITION.
 AV0931
 AV0931                          STATION RECOVERY (1988)
 AV0931
 AV0931'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0931'RECOVERED IN GOOD CONDITION.
 AV0931
 AV0931                          STATION RECOVERY (2003)
 AV0931
 AV0931'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0931'AV0931 RM1 FOUND GOOD
 AV0931'AV0931 RM2 FOUND IN HORIZONTAL POSITION NEXT TO SHORE LINE DAMAGED
 AV0931
 AV0931                          STATION RECOVERY (2005)
 AV0931
 AV0931'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2946 ***********************************************************************
 AU2946  DESIGNATION -  HONORE
 AU2946  PID         -  AU2946
 AU2946  STATE/COUNTY-  LA/LAFOURCHE
 AU2946  USGS QUAD   -  CAMINADA PASS (1994)
 AU2946
 AU2946                         *CURRENT SURVEY CONTROL
 AU2946  ___________________________________________________________________
 AU2946* NAD 83(1992)-  29 13 52.19454(N)    090 05 04.40331(W)     ADJUSTED  
 AU2946* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2946  **This station is located in a subsidence area (see below).
 AU2946  ___________________________________________________________________
 AU2946  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AU2946  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AU2946
 AU2946  HORZ ORDER  -  SECOND
 AU2946
 AU2946.The horizontal coordinates were established by classical geodetic methods
 AU2946.and adjusted by the National Geodetic Survey in January 1993..
 AU2946
 AU2946 ** The orthometric height has not been validated since last determined
 AU2946 ** by differential leveling and should not be used for control purposes.
 AU2946 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2946 ** area with valid NAVD 88 orthometric heights.
 AU2946 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2946 ** epoch indicated which incorporates improved geoid heights for the
 AU2946 ** Southern Louisiana Subsidence area.
 AU2946 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2946.The orthometric height was scaled from a topographic map.
 AU2946
 AU2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2946
 AU2946.The geoid height was determined by GEOID03.
 AU2946
 AU2946;                    North         East     Units Scale Factor Converg.
 AU2946;SPC LA S     -    81,709.476 1,121,407.187   MT  1.00001528   +0 37 27.9
 AU2946;SPC LA S     -   268,075.17  3,679,150.08   sFT  1.00001528   +0 37 27.9
 AU2946;UTM  15      - 3,237,120.069   783,394.316   MT  1.00059115   +1 25 28.8
 AU2946
 AU2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2946!SPC LA S     -   1.00000376  x   1.00001528  =   1.00001904
 AU2946!UTM  15      -   1.00000376  x   1.00059115  =   1.00059492
 AU2946
 AU2946:                Primary Azimuth Mark                     Grid Az
 AU2946:SPC LA S     -  MARTIGAN 1911                            058 08 58.0
 AU2946:UTM  15      -  MARTIGAN 1911                            057 20 57.1
 AU2946
 AU2946|---------------------------------------------------------------------|
 AU2946| PID    Reference Object                     Distance      Geod. Az  |
 AU2946|                                                           dddmmss.s |
 AU2946| AU2916 MARTIGAN 1911                       APPROX. 7.5 KM 0584625.9 |
 AU2946| DD7199 HONORE RM 2                          24.550 METERS 11906     |
 AU2946| DD7198 HONORE RM 1                          17.125 METERS 21414     |
 AU2946|---------------------------------------------------------------------|
 AU2946
 AU2946                          SUPERSEDED SURVEY CONTROL
 AU2946
 AU2946  NAD 83(1986)-  29 13 52.20905(N)    090 05 04.41369(W) AD(       ) 2
 AU2946  NAD 27      -  29 13 51.38500(N)    090 05 04.15400(W) AD(       ) 2
 AU2946
 AU2946.Superseded values are not recommended for survey control.
 AU2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2946.See file dsdata.txt to determine how the superseded data were derived.
 AU2946
 AU2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8339437120(NAD 83)
 AU2946_MARKER: DS = TRIANGULATION STATION DISK
 AU2946_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2946_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2946
 AU2946  HISTORY     - Date     Condition        Report By
 AU2946  HISTORY     - 1927     MONUMENTED       CGS
 AU2946  HISTORY     - 1940     GOOD             SHELL
 AU2946  HISTORY     - 1952     POOR             CGS
 AU2946  HISTORY     - 1955     GOOD             CGS
 AU2946  HISTORY     - 1959     GOOD             HUMBLE
 AU2946  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU2946
 AU2946                          STATION DESCRIPTION
 AU2946
 AU2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 AU2946'STATION IS ON THE SW SHORE OF CAMINADA BAY, ABOUT A MILE
 AU2946'W OF THE POINT OF LAND AT THE NORTHWESTERN END OF BAY ST.
 AU2946'HONORE, APPROXIMATELY 1/4 MILE E OF BAY FONT BLANC, JUST E
 AU2946'OF A SMALL HALF-MOON-SHAPED COVE, ABOUT 25 METERS (82 FEET)
 AU2946'FROM THE WATERS EDGE IN VERY SOFT GROUND AND SURROUNDED BY
 AU2946'LOW MANGROVE BUSHES.
 AU2946'
 AU2946'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2946'SET IN CONCRETE IN THE TOP OF TILES.
 AU2946'
 AU2946'REFERENCE MARK NO. 1 IS SURROUNDED BY LOW GRASS AT THE EDGE
 AU2946'OF A SMALL POND AND IS 24.54 METERS (80.5 FEET) FROM THE
 AU2946'STATION S 18 DEG 10 MIN W.
 AU2946'
 AU2946'REFERENCE MARK NO. 2 IS IN THE WATER 2 FEET OFFSHORE AND
 AU2946'17.13 METERS (56.2 FEET) FROM THE STATION N 66 DEG 48 MIN W.
 AU2946
 AU2946                          STATION RECOVERY (1940)
 AU2946
 AU2946'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2946'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  PART
 AU2946'OF THE ORIGINAL DESCRIPTION CALLS FOR THE STATION TO BE 59
 AU2946'FEET SE OF A SMALL CREEK EMPTYING INTO CAMINADA BAY, AND
 AU2946'ABOUT 82 FEET FROM THE SHORE LINE.
 AU2946'
 AU2946'THE SMALL CREEK CALLED FOR HAS FILLED IN SO THAT HARDLY A
 AU2946'TRACE OF IT IS LEFT, AND THE STATION IS ABOUT 40 FEET SE
 AU2946'OF THE NEAREST PORTION OF THE SHORE LINE.  A SMALL BAYOU
 AU2946'RUNS INTO CAMINADA BAY ABOUT 280 FEET NW OF THE STATION.
 AU2946'
 AU2946'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION, AND
 AU2946'THE MEASUREMENTS TO IT WERE VERIFIED, BUT REFERENCE MARK
 AU2946'NO. 2 WAS LYING ON ITS SIDE IN ABOUT 1-1/2 FEET OF WATER,
 AU2946'ABOUT 15 FEET FROM THE SHORE LINE.
 AU2946
 AU2946                          STATION RECOVERY (1952)
 AU2946
 AU2946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2946'STATION WAS RECOVERED IN VERY POOR CONDITION.  REFERENCE
 AU2946'MARK 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2
 AU2946'IS WASHED OUT.  A SMALL POND AT REFERENCE MARK 1 HAS FILLED
 AU2946'IN AND CANNOT BE DISCERNED ON THE GROUND.  A COMPLETE NEW
 AU2946'DESCRIPTION FOLLOWS--
 AU2946'
 AU2946'STATION IS LOCATED ON THE SW SHORE OF CAMINADA BAY, ABOUT
 AU2946'1 MI. NW OF THE POINT OF LAND AT THE NW END OF BAY ST. HONORE,
 AU2946'ABOUT 2000 FT. NW OF THE NW MOUTH OF BAYOU ST. HONORE, AT
 AU2946'A SMALL DOUBLE POINT OF LAND ON THE E SIDE OF TWO SMALL
 AU2946'COVES, IN THE WATER, 2 FT. N OF THE APPARENT SHORELINE, AND
 AU2946'MIDWAY BETWEEN THE TWO SMALL POINTS.  IT IS A STANDARD DISK,
 AU2946'STAMPED HONORE 1927 AND SET IN CONCRETE IN THE TOP OF AN
 AU2946'8-IN. TILE (12 IN. LONG).  THE MONUMENT IS SUPPORTED ON
 AU2946'THE TOP OF AN EXPOSED 4- BY 4-IN. PILING.  THE STATION WILL
 AU2946'PROBABLY BE WASHED OUT SOON.
 AU2946'
 AU2946'REFERENCE MARK 1 IS 24.54 M. (80.5 FT.) FROM THE STATION
 AU2946'S 18 DEG 10 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU2946'IT IS A STANDARD DISK, STAMPED HONORE 1927 NO 1 AND SET
 AU2946'IN CONCRETE IN THE TOP OF AN 8-IN. TILE FLUSH WITH THE GROUND.
 AU2946
 AU2946                          STATION RECOVERY (1955)
 AU2946
 AU2946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2946'STATION AND REFERENCE MARK 1 WERE RECOVERED ESSENTIALLY
 AU2946'AS DESCRIBED BY A.L.P. IN 1952, EXCEPT THAT THE STATION
 AU2946'MARK IS NOW ABOUT 10 FT. OFFSHORE INSTEAD OF 2 FT. OFFSHORE.
 AU2946'RECOVERED IN POOR CONDITION.
 AU2946
 AU2946                          STATION RECOVERY (1959)
 AU2946
 AU2946'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959 (CEM)
 AU2946'ABOVE STATION GONE.
 AU2946'
 AU2946'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 AU2946
 AU2946                          STATION RECOVERY (1965)
 AU2946
 AU2946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU2946'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE STATION
 AU2946'MARK WAS RECOVERED IN POOR CONDITION IN 1955 AND WAS ABOUT
 AU2946'10 FEET OFFSHORE.
 AU2946'
 AU2946'REFERENCE MARK 2 WAS REPORTED LYING ON ITS SIDE IN 1940.
 AU2946'
 AU2946'NO MARKS WERE RECOVERED AT THIS TIME AND IT APPEARS THAT
 AU2946'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2804 ***********************************************************************
 CQ2804  DESIGNATION -  HOODS MILL LOT
 CQ2804  PID         -  CQ2804
 CQ2804  STATE/COUNTY-  LA/JACKSON
 CQ2804  USGS QUAD   -  WOMACK (1989)
 CQ2804
 CQ2804                         *CURRENT SURVEY CONTROL
 CQ2804  ___________________________________________________________________
 CQ2804* NAD 83(1992)-  32 14 08.23571(N)    092 23 34.03281(W)     ADJUSTED  
 CQ2804* NAVD 88     -                                                        
 CQ2804  ___________________________________________________________________
 CQ2804  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CQ2804  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ2804
 CQ2804  HORZ ORDER  -  THIRD
 CQ2804
 CQ2804.The horizontal coordinates were established by classical geodetic methods
 CQ2804.and adjusted by the National Geodetic Survey in January 1993..
 CQ2804
 CQ2804
 CQ2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2804
 CQ2804.The geoid height was determined by GEOID03.
 CQ2804
 CQ2804;                    North         East     Units Scale Factor Converg.
 CQ2804;SPC LA N     -   192,443.123 1,010,104.202   MT  0.99993008   +0 03 24.1
 CQ2804;SPC LA N     -   631,373.81  3,313,983.54   sFT  0.99993008   +0 03 24.1
 CQ2804;UTM  15      - 3,566,714.692   557,207.831   MT  0.99964036   +0 19 26.0
 CQ2804
 CQ2804                          SUPERSEDED SURVEY CONTROL
 CQ2804
 CQ2804  NAD 83(1986)-  32 14 08.24952(N)    092 23 34.02351(W) AD(       ) 4
 CQ2804  NAD 27      -  32 14 07.69228(N)    092 23 33.50822(W) AD(       ) 3
 CQ2804
 CQ2804.Superseded values are not recommended for survey control.
 CQ2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2804.See file dsdata.txt to determine how the superseded data were derived.
 CQ2804
 CQ2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5720866715(NAD 83)
 CQ2804_MARKER: 57 = LOOKOUT TOWER
 CQ2804
 CQ2804  HISTORY     - Date     Condition        Report By
 CQ2804  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2804
 CQ2804                          STATION DESCRIPTION
 CQ2804
 CQ2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2804'STATION IS THE TOP-CENTER OF THE CONICAL SHAPED ROOF OF THE
 CQ2804'HOODS MILL LOOKOUT TOWER OBSERVATION CABIN WHICH IS A SQUARE
 CQ2804'METAL CABIN, SILVER IN COLOR WITH WINDOWS ON ALL SIDES, 110 FEET
 CQ2804'IN HEIGHT AND SUPPORTED BY 4-CHANNEL STEEL LEGS.
 CQ2804'
 CQ2804'LOCATED ABOUT 6 MILES SOUTHEAST OF CHATHAM, 12 MILES
 CQ2804'NORTH-NORTHEAST OF SIKES, 1.1 MILE SOUTH-SOUTHWEST OF THE
 CQ2804'JUNCTION OF STATE HIGHWAYS 4 AND 499, 0.4 MILES EAST OF
 CQ2804'HIGHWAY 499, IN SECTION 32.  T 15 N.  R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4737 ***********************************************************************
 BJ4737  DESIGNATION -  HOOPER
 BJ4737  PID         -  BJ4737
 BJ4737  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4737  USGS QUAD   -  COMITE (1996)
 BJ4737
 BJ4737                         *CURRENT SURVEY CONTROL
 BJ4737  ___________________________________________________________________
 BJ4737* NAD 83(1992)-  30 32 01.06305(N)    091 05 08.20219(W)     ADJUSTED  
 BJ4737* NAVD 88     -        19.21   (+/-2cm)      63.0    (feet)  VERTCON   
 BJ4737  ___________________________________________________________________
 BJ4737  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BJ4737  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4737
 BJ4737  HORZ ORDER  -  SECOND
 BJ4737  VERT ORDER  -  THIRD ? (See Below)
 BJ4737
 BJ4737.The horizontal coordinates were established by classical geodetic methods
 BJ4737.and adjusted by the National Geodetic Survey in January 1993..
 BJ4737.No horizontal observational check was made to the station.
 BJ4737
 BJ4737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4737.The vertical order pertains to the NGVD 29 superseded value.
 BJ4737
 BJ4737.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4737
 BJ4737.The geoid height was determined by GEOID03.
 BJ4737
 BJ4737;                    North         East     Units Scale Factor Converg.
 BJ4737;SPC LA S     -   225,445.008 1,023,772.065   MT  0.99996884   +0 07 25.9
 BJ4737;SPC LA S     -   739,647.50  3,358,825.52   sFT  0.99996884   +0 07 25.9
 BJ4737;UTM  15      - 3,379,477.302   683,659.138   MT  1.00001613   +0 58 22.3
 BJ4737
 BJ4737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4737!SPC LA S     -   1.00000125  x   0.99996884  =   0.99997009
 BJ4737!UTM  15      -   1.00000125  x   1.00001613  =   1.00001738
 BJ4737
 BJ4737|---------------------------------------------------------------------|
 BJ4737| PID    Reference Object                     Distance      Geod. Az  |
 BJ4737|                                                           dddmmss.s |
 BJ4737| BJ4735 BOLO                                 18.585 METERS 34235     |
 BJ4737| CW1153 BRICK CHIMNEY                                      3555537.7 |
 BJ4737|---------------------------------------------------------------------|
 BJ4737
 BJ4737                          SUPERSEDED SURVEY CONTROL
 BJ4737
 BJ4737  NAD 83(1986)-  30 32 01.08091(N)    091 05 08.19968(W) AD(       ) 2
 BJ4737  NAD 27      -  30 32 00.40352(N)    091 05 07.82219(W) AD(       ) 2
 BJ4737  NGVD 29 (07/19/86)   19.22   (m)           63.1    (f) LEVELING    3  
 BJ4737
 BJ4737.Superseded values are not recommended for survey control.
 BJ4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4737.See file dsdata.txt to determine how the superseded data were derived.
 BJ4737
 BJ4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8365979477(NAD 83)
 BJ4737_MARKER: DS = TRIANGULATION STATION DISK
 BJ4737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4737
 BJ4737  HISTORY     - Date     Condition        Report By
 BJ4737  HISTORY     - 1929     MONUMENTED       CGS
 BJ4737  HISTORY     - 1934     GOOD             LAGS
 BJ4737  HISTORY     - 1944     GOOD             CGS
 BJ4737  HISTORY     - 1950     SEE DESCRIPTION  CGS
 BJ4737
 BJ4737                          STATION DESCRIPTION
 BJ4737
 BJ4737'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4737'ABOUT 8 MILES NE OF BATON ROUGE, AND 6 MILES E OF SCOTLAND,
 BJ4737'ON LAND OWNED BY MRS. S.L. HOOPER, ABOUT 0.1 MILE E OF HOOPERS
 BJ4737'STORE, 6.7 METERS (22 FEET) S OF CENTER LINE OF ROAD, 0.2
 BJ4737'METER (0.7 FOOT) N OF FENCE LINE, AND 128.9 METERS (423 FEET)
 BJ4737'W OF CENTER LINE OF HOOPER ROAD AT HOOPERS STORE.
 BJ4737'
 BJ4737'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4737'DISKS SET IN CONCRETE.
 BJ4737'
 BJ4737'REFERENCE MARK NO. 1 IS 6.3 METERS (21 FEET) N OF CENTER
 BJ4737'LINE OF ROAD, AND 14.2 METERS (47 FEET) FROM STATION
 BJ4737'N 00 DEG 33 MIN E.
 BJ4737'
 BJ4737'REFERENCE MARK NO. 2 IS 5.5 METERS (18 FEET) N OF CENTER
 BJ4737'LINE OF ROAD, 22.3 METERS (73 FEET) W OF SE CORNER OF FENCE,
 BJ4737'AND 78.20 METERS (256.6 FEET) FROM STATION N 54 DEG 38 MIN E
 BJ4737'AZIMUTH FROM STATION TO TOP OF BRICK CHIMNEY,
 BJ4737'CENTER OF SW FACE, DISTANT 1/4 MILE, IS 175 DEG 55 MIN 50 SEC.
 BJ4737
 BJ4737                          STATION RECOVERY (1934)
 BJ4737
 BJ4737'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BJ4737'STATION RECOVERED AS DESCRIBED.  ABOUT 8 MILES NW OF BATON
 BJ4737'ROUGE.  6 MILES E OF SCOTLAND ON LAND OWNED BY S.L. HOOPER
 BJ4737'AND ABOUT 0.1 MILE E OF HOOPERS STORE.  6.7 METERS S OF
 BJ4737'THE CENTER LINE OF THE ROAD 0.2 METER N OF THE FENCE LINE
 BJ4737'128.9 METERS W OF THE CENTER LINE OF THE HOOPER ROAD AT
 BJ4737'HOOPERS STORE.
 BJ4737
 BJ4737                          STATION RECOVERY (1944)
 BJ4737
 BJ4737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 BJ4737'STATION FOUND IN GOOD CONDITION.  DESCRIPTION SHOULD BE
 BJ4737'CHANGED TO READ AS FOLLOWS--ON LAND OWNED BY MRS. S.L.
 BJ4737'HOOPER, 6.7 METERS (22 FEET) SOUTH OF CENTER LINE OF ROAD,
 BJ4737'0.2 METER (0.7 FOOT) NORTH OF FENCE LINE, AND 128.9 METERS
 BJ4737'(423 FEET) EAST OF THE POINT WHERE HOOPER ROAD TURN RIGHT,
 BJ4737'AND OTHER ROAD CONTINUES STRAIGHT.
 BJ4737'
 BJ4737'HOOPERS STORE IS NO LONGER IN EXISTANCE.
 BJ4737
 BJ4737                          STATION RECOVERY (1950)
 BJ4737
 BJ4737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HJH)
 BJ4737'STATION DESTROYED.  NEW HIGHWAY CONSTRUCTION MADE IT NECESSARY
 BJ4737'TO REMOVE MARKS.
 BJ4737'
 BJ4737'STATION BOLO 1950 WAS SET TO REPLACE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2190 ***********************************************************************
 CP2190  DESIGNATION -  HOP BOLT
 CP2190  PID         -  CP2190
 CP2190  STATE/COUNTY-  LA/MOREHOUSE
 CP2190  USGS QUAD   -  BONITA SW (1988)
 CP2190
 CP2190                         *CURRENT SURVEY CONTROL
 CP2190  ___________________________________________________________________
 CP2190* NAD 83(1986)-  32 46 06.     (N)    091 44 49.     (W)     SCALED    
 CP2190* NAVD 88     -        26.892  (meters)      88.23   (feet)  ADJUSTED  
 CP2190  ___________________________________________________________________
 CP2190  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP2190  DYNAMIC HT  -          26.863 (meters)      88.13  (feet)  COMP
 CP2190  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 CP2190
 CP2190  VERT ORDER  -  SECOND    CLASS 0
 CP2190
 CP2190.The horizontal coordinates were scaled from a topographic map and have
 CP2190.an estimated accuracy of +/- 6 seconds.
 CP2190
 CP2190.The orthometric height was determined by differential leveling
 CP2190.and adjusted by the National Geodetic Survey in June 1991..
 CP2190
 CP2190.The geoid height was determined by GEOID03.
 CP2190
 CP2190.The dynamic height is computed by dividing the NAVD 88
 CP2190.geopotential number by the normal gravity value computed on the
 CP2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2190.degrees latitude (g = 980.6199 gals.).
 CP2190
 CP2190.The modeled gravity was interpolated from observed gravity values.
 CP2190
 CP2190;                    North         East    Units  Estimated Accuracy
 CP2190;SPC LA N     -   251,760.    1,070,560.      MT  (+/- 180 meters Scaled)
 CP2190
 CP2190                          SUPERSEDED SURVEY CONTROL
 CP2190
 CP2190  NGVD 29 (??/??/92)   26.956  (m)           88.44   (f) ADJ UNCH    2 0
 CP2190
 CP2190.Superseded values are not recommended for survey control.
 CP2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2190.See file dsdata.txt to determine how the superseded data were derived.
 CP2190
 CP2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS173263(NAD 83)
 CP2190_MARKER: B = BOLT
 CP2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2190_SP_SET: STONE
 CP2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2190+STABILITY: SURFACE MOTION
 CP2190
 CP2190  HISTORY     - Date     Condition        Report By
 CP2190  HISTORY     - UNK      MONUMENTED       DOD
 CP2190  HISTORY     - 1935     GOOD             DOD
 CP2190
 CP2190                          STATION DESCRIPTION
 CP2190
 CP2190'DESCRIBED BY US DEPARTMENT OF DEFENSE 1935
 CP2190'2.6 MI E FROM MER ROUGE.
 CP2190'2.6 MILES EAST OF, ALONG HWY., FROM CATHOLIC CHURCH.  AT WEST END OF
 CP2190'HIGHWAY CURVE, ON HOPKINS-WHITE PLANTATION, 52.5 FEET NORTH OF HIGHWAY
 CP2190'CENTER-LINE, ABOUT 3 FEET NORTHWEST OF SOUTHEAST CORNER-POST OF COTTON
 CP2190'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2189 ***********************************************************************
 CP2189  DESIGNATION -  HOP CAP
 CP2189  PID         -  CP2189
 CP2189  STATE/COUNTY-  LA/MOREHOUSE
 CP2189  USGS QUAD   -  BONITA SW (1988)
 CP2189
 CP2189                         *CURRENT SURVEY CONTROL
 CP2189  ___________________________________________________________________
 CP2189* NAD 83(1986)-  32 46 06.     (N)    091 44 49.     (W)     SCALED    
 CP2189* NAVD 88     -        28.12   (+/-2cm)      92.3    (feet)  VERTCON   
 CP2189  ___________________________________________________________________
 CP2189  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP2189
 CP2189  VERT ORDER  -  ? (See Below)
 CP2189
 CP2189.The horizontal coordinates were scaled from a topographic map and have
 CP2189.an estimated accuracy of +/- 6 seconds.
 CP2189
 CP2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2189.The vertical order pertains to the NGVD 29 superseded value.
 CP2189
 CP2189.The geoid height was determined by GEOID03.
 CP2189
 CP2189;                    North         East    Units  Estimated Accuracy
 CP2189;SPC LA N     -   251,760.    1,070,560.      MT  (+/- 180 meters Scaled)
 CP2189
 CP2189                          SUPERSEDED SURVEY CONTROL
 CP2189
 CP2189  NGVD 29 (??/??/92)   28.192  (m)           92.49   (f) ADJ UNCH    ?  
 CP2189
 CP2189.Superseded values are not recommended for survey control.
 CP2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2189.See file dsdata.txt to determine how the superseded data were derived.
 CP2189
 CP2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS173263(NAD 83)
 CP2189_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2189
 CP2189  HISTORY     - Date     Condition        Report By
 CP2189  HISTORY     - UNK      MONUMENTED       DOD
 CP2189  HISTORY     - 1935     GOOD             NGS
 CP2189
 CP2189                          STATION DESCRIPTION
 CP2189
 CP2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CP2189'2.6 MI E FROM MER ROUGE.
 CP2189'2.6 MILES EAST OF, ALONG HWY., FROM CATHOLIC CHURCH AT WEST END OF
 CP2189'HIGHWAY CURVE, ON HOPKINS-WHITE PLANTATION, 52.5 FEET NORTH OF HIGHWAY
 CP2189'CENTER-LINE, ABOUT 3 FEET NORTHWEST OF SOUTHEAST CORNER-POST OF COTTON
 CP2189'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2895 ***********************************************************************
 AU2895  DESIGNATION -  HOPE
 AU2895  PID         -  AU2895
 AU2895  STATE/COUNTY-  LA/ST CHARLES
 AU2895  USGS QUAD   -  HAHNVILLE (1995)
 AU2895
 AU2895                         *CURRENT SURVEY CONTROL
 AU2895  ___________________________________________________________________
 AU2895* NAD 83(1992)-  29 59 55.42863(N)    090 23 46.32805(W)     ADJUSTED  
 AU2895* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 AU2895  **This station is located in a subsidence area (see below).
 AU2895  ___________________________________________________________________
 AU2895  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU2895  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AU2895
 AU2895  HORZ ORDER  -  FIRST
 AU2895
 AU2895.The horizontal coordinates were established by classical geodetic methods
 AU2895.and adjusted by the National Geodetic Survey in January 1993..
 AU2895
 AU2895 ** The orthometric height has not been validated since last determined
 AU2895 ** by differential leveling and should not be used for control purposes.
 AU2895 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2895 ** area with valid NAVD 88 orthometric heights.
 AU2895 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2895 ** epoch indicated which incorporates improved geoid heights for the
 AU2895 ** Southern Louisiana Subsidence area.
 AU2895 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2895.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2895
 AU2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2895
 AU2895.The geoid height was determined by GEOID03.
 AU2895
 AU2895;                    North         East     Units Scale Factor Converg.
 AU2895;SPC LA S     -   166,495.374 1,090,413.723   MT  0.99992575   +0 28 06.9
 AU2895;SPC LA S     -   546,243.57  3,577,465.69   sFT  0.99992575   +0 28 06.9
 AU2895;UTM  15      - 3,321,499.453   751,177.013   MT  1.00037845   +1 18 09.1
 AU2895
 AU2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2895!SPC LA S     -   1.00000387  x   0.99992575  =   0.99992962
 AU2895!UTM  15      -   1.00000387  x   1.00037845  =   1.00038233
 AU2895
 AU2895|---------------------------------------------------------------------|
 AU2895| PID    Reference Object                     Distance      Geod. Az  |
 AU2895|                                                           dddmmss.s |
 AU2895| DD7200 HOPE RM 1                            35.520 METERS 03729     |
 AU2895| AU2896 HOPE RM 5                            26.703 METERS 12318     |
 AU2895| DD7203 HOPE RM 6                                          1944713.3 |
 AU2895| DD7201 HOPE RM 2                            26.600 METERS 20127     |
 AU2895| DD7204 HOPE RM 7                            31.370 METERS 23038     |
 AU2895| DD7202 HOPE RM 4                            26.402 METERS 35944     |
 AU2895|---------------------------------------------------------------------|
 AU2895
 AU2895                          SUPERSEDED SURVEY CONTROL
 AU2895
 AU2895  NAD 83(1986)-  29 59 55.44571(N)    090 23 46.32861(W) AD(       ) 1
 AU2895  NAD 27      -  29 59 54.71291(N)    090 23 46.03459(W) AD(       ) 1
 AU2895  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AU2895
 AU2895.Superseded values are not recommended for survey control.
 AU2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2895.See file dsdata.txt to determine how the superseded data were derived.
 AU2895
 AU2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5117721499(NAD 83)
 AU2895_MARKER: DS = TRIANGULATION STATION DISK
 AU2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2895
 AU2895  HISTORY     - Date     Condition        Report By
 AU2895  HISTORY     - 1929     MONUMENTED       CGS
 AU2895  HISTORY     - 1936     GOOD             LAGS
 AU2895  HISTORY     - 1936     GOOD             LAGS
 AU2895  HISTORY     - 1938     MARK NOT FOUND   CGS
 AU2895  HISTORY     - 1951     MARK NOT FOUND   CGS
 AU2895  HISTORY     - 1952     MARK NOT FOUND   USGS
 AU2895  HISTORY     - 1955     GOOD             CGS
 AU2895  HISTORY     - 1961     GOOD             CGS
 AU2895  HISTORY     - 1972     MARK NOT FOUND   NGS
 AU2895
 AU2895                          STATION DESCRIPTION
 AU2895
 AU2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 AU2895'STATION IS IN TOWN OF GOOD HOPE, ON PROPERTY OF GENERAL
 AU2895'AMERICAN TANK CAR COMPANY, 15 FEET W OF FENCE BETWEEN TANK
 AU2895'FARM AND TANK CAR REPAIR SHOP, ABOUT 100 FEET NE OF OFFICE
 AU2895'BUILDING (GRAY ONE-STORY FRAME HOUSE), ABOUT 0.7 MILE N OF
 AU2895'U.S. HIGHWAY 61, AND 0.2 MILE N OF STATION GOOD HOPE, ILLINOIS
 AU2895'CENTRAL RAILROAD.
 AU2895'
 AU2895'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2895'DISKS SET IN CONCRETE.
 AU2895'
 AU2895'REFERENCE MARK NO. 1 IS ON FENCE LINE, 35.52 METERS (116.5 FEET)
 AU2895'FROM STATION N 37 DEG 29 MIN E.
 AU2895'
 AU2895'REFERENCE MARK NO. 2 IS ON FENCE LINE, 26.60 METERS (87.3
 AU2895'FEET) FROM THE STATION S 21 DEG 27 MIN W.
 AU2895
 AU2895                          STATION RECOVERY (1936)
 AU2895
 AU2895'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AU2895'STATION RECOVERED AS DESCRIBED.
 AU2895
 AU2895                          STATION RECOVERY (1936)
 AU2895
 AU2895'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AU2895'STATION IS LOCATED ALONG GRAVEL ROAD LEADING S TO GOOD HOPE
 AU2895'FROM THE AIRLINE HIGHWAY (U.S. HIGHWAY 61), 0.47 MILE S OF
 AU2895'INTERSECTION OF AIRLINE HIGHWAY (U.S. HIGHWAY 61) AND GOOD
 AU2895'HOPE GRAVEL ROAD, 1012 FEET N OF YAZOO AND MISSISSIPPI VALLEY
 AU2895'RAILROAD STATION AT GOOD HOPE, LOUISIANA.  151 FEET NNE OF THE
 AU2895'NE CORNER OF THE GENERAL AMERICAN TANK CAR COMPANY OFFICES,
 AU2895'14 FEET W OF FENCE LINE OF GENERAL AMERICAN TANK CAR COMPANY,
 AU2895'9.4 FEET E OF CENTER LINE OF GOOD HOPE GRAVEL ROAD.
 AU2895'
 AU2895'TO REACH THIS STATION FROM LA PLACE, LOUISIANA, TAKE U.S.
 AU2895'HIGHWAY 61, 6.64 MILES E TO THE INTERSECTION OF THE GOOD
 AU2895'HOPE GRAVEL ROAD, THEN GO 0.47 MILE S TO SITE OF MONUMENT.
 AU2895
 AU2895                          STATION RECOVERY (1938)
 AU2895
 AU2895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 AU2895'THE STATION MARK COULD NOT BE FOUND AND WAS REPORTED BY
 AU2895'LOCAL PEOPLE TO HAVE BEEN DESTROYED.
 AU2895'
 AU2895'REFERENCE MARK NO. 2 WAS FOUND IN THE SIDE OF A DITCH IN
 AU2895'POSITION BUT SUBJECT TO MOVEMENT.
 AU2895'
 AU2895'REFERENCE MARK NO. 1 WAS NOT FOUND.
 AU2895'
 AU2895'(THE DESCRIPTION TO THE STATION WAS NOT AVAILABLE AT THE TIME
 AU2895'THE STATION WAS VISITED AND THE MARKS WERE SEARCHED FOR
 AU2895'FROM MEMORY.)
 AU2895
 AU2895                          STATION RECOVERY (1951)
 AU2895
 AU2895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 AU2895'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED.
 AU2895'ALL MARKS ARE BELIEVED TO BE DESTROYED BY ROAD AND DITCH
 AU2895'CONSTRUCTION.
 AU2895
 AU2895                          STATION RECOVERY (1952)
 AU2895
 AU2895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AU2895'STATION NOT FOUND.  STATE HIGHWAY 681 NOW COVERS DESCRIBED
 AU2895'POSITION.
 AU2895'
 AU2895'REFERENCE MARKS 1 AND 2 WERE FOUND, GREATLY EXPOSED BY
 AU2895'DITCH AT ROADSIDE.  POSITION OF THESE REFERENCE MARKS IS NOT
 AU2895'TOO SECURE.
 AU2895
 AU2895                          STATION RECOVERY (1955)
 AU2895
 AU2895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU2895'THE STATION WAS VISITED.  THE STATION WAS FOUND IN GOOD
 AU2895'CONDITION ON THE SHOULDER OF A BLACKTOPPED ROAD CONNECTING
 AU2895'THE TOWN OF GOOD HOPE WITH THE AIRLINE HIGHWAY.  REFERENCE
 AU2895'MARK 1 WAS FOUND IN GOOD CONDITION BUT IS VERY CLOSE TO A
 AU2895'DITCH LINE.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT
 AU2895'THIS DATE.  THE STATION MARK WAS NOT MOVED AT THIS DATE
 AU2895'AS NO SUITABLE LOCATION WAS FOUND TO SET A NEW MARK.  THE
 AU2895'STATION MARK IS IN NO DANGER OF BEING DESTROYED AT PRESENT.
 AU2895'MR. LEWIS OF THE AMERICAN TRANSPORTATION CORP., WHOSE OFFICE
 AU2895'IS ACROSS THE STREET FROM THE MARK, IS VERY MUCH INTERESTED IN
 AU2895'THE MARK AND WILL NOTIFY THE OFFICE WHEN THE MARK IS IN
 AU2895'DANGER OF BEING DESTROYED.  A NEW DESCRIPTION FOLLOWS--
 AU2895'
 AU2895'THE STATION IS LOCATED IN THE TOWN OF GOOD HOPE, 0.45 MI.
 AU2895'S OF THE AIRLINE HIGHWAY, 1012 FT. N OF THE ILLINOIS CENTRAL
 AU2895'RAILROAD TRACK, ON THE E SHOULDER OF A BLACK-TOPPED ROAD
 AU2895'CONNECTING THE TRACK WITH THE AIRLINE HIGHWAY, AND ACROSS
 AU2895'THE ROAD FROM THE AMERICAN TRANSPORTION CORP. REPAIR SHOPS.
 AU2895'IT IS 148 FT. N-NE OF THE NE CORNER OF THE OFFICE OF THE
 AU2895'AMERICAN TRANSPORTION CORP., 10 FT. E OF THE CENTERLINE OF THE
 AU2895'ROAD, 15 FT. W OF A 2-IN. IRON PIPE PROJECTING 4 FT. WITH AN
 AU2895'ARROW CHISELED IN THE TOP OF THE PIPE POINTING TO THE
 AU2895'STATION, 71 FT. NE OF A TELEPHONE POLE AT THE S END OF A
 AU2895'HEDGEROW, 88 FT.  SE OF A TELEPHONE POLE AT THE N END OF A
 AU2895'HEDGEROW, 156 FT.  N OF A POWER POLE, AND 96 FT. S-SW OF A
 AU2895'POWER POLE WHICH SUPPLIES POWER TO THE REPAIR SHOP.  IT
 AU2895'IS ON RANGE WITH THE IRON PIPE MENTIONED ABOVE AND THE
 AU2895'SECOND VENT FROM THE S END, AND ON THE TOP OF A LARGE
 AU2895'TIN REPAIR SHOP.  IT IS A STANDARD DISK, STAMPED HOPE 1929 AND
 AU2895'IS 10 IN. BELOW THE SURFACE OF THE ROAD.
 AU2895'
 AU2895'REFERENCE MARK 1 IS 116.43 FT. N-NE OF THE STATION, 24.5
 AU2895'FT. E OF THE CENTERLINE OF THE ROAD, 21 FT. N OF A POWER
 AU2895'POLE, AND 5 FT. W OF A FENCE LINE AND AN OLD TREE STUMP USED
 AU2895'AS A FENCE POST.  IT IS A STANDARD DISK, STAMPED HOPE 1929
 AU2895'NO 1 AND PROJECTS 4 IN.
 AU2895'
 AU2895'REFERENCE MARK 3 IS 107.71 FT. S OF THE STATION, 25 FT. W OF
 AU2895'THE CENTER OF THE ROAD, 16 FT. N OF THE CENTER OF THE DRIVEWAY
 AU2895'TO THE AMERICAN TRANSPORTATION CORP. REPAIR SHOPS AND OFFICE,
 AU2895'AND 39.5 FT. N-NE OF THE NE CORNER OF THE OFFICE.  IT IS A
 AU2895'STANDARD DISK, STAMPED HOPE NO 3 1929 AND SET IN A DRILL HOLE
 AU2895'IN THE MIDDLE OF THE N CURB OF A CONCRETE BRIDGE WHICH SERVES
 AU2895'AS THE DRIVEWAY.
 AU2895'
 AU2895'REFERENCE MARK 4 IS 86.54 FT. N-NW OF THE STATION, 33 FT. W
 AU2895'OF THE CENTERLINE OF THE ROAD, 1.5 FT. S OF THE SECOND POLE
 AU2895'N OF THE AMERICAN TRANSPORTATION CORP. OFFICE, AND 11 FT. W
 AU2895'OF A DITCH.  IT IS A STANDARD DISK, STAMPED HOPE NO 4 1929 AND
 AU2895'PROJECTING 8 IN.
 AU2895'
 AU2895'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 AU2895'51 AND 61 IN LA PLACE, GO E ON U.S. HIGHWAY 61 (AIRLINE
 AU2895'HIGHWAY) FOR 6.65 MI. TO A SIDE ROAD RIGHT, TURN RIGHT AND
 AU2895'GO 0.45 MI. TO THE MARK ON THE LEFT, MIDWAY BETWEEN TWO RAILROAD
 AU2895'TRACKS.
 AU2895
 AU2895                          STATION RECOVERY (1961)
 AU2895
 AU2895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 AU2895'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. 1
 AU2895'AND 2 WERE FOUND IN FAIR CONDITION.  ALTHOUGH THEY ARE IN
 AU2895'DANGER OF BEING WASHED OUT.  R.M. 3 AND 4 FOUND AS DESCRIBED
 AU2895'IN GOOD CONDITION.  DESCRIPTION BY R.A.E. IN 1955 IS COMPLETE
 AU2895'AND ADEQUATE.
 AU2895
 AU2895                          STATION RECOVERY (1972)
 AU2895
 AU2895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2895'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED,
 AU2895'REFERENCE MARK 1 WAS SEARCHED FOR BUT COULD NOT BE FOUND
 AU2895'AND IS BELIVED TO HAVE BEEN DESTROYED BY DITCHING AND WIDENING OF
 AU2895'ROAD.  IT WAS FOUND AFTER OCCUPING THE STATION THAT REFERENCE
 AU2895'MARK 3 HAD BEEN MOVED.  THE STATION MARK IS AT THE VERY EDGE
 AU2895'OF A SURFACED BLACK TOP ROAD AND COULD NOT BE BUILT OVER.
 AU2895'REFERENCE MARK 5, WAS ESTABLISHED AT THIS TIME AND THE TOWER
 AU2895'WAS CONSTRUCTED HERE AND OCCUPYED, REFERENCE MARK 3 WAS
 AU2895'DESTROYED AND REFERENCE MARK 7 WAS ESTABLISHED, REFERENCE
 AU2895'MARK 6 WAS ESTABLISHED AS AN AZIMUTH MARK.
 AU2895'
 AU2895'A CHECK WAS MADE FOR DISTANCE AND DIRECTION FROM THE STATION
 AU2895'MARK TO REFERENCE MARK 4.  A DIFFERENCE WAS FOUND IN THE
 AU2895'DISTANCE AS TO THAT OF THE 1955 DESCRIPTION BY PLUS 0.08 FEET
 AU2895'OR 0.024 METERS.  A COMPLETE AND DETAIL CHECK COULD NOT BE
 AU2895'MADE FOR DIRECTION DUE TO LACK OF INFORMATION.
 AU2895'
 AU2895'FOR A MORE COMPLETE DETAIL OF LOCATION AND ROUTE TO THE STATION
 AU2895'SEE DESCRIPTION OF HOPE 1929 RM 5.
 AU2895'
 AU2895'NO MEASUREMENT BETWEEN R.M. 4-R.M. 7 DUE TO FENCE AND BRUSH ON LINE.
 AU2895'
 AU2895'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2895'
 AU2895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 AU2895'SETTLEMENT OF GOOD HOPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2970 ***********************************************************************
 BX2970  DESIGNATION -  HOPE
 BX2970  PID         -  BX2970
 BX2970  STATE/COUNTY-  LA/SABINE
 BX2970  USGS QUAD   -  HADDENS (1985)
 BX2970
 BX2970                         *CURRENT SURVEY CONTROL
 BX2970  ___________________________________________________________________
 BX2970* NAD 83(1992)-  31 14 08.25304(N)    093 34 02.49024(W)     ADJUSTED  
 BX2970* NAVD 88     -        80.7    (meters)     265.     (feet)  VERTCON   
 BX2970  ___________________________________________________________________
 BX2970  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 BX2970  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BX2970
 BX2970  HORZ ORDER  -  SECOND
 BX2970
 BX2970.The horizontal coordinates were established by classical geodetic methods
 BX2970.and adjusted by the National Geodetic Survey in February 1996..
 BX2970
 BX2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2970
 BX2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2970
 BX2970.The geoid height was determined by GEOID03.
 BX2970
 BX2970;                    North         East     Units Scale Factor Converg.
 BX2970;SPC LA N     -    82,064.698   898,317.393   MT  0.99998508   -0 33 51.5
 BX2970;SPC LA N     -   269,240.60  2,947,229.65   sFT  0.99998508   -0 33 51.5
 BX2970;UTM  15      - 3,455,854.396   445,969.754   MT  0.99963601   -0 17 39.2
 BX2970
 BX2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2970!SPC LA N     -   0.99999161  x   0.99998508  =   0.99997669
 BX2970!UTM  15      -   0.99999161  x   0.99963601  =   0.99962762
 BX2970
 BX2970:                Primary Azimuth Mark                     Grid Az
 BX2970:SPC LA N     -  HOPE AZ MK                               014 06 45.7
 BX2970:UTM  15      -  HOPE AZ MK                               013 50 33.4
 BX2970
 BX2970|---------------------------------------------------------------------|
 BX2970| PID    Reference Object                     Distance      Geod. Az  |
 BX2970|                                                           dddmmss.s |
 BX2970| CV7736 HOPE AZ MK                                         0133254.2 |
 BX2970| CV7737 HOPE AZ MK 2                                       1892413.4 |
 BX2970| BX2971 HOPE LDH 1972 RM 1                   12.619 METERS 20944     |
 BX2970| CV7738 HOPE RM 2                            15.030 METERS 35843     |
 BX2970|---------------------------------------------------------------------|
 BX2970
 BX2970                          SUPERSEDED SURVEY CONTROL
 BX2970
 BX2970  NAD 83(1992)-  31 14 08.25371(N)    093 34 02.49043(W) AD(       ) 2
 BX2970  NAD 83(1986)-  31 14 08.25990(N)    093 34 02.48713(W) AD(       ) 2
 BX2970  NAD 27      -  31 14 07.59407(N)    093 34 01.85826(W) AD(       ) 2
 BX2970  NGVD 29 (07/19/86)   80.8    (m)          265.     (f) VERT ANG       
 BX2970
 BX2970.Superseded values are not recommended for survey control.
 BX2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2970.See file dsdata.txt to determine how the superseded data were derived.
 BX2970
 BX2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4597055854(NAD 83)
 BX2970_MARKER: DD = SURVEY DISK
 BX2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2970_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2970+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 BX2970
 BX2970  HISTORY     - Date     Condition        Report By
 BX2970  HISTORY     - 1972     MONUMENTED       LADH
 BX2970  HISTORY     - 20000724 GOOD             LOCSUR
 BX2970
 BX2970                          STATION DESCRIPTION
 BX2970
 BX2970'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BX2970'THE STATION IS LOCATED 15 MILES SOUTHWEST OF ANACOCO, 4 MILES NORTH
 BX2970'OF TOLEDO BEND DAM AND 18 MILES NORTHWEST OF LEESVILLE, IN THE
 BX2970'SOUTHWEST 1/4 OF SECTION 14, T3N, R12W, AND ON THE PROPERTY
 BX2970'OWNED BY LOUISIANA DEPARTMENT OF HIGHWAYS.
 BX2970'
 BX2970'TO REACH THE STATION FROM THE TOLEDO BEND DAM OBSERVATION TOWER AT
 BX2970'THE JUNCTION OF STATE HIGHWAY 392 AND 473, DRIVE NORTH ON STATE
 BX2970'HIGHWAY 473 FOR 2.3 MILES TO THE STATION WHICH IS SET ON THE LEFT
 BX2970'AND WEST OF THE HIGHWAY NEAR A GROVE OF PINE TREES.
 BX2970'
 BX2970'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ON STATE
 BX2970'HIGHWAY 473 FOR APPROXIMATELY 1 MILE TO THE MARK WHICH IS SET ON THE
 BX2970'RIGHT AND EAST OF THE HIGHWAY NEAR A GRAVEL ROAD AND A HIGHWAY
 BX2970'RIGHT-OF-WAY MARKER.
 BX2970'
 BX2970'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTH ALONG STATE
 BX2970'HIGHWAY 473 FOR APPROXIMATELY 0.6 MILE.  THE MARK IS SET ON THE LEFT
 BX2970'AND EAST OF THE HIGHWAY NEAR A GROUP NEAR A GROUP OF PINE TREES.
 BX2970'
 BX2970'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2970'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2970'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2970'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2970'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2970'STAMPED HOPE 1972.  THE MARK IS 73 FEET WEST OF THE CENTER OF STATE
 BX2970'HIGHWAY 473, 42 FEET NORTH-NORTHEAST OF A 12 INCH PINE TREE, 33
 BX2970'FEET NORTHEAST OF A 16 INCH PINE TREE, 25 FEET EAST-SOUTHEAST OF A 16
 BX2970'INCH PINE TREE, AND 3.5 FEET WEST OF A METAL WITNESS POST AND
 BX2970'SIGN.
 BX2970'
 BX2970'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2970'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2970'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2970'STAMPED HOPE R. M. 1 1972.  IT IS 85 FEET WEST OF THE CENTER OF
 BX2970'STATE HIGHWAY 473, 45 FEET SOUTH-SOUTHEAST OF A 16 INCH PINE TREE,
 BX2970'43 FEET SOUTHWEST OF A 24 INCH PINE TREE, 9 FEET WEST-NORTHWEST OF
 BX2970'A 12 INCH PINE TREE, AND 7 FEET SOUTHEAST OF A 16 INCH PINE TREE.
 BX2970'
 BX2970'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2970'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF 12 INCH
 BX2970'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2970'STAMPED HOPE R. M. 2 1972.  IT IS 104 FEET SOUTH OF A POWER POLE,
 BX2970'90 FEET NORTH OF A 12 INCH PINE TREE, 85 FEET WEST OF THE CENTER OF
 BX2970'STATE HIGHWAY 473, AND 46 FEET EAST-NORTHEAST OF A 16 INCH PINE
 BX2970'TREE.
 BX2970'
 BX2970'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2970'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2970'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2970'STAMPED HOPE AZ. MK. 1972.  IT IS 67 FEET SOUTH-SOUTHEAST OF THE
 BX2970'SOUTH END OF A CONCRETE CULVERT, 60 FEET EAST OF THE CENTER OF
 BX2970'STATE HIGHWAY 473, 43 FEET WEST-NORTHWEST OF A GRAVEL ROAD, 20 FEET
 BX2970'WEST OF A SQUARE CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, AND 3.5
 BX2970'FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2970'
 BX2970'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2970'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2970'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2970'STAMPED HOPE AZ. MK. 2 1972.  IT IS 65 FEET EAST OF THE CENTER OF
 BX2970'STATE HIGHWAY 473, 41 FEET WEST-NORTHWEST OF A 12 INCH PINE TREE,
 BX2970'12 FEET SOUTHWEST OF A 12 INCH PINE TREE, 7.5 FEET NORTHEAST OF A
 BX2970'10 INCH PINE TREE, AND 3.5 FEET EAST OF A METAL WITNESS POST AND
 BX2970'SIGN.
 BX2970'
 BX2970'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BX2970
 BX2970                          STATION RECOVERY (2000)
 BX2970
 BX2970'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JRW)
 BX2970'GPS USABLE BUT NOT RECOMMENDED (MEDIUM TREE CANOPY). MONUMENT IS ON
 BX2970'WEST SIDE OF HIGHWAY 191 (ALSO HWY 473) ACROSS FROM TRASH COLLECTION
 BX2970'STATION AT HIGHWAY MILE MARKER 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1223 ***********************************************************************
 CP1223  DESIGNATION -  HOPE BOLT
 CP1223  PID         -  CP1223
 CP1223  STATE/COUNTY-  LA/WEST CARROLL
 CP1223  USGS QUAD   -  OAK GROVE (1988)
 CP1223
 CP1223                         *CURRENT SURVEY CONTROL
 CP1223  ___________________________________________________________________
 CP1223* NAD 83(1986)-  32 51 39.     (N)    091 24 46.     (W)     SCALED    
 CP1223* NAVD 88     -        31.71   (+/-2cm)     104.0    (feet)  VERTCON   
 CP1223  ___________________________________________________________________
 CP1223  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP1223
 CP1223  VERT ORDER  -  ? (See Below)
 CP1223
 CP1223.The horizontal coordinates were scaled from a topographic map and have
 CP1223.an estimated accuracy of +/- 6 seconds.
 CP1223
 CP1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1223.The vertical order pertains to the NGVD 29 superseded value.
 CP1223
 CP1223.The geoid height was determined by GEOID03.
 CP1223
 CP1223;                    North         East    Units  Estimated Accuracy
 CP1223;SPC LA N     -   262,280.    1,101,770.      MT  (+/- 180 meters Scaled)
 CP1223
 CP1223                          SUPERSEDED SURVEY CONTROL
 CP1223
 CP1223  NGVD 29 (??/??/92)   31.770  (m)          104.23   (f) ADJ UNCH    ?  
 CP1223
 CP1223.Superseded values are not recommended for survey control.
 CP1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1223.See file dsdata.txt to determine how the superseded data were derived.
 CP1223
 CP1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS485369(NAD 83)
 CP1223_MARKER: B = BOLT
 CP1223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1223
 CP1223  HISTORY     - Date     Condition        Report By
 CP1223  HISTORY     - UNK      MONUMENTED       DOD
 CP1223  HISTORY     - 1934     GOOD             DOD
 CP1223
 CP1223                          STATION DESCRIPTION
 CP1223
 CP1223'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1223'1.5 MI W FROM OAK GROVE.
 CP1223'B.M. HOPE IS A PIPE FLANGE BENCH WITH BRASS CAP.  CAP IS 4 INCHES
 CP1223'ABOVE GROUND.  LOCATED APPROXIMATELY 1 1/2 MILES WEST OF OAK GROVE,
 CP1223'WEST CARROLL PARISH, LA., 180 FEET SOUTH OF DIRT ROAD.  IN NORTHWEST
 CP1223'CORNER OF FRONT YARD OF RESIDENCE OWNED AND OCCUPIED BY GEORGE KOVAC.
 CP1223'30.3 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE AND 44.0 FEET
 CP1223'SOUTHEAST OF 24-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1222 ***********************************************************************
 CP1222  DESIGNATION -  HOPE CAP
 CP1222  PID         -  CP1222
 CP1222  STATE/COUNTY-  LA/WEST CARROLL
 CP1222  USGS QUAD   -  OAK GROVE (1988)
 CP1222
 CP1222                         *CURRENT SURVEY CONTROL
 CP1222  ___________________________________________________________________
 CP1222* NAD 83(1986)-  32 51 39.     (N)    091 24 46.     (W)     SCALED    
 CP1222* NAVD 88     -        32.95   (+/-2cm)     108.1    (feet)  VERTCON   
 CP1222  ___________________________________________________________________
 CP1222  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP1222
 CP1222  VERT ORDER  -  ? (See Below)
 CP1222
 CP1222.The horizontal coordinates were scaled from a topographic map and have
 CP1222.an estimated accuracy of +/- 6 seconds.
 CP1222
 CP1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1222.The vertical order pertains to the NGVD 29 superseded value.
 CP1222
 CP1222.The geoid height was determined by GEOID03.
 CP1222
 CP1222;                    North         East    Units  Estimated Accuracy
 CP1222;SPC LA N     -   262,280.    1,101,770.      MT  (+/- 180 meters Scaled)
 CP1222
 CP1222                          SUPERSEDED SURVEY CONTROL
 CP1222
 CP1222  NGVD 29 (??/??/92)   33.010  (m)          108.30   (f) ADJ UNCH    ?  
 CP1222
 CP1222.Superseded values are not recommended for survey control.
 CP1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1222.See file dsdata.txt to determine how the superseded data were derived.
 CP1222
 CP1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS485369(NAD 83)
 CP1222_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1222
 CP1222  HISTORY     - Date     Condition        Report By
 CP1222  HISTORY     - UNK      MONUMENTED       DOD
 CP1222  HISTORY     - 1934     GOOD             DOD
 CP1222
 CP1222                          STATION DESCRIPTION
 CP1222
 CP1222'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1222'1.5 MI W FROM OAK GROVE.
 CP1222'B.M. HOPE IS A PIPE FLANGE BENCH WITH BRASS CAP.  CAP IS 4 INCHES
 CP1222'ABOVE GROUND.  LOCATED APPROXIMATELY 1 1/2 MILES WEST OF OAK GROVE,
 CP1222'WEST CARROLL PARISH, LA., 180 FEET SOUTH OF DIRT ROAD.  IN NORTHWEST
 CP1222'CORNER OF FRONT YARD OF RESIDENCE OWNED AND OCCUPIED BY GEORGE KOVAC.
 CP1222'30.3 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE AND 44.0 FEET
 CP1222'SOUTHEAST OF 24-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2656 ***********************************************************************
 AU2656  DESIGNATION -  HOPE HAVEN CONVENT BLACK TANK
 AU2656  PID         -  AU2656
 AU2656  STATE/COUNTY-  LA/JEFFERSON
 AU2656  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2656
 AU2656                         *CURRENT SURVEY CONTROL
 AU2656  ___________________________________________________________________
 AU2656* NAD 83(1992)-  29 53 27.52795(N)    090 06 05.05132(W)     ADJUSTED  
 AU2656* NAVD 88     -                                                        
 AU2656  **This station is located in a subsidence area (see below).
 AU2656  ___________________________________________________________________
 AU2656  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2656  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AU2656
 AU2656  HORZ ORDER  -  THIRD
 AU2656
 AU2656.The horizontal coordinates were established by classical geodetic methods
 AU2656.and adjusted by the National Geodetic Survey in January 1993..
 AU2656
 AU2656 ** The orthometric height has not been validated since last determined
 AU2656 ** by differential leveling and should not be used for control purposes.
 AU2656 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2656 ** area with valid NAVD 88 orthometric heights.
 AU2656 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2656 ** epoch indicated which incorporates improved geoid heights for the
 AU2656 ** Southern Louisiana Subsidence area.
 AU2656 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2656
 AU2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2656
 AU2656.The geoid height was determined by GEOID03.
 AU2656
 AU2656;                    North         East     Units Scale Factor Converg.
 AU2656;SPC LA S     -   154,821.862 1,118,983.158   MT  0.99992757   +0 36 57.5
 AU2656;SPC LA S     -   507,944.73  3,671,197.24   sFT  0.99992757   +0 36 57.5
 AU2656;UTM  15      - 3,310,235.783   779,928.554   MT  1.00056692   +1 26 43.7
 AU2656
 AU2656                          SUPERSEDED SURVEY CONTROL
 AU2656
 AU2656  NAD 83(1986)-  29 53 27.54346(N)    090 06 05.05166(W) AD(       ) 4
 AU2656  NAD 27      -  29 53 26.80492(N)    090 06 04.78681(W) AD(       ) 3
 AU2656
 AU2656.Superseded values are not recommended for survey control.
 AU2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2656.See file dsdata.txt to determine how the superseded data were derived.
 AU2656
 AU2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7992910236(NAD 83)
 AU2656_MARKER: 53 = ELEVATED TANK
 AU2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2656+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2656
 AU2656  HISTORY     - Date     Condition        Report By
 AU2656  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2656  HISTORY     - 1952     GOOD             CGS
 AU2656  HISTORY     - 20030506 GOOD             USPSQD
 AU2656
 AU2656                          STATION DESCRIPTION
 AU2656
 AU2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2656'THE POINT OF OBSERVATION WAS THE TANK ON THE W SIDE OF THE
 AU2656'HOPE HAVEN CONVENT DIRECTLY IN BACK OF THE CONVENT.  THE TANK
 AU2656'IS APPROXIMATELY 125 FEET HIGH.
 AU2656
 AU2656                          STATION RECOVERY (1952)
 AU2656
 AU2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2656'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2656'IS ADEQUATE AND COMPLETE.
 AU2656
 AU2656                          STATION RECOVERY (2003)
 AU2656
 AU2656'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2896 ***********************************************************************
 AU2896  DESIGNATION -  HOPE RM 5
 AU2896  PID         -  AU2896
 AU2896  STATE/COUNTY-  LA/ST CHARLES
 AU2896  USGS QUAD   -  HAHNVILLE (1995)
 AU2896
 AU2896                         *CURRENT SURVEY CONTROL
 AU2896  ___________________________________________________________________
 AU2896* NAD 83(1992)-  29 59 54.95251(N)    090 23 45.49532(W)     ADJUSTED  
 AU2896* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 AU2896  **This station is located in a subsidence area (see below).
 AU2896  ___________________________________________________________________
 AU2896  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU2896  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AU2896
 AU2896  HORZ ORDER  -  FIRST
 AU2896
 AU2896.The horizontal coordinates were established by classical geodetic methods
 AU2896.and adjusted by the National Geodetic Survey in January 1993..
 AU2896
 AU2896 ** The orthometric height has not been validated since last determined
 AU2896 ** by differential leveling and should not be used for control purposes.
 AU2896 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2896 ** area with valid NAVD 88 orthometric heights.
 AU2896 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2896 ** epoch indicated which incorporates improved geoid heights for the
 AU2896 ** Southern Louisiana Subsidence area.
 AU2896 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2896
 AU2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2896
 AU2896.The geoid height was determined by GEOID03.
 AU2896
 AU2896;                    North         East     Units Scale Factor Converg.
 AU2896;SPC LA S     -   166,480.897 1,090,436.159   MT  0.99992575   +0 28 07.3
 AU2896;SPC LA S     -   546,196.08  3,577,539.30   sFT  0.99992575   +0 28 07.3
 AU2896;UTM  15      - 3,321,485.298   751,199.668   MT  1.00037860   +1 18 09.5
 AU2896
 AU2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2896!SPC LA S     -   1.00000389  x   0.99992575  =   0.99992964
 AU2896!UTM  15      -   1.00000389  x   1.00037860  =   1.00038249
 AU2896
 AU2896:                Primary Azimuth Mark                     Grid Az
 AU2896:SPC LA S     -  HOPE RM 6                                199 19 43.1
 AU2896:UTM  15      -  HOPE RM 6                                198 29 40.9
 AU2896
 AU2896|---------------------------------------------------------------------|
 AU2896| PID    Reference Object                     Distance      Geod. Az  |
 AU2896|                                                           dddmmss.s |
 AU2896| DD7203 HOPE RM 6                                          1994750.4 |
 AU2896| DD7204 HOPE RM 7                            46.875 METERS 26335     |
 AU2896| AU2895 HOPE                                 26.703 METERS 30318     |
 AU2896| DD7202 HOPE RM 4                            46.811 METERS 33120     |
 AU2896|---------------------------------------------------------------------|
 AU2896
 AU2896                          SUPERSEDED SURVEY CONTROL
 AU2896
 AU2896  NAD 83(1986)-  29 59 54.96932(N)    090 23 45.49541(W) AD(       ) 1
 AU2896  NAD 27      -  29 59 54.23678(N)    090 23 45.20189(W) AD(       ) 1
 AU2896  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AU2896
 AU2896.Superseded values are not recommended for survey control.
 AU2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2896.See file dsdata.txt to determine how the superseded data were derived.
 AU2896
 AU2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5120021485(NAD 83)
 AU2896_MARKER: DR = REFERENCE MARK DISK
 AU2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2896
 AU2896  HISTORY     - Date     Condition        Report By
 AU2896  HISTORY     - 1972     MONUMENTED       CGS
 AU2896
 AU2896                          STATION DESCRIPTION
 AU2896
 AU2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 (JCA)
 AU2896'THE STATION IS LOCATED IN THE SETTLEMENT OF GOOD HOPE, THAT IS ABOUT
 AU2896'15 MILES WEST OF NEW ORLEANS, 5 MILES SOUTH OF THE SOUTH BANK OF
 AU2896'LAKE PONTCHARTRAIN, 7 MILES EAST OF LA PLACE, 3/4 MILE NORTH OF THE
 AU2896'NORTH BANK OF THE MISSISSIPPI RIVER AND 0.45 MILE SOUTH OF U.S.
 AU2896'HIGHWAY 61 (AIRLINE HIGHWAY).  THE STATION IS ON PROPERTY OWNED BY
 AU2896'THE GENERAL AMERICAN TRANSPORTATION CORPORATION, 120 SOUTH
 AU2896'RIVERSIDE PLAZA, CHICAGO, ILLINOIS 60606.
 AU2896'
 AU2896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 (AIRLINE
 AU2896'HIGHWAY) AND STATE HIGHWAY 48 IN NORCO, GO EASTERLY ON U.S. HIGHWAY
 AU2896'61 FOR 1.15 MILES TO THE JUNCTION OF STATE HIGHWAY 627 ON THE RIGHT.
 AU2896'TURN RIGHT AND GO SOUTHERLY ON STATE HIGHWAY 627 FOR 0.45 MILE TO
 AU2896'THE STATION ON THE LEFT, EAST SIDE OF HIGHWAY.  CONTINUE SOUTHERLY
 AU2896'ON STATE HIGHWAY 627 FOR 0.2 MILE TO A SIDE ROAD LEFT, JUST
 AU2896'BEFORE CROSSING RAIL ROAD TRACKS.  TURN LEFT AND GO EASTERLY
 AU2896'FOR 0.05 MILE TO REFERENCE MARK 6 (AZIMUTH MARK) ON THE RIGHT, AS
 AU2896'DESCRIBED.
 AU2896'
 AU2896'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED HOPE NO 5
 AU2896'1929 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AU2896'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AU2896'SURFACE.  IT IS 125 FEET SOUTH OF A POWERLINE POLE, 98 FEET
 AU2896'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 627 AND 45
 AU2896'FEET SOUTH-SOUTHWEST OF AN 18 INCH HACK BERRY TREE.  THE UNDERGROUND
 AU2896'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 AU2896'INCHES BELOW THE GROUND SURFACE.
 AU2896'
 AU2896'REFERENCE MARK 4, A STANDARD DISK STAMPED HOPE NO 4 1929, IS SET IN
 AU2896'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 AU2896'INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET WEST-NORTHWEST OF
 AU2896'THE APPROXIMATE CENTER OF STATE HIGHWAY 627, 3 FEET WEST OF FENCE
 AU2896'AND 2 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE.
 AU2896'
 AU2896'REFERENCE MARK 7, A STANDARD DISK STAMPED HOPE NO 7 1929 1972, IS
 AU2896'CEMENTED IN A DRILL HOLE IN THE HEADWALL OF SMALL BRIDGE.  IT IS 28
 AU2896'FEET EAST OF THE CENTER OF GATE, 24 FEET WEST-NORTHWEST OF THE
 AU2896'APPROXIMATE CENTER OF STATE HIGHWAY 627, 17 FEET NORTH-NORTHEAST
 AU2896'OF THE APPROXIMATE CENTER OF DRIVEWAY.
 AU2896'
 AU2896'REFERENCE MARK 6, (AZIMUTH MARK) A STANDARD REFERENCE MARK DISK
 AU2896'STAMPED HOPE NO 6 1929 1972, IS SET IN THE TOP OF A 12-INCH
 AU2896'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 AU2896'GROUND SURFACE.  IT IS 46.5 FEET NORTH-NORTHEAST OF THE NORTH RAIL
 AU2896'OF RAILROAD TRACKS, 12 FEET SOUTH-SOUTHWEST OF THE
 AU2896'APPROXIMATE CENTER OF SHELL ROAD, 4.5 FEET WEST OF A TELEPHONE POLE
 AU2896'AND 2.3 FEET NORTH-NORTHEAST OF A 4-INCH PIPE.
 AU2896'
 AU2896'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1263 ***********************************************************************
 AT1263  DESIGNATION -  HOPEDALE
 AT1263  PID         -  AT1263
 AT1263  STATE/COUNTY-  LA/ST BERNARD
 AT1263  USGS QUAD   -  YSCLOSKEY (1994)
 AT1263
 AT1263                         *CURRENT SURVEY CONTROL
 AT1263  ___________________________________________________________________
 AT1263* NAD 83(1992)-  29 48 57.61126(N)    089 38 48.16918(W)     ADJUSTED  
 AT1263* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1263  **This station is located in a subsidence area (see below).
 AT1263  ___________________________________________________________________
 AT1263  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1263  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AT1263
 AT1263  HORZ ORDER  -  SECOND
 AT1263
 AT1263.The horizontal coordinates were established by classical geodetic methods
 AT1263.and adjusted by the National Geodetic Survey in May 1994..
 AT1263
 AT1263 ** The orthometric height has not been validated since last determined
 AT1263 ** by differential leveling and should not be used for control purposes.
 AT1263 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1263 ** area with valid NAVD 88 orthometric heights.
 AT1263 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1263 ** epoch indicated which incorporates improved geoid heights for the
 AT1263 ** Southern Louisiana Subsidence area.
 AT1263 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1263.The orthometric height was scaled from a topographic map.
 AT1263
 AT1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1263
 AT1263.The geoid height was determined by GEOID03.
 AT1263
 AT1263;                    North         East     Units Scale Factor Converg.
 AT1263;SPC LA S     -   147,071.418 1,163,017.876   MT  0.99993092   +0 50 36.0
 AT1263;SPC LA S     -   482,516.81  3,815,667.81   sFT  0.99993092   +0 50 36.0
 AT1263;UTM  16      - 3,301,336.099   244,214.677   MT  1.00040731   -1 19 00.1
 AT1263
 AT1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1263!SPC LA S     -   1.00000403  x   0.99993092  =   0.99993495
 AT1263!UTM  16      -   1.00000403  x   1.00040731  =   1.00041134
 AT1263
 AT1263|---------------------------------------------------------------------|
 AT1263| PID    Reference Object                     Distance      Geod. Az  |
 AT1263|                                                           dddmmss.s |
 AT1263| DD7207 HOPEDALE RM 2                        50.835 METERS 02642     |
 AT1263| DD7205 HOPEDALE AZ MK                                     1171533.4 |
 AT1263| DD7206 HOPEDALE RM 1                        38.460 METERS 28655     |
 AT1263| AT1269 SHELL BEACH OIL DERRICK             APPROX. 7.7 KM 3240500.7 |
 AT1263|---------------------------------------------------------------------|
 AT1263
 AT1263                          SUPERSEDED SURVEY CONTROL
 AT1263
 AT1263  NAD 83(1992)-  29 48 57.61107(N)    089 38 48.16681(W) AD(       ) 2
 AT1263  NAD 83(1986)-  29 48 57.62080(N)    089 38 48.16937(W) AD(       ) 2
 AT1263  NAD 27      -  29 48 56.87500(N)    089 38 47.96800(W) AD(       ) 2
 AT1263
 AT1263.Superseded values are not recommended for survey control.
 AT1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1263.See file dsdata.txt to determine how the superseded data were derived.
 AT1263
 AT1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4421501336(NAD 83)
 AT1263_MARKER: DS = TRIANGULATION STATION DISK
 AT1263_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1263_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1263
 AT1263  HISTORY     - Date     Condition        Report By
 AT1263  HISTORY     - 1934     MONUMENTED       CGS
 AT1263  HISTORY     - 1952     GOOD             CGS
 AT1263
 AT1263                          STATION DESCRIPTION
 AT1263
 AT1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1263'ABOUT 4 MILES
 AT1263'SE OF SHELL BEACH,
 AT1263'ABOUT 4 MILES ESE OF YSCLOSKEY ON THE NORTHERN
 AT1263'BANK OF BAYOU LA LOUTRE, OPPOSITE THE
 AT1263'JUNCTION OF BAYOU LA LOUTRE
 AT1263'WITH A CANAL LOCALLY KNOWN AS BAKERS DITCH WHICH
 AT1263'CONNECTS BAYOU
 AT1263'LA LOUTRE WITH HOPEDALE LAGOON, AND IS A WELL DRAINED FIELD 43
 AT1263'METERS (141
 AT1263'FEET) BACK FROM THE BAYOU.  SURFACE MARK IS A STANDARD
 AT1263'BRONZE DISK SET IN CONCRETE AT
 AT1263'THE TOP OF A TILE.
 AT1263'UNDERGROUND MARK IS A STANDARD BRONZE
 AT1263'DISK IN CONCRETE
 AT1263'REFERENCE MARK NO. 1 IS A STANDARD BRONZE
 AT1263'REFERENCE DISK SET IN CONCRETE IN THE TOP OF A TILE AS
 AT1263'IS 38.460 METERS (126.18 FEET) FROM THE
 AT1263'STATION N 73 DEG 05 MIN W.
 AT1263'REFERENCE MARK NO. 2 IS A STANDARD
 AT1263'BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP OF A TILE,
 AT1263'IS 50.835 METERS (166.78 FEET) FROM THE
 AT1263'STATION N 26 DEG 42 MIN E.
 AT1263'THE DISTANCE BETWEEN THE REFERENCE
 AT1263'MARKS IS 68.770 METERS (225.62 FEET).
 AT1263'THE AZIMUTH MARK, IS A
 AT1263'STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP OF A TILE,
 AT1263'IS 56.4 METERS (185 FEET) FROM THE NORTHERN
 AT1263'BANK OF THE BAYOU
 AT1263'AND APPROXIMATELY 1/4 MILE FROM THE STATION IN
 AT1263'S 62 DEG 44 MIN E.
 AT1263
 AT1263                          STATION RECOVERY (1952)
 AT1263
 AT1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1263'R.M. 2 RECOVERED IN GOOD
 AT1263'CONDITION.
 AT1263'STATION AND R.M. 1 WERE DESTROYED DURING DREDGING OF
 AT1263'BAYOU LA LOUTRE.  A COMPLETE
 AT1263'NEW DESCRIPTION FOLLOWS-
 AT1263'
 AT1263'R.M. 2 IS IN HOPEDALE, ON THE N BANK OF BAYOU LA LOUTRE, OPPOSITE
 AT1263'THE JUNCTION OF
 AT1263'BAYOU LA LOUTRE WITH HOPEDALE CANAL, 143
 AT1263'FEET N OF THE NW CORNER OF A WHITE
 AT1263'ASBESTOS SHINGLE HOUSE, 44
 AT1263'FEET NE OF THE FENCE CORNER AT THE NW CORNER OF THE
 AT1263'YARD OF THE
 AT1263'HOUSE, 79 FEET NE OF A 15-INCH OAK JUST W OF THE FENCE, AND 45
 AT1263'FEET SE OF AN
 AT1263'ISOLATED 12-INCH OAK.  IT IS A STANDARD REFERENCE-MARK
 AT1263'DISK, STAMPED HOPEDALE NO 2
 AT1263'1934, SET IN CONCRETE IN TOP
 AT1263'OF AN 8-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1262 ***********************************************************************
 AT1262  DESIGNATION -  HOPEDALE 2
 AT1262  PID         -  AT1262
 AT1262  STATE/COUNTY-  LA/ST BERNARD
 AT1262  USGS QUAD   -  YSCLOSKEY (1994)
 AT1262
 AT1262                         *CURRENT SURVEY CONTROL
 AT1262  ___________________________________________________________________
 AT1262* NAD 83(1992)-  29 48 58.07968(N)    089 38 48.56662(W)     ADJUSTED  
 AT1262* NAVD 88     -         3.0  **(meters)      10.   **(feet)  VERTCON   
 AT1262  **This station is located in a subsidence area (see below).
 AT1262  ___________________________________________________________________
 AT1262  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1262  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AT1262
 AT1262  HORZ ORDER  -  SECOND
 AT1262
 AT1262.The horizontal coordinates were established by classical geodetic methods
 AT1262.and adjusted by the National Geodetic Survey in May 1994..
 AT1262
 AT1262 ** The orthometric height has not been validated since last determined
 AT1262 ** by differential leveling and should not be used for control purposes.
 AT1262 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1262 ** area with valid NAVD 88 orthometric heights.
 AT1262 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1262 ** epoch indicated which incorporates improved geoid heights for the
 AT1262 ** Southern Louisiana Subsidence area.
 AT1262 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1262
 AT1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1262
 AT1262.The geoid height was determined by GEOID03.
 AT1262
 AT1262;                    North         East     Units Scale Factor Converg.
 AT1262;SPC LA S     -   147,085.682 1,163,006.994   MT  0.99993091   +0 50 35.8
 AT1262;SPC LA S     -   482,563.61  3,815,632.11   sFT  0.99993091   +0 50 35.8
 AT1262;UTM  16      - 3,301,350.770   244,204.336   MT  1.00040738   -1 19 00.4
 AT1262
 AT1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1262!SPC LA S     -   1.00000354  x   0.99993091  =   0.99993445
 AT1262!UTM  16      -   1.00000354  x   1.00040738  =   1.00041092
 AT1262
 AT1262|---------------------------------------------------------------------|
 AT1262| PID    Reference Object                     Distance      Geod. Az  |
 AT1262|                                                           dddmmss.s |
 AT1262| DD7207 HOPEDALE RM 2                        45.737 METERS 04730     |
 AT1262| DD7209 HOPEDALE 2 RM 3                      42.069 METERS 15103     |
 AT1262| DD7208 HOPEDALE 2 AZ MK                                   1890640.7 |
 AT1262| DD7210 HOPEDALE 2 RM 4                      28.324 METERS 24854     |
 AT1262|---------------------------------------------------------------------|
 AT1262
 AT1262                          SUPERSEDED SURVEY CONTROL
 AT1262
 AT1262  NAD 83(1992)-  29 48 58.08412(N)    089 38 48.56246(W) AD(       ) 2
 AT1262  NAD 83(1986)-  29 48 58.09133(N)    089 38 48.56589(W) AD(       ) 2
 AT1262  NAD 27      -  29 48 57.34798(N)    089 38 48.36104(W) AD(       ) 2
 AT1262  NGVD 29 (07/19/86)    3.1    (m)           10.     (f) VERT ANG       
 AT1262
 AT1262.Superseded values are not recommended for survey control.
 AT1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1262.See file dsdata.txt to determine how the superseded data were derived.
 AT1262
 AT1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4420401351(NAD 83)
 AT1262_MARKER: DS = TRIANGULATION STATION DISK
 AT1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1262+STABILITY: SURFACE MOTION
 AT1262
 AT1262  HISTORY     - Date     Condition        Report By
 AT1262  HISTORY     - 1966     MONUMENTED       CGS
 AT1262  HISTORY     - 1969     GOOD             CGS
 AT1262  HISTORY     - 1988     GOOD             LOCSUR
 AT1262
 AT1262                          STATION DESCRIPTION
 AT1262
 AT1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1262'LOCATED IN THE WEST SECTION OF HOPEDALE ON THE NORTH SIDE OF A
 AT1262'PAVED ROAD AND
 AT1262'NORTH OF THE JUNCTION OF BAYOU LA LOURTE AND A CANAL
 AT1262'KNOWN AS BAKERS DITCH.  THIS
 AT1262'CANAL CONNECTS BAYOU LA LOURTE AND HOPEDALE
 AT1262'LAGOON.
 AT1262'
 AT1262'STATION MARKS ARE STANDARD DISKS STAMPED HOPEDALE 2 1966.  THE
 AT1262'SURFACE DISK IS
 AT1262'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 AT1262'INCHES.  IT IS 5.4 FEET SOUTHEAST
 AT1262'OF A METAL WITNESS POST, 72 FEET NORTHWEST
 AT1262'OF THE SOUTHWEST CORNER OF A HOUSE, 97 FEET
 AT1262'NORTHEAST OF A POWER
 AT1262'POLE, 98 FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD AND
 AT1262'140 FEET
 AT1262'NORTHEAST OF THE WATERS EDGE OF BAYOU LA LOURTE.  THE UNDERGROUND
 AT1262'DISK IS SET IN AN
 AT1262'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF
 AT1262'THE GROUND.
 AT1262'
 AT1262'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HOPEDALE NO 2 1934,
 AT1262'SET IN CONCRETE IN
 AT1262'THE TOP OF AN 8 INCH TERRACOTTA PIPE WHICH PROJECTS
 AT1262'5 INCHES.  IT IS 53 FEET NORTHEAST OF
 AT1262'A POWER POLE, 60 FEET NORTHEAST OF
 AT1262'A FENCE CONRNER AND 138 FEET NORTHEAST OF THE NORTHEAST
 AT1262'CORNER OF A
 AT1262'HOUSE.  THIS MARK WAS THE ONLY MARK RECOVERED FROM HOPEDALE 1934.
 AT1262'
 AT1262'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOPEDALE 2 NO 3 1966,
 AT1262'IS SET IN A ROUND
 AT1262'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 AT1262'THE GROUND.  IT IS SET ON THE
 AT1262'SHOULDER OF THE ROAD, 5 FEET SOUTHWEST OF
 AT1262'A METAL WITNESS POST, 17 FEET NORTHEAST OF THE
 AT1262'CENTER OF THE PAVED ROAD,
 AT1262'44 FEET SOUTHEAST OF A POWER POLE AND 55 FEET SOUTHEAST OF THE
 AT1262'SOUTHEAST CORNER OF THE HOUSE.
 AT1262'
 AT1262'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HOPEDALE 2 NO 4 1966,
 AT1262'IS SET IN A ROUND
 AT1262'CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 3.2
 AT1262'FEET NORTHEAST OF A POWER POLE, 1.8
 AT1262'FEET SOUTHEAST OF A METAL WITNESS
 AT1262'POST AND 30 FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD.
 AT1262'
 AT1262'AZIMUTH MARK IS A STANDARD DISK STAMPED HOPEDALE 2 1966, CRIMPED TO
 AT1262'THE TOP OF A 5/8
 AT1262'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1262'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT1262'WHICH PROJECTS 2 FEET.  IT IS 18
 AT1262'FEET SOUTHEAST OF AN 18 INCH OAK TREE, 8 FEET EAST OF
 AT1262'A CANAL (BAKERS
 AT1262'DITCH) AND 125 FEET NORTH OF HOPEDALE LAGOON.
 AT1262'
 AT1262'THE AZIMUTH CAN BE REACHED BY BOAT BY GOING SOUTH ON BAKERS DITCH
 AT1262'CANAL FOR ABOUT
 AT1262'0.3 MILE TO THE MARK ON THE LEFT BANK OF THE CANAL JUST
 AT1262'BEFORE REACHING HOPEDALE LAGOON.
 AT1262'
 AT1262'HEIGHT OF LIGHT ABOVE STATION MARK 30.0 METERS.
 AT1262
 AT1262                          STATION RECOVERY (1969)
 AT1262
 AT1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 AT1262'STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 AT1262'CONDITION.  OTHER MARKS WERE NOT SEARCHED FOR.
 AT1262'
 AT1262'THE 1966 DESCRIPTION IS ADEQUATE.
 AT1262
 AT1262                          STATION RECOVERY (1988)
 AT1262
 AT1262'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (MN)
 AT1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1168 ***********************************************************************
 AT1168  DESIGNATION -  HOR 19 K
 AT1168  PID         -  AT1168
 AT1168  STATE/COUNTY-  LA/PLAQUEMINES
 AT1168  USGS QUAD   -  GRAND ISLE (1973)
 AT1168
 AT1168                         *CURRENT SURVEY CONTROL
 AT1168  ___________________________________________________________________
 AT1168* NAD 83(1992)-  29 09 44.98496(N)    089 52 57.50062(W)     ADJUSTED  
 AT1168* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1168  ___________________________________________________________________
 AT1168  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AT1168  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AT1168
 AT1168  HORZ ORDER  -  SECOND
 AT1168
 AT1168.The horizontal coordinates were established by classical geodetic methods
 AT1168.and adjusted by the National Geodetic Survey in January 1993..
 AT1168
 AT1168.The orthometric height was scaled from a topographic map.
 AT1168
 AT1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1168
 AT1168.The geoid height was determined by GEOID03.
 AT1168
 AT1168;                    North         East     Units Scale Factor Converg.
 AT1168;SPC LA S     -    74,329.893 1,141,133.159   MT  1.00003195   +0 43 31.3
 AT1168;SPC LA S     -   243,863.99  3,743,867.71   sFT  1.00003195   +0 43 31.3
 AT1168;UTM  16      - 3,229,427.896   219,608.843   MT  1.00057026   -1 24 20.1
 AT1168
 AT1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1168!SPC LA S     -   1.00000373  x   1.00003195  =   1.00003568
 AT1168!UTM  16      -   1.00000373  x   1.00057026  =   1.00057399
 AT1168
 AT1168|---------------------------------------------------------------------|
 AT1168| PID    Reference Object                     Distance      Geod. Az  |
 AT1168|                                                           dddmmss.s |
 AT1168| DD7214 HOR 19 K RM 2                        15.812 METERS 00524     |
 AT1168| DD7211 HOR 19 K AZ MK 1                                   2435447.7 |
 AT1168| DD7213 HOR 19 K RM 1                        15.095 METERS 27722     |
 AT1168| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX.12.9 KM 3125917.6 |
 AT1168| DD7212 HOR 19 K AZ MK 2                                   3551719.6 |
 AT1168|---------------------------------------------------------------------|
 AT1168
 AT1168                          SUPERSEDED SURVEY CONTROL
 AT1168
 AT1168  NAD 83(1986)-  29 09 44.99704(N)    089 52 57.51184(W) AD(       ) 2
 AT1168  NAD 27      -  29 09 44.17149(N)    089 52 57.25777(W) AD(       ) 2
 AT1168
 AT1168.Superseded values are not recommended for survey control.
 AT1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1168.See file dsdata.txt to determine how the superseded data were derived.
 AT1168
 AT1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1960929428(NAD 83)
 AT1168_MARKER: H = DRILL HOLE
 AT1168_SETTING: 0 = UNSPECIFIED SETTING
 AT1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1168
 AT1168  HISTORY     - Date     Condition        Report By
 AT1168  HISTORY     - 1963     MONUMENTED       CGS
 AT1168
 AT1168                          STATION DESCRIPTION
 AT1168
 AT1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT1168'STATION IS LOCATED ON AN OIL WELL PLATFORM IN THE GULF OF MEXICO
 AT1168'OWNED BY THE
 AT1168'HUMBLE OIL COMPANY.  IT IS IN BLOCK 19 OF THE GRAND ISLE AREA
 AT1168'AND ABOUT 8.5 MILES SOUTHEAST
 AT1168'OF GRAND ISLE, LOUISIANA.  THE PLATFORM IS
 AT1168'ABOUT 44 FEET ABOVE THE WATER.
 AT1168'
 AT1168'STATION MARK IS A DRILL HOLE SURROUNDED BY THREE DRILL HOLES IN THE
 AT1168'SHAPE OF A
 AT1168'TRIANGLE AND IS STAMPED H.O.R. 19 K 1963.  IT IS 77 FEET EAST
 AT1168'OF WEST EDGE OF PLATFORM, 26
 AT1168'FEET NORTH OF SOUTH EDGE OF PLATFORM, 2.7
 AT1168'FEET WEST OF EAST EDGE OF PLATFORM AND IN THE
 AT1168'SECOND I BEAM COUNTING
 AT1168'FROM SOUTH EDGE OF PLATFORM.
 AT1168'
 AT1168'REFERENCE MARK NUMBER 1 IS A DRILL HOLE SURROUNDED BY THREE DRILL
 AT1168'HOLES IN THE SHAPE
 AT1168'OF A TRIANGLE WITH A CHISELED ARROW POINTING TOWARD
 AT1168'STATION AND IS STAMPED RM 1.  IT IS
 AT1168'52 FEET WEST OF EAST EDGE OF PLATFORM,
 AT1168'28 FEET EAST OF WEST EDGE OF PLATFORM, 26 FEET NORTH
 AT1168'OF SOUTH EDGE OF
 AT1168'PLATFORM AND IN THE SAME I BEAM AS THE STATION.
 AT1168'
 AT1168'REFERENCE MARK NUMBER 2 IS A DRILL HOLE SURROUNDED BY THREE DRILL
 AT1168'HOLES IN THE SHAPE
 AT1168'OF A TRIANGLE WITH A CHISELED ARROW POINTING TOWARD STATION
 AT1168'AND IS STAMPED RM 2.  IT IS 78
 AT1168'FEET NORTH OF SOUTH EDGE OF PLATFORM, 22
 AT1168'FEET SOUTH OF NORTH EDGE OF PLATFORM, 4.6 FEET
 AT1168'WEST OF EAST EDGE OF PLATFORM
 AT1168'AND IN EAST END OF MOST NORTHERLY I BEAM.
 AT1168'
 AT1168'AZIMUTH MARK NUMBER 1 IS LOCATED IN BLOCK 19 AND ON PLATFORM HOR GI
 AT1168'19-C WHICH IS
 AT1168'ABOUT 1/2 MILE SOUTHWEST OF STATION.  IT IS A DRILL HOLE
 AT1168'SURROUNDED BY THREE DRILL HOLES
 AT1168'IN THE SHAPE OF A TRIANGLE AND IS STAMPED
 AT1168'HOR 19 K AZI MK NO 1 1963.  IT IS 40 FEET
 AT1168'SOUTHWEST OF A STAIRWAY, 33 FEET
 AT1168'SOUTH OF NORTH END OF A STEEL I BEAM AND 27 FEET WEST OF
 AT1168'EAST EDGE OF PLATFORM.
 AT1168'
 AT1168'AZIMUTH MARK NUMBER 2 IS LOCATED IN BLOCK 9 AND ON PLATFORM HOR GI
 AT1168'9 E., WHICH IS 3/4
 AT1168'MILE NORTH OF STATION.  IT IS A DRILL HOLE SURROUNDED
 AT1168'BY THREE DRILL HOLES IN THE SHAPE OF
 AT1168'A TRIANGLE AND IS STAMPED HOR 19 K
 AT1168'AZI MK NO. 2 1963.  IT IS 44 FEET NORTH OF NORTHEAST
 AT1168'EDGE OF PLATFORM AND 5
 AT1168'FEET NORTH OF EAST EDGE OF PLATFORM.
 AT1168'
 AT1168'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2953 ***********************************************************************
 AU2953  DESIGNATION -  HOR 23 K
 AU2953  PID         -  AU2953
 AU2953  STATE/COUNTY-  LA/JEFFERSON
 AU2953  USGS QUAD   -  
 AU2953
 AU2953                         *CURRENT SURVEY CONTROL
 AU2953  ___________________________________________________________________
 AU2953* NAD 83(1992)-  29 05 55.83024(N)    090 00 36.38210(W)     ADJUSTED  
 AU2953* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2953  **This station is located in a subsidence area (see below).
 AU2953  ___________________________________________________________________
 AU2953  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AU2953  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AU2953
 AU2953  HORZ ORDER  -  SECOND
 AU2953
 AU2953.The horizontal coordinates were established by classical geodetic methods
 AU2953.and adjusted by the National Geodetic Survey in January 1993..
 AU2953
 AU2953 ** The orthometric height has not been validated since last determined
 AU2953 ** by differential leveling and should not be used for control purposes.
 AU2953 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2953 ** area with valid NAVD 88 orthometric heights.
 AU2953 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2953 ** epoch indicated which incorporates improved geoid heights for the
 AU2953 ** Southern Louisiana Subsidence area.
 AU2953 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2953.The orthometric height was scaled from a topographic map.
 AU2953
 AU2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2953
 AU2953.The geoid height was determined by GEOID03.
 AU2953
 AU2953;                    North         East     Units Scale Factor Converg.
 AU2953;SPC LA S     -    67,124.695 1,128,814.367   MT  1.00004866   +0 39 41.9
 AU2953;SPC LA S     -   220,224.94  3,703,451.80   sFT  1.00004866   +0 39 41.9
 AU2953;UTM  15      - 3,222,631.222   791,008.081   MT  1.00064516   +1 27 18.2
 AU2953;UTM  16      - 3,222,681.386   207,023.689   MT  1.00065934   -1 27 53.7
 AU2953
 AU2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2953!SPC LA S     -   1.00000372  x   1.00004866  =   1.00005238
 AU2953!UTM  15      -   1.00000372  x   1.00064516  =   1.00064888
 AU2953!UTM  16      -   1.00000372  x   1.00065934  =   1.00066306
 AU2953
 AU2953|---------------------------------------------------------------------|
 AU2953| PID    Reference Object                     Distance      Geod. Az  |
 AU2953|                                                           dddmmss.s |
 AU2953| DD7216 HOR 23 K RM 2                        15.659 METERS 00829     |
 AU2953| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX.16.1 KM 0104233.9 |
 AU2953| DD7215 HOR 23 K RM 1                        11.999 METERS 27705     |
 AU2953| AU2948 RBN GRAND ISLE GNI                  APPROX.11.7 KM 3284834.1 |
 AU2953|---------------------------------------------------------------------|
 AU2953
 AU2953                          SUPERSEDED SURVEY CONTROL
 AU2953
 AU2953  NAD 83(1986)-  29 05 55.84391(N)    090 00 36.39419(W) AD(       ) 2
 AU2953  NAD 27      -  29 05 55.00819(N)    090 00 36.12916(W) AD(       ) 2
 AU2953
 AU2953.Superseded values are not recommended for survey control.
 AU2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2953.See file dsdata.txt to determine how the superseded data were derived.
 AU2953
 AU2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN9100822631(NAD 83)
 AU2953_MARKER: H = DRILL HOLE
 AU2953_SETTING: 0 = UNSPECIFIED SETTING
 AU2953
 AU2953  HISTORY     - Date     Condition        Report By
 AU2953  HISTORY     - 1963     MONUMENTED       CGS
 AU2953
 AU2953                          STATION DESCRIPTION
 AU2953
 AU2953'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU2953'STATION IS LOCATED IN THE GULF OF MEXICO, ABOUT 10 MIELS
 AU2953'SOUTH OF THE VILLAGE OF GRAND ISLE, ON AN OIL WELL PLATFORM
 AU2953'OWNED BY THE HUMBLE OIL AND REFINING COMPANY.  IN BLOCK 23
 AU2953'OF THE GRAND ISLE AREA.  THE PLATFORM MEASURES 80 X 150 FEET AND
 AU2953'IS 40 FEET ABOVE THE WATER.
 AU2953'
 AU2953'STATION MARK IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3 OTHER 1/4
 AU2953'INCH DRILL HOLES, IN THE TOP OF A 16-INCH STEEL SKID BEAM AND IS
 AU2953'STAMPED H.O.R. 23 K 1963.  IT IS 74.5 FEET NORTHEAST OF THE
 AU2953'CENTER OF THE TOP STEP OF THE MOST SOUTHERLY STAIRWAY, 61.5
 AU2953'FEET SOUTH OF THE NORTHEAST CORNER OF THE PLATFORM, 7.7 FEET
 AU2953'WEST OF THE EAST EDGE OF THE PLATFORM AND 4.9 FEET WEST OF THE
 AU2953'EAST END OF THE 16-INCH SKID BEAM.
 AU2953'
 AU2953'REFERENCE MARK NO. 1 IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3
 AU2953'OTHER 1/4 INCH DRILL HOLES WITH A CHISELED ARROW POINTING TOWARDS
 AU2953'THE STATION, IN THE TOP OF THE SAME SKID BEAM AS THE STATION
 AU2953'MARK AND IS STAMPED R.M. 1.  IT IS 61.8 FEET SOUTH OF THE
 AU2953'NORTH END OF THE PLATFORM, 47.2 FEET WEST OF EAST EDGE OF
 AU2953'PLATFORM, 39.3 FEET NORTHEAST OF THE CENTER OF THE MOST
 AU2953'SOUTHERLY STAIRWAY AND 33.0 FEET EAST OF THE WEST EDGE OF THE
 AU2953'PLATFORM.
 AU2953'
 AU2953'REFERENCE MARK NO. 2 IS A 1/4 INCH DRILL HOLE SURROUNDED
 AU2953'BY 3 OTHER 1/4 INCH DRILL HOLES, WITH A CHISELED ARROW POINTING
 AU2953'TOWARD THE STATION AND IS STAMPED R.M. 2.  IT IS 12.0 FEET
 AU2953'SOUTHWEST OF THE NORTHEAST CORNER OF PLATFORM, 10.2 FEET
 AU2953'SOUTH OF THE NORTH END OF THE PLATFORM AND 7.0 FEET WEST OF
 AU2953'THE EAST EDGE OF PLATFORM.
 AU2953'
 AU2953'HEIGHT OF LIGHT ABOVE STATION MARK 4.67 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2861 ***********************************************************************
 BK2861  DESIGNATION -  HORACE
 BK2861  PID         -  BK2861
 BK2861  STATE/COUNTY-  LA/ACADIA
 BK2861  USGS QUAD   -  BASILE (1985)
 BK2861
 BK2861                         *CURRENT SURVEY CONTROL
 BK2861  ___________________________________________________________________
 BK2861* NAD 83(1992)-  30 24 54.61833(N)    092 32 32.49502(W)     ADJUSTED  
 BK2861* NAVD 88     -         9.9  **(meters)      32.   **(feet)  VERTCON   
 BK2861  **This station is located in a subsidence area (see below).
 BK2861  ___________________________________________________________________
 BK2861  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2861  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2861
 BK2861  HORZ ORDER  -  SECOND
 BK2861
 BK2861.The horizontal coordinates were established by classical geodetic methods
 BK2861.and adjusted by the National Geodetic Survey in January 1993..
 BK2861
 BK2861 ** The orthometric height has not been validated since last determined
 BK2861 ** by differential leveling and should not be used for control purposes.
 BK2861 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2861 ** area with valid NAVD 88 orthometric heights.
 BK2861 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2861 ** epoch indicated which incorporates improved geoid heights for the
 BK2861 ** Southern Louisiana Subsidence area.
 BK2861 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2861
 BK2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2861
 BK2861.The geoid height was determined by GEOID03.
 BK2861
 BK2861;                    North         East     Units Scale Factor Converg.
 BK2861;SPC LA S     -   212,900.452   883,841.929   MT  0.99995180   -0 36 16.3
 BK2861;SPC LA S     -   698,490.90  2,899,738.06   sFT  0.99995180   -0 36 16.3
 BK2861;UTM  15      - 3,364,880.071   543,953.691   MT  0.99962383   +0 13 54.1
 BK2861
 BK2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2861!SPC LA S     -   1.00000274  x   0.99995180  =   0.99995454
 BK2861!UTM  15      -   1.00000274  x   0.99962383  =   0.99962657
 BK2861
 BK2861|---------------------------------------------------------------------|
 BK2861| PID    Reference Object                     Distance      Geod. Az  |
 BK2861|                                                           dddmmss.s |
 BK2861| CW1484 HORACE RM 1                          26.540 METERS 20003     |
 BK2861| CW1483 HORACE AZ MK                                       2675539.3 |
 BK2861| BK2862 HORACE LDH 1974 RM 2                 17.004 METERS 28342     |
 BK2861|---------------------------------------------------------------------|
 BK2861
 BK2861                          SUPERSEDED SURVEY CONTROL
 BK2861
 BK2861  NAD 83(1986)-  30 24 54.63815(N)    092 32 32.48885(W) AD(       ) 2
 BK2861  NAD 27      -  30 24 53.91246(N)    092 32 31.99436(W) AD(       ) 2
 BK2861  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG       
 BK2861
 BK2861.Superseded values are not recommended for survey control.
 BK2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2861.See file dsdata.txt to determine how the superseded data were derived.
 BK2861
 BK2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4395464880(NAD 83)
 BK2861_MARKER: DD = SURVEY DISK
 BK2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2861
 BK2861  HISTORY     - Date     Condition        Report By
 BK2861  HISTORY     - 1974     MONUMENTED       LADH
 BK2861
 BK2861                          STATION DESCRIPTION
 BK2861
 BK2861'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2861'THE STATION IS LOCATED 6 MILES NORTHWEST OF IOTA, 4.5 MILES SOUTHEAST
 BK2861'OF BASILE AND 7 MILES SOUTHWEST OF EUNICE, IN THE NORTHEAST QUARTER
 BK2861'OF SECTION 28, T7S, R2W AND ON PROPERTY OWNED BY THE LOUISIANA
 BK2861'DEPARTMENT OF HIGHWAYS.
 BK2861'
 BK2861'TO REACH THE STATION FROM THE SOUTHEASTERN PART OF BASILE, AT THE
 BK2861'INTERSECTION OF U. S. HIGHWAY 190 AND STATE HIGHWAY 371, GO EAST
 BK2861'FOLLOWING U. S. HIGHWAY 190 FOR 0.6 MILE TO THE INTERSECTION WITH
 BK2861'STATE HIGHWAY 97.  HERE TURN RIGHT AND GO SOUTH FOLLOWING STATE
 BK2861'HIGHWAY 97 FOR 5.1 MILES TO THE JUNCTION OF STATE HIGHWAY 368,
 BK2861'TURN LEFT AND GO EAST ON STATE HIGHWAY 368 FOR 1.6 MILES TO THE
 BK2861'STATION SET ON THE LEFT AND NORTH OF THE HIGHWAY NEAR A HOUSE.
 BK2861'
 BK2861'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 BK2861'368 FOR 0.5 MILE TO THE MARK ON THE LEFT AND SOUTH OF THE HIGHWAY
 BK2861'NEAR POWER POLE NO. TD1.
 BK2861'
 BK2861'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2861'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2861'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2861'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BK2861'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2861'STAMPED HORACE 1974.  THE MARK IS 99 FEET NORTHWEST OF POWER POLE
 BK2861'NO. TD7, 88 FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN,
 BK2861'58 FEET EAST OF A CHAIN-LINK FENCE, 47 FEET NORTH OF THE CENTER OF
 BK2861'STATE HIGHWAY 368, 37 FEET SOUTH OF A 14 INCH OAK TREE AND 17 FEET
 BK2861'EAST OF A SHELL DRIVE TO A RED BRICK HOUSE.
 BK2861'
 BK2861'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2861'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2861'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2861'STAMPED HORACE RM 1 1974.  IT IS 86 FEET WEST OF POWER POLE NO.
 BK2861'TD7, 79 FEET SOUTHEAST OF THE CENTER OF A RAIL CATTLE GUARD, 35
 BK2861'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 368, 2 FEET EAST OF A
 BK2861'METAL WITNESS POST AND SIGN AND 1 FOOT NORTH OF A FENCE.
 BK2861'
 BK2861'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2861'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2861'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2861'STAMPED HORACE RM 2 1974.  IT IS 64 FEET SOUTHWEST OF A 14 INCH
 BK2861'OAK TREE, 58.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 368, 40.5
 BK2861'FEET WEST OF THE CENTER OF A SHELL DRIVE TO A RED BRICK HOUSE, 30
 BK2861'FEET NORTHEAST OF THE CENTER OF A RAIL CATTLE GUARD AND 3 FEET
 BK2861'EAST OF A CHAIN-LINK FENCE.
 BK2861'
 BK2861'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2861'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2861'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2861'STAMPED HORACE AZ. MK. 1974.  IT IS 40 FEET WEST OF A FENCE
 BK2861'CORNER, 35.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 368, 16
 BK2861'FEET SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT, 3
 BK2861'FEET NORTH-NORTHEAST OF A POWER POLE (TD1), 1.5 FEET
 BK2861'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BK2861'
 BK2861'NEAREST TOWN--BASILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0899 ***********************************************************************
 AV0899  DESIGNATION -  HORN
 AV0899  PID         -  AV0899
 AV0899  STATE/COUNTY-  LA/CAMERON
 AV0899  USGS QUAD   -  TEXAS POINT (1993)
 AV0899
 AV0899                         *CURRENT SURVEY CONTROL
 AV0899  ___________________________________________________________________
 AV0899* NAD 83(1992)-  29 43 57.21420(N)    093 46 11.70316(W)     ADJUSTED  
 AV0899* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 AV0899  ___________________________________________________________________
 AV0899  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AV0899  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0899
 AV0899  HORZ ORDER  -  SECOND
 AV0899
 AV0899.The horizontal coordinates were established by classical geodetic methods
 AV0899.and adjusted by the National Geodetic Survey in February 1996..
 AV0899
 AV0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0899
 AV0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0899
 AV0899.The geoid height was determined by GEOID03.
 AV0899
 AV0899;                    North         East     Units Scale Factor Converg.
 AV0899;SPC LA S     -   139,128.618   764,307.935   MT  0.99993664   -1 13 06.0
 AV0899;SPC LA S     -   456,457.81  2,507,566.95   sFT  0.99993664   -1 13 06.0
 AV0899;UTM  15      - 3,289,399.492   425,543.789   MT  0.99966840   -0 22 54.7
 AV0899
 AV0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0899!SPC LA S     -   1.00000412  x   0.99993664  =   0.99994076
 AV0899!UTM  15      -   1.00000412  x   0.99966840  =   0.99967252
 AV0899
 AV0899|---------------------------------------------------------------------|
 AV0899| PID    Reference Object                     Distance      Geod. Az  |
 AV0899|                                                           dddmmss.s |
 AV0899| CV9898 HORN RM 1                            15.011 METERS 03509     |
 AV0899| CV9897 HORN AZ MK                                         0712122.8 |
 AV0899| CV9899 HORN RM 2                            14.222 METERS 14318     |
 AV0899|---------------------------------------------------------------------|
 AV0899
 AV0899                          SUPERSEDED SURVEY CONTROL
 AV0899
 AV0899  NAD 83(1992)-  29 43 57.21414(N)    093 46 11.70322(W) AD(       ) 2
 AV0899  NAD 83(1986)-  29 43 57.23629(N)    093 46 11.68798(W) AD(       ) 2
 AV0899  NAD 27      -  29 43 56.44400(N)    093 46 11.11350(W) AD(       ) 2
 AV0899  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AV0899
 AV0899.Superseded values are not recommended for survey control.
 AV0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0899.See file dsdata.txt to determine how the superseded data were derived.
 AV0899
 AV0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2554489399(NAD 83)
 AV0899_MARKER: DS = TRIANGULATION STATION DISK
 AV0899_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AV0899+WITH SETTING: INFORMATION.
 AV0899_SP_SET: PREFABRICATED CONCRETE POST
 AV0899
 AV0899  HISTORY     - Date     Condition        Report By
 AV0899  HISTORY     - 1963     MONUMENTED       CGS
 AV0899  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0899
 AV0899                          STATION DESCRIPTION
 AV0899
 AV0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0899'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF THE TOWN
 AV0899'OF SABINE PASS, 4-1/2 MILES SOUTHWEST OF JOHNSONS BAYOU
 AV0899'SCHOOL, ABOUT 0.2 MILE NORTH OF THE GULF.
 AV0899'
 AV0899'TO REACH THE STATION FROM A T-ROAD JUNCTION AT JOHNSON BAYOU
 AV0899'SCHOOL, GO WEST ON STATE HIGHWAY 82 FOR 2.9 MILES TO A SIDE
 AV0899'ROAD LEFT, AND A SIGN READING GENERAL AMERICAN OIL COMPANY.
 AV0899'TURN LEFT, ACROSS A CATTLE GUARD, AND GO SOUTH ON A SHELL
 AV0899'ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT.  KEEP STRAIGHT AHEAD
 AV0899'SOUTH ON A SHELL ROAD FOR 0.35 MILE TO THE END OF THE SHELL
 AV0899'ROAD, CONTINUE AHEAD ON A DIKE (IMPASSABLE FOR CONVENTIONAL
 AV0899'TRUCK EXCEPT IN VERY DRY WEATHER) FOR 0.7 MILE TO A U.S.
 AV0899'COAST GUARD TELEPHONE LINE AND END OF TRUCK TRAVEL.  PACK
 AV0899'WEST ALONG THE TELEPHONE LINE FOR ABOUT 1.2 MILES TO THE
 AV0899'LAST POLE IN THE LINE BEFORE REACHING A SMALL BAYOU AND THE
 AV0899'STATION AS DESCRIBED.
 AV0899'
 AV0899'THE AZIMUTH MARK IS SET AT THE END OF TRUCK TRAVEL AS DESCRIBED.
 AV0899'
 AV0899'THE STATION IS A STANDARD DISK STAMPED HORN 1963, CLAMPED
 AV0899'ON THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 3 INCHES
 AV0899'FROM THE GROUND SURFACE.  IT IS 31.0 FEET EAST OF A CANAL.
 AV0899'3.5 FEET SOUTH-SOUTHWEST OF A 3 INCH DIAMETER CREOSOTE WOOD
 AV0899'WITNESS POST AND SIGN.  46.5 FEET NORTH-NORTHWEST OF A POWERLINE
 AV0899'POLE.
 AV0899'
 AV0899'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED HORN NO 1
 AV0899'1963, CLAMPED ON THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING
 AV0899'2 INCHES FROM THE GROUND SURFACE.  IT IS 46.4 FEET NORTH-NORTHEAST
 AV0899'OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 AV0899'65.0 FEET EAST OF A CANAL.  25.4 FEET NORTH OF A POWERLINE
 AV0899'POLE.
 AV0899'
 AV0899'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED HORN NO 2
 AV0899'1963, CLAMPED ON THE TOP OF A 5/8 INCH COPPER ROD, THAT
 AV0899'IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.4 FEET WEST OF
 AV0899'A POWERLINE POLE.  55.5 FEET EAST OF A CANAL.  48.0 FEET
 AV0899'SOUTH OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND
 AV0899'SIGN.
 AV0899'
 AV0899'AZIMUTH MARK IS A STANDARD DISK STAMPED HORN 1963, SET IN A
 AV0899'12X12 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AV0899'GROUND SURFACE.  IT IS 35.2 FEET SOUTH-SOUTHWEST OF A POWERLINE
 AV0899'POLE.  3.5 FEET SOUTH OF A 3 INCH DIAMETER CREOSOTE WOOD
 AV0899'WITNESS POST AND SIGN.
 AV0899'
 AV0899'HEIGHT OF LIGHT ABOVE STATION MARK 2.64 METERS.
 AV0899
 AV0899                          STATION RECOVERY (1988)
 AV0899
 AV0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2943 ***********************************************************************
 BX2943  DESIGNATION -  HORNBECK
 BX2943  PID         -  BX2943
 BX2943  STATE/COUNTY-  LA/VERNON
 BX2943  USGS QUAD   -  HORNBECK (1994)
 BX2943
 BX2943                         *CURRENT SURVEY CONTROL
 BX2943  ___________________________________________________________________
 BX2943* NAD 83(1992)-  31 18 32.09404(N)    093 24 55.32124(W)     ADJUSTED  
 BX2943* NAVD 88     -       148.4    (meters)     487.     (feet)  VERTCON   
 BX2943  ___________________________________________________________________
 BX2943  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 BX2943  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX2943
 BX2943  HORZ ORDER  -  FIRST
 BX2943
 BX2943.The horizontal coordinates were established by classical geodetic methods
 BX2943.and adjusted by the National Geodetic Survey in January 1993..
 BX2943
 BX2943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2943
 BX2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2943
 BX2943.The geoid height was determined by GEOID03.
 BX2943
 BX2943;                    North         East     Units Scale Factor Converg.
 BX2943;SPC LA N     -    90,057.645   912,865.214   MT  0.99997079   -0 29 02.2
 BX2943;SPC LA N     -   295,464.12  2,994,958.62   sFT  0.99997079   -0 29 02.2
 BX2943;UTM  15      - 3,463,912.748   460,474.791   MT  0.99961927   -0 12 57.1
 BX2943
 BX2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2943!SPC LA N     -   0.99998091  x   0.99997079  =   0.99995170
 BX2943!UTM  15      -   0.99998091  x   0.99961927  =   0.99960018
 BX2943
 BX2943|---------------------------------------------------------------------|
 BX2943| PID    Reference Object                     Distance      Geod. Az  |
 BX2943|                                                           dddmmss.s |
 BX2943| CS7299 HORNBECK RM 5                                      00812     |
 BX2943| CV7745 HORNBECK RM 3                       107.046 METERS 01351     |
 BX2943| BX2941 HORNBECK MUN TANK                   APPROX. 2.7 KM 0395751.9 |
 BX2943| CV7743 HORNBECK RM 1                        41.386 METERS 19311     |
 BX2943| BX2946 HORNBECK KCS MICROWAVE KJN 85       APPROX. 1.7 KM 2503738.1 |
 BX2943| BX2947 HORNBECK LOT                        APPROX. 1.7 KM 2543533.7 |
 BX2943| BX2957 BEAVER                              APPROX.15.3 KM 2810039.6 |
 BX2943| CV7744 HORNBECK RM 2                        49.585 METERS 30843     |
 BX2943| BX2949 FLORIEN MUN TANK                    APPROX.15.6 KM 3452513.2 |
 BX2943| CS7298 HORNBECK RM 4                                      34722     |
 BX2943|---------------------------------------------------------------------|
 BX2943
 BX2943                          SUPERSEDED SURVEY CONTROL
 BX2943
 BX2943  NAD 83(1986)-  31 18 32.10576(N)    093 24 55.31433(W) AD(       ) 1
 BX2943  NAD 27      -  31 18 31.45269(N)    093 24 54.69410(W) AD(       ) 1
 BX2943  NGVD 29 (07/19/86)  148.5    (m)          487.     (f) VERT ANG       
 BX2943
 BX2943.Superseded values are not recommended for survey control.
 BX2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2943.See file dsdata.txt to determine how the superseded data were derived.
 BX2943
 BX2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6047563913(NAD 83)
 BX2943_MARKER: DS = TRIANGULATION STATION DISK
 BX2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2943
 BX2943  HISTORY     - Date     Condition        Report By
 BX2943  HISTORY     - 1972     MONUMENTED       NGS
 BX2943  HISTORY     - 19940611 POOR             USPSQD
 BX2943  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2943
 BX2943                          STATION DESCRIPTION
 BX2943
 BX2943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2943'THE STATION IS ABOUT 9.5 MILES SOUTH-SOUTHEAST OF FLORIEN, 1.5
 BX2943'MILES SOUTHWEST OF HORNBECK AND ON LAND OWNED BY THE AMERICAN
 BX2943'TELEPHONE AND TELEGRAPH COMPANY, P. O BOX 565, DERIDDER, LOUISIANA.
 BX2943'
 BX2943'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX2943'STATE HIGHWAY 392 IN HORNBECK, GO WEST AND SOUTH ON STATE HIGHWAY
 BX2943'392 FOR 1.3 MILES TO THE JUNCTION WITH STATE HIGHWAY 473 ON THE
 BX2943'RIGHT.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 473 FOR 0.4 MILE
 BX2943'TO THE REFERENCE MARK 3 ON THE RIGHT, CONTINUE WEST ON STATE
 BX2943'HIGHWAY 473 FOR 0.05 MILE TO A DRIVEWAY LEADING TO THE AMERICAN
 BX2943'TELEPHONE AND TELEGRAPH COMPANY MICROWAVE TOWER.  TURN LEFT AND
 BX2943'GO SOUTH FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 BX2943'
 BX2943'STATION MARKS ARE STANDARD DISKS STAMPED HORNBECK 1971.  THE SURFACE
 BX2943'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2943'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 74 FEET
 BX2943'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE MICROWAVE BUILDING,
 BX2943'74 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 BX2943'BUILDING AND 48 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY.  THE
 BX2943'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2943'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2943'
 BX2943'REFERENCE MARK 1, A STANDARD DISK STAMPED HORNBECK NO 1 1971, IS SET
 BX2943'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2943'WITH THE GROUND SURFACE.  IT IS 86 FEET SOUTHWEST OF THE NORTHWEST
 BX2943'CORNER OF THE BUILDING, 37 FEET WEST-SOUTHWEST OF A POWERPOLE WITH
 BX2943'TRANSFORMERS AND 1 FOOT NORTHEAST OF A WIRE FENCE.
 BX2943'
 BX2943'REFERENCE MARK 2, A STANDARD DISK STAMPED HORNBECK NO 2 1971, IS SET
 BX2943'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2943'WITH THE GROUND SURFACE.  IT IS 106 FEET WEST-SOUTHWEST OF A GATE,
 BX2943'60 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 473 AND 1
 BX2943'FOOT SOUTHEAST OF A WIRE FENCE.
 BX2943'
 BX2943'REFERENCE MARK 3, A STANDARD DISK STAMPED HORNBECK NO 3 1971, IS SET
 BX2943'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2943'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET NORTH-NORTHWEST
 BX2943'OF THE CENTERLINE OF STATE HIGHWAY 473, 2.5 FEET EAST OF A METAL
 BX2943'WITNESS POST AND 1 FOOT SOUTH-SOUTHEAST OF A WIRE FENCE.
 BX2943'
 BX2943'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BX2943'
 BX2943'NEAREST TOWN--1.5 MILES SW OF HORNBECK.
 BX2943'
 BX2943'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 BX2943
 BX2943                          STATION RECOVERY (1994)
 BX2943
 BX2943'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2943'MARK RECOVERED IN POOR CONDITION.
 BX2943
 BX2943                          STATION RECOVERY (2001)
 BX2943
 BX2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2942 ***********************************************************************
 BX2942  DESIGNATION -  HORNBECK ATT MICROWAVE KGP 71
 BX2942  PID         -  BX2942
 BX2942  STATE/COUNTY-  LA/VERNON
 BX2942  USGS QUAD   -  HORNBECK (1994)
 BX2942
 BX2942                         *CURRENT SURVEY CONTROL
 BX2942  ___________________________________________________________________
 BX2942* NAD 83(1992)-  31 18 31.18127(N)    093 24 54.16069(W)     ADJUSTED  
 BX2942* NAVD 88     -                                                        
 BX2942  ___________________________________________________________________
 BX2942  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 BX2942  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX2942
 BX2942  HORZ ORDER  -  THIRD
 BX2942
 BX2942.The horizontal coordinates were established by classical geodetic methods
 BX2942.and adjusted by the National Geodetic Survey in January 1993..
 BX2942
 BX2942
 BX2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2942
 BX2942.The geoid height was determined by GEOID03.
 BX2942
 BX2942;                    North         East     Units Scale Factor Converg.
 BX2942;SPC LA N     -    90,029.276   912,895.663   MT  0.99997084   -0 29 01.6
 BX2942;SPC LA N     -   295,371.05  2,995,058.52   sFT  0.99997084   -0 29 01.6
 BX2942;UTM  15      - 3,463,884.532   460,505.362   MT  0.99961924   -0 12 56.4
 BX2942
 BX2942                          SUPERSEDED SURVEY CONTROL
 BX2942
 BX2942  NAD 83(1986)-  31 18 31.19334(N)    093 24 54.15210(W) AD(       ) 4
 BX2942  NAD 27      -  31 18 30.54073(N)    093 24 53.52884(W) AD(       ) 3
 BX2942
 BX2942.Superseded values are not recommended for survey control.
 BX2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2942.See file dsdata.txt to determine how the superseded data were derived.
 BX2942
 BX2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6050563885(NAD 83)
 BX2942_MARKER: 45 = MICROWAVE TOWER
 BX2942
 BX2942  HISTORY     - Date     Condition        Report By
 BX2942  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2942  HISTORY     - 19890710 GOOD             LADTD
 BX2942  HISTORY     - 19940611 GOOD             USPSQD
 BX2942  HISTORY     - 20010331 GOOD             NGS
 BX2942
 BX2942                          STATION DESCRIPTION
 BX2942
 BX2942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2942'THE HORNBECK AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE TOWER
 BX2942'KGP 71 IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF HORNBECK.  IT IS A
 BX2942'FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND WHITE,
 BX2942'WITH LARGE REFLECTOR FANS AT THE TOP AND ABOUT 1/3 WAY AND HAS AN
 BX2942'OVERALL HEIGHT OF 218 FEET.
 BX2942'
 BX2942'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY
 BX2942'392 IN HORNBECK, GO WEST AND SOUTHWEST ON HIGHWAY 392 FOR 1.3 MILES
 BX2942'TO STATE HIGHWAY 473 ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 BX2942'HIGHWAY 473 FOR 0.4 MILE TO A METAL GATE ON THE LEFT.  TURN LEFT,
 BX2942'PASS THROUGH THE GATE AND GO SOUTH FOR 0.05 MILE TO THE STATION.
 BX2942'
 BX2942'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 BX2942
 BX2942                          STATION RECOVERY (1989)
 BX2942
 BX2942'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BX2942'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF HORNBECK.
 BX2942'OWNERSHIP--AMERICAN TELEPHONE AND TELEGRAPH COMPANY. TO REACH THE
 BX2942'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 171 AND STATE HIGHWAY 392
 BX2942'IN HORNBECK, GO WEST AND SOUTHWEST FOR 1.3 MI (2.1 KM) ON HIGWAY 392
 BX2942'TO THE JUNCTION WITH STATE HIGHWAY 473.  TURN RIGHT AND GO WEST FOR
 BX2942'0.4 MI (0.6 KM) ON HIGHWAY 473 TO THE STATION ON THE LEFT. THE STATION
 BX2942'IS THE RED LIGHT AT THE TOP OF A FOUR-LEGGED STEEL STRUCTURE, PAINTED
 BX2942'ALTERNATELY RED AND WHITE, WITH LARGE REFLECTOR FANS AT THE TOP AND
 BX2942'ABOUT 1/3 WAY AND HAS AN OVERALL HEIGHT OF 218 FT.
 BX2942
 BX2942                          STATION RECOVERY (1994)
 BX2942
 BX2942'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2942'RECOVERED IN GOOD CONDITION.
 BX2942
 BX2942                          STATION RECOVERY (2001)
 BX2942
 BX2942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2942'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2946 ***********************************************************************
 BX2946  DESIGNATION -  HORNBECK KCS MICROWAVE KJN 85
 BX2946  PID         -  BX2946
 BX2946  STATE/COUNTY-  LA/SABINE
 BX2946  USGS QUAD   -  HORNBECK (1994)
 BX2946
 BX2946                         *CURRENT SURVEY CONTROL
 BX2946  ___________________________________________________________________
 BX2946* NAD 83(1992)-  31 18 13.77551(N)    093 25 55.98322(W)     ADJUSTED  
 BX2946* NAVD 88     -                                                        
 BX2946  ___________________________________________________________________
 BX2946  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 BX2946  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BX2946
 BX2946  HORZ ORDER  -  THIRD
 BX2946
 BX2946.The horizontal coordinates were established by classical geodetic methods
 BX2946.and adjusted by the National Geodetic Survey in January 1993..
 BX2946
 BX2946
 BX2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2946
 BX2946.The geoid height was determined by GEOID03.
 BX2946
 BX2946;                    North         East     Units Scale Factor Converg.
 BX2946;SPC LA N     -    89,507.171   911,256.378   MT  0.99997173   -0 29 34.3
 BX2946;SPC LA N     -   293,658.11  2,989,680.30   sFT  0.99997173   -0 29 34.3
 BX2946;UTM  15      - 3,463,354.946   458,869.114   MT  0.99962087   -0 13 28.5
 BX2946
 BX2946                          SUPERSEDED SURVEY CONTROL
 BX2946
 BX2946  NAD 83(1986)-  31 18 13.78720(N)    093 25 55.97462(W) AD(       ) 4
 BX2946  NAD 27      -  31 18 13.13271(N)    093 25 55.34988(W) AD(       ) 3
 BX2946
 BX2946.Superseded values are not recommended for survey control.
 BX2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2946.See file dsdata.txt to determine how the superseded data were derived.
 BX2946
 BX2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5886963355(NAD 83)
 BX2946_MARKER: 44 = MICROWAVE MAST
 BX2946
 BX2946  HISTORY     - Date     Condition        Report By
 BX2946  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2946
 BX2946                          STATION DESCRIPTION
 BX2946
 BX2946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2946'HORNBECK KANSAS CITY SOUTHERN RAILROAD MICROWAVE KJN 85 MAST IS
 BX2946'LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF HORNBECK.
 BX2946'
 BX2946'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY 392
 BX2946'IN HORNBECK, GO WEST AND SOUTHWEST ON HIGHWAY 392 FOR 1.3 MILES TO
 BX2946'STATE HIGHWAY 473 ON THE RIGHT.  TURN RIGHT AND GO WEST ON HIGHWAY
 BX2946'473 FOR 1.5 TO THE STATION ON THE LEFT ON THE EAST SLOPE OF A
 BX2946'HIGH HILL.
 BX2946'
 BX2946'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSSECTION, PAINTED
 BX2946'ALTERNATELY RED AND WHITE WITH A FLASHING RED LIGHT AT THE TOP.  IT
 BX2946'IS 160 FEET HIGH.
 BX2946'
 BX2946'POINT INTERSECTED WAS THE FLASHING RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2947 ***********************************************************************
 BX2947  DESIGNATION -  HORNBECK LOT
 BX2947  PID         -  BX2947
 BX2947  STATE/COUNTY-  LA/SABINE
 BX2947  USGS QUAD   -  HORNBECK (1994)
 BX2947
 BX2947                         *CURRENT SURVEY CONTROL
 BX2947  ___________________________________________________________________
 BX2947* NAD 83(1992)-  31 18 17.04981(N)    093 25 58.88221(W)     ADJUSTED  
 BX2947* NAVD 88     -                                                        
 BX2947  ___________________________________________________________________
 BX2947  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 BX2947  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX2947
 BX2947  HORZ ORDER  -  THIRD
 BX2947
 BX2947.The horizontal coordinates were established by classical geodetic methods
 BX2947.and adjusted by the National Geodetic Survey in January 1993..
 BX2947
 BX2947
 BX2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2947
 BX2947.The geoid height was determined by GEOID03.
 BX2947
 BX2947;                    North         East     Units Scale Factor Converg.
 BX2947;SPC LA N     -    89,608.668   911,180.589   MT  0.99997156   -0 29 35.8
 BX2947;SPC LA N     -   293,991.10  2,989,431.65   sFT  0.99997156   -0 29 35.8
 BX2947;UTM  15      - 3,463,456.051   458,792.877   MT  0.99962094   -0 13 30.0
 BX2947
 BX2947                          SUPERSEDED SURVEY CONTROL
 BX2947
 BX2947  NAD 83(1986)-  31 18 17.06101(N)    093 25 58.87462(W) AD(       ) 4
 BX2947  NAD 27      -  31 18 16.40725(N)    093 25 58.25109(W) AD(       ) 3
 BX2947
 BX2947.Superseded values are not recommended for survey control.
 BX2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2947.See file dsdata.txt to determine how the superseded data were derived.
 BX2947
 BX2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5879363456(NAD 83)
 BX2947_MARKER: 57 = LOOKOUT TOWER
 BX2947
 BX2947  HISTORY     - Date     Condition        Report By
 BX2947  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2947
 BX2947                          STATION DESCRIPTION
 BX2947
 BX2947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2947'HORNBECK LOOKOUT TOWER BELONGS TO THE LOUISIANA DIVISION OF
 BX2947'FORESTERY.  IT IS LOCATED 2-1/2 MILES SOUTHWEST OF HORNBECK.
 BX2947'
 BX2947'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH A CABIN
 BX2947'ON TOP AND THE OVERALL HEIGHT IS 110 FEET.
 BX2947'
 BX2947'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY 392
 BX2947'IN HORNBECK, GO WEST AND SOUTHWEST ON HIGHWAY 392 FOR 1.3 MILES TO
 BX2947'STATE HIGHWAY 473 ON THE RIGHT.  TURN RIGHT AND GO WEST ON HIGHWAY
 BX2947'473 FOR 1.55 MILE TO THE LOOKOUT TOWER ON THE LEFT ON TOP OF A
 BX2947'HIGH HILL.
 BX2947'
 BX2947'POINT INTERSECTED WAS THE TOP CENTER OF THE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2941 ***********************************************************************
 BX2941  DESIGNATION -  HORNBECK MUN TANK
 BX2941  PID         -  BX2941
 BX2941  STATE/COUNTY-  LA/VERNON
 BX2941  USGS QUAD   -  HORNBECK (1994)
 BX2941
 BX2941                         *CURRENT SURVEY CONTROL
 BX2941  ___________________________________________________________________
 BX2941* NAD 83(1992)-  31 19 38.67165(N)    093 23 50.31905(W)     ADJUSTED  
 BX2941* NAVD 88     -                                                        
 BX2941  ___________________________________________________________________
 BX2941  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 BX2941  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX2941
 BX2941  HORZ ORDER  -  THIRD
 BX2941
 BX2941.The horizontal coordinates were established by classical geodetic methods
 BX2941.and adjusted by the National Geodetic Survey in January 1993..
 BX2941
 BX2941
 BX2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2941
 BX2941.The geoid height was determined by GEOID03.
 BX2941
 BX2941;                    North         East     Units Scale Factor Converg.
 BX2941;SPC LA N     -    92,093.633   914,600.938   MT  0.99996744   -0 28 27.9
 BX2941;SPC LA N     -   302,143.86  3,000,653.24   sFT  0.99996744   -0 28 27.9
 BX2941;UTM  15      - 3,465,956.116   462,200.368   MT  0.99961762   -0 12 23.7
 BX2941
 BX2941                          SUPERSEDED SURVEY CONTROL
 BX2941
 BX2941  NAD 83(1986)-  31 19 38.68462(N)    093 23 50.31232(W) AD(       ) 4
 BX2941  NAD 27      -  31 19 38.03586(N)    093 23 49.69415(W) AD(       ) 3
 BX2941
 BX2941.Superseded values are not recommended for survey control.
 BX2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2941.See file dsdata.txt to determine how the superseded data were derived.
 BX2941
 BX2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6220065956(NAD 83)
 BX2941_MARKER: 53 = ELEVATED TANK
 BX2941
 BX2941  HISTORY     - Date     Condition        Report By
 BX2941  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2941  HISTORY     - 19940611 GOOD             USPSQD
 BX2941  HISTORY     - 20010331 GOOD             NGS
 BX2941
 BX2941                          STATION DESCRIPTION
 BX2941
 BX2941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2941'HORNBECK MUNICIPAL WATER TANK IS LOCATED 0.1 MILE NORTHEAST OF THE
 BX2941'POST OFFICE IN HORNBECK AND ON THE EAST SIDE OF U. S. HIGHWAY 171.
 BX2941'
 BX2941'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, HAS A BALL
 BX2941'SHAPED TANK THAT HAS THE LETTERS HORNBECK IN BLACK ON THE EAST
 BX2941'AND WEST SIDE AND THE OVERALL HEIGHT IS ABOUT 110 FEET.
 BX2941'
 BX2941'POINT INTERSECTED WAS THE VENT AT THE TOP CENTER OF THE TANK.
 BX2941
 BX2941                          STATION RECOVERY (1994)
 BX2941
 BX2941'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2941'RECOVERED IN GOOD CONDITION.
 BX2941
 BX2941                          STATION RECOVERY (2001)
 BX2941
 BX2941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2941'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2570 ***********************************************************************
 BX2570  DESIGNATION -  HORSEPEN
 BX2570  PID         -  BX2570
 BX2570  STATE/COUNTY-  LA/RAPIDES
 BX2570  USGS QUAD   -  BUCKEYE (1994)
 BX2570
 BX2570                         *CURRENT SURVEY CONTROL
 BX2570  ___________________________________________________________________
 BX2570* NAD 83(1992)-  31 17 03.74540(N)    092 14 42.77504(W)     ADJUSTED  
 BX2570* NAVD 88     -        30.52   (+/-2cm)     100.1    (feet)  VERTCON   
 BX2570  ___________________________________________________________________
 BX2570  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BX2570  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX2570
 BX2570  HORZ ORDER  -  FIRST
 BX2570  VERT ORDER  -  THIRD ? (See Below)
 BX2570
 BX2570.The horizontal coordinates were established by classical geodetic methods
 BX2570.and adjusted by the National Geodetic Survey in January 1993..
 BX2570
 BX2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2570.The vertical order pertains to the NGVD 29 superseded value.
 BX2570
 BX2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2570
 BX2570.The geoid height was determined by GEOID03.
 BX2570
 BX2570;                    North         East     Units Scale Factor Converg.
 BX2570;SPC LA N     -    86,997.232 1,024,259.898   MT  0.99997539   +0 08 04.9
 BX2570;SPC LA N     -   285,423.42  3,360,426.02   sFT  0.99997539   +0 08 04.9
 BX2570;UTM  15      - 3,461,364.120   571,842.571   MT  0.99966366   +0 23 31.1
 BX2570
 BX2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2570!SPC LA N     -   0.99999940  x   0.99997539  =   0.99997479
 BX2570!UTM  15      -   0.99999940  x   0.99966366  =   0.99966306
 BX2570
 BX2570|---------------------------------------------------------------------|
 BX2570| PID    Reference Object                     Distance      Geod. Az  |
 BX2570|                                                           dddmmss.s |
 BX2570| CY4704 HORSEPEN RM 1                        40.980 METERS 00919     |
 BX2570| CY4703 HORSEPEN AZ MK                                     0101112.6 |
 BX2570| CY4705 HORSEPEN RM 2                        43.227 METERS 18345     |
 BX2570| BX2602 RUBY LOT                            APPROX. 4.6 KM 2122255.7 |
 BX2570| BX2631 PINEVILLE TEX GAS CORP KKS 656      APPROX. 8.3 KM 2795727.6 |
 BX2570| BX2630 LIBUSE LOT                          APPROX.11.2 KM 3173830.1 |
 BX2570|---------------------------------------------------------------------|
 BX2570
 BX2570                          SUPERSEDED SURVEY CONTROL
 BX2570
 BX2570  NAD 83(1986)-  31 17 03.76479(N)    092 14 42.77030(W) AD(       ) 1
 BX2570  NAD 27      -  31 17 03.10358(N)    092 14 42.29987(W) AD(       ) 1
 BX2570  NGVD 29 (07/19/86)   30.50   (m)          100.1    (f) LEVELING    3  
 BX2570
 BX2570.Superseded values are not recommended for survey control.
 BX2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2570.See file dsdata.txt to determine how the superseded data were derived.
 BX2570
 BX2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7184361364(NAD 83)
 BX2570_MARKER: DS = TRIANGULATION STATION DISK
 BX2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2570
 BX2570  HISTORY     - Date     Condition        Report By
 BX2570  HISTORY     - 1969     MONUMENTED       CGS
 BX2570
 BX2570                          STATION DESCRIPTION
 BX2570
 BX2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2570'NO MEASUREMENT BETWEEN R.M. 1 AND R.M. 2 BECAUSE OF TREES
 BX2570'ON LINE.
 BX2570'
 BX2570'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF PINEVILLE,
 BX2570'7 MILES NORTHEAST OF EFFIE, 7 MILES SOUTHWEST OF DEVILLE AND
 BX2570'3/4 MILE WEST OF THE RAPIDES-AVOYELLES PARISH ON THE
 BX2570'PROPERTY OF INTERNATIONAL PAPER COMPANY.
 BX2570'
 BX2570'TO REACH THE STATION FROM THE POST OFFICE IN PINEVILLE, GO
 BX2570'SOUTHEASTERLY ON STATE HIGHWAY 107 FOR 0.35 MILE TO A STOP
 BX2570'LIGHT AND THE INTERSECTION OF MELROSE AND SHAMROCK STREET.  TURN
 BX2570'LEFT AND GO NORTHEAST FOR 0.2 MILE ON MELROSE STREET TO
 BX2570'RAILROAD TRACKS.  TURN RIGHT AND GO SOUTHERLY ON STATE
 BX2570'HIGHWAY 107 FOR 0.15 MILE TO AN OVERPASS.  TURN LEFT JUST
 BX2570'BEYOND OVERPASS AND GO NORTHEAST ON STATE HIGHWAY 107 PARALLEL
 BX2570'TO STATE HIGHWAY 28 FOR 0.35 MILE TO A FORK.  TURN RIGHT AND
 BX2570'GO EAST ON STATE HIGHWAY 107 FOR 0.15 MILE TO A
 BX2570'STOP LIGHT.  CONTINUE AHEAD SOUTHEASTERLY ON STATE HIGHWAY
 BX2570'107 FOR 5.65 MILES TO A CROSSROAD AND TEXAS GAS COMPANY ON
 BX2570'THE LEFT.  CONTINUE SOUTHEAST ON STATE HIGHWAY 107 FOR
 BX2570'1.05 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON PAVED
 BX2570'ROAD FOR 0.75 MILE TO A CROSSROAD.  CONTINUE AHEAD EAST ON
 BX2570'PAVED ROAD FOR 2.75 MILES TO WHERE THE PAVED ROAD TURNS TO
 BX2570'THE LEFT.  CONTINUE AHEAD EAST ON A GRAVELED
 BX2570'ROAD FOR 1.4 MILE TO A PIPELINE CLEARING (TURN LEFT ON A
 BX2570'DIM TRACK ROAD AND GO NORTHEAST 0.1 MILE TO WEST SIDE OF
 BX2570'CLEARING AND THE AZIMUTH MARK).  TURN RIGHT AND CONTINUE
 BX2570'AHEAD ON GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE
 BX2570'RIGHT.
 BX2570'
 BX2570'THE STATION IS A STANDARD DISK, STAMPED HORSEPEN 1969, SET
 BX2570'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2570'4 INCHES.  IT IS 1.5 FEET EAST OF A METAL WITNESS POST WITH
 BX2570'A SIGN ATTACHED, 60 FEET WEST OF THE CENTER OF A GRAVELED
 BX2570'ROAD, 46 FEET SOUTHEAST OF A 12 INCH PINE TREE, 60.5 FEET
 BX2570'NORTHEAST OF A 10 INCH PINE TREE AND 21.8 FEET EAST OF A 10
 BX2570'INCH PINE TREE.
 BX2570'
 BX2570'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HORSEPEN NO 1
 BX2570'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2570'PROJECTS 6 INCHES.  IT IS 50 FEET WEST OF THE CENTER OF THE
 BX2570'GRAVELED ROAD, 23.5 FEET NORTHEAST OF A 10 INCH PINE TREE AND
 BX2570'54.5 FEET SOUTH OF AN 8 INCH PINE TREE.
 BX2570'
 BX2570'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HORSEPEN NO 2
 BX2570'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BX2570'THAT PROJECTS 8 INCHES.  IT IS 9.5 FEET EAST OF A 12 INCH
 BX2570'PINE TREE, 57.5 FEET WEST OF THE CENTER OF THE GRAVELED
 BX2570'ROAD AND 37 FEET NORTH OF A 10 INCH PINE TREE.
 BX2570'
 BX2570'AZIMUTH MARK IS A STANDARD DISK, STAMPED HORSEPEN 1969, SET
 BX2570'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2570'4 INCHES.  IT IS 1.8 FEET SOUTH OF A METAL WITNESS POST
 BX2570'WITH A SIGN ATTACHED, 20.5 FEET EAST OF AN 8 INCH PINE TREE
 BX2570'AND NORTHEAST OF AN 8 INCH PINE TREE.
 BX2570'
 BX2570'HEIGHT OF LIGHT ABOVE STATION MARK 38.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0867 ***********************************************************************
 AV0867  DESIGNATION -  HOSS
 AV0867  PID         -  AV0867
 AV0867  STATE/COUNTY-  LA/CAMERON
 AV0867  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0867
 AV0867                         *CURRENT SURVEY CONTROL
 AV0867  ___________________________________________________________________
 AV0867* NAD 83(1992)-  29 45 08.61977(N)    093 38 58.41193(W)     ADJUSTED  
 AV0867* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 AV0867  **This station is located in a subsidence area (see below).
 AV0867  ___________________________________________________________________
 AV0867  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AV0867  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AV0867
 AV0867  HORZ ORDER  -  SECOND
 AV0867
 AV0867.The horizontal coordinates were established by classical geodetic methods
 AV0867.and adjusted by the National Geodetic Survey in January 1993..
 AV0867
 AV0867 ** The orthometric height has not been validated since last determined
 AV0867 ** by differential leveling and should not be used for control purposes.
 AV0867 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0867 ** area with valid NAVD 88 orthometric heights.
 AV0867 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0867 ** epoch indicated which incorporates improved geoid heights for the
 AV0867 ** Southern Louisiana Subsidence area.
 AV0867 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0867
 AV0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0867
 AV0867.The geoid height was determined by GEOID03.
 AV0867
 AV0867;                    North         East     Units Scale Factor Converg.
 AV0867;SPC LA S     -   141,085.240   775,993.103   MT  0.99993509   -1 09 29.3
 AV0867;SPC LA S     -   462,877.16  2,545,904.04   sFT  0.99993509   -1 09 29.3
 AV0867;UTM  15      - 3,291,525.832   437,195.924   MT  0.99964867   -0 19 20.5
 AV0867
 AV0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0867!SPC LA S     -   1.00000399  x   0.99993509  =   0.99993908
 AV0867!UTM  15      -   1.00000399  x   0.99964867  =   0.99965266
 AV0867
 AV0867:                Primary Azimuth Mark                     Grid Az
 AV0867:SPC LA S     -  HOSS AZ MK                               017 15 32.8
 AV0867:UTM  15      -  HOSS AZ MK                               016 25 24.0
 AV0867
 AV0867|---------------------------------------------------------------------|
 AV0867| PID    Reference Object                     Distance      Geod. Az  |
 AV0867|                                                           dddmmss.s |
 AV0867| CV9900 HOSS AZ MK                                         0160603.5 |
 AV0867| AV0877 JOHNSONS BAYOU MOBIL OIL MAST       APPROX. 1.4 KM 0343837.5 |
 AV0867| AV0873 JOHNSONS BAYOU CAMERON TEL MST      APPROX. 2.2 KM 0622811.1 |
 AV0867| AV0868 JOHNSONS BAYOU G AMER OIL MAST      APPROX. 2.1 KM 0732825.9 |
 AV0867| CV9901 HOSS RM 1                            12.630 METERS 09428     |
 AV0867| CV9902 HOSS RM 2                            10.627 METERS 18408     |
 AV0867|---------------------------------------------------------------------|
 AV0867
 AV0867                          SUPERSEDED SURVEY CONTROL
 AV0867
 AV0867  NAD 83(1986)-  29 45 08.64255(N)    093 38 58.39572(W) AD(       ) 2
 AV0867  NAD 27      -  29 45 07.83900(N)    093 38 57.83060(W) AD(       ) 2
 AV0867  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AV0867
 AV0867.Superseded values are not recommended for survey control.
 AV0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0867.See file dsdata.txt to determine how the superseded data were derived.
 AV0867
 AV0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3719691526(NAD 83)
 AV0867_MARKER: DS = TRIANGULATION STATION DISK
 AV0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0867
 AV0867  HISTORY     - Date     Condition        Report By
 AV0867  HISTORY     - 1963     MONUMENTED       CGS
 AV0867  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0867  HISTORY     - 20031005 MARK NOT FOUND   USPSQD
 AV0867
 AV0867                          STATION DESCRIPTION
 AV0867
 AV0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0867'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF JOHNSONS
 AV0867'BAYOU SCHOOL, ABOUT 12 MILES WEST OF HOLLY BEACH AND ABOUT 100
 AV0867'YARDS NORTH OF THE SHORE LINE.  ON PROPERTY OWNED BY THE CRAIN
 AV0867'BROTHERS, WHO LIVES IN GRAND CHENIER LOUISIANA.
 AV0867'
 AV0867'REACH THE STATION FROM THE JOHNSONS BAYOU SCHOOL, EASTERLY ON
 AV0867'HIGHWAY 82 FOR 3.1 MILES TO THE AZIMUTH MARK ON LEFT, CONTINUE
 AV0867'EASTERLY ON HIGHWAY 82 FOR 0.4 MILE TO THE MOBIL PLANT ON THE
 AV0867'LEFT, CONTINUE FOR 0.75 MILE TO A SIDE ROAD RIGHT (WEST ONE
 AV0867'OF TWO) TURN RIGHT AND GO SOUTHERLY ON A SHELL ROAD FOR 0.6
 AV0867'MILE TO THE END OF THE ROAD AT THE DOCK AND A GATE IN FENCE LINE
 AV0867'ON THE RIGHT, GO THROUGH THIS GATE AND DRIVE WESTERLY ALONG
 AV0867'THE BEACH FOR 1.45 MILES TO A NORTH-SOUTH FENCE LINE AND THE
 AV0867'STATION ABOUT 100 YARDS NORTH OF SHORE LINE AS DESCRIBED.
 AV0867'
 AV0867'STATION MARK, IS A STANDARD STATION DISK SET IN THE TOP OF A
 AV0867'12X12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 AV0867'ABOVE THE GROUND AND STAMPED HOSS 1963.  THE MARK IS 9.5 FEET
 AV0867'NORTHWEST OF A STANDARD CREOSOTE WITNESS POST, 5.6 FEET EAST
 AV0867'OF A NORTH AND SOUTH FENCE LINE, 57.8 FEET NORTH OF TELEPHONE
 AV0867'POLE NUMBER 2820 AND 12 FEET NORTHWEST OF A FENCE CORNER.
 AV0867'
 AV0867'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK SET IN THE TOP OF
 AV0867'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 AV0867'AND STAMPED HOSS NO 1 1963.  THE MARK IS 45 FEET EAST OF A NORTH
 AV0867'AND SOUTH FENCE LINE, 47.6 FEET WEST-NORTHWEST OF A STANDARD
 AV0867'CREOSOTE WITNESS POST AND 10.6 FEET NORTH OF A 6 INCH TREE.
 AV0867'
 AV0867'REFERENCE MARK 2, IS A STANDARD REFERENCE MARK DISK SET IN THE
 AV0867'TOP OF A 12 SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 AV0867'AND STAMPED HOSS NO 2 1963.  THE MARK IS 43.4 FEET SOUTH OF
 AV0867'A STANDARD CREOSOTE WITNESS POST, 2.8 FEET EAST OF A NORTH-SOUTH
 AV0867'FENCE LINE, 23 FEET NORTH OF TELEPHONE POLE NO. 2820 AND 45.6
 AV0867'FEET EAST OF FENCE CORNER.
 AV0867'
 AV0867'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 AV0867'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 AV0867'AND STAMPED HOSS 1963.  THE MARK IS 1 FOOT SOUTH OF A EAST-WEST
 AV0867'FENCE LINE, 13.1 FEET WEST OF A STANDARD CREOSOTE WITNESS POST
 AV0867'AND 59.6 FEET NORTH OF HIGHWAY 82.
 AV0867'
 AV0867'HEIGHT OF LIGHT ABOVE STATION MARK 2.60 METERS.
 AV0867
 AV0867                          STATION RECOVERY (1988)
 AV0867
 AV0867'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0867'MARK NOT FOUND.
 AV0867
 AV0867                          STATION RECOVERY (2003)
 AV0867
 AV0867'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2965 ***********************************************************************
 BX2965  DESIGNATION -  HOSS
 BX2965  PID         -  BX2965
 BX2965  STATE/COUNTY-  LA/SABINE
 BX2965  USGS QUAD   -  SALTER CREEK (1985)
 BX2965
 BX2965                         *CURRENT SURVEY CONTROL
 BX2965  ___________________________________________________________________
 BX2965* NAD 83(1992)-  31 26 37.99527(N)    093 39 37.73360(W)     ADJUSTED  
 BX2965* NAVD 88     -        70.7    (meters)     232.     (feet)  VERTCON   
 BX2965  ___________________________________________________________________
 BX2965  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 BX2965  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX2965
 BX2965  HORZ ORDER  -  SECOND
 BX2965
 BX2965.The horizontal coordinates were established by classical geodetic methods
 BX2965.and adjusted by the National Geodetic Survey in February 1996..
 BX2965
 BX2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2965
 BX2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2965
 BX2965.The geoid height was determined by GEOID03.
 BX2965
 BX2965;                    North         East     Units Scale Factor Converg.
 BX2965;SPC LA N     -   105,244.858   889,693.535   MT  0.99994871   -0 36 48.8
 BX2965;SPC LA N     -   345,290.84  2,918,936.21   sFT  0.99994871   -0 36 48.8
 BX2965;UTM  15      - 3,478,986.233   437,239.751   MT  0.99964858   -0 20 40.4
 BX2965
 BX2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2965!SPC LA N     -   0.99999314  x   0.99994871  =   0.99994185
 BX2965!UTM  15      -   0.99999314  x   0.99964858  =   0.99964173
 BX2965
 BX2965|---------------------------------------------------------------------|
 BX2965| PID    Reference Object                     Distance      Geod. Az  |
 BX2965|                                                           dddmmss.s |
 BX2965| CV7755 HOSS RM 1                            10.185 METERS 00146     |
 BX2965| CV7754 HOSS AZ MK                                         1772351.6 |
 BX2965| BX2966 HOSS LDH 1971 RM 2                   14.317 METERS 27154     |
 BX2965|---------------------------------------------------------------------|
 BX2965
 BX2965                          SUPERSEDED SURVEY CONTROL
 BX2965
 BX2965  NAD 83(1992)-  31 26 37.99740(N)    093 39 37.72998(W) AD(       ) 2
 BX2965  NAD 83(1986)-  31 26 38.00341(N)    093 39 37.72893(W) AD(       ) 2
 BX2965  NAD 27      -  31 26 37.35742(N)    093 39 37.08356(W) AD(       ) 2
 BX2965  NGVD 29 (07/19/86)   70.8    (m)          232.     (f) VERT ANG       
 BX2965
 BX2965.Superseded values are not recommended for survey control.
 BX2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2965.See file dsdata.txt to determine how the superseded data were derived.
 BX2965
 BX2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3724078986(NAD 83)
 BX2965_MARKER: DD = SURVEY DISK
 BX2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2965
 BX2965  HISTORY     - Date     Condition        Report By
 BX2965  HISTORY     - 1971     MONUMENTED       LADH
 BX2965
 BX2965                          STATION DESCRIPTION
 BX2965
 BX2965'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2965'THE STATION IS LOCATED 5 MILES SOUTHWEST OF NEGREET, 12 MILES WEST
 BX2965'OF FLORIEN AND 13 MILES SOUTH OF ZWOLLE, IN THE SOUTHEAST 1/4 OF
 BX2965'SECTION 2, T5N, R13W, AND ON THE PROPERTY OWNED BY ARTHUR HOSSLEIR,
 BX2965'ADDRESS MANY, LOUISIANA.
 BX2965'
 BX2965'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX2965'STATE HIGHWAY 6 IN MANY JUST WEST OF THE POST OFFICE, GO SOUTHWEST
 BX2965'ON STATE HIGHWAY 6 FOR 12.4 MILES TO A SIDE ROAD LEFT JUST BEFORE
 BX2965'REACHING THE JUNCTION WITH STATE HIGHWAY 475 ON THE RIGHT, TURN
 BX2965'LEFT AND GO SOUTHWEST ON A SURFACED ROAD FOR 1.5 MILES TO A FORK IN
 BX2965'THE ROAD, TAKE THE LEFT FORK ON THE SURFACED ROAD FOR 0.2 MILE TO
 BX2965'THE END OF THE SURFACED ROAD AT A CHURCH ON THE LEFT, CONTINUE ON
 BX2965'THE GRAVEL ROAD FOR 1.35 MILES TO A FORK IN THE ROAD, TAKE THE LEFT
 BX2965'FORK AND GO 0.6 MILE TO A FORK IN THE ROAD, TAKE THE RIGHT FORK AND
 BX2965'GO 0.5 MILE TO THE STATION WHICH IS SET ON THE RIGHT AND WEST OF
 BX2965'THE ROAD NEAR A FENCE CORNER.
 BX2965'
 BX2965'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ALONG
 BX2965'THE GRAVEL ROAD FOR APPROXIMATELY 0.2 MILE, THE MARK IS SET ON THE
 BX2965'LEFT AND SOUTHEAST OF THE ROAD NEAR A GUM TREE AND A CULVERT.
 BX2965'
 BX2965'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2965'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2965'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2965'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2965'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2965'STAMPED HOSS 1971.  THE MARK IS 74 FEET SOUTH-SOUTHWEST OF A 12
 BX2965'INCH PINE TREE, 60 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 56
 BX2965'FEET SOUTHWEST OF A 16 INCH BEECH TREE, 2 FEET SOUTHEAST OF A FENCE
 BX2965'CORNER, AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2965'
 BX2965'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2965'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2965'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2965'STAMPED HOSS R. M. 1 1971.  IT IS 60 FEET WEST-SOUTHWEST OF THE
 BX2965'CENTER OF A GRAVEL ROAD.  42 FEET SOUTH OF A 12 INCH PINE TREE,
 BX2965'18 FEET SOUTH OF THE CENTER OF A GATE, AND 2 FEET EAST OF A
 BX2965'FENCE.
 BX2965'
 BX2965'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2965'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2965'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2965'STAMPED HOSS R. M. 2 1971.  IT IS 40 FEET SOUTH OF THE SOUTHEAST
 BX2965'CORNER OF A HOUSE, 17 FEET SOUTHEAST OF A 10 INCH PINE TREE, 14
 BX2965'FEET SOUTH-SOUTHWEST OF A 10 INCH PINE TREE, AND 2.5 FEET SOUTH OF
 BX2965'A FENCE.
 BX2965'
 BX2965'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2965'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2965'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2965'STAMPED HOSS AZ. MK. 1971.  IT IS 50 FEET EAST OF A 12 INCH GUM
 BX2965'TREE, 45 FEET SOUTH OF THE SOUTH END OF A METAL CULVERT, 2 FEET
 BX2965'NORTHWEST OF A FENCE, AND 2 FEET NORTH OF A METAL WITNESS POST AND
 BX2965'SIGN.
 BX2965'
 BX2965'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3318 ***********************************************************************
 CQ3318  DESIGNATION -  HOSSTON BAYOU ST OIL CORP STK
 CQ3318  PID         -  CQ3318
 CQ3318  STATE/COUNTY-  LA/CADDO
 CQ3318  USGS QUAD   -  VIVIAN NORTH (1971)
 CQ3318
 CQ3318                         *CURRENT SURVEY CONTROL
 CQ3318  ___________________________________________________________________
 CQ3318* NAD 83(1992)-  32 53 04.29391(N)    093 52 40.67399(W)     ADJUSTED  
 CQ3318* NAVD 88     -                                                        
 CQ3318  ___________________________________________________________________
 CQ3318  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 CQ3318  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CQ3318
 CQ3318  HORZ ORDER  -  THIRD
 CQ3318
 CQ3318.The horizontal coordinates were established by classical geodetic methods
 CQ3318.and adjusted by the National Geodetic Survey in September 1999..
 CQ3318
 CQ3318
 CQ3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3318
 CQ3318.The geoid height was determined by GEOID03.
 CQ3318
 CQ3318;                    North         East     Units Scale Factor Converg.
 CQ3318;SPC LA N     -   265,218.098   871,053.388   MT  1.00005694   -0 43 42.7
 CQ3318;SPC LA N     -   870,136.38  2,857,780.99   sFT  1.00005694   -0 43 42.7
 CQ3318;SPC AR S     -   425,776.545   224,258.990   MT  1.00011803   -1 03 03.9
 CQ3318;SPC AR S     - 1,396,901.88    735,756.37   sFT  1.00011803   -1 03 03.9
 CQ3318;UTM  15      - 3,638,827.256   417,876.168   MT  0.99968316   -0 28 36.2
 CQ3318
 CQ3318                          SUPERSEDED SURVEY CONTROL
 CQ3318
 CQ3318  NAD 83(1992)-  32 53 04.29794(N)    093 52 40.67028(W) AD(       ) 4
 CQ3318  NAD 83(1992)-  32 53 04.29971(N)    093 52 40.66710(W) AD(       ) 4
 CQ3318  NAD 83(1986)-  32 53 04.30459(N)    093 52 40.66360(W) AD(       ) 4
 CQ3318  NAD 27      -  32 53 03.80900(N)    093 52 40.01700(W) AD(       ) 3
 CQ3318
 CQ3318.Superseded values are not recommended for survey control.
 CQ3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3318.See file dsdata.txt to determine how the superseded data were derived.
 CQ3318
 CQ3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1787638827(NAD 83)
 CQ3318_MARKER: 63 = STACK
 CQ3318
 CQ3318  HISTORY     - Date     Condition        Report By
 CQ3318  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3318  HISTORY     - 19941029 GOOD             USPSQD
 CQ3318  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ3318
 CQ3318                          STATION DESCRIPTION
 CQ3318
 CQ3318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3318'THE STATION IS LOCATED AT SOUTH EDGE OF THE VILLAGE OF HOSSTON,
 CQ3318'200 FEET EAST OF U.S. HIGHWAY 71.
 CQ3318'
 CQ3318'IT IS THE LARGER METAL STACK (PAINTED BLACK) OF THREE AND
 CQ3318'ITS HEIGHT IS 110 FEET.
 CQ3318'
 CQ3318'THE CENTER AND THE TOP OF THE STACK WAS OBSERVED.
 CQ3318
 CQ3318                          STATION RECOVERY (1994)
 CQ3318
 CQ3318'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3318'RECOVERED IN GOOD CONDITION.
 CQ3318
 CQ3318                          STATION RECOVERY (2000)
 CQ3318
 CQ3318'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ3318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3161 ***********************************************************************
 AU3161  DESIGNATION -  HOUMA
 AU3161  PID         -  AU3161
 AU3161  STATE/COUNTY-  LA/TERREBONNE
 AU3161  USGS QUAD   -  HOUMA (1980)
 AU3161
 AU3161                         *CURRENT SURVEY CONTROL
 AU3161  ___________________________________________________________________
 AU3161* NAD 83(1992)-  29 35 50.38962(N)    090 43 49.05056(W)     ADJUSTED  
 AU3161* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU3161  **This station is located in a subsidence area (see below).
 AU3161  ___________________________________________________________________
 AU3161  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3161  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AU3161
 AU3161  HORZ ORDER  -  FIRST
 AU3161
 AU3161.The horizontal coordinates were established by classical geodetic methods
 AU3161.and adjusted by the National Geodetic Survey in January 1993..
 AU3161
 AU3161 ** The orthometric height has not been validated since last determined
 AU3161 ** by differential leveling and should not be used for control purposes.
 AU3161 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3161 ** area with valid NAVD 88 orthometric heights.
 AU3161 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3161 ** epoch indicated which incorporates improved geoid heights for the
 AU3161 ** Southern Louisiana Subsidence area.
 AU3161 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3161.The orthometric height was scaled from a topographic map.
 AU3161
 AU3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3161
 AU3161.The geoid height was determined by GEOID03.
 AU3161
 AU3161;                    North         East     Units Scale Factor Converg.
 AU3161;SPC LA S     -   121,787.530 1,058,415.528   MT  0.99995038   +0 18 05.5
 AU3161;SPC LA S     -   399,564.59  3,472,484.94   sFT  0.99995038   +0 18 05.5
 AU3161;UTM  15      - 3,276,318.770   719,816.113   MT  1.00019623   +1 07 17.3
 AU3161
 AU3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3161!SPC LA S     -   1.00000352  x   0.99995038  =   0.99995390
 AU3161!UTM  15      -   1.00000352  x   1.00019623  =   1.00019975
 AU3161
 AU3161|---------------------------------------------------------------------|
 AU3161| PID    Reference Object                     Distance      Geod. Az  |
 AU3161|                                                           dddmmss.s |
 AU3161| AU1438 HOUMA RM 1                           39.390 METERS 05117     |
 AU3161| AU3168 HOUMA DUPONT MERCANTILE CO TK       APPROX. 1.1 KM 0880908.4 |
 AU3161| AU3159 HOUMA DUPONT WHOLESALE CO TANK      325.474 METERS 09007     |
 AU3161| AU3169 HOUMA COURTHOUSE TIP FLAGPOLE       APPROX. 0.8 KM 0951228.6 |
 AU3161| AU3167 COLE PLANTATION TALL OF 3 STKS      APPROX. 7.0 KM 1054313.3 |
 AU3161| AU3163 ASHLAND SUGAR MILL FLAT TOP TK      APPROX. 9.1 KM 1425317.9 |
 AU3161| DD7223 HOUMA AZ MK                                        2452546.7 |
 AU3161| DD7224 HOUMA RM 2                           40.690 METERS 28615     |
 AU3161|---------------------------------------------------------------------|
 AU3161
 AU3161                          SUPERSEDED SURVEY CONTROL
 AU3161
 AU3161  NAD 83(1986)-  29 35 50.41230(N)    090 43 49.05103(W) AD(       ) 1
 AU3161  NAD 27      -  29 35 49.64246(N)    090 43 48.72522(W) AD(       ) 1
 AU3161
 AU3161.Superseded values are not recommended for survey control.
 AU3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3161.See file dsdata.txt to determine how the superseded data were derived.
 AU3161
 AU3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1981676319(NAD 83)
 AU3161_MARKER: DS = TRIANGULATION STATION DISK
 AU3161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3161
 AU3161  HISTORY     - Date     Condition        Report By
 AU3161  HISTORY     - 1934     MONUMENTED       CGS
 AU3161  HISTORY     - 1938     SEE DESCRIPTION  LAGS
 AU3161  HISTORY     - 1941     GOOD             CGS
 AU3161  HISTORY     - 1948     GOOD             CGS
 AU3161  HISTORY     - 1960     GOOD             VITRO
 AU3161  HISTORY     - 1962     POOR             USGS
 AU3161
 AU3161                          STATION DESCRIPTION
 AU3161
 AU3161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3161'IN THE W PART OF HOUMA, ON THE S SIDE OF MAIN STREET (ROUTE 69),
 AU3161'ON LAND OWNED BY THE HOME LUMBER COMPANY, 54 FEET SW OF THE
 AU3161'HOME LUMBER COMPANY WATER TANK, 40 FEET E OF THE CENTER LINE OF
 AU3161'A ROAD LEADING FROM THE HIGHWAY TO THE LUMBER COMPANY MILL, 130
 AU3161'FEET S OF THE CENTER LINE OF MAIN STREET AND 5 METERS (16 FEET)
 AU3161'N OF A WOOD FENCE.
 AU3161'
 AU3161'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 AU3161'
 AU3161'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3161'IS IN THE CORNER OF A LOT, 9 METERS
 AU3161'(30 FEET) S OF THE CENTER LINE OF MAIN STREET, 7 METERS E OF
 AU3161'THE CENTER LINE OF MORGAN STREET, AND 39.390 METERS (129.23
 AU3161'FEET) FROM THE STATION N 51 DEG 17 MIN E.
 AU3161'
 AU3161'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3161'IS BACK OF AN OLD SAW-MILL, JUST N OF A
 AU3161'WOOD FENCE, AND 40.690 METERS (133.50 FEET) FROM THE STATION
 AU3161'N 73 DEG 45 MIN W.
 AU3161'
 AU3161'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3161'IS IN THE W EDGE OF THE HOME LUMBER
 AU3161'COMPANY PROPERTY, 30 FEET E OF A WOOD FENCE, AND ABOUT 300 YARDS
 AU3161'FROM THE STATION S 65 DEG 26 MIN W.
 AU3161
 AU3161                          STATION RECOVERY (1938)
 AU3161
 AU3161'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1938
 AU3161'THIS MONUMENT WAS FOUND DESTROYED.
 AU3161
 AU3161                          STATION RECOVERY (1941)
 AU3161
 AU3161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LEG)
 AU3161'RECOVERED AS DESCRIBED.
 AU3161
 AU3161                          STATION RECOVERY (1948)
 AU3161
 AU3161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3161'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  TWO
 AU3161'NEW REFERENCE MARKS, 3 AND 4, WERE ESTABLISHED ON MAY 18, 1948.
 AU3161'NEW DESCRIPTION FOLLOWS--
 AU3161'
 AU3161'STATION IS IN HOUMA, ABOUT 0.45 MILE W ALONG MAIN STREET
 AU3161'(STATE HIGHWAY 69) FROM THE POST OFFICE AT THE INTERSECTION OF MAIN
 AU3161'AND MORGAN STREETS, 133 FEET S OF THE CENTER LINE OF MAIN STREET,
 AU3161'104 FEET W OF THE CENTER LINE OF MORGAN STREET, 47 FEET E OF THE
 AU3161'CENTER LINE OF A SHELL ROAD LEADING TO AN ABANDONED SAWMILL,
 AU3161'AND IN A SMALL GARDEN PLOT DIRECTLY ACROSS THE ROAD FROM A BAR
 AU3161'AND CAFE.
 AU3161'
 AU3161'STATION MARK IS A BRONZE STATION DISK, STAMPED HOUMA 1934,
 AU3161'AND SET IN CONCRETE ABOUT FLUSH WITH THE GROUND.  UNDERGROUND
 AU3161'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 AU3161'
 AU3161'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 AU3161'IT IS STAMPED HOUMA 1934 NO 1.  IT IS 30 FEET S OF THE CENTER
 AU3161'LINE OF MAIN STREET, 23 FEET E OF THE CENTER LINE OF MORGAN
 AU3161'STREET, 129.23 FEET (39.390 METERS) FROM THE STATION N 51 DEG 17 MIN
 AU3161'E.
 AU3161'
 AU3161'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 AU3161'IT IS STAMPED HOUMA 1934 NO 3.  IT IS 36 FEET S OF THE CENTER
 AU3161'LINE OF MAIN STREET, 24.4 FEET W OF THE CENTER LINE OF THE SHELL
 AU3161'ROAD, 11 FEET S OF A POWER LINE POLE, AND 111.30 FEET FROM THE
 AU3161'STATION N 16 DEG 30 MIN W.
 AU3161'
 AU3161'REFERENCE MARK 4 IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 AU3161'IT IS STAMPED HOUMA 1934 NO 4.  IT IS 24 FEET W OF THE CENTER
 AU3161'LINE OF MORGAN STREET, 5 FEET S OF SE FOOTING FOR A WATER TANK
 AU3161'(TANK REMOVED), AND 79.52 FEET FROM THE STATION S 81 DEG E.
 AU3161'
 AU3161'THE DISTANCE FROM REFERENCE MARK 3 TO REFERENCE MARK 4 IS 166.75
 AU3161'FEET.
 AU3161
 AU3161                          STATION RECOVERY (1960)
 AU3161
 AU3161'RECOVERY NOTE BY VITRO CORPORATION 1960
 AU3161'STATION SURFACE MARK WAS DESTROYED.  THE UNDERGROUND MARK WAS
 AU3161'RECOVERED IN GOOD CONDITION.
 AU3161'
 AU3161'R.M. 1 WAS RECOVERED IN GOOD CONDITION.  R.M. 3 AND R.M. 4
 AU3161'AND THE AZIMTUH MARK WERE FOUND DESTROYED.
 AU3161
 AU3161                          STATION RECOVERY (1962)
 AU3161
 AU3161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AU3161'THE STATION WAS FOUND DISTURBED AND IS LAYING AT AN ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3262 ***********************************************************************
 AU3262  DESIGNATION -  HOUMA
 AU3262  PID         -  AU3262
 AU3262  STATE/COUNTY-  LA/TERREBONNE
 AU3262  USGS QUAD   -  HOUMA (1980)
 AU3262
 AU3262                         *CURRENT SURVEY CONTROL
 AU3262  ___________________________________________________________________
 AU3262* NAD 83(1992)-  29 35 49.66265(N)    090 42 39.11331(W)     ADJUSTED  
 AU3262* NAVD 88     -         1.8  **(meters)       6.   **(feet)  VERTCON   
 AU3262  **This station is located in a subsidence area (see below).
 AU3262  ___________________________________________________________________
 AU3262  X           -     -68,862.023 (meters)                     COMP
 AU3262  Y           -  -5,550,001.627 (meters)                     COMP
 AU3262  Z           -   3,131,608.936 (meters)                     COMP
 AU3262  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3262  ELLIP HEIGHT-         -23.73  (meters)          (07/18/02) GPS OBS
 AU3262  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AU3262
 AU3262  HORZ ORDER  -  FIRST
 AU3262  ELLP ORDER  -  FOURTH    CLASS II
 AU3262
 AU3262.The horizontal coordinates were established by GPS observations
 AU3262.and adjusted by the National Geodetic Survey in January 1993..
 AU3262
 AU3262 ** The orthometric height has not been validated since last determined
 AU3262 ** by differential leveling and should not be used for control purposes.
 AU3262 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3262 ** area with valid NAVD 88 orthometric heights.
 AU3262 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3262 ** epoch indicated which incorporates improved geoid heights for the
 AU3262 ** Southern Louisiana Subsidence area.
 AU3262 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3262
 AU3262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3262
 AU3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3262
 AU3262.The ellipsoidal height was determined by GPS observations
 AU3262.and is referenced to NAD 83.
 AU3262
 AU3262.The geoid height was determined by GEOID03.
 AU3262
 AU3262;                    North         East     Units Scale Factor Converg.
 AU3262;SPC LA S     -   121,775.211 1,060,297.491   MT  0.99995041   +0 18 40.5
 AU3262;SPC LA S     -   399,524.17  3,478,659.35   sFT  0.99995041   +0 18 40.5
 AU3262;UTM  15      - 3,276,333.385   721,698.532   MT  1.00020649   +1 07 51.8
 AU3262
 AU3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3262!SPC LA S     -   1.00000373  x   0.99995041  =   0.99995414
 AU3262!UTM  15      -   1.00000373  x   1.00020649  =   1.00021022
 AU3262
 AU3262                          SUPERSEDED SURVEY CONTROL
 AU3262
 AU3262  ELLIP H (01/21/93)  -23.75   (m)                       GP(       ) 4 2
 AU3262  NAD 83(1986)-  29 35 49.68245(N)    090 42 39.11611(W) AD(       ) 1
 AU3262  NAD 83(1986)-  29 35 49.68277(N)    090 42 39.11334(W) AD(       ) 1
 AU3262  NAD 83(1986)-  29 35 49.68541(N)    090 42 39.12019(W) AD(       ) 1
 AU3262  NAD 27      -  29 35 48.90989(N)    090 42 38.79548(W) AD(       ) 1
 AU3262  NGVD 29 (02/23/90)    2.0    (m)            7.     (f) GPS OBS        
 AU3262
 AU3262.Superseded values are not recommended for survey control.
 AU3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3262.See file dsdata.txt to determine how the superseded data were derived.
 AU3262
 AU3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2169976333(NAD 83)
 AU3262_MARKER: I = METAL ROD
 AU3262_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3262_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3262_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3262+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1989
 AU3262
 AU3262  HISTORY     - Date     Condition        Report By
 AU3262  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3262  HISTORY     - 1987     GOOD             LADTD
 AU3262  HISTORY     - 19890118 GOOD
 AU3262
 AU3262                          STATION DESCRIPTION
 AU3262
 AU3262'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3262'STATION IS IN THE TOWN OF HOUMA LOUISIANA, IN A EMPTY LOT ON THE WEST
 AU3262'SIDE OF THE INTERCOASTAL WATERWAY.  SOUTH OF MAIN STREET, AND EAST OF
 AU3262'DUNN STREET.  THE STATION IS A STEEL ROD DRIVEN IN THE GROUND, IT IS
 AU3262'9/16 INCHES IN DIAMETER THE HOUSE ACROSS THE STREET IS NUMBERED 244
 AU3262'DUNN.
 AU3262'
 AU3262'THE STATION IS LOCATED IN HOUMA, IT IS 247.4 FEET EAST OF THE
 AU3262'CENTERLINE OF DUNN STREET, 411.2 FEET SOUTH OF THE TIDE GAUGE, 447.6
 AU3262'FEET SOUTH OF CENTERLINE OF MAIN STREET, LAND 13.7 FEET WEST OF A
 AU3262'BULKHEAD.
 AU3262
 AU3262                          STATION RECOVERY (1987)
 AU3262
 AU3262'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU3262'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AU3262'THE MARK IS ACROSS FROM HOUSE NUMBER 244 ON DUNN STREET, 4.5 METERS
 AU3262'(14.9 FT) WEST OF THE WATERS EDGE, AND 4.8 METERS (15.7 FT)
 AU3262'SOUTHWEST OF THE SOUTH END OF SOME WOOD PILINGS.  THE MARK IS A
 AU3262'STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND ACCESSED THROUGH A
 AU3262'STANDARD NOS LOGO CAP STAMPED---L 25 1986---.
 AU3262
 AU3262                          STATION RECOVERY (1989)
 AU3262
 AU3262'RECOVERED 1989
 AU3262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5315 ***********************************************************************
 DG5315  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DG5315  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5315  DESIGNATION -  HOUMA CORS ARP
 DG5315  CORS_ID     -  HOUM
 DG5315  PID         -  DG5315
 DG5315  STATE/COUNTY-  LA/TERREBONNE
 DG5315  USGS QUAD   -  HOUMA (1980)
 DG5315
 DG5315                         *CURRENT SURVEY CONTROL
 DG5315  ___________________________________________________________________
 DG5315* NAD 83(CORS)-  29 35 32.10988(N)    090 43 24.98886(W)     ADJUSTED  
 DG5315* NAVD 88     -        13.96 **(meters)      45.8  **(feet)  GPS OBS(2004.65)
 DG5315  **This station is located in a subsidence area (see below).
 DG5315  ___________________________________________________________________
 DG5315  EPOCH DATE  -        2002.00
 DG5315  X           -     -70,099.910 (meters)                     COMP
 DG5315  Y           -  -5,550,263.853 (meters)                     COMP
 DG5315  Z           -   3,131,145.116 (meters)                     COMP
 DG5315  ELLIP HEIGHT-         -11.32  (meters)          (04/??/04) GPS OBS
 DG5315  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 DG5315
 DG5315  HORZ ORDER  -  SPECIAL (CORS)
 DG5315  ELLP ORDER  -  SPECIAL (CORS)
 DG5315
 DG5315.ITRF positions are available for this station.
 DG5315.The coordinates were established by GPS observations
 DG5315.and adjusted by the National Geodetic Survey in April 2004..
 DG5315.The coordinates are valid at the epoch date displayed above.
 DG5315.The epoch date for horizontal control is a decimal equivalence
 DG5315.of Year/Month/Day.
 DG5315
 DG5315 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DG5315 ** and geoid heights are valid at the date of observation. These heights
 DG5315 ** must always be validated when used as control.
 DG5315 ** The orthometric height was determined by GPS observations using
 DG5315 ** precise GPS observation and processing techniques and a new
 DG5315 ** realization of GEOID03. It supersedes the leveled height previously
 DG5315 ** determined for this station.
 DG5315 ** The geoid height was determined by a new realization of GEOID03 for the
 DG5315 ** epoch indicated which incorporates improved geoid heights for the
 DG5315 ** Southern Louisiana Subsidence area.
 DG5315 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DG5315.The orthometric height was determined by GPS observations and a
 DG5315.high-resolution geoid model using precise GPS observation and
 DG5315.processing techniques.
 DG5315
 DG5315.The PID for the CORS L1 Phase Center is DG5316.
 DG5315
 DG5315.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5315
 DG5315.The ellipsoidal height was determined by GPS observations
 DG5315.and is referenced to NAD 83.
 DG5315
 DG5315.The geoid height was determined by GEOID03.
 DG5315
 DG5315;                    North         East     Units Scale Factor Converg.
 DG5315;SPC LA S     -   121,228.150 1,059,065.965   MT  0.99995101   +0 18 17.5
 DG5315;SPC LA S     -   397,729.36  3,474,618.92   sFT  0.99995101   +0 18 17.5
 DG5315
 DG5315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5315!SPC LA S     -   1.00000178  x   0.99995101  =   0.99995279
 DG5315
 DG5315                          SUPERSEDED SURVEY CONTROL
 DG5315
 DG5315.No superseded survey control is available for this station.
 DG5315
 DG5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2047575769(NAD 83)
 DG5315_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5315
 DG5315                          STATION DESCRIPTION
 DG5315
 DG5315'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5315'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5315'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5315'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5315'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5315'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5316 ***********************************************************************
 DG5316  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5316  DESIGNATION -  HOUMA CORS L1 PHASE CENTER
 DG5316  CORS_ID     -  HOUM
 DG5316  PID         -  DG5316
 DG5316  STATE/COUNTY-  LA/TERREBONNE
 DG5316  USGS QUAD   -  HOUMA (1980)
 DG5316
 DG5316                         *CURRENT SURVEY CONTROL
 DG5316  ___________________________________________________________________
 DG5316* NAD 83(CORS)-  29 35 32.10990(N)    090 43 24.98885(W)     ADJUSTED  
 DG5316* NAVD 88     -                                                        
 DG5316  **This station is located in a subsidence area (see below).
 DG5316  ___________________________________________________________________
 DG5316  EPOCH DATE  -        2002.00
 DG5316  X           -     -70,099.910 (meters)                     COMP
 DG5316  Y           -  -5,550,263.949 (meters)                     COMP
 DG5316  Z           -   3,131,145.171 (meters)                     COMP
 DG5316  ELLIP HEIGHT-         -11.21  (meters)          (04/??/04) GPS OBS
 DG5316  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 DG5316
 DG5316  HORZ ORDER  -  SPECIAL (CORS)
 DG5316  ELLP ORDER  -  SPECIAL (CORS)
 DG5316
 DG5316.ITRF positions are available for this station.
 DG5316.The coordinates were established by GPS observations
 DG5316.and adjusted by the National Geodetic Survey in April 2004..
 DG5316.The coordinates are valid at the epoch date displayed above.
 DG5316.The epoch date for horizontal control is a decimal equivalence
 DG5316.of Year/Month/Day.
 DG5316
 DG5316 ** The orthometric height has not been validated since last determined
 DG5316 ** by differential leveling and should not be used for control purposes.
 DG5316 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DG5316 ** area with valid NAVD 88 orthometric heights.
 DG5316 ** The geoid height was determined by a new realization of GEOID03 for the
 DG5316 ** epoch indicated which incorporates improved geoid heights for the
 DG5316 ** Southern Louisiana Subsidence area.
 DG5316 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DG5316
 DG5316.The PID for the CORS ARP is DG5315.
 DG5316
 DG5316.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5316
 DG5316.The ellipsoidal height was determined by GPS observations
 DG5316.and is referenced to NAD 83.
 DG5316
 DG5316.The geoid height was determined by GEOID03.
 DG5316
 DG5316;                    North         East     Units Scale Factor Converg.
 DG5316;SPC LA S     -   121,228.151 1,059,065.965   MT  0.99995101   +0 18 17.5
 DG5316;SPC LA S     -   397,729.36  3,474,618.92   sFT  0.99995101   +0 18 17.5
 DG5316
 DG5316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5316!SPC LA S     -   1.00000176  x   0.99995101  =   0.99995277
 DG5316
 DG5316                          SUPERSEDED SURVEY CONTROL
 DG5316
 DG5316.No superseded survey control is available for this station.
 DG5316
 DG5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2047575769(NAD 83)
 DG5316_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5316
 DG5316                          STATION DESCRIPTION
 DG5316
 DG5316'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5316'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5316'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5316'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5316'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5316'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3159 ***********************************************************************
 AU3159  DESIGNATION -  HOUMA DUPONT WHOLESALE CO TANK
 AU3159  PID         -  AU3159
 AU3159  STATE/COUNTY-  LA/TERREBONNE
 AU3159  USGS QUAD   -  HOUMA (1980)
 AU3159
 AU3159                         *CURRENT SURVEY CONTROL
 AU3159  ___________________________________________________________________
 AU3159* NAD 83(1992)-  29 35 50.36794(N)    090 43 36.95535(W)     ADJUSTED  
 AU3159* NAVD 88     -                                                        
 AU3159  **This station is located in a subsidence area (see below).
 AU3159  ___________________________________________________________________
 AU3159  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3159  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AU3159
 AU3159  HORZ ORDER  -  THIRD
 AU3159
 AU3159.The horizontal coordinates were established by classical geodetic methods
 AU3159.and adjusted by the National Geodetic Survey in January 1993..
 AU3159
 AU3159 ** The orthometric height has not been validated since last determined
 AU3159 ** by differential leveling and should not be used for control purposes.
 AU3159 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3159 ** area with valid NAVD 88 orthometric heights.
 AU3159 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3159 ** epoch indicated which incorporates improved geoid heights for the
 AU3159 ** Southern Louisiana Subsidence area.
 AU3159 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3159
 AU3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3159
 AU3159.The geoid height was determined by GEOID03.
 AU3159
 AU3159;                    North         East     Units Scale Factor Converg.
 AU3159;SPC LA S     -   121,788.580 1,058,740.985   MT  0.99995038   +0 18 11.6
 AU3159;SPC LA S     -   399,568.03  3,473,552.71   sFT  0.99995038   +0 18 11.6
 AU3159;UTM  15      - 3,276,324.479   720,141.601   MT  1.00019800   +1 07 23.2
 AU3159
 AU3159                          SUPERSEDED SURVEY CONTROL
 AU3159
 AU3159  NAD 83(1986)-  29 35 50.39051(N)    090 43 36.95517(W) AD(       ) 4
 AU3159  NAD 27      -  29 35 49.62035(N)    090 43 36.62730(W) AD(       ) 3
 AU3159
 AU3159.Superseded values are not recommended for survey control.
 AU3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3159.See file dsdata.txt to determine how the superseded data were derived.
 AU3159
 AU3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2014276324(NAD 83)
 AU3159_MARKER: 51 = TANK
 AU3159
 AU3159  HISTORY     - Date     Condition        Report By
 AU3159  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3159  HISTORY     - 1948     GOOD             CGS
 AU3159
 AU3159                          STATION DESCRIPTION
 AU3159
 AU3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3159'STATION RECOVERED.  STATION IS THE FINIAL OF AN ELEVATED,
 AU3159'ALUMINUM-COLORED, STEEL TANK OF BUILDING OF THE DUPONT WHOLESALE
 AU3159'COMPANY AT 300 WEST MAIN STREET, HOUMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3448 ***********************************************************************
 AU3448  DESIGNATION -  HOUMA NAV CANAL P+L MK LT A
 AU3448  PID         -  AU3448
 AU3448  STATE/COUNTY-  LA/TERREBONNE
 AU3448  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3448
 AU3448                         *CURRENT SURVEY CONTROL
 AU3448  ___________________________________________________________________
 AU3448* NAD 83(1992)-  29 10 38.28969(N)    090 36 20.06555(W)     ADJUSTED  
 AU3448* NAVD 88     -         4.0  **(meters)      13.   **(feet)  VERTCON   
 AU3448  **This station is located in a subsidence area (see below).
 AU3448  ___________________________________________________________________
 AU3448  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AU3448  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AU3448
 AU3448  HORZ ORDER  -  THIRD
 AU3448
 AU3448.The horizontal coordinates were established by classical geodetic methods
 AU3448.and adjusted by the National Geodetic Survey in January 1993..
 AU3448
 AU3448 ** The orthometric height has not been validated since last determined
 AU3448 ** by differential leveling and should not be used for control purposes.
 AU3448 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3448 ** area with valid NAVD 88 orthometric heights.
 AU3448 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3448 ** epoch indicated which incorporates improved geoid heights for the
 AU3448 ** Southern Louisiana Subsidence area.
 AU3448 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3448
 AU3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3448
 AU3448.The geoid height was determined by GEOID03.
 AU3448
 AU3448;                    North         East     Units Scale Factor Converg.
 AU3448;SPC LA S     -    75,302.532 1,070,792.269   MT  1.00002824   +0 21 50.0
 AU3448;SPC LA S     -   247,055.06  3,513,090.97   sFT  1.00002824   +0 21 50.0
 AU3448;UTM  15      - 3,230,002.399   732,853.668   MT  1.00026912   +1 10 04.2
 AU3448
 AU3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3448!SPC LA S     -   1.00000318  x   1.00002824  =   1.00003142
 AU3448!UTM  15      -   1.00000318  x   1.00026912  =   1.00027230
 AU3448
 AU3448                          SUPERSEDED SURVEY CONTROL
 AU3448
 AU3448  NAD 83(1986)-  29 10 38.30628(N)    090 36 20.07782(W) AD(       ) 4
 AU3448  NGVD 29 (08/28/92)    4.0    (m)           13.     (f) VERT ANG       
 AU3448
 AU3448.Superseded values are not recommended for survey control.
 AU3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3448.See file dsdata.txt to determine how the superseded data were derived.
 AU3448
 AU3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3285430002(NAD 83)
 AU3448_MARKER: 14 = NAVIGATION LIGHT
 AU3448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3448
 AU3448  HISTORY     - Date     Condition        Report By
 AU3448  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3448
 AU3448                          STATION DESCRIPTION
 AU3448
 AU3448'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3448'ABOUT 9.35 KM (5.81 MI) SOUTH-SOUTHEAST OF COCODRIE, 4.83 KM (3.0 MI)
 AU3448'SOUTH-SOUTHWEST OF LAKE LAGRAISSE, 4.02 KM (2.5 MI) SOUTH OF BAY
 AU3448'CHALAND ON THE EAST SIDE OF THE HOUMA NAVIGATIONAL CANAL IN THE
 AU3448'TERREBONNE BAY.  STATION IS THE CENTER OF A RED FLASH 4 SECOND HORIZON
 AU3448'LIGHT SITTING ATOP OF ABOUT A 4 FOOT METAL STRUCTURE WHICH IS MOUNTED
 AU3448'ON A 4 LEGGED WOOD STRUCTURE.  LIGHT IS LISTED AS BEING 14 FEET ABOVE
 AU3448'WATER.  LIGHT IS LISTED IN THE LATEST USCG LIGHT LIST A NUMBER 3668.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3449 ***********************************************************************
 AU3449  DESIGNATION -  HOUMA NAV CANAL P+L MK LT B
 AU3449  PID         -  AU3449
 AU3449  STATE/COUNTY-  LA/TERREBONNE
 AU3449  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3449
 AU3449                         *CURRENT SURVEY CONTROL
 AU3449  ___________________________________________________________________
 AU3449* NAD 83(1992)-  29 10 36.35666(N)    090 36 25.21335(W)     ADJUSTED  
 AU3449* NAVD 88     -         4.0  **(meters)      13.   **(feet)  VERTCON   
 AU3449  **This station is located in a subsidence area (see below).
 AU3449  ___________________________________________________________________
 AU3449  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AU3449  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AU3449
 AU3449  HORZ ORDER  -  THIRD
 AU3449
 AU3449.The horizontal coordinates were established by classical geodetic methods
 AU3449.and adjusted by the National Geodetic Survey in January 1993..
 AU3449
 AU3449 ** The orthometric height has not been validated since last determined
 AU3449 ** by differential leveling and should not be used for control purposes.
 AU3449 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3449 ** area with valid NAVD 88 orthometric heights.
 AU3449 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3449 ** epoch indicated which incorporates improved geoid heights for the
 AU3449 ** Southern Louisiana Subsidence area.
 AU3449 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3449
 AU3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3449
 AU3449.The geoid height was determined by GEOID03.
 AU3449
 AU3449;                    North         East     Units Scale Factor Converg.
 AU3449;SPC LA S     -    75,242.134 1,070,653.551   MT  1.00002837   +0 21 47.4
 AU3449;SPC LA S     -   246,856.90  3,512,635.86   sFT  1.00002837   +0 21 47.4
 AU3449;UTM  15      - 3,229,940.045   732,715.778   MT  1.00026833   +1 10 01.6
 AU3449
 AU3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3449!SPC LA S     -   1.00000319  x   1.00002837  =   1.00003156
 AU3449!UTM  15      -   1.00000319  x   1.00026833  =   1.00027152
 AU3449
 AU3449                          SUPERSEDED SURVEY CONTROL
 AU3449
 AU3449  NAD 83(1986)-  29 10 36.37327(N)    090 36 25.22564(W) AD(       ) 4
 AU3449  NGVD 29 (08/28/92)    3.9    (m)           13.     (f) VERT ANG       
 AU3449
 AU3449.Superseded values are not recommended for survey control.
 AU3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3449.See file dsdata.txt to determine how the superseded data were derived.
 AU3449
 AU3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3271629940(NAD 83)
 AU3449_MARKER: 14 = NAVIGATION LIGHT
 AU3449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3449
 AU3449  HISTORY     - Date     Condition        Report By
 AU3449  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3449
 AU3449                          STATION DESCRIPTION
 AU3449
 AU3449'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3449'ABOUT 9.55 KM (5.81 MI) SOUTH-SOUTHEAST OF COCODRIE, 4.83 KM (3.0 MI)
 AU3449'SOUTH-SOUTHWEST OF LAKE LAGRAISSE, 4.02 KM (2.5 MI) SOUTH OF BAY
 AU3449'CHALAND ON THE WEST SIDE OF THE HOUMA NAVIGATIONAL CANAL IN THE
 AU3449'TERREBONNE BAY.  STATION IS THE CENTER OF A 4 SECOND FLASH WHITE
 AU3449'HORIZON LIGHT SITTING ON TOP OF ABOUT A 4 FOOT METAL STRUCTURE WHICH
 AU3449'IS MOUNTED ON 3 LEGGED WOOD PLATFORM.  STATION IS LISTED AS BEING
 AU3449'14 FEET ABOVE WATER.  LIGHT IS LISTED IN THE LATES USCG LIGHT LIST AS
 AU3449'NUMBER 3667.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3450 ***********************************************************************
 AU3450  DESIGNATION -  HOUMA NAV CANAL RNG A FRONT LT
 AU3450  PID         -  AU3450
 AU3450  STATE/COUNTY-  LA/TERREBONNE
 AU3450  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3450
 AU3450                         *CURRENT SURVEY CONTROL
 AU3450  ___________________________________________________________________
 AU3450* NAD 83(1992)-  29 11 26.08185(N)    090 36 42.50474(W)     ADJUSTED  
 AU3450* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 AU3450  **This station is located in a subsidence area (see below).
 AU3450  ___________________________________________________________________
 AU3450  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AU3450  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AU3450
 AU3450  HORZ ORDER  -  THIRD
 AU3450
 AU3450.The horizontal coordinates were established by classical geodetic methods
 AU3450.and adjusted by the National Geodetic Survey in January 1993..
 AU3450
 AU3450 ** The orthometric height has not been validated since last determined
 AU3450 ** by differential leveling and should not be used for control purposes.
 AU3450 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3450 ** area with valid NAVD 88 orthometric heights.
 AU3450 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3450 ** epoch indicated which incorporates improved geoid heights for the
 AU3450 ** Southern Louisiana Subsidence area.
 AU3450 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3450
 AU3450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3450
 AU3450.The geoid height was determined by GEOID03.
 AU3450
 AU3450;                    North         East     Units Scale Factor Converg.
 AU3450;SPC LA S     -    76,770.160 1,070,176.690   MT  1.00002496   +0 21 38.8
 AU3450;SPC LA S     -   251,870.10  3,511,071.36   sFT  1.00002496   +0 21 38.8
 AU3450;UTM  15      - 3,231,461.592   732,217.397   MT  1.00026547   +1 09 55.0
 AU3450
 AU3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3450!SPC LA S     -   1.00000336  x   1.00002496  =   1.00002832
 AU3450!UTM  15      -   1.00000336  x   1.00026547  =   1.00026883
 AU3450
 AU3450                          SUPERSEDED SURVEY CONTROL
 AU3450
 AU3450  NAD 83(1986)-  29 11 26.09852(N)    090 36 42.51683(W) AD(       ) 4
 AU3450  NGVD 29 (08/28/92)    2.9    (m)           10.     (f) VERT ANG       
 AU3450
 AU3450.Superseded values are not recommended for survey control.
 AU3450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3450.See file dsdata.txt to determine how the superseded data were derived.
 AU3450
 AU3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3221731462(NAD 83)
 AU3450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3450
 AU3450  HISTORY     - Date     Condition        Report By
 AU3450  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3450
 AU3450                          STATION DESCRIPTION
 AU3450
 AU3450'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3450'ABOUT 7.72 KM (4.80 MI) SOUTHEAST OF COCODRIE, 3.56 KM (2.21 MI)
 AU3450'SOUTH-SOUTHEAST OF BAY CNALAND, 4.67 KM(2.90 MI) SOUTH-SOUTHWEST OF
 AU3450'LAKE LAGRAISSE ON THE EAST SIDE OF THE HOUMA NAVIGATIONAL CANAL IN THE
 AU3450'TERREBONNE BAY.  TOWER IS A FOUR LEGGED METAL STRUCTURE MOUNTED ON A
 AU3450'4 LEGGED WOOD STRUCTURE.  STATION IS A PUNCH MARK IN A 1 INCH BOLT IN
 AU3450'A METAL BEACE AT THE BASE OF METAL STRUCTURE.  LIGHT MOUNTED ATOP
 AU3450'METAL STRUCTURE IS A QUICK FLASH WHITE DIRECTIONAL LIGHT.  TOWER HAS
 AU3450'RECTANGULAR SHAPED RED DAYBOARDS BEARING A CENTAL WHITE VERTICAL
 AU3450'STRIPE MOUNTED ON SIDES.  LIGHT IS LISTED AS BEING 25 FEET ABOVE
 AU3450'WATER.  LIGHT IS LISTED IN THE LATEST USCG LIGHT LIST AS NUMBER 3670.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3451 ***********************************************************************
 AU3451  DESIGNATION -  HOUMA NAV CANAL RNG A REAR LT
 AU3451  PID         -  AU3451
 AU3451  STATE/COUNTY-  LA/TERREBONNE
 AU3451  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3451
 AU3451                         *CURRENT SURVEY CONTROL
 AU3451  ___________________________________________________________________
 AU3451* NAD 83(1992)-  29 12 30.95401(N)    090 37 09.09463(W)     ADJUSTED  
 AU3451* NAVD 88     -         3.1  **(meters)      10.   **(feet)  VERTCON   
 AU3451  **This station is located in a subsidence area (see below).
 AU3451  ___________________________________________________________________
 AU3451  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AU3451  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AU3451
 AU3451  HORZ ORDER  -  THIRD
 AU3451
 AU3451.The horizontal coordinates were established by classical geodetic methods
 AU3451.and adjusted by the National Geodetic Survey in January 1993..
 AU3451
 AU3451 ** The orthometric height has not been validated since last determined
 AU3451 ** by differential leveling and should not be used for control purposes.
 AU3451 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3451 ** area with valid NAVD 88 orthometric heights.
 AU3451 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3451 ** epoch indicated which incorporates improved geoid heights for the
 AU3451 ** Southern Louisiana Subsidence area.
 AU3451 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3451
 AU3451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3451
 AU3451.The geoid height was determined by GEOID03.
 AU3451
 AU3451;                    North         East     Units Scale Factor Converg.
 AU3451;SPC LA S     -    78,762.991 1,069,445.871   MT  1.00002060   +0 21 25.5
 AU3451;SPC LA S     -   258,408.25  3,508,673.66   sFT  1.00002060   +0 21 25.5
 AU3451;UTM  15      - 3,233,444.438   731,458.474   MT  1.00026112   +1 09 44.4
 AU3451
 AU3451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3451!SPC LA S     -   1.00000335  x   1.00002060  =   1.00002395
 AU3451!UTM  15      -   1.00000335  x   1.00026112  =   1.00026447
 AU3451
 AU3451                          SUPERSEDED SURVEY CONTROL
 AU3451
 AU3451  NAD 83(1986)-  29 12 30.97076(N)    090 37 09.10648(W) AD(       ) 3
 AU3451  NGVD 29 (08/28/92)    3.0    (m)           10.     (f) VERT ANG       
 AU3451
 AU3451.Superseded values are not recommended for survey control.
 AU3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3451.See file dsdata.txt to determine how the superseded data were derived.
 AU3451
 AU3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3145833444(NAD 83)
 AU3451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3451
 AU3451  HISTORY     - Date     Condition        Report By
 AU3451  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3451
 AU3451                          STATION DESCRIPTION
 AU3451
 AU3451'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3451'ABOUT 5.49 KM (3.41 MI) SOUTHEAST OF COCODRIE, 1.88 KM (1.17 MI)
 AU3451'SOUTHWEST OF LAKE GRAISSE, 1.83 KM (1.14 MI) SOUTH OF BAY CHALAND ON
 AU3451'THE EAST SIDE OF THE HOUMA NAVIGATIONAL CANAL IN TERREBONNE BAY.
 AU3451'STATION IS A 1 INCH HEX BOLT IN THE CENTER OF THE CROSSTIES AT THE
 AU3451'CENTER BASE OF A FOUR LEG STEEL STRUCTURE SUPPORTING A DIRECTIONAL
 AU3451'ISOPHASE (EQUAL INTERVAL) 6 SECOND WHITE LIGHT, THE STEEL STRUCTURE
 AU3451'SITS ON WOOD PLATFORM SUPPORTED BY 4 PILES.  THE LIGHT AT TOP CENTER
 AU3451'IS DIRECTLY ABOVE THE BOLT IN THE CROSSTIES USED AS THE STATION POINT.
 AU3451'THE OVERALL HEIGHT OF STRUCTURE IS 60 FEET WITH DAYBOARD FACING SOUTH.
 AU3451'STATION IS CARRIED IN THE LATEST USCG LIGHT LIST AS NUMBER 3671.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3452 ***********************************************************************
 AU3452  DESIGNATION -  HOUMA NAV CANAL RNG B FRONT LT
 AU3452  PID         -  AU3452
 AU3452  STATE/COUNTY-  LA/TERREBONNE
 AU3452  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3452
 AU3452                         *CURRENT SURVEY CONTROL
 AU3452  ___________________________________________________________________
 AU3452* NAD 83(1992)-  29 11 13.39105(N)    090 36 33.58570(W)     ADJUSTED  
 AU3452* NAVD 88     -         8.7  **(meters)      29.   **(feet)  VERTCON   
 AU3452  **This station is located in a subsidence area (see below).
 AU3452  ___________________________________________________________________
 AU3452  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU3452  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AU3452
 AU3452  HORZ ORDER  -  THIRD
 AU3452
 AU3452.The horizontal coordinates were established by classical geodetic methods
 AU3452.and adjusted by the National Geodetic Survey in January 1993..
 AU3452
 AU3452 ** The orthometric height has not been validated since last determined
 AU3452 ** by differential leveling and should not be used for control purposes.
 AU3452 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3452 ** area with valid NAVD 88 orthometric heights.
 AU3452 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3452 ** epoch indicated which incorporates improved geoid heights for the
 AU3452 ** Southern Louisiana Subsidence area.
 AU3452 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3452
 AU3452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3452
 AU3452.The geoid height was determined by GEOID03.
 AU3452
 AU3452;                    North         East     Units Scale Factor Converg.
 AU3452;SPC LA S     -    76,380.946 1,070,420.122   MT  1.00002583   +0 21 43.2
 AU3452;SPC LA S     -   250,593.15  3,511,870.02   sFT  1.00002583   +0 21 43.2
 AU3452;UTM  15      - 3,231,075.741   732,466.329   MT  1.00026689   +1 09 58.9
 AU3452
 AU3452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3452!SPC LA S     -   1.00000245  x   1.00002583  =   1.00002828
 AU3452!UTM  15      -   1.00000245  x   1.00026689  =   1.00026934
 AU3452
 AU3452                          SUPERSEDED SURVEY CONTROL
 AU3452
 AU3452  NAD 83(1986)-  29 11 13.40769(N)    090 36 33.59787(W) AD(       ) 4
 AU3452  NGVD 29 (08/28/92)    8.7    (m)           29.     (f) VERT ANG       
 AU3452
 AU3452.Superseded values are not recommended for survey control.
 AU3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3452.See file dsdata.txt to determine how the superseded data were derived.
 AU3452
 AU3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3246631076(NAD 83)
 AU3452_MARKER: 15 = RANGE MARKER
 AU3452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3452
 AU3452  HISTORY     - Date     Condition        Report By
 AU3452  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3452
 AU3452                          STATION DESCRIPTION
 AU3452
 AU3452'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3452'ABOUT 8.13 KM (5.05 MI) SOUTHEAST OF COCODRIE, 4.06 KM (2.53 MI) SOUTH
 AU3452'SOUTHEAST OF BAY CHALAND, 4.98 KM (3.09 MI) SOUTH SOUTHWEST OF LAKE
 AU3452'GRAISSE ON THE EAST SIDE OF HOUMB NAVIGATIONAL CANAL IN TERREBONNE
 AU3452'BAY.  STATION IS THE CENTER OF A QUICK FLASH WHITE LIGHT SITTING ON
 AU3452'TOP OF A FOUR LEGGED METAL STRUCTURE SUPPORTED BY A FOUR LEGGED WOOD
 AU3452'STRUCTURE EXTENDING ABOVE WATER.  LIGHT IS LISTED AS 25 FEET ABOVE
 AU3452'WATER.  TOWER HAS RECTANGULAR SHAPED RED DAYBOARDS BEARING A CENTRAL
 AU3452'WHITE VERTICAL STRIPE.  LIGHT IS LISTED IN THE LATEST USCG LIGHT LIST
 AU3452'AS NUMBER 3672.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3453 ***********************************************************************
 AU3453  DESIGNATION -  HOUMA NAV CANAL RNG B REAR LT
 AU3453  PID         -  AU3453
 AU3453  STATE/COUNTY-  LA/TERREBONNE
 AU3453  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3453
 AU3453                         *CURRENT SURVEY CONTROL
 AU3453  ___________________________________________________________________
 AU3453* NAD 83(1992)-  29 10 48.06046(N)    090 35 58.91833(W)     ADJUSTED  
 AU3453* NAVD 88     -         3.9  **(meters)      13.   **(feet)  VERTCON   
 AU3453  **This station is located in a subsidence area (see below).
 AU3453  ___________________________________________________________________
 AU3453  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AU3453  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AU3453
 AU3453  HORZ ORDER  -  THIRD
 AU3453
 AU3453.The horizontal coordinates were established by classical geodetic methods
 AU3453.and adjusted by the National Geodetic Survey in January 1993..
 AU3453
 AU3453 ** The orthometric height has not been validated since last determined
 AU3453 ** by differential leveling and should not be used for control purposes.
 AU3453 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3453 ** area with valid NAVD 88 orthometric heights.
 AU3453 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3453 ** epoch indicated which incorporates improved geoid heights for the
 AU3453 ** Southern Louisiana Subsidence area.
 AU3453 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3453
 AU3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3453
 AU3453.The geoid height was determined by GEOID03.
 AU3453
 AU3453;                    North         East     Units Scale Factor Converg.
 AU3453;SPC LA S     -    75,607.006 1,071,361.746   MT  1.00002756   +0 22 00.6
 AU3453;SPC LA S     -   248,053.99  3,514,959.33   sFT  1.00002756   +0 22 00.6
 AU3453;UTM  15      - 3,230,314.909   733,418.954   MT  1.00027237   +1 10 14.9
 AU3453
 AU3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3453!SPC LA S     -   1.00000320  x   1.00002756  =   1.00003076
 AU3453!UTM  15      -   1.00000320  x   1.00027237  =   1.00027557
 AU3453
 AU3453                          SUPERSEDED SURVEY CONTROL
 AU3453
 AU3453  NAD 83(1986)-  29 10 48.07699(N)    090 35 58.93056(W) AD(       ) 3
 AU3453  NGVD 29 (08/28/92)    3.9    (m)           13.     (f) VERT ANG       
 AU3453
 AU3453.Superseded values are not recommended for survey control.
 AU3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3453.See file dsdata.txt to determine how the superseded data were derived.
 AU3453
 AU3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3341930315(NAD 83)
 AU3453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3453
 AU3453  HISTORY     - Date     Condition        Report By
 AU3453  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3453
 AU3453                          STATION DESCRIPTION
 AU3453
 AU3453'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3453'ABOUT 9.35 KM (5.81 MI) SOUTHEAST OF COCODRIE, 3.65 KM (2.27 MI) SOUTH
 AU3453'OF BAY LOST REEF, 6.41 KM (3.98 MI) SOUTHWEST OF LAKE SAINT JEAN
 AU3453'BAPTISTE ON THE EAST SIDE OF HOUMA NAVIGATIONAL CANAL IN TERREBONE
 AU3453'BAY. STATION IS A 1 INCH HEX BOLT WITH PUNCH MARK IN CENTER OF BOLT IN
 AU3453'METAL BRACE AT THE BASE OF TOWER.  TOWER IS A FOUR LEGMETAL STRUCTURE.
 AU3453'SUPPORTING A DIRECTIONAL ISOPHASE (EQUAL INTERVAL) 6 SECOND WHITE
 AU3453'LIGHT.  THE STEEL STRUCTURE SITS ON A WOOD PLATFORM SUPPORTED BY 4
 AU3453'PILES.  THE LIGHT AT THE TOP CENTER IS DIRECTLY ABOVE THE BOLT IN THE
 AU3453'METAL BRACE, LIGHT IS LISTED AS SO FEET ABOVE WATER, TOWER HAS
 AU3453'RECTANGULAR-SHAPED RED DAYMARK BEARING A CENTRAL WHITE VERTICAL
 AU3453'STRIPE.  STATION IS LISTED IN THE LATEST USCG LIGHT LIST AS NUMBER
 AU3453'3673.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3455 ***********************************************************************
 AU3455  DESIGNATION -  HOUMA NAV CNL PASS TOURO LT 2
 AU3455  PID         -  AU3455
 AU3455  STATE/COUNTY-  LA/TERREBONNE
 AU3455  USGS QUAD   -  COCODRIE (1994)
 AU3455
 AU3455                         *CURRENT SURVEY CONTROL
 AU3455  ___________________________________________________________________
 AU3455* NAD 83(1992)-  29 08 12.74991(N)    090 39 10.75576(W)     ADJUSTED  
 AU3455* NAVD 88     -         4.7  **(meters)      15.   **(feet)  VERTCON   
 AU3455  **This station is located in a subsidence area (see below).
 AU3455  ___________________________________________________________________
 AU3455  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AU3455  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AU3455
 AU3455  HORZ ORDER  -  THIRD
 AU3455
 AU3455.The horizontal coordinates were established by classical geodetic methods
 AU3455.and adjusted by the National Geodetic Survey in January 1993..
 AU3455
 AU3455 ** The orthometric height has not been validated since last determined
 AU3455 ** by differential leveling and should not be used for control purposes.
 AU3455 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3455 ** area with valid NAVD 88 orthometric heights.
 AU3455 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3455 ** epoch indicated which incorporates improved geoid heights for the
 AU3455 ** Southern Louisiana Subsidence area.
 AU3455 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3455
 AU3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3455
 AU3455.The geoid height was determined by GEOID03.
 AU3455
 AU3455;                    North         East     Units Scale Factor Converg.
 AU3455;SPC LA S     -    70,793.182 1,066,206.774   MT  1.00003853   +0 20 24.7
 AU3455;SPC LA S     -   232,260.63  3,498,046.72   sFT  1.00003853   +0 20 24.7
 AU3455;UTM  15      - 3,225,428.169   728,330.852   MT  1.00024338   +1 08 35.7
 AU3455
 AU3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3455!SPC LA S     -   1.00000307  x   1.00003853  =   1.00004160
 AU3455!UTM  15      -   1.00000307  x   1.00024338  =   1.00024645
 AU3455
 AU3455                          SUPERSEDED SURVEY CONTROL
 AU3455
 AU3455  NAD 83(1986)-  29 08 12.76701(N)    090 39 10.76859(W) AD(       ) 4
 AU3455  NGVD 29 (08/28/92)    4.7    (m)           15.     (f) VERT ANG       
 AU3455
 AU3455.Superseded values are not recommended for survey control.
 AU3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3455.See file dsdata.txt to determine how the superseded data were derived.
 AU3455
 AU3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2833125428(NAD 83)
 AU3455_MARKER: 12 = DOLPHIN
 AU3455_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3455
 AU3455  HISTORY     - Date     Condition        Report By
 AU3455  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3455
 AU3455                          STATION DESCRIPTION
 AU3455
 AU3455'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3455'ABOUT 10.73 KM (6.67 MI) SOUTH OF COCODRIE, 8.94 KM (5.56 MI) SOUTH
 AU3455'SOUTHWEST OF BAY CHALANE, 10.37 KM (6.44 MI) SOUTH-SOUTHWEST OF LAKE
 AU3455'LAGRAISSE ON THE WEST SIDE OF THE HOUMA NAV CANAL IN BAY SAINTE
 AU3455'ELAINE.  STATION IS THE CENTER OF A 3 SECOND FLASH WHITE HORIZON LIGHT
 AU3455'WHICH IS MOUNTED ON A POT LIKE METAL STRUCTURE WHICH IS MOUNTED TO A
 AU3455'WOOD PLATFORM WHICH SITS ON AN OTHER 4 LEGGED WOOD PLATFORM EXTENDING
 AU3455'ABOVE WATER.  LIGHT IS LISTED AS 15 FEET ABOVE WATER.  LIGHT IS LISTED
 AU3455'IN THE LATEST USCG LIGHT AS NUMBER 3679.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3456 ***********************************************************************
 AU3456  DESIGNATION -  HOUMA NAVIGATIONAL CANAL LT 13
 AU3456  PID         -  AU3456
 AU3456  STATE/COUNTY-  LA/TERREBONNE
 AU3456  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3456
 AU3456                         *CURRENT SURVEY CONTROL
 AU3456  ___________________________________________________________________
 AU3456* NAD 83(1992)-  29 10 16.11215(N)    090 36 17.70054(W)     ADJUSTED  
 AU3456* NAVD 88     -         5.4  **(meters)      18.   **(feet)  VERTCON   
 AU3456  **This station is located in a subsidence area (see below).
 AU3456  ___________________________________________________________________
 AU3456  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AU3456  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AU3456
 AU3456  HORZ ORDER  -  THIRD
 AU3456
 AU3456.The horizontal coordinates were established by classical geodetic methods
 AU3456.and adjusted by the National Geodetic Survey in January 1993..
 AU3456
 AU3456 ** The orthometric height has not been validated since last determined
 AU3456 ** by differential leveling and should not be used for control purposes.
 AU3456 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3456 ** area with valid NAVD 88 orthometric heights.
 AU3456 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3456 ** epoch indicated which incorporates improved geoid heights for the
 AU3456 ** Southern Louisiana Subsidence area.
 AU3456 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3456
 AU3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3456
 AU3456.The geoid height was determined by GEOID03.
 AU3456
 AU3456;                    North         East     Units Scale Factor Converg.
 AU3456;SPC LA S     -    74,620.119 1,070,860.512   MT  1.00002977   +0 21 51.2
 AU3456;SPC LA S     -   244,816.17  3,513,314.86   sFT  1.00002977   +0 21 51.2
 AU3456;UTM  15      - 3,229,320.846   732,931.497   MT  1.00026957   +1 10 04.6
 AU3456
 AU3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3456!SPC LA S     -   1.00000296  x   1.00002977  =   1.00003273
 AU3456!UTM  15      -   1.00000296  x   1.00026957  =   1.00027253
 AU3456
 AU3456                          SUPERSEDED SURVEY CONTROL
 AU3456
 AU3456  NAD 83(1986)-  29 10 16.12874(N)    090 36 17.71289(W) AD(       ) 4
 AU3456  NGVD 29 (08/28/92)    5.4    (m)           18.     (f) VERT ANG       
 AU3456
 AU3456.Superseded values are not recommended for survey control.
 AU3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3456.See file dsdata.txt to determine how the superseded data were derived.
 AU3456
 AU3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3293129321(NAD 83)
 AU3456_MARKER: 12 = DOLPHIN
 AU3456_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3456
 AU3456  HISTORY     - Date     Condition        Report By
 AU3456  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3456
 AU3456                          STATION DESCRIPTION
 AU3456
 AU3456'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3456'ABOUT 9.75 KM (6.06 MI) SOUTH-SOUTHEAST OF COCODRIE, 7.42 KM (4.61 MI)
 AU3456'SOUTHWEST OF LAKE SAINT JEAN BAPTISTE, 5.99 KM (3.72 MI) SOUTH OF BAY
 AU3456'CHALAND ON THE WEST SIDE OF HOUMA NAVIGATIONAL CANAL IN TERREBONE BAY.
 AU3456'STATION IS THE CENTER OF A GREEN HORIZON, 4 SECOND FLASH LIGHT MOUNTED
 AU3456'ON A METAL STRUCTURE EXTENDING ABOVE A WOOD PLATFORM ABOUT 4 TO 5
 AU3456'FEET.  PLATFORMS SUPPORT IS A SINGLE WOOD PILE WITH A SQUARE-SHAPED
 AU3456'GREEN DAYMARK WITH A GREEN REFLECTIVE BORDER ON ONE SIDE OF STRUCTURE.
 AU3456'LIGHT IS LISTED AS BEING 17 FEET ABOVE WATER. STATION IS LISTED IN THE
 AU3456'LATEST USCG LIGHT LIST AS NUMBER 3666.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3457 ***********************************************************************
 AU3457  DESIGNATION -  HOUMA NAVIGATIONAL CANAL LT 17
 AU3457  PID         -  AU3457
 AU3457  STATE/COUNTY-  LA/TERREBONNE
 AU3457  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3457
 AU3457                         *CURRENT SURVEY CONTROL
 AU3457  ___________________________________________________________________
 AU3457* NAD 83(1992)-  29 11 10.86308(N)    090 36 40.41485(W)     ADJUSTED  
 AU3457* NAVD 88     -         6.1  **(meters)      20.   **(feet)  VERTCON   
 AU3457  **This station is located in a subsidence area (see below).
 AU3457  ___________________________________________________________________
 AU3457  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU3457  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AU3457
 AU3457  HORZ ORDER  -  THIRD
 AU3457
 AU3457.The horizontal coordinates were established by classical geodetic methods
 AU3457.and adjusted by the National Geodetic Survey in January 1993..
 AU3457
 AU3457 ** The orthometric height has not been validated since last determined
 AU3457 ** by differential leveling and should not be used for control purposes.
 AU3457 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3457 ** area with valid NAVD 88 orthometric heights.
 AU3457 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3457 ** epoch indicated which incorporates improved geoid heights for the
 AU3457 ** Southern Louisiana Subsidence area.
 AU3457 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3457
 AU3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3457
 AU3457.The geoid height was determined by GEOID03.
 AU3457
 AU3457;                    North         East     Units Scale Factor Converg.
 AU3457;SPC LA S     -    76,301.948 1,070,236.105   MT  1.00002600   +0 21 39.8
 AU3457;SPC LA S     -   250,333.97  3,511,266.29   sFT  1.00002600   +0 21 39.8
 AU3457;UTM  15      - 3,230,994.149   732,283.395   MT  1.00026584   +1 09 55.5
 AU3457
 AU3457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3457!SPC LA S     -   1.00000286  x   1.00002600  =   1.00002886
 AU3457!UTM  15      -   1.00000286  x   1.00026584  =   1.00026870
 AU3457
 AU3457                          SUPERSEDED SURVEY CONTROL
 AU3457
 AU3457  NAD 83(1986)-  29 11 10.87974(N)    090 36 40.42701(W) AD(       ) 4
 AU3457  NGVD 29 (08/28/92)    6.1    (m)           20.     (f) VERT ANG       
 AU3457
 AU3457.Superseded values are not recommended for survey control.
 AU3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3457.See file dsdata.txt to determine how the superseded data were derived.
 AU3457
 AU3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3228330994(NAD 83)
 AU3457_MARKER: 12 = DOLPHIN
 AU3457_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3457
 AU3457  HISTORY     - Date     Condition        Report By
 AU3457  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3457
 AU3457                          STATION DESCRIPTION
 AU3457
 AU3457'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3457'ABOUT 8.13 KM (5.05 MI) SOUTH-SOUTHEAST OF COCODRIE, 6.81 KM
 AU3457'(4.23 MI) SOUTHWEST OF LAKE SAINT JEAN BAPTISTE, 4.17 KM (2.59 MI)
 AU3457'SOUTH OF BAY CHALAND ON THE WEST SIDE OF HOUMA NAVIGATIONAL CANAL IN
 AU3457'TERREBONE BAY. STATION IS THE CENTER OF A GREEN HORIZON, QUICK (FLASH)
 AU3457'LIGHT MOUNTED ON A STEEL STRUCTURE EXTENDING ABOVE A WOOD PLATFORM
 AU3457'ABOUT 4 TO 5 FEET.  PLATFORM IS SUPPORTED BY A SINGLE POLE WITH A
 AU3457'SQUARE-SHAPED GREEN DAYMARK WITH A GREEN REFLECTIVE BORDER MOUNTED
 AU3457'ON SIDE OF STRUCTURE.  LIGHT IS LISTED AS BEING 17 FEET ABOVE WATER.
 AU3457'STATION IS LISTED IN THE LATEST USCG LIGHT LIST AS NUMBER 3669.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3458 ***********************************************************************
 AU3458  DESIGNATION -  HOUMA NAVIGATIONAL CANAL LT 19
 AU3458  PID         -  AU3458
 AU3458  STATE/COUNTY-  LA/TERREBONNE
 AU3458  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3458
 AU3458                         *CURRENT SURVEY CONTROL
 AU3458  ___________________________________________________________________
 AU3458* NAD 83(1992)-  29 11 40.56470(N)    090 37 14.34641(W)     ADJUSTED  
 AU3458* NAVD 88     -         6.6  **(meters)      22.   **(feet)  VERTCON   
 AU3458  **This station is located in a subsidence area (see below).
 AU3458  ___________________________________________________________________
 AU3458  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AU3458  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AU3458
 AU3458  HORZ ORDER  -  THIRD
 AU3458
 AU3458.The horizontal coordinates were established by classical geodetic methods
 AU3458.and adjusted by the National Geodetic Survey in January 1993..
 AU3458
 AU3458 ** The orthometric height has not been validated since last determined
 AU3458 ** by differential leveling and should not be used for control purposes.
 AU3458 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3458 ** area with valid NAVD 88 orthometric heights.
 AU3458 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3458 ** epoch indicated which incorporates improved geoid heights for the
 AU3458 ** Southern Louisiana Subsidence area.
 AU3458 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3458
 AU3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3458
 AU3458.The geoid height was determined by GEOID03.
 AU3458
 AU3458;                    North         East     Units Scale Factor Converg.
 AU3458;SPC LA S     -    77,210.685 1,069,313.660   MT  1.00002398   +0 21 22.9
 AU3458;SPC LA S     -   253,315.39  3,508,239.90   sFT  1.00002398   +0 21 22.9
 AU3458;UTM  15      - 3,231,890.057   731,348.058   MT  1.00026049   +1 09 40.0
 AU3458
 AU3458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3458!SPC LA S     -   1.00000279  x   1.00002398  =   1.00002678
 AU3458!UTM  15      -   1.00000279  x   1.00026049  =   1.00026329
 AU3458
 AU3458                          SUPERSEDED SURVEY CONTROL
 AU3458
 AU3458  NAD 83(1986)-  29 11 40.58145(N)    090 37 14.35846(W) AD(       ) 4
 AU3458  NGVD 29 (08/28/92)    6.5    (m)           21.     (f) VERT ANG       
 AU3458
 AU3458.Superseded values are not recommended for survey control.
 AU3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3458.See file dsdata.txt to determine how the superseded data were derived.
 AU3458
 AU3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3134831890(NAD 83)
 AU3458_MARKER: 12 = DOLPHIN
 AU3458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3458
 AU3458  HISTORY     - Date     Condition        Report By
 AU3458  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3458
 AU3458                          STATION DESCRIPTION
 AU3458
 AU3458'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3458'ABOUT 6.81 KM (4.23 MI) SOUTH-SOUTHEAST OF COCODRIE, 2.95 KM (1.83 MI)
 AU3458'SOUTH OF BAY CHALAND, 2.64 KM (1.64 MI) SOUTHWEST OF BAY LOST REEF ON
 AU3458'THE WEST SIDE OF THE HOUMA NAVIGATIONAL CANAL IN TERREBONNE BAY.
 AU3458'STATION IS THE CENTER OF A GREEN HORIZON 2.5 SECOND FLASH LIGHT
 AU3458'MOUNTED ON TOP OF A STEEL STRUCTURE EXTENDING ABOVE A WOOD PLATFORM
 AU3458'ABOUT 4 TO 5 FEET, WOOD PLATFORM IS SUPPORTED BY A SINGLE POLE WITH
 AU3458'A SQUARE-SHAPED GREEN DAYMARK WITH A GREEN REFLECTIVE BORDER, LIGHT
 AU3458'IS LISTED AS 17 FEET ABOVE WATER, STATION IS CARRIED IN THE LATEST
 AU3458'USCG LIGHT LIST AS NUMBER 3674.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3459 ***********************************************************************
 AU3459  DESIGNATION -  HOUMA NAVIGATIONAL CANAL LT 21
 AU3459  PID         -  AU3459
 AU3459  STATE/COUNTY-  LA/TERREBONNE
 AU3459  USGS QUAD   -  COCODRIE (1994)
 AU3459
 AU3459                         *CURRENT SURVEY CONTROL
 AU3459  ___________________________________________________________________
 AU3459* NAD 83(1992)-  29 12 13.40746(N)    090 38 00.61767(W)     ADJUSTED  
 AU3459* NAVD 88     -         6.3  **(meters)      21.   **(feet)  VERTCON   
 AU3459  **This station is located in a subsidence area (see below).
 AU3459  ___________________________________________________________________
 AU3459  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AU3459  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AU3459
 AU3459  HORZ ORDER  -  THIRD
 AU3459
 AU3459.The horizontal coordinates were established by classical geodetic methods
 AU3459.and adjusted by the National Geodetic Survey in January 1993..
 AU3459
 AU3459 ** The orthometric height has not been validated since last determined
 AU3459 ** by differential leveling and should not be used for control purposes.
 AU3459 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3459 ** area with valid NAVD 88 orthometric heights.
 AU3459 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3459 ** epoch indicated which incorporates improved geoid heights for the
 AU3459 ** Southern Louisiana Subsidence area.
 AU3459 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3459
 AU3459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3459
 AU3459.The geoid height was determined by GEOID03.
 AU3459
 AU3459;                    North         East     Units Scale Factor Converg.
 AU3459;SPC LA S     -    78,214.168 1,068,057.436   MT  1.00002177   +0 20 59.7
 AU3459;SPC LA S     -   256,607.65  3,504,118.44   sFT  1.00002177   +0 20 59.7
 AU3459;UTM  15      - 3,232,876.022   730,077.563   MT  1.00025326   +1 09 18.6
 AU3459
 AU3459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3459!SPC LA S     -   1.00000284  x   1.00002177  =   1.00002461
 AU3459!UTM  15      -   1.00000284  x   1.00025326  =   1.00025610
 AU3459
 AU3459                          SUPERSEDED SURVEY CONTROL
 AU3459
 AU3459  NAD 83(1986)-  29 12 13.42433(N)    090 38 00.62961(W) AD(       ) 4
 AU3459  NGVD 29 (08/28/92)    6.3    (m)           21.     (f) VERT ANG       
 AU3459
 AU3459.Superseded values are not recommended for survey control.
 AU3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3459.See file dsdata.txt to determine how the superseded data were derived.
 AU3459
 AU3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3007832876(NAD 83)
 AU3459_MARKER: 12 = DOLPHIN
 AU3459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3459
 AU3459  HISTORY     - Date     Condition        Report By
 AU3459  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3459
 AU3459                          STATION DESCRIPTION
 AU3459
 AU3459'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3459'ABOUT 2.14 KM (1.33 MI) SOUTH-SOUTHWEST OF BAY CHALAND, 5.49 KM (3.41
 AU3459'MI) SOUTH-SOUTHEAST OF COCODRIE, 1.83 KM (1.14 MI) SOUTHEAST OF BAY
 AU3459'WELSH ON THE WEST SIDE OF THE HOUMANVIGATIONAL CANAL IN TERREBONE
 AU3459'BAY.  STATION IS THE CENTER OF GREEN HORIZON 4 SECOND FLASH LIGHT
 AU3459'MOUNTED ON TOP OF A STEEL STRUCTURE EXTENDING ABOVE A WOOD PLATFORM
 AU3459'ABOUT 4 TO 5 FEET, WOOD PLATFORM IS SUPPORTED BY A SINGLE WOOD POLE
 AU3459'WITH GREEN DAY MARKERS ON TWO SIDES, PLATFORM WITH LIGHT IS ABOUT 17
 AU3459'FEET TALL, STATION IS CARRIED IN THE LATEST USCG LIGHT LIST AS NUMBER
 AU3459'3675.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3460 ***********************************************************************
 AU3460  DESIGNATION -  HOUMA NAVIGATIONAL CANAL LT 22
 AU3460  PID         -  AU3460
 AU3460  STATE/COUNTY-  LA/TERREBONNE
 AU3460  USGS QUAD   -  COCODRIE (1994)
 AU3460
 AU3460                         *CURRENT SURVEY CONTROL
 AU3460  ___________________________________________________________________
 AU3460* NAD 83(1992)-  29 12 29.34692(N)    090 38 14.85283(W)     ADJUSTED  
 AU3460* NAVD 88     -         6.7  **(meters)      22.   **(feet)  VERTCON   
 AU3460  **This station is located in a subsidence area (see below).
 AU3460  ___________________________________________________________________
 AU3460  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AU3460  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AU3460
 AU3460  HORZ ORDER  -  THIRD
 AU3460
 AU3460.The horizontal coordinates were established by classical geodetic methods
 AU3460.and adjusted by the National Geodetic Survey in January 1993..
 AU3460
 AU3460 ** The orthometric height has not been validated since last determined
 AU3460 ** by differential leveling and should not be used for control purposes.
 AU3460 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3460 ** area with valid NAVD 88 orthometric heights.
 AU3460 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3460 ** epoch indicated which incorporates improved geoid heights for the
 AU3460 ** Southern Louisiana Subsidence area.
 AU3460 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3460
 AU3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3460
 AU3460.The geoid height was determined by GEOID03.
 AU3460
 AU3460;                    North         East     Units Scale Factor Converg.
 AU3460;SPC LA S     -    78,702.582 1,067,669.918   MT  1.00002071   +0 20 52.6
 AU3460;SPC LA S     -   258,210.05  3,502,847.06   sFT  1.00002071   +0 20 52.6
 AU3460;UTM  15      - 3,233,359.053   729,683.128   MT  1.00025102   +1 09 12.2
 AU3460
 AU3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3460!SPC LA S     -   1.00000278  x   1.00002071  =   1.00002349
 AU3460!UTM  15      -   1.00000278  x   1.00025102  =   1.00025380
 AU3460
 AU3460                          SUPERSEDED SURVEY CONTROL
 AU3460
 AU3460  NAD 83(1986)-  29 12 29.36382(N)    090 38 14.86470(W) AD(       ) 4
 AU3460  NGVD 29 (08/28/92)    6.7    (m)           22.     (f) VERT ANG       
 AU3460
 AU3460.Superseded values are not recommended for survey control.
 AU3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3460.See file dsdata.txt to determine how the superseded data were derived.
 AU3460
 AU3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2968333359(NAD 83)
 AU3460_MARKER: 12 = DOLPHIN
 AU3460_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3460
 AU3460  HISTORY     - Date     Condition        Report By
 AU3460  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3460
 AU3460                          STATION DESCRIPTION
 AU3460
 AU3460'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3460'ABOUT 4.14 KM (2.57 MI) SOUTH-SOUTHEAST OF COCOPRIE, 0.92 KM (0.57 MI)
 AU3460'SOUTHEAST OF BAY WELSH, 1.83 KM (1.14 MI) SOUTHWEST OF BAY CHALAND ON
 AU3460'THE EAST SIDE OF THE HOUMA NAVIGATIONAL CANAL IN TERREBONNE BAY.
 AU3460'STATION IS THE CENTER OF A RED HORIZON 4 SECOND FLASH LIGHT MOUNTED
 AU3460'ON TOP OF A STEEL STRUCTURE EXTENDING ABOVE A WOOD PLATFORM ABOUT
 AU3460'4 TO 5 FEET, WOOD PLATFORM IS SUPPORTED BY A SINGLE WOOD POLE WITH
 AU3460'RED DAY MARKERS ON TWO SIDES, LIGHT IS LISTED AS 17 FEET ABOVE THE
 AU3460'WATER, STATION IS CARRIED IN LATEST USCG LIGHT LIST AS NUMBER 3676.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3461 ***********************************************************************
 AU3461  DESIGNATION -  HOUMA NAVIGATIONAL CANAL LT 24
 AU3461  PID         -  AU3461
 AU3461  STATE/COUNTY-  LA/TERREBONNE
 AU3461  USGS QUAD   -  COCODRIE (1994)
 AU3461
 AU3461                         *CURRENT SURVEY CONTROL
 AU3461  ___________________________________________________________________
 AU3461* NAD 83(1992)-  29 12 55.98583(N)    090 38 49.98820(W)     ADJUSTED  
 AU3461* NAVD 88     -         6.3  **(meters)      21.   **(feet)  VERTCON   
 AU3461  **This station is located in a subsidence area (see below).
 AU3461  ___________________________________________________________________
 AU3461  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AU3461  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AU3461
 AU3461  HORZ ORDER  -  THIRD
 AU3461
 AU3461.The horizontal coordinates were established by classical geodetic methods
 AU3461.and adjusted by the National Geodetic Survey in January 1993..
 AU3461
 AU3461 ** The orthometric height has not been validated since last determined
 AU3461 ** by differential leveling and should not be used for control purposes.
 AU3461 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3461 ** area with valid NAVD 88 orthometric heights.
 AU3461 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3461 ** epoch indicated which incorporates improved geoid heights for the
 AU3461 ** Southern Louisiana Subsidence area.
 AU3461 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3461.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3461
 AU3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3461
 AU3461.The geoid height was determined by GEOID03.
 AU3461
 AU3461;                    North         East     Units Scale Factor Converg.
 AU3461;SPC LA S     -    79,517.038 1,066,715.930   MT  1.00001895   +0 20 35.0
 AU3461;SPC LA S     -   260,882.15  3,499,717.18   sFT  1.00001895   +0 20 35.0
 AU3461;UTM  15      - 3,234,160.197   728,717.561   MT  1.00024555   +1 08 56.0
 AU3461
 AU3461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3461!SPC LA S     -   1.00000284  x   1.00001895  =   1.00002179
 AU3461!UTM  15      -   1.00000284  x   1.00024555  =   1.00024839
 AU3461
 AU3461                          SUPERSEDED SURVEY CONTROL
 AU3461
 AU3461  NAD 83(1986)-  29 12 56.00285(N)    090 38 49.99996(W) AD(       ) 4
 AU3461  NGVD 29 (08/28/92)    6.3    (m)           21.     (f) VERT ANG       
 AU3461
 AU3461.Superseded values are not recommended for survey control.
 AU3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3461.See file dsdata.txt to determine how the superseded data were derived.
 AU3461
 AU3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2871834160(NAD 83)
 AU3461_MARKER: 12 = DOLPHIN
 AU3461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3461
 AU3461  HISTORY     - Date     Condition        Report By
 AU3461  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3461
 AU3461                          STATION DESCRIPTION
 AU3461
 AU3461'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3461'ABOUT 3.56 KM (2.21 MI) SOUTH-SOUTHEAST OF COCODRIE, 2.33 KM (1.45 MI)
 AU3461'WEST-SOUTHWEST OF BAY CHALAND IN THE HOUMA NAVIGATIONAL CANAL IN BAY
 AU3461'WELSH, STATION IS THE CENTER OF A RED HORIZON, 4 SECOND FLASH LIGHT
 AU3461'MOUNTED ON TOP OF A STEEL STRUCTURE EXTENDING ABOVE A WOOD PLATFORM
 AU3461'ABOUT 4 TO 5 FEET, WOOD PLATFORM IS SUPPORTED BY A SINGLE WOOD POLE
 AU3461'WITH A TRIANGULAR-SHAPED RED DAYMARK WITH A RED REFLECTIVE BORDER.
 AU3461'LIGHT IS LISTED AS 17 FEET ABOVE WATER, STATION IS CARRIED IN THE
 AU3461'LATEST USCG LIGHT LIST AS NUMBER 3677.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3462 ***********************************************************************
 AU3462  DESIGNATION -  HOUMA NAVIGATIONAL CANAL LT 26
 AU3462  PID         -  AU3462
 AU3462  STATE/COUNTY-  LA/TERREBONNE
 AU3462  USGS QUAD   -  COCODRIE (1994)
 AU3462
 AU3462                         *CURRENT SURVEY CONTROL
 AU3462  ___________________________________________________________________
 AU3462* NAD 83(1992)-  29 13 45.92661(N)    090 39 57.18456(W)     ADJUSTED  
 AU3462* NAVD 88     -         6.6  **(meters)      22.   **(feet)  VERTCON   
 AU3462  **This station is located in a subsidence area (see below).
 AU3462  ___________________________________________________________________
 AU3462  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AU3462  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AU3462
 AU3462  HORZ ORDER  -  THIRD
 AU3462
 AU3462.The horizontal coordinates were established by classical geodetic methods
 AU3462.and adjusted by the National Geodetic Survey in January 1993..
 AU3462
 AU3462 ** The orthometric height has not been validated since last determined
 AU3462 ** by differential leveling and should not be used for control purposes.
 AU3462 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3462 ** area with valid NAVD 88 orthometric heights.
 AU3462 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3462 ** epoch indicated which incorporates improved geoid heights for the
 AU3462 ** Southern Louisiana Subsidence area.
 AU3462 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3462.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3462
 AU3462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3462
 AU3462.The geoid height was determined by GEOID03.
 AU3462
 AU3462;                    North         East     Units Scale Factor Converg.
 AU3462;SPC LA S     -    81,043.932 1,064,891.996   MT  1.00001569   +0 20 01.4
 AU3462;SPC LA S     -   265,891.63  3,493,733.16   sFT  1.00001569   +0 20 01.4
 AU3462;UTM  15      - 3,235,661.613   726,871.913   MT  1.00023517   +1 08 24.9
 AU3462
 AU3462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3462!SPC LA S     -   1.00000280  x   1.00001569  =   1.00001849
 AU3462!UTM  15      -   1.00000280  x   1.00023517  =   1.00023797
 AU3462
 AU3462                          SUPERSEDED SURVEY CONTROL
 AU3462
 AU3462  NAD 83(1986)-  29 13 45.94383(N)    090 39 57.19614(W) AD(       ) 4
 AU3462  NGVD 29 (08/28/92)    6.5    (m)           21.     (f) VERT ANG       
 AU3462
 AU3462.Superseded values are not recommended for survey control.
 AU3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3462.See file dsdata.txt to determine how the superseded data were derived.
 AU3462
 AU3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2687235662(NAD 83)
 AU3462_MARKER: 12 = DOLPHIN
 AU3462_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3462
 AU3462  HISTORY     - Date     Condition        Report By
 AU3462  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3462
 AU3462                          STATION DESCRIPTION
 AU3462
 AU3462'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3462'ABOUT 1.83 KM (1.14 MI) SOUTH OF COCODRIE, 1.01 KM (0.63 MI) WEST OF
 AU3462'BAY LONG LOCATED IN THE HOUMA NAVIGATIONAL CANAL.  STATION IS THE
 AU3462'CENTER OF A RED HORIZON  4 SECOND FLASH LIGHT MOUNTED ON THE TOP OF A
 AU3462'STEEL STRUCTURE EXTENDING ABOVE A WOOD PLATFORM ABOUT 4 TO 5 FEET.
 AU3462'WOOD PLATFORM IS SUPPORTED BY A SINGLE WOOD POLE WITH A TRIANGULAR-
 AU3462'SHAPED RED DAYMARK WITH A RED REFLECTIVE BORDER, LIGHT IS LISTED AS
 AU3462'17 FEET ABOVE WATER, STATION IS CARRIED IN THE LATEST USCG LIGHT LIST
 AU3462'AS NUMBER 3678.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3463 ***********************************************************************
 AU3463  DESIGNATION -  HOUMA NAVIGATIONAL CANAL LT 5
 AU3463  PID         -  AU3463
 AU3463  STATE/COUNTY-  LA/TERREBONNE
 AU3463  USGS QUAD   -  CAT ISLAND PASS (1994)
 AU3463
 AU3463                         *CURRENT SURVEY CONTROL
 AU3463  ___________________________________________________________________
 AU3463* NAD 83(1992)-  29 07 09.02018(N)    090 35 04.06970(W)     ADJUSTED  
 AU3463* NAVD 88     -         5.8  **(meters)      19.   **(feet)  VERTCON   
 AU3463  **This station is located in a subsidence area (see below).
 AU3463  ___________________________________________________________________
 AU3463  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AU3463  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AU3463
 AU3463  HORZ ORDER  -  THIRD
 AU3463
 AU3463.The horizontal coordinates were established by classical geodetic methods
 AU3463.and adjusted by the National Geodetic Survey in January 1993..
 AU3463
 AU3463 ** The orthometric height has not been validated since last determined
 AU3463 ** by differential leveling and should not be used for control purposes.
 AU3463 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3463 ** area with valid NAVD 88 orthometric heights.
 AU3463 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3463 ** epoch indicated which incorporates improved geoid heights for the
 AU3463 ** Southern Louisiana Subsidence area.
 AU3463 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3463
 AU3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3463
 AU3463.The geoid height was determined by GEOID03.
 AU3463
 AU3463;                    North         East     Units Scale Factor Converg.
 AU3463;SPC LA S     -    68,872.599 1,072,887.804   MT  1.00004319   +0 22 28.0
 AU3463;SPC LA S     -   225,959.52  3,519,966.07   sFT  1.00004319   +0 22 28.0
 AU3463;UTM  15      - 3,223,600.921   735,039.607   MT  1.00028175   +1 10 33.6
 AU3463
 AU3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3463!SPC LA S     -   1.00000288  x   1.00004319  =   1.00004607
 AU3463!UTM  15      -   1.00000288  x   1.00028175  =   1.00028463
 AU3463
 AU3463                          SUPERSEDED SURVEY CONTROL
 AU3463
 AU3463  NAD 83(1986)-  29 07 09.03655(N)    090 35 04.08276(W) AD(       ) 4
 AU3463  NGVD 29 (08/28/92)    5.8    (m)           19.     (f) VERT ANG       
 AU3463
 AU3463.Superseded values are not recommended for survey control.
 AU3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3463.See file dsdata.txt to determine how the superseded data were derived.
 AU3463
 AU3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3504023601(NAD 83)
 AU3463_MARKER: 12 = DOLPHIN
 AU3463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3463
 AU3463  HISTORY     - Date     Condition        Report By
 AU3463  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3463
 AU3463                          STATION DESCRIPTION
 AU3463
 AU3463'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3463'ABOUT 5.18 KM (3.22 MI) NORTHWEST OF THE NORTHWEST END OF TIMBALTER
 AU3463'ISLAND, 15.85 KM (9.85 MI) SOUTH-SOUTHEAST OF COCODRIE, 11.95 KM
 AU3463'(7.45 MI) SOUTH OF LAKE LA GRAISSE ON THE WEST SIDE OF HOUMA NAV
 AU3463'CANAL IN TERREBONNE BAY.  STATION IS CENTER OF GREEN HORIZON
 AU3463'4 SECOND FLASH LIGHT MOUNTED ON A METAL STRUCTURE ABOUT 4 TO 6 FEET
 AU3463'ABOVE WOOD PLATFORM.  WOOD PLATFORM IS SUPPORTED BY THREE PILES WITH
 AU3463'SQUARE-SHAPED GREEN DAYMARK WITH A GREEN REFLECTIVE BORDER MOUNTED
 AU3463'ON ONE SIDE, LIGHT IS LISTED AS 17 FEET ABOVE WATER.  STATION IS
 AU3463'CARRIED IN THE LATEST USCG LIGHT LIST AS NUMBER 3664.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3464 ***********************************************************************
 AU3464  DESIGNATION -  HOUMA NAVIGATIONAL CANAL LT 9
 AU3464  PID         -  AU3464
 AU3464  STATE/COUNTY-  LA/TERREBONNE
 AU3464  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3464
 AU3464                         *CURRENT SURVEY CONTROL
 AU3464  ___________________________________________________________________
 AU3464* NAD 83(1992)-  29 08 38.47499(N)    090 35 39.18496(W)     ADJUSTED  
 AU3464* NAVD 88     -         5.9  **(meters)      19.   **(feet)  VERTCON   
 AU3464  **This station is located in a subsidence area (see below).
 AU3464  ___________________________________________________________________
 AU3464  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AU3464  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AU3464
 AU3464  HORZ ORDER  -  THIRD
 AU3464
 AU3464.The horizontal coordinates were established by classical geodetic methods
 AU3464.and adjusted by the National Geodetic Survey in January 1993..
 AU3464
 AU3464 ** The orthometric height has not been validated since last determined
 AU3464 ** by differential leveling and should not be used for control purposes.
 AU3464 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3464 ** area with valid NAVD 88 orthometric heights.
 AU3464 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3464 ** epoch indicated which incorporates improved geoid heights for the
 AU3464 ** Southern Louisiana Subsidence area.
 AU3464 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3464.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3464
 AU3464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3464
 AU3464.The geoid height was determined by GEOID03.
 AU3464
 AU3464;                    North         East     Units Scale Factor Converg.
 AU3464;SPC LA S     -    71,620.651 1,071,920.667   MT  1.00003668   +0 22 10.4
 AU3464;SPC LA S     -   234,975.42  3,516,793.05   sFT  1.00003668   +0 22 10.4
 AU3464;UTM  15      - 3,226,335.818   734,033.856   MT  1.00027592   +1 10 19.8
 AU3464
 AU3464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3464!SPC LA S     -   1.00000287  x   1.00003668  =   1.00003955
 AU3464!UTM  15      -   1.00000287  x   1.00027592  =   1.00027879
 AU3464
 AU3464                          SUPERSEDED SURVEY CONTROL
 AU3464
 AU3464  NAD 83(1986)-  29 08 38.49147(N)    090 35 39.19769(W) AD(       ) 4
 AU3464  NGVD 29 (08/28/92)    5.9    (m)           19.     (f) VERT ANG       
 AU3464
 AU3464.Superseded values are not recommended for survey control.
 AU3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3464.See file dsdata.txt to determine how the superseded data were derived.
 AU3464
 AU3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3403426336(NAD 83)
 AU3464_MARKER: 12 = DOLPHIN
 AU3464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3464
 AU3464  HISTORY     - Date     Condition        Report By
 AU3464  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3464
 AU3464                          STATION DESCRIPTION
 AU3464
 AU3464'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3464'ABOUT 7.72 KM (4.80 MI) NORTHWEST OF THE NORTHWEST END OF TIMBALIER
 AU3464'ISLAND, 12.80 KM (7.95 MI) SOUTH-SOUTHEAST OF COCORIE, 9.46 KM
 AU3464'(5.87 MI) SOUTH OF LAKE LA GRAISSE ON THE WEST SIDE OF THE HOUMA
 AU3464'NAVIGATIONAL CANAL IN TERREBONE BAY.  STATION IS CENTER OF GREEN
 AU3464'HORIZON, 2.5 SECOND FLASH LIGHT MOUNTED ON WOOD PLATFORM EXTENDING
 AU3464'ABOUT 4 TO 5 FEET ABOVE PLATFORM.  PLATFORM IS SUPPORTED BY A SINGLE
 AU3464'POLE WITH SQUARE GREEN DAYMARK WITH A GREEN REFLECTIVE BORDER
 AU3464'ON ONE SIDE.  LIGHT IS LISTED AS 17 FEET ABOVE WATER.  STATION IS
 AU3464'CARRIED IN THE LATEST USCG LIGHT LIST AS NUMBER 5665.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3160 ***********************************************************************
 AU3160  DESIGNATION -  HOUMA SUGAR REF TALL STACK
 AU3160  PID         -  AU3160
 AU3160  STATE/COUNTY-  LA/TERREBONNE
 AU3160  USGS QUAD   -  HOUMA (1980)
 AU3160
 AU3160                         *CURRENT SURVEY CONTROL
 AU3160  ___________________________________________________________________
 AU3160* NAD 83(1992)-  29 35 15.13809(N)    090 44 16.97671(W)     ADJUSTED  
 AU3160* NAVD 88     -                                                        
 AU3160  **This station is located in a subsidence area (see below).
 AU3160  ___________________________________________________________________
 AU3160  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3160  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AU3160
 AU3160  HORZ ORDER  -  THIRD
 AU3160
 AU3160.The horizontal coordinates were established by classical geodetic methods
 AU3160.and adjusted by the National Geodetic Survey in January 1993..
 AU3160
 AU3160 ** The orthometric height has not been validated since last determined
 AU3160 ** by differential leveling and should not be used for control purposes.
 AU3160 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3160 ** area with valid NAVD 88 orthometric heights.
 AU3160 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3160 ** epoch indicated which incorporates improved geoid heights for the
 AU3160 ** Southern Louisiana Subsidence area.
 AU3160 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3160
 AU3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3160
 AU3160.The geoid height was determined by GEOID03.
 AU3160
 AU3160;                    North         East     Units Scale Factor Converg.
 AU3160;SPC LA S     -   120,698.258 1,057,669.742   MT  0.99995159   +0 17 51.5
 AU3160;SPC LA S     -   395,990.87  3,470,038.15   sFT  0.99995159   +0 17 51.5
 AU3160;UTM  15      - 3,275,218.672   719,085.810   MT  1.00019228   +1 07 02.2
 AU3160
 AU3160                          SUPERSEDED SURVEY CONTROL
 AU3160
 AU3160  NAD 83(1986)-  29 35 15.16172(N)    090 44 16.98608(W) AD(       ) 4
 AU3160  NAD 27      -  29 35 14.39461(N)    090 44 16.63607(W) AD(       ) 3
 AU3160
 AU3160.Superseded values are not recommended for survey control.
 AU3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3160.See file dsdata.txt to determine how the superseded data were derived.
 AU3160
 AU3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1908675219(NAD 83)
 AU3160_MARKER: 63 = STACK
 AU3160
 AU3160  HISTORY     - Date     Condition        Report By
 AU3160  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3160
 AU3160                          STATION DESCRIPTION
 AU3160
 AU3160'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0861 ***********************************************************************
 AV0861  DESIGNATION -  HOUSE
 AV0861  PID         -  AV0861
 AV0861  STATE/COUNTY-  LA/CAMERON
 AV0861  USGS QUAD   -  PEVETO BEACH (1982)
 AV0861
 AV0861                         *CURRENT SURVEY CONTROL
 AV0861  ___________________________________________________________________
 AV0861* NAD 83(1992)-  29 50 04.99150(N)    093 34 41.22245(W)     ADJUSTED  
 AV0861* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0861  **This station is located in a subsidence area (see below).
 AV0861  ___________________________________________________________________
 AV0861  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AV0861  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AV0861
 AV0861  HORZ ORDER  -  THIRD
 AV0861
 AV0861.The horizontal coordinates were established by classical geodetic methods
 AV0861.and adjusted by the National Geodetic Survey in January 1993..
 AV0861
 AV0861 ** The orthometric height has not been validated since last determined
 AV0861 ** by differential leveling and should not be used for control purposes.
 AV0861 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0861 ** area with valid NAVD 88 orthometric heights.
 AV0861 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0861 ** epoch indicated which incorporates improved geoid heights for the
 AV0861 ** Southern Louisiana Subsidence area.
 AV0861 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0861.The orthometric height was scaled from a topographic map.
 AV0861
 AV0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0861
 AV0861.The geoid height was determined by GEOID03.
 AV0861
 AV0861;                    North         East     Units Scale Factor Converg.
 AV0861;SPC LA S     -   150,071.060   783,080.208   MT  0.99992992   -1 07 20.7
 AV0861;SPC LA S     -   492,358.14  2,569,155.65   sFT  0.99992992   -1 07 20.7
 AV0861;UTM  15      - 3,300,611.387   444,149.273   MT  0.99963849   -0 17 15.4
 AV0861
 AV0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0861!SPC LA S     -   1.00000393  x   0.99992992  =   0.99993385
 AV0861!UTM  15      -   1.00000393  x   0.99963849  =   0.99964242
 AV0861
 AV0861:                Primary Azimuth Mark                     Grid Az
 AV0861:SPC LA S     -  CLUB                                     044 51 17.6
 AV0861:UTM  15      -  CLUB                                     044 01 12.3
 AV0861
 AV0861|---------------------------------------------------------------------|
 AV0861| PID    Reference Object                     Distance      Geod. Az  |
 AV0861|                                                           dddmmss.s |
 AV0861| AV0851 CLUB                                APPROX. 6.7 KM 0434356.9 |
 AV0861| CV9903 HOUSE RM                             28.956 METERS 16851     |
 AV0861|---------------------------------------------------------------------|
 AV0861
 AV0861                          SUPERSEDED SURVEY CONTROL
 AV0861
 AV0861  NAD 83(1986)-  29 50 05.01508(N)    093 34 41.20677(W) AD(       ) 3
 AV0861  NAD 27      -  29 50 04.23000(N)    093 34 40.63000(W) AD(       ) 3
 AV0861
 AV0861.Superseded values are not recommended for survey control.
 AV0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0861.See file dsdata.txt to determine how the superseded data were derived.
 AV0861
 AV0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4414900611(NAD 83)
 AV0861_MARKER: DD = SURVEY DISK
 AV0861_SETTING: 0 = UNSPECIFIED SETTING
 AV0861
 AV0861  HISTORY     - Date     Condition        Report By
 AV0861  HISTORY     - 1933     MONUMENTED       USGS
 AV0861
 AV0861                          STATION DESCRIPTION
 AV0861
 AV0861'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0861'ABOUT 3.5 MILES E ALONG STARKS CANAL FROM MAGNOLIA OIL FIELDS
 AV0861'IN THE MARSH AND AT ANGLE IN THIS (STARKS S CANAL) TO S AND
 AV0861'W ABOUT 4 MILES SW OF STARKS CLUBHOUSE.  ON THE E SIDE OF
 AV0861'AND ON SPOIL BANK OF CANAL TO S, 70 FEET S OF CAMP HOUSE WHICH
 AV0861'IS IN THE ANGLE OF CANAL.
 AV0861'
 AV0861'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0861'HOUSE 1933.
 AV0861'
 AV0861'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0861'TABLET AND IS 95 FEET S OF STATION MARK.  S 11 DEG 09 MIN E.
 AV0861'
 AV0861'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.
 AV0861'
 AV0861'INSTRUMENT ELEVATED 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0882 ***********************************************************************
 AV0882  DESIGNATION -  HOUSE NORTH CHIMNEY
 AV0882  PID         -  AV0882
 AV0882  STATE/COUNTY-  LA/CAMERON
 AV0882  USGS QUAD   -  GREENS BAYOU (1982)
 AV0882
 AV0882                         *CURRENT SURVEY CONTROL
 AV0882  ___________________________________________________________________
 AV0882* NAD 83(1992)-  29 56 56.01458(N)    093 44 37.20931(W)     ADJUSTED  
 AV0882* NAVD 88     -                                                        
 AV0882  ___________________________________________________________________
 AV0882  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0882  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AV0882
 AV0882  HORZ ORDER  -  THIRD
 AV0882
 AV0882.The horizontal coordinates were established by classical geodetic methods
 AV0882.and adjusted by the National Geodetic Survey in February 1996..
 AV0882
 AV0882
 AV0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0882
 AV0882.The geoid height was determined by GEOID03.
 AV0882
 AV0882;                    North         East     Units Scale Factor Converg.
 AV0882;SPC LA S     -   163,048.452   767,350.920   MT  0.99992615   -1 12 18.7
 AV0882;SPC LA S     -   534,934.80  2,517,550.48   sFT  0.99992615   -1 12 18.7
 AV0882;SPC TXSC     - 4,245,864.304 1,107,212.322   MT  0.99992049   +2 34 30.5
 AV0882;SPC TXSC     -13,929,973.14  3,632,579.09   sFT  0.99992049   +2 34 30.5
 AV0882;SPC TX C     - 3,050,124.671 1,335,796.892   MT  1.00004901   +3 23 38.6
 AV0882;SPC TX C     -10,006,950.69  4,382,526.97   sFT  1.00004901   +3 23 38.6
 AV0882;UTM  15      - 3,313,354.808   428,237.080   MT  0.99966354   -0 22 16.6
 AV0882
 AV0882                          SUPERSEDED SURVEY CONTROL
 AV0882
 AV0882  NAD 83(1992)-  29 56 56.01438(N)    093 44 37.20935(W) AD(       ) 4
 AV0882  NAD 83(1986)-  29 56 56.03479(N)    093 44 37.19502(W) AD(       ) 4
 AV0882  NAD 27      -  29 56 55.26200(N)    093 44 36.59300(W) AD(       ) 3
 AV0882
 AV0882.Superseded values are not recommended for survey control.
 AV0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0882.See file dsdata.txt to determine how the superseded data were derived.
 AV0882
 AV0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2823713355(NAD 83)
 AV0882_MARKER: 85 = CHIMNEY
 AV0882
 AV0882  HISTORY     - Date     Condition        Report By
 AV0882  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0882
 AV0882                          STATION DESCRIPTION
 AV0882
 AV0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0882'STATION IS THE N CHIMNEY OF SMALL WOODEN FRAME HOUSE, LOCATED
 AV0882'ON A FARM WELL SURROUNDED WITH STOCK PENS, ON LINE AND ABOUT
 AV0882'HALF WAY BETWEEN STATIONS MAC AND BLACK.  STATION WAS NOT
 AV0882'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4398 ***********************************************************************
 BJ4398  DESIGNATION -  HOUSTON NEW ORLEANS AWY BCN 28
 BJ4398  PID         -  BJ4398
 BJ4398  STATE/COUNTY-  LA/ST JAMES
 BJ4398  USGS QUAD   -  LUTCHER (1994)
 BJ4398
 BJ4398                         *CURRENT SURVEY CONTROL
 BJ4398  ___________________________________________________________________
 BJ4398* NAD 83(1992)-  30 04 36.32046(N)    090 42 17.34851(W)     ADJUSTED  
 BJ4398* NAVD 88     -                                                        
 BJ4398  **This station is located in a subsidence area (see below).
 BJ4398  ___________________________________________________________________
 BJ4398  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4398  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BJ4398
 BJ4398  HORZ ORDER  -  THIRD
 BJ4398
 BJ4398.The horizontal coordinates were established by classical geodetic methods
 BJ4398.and adjusted by the National Geodetic Survey in January 1993..
 BJ4398
 BJ4398 ** The orthometric height has not been validated since last determined
 BJ4398 ** by differential leveling and should not be used for control purposes.
 BJ4398 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4398 ** area with valid NAVD 88 orthometric heights.
 BJ4398 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4398 ** epoch indicated which incorporates improved geoid heights for the
 BJ4398 ** Southern Louisiana Subsidence area.
 BJ4398 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4398
 BJ4398.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4398
 BJ4398.The geoid height was determined by GEOID03.
 BJ4398
 BJ4398;                    North         East     Units Scale Factor Converg.
 BJ4398;SPC LA S     -   174,940.559 1,060,591.534   MT  0.99992662   +0 18 51.4
 BJ4398;SPC LA S     -   573,950.82  3,479,624.06   sFT  0.99992662   +0 18 51.4
 BJ4398;UTM  15      - 3,329,511.916   721,224.005   MT  1.00020384   +1 09 02.6
 BJ4398
 BJ4398                          SUPERSEDED SURVEY CONTROL
 BJ4398
 BJ4398  NAD 83(1986)-  30 04 36.33802(N)    090 42 17.35058(W) AD(       ) 4
 BJ4398  NAD 27      -  30 04 35.61578(N)    090 42 17.02371(W) AD(       ) 3
 BJ4398
 BJ4398.Superseded values are not recommended for survey control.
 BJ4398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4398.See file dsdata.txt to determine how the superseded data were derived.
 BJ4398
 BJ4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2122429512(NAD 83)
 BJ4398_MARKER: 22 = AIRWAY BEACON
 BJ4398
 BJ4398  HISTORY     - Date     Condition        Report By
 BJ4398  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4398  HISTORY     - 1955     GOOD             CGS
 BJ4398
 BJ4398                          STATION DESCRIPTION
 BJ4398
 BJ4398'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4398'THE STATION IS LOCATED AT GRAMERCY STATION, 2 MI. N OF GRAMERCY,
 BJ4398'AT THE INTERSECTION OF AIRLINE HIGHWAY AND STATE ROAD 1986.
 BJ4398'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A REVOLVING
 BJ4398'LIGHT ON ITS TOP.  IT IS ABOUT 65 FT. HIGH.
 BJ4398'
 BJ4398'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1647 ***********************************************************************
 CP1647  DESIGNATION -  HOVEY
 CP1647  PID         -  CP1647
 CP1647  STATE/COUNTY-  LA/TENSAS
 CP1647  USGS QUAD   -  SOMERSET (1994)
 CP1647
 CP1647                         *CURRENT SURVEY CONTROL
 CP1647  ___________________________________________________________________
 CP1647* NAD 83(1992)-  32 10 49.17976(N)    091 13 59.46296(W)     ADJUSTED  
 CP1647* NAVD 88     -        25.58   (+/-2cm)      83.9    (feet)  VERTCON   
 CP1647  ___________________________________________________________________
 CP1647  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CP1647  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1647
 CP1647  HORZ ORDER  -  FIRST
 CP1647  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1647
 CP1647.The horizontal coordinates were established by classical geodetic methods
 CP1647.and adjusted by the National Geodetic Survey in May 1994..
 CP1647
 CP1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1647.The vertical order pertains to the NGVD 29 superseded value.
 CP1647
 CP1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1647
 CP1647.The geoid height was determined by GEOID03.
 CP1647
 CP1647;                    North         East     Units Scale Factor Converg.
 CP1647;SPC LA N     -   187,005.291 1,119,458.876   MT  0.99992520   +0 40 11.2
 CP1647;SPC LA N     -   613,533.19  3,672,758.00   sFT  0.99992520   +0 40 11.2
 CP1647;UTM  15      - 3,561,792.012   666,569.262   MT  0.99994217   +0 56 28.3
 CP1647
 CP1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1647!SPC LA N     -   1.00000013  x   0.99992520  =   0.99992533
 CP1647!UTM  15      -   1.00000013  x   0.99994217  =   0.99994230
 CP1647
 CP1647|---------------------------------------------------------------------|
 CP1647| PID    Reference Object                     Distance      Geod. Az  |
 CP1647|                                                           dddmmss.s |
 CP1647| CY4706 HOVEY RM 1                           25.480 METERS 01354     |
 CP1647| CY4707 HOVEY RM 2                           25.055 METERS 14246     |
 CP1647| CY3420 54V6                                               1671941.5 |
 CP1647| CP1646 HOVEY RM 3                           23.518 METERS 16900     |
 CP1647| CP1648 HOVEY RM 4                           21.559 METERS 24015     |
 CP1647|---------------------------------------------------------------------|
 CP1647
 CP1647                          SUPERSEDED SURVEY CONTROL
 CP1647
 CP1647  NAD 83(1992)-  32 10 49.18669(N)    091 13 59.46140(W) AD(       ) 1
 CP1647  NAD 83(1986)-  32 10 49.19090(N)    091 13 59.45983(W) AD(       ) 1
 CP1647  NAD 27      -  32 10 48.64516(N)    091 13 59.05530(W) AD(       ) 1
 CP1647  NGVD 29 (??/??/92)   25.603  (m)           84.00   (f) ADJ UNCH    2 1
 CP1647
 CP1647.Superseded values are not recommended for survey control.
 CP1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1647.See file dsdata.txt to determine how the superseded data were derived.
 CP1647
 CP1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6656961792(NAD 83)
 CP1647_MARKER: DS = TRIANGULATION STATION DISK
 CP1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1647_STAMPING: HOVEY 1971
 CP1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1647+STABILITY: SURFACE MOTION
 CP1647
 CP1647  HISTORY     - Date     Condition        Report By
 CP1647  HISTORY     - 1971     MONUMENTED       NGS
 CP1647  HISTORY     - 1972     GOOD             NGS
 CP1647  HISTORY     - 1974     GOOD             NGS
 CP1647  HISTORY     - 1974     GOOD             LADTD
 CP1647  HISTORY     - 20050318 GOOD             USPSQD
 CP1647
 CP1647                          STATION DESCRIPTION
 CP1647
 CP1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP1647'THE STATION IS ABOUT 15.5 MILES SOUTH-SOUTHWEST OF TALLULAH, 7.5
 CP1647'MILES NORTH OF NEWELLTON, IN SECTION 30, T 14 N, R 12 E, AND ON
 CP1647'STATE HIGHWAY RIGHT OF WAY.
 CP1647'
 CP1647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CP1647'65 IN TALLULAH, AT THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE,
 CP1647'GO SOUTH ON U.S. HIGHWAY 65 FOR 4.05 MILES TO THE JUNCTION OF
 CP1647'STATE HIGHWAY 603 ON THE LEFT, CONTINUE SOUTH ON U.S. HIGHWAY 65
 CP1647'FOR 8.75 MILES TO THE JUNCTION OF STATE HIGHWAY 603 ON THE LEFT,
 CP1647'CONTINUE SOUTH ON U.S. HIGHWAY 65 FOR 4.0 MILES TO THE JUNCTION
 CP1647'OF STATE HIGHWAY 898 AND THE STATION ON THE RIGHT.
 CP1647'
 CP1647'STATION MARKS ARE STANDARD DISKS STAMPED HOVEY 1971.  THE SURFACE
 CP1647'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP1647'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET SOUTH OF
 CP1647'THE CENTER OF STATE HIGHWAY 898, 75 FEET WEST OF THE CENTER OF
 CP1647'U.S. HIGHWAY 65, 44 FEET EAST OF A 40-INCH OAK TREE, 43 FEET
 CP1647'SOUTH OF THE HOVEY HISTORICAL MARKER, AND 30.5 FEET NORTH OF A
 CP1647'METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CP1647'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP1647'SURFACE.
 CP1647'
 CP1647'REFERENCE MARK 1, A STANDARD DISK STAMPED HOVEY NO 1 1971, IS
 CP1647'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP1647'FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET WEST OF THE CENTER
 CP1647'OF U.S. HIGHWAY 65, 41.5 FEET NORTH OF HOVEY HISTORICAL SIGN, AND
 CP1647'19 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 898.
 CP1647'
 CP1647'REFERENCE MARK 2, A STANDARD DISK STAMPED HOVEY NO 2 1971, IS
 CP1647'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP1647'FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET EAST OF A FENCE
 CP1647'LINE, AND 25 FEET WEST OF THE CENTER OF U.S. HIGHWAY 65.
 CP1647'
 CP1647'THE AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP1647'BENCH MARK DISK STAMPED 54V6 1970, IS SET IN THE TOP OF A 12-INCH
 CP1647'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE
 CP1647'GROUND SURFACE.  IT IS 152 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 CP1647'65, 10 FEET WEST OF A POWERLINE POLE, 1 FOOT WEST OF A FENCE
 CP1647'LINE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 CP1647'
 CP1647'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CP1647'U.S. HIGHWAY 65 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CP1647'
 CP1647'THE AZIMUTH MARK IS 1.15 MILE SOUTH-SOUTHEAST OF THE STATION
 CP1647'AT THE JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY 605.  IT
 CP1647'IS 152 FEET EAST OF THE CENTER OF U.S. HIGHWAY 65, 131 FEET
 CP1647'NORTHEAST OF THE SOMERSET PLANTATION HISTORICAL MARKER, 10 FEET
 CP1647'WEST OF A POWER POLE, 1 FOOT WEST OF A FENCE LINE AND 1 FOOT EAST
 CP1647'OF A METAL WITNESS POST.  IT IS LOUISIANA DEPARTMENT OF HIGHWAYS
 CP1647'BENCH MARK DISK STAMPED 54V6 1970 SET IN THE TOP OF A 12-INCH
 CP1647'ROUND CONCRETE POST PROJECTING 5 INCHES.
 CP1647'
 CP1647'TO REACH THE STATION FROM THE POST OFFICE IN NEWELLTON, GO NORTH
 CP1647'ON MAIN STREET FOR 1 BLOCK, TURN WEST, LEFT AND GO WEST ON STATE
 CP1647'HIGHWAY 4 FOR 1.3 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 CP1647'65.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 65 FOR 6.85 MILE TO
 CP1647'THE JUNCTION WITH STATE HIGHWAY 605 AND THE AZIMUTH MARK ON THE
 CP1647'RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 65 FOR 1.15 MILE TO THE
 CP1647'JUNCTION WITH STATE HIGHWAY 898 AND THE STATION ON THE LEFT.
 CP1647'
 CP1647'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 CP1647
 CP1647                          STATION RECOVERY (1972)
 CP1647
 CP1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CP1647'THE STATION WAS VISITED 9-14-72 AND THE STATION MARK, THE AZIMUTH
 CP1647'MARK 54V6 (LA. DEPT. HY) BENCH MARK AND REFERENCE MARK NO. 2 WERE
 CP1647'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED WHEN
 CP1647'THE SHOULDER OF THE HIGHWAY WAS REPAIRED, THE MARK WAS SET ONLY
 CP1647'7.5 FEET FROM THE EDGE OF THE PAVEMENT.  REFERENCE MARK NO. 2
 CP1647'WILL NO DOUBT BE DESTROYED SINCE IT IS SET 14 FEET WEST OF THE
 CP1647'EDGE OF THE PAVEMENT IN THE SHOULDER OF THE U.S. HIGHWAY 65.
 CP1647'REFERENCE MARK NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.  A
 CP1647'NEW DESCRIPTION FOLLOWS--
 CP1647'
 CP1647'THE STATION IS LOCATED ABOUT 15.5 MILES SOUTH OF TALLULAH, 7.5
 CP1647'MILES NORTH OF NEWELLTON AT THE JUNCTION OF STATE HIGHWAY 898 AND
 CP1647'U.S. HIGHWAY 65, AT THE HISTORICAL SITE OF HOVEY CUTS A ROAD, IN
 CP1647'SEC. 30, T 14N, R R 12,E., ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 CP1647'65.  IT IS 93 FEET EAST OF THE CENTER OF STATE HIGHWAY 898, 74
 CP1647'FEET WEST OF THE CENTER OF U.S. HIGHWAY 65, 43 FEET EAST OF A
 CP1647'3-FOOT PECAN TREE, 43 FEET SOUTH OF HISTORICAL MARKER (HOVEY
 CP1647'CUTS A ROAD) 32 FEET NORTH OF A FENCE CORNER, 81 FEET NORTHEAST
 CP1647'OF A FENCE CORNER AND 30 FEET NORTH OF A FENCE LINE AND METAL
 CP1647'WITNESS POST.
 CP1647'
 CP1647'IT IS A STANDZRD STATION MARK DISK STAMPED HOVEY 1971, FLUSH WITH
 CP1647'THE GROUND.
 CP1647'
 CP1647'REFERENCE MARK NO. 2 IS 82.20 FEET SOUTHEAST OF THE STATION,
 CP1647'26 FEET WEST OF THE CENTER OF U.S. HIGHWAY 26, 14 FEET WEST OF
 CP1647'THE WEST EDGE OF THE CONCRETE PAVEMENT, 36 FEET EAST OF A
 CP1647'RIGHT-OF-WAY FENCE LINE, 40 FEET SOUTHEAST OF A FENCE CORNER AND
 CP1647'110 FEET SOUTH-SOUTHEAST OF THE HISTORICAL MARKER.  IT IS A
 CP1647'REFERENCE MARK DISK STAMPED HOVEY NO 2 1971, FLUSH WITH THE
 CP1647'GROUND.
 CP1647'
 CP1647'REFERENCE MARK NO. 3 IS 77.16 FEET SOUTH OF THE STATION.  IT IS
 CP1647'61 FEET WEST OF THE CENTER OF U.S. HIGHWAY 65, 46 FEET SOUTH OF
 CP1647'A FENCE CORNER, 115 FEET SOUTH OF THE HISTORICAL MARKER, 1 FOOT
 CP1647'EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT WEST OF A METAL
 CP1647'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED HOVEY 1971
 CP1647'NO 3 1972, PROJECTING 4 INCHES
 CP1647'
 CP1647'REFERENCE MARK NO. 4 IS 70.73 FEET SOUTHWEST OF THE STATION.  IT
 CP1647'IS 49 FEET EAST OF THE CENTER OF STATE HIGHWAY 898, 10 FEET EAST
 CP1647'OF A FENCE CORNER, 2 FEET WEST OF THE WEST END OF A WIRE GATE
 CP1647'INTO THE PECAN ORCHARD, 46 FEET SOUTH OF A 3-FOOT PECAN TREE,
 CP1647'26 FEET NORTHWEST OF A FORKED 2-FOOT PECAN TREE AND 1 FOOT SOUTH
 CP1647'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 CP1647'HOVEY 1971 NO 4 1972, PROJECTING 4 INCHES.
 CP1647'
 CP1647'THE AZIMUTH MARK IS 1.15 MILE SOUTH-SOUTHEAST OF THE STATION
 CP1647'AT THE JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY 605.  IT IS
 CP1647'152 FEET EAST OF THE CENTER OF U.S. HIGHWAY 65, 131 FEET NORTHEAST
 CP1647'OF THE SOMERSET PLANTATION HISTORICAL MARKER, 10 FEET WEST OF A
 CP1647'POWER POLE, 1 FOOT WEST OF A FENCE LINE AND 1 FOOT EAST OF A
 CP1647'METAL WITNESS POST.  IT IS LOUISIANA DEPARTMENT OF HIGHWAYS
 CP1647'BENCH MARK DISK STAMPED 54V6 1970 SET IN THE TOP OF A 12-INCH
 CP1647'ROUND CONCRETE POST PROJECTING 5 INCHES.
 CP1647'
 CP1647'TO REACH THE STATION FROM THE POST OFFICE IN NEWELLTON, GO NORTH
 CP1647'ON MIAN STREET FOR 1 BLOCK, TURN WEST, LEFT AND GO WEST ON STATE
 CP1647'HIGHWAY 4 FOR 1.3 MILES TO THE JUNCTION WITH U.S. HIGHWAY 65.  TURN
 CP1647'RIGHT AND GO NORTH ON U.S. HIGHWAY 65 FOR 6.85 MILE TO THE
 CP1647'JUNCTION WITH STATE HIGHWAY 605 AND THE AZIMUTH MARK ON THE
 CP1647'RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 65 FOR 1.15 MILE TO THE
 CP1647'JUNCTION WITH STATE HIGHWAY 898 AND THE STATION ON THE LEFT.
 CP1647'
 CP1647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP1647'7.5 MILES NORTH OF NEWELLTON.
 CP1647
 CP1647                          STATION RECOVERY (1974)
 CP1647
 CP1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PHA)
 CP1647'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 CP1647'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CP1647'
 CP1647'TO REACH THE STATION FROM THE NEWELLTON HIGH SCHOOL IN NEWELLTON
 CP1647'GO ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 TO THE
 CP1647'INTERSECTION OF LOUISIANA HIGHWAY 4 AND U.S. HIGHWAY 65.  THENCE
 CP1647'ABOUT 7.95 MILES NORTH ALONG U.S. HIGHWAY 65.  THE STATION IS SET
 CP1647'ON THE LEFT AND WEST OF THE HIGHWAY NEAR THE INTERSECTION OF
 CP1647'U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 898.
 CP1647'
 CP1647'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON
 CP1647'U.S. HIGHWAY 65 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CP1647'
 CP1647'THE STATION MARK IS A STANDARD DISK STAMPED HOVEY 1971.  IT IS
 CP1647'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET
 CP1647'FLUSH WITH THE GROUND.  IT IS 74.8 FEET WEST OF THE CENTERLINE OF
 CP1647'U.S. HIGHWAY 65, 98.0 FEET EAST OF THE CENTERLINE OF LOUISIANA
 CP1647'HIGHWAY 898, 42.8 FEET SOUTHWEST OF THE HOVEY HISTORICAL MARKER,
 CP1647'43.0 FEET EAST OF A 48-INCH PECAN TREE, 29.5 FEET NORTH OF A
 CP1647'FENCE, AND 1.2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 CP1647'
 CP1647'REFERENCE MARK 3 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 CP1647'MARK DISK STAMPED HOVEY NO 3 1970 1972.  IT IS SET IN THE TOP OF
 CP1647'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 CP1647'ABOVE THE GROUND.  IT IS 60.5 FEET WEST OF THE CENTERLINE OF
 CP1647'U.S. HIGHWAY 65, 183.5 FEET SOUTH OF THE INTERSECTION OF THE
 CP1647'CENTERLINES OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 898, 1.7
 CP1647'FEET EAST OF A FENCE, 46.9 FEET SOUTH OF A FENCE CORNER, AND
 CP1647'0.5 FOOT EAST OF A METAL WITNESS POST AND SIGN.
 CP1647'
 CP1647'REFERENCE MARK 4 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 CP1647'MARK DISK STAMPED HOVEY NO 4 1970 1972.  IT IS SET IN THE TOP OF
 CP1647'A 8-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CP1647'ABOVE THE GROUND.  IT IS 137.2 FEET WEST OF THE CENTERLINE OF
 CP1647'U.S. HIGHWAY 65, 48.6 FEET EAST OF THE CENTERLINE OF LOUISIANA
 CP1647'HIGHWAY 898, 0.8 FOOT NORTH OF A FENCE, 10.5 FEET EAST OF A
 CP1647'FENCE CORNER, AND 0.5 FOOT SOUTH OF A METAL WITNESS POST AND
 CP1647'SIGN.
 CP1647'
 CP1647'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP1647'AND U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED 54V6
 CP1647'1970.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP1647'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 146.0
 CP1647'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 300.0 FEET NORTH
 CP1647'OF THE CENTERLINE OF LOUISIANA HIGHWAY 605, 11.0 FEET NORTHWEST
 CP1647'OF A POWER POLE, 1.0 FOOT WEST OF A FENCE, AND 1.0 FOOT EAST OF
 CP1647'A METAL WITNESS POST AND SIGN.
 CP1647'
 CP1647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP1647'7.3 MILES NORTH OF NEWELLTON.
 CP1647
 CP1647                          STATION RECOVERY (1974)
 CP1647
 CP1647'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 CP1647'8.80 MI N FROM NEWELLTON.
 CP1647'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1647'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1647'U.S. HIGHWAY 65.  THENCE ABOUT 7.95 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1647'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 898. IT
 CP1647'IS 74.8 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 98.0 FEET EAST
 CP1647'OF THE CENTERLINE OF LOUISIANA HIGHWAY 898, 119.5 FEET SOUTHWEST OF
 CP1647'THE INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1647'HIGHWAY 898, 42.8 FEET SOUTHWEST OF THE HOVEY HISTORICAL MARKER, 43.0
 CP1647'FEET EAST OF A 48-INCH PECAN TREE, 29.5 FEET NORTH OF A FENCE. SET IN
 CP1647'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. A STEEL WITNESS POST
 CP1647'IS SET 1.2 FEET NORTH OF THE MARK. SECTION 30, T 14N, R 12E.
 CP1647
 CP1647                          STATION RECOVERY (2005)
 CP1647
 CP1647'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1646 ***********************************************************************
 CP1646  DESIGNATION -  HOVEY RM 3
 CP1646  PID         -  CP1646
 CP1646  STATE/COUNTY-  LA/TENSAS
 CP1646  USGS QUAD   -  SOMERSET (1994)
 CP1646
 CP1646                         *CURRENT SURVEY CONTROL
 CP1646  ___________________________________________________________________
 CP1646* NAD 83(1986)-  32 10 50.     (N)    091 13 59.     (W)     SCALED    
 CP1646* NAVD 88     -        25.76   (+/-2cm)      84.5    (feet)  VERTCON   
 CP1646  ___________________________________________________________________
 CP1646  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1646
 CP1646  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1646
 CP1646.The horizontal coordinates were scaled from a topographic map and have
 CP1646.an estimated accuracy of +/- 6 seconds.
 CP1646
 CP1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1646.The vertical order pertains to the NGVD 29 superseded value.
 CP1646
 CP1646.The geoid height was determined by GEOID03.
 CP1646
 CP1646;                    North         East    Units  Estimated Accuracy
 CP1646;SPC LA N     -   187,030.    1,119,470.      MT  (+/- 180 meters Scaled)
 CP1646
 CP1646                          SUPERSEDED SURVEY CONTROL
 CP1646
 CP1646  NGVD 29 (??/??/92)   25.780  (m)           84.58   (f) ADJ UNCH    2 1
 CP1646
 CP1646.Superseded values are not recommended for survey control.
 CP1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1646.See file dsdata.txt to determine how the superseded data were derived.
 CP1646
 CP1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR665618(NAD 83)
 CP1646_MARKER: DR = REFERENCE MARK DISK
 CP1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1646_STAMPING: HOVEY NO 3 1970 1972
 CP1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1646+STABILITY: SURFACE MOTION
 CP1646
 CP1646  HISTORY     - Date     Condition        Report By
 CP1646  HISTORY     - 1972     MONUMENTED       NGS
 CP1646  HISTORY     - 1974     GOOD             LADTD
 CP1646  HISTORY     - 20050318 GOOD             USPSQD
 CP1646
 CP1646                          STATION DESCRIPTION
 CP1646
 CP1646'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1646'8.80 MI N FROM NEWELLTON.
 CP1646'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1646'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1646'U.S. HIGHWAY 65.  THENCE ABOUT 7.95 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1646'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 898. IT
 CP1646'IS 60.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 183.5 FEET
 CP1646'SOUTH OF THE INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 65 AND
 CP1646'LOUISIANA HIGHWAY 898, 1.7 FEET EAST OF A BARBED WIRE FENCE, 46.9 FEET
 CP1646'SOUTH OF A FENCE CORNER.  SET IN TOP OF A CONCRETE POST PROJECTING 3
 CP1646'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 0.5 FOOT WEST OF
 CP1646'THE MARK.  SECTION 30, T 14N, R 12E.
 CP1646
 CP1646                          STATION RECOVERY (2005)
 CP1646
 CP1646'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1648 ***********************************************************************
 CP1648  DESIGNATION -  HOVEY RM 4
 CP1648  PID         -  CP1648
 CP1648  STATE/COUNTY-  LA/TENSAS
 CP1648  USGS QUAD   -  SOMERSET (1994)
 CP1648
 CP1648                         *CURRENT SURVEY CONTROL
 CP1648  ___________________________________________________________________
 CP1648* NAD 83(1986)-  32 10 50.     (N)    091 13 59.     (W)     SCALED    
 CP1648* NAVD 88     -        25.67   (+/-2cm)      84.2    (feet)  VERTCON   
 CP1648  ___________________________________________________________________
 CP1648  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1648
 CP1648  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1648
 CP1648.The horizontal coordinates were scaled from a topographic map and have
 CP1648.an estimated accuracy of +/- 6 seconds.
 CP1648
 CP1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1648.The vertical order pertains to the NGVD 29 superseded value.
 CP1648
 CP1648.The geoid height was determined by GEOID03.
 CP1648
 CP1648;                    North         East    Units  Estimated Accuracy
 CP1648;SPC LA N     -   187,030.    1,119,470.      MT  (+/- 180 meters Scaled)
 CP1648
 CP1648                          SUPERSEDED SURVEY CONTROL
 CP1648
 CP1648  NGVD 29 (??/??/92)   25.691  (m)           84.29   (f) ADJ UNCH    2 1
 CP1648
 CP1648.Superseded values are not recommended for survey control.
 CP1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1648.See file dsdata.txt to determine how the superseded data were derived.
 CP1648
 CP1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR665618(NAD 83)
 CP1648_MARKER: DR = REFERENCE MARK DISK
 CP1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1648_STAMPING: HOVEY NO 4 1970 1972
 CP1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1648+STABILITY: SURFACE MOTION
 CP1648
 CP1648  HISTORY     - Date     Condition        Report By
 CP1648  HISTORY     - 1972     MONUMENTED       NGS
 CP1648  HISTORY     - 1974     GOOD             LADTD
 CP1648  HISTORY     - 20050318 GOOD             USPSQD
 CP1648
 CP1648                          STATION DESCRIPTION
 CP1648
 CP1648'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1648'8.80 MI N FROM NEWELLTON.
 CP1648'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1648'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1648'U.S. HIGHWAY 65.  THENCE ABOUT 7.95 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1648'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 898. IT
 CP1648'IS 137.2 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 48.6 FEET
 CP1648'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 898, 185.0 FEET SOUTHWEST
 CP1648'OF THE INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 65 AND
 CP1648'LOUISIANA HIGHWAY 898, 0.8 FOOT NORTH OF A COMBINATION MESH AND BARBED
 CP1648'WIRE FENCE, 10.5 FEET EAST OF A FENCE CORNER, 89.6 FEET NORTHWEST OF
 CP1648'HOVEY R.M.3.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP1648'THE GROUND.  A STEEL WITNESS POST IS SET 0.5 FOOT NORTH OF THE MARK.
 CP1648'SECTON 30, T 14N, R 12E.
 CP1648
 CP1648                          STATION RECOVERY (2005)
 CP1648
 CP1648'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1464 ***********************************************************************
 CQ1464  DESIGNATION -  HOWARD BOLT
 CQ1464  PID         -  CQ1464
 CQ1464  STATE/COUNTY-  LA/RED RIVER
 CQ1464  USGS QUAD   -  EAST POINT (1979)
 CQ1464
 CQ1464                         *CURRENT SURVEY CONTROL
 CQ1464  ___________________________________________________________________
 CQ1464* NAD 83(1986)-  32 13 34.     (N)    093 29 02.     (W)     SCALED    
 CQ1464* NAVD 88     -        42.75   (+/-2cm)     140.3    (feet)  VERTCON   
 CQ1464  ___________________________________________________________________
 CQ1464  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1464
 CQ1464  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1464
 CQ1464.The horizontal coordinates were scaled from a topographic map and have
 CQ1464.an estimated accuracy of +/- 6 seconds.
 CQ1464
 CQ1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1464.The vertical order pertains to the NGVD 29 superseded value.
 CQ1464
 CQ1464.The geoid height was determined by GEOID03.
 CQ1464
 CQ1464;                    North         East    Units  Estimated Accuracy
 CQ1464;SPC LA N     -   191,810.      907,270.      MT  (+/- 180 meters Scaled)
 CQ1464
 CQ1464                          SUPERSEDED SURVEY CONTROL
 CQ1464
 CQ1464  NGVD 29 (??/??/??)   42.798  (m)          140.41   (f) ADJUSTED    1 1
 CQ1464
 CQ1464.Superseded values are not recommended for survey control.
 CQ1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1464.See file dsdata.txt to determine how the superseded data were derived.
 CQ1464
 CQ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR544656(NAD 83)
 CQ1464_MARKER: B = BOLT
 CQ1464_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1464_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1464
 CQ1464  HISTORY     - Date     Condition        Report By
 CQ1464  HISTORY     - UNK      MONUMENTED       DOD
 CQ1464  HISTORY     - 1969     GOOD             CGS
 CQ1464
 CQ1464                          STATION DESCRIPTION
 CQ1464
 CQ1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1464'20.3 MI NW FROM COUSHATTA.
 CQ1464'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1464'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1464'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 9.75 MILES NORTH
 CQ1464'ALONG STATE HIGHWAY 1, OR ABOUT 21.3 MILES SOUTHEAST ALONG STATE
 CQ1464'HIGHWAY 1 FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, 130
 CQ1464'YARDS SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 189 FEET SOUTH OF
 CQ1464'THE CENTER OF THE CROSSING OF THE TEXAS AND PACIFIC RAILROAD AND A
 CQ1464'PRIVATE ROAD, 154 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 152 FEET
 CQ1464'SOUTHEAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 6 FEET SOUTHWEST
 CQ1464'OF THE EAST CORNER OF A FRAME BUILDING, 1 FOOT SOUTHEAST OF THE
 CQ1464'SOUTHEAST WALL OF THE BUILDING, A COPPER BOLT IN THE TOP OF A STONE
 CQ1464'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 CQ1464'THROUGH A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND WHICH
 CQ1464'PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 1, T 15N, R
 CQ1464'11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1465 ***********************************************************************
 CQ1465  DESIGNATION -  HOWARD CAP
 CQ1465  PID         -  CQ1465
 CQ1465  STATE/COUNTY-  LA/RED RIVER
 CQ1465  USGS QUAD   -  EAST POINT (1979)
 CQ1465
 CQ1465                         *CURRENT SURVEY CONTROL
 CQ1465  ___________________________________________________________________
 CQ1465* NAD 83(1986)-  32 13 35.     (N)    093 29 03.     (W)     SCALED    
 CQ1465* NAVD 88     -        43.962  (meters)     144.23   (feet)  ADJUSTED  
 CQ1465  ___________________________________________________________________
 CQ1465  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1465  DYNAMIC HT  -          43.911 (meters)     144.06  (feet)  COMP
 CQ1465  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 CQ1465
 CQ1465  VERT ORDER  -  FIRST     CLASS I
 CQ1465
 CQ1465.The horizontal coordinates were scaled from a topographic map and have
 CQ1465.an estimated accuracy of +/- 6 seconds.
 CQ1465
 CQ1465.The orthometric height was determined by differential leveling
 CQ1465.and adjusted by the National Geodetic Survey in February 1994..
 CQ1465
 CQ1465.The geoid height was determined by GEOID03.
 CQ1465
 CQ1465.The dynamic height is computed by dividing the NAVD 88
 CQ1465.geopotential number by the normal gravity value computed on the
 CQ1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1465.degrees latitude (g = 980.6199 gals.).
 CQ1465
 CQ1465.The modeled gravity was interpolated from observed gravity values.
 CQ1465
 CQ1465;                    North         East    Units  Estimated Accuracy
 CQ1465;SPC LA N     -   191,840.      907,240.      MT  (+/- 180 meters Scaled)
 CQ1465
 CQ1465                          SUPERSEDED SURVEY CONTROL
 CQ1465
 CQ1465  NAVD 88 (06/15/91)   43.961  (m)          144.23   (f) UNKNOWN     1 1
 CQ1465  NGVD 29 (??/??/??)   44.011  (m)          144.39   (f) ADJUSTED    1 1
 CQ1465
 CQ1465.Superseded values are not recommended for survey control.
 CQ1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1465.See file dsdata.txt to determine how the superseded data were derived.
 CQ1465
 CQ1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR543656(NAD 83)
 CQ1465_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1465_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1465_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1465_STAMPING: P.B.M. HOWARD
 CQ1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1465
 CQ1465  HISTORY     - Date     Condition        Report By
 CQ1465  HISTORY     - UNK      MONUMENTED       DOD
 CQ1465  HISTORY     - 1969     GOOD             CGS
 CQ1465  HISTORY     - 1977     GOOD             NGS
 CQ1465
 CQ1465                          STATION DESCRIPTION
 CQ1465
 CQ1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1465'20.3 MI NW FROM COUSHATTA.
 CQ1465'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1465'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1465'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 9.75 MILES NORTH
 CQ1465'ALONG STATE HIGHWAY 1, OR ABOUT 21.3 MILES SOUTHEAST ALONG STATE
 CQ1465'HIGHWAY 1 FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN
 CQ1465'SECTION 1, T 15 N, R 11 W, 130 YARDS SOUTHWEST OF THE CENTER LINE OF
 CQ1465'THE HIGHWAY, 189 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE TEXAS
 CQ1465'AND PACIFIC RAILROAD AND A PRIVATE ROAD, 154 FEET SOUTHWEST OF THE
 CQ1465'SOUTHWEST RAIL, 152 FEET SOUTHEAST OF A POWER POLE WHICH BEARS A
 CQ1465'TRANSFORMER, 6 FEET SOUTHWEST OF THE EAST CORNER OF A FRAME BUILDING,
 CQ1465'1 FOOT SOUTHEAST OF THE SOUTHEAST WALL OF THE BUILDING, ABOUT 4 FEET
 CQ1465'BELOW THE LEVEL OF THE TRACK, A U.S. ENGINEERS CAP ON THE TOP OF A
 CQ1465'3-INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE
 CQ1465'GROUND.
 CQ1465
 CQ1465                          STATION RECOVERY (1977)
 CQ1465
 CQ1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3440 ***********************************************************************
 AU3440  DESIGNATION -  HREE
 AU3440  PID         -  AU3440
 AU3440  STATE/COUNTY-  LA/IBERIA
 AU3440  USGS QUAD   -  TIGRE LAGOON (1994)
 AU3440
 AU3440                         *CURRENT SURVEY CONTROL
 AU3440  ___________________________________________________________________
 AU3440* NAD 83(1992)-  29 50 38.48368(N)    091 54 44.05496(W)     ADJUSTED  
 AU3440* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AU3440  **This station is located in a subsidence area (see below).
 AU3440  ___________________________________________________________________
 AU3440  X           -    -184,757.492 (meters)                     COMP
 AU3440  Y           -  -5,533,775.929 (meters)                     COMP
 AU3440  Z           -   3,155,375.609 (meters)                     COMP
 AU3440  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3440  ELLIP HEIGHT-         -25.37  (meters)          (01/21/93) GPS OBS
 AU3440  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AU3440
 AU3440  HORZ ORDER  -  SECOND
 AU3440  ELLP ORDER  -  FOURTH    CLASS II
 AU3440
 AU3440.The horizontal coordinates were established by GPS observations
 AU3440.and adjusted by the National Geodetic Survey in January 1993..
 AU3440
 AU3440 ** The orthometric height has not been validated since last determined
 AU3440 ** by differential leveling and should not be used for control purposes.
 AU3440 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3440 ** area with valid NAVD 88 orthometric heights.
 AU3440 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3440 ** epoch indicated which incorporates improved geoid heights for the
 AU3440 ** Southern Louisiana Subsidence area.
 AU3440 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3440
 AU3440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3440
 AU3440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3440
 AU3440.The ellipsoidal height was determined by GPS observations
 AU3440.and is referenced to NAD 83.
 AU3440
 AU3440.The geoid height was determined by GEOID03.
 AU3440
 AU3440;                    North         East     Units Scale Factor Converg.
 AU3440;SPC LA S     -   149,118.779   944,060.733   MT  0.99992947   -0 17 22.1
 AU3440;SPC LA S     -   489,233.86  3,097,305.92   sFT  0.99992947   -0 17 22.1
 AU3440;UTM  15      - 3,301,998.486   605,079.062   MT  0.99973623   +0 32 28.9
 AU3440
 AU3440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3440!SPC LA S     -   1.00000398  x   0.99992947  =   0.99993345
 AU3440!UTM  15      -   1.00000398  x   0.99973623  =   0.99974021
 AU3440
 AU3440                          SUPERSEDED SURVEY CONTROL
 AU3440
 AU3440  NAD 83(1986)-  29 50 38.50377(N)    091 54 44.04816(W) AD(       ) 2
 AU3440  NGVD 29 (03/26/92)    1.0    (m)            3.     (f) GPS OBS        
 AU3440
 AU3440.Superseded values are not recommended for survey control.
 AU3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3440.See file dsdata.txt to determine how the superseded data were derived.
 AU3440
 AU3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0507901998(NAD 83)
 AU3440_MARKER: A = ALUMINUM MARKER
 AU3440_SETTING: 0 = UNSPECIFIED SETTING
 AU3440_STAMPING: HREE 1991
 AU3440_MARK LOGO: NOS   
 AU3440_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AU3440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3440+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AU3440
 AU3440  HISTORY     - Date     Condition        Report By
 AU3440  HISTORY     - 1991     MONUMENTED       NOS
 AU3440
 AU3440                          STATION DESCRIPTION
 AU3440
 AU3440'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AU3440'THE STATION IS LOCATED SOUTH OF THE INTRACOASTAL WATERWAY AND WEST
 AU3440'OF THREE BAYOU ON PROPERTY OWEN BY VERMILION LAND COMPANY, POST
 AU3440'OFFICE BOX 52563, LAFAYETTE,LA. 70501, PHONE (318)233-2915.
 AU3440'TO REACH THE STATION FROM THE AVERY ISLAND BOAT RAMP, LOCATED ON
 AU3440'HIGHWAY 329, HEAD SOUTHWEST BY SOUTH ALONG BAYOU PETITE ANSE FOR 9.22
 AU3440'KM (5.73 MI) TO THE INTRACOASTAL WATERWAY. GO EAST ON THE
 AU3440'INTRACOASTAL WATERWAY FOR 2.0 KM (1.24 MI) TO THREE BAYOU AND STATION
 AU3440'ON THE RIGHT.
 AU3440'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---HREE 1991---
 AU3440'ATTACHED TO A 42 INCH ALUMINUM ROD SET IN A 6 INCH DIAMETER, 4 FOOT
 AU3440'LONG, WHITE PVC DRIVEN INTO THE GROUND WHICH HAS BEEN FILLED AND
 AU3440'SURROUNDED WITH CONCRETE. IT IS 67.3 M (220.80 FT) WEST OF THE WEST
 AU3440'BANK OF THREE BAYOU, 42.8 M (140.42 FT) WEST OF A LARGE HACKBERRY
 AU3440'TREE AND WITNESS POST, AND 19.2 M (62.99 FT) SOUTH OF THE SOUTH BANK
 AU3440'OF THE INTRACOASTAL WATERWAY. THE MARK PROJECTS 12 INCHES ABOVE THE
 AU3440'GROUND.
 AU3440'DESCRIBED BY RJH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4836 ***********************************************************************
 BJ4836  DESIGNATION -  HUDSON
 BJ4836  PID         -  BJ4836
 BJ4836  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4836  USGS QUAD   -  PORT HUDSON (1994)
 BJ4836
 BJ4836                         *CURRENT SURVEY CONTROL
 BJ4836  ___________________________________________________________________
 BJ4836* NAD 83(1992)-  30 40 26.17931(N)    091 17 08.83066(W)     ADJUSTED  
 BJ4836* NAVD 88     -        30.03   (+/-2cm)      98.5    (feet)  VERTCON   
 BJ4836  ___________________________________________________________________
 BJ4836  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4836  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4836
 BJ4836  HORZ ORDER  -  FIRST
 BJ4836  VERT ORDER  -  THIRD ? (See Below)
 BJ4836
 BJ4836.The horizontal coordinates were established by classical geodetic methods
 BJ4836.and adjusted by the National Geodetic Survey in January 1993..
 BJ4836
 BJ4836.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4836.The vertical order pertains to the NGVD 29 superseded value.
 BJ4836
 BJ4836.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4836
 BJ4836.The geoid height was determined by GEOID03.
 BJ4836
 BJ4836;                    North         East     Units Scale Factor Converg.
 BJ4836;SPC LA S     -   240,975.116 1,004,556.297   MT  0.99999456   +0 01 25.6
 BJ4836;SPC LA S     -   790,599.19  3,295,781.78   sFT  0.99999456   +0 01 25.6
 BJ4836;UTM  15      - 3,394,720.511   664,215.237   MT  0.99993267   +0 52 28.9
 BJ4836
 BJ4836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4836!SPC LA S     -   0.99999957  x   0.99999456  =   0.99999413
 BJ4836!UTM  15      -   0.99999957  x   0.99993267  =   0.99993224
 BJ4836
 BJ4836|---------------------------------------------------------------------|
 BJ4836| PID    Reference Object                     Distance      Geod. Az  |
 BJ4836|                                                           dddmmss.s |
 BJ4836| BJ4840 HUDSON 1929 AZ MK 1966              274.439 METERS 08235     |
 BJ4836| BJ4748 SAMUEL                              APPROX. 8.2 KM 1465538.4 |
 BJ4836| BJ4841 HUDSON 1929 RM 3 1966                13.129 METERS 21721     |
 BJ4836| CW1486 HUDSON RM 2                          48.338 METERS 21734     |
 BJ4836| BJ4857 NEW ROADS WATER TANK                APPROX.14.5 KM 2782144.9 |
 BJ4836| BJ4842 HUDSON RM A                          28.066 METERS 28922     |
 BJ4836| CW1485 HUDSON RM 1                          46.040 METERS 32949     |
 BJ4836|---------------------------------------------------------------------|
 BJ4836
 BJ4836                          SUPERSEDED SURVEY CONTROL
 BJ4836
 BJ4836  NAD 83(1986)-  30 40 26.19792(N)    091 17 08.82714(W) AD(       ) 1
 BJ4836  NAD 27      -  30 40 25.53174(N)    091 17 08.42956(W) AD(       ) 1
 BJ4836  NGVD 29 (07/19/86)   30.02   (m)           98.5    (f) LEVELING    3  
 BJ4836
 BJ4836.Superseded values are not recommended for survey control.
 BJ4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4836.See file dsdata.txt to determine how the superseded data were derived.
 BJ4836
 BJ4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6421594721(NAD 83)
 BJ4836_MARKER: DS = TRIANGULATION STATION DISK
 BJ4836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4836
 BJ4836  HISTORY     - Date     Condition        Report By
 BJ4836  HISTORY     - 1929     MONUMENTED       CGS
 BJ4836  HISTORY     - 1934     GOOD             LAGS
 BJ4836  HISTORY     - 1935     GOOD             LAGS
 BJ4836  HISTORY     - 1955     GOOD             CGS
 BJ4836  HISTORY     - 1966     GOOD             CGS
 BJ4836  HISTORY     - 1970     GOOD             NGS
 BJ4836
 BJ4836                          STATION DESCRIPTION
 BJ4836
 BJ4836'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4836'ABOUT 10 MILES SE OF ST. FRANCISVILLE AND 5 MILES WSW OF
 BJ4836'PLAINS, ON LAND OWNED BY T. WILLIAMS, OF BATON ROUGE.
 BJ4836'
 BJ4836'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4836'DISKS SET IN CONCRETE.
 BJ4836'
 BJ4836'REFERENCE MARK NO. 1 IS 15 FEET N OF ROAD AT SE CORNER OF
 BJ4836'DESERTED SCHOOLHOUSE, AND 46.04 METERS (151.0 FEET) FROM
 BJ4836'STATION N 30 DEG 11 MIN W.
 BJ4836'
 BJ4836'REFERENCE MARK NO. 2 IS 10 FEET S OF ROAD, AT S CORNER OF
 BJ4836'TRIANGLE, AND 48.34 METERS (158.6 FEET) FROM STATION
 BJ4836'S 37 DEG 34 MIN W.
 BJ4836'
 BJ4836'TO REACH FROM PLAINS (SMALL TOWN, ON U.S. HIGHWAY 61) GO
 BJ4836'W ON GRAVEL SIDE ROAD JUST N OF RHODES AND MILLS STORE, WHICH
 BJ4836'HAS A GAS PUMP IN FRONT AND LARGE COCA COLA SIGN PAINTED
 BJ4836'ON SIDE, 3.8 MILES TO CROSSROADS, KEEP STRAIGHT AHEAD 0.4
 BJ4836'MILE TO RAILWAY (PORT HUDSON RAILWAY STATION IS 50 YARDS
 BJ4836'TO LEFT), CROSS RAILWAY AND CONTINUE 0.9 MILE TO STATION
 BJ4836'IN TRIANGULAR PLOT OF LAND FORMED BY FORKS IN ROAD AND COVERED
 BJ4836'WITH BRIARS AND HONEYSUCKLE WITH A PATH THROUGH CENTER.
 BJ4836
 BJ4836                          STATION RECOVERY (1934)
 BJ4836
 BJ4836'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BJ4836'IN THE NW CORNER OF E BATON ROUGE PARISH IN SECTION 61,
 BJ4836'T 4 S, R 2 W.  STATION IS IN Y FORMED BY STATE HIGHWAY 272
 BJ4836'AND UNIMPROVED ROAD THAT TURNS OUT N AT PORT HUDSON AND
 BJ4836'MILITARY EARTH WORKS THAT IS MAINTAINED AS A PARK.  STATION
 BJ4836'IS ACROSS ROAD FROM PARK.  IT IS 82 FEET N OF STATE HIGHWAY
 BJ4836'272 AND IS 58 FEET E OF CENTERLINE OF UNIMPROVED ROAD ALONG
 BJ4836'E SIDE OF PARK.  STATION IS STANDARD TRIANGULATION DISK SET
 BJ4836'IN CONCRETE.
 BJ4836
 BJ4836                          STATION RECOVERY (1935)
 BJ4836
 BJ4836'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ4836'STATION RECOVERED AS DESCRIBED.
 BJ4836
 BJ4836                          STATION RECOVERY (1955)
 BJ4836
 BJ4836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4836'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4836'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BJ4836'
 BJ4836'THE STATION IS LOCATED 10 MI. SE OF ST. FRANCISVILLE, 5
 BJ4836'MI. W-SW OF PLAINS, ON LAND OWNED BY MR. DIZ YOUNG OF BAKER,
 BJ4836'LA., AND IN THE NE ANGLE OF A T-INTERSECTION.  IT IS 84 FT.
 BJ4836'N OF THE CENTER OF A GRAVELED ROAD, 59 FT. E OF THE CENTER
 BJ4836'OF A GRAVELED ROAD, AND 17 FT. E OF A POWER POLE.  IT IS
 BJ4836'A STANDARD DISK, STAMPED HUDSON 1929 AND PROJECTING 4 IN.
 BJ4836'
 BJ4836'REFERENCE MARK 1 IS 151 FT. NW OF THE STATION, 25 FT. E
 BJ4836'OF THE CENTER OF THE GRAVELED ROAD, AND AT THE W EDGE OF
 BJ4836'A CULTIVATED FIELD.  IT IS A STANDARD DISK, STAMPED HUDSON
 BJ4836'NO 1 1929 AND PROJECTING 6 IN.
 BJ4836'
 BJ4836'REFERENCE MARK 2 IS 158.6 FT. SW OF THE STATION, 20 FT. W
 BJ4836'OF THE CENTER OF A GRAVELED ROAD, 37 FT. SW OF THE CENTER
 BJ4836'OF THE T-INTERSECTION, AND 19 FT. S OF THE EXTENDED CENTER
 BJ4836'OF THE E-W GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED
 BJ4836'HUDSON NO 2 1929 AND PROJECTING 2 IN.
 BJ4836'
 BJ4836'TO REACH THE STATION FROM THE POST OFFICE IN ST. FRANCISVILLE,
 BJ4836'GO E ON STATE HIGHWAY 35 FOR 0.35 MI. TO ITS JUNCTION WITH
 BJ4836'U.S. HIGHWAY 61, TURN LEFT (E) ON U.S. HIGHWAY 61 FOR 10
 BJ4836'MI. TO A SIDE ROAD RIGHT (STATE ROAD 888), TURN RIGHT AND
 BJ4836'GO 4.9 MI. TO A CROSSROAD, TURN RIGHT AND GO 1.2 MI. TO
 BJ4836'A T-INTERSECTION AND THE MARK IN THE NE ANGLE.
 BJ4836
 BJ4836                          STATION RECOVERY (1966)
 BJ4836
 BJ4836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4836'STATION REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 BJ4836'CONDITION.  AS DESCRIBED IN THE 1955 DESCRIPTION.
 BJ4836'
 BJ4836'A CHECK WAS MADE FOR DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 BJ4836'AND WERE FOUND CORRECT.
 BJ4836'
 BJ4836'AN AZIMUTH MARK WAS ESTABLISHED AND A GEODIMETER TRAVERSE TIE WAS
 BJ4836'MADE THE DISTANCE BEING 274.436 METERS.  IT IS 13 FEET SOUTH OF THE
 BJ4836'CENTER OF GRAVEL ROAD, 2 FEET WEST OF METAL WITNESS POST WITH SIGN
 BJ4836'ATTACHED AND IN FENCELINE.  IT IS MARKED BY A STANDARD AZIMUTH MARK
 BJ4836'DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT
 BJ4836'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 BJ4836'STAMPED HUDSON 1929 1966.  TO REACH FROM THE STATION GO EASTERLY
 BJ4836'ON GRAVEL ROAD FOR 0.2 MILE TO AZIMUTH MARK ON THE RIGHT SOUTH
 BJ4836'SIDE OF ROAD AS DESCRIBED.
 BJ4836
 BJ4836                          STATION RECOVERY (1970)
 BJ4836
 BJ4836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4836'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, REFERENCE MARK
 BJ4836'3, AZIMUTH MARK AND HUDSON RM A 1966 WERE RECOVERED AND FOUND TO BE
 BJ4836'IN GOOD CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED FROM THE STATION
 BJ4836'DUE TO THE GROWTH OF THE TREES AND UNDERGROWTH.  NO PLACE FOR A NEW
 BJ4836'AZIMUTH MARK AVAILABLE.  A NEW DESCRIPTION FOLLOWS.
 BJ4836'
 BJ4836'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF ST FRANCISVILLE,
 BJ4836'6-1/2 MILES WEST-NORTHWEST OF ZACHARY, 1-1/2 MILES NORTHEAST OF A
 BJ4836'BEND IN THE MISSISSIPPI RIVER, IN SECTION 60, R2W, T4S, ON THE
 BJ4836'PROPERTY OF MR. RICHARD YOUNG, ROUTE 1, BOX 187, ZACHARY, LOUISIANA,
 BJ4836'70791.
 BJ4836'
 BJ4836'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ZACHARY, GO WEST ON
 BJ4836'STATE HIGHWAY 64 FOR 2.3 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BJ4836'964. CONTINUE WEST ON STATE HIGHWAY 64 FOR 3.3 MILES TO THE JUNCTION
 BJ4836'WITH US HIGHWAY 61.  TURN RIGHT AND GO NORTH ON US HIGHWAY 61 FOR
 BJ4836'2.5 MILES TO A CROSSROAD (STATE HIGHWAY 3004 TO THE RIGHT AND A
 BJ4836'GRAVELED ROAD LEFT).  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 BJ4836'FOR 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON
 BJ4836'GRAVELED ROAD FOR 0.25 MILE TO A T-ROAD JUNCTION AND THE STATION ON
 BJ4836'THE RIGHT IN THE NORTHEAST ANGLE OF THE ROADS.
 BJ4836'
 BJ4836'THE STATION MARKS ARE STANDARD DISKS STAMPED HUDSON 1929.  THE
 BJ4836'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BJ4836'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET
 BJ4836'NORTH OF AN EAST-WEST FENCE LINE, 64 FEET NORTHEAST OF A NORTH-SOUTH
 BJ4836'FENCE LINE AND 17 FEET EAST-NORTHEAST OF A POWERLINE POLE.  THE
 BJ4836'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BJ4836'THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 BJ4836'
 BJ4836'REFERENCE MARK 1, A STANDARD DISK STAMPED HUDSON NO 1 1929, IS SET
 BJ4836'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 BJ4836'INCH ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTH OF THE CENTER OF
 BJ4836'A WIRE GATE AND FIELD ENTRANCE, 25 FEET EAST OF THE NORTH-SOUTH
 BJ4836'GRAVELED ROAD AND 10 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 BJ4836'
 BJ4836'REFERENCE MARK 2, A STANDARD DISK STAMPED HUDSON NO 2 1929, IS SET IN
 BJ4836'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 BJ4836'ABOVE THE GROUND SURFACE.  IT IS 53 FEET SOUTHWEST OF THE
 BJ4836'INTERSECTION OF THE T-ROAD JUNCTION, 22 FEET WEST OF THE NORTH-SOUTH
 BJ4836'GRAVELED ROAD AND 15 FEET SOUTH-SOUTHWEST OF A TELEPHONE COMPANY
 BJ4836'UNDERGROUND CABLE PIPE.
 BJ4836'
 BJ4836'REFERENCE MARK 3, A STANDARD DISK STAMPED HUDSON NO 3 1929 1966, IS
 BJ4836'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4836'FLUSH WITH THE GROUND SURFACE.  IT IS 73 FEET NORTHEAST OF THE
 BJ4836'INTERSECTION OF THE T-ROAD JUNCTION, 36 FEET EAST OF THE
 BJ4836'NORTH-SOUTH GRAVELED ROAD, 30.5 FEET SOUTHWEST OF THE POWERLINE
 BJ4836'POLE, 22.5 FEET NORTH-NORTHEAST OF A 24-INCH CEDAR TREE AND 18.4
 BJ4836'FEET NORTH OF AN EAST-WEST FENCE LINE.
 BJ4836'
 BJ4836'HUDSON RM A 1966 ARE STANDARD STATION MARK DISKS STAMPED HUDSON RM A
 BJ4836'1966.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ4836'CONCRETE MONUMENT THAT IS 36 INCHES BELOW THE GROUND SURFACE.  IT
 BJ4836'IS 125 FEET NORTH-NORTHWEST OF THE INTERSECTION OF THE T-ROAD
 BJ4836'JUNCTION, 29 FEET SOUTHWEST OF A 16-INCH TWIN FORKED OAK TREE, 25
 BJ4836'FEET WEST OF THE NORTH-SOUTH GRAVELED ROAD, 16 FEET WEST OF THE
 BJ4836'NORTH-SOUTH FENCE LINE AND 5.6 FEET SOUTHEAST OF A METAL WITNESS
 BJ4836'POST WITH SIGN.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BJ4836'IRREGULAR MASS OF CONCRETE ABOUT 5 FEET BELOW THE GROUND SURFACE.
 BJ4836'
 BJ4836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 BJ4836'WEST-NORTHWEST OF ZACHARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2847 ***********************************************************************
 CQ2847  DESIGNATION -  HUDSON
 CQ2847  PID         -  CQ2847
 CQ2847  STATE/COUNTY-  LA/WINN
 CQ2847  USGS QUAD   -  HUDSON (1985)
 CQ2847
 CQ2847                         *CURRENT SURVEY CONTROL
 CQ2847  ___________________________________________________________________
 CQ2847* NAD 83(1992)-  32 02 42.58967(N)    092 34 48.42358(W)     ADJUSTED  
 CQ2847* NAVD 88     -        66.09   (+/-2cm)     216.8    (feet)  VERTCON   
 CQ2847  ___________________________________________________________________
 CQ2847  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CQ2847  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ2847
 CQ2847  HORZ ORDER  -  FIRST
 CQ2847  VERT ORDER  -  THIRD ? (See Below)
 CQ2847
 CQ2847.The horizontal coordinates were established by classical geodetic methods
 CQ2847.and adjusted by the National Geodetic Survey in January 1993..
 CQ2847
 CQ2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2847.The vertical order pertains to the NGVD 29 superseded value.
 CQ2847
 CQ2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2847
 CQ2847.The geoid height was determined by GEOID03.
 CQ2847
 CQ2847;                    North         East     Units Scale Factor Converg.
 CQ2847;SPC LA N     -   171,322.890   992,433.771   MT  0.99991720   -0 02 32.5
 CQ2847;SPC LA N     -   562,081.85  3,256,009.80   sFT  0.99991720   -0 02 32.5
 CQ2847;UTM  15      - 3,545,518.846   539,640.834   MT  0.99961938   +0 13 22.0
 CQ2847
 CQ2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2847!SPC LA N     -   0.99999364  x   0.99991720  =   0.99991084
 CQ2847!UTM  15      -   0.99999364  x   0.99961938  =   0.99961303
 CQ2847
 CQ2847:                Primary Azimuth Mark                     Grid Az
 CQ2847:SPC LA N     -  WINNFIELD S CEN TT MICROWAVE             181 02 17.7
 CQ2847:UTM  15      -  WINNFIELD S CEN TT MICROWAVE             180 46 23.2
 CQ2847
 CQ2847|---------------------------------------------------------------------|
 CQ2847| PID    Reference Object                     Distance      Geod. Az  |
 CQ2847|                                                           dddmmss.s |
 CQ2847| BX2737 WINNFIELD S CEN TT MICROWAVE        APPROX.18.2 KM 1805945.2 |
 CQ2847| BX2738 WINNFIELD TREMONT LUM CO S TK       APPROX.11.1 KM 1833820.9 |
 CQ2847| CY4714 HUDSON RM 1                          40.587 METERS 18656     |
 CQ2847| CY4713 HUDSON AZ MK                                       1933241.2 |
 CQ2847| BX2744 WINNFIELD TREMONT GULF RR TANK      APPROX.14.3 KM 1975103.0 |
 CQ2847| BX2743 WINNFIELD MUNICIPAL TANK            APPROX.14.6 KM 2014143.5 |
 CQ2847| BX2746 WINNFIELD NEW MUN WATER TANK        APPROX.14.7 KM 2020029.3 |
 CQ2847| BX2747 WINNFIELD KC SO KEY 88 MICRO        APPROX.14.9 KM 2023046.0 |
 CQ2847| BX2748 WINNFIELD CABLE TV MAST             APPROX.13.7 KM 2050756.0 |
 CQ2847| CQ2870 SPARTA                              APPROX.24.2 KM 2632434.2 |
 CQ2847| CY4715 HUDSON RM 2                          42.264 METERS 32925     |
 CQ2847|---------------------------------------------------------------------|
 CQ2847
 CQ2847                          SUPERSEDED SURVEY CONTROL
 CQ2847
 CQ2847  NAD 83(1986)-  32 02 42.60392(N)    092 34 48.41466(W) AD(       ) 1
 CQ2847  NAD 27      -  32 02 42.02500(N)    092 34 47.87900(W) AD(       ) 1
 CQ2847  NGVD 29 (07/19/86)   66.12   (m)          216.9    (f) LEVELING    3  
 CQ2847
 CQ2847.Superseded values are not recommended for survey control.
 CQ2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2847.See file dsdata.txt to determine how the superseded data were derived.
 CQ2847
 CQ2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3964145519(NAD 83)
 CQ2847_MARKER: DS = TRIANGULATION STATION DISK
 CQ2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2847
 CQ2847  HISTORY     - Date     Condition        Report By
 CQ2847  HISTORY     - 1934     MONUMENTED       CGS
 CQ2847  HISTORY     - 1936     GOOD             LAGS
 CQ2847  HISTORY     - 1969     GOOD             CGS
 CQ2847  HISTORY     - 1969     GOOD             CGS
 CQ2847  HISTORY     - 1971     GOOD             NGS
 CQ2847
 CQ2847                          STATION DESCRIPTION
 CQ2847
 CQ2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 CQ2847'STATION IS LOCATED ABOUT 8 MILES E AND S OF DODSON, A TOWN
 CQ2847'ON U.S. HIGHWAY 167, IN THE SW 1/4 SEC. 4, T 12 N, R 2 W,
 CQ2847'ON LAND OWNED BY SAM YOUNG.  STATION MARK IS SET 50 FEET
 CQ2847'E OF RAIL FENCE LINE 20 FEET E OF 12-INCH OAK TREE WITH
 CQ2847'TRIANGULAR BLAZE, 40 FEET S OF 14-INCH PINE TREE WITH TRIANGULAR
 CQ2847'BLAZE, 35 FEET E OF DIM WOODS ROAD.
 CQ2847'
 CQ2847'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ2847'BRONZE DISKS SET IN CONCRETE.
 CQ2847'REFERENCE MARK NO. 1 IS 40.595 METERS (133.19 FEET) S OF
 CQ2847'STATION JUST OVER CREST OF KNOLL IN CLEARED LANE, 139 FEET
 CQ2847'N OF RAIL FENCE.
 CQ2847'
 CQ2847'REFERENCE MARK NO. 2 IS 42.275 METERS (138.70 FEET) NW OF
 CQ2847'STATION IN CLEARED LANE, 115 FEET S OF DIRT ROAD LEADING
 CQ2847'TO STATION.
 CQ2847'
 CQ2847'AZIMUTH MARK IS ABOUT 0.7 MILE S OF STATION, SET IN FENCE
 CQ2847'LINE CORNER, ABOUT 15 FEET E FROM CENTER LINE OF DIRT ROAD.
 CQ2847'TO REACH FROM STATION FOLLOW WOODS ROAD S 0.5 MILE TO MARK
 CQ2847'ON LEFT SIDE OF ROAD.
 CQ2847'
 CQ2847'REACHED FROM DODSON BY GOING E ON STATE HIGHWAY 110 FOR
 CQ2847'4.5 MILES TO JUNCTION WITH STATE HIGHWAY 234, THENCE S ON
 CQ2847'STATE HIGHWAY 234, FOR 1.8 MILES TO DIRT ROAD LEADING E GO
 CQ2847'E ON DIRT ROAD FOR 0.5 MILE TO WOODS ROAD LEADING S.  STATION
 CQ2847'IS ON HIGHEST PART OF WOODED KNOLL, 0.1 MILE S OF DIRT ROAD.
 CQ2847'
 CQ2847'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CQ2847
 CQ2847                          STATION RECOVERY (1936)
 CQ2847
 CQ2847'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CQ2847'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CQ2847'CONDITION.
 CQ2847
 CQ2847                          STATION RECOVERY (1969)
 CQ2847
 CQ2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ2847'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CQ2847'CONDITION.  IT IS ABOUT 5 MILES SOUTHEAST OF DODSON AND
 CQ2847'9-1/2 MILES NORTHEAST OF WINNFIELD, IN THE SW 1/4 SEC. 4,
 CQ2847'T. 12 N., R. 2 W., ON LAND OWNED BY MRS. JAMES F. RYDER.
 CQ2847'
 CQ2847'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CQ2847'84 AND 167 AND STATE HIGHWAY 34 AT THE SOUTH EDGE OF WINNFIELD,
 CQ2847'GO NORTHEAST ON U.S. HIGHWAY 84 AND STATE HIGHWAY 34 FOR
 CQ2847'2.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY
 CQ2847'34, TAKE LEFT FORK AND CONTINUE NORTHEAST AND NORTH ON STATE
 CQ2847'HIGHWAY 34 FOR 7.3 MILES TO SIDE ROAD RIGHT AND A TEXACO
 CQ2847'SERVICE STATION ON THE LEFT.  TURN RIGHT AND GO EASTERLY
 CQ2847'FOR 0.3 MILE TO A T-INTERSECTION, (TURN RIGHT AND GO SOUTH
 CQ2847'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN LEFT
 CQ2847'AND GO NORTH AND EAST FOR 0.2 MILE TO A DRIVEWAY ON THE
 CQ2847'RIGHT, TURN SHARP RIGHT AND GO SOUTHWEST ON DIM WOODS ROAD
 CQ2847'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CQ2847'
 CQ2847'STATION MARK IS A STANDARD DISK STAMPED, HUDSON 1934, SET
 CQ2847'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ2847'8 INCHES.  IT IS 2 FEET WEST OF A METAL WITNESS POST WITH
 CQ2847'A SIGN ATTACHED.
 CQ2847'
 CQ2847'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, HUDSON NO 1
 CQ2847'1934, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CQ2847'THAT PROJECTS 10 INCHES.  IT IS 133.2 FEET SOUTH OF A METAL
 CQ2847'WITNESS POST WITH A SIGN ATTACHED.
 CQ2847'
 CQ2847'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, HUDSON NO 2
 CQ2847'1934, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CQ2847'PROJECTS 6 INCHES.  IT IS 139.0 FEET NORTHWEST OF A METAL WITNESS
 CQ2847'POST WITH A SIGN ATTACHED.
 CQ2847'
 CQ2847'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED, HUDSON
 CQ2847'AZI 1934, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CQ2847'THAT PROJECTS 6 INCHES.
 CQ2847'
 CQ2847'THE AZIMUTH MARK WAS NOT OBSERVED THIS DATE DUE TO THE GROWTH
 CQ2847'OF TREES ON LINE AND NO SUITABLE PLACE FOR A NEW MARK WAS FOUND.
 CQ2847'
 CQ2847'HEIGHT OF LIGHT ABOVE STATION MARK 112.07 FEET.
 CQ2847'
 CQ2847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CQ2847'SOUTHEAST OF DODSON
 CQ2847
 CQ2847                          STATION RECOVERY (1969)
 CQ2847
 CQ2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ2847'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 CQ2847'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 CQ2847'DIFFERENCE IN DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.05
 CQ2847'FEET OR 0.017 METERS AND TO REFERENCE MARK 2 TO BE 0.02 FEET OR
 CQ2847'0.006 METERS SHORTER.
 CQ2847'
 CQ2847'THE STATION IS ABOUT 9-1/4 MILES NORTHEAST OF WINNFIELD, 6-1/2 MILES
 CQ2847'SOUTHWEST OF SIKES AND 5-1/4 MILES SOUTHEAST OF DODSON ON LAND OWNED
 CQ2847'BY MRS. JAMES F. RYDER OF LONG ISLAND, NEW YORK.
 CQ2847'
 CQ2847'TO REACH THE STATION FROM THE JUNCTION US HIGHWAY 167, 84 AND STATE
 CQ2847'HIGHWAY 34 AT THE SOUTH EDGE OF WINNFIELD, GO NORTH ON US HIGHWAY
 CQ2847'84 AND STATE HIGHWAY 34 FOR 0.3 MILE TO A TRIANGLE INTERSECTION.
 CQ2847'TURN RIGHT ON MAIN ROAD AND GO EAST FOR 1.85 MILE TO THE JUNCTION
 CQ2847'WITH US HIGHWAY 84 AND STATE HIGHWAY 34 (US HIGHWAY 84 TURNS SOUTH).
 CQ2847'CONTINUE AHEAD EAST ON STATE HIGHWAY 34 FOR 0.9 MILE TO A
 CQ2847'SIDEROAD RIGHT, STATE HIGHWAY 499.  CONTINUE NORTHERLY ON STATE
 CQ2847'HIGHWAY 34 FOR 6.75 MILES TO A GRAVELED SIDEROAD RIGHT AND AN
 CQ2847'ABANDONED SERVICE STATION ON THE LEFT.  TURN RIGHT AND GO EAST
 CQ2847'ON GRAVELED ROAD FOR 0.3 MILE TO A GRAVELED T-ROAD INTERSECTION
 CQ2847'(TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CQ2847'LEFT).  TURN LEFT AND GO NORTH AND EAST FOR 0.15 MILE TO A DIM
 CQ2847'WOODS ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO SOUTH ON DIM
 CQ2847'WOODS ROAD FOR 0.05 MILE TO A SMALL CLEARING AND STATION.
 CQ2847'
 CQ2847'THE STATION IS A STANDARD DISK, STAMPED HUDSON 1934, SET IN THE TOP
 CQ2847'OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 7 INCHES.  IT
 CQ2847'IS 40 FEET SOUTHEAST OF AN 8-INCH OAK TREE, 26 FEET NORTH-NORTHEAST
 CQ2847'OF A 10-INCH OAK TREE, 19.5 FEET SOUTH-SOUTHEAST OF A 10-INCH OAK
 CQ2847'TREE AND 1.5 FOOT SOUTHWEST OF A METAL WITNESS POST WITH A SIGN
 CQ2847'ATTACHED.
 CQ2847'
 CQ2847'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUDSON NO 1 1934, SET
 CQ2847'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 10
 CQ2847'INCHES.  IT IS 14 FEET NORTHWEST OF A 10-INCH MAPLE TREE AND 7.5
 CQ2847'FEET SOUTH-SOUTHEAST OF A 6-INCH OAK TREE.
 CQ2847'
 CQ2847'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUDSON NO 2 1934, SET IN
 CQ2847'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 7
 CQ2847'INCHES.  IT IS 18 FEET NORTH OF AN 8-INCH OAK TREE, 17 FEET
 CQ2847'NORTHWEST OF A 6-INCH PINE TREE AND 13.5 FEET SOUTH OF AN 8-INCH OAK
 CQ2847'TREE.
 CQ2847'
 CQ2847'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUDSON AZI 1934, SET IN
 CQ2847'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 10
 CQ2847'INCHES.  IT IS 15 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 12
 CQ2847'FEET NORTHWEST OF A FENCE CORNER, 11 FEET SOUTH OF A 20-INCH ELM
 CQ2847'TREE AND 2 FEET WEST OF A METAL WITNESS POST WITH A SIGN
 CQ2847'ATTACHED.  DUE TO THE GROWTH OF THE TREES THE AZIMUTH MARK WAS NOT
 CQ2847'VISIBLE TO THE STATION.
 CQ2847'
 CQ2847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATE 5-1/4
 CQ2847'MILES SOUTHEAST OF DODSON.
 CQ2847'
 CQ2847'HEIGHT OF LIGHT ABOVE STATION MARK 111.88 FEET.
 CQ2847
 CQ2847                          STATION RECOVERY (1971)
 CQ2847
 CQ2847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2847'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 CQ2847'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 CQ2847'DISTANCE AND DIRECTIONS CHECKED FAVORABLE.  THE ENTIRE 1969
 CQ2847'DESCRIPTION IS ADEQUATE.
 CQ2847'
 CQ2847'THE AZIMUTH MARK IS NOT VISIBLE FROM THE TOWER OR THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4840 ***********************************************************************
 BJ4840  DESIGNATION -  HUDSON 1929 AZ MK 1966
 BJ4840  PID         -  BJ4840
 BJ4840  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4840  USGS QUAD   -  PORT HUDSON (1994)
 BJ4840
 BJ4840                         *CURRENT SURVEY CONTROL
 BJ4840  ___________________________________________________________________
 BJ4840* NAD 83(1992)-  30 40 27.33010(N)    091 16 58.60701(W)     ADJUSTED  
 BJ4840* NAVD 88     -        29.8    (meters)      98.     (feet)  VERTCON   
 BJ4840  ___________________________________________________________________
 BJ4840  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4840  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4840
 BJ4840  HORZ ORDER  -  SECOND
 BJ4840
 BJ4840.The horizontal coordinates were established by classical geodetic methods
 BJ4840.and adjusted by the National Geodetic Survey in January 1993..
 BJ4840
 BJ4840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4840
 BJ4840.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4840
 BJ4840.The geoid height was determined by GEOID03.
 BJ4840
 BJ4840;                    North         East     Units Scale Factor Converg.
 BJ4840;SPC LA S     -   241,010.671 1,004,828.421   MT  0.99999463   +0 01 30.7
 BJ4840;SPC LA S     -   790,715.84  3,296,674.58   sFT  0.99999463   +0 01 30.7
 BJ4840;UTM  15      - 3,394,760.102   664,486.786   MT  0.99993377   +0 52 34.2
 BJ4840
 BJ4840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4840!SPC LA S     -   0.99999961  x   0.99999463  =   0.99999424
 BJ4840!UTM  15      -   0.99999961  x   0.99993377  =   0.99993338
 BJ4840
 BJ4840                          SUPERSEDED SURVEY CONTROL
 BJ4840
 BJ4840  NAD 83(1986)-  30 40 27.34868(N)    091 16 58.60348(W) AD(       ) 2
 BJ4840  NAD 27      -  30 40 26.68252(N)    091 16 58.20617(W) AD(       ) 2
 BJ4840  NGVD 29 (07/19/86)   29.8    (m)           98.     (f) VERT ANG       
 BJ4840
 BJ4840.Superseded values are not recommended for survey control.
 BJ4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4840.See file dsdata.txt to determine how the superseded data were derived.
 BJ4840
 BJ4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6448794760(NAD 83)
 BJ4840_MARKER: DZ = AZIMUTH MARK DISK
 BJ4840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4840+STABILITY: SURFACE MOTION
 BJ4840
 BJ4840  HISTORY     - Date     Condition        Report By
 BJ4840  HISTORY     - 1966     MONUMENTED       CGS
 BJ4840
 BJ4840                          STATION DESCRIPTION
 BJ4840
 BJ4840'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4840'AN AZIMUTH MARK WAS ESTABLISHED AND A GEODITMETER TRAVERSE TIE WAS
 BJ4840'MADE THE DISTANCE BEING 274.436 METERS.  IT IS 13 FEET SOUTH OF THE
 BJ4840'CENTER OF GRAVEL ROAD, 2 FEET WEST OF METAL WITNESS POST WITH SIGN
 BJ4840'ATTACHED AND IN FENCELINE.  IT IS MARKED BY A STANDARD AZIMUTH
 BJ4840'MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 BJ4840'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BJ4840'DISK IS STAMPED HUDSON 1929 1966.  TO REACH FROM THE STATION
 BJ4840'GO EASTERLY ON GRAVEL ROAD FOR 0.2 MILE TO AZIMUTH MARK ON THE
 BJ4840'RIGHT SOUTH SIDE OF ROAD AS DESCRIBED.
 BJ4840'
 BJ4840'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ZACHARY, GO WEST ON
 BJ4840'STATE HIGHWAY 64 FOR 2.3 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BJ4840'964.  CONTINUE WEST ON STATE HIGHWAY 64 FOR 3.3 MILES TO THE
 BJ4840'JUNCTION WITH US HIGHWAY 61.  TURN RIGHT AND GO NORTH ON US
 BJ4840'HIGHWAY 61 FOR 2.5 MILES TO A CROSSROAD (STATE HIGHWAY 3004 TO THE
 BJ4840'RIGHT AND A GRAVELED ROAD LEFT).  TURN LEFT AND GO WEST ON THE
 BJ4840'GRAVELED ROAD FOR 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4841 ***********************************************************************
 BJ4841  DESIGNATION -  HUDSON 1929 RM 3 1966
 BJ4841  PID         -  BJ4841
 BJ4841  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4841  USGS QUAD   -  PORT HUDSON (1994)
 BJ4841
 BJ4841                         *CURRENT SURVEY CONTROL
 BJ4841  ___________________________________________________________________
 BJ4841* NAD 83(1992)-  30 40 25.84044(N)    091 17 09.12994(W)     ADJUSTED  
 BJ4841* NAVD 88     -        29.8    (meters)      98.     (feet)  VERTCON   
 BJ4841  ___________________________________________________________________
 BJ4841  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4841  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4841
 BJ4841  HORZ ORDER  -  FIRST
 BJ4841
 BJ4841.The horizontal coordinates were established by classical geodetic methods
 BJ4841.and adjusted by the National Geodetic Survey in January 1993..
 BJ4841
 BJ4841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4841
 BJ4841.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4841
 BJ4841.The geoid height was determined by GEOID03.
 BJ4841
 BJ4841;                    North         East     Units Scale Factor Converg.
 BJ4841;SPC LA S     -   240,964.677 1,004,548.335   MT  0.99999454   +0 01 25.4
 BJ4841;SPC LA S     -   790,564.94  3,295,755.66   sFT  0.99999454   +0 01 25.4
 BJ4841;UTM  15      - 3,394,709.956   664,207.431   MT  0.99993263   +0 52 28.8
 BJ4841
 BJ4841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4841!SPC LA S     -   0.99999961  x   0.99999454  =   0.99999415
 BJ4841!UTM  15      -   0.99999961  x   0.99993263  =   0.99993224
 BJ4841
 BJ4841|---------------------------------------------------------------------|
 BJ4841| PID    Reference Object                     Distance      Geod. Az  |
 BJ4841|                                                           dddmmss.s |
 BJ4841| BJ4836 HUDSON                               13.129 METERS 03721     |
 BJ4841| BJ4840 HUDSON 1929 AZ MK 1966              283.839 METERS 08042     |
 BJ4841| BJ4842 HUDSON RM A                          27.065 METERS 31651     |
 BJ4841|---------------------------------------------------------------------|
 BJ4841
 BJ4841                          SUPERSEDED SURVEY CONTROL
 BJ4841
 BJ4841  NAD 83(1986)-  30 40 25.85902(N)    091 17 09.12642(W) AD(       ) 1
 BJ4841  NAD 27      -  30 40 25.19288(N)    091 17 08.72880(W) AD(       ) 1
 BJ4841  NGVD 29 (07/19/86)   29.8    (m)           98.     (f) VERT ANG       
 BJ4841
 BJ4841.Superseded values are not recommended for survey control.
 BJ4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4841.See file dsdata.txt to determine how the superseded data were derived.
 BJ4841
 BJ4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6420794710(NAD 83)
 BJ4841_MARKER: DR = REFERENCE MARK DISK
 BJ4841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4841+STABILITY: SURFACE MOTION
 BJ4841
 BJ4841  HISTORY     - Date     Condition        Report By
 BJ4841  HISTORY     - 1966     MONUMENTED       CGS
 BJ4841  HISTORY     - 1970     GOOD             NGS
 BJ4841
 BJ4841                          STATION DESCRIPTION
 BJ4841
 BJ4841'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4841'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF FRANCISVILLE, ABOUT 5
 BJ4841'MILES WEST-SOUTHWEST OF PLAINS, 3 MILES WEST OF US HIGHWAY 61 AND IN
 BJ4841'THE NORTHEAST ANGLE OF A T INTERSECTION.  IT IS 53 FEET NORTH OF
 BJ4841'THE APPROXIMATE CENTER OF GRAVEL ROAD, 34-1/2 FEET EAST OF THE
 BJ4841'APPROXIMATE CENTER OF GRAVEL ROAD, 31 FEET SOUTH-SOUTHWEST OF A
 BJ4841'POWERLINE POLE AND 21 FEET NORTH-NORTHEAST OF A 24 INCH CEDAR
 BJ4841'TREE.  STATION IS MARKED BY A STANDARD TRIANGULATION REFERENCE
 BJ4841'MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 BJ4841'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BJ4841'HUDSON NO 3 1929 1966.
 BJ4841'
 BJ4841'TO REACH THE STATION FROM THE POST OFFICE IN ST. FRANCISVILLE, GO
 BJ4841'EAST ON STATE HIGHWAY 35 FOR 0.35 MILE TO THE JUNCTION OF STATE
 BJ4841'HIGHWAY 35 AND US HIGHWAY 61.  TURN LEFT AND GO EAST ON US HIGHWAY
 BJ4841'61 FOR 10.0 MILES TO STATE HIGHWAY 888 ON THE RIGHT, TURN RIGHT
 BJ4841'AND GO SOUTHERLY ON STATE HIGHWAY 888 FOR 4.9 MILE TO A CROSSROAD.
 BJ4841'TURN RIGHT AND GO SOUTH FOR 1.2 MILES TO A T INTERSECTION AND
 BJ4841'STATION IN THE NORTHEAST ANGLE OF CROSSROADS AS DESCRIBED.
 BJ4841'
 BJ4841'AZIMUTH MARK AS DESCRIBED IN THE RECOVERY NOTE OF HUDSON 1929.
 BJ4841'
 BJ4841'HEIGHT OF LIGHT ABOVE STATION MARK 34.51 METERS.
 BJ4841
 BJ4841                          STATION RECOVERY (1970)
 BJ4841
 BJ4841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4841'THE DESCRIPTION FOR THE STATION IS ADEQUATE AND THE DISTANCE AND
 BJ4841'DIRECTIONS CHECKED FAVORABLE.  SOME CHANGES IN HIGHWAY NUMBERS WERE
 BJ4841'FOUND.
 BJ4841'
 BJ4841'STATION HUDSON IS LOCATED ABOUT 9 MILES SOUTHEAST OF ST FRANCISVILLE,
 BJ4841'6-1/2 MILES WEST-NORTHWEST OF ZACHARY, 1-1/2 MILES NORTHEAST OF A
 BJ4841'BEND IN THE MISSISSIPPI RIVER, IN SECTION 60, R2W, T4S, ON THE
 BJ4841'PROPERTY OF MR. RICHARD YOUNG, ROUTE 1, BOX 187, ZACHARY, LOUISIANA,
 BJ4841'70791.
 BJ4841'
 BJ4841'TO REACH STATION HUDSON FROM THE RAILROAD DEPOT IN ZACHARY, GO WEST ON
 BJ4841'STATE HIGHWAY 64 FOR 2.3 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BJ4841'964. CONTINUE WEST ON STATE HIGHWAY 64 FOR 3.3 MILES TO THE JUNCTION
 BJ4841'WITH US HIGHWAY 61.  TURN RIGHT AND GO NORTH ON US HIGHWAY 61 FOR
 BJ4841'2.5 MILES TO A CROSSROAD (STATE HIGHWAY 3004 TO THE RIGHT AND A
 BJ4841'GRAVELED ROAD LEFT).  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 BJ4841'FOR 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON
 BJ4841'GRAVELED ROAD FOR 0.25 MILE TO A T-ROAD JUNCTION AND THE STATION ON
 BJ4841'THE RIGHT IN THE NORTHEAST ANGLE OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4842 ***********************************************************************
 BJ4842  DESIGNATION -  HUDSON RM A
 BJ4842  PID         -  BJ4842
 BJ4842  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4842  USGS QUAD   -  PORT HUDSON (1994)
 BJ4842
 BJ4842                         *CURRENT SURVEY CONTROL
 BJ4842  ___________________________________________________________________
 BJ4842* NAD 83(1992)-  30 40 26.48162(N)    091 17 09.82535(W)     ADJUSTED  
 BJ4842* NAVD 88     -        29.5    (meters)      97.     (feet)  VERTCON   
 BJ4842  ___________________________________________________________________
 BJ4842  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4842  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4842
 BJ4842  HORZ ORDER  -  FIRST
 BJ4842
 BJ4842.The horizontal coordinates were established by classical geodetic methods
 BJ4842.and adjusted by the National Geodetic Survey in January 1993..
 BJ4842
 BJ4842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4842
 BJ4842.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4842
 BJ4842.The geoid height was determined by GEOID03.
 BJ4842
 BJ4842;                    North         East     Units Scale Factor Converg.
 BJ4842;SPC LA S     -   240,984.415 1,004,529.816   MT  0.99999458   +0 01 25.1
 BJ4842;SPC LA S     -   790,629.70  3,295,694.90   sFT  0.99999458   +0 01 25.1
 BJ4842;UTM  15      - 3,394,729.415   664,188.622   MT  0.99993256   +0 52 28.4
 BJ4842
 BJ4842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4842!SPC LA S     -   0.99999965  x   0.99999458  =   0.99999423
 BJ4842!UTM  15      -   0.99999965  x   0.99993256  =   0.99993221
 BJ4842
 BJ4842|---------------------------------------------------------------------|
 BJ4842| PID    Reference Object                     Distance      Geod. Az  |
 BJ4842|                                                           dddmmss.s |
 BJ4842| CW1485 HUDSON RM 1                          30.657 METERS 00617     |
 BJ4842| BJ4803 THOMPSON                            APPROX. 9.8 KM 0685121.2 |
 BJ4842| BJ4836 HUDSON                               28.066 METERS 10922     |
 BJ4842| BJ4806 ZACHARY GSU MICROWAVE               APPROX. 5.5 KM 1342456.3 |
 BJ4842| BJ4841 HUDSON 1929 RM 3 1966                27.065 METERS 13651     |
 BJ4842|---------------------------------------------------------------------|
 BJ4842
 BJ4842                          SUPERSEDED SURVEY CONTROL
 BJ4842
 BJ4842  NAD 83(1986)-  30 40 26.50028(N)    091 17 09.82192(W) AD(       ) 1
 BJ4842  NAD 27      -  30 40 25.83407(N)    091 17 09.42419(W) AD(       ) 1
 BJ4842  NGVD 29 (07/19/86)   29.5    (m)           97.     (f) VERT ANG       
 BJ4842
 BJ4842.Superseded values are not recommended for survey control.
 BJ4842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4842.See file dsdata.txt to determine how the superseded data were derived.
 BJ4842
 BJ4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6418994729(NAD 83)
 BJ4842_MARKER: DS = TRIANGULATION STATION DISK
 BJ4842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4842
 BJ4842  HISTORY     - Date     Condition        Report By
 BJ4842  HISTORY     - 1966     MONUMENTED       CGS
 BJ4842  HISTORY     - 1970     GOOD             NGS
 BJ4842
 BJ4842                          STATION DESCRIPTION
 BJ4842
 BJ4842'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4842'STATION HUDSON IS LOCATED ABOUT 9 MILES SOUTHEAST OF ST FRANCISVILLE,
 BJ4842'6-1/2 MILES WEST-NORTHWEST OF ZACHARY, 1-1/2 MILES NORTHEAST OF A
 BJ4842'BEND IN THE MISSISSIPPI RIVER, IN SECTION 60, T 4 S, R 2 W, ON THE
 BJ4842'PROPERTY OF MR. RICHARD YOUNG, ROUTE 1, BOX 187, ZACHARY, LOUISIANA,
 BJ4842'70791.
 BJ4842'
 BJ4842'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 BJ4842'ROUND CONCRETE MONUMENT SET 3 FEET BELOW THE SURFACE OF THE GROUND
 BJ4842'AND IS STAMPED HUDSON RM A 1966.  IT IS 132 FEET NORTHWEST OF
 BJ4842'INTERSECTION OF TWO GRAVELED ROADS, 25-1/2 FEET SOUTHWEST OF CENTER
 BJ4842'OF A GRAVELED ROAD, 80.0 FEET WEST-SOUTHWEST OF A POWERLINE POLE
 BJ4842'AND 28.5 FEET SOUTH OF A 16 INCH OAK TREE.
 BJ4842'
 BJ4842'ROAD GRADING AND STRAIGHTENING MAY EXPOSE SURFACE MARK IN THE FUTURE.
 BJ4842'
 BJ4842'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HUDSON RM 3,
 BJ4842'DISTANCE BEING SHOWN ABOVE.
 BJ4842
 BJ4842                          STATION RECOVERY (1970)
 BJ4842
 BJ4842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4842'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, REFERENCE MARK
 BJ4842'3, AZIMUTH MARK AND HUDSON 1929 WERE RECOVERED AND FOUND TO BE IN
 BJ4842'GOOD CONDITION.  DUE TO THE GROWTH OF TREES AND HEAVY UNDERGROWTH THE
 BJ4842'AZIMUTH MARK AND REFERENCE MARK 2 WERE OBSTRUCTED.  SOME
 BJ4842'CHANGES WERE NOTED IN THE DIRECTIONS TO REACH AND A NEW DESCRIPTION
 BJ4842'FOLLOWS.  THE DIRECTIONS AND DISTANCES CHECKED FAVORABLE.
 BJ4842'
 BJ4842'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF ST FRANCISVILLE,
 BJ4842'6-1/2 MILES WEST-NORTHWEST OF ZACHARY, 1-1/2 MILES NORTHEAST OF A
 BJ4842'BEND IN THE MISSISSIPPI RIVER, IN SECTION 60, T 4 S, R 2 W, ON THE
 BJ4842'PROPERTY OF MR. RICHARD YOUNG, ROUTE 1, BOX 187, ZACHARY, LOUISIANA,
 BJ4842'70791.
 BJ4842'
 BJ4842'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ZACHARY, GO WEST ON
 BJ4842'STATE HIGHWAY 64 FOR 2.3 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BJ4842'964. CONTINUE WEST ON STATE HIGHWAY 64 FOR 3.3 MILES TO THE JUNCTION
 BJ4842'WITH US HIGHWAY 61.  TURN RIGHT AND GO NORTH ON US HIGHWAY 61 FOR
 BJ4842'2.5 MILES TO A CROSSROAD (STATE HIGHWAY 3004 ON THE RIGHT AND A
 BJ4842'GRAVELED ROAD ON THE LEFT).  TURN LEFT AND GO WEST ON GRAVELED ROAD
 BJ4842'FOR 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON
 BJ4842'THE GRAVELED ROAD FOR 0.25 MILE TO A T-ROAD JUNCTION AND THE STATION
 BJ4842'TO THE RIGHT ON THE WEST SIDE OF THE GRAVELED ROAD.
 BJ4842'
 BJ4842'THE STATION MARKS ARE STANDARD DISKS STAMPED HUDSON RM A 1966.  THE
 BJ4842'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4842'MONUMENT THAT IS 36 INCHES BELOW THE GROUND SURFACE.  IT IS 125
 BJ4842'FEET NORTHWEST OF THE INTERSECTION OF THE T-ROAD JUNCTION, 29 FEET
 BJ4842'SOUTHWEST OF A 16-INCH TWIN FORKED OAK TREE, 25 FEET WEST OF
 BJ4842'THE NORTH-SOUTH GRAVELED ROAD, 16 FEET WEST OF THE NORTH-SOUTH
 BJ4842'FENCE LINE AND 5.6 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 BJ4842'THE UNDERGROUND MARK IS SET IN THE TOP OF A MASS OF CONCRETE
 BJ4842'ABOUT 5 FEET BELOW THE GROUND SURFACE.
 BJ4842'
 BJ4842'REFERENCE MARK 1, A STANDARD DISK STAMPED HUDSON NO 1 1929, IS SET IN
 BJ4842'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 BJ4842'ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTH OF THE CENTER OF A
 BJ4842'WIRE GATE AND FIELD ENTRANCE, 25 FEET EAST OF A NORTH-SOUTH GRAVELED
 BJ4842'ROAD AND 10 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 BJ4842'
 BJ4842'REFERENCE MARK 3, A STANDARD DISK STAMPED HUDSON NO 3 1929 1966, IS
 BJ4842'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4842'FLUSH WITH THE GROUND SURFACE.  IT IS 73 FEET NORTHEAST OF THE
 BJ4842'INTERSECTION OF THE T-ROAD JUNCTION, 36 FEET EAST OF THE
 BJ4842'NORTH-SOUTH GRAVELED ROAD, 30.5 FEET SOUTHWEST OF A POWERLINE POLE,
 BJ4842'22.5 FEET NORTH-NORTHEAST OF A 24-INCH CEDAR TREE AND 18.4 FEET
 BJ4842'NORTH OF AN EAST-WEST FENCE LINE.
 BJ4842'
 BJ4842'HUDSON 1929 IS A STANDARD STATION MARK DISK, STAMPED HUDSON 1929, SET
 BJ4842'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 BJ4842'INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET NORTH OF AN
 BJ4842'EAST-WEST FENCE LINE, 64 FEET NORTHEAST OF A NORTH-SOUTH FENCE LINE
 BJ4842'AND 17 FEET EAST-NORTHEAST OF A POWERLINE POLE.  THE UNDERGROUND
 BJ4842'MARK IS A STANDARD DISK, STAMPED HUDSON 1929, SET IN THE TOP
 BJ4842'OF AN IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE
 BJ4842'SURFACE OF THE GROUND.
 BJ4842'
 BJ4842'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
 BJ4842'
 BJ4842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 BJ4842'WEST-NORTHWEST OF ZACHARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1609 ***********************************************************************
 CP1609  DESIGNATION -  HUFF BOLT
 CP1609  PID         -  CP1609
 CP1609  STATE/COUNTY-  LA/TENSAS
 CP1609  USGS QUAD   -  SOMERSET (1994)
 CP1609
 CP1609                         *CURRENT SURVEY CONTROL
 CP1609  ___________________________________________________________________
 CP1609* NAD 83(1986)-  32 07 35.     (N)    091 10 25.     (W)     SCALED    
 CP1609* NAVD 88     -        24.26   (+/-2cm)      79.6    (feet)  VERTCON   
 CP1609  ___________________________________________________________________
 CP1609  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1609
 CP1609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1609
 CP1609.The horizontal coordinates were scaled from a topographic map and have
 CP1609.an estimated accuracy of +/- 6 seconds.
 CP1609
 CP1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1609.The vertical order pertains to the NGVD 29 superseded value.
 CP1609
 CP1609.The geoid height was determined by GEOID03.
 CP1609
 CP1609;                    North         East    Units  Estimated Accuracy
 CP1609;SPC LA N     -   181,090.    1,125,150.      MT  (+/- 180 meters Scaled)
 CP1609
 CP1609                          SUPERSEDED SURVEY CONTROL
 CP1609
 CP1609  NGVD 29 (??/??/92)   24.283  (m)           79.67   (f) ADJ UNCH    2 0
 CP1609
 CP1609.Superseded values are not recommended for survey control.
 CP1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1609.See file dsdata.txt to determine how the superseded data were derived.
 CP1609
 CP1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR722559(NAD 83)
 CP1609_MARKER: B = BOLT
 CP1609_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1609_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1609_STAMPING: P.B.M. HUFF
 CP1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1609
 CP1609  HISTORY     - Date     Condition        Report By
 CP1609  HISTORY     - UNK      MONUMENTED       DOD
 CP1609  HISTORY     - 1971     GOOD             LADTD
 CP1609
 CP1609                          STATION DESCRIPTION
 CP1609
 CP1609'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1609'14.6 MI NE FROM NEWELLTON.
 CP1609'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1609'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1609'DIRECTION ALONG U.S. HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1609'LOUISIANA HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1609'3.4 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 608.  THENCE IN A
 CP1609'NORTHEAST DIRECTION ALONG LOUISIANA HIGHWAY 608 2.7 MILES TO THE
 CP1609'INTERSECTION OF A GRAVEL ROAD ON TOP OF THE MISSISSIPPI RIVER LEVEE.
 CP1609'THENCE IN A NORTHERLY DIRECTION ALONG GRAVEL ROAD ON THE LEVEE 0.7
 CP1609'MILE TO THE INTERSECTION WITH OLD MISSISSIPPI RIVER LEVEE.  THENCE
 CP1609'SOUTHEAST ALONG TOP OF OLD LEVEE 0.2 MILE TO THE MARK.  IT IS 180.0
 CP1609'FEET SOUTHWEST OF THE CENTERLINE OF THE LEVEE, 66.0 FEET NORTHWEST OF
 CP1609'A RAMP LEADING TO A CULTIVATED FIELD, 32.0 FEET NORTHWEST OF A 32.0
 CP1609'INCH FORKED HACKBERRY TREE, IN GROVE OF BLACK LOCUST TREES.  A
 CP1609'STANDARD U.S. ENGINEERS B.M. CAP SET ON TOP OF AN IRON PIPE PROJECTING
 CP1609'16 INCHES ABOVE GROUND.  A BOLT IS SET IN CONCRETE ABOUT 3.0 FEET
 CP1609'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH THE IRON PIPE. A METAL
 CP1609'WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1608 ***********************************************************************
 CP1608  DESIGNATION -  HUFF CAP
 CP1608  PID         -  CP1608
 CP1608  STATE/COUNTY-  LA/TENSAS
 CP1608  USGS QUAD   -  SOMERSET (1994)
 CP1608
 CP1608                         *CURRENT SURVEY CONTROL
 CP1608  ___________________________________________________________________
 CP1608* NAD 83(1986)-  32 07 35.     (N)    091 10 25.     (W)     SCALED    
 CP1608* NAVD 88     -        25.49   (+/-2cm)      83.6    (feet)  VERTCON   
 CP1608  ___________________________________________________________________
 CP1608  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1608
 CP1608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1608
 CP1608.The horizontal coordinates were scaled from a topographic map and have
 CP1608.an estimated accuracy of +/- 6 seconds.
 CP1608
 CP1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1608.The vertical order pertains to the NGVD 29 superseded value.
 CP1608
 CP1608.The geoid height was determined by GEOID03.
 CP1608
 CP1608;                    North         East    Units  Estimated Accuracy
 CP1608;SPC LA N     -   181,090.    1,125,150.      MT  (+/- 180 meters Scaled)
 CP1608
 CP1608                          SUPERSEDED SURVEY CONTROL
 CP1608
 CP1608  NGVD 29 (??/??/92)   25.513  (m)           83.70   (f) ADJ UNCH    2 0
 CP1608
 CP1608.Superseded values are not recommended for survey control.
 CP1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1608.See file dsdata.txt to determine how the superseded data were derived.
 CP1608
 CP1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR722559(NAD 83)
 CP1608_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1608_STAMPING: P.B.M. HUFF
 CP1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1608
 CP1608  HISTORY     - Date     Condition        Report By
 CP1608  HISTORY     - UNK      MONUMENTED       DOD
 CP1608  HISTORY     - 1971     GOOD             LADTD
 CP1608
 CP1608                          STATION DESCRIPTION
 CP1608
 CP1608'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1608'14.6 MI NE FROM NEWELLTON.
 CP1608'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1608'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1608'DIRECTION ALONG U.S. HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1608'LOUISIANA HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1608'3.4 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 608.  THENCE IN A
 CP1608'NORTHEAST DIRECTION ALONG LOUISIANA HIGHWAY 608 2.7 MILES TO THE
 CP1608'INTERSECTION OF A GRAVEL ROAD ON TOP OF THE MISSISSIPPI RIVER LEVEE.
 CP1608'THENCE IN A NORTHERLY DIRECTION ALONG GRAVEL ROAD ON THE LEVEE 0.7
 CP1608'MILE TO THE INTERSECTION WITH OLD MISSISSIPPI RIVER LEVEE.  THENCE
 CP1608'SOUTHEAST ALONG TOP OF OLD LEVEE 0.2 MILE TO THE MARK.  IT IS 180.0
 CP1608'FEET SOUTHWEST OF THE CENTERLINE OF THE LEVEE, 66.0 FEET NORTHWEST OF
 CP1608'A RAMP LEADING TO A CULTIVATED FIELD, 32.0 FEET NORTHWEST OF A 32.0
 CP1608'INCH FORKED HACKBERRY TREE, IN GROVE OF BLACK LOCUST TREES.  A
 CP1608'STANDARD U.S. ENGINEERS B.M. CAP SET ON TOP OF AN IRON PIPE PROJECTING
 CP1608'16 INCHES ABOVE GROUND.  THE IRON PIPE.  A METAL WITNESS POST IS SET
 CP1608'1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2850 ***********************************************************************
 CQ2850  DESIGNATION -  HUGHEN
 CQ2850  PID         -  CQ2850
 CQ2850  STATE/COUNTY-  LA/WINN
 CQ2850  USGS QUAD   -  HUDSON (1985)
 CQ2850
 CQ2850                         *CURRENT SURVEY CONTROL
 CQ2850  ___________________________________________________________________
 CQ2850* NAD 83(1992)-  32 03 41.55733(N)    092 35 11.72174(W)     ADJUSTED  
 CQ2850* NAVD 88     -        59.9    (meters)     197.     (feet)  VERTCON   
 CQ2850  ___________________________________________________________________
 CQ2850  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 CQ2850  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2850
 CQ2850  HORZ ORDER  -  SECOND
 CQ2850
 CQ2850.The horizontal coordinates were established by classical geodetic methods
 CQ2850.and adjusted by the National Geodetic Survey in January 1993..
 CQ2850
 CQ2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2850
 CQ2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2850
 CQ2850.The geoid height was determined by GEOID03.
 CQ2850
 CQ2850;                    North         East     Units Scale Factor Converg.
 CQ2850;SPC LA N     -   173,139.541   991,824.041   MT  0.99991788   -0 02 44.8
 CQ2850;SPC LA N     -   568,041.98  3,254,009.37   sFT  0.99991788   -0 02 44.8
 CQ2850;UTM  15      - 3,547,332.114   539,022.887   MT  0.99961878   +0 13 10.0
 CQ2850
 CQ2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2850!SPC LA N     -   0.99999462  x   0.99991788  =   0.99991250
 CQ2850!UTM  15      -   0.99999462  x   0.99961878  =   0.99961340
 CQ2850
 CQ2850|---------------------------------------------------------------------|
 CQ2850| PID    Reference Object                     Distance      Geod. Az  |
 CQ2850|                                                           dddmmss.s |
 CQ2850| CY4717 HUGHEN RM 1                          22.094 METERS 08150     |
 CQ2850| CY4716 HUGHEN AZ MK                                       1534408.6 |
 CQ2850| CQ2851 HUGHEN LADH RM 2 1971                 7.512 METERS 20826     |
 CQ2850|---------------------------------------------------------------------|
 CQ2850
 CQ2850                          SUPERSEDED SURVEY CONTROL
 CQ2850
 CQ2850  NAD 83(1986)-  32 03 41.57158(N)    092 35 11.71276(W) AD(       ) 2
 CQ2850  NAD 27      -  32 03 40.99439(N)    092 35 11.17621(W) AD(       ) 2
 CQ2850  NGVD 29 (07/19/86)   59.9    (m)          197.     (f) VERT ANG       
 CQ2850
 CQ2850.Superseded values are not recommended for survey control.
 CQ2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2850.See file dsdata.txt to determine how the superseded data were derived.
 CQ2850
 CQ2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3902347332(NAD 83)
 CQ2850_MARKER: DD = SURVEY DISK
 CQ2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2850
 CQ2850  HISTORY     - Date     Condition        Report By
 CQ2850  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2850
 CQ2850                          STATION DESCRIPTION
 CQ2850
 CQ2850'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2850'THE STATION IS LOCATED 6 MILES WEST-SOUTHWEST OF SIKES, 5 MILES
 CQ2850'SOUTHEAST OF DODSON AND 10 MILES NORTHEAST OF WINNFIELD, IN THE
 CQ2850'NORTHEAST 1/4 OF SECTION 5, T12N, R2W, AND ON THE PROPERTY OWNED
 CQ2850'BY VICTOR HUGHEN, ADDRESS 322 ALBANY STREET, SHREVEPORT,
 CQ2850'LOUISIANA, TELEPHONE 868-9948.
 CQ2850'
 CQ2850'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 CQ2850'STATE HIGHWAY 126 IN DODSON, DRIVE EAST ON HIGHWAY 126 FOR 5.3
 CQ2850'MILES TO JUNCTION WITH STATE HIGHWAY 34, TURN RIGHT ON HIGHWAY
 CQ2850'34 AND DRIVE SOUTH FOR 2.1 MILES TO JUNCTION WITH STATE HIGHWAY
 CQ2850'1236 AND THE STATION WHICH IS SET IN THE NORTHWEST QUADRANT OF
 CQ2850'THE INTERSECTION NEAR A HOUSE.
 CQ2850'
 CQ2850'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 CQ2850'STATE HIGHWAY 34 FOR APPROXIMATELY 0.3 MILE TO A GRAVEL ROAD ON
 CQ2850'THE LEFT.  THE MARK IS SET SOUTH OF THE GRAVEL ROAD NEAR A FENCE
 CQ2850'AND APPROXIMATELY 150 FEET EAST OF HIGHWAY 34.
 CQ2850'
 CQ2850'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2850'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2850'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2850'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2850'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2850'SURFACE.  THEY ARE STAMPED HUGHEN 1971.  THE MARK IS
 CQ2850'APPROXIMATELY 350 FEET WEST OF THE CENTER OF STATE HIGHWAY 34,
 CQ2850'325 FEET WEST OF A METAL WITNESS POST AND SIGN (SET IN FENCE
 CQ2850'NEAR THE HIGHWAY), 117 FEET NORTH OF AN EAST-WEST FENCE, 79 FEET
 CQ2850'WEST OF THE NORTHWEST CORNER OF A HOUSE, AND 48 FEET
 CQ2850'EAST OF A 12 INCH CHINA BERRY TREE.
 CQ2850'
 CQ2850'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2850'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2850'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2850'GROUND.  IT IS STAMPED HUGHEN R.M. 1 1971.  IT IS 109 FEET
 CQ2850'NORTHEAST OF A 20 INCH HICKORY TREE, 38 FEET SOUTH OF AN
 CQ2850'EAST-WEST FENCE, 26 FEET EAST-SOUTHEAST OF A WATER WELL, 25 FEET
 CQ2850'WEST OF A 10 INCH PECAN TREE, AND 18 FEET NORTHWEST OF THE
 CQ2850'NORTHWEST CORNER OF A HOUSE.
 CQ2850'
 CQ2850'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2850'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2850'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2850'GROUND.  IT IS STAMPED HUGHEN R.M. 2 1971.  IT IS 93 FEET
 CQ2850'NORTH-NORTHEAST OF AN EAST-WEST FENCE, 92 FEET WEST-SOUTHWEST OF
 CQ2850'THE NORTHWEST CORNER OF A HOUSE, 50 FEET NORTH-NORTHWEST OF A 12
 CQ2850'INCH HICKORY TREE, AND 45 FEET EAST-SOUTHEAST OF A 12 INCH
 CQ2850'CHINA BERRY TREE.
 CQ2850'
 CQ2850'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2850'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2850'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2850'GROUND.  IT IS STAMPED HUGHEN AZ. MK. 1971.  IT IS 156 FEET EAST
 CQ2850'OF THE CENTER OF STATE HIGHWAY 34, 126 FEET EAST OF A METAL
 CQ2850'WITNESS POST AND SIGN (SET IN FENCE NEAR HIGHWAY), 73 FEET
 CQ2850'WEST-SOUTHWEST OF A FENCE CORNER, 27 FEET SOUTH-SOUTHEAST OF
 CQ2850'THE CENTER OF A GRAVEL ROAD, 24 FEET EAST-SOUTHEAST OF THE
 CQ2850'CENTER OF A PIPE CATTLE GUARD, AND 5 FEET SOUTH OF A FENCE.
 CQ2850'
 CQ2850'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4805 ***********************************************************************
 BJ4805  DESIGNATION -  HUGHES
 BJ4805  PID         -  BJ4805
 BJ4805  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4805  USGS QUAD   -  ZACHARY (1980)
 BJ4805
 BJ4805                         *CURRENT SURVEY CONTROL
 BJ4805  ___________________________________________________________________
 BJ4805* NAD 83(1992)-  30 39 13.64895(N)    091 11 37.25459(W)     ADJUSTED  
 BJ4805* NAVD 88     -        30.2    (meters)      99.     (feet)  VERTCON   
 BJ4805  ___________________________________________________________________
 BJ4805  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4805  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4805
 BJ4805  HORZ ORDER  -  SECOND
 BJ4805
 BJ4805.The horizontal coordinates were established by classical geodetic methods
 BJ4805.and adjusted by the National Geodetic Survey in January 1993..
 BJ4805
 BJ4805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4805
 BJ4805.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4805
 BJ4805.The geoid height was determined by GEOID03.
 BJ4805
 BJ4805;                    North         East     Units Scale Factor Converg.
 BJ4805;SPC LA S     -   238,748.737 1,013,385.124   MT  0.99999050   +0 04 11.4
 BJ4805;SPC LA S     -   783,294.81  3,324,747.69   sFT  0.99999050   +0 04 11.4
 BJ4805;UTM  15      - 3,392,625.615   673,075.794   MT  0.99996954   +0 55 16.2
 BJ4805
 BJ4805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4805!SPC LA S     -   0.99999954  x   0.99999050  =   0.99999004
 BJ4805!UTM  15      -   0.99999954  x   0.99996954  =   0.99996908
 BJ4805
 BJ4805:                Primary Azimuth Mark                     Grid Az
 BJ4805:SPC LA S     -  HUGHES AZ MK                             009 07 56.8
 BJ4805:UTM  15      -  HUGHES AZ MK                             008 16 52.0
 BJ4805
 BJ4805|---------------------------------------------------------------------|
 BJ4805| PID    Reference Object                     Distance      Geod. Az  |
 BJ4805|                                                           dddmmss.s |
 BJ4805| BJ3962 HUGHES AZ MK                                       0091208.2 |
 BJ4805| BJ4804 HUGHES LDH 1970 RM 1                 18.676 METERS 04943     |
 BJ4805| CW1488 HUGHES RM 3                          41.206 METERS 08542     |
 BJ4805| CW1489 HUGHES RM 4                          49.597 METERS 12141     |
 BJ4805| CW1487 HUGHES RM 2                          16.425 METERS 33248     |
 BJ4805|---------------------------------------------------------------------|
 BJ4805
 BJ4805                          SUPERSEDED SURVEY CONTROL
 BJ4805
 BJ4805  NAD 83(1986)-  30 39 13.66720(N)    091 11 37.25130(W) AD(       ) 2
 BJ4805  NAD 27      -  30 39 12.99966(N)    091 11 36.86138(W) AD(       ) 2
 BJ4805  NGVD 29 (07/19/86)   30.2    (m)           99.     (f) VERT ANG       
 BJ4805
 BJ4805.Superseded values are not recommended for survey control.
 BJ4805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4805.See file dsdata.txt to determine how the superseded data were derived.
 BJ4805
 BJ4805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7307692626(NAD 83)
 BJ4805_MARKER: DD = SURVEY DISK
 BJ4805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4805
 BJ4805  HISTORY     - Date     Condition        Report By
 BJ4805  HISTORY     - 1970     MONUMENTED       LADH
 BJ4805  HISTORY     - 1976     SEE DESCRIPTION  LADTD
 BJ4805
 BJ4805                          STATION DESCRIPTION
 BJ4805
 BJ4805'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4805'THE STATION IS LOCATED 2 MILES WEST OF ZACHARY AND 5 MILES
 BJ4805'NORTH-NORTHWEST OF BAKER, IN THE SOUTHEAST QUARTER OF SECTION 78,
 BJ4805'T4S-R1W, AND ON THE PROPERTY OWNED BY THE HUGHES ESTATE.
 BJ4805'
 BJ4805'TO REACH THE STATION FROM THE ZACHARY HIGH SCHOOL IN ZACHARY, DRIVE
 BJ4805'WEST ALONG STATE HIGHWAY 64 FOR 2 MILES TO THE INTERSECTION WITH
 BJ4805'STATE HIGHWAY 964, THEN TURN LEFT AND SOUTH ON STATE HIGHWAY 964
 BJ4805'AND DRIVE 0.1 MILE TO THE STATION WHICH IS SET TO THE RIGHT AND
 BJ4805'WEST OF THE HIGHWAY NEAR A HOUSE.
 BJ4805'
 BJ4805'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 BJ4805'HIGHWAY 964 FOR 0.3 MILE TO THE MARK SET TO THE LEFT AND WEST OF THE
 BJ4805'HIGHWAY NEAR A CEMETERY.
 BJ4805'
 BJ4805'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4805'COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12 INCH CYLINDRICAL
 BJ4805'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED
 BJ4805'HUGHES 1970.  IT IS 119 FEET WEST OF THE CENTER OF STATE HIGHWAY 964,
 BJ4805'66 FEET NORTH OF THE NORTHWEST CORNER OF A RESIDENCE, 25 FEET EAST OF
 BJ4805'THE SOUTHEAST CORNER OF A TIN BUILDING, 16 FEET SOUTH OF A 12
 BJ4805'INCH CATALPA TREE, AND 13 FEET SOUTH OF A METAL WITNESS POST.
 BJ4805'
 BJ4805'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4805'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4805'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4805'STAMPED HUGHES RM 1 1970.  IT IS 80 FEET EAST-SOUTHEAST OF THE
 BJ4805'NORTHEAST CORNER OF A TIN BUILDING, 60 FEET WEST OF THE CENTER OF
 BJ4805'STATE HIGHWAY 964, 53 FEET NORTHEAST OF A 12 INCH CATALPA TREE,
 BJ4805'53 FEET NORTHEAST OF A METAL WITNESS POST, AND 43 FEET EAST OF A 16
 BJ4805'INCH CATALPA TREE.
 BJ4805'
 BJ4805'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4805'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4805'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4805'STAMPED HUGHES RM 2 1970.  IT IS 181 FEET WEST OF THE CENTER OF STATE
 BJ4805'HIGHWAY 964, 42 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, 40 FEET
 BJ4805'NORTH-NORTHWEST OF A 12 INCH CATALPA TREE, 29 FEET WEST-NORTHWEST OF
 BJ4805'A 16 INCH CATALPA TREE, AND 11 FEET SOUTH-SOUTHEAST OF THE NORTHEAST
 BJ4805'CORNER OF A TIN BUILDING.
 BJ4805'
 BJ4805'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4805'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4805'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4805'HUGHES AZ MK 1970.  IT IS 88 FEET EAST-NORTHEAST OF A 12 INCH LIVE
 BJ4805'OAK TREE, 39 FEET WEST OF THE CENTER OF STATE HIGHWAY 964, 39
 BJ4805'FEET NORTH OF TELEPHONE POLE NO. 38, 53 FEET SOUTH OF THE
 BJ4805'ENTRANCE TO THE AZALEA CEMETERY, AND 2 FEET SOUTH OF A METAL
 BJ4805'WITNESS POST.
 BJ4805'
 BJ4805'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4805
 BJ4805                          STATION RECOVERY (1976)
 BJ4805
 BJ4805'RECOVERY NOTE BY LA TRANSP AND DEV 1976 (RT)
 BJ4805'THE STATION WAS VISITED ON 4-12-76.  THE STATION SURFACE MARK HAD
 BJ4805'BEEN PUSHED TO THE SOUTH, REFERENCE MARK 1 COULD NOT BE FOUND AND
 BJ4805'REFERENCE MARK 2 IS UNDER A BUILDING AND CANNOT BE OBSERVED.  THE
 BJ4805'AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION, BUT CANNOT BE
 BJ4805'OBSERVED BECAUSE OF OBSTRUCTIONS ON LINE.  A NEW STATION MARK AND
 BJ4805'TWO NEW REFERENCE MARKS WERE SET AT THIS TIME.  THE STATION
 BJ4805'SURFACE MARK WAS SET BY THE PLUMB BENCH METHOD OVER THE
 BJ4805'UNDERGROUND MARK DISK.  A NEW DESCRIPTION FOLLOWS--
 BJ4805'
 BJ4805'THE STATION IS LOCATED ABOUT 2 MILES WEST OF ZACHARY, 3 MILES
 BJ4805'NORTHWEST OF BAKER AND 5 MILES SOUTHWEST OF SLAUGHTER.  THE MARK
 BJ4805'IS SET ON PROPERTY OWNED BY THE T. L. JAMES CONSTRUCTION COMPANY,
 BJ4805'RUSTON, LOUISIANA.
 BJ4805'
 BJ4805'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 BJ4805'64 IN THE CENTER OF ZACHARY, GO WEST ALONG STATE HIGHWAY 64 FOR
 BJ4805'2.2 MILES TO THE INTERSECTION WITH STATE HIGHWAY 964 AND THE
 BJ4805'STATION SET IN THE SOUTHWEST QUADRANT OF THE INTERSECTION NEAR A
 BJ4805'TIN BUILDING AND A WOOD FRAME HOUSE.
 BJ4805'
 BJ4805'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4805'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4805'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE DISK IS
 BJ4805'STAMPED HUGHES 1970 1976.  THE SUB-SURFACE MARK DISK IS SET IN AN
 BJ4805'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BJ4805'SURFACE.  THE DISK IS STAMPED HUGHES 1970.  THE MARK IS 119 FEET
 BJ4805'SOUTH-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE ON STATE
 BJ4805'HIGHWAY 964, 66 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BJ4805'WOOD FRAME HOUSE, 25 FEET NORTH-NORTHEAST OF THE SOUTHEAST
 BJ4805'CORNER OF A TIN COVERED SHOP BUILDING, 15 FEET WEST OF THE WEST
 BJ4805'EDGE OF A CONCRETE SLAB AND 1 FOOT NORTHEAST OF A METAL
 BJ4805'WITNESS POST AND SIGN.
 BJ4805'
 BJ4805'REFERENCE MARK 3, A STANDARD DISK STAMPED HUGHES NO 3 1970 1976,
 BJ4805'SET IN A DRILL HOLE IN A CONCRETE SLAB ON THE MEDIAN OF STATE
 BJ4805'HIGHWAY 964 IS 62 FEET SOUTH-SOUTHWEST OF THE NORTH END OF A
 BJ4805'CONCRETE SIDE-DRAIN, 54.5 FEET SOUTHEAST OF THE SOUTH END OF A
 BJ4805'SIDE-DRAIN, 22 FEET WEST OF THE CENTER OF THE NORTH BOUND LANE ON
 BJ4805'STATE HIGHWAY 964 AND 17 FEET EAST OF THE CENTER OF THE SOUTH
 BJ4805'BOUND LANE ON STATE HIGHWAY 964.
 BJ4805'
 BJ4805'REFERENCE MARK 4, A STANDARD DISK STAMPED HUGHES NO. 4 1970 1976,
 BJ4805'SET IN A DRILL HOLE IN A CONCRETE SLAB ON THE MEDIAN OF STATE
 BJ4805'HIGHWAY 964 IS 84 FEET NORTHWEST OF A TELEPHONE CABLE REPAIR BOX,
 BJ4805'64 FEET WEST OF A RIGHT-OF-WAY FENCE, 63 FEET EAST OF A POWER
 BJ4805'POLE, 54 FEET SOUTHEAST OF THE NORTH END OF A CONCRETE SIDE-DRAIN
 BJ4805'AND 19 FEET WEST OF THE CENTER OF THE NORTH BOUND LANE ON STATE
 BJ4805'HIGHWAY 964.
 BJ4805'
 BJ4805'THE 1970 DESCRIPTION FOR THE AZIMUTH MARK IS ADEQUATE.
 BJ4805'
 BJ4805'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4805'
 BJ4805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4805'2 MILES WEST OF ZACHARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3962 ***********************************************************************
 BJ3962  DESIGNATION -  HUGHES AZ MK
 BJ3962  PID         -  BJ3962
 BJ3962  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3962  USGS QUAD   -  ZACHARY (1980)
 BJ3962
 BJ3962                         *CURRENT SURVEY CONTROL
 BJ3962  ___________________________________________________________________
 BJ3962* NAD 83(1986)-  30 39 33.     (N)    091 11 38.     (W)     SCALED    
 BJ3962* NAVD 88     -        29.618  (meters)      97.17   (feet)  ADJUSTED  
 BJ3962  ___________________________________________________________________
 BJ3962  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3962  DYNAMIC HT  -          29.579 (meters)      97.04  (feet)  COMP
 BJ3962  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ3962
 BJ3962  VERT ORDER  -  SECOND    CLASS II
 BJ3962
 BJ3962.The horizontal coordinates were scaled from a topographic map and have
 BJ3962.an estimated accuracy of +/- 6 seconds.
 BJ3962
 BJ3962.The orthometric height was determined by differential leveling
 BJ3962.and adjusted by the National Geodetic Survey in February 1994..
 BJ3962
 BJ3962.The geoid height was determined by GEOID03.
 BJ3962
 BJ3962.The dynamic height is computed by dividing the NAVD 88
 BJ3962.geopotential number by the normal gravity value computed on the
 BJ3962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3962.degrees latitude (g = 980.6199 gals.).
 BJ3962
 BJ3962.The modeled gravity was interpolated from observed gravity values.
 BJ3962
 BJ3962;                    North         East    Units  Estimated Accuracy
 BJ3962;SPC LA S     -   239,350.    1,013,370.      MT  (+/- 180 meters Scaled)
 BJ3962
 BJ3962                          SUPERSEDED SURVEY CONTROL
 BJ3962
 BJ3962.No superseded survey control is available for this station.
 BJ3962
 BJ3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP730932(NAD 83)
 BJ3962_MARKER: DZ = AZIMUTH MARK DISK
 BJ3962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3962_SP_SET: CONCRETE POST
 BJ3962_STAMPING: HUGHES AZ MK 1970
 BJ3962_MARK LOGO: LADH  
 BJ3962_PROJECTION: FLUSH
 BJ3962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3962+STABILITY: SURFACE MOTION
 BJ3962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3962+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 BJ3962
 BJ3962  HISTORY     - Date     Condition        Report By
 BJ3962  HISTORY     - 1970     MONUMENTED       LADH
 BJ3962  HISTORY     - 1987     GOOD             LA-033
 BJ3962  HISTORY     - 20050504 GOOD             AERODA
 BJ3962
 BJ3962                          STATION DESCRIPTION
 BJ3962
 BJ3962'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3962'3.8 KM (2.35 MI) WEST FROM ZACHARY.
 BJ3962'FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 964, 3.8 KM (2.35 MI) WEST
 BJ3962'OF ZACHARY, GO NORTH ON HIGHWAY 964 0.4 KM (0.25 MI) TO THE AZALEA
 BJ3962'REST CEMETERY AND THE MARK ON THE LEFT, 27 METERS (88 FT) EAST-
 BJ3962'NORTHEAST OF A 14-INCH OAK TREE, 12 METERS (39.5 FT) NORTH OF A
 BJ3962'TELEPHONE POLE, 12 METERS (39.5 FT) WEST OF THE CENTER OF HIGHWAY 964
 BJ3962'AND 16 METERS (53 FT) SOUTH OF THE ENTRANCE TO THE CEMETERY.
 BJ3962'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3962'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3962
 BJ3962                          STATION RECOVERY (2005)
 BJ3962
 BJ3962'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ3962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5507 ***********************************************************************
 AB5507  DESIGNATION -  HUM 1
 AB5507  PID         -  AB5507
 AB5507  STATE/COUNTY-  LA/LAFOURCHE
 AB5507  USGS QUAD   -  HOUMA (1980)
 AB5507
 AB5507                         *CURRENT SURVEY CONTROL
 AB5507  ___________________________________________________________________
 AB5507* NAD 83(1992)-  29 34 13.21344(N)    090 39 29.51133(W)     ADJUSTED  
 AB5507* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AB5507  **This station is located in a subsidence area (see below).
 AB5507  ___________________________________________________________________
 AB5507  X           -     -63,777.185 (meters)                     COMP
 AB5507  Y           -  -5,551,528.688 (meters)                     COMP
 AB5507  Z           -   3,129,026.425 (meters)                     COMP
 AB5507  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AB5507  ELLIP HEIGHT-         -23.64  (meters)          (02/20/02) GPS OBS
 AB5507  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AB5507
 AB5507  HORZ ORDER  -  FIRST
 AB5507  ELLP ORDER  -  FOURTH    CLASS I
 AB5507
 AB5507.This mark is at Houma-Terrebonne Airport (HUM)
 AB5507
 AB5507.The horizontal coordinates were established by GPS observations
 AB5507.and adjusted by the National Geodetic Survey in June 1996..
 AB5507
 AB5507 ** The orthometric height has not been validated since last determined
 AB5507 ** by differential leveling and should not be used for control purposes.
 AB5507 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AB5507 ** area with valid NAVD 88 orthometric heights.
 AB5507 ** The geoid height was determined by a new realization of GEOID03 for the
 AB5507 ** epoch indicated which incorporates improved geoid heights for the
 AB5507 ** Southern Louisiana Subsidence area.
 AB5507 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AB5507.The orthometric height was determined by GPS observations and a
 AB5507.high-resolution geoid model.
 AB5507
 AB5507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5507
 AB5507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5507
 AB5507.The ellipsoidal height was determined by GPS observations
 AB5507.and is referenced to NAD 83.
 AB5507
 AB5507.The geoid height was determined by GEOID03.
 AB5507
 AB5507;                    North         East     Units Scale Factor Converg.
 AB5507;SPC LA S     -   118,834.581 1,065,416.716   MT  0.99995379   +0 20 15.3
 AB5507;SPC LA S     -   389,876.45  3,495,454.68   sFT  0.99995379   +0 20 15.3
 AB5507;UTM  15      - 3,273,465.476   726,860.663   MT  1.00023507   +1 09 22.2
 AB5507
 AB5507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5507!SPC LA S     -   1.00000371  x   0.99995379  =   0.99995750
 AB5507!UTM  15      -   1.00000371  x   1.00023507  =   1.00023878
 AB5507
 AB5507                          SUPERSEDED SURVEY CONTROL
 AB5507
 AB5507  ELLIP H (06/19/96)  -23.61   (m)                       GP(       ) 1 1
 AB5507
 AB5507.Superseded values are not recommended for survey control.
 AB5507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5507.See file dsdata.txt to determine how the superseded data were derived.
 AB5507
 AB5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2686173465(NAD 83)
 AB5507_MARKER: DD = SURVEY DISK
 AB5507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5507_STAMPING: HUM 1 1996
 AB5507_MARK LOGO: NOS   
 AB5507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB5507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5507+STABILITY: SURFACE MOTION
 AB5507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5507+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB5507
 AB5507  HISTORY     - Date     Condition        Report By
 AB5507  HISTORY     - 1996     MONUMENTED       NGS
 AB5507
 AB5507                          STATION DESCRIPTION
 AB5507
 AB5507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AB5507'THE STATION IS LOCATED SE OF HOUMA AT THE HOUMA-TERREBONNE AIRPORT
 AB5507'JUST WEST OF THE WEST EDGE OF THE EAST RAMP NEAR HAMMONDS AVIATION. TO
 AB5507'REACH FROM THE INTERSECTION OF HWY 90 AND 24 IN HOUMA, PROCEED EAST
 AB5507'AND SE ON HWY 24 FOR APPROX.  4 MI (6.4 KM) TO THE AIRPORT AND
 AB5507'HAMMONDS AVIATION ON THE RIGHT.  PERMISSION MUST BE OBTAINED TO
 AB5507'PROCEED ONTO THE AIRFIELD.  CONTINUE WEST ACROSS THE EAST RAMP TO THE
 AB5507'GRASS AREA WEST OF THE RAMP AND SOUTH OF TAXIWAY DELTA.  THE STATION
 AB5507'IS IN THE GRASS AREA.  THE STATION IS A STANDARD ALUMINUM NOS DISK
 AB5507'ATTACHED TO A 42 IN ALUMINUM ROD DRIVEN INTO THE GROUND AND SURROUNDED
 AB5507'BY CONCRETE.  THE MARK IS FLUSH WITH THE GROUND.  IT IS 11 M (36.1 FT)
 AB5507'WEST OF THE WEST EDGE OF THE RAMP AND 41 M (134.5 FT) SOUTH OF THE
 AB5507'TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3543 ***********************************************************************
 AU3543  SACS        -  This is a Secondary Airport Control Station.
 AU3543  DESIGNATION -  HUM A
 AU3543  PID         -  AU3543
 AU3543  STATE/COUNTY-  LA/TERREBONNE
 AU3543  USGS QUAD   -  HOUMA (1980)
 AU3543
 AU3543                         *CURRENT SURVEY CONTROL
 AU3543  ___________________________________________________________________
 AU3543* NAD 83(1992)-  29 33 42.72333(N)    090 39 34.51969(W)     ADJUSTED  
 AU3543* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3543  **This station is located in a subsidence area (see below).
 AU3543  ___________________________________________________________________
 AU3543  X           -     -63,917.313 (meters)                     COMP
 AU3543  Y           -  -5,551,990.066 (meters)                     COMP
 AU3543  Z           -   3,128,209.719 (meters)                     COMP
 AU3543  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3543  ELLIP HEIGHT-         -23.95  (meters)          (05/22/02) GPS OBS
 AU3543  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AU3543  DYNAMIC HT  -           1.4   (meters)       5.    (feet)  COMP
 AU3543  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 AU3543
 AU3543  HORZ ORDER  -  FIRST
 AU3543  VERT ORDER  -  THIRD (See Below)
 AU3543  ELLP ORDER  -  THIRD     CLASS I
 AU3543
 AU3543.This mark is at Houma-Terrebonne Airport (HUM)
 AU3543
 AU3543.The horizontal coordinates were established by GPS observations
 AU3543.and adjusted by the National Geodetic Survey in December 1999..
 AU3543
 AU3543 ** The orthometric height has not been validated since last determined
 AU3543 ** by differential leveling and should not be used for control purposes.
 AU3543 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3543 ** area with valid NAVD 88 orthometric heights.
 AU3543 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3543 ** epoch indicated which incorporates improved geoid heights for the
 AU3543 ** Southern Louisiana Subsidence area.
 AU3543 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3543.The orthometric height was scaled from a topographic map.
 AU3543
 AU3543.GPS derived orthometric heights for airport stations designated as
 AU3543.PACS or SACS are published to 2 decimal places.  This maintains
 AU3543.centimeter relative accuracy between the PACS and SACS.  It does
 AU3543.not indicate centimeter accuracy relative to other marks which are
 AU3543.part of the NAVD 88 network.
 AU3543.The vertical order pertains to the first NAVD 88 superseded value.
 AU3543
 AU3543.Photographs are available for this station.
 AU3543
 AU3543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3543
 AU3543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3543
 AU3543.The ellipsoidal height was determined by GPS observations
 AU3543.and is referenced to NAD 83.
 AU3543
 AU3543.The geoid height was determined by GEOID03.
 AU3543
 AU3543.The dynamic height is computed by dividing the NAVD 88
 AU3543.geopotential number by the normal gravity value computed on the
 AU3543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3543.degrees latitude (g = 980.6199 gals.).
 AU3543
 AU3543.The modeled gravity was interpolated from observed gravity values.
 AU3543
 AU3543;                    North         East     Units Scale Factor Converg.
 AU3543;SPC LA S     -   117,895.046 1,065,287.437   MT  0.99995490   +0 20 12.8
 AU3543;SPC LA S     -   386,794.00  3,495,030.53   sFT  0.99995490   +0 20 12.8
 AU3543;UTM  15      - 3,272,523.927   726,744.785   MT  1.00023442   +1 09 18.6
 AU3543
 AU3543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3543!SPC LA S     -   1.00000376  x   0.99995490  =   0.99995866
 AU3543!UTM  15      -   1.00000376  x   1.00023442  =   1.00023818
 AU3543
 AU3543                          SUPERSEDED SURVEY CONTROL
 AU3543
 AU3543  ELLIP H (12/20/99)  -23.91   (m)                       GP(       ) 3 1
 AU3543  NAD 83(1992)-  29 33 42.72340(N)    090 39 34.51711(W) AD(       ) 2
 AU3543  ELLIP H (11/16/93)  -23.93   (m)                       GP(       ) 4 2
 AU3543  NAVD 88 (12/20/99)    1.38   (m)            4.5    (f) LEVELING    3  
 AU3543  NGVD 29 (11/16/93)    1.6    (m)            5.     (f) GPS OBS        
 AU3543
 AU3543.Superseded values are not recommended for survey control.
 AU3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3543.See file dsdata.txt to determine how the superseded data were derived.
 AU3543
 AU3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2674572524(NAD 83)
 AU3543_MARKER: DD = SURVEY DISK
 AU3543_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AU3543_SP_SET: CONCRETE DRAIN
 AU3543_STAMPING: HUM A 1979
 AU3543_MARK LOGO: NOS   
 AU3543_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3543+STABILITY: SURFACE MOTION
 AU3543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3543+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2000
 AU3543
 AU3543  HISTORY     - Date     Condition        Report By
 AU3543  HISTORY     - 1979     MONUMENTED       NOS
 AU3543  HISTORY     - 19900615 GOOD             NGS
 AU3543  HISTORY     - 19921105 GOOD
 AU3543  HISTORY     - 19930609 GOOD             LADTD
 AU3543  HISTORY     - 19990503 GOOD             NGS
 AU3543  HISTORY     - 20000418 GOOD             NGS
 AU3543
 AU3543                          STATION DESCRIPTION
 AU3543
 AU3543'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 AU3543'THIS STATION IS LOCATED AT THE SOUTH SIDE OF THE CITY OF HOUMA AT THE
 AU3543'HOUMA TERREBONNE AIRPORT ON THE SOUTH END OF THE AIRFIELD NEAR RUNWAY
 AU3543'END 36.
 AU3543'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION AND
 AU3543'INSTRUCTIONS FOR ACCESSING THE CONTROLLED SURFACE AREAS OF THE
 AU3543'AIRFIELD.
 AU3543'THE STATION IS 337.46 FT (102.86 M) NE OF RUNWAY END 36, 138.95 FT
 AU3543'(42.35 M) E OF THE RUNWAY EDGE, 141.24 FT (43.05 M) W OF A N-S
 AU3543'TAXIWAY EDGE, AND 199.18 FT (60.71 M) N OF AN OLD TAXIWAY HOLD BAR.
 AU3543'THE MARK IS A NOS DISK STAMPED ---HUM A 1979--- WHICH IS SET FLUSH
 AU3543'IN A DRILL HOLE IN THE SW CORNER OF A 4 FEET X 5 FEET CONCRETE
 AU3543'DRAIN CULVERT.
 AU3543'NGS HAS INERTIAL SURVEY SYSTEM (ISS) POSITION FOR THIS STATION.
 AU3543'HOLDBAR HAS BEEN SANDBLASTED BUT STILL VISIBLE, NEW HOLDBAR IS
 AU3543'PAINTED TO THE EAST.
 AU3543
 AU3543                          STATION RECOVERY (1990)
 AU3543
 AU3543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3543'THIS STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT NEAR RUNWAY
 AU3543'END 36.  IT IS 337.46 FT (102.86 M) NE OF RUNWAY END 36, 138.95 FT
 AU3543'(42.35 M) E OF THE RUNWAY EDGE, 141.24 FT (43.05 M) W OF A N-S TAXIWAY
 AU3543'EDGE, AND 199.18 FT (60.71 M) N OF AN OLD TAXIWAY HOLD BAR. THE MARK
 AU3543'IS AN NOS DISK STAMPED HUM A 1979, WHICH IS SET FLUSH IN A DRILL HOLE
 AU3543'IN THE SW CORNER OF A 4 FT (1.2 M) X 5 FT (1.5 M) CONCRETE DRAIN
 AU3543'CULVERT.  NGS HAS INERTIAL SURVEY SYSTEM (ISS) POSITION FOR THIS
 AU3543'STATION.  HOLDBAR HAS BEEN SANDBLASTED BUT STILL VISIBLE, NEW HOLDBAR
 AU3543'IS PAINTED TO THE EAST.
 AU3543
 AU3543                          STATION RECOVERY (1992)
 AU3543
 AU3543'RECOVERED 1992
 AU3543'RECOVERED IN GOOD CONDITION.
 AU3543
 AU3543                          STATION RECOVERY (1993)
 AU3543
 AU3543'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU3543'THE STATION IS LOCATED AT THE HOUMA-TERREBONNE AIRPORT IN THE
 AU3543'SOUTHERN PART OF HOUMA SET AT THE SOUTH END OF THE AIRPORT NEAR
 AU3543'RUNWAY END 36.  OWNERSHIP--HOUMA-TERREBONNE AIRPORT COMMISSION,
 AU3543'STATION 1, BOX 10158, HOUMA, LOUISIANA 70363, PHONE 504-872-4646.
 AU3543'THE STATION IS 337.5 FT (102.9 M) NORTHEAST FROM RUNWAY END 36, 199.0
 AU3543'FT (60.7 M) NORTH FROM THE NORTH EDGE OF THE HOLDING RAMP, 141.0 FT
 AU3543'(43.0 M) WEST FROM THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY, 139.0 FT
 AU3543'(42.4 M) EAST FROM THE EAST EDGE OF THE RUNWAY, FLUSH WITH THE DRAIN
 AU3543'SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 AU3543
 AU3543                          STATION RECOVERY (1999)
 AU3543
 AU3543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AU3543'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF HOUMA AT THE
 AU3543'HOUMA-TERREBONNE AIRPORT, NEAR THE CENTER OF THE SOUTHERN PART OF THE
 AU3543'AIRFIELD AND OLD RUNWAY END 36, BETWEEN RUNWAY 18-36 AND ITS PARALLEL
 AU3543'TAXI, ALONG THE NORTH SIDE OF THE 1ST CONNECTOR TAXI NORTH OF RUNWAY
 AU3543'END 36, AND IN LINE WITH THE 4TH SET OF TAXI LIGHTS FROM THE RUNWAY.
 AU3543'OWNERSHIP--HOUMA-TERREBONNE AIRPORT COMMISSION, 220 CLENDENNING ROAD,
 AU3543'HOUMA, LA 70363.  AIRPORT MANAGER IS EARL J.  HICKS.  MAINTENANCE
 AU3543'SUPERVISOR IS BOB GOSS.  PHONE 504-872-4646, FAX 504-876-4115. CONTACT
 AU3543'ONE OF THEM AT LEAST ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 AU3543'STATION AND ACCESS THROUGH LOCKED GATES.  IT MAY BE NECESSARY TO HAVE
 AU3543'AN ESCORT.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF COMBINED
 AU3543'U.S.  HIGHWAY 90/STATE HIGHWAY 3052 (FUTURE INTERSTATE HIGHWAY 49) AND
 AU3543'U.S.  BUSINESS HIGHWAY 90 ABOUT 7 KM (4.35 MI) NORTHEAST OF HOUMA, GO
 AU3543'SOUTHWEST ON BUSINESS HIGHWAY 90 FOR 5.31 KM (3.30 MI) TO THE JUNCTION
 AU3543'OF STATE HIGHWAY 3087 ON THE LEFT. TURN LEFT, SOUTHEAST, THEN
 AU3543'SOUTH-SOUTHWEST, ON HIGHWAY 3087 FOR 8.13 KM (5.05 MI) TO THE JUNCTION
 AU3543'OF STATE HIGHWAY 24 (EAST MAIN STREET) JUST AFTER CROSSING A DRAW
 AU3543'BRIDGE AND ABOUT 0.8 KM (0.50 MI) AFTER CROSSING A LARGE BRIDGE OVER A
 AU3543'WATERWAY.  TURN LEFT, SOUTHEAST, ON HIGHWAY 24 FOR 1.53 KM (0.95 MI)
 AU3543'TO THE JUNCTION OF CLENDENNING ROAD ON THE RIGHT.  TURN RIGHT,
 AU3543'SOUTHWEST, ON THE ROAD FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF ROUNDS
 AU3543'ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, ON THE ROAD FOR 0.58 KM (0.35
 AU3543'MI) TO THE JUNCTION OF BAUCH ROAD ON THE LEFT.  TURN LEFT, EAST, ON
 AU3543'THE ROAD FOR 0.24 KM (0.15 MI) TO A ROAD RIGHT BETWEEN SEVERAL METAL
 AU3543'BUILDINGS.  TURN RIGHT, SOUTH, THEN WEST, ON THE ROAD FOR 0.24 KM
 AU3543'(0.15 MI) TO A LOCKED GATE ON THE LEFT.  TURN LEFT, SOUTHEAST, PASSING
 AU3543'THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO A SMALL PRIVATE APRON, TAXI
 AU3543'F ON THE LEFT AND A TAXI ON THE RIGHT.  TURN LEFT, EAST, ALONG TAXI F
 AU3543'FOR 0.43 KM (0.25 MI) TO THE EAST EDGE OF THE WEST APRON.  TURN LEFT,
 AU3543'NORTH, ALONG THE APRON FOR 0.16 KM (0.10 MI) TO TAXI A ON THE RIGHT.
 AU3543'TURN RIGHT, EAST ALONG THE APRON PASSING AROUND RUNWAY END 18 FOR 0.24
 AU3543'KM (0.15 MI) TO THE PARALLEL TAXI FOR RUNWAY 18-36.  TURN RIGHT,
 AU3543'SOUTH, ALONG THE TAXI CROSSING RUNWAY 12-30 FOR 1.37 KM (0.85 MI) TO
 AU3543'THE STATION ON THE RIGHT.  THE STATION IS SET IF THE TOP OF AND NEAR
 AU3543'THE SOUTHWEST CORNER OF A 1.3 M (4.3 FT) X 1.5 M (4.9 FT) CONCRETE
 AU3543'DRAIN SET FLUSH WITH THE GROUND.  IT IS 60.6 M (198.8 FT) NORTH OF THE
 AU3543'NORTH EDGE OF THE CONNECTOR TAXI, 57.5 M (188.6 FT) NORTH OF THE 4TH
 AU3543'TAXI LIGHT FROM THE RUNWAY, 44.0 M (144.4 FT) WEST OF THE EDGE OF THE
 AU3543'PARALLEL TAXI, 42.3 M (138.8 FT) EAST OF THE RUNWAY EDGE, 41.3 M
 AU3543'(135.5 FT) EAST-SOUTHEAST OF THE CENTER OF A SIGN ALONG THE RUNWAY,
 AU3543'AND 19.4 M (63.6 FT) EAST OF THE EXTENDED STOP LINE CENTER.
 AU3543'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AU3543
 AU3543                          STATION RECOVERY (2000)
 AU3543
 AU3543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AU3543'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3555 ***********************************************************************
 AU3555  DESIGNATION -  HUM B
 AU3555  PID         -  AU3555
 AU3555  STATE/COUNTY-  LA/TERREBONNE
 AU3555  USGS QUAD   -  HOUMA (1980)
 AU3555
 AU3555                         *CURRENT SURVEY CONTROL
 AU3555  ___________________________________________________________________
 AU3555* NAD 83(1992)-  29 34 22.23864(N)    090 39 31.61132(W)     ADJUSTED  
 AU3555* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3555  **This station is located in a subsidence area (see below).
 AU3555  ___________________________________________________________________
 AU3555  X           -     -63,832.132 (meters)                     COMP
 AU3555  Y           -  -5,551,391.142 (meters)                     COMP
 AU3555  Z           -   3,129,268.249 (meters)                     COMP
 AU3555  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3555  ELLIP HEIGHT-         -23.37  (meters)          (06/06/02) GPS OBS
 AU3555  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU3555  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 AU3555  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 AU3555
 AU3555  HORZ ORDER  -  THIRD
 AU3555  VERT ORDER  -  THIRD (See Below)
 AU3555  ELLP ORDER  -  FOURTH    CLASS II
 AU3555
 AU3555.This mark is at Houma-Terrebonne Airport (HUM)
 AU3555
 AU3555.The horizontal coordinates were established by GPS observations
 AU3555.and adjusted by the National Geodetic Survey in May 2000..
 AU3555
 AU3555 ** The orthometric height has not been validated since last determined
 AU3555 ** by differential leveling and should not be used for control purposes.
 AU3555 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3555 ** area with valid NAVD 88 orthometric heights.
 AU3555 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3555 ** epoch indicated which incorporates improved geoid heights for the
 AU3555 ** Southern Louisiana Subsidence area.
 AU3555 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3555.The orthometric height was scaled from a topographic map.
 AU3555.The vertical order pertains to the first NAVD 88 superseded value.
 AU3555
 AU3555.Photographs are available for this station.
 AU3555
 AU3555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3555
 AU3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3555
 AU3555.The ellipsoidal height was determined by GPS observations
 AU3555.and is referenced to NAD 83.
 AU3555
 AU3555.The geoid height was determined by GEOID03.
 AU3555
 AU3555.The dynamic height is computed by dividing the NAVD 88
 AU3555.geopotential number by the normal gravity value computed on the
 AU3555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3555.degrees latitude (g = 980.6199 gals.).
 AU3555
 AU3555.The modeled gravity was interpolated from observed gravity values.
 AU3555
 AU3555;                    North         East     Units Scale Factor Converg.
 AU3555;SPC LA S     -   119,112.119 1,065,358.560   MT  0.99995346   +0 20 14.2
 AU3555;SPC LA S     -   390,787.01  3,495,263.88   sFT  0.99995346   +0 20 14.2
 AU3555;UTM  15      - 3,273,742.233   726,798.530   MT  1.00023472   +1 09 21.4
 AU3555
 AU3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3555!SPC LA S     -   1.00000367  x   0.99995346  =   0.99995713
 AU3555!UTM  15      -   1.00000367  x   1.00023472  =   1.00023839
 AU3555
 AU3555|---------------------------------------------------------------------|
 AU3555| PID    Reference Object                     Distance      Geod. Az  |
 AU3555|                                                           dddmmss.s |
 AU3555| AU3544 HUM D                               194.326 METERS 33950     |
 AU3555|---------------------------------------------------------------------|
 AU3555
 AU3555                          SUPERSEDED SURVEY CONTROL
 AU3555
 AU3555  ELLIP H (05/18/00)  -23.32   (m)                       GP(       ) 4 2
 AU3555  NAVD 88 (05/18/00)    1.99   (m)            6.5    (f) LEVELING    3  
 AU3555
 AU3555.Superseded values are not recommended for survey control.
 AU3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3555.See file dsdata.txt to determine how the superseded data were derived.
 AU3555
 AU3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2679973742(NAD 83)
 AU3555_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3555_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AU3555_SP_SET: TAXIWAY
 AU3555_STAMPING: HUM B 1979
 AU3555_MARK LOGO: NOS   
 AU3555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3555+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2000
 AU3555
 AU3555  HISTORY     - Date     Condition        Report By
 AU3555  HISTORY     - 1979     MONUMENTED       NOS
 AU3555  HISTORY     - 19900415 GOOD             NGS
 AU3555  HISTORY     - 19930609 GOOD             LADTD
 AU3555  HISTORY     - 20000418 GOOD             NGS
 AU3555
 AU3555                          STATION DESCRIPTION
 AU3555
 AU3555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (DAH)
 AU3555'THE STATION IS LOCATED IN THE NORTH PART OF THE AIRPORT ABOUT 900 FT
 AU3555'(274.3 M) SSE OF RUNWAY END 18.  IT IS IN THE SOUTH EDGE OF THE FIRST
 AU3555'EASTBOUND TAXIWAY SOUTH OF RWY END 18 FROM THE PARALLEL TAXIWAY TO THE
 AU3555'NORTH END OF A PARKING RAMP.  IT IS 72.8 FT (22.2 M) EAST OF THE
 AU3555'CENTERLINE OF THE PARALLEL TAXIWAY AND 13.3 FT (4.1 M) NORTH OF THE
 AU3555'SOUTH EDGE OF THE E/W TAXIWAY IN THE NEWLY WIDENED CURVE.  IT IS AN
 AU3555'NOS DISK STAMPED HUM B 1979-, AND SET IN A DRILLHOLE IN THE CONCRETE
 AU3555'TAXIWAY.  NGS HAS INERTIAL SURVEY SYSTEM (ISS) POSITION FOR THIS
 AU3555'STATION.
 AU3555
 AU3555                          STATION RECOVERY (1993)
 AU3555
 AU3555'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU3555'THE STATION IS LOCATED AT THE HOUMA-TERREBONNE AIRPORT IN THE
 AU3555'SOUTHERN PART OF HOUMA, ON TAXIWAY C (CHARLIE) NEAR THE NORTH END OF
 AU3555'THE EAST RAMP NEAR RUNWAY 18.  OWNERSHIP--HOUMA-TERREBONNE AIRPORT
 AU3555'COMMISSION, STATION 1, BOX 10158, HOUMA, LOUISIANA 70363, PHONE
 AU3555'504-872-4646.  THE STATION IS 89.0 FT (27.1 M) NORTH-NORTHEAST FROM
 AU3555'TAXIWAY C INDICATOR SIGN, 52.5 FT (16.0 M) EAST FROM THE EAST EDGE OF
 AU3555'TAXIWAY B, 39.5 FT (12.0 M) SOUTH FROM THE NORTH EDGE OF TAXIWAY C,
 AU3555'13.5 FT (4.1 M) NORTH FROM THE SOUTH EDGE OF TAXIWAY C, FLUSH WITH
 AU3555'THE TAXIWAY SURFACE.
 AU3555
 AU3555                          STATION RECOVERY (2000)
 AU3555
 AU3555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AU3555'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF HOUMA AT THE
 AU3555'HOUMA-TERREBONNE AIRPORT, NEAR THE CENTER OF THE NORTHERN PART OF THE
 AU3555'AIRPORT, BETWEEN RUNWAY END 18 AND TAXIWAY B.  ESCORT REQUIRED FOR
 AU3555'ACCESS.  OWNERSHIP--HOUMA-TERREBONNE AIRPORT COMMISSION, 220
 AU3555'CLENDENNING ROAD, HOUMA, LA 70363.  AIRPORT MANAGER IS EARL J.  HICKS
 AU3555'PHONE 504-872-4646.  CONTACT AT LEAST ONE DAY IN ADVANCE FOR ACCESS TO
 AU3555'THE STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF COMBINED
 AU3555'U.S.  HIGHWAY 90 / STATE HIGHWAY 3052 (FUTURE INTERSTATE HIGHWAY 49)
 AU3555'AND U.S.  BUSINESS HIGHWAY 90 ABOUT 7 KM (4.35 MI) NORTHEAST OF HOUMA,
 AU3555'GO SOUTHWEST ON BUSINESS HIGHWAY 90 FOR 5.31 KM (3.30 MI) TO THE
 AU3555'JUNCTION OF STATE HIGHWAY 3087 ON THE LEFT.  TURN LEFT, SOUTHEAST,
 AU3555'THEN SOUTH-SOUTHWEST, ON HIGHWAY 3087 FOR 8.13 KM (5.05 MI) TO THE
 AU3555'JUNCTION OF STATE HIGHWAY 24 (EAST MAIN STREET) TURN LEFT, SOUTHEAST,
 AU3555'ON HIGHWAY 24 FOR 1.53 KM (0.95 MI) TO THE JUNCTION OF CLENDENNING
 AU3555'ROAD ON THE RIGHT.  TURN RIGHT SOUTHWEST, ON THE ROAD FOR 0.56 KM
 AU3555'(0.35 MI) TO THE JUNCTION OF ROUNDS ROAD ON THE LEFT. TURN LEFT,
 AU3555'SOUTHEAST ON THE ROAD FOR 0.58 KM (0.35 MI) TO THE JUNCTION OF BAUCH
 AU3555'ROAD ON THE LEFT.  TURN LEFT, EAST ON THE ROAD FOR 0.24 KM (0.15 MI)
 AU3555'TO A ROAD ON THE RIGHT.  TURN RIGHT, SOUTH FOR 0.24 KM (0.15 MI) TO
 AU3555'ROYAL AVIATION.  FROM THE RAMP AT ROYAL AVIATION TURN LEFT ONTO
 AU3555'TAXIWAY F FOR 0.43 KM (0.25 MI) TO TAXIWAY A ON THE LEFT, TURN LEFT
 AU3555'ONTO TAXIWAY A FOR 0.32 KM (0.20 MI) CROSSING RUNWAY 18 TO TAXIWAY B.
 AU3555'THENCE 0.40 KM (0.25 MI) SOUTH ON TAXIWAY B TO TAXIWAY C AND THE
 AU3555'STATION ON LEFT.  THE STATION IS SET IN TAXIWAY C, 27.1 M (88.9 FT)
 AU3555'NORTH-NORTHEAST FROM TAXIWAY C INDICATOR SIGN, 16.0 M (52.5 FT) EAST
 AU3555'FROM THE EAST EDGE OF TAXIWAY B, 12.0 M (39.4 FT) SOUTH FROM THE NORTH
 AU3555'EDGE OF TAXIWAY C, 4.1 M (13.5 FT) NORTH FROM THE SOUTH EDGE OF
 AU3555'TAXIWAY C, THE STATION IS FLUSH WITH THE TAXIWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8045 ***********************************************************************
 AC8045  SACS        -  This is a Secondary Airport Control Station.
 AC8045  DESIGNATION -  HUM C
 AC8045  PID         -  AC8045
 AC8045  STATE/COUNTY-  LA/TERREBONNE
 AC8045  USGS QUAD   -  HOUMA (1980)
 AC8045
 AC8045                         *CURRENT SURVEY CONTROL
 AC8045  ___________________________________________________________________
 AC8045* NAD 83(1992)-  29 34 16.99845(N)    090 39 58.93682(W)     ADJUSTED  
 AC8045* NAVD 88     -         1.27 **(meters)       4.2  **(feet)  GPS OBS   
 AC8045  **This station is located in a subsidence area (see below).
 AC8045  ___________________________________________________________________
 AC8045  X           -     -64,568.486 (meters)                     COMP
 AC8045  Y           -  -5,551,461.650 (meters)                     COMP
 AC8045  Z           -   3,129,127.575 (meters)                     COMP
 AC8045  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AC8045  ELLIP HEIGHT-         -24.07  (meters)          (05/22/02) GPS OBS
 AC8045  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AC8045
 AC8045  HORZ ORDER  -  FIRST
 AC8045  ELLP ORDER  -  THIRD     CLASS I
 AC8045
 AC8045.This mark is at Houma-Terrebonne Airport (HUM)
 AC8045
 AC8045.The horizontal coordinates were established by GPS observations
 AC8045.and adjusted by the National Geodetic Survey in December 1999..
 AC8045
 AC8045 ** The orthometric height has not been validated since last determined
 AC8045 ** by differential leveling and should not be used for control purposes.
 AC8045 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AC8045 ** area with valid NAVD 88 orthometric heights.
 AC8045 ** The geoid height was determined by a new realization of GEOID03 for the
 AC8045 ** epoch indicated which incorporates improved geoid heights for the
 AC8045 ** Southern Louisiana Subsidence area.
 AC8045 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AC8045.The orthometric height was determined by GPS observations and a
 AC8045.high-resolution geoid model.
 AC8045
 AC8045.GPS derived orthometric heights for airport stations designated as
 AC8045.PACS or SACS are published to 2 decimal places.  This maintains
 AC8045.centimeter relative accuracy between the PACS and SACS.  It does
 AC8045.not indicate centimeter accuracy relative to other marks which are
 AC8045.part of the NAVD 88 network.
 AC8045
 AC8045.Photographs are available for this station.
 AC8045
 AC8045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8045
 AC8045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8045
 AC8045.The ellipsoidal height was determined by GPS observations
 AC8045.and is referenced to NAD 83.
 AC8045
 AC8045.The geoid height was determined by GEOID03.
 AC8045
 AC8045;                    North         East     Units Scale Factor Converg.
 AC8045;SPC LA S     -   118,946.477 1,064,624.058   MT  0.99995365   +0 20 00.6
 AC8045;SPC LA S     -   390,243.57  3,492,854.10   sFT  0.99995365   +0 20 00.6
 AC8045;UTM  15      - 3,273,566.064   726,066.266   MT  1.00023063   +1 09 07.8
 AC8045
 AC8045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8045!SPC LA S     -   1.00000378  x   0.99995365  =   0.99995743
 AC8045!UTM  15      -   1.00000378  x   1.00023063  =   1.00023441
 AC8045
 AC8045                          SUPERSEDED SURVEY CONTROL
 AC8045
 AC8045  ELLIP H (12/20/99)  -24.02   (m)                       GP(       ) 3 1
 AC8045
 AC8045.Superseded values are not recommended for survey control.
 AC8045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8045.See file dsdata.txt to determine how the superseded data were derived.
 AC8045
 AC8045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2606673566(NAD 83)
 AC8045_MARKER: DD = SURVEY DISK
 AC8045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8045_STAMPING: HUM C 1979
 AC8045_MARK LOGO: NOS   
 AC8045_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8045+STABILITY: SURFACE MOTION
 AC8045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8045+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2000
 AC8045
 AC8045  HISTORY     - Date     Condition        Report By
 AC8045  HISTORY     - 1979     MONUMENTED       NOS
 AC8045  HISTORY     - 19900615 GOOD             NGS
 AC8045  HISTORY     - 19990503 GOOD             NGS
 AC8045  HISTORY     - 20000418 GOOD             NGS
 AC8045
 AC8045                          STATION DESCRIPTION
 AC8045
 AC8045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC8045'THIS STATION IS ON THE AIRPORT NEAR RUNWAY END 12.  IT IS 221.99 FT
 AC8045'(67.66 M) NE OF THE CENTERLINE END OF RUNWAY 12, 97.65 FT (29.76 M) NE
 AC8045'OF THE EDGE OF THE RUNWAY, 40.75 FT (12.42 M) SE OF THE TAXIWAY EDGE
 AC8045'ON RANGE WITH THE OLD HOLD BAR, 206.4 FT (62.9 M) N OF THE CENTERLINE
 AC8045'OF THE DISPLACED THRESHOLD 12 AND 115.8 FT (35.3 M) NW OF THE NE
 AC8045'CORNER OF THE DISPLACED THRESHOLD PAINT BAR.  THE STATION IS MARKED
 AC8045'WITH A NOS DISK STAMPED HUM C 1979, SET IN THE TOP OF A CONCRETE POST
 AC8045'WHICH IS FLUSH WITH THE GROUND.  (NEW DESCRIPTION-1982) HOLDBAR HAS
 AC8045'BEEN SANDBLASTED BUT STILL VISIBLE, NEW HOLDBAR IS PAINTED TO THE
 AC8045'NORTHEAST.  NGS HAS INERTIAL SURVEY SYSTEM (ISS) POSITION FOR THIS
 AC8045'STATION.
 AC8045
 AC8045                          STATION RECOVERY (1999)
 AC8045
 AC8045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AC8045'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF HOUMA AT THE
 AC8045'HOUMA-TERREBONNE AIRPORT, NEAR THE NORTHWEST PART OF THE AIRFIELD, IN
 AC8045'THE EAST QUADRANT OF THE JUNCTION OF RUNWAY END 12 AND A TAXI LEADING
 AC8045'TO THE RUNWAY END, AND IN LINE WITH THE OLD PAINT BARS.
 AC8045'OWNERSHIP--HOUMA-TERREBONNE AIRPORT COMMISSION, 220 CLENDENNING ROAD,
 AC8045'HOUMA, LA 70363.  AIRPORT MANAGER IS EARL J.  HICKS.  MAINTENANCE
 AC8045'SUPERVISOR IS BOB GOSS.  PHONE 504-872-4646, FAX 504-876-4115. CONTACT
 AC8045'ONE OF THEM AT LEAST ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 AC8045'STATION AND ACCESS THROUGH LOCKED GATES.  IT MAY BE NECESSARY TO HAVE
 AC8045'AN ESCORT.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF COMBINED
 AC8045'U.S.  HIGHWAY 90/STATE HIGHWAY 3052 (FUTURE INTERSTATE HIGHWAY 49) AND
 AC8045'U.S.  BUSINESS HIGHWAY 90 ABOUT 7 KM (4.35 MI) NORTHEAST OF HOUMA, GO
 AC8045'SOUTHWEST ON BUSINESS HIGHWAY 90 FOR 5.31 KM (3.30 MI) TO THE JUNCTION
 AC8045'OF STATE HIGHWAY 3087 ON THE LEFT. TURN LEFT, SOUTHEAST, THEN
 AC8045'SOUTH-SOUTHWEST, ON HIGHWAY 3087 FOR 8.13 KM (5.05 MI) TO THE JUNCTION
 AC8045'OF STATE HIGHWAY 24 (EAST MAIN STREET) JUST AFTER CROSSING A DRAW
 AC8045'BRIDGE AND ABOUT 0.8 KM (0.50 MI) AFTER CROSSING A LARGE BRIDGE OVER A
 AC8045'WATERWAY.  TURN LEFT, SOUTHEAST, ON HIGHWAY 24 FOR 1.53 KM (0.95 MI)
 AC8045'TO THE JUNCTION OF CLENDENNING ROAD ON THE RIGHT.  TURN RIGHT,
 AC8045'SOUTHWEST, ON THE ROAD FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF ROUNDS
 AC8045'ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, ON THE ROAD FOR 0.58 KM (0.35
 AC8045'MI) TO THE JUNCTION OF BAUCH ROAD ON THE LEFT.  TURN LEFT, EAST, ON
 AC8045'THE ROAD FOR 0.24 KM (0.15 MI) TO A ROAD RIGHT BETWEEN SEVERAL METAL
 AC8045'BUILDINGS.  TURN RIGHT, SOUTH, THEN WEST, ON THE ROAD FOR 0.24 KM
 AC8045'(0.15 MI) TO A LOCKED GATE ON THE LEFT.  TURN LEFT, SOUTHEAST, PASSING
 AC8045'THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO A SMALL PRIVATE APRON, TAXI
 AC8045'F ON THE LEFT AND A TAXI ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ALONG
 AC8045'THE TAXI FOR 0.20 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE
 AC8045'STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH
 AC8045'WITH THE GROUND.  IT IS 32.3 M (106.0 FT) SOUTHWEST OF THE EXTENDED
 AC8045'STOP LINE CENTER, 30.3 M (99.4 FT) SOUTH OF THE CENTER OF A SIGN FOR
 AC8045'TAXI F, 29.8 M (97.8 FT) NORTHEAST OF THE RUNWAY EDGE, AND 12.4 M
 AC8045'(40.7 FT) SOUTHEAST OF THE TAXI EDGE.  NOTE--THIS IS A SECONDARY
 AC8045'AIRPORT CONTROL STATION (SACS) .
 AC8045
 AC8045                          STATION RECOVERY (2000)
 AC8045
 AC8045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC8045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3544 ***********************************************************************
 AU3544  PACS        -  This is a Primary Airport Control Station.
 AU3544  DESIGNATION -  HUM D
 AU3544  PID         -  AU3544
 AU3544  STATE/COUNTY-  LA/TERREBONNE
 AU3544  USGS QUAD   -  HOUMA (1980)
 AU3544
 AU3544                         *CURRENT SURVEY CONTROL
 AU3544  ___________________________________________________________________
 AU3544* NAD 83(1992)-  29 34 28.16317(N)    090 39 34.09982(W)     ADJUSTED  
 AU3544* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3544  **This station is located in a subsidence area (see below).
 AU3544  ___________________________________________________________________
 AU3544  X           -     -63,898.066 (meters)                     COMP
 AU3544  Y           -  -5,551,299.929 (meters)                     COMP
 AU3544  Z           -   3,129,426.665 (meters)                     COMP
 AU3544  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3544  ELLIP HEIGHT-         -23.85  (meters)          (03/19/02) GPS OBS
 AU3544  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AU3544  DYNAMIC HT  -           1.5   (meters)       5.    (feet)  COMP
 AU3544  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 AU3544
 AU3544  HORZ ORDER  -  B
 AU3544  VERT ORDER  -  THIRD (See Below)
 AU3544  ELLP ORDER  -  FIRST     CLASS II
 AU3544
 AU3544.This mark is at Houma-Terrebonne Airport (HUM)
 AU3544
 AU3544.The horizontal coordinates were established by GPS observations
 AU3544.and adjusted by the National Geodetic Survey in December 1999..
 AU3544
 AU3544 ** The orthometric height has not been validated since last determined
 AU3544 ** by differential leveling and should not be used for control purposes.
 AU3544 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3544 ** area with valid NAVD 88 orthometric heights.
 AU3544 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3544 ** epoch indicated which incorporates improved geoid heights for the
 AU3544 ** Southern Louisiana Subsidence area.
 AU3544 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3544.The orthometric height was scaled from a topographic map.
 AU3544
 AU3544.GPS derived orthometric heights for airport stations designated as
 AU3544.PACS or SACS are published to 2 decimal places.  This maintains
 AU3544.centimeter relative accuracy between the PACS and SACS.  It does
 AU3544.not indicate centimeter accuracy relative to other marks which are
 AU3544.part of the NAVD 88 network.
 AU3544.The vertical order pertains to the first NAVD 88 superseded value.
 AU3544
 AU3544.Photographs are available for this station.
 AU3544
 AU3544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3544
 AU3544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3544
 AU3544.The ellipsoidal height was determined by GPS observations
 AU3544.and is referenced to NAD 83.
 AU3544
 AU3544.The geoid height was determined by GEOID03.
 AU3544
 AU3544.The dynamic height is computed by dividing the NAVD 88
 AU3544.geopotential number by the normal gravity value computed on the
 AU3544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3544.degrees latitude (g = 980.6199 gals.).
 AU3544
 AU3544.The modeled gravity was interpolated from observed gravity values.
 AU3544
 AU3544;                    North         East     Units Scale Factor Converg.
 AU3544;SPC LA S     -   119,294.132 1,065,290.511   MT  0.99995325   +0 20 13.0
 AU3544;SPC LA S     -   391,384.16  3,495,040.62   sFT  0.99995325   +0 20 13.0
 AU3544;UTM  15      - 3,273,923.306   726,727.868   MT  1.00023432   +1 09 20.4
 AU3544
 AU3544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3544!SPC LA S     -   1.00000375  x   0.99995325  =   0.99995700
 AU3544!UTM  15      -   1.00000375  x   1.00023432  =   1.00023807
 AU3544
 AU3544|---------------------------------------------------------------------|
 AU3544| PID    Reference Object                     Distance      Geod. Az  |
 AU3544|                                                           dddmmss.s |
 AU3544| AU3555 HUM B                               194.326 METERS 15950     |
 AU3544| AU3545 10374 RM 2                          435.210 METERS 1614443.2 |
 AU3544|---------------------------------------------------------------------|
 AU3544
 AU3544                          SUPERSEDED SURVEY CONTROL
 AU3544
 AU3544  ELLIP H (12/20/99)  -23.80   (m)                       GP(       ) 1 2
 AU3544  NAD 83(1992)-  29 34 28.16356(N)    090 39 34.09685(W) AD(       ) 2
 AU3544  ELLIP H (11/16/93)  -23.80   (m)                       GP(       ) 4 2
 AU3544  NAVD 88 (12/20/99)    1.51   (m)            5.0    (f) LEVELING    3  
 AU3544  NGVD 29 (11/16/93)    1.7    (m)            6.     (f) GPS OBS        
 AU3544
 AU3544.Superseded values are not recommended for survey control.
 AU3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3544.See file dsdata.txt to determine how the superseded data were derived.
 AU3544
 AU3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2672873923(NAD 83)
 AU3544_MARKER: DD = SURVEY DISK
 AU3544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3544_SP_SET: CONCRETE POST
 AU3544_STAMPING: HUM D 1979
 AU3544_MARK LOGO: NOS   
 AU3544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3544+STABILITY: SURFACE MOTION
 AU3544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3544+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2000
 AU3544
 AU3544  HISTORY     - Date     Condition        Report By
 AU3544  HISTORY     - 1979     MONUMENTED       NOS
 AU3544  HISTORY     - 19900615 GOOD             NGS
 AU3544  HISTORY     - 19921105 GOOD
 AU3544  HISTORY     - 19930609 GOOD             LADTD
 AU3544  HISTORY     - 19960126 GOOD             NGS
 AU3544  HISTORY     - 19990503 GOOD             NGS
 AU3544  HISTORY     - 20000418 GOOD             NGS
 AU3544
 AU3544                          STATION DESCRIPTION
 AU3544
 AU3544'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 AU3544'THE STATION IS LOCATED ON THE SOUTH SIDE OF HOUMA AT THE HOUMA
 AU3544'TERREBONNE AIRPORT ON THE NORTH END OF THE AIRFIELD NEAR RUNWAY END
 AU3544'18.
 AU3544'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION AND
 AU3544'INSTRUCTIONS FOR ACCESSING THE CONTROLLED SURFACE AREAS OF THE
 AU3544'AIRFIELD.
 AU3544'IT IS 302.85 FT (92.31 M) SE OF RUNWAY END 18, 86.4 FT (26.3 M) EAST
 AU3544'OF THE E VASI IN THE NORTHERN SET OF TWO, 132.2 FEET (40.3 M) S OF
 AU3544'AND ON RANGE WITH A TAXIWAY HOLDBAR, 149.35 FT (45.52 M) E OF THE
 AU3544'RUNWAY EDGE ON RANGE WITH THE BASE OF THE OLD TOUCHDOWN BARS, AND
 AU3544'130.86 FT (39.89 M) W OF A N-S TAXIWAY EDGE.  THE STATION IS MARKED
 AU3544'BY A NOS DISK STAMPED ---HUM D 1979--- SET IN THE TOP OF A CONCRETE
 AU3544'POST WHICH IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND.  NGS HAS
 AU3544'INERTIAL SURVEY SYSTEMS (ISS) POSITION FOR THIS STATION. HOLDBAR HAS
 AU3544'BEEN SANDBLASTED BUT STILL VISIBLE, NEW HOLDBAR IS PAINTED TO THE
 AU3544'EAST.
 AU3544
 AU3544                          STATION RECOVERY (1990)
 AU3544
 AU3544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3544'THIS STATION IS LOCATED ON THE NORTH END OF THE AIRPORT NEAR RUNWAY
 AU3544'END 18.  IT IS 302.85 FT (92.31 M) SE OF RUNWAY END 18, 86.40 FT
 AU3544'(26.33 M) EAST OF THE E VASI IN THE NORTHERN SET OF TWO, 132.20 FT
 AU3544'(40.29 M) S OF AND ON RANGE WITH A TAXIWAY HOLD BAR, 149.35 FT (45.52
 AU3544'M) E OF THE RUNWAY EDGE ON RANGE WITH THE BASE OF THE OLD TOUCHDOWN
 AU3544'BARS, AND 130.86 FT (39.89 M) W OF A N-S TAXIWAY EDGE.  THE STATION IS
 AU3544'MARKED BY AN NOS DISK STAMPED HUM D 1979, SET IN THE TOP OF A CONCRETE
 AU3544'POST WHICH IS FLUSH WITH THE GROUND.  NGS HAS INERTIAL SURVEY SYSTEM
 AU3544'(ISS) POSITION FOR THIS STATION.  HOLDBAR HAS BEEN SANDBLASTED BUT
 AU3544'STILL VISIBLE, NEW HOLDBAR IS PAINTED TO THE EAST.
 AU3544
 AU3544                          STATION RECOVERY (1992)
 AU3544
 AU3544'RECOVERED 1992
 AU3544'RECOVERED IN GOOD CONDITION.
 AU3544
 AU3544                          STATION RECOVERY (1993)
 AU3544
 AU3544'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU3544'THE STATION IS LOCATED AT THE HOUMA-TERREBONNE AIRPORT IN THE
 AU3544'SOUTHERN PART OF HOUMA, SET NEAR RUNWAY END 18.
 AU3544'OWNERSHIP--HOUMA-TERREBONNE AIRPORT COMMISSION, STATION 1, BOX 10158,
 AU3544'HOUMA, LOUISIANA 70363, PHONE 504-872-4646.  THE STATION IS 149.5 FT
 AU3544'(45.6 M) EAST FROM THE EAST EDGE OF THE RUNWAY ON RANGE WITH THE BASE
 AU3544'OF THE TOUCHDOWN BARS, 132.0 FT (40.2 M) SOUTH FROM THE SOUTH EDGE OF
 AU3544'THE HOLDING RAMP TO RUNWAY 18, 131.0 WEST FROM THE WEST EDGE OF
 AU3544'TAXIWAY B (BRAVO), 125.0 FT (38.1 M) SOUTHWEST FROM TAXIWAY B
 AU3544'INDICATOR SIGN, RECESSED 2 INCHES BELOW THE GROUND SURFACE AND ABOUT
 AU3544'1.0 FT (0.3 M) BELOW THE LEVEL OF THE RUNWAY.
 AU3544
 AU3544                          STATION RECOVERY (1996)
 AU3544
 AU3544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AU3544'RECOVERED AS DESCRIBED.
 AU3544
 AU3544                          STATION RECOVERY (1999)
 AU3544
 AU3544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AU3544'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF HOUMA AT THE
 AU3544'HOUMA-TERREBONNE AIRPORT, NEAR THE CENTER OF THE NORTHERN PART OF THE
 AU3544'AIRFIELD, BETWEEN RUNWAY END 18 AND ITS PARALLEL TAXI, AND ALONG THE
 AU3544'SOUTH SIDE OF THE CONNECTOR TAXI TO THE RUNWAY END.
 AU3544'OWNERSHIP--HOUMA-TERREBONNE AIRPORT COMMISSION, 220 CLENDENNING ROAD,
 AU3544'HOUMA, LA 70363.  AIRPORT MANAGER IS EARL J.  HICKS.  MAINTENANCE
 AU3544'SUPERVISOR IS BOB GOSS.  PHONE 504-872-4646, FAX 504-876-4115. CONTACT
 AU3544'ONE OF THEM AT LEAST ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 AU3544'STATION AND ACCESS THROUGH LOCKED GATES.  IT MAY BE NECESSARY TO HAVE
 AU3544'AN ESCORT.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF COMBINED
 AU3544'U.S.  HIGHWAY 90/STATE HIGHWAY 3052 (FUTURE INTERSTATE HIGHWAY 49) AND
 AU3544'U.S.  BUSINESS HIGHWAY 90 ABOUT 7 KM (4.35 MI) NORTHEAST OF HOUMA, GO
 AU3544'SOUTHWEST ON BUSINESS HIGHWAY 90 FOR 5.31 KM (3.30 MI) TO THE JUNCTION
 AU3544'OF STATE HIGHWAY 3087 ON THE LEFT. TURN LEFT, SOUTHEAST, THEN
 AU3544'SOUTH-SOUTHWEST, ON HIGHWAY 3087 FOR 8.13 KM (5.05 MI) TO THE JUNCTION
 AU3544'OF STATE HIGHWAY 24 (EAST MAIN STREET) JUST AFTER CROSSING A DRAW
 AU3544'BRIDGE AND ABOUT 0.8 KM (0.50 MI) AFTER CROSSING A LARGE BRIDGE OVER A
 AU3544'WATERWAY.  TURN LEFT, SOUTHEAST, ON HIGHWAY 24 FOR 1.53 KM (0.95 MI)
 AU3544'TO THE JUNCTION OF CLENDENNING ROAD ON THE RIGHT.  TURN RIGHT,
 AU3544'SOUTHWEST, ON THE ROAD FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF ROUNDS
 AU3544'ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, ON THE ROAD FOR 0.58 KM (0.35
 AU3544'MI) TO THE JUNCTION OF BAUCH ROAD ON THE LEFT.  TURN LEFT, EAST, ON
 AU3544'THE ROAD FOR 0.24 KM (0.15 MI) TO A ROAD RIGHT BETWEEN SEVERAL METAL
 AU3544'BUILDINGS.  TURN RIGHT, SOUTH, THEN WEST, ON THE ROAD FOR 0.24 KM
 AU3544'(0.15 MI) TO A LOCKED GATE ON THE LEFT.  TURN LEFT, SOUTHEAST, PASSING
 AU3544'THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO A SMALL PRIVATE APRON, TAXI
 AU3544'F ON THE LEFT AND A TAXI ON THE RIGHT.  TURN LEFT, EAST, ALONG TAXI F
 AU3544'FOR 0.43 KM (0.25 MI) TO THE EAST EDGE OF THE WEST APRON.  TURN LEFT,
 AU3544'NORTH, ALONG THE APRON FOR 0.16 KM (0.10 MI) TO TAXI A ON THE RIGHT.
 AU3544'TURN RIGHT, EAST ALONG THE APRON PASSING AROUND RUNWAY END 18 FOR 0.16
 AU3544'KM (0.10 MI) STATION ON THE RIGHT.  THE STATION IS SET IF THE TOP OF A
 AU3544'30 CM ROUND CONCRETE POST RECESSED 5 CM BELOW THE GROUND.  IT IS 45.5
 AU3544'M (149.3 FT) EAST OF THE RUNWAY EDGE, 40.3 M (132.2 FT) SOUTH OF THE
 AU3544'CONNECTOR TAXI EDGE, 39.9 M (130.9 FT) WEST OF THE PARALLEL TAXI EDGE,
 AU3544'38.6 M (126.6 FT) SOUTHWEST OF THE CENTER OF A SIGN FOR TAXI B, 25.1 M
 AU3544'(82.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST 1 OF 2
 AU3544'CONCRETE PADS FOR REMOVED VASIS, 14.8 M (48.6 FT) WEST OF THE EXTENDED
 AU3544'CENTER OF THE STAOP LINE, 10 3 M (9.8 FT) NORTH-NORTHEAST OF THE
 AU3544'CENTER OF A DRAIN.  NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION
 AU3544'(PACS) .
 AU3544
 AU3544                          STATION RECOVERY (2000)
 AU3544
 AU3544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AU3544'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF HOUMA AT THE
 AU3544'HOUMA-TERREBONNE AIRPORT, NEAR THE CENTER OF THE NORTHERN PART OF THE
 AU3544'AIRPORT, BETWEEN RUNWAY END 18 AND TAXIWAY B.  ESCORT REQUIRED FOR
 AU3544'ACCESS.  OWNERSHIP--HOUMA-TERREBONNE AIRPORT COMMISSION, 220
 AU3544'CLENDENNING ROAD, HOUMA, LA 70363.  AIRPORT MANAGER IS EARL J.  HICKS
 AU3544'PHONE 504-872-4646.  CONTACT AT LEAST ONE DAY IN ADVANCE FOR ACCESS TO
 AU3544'THE STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF COMBINED
 AU3544'U.S.  HIGHWAY 90 / STATE HIGHWAY 3052 (FUTURE INTERSTATE HIGHWAY 49)
 AU3544'AND U.S.  BUSINESS HIGHWAY 90 ABOUT 7 KM (4.35 MI) NORTHEAST OF HOUMA,
 AU3544'GO SOUTHWEST ON BUSINESS HIGHWAY 90 FOR 5.31 KM (3.30 MI) TO THE
 AU3544'JUNCTION OF STATE HIGHWAY 3087 ON THE LEFT.  TURN LEFT, SOUTHEAST,
 AU3544'THEN SOUTH-SOUTHWEST, ON HIGHWAY 3087 FOR 8.13 KM (5.05 MI) TO THE
 AU3544'JUNCTION OF STATE HIGHWAY 24 (EAST MAIN STREET) TURN LEFT, SOUTHEAST,
 AU3544'ON HIGHWAY 24 FOR 1.53 KM (0.95 MI) TO THE JUNCTION OF CLENDENNING
 AU3544'ROAD ON THE RIGHT.  TURN RIGHT SOUTHWEST, ON THE ROAD FOR 0.56 KM
 AU3544'(0.35 MI) TO THE JUNCTION OF ROUNDS ROAD ON THE LEFT. TURN LEFT,
 AU3544'SOUTHEAST ON THE ROAD FOR 0.58 KM (0.35 MI) TO THE JUNCTION OF BAUCH
 AU3544'ROAD ON THE LEFT.  TURN LEFT, EAST ON THE ROAD FOR 0.24 KM (0.15 MI)
 AU3544'TO A ROAD ON THE RIGHT.  TURN RIGHT, SOUTH FOR 0.24 KM (0.15 MI) TO
 AU3544'ROYAL AVIATION.  FROM THE RAMP AT ROYAL AVIATION TURN LEFT ONTO
 AU3544'TAXIWAY F FOR 0.43 KM (0.25 MI) TO TAXIWAY A ON THE LEFT, TURN LEFT
 AU3544'ONTO TAXIWAY A FOR 0.32 KM (0.20 MI) CROSSING RUNWAY 18 TO TAXIWAY B
 AU3544'AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30
 AU3544'CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 45.5 M (149.3 FT)
 AU3544'EAST OF THE RUNWAY EDGE, 39.9 M (130.9 FT) WEST OF TAXIWAY B, 14.8 M
 AU3544'(48.6 FT) WEST OF THE EXTENDED CENTER OF THE HOLD BARS FOR RUNWAY 18
 AU3544'ON TAXIWAY B, 10.3 M (33.8 FT) NORTH-NORTHWEST OF THE CENTER OF A
 AU3544'DRAIN.  NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2952 ***********************************************************************
 AU2952  DESIGNATION -  HUMBLE 16 G
 AU2952  PID         -  AU2952
 AU2952  STATE/COUNTY-  LA/JEFFERSON
 AU2952  USGS QUAD   -  
 AU2952
 AU2952                         *CURRENT SURVEY CONTROL
 AU2952  ___________________________________________________________________
 AU2952* NAD 83(1992)-  29 07 23.05087(N)    090 01 18.17344(W)     ADJUSTED  
 AU2952* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2952  **This station is located in a subsidence area (see below).
 AU2952  ___________________________________________________________________
 AU2952  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AU2952  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AU2952
 AU2952  HORZ ORDER  -  SECOND
 AU2952
 AU2952.The horizontal coordinates were established by classical geodetic methods
 AU2952.and adjusted by the National Geodetic Survey in January 1993..
 AU2952
 AU2952 ** The orthometric height has not been validated since last determined
 AU2952 ** by differential leveling and should not be used for control purposes.
 AU2952 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2952 ** area with valid NAVD 88 orthometric heights.
 AU2952 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2952 ** epoch indicated which incorporates improved geoid heights for the
 AU2952 ** Southern Louisiana Subsidence area.
 AU2952 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2952.The orthometric height was scaled from a topographic map.
 AU2952
 AU2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2952
 AU2952.The geoid height was determined by GEOID03.
 AU2952
 AU2952;                    North         East     Units Scale Factor Converg.
 AU2952;SPC LA S     -    69,797.016 1,127,653.587   MT  1.00004216   +0 39 21.0
 AU2952;SPC LA S     -   228,992.38  3,699,643.48   sFT  1.00004216   +0 39 21.0
 AU2952;UTM  15      - 3,225,288.782   789,809.665   MT  1.00063656   +1 27 01.8
 AU2952;UTM  16      - 3,225,396.625   205,962.236   MT  1.00066703   -1 28 18.1
 AU2952
 AU2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2952!SPC LA S     -   1.00000373  x   1.00004216  =   1.00004589
 AU2952!UTM  15      -   1.00000373  x   1.00063656  =   1.00064029
 AU2952!UTM  16      -   1.00000373  x   1.00066703  =   1.00067076
 AU2952
 AU2952:                Primary Azimuth Mark                     Grid Az
 AU2952:SPC LA S     -  GRAND ISLE US CG RADIO MAST              009 53 58.9
 AU2952:UTM  15      -  GRAND ISLE US CG RADIO MAST              009 06 18.1
 AU2952:UTM  16      -  GRAND ISLE US CG RADIO MAST              012 01 38.0
 AU2952
 AU2952|---------------------------------------------------------------------|
 AU2952| PID    Reference Object                     Distance      Geod. Az  |
 AU2952|                                                           dddmmss.s |
 AU2952| AT1171 GRAND ISLE US CG RADIO MAST         APPROX.12.5 KM 0103319.9 |
 AU2952| AT1169 GRAND ISLE HUMBLE OIL CO TANK       APPROX.14.3 KM 0174852.5 |
 AU2952| AT1215 GRAND ISLE HUMBLE COMMUN TOWER      APPROX.15.6 KM 0194451.4 |
 AU2952| AT1211 BARATARIA LIGHTHOUSE 1911           APPROX.18.3 KM 0240113.7 |
 AU2952| DD7225 HUMBLE 16 G RM 1                     21.909 METERS 09521     |
 AU2952| DD7227 HUMBLE 16 G RM 3                     21.769 METERS 09525     |
 AU2952| AU2953 HOR 23 K                            APPROX. 2.9 KM 1571037.7 |
 AU2952| DD7226 HUMBLE 16 G RM 2                     15.942 METERS 18522     |
 AU2952| DD7228 HUMBLE 16 G RM 4                     15.961 METERS 18526     |
 AU2952| AU2948 RBN GRAND ISLE GNI                  APPROX. 8.8 KM 3260252.0 |
 AU2952|---------------------------------------------------------------------|
 AU2952
 AU2952                          SUPERSEDED SURVEY CONTROL
 AU2952
 AU2952  NAD 83(1986)-  29 07 23.06468(N)    090 01 18.18519(W) AD(       ) 2
 AU2952  NAD 27      -  29 07 22.23280(N)    090 01 17.91930(W) AD(       ) 2
 AU2952
 AU2952.Superseded values are not recommended for survey control.
 AU2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2952.See file dsdata.txt to determine how the superseded data were derived.
 AU2952
 AU2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8981025289(NAD 83)
 AU2952_MARKER: DS = TRIANGULATION STATION DISK
 AU2952_SETTING: 0 = UNSPECIFIED SETTING
 AU2952
 AU2952  HISTORY     - Date     Condition        Report By
 AU2952  HISTORY     - 1955     MONUMENTED       CGS
 AU2952  HISTORY     - 1956     GOOD             HUMBLE
 AU2952  HISTORY     - 1959     GOOD             HUMBLE
 AU2952  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AU2952
 AU2952                          STATION DESCRIPTION
 AU2952
 AU2952'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2952'THE STATION IS APPROXIMATELY 8 MILES SOUTH OF THE VILLAGE
 AU2952'OF GRAND ISLE, IN THE GULF OF MEXICO AND ON G PLATFORM OF
 AU2952'GRAND ISLE BLOCK 16 OF THE HUMBLE OIL COMPANY.  THIS PLATFORM
 AU2952'IS ON STATE LEASE 804-G.  IT IS ABOUT 80 FEET WIDE BY 90
 AU2952'FEET LONG AND PROJECTS 44 FEET ABOVE THE WATER WHICH IS
 AU2952'42 FEET DEEP.
 AU2952'
 AU2952'THE STATION MARK, STAMPED HUMBLE 16 G 1955, IS A STANDARD
 AU2952'DISK CEMENTED TO AN 18-INCH WIDE STEEL SKID BEAM WHICH RUNS
 AU2952'EAST AND WEST THE LENGTH OF THE PLATFORM.  THIS IS THE MOST
 AU2952'NORTHERLY ONE OF NINE SUCH BEAMS.  THE MARK IS 11.7 FEET
 AU2952'SOUTH OF THE NORTH END OF THE PLATFORM AND 5.2 FEET EAST
 AU2952'OF THE WEST END OF THE BEAM.  A CIRCLE WAS CHISELED IN THE
 AU2952'STEEL AROUND THE OUTSIDE EDGE OF THE DISK.
 AU2952'
 AU2952'REFERENCE MARK NO. 1, STAMPED HUMBLE 16 G NO. 1 1955, IS
 AU2952'A STANDARD DISK CEMENTED TO THE SAME STEEL SKID BEAM AS
 AU2952'THE STATION MARK.  IT IS 2.8 FEET WEST OF THE EAST END OF
 AU2952'THE BEAM.
 AU2952'
 AU2952'REFERENCE MARK NO. 2, STAMPED HUMBLE 16 G NO. 2 1955, IS
 AU2952'A STANDARD DISK CEMENTED TO THE THIRD STEEL SKID BEAM FROM
 AU2952'THE SOUTH END OF THE PLATFORM.  IT IS 5.5 FEET EAST OF THE
 AU2952'WEST END OF THE BEAM.
 AU2952'
 AU2952'NOTE.  A CIRCLE WAS CHISELED IN THE STEEL AROUND THE OUTSIDE
 AU2952'EDGE OF THE REFERENCE MARKS.
 AU2952'
 AU2952'BARATARIA BAY LIGHT WILL SERVE AS AN AZIMUTH MARK FOR THIS
 AU2952'STATION.
 AU2952'
 AU2952'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2952
 AU2952                          STATION RECOVERY (1956)
 AU2952
 AU2952'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1956
 AU2952'STATION WAS RECOVERED IN GOOD CONDITION.
 AU2952
 AU2952                          STATION RECOVERY (1959)
 AU2952
 AU2952'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959
 AU2952'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 AU2952
 AU2952                          STATION RECOVERY (1963)
 AU2952
 AU2952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU2952'THIS STATION IS IN BLOCK 23 OF THE GRAND ISLE AREA IN THE
 AU2952'GULF OF MEXICO, ABOUT 8 MILES SOUTH-SOUTHWEST OF THE CENTER
 AU2952'OF GRAND ISLE AND ABOUT 5 MILES SOUTHEAST OF THE COASTLINE.
 AU2952'ALL MARK DISKS HAVE BEEN DESTROYED, BUT THE SUB-DISK STATION
 AU2952'MARK WAS HELD.  REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 AU2952'A COMPLETE DESCRIPTION FOLLOWS.
 AU2952'
 AU2952'STATION MARK IS A DRILL HOLE SURROUNDED BY THREE DRILL HOLES
 AU2952'IN THE SHAPE OF A TRIANGLE AND STAMPED HUMBLE 16 G 1955 1963.
 AU2952'IT IS 12.6 FEET SOUTHEAST OF NORTHWEST CORNER OF PLATFORM,
 AU2952'5 FEET EAST OF WEST EDGE OF PLATFORM AND 3.2 FEET EAST-NORTHEAST
 AU2952'OF CENTER OF STAIRWAY AT END OF SKIDBEAM.  MARK IS SET IN
 AU2952'A 16 INCH STEEL SKID BEAM.
 AU2952'
 AU2952'REFERENCE MARK NUMBER 3 IS A DRILL HOLE SURROUNDED BY THREE
 AU2952'DRILL HOLES IN THE SHAPE OF A TRIANGLE WITH A CHISELED ARROW
 AU2952'POINTING TOWARD STATION AND STAMPED R.M. 3.  IT IS 12.2 FEET
 AU2952'SOUTHWEST OF NORTHEAST CORNER OF PLATFORM, 3.7 FEET WEST
 AU2952'OF EAST EDGE OF PLATFORM, AND IN THE SAME SKID BEAM AS THE
 AU2952'STATION.
 AU2952'
 AU2952'REFERENCE MARK NUMBER 4 IS A DRILL HOLE SURROUNDED BY THREE
 AU2952'DRILL HOLES IN THE SHAPE OF A TRIANGLE WITH A CHISELED ARROW
 AU2952'POINTING TOWARD STATION, AND STAMPED R.M. 4.  IT IS 26.5
 AU2952'FEET NORTHEAST OF SOUTHWEST CORNER OF PLATFORM AND 5.5 FEET
 AU2952'EAST OF WEST EDGE OF PLATFORM.
 AU2952'
 AU2952'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1166 ***********************************************************************
 AT1166  DESIGNATION -  HUMBLE 18 A 2
 AT1166  PID         -  AT1166
 AT1166  STATE/COUNTY-  LA/PLAQUEMINES
 AT1166  USGS QUAD   -  GRAND ISLE (1973)
 AT1166
 AT1166                         *CURRENT SURVEY CONTROL
 AT1166  ___________________________________________________________________
 AT1166* NAD 83(1992)-  29 10 02.75250(N)    089 54 05.55550(W)     ADJUSTED  
 AT1166* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AT1166  **This station is located in a subsidence area (see below).
 AT1166  ___________________________________________________________________
 AT1166  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AT1166  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT1166
 AT1166  HORZ ORDER  -  SECOND
 AT1166
 AT1166.The horizontal coordinates were established by classical geodetic methods
 AT1166.and adjusted by the National Geodetic Survey in January 1993..
 AT1166
 AT1166 ** The orthometric height has not been validated since last determined
 AT1166 ** by differential leveling and should not be used for control purposes.
 AT1166 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1166 ** area with valid NAVD 88 orthometric heights.
 AT1166 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1166 ** epoch indicated which incorporates improved geoid heights for the
 AT1166 ** Southern Louisiana Subsidence area.
 AT1166 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1166.The orthometric height was scaled from a topographic map.
 AT1166
 AT1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1166
 AT1166.The geoid height was determined by GEOID03.
 AT1166
 AT1166;                    North         East     Units Scale Factor Converg.
 AT1166;SPC LA S     -    74,853.771 1,139,287.300   MT  1.00003070   +0 42 57.3
 AT1166;SPC LA S     -   245,582.75  3,737,811.75   sFT  1.00003070   +0 42 57.3
 AT1166;UTM  16      - 3,230,020.371   217,782.745   MT  1.00058294   -1 24 54.2
 AT1166
 AT1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1166!SPC LA S     -   1.00000373  x   1.00003070  =   1.00003443
 AT1166!UTM  16      -   1.00000373  x   1.00058294  =   1.00058667
 AT1166
 AT1166|---------------------------------------------------------------------|
 AT1166| PID    Reference Object                     Distance      Geod. Az  |
 AT1166|                                                           dddmmss.s |
 AT1166| DD7232 HUMBLE 18 A 2 RM 4                   11.605 METERS 04924     |
 AT1166| AT1168 HOR 19 K                            APPROX. 1.9 KM 1063338.3 |
 AT1166| AU2948 RBN GRAND ISLE GNI                  APPROX.16.8 KM 2781547.4 |
 AT1166| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX.11.2 KM 3172150.2 |
 AT1166| DD7231 HUMBLE 18 A 2 RM 3                   15.520 METERS 31805     |
 AT1166| AT1214 GRAND ISLE HUMBLE OIL CO MAST       APPROX.11.7 KM 3264934.0 |
 AT1166| AT1207 GRAND ISLE CATC MICROWAVE MAST      APPROX.11.7 KM 3281559.2 |
 AT1166|---------------------------------------------------------------------|
 AT1166
 AT1166                          SUPERSEDED SURVEY CONTROL
 AT1166
 AT1166  NAD 83(1986)-  29 10 02.76482(N)    089 54 05.56665(W) AD(       ) 2
 AT1166  NAD 27      -  29 10 01.93864(N)    089 54 05.30845(W) AD(       ) 2
 AT1166
 AT1166.Superseded values are not recommended for survey control.
 AT1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1166.See file dsdata.txt to determine how the superseded data were derived.
 AT1166
 AT1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1778330020(NAD 83)
 AT1166_MARKER: H = DRILL HOLE
 AT1166_SETTING: 0 = UNSPECIFIED SETTING
 AT1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1166
 AT1166  HISTORY     - Date     Condition        Report By
 AT1166  HISTORY     - 1963     MONUMENTED       CGS
 AT1166
 AT1166                          STATION DESCRIPTION
 AT1166
 AT1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT1166'STATION IS LOCATED ON A PLATFORM STRUCTURE, ON THE HELIPORT DECK
 AT1166'WHICH IS DIRECTLY
 AT1166'ABOVE THE LIVING QUARTERS.  THIS PLATFORM IS CONNECTED TO
 AT1166'ANOTHER PLATFORM WHICH HAS REFINERY
 AT1166'EQUIPMENT, BY A WALK-WAY.
 AT1166'
 AT1166'THE TWO PLATFORM STRUCTURE IS OWNED BY THE HUMBLE OIL COMPANY.  IT IS
 AT1166'ABOUT 7 MILES
 AT1166'SOUTHEAST OF GRAND ISLE, LOUISIANA, IN THE GRAND ISLE AREA,
 AT1166'BLOCK 18 AND PLATFORM A.
 AT1166'
 AT1166'THE HELIPORT DECK, ON WHICH THE STATION IS ESTABLISHED, MEASURES
 AT1166'ABOUT 60 BY 60
 AT1166'FEET AND IS ABOUT 57 FEET ABOVE THE WATER.  IT IS ALSO 21
 AT1166'FEET HIGHER THAN THE MAIN DECK OF THE PLATFORM.
 AT1166'
 AT1166'STATION IS MARKED BY A DRILL HOLE, IN THE CENTER OF 3 DRILL HOLES, IN
 AT1166'THE TOP OF THE
 AT1166'HELIPORT DECK, STAMPED HUMBLE 18 A 2 1963.  IT IS 4.9 FEET
 AT1166'SOUTHWEST OF THE NORTHEAST EDGE
 AT1166'OF THE HELIPORT DECK, 14.7 FEET NORTHWEST
 AT1166'OF THE SOUTHEAST EDGE OF THE DECK, 23.5 FEET
 AT1166'SOUTHEAST OF THE TOP OF THE
 AT1166'STAIRWELL AND 55.1 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE DECK.
 AT1166'
 AT1166'REFERENCE MARK NUMBER 3 IS MARKED BY A DRILL HOLE, IN THE CENTER OF A
 AT1166'DRILL HOLES,
 AT1166'STAMPED RM 3.  CENTER DRILL HOLE HAS A CHISELED ARROW THAT IS
 AT1166'POINTING TOWARD THE STATION
 AT1166'MARK.  IT IS 4.2 FEET NORTHEAST OF THE SOUTHWEST
 AT1166'EDGE OF THE DECK AND 14.1 FEET NORTHWEST OF
 AT1166'THE SOUTHEAST EDGE OF THE DECK.
 AT1166'
 AT1166'REFERENCE MARK NUMBER 4 IS MARKED BY A DRILL HOLE, IN THE CENTER OF 3
 AT1166'DRILL HOLES,
 AT1166'STAMPED RM 4.  CENTER DRILL HOLE HAS A CHISELED ARROW THROUGH
 AT1166'ITS CENTER THAT IS POINTING
 AT1166'TOWARD THE STATION MARK.  IT IS 4.3 FEET SOUTHWEST
 AT1166'OF THE NORTHEAST EDGE OF THE DECK, 7.6 FEET
 AT1166'NORTHWEST OF THE TOP OF
 AT1166'THE STAIRWELL AND 7.7 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 AT1166'THE DECK.
 AT1166'
 AT1166'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1160 ***********************************************************************
 AT1160  DESIGNATION -  HUMBLE 27 B
 AT1160  PID         -  AT1160
 AT1160  STATE/COUNTY-  LA/PLAQUEMINES
 AT1160  USGS QUAD   -  BAY COQUETTE (1993)
 AT1160
 AT1160                         *CURRENT SURVEY CONTROL
 AT1160  ___________________________________________________________________
 AT1160* NAD 83(1992)-  29 09 15.41719(N)    089 30 55.45129(W)     ADJUSTED  
 AT1160* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1160  ___________________________________________________________________
 AT1160  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AT1160  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AT1160
 AT1160  HORZ ORDER  -  SECOND
 AT1160
 AT1160.The horizontal coordinates were established by classical geodetic methods
 AT1160.and adjusted by the National Geodetic Survey in January 1993..
 AT1160
 AT1160.The orthometric height was scaled from a topographic map.
 AT1160
 AT1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1160
 AT1160.The geoid height was determined by GEOID03.
 AT1160
 AT1160;                    North         East     Units Scale Factor Converg.
 AT1160;SPC LA S     -    73,929.184 1,176,872.052   MT  1.00003404   +0 54 32.4
 AT1160;SPC LA S     -   242,549.33  3,861,121.06   sFT  1.00003404   +0 54 32.4
 AT1160;UTM  16      - 3,227,696.580   255,323.015   MT  1.00033881   -1 13 33.7
 AT1160
 AT1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1160!SPC LA S     -   1.00000374  x   1.00003404  =   1.00003778
 AT1160!UTM  16      -   1.00000374  x   1.00033881  =   1.00034255
 AT1160
 AT1160:                Primary Azimuth Mark                     Grid Az
 AT1160:SPC LA S     -  SANDY POINT BAY ENTRANCE LIGHT           011 23 19.3
 AT1160:UTM  16      -  SANDY POINT BAY ENTRANCE LIGHT           013 31 25.4
 AT1160
 AT1160|---------------------------------------------------------------------|
 AT1160| PID    Reference Object                     Distance      Geod. Az  |
 AT1160|                                                           dddmmss.s |
 AT1160| AT1069 SANDY POINT BAY ENTRANCE LIGHT      APPROX. 7.8 KM 0121751.7 |
 AT1160| DD7233 HUMBLE 27 B RM 1                      9.205 METERS 01417     |
 AT1160| DD7235 HUMBLE 27 B RM 3                      9.210 METERS 01420     |
 AT1160| DD7236 HUMBLE 27 B RM 4                     16.284 METERS 10335     |
 AT1160| DD7234 HUMBLE 27 B RM 2                     16.280 METERS 10336     |
 AT1160| AT1059 CATC 56 A                           APPROX.14.4 KM 1554119.2 |
 AT1160|---------------------------------------------------------------------|
 AT1160
 AT1160                          SUPERSEDED SURVEY CONTROL
 AT1160
 AT1160  NAD 83(1986)-  29 09 15.42452(N)    089 30 55.46289(W) AD(       ) 2
 AT1160  NAD 27      -  29 09 14.61600(N)    089 30 55.24800(W) AD(       ) 2
 AT1160
 AT1160.Superseded values are not recommended for survey control.
 AT1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1160.See file dsdata.txt to determine how the superseded data were derived.
 AT1160
 AT1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5532327697(NAD 83)
 AT1160_MARKER: DS = TRIANGULATION STATION DISK
 AT1160_SETTING: 0 = UNSPECIFIED SETTING
 AT1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1160
 AT1160  HISTORY     - Date     Condition        Report By
 AT1160  HISTORY     - 1955     MONUMENTED       CGS
 AT1160  HISTORY     - 1956     POOR             HUMBLE
 AT1160  HISTORY     - 1959     SEE DESCRIPTION  HUMBLE
 AT1160  HISTORY     - 1963     POOR             CGS
 AT1160  HISTORY     - 19730407 MARK NOT FOUND   NGS
 AT1160  HISTORY     - 1975     MARK NOT FOUND   NGS
 AT1160
 AT1160                          STATION DESCRIPTION
 AT1160
 AT1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1160'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH NORTHWEST OF THE
 AT1160'SOUTH END OF SOUTHWEST
 AT1160'PASS AND ABOUT 5-1/2 MILES WEST OF TIGER PASS, ON A PLATFORM OF THE
 AT1160'HUMBLE OIL AND REFINING COMPANY,
 AT1160'IN THE WEST DELTA BLOCK 27 FIELD, ON STATE OF LOUISIANA
 AT1160'LEASE NO. 818, IN BLOCK 27 ON PLATFORM B.
 AT1160'
 AT1160'STATION MARK, A STANDARD DISK GLUED TO THE SURFACE OF A STEEL SKID
 AT1160'BEAM, IS 41 FEET SOUTH
 AT1160'OF A LIGHT ON THE NORTHWEST CORNER OF THE PLATFORM, 36 FEET NORTH OF
 AT1160'THE SOUTHWEST CORNER OF THE
 AT1160'PLATFORM, 6 FEET SOUTH OF THE RAIL AROUND THE STAIRWAY LANDING,
 AT1160'AND 4.5 FEET EAST OF THE WEST EDGE OF THE
 AT1160'PLATFORM.  THE PLATFORM IS ABOUT 45 FEET ABOVE
 AT1160'MEAN HIGH WATER.  THE DISK HAS CHISEL MARKS AROUND IT AND
 AT1160'THE POINT IS ALSO MARKED BY PUNCH
 AT1160'MARK IN THE BEAM.  THE DISK IS STAMPED HUMBLE 27 B 1955.
 AT1160'
 AT1160'REFERENCE MARK NO. 1, A STANDARD DISK GLUED TO THE SURFACE OF A 24
 AT1160'INCH STEEL SKID BEAM, IS
 AT1160'15 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OPENING IN THE CENTER
 AT1160'OF THE PLATFORM, 12 FEET
 AT1160'NORTHEAST OF A LIGHT ON THE NORTHWEST CORNER OF THE PLATFORM,
 AT1160'9 FEET NORTH OF THE STAIRWAY LANDING, AND
 AT1160'4.9 FEET EAST OF THE WEST EDGE OF THE
 AT1160'PLATFORM.  THE DISK IS STAMPED HUMBLE 27 B NO 1 1955.
 AT1160'
 AT1160'REFERENCE MARK NO. 2, A STANDARD DISK GLUED TO THE SURFACE OF A 24
 AT1160'INCH SKID BEAM, IS 41
 AT1160'FEET SOUTH OF A LIGHT ON THE NORTHEAST CORNER OF THE PLATFORM, 25
 AT1160'FEET SOUTHEAST OF THE SOUTHEAST
 AT1160'CORNER OF AN OPENING IN THE CENTER OF THE PLATFORM, AND
 AT1160'1.9 FEET WEST OF THE EAST EDGE OF THE
 AT1160'PLATFORM.  THE DISK IS STAMPED HUMBLE 27 B NO 2 1955.
 AT1160'
 AT1160'THERE WAS NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
 AT1160'
 AT1160'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 AT1160
 AT1160                          STATION RECOVERY (1956)
 AT1160
 AT1160'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1956
 AT1160'STATION MARK WAS FOUND IN POOR CONDITION.  MARK IS LOOSE AND CAN BE
 AT1160'REMOVED.  GLUE OR PUTTY THAT
 AT1160'WAS USED TO FASTEN THE STATION MARK AND REFERENCE MARKS HAS
 AT1160'DETERIORATED SO THAT IT NO LONGER
 AT1160'HOLDS MARKS IN POSITION.  REFERENCE MARKS ARE LOST.  STATION MARK
 AT1160'IS 4 FEET, 9-1/2 INCHES EAST OFF THE
 AT1160'WEST END OF BEAM ON WHICH IT WAS ATTACHED AND IS IN
 AT1160'THE EXACT CENTER OF BEAM.
 AT1160
 AT1160                          STATION RECOVERY (1959)
 AT1160
 AT1160'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959
 AT1160'STATION MARK WAS FOUND.  MARK IS LOOSE AND CAN BE REMOVED.  GLUE OR
 AT1160'PUTTY THAT WAS
 AT1160'USED TO FASTEN THE STATION MARK AND REFERENCE MARKS
 AT1160'HAS DETERIORATED SO THAT IT NO
 AT1160'LONGER HOLDS MARKS IN POSITION.  REFERENCE
 AT1160'MARKS ARE LOST.  STATION MARK IS 4 FEET, 9-1/2
 AT1160'INCHES EAST OF
 AT1160'THE WEST END OF BEAM ON WHICH IT WAS ATTACHED AND IS IN THE EXACT
 AT1160'CENTER OF BEAM.
 AT1160
 AT1160                          STATION RECOVERY (1963)
 AT1160
 AT1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT1160'STATION WAS RECOVERED AS DESCRIBED IN 1955.  REFERENCE MARKS NO. 1
 AT1160'AND N. 2 WERE
 AT1160'SEARCHED FOR BUT COULD NOT BE FOUND, THEREFORE REFERENCE MARKS
 AT1160'NO. 3 AND NO. 4 WERE ESTABLISHED.
 AT1160'
 AT1160'REFERENCE MARK NO. 3 IS 12.2 FEET SOUTHEAST OF A LIGHT IN THE
 AT1160'NORTHWEST CORNER,
 AT1160'11.0 FEET NORTH OF THE TOP STEP OF STAIRWAY OPENING AND 5 FEET EAST
 AT1160'OF THE WEST END OF A 23
 AT1160'INCH SKID BEAM.  IT IS MARKED BY A 1/4 INCH DRILLHOLE
 AT1160'THAT IS SURROUNDED BY 3 OTHER 1/4 INCH
 AT1160'DRILLHOLES THAT FORM A TRIANGLE AND IS
 AT1160'STAMPED RM 3.
 AT1160'
 AT1160'REFERENCE MARK NO. 4 IS 37.3 FEET NORTH OF A LIGHT IN THE SOUTHEAST
 AT1160'CORNER OF
 AT1160'PLATFORM, 28.2 FEET SOUTHEAST OF THE CENTER OF OILWELL HEAD AND
 AT1160'1.7 FEET WEST OF THE EAST
 AT1160'END OF A 23 INCH SKID BEAM.  IT IS MARKED BY A 1/4
 AT1160'INCH DRILLHOLE THAT IS SURROUNDED BY 3 OTHER
 AT1160'1/4 INCH DRILLHOLES THAT FORM A
 AT1160'TRIANGLE AND IS STAMPED RM 4.
 AT1160
 AT1160                          STATION RECOVERY (1973)
 AT1160
 AT1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1160'MARK NOT FOUND.
 AT1160
 AT1160                          STATION RECOVERY (1975)
 AT1160
 AT1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PGH)
 AT1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1164 ***********************************************************************
 AT1164  DESIGNATION -  HUMBLE 30 E
 AT1164  PID         -  AT1164
 AT1164  STATE/COUNTY-  LA/PLAQUEMINES
 AT1164  USGS QUAD   -  
 AT1164
 AT1164                         *CURRENT SURVEY CONTROL
 AT1164  ___________________________________________________________________
 AT1164* NAD 83(1992)-  29 08 55.98201(N)    089 40 33.30473(W)     ADJUSTED  
 AT1164* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1164  ___________________________________________________________________
 AT1164  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AT1164  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AT1164
 AT1164  HORZ ORDER  -  SECOND
 AT1164
 AT1164.The horizontal coordinates were established by classical geodetic methods
 AT1164.and adjusted by the National Geodetic Survey in January 1993..
 AT1164
 AT1164.The orthometric height was scaled from a topographic map.
 AT1164
 AT1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1164
 AT1164.The geoid height was determined by GEOID03.
 AT1164
 AT1164;                    North         East     Units Scale Factor Converg.
 AT1164;SPC LA S     -    73,094.024 1,161,264.863   MT  1.00003542   +0 49 43.4
 AT1164;SPC LA S     -   239,809.31  3,809,916.47   sFT  1.00003542   +0 49 43.4
 AT1164;UTM  16      - 3,227,443.052   239,690.047   MT  1.00043624   -1 18 14.8
 AT1164
 AT1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1164!SPC LA S     -   1.00000373  x   1.00003542  =   1.00003915
 AT1164!UTM  16      -   1.00000373  x   1.00043624  =   1.00043997
 AT1164
 AT1164:                Primary Azimuth Mark                     Grid Az
 AT1164:SPC LA S     -  CATC 45 C                                136 10 47.1
 AT1164:UTM  16      -  CATC 45 C                                138 18 45.3
 AT1164
 AT1164|---------------------------------------------------------------------|
 AT1164| PID    Reference Object                     Distance      Geod. Az  |
 AT1164|                                                           dddmmss.s |
 AT1164| AT1163 CATC 45 C                           APPROX. 6.3 KM 1370030.5 |
 AT1164| DD7239 HUMBLE 30 E RM 3                      9.484 METERS 17022     |
 AT1164| DD7237 HUMBLE 30 E RM 1                     12.448 METERS 17353     |
 AT1164| DD7238 HUMBLE 30 E RM 2                     18.543 METERS 26644     |
 AT1164|---------------------------------------------------------------------|
 AT1164
 AT1164                          SUPERSEDED SURVEY CONTROL
 AT1164
 AT1164  NAD 83(1986)-  29 08 55.99150(N)    089 40 33.31636(W) AD(       ) 2
 AT1164  NAD 27      -  29 08 55.18100(N)    089 40 33.07400(W) AD(       ) 2
 AT1164
 AT1164.Superseded values are not recommended for survey control.
 AT1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1164.See file dsdata.txt to determine how the superseded data were derived.
 AT1164
 AT1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3969027443(NAD 83)
 AT1164_MARKER: DS = TRIANGULATION STATION DISK
 AT1164_SETTING: 0 = UNSPECIFIED SETTING
 AT1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1164
 AT1164  HISTORY     - Date     Condition        Report By
 AT1164  HISTORY     - 1955     MONUMENTED       CGS
 AT1164  HISTORY     - 1959     GOOD             HUMBLE
 AT1164  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AT1164
 AT1164                          STATION DESCRIPTION
 AT1164
 AT1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1164'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF GRAND BAYOU PASS, IN
 AT1164'WEST DELTA BLOCK 30 FIELD,
 AT1164'IN BLOCK 31, AND ON PLATFORM 3. LEASE NO. 820.  THE PLATFORM IS THE
 AT1164'WESTERN MOST ONE IN THE FIELD AND
 AT1164'IS OWNED BY HUMBLE OIL AND REFINING COMPANY.
 AT1164'
 AT1164'THE STATION MARK, A STANDARD DISK BRAZED TO THE SURFACE OF A 12 INCH
 AT1164'STEEL BEAM 2 FEET BELOW THE
 AT1164'FLOOR OF THE PLATFORM, IS 14 FEET SOUTHWEST OF A LIGHT ON THE
 AT1164'NORTHEAST CORNER OF THE PLATFORM, 12
 AT1164'FEET WEST OF THE EAST EDGE OF THE PLATFORM, AND 6 FEET
 AT1164'SOUTH OF THE NORTH EDGE OF THE PLATFORM.  THE
 AT1164'DISK IS STAMPED HUMBLE 30 E 1955.
 AT1164'
 AT1164'REFERENCE MARK NO. 1, A STANDARD DISK GLUED TO THE SURFACE OF A 24
 AT1164'INCH STEEL SKID BEAM, IS
 AT1164'52 FEET SOUTH OF THE NORTHEAST CORNER OF THE PLATFORM, 7 FEET WEST OF
 AT1164'THE EAST END OF A BEAM WHICH
 AT1164'EXTENDS 4 FEET EAST OF THE EDGE OF THE PLATFORM, AND
 AT1164'3 FEET WEST OF THE EAST EDGE OF THE PLATFORM.
 AT1164'THE DISK IS STAMPED HUMBLE 30 E NO 1 1955.
 AT1164'
 AT1164'REFERENCE MARK NO. 2, A STANDARD DISK GLUED TO THE SURFACE OF A 24
 AT1164'INCH STEEL SKID BEAM, IS
 AT1164'15 FEET SOUTH OF A LIGHT ON THE NORTHWEST CORNER OF THE PLATFORM, 3
 AT1164'FEET EAST OF THE WEST EDGE OF
 AT1164'THE PLATFORM, AND 2 FEET NORTH OF THE NORTHWEST CORNER
 AT1164'OF THE STAIRWAY AT THE STAIRWAY LANDING.  THE
 AT1164'DISK IS STAMPED HUMBLE 30 E NO 2 1955.
 AT1164'
 AT1164'THE PLATFORM AND ALL MARKS ARE ABOUT 45 FEET ABOVE MEAN HIGH WATER
 AT1164'LEVEL.
 AT1164'
 AT1164'THERE WAS NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
 AT1164'
 AT1164'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 AT1164
 AT1164                          STATION RECOVERY (1959)
 AT1164
 AT1164'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959 (CLU)
 AT1164'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 AT1164
 AT1164                          STATION RECOVERY (1963)
 AT1164
 AT1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT1164'STATION MARK WAS RECOVERED, DISK HAD BEEN REMOVED BUT THE CENTER
 AT1164'POINT WAS FOUND IN
 AT1164'THE TOP OF THE STEEL BEAM.  THREE DRILL HOLES IN THE SHAPE OF A
 AT1164'TRIANGLE WHICH SURROUNDS THE
 AT1164'CENTER HOLE AND STAMPING HUMBLE 30 E 1955 1963
 AT1164'HAS BEEN ADDED.
 AT1164'
 AT1164'REFERENCE MARK NUMBER 2 DISK HAD BEEN REMOVED, CENTER POINT IN THE
 AT1164'TOP OF THE STEEL
 AT1164'BEAM WAS FOUND, A DRILL HOLE, IN THE CENTER OF 3 DRILL HOLES,
 AT1164'STAMPED RM 2 1955 1963.
 AT1164'
 AT1164'REFERENCE MARK NUMBER 1 COULD NOT BE LOCATED.  A REFERENCE MARK
 AT1164'NUMBER 3 WAS
 AT1164'ESTABLISHED.  IT IS MARKED BY A DRILL HOLE, IN THE CENTER OF 3 DRILL
 AT1164'HOLES, STAMPED RM 3, IN
 AT1164'THE TOP OF THE 3RD STEEL SKID BEAM COUNTING FROM
 AT1164'THE NORTH SIDE OF THE PLATFORM.  CENTER
 AT1164'DRILL HOLE HAS A CHISELED ARROW
 AT1164'THROUGH ITS CENTER THAT IS POINTING TOWARD THE STATION
 AT1164'MARK.  IT IS 3 FEET
 AT1164'WEST OF THE EAST EDGE OF THE PLATFORM DECK AND 27 FEET SOUTH OF THE
 AT1164'NORTH EDGE OF THE
 AT1164'PLATFORM DECK.
 AT1164'
 AT1164'REFERENCE MARK NUMBER 2 WAS OCCUPIED TO OBSERVE LINE TO TRIANGULATION
 AT1164'STATION GU 41-A
 AT1164'BECAUSE THERE WAS A DRILLING RIG OBSTRUCTING THE LINE.
 AT1164'
 AT1164'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2503 ***********************************************************************
 AU2503  DESIGNATION -  HUMBLE WELL NO 1 1960
 AU2503  PID         -  AU2503
 AU2503  STATE/COUNTY-  LA/ST MARY
 AU2503  USGS QUAD   -  
 AU2503
 AU2503                         *CURRENT SURVEY CONTROL
 AU2503  ___________________________________________________________________
 AU2503* NAD 83(1992)-  29 27 30.34554(N)    091 41 12.85304(W)     ADJUSTED  
 AU2503* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2503  ___________________________________________________________________
 AU2503  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU2503  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AU2503
 AU2503  HORZ ORDER  -  SECOND
 AU2503
 AU2503.The horizontal coordinates were established by classical geodetic methods
 AU2503.and adjusted by the National Geodetic Survey in January 1993..
 AU2503
 AU2503.The orthometric height was scaled from a topographic map.
 AU2503
 AU2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2503
 AU2503.The geoid height was determined by GEOID03.
 AU2503
 AU2503;                    North         East     Units Scale Factor Converg.
 AU2503;SPC LA S     -   106,290.921   965,702.684   MT  0.99997025   -0 10 36.4
 AU2503;SPC LA S     -   348,722.80  3,168,309.56   sFT  0.99997025   -0 10 36.4
 AU2503;UTM  15      - 3,259,495.047   627,332.892   MT  0.99980006   +0 38 45.1
 AU2503
 AU2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2503!SPC LA S     -   1.00000395  x   0.99997025  =   0.99997420
 AU2503!UTM  15      -   1.00000395  x   0.99980006  =   0.99980401
 AU2503
 AU2503|---------------------------------------------------------------------|
 AU2503| PID    Reference Object                     Distance      Geod. Az  |
 AU2503|                                                           dddmmss.s |
 AU2503| AU2504 HUMBLE WELL 1 XMAS TREE 1960          2.227 METERS 11626     |
 AU2503| AU2501 REEF 1960                           APPROX. 5.4 KM 1973448.8 |
 AU2503| AU2500 WEST                                APPROX. 2.3 KM 3552940.3 |
 AU2503|---------------------------------------------------------------------|
 AU2503
 AU2503                          SUPERSEDED SURVEY CONTROL
 AU2503
 AU2503  NAD 83(1986)-  29 27 30.37071(N)    091 41 12.84866(W) AD(       ) 2
 AU2503  NAD 27      -  29 27 29.58280(N)    091 41 12.42860(W) AD(       ) 2
 AU2503
 AU2503.Superseded values are not recommended for survey control.
 AU2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2503.See file dsdata.txt to determine how the superseded data were derived.
 AU2503
 AU2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2733359495(NAD 83)
 AU2503_MARKER: I = METAL ROD
 AU2503_SETTING: 0 = UNSPECIFIED SETTING
 AU2503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2503
 AU2503  HISTORY     - Date     Condition        Report By
 AU2503  HISTORY     - 1960     MONUMENTED       CGS
 AU2503
 AU2503                          STATION DESCRIPTION
 AU2503
 AU2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2503'LOCATED ALONG THE SOUTH SIDE OF EAST COTE BLANCHE BAY, ALONG
 AU2503'THE REEFS SEPARATING THE BAY FROM THE GULF OF MEXICO, ABOUT
 AU2503'5.4 MILES SOUTHWEST OF RABBIT ISLAND, ABOUT 4.4 MILES SOUTHEAST
 AU2503'OF SOUTH POINT AND 4.3 MILES WEST OF TEXACO DOCK.
 AU2503'
 AU2503'STATION IS IN PLATFORM SUPPORTING OBSTRUCTION LIGHT FOR
 AU2503'OIL WELL, 7.3 FEET WEST OF CENTER OF WELL, 1.55 FEET NORTH
 AU2503'OF NORTH FACE OF BATTERY BOX, 1.55 FEET SOUTHEAST OF NORTHWEST
 AU2503'END OF PLATFORM AND 1.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AU2503'PLATFORM.  STATION IS MARKED BY A LAG SCREW AND WASHER FASTENED
 AU2503'TO THE FLOORING.
 AU2503'
 AU2503'THIS WELL IS HUMBLE OIL CO., EUGENE ISLAND, BLOCK 4, WELL NO.
 AU2503'1.
 AU2503'
 AU2503'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3016 ***********************************************************************
 AU3016  DESIGNATION -  HUMP 1934
 AU3016  PID         -  AU3016
 AU3016  STATE/COUNTY-  LA/TERREBONNE
 AU3016  USGS QUAD   -  LAKE FELICITY (1994)
 AU3016
 AU3016                         *CURRENT SURVEY CONTROL
 AU3016  ___________________________________________________________________
 AU3016* NAD 83(1992)-  29 20 04.38095(N)    090 23 33.78324(W)     ADJUSTED  
 AU3016* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3016  **This station is located in a subsidence area (see below).
 AU3016  ___________________________________________________________________
 AU3016  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AU3016  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AU3016
 AU3016  HORZ ORDER  -  THIRD
 AU3016
 AU3016.The horizontal coordinates were established by classical geodetic methods
 AU3016.and adjusted by the National Geodetic Survey in January 1993..
 AU3016
 AU3016 ** The orthometric height has not been validated since last determined
 AU3016 ** by differential leveling and should not be used for control purposes.
 AU3016 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3016 ** area with valid NAVD 88 orthometric heights.
 AU3016 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3016 ** epoch indicated which incorporates improved geoid heights for the
 AU3016 ** Southern Louisiana Subsidence area.
 AU3016 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3016.The orthometric height was scaled from a topographic map.
 AU3016
 AU3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3016
 AU3016.The geoid height was determined by GEOID03.
 AU3016
 AU3016;                    North         East     Units Scale Factor Converg.
 AU3016;SPC LA S     -    92,882.171 1,091,354.213   MT  0.99999287   +0 28 13.2
 AU3016;SPC LA S     -   304,730.92  3,580,551.28   sFT  0.99999287   +0 28 13.2
 AU3016;UTM  15      - 3,247,875.152   753,172.854   MT  1.00039098   +1 16 40.8
 AU3016
 AU3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3016!SPC LA S     -   1.00000385  x   0.99999287  =   0.99999672
 AU3016!UTM  15      -   1.00000385  x   1.00039098  =   1.00039483
 AU3016
 AU3016                          SUPERSEDED SURVEY CONTROL
 AU3016
 AU3016  NAD 83(1986)-  29 20 04.39743(N)    090 23 33.79297(W) AD(       ) 3
 AU3016  NAD 27      -  29 20 03.59000(N)    090 23 33.49300(W) AD(       ) 3
 AU3016
 AU3016.Superseded values are not recommended for survey control.
 AU3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3016.See file dsdata.txt to determine how the superseded data were derived.
 AU3016
 AU3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5317347875(NAD 83)
 AU3016_MARKER: DS = TRIANGULATION STATION DISK
 AU3016_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3016_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3016
 AU3016  HISTORY     - Date     Condition        Report By
 AU3016  HISTORY     - 1934     MONUMENTED       CGS
 AU3016  HISTORY     - 1952     GOOD             CGS
 AU3016
 AU3016                          STATION DESCRIPTION
 AU3016
 AU3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3016'STATION IS ON A SMALL BAYOU WHICH INTERSECTS BAYOU JEAN LA
 AU3016'CROIX (BAYOU PLEURESY) ABOUT 1.5 MILES ABOVE ITS MOUTH, ON THE
 AU3016'E BANK AND ABOUT 0.6 MILE UP THE SMALL BAYOU AT A POINT
 AU3016'WHERE IT WIDENS TO A SMALL LAKE KNOWN LOCALLY AS BAY BEO,
 AU3016'AND 12 METERS (39 FEET) E OF THE BANK.
 AU3016'
 AU3016'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3016'IN THE TOP OF A TILE.
 AU3016'
 AU3016'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU3016'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3016'PILE DRIVEN INTO THE MARSH, IS 10.855 METERS (35.61 FEET)
 AU3016'FROM THE STATION S 86 DEG E (MAGNETIC).
 AU3016'
 AU3016'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU3016'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3016'PILE DRIVEN INTO THE MARSH, IS 9 METERS (30 FEET) E OF THE BAYOU
 AU3016'AND 15.628 METERS (51.27 FEET) FROM THE STATION
 AU3016'S 85 DEG W.
 AU3016
 AU3016                          STATION RECOVERY (1952)
 AU3016
 AU3016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3016'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 AU3016'DESCRIPTION FOLLOWS--
 AU3016'
 AU3016'STATION IS LOCATED AT THE NE END OF A SHORT BAYOU (SE ONE OF
 AU3016'TWO BAYOUS WHICH LEAD FROM BAYOU JEAN LA CROIX TO BAY BILLIOT),
 AU3016'ON THE POINT ON THE SE SIDE OF THE MOUTH, AND 2 FT. S OF A
 AU3016'4- BY 4-IN. WOODEN WITNESS POST.  THE APPARENT SHORELINE OF
 AU3016'THE BAYOU IS 28 FT. S 83 DEG W (MAGNETIC), AND AT
 AU3016'THE LAKE IT IS 82 FT. N 44 DEG E (MAGNETIC).  IT IS A
 AU3016'STANDARD DISK, STAMPED HUMP 1934 AND SET IN THE TOP OF AN 8-IN.
 AU3016'CONCRETE MONUMENT 4 IN. UNDER GROUND.
 AU3016'
 AU3016'REFERENCE MARK 1 IS 10.855 M. (35.61 FT.) FROM THE STATION
 AU3016'S 86 DEG E (MAGNETIC) (ACCORDING TO THE ORIGINAL
 AU3016'DESCRIPTION), AND 18 FT. W OF THE BANK OF A SMALL BAYOU.  IT
 AU3016'IS A STANDARD DISK, STAMPED HUMP NO 1 1934 AND SET IN THE TOP
 AU3016'OF A MASS OF CONCRETE 3 IN. UNDER GROUND.
 AU3016'
 AU3016'REFERENCE MARK 2 IS 15.628 M. (51.27 FT.) FROM THE STATION
 AU3016'S 5 DEG W (MAGNETIC) (ACCORDING TO THE ORIGINAL
 AU3016'DESCRIPTION), AND 20 FT. E OF THE BANK OF THE BAYOU.  IT IS
 AU3016'A STANDARD DISK, STAMPED HUMP NO 2 1934 AND SET IN THE TOP OF
 AU3016'A MASS OF CONCRETE 6 IN. UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3051 ***********************************************************************
 BX3051  DESIGNATION -  HUNTER LOOKOUT TOWER
 BX3051  PID         -  BX3051
 BX3051  STATE/COUNTY-  LA/DE SOTO
 BX3051  USGS QUAD   -  HUNTER (1984)
 BX3051
 BX3051                         *CURRENT SURVEY CONTROL
 BX3051  ___________________________________________________________________
 BX3051* NAD 83(1992)-  31 55 43.18683(N)    093 51 03.77755(W)     ADJUSTED  
 BX3051* NAVD 88     -                                                        
 BX3051  ___________________________________________________________________
 BX3051  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BX3051  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX3051
 BX3051  HORZ ORDER  -  THIRD
 BX3051
 BX3051.The horizontal coordinates were established by classical geodetic methods
 BX3051.and adjusted by the National Geodetic Survey in February 1996..
 BX3051
 BX3051
 BX3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3051
 BX3051.The geoid height was determined by GEOID03.
 BX3051
 BX3051;                    North         East     Units Scale Factor Converg.
 BX3051;SPC LA N     -   159,199.139   872,250.559   MT  0.99991476   -0 42 51.5
 BX3051;SPC LA N     -   522,305.84  2,861,708.71   sFT  0.99991476   -0 42 51.5
 BX3051;UTM  15      - 3,532,844.572   419,550.353   MT  0.99967982   -0 27 00.4
 BX3051
 BX3051                          SUPERSEDED SURVEY CONTROL
 BX3051
 BX3051  NAD 83(1992)-  31 55 43.18887(N)    093 51 03.77595(W) AD(       ) 4
 BX3051  NAD 83(1986)-  31 55 43.19511(N)    093 51 03.77368(W) AD(       ) 4
 BX3051  NAD 27      -  31 55 42.59282(N)    093 51 03.10011(W) AD(       ) 3
 BX3051
 BX3051.Superseded values are not recommended for survey control.
 BX3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3051.See file dsdata.txt to determine how the superseded data were derived.
 BX3051
 BX3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR1955032845(NAD 83)
 BX3051_MARKER: 57 = LOOKOUT TOWER
 BX3051
 BX3051  HISTORY     - Date     Condition        Report By
 BX3051  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX3051  HISTORY     - 1971     GOOD             NGS
 BX3051  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX3051
 BX3051                          STATION DESCRIPTION
 BX3051
 BX3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX3051'THE POINT INTERSECTED IS THE TOP CENTER OF THE CABIN SURMOUNTED
 BX3051'ON A FOUR-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF ABOUT
 BX3051'125 FEET.  IT IS 3-1/2 MILES SOUTHEAST OF STANLEY, 3-1/2 MILES
 BX3051'NORTHEAST OF THE NORTHEAST EDGE OF THE TOLEDO BEND RESERVOIR AND
 BX3051'2 MILES NORTH OF THE VILLAGE OF HUNTER.
 BX3051
 BX3051                          STATION RECOVERY (1971)
 BX3051
 BX3051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3051'HUNTER LOOKOUT TOWER 1969 WAS RECOVERED AND IS IN GOOD CONDITION.
 BX3051'
 BX3051'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE CAB.
 BX3051
 BX3051                          STATION RECOVERY (1997)
 BX3051
 BX3051'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3049 ***********************************************************************
 BX3049  DESIGNATION -  HUNTER RESET
 BX3049  PID         -  BX3049
 BX3049  STATE/COUNTY-  LA/DE SOTO
 BX3049  USGS QUAD   -  HUNTER (1984)
 BX3049
 BX3049                         *CURRENT SURVEY CONTROL
 BX3049  ___________________________________________________________________
 BX3049* NAD 83(1992)-  31 55 18.98473(N)    093 51 10.91568(W)     ADJUSTED  
 BX3049* NAVD 88     -       115.8    (meters)     380.     (feet)  VERTCON   
 BX3049  ___________________________________________________________________
 BX3049  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BX3049  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX3049
 BX3049  HORZ ORDER  -  FIRST
 BX3049
 BX3049.The horizontal coordinates were established by classical geodetic methods
 BX3049.and adjusted by the National Geodetic Survey in February 1996..
 BX3049
 BX3049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3049
 BX3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3049
 BX3049.The geoid height was determined by GEOID03.
 BX3049
 BX3049;                    North         East     Units Scale Factor Converg.
 BX3049;SPC LA N     -   158,456.138   872,053.777   MT  0.99991474   -0 42 55.3
 BX3049;SPC LA N     -   519,868.18  2,861,063.10   sFT  0.99991474   -0 42 55.3
 BX3049;SPC TX C     - 3,267,867.381 1,312,522.156   MT  1.00001060   +3 20 15.9
 BX3049;SPC TX C     -10,721,328.23  4,306,166.44   sFT  1.00001060   +3 20 15.9
 BX3049;SPC TXNC     - 2,038,027.742 1,039,363.567   MT  1.00006525   +2 32 03.9
 BX3049;SPC TXNC     - 6,686,429.35  3,409,978.64   sFT  1.00006525   +2 32 03.9
 BX3049;UTM  15      - 3,532,100.846   419,357.044   MT  0.99968020   -0 27 03.9
 BX3049
 BX3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3049!SPC LA N     -   0.99998585  x   0.99991474  =   0.99990060
 BX3049!SPC TX C     -   0.99998585  x   1.00001060  =   0.99999645
 BX3049!SPC TXNC     -   0.99998585  x   1.00006525  =   1.00005110
 BX3049!UTM  15      -   0.99998585  x   0.99968020  =   0.99966606
 BX3049
 BX3049:                Primary Azimuth Mark                     Grid Az
 BX3049:SPC LA N     -  HUNTER LOOKOUT TOWER                     014 50 02.9
 BX3049:SPC TX C     -  HUNTER LOOKOUT TOWER                     010 46 51.7
 BX3049:SPC TXNC     -  HUNTER LOOKOUT TOWER                     011 35 03.7
 BX3049:UTM  15      -  HUNTER LOOKOUT TOWER                     014 34 11.5
 BX3049
 BX3049|---------------------------------------------------------------------|
 BX3049| PID    Reference Object                     Distance      Geod. Az  |
 BX3049|                                                           dddmmss.s |
 BX3049| BX3051 HUNTER LOOKOUT TOWER                APPROX. 0.8 KM 0140707.6 |
 BX3049| CV7764 HUNTER RM 1                          25.052 METERS 01938     |
 BX3049| CQ2640 MAN RM 3                            APPROX.17.0 KM 0490320.5 |
 BX3049| CV7763 HUNTER RM                            46.060 METERS 09757     |
 BX3049| CV7765 HUNTER RM 2                          46.031 METERS 09757     |
 BX3049| CV7766 HUNTER RM 3                          81.549 METERS 10626     |
 BX3049| BY2602 HASLAM STANDPIPE                    APPROX.16.9 KM 2861310.3 |
 BX3049| BX3058 NEAR LOGANSPORT OIL DERRICK         APPROX.11.4 KM 2941027.8 |
 BX3049|---------------------------------------------------------------------|
 BX3049
 BX3049                          SUPERSEDED SURVEY CONTROL
 BX3049
 BX3049  NAD 83(1992)-  31 55 18.98685(N)    093 51 10.91405(W) AD(       ) 1
 BX3049  NAD 83(1986)-  31 55 18.99307(N)    093 51 10.91177(W) AD(       ) 1
 BX3049  NAD 27      -  31 55 18.39000(N)    093 51 10.23800(W) AD(       ) 1
 BX3049  NGVD 29 (07/19/86)  115.9    (m)          380.     (f) VERT ANG       
 BX3049
 BX3049.Superseded values are not recommended for survey control.
 BX3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3049.See file dsdata.txt to determine how the superseded data were derived.
 BX3049
 BX3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR1935732101(NAD 83)
 BX3049_MARKER: DS = TRIANGULATION STATION DISK
 BX3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3049
 BX3049  HISTORY     - Date     Condition        Report By
 BX3049  HISTORY     - 1930     MONUMENTED       CGS
 BX3049  HISTORY     - 1943     GOOD             USE
 BX3049  HISTORY     - 1969     GOOD             CGS
 BX3049  HISTORY     - 1971     GOOD             NGS
 BX3049  HISTORY     - 1983     GOOD             LOCENG
 BX3049  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX3049
 BX3049                          STATION DESCRIPTION
 BX3049
 BX3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CLG)
 BX3049'IN 1930 SURFACE MARK WAS FOUND LOOSE AND CONCRETE BROKEN
 BX3049'OFF HORIZONTALLY 3 INCHES FROM TOP.  IT WAS RESET.
 BX3049'
 BX3049'REFERENCE MARK (1919) IS 46.06 METERS (151.1 FEET) FROM
 BX3049'STATION.
 BX3049'
 BX3049'IN 1930 AN ADDITIONAL REFERENCE MARK WAS SET, AND CALLED NO. 1.
 BX3049'IT IS A STANDARD REFERENCE DISK SET IN THE TOP OF A SQUARE
 BX3049'BLOCK OR POST OF CONCRETE 25.06 METERS (82.2 FEET) FROM STATION
 BX3049'
 BX3049'BEARING FROM STATION TO MANSFIELD WATER TANK, DISTANT 10.5 MILES,
 BX3049'IS N 40 DEG 54 MIN E.
 BX3049'
 BX3049'IN 1930 STATION WAS REACHED FROM MANSFIELD W ON THE LOGANSPORT
 BX3049'HIGHWAY 10.5 MILES TO POINT WHERE THERE IS A LARGE WHITE
 BX3049'HOUSE ON THE N AND A ROAD TO S IS CUT THROUGH BANK.  FOLLOW
 BX3049'THIS ROAD 0.9 MILE TO FORKS, TURN RIGHT AND GO 1 MILE.  TAKE
 BX3049'LEFT FORK AND GO 2.5 MILES TO HOUSE ON W SIDE OF ROAD.
 BX3049'FROM HOUSE GO THROUGH GATE ON S SIDE OF SHED AND BEAR W INTO
 BX3049'CULTIVATED FIELD, THEN SW ALONG W EDGE OF WOODS TO GAP IN
 BX3049'TREES IN A DRAW.  PASS THROUGH GAP AND GO TO SE CORNER OF
 BX3049'BIG TREES, THEN BEAR RIGHT ALONG S EDGE OF TREES TO STATION
 BX3049'ON HIGH GROUND IN N EDGE OF COTTON FIELD ON S EDGE OF WOODS.
 BX3049
 BX3049                          STATION RECOVERY (1943)
 BX3049
 BX3049'RECOVERY NOTE BY US ENGINEERS 1943
 BX3049'STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED IN
 BX3049'GOOD CONDITION AS DESCRIBED.
 BX3049
 BX3049                          STATION RECOVERY (1969)
 BX3049
 BX3049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX3049'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 BX3049'CONDITION.  A SHORTER MEASUREMENT WAS MADE TO BOTH REFERENCE MARKS
 BX3049'THAN THE PREVIOUS MEASUREMENT.
 BX3049'
 BX3049'A NEW COMPLETE DESCRIPTION FOLLOWS--
 BX3049'
 BX3049'THE STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF MANSFIELD, 9 MILES
 BX3049'EAST-SOUTHEAST OF LOGANSPORT AND 4 MILES SOUTHEAST OF STANLEY, ON
 BX3049'THE HIGHEST TIMBERED HILL IN THE IMMEDIATE VICINITY OWNED BY MRS.
 BX3049'J.M.  ROBERTS.
 BX3049'
 BX3049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3049'THE SOUTHEAST EDGE OF MANSFIED, GO WESTERLY ON HIGHWAY 84 FOR 9.33
 BX3049'MILES TO A SIDE ROAD AND SIGN HUNTER LOOKOUT TOWER ON THE LEFT.
 BX3049'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.95 MILE TO A FORK.
 BX3049'TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 BX3049'2.7 MILES TO A SIDE ROAD AND THE HUNTER LOOKOUT TOWER ON THE RIGHT.
 BX3049'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.45 MILE TO A HOUSE AND
 BX3049'DRIVEWAY ON THE RIGHT.  TURN RIGHT ON DRIVEWAY FOR 50 FEET TO A
 BX3049'TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW THE TRACK ROAD UP
 BX3049'SMALL GRADE FOR 100 FEET.  THENCE TURN LEFT AND FOLLOW THE TRACK
 BX3049'ROAD WEST AND NORTHWESTERLY FOR 0.25 MILE TO THE TOP OF
 BX3049'HILL AND THE STATION.
 BX3049'
 BX3049'THE STATION MARK IS A STANDARD DISK STAMPED HUNTER 1919-30, SET IN
 BX3049'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 BX3049'ABOVE THE GROUND.  IT IS 60 FEET SOUTH OF A 24-INCH OAK TREE, 33.5
 BX3049'FEET WEST-SOUTHWEST OF A 12-INCH PINE TREE AND 2 FEET
 BX3049'SOUTHEAST OF A METAL WITNESS POST.
 BX3049'
 BX3049'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUNTER NO 1 1919-30, SET
 BX3049'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 BX3049'ABOVE THE GROUND.  IT IS 25 FEET NORTHEAST OF THE 24-INCH OAK TREE
 BX3049'AND 12.5 FEET NORTH-NORTHWEST OF A 10-INCH ELM TREE.
 BX3049'
 BX3049'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HUNTER NO 2 1919-30, SET
 BX3049'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 BX3049'ABOVE THE GROUND.  IT IS 28 FEET SOUTH-SOUTHWEST OF AN 8-INCH OAK
 BX3049'TREE AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 BX3049'
 BX3049'NOTE--THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK AND NO
 BX3049'MEASUREMENT MADE BETWEEN THE REFERENCE MARKS DUE TO TREES AND BRUSH.
 BX3049'
 BX3049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 BX3049'OF STANLEY.
 BX3049'
 BX3049'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 BX3049
 BX3049                          STATION RECOVERY (1971)
 BX3049
 BX3049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3049'THE STATION WAS RECOVERED AS DESCRIBED IN 1969 AND ALL MARKS
 BX3049'FOUND IN GOOD CONDITION.  THE DIRECTION TO THE REFERENCE MARKS
 BX3049'CHECKED THE PREVIOUS DATA.  A LONGER MEASUREMENT WAS MADE TO
 BX3049'BOTH REFERENCE MARKS THAN THE PREVIOUS MEASUREMENT.  REFERENCE
 BX3049'MARK 3 WAS ESTABLISHED BEING AS AN AZIMUTH MARK COULD NOT BE
 BX3049'ESTABLISHED.
 BX3049'
 BX3049'THE 1969 DESCRIPTION TO REACH THE STATION FROM MANSFIELD IS
 BX3049'CORRECT EXCEPT THAT THE JUNCTION OF U.S. HIGHWAYS 84 AND 171
 BX3049'IS IN THE SOUTHWEST PART OF MANSFIELD INSTEAD OF THE SOUTHEAST.
 BX3049'
 BX3049'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK 3.
 BX3049'
 BX3049'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HUNTER 1919 NO
 BX3049'3 1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 BX3049'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT
 BX3049'IS 20 FEET SOUTH OF A 6-INCH OAK TREE, 2.6 FEET WEST OF A
 BX3049'METAL WITNESS POST AND ABOUT THREE FEET LOWER IN ELEVATION THAN
 BX3049'THE STATION.
 BX3049'
 BX3049'NOTE--REFERENCE MARKS WERE MEASURED USING 5 KG. TAPE TENSION.
 BX3049'
 BX3049'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO TREES.
 BX3049'
 BX3049'HEIGHT OF LIGHT ABOVE STATION MARK 72.5 FEET.
 BX3049'
 BX3049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BX3049'SOUTHEAST OF STANLEY.
 BX3049
 BX3049                          STATION RECOVERY (1983)
 BX3049
 BX3049'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (WJD)
 BX3049'HUNTER RECOVERED GOOD-AFTER REACHING HOUSE ON W SIDE OF ROAD THE
 BX3049'DESCRIPTION SHOULD REACH AS FOLLOWS.  FOLLOW FIELD ROAD LEADING W
 BX3049'FROM ROAD APPROX 800 WEST TO TOP OF HILL AND STATION.
 BX3049'
 BX3049'DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MI SE OF LOGANSPORT
 BX3049'IS SW OF MANSFIELD.
 BX3049
 BX3049                          STATION RECOVERY (1997)
 BX3049
 BX3049'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1919 ***********************************************************************
 CQ1919  DESIGNATION -  HURRICANE BLUFF
 CQ1919  PID         -  CQ1919
 CQ1919  STATE/COUNTY-  LA/BOSSIER
 CQ1919  USGS QUAD   -  DIXIE (1982)
 CQ1919
 CQ1919                         *CURRENT SURVEY CONTROL
 CQ1919  ___________________________________________________________________
 CQ1919* NAD 83(1986)-  32 41 59.     (N)    093 46 56.     (W)     SCALED    
 CQ1919* NAVD 88     -        58.48   (+/-2cm)     191.9    (feet)  VERTCON   
 CQ1919  ___________________________________________________________________
 CQ1919  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1919
 CQ1919  VERT ORDER  -  ? (See Below)
 CQ1919
 CQ1919.The horizontal coordinates were scaled from a topographic map and have
 CQ1919.an estimated accuracy of +/- 6 seconds.
 CQ1919
 CQ1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1919.The vertical order pertains to the NGVD 29 superseded value.
 CQ1919
 CQ1919.The geoid height was determined by GEOID03.
 CQ1919
 CQ1919;                    North         East    Units  Estimated Accuracy
 CQ1919;SPC LA N     -   244,610.      879,770.      MT  (+/- 180 meters Scaled)
 CQ1919
 CQ1919                          SUPERSEDED SURVEY CONTROL
 CQ1919
 CQ1919  NGVD 29 (??/??/??)   58.543  (m)          192.07   (f) ADJUSTED    ?  
 CQ1919
 CQ1919.Superseded values are not recommended for survey control.
 CQ1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1919.See file dsdata.txt to determine how the superseded data were derived.
 CQ1919
 CQ1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS266182(NAD 83)
 CQ1919_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1919_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1919_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1919
 CQ1919  HISTORY     - Date     Condition        Report By
 CQ1919  HISTORY     - UNK      MONUMENTED       DOD
 CQ1919  HISTORY     - 1960     MARK NOT FOUND   CGS
 CQ1919  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1919
 CQ1919                          STATION DESCRIPTION
 CQ1919
 CQ1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1919'4.0 MI W FROM BENTON.
 CQ1919'ABOUT 4 MILES WEST OF BENTON, BOSSIER PARISH, AT HURRICANE BLUFF,
 CQ1919'ABOUT 75 YARDS FROM THE LEFT BANK OF RED RIVER, ABOUT 20 YARDS FROM
 CQ1919'THE ROAD TO HURRICANE BLUFF FERRY, AT THE RESIDENCE OF WALTER IVORY,
 CQ1919'AND IN THE YARD.  A COPPER BOLT SET IN A BLOCK OF LIMESTONE, ACCESS
 CQ1919'THROUGH AN IRON PIPE, ON THE TOP OF WHICH IS BOLTED AN IRON
 CQ1919'CAP BEARING A SMALL BOSS AND THE LETTERS USEBM.  NOTE-- THERE IS NO
 CQ1919'FERRY OR ROAD LEADING TO THE FERRY LANDING, THE LAND HAS BEEN PLOWED
 CQ1919'AND PLANTED IN GRASS, AND THE PIPE IS BELIEVED TO HAVE BEEN DESTROYED.
 CQ1919'THE HOUSE REFERRED TO IN THE OLD DESCRIPTION HAS BEEN TORN DOWN.
 CQ1919
 CQ1919                          STATION RECOVERY (2002)
 CQ1919
 CQ1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1919'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0863 ***********************************************************************
 AV0863  DESIGNATION -  HURRY
 AV0863  PID         -  AV0863
 AV0863  STATE/COUNTY-  LA/CAMERON
 AV0863  USGS QUAD   -  PEVETO BEACH (1982)
 AV0863
 AV0863                         *CURRENT SURVEY CONTROL
 AV0863  ___________________________________________________________________
 AV0863* NAD 83(1992)-  29 50 03.32106(N)    093 31 46.96332(W)     ADJUSTED  
 AV0863* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 AV0863  **This station is located in a subsidence area (see below).
 AV0863  ___________________________________________________________________
 AV0863  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AV0863  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AV0863
 AV0863  HORZ ORDER  -  SECOND
 AV0863
 AV0863.The horizontal coordinates were established by classical geodetic methods
 AV0863.and adjusted by the National Geodetic Survey in January 1993..
 AV0863
 AV0863 ** The orthometric height has not been validated since last determined
 AV0863 ** by differential leveling and should not be used for control purposes.
 AV0863 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0863 ** area with valid NAVD 88 orthometric heights.
 AV0863 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0863 ** epoch indicated which incorporates improved geoid heights for the
 AV0863 ** Southern Louisiana Subsidence area.
 AV0863 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0863
 AV0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0863
 AV0863.The geoid height was determined by GEOID03.
 AV0863
 AV0863;                    North         East     Units Scale Factor Converg.
 AV0863;SPC LA S     -   149,928.993   787,756.185   MT  0.99992995   -1 05 53.6
 AV0863;SPC LA S     -   491,892.04  2,584,496.75   sFT  0.99992995   -1 05 53.6
 AV0863;UTM  15      - 3,300,537.478   448,825.445   MT  0.99963231   -0 15 48.7
 AV0863
 AV0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0863!SPC LA S     -   1.00000399  x   0.99992995  =   0.99993394
 AV0863!UTM  15      -   1.00000399  x   0.99963231  =   0.99963630
 AV0863
 AV0863:                Primary Azimuth Mark                     Grid Az
 AV0863:SPC LA S     -  HURRY AZ MK                              090 43 30.8
 AV0863:UTM  15      -  HURRY AZ MK                              089 53 25.9
 AV0863
 AV0863|---------------------------------------------------------------------|
 AV0863| PID    Reference Object                     Distance      Geod. Az  |
 AV0863|                                                           dddmmss.s |
 AV0863| CV9908 HURRY AZ MK                                        0893737.2 |
 AV0863| CV9909 HURRY RM 1                           18.302 METERS 16904     |
 AV0863| AV0868 JOHNSONS BAYOU G AMER OIL MAST      APPROX.12.7 KM 2282449.1 |
 AV0863| AV0873 JOHNSONS BAYOU CAMERON TEL MST      APPROX.12.6 KM 2300720.9 |
 AV0863| AV0877 JOHNSONS BAYOU MOBIL OIL MAST       APPROX.13.4 KM 2334700.1 |
 AV0863| CV9910 HURRY RM 2                           15.513 METERS 30908     |
 AV0863|---------------------------------------------------------------------|
 AV0863
 AV0863                          SUPERSEDED SURVEY CONTROL
 AV0863
 AV0863  NAD 83(1986)-  29 50 03.34534(N)    093 31 46.94660(W) AD(       ) 2
 AV0863  NAD 27      -  29 50 02.54510(N)    093 31 46.38400(W) AD(       ) 2
 AV0863  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AV0863
 AV0863.Superseded values are not recommended for survey control.
 AV0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0863.See file dsdata.txt to determine how the superseded data were derived.
 AV0863
 AV0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4882500537(NAD 83)
 AV0863_MARKER: DS = TRIANGULATION STATION DISK
 AV0863_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AV0863+WITH SETTING: INFORMATION.
 AV0863_SP_SET: PREFABRICATED CONCRETE POST
 AV0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0863+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 AV0863
 AV0863  HISTORY     - Date     Condition        Report By
 AV0863  HISTORY     - 1963     MONUMENTED       CGS
 AV0863  HISTORY     - 20020311 GOOD             CHANCE
 AV0863
 AV0863                          STATION DESCRIPTION
 AV0863
 AV0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0863'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF HOLLY BEACH,
 AV0863'6.5 MILES EAST OF THE CAMERON MEADOWS OIL AND GAS FIELD
 AV0863'AND AT THE INTERSECTIONS OF THE STARK AND BEACH CANALS.
 AV0863'
 AV0863'TO REACH THE STATION FROM THE HIGHWAY JUNCTIONS AT HOLLY BEACH,
 AV0863'GO NORTHERLY ON STATE HIGHWAY 27 FOR 4.35 MILES TO BRIDGE OVER
 AV0863'CANAL ON THE LEFT AND PLACE TO LAUNCH THE BOATS, CONTINUE 0.15
 AV0863'MILE TO A CANAL LEADING WEST, THENCE BY BOAT WEST IN THIS
 AV0863'CANAL FOR ABOUT 3.7 MILES TO THE STATION AT THE CANALS
 AV0863'INTERSECTION AS MENTIONED ABOVE.
 AV0863'
 AV0863'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ALONG
 AV0863'CANAL FOR ABOUT 0.5 MILE TO OLD PILINGS AND AZIMUTH ON THE RIGHT.
 AV0863'
 AV0863'THE STATION IS A STANDARD DISK STAMPED HURRY 1963, CRIMPED ON THE
 AV0863'TOP OF A 5/8 INCH COPPER ROD, PROJECTING 3 INCHES FROM THE
 AV0863'GROUND SURFACE.  IT IS 22.0 FEET WEST OF A NORTH-SOUTH CANAL.
 AV0863'45.0 FEET SOUTH OF A EAST-WEST CANAL.  3.5 FEET WEST-SOUTHWEST
 AV0863'OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN..
 AV0863'
 AV0863'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED HURRY NO 1 1963,
 AV0863'CRIMPED ON THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 3
 AV0863'INCHES FROM THE GROUND SURFACE.  IT IS 25.6 FEET WEST OF A
 AV0863'NORTH-SOUTH CANAL.  18.0 FEET EAST OF A POND.  61.5 FEET SOUTH OF
 AV0863'A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 AV0863'
 AV0863'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED HURRY NO 2 1963,
 AV0863'CRIMPED ON THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 3
 AV0863'INCHES FROM THE GROUND SURFACE.  IT IS 17.5 FEET SOUTH OF A
 AV0863'EAST-WEST CANAL.  53.0 FEET NORTH-NORTHWEST OF A 3 INCH DIAMET
 AV0863'CREOSOTE WOOD WITNESS POST AND SIGN.
 AV0863'
 AV0863'AZIMUTH MARK IS A STANDARD DISK STAMPED HURRY 1963, CRIMPED
 AV0863'ON THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 3 INCHES FROM
 AV0863'THE GROUND SURFACE.  IT IS 3.5 FEET SOUTH OF A 3 INCH
 AV0863'DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  16.6 FEET SOUTH OF
 AV0863'A EAST-WEST CANAL, 45.0 FEET WEST OF OLD PILINGS.
 AV0863'
 AV0863'HEIGHT OF LIGHT ABOVE STATION MARK 2.77 METERS.
 AV0863
 AV0863                          STATION RECOVERY (2002)
 AV0863
 AV0863'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 AV0863'STATION RECOVERED IN GOOD CONDITION.
 AV0863'ROD AND CAP NOW PROJECT 10 INCHES ABOVE GROUND SURFACE. NO WITNESS
 AV0863'MARKER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4655 ***********************************************************************
 BJ4655  DESIGNATION -  HURST
 BJ4655  PID         -  BJ4655
 BJ4655  STATE/COUNTY-  LA/ST HELENA
 BJ4655  USGS QUAD   -  CHIPOLA (1984)
 BJ4655
 BJ4655                         *CURRENT SURVEY CONTROL
 BJ4655  ___________________________________________________________________
 BJ4655* NAD 83(1992)-  30 59 58.34783(N)    090 46 47.76656(W)     ADJUSTED  
 BJ4655* NAVD 88     -       107.51   (+/-2cm)     352.7    (feet)  VERTCON   
 BJ4655  ___________________________________________________________________
 BJ4655  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4655  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4655
 BJ4655  HORZ ORDER  -  SECOND
 BJ4655  VERT ORDER  -  THIRD ? (See Below)
 BJ4655
 BJ4655.The horizontal coordinates were established by classical geodetic methods
 BJ4655.and adjusted by the National Geodetic Survey in May 1994..
 BJ4655
 BJ4655.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4655.The vertical order pertains to the NGVD 29 superseded value.
 BJ4655
 BJ4655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4655
 BJ4655.The geoid height was determined by GEOID03.
 BJ4655
 BJ4655;                    North         East     Units Scale Factor Converg.
 BJ4655;SPC LA S     -   277,201.453 1,052,856.024   MT  1.00007742   +0 16 36.1
 BJ4655;SPC LA S     -   909,451.77  3,454,245.14   sFT  1.00007742   +0 16 36.1
 BJ4655;SPC MS W     -   166,311.465   657,349.346   MT  0.99997243   -0 13 48.1
 BJ4655;SPC MS W     -   545,640.20  2,156,653.65   sFT  0.99997243   -0 13 48.1
 BJ4655;UTM  15      - 3,431,666.754   711,966.949   MT  1.00015425   +1 08 37.8
 BJ4655
 BJ4655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4655!SPC LA S     -   0.99998737  x   1.00007742  =   1.00006479
 BJ4655!SPC MS W     -   0.99998737  x   0.99997243  =   0.99995980
 BJ4655!UTM  15      -   0.99998737  x   1.00015425  =   1.00014161
 BJ4655
 BJ4655|---------------------------------------------------------------------|
 BJ4655| PID    Reference Object                     Distance      Geod. Az  |
 BJ4655|                                                           dddmmss.s |
 BJ4655| CW1492 HURST RM 3                           10.711 METERS 01139     |
 BJ4655| CW1490 HURST RM 1                           35.086 METERS 09147     |
 BJ4655| BJ4656 ALLEN                               APPROX.12.1 KM 1753158.0 |
 BJ4655| CW1491 HURST RM 2                           30.837 METERS 21154     |
 BJ4655| BJ4657 TT 100 TX                            20.189 METERS 27434     |
 BJ4655|---------------------------------------------------------------------|
 BJ4655
 BJ4655                          SUPERSEDED SURVEY CONTROL
 BJ4655
 BJ4655  NAD 83(1992)-  30 59 58.35472(N)    090 46 47.76764(W) AD(       ) 2
 BJ4655  NAD 83(1986)-  30 59 58.36457(N)    090 46 47.76210(W) AD(       ) 2
 BJ4655  NAD 27      -  30 59 57.72300(N)    090 46 47.40000(W) AD(       ) 2
 BJ4655  NGVD 29 (07/19/86)  107.51   (m)          352.7    (f) LEVELING    3  
 BJ4655
 BJ4655.Superseded values are not recommended for survey control.
 BJ4655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4655.See file dsdata.txt to determine how the superseded data were derived.
 BJ4655
 BJ4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1196731667(NAD 83)
 BJ4655_MARKER: DS = TRIANGULATION STATION DISK
 BJ4655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4655_STAMPING: HURST 1939
 BJ4655_MARK LOGO: CGS   
 BJ4655
 BJ4655  HISTORY     - Date     Condition        Report By
 BJ4655  HISTORY     - 1939     MONUMENTED       CGS
 BJ4655  HISTORY     - 1949     GOOD             CGS
 BJ4655  HISTORY     - 1954     GOOD             CGS
 BJ4655  HISTORY     - 1959     GOOD             USGS
 BJ4655  HISTORY     - 1970     GOOD             CGS
 BJ4655
 BJ4655                          STATION DESCRIPTION
 BJ4655
 BJ4655'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4655'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTH AND 1-1/2
 BJ4655'MILES EAST OF THE CHIPOLA, LOUISIANA POST OFFICE.  11 MILES SOUTH
 BJ4655'OF LIBERTY, MISSISSIPPI.  AND 0.15 MILE WEST OF THE CORNER BETWEEN
 BJ4655'LOUISIANA HEAD RIGHTS 58 AND 59.  IT IS ON THE
 BJ4655'MISSISSIPPI-LOUISIANA STATE LINE ON LAND OF J.H. HURST, BETWEEN TWO
 BJ4655'EAST-AND-WEST BARBED WIRE STATE-LINE FENCES.  12 FEET
 BJ4655'SOUTH OF THE NORTH FENCE.  4 FEET NORTH OF THE SOUTH FENCE.  52
 BJ4655'FEET NORTH OF CENTERLINE OF THE EAST-AND-WEST ROAD.  51 FEET
 BJ4655'NORTHEAST OF A 12-INCH TRIANGULAR-BLAZED OAK TREE.  MARK,
 BJ4655'PROJECTS 6 INCHES AND IS STAMPED HURST 1939.
 BJ4655'
 BJ4655'TO REACH THE STATION FROM THE JUNCTION OF LOUISIANA ROUTE
 BJ4655'NO. 35 AND LOUISIANA ROUTE NO. 71, WHICH IS 11.5 MILES EAST OF
 BJ4655'CLINTON, LOUISIANA, DRIVE NORTH ON LOUISIANA HIGHWAY NO. 71
 BJ4655'FOR 2.4 MILES TO A T-ROAD LEFT.  FOLLOW T-ROAD NORTH FOR 5.8
 BJ4655'MILES TO A T-ROAD RIGHT (EAST).  THEN GO EAST 0.2 MILE TO THE
 BJ4655'STATION ON LEFT (NORTH) SIDE OF ROAD.
 BJ4655'
 BJ4655'REFERENCE MARK NO. 1 IS 115.08 FEET EAST OF THE STATION.  5 FEET
 BJ4655'SOUTH OF SOUTH STATE LINE FENCE.  AND 26 FEET NORTH OF CENTERLINE
 BJ4655'OF EAST-AND-WEST ROAD.  THE MARK PROJECTS 6 INCHES
 BJ4655'AND IS STAMPED HURST NO. 1 1939.
 BJ4655'
 BJ4655'REFERENCE MARK NO. 2 IS 101.17 FEET SOUTH-SOUTHWEST OF STATION.
 BJ4655'22 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD.
 BJ4655'THE MARK PROJECTS 6 INCHES AND STAMPED HURST NO.
 BJ4655'2 1939.
 BJ4655'
 BJ4655'NO AZIMUTH MARK WAS SET DUE TO HEAVY GROWTH OF TIMBER.
 BJ4655'
 BJ4655'DISTANCE WAS MEASURED AND DIRECTION OBSERVED TO U.S. GEOLOGICAL
 BJ4655'SURVEY BENCH MARK TT 100 TX 1939.  THE MARK, SET FLUSH WITH
 BJ4655'GROUND IS 66.25 FEET, 20.193 METERS, WEST OF THE STATION.
 BJ4655'6 FEET SOUTH OF THE NORTH STATE-LINE FENCE.  7-1/2 FEET NORTH OF
 BJ4655'THE SOUTH STATE-LINE FENCE.  27 FEET WEST OF CROSS FENCE BETWEEN
 BJ4655'STATE FENCES.  AND 71 FEET NORTH OF THE CENTERLINE OF AN
 BJ4655'EAST-AND-WEST ROAD.
 BJ4655'
 BJ4655'A 103-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 BJ4655'
 BJ4655'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4655
 BJ4655                          STATION RECOVERY (1949)
 BJ4655
 BJ4655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BJ4655'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 BJ4655'CHANGES WERE FOUND IN DISTANCES TO LOCAL OBJECTS DUE TO A CHANGE
 BJ4655'IN A FENCE LINE.  DESCRIPTION FOLLOWS--
 BJ4655'
 BJ4655'STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF LIBERTY,
 BJ4655'ON THE LOUISIANA-MISSISSIPPI STATE LINE, ON PROPERTY OF MR.
 BJ4655'J.H. HURST, 52 FEET NORTH OF THE APPROXIMATE CENTERLINE
 BJ4655'OF A GRAVELED ROAD, 51 FEET NORTHEAST OF A TRIANGULAR BLAZED
 BJ4655'12-INCH OAK TREE, 14 FEET SOUTH-SOUTHEAST OF A WITNESS POST,
 BJ4655'AND 12 FEET SOUTH OF A WIRE FENCE.
 BJ4655'
 BJ4655'TO REACH THE STATION FROM THE LIBERTY DRUG CO. IN LIBERTY,
 BJ4655'GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A FORK.  THEN RIGHT
 BJ4655'ROAD FOR 6.9 MILES TO A CROSS ROAD.  CONTINUE AHEAD, SOUTHERLY,
 BJ4655'1.2 MILES TO A FORK.  THEN LEFT ROAD, SOUTHERLY, 1.5 MILES TO A
 BJ4655'RIVER BRIDGE.  CROSS BRIDGE, GO EAST-SOUTHEAST, FOR 1.4 MILES
 BJ4655'TO A COUNTRY STORE ON THE RIGHT AND A T INTERSECTION.  THEN
 BJ4655'TURN RIGHT, SOUTHERLY, FOR 1.2 MILES TO A SIDE ROAD ON THE
 BJ4655'LEFT.  THEN LEFT, EASTERLY, FOR 0.2 MILE TO STATION AS
 BJ4655'DESCRIBED.
 BJ4655'
 BJ4655'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HURST
 BJ4655'1939.
 BJ4655'
 BJ4655'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE APPROXIMATE CENTERLINE
 BJ4655'OF THE GRAVELED ROAD, AND 5 FEET SOUTH OF THE WIRE FENCE.  THE
 BJ4655'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HURST NO 1
 BJ4655'1939.
 BJ4655'
 BJ4655'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE APPROXIMATE
 BJ4655'CENTERLINE OF THE GRAVELED ROAD, AND 18 FEET WEST OF THE
 BJ4655'APPROXIMATE CENTERLINE OF A DIM WOODS ROAD.  THE MARK PROJECTS
 BJ4655'6 INCHES, AND THE DISK IS STAMPED HURST NO 2 1939.
 BJ4655'
 BJ4655'BM TT 100 TX 1939 (USGS) IS 71 FEET NORTH OF THE APPROXIMATE
 BJ4655'CENTERLINE OF THE GRAVELED ROAD, AND 30 FEET NORTH-NORTHWEST
 BJ4655'OF THE TRIANGULAR BLAZED 12-INCH OAK TREE.  THE MARK IS A
 BJ4655'STANDARD USGS BM DISK STAMPED TT 100 TX 1939 SET IN THE TOP OF
 BJ4655'AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 BJ4655'
 BJ4655'ALL USC AND GS MARKS ARE STANDARD DISKS SET IN THE TOPS OF
 BJ4655'12-INCH CONCRETE POSTS.
 BJ4655'
 BJ4655'NO AZIMUTH MARK WAS SET DUE TO THE HEAVY GROWTH OF TIMBER.
 BJ4655'
 BJ4655'DISTANCES AND DIRECTIONS TAKEN IN 1949--
 BJ4655'
 BJ4655'A 103 FOOT TOWER AT HURST 1939 WILL SEE 90 FEET AT DELEE 1939,
 BJ4655'77 FEET AT POW, TICKFAW, AND WALL 1939.  64 FEET AT DAVIS AND
 BJ4655'JENKINS.
 BJ4655'
 BJ4655'*DISTANCE MEASURED IS THE RESULT OF A SECOND ORDER TRAVERSE.
 BJ4655'A CHECK DISTANCE WAS MEASURED IN FEET.
 BJ4655
 BJ4655                          STATION RECOVERY (1954)
 BJ4655
 BJ4655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4655'THE STATION WAS VISITED AND ALL THE MARKS WERE RECOVERED
 BJ4655'IN GOOD CONDITION
 BJ4655'
 BJ4655'THE DESCRIPTION IS ADEQUATE.
 BJ4655
 BJ4655                          STATION RECOVERY (1959)
 BJ4655
 BJ4655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BJ4655'STATION RECOVERED IN GOOD CONDITION.
 BJ4655'
 BJ4655'TO REACH GO ABOUT 11.0 MILES S AND 1.5 MILES E OF LIBERTY,
 BJ4655'ALONG THE MISSISSIPPI-LOUISIANA BORDER, T1N, R4E, ABOUT 0.2
 BJ4655'MILES E OF SW CORNER SECTION 35, 1196 FEET E OF T-ROAD E,
 BJ4655'52 FEET N AND 46 FEET E OF CENTER LINE E-W ROAD AT WOODS
 BJ4655'ROAD S, IN A CONCRETE POST A STANDARD TABLET STAMPED HURST 1939.
 BJ4655
 BJ4655                          STATION RECOVERY (1970)
 BJ4655
 BJ4655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (LFS)
 BJ4655'THE STATION WAS VISITED 3/5/70 AND THE STATION MARK, REFERENCE
 BJ4655'MARK NO. 1 AND TT 100 TX (USGS) 1939 WERE RECOVERED IN GOOD
 BJ4655'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  A REFERENCE
 BJ4655'MARK NO. 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 BJ4655'
 BJ4655'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF
 BJ4655'LIBERTY, 7.5 MILES SOUTHWEST OF GILLSBURG AND ABOUT ON THE
 BJ4655'LOUISIANA-MISSISSIPPI STATE LINE.  IT IS 51 FEET NORTH OF THE
 BJ4655'CENTER OF A GRAVELED ROAD, 17 FEET EAST OF THE PROJECTED
 BJ4655'CENTER OF A DIM WOODS ROAD LEADING SOUTH, 13.5 FEET SOUTH OF
 BJ4655'A FENCE, 84 FEET WEST OF A POWERLINE POLE WITH A GUY WIRE,
 BJ4655'42 FEET SOUTHEAST OF A TREE SERVING AS A FENCE CORNER POST,
 BJ4655'28 FEET NORTH OF A POINT DIRECTLY UNDER A POWERLINE AND 1 FOOT
 BJ4655'NORTH OF A WITNESS POST.  IT IS A C AND GS TRIANGULATION
 BJ4655'STATION DISK, STAMPED HURST 1939, PROJECTING 4 INCHES.
 BJ4655'
 BJ4655'REFERENCE MARK NO. 1 IS 115.11 FEET EAST OF THE STATION.
 BJ4655'IT IS 25 FEET NORTH OF THE CENTER OF THE ROAD, 5.5 FEET SOUTH
 BJ4655'OF A FENCE, 22 FEET EAST OF THE POWERLINE POLE WITH GUY WIRE,
 BJ4655'4 FEET NORTH OF A POINT DIRECTLY UNDER THE POWERLINE AND 1
 BJ4655'FOOT NORTH OF A WITNESS POST.  IT IS A C AND GS REFERENCE MARK
 BJ4655'DISK, STAMPED HURST NO 1 1939, PROJECTING 6 INCHES.
 BJ4655'
 BJ4655'REFERENCE MARK NO. 3 IS 35.14 FEET NORTH-NORTHEAST OF THE STATION.
 BJ4655'IT IS 85 FEET NORTH OF THE CENTER OF THE ROAD, 21 FEET NORTH
 BJ4655'OF A FENCE, 86 FEET WEST-NORTHWEST OF THE POWERLINE POLE WITH
 BJ4655'THE GUY WIRE, 59 FEET NORTH OF A POINT DIRECTLY UNDER THE
 BJ4655'POWERLINE, 46 FEET EAST-NORTHEAST OF THE FENCE CORNER TREE,
 BJ4655'46 FEET EAST OF A FENCE AND 1 FOOT SOUTHEAST OF A WITNESS POST.
 BJ4655'IT IS A C AND GS REFERENCE MARK DISK, STAMPED HURST 1939 NO
 BJ4655'3 1970.
 BJ4655'
 BJ4655'TT 100 TX (USGS) 1939 IS 66.25 FEET WEST OF THE STATION.  IT
 BJ4655'IS 68 FEET NORTH OF THE CENTER OF THE ROAD, 26 FEET EAST-NORTHEAST
 BJ4655'OF AN 8 INCH DOUBLE TRUNK OAK TREE, 20 FEET EAST OF A 9 INCH
 BJ4655'OAK TREE, 34 FEET WEST-SOUTHWEST OF THE FENCE CORNER TREE,
 BJ4655'48.5 FEET NORTH OF A POINT DIRECTLY UNDER THE POWERLINE AND
 BJ4655'1 FOOT EAST OF A WITNESS POST.  IT IS A USGS DISK, STAMPED
 BJ4655'TT 100 TX 1939, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 BJ4655'POST THAT IS FLUSH WITH THE GROUND.
 BJ4655'
 BJ4655'TO REACH THE STATION FROM THE AMITE COUNTY COURTHOUSE IN LIBERTY,
 BJ4655'MISSISSIPPI, GO EAST ON STATE HIGHWAY 24 FOR 0.15 MILE TO A SIGNAL
 BJ4655'LIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.3 MILE
 BJ4655'TO A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTH ON PAVED
 BJ4655'ROAD FOR 6.8 MILES TO A CROSS ROAD, CONTINUE SOUTH, NOW
 BJ4655'ON GRAVELED ROAD, FOR 4.3 MILES TO A CROSSROAD.  TURN RIGHT AND
 BJ4655'GO SOUTHWEST ON PAVED ROAD FOR 1.3 MILES TO A SIDE ROAD LEFT
 BJ4655'JUST AFTER CROSSING THE STATE LINE, AND AT THE STATE LINE
 BJ4655'GROCERY.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 0.2 MILE
 BJ4655'TO THE STATION ON THE LEFT JUST AFTER PASSING A DIM WOODS ROAD
 BJ4655'ON THE RIGHT.
 BJ4655'
 BJ4655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 BJ4655'SOUTHWEST OF GILLSBURG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2758 ***********************************************************************
 CQ2758  DESIGNATION -  HUTSON
 CQ2758  PID         -  CQ2758
 CQ2758  STATE/COUNTY-  LA/OUACHITA
 CQ2758  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2758
 CQ2758                         *CURRENT SURVEY CONTROL
 CQ2758  ___________________________________________________________________
 CQ2758* NAD 83(1992)-  32 28 13.34300(N)    092 11 09.29849(W)     ADJUSTED  
 CQ2758* NAVD 88     -        30.2    (meters)      99.     (feet)  VERTCON   
 CQ2758  ___________________________________________________________________
 CQ2758  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 CQ2758  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2758
 CQ2758  HORZ ORDER  -  FIRST
 CQ2758
 CQ2758.The horizontal coordinates were established by classical geodetic methods
 CQ2758.and adjusted by the National Geodetic Survey in January 1993..
 CQ2758
 CQ2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2758
 CQ2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2758
 CQ2758.The geoid height was determined by GEOID03.
 CQ2758
 CQ2758;                    North         East     Units Scale Factor Converg.
 CQ2758;SPC LA N     -   218,511.816 1,029,525.058   MT  0.99996113   +0 09 57.8
 CQ2758;SPC LA N     -   716,900.85  3,377,700.13   sFT  0.99996113   +0 09 57.8
 CQ2758;UTM  15      - 3,592,866.722   576,500.512   MT  0.99967217   +0 26 13.5
 CQ2758
 CQ2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2758!SPC LA N     -   0.99999933  x   0.99996113  =   0.99996046
 CQ2758!UTM  15      -   0.99999933  x   0.99967217  =   0.99967150
 CQ2758
 CQ2758|---------------------------------------------------------------------|
 CQ2758| PID    Reference Object                     Distance      Geod. Az  |
 CQ2758|                                                           dddmmss.s |
 CQ2758| CY4729 HUTSON RM 1                          26.405 METERS 00220     |
 CQ2758| CQ2752 BROWNVILLE MUN W TANK               APPROX. 3.2 KM 0493841.6 |
 CQ2758| CQ3433 MONROE W BASE RESET                 APPROX.10.1 KM 0690146.6 |
 CQ2758| CQ2722 MONROE RAD STA KLIC MAST            APPROX. 9.2 KM 0775816.0 |
 CQ2758| CQ2726 MONROE LOUISVILLE COOP W TK         APPROX. 7.2 KM 0820740.2 |
 CQ2758| CQ2754 BAWCOMVILLE RAD STA KGH 472         APPROX. 2.3 KM 0923606.6 |
 CQ2758| CQ2727 MONROE USE RAD STA WUG 31 TWR       APPROX. 6.7 KM 0935318.5 |
 CQ2758| CQ2755 BAWCOMVILLE RAD STA KUZN MAST       APPROX. 1.6 KM 1112647.8 |
 CQ2758| CY4730 HUTSON RM 2                          35.387 METERS 22341     |
 CQ2758| CQ2759 MONROE AT T M WAVE KKT 25           APPROX. 2.7 KM 3592234.0 |
 CQ2758|---------------------------------------------------------------------|
 CQ2758
 CQ2758                          SUPERSEDED SURVEY CONTROL
 CQ2758
 CQ2758  NAD 83(1986)-  32 28 13.35637(N)    092 11 09.29087(W) AD(       ) 1
 CQ2758  NAD 27      -  32 28 12.83020(N)    092 11 08.80025(W) AD(       ) 1
 CQ2758  NGVD 29 (07/19/86)   30.2    (m)           99.     (f) VERT ANG       
 CQ2758
 CQ2758.Superseded values are not recommended for survey control.
 CQ2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2758.See file dsdata.txt to determine how the superseded data were derived.
 CQ2758
 CQ2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7650192867(NAD 83)
 CQ2758_MARKER: DS = TRIANGULATION STATION DISK
 CQ2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2758
 CQ2758  HISTORY     - Date     Condition        Report By
 CQ2758  HISTORY     - 1971     MONUMENTED       NGS
 CQ2758
 CQ2758                          STATION DESCRIPTION
 CQ2758
 CQ2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2758'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WEST MONROE,
 CQ2758'1-1/2 MILES WEST-NORTHWEST OF BAWCOMVILLE, IN THE NORTHEAST PART
 CQ2758'OF SECTION 54, T 17 N, R 3 E AND ON THE PROPERTY OF
 CQ2758'MR. L.E. HUTSON, 505 WALTER STREET, WEST MONROE, LOUISIANA, 71291.
 CQ2758'
 CQ2758'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 CQ2758'INTERSTATE HIGHWAY 20 IN WEST MONROE, GO SOUTH ON STATE HIGHWAY
 CQ2758'34 FOR 1.5 MILES TO THE JUNCTION OF STATE HIGHWAY 840-1.  TURN
 CQ2758'RIGHT AND GO WEST ON STATE HIGHWAY 840-1 FOR 1.15 MILES TO
 CQ2758'JUNCTION OF STATE HIGHWAY 3033.  TURN LEFT AND GO SOUTHERLY ON
 CQ2758'STATE HIGHWAY 3033 FOR 0.85 MILE TO WALTER STREET ON THE
 CQ2758'RIGHT.  TURN RIGHT AND GO WEST ON WALTER STREET FOR 0.6 MILE TO
 CQ2758'WHERE THE STREET CURVES TO THE RIGHT AND ENTRANCE TO HUTSONS
 CQ2758'TRAILER PARK ON THE LEFT.  TURN LEFT INTO HUTSONS TRAILER
 CQ2758'PARK AND GO 0.1 MILE TO THE STATION ON THE LEFT IN A BARN
 CQ2758'LOT.
 CQ2758'
 CQ2758'THE STATION MARKS ARE STANDARD DISKS STAMPED HUTSON 1970.  THE
 CQ2758'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2758'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET
 CQ2758'SOUTH OF THE SOUTHWEST CORNER OF A BARN, 38.5 FEET NORTH OF A
 CQ2758'20-INCH OAK TREE, 38 FEET NORTHWEST OF A FENCE CORNER AND 37 FEET
 CQ2758'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN.  THE
 CQ2758'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2758'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2758'
 CQ2758'REFERENCE MARK 1, A STANDARD DISK STAMPED HUTSON NO 1 1970, IS
 CQ2758'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2758'FLUSH WITH THE GROUND SURFACE.  IT IS 23 FEET WEST OF A FENCE
 CQ2758'CORNER, 16 FEET NORTH OF THE NORTHWEST CORNER OF THE BARN AND 1
 CQ2758'FOOT SOUTH-SOUTHEAST OF A FENCE.
 CQ2758'
 CQ2758'REFERENCE MARK 2, A STANDARD DISK STAMPED HUTSON NO 2 1970, IS
 CQ2758'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2758'FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET SOUTH OF A 10-INCH
 CQ2758'OAK TREE, 17 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF A
 CQ2758'FENCE.
 CQ2758'
 CQ2758'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 CQ2758'
 CQ2758'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2341 ***********************************************************************
 BX2341  DESIGNATION -  HYAMS
 BX2341  PID         -  BX2341
 BX2341  STATE/COUNTY-  LA/NATCHITOCHES
 BX2341  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2341
 BX2341                         *CURRENT SURVEY CONTROL
 BX2341  ___________________________________________________________________
 BX2341* NAD 83(1986)-  31 50 14.     (N)    093 07 14.     (W)     SCALED    
 BX2341* NAVD 88     -        36.052  (meters)     118.28   (feet)  ADJUSTED  
 BX2341  ___________________________________________________________________
 BX2341  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2341  DYNAMIC HT  -          36.009 (meters)     118.14  (feet)  COMP
 BX2341  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 BX2341
 BX2341  VERT ORDER  -  FIRST     CLASS I
 BX2341
 BX2341.The horizontal coordinates were scaled from a topographic map and have
 BX2341.an estimated accuracy of +/- 6 seconds.
 BX2341
 BX2341.The orthometric height was determined by differential leveling
 BX2341.and adjusted by the National Geodetic Survey in February 1994..
 BX2341
 BX2341.The geoid height was determined by GEOID03.
 BX2341
 BX2341.The dynamic height is computed by dividing the NAVD 88
 BX2341.geopotential number by the normal gravity value computed on the
 BX2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2341.degrees latitude (g = 980.6199 gals.).
 BX2341
 BX2341.The modeled gravity was interpolated from observed gravity values.
 BX2341
 BX2341;                    North         East    Units  Estimated Accuracy
 BX2341;SPC LA N     -   148,430.      941,260.      MT  (+/- 180 meters Scaled)
 BX2341
 BX2341                          SUPERSEDED SURVEY CONTROL
 BX2341
 BX2341  NAVD 88 (06/15/91)   36.051  (m)          118.28   (f) UNKNOWN     1 1
 BX2341  NGVD 29 (??/??/??)   36.100  (m)          118.44   (f) ADJUSTED    1 1
 BX2341
 BX2341.Superseded values are not recommended for survey control.
 BX2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2341.See file dsdata.txt to determine how the superseded data were derived.
 BX2341
 BX2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR885224(NAD 83)
 BX2341_MARKER: P = PIPE CAP
 BX2341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2341_SP_SET: IRON PIPE
 BX2341_STAMPING: PBM HYAMS
 BX2341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2341
 BX2341  HISTORY     - Date     Condition        Report By
 BX2341  HISTORY     - UNK      MONUMENTED       USE
 BX2341  HISTORY     - 1977     GOOD             NGS
 BX2341
 BX2341                          STATION DESCRIPTION
 BX2341
 BX2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2341'5.3 MI SE FROM POWHATAN.
 BX2341'5.3 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX2341'JUNCTION OF STATE HIGHWAY 485 AT POWHATAN, ALSO 7.9 MILES NORTHWEST
 BX2341'OF NATCHITOCHES, 48 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 BX2341'RAIL, 38 FEET EAST-SOUTHEAST OF N 304, 35 FEET EAST
 BX2341'OF A GAS PIPELINE WITNESS POST, 9 FEET NORTHWEST OF THE CENTER OF
 BX2341'A FIELD ROAD WHICH CROSSES THE TRACKS, AND 1 FOOT NORTHEAST OF
 BX2341'A GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4467 ***********************************************************************
 BJ4467  DESIGNATION -  HYMEL
 BJ4467  PID         -  BJ4467
 BJ4467  STATE/COUNTY-  LA/ST JAMES
 BJ4467  USGS QUAD   -  CONVENT (1994)
 BJ4467
 BJ4467                         *CURRENT SURVEY CONTROL
 BJ4467  ___________________________________________________________________
 BJ4467* NAD 83(1992)-  30 04 08.03163(N)    090 51 47.53570(W)     ADJUSTED  
 BJ4467* NAVD 88     -         8.93   (+/-2cm)      29.3  **(feet)  VERTCON   
 BJ4467  **This station is located in a subsidence area (see below).
 BJ4467  ___________________________________________________________________
 BJ4467  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ4467  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BJ4467
 BJ4467  HORZ ORDER  -  SECOND
 BJ4467  VERT ORDER  -  THIRD ? (See Below)
 BJ4467
 BJ4467.The horizontal coordinates were established by classical geodetic methods
 BJ4467.and adjusted by the National Geodetic Survey in January 1993..
 BJ4467
 BJ4467 ** The orthometric height has not been validated since last determined
 BJ4467 ** by differential leveling and should not be used for control purposes.
 BJ4467 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4467 ** area with valid NAVD 88 orthometric heights.
 BJ4467 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4467 ** epoch indicated which incorporates improved geoid heights for the
 BJ4467 ** Southern Louisiana Subsidence area.
 BJ4467 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4467.The vertical order pertains to the NGVD 29 superseded value.
 BJ4467
 BJ4467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4467
 BJ4467.The geoid height was determined by GEOID03.
 BJ4467
 BJ4467;                    North         East     Units Scale Factor Converg.
 BJ4467;SPC LA S     -   173,996.344 1,045,326.168   MT  0.99992645   +0 14 06.3
 BJ4467;SPC LA S     -   570,853.01  3,429,540.94   sFT  0.99992645   +0 14 06.3
 BJ4467;UTM  15      - 3,328,344.746   705,970.435   MT  1.00012343   +1 04 15.6
 BJ4467
 BJ4467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4467!SPC LA S     -   1.00000276  x   0.99992645  =   0.99992921
 BJ4467!UTM  15      -   1.00000276  x   1.00012343  =   1.00012619
 BJ4467
 BJ4467                          SUPERSEDED SURVEY CONTROL
 BJ4467
 BJ4467  NAD 83(1986)-  30 04 08.04892(N)    090 51 47.53690(W) AD(       ) 2
 BJ4467  NAD 27      -  30 04 07.32709(N)    090 51 47.19338(W) AD(       ) 2
 BJ4467  NGVD 29 (07/19/86)    9.00   (m)           29.5    (f) LEVELING    3  
 BJ4467
 BJ4467.Superseded values are not recommended for survey control.
 BJ4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4467.See file dsdata.txt to determine how the superseded data were derived.
 BJ4467
 BJ4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0597028345(NAD 83)
 BJ4467_MARKER: DS = TRIANGULATION STATION DISK
 BJ4467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4467
 BJ4467  HISTORY     - Date     Condition        Report By
 BJ4467  HISTORY     - 1929     MONUMENTED       CGS
 BJ4467  HISTORY     - 1938     GOOD             CGS
 BJ4467  HISTORY     - 1948     POOR             USE
 BJ4467  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ4467  HISTORY     - 1962     POOR             USGS
 BJ4467  HISTORY     - 1964     GOOD             CGS
 BJ4467  HISTORY     - 1965     GOOD             CGS
 BJ4467
 BJ4467                          STATION DESCRIPTION
 BJ4467
 BJ4467'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4467'IN TOWN OF CENTRAL, ON BANQUETTE OF LEVEE, ABOUT 100 YARDS
 BJ4467'E OF STORE OWNED BY J.I. HYMEL.
 BJ4467'
 BJ4467'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4467'DISKS SET IN CONCRETE.
 BJ4467'
 BJ4467'REFERENCE MARK NO. 1 IS N OF U.S. ROUTE 61, AND 95.77 METERS
 BJ4467'(314.2 FEET) FROM STATION N 81 DEG 38 MIN W.
 BJ4467'
 BJ4467'REFERENCE MARK NO. 2 IS N OF U.S. ROUTE 61 AND 24.38 METERS
 BJ4467'(80.0 FEET) FROM STATION N 19 DEG 40 MIN W.
 BJ4467
 BJ4467                          STATION RECOVERY (1938)
 BJ4467
 BJ4467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 BJ4467'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BJ4467
 BJ4467                          STATION RECOVERY (1948)
 BJ4467
 BJ4467'RECOVERY NOTE BY US ENGINEERS 1948 (RJW)
 BJ4467'MARK APPEARS TO HAVE BEEN RUN OVER BUT IS PROBABLY INTACT.
 BJ4467'ELEVATION OF MARK SHOULD BE USED WITH CAUTION.
 BJ4467'
 BJ4467'STATION IS A BRONZE DISK, SET IN THE TOP OF A 12- BY 12-IN.
 BJ4467'CONCRETE MONUMENT ON THE LEFT BANK OF MISSISSIPPI RIVER,
 BJ4467'APPROXIMATELY 4.65 MI. VIA STATE HIGHWAY 1 ABOVE THE COURTHOUSE
 BJ4467'AT CONVENT, ABOUT 3.2 MI. ALONG HIGHWAY BELOW THE UNION
 BJ4467'POST OFFICE, AND ABOUT 1.7 MI. BELOW THE CENTRAL POST OFFICE.
 BJ4467'IT IS ABOUT 360 FT. BELOW THE LOWER SIDE OF THE HYMEL STORE,
 BJ4467'ABOUT 0.35 MI. BELOW A GRAVEL ROAD LEADING N BY E FROM HIGHWAY
 BJ4467'1 TO HELVETIA SUGAR MILL ON THE BANQUETTE CROWN OF A LEVEE
 BJ4467'DIRECTLY RIVERSIDE OF THE MIDDLE OF THE FRONT PORCH OF THE
 BJ4467'SCHEXNAYDRE CO. STORE, 57 FT. RIVERSIDE OF THE CENTERLINE
 BJ4467'OF HIGHWAY 1 AT A POINT 20 FT. BELOW ITS JUNCTION WITH A
 BJ4467'GRAVEL ROAD LEADING BACK TO THE Y. AND M.V.R.R. AT WILTON,
 BJ4467'33 FT. LANDSIDE OF THE CENTERLINE OF A LEVEE AT
 BJ4467'APPROXIMATE STATION 3401+65.  THE TOP OF MARK IS 3 IN.
 BJ4467'ABOVE GROUND.
 BJ4467'
 BJ4467'WITNESSES--L.P. AND L. CO. POLE AT BRANCH LINE LEADING N,
 BJ4467'N 56 DEG W (MAG.), 57.5 FT.  SW CORNER OF YARD AROUND SCHEXNAYDRE
 BJ4467'CO. STORE, N 2 DEG E (MAG.), 77.0 FT.
 BJ4467
 BJ4467                          STATION RECOVERY (1955)
 BJ4467
 BJ4467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4467'THE STATION WAS VISITED ON APRIL 2, 1955.  THE SURFACE MARK
 BJ4467'AND REFERENCE MARK 2 WERE DESTROYED.  REFERENCE MARK 1 WAS
 BJ4467'DISTURBED SLIGHTLY, THIS MARK WAS LEFT AS FOUND, AND REFERENCE
 BJ4467'MARKS 3 AND 4 WERE ESTABLISHED.  THE SUBSURFACE MARK WAS
 BJ4467'FOUND IN GOOD CONDITION.  THE SUBSURFACE MARK WAS LOWERED
 BJ4467'IN ITS ORIGINAL POSITION, AND A NEW SURFACE MARK WAS
 BJ4467'ESTABLISHED.  THE DISKS FOR THE SUBSURFACE MARK AND THE SURFACE
 BJ4467'MARK WERE REUSED IN SETTING THE NEW MARKS.  THE DISK FOR
 BJ4467'REFERENCE MARK 2 WAS RECLAIMED.  A NEW DESCRIPTION
 BJ4467'FOLLOWS--
 BJ4467'
 BJ4467'THE STATION IS LOCATED AT CENTRAL, ABOUT 8 MI. E OF DONALDSONVILLE,
 BJ4467'1.7 MI. SE OF THE CENTRAL POST OFFICE, ON THE N BANK OF
 BJ4467'THE LEVEE, 360 FT. E OF THE H.J. HYMEL STORE, 35 FT. N OF
 BJ4467'THE TOP OF THE LEVEE, 56 FT. S OF THE CENTER OF STATE HIGHWAY
 BJ4467'1, 36 FT. E OF THE PROJECTED CENTERLINE OF A GRAVELED ROAD
 BJ4467'LEADING N, 56.5 FT. SE OF A POWER POLE WHERE THE WIRES CROSS
 BJ4467'THE HIGHWAY, 2 FT. NW OF A WITNESS POST, AND 6 FT. E OF
 BJ4467'THE PROJECTED TANGENT OF THE W SIDE OF SCHEXNAYDERS STORE
 BJ4467'WHICH IS N OF THE STATION.  IT IS A STANDARD DISK, STAMPED
 BJ4467'HYMEL 1929 1955 AND PROJECTING 2 IN.
 BJ4467'
 BJ4467'REFERENCE MARK 3 IS 90.29 FT. E OF THE STATION, ON THE N
 BJ4467'BENCH OF THE LEVEE, 38 FT. N OF THE CENTER OF THE TOP OF
 BJ4467'THE LEVEE, 58 FT. S OF THE CENTERLINE OF STATE HIGHWAY 1,
 BJ4467'5 FT. E OF THE PROJECTED CENTERLINE OF A DITCH RUNNING N
 BJ4467'AND S, N OF THE ROAD, AND 3 FT. W OF A WITNESS POST.  IT
 BJ4467'IS A STANDARD DISK, STAMPED HYMEL NO 3 1929 1955 AND PROJECTING
 BJ4467'4 IN.
 BJ4467'
 BJ4467'REFERENCE MARK 4 IS 98.92 FT. N-NW OF THE STATION, 39 FT.
 BJ4467'N OF THE CENTERLINE OF STATE HIGHWAY 1, 27 FT. W OF THE
 BJ4467'CENTER OF A ROAD LEADING N, 4 FT. SW OF A VALVE IN A NATURAL
 BJ4467'GASLINE, 119 FT. SW OF THE SW CORNER OF THE SCHEXNAYDER
 BJ4467'STORE, AND 56 FT. N OF A POWER POLE ON THE S SIDE OF THE
 BJ4467'HIGHWAY.  IT IS A STANDARD DISK, STAMPED HYMEL NO 4 1929
 BJ4467'1955 AND PROJECTING 6 IN.
 BJ4467
 BJ4467                          STATION RECOVERY (1962)
 BJ4467
 BJ4467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BJ4467'THIS MARK WAS FOUND AS DESCRIBED BUT DISTURBED.  NOW LEANS
 BJ4467'ABOUT 20 DEGREES.
 BJ4467
 BJ4467                          STATION RECOVERY (1964)
 BJ4467
 BJ4467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ4467'THE STATION AND REFERENCE MARK NO. 3 AND 4 WERE RECOVERED
 BJ4467'AND IN GOOD CONDITION.  THE STATION MAY BE REACHED BY GOING
 BJ4467'3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 44 FROM THE ST.
 BJ4467'MARYS CHURCH AT UNION, NEAR THE SMALL VILLAGE OF CENTRAL,
 BJ4467'ON THE MISSISSIPPI RIVER LEVEE, NEAR THE JUNCTION OF A BLACK
 BJ4467'TOP ROAD LEADING NORTH, 360 FEET EAST OF THE H.J. HYMEL
 BJ4467'STORE, 56 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BJ4467'35 FEET NORTH OF THE TOP OF THE LEVEE, 56-1/2 FEET SOUTHEAST
 BJ4467'OF A POWER LINE POLE, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 BJ4467'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BJ4467'INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ4467'
 BJ4467'REFERENCE MARK NO. 3 IS 90.3 FEET EAST OF THE STATION, 58
 BJ4467'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTH
 BJ4467'OF THE TOP OF THE LEVEE, ABOUT 10 FEET ABOVE THE LEVEL OF
 BJ4467'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BJ4467'4 INCHES ABOVE GROUND.  REFERENCE MARK NO. 4 98.9 FEET
 BJ4467'NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE STATION, 39
 BJ4467'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST
 BJ4467'OF THE CENTER LINE OF THE BLACK TOP ROAD LEADING NORTH,
 BJ4467'14 FEET SOUTHWEST OF A POWER LINE POLE, SET IN THE TOP OF
 BJ4467'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 BJ4467
 BJ4467                          STATION RECOVERY (1965)
 BJ4467
 BJ4467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BJ4467'THE STATION WAS VISITED 11-9-64 AND THE STATION MARK AND
 BJ4467'REFERENCE MARK NO. 4 WERE FOUND IN GOOD CONDITION, REFERENCE
 BJ4467'MARK NO. 3 WAS FOUND DISTURBED AND THE DISK WAS RECLAIMED.
 BJ4467'THE STATION SURFACE MARK WAS LOWERED AT THIS DATE DUE TO
 BJ4467'CONSTRUCTION ALONG THE LEVEE AT THE REQUEST OF THE CORPS
 BJ4467'OF ENGINEERS.  REFERENCE MARK NO. 5 WAS ESTABLISHED AT THIS
 BJ4467'DATE.  ALL MRKS ARE TIED TO SECOND ORDER PRECISE LEVELS.
 BJ4467'A NEW DESCRIPTION FOLLOWS--
 BJ4467'
 BJ4467'THE STATION IS LOCATED AT CENTRAL, 1.7 MILES SE OF THE POST
 BJ4467'OFFICE AT CENTRAL, ABOUT 8 MILES EAST OF DONALDSONVILLE,
 BJ4467'ON THE NORTH SLOPE OF THE LEVEE, 360 FEET EAST OF THE H.J.
 BJ4467'HYMEL STORE, 35 FEET NORTH OF THE TOP OF THE LEVEE, 56 FEET
 BJ4467'S. OF THE CENTERLINE OF STATE HIGHWAY 44, 36 FEET EAST OF
 BJ4467'THE PROJECTED CENTERLINE OF A GRAVELED ROAD LEADING NORTH,
 BJ4467'56.5 FEET SE OF A POWER POLE WHERE THE WIRES CROSSES THE
 BJ4467'ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BJ4467'STANDARD DISK, STAMPED HYMEL 1929 1955 1964, SET IN THE
 BJ4467'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BJ4467'
 BJ4467'REFERENCE MARK NO. 4 IS 98.54 FEET NNW OF THE STATION.  IT
 BJ4467'IS 39 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 44,
 BJ4467'27 FEET WEST OF THE CENTER OF THE ROAD LEADING NORTH, 4
 BJ4467'FEET SW OF A VALVE FOR NATURAL GAS LINE, 56 FEET N. OF THE
 BJ4467'POWER POLE SOUTH OF THE HIGHWAY, 16 FEET N. OF A FIRE HYDRANT,
 BJ4467'15 FEET NORTH OF A FENCE CORNER, AND 1 FOOT SOUTH OF A METAL
 BJ4467'WITNESS POST.  IT IS A STANDARD DISK, STAMPED HYNEL NO 4
 BJ4467'1929 1955.
 BJ4467'
 BJ4467'REFERENCE MARK NO. 5 IS 95.05 FEET NORTHEAST OF THE STATION.
 BJ4467'IT IS 72 FEET EAST OF THE CENTER OF THE GRAVELED ROAD LEADING
 BJ4467'NORTH, 35 FEET WEST OF A FENCE CORNER, 53 FEET WEST OF THE
 BJ4467'CENTER OF A NORTH-SOUTH DITCH, 22 FEET NORTH OF THE CENTERLINE
 BJ4467'OF STATE HIGHWAY 44 AND 1 FOOT NORTH OF A METAL WITNESS
 BJ4467'POST.  IT IS A STANDARD DISK, STAMPED HYMEL NO 5 1929 1955
 BJ4467'1964.
 BJ4467'
 BJ4467'THE DISTANCE BETWEEN REFERENCE MARKS NO. 4 AND NO. 5 IS
 BJ4467'92.78 FEET.
 BJ4467'
 BJ4467'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1675 ***********************************************************************
 CQ1675  DESIGNATION -  I 12
 CQ1675  PID         -  CQ1675
 CQ1675  STATE/COUNTY-  LA/CADDO
 CQ1675  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1675
 CQ1675                         *CURRENT SURVEY CONTROL
 CQ1675  ___________________________________________________________________
 CQ1675* NAD 83(1986)-  32 23 19.     (N)    093 50 39.     (W)     SCALED    
 CQ1675* NAVD 88     -        54.571  (meters)     179.04   (feet)  ADJUSTED  
 CQ1675  ___________________________________________________________________
 CQ1675  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1675  DYNAMIC HT  -          54.509 (meters)     178.83  (feet)  COMP
 CQ1675  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 CQ1675
 CQ1675  VERT ORDER  -  FIRST     CLASS II
 CQ1675
 CQ1675.The horizontal coordinates were scaled from a topographic map and have
 CQ1675.an estimated accuracy of +/- 6 seconds.
 CQ1675
 CQ1675.The orthometric height was determined by differential leveling
 CQ1675.and adjusted by the National Geodetic Survey in June 1991..
 CQ1675
 CQ1675.The geoid height was determined by GEOID03.
 CQ1675
 CQ1675.The dynamic height is computed by dividing the NAVD 88
 CQ1675.geopotential number by the normal gravity value computed on the
 CQ1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1675.degrees latitude (g = 980.6199 gals.).
 CQ1675
 CQ1675.The modeled gravity was interpolated from observed gravity values.
 CQ1675
 CQ1675;                    North         East    Units  Estimated Accuracy
 CQ1675;SPC LA N     -   210,190.      873,530.      MT  (+/- 180 meters Scaled)
 CQ1675
 CQ1675                          SUPERSEDED SURVEY CONTROL
 CQ1675
 CQ1675  NGVD 29 (??/??/??)   54.631  (m)          179.24   (f) ADJUSTED    1 2
 CQ1675
 CQ1675.Superseded values are not recommended for survey control.
 CQ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1675.See file dsdata.txt to determine how the superseded data were derived.
 CQ1675
 CQ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR206838(NAD 83)
 CQ1675_MARKER: DB = BENCH MARK DISK
 CQ1675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1675_SP_SET: CULVERT
 CQ1675_STAMPING: I 12 179.294
 CQ1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1675
 CQ1675  HISTORY     - Date     Condition        Report By
 CQ1675  HISTORY     - UNK      MONUMENTED       CGS
 CQ1675  HISTORY     - 1935     GOOD             CGS
 CQ1675
 CQ1675                          STATION DESCRIPTION
 CQ1675
 CQ1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ1675'0.8 MI S FROM REISOR.
 CQ1675'LOCATED ABOUT 0.8 MILES SOUTH OF REISOR, CADDO PARISH, LA., ON THE T.
 CQ1675'AND P. RAILROAD, 5 POLES NORTH OF MILE POST NO. 316 AND ABOUT 12 FT.
 CQ1675'EAST OF THE CENTER LINE OF THE MAIN TRACK OF THE T. AND P. RAILROAD.
 CQ1675'MARK IS A STANDARD DISK, IN EXCELLENT CONDITION EASILY LOCATED AND IS
 CQ1675'SET IN THE TOP OF A CONCRETE CULVERT RUNNING UNDER THE TRACK, AND HAS
 CQ1675'THE MONUMENT NUMBER AND ELEVATION NUMBER STAMPED ON THE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2228 ***********************************************************************
 CP2228  DESIGNATION -  I 21 1 CAP
 CP2228  PID         -  CP2228
 CP2228  STATE/COUNTY-  LA/MOREHOUSE
 CP2228  USGS QUAD   -  BASTROP (1994)
 CP2228
 CP2228                         *CURRENT SURVEY CONTROL
 CP2228  ___________________________________________________________________
 CP2228* NAD 83(1986)-  32 50 37.     (N)    091 54 29.     (W)     SCALED    
 CP2228* NAVD 88     -        37.887  (meters)     124.30   (feet)  ADJUSTED  
 CP2228  ___________________________________________________________________
 CP2228  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP2228  DYNAMIC HT  -          37.846 (meters)     124.17  (feet)  COMP
 CP2228  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 CP2228
 CP2228  VERT ORDER  -  SECOND    CLASS 0
 CP2228
 CP2228.The horizontal coordinates were scaled from a topographic map and have
 CP2228.an estimated accuracy of +/- 6 seconds.
 CP2228
 CP2228.The orthometric height was determined by differential leveling
 CP2228.and adjusted by the National Geodetic Survey in June 1991..
 CP2228
 CP2228.The geoid height was determined by GEOID03.
 CP2228
 CP2228.The dynamic height is computed by dividing the NAVD 88
 CP2228.geopotential number by the normal gravity value computed on the
 CP2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2228.degrees latitude (g = 980.6199 gals.).
 CP2228
 CP2228.The modeled gravity was interpolated from observed gravity values.
 CP2228
 CP2228;                    North         East    Units  Estimated Accuracy
 CP2228;SPC LA N     -   260,010.    1,055,420.      MT  (+/- 180 meters Scaled)
 CP2228
 CP2228                          SUPERSEDED SURVEY CONTROL
 CP2228
 CP2228  NGVD 29 (??/??/92)   37.97   (m)          124.6    (f) COMPUTED    2 0
 CP2228
 CP2228.Superseded values are not recommended for survey control.
 CP2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2228.See file dsdata.txt to determine how the superseded data were derived.
 CP2228
 CP2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS021344(NAD 83)
 CP2228_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2228_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2228_STAMPING: I 21 1 1930 ELEV. 125
 CP2228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2228
 CP2228  HISTORY     - Date     Condition        Report By
 CP2228  HISTORY     - 1930     MONUMENTED       DOD
 CP2228  HISTORY     - 1934     GOOD             DOD
 CP2228
 CP2228                          STATION DESCRIPTION
 CP2228
 CP2228'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2228'2.1 MI S FROM BASTROP.
 CP2228'2.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 CP2228'AT WARDVILLE, MOREHOUSE PARISH, 37 FEET SOUTH OF THE SECOND POLE SOUTH
 CP2228'OF MILEPOST 549, 47.8 FEET WEST OF A 24-INCH CHINABERRY TREE, AT A
 CP2228'ROAD CROSSING, 32.4 FEET EAST OF THE CENTERLINE OF THE TRACK, 23 FEET
 CP2228'NORTH OF THE CENTERLINE OF THE ROAD, 3.2 FEET NORTH OF A CROSS FENCE,
 CP2228'AND ON THE RAILROAD RIGHT-OF-WAY.  AN IRON PIPE PROJECTING ABOUT 5
 CP2228'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, USA., STANDARD
 CP2228'CAP, STAMPED I 21 1 1930,  ELEV. 125.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2237 ***********************************************************************
 CP2237  DESIGNATION -  I 21 15 CAP
 CP2237  PID         -  CP2237
 CP2237  STATE/COUNTY-  LA/MOREHOUSE
 CP2237  USGS QUAD   -  BASTROP (1994)
 CP2237
 CP2237                         *CURRENT SURVEY CONTROL
 CP2237  ___________________________________________________________________
 CP2237* NAD 83(1986)-  32 46 50.     (N)    091 54 51.     (W)     SCALED    
 CP2237* NAVD 88     -        44.736  (meters)     146.77   (feet)  ADJUSTED  
 CP2237  ___________________________________________________________________
 CP2237  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP2237  DYNAMIC HT  -          44.688 (meters)     146.61  (feet)  COMP
 CP2237  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 CP2237
 CP2237  VERT ORDER  -  SECOND    CLASS 0
 CP2237
 CP2237.The horizontal coordinates were scaled from a topographic map and have
 CP2237.an estimated accuracy of +/- 6 seconds.
 CP2237
 CP2237.The orthometric height was determined by differential leveling
 CP2237.and adjusted by the National Geodetic Survey in June 1991..
 CP2237
 CP2237.The geoid height was determined by GEOID03.
 CP2237
 CP2237.The dynamic height is computed by dividing the NAVD 88
 CP2237.geopotential number by the normal gravity value computed on the
 CP2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2237.degrees latitude (g = 980.6199 gals.).
 CP2237
 CP2237.The modeled gravity was interpolated from observed gravity values.
 CP2237
 CP2237;                    North         East    Units  Estimated Accuracy
 CP2237;SPC LA N     -   253,020.    1,054,880.      MT  (+/- 180 meters Scaled)
 CP2237
 CP2237                          SUPERSEDED SURVEY CONTROL
 CP2237
 CP2237  NGVD 29 (??/??/92)   44.82   (m)          147.0    (f) COMPUTED    2 0
 CP2237
 CP2237.Superseded values are not recommended for survey control.
 CP2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2237.See file dsdata.txt to determine how the superseded data were derived.
 CP2237
 CP2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS016274(NAD 83)
 CP2237_MARKER: P = PIPE CAP
 CP2237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2237_SP_SET: SHALLOW-SET PIPE
 CP2237_STAMPING: I 21 15 1930 ELEV 147 FT
 CP2237_MARK LOGO: USE   
 CP2237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2237+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP2237
 CP2237  HISTORY     - Date     Condition        Report By
 CP2237  HISTORY     - 1930     MONUMENTED       DOD
 CP2237  HISTORY     - 1934     GOOD             DOD
 CP2237  HISTORY     - 1935     GOOD             NGS
 CP2237  HISTORY     - 1986     GOOD             LADTD
 CP2237  HISTORY     - 20050804 GOOD             GEOCAC
 CP2237
 CP2237                          STATION DESCRIPTION
 CP2237
 CP2237'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2237'IN BASTROP.
 CP2237'AT BASTROP, MOREHOUSE PARISH, AT THE INTERSECTION OF WASHINGTON STREET
 CP2237'(STATE HIGHWAY 204) AND CYPRESS AVENUE, 83 FEET EAST OF THE CENTERLINE
 CP2237'OF WASHINGTON STREET, 32 FEET SOUTH OF THE CENTERLINE OF CYPRESS
 CP2237'AVENUE, 17.2 FEET EAST OF THE NORTHWEST CORNER OF THE CHEVROLET
 CP2237'GARAGE, 6 FEET SOUTH OF THE CENTERLINE OF THE SIDEWALK, AND 2.3 FEET
 CP2237'NORTH OF THE NORTH WALL OF THE GARAGE.  AN IRON PIPE PROJECTING 4
 CP2237'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.A., STANDARD
 CP2237'CAP, STAMPED I 21 15 1930 ELEV 147 FT.
 CP2237
 CP2237                          STATION RECOVERY (1935)
 CP2237
 CP2237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP2237'RECOVERED IN GOOD CONDITION.
 CP2237
 CP2237                          STATION RECOVERY (1986)
 CP2237
 CP2237'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2237'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CP2237'0.24 KM (0.15 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 CP2237'BASTROP TO THE MARK AT THE INTERSECTION OF WASHINGTON STREET (STATE
 CP2237'HIGHWAY 139) AND CYPRESS AVE., 25.3 METERS (83 FEET) EAST OF THE
 CP2237'CENTERLINE OF WASHINGTON STREET, 9.8 METERS (32 FEET) SOUTH OF THE
 CP2237'CENTERLINE OF CYPRESS AVENUE, 5.2 METERS (17.2 FEET) EAST OF THE
 CP2237'NORTHWEST CORNER ON THE CHEVROLET GARAGE, 3.7 METERS (12.0 FEET)
 CP2237'EAST-SOUTHEAST FROM POWER POLE NUMBER B 347, AND 1.8 METERS (6 FEET)
 CP2237'SOUTH OF THE CENTER OF THE SIDEWALK.
 CP2237'THE MARK IS 0.7 METERS  N FROM  THE NORTH WALL OF GARAGE
 CP2237'THE MARK IS 0.31 M ABOVE CYPRESS AVENUE.
 CP2237
 CP2237                          STATION RECOVERY (2005)
 CP2237
 CP2237'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP2237'THE PREVIOUSLY DESCRIBED GARAGE IS A RED BRICK BUILDING CURRENTLY USED
 CP2237'AS A FURNITURE STORE AT 224 NORTH WASHINGTON STREET.  HANDHELD
 CP2237'COORDINATES ARE N32-46-48.72 W091-54-51.06.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2226 ***********************************************************************
 CP2226  DESIGNATION -  I 21 2 BOLT
 CP2226  PID         -  CP2226
 CP2226  STATE/COUNTY-  LA/MOREHOUSE
 CP2226  USGS QUAD   -  BASTROP (1994)
 CP2226
 CP2226                         *CURRENT SURVEY CONTROL
 CP2226  ___________________________________________________________________
 CP2226* NAD 83(1986)-  32 52 23.     (N)    091 54 29.     (W)     SCALED    
 CP2226* NAVD 88     -        30.141  (meters)      98.89   (feet)  ADJUSTED  
 CP2226  ___________________________________________________________________
 CP2226  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP2226  DYNAMIC HT  -          30.108 (meters)      98.78  (feet)  COMP
 CP2226  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 CP2226
 CP2226  VERT ORDER  -  SECOND    CLASS 0
 CP2226
 CP2226.The horizontal coordinates were scaled from a topographic map and have
 CP2226.an estimated accuracy of +/- 6 seconds.
 CP2226
 CP2226.The orthometric height was determined by differential leveling
 CP2226.and adjusted by the National Geodetic Survey in June 1991..
 CP2226
 CP2226.The geoid height was determined by GEOID03.
 CP2226
 CP2226.The dynamic height is computed by dividing the NAVD 88
 CP2226.geopotential number by the normal gravity value computed on the
 CP2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2226.degrees latitude (g = 980.6199 gals.).
 CP2226
 CP2226.The modeled gravity was interpolated from observed gravity values.
 CP2226
 CP2226;                    North         East    Units  Estimated Accuracy
 CP2226;SPC LA N     -   263,280.    1,055,400.      MT  (+/- 180 meters Scaled)
 CP2226
 CP2226                          SUPERSEDED SURVEY CONTROL
 CP2226
 CP2226  NGVD 29 (??/??/92)   30.22   (m)           99.1    (f) COMPUTED    2 0
 CP2226
 CP2226.Superseded values are not recommended for survey control.
 CP2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2226.See file dsdata.txt to determine how the superseded data were derived.
 CP2226
 CP2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS021377(NAD 83)
 CP2226_MARKER: B = BOLT
 CP2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2226_SP_SET: STONE
 CP2226_STAMPING: I 21 2 ELEV. 99
 CP2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2226+STABILITY: SURFACE MOTION
 CP2226
 CP2226  HISTORY     - Date     Condition        Report By
 CP2226  HISTORY     - UNK      MONUMENTED       DOD
 CP2226  HISTORY     - 1943     GOOD             NGS
 CP2226
 CP2226                          STATION DESCRIPTION
 CP2226
 CP2226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CP2226'IN WARDVILLE.
 CP2226'AT WARDVILLE, 5.4 FEET SOUTHWEST OF THE FIRST POLE SOUTHEAST OF
 CP2226'MILEPOST 547, AT MISSOURI PACIFIC RAILROAD BRIDGE 180, OVER BAYOU
 CP2226'BARTHOLOMEW, 89.9 FEET NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST
 CP2226'STEEL GIRDER, 26.3 FEET NORTH OF THE CENTERLINE OF THE NORTH END OF
 CP2226'THE BRIDGE, 146.7 FEET NORTHEAST OF A 14-INCH SYCAMORE TREE, 15.6 FEET
 CP2226'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 10.8 FEET SOUTHEAST OF
 CP2226'THE CENTERLINE OF A DIRT ROAD.  A COPPER BOLT, SET IN THE TOP OF A
 CP2226'STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 CP2226'PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND, AND BEARING A CORPS OF
 CP2226'ENGINEERS, USA, STANDARD CAP, STAMPED I 21 2 ELEV. 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2222 ***********************************************************************
 CP2222  DESIGNATION -  I 21 3 CAP
 CP2222  PID         -  CP2222
 CP2222  STATE/COUNTY-  LA/MOREHOUSE
 CP2222  USGS QUAD   -  BEEKMAN (1988)
 CP2222
 CP2222                         *CURRENT SURVEY CONTROL
 CP2222  ___________________________________________________________________
 CP2222* NAD 83(1986)-  32 52 35.     (N)    091 54 37.     (W)     SCALED    
 CP2222* NAVD 88     -        29.083  (meters)      95.42   (feet)  ADJUSTED  
 CP2222  ___________________________________________________________________
 CP2222  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP2222  DYNAMIC HT  -          29.052 (meters)      95.31  (feet)  COMP
 CP2222  MODELED GRAV-     979,557.6   (mgal)                       NAVD 88
 CP2222
 CP2222  VERT ORDER  -  SECOND    CLASS 0
 CP2222
 CP2222.The horizontal coordinates were scaled from a topographic map and have
 CP2222.an estimated accuracy of +/- 6 seconds.
 CP2222
 CP2222.The orthometric height was determined by differential leveling
 CP2222.and adjusted by the National Geodetic Survey in June 1991..
 CP2222
 CP2222.The geoid height was determined by GEOID03.
 CP2222
 CP2222.The dynamic height is computed by dividing the NAVD 88
 CP2222.geopotential number by the normal gravity value computed on the
 CP2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2222.degrees latitude (g = 980.6199 gals.).
 CP2222
 CP2222.The modeled gravity was interpolated from observed gravity values.
 CP2222
 CP2222;                    North         East    Units  Estimated Accuracy
 CP2222;SPC LA N     -   263,650.    1,055,190.      MT  (+/- 180 meters Scaled)
 CP2222
 CP2222                          SUPERSEDED SURVEY CONTROL
 CP2222
 CP2222  NGVD 29 (??/??/92)   29.16   (m)           95.7    (f) COMPUTED    2 0
 CP2222
 CP2222.Superseded values are not recommended for survey control.
 CP2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2222.See file dsdata.txt to determine how the superseded data were derived.
 CP2222
 CP2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS019381(NAD 83)
 CP2222_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2222
 CP2222  HISTORY     - Date     Condition        Report By
 CP2222  HISTORY     - UNK      MONUMENTED       DOD
 CP2222  HISTORY     - 1934     GOOD             DOD
 CP2222
 CP2222                          STATION DESCRIPTION
 CP2222
 CP2222'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2222'IN WARDVILLE.
 CP2222'AT WARDVILLE, 75 FEET SOUTH OF THE SOUTH CORNER OF THE MISSOURI
 CP2222'PACIFIC RAILROAD STATION, 177.4 FEET NORTH OF AN 18-INCH ELM TREE, 150
 CP2222'FEET SOUTHEAST OF THE TIMBER EDGE, 100 FEET SOUTH OF A TWO-STORY HOUSE
 CP2222'ACROSS THE TRACK, OUTSIDE OF THE SOUTHEAST CORNER OF A GARDEN, 45 FEET
 CP2222'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 22 FEET NORTH OF A
 CP2222'12-INCH SWEET GUM TREE.  AN IRON PIPE PROJECTING 2 INCHES ABOVE GROUND
 CP2222'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2207 ***********************************************************************
 CP2207  DESIGNATION -  I 21 7 BOLT
 CP2207  PID         -  CP2207
 CP2207  STATE/COUNTY-  LA/MOREHOUSE
 CP2207  USGS QUAD   -  BASTROP (1994)
 CP2207
 CP2207                         *CURRENT SURVEY CONTROL
 CP2207  ___________________________________________________________________
 CP2207* NAD 83(1986)-  32 46 28.     (N)    091 56 20.     (W)     SCALED    
 CP2207* NAVD 88     -        26.84   (+/-2cm)      88.1    (feet)  VERTCON   
 CP2207  ___________________________________________________________________
 CP2207  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP2207
 CP2207  VERT ORDER  -  ? (See Below)
 CP2207
 CP2207.The horizontal coordinates were scaled from a topographic map and have
 CP2207.an estimated accuracy of +/- 6 seconds.
 CP2207
 CP2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2207.The vertical order pertains to the NGVD 29 superseded value.
 CP2207
 CP2207.The geoid height was determined by GEOID03.
 CP2207
 CP2207;                    North         East    Units  Estimated Accuracy
 CP2207;SPC LA N     -   252,330.    1,052,570.      MT  (+/- 180 meters Scaled)
 CP2207
 CP2207                          SUPERSEDED SURVEY CONTROL
 CP2207
 CP2207  NGVD 29 (??/??/92)   26.917  (m)           88.31   (f) ADJ UNCH    ?  
 CP2207
 CP2207.Superseded values are not recommended for survey control.
 CP2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2207.See file dsdata.txt to determine how the superseded data were derived.
 CP2207
 CP2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS993267(NAD 83)
 CP2207_MARKER: B = BOLT
 CP2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2207_SP_SET: STONE
 CP2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2207+STABILITY: SURFACE MOTION
 CP2207
 CP2207  HISTORY     - Date     Condition        Report By
 CP2207  HISTORY     - UNK      MONUMENTED       DOD
 CP2207  HISTORY     - 1934     GOOD             DOD
 CP2207
 CP2207                          STATION DESCRIPTION
 CP2207
 CP2207'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2207'1.5 MI W FROM BASTROP.
 CP2207'ABOUT 1-1/2 MILES WEST ALONG U.S. HIGHWAY 165 FROM BASTROP, MOREHOUSE
 CP2207'PARISH, ABOUT 1,000 FEET WEST OF THE RIVERSIDE SERVICE STATION, 42
 CP2207'FEET SOUTHEAST OF THE EAST END OF A BRIDGE OVER BAYOU BARTHOLOMEW, 34
 CP2207'FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD, AND 20 FEET EAST OF A
 CP2207'POINT 2 FEET SOUTH OF A FENCE CORNER.  A COPPER BOLT, SET IN THE TOP
 CP2207'OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 CP2207'AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING A
 CP2207'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2206 ***********************************************************************
 CP2206  DESIGNATION -  I 21 7 CAP
 CP2206  PID         -  CP2206
 CP2206  STATE/COUNTY-  LA/MOREHOUSE
 CP2206  USGS QUAD   -  BASTROP (1994)
 CP2206
 CP2206                         *CURRENT SURVEY CONTROL
 CP2206  ___________________________________________________________________
 CP2206* NAD 83(1986)-  32 46 28.     (N)    091 56 20.     (W)     SCALED    
 CP2206* NAVD 88     -        28.06   (+/-2cm)      92.1    (feet)  VERTCON   
 CP2206  ___________________________________________________________________
 CP2206  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP2206
 CP2206  VERT ORDER  -  ? (See Below)
 CP2206
 CP2206.The horizontal coordinates were scaled from a topographic map and have
 CP2206.an estimated accuracy of +/- 6 seconds.
 CP2206
 CP2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2206.The vertical order pertains to the NGVD 29 superseded value.
 CP2206
 CP2206.The geoid height was determined by GEOID03.
 CP2206
 CP2206;                    North         East    Units  Estimated Accuracy
 CP2206;SPC LA N     -   252,330.    1,052,570.      MT  (+/- 180 meters Scaled)
 CP2206
 CP2206                          SUPERSEDED SURVEY CONTROL
 CP2206
 CP2206  NGVD 29 (??/??/92)   28.138  (m)           92.32   (f) ADJ UNCH    ?  
 CP2206
 CP2206.Superseded values are not recommended for survey control.
 CP2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2206.See file dsdata.txt to determine how the superseded data were derived.
 CP2206
 CP2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS993267(NAD 83)
 CP2206_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2206_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2206_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2206
 CP2206  HISTORY     - Date     Condition        Report By
 CP2206  HISTORY     - UNK      MONUMENTED       DOD
 CP2206  HISTORY     - 1934     GOOD             DOD
 CP2206
 CP2206                          STATION DESCRIPTION
 CP2206
 CP2206'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2206'1.5 MI W FROM BASTROP.
 CP2206'ABOUT 1-1/2 MILES WEST ALONG U.S. HIGHWAY 165 FROM BASTROP, MOREHOUSE
 CP2206'PARISH, ABOUT 1,000 FEET WEST OF THE RIVERSIDE SERVICE STATION, 42
 CP2206'FEET SOUTHEAST OF THE EAST END OF A BRIDGE OVER BAYOU BARTHOLOMEW, 34
 CP2206'FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD, AND 20 FEET EAST OF A
 CP2206'POINT 2 FEET SOUTH OF A FENCE CORNER.  A COPPER BOLT, SET IN THE TOP
 CP2206'OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 CP2206'AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING A
 CP2206'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2204 ***********************************************************************
 CP2204  DESIGNATION -  I 21 8 BOLT
 CP2204  PID         -  CP2204
 CP2204  STATE/COUNTY-  LA/MOREHOUSE
 CP2204  USGS QUAD   -  BASTROP (1994)
 CP2204
 CP2204                         *CURRENT SURVEY CONTROL
 CP2204  ___________________________________________________________________
 CP2204* NAD 83(1986)-  32 46 28.     (N)    091 56 12.     (W)     SCALED    
 CP2204* NAVD 88     -        26.54   (+/-2cm)      87.1    (feet)  VERTCON   
 CP2204  ___________________________________________________________________
 CP2204  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP2204
 CP2204  VERT ORDER  -  ? (See Below)
 CP2204
 CP2204.The horizontal coordinates were scaled from a topographic map and have
 CP2204.an estimated accuracy of +/- 6 seconds.
 CP2204
 CP2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2204.The vertical order pertains to the NGVD 29 superseded value.
 CP2204
 CP2204.The geoid height was determined by GEOID03.
 CP2204
 CP2204;                    North         East    Units  Estimated Accuracy
 CP2204;SPC LA N     -   252,330.    1,052,780.      MT  (+/- 180 meters Scaled)
 CP2204
 CP2204                          SUPERSEDED SURVEY CONTROL
 CP2204
 CP2204  NGVD 29 (??/??/92)   26.613  (m)           87.31   (f) ADJ UNCH    ?  
 CP2204
 CP2204.Superseded values are not recommended for survey control.
 CP2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2204.See file dsdata.txt to determine how the superseded data were derived.
 CP2204
 CP2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS995267(NAD 83)
 CP2204_MARKER: B = BOLT
 CP2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2204_SP_SET: STONE
 CP2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2204+STABILITY: SURFACE MOTION
 CP2204
 CP2204  HISTORY     - Date     Condition        Report By
 CP2204  HISTORY     - UNK      MONUMENTED       DOD
 CP2204  HISTORY     - 1934     GOOD             DOD
 CP2204  HISTORY     - 1958     MARK NOT FOUND   DOD
 CP2204
 CP2204                          STATION DESCRIPTION
 CP2204
 CP2204'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2204'1.5 MI W FROM BASTROP.
 CP2204'ABOUT 1-1/2 MILES WEST ALONG U.S. HIGHWAY 165 FROM BASTROP, MOREHOUSE
 CP2204'PARISH, AT THE RIVERSIDE SERVICE STATION, 952.1 FEET EAST OF P.B.M.
 CP2204'I-21-7 (U.S.E.), DESCRIBED BELOW, 49.2 FEET WEST OF THE SOUTHWEST
 CP2204'CORNER OF THE SERVICE STATION, 42.9 FEET NORTH OF THE CENTER LINE OF
 CP2204'THE HIGHWAY, AND 2 FEET SOUTHEAST OF A FENCE CORNER.  A COPPER BOLT,
 CP2204'SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH
 CP2204'IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND AND
 CP2204'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP2204
 CP2204                          STATION RECOVERY (1958)
 CP2204
 CP2204'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CP2204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2203 ***********************************************************************
 CP2203  DESIGNATION -  I 21 8 CAP
 CP2203  PID         -  CP2203
 CP2203  STATE/COUNTY-  LA/MOREHOUSE
 CP2203  USGS QUAD   -  BASTROP (1994)
 CP2203
 CP2203                         *CURRENT SURVEY CONTROL
 CP2203  ___________________________________________________________________
 CP2203* NAD 83(1986)-  32 46 28.     (N)    091 56 13.     (W)     SCALED    
 CP2203* NAVD 88     -        27.75   (+/-2cm)      91.0    (feet)  VERTCON   
 CP2203  ___________________________________________________________________
 CP2203  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP2203
 CP2203  VERT ORDER  -  ? (See Below)
 CP2203
 CP2203.The horizontal coordinates were scaled from a topographic map and have
 CP2203.an estimated accuracy of +/- 6 seconds.
 CP2203
 CP2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2203.The vertical order pertains to the NGVD 29 superseded value.
 CP2203
 CP2203.The geoid height was determined by GEOID03.
 CP2203
 CP2203;                    North         East    Units  Estimated Accuracy
 CP2203;SPC LA N     -   252,330.    1,052,750.      MT  (+/- 180 meters Scaled)
 CP2203
 CP2203                          SUPERSEDED SURVEY CONTROL
 CP2203
 CP2203  NGVD 29 (??/??/92)   27.832  (m)           91.31   (f) ADJ UNCH    ?  
 CP2203
 CP2203.Superseded values are not recommended for survey control.
 CP2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2203.See file dsdata.txt to determine how the superseded data were derived.
 CP2203
 CP2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS995267(NAD 83)
 CP2203_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2203_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2203_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2203
 CP2203  HISTORY     - Date     Condition        Report By
 CP2203  HISTORY     - UNK      MONUMENTED       DOD
 CP2203  HISTORY     - 1934     GOOD             DOD
 CP2203  HISTORY     - 1958     MARK NOT FOUND   DOD
 CP2203
 CP2203                          STATION DESCRIPTION
 CP2203
 CP2203'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2203'1 1.5 MI W FROM BASTROP.
 CP2203'ABOUT 1-1/2 MILES WEST ALONG U.S. HIGHWAY 165 FROM BASTROP, MOREHOUSE
 CP2203'PARISH, AT THE RIVERSIDE SERVICE STATION, 952.1 FEET EAST OF P.B.M.
 CP2203'I-21-7 (U.S.E.), DESCRIBED BELOW, 49.2 FEET WEST OF THE SOUTHWEST
 CP2203'CORNER OF THE SERVICE STATION, 42.9 FEET NORTH OF THE CENTER LINE OF
 CP2203'THE HIGHWAY, AND 2 FEET SOUTHEAST OF A FENCE CORNER.  A COPPER BOLT,
 CP2203'SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH
 CP2203'IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND AND
 CP2203'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP2203
 CP2203                          STATION RECOVERY (1958)
 CP2203
 CP2203'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CP2203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2210 ***********************************************************************
 CP2210  DESIGNATION -  I 22 1 BOLT
 CP2210  PID         -  CP2210
 CP2210  STATE/COUNTY-  LA/MOREHOUSE
 CP2210  USGS QUAD   -  COLLINSTON WEST (1994)
 CP2210
 CP2210                         *CURRENT SURVEY CONTROL
 CP2210  ___________________________________________________________________
 CP2210* NAD 83(1986)-  32 44 46.     (N)    091 58 43.     (W)     SCALED    
 CP2210* NAVD 88     -        21.91   (+/-2cm)      71.9    (feet)  VERTCON   
 CP2210  ___________________________________________________________________
 CP2210  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP2210
 CP2210  VERT ORDER  -  ? (See Below)
 CP2210
 CP2210.The horizontal coordinates were scaled from a topographic map and have
 CP2210.an estimated accuracy of +/- 6 seconds.
 CP2210
 CP2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2210.The vertical order pertains to the NGVD 29 superseded value.
 CP2210
 CP2210.The geoid height was determined by GEOID03.
 CP2210
 CP2210;                    North         East    Units  Estimated Accuracy
 CP2210;SPC LA N     -   249,170.    1,048,870.      MT  (+/- 180 meters Scaled)
 CP2210
 CP2210                          SUPERSEDED SURVEY CONTROL
 CP2210
 CP2210  NGVD 29 (??/??/92)   21.993  (m)           72.16   (f) ADJ UNCH    ?  
 CP2210
 CP2210.Superseded values are not recommended for survey control.
 CP2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2210.See file dsdata.txt to determine how the superseded data were derived.
 CP2210
 CP2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS956236(NAD 83)
 CP2210_MARKER: B = BOLT
 CP2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2210_SP_SET: STONE
 CP2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2210+STABILITY: SURFACE MOTION
 CP2210
 CP2210  HISTORY     - Date     Condition        Report By
 CP2210  HISTORY     - UNK      MONUMENTED       DOD
 CP2210  HISTORY     - 1934     GOOD             DOD
 CP2210
 CP2210                          STATION DESCRIPTION
 CP2210
 CP2210'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2210'5 MI SW FROM BASTROP.
 CP2210'ABOUT 5 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM BASTROP, MOREHOUSE
 CP2210'PARISH, ABOUT 2.2 MILES NORTH OF PERRYVILLE, 75 FEET EAST OF THE
 CP2210'CENTER LINE OF THE HIGHWAY, AT THE NORTH END OF A CURVE, 59 FEET
 CP2210'NORTHWEST OF A GAS METER HOUSE, 56.5 FEET NORTHEAST OF A 15-INCH OAK
 CP2210'TREE, AND 38 FEET SOUTHWEST OF A 15-INCH OAK TREE.  A COPPER BOLT, SET
 CP2210'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 CP2210'HAD THROUGH AN IRON PIPE PROJECTING ABOUT 1 FOOT ABOVEE GROUND AND
 CP2210'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2209 ***********************************************************************
 CP2209  DESIGNATION -  I 22 1 CAP
 CP2209  PID         -  CP2209
 CP2209  STATE/COUNTY-  LA/MOREHOUSE
 CP2209  USGS QUAD   -  COLLINSTON WEST (1994)
 CP2209
 CP2209                         *CURRENT SURVEY CONTROL
 CP2209  ___________________________________________________________________
 CP2209* NAD 83(1986)-  32 44 46.     (N)    091 58 44.     (W)     SCALED    
 CP2209* NAVD 88     -        23.14   (+/-2cm)      75.9    (feet)  VERTCON   
 CP2209  ___________________________________________________________________
 CP2209  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP2209
 CP2209  VERT ORDER  -  ? (See Below)
 CP2209
 CP2209.The horizontal coordinates were scaled from a topographic map and have
 CP2209.an estimated accuracy of +/- 6 seconds.
 CP2209
 CP2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2209.The vertical order pertains to the NGVD 29 superseded value.
 CP2209
 CP2209.The geoid height was determined by GEOID03.
 CP2209
 CP2209;                    North         East    Units  Estimated Accuracy
 CP2209;SPC LA N     -   249,170.    1,048,840.      MT  (+/- 180 meters Scaled)
 CP2209
 CP2209                          SUPERSEDED SURVEY CONTROL
 CP2209
 CP2209  NGVD 29 (??/??/92)   23.223  (m)           76.19   (f) ADJ UNCH    ?  
 CP2209
 CP2209.Superseded values are not recommended for survey control.
 CP2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2209.See file dsdata.txt to determine how the superseded data were derived.
 CP2209
 CP2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS956236(NAD 83)
 CP2209_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2209_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2209_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2209
 CP2209  HISTORY     - Date     Condition        Report By
 CP2209  HISTORY     - UNK      MONUMENTED       DOD
 CP2209  HISTORY     - 1934     GOOD             DOD
 CP2209
 CP2209                          STATION DESCRIPTION
 CP2209
 CP2209'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2209'5 MI SW FROM BASTROP.
 CP2209'ABOUT 5 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM BASTROP, MOREHOUSE
 CP2209'PARISH, ABOUT 2.2 MILES NORTH OF PERRYVILLE, 75 FEET EAST OF THE
 CP2209'CENTER LINE OF THE HIGHWAY, AT THE NORTH END OF A CURVE, 59 FEET
 CP2209'NORTHWEST OF A GAS METER HOUSE, 56.5 FEET NORTHEAST OF A 15-INCH OAK
 CP2209'TREE, AND 38 FEET SOUTHWEST OF A 15-INCH OAK TREE.  A COPPER BOLT, SET
 CP2209'IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 CP2209'HAD THROUGH AN IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND AND
 CP2209'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1810 ***********************************************************************
 CP1810  DESIGNATION -  I 23 11 BOLT
 CP1810  PID         -  CP1810
 CP1810  STATE/COUNTY-  LA/RICHLAND
 CP1810  USGS QUAD   -  MANGHAM (1982)
 CP1810
 CP1810                         *CURRENT SURVEY CONTROL
 CP1810  ___________________________________________________________________
 CP1810* NAD 83(1986)-  32 19 12.     (N)    091 52 12.     (W)     SCALED    
 CP1810* NAVD 88     -        19.13   (+/-2cm)      62.8    (feet)  VERTCON   
 CP1810  ___________________________________________________________________
 CP1810  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1810
 CP1810  VERT ORDER  -  ? (See Below)
 CP1810
 CP1810.The horizontal coordinates were scaled from a topographic map and have
 CP1810.an estimated accuracy of +/- 6 seconds.
 CP1810
 CP1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1810.The vertical order pertains to the NGVD 29 superseded value.
 CP1810
 CP1810.The geoid height was determined by GEOID03.
 CP1810
 CP1810;                    North         East    Units  Estimated Accuracy
 CP1810;SPC LA N     -   201,970.    1,059,320.      MT  (+/- 180 meters Scaled)
 CP1810
 CP1810                          SUPERSEDED SURVEY CONTROL
 CP1810
 CP1810  NGVD 29 (??/??/92)   19.155  (m)           62.84   (f) ADJ UNCH    ?  
 CP1810
 CP1810.Superseded values are not recommended for survey control.
 CP1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1810.See file dsdata.txt to determine how the superseded data were derived.
 CP1810
 CP1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR063764(NAD 83)
 CP1810_MARKER: B = BOLT
 CP1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1810_SP_SET: STONE
 CP1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1810+STABILITY: SURFACE MOTION
 CP1810
 CP1810  HISTORY     - Date     Condition        Report By
 CP1810  HISTORY     - UNK      MONUMENTED       DOD
 CP1810  HISTORY     - 1934     GOOD             DOD
 CP1810  HISTORY     - 1937     GOOD             NGS
 CP1810
 CP1810                          STATION DESCRIPTION
 CP1810
 CP1810'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1810'2.5 MI S FROM ALTO.
 CP1810'2-1/2 MILES SOUTH ALONG A GRAVEL ROAD FROM ALTO, RICHLAND PARISH,
 CP1810'ABOUT 200 FEET WEST OF THE CENTER OF THE JUNCTION OF AN EAST-AND-WEST
 CP1810'GRAVEL ROAD, ABOUT 360 FEET EAST OF A SCHOOLHOUSE, AT THE NORTHEAST
 CP1810'CORNER OF A WOODS LOT, 129.4 FEET NORTHEAST OF A TRIANGULAR-BLAZED
 CP1810'18-INCH PIN OAK TREE, 50 FEET SOUTH OF THE CENTER LINE OF THE
 CP1810'EAST-AND-WEST ROAD, AND 27 FEET WEST OF THE CENTER LINE OF A DIRT
 CP1810'ROAD.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 CP1810'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 8
 CP1810'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CP1810'STANDARD CAP.
 CP1810
 CP1810                          STATION RECOVERY (1937)
 CP1810
 CP1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 CP1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1809 ***********************************************************************
 CP1809  DESIGNATION -  I 23 11 CAP
 CP1809  PID         -  CP1809
 CP1809  STATE/COUNTY-  LA/RICHLAND
 CP1809  USGS QUAD   -  MANGHAM (1982)
 CP1809
 CP1809                         *CURRENT SURVEY CONTROL
 CP1809  ___________________________________________________________________
 CP1809* NAD 83(1986)-  32 19 12.     (N)    091 52 12.     (W)     SCALED    
 CP1809* NAVD 88     -        20.35   (+/-2cm)      66.8    (feet)  VERTCON   
 CP1809  ___________________________________________________________________
 CP1809  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1809
 CP1809  VERT ORDER  -  ? (See Below)
 CP1809
 CP1809.The horizontal coordinates were scaled from a topographic map and have
 CP1809.an estimated accuracy of +/- 6 seconds.
 CP1809
 CP1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1809.The vertical order pertains to the NGVD 29 superseded value.
 CP1809
 CP1809.The geoid height was determined by GEOID03.
 CP1809
 CP1809;                    North         East    Units  Estimated Accuracy
 CP1809;SPC LA N     -   201,970.    1,059,320.      MT  (+/- 180 meters Scaled)
 CP1809
 CP1809                          SUPERSEDED SURVEY CONTROL
 CP1809
 CP1809  NGVD 29 (??/??/92)   20.373  (m)           66.84   (f) ADJ UNCH    ?  
 CP1809
 CP1809.Superseded values are not recommended for survey control.
 CP1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1809.See file dsdata.txt to determine how the superseded data were derived.
 CP1809
 CP1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR063764(NAD 83)
 CP1809_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1809_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1809
 CP1809  HISTORY     - Date     Condition        Report By
 CP1809  HISTORY     - UNK      MONUMENTED       DOD
 CP1809  HISTORY     - 1934     GOOD             DOD
 CP1809  HISTORY     - 1937     GOOD             NGS
 CP1809
 CP1809                          STATION DESCRIPTION
 CP1809
 CP1809'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1809'2.5 MI S FROM ALTO.
 CP1809'2-1/2 MILES SOUTH ALONG A GRAVEL ROAD FROM ALTO, RICHLAND PARISH,
 CP1809'ABOUT 200 FEET WEST OF THE CENTER OF THE JUNCTION OF AN EAST-AND-WEST
 CP1809'GRAVEL ROAD, ABOUT 360 FEET EAST OF A SCHOOLHOUSE, AT THE NORTHEAST
 CP1809'CORNER OF A WOODS LOT, 129.4 FEET NORTHEAST OF A TRIANGULAR-BLAZED
 CP1809'18-INCH PIN OAK TREE, 50 FEET SOUTH OF THE CENTER LINE OF THE
 CP1809'EAST-AND-WEST ROAD, AND 27 FEET WEST OF THE CENTER LINE OF A DIRT
 CP1809'ROAD.  AN IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND AND BEARING
 CP1809'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP1809
 CP1809                          STATION RECOVERY (1937)
 CP1809
 CP1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 CP1809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1781 ***********************************************************************
 CP1781  DESIGNATION -  I 23 3 BOLT
 CP1781  PID         -  CP1781
 CP1781  STATE/COUNTY-  LA/RICHLAND
 CP1781  USGS QUAD   -  CREW LAKE (1982)
 CP1781
 CP1781                         *CURRENT SURVEY CONTROL
 CP1781  ___________________________________________________________________
 CP1781* NAD 83(1986)-  32 29 26.     (N)    091 55 34.     (W)     SCALED    
 CP1781* NAVD 88     -        18.628  (meters)      61.12   (feet)  ADJUSTED  
 CP1781  ___________________________________________________________________
 CP1781  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP1781  DYNAMIC HT  -          18.608 (meters)      61.05  (feet)  COMP
 CP1781  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CP1781
 CP1781  VERT ORDER  -  FIRST     CLASS I
 CP1781
 CP1781.The horizontal coordinates were scaled from a topographic map and have
 CP1781.an estimated accuracy of +/- 6 seconds.
 CP1781
 CP1781.The orthometric height was determined by differential leveling
 CP1781.and adjusted by the National Geodetic Survey in June 1991..
 CP1781
 CP1781.The geoid height was determined by GEOID03.
 CP1781
 CP1781.The dynamic height is computed by dividing the NAVD 88
 CP1781.geopotential number by the normal gravity value computed on the
 CP1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1781.degrees latitude (g = 980.6199 gals.).
 CP1781
 CP1781.The modeled gravity was interpolated from observed gravity values.
 CP1781
 CP1781;                    North         East    Units  Estimated Accuracy
 CP1781;SPC LA N     -   220,850.    1,053,940.      MT  (+/- 180 meters Scaled)
 CP1781
 CP1781                          SUPERSEDED SURVEY CONTROL
 CP1781
 CP1781  NGVD 29 (??/??/??)   18.666  (m)           61.24   (f) ADJUSTED    1 1
 CP1781
 CP1781.Superseded values are not recommended for survey control.
 CP1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1781.See file dsdata.txt to determine how the superseded data were derived.
 CP1781
 CP1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR008953(NAD 83)
 CP1781_MARKER: B = BOLT
 CP1781_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1781_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1781_STAMPING: I 23 3 LAFOURCHE
 CP1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1781
 CP1781  HISTORY     - Date     Condition        Report By
 CP1781  HISTORY     - UNK      MONUMENTED       DOD
 CP1781  HISTORY     - 1969     GOOD             NGS
 CP1781
 CP1781                          STATION DESCRIPTION
 CP1781
 CP1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CP1781'9.7 MI W FROM RAYVILLE.
 CP1781'ABOUT 9.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1781'COURTHOUSE AT RAYVILLE, OR ABOUT 10.7 MILES EAST ALONG THE ILLINOIS
 CP1781'CENTRAL RAILROAD FROM THE STATION AT MONROE, IN SECTION 2, T 17 N, R 5
 CP1781'E, 9 POLES EAST OF MILEPOST 61, 14 FEET NORTH OF THE NORTH RAIL, 14
 CP1781'FEET NORTHWEST OF THE NORTH END OF THE EAST ABUTMENT OF A RAILROAD
 CP1781'BRIDGE OVER LAFOURCHE BAYOU, 11 1/2 FEET NORTH OF THE NORTH END OF THE
 CP1781'FIRST GROUP OF WOODEN PILINGS WEST OF THE EAST END OF THE BRIDGE, 1.0
 CP1781'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 9 FEET BELOW THE LEVEL OF
 CP1781'THE TRACK, A U.S. ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH
 CP1781'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1780 ***********************************************************************
 CP1780  DESIGNATION -  I 23 3 CAP
 CP1780  PID         -  CP1780
 CP1780  STATE/COUNTY-  LA/RICHLAND
 CP1780  USGS QUAD   -  CREW LAKE (1982)
 CP1780
 CP1780                         *CURRENT SURVEY CONTROL
 CP1780  ___________________________________________________________________
 CP1780* NAD 83(1986)-  32 29 26.     (N)    091 55 34.     (W)     SCALED    
 CP1780* NAVD 88     -        19.854  (meters)      65.14   (feet)  ADJUSTED  
 CP1780  ___________________________________________________________________
 CP1780  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP1780  DYNAMIC HT  -          19.832 (meters)      65.07  (feet)  COMP
 CP1780  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CP1780
 CP1780  VERT ORDER  -  FIRST     CLASS I
 CP1780
 CP1780.The horizontal coordinates were scaled from a topographic map and have
 CP1780.an estimated accuracy of +/- 6 seconds.
 CP1780
 CP1780.The orthometric height was determined by differential leveling
 CP1780.and adjusted by the National Geodetic Survey in June 1991..
 CP1780
 CP1780.The geoid height was determined by GEOID03.
 CP1780
 CP1780.The dynamic height is computed by dividing the NAVD 88
 CP1780.geopotential number by the normal gravity value computed on the
 CP1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1780.degrees latitude (g = 980.6199 gals.).
 CP1780
 CP1780.The modeled gravity was interpolated from observed gravity values.
 CP1780
 CP1780;                    North         East    Units  Estimated Accuracy
 CP1780;SPC LA N     -   220,850.    1,053,940.      MT  (+/- 180 meters Scaled)
 CP1780
 CP1780                          SUPERSEDED SURVEY CONTROL
 CP1780
 CP1780  NGVD 29 (??/??/??)   19.892  (m)           65.26   (f) ADJUSTED    1 1
 CP1780
 CP1780.Superseded values are not recommended for survey control.
 CP1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1780.See file dsdata.txt to determine how the superseded data were derived.
 CP1780
 CP1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR008953(NAD 83)
 CP1780_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1780_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1780_STAMPING: I-23-3 LAFOURCHE
 CP1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1780
 CP1780  HISTORY     - Date     Condition        Report By
 CP1780  HISTORY     - UNK      MONUMENTED       DOD
 CP1780  HISTORY     - 1966     GOOD             NGS
 CP1780  HISTORY     - 1969     GOOD             NGS
 CP1780
 CP1780                          STATION DESCRIPTION
 CP1780
 CP1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1780'9.7 MI W FROM RAYVILLE.
 CP1780'9.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURHOUSE
 CP1780'AT RAYVILLE, OR ABOUT 10.7 MILES EAST ALONG THE ILLINOIS CENTRAL
 CP1780'RAILROAD FROM THE STATION AT MONROE, IN SECTION 2, T 17 N, R 5 E, 9
 CP1780'POLES EAST OF MILEPOST 61, 14 FEET NORTH OF THE NORTH RAIL, 14 FEET
 CP1780'NORTHWEST OF THE NORTH END OF THE EAST ABUTMENT OF A BRIDGE OVER
 CP1780'LAFOURCHE BAYOU, 11 1/2 FEET NORTH OF THE NORTH END OF THE FIRST GROUP
 CP1780'OF WOODEN PILING WEST OF THE EAST END OF THE BRIDGE, 1.0 FOOT SOUTH OF
 CP1780'A METAL WITNESS POST, ABOUT 9 FEET BELOW THE LEVEL OF THE TRACK, A
 CP1780'3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 4 INCHES.
 CP1780
 CP1780                          STATION RECOVERY (1969)
 CP1780
 CP1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3073 ***********************************************************************
 CP3073  DESIGNATION -  I 23 4
 CP3073  PID         -  CP3073
 CP3073  STATE/COUNTY-  LA/OUACHITA
 CP3073  USGS QUAD   -  CREW LAKE (1982)
 CP3073
 CP3073                         *CURRENT SURVEY CONTROL
 CP3073  ___________________________________________________________________
 CP3073* NAD 83(1992)-  32 29 47.36443(N)    091 59 25.88227(W)     ADJUSTED  
 CP3073* NAVD 88     -        19.72   (+/-2cm)      64.7    (feet)  VERTCON   
 CP3073  ___________________________________________________________________
 CP3073  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CP3073  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3073
 CP3073  HORZ ORDER  -  SECOND
 CP3073  VERT ORDER  -  THIRD ? (See Below)
 CP3073
 CP3073.The horizontal coordinates were established by classical geodetic methods
 CP3073.and adjusted by the National Geodetic Survey in January 1993..
 CP3073
 CP3073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3073.The vertical order pertains to the NGVD 29 superseded value.
 CP3073
 CP3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3073
 CP3073.The geoid height was determined by GEOID03.
 CP3073
 CP3073;                    North         East     Units Scale Factor Converg.
 CP3073;SPC LA N     -   221,477.729 1,047,879.049   MT  0.99996562   +0 16 09.7
 CP3073;SPC LA N     -   726,631.52  3,437,916.51   sFT  0.99996562   +0 16 09.7
 CP3073;UTM  15      - 3,595,918.904   594,835.219   MT  0.99971090   +0 32 32.6
 CP3073
 CP3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3073!SPC LA N     -   1.00000098  x   0.99996562  =   0.99996660
 CP3073!UTM  15      -   1.00000098  x   0.99971090  =   0.99971188
 CP3073
 CP3073                          SUPERSEDED SURVEY CONTROL
 CP3073
 CP3073  NAD 83(1986)-  32 29 47.37781(N)    091 59 25.87529(W) AD(       ) 2
 CP3073  NAD 27      -  32 29 46.86200(N)    091 59 25.40200(W) AD(       ) 2
 CP3073  NGVD 29 (07/19/86)   19.76   (m)           64.8    (f) LEVELING    3  
 CP3073
 CP3073.Superseded values are not recommended for survey control.
 CP3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3073.See file dsdata.txt to determine how the superseded data were derived.
 CP3073
 CP3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9483595919(NAD 83)
 CP3073_MARKER: P = PIPE CAP
 CP3073_SETTING: 0 = UNSPECIFIED SETTING
 CP3073
 CP3073  HISTORY     - Date     Condition        Report By
 CP3073  HISTORY     - 1931     MONUMENTED       USE
 CP3073  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CP3073
 CP3073                          STATION DESCRIPTION
 CP3073
 CP3073'DESCRIBED BY US ENGINEERS 1931 (PAS)
 CP3073'A STATION ESTABLISHED BY THE UNITED STATES ENGINEERS AND
 CP3073'DETERMINED BY THE UNITED STATES COAST AND GEODETIC SURVEY
 CP3073'IN 1931.  IT IS ON W SIDE OF HIGHWAY FROM MILLHAVEN TO U.S.
 CP3073'HIGHWAY 80, 500 FEET NW OF MILLHAVEN STATION, 425 FEET N OF
 CP3073'CENTER LINE OF ILLINOIS CENTRAL RAILROAD TRACK, 56 FEET SE
 CP3073'OF TENANT HOUSE, ON PROPERTY OF MATT BURMAN, 130 FEET NW OF
 CP3073'LOCUST TREE, AND 34 FEET W OF CENTER LINE OF HIGHWAY.  MARKED
 CP3073'BY A 3 1/2-INCH IRON PIPE WITH BRASS CAP STAMPED VICKSBURG
 CP3073'ENGR DIST., SET ON A CONCRETE SUBSURFACE MARKER.  TOP OF CAP
 CP3073'IS 7 INCHES ABOVE GROUND.  MONROE EAST BASE IS DISTANT
 CP3073'110.913 METERS (363.89 FEET) IN AZIMUTH 2 DEG 56 MIN 31 SEC.
 CP3073
 CP3073                          STATION RECOVERY (1997)
 CP3073
 CP3073'RECOVERY NOTE BY US POWER SQUADRON 1997
 CP3073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1984 ***********************************************************************
 CP1984  DESIGNATION -  I 24 3 BOLT
 CP1984  PID         -  CP1984
 CP1984  STATE/COUNTY-  LA/CALDWELL
 CP1984  USGS QUAD   -  MASON (1983)
 CP1984
 CP1984                         *CURRENT SURVEY CONTROL
 CP1984  ___________________________________________________________________
 CP1984* NAD 83(1986)-  32 01 43.     (N)    091 58 33.     (W)     SCALED    
 CP1984* NAVD 88     -        18.76   (+/-2cm)      61.5    (feet)  VERTCON   
 CP1984  ___________________________________________________________________
 CP1984  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CP1984
 CP1984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1984
 CP1984.The horizontal coordinates were scaled from a topographic map and have
 CP1984.an estimated accuracy of +/- 6 seconds.
 CP1984
 CP1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1984.The vertical order pertains to the NGVD 29 superseded value.
 CP1984
 CP1984.The geoid height was determined by GEOID03.
 CP1984
 CP1984;                    North         East    Units  Estimated Accuracy
 CP1984;SPC LA N     -   169,600.    1,049,510.      MT  (+/- 180 meters Scaled)
 CP1984
 CP1984                          SUPERSEDED SURVEY CONTROL
 CP1984
 CP1984  NGVD 29 (??/??/92)   18.779  (m)           61.61   (f) ADJ UNCH    2 0
 CP1984
 CP1984.Superseded values are not recommended for survey control.
 CP1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1984.See file dsdata.txt to determine how the superseded data were derived.
 CP1984
 CP1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR967440(NAD 83)
 CP1984_MARKER: B = BOLT
 CP1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1984_SP_SET: STONE
 CP1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1984+STABILITY: SURFACE MOTION
 CP1984
 CP1984  HISTORY     - Date     Condition        Report By
 CP1984  HISTORY     - UNK      MONUMENTED       DOD
 CP1984  HISTORY     - 1950     GOOD             NGS
 CP1984
 CP1984                          STATION DESCRIPTION
 CP1984
 CP1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CP1984'9.9 MI SE FROM COLUMBIA.
 CP1984'0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTH END OF THE BRIDGE
 CP1984'OVER THE OUACHITA RIVER AT COLUMBIA, THENCE 4.8 MILES SOUTHEAST ALONG
 CP1984'STATE HIGHWAY 17, THENCE 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 106,
 CP1984'0.2 MILE NORTH OF LOCUST GROVE CHURCH, 150 FEET SOUTHWEST OF THE
 CP1984'SOUTHWEST CORNER OF A FARMHOUSE, 22.3 FEET EAST OF THE CENTER LINE OF
 CP1984'THE HIGHWAY, 0.6 FOOT WEST OF A FENCE, 57 FEET SOUTH OF A POWER POLE,
 CP1984'A COPPER BOLT SET IN THE TOP OF A STONE WHICH IS 3 FEET UNDER THE
 CP1984'GROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A U.S.
 CP1984'ENGINEERS STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1983 ***********************************************************************
 CP1983  DESIGNATION -  I 24 3 CAP
 CP1983  PID         -  CP1983
 CP1983  STATE/COUNTY-  LA/CALDWELL
 CP1983  USGS QUAD   -  MASON (1983)
 CP1983
 CP1983                         *CURRENT SURVEY CONTROL
 CP1983  ___________________________________________________________________
 CP1983* NAD 83(1986)-  32 01 43.     (N)    091 58 33.     (W)     SCALED    
 CP1983* NAVD 88     -        19.98   (+/-2cm)      65.6    (feet)  VERTCON   
 CP1983  ___________________________________________________________________
 CP1983  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CP1983
 CP1983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1983
 CP1983.The horizontal coordinates were scaled from a topographic map and have
 CP1983.an estimated accuracy of +/- 6 seconds.
 CP1983
 CP1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1983.The vertical order pertains to the NGVD 29 superseded value.
 CP1983
 CP1983.The geoid height was determined by GEOID03.
 CP1983
 CP1983;                    North         East    Units  Estimated Accuracy
 CP1983;SPC LA N     -   169,600.    1,049,510.      MT  (+/- 180 meters Scaled)
 CP1983
 CP1983                          SUPERSEDED SURVEY CONTROL
 CP1983
 CP1983  NGVD 29 (??/??/92)   19.995  (m)           65.60   (f) ADJ UNCH    2 0
 CP1983
 CP1983.Superseded values are not recommended for survey control.
 CP1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1983.See file dsdata.txt to determine how the superseded data were derived.
 CP1983
 CP1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR967440(NAD 83)
 CP1983_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1983_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1983_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1983_STAMPING: PBM I 24-3 1930
 CP1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1983
 CP1983  HISTORY     - Date     Condition        Report By
 CP1983  HISTORY     - 1930     MONUMENTED       DOD
 CP1983  HISTORY     - 1950     GOOD             NGS
 CP1983
 CP1983                          STATION DESCRIPTION
 CP1983
 CP1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CP1983'9.9 MI SE FROM COLUMBIA.
 CP1983'0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTH END OF THE BRIDGE
 CP1983'OVER THE CUACHITA RIVER AT COLUMBIA, THENCE 4.8 MILES SOUTHEAST ALONG
 CP1983'STATE HIGHWAY 17, THENCE 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 106,
 CP1983'0.2 MILE NORTH OF LOCUST GROVE CHURCH, 150 FEET SOUTHWEST OF THE
 CP1983'SOUTHWEST CORNER OF A FARMHOUSE, 22.3 FEET EAST OF THE CENTER LINE OF
 CP1983'THE HIGHWAY, 0.6 FEET WEST OF A FENCE, 57 FEET SOUTH OF A POWER POLE,
 CP1983'A BRONZE CAP RIVETED ON THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS
 CP1983'14 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1987 ***********************************************************************
 CP1987  DESIGNATION -  I 24 4 BOLT
 CP1987  PID         -  CP1987
 CP1987  STATE/COUNTY-  LA/CALDWELL
 CP1987  USGS QUAD   -  MASON (1983)
 CP1987
 CP1987                         *CURRENT SURVEY CONTROL
 CP1987  ___________________________________________________________________
 CP1987* NAD 83(1986)-  32 01 33.     (N)    091 58 31.     (W)     SCALED    
 CP1987* NAVD 88     -        18.11   (+/-2cm)      59.4    (feet)  VERTCON   
 CP1987  ___________________________________________________________________
 CP1987  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CP1987
 CP1987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1987
 CP1987.The horizontal coordinates were scaled from a topographic map and have
 CP1987.an estimated accuracy of +/- 6 seconds.
 CP1987
 CP1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1987.The vertical order pertains to the NGVD 29 superseded value.
 CP1987
 CP1987.The geoid height was determined by GEOID03.
 CP1987
 CP1987;                    North         East    Units  Estimated Accuracy
 CP1987;SPC LA N     -   169,300.    1,049,560.      MT  (+/- 180 meters Scaled)
 CP1987
 CP1987                          SUPERSEDED SURVEY CONTROL
 CP1987
 CP1987  NGVD 29 (??/??/92)   18.128  (m)           59.47   (f) ADJ UNCH    2 0
 CP1987
 CP1987.Superseded values are not recommended for survey control.
 CP1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1987.See file dsdata.txt to determine how the superseded data were derived.
 CP1987
 CP1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR967437(NAD 83)
 CP1987_MARKER: B = BOLT
 CP1987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1987_SP_SET: STONE
 CP1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1987
 CP1987  HISTORY     - Date     Condition        Report By
 CP1987  HISTORY     - UNK      MONUMENTED       DOD
 CP1987  HISTORY     - 1934     GOOD             DOD
 CP1987  HISTORY     - 1950     GOOD             NGS
 CP1987
 CP1987                          STATION DESCRIPTION
 CP1987
 CP1987'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1987'IN LOCUST GROVE NEGRO CHURCH.
 CP1987'B.M. I-24-4 IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 6 INCHES
 CP1987'ABOVE THE GROUND.  LOCATED AT LOCUST GROVE NEGRO CHURCH, CALDWELL
 CP1987'PARISH, LA., 10.2 MILES SOUTH OF INTERSECTION OF WINNSBORO ROAD AND
 CP1987'HWY. NO. 165 NEAR COLUMBIA, 44 FEET EAST OF COLUMBIA - DUTY DIRT ROAD,
 CP1987'2 FEET NORTHWEST OF NORTHWEST CORNER OF CHURCH, 142.9 FEET WEST OF
 CP1987'24-INCH WHITE OAK TREE AND 46.3 FEET SOUTHWEST OF 40-INCH RED OAK
 CP1987'TREE.
 CP1987
 CP1987                          STATION RECOVERY (1950)
 CP1987
 CP1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CP1987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1577 ***********************************************************************
 BW1577  DESIGNATION -  I 25 1 BOLT
 BW1577  PID         -  BW1577
 BW1577  STATE/COUNTY-  LA/CALDWELL
 BW1577  USGS QUAD   -  ENTERPRISE (1984)
 BW1577
 BW1577                         *CURRENT SURVEY CONTROL
 BW1577  ___________________________________________________________________
 BW1577* NAD 83(1986)-  31 57 21.     (N)    091 56 05.     (W)     SCALED    
 BW1577* NAVD 88     -        17.65   (+/-2cm)      57.9    (feet)  VERTCON   
 BW1577  ___________________________________________________________________
 BW1577  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BW1577
 BW1577  VERT ORDER  -  ? (See Below)
 BW1577
 BW1577.The horizontal coordinates were scaled from a topographic map and have
 BW1577.an estimated accuracy of +/- 6 seconds.
 BW1577
 BW1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1577.The vertical order pertains to the NGVD 29 superseded value.
 BW1577
 BW1577.The geoid height was determined by GEOID03.
 BW1577
 BW1577;                    North         East    Units  Estimated Accuracy
 BW1577;SPC LA N     -   161,560.    1,053,440.      MT  (+/- 180 meters Scaled)
 BW1577
 BW1577                          SUPERSEDED SURVEY CONTROL
 BW1577
 BW1577  NGVD 29 (??/??/92)   17.665  (m)           57.96   (f) ADJ UNCH    ?  
 BW1577
 BW1577.Superseded values are not recommended for survey control.
 BW1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1577.See file dsdata.txt to determine how the superseded data were derived.
 BW1577
 BW1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR006360(NAD 83)
 BW1577_MARKER: B = BOLT
 BW1577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1577_SP_SET: STONE
 BW1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1577
 BW1577  HISTORY     - Date     Condition        Report By
 BW1577  HISTORY     - UNK      MONUMENTED       DOD
 BW1577  HISTORY     - 1934     GOOD             DOD
 BW1577
 BW1577                          STATION DESCRIPTION
 BW1577
 BW1577'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1577'3.3 MI N FROM DUTY.
 BW1577'B.M. IS A PIPE STONE BENCH WITH BRASS CAP.  LOCATED IN CALDWELL
 BW1577'PARISH, LOUISIANA, 3.3 MILES NORTH OF DUTY, CATAHOULA PARISH,
 BW1577'LOUISIANA.  ON PROPERTY OF A. B. HARRELSON, IN SOUTHWEST CORNER, 3
 BW1577'FEET NORTH AND 7 FEET EAST OF YARD FENCE, 5 FEET EAST OF 14 IN. PECAN
 BW1577'TREE, 88 FEET SOUTHEAST OF 48 IN. -OAK TREE, 39 FEET EAST OF
 BW1577'CENTERLINE OF STATE HIGHWAY NO. 106.  CAP IS ABOUT 8 INCHES ABOVE THE
 BW1577'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1576 ***********************************************************************
 BW1576  DESIGNATION -  I 25 1 CAP
 BW1576  PID         -  BW1576
 BW1576  STATE/COUNTY-  LA/CALDWELL
 BW1576  USGS QUAD   -  ENTERPRISE (1984)
 BW1576
 BW1576                         *CURRENT SURVEY CONTROL
 BW1576  ___________________________________________________________________
 BW1576* NAD 83(1986)-  31 57 21.     (N)    091 56 05.     (W)     SCALED    
 BW1576* NAVD 88     -        18.87   (+/-2cm)      61.9    (feet)  VERTCON   
 BW1576  ___________________________________________________________________
 BW1576  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BW1576
 BW1576  VERT ORDER  -  ? (See Below)
 BW1576
 BW1576.The horizontal coordinates were scaled from a topographic map and have
 BW1576.an estimated accuracy of +/- 6 seconds.
 BW1576
 BW1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1576.The vertical order pertains to the NGVD 29 superseded value.
 BW1576
 BW1576.The geoid height was determined by GEOID03.
 BW1576
 BW1576;                    North         East    Units  Estimated Accuracy
 BW1576;SPC LA N     -   161,560.    1,053,440.      MT  (+/- 180 meters Scaled)
 BW1576
 BW1576                          SUPERSEDED SURVEY CONTROL
 BW1576
 BW1576  NGVD 29 (??/??/92)   18.886  (m)           61.96   (f) ADJ UNCH    ?  
 BW1576
 BW1576.Superseded values are not recommended for survey control.
 BW1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1576.See file dsdata.txt to determine how the superseded data were derived.
 BW1576
 BW1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR006360(NAD 83)
 BW1576_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1576_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1576
 BW1576  HISTORY     - Date     Condition        Report By
 BW1576  HISTORY     - UNK      MONUMENTED       DOD
 BW1576  HISTORY     - 1934     GOOD             DOD
 BW1576
 BW1576                          STATION DESCRIPTION
 BW1576
 BW1576'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1576'3.3 MI N FROM DUTY.
 BW1576'B.M. IS A PIPE STONE BENCH WITH BRASS CAP.  LOCATED IN CALDWELL
 BW1576'PARISH, LOUISIANA, 3.3 MILES NORTH OF DUTY, CATAHOULA PARISH,
 BW1576'LOUISIANA.  ON PROPERTY OF A. B. HARRELSON, IN SOUTHWEST CORNER, 3
 BW1576'FEET NORTH AND 7 FEET EAST OF YARD FENCE, 5 FEET EAST OF 14 IN. PECAN
 BW1576'TREE, 88 FEET SOUTHEAST OF 48 IN. -OAK TREE, 39 FEET EAST OF
 BW1576'CENTERLINE OF STATE HIGHWAY NO. 106.  CAP IS ABOUT 8 INCHES ABOVE THE
 BW1576'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1574 ***********************************************************************
 BW1574  DESIGNATION -  I 25 2 BOLT
 BW1574  PID         -  BW1574
 BW1574  STATE/COUNTY-  LA/CALDWELL
 BW1574  USGS QUAD   -  ENTERPRISE (1984)
 BW1574
 BW1574                         *CURRENT SURVEY CONTROL
 BW1574  ___________________________________________________________________
 BW1574* NAD 83(1986)-  31 59 07.     (N)    091 58 03.     (W)     SCALED    
 BW1574* NAVD 88     -        18.51   (+/-2cm)      60.7    (feet)  VERTCON   
 BW1574  ___________________________________________________________________
 BW1574  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BW1574
 BW1574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1574
 BW1574.The horizontal coordinates were scaled from a topographic map and have
 BW1574.an estimated accuracy of +/- 6 seconds.
 BW1574
 BW1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1574.The vertical order pertains to the NGVD 29 superseded value.
 BW1574
 BW1574.The geoid height was determined by GEOID03.
 BW1574
 BW1574;                    North         East    Units  Estimated Accuracy
 BW1574;SPC LA N     -   164,800.    1,050,320.      MT  (+/- 180 meters Scaled)
 BW1574
 BW1574                          SUPERSEDED SURVEY CONTROL
 BW1574
 BW1574  NGVD 29 (??/??/92)   18.522  (m)           60.77   (f) ADJ UNCH    2 0
 BW1574
 BW1574.Superseded values are not recommended for survey control.
 BW1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1574.See file dsdata.txt to determine how the superseded data were derived.
 BW1574
 BW1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR975392(NAD 83)
 BW1574_MARKER: B = BOLT
 BW1574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1574_SP_SET: STONE
 BW1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1574
 BW1574  HISTORY     - Date     Condition        Report By
 BW1574  HISTORY     - UNK      MONUMENTED       DOD
 BW1574  HISTORY     - 1950     GOOD             NGS
 BW1574
 BW1574                          STATION DESCRIPTION
 BW1574
 BW1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW1574'6.3 MI NW FROM DUTY.
 BW1574'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 106 FROM DUTY, ON THE PROPERTY
 BW1574'OF W.D. MCSWEEN, 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 BW1574'13.1 FEET NORTHWEST OF A FENCE, 20 FEET EAST OF THE CENTER LINE OF THE
 BW1574'HIGHWAY, 22.7 FEET NORTHWEST OF A 48 INCH SYCAMORE TREE, A COPPER BOLT
 BW1574'SET IN THE TOP OF A STONE WHICH IS 3 FEET UNDER GROUND AND ACCESS TO
 BW1574'WHICH IS HAD THROUGH AN IRON PIPE BEARING A U.S. ENGINEERS BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1573 ***********************************************************************
 BW1573  DESIGNATION -  I 25 2 CAP
 BW1573  PID         -  BW1573
 BW1573  STATE/COUNTY-  LA/CALDWELL
 BW1573  USGS QUAD   -  ENTERPRISE (1984)
 BW1573
 BW1573                         *CURRENT SURVEY CONTROL
 BW1573  ___________________________________________________________________
 BW1573* NAD 83(1986)-  31 59 07.     (N)    091 58 03.     (W)     SCALED    
 BW1573* NAVD 88     -        19.72   (+/-2cm)      64.7    (feet)  VERTCON   
 BW1573  ___________________________________________________________________
 BW1573  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BW1573
 BW1573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1573
 BW1573.The horizontal coordinates were scaled from a topographic map and have
 BW1573.an estimated accuracy of +/- 6 seconds.
 BW1573
 BW1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1573.The vertical order pertains to the NGVD 29 superseded value.
 BW1573
 BW1573.The geoid height was determined by GEOID03.
 BW1573
 BW1573;                    North         East    Units  Estimated Accuracy
 BW1573;SPC LA N     -   164,800.    1,050,320.      MT  (+/- 180 meters Scaled)
 BW1573
 BW1573                          SUPERSEDED SURVEY CONTROL
 BW1573
 BW1573  NGVD 29 (??/??/92)   19.736  (m)           64.75   (f) ADJ UNCH    2 0
 BW1573
 BW1573.Superseded values are not recommended for survey control.
 BW1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1573.See file dsdata.txt to determine how the superseded data were derived.
 BW1573
 BW1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR975392(NAD 83)
 BW1573_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1573_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1573_STAMPING: I 25-2
 BW1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1573
 BW1573  HISTORY     - Date     Condition        Report By
 BW1573  HISTORY     - UNK      MONUMENTED       DOD
 BW1573  HISTORY     - 1950     GOOD             NGS
 BW1573
 BW1573                          STATION DESCRIPTION
 BW1573
 BW1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW1573'6.3 MI NW FROM DUTY.
 BW1573'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 106 FROM DUTY, ON THE PROPERTY
 BW1573'OF W.D. MCSWEEN, 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 BW1573'13.1 FEET NORTHWEST OF A FENCE, 20 FEET EAST OF THE CENTER LINE OF THE
 BW1573'HIGHWAY, 22.7 FEET NORTHWEST OF A 48 INCH SYCAMORE TREE, A BRONZE CAP
 BW1573'RIVETED ON THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE
 BW1573'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2018 ***********************************************************************
 BW2018  DESIGNATION -  I 25 3
 BW2018  PID         -  BW2018
 BW2018  STATE/COUNTY-  LA/CATAHOULA
 BW2018  USGS QUAD   -  ENTERPRISE (1984)
 BW2018
 BW2018                         *CURRENT SURVEY CONTROL
 BW2018  ___________________________________________________________________
 BW2018* NAD 83(1986)-  31 53 29.     (N)    091 59 53.     (W)     SCALED    
 BW2018* NAVD 88     -        89.17   (+/-2cm)     292.6    (feet)  VERTCON   
 BW2018  ___________________________________________________________________
 BW2018  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BW2018
 BW2018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2018
 BW2018.The horizontal coordinates were scaled from a topographic map and have
 BW2018.an estimated accuracy of +/- 6 seconds.
 BW2018
 BW2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2018.The vertical order pertains to the NGVD 29 superseded value.
 BW2018
 BW2018.The geoid height was determined by GEOID03.
 BW2018
 BW2018;                    North         East    Units  Estimated Accuracy
 BW2018;SPC LA N     -   154,380.    1,047,480.      MT  (+/- 180 meters Scaled)
 BW2018
 BW2018                          SUPERSEDED SURVEY CONTROL
 BW2018
 BW2018  NGVD 29 (??/??/92)   89.17   (m)          292.6    (f) COMPUTED    2 0
 BW2018
 BW2018.Superseded values are not recommended for survey control.
 BW2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2018.See file dsdata.txt to determine how the superseded data were derived.
 BW2018
 BW2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR947288(NAD 83)
 BW2018_MARKER: P = PIPE CAP
 BW2018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW2018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW2018_STAMPING: I 25-3
 BW2018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2018
 BW2018  HISTORY     - Date     Condition        Report By
 BW2018  HISTORY     - UNK      MONUMENTED       USE
 BW2018  HISTORY     - 1950     GOOD             NGS
 BW2018
 BW2018                          STATION DESCRIPTION
 BW2018
 BW2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW2018'IN ROSEFIELD.
 BW2018'AT ROSEFIELD, IN THE SOUTHEAST CORNER OF THE CEMETERY, 29 FEET
 BW2018'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 68, 145 FEET EAST OF THE
 BW2018'CENTER OF THE CEMETERY GATE, 2.8 FEET NORTHWEST OF THE SOUTHEAST
 BW2018'CORNER OF THE CEMETERY FENCE, 3.0 FEET NORTH OF A WITNESS POST, A 3
 BW2018'1/2 INCH BRONZE CAP RIVETED ON THE TOP OF AN IRON POST WHICH PROJECTS
 BW2018'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2759 ***********************************************************************
 BX2759  DESIGNATION -  IATT
 BX2759  PID         -  BX2759
 BX2759  STATE/COUNTY-  LA/GRANT
 BX2759  USGS QUAD   -  COLFAX (1985)
 BX2759
 BX2759                         *CURRENT SURVEY CONTROL
 BX2759  ___________________________________________________________________
 BX2759* NAD 83(1992)-  31 34 13.61545(N)    092 42 55.79348(W)     ADJUSTED  
 BX2759* NAVD 88     -        67.6    (meters)     222.     (feet)  VERTCON   
 BX2759  ___________________________________________________________________
 BX2759  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BX2759  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2759
 BX2759  HORZ ORDER  -  FIRST
 BX2759
 BX2759.The horizontal coordinates were established by classical geodetic methods
 BX2759.and adjusted by the National Geodetic Survey in January 1993..
 BX2759
 BX2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2759
 BX2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2759
 BX2759.The geoid height was determined by GEOID03.
 BX2759
 BX2759;                    North         East     Units Scale Factor Converg.
 BX2759;SPC LA N     -   118,706.628   979,543.922   MT  0.99993299   -0 06 50.2
 BX2759;SPC LA N     -   389,456.66  3,213,720.35   sFT  0.99993299   -0 06 50.2
 BX2759;UTM  15      - 3,492,859.879   526,997.293   MT  0.99960899   +0 08 56.2
 BX2759
 BX2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2759!SPC LA N     -   0.99999347  x   0.99993299  =   0.99992646
 BX2759!UTM  15      -   0.99999347  x   0.99960899  =   0.99960246
 BX2759
 BX2759:                Primary Azimuth Mark                     Grid Az
 BX2759:SPC LA N     -  DRY PRONG KC SO MW MAST                  097 06 02.7
 BX2759:UTM  15      -  DRY PRONG KC SO MW MAST                  096 50 16.3
 BX2759
 BX2759|---------------------------------------------------------------------|
 BX2759| PID    Reference Object                     Distance      Geod. Az  |
 BX2759|                                                           dddmmss.s |
 BX2759| BX2756 DRY PRONG KC SO MW MAST             APPROX.14.1 KM 0965912.5 |
 BX2759| BX2695 GRANT                               APPROX.16.7 KM 1314536.7 |
 BX2759| BX2757 COLFAX MUNICIPAL TANK               APPROX. 5.9 KM 1715938.3 |
 BX2759| CY4731 IATT RM 1                            18.555 METERS 21045     |
 BX2759| CY4732 IATT RM 2                            20.205 METERS 33721     |
 BX2759|---------------------------------------------------------------------|
 BX2759
 BX2759                          SUPERSEDED SURVEY CONTROL
 BX2759
 BX2759  NAD 83(1986)-  31 34 13.63614(N)    092 42 55.78702(W) AD(       ) 1
 BX2759  NAD 27      -  31 34 13.01495(N)    092 42 55.24189(W) AD(       ) 1
 BX2759  NGVD 29 (07/19/86)   67.6    (m)          222.     (f) VERT ANG       
 BX2759
 BX2759.Superseded values are not recommended for survey control.
 BX2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2759.See file dsdata.txt to determine how the superseded data were derived.
 BX2759
 BX2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2699792860(NAD 83)
 BX2759_MARKER: DS = TRIANGULATION STATION DISK
 BX2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2759
 BX2759  HISTORY     - Date     Condition        Report By
 BX2759  HISTORY     - 1969     MONUMENTED       CGS
 BX2759
 BX2759                          STATION DESCRIPTION
 BX2759
 BX2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2759'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH AND 1/2 MILE WEST
 BX2759'OF COLFAX, IN THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER
 BX2759'OF SECTION 19, T7N, R3W, ON THE SUMMIT OF THE HIGHEST POINT IN
 BX2759'THE AREA AND ON PROPERTY OF THE E.A. ETHRIDGE ESTATE AND
 BX2759'MRS. D.K. CHURCHMAN.
 BX2759'
 BX2759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 BX2759'STATE HIGHWAY 158, ABOUT 2 MILES NORTH-NORTHWEST OF COLFAX,
 BX2759'GO NORTHWESTERLY ON U.S. HIGHWAY 71 FOR 1.7 MILES TO A SIDE
 BX2759'ROAD RIGHT, JUNCTION OF U.S. HIGHWAY 71 AND STATE
 BX2759'HIGHWAY 471.  TURN RIGHT AND GO NORTHERLY ON STATE HIGHWAY 471
 BX2759'FOR 1.05 MILES TO A SIDE ROAD RIGHT AND SIGN SUMMERFIELD
 BX2759'BAPTIST CHURCH.  TURN RIGHT ON PAVED ROAD AND GO EASTERLY
 BX2759'FOR 0.15 MILE PASSING TO THE LEFT OF CHURCH TO A SIDE ROAD
 BX2759'RIGHT JUST BEFORE REACHING OPEN AIR CHURCH ON THE LEFT.  TURN
 BX2759'RIGHT AND GO SOUTHEASTERLY ON TRACK ROAD FOR 0.45 MILE TO A
 BX2759'FORK, TAKE THE RIGHT FORK FOR 0.25 MILE TO A FORK, TAKE
 BX2759'RIGHT FORK 0.1 MILE TO A THREE WAY FORK, TAKE EXTREME RIGHT
 BX2759'FORK 0.2 MILE TO THE TOP OF THE HILL AND THE STATION ON
 BX2759'THE RIGHT.
 BX2759'
 BX2759'THE STATION IS A STANDARD DISK STAMPED, IATT 1968, SET IN
 BX2759'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 BX2759'INCHES ABOVE THE GROUND.  IT IS 25 FEET WEST OF THE
 BX2759'APPROXIMATE CENTER OF A TRACK ROAD, 21.5 FEET SOUTHEAST OF A
 BX2759'12 INCH PINE WITH TRIANGULAR BLAZE, 3.5 FEET SOUTHWEST OF A
 BX2759'METAL WITNESS POST WITH SIGN ATTACHED.
 BX2759'
 BX2759'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, IATT NO 1 1968,
 BX2759'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 BX2759'FLUSH WITH THE GROUND.  IT IS 64.2 FEET SOUTHWEST OF A METAL
 BX2759'WITNESS POST WITH A SIGN ATTACHED, 9 FEET WEST OF A TRACK ROAD.
 BX2759'
 BX2759'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, IATT NO 2 1968,
 BX2759'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2759'PROJECTS 3 INCHES.  IT IS 66 FEET NORTH-NORTHWEST OF METAL
 BX2759'WITNESS POST WITH SIGN ATTACHED, 47 FEET NORTH-NORTHWEST OF
 BX2759'A 12 INCH PINE WITH TRIANGULAR BLAZE.
 BX2759'
 BX2759'NOTE--NO AZIMUTH MARK WAS SET.
 BX2759'
 BX2759'HEIGHT OF LIGHT ABOVE STATION MARK 22.09 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0821 ***********************************************************************
 BJ0821  DESIGNATION -  IB 148 USGS
 BJ0821  PID         -  BJ0821
 BJ0821  STATE/COUNTY-  LA/IBERVILLE
 BJ0821  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0821
 BJ0821                         *CURRENT SURVEY CONTROL
 BJ0821  ___________________________________________________________________
 BJ0821* NAD 83(1986)-  30 11 44.     (N)    091 18 27.     (W)     SCALED    
 BJ0821* NAVD 88     -         2.303  (meters)       7.56   (feet)  ADJUSTED  
 BJ0821  ___________________________________________________________________
 BJ0821  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ0821  DYNAMIC HT  -           2.300 (meters)       7.55  (feet)  COMP
 BJ0821  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 BJ0821
 BJ0821  VERT ORDER  -  FIRST     CLASS I
 BJ0821
 BJ0821.The horizontal coordinates were scaled from a topographic map and have
 BJ0821.an estimated accuracy of +/- 6 seconds.
 BJ0821
 BJ0821.The orthometric height was determined by differential leveling
 BJ0821.and adjusted by the National Geodetic Survey in February 1994..
 BJ0821
 BJ0821.The geoid height was determined by GEOID03.
 BJ0821
 BJ0821.The dynamic height is computed by dividing the NAVD 88
 BJ0821.geopotential number by the normal gravity value computed on the
 BJ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0821.degrees latitude (g = 980.6199 gals.).
 BJ0821
 BJ0821.The modeled gravity was interpolated from observed gravity values.
 BJ0821
 BJ0821;                    North         East    Units  Estimated Accuracy
 BJ0821;SPC LA S     -   187,940.    1,002,490.      MT  (+/- 180 meters Scaled)
 BJ0821
 BJ0821                          SUPERSEDED SURVEY CONTROL
 BJ0821
 BJ0821  NGVD 29 (??/??/??)    2.329  (m)            7.64   (f) ADJUSTED    1 1
 BJ0821
 BJ0821.Superseded values are not recommended for survey control.
 BJ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0821.See file dsdata.txt to determine how the superseded data were derived.
 BJ0821
 BJ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP629416(NAD 83)
 BJ0821_MARKER: X = CHISELED CROSS
 BJ0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0821_SP_SET: WELL CASING
 BJ0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0821
 BJ0821  HISTORY     - Date     Condition        Report By
 BJ0821  HISTORY     - UNK      MONUMENTED       USGS
 BJ0821  HISTORY     - 1964     GOOD             CGS
 BJ0821  HISTORY     - 1976     GOOD             NGS
 BJ0821
 BJ0821                          STATION DESCRIPTION
 BJ0821
 BJ0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0821'3.4 MI N FROM BAYOU SORREL.
 BJ0821'ABOUT 3.4 MILES NORTH ALONG STATE ROAD 75 FROM THE FERRY LANDING AT
 BJ0821'BAYOU SORREL, 181 FEET EAST OF THE CENTER LINE OF THE ROAD, 133 FEET
 BJ0821'EAST OF THE FRONT YARD FENCE, 31 FEET SOUTHEAST OF THE SOUTHEAST
 BJ0821'CORNER OF MR. HENRY MEDLENS HOUSE, A CHISELED CROSS ON THE WEST SIDE
 BJ0821'OF A 1.5-INCH WELL CASING AND ON THE PROPERTY OF HENRY MEDLEN, ABOUT
 BJ0821'121 YARDS NORTH OF THE BENCH MARK V 208, ABOUT 3 FEET BELOW THE LEVEL
 BJ0821'OF THE ROAD, AND PROJECTING 4 INCHES ABOVE THE GROUND.
 BJ0821
 BJ0821                          STATION RECOVERY (1976)
 BJ0821
 BJ0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0821'4.0 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE GRAND RIVER BRIDGE,
 BJ0821'0.05 MILE NORTH OF THE GRAND RIVER METHODIST CHURCH, 181 FT EAST OF
 BJ0821'THE CENTER LINE OF THE HIGHWAY, 31.0 FT SOUTHEAST OF THE SOUTHEAST
 BJ0821'CORNER OF MR. HENRY MEDLENS HOUSE, A CHISELED CROSS ON THE WEST SIDE
 BJ0821'OF A 1.5 INCH WELL CASING 180 FT. DEEP ABOUT 121 YARDS NORTH OF
 BJ0821'BENCH MARK V 208, THE CHISELED CROSS IS 4-INCHES ABOVE THE LEVEL
 BJ0821'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0848 ***********************************************************************
 BJ0848  DESIGNATION -  IB 149 USGS
 BJ0848  PID         -  BJ0848
 BJ0848  STATE/COUNTY-  LA/IBERVILLE
 BJ0848  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0848
 BJ0848                         *CURRENT SURVEY CONTROL
 BJ0848  ___________________________________________________________________
 BJ0848* NAD 83(1986)-  30 13 12.     (N)    091 18 59.     (W)     SCALED    
 BJ0848* NAVD 88     -         3.14   (+/-2cm)      10.3    (feet)  VERTCON   
 BJ0848  ___________________________________________________________________
 BJ0848  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0848
 BJ0848  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0848
 BJ0848.The horizontal coordinates were scaled from a topographic map and have
 BJ0848.an estimated accuracy of +/- 6 seconds.
 BJ0848
 BJ0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0848.The vertical order pertains to the NGVD 29 superseded value.
 BJ0848
 BJ0848.The geoid height was determined by GEOID03.
 BJ0848
 BJ0848;                    North         East    Units  Estimated Accuracy
 BJ0848;SPC LA S     -   190,650.    1,001,630.      MT  (+/- 180 meters Scaled)
 BJ0848
 BJ0848                          SUPERSEDED SURVEY CONTROL
 BJ0848
 BJ0848  NGVD 29 (??/??/??)    3.167  (m)           10.39   (f) ADJUSTED    1 2
 BJ0848
 BJ0848.Superseded values are not recommended for survey control.
 BJ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0848.See file dsdata.txt to determine how the superseded data were derived.
 BJ0848
 BJ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP620443(NAD 83)
 BJ0848_MARKER: O = CHISELED CIRCLE
 BJ0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0848_SP_SET: WELL CASING
 BJ0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0848
 BJ0848  HISTORY     - Date     Condition        Report By
 BJ0848  HISTORY     - UNK      MONUMENTED       USGS
 BJ0848  HISTORY     - 1964     GOOD             CGS
 BJ0848  HISTORY     - 1965     GOOD             CGS
 BJ0848  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0848
 BJ0848                          STATION DESCRIPTION
 BJ0848
 BJ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0848'5.95 MI SW FROM CRESCENT.
 BJ0848'ABOUT 5.85 MILES SOUTHWEST ALONG STATE ROAD 3066 FROM THE MT. ZION
 BJ0848'CHURCH AT CRESCENT, THENCE 0.1 MILE EAST ALONG STATE ROAD 75, 122 FEET
 BJ0848'NORTH OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF THE NORTHEAST
 BJ0848'CORNER OF A BUILDING USED TO STORE BOATS, 20 FEET NORTH OF A FENCE, 7
 BJ0848'FEET WEST OF A FENCE, 4 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 BJ0848'BUILDING, A CHISELE HIGH POINT ON THE TOP OF THE SOUTH EDGE OF A
 BJ0848'2-INCH WELL CASING THAT IS 200 FEET DEEP AND PROJECTS 2 1/2 FEET.
 BJ0848
 BJ0848                          STATION RECOVERY (1965)
 BJ0848
 BJ0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0848'RECOVERED IN GOOD CONDITION.
 BJ0848
 BJ0848                          STATION RECOVERY (1976)
 BJ0848
 BJ0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0848'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0815 ***********************************************************************
 BJ0815  DESIGNATION -  IB 151 USGS
 BJ0815  PID         -  BJ0815
 BJ0815  STATE/COUNTY-  LA/IBERVILLE
 BJ0815  USGS QUAD   -  ADDIS (1992)
 BJ0815
 BJ0815                         *CURRENT SURVEY CONTROL
 BJ0815  ___________________________________________________________________
 BJ0815* NAD 83(1986)-  30 15 33.     (N)    091 18 56.     (W)     SCALED    
 BJ0815* NAVD 88     -         4.421  (meters)      14.50   (feet)  ADJUSTED  
 BJ0815  ___________________________________________________________________
 BJ0815  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0815  DYNAMIC HT  -           4.415 (meters)      14.48  (feet)  COMP
 BJ0815  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 BJ0815
 BJ0815  VERT ORDER  -  FIRST     CLASS I
 BJ0815
 BJ0815.The horizontal coordinates were scaled from a topographic map and have
 BJ0815.an estimated accuracy of +/- 6 seconds.
 BJ0815
 BJ0815.The orthometric height was determined by differential leveling
 BJ0815.and adjusted by the National Geodetic Survey in February 1994..
 BJ0815
 BJ0815.The geoid height was determined by GEOID03.
 BJ0815
 BJ0815.The dynamic height is computed by dividing the NAVD 88
 BJ0815.geopotential number by the normal gravity value computed on the
 BJ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0815.degrees latitude (g = 980.6199 gals.).
 BJ0815
 BJ0815.The modeled gravity was interpolated from observed gravity values.
 BJ0815
 BJ0815;                    North         East    Units  Estimated Accuracy
 BJ0815;SPC LA S     -   194,990.    1,001,710.      MT  (+/- 180 meters Scaled)
 BJ0815
 BJ0815                          SUPERSEDED SURVEY CONTROL
 BJ0815
 BJ0815  NGVD 29 (??/??/??)    4.438  (m)           14.56   (f) ADJUSTED    1 1
 BJ0815
 BJ0815.Superseded values are not recommended for survey control.
 BJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0815.See file dsdata.txt to determine how the superseded data were derived.
 BJ0815
 BJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP620487(NAD 83)
 BJ0815_MARKER: X = CHISELED CROSS
 BJ0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0815_SP_SET: WELL CASING
 BJ0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0815
 BJ0815  HISTORY     - Date     Condition        Report By
 BJ0815  HISTORY     - UNK      MONUMENTED       USGS
 BJ0815  HISTORY     - 1964     GOOD             CGS
 BJ0815  HISTORY     - 1976     GOOD             NGS
 BJ0815
 BJ0815                          STATION DESCRIPTION
 BJ0815
 BJ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0815'2.9 MI W FROM CRESCENT.
 BJ0815'ABOUT 2.8 MILES WEST ALONG STATE ROAD 3066 FROM THE MT. ZION CHURCH AT
 BJ0815'CRESCENT, THENCE 0.1 MILE NORTHWEST ALONG A PRIVATE ROAD AND THE
 BJ0815'SOUTHWEST BANK OF PLAQUEMINE BAYOU, ABOUT 150 YARDS NORTHWEST OF AN
 BJ0815'OFFICE BELONGING TO J.R. RAIBLE, 182 FEET NORTHWEST OF BENCH MARK P.M.
 BJ0815'37 (USE), 17 FEET SOUTHWEST OF THE SOUTHWEST BANK OF PLAQUEMINE BAYOU,
 BJ0815'A CHISELED CROSS ON THE TOP OF A FLANGE ON THE SOUTHWEST SIDE OF A
 BJ0815'T-JOINT WHICH IS ON THE TOP OF A 2-INCH WELL CASING THAT IS DRIVEN TO
 BJ0815'A DEPTH OF 200 FEET AND PROJECTS 12 INCHES ABOVE THE GROUND.
 BJ0815
 BJ0815                          STATION RECOVERY (1976)
 BJ0815
 BJ0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0815'6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0815'FROM THE POST OFFICE, THENCE 0.1 MILE NORTHWEST ALONG A SHELL ROAD TO
 BJ0815'THE GRIEF BROTHERS CORPORATION, ABOUT 150 YARDS NORTHWEST OF MR. J.R.
 BJ0815'RAIBLES OFFICE BUILDING, 182 FT NORTHWEST OF BENCH MARK PM 37, 17 FT
 BJ0815'SOUTHWEST OF THE SOUTHWEST BANK OF PLAQUEMINE BAYOU, A CHISELED CROSS
 BJ0815'ON THE TOP OF A FLANGE ON THE SOUTHWEST SIDE OF A T-JOINT WHICH IS
 BJ0815'SCREWED ON THE TOP OF A 2-INCH PIPE WELL CASING THAT IS DRIVEN TO A
 BJ0815'DEPTH OF 200 FT AND PROJECTS 1.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1017 ***********************************************************************
 BJ1017  DESIGNATION -  IB 40 USGS
 BJ1017  PID         -  BJ1017
 BJ1017  STATE/COUNTY-  LA/IBERVILLE
 BJ1017  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1017
 BJ1017                         *CURRENT SURVEY CONTROL
 BJ1017  ___________________________________________________________________
 BJ1017* NAD 83(1986)-  30 18 08.     (N)    091 13 09.     (W)     SCALED    
 BJ1017* NAVD 88     -         8.11   (+/-2cm)      26.6    (feet)  VERTCON   
 BJ1017  ___________________________________________________________________
 BJ1017  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1017
 BJ1017  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1017
 BJ1017.The horizontal coordinates were scaled from a topographic map and have
 BJ1017.an estimated accuracy of +/- 6 seconds.
 BJ1017
 BJ1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1017.The vertical order pertains to the NGVD 29 superseded value.
 BJ1017
 BJ1017.The geoid height was determined by GEOID03.
 BJ1017
 BJ1017;                    North         East    Units  Estimated Accuracy
 BJ1017;SPC LA S     -   199,770.    1,010,980.      MT  (+/- 180 meters Scaled)
 BJ1017
 BJ1017                          SUPERSEDED SURVEY CONTROL
 BJ1017
 BJ1017  NGVD 29 (??/??/??)    8.143  (m)           26.72   (f) ADJUSTED    1 1
 BJ1017
 BJ1017.Superseded values are not recommended for survey control.
 BJ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1017.See file dsdata.txt to determine how the superseded data were derived.
 BJ1017
 BJ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP712536(NAD 83)
 BJ1017_MARKER: X = CHISELED CROSS
 BJ1017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1017_SP_SET: WELL CASING
 BJ1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1017
 BJ1017  HISTORY     - Date     Condition        Report By
 BJ1017  HISTORY     - UNK      MONUMENTED       USGS
 BJ1017  HISTORY     - 1964     GOOD             CGS
 BJ1017  HISTORY     - 1976     GOOD             NGS
 BJ1017
 BJ1017                          STATION DESCRIPTION
 BJ1017
 BJ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1017'7.25 MI SW FROM BURTVILLE.
 BJ1017'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1017'STATE HIGHWAY 327 AT BURTVILLE, THENCE 4.3 MILES WEST ALONG STATE
 BJ1017'HIGHWAY 991, AT THE COUNTRY MANOR CLUB PROPERTY, ABOUT 0.1 MILE SOUTH
 BJ1017'OF THE HIGHWAY, 133 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BJ1017'CLUBHOUSE, 54 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE
 BJ1017'PARKING AREA, A ONE INCH CHISELED CROSS SET VERTICALLY IN THE
 BJ1017'NORTHWEST FACE OF 2 INCH WELL CASING WHICH PROJECTS 3 INCHES ABOVE THE
 BJ1017'CONCRETE FLOOR AROUND CASING.  THE CROSS IS 0.1 FOOT ABOVE CONCRETE
 BJ1017'FLOOR.
 BJ1017
 BJ1017                          STATION RECOVERY (1976)
 BJ1017
 BJ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1017'3.2 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1017'STATE HIGHWAY 30, THENCE 4.35 MI WEST AGONG STATE HIGHWAY 991, AT THE
 BJ1017'OLD COUNTRY MANOR CLUB PROPERTY, NOW OWNED BY ROWENA KING, 165 PACES
 BJ1017'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 133 FT SOUTHEAST OF THE
 BJ1017'EAST CORNER OF THE OLD CLUB HOUSE, 67 FT NORTHEAST OF THE EAST CORNER
 BJ1017'OF A WOOD BUILDING BEHIND HOUSE, A ONE INCH CHISELED CROSS SET
 BJ1017'VERTICALLY IN THE NORTHWEST FACE OF A 2 INCH WELL CASING WHICH IS
 BJ1017'PROJECTING 0.5 FT ABOVE THE CONCRETE FLOOR AROUND CASING. NOTE WELL IS
 BJ1017'NOW INSIDE OF A 6 FT BY 6 FT WOOD BUILDING, 3 FT SOUTHEAST OF THE
 BJ1017'DOOR, THE CROSS IS 0.1 FT ABOVE CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1023 ***********************************************************************
 BJ1023  DESIGNATION -  IB 41 USGS
 BJ1023  PID         -  BJ1023
 BJ1023  STATE/COUNTY-  LA/IBERVILLE
 BJ1023  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1023
 BJ1023                         *CURRENT SURVEY CONTROL
 BJ1023  ___________________________________________________________________
 BJ1023* NAD 83(1986)-  30 17 24.     (N)    091 10 33.     (W)     SCALED    
 BJ1023* NAVD 88     -         7.27   (+/-2cm)      23.9    (feet)  VERTCON   
 BJ1023  ___________________________________________________________________
 BJ1023  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1023
 BJ1023  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1023
 BJ1023.The horizontal coordinates were scaled from a topographic map and have
 BJ1023.an estimated accuracy of +/- 6 seconds.
 BJ1023
 BJ1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1023.The vertical order pertains to the NGVD 29 superseded value.
 BJ1023
 BJ1023.The geoid height was determined by GEOID03.
 BJ1023
 BJ1023;                    North         East    Units  Estimated Accuracy
 BJ1023;SPC LA S     -   198,420.    1,015,150.      MT  (+/- 180 meters Scaled)
 BJ1023
 BJ1023                          SUPERSEDED SURVEY CONTROL
 BJ1023
 BJ1023  NGVD 29 (??/??/??)    7.309  (m)           23.98   (f) ADJUSTED    1 1
 BJ1023
 BJ1023.Superseded values are not recommended for survey control.
 BJ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1023.See file dsdata.txt to determine how the superseded data were derived.
 BJ1023
 BJ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP754523(NAD 83)
 BJ1023_MARKER: X = CHISELED CROSS
 BJ1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1023_SP_SET: WELL CASING
 BJ1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1023
 BJ1023  HISTORY     - Date     Condition        Report By
 BJ1023  HISTORY     - UNK      MONUMENTED       USGS
 BJ1023  HISTORY     - 1964     GOOD             CGS
 BJ1023  HISTORY     - 1976     GOOD             NGS
 BJ1023
 BJ1023                          STATION DESCRIPTION
 BJ1023
 BJ1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1023'4.95 MI NW FROM SAINT GABRIEL.
 BJ1023'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1023'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 1.25 MILES NORTHWEST ALONG
 BJ1023'STATE HIGHWAY 75, ON THE PROPERTY OF MR. ROY WALLACE, 254 FEET NORTH
 BJ1023'OF THE CENTER LINE OF THE HIGHWAY, 138 FEET WEST OF THE WEST SIDE OF A
 BJ1023'METAL SHED, 5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE
 BJ1023'BUILDING, A ONE INCH CROSS SET VERTICALLY IN THE SOUTH FACE OF A WELL
 BJ1023'CASING THAT IS 156 FEET DEEP AND PROJECTS 18 INCHES ABOVE THE LEVEL OF
 BJ1023'THE GROUND.  THE CROSS IS 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
 BJ1023
 BJ1023                          STATION RECOVERY (1976)
 BJ1023
 BJ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1023'5.2 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH STATE
 BJ1023'HIGHWAY 74, ON THE PROPERTY AND IN THE FIELD OWNED BY MR. ROY WALLACE,
 BJ1023'256 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 140 FT WEST OF THE
 BJ1023'SOUTHWEST CORNER OF A SMALL TIN BARN (SHED), 79 FT EAST OF A FENCE
 BJ1023'LINE, A ONE INCH CROSS SET VERTICALLY IN THE SOUTH FACE OF A 4 INCH
 BJ1023'WELL CASING PROJECTING 18 INCHES ABOVE GROUND, THE CROSS IS 0.3 FT
 BJ1023'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1014 ***********************************************************************
 BJ1014  DESIGNATION -  IB 44
 BJ1014  PID         -  BJ1014
 BJ1014  STATE/COUNTY-  LA/IBERVILLE
 BJ1014  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1014
 BJ1014                         *CURRENT SURVEY CONTROL
 BJ1014  ___________________________________________________________________
 BJ1014* NAD 83(1986)-  30 18 34.     (N)    091 10 34.     (W)     SCALED    
 BJ1014* NAVD 88     -         7.056  (meters)      23.15   (feet)  ADJUSTED  
 BJ1014  ___________________________________________________________________
 BJ1014  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ1014  DYNAMIC HT  -           7.047 (meters)      23.12  (feet)  COMP
 BJ1014  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 BJ1014
 BJ1014  VERT ORDER  -  FIRST     CLASS I
 BJ1014
 BJ1014.The horizontal coordinates were scaled from a topographic map and have
 BJ1014.an estimated accuracy of +/- 6 seconds.
 BJ1014
 BJ1014.The orthometric height was determined by differential leveling
 BJ1014.and adjusted by the National Geodetic Survey in February 1994..
 BJ1014
 BJ1014.The geoid height was determined by GEOID03.
 BJ1014
 BJ1014.The dynamic height is computed by dividing the NAVD 88
 BJ1014.geopotential number by the normal gravity value computed on the
 BJ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1014.degrees latitude (g = 980.6199 gals.).
 BJ1014
 BJ1014.The modeled gravity was interpolated from observed gravity values.
 BJ1014
 BJ1014;                    North         East    Units  Estimated Accuracy
 BJ1014;SPC LA S     -   200,580.    1,015,120.      MT  (+/- 180 meters Scaled)
 BJ1014
 BJ1014                          SUPERSEDED SURVEY CONTROL
 BJ1014
 BJ1014  NGVD 29 (??/??/??)    7.110  (m)           23.33   (f) ADJUSTED    1 1
 BJ1014
 BJ1014.Superseded values are not recommended for survey control.
 BJ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1014.See file dsdata.txt to determine how the superseded data were derived.
 BJ1014
 BJ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP753544(NAD 83)
 BJ1014_MARKER: X = CHISELED CROSS
 BJ1014_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ1014_SP_SET: WELL CASING
 BJ1014_MARK LOGO: NONE  
 BJ1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ1014+STABILITY: POSITION/ELEVATION WELL
 BJ1014
 BJ1014  HISTORY     - Date     Condition        Report By
 BJ1014  HISTORY     - UNK      MONUMENTED       USGS
 BJ1014  HISTORY     - 1964     GOOD             CGS
 BJ1014  HISTORY     - 1976     GOOD             NGS
 BJ1014  HISTORY     - 1986     GOOD             NGS
 BJ1014
 BJ1014                          STATION DESCRIPTION
 BJ1014
 BJ1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1014'4.6 MI SW FROM BURTVILLE.
 BJ1014'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1014'STATE HIGHWAY 327 AT BURTVILLE, THENCE 1.65 MILES WESTERLY ALONG STATE
 BJ1014'HIGHWAY 991, ON THE PROPERTY OF OF MR. J. P. NELSON, IN A PASTURE, 85
 BJ1014'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF
 BJ1014'POWER LINE POLE NO. 127, 17 FEET EAST OF A NORTH-SOUTH DITCH, A ONE
 BJ1014'INCH CHISELED CROSS SET VERTICALLY IN THE WEST FACE OF A 2 INCH WELL
 BJ1014'CASING WHICH IS 167 FEET DEEP AND PROJECTS 12 INCHES ABOVE THE LEVEL
 BJ1014'OF THE GROUND.  THE CROSS IS 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1014
 BJ1014                          STATION RECOVERY (1976)
 BJ1014
 BJ1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1014'3.2 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1014'STATE HIGHWAY 30, THENCE 1.65 MILE WEST ALONG STATE HIGHWAY 991, IN A
 BJ1014'PASTURE OWNED BY MR J.P.NELSON, 85 FT SOUTH OF THE CENTER LINE OF THE
 BJ1014'HIGHWAY, 43 FT SOUTH SOUTHWEST OF POWER POLE NUMBER 127/194, 18 FT
 BJ1014'EAST OF A NORTH-SOUTH DITCH, 80 FT WEST OF A NORTH-SOUTH DITCH, 118 FT
 BJ1014'EAST OF A FENCE LINE, A ONE INCH CHISELED CROSS SET VERTICALLY IN THE
 BJ1014'WEST FACE OF A 2 INCH WELL CASING, WHICH IS 167 FT DEEP AND PROJECTS
 BJ1014'12 INCHES ABOVE GROUND, THE CROSS IS 6 INCHES ABOVE THE LEVEL OF THE
 BJ1014'GROUND.
 BJ1014
 BJ1014                          STATION RECOVERY (1986)
 BJ1014
 BJ1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1027 ***********************************************************************
 BJ1027  DESIGNATION -  IB 47
 BJ1027  PID         -  BJ1027
 BJ1027  STATE/COUNTY-  LA/IBERVILLE
 BJ1027  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1027
 BJ1027                         *CURRENT SURVEY CONTROL
 BJ1027  ___________________________________________________________________
 BJ1027* NAD 83(1986)-  30 17 03.     (N)    091 08 33.     (W)     SCALED    
 BJ1027* NAVD 88     -         7.21   (+/-2cm)      23.7    (feet)  VERTCON   
 BJ1027  ___________________________________________________________________
 BJ1027  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ1027
 BJ1027  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1027
 BJ1027.The horizontal coordinates were scaled from a topographic map and have
 BJ1027.an estimated accuracy of +/- 6 seconds.
 BJ1027
 BJ1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1027.The vertical order pertains to the NGVD 29 superseded value.
 BJ1027
 BJ1027.The geoid height was determined by GEOID03.
 BJ1027
 BJ1027;                    North         East    Units  Estimated Accuracy
 BJ1027;SPC LA S     -   197,780.    1,018,360.      MT  (+/- 180 meters Scaled)
 BJ1027
 BJ1027                          SUPERSEDED SURVEY CONTROL
 BJ1027
 BJ1027  NGVD 29 (??/??/??)    7.255  (m)           23.80   (f) ADJUSTED    1 1
 BJ1027
 BJ1027.Superseded values are not recommended for survey control.
 BJ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1027.See file dsdata.txt to determine how the superseded data were derived.
 BJ1027
 BJ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP786517(NAD 83)
 BJ1027_MARKER: X = CHISELED CROSS
 BJ1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1027_SP_SET: WELL CASING
 BJ1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1027
 BJ1027  HISTORY     - Date     Condition        Report By
 BJ1027  HISTORY     - UNK      MONUMENTED       USGS
 BJ1027  HISTORY     - 1964     GOOD             CGS
 BJ1027  HISTORY     - 1976     GOOD             NGS
 BJ1027  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1027
 BJ1027                          STATION DESCRIPTION
 BJ1027
 BJ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1027'2.95 MI NW FROM SAINT GABRIEL.
 BJ1027'ABOUT 2.95 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1027'STATE HIGHWAY 74 AT SAINT GABRIEL, ABOUT 0.35 MILE NORTHWEST OF THE
 BJ1027'POST OFFICE AT SUNSHINE, IN A LARGE OPEN PASTURE, 283 FEET NORTH OF
 BJ1027'THE CENTER LINE OF THE HIGHWAY, 266 FEET WEST OF THE CENTER LINE OF A
 BJ1027'FIELD ROAD, 87 FEET NORTHWEST OF A LONE 20 INCH HACKBERRY TREE, 270
 BJ1027'FEET NORTH OF POWER LINE POLE NO. 291, A 1-INCH CHISELED CROSS SET
 BJ1027'VERTICALLY IN THE SOUTH FACE OF A 4 INCH WELL CASING THAT IS 188 FEET
 BJ1027'DEEP AND PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND.  THE CROSS IS
 BJ1027'1 INCH ABOVE THE GROUND LEVEL.
 BJ1027
 BJ1027                          STATION RECOVERY (1976)
 BJ1027
 BJ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1027'3.05 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH
 BJ1027'STATE HIGHWAY 74, 0.35 MILE NORTHWEST OF THE POST OFFICE AT SUNSHINE,
 BJ1027'IN A LARGE OPEN PASTURE, 283 FT NORTH OF THE CENTER LINE OF THE
 BJ1027'HIGHWAY, 266 FT WEST OF THE CENTER LINE OF A FIELD ROAD, 87 FT
 BJ1027'NORTHWEST OF THE NORTH ONE OF TWO HACKBERRY TREES, 270 FT NORTH OF
 BJ1027'POWER POLE NUMBER 291, A 1-INCH CHISELED CROSS SET VERTICALLY IN THE
 BJ1027'SOUTH FACE OF A 4 INCH WELL CASING THAT IS 188 FT DEEP AND PROJECTS 18
 BJ1027'INCHES ABOVE THE LEVEL OF THE GROUND, THE CROSS IS 2 INCHES ABOVE THE
 BJ1027'GROUND.
 BJ1027
 BJ1027                          STATION RECOVERY (1986)
 BJ1027
 BJ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1027'NOT RECOVERED, THE FIELD IS NOW PLOWED AND THE WELL CASING COULD NOT
 BJ1027'BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6448 ***********************************************************************
 AH6448  DESIGNATION -  IBB 01
 AH6448  PID         -  AH6448
 AH6448  STATE/COUNTY-  LA/TERREBONNE
 AH6448  USGS QUAD   -  HOUMA (1980)
 AH6448
 AH6448                         *CURRENT SURVEY CONTROL
 AH6448  ___________________________________________________________________
 AH6448* NAD 83(1992)-  29 34 35.53566(N)    090 42 38.38811(W)     ADJUSTED  
 AH6448* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6448  **This station is located in a subsidence area (see below).
 AH6448  ___________________________________________________________________
 AH6448  X           -     -68,856.486 (meters)                     COMP
 AH6448  Y           -  -5,551,128.591 (meters)                     COMP
 AH6448  Z           -   3,129,624.089 (meters)                     COMP
 AH6448  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6448  ELLIP HEIGHT-         -23.85  (meters)          (02/21/02) GPS OBS
 AH6448  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6448
 AH6448  HORZ ORDER  -  FIRST
 AH6448  ELLP ORDER  -  FIFTH     CLASS I
 AH6448
 AH6448.The horizontal coordinates were established by GPS observations
 AH6448.and adjusted by the National Geodetic Survey in December 1998..
 AH6448
 AH6448 ** The orthometric height has not been validated since last determined
 AH6448 ** by differential leveling and should not be used for control purposes.
 AH6448 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6448 ** area with valid NAVD 88 orthometric heights.
 AH6448 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6448 ** epoch indicated which incorporates improved geoid heights for the
 AH6448 ** Southern Louisiana Subsidence area.
 AH6448 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6448.The orthometric height was determined by GPS observations and a
 AH6448.high-resolution geoid model.
 AH6448
 AH6448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6448
 AH6448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6448
 AH6448.The ellipsoidal height was determined by GPS observations
 AH6448.and is referenced to NAD 83.
 AH6448
 AH6448.The geoid height was determined by GEOID03.
 AH6448
 AH6448;                    North         East     Units Scale Factor Converg.
 AH6448;SPC LA S     -   119,493.060 1,060,329.406   MT  0.99995299   +0 18 40.8
 AH6448;SPC LA S     -   392,036.81  3,478,764.06   sFT  0.99995299   +0 18 40.8
 AH6448;UTM  15      - 3,274,051.342   721,763.099   MT  1.00020684   +1 07 49.6
 AH6448
 AH6448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6448!SPC LA S     -   1.00000375  x   0.99995299  =   0.99995674
 AH6448!UTM  15      -   1.00000375  x   1.00020684  =   1.00021059
 AH6448
 AH6448:                Primary Azimuth Mark                     Grid Az
 AH6448:SPC LA S     -  IBB 02                                   117 10 49.6
 AH6448:UTM  15      -  IBB 02                                   116 21 40.8
 AH6448
 AH6448|---------------------------------------------------------------------|
 AH6448| PID    Reference Object                     Distance      Geod. Az  |
 AH6448|                                                           dddmmss.s |
 AH6448| AH6449 IBB 02                              APPROX. 0.8 KM 1172930.4 |
 AH6448|---------------------------------------------------------------------|
 AH6448
 AH6448                          SUPERSEDED SURVEY CONTROL
 AH6448
 AH6448  ELLIP H (12/17/98)  -23.80   (m)                       GP(       ) 4 2
 AH6448
 AH6448.Superseded values are not recommended for survey control.
 AH6448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6448.See file dsdata.txt to determine how the superseded data were derived.
 AH6448
 AH6448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2176374051(NAD 83)
 AH6448_MARKER: DD = SURVEY DISK
 AH6448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6448_STAMPING: IBB 01
 AH6448_MARK LOGO: LA-109
 AH6448_PROJECTION: FLUSH
 AH6448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6448+STABILITY: SURFACE MOTION
 AH6448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6448+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH6448
 AH6448  HISTORY     - Date     Condition        Report By
 AH6448  HISTORY     - 1996     MONUMENTED       MPHI
 AH6448
 AH6448                          STATION DESCRIPTION
 AH6448
 AH6448'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1996 (CSD)
 AH6448'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6448'24 FOR 1.1 MI (1.8 KM) TO INTERSECTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6448'57 AND TRAVEL SOUTH FOR 0.85 MI (1.37 KM) TO INTERSECTION WITH HWY 661
 AH6448'(VAN AVENUE). TURN RIGHT ON HWY 661 (VAN AVENUE) AND TRAVEL WEST FOR
 AH6448'0.9 MI (1.4 KM) TO INTERSECTION WITH INDUSTRIAL BLVD.  TURN LEFT ON
 AH6448'INDUSTRIAL BLVD. TO THE SOUTHWEST CORNER OF THE INTERSECTION AND THE
 AH6448'STATION IS ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6448'THE STATION IS 44.00 FT (13.41 M) SOUTHWEST FROM THE CENTERLINE OF
 AH6448'INDUSTRIAL BLVD., 50.20 FT (15.30 M) SOUTHEAST FROM THE CENTERLINE OF
 AH6448'SOUTH VAN AVENUE, 17.80 FT (5.43 M) EAST FROM THE POWER POLE WITH A
 AH6448'TRAFFIC CONTROLLER AND LIGHT, 10.50 FT (3.20 M) SOUTHEAST FROM THE
 AH6448'FIRE HYDRANT, AND 11.50 FT (3.51 M) SOUTHWEST FROM THE CATCH BAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6449 ***********************************************************************
 AH6449  DESIGNATION -  IBB 02
 AH6449  PID         -  AH6449
 AH6449  STATE/COUNTY-  LA/TERREBONNE
 AH6449  USGS QUAD   -  HOUMA (1980)
 AH6449
 AH6449                         *CURRENT SURVEY CONTROL
 AH6449  ___________________________________________________________________
 AH6449* NAD 83(1992)-  29 34 23.76140(N)    090 42 12.50640(W)     ADJUSTED  
 AH6449* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6449  **This station is located in a subsidence area (see below).
 AH6449  ___________________________________________________________________
 AH6449  X           -     -68,162.133 (meters)                     COMP
 AH6449  Y           -  -5,551,315.749 (meters)                     COMP
 AH6449  Z           -   3,129,308.588 (meters)                     COMP
 AH6449  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6449  ELLIP HEIGHT-         -24.26  (meters)          (02/21/02) GPS OBS
 AH6449  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AH6449
 AH6449  HORZ ORDER  -  FIRST
 AH6449  ELLP ORDER  -  FIFTH     CLASS I
 AH6449
 AH6449.The horizontal coordinates were established by GPS observations
 AH6449.and adjusted by the National Geodetic Survey in December 1998..
 AH6449
 AH6449 ** The orthometric height has not been validated since last determined
 AH6449 ** by differential leveling and should not be used for control purposes.
 AH6449 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6449 ** area with valid NAVD 88 orthometric heights.
 AH6449 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6449 ** epoch indicated which incorporates improved geoid heights for the
 AH6449 ** Southern Louisiana Subsidence area.
 AH6449 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6449.The orthometric height was determined by GPS observations and a
 AH6449.high-resolution geoid model.
 AH6449
 AH6449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6449
 AH6449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6449
 AH6449.The ellipsoidal height was determined by GPS observations
 AH6449.and is referenced to NAD 83.
 AH6449
 AH6449.The geoid height was determined by GEOID03.
 AH6449
 AH6449;                    North         East     Units Scale Factor Converg.
 AH6449;SPC LA S     -   119,134.355 1,061,027.957   MT  0.99995341   +0 18 53.8
 AH6449;SPC LA S     -   390,859.96  3,481,055.89   sFT  0.99995341   +0 18 53.8
 AH6449;UTM  15      - 3,273,702.570   722,466.886   MT  1.00021070   +1 08 02.0
 AH6449
 AH6449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6449!SPC LA S     -   1.00000381  x   0.99995341  =   0.99995722
 AH6449!UTM  15      -   1.00000381  x   1.00021070  =   1.00021451
 AH6449
 AH6449:                Primary Azimuth Mark                     Grid Az
 AH6449:SPC LA S     -  IBB 03                                   097 57 06.4
 AH6449:UTM  15      -  IBB 03                                   097 07 58.2
 AH6449
 AH6449|---------------------------------------------------------------------|
 AH6449| PID    Reference Object                     Distance      Geod. Az  |
 AH6449|                                                           dddmmss.s |
 AH6449| AH6450 IBB 03                              APPROX. 0.8 KM 0981600.2 |
 AH6449|---------------------------------------------------------------------|
 AH6449
 AH6449                          SUPERSEDED SURVEY CONTROL
 AH6449
 AH6449  ELLIP H (12/17/98)  -24.21   (m)                       GP(       ) 4 2
 AH6449
 AH6449.Superseded values are not recommended for survey control.
 AH6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6449.See file dsdata.txt to determine how the superseded data were derived.
 AH6449
 AH6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2246773703(NAD 83)
 AH6449_MARKER: DD = SURVEY DISK
 AH6449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6449_STAMPING: IBB 02
 AH6449_MARK LOGO: LA-109
 AH6449_PROJECTION: FLUSH
 AH6449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6449+STABILITY: SURFACE MOTION
 AH6449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6449+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH6449
 AH6449  HISTORY     - Date     Condition        Report By
 AH6449  HISTORY     - 1996     MONUMENTED       MPHI
 AH6449
 AH6449                          STATION DESCRIPTION
 AH6449
 AH6449'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1996 (CSD)
 AH6449'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6449'24 FOR 1.1 MI (1.8 KM) TO INTERSECTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6449'57 AND TRAVEL SOUTH FOR 0.85 MI (1.37 KM) TO INTERSECTION OF HWY 661
 AH6449'(VAN AVENUE). TURN RIGHT ON HWY 661 (VAN AVENUE) AND TRAVEL WEST FOR
 AH6449'0.9 MI (1.4 KM) TO INTERSECTION WITH INDUSTRIAL BLVD.  TURN LEFT ON
 AH6449'INDUSTRIAL BLVD. AND TRAVEL SOUTH FOR 0.5 MI (0.8 KM) AND THE STATION
 AH6449'IS ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6449'STATION IS 18.20 FT (5.55 M) SOUTH FROM THE CENTERLINE OF INDUSTRIAL
 AH6449'BLVD., 83.40 FT (25.42 M) EAST FROM THE CENTERLINE OF THE CONCRETE
 AH6449'DRIVEWAY, 79.80 FT (24.32 M) SOUTHEAST FROM THE POWER POLE WITH A
 AH6449'LIGHT, AND 78.50 FT (23.93 M) NORTHEAST FROM THE CORNER OF THE 6 FT
 AH6449'CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6450 ***********************************************************************
 AH6450  DESIGNATION -  IBB 03
 AH6450  PID         -  AH6450
 AH6450  STATE/COUNTY-  LA/TERREBONNE
 AH6450  USGS QUAD   -  HOUMA (1980)
 AH6450
 AH6450                         *CURRENT SURVEY CONTROL
 AH6450  ___________________________________________________________________
 AH6450* NAD 83(1992)-  29 34 20.21684(N)    090 41 44.60486(W)     ADJUSTED  
 AH6450* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6450  **This station is located in a subsidence area (see below).
 AH6450  ___________________________________________________________________
 AH6450  X           -     -67,411.867 (meters)                     COMP
 AH6450  Y           -  -5,551,379.569 (meters)                     COMP
 AH6450  Z           -   3,129,214.116 (meters)                     COMP
 AH6450  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6450  ELLIP HEIGHT-         -23.35  (meters)          (02/21/02) GPS OBS
 AH6450  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AH6450
 AH6450  HORZ ORDER  -  FIRST
 AH6450  ELLP ORDER  -  FIFTH     CLASS I
 AH6450
 AH6450.The horizontal coordinates were established by GPS observations
 AH6450.and adjusted by the National Geodetic Survey in December 1998..
 AH6450
 AH6450 ** The orthometric height has not been validated since last determined
 AH6450 ** by differential leveling and should not be used for control purposes.
 AH6450 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6450 ** area with valid NAVD 88 orthometric heights.
 AH6450 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6450 ** epoch indicated which incorporates improved geoid heights for the
 AH6450 ** Southern Louisiana Subsidence area.
 AH6450 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6450.The orthometric height was determined by GPS observations and a
 AH6450.high-resolution geoid model.
 AH6450
 AH6450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6450
 AH6450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6450
 AH6450.The ellipsoidal height was determined by GPS observations
 AH6450.and is referenced to NAD 83.
 AH6450
 AH6450.The geoid height was determined by GEOID03.
 AH6450
 AH6450;                    North         East     Units Scale Factor Converg.
 AH6450;SPC LA S     -   119,029.377 1,061,779.506   MT  0.99995353   +0 19 07.7
 AH6450;SPC LA S     -   390,515.55  3,483,521.60   sFT  0.99995353   +0 19 07.7
 AH6450;UTM  15      - 3,273,608.319   723,220.054   MT  1.00021485   +1 08 15.6
 AH6450
 AH6450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6450!SPC LA S     -   1.00000367  x   0.99995353  =   0.99995720
 AH6450!UTM  15      -   1.00000367  x   1.00021485  =   1.00021852
 AH6450
 AH6450:                Primary Azimuth Mark                     Grid Az
 AH6450:SPC LA S     -  IBB 04                                   098 12 40.6
 AH6450:UTM  15      -  IBB 04                                   097 23 32.7
 AH6450
 AH6450|---------------------------------------------------------------------|
 AH6450| PID    Reference Object                     Distance      Geod. Az  |
 AH6450|                                                           dddmmss.s |
 AH6450| AH6451 IBB 04                              APPROX. 0.8 KM 0983148.3 |
 AH6450| AH6449 IBB 02                              APPROX. 0.8 KM 2781614.0 |
 AH6450|---------------------------------------------------------------------|
 AH6450
 AH6450                          SUPERSEDED SURVEY CONTROL
 AH6450
 AH6450  ELLIP H (12/17/98)  -23.30   (m)                       GP(       ) 4 2
 AH6450
 AH6450.Superseded values are not recommended for survey control.
 AH6450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6450.See file dsdata.txt to determine how the superseded data were derived.
 AH6450
 AH6450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2322073608(NAD 83)
 AH6450_MARKER: DD = SURVEY DISK
 AH6450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6450_STAMPING: IBB 03
 AH6450_MARK LOGO: LA-109
 AH6450_PROJECTION: FLUSH
 AH6450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6450+STABILITY: SURFACE MOTION
 AH6450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6450+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 AH6450
 AH6450  HISTORY     - Date     Condition        Report By
 AH6450  HISTORY     - 1996     MONUMENTED       MPHI
 AH6450  HISTORY     - 20040621 GOOD             DEWDAV
 AH6450
 AH6450                          STATION DESCRIPTION
 AH6450
 AH6450'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1996 (CSD)
 AH6450'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6450'24 FOR 1.1 MI (1.8 KM) TO INTERSECTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6450'57 AND TRAVEL SOUTH FOR 0.85 MI (1.37 KM) TO INTERSECTION WITH HWY 661
 AH6450'(VAN AVENUE). TURN RIGHT ON HWY 661 (VAN AVENUE) AND TRAVEL WEST FOR
 AH6450'0.9 MI (1.4 KM) TO INTERSECTION WITH INDUSTRIAL BLVD.  TURN LEFT ON
 AH6450'INDUSTRIAL BLVD. AND TRAVEL SOUTH FOR 1.0 MI (1.6 KM) TO THE BRIDGE
 AH6450'AND THE STATION IS ON THE RIGHT. THE STATION IS A 2 INCH DISK IN
 AH6450'CONCRETE. THE STATION IS ON THE BRIDGE CURBING LOCATED ON THE
 AH6450'SOUTHEAST CORNER 1 FT ABOVE THE LEVEL OF THE ROAD.  THE STATION IS
 AH6450'16.30 FT (4.97 M) SOUTH FROM THE CENTERLINE OF INDUSTRIAL BLVD., 41.9
 AH6450'FT (12.8 M) NORTHWEST FROM THE POWER POLE, 61.7 FT (18.8 M) NORTHWEST
 AH6450'FROM THE POWER POLE, AND 50.2 FT (15.3 M) NORTHEAST FROM THE 45 DEGREE
 AH6450'BEND ON THE 16 INCH WATER LINE.
 AH6450
 AH6450                          STATION RECOVERY (2004)
 AH6450
 AH6450'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AH6450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6451 ***********************************************************************
 AH6451  DESIGNATION -  IBB 04
 AH6451  PID         -  AH6451
 AH6451  STATE/COUNTY-  LA/TERREBONNE
 AH6451  USGS QUAD   -  HOUMA (1980)
 AH6451
 AH6451                         *CURRENT SURVEY CONTROL
 AH6451  ___________________________________________________________________
 AH6451* NAD 83(1992)-  29 34 16.17363(N)    090 41 13.77552(W)     ADJUSTED  
 AH6451* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6451  **This station is located in a subsidence area (see below).
 AH6451  ___________________________________________________________________
 AH6451  X           -     -66,582.871 (meters)                     COMP
 AH6451  Y           -  -5,551,451.373 (meters)                     COMP
 AH6451  Z           -   3,129,106.044 (meters)                     COMP
 AH6451  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6451  ELLIP HEIGHT-         -22.94  (meters)          (02/21/02) GPS OBS
 AH6451  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH6451
 AH6451  HORZ ORDER  -  FIRST
 AH6451  ELLP ORDER  -  FIFTH     CLASS I
 AH6451
 AH6451.The horizontal coordinates were established by GPS observations
 AH6451.and adjusted by the National Geodetic Survey in December 1998..
 AH6451
 AH6451 ** The orthometric height has not been validated since last determined
 AH6451 ** by differential leveling and should not be used for control purposes.
 AH6451 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6451 ** area with valid NAVD 88 orthometric heights.
 AH6451 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6451 ** epoch indicated which incorporates improved geoid heights for the
 AH6451 ** Southern Louisiana Subsidence area.
 AH6451 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6451.The orthometric height was determined by GPS observations and a
 AH6451.high-resolution geoid model.
 AH6451
 AH6451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6451
 AH6451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6451
 AH6451.The ellipsoidal height was determined by GPS observations
 AH6451.and is referenced to NAD 83.
 AH6451
 AH6451.The geoid height was determined by GEOID03.
 AH6451
 AH6451;                    North         East     Units Scale Factor Converg.
 AH6451;SPC LA S     -   118,909.541 1,062,609.957   MT  0.99995368   +0 19 23.1
 AH6451;SPC LA S     -   390,122.39  3,486,246.17   sFT  0.99995368   +0 19 23.1
 AH6451;UTM  15      - 3,273,500.335   724,052.352   MT  1.00021944   +1 08 30.7
 AH6451
 AH6451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6451!SPC LA S     -   1.00000360  x   0.99995368  =   0.99995728
 AH6451!UTM  15      -   1.00000360  x   1.00021944  =   1.00022304
 AH6451
 AH6451:                Primary Azimuth Mark                     Grid Az
 AH6451:SPC LA S     -  IBB 03                                   278 12 40.4
 AH6451:UTM  15      -  IBB 03                                   277 23 32.8
 AH6451
 AH6451|---------------------------------------------------------------------|
 AH6451| PID    Reference Object                     Distance      Geod. Az  |
 AH6451|                                                           dddmmss.s |
 AH6451| AH6450 IBB 03                              APPROX. 0.8 KM 2783203.5 |
 AH6451|---------------------------------------------------------------------|
 AH6451
 AH6451                          SUPERSEDED SURVEY CONTROL
 AH6451
 AH6451  ELLIP H (12/17/98)  -22.88   (m)                       GP(       ) 4 2
 AH6451
 AH6451.Superseded values are not recommended for survey control.
 AH6451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6451.See file dsdata.txt to determine how the superseded data were derived.
 AH6451
 AH6451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2405273500(NAD 83)
 AH6451_MARKER: DD = SURVEY DISK
 AH6451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6451_STAMPING: IBB 04
 AH6451_MARK LOGO: LA-109
 AH6451_PROJECTION: FLUSH
 AH6451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6451+STABILITY: SURFACE MOTION
 AH6451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6451+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH6451
 AH6451  HISTORY     - Date     Condition        Report By
 AH6451  HISTORY     - 1996     MONUMENTED       MPHI
 AH6451
 AH6451                          STATION DESCRIPTION
 AH6451
 AH6451'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1996 (CSD)
 AH6451'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6451'24 FOR 1.1 MI (1.8 KM) TO INTERSECTION WITH HWY 57.  TURN RIGHT ON HWY
 AH6451'57 AND TRAVEL SOUTH FOR 0.85 MI (1.37 KM) TO INTERSECTION WITH HWY 661
 AH6451'(VAN AVENUE). TURN RIGHT ON HWY 661 (VAN AVENUE) AND TRAVEL WEST FOR
 AH6451'0.9 MI (1.4 KM) TO INTERSECTION OF INDUSTRIAL BLVD.  TURN LEFT ON
 AH6451'INDUSTRIAL BLVD. AND TRAVEL SOUTH FOR 1.5 MI (2.4 KM) AND THE STATION
 AH6451'IS ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6451'STATION IS 27.20 FT (8.29 M) SOUTH FROM THE CENTERLINE FROM INDUSTRIAL
 AH6451'BLVD., 33.20 FT (10.12 M) WEST FROM THE CENTERLINE OF DENLEY ROAD,
 AH6451'12.40 FT (3.78 M) NORTHEAST FROM THE POWER POLE, 86.50 FT (26.37 M)
 AH6451'SOUTHWEST FROM THE POWER POLE, AND 79.70 FT (24.29 M) SOUTHWEST FROM
 AH6451'THE 6 FT WOODEN FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2593 ***********************************************************************
 AU2593  DESIGNATION -  IBERIA
 AU2593  PID         -  AU2593
 AU2593  STATE/COUNTY-  LA/IBERIA
 AU2593  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2593
 AU2593                         *CURRENT SURVEY CONTROL
 AU2593  ___________________________________________________________________
 AU2593* NAD 83(1992)-  29 59 57.07766(N)    091 49 06.92605(W)     ADJUSTED  
 AU2593* NAVD 88     -         5.24   (+/-2cm)      17.2  **(feet)  VERTCON   
 AU2593  **This station is located in a subsidence area (see below).
 AU2593  ___________________________________________________________________
 AU2593  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2593  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AU2593
 AU2593  HORZ ORDER  -  FIRST
 AU2593  VERT ORDER  -  THIRD ? (See Below)
 AU2593
 AU2593.The horizontal coordinates were established by classical geodetic methods
 AU2593.and adjusted by the National Geodetic Survey in January 1993..
 AU2593
 AU2593 ** The orthometric height has not been validated since last determined
 AU2593 ** by differential leveling and should not be used for control purposes.
 AU2593 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2593 ** area with valid NAVD 88 orthometric heights.
 AU2593 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2593 ** epoch indicated which incorporates improved geoid heights for the
 AU2593 ** Southern Louisiana Subsidence area.
 AU2593 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2593.The vertical order pertains to the NGVD 29 superseded value.
 AU2593
 AU2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2593
 AU2593.The geoid height was determined by GEOID03.
 AU2593
 AU2593;                    North         East     Units Scale Factor Converg.
 AU2593;SPC LA S     -   166,275.564   953,182.570   MT  0.99992574   -0 14 33.5
 AU2593;SPC LA S     -   545,522.41  3,127,233.15   sFT  0.99992574   -0 14 33.5
 AU2593;UTM  15      - 3,319,282.834   613,949.201   MT  0.99976020   +0 35 26.7
 AU2593
 AU2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2593!SPC LA S     -   1.00000339  x   0.99992574  =   0.99992913
 AU2593!UTM  15      -   1.00000339  x   0.99976020  =   0.99976359
 AU2593
 AU2593:                Primary Azimuth Mark                     Grid Az
 AU2593:SPC LA S     -  NEW IBERIA POST OFFICE STEEPLE           020 12 42.9
 AU2593:UTM  15      -  NEW IBERIA POST OFFICE STEEPLE           019 22 42.7
 AU2593
 AU2593|---------------------------------------------------------------------|
 AU2593| PID    Reference Object                     Distance      Geod. Az  |
 AU2593|                                                           dddmmss.s |
 AU2593| BJ5135 NEW IBERIA POST OFFICE STEEPLE      416.269 METERS 0195809.4 |
 AU2593| AU1841 IBERIA RM 1                          77.316 METERS 04251     |
 AU2593| AU2591 NEW IBERIA TECHE RICE CO TANK       APPROX. 1.7 KM 0913044.1 |
 AU2593| AU2592 NEW IBERIA BOLDT PAPER CO STK       APPROX. 1.8 KM 0962511.4 |
 AU2593| AU1719 JEANERETTE RESET                    APPROX.13.2 KM 1282848.1 |
 AU2593| BJ5143 IBERIA 1931 RM 2                    176.109 METERS 31502     |
 AU2593| BJ5136 NEW IBERIA ST PETERS CATH CH        APPROX. 0.6 KM 3544948.2 |
 AU2593|---------------------------------------------------------------------|
 AU2593
 AU2593                          SUPERSEDED SURVEY CONTROL
 AU2593
 AU2593  NAD 83(1986)-  29 59 57.09853(N)    091 49 06.92041(W) AD(       ) 1
 AU2593  NAD 27      -  29 59 56.36776(N)    091 49 06.50113(W) AD(       ) 1
 AU2593  NGVD 29 (07/19/86)    5.25   (m)           17.2    (f) LEVELING    3  
 AU2593
 AU2593.Superseded values are not recommended for survey control.
 AU2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2593.See file dsdata.txt to determine how the superseded data were derived.
 AU2593
 AU2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1394919283(NAD 83)
 AU2593_MARKER: DS = TRIANGULATION STATION DISK
 AU2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2593
 AU2593  HISTORY     - Date     Condition        Report By
 AU2593  HISTORY     - 1931     MONUMENTED       CGS
 AU2593  HISTORY     - 1936     GOOD             LAGS
 AU2593  HISTORY     - 1938     GOOD             LAGS
 AU2593  HISTORY     - 1955     MARK NOT FOUND   CGS
 AU2593  HISTORY     - 1969     MARK NOT FOUND   CGS
 AU2593  HISTORY     - 19950503 GOOD             USPSQD
 AU2593
 AU2593                          STATION DESCRIPTION
 AU2593
 AU2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2593'IN THE TOWN OF NEW IBERIA IN THE HIGH SCHOOL GROUNDS.  TO
 AU2593'REACH FROM CENTER OF TOWN FOLLOW MAIN STREET (U.S. HIGHWAY 90)
 AU2593'TO JUNCTION WITH HIGHWAY 25 (CENTER STREET) LEADING SW, THENCE
 AU2593'ALONG THIS STREET 3 BLOCKS TO SCHOOLYARD JUST S OF MISSOURI
 AU2593'PACIFIC RAILROAD TRACKS.  STATION IS IN EASTERLY PART OF
 AU2593'GROUNDS IN ANGLE FORMED BY FENCES OF THE ATHLETIC FIELD AND
 AU2593'LOT ON THE E, 17.6 FEET N OF A HIGH BOARD FENCE AROUND ATHLETIC
 AU2593'FIELD, AND 17.8 FEET W OF PROPERTY-LINE FENCE.
 AU2593'
 AU2593'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2593'DISKS SET IN CONCRETE.
 AU2593'
 AU2593'REFERENCE MARK NO. 1 IS 141.55 FEET SE OF A HYDRANT ON SIDEWALK
 AU2593'JUST S OF THE RAILROAD TRACKS, 25.6 FEET S OF CENTER LINE
 AU2593'OF RAILROAD TRACKS, 2.2 FEET S OF CENTER LINE OF CEMENT
 AU2593'SIDEWALK AND 253.66 FEET FROM STATION N 42 DEG 51 MIN E.
 AU2593'
 AU2593'REFERENCE MARK NO. 2 IS IN CEMENT SIDEWALK ON THE E SIDE
 AU2593'OF CENTER STREET NEAR JUNCTION WITH A WALK LEADING INTO
 AU2593'SCHOOLYARD, AND 493 FEET FROM STATION N 44 DEG 58 MIN W
 AU2593'BEARING FROM STATION OF NEW IBERIA, ST. PETERS
 AU2593'CATHOLIC CHURCH, SPIRE IS N 5 DEG 10 MIN W.
 AU2593
 AU2593                          STATION RECOVERY (1936)
 AU2593
 AU2593'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AU2593'STATION RECOVERED AS DESCRIBED.
 AU2593
 AU2593                          STATION RECOVERY (1938)
 AU2593
 AU2593'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1938
 AU2593'STATION WAS FOUND IN GOOD CONDITION, AS DESCRIBED.
 AU2593
 AU2593                          STATION RECOVERY (1955)
 AU2593
 AU2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU2593'TRIANGULATION STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 AU2593'IT WAS PROBABLY DESTROYED WHEN THE NEW SCHOOL WAS BUILT.
 AU2593'
 AU2593'REFERENCE MARK 1 IS AT NEW IBERIA, 562 FT. SE OF THE CENTERLINE
 AU2593'OF CENTER STREET, AT THE NE EDGE OF THE HIGH SCHOOL GROUNDS,
 AU2593'141.5 FT. SE OF A FIRE HYDRANT, 101 FT. NE OF THE E CORNER
 AU2593'OF THE HIGH SCHOOL GYMNASIUM, 26 FT. SW OF THE CENTERLINE
 AU2593'OF PERSHING STREET, 2 FT. SW OF THE SW EDGE OF A SIDEWALK,
 AU2593'A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 AU2593'0.3 FT. BELOW THE GROUND, AND STAMPED IBERIA NO 1 1931.
 AU2593'
 AU2593'REFERENCE MARK 2 IS 24 FT. SE OF THE CENTERLINE OF CENTER
 AU2593'STREET, 325 FT. SW OF THE CENTERLINE OF PERSHING STREET,
 AU2593'1.4 FT. NE OF THE NE EDGE OF A SIDEWALK LEADING TO THE NW
 AU2593'ENTRANCE TO THE SCHOOL, A REFERENCE-MARK DISK, SET IN THE
 AU2593'TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED
 AU2593'IBERIA NO 2 1931.
 AU2593
 AU2593                          STATION RECOVERY (1969)
 AU2593
 AU2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 AU2593'THE STATION WAS REPORTED AS NOT RECOVERED BY HDR IN 1955.
 AU2593'
 AU2593'REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN GOOD CONDITION.
 AU2593'
 AU2593'R.M. 1 IS NEAR THE EAST CORNER OF THE LAWN OF THE NEW IBERIA
 AU2593'HIGH SCHOOL BUILDING, 190 YARDS SOUTHEAST OF THE CENTER OF THE
 AU2593'INTERSECTION OF CENTER AND PERSHING STREETS, 114-1/2 FEET
 AU2593'SOUTHEAST OF A FIRE HYDRANT, 83 FEET EAST OF THE EAST CORNER
 AU2593'FOR A ONE-STORY WING ALONG THE NORTHEAST SIDE OF THE BUILDING,
 AU2593'43 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY, 7.2 FEET
 AU2593'SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, ABOUT LEVEL WITH
 AU2593'THE STREETS AND SET IN THE TOP OF A CONCRETE POST 2 INCHES
 AU2593'BELOW THE LEVEL OF THE GROUND.
 AU2593'
 AU2593'R.M. 2 IS SET IN THE TOP OF THE SOUTHEASTEDGE OF THE SIDEWALK
 AU2593'ALONG THE SOUTHEAST EDGE OF CENTER STREET, 4.1 FEET SOUTHEAST
 AU2593'OF THE SOUTHEAST CURB OF CENTER STREET, 1.3 FEET NORTHEAST OF THE
 AU2593'NORTHEAST EDGE OF A CURVED SIDEWALK WHICH LEADS TO MAIN ENTRANCE
 AU2593'TO SCHOOL, 209 FEET SOUTHWEST OF BM (USE) DESCRIBED IN VERTICAL
 AU2593'QUAD 290914-LINE 107, 1/2 FOOT ABOVE THE LEVEL OF THE STREET
 AU2593'AND FLUSH WITH THE SIDEWALK.
 AU2593'
 AU2593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEW IBERIA
 AU2593
 AU2593                          STATION RECOVERY (1995)
 AU2593
 AU2593'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5141 ***********************************************************************
 BJ5141  DESIGNATION -  IBERIA 2
 BJ5141  PID         -  BJ5141
 BJ5141  STATE/COUNTY-  LA/IBERIA
 BJ5141  USGS QUAD   -  NEW IBERIA NORTH (1983)
 BJ5141
 BJ5141                         *CURRENT SURVEY CONTROL
 BJ5141  ___________________________________________________________________
 BJ5141* NAD 83(1992)-  30 00 01.73483(N)    091 49 08.64737(W)     ADJUSTED  
 BJ5141* NAVD 88     -         5.38   (+/-2cm)      17.7  **(feet)  VERTCON   
 BJ5141  **This station is located in a subsidence area (see below).
 BJ5141  ___________________________________________________________________
 BJ5141  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ5141  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ5141
 BJ5141  HORZ ORDER  -  FIRST
 BJ5141  VERT ORDER  -  THIRD ? (See Below)
 BJ5141
 BJ5141.The horizontal coordinates were established by classical geodetic methods
 BJ5141.and adjusted by the National Geodetic Survey in January 1993..
 BJ5141
 BJ5141 ** The orthometric height has not been validated since last determined
 BJ5141 ** by differential leveling and should not be used for control purposes.
 BJ5141 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5141 ** area with valid NAVD 88 orthometric heights.
 BJ5141 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5141 ** epoch indicated which incorporates improved geoid heights for the
 BJ5141 ** Southern Louisiana Subsidence area.
 BJ5141 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5141.The vertical order pertains to the NGVD 29 superseded value.
 BJ5141
 BJ5141.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5141
 BJ5141.The geoid height was determined by GEOID03.
 BJ5141
 BJ5141;                    North         East     Units Scale Factor Converg.
 BJ5141;SPC LA S     -   166,419.153   953,137.047   MT  0.99992574   -0 14 34.3
 BJ5141;SPC LA S     -   545,993.50  3,127,083.80   sFT  0.99992574   -0 14 34.3
 BJ5141;UTM  15      - 3,319,425.722   613,901.602   MT  0.99976006   +0 35 25.9
 BJ5141
 BJ5141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5141!SPC LA S     -   1.00000337  x   0.99992574  =   0.99992911
 BJ5141!UTM  15      -   1.00000337  x   0.99976006  =   0.99976343
 BJ5141
 BJ5141:                Primary Azimuth Mark                     Grid Az
 BJ5141:SPC LA S     -  IBERIA 2 AZ MK                           239 51 03.4
 BJ5141:UTM  15      -  IBERIA 2 AZ MK                           239 01 03.2
 BJ5141
 BJ5141|---------------------------------------------------------------------|
 BJ5141| PID    Reference Object                     Distance      Geod. Az  |
 BJ5141|                                                           dddmmss.s |
 BJ5141| CW1493 IBERIA 2 AZ MK                                     2393629.1 |
 BJ5141| BJ5143 IBERIA 1931 RM 2                     80.532 METERS 25630     |
 BJ5141| BJ5142 USE BLACK PIPE                       33.013 METERS 30523     |
 BJ5141|---------------------------------------------------------------------|
 BJ5141
 BJ5141                          SUPERSEDED SURVEY CONTROL
 BJ5141
 BJ5141  NAD 83(1986)-  30 00 01.75560(N)    091 49 08.64166(W) AD(       ) 1
 BJ5141  NAD 27      -  30 00 01.02386(N)    091 49 08.22115(W) AD(       ) 1
 BJ5141  NGVD 29 (07/19/86)    5.39   (m)           17.7    (f) LEVELING    3  
 BJ5141
 BJ5141.Superseded values are not recommended for survey control.
 BJ5141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5141.See file dsdata.txt to determine how the superseded data were derived.
 BJ5141
 BJ5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1390219426(NAD 83)
 BJ5141_MARKER: DS = TRIANGULATION STATION DISK
 BJ5141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5141
 BJ5141  HISTORY     - Date     Condition        Report By
 BJ5141  HISTORY     - 1969     MONUMENTED       CGS
 BJ5141  HISTORY     - 1974     GOOD             NGS
 BJ5141
 BJ5141                          STATION DESCRIPTION
 BJ5141
 BJ5141'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5141'THE STATION IS LOCATED IN THE TOWN OF NEW IBERIA AND IN THE NORTH
 BJ5141'PART OF THE NEW IBERIA JUNIOR HIGH SCHOOL GROUNDS AT PERSHING STREET
 BJ5141'AND CENTER STREET.
 BJ5141'
 BJ5141'STATION MARK IS A STANDARD DISK, STAMPED IBERIA 2 1969, SET IN THE
 BJ5141'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH.  IT
 BJ5141'IS 179 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 BJ5141'BUILDING, 141 FEET SOUTHEAST OF THE CENTERLINE OF CENTER STREET,
 BJ5141'123 FEET SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER AND 93
 BJ5141'FEET SOUTHWEST OF THE CENTERLINE OF PERSHING STREET.  THE
 BJ5141'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF
 BJ5141'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 BJ5141'
 BJ5141'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED IBERIA NO 2 1931,
 BJ5141'CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE EAST SIDE OF CENTER
 BJ5141'STREET.  IT IS 182 FEET WEST OF THE NORTHEAST CORNER OF THE SCHOOL
 BJ5141'BUILDING, 325 FEET SOUTHWEST OF THE CENTERLINE OF PERSHING STREET,
 BJ5141'24.5 FEET SOUTHEAST OF THE CENTERLINE OF CENTER STREET AND 21
 BJ5141'FEET NORTHEAST OF A 50-INCH OAK TREE.
 BJ5141'
 BJ5141'BM LEGION (USE) IS A 6-INCH ROUND BLACK PIPE WITH A CAP BRADDED TO
 BJ5141'THE TOP AND IS A U. S. ENGINEERS RIVER BOUNDARY MARKER, AND THERE IS
 BJ5141'NO STAMPING ON THE MARK.  IT IS 121 FEET SOUTHWEST OF THE
 BJ5141'CENTERLINE OF PERHSING STREET, 35 FEET SOUTHEAST OF THE CENTERLINE
 BJ5141'OF CENTER STREET AND 18 FEET SOUTH OF A POWER LINE POLE WITH
 BJ5141'TRANSFORMER.
 BJ5141'
 BJ5141'AZIMUTH MARK IS A STANDARD DISK, STAMPED IBERIA 2 1969, CEMENTED IN
 BJ5141'A DRILL HOLE IN THE SOUTHWEST EDGE OF A DRIVEWAY.  IT IS 22 FEET
 BJ5141'NORTH OF THE CENTERLINE OF CENTER STREET, 61 FEET NORTHEAST OF A
 BJ5141'POWER LINE POLE WITH A TRANSFORMER AND 7 FEET SOUTHEAST OF THE
 BJ5141'SOUTHEAST END OF A CHAIN LINK FENCE.  TO REACH THE MARK FROM THE
 BJ5141'STATION, GO WEST-SOUTHWEST ON CENTER STREET FOR 0.15 MILE TO THE
 BJ5141'MARK ON THE RIGHT IN DRIVEWAY.
 BJ5141'
 BJ5141'REFERENCE MARK 1 COULD NOT BE MEASURED OR A DIRECTION TAKEN DUE TO
 BJ5141'THE MARK BEING UNDER GARBAGE.
 BJ5141'
 BJ5141'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BJ5141
 BJ5141                          STATION RECOVERY (1974)
 BJ5141
 BJ5141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BJ5141'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 2 AND THE USE PIPE
 BJ5141'MARK WERE RECOVERED AS DESCRIBED IN THE 1969 DESCRIPTION AND IN GOOD
 BJ5141'CONDITION.  REFERENCE MARK 1 IS PRESUMED TO STILL BE UNDER THE
 BJ5141'GARBAGE PILE.
 BJ5141'
 BJ5141'NO MEASUREMENT BETWEEN MARKS DUE TO TREES ON LINE.
 BJ5141'
 BJ5141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NEW IBERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1236 ***********************************************************************
 AU1236  DESIGNATION -  ICE
 AU1236  PID         -  AU1236
 AU1236  STATE/COUNTY-  LA/LAFOURCHE
 AU1236  USGS QUAD   -  MINK BAYOU (1994)
 AU1236
 AU1236                         *CURRENT SURVEY CONTROL
 AU1236  ___________________________________________________________________
 AU1236* NAD 83(1992)-  29 19 18.06970(N)    090 14 21.11466(W)     ADJUSTED  
 AU1236* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU1236  **This station is located in a subsidence area (see below).
 AU1236  ___________________________________________________________________
 AU1236  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AU1236  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AU1236  DYNAMIC HT  -           0.2   (meters)       1.    (feet)  COMP
 AU1236  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 AU1236
 AU1236  HORZ ORDER  -  SECOND
 AU1236  VERT ORDER  -  THIRD (See Below)
 AU1236
 AU1236.The horizontal coordinates were established by classical geodetic methods
 AU1236.and adjusted by the National Geodetic Survey in January 1993..
 AU1236
 AU1236 ** The orthometric height has not been validated since last determined
 AU1236 ** by differential leveling and should not be used for control purposes.
 AU1236 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1236 ** area with valid NAVD 88 orthometric heights.
 AU1236 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1236 ** epoch indicated which incorporates improved geoid heights for the
 AU1236 ** Southern Louisiana Subsidence area.
 AU1236 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1236.The orthometric height was scaled from a topographic map.
 AU1236.The vertical order pertains to the first NAVD 88 superseded value.
 AU1236
 AU1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1236
 AU1236.The geoid height was determined by GEOID03.
 AU1236
 AU1236.The dynamic height is computed by dividing the NAVD 88
 AU1236.geopotential number by the normal gravity value computed on the
 AU1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1236.degrees latitude (g = 980.6199 gals.).
 AU1236
 AU1236.The modeled gravity was interpolated from observed gravity values.
 AU1236
 AU1236;                    North         East     Units Scale Factor Converg.
 AU1236;SPC LA S     -    91,588.735 1,106,277.439   MT  0.99999548   +0 32 49.5
 AU1236;SPC LA S     -   300,487.37  3,629,511.90   sFT  0.99999548   +0 32 49.5
 AU1236;UTM  15      - 3,246,791.472   768,119.452   MT  1.00048715   +1 21 10.1
 AU1236
 AU1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1236!SPC LA S     -   1.00000379  x   0.99999548  =   0.99999927
 AU1236!UTM  15      -   1.00000379  x   1.00048715  =   1.00049094
 AU1236
 AU1236|---------------------------------------------------------------------|
 AU1236| PID    Reference Object                     Distance      Geod. Az  |
 AU1236|                                                           dddmmss.s |
 AU1236| DD7240 ICE RM 1                             20.365 METERS 08144     |
 AU1236| AU1235 ICE RM 2                             18.046 METERS 17738     |
 AU1236| AU3011 RACK                                APPROX.10.5 KM 2545721.5 |
 AU1236| AU1233 A 221                                58.734 METERS 29110     |
 AU1236| AU1234 ICE RM 3                             20.422 METERS 30321     |
 AU1236| AU3494 ICE AZ MK                           441.600 METERS 3363007.5 |
 AU1236|---------------------------------------------------------------------|
 AU1236
 AU1236                          SUPERSEDED SURVEY CONTROL
 AU1236
 AU1236  NAD 83(1986)-  29 19 18.08509(N)    090 14 21.12388(W) AD(       ) 2
 AU1236  NAD 27      -  29 19 17.27400(N)    090 14 20.84100(W) AD(       ) 2
 AU1236  NAVD 88 (06/15/91)    0.294  (m)            0.96   (f) UNKNOWN     1 2
 AU1236  NGVD 29 (??/??/??)    0.254  (m)            0.83   (f) ADJUSTED    1 2
 AU1236
 AU1236.Superseded values are not recommended for survey control.
 AU1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1236.See file dsdata.txt to determine how the superseded data were derived.
 AU1236
 AU1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6811946791(NAD 83)
 AU1236_MARKER: DS = TRIANGULATION STATION DISK
 AU1236_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU1236_SP_SET: CLAY TILE IN EARTH
 AU1236_STAMPING: ICE 1934
 AU1236_MARK LOGO: CGS   
 AU1236_PROJECTION: RECESSED 8 CENTIMETERS
 AU1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1236+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AU1236_ROD/PIPE-DEPTH: 1.5  meters
 AU1236
 AU1236  HISTORY     - Date     Condition        Report By
 AU1236  HISTORY     - 1934     MONUMENTED       CGS
 AU1236  HISTORY     - 1952     GOOD             CGS
 AU1236  HISTORY     - 1965     GOOD             CGS
 AU1236  HISTORY     - 1965     GOOD             CGS
 AU1236  HISTORY     - 1979     GOOD             NGS
 AU1236  HISTORY     - 19791010 GOOD             NGS
 AU1236  HISTORY     - 1982     GOOD             NGS
 AU1236  HISTORY     - 19900124 GOOD             NGS
 AU1236  HISTORY     - 19910304 GOOD
 AU1236  HISTORY     - 19930224 GOOD             NGS
 AU1236
 AU1236                          STATION DESCRIPTION
 AU1236
 AU1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU1236'STATION IS ON THE W BANK OF BAYOU LAFOURCHE, ABOUT 5.4 MILES
 AU1236'NNW FROM LEESVILLE, APPROXIMATELY 1 MILE SOUTHWARD FROM THE
 AU1236'GULF ICE PLANT, MIDWAY IN THE STRIP OF LAND THAT LIES BETWEEN
 AU1236'THE BAYOU AND THE MAIN HIGHWAY ON THE W SIDE, AND SURROUNDED
 AU1236'BY CABBAGE PALMS AND WET MARSH.
 AU1236'
 AU1236'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU1236'SET IN CONCRETE IN THE TOP OF TILES.
 AU1236'
 AU1236'REFERENCE MARK NO. 1 IS 20.365 METERS (66.81 FEET) FROM THE
 AU1236'STATION N 81 DEG 44 MIN E.
 AU1236'
 AU1236'REFERENCE MARK NO. 2 IS 18.210 METERS (59.74 FEET) FROM
 AU1236'THE STATION S 01 DEG 58 MIN E.
 AU1236
 AU1236                          STATION RECOVERY (1952)
 AU1236
 AU1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU1236'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AU1236'REFERENCE MARK 2 SHOWS EVIDENCE OF HAVING BEEN STRUCK IN SOME
 AU1236'MANNER AND IS NOW LEANING TOWARDS THE STATION.  THE DISTANCES
 AU1236'TO THE REFERENCE MARKS WERE REMEASURED, AND THE DISTANCE TO
 AU1236'REFERENCE MARK 1 WAS FOUND TO BE CORRECT, BUT THE DISTANCE
 AU1236'TO REFERENCE MARK 2 IS NOW 59.15 FT. INSTEAD OF 59.74 FT.
 AU1236'AS REFERENCE MARK 1 IS NOW ONLY 3 FT. FROM THE BANK OF BAYOU
 AU1236'LAFOURCHE AND WILL SOON BE WASHED OUT, A NEW REFERENCE MARK
 AU1236'(REFERENCE MARK 3) WAS ESTABLISHED.
 AU1236'
 AU1236'STATION IS LOCATED 6.25 MI. SE ALONG STATE HIGHWAY 620 FROM
 AU1236'OUR LADY OF PROMPT SUCCOR CHURCH IN GOLDEN MEADOW, 5.4 MI.
 AU1236'NW OF THE N END OF THE SWING DRAWBRIDGE OVER BAYOU LAFOURCHE
 AU1236'AT LEEVILLE, BETWEEN THE HIGHWAY AND BAYOU LAFOURCHE AT THE
 AU1236'POINT WHERE THE HIGHWAY SWINGS IN CLOSE TO THE BAYOU, 94 FT.
 AU1236'E OF THE CENTERLINE OF THE HIGHWAY, 181 FT. S-SE OF THE THIRD
 AU1236'POWER POLE S OF A TURN POLE AT A CURVE IN THE HIGHWAY, 141
 AU1236'FT. N-NW OF THE FOURTH POWER POLE S OF THE SAME TURN POLE
 AU1236'IN THE POWER LINE, AND 1 FT. W OF A 4- BY 4-IN. WHITE WOODEN
 AU1236'WITNESS POST.  IT IS A STANDARD DISK, STAMPED ICE 1934
 AU1236'AND SET IN THE TOP OF A CONCRETE-FILLED 6-IN. TERRA-COTTA
 AU1236'TILE FLUSH WITH THE GROUND.
 AU1236'
 AU1236'REFERENCE MARK 1 IS 3 FT. W OF THE BANK OF BAYOU LAFOURCHE.
 AU1236'IT IS A STANDARD DISK, STAMPED ICE NO 1 1934 AND SET IN
 AU1236'THE TOP OF A CONCRETE-FILLED 6-IN. TERRA-COTTA TILE PROJECTING
 AU1236'2 IN. ABOVE THE GROUND.
 AU1236'
 AU1236'REFERENCE MARK 2 IS 84.5 FT. N-NW OF THE FOURTH POWER POLE
 AU1236'S OF THE TURN POLE IN THE POWER LINE AT A CURVE IN THE HIGHWAY,
 AU1236'76 FT. E-SE OF THE CENTERLINE OF THE HIGHWAY, AND 2.0 FT.
 AU1236'W OF A 4-BY 4-IN. WHITE WOODEN WITNESS POST STENCILED USBM.
 AU1236'IT IS A STANDARD DISK, STAMPED ICE NO 2 1934 AND SET IN THE TOP
 AU1236'OF A CONCRETE-FILLED 6-IN. TERRA-COTTA TILE WHICH IS LEANING
 AU1236'TOWARDS THE STATION AND IS NEARLY FLUSH WITH THE GROUND.
 AU1236'
 AU1236'REFERENCE MARK 3 IS 115 FT. E-SE OF COAST GUARD TELEPHONE
 AU1236'POLE NO. 187 T, 54 FT. E-SE OF THE CENTERLINE OF THE HIGHWAY,
 AU1236'AND 3 FT. SE OF A 4- BY 4-IN. WHITE WOODEN WITNESS POST
 AU1236'STENCILED USBM.  IT IS A STANDARD DISK, STAMPED ICE NO 3 1952
 AU1236'AND SET IN THE TOP OF A CONCRETE-FILLED 6-IN. CONCRETE PIPE
 AU1236'PROJECTING 8 IN. ABOVE THE GROUND.
 AU1236'
 AU1236'THE AZIMUTHS AND DISTANCES TO THE REFERENCE MARKS ARE LISTED
 AU1236'BELOW.  ALL DISTANCES ARE AS MEASURED IN 1952.  THE AZIMUTH
 AU1236'LISTED FOR REFERENCE MARK 1 IS THE PUBLISHED AZIMUTH, WHILE
 AU1236'THE AZIMUTHS LISTED FOR REFERENCE MARKS 2 AND 3 ARE FROM
 AU1236'THE 1952 OBSERVATIONS AND COMPUTED FROM THE PUBLISHED AZIMUTH
 AU1236'TO REFERENCE MARK 1.  CHECK MEASUREMENTS TO REFERENCE MARKS
 AU1236'1 AND 2 (OF BOTH DIRECTION AND DISTANCE) VERIFIED THE VISUAL
 AU1236'EVIDENCE THAT REFERENCE MARK 2 HAS BEEN DISTURBED.
 AU1236
 AU1236                          STATION RECOVERY (1965)
 AU1236
 AU1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1236'THE STATION MARK, STAMPED ICE 1934, IS ABOUT 4.95 MILES SOUTH
 AU1236'ALONG STATE HIGHWAY 1 FROM THE GOLDEN MEADOW HIGH SCHOOL IN
 AU1236'GOLDEN MEADOW, IN FRACTIONAL SECTION 28, T 20 S, R 22 E,
 AU1236'3-1/2 POWER POLES SOUTHEAST OF THE THIRD POWER POLE WHICH IS
 AU1236'SOUTHEAST OF A TURN POLE IN A ROW OF POWER POLES, 94 FEET
 AU1236'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 59 FEET
 AU1236'NORTH-NORTHWEST OF ICE R.M. 2, 67 FEET EAST-SOUTHEAST OF ICE
 AU1236'R.M. 3, 48 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AU1236'LAFOURCHE BAYOU, 15 FEET NORTHEAST OF A ROW OF POWER POLES, 1.8
 AU1236'FEET NORTHEAST OF A WOODEN WITNESS POST, AND SET IN TOP
 AU1236'OF A 6-INCH TILE FILLED WITH CONCRETE AND FLUSH WITH
 AU1236'THE GROUND.
 AU1236'
 AU1236'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU1236'
 AU1236'R.M. 2, STAMPED, ICE NO 2 1934, 59 FEET SOUTH-SOUTHEAST OF
 AU1236'ICE 1934, 84 FEET NORTHWEST OF THE FOURTH POWER POLE WHICH
 AU1236'IS SOUTHEAST OF A TURN POLE IN A ROW OF POWER POLES, 76 FEET
 AU1236'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHWEST
 AU1236'OF A ROW OF POWER POLES, 1.8 FEET SOUTHEAST OF A WOODEN
 AU1236'WITNESS POST, AND SET IN THE TOP OF A 6-INCH TILE FILLED
 AU1236'WITH CONCRETE AND IS FLUSH WITH THE GROUND.
 AU1236'
 AU1236'R.M. 3, STAMPED ICE NO 3 1952, 67 FEET WEST-NORTHWEST OF ICE
 AU1236'1934, 128 FEET EAST OF AND ACROSS THE HIGHWAY FROM BENCH MARK
 AU1236'A 221 1965, 54 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 AU1236'2.4 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT 1-1/2 FEET
 AU1236'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 AU1236'6-INCH TILE PIPE FILLED WITH CONCRETE AND PROJECTING 7 INCHES.
 AU1236
 AU1236                          STATION RECOVERY (1965)
 AU1236
 AU1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1236'4.95 MI S FROM GOLDEN MEADOW.
 AU1236'4.95 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE GOLDEN MEADOW HIGH
 AU1236'SCHOOL IN GOLDEN MEADOW, IN FRACTIONAL SECTION 28, T 20 S, R 22 E, 3
 AU1236'1/2 POWER POLES SOUTHEAST OF THE THIRD POWER POLE WHICH IS SOUTHEAST
 AU1236'OF A TURN POLE IN A ROW OF POWER POLES, 94 FEET NORTHEAST OF THE
 AU1236'CENTER LINE OF THE HIGHWAY, 59 FEET NORTH-NORTHWEST OF ICE R.M. 2, 67
 AU1236'FEET EAST-SOUTHEAST OF ICE R.M. 3, 48 FEET SOUTHWEST OF THE SOUTHWEST
 AU1236'EDGE OF THE LAFOURCHE BAYOU, 15 FEET NORTHEAST OF A ROW OF POWER
 AU1236'POLES, 1.8 FEET NORTHEAST OF A WOODEN WITNESS POST, AND SET IN THE TOP
 AU1236'OF A 6-INCH TILE FILLED WITH CONCRETE AND FLUSH WITH THE GROUND.
 AU1236
 AU1236                          STATION RECOVERY (1979)
 AU1236
 AU1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AU1236'THE BENCH MARK IS 22.5 FEET SOUTHEAST OF A POWER POLE.4 INCHES BELOW
 AU1236'THE GROUND SURFACE.
 AU1236
 AU1236                          STATION RECOVERY (1979)
 AU1236
 AU1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AU1236'THE STATION MARK, REFERENCE MARK NO 3 AND REFERENCE MARK NO 2 WERE
 AU1236'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 AU1236'THE REFERENCE MARK DID NOT CHECK THE 1952 DATA, THIS DATE AN AZIMUTH
 AU1236'MARK WAS ESTABLISHED AND A POLARIS OBSERVATION WAS MADE.
 AU1236' 
 AU1236'THE 1952 PUBLISHED DISTANCE TO REFERENCE MARK NO 3 IN METER IS IN
 AU1236'ERROR.  THE METERS SHOULD BE 20.4429 TO COMPARE WITH THE FEET DISTANCE
 AU1236'IN 1952 AND THIS DATES MEASUREMENTS.
 AU1236' 
 AU1236'A NEW COMPLETE DESCRIPTION FOLLOWS.
 AU1236' 
 AU1236'THE STATION IS GOLDEN MEADOW, LA MARIVE PROTEIN, INC WATER TANK.
 AU1236' 
 AU1236'THE STATION IS LOCATED ABOUT 4.95 MILES SOUTH OF GOLDEN MEADOW AND
 AU1236'ABOUT 4.8 MILES NORTH OF LEEVILLE, IN FRACTIONAL SECTION 28, T20S,
 AU1236'R22E, AND NEAR THE WEST EDGE OF BAYOU LAFOURCHE.
 AU1236' 
 AU1236'TO REACH FROM THE BOUDREAX MOTEL IN LEEVILLE, GO NORTHERLY ON STATE
 AU1236'HIGHWAY 1 FOR 4.8 MILES TO THE STATION MARK ON THE RIGHT.
 AU1236' 
 AU1236'THE STATION IS A STANDARD CGS DISK STAMPED--ICE 1934--, SET INTO A
 AU1236'6-INCH TILE FILLED WITH CONCRETE AND 4 INCHES BELOW THE GROUND SURFACE
 AU1236'LOCATED 94 FEET E FROM THE CENTER OF THE HIGHWAY, 30 FT W FROM THE
 AU1236'WEST EDGE OF BAYOU LAFOURCHE, 22.5 FT SE FROM A POWER POLE, AND 2 FT E
 AU1236'FROM A METAL WITNESS POST.
 AU1236' 
 AU1236'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--ICE NO 2 1934--,
 AU1236'SET INTO THE TOP OF A 6-INCH TERRA COTTA TILE FILLED WITH CONCRETE AND
 AU1236'IS FLUSH WITH THE GROUND LOCATED 59 FT SSW FROM A METAL WITNESS POST,
 AU1236'76 FT E FROM THE CENTER OF THE HIGHWAY, AND 73.5 FT S FROM THE POWER
 AU1236'POLE.
 AU1236' 
 AU1236'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--ICE NO 3 1952--,
 AU1236'SET INTO THE TOP OF A 6-INCH CONCRETE PIPE FILLED WITH CONCRETE AND IS
 AU1236'FLUSH WITH THE GROUND SURFACE LOCATED 3 FT NE FROM A WOODEN WITNESS
 AU1236'POST, 44.8 FT NW FROM THE POWER POLE, AND 54 FT E FROM THE CENTER OF
 AU1236'THE HIGHWAY.
 AU1236' 
 AU1236'BENCH MARK--A221 1965--, SET INTO THE TOP OF A SQUARE CONCRETE
 AU1236'MONUMENT ON SIDE PROJECTING 6 INCHES ABOVE THE GROUND LOCATED 52 FT W
 AU1236'FROM THE CENTER OF HIGHWAY 1 AND 1.4 FT W FROM A WOODEN WITNESS POST.
 AU1236' 
 AU1236'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--ICE 1934 1979--, SET INTO
 AU1236'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 3 INCHES BELOW THE
 AU1236'GROUND LOCATED 74 FT NE FROM THE SOUTHEAST CORNER OF (NOONIES IMPORTS)
 AU1236'ELEVATED METAL BUILDING, 40 FT SE FROM THE NORTHEAST CORNER OF THE
 AU1236'BUILDING, AND 4 FT W FROM A WATER HYDRANT SURROUNDED BY 3 8-INCH IRON
 AU1236'PIPES.
 AU1236' 
 AU1236'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ON STATE
 AU1236'HIGHWAY 1 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, 59 FEET WEST
 AU1236'OF THE HIGHWAY.
 AU1236
 AU1236                          STATION RECOVERY (1982)
 AU1236
 AU1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1236'THE MARK IS 0.61 M BELOW HIGHWAY.
 AU1236'8.7 KILOMETERS
 AU1236'(5.4 MILES) SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN GOLDEN
 AU1236'MEADOW, TO THE MARK ON THE LEFT, ALSO 8.9 KILOMETERS (5.5 MILES)
 AU1236'NORTH-NORTHWEST FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER
 AU1236'LAFOURCHE BAYOU IN LEEVILLE, 28.65 METERS (94.0 FEET) NORTHEAST OF THE
 AU1236'CENTER LINE OF THE HIGHWAY, 6.70 METERS (22.0 FEET) SOUTH-SOUTHEAST OF
 AU1236'A UTILITY POLE, 14.63 METERS (48.0 FEET) SOUTHWEST OF THE SOUTHWEST
 AU1236'BANK OF THE LAFOURCHE BAYOU.
 AU1236'THE MARK IS 0.55 METERS  ESE FROM A WITNESS POST.
 AU1236
 AU1236                          STATION RECOVERY (1990)
 AU1236
 AU1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU1236'THE STATION IS LOCATED ABOUT 8.36 KM (5.19 MI) SOUTH OF GOLDEN MEADOW,
 AU1236'9.65 KM (6.00 MI) NORTH OF LEEVILLE, ON THE EAST SIDE OF STATE
 AU1236'HIGHWAY 1 AND ALONG THE WEST BANK OF BAYOU LAFOURCHE.
 AU1236'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION, P.O. BOX 94245,
 AU1236'BAYON ROUGE, LA 70804.  PHONE 504-379-1850.
 AU1236'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND THE WEST
 AU1236'END OF THE BRIDGE OVER BAYOU LAFOURCHE IN GOLDEN MEADOW, GO SOUTH ON
 AU1236'STATE HIGHWAY 1 FOR 8.36 KM (5.19 MI) TO THE STATION ON THE RIGHT.
 AU1236'THE STATION IS 8-INCHES BELOW THE LEVEL OF THE MARSH LOCATED 28.8 M
 AU1236'(94.5 FT) EAST OF THE CENTER OF HIGHWAY 1, 20.5 M (67.3 FT) SOUTHEAST
 AU1236'OF ICE RM 3, 6.75 M (22.15 FT) SOUTHEAST OF A POWER POLE WITH TWO GUY
 AU1236'WIRES, 1.3 M (4.3 FT) WEST OF THE WEST BANK OF THE BAYOU, 0.4 M
 AU1236'(1.3 FT) EAST OF A WOODEN WITNESS POST AND 0.3 M (1.0 FT) NORTH OF A
 AU1236'FIBERGLASS WITNESS POST.
 AU1236
 AU1236                          STATION RECOVERY (1991)
 AU1236
 AU1236'RECOVERED 1991
 AU1236'RECOVERED IN GOOD CONDITION.
 AU1236
 AU1236                          STATION RECOVERY (1993)
 AU1236
 AU1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1236'8.1 KM (5.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 AU1236'JUNCTION OF STATE HIGHWAY 308 IN GOLDEN MEADOW, IN A MARSH, 28.8 M
 AU1236'(94.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT)
 AU1236'SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AU1236'HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A WOOD POST AND THE WATER EDGE,
 AU1236'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2
 AU1236'M (0.7 FT) ABOVE THE LEVEL OF THE MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1235 ***********************************************************************
 AU1235  DESIGNATION -  ICE RM 2
 AU1235  PID         -  AU1235
 AU1235  STATE/COUNTY-  LA/LAFOURCHE
 AU1235  USGS QUAD   -  MINK BAYOU (1994)
 AU1235
 AU1235                         *CURRENT SURVEY CONTROL
 AU1235  ___________________________________________________________________
 AU1235* NAD 83(1992)-  29 19 17.48407(N)    090 14 21.08710(W)     ADJUSTED  
 AU1235* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU1235  **This station is located in a subsidence area (see below).
 AU1235  ___________________________________________________________________
 AU1235  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AU1235  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AU1235  DYNAMIC HT  -           0.3   (meters)       1.    (feet)  COMP
 AU1235  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 AU1235
 AU1235  HORZ ORDER  -  THIRD
 AU1235  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1235
 AU1235.The horizontal coordinates were established by classical geodetic methods
 AU1235.and adjusted by the National Geodetic Survey in January 1993..
 AU1235
 AU1235 ** The orthometric height has not been validated since last determined
 AU1235 ** by differential leveling and should not be used for control purposes.
 AU1235 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1235 ** area with valid NAVD 88 orthometric heights.
 AU1235 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1235 ** epoch indicated which incorporates improved geoid heights for the
 AU1235 ** Southern Louisiana Subsidence area.
 AU1235 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1235.The orthometric height was scaled from a topographic map.
 AU1235.The vertical order pertains to the NGVD 29 superseded value.
 AU1235
 AU1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1235
 AU1235.The geoid height was determined by GEOID03.
 AU1235
 AU1235.The dynamic height is computed by dividing the NAVD 88
 AU1235.geopotential number by the normal gravity value computed on the
 AU1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1235.degrees latitude (g = 980.6199 gals.).
 AU1235
 AU1235.The modeled gravity was interpolated from observed gravity values.
 AU1235
 AU1235;                    North         East     Units Scale Factor Converg.
 AU1235;SPC LA S     -    91,570.712 1,106,278.355   MT  0.99999551   +0 32 49.5
 AU1235;SPC LA S     -   300,428.24  3,629,514.90   sFT  0.99999551   +0 32 49.5
 AU1235;UTM  15      - 3,246,773.455   768,120.622   MT  1.00048716   +1 21 10.1
 AU1235
 AU1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1235!SPC LA S     -   1.00000378  x   0.99999551  =   0.99999929
 AU1235!UTM  15      -   1.00000378  x   1.00048716  =   1.00049094
 AU1235
 AU1235                          SUPERSEDED SURVEY CONTROL
 AU1235
 AU1235  NAD 83(1986)-  29 19 17.49947(N)    090 14 21.09632(W) AD(       ) 3
 AU1235  NGVD 29 (??/??/??)    0.250  (m)            0.82   (f) ADJUSTED    1 2
 AU1235
 AU1235.Superseded values are not recommended for survey control.
 AU1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1235.See file dsdata.txt to determine how the superseded data were derived.
 AU1235
 AU1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6812146773(NAD 83)
 AU1235_MARKER: DR = REFERENCE MARK DISK
 AU1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AU1235_SP_SET: TILE
 AU1235_STAMPING: ICE NO. 2 1934
 AU1235_MARK LOGO: CGS   
 AU1235_PROJECTION: RECESSED 24 CENTIMETERS
 AU1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1235_ROD/PIPE-DEPTH: 1.5  meters
 AU1235
 AU1235  HISTORY     - Date     Condition        Report By
 AU1235  HISTORY     - 1934     MONUMENTED       CGS
 AU1235  HISTORY     - 1965     GOOD             CGS
 AU1235  HISTORY     - 1979     GOOD             NGS
 AU1235  HISTORY     - 1982     GOOD             NGS
 AU1235  HISTORY     - 19930223 MARK NOT FOUND   NGS
 AU1235
 AU1235                          STATION DESCRIPTION
 AU1235
 AU1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1235'4.95 MI S FROM GOLDEN MEADOW.
 AU1235'4.95 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE GOLDEN MEADOW HIGH
 AU1235'SCHOOL AT GOLDEN MEADOW, IN FRACTIONAL SECTION 28, T 20 S, R 22 E,
 AU1235'84.5 FEET NORTHWEST OF THE FOURTH POWER POLE WHICH IS SOUTHEAST OF A
 AU1235'TURN POLE IN A ROW OF POWER POLES, 76 FEET NORTHEAST OF THE CENTER
 AU1235'LINE OF THE HIGHWAY, 59 FEET SOUTH-SOUTHEAST OF ICE 1934 TRIANGULATION
 AU1235'STATION, 6 FEET SOUTHWEST OF A ROW OF POWER POLES, 1.8 FEET SOUTHEAST
 AU1235'OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A 6-INCH TILE FILLED
 AU1235'WITH CONCRETE AND IS FLUSH WITH THE GROUND.
 AU1235
 AU1235                          STATION RECOVERY (1979)
 AU1235
 AU1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AU1235'73.5 FEET SOUTH OF A POWER POLE.
 AU1235
 AU1235                          STATION RECOVERY (1982)
 AU1235
 AU1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1235'8.7 KILOMETERS
 AU1235'(5.4 MILES) SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN GOLDEN
 AU1235'MEADOW, TO THE MARK ON THE LEFT, 23.16 METERS (76.0 FEET) EAST OF THE
 AU1235'CENTER LINE OF THE HIGHWAY, 22.25 METERS (73.0 FEET) SOUTH OF A
 AU1235'UTILITY POLE, 9.14 METERS (30.0 FEET) WEST OF THE WEST BANK OF
 AU1235'LAFOURCHE BAYOU, 17.98 METERS (59.0 FEET) SOUTH-SOUTHWEST OF STATION
 AU1235'ICE 1934.
 AU1235'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 AU1235'THE MARK IS 0.61 M BELOW HIGHWAY.
 AU1235
 AU1235                          STATION RECOVERY (1993)
 AU1235
 AU1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1856 ***********************************************************************
 BW1856  DESIGNATION -  IDA 15 115 RM 2
 BW1856  PID         -  BW1856
 BW1856  STATE/COUNTY-  LA/CONCORDIA
 BW1856  USGS QUAD   -  SPOKANE (1976)
 BW1856
 BW1856                         *CURRENT SURVEY CONTROL
 BW1856  ___________________________________________________________________
 BW1856* NAD 83(1986)-  31 39 23.     (N)    091 25 16.     (W)     SCALED    
 BW1856* NAVD 88     -        22.341  (meters)      73.30   (feet)  ADJUSTED  
 BW1856  ___________________________________________________________________
 BW1856  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW1856  DYNAMIC HT  -          22.314 (meters)      73.21  (feet)  COMP
 BW1856  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 BW1856  OBS GRAVITY -     979,454.3   (mgal)                       GRAV_OBS
 BW1856
 BW1856  VERT ORDER  -  FIRST     CLASS II
 BW1856
 BW1856.The horizontal coordinates were scaled from a topographic map and have
 BW1856.an estimated accuracy of +/- 6 seconds.
 BW1856
 BW1856.The orthometric height was determined by differential leveling
 BW1856.and adjusted by the National Geodetic Survey in February 1994..
 BW1856
 BW1856.The geoid height was determined by GEOID03.
 BW1856
 BW1856.The dynamic height is computed by dividing the NAVD 88
 BW1856.geopotential number by the normal gravity value computed on the
 BW1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1856.degrees latitude (g = 980.6199 gals.).
 BW1856
 BW1856.The modeled gravity was interpolated from observed gravity values.
 BW1856.The observed gravity was obtained from relative gravimeter ties
 BW1856.to the IGSN71 gravity network.
 BW1856
 BW1856;                    North         East    Units  Estimated Accuracy
 BW1856;SPC LA N     -   128,720.    1,102,320.      MT  (+/- 180 meters Scaled)
 BW1856
 BW1856                          SUPERSEDED SURVEY CONTROL
 BW1856
 BW1856  NAVD 88 (06/15/91)   22.356  (m)           73.35   (f) UNKNOWN     1 2
 BW1856  NGVD 29 (??/??/??)   22.345  (m)           73.31   (f) ADJUSTED    1 2
 BW1856
 BW1856.Superseded values are not recommended for survey control.
 BW1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1856.See file dsdata.txt to determine how the superseded data were derived.
 BW1856
 BW1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR496034(NAD 83)
 BW1856_MARKER: DB = BENCH MARK DISK
 BW1856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1856_SP_SET: STAINLESS STEEL ROD
 BW1856_STAMPING: H 337 1979
 BW1856_PROJECTION: RECESSED 3 CENTIMETERS
 BW1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1856_ROD/PIPE-DEPTH: 7.62 meters
 BW1856
 BW1856  HISTORY     - Date     Condition        Report By
 BW1856  HISTORY     - 1959     MONUMENTED       CGS
 BW1856
 BW1856                          STATION DESCRIPTION
 BW1856
 BW1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BW1856'1.85 MI SW FROM LAKE ST JOHN.
 BW1856'1.85 MILES SOUTHWEST ALONG STATE ROUTE 3196(A GRAVEL ROAD PARALLELING
 BW1856'THE LEVEE) FROM THE JUNCTION OF STATE HIGHWAY 569 AT THE SOUTHEAST END
 BW1856'OF LAKE ST. JOHN, TO A CATTLE GUARD AND THE MARK ON THE LEFT, 0.3 MILE
 BW1856'SOUTHWEST OF A SMALL CHURCH, 0.05 MILE NORTHEAST OF A DIRT DRIVEWAY
 BW1856'LEADING NORTHWEST TO A ONE STORY HOUSE, 36 FEET SOUTHEAST OF THE
 BW1856'CENTER OF THE CATTLE GUARD AND THE HIGHWAY, 1.5 FEET EAST OF A FENCE
 BW1856'POST, 1 FOOT NORTHEAST OF A WIRE FENCE THAT LEADS SOUTHEAST TO THE TOP
 BW1856'OF THE LEVEE.
 BW1856'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BW1856'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6190 ***********************************************************************
 AH6190  DESIGNATION -  IDLE
 AH6190  PID         -  AH6190
 AH6190  STATE/COUNTY-  LA/TERREBONNE
 AH6190  USGS QUAD   -  GRAY (1980)
 AH6190
 AH6190                         *CURRENT SURVEY CONTROL
 AH6190  ___________________________________________________________________
 AH6190* NAD 83(1992)-  29 38 25.38845(N)    090 45 35.85642(W)     ADJUSTED  
 AH6190* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6190  **This station is located in a subsidence area (see below).
 AH6190  ___________________________________________________________________
 AH6190  X           -     -73,586.231 (meters)                     COMP
 AH6190  Y           -  -5,547,571.667 (meters)                     COMP
 AH6190  Z           -   3,135,777.629 (meters)                     COMP
 AH6190  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6190  ELLIP HEIGHT-         -23.01  (meters)          (02/21/02) GPS OBS
 AH6190  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6190
 AH6190  HORZ ORDER  -  FIRST
 AH6190  ELLP ORDER  -  FIFTH     CLASS I
 AH6190
 AH6190.The horizontal coordinates were established by GPS observations
 AH6190.and adjusted by the National Geodetic Survey in December 1998..
 AH6190
 AH6190 ** The orthometric height has not been validated since last determined
 AH6190 ** by differential leveling and should not be used for control purposes.
 AH6190 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6190 ** area with valid NAVD 88 orthometric heights.
 AH6190 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6190 ** epoch indicated which incorporates improved geoid heights for the
 AH6190 ** Southern Louisiana Subsidence area.
 AH6190 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6190.The orthometric height was determined by GPS observations and a
 AH6190.high-resolution geoid model.
 AH6190
 AH6190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6190
 AH6190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6190
 AH6190.The ellipsoidal height was determined by GPS observations
 AH6190.and is referenced to NAD 83.
 AH6190
 AH6190.The geoid height was determined by GEOID03.
 AH6190
 AH6190;                    North         East     Units Scale Factor Converg.
 AH6190;SPC LA S     -   126,544.971 1,055,517.760   MT  0.99994541   +0 17 12.1
 AH6190;SPC LA S     -   415,172.96  3,462,977.85   sFT  0.99994541   +0 17 12.1
 AH6190;UTM  15      - 3,281,035.348   716,849.783   MT  1.00018024   +1 06 29.7
 AH6190
 AH6190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6190!SPC LA S     -   1.00000361  x   0.99994541  =   0.99994902
 AH6190!UTM  15      -   1.00000361  x   1.00018024  =   1.00018385
 AH6190
 AH6190:                Primary Azimuth Mark                     Grid Az
 AH6190:SPC LA S     -  NBTB 09                                  341 49 41.1
 AH6190:UTM  15      -  NBTB 09                                  341 00 23.5
 AH6190
 AH6190|---------------------------------------------------------------------|
 AH6190| PID    Reference Object                     Distance      Geod. Az  |
 AH6190|                                                           dddmmss.s |
 AH6190| AH6434 NBTB 09                             APPROX. 0.6 KM 3420653.2 |
 AH6190|---------------------------------------------------------------------|
 AH6190
 AH6190                          SUPERSEDED SURVEY CONTROL
 AH6190
 AH6190  ELLIP H (12/17/98)  -22.96   (m)                       GP(       ) 4 2
 AH6190
 AH6190.Superseded values are not recommended for survey control.
 AH6190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6190.See file dsdata.txt to determine how the superseded data were derived.
 AH6190
 AH6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1685081035(NAD 83)
 AH6190_MARKER: I = METAL ROD
 AH6190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6190_STAMPING: IDLE
 AH6190_MARK LOGO: LA-109
 AH6190_PROJECTION: RECESSED 10 CENTIMETERS
 AH6190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6190+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6190_ROD/PIPE-DEPTH: 18.3 meters
 AH6190_SLEEVE-DEPTH  :  0.9 meters
 AH6190
 AH6190  HISTORY     - Date     Condition        Report By
 AH6190  HISTORY     - 1995     MONUMENTED       MPHI
 AH6190
 AH6190                          STATION DESCRIPTION
 AH6190
 AH6190'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6190'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6190'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6190'4.05 MI (6.52 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AH6190'STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 39.70 FT
 AH6190'(12.10 M) NORTHEAST FROM THE CENTERLINE OF HWY 24, 97.40 FT (29.69 M)
 AH6190'SOUTHEAST FROM THE CENTERLINE OF IDLEWILD DRIVE, 70.20 FT (21.40 M)
 AH6190'SOUTHEAST FROM THE POWER POLE WITH TRAFFIC LIGHT, AND 70.70 FT (21.55
 AH6190'M) WEST FROM THE METAL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2376 ***********************************************************************
 AU2376  DESIGNATION -  IDLEWILD
 AU2376  PID         -  AU2376
 AU2376  STATE/COUNTY-  LA/ST MARY
 AU2376  USGS QUAD   -  PATTERSON (1994)
 AU2376
 AU2376                         *CURRENT SURVEY CONTROL
 AU2376  ___________________________________________________________________
 AU2376* NAD 83(1992)-  29 39 47.88940(N)    091 17 45.61107(W)     ADJUSTED  
 AU2376* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2376  **This station is located in a subsidence area (see below).
 AU2376  ___________________________________________________________________
 AU2376  X           -    -125,455.280 (meters)                     COMP
 AU2376  Y           -  -5,545,382.000 (meters)                     COMP
 AU2376  Z           -   3,137,984.078 (meters)                     COMP
 AU2376  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2376  ELLIP HEIGHT-         -25.34  (meters)          (02/20/02) GPS OBS
 AU2376  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU2376
 AU2376  HORZ ORDER  -  FIRST
 AU2376  ELLP ORDER  -  FOURTH    CLASS I
 AU2376
 AU2376.The horizontal coordinates were established by classical geodetic methods
 AU2376.and adjusted by the National Geodetic Survey in January 1993..
 AU2376
 AU2376 ** The orthometric height has not been validated since last determined
 AU2376 ** by differential leveling and should not be used for control purposes.
 AU2376 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2376 ** area with valid NAVD 88 orthometric heights.
 AU2376 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2376 ** epoch indicated which incorporates improved geoid heights for the
 AU2376 ** Southern Louisiana Subsidence area.
 AU2376 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2376.The orthometric height was scaled from a topographic map.
 AU2376
 AU2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2376
 AU2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2376
 AU2376.The ellipsoidal height was determined by GPS observations
 AU2376.and is referenced to NAD 83.
 AU2376
 AU2376.The geoid height was determined by GEOID03.
 AU2376
 AU2376;                    North         East     Units Scale Factor Converg.
 AU2376;SPC LA S     -   128,946.783 1,003,613.748   MT  0.99994299   +0 01 07.2
 AU2376;SPC LA S     -   423,052.90  3,292,689.44   sFT  0.99994299   +0 01 07.2
 AU2376;UTM  15      - 3,282,691.361   664,911.001   MT  0.99993556   +0 50 36.6
 AU2376
 AU2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2376!SPC LA S     -   1.00000398  x   0.99994299  =   0.99994697
 AU2376!UTM  15      -   1.00000398  x   0.99993556  =   0.99993954
 AU2376
 AU2376|---------------------------------------------------------------------|
 AU2376| PID    Reference Object                     Distance      Geod. Az  |
 AU2376|                                                           dddmmss.s |
 AU2376| CV9911 IDLEWILD RM 1                                      01006     |
 AU2376| AU2373 MORGAN CITY WATER WORKS STACK       APPROX. 9.1 KM 0573557.3 |
 AU2376| AU2372 MORGAN CITY PEOPLES ICE CO TK       APPROX. 9.0 KM 0623425.9 |
 AU2376| AU2374 BERWICK CATH CH CROSS               APPROX. 8.3 KM 0660410.4 |
 AU2376| AU2353 MORGAN CITY MUNICIPAL TANK          APPROX. 9.2 KM 0674326.7 |
 AU2376| AU2375 MORGAN CITY SACRED HEART CH         APPROX. 9.4 KM 0685423.9 |
 AU2376| AU2386 IDLEWILD STA A 1969                  11.300 METERS 06929     |
 AU2376| AU2352 MORGAN CITY GULF STEEL DERRICK      APPROX. 9.0 KM 0701214.2 |
 AU2376| AU2369 TEXACO SHOOKMILL WATER TANK         APPROX.12.5 KM 0774001.3 |
 AU2376| AU2385 IDLEWILD RM 4 1948                   14.916 METERS 09414     |
 AU2376| AU0368 WAX                                 APPROX. 5.2 KM 0954555.2 |
 AU2376| CV9912 IDLEWILD RM 2                                      09915     |
 AU2376| AU2347 AVOCA IS ATCHA BAY OIL DERRICK      APPROX.12.1 KM 1061853.6 |
 AU2376| AU2396 BELLE ISLE SALT WORKS STACK         APPROX.17.5 KM 2122734.6 |
 AU2376| AU2379 PATTERSON ST JOSEPHS CATH CH        APPROX. 3.3 KM 3470601.2 |
 AU2376| AU2377 PATTERSON MUNICIPAL TANK            APPROX. 3.8 KM 3504418.9 |
 AU2376| AU2389 HARRY WILLIAMS SAWMILL TANK         APPROX. 5.0 KM 3543209.5 |
 AU2376|---------------------------------------------------------------------|
 AU2376
 AU2376                          SUPERSEDED SURVEY CONTROL
 AU2376
 AU2376  ELLIP H (01/21/93)  -25.29   (m)                       GP(       ) 4 2
 AU2376  NAD 83(1986)-  29 39 47.91368(N)    091 17 45.61009(W) AD(       ) 1
 AU2376  NAD 27      -  29 39 47.16000(N)    091 17 45.23300(W) AD(       ) 3
 AU2376  NGVD 29 (07/19/86)    0.64   (m)            2.1    (f) LEVELING    3  
 AU2376
 AU2376.Superseded values are not recommended for survey control.
 AU2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2376.See file dsdata.txt to determine how the superseded data were derived.
 AU2376
 AU2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6491182691(NAD 83)
 AU2376_MARKER: DS = TRIANGULATION STATION DISK
 AU2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2376_SP_SET: SQUARE CONCRETE MONUMENT
 AU2376_STAMPING: IDLEWILD 1931
 AU2376_MARK LOGO: CGS   
 AU2376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2376+STABILITY: SURFACE MOTION
 AU2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2376+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU2376
 AU2376  HISTORY     - Date     Condition        Report By
 AU2376  HISTORY     - 1931     MONUMENTED       CGS
 AU2376  HISTORY     - 1931     GOOD             CGS
 AU2376  HISTORY     - 1934     GOOD             CGS
 AU2376  HISTORY     - 1947     GOOD             CGS
 AU2376  HISTORY     - 1948     GOOD             CGS
 AU2376  HISTORY     - 1957     GOOD             CGS
 AU2376  HISTORY     - 1969     GOOD             CGS
 AU2376  HISTORY     - 1987     GOOD             NGS
 AU2376  HISTORY     - 19900215 GOOD             GWMSI
 AU2376  HISTORY     - 19921203 GOOD             NOS
 AU2376  HISTORY     - 19991130 GOOD             CDSMS
 AU2376
 AU2376                          STATION DESCRIPTION
 AU2376
 AU2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2376'STATION IS ABOUT 5 MILES SW OF MORGAN CITY AND 2 MILES S
 AU2376'OF PATTERSON, ON CLEARED BUT UNCULTIVATED LAND ON THE IDLEWILD
 AU2376'DAIRY FARM, WHICH IS MANAGED BY W.B. SMITH, 1.1 MILES S
 AU2376'OF THE DAIRY BARNS WHICH ARE JUST S OF U.S. HIGHWAY 90 AND
 AU2376'THE SOUTHERN PACIFIC RAILWAY TRACKS, ABOUT 200 FEET E OF
 AU2376'THE EDGE OF THE CLEARING, 23 FEET W OF THE CENTER LINE OF
 AU2376'A LANE THAT LEADS S THROUGH THE FARM BUILDINGS FROM U.S.
 AU2376'HIGHWAY 90, 37 FEET W OF A DRAINAGE DITCH, AND 12 FEET S
 AU2376'OF THE CENTER LINE OF A HEADLAND ROAD WHICH CROSSES THE
 AU2376'DITCH BY A BOILER-IRON CULVERT AND GOES E FROM THE MAIN
 AU2376'LANE ABOUT 700 FEET.  THE UPPER MARK IS FLUSH WITH THE
 AU2376'SURFACE OF THE GROUND.
 AU2376'
 AU2376'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2376'SET IN CONCRETE.
 AU2376'
 AU2376'REFERENCE MARK NO. 1 IS USED AS AN AZIMUTH MARK, IS 8 INCHES
 AU2376'ABOVE THE GROUND, 3/4 MILE, S OF U.S. HIGHWAY 90, 18 FEET
 AU2376'E OF THE CENTER LINE OF THE MAIN LANE THAT LEADS S FROM
 AU2376'THE BARNS, 4 FEET E OF A DRAINAGE DITCH, 1 FOOT W OF A WIRE
 AU2376'FENCE LINE, AND APPROXIMATELY 1/4 MILE FROM THE STATION.
 AU2376'
 AU2376'REFERENCE MARK NO. 2 IS FLUSH WITH THE SURFACE OF THE GROUND,
 AU2376'1.1 MILES S OF THE HIGHWAY AND RAILROAD, 682 FEET E OF THE
 AU2376'LANE LEADING S FROM THE DAIRY, 4 FEET E OF A DITCH AT A
 AU2376'HEADLAND ROAD WHICH LEADS E FROM THE MAIN LANE AND 705 FEET
 AU2376'(215 METERS) FROM THE STATION.
 AU2376'
 AU2376'THE WATER TANK AT WILLIAMS SAWMILL IS 2 MILES FROM THE STATION
 AU2376
 AU2376                          STATION RECOVERY (1931)
 AU2376
 AU2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AU2376'RECOVERED IN GOOD CONDITION.
 AU2376
 AU2376                          STATION RECOVERY (1934)
 AU2376
 AU2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AU2376'IT WAS REPORTED THAT REFERENCE MARK NO. 2 HAS BEEN MOVED SEVERAL
 AU2376'FEET AND RESET AT THE SIDE OF THE ROAD.
 AU2376
 AU2376                          STATION RECOVERY (1947)
 AU2376
 AU2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2376'STATION WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION.  THE
 AU2376'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 AU2376'
 AU2376'1.  CHANGE CLEARED BUT UNCULTIVATED LAND TO THE NE CORNER
 AU2376'OF A SUGAR CANE FIELD IN THE FURROW BETWEEN THE FIRST AND
 AU2376'SECOND ROWS OF CANE.
 AU2376'
 AU2376'2.  ADD TO THE DESCRIPTION 7.6 METERS SE OF THE SW CORNER
 AU2376'OF THE SECOND FIELD SHED S OF THE FARM BUILDINGS.
 AU2376'
 AU2376'3.  DELETE ABOUT 200 FEET E OF THE EDGE OF THE CLEARING.
 AU2376'
 AU2376'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION EXCEPT
 AU2376'THAT THE WIRE FENCE LINE HAS BEEN REMOVED.
 AU2376'
 AU2376'LOCAL INFORMATION STATES THAT REFERENCE MARK 2 WAS MOVED
 AU2376'AND RESET IN THE CORNER OF THE INTERSECTION OF THE ROAD
 AU2376'WHICH LEADS E OF THE STATION AND A ROAD LEADING N AND S
 AU2376'ABOUT 700 FEET E OF THE STATION.  THE ARROW POINTS SLIGHTLY
 AU2376'S OF THE STATION.
 AU2376
 AU2376                          STATION RECOVERY (1948)
 AU2376
 AU2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2376'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2
 AU2376'WAS REPORTED MOVED IN 1934.  THIS MARK WAS RECOVERED AS
 AU2376'DESCRIBED AT THAT TIME.  TWO NEW REFERENCE MARKS (NOS. 3
 AU2376'AND 4) WERE SET.
 AU2376'
 AU2376'STATION IS ABOUT 5 MILES SW OF MORGAN CITY, ABOUT 2 MILES
 AU2376'SSE OF PATTERSON, ON THE OLD IDLEWILD DAIRY FARM WHICH IS
 AU2376'NOW A SUGAR PLANTATION, 1.1 MILES S ALONG A FARM ROAD FROM
 AU2376'U.S. HIGHWAY 90, 21.2 FEET SSW OF THE SE CORNER OF THE S
 AU2376'OF TWO SHEDS, 24.8 FEET SE OF THE SW CORNER OF THE SHED,
 AU2376'25 FEET W OF THE CENTER LINE OF THE MAIN ROAD, AND 10 FEET
 AU2376'S OF THE EXTENSION W OF E-W FIELD ROAD, IN A CULTIVATED
 AU2376'SUGAR CANE FIELD.
 AU2376'
 AU2376'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 AU2376'IS 4 INCHES BELOW THE SURFACE.
 AU2376'
 AU2376'TO REACH THE STATION FROM THE POST OFFICE AT PATTERSON,
 AU2376'GO S ON U.S. HIGHWAY 90 FOR 1.1 MILES TO A PRIVATE ROAD
 AU2376'LEADING S, TURN RIGHT AND GO S 1.1 MILES ON PRIVATE ROAD
 AU2376'TO STATION.  TO REACH FROM MORGAN CITY, CROSS RIVER TO BERWICK,
 AU2376'FROM W END OF BRIDGE CONTINUE ON U.S. HIGHWAY 90 FOR 6.2
 AU2376'MILES TO THE ABOVE ROAD.
 AU2376'
 AU2376'R.M. 1, 1931, IS 0.25 MILE N OF THE STATION, 225 FEET NNE
 AU2376'OF NE CORNER OF N OF TWO SHEDS, 241 FEET N OF THE CENTER
 AU2376'LINE OF A FIELD ROAD, 18 FEET E OF THE CENTER LINE OF THE
 AU2376'MAIN FARM ROAD, 3 FEET E OF A DITCH, AND AT W EDGE OF A
 AU2376'CULTIVATED FIELD.  IT IS A BRONZE REFERENCE DISK SET IN
 AU2376'CONCRETE AND PROJECTS 8 INCHES ABOVE GROUND.  THE LINE BETWEEN
 AU2376'THE STATION AND R.M. 1 IS OBSTRUCTED BY THE SHED NEAR THE
 AU2376'STATION.
 AU2376'
 AU2376'R.M. 2 IS 0.15 MILE E OF THE STATION, 80 FEET W OF THE E
 AU2376'EDGE OF THE CULTIVATED FIELD, 10 FEET N OF THE CENTER LINE
 AU2376'OF THE E-W FIELD ROAD RUNNING E FROM THE STATION, AT W EDGE
 AU2376'OF N-S FIELD ROAD, AND 3 FEET E OF A DITCH.  IT IS A BRONZE
 AU2376'REFERENCE DISK SET IN CONCRETE AND PROJECTS 10 INCHES ABOVE
 AU2376'GROUND.
 AU2376'
 AU2376'R.M. 3, 1948, IS NW OF THE STATION, ON LINE WITH THE S SIDE
 AU2376'OF THE SHED, 3.6 FEET W OF THE SW CONCRETE FOOTING OF THE
 AU2376'SHED, 45 FEET W OF THE CENTER LINE OF THE MAIN FARM ROAD.
 AU2376'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT IS STAMPED
 AU2376'IDLEWILD 1931 NO 3 AND IS FLUSH WITH THE SURFACE.
 AU2376'
 AU2376'R.M. 4, 1948, IS E OF THE STATION, 23.5 FEET E OF THE CENTER
 AU2376'LINE OF THE MAIN FARM ROAD, AT S EDGE OF E-W FIELD ROAD,
 AU2376'AND 48 FEET SE OF SE CORNER OF THE SHED.  IT IS A BRONZE
 AU2376'REFERENCE DISK SET IN CONCRETE.  IT IS STAMPED IDLEWILD
 AU2376'1931 NO 3 AND IS FLUSH WITH THE SURFACE.
 AU2376'
 AU2376'NO OTHER OBJECTS ARE VISIBLE FROM THE STATION.
 AU2376
 AU2376                          STATION RECOVERY (1957)
 AU2376
 AU2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2376'THE STATION AND REFERENCE MARKS TWO, THREE AND FOUR WERE
 AU2376'RECOVERED IN GOOD CONDITION.  REFERENCE MARK ONE WAS SEARCHED
 AU2376'FOR BUT COULD NOT BE RECOVERED.  THE DITCH JUST WEST OF
 AU2376'THE MARK HAS BEEN IMPROVED RECENTLY AND THE MARK HAS EITHER
 AU2376'BEEN DESTROYED OR COVERED WITH SPOIL.  THE RECOVERY NOTE
 AU2376'BY C.W.C. IN 1948 IS ADEQUATE TO RECOVER THE STATION WITH
 AU2376'THE FOLLOWING ADDITIONS--
 AU2376'
 AU2376'1.  THE STATION AND REFERENCE MARKS THREE AND FOUR ARE SLIGHTLY
 AU2376'BELOW THE SURFACE OF THE GROUND AND ARE NOT VISIBLE WITHOUT
 AU2376'DIGGING.
 AU2376'
 AU2376'2.  A LARGE DRAINAGE DITCH HAS BEEN DUG ALONG THE EASTERN
 AU2376'SIDE OF THE CLEARED FIELD AND THE FIELD DITCH JUST WEST
 AU2376'OF REFERENCE MARK TWO HAS BEEN WIDENED.  REFERENCE MARK
 AU2376'TWO IS 88 FEET WEST OF CENTERLINE OF THE DRAINAGE DITCH
 AU2376'ALONG THE EAST SIDE OF THE CLEARED FIELD AND 7 FEET EAST
 AU2376'OF A DITCH.
 AU2376
 AU2376                          STATION RECOVERY (1969)
 AU2376
 AU2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RT)
 AU2376'THE STATION WAS VISITED JUNE 9, 1969, AND THE STATION AND
 AU2376'REFERENCE MARK NO. 4 WERE FOUND IN GOOD CONDITION.  REFERENCE
 AU2376'MARKS 1, 2 AND 3 WERE SEARCHED FOR BUT WERE NOT RECOVERED.
 AU2376'A NEW DESCRIPTION FOLLOWS.
 AU2376'
 AU2376'THE STATION IS ABOUT 5 MILES SOUTHWEST OF MORGAN CITY AND
 AU2376'2 MILES SOUTH SOUTHEAST OF PATTERSON ON THE OLD IDLEWILD
 AU2376'DAIRY FARM WHICH IS NOW A SUGAR CANE PLANTATION.  IT IS
 AU2376'1.1 MILES SOUTH ALONG A FARM ROAD FROM U.S. HIGHWAY 90,
 AU2376'21.2 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AU2376'SOUTHERLY OF TWO SHEDS ALONG THE FARM ROAD, 24.8 FEET SOUTHEAST
 AU2376'OF THE SOUTHWEST CORNER OF THE SAME SHED, 25 FEET WEST OF
 AU2376'THE CENTERLINE OF THE MAIN FARM ROAD.  STATION MARK IS A
 AU2376'STANDARD DISK SET IN CONCRETE AND IS 4 INCHES BELOW THE
 AU2376'SURFACE OF THE GROUND AND IS STAMPED IDLEWILD 1931.
 AU2376'
 AU2376'R.M. 4, 1948, IS EAST OF THE STATION, 23.5 FEET EAST OF
 AU2376'THE CENTERLINE OF THE MAIN FARM ROAD, AT SOUTH EDGE OF AN
 AU2376'EAST-WEST FIELD ROAD AND 48 FEET SOUTHEAST OF THE SOUTHEAST
 AU2376'CORNER OF A SHED.  IT IS A STANDARD DISK SET IN CONCRETE
 AU2376'AND IS FLUSH WITH THE GROUND.  IT IS STAMPED IDLEWILD 1931
 AU2376'NO. 4.
 AU2376'
 AU2376'TO REACH THE STATION FROM THE POST OFFICE IN PATTERSON,
 AU2376'DRIVE SOUTH ALONG U.S. HIGHWAY 90 FOR 1.1 MILES TO A PRIVATE
 AU2376'FARM ROAD, THENCE SOUTH ALONG THE PRIVATE FARM ROAD FOR
 AU2376'1.1 MILES TO THE STATION.
 AU2376'
 AU2376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AU2376'SOUTH OF PATTERSON
 AU2376
 AU2376                          STATION RECOVERY (1987)
 AU2376
 AU2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 AU2376'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AU2376'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USE FOR GPS
 AU2376'OBSERVATIONS.
 AU2376'
 AU2376'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) WEST OF MORGAN CITY AND
 AU2376'3.2 KM (2 MI) SOUTH OF PATTERSON.
 AU2376'OWNERSHIP--ST MARY PARISH, ADMISTRATOR MR. CHARLES SAVORIE, PHONE
 AU2376'504-385-2520.
 AU2376'
 AU2376'TO REACH THE STATION FROM THE CENTER OF THE EAST BOUND LANES OF THE
 AU2376'BRIDGE OVER THE WAX LAKE OUTLET CHANNEL WEST OF PATTERSON, GO EAST
 AU2376'ON U.S. HIGHWAY 90 FOR 8.7 KM (5.4 MI) TO ST MARY PARISH 133.  TURN
 AU2376'RIGHT, SOUTH FOR 0.6 KM (0.4 MI) TO THE ENTRANCE TO KEMPER WILLIAMS
 AU2376'PARK.  TURN RIGHT, WEST, FOR 0.3 KM (0.2 MI) TO A CROSSROAD.  TURN
 AU2376'LEFT, SOUTH FOR 0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 AU2376'
 AU2376'THE STATION IS A STANDARD NGS DISK
 AU2376'STAMPED---IDLEWILD 1931---,
 AU2376'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AU2376'30 CM ON SIDE RECESSED 1.2 CM BELOW GROUND.  LOCATED
 AU2376'8.3 METERS (27.3 FT) NORTH FROM REFERENCE MARK 3,
 AU2376'6.7 METERS (22.0 FT) EAST FROM THE CENTER OF THE ROAD AND
 AU2376'0.6 METER (2.0 FT) SOUTH FROM A WITNESS POST.
 AU2376'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU2376'STAMPED---IDLEWILD 1931---,
 AU2376'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AU2376'
 AU2376'DESCRIBED BY R.D. BALL, TYPED BY DEW.
 AU2376
 AU2376                          STATION RECOVERY (1990)
 AU2376
 AU2376'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU2376'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) WEST OF MORGAN CITY AND
 AU2376'3.2 KM (2 MI) SOUTH OF PATTERSON.
 AU2376'OWNERSHIP--ST MARY PARISH, ADMISTRATOR MR. CHARLES SAVORIE, PHONE
 AU2376'504-385-2520.
 AU2376'TO REACH THE STATION FROM THE CENTER OF THE EAST BOUND LANES OF THE
 AU2376'BRIDGE OVER THE WAX LAKE OUTLET CHANNEL WEST OF PATTERSON, GO EAST
 AU2376'ON U.S. HIGHWAY 90 FOR 8.7 KM (5.4 MI) TO ST MARY PARISH 133.  TURN
 AU2376'RIGHT, SOUTH FOR 0.6 KM (0.4 MI) TO THE ENTRANCE TO KEMPER WILLIAMS
 AU2376'PARK.  TURN RIGHT, WEST, FOR 0.3 KM (0.2 MI) TO A CROSSROAD.  TURN
 AU2376'LEFT, SOUTH FOR 0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 AU2376'THE STATION IS A STANDARD NGS DISK
 AU2376'STAMPED---IDLEWILD 1931---,
 AU2376'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AU2376'30 CM ON SIDE RECESSED 1.2 CM BELOW GROUND.  LOCATED
 AU2376'8.3 METERS (27.3 FT) NORTH FROM REFERENCE MARK 3,
 AU2376'6.7 METERS (22.0 FT) EAST FROM THE CENTER OF THE ROAD AND
 AU2376'0.6 METER (2.0 FT) SOUTH FROM A WITNESS POST.
 AU2376'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU2376'STAMPED---IDLEWILD 1931---,
 AU2376'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AU2376
 AU2376                          STATION RECOVERY (1992)
 AU2376
 AU2376'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AU2376'RECOVERED IN GOOD CONDITION.  THE 1990 RECOVERY NOTE IS ADEQUATE
 AU2376'EXCEPT THAT THE MONUMENT IS 1 FT (0.3 M) EAST OF THE WITNESS POST AND
 AU2376'IS RECESSED 18 CM BELOW GROUND, 6.7 M (22.0 FT) WEST OF THE ROAD
 AU2376'CENTER, AND THE DISK IS CGS AND NOT NGS.
 AU2376
 AU2376                          STATION RECOVERY (1999)
 AU2376
 AU2376'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU2376'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU2376'RECOVERED AS DESCRIBED EXCEPT THAT WITNESS POST NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2385 ***********************************************************************
 AU2385  DESIGNATION -  IDLEWILD RM 4 1948
 AU2385  PID         -  AU2385
 AU2385  STATE/COUNTY-  LA/ST MARY
 AU2385  USGS QUAD   -  PATTERSON (1994)
 AU2385
 AU2385                         *CURRENT SURVEY CONTROL
 AU2385  ___________________________________________________________________
 AU2385* NAD 83(1992)-  29 39 47.85359(N)    091 17 45.05791(W)     ADJUSTED  
 AU2385* NAVD 88     -         0.17   (+/-2cm)       0.6  **(feet)  VERTCON   
 AU2385  **This station is located in a subsidence area (see below).
 AU2385  ___________________________________________________________________
 AU2385  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2385  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU2385
 AU2385  HORZ ORDER  -  SECOND
 AU2385  VERT ORDER  -  THIRD ? (See Below)
 AU2385
 AU2385.The horizontal coordinates were established by classical geodetic methods
 AU2385.and adjusted by the National Geodetic Survey in January 1993..
 AU2385
 AU2385 ** The orthometric height has not been validated since last determined
 AU2385 ** by differential leveling and should not be used for control purposes.
 AU2385 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2385 ** area with valid NAVD 88 orthometric heights.
 AU2385 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2385 ** epoch indicated which incorporates improved geoid heights for the
 AU2385 ** Southern Louisiana Subsidence area.
 AU2385 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2385.The vertical order pertains to the NGVD 29 superseded value.
 AU2385
 AU2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2385
 AU2385.The geoid height was determined by GEOID03.
 AU2385
 AU2385;                    North         East     Units Scale Factor Converg.
 AU2385;SPC LA S     -   128,945.685 1,003,628.623   MT  0.99994299   +0 01 07.5
 AU2385;SPC LA S     -   423,049.30  3,292,738.24   sFT  0.99994299   +0 01 07.5
 AU2385;UTM  15      - 3,282,690.477   664,925.891   MT  0.99993562   +0 50 36.9
 AU2385
 AU2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2385!SPC LA S     -   1.00000398  x   0.99994299  =   0.99994697
 AU2385!UTM  15      -   1.00000398  x   0.99993562  =   0.99993959
 AU2385
 AU2385:                Primary Azimuth Mark                     Grid Az
 AU2385:SPC LA S     -  51A002 LADH 1969                         015 07 04.6
 AU2385:UTM  15      -  51A002 LADH 1969                         014 17 35.2
 AU2385
 AU2385|---------------------------------------------------------------------|
 AU2385| PID    Reference Object                     Distance      Geod. Az  |
 AU2385|                                                           dddmmss.s |
 AU2385| AU2383 51A002 LADH 1969                    APPROX. 1.7 KM 0150812.1 |
 AU2385| AU2376 IDLEWILD                             14.916 METERS 27414     |
 AU2385| AU2386 IDLEWILD STA A 1969                   6.637 METERS 31942     |
 AU2385|---------------------------------------------------------------------|
 AU2385
 AU2385                          SUPERSEDED SURVEY CONTROL
 AU2385
 AU2385  NAD 83(1986)-  29 39 47.87787(N)    091 17 45.05703(W) AD(       ) 2
 AU2385  NAD 27      -  29 39 47.12420(N)    091 17 44.67985(W) AD(       ) 2
 AU2385  NGVD 29 (07/19/86)    0.27   (m)            0.9    (f) LEVELING    3  
 AU2385
 AU2385.Superseded values are not recommended for survey control.
 AU2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2385.See file dsdata.txt to determine how the superseded data were derived.
 AU2385
 AU2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6492682690(NAD 83)
 AU2385_MARKER: DR = REFERENCE MARK DISK
 AU2385_SETTING: 0 = UNSPECIFIED SETTING
 AU2385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2385
 AU2385  HISTORY     - Date     Condition        Report By
 AU2385  HISTORY     - 1969     MONUMENTED       LADTD
 AU2385
 AU2385                          STATION DESCRIPTION
 AU2385
 AU2385'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2385'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MORGAN CITY AND
 AU2385'2 MILES SOUTH-SOUTHEAST OF PATTERSON, ON THE OLD IDLEWILD DAIRY
 AU2385'FARM WHICH IS NOW A SUGAR PLANTATION.  IT IS 1.1 MILES SOUTH
 AU2385'ALONG A FARM ROAD FROM U.S. HIGHWAY 90.
 AU2385'
 AU2385'THE STATION MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY
 AU2385'REFERENCE MARK DISK STAMPED IDLEWILD NO. 4 1948, IS SET IN THE TOP
 AU2385'OF A CONCRETE POST THAT IS 3 INCHES BELOW THE SURFACE OF THE
 AU2385'GROUND.  THE MARK IS 24 FEET EAST OF THE CENTER OF A FARM ROAD,
 AU2385'48 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED USED FOR
 AU2385'STORING HAY AND 49 FEET EAST OF TRIANGULATION STATION IDLEWILD.
 AU2385'
 AU2385'TO REACH THE STATION FROM THE POST OFFICE IN PATTERSON, DRIVE
 AU2385'SOUTH ALONG U.S. HIGHWAY 90 FOR 1.1 MILES TO A PRIVATE ROAD LEADING
 AU2385'SOUTH, THENCE SOUTH ALONG THE PRIVATE ROAD FOR 1.1 MILES TO
 AU2385'THE STATION.
 AU2385'
 AU2385'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3073 ***********************************************************************
 AU3073  DESIGNATION -  ILETTES
 AU3073  PID         -  AU3073
 AU3073  STATE/COUNTY-  LA/TERREBONNE
 AU3073  USGS QUAD   -  GRAND BAYOU DU LARGE (1994)
 AU3073
 AU3073                         *CURRENT SURVEY CONTROL
 AU3073  ___________________________________________________________________
 AU3073* NAD 83(1992)-  29 08 05.62870(N)    090 54 13.48948(W)     ADJUSTED  
 AU3073* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3073  ___________________________________________________________________
 AU3073  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU3073  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AU3073
 AU3073  HORZ ORDER  -  SECOND
 AU3073
 AU3073.The horizontal coordinates were established by classical geodetic methods
 AU3073.and adjusted by the National Geodetic Survey in January 1993..
 AU3073
 AU3073.The orthometric height was scaled from a topographic map.
 AU3073
 AU3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3073
 AU3073.The geoid height was determined by GEOID03.
 AU3073
 AU3073;                    North         East     Units Scale Factor Converg.
 AU3073;SPC LA S     -    70,455.742 1,041,805.487   MT  1.00003905   +0 12 53.3
 AU3073;SPC LA S     -   231,153.55  3,417,990.17   sFT  1.00003905   +0 12 53.3
 AU3073;UTM  15      - 3,224,748.010   703,933.336   MT  1.00011322   +1 01 15.4
 AU3073
 AU3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3073!SPC LA S     -   1.00000382  x   1.00003905  =   1.00004287
 AU3073!UTM  15      -   1.00000382  x   1.00011322  =   1.00011704
 AU3073
 AU3073|---------------------------------------------------------------------|
 AU3073| PID    Reference Object                     Distance      Geod. Az  |
 AU3073|                                                           dddmmss.s |
 AU3073| DD7241 ILETTES RM 1                         18.047 METERS 29642     |
 AU3073| AU3074 LITE                                APPROX. 5.2 KM 3121303.4 |
 AU3073| DD7242 ILETTES RM 2                         21.780 METERS 35415     |
 AU3073|---------------------------------------------------------------------|
 AU3073
 AU3073                          SUPERSEDED SURVEY CONTROL
 AU3073
 AU3073  NAD 83(1986)-  29 08 05.65153(N)    090 54 13.49949(W) AD(       ) 2
 AU3073  NAD 27      -  29 08 04.83400(N)    090 54 13.16000(W) AD(       ) 2
 AU3073
 AU3073.Superseded values are not recommended for survey control.
 AU3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3073.See file dsdata.txt to determine how the superseded data were derived.
 AU3073
 AU3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0393324748(NAD 83)
 AU3073_MARKER: DS = TRIANGULATION STATION DISK
 AU3073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3073_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3073
 AU3073  HISTORY     - Date     Condition        Report By
 AU3073  HISTORY     - 1928     MONUMENTED       CGS
 AU3073  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3073
 AU3073                          STATION DESCRIPTION
 AU3073
 AU3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3073'STATION IS ON THE E SHORE OF CAILLOU BAY, ABOUT 16 MILES ESE
 AU3073'OF OYSTER BAYOU, ABOUT 3 MILES SE OF THE MOUTH OF GRAND CAILLOU
 AU3073'BAYOU, ON THE S SIDE OF THE MOUTH OF A SMALL BAYOU LEADING
 AU3073'INLAND FROM CAILLOU BAY, AND ABOUT 60 YARDS INSHORE.
 AU3073'
 AU3073'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AU3073'CONCRETE IN THE TOP OF TILES.
 AU3073'
 AU3073'REFERENCE MARK NO. 1 IS 18.05 METERS (59.2 FEET) FROM THE STATION
 AU3073'N 63 DEG 17 MIN W.
 AU3073'
 AU3073'REFERENCE MARK NO. 2 IS 21.78 METERS (71.5 FEET) FROM THE
 AU3073'STATION N 05 DEG 45 MIN W.
 AU3073
 AU3073                          STATION RECOVERY (1952)
 AU3073
 AU3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3073'STATION IS LOST THROUGH THE EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2836 ***********************************************************************
 AU2836  DESIGNATION -  IN
 AU2836  PID         -  AU2836
 AU2836  STATE/COUNTY-  LA/LAFOURCHE
 AU2836  USGS QUAD   -  BARATARIA (1973)
 AU2836
 AU2836                         *CURRENT SURVEY CONTROL
 AU2836  ___________________________________________________________________
 AU2836* NAD 83(1992)-  29 39 57.60817(N)    090 12 21.26034(W)     ADJUSTED  
 AU2836* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2836  **This station is located in a subsidence area (see below).
 AU2836  ___________________________________________________________________
 AU2836  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2836  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AU2836
 AU2836  HORZ ORDER  -  SECOND
 AU2836
 AU2836.The horizontal coordinates were established by classical geodetic methods
 AU2836.and adjusted by the National Geodetic Survey in January 1993..
 AU2836
 AU2836 ** The orthometric height has not been validated since last determined
 AU2836 ** by differential leveling and should not be used for control purposes.
 AU2836 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2836 ** area with valid NAVD 88 orthometric heights.
 AU2836 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2836 ** epoch indicated which incorporates improved geoid heights for the
 AU2836 ** Southern Louisiana Subsidence area.
 AU2836 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2836.The orthometric height was scaled from a topographic map.
 AU2836
 AU2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2836
 AU2836.The geoid height was determined by GEOID03.
 AU2836
 AU2836;                    North         East     Units Scale Factor Converg.
 AU2836;SPC LA S     -   129,782.318 1,109,135.711   MT  0.99994271   +0 33 49.4
 AU2836;SPC LA S     -   425,794.15  3,638,889.41   sFT  0.99994271   +0 33 49.4
 AU2836;UTM  15      - 3,285,041.973   770,436.828   MT  1.00050249   +1 23 01.5
 AU2836
 AU2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2836!SPC LA S     -   1.00000398  x   0.99994271  =   0.99994669
 AU2836!UTM  15      -   1.00000398  x   1.00050249  =   1.00050647
 AU2836
 AU2836|---------------------------------------------------------------------|
 AU2836| PID    Reference Object                     Distance      Geod. Az  |
 AU2836|                                                           dddmmss.s |
 AU2836| DD7243 IN RM 1                              18.020 METERS 13116     |
 AU2836| DD7244 IN RM 2                              25.090 METERS 20911     |
 AU2836| AU2837 OUT                                 APPROX. 1.6 KM 2333936.6 |
 AU2836|---------------------------------------------------------------------|
 AU2836
 AU2836                          SUPERSEDED SURVEY CONTROL
 AU2836
 AU2836  NAD 83(1986)-  29 39 57.62435(N)    090 12 21.26423(W) AD(       ) 2
 AU2836  NAD 27      -  29 39 56.86154(N)    090 12 20.98858(W) AD(       ) 2
 AU2836
 AU2836.Superseded values are not recommended for survey control.
 AU2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2836.See file dsdata.txt to determine how the superseded data were derived.
 AU2836
 AU2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7043785042(NAD 83)
 AU2836_MARKER: DS = TRIANGULATION STATION DISK
 AU2836_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2836_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2836
 AU2836  HISTORY     - Date     Condition        Report By
 AU2836  HISTORY     - 1934     MONUMENTED       CGS
 AU2836  HISTORY     - 1940     GOOD             LOCENG
 AU2836  HISTORY     - 1946     GOOD             CGS
 AU2836  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU2836
 AU2836                          STATION DESCRIPTION
 AU2836
 AU2836'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2836'STATION IS ON THE INTRACOASTAL CANAL, ABOUT 1-1/2 MILES SW OF
 AU2836'THE INTERSECTION OF THE INTRACOASTAL CANAL AND BAYOU PEROT,
 AU2836'AT THE POINT WHERE THE CANAL BENDS ABOUT 10 DEG TOWARDS THE
 AU2836'W, ON THE EASTERLY SIDE OF THE CANAL, ABOUT 35 METERS (115 FEET)
 AU2836'FROM ITS EDGE AND ON TOP OF THE SPOIL BANK.
 AU2836'
 AU2836'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AU2836'CEMENT IN THE TOP OF TILES.
 AU2836'
 AU2836'REFERENCE MARK NO. 1 IS ABOUT 53 METERS (174 FEET) FROM THE
 AU2836'CANAL AND 18.02 METERS (59.1 FEET) FROM THE STATION
 AU2836'S 48 DEG 54 MIN E.
 AU2836'
 AU2836'REFERENCE MARK NO. 2 IS ON TOP OF THE CANAL SPOIL BANK, 25.09
 AU2836'METERS (82.3 FEET) SW OF THE STATION S 29 DEG 11 MIN W.
 AU2836'
 AU2836'STATION OUT IS USED AS THE AZIMUTH MARK FOR THIS STATION.
 AU2836
 AU2836                          STATION RECOVERY (1940)
 AU2836
 AU2836'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 AU2836'RECOVERED BY THE TXCO.
 AU2836'
 AU2836'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION AND A TOWER 12
 AU2836'FEET HIGH WAS BUILT OVER THIS POINT BY THE TEXAS COMPANY IN
 AU2836'MAY 1940.
 AU2836
 AU2836                          STATION RECOVERY (1946)
 AU2836
 AU2836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 AU2836'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  THE
 AU2836'DESCRIPTION IS ADEQUATE.  REFERENCE MARK 2 WAS TAPED AND CHECKED
 AU2836'WITH PREVIOUS MEASUREMENTS.  REFERENCE MARK 1 WAS NOT RECOVERED
 AU2836'BUT PROBABLY REMAINS UNDISTURBED AND IS NOW A SUBSURFACE MARK.
 AU2836
 AU2836                          STATION RECOVERY (1966)
 AU2836
 AU2836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2836'STATION MARK WAS FOUND DESTROYED ABOUT 20 FEET OFFSHORE FROM
 AU2836'THE SOUTH BANK OF THE INTRACOASTAL WATERWAY.  REFERENCE MARK 1 WAS
 AU2836'SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO BE BURIED UNDER
 AU2836'SPOIL.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  IT IS
 AU2836'34 FEET NORTH-NORTHEAST OF U.S.E. MARK 1161 + 07.26 1961, 15
 AU2836'FEET SOUTHEAST OF THE SOUTH BANK OF THE INTRACOASTAL WATERWAY
 AU2836'AND 2 FEET NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 AU2836'DISK, STAMPED IN NO 2 1934, SET IN THE TOP OF A CONCRETE POST
 AU2836'PROJECTING 4 INCHES ABOVE THE MARSH.  U.S.E. MARK IS A
 AU2836'STANDARD DISK, STAMPED 1161 + 07.26 1961, SET IN THE TOP OF A
 AU2836'6-INCH IN DIAMETER CONCRETE FILLED STOVE PIPE PROJECTING 6
 AU2836'INCHES.
 AU2836'
 AU2836'NOTE--REFERENCE MARK 2 IS ALSO 22 FEET SOUTHWEST OF AN 18-INCH
 AU2836'TREE AND 20 FEET NORTH-NORTHEAST OF A LARGE FORKED TREE.
 AU2836'
 AU2836'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT AS MENTIONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2074 ***********************************************************************
 BW2074  DESIGNATION -  INCLINE=T 14
 BW2074  PID         -  BW2074
 BW2074  STATE/COUNTY-  LA/AVOYELLES
 BW2074  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2074
 BW2074                         *CURRENT SURVEY CONTROL
 BW2074  ___________________________________________________________________
 BW2074* NAD 83(1992)-  31 02 00.68432(N)    091 44 37.03030(W)     ADJUSTED  
 BW2074* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BW2074  ___________________________________________________________________
 BW2074  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BW2074  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BW2074
 BW2074  HORZ ORDER  -  FIRST
 BW2074
 BW2074.The horizontal coordinates were established by classical geodetic methods
 BW2074.and adjusted by the National Geodetic Survey in January 1993..
 BW2074
 BW2074.The orthometric height was scaled from a topographic map.
 BW2074
 BW2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2074
 BW2074.The geoid height was determined by GEOID03.
 BW2074
 BW2074;                    North         East     Units Scale Factor Converg.
 BW2074;SPC LA N     -    59,408.330 1,072,214.062   MT  1.00003285   +0 23 59.6
 BW2074;SPC LA N     -   194,908.83  3,517,755.64   sFT  1.00003285   +0 23 59.6
 BW2074;SPC LA S     -   280,911.879   960,826.273   MT  1.00008794   -0 12 18.5
 BW2074;SPC LA S     -   921,625.06  3,152,310.86   sFT  1.00008794   -0 12 18.5
 BW2074;SPC MS W     -   170,847.655   565,359.113   MT  1.00017353   -0 43 37.8
 BW2074;SPC MS W     -   560,522.68  1,854,849.02   sFT  1.00017353   -0 43 37.8
 BW2074;UTM  15      - 3,433,994.991   619,904.251   MT  0.99977734   +0 38 52.0
 BW2074
 BW2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2074!SPC LA N     -   1.00000205  x   1.00003285  =   1.00003490
 BW2074!SPC LA S     -   1.00000205  x   1.00008794  =   1.00008999
 BW2074!SPC MS W     -   1.00000205  x   1.00017353  =   1.00017558
 BW2074!UTM  15      -   1.00000205  x   0.99977734  =   0.99977939
 BW2074
 BW2074|---------------------------------------------------------------------|
 BW2074| PID    Reference Object                     Distance      Geod. Az  |
 BW2074|                                                           dddmmss.s |
 BW2074| CY4733 INCLINE RM                           22.290 METERS 03308     |
 BW2074| BW2486 NAPLES RAILWAY OIL STORAGE TK       380.299 METERS 17238     |
 BW2074|---------------------------------------------------------------------|
 BW2074
 BW2074                          SUPERSEDED SURVEY CONTROL
 BW2074
 BW2074  NAD 83(1986)-  31 02 00.70270(N)    091 44 37.02556(W) AD(       ) 1
 BW2074  NAD 27      -  31 02 00.05592(N)    091 44 36.59878(W) AD(       ) 1
 BW2074
 BW2074.Superseded values are not recommended for survey control.
 BW2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2074.See file dsdata.txt to determine how the superseded data were derived.
 BW2074
 BW2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1990433995(NAD 83)
 BW2074_MARKER: DS = TRIANGULATION STATION DISK
 BW2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2074
 BW2074  HISTORY     - Date     Condition        Report By
 BW2074  HISTORY     - 1919     MONUMENTED       CGS
 BW2074  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BW2074  HISTORY     - 1957     MARK NOT FOUND   CGS
 BW2074
 BW2074                          STATION DESCRIPTION
 BW2074
 BW2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BW2074'ABOUT 3/8 MILE W OF DEPOT AT NAPLES, 8.9 METERS (29 FEET) N
 BW2074'OF CENTER LINE OF MAIN TRACK OF LOUISIANA RAILWAY AND NAVIGATION
 BW2074'COMPANY, ON PROLONGATION OF N RAIL TANGENT FROM W, AND 5 RAIL
 BW2074'LENGTHS W OF FIRST SWITCH IN RAILROAD YARDS.
 BW2074'
 BW2074'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2074'DISKS SET IN CONCRETE.
 BW2074'
 BW2074'REFERENCE MARK IS 22.290 METERS (73.13 FEET) FROM STATION
 BW2074'N 33 DEG 08 MIN E.
 BW2074
 BW2074                          STATION RECOVERY (1935)
 BW2074
 BW2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BW2074'STATION SITE VISITED.  FOUND ALL RAILROAD GRADE WASHED AWAY.
 BW2074'THIS SECTION IS NOW A U.S. ENGINEERS SPILLWAY FOR FLOOD CONTROL.
 BW2074
 BW2074                          STATION RECOVERY (1957)
 BW2074
 BW2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BW2074'STATION MARK AND REFERENCE MARK NOT RECOVERED.  THE RAILS OF
 BW2074'RAILROAD AND THE RAILROAD YARD ARE NO LONGER IN EXISTENCE.
 BW2074'STATION IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1216 ***********************************************************************
 AT1216  DESIGNATION -  INDEPENDENCE ISLAND HOUSE
 AT1216  PID         -  AT1216
 AT1216  STATE/COUNTY-  LA/JEFFERSON
 AT1216  USGS QUAD   -  BARATARIA PASS (1993)
 AT1216
 AT1216                         *CURRENT SURVEY CONTROL
 AT1216  ___________________________________________________________________
 AT1216* NAD 83(1992)-  29 18 35.49611(N)    089 56 13.13105(W)     ADJUSTED  
 AT1216* NAVD 88     -                                                        
 AT1216  **This station is located in a subsidence area (see below).
 AT1216  ___________________________________________________________________
 AT1216  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AT1216  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AT1216
 AT1216  HORZ ORDER  -  THIRD
 AT1216
 AT1216.The horizontal coordinates were established by classical geodetic methods
 AT1216.and adjusted by the National Geodetic Survey in January 1993..
 AT1216
 AT1216 ** The orthometric height has not been validated since last determined
 AT1216 ** by differential leveling and should not be used for control purposes.
 AT1216 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1216 ** area with valid NAVD 88 orthometric heights.
 AT1216 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1216 ** epoch indicated which incorporates improved geoid heights for the
 AT1216 ** Southern Louisiana Subsidence area.
 AT1216 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1216
 AT1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1216
 AT1216.The geoid height was determined by GEOID03.
 AT1216
 AT1216;                    North         East     Units Scale Factor Converg.
 AT1216;SPC LA S     -    90,597.039 1,135,647.658   MT  0.99999793   +0 41 53.5
 AT1216;SPC LA S     -   297,233.79  3,725,870.69   sFT  0.99999793   +0 41 53.5
 AT1216;UTM  16      - 3,245,897.445   214,730.065   MT  1.00060430   -1 26 19.4
 AT1216;UTM  15      - 3,246,211.678   797,518.068   MT  1.00069240   +1 30 02.0
 AT1216
 AT1216                          SUPERSEDED SURVEY CONTROL
 AT1216
 AT1216  NAD 83(1986)-  29 18 35.50887(N)    089 56 13.13997(W) AD(       ) 4
 AT1216  NAD 27      -  29 18 34.69600(N)    089 56 12.88200(W) AD(       ) 3
 AT1216
 AT1216.Superseded values are not recommended for survey control.
 AT1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1216.See file dsdata.txt to determine how the superseded data were derived.
 AT1216
 AT1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1473045897(NAD 83)
 AT1216_MARKER: 82 = FINIAL
 AT1216
 AT1216  HISTORY     - Date     Condition        Report By
 AT1216  HISTORY     - 1927     FIRST OBSERVED   CGS
 AT1216  HISTORY     - 1934     GOOD             CGS
 AT1216
 AT1216                          STATION DESCRIPTION
 AT1216
 AT1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1216'THE STATION IS THE SMALL FINIAL AT THE PEAK OF A RED PAINTED
 AT1216'SLOPING TIN ROOF
 AT1216'OF A SMALL HOUSE ON THE WESTERN SHORE OF INDEPENDENCE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4190 ***********************************************************************
 BJ4190  DESIGNATION -  INDEPENDENCE MUNICIPAL TANK
 BJ4190  PID         -  BJ4190
 BJ4190  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4190  USGS QUAD   -  LORANGER (1974)
 BJ4190
 BJ4190                         *CURRENT SURVEY CONTROL
 BJ4190  ___________________________________________________________________
 BJ4190* NAD 83(1992)-  30 38 06.23900(N)    090 29 59.32405(W)     ADJUSTED  
 BJ4190* NAVD 88     -                                                        
 BJ4190  ___________________________________________________________________
 BJ4190  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BJ4190  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4190
 BJ4190  HORZ ORDER  -  THIRD
 BJ4190
 BJ4190.The horizontal coordinates were established by classical geodetic methods
 BJ4190.and adjusted by the National Geodetic Survey in January 1993..
 BJ4190
 BJ4190
 BJ4190.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4190
 BJ4190.The geoid height was determined by GEOID03.
 BJ4190
 BJ4190;                    North         East     Units Scale Factor Converg.
 BJ4190;SPC LA S     -   236,955.305 1,079,904.595   MT  0.99998683   +0 25 00.4
 BJ4190;SPC LA S     -   777,410.86  3,542,986.99   sFT  0.99998683   +0 25 00.4
 BJ4190;UTM  15      - 3,391,824.438   739,624.005   MT  1.00030839   +1 16 28.6
 BJ4190
 BJ4190                          SUPERSEDED SURVEY CONTROL
 BJ4190
 BJ4190  NAD 83(1986)-  30 38 06.25428(N)    090 29 59.32083(W) AD(       ) 4
 BJ4190  NAD 27      -  30 38 05.58027(N)    090 29 58.99019(W) AD(       ) 3
 BJ4190
 BJ4190.Superseded values are not recommended for survey control.
 BJ4190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4190.See file dsdata.txt to determine how the superseded data were derived.
 BJ4190
 BJ4190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3962491824(NAD 83)
 BJ4190_MARKER: 53 = ELEVATED TANK
 BJ4190
 BJ4190  HISTORY     - Date     Condition        Report By
 BJ4190  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4190  HISTORY     - 1954     GOOD             CGS
 BJ4190  HISTORY     - 1970     GOOD             NGS
 BJ4190
 BJ4190                          STATION DESCRIPTION
 BJ4190
 BJ4190'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4190'OBSERVED UPON THE FINIAL OF THE STEEL, ALUMINUM-PAINTED
 BJ4190'MUNICIPAL WATER TANK, APPROXIMATELY 125 FEET HIGH, LOCATED
 BJ4190'IN THE CENTER OF THE TOWN OF INDEPENDENCE.
 BJ4190'
 BJ4190'OBSERVED UPON FROM TRIANGULATION STATIONS CLEVELAND, HOLY
 BJ4190'HILL, COSTANZA, WARD FOUR, MT. STEVENS, AND AMITE.
 BJ4190'
 BJ4190'INTERSECTION STATION.
 BJ4190
 BJ4190                          STATION RECOVERY (1954)
 BJ4190
 BJ4190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4190'THE STATION WAS VISITED AND FOUND AS DESCRIBED IN GOOD CONDITION.
 BJ4190'
 BJ4190'THIS IS AN INTERSECTION STATION.
 BJ4190
 BJ4190                          STATION RECOVERY (1970)
 BJ4190
 BJ4190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4190'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2067 ***********************************************************************
 BX2067  DESIGNATION -  INDIAN
 BX2067  PID         -  BX2067
 BX2067  STATE/COUNTY-  LA/VERNON
 BX2067  USGS QUAD   -  KURTHWOOD (1972)
 BX2067
 BX2067                         *CURRENT SURVEY CONTROL
 BX2067  ___________________________________________________________________
 BX2067* NAD 83(1992)-  31 18 19.23160(N)    093 10 01.47456(W)     ADJUSTED  
 BX2067* NAVD 88     -       127.83   (+/-2cm)     419.4    (feet)  VERTCON   
 BX2067  ___________________________________________________________________
 BX2067  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 BX2067  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2067
 BX2067  HORZ ORDER  -  FIRST
 BX2067  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2067
 BX2067.The horizontal coordinates were established by classical geodetic methods
 BX2067.and adjusted by the National Geodetic Survey in January 1993..
 BX2067
 BX2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2067.The vertical order pertains to the NGVD 29 superseded value.
 BX2067
 BX2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2067
 BX2067.The geoid height was determined by GEOID03.
 BX2067
 BX2067;                    North         East     Units Scale Factor Converg.
 BX2067;SPC LA N     -    89,488.958   936,497.489   MT  0.99997145   -0 21 09.7
 BX2067;SPC LA N     -   293,598.36  3,072,492.18   sFT  0.99997145   -0 21 09.7
 BX2067;UTM  15      - 3,463,454.356   484,100.925   MT  0.99960312   -0 05 12.5
 BX2067
 BX2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2067!SPC LA N     -   0.99998406  x   0.99997145  =   0.99995551
 BX2067!UTM  15      -   0.99998406  x   0.99960312  =   0.99958718
 BX2067
 BX2067:                Primary Azimuth Mark                     Grid Az
 BX2067:SPC LA N     -  INDIAN AZ MK                             034 32 12.9
 BX2067:UTM  15      -  INDIAN AZ MK                             034 16 15.7
 BX2067
 BX2067|---------------------------------------------------------------------|
 BX2067| PID    Reference Object                     Distance      Geod. Az  |
 BX2067|                                                           dddmmss.s |
 BX2067| BX2065 INDIAN AZ MK                                       0341103.2 |
 BX2067| BX2068 INDIAN RM 1                          21.445 METERS 24635     |
 BX2067| BX2066 INDIAN RM 2                          23.423 METERS 35115     |
 BX2067|---------------------------------------------------------------------|
 BX2067
 BX2067                          SUPERSEDED SURVEY CONTROL
 BX2067
 BX2067  NAD 83(1986)-  31 18 19.24664(N)    093 10 01.46818(W) AD(       ) 1
 BX2067  NAD 27      -  31 18 18.59888(N)    093 10 00.87964(W) AD(       ) 1
 BX2067  NGVD 29 (??/??/??)  127.890  (m)          419.59   (f) ADJUSTED    2 1
 BX2067
 BX2067.Superseded values are not recommended for survey control.
 BX2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2067.See file dsdata.txt to determine how the superseded data were derived.
 BX2067
 BX2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8410163454(NAD 83)
 BX2067_MARKER: DS = TRIANGULATION STATION DISK
 BX2067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2067_SP_SET: CONCRETE BLOCK
 BX2067_STAMPING: INDIAN 1965
 BX2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2067
 BX2067  HISTORY     - Date     Condition        Report By
 BX2067  HISTORY     - 1965     MONUMENTED       CGS
 BX2067  HISTORY     - 1966     GOOD             CGS
 BX2067  HISTORY     - 1974     GOOD             NGS
 BX2067  HISTORY     - 1975     GOOD             LADTD
 BX2067  HISTORY     - 19940611 GOOD             USPSQD
 BX2067  HISTORY     - 20010331 GOOD             NGS
 BX2067
 BX2067                          STATION DESCRIPTION
 BX2067
 BX2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2067'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF LEESVILLE, ABOUT
 BX2067'7-1/2 MILES SOUTH OF KISATCHIE, ABOUT 2 MILES SOUTHEAST OF THE
 BX2067'SOUTHEAST EDGE OF THE PERSON RIDGE ARTILLERY RANGE, ABOUT 2 MILES
 BX2067'SOUTH OF KURTHWOOD AND AT THE SAME LOCATION AS THE KURTHWOOD
 BX2067'FIRE LOOKOUT TOWER.  IN THE NW 1/4 OF THE NW 1/4 OF SEC. 26,
 BX2067'T 4 N., R 8 W., ON LAND OWNED BY THE INTERNATIONAL PAPER COMPANY
 BX2067'AND LEASED BY THE STATE OF LOUISIANA FOR THE FIRE LOOKOUT
 BX2067'TOWER.  THE STATION MARK IS 52-1/2 FEET WEST OF A 10 INCH PINE
 BX2067'TREE, 47-1/2 FEET NORTHEAST OF A SMALL BUILDING, AND 13 FEET
 BX2067'EAST OF FENCE CORNER.  STATION IS MARKED BY A STANDARD
 BX2067'TRIANGULATION STATION DISK SET IN THE TOP OF A 10 INCH
 BX2067'CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 BX2067'THE GROUND.  THE DISK IS STAMPED INDIAN 1965.
 BX2067'
 BX2067'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 117 AND 465 AT THE
 BX2067'STORE IN KURTHWOOD, GO SOUTHERLY ON STATE HIGHWAY 117 FOR 1.75
 BX2067'MILE TO A SIDE ROAD LEFT AND SIGN KURTHWOOD FIRE TOWER.  TURN
 BX2067'LEFT AND GO EAST FOLLOWING SAND ROAD FOR 0.85 MILE TO A SIDE
 BX2067'ROAD RIGHT.  (CONTINUE EAST AND NORTHEAST ON SAND ROAD FOR 0.25
 BX2067'MILE TO THE AZIMUTH MARK ON THE RIGHT).  TURN RIGHT AND GO SOUTH
 BX2067'FOR 0.1 TO MILE TO STATION ON THE RIGHT, (WEST) SIDE OF ROAD
 BX2067'AS DESCRIBED.
 BX2067'
 BX2067'AZIMUTH MARK, IS 20 FEET EAST OF THE CENTER OF ROAD, 3 FEET
 BX2067'SOUTH OF A 4 INCH PINE TREE AND 2.5 FEET SOUTH OF METAL WITNESS
 BX2067'POST WITH SIGN ATTACHED.  IT IS MARKED BY A STANDARD AZIMUTH
 BX2067'MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 BX2067'THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE DISK
 BX2067'IS STAMPED INDIAN 1965.
 BX2067'
 BX2067'REFERENCE MARK NO. 1, IS 50-1/2 FEET SOUTHEAST OF THE SOUTHEAST
 BX2067'LEG OF FIRE TOWER, 31 FEET WEST OF SMALL BUILDING AND 30-1/2 FEET
 BX2067'SOUTH OF FENCE.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF
 BX2067'A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 BX2067'GROUND.  THE DISK IS STAMPED INDIAN NO. 1 1965.
 BX2067'
 BX2067'REFERENCE MARK NO. 2, IS 41-1/2 FEET NORTHEAST OF THE NORTHEAST
 BX2067'LEG OF FIRE TOWER, 16 FEET NORTH OF STEPS OVER THE FENCE AND 1
 BX2067'FOOT EAST OF FENCE.  IT IS MARKED BY A STANDARD DISK SET IN THE
 BX2067'TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH
 BX2067'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED INDIAN NO. 2
 BX2067'1965.
 BX2067'
 BX2067'HEIGHT OF LIGHT ABOVE STATION MARK 22.27 METERS.
 BX2067
 BX2067                          STATION RECOVERY (1966)
 BX2067
 BX2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 BX2067'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX2067
 BX2067                          STATION RECOVERY (1974)
 BX2067
 BX2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWH)
 BX2067'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH ALONG LOUISIANA
 BX2067'HIGHWAY 117 FROM THE POST OFFICE IN KISATCHIE TO A GRADED DIRT ROAD
 BX2067'LEFT LEADING TO THE KURTHWOOD FIRE TOWER AND 2 MILES SOUTH OF THE
 BX2067'SMALL COMMUNITY OF KURTHWOOD.  TURN ON THE DIRT ROAD AND GO
 BX2067'EASTERLY FOR .85 MILES TO THE STATION AND THE FIRE TOWER.
 BX2067'
 BX2067'THE STATION MARK IS 52.5 FEET WEST OF A 10 INCH PINE TREE.  47.5 FEET
 BX2067'NORTHEAST OF A SMALL BUILDING.  13 FEET EAST OF A FENCE CORNER.
 BX2067'SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 1 INCH ABOVE
 BX2067'THE GROUND.  A STEEL WITNESS POST IS SET ONE FOOT NORTHEAST OF THE
 BX2067'MARK.
 BX2067'
 BX2067'REFERENCE MARK NO. 1 IS 50.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 BX2067'THE FIRE TOWER.  31 FEET WEST OF A SMALL BUILDING.  30.5 FEET SOUTH
 BX2067'OF THE FENCE AROUND THE FIRE TOWER.  DISK IS SET IN THE TOP OF A
 BX2067'10 INCH CONCRETE BLOCK PROJECTING 1 INCH ABOVE THE GROUND.  A
 BX2067'STEEL WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BX2067'
 BX2067'REFERENCE MARK NO. 2 IS 41.5 FEET NORTHEAST OF THE NORTHEAST LEG OF
 BX2067'THE FIRE TOWER.  16 FEET NORTH OF A METAL GATE.  1 FOOT EAST OF THE
 BX2067'FENCE.  DISK IS SET IN THE TOP OF A 10 INCH CONCRETE BLOCK FLUSH
 BX2067'WITH THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT EAST OF THE
 BX2067'MARK.
 BX2067'
 BX2067'THE AZIMUTH MARK IS LOCATED 0.25 MILES ON PASS THE ROAD THAT TURN
 BX2067'OFF TO THE FIRE TOWER.  IT IS 20 FEET EAST OF THE CENTER OF THE DIRT
 BX2067'ROAD.  SET IN THE TOP OF A 10 INCH CONCRETE BLOCK PROJECTING 1 INCH
 BX2067'ABOVE THE GROUND.
 BX2067'
 BX2067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.40 MILES SOUTH
 BX2067'OF KISATCHIE.
 BX2067
 BX2067                          STATION RECOVERY (1975)
 BX2067
 BX2067'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BX2067'8.40 MI S FROM KISATCHIE.
 BX2067'LOCATED ABOUT 7.5 MILES ALONG LOUISIANA HIGHWAY 117 FROM THE POST
 BX2067'OFFICE IN KISATCHIE TO A GRADED DIRT ROAD LEFT LEADING TO THE
 BX2067'KURTHWOOD FIRE TOWER.  CONTINUE DOWN DIRT FOR 1.0 MILE TO THE FIRE
 BX2067'TOWER AND THE MARKER.  THE MARK IS LOCATED 52.5 FEET WEST OF A 10 INCH
 BX2067'PINE TREE.  47.5 FEET NORTHEAST OF A SMALL BUILDING.  13 FEET EAST OF
 BX2067'A FENCE CORNER.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK FLUSH WITH
 BX2067'THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTHEAST OF THE MARK.
 BX2067
 BX2067                          STATION RECOVERY (1994)
 BX2067
 BX2067'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2067'RECOVERED IN GOOD CONDITION.
 BX2067
 BX2067                          STATION RECOVERY (2001)
 BX2067
 BX2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1328 ***********************************************************************
 BJ1328  DESIGNATION -  INDIAN
 BJ1328  PID         -  BJ1328
 BJ1328  STATE/COUNTY-  LA/JEFFERSON
 BJ1328  USGS QUAD   -  INDIAN BEACH (1992)
 BJ1328
 BJ1328                         *CURRENT SURVEY CONTROL
 BJ1328  ___________________________________________________________________
 BJ1328* NAD 83(1992)-  30 01 07.97801(N)    090 08 30.59465(W)     ADJUSTED  
 BJ1328* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BJ1328  **This station is located in a subsidence area (see below).
 BJ1328  ___________________________________________________________________
 BJ1328  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ1328  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BJ1328  DYNAMIC HT  -          -0.3   (meters)      -1.    (feet)  COMP
 BJ1328  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 BJ1328  OBS GRAVITY -     979,316.1   (mgal)                       GRAV_OBS
 BJ1328
 BJ1328  HORZ ORDER  -  FIRST
 BJ1328  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1328
 BJ1328.The horizontal coordinates were established by classical geodetic methods
 BJ1328.and adjusted by the National Geodetic Survey in January 1993..
 BJ1328
 BJ1328 ** The orthometric height has not been validated since last determined
 BJ1328 ** by differential leveling and should not be used for control purposes.
 BJ1328 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1328 ** area with valid NAVD 88 orthometric heights.
 BJ1328 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1328 ** epoch indicated which incorporates improved geoid heights for the
 BJ1328 ** Southern Louisiana Subsidence area.
 BJ1328 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1328.The orthometric height was scaled from a topographic map.
 BJ1328.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1328
 BJ1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1328
 BJ1328.The geoid height was determined by GEOID03.
 BJ1328
 BJ1328.The dynamic height is computed by dividing the NAVD 88
 BJ1328.geopotential number by the normal gravity value computed on the
 BJ1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1328.degrees latitude (g = 980.6199 gals.).
 BJ1328
 BJ1328.The modeled gravity was interpolated from observed gravity values.
 BJ1328.The observed gravity was obtained from relative gravimeter ties
 BJ1328.to the IGSN71 gravity network.
 BJ1328
 BJ1328;                    North         East     Units Scale Factor Converg.
 BJ1328;SPC LA S     -   168,957.000 1,114,931.175   MT  0.99992579   +0 35 44.8
 BJ1328;SPC LA S     -   554,319.76  3,657,903.36   sFT  0.99992579   +0 35 44.8
 BJ1328;UTM  15      - 3,324,319.385   775,669.015   MT  1.00053769   +1 25 50.9
 BJ1328
 BJ1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1328!SPC LA S     -   1.00000416  x   0.99992579  =   0.99992995
 BJ1328!UTM  15      -   1.00000416  x   1.00053769  =   1.00054185
 BJ1328
 BJ1328|---------------------------------------------------------------------|
 BJ1328| PID    Reference Object                     Distance      Geod. Az  |
 BJ1328|                                                           dddmmss.s |
 BJ1328| BJ1329 INDIAN RM 5                          27.620 METERS 05930     |
 BJ1328| CW1499 INDIAN AZ MK                                       1290056.8 |
 BJ1328| CW1503 INDIAN RM 3                           9.267 METERS 12904     |
 BJ1328| CW1501 INDIAN RM 1                          33.388 METERS 13444     |
 BJ1328| CW1500 INDIAN AZ MK 2                                     1802817.5 |
 BJ1328| CW1502 INDIAN RM 2                          46.156 METERS 20248     |
 BJ1328| BJ1327 INDIAN RM 4                          24.440 METERS 31518     |
 BJ1328| BJ4287 INDIAN 1953 TEMP POINT               74.717 METERS 32914     |
 BJ1328|---------------------------------------------------------------------|
 BJ1328
 BJ1328                          SUPERSEDED SURVEY CONTROL
 BJ1328
 BJ1328  NAD 83(1986)-  30 01 07.99343(N)    090 08 30.59325(W) AD(       ) 1
 BJ1328  NAD 27      -  30 01 07.26647(N)    090 08 30.32904(W) AD(       ) 1
 BJ1328  NAVD 88 (02/14/94)   -0.213  (m)           -0.70   (f) UNKNOWN     1 2
 BJ1328  NGVD 29 (??/??/??)   -0.027  (m)           -0.09   (f) ADJUSTED    1 2
 BJ1328
 BJ1328.Superseded values are not recommended for survey control.
 BJ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1328.See file dsdata.txt to determine how the superseded data were derived.
 BJ1328
 BJ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7566924319(NAD 83)
 BJ1328_MARKER: DS = TRIANGULATION STATION DISK
 BJ1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1328_SP_SET: CONCRETE POST
 BJ1328_STAMPING: INDIAN 1953
 BJ1328_MARK LOGO: CGS   
 BJ1328_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ1328_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1328+STABILITY: SURFACE MOTION
 BJ1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1328+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1994
 BJ1328
 BJ1328  HISTORY     - Date     Condition        Report By
 BJ1328  HISTORY     - 1953     MONUMENTED       CGS
 BJ1328  HISTORY     - 1960     GOOD             CGS
 BJ1328  HISTORY     - 1963     GOOD             CGS
 BJ1328  HISTORY     - 1963     GOOD             CGS
 BJ1328  HISTORY     - 1964     GOOD             CGS
 BJ1328  HISTORY     - 1966     GOOD             CGS
 BJ1328  HISTORY     - 1972     GOOD             NGS
 BJ1328  HISTORY     - 1984     POOR             LA-051
 BJ1328  HISTORY     - 1985     POOR             USPSQD
 BJ1328  HISTORY     - 19941213 GOOD             NGS
 BJ1328
 BJ1328                          STATION DESCRIPTION
 BJ1328
 BJ1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1328'THE STATION IS NEAR THE NORTH CENTRAL PART OF THE BONNABEL
 BJ1328'PLACE SUB-DIVISION OF NEW ORLEANS, 82.0 FEET NORTH OF A LARGE
 BJ1328'OAK TREE, 63.0 FEET SOUTHEAST OF A STREET LIGHT POLE, 47.0
 BJ1328'FEET WEST OF THE CENTER OF A SHELL STREET AND ABOUT 70 YARDS
 BJ1328'SOUTH OF THE LEVEE ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN.
 BJ1328'IT PROJECTS 3 INCHES AND IS STAMPED INDIAN 1953.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 1 IS 45.0 FEET SOUTH OF THE CENTER OF
 BJ1328'A DRIVEWAY, 35.0 FEET EAST OF THE CENTER OF A SHELL STREET,
 BJ1328'4.0 FEET SOUTH OF A POWERLINE POLE AND 1.0 FOOT WEST OF
 BJ1328'A YARD FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED INDIAN
 BJ1328'NO 1 1953.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 2 IS 103.0 FEET WEST OF THE CENTER OF
 BJ1328'A SHELL STREET, 20.0 FEET NORTH OF A DRIVEWAY, 8.0 FEET
 BJ1328'EAST OF A YARD FENCE AND 4.0 FEET SOUTHWEST OF A POWERLINE
 BJ1328'POLE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 BJ1328'IS STAMPED INDIAN NO 2 1953.
 BJ1328'
 BJ1328'THE AZIMUTH MARK IS 75.0 FEET NORTH OF A FIRE HYDRANT, 15.0 FEET
 BJ1328'WEST OF THE CENTER OF LAKE SHORE DRIVE AND 1.5 FEET SOUTH
 BJ1328'OF A POWERLINE TRANSFORMER POLE.  IT PROJECTS 6 INCHES AND
 BJ1328'IS STAMPED INDIAN 1953.
 BJ1328'
 BJ1328'TO REACH THE STATION FROM THE NEW CANAL LIGHTHOUSE IN THE
 BJ1328'WEST END SUB-DIVISION OF NEW ORLEANS, GO SOUTH ON LAKE SHORE
 BJ1328'DRIVE FOR 0.25 MILE TO LAKE AVENUE, TURN RIGHT AND GO WEST
 BJ1328'ON LAKE AVENUE ACROSS THE CANAL BRIDGE.  IMMEDIATELY AFTER
 BJ1328'CROSSING THE BRIDGE, TURN LEFT ON PONTCHARTRAIN BOULEVARD
 BJ1328'AND GO SOUTH FOR 0.15 MILE TO THE HAMMOND HIGHWAY.  HERE
 BJ1328'TURN RIGHT AND GO WEST ON THE HAMMOND HIGHWAY FOR 0.4 MILE
 BJ1328'TO ORLEANS AVENUE, TURN LEFT AND GO SOUTH ALONG THE WEST
 BJ1328'EDGE OF A CANAL ON ORLEANS AVENUE FOR 0.1 MILE TO LIVE OAK
 BJ1328'AVENUE.  TURN RIGHT ON LIVE OAK AVENUE AND GO WEST FOR 1.15
 BJ1328'MILE TO A CROSS-STREET, TURN RIGHT AND GO NORTH ON A SHELL
 BJ1328'STREET FOR 0.1 MILE AND THE STATION ON THE LEFT
 BJ1328'
 BJ1328'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 BJ1328'SHELL STREET FOR 0.1 MILE TO LIVE OAK AVENUE, TURN LEFT
 BJ1328'AND GO EAST ON LIVE OAK AVENUE FOR 0.35 MILE TO LAKE SHORE
 BJ1328'DRIVE, TURN RIGHT ON LAKE SHORE DRIVE AND GO SOUTH FOR 0.2
 BJ1328'MILE TO A POWERLINE TRANSFORMER POLE AND THE AZIMUTH ON
 BJ1328'THE RIGHT
 BJ1328'
 BJ1328'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 BJ1328
 BJ1328                          STATION RECOVERY (1960)
 BJ1328
 BJ1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ1328'THE STATION WAS VISITED 12-17-60 AND THE STATION MARK AND
 BJ1328'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BJ1328'THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE.  REFERENCE
 BJ1328'MARK NO. 1 WAS REQUESTED MOVED AT THIS DATE BY THE PROPERTY
 BJ1328'OWNER WHO IS BUILDING A HOUSE AT 1715 BONNABEL BLVD.  REFERENCE
 BJ1328'MARK NO. 3 WAS ESTABLISHED AT THIS DATE AND REFERENCE MARK
 BJ1328'NO. 1 WAS DESTROYED.  THE DISK FOR REFERENCE MARK NO. 1 WAS
 BJ1328'RECLAIMED.
 BJ1328'
 BJ1328'THE STATION IS LOCATED ON THE SOUTH SHORE OF LAKE PONCHARTRAIN,
 BJ1328'ON BONNABEL BLVD. BETWEEN LIVE OAK STREET AND THE LEVEE.
 BJ1328'IT IS 190 FEET SOUTH OF THE CENTER OF THE TOP OF THE LEVEE,
 BJ1328'47 FEET WEST OF THE CENTER OF WHAT IS NOW THE EAST LANE OF
 BJ1328'A FUTURE 2 LANE BONNABEL BLVD. 60 FEET EAST OF A CYLCONE
 BJ1328'FENCE, 125 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BJ1328'RED BRICK HOUSE AT 1715 BONNABEL BLVD. 35 FEET NORTH OF THE
 BJ1328'PROJECTED PLANE OF THE NORTH WALL OF THE ABOVE MENTIONED
 BJ1328'HOUSE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BJ1328'STANDARD DISK, STAMPED INDIAN 1953, PROJECTING 4 INCHES.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 2 IS 151.43 FEET SOUTHWEST OF THE STATION,
 BJ1328'103 FEET WEST OF THE EAST LANE OF BONNABEL BLVD. 7 FEET
 BJ1328'EAST OF A CYCLONE FENCE, 3.5 FEET SOUTHWEST OF A POWER POLE,
 BJ1328'21 FEET NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO
 BJ1328'A WHITE HOUSE, AND 69 FEET WEST OF A FIRE HYDRANT.  IT IS
 BJ1328'A STANDARD DISK, STAMPED INDIAN NO 2 1953, FLUSH WITH THE
 BJ1328'GROUND.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 3 IS 99.75 FEET SOUTHEAST OF THE STATION,
 BJ1328'33 FEET EAST OF THE CENTER OF BONNBEL BLVD. 26.7 FEET WEST
 BJ1328'OF THE WEST WALL OF THE RED BRICK HOUSE AT 1715 BONNABEL
 BJ1328'BLVD. 1 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK, 5 FEET
 BJ1328'SOUTH OF THE PROJECTED SOUTH EDGE OF THE SIDEWALK LEADING
 BJ1328'TO THE HOUSE, 31 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 BJ1328'OF THE HOUSE, AND ON THE PROJECTED PLANE OF THE NORTH WALL
 BJ1328'OF THE WEST WING OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED
 BJ1328'INDIAN NO 3 1953, FLUSH WITH THE GROUND AND THE SAME
 BJ1328'ELEVATION AS THE SIDEWALK.
 BJ1328
 BJ1328                          STATION RECOVERY (1963)
 BJ1328
 BJ1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BJ1328'THE STATION WAS VISITED 9-13-63 AND THE STATION MARK, REFERENCE
 BJ1328'MARKS NO. 2 AND 3 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BJ1328'MARK HAD BE DESTROYED AT A PREVIOUS DATE.  REFERENCE MARKS
 BJ1328'NO. 2 AND 3 WERE DESTROYED AT THIS DATE DUE TO OBSTRUCTING
 BJ1328'A SEWAGE LINE.  REFERENCE MARKS NO. 4 AND 5 WERE ESTABLISHED
 BJ1328'TO REPLACE THEM.  THE DISKS FOR REFERENCE MARKS NO. 2 AND
 BJ1328'3 WERE RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 BJ1328'
 BJ1328'THE STATION IS LOCATED ABOUT 0.75 MILE EAST ALONG THE LEVEE
 BJ1328'FROM THE SOUTH END OF THE PONTCHARTRAIN CAUSEWAY, 1.25 MILE
 BJ1328'NORTH OF VETERANS HIGHWAY, AT THE INTERSECTION OF BONNABLE
 BJ1328'BLVD AND THE LEVEE ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN,
 BJ1328'199 FEET SOUTH OF THE TOP OF THE LEVEE, 60 FEET EAST OF A
 BJ1328'CYCLONE FENCE LINE, 62 FEET SOUTHEAST OF A POWER POLE WITH
 BJ1328'A STREET LIGHT, 125 FEET NORTHWEST OF THE NORTHWEST CORNER
 BJ1328'OF THE HOUSE AT 1715 BONNABLE BLVD., 35 FEET NORTH OF THE
 BJ1328'PROJECTED PLANE OF THE NORTH WALL OF THE ABOVE MENTIONED
 BJ1328'HOUSE, 47 FEET WEST OF THE CENTER OF THE EAST LANE OF THE
 BJ1328'BLVD. (WEST LANE NOT YET BUILT), 1 FOOT WEST OF A METAL
 BJ1328'WITNESS POST AND 1.5 FEET NORTH OF A NORTHER METAL WITNESS
 BJ1328'POST.  IT IS A STANDARD DISK, STAMPED INDIAN NO 4 1953,
 BJ1328'PROJECTING 4 INCHES.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 4 IS 80.30 FEET NORTHWEST OF THE STATION,
 BJ1328'1 FOOT NORTHEAST OF THE NORTHEAST CORNER OF A CYCLONE FENCE
 BJ1328'CORNER AROUND A VACANT LOT, 18 FEET NORTH-NORTHWEST OF A
 BJ1328'POWER POLE WITH STREET LIGHT, 140 FEET SOUTH OF THE TOP
 BJ1328'OF THE LEVEE AND 106 FEET WEST OF THE EAST LANE OF BONNABLE
 BJ1328'BLVD.  IT IS A STANDARD DISK, STAMPED INDIAN NO 4 1953,
 BJ1328'PROJECTING 4 INCHES.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 5 IS 90.53 FEET NORTHEAST OF THE STATION,
 BJ1328'30 FEET EAST OF THE CENTER OF THE EAST LANE OF THE BLVD,
 BJ1328'2.5 FEET NORTH OF A POWER POLE, 7.5 FEET WEST OF A FENCE
 BJ1328'LINE, 57 FEET NORTH OF THE NORTHEDGE OF THE CONCRETE DRIVEWAY,
 BJ1328'150 FEET SOUTH OF THE CENTER OF THE TOP OF THE LEVEE.  IT
 BJ1328'IS A STANDARD DISK, STAMPED INDIAN NO 5 1953, PROJECTING
 BJ1328'4 INCHES.
 BJ1328'
 BJ1328'THE DISTANCE BETWEEN REFERENCE MARK NO. 4 AND 5 IS 134.90 FEET.
 BJ1328
 BJ1328                          STATION RECOVERY (1963)
 BJ1328
 BJ1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1328'IN NEW ORLEANS.
 BJ1328'AT METAIRIE, 0.65 MILE EAST ALONG PONTCHARTRAIN LEVEE FROM NORTH
 BJ1328'CAUSEWAY BOULEVARD, NEAR THE EXTREME NORTH END OF BONNABEL BOULEVARD,
 BJ1328'48 FEET WEST OF THE CENTER LINE OF THE BOULEVARD, 60 FEET EAST OF A
 BJ1328'FENCE LINE, 62 FEET SOUTHEAST OF A POWER POLE, 1 1/2 FEET WEST OF A
 BJ1328'METAL WITNESS POST AND IS A DISK SET IN TOP OF A CONCRETE POST
 BJ1328'PROJECTING 4 INCHES.
 BJ1328
 BJ1328                          STATION RECOVERY (1964)
 BJ1328
 BJ1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1328'THE STATION AND REFERENCE MARK NO. 4 AND 5 WERE RECOVERED
 BJ1328'AND FOUND IN GOOD CONDITION.  THE STATION MAY BE REACHED
 BJ1328'BY GOING 0.65 MILE EAST ALONG PONTCHARTRAIN LEVEE FROM THE
 BJ1328'NORTH CAUSEWAY BLVD, NEAR THE EXTREME NORTH END OF BONNABEL
 BJ1328'BLVD, 48 FEET WEST OF THE CENTER LINE OF THE BLVD, 60 FEET
 BJ1328'EAST OF A FENCE LINE, 62 FEET SOUTHEAST OF A POWER LINE
 BJ1328'POLE, 1-1/2 FEET EAST OF A METAL WITNESS POST.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 4 IS 80.3 FEET NORTHWEST OF THE STATION,
 BJ1328'19 FEET NORTHWEST OF A POWER LINE POLE, 36 YARDS WEST OF
 BJ1328'THE CENTER LINE OF THE BLVD, 1-1/2 FEET NORTH OF A METAL
 BJ1328'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BJ1328'3 INCHES ABOVE THE GROUND.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 5 90.5 FEET NORTHEAST OF THE STATION,
 BJ1328'30 FEET EAST OF THE CENTER LINE OF THE BLVD, 2-1/2 FEET
 BJ1328'NORTH OF A POWER LINE POLE, SET IN TOP OF CONCRETE POST
 BJ1328'PROJECTING 3 INCHES ABOVE GROUND.
 BJ1328'
 BJ1328'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS
 BJ1328'NOT RECOVERED.
 BJ1328
 BJ1328                          STATION RECOVERY (1966)
 BJ1328
 BJ1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BJ1328'THE STATION, REFERENCE MARKS 4 AND 5 WERE RECOVERED IN GOOD
 BJ1328'CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN DESTROYED.
 BJ1328'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE DISTANCE
 BJ1328'TO REFERENCE MARK 4 CHECKED BUT THE DISTANCE TO REFERENCE
 BJ1328'MARK 5 WAS FOUND TO BE .05 OF A FOOT LONGER THAN THE ORIGINAL
 BJ1328'MEASUREMENT.  THE DIRECTION BETWEEN THE MARKS WERE 2 MINUTES
 BJ1328'AND 10 SECONDS LARGER THAN THE PREVIOUS MEASUREMENT.
 BJ1328'
 BJ1328'A COMPLETE NEW DESCRIPTION FOLLOWS--
 BJ1328'
 BJ1328'STATION IS LOCATED ON THE SOUTH SHORE OF LAKE PONTCHARTRAIN
 BJ1328'ABOUT 0.75 MILE EAST OF THE SOUTH OF THE PONTCHARTRAIN CAUSEWAY
 BJ1328'AT THE END OF BONNABEL BOULEVARD.
 BJ1328'
 BJ1328'TO REACH THE STATION FROM THE JUNCTION OF VETERANS HIGHWAY
 BJ1328'AND BONNABEL BOULEVARD, GO NORTH ON BONNABEL BOULEVARD FOR
 BJ1328'0.75 MILE TO A CONCRETE BRIDGE ACROSS A SMALL CANAL AND THE
 BJ1328'AZIMUTH MARK ON THE RIGHT NEAR THE NORTHEAST CORNER OF THE
 BJ1328'BRIDGE.  CONTINUE NORTH ON BONNABEL BOULEVARD FOR 0.3 MILE
 BJ1328'TO A CROSS STREET (LIVE OAK STREET) CONTINUE NORTH ON A
 BJ1328'SHELL ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 BJ1328'
 BJ1328'STATION MARK IS A STANDARD DISK STAMPED INDIAN 1953.  THE
 BJ1328'DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 BJ1328'5 INCHES.  IT IS 1.6 FEET EAST OF A METAL WITNESS POST, 49
 BJ1328'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 62 FEET SOUTHEAST
 BJ1328'OF A POWER POLE, 89 FEET SOUTHWEST OF A POWER POLE AND 200
 BJ1328'FEET SOUTH OF THE CENTER OF THE TOP OF THE LEVEE.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED INDIAN NO 4
 BJ1328'1963, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 BJ1328'3 INCHES.  IT IS 1 FOOT NORTHEAST OF A FENCE CORNER, 1.3
 BJ1328'FEET NORTH OF A METAL WITNESS POST AND 19 FEET NORTHWEST
 BJ1328'OF A POWER POLE.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED INDIAN NO
 BJ1328'5 1963, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 BJ1328'4 INCHES IT IS 1 FOOT NORTHEAST OF A METAL WITNESS POST,
 BJ1328'2.4 FEET NORTH OF A POWER POLE AND 25 FEET EAST OF THE CENTER
 BJ1328'OF THE GRAVELED ROAD.
 BJ1328'
 BJ1328'AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 BJ1328'A CONCRETE WALK AT THE NORTHEAST CORNER OF A BRIDGE OVER A
 BJ1328'SMALL CANAL.  THE DISK IS STAMPED INDIAN 1953 RESET 1966.
 BJ1328'IT IS 2.5 FEET WEST OF THE BRIDGE GUARD RAIL, 19 FEET EAST
 BJ1328'OF THE CENTERLINE OF BONNABEL BOULEVARD AND 41 FEET SOUTH
 BJ1328'OF THE CENTER OF DUBLIN STREET.
 BJ1328'
 BJ1328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ1328
 BJ1328                          STATION RECOVERY (1972)
 BJ1328
 BJ1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ1328'THE STATION MARK, REFERENCE MARKS 4 AND 5 AND THE AZIMUTH
 BJ1328'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 BJ1328'IN MEASUREMENT TO BOTH REFERENCE MARKS WERE FOUND AS SHOWN.
 BJ1328'REFERENCE MARK 4 MINUS 0.036 METER, REFERENCE MARK 5 PLUS
 BJ1328'0.018 METER.  THE HORIZONTAL ANGLE TO THE REFERENCE MARKS
 BJ1328'CHECKED ADEQUATELY.  THE AZIMUTH MARK IS OBSTRUCTED DUE
 BJ1328'TO TREES ON LINE.
 BJ1328'
 BJ1328'THE 1953 DESCRIPTION TO REACH IS ADEQUATE.
 BJ1328'
 BJ1328'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH
 BJ1328'METAIRIE
 BJ1328
 BJ1328                          STATION RECOVERY (1984)
 BJ1328
 BJ1328'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BJ1328'RECPVERED IN POOR CONDITION, THE CONCRETE POST HAS BEEN CHIPPED ON
 BJ1328'THE SIDES AND THE DISK HAS BEEN MARRED SOME BUT MARK IS SOLID AND
 BJ1328'USEABLE, MARK IS LOCATED AT THE EXTREME NORTH END OF BONNDBLE BLVD,
 BJ1328'ATHE THE NORTH END OF MEDIAM, 60 FEEET SOUTHEAST OF A POWER POLE, 12
 BJ1328'FEET SOUTHJ OF THE NORTH CURB OF THE MEDIAM, 6 FEET WEST OF THE EAST
 BJ1328'CURB OF THE MEDIAM, 25 FEET EAST OF THE WEST CURB.
 BJ1328'THE MARK IS 1.0 FT ABOVE STREET.
 BJ1328
 BJ1328                          STATION RECOVERY (1985)
 BJ1328
 BJ1328'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 BJ1328'INDIAN 1953 FOUND POOR--DISK HAS BEEN DEFACED, CONCRETE MONUMENT IS
 BJ1328'IN POOR CONDITION.
 BJ1328'
 BJ1328'NOTE ON LOCATION--BONNABLE BLVD. NORTH OF LIVE OAK ST. IS NO LONGER
 BJ1328'GRAVEL.  IT HAS BEEN WIDENED AND PAVED--TWO TWO-LANE ROADWAYS
 BJ1328'SEPARATED BY A BOULEVARD.  THE STATION IS LOCATED IN THE NW CORNER
 BJ1328'OF BOULEVARD, JUST SOUTH OF LAST TURNAROUND BEFORE THE LEVEE RAMP.
 BJ1328'
 BJ1328'INDIAN 1953 RESET 1966 AZIMUTH MARK FOUND GOOD.
 BJ1328'
 BJ1328'LOCATED ABOUT THREE FEET EAST OF NORTH BOUND LANE OF BONNABLE BLVD,
 BJ1328'EMBEDDED IN SIDEWALK.  THE SIDEWALK IS PART OF BRIDGE OVER SMALL
 BJ1328'CANAL, BETWEEN W. ESPLANADE AVE. NORTH (NORTH SIDE OF CANAL) AND W.
 BJ1328'ESPLANADE SOUTH (SOUTH SIDE OF CANAL.  MARK LIES ABOUT TWENTY FEET
 BJ1328'SOUTH OF WEST ESPLANADE NORTH ROADWAY.
 BJ1328'
 BJ1328'REFERENCE MARK NO. 4 NOT RECOVERED.  A THOROUGH SEARCH OF THE SURFACE
 BJ1328'AND SUBSURFACE WAS MADE.  HOWEVER, THE LEVEE AREA IN THIS VICINITY
 BJ1328'HAS BEEN FILLED IN WITH DIRT AND SOD.  THE REFERENCE MARK WAS
 BJ1328'LIKELY REMOVED AND/OR COVERED.  SUGGEST REPLACING WITH NEW
 BJ1328'REFERENCE MARK IN SAME LOCATION.
 BJ1328'
 BJ1328'INDIAN NO. 5 1963 FOUND GOOD.
 BJ1328'
 BJ1328'LOCATED IN THE NORTHERN MOST DRIVEWAY OF THE HOUSE AT 1525 BONNABLE
 BJ1328'BLVD.  THE BRONZE DISK IS FLUSH WITH THE SURFACE OF THE DRIVEWAY,
 BJ1328'EMBEDDED IN CONCRETE.  IT IS APPROX. 4.5 FT. S OF POWER POLE.
 BJ1328'APPROX. 9 FT. E OF E EDGE OF NORTHBOUND BONNABLE BLVD.  AND
 BJ1328'APPROX. 11 FT. N OF S EDGE OF DRIVEWAY.  THERE IS NO LONGER A WITNESS
 BJ1328'POST.
 BJ1328
 BJ1328                          STATION RECOVERY (1994)
 BJ1328
 BJ1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1328'IN METAIRIE, AT THE INTERSECTION OF BONNABEL BOULEVARD AND LIVE OAK
 BJ1328'STREET, 85.2 M (279.5 FT) NORTH OF THE STREET CENTER, 34.4 M (112.9
 BJ1328'FT) NORTH OF A FIRE HYDRANT, 27.9 M (91.5 FT) SOUTHWEST OF REFERENCE
 BJ1328'MARK 5, 24.5 M (80.4 FT) SOUTHEAST OF REFERENCE MARK 4, 14.3 M (46.9
 BJ1328'FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE BOULEVARD,
 BJ1328'5.3 M (17.4 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANE OF THE
 BJ1328'BOULEVARD, 4.6 M (15.1 FT) SOUTH OF THE NORTH END OF A BOULEVARD
 BJ1328'MEDIAN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND THE
 BJ1328'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0860 ***********************************************************************
 BK0860  DESIGNATION -  INDIAN
 BK0860  PID         -  BK0860
 BK0860  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0860  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0860
 BK0860                         *CURRENT SURVEY CONTROL
 BK0860  ___________________________________________________________________
 BK0860* NAD 83(1992)-  30 26 10.47737(N)    092 59 58.84025(W)     ADJUSTED  
 BK0860* NAVD 88     -        11.089  (meters)      36.38   (feet)  ADJUSTED  
 BK0860  ___________________________________________________________________
 BK0860  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BK0860  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0860  DYNAMIC HT  -          11.075 (meters)      36.34  (feet)  COMP
 BK0860  MODELED GRAV-     979,337.6   (mgal)                       NAVD 88
 BK0860
 BK0860  HORZ ORDER  -  SECOND
 BK0860  VERT ORDER  -  FIRST     CLASS II
 BK0860
 BK0860.The horizontal coordinates were established by classical geodetic methods
 BK0860.and adjusted by the National Geodetic Survey in January 1993..
 BK0860
 BK0860.The orthometric height was determined by differential leveling
 BK0860.and adjusted by the National Geodetic Survey in February 1994..
 BK0860
 BK0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0860
 BK0860.The geoid height was determined by GEOID03.
 BK0860
 BK0860.The dynamic height is computed by dividing the NAVD 88
 BK0860.geopotential number by the normal gravity value computed on the
 BK0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0860.degrees latitude (g = 980.6199 gals.).
 BK0860
 BK0860.The modeled gravity was interpolated from observed gravity values.
 BK0860
 BK0860;                    North         East     Units Scale Factor Converg.
 BK0860;SPC LA S     -   215,787.378   839,941.405   MT  0.99995452   -0 49 59.5
 BK0860;SPC LA S     -   707,962.42  2,755,707.76   sFT  0.99995452   -0 49 59.5
 BK0860;UTM  15      - 3,367,126.298   500,030.934   MT  0.99960000   +0 00 00.6
 BK0860
 BK0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0860!SPC LA S     -   1.00000254  x   0.99995452  =   0.99995706
 BK0860!UTM  15      -   1.00000254  x   0.99960000  =   0.99960254
 BK0860
 BK0860:                Primary Azimuth Mark                     Grid Az
 BK0860:SPC LA S     -  LE BLANC TRANSCON GAS CO MAST            031 29 23.8
 BK0860:UTM  15      -  LE BLANC TRANSCON GAS CO MAST            030 39 23.7
 BK0860
 BK0860|---------------------------------------------------------------------|
 BK0860| PID    Reference Object                     Distance      Geod. Az  |
 BK0860|                                                           dddmmss.s |
 BK0860| BK2998 LE BLANC TRANSCON GAS CO MAST       APPROX.10.3 KM 0303924.3 |
 BK0860| BK2956 KINDER SW STATES TEL MW             APPROX.15.4 KM 0690003.9 |
 BK0860| BK2971 FONTENOT TENN GAS PLINE MST         APPROX.11.9 KM 0892133.0 |
 BK0860| BK0859 INDIAN RM 1                          40.681 METERS 12540     |
 BK0860| BK2963 FENTON BELL TEL MICROWAVE MAST      APPROX.16.1 KM 1331323.1 |
 BK0860| BK2966 FENTON RICE CORP WATER TANK         APPROX.11.2 KM 1355347.8 |
 BK0860| BK0861 INDIAN RM 2                          34.467 METERS 22356     |
 BK0860| BK3075 BLANC                               APPROX. 5.1 KM 3383002.9 |
 BK0860|---------------------------------------------------------------------|
 BK0860
 BK0860                          SUPERSEDED SURVEY CONTROL
 BK0860
 BK0860  NAD 83(1986)-  30 26 10.49760(N)    092 59 58.83322(W) AD(       ) 2
 BK0860  NAD 27      -  30 26 09.77099(N)    092 59 58.28868(W) AD(       ) 2
 BK0860  NGVD 29 (??/??/??)   11.025  (m)           36.17   (f) ADJUSTED    1 2
 BK0860
 BK0860.Superseded values are not recommended for survey control.
 BK0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0860.See file dsdata.txt to determine how the superseded data were derived.
 BK0860
 BK0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0003167126(NAD 83)
 BK0860_MARKER: DS = TRIANGULATION STATION DISK
 BK0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0860_SP_SET: CONCRETE POST
 BK0860_STAMPING: INDIAN 1963
 BK0860_MARK LOGO: CGS   
 BK0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0860+STABILITY: SURFACE MOTION
 BK0860
 BK0860  HISTORY     - Date     Condition        Report By
 BK0860  HISTORY     - 1963     MONUMENTED       CGS
 BK0860  HISTORY     - 1963     GOOD             CGS
 BK0860  HISTORY     - 1969     GOOD             LADTD
 BK0860  HISTORY     - 1986     GOOD             NGS
 BK0860  HISTORY     - 20040115 GOOD             USPSQD
 BK0860
 BK0860                          STATION DESCRIPTION
 BK0860
 BK0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK0860'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF INDIAN
 BK0860'VILLAGE, 6-1/2 MILES NORTHWEST OF FENTON, 9-1/4 MILES SOUTHWEST
 BK0860'OF KINDER AND 0.1 MILE EAST NORTHEAST OF THE INDIAN VILLAGE
 BK0860'CEMETERY ON THE J.A. BEL ESTATE.
 BK0860'
 BK0860'TO REACH THE STATION SITE FROM THE COOPERS GROCERY MARKET
 BK0860'IN INDIAN VILLAGE, GO WEST ON THE MAIN HIGHWAY FOR 1.3 MILES
 BK0860'TO A SIDE ROAD RIGHT, AND A SIGN ON THE LEFT INDIAN VILLAGE
 BK0860'CEMETERY.  TURN RIGHT AND GO SOUTHWEST ON THE CEMETERY ROAD,
 BK0860'PASSING THROUGH A GATE ON ROUTE, FOR 0.25 MILE TO A SMALL HILL
 BK0860'ON THE RIGHT AND THE STATION.
 BK0860'
 BK0860'THE STATION IS A STANDARD DISK STAMPED INDIAN 1963 SET IN A
 BK0860'10 X 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BK0860'IT IS 4.6 FEET SOUTHWEST OF A 3 INCH DIAMETER CREOSOTE WOOD
 BK0860'WITNESS POST WITH SIGN.  18.7 FEET EAST OF A PINE TREE WITH
 BK0860'TRIANGULAR BLAZE.  53.0 FEET NORTH OF DIRT ROAD.
 BK0860'
 BK0860'REFERENCE MARK 1 IS A STANDARD DISK STAMPED INDIAN NO 1 1963
 BK0860'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 BK0860'THE GROUND.  IT IS 1.0 FEET NORTH OF A FENCE.  37.0 FEET SOUTH
 BK0860'OF A DIRT ROAD.  26.0 FEET SOUTHEAST OF PINE TREE WITH TRIANGULAR
 BK0860'BLAZE.
 BK0860'
 BK0860'REFERENCE MARK 2 IS A STANDARD DISK STAMPED INDIAN NO 2 1963
 BK0860'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 BK0860'THE GROUND.  IT IS 1.0 NORTH OF A FENCE LINE.  19.6 FEET SOUTH
 BK0860'OF DIRT ROAD.  5.0 FEET EAST OF PINE TREE WITH TRIANGULAR
 BK0860'BLAZE.
 BK0860'
 BK0860'HEIGHT OF LIGHT ABOVE STATION MARK 30.19 METERS.
 BK0860
 BK0860                          STATION RECOVERY (1963)
 BK0860
 BK0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK0860'THE STATION, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BK0860'THE STATION IS NEAR INDIAN VILLAGE CEMETERY WHICH IS IN
 BK0860'JEFFERSON DAVIS PARISH INSTEAD OF ALLEN PARISH.  THE DESCRIPTION
 BK0860'BY R.W.T. 1963, IS ADEQUATE FOR RECOVERY.
 BK0860
 BK0860                          STATION RECOVERY (1969)
 BK0860
 BK0860'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0860'12.0 MI S FROM KINDER.
 BK0860'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0860'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0860'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK0860'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE 6.6
 BK0860'MILES SOUTHWEST ALONG STATE ROUTE 383, THENCE 0.2 MILES WEST ON A DIRT
 BK0860'ROAD LEADING TO THE INDIAN VILLAGE CEMETARY ON THE J. A. BELL ESTATE,
 BK0860'134 FEET NORTHWEST OF INDIAN RM NO. 1, 113 FEET NORTHEAST OF INDIAN RM
 BK0860'NO. 2, 53 FEET NORTH OF A DIRT ROAD, 18.7 FEET WEST OF A PINE TREE
 BK0860'WITH A TRIANGULAR BLAZE CARVED IN IT, 4.6 FEET SOUTHEAST OF A STEEL
 BK0860'WITNESS POST, 2 FEET ABOVE ROAD, SET IN THE TOP OF A CONCRETE POST
 BK0860'FLUSH WITH GROUND.  SECTION 20, T 7S, R 6W.
 BK0860
 BK0860                          STATION RECOVERY (1986)
 BK0860
 BK0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0860'RECOVERED IN GOOD CONDITION.
 BK0860
 BK0860                          STATION RECOVERY (2004)
 BK0860
 BK0860'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3463 ***********************************************************************
 BJ3463  DESIGNATION -  INDIAN
 BJ3463  PID         -  BJ3463
 BJ3463  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3463  USGS QUAD   -  COMITE (1996)
 BJ3463
 BJ3463                         *CURRENT SURVEY CONTROL
 BJ3463  ___________________________________________________________________
 BJ3463* NAD 83(1992)-  30 36 45.63597(N)    091 00 56.57759(W)     ADJUSTED  
 BJ3463* NAVD 88     -        25.719  (meters)      84.38   (feet)  ADJUSTED  
 BJ3463  ___________________________________________________________________
 BJ3463  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ3463  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3463  DYNAMIC HT  -          25.685 (meters)      84.27  (feet)  COMP
 BJ3463  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ3463
 BJ3463  HORZ ORDER  -  FIRST
 BJ3463  VERT ORDER  -  SECOND    CLASS I
 BJ3463
 BJ3463.The horizontal coordinates were established by classical geodetic methods
 BJ3463.and adjusted by the National Geodetic Survey in January 1993..
 BJ3463
 BJ3463.The orthometric height was determined by differential leveling
 BJ3463.and adjusted by the National Geodetic Survey in February 1994..
 BJ3463
 BJ3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3463
 BJ3463.The geoid height was determined by GEOID03.
 BJ3463
 BJ3463.The dynamic height is computed by dividing the NAVD 88
 BJ3463.geopotential number by the normal gravity value computed on the
 BJ3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3463.degrees latitude (g = 980.6199 gals.).
 BJ3463
 BJ3463.The modeled gravity was interpolated from observed gravity values.
 BJ3463
 BJ3463;                    North         East     Units Scale Factor Converg.
 BJ3463;SPC LA S     -   234,224.742 1,030,455.150   MT  0.99998259   +0 09 31.7
 BJ3463;SPC LA S     -   768,452.34  3,380,751.60   sFT  0.99998259   +0 09 31.7
 BJ3463;UTM  15      - 3,388,355.758   690,211.535   MT  1.00004634   +1 00 38.8
 BJ3463
 BJ3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3463!SPC LA S     -   1.00000024  x   0.99998259  =   0.99998283
 BJ3463!UTM  15      -   1.00000024  x   1.00004634  =   1.00004658
 BJ3463
 BJ3463:                Primary Azimuth Mark                     Grid Az
 BJ3463:SPC LA S     -  INDIAN AZ MK                             144 26 01.8
 BJ3463:UTM  15      -  INDIAN AZ MK                             143 34 54.7
 BJ3463
 BJ3463|---------------------------------------------------------------------|
 BJ3463| PID    Reference Object                     Distance      Geod. Az  |
 BJ3463|                                                           dddmmss.s |
 BJ3463| BJ3465 INDIAN AZ MK                                       1443533.5 |
 BJ3463| BJ4645 GREENWELL SPRINGS TB HOSP TANK      APPROX. 4.5 KM 1474525.5 |
 BJ3463| BJ4646 GREENWELL SPRINGS TB HOSP MW        APPROX. 4.6 KM 1481844.0 |
 BJ3463| BJ3464 INDIAN RM 1                          37.003 METERS 18608     |
 BJ3463| BJ3462 INDIAN RM 2                          47.899 METERS 26300     |
 BJ3463|---------------------------------------------------------------------|
 BJ3463
 BJ3463                          SUPERSEDED SURVEY CONTROL
 BJ3463
 BJ3463  NAD 83(1986)-  30 36 45.65350(N)    091 00 56.57468(W) AD(       ) 1
 BJ3463  NAD 27      -  30 36 44.98299(N)    091 00 56.20191(W) AD(       ) 1
 BJ3463  NGVD 29 (07/19/86)   25.9    (m)           85.     (f) VERT ANG       
 BJ3463
 BJ3463.Superseded values are not recommended for survey control.
 BJ3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3463.See file dsdata.txt to determine how the superseded data were derived.
 BJ3463
 BJ3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9021288356(NAD 83)
 BJ3463_MARKER: DS = TRIANGULATION STATION DISK
 BJ3463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3463_SP_SET: CONCRETE POST
 BJ3463_STAMPING: INDIAN 1970
 BJ3463_MARK LOGO: NGS   
 BJ3463_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ3463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3463+STABILITY: SURFACE MOTION
 BJ3463
 BJ3463  HISTORY     - Date     Condition        Report By
 BJ3463  HISTORY     - 1970     MONUMENTED       NGS
 BJ3463  HISTORY     - 1983     GOOD             LADTD
 BJ3463  HISTORY     - 1987     GOOD             LA-033
 BJ3463
 BJ3463                          STATION DESCRIPTION
 BJ3463
 BJ3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3463'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF DEERFORD, 2-1/2
 BJ3463'MILES NORTH AND 1-1/2 MILES WEST OF THE GREENWELL SPRINGS POST
 BJ3463'OFFICE AND 1-1/2 MILES NORTHWEST OF THE SMALL COMMUNITY OF INDIAN
 BJ3463'MOUND, IN SECTION 16, T 5 S, R 2 E, ON PROPERTY OF THE EAST BATON
 BJ3463'ROUGE PARISH SCHOOL BOARD, MR. JULES ROUX WAS CONTACTED AT THE
 BJ3463'SCHOOL BOARD OFFICE, LOCATED AT 1050 SOUTH FOSTER DRIVE IN BATON
 BJ3463'ROUGE, PHONE NUMBER 926-2790.
 BJ3463'
 BJ3463'TO REACH THE STATION FROM THE POST OFFICE IN GREENWELL SPRINGS, GO
 BJ3463'NORTH ON STATE HIGHWAYS 37 AND 64 FOR 1.6 MILES TO THE JUNCTION OF
 BJ3463'HIGHWAYS 37 AND 64.  TURN LEFT AND GO NORTHERLY ON HIGHWAY 64 FOR
 BJ3463'0.25 MILE TO THE JUNCTION OF HIGHWAYS 64 AND 409.  TURN LEFT AND GO
 BJ3463'WESTERLY ON HIGHWAY 64 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 BJ3463'LEFT IN A BRIDGE ABUTMENT.  CONTINUE WESTERLY ON HIGHWAY 64 FOR
 BJ3463'0.35 MILE TO THE STATION ON THE RIGHT.
 BJ3463'
 BJ3463'THE STATION MARK IS A STANDARD DISK STAMPED INDIAN 1970, SET IN THE
 BJ3463'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ3463'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 53.5 FEET NORTH OF
 BJ3463'THE CENTER OF HIGHWAY 64, 23 FEET NORTHWEST OF A 4 BY 4 CONCRETE
 BJ3463'HIGHWAY RIGHT-OF-WAY MARKER AND 5.5 FEET WEST-SOUTHWEST OF A
 BJ3463'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BJ3463'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ3463'
 BJ3463'REFERENCE MARK 1 IS A STANDARD DISK STAMPED INDIAN NO 1 1970, SET IN
 BJ3463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 10
 BJ3463'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 34 FEET
 BJ3463'EAST-NORTHEAST OF A 20-INCH PINE TREE AND 50 FEET SOUTH OF THE
 BJ3463'CENTER OF HIGHWAY 64 AND 2 FEET WEST OF A METAL WITNESS POST.
 BJ3463'
 BJ3463'REFERENCE MARK 2 IS A STANDARD DISK STAMPED INDIAN NO 2 1970, SET IN
 BJ3463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ3463'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 54 FEET SOUTH OF THE
 BJ3463'CENTER OF HIGHWAY 64 AND 2 FEET EAST OF A METAL WITNESS POST.
 BJ3463'
 BJ3463'THE AZIMUTH MARK IS A STANDARD DISK STAMPED INDIAN 1970, CEMENTED IN
 BJ3463'A DRILL HOLE IN A BRIDGE ABUTMENT.  IT IS 15 FEET SOUTH OF THE CENTER
 BJ3463'OF HIGHWAY 64, 3 FEET NORTHWEST OF A METAL WITNESS POST AND 1.3 FEET
 BJ3463'WEST OF THE EAST END OF THE BRIDGE ABUTMENT.
 BJ3463'
 BJ3463'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 BJ3463
 BJ3463                          STATION RECOVERY (1983)
 BJ3463
 BJ3463'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3463'2.2 KM (1.35 MI) NW FROM INDIAN MOUND.
 BJ3463'ABOUT 2.2 KM (1.35 MILES) WEST ALONG STATE HIGHWAY 64  FROM THE
 BJ3463'JUNCTION OF HIGHWAY 64 AND STATE HIGHWAY 409 IN INDIAN MOUND TO THE
 BJ3463'STATION ON THE RIGHT, 16.3 METERS (53.5 FEET) NORTH OF THE CENTER OF
 BJ3463'THE HIGHWAY AND 7.0 METERS (23 FEET) NORTHWEST OF A RIGHT-OF-WAY
 BJ3463'MARKER.
 BJ3463'THE MARK IS 1.68 METERS  WSW FROM A WITNESS POST.
 BJ3463'THE MARK IS 0.61 M BELOW HIGHWAY 64.
 BJ3463
 BJ3463                          STATION RECOVERY (1987)
 BJ3463
 BJ3463'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3463'RECOVERED IN GOOD CONDITION.  THE MARK IS IN A CLEARING ON THE NORTH
 BJ3463'SIDE OF A TREE LINE AND FENCE LINE ON THE NORTH SIDE OF HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0381 ***********************************************************************
 BK0381  DESIGNATION -  INDIAN
 BK0381  PID         -  BK0381
 BK0381  STATE/COUNTY-  LA/VERMILION
 BK0381  USGS QUAD   -  DUSON (1983)
 BK0381
 BK0381                         *CURRENT SURVEY CONTROL
 BK0381  ___________________________________________________________________
 BK0381* NAD 83(1992)-  30 07 36.40088(N)    092 14 26.99471(W)     ADJUSTED  
 BK0381* NAVD 88     -         6.88   (+/-2cm)      22.6  **(feet)  VERTCON   
 BK0381  **This station is located in a subsidence area (see below).
 BK0381  ___________________________________________________________________
 BK0381  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BK0381  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK0381
 BK0381  HORZ ORDER  -  FIRST
 BK0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0381
 BK0381.The horizontal coordinates were established by classical geodetic methods
 BK0381.and adjusted by the National Geodetic Survey in January 1993..
 BK0381
 BK0381 ** The orthometric height has not been validated since last determined
 BK0381 ** by differential leveling and should not be used for control purposes.
 BK0381 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0381 ** area with valid NAVD 88 orthometric heights.
 BK0381 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0381 ** epoch indicated which incorporates improved geoid heights for the
 BK0381 ** Southern Louisiana Subsidence area.
 BK0381 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0381.The vertical order pertains to the NGVD 29 superseded value.
 BK0381
 BK0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0381
 BK0381.The geoid height was determined by GEOID03.
 BK0381
 BK0381;                    North         East     Units Scale Factor Converg.
 BK0381;SPC LA S     -   180,665.427   912,557.551   MT  0.99992815   -0 27 13.5
 BK0381;SPC LA S     -   592,733.16  2,993,949.23   sFT  0.99992815   -0 27 13.5
 BK0381;UTM  15      - 3,333,076.692   573,127.832   MT  0.99966597   +0 22 51.8
 BK0381
 BK0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0381!SPC LA S     -   1.00000319  x   0.99992815  =   0.99993134
 BK0381!UTM  15      -   1.00000319  x   0.99966597  =   0.99966916
 BK0381
 BK0381|---------------------------------------------------------------------|
 BK0381| PID    Reference Object                     Distance      Geod. Az  |
 BK0381|                                                           dddmmss.s |
 BK0381| CW1497 INDIAN RM 3                          56.437 METERS 03804     |
 BK0381| BJ5148 YOUNGSVILLE MUNICIPAL TANK          APPROX.24.0 KM 0960937.8 |
 BK0381| BK2757 MAURICE CATHOLIC CHURCH SPIRE       APPROX.11.4 KM 1004806.2 |
 BK0381| CW1498 INDIAN RM 4                          63.520 METERS 14213     |
 BK0381| AV0621 ABBEVILLE ST MARY MAGD CATH CH      APPROX.19.6 KM 1492657.4 |
 BK0381| AV0622 ABBEVILLE POWER PLANT TANK          APPROX.19.5 KM 1492902.3 |
 BK0381| CW1494 INDIAN AZ MK 2                                     1952842.6 |
 BK0381| BK2804 KAPLAN MUNICIPAL TANK               APPROX.14.6 KM 1963420.2 |
 BK0381| CW1495 INDIAN RM 1                                        19844     |
 BK0381| CW1496 INDIAN RM 2                         109.728 METERS 27546     |
 BK0381| BK2812 CROWLEY MUTUAL RICE CO TANK         APPROX.15.8 KM 3031601.8 |
 BK0381| BK2789 CROWLEY LOUISIANA RICE CO TANK      APPROX.15.6 KM 3044131.4 |
 BK0381|---------------------------------------------------------------------|
 BK0381
 BK0381                          SUPERSEDED SURVEY CONTROL
 BK0381
 BK0381  NAD 83(1986)-  30 07 36.42032(N)    092 14 26.98882(W) AD(       ) 1
 BK0381  NAD 27      -  30 07 35.68385(N)    092 14 26.52753(W) AD(       ) 1
 BK0381  NGVD 29 (??/??/??)    6.871  (m)           22.54   (f) ADJUSTED    2 0
 BK0381
 BK0381.Superseded values are not recommended for survey control.
 BK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0381.See file dsdata.txt to determine how the superseded data were derived.
 BK0381
 BK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7312833077(NAD 83)
 BK0381_MARKER: DS = TRIANGULATION STATION DISK
 BK0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0381_SP_SET: CONCRETE POST
 BK0381_STAMPING: INDIAN 1931
 BK0381_MARK LOGO: CGS   
 BK0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0381+STABILITY: SURFACE MOTION
 BK0381
 BK0381  HISTORY     - Date     Condition        Report By
 BK0381  HISTORY     - 1931     MONUMENTED       CGS
 BK0381  HISTORY     - 1934     GOOD             LAGS
 BK0381  HISTORY     - 1936     GOOD             LAGS
 BK0381  HISTORY     - 1936     GOOD             LAGS
 BK0381  HISTORY     - 1968     GOOD             LADTD
 BK0381  HISTORY     - 1969     GOOD             CGS
 BK0381  HISTORY     - 1982     GOOD             LADTD
 BK0381  HISTORY     - 1987     GOOD             LADTD
 BK0381  HISTORY     - 19910907 POOR             USPSQD
 BK0381  HISTORY     - 19950913 POOR             USPSQD
 BK0381
 BK0381                          STATION DESCRIPTION
 BK0381
 BK0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK0381'STATION IS ABOUT 9 MILES N OF KAPLAN, IN THE INDIAN BAYOU
 BK0381'CONSOLIDATED SCHOOL GROUNDS AT INDIAN BAYOU.
 BK0381'
 BK0381'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK0381'DISKS SET IN CONCRETE.
 BK0381'
 BK0381'REFERENCE MARK NO. 1 IS AT JUNCTION OF HIGHWAY AND A SIDE
 BK0381'ROAD, 9.38 METERS (30.8 FEET) W OF CENTER LINE OF HIGHWAY
 BK0381'(ROUTE 177) AND 11.13 METERS (36.5 FEET) N OF CENTER LINE OF
 BK0381'SIDE ROAD, 2.11 METERS (6.9 FEET) N OF A FENCE, 1.5 METERS
 BK0381'(5 FEET) W OF A FENCE LINE, AND 0.2 MILE FROM STATION
 BK0381'S 18 DEG 45 MIN W.
 BK0381'
 BK0381'REFERENCE MARK NO. 2 IS IN SCHOOL GROUNDS, 0.7 METER (2 FEET)
 BK0381'E OF A FENCE LINE, 10.90 METERS (35.7 FEET) E OF CENTER LINE
 BK0381'OF THE HIGHWAY (ROUTE 177) AND 360 FEET FROM STATION N 84 DEG
 BK0381'14 MIN W.
 BK0381'
 BK0381'REACHED FROM KAPLAN OR RAYNE BY ROUTE 177.  THE STATION IS
 BK0381'IN SE CORNER OF SCHOOLYARD, 4.05 METERS (13.3 FEET) N OF FENCE
 BK0381'LINE, AND 5.52 METERS (18.1 FEET) E OF PROPERTY LINE.
 BK0381
 BK0381                          STATION RECOVERY (1934)
 BK0381
 BK0381'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BK0381'STATION RECOVERED AS DESCRIBED.
 BK0381
 BK0381                          STATION RECOVERY (1936)
 BK0381
 BK0381'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK0381'STATION WAS FOUND IN VERY GOOD CONDITION.  ORIGINAL DESCRIPTION
 BK0381'STILL APPLIES.
 BK0381
 BK0381                          STATION RECOVERY (1936)
 BK0381
 BK0381'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK0381'STATION RECOVERED AS DESCRIBED.
 BK0381
 BK0381                          STATION RECOVERY (1968)
 BK0381
 BK0381'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK0381'IN INDIAN BAYOU.
 BK0381'LOCATED ON THE CONSOLIDATED SCHOOL GROUNDS OF THE INDIAN BAYOU HIGH
 BK0381'SCHOOL IN INDIAN BAYOU.  IN SECTION 35, T10S, R2E.  463.8 FEET EAST OF
 BK0381'THE CENTERLINE OF LOUISIANA HIGHWAY 700, 105.7 FEET EAST OF THE
 BK0381'SOUTHEAST CORNER OF THE INDIAN BAYOU HIGH SCHOOL, 58.8 FEET SOUTH OF A
 BK0381'30 INCH OAK TREE, 186.8 FEET NORTH OF A CHAIN LINK FENCE SURROUNDING
 BK0381'THE SCHOOL GROUNDS, 121.5 FEET WEST OF A BARBED WIRE FENCE. SET IN TOP
 BK0381'OF A CONCRETE POST SETTING FLUSH WITH THE GROUND.
 BK0381
 BK0381                          STATION RECOVERY (1969)
 BK0381
 BK0381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK0381'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK0381'REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2 AND THE AZIMUTH
 BK0381'MARK HAVE BEEN DESTROYED.  REFERENCE MARK NUMBER 3, REFERENCE MARK
 BK0381'NUMBER 4 AND THE AZIMUTH MARK WERE ESTABLISHED AT THIS DATE.
 BK0381'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK0381'
 BK0381'THE STATION IS ABOUT 9 MILES SOUTHEAST OF CROWLEY, 8 MILES SOUTHWEST
 BK0381'OF DUSON AND LOCATED ON THE INDIAN BAYOU SCHOOL GROUNDS.
 BK0381'
 BK0381'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 700 AND 92
 BK0381'AT INDIAN BAYOU, GO NORTH ON STATE HIGHWAY 700 FOR 0.2 MILE TO THE
 BK0381'INDIAN BAYOU SCHOOL AND THE STATION AS DESCRIBED.
 BK0381'
 BK0381'STATION IS A STANDARD DISK, STAMPED INDIAN 1931, SET IN THE TOP OF
 BK0381'A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 BK0381'SURFACE.  IT IS 103 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE
 BK0381'SCHOOL, 103 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 46
 BK0381'FEET SOUTHEAST OF A LONE PINE TREE AND 22 FEET SOUTHEAST OF
 BK0381'DRIVEWAY.
 BK0381'
 BK0381'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED INDIAN NO 3 1931 1969,
 BK0381'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BK0381'FLUSH WITH THE GROUND SURFACE.  IT IS 165 FEET EAST OF THE EAST
 BK0381'SIDE OF THE SCHOOL AND 1 FOOT WEST OF FENCE.
 BK0381'
 BK0381'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED INDIAN NO 4 1931 1969,
 BK0381'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BK0381'FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET NORTH OF FENCE CORNER
 BK0381'AND 1 FOOT WEST OF FENCE.
 BK0381'
 BK0381'AZIMUTH MARK IS A STANDARD DISK, STAMPED INDIAN 1931 1969, SET IN THE
 BK0381'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 BK0381'INCHES.  IT IS 98 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 BK0381'700 AND 92, 2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 BK0381'ATTACHED AND 1 FOOT SOUTHWEST OF FENCE.
 BK0381'
 BK0381'A DISTANCE COULD NOT BE OBTAINED BETWEEN RM 3 AND RM 4 DUE TO TREES
 BK0381'OBSTRUCTING LINE.
 BK0381'
 BK0381'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BK0381
 BK0381                          STATION RECOVERY (1982)
 BK0381
 BK0381'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK0381'CHANGE DESCRIPTION, UNDER LINE 110, PAGE 37, VERTICAL CONTROL DATA,
 BK0381'DECEMBER 1971 TO READ '58.8 FEET SOUTH OF A 40 INCH LIVE OAK TREE.'
 BK0381'AND INSERT '45.0 FEET EAST OF A 24 INCH SLASH PINE TREE, 26.05 FEET
 BK0381'SOUTHWEST OF LADH BENCHMARK 57 V 50.'
 BK0381
 BK0381                          STATION RECOVERY (1987)
 BK0381
 BK0381'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BK0381'RECOVERED IN GOOD CONDITION.
 BK0381
 BK0381                          STATION RECOVERY (1991)
 BK0381
 BK0381'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0381'MARK RECOVERED IN POOR CONDITION.
 BK0381
 BK0381                          STATION RECOVERY (1995)
 BK0381
 BK0381'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK0381'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2615 ***********************************************************************
 BX2615  DESIGNATION -  INDIAN
 BX2615  PID         -  BX2615
 BX2615  STATE/COUNTY-  LA/RAPIDES
 BX2615  USGS QUAD   -  LECOMPTE (1992)
 BX2615
 BX2615                         *CURRENT SURVEY CONTROL
 BX2615  ___________________________________________________________________
 BX2615* NAD 83(1992)-  31 07 11.82288(N)    092 27 13.64085(W)     ADJUSTED  
 BX2615* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 BX2615  ___________________________________________________________________
 BX2615  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BX2615  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX2615
 BX2615  HORZ ORDER  -  FIRST
 BX2615
 BX2615.The horizontal coordinates were established by classical geodetic methods
 BX2615.and adjusted by the National Geodetic Survey in January 1993..
 BX2615
 BX2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2615
 BX2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2615
 BX2615.The geoid height was determined by GEOID03.
 BX2615
 BX2615;                    North         East     Units Scale Factor Converg.
 BX2615;SPC LA N     -    68,739.737 1,004,407.850   MT  1.00001092   +0 01 28.0
 BX2615;SPC LA N     -   225,523.62  3,295,294.75   sFT  1.00001092   +0 01 28.0
 BX2615;UTM  15      - 3,443,023.920   552,079.586   MT  0.99963345   +0 16 56.3
 BX2615
 BX2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2615!SPC LA N     -   0.99999895  x   1.00001092  =   1.00000987
 BX2615!UTM  15      -   0.99999895  x   0.99963345  =   0.99963241
 BX2615
 BX2615|---------------------------------------------------------------------|
 BX2615| PID    Reference Object                     Distance      Geod. Az  |
 BX2615|                                                           dddmmss.s |
 BX2615| CY4740 INDIAN RM 1                          28.033 METERS 07612     |
 BX2615| CY4739 INDIAN AZ MK                                       2733836.9 |
 BX2615| BX2625 WOODWORTH SE STATE FIRE TOWER       APPROX. 2.8 KM 3184748.2 |
 BX2615| CY4741 INDIAN RM 2                          37.033 METERS 35745     |
 BX2615|---------------------------------------------------------------------|
 BX2615
 BX2615                          SUPERSEDED SURVEY CONTROL
 BX2615
 BX2615  NAD 83(1986)-  31 07 11.84250(N)    092 27 13.63515(W) AD(       ) 1
 BX2615  NAD 27      -  31 07 11.16633(N)    092 27 13.14481(W) AD(       ) 1
 BX2615  NGVD 29 (07/19/86)   33.5    (m)          110.     (f) VERT ANG       
 BX2615
 BX2615.Superseded values are not recommended for survey control.
 BX2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2615.See file dsdata.txt to determine how the superseded data were derived.
 BX2615
 BX2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5208043024(NAD 83)
 BX2615_MARKER: DS = TRIANGULATION STATION DISK
 BX2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2615
 BX2615  HISTORY     - Date     Condition        Report By
 BX2615  HISTORY     - 1969     MONUMENTED       CGS
 BX2615  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2615
 BX2615                          STATION DESCRIPTION
 BX2615
 BX2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2615'NO MEASUREMENT BETWEEN RMS BECAUSE OF TREES ON LINE.
 BX2615'
 BX2615'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF WOODWORTH,
 BX2615'4 MILES NORTHWEST OF LECOMPTE, 6 MILES NORTHEAST OF FOREST
 BX2615'HILL, 1/2 MILE SOUTHEAST OF A PROPOSED DAM SITE AND ON
 BX2615'THE PROPERTY OF THE ALEXANDRIA STATE FOREST.
 BX2615'
 BX2615'TO REACH THE STATION FROM THE POST OFFICE IN LECOMPTE, GO
 BX2615'EAST ON STATE HIGHWAY 112 FOR 0.15 MILE TO A RAILROAD
 BX2615'CROSSING.  CONTINUE AHEAD EAST FOR 0.1 MILE TO JUNCTION
 BX2615'WITH U.S. HIGHWAY 71 AND STATE HIGHWAY 112.  TURN LEFT
 BX2615'AND GO NORTH ON U.S. HIGHWAY 71 FOR 3.05 MILES TO
 BX2615'A CROSSROAD.  TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.05
 BX2615'MILE TO A RAILROAD CROSSING AND A T ROAD JUST AFTER CROSSING
 BX2615'RAILROAD TRACK.  TURN RIGHT AND GO NORTHWEST ON PAVED ROAD
 BX2615'FOR 0.55 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD
 BX2615'NORTHWESTERLY ON PAVED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT
 BX2615'JUST AFTER PASSING LAMOURIE BAPTIST CHURCH ON LEFT.  TURN
 BX2615'LEFT AND GO WEST AND SOUTHWEST ON PAVED ROAD FOR 2.1
 BX2615'MILES TO A SIDE ROAD RIGHT AND BRIDGE OVER BAYOU.  TURN
 BX2615'RIGHT AND GO NORTHWEST OVER BRIDGE AND CONTINUE AHEAD ON
 BX2615'GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 BX2615'AND GO SOUTHWESTERLY ON A GRAVELED ROAD FOR 0.85 MILE TO
 BX2615'A REVERSE Y.  TURN SHARP LEFT ON TRACK ROAD AND GO
 BX2615'SOUTHEAST FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 BX2615'
 BX2615'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TRACK
 BX2615'ROAD FOR 0.05 MILE TO REVERSE Y.  CONTINUE AHEAD FOR 0.05 MILE
 BX2615'TO A CONSTRUCTION ROAD LEFT.  TURN LEFT AND GO WEST AND
 BX2615'NORTHWEST FOR 0.7 MILE TO A T ROAD.  TURN LEFT AND GO WEST
 BX2615'FOR 0.3 MILE TO WEST EDGE OF CLEARED AREA.  TURN LEFT AND GO
 BX2615'SOUTHWEST ALONG EDGE OF WOODS FOR 0.5 MILE TO THE AZIMUTH
 BX2615'IN THE EDGE OF WOODED AREA.
 BX2615'
 BX2615'THE STATION IS A STANDARD DISK, STAMPED INDIAN 1969, SET IN
 BX2615'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2615'6 INCHES.  IT IS 22 FEET NORTHEAST OF A 24 INCH PINE TREE, 1.9
 BX2615'FEET NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED, 32
 BX2615'FEET SOUTHEAST OF A 20 INCH PINE TREE, 56 FEET SOUTHWEST OF A
 BX2615'TRACK ROAD AND 29 FEET WEST OF A 20 INCH PINE TREE.
 BX2615'
 BX2615'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INDIAN NO 1
 BX2615'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BX2615'THAT PROJECTS 8 INCHES.  IT IS 23 FEET NORTHEAST OF THE
 BX2615'CENTERLINE OF A TRACK ROAD, 1.9 FEET WEST OF A METAL WITNESS
 BX2615'POST WITH A SIGN ATTACHED, 12 FEET NORTH OF A 20 INCH PINE
 BX2615'TREE AND 13 FEET SOUTH SOUTHWEST OF A 20 INCH OAK TREE.
 BX2615'
 BX2615'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED INDIAN NO 2
 BX2615'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BX2615'THAT PROJECTS 8 INCHES.  IT IS 1.9 FEET SOUTHEAST OF A METAL
 BX2615'WITNESS POST WITH A SIGN ATTACHED, 21 FEET NORTH EAST OF THE
 BX2615'CENTERLINE OF A TRACK ROAD AND 24 FEET SOUTHWEST OF A 24 INCH
 BX2615'PINE TREE.
 BX2615'
 BX2615'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED INDIAN 1969,
 BX2615'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2615'PROJECTS 3 INCHES.  IT IS 38 FEET EAST OF A 16 INCH CEDAR
 BX2615'TREE AND 2.5 FEET SOUTH OF A METAL WITNESS POST WITH A
 BX2615'SIGN ATTACHED.  IT IS ON THE WEST SIDE OF A PROPOSED LAKE.
 BX2615'
 BX2615'HEIGHT OF LIGHT ABOVE STATION MARK 35.66 METERS.
 BX2615
 BX2615                          STATION RECOVERY (1999)
 BX2615
 BX2615'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2959 ***********************************************************************
 CP2959  DESIGNATION -  INDIAN
 CP2959  PID         -  CP2959
 CP2959  STATE/COUNTY-  LA/MADISON
 CP2959  USGS QUAD   -  INDIAN LAKE (1987)
 CP2959
 CP2959                         *CURRENT SURVEY CONTROL
 CP2959  ___________________________________________________________________
 CP2959* NAD 83(1992)-  32 17 24.19659(N)    091 25 56.05901(W)     ADJUSTED  
 CP2959* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 CP2959  ___________________________________________________________________
 CP2959  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 CP2959  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP2959
 CP2959  HORZ ORDER  -  FIRST
 CP2959
 CP2959.The horizontal coordinates were established by classical geodetic methods
 CP2959.and adjusted by the National Geodetic Survey in May 1994..
 CP2959
 CP2959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2959
 CP2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2959
 CP2959.The geoid height was determined by GEOID03.
 CP2959
 CP2959;                    North         East     Units Scale Factor Converg.
 CP2959;SPC LA N     -   198,969.386 1,100,569.120   MT  0.99993578   +0 33 52.3
 CP2959;SPC LA N     -   652,785.39  3,610,783.85   sFT  0.99993578   +0 33 52.3
 CP2959;UTM  15      - 3,573,665.884   647,623.335   MT  0.99986875   +0 50 15.6
 CP2959
 CP2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2959!SPC LA N     -   1.00000069  x   0.99993578  =   0.99993647
 CP2959!UTM  15      -   1.00000069  x   0.99986875  =   0.99986944
 CP2959
 CP2959|---------------------------------------------------------------------|
 CP2959| PID    Reference Object                     Distance      Geod. Az  |
 CP2959|                                                           dddmmss.s |
 CP2959| CY4744 INDIAN RM 2                          37.140 METERS 05015     |
 CP2959| CY4743 INDIAN RM 1                          29.633 METERS 19847     |
 CP2959| CY4742 INDIAN AZ MK                                       3572249.1 |
 CP2959|---------------------------------------------------------------------|
 CP2959
 CP2959                          SUPERSEDED SURVEY CONTROL
 CP2959
 CP2959  NAD 83(1992)-  32 17 24.20025(N)    091 25 56.05873(W) AD(       ) 1
 CP2959  NAD 83(1986)-  32 17 24.20858(N)    091 25 56.05544(W) AD(       ) 1
 CP2959  NAD 27      -  32 17 23.67712(N)    091 25 55.63248(W) AD(       ) 1
 CP2959  NGVD 29 (07/19/86)   22.0    (m)           72.     (f) VERT ANG       
 CP2959
 CP2959.Superseded values are not recommended for survey control.
 CP2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2959.See file dsdata.txt to determine how the superseded data were derived.
 CP2959
 CP2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4762373666(NAD 83)
 CP2959_MARKER: DS = TRIANGULATION STATION DISK
 CP2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2959
 CP2959  HISTORY     - Date     Condition        Report By
 CP2959  HISTORY     - 1971     MONUMENTED       NGS
 CP2959
 CP2959                          STATION DESCRIPTION
 CP2959
 CP2959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2959'ALL MARKS MEASURED WITH A 300 FOOT TAPE, 5 KGS. TENSION.
 CP2959'
 CP2959'THE STATION IS ABOUT 16 MILES SOUTHWEST OF TALLULAH, 11 MILES
 CP2959'SOUTH-SOUTHEAST OF DELHI, 10 MILES NORTHWEST OF WESTWOOD
 CP2959'AND 10 MILES EAST-NORTHEAST OF CROWNVILLE.  IT IS SOUTH OF
 CP2959'THE LINE BETWEEN SECTIONS 10 AND 15, T 15 N, R 10 E.  THE LAND
 CP2959'IS OWNED BY THE CHICAGO MILL AND LUMBER COMPANY, C/O
 CP2959'MR. J.B. WISEMAN, GREENVILLE, MISSISSIPPI 38701.
 CP2959'
 CP2959'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 CP2959'17 AND 132, ABOUT 5 MILE SOUTH OF DELHI.  GO SOUTH ON STATE
 CP2959'HIGHWAY 17 FOR 6.95 MILES TO JUNCTION WITH STATE HIGHWAY 860
 CP2959'ON THE LEFT, TURN LEFT AND GO EASTERLY ON STATE HIGHWAY 860 FOR
 CP2959'1.1 MILES TO T-INTERSECTION AND JUNCTION WITH STATE HIGHWAY
 CP2959'577.  TURN LEFT AND GO NORTH AND EAST ON STATE HIGHWAY 577
 CP2959'FOR 1.8 MILES TO A FORK, TAKE THE RIGHT FORK AND GO EASTERLY
 CP2959'ON STATE HIGHWAY 577 FOR 4.35 MILES TO A T-INTERSECTION,
 CP2959'TURN LEFT PASS THROUGH GATE AND GO NORTH FOR 0.05 MILE TO THE
 CP2959'STATION ON THE RIGHT, EAST SIDE OF ROAD.  AS DESCRIBED.
 CP2959'CONTINUE NORTH ON GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH
 CP2959'MARK ON THE LEFT, WEST SIDE OF ROAD.  AS DESCRIBED.
 CP2959'
 CP2959'STATION MARKS ARE STANDARD DISKS STAMPED INDIAN 1971.  THE
 CP2959'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2959'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 101 FEET
 CP2959'NORTHEAST OF THE CENTER OF GATE, 45.5 FEET EAST OF THE APPROXIMATE
 CP2959'CENTER OF GRAVELED ROAD, 25 FEET WEST-SOUTHWEST OF A 14-INCH
 CP2959'PECAN TREE AND 6.8 WEST-NORTHWEST OF A METAL WITNESS POST WITH
 CP2959'SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CP2959'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP2959'
 CP2959'REFERENCE MARK 1, A STANDARD DISK STAMPED INDIAN NO 1 1971, IS
 CP2959'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2959'IS SET FLUSH WITH GROUND SURFACE.  IT IS 71 FEET SOUTH OF AN
 CP2959'18-INCH GUM TREE, 65 FEET EAST-NORTHEAST OF A POWERLINE POLE, 60
 CP2959'FEET EAST-NORTHEAST OF THE JUNCTION OF GRAVELED ROADS, 14 FEET
 CP2959'EAST OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 2.5 EAST OF
 CP2959'GATE POST.
 CP2959'
 CP2959'REFERENCE MARK 2, A STANDARD DISK STAMPED INDIAN NO 2 1971, IS
 CP2959'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2959'SET FLUSH WITH GROUND SURFACE.  IT IS 47 FEET WEST OF THE
 CP2959'APPROXIMATE CENTER OF GRAVELED ROAD, 23 FEET SOUTH-SOUTHEAST OF A
 CP2959'24-INCH OAK TREE, 4 FEET EAST OF A 10 INCH GUM TREE AND 2.2 FEET
 CP2959'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2959'
 CP2959'THE AZIMUTH MARK, A STANDARD DISK STAMPED INDIAN 1971, IS SET
 CP2959'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2959'SET FLUSH WITH GROUND SURFACE.  IT IS 33.5 FEET EAST OF A 4-INCH
 CP2959'GUM TREE, 19 FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED ROAD
 CP2959'AND 2.1 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2959'
 CP2959'HEIGHT OF LIGHT ABOVE STATION MARK 38.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1002 ***********************************************************************
 AT1002  DESIGNATION -  INDIAN
 AT1002  PID         -  AT1002
 AT1002  STATE/COUNTY-  LA/ST BERNARD
 AT1002  USGS QUAD   -  LAKE EUGENIE (1994)
 AT1002
 AT1002                         *CURRENT SURVEY CONTROL
 AT1002  ___________________________________________________________________
 AT1002* NAD 83(1992)-  29 52 48.60732(N)    089 23 11.28097(W)     ADJUSTED  
 AT1002* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1002  ___________________________________________________________________
 AT1002  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AT1002  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AT1002
 AT1002  HORZ ORDER  -  THIRD
 AT1002
 AT1002.The horizontal coordinates were established by classical geodetic methods
 AT1002.and adjusted by the National Geodetic Survey in May 1994..
 AT1002
 AT1002.The orthometric height was scaled from a topographic map.
 AT1002
 AT1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1002
 AT1002.The geoid height was determined by GEOID03.
 AT1002
 AT1002;                    North         East     Units Scale Factor Converg.
 AT1002;SPC LA S     -   154,581.433 1,188,048.571   MT  0.99992795   +0 58 24.4
 AT1002;SPC LA S     -   507,155.92  3,897,789.35   sFT  0.99992795   +0 58 24.4
 AT1002;UTM  16      - 3,307,899.332   269,520.951   MT  1.00025545   -1 11 22.0
 AT1002
 AT1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1002!SPC LA S     -   1.00000407  x   0.99992795  =   0.99993202
 AT1002!UTM  16      -   1.00000407  x   1.00025545  =   1.00025952
 AT1002
 AT1002:                Primary Azimuth Mark                     Grid Az
 AT1002:SPC LA S     -  LAWSON                                   003 53 02.8
 AT1002:UTM  16      -  LAWSON                                   006 02 49.2
 AT1002
 AT1002|---------------------------------------------------------------------|
 AT1002| PID    Reference Object                     Distance      Geod. Az  |
 AT1002|                                                           dddmmss.s |
 AT1002| AT1001 LAWSON                              APPROX. 4.4 KM 0045127.2 |
 AT1002| DD7246 INDIAN RM 2                          28.074 METERS 06252     |
 AT1002| DD7245 INDIAN RM 1                          28.342 METERS 33640     |
 AT1002|---------------------------------------------------------------------|
 AT1002
 AT1002                          SUPERSEDED SURVEY CONTROL
 AT1002
 AT1002  NAD 83(1992)-  29 52 48.61407(N)    089 23 11.27848(W) AD(       ) 3
 AT1002  NAD 83(1986)-  29 52 48.61712(N)    089 23 11.27871(W) AD(       ) 3
 AT1002  NAD 27      -  29 52 47.88600(N)    089 23 11.10400(W) AD(       ) 3
 AT1002
 AT1002.Superseded values are not recommended for survey control.
 AT1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1002.See file dsdata.txt to determine how the superseded data were derived.
 AT1002
 AT1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6952107899(NAD 83)
 AT1002_MARKER: DS = TRIANGULATION STATION DISK
 AT1002_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1002_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1002
 AT1002  HISTORY     - Date     Condition        Report By
 AT1002  HISTORY     - 1934     MONUMENTED       CGS
 AT1002  HISTORY     - 1952     GOOD             CGS
 AT1002  HISTORY     - 1965     GOOD             CGS
 AT1002  HISTORY     - 1969     GOOD             CGS
 AT1002
 AT1002                          STATION DESCRIPTION
 AT1002
 AT1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1002'THE STATION IS LOCATED IN THE MARSHES ABOUT MIDWAY BETWEEN THE W
 AT1002'SHORE OF
 AT1002'CHANDELEUR SOUND AND THE E SHORE OF LOWER LAKE BORGNE, ON
 AT1002'THE E SHORE OF LAKE OF THE
 AT1002'MOUND, DUE S OF A SMALL ISLAND NEAR THE
 AT1002'CENTER OF LAKE OF THE MOUND, 150 METERS S OF
 AT1002'A POINT OF LAND AND 30
 AT1002'METERS E OF THE E SHORE LINE OF LAKE OF THE MOUND, AND 38
 AT1002'METERS N OF A
 AT1002'SMALL DITCH.
 AT1002'
 AT1002'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT1002'AT THE CENTER OF
 AT1002'THE TOPS OF TILES WHICH ARE FASTENED BY MEANS OF
 AT1002'CONCRETE TO THE UPPER END OF LONG
 AT1002'WOODEN PILES DRIVEN INTO THE MARSH.
 AT1002'
 AT1002'ANGLE AT R.M. NO. 1, R.M. NO. 2 TO STATION 47 DEG 11 MIN 30 SEC.
 AT1002'
 AT1002'ANGLE AT R.M. NO. 2, STATION TO R.M. NO. 1 46 DEG 36 MIN 15 SEC.
 AT1002'
 AT1002'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AT1002
 AT1002                          STATION RECOVERY (1952)
 AT1002
 AT1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1002'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AT1002'ORIGINAL
 AT1002'DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT THAT DISTANCE TO
 AT1002'LAKE SHORELINE IS NOW 16
 AT1002'METERS INSTEAD OF 30 METERS.
 AT1002'
 AT1002'STATION MARK IS A STANDARD DISK STAMPED INDIAN 1934.
 AT1002'
 AT1002'R. M. 1 IS A STANDARD DISK STAMPED INIDAN 1934 NO 1.
 AT1002'
 AT1002'R. M. 2 IS A STANDARD DISK STAMPED INDIAN 1934 NO 2.
 AT1002
 AT1002                          STATION RECOVERY (1965)
 AT1002
 AT1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1002'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 AT1002'AND 2 WERE
 AT1002'SEARCHED FOR BUT NOT FOUND.  A METAL WITNESS POST WAS SET
 AT1002'AT THE STATION MARK.
 AT1002
 AT1002                          STATION RECOVERY (1969)
 AT1002
 AT1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1002'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1002'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN
 AT1002'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2065 ***********************************************************************
 BX2065  DESIGNATION -  INDIAN AZ MK
 BX2065  PID         -  BX2065
 BX2065  STATE/COUNTY-  LA/VERNON
 BX2065  USGS QUAD   -  KURTHWOOD (1972)
 BX2065
 BX2065                         *CURRENT SURVEY CONTROL
 BX2065  ___________________________________________________________________
 BX2065* NAD 83(1986)-  31 18 36.     (N)    093 09 49.     (W)     SCALED    
 BX2065* NAVD 88     -       118.74   (+/-2cm)     389.6    (feet)  VERTCON   
 BX2065  ___________________________________________________________________
 BX2065  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX2065
 BX2065  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2065
 BX2065.The horizontal coordinates were scaled from a topographic map and have
 BX2065.an estimated accuracy of +/- 6 seconds.
 BX2065
 BX2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2065.The vertical order pertains to the NGVD 29 superseded value.
 BX2065
 BX2065.The geoid height was determined by GEOID03.
 BX2065
 BX2065;                    North         East    Units  Estimated Accuracy
 BX2065;SPC LA N     -    90,000.      936,830.      MT  (+/- 180 meters Scaled)
 BX2065
 BX2065                          SUPERSEDED SURVEY CONTROL
 BX2065
 BX2065  NGVD 29 (??/??/??)  118.798  (m)          389.76   (f) ADJUSTED    2 1
 BX2065
 BX2065.Superseded values are not recommended for survey control.
 BX2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2065.See file dsdata.txt to determine how the superseded data were derived.
 BX2065
 BX2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ844639(NAD 83)
 BX2065_MARKER: DZ = AZIMUTH MARK DISK
 BX2065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2065_SP_SET: CONCRETE BLOCK
 BX2065_STAMPING: INDIAN AZIMUTH 1965
 BX2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2065
 BX2065  HISTORY     - Date     Condition        Report By
 BX2065  HISTORY     - 1965     MONUMENTED       CGS
 BX2065  HISTORY     - 1975     GOOD             LADTD
 BX2065  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2065  HISTORY     - 20010331 GOOD             NGS
 BX2065
 BX2065                          STATION DESCRIPTION
 BX2065
 BX2065'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2065'8.55 MI S FROM KISATCHIE.
 BX2065'LOCATED ABOUT 7.5 MILES ALONG LOUISIANA HIGHWAY 117 FROM THE POST
 BX2065'OFFICE IN KISATCHIE TO A GRADED DIRT ROAD LEADING TO THE KURTHWOOD
 BX2065'FIRE TOWER.  CONTINUE DOWN DIRT ROAD FOR 1.15 MILES PASS THE FIRE
 BX2065'TOWER TO THE MARKER ON THE RIGHT.  THE MARK IS 20 FEET EAST OF THE
 BX2065'CENTER OF THE DIRT ROAD.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK
 BX2065'FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 2.5 FEET NORTH OF
 BX2065'THE MARK.
 BX2065
 BX2065                          STATION RECOVERY (1994)
 BX2065
 BX2065'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2065'MARK NOT FOUND.
 BX2065
 BX2065                          STATION RECOVERY (2001)
 BX2065
 BX2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3465 ***********************************************************************
 BJ3465  DESIGNATION -  INDIAN AZ MK
 BJ3465  PID         -  BJ3465
 BJ3465  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3465  USGS QUAD   -  COMITE (1996)
 BJ3465
 BJ3465                         *CURRENT SURVEY CONTROL
 BJ3465  ___________________________________________________________________
 BJ3465* NAD 83(1986)-  30 36 32.     (N)    091 00 46.     (W)     SCALED    
 BJ3465* NAVD 88     -        24.307  (meters)      79.75   (feet)  ADJUSTED  
 BJ3465  ___________________________________________________________________
 BJ3465  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3465  DYNAMIC HT  -          24.276 (meters)      79.65  (feet)  COMP
 BJ3465  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BJ3465
 BJ3465  VERT ORDER  -  SECOND    CLASS I
 BJ3465
 BJ3465.The horizontal coordinates were scaled from a topographic map and have
 BJ3465.an estimated accuracy of +/- 6 seconds.
 BJ3465
 BJ3465.The orthometric height was determined by differential leveling
 BJ3465.and adjusted by the National Geodetic Survey in February 1994..
 BJ3465
 BJ3465.The geoid height was determined by GEOID03.
 BJ3465
 BJ3465.The dynamic height is computed by dividing the NAVD 88
 BJ3465.geopotential number by the normal gravity value computed on the
 BJ3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3465.degrees latitude (g = 980.6199 gals.).
 BJ3465
 BJ3465.The modeled gravity was interpolated from observed gravity values.
 BJ3465
 BJ3465;                    North         East    Units  Estimated Accuracy
 BJ3465;SPC LA S     -   233,810.    1,030,740.      MT  (+/- 180 meters Scaled)
 BJ3465
 BJ3465                          SUPERSEDED SURVEY CONTROL
 BJ3465
 BJ3465.No superseded survey control is available for this station.
 BJ3465
 BJ3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP905879(NAD 83)
 BJ3465_MARKER: DZ = AZIMUTH MARK DISK
 BJ3465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3465_SP_SET: BRIDGE ABUTMENT
 BJ3465_STAMPING: INDIAN 1970
 BJ3465_MARK LOGO: NGS   
 BJ3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3465+STABILITY: SURFACE MOTION
 BJ3465
 BJ3465  HISTORY     - Date     Condition        Report By
 BJ3465  HISTORY     - 1970     MONUMENTED       NGS
 BJ3465  HISTORY     - 1983     GOOD             LADTD
 BJ3465  HISTORY     - 1987     GOOD             LA-033
 BJ3465
 BJ3465                          STATION DESCRIPTION
 BJ3465
 BJ3465'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3465'1.6 KM (1 MI) NW FROM INDIAN MOUND.
 BJ3465'ABOUT 1.6 KM (1 MILE) WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 BJ3465'HIGHWAY 64 AND STATE HIGHWAY 409 IN INDIAN MOUND TO THE STATION ON THE
 BJ3465'LEFT IN THE EAST ABUTMENT OF A BRIDGE, 4.6 METERS (15 FEET) SOUTH OF
 BJ3465'THE CENTER OF THE HIGHWAY AND 0.4 METER (1.3 FEET) WEST OF THE EAST
 BJ3465'END OF THE BRIDGE ABUTMENT.
 BJ3465'THE MARK IS 0.91 METERS  NW FROM A WITNESS POST.
 BJ3465'THE MARK IS 0.15 M ABOVE HIGHWAY 64.
 BJ3465
 BJ3465                          STATION RECOVERY (1987)
 BJ3465
 BJ3465'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3465'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ3465'THE MARK IS 0.84 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0544 ***********************************************************************
 BX0544  DESIGNATION -  INDIAN BAYOU BOLT
 BX0544  PID         -  BX0544
 BX0544  STATE/COUNTY-  LA/LA SALLE
 BX0544  USGS QUAD   -  BUCKEYE NE (1993)
 BX0544
 BX0544                         *CURRENT SURVEY CONTROL
 BX0544  ___________________________________________________________________
 BX0544* NAD 83(1986)-  31 27 58.     (N)    092 06 16.     (W)     SCALED    
 BX0544* NAVD 88     -        13.99   (+/-2cm)      45.9    (feet)  VERTCON   
 BX0544  ___________________________________________________________________
 BX0544  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BX0544
 BX0544  VERT ORDER  -  ? (See Below)
 BX0544
 BX0544.The horizontal coordinates were scaled from a topographic map and have
 BX0544.an estimated accuracy of +/- 6 seconds.
 BX0544
 BX0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0544.The vertical order pertains to the NGVD 29 superseded value.
 BX0544
 BX0544.The geoid height was determined by GEOID03.
 BX0544
 BX0544;                    North         East    Units  Estimated Accuracy
 BX0544;SPC LA N     -   107,190.    1,037,590.      MT  (+/- 180 meters Scaled)
 BX0544
 BX0544                          SUPERSEDED SURVEY CONTROL
 BX0544
 BX0544  NGVD 29 (??/??/??)   13.975  (m)           45.85   (f) ADJUSTED    ?  
 BX0544
 BX0544.Superseded values are not recommended for survey control.
 BX0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0544.See file dsdata.txt to determine how the superseded data were derived.
 BX0544
 BX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ850816(NAD 83)
 BX0544_MARKER: B = BOLT
 BX0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0544_SP_SET: STONE
 BX0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0544+STABILITY: SURFACE MOTION
 BX0544
 BX0544  HISTORY     - Date     Condition        Report By
 BX0544  HISTORY     - UNK      MONUMENTED       DOD
 BX0544  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0544
 BX0544                          STATION DESCRIPTION
 BX0544
 BX0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0544'9.5 MI NE FROM HOLLOWAY.
 BX0544'IN LA SALLE PARISH, ABOUT 9 1/2 MILES NORTHEAST ALONG STATE HWY 471
 BX0544'FROM HOLLOWAY, RAPIDES PARISH, AT THE NORTH END OF A BRIDGE OVER
 BX0544'INDIAN BAYOU, 148 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 BX0544'258 FEET SOUTHWEST OF A BLAZED 12-INCH ASH TREE, 107 FEET NORTHWEST OF
 BX0544'A BLAZED 24-INCH OAK TREE, ABOUT 90 FEET NORTH OF A BLAZED 28-INCH OAK
 BX0544'TREE, ABOUT 80 FEET SOUTH OF THE SOUTHWEST CORNER OF A SHACK, AND
 BX0544'ABOUT 30 FEET EAST OF A BORROW PIT.  A COPPER BOLT, SET IN THE TOP OF
 BX0544'A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BX0544'IRON PIPE BEARING A CORPS OF ENGINEERS, US ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0543 ***********************************************************************
 BX0543  DESIGNATION -  INDIAN BAYOU CAP
 BX0543  PID         -  BX0543
 BX0543  STATE/COUNTY-  LA/LA SALLE
 BX0543  USGS QUAD   -  BUCKEYE NE (1993)
 BX0543
 BX0543                         *CURRENT SURVEY CONTROL
 BX0543  ___________________________________________________________________
 BX0543* NAD 83(1986)-  31 27 58.     (N)    092 06 16.     (W)     SCALED    
 BX0543* NAVD 88     -        15.22   (+/-2cm)      49.9    (feet)  VERTCON   
 BX0543  ___________________________________________________________________
 BX0543  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BX0543
 BX0543  VERT ORDER  -  ? (See Below)
 BX0543
 BX0543.The horizontal coordinates were scaled from a topographic map and have
 BX0543.an estimated accuracy of +/- 6 seconds.
 BX0543
 BX0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0543.The vertical order pertains to the NGVD 29 superseded value.
 BX0543
 BX0543.The geoid height was determined by GEOID03.
 BX0543
 BX0543;                    North         East    Units  Estimated Accuracy
 BX0543;SPC LA N     -   107,190.    1,037,590.      MT  (+/- 180 meters Scaled)
 BX0543
 BX0543                          SUPERSEDED SURVEY CONTROL
 BX0543
 BX0543  NGVD 29 (??/??/??)   15.205  (m)           49.89   (f) ADJUSTED    ?  
 BX0543
 BX0543.Superseded values are not recommended for survey control.
 BX0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0543.See file dsdata.txt to determine how the superseded data were derived.
 BX0543
 BX0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ850816(NAD 83)
 BX0543_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0543_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0543
 BX0543  HISTORY     - Date     Condition        Report By
 BX0543  HISTORY     - UNK      MONUMENTED       DOD
 BX0543  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0543
 BX0543                          STATION DESCRIPTION
 BX0543
 BX0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0543'9.5 MI NE FROM HOLLOWAY.
 BX0543'IN LA SALLE PARISH, ABOUT 9 1/2 MILES NORTHEAST ALONG STATE HWY 471
 BX0543'FROM HOLLOWAY, RAPIDES PARISH, AT THE NORTH END OF A BRIDGE OVER
 BX0543'INDIAN BAYOU, 148 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 BX0543'258 FEET SOUTHWEST OF A BLAZED 12-INCH ASH TREE, 107 FEET NORTHWEST OF
 BX0543'A BLAZED 24-INCH OAK TREE, ABOUT 90 FEET NORTH OF A BLAZED 28-INCH OAK
 BX0543'TREE, ABOUT 80 FEET SOUTH OF THE SOUTHWEST CORNER OF A SHACK, AND
 BX0543'ABOUT 30 FEET EAST OF A BORROW PIT.  AN IRON PIPE BEARING A CORPS OF
 BX0543'ENGINEERS, US ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2498 ***********************************************************************
 BJ2498  DESIGNATION -  INDIAN BAYOU GAGE
 BJ2498  PID         -  BJ2498
 BJ2498  STATE/COUNTY-  LA/ST LANDRY
 BJ2498  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2498
 BJ2498                         *CURRENT SURVEY CONTROL
 BJ2498  ___________________________________________________________________
 BJ2498* NAD 83(1986)-  30 24 24.     (N)    091 42 29.     (W)     SCALED    
 BJ2498* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 BJ2498  ___________________________________________________________________
 BJ2498  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2498
 BJ2498  VERT ORDER  -  ? (See Below)
 BJ2498
 BJ2498.The horizontal coordinates were scaled from a topographic map and have
 BJ2498.an estimated accuracy of +/- 6 seconds.
 BJ2498
 BJ2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2498.The vertical order pertains to the NGVD 29 superseded value.
 BJ2498
 BJ2498.The geoid height was determined by GEOID03.
 BJ2498
 BJ2498;                    North         East    Units  Estimated Accuracy
 BJ2498;SPC LA S     -   211,400.      964,000.      MT  (+/- 180 meters Scaled)
 BJ2498
 BJ2498                          SUPERSEDED SURVEY CONTROL
 BJ2498
 BJ2498  NGVD 29 (??/??/??)    8.493  (m)           27.86   (f) ADJUSTED    ?  
 BJ2498
 BJ2498.Superseded values are not recommended for survey control.
 BJ2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2498.See file dsdata.txt to determine how the superseded data were derived.
 BJ2498
 BJ2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP240645(NAD 83)
 BJ2498_MARKER: S = SPIKE
 BJ2498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2498_SP_SET: TREE
 BJ2498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2498
 BJ2498  HISTORY     - Date     Condition        Report By
 BJ2498  HISTORY     - UNK      MONUMENTED       DOD
 BJ2498  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2498
 BJ2498                          STATION DESCRIPTION
 BJ2498
 BJ2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2498'11.3 MI SE FROM KROTZ SPRINGS.
 BJ2498'11.3 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2498'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, 106 FEET LANDSIDE OF
 BJ2498'LEVEE STATION 2982+60, ON THE NORTH BANK OF INDIAN BAYOU, ABOUT 2,900
 BJ2498'FEET WEST OF THE WEST BANK OF ATCHAFALAYA RIVER, 19 FEET LANDSIDE OF
 BJ2498'THE SHOULDER OF A FALSE BERM OF THE LEVEE FILL, IN THE DIAMOND BLAZE
 BJ2498'OF A 14-INCH SYCAMORE TREE, AND ABOUT 1 FOOT HIGHER THAN THE GROUND. A
 BJ2498'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2068 ***********************************************************************
 BX2068  DESIGNATION -  INDIAN RM 1
 BX2068  PID         -  BX2068
 BX2068  STATE/COUNTY-  LA/VERNON
 BX2068  USGS QUAD   -  KURTHWOOD (1972)
 BX2068
 BX2068                         *CURRENT SURVEY CONTROL
 BX2068  ___________________________________________________________________
 BX2068* NAD 83(1986)-  31 18 19.     (N)    093 10 01.     (W)     SCALED    
 BX2068* NAVD 88     -       127.78   (+/-2cm)     419.2    (feet)  VERTCON   
 BX2068  ___________________________________________________________________
 BX2068  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2068
 BX2068  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2068
 BX2068.The horizontal coordinates were scaled from a topographic map and have
 BX2068.an estimated accuracy of +/- 6 seconds.
 BX2068
 BX2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2068.The vertical order pertains to the NGVD 29 superseded value.
 BX2068
 BX2068.The geoid height was determined by GEOID03.
 BX2068
 BX2068;                    North         East    Units  Estimated Accuracy
 BX2068;SPC LA N     -    89,480.      936,510.      MT  (+/- 180 meters Scaled)
 BX2068
 BX2068                          SUPERSEDED SURVEY CONTROL
 BX2068
 BX2068  NGVD 29 (??/??/??)  127.840  (m)          419.42   (f) ADJUSTED    2 1
 BX2068
 BX2068.Superseded values are not recommended for survey control.
 BX2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2068.See file dsdata.txt to determine how the superseded data were derived.
 BX2068
 BX2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ841634(NAD 83)
 BX2068_MARKER: DR = REFERENCE MARK DISK
 BX2068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2068_SP_SET: CONCRETE BLOCK
 BX2068_STAMPING: INDIAN NO. 1 1965
 BX2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2068
 BX2068  HISTORY     - Date     Condition        Report By
 BX2068  HISTORY     - 1965     MONUMENTED       CGS
 BX2068  HISTORY     - 1975     GOOD             LADTD
 BX2068  HISTORY     - 19940611 GOOD             USPSQD
 BX2068  HISTORY     - 20010331 GOOD             NGS
 BX2068
 BX2068                          STATION DESCRIPTION
 BX2068
 BX2068'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2068'8.40 MI S FROM KISATCHIE.
 BX2068'LOCATED ABOUT 7.5 MILES ALONG LOUISIANA HIGHWAY 117 FROM THE POST
 BX2068'OFFICE IN KISATCHIE TO A GRADED DIRT ROAD LEADING TO THE KURTHWOOD
 BX2068'FIRE TOWER.  CONTINUE DOWN DIRT ROAD FOR 1.0 MILE TO THE FIRE TOWER
 BX2068'AND MARKER.  52.5 FEET WEST OF A 10 INCH PINE TREE.  47.5 FEET
 BX2068'NORTHEAST OF A SMALL BUILDING.  13 FEET EAST OF FENCE CORNER.  50.5
 BX2068'FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE FIRE TOWER.  SET IN THE TOP
 BX2068'OF A 10 INCH CONCRETE BLOCK THAT IS FLUSH WITH THE GROUND.  A STEEL
 BX2068'WITNESS POST IS SET 1 FOOT NORTHEAST OF THE MARK.
 BX2068
 BX2068                          STATION RECOVERY (1994)
 BX2068
 BX2068'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2068'RECOVERED IN GOOD CONDITION.
 BX2068
 BX2068                          STATION RECOVERY (2001)
 BX2068
 BX2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2068'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0859 ***********************************************************************
 BK0859  DESIGNATION -  INDIAN RM 1
 BK0859  PID         -  BK0859
 BK0859  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0859  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0859
 BK0859                         *CURRENT SURVEY CONTROL
 BK0859  ___________________________________________________________________
 BK0859* NAD 83(1986)-  30 26 10.     (N)    092 59 59.     (W)     SCALED    
 BK0859* NAVD 88     -        10.02   (+/-2cm)      32.9    (feet)  VERTCON   
 BK0859  ___________________________________________________________________
 BK0859  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0859
 BK0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0859
 BK0859.The horizontal coordinates were scaled from a topographic map and have
 BK0859.an estimated accuracy of +/- 6 seconds.
 BK0859
 BK0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0859.The vertical order pertains to the NGVD 29 superseded value.
 BK0859
 BK0859.The geoid height was determined by GEOID03.
 BK0859
 BK0859;                    North         East    Units  Estimated Accuracy
 BK0859;SPC LA S     -   215,770.      839,940.      MT  (+/- 180 meters Scaled)
 BK0859
 BK0859                          SUPERSEDED SURVEY CONTROL
 BK0859
 BK0859  NGVD 29 (??/??/??)    9.956  (m)           32.66   (f) ADJUSTED    2 0
 BK0859
 BK0859.Superseded values are not recommended for survey control.
 BK0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0859.See file dsdata.txt to determine how the superseded data were derived.
 BK0859
 BK0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP000671(NAD 83)
 BK0859_MARKER: DR = REFERENCE MARK DISK
 BK0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0859_SP_SET: CONCRETE POST
 BK0859_STAMPING: INDIAN NO 1 1963
 BK0859_MARK LOGO: CGS   
 BK0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0859+STABILITY: SURFACE MOTION
 BK0859
 BK0859  HISTORY     - Date     Condition        Report By
 BK0859  HISTORY     - 1963     MONUMENTED       CGS
 BK0859  HISTORY     - 1969     GOOD             LADTD
 BK0859  HISTORY     - 1986     GOOD             NGS
 BK0859  HISTORY     - 20040115 GOOD             USPSQD
 BK0859
 BK0859                          STATION DESCRIPTION
 BK0859
 BK0859'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0859'12.0 MI SW FROM KINDER.
 BK0859'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0859'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0859'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK0859'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE 6.6
 BK0859'MILES SOUTHWEST ALONG STATE ROUTE 383, THENCE 0.2 MILES WEST ON A DIRT
 BK0859'ROAD LEADING TO THE INDIAN VILLAGE CEMETARY ON THE J. A. BELL ESTATE,
 BK0859'134 FEET SOUTHEAST OF THE STATION, 187 FEET EAST OF INDIAN RM NO. 2,
 BK0859'37 FEET SOUTH OF A DIRT ROAD, 26 FEET SOUTHEAST OF A PINE TREE WITH A
 BK0859'TRIANGULAR BLAZE CARVED IN IT, 1.0 FEET NORTH OF A FENCE, 0.7 FEET
 BK0859'NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH ROADWAY, SET IN THE
 BK0859'TOP OF A CONCRETE POST FLUSH WITH GROUND. SECTION 20, T 7S, 6W.
 BK0859
 BK0859                          STATION RECOVERY (1986)
 BK0859
 BK0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0859'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1986.
 BK0859
 BK0859                          STATION RECOVERY (2004)
 BK0859
 BK0859'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3464 ***********************************************************************
 BJ3464  DESIGNATION -  INDIAN RM 1
 BJ3464  PID         -  BJ3464
 BJ3464  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3464  USGS QUAD   -  COMITE (1996)
 BJ3464
 BJ3464                         *CURRENT SURVEY CONTROL
 BJ3464  ___________________________________________________________________
 BJ3464* NAD 83(1986)-  30 36 46.     (N)    091 00 56.     (W)     SCALED    
 BJ3464* NAVD 88     -        25.571  (meters)      83.89   (feet)  ADJUSTED  
 BJ3464  ___________________________________________________________________
 BJ3464  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3464  DYNAMIC HT  -          25.538 (meters)      83.79  (feet)  COMP
 BJ3464  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ3464
 BJ3464  VERT ORDER  -  SECOND    CLASS I
 BJ3464
 BJ3464.The horizontal coordinates were scaled from a topographic map and have
 BJ3464.an estimated accuracy of +/- 6 seconds.
 BJ3464
 BJ3464.The orthometric height was determined by differential leveling
 BJ3464.and adjusted by the National Geodetic Survey in February 1994..
 BJ3464
 BJ3464.The geoid height was determined by GEOID03.
 BJ3464
 BJ3464.The dynamic height is computed by dividing the NAVD 88
 BJ3464.geopotential number by the normal gravity value computed on the
 BJ3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3464.degrees latitude (g = 980.6199 gals.).
 BJ3464
 BJ3464.The modeled gravity was interpolated from observed gravity values.
 BJ3464
 BJ3464;                    North         East    Units  Estimated Accuracy
 BJ3464;SPC LA S     -   234,240.    1,030,470.      MT  (+/- 180 meters Scaled)
 BJ3464
 BJ3464                          SUPERSEDED SURVEY CONTROL
 BJ3464
 BJ3464.No superseded survey control is available for this station.
 BJ3464
 BJ3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP902883(NAD 83)
 BJ3464_MARKER: DR = REFERENCE MARK DISK
 BJ3464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3464_SP_SET: CONCRETE POST
 BJ3464_STAMPING: INDIAN NO 1 1970
 BJ3464_MARK LOGO: NGS   
 BJ3464_PROJECTION: PROJECTING 25 CENTIMETERS
 BJ3464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3464+STABILITY: SURFACE MOTION
 BJ3464
 BJ3464  HISTORY     - Date     Condition        Report By
 BJ3464  HISTORY     - 1970     MONUMENTED       NGS
 BJ3464  HISTORY     - 1983     GOOD             LADTD
 BJ3464  HISTORY     - 1987     GOOD             LA-033
 BJ3464
 BJ3464                          STATION DESCRIPTION
 BJ3464
 BJ3464'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3464'2.2 KM (1.35 MI) NW FROM INDIAN MOUND.
 BJ3464'ABOUT 2.2 KM (1.35 MILES) WEST ALONG STATE HIGHWAY 64 FROM THE
 BJ3464'JUNCTION OF HIGHWAY 64 AND STATE HIGHWAY 409 IN INDIAN MOUND TO THE
 BJ3464'STATION ON THE LEFT, 15.2 METERS (50 FEET) SOUTH OF THE CENTER OF THE
 BJ3464'HIGHWAY AND 10.4 METERS (34 FEET) EAST-NORTHEAST OF A 20-INCH PINE
 BJ3464'TREE.
 BJ3464'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 BJ3464'THE MARK IS 0.61 M BELOW HIGHWAY 64.
 BJ3464
 BJ3464                          STATION RECOVERY (1987)
 BJ3464
 BJ3464'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3464'RECOVERED IN GOOD CONDITION.  THE MARK IS IN THE WOODS.
 BJ3464'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2066 ***********************************************************************
 BX2066  DESIGNATION -  INDIAN RM 2
 BX2066  PID         -  BX2066
 BX2066  STATE/COUNTY-  LA/VERNON
 BX2066  USGS QUAD   -  KURTHWOOD (1972)
 BX2066
 BX2066                         *CURRENT SURVEY CONTROL
 BX2066  ___________________________________________________________________
 BX2066* NAD 83(1986)-  31 18 21.     (N)    093 10 01.     (W)     SCALED    
 BX2066* NAVD 88     -       128.20   (+/-2cm)     420.6    (feet)  VERTCON   
 BX2066  ___________________________________________________________________
 BX2066  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2066
 BX2066  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2066
 BX2066.The horizontal coordinates were scaled from a topographic map and have
 BX2066.an estimated accuracy of +/- 6 seconds.
 BX2066
 BX2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2066.The vertical order pertains to the NGVD 29 superseded value.
 BX2066
 BX2066.The geoid height was determined by GEOID03.
 BX2066
 BX2066;                    North         East    Units  Estimated Accuracy
 BX2066;SPC LA N     -    89,540.      936,510.      MT  (+/- 180 meters Scaled)
 BX2066
 BX2066                          SUPERSEDED SURVEY CONTROL
 BX2066
 BX2066  NGVD 29 (??/??/??)  128.261  (m)          420.80   (f) ADJUSTED    2 1
 BX2066
 BX2066.Superseded values are not recommended for survey control.
 BX2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2066.See file dsdata.txt to determine how the superseded data were derived.
 BX2066
 BX2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ841635(NAD 83)
 BX2066_MARKER: DR = REFERENCE MARK DISK
 BX2066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2066_SP_SET: CONCRETE BLOCK
 BX2066_STAMPING: INDIAN NO. 2
 BX2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2066
 BX2066  HISTORY     - Date     Condition        Report By
 BX2066  HISTORY     - 1965     MONUMENTED       CGS
 BX2066  HISTORY     - 1975     GOOD             LADTD
 BX2066  HISTORY     - 19940611 GOOD             USPSQD
 BX2066  HISTORY     - 20010331 GOOD             NGS
 BX2066
 BX2066                          STATION DESCRIPTION
 BX2066
 BX2066'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2066'8.40 MI S FROM KISATCHIE.
 BX2066'LOCATED ABOUT 7.5 MILES ALONG LOUISIANA HIGHWAY 117 FROM THE POST
 BX2066'OFFICE IN KISATCHIE TO A GRADED DIRT ROAD LEADING TO THE KURTHWOOD
 BX2066'FIRE TOWER.  CONTINUE DOWN DIRT ROAD FOR 1.0 MILES TO THE FIRE TOWER
 BX2066'AND MARKER.  41.5 FEET NORTHEAST OF THE NORTHEAST LEG OF THE FIRE
 BX2066'TOWER.  16 FEET NORTH OF A METAL GATE.  1 FOOT EAST OF THE FENCE. SET
 BX2066'IN THE TOP OF A 10 INCH CONCRETE BLOCK FLUSH WITH THE GROUND.  A STEEL
 BX2066'WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BX2066
 BX2066                          STATION RECOVERY (1994)
 BX2066
 BX2066'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2066'RECOVERED IN GOOD CONDITION.
 BX2066
 BX2066                          STATION RECOVERY (2001)
 BX2066
 BX2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0861 ***********************************************************************
 BK0861  DESIGNATION -  INDIAN RM 2
 BK0861  PID         -  BK0861
 BK0861  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0861  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0861
 BK0861                         *CURRENT SURVEY CONTROL
 BK0861  ___________________________________________________________________
 BK0861* NAD 83(1986)-  30 26 10.     (N)    092 59 59.     (W)     SCALED    
 BK0861* NAVD 88     -        10.09   (+/-2cm)      33.1    (feet)  VERTCON   
 BK0861  ___________________________________________________________________
 BK0861  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0861
 BK0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0861
 BK0861.The horizontal coordinates were scaled from a topographic map and have
 BK0861.an estimated accuracy of +/- 6 seconds.
 BK0861
 BK0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0861.The vertical order pertains to the NGVD 29 superseded value.
 BK0861
 BK0861.The geoid height was determined by GEOID03.
 BK0861
 BK0861;                    North         East    Units  Estimated Accuracy
 BK0861;SPC LA S     -   215,770.      839,940.      MT  (+/- 180 meters Scaled)
 BK0861
 BK0861                          SUPERSEDED SURVEY CONTROL
 BK0861
 BK0861  NGVD 29 (??/??/??)   10.031  (m)           32.91   (f) ADJUSTED    2 0
 BK0861
 BK0861.Superseded values are not recommended for survey control.
 BK0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0861.See file dsdata.txt to determine how the superseded data were derived.
 BK0861
 BK0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP000671(NAD 83)
 BK0861_MARKER: DR = REFERENCE MARK DISK
 BK0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0861_SP_SET: CONCRETE POST
 BK0861_STAMPING: INDIAN NO 2 1963
 BK0861_MARK LOGO: CGS   
 BK0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0861+STABILITY: SURFACE MOTION
 BK0861
 BK0861  HISTORY     - Date     Condition        Report By
 BK0861  HISTORY     - 1963     MONUMENTED       CGS
 BK0861  HISTORY     - 1969     GOOD             LADTD
 BK0861  HISTORY     - 1986     GOOD             NGS
 BK0861  HISTORY     - 20040115 GOOD             USPSQD
 BK0861
 BK0861                          STATION DESCRIPTION
 BK0861
 BK0861'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0861'12.0 MI SW FROM KINDER.
 BK0861'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0861'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0861'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK0861'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE 6.6
 BK0861'MILES SOUTHWEST ALONG STATE ROUTE 383, THENCE 0.2 MILES WEST ON A DIRT
 BK0861'ROAD LEADING TO THE INDIAN VILLAGE CEMETARY ON THE J. A. BELL ESTATE,
 BK0861'187 FEET WEST OF INDIAN RM NO. 1, 113 FEET SOUTHWEST OF THE STATION,
 BK0861'19.6 FEET SOUTH OF A DIRT ROAD, 5 FEET EAST OF A PINE TREE WITH A
 BK0861'TRIANGULAR BLAZE CARVED IN IT, 1.0 FEET NORTH OF A 3 STRAND BARBED
 BK0861'WIRE FENCE, 1 FOOT NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 BK0861'ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. SECTION
 BK0861'20, T 7S, R 6W.
 BK0861
 BK0861                          STATION RECOVERY (1986)
 BK0861
 BK0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0861'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1986.
 BK0861
 BK0861                          STATION RECOVERY (2004)
 BK0861
 BK0861'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3462 ***********************************************************************
 BJ3462  DESIGNATION -  INDIAN RM 2
 BJ3462  PID         -  BJ3462
 BJ3462  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3462  USGS QUAD   -  COMITE (1996)
 BJ3462
 BJ3462                         *CURRENT SURVEY CONTROL
 BJ3462  ___________________________________________________________________
 BJ3462* NAD 83(1986)-  30 36 46.     (N)    091 00 56.     (W)     SCALED    
 BJ3462* NAVD 88     -        25.573  (meters)      83.90   (feet)  ADJUSTED  
 BJ3462  ___________________________________________________________________
 BJ3462  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3462  DYNAMIC HT  -          25.540 (meters)      83.79  (feet)  COMP
 BJ3462  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ3462
 BJ3462  VERT ORDER  -  SECOND    CLASS I
 BJ3462
 BJ3462.The horizontal coordinates were scaled from a topographic map and have
 BJ3462.an estimated accuracy of +/- 6 seconds.
 BJ3462
 BJ3462.The orthometric height was determined by differential leveling
 BJ3462.and adjusted by the National Geodetic Survey in February 1994..
 BJ3462
 BJ3462.The geoid height was determined by GEOID03.
 BJ3462
 BJ3462.The dynamic height is computed by dividing the NAVD 88
 BJ3462.geopotential number by the normal gravity value computed on the
 BJ3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3462.degrees latitude (g = 980.6199 gals.).
 BJ3462
 BJ3462.The modeled gravity was interpolated from observed gravity values.
 BJ3462
 BJ3462;                    North         East    Units  Estimated Accuracy
 BJ3462;SPC LA S     -   234,240.    1,030,470.      MT  (+/- 180 meters Scaled)
 BJ3462
 BJ3462                          SUPERSEDED SURVEY CONTROL
 BJ3462
 BJ3462.No superseded survey control is available for this station.
 BJ3462
 BJ3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP902883(NAD 83)
 BJ3462_MARKER: DR = REFERENCE MARK DISK
 BJ3462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3462_SP_SET: CONCRETE POST
 BJ3462_STAMPING: INDIAN NO 2 1970
 BJ3462_MARK LOGO: NGS   
 BJ3462_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3462+STABILITY: SURFACE MOTION
 BJ3462
 BJ3462  HISTORY     - Date     Condition        Report By
 BJ3462  HISTORY     - 1970     MONUMENTED       NGS
 BJ3462  HISTORY     - 1983     GOOD             LADTD
 BJ3462  HISTORY     - 1987     GOOD             LA-033
 BJ3462
 BJ3462                          STATION DESCRIPTION
 BJ3462
 BJ3462'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3462'2.2 KM (1.35 MI) NW FROM INDIAN MOUND.
 BJ3462'ABOUT 2.2 KM (1.35 MILES) WEST ALONG STATE HIGHWAY 64 FROM THE
 BJ3462'JUNCTION OF HIGHWAY 64 AND STATE HIGHWAY 409 IN INDIAN MOUND TO THE
 BJ3462'STATION ON THE LEFT, 16.5 METERS (54 FEET) SOUTH OF THE CENTER OF THE
 BJ3462'HIGHWAY.
 BJ3462'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 BJ3462'THE MARK IS 0.61 M BELOW HIGHWAY 64.
 BJ3462
 BJ3462                          STATION RECOVERY (1987)
 BJ3462
 BJ3462'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3462'RECOVERED IN GOOD CONDITION.  THE MARK IS IN THE WOODS, NO ADDITIONAL
 BJ3462'MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5105 ***********************************************************************
 BJ5105  DESIGNATION -  INDIGO BAYOU USE 1917
 BJ5105  PID         -  BJ5105
 BJ5105  STATE/COUNTY-  LA/IBERVILLE
 BJ5105  USGS QUAD   -  GRAND RIVER (1992)
 BJ5105
 BJ5105                         *CURRENT SURVEY CONTROL
 BJ5105  ___________________________________________________________________
 BJ5105* NAD 83(1992)-  30 08 14.77305(N)    091 24 53.49875(W)     ADJUSTED  
 BJ5105* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BJ5105  ___________________________________________________________________
 BJ5105  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ5105  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ5105
 BJ5105  HORZ ORDER  -  FIRST
 BJ5105
 BJ5105.The horizontal coordinates were established by classical geodetic methods
 BJ5105.and adjusted by the National Geodetic Survey in January 1993..
 BJ5105
 BJ5105.The orthometric height was scaled from a topographic map.
 BJ5105
 BJ5105.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5105
 BJ5105.The geoid height was determined by GEOID03.
 BJ5105
 BJ5105;                    North         East     Units Scale Factor Converg.
 BJ5105;SPC LA S     -   181,503.472   992,145.145   MT  0.99992857   -0 02 26.8
 BJ5105;SPC LA S     -   595,482.64  3,255,062.86   sFT  0.99992857   -0 02 26.8
 BJ5105;UTM  15      - 3,335,075.214   652,681.637   MT  0.99988761   +0 47 45.7
 BJ5105
 BJ5105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5105!SPC LA S     -   1.00000378  x   0.99992857  =   0.99993235
 BJ5105!UTM  15      -   1.00000378  x   0.99988761  =   0.99989139
 BJ5105
 BJ5105                          SUPERSEDED SURVEY CONTROL
 BJ5105
 BJ5105  NAD 83(1986)-  30 08 14.79227(N)    091 24 53.49582(W) AD(       ) 1
 BJ5105  NAD 27      -  30 08 14.07666(N)    091 24 53.09477(W) AD(       ) 1
 BJ5105
 BJ5105.Superseded values are not recommended for survey control.
 BJ5105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5105.See file dsdata.txt to determine how the superseded data were derived.
 BJ5105
 BJ5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5268235075(NAD 83)
 BJ5105_MARKER: P = PIPE CAP
 BJ5105_SETTING: 0 = UNSPECIFIED SETTING
 BJ5105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5105
 BJ5105  HISTORY     - Date     Condition        Report By
 BJ5105  HISTORY     - 1935     MONUMENTED       USE
 BJ5105  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5105
 BJ5105                          STATION DESCRIPTION
 BJ5105
 BJ5105'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BJ5105'ON THE S BANK OF BAYOU SORREL, ABOUT 0.25 MILE NE OF THE
 BJ5105'JUNCTION OF BAYOU SORREL WITH INDIGO BAYOU, AND ABOUT 150
 BJ5105'YARDS SW OF THE WESTERLY ONE OF SEVERAL HOUSES ALONG THE
 BJ5105'S BANK OF BAYOU SORREL.  THE STATION IS MARKED BY A BOLT SET
 BJ5105'IN THE CENTER OF AN 18-INCH SQUARE CONCRETE SLAB, 4 INCHES
 BJ5105'THICK, SET 2-1/2 FEET UNDERGROUND, WHICH IS SURMOUNTED BY A
 BJ5105'BRONZE-CAPPED 5-INCH IRON PIPE.  THE MARK PROJECTS 2 FEET
 BJ5105'ABOVE THE GROUND.
 BJ5105
 BJ5105                          STATION RECOVERY (1957)
 BJ5105
 BJ5105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5105'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH OF THE
 BJ5105'AREA.  STATION MARK HAS BEEN SILTED OVER AND THE PUBLISHED
 BJ5105'DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4256 ***********************************************************************
 BJ4256  DESIGNATION -  INDUSTRIAL CANAL BRIDGE NE COR
 BJ4256  PID         -  BJ4256
 BJ4256  STATE/COUNTY-  LA/ORLEANS
 BJ4256  USGS QUAD   -  SPANISH FORT (1992)
 BJ4256
 BJ4256                         *CURRENT SURVEY CONTROL
 BJ4256  ___________________________________________________________________
 BJ4256* NAD 83(1992)-  30 01 52.88193(N)    090 02 04.64294(W)     ADJUSTED  
 BJ4256* NAVD 88     -                                                        
 BJ4256  **This station is located in a subsidence area (see below).
 BJ4256  ___________________________________________________________________
 BJ4256  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4256  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4256
 BJ4256  HORZ ORDER  -  THIRD
 BJ4256
 BJ4256.The horizontal coordinates were established by classical geodetic methods
 BJ4256.and adjusted by the National Geodetic Survey in May 1994..
 BJ4256
 BJ4256 ** The orthometric height has not been validated since last determined
 BJ4256 ** by differential leveling and should not be used for control purposes.
 BJ4256 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4256 ** area with valid NAVD 88 orthometric heights.
 BJ4256 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4256 ** epoch indicated which incorporates improved geoid heights for the
 BJ4256 ** Southern Louisiana Subsidence area.
 BJ4256 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4256
 BJ4256.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4256
 BJ4256.The geoid height was determined by GEOID03.
 BJ4256
 BJ4256;                    North         East     Units Scale Factor Converg.
 BJ4256;SPC LA S     -   170,451.877 1,125,256.347   MT  0.99992589   +0 38 57.7
 BJ4256;SPC LA S     -   559,224.20  3,691,778.53   sFT  0.99992589   +0 38 57.7
 BJ4256;UTM  15      - 3,325,965.706   785,977.965   MT  1.00060914   +1 29 06.4
 BJ4256;UTM  16      - 3,326,140.945   207,340.911   MT  1.00065685   -1 31 11.4
 BJ4256
 BJ4256                          SUPERSEDED SURVEY CONTROL
 BJ4256
 BJ4256  NAD 83(1992)-  30 01 52.88162(N)    090 02 04.64287(W) AD(       ) 4
 BJ4256  NAD 83(1986)-  30 01 52.89617(N)    090 02 04.64209(W) AD(       ) 4
 BJ4256  NAD 27      -  30 01 52.17136(N)    090 02 04.38972(W) AD(       ) 3
 BJ4256
 BJ4256.Superseded values are not recommended for survey control.
 BJ4256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4256.See file dsdata.txt to determine how the superseded data were derived.
 BJ4256
 BJ4256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8597825966(NAD 83)
 BJ4256
 BJ4256  HISTORY     - Date     Condition        Report By
 BJ4256  HISTORY     - 1931     FIRST OBSERVED   CGS
 BJ4256  HISTORY     - 1954     GOOD             CGS
 BJ4256
 BJ4256                          STATION DESCRIPTION
 BJ4256
 BJ4256'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4256'THERE IS NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE
 BJ4256'BRIDGE OVER THE INDUSTRIAL CANAL ON SOUTHLINE BOULEVARD IS
 BJ4256'INTACT, AND NO DOUBT THE BRIDGE OBSERVED UPON IN 1931.
 BJ4256'
 BJ4256'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4255 ***********************************************************************
 BJ4255  DESIGNATION -  INDUSTRIAL CANAL LIGHT
 BJ4255  PID         -  BJ4255
 BJ4255  STATE/COUNTY-  LA/ORLEANS
 BJ4255  USGS QUAD   -  SPANISH FORT (1992)
 BJ4255
 BJ4255                         *CURRENT SURVEY CONTROL
 BJ4255  ___________________________________________________________________
 BJ4255* NAD 83(1992)-  30 02 29.41625(N)    090 02 14.03492(W)     ADJUSTED  
 BJ4255* NAVD 88     -                                                        
 BJ4255  **This station is located in a subsidence area (see below).
 BJ4255  ___________________________________________________________________
 BJ4255  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4255  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4255
 BJ4255  HORZ ORDER  -  THIRD
 BJ4255
 BJ4255.The horizontal coordinates were established by classical geodetic methods
 BJ4255.and adjusted by the National Geodetic Survey in May 1994..
 BJ4255
 BJ4255 ** The orthometric height has not been validated since last determined
 BJ4255 ** by differential leveling and should not be used for control purposes.
 BJ4255 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4255 ** area with valid NAVD 88 orthometric heights.
 BJ4255 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4255 ** epoch indicated which incorporates improved geoid heights for the
 BJ4255 ** Southern Louisiana Subsidence area.
 BJ4255 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4255
 BJ4255.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4255
 BJ4255.The geoid height was determined by GEOID03.
 BJ4255
 BJ4255;                    North         East     Units Scale Factor Converg.
 BJ4255;SPC LA S     -   171,573.857 1,124,992.016   MT  0.99992600   +0 38 53.0
 BJ4255;SPC LA S     -   562,905.23  3,690,911.31   sFT  0.99992600   +0 38 53.0
 BJ4255;UTM  15      - 3,327,084.472   785,697.101   MT  1.00060716   +1 29 03.3
 BJ4255;UTM  16      - 3,327,272.954   207,119.079   MT  1.00065845   -1 31 17.8
 BJ4255
 BJ4255                          SUPERSEDED SURVEY CONTROL
 BJ4255
 BJ4255  NAD 83(1992)-  30 02 29.41587(N)    090 02 14.03463(W) AD(       ) 4
 BJ4255  NAD 83(1986)-  30 02 29.43087(N)    090 02 14.03373(W) AD(       ) 4
 BJ4255  NAD 27      -  30 02 28.70756(N)    090 02 13.77821(W) AD(       ) 3
 BJ4255
 BJ4255.Superseded values are not recommended for survey control.
 BJ4255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4255.See file dsdata.txt to determine how the superseded data were derived.
 BJ4255
 BJ4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8569727084(NAD 83)
 BJ4255_MARKER: 14 = NAVIGATION LIGHT
 BJ4255
 BJ4255  HISTORY     - Date     Condition        Report By
 BJ4255  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4255
 BJ4255                          STATION DESCRIPTION
 BJ4255
 BJ4255'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ALP)
 BJ4255'STATION IS THE CENTER OF THE LIGHT PROPER ON TOP OF A SKELETON
 BJ4255'STEEL TOWER WHICH IS PAINTED WHITE AND MOUNTED ON PILE PLATFORM.
 BJ4255'
 BJ4255'LOCATED AT THE ENTRANCE TO INDUSTRIAL CANAL FROM LAKE PONTCHARTRAIN,
 BJ4255'ON LEFT SIDE OF CHANNEL AND APPROXIMATELY 1300 FT. OFFSHORE OF
 BJ4255'THE SEAWALL AROUND NEW ORLEANS AIRPORT.
 BJ4255'
 BJ4255'THE LIGHT IS 49 FEET ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5222 ***********************************************************************
 BJ5222  DESIGNATION -  INNIS ATT MICROWAVE
 BJ5222  PID         -  BJ5222
 BJ5222  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5222  USGS QUAD   -  BATCHELOR (1973)
 BJ5222
 BJ5222                         *CURRENT SURVEY CONTROL
 BJ5222  ___________________________________________________________________
 BJ5222* NAD 83(1992)-  30 51 53.36670(N)    091 40 20.95384(W)     ADJUSTED  
 BJ5222* NAVD 88     -                                                        
 BJ5222  ___________________________________________________________________
 BJ5222  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ5222  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5222
 BJ5222  HORZ ORDER  -  THIRD
 BJ5222
 BJ5222.The horizontal coordinates were established by classical geodetic methods
 BJ5222.and adjusted by the National Geodetic Survey in May 1994..
 BJ5222
 BJ5222
 BJ5222.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5222
 BJ5222.The geoid height was determined by GEOID03.
 BJ5222
 BJ5222;                    North         East     Units Scale Factor Converg.
 BJ5222;SPC LA S     -   262,185.118   967,562.538   MT  1.00003921   -0 10 10.5
 BJ5222;SPC LA S     -   860,185.67  3,174,411.43   sFT  1.00003921   -0 10 10.5
 BJ5222;UTM  15      - 3,415,375.569   626,916.255   MT  0.99979870   +0 40 52.0
 BJ5222
 BJ5222                          SUPERSEDED SURVEY CONTROL
 BJ5222
 BJ5222  NAD 83(1992)-  30 51 53.36738(N)    091 40 20.95402(W) AD(       ) 4
 BJ5222  NAD 83(1986)-  30 51 53.38339(N)    091 40 20.94923(W) AD(       ) 4
 BJ5222  NAD 27      -  30 51 52.72180(N)    091 40 20.50389(W) AD(       ) 3
 BJ5222
 BJ5222.Superseded values are not recommended for survey control.
 BJ5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5222.See file dsdata.txt to determine how the superseded data were derived.
 BJ5222
 BJ5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2691615376(NAD 83)
 BJ5222_MARKER: 44 = MICROWAVE MAST
 BJ5222
 BJ5222  HISTORY     - Date     Condition        Report By
 BJ5222  HISTORY     - 1977     FIRST OBSERVED   NGS
 BJ5222
 BJ5222                          STATION DESCRIPTION
 BJ5222
 BJ5222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5222'THE STATION IS THE RED LIGHT ATOP THE INNIS AMERICAN TELEPHONE
 BJ5222'AND TELEGRAPH MICROWAVE KLV 50.  IT IS A FOUR LEGGED SELF
 BJ5222'SUPPORTED STEEL STRUCTURE, PAINED ALTERNATELY RED AND WHITE AND
 BJ5222'232 FEET IN HEIGHT.
 BJ5222'
 BJ5222'IT IS ABOUT 1 MILE SOUTH OF INNIS AND 1/2 MILE WEST OF THE
 BJ5222'MISSISSIPPI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2702 ***********************************************************************
 AU2702  DESIGNATION -  INTRA
 AU2702  PID         -  AU2702
 AU2702  STATE/COUNTY-  LA/ORLEANS
 AU2702  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2702
 AU2702                         *CURRENT SURVEY CONTROL
 AU2702  ___________________________________________________________________
 AU2702* NAD 83(1992)-  29 59 48.88633(N)    090 01 11.57966(W)     ADJUSTED  
 AU2702* NAVD 88     -         3.9  **(meters)      13.   **(feet)  VERTCON   
 AU2702  **This station is located in a subsidence area (see below).
 AU2702  ___________________________________________________________________
 AU2702  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AU2702  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU2702
 AU2702  HORZ ORDER  -  FIRST
 AU2702
 AU2702.The horizontal coordinates were established by classical geodetic methods
 AU2702.and adjusted by the National Geodetic Survey in January 1993..
 AU2702
 AU2702 ** The orthometric height has not been validated since last determined
 AU2702 ** by differential leveling and should not be used for control purposes.
 AU2702 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2702 ** area with valid NAVD 88 orthometric heights.
 AU2702 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2702 ** epoch indicated which incorporates improved geoid heights for the
 AU2702 ** Southern Louisiana Subsidence area.
 AU2702 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2702
 AU2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2702
 AU2702.The geoid height was determined by GEOID03.
 AU2702
 AU2702;                    North         East     Units Scale Factor Converg.
 AU2702;SPC LA S     -   166,650.491 1,126,721.651   MT  0.99992575   +0 39 24.3
 AU2702;SPC LA S     -   546,752.49  3,696,585.95   sFT  0.99992575   +0 39 24.3
 AU2702;UTM  15      - 3,322,183.473   787,499.556   MT  1.00061992   +1 29 27.4
 AU2702;UTM  16      - 3,322,284.039   208,662.292   MT  1.00064734   -1 30 39.1
 AU2702
 AU2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2702!SPC LA S     -   1.00000349  x   0.99992575  =   0.99992924
 AU2702!UTM  15      -   1.00000349  x   1.00061992  =   1.00062341
 AU2702!UTM  16      -   1.00000349  x   1.00064734  =   1.00065083
 AU2702
 AU2702|---------------------------------------------------------------------|
 AU2702| PID    Reference Object                     Distance      Geod. Az  |
 AU2702|                                                           dddmmss.s |
 AU2702| DD7248 INTRA RM 1                           21.770 METERS 08538     |
 AU2702| AT1384 CHALMETTE TV STA WYES MAST          APPROX. 8.3 KM 1244615.9 |
 AU2702| AT1366 CHALMETTE TV STATION WVUE MAST      APPROX. 8.3 KM 1245837.2 |
 AU2702| AT1367 CHALMETTE TV STA WDSU MAST          APPROX. 7.9 KM 1305100.2 |
 AU2702| AT1364 CHALMETTE KAISER ALUM STACK         APPROX. 7.4 KM 1474457.7 |
 AU2702| AU2712 NEW ORLEANS TV STA WGNO TOWER       APPROX. 6.8 KM 2182405.5 |
 AU2702| BJ4279 NEW ORLEANS EQUITABLE EQUIP TK      APPROX. 1.6 KM 3234020.4 |
 AU2702| AU3505 INTRA RM 2                           27.078 METERS 33805     |
 AU2702| AU3331 INTRA 2                             210.793 METERS 34409     |
 AU2702| BJ5300 INTRA AZ MK                         APPROX. 0.9 KM 3471207.5 |
 AU2702|---------------------------------------------------------------------|
 AU2702
 AU2702                          SUPERSEDED SURVEY CONTROL
 AU2702
 AU2702  NAD 83(1986)-  29 59 48.90157(N)    090 01 11.57759(W) AD(       ) 1
 AU2702  NAD 83(1986)-  29 59 48.90006(N)    090 01 11.57818(W) AD(       ) 1
 AU2702  NAD 27      -  29 59 48.17209(N)    090 01 11.32564(W) AD(       ) 1
 AU2702  NGVD 29 (02/23/90)    4.0    (m)           13.     (f) VERT ANG       
 AU2702
 AU2702.Superseded values are not recommended for survey control.
 AU2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2702.See file dsdata.txt to determine how the superseded data were derived.
 AU2702
 AU2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8750022183(NAD 83)
 AU2702_MARKER: DS = TRIANGULATION STATION DISK
 AU2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2702_MARK LOGO: NGS   
 AU2702_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2702+STABILITY: SURFACE MOTION
 AU2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2702+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1982
 AU2702
 AU2702  HISTORY     - Date     Condition        Report By
 AU2702  HISTORY     - 1972     MONUMENTED       NGS
 AU2702  HISTORY     - 1977     GOOD             NGS
 AU2702  HISTORY     - 19820602 SEE DESCRIPTION  NGS
 AU2702
 AU2702                          STATION DESCRIPTION
 AU2702
 AU2702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2702'MEASUREMENTS WERE MADE WITH A 30 METER AND 300 FOOT TAPE HOLDING 5
 AU2702'AND 10 KGS. TENSION.
 AU2702'
 AU2702'THE STATION IS ABOUT 0.6 MILE EAST OF THE INTRA HARBOR NAVIGATION
 AU2702'CANAL, 0.5 MILE SOUTH OF THE INTERSTATE HIGHWAY 10 BRIDGE OVER THE
 AU2702'INTRA HARBOR NAVIGATION CANAL, IN SECTION 39, T 12 S, R 12 E, ON
 AU2702'LAND OWNED BY THE ORLEANS PARISH LEVEE BOARD, 418 ROYAL STREET,
 AU2702'NEW ORLEANS, LOUISIANA.
 AU2702'
 AU2702'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 10 CROSSES OVER
 AU2702'CHEF MENTUER HIGHWAY (US HIGHWAY 90) IN THE EAST EDGE OF NEW
 AU2702'ORLEANS, GO WEST ON CHEF MENTUER HIGHWAY (US HIGHWAY 90) FOR 0.65
 AU2702'MILE TO JOURDAN ROAD.  TURN LEFT AND GO SOUTHERLY ON JOURDAN
 AU2702'ROAD FOR 0.45 MILE TO THE INTERSTATE HIGHWAY 10 OVERPASS,
 AU2702'CONTINUE SOUTHERLY ON JOURDAN ROAD FOR 0.1 MILE TO A SIDE ROAD
 AU2702'RIGHT AND THE AZIMUTH MARK ON THE LEFT, SET IN THE BASE OF A STEEL
 AU2702'POWERLINE TOWER NUMBER T-42, TURN RIGHT AND GO SOUTH ON A BLACKTOP
 AU2702'AND SHELL ROAD FOR 0.55 MILE TO THE TOP OF A LEVEE AND THE STATION
 AU2702'ON THE RIGHT.
 AU2702'
 AU2702'STATION MARKS ARE STANDARD DISKS STAMPED INTRA 1972.  THE SURFACE
 AU2702'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2702'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 164 FEET WEST OF THE
 AU2702'CENTER OF THE SHELL ROAD AND 9 FEET EAST OF THE TOP OF THE LEVEES
 AU2702'WEST EDGE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 AU2702'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AU2702'
 AU2702'REFERENCE MARK 1, A STANDARD DISK STAMPED INTRA NO 1 1972, IS SET IN
 AU2702'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2702'WITH THE GROUND SURFACE.  IT IS 65 FEET WEST OF THE CENTER OF THE
 AU2702'SHELL ROAD AND 8 FEET SOUTH OF THE CENTER OF THE LEVEE.
 AU2702'
 AU2702'REFERENCE MARK 2, A STANDARD DISK STAMPED INTRA NO 2 1972, IS SET IN
 AU2702'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2702'WITH THE GROUND SURFACE.  IT IS 173 FEET WEST OF THE CENTER OF THE
 AU2702'SHELL ROAD AND 6 FEET WEST OF THE CENTER OF THE LEVEE.
 AU2702'
 AU2702'AZIMUTH MARK, A STANDARD DISK STAMPED INTRA 1972, IS CEMENTED IN A
 AU2702'DRILL HOLE IN THE BASE OF THE SOUTHWEST LEG OF A STEEL POWERLINE
 AU2702'TOWER NUMBER T-42.  IT IS 45 FEET NORTH OF THE CENTER OF JOURDAN ROAD
 AU2702'AND 2 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE STEEL POWERLINE
 AU2702'TOWER.
 AU2702'
 AU2702'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AU2702
 AU2702                          STATION RECOVERY (1977)
 AU2702
 AU2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 AU2702'THE STATION WAS VISITED AT THIS DATE DUE TO LEVEE ENLARGEMENT IN THE
 AU2702'AREA.  THE STATION WILL NOT BE AFFECTED BY THE CONSTRUCTION.  A NEW
 AU2702'DESCRIPTION FOLLOWS--
 AU2702'
 AU2702'THE STATION IS ABOUT 0.6 MILE EAST OF THE INTRA HARBOR NAVIGATION
 AU2702'CANAL, 0.5 MILE SOUTH OF THE INTERSTATE HIGHWAY 10 BRIDGE OVER THE
 AU2702'INTRA HARBOR NAVIGATION CANAL ON LAND OWNED BY THE ORLEANS PARISH
 AU2702'LEVEE BOARD, 418 ROYAL STREET, NEW ORLEANS LOUISIANA.
 AU2702'
 AU2702'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE I-10 AND
 AU2702'U.S. HIGHWAY 90, JUST EAST OF THE INTRA COASTAL CANAL IN THE EASTERN
 AU2702'SECTION OF NEW ORLEANS, GO WEST ON U.S. HIGHWAY 90 FOR 0.65 MILE TO
 AU2702'JOURDAN ROAD, TURN LEFT AND GO SOUTHERLY ON JOURDAN ROAD FOR 0.45
 AU2702'MILE TO A POINT UNDER THE INTERSTATE HIGHWAY OVERPASS, CONTINUE
 AU2702'SOUTHERLY ON JOURDAN ROAD FOR 0.1 MILE CROSSING THE TRACKS TO A
 AU2702'SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT IN THE BASE OF THE
 AU2702'SOUTHWEST LEG OF A POWERLINE TOWER NUMBER T-42.  TURN RIGHT AND GO
 AU2702'SOUTH FOR 0.55 MILE TO THE TOP OF THE LEVEE AND THE STATION ON THE
 AU2702'RIGHT.
 AU2702'
 AU2702'IT IS 163 FEET WEST OF THE CENTER OF THE ROAD WHERE IT CROSSES THE
 AU2702'LEVEE, 9 FEET EAST OF THE WEST EDGE OF THE LEVEE, 127.5 FEET
 AU2702'WEST-SOUTHWEST OF A POWER POLE WITH A LIGHT AND IN THE RIGHT ANGLE
 AU2702'BEND OF THE LEVEE.  IT IS A STANDARD DISK STAMPED INTRA 1972 SET
 AU2702'IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 AU2702'
 AU2702'REFERENCE MARK NO. 1 IS 95 FEET WEST OF THE CENTER OF THE ROAD WHERE
 AU2702'IT CROSSES THE TOP OF THE LEVEE, 8 FEET SOUTH OF THE CENTER OF THE
 AU2702'TOP OF THE LEVEE, AND 78 FEET SOUTH-SOUTHWEST OF THE POWER POLE WITH
 AU2702'A LIGHT ON IT.  IT IS A REFERENCE MARK DISK STAMPED INTRA NO 1
 AU2702'1972 SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE
 AU2702'GROUND.
 AU2702'
 AU2702'REFERENCE MARK NO. 2 IS 173 FEET WEST OF THE CENTER OF THE ROAD, AND
 AU2702'6 FEET WEST OF THE CENTER OF THE TOP OF THE LEVEE.  IT IS A REFERENCE
 AU2702'MARK DISK STAMPED INTRA NO 2 1972, FLUSH WITH THE GROUND.
 AU2702'
 AU2702'THE AZIMUTH MARK IS 0.55 MILE NORTH-NORTHWEST OF THE STATION.  IT IS
 AU2702'AN AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 AU2702'CORNER OF THE SOUTHWEST LEG OF HIGH POWER TOWER NO. T-42.  IT IS 42
 AU2702'FEET NORTHEAST OF THE CENTER OF JOURDAN ROAD.  IT IS STAMPED
 AU2702'INTRA 1972.
 AU2702
 AU2702                          STATION RECOVERY (1982)
 AU2702
 AU2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PCS)
 AU2702'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 AU2702'THIS DATE.  DUE TO CONSTRUCTION IN THIS AREA AND A CHANGE IN THE LEVEE
 AU2702'IT WAS REQUESTED THAT THIS STATION BE RELOCATED.  REFERENCE MARK NO 1
 AU2702'WILL BE DESTROYED AND THE DISK WILL BE RECLAIMED BY THE PORT
 AU2702'COMMISSION.  A DEEP CUT WILL BE MADE AT THE STATION MARK, BUT MARK
 AU2702'WILL BE LEFT INTACT, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WILL NOT
 AU2702'BE DESTROYED AND ARE USED FOR STATION INTRA 2 SET THIS DATE, REFERENCE
 AU2702'MARK NO 3 WAS ALSO SET THIS DATE.
 AU2702' 
 AU2702'SEE THE DESCRIPTION FOR INTRA 2 THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3331 ***********************************************************************
 AU3331  DESIGNATION -  INTRA 2
 AU3331  PID         -  AU3331
 AU3331  STATE/COUNTY-  LA/ORLEANS
 AU3331  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3331
 AU3331                         *CURRENT SURVEY CONTROL
 AU3331  ___________________________________________________________________
 AU3331* NAD 83(1992)-  29 59 55.47155(N)    090 01 13.72821(W)     ADJUSTED  
 AU3331* NAVD 88     -         3.9  **(meters)      13.   **(feet)  VERTCON   
 AU3331  **This station is located in a subsidence area (see below).
 AU3331  ___________________________________________________________________
 AU3331  X           -      -1,976.063 (meters)                     COMP
 AU3331  Y           -  -5,528,306.502 (meters)                     COMP
 AU3331  Z           -   3,170,241.715 (meters)                     COMP
 AU3331  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AU3331  ELLIP HEIGHT-         -22.52  (meters)          (01/21/03) GPS OBS
 AU3331  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU3331
 AU3331  HORZ ORDER  -  FIRST
 AU3331  ELLP ORDER  -  FOURTH    CLASS II
 AU3331
 AU3331.The horizontal coordinates were established by GPS observations
 AU3331.and adjusted by the National Geodetic Survey in January 1993..
 AU3331
 AU3331 ** The orthometric height has not been validated since last determined
 AU3331 ** by differential leveling and should not be used for control purposes.
 AU3331 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3331 ** area with valid NAVD 88 orthometric heights.
 AU3331 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3331 ** epoch indicated which incorporates improved geoid heights for the
 AU3331 ** Southern Louisiana Subsidence area.
 AU3331 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3331
 AU3331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3331
 AU3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3331
 AU3331.The ellipsoidal height was determined by GPS observations
 AU3331.and is referenced to NAD 83.
 AU3331
 AU3331.The geoid height was determined by GEOID03.
 AU3331
 AU3331;                    North         East     Units Scale Factor Converg.
 AU3331;SPC LA S     -   166,852.577 1,126,661.749   MT  0.99992575   +0 39 23.2
 AU3331;SPC LA S     -   547,415.50  3,696,389.42   sFT  0.99992575   +0 39 23.2
 AU3331;UTM  15      - 3,322,384.805   787,436.674   MT  1.00061947   +1 29 26.6
 AU3331;UTM  16      - 3,322,488.394   208,610.039   MT  1.00064771   -1 30 40.5
 AU3331
 AU3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3331!SPC LA S     -   1.00000354  x   0.99992575  =   0.99992929
 AU3331!UTM  15      -   1.00000354  x   1.00061947  =   1.00062301
 AU3331!UTM  16      -   1.00000354  x   1.00064771  =   1.00065125
 AU3331
 AU3331:                Primary Azimuth Mark                     Grid Az
 AU3331:SPC LA S     -  CHALMETTE TV STA WYES MAST               125 01 24.6
 AU3331:UTM  15      -  CHALMETTE TV STA WYES MAST               124 11 21.2
 AU3331:UTM  16      -  CHALMETTE TV STA WYES MAST               127 11 28.3
 AU3331
 AU3331|---------------------------------------------------------------------|
 AU3331| PID    Reference Object                     Distance      Geod. Az  |
 AU3331|                                                           dddmmss.s |
 AU3331| AT1384 CHALMETTE TV STA WYES MAST          APPROX. 8.4 KM 1254047.8 |
 AU3331| AT1366 CHALMETTE TV STATION WVUE MAST      APPROX. 8.4 KM 1255257.2 |
 AU3331| AT1367 CHALMETTE TV STA WDSU MAST          APPROX. 8.1 KM 1313959.3 |
 AU3331| AT1364 CHALMETTE KAISER ALUM STACK         APPROX. 7.6 KM 1481156.8 |
 AU3331| AU2702 INTRA                               210.793 METERS 16409     |
 AU3331| AU3505 INTRA RM 2                          183.889 METERS 16502     |
 AU3331| BJ4279 NEW ORLEANS EQUITABLE EQUIP TK      APPROX. 1.4 KM 3203922.8 |
 AU3331| CS7284 INTRA 2 RM 3                         23.854 METERS 34056     |
 AU3331| BJ5300 INTRA AZ MK                         APPROX. 0.7 KM 3480702.5 |
 AU3331|---------------------------------------------------------------------|
 AU3331
 AU3331                          SUPERSEDED SURVEY CONTROL
 AU3331
 AU3331  ELLIP H (01/21/93)  -22.50   (m)                       GP(       ) 4 2
 AU3331  NAD 83(1986)-  29 59 55.48775(N)    090 01 13.72639(W) AD(       ) 1
 AU3331  NGVD 29 (02/23/90)    4.0    (m)           13.     (f) GPS OBS        
 AU3331
 AU3331.Superseded values are not recommended for survey control.
 AU3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3331.See file dsdata.txt to determine how the superseded data were derived.
 AU3331
 AU3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8743722385(NAD 83)
 AU3331_MARKER: DS = TRIANGULATION STATION DISK
 AU3331_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AU3331_SP_SET: RETAINING WALL
 AU3331_STAMPING: INTRA 2 1982
 AU3331_MARK LOGO: NGS   
 AU3331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3331+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2004
 AU3331
 AU3331  HISTORY     - Date     Condition        Report By
 AU3331  HISTORY     - 1982     MONUMENTED       NGS
 AU3331  HISTORY     - 19820602 GOOD             NGS
 AU3331  HISTORY     - 19880920 GOOD             LADTD
 AU3331  HISTORY     - 19890125 GOOD
 AU3331  HISTORY     - 20041230 GOOD             GANDOL
 AU3331
 AU3331                          STATION DESCRIPTION
 AU3331
 AU3331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (PCJ)
 AU3331'THE STATION IS LOCATED AT THE EAST EDGE OF NEW ORLEANS, ABOUT 1.0 KM
 AU3331'(0.6 MILE) EAST OF THE INTRA-COASTAL NAVIGATION CANAL ON A LEVEE KNOWN
 AU3331'AS THE CITRUS BACK LEVEE AND AT A CONCRETE FLOOD CONTROL GATE IN THE
 AU3331'LEVEE.  OWNERSHIP--ORLEANS PARISH LEVEE BOARD.
 AU3331' 
 AU3331'TO REACH THE STATION FROM THE END OF EXIT RAMP OF INTERSTATE HIGHWAY
 AU3331'10 AND US HIGHWAY 90, GO WESTERLY ON HIGHWAY 90 FOR 1.8 KM (1.1 MILES)
 AU3331'TO RAILROAD TRACKS AND JOURDAN ROAD, TURN LEFT AND GO SOUTHERLY ON
 AU3331'JOURDAN ROAD FOR 0.6 KM (0.4 MILE) TO ALOMASTER ROAD ON THE RIGHT,
 AU3331'TURN RIGHT AND CONTINUE SOUTH FOR 0.7 KM (0.44 MILE) TO A FLOOR GATE
 AU3331'AND THE STATION ON THE RIGHT.
 AU3331' 
 AU3331'THE STATION IS A STANDARD NGS DISK STAMPED--INTRA 2 1982--, CEMENTED
 AU3331'IN A DRILL HOLE IN A CONCRETE RETAINING WALL IN CENTER OF LEVEE AND AT
 AU3331'SOUTH SIDE OF FLOOD GATE.  RETAINING WALL AT SOUTH END WITH STATION
 AU3331'DISK PROJECT 1 INCH ABOVE THE TOP CENTER OF THE LEVEE.  THE RETAINING
 AU3331'WALL IS SET ON THE TOP OF SHEET PILING DRIVEN INTO THE GROUND.  IT IS
 AU3331'LOCATED 66 FT (20.1 M) E FROM THE CENTER OF A CHAIN-LINK FENCE GATE,
 AU3331'38.3 FT (11.7 M) S FROM THE INSIDE EDGE OF SOUTH PIER OF FLOOD GATE,
 AU3331'AND 1 FT (0.30 M) NNW FROM THE SOUTH END OF THE CONCRETE RETAINING
 AU3331'WALL.
 AU3331' 
 AU3331'NO UNDERGROUND DISK SET FOR THIS STATION.
 AU3331' 
 AU3331'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--INTRA NO 2 1972--,
 AU3331'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 0.30 CM IN
 AU3331'DIAMETER FLUSH WITH GROUND LOCATED 6 FT (1.8 M) W FROM THE TOP CENTER
 AU3331'OF THE LEVEE AND 173 FT (52.7 M) W FROM THE CENTER OF A GRAVEL ROAD.
 AU3331' 
 AU3331'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--INTRA 2 NO 3
 AU3331'1982--, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR THE FLOOD
 AU3331'GATE IN THE LEVEE.  IT IS LOCATED 49.5 FT (15.1 M) NNE FROM THE CENTER
 AU3331'OF THE CHAIN-LINK FENCE GATE, 5 FT (1.5 M) W FROM THE NORTH PIER OF
 AU3331'THE FLOOD GATE, 2.2 FT (0.7 M) SE FROM THE NW CORNER OF THE CONCRETE
 AU3331'BASE, 0.5 FT (0.2 M) ENE FROM THE WEST EDGE OF THE CONCRETE BASE, AND
 AU3331'6.5 FT (2 M) LOWER THAN THE STATION.
 AU3331' 
 AU3331'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--INTRA 1972--, CEMENTED IN
 AU3331'A DRILL HOLE IN THE SW CONCRETE BASE FOR STEEL LEG FOR POWER LINE,
 AU3331'TOWER IS NUMBERED T-40.  IT IS LOCATED 45 FT (13.7 M) N FROM THE
 AU3331'CENTER OF JOURDAN ROAD, AND 2 FT (0.6 M) SE FROM THE SW LEG OF THE
 AU3331'POWER LINE TOWER.
 AU3331' 
 AU3331'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON ALOMASTER
 AU3331'ROAD FOR 0.7 KM (0.44 MILE) TO THE INTERSECTION WITH JOURDAN ROAD AND
 AU3331'THE AZIMUTH MARK, NORTH OF THE INTERSECTION AS DESCRIBED ABOVE.
 AU3331
 AU3331                          STATION RECOVERY (1988)
 AU3331
 AU3331'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3331'THE STATION IS LOCATED ABOUT 1 KM (0.60 MI) EAST OF THE INTRACOASTAL
 AU3331'NAVIGATION CANAL ON A LEVEE KNOWN AS THE CITRUS BACK LEVEE AND AT A
 AU3331'CONCRETE FLOOD CONTROL GATE IN THE LEVEE.  OWNERSHIP--ORLEANS LEVEE
 AU3331'BOARD.
 AU3331'TO REACH THE STATION FROM THE EXIT RAMP OF INTERSTATE HIGHWAY 10 AND U
 AU3331'S HIGHWAY 90 IN EAST NEW ORLEANS, GO WEST FOR 1.6 KM (1.00 MI) ON
 AU3331'HIGHWAY 90 TO THE JUNCTION OF HIGHWAY 90, DOWNMAN ROAD AND JOURDAN
 AU3331'ROAD ABOUT 0.2 KM (0.10 MI) EAST OF THE EAST END OF THE NEW HIGHWAY 90
 AU3331'HIGH RISE BRIDGE OVER THE INNER HARBOR NAVIGATION CANAL, CONTINUE
 AU3331'STRAIGHT AHEAD FOR 0.3 KM (0.20 MI) ON JOURDAN ROAD, ON THE NORTH SIDE
 AU3331'OF HIGHWAY 90 TO A T-ROAD.  TURN LEFT AND GO SOUTH UNDER THE NEW
 AU3331'HIGHWAY 90 BRIDGE FOR 1.3 KM (0.80 MI) ON JOURDAN ROAD TO A FLOOD GATE
 AU3331'AND THE STATION ON THE RIGHT.
 AU3331'THE STATION IS 20.1 M (65.9 FT) EAST FROM THE CENTER OF A CHAIN LINK
 AU3331'FENCE GATE, 11.6 KM (7.20 MI) SOUTH FROM THE INSIDE EDGE OF THE SOUTH
 AU3331'PIER OF THE FLOOD GATE AND 0.3 M (1.0 FT) NORTH-NORTHWEST FROM THE
 AU3331'SOUTH END OF THE CONCRETE RETAINING WALL.
 AU3331
 AU3331                          STATION RECOVERY (1989)
 AU3331
 AU3331'RECOVERED 1989
 AU3331'RECOVERED IN GOOD CONDITION.
 AU3331
 AU3331                          STATION RECOVERY (2004)
 AU3331
 AU3331'RECOVERY NOTE BY GANDOLFO KUHN AND ASSOCIATES 2004 (JRC)
 AU3331'MARK FOUND IN GOOD CONDITION AS DESCRIBED BY GANDOLFO KUHN LAND
 AU3331'SURVEYORS ON 12-30-04
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5300 ***********************************************************************
 BJ5300  DESIGNATION -  INTRA AZ MK
 BJ5300  PID         -  BJ5300
 BJ5300  STATE/COUNTY-  LA/ORLEANS
 BJ5300  USGS QUAD   -  SPANISH FORT (1992)
 BJ5300
 BJ5300                         *CURRENT SURVEY CONTROL
 BJ5300  ___________________________________________________________________
 BJ5300* NAD 83(1992)-  30 00 17.82208(N)    090 01 19.13165(W)     ADJUSTED  
 BJ5300* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 BJ5300  **This station is located in a subsidence area (see below).
 BJ5300  ___________________________________________________________________
 BJ5300  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ5300  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BJ5300
 BJ5300  HORZ ORDER  -  SECOND
 BJ5300
 BJ5300.The horizontal coordinates were established by classical geodetic methods
 BJ5300.and adjusted by the National Geodetic Survey in May 1994..
 BJ5300
 BJ5300 ** The orthometric height has not been validated since last determined
 BJ5300 ** by differential leveling and should not be used for control purposes.
 BJ5300 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5300 ** area with valid NAVD 88 orthometric heights.
 BJ5300 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5300 ** epoch indicated which incorporates improved geoid heights for the
 BJ5300 ** Southern Louisiana Subsidence area.
 BJ5300 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5300
 BJ5300.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5300
 BJ5300.The geoid height was determined by GEOID03.
 BJ5300
 BJ5300;                    North         East     Units Scale Factor Converg.
 BJ5300;SPC LA S     -   167,539.048 1,126,509.071   MT  0.99992575   +0 39 20.5
 BJ5300;SPC LA S     -   549,667.69  3,695,888.51   sFT  0.99992575   +0 39 20.5
 BJ5300;UTM  15      - 3,323,069.454   787,273.902   MT  1.00061832   +1 29 24.9
 BJ5300;UTM  16      - 3,323,180.649   208,483.346   MT  1.00064862   -1 30 44.2
 BJ5300
 BJ5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5300!SPC LA S     -   1.00000394  x   0.99992575  =   0.99992969
 BJ5300!UTM  15      -   1.00000394  x   1.00061832  =   1.00062226
 BJ5300!UTM  16      -   1.00000394  x   1.00064862  =   1.00065256
 BJ5300
 BJ5300                          SUPERSEDED SURVEY CONTROL
 BJ5300
 BJ5300  NAD 83(1992)-  30 00 17.82206(N)    090 01 19.13180(W) AD(       ) 2
 BJ5300  NAD 83(1986)-  30 00 17.83829(N)    090 01 19.12971(W) AD(       ) 2
 BJ5300  NGVD 29 (02/23/90)    1.2    (m)            4.     (f) VERT ANG       
 BJ5300
 BJ5300.Superseded values are not recommended for survey control.
 BJ5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5300.See file dsdata.txt to determine how the superseded data were derived.
 BJ5300
 BJ5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8727423069(NAD 83)
 BJ5300_MARKER: DZ = AZIMUTH MARK DISK
 BJ5300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5300_STAMPING: INTRA 1972
 BJ5300_MARK LOGO: NGS   
 BJ5300_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5300+STABILITY: SURFACE MOTION
 BJ5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5300+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1982
 BJ5300
 BJ5300  HISTORY     - Date     Condition        Report By
 BJ5300  HISTORY     - 1972     MONUMENTED       NGS
 BJ5300  HISTORY     - 19820602 GOOD             NGS
 BJ5300
 BJ5300                          STATION DESCRIPTION
 BJ5300
 BJ5300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ5300'TO REACH THE STATION INTRA FROM WHERE INTERSTATE HIGHWAY 10 CROSSES
 BJ5300'OVER CHEF MENTUER HIGHWAY (US HIGHWAY 90) IN THE EAST EDGE OF NEW
 BJ5300'ORLEANS, GO WEST ON CHEF MENTUER HIGHWAY (US HIGHWAY 90) FOR 0.65
 BJ5300'MILE TO JOURDAN ROAD.  TURN LEFT AND GO SOUTHERLY ON JOURDAN
 BJ5300'ROAD FOR 0.45 MILE TO THE INTERSTATE HIGHWAY 10 OVERPASS,
 BJ5300'CONTINUE SOUTHERLY ON JOURDAN ROAD FOR 0.1 MILE TO A SIDE ROAD
 BJ5300'RIGHT AND THE AZIMUTH MARK ON THE LEFT, SET IN THE BASE OF A STEEL
 BJ5300'POWERLINE TOWER NUMBER T-42,
 BJ5300'
 BJ5300'AZIMUTH MARK, A STANDARD DISK STAMPED INTRA 1972, IS CEMENTED IN A
 BJ5300'DRILL HOLE IN THE BASE OF THE SOUTHWEST LEG OF A STEEL POWERLINE
 BJ5300'TOWER NUMBER T-42.  IT IS 45 FEET NORTH OF THE CENTER OF JOURDAN ROAD
 BJ5300'AND 2 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE STEEL POWERLINE
 BJ5300'TOWER.
 BJ5300
 BJ5300                          STATION RECOVERY (1982)
 BJ5300
 BJ5300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PCJ)
 BJ5300'THE STATION IS LOCATED AT THE EAST EDGE OF NEW ORLEANS, ABOUT 1.0 KM
 BJ5300'(0.6 MILE) EAST OF THE INTRA-COASTAL CANAL, NAVIGATION CANAL, IN THE
 BJ5300'CONCRETE BASE OF A STEEL POWER LINE TOWER NUMBERED T-40, CEMENTED IN A
 BJ5300'DRILL HOLE IN THE SOUTHWEST CONCRETE BASE OF THE 4-LEGGED TOWER AND
 BJ5300'THE DISK IS STAMPED--INTRA 1972--.
 BJ5300' 
 BJ5300'TO REACH THE STATION FROM THE EXIT RAMP OF INTERSTATE HIGHWAY 10 AND
 BJ5300'US HIGHWAY 90, GO WESTERLY ON HIGHWAY 90 FOR 1.8 KM (1.1 MILES) TO
 BJ5300'RAILROAD TRACKS AND JOURDAN ROAD, TURN LEFT AND GO SOUTHERLY ON
 BJ5300'JOURDAN ROAD FOR 0.6 KM (0.4 MILE) TO ALOMASTER ROAD ON THE RIGHT AND
 BJ5300'THE STATION ON THE LEFT, OR TO REACH FROM TRIANGULATION STATION INTRA
 BJ5300'2, GO NORTHERLY ON ALOMASTER ROAD FOR 0.7 KM (0.44 MILE) TO THE
 BJ5300'INTERSECTION WITH JOURDAN ROAD AND THE AZIMUTH MARK NORTH OF THE
 BJ5300'INTERSECTION, 45 FEET OR 13.7 METERS NORTH OF THE JOURDAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0717 ***********************************************************************
 AV0717  DESIGNATION -  INTRA USGS 1932
 AV0717  PID         -  AV0717
 AV0717  STATE/COUNTY-  LA/VERMILION
 AV0717  USGS QUAD   -  LATANIER BAYOU (1979)
 AV0717
 AV0717                         *CURRENT SURVEY CONTROL
 AV0717  ___________________________________________________________________
 AV0717* NAD 83(1992)-  29 55 07.44376(N)    092 36 50.72239(W)     ADJUSTED  
 AV0717* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0717  **This station is located in a subsidence area (see below).
 AV0717  ___________________________________________________________________
 AV0717  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AV0717  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AV0717
 AV0717  HORZ ORDER  -  THIRD
 AV0717
 AV0717.The horizontal coordinates were established by classical geodetic methods
 AV0717.and adjusted by the National Geodetic Survey in January 1993..
 AV0717
 AV0717 ** The orthometric height has not been validated since last determined
 AV0717 ** by differential leveling and should not be used for control purposes.
 AV0717 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0717 ** area with valid NAVD 88 orthometric heights.
 AV0717 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0717 ** epoch indicated which incorporates improved geoid heights for the
 AV0717 ** Southern Louisiana Subsidence area.
 AV0717 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0717.The orthometric height was scaled from a topographic map.
 AV0717
 AV0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0717
 AV0717.The geoid height was determined by GEOID03.
 AV0717
 AV0717;                    North         East     Units Scale Factor Converg.
 AV0717;SPC LA S     -   157,949.746   876,335.668   MT  0.99992677   -0 38 25.4
 AV0717;SPC LA S     -   518,206.79  2,875,111.27   sFT  0.99992677   -0 38 25.4
 AV0717;UTM  15      - 3,309,843.090   537,250.600   MT  0.99961712   +0 11 32.9
 AV0717
 AV0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0717!SPC LA S     -   1.00000388  x   0.99992677  =   0.99993065
 AV0717!UTM  15      -   1.00000388  x   0.99961712  =   0.99962100
 AV0717
 AV0717:                Primary Azimuth Mark                     Grid Az
 AV0717:SPC LA S     -  WEST USGS 1932                           180 30 02.3
 AV0717:UTM  15      -  WEST USGS 1932                           179 40 04.0
 AV0717
 AV0717|---------------------------------------------------------------------|
 AV0717| PID    Reference Object                     Distance      Geod. Az  |
 AV0717|                                                           dddmmss.s |
 AV0717| AV0722 WEST USGS 1932                      APPROX.16.6 KM 1795136.9 |
 AV0717|---------------------------------------------------------------------|
 AV0717
 AV0717                          SUPERSEDED SURVEY CONTROL
 AV0717
 AV0717  NAD 83(1986)-  29 55 07.46283(N)    092 36 50.71194(W) AD(       ) 3
 AV0717  NAD 27      -  29 55 06.71800(N)    092 36 50.21000(W) AD(       ) 3
 AV0717
 AV0717.Superseded values are not recommended for survey control.
 AV0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0717.See file dsdata.txt to determine how the superseded data were derived.
 AV0717
 AV0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3725109843(NAD 83)
 AV0717_MARKER: DD = SURVEY DISK
 AV0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0717+STABILITY: SURFACE MOTION
 AV0717
 AV0717  HISTORY     - Date     Condition        Report By
 AV0717  HISTORY     - 1932     MONUMENTED       USGS
 AV0717  HISTORY     - 1947     GOOD             CGS
 AV0717
 AV0717                          STATION DESCRIPTION
 AV0717
 AV0717'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (JML)
 AV0717'THIS STATION IS LOCATED ON TOP OF A HIGH PILE OF DIRT ON
 AV0717'THE S SIDE OF THE INTRACOASTAL CANAL.  IT IS 26 METERS S
 AV0717'OF THE S BANK OF THE CANAL, 63.88 METERS W OF A CONCRETE
 AV0717'REFERENCE MARK SET ON ANOTHER PILE OF DIRT, 200 METERS W
 AV0717'OF A CATTLE CORRAL ON THE N SIDE OF THE CANAL, 500 METERS
 AV0717'W OF THE BEGINNING OF THE SPOIL BANK AND A LITTLE OVER A
 AV0717'MILE W OF A TURN IN THE CANAL.  THERE IS A NARROW CANAL
 AV0717'RUNNING N AND S 2-1/3 MILES W OF THIS STATION.
 AV0717'
 AV0717'STATION AND REFERENCE MARKS ARE SQUARE CONCRETE MONUMENTS
 AV0717'WITH STANDARD U.S.G.S. DISKS STAMPED INTRA 1932.
 AV0717'
 AV0717'STATION MARK IS SET ON THE HIGHEST POINT OF THE SPOIL BANK
 AV0717'IN A CLEAR SPACE SURROUNDED BY WILLOW TREES.  MARK IS SET
 AV0717'FLUSH WITH THE GROUND.
 AV0717'
 AV0717'REFERENCE MARK IS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 AV0717'GROUND.
 AV0717'
 AV0717'REFERENCE MARK IS DISTANT 63.88 METERS IN MAGNETIC AZIMUTH
 AV0717'105 DEG 30 MIN.
 AV0717'
 AV0717'NOTE--STATION RECOVERED AND REDESCRIBED IN 1934 BY U.S. COAST
 AV0717'AND GEODETIC SURVEY, THOS. B. REED, CHIEF OF PARTY.
 AV0717
 AV0717                          STATION RECOVERY (1947)
 AV0717
 AV0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0717'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH ONE EXCEPTION.
 AV0717'STATION MARK IS NOW ABOUT 18 METERS S OF WATERS EDGE, AND
 AV0717'NOT 26 METERS.  STATION MARK AND REFERENCE MARK RECOVERED
 AV0717'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0613 ***********************************************************************
 AV0613  DESIGNATION -  INTRACOASTAL CITY ABM MAST
 AV0613  PID         -  AV0613
 AV0613  STATE/COUNTY-  LA/VERMILION
 AV0613  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0613
 AV0613                         *CURRENT SURVEY CONTROL
 AV0613  ___________________________________________________________________
 AV0613* NAD 83(1992)-  29 48 12.57142(N)    092 08 28.18018(W)     ADJUSTED  
 AV0613* NAVD 88     -                                                        
 AV0613  **This station is located in a subsidence area (see below).
 AV0613  ___________________________________________________________________
 AV0613  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AV0613  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AV0613
 AV0613  HORZ ORDER  -  THIRD
 AV0613
 AV0613.The horizontal coordinates were established by classical geodetic methods
 AV0613.and adjusted by the National Geodetic Survey in January 1993..
 AV0613
 AV0613 ** The orthometric height has not been validated since last determined
 AV0613 ** by differential leveling and should not be used for control purposes.
 AV0613 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0613 ** area with valid NAVD 88 orthometric heights.
 AV0613 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0613 ** epoch indicated which incorporates improved geoid heights for the
 AV0613 ** Southern Louisiana Subsidence area.
 AV0613 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0613
 AV0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0613
 AV0613.The geoid height was determined by GEOID03.
 AV0613
 AV0613;                    North         East     Units Scale Factor Converg.
 AV0613;SPC LA S     -   144,760.193   921,908.577   MT  0.99993164   -0 24 14.1
 AV0613;SPC LA S     -   474,934.07  3,024,628.39   sFT  0.99993164   -0 24 14.1
 AV0613;UTM  15      - 3,297,320.194   582,997.312   MT  0.99968499   +0 25 36.8
 AV0613
 AV0613                          SUPERSEDED SURVEY CONTROL
 AV0613
 AV0613  NAD 83(1986)-  29 48 12.59125(N)    092 08 28.17333(W) AD(       ) 4
 AV0613  NAD 27      -  29 48 11.83503(N)    092 08 27.71535(W) AD(       ) 3
 AV0613
 AV0613.Superseded values are not recommended for survey control.
 AV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0613.See file dsdata.txt to determine how the superseded data were derived.
 AV0613
 AV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8299797320(NAD 83)
 AV0613_MARKER: 42 = RADIO/TV MAST
 AV0613
 AV0613  HISTORY     - Date     Condition        Report By
 AV0613  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0613  HISTORY     - 19910909 GOOD             USPSQD
 AV0613
 AV0613                          STATION DESCRIPTION
 AV0613
 AV0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0613'THE STATION IS THE TOP CENTER OF THE INTRACOASTAL CITY ABM RENTALS
 AV0613'MAST, LOCATED ABOUT 13 MILES SOUTH OF ABBEVILLE, 1 MILE NORTHEAST
 AV0613'OF INTRACOASTAL CITY, 0.3 MILE NORTHWEST OF PETROLEUM HELICOPTER
 AV0613'HELIPORT, 0.15 MILE WEST OF STATE HIGHWAY 333 AND OWNED BY ABM
 AV0613'RENTALS.  THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED,
 AV0613'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE, HAS TWO T-SHAPED
 AV0613'ANTENNAS NEAR THE TOP AND A DISC ANTENNA ABOUT HALFWAY UP THE
 AV0613'MAST.  THE MAST HAS A RED LIGHT AT THE TOP AND HAS AN OVER-ALL
 AV0613'HEIGHT OF 500 FEET.
 AV0613'
 AV0613'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN ABBEVILLE, GO IN
 AV0613'A SOUTHERLY DIRECTION ON STATE HIGHWAY 82 FOR 9.8 MILES TO A FORK.
 AV0613'BEAR LEFT, CONTINUE SOUTH ON STATE HIGHWAY 333 FOR 3.85 MILES TO A
 AV0613'SIDE ROAD RIGHT AT A CATTLE GUARD.  TURN RIGHT AND GO WEST ON A
 AV0613'GRAVELED ROAD FOR 0.15 MILE TO THE MAST ON THE LEFT.
 AV0613
 AV0613                          STATION RECOVERY (1991)
 AV0613
 AV0613'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0617 ***********************************************************************
 AV0617  DESIGNATION -  INTRACOASTAL CITY TOWERS MAST
 AV0617  PID         -  AV0617
 AV0617  STATE/COUNTY-  LA/VERMILION
 AV0617  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0617
 AV0617                         *CURRENT SURVEY CONTROL
 AV0617  ___________________________________________________________________
 AV0617* NAD 83(1992)-  29 46 53.27181(N)    092 10 56.99626(W)     ADJUSTED  
 AV0617* NAVD 88     -                                                        
 AV0617  **This station is located in a subsidence area (see below).
 AV0617  ___________________________________________________________________
 AV0617  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0617  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AV0617
 AV0617  HORZ ORDER  -  THIRD
 AV0617
 AV0617.The horizontal coordinates were established by classical geodetic methods
 AV0617.and adjusted by the National Geodetic Survey in January 1993..
 AV0617
 AV0617 ** The orthometric height has not been validated since last determined
 AV0617 ** by differential leveling and should not be used for control purposes.
 AV0617 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0617 ** area with valid NAVD 88 orthometric heights.
 AV0617 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0617 ** epoch indicated which incorporates improved geoid heights for the
 AV0617 ** Southern Louisiana Subsidence area.
 AV0617 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0617
 AV0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0617
 AV0617.The geoid height was determined by GEOID03.
 AV0617
 AV0617;                    North         East     Units Scale Factor Converg.
 AV0617;SPC LA S     -   142,347.573   917,894.496   MT  0.99993303   -0 25 28.5
 AV0617;SPC LA S     -   467,018.66  3,011,458.86   sFT  0.99993303   -0 25 28.5
 AV0617;UTM  15      - 3,294,850.251   579,019.632   MT  0.99967704   +0 24 21.8
 AV0617
 AV0617                          SUPERSEDED SURVEY CONTROL
 AV0617
 AV0617  NAD 83(1986)-  29 46 53.29144(N)    092 10 56.98928(W) AD(       ) 4
 AV0617  NAD 27      -  29 46 52.53144(N)    092 10 56.52679(W) AD(       ) 3
 AV0617
 AV0617.Superseded values are not recommended for survey control.
 AV0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0617.See file dsdata.txt to determine how the superseded data were derived.
 AV0617
 AV0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7902094850(NAD 83)
 AV0617_MARKER: 42 = RADIO/TV MAST
 AV0617
 AV0617  HISTORY     - Date     Condition        Report By
 AV0617  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0617  HISTORY     - 19910909 GOOD             USPSQD
 AV0617
 AV0617                          STATION DESCRIPTION
 AV0617
 AV0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0617'THE STATION IS THE TOP CENTER OF THE INTRACOASTAL CITY TOWERS
 AV0617'INCORPORATED MAST, LOCATED ABOUT 12 MILES SOUTH OF ABBEVILLE, 1-1/2
 AV0617'MILES WEST OF INTRACOASTAL CITY AND OWNED BY INTRACOASTAL CITY
 AV0617'TOWERS INCORPORATED.  THE MAST IS A TRIANGULAR SHAPED STEEL
 AV0617'STRUCTURE, GUYED, PAINTED IN ALTERNATE SECTIONS OF RED AND
 AV0617'WHITE, HAS A RED LIGHT ON THE TOP AND HAS AN OVER-ALL HEIGHT OF
 AV0617'440 FEET.
 AV0617'
 AV0617'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 AV0617'SQUARE IN ABBEVILLE, GO IN A SOUTHERLY DIRECTION ON STATE HIGHWAY 82
 AV0617'FOR 9.8 MILES TO A FORK.  BEAR LEFT, CONTINUE SOUTH ON STATE
 AV0617'HIGHWAY 333 FOR 7.05 MILES TO THE MAST ON THE LEFT.
 AV0617
 AV0617                          STATION RECOVERY (1991)
 AV0617
 AV0617'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0615 ***********************************************************************
 AV0615  DESIGNATION -  INTRACOASTAL CITY UN OIL MAST
 AV0615  PID         -  AV0615
 AV0615  STATE/COUNTY-  LA/VERMILION
 AV0615  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0615
 AV0615                         *CURRENT SURVEY CONTROL
 AV0615  ___________________________________________________________________
 AV0615* NAD 83(1992)-  29 47 27.09059(N)    092 08 41.22449(W)     ADJUSTED  
 AV0615* NAVD 88     -                                                        
 AV0615  **This station is located in a subsidence area (see below).
 AV0615  ___________________________________________________________________
 AV0615  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AV0615  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AV0615
 AV0615  HORZ ORDER  -  THIRD
 AV0615
 AV0615.The horizontal coordinates were established by classical geodetic methods
 AV0615.and adjusted by the National Geodetic Survey in January 1993..
 AV0615
 AV0615 ** The orthometric height has not been validated since last determined
 AV0615 ** by differential leveling and should not be used for control purposes.
 AV0615 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0615 ** area with valid NAVD 88 orthometric heights.
 AV0615 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0615 ** epoch indicated which incorporates improved geoid heights for the
 AV0615 ** Southern Louisiana Subsidence area.
 AV0615 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0615
 AV0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0615
 AV0615.The geoid height was determined by GEOID03.
 AV0615
 AV0615;                    North         East     Units Scale Factor Converg.
 AV0615;SPC LA S     -   143,362.380   921,548.397   MT  0.99993242   -0 24 20.6
 AV0615;SPC LA S     -   470,348.08  3,023,446.70   sFT  0.99993242   -0 24 20.6
 AV0615;UTM  15      - 3,295,917.653   582,657.519   MT  0.99968430   +0 25 29.7
 AV0615
 AV0615                          SUPERSEDED SURVEY CONTROL
 AV0615
 AV0615  NAD 83(1986)-  29 47 27.11037(N)    092 08 41.21758(W) AD(       ) 4
 AV0615  NAD 27      -  29 47 26.35268(N)    092 08 40.75861(W) AD(       ) 3
 AV0615
 AV0615.Superseded values are not recommended for survey control.
 AV0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0615.See file dsdata.txt to determine how the superseded data were derived.
 AV0615
 AV0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8265895918(NAD 83)
 AV0615_MARKER: 42 = RADIO/TV MAST
 AV0615
 AV0615  HISTORY     - Date     Condition        Report By
 AV0615  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0615  HISTORY     - 1978     GOOD             NGS
 AV0615  HISTORY     - 19910909 GOOD             USPSQD
 AV0615
 AV0615                          STATION DESCRIPTION
 AV0615
 AV0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0615'THE STATION IS THE TOP CENTER OF THE INTRACOASTAL CITY UNION OIL
 AV0615'COMPANY OF CALIFORNIA MAST KB 899, LOCATED ABOUT 12 MILES SOUTH OF
 AV0615'ABBEVILLE AND IN INTRACOASTAL CITY.  THE MAST IS A TRIANGULAR
 AV0615'SHAPED STEEL STRUCTURE, GUYED, PAINTED IN ALTERNATE SECTIONS OF RED
 AV0615'AND WHITE, HAS 2 ROUND ANTENNAS, A RED LIGHT AT THE TOP AND AN
 AV0615'OVER-ALL HEIGHT OF 400 FEET.
 AV0615'
 AV0615'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 AV0615'SQUARE IN ABBEVILLE, GO IN A SOUTHERLY DIRECTION ON STATE HIGHWAY
 AV0615'82 FOR 9.8 MILES TO A FORK.  BEAR LEFT, CONTINUE SOUTH ON STATE
 AV0615'HIGHWAY 333 FOR 4.75 MILES TO THE MAST ON THE LEFT.
 AV0615
 AV0615                          STATION RECOVERY (1978)
 AV0615
 AV0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WOM)
 AV0615'INTRACOASTAL CITY, UNION OIL COMPANY, RADIO KAP 899 MAST IS A
 AV0615'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 AV0615'RED AND WHITE, HAS AN OVERALL HEIGHT OF 408 FEET, AND HAS SEVERAL
 AV0615'REFLECTOR DISKS ALONG THE MAST.
 AV0615'
 AV0615'THE MAST IS LOCATED IN THE VILLAGE OF INTRACOASTAL CITY, AT THE UNION
 AV0615'OIL COMPANY OFFICES.
 AV0615'
 AV0615'STATION IS THE LIGHT ATOP THE MAST.
 AV0615
 AV0615                          STATION RECOVERY (1991)
 AV0615
 AV0615'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0618 ***********************************************************************
 AV0618  DESIGNATION -  INTRACOASTAL CITY USE MAST
 AV0618  PID         -  AV0618
 AV0618  STATE/COUNTY-  LA/VERMILION
 AV0618  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0618
 AV0618                         *CURRENT SURVEY CONTROL
 AV0618  ___________________________________________________________________
 AV0618* NAD 83(1992)-  29 47 02.22084(N)    092 11 41.52553(W)     ADJUSTED  
 AV0618* NAVD 88     -                                                        
 AV0618  **This station is located in a subsidence area (see below).
 AV0618  ___________________________________________________________________
 AV0618  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AV0618  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AV0618
 AV0618  HORZ ORDER  -  THIRD
 AV0618
 AV0618.The horizontal coordinates were established by classical geodetic methods
 AV0618.and adjusted by the National Geodetic Survey in January 1993..
 AV0618
 AV0618 ** The orthometric height has not been validated since last determined
 AV0618 ** by differential leveling and should not be used for control purposes.
 AV0618 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0618 ** area with valid NAVD 88 orthometric heights.
 AV0618 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0618 ** epoch indicated which incorporates improved geoid heights for the
 AV0618 ** Southern Louisiana Subsidence area.
 AV0618 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0618
 AV0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0618
 AV0618.The geoid height was determined by GEOID03.
 AV0618
 AV0618;                    North         East     Units Scale Factor Converg.
 AV0618;SPC LA S     -   142,632.027   916,700.613   MT  0.99993287   -0 25 50.8
 AV0618;SPC LA S     -   467,951.91  3,007,541.93   sFT  0.99993287   -0 25 50.8
 AV0618;UTM  15      - 3,295,117.297   577,822.058   MT  0.99967472   +0 23 59.8
 AV0618
 AV0618                          SUPERSEDED SURVEY CONTROL
 AV0618
 AV0618  NAD 83(1986)-  29 47 02.24042(N)    092 11 41.51856(W) AD(       ) 4
 AV0618  NAD 27      -  29 47 01.48031(N)    092 11 41.05504(W) AD(       ) 3
 AV0618
 AV0618.Superseded values are not recommended for survey control.
 AV0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0618.See file dsdata.txt to determine how the superseded data were derived.
 AV0618
 AV0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7782295117(NAD 83)
 AV0618_MARKER: 42 = RADIO/TV MAST
 AV0618
 AV0618  HISTORY     - Date     Condition        Report By
 AV0618  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0618  HISTORY     - 19910909 GOOD             USPSQD
 AV0618
 AV0618                          STATION DESCRIPTION
 AV0618
 AV0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0618'THE STATION IS THE TOP CENTER OF THE INTRACOASTAL CITY U. S. CORPS
 AV0618'OF ENGINEERS MAST WUG 432, LOCATED ABOUT 12 MILES SOUTH OF
 AV0618'ABBEVILLE, 2 MILES WEST OF INTRACOASTAL CITY AND AT VERMILION LOCKS
 AV0618'WHICH IS ON THE INTRACOASTAL WATERWAY.  THE MAST IS A TRIANGULAR
 AV0618'SHAPED STEEL STRUCTURE, GUYED, PAINTED IN ALTERNATE SECTIONS OF
 AV0618'RED AND WHITE, HAS 6 SMALL ANTENNAS ON THE SIDE OF THE MAST AND
 AV0618'A RED LIGHT AT THE TOP.  THE OVER-ALL HEIGHT OF THE MAST IS
 AV0618'175 FEET.
 AV0618'
 AV0618'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 AV0618'SQUARE IN ABBEVILLE, GO IN A SOUTHERLY DIRECTION ON STATE HIGHWAY 82
 AV0618'FOR 9.8 MILES TO A FORK.  BEAR LEFT, CONTINUE SOUTH ON STATE
 AV0618'HIGHWAY 333 FOR 7.75 MILES TO THE MAST.
 AV0618
 AV0618                          STATION RECOVERY (1991)
 AV0618
 AV0618'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3263 ***********************************************************************
 AU3263  DESIGNATION -  INTRACOSTAL
 AU3263  PID         -  AU3263
 AU3263  STATE/COUNTY-  LA/TERREBONNE
 AU3263  USGS QUAD   -  HUMPHREYS (1980)
 AU3263
 AU3263                         *CURRENT SURVEY CONTROL
 AU3263  ___________________________________________________________________
 AU3263* NAD 83(1992)-  29 32 31.17376(N)    090 45 30.76535(W)     ADJUSTED  
 AU3263* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AU3263  **This station is located in a subsidence area (see below).
 AU3263  ___________________________________________________________________
 AU3263  X           -     -73,520.589 (meters)                     COMP
 AU3263  Y           -  -5,552,957.506 (meters)                     COMP
 AU3263  Z           -   3,126,293.094 (meters)                     COMP
 AU3263  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3263  ELLIP HEIGHT-         -24.35  (meters)          (07/18/02) GPS OBS
 AU3263  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU3263
 AU3263  HORZ ORDER  -  FIRST
 AU3263  ELLP ORDER  -  FOURTH    CLASS II
 AU3263
 AU3263.The horizontal coordinates were established by GPS observations
 AU3263.and adjusted by the National Geodetic Survey in January 1993..
 AU3263
 AU3263 ** The orthometric height has not been validated since last determined
 AU3263 ** by differential leveling and should not be used for control purposes.
 AU3263 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3263 ** area with valid NAVD 88 orthometric heights.
 AU3263 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3263 ** epoch indicated which incorporates improved geoid heights for the
 AU3263 ** Southern Louisiana Subsidence area.
 AU3263 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3263.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3263
 AU3263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3263
 AU3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3263
 AU3263.The ellipsoidal height was determined by GPS observations
 AU3263.and is referenced to NAD 83.
 AU3263
 AU3263.The geoid height was determined by GEOID03.
 AU3263
 AU3263;                    North         East     Units Scale Factor Converg.
 AU3263;SPC LA S     -   115,639.900 1,055,709.395   MT  0.99995760   +0 17 14.6
 AU3263;SPC LA S     -   379,395.24  3,463,606.57   sFT  0.99995760   +0 17 14.6
 AU3263;UTM  15      - 3,270,131.629   717,197.520   MT  1.00018212   +1 06 20.2
 AU3263
 AU3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3263!SPC LA S     -   1.00000382  x   0.99995760  =   0.99996142
 AU3263!UTM  15      -   1.00000382  x   1.00018212  =   1.00018595
 AU3263
 AU3263                          SUPERSEDED SURVEY CONTROL
 AU3263
 AU3263  ELLIP H (01/21/93)  -24.37   (m)                       GP(       ) 4 2
 AU3263  NAD 83(1986)-  29 32 31.19404(N)    090 45 30.76520(W) AD(       ) 1
 AU3263  NGVD 29 (04/21/89)    1.1    (m)            4.     (f) GPS OBS        
 AU3263
 AU3263.Superseded values are not recommended for survey control.
 AU3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3263.See file dsdata.txt to determine how the superseded data were derived.
 AU3263
 AU3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1719870132(NAD 83)
 AU3263_MARKER: I = METAL ROD
 AU3263_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3263_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3263_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3263+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3263
 AU3263  HISTORY     - Date     Condition        Report By
 AU3263  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3263
 AU3263                          STATION DESCRIPTION
 AU3263
 AU3263'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3263'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF HOUMA LOUISIANA, IN A
 AU3263'MARSH AREA, JUST OFF THE SOUTHERN BANK OF THE INTERCOASTAL WATERWAY.
 AU3263'
 AU3263'TO REACH STATION FROM FIRE STATION LANDING AT HOUMA LOUISIANA, GO WEST
 AU3263'ON THE INTERCOASTAL WATERWAY FOR ABOUT 2.5 MILES TO A MARSH AREA AND
 AU3263'THE STATION ON THE LEFT.
 AU3263'
 AU3263'THE STATION IS A STEEL ROD DRIVEN INTO THE GROUND, WITH A PIECE OF PCV
 AU3263'PIPE SURROUNDING THE STATION.  THE STATION IS SET ABOUT 25 FEET OFF
 AU3263'THE SOUTHERN BANK OF THE INTERCOASTAL WATERWAY, AND IS PROJECTING .400
 AU3263'METERS ABOVE GROUND.  THE ROD IS 9/16 INCH IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3068 ***********************************************************************
 CQ3068  DESIGNATION -  INVINCIBLE
 CQ3068  PID         -  CQ3068
 CQ3068  STATE/COUNTY-  LA/WEBSTER
 CQ3068  USGS QUAD   -  COTTON VALLEY (1981)
 CQ3068
 CQ3068                         *CURRENT SURVEY CONTROL
 CQ3068  ___________________________________________________________________
 CQ3068* NAD 83(1992)-  32 46 45.62294(N)    093 23 57.64972(W)     ADJUSTED  
 CQ3068* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 CQ3068  ___________________________________________________________________
 CQ3068  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CQ3068  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3068
 CQ3068  HORZ ORDER  -  FIRST
 CQ3068
 CQ3068.The horizontal coordinates were established by classical geodetic methods
 CQ3068.and adjusted by the National Geodetic Survey in September 1999..
 CQ3068
 CQ3068.The orthometric height was scaled from a topographic map.
 CQ3068
 CQ3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3068
 CQ3068.The geoid height was determined by GEOID03.
 CQ3068
 CQ3068;                    North         East     Units Scale Factor Converg.
 CQ3068;SPC LA N     -   253,082.094   915,743.170   MT  1.00002763   -0 28 31.7
 CQ3068;SPC LA N     -   830,320.17  3,004,400.72   sFT  1.00002763   -0 28 31.7
 CQ3068;UTM  15      - 3,626,895.518   462,601.943   MT  0.99961725   -0 12 58.4
 CQ3068
 CQ3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3068!SPC LA N     -   0.99999311  x   1.00002763  =   1.00002074
 CQ3068!UTM  15      -   0.99999311  x   0.99961725  =   0.99961037
 CQ3068
 CQ3068|---------------------------------------------------------------------|
 CQ3068| PID    Reference Object                     Distance      Geod. Az  |
 CQ3068|                                                           dddmmss.s |
 CQ3068| CX6538 INVINCIBLE RM 1                      30.184 METERS 06208     |
 CQ3068| CX6537 INVINCIBLE AZ MK                                   1470934.8 |
 CQ3068| CX6539 INVINCIBLE RM 2                      41.294 METERS 32646     |
 CQ3068| CQ3065 COTTON VALLEY DULLIEN PLT STK       APPROX. 2.8 KM 3352923.6 |
 CQ3068| CQ3066 COTTON VALLEY MUNICIPAL TANK        APPROX. 5.1 KM 3390811.3 |
 CQ3068|---------------------------------------------------------------------|
 CQ3068
 CQ3068                          SUPERSEDED SURVEY CONTROL
 CQ3068
 CQ3068  NAD 83(1992)-  32 46 45.62554(N)    093 23 57.64608(W) AD(       ) 1
 CQ3068  NAD 83(1986)-  32 46 45.63452(N)    093 23 57.64066(W) AD(       ) 1
 CQ3068  NAD 27      -  32 46 45.11800(N)    093 23 57.02300(W) AD(       ) 1
 CQ3068
 CQ3068.Superseded values are not recommended for survey control.
 CQ3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3068.See file dsdata.txt to determine how the superseded data were derived.
 CQ3068
 CQ3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6260226896(NAD 83)
 CQ3068_MARKER: DS = TRIANGULATION STATION DISK
 CQ3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3068
 CQ3068  HISTORY     - Date     Condition        Report By
 CQ3068  HISTORY     - 1950     MONUMENTED       CGS
 CQ3068
 CQ3068                          STATION DESCRIPTION
 CQ3068
 CQ3068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3068'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH AND 1.0 MILE
 CQ3068'EAST OF COTTON VALLEY AND ABOUT 1/2 MILE SOUTH OF THE INVINCIBLE
 CQ3068'RAILROAD SIDING ON THE EAST SIDE OF STATE ROUTE NO 90 AND
 CQ3068'IN THE SOUTHEAST ANGLE OF STREET INTERSECTION.  IT IS 46 FEET
 CQ3068'EAST OF THE CENTER OF STATE ROUTE NO 90 AND 89 FEET SOUTH
 CQ3068'OF THE CENTER OF EAST-WEST STREET.  IT IS STAMPED INVINCIBLE
 CQ3068'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 CQ3068'
 CQ3068'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 35 FEET SOUTH
 CQ3068'OF THE CENTER OF EAST-WEST STREET AND 1 FOOT WEST OF POWER
 CQ3068'LINE POLE.  IT IS STAMPED INVINCIBLE NO 1 1950 AND PROJECTS
 CQ3068'3 INCHES.
 CQ3068'
 CQ3068'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 36 FEET
 CQ3068'NORTH OF THE CENTER OF EAST-WEST STREET AND 1 FOOT SOUTH OF
 CQ3068'FENCE CORNER.  IT IS STAMPED INVINCIBLE NO 2 1950 AND PROJECTS
 CQ3068'4 INCHES.
 CQ3068'
 CQ3068'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 175.15 FEET.
 CQ3068'
 CQ3068'THE AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH-SOUTHWEST OF THE
 CQ3068'STATION, 40 FEET WEST OF THE CENTER OF STATE ROUTE NO 90,
 CQ3068'18 FEET NORTH OF THE CENTER OF T-ROAD WEST, 3 FEET WEST OF
 CQ3068'POWER LINE POLE AND 2 FEET EAST OF WITNESS POST.  IT IS
 CQ3068'STAMPED INVINCIBLE 1950 AND PROJECTS 4 INCHES.  TO REACH
 CQ3068'FROM THE STATION, GO SOUTH ON STATE ROUTE NO 90 FOR 0.35 MILE
 CQ3068'TO SIDE ROAD RIGHT AND MARK JUST NORTH AS DESCRIBED.
 CQ3068'
 CQ3068'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 90
 CQ3068'AND 182 IN THE NORTHWEST EDGE OF COTTON VALLEY, GO SOUTH ON
 CQ3068'STATE ROUTE NO 90 FOR 2.45 MILES TO RAILROAD CROSSING,
 CQ3068'CONTINUE SOUTH ON STATE ROUTE NO 90 FOR 0.75 MILE TO A SURFACED
 CQ3068'T-ROAD LEFT AND STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 CQ3068'
 CQ3068'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1546 ***********************************************************************
 BW1546  DESIGNATION -  IONE BOLT
 BW1546  PID         -  BW1546
 BW1546  STATE/COUNTY-  LA/CATAHOULA
 BW1546  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1546
 BW1546                         *CURRENT SURVEY CONTROL
 BW1546  ___________________________________________________________________
 BW1546* NAD 83(1986)-  31 39 36.     (N)    091 49 56.     (W)     SCALED    
 BW1546* NAVD 88     -        17.29   (+/-2cm)      56.7    (feet)  VERTCON   
 BW1546  ___________________________________________________________________
 BW1546  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW1546
 BW1546  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1546
 BW1546.The horizontal coordinates were scaled from a topographic map and have
 BW1546.an estimated accuracy of +/- 6 seconds.
 BW1546
 BW1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1546.The vertical order pertains to the NGVD 29 superseded value.
 BW1546
 BW1546.The geoid height was determined by GEOID03.
 BW1546
 BW1546;                    North         East    Units  Estimated Accuracy
 BW1546;SPC LA N     -   128,810.    1,063,330.      MT  (+/- 180 meters Scaled)
 BW1546
 BW1546                          SUPERSEDED SURVEY CONTROL
 BW1546
 BW1546  NGVD 29 (??/??/92)   17.284  (m)           56.71   (f) ADJ UNCH    1 2
 BW1546
 BW1546.Superseded values are not recommended for survey control.
 BW1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1546.See file dsdata.txt to determine how the superseded data were derived.
 BW1546
 BW1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR107033(NAD 83)
 BW1546_MARKER: B = BOLT
 BW1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1546_SP_SET: CONCRETE SLAB
 BW1546_STAMPING: BM IONE 59
 BW1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1546
 BW1546  HISTORY     - Date     Condition        Report By
 BW1546  HISTORY     - UNK      MONUMENTED       DOD
 BW1546  HISTORY     - 1966     GOOD             NGS
 BW1546
 BW1546                          STATION DESCRIPTION
 BW1546
 BW1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1546'2.8 MI N FROM JONESVILLE.
 BW1546'ABOUT 0.6 MILE NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END
 BW1546'OF THE BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE 2.2 MILES
 BW1546'NORTH ALONG STATE HIGHWAY 124, OR ABOUT 3.65 MILES SOUTH ALONG STATE
 BW1546'HIGHWAY 124 FROM THE INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 923
 BW1546'AT WALLACE RIDGE, IN SECTION 26, T 8 N, R 6 E, 101 FEET EAST OF THE
 BW1546'CENTER OF THE JUNCTION OF STATE HIGHWAYS 124 AND 3101, 65 FEET
 BW1546'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 124, 98 FEET SOUTHEAST
 BW1546'OF THE CENTER OF A CATTLE GUARD, 64 FEET SOUTHEAST OF POWER POLE
 BW1546'NUMBER 56-023 WHICH BEARS A TRANSFORMER, 14 FEET SOUTHEAST OF A BRACE
 BW1546'POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A COPPER BOLT SET
 BW1546'IN THE TOP OF A CONCRETE SLAB, ABOUT 2 FEET UNDERGROUND, ACCESS TO
 BW1546'WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH BEARS A U. S. ENGINEERS
 BW1546'CAP AND PROJECTS 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1545 ***********************************************************************
 BW1545  DESIGNATION -  IONE CAP
 BW1545  PID         -  BW1545
 BW1545  STATE/COUNTY-  LA/CATAHOULA
 BW1545  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1545
 BW1545                         *CURRENT SURVEY CONTROL
 BW1545  ___________________________________________________________________
 BW1545* NAD 83(1986)-  31 39 36.     (N)    091 49 56.     (W)     SCALED    
 BW1545* NAVD 88     -        18.51   (+/-2cm)      60.7    (feet)  VERTCON   
 BW1545  ___________________________________________________________________
 BW1545  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW1545
 BW1545  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1545
 BW1545.The horizontal coordinates were scaled from a topographic map and have
 BW1545.an estimated accuracy of +/- 6 seconds.
 BW1545
 BW1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1545.The vertical order pertains to the NGVD 29 superseded value.
 BW1545
 BW1545.The geoid height was determined by GEOID03.
 BW1545
 BW1545;                    North         East    Units  Estimated Accuracy
 BW1545;SPC LA N     -   128,810.    1,063,330.      MT  (+/- 180 meters Scaled)
 BW1545
 BW1545                          SUPERSEDED SURVEY CONTROL
 BW1545
 BW1545  NGVD 29 (??/??/92)   18.506  (m)           60.72   (f) ADJ UNCH    1 2
 BW1545
 BW1545.Superseded values are not recommended for survey control.
 BW1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1545.See file dsdata.txt to determine how the superseded data were derived.
 BW1545
 BW1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR107033(NAD 83)
 BW1545_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1545_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1545_STAMPING: BM IONE 59
 BW1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1545
 BW1545  HISTORY     - Date     Condition        Report By
 BW1545  HISTORY     - UNK      MONUMENTED       DOD
 BW1545  HISTORY     - 1966     GOOD             NGS
 BW1545
 BW1545                          STATION DESCRIPTION
 BW1545
 BW1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1545'2.8 MI N FROM JONESVILLE.
 BW1545'ABOUT 0.6 MILE NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END
 BW1545'OF THE BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE 2.2 MILES
 BW1545'NORTH ALONG STATE HIGHWAY 124, OR ABOUT 3.65 MILES SOUTH ALONG STATE
 BW1545'HIGHWAY 124 FROM THE INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 923
 BW1545'AT WALLACE RIDGE, IN SECTION 26, T 8 N, R 6 E, 101 FEET EAST OF THE
 BW1545'CENTER OF THE JUNCTION OF STATE HIGHWAYS 124 AND 3101, 65 FEET
 BW1545'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 124, 98 FEET SOUTHEAST
 BW1545'OF THE CENTER OF A CATTLE GUARD, 64 FEET SOUTHEAST OF POWER POLE
 BW1545'NUMBER 56-023 WHICH BEARS A TRANSFORMER, 14 FEET SOUTHEAST OF A BRACE
 BW1545'POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A 3-INCH IRON PIPE
 BW1545'WHICH BEARS A U. S. ENGINEERS CAP AND PROJECTS 2 FEET ABOVE THE
 BW1545'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0495 ***********************************************************************
 BK0495  DESIGNATION -  IOTA
 BK0495  PID         -  BK0495
 BK0495  STATE/COUNTY-  LA/ACADIA
 BK0495  USGS QUAD   -  IOTA (1987)
 BK0495
 BK0495                         *CURRENT SURVEY CONTROL
 BK0495  ___________________________________________________________________
 BK0495* NAD 83(1992)-  30 20 57.65326(N)    092 29 39.33800(W)     ADJUSTED  
 BK0495* NAVD 88     -        12.01   (+/-2cm)      39.4  **(feet)  VERTCON   
 BK0495  **This station is located in a subsidence area (see below).
 BK0495  ___________________________________________________________________
 BK0495  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK0495  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK0495
 BK0495  HORZ ORDER  -  FIRST
 BK0495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0495
 BK0495.The horizontal coordinates were established by classical geodetic methods
 BK0495.and adjusted by the National Geodetic Survey in January 1993..
 BK0495
 BK0495 ** The orthometric height has not been validated since last determined
 BK0495 ** by differential leveling and should not be used for control purposes.
 BK0495 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0495 ** area with valid NAVD 88 orthometric heights.
 BK0495 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0495 ** epoch indicated which incorporates improved geoid heights for the
 BK0495 ** Southern Louisiana Subsidence area.
 BK0495 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0495.The vertical order pertains to the NGVD 29 superseded value.
 BK0495
 BK0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0495
 BK0495.The geoid height was determined by GEOID03.
 BK0495
 BK0495;                    North         East     Units Scale Factor Converg.
 BK0495;SPC LA S     -   205,556.283   888,389.005   MT  0.99994417   -0 34 49.7
 BK0495;SPC LA S     -   674,395.91  2,914,656.26   sFT  0.99994417   -0 34 49.7
 BK0495;UTM  15      - 3,357,605.377   548,605.959   MT  0.99962915   +0 15 19.9
 BK0495
 BK0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0495!SPC LA S     -   1.00000242  x   0.99994417  =   0.99994659
 BK0495!UTM  15      -   1.00000242  x   0.99962915  =   0.99963157
 BK0495
 BK0495:                Primary Azimuth Mark                     Grid Az
 BK0495:SPC LA S     -  NEWTON LINK FARM LONE DERRICK            069 36 03.5
 BK0495:UTM  15      -  NEWTON LINK FARM LONE DERRICK            068 45 53.9
 BK0495
 BK0495|---------------------------------------------------------------------|
 BK0495| PID    Reference Object                     Distance      Geod. Az  |
 BK0495|                                                           dddmmss.s |
 BK0495| BK2825 NEWTON LINK FARM LONE DERRICK       APPROX.17.8 KM 0690113.8 |
 BK0495| CW1504 IOTA AZ MK                                         0985527.2 |
 BK0495| BK2839 IOTA RM 3                            23.386 METERS 10102     |
 BK0495| BK2834 IOTA CATHOLIC CHURCH SPIRE          APPROX. 3.4 KM 1762403.5 |
 BK0495| BK2836 IOTA MUNICIPAL TANK                 APPROX. 2.0 KM 1850540.8 |
 BK0495| BK0496 IOTA RM 1                            64.898 METERS 18715     |
 BK0495| CW1505 IOTA RM 4                                          2685229.7 |
 BK0495| BK0497 IOTA RM 2                            59.723 METERS 27328     |
 BK0495|---------------------------------------------------------------------|
 BK0495
 BK0495                          SUPERSEDED SURVEY CONTROL
 BK0495
 BK0495  NAD 83(1986)-  30 20 57.67281(N)    092 29 39.33136(W) AD(       ) 1
 BK0495  NAD 27      -  30 20 56.94432(N)    092 29 38.84571(W) AD(       ) 1
 BK0495  NGVD 29 (??/??/??)   11.980  (m)           39.30   (f) ADJUSTED    2 0
 BK0495
 BK0495.Superseded values are not recommended for survey control.
 BK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0495.See file dsdata.txt to determine how the superseded data were derived.
 BK0495
 BK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4860657605(NAD 83)
 BK0495_MARKER: DS = TRIANGULATION STATION DISK
 BK0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK0495_STAMPING: IOTA 1934
 BK0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0495
 BK0495  HISTORY     - Date     Condition        Report By
 BK0495  HISTORY     - 1934     MONUMENTED       CGS
 BK0495  HISTORY     - 1937     GOOD             LAGS
 BK0495  HISTORY     - 1953     GOOD             CGS
 BK0495  HISTORY     - 1969     GOOD             LADH
 BK0495  HISTORY     - 1969     GOOD             LADTD
 BK0495  HISTORY     - 1974     GOOD             NGS
 BK0495  HISTORY     - 1974     GOOD             NGS
 BK0495
 BK0495                          STATION DESCRIPTION
 BK0495
 BK0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK0495'STATION IS LOCATED 1 MILE N OF IOTA, IN SW 1/4 SEC. 17, T 8 S,
 BK0495'R 1 W, IN CORNER OF RIGHT-OF-WAY OF PARISH ROAD.  MARK IS 19
 BK0495'METERS NE OF CENTER LINE OF ROAD AT CURVE WHERE ROAD TURNS S,
 BK0495'8 METERS S OF CENTER OF RICE CANAL, IN CORNER BETWEEN N AND E
 BK0495'FENCES.
 BK0495'
 BK0495'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK0495'BRONZE DISKS SET IN CONCRETE.
 BK0495'
 BK0495'AZIMUTH MARK IS 2 MILES SE OF STATION ON E SIDE OF DIRT ROAD
 BK0495'RUNNING N AND S ALONG LEVEE, AND 0.2 MILE S OF MAIN-GRAVELED
 BK0495'E AND W ROAD.
 BK0495'
 BK0495'REFERENCE MARK NO. 1 IS S OF STATION 64.890 METERS (212.89
 BK0495'FEET) ON E SIDE OF N AND S FENCE AND 12 METERS W OF CENTER LINE
 BK0495'OF MAIN-GRAVELLED ROAD N AND S.
 BK0495'
 BK0495'REFERENCE MARK NO. 2 IS W OF STATION 59.760 METERS (196.06
 BK0495'FEET) 9 METERS N OF CENTER LINE OF MAIN ROAD, 5 METERS SW OF
 BK0495'SMALL BRIDGE OVER RICE CANAL.
 BK0495'
 BK0495'TO REACH FROM IOTA, FOLLOW MAIN STREET W AND NW ACROSS RAILROAD
 BK0495'TRACK, THEN N 0.15 MILE THEN W, 0.15 MILE, THEN N 1 MILE TO
 BK0495'GRAVELED ROAD E, TURN E AND GO 0.25 MILE TO STATION.
 BK0495'
 BK0495'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK0495
 BK0495                          STATION RECOVERY (1937)
 BK0495
 BK0495'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK0495'STATION RECOVERED AS DESCRIBED.
 BK0495
 BK0495                          STATION RECOVERY (1953)
 BK0495
 BK0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 BK0495'THIS STATION AND MARKS WAS RECOVERED IN GOOD CONDITION AS
 BK0495'DESCRIBED.
 BK0495
 BK0495                          STATION RECOVERY (1969)
 BK0495
 BK0495'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 BK0495'THE STATION WAS VISITED 3/4/69 AND THE STATION MARK, REFERENCE
 BK0495'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  A NEW
 BK0495'DESCRIPTION FOLLOWS--
 BK0495'
 BK0495'THE STATION IS LOCATED 2.15 MILES NORTH OF IOTA, IN THE
 BK0495'SOUTHWEST, 1/4 OF SECTION 17, T8S, R1W.  IT IS LOCATED ON THE
 BK0495'RIGHT-OF-WAY OF A PARISH ROAD NORTHEAST OF A CURVE IN THE
 BK0495'ROAD, 9.0 FEET EAST OF THE CENTERLINE OF A PRIVATE GRAVEL
 BK0495'ROAD LEADING NORTH, 28.0 FEET SOUTH OF THE CENTERLINE OF AN
 BK0495'IRRIGATION CANAL, 18.0 FEET NORTH OF THE EASTERLY PROJECTION
 BK0495'OF THE CENTERLINE OF A GRAVEL ROAD LEADING WEST, 5.0 FEET
 BK0495'SOUTHWEST OF A TELEPHONE POLE, 6.4 FEET WEST OF A BARBED WIRE
 BK0495'FENCE.  THE MARK IS LOCATED 1.0 FOOT EAST OF A STEEL WITNESS
 BK0495'POST.
 BK0495'
 BK0495'IT IS A STANDARD TRIANGULATION DISC, STAMPED IOTA 1934 PROJECTING
 BK0495'1 INCH.
 BK0495'
 BK0495'REFERENCE MARK NO. 1 IS 212.89 FEET SOUTH OF THE STATION.
 BK0495'IT IS 25.0 FEET WEST OF THE SOUTHERLY PROJECTING OF THE
 BK0495'CENTERLINE OF A GRAVEL ROAD LEADING NORTH, 7.5 FEET SOUTH
 BK0495'OF THE CENTERLINE OF A DRIVEWAY LEADING WEST, 54.5 FEET
 BK0495'WEST-NORTHWEST OF A TELEPHONE POLE, 8.5 FEET NORTH-NORTHEAST
 BK0495'OF A 10 INCH CATALPA TREE, 4.2 FEET EAST-SOUTHEAST OF THE
 BK0495'SOUTHEAST CORNER OF A CONCRETE CATTLE GUARD.  THE MARK IS
 BK0495'LOCATED 0.9 FOOT EAST OF A STEEL WITNESS POST.  IT IS A
 BK0495'STANDARD DISC, STAMPED IOTA NO. 1 1934, PROJECTING 4 INCHES.
 BK0495'
 BK0495'REFERENCE MARK NO. 2 IS 196.06 FEET WEST OF THE STATION.
 BK0495'IT IS 26.0 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 BK0495'9.0 FEET NORTHWEST OF A TELEPHONE POLE, 93.3 FEET NORTH OF
 BK0495'THE NORTHWEST CORNER OF A WOOD FRAME TIN SHED, 95.7 FEET NORTHEAST
 BK0495'OF THE NORTHEAST CORNER OF A WOOD FRAME BARN, 2.0 FEET SOUTH
 BK0495'OF THE CENTER OF A LEVEE SOUTH OF AN IRRIGATION CANAL.  THE
 BK0495'MARK IS LOCATED IN A 15 INCH CONCRETE PIPE 2 FEET 3 INCHES
 BK0495'BELOW THE SURFACE OF THE GROUND.  IT IS A STANDARD REFERENCE
 BK0495'MARK DISC STAMPED IOTA NO. 2 1934, RECESSED 2 FEET 3 INCHES.
 BK0495'
 BK0495'THE AZIMUTH MARK WAS UNABLE TO BE LOCATED WITH THE DESCRIPTION
 BK0495'THAT WAS GIVEN.
 BK0495'
 BK0495'TO REACH THE STATION FROM THE IOTA HIGH SCHOOL IN IOTA TRAVEL
 BK0495'NORTHWEST ALONG LOUISIANA HIGHWAYS 98 AND 91 FOR 0.85 MILE
 BK0495'TO A POINT WHERE LOUISIANA HIGHWAY 91 TURNS NORTH.  THENCE
 BK0495'GO NORTH ON LOUISIANA HIGHWAY 91 FOR 1.05 MILES TO THE JUNCTION
 BK0495'OF A GRAVEL ROAD.  THENCE GO EAST FOR 0.25 MILE TO THE MARK
 BK0495'ON THE LEFT.
 BK0495'
 BK0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.40 MILES
 BK0495'NORTH
 BK0495
 BK0495                          STATION RECOVERY (1969)
 BK0495
 BK0495'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0495'2.15 MI N FROM IOTA.
 BK0495'THE STATION IS LOCATED 2.15 MILES NORTH OF IOTA, IN THE SOUTHWEST 1/4
 BK0495'OF SECTION 17, T8S, R1W.  IT IS LOCATED ON THE RIGHT-OF-WAY OF A
 BK0495'PARISH ROAD NORTHEAST OF A CURVE IN THE ROAD, 9.0 FEET EAST OF THE
 BK0495'CENTERLINE OF A PRIVATE GRAVEL ROAD LEADING NORTH, 28.0 FEET SOUTH OF
 BK0495'THE CENTERLINE OF AN IRRIGATION CANAL, 18.0 FEET NORTH OF THE EASTERLY
 BK0495'PROJECTION OF THE CENTERLINE OF A GRAVEL ROAD LEADING WEST, 5.0 FEET
 BK0495'SOUTHWEST OF A TELEPHONE POLE, 6.4 FEET WEST OF A BARBED WIRE FENCE.
 BK0495'THE MARK IS LOCATED 1.0 FOOT EAST OF A STEEL WITNESS POST.
 BK0495
 BK0495                          STATION RECOVERY (1974)
 BK0495
 BK0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK0495'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BK0495'CONDITION.  A SMALL SEARCH WAS MADE FOR THE AZIMUTH MARK BY
 BK0495'THE RECONNAISSANCE PARTY AND IT WAS NOT FOUND.  A 1969 RECOVERY
 BK0495'NOTE BY THE LOUISIANA DEPARTMENT OF HIGHWAYS STATES THAT IT
 BK0495'COULD NOT BE FOUND.  THE ANGLE FROM AN OLD INTERSECTION STATION
 BK0495'TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE
 BK0495'MARK 1 WAS FOUND LONGER BY 0.008 METERS AND THE DISTANCE TO
 BK0495'REFERENCE MARK 2 WAS FOUND SHORTER BY 0.038 METERS.  A
 BK0495'REFERENCE MARK 3 AND 4 WAS ESTABLISHED AT THIS TIME.  DUE TO
 BK0495'THE LOCATION OF THE STATION, REFERENCE MARK 3 WAS BUILT OVER
 BK0495'AND OCCUPIED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK0495'
 BK0495'STATION IS ABOUT 15 MILES NORTHEAST OF JENNINGS, 12 MILES
 BK0495'SOUTHEAST OF BASILE, 1-1/4 MILES NORTH OF IOTA, 1/4 MILE EAST
 BK0495'OF STATE HIGHWAY 91, JUST NORTH OF A PAVED PARISH ROAD, AT A
 BK0495'SLIGHT JOG IN THE ROAD AND ON THE EAST EDGE OF A PRIVATE
 BK0495'GRAVELED ROAD LEADING NORTH.  PROPERTY OWNER NOT KNOWN.
 BK0495'
 BK0495'TO REACH THE STATION FROM THE POST OFFICE IN IOTA, GO WEST,
 BK0495'NORTH AND WEST ON STATE HIGHWAY 91 AND 98 FOR 0.35 MILE TO
 BK0495'WHERE HIGHWAY 91 TURNS RIGHT.  TURN RIGHT AND GO NORTH ON
 BK0495'HIGHWAY 91 FOR 1.1 MILES TO A SIDE ROAD RIGHT AND REFERENCE
 BK0495'MARK 4 (AZ MK) ON THE RIGHT AS DESCRIBED.  TURN RIGHT AND GO
 BK0495'EAST ON THE PAVED ROAD FOR 0.25 MILE TO A GRAVELED ROAD LEFT
 BK0495'IN A SLIGHT JOG IN THE PAVED ROAD.  TURN LEFT AND GO NORTH ON
 BK0495'THE GRAVELED ROAD FOR ABOUT 100 FEET TO THE STATION ON THE
 BK0495'LEFT AS DESCRIBED.
 BK0495'
 BK0495'STATION MARK, STAMPED IOTA 1934, IS A STANDARD DISK SET IN A
 BK0495'ROUND CONCRETE POST WHICH PROJECTS ABOUT 1-INCH ABOVE THE
 BK0495'GROUND.  THE 1934 DESCRIPTION STATES THAT THERE IS AN UNDERGROUND
 BK0495'MARK.  THEY ARE 109 FEET NORTHEAST OF CENTER OF THE PAVED
 BK0495'ROAD, 30 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 BK0495'GRAVELED ROAD AND CANAL, 9 FEET EAST OF CENTER OF THE GRAVELED
 BK0495'ROAD, 5.5 FEET SOUTHWEST OF THE SOUTHWEST 1 OF 2 POWER POLES
 BK0495'AND 1 FOOT WEST OF A METAL WITNESS POST.
 BK0495'
 BK0495'REFERENCE MARK 1, STAMPED IOTA NO 1 1934, IS A STANDARD DISK
 BK0495'SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1-INCH
 BK0495'ABOVE THE GROUND.  IT IS 86 FEET SOUTH OF CENTER OF THE PAVED
 BK0495'ROAD, 55.5 FEET WEST OF A POWER POLE, 11 FEET SOUTHEAST OF
 BK0495'CENTER OF A CATTLE GUARD AND 1 FOOT EAST OF A METAL WITNESS
 BK0495'POST.
 BK0495'
 BK0495'REFERENCE MARK 2, WITH NO STAMPING, IS A STANDARD DISK SET
 BK0495'IN CONCRETE INSIDE A 15-INCH CONCRETE PIPE AND IS ABOUT 2-1/2
 BK0495'FEET BELOW THE GROUND SURFACE.  IT IS ON TOP OF THE SOUTH
 BK0495'LEVEE OF THE CANAL, 187 FEET WEST OF CENTER OF THE GRAVELED
 BK0495'ROAD, 28 FEET NORTH OF CENTER OF THE PAVED ROAD AND 9 FEET
 BK0495'NORTHWEST OF A POWER POLE.
 BK0495'
 BK0495'REFERENCE MARK 3, STAMPED IOTA 1934 NO 3 1974, IS A STANDARD
 BK0495'DISK SET IN A ROUND CONCRETE POST WHICH IS ABOUT 12 INCHES
 BK0495'BELOW THE GROUND SURFACE.  THERE IS AN UNDERGROUND MARK WITH
 BK0495'THE SAME STAMPING AS THE SURFACE MARK SET IN AN IRREGULAR
 BK0495'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 BK0495'THEY ARE 139 FEET NORTH OF CENTER OF THE PAVED ROAD, 116 FEET
 BK0495'NORTHEAST OF A FENCE CORNER, 85 FEET EAST OF CENTER OF A
 BK0495'GRAVELED ROAD AND 25 FEET SOUTH OF THE TOP OF THE SOUTH LEVEE
 BK0495'OF THE CANAL.
 BK0495'
 BK0495'REFERENCE MARK 4, STAMPED IOTA 1934 NO 4 1974, IS A STANDARD
 BK0495'DISK SET IN A ROUND CONCRETE POST WHICH IS ABOUT 2 INCHES
 BK0495'BELOW THE GROUND SURFACE.  IT IS 39 FEET EAST OF CENTER OF
 BK0495'STATE HIGHWAY 91, 21.5 FEET SOUTH OF CENTER OF A PAVED ROAD,
 BK0495'19 FEET WEST OF A POWER POLE, 4.5 FEET NORTHEAST OF A FENCE
 BK0495'CORNER AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 BK0495'
 BK0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 BK0495'NORTH OF IOTA.
 BK0495'
 BK0495'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK0495
 BK0495                          STATION RECOVERY (1974)
 BK0495
 BK0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2834 ***********************************************************************
 BK2834  DESIGNATION -  IOTA CATHOLIC CHURCH SPIRE
 BK2834  PID         -  BK2834
 BK2834  STATE/COUNTY-  LA/ACADIA
 BK2834  USGS QUAD   -  IOTA (1987)
 BK2834
 BK2834                         *CURRENT SURVEY CONTROL
 BK2834  ___________________________________________________________________
 BK2834* NAD 83(1992)-  30 19 07.94889(N)    092 29 31.38451(W)     ADJUSTED  
 BK2834* NAVD 88     -                                                        
 BK2834  **This station is located in a subsidence area (see below).
 BK2834  ___________________________________________________________________
 BK2834  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BK2834  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2834
 BK2834  HORZ ORDER  -  THIRD
 BK2834
 BK2834.The horizontal coordinates were established by classical geodetic methods
 BK2834.and adjusted by the National Geodetic Survey in January 1993..
 BK2834
 BK2834 ** The orthometric height has not been validated since last determined
 BK2834 ** by differential leveling and should not be used for control purposes.
 BK2834 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2834 ** area with valid NAVD 88 orthometric heights.
 BK2834 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2834 ** epoch indicated which incorporates improved geoid heights for the
 BK2834 ** Southern Louisiana Subsidence area.
 BK2834 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2834
 BK2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2834
 BK2834.The geoid height was determined by GEOID03.
 BK2834
 BK2834;                    North         East     Units Scale Factor Converg.
 BK2834;SPC LA S     -   202,176.273   888,567.241   MT  0.99994109   -0 34 45.7
 BK2834;SPC LA S     -   663,306.66  2,915,241.02   sFT  0.99994109   -0 34 45.7
 BK2834;UTM  15      - 3,354,229.385   548,833.415   MT  0.99962942   +0 15 23.1
 BK2834
 BK2834                          SUPERSEDED SURVEY CONTROL
 BK2834
 BK2834  NAD 83(1986)-  30 19 07.96837(N)    092 29 31.37809(W) AD(       ) 4
 BK2834  NAD 27      -  30 19 07.23769(N)    092 29 30.89258(W) AD(       ) 3
 BK2834
 BK2834.Superseded values are not recommended for survey control.
 BK2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2834.See file dsdata.txt to determine how the superseded data were derived.
 BK2834
 BK2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4883354229(NAD 83)
 BK2834_MARKER: 90 = CHURCH SPIRE
 BK2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2834+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 BK2834
 BK2834  HISTORY     - Date     Condition        Report By
 BK2834  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2834  HISTORY     - 20050120 GOOD             USPSQD
 BK2834
 BK2834                          STATION DESCRIPTION
 BK2834
 BK2834'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2836 ***********************************************************************
 BK2836  DESIGNATION -  IOTA MUNICIPAL TANK
 BK2836  PID         -  BK2836
 BK2836  STATE/COUNTY-  LA/ACADIA
 BK2836  USGS QUAD   -  IOTA (1987)
 BK2836
 BK2836                         *CURRENT SURVEY CONTROL
 BK2836  ___________________________________________________________________
 BK2836* NAD 83(1992)-  30 19 53.32105(N)    092 29 45.94984(W)     ADJUSTED  
 BK2836* NAVD 88     -                                                        
 BK2836  **This station is located in a subsidence area (see below).
 BK2836  ___________________________________________________________________
 BK2836  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK2836  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2836
 BK2836  HORZ ORDER  -  THIRD
 BK2836
 BK2836.The horizontal coordinates were established by classical geodetic methods
 BK2836.and adjusted by the National Geodetic Survey in January 1993..
 BK2836
 BK2836 ** The orthometric height has not been validated since last determined
 BK2836 ** by differential leveling and should not be used for control purposes.
 BK2836 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2836 ** area with valid NAVD 88 orthometric heights.
 BK2836 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2836 ** epoch indicated which incorporates improved geoid heights for the
 BK2836 ** Southern Louisiana Subsidence area.
 BK2836 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2836
 BK2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2836
 BK2836.The geoid height was determined by GEOID03.
 BK2836
 BK2836;                    North         East     Units Scale Factor Converg.
 BK2836;SPC LA S     -   203,577.245   888,192.339   MT  0.99994233   -0 34 53.0
 BK2836;SPC LA S     -   667,903.01  2,914,011.03   sFT  0.99994233   -0 34 53.0
 BK2836;UTM  15      - 3,355,624.304   548,438.239   MT  0.99962894   +0 15 16.1
 BK2836
 BK2836                          SUPERSEDED SURVEY CONTROL
 BK2836
 BK2836  NAD 83(1986)-  30 19 53.34063(N)    092 29 45.94362(W) AD(       ) 4
 BK2836  NAD 27      -  30 19 52.60946(N)    092 29 45.45714(W) AD(       ) 3
 BK2836
 BK2836.Superseded values are not recommended for survey control.
 BK2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2836.See file dsdata.txt to determine how the superseded data were derived.
 BK2836
 BK2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4843855624(NAD 83)
 BK2836_MARKER: 53 = ELEVATED TANK
 BK2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2836+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 BK2836
 BK2836  HISTORY     - Date     Condition        Report By
 BK2836  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2836  HISTORY     - 1974     GOOD             NGS
 BK2836  HISTORY     - 19910905 GOOD             USPSQD
 BK2836  HISTORY     - 19971017 GOOD             USPSQD
 BK2836  HISTORY     - 20050120 GOOD             USPSQD
 BK2836
 BK2836                          STATION DESCRIPTION
 BK2836
 BK2836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2836'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS
 BK2836'DESCRIPTION WAS FOUND AND IT IS NOT KNOWN WHO ESTABLISHED
 BK2836'THE STATION.
 BK2836'
 BK2836'THE STATION IS THE TOP CENTER OF THE IOTA MUNICIPAL WATER
 BK2836'TANK, LOCATED IN THE WEST EDGE OF IOTA.  IT IS A 4-LEGGED
 BK2836'STEEL STRUCTURE, WITH CONICAL SHAPED TANK, PAINTED SILVER,
 BK2836'AND HAS THE LETTERS IOTA IN BLACK.  IT IS ABOUT 160 FEET HIGH.
 BK2836'
 BK2836'TO REACH FROM THE POST OFFICE IN IOTA, GO WESTERLY ON STATE
 BK2836'HIGHWAYS 98 AND 91 FOR 0.1 MILE TO STATION ON LEFT JUST
 BK2836'WEST OF OLD RAILROAD STATION.
 BK2836'
 BK2836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN IOTA
 BK2836
 BK2836                          STATION RECOVERY (1991)
 BK2836
 BK2836'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2836'RECOVERED IN GOOD CONDITION.
 BK2836
 BK2836                          STATION RECOVERY (1997)
 BK2836
 BK2836'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2836'RECOVERED IN GOOD CONDITION.
 BK2836
 BK2836                          STATION RECOVERY (2005)
 BK2836
 BK2836'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2839 ***********************************************************************
 BK2839  DESIGNATION -  IOTA RM 3
 BK2839  PID         -  BK2839
 BK2839  STATE/COUNTY-  LA/ACADIA
 BK2839  USGS QUAD   -  IOTA (1987)
 BK2839
 BK2839                         *CURRENT SURVEY CONTROL
 BK2839  ___________________________________________________________________
 BK2839* NAD 83(1992)-  30 20 57.50785(N)    092 29 38.47857(W)     ADJUSTED  
 BK2839* NAVD 88     -        11.65   (+/-2cm)      38.2  **(feet)  VERTCON   
 BK2839  **This station is located in a subsidence area (see below).
 BK2839  ___________________________________________________________________
 BK2839  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK2839  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2839
 BK2839  HORZ ORDER  -  FIRST
 BK2839  VERT ORDER  -  THIRD ? (See Below)
 BK2839
 BK2839.The horizontal coordinates were established by classical geodetic methods
 BK2839.and adjusted by the National Geodetic Survey in January 1993..
 BK2839
 BK2839 ** The orthometric height has not been validated since last determined
 BK2839 ** by differential leveling and should not be used for control purposes.
 BK2839 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2839 ** area with valid NAVD 88 orthometric heights.
 BK2839 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2839 ** epoch indicated which incorporates improved geoid heights for the
 BK2839 ** Southern Louisiana Subsidence area.
 BK2839 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2839.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2839.The vertical order pertains to the NGVD 29 superseded value.
 BK2839
 BK2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2839
 BK2839.The geoid height was determined by GEOID03.
 BK2839
 BK2839;                    North         East     Units Scale Factor Converg.
 BK2839;SPC LA S     -   205,551.573   888,411.911   MT  0.99994417   -0 34 49.3
 BK2839;SPC LA S     -   674,380.45  2,914,731.41   sFT  0.99994417   -0 34 49.3
 BK2839;UTM  15      - 3,357,601.004   548,628.923   MT  0.99962917   +0 15 20.4
 BK2839
 BK2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2839!SPC LA S     -   1.00000248  x   0.99994417  =   0.99994665
 BK2839!UTM  15      -   1.00000248  x   0.99962917  =   0.99963165
 BK2839
 BK2839:                Primary Azimuth Mark                     Grid Az
 BK2839:SPC LA S     -  MAXIE TV STA KLFY MAST                   105 28 55.5
 BK2839:UTM  15      -  MAXIE TV STA KLFY MAST                   104 38 45.8
 BK2839
 BK2839|---------------------------------------------------------------------|
 BK2839| PID    Reference Object                     Distance      Geod. Az  |
 BK2839|                                                           dddmmss.s |
 BK2839| BK2837 MAXIE TV STA KLFY MAST              APPROX.11.6 KM 1045406.2 |
 BK2839| BK2836 IOTA MUNICIPAL TANK                 APPROX. 2.0 KM 1854556.3 |
 BK2839| BK0496 IOTA RM 1                            67.498 METERS 20729     |
 BK2839| BK2869 IOTA SW LA ST SCH TANK              APPROX. 5.6 KM 2474102.2 |
 BK2839| CW1505 IOTA RM 4                                          2693209.2 |
 BK2839| BK0497 IOTA RM 2                                          27536     |
 BK2839| BK0495 IOTA                                 23.386 METERS 28102     |
 BK2839| BK2860 EUNICE TEXAS GAS MICROWAVE          APPROX.12.5 KM 3434508.4 |
 BK2839| BK2858 EUNICE MICH WISC PIPE MAST          APPROX.13.2 KM 3484557.1 |
 BK2839|---------------------------------------------------------------------|
 BK2839
 BK2839                          SUPERSEDED SURVEY CONTROL
 BK2839
 BK2839  NAD 83(1986)-  30 20 57.52750(N)    092 29 38.47254(W) AD(       ) 1
 BK2839  NAD 27      -  30 20 56.79890(N)    092 29 37.98631(W) AD(       ) 1
 BK2839  NGVD 29 (07/19/86)   11.62   (m)           38.1    (f) LEVELING    3  
 BK2839
 BK2839.Superseded values are not recommended for survey control.
 BK2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2839.See file dsdata.txt to determine how the superseded data were derived.
 BK2839
 BK2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4862957601(NAD 83)
 BK2839_MARKER: DR = REFERENCE MARK DISK
 BK2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2839
 BK2839  HISTORY     - Date     Condition        Report By
 BK2839  HISTORY     - 1974     MONUMENTED       NGS
 BK2839
 BK2839                          STATION DESCRIPTION
 BK2839
 BK2839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2839'STATION IS ABOUT 15 MILES NORTHEAST OF JENNINGS, 12 MILES SOUTHEAST
 BK2839'OF BASILE, 1-1/4 MILES NORTH OF IOTA, 1/4 MILE EAST OF STATE HIGHWAY
 BK2839'91, JUST NORTH OF A PAVED PARISH ROAD, AT A SLIGHT JOG IN THE ROAD
 BK2839'AND ON PROPERTY OWNED BY THE POUSSON FAMILY.  PERMISSION WAS
 BK2839'GRANTED BY MR ROLAND POUSSON, ROUTE 1, IOTA, LOUISIANA.  PHONE
 BK2839'NUMBER 779-3390.
 BK2839'
 BK2839'TO REACH THE STATION FROM THE POST OFFICE IN IOTA, GO WEST, NORTH AND
 BK2839'WEST ON STATE HIGHWAY 91 AND 98 FOR 0.35 MILE TO WHERE HIGHWAY 91
 BK2839'TURNS RIGHT.  TURN RIGHT AND GO NORTH ON HIGHWAY 91 FOR 1.1 MILES
 BK2839'TO A SIDE ROAD RIGHT AND REFERENCE MARK 4 ON THE RIGHT AS
 BK2839'DESCRIBED.  TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.25
 BK2839'MILE TO A GRAVELED ROAD LEFT IN A SLIGHT JOG IN THE PAVED ROAD.
 BK2839'TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR ABOUT 100 FEET TO A
 BK2839'GATE ON THE RIGHT AND THE STATION JUST INSIDE AS DESCRIBED.
 BK2839'
 BK2839'THE STATION MARKS ARE BOTH STANDARD REFERENCE MARK DISKS STAMPED
 BK2839'IOTA 1934 NO 3 1974.  THE SURFACE MARK IS SET IN A ROUND CONCRETE
 BK2839'POST WHICH IS ABOUT 12 INCHES BELOW THE GROUND SURFACE AND THE
 BK2839'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48
 BK2839'INCHES BELOW THE GROUND SURFACE.  THEY ARE 139 FEET NORTH OF
 BK2839'CENTER OF THE PAVED ROAD, 116 FEET NORTHEAST OF A FENCE CORNER, 85
 BK2839'FEET EAST OF CENTER OF THE GRAVELED ROAD AND 25 FEET SOUTH OF
 BK2839'THE TOP OF A LEVEE ALONG THE SOUTH SIDE OF A CANAL.
 BK2839'
 BK2839'IOTA, STAMPED IOTA 1934, IS A STANDARD STATION MARK DISK SET IN A
 BK2839'ROUND CONCRETE POST WHICH PROJECTS ABOUT 1-INCH ABOVE THE GROUND
 BK2839'SURFACE.  THE 1934 DESCRIPTION STATES THAT THERE IS AN UNDERGROUND
 BK2839'MARK.  THEY ARE 109 FEET NORTHEAST OF CENTER OF THE PAVED ROAD, 30
 BK2839'FEET SOUTHEAST OF CENTER OF THE JUNCTION OF THE GRAVELED ROAD AND
 BK2839'CANAL, 9 FEET EAST OF CENTER OF THE GRAVELED ROAD, 5.5 FEET
 BK2839'SOUTHWEST OF THE SOUTHWEST 1 OF 2 POWER POLES AND 1 FOOT WEST OF A
 BK2839'METAL WITNESS POST.
 BK2839'
 BK2839'REFERENCE MARK 1, STAMPED IOTA NO 1 1934, IS A STANDARD DISK SET IN
 BK2839'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1-INCH ABOVE THE GROUND
 BK2839'SURFACE.  IT IS 86 FEET SOUTH OF CENTER OF THE PAVED ROAD, 55.5
 BK2839'FEET WEST OF A POWER POLE, 11 FEET SOUTHEAST OF CENTER OF A CATTLE
 BK2839'GUARD AND 1 FOOT EAST OF A METAL WITNESS POST.
 BK2839'
 BK2839'REFERENCE MARK 2, WITH NO STAMPING, IS A STANDARD DISK SET IN
 BK2839'CONCRETE INSIDE A 15-INCH CONCRETE PIPE AND IS ABOUT 2-1/2 FEET
 BK2839'BELOW THE GROUND SURFACE.  IT IS 187 FEET WEST OF CENTER OF THE
 BK2839'GRAVELED ROAD, 28 FEET NORTH OF CENTER OF THE PAVED ROAD, 9 FEET
 BK2839'NORTHWEST OF A POWER POLE AND ON TOP OF THE SOUTH LEVEE OF THE
 BK2839'CANAL.
 BK2839'
 BK2839'REFERENCE MARK 4, STAMPED IOTA 1934 NO 4 1974, IS A STANDARD DISK
 BK2839'SET IN A ROUND CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE
 BK2839'GROUND SURFACE.  IT IS 39 FEET EAST OF CENTER OF STATE HIGHWAY 91,
 BK2839'21.5 FEET SOUTH OF CENTER OF A PAVED ROAD, 19 FEET WEST OF A
 BK2839'POWER POLE, 4.5 FEET NORTHEAST OF A FENCE CORNER AND 1.5 FEET
 BK2839'NORTHWEST OF A METAL WITNESS POST.
 BK2839'
 BK2839'NOTE--NO MEASUREMENT WAS MADE TO REFERENCE MARK 2 DUE TO A
 BK2839'CONSIDERABLE AMOUNT OF CLEARING THAT WAS NEEDED.
 BK2839'
 BK2839'NEAREST TOWN--IOTA.
 BK2839'
 BK2839'HEIGHT OF LIGHT ABOVE STATION MARK 34.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2869 ***********************************************************************
 BK2869  DESIGNATION -  IOTA SW LA ST SCH TANK
 BK2869  PID         -  BK2869
 BK2869  STATE/COUNTY-  LA/ACADIA
 BK2869  USGS QUAD   -  EVANGELINE (1985)
 BK2869
 BK2869                         *CURRENT SURVEY CONTROL
 BK2869  ___________________________________________________________________
 BK2869* NAD 83(1992)-  30 19 48.45533(N)    092 32 52.30355(W)     ADJUSTED  
 BK2869* NAVD 88     -                                                        
 BK2869  **This station is located in a subsidence area (see below).
 BK2869  ___________________________________________________________________
 BK2869  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BK2869  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2869
 BK2869  HORZ ORDER  -  THIRD
 BK2869
 BK2869.The horizontal coordinates were established by classical geodetic methods
 BK2869.and adjusted by the National Geodetic Survey in January 1993..
 BK2869
 BK2869 ** The orthometric height has not been validated since last determined
 BK2869 ** by differential leveling and should not be used for control purposes.
 BK2869 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2869 ** area with valid NAVD 88 orthometric heights.
 BK2869 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2869 ** epoch indicated which incorporates improved geoid heights for the
 BK2869 ** Southern Louisiana Subsidence area.
 BK2869 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2869
 BK2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2869
 BK2869.The geoid height was determined by GEOID03.
 BK2869
 BK2869;                    North         East     Units Scale Factor Converg.
 BK2869;SPC LA S     -   203,479.061   883,213.384   MT  0.99994219   -0 36 26.2
 BK2869;SPC LA S     -   667,580.89  2,897,675.91   sFT  0.99994219   -0 36 26.2
 BK2869;UTM  15      - 3,355,453.561   543,462.820   MT  0.99962330   +0 13 42.0
 BK2869
 BK2869                          SUPERSEDED SURVEY CONTROL
 BK2869
 BK2869  NAD 83(1986)-  30 19 48.47513(N)    092 32 52.29756(W) AD(       ) 4
 BK2869  NAD 27      -  30 19 47.74418(N)    092 32 51.80389(W) AD(       ) 3
 BK2869
 BK2869.Superseded values are not recommended for survey control.
 BK2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2869.See file dsdata.txt to determine how the superseded data were derived.
 BK2869
 BK2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4346355454(NAD 83)
 BK2869_MARKER: 53 = ELEVATED TANK
 BK2869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2869+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 BK2869
 BK2869  HISTORY     - Date     Condition        Report By
 BK2869  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2869  HISTORY     - 19910905 GOOD             USPSQD
 BK2869  HISTORY     - 19971017 GOOD             USPSQD
 BK2869  HISTORY     - 20050120 GOOD             USPSQD
 BK2869
 BK2869                          STATION DESCRIPTION
 BK2869
 BK2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2869'THE STATION IS THE TOP CENTER OF THE IOTA, SOUTHWEST LOUISIANA
 BK2869'STATE SCHOOL, WATER TANK, LOCATED ABOUT 3.5 MILES SOUTHWEST OF IOTA.
 BK2869'IT IS A 4-LEGGED STEEL STRUCTURE, WITH OVAL TANK, PAINTED SILVER,
 BK2869'AND HAS AN OVERALL HEIGHT OF 160 FEET.
 BK2869'
 BK2869'TO REACH FROM THE POST OFFICE IN IOTA, GO WESTERLY ON STATE HIGHWAY
 BK2869'98 FOR 3.5 MILES TO STATION ON LEFT 0.2 MILES SOUTH OF HIGHWAY.
 BK2869
 BK2869                          STATION RECOVERY (1991)
 BK2869
 BK2869'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2869'RECOVERED IN GOOD CONDITION.
 BK2869
 BK2869                          STATION RECOVERY (1997)
 BK2869
 BK2869'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2869'RECOVERED IN GOOD CONDITION.
 BK2869
 BK2869                          STATION RECOVERY (2005)
 BK2869
 BK2869'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK2869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3092 ***********************************************************************
 BK3092  DESIGNATION -  IOWA 2
 BK3092  PID         -  BK3092
 BK3092  STATE/COUNTY-  LA/CALCASIEU
 BK3092  USGS QUAD   -  IOWA (1994)
 BK3092
 BK3092                         *CURRENT SURVEY CONTROL
 BK3092  ___________________________________________________________________
 BK3092* NAD 83(1992)-  30 14 49.66971(N)    093 04 36.04123(W)     ADJUSTED  
 BK3092* NAVD 88     -         6.14   (+/-2cm)      20.1  **(feet)  VERTCON   
 BK3092  **This station is located in a subsidence area (see below).
 BK3092  ___________________________________________________________________
 BK3092  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK3092  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3092
 BK3092  HORZ ORDER  -  SECOND
 BK3092  VERT ORDER  -  THIRD ? (See Below)
 BK3092
 BK3092.The horizontal coordinates were established by classical geodetic methods
 BK3092.and adjusted by the National Geodetic Survey in January 1993..
 BK3092
 BK3092 ** The orthometric height has not been validated since last determined
 BK3092 ** by differential leveling and should not be used for control purposes.
 BK3092 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3092 ** area with valid NAVD 88 orthometric heights.
 BK3092 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3092 ** epoch indicated which incorporates improved geoid heights for the
 BK3092 ** Southern Louisiana Subsidence area.
 BK3092 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3092.The vertical order pertains to the NGVD 29 superseded value.
 BK3092
 BK3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3092
 BK3092.The geoid height was determined by GEOID03.
 BK3092
 BK3092;                    North         East     Units Scale Factor Converg.
 BK3092;SPC LA S     -   194,936.264   832,226.874   MT  0.99993494   -0 52 18.1
 BK3092;SPC LA S     -   639,553.39  2,730,397.67   sFT  0.99993494   -0 52 18.1
 BK3092;UTM  15      - 3,346,172.413   492,622.964   MT  0.99960067   -0 02 19.1
 BK3092
 BK3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3092!SPC LA S     -   1.00000332  x   0.99993494  =   0.99993826
 BK3092!UTM  15      -   1.00000332  x   0.99960067  =   0.99960399
 BK3092
 BK3092|---------------------------------------------------------------------|
 BK3092| PID    Reference Object                     Distance      Geod. Az  |
 BK3092|                                                           dddmmss.s |
 BK3092| BK3095 IOWA                                 21.450 METERS 04437     |
 BK3092| BK1426 4194                                397.297 METERS 17850     |
 BK3092| BK1428 IOWA 2 RM 5 RESET                    25.031 METERS 23210     |
 BK3092| BK3087 IOWA LAYNE WELLS CO MICROWAVE       APPROX. 0.9 KM 2412612.6 |
 BK3092|---------------------------------------------------------------------|
 BK3092
 BK3092                          SUPERSEDED SURVEY CONTROL
 BK3092
 BK3092  NAD 83(1986)-  30 14 49.69083(N)    093 04 36.03455(W) AD(       ) 2
 BK3092  NAD 27      -  30 14 48.94631(N)    093 04 35.48987(W) AD(       ) 2
 BK3092  NGVD 29 (07/19/86)    6.11   (m)           20.0    (f) LEVELING    3  
 BK3092
 BK3092.Superseded values are not recommended for survey control.
 BK3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3092.See file dsdata.txt to determine how the superseded data were derived.
 BK3092
 BK3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9262346172(NAD 83)
 BK3092_MARKER: DS = TRIANGULATION STATION DISK
 BK3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3092
 BK3092  HISTORY     - Date     Condition        Report By
 BK3092  HISTORY     - 1959     MONUMENTED       CGS
 BK3092  HISTORY     - 1961     GOOD             LOCENG
 BK3092  HISTORY     - 1963     GOOD             CGS
 BK3092  HISTORY     - 1965     GOOD             CGS
 BK3092  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BK3092
 BK3092                          STATION DESCRIPTION
 BK3092
 BK3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RAG)
 BK3092'THE STATION IS LOCATED 8 MILES EAST OF LAKE CHARLES AND 4
 BK3092'MILES WEST OF THE TOWN OF IOWA ON THE SOUTH RIGHT-OF-WAY
 BK3092'OF THE INTERSTATE HIGHWAY, 0.6 MILE NORTH OF THE SOUTHERN
 BK3092'PACIFIC RAILROAD TRACK AND IN THE NORTHWEST QUARTER OF SECTION
 BK3092'27, T.9 S, R.7 W.  IT IS 261 FEET SOUTH OF THE CENTERLINE
 BK3092'OF THE INTERSTATE RIGHT-OF-WAY, 58 FEET WEST OF THE CENTERLINE
 BK3092'OF A NORTH-SOUTH GRAVELED ROAD, 4.7 FEET EAST OF A FENCE
 BK3092'CORNER, 38.2 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF
 BK3092'A METAL WITNESS POST WITH A SMALL WHITE SIGN.  IT IS A
 BK3092'STANDARD DISK, STAMPED IOWA 2 1959, PROJECTING 6 INCHES.
 BK3092'
 BK3092'REFERENCE MARK NO. 3 IS 63.63 FEET SOUTH OF THE STATION,
 BK3092'1 FOOT EAST OF A FENCE LINE, 38 FEET WEST OF THE CENTERLINE
 BK3092'OF A GRAVELED ROAD, 62 FEET SOUTH OF A FENCE CORNER, AND
 BK3092'26 FEET SOUTH OF A TELEPHONE POLE.  IT IS A STANDARD DISK,
 BK3092'STAMPED IOWA 2 NO 3 1959, PROJECTING 6 INCHES.
 BK3092'
 BK3092'REFERENCE MARK NO. 4 IS 62.99 FEET WEST OF THE STATION, 1
 BK3092'FOOT NORTH OF A FENCE LINE, 260 FEET SOUTH OF THE CENTERLINE
 BK3092'OF THE INTERSTATE HIGHWAY RIGHT-OF-WAY, 121 FEET WEST OF
 BK3092'THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, AND 58 FEET
 BK3092'WEST OF A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED IOWA
 BK3092'2 NO 4 1959, PROJECTING 6 INCHES.
 BK3092'
 BK3092'LOUISIANA GEODETIC SURVEY TRAVERSE STATION 4194 WAS USED
 BK3092'AS THE AZIMUTH MARK FOR THE STATION.  IT IS 1303.4 FEET
 BK3092'(COMPUTED DISTANCE) SOUTH OF THE STATION AT THE FIRST CURVE
 BK3092'IN THE GRAVELED ROAD, 58 FEET SOUTH-SOUTHEAST OF THE CENTER
 BK3092'OF THE ROAD AT THE CURVE, 8 FEET NORTH OF A FENCE LINE, 1.5
 BK3092'FEET EAST OF A METAL WITNESS POST WITH A SMALL WHITE SIGN,
 BK3092'118 FEET EAST OF THE CENTER OF THE DRIVEWAY TO A SMALL WHITE
 BK3092'HOUSE SOUTH OF THE ROAD, AND 47 FEET WEST OF A POWER POLE.
 BK3092'IT IS A STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED
 BK3092'4194, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 BK3092'PROJECTING 4 INCHES.
 BK3092'
 BK3092'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CHARLES
 BK3092'GO EAST ON U.S. HIGHWAY 90 FOR 8.1 MILES TO A SIDE ROAD
 BK3092'LEFT, TURN LEFT AND GO NORTH FOR 0.7 MILE TO A T ROAD, TURN
 BK3092'RIGHT AND GO EAST FOR 0.25 MILE TO A CURVE IN THE HIGHWAY
 BK3092'AND THE AZIMUTH MARK ON THE RIGHT, TURN LEFT AND GO NORTH
 BK3092'FOR 0.25 MILE TO THE MARK ON THE LEFT AT THE SOUTH EDGE OF
 BK3092'THE INTERSTATE HIGHWAY.
 BK3092
 BK3092                          STATION RECOVERY (1961)
 BK3092
 BK3092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 BK3092'RECOVERED BY UNION TX NAT GAS.
 BK3092'
 BK3092'CONDITION GOOD.  DESCRIPTION ADEQUATE.
 BK3092
 BK3092                          STATION RECOVERY (1963)
 BK3092
 BK3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3092'THE STATION MARK, REFERENCE MARK 3 AND 4194 (L.G.S.) WERE
 BK3092'FOUND IN GOOD CONDITION.  REFERENCE MARK 4 WAS FOUND BUT
 BK3092'WAS TILTED SLIGHTLY AND MAY HAVE BEEN HIT BY MACHINERY.
 BK3092'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 3 AND 4
 BK3092'CHECKED.  THE TOWER COULD NOT BE ERECTED OVER THE STATION
 BK3092'BECAUSE OF AN OVERHEAD POWERLINE.  A REFERENCE MARK 5 WAS
 BK3092'ESTABLISHED WITH A SUB-SURFACE DISK, THE TOWER WAS ERECTED
 BK3092'OVER IT AND THE OBSERVATIONS TAKEN FROM THERE.
 BK3092'
 BK3092'THE FENCES AND FENCE CORNER MENTIONED IN THE PREVIOUS DESCRIPTION
 BK3092'ARE NO LONGER THERE.
 BK3092'
 BK3092'A COMPLETE NEW DESCRIPTION FOLLOWS--
 BK3092'
 BK3092'THE STATION IS ABOUT 8 MILES EAST OF LAKE CHARLES, ABOUT
 BK3092'4 MILES WEST OF IOWA, ABOUT 0.6 MILE NORTH OF THE SOUTHERN
 BK3092'PACIFIC RAILROAD TRACK, IN THE NORTHWEST 1/4 OF SEC. 27,
 BK3092'T. 9 S., R. 7 W., AND ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 BK3092'HIGHWAY 10.
 BK3092'
 BK3092'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 90 AND 171 IN
 BK3092'THE EAST EDGE OF LAKE CHARLES, GO EAST ON HIGHWAY 90 FOR
 BK3092'6.0 MILES TO A CROSSROAD JUST AFTER PASSING THE LOUISIANA
 BK3092'BOYS SCHOOL ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED
 BK3092'ROAD FOR 0.75 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST
 BK3092'ON A GRAVELED ROAD FOR 0.25 MILE TO A POINT WHERE THE GRAVELED
 BK3092'ROAD TURNS FROM EAST TO NORTH AND 4194 (L.G.S.) MARK ON
 BK3092'THE RIGHT.  FROM THIS POINT GO NORTH ON A GRAVELED ROAD
 BK3092'FOR 0.25 MILE TO A CROSSROAD AND THE STATION ON THE LEFT
 BK3092'JUST BEFORE REACHING INTERSTATE HIGHWAY 10.
 BK3092'
 BK3092'THE STATION MARK IS A STANDARD DISK STAMPED IOWA 2 1959
 BK3092'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES IN
 BK3092'DIAMETER AND PROJECTS 4 INCHES.  THE MARK IS 48 FEET SOUTH
 BK3092'OF THE WEST END OF A CONCRETE CULVERT, 32 FEET WEST OF THE
 BK3092'CENTERLINE OF A GRAVELED ROAD, 3 FEET SOUTHWEST OF A TELEPHONE
 BK3092'POLE AND 1 FOOT WEST OF A METAL WITNESS POST WITH A SMALL
 BK3092'WHITE SIGN.
 BK3092'
 BK3092'REFERENCE MARK 3 IS A STANDARD DISK STAMPED IOWA 2 NO 3
 BK3092'1959 SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES
 BK3092'IN DIAMETER AND PROJECTS 8 INCHES.  THE MARK IS 35 FEET
 BK3092'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 35 FEET SOUTH
 BK3092'OF A TELEPHONE POLE AND 15 FEET EAST OF A TWIN TRUNKED PINE
 BK3092'TREE.
 BK3092'
 BK3092'REFERENCE MARK 4 IS A STANDARD DISK STAMPED IOWA 2 NO 4
 BK3092'1959 SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES
 BK3092'IN DIAMETER AND PROJECTS 12 INCHES.  THE MARK IS 78 FEET
 BK3092'NORTHWEST OF THE TWIN TRUNKED PINE TREE, 66 FEET WEST OF A
 BK3092'TELEPHONE POLE, 95 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 BK3092'ROAD AND 12 FEET SOUTH OF THE CENTER OF A DITCH.
 BK3092'
 BK3092'REFERENCE MARK 5 IS A STANDARD DISK STAMPED IOWA 2 NO 5
 BK3092'1959 SET IN THE TOP OF A 12 INCH BY 12 INCH CONCRETE POST
 BK3092'WHICH IS 14 INCHES BELOW THE GROUND SURFACE.  THE SUB-SURFACE
 BK3092'MARK IS A STANDARD DISK STAMPED IOWA 2 NO 5 1959 SET IN
 BK3092'AN IRREGULAR MASS OF CONCRETE.
 BK3092'
 BK3092'THE MARK IS 99 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 BK3092'ROAD, 68 FEET WEST OF A TELEPHONE POLE, 62 FEET SOUTH OF
 BK3092'THE CENTER OF A DITCH AND 50 FEET WEST-NORTHWEST OF A TWIN
 BK3092'TRUNKED PINE TREE.
 BK3092'
 BK3092'4194 (L.G.S.) IS A LOUISIANA GEODETIC SURVEY TRAVERSE STATION
 BK3092'STAMPED 4194 SET IN THE TOP OF A 5 INCH BY 5 INCH CONCRETE
 BK3092'POST WHICH PROJECTS 2 INCHES.  THE MARK IS 59 FEET SOUTH-SOUTHEAST
 BK3092'OF THE CENTERLINE OF A GRAVELED ROAD, 46 FEET WEST OF POWER
 BK3092'POLE NO. 6, 8 FEET NORTH OF A FENCE LINE AND 1 FOOT EAST
 BK3092'OF A STANDARD METAL WITNESS POST.
 BK3092
 BK3092                          STATION RECOVERY (1965)
 BK3092
 BK3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLB)
 BK3092'THE STATION WAS FOUND AS DESCRIBED.  THE 1959 RECOVERY NOTE
 BK3092'IS ADEQUATE.
 BK3092
 BK3092                          STATION RECOVERY (1969)
 BK3092
 BK3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BK3092'THE STATION WAS VISITED 5-13-69 AND THE STATION, R.M. NO.
 BK3092'3, NO. 4 NO. 5 AND 4194 (LGS) WERE FOUND IN GOOD CONDITION.
 BK3092'THE STATION AND R.M. NO. 3 WERE REQUESTED MOVED AT THIS
 BK3092'DATE DUE TO ROAD CONSTRUCTION.  REFERENCE MARK NO. 5 WAS
 BK3092'HELD AS THE STATION SINCE IT HAD BEEN OCCUPIED IN 1963 AS
 BK3092'A STATION AND HAD AN UNDERGROUND MARK.  AN ADDITIONAL SURFACE
 BK3092'MARK WAS ESTABLISHED OVER THE REFERENCE MARK DISK, THE STATION
 BK3092'NOW HAVING TWO UNDERGROUND DISKS.  REFERENCE MARK NO. 6
 BK3092'WAS ESTABLISHED AT THIS DATE.  REFERENCE MARK NO. 6 WAS
 BK3092'ESTABLISHED AT THIS DATE.  THE SUB-SURFACE MARK FOR THE
 BK3092'STATION MAY BE LEFT AFTER THE ROAD CONSTRUCTION
 BK3092'
 BK3092'SEE DESCRIPTION FOR IOWA 2 R.M. NO 5 1959 1969
 BK3092'
 BK3092'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BK3092'WEST OF IOWA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1428 ***********************************************************************
 BK1428  DESIGNATION -  IOWA 2 RM 5 RESET
 BK1428  PID         -  BK1428
 BK1428  STATE/COUNTY-  LA/CALCASIEU
 BK1428  USGS QUAD   -  IOWA (1994)
 BK1428
 BK1428                         *CURRENT SURVEY CONTROL
 BK1428  ___________________________________________________________________
 BK1428* NAD 83(1992)-  30 14 49.17119(N)    093 04 36.78075(W)     ADJUSTED  
 BK1428* NAVD 88     -         5.75   (+/-2cm)      18.9  **(feet)  VERTCON   
 BK1428  **This station is located in a subsidence area (see below).
 BK1428  ___________________________________________________________________
 BK1428  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK1428  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK1428
 BK1428  HORZ ORDER  -  SECOND
 BK1428  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1428
 BK1428.The horizontal coordinates were established by classical geodetic methods
 BK1428.and adjusted by the National Geodetic Survey in January 1993..
 BK1428
 BK1428 ** The orthometric height has not been validated since last determined
 BK1428 ** by differential leveling and should not be used for control purposes.
 BK1428 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1428 ** area with valid NAVD 88 orthometric heights.
 BK1428 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1428 ** epoch indicated which incorporates improved geoid heights for the
 BK1428 ** Southern Louisiana Subsidence area.
 BK1428 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1428.The vertical order pertains to the NGVD 29 superseded value.
 BK1428
 BK1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1428
 BK1428.The geoid height was determined by GEOID03.
 BK1428
 BK1428;                    North         East     Units Scale Factor Converg.
 BK1428;SPC LA S     -   194,921.216   832,206.872   MT  0.99993493   -0 52 18.5
 BK1428;SPC LA S     -   639,504.02  2,730,332.05   sFT  0.99993493   -0 52 18.5
 BK1428;UTM  15      - 3,346,157.081   492,603.191   MT  0.99960067   -0 02 19.4
 BK1428
 BK1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1428!SPC LA S     -   1.00000338  x   0.99993493  =   0.99993831
 BK1428!UTM  15      -   1.00000338  x   0.99960067  =   0.99960405
 BK1428
 BK1428|---------------------------------------------------------------------|
 BK1428| PID    Reference Object                     Distance      Geod. Az  |
 BK1428|                                                           dddmmss.s |
 BK1428| BK1429 IOWA 2 RM 4                          15.233 METERS 00207     |
 BK1428| BK3092 IOWA 2                               25.031 METERS 05210     |
 BK1428| BK1427 IOWA 2 RM 6                          14.538 METERS 09241     |
 BK1428| CV7781 IOWA 2 RM 3                          19.161 METERS 10204     |
 BK1428| BK1426 4194                                382.878 METERS 17550     |
 BK1428| BK3097 IOWA MOTOROLA COMMUN RAD MAST       370.226 METERS 21119     |
 BK1428| BK3087 IOWA LAYNE WELLS CO MICROWAVE       APPROX. 0.9 KM 2414122.0 |
 BK1428|---------------------------------------------------------------------|
 BK1428
 BK1428                          SUPERSEDED SURVEY CONTROL
 BK1428
 BK1428  NAD 83(1986)-  30 14 49.19233(N)    093 04 36.77404(W) AD(       ) 2
 BK1428  NAD 27      -  30 14 48.44779(N)    093 04 36.22938(W) AD(       ) 2
 BK1428  NGVD 29 (??/??/??)    5.724  (m)           18.78   (f) ADJUSTED    1 1
 BK1428
 BK1428.Superseded values are not recommended for survey control.
 BK1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1428.See file dsdata.txt to determine how the superseded data were derived.
 BK1428
 BK1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9260346157(NAD 83)
 BK1428_MARKER: DR = REFERENCE MARK DISK
 BK1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1428_STAMPING: IOWA 2 RM NO 5 1959 1969
 BK1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1428+STABILITY: SURFACE MOTION
 BK1428
 BK1428  HISTORY     - Date     Condition        Report By
 BK1428  HISTORY     - 1963     MONUMENTED       CGS
 BK1428  HISTORY     - 1969     GOOD             CGS
 BK1428  HISTORY     - 1972     GOOD             NGS
 BK1428  HISTORY     - 1972     GOOD             NGS
 BK1428  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1428
 BK1428                          STATION DESCRIPTION
 BK1428
 BK1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK1428'THE STATION IS ABOUT 8 MILES EAST OF LAKE CHARLES, ABOUT
 BK1428'4 MILES WEST OF IOWA, ABOUT 0.6 MILE NORTH OF THE SOUTHERN
 BK1428'PACIFIC RAILROAD TRACK, IN THE NORTHWEST 1/4 OF SEC. 27,
 BK1428'T. 9 S., R. 7 W., AND ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 BK1428'HIGHWAY 10.
 BK1428'
 BK1428'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 90 AND 171 IN THE
 BK1428'EAST EDGE OF LAKE CHARLES, GO EAST ON HIGHWAY 90 FOR 6.0
 BK1428'MILES TO A CROSSROAD JUST AFTER PASSING THE LOUISIANA BOYS
 BK1428'SCHOOL ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD
 BK1428'FOR 0.75 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON A
 BK1428'GRAVELED ROAD FOR 0.25 MILE TO A POINT WHERE THE GRAVELED
 BK1428'ROAD TURNS FROM EAST TO NORTH AND 4194 (L.G.S.) MARK ON THE
 BK1428'RIGHT.  FROM THIS POINT GO NORTH ON A GRAVELED ROAD FOR 0.25
 BK1428'MILE TO A CROSSROAD AND THE STATION ON THE LEFT JUST BEFORE
 BK1428'REACHING INTERSTATE HIGHWAY 10.
 BK1428'
 BK1428'THE STATION MARK IS A STANDARD DISK STAMPED IOWA 2 NO 5
 BK1428'1959 SET IN THE TOP OF A 12 INCH BY 12 INCH CONCRETE POST
 BK1428'WHICH IS 14 INCHES BELOW THE GROUND SURFACE.  THE SUB-SURFACE
 BK1428'DISK IS A STANDARD DISK STAMPED IOWA 2 NO 5 1959 SET IN AN
 BK1428'IRREGULAR MASS OF CONCRETE.  THE MARK IS 99 FEET WEST OF THE
 BK1428'CENTERLINE OF THE GRAVELED ROAD, 68 FEET WEST OF A TELEPHONE
 BK1428'POLE, 62 FEET SOUTH OF THE CENTER OF A DITCH AND 50 FEET
 BK1428'WEST-NORTHWEST OF A TWIN TRUNKED PINE TREE.
 BK1428'
 BK1428'REFERENCE MARK 3 IS A STANDARD DISK STAMPED IOWA 2 NO 3
 BK1428'1959 SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES
 BK1428'IN DIAMETER AND PROJECTS 8 INCHES.  THE MARK IS 35 FEET WEST OF
 BK1428'THE CENTERLINE OF THE GRAVELED ROAD, 35 FEET SOUTH OF A
 BK1428'TELEPHONE POLE AND 15 FEET EAST OF THE TWIN TRUNKED PINE
 BK1428'TREE.
 BK1428'
 BK1428'REFERENCE MARK 4 IS A STANDARD DISK STAMPED IOWA 2 NO 4 1959
 BK1428'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES
 BK1428'IN DIAMETER AND PROJECTS 12 INCHES.  THE MARK IS 78 FEET
 BK1428'NORTHWEST OF THE TWIN TRUNKED PINE TREE, 66 FEET WEST OF
 BK1428'A TELEPHONE POLE, 95 FEET WEST OF THE CENTERLINE OF THE
 BK1428'GRAVELED ROAD AND 12 FEET SOUTH OF THE CENTER OF A DITCH.
 BK1428'
 BK1428'4194 (L.G.S.) IS A LOUISIANA GEODETIC SURVEY TRAVERSE STATION
 BK1428'STAMPED 4194 SET IN THE TOP OF A 5 INCH BY 5 INCH CONCRETE
 BK1428'POST WHICH PROJECTS 2 INCHES.  THE MARK IS 59 FEET SOUTH-SOUTHEAST
 BK1428'OF THE CENTERLINE OF A GRAVELED ROAD, 46 FEET WEST OF POWER
 BK1428'POLE NO. 6, 8 FEET NORTH OF A FENCE LINE AND 1 FOOT EAST OF
 BK1428'A STANDARD METAL WITNESS POST.
 BK1428'
 BK1428'IOWA 2 IS A STANDARD DISK STAMPED IOWA 2 1959 SET IN THE
 BK1428'TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES IN DIAMETER
 BK1428'WHICH PROJECTS 4 INCHES.  THE MARK IS 48 FEET SOUTH OF THE
 BK1428'WEST END OF A CONCRETE CULVERT, 32 FEET WEST OF THE CENTERLINE
 BK1428'OF A GRAVELED ROAD, 3 FEET SOUTHWEST OF A TELEPHONE POLE AND
 BK1428'1 FOOT WEST OF A METAL WITNESS POST WITH A SMALL WHITE SIGN.
 BK1428'
 BK1428'HEIGHT OF LIGHT ABOVE STATION MARK 34.37 METERS.
 BK1428
 BK1428                          STATION RECOVERY (1969)
 BK1428
 BK1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BK1428'THE STATION IS LOCATED ABOUT 8.0 MILES EAST OF LAKE CHARLES
 BK1428'AND 4 MILES WEST OF IOWA, 0.6 MILE NORTH OF THE SOUTHERN
 BK1428'PACIFIC RAILROAD TRACKS, IN THE NORTHWEST 1/4 OF SEC. 27
 BK1428'T7N, R 7W.  IT IS 93 FEET WEST OF THE CENTER OF A BLACK TOP
 BK1428'ROAD, , 50 FEET WEST-NORTHWEST OF A TWIN TRUNKED TREE, 130
 BK1428'FEET SOUTH OF THE CENTERLINE OF THE FRONTAGE ROAD AND 2
 BK1428'FEET SOUTH OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 BK1428'STATION DISK STAMPED IOWA 2 BO 5 1963 1969, PROJECTS 4 INCHES.
 BK1428'THERE ARE TWO SUB-SURFACE MARKS, THE FIRST
 BK1428'BEING 15 INCHES BELOW THE GROUND.
 BK1428'
 BK1428'REFERENCE MARK NO. 4 IS 49.97 FEET NORTH OF THE STATION,
 BK1428'78 FEET NORTHWEST OF A TWIN PINE TREE, 96.6 FEET WEST OF
 BK1428'THE CENTERLINE OF A NORTH-SOUTH ROAD, 80.5 FEET SOUTH OF
 BK1428'THE CENTERLINE OF THE FRONTAGE ROAD.  AND 1 FOOT WEST OF A
 BK1428'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 BK1428'IOWA 2 NO 4 1959, PROJECTING 12 INCHES.
 BK1428'
 BK1428'REFERENCE MARK NO. 6 IS 47.69 FEET EAST OF THE STATION, 22
 BK1428'FEET SOUTH OF A 2-FOOT PINE TREE, 12.5 FEET NORTH OF A
 BK1428'2-FOOT FORKED PINE TREE, 43 FEET WEST OF THE CENTERLINE OF
 BK1428'THE ROAD, 133 FEET SOUTH OF THE CENTER LINE OF THE FRONTAGE
 BK1428'ROAD ON I-10, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 BK1428'IS A REFERENCE MARK DISK, STAMPED IOWA 2 NO 6 1959 1969,
 BK1428'PROJECTING 4 INCHES.
 BK1428'
 BK1428'THE AZIMUTH MARK (4194 (LGS) ) IS 0.25 MILE SOUTH OF THE
 BK1428'STATION, AT THE FIRST CURVE SOUTH OF THE STATION, 8 FEET NORTH
 BK1428'OF AN EAST-WEST FENCE LINE, 60 FEET SOUTHEAST OF THE CENTERLINE
 BK1428'OF THE ROAD, IN A CURVE, 1.5 FEET WEST OF A METAL WITNESS
 BK1428'POST, 118 FEET EAST OF THE CENTERLINE OF THE HOUSE, 46 FEET
 BK1428'WEST OF A T FENCE CORNER.  IT IS AN LOUISIANA GEODETIC SURVEY
 BK1428'DISK STAMPED 4194, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BK1428'POST PROJECTING 6 INCHES.
 BK1428'
 BK1428'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CHARLES,
 BK1428'GO EAST ON U.S. HIGHWAY 90 FOR 8.1 MILES TO A SIDE ROAD LEFT,
 BK1428'TURN LEFT AND GO NORTH FOR 0.7 MILES TO A T ROAD, TURN RIGHT
 BK1428'AND GO EAST FOR 0.25 MILE TO A CURVE IN THE HIGHWAY AND
 BK1428'4194 (LGS) ON THE RIGHT, TURN LEFT AND GO NORTH FOR 0.25
 BK1428'MILE TO THE STATION ON THE LEFT, JUST BEFORE REACHING I-10.
 BK1428'
 BK1428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BK1428'WEST OF IOWA.
 BK1428
 BK1428                          STATION RECOVERY (1972)
 BK1428
 BK1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 BK1428'THE STATION MARK (IOWA 2 R.M. 5), R.M. 4, R.M. 6 AND 4194
 BK1428'(LA. GEOD. S.) WERE ALL RECOVERED IN GOOD CONDITION.  THE
 BK1428'STATION IS REACHED BY GOING ABOUT 4.05 MILES WEST ALONG
 BK1428'U.S. HIGHWAY 90 FROM THE JUNCTION OF STATE HIGHWAY 383 AT
 BK1428'IOWA, THENCE ABOUT 0.75 MILE NORTH ALONG A PAVED ROAD, THENCE
 BK1428'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 27 TO JUNCTION
 BK1428'WITH PAVED ROAD LEADING WEST, 93-1/2 FEET WEST OF THE CENTER
 BK1428'LINE OF STATE HIGHWAY 27, 131 FEET SOUTH OF THE CENTER LINE
 BK1428'OF THE PAVED ROAD LEADING WEST, 112 FEET SOUTHWEST OF THE
 BK1428'WEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, ABOUT
 BK1428'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BK1428'POST PROJECTING 2 INCHES.  THE MARK IS STAMPED IOWA 2 R.M.
 BK1428'NO 5 1959 1969.
 BK1428'
 BK1428'IOWA 2 R.M. 4 IS 50 FEET NORTH OF THE STATION MARK, 93 FEET
 BK1428'WEST OF THE CENTER LINE OF STATE HIGHWAY 27, 81 FEET SOUTH
 BK1428'OF THE CENTER LINE OF THE PAVED ROAD LEADING WEST, 70 FEET
 BK1428'SOUTHWEST OF THE WEST END OF A 24-INCH CORRUGATED METAL PIPE
 BK1428'CULVERT, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BK1428'CONCRETE POST PROJECTING 14 INCHES ABOVE THE LEVEL OF THE
 BK1428'GROUND AND LEANING SLIGHTLY TO THE WEST BUT SOLID IN THE
 BK1428'GROUND.  THE MARK IS STAMPED IOWA 2 NO 4 1959.
 BK1428'
 BK1428'IOWA 2 R.M. 6 IS 47.7 FEET EAST OF THE STATION MARK, 46
 BK1428'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 27, 133 FEET
 BK1428'SOUTH OF THE CENTER LINE OF PAVED ROAD LEADING WEST, 13-1/2
 BK1428'FEET NORTH OF A 26-INCH PINE TREE, 1 FOOT NORTH OF A METAL WITNESS
 BK1428'POST, LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BK1428'POST PROJECTING 4 INCHES.  THE MARK IS STAMPED IOWA 2 NO
 BK1428'6 1959 1969.
 BK1428'
 BK1428'4194 (LA. GEOD. S.) SERVES AS THE AZIMUTH MARK AND IS ABOUT
 BK1428'0.25 MILE SOUTH ALONG STATE HIGHWAY 27 FROM THE STATION,
 BK1428'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH
 BK1428'AND WEST, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BK1428'118 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE, 44
 BK1428'FEET WEST OF A POWER POLE WITH TWO GUY WIRES, 1 FOOT EAST
 BK1428'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 BK1428'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BK1428'1 FOOT.  THE MARK IS STAMPED 4194.  THE MICROWAVE TOWER
 BK1428'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED.  THE
 BK1428'1970 REPORT ON THIS MARK INDICATES THE MARK IN 1970 AS
 BK1428'PROJECTING 4 INCHES ABOVE THE GROUND.
 BK1428'
 BK1428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.30
 BK1428'MILES NORTHWEST.
 BK1428
 BK1428                          STATION RECOVERY (1972)
 BK1428
 BK1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1428'5.3 MI NW FROM IOWA.
 BK1428'ABOUT 4.05 MILES WEST ALONG U. S. HIGHWAY 90 FROM THE JUNCTION OF
 BK1428'STATE HIGHWAY 383 AT IOWA, THENCE ABOUT 0.75 MILE NORTH ALONG A PAVED
 BK1428'ROAD, THENCE ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 27, AT THE
 BK1428'JUNCTION OF A PAVED ROAD LEADING WEST, 131 FEET SOUTH OF THE CENTER
 BK1428'LINE OF ROAD LEADING WEST, 93 1/2 FEET WEST OF THE CENTER LINE OF THE
 BK1428'HIGHWAY, IN A SMALL GROVE OF PINE TREES, 112.0 FEET SOUTHWEST OF THE
 BK1428'WEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 1.4 FEET SOUTH OF
 BK1428'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 BK1428'OF A CONCRETE POST PROJECTING 2 INCHES.  SEC 27, T 9S, R 7W.
 BK1428
 BK1428                          STATION RECOVERY (1988)
 BK1428
 BK1428'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3094 ***********************************************************************
 BK3094  DESIGNATION -  IOWA FAA PERIPHRAL SITE SW MST
 BK3094  PID         -  BK3094
 BK3094  STATE/COUNTY-  LA/CALCASIEU
 BK3094  USGS QUAD   -  IOWA (1994)
 BK3094
 BK3094                         *CURRENT SURVEY CONTROL
 BK3094  ___________________________________________________________________
 BK3094* NAD 83(1992)-  30 13 00.52705(N)    093 00 41.74928(W)     ADJUSTED  
 BK3094* NAVD 88     -                                                        
 BK3094  **This station is located in a subsidence area (see below).
 BK3094  ___________________________________________________________________
 BK3094  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK3094  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK3094
 BK3094  HORZ ORDER  -  THIRD
 BK3094
 BK3094.The horizontal coordinates were established by classical geodetic methods
 BK3094.and adjusted by the National Geodetic Survey in January 1993..
 BK3094
 BK3094 ** The orthometric height has not been validated since last determined
 BK3094 ** by differential leveling and should not be used for control purposes.
 BK3094 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3094 ** area with valid NAVD 88 orthometric heights.
 BK3094 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3094 ** epoch indicated which incorporates improved geoid heights for the
 BK3094 ** Southern Louisiana Subsidence area.
 BK3094 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3094
 BK3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3094
 BK3094.The geoid height was determined by GEOID03.
 BK3094
 BK3094;                    North         East     Units Scale Factor Converg.
 BK3094;SPC LA S     -   191,482.461   838,440.365   MT  0.99993282   -0 50 21.0
 BK3094;SPC LA S     -   628,222.04  2,750,783.10   sFT  0.99993282   -0 50 21.0
 BK3094;UTM  15      - 3,342,810.451   498,883.933   MT  0.99960002   -0 00 21.0
 BK3094
 BK3094                          SUPERSEDED SURVEY CONTROL
 BK3094
 BK3094  NAD 83(1986)-  30 13 00.54849(N)    093 00 41.74310(W) AD(       ) 4
 BK3094  NAD 27      -  30 12 59.79754(N)    093 00 41.20420(W) AD(       ) 3
 BK3094
 BK3094.Superseded values are not recommended for survey control.
 BK3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3094.See file dsdata.txt to determine how the superseded data were derived.
 BK3094
 BK3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9888442810(NAD 83)
 BK3094_MARKER: 41 = ANTENNA MAST
 BK3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3094+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 BK3094
 BK3094  HISTORY     - Date     Condition        Report By
 BK3094  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK3094  HISTORY     - 19971115 GOOD             USPSQD
 BK3094  HISTORY     - 20021102 GOOD             USPSQD
 BK3094  HISTORY     - 20040831 GOOD             USPSQD
 BK3094
 BK3094                          STATION DESCRIPTION
 BK3094
 BK3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3094'LOCATED ONE MILE SOUTH OF THE SMALL TOWN OF IOWA, 0.8 MILE
 BK3094'SOUTH OF U.S. HIGHWAY 90, IN THE SOUTHEAST CORNER OF SEC.
 BK3094'31.  T. 9 S..  R. 6 W.  IT IS A THREE LEGGED STEEL STRUCTURE
 BK3094'CONSTRUCTED OF ANGLE IRON, PAINTED SILVER, APPROXIMATELY
 BK3094'35 FEET HIGH.  IT HAS A PLATFORM WITH RAILING AND THREE
 BK3094'ANTENNAE AT THE APEX.  THE INTERSECTING POINT WAS THE TOP
 BK3094'OF THE CENTER ANTENNA.
 BK3094
 BK3094                          STATION RECOVERY (1997)
 BK3094
 BK3094'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3094'RECOVERED IN GOOD CONDITION.
 BK3094
 BK3094                          STATION RECOVERY (2002)
 BK3094
 BK3094'RECOVERY NOTE BY US POWER SQUADRON 2002 (CPM)
 BK3094'RECOVERED IN GOOD CONDITION.
 BK3094
 BK3094                          STATION RECOVERY (2004)
 BK3094
 BK3094'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3096 ***********************************************************************
 BK3096  DESIGNATION -  IOWA FAA PERIPHRAL SITE NE MST
 BK3096  PID         -  BK3096
 BK3096  STATE/COUNTY-  LA/CALCASIEU
 BK3096  USGS QUAD   -  IOWA (1994)
 BK3096
 BK3096                         *CURRENT SURVEY CONTROL
 BK3096  ___________________________________________________________________
 BK3096* NAD 83(1992)-  30 13 01.27268(N)    093 00 40.77965(W)     ADJUSTED  
 BK3096* NAVD 88     -                                                        
 BK3096  **This station is located in a subsidence area (see below).
 BK3096  ___________________________________________________________________
 BK3096  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK3096  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK3096
 BK3096  HORZ ORDER  -  THIRD
 BK3096
 BK3096.The horizontal coordinates were established by classical geodetic methods
 BK3096.and adjusted by the National Geodetic Survey in January 1993..
 BK3096
 BK3096 ** The orthometric height has not been validated since last determined
 BK3096 ** by differential leveling and should not be used for control purposes.
 BK3096 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3096 ** area with valid NAVD 88 orthometric heights.
 BK3096 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3096 ** epoch indicated which incorporates improved geoid heights for the
 BK3096 ** Southern Louisiana Subsidence area.
 BK3096 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3096
 BK3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3096
 BK3096.The geoid height was determined by GEOID03.
 BK3096
 BK3096;                    North         East     Units Scale Factor Converg.
 BK3096;SPC LA S     -   191,505.037   838,466.628   MT  0.99993283   -0 50 20.5
 BK3096;SPC LA S     -   628,296.11  2,750,869.26   sFT  0.99993283   -0 50 20.5
 BK3096;UTM  15      - 3,342,833.399   498,909.856   MT  0.99960001   -0 00 20.5
 BK3096
 BK3096                          SUPERSEDED SURVEY CONTROL
 BK3096
 BK3096  NAD 83(1986)-  30 13 01.29418(N)    093 00 40.77346(W) AD(       ) 4
 BK3096  NAD 27      -  30 13 00.54287(N)    093 00 40.23361(W) AD(       ) 3
 BK3096
 BK3096.Superseded values are not recommended for survey control.
 BK3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3096.See file dsdata.txt to determine how the superseded data were derived.
 BK3096
 BK3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9891042833(NAD 83)
 BK3096_MARKER: 41 = ANTENNA MAST
 BK3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3096+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 BK3096
 BK3096  HISTORY     - Date     Condition        Report By
 BK3096  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK3096  HISTORY     - 19971115 GOOD             USPSQD
 BK3096  HISTORY     - 20021102 GOOD             USPSQD
 BK3096  HISTORY     - 20040831 GOOD             USPSQD
 BK3096
 BK3096                          STATION DESCRIPTION
 BK3096
 BK3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3096'LOCATED ONE MILE SOUTH OF THE SMALL TOWN OF IOWA, 0.8 MILE
 BK3096'SOUTH OF U.S. HIGHWAY 90, IN THE SOUTHEAST CORNER OF SEC.
 BK3096'31.  T. 9 S..  R. 6 W.  IT IS A THREE LEGGED STEEL STRUCTURE
 BK3096'CONSTRUCTED OF ANGLE IRON, PAINTED SILVER, APPROXIMATELY
 BK3096'35 FEET HIGH.  IT HAS A PLATFORM WITH RAILING AND THREE
 BK3096'ANTENNAE AT THE APEX.  THE INTERSECTING POINT WAS THE TOP
 BK3096'OF THE CENTER ANTENNA.
 BK3096
 BK3096                          STATION RECOVERY (1997)
 BK3096
 BK3096'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3096'RECOVERED IN GOOD CONDITION.
 BK3096
 BK3096                          STATION RECOVERY (2002)
 BK3096
 BK3096'RECOVERY NOTE BY US POWER SQUADRON 2002 (CPM)
 BK3096'RECOVERED IN GOOD CONDITION.
 BK3096
 BK3096                          STATION RECOVERY (2004)
 BK3096
 BK3096'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3087 ***********************************************************************
 BK3087  DESIGNATION -  IOWA LAYNE WELLS CO MICROWAVE
 BK3087  PID         -  BK3087
 BK3087  STATE/COUNTY-  LA/CALCASIEU
 BK3087  USGS QUAD   -  IOWA (1994)
 BK3087
 BK3087                         *CURRENT SURVEY CONTROL
 BK3087  ___________________________________________________________________
 BK3087* NAD 83(1992)-  30 14 35.10105(N)    093 05 06.86201(W)     ADJUSTED  
 BK3087* NAVD 88     -                                                        
 BK3087  **This station is located in a subsidence area (see below).
 BK3087  ___________________________________________________________________
 BK3087  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BK3087  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK3087
 BK3087  HORZ ORDER  -  THIRD
 BK3087
 BK3087.The horizontal coordinates were established by classical geodetic methods
 BK3087.and adjusted by the National Geodetic Survey in January 1993..
 BK3087
 BK3087 ** The orthometric height has not been validated since last determined
 BK3087 ** by differential leveling and should not be used for control purposes.
 BK3087 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3087 ** area with valid NAVD 88 orthometric heights.
 BK3087 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3087 ** epoch indicated which incorporates improved geoid heights for the
 BK3087 ** Southern Louisiana Subsidence area.
 BK3087 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3087
 BK3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3087
 BK3087.The geoid height was determined by GEOID03.
 BK3087
 BK3087;                    North         East     Units Scale Factor Converg.
 BK3087;SPC LA S     -   194,500.291   831,396.169   MT  0.99993464   -0 52 33.5
 BK3087;SPC LA S     -   638,123.04  2,727,672.26   sFT  0.99993464   -0 52 33.5
 BK3087;UTM  15      - 3,345,724.559   491,798.961   MT  0.99960083   -0 02 34.6
 BK3087
 BK3087                          SUPERSEDED SURVEY CONTROL
 BK3087
 BK3087  NAD 83(1986)-  30 14 35.12228(N)    093 05 06.85509(W) AD(       ) 4
 BK3087  NAD 27      -  30 14 34.37833(N)    093 05 06.31012(W) AD(       ) 3
 BK3087
 BK3087.Superseded values are not recommended for survey control.
 BK3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3087.See file dsdata.txt to determine how the superseded data were derived.
 BK3087
 BK3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9179945725(NAD 83)
 BK3087_MARKER: 44 = MICROWAVE MAST
 BK3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3087+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 BK3087
 BK3087  HISTORY     - Date     Condition        Report By
 BK3087  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK3087  HISTORY     - 20040831 GOOD             USPSQD
 BK3087
 BK3087                          STATION DESCRIPTION
 BK3087
 BK3087'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3087'THE STATION IS LOCATED ON HIGHWAY 1092 NEAR BOYS VILLAGE
 BK3087'ROAD.  IT IS PAINTED ORANGE AND WHITE WITH RED OBSTRUCTION
 BK3087'SIGHT AND ANTENNA ON THE TOP AND IS 289 FEET HIGH.  THE POINT
 BK3087'INTERSECTED WAS THE TOP CENTER.
 BK3087
 BK3087                          STATION RECOVERY (2004)
 BK3087
 BK3087'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3097 ***********************************************************************
 BK3097  DESIGNATION -  IOWA MOTOROLA COMMUN RAD MAST
 BK3097  PID         -  BK3097
 BK3097  STATE/COUNTY-  LA/CALCASIEU
 BK3097  USGS QUAD   -  IOWA (1994)
 BK3097
 BK3097                         *CURRENT SURVEY CONTROL
 BK3097  ___________________________________________________________________
 BK3097* NAD 83(1992)-  30 14 38.90022(N)    093 04 43.97883(W)     ADJUSTED  
 BK3097* NAVD 88     -                                                        
 BK3097  **This station is located in a subsidence area (see below).
 BK3097  ___________________________________________________________________
 BK3097  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BK3097  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3097
 BK3097  HORZ ORDER  -  THIRD
 BK3097
 BK3097.The horizontal coordinates were established by classical geodetic methods
 BK3097.and adjusted by the National Geodetic Survey in January 1993..
 BK3097
 BK3097 ** The orthometric height has not been validated since last determined
 BK3097 ** by differential leveling and should not be used for control purposes.
 BK3097 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3097 ** area with valid NAVD 88 orthometric heights.
 BK3097 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3097 ** epoch indicated which incorporates improved geoid heights for the
 BK3097 ** Southern Louisiana Subsidence area.
 BK3097 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3097
 BK3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3097
 BK3097.The geoid height was determined by GEOID03.
 BK3097
 BK3097;                    North         East     Units Scale Factor Converg.
 BK3097;SPC LA S     -   194,607.924   832,009.648   MT  0.99993472   -0 52 22.1
 BK3097;SPC LA S     -   638,476.16  2,729,684.99   sFT  0.99993472   -0 52 22.1
 BK3097;UTM  15      - 3,345,841.060   492,410.607   MT  0.99960071   -0 02 23.0
 BK3097
 BK3097                          SUPERSEDED SURVEY CONTROL
 BK3097
 BK3097  NAD 83(1986)-  30 14 38.92149(N)    093 04 43.97200(W) AD(       ) 4
 BK3097  NAD 27      -  30 14 38.17686(N)    093 04 43.42748(W) AD(       ) 3
 BK3097
 BK3097.Superseded values are not recommended for survey control.
 BK3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3097.See file dsdata.txt to determine how the superseded data were derived.
 BK3097
 BK3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9241145841(NAD 83)
 BK3097_MARKER: 44 = MICROWAVE MAST
 BK3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3097+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 BK3097
 BK3097  HISTORY     - Date     Condition        Report By
 BK3097  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK3097  HISTORY     - 19971115 GOOD             USPSQD
 BK3097  HISTORY     - 20040831 GOOD             USPSQD
 BK3097
 BK3097                          STATION DESCRIPTION
 BK3097
 BK3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3097'THE STATION IS LOCATED ON HIGHWAY 1092 NEAR BOYS VILLAGE ROAD.
 BK3097'THE MAST IS PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS,
 BK3097'AND HAS A RED LIGHT ON THE TOP AND IS 309 FEET HIGH.  IT
 BK3097'HAS A ANTENNA ON THE TOP.  THE INTERSECTING POINT WAS THE
 BK3097'TOP CENTER.
 BK3097
 BK3097                          STATION RECOVERY (1997)
 BK3097
 BK3097'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3097'RECOVERED IN GOOD CONDITION.
 BK3097
 BK3097                          STATION RECOVERY (2004)
 BK3097
 BK3097'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0492 ***********************************************************************
 CQ0492  DESIGNATION -  IP 11 LAGS
 CQ0492  PID         -  CQ0492
 CQ0492  STATE/COUNTY-  LA/OUACHITA
 CQ0492  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0492
 CQ0492                         *CURRENT SURVEY CONTROL
 CQ0492  ___________________________________________________________________
 CQ0492* NAD 83(1986)-  32 29 55.     (N)    092 06 58.     (W)     SCALED    
 CQ0492* NAVD 88     -        24.67   (+/-2cm)      80.9    (feet)  VERTCON   
 CQ0492  ___________________________________________________________________
 CQ0492  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0492
 CQ0492  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0492
 CQ0492.The horizontal coordinates were scaled from a topographic map and have
 CQ0492.an estimated accuracy of +/- 6 seconds.
 CQ0492
 CQ0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0492.The vertical order pertains to the NGVD 29 superseded value.
 CQ0492
 CQ0492.The geoid height was determined by GEOID03.
 CQ0492
 CQ0492;                    North         East    Units  Estimated Accuracy
 CQ0492;SPC LA N     -   221,660.    1,036,080.      MT  (+/- 180 meters Scaled)
 CQ0492
 CQ0492                          SUPERSEDED SURVEY CONTROL
 CQ0492
 CQ0492  NGVD 29 (??/??/??)   24.719  (m)           81.10   (f) ADJUSTED    1 2
 CQ0492
 CQ0492.Superseded values are not recommended for survey control.
 CQ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0492.See file dsdata.txt to determine how the superseded data were derived.
 CQ0492
 CQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR830960(NAD 83)
 CQ0492_MARKER: DD = SURVEY DISK
 CQ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0492_STAMPING: I-P-11
 CQ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0492+STABILITY: SURFACE MOTION
 CQ0492
 CQ0492  HISTORY     - Date     Condition        Report By
 CQ0492  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0492  HISTORY     - 1966     GOOD             CGS
 CQ0492  HISTORY     - 1990     GOOD             USPSQD
 CQ0492  HISTORY     - 1991     GOOD             USPSQD
 CQ0492  HISTORY     - 20030301 GOOD             USPSQD
 CQ0492
 CQ0492                          STATION DESCRIPTION
 CQ0492
 CQ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0492'0.85 MI SW FROM MONROE.
 CQ0492'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0492'STATION AT MONROE, THENCE 0.25 MILE SOUTH ALONG SOUTH GRAND STREET, IN
 CQ0492'SECTION 36, T 18 N, R 3 E, AT THE SOUTH CORNER OF THE COURTHOUSE LAWN,
 CQ0492'118 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE COURTHOUSE, 32
 CQ0492'FEET SOUTHEAST OF A 30-INCH LIVE OAK TREE, 11 FEET NORTHWEST OF THE
 CQ0492'NORTHWEST EDGE OF A SIDEWALK ALONG OAK STREET, 7 FEET NORTHEAST OF THE
 CQ0492'NORTHEAST EDGE OF A SIDEWALK ALONG SOUTH GRAND STREET, AND SET IN THE
 CQ0492'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ0492
 CQ0492                          STATION RECOVERY (1990)
 CQ0492
 CQ0492'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0492'RECOVERED IN GOOD CONDITION.
 CQ0492
 CQ0492                          STATION RECOVERY (1991)
 CQ0492
 CQ0492'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0492'RECOVERED IN GOOD CONDITION.
 CQ0492
 CQ0492                          STATION RECOVERY (2003)
 CQ0492
 CQ0492'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEC)
 CQ0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0021 ***********************************************************************
 CQ0021  DESIGNATION -  IP 14 LAGS
 CQ0021  PID         -  CQ0021
 CQ0021  STATE/COUNTY-  LA/OUACHITA
 CQ0021  USGS QUAD   -  MONROE NORTH (1994)
 CQ0021
 CQ0021                         *CURRENT SURVEY CONTROL
 CQ0021  ___________________________________________________________________
 CQ0021* NAD 83(1986)-  32 30 18.     (N)    092 06 43.     (W)     SCALED    
 CQ0021* NAVD 88     -        23.743  (meters)      77.90   (feet)  ADJUSTED  
 CQ0021  ___________________________________________________________________
 CQ0021  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0021  DYNAMIC HT  -          23.717 (meters)      77.81  (feet)  COMP
 CQ0021  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 CQ0021
 CQ0021  VERT ORDER  -  FIRST     CLASS I
 CQ0021
 CQ0021.The horizontal coordinates were scaled from a topographic map and have
 CQ0021.an estimated accuracy of +/- 6 seconds.
 CQ0021
 CQ0021.The orthometric height was determined by differential leveling
 CQ0021.and adjusted by the National Geodetic Survey in June 1991..
 CQ0021
 CQ0021.The geoid height was determined by GEOID03.
 CQ0021
 CQ0021.The dynamic height is computed by dividing the NAVD 88
 CQ0021.geopotential number by the normal gravity value computed on the
 CQ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0021.degrees latitude (g = 980.6199 gals.).
 CQ0021
 CQ0021.The modeled gravity was interpolated from observed gravity values.
 CQ0021
 CQ0021;                    North         East    Units  Estimated Accuracy
 CQ0021;SPC LA N     -   222,370.    1,036,470.      MT  (+/- 180 meters Scaled)
 CQ0021
 CQ0021                          SUPERSEDED SURVEY CONTROL
 CQ0021
 CQ0021  NGVD 29 (??/??/??)   23.790  (m)           78.05   (f) ADJUSTED    1 1
 CQ0021
 CQ0021.Superseded values are not recommended for survey control.
 CQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0021.See file dsdata.txt to determine how the superseded data were derived.
 CQ0021
 CQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR834967(NAD 83)
 CQ0021_MARKER: DD = SURVEY DISK
 CQ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0021_STAMPING: I-P-14
 CQ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0021+STABILITY: SURFACE MOTION
 CQ0021
 CQ0021  HISTORY     - Date     Condition        Report By
 CQ0021  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0021  HISTORY     - 1966     GOOD             CGS
 CQ0021  HISTORY     - 1969     GOOD             CGS
 CQ0021
 CQ0021                          STATION DESCRIPTION
 CQ0021
 CQ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0021'0.1 MI W FROM MONROE.
 CQ0021'ABOUT 0.1 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0021'STATION AT MONROE, IN SECTION 31, T 18 N, R 4 E, AT THE CROSSING OF DE
 CQ0021'SIARD STREET, 21 FEET NORTH OF THE NORTH RAIL, 24 FEET SOUTHEAST OF
 CQ0021'THE CENTER LINE OF DE SIARD STREET, 3 1/2 FEET WEST OF A FIRE HYDRANT,
 CQ0021'3 1/2 FEET SOUTH OF A POWER POLE BEARING A STREET LIGHT, 4 FEET
 CQ0021'SOUTHWEST OF THE SOUTHWEST CURB OF THE STREET, ABOUT 1 FOOT ABOVE THE
 CQ0021'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 CQ0021'FOOT.
 CQ0021
 CQ0021                          STATION RECOVERY (1969)
 CQ0021
 CQ0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0489 ***********************************************************************
 CQ0489  DESIGNATION -  IP 43 LAGS
 CQ0489  PID         -  CQ0489
 CQ0489  STATE/COUNTY-  LA/OUACHITA
 CQ0489  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0489
 CQ0489                         *CURRENT SURVEY CONTROL
 CQ0489  ___________________________________________________________________
 CQ0489* NAD 83(1986)-  32 28 53.     (N)    092 06 43.     (W)     SCALED    
 CQ0489* NAVD 88     -        22.89   (+/-2cm)      75.1    (feet)  VERTCON   
 CQ0489  ___________________________________________________________________
 CQ0489  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0489
 CQ0489  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0489
 CQ0489.The horizontal coordinates were scaled from a topographic map and have
 CQ0489.an estimated accuracy of +/- 6 seconds.
 CQ0489
 CQ0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0489.The vertical order pertains to the NGVD 29 superseded value.
 CQ0489
 CQ0489.The geoid height was determined by GEOID03.
 CQ0489
 CQ0489;                    North         East    Units  Estimated Accuracy
 CQ0489;SPC LA N     -   219,760.    1,036,470.      MT  (+/- 180 meters Scaled)
 CQ0489
 CQ0489                          SUPERSEDED SURVEY CONTROL
 CQ0489
 CQ0489  NGVD 29 (??/??/??)   22.931  (m)           75.23   (f) ADJUSTED    1 2
 CQ0489
 CQ0489.Superseded values are not recommended for survey control.
 CQ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0489.See file dsdata.txt to determine how the superseded data were derived.
 CQ0489
 CQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR834941(NAD 83)
 CQ0489_MARKER: DD = SURVEY DISK
 CQ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0489_STAMPING: I-P-43
 CQ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0489+STABILITY: SURFACE MOTION
 CQ0489
 CQ0489  HISTORY     - Date     Condition        Report By
 CQ0489  HISTORY     - UNK      MONUMENTED       LAGS
 CQ0489  HISTORY     - 1966     GOOD             CGS
 CQ0489  HISTORY     - 1969     GOOD             CGS
 CQ0489  HISTORY     - 1990     GOOD             USPSQD
 CQ0489  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0489
 CQ0489                          STATION DESCRIPTION
 CQ0489
 CQ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0489'2.15 MI S FROM MONROE.
 CQ0489'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0489'STATION AT MONROE, THENCE 1.55 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0489'IN SECTION 1, T 17 N, R 3 E, AT THE JUNCTION OF THE STREET AND FORREST
 CQ0489'AVENUE, 17 FEET WEST OF THE CENTER LINE OF THE STREET, 38 FEET SOUTH
 CQ0489'OF THE EXTENDED CENTER LINE OF THE AVENUE, 48 FEET WEST AND ACROSS THE
 CQ0489'STREET FROM THE NORTHWEST CORNER OF AN APARTMENT HOUSE, 17 FEET
 CQ0489'SOUTHEAST OF THE SOUTHEAST CORNER OF A PUMPING STATION, 5 FEET SOUTH
 CQ0489'OF THE MORE EASTERLY OF 2 POLES SUPPORTING 2 TRANSFORMERS, 1 FOOT WEST
 CQ0489'OF THE WEST CURB OF THE STREET, 0.9 FOOT SOUTH OF A METAL WITNESS
 CQ0489'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP
 CQ0489'OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ0489
 CQ0489                          STATION RECOVERY (1969)
 CQ0489
 CQ0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0489'RECOVERED IN GOOD CONDITION.
 CQ0489
 CQ0489                          STATION RECOVERY (1990)
 CQ0489
 CQ0489'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0489'RECOVERED IN GOOD CONDITION.
 CQ0489
 CQ0489                          STATION RECOVERY (1991)
 CQ0489
 CQ0489'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1287 ***********************************************************************
 AT1287  DESIGNATION -  IRON
 AT1287  PID         -  AT1287
 AT1287  STATE/COUNTY-  LA/PLAQUEMINES
 AT1287  USGS QUAD   -  BLACK BAY SOUTH (1992)
 AT1287
 AT1287                         *CURRENT SURVEY CONTROL
 AT1287  ___________________________________________________________________
 AT1287* NAD 83(1992)-  29 32 29.44238(N)    089 32 11.76393(W)     ADJUSTED  
 AT1287* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 AT1287  **This station is located in a subsidence area (see below).
 AT1287  ___________________________________________________________________
 AT1287  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AT1287  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AT1287
 AT1287  HORZ ORDER  -  SECOND
 AT1287
 AT1287.The horizontal coordinates were established by classical geodetic methods
 AT1287.and adjusted by the National Geodetic Survey in January 1993..
 AT1287
 AT1287 ** The orthometric height has not been validated since last determined
 AT1287 ** by differential leveling and should not be used for control purposes.
 AT1287 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1287 ** area with valid NAVD 88 orthometric heights.
 AT1287 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1287 ** epoch indicated which incorporates improved geoid heights for the
 AT1287 ** Southern Louisiana Subsidence area.
 AT1287 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1287
 AT1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1287
 AT1287.The geoid height was determined by GEOID03.
 AT1287
 AT1287;                    North         East     Units Scale Factor Converg.
 AT1287;SPC LA S     -   116,812.118 1,174,136.845   MT  0.99995767   +0 53 54.2
 AT1287;SPC LA S     -   383,241.09  3,852,147.30   sFT  0.99995767   +0 53 54.2
 AT1287;UTM  16      - 3,270,666.828   254,192.380   MT  1.00034559   -1 15 04.7
 AT1287
 AT1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1287!SPC LA S     -   1.00000361  x   0.99995767  =   0.99996128
 AT1287!UTM  16      -   1.00000361  x   1.00034559  =   1.00034920
 AT1287
 AT1287|---------------------------------------------------------------------|
 AT1287| PID    Reference Object                     Distance      Geod. Az  |
 AT1287|                                                           dddmmss.s |
 AT1287| DD7252 IRON RM 1                            11.933 METERS 01620     |
 AT1287| DD7254 IRON RM 3                            21.005 METERS 06557     |
 AT1287| DD7255 IRON RM 4                            22.101 METERS 12802     |
 AT1287| DD7251 IRON AZ MK                                         1642850.8 |
 AT1287| DD7253 IRON RM 2                            14.891 METERS 28044     |
 AT1287| AT1285 STONE ISLAND MICROWAVE TOWER        APPROX. 4.1 KM 3590408.3 |
 AT1287|---------------------------------------------------------------------|
 AT1287
 AT1287                          SUPERSEDED SURVEY CONTROL
 AT1287
 AT1287  NAD 83(1986)-  29 32 29.44994(N)    089 32 11.76928(W) AD(       ) 2
 AT1287  NAD 27      -  29 32 28.68200(N)    089 32 11.56100(W) AD(       ) 2
 AT1287  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 AT1287
 AT1287.Superseded values are not recommended for survey control.
 AT1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1287.See file dsdata.txt to determine how the superseded data were derived.
 AT1287
 AT1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5419270667(NAD 83)
 AT1287_MARKER: DS = TRIANGULATION STATION DISK
 AT1287_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1287_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1287
 AT1287  HISTORY     - Date     Condition        Report By
 AT1287  HISTORY     - 1934     MONUMENTED       CGS
 AT1287  HISTORY     - 1955     GOOD             CGS
 AT1287  HISTORY     - 1966     GOOD             CGS
 AT1287  HISTORY     - 1969     GOOD             CGS
 AT1287  HISTORY     - 1971     GOOD             USGS
 AT1287
 AT1287                          STATION DESCRIPTION
 AT1287
 AT1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1287'ON THE LARGEST AND
 AT1287'NORTHWESTERNMOST ONE OF THE GROUP OF LITTLE ISLETS THAT FORM
 AT1287'TELEGRAPH POINT ON THE
 AT1287'WESTERN SHORE OF BRETON ISLAND SOUND, ON THE CENTER
 AT1287'PART OF THE WESTERN SHORE OF
 AT1287'THE ISLET IN A GROUP OF MANGROVE
 AT1287'BUSHES 48 METERS (157 FEET) FROM A POINT TO THE
 AT1287'NW, 48 METERS
 AT1287'(157 FEET) FROM A COVE TO THE NORTHWARD, AND 50 METERS (164 FEET)
 AT1287'FROM THE SHORE
 AT1287'TO THE WESTWARD.  THE STATION IS MARKED BY A STANDARD
 AT1287'BRONZE DISK SET IN CONCRETE AT
 AT1287'THE TOP OF A TILE,
 AT1287'REFERENCE MARK NO. 1 IS A STANDARD
 AT1287'BRONZE REFERENCE
 AT1287'DISK SET IN CONCRETE, IS 14.900 METERS (48.88 FEET)
 AT1287'FROM THE STATION. REFERENCE
 AT1287'MARK NO. 2 IS A STANDARD BRONZE
 AT1287'REFERENCE DISK SET IN CONCRETE,
 AT1287'IS 11.930 METERS (39.14
 AT1287'FEET) FROM THE STATION
 AT1287'THE DISTANCE BETWEEN THE
 AT1287'REFERENCE MARKS IS
 AT1287'19.982 METERS (65.56 FEET).
 AT1287
 AT1287                          STATION RECOVERY (1955)
 AT1287
 AT1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1287'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AT1287'FOLLOWS-
 AT1287'
 AT1287'THE STATION IS NEAR THE WESTERN SHORE OF BRETON SOUND, ON A SMALL
 AT1287'MANGROVE COVERED
 AT1287'ISLAND, 3 MILES NORTH OF PELICAN POINT.  THE ISLAND IS NARROW AND HAS
 AT1287'A COVE ON THE NORTHWESTERN SHORE
 AT1287'WHICH HAS PILING AND DOLPHINS PROJECTING PROMINENTLY.
 AT1287'
 AT1287'THE STATION MARK, 146 FEET EAST OF THE WEST SHORE LINE, 134 FEET
 AT1287'SOUTH OF THE SOUTH SHORE
 AT1287'OF A COVE, AND 3 FEET EAST OF THE NORTH END OF A DISCARDED DRILL
 AT1287'PIPE, IS SURROUNDED BY REMNENTS
 AT1287'OF PREVIOUS OBSERVING PLATFORMS.  MAGNETIC BEARINGS TO THE
 AT1287'SOUTHERN MOST DOLPHIN IN THE COVE IS S 340 DEG AND 46 MIN E.
 AT1287'TO THE EASTERN MOST DOLPHIN.  THE
 AT1287'MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE FILLED
 AT1287'TILE 2 INCHES BELOW THE GROUND
 AT1287'SURFACE.  THE DISK IS STAMPED IRON 1934.
 AT1287'
 AT1287'REFERENCE MARK NO. 1, NORTH OF THE STATION, 95 FEET SOUTH OF THE
 AT1287'SOUTH SHORE OF THE COVE,
 AT1287'PROJECTS 2 INCHES.  THE MAGNETIC BEARING TO THE SOUTHERN MOST DOLPHIN
 AT1287'IS 330 DEG AND 50 DEG TO THE EASTERN
 AT1287'MOST DOLPHIN.  THE DISK IS STAMPED IRON NO 1 1934.
 AT1287'
 AT1287'REFERENCE MARK NO. 2, WEST OF THE STATION, 97 FEET EAST OF
 AT1287'THE WEST SHORE LINE, IS LEVEL
 AT1287'WITH THE GROUND SURFACE.  THE MAGNETIC BEARING TO THE SOUTHERN MOST
 AT1287'DOLPHIN IS S 350 DEG AND 51 DEG E TO
 AT1287'THE EAST MOST DOLPHIN.  THE DISK IS STAMPED IRON NO 2 1934.
 AT1287'
 AT1287'CULREW POINT LIGHT WAS OBSERVED AS AN AZIMUTH MARK.  THE LIGHT,
 AT1287'APPROXIMATELY 2.25 MILES
 AT1287'EAST OF THE STATION, ON THE TOP OF A STRUCTURE SET ON PILING IS A
 AT1287'WHITE LIGHT FLASHING AT 3 SECOND INTERVALS.
 AT1287'
 AT1287'NOTE- OBSERVATIONS WERE MADE FROM A 16 FOOT TOWER.  THE ISLAND IS
 AT1287'FREQUENTLY COVERED BY WATER DURING STAGES OF FLOOD TIDE.
 AT1287
 AT1287                          STATION RECOVERY (1966)
 AT1287
 AT1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1287'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND IN GOOD
 AT1287'CONDITION.
 AT1287'REFERENCE MARK 2 WAS FOUND TO BE LEANING SLIGHTLY TO THE EAST.
 AT1287'THE DISTANCE AND DIRECTION TO
 AT1287'REFERENCE MARK 2 CHECKED.  REFERENCE MARK
 AT1287'1 WAS FOUND TO HAVE BEEN DESTROYED.  REFERENCE
 AT1287'MARKS 3, 4 AND AN AZIMUTH
 AT1287'MARK WAS ESTABLISHED AT THIS TIME.
 AT1287'
 AT1287'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 AT1287'
 AT1287'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF MOZAMBIQUE PT.,
 AT1287'2-1/2 MILES SOUTH
 AT1287'OF STONE ISLAND, 2 MILES NORTHWEST OF TELEGRAPH PT.,
 AT1287'ON THE SOUTHWEST SHORE OF A MARSH
 AT1287'ISLAND AND ON THE WESTERN SHORE OF BRENTON SOUND
 AT1287'
 AT1287'STATION MARK, A STANDARD DISK STAMPED IRON 1934, IS SET IN THE TOP
 AT1287'OF AN 8 INCH
 AT1287'TERRACOTTA TILE WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 AT1287'IT IS 111 FEET SOUTH OF THE
 AT1287'WATERS EDGE, 96 FEET EAST OF THE WATERS EDGE
 AT1287'AND 5 FEET SOUTH OF A METAL WITNESS POST.
 AT1287'
 AT1287'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED IRON NO 2 1934, IS SET
 AT1287'IN THE TOP OF AN 8
 AT1287'INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AT1287'SURFACE.  IT IS 60 FEET EAST OF THE
 AT1287'WATERS EDGE AND 49.4 FEET WEST OF
 AT1287'THE METAL WITNESS POST.
 AT1287'
 AT1287'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED IRON NO 3 1934 1966,
 AT1287'IS CRIMPED TO THE
 AT1287'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1287'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1287'PIPE WHICH PROJECTS 2.3 FEET.  IT
 AT1287'IS 75.1 FEET NORTH OF THE METAL WITNESS POST, 73 FEET
 AT1287'SOUTH OF THE
 AT1287'WATERS EDGE AND 66.2 FEET EAST OF A METAL WITNESS POST.
 AT1287'
 AT1287'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED IRON NO 4 1934 1966,
 AT1287'IS CRIMPED TO THE
 AT1287'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1287'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1287'PIPE WHICH PROJECTS 2.2 FEET.  IT
 AT1287'IS 146 FEET SOUTH OF THE WATERS EDGE, 74.5 FEET
 AT1287'SOUTHEAST OF THE METAL
 AT1287'WITNESS POST AND 3.7 FEET NORTHWEST OF A METAL WITNESS POST.
 AT1287'
 AT1287'AZIMUTH MARK, A STANDARD DISK STAMPED IRON 1934 1966.  IT IS LOCATED
 AT1287'ABOUT 0.25 MILE
 AT1287'SOUTH OF THE STATION AND ON THE SOUTHEAST EDGE OF THE
 AT1287'ISLAND.  IS CRIMPED TO THE TOP OF
 AT1287'A 5/8 INCH COPPER WELD GROUND ROD 32
 AT1287'FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1287'PIPE WHICH PROJECTS
 AT1287'2.4 FEET.  IT IS 42 FEET EAST-SOUTHEAST OF A SMALL POND, 66 FEET
 AT1287'NORTH-NORTHEAST OF THE WATERS
 AT1287'EDGE AND 2.9 FEET NORTH OF A METAL WITNESS POST.
 AT1287'
 AT1287'NOTE- STATION CAN BE REACHED BY FLOAT PLANE, HELICOPTER OR BOAT
 AT1287'ONLY.
 AT1287
 AT1287                          STATION RECOVERY (1969)
 AT1287
 AT1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1287'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1287'AFTER HURRICANE CAMILLE.  THE RMS WERE IN GOOD CONDITION.
 AT1287
 AT1287                          STATION RECOVERY (1971)
 AT1287
 AT1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT1287'IRON AND RMS LAND 2 FOUND IN GOOD CONDITION AS DESCRIBED.  DISTANCES
 AT1287'CHECKED O.K.  ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0845 ***********************************************************************
 BJ0845  DESIGNATION -  IRON PIPE
 BJ0845  PID         -  BJ0845
 BJ0845  STATE/COUNTY-  LA/IBERVILLE
 BJ0845  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0845
 BJ0845                         *CURRENT SURVEY CONTROL
 BJ0845  ___________________________________________________________________
 BJ0845* NAD 83(1986)-  30 17 31.     (N)    091 14 05.     (W)     SCALED    
 BJ0845* NAVD 88     -         8.01   (+/-2cm)      26.3    (feet)  VERTCON   
 BJ0845  ___________________________________________________________________
 BJ0845  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0845
 BJ0845  VERT ORDER  -  ? (See Below)
 BJ0845
 BJ0845.The horizontal coordinates were scaled from a topographic map and have
 BJ0845.an estimated accuracy of +/- 6 seconds.
 BJ0845
 BJ0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0845.The vertical order pertains to the NGVD 29 superseded value.
 BJ0845
 BJ0845.The geoid height was determined by GEOID03.
 BJ0845
 BJ0845;                    North         East    Units  Estimated Accuracy
 BJ0845;SPC LA S     -   198,630.    1,009,490.      MT  (+/- 180 meters Scaled)
 BJ0845
 BJ0845                          SUPERSEDED SURVEY CONTROL
 BJ0845
 BJ0845  NGVD 29 (??/??/??)    8.030  (m)           26.35   (f) ADJUSTED    ?  
 BJ0845
 BJ0845.Superseded values are not recommended for survey control.
 BJ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0845.See file dsdata.txt to determine how the superseded data were derived.
 BJ0845
 BJ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP697524(NAD 83)
 BJ0845_MARKER: Z = SEE DESCRIPTION
 BJ0845_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0845_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0845
 BJ0845  HISTORY     - Date     Condition        Report By
 BJ0845  HISTORY     - UNK      MONUMENTED       DOD
 BJ0845  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0845  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0845
 BJ0845                          STATION DESCRIPTION
 BJ0845
 BJ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0845'IN PLAQUEMINE.
 BJ0845'AT PLAQUEMINE, IBERVILLE PARISH, ON THE BAYOU SIDE OF A ROAD ALONG THE
 BJ0845'LOWER SIDE OF BAYOU PLAQUEMINE, 48.16 FEET ABOVE LOCK DATUM AT THE
 BJ0845'CONFLUENCE OF THE BAYOU AND THE MISSISSIPPI RIVER, 5 INCHES NORTH OF A
 BJ0845'STONE MARKING THE SOUTHWEST CORNER OF LOCK RESERVATION, AND 3 FEET
 BJ0845'FROM BUILDINGS ON THE WEST.  AN IRON PIPE PROJECTING ABOUT 4 INCHES
 BJ0845'ABOVE GROUND.
 BJ0845
 BJ0845                          STATION RECOVERY (1976)
 BJ0845
 BJ0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0845'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 BJ0845'THIS MARK NOT RECOVERED IN 1964.  DESCRIPTION INADEQUATE FOR PLOTTING
 BJ0845'ON QUADRANGLE AP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2922 ***********************************************************************
 AU2922  DESIGNATION -  IRV CS 1955
 AU2922  PID         -  AU2922
 AU2922  STATE/COUNTY-  LA/LAFOURCHE
 AU2922  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2922
 AU2922                         *CURRENT SURVEY CONTROL
 AU2922  ___________________________________________________________________
 AU2922* NAD 83(1992)-  29 19 16.10883(N)    090 03 48.39638(W)     ADJUSTED  
 AU2922* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2922  **This station is located in a subsidence area (see below).
 AU2922  ___________________________________________________________________
 AU2922  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AU2922  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AU2922
 AU2922  HORZ ORDER  -  THIRD
 AU2922
 AU2922.The horizontal coordinates were established by classical geodetic methods
 AU2922.and adjusted by the National Geodetic Survey in January 1993..
 AU2922
 AU2922 ** The orthometric height has not been validated since last determined
 AU2922 ** by differential leveling and should not be used for control purposes.
 AU2922 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2922 ** area with valid NAVD 88 orthometric heights.
 AU2922 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2922 ** epoch indicated which incorporates improved geoid heights for the
 AU2922 ** Southern Louisiana Subsidence area.
 AU2922 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2922.The orthometric height was scaled from a topographic map.
 AU2922
 AU2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2922
 AU2922.The geoid height was determined by GEOID03.
 AU2922
 AU2922;                    North         East     Units Scale Factor Converg.
 AU2922;SPC LA S     -    91,704.465 1,123,349.211   MT  0.99999559   +0 38 05.9
 AU2922;SPC LA S     -   300,867.07  3,685,521.54   sFT  0.99999559   +0 38 05.9
 AU2922;UTM  15      - 3,247,147.201   785,197.290   MT  1.00060378   +1 26 20.5
 AU2922;UTM  16      - 3,247,463.626   202,473.477   MT  1.00069246   -1 30 04.6
 AU2922
 AU2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2922!SPC LA S     -   1.00000380  x   0.99999559  =   0.99999939
 AU2922!UTM  15      -   1.00000380  x   1.00060378  =   1.00060758
 AU2922!UTM  16      -   1.00000380  x   1.00069246  =   1.00069626
 AU2922
 AU2922                          SUPERSEDED SURVEY CONTROL
 AU2922
 AU2922  NAD 83(1986)-  29 19 16.12315(N)    090 03 48.40523(W) AD(       ) 3
 AU2922  NAD 27      -  29 19 15.31300(N)    090 03 48.13800(W) AD(       ) 3
 AU2922
 AU2922.Superseded values are not recommended for survey control.
 AU2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2922.See file dsdata.txt to determine how the superseded data were derived.
 AU2922
 AU2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8519747147(NAD 83)
 AU2922_MARKER: B = BOLT
 AU2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2922+STABILITY: SURFACE MOTION
 AU2922
 AU2922  HISTORY     - Date     Condition        Report By
 AU2922  HISTORY     - 1955     MONUMENTED       CITGO
 AU2922
 AU2922                          STATION DESCRIPTION
 AU2922
 AU2922'DESCRIBED BY CITIES SERVICE COMPANY 1955 (IHW)
 AU2922'CITIES SERVICE OIL CO. TRIANGULATION STATION IRV 1955 STAMPED
 AU2922'ON TOP OF A 1 IN SG BRASS BOLT WHICH IS SET IN A 6 IN DIA
 AU2922'CONC. MON. USING A STOVE PIPE AS A FORM AND PROJECTS ABOUT 6
 AU2922'IN.  THIS MON. IS SET IN THE MARSH ON THE WEST BANK OF BAYOU
 AU2922'L OURSE.  THIS STATION IS ALMOST DUE SOUTH OF STATION NUT
 AU2922'1934, ALMOST DUE NORTH OF STATION BOUR 1927-1934 AND DUE
 AU2922'EAST OF STATION JIM 1934.  IT IS 39 FT EAST TO THE WEST BANK
 AU2922'OF THE BAYOU, A SHACK BEARS S 31 DEG 15 MIN E ABOUT 1 MILE
 AU2922'PLUS OR MINUS.  A CAMP BEARS N 54 DEG 10 MIN E 1 MILE PLUS
 AU2922'OR MINUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4674 ***********************************************************************
 BJ4674  DESIGNATION -  IRWIN
 BJ4674  PID         -  BJ4674
 BJ4674  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4674  USGS QUAD   -  WILSON (1985)
 BJ4674
 BJ4674                         *CURRENT SURVEY CONTROL
 BJ4674  ___________________________________________________________________
 BJ4674* NAD 83(1992)-  30 53 36.20422(N)    091 01 56.19964(W)     ADJUSTED  
 BJ4674* NAVD 88     -        87.0    (meters)     285.     (feet)  VERTCON   
 BJ4674  ___________________________________________________________________
 BJ4674  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BJ4674  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4674
 BJ4674  HORZ ORDER  -  FIRST
 BJ4674
 BJ4674.The horizontal coordinates were established by classical geodetic methods
 BJ4674.and adjusted by the National Geodetic Survey in May 1994..
 BJ4674
 BJ4674.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4674
 BJ4674.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4674
 BJ4674.The geoid height was determined by GEOID03.
 BJ4674
 BJ4674;                    North         East     Units Scale Factor Converg.
 BJ4674;SPC LA S     -   265,342.099 1,028,785.351   MT  1.00004685   +0 09 01.9
 BJ4674;SPC LA S     -   870,543.20  3,375,273.27   sFT  1.00004685   +0 09 01.9
 BJ4674;SPC MS W     -   154,666.914   633,176.241   MT  1.00000506   -0 21 32.0
 BJ4674;SPC MS W     -   507,436.37  2,077,345.72   sFT  1.00000506   -0 21 32.0
 BJ4674;UTM  15      - 3,419,445.585   688,076.969   MT  1.00003636   +1 00 38.2
 BJ4674
 BJ4674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4674!SPC LA S     -   0.99999062  x   1.00004685  =   1.00003747
 BJ4674!SPC MS W     -   0.99999062  x   1.00000506  =   0.99999568
 BJ4674!UTM  15      -   0.99999062  x   1.00003636  =   1.00002698
 BJ4674
 BJ4674|---------------------------------------------------------------------|
 BJ4674| PID    Reference Object                     Distance      Geod. Az  |
 BJ4674|                                                           dddmmss.s |
 BJ4674| CW1507 IRWIN RM 1                           24.366 METERS 13558     |
 BJ4674| CW1508 IRWIN RM 2                           22.105 METERS 23923     |
 BJ4674| CW1506 IRWIN AZ MK                                        2442942.3 |
 BJ4674| BJ4673 SWING ALONG PLANTATION TANK         APPROX. 5.5 KM 3542742.8 |
 BJ4674|---------------------------------------------------------------------|
 BJ4674
 BJ4674                          SUPERSEDED SURVEY CONTROL
 BJ4674
 BJ4674  NAD 83(1992)-  30 53 36.20732(N)    091 01 56.20024(W) AD(       ) 1
 BJ4674  NAD 83(1986)-  30 53 36.22138(N)    091 01 56.19541(W) AD(       ) 1
 BJ4674  NAD 27      -  30 53 35.57108(N)    091 01 55.81752(W) AD(       ) 1
 BJ4674  NGVD 29 (07/19/86)   86.9    (m)          285.     (f) VERT ANG       
 BJ4674
 BJ4674.Superseded values are not recommended for survey control.
 BJ4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4674.See file dsdata.txt to determine how the superseded data were derived.
 BJ4674
 BJ4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8807719446(NAD 83)
 BJ4674_MARKER: DS = TRIANGULATION STATION DISK
 BJ4674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4674
 BJ4674  HISTORY     - Date     Condition        Report By
 BJ4674  HISTORY     - 1939     MONUMENTED       CGS
 BJ4674  HISTORY     - 1941     GOOD             CGS
 BJ4674  HISTORY     - 1954     GOOD             CGS
 BJ4674  HISTORY     - 1965     GOOD             USGS
 BJ4674  HISTORY     - 1970     GOOD             NGS
 BJ4674
 BJ4674                          STATION DESCRIPTION
 BJ4674
 BJ4674'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4674'STATION IS 2.0 MILES N AND 3/4 MILE W OF CLINTON, ON A FLAT
 BJ4674'RIDGE WHICH IS THE DIVIDE BETWEEN THE COMITE RIVER AND PRETTY
 BJ4674'CREEK.
 BJ4674'
 BJ4674'SURFACE, UNDERGROUND, REFERENCE MARKS ARE STANDARD BRONZE
 BJ4674'DISKS SET IN CONCRETE.
 BJ4674'
 BJ4674'AZIMUTH MARK IS 0.35 MILE WSW OF THE STATION IN THE N RIGHT-OF-WAY
 BJ4674'FENCE LINE, 18 FEET N OF THE CENTER LINE OF THE ROAD, AND
 BJ4674'100 YARDS SSE OF A FARM ENTRANCE.  MARK PROJECTS
 BJ4674'3 INCHES ABOVE THE GROUND AND IS STAMPED IRWIN 1939.
 BJ4674'
 BJ4674'REFERENCE MARK NO. 1 IS 24.381 METERS (80.00 FEET) SE OF THE
 BJ4674'STATION, AND 27 FEET SW OF THE CENTER LINE OF AN OLD ROAD.
 BJ4674'MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BJ4674'STAMPED IRWIN NO. 1 1939.  REFERENCE MARK NO. 2 IS 22.101
 BJ4674'METERS (72.52 FEET), WSW OF THE STATION, AND 23 FEET E OF
 BJ4674'THE CENTER LINE OF THE N AND S ROAD.  MARK PROJECTS
 BJ4674'6 INCHES ABOVE THE GROUND AND IS STAMPED IRWIN NO. 2 1939.
 BJ4674'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 BJ4674'IS 119.75 FEET.
 BJ4674'
 BJ4674'A 116-FOOT TOWER AT IRWIN IS NEEDED TO SEE A 113-FOOT TOWER
 BJ4674'AT DELEE.
 BJ4674'
 BJ4674'A 90-FOOT TOWER AT IRWIN IS NEEDED TO SEE A 90-FOOT TOWER
 BJ4674'AT HARANG.
 BJ4674'
 BJ4674'A 90-FOOT TOWER AT IRWIN IS NEEDED TO SEE A 90-FOOT TOWER
 BJ4674'AT TALBOT.
 BJ4674'
 BJ4674'A 90-FOOT TOWER AT IRWIN IS NEEDED TO SEE A 103-FOOT TOWER
 BJ4674'AT BRIDGES.
 BJ4674'
 BJ4674'A 90-FOOT TOWER AT IRWIN IS NEEDED TO SEE A 90-FOOT TOWER
 BJ4674'AT CARMEL.
 BJ4674'
 BJ4674'A 90-FOOT TOWER AT IRWIN IS NEEDED TO SEE A 103-FOOT TOWER
 BJ4674'AT PEN.
 BJ4674'
 BJ4674'TO REACH THE STATION FROM THE NW CORNER OF THE COURTHOUSE
 BJ4674'IN CLINTON, GO W ON A GRAVEL ROAD FOR 2.0 MILES TO A WOODS
 BJ4674'ROAD TO THE RIGHT (JUST BEFORE REACHING THE TOP OF GRADE,
 BJ4674'TURN RIGHT ON THIS WOODS ROAD AND GO 0.4 MILE TO A DIM FORK,
 BJ4674'TAKE THE LEFT FORK AND FOLLOW A DIM WOODS ROAD ALONG THE
 BJ4674'E SIDE OF A FENCE FOR 0.2 MILE TO THE TOP OF THE RIDGE AND
 BJ4674'THE STATION ON THE RIGHT.  STATION IS 50 YARDS N OF AN
 BJ4674'ABANDONED SAW MILL SITE, 66 FEET E OF THE CENTER LINE OF A
 BJ4674'WOODS ROAD, 97 FEET W OF THE CENTER LINE OF A WOODS ROAD,
 BJ4674'AND 23.5 FEET E OF THE TRIANGULAR-BLAZED OAK TREE.  MARK
 BJ4674'PROJECTS 6 INCHES ABOVE THE GROUND AND
 BJ4674'IS STAMPED IRWIN 1939.
 BJ4674'
 BJ4674'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ4674
 BJ4674                          STATION RECOVERY (1941)
 BJ4674
 BJ4674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RCO)
 BJ4674'RECOVERED AS DESCRIBED.
 BJ4674
 BJ4674                          STATION RECOVERY (1954)
 BJ4674
 BJ4674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4674'THE STATION WAS VISITED, AND THE SURFACE MARK AND REFERENCE
 BJ4674'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BJ4674'MARK WAS NOT FOUND AT THIS DATE.  THE OLD WOODS ROADS IN
 BJ4674'THE ORIGINAL DESCRIPTIONS ARE NO LONGER VISIBLE.  THE DESCRIPTION
 BJ4674'IS ADEQUATE WITH A NEW TO REACH.  A NEW TO REACH FOLLOWS--
 BJ4674'
 BJ4674'TO REACH THE STATION FROM THE NW CORNER OF THE SQUARE IN
 BJ4674'CLINTON, GO W FOR 0.2 MI. TO THE BRIAR PATCH INN, CONTINUE
 BJ4674'STRAIGHT AHEAD FOR 1.45 MI. TO A SIDE ROAD RIGHT AND SIGN
 BJ4674'MC CUTCHIENS AIRPORT, TURN RIGHT AND GO 0.2 MI. TO A FORK,
 BJ4674'TAKE THE RIGHT FORK AND GO 0.15 MI. TO A FORK, TAKE THE
 BJ4674'LEFT FORK AND PASS TO THE LEFT OF A TIN HANGAR KEEPING THE
 BJ4674'RIGHT SIDE OF THE AIRPORT FOR 0.4 MI. TO THE END OF THE
 BJ4674'AIRSTRIP, TURN LEFT ACROSS THE END OF THE AIRSTRIP AND FOLLOW
 BJ4674'A TRACK ROAD N INTO THE WOODS FOR 0.2 MI. TO THE HIGHEST
 BJ4674'PART OF THE HILL AND THE STATION ON THE LEFT.
 BJ4674
 BJ4674                          STATION RECOVERY (1965)
 BJ4674
 BJ4674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ4674'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4674
 BJ4674                          STATION RECOVERY (1970)
 BJ4674
 BJ4674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4674'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 BJ4674'
 BJ4674'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 BJ4674'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 BJ4674'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED FAVORABLE.
 BJ4674'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO THE GROWTH
 BJ4674'OF THE TREES AND COULD NOT BE USED AT THIS TIME.  NO SUITABLE
 BJ4674'PLACE FOR A NEW AZIMUTH MARK AVAILABLE.  A NEW DESCRIPTION
 BJ4674'FOLLOWS.
 BJ4674'
 BJ4674'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF CLINTON, IN THE
 BJ4674'NORTHWEST PART OF SECTION 71, R 2 E, T2 S AND ON PROPERTY OF MR.
 BJ4674'TOLER C. MCCUTCHEON, GENERAL DELIVERY CLINTON, LOUISIANA.
 BJ4674'
 BJ4674'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 BJ4674'SQUARE IN CLINTON, GO WEST ON WOODVILLE STREET FOR 0.15 MILE TO A
 BJ4674'SIDE STREET LEFT AND END OF PAVEMENT.  CONTINUE WEST AND NORTHWEST ON
 BJ4674'GRAVELED ROAD FOR 1.4 MILES TO A METAL GATE ON THE RIGHT.  (TO
 BJ4674'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD NORTHWEST ON
 BJ4674'GRAVELED ROAD FOR 0.4 MILE TO MR. MCCUTCHEONS HOUSE ON THE RIGHT.
 BJ4674'CONTINUE AHEAD ON GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 BJ4674'ON THE RIGHT). TURN RIGHT PASS THRU GATE AND GO NORTHEAST ON GRAVELED
 BJ4674'ROAD FOR 0.4 MILE TO THE NORTHWEST CORNER OF A METAL BUILDING USED
 BJ4674'FOR A HANGER FOR SMALL AIRSTRIP AND A METAL GATE.  PASS THRU GATE AND
 BJ4674'TURN RIGHT AND GO NORTH ALONG THE EAST SIDE OF AIRSTRIP FOR 0.4 MILE
 BJ4674'TO A METAL GATE IN THE NORTHWEST CORNER OF THE AIRSTRIP AND A METAL
 BJ4674'GATE.  PASS THRU METAL GATE AND GO WEST AND NORTHERLY FOR 0.25
 BJ4674'MILE TO THE STATION ON THE LEFT IN A SMALL CLEARING.
 BJ4674'
 BJ4674'THE STATION MARK IS A STANDARD DISK, STAMPED IRWIN 1939, SET IN THE
 BJ4674'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 BJ4674'IT IS 39.6 FEET SOUTH OF A 10-INCH OAK TREE WITH A TRIANGLE BLAZE
 BJ4674'AND 6.3 FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH A SIGN
 BJ4674'ATTACHED.
 BJ4674'
 BJ4674'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED IRWIN NO 1 1939, SET IN
 BJ4674'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 BJ4674'INCHES.  IT IS 86 FEET SOUTHEAST OF A METAL WITNESS POST WITH A SIGN
 BJ4674'ATTACHED AND 25.6 FEET NORTH OF A 10-INCH OAK TREE WITH A TRIANGLE
 BJ4674'BLAZE ON THE NORTH SIDE.
 BJ4674'
 BJ4674'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED IRWIN NO 2 1939, SET IN
 BJ4674'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7
 BJ4674'INCHES.  IT IS 69 FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN
 BJ4674'ATTACHED AND 5.8 FEET NORTHEAST OF A 10-INCH OAK TREE WITH A
 BJ4674'TRIANGLE BLAZE ON THE NORTH SIDE.
 BJ4674'
 BJ4674'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED IRWIN
 BJ4674'1939, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 BJ4674'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 18 FEET NORTHEAST OF
 BJ4674'THE CENTER OF A DIRT ROAD, 1 FOOT SOUTHWEST OF A WIRE FENCE AND 1
 BJ4674'FOOT NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4674'
 BJ4674'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4674'
 BJ4674'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 BJ4674'OF CLINTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2559 ***********************************************************************
 AU2559  DESIGNATION -  ISLAND
 AU2559  PID         -  AU2559
 AU2559  STATE/COUNTY-  LA/ST MARY
 AU2559  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU2559
 AU2559                         *CURRENT SURVEY CONTROL
 AU2559  ___________________________________________________________________
 AU2559* NAD 83(1992)-  29 30 32.18585(N)    091 36 00.84181(W)     ADJUSTED  
 AU2559* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2559  ___________________________________________________________________
 AU2559  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2559  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU2559
 AU2559  HORZ ORDER  -  SECOND
 AU2559
 AU2559.The horizontal coordinates were established by classical geodetic methods
 AU2559.and adjusted by the National Geodetic Survey in January 1993..
 AU2559
 AU2559.The orthometric height was scaled from a topographic map.
 AU2559
 AU2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2559
 AU2559.The geoid height was determined by GEOID03.
 AU2559
 AU2559;                    North         East     Units Scale Factor Converg.
 AU2559;SPC LA S     -   111,866.807   974,122.921   MT  0.99996235   -0 08 00.4
 AU2559;SPC LA S     -   367,016.35  3,195,934.95   sFT  0.99996235   -0 08 00.4
 AU2559;UTM  15      - 3,265,190.408   635,670.914   MT  0.99982712   +0 41 22.5
 AU2559
 AU2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2559!SPC LA S     -   1.00000397  x   0.99996235  =   0.99996632
 AU2559!UTM  15      -   1.00000397  x   0.99982712  =   0.99983109
 AU2559
 AU2559|---------------------------------------------------------------------|
 AU2559| PID    Reference Object                     Distance      Geod. Az  |
 AU2559|                                                           dddmmss.s |
 AU2559| CV9917 ISLAND RM 1                          42.714 METERS 07719     |
 AU2559| AU2472 SOUTH WEST REEF LH 1890             APPROX.16.0 KM 1441315.4 |
 AU2559| CV9918 ISLAND RM 2                          33.690 METERS 16331     |
 AU2559|---------------------------------------------------------------------|
 AU2559
 AU2559                          SUPERSEDED SURVEY CONTROL
 AU2559
 AU2559  NAD 83(1986)-  29 30 32.21017(N)    091 36 00.83789(W) AD(       ) 2
 AU2559  NAD 27      -  29 30 31.43300(N)    091 36 00.42800(W) AD(       ) 2
 AU2559
 AU2559.Superseded values are not recommended for survey control.
 AU2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2559.See file dsdata.txt to determine how the superseded data were derived.
 AU2559
 AU2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3567165190(NAD 83)
 AU2559_MARKER: DS = TRIANGULATION STATION DISK
 AU2559_SETTING: 0 = UNSPECIFIED SETTING
 AU2559
 AU2559  HISTORY     - Date     Condition        Report By
 AU2559  HISTORY     - 1933     MONUMENTED       CGS
 AU2559  HISTORY     - 1948     GOOD             CGS
 AU2559  HISTORY     - 1948     GOOD             SUNOCO
 AU2559  HISTORY     - 1955     MARK NOT FOUND   CGS
 AU2559  HISTORY     - 1962     GOOD             CGS
 AU2559
 AU2559                          STATION DESCRIPTION
 AU2559
 AU2559'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2559'STATION IS ON RABBIT ISLAND (WHICH IS A SMALL ISLAND ABOUT 2
 AU2559'MILES W BY S OF CHEVREUIL POINT), 113 METERS (370 FEET) FROM
 AU2559'THE WESTERN END OF THE ISLAND, 114 METERS (375 FEET) N OF THE
 AU2559'SHORE OF ATCHAFALAYA BAY, AND 60 METERS (195 FEET) S OF THE
 AU2559'SHORE OF EAST COTE BLANCHE BAY.
 AU2559'
 AU2559'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE
 AU2559'CENTER OF A CONCRETE PIPE, BELL END UP AND EMBEDDED IN THE
 AU2559'GROUND.
 AU2559'
 AU2559'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A SQUARE
 AU2559'BLOCK OR POST OF CONCRETE IS TOWARD CHEVREUIL POINT, IN HARD
 AU2559'MARSH AND 42.714 METERS (140.14 FEET) FROM THE STATION.
 AU2559'N 77 DEG 19 MIN E.
 AU2559'
 AU2559'REFERENCE MARK NO. 2, IS A STANDARD BRONZE DISK SET IN A SQUARE
 AU2559'BLOCK OR POST OF CONCRETE AND IS AT ABOUT THE CENTER OF THE
 AU2559'ISLAND AND 33.690 METERS (110.53 FEET) FROM THE STATION
 AU2559'S 16 DEG 29 MIN E.
 AU2559'
 AU2559'LOCAL KNOWLEDGE IS NECESSARY TO GET TO THE ISLAND.
 AU2559
 AU2559                          STATION RECOVERY (1948)
 AU2559
 AU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2559'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2559'DESCRIPTION ADEQUATE WITH THE FOLLOWING CHANGES--
 AU2559'
 AU2559'THE STATION IS ONLY 5 FEET FROM THE WATERLINE AT THE NW CORNER
 AU2559'OF THE ISLAND.
 AU2559'
 AU2559'A 30-FOOT TOWER IS IN PLACE OVER THE STATION.
 AU2559
 AU2559                          STATION RECOVERY (1948)
 AU2559
 AU2559'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2559'STATION RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION,
 AU2559'HOWEVER, THE ISLAND IS BEING ERODED, AND THE STATION NOW IS ONLY
 AU2559'ABOUT 15 FEET FROM THE WATERS EDGE, AND THE STATION WILL
 AU2559'PROBABLY GO IN A YEAR OR SO.
 AU2559
 AU2559                          STATION RECOVERY (1955)
 AU2559
 AU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2559'STATION APPARENTLY DESTROYED.  REFERENCE MARK 2 WAS ROUND LYING
 AU2559'ON ITS SIDE IN SHALLOW WATER OFF THE W END OF THE ISLAND.
 AU2559'STATION AND REFERENCE MARK 1 COULD NOT BE FOUND.
 AU2559
 AU2559                          STATION RECOVERY (1962)
 AU2559
 AU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (USH)
 AU2559'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK IS NOW
 AU2559'COVERED BY TWO VIVID ORANGE BARRELS SET INSIDE ONE ANOTHER.
 AU2559'THE BARRELS WERE DRIVEN APPROXIMATELY 1 FOOT IN THE GROUND AND
 AU2559'HELD IN PLACE BY SAND FILL.  IT IS APPROXIMATELY 400 FEET
 AU2559'FROM CENTER BULLSEYE TO BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1124 ***********************************************************************
 AT1124  DESIGNATION -  ISLAND
 AT1124  PID         -  AT1124
 AT1124  STATE/COUNTY-  LA/PLAQUEMINES
 AT1124  USGS QUAD   -  BURAS (1993)
 AT1124
 AT1124                         *CURRENT SURVEY CONTROL
 AT1124  ___________________________________________________________________
 AT1124* NAD 83(1992)-  29 15 18.92733(N)    089 37 00.25401(W)     ADJUSTED  
 AT1124* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1124  **This station is located in a subsidence area (see below).
 AT1124  ___________________________________________________________________
 AT1124  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1124  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AT1124
 AT1124  HORZ ORDER  -  THIRD
 AT1124
 AT1124.The horizontal coordinates were established by classical geodetic methods
 AT1124.and adjusted by the National Geodetic Survey in January 1993..
 AT1124
 AT1124 ** The orthometric height has not been validated since last determined
 AT1124 ** by differential leveling and should not be used for control purposes.
 AT1124 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1124 ** area with valid NAVD 88 orthometric heights.
 AT1124 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1124 ** epoch indicated which incorporates improved geoid heights for the
 AT1124 ** Southern Louisiana Subsidence area.
 AT1124 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1124.The orthometric height was scaled from a topographic map.
 AT1124
 AT1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1124
 AT1124.The geoid height was determined by GEOID03.
 AT1124
 AT1124;                    North         East     Units Scale Factor Converg.
 AT1124;SPC LA S     -    84,968.104 1,166,846.045   MT  1.00000977   +0 51 30.0
 AT1124;SPC LA S     -   278,766.19  3,828,227.40   sFT  1.00000977   +0 51 30.0
 AT1124;UTM  16      - 3,239,105.532   245,712.160   MT  1.00039798   -1 16 46.2
 AT1124
 AT1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1124!SPC LA S     -   1.00000376  x   1.00000977  =   1.00001353
 AT1124!UTM  16      -   1.00000376  x   1.00039798  =   1.00040175
 AT1124
 AT1124|---------------------------------------------------------------------|
 AT1124| PID    Reference Object                     Distance      Geod. Az  |
 AT1124|                                                           dddmmss.s |
 AT1124| DD7257 ISLAND RM 2                          24.510 METERS 03952     |
 AT1124| AT1122 AUGUST                              APPROX. 8.6 KM 0414431.6 |
 AT1124| AT1158 SCOFIELD BAYOU LIGHT NEW            APPROX. 5.3 KM 0993948.6 |
 AT1124| AT1159 SCOFIELD BAYOU POLE                 APPROX. 5.5 KM 1000245.4 |
 AT1124| DD7258 ISLAND RM 3                          28.280 METERS 27809     |
 AT1124| DD7256 ISLAND RM 1                          37.420 METERS 32704     |
 AT1124|---------------------------------------------------------------------|
 AT1124
 AT1124                          SUPERSEDED SURVEY CONTROL
 AT1124
 AT1124  NAD 83(1986)-  29 15 18.93617(N)    089 37 00.26385(W) AD(       ) 3
 AT1124  NAD 27      -  29 15 18.14200(N)    089 37 00.03700(W) AD(       ) 3
 AT1124
 AT1124.Superseded values are not recommended for survey control.
 AT1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1124.See file dsdata.txt to determine how the superseded data were derived.
 AT1124
 AT1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4571239106(NAD 83)
 AT1124_MARKER: DD = SURVEY DISK
 AT1124_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1124_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1124
 AT1124  HISTORY     - Date     Condition        Report By
 AT1124  HISTORY     - 1927     MONUMENTED       CGS
 AT1124  HISTORY     - 1934     GOOD             CGS
 AT1124
 AT1124                          STATION DESCRIPTION
 AT1124
 AT1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 AT1124'ON THE EASTERN END OF SHELL ISLAND, ABOUT 100 METERS WEST OF THE
 AT1124'EASTERN CHANNEL
 AT1124'LEADING INTO SHELL ISLAND BAY.  IT IS AN 8 INCH TILE, 2-1/2 FOOT
 AT1124'LONG SET AMONGST THE SHELLS AT
 AT1124'ABOUT THE HIGH WATER MARK.  IT IS FLUSH WITH
 AT1124'THE TOP OF THE SHELLS.  REF. MKS. NO 1 AND NO 2
 AT1124'ARE SIMILAR MARKS TO THE ABOVE
 AT1124'BUT PROJECT ABOUT 10 INCHES ABOVE THE GROUND, AND ARE ABOUT 10
 AT1124'FEET FROM THE EDGE OF
 AT1124'SHELL ISLAND BAY AT LOW WATER.  REF. MK. NO 3 IS A REGULAR MARK
 AT1124'SET ON TOP OF A 2 INCH X 4
 AT1124'INCH CYPRESS POST DRIVEN 10 FEET INTO THE GROUND AT
 AT1124'THE HIGH WATER MARK WEST OF THE STATION.  IT
 AT1124'PROJECTS ABOUT 10 INCHES ABOVE THE
 AT1124'SHELL PILE.  THE ISLAND AT THIS POINT IS CONSTANTLY CHANGING,
 AT1124'AT THE TIME THE MARK
 AT1124'WAS PUT IN, A SAND BAR MAKING INTO SHELL ISLAND BAY IN A NORTH
 AT1124'EASTERLY DIRECTION FROM THE MARK.
 AT1124'
 AT1124'HEIGHT OF SIGNAL ABOVE STATION MARK 6 METERS.
 AT1124
 AT1124                          STATION RECOVERY (1934)
 AT1124
 AT1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HWH)
 AT1124'IN 1934 THIS STATION WAS REPORTED TO ABOUT 80 METERS (262 FEET) OUT
 AT1124'IN THE GULF OF MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2977 ***********************************************************************
 AU2977  DESIGNATION -  ISLAND
 AU2977  PID         -  AU2977
 AU2977  STATE/COUNTY-  LA/LAFOURCHE
 AU2977  USGS QUAD   -  CALUMET ISLAND (1994)
 AU2977
 AU2977                         *CURRENT SURVEY CONTROL
 AU2977  ___________________________________________________________________
 AU2977* NAD 83(1992)-  29 04 28.67070(N)    090 16 29.92862(W)     ADJUSTED  
 AU2977* NAVD 88     -                                                        
 AU2977  **This station is located in a subsidence area (see below).
 AU2977  ___________________________________________________________________
 AU2977  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU2977  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AU2977
 AU2977  HORZ ORDER  -  THIRD
 AU2977
 AU2977.The horizontal coordinates were established by classical geodetic methods
 AU2977.and adjusted by the National Geodetic Survey in January 1993..
 AU2977
 AU2977 ** The orthometric height has not been validated since last determined
 AU2977 ** by differential leveling and should not be used for control purposes.
 AU2977 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2977 ** area with valid NAVD 88 orthometric heights.
 AU2977 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2977 ** epoch indicated which incorporates improved geoid heights for the
 AU2977 ** Southern Louisiana Subsidence area.
 AU2977 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2977
 AU2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2977
 AU2977.The geoid height was determined by GEOID03.
 AU2977
 AU2977;                    North         East     Units Scale Factor Converg.
 AU2977;SPC LA S     -    64,173.235 1,103,054.851   MT  1.00005534   +0 31 45.1
 AU2977;SPC LA S     -   210,541.69  3,618,939.12   sFT  1.00005534   +0 31 45.1
 AU2977;UTM  15      - 3,219,321.149   765,279.026   MT  1.00046849   +1 19 30.0
 AU2977
 AU2977|---------------------------------------------------------------------|
 AU2977| PID    Reference Object                     Distance      Geod. Az  |
 AU2977|                                                           dddmmss.s |
 AU2977| DD7259 ISLAND RM 1                          41.773 METERS 25401     |
 AU2977| AU2983 CALUMET                             APPROX. 7.2 KM 2984801.0 |
 AU2977| DD7260 ISLAND RM 2                          45.920 METERS 33407     |
 AU2977|---------------------------------------------------------------------|
 AU2977
 AU2977                          SUPERSEDED SURVEY CONTROL
 AU2977
 AU2977  NAD 83(1986)-  29 04 28.68711(N)    090 16 29.94129(W) AD(       ) 4
 AU2977  NAD 27      -  29 04 27.86100(N)    090 16 29.65000(W) AD(       ) 3
 AU2977
 AU2977.Superseded values are not recommended for survey control.
 AU2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2977.See file dsdata.txt to determine how the superseded data were derived.
 AU2977
 AU2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6527919321(NAD 83)
 AU2977_MARKER: Z = SEE DESCRIPTION
 AU2977_SETTING: 0 = UNSPECIFIED SETTING
 AU2977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2977
 AU2977  HISTORY     - Date     Condition        Report By
 AU2977  HISTORY     - 1934     MONUMENTED       CGS
 AU2977  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2977
 AU2977                          STATION DESCRIPTION
 AU2977
 AU2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2977'STATION IS ABOUT 5 MILES E OF TIMBALIER LIGHT, NEAR THE E
 AU2977'END OF EAST TIMBALIER ISLAND, ABOUT 0.2 MILE W OF AN OPENING
 AU2977'FROM TIMBALIER BAY TO THE GULF.
 AU2977'
 AU2977'A LETTER FROM THE GULF REFINING COMPANY, IN 1937 AND ONE
 AU2977'FROM THE GULF RESEARCH AND DEVELOPMENT COMPANY, IN 1938,
 AU2977'BOTH STATE THAT THIS STATION IS LOST, HAVING BEEN WASHED
 AU2977'AWAY BY EROSION OF THE SHORE LINE.
 AU2977
 AU2977                          STATION RECOVERY (1952)
 AU2977
 AU2977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2977'STATION IS LOST.  ACCORDING TO SURVEYS MADE BY THE GULF
 AU2977'REFINING CO., THE STATION IS NOW SOME 590 FT. OUT IN THE
 AU2977'GULF OF MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2563 ***********************************************************************
 AU2563  DESIGNATION -  ISLAND 2
 AU2563  PID         -  AU2563
 AU2563  STATE/COUNTY-  LA/ST MARY
 AU2563  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU2563
 AU2563                         *CURRENT SURVEY CONTROL
 AU2563  ___________________________________________________________________
 AU2563* NAD 83(1992)-  29 30 32.46764(N)    091 35 58.95288(W)     ADJUSTED  
 AU2563* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2563  ___________________________________________________________________
 AU2563  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2563  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU2563
 AU2563  HORZ ORDER  -  THIRD
 AU2563
 AU2563.The horizontal coordinates were established by classical geodetic methods
 AU2563.and adjusted by the National Geodetic Survey in January 1993..
 AU2563
 AU2563.The orthometric height was scaled from a topographic map.
 AU2563
 AU2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2563
 AU2563.The geoid height was determined by GEOID03.
 AU2563
 AU2563;                    North         East     Units Scale Factor Converg.
 AU2563;SPC LA S     -   111,875.365   974,173.813   MT  0.99996234   -0 07 59.5
 AU2563;SPC LA S     -   367,044.43  3,196,101.92   sFT  0.99996234   -0 07 59.5
 AU2563;UTM  15      - 3,265,199.694   635,721.671   MT  0.99982729   +0 41 23.4
 AU2563
 AU2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2563!SPC LA S     -   1.00000397  x   0.99996234  =   0.99996631
 AU2563!UTM  15      -   1.00000397  x   0.99982729  =   0.99983126
 AU2563
 AU2563|---------------------------------------------------------------------|
 AU2563| PID    Reference Object                     Distance      Geod. Az  |
 AU2563|                                                           dddmmss.s |
 AU2563| CV9920 ISLAND 2 RM 3                        24.220 METERS 02010     |
 AU2563| CV9921 ISLAND 2 RM 4                        24.580 METERS 09534     |
 AU2563| AU2558 UNITED GAS PIPELINE CO LIGHT G      APPROX. 7.7 KM 0971248.1 |
 AU2563| AU2556 RABBIT ISLAND LIGHT                 APPROX. 1.3 KM 1133707.2 |
 AU2563| AU2480 UNITED GAS PIPELINE CO LIGHT F      APPROX. 8.5 KM 1185229.3 |
 AU2563| AU2488 MAGNOLIA PETROLEUM CO PL LT F       APPROX. 3.5 KM 1493305.3 |
 AU2563| AU2478 ATCHAFALAYA BAY LIGHT 9             APPROX. 5.4 KM 1520505.8 |
 AU2563| AU2484 MAGNOLIA PETROLEUM CO PL LT E       APPROX. 4.8 KM 1653458.2 |
 AU2563| AU2474 TEXACO DOCK 1960                    APPROX. 6.8 KM 1854034.5 |
 AU2563| CV9919 ISLAND 2 RM 2                                      22456     |
 AU2563| AU2500 WEST                                APPROX. 9.3 KM 2485107.8 |
 AU2563|---------------------------------------------------------------------|
 AU2563
 AU2563                          SUPERSEDED SURVEY CONTROL
 AU2563
 AU2563  NAD 83(1986)-  29 30 32.49223(N)    091 35 58.94915(W) AD(       ) 3
 AU2563  NAD 27      -  29 30 31.71030(N)    091 35 58.52930(W) AD(       ) 3
 AU2563
 AU2563.Superseded values are not recommended for survey control.
 AU2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2563.See file dsdata.txt to determine how the superseded data were derived.
 AU2563
 AU2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3572265200(NAD 83)
 AU2563_MARKER: I = METAL ROD
 AU2563_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2563_SP_SET: OBJECT IMBEDDED IN GROUND
 AU2563
 AU2563  HISTORY     - Date     Condition        Report By
 AU2563  HISTORY     - 1960     MONUMENTED       CGS
 AU2563  HISTORY     - 1966     GOOD             CGS
 AU2563
 AU2563                          STATION DESCRIPTION
 AU2563
 AU2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2563'LOCATED ALONG THE EAST SIDE OF EAST COTE BLANCHE BAY, ABOUT
 AU2563'5 MILES SOUTHWEST OF THE MOUTH OF HORSESHOE BAYOU, ABOUT 2.5 MILES
 AU2563'WEST SOUTHWEST OF POINT CHEVREUIL AND ON THE WESTERLY END OF
 AU2563'RABBIT ISLAND.  STATION IS 116 FEET SOUTHEAST OF THE NORTHERLY
 AU2563'MEAN HIGH WATER LINE, 84 FEET NORTHEAST OF THE WEST END OF
 AU2563'THE ISLAND AND 66 FEET NORTHWEST OF THE SOUTH SHORELINE.
 AU2563'
 AU2563'THE STATION IS MARKED BY A 2 INCH IRON PIPE SET IN CONCRETE AND
 AU2563'PROJECTING 2 FEET ABOVE GROUND.
 AU2563'
 AU2563'R.M. NO. 3 IS 79.5 FEET NORTH OF THE STATION, 158 FEET NORTHWEST
 AU2563'OF THE SOUTH SHORELINE AND 57 FEET SOUTHEAST OF THE NORTH
 AU2563'SHORELINE.  A STANDARD DISK STAMPED ISLAND 2 NO. 3 1960 SET IN
 AU2563'TOP OF A 10 INCH ROUND CONCRETE MONUMENT, PROJECTING 6 INCHES
 AU2563'ABOVE GROUND.
 AU2563'
 AU2563'R.M. NO. 4 IS 80.65 FEET EAST OF THE STATION, 155 FEET SOUTHEAST
 AU2563'OF THE NORTH SHORELINE AND 60 FEET NORTHWEST OF THE SOUTH
 AU2563'SHORELINE.  A STANDARD DISK STAMPED ISLAND 2 NO. 4 1960 IN
 AU2563'TOP OF A 6 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES
 AU2563'ABOVE GROUND.
 AU2563'
 AU2563'HEIGHT OF LIGHT ABOVE STATION MARK 6.5 METERS.
 AU2563
 AU2563                          STATION RECOVERY (1966)
 AU2563
 AU2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2563'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 AU2563'CONDITION.
 AU2563'REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT FOUND.  THE
 AU2563'ORIGINAL DESCRIPTION IS
 AU2563'ADEQUATE EXCEPT AS FOLLOWS-
 AU2563'
 AU2563'STATION MARK IS 100 FEET SOUTHEAST OF THE WESTERN TIP OF THE
 AU2563'ISLAND AND 20 FEET
 AU2563'NORTHEAST OF THE SOUTH SHORELINE, A 2-INCH IRON
 AU2563'PIPE SET IN CONCRETE AND PROJECTING 2
 AU2563'FEET.  A METAL WITNESS POST
 AU2563'WAS SET 15 FEET NORTHEAST OF THE STATION.  REFERENCE
 AU2563'MARK 4, A STANDARD
 AU2563'DISK STAMPED ISLAND 2 NO 4 1960, SET IN THE TOP OF A CONCRETE
 AU2563'POST, IS 20 FEET
 AU2563'NORTHEAST OF THE SOUTH SHORELINE AND PROJECTS 2 INCHES.
 AU2563'
 AU2563'NOTE- THIS ISLAND HAS BEEN USED AS A BOMBING RANGE BY THE U.S.
 AU2563'NAVY AND IT IS NOT
 AU2563'KNOWN WHETHER OR NOT IT IS STILL BEING USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1132 ***********************************************************************
 AT1132  DESIGNATION -  ISLAND 2 1934
 AT1132  PID         -  AT1132
 AT1132  STATE/COUNTY-  LA/PLAQUEMINES
 AT1132  USGS QUAD   -  BASTIAN BAY (1993)
 AT1132
 AT1132                         *CURRENT SURVEY CONTROL
 AT1132  ___________________________________________________________________
 AT1132* NAD 83(1992)-  29 15 53.02355(N)    089 37 57.44250(W)     ADJUSTED  
 AT1132* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1132  **This station is located in a subsidence area (see below).
 AT1132  ___________________________________________________________________
 AT1132  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AT1132  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AT1132
 AT1132  HORZ ORDER  -  SECOND
 AT1132
 AT1132.The horizontal coordinates were established by classical geodetic methods
 AT1132.and adjusted by the National Geodetic Survey in January 1993..
 AT1132
 AT1132 ** The orthometric height has not been validated since last determined
 AT1132 ** by differential leveling and should not be used for control purposes.
 AT1132 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1132 ** area with valid NAVD 88 orthometric heights.
 AT1132 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1132 ** epoch indicated which incorporates improved geoid heights for the
 AT1132 ** Southern Louisiana Subsidence area.
 AT1132 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1132.The orthometric height was scaled from a topographic map.
 AT1132
 AT1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1132
 AT1132.The geoid height was determined by GEOID03.
 AT1132
 AT1132;                    North         East     Units Scale Factor Converg.
 AT1132;SPC LA S     -    85,994.759 1,165,286.555   MT  1.00000765   +0 51 01.4
 AT1132;SPC LA S     -   282,134.47  3,823,110.97   sFT  1.00000765   +0 51 01.4
 AT1132;UTM  16      - 3,240,190.077   244,191.456   MT  1.00040755   -1 17 15.5
 AT1132
 AT1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1132!SPC LA S     -   1.00000377  x   1.00000765  =   1.00001142
 AT1132!UTM  16      -   1.00000377  x   1.00040755  =   1.00041132
 AT1132
 AT1132                          SUPERSEDED SURVEY CONTROL
 AT1132
 AT1132  NAD 83(1986)-  29 15 53.03257(N)    089 37 57.45216(W) AD(       ) 2
 AT1132  NAD 27      -  29 15 52.22900(N)    089 37 57.22600(W) AD(       ) 2
 AT1132
 AT1132.Superseded values are not recommended for survey control.
 AT1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1132.See file dsdata.txt to determine how the superseded data were derived.
 AT1132
 AT1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4419140190(NAD 83)
 AT1132_MARKER: DD = SURVEY DISK
 AT1132_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1132_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1132
 AT1132  HISTORY     - Date     Condition        Report By
 AT1132  HISTORY     - 1934     MONUMENTED       CGS
 AT1132  HISTORY     - 1936     MARK NOT FOUND   CGS
 AT1132
 AT1132                          STATION DESCRIPTION
 AT1132
 AT1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1132'THIS STATION
 AT1132'IS LOCATED ON THE
 AT1132'SHORES OF THE GULF OF MEXICO ABOUT TWO MILES
 AT1132'SE OF GRAND BAYOU.  IT IS LOCATED ON
 AT1132'SHELL ISLAND AT THE EXTREME
 AT1132'EASTERN END OF THIS ISLAND THAT IS COVERED WITH
 AT1132'MANGROVES.  TO
 AT1132'THE E OF THIS STATION THERE IS A LOW SHELL BEACH DIVIDED INTO
 AT1132'ISLANDS BY
 AT1132'SEVERAL SHOAL PASSES LEADING INTO SHELL ISLAND BAY.
 AT1132'THE STATION IS SET ON A MOUND
 AT1132'OF SHELLS IN THE MANGROVES ABOUT
 AT1132'TWENTY METERS FROM THE HIGH-WATER MARK OF THE
 AT1132'GULF OF MEXICO AND
 AT1132'ABOUT 45 METERS FROM THE FIRST PASS INTO SHELL ISLAND BAY.
 AT1132'
 AT1132'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AT1132'CONCRETE AT THE
 AT1132'TOP OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE
 AT1132'TO THE UPPER ENDS OF LONG WOODEN
 AT1132'PILES DRIVEN INTO THE MARSH.
 AT1132'
 AT1132'HEIGHT OF SIGNAL ABOVE STATION MARK- 8 METERS.
 AT1132
 AT1132                          STATION RECOVERY (1936)
 AT1132
 AT1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1132'FOUND NO TRACE OF THIS STATION EXCEPT SEVERAL PIECES OF BROKEN
 AT1132'CONCRETE AND TILE
 AT1132'AT THE WATERS EDGE.  CONSIDERABLE EROSION OF
 AT1132'THE SHORELINE HAS OCCURRED IN THE
 AT1132'AREA, AND IT IS BELIEVED THAT
 AT1132'THE MARKS HAVE BEEN WASHED OUT AND ARE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1376 ***********************************************************************
 BJ1376  DESIGNATION -  ISOTTA
 BJ1376  PID         -  BJ1376
 BJ1376  STATE/COUNTY-  LA/ORLEANS
 BJ1376  USGS QUAD   -  SPANISH FORT (1992)
 BJ1376
 BJ1376                         *CURRENT SURVEY CONTROL
 BJ1376  ___________________________________________________________________
 BJ1376* NAD 83(1992)-  30 02 03.37395(N)    090 03 10.91568(W)     ADJUSTED  
 BJ1376* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1376  **This station is located in a subsidence area (see below).
 BJ1376  ___________________________________________________________________
 BJ1376  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ1376  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ1376  DYNAMIC HT  -           2.1   (meters)       7.    (feet)  COMP
 BJ1376  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 BJ1376
 BJ1376  HORZ ORDER  -  SECOND
 BJ1376  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1376
 BJ1376.The horizontal coordinates were established by classical geodetic methods
 BJ1376.and adjusted by the National Geodetic Survey in May 1994..
 BJ1376
 BJ1376 ** The orthometric height has not been validated since last determined
 BJ1376 ** by differential leveling and should not be used for control purposes.
 BJ1376 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1376 ** area with valid NAVD 88 orthometric heights.
 BJ1376 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1376 ** epoch indicated which incorporates improved geoid heights for the
 BJ1376 ** Southern Louisiana Subsidence area.
 BJ1376 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1376.The orthometric height was scaled from a topographic map.
 BJ1376.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1376
 BJ1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1376
 BJ1376.The geoid height was determined by GEOID03.
 BJ1376
 BJ1376.The dynamic height is computed by dividing the NAVD 88
 BJ1376.geopotential number by the normal gravity value computed on the
 BJ1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1376.degrees latitude (g = 980.6199 gals.).
 BJ1376
 BJ1376.The modeled gravity was interpolated from observed gravity values.
 BJ1376
 BJ1376;                    North         East     Units Scale Factor Converg.
 BJ1376;SPC LA S     -   170,754.928 1,123,477.315   MT  0.99992591   +0 38 24.6
 BJ1376;SPC LA S     -   560,218.46  3,685,941.82   sFT  0.99992591   +0 38 24.6
 BJ1376;UTM  15      - 3,326,242.962   784,193.495   MT  1.00059658   +1 28 33.6
 BJ1376;UTM  16      - 3,326,511.392   205,573.323   MT  1.00066966   -1 31 45.1
 BJ1376
 BJ1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1376!SPC LA S     -   1.00000380  x   0.99992591  =   0.99992971
 BJ1376!UTM  15      -   1.00000380  x   1.00059658  =   1.00060038
 BJ1376!UTM  16      -   1.00000380  x   1.00066966  =   1.00067346
 BJ1376
 BJ1376:                Primary Azimuth Mark                     Grid Az
 BJ1376:SPC LA S     -  INDUSTRIAL CANAL LIGHT                   061 36 07.1
 BJ1376:UTM  15      -  INDUSTRIAL CANAL LIGHT                   060 45 58.1
 BJ1376:UTM  16      -  INDUSTRIAL CANAL LIGHT                   063 46 16.8
 BJ1376
 BJ1376|---------------------------------------------------------------------|
 BJ1376| PID    Reference Object                     Distance      Geod. Az  |
 BJ1376|                                                           dddmmss.s |
 BJ1376| BJ4255 INDUSTRIAL CANAL LIGHT              APPROX. 1.7 KM 0621431.7 |
 BJ1376|---------------------------------------------------------------------|
 BJ1376
 BJ1376                          SUPERSEDED SURVEY CONTROL
 BJ1376
 BJ1376  NAD 83(1992)-  30 02 03.37392(N)    090 03 10.91557(W) AD(       ) 2
 BJ1376  NAD 83(1986)-  30 02 03.38872(N)    090 03 10.91500(W) AD(       ) 2
 BJ1376  NAD 27      -  30 02 02.66269(N)    090 03 10.65994(W) AD(       ) 2
 BJ1376  NAVD 88 (02/14/94)    2.062  (m)            6.77   (f) UNKNOWN     1 2
 BJ1376  NGVD 29 (05/21/91)    2.121  (m)            6.96   (f) ADJUSTED    1 2
 BJ1376
 BJ1376.Superseded values are not recommended for survey control.
 BJ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1376.See file dsdata.txt to determine how the superseded data were derived.
 BJ1376
 BJ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8419326243(NAD 83)
 BJ1376_MARKER: DS = TRIANGULATION STATION DISK
 BJ1376_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1376_SP_SET: RETAINING WALL
 BJ1376_STAMPING: ISOTTA 1931
 BJ1376_MARK LOGO: CGS   
 BJ1376_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1376+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1994
 BJ1376
 BJ1376  HISTORY     - Date     Condition        Report By
 BJ1376  HISTORY     - 1932     MONUMENTED       CGS
 BJ1376  HISTORY     - 1935     GOOD             LAGS
 BJ1376  HISTORY     - 1946     GOOD             CGS
 BJ1376  HISTORY     - 1951     GOOD             CGS
 BJ1376  HISTORY     - 1952     GOOD             CGS
 BJ1376  HISTORY     - 1953     GOOD             CGS
 BJ1376  HISTORY     - 1954     GOOD             CGS
 BJ1376  HISTORY     - 1976     GOOD             NGS
 BJ1376  HISTORY     - 1976     GOOD             NGS
 BJ1376  HISTORY     - 1985     GOOD             USPSQD
 BJ1376  HISTORY     - 1985     GOOD             NGS
 BJ1376  HISTORY     - 1988     GOOD             USPSQD
 BJ1376  HISTORY     - 1990     GOOD             USPSQD
 BJ1376  HISTORY     - 19901108 GOOD             NGS
 BJ1376  HISTORY     - 19941114 GOOD             NGS
 BJ1376
 BJ1376                          STATION DESCRIPTION
 BJ1376
 BJ1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RLS)
 BJ1376'ON THE TOP OF THE LAKE PONTCHARTRAIN SEA-WALL APPROXIMATELY
 BJ1376'1,000 YARDS E OF THE MILNEBURG TOWER.
 BJ1376'
 BJ1376'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH
 BJ1376'WITH THE TOP SURFACE OF THE TOP COPING.
 BJ1376
 BJ1376                          STATION RECOVERY (1935)
 BJ1376
 BJ1376'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1376'RECOVERED AS DESCRIBED.
 BJ1376
 BJ1376                          STATION RECOVERY (1946)
 BJ1376
 BJ1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ1376'RECOVERED IN EXCELLENT CONDITION AS DESCRIBED.  DESCRIPTION
 BJ1376'ADEQUATE.  IT IS ABOUT 8 MILES NE OF NEW ORLEANS.
 BJ1376
 BJ1376                          STATION RECOVERY (1951)
 BJ1376
 BJ1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 BJ1376'IN NEW ORLEANS.
 BJ1376'AT NEW ORLEANS, AT THE JUNCTION OF LAKESHORE DRIVE AND FRANKLIN
 BJ1376'AVENUE, SET IN THE TOP OF THE CONCRETE SEA WALL ALONG SHORE OF LAKE
 BJ1376'PONTCHARTRAIN, 60 FEET NORTH OF THE CENTER LINE OF LAKESHORE DRIVE, 38
 BJ1376'FEET WEST OF THE EXTENDED CENTER LINE OF THE SOUTH BOUND TRAFFIC LANE
 BJ1376'OF FRANKLIN AVENUE AND ABOUT 1 FOOT ABOVE DRIVE.
 BJ1376
 BJ1376                          STATION RECOVERY (1952)
 BJ1376
 BJ1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 BJ1376'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BJ1376'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 BJ1376
 BJ1376                          STATION RECOVERY (1953)
 BJ1376
 BJ1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1376'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BJ1376'A NEW DESCRIPTION FOLLOWS--
 BJ1376'
 BJ1376'STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEAWALL, JUST
 BJ1376'NW OF THE INTERSECTION OF LAKESHORE DRIVE AND FRANKLIN AVENUE,
 BJ1376'AND JUST N OF A LARGE BUILDING WITH A CONTROL TOWER ATOP THE
 BJ1376'NW CORNER.  IT IS A STANDARD BRONZE DISK, STAMPED ISOTTA
 BJ1376'1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 BJ1376'SEAWALL.
 BJ1376'
 BJ1376'THE REFERENCE MARK IS A STANDARD BRONZE DISK, STAMPED ISOTTA
 BJ1376'1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 BJ1376'SEAWALL.
 BJ1376
 BJ1376                          STATION RECOVERY (1954)
 BJ1376
 BJ1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1376'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ1376
 BJ1376                          STATION RECOVERY (1976)
 BJ1376
 BJ1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 BJ1376'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BJ1376
 BJ1376                          STATION RECOVERY (1976)
 BJ1376
 BJ1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1376'RECOVERED IN GOOD CONDITION.
 BJ1376
 BJ1376                          STATION RECOVERY (1985)
 BJ1376
 BJ1376'RECOVERY NOTE BY US POWER SQUADRON 1985 (PHL)
 BJ1376'RECOVERED IN GOOD CONDITION.
 BJ1376
 BJ1376                          STATION RECOVERY (1985)
 BJ1376
 BJ1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1376'RECOVERED IN GOOD CONDITION.
 BJ1376
 BJ1376                          STATION RECOVERY (1988)
 BJ1376
 BJ1376'RECOVERY NOTE BY US POWER SQUADRON 1988 (PHL)
 BJ1376'RECOVERED IN GOOD CONDITION.
 BJ1376
 BJ1376                          STATION RECOVERY (1990)
 BJ1376
 BJ1376'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLR)
 BJ1376'RECOVERED IN GOOD CONDITION.
 BJ1376
 BJ1376                          STATION RECOVERY (1990)
 BJ1376
 BJ1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1376'IN NEW ORLEANS, AT THE INTERSECTION OF LAKESHORE DRIVE AND FRANKLIN
 BJ1376'AVENUE, IN A CONCRETE RETAINING WALL ALONG THE SOUTH SHORE OF LAKE
 BJ1376'PONTCHARTRAIN, 24.4 M (80.1 FT) SOUTHEAST OF ISOTTA RM, 13.8 M (45.3
 BJ1376'FT) NORTH OF THE DRIVE CENTERLINE, 13.1 M (43.0 FT) WEST OF THE
 BJ1376'EXTENDED CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, AND 0.3 M
 BJ1376'(1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 BJ1376
 BJ1376                          STATION RECOVERY (1994)
 BJ1376
 BJ1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1376'IN NEW ORLEANS, AT THE INTERSECTION OF LAKESHORE DRIVE AND FRANKLIN
 BJ1376'AVENUE, IN A CONCRETE RETAINING WALL ALONG THE SOUTH SHORE OF LAKE
 BJ1376'PONTCHARTRAIN, 24.4 M (80.1 FT) SOUTHEAST OF ISOTTA REFERENCE MARK,
 BJ1376'13.0 M (42.7 FT) WEST OF THE EXTENDED CENTER OF THE SOUTHBOUND LANES
 BJ1376'OF THE AVENUE, 6.1 M (20.0 FT) NORTH OF THE DRIVE CENTERLINE, AND 0.3
 BJ1376'M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3067 ***********************************************************************
 CQ3067  DESIGNATION -  IVAN
 CQ3067  PID         -  CQ3067
 CQ3067  STATE/COUNTY-  LA/BOSSIER
 CQ3067  USGS QUAD   -  COTTON VALLEY (1981)
 CQ3067
 CQ3067                         *CURRENT SURVEY CONTROL
 CQ3067  ___________________________________________________________________
 CQ3067* NAD 83(1992)-  32 47 25.21400(N)    093 29 43.36028(W)     ADJUSTED  
 CQ3067* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 CQ3067  ___________________________________________________________________
 CQ3067  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CQ3067  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ3067
 CQ3067  HORZ ORDER  -  FIRST
 CQ3067
 CQ3067.The horizontal coordinates were established by classical geodetic methods
 CQ3067.and adjusted by the National Geodetic Survey in September 1999..
 CQ3067
 CQ3067.The orthometric height was scaled from a topographic map.
 CQ3067
 CQ3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3067
 CQ3067.The geoid height was determined by GEOID03.
 CQ3067
 CQ3067;                    North         East     Units Scale Factor Converg.
 CQ3067;SPC LA N     -   254,380.358   906,757.816   MT  1.00003054   -0 31 34.5
 CQ3067;SPC LA N     -   834,579.56  2,974,921.27   sFT  1.00003054   -0 31 34.5
 CQ3067;UTM  15      - 3,628,152.698   453,614.483   MT  0.99962653   -0 16 05.8
 CQ3067
 CQ3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3067!SPC LA N     -   0.99999344  x   1.00003054  =   1.00002397
 CQ3067!UTM  15      -   0.99999344  x   0.99962653  =   0.99961997
 CQ3067
 CQ3067|---------------------------------------------------------------------|
 CQ3067| PID    Reference Object                     Distance      Geod. Az  |
 CQ3067|                                                           dddmmss.s |
 CQ3067| CX6543 IVAN RM 1                            37.318 METERS 02212     |
 CQ3067| CX6545 IVAN RM 3                            22.890 METERS 08305     |
 CQ3067| CX6542 IVAN AZ MK                                         0930111.9 |
 CQ3067| CQ3241 BODCAU FIRE TOWER LFC               APPROX.10.4 KM 1854413.9 |
 CQ3067| CQ3242 BELLEVUE                            APPROX.12.9 KM 1934518.0 |
 CQ3067| CX6544 IVAN RM 2                            43.340 METERS 29312     |
 CQ3067|---------------------------------------------------------------------|
 CQ3067
 CQ3067                          SUPERSEDED SURVEY CONTROL
 CQ3067
 CQ3067  NAD 83(1992)-  32 47 25.21785(N)    093 29 43.35719(W) AD(       ) 1
 CQ3067  NAD 83(1986)-  32 47 25.22580(N)    093 29 43.35059(W) AD(       ) 1
 CQ3067  NAD 27      -  32 47 24.71100(N)    093 29 42.72400(W) AD(       ) 1
 CQ3067
 CQ3067.Superseded values are not recommended for survey control.
 CQ3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3067.See file dsdata.txt to determine how the superseded data were derived.
 CQ3067
 CQ3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5361428153(NAD 83)
 CQ3067_MARKER: DS = TRIANGULATION STATION DISK
 CQ3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3067
 CQ3067  HISTORY     - Date     Condition        Report By
 CQ3067  HISTORY     - 1950     MONUMENTED       CGS
 CQ3067  HISTORY     - 1974     GOOD             USGS
 CQ3067  HISTORY     - 1975     GOOD             NGS
 CQ3067  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ3067  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ3067
 CQ3067                          STATION DESCRIPTION
 CQ3067
 CQ3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3067'THE STATION IS LOCATED ABOUT 4.75 MILES WEST AND 2.0 MILES
 CQ3067'SOUTH OF COTTON VALLEY AND ABOUT 2.25 MILES EAST AND 0.25
 CQ3067'MILE SOUTH OF THE COMMUNITY OF IVAN ON LAND OWNED BY J.N.
 CQ3067'HARRIS OF MINDEN.  IT IS 50.0 FEET NORTHEAST OF THE NORTHEAST
 CQ3067'CORNER OF A FARM HOUSE, 41.0 FEET SOUTH OF THE CENTER OF A
 CQ3067'GRAVELED ROAD, AND 41.0 FEET WEST OF A FENCE CORNER AND 19.0
 CQ3067'FEET NORTH OF THE CENTER OF A WOODEN GATE INTO A FARM LOT.
 CQ3067'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED IVAN 1950.
 CQ3067'
 CQ3067'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 CQ3067'STATION.  IT IS 80.0 FEET NORTH OF THE CENTER OF A GRAVELED
 CQ3067'ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED IVAN NO 1 1950.
 CQ3067'
 CQ3067'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 CQ3067'IT IS 21.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 CQ3067'IT PROJECTS 4 INCHES AND IS STAMPED IVAN NO 2 1950.
 CQ3067'
 CQ3067'THE AZIMUTH MARK IS 29.0 FEET NORTH OF THE CENTER OF A GRAVELED
 CQ3067'ROAD AND 1.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 CQ3067'5 INCHES AND IS STAMPED IVAN 1950.
 CQ3067'
 CQ3067'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST NORTH
 CQ3067'OF THE DEPOT IN COTTON VALLEY, GO WEST ON STATE HIGHWAY NO.
 CQ3067'182 FOR 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY NO. 90,
 CQ3067'CONTINUE WEST ON STATE HIGHWAY NO. 182 FOR 4.55 MILES TO A
 CQ3067'T ROAD LEFT, TURN LEFT AND GO SOUTH AND SOUTHWEST ON GRAVELED
 CQ3067'ROAD FOR 2.7 MILES TO A SCHOOLHOUSE ON THE LEFT AND THE
 CQ3067'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON
 CQ3067'GRAVELED ROAD FOR 0.3 MILE TO A FARM HOUSE ON THE LEFT AND
 CQ3067'THE STATION AS DESCRIBED.
 CQ3067'
 CQ3067'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CQ3067
 CQ3067                          STATION RECOVERY (1974)
 CQ3067
 CQ3067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 CQ3067'THE HOUSE HAS BEEN REBUILT FURTHER FROM THE ROAD, WHICH HAS
 CQ3067'BEEN REBUILT AND SURFACED.  THE STATION MK. WAS FOUND IN GOOD
 CQ3067'CONDITION.  IT IS 43 FT. S. OF CENTER OF ROAD, 39 FT. W. OF
 CQ3067'NW CORNER OF A TIN TOOL SHED, 43 FT. N-NE OF CENTER OF A 24
 CQ3067'INCH SYCAMORE TREE AND ABOUT 3 INCHES BELOW SURFACE OF GROUND.
 CQ3067'THE TOP OF REFERENCE MK. 1 HAD BEEN BROKEN OFF LEAVING THE
 CQ3067'REMAINDER OF THE POST IN THE GROUND.  REF. MK. 2 WAS NOT
 CQ3067'FOUND AND APPEARED REMOVED BY ROAD CONSTRUCTION.  THE AZ. MK.
 CQ3067'WAS FOUND AS DESCRIBED BUT SIGHT IS BLOCKED BY A LARGE TREE.
 CQ3067
 CQ3067                          STATION RECOVERY (1975)
 CQ3067
 CQ3067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 CQ3067'THE STATION WAS VISITED 5-15-75 AND THE STATION AND THE AZIMUTH MARK
 CQ3067'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND WITH
 CQ3067'THE TOP BROKEN OFF.  IT WAS BACK IN POSITION ON THE LOWER PORTION
 CQ3067'OF THE MONUMENT, THE CENTER OF THE DISK TRANSFERRED TO A PLUMB
 CQ3067'BENCH AND THEN A NEW HOLE DRILLED AND A NEW DISK SET IN THE LOWER
 CQ3067'PORTION OF THE MONUMENT FROM THE POINT HELD ON THE PLUMB BENCH.
 CQ3067'REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  REFERENCE MARK NO. 3
 CQ3067'WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK WAS OBSTRUCTED FROM
 CQ3067'THE STATION BY A LARGE TREE ABOUT 0.1 MILE FROM THE STATION.  THE
 CQ3067'HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REBUILT.  A
 CQ3067'NEW DESCRIPTION FOLLOWS--
 CQ3067'
 CQ3067'THE STATION IS LOCATED ABOUT 5.0 MILES WEST-SOUTHWEST OF COTTON
 CQ3067'VALLEY ON PROPERTY OWNED BY FRED HAGEN.  IT IS 43 FEET SOUTH OF THE
 CQ3067'CENTER OF THE HIGHWAY, 42 FEET NORTH-NORTHEAST OF A 24-INCH
 CQ3067'SYCAMORE TREE, 2 FEET WEST OF THE PROJECTED TANGENT OF THE EAST
 CQ3067'SIDE OF A CONCRETE DRIVEWAY TO THE SOUTH, 110 FEET
 CQ3067'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. HAGENS BRICK
 CQ3067'HOUSE, 33 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF
 CQ3067'THE HOUSE, 39 FEET WEST OF THE NORTHWEST CORNER OF A TIN SHED,
 CQ3067'141 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A 4-FOOT OAK
 CQ3067'TREE, AND 13 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 CQ3067'DRIVEWAY.  IT IS A TRIANGULATION DISK STAMPED IVAN 1950 3
 CQ3067'INCHES BELOW THE GROUND.
 CQ3067'
 CQ3067'REFERENCE MARK NO. 1 IS 122.44 FEET NORTH-NORTHEAST OF THE STATION,
 CQ3067'68 FEET NORTH OF THE CENTER OF THE ROAD, 22 FEET SOUTHWEST OF A
 CQ3067'4-FOOT OAK TREE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS
 CQ3067'A REFERENCE MARK DISK STAMPED IVAN 1950 NO 1 1975, FLUSH WITH THE
 CQ3067'GROUND.
 CQ3067'
 CQ3067'REFERENCE MARK NO. 3 IS 75.10 FEET EAST OF THE STATION.  IT IS 37
 CQ3067'FEET SOUTH OF THE CENTER OF THE ROAD, 88 FEET EAST OF THE
 CQ3067'APPROXIMATE CENTER OF THE DRIVEWAY, 6 FEET SOUTH OF A FENCE CORNER,
 CQ3067'16 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A TIN SHED AND
 CQ3067'2 FEET WEST OF A FENCE LINE. IT IS A REFERENCE MARK DISK, STAMPED
 CQ3067'IVAN 1950 NO 3 1975, PROJECTING 4 INCHES.
 CQ3067'
 CQ3067'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, ACROSS THE ROAD
 CQ3067'FROM A BRICK HOUSE, 27.5 FEET NORTH OF THE CENTER OF THE ROAD, 4
 CQ3067'FEET WEST OF THE WEST ONE OF TWO OAK TREES, 69 FEET NORTHEAST OF
 CQ3067'THE NORTHEAST OF CORNER OF THE CATTLEGUARD OF THE DRIVEWAY LEADING
 CQ3067'TO THE BRICK HOUSE, 40 FEET EAST OF THE CENTER OF THE DRIVEWAY NORTH
 CQ3067'TO A VACANT LOT AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 CQ3067'AN AZIMUTH MARK DISK, STAMPED IVAN 1950 PROJECTING 4 INCHES.
 CQ3067'
 CQ3067'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 160
 CQ3067'IN COTTON VALLEY, GO WEST ON STATE HIGHWAY 160 FOR 4.40 MILES TO A
 CQ3067'SIDE ROAD LEFT AND GO SOUTH THEN WEST FOR 2.65 MILES TO THE
 CQ3067'AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.3 MILE TO THE TOP
 CQ3067'OF THE NEXT HILL AND THE STATION ON THE LEFT IN THE FRONTYARD OF
 CQ3067'THE HOUSE OWNED BY MR. HAGEN.
 CQ3067'
 CQ3067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILE WSW OF
 CQ3067'COTTON VALLEY.
 CQ3067
 CQ3067                          STATION RECOVERY (2001)
 CQ3067
 CQ3067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ3067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ3067
 CQ3067                          STATION RECOVERY (2002)
 CQ3067
 CQ3067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ3067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3153 ***********************************************************************
 AU3153  DESIGNATION -  IW STA PC 2871 PLUS 72.9 1934
 AU3153  PID         -  AU3153
 AU3153  STATE/COUNTY-  LA/LAFOURCHE
 AU3153  USGS QUAD   -  BOURG (1974)
 AU3153
 AU3153                         *CURRENT SURVEY CONTROL
 AU3153  ___________________________________________________________________
 AU3153* NAD 83(1992)-  29 34 16.69849(N)    090 35 39.21888(W)     ADJUSTED  
 AU3153* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3153  **This station is located in a subsidence area (see below).
 AU3153  ___________________________________________________________________
 AU3153  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU3153  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AU3153
 AU3153  HORZ ORDER  -  SECOND
 AU3153
 AU3153.The horizontal coordinates were established by classical geodetic methods
 AU3153.and adjusted by the National Geodetic Survey in January 1993..
 AU3153
 AU3153 ** The orthometric height has not been validated since last determined
 AU3153 ** by differential leveling and should not be used for control purposes.
 AU3153 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3153 ** area with valid NAVD 88 orthometric heights.
 AU3153 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3153 ** epoch indicated which incorporates improved geoid heights for the
 AU3153 ** Southern Louisiana Subsidence area.
 AU3153 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3153.The orthometric height was scaled from a topographic map.
 AU3153
 AU3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3153
 AU3153.The geoid height was determined by GEOID03.
 AU3153
 AU3153;                    North         East     Units Scale Factor Converg.
 AU3153;SPC LA S     -   118,980.129 1,071,614.274   MT  0.99995366   +0 22 10.4
 AU3153;SPC LA S     -   390,353.97  3,515,787.83   sFT  0.99995366   +0 22 10.4
 AU3153;UTM  15      - 3,273,699.602   733,057.361   MT  1.00027024   +1 11 16.1
 AU3153
 AU3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3153!SPC LA S     -   1.00000364  x   0.99995366  =   0.99995730
 AU3153!UTM  15      -   1.00000364  x   1.00027024  =   1.00027388
 AU3153
 AU3153                          SUPERSEDED SURVEY CONTROL
 AU3153
 AU3153  NAD 83(1986)-  29 34 16.72062(N)    090 35 39.22072(W) AD(       ) 2
 AU3153  NAD 27      -  29 34 15.94567(N)    090 35 38.90987(W) AD(       ) 2
 AU3153
 AU3153.Superseded values are not recommended for survey control.
 AU3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3153.See file dsdata.txt to determine how the superseded data were derived.
 AU3153
 AU3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3305773700(NAD 83)
 AU3153_MARKER: Z = SEE DESCRIPTION
 AU3153_SETTING: 0 = UNSPECIFIED SETTING
 AU3153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3153
 AU3153  HISTORY     - Date     Condition        Report By
 AU3153  HISTORY     - 1934     MONUMENTED       CGS
 AU3153
 AU3153                          STATION DESCRIPTION
 AU3153
 AU3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3153'STATION IS A BOURG, AT THE INTERSECTION OF STATE ROUTE 80 AND
 AU3153'THE INTRACOASTAL CANAL, 3 METERS N OF THE CANAL.
 AU3153'
 AU3153'STATION CHAUVIN IS 22.929 METERS (75.23 FEET) FROM THIS
 AU3153'STATION, N 82 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3154 ***********************************************************************
 AU3154  DESIGNATION -  IW STA PT 2871 PLUS 37.0 1934
 AU3154  PID         -  AU3154
 AU3154  STATE/COUNTY-  LA/LAFOURCHE
 AU3154  USGS QUAD   -  BOURG (1974)
 AU3154
 AU3154                         *CURRENT SURVEY CONTROL
 AU3154  ___________________________________________________________________
 AU3154* NAD 83(1992)-  29 34 17.04726(N)    090 35 39.13495(W)     ADJUSTED  
 AU3154* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3154  **This station is located in a subsidence area (see below).
 AU3154  ___________________________________________________________________
 AU3154  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU3154  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AU3154
 AU3154  HORZ ORDER  -  SECOND
 AU3154
 AU3154.The horizontal coordinates were established by classical geodetic methods
 AU3154.and adjusted by the National Geodetic Survey in January 1993..
 AU3154
 AU3154 ** The orthometric height has not been validated since last determined
 AU3154 ** by differential leveling and should not be used for control purposes.
 AU3154 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3154 ** area with valid NAVD 88 orthometric heights.
 AU3154 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3154 ** epoch indicated which incorporates improved geoid heights for the
 AU3154 ** Southern Louisiana Subsidence area.
 AU3154 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3154.The orthometric height was scaled from a topographic map.
 AU3154
 AU3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3154
 AU3154.The geoid height was determined by GEOID03.
 AU3154
 AU3154;                    North         East     Units Scale Factor Converg.
 AU3154;SPC LA S     -   118,990.882 1,071,616.463   MT  0.99995365   +0 22 10.5
 AU3154;SPC LA S     -   390,389.25  3,515,795.01   sFT  0.99995365   +0 22 10.5
 AU3154;UTM  15      - 3,273,710.388   733,059.398   MT  1.00027025   +1 11 16.1
 AU3154
 AU3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3154!SPC LA S     -   1.00000364  x   0.99995365  =   0.99995729
 AU3154!UTM  15      -   1.00000364  x   1.00027025  =   1.00027389
 AU3154
 AU3154                          SUPERSEDED SURVEY CONTROL
 AU3154
 AU3154  NAD 83(1986)-  29 34 17.06940(N)    090 35 39.13680(W) AD(       ) 2
 AU3154  NAD 27      -  29 34 16.29446(N)    090 35 38.82595(W) AD(       ) 2
 AU3154
 AU3154.Superseded values are not recommended for survey control.
 AU3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3154.See file dsdata.txt to determine how the superseded data were derived.
 AU3154
 AU3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3305973710(NAD 83)
 AU3154_MARKER: Z = SEE DESCRIPTION
 AU3154_SETTING: 0 = UNSPECIFIED SETTING
 AU3154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3154
 AU3154  HISTORY     - Date     Condition        Report By
 AU3154  HISTORY     - 1934     MONUMENTED       CGS
 AU3154
 AU3154                          STATION DESCRIPTION
 AU3154
 AU3154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3154'STATION AT BOURG, AT THE INTERSECTION OF STATE ROUTE 80 AND
 AU3154'THE INTRACOASTAL CANAL, 3 METERS N OF THE N BANK.
 AU3154'
 AU3154'STATION CHAUVIN IS 26.140 METERS (85.76 FEET) FROM THIS STATION
 AU3154'S 72 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1728 ***********************************************************************
 BK1728  DESIGNATION -  J
 BK1728  PID         -  BK1728
 BK1728  STATE/COUNTY-  LA/CALCASIEU
 BK1728  USGS QUAD   -  ECHO (1994)
 BK1728
 BK1728                         *CURRENT SURVEY CONTROL
 BK1728  ___________________________________________________________________
 BK1728* NAD 83(1986)-  30 09 05.     (N)    093 39 13.     (W)     SCALED    
 BK1728* NAVD 88     -         5.07   (+/-2cm)      16.6    (feet)  VERTCON   
 BK1728  ___________________________________________________________________
 BK1728  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1728
 BK1728  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1728
 BK1728.The horizontal coordinates were scaled from a topographic map and have
 BK1728.an estimated accuracy of +/- 6 seconds.
 BK1728
 BK1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1728.The vertical order pertains to the NGVD 29 superseded value.
 BK1728
 BK1728.The geoid height was determined by GEOID03.
 BK1728
 BK1728;                    North         East    Units  Estimated Accuracy
 BK1728;SPC LA S     -   185,310.      776,500.      MT  (+/- 180 meters Scaled)
 BK1728
 BK1728                          SUPERSEDED SURVEY CONTROL
 BK1728
 BK1728  NGVD 29 (??/??/??)    5.023  (m)           16.48   (f) ADJUSTED    1 2
 BK1728
 BK1728.Superseded values are not recommended for survey control.
 BK1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1728.See file dsdata.txt to determine how the superseded data were derived.
 BK1728
 BK1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP370357(NAD 83)
 BK1728_MARKER: DB = BENCH MARK DISK
 BK1728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1728_SP_SET: FOUNDATION
 BK1728_STAMPING: 17.155 J 1918
 BK1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1728
 BK1728  HISTORY     - Date     Condition        Report By
 BK1728  HISTORY     - 1918     MONUMENTED       CGS
 BK1728  HISTORY     - 1972     MARK NOT FOUND   NGS
 BK1728  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1728
 BK1728                          STATION DESCRIPTION
 BK1728
 BK1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 BK1728'IN TOOMEY.
 BK1728'AT TOOMEY, CALCASIEU PARISH, ABOUT 230 FEET SOUTHWEST OF THE TEXAS AND
 BK1728'NEW ORLEANS RAILROAD STATION, ABOUT 100 FEET SOUTH OF THE TRACK, AT
 BK1728'THE PLANT OF THE TEXAS CO., AND IN THE NORTHWEST CORNER OF THE
 BK1728'CONCRETE FOUNDATION OF THE MANIFOLD BUILDING.  A STANDARD DISK,
 BK1728'STAMPED 17.155 J 1918 AND SET VERTICALLY.
 BK1728
 BK1728                          STATION RECOVERY (1972)
 BK1728
 BK1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1728'MARK NOT FOUND.
 BK1728
 BK1728                          STATION RECOVERY (2004)
 BK1728
 BK1728'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1999 ***********************************************************************
 BX1999  DESIGNATION -  J 100
 BX1999  PID         -  BX1999
 BX1999  STATE/COUNTY-  LA/VERNON
 BX1999  USGS QUAD   -  NEW LLANO (1994)
 BX1999
 BX1999                         *CURRENT SURVEY CONTROL
 BX1999  ___________________________________________________________________
 BX1999* NAD 83(1986)-  31 07 30.     (N)    093 16 01.     (W)     SCALED    
 BX1999* NAVD 88     -        67.86   (+/-2cm)     222.6    (feet)  VERTCON   
 BX1999  ___________________________________________________________________
 BX1999  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BX1999
 BX1999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1999
 BX1999.The horizontal coordinates were scaled from a topographic map and have
 BX1999.an estimated accuracy of +/- 6 seconds.
 BX1999
 BX1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1999.The vertical order pertains to the NGVD 29 superseded value.
 BX1999
 BX1999.The geoid height was determined by GEOID03.
 BX1999
 BX1999;                    North         East    Units  Estimated Accuracy
 BX1999;SPC LA N     -    69,560.      926,850.      MT  (+/- 180 meters Scaled)
 BX1999
 BX1999                          SUPERSEDED SURVEY CONTROL
 BX1999
 BX1999  NGVD 29 (??/??/??)   67.964  (m)          222.98   (f) ADJUSTED    2 0
 BX1999
 BX1999.Superseded values are not recommended for survey control.
 BX1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1999.See file dsdata.txt to determine how the superseded data were derived.
 BX1999
 BX1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ745434(NAD 83)
 BX1999_MARKER: DB = BENCH MARK DISK
 BX1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1999_STAMPING: J 100 1938
 BX1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1999+STABILITY: SURFACE MOTION
 BX1999
 BX1999  HISTORY     - Date     Condition        Report By
 BX1999  HISTORY     - 1938     MONUMENTED       CGS
 BX1999  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1999  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1999
 BX1999                          STATION DESCRIPTION
 BX1999
 BX1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1999'0.8 MI S FROM LEESVILLE.
 BX1999'0.8 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1999'STATION AT LEESVILLE, VERNON PARISH, 0.2 MILE SOUTH OF MILEPOST 669,
 BX1999'13 FEET EAST OF THE EAST END OF A WHITE NEGRO CHURCH, 9 FEET NORTH OF
 BX1999'THE PROLONGATION OF THE SOUTH LINE OF THE CHURCH, AND 51 FEET WEST OF
 BX1999'THE WEST RAIL.  A STANDARD DISK, STAMPED J 100 1938 AND SET IN THE TOP
 BX1999'OF A CONCRETE POST.
 BX1999
 BX1999                          STATION RECOVERY (1994)
 BX1999
 BX1999'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1999'MARK NOT FOUND.
 BX1999
 BX1999                          STATION RECOVERY (2001)
 BX1999
 BX1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1999'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0711 ***********************************************************************
 BW0711  DESIGNATION -  J 106
 BW0711  PID         -  BW0711
 BW0711  STATE/COUNTY-  LA/TENSAS
 BW0711  USGS QUAD   -  CHAMBLEE (1994)
 BW0711
 BW0711                         *CURRENT SURVEY CONTROL
 BW0711  ___________________________________________________________________
 BW0711* NAD 83(1986)-  31 52 24.     (N)    091 16 02.     (W)     SCALED    
 BW0711* NAVD 88     -        26.49   (+/-2cm)      86.9    (feet)  VERTCON   
 BW0711  ___________________________________________________________________
 BW0711  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW0711
 BW0711  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0711
 BW0711.The horizontal coordinates were scaled from a topographic map and have
 BW0711.an estimated accuracy of +/- 6 seconds.
 BW0711
 BW0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0711.The vertical order pertains to the NGVD 29 superseded value.
 BW0711
 BW0711.The geoid height was determined by GEOID03.
 BW0711
 BW0711;                    North         East    Units  Estimated Accuracy
 BW0711;SPC LA N     -   152,930.    1,116,640.      MT  (+/- 180 meters Scaled)
 BW0711
 BW0711                          SUPERSEDED SURVEY CONTROL
 BW0711
 BW0711  NGVD 29 (??/??/92)   26.50   (m)           86.9    (f) COMPUTED    1 2
 BW0711
 BW0711.Superseded values are not recommended for survey control.
 BW0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0711.See file dsdata.txt to determine how the superseded data were derived.
 BW0711
 BW0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR639277(NAD 83)
 BW0711_MARKER: DB = BENCH MARK DISK
 BW0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0711_STAMPING: J 106 1938
 BW0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0711+STABILITY: SURFACE MOTION
 BW0711
 BW0711  HISTORY     - Date     Condition        Report By
 BW0711  HISTORY     - 1938     MONUMENTED       CGS
 BW0711  HISTORY     - 1962     POOR             USGS
 BW0711
 BW0711                          STATION DESCRIPTION
 BW0711
 BW0711'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0711'3.25 MI SW FROM ST JOSEPH.
 BW0711'3-1/4 MILES SOUTHWEST OF ST. JOSEPH, TENSAS PARISH, AT THE UPPER END
 BW0711'OF RODNEY CUT OFF, BACK OF AND ON THE HIGHEST PART OF A LARGE SAND
 BW0711'MOUND MADE BY THE OVERBANK DISCHARGE OF A DREDGE, 600 FEET LAND WARD
 BW0711'FROM THE CENTERLINE OF THE OLD RODNEY BEND LEVEE, 450 FEET ABOVE AND
 BW0711'ANGLE TO THE LEFT AT THE LOWER END OF A LONG TANGENT, AND ON STATION
 BW0711'22+00 FROM THE 1171+55 OFFSET LINE.  A STANDARD DISK SET IN THE TOP OF
 BW0711'A CONCRETE POST PROJECTING 18 INCHES ABOVE GROUND.  NOTE-- THE POST IS
 BW0711'LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1035 ***********************************************************************
 BW1035  DESIGNATION -  J 108
 BW1035  PID         -  BW1035
 BW1035  STATE/COUNTY-  LA/CONCORDIA
 BW1035  USGS QUAD   -  SIBLEY (1988)
 BW1035
 BW1035                         *CURRENT SURVEY CONTROL
 BW1035  ___________________________________________________________________
 BW1035* NAD 83(1986)-  31 23 59.     (N)    091 28 44.     (W)     SCALED    
 BW1035* NAVD 88     -        19.62   (+/-2cm)      64.4    (feet)  VERTCON   
 BW1035  ___________________________________________________________________
 BW1035  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BW1035
 BW1035  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1035
 BW1035.The horizontal coordinates were scaled from a topographic map and have
 BW1035.an estimated accuracy of +/- 6 seconds.
 BW1035
 BW1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1035.The vertical order pertains to the NGVD 29 superseded value.
 BW1035
 BW1035.The geoid height was determined by GEOID03.
 BW1035
 BW1035;                    North         East    Units  Estimated Accuracy
 BW1035;SPC LA N     -   100,220.    1,097,110.      MT  (+/- 180 meters Scaled)
 BW1035
 BW1035                          SUPERSEDED SURVEY CONTROL
 BW1035
 BW1035  NGVD 29 (??/??/92)   19.608  (m)           64.33   (f) ADJ UNCH    1 2
 BW1035
 BW1035.Superseded values are not recommended for survey control.
 BW1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1035.See file dsdata.txt to determine how the superseded data were derived.
 BW1035
 BW1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ446749(NAD 83)
 BW1035_MARKER: DB = BENCH MARK DISK
 BW1035_SETTING: 0 = UNSPECIFIED SETTING
 BW1035_STAMPING: J 108 1938
 BW1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1035
 BW1035  HISTORY     - Date     Condition        Report By
 BW1035  HISTORY     - 1938     MONUMENTED       CGS
 BW1035  HISTORY     - 1943     GOOD             NGS
 BW1035  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1035  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BW1035
 BW1035                          STATION DESCRIPTION
 BW1035
 BW1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BW1035'13 MI S FROM VIDALIA.
 BW1035'13 MILES SOUTH OF VIDALIA, CONCORDIA PARISH, ON ESPERANCE POINT ON THE
 BW1035'WEST BANK OF MISSISSIPPI RIVER, WEST ACROSS THE RIVER FROM HUTCHINS
 BW1035'LANDING, 1500 FEET SOUTH OF THE SOUTH TIMBER LINE OF A SAND BAR, 800
 BW1035'FEET WEST OF THE WEST BANK OF THE RIVER, ON A SMALL RISE, 157 FEET
 BW1035'WEST-SOUTHWEST OF BENCH MARK 723 (USE), 51 FEET SOUTH OF RANGE 722.6,
 BW1035'AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK
 BW1035'SET IN THE TOP OF A CONCRETE PROJECTING 1 FOOT ABOVE GROUND.
 BW1035
 BW1035                          STATION RECOVERY (1966)
 BW1035
 BW1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1035'MARK NOT FOUND.
 BW1035
 BW1035                          STATION RECOVERY (1986)
 BW1035
 BW1035'RECOVERY NOTE BY US POWER SQUADRON 1986 (DMW)
 BW1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1042 ***********************************************************************
 BX1042  DESIGNATION -  J 110
 BX1042  PID         -  BX1042
 BX1042  STATE/COUNTY-  LA/RAPIDES
 BX1042  USGS QUAD   -  RAPIDES (1992)
 BX1042
 BX1042                         *CURRENT SURVEY CONTROL
 BX1042  ___________________________________________________________________
 BX1042* NAD 83(1986)-  31 20 05.     (N)    092 31 19.     (W)     SCALED    
 BX1042* NAVD 88     -        24.951  (meters)      81.86   (feet)  ADJUSTED  
 BX1042  ___________________________________________________________________
 BX1042  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BX1042  DYNAMIC HT  -          24.920 (meters)      81.76  (feet)  COMP
 BX1042  MODELED GRAV-     979,421.2   (mgal)                       NAVD 88
 BX1042
 BX1042  VERT ORDER  -  FIRST     CLASS I
 BX1042
 BX1042.The horizontal coordinates were scaled from a topographic map and have
 BX1042.an estimated accuracy of +/- 6 seconds.
 BX1042
 BX1042.The orthometric height was determined by differential leveling
 BX1042.and adjusted by the National Geodetic Survey in February 1994..
 BX1042
 BX1042.The geoid height was determined by GEOID03.
 BX1042
 BX1042.The dynamic height is computed by dividing the NAVD 88
 BX1042.geopotential number by the normal gravity value computed on the
 BX1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1042.degrees latitude (g = 980.6199 gals.).
 BX1042
 BX1042.The modeled gravity was interpolated from observed gravity values.
 BX1042
 BX1042;                    North         East    Units  Estimated Accuracy
 BX1042;SPC LA N     -    92,550.      997,910.      MT  (+/- 180 meters Scaled)
 BX1042
 BX1042                          SUPERSEDED SURVEY CONTROL
 BX1042
 BX1042  NAVD 88 (06/15/91)   24.950  (m)           81.86   (f) UNKNOWN     1 1
 BX1042  NGVD 29 (??/??/??)   24.945  (m)           81.84   (f) ADJUSTED    1 1
 BX1042
 BX1042.Superseded values are not recommended for survey control.
 BX1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1042.See file dsdata.txt to determine how the superseded data were derived.
 BX1042
 BX1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ454667(NAD 83)
 BX1042_MARKER: DB = BENCH MARK DISK
 BX1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1042_STAMPING: J 110 1945
 BX1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1042+STABILITY: SURFACE MOTION
 BX1042
 BX1042  HISTORY     - Date     Condition        Report By
 BX1042  HISTORY     - 1945     MONUMENTED       CGS
 BX1042  HISTORY     - 1966     GOOD             CGS
 BX1042  HISTORY     - 1969     GOOD             CGS
 BX1042  HISTORY     - 1977     GOOD             NGS
 BX1042  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1042
 BX1042                          STATION DESCRIPTION
 BX1042
 BX1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX1042'6.3 MI NW FROM ALEXANDRIA.
 BX1042'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1042'ALEXANDRIA, THENCE 5.15 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1042'RAILROAD, THENCE 0.7 MILE SOUTH ALONG STATE HIGHWAY 498, 0.55 MILE
 BX1042'NORTH OF THE MAIN ENTRANCE TO ENGLAND AIR FORCE BASE, 98 FEET SOUTH OF
 BX1042'THE CENTER LINE OF A DRIVEWAY LEADING TO KELLY NUMBER 2 TRAILER PARK,
 BX1042'51 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 498, 73 FEET NORTH OF
 BX1042'A POWER POLE WITH A LINE CROSSING THE HIGHWAY, 1 FOOT WEST OF A FENCE,
 BX1042'0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 BX1042'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BX1042'GROUND.
 BX1042
 BX1042                          STATION RECOVERY (1969)
 BX1042
 BX1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1042'RECOVERED IN GOOD CONDITION.
 BX1042
 BX1042                          STATION RECOVERY (1977)
 BX1042
 BX1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1042'RECOVERED IN GOOD CONDITION.
 BX1042
 BX1042                          STATION RECOVERY (1999)
 BX1042
 BX1042'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2094 ***********************************************************************
 CQ2094  DESIGNATION -  J 111
 CQ2094  PID         -  CQ2094
 CQ2094  STATE/COUNTY-  LA/BOSSIER
 CQ2094  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2094
 CQ2094                         *CURRENT SURVEY CONTROL
 CQ2094  ___________________________________________________________________
 CQ2094* NAD 83(1986)-  32 31 04.     (N)    093 39 56.     (W)     SCALED    
 CQ2094* NAVD 88     -        50.11   (+/-2cm)     164.4    (feet)  VERTCON   
 CQ2094  ___________________________________________________________________
 CQ2094  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2094
 CQ2094  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2094
 CQ2094.The horizontal coordinates were scaled from a topographic map and have
 CQ2094.an estimated accuracy of +/- 6 seconds.
 CQ2094
 CQ2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2094.The vertical order pertains to the NGVD 29 superseded value.
 CQ2094
 CQ2094.The geoid height was determined by GEOID03.
 CQ2094
 CQ2094;                    North         East    Units  Estimated Accuracy
 CQ2094;SPC LA N     -   224,320.      890,490.      MT  (+/- 180 meters Scaled)
 CQ2094
 CQ2094                          SUPERSEDED SURVEY CONTROL
 CQ2094
 CQ2094  NGVD 29 (??/??/??)   50.178  (m)          164.63   (f) ADJUSTED    1 2
 CQ2094
 CQ2094.Superseded values are not recommended for survey control.
 CQ2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2094.See file dsdata.txt to determine how the superseded data were derived.
 CQ2094
 CQ2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR374980(NAD 83)
 CQ2094_MARKER: DB = BENCH MARK DISK
 CQ2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2094+STABILITY: SURFACE MOTION
 CQ2094
 CQ2094  HISTORY     - Date     Condition        Report By
 CQ2094  HISTORY     - UNK      MONUMENTED       CGS
 CQ2094  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2094
 CQ2094                          STATION DESCRIPTION
 CQ2094
 CQ2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2094'IN BARKSDALE AIR FORCE BASE.
 CQ2094'AT BARKSDALE AFB, 2.9 MILES CLOCKWISE ALONG THE LOOP OF THE
 CQ2094'RIFLE-RANGE ROAD FROM THE CONTROL TOWER, 0.2 MILE NORTHEAST OF THE
 CQ2094'NORTHERN-MOST INTERSECTION OF RUNWAYS, 130 FEET WEST OF A CURVE TO THE
 CQ2094'SOUTHEAST IN THE ROAD, 69 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CQ2094'AND 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP
 CQ2094'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0682 ***********************************************************************
 CQ0682  DESIGNATION -  J 115
 CQ0682  PID         -  CQ0682
 CQ0682  STATE/COUNTY-  LA/OUACHITA
 CQ0682  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0682
 CQ0682                         *CURRENT SURVEY CONTROL
 CQ0682  ___________________________________________________________________
 CQ0682* NAD 83(1986)-  32 25 01.     (N)    092 07 42.     (W)     SCALED    
 CQ0682* NAVD 88     -        23.43   (+/-2cm)      76.9    (feet)  VERTCON   
 CQ0682  ___________________________________________________________________
 CQ0682  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0682
 CQ0682  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0682
 CQ0682.The horizontal coordinates were scaled from a topographic map and have
 CQ0682.an estimated accuracy of +/- 6 seconds.
 CQ0682
 CQ0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0682.The vertical order pertains to the NGVD 29 superseded value.
 CQ0682
 CQ0682.The geoid height was determined by GEOID03.
 CQ0682
 CQ0682;                    North         East    Units  Estimated Accuracy
 CQ0682;SPC LA N     -   212,600.    1,034,960.      MT  (+/- 180 meters Scaled)
 CQ0682
 CQ0682                          SUPERSEDED SURVEY CONTROL
 CQ0682
 CQ0682  NGVD 29 (??/??/??)   23.473  (m)           77.01   (f) ADJUSTED    1 2
 CQ0682
 CQ0682.Superseded values are not recommended for survey control.
 CQ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0682.See file dsdata.txt to determine how the superseded data were derived.
 CQ0682
 CQ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR819869(NAD 83)
 CQ0682_MARKER: DB = BENCH MARK DISK
 CQ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0682_STAMPING: J 115 1949
 CQ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0682+STABILITY: SURFACE MOTION
 CQ0682
 CQ0682  HISTORY     - Date     Condition        Report By
 CQ0682  HISTORY     - 1949     MONUMENTED       CGS
 CQ0682  HISTORY     - 1966     GOOD             CGS
 CQ0682
 CQ0682                          STATION DESCRIPTION
 CQ0682
 CQ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0682'8.65 MI SW FROM MONROE.
 CQ0682'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0682'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0682'THENCE 2.3 MILES SOUTH ALONG U.S. HIGHWAY 165, THENCE 0.7 MILE
 CQ0682'NORTHWEST ALONG BUCKHORN BEND ROAD, THENCE 0.9 MILE WEST ALONG
 CQ0682'BUCKHORN LOOP ROAD, IN SECTION 35, T 17 N, R 3 E, ON PROPERTY
 CQ0682'BELONGING TO MR. C.M. MCMULLEN, 97 FEET SOUTH OF THE CENTER LINE OF
 CQ0682'THE ROAD, 209 FEET WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 2
 CQ0682'FEET EAST OF THE NORTHEAST CORNER OF A LONG SHED, ABOUT LEVEL WITH THE
 CQ0682'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0446 ***********************************************************************
 CQ0446  DESIGNATION -  J 116
 CQ0446  PID         -  CQ0446
 CQ0446  STATE/COUNTY-  LA/OUACHITA
 CQ0446  USGS QUAD   -  BOSCO (1982)
 CQ0446
 CQ0446                         *CURRENT SURVEY CONTROL
 CQ0446  ___________________________________________________________________
 CQ0446* NAD 83(1986)-  32 16 51.     (N)    092 05 28.     (W)     SCALED    
 CQ0446* NAVD 88     -        21.19   (+/-2cm)      69.5    (feet)  VERTCON   
 CQ0446  ___________________________________________________________________
 CQ0446  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0446
 CQ0446  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0446
 CQ0446.The horizontal coordinates were scaled from a topographic map and have
 CQ0446.an estimated accuracy of +/- 6 seconds.
 CQ0446
 CQ0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0446.The vertical order pertains to the NGVD 29 superseded value.
 CQ0446
 CQ0446.The geoid height was determined by GEOID03.
 CQ0446
 CQ0446;                    North         East    Units  Estimated Accuracy
 CQ0446;SPC LA N     -   197,520.    1,038,520.      MT  (+/- 180 meters Scaled)
 CQ0446
 CQ0446                          SUPERSEDED SURVEY CONTROL
 CQ0446
 CQ0446  NGVD 29 (??/??/??)   21.225  (m)           69.64   (f) ADJUSTED    1 2
 CQ0446
 CQ0446.Superseded values are not recommended for survey control.
 CQ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0446.See file dsdata.txt to determine how the superseded data were derived.
 CQ0446
 CQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR855719(NAD 83)
 CQ0446_MARKER: DB = BENCH MARK DISK
 CQ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0446_STAMPING: J 116 1949
 CQ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0446+STABILITY: SURFACE MOTION
 CQ0446
 CQ0446  HISTORY     - Date     Condition        Report By
 CQ0446  HISTORY     - 1949     MONUMENTED       CGS
 CQ0446  HISTORY     - 1966     GOOD             CGS
 CQ0446  HISTORY     - 1990     GOOD             USPSQD
 CQ0446  HISTORY     - 1991     GOOD             USPSQD
 CQ0446
 CQ0446                          STATION DESCRIPTION
 CQ0446
 CQ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0446'0.65 MI S FROM BOSCO.
 CQ0446'ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0446'BOSCO, IN SECTION 18, T 15 N, R 4 E, 49 FEET WEST OF THE CENTER LINE
 CQ0446'OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 CQ0446'DRIVEWAY, 112 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CQ0446'FARMHOUSE, 1 FOOT EAST OF A FENCE, 0.8 FOOT NORTHWEST OF A METAL
 CQ0446'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CQ0446'CONCRETE POST FLUSH WITH THE GROUND.
 CQ0446
 CQ0446                          STATION RECOVERY (1990)
 CQ0446
 CQ0446'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0446'RECOVERED IN GOOD CONDITION.
 CQ0446
 CQ0446                          STATION RECOVERY (1991)
 CQ0446
 CQ0446'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0798 ***********************************************************************
 CQ0798  DESIGNATION -  J 117
 CQ0798  PID         -  CQ0798
 CQ0798  STATE/COUNTY-  LA/CALDWELL
 CQ0798  USGS QUAD   -  BLANKSTON (1989)
 CQ0798
 CQ0798                         *CURRENT SURVEY CONTROL
 CQ0798  ___________________________________________________________________
 CQ0798* NAD 83(1986)-  32 08 57.     (N)    092 09 27.     (W)     SCALED    
 CQ0798* NAVD 88     -        49.72   (+/-2cm)     163.1    (feet)  VERTCON   
 CQ0798  ___________________________________________________________________
 CQ0798  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ0798
 CQ0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0798
 CQ0798.The horizontal coordinates were scaled from a topographic map and have
 CQ0798.an estimated accuracy of +/- 6 seconds.
 CQ0798
 CQ0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0798.The vertical order pertains to the NGVD 29 superseded value.
 CQ0798
 CQ0798.The geoid height was determined by GEOID03.
 CQ0798
 CQ0798;                    North         East    Units  Estimated Accuracy
 CQ0798;SPC LA N     -   182,900.    1,032,310.      MT  (+/- 180 meters Scaled)
 CQ0798
 CQ0798                          SUPERSEDED SURVEY CONTROL
 CQ0798
 CQ0798  NGVD 29 (??/??/??)   49.738  (m)          163.18   (f) ADJUSTED    2 0
 CQ0798
 CQ0798.Superseded values are not recommended for survey control.
 CQ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0798.See file dsdata.txt to determine how the superseded data were derived.
 CQ0798
 CQ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR794572(NAD 83)
 CQ0798_MARKER: DB = BENCH MARK DISK
 CQ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0798_STAMPING: J 117 1949
 CQ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0798+STABILITY: SURFACE MOTION
 CQ0798
 CQ0798  HISTORY     - Date     Condition        Report By
 CQ0798  HISTORY     - 1949     MONUMENTED       CGS
 CQ0798  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0798
 CQ0798                          STATION DESCRIPTION
 CQ0798
 CQ0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0798'2.1 MI NE FROM MOUNT PLEASANT.
 CQ0798'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0798'CHURCH AT MOUNT PLEASANT, AT A T JUNCTION OF THE COUNTRY ROAD AND
 CQ0798'STATE HIGHWAY 1636, IN LINE WITH A ROW OF TREES, 0.1 MILE EAST OF A
 CQ0798'FARMHOUSE, 275 FEET SOUTH OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE,
 CQ0798'61 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTH OF THE
 CQ0798'CENTER LINE OF THE COUNTRY ROAD, 2 FEET SOUTH OF A WITNESS POST, SET
 CQ0798'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CQ0798'GROUND.
 CQ0798
 CQ0798                          STATION RECOVERY (1986)
 CQ0798
 CQ0798'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0661 ***********************************************************************
 CQ0661  DESIGNATION -  J 118 RESET
 CQ0661  PID         -  CQ0661
 CQ0661  STATE/COUNTY-  LA/OUACHITA
 CQ0661  USGS QUAD   -  CADEVILLE (1982)
 CQ0661
 CQ0661                         *CURRENT SURVEY CONTROL
 CQ0661  ___________________________________________________________________
 CQ0661* NAD 83(1986)-  32 24 29.     (N)    092 19 16.     (W)     SCALED    
 CQ0661* NAVD 88     -        54.88   (+/-2cm)     180.1    (feet)  VERTCON   
 CQ0661  ___________________________________________________________________
 CQ0661  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0661
 CQ0661  VERT ORDER  -  THIRD (See Below)
 CQ0661
 CQ0661.The horizontal coordinates were scaled from a topographic map and have
 CQ0661.an estimated accuracy of +/- 6 seconds.
 CQ0661
 CQ0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0661.The vertical order pertains to the NGVD 29 superseded value.
 CQ0661
 CQ0661.The geoid height was determined by GEOID03.
 CQ0661
 CQ0661;                    North         East    Units  Estimated Accuracy
 CQ0661;SPC LA N     -   211,570.    1,016,830.      MT  (+/- 180 meters Scaled)
 CQ0661
 CQ0661                          SUPERSEDED SURVEY CONTROL
 CQ0661
 CQ0661  NGVD 29 (??/??/??)   54.92   (m)          180.2    (f) RESET       3  
 CQ0661
 CQ0661.Superseded values are not recommended for survey control.
 CQ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0661.See file dsdata.txt to determine how the superseded data were derived.
 CQ0661
 CQ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR638858(NAD 83)
 CQ0661_MARKER: DB = BENCH MARK DISK
 CQ0661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CQ0661+WITH SETTING: INFORMATION.
 CQ0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0661_STAMPING: J 118 RESET 1973
 CQ0661_MARK LOGO: CGS   
 CQ0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0661+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 CQ0661
 CQ0661  HISTORY     - Date     Condition        Report By
 CQ0661  HISTORY     - 1973     MONUMENTED       NGS
 CQ0661  HISTORY     - 1990     GOOD             USPSQD
 CQ0661  HISTORY     - 19900618 GOOD             LADTD
 CQ0661
 CQ0661                          STATION DESCRIPTION
 CQ0661
 CQ0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CQ0661'2.2 MI N FROM OKALOOSA.
 CQ0661'LOCATED ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 1298 FROM THE
 CQ0661'OKALOOSA SCHOOL AT THE JUNCTION WITH STATE HIGHWAY 34 AND OKALOOSA
 CQ0661'SCHOOL ROAD, ON PROPERTY OWNED BY MR. E.J. WHITE.  IT IS 82 FEET NORTH
 CQ0661'OF STATE HIGHWAY 34, 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CQ0661'HOUSE, 25.5 FEET WEST OF A POWER POLE, 19 FEET SOUTH OF THE PROJECTED
 CQ0661'PLANE OF THE SOUTH WALL OF MR. WHITES HOUSE, 12 FEET NORTH OF A FENCE
 CQ0661'CORNER, 19 FEET SOUTHWEST OF AN 18-INCH ELM TREE, AND 1 FOOT NORTH OF
 CQ0661'A METAL WITNESS POST.  IT IS A SHORT ROD TYPE MARK FLUSH WITH THE
 CQ0661'GROUND.
 CQ0661
 CQ0661                          STATION RECOVERY (1990)
 CQ0661
 CQ0661'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0661'RECOVERED IN GOOD CONDITION.
 CQ0661
 CQ0661                          STATION RECOVERY (1990)
 CQ0661
 CQ0661'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ0661'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHWEST OF MONROE AND
 CQ0661'5.9 MI (9.5 KM) EAST OF EROS.  OWNERSHIP--MR.  E J WHITE. (9.5 KM) ON
 CQ0661'STATE HIGHWAY 34 TO THE JUNCTION WITH OKALOOSA SCHOOL ROAD ON THE
 CQ0661'RIGHT AND THE MARK ON THE LEFT IN THE SOUTHWEST CORNER OF A YARD, 82.0
 CQ0661'FT (25.0 M) NORTH FROM THE CENTER OF THE HIGHWAY, 40.0 FT (12.2 M)
 CQ0661'SOUTHWEST FROM THE SOUTHWEST CORNER OF MR.  WHITES HOUSE, 25.5 FT (7.8
 CQ0661'M) WEST FROM A POWER POLE, 19.0 FT (5.8 M) SOUTH FROM THE PROJECTED
 CQ0661'PLANE OF THE SOUTH WALL OF THE HOUSE, 12.0 FT (3.7 M) NORTH FROM A
 CQ0661'FENCE CORNER AND 1.0 FT (0.3 M) NORTH FROM A METAL WITNESS POST WITH
 CQ0661'SIGN ATTACHED.  THE MARK IS ABOUT 4 FT (1.2 M) ABOVE THE LEVEL OF THE
 CQ0661'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0706 ***********************************************************************
 CQ0706  DESIGNATION -  J 119
 CQ0706  PID         -  CQ0706
 CQ0706  STATE/COUNTY-  LA/JACKSON
 CQ0706  USGS QUAD   -  CHATHAM SE (1982)
 CQ0706
 CQ0706                         *CURRENT SURVEY CONTROL
 CQ0706  ___________________________________________________________________
 CQ0706* NAD 83(1986)-  32 15 24.     (N)    092 18 51.     (W)     SCALED    
 CQ0706* NAVD 88     -        53.52   (+/-2cm)     175.6    (feet)  VERTCON   
 CQ0706  ___________________________________________________________________
 CQ0706  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0706
 CQ0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0706
 CQ0706.The horizontal coordinates were scaled from a topographic map and have
 CQ0706.an estimated accuracy of +/- 6 seconds.
 CQ0706
 CQ0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0706.The vertical order pertains to the NGVD 29 superseded value.
 CQ0706
 CQ0706.The geoid height was determined by GEOID03.
 CQ0706
 CQ0706;                    North         East    Units  Estimated Accuracy
 CQ0706;SPC LA N     -   194,790.    1,017,510.      MT  (+/- 180 meters Scaled)
 CQ0706
 CQ0706                          SUPERSEDED SURVEY CONTROL
 CQ0706
 CQ0706  NGVD 29 (??/??/??)   53.553  (m)          175.70   (f) ADJUSTED    2 0
 CQ0706
 CQ0706.Superseded values are not recommended for survey control.
 CQ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0706.See file dsdata.txt to determine how the superseded data were derived.
 CQ0706
 CQ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR646690(NAD 83)
 CQ0706_MARKER: DB = BENCH MARK DISK
 CQ0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0706_STAMPING: J 119 1949
 CQ0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0706+STABILITY: SURFACE MOTION
 CQ0706
 CQ0706  HISTORY     - Date     Condition        Report By
 CQ0706  HISTORY     - 1949     MONUMENTED       CGS
 CQ0706  HISTORY     - 1950     GOOD             CGS
 CQ0706
 CQ0706                          STATION DESCRIPTION
 CQ0706
 CQ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0706'3.3 MI NW FROM VIXEN.
 CQ0706'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM THE ROAD JUNCTION AT
 CQ0706'VIXEN, THENCE 0.8 MILE NORTH ALONG A WINDING DIRT ROAD.  AT THE B.F.
 CQ0706'HARGRAVE FARMHOUSE, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 60
 CQ0706'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FARMHOUSE, 20 FEET
 CQ0706'NORTHEAST OF A LARGE OAK TREE, 1 FOOT SOUTH OF A BOARD FENCE, 34 FEET
 CQ0706'WEST OF THE NORTHWEST CORNER OF A GARAGE, SET IN THE TOP OF A CONCRETE
 CQ0706'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 CQ0706'17 IS NOW STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0817 ***********************************************************************
 CQ0817  DESIGNATION -  J 120
 CQ0817  PID         -  CQ0817
 CQ0817  STATE/COUNTY-  LA/CALDWELL
 CQ0817  USGS QUAD   -  CLARKS (1989)
 CQ0817
 CQ0817                         *CURRENT SURVEY CONTROL
 CQ0817  ___________________________________________________________________
 CQ0817* NAD 83(1986)-  32 06 54.     (N)    092 10 50.     (W)     SCALED    
 CQ0817* NAVD 88     -        52.43   (+/-2cm)     172.0    (feet)  VERTCON   
 CQ0817  ___________________________________________________________________
 CQ0817  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0817
 CQ0817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0817
 CQ0817.The horizontal coordinates were scaled from a topographic map and have
 CQ0817.an estimated accuracy of +/- 6 seconds.
 CQ0817
 CQ0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0817.The vertical order pertains to the NGVD 29 superseded value.
 CQ0817
 CQ0817.The geoid height was determined by GEOID03.
 CQ0817
 CQ0817;                    North         East    Units  Estimated Accuracy
 CQ0817;SPC LA N     -   179,110.    1,030,150.      MT  (+/- 180 meters Scaled)
 CQ0817
 CQ0817                          SUPERSEDED SURVEY CONTROL
 CQ0817
 CQ0817  NGVD 29 (??/??/??)   52.451  (m)          172.08   (f) ADJUSTED    2 0
 CQ0817
 CQ0817.Superseded values are not recommended for survey control.
 CQ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0817.See file dsdata.txt to determine how the superseded data were derived.
 CQ0817
 CQ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR773534(NAD 83)
 CQ0817_MARKER: DB = BENCH MARK DISK
 CQ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0817_STAMPING: J 120 1949
 CQ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0817+STABILITY: SURFACE MOTION
 CQ0817
 CQ0817  HISTORY     - Date     Condition        Report By
 CQ0817  HISTORY     - 1949     MONUMENTED       CGS
 CQ0817  HISTORY     - 1950     GOOD             CGS
 CQ0817
 CQ0817                          STATION DESCRIPTION
 CQ0817
 CQ0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0817'2.3 MI S FROM MOUNT PLEASANT.
 CQ0817'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE MOUNT PLEASANT
 CQ0817'CHURCH AT MOUNT PLEASANT, THENCE 1.0 MILE SOUTHWEST ALONG A PARISH
 CQ0817'ROAD.  AT A T-JUNCTION OF ROADS, 95 FEET SOUTHWEST OF THE SOUTHWEST
 CQ0817'CORNER OF A FARMHOUSE, 25 FEET WEST OF THE CENTER LINE OF THE
 CQ0817'NORTH-SOUTH ROAD, 20 FEET NORTH OF THE PROJECTED CENTER LINE OF THE
 CQ0817'ROAD LEADING EAST, 16 FEET NORTH OF A POWER LINE POLE WITH A METER ON
 CQ0817'THE NORTHWEST SIDE OF THE POLE, 1 FOOT SOUTH OF A REFERENCE POST, SET
 CQ0817'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1435 ***********************************************************************
 BX1435  DESIGNATION -  J 121
 BX1435  PID         -  BX1435
 BX1435  STATE/COUNTY-  LA/WINN
 BX1435  USGS QUAD   -  ATLANTA (1984)
 BX1435
 BX1435                         *CURRENT SURVEY CONTROL
 BX1435  ___________________________________________________________________
 BX1435* NAD 83(1986)-  31 48 23.     (N)    092 44 41.     (W)     SCALED    
 BX1435* NAVD 88     -        56.38   (+/-2cm)     185.0    (feet)  VERTCON   
 BX1435  ___________________________________________________________________
 BX1435  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX1435
 BX1435  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1435
 BX1435.The horizontal coordinates were scaled from a topographic map and have
 BX1435.an estimated accuracy of +/- 6 seconds.
 BX1435
 BX1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1435.The vertical order pertains to the NGVD 29 superseded value.
 BX1435
 BX1435.The geoid height was determined by GEOID03.
 BX1435
 BX1435;                    North         East    Units  Estimated Accuracy
 BX1435;SPC LA N     -   144,870.      976,830.      MT  (+/- 180 meters Scaled)
 BX1435
 BX1435                          SUPERSEDED SURVEY CONTROL
 BX1435
 BX1435  NGVD 29 (??/??/??)   56.401  (m)          185.04   (f) ADJUSTED    1 2
 BX1435
 BX1435.Superseded values are not recommended for survey control.
 BX1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1435.See file dsdata.txt to determine how the superseded data were derived.
 BX1435
 BX1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR241190(NAD 83)
 BX1435_MARKER: DB = BENCH MARK DISK
 BX1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1435_STAMPING: J 121 1949
 BX1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1435+STABILITY: SURFACE MOTION
 BX1435
 BX1435  HISTORY     - Date     Condition        Report By
 BX1435  HISTORY     - 1949     MONUMENTED       CGS
 BX1435  HISTORY     - 1983     GOOD             LOCSUR
 BX1435  HISTORY     - 20050610 MARK NOT FOUND   USPSQD
 BX1435
 BX1435                          STATION DESCRIPTION
 BX1435
 BX1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1435'IN ATLANTA.
 BX1435'AT ATLANTA, 112 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 5, 30.5
 BX1435'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE, 22 FEET
 BX1435'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 4.2 FEET NORTH OF
 BX1435'THE SOUTHWEST CORNER OF A YARD FENCE, 1.0 FOOT WEST OF A FENCE, SET IN
 BX1435'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BX1435
 BX1435                          STATION RECOVERY (1983)
 BX1435
 BX1435'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 BX1435'RECOVERED IN GOOD CONDITION.
 BX1435
 BX1435                          STATION RECOVERY (2005)
 BX1435
 BX1435'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJH)
 BX1435'EXTENSIVE BACK FILL FOR ROAD IMPROVEMENT AND POST OFFICE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1651 ***********************************************************************
 BX1651  DESIGNATION -  J 122
 BX1651  PID         -  BX1651
 BX1651  STATE/COUNTY-  LA/GRANT
 BX1651  USGS QUAD   -  WILLIANA (1985)
 BX1651
 BX1651                         *CURRENT SURVEY CONTROL
 BX1651  ___________________________________________________________________
 BX1651* NAD 83(1986)-  31 44 17.     (N)    092 33 23.     (W)     SCALED    
 BX1651* NAVD 88     -        59.44   (+/-2cm)     195.0    (feet)  VERTCON   
 BX1651  ___________________________________________________________________
 BX1651  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1651
 BX1651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1651
 BX1651.The horizontal coordinates were scaled from a topographic map and have
 BX1651.an estimated accuracy of +/- 6 seconds.
 BX1651
 BX1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1651.The vertical order pertains to the NGVD 29 superseded value.
 BX1651
 BX1651.The geoid height was determined by GEOID03.
 BX1651
 BX1651;                    North         East    Units  Estimated Accuracy
 BX1651;SPC LA N     -   137,270.      994,660.      MT  (+/- 180 meters Scaled)
 BX1651
 BX1651                          SUPERSEDED SURVEY CONTROL
 BX1651
 BX1651  NGVD 29 (??/??/??)   59.448  (m)          195.04   (f) ADJUSTED    2 0
 BX1651
 BX1651.Superseded values are not recommended for survey control.
 BX1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1651.See file dsdata.txt to determine how the superseded data were derived.
 BX1651
 BX1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR420114(NAD 83)
 BX1651_MARKER: DB = BENCH MARK DISK
 BX1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1651_STAMPING: J 122 1949
 BX1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1651+STABILITY: SURFACE MOTION
 BX1651
 BX1651  HISTORY     - Date     Condition        Report By
 BX1651  HISTORY     - 1949     MONUMENTED       CGS
 BX1651
 BX1651                          STATION DESCRIPTION
 BX1651
 BX1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1651'4.9 MI S FROM PACKTON.
 BX1651'0.15 MILE WEST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1651'RAILROAD STATION AT PACKTON, THENCE 3.75 MILES SOUTH ALONG U.S.
 BX1651'HIGHWAY 167, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 25 FEET SOUTH
 BX1651'OF THE CENTER LINE OF THE ROAD, 12.0 FEET EAST OF A 14 INCH TRIANGULAR
 BX1651'BLAZED OAK TREE, 2.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BX1651'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0569 ***********************************************************************
 CQ0569  DESIGNATION -  J 123
 CQ0569  PID         -  CQ0569
 CQ0569  STATE/COUNTY-  LA/CALDWELL
 CQ0569  USGS QUAD   -  COLUMBIA (1989)
 CQ0569
 CQ0569                         *CURRENT SURVEY CONTROL
 CQ0569  ___________________________________________________________________
 CQ0569* NAD 83(1986)-  32 01 40.     (N)    092 02 32.     (W)     SCALED    
 CQ0569* NAVD 88     -        60.28   (+/-2cm)     197.8    (feet)  VERTCON   
 CQ0569  ___________________________________________________________________
 CQ0569  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0569
 CQ0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0569
 CQ0569.The horizontal coordinates were scaled from a topographic map and have
 CQ0569.an estimated accuracy of +/- 6 seconds.
 CQ0569
 CQ0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0569.The vertical order pertains to the NGVD 29 superseded value.
 CQ0569
 CQ0569.The geoid height was determined by GEOID03.
 CQ0569
 CQ0569;                    North         East    Units  Estimated Accuracy
 CQ0569;SPC LA N     -   169,480.    1,043,240.      MT  (+/- 180 meters Scaled)
 CQ0569
 CQ0569                          SUPERSEDED SURVEY CONTROL
 CQ0569
 CQ0569  NGVD 29 (??/??/??)   60.293  (m)          197.81   (f) ADJUSTED    2 0
 CQ0569
 CQ0569.Superseded values are not recommended for survey control.
 CQ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0569.See file dsdata.txt to determine how the superseded data were derived.
 CQ0569
 CQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR904439(NAD 83)
 CQ0569_MARKER: DB = BENCH MARK DISK
 CQ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0569_STAMPING: J 123 1949
 CQ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0569+STABILITY: SURFACE MOTION
 CQ0569
 CQ0569  HISTORY     - Date     Condition        Report By
 CQ0569  HISTORY     - 1949     MONUMENTED       CGS
 CQ0569  HISTORY     - 1959     GOOD             CGS
 CQ0569
 CQ0569                          STATION DESCRIPTION
 CQ0569
 CQ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CQ0569'6.8 MI S FROM COLUMBIA.
 CQ0569'LOCATED 1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST
 CQ0569'CHURCH IN COLUMBIA, THENCE 5.35 MILES SOUTHEAST ALONG STATE HIGHWAY
 CQ0569'849, AT AN ABANDONED FARMHOUSE, 41 FEET NORTHEAST OF THE CENTER OF THE
 CQ0569'HIGHWAY, 4 FEET WEST OF A POWERPOLE, 80 FEET SOUTH OF THE SOUTHWEST
 CQ0569'CORNER OF THE FARMHOUSE, AND 1 FOOT NORTH OF A METAL WITNESS POST. IT
 CQ0569'IS A STANDARD DISK, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CQ0569'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0271 ***********************************************************************
 BX0271  DESIGNATION -  J 124
 BX0271  PID         -  BX0271
 BX0271  STATE/COUNTY-  LA/LA SALLE
 BX0271  USGS QUAD   -  OLLA EAST (1984)
 BX0271
 BX0271                         *CURRENT SURVEY CONTROL
 BX0271  ___________________________________________________________________
 BX0271* NAD 83(1986)-  31 53 16.     (N)    092 13 59.     (W)     SCALED    
 BX0271* NAVD 88     -        36.95   (+/-2cm)     121.2    (feet)  VERTCON   
 BX0271  ___________________________________________________________________
 BX0271  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0271
 BX0271  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0271
 BX0271.The horizontal coordinates were scaled from a topographic map and have
 BX0271.an estimated accuracy of +/- 6 seconds.
 BX0271
 BX0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0271.The vertical order pertains to the NGVD 29 superseded value.
 BX0271
 BX0271.The geoid height was determined by GEOID03.
 BX0271
 BX0271;                    North         East    Units  Estimated Accuracy
 BX0271;SPC LA N     -   153,900.    1,025,250.      MT  (+/- 180 meters Scaled)
 BX0271
 BX0271                          SUPERSEDED SURVEY CONTROL
 BX0271
 BX0271  NGVD 29 (??/??/??)   36.960  (m)          121.26   (f) ADJUSTED    1 2
 BX0271
 BX0271.Superseded values are not recommended for survey control.
 BX0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0271.See file dsdata.txt to determine how the superseded data were derived.
 BX0271
 BX0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR725282(NAD 83)
 BX0271_MARKER: DB = BENCH MARK DISK
 BX0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0271_STAMPING: J 124 1949
 BX0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0271+STABILITY: SURFACE MOTION
 BX0271
 BX0271  HISTORY     - Date     Condition        Report By
 BX0271  HISTORY     - 1949     MONUMENTED       CGS
 BX0271  HISTORY     - 1965     GOOD             CGS
 BX0271
 BX0271                          STATION DESCRIPTION
 BX0271
 BX0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0271'1.3 MI SE FROM OLLA.
 BX0271'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 127 FROM THE MISSOURI
 BX0271'PACIFIC RAILROAD STATION AT OLLA, IN SECTION 35, T 11 N, R 2 E, ABOUT
 BX0271'0.5 MILE SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 165, ABOUT 0.1
 BX0271'MILE SOUTHEAST OF A HIGH PRESSURE PIPELINE CROSSING UNDER THE HIGHWAY,
 BX0271'35 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 210 FEET
 BX0271'NORTHWEST OF THE CENTER LINE OF A PAVED ROAD LEADING NORTHEAST, 63
 BX0271'FEET SOUTHEAST OF A CONCRETE HEAD WALL, 12 FEET SOUTHWEST OF A FENCE,
 BX0271'2.0 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 BX0271'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BX0271'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0507 ***********************************************************************
 BX0507  DESIGNATION -  J 125
 BX0507  PID         -  BX0507
 BX0507  STATE/COUNTY-  LA/LA SALLE
 BX0507  USGS QUAD   -  TULLOS (1984)
 BX0507
 BX0507                         *CURRENT SURVEY CONTROL
 BX0507  ___________________________________________________________________
 BX0507* NAD 83(1986)-  31 48 30.     (N)    092 19 00.     (W)     SCALED    
 BX0507* NAVD 88     -        30.21   (+/-2cm)      99.1    (feet)  VERTCON   
 BX0507  ___________________________________________________________________
 BX0507  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0507
 BX0507  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0507
 BX0507.The horizontal coordinates were scaled from a topographic map and have
 BX0507.an estimated accuracy of +/- 6 seconds.
 BX0507
 BX0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0507.The vertical order pertains to the NGVD 29 superseded value.
 BX0507
 BX0507.The geoid height was determined by GEOID03.
 BX0507
 BX0507;                    North         East    Units  Estimated Accuracy
 BX0507;SPC LA N     -   145,080.    1,017,360.      MT  (+/- 180 meters Scaled)
 BX0507
 BX0507                          SUPERSEDED SURVEY CONTROL
 BX0507
 BX0507  NGVD 29 (??/??/??)   30.224  (m)           99.16   (f) ADJUSTED    1 2
 BX0507
 BX0507.Superseded values are not recommended for survey control.
 BX0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0507.See file dsdata.txt to determine how the superseded data were derived.
 BX0507
 BX0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR646193(NAD 83)
 BX0507_MARKER: DB = BENCH MARK DISK
 BX0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0507_STAMPING: J 125 1950
 BX0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0507+STABILITY: SURFACE MOTION
 BX0507
 BX0507  HISTORY     - Date     Condition        Report By
 BX0507  HISTORY     - 1950     MONUMENTED       CGS
 BX0507  HISTORY     - 1965     GOOD             CGS
 BX0507
 BX0507                          STATION DESCRIPTION
 BX0507
 BX0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0507'1.55 MI SE FROM TULLOS.
 BX0507'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 125 FROM THE FIRST
 BX0507'BAPTIST CHURCH AT TULLOS, THENCE 1.15 MILES SOUTHEAST ALONG U.S.
 BX0507'HIGHWAY 84, IN SECTION 36, T 10 N, R 1 E, ABOUT 0.15 MILE SOUTHEAST OF
 BX0507'A BRIDGE OVER NEW UNION CREEK, 48 1/2 FEET SOUTHWEST OF THE CENTER
 BX0507'LINE OF THE HIGHWAY, 91 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 BX0507'DRIVEWAY LEADING TO A DOUBLE GARAGE, 6 FEET NORTHWEST OF POWER POLE
 BX0507'NUMBER 270 BEARING A TRANSFORMER, 1.2 FEET NORTHEAST OF A FENCE, ABOUT
 BX0507'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX0507'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0431 ***********************************************************************
 BX0431  DESIGNATION -  J 126
 BX0431  PID         -  BX0431
 BX0431  STATE/COUNTY-  LA/LA SALLE
 BX0431  USGS QUAD   -  JENA EAST (1985)
 BX0431
 BX0431                         *CURRENT SURVEY CONTROL
 BX0431  ___________________________________________________________________
 BX0431* NAD 83(1986)-  31 42 44.     (N)    092 03 10.     (W)     SCALED    
 BX0431* NAVD 88     -        60.01   (+/-2cm)     196.9    (feet)  VERTCON   
 BX0431  ___________________________________________________________________
 BX0431  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX0431
 BX0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0431
 BX0431.The horizontal coordinates were scaled from a topographic map and have
 BX0431.an estimated accuracy of +/- 6 seconds.
 BX0431
 BX0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0431.The vertical order pertains to the NGVD 29 superseded value.
 BX0431
 BX0431.The geoid height was determined by GEOID03.
 BX0431
 BX0431;                    North         East    Units  Estimated Accuracy
 BX0431;SPC LA N     -   134,490.    1,042,390.      MT  (+/- 180 meters Scaled)
 BX0431
 BX0431                          SUPERSEDED SURVEY CONTROL
 BX0431
 BX0431  NGVD 29 (??/??/??)   60.004  (m)          196.86   (f) ADJUSTED    2 0
 BX0431
 BX0431.Superseded values are not recommended for survey control.
 BX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0431.See file dsdata.txt to determine how the superseded data were derived.
 BX0431
 BX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR897089(NAD 83)
 BX0431_MARKER: DB = BENCH MARK DISK
 BX0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0431_STAMPING: J 126 1950
 BX0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0431+STABILITY: SURFACE MOTION
 BX0431
 BX0431  HISTORY     - Date     Condition        Report By
 BX0431  HISTORY     - 1950     MONUMENTED       CGS
 BX0431
 BX0431                          STATION DESCRIPTION
 BX0431
 BX0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0431'5.9 MI NE FROM JENA.
 BX0431'0.25 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE JENA GRADE SCHOOL AT
 BX0431'JENA, THENCE 4.8 MILES NORTHEAST ALONG STATE HIGHWAY 1011, THENCE 0.85
 BX0431'MILE NORTHWEST ALONG STATE HIGHWAY C 1679.  AT THE HOME OF M.W. NEAL,
 BX0431'84.0 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 75 FEET EAST OF
 BX0431'THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF THE CENTER LINE OF A
 BX0431'PRIVATE DRIVEWAY, 2.5 FEET NORTH FENCE, 1.5 FEET NORTH OF A WITNESS
 BX0431'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BX0431'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0763 ***********************************************************************
 CQ0763  DESIGNATION -  J 127
 CQ0763  PID         -  CQ0763
 CQ0763  STATE/COUNTY-  LA/JACKSON
 CQ0763  USGS QUAD   -  CHATHAM SE (1982)
 CQ0763
 CQ0763                         *CURRENT SURVEY CONTROL
 CQ0763  ___________________________________________________________________
 CQ0763* NAD 83(1986)-  32 18 32.     (N)    092 22 27.     (W)     SCALED    
 CQ0763* NAVD 88     -        54.04   (+/-2cm)     177.3    (feet)  VERTCON   
 CQ0763  ___________________________________________________________________
 CQ0763  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0763
 CQ0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0763
 CQ0763.The horizontal coordinates were scaled from a topographic map and have
 CQ0763.an estimated accuracy of +/- 6 seconds.
 CQ0763
 CQ0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0763.The vertical order pertains to the NGVD 29 superseded value.
 CQ0763
 CQ0763.The geoid height was determined by GEOID03.
 CQ0763
 CQ0763;                    North         East    Units  Estimated Accuracy
 CQ0763;SPC LA N     -   200,570.    1,011,850.      MT  (+/- 180 meters Scaled)
 CQ0763
 CQ0763                          SUPERSEDED SURVEY CONTROL
 CQ0763
 CQ0763  NGVD 29 (??/??/??)   54.078  (m)          177.42   (f) ADJUSTED    2 0
 CQ0763
 CQ0763.Superseded values are not recommended for survey control.
 CQ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0763.See file dsdata.txt to determine how the superseded data were derived.
 CQ0763
 CQ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR589748(NAD 83)
 CQ0763_MARKER: DB = BENCH MARK DISK
 CQ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0763_STAMPING: J 127 1950
 CQ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0763+STABILITY: SURFACE MOTION
 CQ0763
 CQ0763  HISTORY     - Date     Condition        Report By
 CQ0763  HISTORY     - 1950     MONUMENTED       CGS
 CQ0763  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0763
 CQ0763                          STATION DESCRIPTION
 CQ0763
 CQ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0763'5.55 MI NE FROM CHATHAM.
 CQ0763'1.55 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0763'AT CHATHAM, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD.  119 FEET
 CQ0763'NORTH OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF THE CENTER LINE
 CQ0763'OF A PRIVATE DRIVE LEADING NORTH TO A FARMHOUSE, 2.7 FEET SOUTH OF A
 CQ0763'FENCE, 1.1 FEET SOUTHEAST OF A REFERENCE POST, IN THE NORTHWEST CORNER
 CQ0763'OF A GROVE OF PINE TREES, AND SET IN THE TOP OF A CONCRETE POST
 CQ0763'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CQ0763
 CQ0763                          STATION RECOVERY (1978)
 CQ0763
 CQ0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0027 ***********************************************************************
 CQ0027  DESIGNATION -  J 128
 CQ0027  PID         -  CQ0027
 CQ0027  STATE/COUNTY-  LA/OUACHITA
 CQ0027  USGS QUAD   -  MONROE NORTH (1994)
 CQ0027
 CQ0027                         *CURRENT SURVEY CONTROL
 CQ0027  ___________________________________________________________________
 CQ0027* NAD 83(1986)-  32 30 25.     (N)    092 07 24.     (W)     SCALED    
 CQ0027* NAVD 88     -        25.782  (meters)      84.59   (feet)  ADJUSTED  
 CQ0027  ___________________________________________________________________
 CQ0027  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0027  DYNAMIC HT  -          25.754 (meters)      84.49  (feet)  COMP
 CQ0027  MODELED GRAV-     979,521.0   (mgal)                       NAVD 88
 CQ0027
 CQ0027  VERT ORDER  -  FIRST     CLASS I
 CQ0027
 CQ0027.The horizontal coordinates were scaled from a topographic map and have
 CQ0027.an estimated accuracy of +/- 6 seconds.
 CQ0027
 CQ0027.The orthometric height was determined by differential leveling
 CQ0027.and adjusted by the National Geodetic Survey in June 1991..
 CQ0027
 CQ0027.The geoid height was determined by GEOID03.
 CQ0027
 CQ0027.The dynamic height is computed by dividing the NAVD 88
 CQ0027.geopotential number by the normal gravity value computed on the
 CQ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0027.degrees latitude (g = 980.6199 gals.).
 CQ0027
 CQ0027.The modeled gravity was interpolated from observed gravity values.
 CQ0027
 CQ0027;                    North         East    Units  Estimated Accuracy
 CQ0027;SPC LA N     -   222,590.    1,035,390.      MT  (+/- 180 meters Scaled)
 CQ0027
 CQ0027                          SUPERSEDED SURVEY CONTROL
 CQ0027
 CQ0027  NGVD 29 (??/??/??)   25.829  (m)           84.74   (f) ADJUSTED    1 1
 CQ0027
 CQ0027.Superseded values are not recommended for survey control.
 CQ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0027.See file dsdata.txt to determine how the superseded data were derived.
 CQ0027
 CQ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR823969(NAD 83)
 CQ0027_MARKER: DB = BENCH MARK DISK
 CQ0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0027_SP_SET: BRIDGE
 CQ0027_STAMPING: J 128 1950
 CQ0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0027+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ0027
 CQ0027  HISTORY     - Date     Condition        Report By
 CQ0027  HISTORY     - 1950     MONUMENTED       CGS
 CQ0027  HISTORY     - 1969     GOOD             CGS
 CQ0027  HISTORY     - 1981     GOOD             LADTD
 CQ0027  HISTORY     - 1987     GOOD             USPSQD
 CQ0027  HISTORY     - 19961102 GOOD             USPSQD
 CQ0027  HISTORY     - 20030301 GOOD             USPSQD
 CQ0027
 CQ0027                          STATION DESCRIPTION
 CQ0027
 CQ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0027'1.1 MI NW FROM MONROE.
 CQ0027'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0027'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0027'THENCE 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 80 WHICH IS LOUISVILLE
 CQ0027'STREET, 34 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CQ0027'THE TOP OF THE NORTHEAST CONCRETE RETAINING WALL OF THE CONCRETE
 CQ0027'HIGHWAY BRIDGE OVER THE OUACHITA RIVER, 5 FEET NORTHWEST OF THE NORTH
 CQ0027'CORNER OF A CONCRETE LIGHT POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 CQ0027'THE HIGHWAY.
 CQ0027
 CQ0027                          STATION RECOVERY (1981)
 CQ0027
 CQ0027'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0027'RECOVERED IN GOOD CONDITION.
 CQ0027
 CQ0027                          STATION RECOVERY (1987)
 CQ0027
 CQ0027'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0027'RECOVERED IN GOOD CONDITION.
 CQ0027
 CQ0027                          STATION RECOVERY (1996)
 CQ0027
 CQ0027'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0027'RECOVERED IN GOOD CONDITION.
 CQ0027
 CQ0027                          STATION RECOVERY (2003)
 CQ0027
 CQ0027'RECOVERY NOTE BY US POWER SQUADRON 2003 (LIL)
 CQ0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0844 ***********************************************************************
 CQ0844  DESIGNATION -  J 129
 CQ0844  PID         -  CQ0844
 CQ0844  STATE/COUNTY-  LA/CALDWELL
 CQ0844  USGS QUAD   -  CLARKS (1989)
 CQ0844
 CQ0844                         *CURRENT SURVEY CONTROL
 CQ0844  ___________________________________________________________________
 CQ0844* NAD 83(1986)-  32 04 38.     (N)    092 14 31.     (W)     SCALED    
 CQ0844* NAVD 88     -        51.21   (+/-2cm)     168.0    (feet)  VERTCON   
 CQ0844  ___________________________________________________________________
 CQ0844  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0844
 CQ0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0844
 CQ0844.The horizontal coordinates were scaled from a topographic map and have
 CQ0844.an estimated accuracy of +/- 6 seconds.
 CQ0844
 CQ0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0844.The vertical order pertains to the NGVD 29 superseded value.
 CQ0844
 CQ0844.The geoid height was determined by GEOID03.
 CQ0844
 CQ0844;                    North         East    Units  Estimated Accuracy
 CQ0844;SPC LA N     -   174,900.    1,024,360.      MT  (+/- 180 meters Scaled)
 CQ0844
 CQ0844                          SUPERSEDED SURVEY CONTROL
 CQ0844
 CQ0844  NGVD 29 (??/??/??)   51.232  (m)          168.08   (f) ADJUSTED    2 0
 CQ0844
 CQ0844.Superseded values are not recommended for survey control.
 CQ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0844.See file dsdata.txt to determine how the superseded data were derived.
 CQ0844
 CQ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR715492(NAD 83)
 CQ0844_MARKER: DB = BENCH MARK DISK
 CQ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0844_STAMPING: J 129 1950
 CQ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0844+STABILITY: SURFACE MOTION
 CQ0844
 CQ0844  HISTORY     - Date     Condition        Report By
 CQ0844  HISTORY     - 1950     MONUMENTED       CGS
 CQ0844
 CQ0844                          STATION DESCRIPTION
 CQ0844
 CQ0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0844'8.8 MI NW FROM GRAYSON.
 CQ0844'6.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 110 FROM THE POST OFFICE
 CQ0844'AT GRAYSON, THENCE 2.1 MILES WEST ALONG A PARISH ROAD.  AT A
 CQ0844'Y-JUNCTION OF ROADS, 72 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 CQ0844'ROAD, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 CQ0844'NORTHWEST, 29 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD ALONG
 CQ0844'THE WEST SIDE OF THE TRIANGLE FORMED BY THE JUNCTION, 18 FEET
 CQ0844'NORTHEAST OF THE CENTER LINE OF THE OLD ROAD ALONG THE WEST SIDE OF
 CQ0844'THE TRIANGLE, 1.8 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP
 CQ0844'OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE
 CQ0844'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0570 ***********************************************************************
 CQ0570  DESIGNATION -  J 130
 CQ0570  PID         -  CQ0570
 CQ0570  STATE/COUNTY-  LA/CALDWELL
 CQ0570  USGS QUAD   -  COLUMBIA (1989)
 CQ0570
 CQ0570                         *CURRENT SURVEY CONTROL
 CQ0570  ___________________________________________________________________
 CQ0570* NAD 83(1986)-  32 01 27.     (N)    092 02 21.     (W)     SCALED    
 CQ0570* NAVD 88     -        65.05   (+/-2cm)     213.4    (feet)  VERTCON   
 CQ0570  ___________________________________________________________________
 CQ0570  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0570
 CQ0570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0570
 CQ0570.The horizontal coordinates were scaled from a topographic map and have
 CQ0570.an estimated accuracy of +/- 6 seconds.
 CQ0570
 CQ0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0570.The vertical order pertains to the NGVD 29 superseded value.
 CQ0570
 CQ0570.The geoid height was determined by GEOID03.
 CQ0570
 CQ0570;                    North         East    Units  Estimated Accuracy
 CQ0570;SPC LA N     -   169,090.    1,043,530.      MT  (+/- 180 meters Scaled)
 CQ0570
 CQ0570                          SUPERSEDED SURVEY CONTROL
 CQ0570
 CQ0570  NGVD 29 (??/??/??)   65.060  (m)          213.45   (f) ADJUSTED    2 0
 CQ0570
 CQ0570.Superseded values are not recommended for survey control.
 CQ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0570.See file dsdata.txt to determine how the superseded data were derived.
 CQ0570
 CQ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR907435(NAD 83)
 CQ0570_MARKER: DB = BENCH MARK DISK
 CQ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0570_STAMPING: J 130 1950
 CQ0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0570+STABILITY: SURFACE MOTION
 CQ0570
 CQ0570  HISTORY     - Date     Condition        Report By
 CQ0570  HISTORY     - 1950     MONUMENTED       CGS
 CQ0570  HISTORY     - 1959     GOOD             CGS
 CQ0570
 CQ0570                          STATION DESCRIPTION
 CQ0570
 CQ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CQ0570'7.15 MI S FROM COLUMBIA.
 CQ0570'LOCATED 1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST
 CQ0570'CHURCH IN COLUMBIA, THENCE 5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 849
 CQ0570'IN THE SOUTHWEST ANGLE OF A CROSSROAD WHERE STATE HIGHWAY 849 TURNS
 CQ0570'SOUTH, 67 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 8 FEET SOUTH OF
 CQ0570'A FENCE LINE, 15 FEET SOUTHEAST OF A LARGE BACKBERRY TREE, AND 1 FOOT
 CQ0570'SOUTH OF A METAL WITNESS POST.  IT IS IN AN OLD FENCE ROW COVERED WITH
 CQ0570'VINES.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND
 CQ0570'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0471 ***********************************************************************
 BX0471  DESIGNATION -  J 131
 BX0471  PID         -  BX0471
 BX0471  STATE/COUNTY-  LA/LA SALLE
 BX0471  USGS QUAD   -  NICKEL (1984)
 BX0471
 BX0471                         *CURRENT SURVEY CONTROL
 BX0471  ___________________________________________________________________
 BX0471* NAD 83(1986)-  31 51 30.     (N)    092 04 46.     (W)     SCALED    
 BX0471* NAVD 88     -        72.42   (+/-2cm)     237.6    (feet)  VERTCON   
 BX0471  ___________________________________________________________________
 BX0471  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0471
 BX0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0471
 BX0471.The horizontal coordinates were scaled from a topographic map and have
 BX0471.an estimated accuracy of +/- 6 seconds.
 BX0471
 BX0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0471.The vertical order pertains to the NGVD 29 superseded value.
 BX0471
 BX0471.The geoid height was determined by GEOID03.
 BX0471
 BX0471;                    North         East    Units  Estimated Accuracy
 BX0471;SPC LA N     -   150,680.    1,039,800.      MT  (+/- 180 meters Scaled)
 BX0471
 BX0471                          SUPERSEDED SURVEY CONTROL
 BX0471
 BX0471  NGVD 29 (??/??/??)   72.422  (m)          237.60   (f) ADJUSTED    2 0
 BX0471
 BX0471.Superseded values are not recommended for survey control.
 BX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0471.See file dsdata.txt to determine how the superseded data were derived.
 BX0471
 BX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR870251(NAD 83)
 BX0471_MARKER: DB = BENCH MARK DISK
 BX0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0471_STAMPING: J 131 1950
 BX0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0471+STABILITY: SURFACE MOTION
 BX0471
 BX0471  HISTORY     - Date     Condition        Report By
 BX0471  HISTORY     - 1950     MONUMENTED       CGS
 BX0471  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0471
 BX0471                          STATION DESCRIPTION
 BX0471
 BX0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0471'13.05 MI SE FROM OLLA.
 BX0471'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0471'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0471'SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A GRAVELED
 BX0471'ROAD, THENCE 0.65 MILE SOUTHEAST ALONG AN ABANDONED ROAD, THENCE 1.5
 BX0471'MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 1.9 MILES EAST ALONG A DIRT
 BX0471'ROAD.  27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF A
 BX0471'20 INCH TRIANGULAR BLAZED PINE TREE, 12 FEET SOUTHEAST OF A 16 INCH
 BX0471'TRIANGULAR BLAZED PINE TREE, 2 FEET NORTH OF A WITNESS POST, SET IN
 BX0471'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX0471
 BX0471                          STATION RECOVERY (1981)
 BX0471
 BX0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1750 ***********************************************************************
 BW1750  DESIGNATION -  J 132
 BW1750  PID         -  BW1750
 BW1750  STATE/COUNTY-  LA/CATAHOULA
 BW1750  USGS QUAD   -  AIMWELL (1984)
 BW1750
 BW1750                         *CURRENT SURVEY CONTROL
 BW1750  ___________________________________________________________________
 BW1750* NAD 83(1986)-  31 45 38.     (N)    091 54 17.     (W)     SCALED    
 BW1750* NAVD 88     -        73.43   (+/-2cm)     240.9    (feet)  VERTCON   
 BW1750  ___________________________________________________________________
 BW1750  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BW1750
 BW1750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1750
 BW1750.The horizontal coordinates were scaled from a topographic map and have
 BW1750.an estimated accuracy of +/- 6 seconds.
 BW1750
 BW1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1750.The vertical order pertains to the NGVD 29 superseded value.
 BW1750
 BW1750.The geoid height was determined by GEOID03.
 BW1750
 BW1750;                    North         East    Units  Estimated Accuracy
 BW1750;SPC LA N     -   139,920.    1,056,390.      MT  (+/- 180 meters Scaled)
 BW1750
 BW1750                          SUPERSEDED SURVEY CONTROL
 BW1750
 BW1750  NGVD 29 (??/??/92)   73.426  (m)          240.90   (f) ADJ UNCH    2 0
 BW1750
 BW1750.Superseded values are not recommended for survey control.
 BW1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1750.See file dsdata.txt to determine how the superseded data were derived.
 BW1750
 BW1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR037144(NAD 83)
 BW1750_MARKER: DB = BENCH MARK DISK
 BW1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1750_STAMPING: J 132 1950
 BW1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1750+STABILITY: SURFACE MOTION
 BW1750
 BW1750  HISTORY     - Date     Condition        Report By
 BW1750  HISTORY     - 1950     MONUMENTED       CGS
 BW1750  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1750
 BW1750                          STATION DESCRIPTION
 BW1750
 BW1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1750'7.3 MI W FROM HARRISONBURG.
 BW1750'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1750'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD, THENCE
 BW1750'3.3 MILES SOUTHWEST ALONG A WINDING DIRT ROAD, AT A ROAD JUNCTION, 27
 BW1750'FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD,
 BW1750'20 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 1.8 FEET
 BW1750'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1750'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BW1750
 BW1750                          STATION RECOVERY (1979)
 BW1750
 BW1750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0103 ***********************************************************************
 BX0103  DESIGNATION -  J 137
 BX0103  PID         -  BX0103
 BX0103  STATE/COUNTY-  LA/LA SALLE
 BX0103  USGS QUAD   -  OLLA EAST (1984)
 BX0103
 BX0103                         *CURRENT SURVEY CONTROL
 BX0103  ___________________________________________________________________
 BX0103* NAD 83(1986)-  31 54 36.     (N)    092 13 52.     (W)     SCALED    
 BX0103* NAVD 88     -        49.77   (+/-2cm)     163.3    (feet)  VERTCON   
 BX0103  ___________________________________________________________________
 BX0103  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0103
 BX0103  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0103
 BX0103.The horizontal coordinates were scaled from a topographic map and have
 BX0103.an estimated accuracy of +/- 6 seconds.
 BX0103
 BX0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0103.The vertical order pertains to the NGVD 29 superseded value.
 BX0103
 BX0103.The geoid height was determined by GEOID03.
 BX0103
 BX0103;                    North         East    Units  Estimated Accuracy
 BX0103;SPC LA N     -   156,370.    1,025,430.      MT  (+/- 180 meters Scaled)
 BX0103
 BX0103                          SUPERSEDED SURVEY CONTROL
 BX0103
 BX0103  NGVD 29 (??/??/??)   49.779  (m)          163.32   (f) ADJUSTED    1 2
 BX0103
 BX0103.Superseded values are not recommended for survey control.
 BX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0103.See file dsdata.txt to determine how the superseded data were derived.
 BX0103
 BX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR726307(NAD 83)
 BX0103_MARKER: DB = BENCH MARK DISK
 BX0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0103_STAMPING: J 137 1950
 BX0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0103+STABILITY: SURFACE MOTION
 BX0103
 BX0103  HISTORY     - Date     Condition        Report By
 BX0103  HISTORY     - 1950     MONUMENTED       CGS
 BX0103  HISTORY     - 1965     GOOD             CGS
 BX0103
 BX0103                          STATION DESCRIPTION
 BX0103
 BX0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0103'0.9 MI NE FROM OLLA.
 BX0103'ABOUT 0.9 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0103'STATION AT OLLA, IN SECTION 26, T 11 N, R 2 E, 100 FEET NORTHWEST OF
 BX0103'THE NORTHWEST RAIL, 73 FEET EAST-SOUTHEAST OF THE EAST CORNER OF A
 BX0103'HOUSE, 52 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 125, 20
 BX0103'FEET NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, 18 FEET NORTHWEST
 BX0103'OF A FIRE HYDRANT, 14 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 BX0103'DRIVEWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BX0103'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1736 ***********************************************************************
 BW1736  DESIGNATION -  J 138
 BW1736  PID         -  BW1736
 BW1736  STATE/COUNTY-  LA/CATAHOULA
 BW1736  USGS QUAD   -  AIMWELL (1984)
 BW1736
 BW1736                         *CURRENT SURVEY CONTROL
 BW1736  ___________________________________________________________________
 BW1736* NAD 83(1986)-  31 50 58.     (N)    091 54 44.     (W)     SCALED    
 BW1736* NAVD 88     -        22.69   (+/-2cm)      74.4    (feet)  VERTCON   
 BW1736  ___________________________________________________________________
 BW1736  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BW1736
 BW1736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1736
 BW1736.The horizontal coordinates were scaled from a topographic map and have
 BW1736.an estimated accuracy of +/- 6 seconds.
 BW1736
 BW1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1736.The vertical order pertains to the NGVD 29 superseded value.
 BW1736
 BW1736.The geoid height was determined by GEOID03.
 BW1736
 BW1736;                    North         East    Units  Estimated Accuracy
 BW1736;SPC LA N     -   149,770.    1,055,630.      MT  (+/- 180 meters Scaled)
 BW1736
 BW1736                          SUPERSEDED SURVEY CONTROL
 BW1736
 BW1736  NGVD 29 (??/??/92)   22.686  (m)           74.43   (f) ADJ UNCH    2 0
 BW1736
 BW1736.Superseded values are not recommended for survey control.
 BW1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1736.See file dsdata.txt to determine how the superseded data were derived.
 BW1736
 BW1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR029242(NAD 83)
 BW1736_MARKER: DB = BENCH MARK DISK
 BW1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1736_STAMPING: J 138 1950
 BW1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1736+STABILITY: SURFACE MOTION
 BW1736
 BW1736  HISTORY     - Date     Condition        Report By
 BW1736  HISTORY     - 1950     MONUMENTED       CGS
 BW1736  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1736
 BW1736                          STATION DESCRIPTION
 BW1736
 BW1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1736'7.35 MI SE FROM ROSEFIELD.
 BW1736'0.45 MILE EAST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT ROSEFIELD,
 BW1736'THENCE 4.4 MILES SOUTHEAST ALONG A WINDING GRAVELED ROAD, THENCE 2.5
 BW1736'MILES EAST ALONG A WINDING DIRT ROAD.  0.15 MILE NORTHWEST OF A BRIDGE
 BW1736'OVER SUGAR CREEK, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12
 BW1736'FEET NORTHWEST OF A LARGE FORKED TRIANGULAR BLAZED OAK TREE, 9 FEET
 BW1736'SOUTH OF A 14 INCH TRIANGULAR BLAZED OAK TREE, 1.4 FEET EAST OF A
 BW1736'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BW1736'FOOT ABOVE THE GROUND.
 BW1736
 BW1736                          STATION RECOVERY (1981)
 BW1736
 BW1736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0287 ***********************************************************************
 BX0287  DESIGNATION -  J 139
 BX0287  PID         -  BX0287
 BX0287  STATE/COUNTY-  LA/WINN
 BX0287  USGS QUAD   -  OLLA WEST (1984)
 BX0287
 BX0287                         *CURRENT SURVEY CONTROL
 BX0287  ___________________________________________________________________
 BX0287* NAD 83(1986)-  31 53 52.     (N)    092 21 13.     (W)     SCALED    
 BX0287* NAVD 88     -        32.36   (+/-2cm)     106.2    (feet)  VERTCON   
 BX0287  ___________________________________________________________________
 BX0287  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0287
 BX0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0287
 BX0287.The horizontal coordinates were scaled from a topographic map and have
 BX0287.an estimated accuracy of +/- 6 seconds.
 BX0287
 BX0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0287.The vertical order pertains to the NGVD 29 superseded value.
 BX0287
 BX0287.The geoid height was determined by GEOID03.
 BX0287
 BX0287;                    North         East    Units  Estimated Accuracy
 BX0287;SPC LA N     -   154,990.    1,013,850.      MT  (+/- 180 meters Scaled)
 BX0287
 BX0287                          SUPERSEDED SURVEY CONTROL
 BX0287
 BX0287  NGVD 29 (??/??/??)   32.379  (m)          106.23   (f) ADJUSTED    2 0
 BX0287
 BX0287.Superseded values are not recommended for survey control.
 BX0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0287.See file dsdata.txt to determine how the superseded data were derived.
 BX0287
 BX0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR611292(NAD 83)
 BX0287_MARKER: DB = BENCH MARK DISK
 BX0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0287_SP_SET: BIRCH TREE
 BX0287_STAMPING: J 139 1950
 BX0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0287
 BX0287  HISTORY     - Date     Condition        Report By
 BX0287  HISTORY     - 1950     MONUMENTED       CGS
 BX0287  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0287
 BX0287                          STATION DESCRIPTION
 BX0287
 BX0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0287'20.0 MI E FROM WINNFIELD.
 BX0287'6.5 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX0287'THENCE 10.8 MILES EAST ALONG STATE HIGHWAY 6, THENCE 0.2 MILE
 BX0287'SOUTHEAST ALONG A DIRT ROAD, THENCE 1.8 MILES SOUTH ALONG A DIRT ROAD,
 BX0287'THENCE 0.7 MILE EAST ALONG A DIRT ROAD.  ON THE SIDE OF A HILL WHICH
 BX0287'SLOPES TO THE NORTHEAST, SET VERTICALLY IN THE NORTHEAST FACE OF A 20
 BX0287'INCH BIRCH TREE, 34 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 18
 BX0287'FEET NORTHWEST OF THE HEAD OF A RAILROAD SPIKE WHICH IS DRIVEN IN THE
 BX0287'CENTER OF A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF A 12 INCH OAK
 BX0287'TREE, 17.3 FEET WEST OF THE HEAD OF A RAILROAD SPIKE WHICH IS DRIVEN
 BX0287'IN THE CENTER OF A TRIANGULAR BLAZE ON THE SOUTH SIDE OF A 20 INCH
 BX0287'PINE TREE, 1.5 FEET BELOW THE CENTER OF A TRIANGULAR BLAZE ON THE
 BX0287'NORTHEAST SIDE OF THE BIRCH TREE IN WHICH THE DISK IS LOCATED.
 BX0287
 BX0287                          STATION RECOVERY (1981)
 BX0287
 BX0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1708 ***********************************************************************
 CQ1708  DESIGNATION -  J 140
 CQ1708  PID         -  CQ1708
 CQ1708  STATE/COUNTY-  LA/DE SOTO
 CQ1708  USGS QUAD   -  LONGSTREET (1972)
 CQ1708
 CQ1708                         *CURRENT SURVEY CONTROL
 CQ1708  ___________________________________________________________________
 CQ1708* NAD 83(1986)-  32 01 42.     (N)    093 58 44.     (W)     SCALED    
 CQ1708* NAVD 88     -        80.617  (meters)     264.49   (feet)  ADJUSTED  
 CQ1708  ___________________________________________________________________
 CQ1708  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1708  DYNAMIC HT  -          80.524 (meters)     264.19  (feet)  COMP
 CQ1708  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CQ1708
 CQ1708  VERT ORDER  -  FIRST     CLASS II
 CQ1708
 CQ1708.The horizontal coordinates were scaled from a topographic map and have
 CQ1708.an estimated accuracy of +/- 6 seconds.
 CQ1708
 CQ1708.The orthometric height was determined by differential leveling
 CQ1708.and adjusted by the National Geodetic Survey in June 1991..
 CQ1708
 CQ1708.The geoid height was determined by GEOID03.
 CQ1708
 CQ1708.The dynamic height is computed by dividing the NAVD 88
 CQ1708.geopotential number by the normal gravity value computed on the
 CQ1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1708.degrees latitude (g = 980.6199 gals.).
 CQ1708
 CQ1708.The modeled gravity was interpolated from observed gravity values.
 CQ1708
 CQ1708;                    North         East    Units  Estimated Accuracy
 CQ1708;SPC LA N     -   170,410.      860,310.      MT  (+/- 180 meters Scaled)
 CQ1708
 CQ1708                          SUPERSEDED SURVEY CONTROL
 CQ1708
 CQ1708  NGVD 29 (??/??/??)   80.668  (m)          264.66   (f) ADJUSTED    1 2
 CQ1708
 CQ1708.Superseded values are not recommended for survey control.
 CQ1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1708.See file dsdata.txt to determine how the superseded data were derived.
 CQ1708
 CQ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR075439(NAD 83)
 CQ1708_MARKER: DB = BENCH MARK DISK
 CQ1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1708_STAMPING: J 140 1952
 CQ1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1708+STABILITY: SURFACE MOTION
 CQ1708
 CQ1708  HISTORY     - Date     Condition        Report By
 CQ1708  HISTORY     - 1952     MONUMENTED       CGS
 CQ1708  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1708  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1708  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1708
 CQ1708                          STATION DESCRIPTION
 CQ1708
 CQ1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1708'4.15 MI NE FROM LOGANSPORT.
 CQ1708'0.45 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1708'STATION AT LOGANSPORT, THENCE 3.7 MILES NORTHEAST ALONG STATE HIGHWAY
 CQ1708'38, 140 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 64 FEET
 CQ1708'WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER
 CQ1708'LINE OF A TRACK ROAD LEADING WEST, 3 FEET EAST OF A FENCE, 3 FEET
 CQ1708'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1708'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CQ1708
 CQ1708                          STATION RECOVERY (1979)
 CQ1708
 CQ1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1708'MARK NOT FOUND.
 CQ1708
 CQ1708                          STATION RECOVERY (1987)
 CQ1708
 CQ1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1708'MARK NOT FOUND.
 CQ1708
 CQ1708                          STATION RECOVERY (1996)
 CQ1708
 CQ1708'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2483 ***********************************************************************
 BX2483  DESIGNATION -  J 142
 BX2483  PID         -  BX2483
 BX2483  STATE/COUNTY-  LA/WINN
 BX2483  USGS QUAD   -  GEORGETOWN (1984)
 BX2483
 BX2483                         *CURRENT SURVEY CONTROL
 BX2483  ___________________________________________________________________
 BX2483* NAD 83(1986)-  31 48 25.     (N)    092 28 48.     (W)     SCALED    
 BX2483* NAVD 88     -        57.00   (+/-2cm)     187.0    (feet)  VERTCON   
 BX2483  ___________________________________________________________________
 BX2483  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX2483
 BX2483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2483
 BX2483.The horizontal coordinates were scaled from a topographic map and have
 BX2483.an estimated accuracy of +/- 6 seconds.
 BX2483
 BX2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2483.The vertical order pertains to the NGVD 29 superseded value.
 BX2483
 BX2483.The geoid height was determined by GEOID03.
 BX2483
 BX2483;                    North         East    Units  Estimated Accuracy
 BX2483;SPC LA N     -   144,910.    1,001,890.      MT  (+/- 180 meters Scaled)
 BX2483
 BX2483                          SUPERSEDED SURVEY CONTROL
 BX2483
 BX2483  NGVD 29 (??/??/??)   57.016  (m)          187.06   (f) ADJUSTED    2 0
 BX2483
 BX2483.Superseded values are not recommended for survey control.
 BX2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2483.See file dsdata.txt to determine how the superseded data were derived.
 BX2483
 BX2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR492191(NAD 83)
 BX2483_MARKER: DB = BENCH MARK DISK
 BX2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2483_STAMPING: J 142 1950
 BX2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2483+STABILITY: SURFACE MOTION
 BX2483
 BX2483  HISTORY     - Date     Condition        Report By
 BX2483  HISTORY     - 1950     MONUMENTED       CGS
 BX2483
 BX2483                          STATION DESCRIPTION
 BX2483
 BX2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX2483'4.2 MI NN FROM ZION.
 BX2483'3.05 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE JUNCTION OF
 BX2483'STATE HIGHWAYS 232 AND 108 AT ZION, THENCE 1.15 MILES EAST ALONG A
 BX2483'DIRT ROAD; 67 FEET EAST OF A 20 INCH LEANING OAK TREE, 26 FT NORTH OF
 BX2483'THE CENTER LINE OF THE ROAD, EAST OF A POINT WHERE THE ROAD PASSES
 BX2483'OVER THE CREST OF A RISE, 2.0 FEET WEST OF A WITNESS POST, SET IN THE
 BX2483'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0487 ***********************************************************************
 BX0487  DESIGNATION -  J 143
 BX0487  PID         -  BX0487
 BX0487  STATE/COUNTY-  LA/LA SALLE
 BX0487  USGS QUAD   -  SUMMERVILLE (1984)
 BX0487
 BX0487                         *CURRENT SURVEY CONTROL
 BX0487  ___________________________________________________________________
 BX0487* NAD 83(1986)-  31 51 46.     (N)    092 13 10.     (W)     SCALED    
 BX0487* NAVD 88     -        34.67   (+/-2cm)     113.7    (feet)  VERTCON   
 BX0487  ___________________________________________________________________
 BX0487  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0487
 BX0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0487
 BX0487.The horizontal coordinates were scaled from a topographic map and have
 BX0487.an estimated accuracy of +/- 6 seconds.
 BX0487
 BX0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0487.The vertical order pertains to the NGVD 29 superseded value.
 BX0487
 BX0487.The geoid height was determined by GEOID03.
 BX0487
 BX0487;                    North         East    Units  Estimated Accuracy
 BX0487;SPC LA N     -   151,130.    1,026,550.      MT  (+/- 180 meters Scaled)
 BX0487
 BX0487                          SUPERSEDED SURVEY CONTROL
 BX0487
 BX0487  NGVD 29 (??/??/??)   34.675  (m)          113.76   (f) ADJUSTED    2 0
 BX0487
 BX0487.Superseded values are not recommended for survey control.
 BX0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0487.See file dsdata.txt to determine how the superseded data were derived.
 BX0487
 BX0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR738254(NAD 83)
 BX0487_MARKER: DB = BENCH MARK DISK
 BX0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0487_SP_SET: BRIDGE
 BX0487_STAMPING: J 143 1950
 BX0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0487
 BX0487  HISTORY     - Date     Condition        Report By
 BX0487  HISTORY     - 1950     MONUMENTED       CGS
 BX0487
 BX0487                          STATION DESCRIPTION
 BX0487
 BX0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0487'3.05 MI SE FROM OLLA.
 BX0487'3.05 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE MISSOURI PACIFIC
 BX0487'RAILROAD STATION AT OLLA, SET IN THE TOP OF THE NORTHWEST END OF THE
 BX0487'NORTHEAST CURB OF A 143-FOOT CONCRETE BRIDGE OVER TARVER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0178 ***********************************************************************
 AU0178  DESIGNATION -  J 168
 AU0178  PID         -  AU0178
 AU0178  STATE/COUNTY-  LA/ST MARY
 AU0178  USGS QUAD   -  NORTH BEND (1994)
 AU0178
 AU0178                         *CURRENT SURVEY CONTROL
 AU0178  ___________________________________________________________________
 AU0178* NAD 83(1992)-  29 42 47.38279(N)    091 23 05.75763(W)     ADJUSTED  
 AU0178* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU0178  **This station is located in a subsidence area (see below).
 AU0178  ___________________________________________________________________
 AU0178  X           -    -133,996.089 (meters)                     COMP
 AU0178  Y           -  -5,542,446.372 (meters)                     COMP
 AU0178  Z           -   3,142,786.629 (meters)                     COMP
 AU0178  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU0178  ELLIP HEIGHT-         -22.74  (meters)          (02/20/02) GPS OBS
 AU0178  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AU0178  DYNAMIC HT  -           3.1   (meters)      10.    (feet)  COMP
 AU0178  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 AU0178
 AU0178  HORZ ORDER  -  FIRST
 AU0178  VERT ORDER  -  THIRD (See Below)
 AU0178  ELLP ORDER  -  FOURTH    CLASS I
 AU0178
 AU0178.The horizontal coordinates were established by GPS observations
 AU0178.and adjusted by the National Geodetic Survey in July 2000..
 AU0178
 AU0178 ** The orthometric height has not been validated since last determined
 AU0178 ** by differential leveling and should not be used for control purposes.
 AU0178 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0178 ** area with valid NAVD 88 orthometric heights.
 AU0178 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0178 ** epoch indicated which incorporates improved geoid heights for the
 AU0178 ** Southern Louisiana Subsidence area.
 AU0178 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0178.The orthometric height was scaled from a topographic map.
 AU0178.The vertical order pertains to the first NAVD 88 superseded value.
 AU0178
 AU0178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0178
 AU0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0178
 AU0178.The ellipsoidal height was determined by GPS observations
 AU0178.and is referenced to NAD 83.
 AU0178
 AU0178.The geoid height was determined by GEOID03.
 AU0178
 AU0178.The dynamic height is computed by dividing the NAVD 88
 AU0178.geopotential number by the normal gravity value computed on the
 AU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0178.degrees latitude (g = 980.6199 gals.).
 AU0178
 AU0178.The modeled gravity was interpolated from observed gravity values.
 AU0178
 AU0178;                    North         East     Units Scale Factor Converg.
 AU0178;SPC LA S     -   134,473.751   995,007.425   MT  0.99993827   -0 01 32.9
 AU0178;SPC LA S     -   441,185.96  3,264,453.53   sFT  0.99993827   -0 01 32.9
 AU0178;UTM  15      - 3,288,093.615   656,226.121   MT  0.99990114   +0 48 02.5
 AU0178
 AU0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0178!SPC LA S     -   1.00000357  x   0.99993827  =   0.99994184
 AU0178!UTM  15      -   1.00000357  x   0.99990114  =   0.99990471
 AU0178
 AU0178                          SUPERSEDED SURVEY CONTROL
 AU0178
 AU0178  ELLIP H (07/31/00)  -22.69   (m)                       GP(       ) 4 1
 AU0178  NAVD 88 (06/15/91)    3.180  (m)           10.43   (f) UNKNOWN     1 1
 AU0178  NGVD 29 (??/??/??)    3.221  (m)           10.57   (f) ADJUSTED    1 1
 AU0178
 AU0178.Superseded values are not recommended for survey control.
 AU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0178.See file dsdata.txt to determine how the superseded data were derived.
 AU0178
 AU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5622688094(NAD 83)
 AU0178_MARKER: DB = BENCH MARK DISK
 AU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0178_SP_SET: CONCRETE POST
 AU0178_STAMPING: J 168 1955
 AU0178_MARK LOGO: CGS   
 AU0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0178+STABILITY: SURFACE MOTION
 AU0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0178+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU0178
 AU0178  HISTORY     - Date     Condition        Report By
 AU0178  HISTORY     - 1955     MONUMENTED       CGS
 AU0178  HISTORY     - 1969     GOOD             CGS
 AU0178  HISTORY     - 1976     GOOD             NGS
 AU0178  HISTORY     - 19930305 GOOD             NGS
 AU0178  HISTORY     - 19991130 GOOD             CDSMS
 AU0178
 AU0178                          STATION DESCRIPTION
 AU0178
 AU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0178'4.65 MI SE FROM CENTERVILLE.
 AU0178'ABOUT 4.65 MILES SOUTHEAST ALONG THE U. S. HIGHWAY 90 FROM THE
 AU0178'JUNCTION OF STATE HIGHWAY 317 AT CENTERVILLE, ON THE SOUTH BANK OF A
 AU0178'DRAINAGE DITCH, AT A FARM ROAD INTERSECTION, 50 FEET EAST OF THE
 AU0178'CENTER LINE OF THE HIGHWAY, 28 FEET EAST-SOUTHEAST OF THE EAST END OF
 AU0178'AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 8 FEET SOUTH OF THE CENTER
 AU0178'OF A DRAINAGE DITCH, 10 FEET NORTH OF THE CENTER LINE OF A FARM ROAD,
 AU0178'2.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 AU0178'AND SET IN THE TOP OF A CONCRETE POST 1/2 FOOT UNDERGROUND.  NOTE--
 AU0178'POST IS CHIPPED ON THE NORTH SIDE BUT SOLID IN GROUND.
 AU0178
 AU0178                          STATION RECOVERY (1976)
 AU0178
 AU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0178'RECOVERED IN GOOD CONDITION.
 AU0178
 AU0178                          STATION RECOVERY (1993)
 AU0178
 AU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0178'7.7 KM (4.80 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 182 FROM THE
 AU0178'JUNCTION OF STATE HIGHWAY 317 IN CENTERVILLE, 15.5 M (50.9 FT) EAST
 AU0178'OF THE CENTERLINE OF THE HIGHWAY, 2.5 M (8.2 FT) SOUTHEAST OF THE
 AU0178'EAST END OF A CULVERT HEADWALL, 2.2 M (7.2 FT) NORTH OF THE CENTER OF
 AU0178'A FIELD ROAD, 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A WITNESS POST, 0.3 M
 AU0178'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AU0178'WITH THE GROUND SURFACE.
 AU0178
 AU0178                          STATION RECOVERY (1999)
 AU0178
 AU0178'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU0178'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU0178'RECOVERED AS DESCRIBED IN THE 1993 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1917 ***********************************************************************
 CQ1917  DESIGNATION -  J 177
 CQ1917  PID         -  CQ1917
 CQ1917  STATE/COUNTY-  LA/BOSSIER
 CQ1917  USGS QUAD   -  DIXIE (1982)
 CQ1917
 CQ1917                         *CURRENT SURVEY CONTROL
 CQ1917  ___________________________________________________________________
 CQ1917* NAD 83(1986)-  32 42 54.     (N)    093 45 45.     (W)     SCALED    
 CQ1917* NAVD 88     -        76.852  (meters)     252.14   (feet)  ADJUSTED  
 CQ1917  ___________________________________________________________________
 CQ1917  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1917  DYNAMIC HT  -          76.767 (meters)     251.86  (feet)  COMP
 CQ1917  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CQ1917
 CQ1917  VERT ORDER  -  FIRST     CLASS II
 CQ1917
 CQ1917.The horizontal coordinates were scaled from a topographic map and have
 CQ1917.an estimated accuracy of +/- 6 seconds.
 CQ1917
 CQ1917.The orthometric height was determined by differential leveling
 CQ1917.and adjusted by the National Geodetic Survey in June 1991..
 CQ1917
 CQ1917.The geoid height was determined by GEOID03.
 CQ1917
 CQ1917.The dynamic height is computed by dividing the NAVD 88
 CQ1917.geopotential number by the normal gravity value computed on the
 CQ1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1917.degrees latitude (g = 980.6199 gals.).
 CQ1917
 CQ1917.The modeled gravity was interpolated from observed gravity values.
 CQ1917
 CQ1917;                    North         East    Units  Estimated Accuracy
 CQ1917;SPC LA N     -   246,290.      881,640.      MT  (+/- 180 meters Scaled)
 CQ1917
 CQ1917                          SUPERSEDED SURVEY CONTROL
 CQ1917
 CQ1917  NGVD 29 (??/??/??)   76.922  (m)          252.37   (f) ADJUSTED    1 2
 CQ1917
 CQ1917.Superseded values are not recommended for survey control.
 CQ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1917.See file dsdata.txt to determine how the superseded data were derived.
 CQ1917
 CQ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS285199(NAD 83)
 CQ1917_MARKER: DB = BENCH MARK DISK
 CQ1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1917_STAMPING: J 177 1960
 CQ1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1917+STABILITY: SURFACE MOTION
 CQ1917
 CQ1917  HISTORY     - Date     Condition        Report By
 CQ1917  HISTORY     - 1961     MONUMENTED       CGS
 CQ1917  HISTORY     - 1969     GOOD             LADH
 CQ1917  HISTORY     - 1987     GOOD             USPSQD
 CQ1917  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1917
 CQ1917                          STATION DESCRIPTION
 CQ1917
 CQ1917'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1917'2.0 MI NW FROM BENTON.
 CQ1917'2.0 MILES NORTHWEST ALONG AN OILED ROAD FROM ST. LOUIS SOUTHWESTERN
 CQ1917'RAILROAD STATION AT BENTON, 0.2 MILES SOUTH OF A PRIVATE ROAD LEADING
 CQ1917'WEST TO A FARM HOUSE, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 11
 CQ1917'FEET NORTH OF CENTER OF A STEEL FRAME GATE, 1.3 FEET WEST OF  A WOVEN
 CQ1917'WIRE FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF
 CQ1917'A CONCRETE POST, AND PROJECTING 4 INCHES ABOVE THE GROUND, ABOUT LEVEL
 CQ1917'WITH THE ROAD.
 CQ1917
 CQ1917                          STATION RECOVERY (1987)
 CQ1917
 CQ1917'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1917'RECOVERED IN GOOD CONDITION.
 CQ1917
 CQ1917                          STATION RECOVERY (2002)
 CQ1917
 CQ1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1917'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1232 ***********************************************************************
 BJ1232  DESIGNATION -  J 179
 BJ1232  PID         -  BJ1232
 BJ1232  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1232  USGS QUAD   -  HAMMOND (1994)
 BJ1232
 BJ1232                         *CURRENT SURVEY CONTROL
 BJ1232  ___________________________________________________________________
 BJ1232* NAD 83(1986)-  30 37 16.     (N)    090 29 46.     (W)     SCALED    
 BJ1232* NAVD 88     -        23.893  (meters)      78.39   (feet)  ADJUSTED  
 BJ1232  ___________________________________________________________________
 BJ1232  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ1232  DYNAMIC HT  -          23.862 (meters)      78.29  (feet)  COMP
 BJ1232  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ1232
 BJ1232  VERT ORDER  -  FIRST     CLASS I
 BJ1232
 BJ1232.The horizontal coordinates were scaled from a topographic map and have
 BJ1232.an estimated accuracy of +/- 6 seconds.
 BJ1232
 BJ1232.The orthometric height was determined by differential leveling
 BJ1232.and adjusted by the National Geodetic Survey in February 1994..
 BJ1232
 BJ1232.The geoid height was determined by GEOID03.
 BJ1232
 BJ1232.The dynamic height is computed by dividing the NAVD 88
 BJ1232.geopotential number by the normal gravity value computed on the
 BJ1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1232.degrees latitude (g = 980.6199 gals.).
 BJ1232
 BJ1232.The modeled gravity was interpolated from observed gravity values.
 BJ1232
 BJ1232;                    North         East    Units  Estimated Accuracy
 BJ1232;SPC LA S     -   235,410.    1,080,270.      MT  (+/- 180 meters Scaled)
 BJ1232
 BJ1232                          SUPERSEDED SURVEY CONTROL
 BJ1232
 BJ1232  NAVD 88 (06/15/91)   23.957  (m)           78.60   (f) UNKNOWN     1 1
 BJ1232  NGVD 29 (??/??/??)   23.939  (m)           78.54   (f) ADJUSTED    1 1
 BJ1232
 BJ1232.Superseded values are not recommended for survey control.
 BJ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1232.See file dsdata.txt to determine how the superseded data were derived.
 BJ1232
 BJ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP400902(NAD 83)
 BJ1232_MARKER: DB = BENCH MARK DISK
 BJ1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1232_SP_SET: CONCRETE POST
 BJ1232_STAMPING: J 179 1959
 BJ1232_MARK LOGO: CGS   
 BJ1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1232+STABILITY: SURFACE MOTION
 BJ1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1232+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1232
 BJ1232  HISTORY     - Date     Condition        Report By
 BJ1232  HISTORY     - 1959     MONUMENTED       CGS
 BJ1232  HISTORY     - 1969     GOOD             CGS
 BJ1232  HISTORY     - 19920611 GOOD             NGS
 BJ1232
 BJ1232                          STATION DESCRIPTION
 BJ1232
 BJ1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1232'0.95 MI S FROM INDEPENDENCE.
 BJ1232'ABOUT 0.95 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1232'STATION AT INDEPENDENCE, 0.1 MILE NORTH OF MILEPOST 851, AT A BLACK
 BJ1232'TOP ROAD CROSSING, 113 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 BJ1232'THE BLACK TOP ROAD AND THE EAST TRACK, 29 FEET EAST OF THE EAST RAIL,
 BJ1232'116 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 3 1/2 FEET
 BJ1232'NORTHWEST OF THE 1ST TELEGRAPH POLE NORTH OF THE CROSSING, 1.5 FEET
 BJ1232'WEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND
 BJ1232'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 BJ1232'OF THE GROUND.  SEC 15, T 5S, R 7E.
 BJ1232
 BJ1232                          STATION RECOVERY (1992)
 BJ1232
 BJ1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1232'0.2 KM (0.10 MI) WESTERLY ALONG MULBERRY STREET FROM THE POST OFFICE
 BJ1232'IN AMITE, THENCE 12.1 KM (7.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 51,
 BJ1232'34.1 M (111.9 FT) NORTH OF THE CENTER OF A PAVED ROAD, 32.3 M
 BJ1232'(106.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.7 M (28.5 FT)
 BJ1232'EAST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL RAILROAD, 1.1 M
 BJ1232'(3.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.7 M (2.3 FT) WEST OF A
 BJ1232'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0800 ***********************************************************************
 BJ0800  DESIGNATION -  J 18
 BJ0800  PID         -  BJ0800
 BJ0800  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0800  USGS QUAD   -  GROSSE TETE (1992)
 BJ0800
 BJ0800                         *CURRENT SURVEY CONTROL
 BJ0800  ___________________________________________________________________
 BJ0800* NAD 83(1986)-  30 26 06.     (N)    091 23 02.     (W)     SCALED    
 BJ0800* NAVD 88     -         5.31   (+/-2cm)      17.4    (feet)  VERTCON   
 BJ0800  ___________________________________________________________________
 BJ0800  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ0800
 BJ0800  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0800
 BJ0800.The horizontal coordinates were scaled from a topographic map and have
 BJ0800.an estimated accuracy of +/- 6 seconds.
 BJ0800
 BJ0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0800.The vertical order pertains to the NGVD 29 superseded value.
 BJ0800
 BJ0800.The geoid height was determined by GEOID03.
 BJ0800
 BJ0800;                    North         East    Units  Estimated Accuracy
 BJ0800;SPC LA S     -   214,490.      995,140.      MT  (+/- 180 meters Scaled)
 BJ0800
 BJ0800                          SUPERSEDED SURVEY CONTROL
 BJ0800
 BJ0800  NGVD 29 (??/??/??)    5.309  (m)           17.42   (f) ADJUSTED    1 2
 BJ0800
 BJ0800.Superseded values are not recommended for survey control.
 BJ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0800.See file dsdata.txt to determine how the superseded data were derived.
 BJ0800
 BJ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP551680(NAD 83)
 BJ0800_MARKER: DB = BENCH MARK DISK
 BJ0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0800_STAMPING: J 18 1934
 BJ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0800+STABILITY: SURFACE MOTION
 BJ0800
 BJ0800  HISTORY     - Date     Condition        Report By
 BJ0800  HISTORY     - 1934     MONUMENTED       CGS
 BJ0800  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0800  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0800
 BJ0800                          STATION DESCRIPTION
 BJ0800
 BJ0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0800'3.5 MI E FROM GROSSE TETE.
 BJ0800'ALONG THE TEXAS AND NEW ORLEANS RAILROAD.  28 POLES EAST OF MILE POLE
 BJ0800'NO. 40.  SET IN CONCRETE POST, AT ROAD CROSSING, 20 FEET EQST. OF
 BJ0800'RAILROAD WOODEN BRIDGE NO. 40-C.  7 FEET NORTH OF THE CENTERLINE OF
 BJ0800'THE TRACKS.
 BJ0800
 BJ0800                          STATION RECOVERY (1976)
 BJ0800
 BJ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0800'NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1972 ***********************************************************************
 CQ1972  DESIGNATION -  J 180
 CQ1972  PID         -  CQ1972
 CQ1972  STATE/COUNTY-  LA/CADDO
 CQ1972  USGS QUAD   -  DIXIE (1982)
 CQ1972
 CQ1972                         *CURRENT SURVEY CONTROL
 CQ1972  ___________________________________________________________________
 CQ1972* NAD 83(1986)-  32 42 09.     (N)    093 49 24.     (W)     SCALED    
 CQ1972* NAVD 88     -        56.090  (meters)     184.02   (feet)  ADJUSTED  
 CQ1972  ___________________________________________________________________
 CQ1972  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1972  DYNAMIC HT  -          56.027 (meters)     183.82  (feet)  COMP
 CQ1972  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 CQ1972
 CQ1972  VERT ORDER  -  FIRST     CLASS I
 CQ1972
 CQ1972.The horizontal coordinates were scaled from a topographic map and have
 CQ1972.an estimated accuracy of +/- 6 seconds.
 CQ1972
 CQ1972.The orthometric height was determined by differential leveling
 CQ1972.and adjusted by the National Geodetic Survey in June 1991..
 CQ1972
 CQ1972.The geoid height was determined by GEOID03.
 CQ1972
 CQ1972.The dynamic height is computed by dividing the NAVD 88
 CQ1972.geopotential number by the normal gravity value computed on the
 CQ1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1972.degrees latitude (g = 980.6199 gals.).
 CQ1972
 CQ1972.The modeled gravity was interpolated from observed gravity values.
 CQ1972
 CQ1972;                    North         East    Units  Estimated Accuracy
 CQ1972;SPC LA N     -   244,970.      875,920.      MT  (+/- 180 meters Scaled)
 CQ1972
 CQ1972                          SUPERSEDED SURVEY CONTROL
 CQ1972
 CQ1972  NGVD 29 (??/??/??)   56.147  (m)          184.21   (f) ADJUSTED    1 1
 CQ1972
 CQ1972.Superseded values are not recommended for survey control.
 CQ1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1972.See file dsdata.txt to determine how the superseded data were derived.
 CQ1972
 CQ1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS228186(NAD 83)
 CQ1972_MARKER: DB = BENCH MARK DISK
 CQ1972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1972_SP_SET: FOUNDATION
 CQ1972_STAMPING: J180 1960
 CQ1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1972
 CQ1972  HISTORY     - Date     Condition        Report By
 CQ1972  HISTORY     - 1960     MONUMENTED       CGS
 CQ1972  HISTORY     - 1977     GOOD             NGS
 CQ1972  HISTORY     - 1989     GOOD             USPSQD
 CQ1972  HISTORY     - 19991016 GOOD             USPSQD
 CQ1972
 CQ1972                          STATION DESCRIPTION
 CQ1972
 CQ1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1972'4.3 MI SE FROM BELCHER.
 CQ1972'3.6 MILES SOUTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ1972'BELCHER, THENCE 0.7 MILES EAST ALONG DIXIE-SENTELL ROAD, AT THE DIXIE
 CQ1972'AIRPORT, SET IN A CONCRETE FOUNDATION SUPPORTING SLIDING DOOR POST, AT
 CQ1972'THE NORTH-NORTHEAST CORNER OF THE ONE AND ONLY HANGER, 46 FEET
 CQ1972'SOUTH-SOUTHEAST OF CENTER LINE OF DIXIE-SENTELL ROAD, 11 FEET
 CQ1972'NORTHEAST OF THE NORTH-NORTHEAST CORNER OF THE HANGER, 28 FEET WEST OF
 CQ1972'SOUTHWEST CORNER OF CONCRETE FOUNDATION SUPPORTING UNITED GAS PIPELINE
 CQ1972'METER, AND ABOUT 5 INCHES ABOVE THE GROUND.
 CQ1972
 CQ1972                          STATION RECOVERY (1977)
 CQ1972
 CQ1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1972'RECOVERED IN GOOD CONDITION.
 CQ1972
 CQ1972                          STATION RECOVERY (1989)
 CQ1972
 CQ1972'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 CQ1972'RECOVERED IN GOOD CONDITION.
 CQ1972
 CQ1972                          STATION RECOVERY (1999)
 CQ1972
 CQ1972'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1186 ***********************************************************************
 BX1186  DESIGNATION -  J 182
 BX1186  PID         -  BX1186
 BX1186  STATE/COUNTY-  LA/VERNON
 BX1186  USGS QUAD   -  LACAMP (1978)
 BX1186
 BX1186                         *CURRENT SURVEY CONTROL
 BX1186  ___________________________________________________________________
 BX1186* NAD 83(1986)-  31 10 02.     (N)    092 55 23.     (W)     SCALED    
 BX1186* NAVD 88     -        80.52   (+/-2cm)     264.2    (feet)  VERTCON   
 BX1186  ___________________________________________________________________
 BX1186  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX1186
 BX1186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1186
 BX1186.The horizontal coordinates were scaled from a topographic map and have
 BX1186.an estimated accuracy of +/- 6 seconds.
 BX1186
 BX1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1186.The vertical order pertains to the NGVD 29 superseded value.
 BX1186
 BX1186.The geoid height was determined by GEOID03.
 BX1186
 BX1186;                    North         East    Units  Estimated Accuracy
 BX1186;SPC LA N     -    74,060.      959,670.      MT  (+/- 180 meters Scaled)
 BX1186
 BX1186                          SUPERSEDED SURVEY CONTROL
 BX1186
 BX1186  NGVD 29 (??/??/??)   80.558  (m)          264.30   (f) ADJUSTED    2 0
 BX1186
 BX1186.Superseded values are not recommended for survey control.
 BX1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1186.See file dsdata.txt to determine how the superseded data were derived.
 BX1186
 BX1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ073481(NAD 83)
 BX1186_MARKER: DB = BENCH MARK DISK
 BX1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1186_STAMPING: J 182 1961
 BX1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1186+STABILITY: SURFACE MOTION
 BX1186
 BX1186  HISTORY     - Date     Condition        Report By
 BX1186  HISTORY     - 1961     MONUMENTED       CGS
 BX1186  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1186
 BX1186                          STATION DESCRIPTION
 BX1186
 BX1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1186'11.35 MI W FROM HINESTON.
 BX1186'ABOUT 11.35 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF THE
 BX1186'HIGHWAY AND STATE HIGHWAY 112 AT HINESTON, OR 0.55 MILE NORTHEAST
 BX1186'ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT SLAGLE, THENCE 3.9 MILES
 BX1186'EAST ALONG STATE HIGHWAY 1214, THENCE 8.15 MILES EAST ALONG STATE
 BX1186'HIGHWAY 28, IN SECTION 7, T 3 N, R 5 W, 63 FEET NORTHEAST OF THE
 BX1186'CENTER LINE OF THE HIGHWAY, 22 FEET SOUTHEAST OF THE CENTER LINE OF A
 BX1186'DIRT ROAD LEADING NORTHEAST, 73 FEET NORTHEAST OF THE CENTER OF THE
 BX1186'JUNCTION OF THE HIGHWAY AND THE DIRT ROAD, 64 FEET EAST OF AND ACROSS
 BX1186'THE DIRT ROAD FROM A BRACED POWER POLE, 21 FEET SOUTHWEST OF AN
 BX1186'18-INCH OAK TREE, 26 FEET NORTH OF A CORNER FENCE POST, 2 FEET WEST OF
 BX1186'A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BX1186'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX1186
 BX1186                          STATION RECOVERY (2001)
 BX1186
 BX1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1199 ***********************************************************************
 BX1199  DESIGNATION -  J 183
 BX1199  PID         -  BX1199
 BX1199  STATE/COUNTY-  LA/VERNON
 BX1199  USGS QUAD   -  FULLERTON LAKE (1978)
 BX1199
 BX1199                         *CURRENT SURVEY CONTROL
 BX1199  ___________________________________________________________________
 BX1199* NAD 83(1986)-  31 02 37.     (N)    092 53 16.     (W)     SCALED    
 BX1199* NAVD 88     -        77.25   (+/-2cm)     253.4    (feet)  VERTCON   
 BX1199  ___________________________________________________________________
 BX1199  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BX1199
 BX1199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1199
 BX1199.The horizontal coordinates were scaled from a topographic map and have
 BX1199.an estimated accuracy of +/- 6 seconds.
 BX1199
 BX1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1199.The vertical order pertains to the NGVD 29 superseded value.
 BX1199
 BX1199.The geoid height was determined by GEOID03.
 BX1199
 BX1199;                    North         East    Units  Estimated Accuracy
 BX1199;SPC LA N     -    60,340.      962,980.      MT  (+/- 180 meters Scaled)
 BX1199
 BX1199                          SUPERSEDED SURVEY CONTROL
 BX1199
 BX1199  NGVD 29 (??/??/??)   77.284  (m)          253.56   (f) ADJUSTED    2 0
 BX1199
 BX1199.Superseded values are not recommended for survey control.
 BX1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1199.See file dsdata.txt to determine how the superseded data were derived.
 BX1199
 BX1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ107344(NAD 83)
 BX1199_MARKER: DB = BENCH MARK DISK
 BX1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1199_STAMPING: J 183 1961
 BX1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1199+STABILITY: SURFACE MOTION
 BX1199
 BX1199  HISTORY     - Date     Condition        Report By
 BX1199  HISTORY     - 1961     MONUMENTED       CGS
 BX1199  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1199  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1199
 BX1199                          STATION DESCRIPTION
 BX1199
 BX1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1199'8.1 MI NE FROM PITKIN.
 BX1199'ABOUT 8.1 MILES NORTHEAST ALONG STATE HIGHWAY 463 FROM THE GULF,
 BX1199'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, IN SECTION 21, T 1
 BX1199'N, R 5 W, 0.2 MILE SOUTHWEST OF THE CREST OF A HILL, 0.15 MILE
 BX1199'NORTHEAST OF A WOODEN BRIDGE, 57 FEET SOUTHEAST OF THE CENTER LINE OF
 BX1199'THE HIGHWAY, 29 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD
 BX1199'LEADING SOUTHEAST, 1.9 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 BX1199'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1199'PROJECTING 6 INCHES.
 BX1199
 BX1199                          STATION RECOVERY (1994)
 BX1199
 BX1199'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1199'MARK NOT FOUND.
 BX1199
 BX1199                          STATION RECOVERY (2001)
 BX1199
 BX1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1822 ***********************************************************************
 AU1822  DESIGNATION -  J 187
 AU1822  PID         -  AU1822
 AU1822  STATE/COUNTY-  LA/ST MARY
 AU1822  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU1822
 AU1822                         *CURRENT SURVEY CONTROL
 AU1822  ___________________________________________________________________
 AU1822* NAD 83(1986)-  29 32 34.     (N)    091 31 35.     (W)     SCALED    
 AU1822* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AU1822  ___________________________________________________________________
 AU1822  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AU1822
 AU1822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AU1822
 AU1822.The horizontal coordinates were scaled from a topographic map and have
 AU1822.an estimated accuracy of +/- 6 seconds.
 AU1822
 AU1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1822.The vertical order pertains to the NGVD 29 superseded value.
 AU1822
 AU1822.The geoid height was determined by GEOID03.
 AU1822
 AU1822;                    North         East    Units  Estimated Accuracy
 AU1822;SPC LA S     -   115,600.      981,290.      MT  (+/- 180 meters Scaled)
 AU1822
 AU1822                          SUPERSEDED SURVEY CONTROL
 AU1822
 AU1822  NGVD 29 (??/??/??)    0.973  (m)            3.19   (f) ADJUSTED    2 0
 AU1822
 AU1822.Superseded values are not recommended for survey control.
 AU1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1822.See file dsdata.txt to determine how the superseded data were derived.
 AU1822
 AU1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN427690(NAD 83)
 AU1822_MARKER: DB = BENCH MARK DISK
 AU1822_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1822_SP_SET: 22 FT
 AU1822_STAMPING: J 187 1961
 AU1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1822
 AU1822  HISTORY     - Date     Condition        Report By
 AU1822  HISTORY     - 1961     MONUMENTED       CGS
 AU1822
 AU1822                          STATION DESCRIPTION
 AU1822
 AU1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AU1822'18.65 MI SW FROM BAYOU SALE.
 AU1822'LOCATED ABOUT 17.34 MILES SOUTHWEST ALONG STATE HIGHWAY 317 FROM THE
 AU1822'TEXAS AND NEW ORLEANS RAILROAD STATION AT BAYOU SALE TO THE END OF THE
 AU1822'ROAD AT THE TEXACO FIELD OFFICE.  THENCE 1.3 MILES BY BOAT FROM THE
 AU1822'TEXACO FIELD OFFICE.  THE MARK IS IN THE SWAMP ALONG THE EASTERN SHORE
 AU1822'OF BAYOU SALE BAY, 146.0 FEET EAST OF THE EAST BANK OF BAYOU SALE BAY,
 AU1822'27.9 FEET NORTHEAST OF A 48-INCH BLAZED LIVE OAK TREE, 13.0 FEET
 AU1822'SOUTHEAST OF A 48-INCH BLAZED LIVE OAK TREE WITH A WITNESS SIGN
 AU1822'FASTENED TO THE WEST SIDE OF THE TREE AND 6.0 FEET NORTHWEST OF A
 AU1822'METAL WITNESS POST.  A STANDARD DISK, CLAMPED TO A 5/8-INCH COPPER ROD
 AU1822'(DRIVEN 22 FEET) ENCASED IN A 6-INCH ORANGEBURG PIPE FILLED WITH
 AU1822'CONCRETE.  THE MARK PROJECTS 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1549 ***********************************************************************
 BJ1549  DESIGNATION -  J 19
 BJ1549  PID         -  BJ1549
 BJ1549  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1549  USGS QUAD   -  PONCHATOULA (1994)
 BJ1549
 BJ1549                         *CURRENT SURVEY CONTROL
 BJ1549  ___________________________________________________________________
 BJ1549* NAD 83(1986)-  30 23 29.     (N)    090 25 38.     (W)     SCALED    
 BJ1549* NAVD 88     -         2.204  (meters)       7.23   (feet)  ADJUSTED  
 BJ1549  ___________________________________________________________________
 BJ1549  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ1549  DYNAMIC HT  -           2.202 (meters)       7.22  (feet)  COMP
 BJ1549  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ1549
 BJ1549  VERT ORDER  -  FIRST     CLASS I
 BJ1549
 BJ1549.The horizontal coordinates were scaled from a topographic map and have
 BJ1549.an estimated accuracy of +/- 6 seconds.
 BJ1549
 BJ1549.The orthometric height was determined by differential leveling
 BJ1549.and adjusted by the National Geodetic Survey in February 1994..
 BJ1549
 BJ1549.The geoid height was determined by GEOID03.
 BJ1549
 BJ1549.The dynamic height is computed by dividing the NAVD 88
 BJ1549.geopotential number by the normal gravity value computed on the
 BJ1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1549.degrees latitude (g = 980.6199 gals.).
 BJ1549
 BJ1549.The modeled gravity was interpolated from observed gravity values.
 BJ1549
 BJ1549;                    North         East    Units  Estimated Accuracy
 BJ1549;SPC LA S     -   210,000.    1,087,080.      MT  (+/- 180 meters Scaled)
 BJ1549
 BJ1549                          SUPERSEDED SURVEY CONTROL
 BJ1549
 BJ1549  NAVD 88 (06/15/91)    2.274  (m)            7.46   (f) UNKNOWN     1 1
 BJ1549  NGVD 29 (??/??/??)    2.257  (m)            7.40   (f) ADJUSTED    1 1
 BJ1549
 BJ1549.Superseded values are not recommended for survey control.
 BJ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1549.See file dsdata.txt to determine how the superseded data were derived.
 BJ1549
 BJ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP472649(NAD 83)
 BJ1549_MARKER: DB = BENCH MARK DISK
 BJ1549_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1549_SP_SET: FOOTING
 BJ1549_STAMPING: J 19 1934 7.930
 BJ1549_MARK LOGO: CGS   
 BJ1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1549+STABILITY: SURFACE MOTION
 BJ1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1549+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1549
 BJ1549  HISTORY     - Date     Condition        Report By
 BJ1549  HISTORY     - 1934     MONUMENTED       CGS
 BJ1549  HISTORY     - 1969     GOOD             CGS
 BJ1549  HISTORY     - 1986     GOOD             NGS
 BJ1549  HISTORY     - 19920617 GOOD             NGS
 BJ1549
 BJ1549                          STATION DESCRIPTION
 BJ1549
 BJ1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1549'3.4 MI S FROM PONCHATOULA.
 BJ1549'ABOUT 3.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1549'STATION AT PONCHATOULA, 0.25 MILE SOUTH OF MILEPOST 867, ACROSS THE
 BJ1549'TRACK FROM THE 2ND TELEGRAPH POLE SOUTH OF A WOODEN RAILROAD TRESTLE,
 BJ1549'SET ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR
 BJ1549'ABANDONED SIGNAL BASE, 7.0 FEET WEST OF THE WEST RAIL AND ABOUT LEVEL
 BJ1549'WITH THE TRACK.  T 7S, R 8 E.
 BJ1549
 BJ1549                          STATION RECOVERY (1986)
 BJ1549
 BJ1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1549'RECOVERED IN GOOD CONDITION.
 BJ1549
 BJ1549                          STATION RECOVERY (1992)
 BJ1549
 BJ1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1549'5.4 KM (3.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1549'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, NEAR THE SOUTHEAST
 BJ1549'CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL REMOVED)
 BJ1549', 2.1 M (6.9 FT) SOUTHWEST OF THE NEAR RAIL, LEVEL WITH THE TRACK, AND
 BJ1549'THE FOOTING PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1009 ***********************************************************************
 BJ1009  DESIGNATION -  J 197
 BJ1009  PID         -  BJ1009
 BJ1009  STATE/COUNTY-  LA/IBERVILLE
 BJ1009  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1009
 BJ1009                         *CURRENT SURVEY CONTROL
 BJ1009  ___________________________________________________________________
 BJ1009* NAD 83(1986)-  30 19 00.     (N)    091 08 17.     (W)     SCALED    
 BJ1009* NAVD 88     -         8.060  (meters)      26.44   (feet)  ADJUSTED  
 BJ1009  ___________________________________________________________________
 BJ1009  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ1009  DYNAMIC HT  -           8.050 (meters)      26.41  (feet)  COMP
 BJ1009  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BJ1009
 BJ1009  VERT ORDER  -  FIRST     CLASS I
 BJ1009
 BJ1009.The horizontal coordinates were scaled from a topographic map and have
 BJ1009.an estimated accuracy of +/- 6 seconds.
 BJ1009
 BJ1009.The orthometric height was determined by differential leveling
 BJ1009.and adjusted by the National Geodetic Survey in February 1994..
 BJ1009
 BJ1009.The geoid height was determined by GEOID03.
 BJ1009
 BJ1009.The dynamic height is computed by dividing the NAVD 88
 BJ1009.geopotential number by the normal gravity value computed on the
 BJ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1009.degrees latitude (g = 980.6199 gals.).
 BJ1009
 BJ1009.The modeled gravity was interpolated from observed gravity values.
 BJ1009
 BJ1009;                    North         East    Units  Estimated Accuracy
 BJ1009;SPC LA S     -   201,380.    1,018,780.      MT  (+/- 180 meters Scaled)
 BJ1009
 BJ1009                          SUPERSEDED SURVEY CONTROL
 BJ1009
 BJ1009  NGVD 29 (??/??/??)    8.110  (m)           26.61   (f) ADJUSTED    1 1
 BJ1009
 BJ1009.Superseded values are not recommended for survey control.
 BJ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1009.See file dsdata.txt to determine how the superseded data were derived.
 BJ1009
 BJ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP790553(NAD 83)
 BJ1009_MARKER: DB = BENCH MARK DISK
 BJ1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1009_SP_SET: CONCRETE POST
 BJ1009_STAMPING: J 197 1964
 BJ1009_MARK LOGO: CGS   
 BJ1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1009+STABILITY: SURFACE MOTION
 BJ1009
 BJ1009  HISTORY     - Date     Condition        Report By
 BJ1009  HISTORY     - 1964     MONUMENTED       CGS
 BJ1009  HISTORY     - 1976     GOOD             NGS
 BJ1009  HISTORY     - 1986     GOOD             NGS
 BJ1009
 BJ1009                          STATION DESCRIPTION
 BJ1009
 BJ1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1009'2.1 MI SW FROM BURTVILLE.
 BJ1009'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1009'STATE HIGHWAY 327 AT BURTVILLE, NEAR THE EAST BATON ROUGE-IBERVILLE
 BJ1009'PARISH LINE, NEAR THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST TO
 BJ1009'THE MANCHAC PLANTATION, 30.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BJ1009'HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD AT ENTRANCE
 BJ1009'TO PLANTATION, 13.5 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A 6-FOOT
 BJ1009'HIGH BRICK GATEPOST, 0.6 FOOT SOUTHEAST OF A BOARD FENCE, 1 1/2 FEET
 BJ1009'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 BJ1009'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 BJ1009'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS MARK IS ABOUT 100 FEET
 BJ1009'SOUTHWEST OF THE HEAD OF BAYOU MANCHAC.
 BJ1009
 BJ1009                          STATION RECOVERY (1976)
 BJ1009
 BJ1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1009'2.4 MILE SOUTH ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1009'STATE HIGHWAY 30, NEAR THE EAST BATON ROUGE-IBERVILLE PARISH LINE, AT
 BJ1009'THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST TO THE MANCHAC
 BJ1009'PLANTATION, 30.5 FT SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24.5
 BJ1009'FT SOUTHWEST OF THE CENTER LINE OF A CATTLE GUARD AND GRAVEL ROAD,
 BJ1009'13.5 FT SOUTHWEST OF THE SOUTHWEST SIDE OF A 6 FT HIGH BRICK GATE POST
 BJ1009'1.0 FT SOUTHEAST OF A BOARD FENCE, 77 FT. NORTHEAST OF A POWER POLE
 BJ1009'NUMBER 40A/L2304 WITH TRANSFORMER. NOTE THE BM IS ABOUT 100 FT
 BJ1009'SOUTHWEST OF THE HEAD OF BAYOU MANCHAC.
 BJ1009
 BJ1009                          STATION RECOVERY (1986)
 BJ1009
 BJ1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1779 ***********************************************************************
 BJ1779  DESIGNATION -  J 20
 BJ1779  PID         -  BJ1779
 BJ1779  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1779  USGS QUAD   -  KENTWOOD (1980)
 BJ1779
 BJ1779                         *CURRENT SURVEY CONTROL
 BJ1779  ___________________________________________________________________
 BJ1779* NAD 83(1986)-  30 54 16.     (N)    090 30 42.     (W)     SCALED    
 BJ1779* NAVD 88     -        58.719  (meters)     192.65   (feet)  READJUSTED
 BJ1779  ___________________________________________________________________
 BJ1779  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1779  DYNAMIC HT  -          58.640 (meters)     192.39  (feet)  COMP
 BJ1779  MODELED GRAV-     979,354.2   (mgal)                       NAVD 88
 BJ1779
 BJ1779  VERT ORDER  -  ?
 BJ1779
 BJ1779.The horizontal coordinates were scaled from a topographic map and have
 BJ1779.an estimated accuracy of +/- 6 seconds.
 BJ1779
 BJ1779.The orthometric height was determined by differential leveling
 BJ1779.and adjusted by the National Geodetic Survey in June 1991..
 BJ1779.The height was derived from older observations constrained to new
 BJ1779.heights in a crustal motion area.  The height is approximate in
 BJ1779.relation to other heights in its vicinity.
 BJ1779
 BJ1779.The geoid height was determined by GEOID03.
 BJ1779
 BJ1779.The dynamic height is computed by dividing the NAVD 88
 BJ1779.geopotential number by the normal gravity value computed on the
 BJ1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1779.degrees latitude (g = 980.6199 gals.).
 BJ1779
 BJ1779.The modeled gravity was interpolated from observed gravity values.
 BJ1779
 BJ1779;                    North         East    Units  Estimated Accuracy
 BJ1779;SPC LA S     -   266,810.    1,078,550.      MT  (+/- 180 meters Scaled)
 BJ1779
 BJ1779                          SUPERSEDED SURVEY CONTROL
 BJ1779
 BJ1779  NGVD 29 (??/??/??)   58.703  (m)          192.59   (f) ADJUSTED    1 1
 BJ1779
 BJ1779.Superseded values are not recommended for survey control.
 BJ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1779.See file dsdata.txt to determine how the superseded data were derived.
 BJ1779
 BJ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ378216(NAD 83)
 BJ1779_MARKER: DB = BENCH MARK DISK
 BJ1779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1779_SP_SET: CULVERT
 BJ1779_STAMPING: J 20 1934 192.792
 BJ1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1779
 BJ1779  HISTORY     - Date     Condition        Report By
 BJ1779  HISTORY     - 1934     MONUMENTED       CGS
 BJ1779  HISTORY     - 1969     GOOD             CGS
 BJ1779  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1779
 BJ1779                          STATION DESCRIPTION
 BJ1779
 BJ1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1779'2.4 MI S FROM KENTWOOD.
 BJ1779'ABOUT 2.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1779'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, ABOUT 2.05 MILES NORTH ALONG
 BJ1779'THE ILLINOIS CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 440
 BJ1779'AT TANGIPAHOA, 0.3 MILE SOUTH OF MILEPOST 831, 0.1 MILE NORTH OF A
 BJ1779'DIRT ROAD CROSSING THE TRACK, SET ON THE SOUTH END OF THE EAST
 BJ1779'CONCRETE HEAD WALL FOR A 12-FOOT CONCRETE ARCHED CULVERT UNDER THE
 BJ1779'TRACK, 6.2 FEET EAST OF THE EAST RAIL AND 2 FEET BELOW THE LEVEL OF
 BJ1779'THE TRACK.
 BJ1779
 BJ1779                          STATION RECOVERY (1992)
 BJ1779
 BJ1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1779'THE DISK MAY STILL BE IN PLACE UNDER NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0725 ***********************************************************************
 BJ0725  DESIGNATION -  J 204 RESET
 BJ0725  PID         -  BJ0725
 BJ0725  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0725  USGS QUAD   -  LOBDELL (1992)
 BJ0725
 BJ0725                         *CURRENT SURVEY CONTROL
 BJ0725  ___________________________________________________________________
 BJ0725* NAD 83(1986)-  30 29 37.     (N)    091 17 22.     (W)     SCALED    
 BJ0725* NAVD 88     -         6.929  (meters)      22.73   (feet)  ADJUSTED  
 BJ0725  ___________________________________________________________________
 BJ0725  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0725  DYNAMIC HT  -           6.920 (meters)      22.70  (feet)  COMP
 BJ0725  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ0725
 BJ0725  VERT ORDER  -  FIRST     CLASS I
 BJ0725
 BJ0725.The horizontal coordinates were scaled from a topographic map and have
 BJ0725.an estimated accuracy of +/- 6 seconds.
 BJ0725
 BJ0725.The orthometric height was determined by differential leveling
 BJ0725.and adjusted by the National Geodetic Survey in February 1994..
 BJ0725
 BJ0725.The geoid height was determined by GEOID03.
 BJ0725
 BJ0725.The dynamic height is computed by dividing the NAVD 88
 BJ0725.geopotential number by the normal gravity value computed on the
 BJ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0725.degrees latitude (g = 980.6199 gals.).
 BJ0725
 BJ0725.The modeled gravity was interpolated from observed gravity values.
 BJ0725
 BJ0725;                    North         East    Units  Estimated Accuracy
 BJ0725;SPC LA S     -   220,980.    1,004,210.      MT  (+/- 180 meters Scaled)
 BJ0725
 BJ0725                          SUPERSEDED SURVEY CONTROL
 BJ0725
 BJ0725  NAVD 88 (06/15/91)    6.982  (m)           22.91   (f) UNKNOWN     1 1
 BJ0725  NGVD 29 (??/??/??)    6.946  (m)           22.79   (f) ADJUSTED    1 1
 BJ0725
 BJ0725.Superseded values are not recommended for survey control.
 BJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0725.See file dsdata.txt to determine how the superseded data were derived.
 BJ0725
 BJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP641747(NAD 83)
 BJ0725_MARKER: DB = BENCH MARK DISK
 BJ0725_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0725_SP_SET: HEADWALL
 BJ0725_STAMPING: J 204 1964 RESET 1969
 BJ0725_MARK LOGO: CGS   
 BJ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0725+STABILITY: SURFACE MOTION
 BJ0725
 BJ0725  HISTORY     - Date     Condition        Report By
 BJ0725  HISTORY     - 1969     MONUMENTED       CGS
 BJ0725  HISTORY     - 1976     GOOD             NGS
 BJ0725  HISTORY     - 1981     GOOD             LADTD
 BJ0725  HISTORY     - 1986     GOOD             NGS
 BJ0725
 BJ0725                          STATION DESCRIPTION
 BJ0725
 BJ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0725'2.6 MI W FROM KAHNS.
 BJ0725'LOCATED 2.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0725'STATE HIGHWAY 415 OVERPASS AT KAHNS, 205 FEET NORTH OF THE NORTH RAIL
 BJ0725'OF THE TRACKS, 29.5 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 BJ0725'U.S. HIGHWAY 190, 25 FEET EAST OF THE CENTER OF A PRIVATE ROAD ALONG
 BJ0725'THE WEST SIDE OF A DITCH, 79.5 FEET SOUTHWEST OF A POWER POLE, 38 FEET
 BJ0725'WEST OF A PRIVATE ROAD, AND 1.3 FEET EAST OF A METAL WITNESS POST. IT
 BJ0725'A BENCH MARK DISK SET IN A DRILL HOLE IN THE WEST END OF THE NORTH
 BJ0725'HEADWALL OF A 5 BY 5 CONCRETE CULVERT.  IT IS ABOUT 2.5 FEET BELOW THE
 BJ0725'LEVEL OF THE ROAD.
 BJ0725
 BJ0725                          STATION RECOVERY (1976)
 BJ0725
 BJ0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0725'2.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0725'STATE HIGHWAY 415 OVERPASS, AT THE CROSSING OF A PRIVATE ROAD,
 BJ0725'DIRECTLY OPPOSITE RAILROAD BRIDGE 639.0, 204.6 FT. NORTHEAST OF THE
 BJ0725'NORTHEAST RAIL, 30 FT. NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 BJ0725'LANES OF U.S. HIGHWAY 190, IN THE TOP OF THE NORTHWEST END OF THE
 BJ0725'NORTHEAST CONCRETE HEAD WALL OF A LARGE CONCRETE BOX HIGHWAY
 BJ0725'CULVERT, 0.8 FT. SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL.
 BJ0725
 BJ0725                          STATION RECOVERY (1981)
 BJ0725
 BJ0725'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0725'RECOVERED IN GOOD CONDITION.
 BJ0725
 BJ0725                          STATION RECOVERY (1986)
 BJ0725
 BJ0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0260 ***********************************************************************
 BJ0260  DESIGNATION -  J 205
 BJ0260  PID         -  BJ0260
 BJ0260  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0260  USGS QUAD   -  LOTTIE (1994)
 BJ0260
 BJ0260                         *CURRENT SURVEY CONTROL
 BJ0260  ___________________________________________________________________
 BJ0260* NAD 83(1986)-  30 33 17.     (N)    091 39 26.     (W)     SCALED    
 BJ0260* NAVD 88     -        12.937  (meters)      42.44   (feet)  ADJUSTED  
 BJ0260  ___________________________________________________________________
 BJ0260  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0260  DYNAMIC HT  -          12.920 (meters)      42.39  (feet)  COMP
 BJ0260  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ0260
 BJ0260  VERT ORDER  -  FIRST     CLASS I
 BJ0260
 BJ0260.The horizontal coordinates were scaled from a topographic map and have
 BJ0260.an estimated accuracy of +/- 6 seconds.
 BJ0260
 BJ0260.The orthometric height was determined by differential leveling
 BJ0260.and adjusted by the National Geodetic Survey in February 1994..
 BJ0260.WARNING-Repeat measurements at this control monument indicate possible
 BJ0260.vertical movement.
 BJ0260
 BJ0260.The geoid height was determined by GEOID03.
 BJ0260
 BJ0260.The dynamic height is computed by dividing the NAVD 88
 BJ0260.geopotential number by the normal gravity value computed on the
 BJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0260.degrees latitude (g = 980.6199 gals.).
 BJ0260
 BJ0260.The modeled gravity was interpolated from observed gravity values.
 BJ0260
 BJ0260;                    North         East    Units  Estimated Accuracy
 BJ0260;SPC LA S     -   227,800.      968,930.      MT  (+/- 180 meters Scaled)
 BJ0260
 BJ0260                          SUPERSEDED SURVEY CONTROL
 BJ0260
 BJ0260  NGVD 29 (??/??/??)   12.951  (m)           42.49   (f) ADJUSTED    1 1
 BJ0260
 BJ0260.Superseded values are not recommended for survey control.
 BJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0260.See file dsdata.txt to determine how the superseded data were derived.
 BJ0260
 BJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP287810(NAD 83)
 BJ0260_MARKER: DB = BENCH MARK DISK
 BJ0260_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0260_SP_SET: BRIDGE ABUTMENT
 BJ0260_STAMPING: J 205 1964
 BJ0260_MARK LOGO: CGS   
 BJ0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0260
 BJ0260  HISTORY     - Date     Condition        Report By
 BJ0260  HISTORY     - 1964     MONUMENTED       CGS
 BJ0260  HISTORY     - 1976     GOOD             NGS
 BJ0260  HISTORY     - 1986     GOOD             NGS
 BJ0260
 BJ0260                          STATION DESCRIPTION
 BJ0260
 BJ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0260'1.15 MI W FROM LOTTIE.
 BJ0260'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE INTERSECTION OF
 BJ0260'THE HIGHWAY AND STATE ROAD 81 AT LOTTIE, THENCE 0.15 MILE SOUTH ALONG
 BJ0260'A LEVEE, IN S 34, T 6 S, R 8 E, 115 FEET EAST OF THE CENTER LINE OF A
 BJ0260'ROAD CROSSING THE TOP OF THE LEVEE, SET IN THE TOP OF THE NORTH END OF
 BJ0260'THE WEST CONCRETE ABUTMENT OF A MISSOURI PACIFIC RAILROAD BRIDGE, 5
 BJ0260'1/2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, AND ABOUT 1/2 FOOT
 BJ0260'BELOW THE LEVEL OF THE TRACK.
 BJ0260
 BJ0260                          STATION RECOVERY (1976)
 BJ0260
 BJ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0260'1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0260'HIGHWAY 81, THENCE 0.1 MILE SOUTH ALONG A LEVEE ROAD, AT THE
 BJ0260'CROSSING OF THE MISSOURI PACIFIC RAILROAD, 115 FT EAST OF THE CENTER
 BJ0260'LINE OF THE ROAD, 5.5 FT NORTH OF THE NORTH RAIL, IN THE TOP OF THE
 BJ0260'NORTH END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE.
 BJ0260
 BJ0260                          STATION RECOVERY (1986)
 BJ0260
 BJ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0027 ***********************************************************************
 BJ0027  DESIGNATION -  J 207 RESET 1971
 BJ0027  PID         -  BJ0027
 BJ0027  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0027  USGS QUAD   -  BATCHELOR (1973)
 BJ0027
 BJ0027                         *CURRENT SURVEY CONTROL
 BJ0027  ___________________________________________________________________
 BJ0027* NAD 83(1986)-  30 50 30.     (N)    091 39 01.     (W)     SCALED    
 BJ0027* NAVD 88     -        13.077  (meters)      42.90   (feet)  ADJUSTED  
 BJ0027  ___________________________________________________________________
 BJ0027  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0027  DYNAMIC HT  -          13.061 (meters)      42.85  (feet)  COMP
 BJ0027  MODELED GRAV-     979,374.0   (mgal)                       NAVD 88
 BJ0027
 BJ0027  VERT ORDER  -  FIRST     CLASS I
 BJ0027
 BJ0027.The horizontal coordinates were scaled from a topographic map and have
 BJ0027.an estimated accuracy of +/- 6 seconds.
 BJ0027
 BJ0027.The orthometric height was determined by differential leveling
 BJ0027.and adjusted by the National Geodetic Survey in February 1994..
 BJ0027
 BJ0027.The geoid height was determined by GEOID03.
 BJ0027
 BJ0027.The dynamic height is computed by dividing the NAVD 88
 BJ0027.geopotential number by the normal gravity value computed on the
 BJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0027.degrees latitude (g = 980.6199 gals.).
 BJ0027
 BJ0027.The modeled gravity was interpolated from observed gravity values.
 BJ0027
 BJ0027;                    North         East    Units  Estimated Accuracy
 BJ0027;SPC LA S     -   259,610.      969,680.      MT  (+/- 180 meters Scaled)
 BJ0027
 BJ0027                          SUPERSEDED SURVEY CONTROL
 BJ0027
 BJ0027  NAVD 88 (06/15/91)   13.108  (m)           43.01   (f) UNKNOWN     1 1
 BJ0027  NGVD 29 (??/??/??)   13.066  (m)           42.87   (f) ADJUSTED    1 1
 BJ0027
 BJ0027.Superseded values are not recommended for survey control.
 BJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0027.See file dsdata.txt to determine how the superseded data were derived.
 BJ0027
 BJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ290128(NAD 83)
 BJ0027_MARKER: DB = BENCH MARK DISK
 BJ0027_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0027+WITH SETTING: INTO GROUND
 BJ0027_STAMPING: J 207 RESET 1971
 BJ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0027+STABILITY: SURFACE MOTION
 BJ0027
 BJ0027  HISTORY     - Date     Condition        Report By
 BJ0027  HISTORY     - 1971     MONUMENTED       NGS
 BJ0027  HISTORY     - 1976     GOOD             NGS
 BJ0027
 BJ0027                          STATION DESCRIPTION
 BJ0027
 BJ0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BJ0027'IN LACOUR.
 BJ0027'LOCATED 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 419 FROM THE GENERAL
 BJ0027'STORE AT LACOUR, IN THE NORTHEAST CORNER OF THE YARD OF A TENANT
 BJ0027'HOUSE, 36 FEET SOUTHWEST OF THE CENTER OF THE STATE HIGHWAY 419, 13
 BJ0027'FEET NORTHEAST OF A TELEPHONE CABLE ACCESS, 1 FOOT NORTHWEST OF A T
 BJ0027'FENCE CORNER 71 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A TENANT
 BJ0027'HOUSE AND 1 FOOT SOUTHWEST OF A FENCE LINE AND A METAL WITNESS POST.
 BJ0027'IT IS A BENCH MARK DISK CRIMPED ON THE TOP OF A 4 FOOT SECTION OF 5/8
 BJ0027'INCH COPPER WELD ROD FASTENED TO A 10-INCH SQUARE METAL PLATE.  THE
 BJ0027'COPPER ROD AND DISK PROTECTED BY A 3 FOOT SECTION OF ORANGEBURG PIPE
 BJ0027'WHICH PROJECTS 4 INCHES.
 BJ0027
 BJ0027                          STATION RECOVERY (1976)
 BJ0027
 BJ0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0027'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 419 FROM THE GENERAL STORE AT
 BJ0027'LACOUR, 4.4 MILES SOUTHEAST OF WILLIAMSPORT, IN THE EAST CORNER OF A
 BJ0027'HOUSE YARD, 71 FT EAST OF THE EAST CORNER OF THE HOUSE, 37 FT SOUTH
 BJ0027'WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FT WEST OF THE NORTH END OF
 BJ0027'A 18 INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0154 ***********************************************************************
 BJ0154  DESIGNATION -  J 208
 BJ0154  PID         -  BJ0154
 BJ0154  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0154  USGS QUAD   -  SIMMESPORT (1969)
 BJ0154
 BJ0154                         *CURRENT SURVEY CONTROL
 BJ0154  ___________________________________________________________________
 BJ0154* NAD 83(1986)-  30 58 58.     (N)    091 46 46.     (W)     SCALED    
 BJ0154* NAVD 88     -        13.659  (meters)      44.81   (feet)  ADJUSTED  
 BJ0154  ___________________________________________________________________
 BJ0154  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0154  DYNAMIC HT  -          13.642 (meters)      44.76  (feet)  COMP
 BJ0154  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 BJ0154
 BJ0154  VERT ORDER  -  FIRST     CLASS I
 BJ0154
 BJ0154.The horizontal coordinates were scaled from a topographic map and have
 BJ0154.an estimated accuracy of +/- 6 seconds.
 BJ0154
 BJ0154.The orthometric height was determined by differential leveling
 BJ0154.and adjusted by the National Geodetic Survey in February 1994..
 BJ0154
 BJ0154.The geoid height was determined by GEOID03.
 BJ0154
 BJ0154.The dynamic height is computed by dividing the NAVD 88
 BJ0154.geopotential number by the normal gravity value computed on the
 BJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0154.degrees latitude (g = 980.6199 gals.).
 BJ0154
 BJ0154.The modeled gravity was interpolated from observed gravity values.
 BJ0154
 BJ0154;                    North         East    Units  Estimated Accuracy
 BJ0154;SPC LA S     -   275,300.      957,380.      MT  (+/- 180 meters Scaled)
 BJ0154
 BJ0154                          SUPERSEDED SURVEY CONTROL
 BJ0154
 BJ0154  NAVD 88 (06/15/91)   13.685  (m)           44.90   (f) UNKNOWN     1 1
 BJ0154  NGVD 29 (??/??/??)   13.637  (m)           44.74   (f) ADJUSTED    1 1
 BJ0154
 BJ0154.Superseded values are not recommended for survey control.
 BJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0154.See file dsdata.txt to determine how the superseded data were derived.
 BJ0154
 BJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ165283(NAD 83)
 BJ0154_MARKER: DB = BENCH MARK DISK
 BJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0154_STAMPING: J 208 1964
 BJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0154+STABILITY: SURFACE MOTION
 BJ0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0154+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BJ0154
 BJ0154  HISTORY     - Date     Condition        Report By
 BJ0154  HISTORY     - 1964     MONUMENTED       CGS
 BJ0154  HISTORY     - 1966     GOOD             CGS
 BJ0154  HISTORY     - 1976     GOOD             NGS
 BJ0154  HISTORY     - 20040515 GOOD             USPSQD
 BJ0154  HISTORY     - 20050629 GOOD             USPSQD
 BJ0154
 BJ0154                          STATION DESCRIPTION
 BJ0154
 BJ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0154'1.8 MI E FROM SIMMESPORT.
 BJ0154'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ0154'SIMMESPORT, THENCE 1.0 MILE NORTHEAST ALONG STATE ROAD 418, IN SECTION
 BJ0154'26, T 1 S, R 7 E, ABOUT 100 YARDS SOUTHWEST OF A TWO-STORIED HOUSE, 36
 BJ0154'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHWEST OF
 BJ0154'THE CENTER OF AN ALUMINUM GATE, 1 1/2 FEET NORTHWEST OF A FENCE, 1.5
 BJ0154'FEET NORTH OF A WOODEN FENCE POST BEARING A WITNESS SIGN, ABOUT 1 1/2
 BJ0154'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BJ0154'POST PROJECTING 10 INCHES.  NOTE-- IT APPEARS THAT THIS MARK WAS
 BJ0154'EITHER STEPPED ON BY AN ANIMAL OR RUN OVER BY AN AUTO WHILE THE CEMENT
 BJ0154'WAS GREEN BUT THE MARK IS STILL SOLID.
 BJ0154
 BJ0154                          STATION RECOVERY (1976)
 BJ0154
 BJ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0154'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF
 BJ0154'STATE HIGHWAY 417, ABOUT 100 YARDS SOUTHWEST OF A TWO STORY HOUSE
 BJ0154'36.5 FT SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15.5 FT
 BJ0154'SOUTHWEST OF THE CENTER OF A METAL GATE, 1.2 FT NORTHWEST OF A
 BJ0154'FENCE
 BJ0154
 BJ0154                          STATION RECOVERY (2004)
 BJ0154
 BJ0154'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0154'RECOVERED AS DESCRIBED.THE TWO STORY HOUSE IS THE FORMER WHITE HALL
 BJ0154'PLANTATION HOME.  THE FENCE AND METAL GATE NO LONGE EXISTS.  THE
 BJ0154'WITNESS SIGN IS NAILED ON THE SOUTHWEST SIDE OF A LARGE OAK TREE.
 BJ0154
 BJ0154                          STATION RECOVERY (2005)
 BJ0154
 BJ0154'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0839 ***********************************************************************
 BJ0839  DESIGNATION -  J 209
 BJ0839  PID         -  BJ0839
 BJ0839  STATE/COUNTY-  LA/IBERVILLE
 BJ0839  USGS QUAD   -  PIGEON (1980)
 BJ0839
 BJ0839                         *CURRENT SURVEY CONTROL
 BJ0839  ___________________________________________________________________
 BJ0839* NAD 83(1986)-  30 04 13.     (N)    091 17 06.     (W)     SCALED    
 BJ0839* NAVD 88     -         1.478  (meters)       4.85   (feet)  ADJUSTED  
 BJ0839  ___________________________________________________________________
 BJ0839  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BJ0839  DYNAMIC HT  -           1.476 (meters)       4.84  (feet)  COMP
 BJ0839  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 BJ0839
 BJ0839  VERT ORDER  -  FIRST     CLASS I
 BJ0839
 BJ0839.The horizontal coordinates were scaled from a topographic map and have
 BJ0839.an estimated accuracy of +/- 6 seconds.
 BJ0839
 BJ0839.The orthometric height was determined by differential leveling
 BJ0839.and adjusted by the National Geodetic Survey in February 1994..
 BJ0839
 BJ0839.The geoid height was determined by GEOID03.
 BJ0839
 BJ0839.The dynamic height is computed by dividing the NAVD 88
 BJ0839.geopotential number by the normal gravity value computed on the
 BJ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0839.degrees latitude (g = 980.6199 gals.).
 BJ0839
 BJ0839.The modeled gravity was interpolated from observed gravity values.
 BJ0839
 BJ0839;                    North         East    Units  Estimated Accuracy
 BJ0839;SPC LA S     -   174,060.    1,004,660.      MT  (+/- 180 meters Scaled)
 BJ0839
 BJ0839                          SUPERSEDED SURVEY CONTROL
 BJ0839
 BJ0839  NGVD 29 (??/??/??)    1.517  (m)            4.98   (f) ADJUSTED    1 1
 BJ0839
 BJ0839.Superseded values are not recommended for survey control.
 BJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0839.See file dsdata.txt to determine how the superseded data were derived.
 BJ0839
 BJ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP653278(NAD 83)
 BJ0839_MARKER: DB = BENCH MARK DISK
 BJ0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0839_SP_SET: CONCRETE BLOCK
 BJ0839_STAMPING: J 209 1964
 BJ0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0839
 BJ0839  HISTORY     - Date     Condition        Report By
 BJ0839  HISTORY     - 1964     MONUMENTED       CGS
 BJ0839  HISTORY     - 1965     GOOD             CGS
 BJ0839  HISTORY     - 1976     GOOD             NGS
 BJ0839
 BJ0839                          STATION DESCRIPTION
 BJ0839
 BJ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0839'IN PIGEON.
 BJ0839'AT PIGEON, ON THE LOWER GRAND RIVER, SET IN TOP OF THE CONCRETE BLOCK
 BJ0839'FOR THE SHEAVE OF THE DRAWBRIDGE OVER THE RIVER, 46 FEET SOUTH OF THE
 BJ0839'SOUTHEAST CORNER OF A SMALL POWER PLANT FOR THE DRAWBRIDGE, 29 FEET
 BJ0839'SOUTHWEST OF THE NORTH CORNER OF DRAWBRIDGE, 18 FEET NORTH OF THE EAST
 BJ0839'CORNER OF DRAWBRIDGE CONTROL HOUSE, 11 FEET NORTHWEST OF THE NORTHWEST
 BJ0839'EDGE OF DRAWBRIDGE, ABOUT 3 FEET BELOW THE LEVEL OF THE DRAWBRIDGE.
 BJ0839'NOTE-- THIS LINE CROSSES THE LOWER GRAND RIVER AT THIS POINT.
 BJ0839
 BJ0839                          STATION RECOVERY (1976)
 BJ0839
 BJ0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0839'AT PIGEON, AT THE NORTHEAST END OF A DRAWBRIDGE OVER THE LOWER GRAND
 BJ0839'RIVER, 29 FT SOUTHWEST OF THE NORTH CORNER OF THE BRIDGE, 26 FT
 BJ0839'NORTHWEST OF THE CENTER LINE OF THE BRIDGE, 18.1 FT NORTH OF THE
 BJ0839'EAST CORNER OF THE BRIDGE CONTROL HOUSE, 11.1 FT NORTHWEST OF THE
 BJ0839'NORTHWEST EDGE OF THE BRIDGE, IN THE TOP OF THE NORTH CORNER OF THE
 BJ0839'4-BY-4-FOOT CONCRETE BLOCK FOR THE SHEAVE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8227 ***********************************************************************
 AC8227  DESIGNATION -  J 21 RESET
 AC8227  PID         -  AC8227
 AC8227  STATE/COUNTY-  LA/ST TAMMANY
 AC8227  USGS QUAD   -  COVINGTON (1994)
 AC8227
 AC8227                         *CURRENT SURVEY CONTROL
 AC8227  ___________________________________________________________________
 AC8227* NAD 83(1986)-  30 28 36.     (N)    090 05 09.     (W)     SCALED    
 AC8227* NAVD 88     -         6.08   (meters)      19.9    (feet)  RESET     
 AC8227  ___________________________________________________________________
 AC8227  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AC8227
 AC8227  VERT ORDER  -  THIRD
 AC8227
 AC8227.The horizontal coordinates were scaled from a topographic map and have
 AC8227.an estimated accuracy of +/- 6 seconds.
 AC8227
 AC8227.The orthometric height was computed from unverified reset data.
 AC8227
 AC8227.The geoid height was determined by GEOID03.
 AC8227
 AC8227;                    North         East    Units  Estimated Accuracy
 AC8227;SPC LA S     -   219,760.    1,119,780.      MT  (+/- 180 meters Scaled)
 AC8227
 AC8227                          SUPERSEDED SURVEY CONTROL
 AC8227
 AC8227.No superseded survey control is available for this station.
 AC8227
 AC8227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP797752(NAD 83)
 AC8227_MARKER: DV = VERTICAL CONTROL DISK
 AC8227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8227_STAMPING: J 21 RESET 1990
 AC8227_MARK LOGO: NGS   
 AC8227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8227+STABILITY: SURFACE MOTION
 AC8227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8227+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8227
 AC8227  HISTORY     - Date     Condition        Report By
 AC8227  HISTORY     - 1990     MONUMENTED       LADTD
 AC8227
 AC8227                          STATION DESCRIPTION
 AC8227
 AC8227'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8227'THE STATION IS LOCATED IN COVINGTON IN THE SOUTHEAST QUARTER OF
 AC8227'SECTION 42, T6S, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8227'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AC8227'OF STATE HIGHWAYS 21 AND 36 IN NORTHEAST COVINGTON, GO SOUTH FOR 0.1
 AC8227'MI (0.2 KM) TO THE STATION ON THE RIGHT NEAR THE ILLINOIS CENTRAL GULF
 AC8227'RAILROAD CROSSING. THE STATION IS 60.5 FT (18.4 M) WEST-NORTHWEST FROM
 AC8227'THE CENTER OF THE HIGHWAY, 40.5 FT (12.3 M) SOUTH-SOUTHWEST FROM THE
 AC8227'SOUTH RAIL OF THE RAILROAD, 20.0 FT (6.1 M) SOUTHEAST FROM A POWER
 AC8227'POLE WITH TRANSFORMER ATTACHED, 5.0 FT (1.5 M) SOUTH-SOUTHWEST FROM
 AC8227'THE EXTENDED CENTER OF CRAWFORD ROAD AND 1.5 FT (0.5 M) EAST-SOUTHEAST
 AC8227'FROM A FIBERGLASS WITNESS POST.  THE MARK IS RECESSED 1.0 IN BELOW THE
 AC8227'GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 AC8227'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2771 ***********************************************************************
 BJ2771  DESIGNATION -  J 210
 BJ2771  PID         -  BJ2771
 BJ2771  STATE/COUNTY-  LA/ST LANDRY
 BJ2771  USGS QUAD   -  PORT BARRE (1994)
 BJ2771
 BJ2771                         *CURRENT SURVEY CONTROL
 BJ2771  ___________________________________________________________________
 BJ2771* NAD 83(1986)-  30 31 57.     (N)    091 57 11.     (W)     SCALED    
 BJ2771* NAVD 88     -         6.87   (+/-2cm)      22.5    (feet)  VERTCON   
 BJ2771  ___________________________________________________________________
 BJ2771  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2771
 BJ2771  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2771
 BJ2771.The horizontal coordinates were scaled from a topographic map and have
 BJ2771.an estimated accuracy of +/- 6 seconds.
 BJ2771
 BJ2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2771.The vertical order pertains to the NGVD 29 superseded value.
 BJ2771
 BJ2771.The geoid height was determined by GEOID03.
 BJ2771
 BJ2771;                    North         East    Units  Estimated Accuracy
 BJ2771;SPC LA S     -   225,460.      940,530.      MT  (+/- 180 meters Scaled)
 BJ2771
 BJ2771                          SUPERSEDED SURVEY CONTROL
 BJ2771
 BJ2771  NGVD 29 (??/??/??)    6.850  (m)           22.47   (f) ADJUSTED    1 2
 BJ2771
 BJ2771.Superseded values are not recommended for survey control.
 BJ2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2771.See file dsdata.txt to determine how the superseded data were derived.
 BJ2771
 BJ2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP004782(NAD 83)
 BJ2771_MARKER: DB = BENCH MARK DISK
 BJ2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2771_STAMPING: J 210 1964
 BJ2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2771+STABILITY: SURFACE MOTION
 BJ2771
 BJ2771  HISTORY     - Date     Condition        Report By
 BJ2771  HISTORY     - 1964     MONUMENTED       CGS
 BJ2771  HISTORY     - 1965     GOOD             CGS
 BJ2771
 BJ2771                          STATION DESCRIPTION
 BJ2771
 BJ2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2771'1.6 MI SE FROM PORT BARRE.
 BJ2771'ABOUT 0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2771'STATION AT PORT BARRE, THENCE 1.0 MILE SOUTH ALONG A BRANCH LINE OF
 BJ2771'THE RAILROAD, 190 FEET SOUTH OF THE CENTER OF THE CROSSING OF STATE
 BJ2771'ROAD 741, 51 FEET WEST OF THE CENTER LINE OF THE ROAD, 64 1/2 FEET
 BJ2771'NORTH OF A POWER POLE BEARING A TRANSFORMER, 3 FEET NORTH OF A
 BJ2771'CONCRETE RIGHT-OF-WAY MARKER, 1.5 FEET WEST OF A WOODEN WITNESS POST,
 BJ2771'ABOUT 4 FEET BELOW THE LEVEL OF THE A CONCRETE POST PROJECTING 4
 BJ2771'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0496 ***********************************************************************
 BJ0496  DESIGNATION -  J 216
 BJ0496  PID         -  BJ0496
 BJ0496  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0496  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0496
 BJ0496                         *CURRENT SURVEY CONTROL
 BJ0496  ___________________________________________________________________
 BJ0496* NAD 83(1986)-  30 34 55.     (N)    091 10 09.     (W)     SCALED    
 BJ0496* NAVD 88     -        21.548  (meters)      70.70   (feet)  ADJUSTED  
 BJ0496  ___________________________________________________________________
 BJ0496  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0496  DYNAMIC HT  -          21.520 (meters)      70.60  (feet)  COMP
 BJ0496  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ0496
 BJ0496  VERT ORDER  -  FIRST     CLASS I
 BJ0496
 BJ0496.The horizontal coordinates were scaled from a topographic map and have
 BJ0496.an estimated accuracy of +/- 6 seconds.
 BJ0496
 BJ0496.The orthometric height was determined by differential leveling
 BJ0496.and adjusted by the National Geodetic Survey in February 1994..
 BJ0496
 BJ0496.The geoid height was determined by GEOID03.
 BJ0496
 BJ0496.The dynamic height is computed by dividing the NAVD 88
 BJ0496.geopotential number by the normal gravity value computed on the
 BJ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0496.degrees latitude (g = 980.6199 gals.).
 BJ0496
 BJ0496.The modeled gravity was interpolated from observed gravity values.
 BJ0496
 BJ0496;                    North         East    Units  Estimated Accuracy
 BJ0496;SPC LA S     -   230,790.    1,015,750.      MT  (+/- 180 meters Scaled)
 BJ0496
 BJ0496                          SUPERSEDED SURVEY CONTROL
 BJ0496
 BJ0496  NGVD 29 (??/??/??)   21.560  (m)           70.73   (f) ADJUSTED    1 1
 BJ0496
 BJ0496.Superseded values are not recommended for survey control.
 BJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0496.See file dsdata.txt to determine how the superseded data were derived.
 BJ0496
 BJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP755847(NAD 83)
 BJ0496_MARKER: DB = BENCH MARK DISK
 BJ0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0496_SP_SET: RETAINING WALL
 BJ0496_STAMPING: J 216 1965
 BJ0496_MARK LOGO: CGS   
 BJ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0496+STABILITY: SURFACE MOTION
 BJ0496
 BJ0496  HISTORY     - Date     Condition        Report By
 BJ0496  HISTORY     - 1965     MONUMENTED       CGS
 BJ0496  HISTORY     - 1976     GOOD             NGS
 BJ0496  HISTORY     - 1987     GOOD             LA-033
 BJ0496
 BJ0496                          STATION DESCRIPTION
 BJ0496
 BJ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0496'0.4 MI S FROM BAKER.
 BJ0496'ABOUT 0.1 MILE EAST ALONG GROOM ROAD FROM THE POST OFFICE AT BAKER,
 BJ0496'THENCE 0.3 MILE SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD,
 BJ0496'ABOUT 50 YARDS EAST OF THE EAST RAIL, 36 FEET EAST OF THE CENTER LINE
 BJ0496'OF STATE HIGHWAY 19, 13 FEET EAST OF THE EAST CURB OF THE HIGHWAY, SET
 BJ0496'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A LARGE
 BJ0496'CONCRETE CULVERT WHICH HAS A RETAINING WALL EXTENDING SOUTH FROM THE
 BJ0496'HEAD WALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, IN S 25, T
 BJ0496'5 S, R 1 W.
 BJ0496
 BJ0496                          STATION RECOVERY (1976)
 BJ0496
 BJ0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0496'0.4 MILES SOUTH ALONG STATE HIGHWAY 19 (MAIN STREET) FROM THE JUNCTION
 BJ0496'OF GROOM ROAD AT BAKER, 273 FT SOUTH OF THE CENTER LINE OF COOLIDGE
 BJ0496'STREET, 25 FT EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 BJ0496'HIGHWAY, IN THE TOP CENTER OF THE EAST CONCRETE HEADWALL OF A LARGE
 BJ0496'BOX CULVERT
 BJ0496
 BJ0496                          STATION RECOVERY (1987)
 BJ0496
 BJ0496'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0496'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ0496'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0796 ***********************************************************************
 BJ0796  DESIGNATION -  J 217
 BJ0796  PID         -  BJ0796
 BJ0796  STATE/COUNTY-  LA/IBERVILLE
 BJ0796  USGS QUAD   -  MARINGOUIN (1992)
 BJ0796
 BJ0796                         *CURRENT SURVEY CONTROL
 BJ0796  ___________________________________________________________________
 BJ0796* NAD 83(1986)-  30 23 52.     (N)    091 31 32.     (W)     SCALED    
 BJ0796* NAVD 88     -         4.960  (meters)      16.27   (feet)  ADJUSTED  
 BJ0796  ___________________________________________________________________
 BJ0796  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0796  DYNAMIC HT  -           4.953 (meters)      16.25  (feet)  COMP
 BJ0796  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 BJ0796
 BJ0796  VERT ORDER  -  FIRST     CLASS I
 BJ0796
 BJ0796.The horizontal coordinates were scaled from a topographic map and have
 BJ0796.an estimated accuracy of +/- 6 seconds.
 BJ0796
 BJ0796.The orthometric height was determined by differential leveling
 BJ0796.and adjusted by the National Geodetic Survey in February 1994..
 BJ0796
 BJ0796.The geoid height was determined by GEOID03.
 BJ0796
 BJ0796.The dynamic height is computed by dividing the NAVD 88
 BJ0796.geopotential number by the normal gravity value computed on the
 BJ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0796.degrees latitude (g = 980.6199 gals.).
 BJ0796
 BJ0796.The modeled gravity was interpolated from observed gravity values.
 BJ0796
 BJ0796;                    North         East    Units  Estimated Accuracy
 BJ0796;SPC LA S     -   210,380.      981,530.      MT  (+/- 180 meters Scaled)
 BJ0796
 BJ0796                          SUPERSEDED SURVEY CONTROL
 BJ0796
 BJ0796  NGVD 29 (??/??/??)    4.977  (m)           16.33   (f) ADJUSTED    1 1
 BJ0796
 BJ0796.Superseded values are not recommended for survey control.
 BJ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0796.See file dsdata.txt to determine how the superseded data were derived.
 BJ0796
 BJ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP416637(NAD 83)
 BJ0796_MARKER: DB = BENCH MARK DISK
 BJ0796_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0796_SP_SET: 80 FEET
 BJ0796_STAMPING: J 217 1965
 BJ0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0796
 BJ0796  HISTORY     - Date     Condition        Report By
 BJ0796  HISTORY     - 1965     MONUMENTED       CGS
 BJ0796  HISTORY     - 1976     GOOD             NGS
 BJ0796  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0796
 BJ0796                          STATION DESCRIPTION
 BJ0796
 BJ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0796'1.0 MI W FROM RAMAH.
 BJ0796'ABOUT 1.0 MILE WEST ALONG A SHELL ROAD AND DOUBLE ROW OF POWER POLES
 BJ0796'FROM THE DISOTELLS GROCERY STORE AT RAMAH, 0.3 MILE WEST OF THE WEST
 BJ0796'END OF A LONG WOODEN BRIDGE, 53 FEET NORTH OF THE CENTER LINE OF SHELL
 BJ0796'ROAD WHICH USED TO BE A RAILROAD GRADE, AT THE NORTH EDGE OF A WIDE
 BJ0796'PLACE IN THE FILL, 2.0 FEET NORTH OF A CREOSOTED WITNESS POST, ABOUT
 BJ0796'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BJ0796'THAT IS DRIVEN TO A DEPTH OF 80 FEET AND IS ENCASED IN A 5-INCH CAST
 BJ0796'IRON PIPE PROJECTING 6 INCHES.
 BJ0796
 BJ0796                          STATION RECOVERY (1976)
 BJ0796
 BJ0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0796'RECOVERED IN GOOD CONDITION.
 BJ0796
 BJ0796                          STATION RECOVERY (1990)
 BJ0796
 BJ0796'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2515 ***********************************************************************
 BJ2515  DESIGNATION -  J 218
 BJ2515  PID         -  BJ2515
 BJ2515  STATE/COUNTY-  LA/ST MARTIN
 BJ2515  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2515
 BJ2515                         *CURRENT SURVEY CONTROL
 BJ2515  ___________________________________________________________________
 BJ2515* NAD 83(1986)-  30 20 46.     (N)    091 43 19.     (W)     SCALED    
 BJ2515* NAVD 88     -         8.30   (+/-2cm)      27.2    (feet)  VERTCON   
 BJ2515  ___________________________________________________________________
 BJ2515  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2515
 BJ2515  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2515
 BJ2515.The horizontal coordinates were scaled from a topographic map and have
 BJ2515.an estimated accuracy of +/- 6 seconds.
 BJ2515
 BJ2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2515.The vertical order pertains to the NGVD 29 superseded value.
 BJ2515
 BJ2515.The geoid height was determined by GEOID03.
 BJ2515
 BJ2515;                    North         East    Units  Estimated Accuracy
 BJ2515;SPC LA S     -   204,700.      962,640.      MT  (+/- 180 meters Scaled)
 BJ2515
 BJ2515                          SUPERSEDED SURVEY CONTROL
 BJ2515
 BJ2515  NGVD 29 (??/??/??)    8.302  (m)           27.24   (f) ADJUSTED    1 2
 BJ2515
 BJ2515.Superseded values are not recommended for survey control.
 BJ2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2515.See file dsdata.txt to determine how the superseded data were derived.
 BJ2515
 BJ2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP228578(NAD 83)
 BJ2515_MARKER: DB = BENCH MARK DISK
 BJ2515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2515_SP_SET: FOOTING
 BJ2515_STAMPING: J 218 1965
 BJ2515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2515
 BJ2515  HISTORY     - Date     Condition        Report By
 BJ2515  HISTORY     - 1965     MONUMENTED       CGS
 BJ2515  HISTORY     - 1972     GOOD             LADTD
 BJ2515
 BJ2515                          STATION DESCRIPTION
 BJ2515
 BJ2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2515'6.1 MI N FROM BUTTE LA ROSE.
 BJ2515'ABOUT 6.1 MILES NORTH ALONG A DIRT ROAD AND LEVEE FROM THE BOAT
 BJ2515'LANDING AT BUTTE LA ROSE, IN S23, T8S, R7E, AT A HIGH VOLTAGE STEEL
 BJ2515'POWER LINE TOWER WITH LINE CROSSING OVER THE ATCHAFALAYA RIVER, 225
 BJ2515'FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 192 FEET EAST OF THE
 BJ2515'CENTER LINE AND TOP OF A LEVEE, 63 FEET WEST OF THE WEST EDGE OF RIVER
 BJ2515'BANK, ABOUT 3 INCHES ABOVE THE GROUND, AND IS SET IN THE TOP OF THE
 BJ2515'SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE FOOTING OF THE TOWER.
 BJ2515'NOTE-- RIVER CROSSING EAST OF THIS MARK.
 BJ2515
 BJ2515                          STATION RECOVERY (1972)
 BJ2515
 BJ2515'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 BJ2515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0481 ***********************************************************************
 BJ0481  DESIGNATION -  J 219
 BJ0481  PID         -  BJ0481
 BJ0481  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0481  USGS QUAD   -  ZACHARY (1980)
 BJ0481
 BJ0481                         *CURRENT SURVEY CONTROL
 BJ0481  ___________________________________________________________________
 BJ0481* NAD 83(1986)-  30 39 34.     (N)    091 09 15.     (W)     SCALED    
 BJ0481* NAVD 88     -        30.237  (meters)      99.20   (feet)  ADJUSTED  
 BJ0481  ___________________________________________________________________
 BJ0481  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0481  DYNAMIC HT  -          30.198 (meters)      99.07  (feet)  COMP
 BJ0481  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0481
 BJ0481  VERT ORDER  -  FIRST     CLASS I
 BJ0481
 BJ0481.The horizontal coordinates were scaled from a topographic map and have
 BJ0481.an estimated accuracy of +/- 6 seconds.
 BJ0481
 BJ0481.The orthometric height was determined by differential leveling
 BJ0481.and adjusted by the National Geodetic Survey in February 1994..
 BJ0481
 BJ0481.The geoid height was determined by GEOID03.
 BJ0481
 BJ0481.The dynamic height is computed by dividing the NAVD 88
 BJ0481.geopotential number by the normal gravity value computed on the
 BJ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0481.degrees latitude (g = 980.6199 gals.).
 BJ0481
 BJ0481.The modeled gravity was interpolated from observed gravity values.
 BJ0481
 BJ0481;                    North         East    Units  Estimated Accuracy
 BJ0481;SPC LA S     -   239,380.    1,017,170.      MT  (+/- 180 meters Scaled)
 BJ0481
 BJ0481                          SUPERSEDED SURVEY CONTROL
 BJ0481
 BJ0481  NGVD 29 (??/??/??)   30.237  (m)           99.20   (f) ADJUSTED    1 1
 BJ0481
 BJ0481.Superseded values are not recommended for survey control.
 BJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0481.See file dsdata.txt to determine how the superseded data were derived.
 BJ0481
 BJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP768933(NAD 83)
 BJ0481_MARKER: DB = BENCH MARK DISK
 BJ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0481_SP_SET: CONCRETE POST
 BJ0481_STAMPING: J 219 1965
 BJ0481_MARK LOGO: CGS   
 BJ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0481+STABILITY: SURFACE MOTION
 BJ0481
 BJ0481  HISTORY     - Date     Condition        Report By
 BJ0481  HISTORY     - 1965     MONUMENTED       CGS
 BJ0481  HISTORY     - 1976     GOOD             NGS
 BJ0481  HISTORY     - 1983     GOOD             LADTD
 BJ0481  HISTORY     - 1987     GOOD             LA-033
 BJ0481
 BJ0481                          STATION DESCRIPTION
 BJ0481
 BJ0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0481'0.75 MI N FROM ZACHARY.
 BJ0481'ABOUT 0.75 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD AND STATE
 BJ0481'HIGHWAY 1209 FROM THE RAILROAD STATION AT ZACHARY, IN S 52, T 4 S, R 1
 BJ0481'E, 116 FEET EAST OF THE EAST RAIL OF THE TRACK, 52 FEET EAST OF THE
 BJ0481'CENTER LINE OF THE HIGHWAY, 24 1/2 FEET NORTH OF THE CENTER LINE OF A
 BJ0481'DIRT STREET, 19 FEET EAST OF A PIPE FENCE CORNER IN A WIRE MESH FENCE,
 BJ0481'9 1/2 FEET EAST OF POWER POLE NUMBER 332-247, 1 1/2 FEET SOUTH OF THE
 BJ0481'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BJ0481'POST FLUSH WITH THE GROUND.
 BJ0481
 BJ0481                          STATION RECOVERY (1976)
 BJ0481
 BJ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0481'0.75 MILE NORTH ALONG STATE HIGHWAY 1209 (EAST CENTRAL AVE)
 BJ0481'FROM THE JUNCTION OF STATE HIGHWAY 64, AT THE JUNCTION OF
 BJ0481'AVENUE E, 52 FT EAST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0481'23 FT NORTH OF THE CENTER LINE OF THE AVENUE, 19 FT EAST OF
 BJ0481'A FENCE CORNER, 10.5 FT EAST OF POWER LINE POLE 332-247 WITH
 BJ0481'GUY WIRE, 2.0 FT SOUTH OF A MESH WIRE FENCE.
 BJ0481
 BJ0481                          STATION RECOVERY (1983)
 BJ0481
 BJ0481'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0481'RECOVERED IN GOOD CONDITION.
 BJ0481
 BJ0481                          STATION RECOVERY (1987)
 BJ0481
 BJ0481'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0481'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ0481'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0958 ***********************************************************************
 BJ0958  DESIGNATION -  J 22
 BJ0958  PID         -  BJ0958
 BJ0958  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0958  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0958
 BJ0958                         *CURRENT SURVEY CONTROL
 BJ0958  ___________________________________________________________________
 BJ0958* NAD 83(1986)-  30 27 59.     (N)    091 11 21.     (W)     SCALED    
 BJ0958* NAVD 88     -        15.552  (meters)      51.02   (feet)  ADJUSTED  
 BJ0958  ___________________________________________________________________
 BJ0958  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0958  DYNAMIC HT  -          15.532 (meters)      50.96  (feet)  COMP
 BJ0958  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BJ0958
 BJ0958  VERT ORDER  -  FIRST     CLASS I
 BJ0958
 BJ0958.The horizontal coordinates were scaled from a topographic map and have
 BJ0958.an estimated accuracy of +/- 6 seconds.
 BJ0958
 BJ0958.The orthometric height was determined by differential leveling
 BJ0958.and adjusted by the National Geodetic Survey in February 1994..
 BJ0958
 BJ0958.The geoid height was determined by GEOID03.
 BJ0958
 BJ0958.The dynamic height is computed by dividing the NAVD 88
 BJ0958.geopotential number by the normal gravity value computed on the
 BJ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0958.degrees latitude (g = 980.6199 gals.).
 BJ0958
 BJ0958.The modeled gravity was interpolated from observed gravity values.
 BJ0958
 BJ0958;                    North         East    Units  Estimated Accuracy
 BJ0958;SPC LA S     -   217,970.    1,013,840.      MT  (+/- 180 meters Scaled)
 BJ0958
 BJ0958                          SUPERSEDED SURVEY CONTROL
 BJ0958
 BJ0958  NGVD 29 (??/??/??)   15.550  (m)           51.02   (f) ADJUSTED    1 1
 BJ0958
 BJ0958.Superseded values are not recommended for survey control.
 BJ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0958.See file dsdata.txt to determine how the superseded data were derived.
 BJ0958
 BJ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP738718(NAD 83)
 BJ0958_MARKER: DB = BENCH MARK DISK
 BJ0958_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0958_SP_SET: FOUNDATION
 BJ0958_STAMPING: J 22 1934
 BJ0958_MARK LOGO: CGS   
 BJ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0958+STABILITY: SURFACE MOTION
 BJ0958
 BJ0958  HISTORY     - Date     Condition        Report By
 BJ0958  HISTORY     - 1934     MONUMENTED       CGS
 BJ0958  HISTORY     - 1965     GOOD             CGS
 BJ0958  HISTORY     - 1976     GOOD             NGS
 BJ0958  HISTORY     - 1986     GOOD             NGS
 BJ0958  HISTORY     - 1986     GOOD             NGS
 BJ0958
 BJ0958                          STATION DESCRIPTION
 BJ0958
 BJ0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0958'1.3 MI S FROM NORTH BATON ROUGE.
 BJ0958'ABOUT 1.3 MILES SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0958'FROM THE STATION AT NORTH BATON ROUGE, ABOUT ON LINE BETWEEN
 BJ0958'FRACTIONAL SECTIONS 37 AND 38, T 7 S, R 1 W, ABOUT 110 YARDS SOUTH OF
 BJ0958'A MILEPOST MARKER BEARING THE LETTERS BR O, 75 1/2 FEET WEST OF THE
 BJ0958'NORTHWEST CORNER OF A COMMUNITY COFFEE COMPANY WAREHOUSE, 7 FEET WEST
 BJ0958'OF THE WEST RAIL OF THE MAIN TRACK, SET IN THE TOP AND NEAR THE NORTH
 BJ0958'END OF THE CONCRETE FOUNDATION OF AN ABANDONED COAL CHUTE, 6.8 FEET
 BJ0958'SOUTH OF THE NORTH END OF THE FOUNDATION, AND ABOUT 1 1/2 FEET ABOVE
 BJ0958'THE LEVEL OF THE GROUND.
 BJ0958
 BJ0958                          STATION RECOVERY (1976)
 BJ0958
 BJ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0958'1.2 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE WEST END
 BJ0958'OF FLORIDA BOULEVARD, 110 YARDS SOUTH AND ACROSS TRACKS FROM MILEPOST
 BJ0958'BR 0, 75 FT. WEST AND ACROSS TRACKS FROM THE NORTHWEST CORNER OF THE
 BJ0958'COMMUNITY COFFEE COMPANY WAREHOUSE, 7 FT. WEST OF WEST RAIL OF MAIN
 BJ0958'TRACK, SET IN TOP AND NEAR THE NORTH END OF THE CONCRETE FOUNDATION
 BJ0958'BETWEEN TRACKS FOR AN ABANDONED COAL CHUTE, 6.8 FT. SOUTH OF THE NORTH
 BJ0958'END OF THE FOUNDATION.
 BJ0958
 BJ0958                          STATION RECOVERY (1986)
 BJ0958
 BJ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0958'RECOVERED IN GOOD CONDITION.
 BJ0958
 BJ0958                          STATION RECOVERY (1986)
 BJ0958
 BJ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1451 ***********************************************************************
 AU1451  DESIGNATION -  J 222 RESET 1973
 AU1451  PID         -  AU1451
 AU1451  STATE/COUNTY-  LA/TERREBONNE
 AU1451  USGS QUAD   -  BOURG (1974)
 AU1451
 AU1451                         *CURRENT SURVEY CONTROL
 AU1451  ___________________________________________________________________
 AU1451* NAD 83(1992)-  29 32 50.71641(N)    090 35 13.75056(W)     ADJUSTED  
 AU1451* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AU1451  **This station is located in a subsidence area (see below).
 AU1451  ___________________________________________________________________
 AU1451  X           -     -56,906.286 (meters)                     COMP
 AU1451  Y           -  -5,552,856.329 (meters)                     COMP
 AU1451  Z           -   3,126,816.820 (meters)                     COMP
 AU1451  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU1451  ELLIP HEIGHT-         -23.85  (meters)          (02/21/02) GPS OBS
 AU1451  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AU1451
 AU1451  HORZ ORDER  -  FIRST
 AU1451  VERT ORDER  -  THIRD (See Below)
 AU1451  ELLP ORDER  -  FIFTH     CLASS I
 AU1451
 AU1451.The horizontal coordinates were established by GPS observations
 AU1451.and adjusted by the National Geodetic Survey in December 1998..
 AU1451
 AU1451 ** The orthometric height has not been validated since last determined
 AU1451 ** by differential leveling and should not be used for control purposes.
 AU1451 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1451 ** area with valid NAVD 88 orthometric heights.
 AU1451 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1451 ** epoch indicated which incorporates improved geoid heights for the
 AU1451 ** Southern Louisiana Subsidence area.
 AU1451 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1451.The orthometric height was determined by GPS observations and a
 AU1451.high-resolution geoid model.
 AU1451.The vertical order pertains to the NGVD 29 superseded value.
 AU1451
 AU1451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1451
 AU1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1451
 AU1451.The ellipsoidal height was determined by GPS observations
 AU1451.and is referenced to NAD 83.
 AU1451
 AU1451.The geoid height was determined by GEOID03.
 AU1451
 AU1451;                    North         East     Units Scale Factor Converg.
 AU1451;SPC LA S     -   116,337.333 1,072,316.976   MT  0.99995685   +0 22 23.2
 AU1451;SPC LA S     -   381,683.40  3,518,093.28   sFT  0.99995685   +0 22 23.2
 AU1451;UTM  15      - 3,271,066.269   733,797.946   MT  1.00027451   +1 11 25.5
 AU1451
 AU1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1451!SPC LA S     -   1.00000375  x   0.99995685  =   0.99996060
 AU1451!UTM  15      -   1.00000375  x   1.00027451  =   1.00027826
 AU1451
 AU1451                          SUPERSEDED SURVEY CONTROL
 AU1451
 AU1451  ELLIP H (12/17/98)  -23.80   (m)                       GP(       ) 4 2
 AU1451  NGVD 29 (??/??/??)    1.44   (m)            4.7    (f) RESET       3  
 AU1451
 AU1451.Superseded values are not recommended for survey control.
 AU1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1451.See file dsdata.txt to determine how the superseded data were derived.
 AU1451
 AU1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3379871066(NAD 83)
 AU1451_MARKER: DB = BENCH MARK DISK
 AU1451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AU1451_SP_SET: SET IN A LIGHT STRUCTURE
 AU1451_STAMPING: J 222 RESET 1973
 AU1451_MARK LOGO: NGS   
 AU1451_PROJECTION: FLUSH
 AU1451_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1451+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1451
 AU1451  HISTORY     - Date     Condition        Report By
 AU1451  HISTORY     - 1973     MONUMENTED       NGS
 AU1451  HISTORY     - 19950103 GOOD             MPHI
 AU1451
 AU1451                          STATION DESCRIPTION
 AU1451
 AU1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AU1451'9.95 MI E FROM HOUMA.
 AU1451'LOCATED 9.95 MILES EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE IN
 AU1451'HOUMA, AT THE JUNCTION OF STATE HIGHWAY 24 AND 55, ABOUT 1.25 MILES
 AU1451'EAST OF THE COMPANY CANAL IN BOURG.  IT IS 16.5 FEET SOUTHWEST OF THE
 AU1451'CENTERLINE OF STATE HIGHWAYS 24 AND 55 AND 61 FEET NORTHWEST OF THE
 AU1451'PROJECTED CENTERLINE OF STATE HIGHWAY 24 LEADING NORTH.  IT IS A BENCH
 AU1451'MARK DISK STAMPED J 222 RESET 1973 SET IN A DRILL HOLE IN THE
 AU1451'SOUTHEAST END OF A DOUBLE BOX CULVERT UNDER THE HIGHWAY.
 AU1451
 AU1451                          STATION RECOVERY (1995)
 AU1451
 AU1451'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1451'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1747 ***********************************************************************
 CP1747  DESIGNATION -  J 23 1 BOLT
 CP1747  PID         -  CP1747
 CP1747  STATE/COUNTY-  LA/RICHLAND
 CP1747  USGS QUAD   -  BEE BAYOU (1987)
 CP1747
 CP1747                         *CURRENT SURVEY CONTROL
 CP1747  ___________________________________________________________________
 CP1747* NAD 83(1986)-  32 28 20.     (N)    091 41 45.     (W)     SCALED    
 CP1747* NAVD 88     -        24.576  (meters)      80.63   (feet)  ADJUSTED  
 CP1747  ___________________________________________________________________
 CP1747  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP1747  DYNAMIC HT  -          24.548 (meters)      80.54  (feet)  COMP
 CP1747  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 CP1747
 CP1747  VERT ORDER  -  FIRST     CLASS I
 CP1747
 CP1747.The horizontal coordinates were scaled from a topographic map and have
 CP1747.an estimated accuracy of +/- 6 seconds.
 CP1747
 CP1747.The orthometric height was determined by differential leveling
 CP1747.and adjusted by the National Geodetic Survey in June 1991..
 CP1747
 CP1747.The geoid height was determined by GEOID03.
 CP1747
 CP1747.The dynamic height is computed by dividing the NAVD 88
 CP1747.geopotential number by the normal gravity value computed on the
 CP1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1747.degrees latitude (g = 980.6199 gals.).
 CP1747
 CP1747.The modeled gravity was interpolated from observed gravity values.
 CP1747
 CP1747;                    North         East    Units  Estimated Accuracy
 CP1747;SPC LA N     -   218,960.    1,075,590.      MT  (+/- 180 meters Scaled)
 CP1747
 CP1747                          SUPERSEDED SURVEY CONTROL
 CP1747
 CP1747  NGVD 29 (??/??/??)   24.603  (m)           80.72   (f) ADJUSTED    1 1
 CP1747
 CP1747.Superseded values are not recommended for survey control.
 CP1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1747.See file dsdata.txt to determine how the superseded data were derived.
 CP1747
 CP1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR225935(NAD 83)
 CP1747_MARKER: B = BOLT
 CP1747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1747_SP_SET: CONCRETE SLAB
 CP1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1747
 CP1747  HISTORY     - Date     Condition        Report By
 CP1747  HISTORY     - UNK      MONUMENTED       DOD
 CP1747  HISTORY     - 1974     GOOD             NGS
 CP1747
 CP1747                          STATION DESCRIPTION
 CP1747
 CP1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP1747'3.7 MI E FROM RAYVILLE.
 CP1747'ABOUT 3.7 MILES EAST ALONG THE ILLINOIS RAILROAD FROM THE COURTHOUSE
 CP1747'AT RAYVILLE, IN SECTION 12, T 17, R 7E, AT THE SMALL COMMUNITY OF BEE
 CP1747'BAYOU, 5 1/2 POLES WEST OF MILEPOST 47, 88 FEET SOUTHWEST OF THE
 CP1747'CENTER OF THE ROAD CROSSING, 81 FEET SOUTH OF THE SOUTH RAIL OF THE
 CP1747'TRACKS, 35 FEET WEST OF THE CENTER OF THE BLACK TOP ROAD, 12 FEET
 CP1747'SOUTHEAST OF A FENCE CORNER, 12 FEET SOUTHEAST OF PBM J 23 1 (USE)
 CP1747'RESET 1974 AND 71.62 FEET NORTHEAST OF TRIANGULATION STATION BEE BAYOU
 CP1747'1970.  THE MARK IS A COPPER BOLT SET IN A SLAB OF CONCRETE WHICH IS
 CP1747'ABOUT 3.5 FEET BELOW THE SURFACE OF THE GROUND.  NOTE-- THE LOWER
 CP1747'PORTION OF THE 3-INCH IRON PIPE IS STILL IN THE GROUND OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2988 ***********************************************************************
 CP2988  DESIGNATION -  J 23 1 RESET
 CP2988  PID         -  CP2988
 CP2988  STATE/COUNTY-  LA/RICHLAND
 CP2988  USGS QUAD   -  BEE BAYOU (1987)
 CP2988
 CP2988                         *CURRENT SURVEY CONTROL
 CP2988  ___________________________________________________________________
 CP2988* NAD 83(1992)-  32 28 20.84533(N)    091 41 46.84994(W)     ADJUSTED  
 CP2988* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 CP2988  ___________________________________________________________________
 CP2988  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CP2988  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP2988
 CP2988  HORZ ORDER  -  SECOND
 CP2988
 CP2988.The horizontal coordinates were established by classical geodetic methods
 CP2988.and adjusted by the National Geodetic Survey in May 1994..
 CP2988
 CP2988.The orthometric height was scaled from a topographic map.
 CP2988
 CP2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2988
 CP2988.The geoid height was determined by GEOID03.
 CP2988
 CP2988;                    North         East     Units Scale Factor Converg.
 CP2988;SPC LA N     -   218,980.234 1,075,544.094   MT  0.99996148   +0 25 29.6
 CP2988;SPC LA N     -   718,437.65  3,528,680.92   sFT  0.99996148   +0 25 29.6
 CP2988;UTM  15      - 3,593,554.292   622,505.884   MT  0.99978506   +0 42 00.0
 CP2988
 CP2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2988!SPC LA N     -   1.00000002  x   0.99996148  =   0.99996150
 CP2988!UTM  15      -   1.00000002  x   0.99978506  =   0.99978508
 CP2988
 CP2988                          SUPERSEDED SURVEY CONTROL
 CP2988
 CP2988  NAD 83(1992)-  32 28 20.84583(N)    091 41 46.84987(W) AD(       ) 2
 CP2988  NAD 83(1986)-  32 28 20.85734(N)    091 41 46.84294(W) AD(       ) 2
 CP2988  NAD 27      -  32 28 20.34710(N)    091 41 46.39830(W) AD(       ) 2
 CP2988
 CP2988.Superseded values are not recommended for survey control.
 CP2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2988.See file dsdata.txt to determine how the superseded data were derived.
 CP2988
 CP2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2250693554(NAD 83)
 CP2988_MARKER: I = METAL ROD
 CP2988_SETTING: 0 = UNSPECIFIED SETTING
 CP2988
 CP2988  HISTORY     - Date     Condition        Report By
 CP2988  HISTORY     - 1970     MONUMENTED       NGS
 CP2988
 CP2988                          STATION DESCRIPTION
 CP2988
 CP2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2988'THE STATION IS LOCATED 3.7 MILES EAST OF RAYVILLE, 12.0 MILES
 CP2988'WEST OF DELHI, AND 11.5 MILES SOUTH-SOUTHEAST OF OAK RIDGE, ON THE
 CP2988'SOUTH SIDE OF U.S. HIGHWAY 80 AND THE RAILROAD, IN THE NE 1/4
 CP2988'SEC. 12, T 17 N, R 7 E, ON PROPERTY OWNED BY MISS MARY WELLS
 CP2988'FERGUSON WHO LIVES AT 408 JULIUS STREET, RAYVILLE.  HER TELEPHONE
 CP2988'NUMBER IS 728-2000.
 CP2988'
 CP2988'TO REACH FROM THE INTERSECTION OF INTERSTATE 20 AND U.S. HIGHWAY
 CP2988'BYPASS 165 AT THE SOUTHEAST EDGE OF MONROE, GO EAST ON INTERSTATE
 CP2988'20 FOR 22.6 MILES TO THE INTERSECTION WITH STATE HIGHWAY 583.  THEN
 CP2988'GO NORTH ON STATE HIGHWAY 583 FOR 1.25 MILES TO THE STATION ON THE
 CP2988'LEFT AS DESCRIBED.
 CP2988'
 CP2988'(J-23-1 (USE) RESET 1974 IS 72.37 FEET NORTHEAST OF A FENCE
 CP2988'CORNER, 2 FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A FENCE
 CP2988'LINE, 73 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, 43 FEET
 CP2988'WEST OF THE CENTER OF STATE HIGHWAY 583 AND 3 FEET SOUTHWEST OF A
 CP2988'FENCE CORNER.  IT IS A SHORT ROD TYPE MARK ENCASED IN A 4-INCH
 CP2988'WHITE PLASTIC PIPE FLUSH WITH THE GROUND.  IT IS STAMPED J 23 1
 CP2988'USE RESET 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2117 ***********************************************************************
 CP2117  DESIGNATION -  J 23 2 CAP
 CP2117  PID         -  CP2117
 CP2117  STATE/COUNTY-  LA/RICHLAND
 CP2117  USGS QUAD   -  DUNN (1987)
 CP2117
 CP2117                         *CURRENT SURVEY CONTROL
 CP2117  ___________________________________________________________________
 CP2117* NAD 83(1986)-  32 29 56.     (N)    091 30 14.     (W)     SCALED    
 CP2117* NAVD 88     -        27.70   (+/-2cm)      90.9    (feet)  VERTCON   
 CP2117  ___________________________________________________________________
 CP2117  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2117
 CP2117  VERT ORDER  -  ? (See Below)
 CP2117
 CP2117.The horizontal coordinates were scaled from a topographic map and have
 CP2117.an estimated accuracy of +/- 6 seconds.
 CP2117
 CP2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2117.The vertical order pertains to the NGVD 29 superseded value.
 CP2117
 CP2117.The geoid height was determined by GEOID03.
 CP2117
 CP2117;                    North         East    Units  Estimated Accuracy
 CP2117;SPC LA N     -   222,060.    1,093,610.      MT  (+/- 180 meters Scaled)
 CP2117
 CP2117                          SUPERSEDED SURVEY CONTROL
 CP2117
 CP2117  NGVD 29 (??/??/92)   27.760  (m)           91.08   (f) ADJ UNCH    ?  
 CP2117
 CP2117.Superseded values are not recommended for survey control.
 CP2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2117.See file dsdata.txt to determine how the superseded data were derived.
 CP2117
 CP2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR405967(NAD 83)
 CP2117_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2117_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2117
 CP2117  HISTORY     - Date     Condition        Report By
 CP2117  HISTORY     - UNK      MONUMENTED       DOD
 CP2117  HISTORY     - 1934     GOOD             DOD
 CP2117
 CP2117                          STATION DESCRIPTION
 CP2117
 CP2117'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2117'3 MI N FROM DELHI.
 CP2117'BM J 23-2 IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 2 INCHES ABOVE
 CP2117'THE GROUND, LOCATED 3 MILES NORTH OF DELHI, RICHLAND PARISH, LA., AT A
 CP2117'POINT WHERE HWY. NO. 16 TURNS NORTH TO PARALLEL RY. TRACKS, 175 FEET
 CP2117'EAST OF CENTERLINE OF NO. PAC. RY. TRACKS, 100 FEET NORTHWEST OF SOUTH
 CP2117'END OF CURVE, 66 FEET WEST OF CENTERLINE OF HWY. NO. 16 AND 31 FEET
 CP2117'SOUTH WEST OF TEL. POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2115 ***********************************************************************
 CP2115  DESIGNATION -  J 23 3 BOLT
 CP2115  PID         -  CP2115
 CP2115  STATE/COUNTY-  LA/RICHLAND
 CP2115  USGS QUAD   -  DUNN (1987)
 CP2115
 CP2115                         *CURRENT SURVEY CONTROL
 CP2115  ___________________________________________________________________
 CP2115* NAD 83(1986)-  32 29 44.     (N)    091 30 04.     (W)     SCALED    
 CP2115* NAVD 88     -        26.64   (+/-2cm)      87.4    (feet)  VERTCON   
 CP2115  ___________________________________________________________________
 CP2115  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2115
 CP2115  VERT ORDER  -  ? (See Below)
 CP2115
 CP2115.The horizontal coordinates were scaled from a topographic map and have
 CP2115.an estimated accuracy of +/- 6 seconds.
 CP2115
 CP2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2115.The vertical order pertains to the NGVD 29 superseded value.
 CP2115
 CP2115.The geoid height was determined by GEOID03.
 CP2115
 CP2115;                    North         East    Units  Estimated Accuracy
 CP2115;SPC LA N     -   221,690.    1,093,870.      MT  (+/- 180 meters Scaled)
 CP2115
 CP2115                          SUPERSEDED SURVEY CONTROL
 CP2115
 CP2115  NGVD 29 (??/??/92)   26.698  (m)           87.59   (f) ADJ UNCH    ?  
 CP2115
 CP2115.Superseded values are not recommended for survey control.
 CP2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2115.See file dsdata.txt to determine how the superseded data were derived.
 CP2115
 CP2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR408963(NAD 83)
 CP2115_MARKER: B = BOLT
 CP2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2115_SP_SET: STONE
 CP2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2115+STABILITY: SURFACE MOTION
 CP2115
 CP2115  HISTORY     - Date     Condition        Report By
 CP2115  HISTORY     - UNK      MONUMENTED       DOD
 CP2115  HISTORY     - 1934     GOOD             DOD
 CP2115
 CP2115                          STATION DESCRIPTION
 CP2115
 CP2115'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2115'2.5 MI N FROM DELHI.
 CP2115'B.M. J-23-3 IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 8 INCHES
 CP2115'ABOVE THE GROUND.  LOCATED APPROXIMATELY 2 1/2 MILES NORTH OF DELHI,
 CP2115'RICHLAND PARISH, LA., IN NORTHWEST CORNER OF PASTURE OWNED BY CARRIE
 CP2115'WILSON, 34 FEET EAST OF CENTERLINE OF HWY. NO. 16, AND 6 FEET INSIDE
 CP2115'OF EACH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2114 ***********************************************************************
 CP2114  DESIGNATION -  J 23 3 CAP
 CP2114  PID         -  CP2114
 CP2114  STATE/COUNTY-  LA/RICHLAND
 CP2114  USGS QUAD   -  DUNN (1987)
 CP2114
 CP2114                         *CURRENT SURVEY CONTROL
 CP2114  ___________________________________________________________________
 CP2114* NAD 83(1986)-  32 29 44.     (N)    091 30 04.     (W)     SCALED    
 CP2114* NAVD 88     -        27.86   (+/-2cm)      91.4    (feet)  VERTCON   
 CP2114  ___________________________________________________________________
 CP2114  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2114
 CP2114  VERT ORDER  -  ? (See Below)
 CP2114
 CP2114.The horizontal coordinates were scaled from a topographic map and have
 CP2114.an estimated accuracy of +/- 6 seconds.
 CP2114
 CP2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2114.The vertical order pertains to the NGVD 29 superseded value.
 CP2114
 CP2114.The geoid height was determined by GEOID03.
 CP2114
 CP2114;                    North         East    Units  Estimated Accuracy
 CP2114;SPC LA N     -   221,690.    1,093,870.      MT  (+/- 180 meters Scaled)
 CP2114
 CP2114                          SUPERSEDED SURVEY CONTROL
 CP2114
 CP2114  NGVD 29 (??/??/92)   27.921  (m)           91.60   (f) ADJ UNCH    ?  
 CP2114
 CP2114.Superseded values are not recommended for survey control.
 CP2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2114.See file dsdata.txt to determine how the superseded data were derived.
 CP2114
 CP2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR408963(NAD 83)
 CP2114_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2114
 CP2114  HISTORY     - Date     Condition        Report By
 CP2114  HISTORY     - UNK      MONUMENTED       DOD
 CP2114  HISTORY     - 1934     GOOD             DOD
 CP2114
 CP2114                          STATION DESCRIPTION
 CP2114
 CP2114'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2114'DELHI.
 CP2114'B.M. J-23-3 IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 8 INCHES
 CP2114'ABOVE THE GROUND.  LOCATED APPROXIMATELY 2 1/2 MILES NORTH OF DELHI,
 CP2114'RICHLAND PARISH, LA., IN NORTHWEST CORNER OF PASTURE OWNED BY CARRIE
 CP2114'WILSON, 34 FEET EAST OF CENTERLINE OF HWY. NO. 16, AND 6 FEET INSIDE
 CP2114'OF EACH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1735 ***********************************************************************
 CP1735  DESIGNATION -  J 23 4 CAP
 CP1735  PID         -  CP1735
 CP1735  STATE/COUNTY-  LA/RICHLAND
 CP1735  USGS QUAD   -  DUNN (1987)
 CP1735
 CP1735                         *CURRENT SURVEY CONTROL
 CP1735  ___________________________________________________________________
 CP1735* NAD 83(1992)-  32 28 05.02181(N)    091 37 25.76068(W)     ADJUSTED  
 CP1735* NAVD 88     -        27.054  (meters)      88.76   (feet)  ADJUSTED  
 CP1735  ___________________________________________________________________
 CP1735  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CP1735  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP1735  DYNAMIC HT  -          27.023 (meters)      88.66  (feet)  COMP
 CP1735  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CP1735
 CP1735  HORZ ORDER  -  SECOND
 CP1735  VERT ORDER  -  FIRST     CLASS I
 CP1735
 CP1735.The horizontal coordinates were established by classical geodetic methods
 CP1735.and adjusted by the National Geodetic Survey in May 1994..
 CP1735
 CP1735.The orthometric height was determined by differential leveling
 CP1735.and adjusted by the National Geodetic Survey in June 1991..
 CP1735.WARNING-Repeat measurements at this control monument indicate possible
 CP1735.vertical movement.
 CP1735
 CP1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1735
 CP1735.The geoid height was determined by GEOID03.
 CP1735
 CP1735.The dynamic height is computed by dividing the NAVD 88
 CP1735.geopotential number by the normal gravity value computed on the
 CP1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1735.degrees latitude (g = 980.6199 gals.).
 CP1735
 CP1735.The modeled gravity was interpolated from observed gravity values.
 CP1735
 CP1735;                    North         East     Units Scale Factor Converg.
 CP1735;SPC LA N     -   218,545.676 1,082,365.289   MT  0.99996074   +0 27 47.6
 CP1735;SPC LA N     -   717,011.94  3,551,060.12   sFT  0.99996074   +0 27 47.6
 CP1735;UTM  15      - 3,593,152.589   629,327.959   MT  0.99980625   +0 44 20.0
 CP1735
 CP1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1735!SPC LA N     -   0.99999986  x   0.99996074  =   0.99996060
 CP1735!UTM  15      -   0.99999986  x   0.99980625  =   0.99980611
 CP1735
 CP1735                          SUPERSEDED SURVEY CONTROL
 CP1735
 CP1735  NAD 83(1992)-  32 28 05.02304(N)    091 37 25.76049(W) AD(       ) 2
 CP1735  NAD 83(1986)-  32 28 05.03387(N)    091 37 25.75385(W) AD(       ) 2
 CP1735  NAD 27      -  32 28 04.52406(N)    091 37 25.31584(W) AD(       ) 2
 CP1735  NGVD 29 (??/??/??)   27.091  (m)           88.88   (f) ADJUSTED    1 1
 CP1735
 CP1735.Superseded values are not recommended for survey control.
 CP1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1735.See file dsdata.txt to determine how the superseded data were derived.
 CP1735
 CP1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2932893153(NAD 83)
 CP1735_MARKER: DB = BENCH MARK DISK
 CP1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1735_SP_SET: CONCRETE POST
 CP1735_STAMPING: CAP J 23-4 1930 89
 CP1735_MARK LOGO: USE   
 CP1735_PROJECTION: PROJECTING 5 CENTIMETERS
 CP1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1735+STABILITY: SURFACE MOTION
 CP1735
 CP1735  HISTORY     - Date     Condition        Report By
 CP1735  HISTORY     - 1931     MONUMENTED       USE
 CP1735  HISTORY     - 1966     GOOD             NGS
 CP1735  HISTORY     - 1968     GOOD             NGS
 CP1735  HISTORY     - 1985     GOOD             LADTD
 CP1735
 CP1735                          STATION DESCRIPTION
 CP1735
 CP1735'DESCRIBED BY US ENGINEERS 1931 (PAS)
 CP1735'STATION IS IN HOLLY RIDGE, N OF U.S. HIGHWAY 80 AND THE ILLINOIS
 CP1735'CENTRAL RAILROAD TRACKS, ON PROPERTY OF MR. COCHRAN, 272
 CP1735'FEET N OF CENTER LINE OF ROUTE 80, 144.6 FEET NE OF FIRE PLUG, 10
 CP1735'FEET E OF FRONT STEPS OF THE COCHRAN RESIDENCE, 8 FEET W OF
 CP1735'SE CORNER OF HOUSE AND 3-1/2 FEET S OF PORCH.  IT IS MARKED BY
 CP1735'A 3 1/2-INCH IRON PIPE WITH BRASS CAP STAMPED U.S. ENGINEER
 CP1735'DEPT.  THE TOP OF THE CAP IS 3 INCHES ABOVE GROUND.
 CP1735
 CP1735                          STATION RECOVERY (1966)
 CP1735
 CP1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CP1735'7.7 MI W FROM DELHI.
 CP1735'7.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1735'DELHI, IN SECTION 11, T 17 N, R 8 E, AT THE SMALL COMMUNITY OF HOLLY
 CP1735'RIDGE, ON PROPERTY BELONGING TO FRANKLIN AND SON, INC., 370 FEET NORTH
 CP1735'OF THE NORTH RAIL OF THE MAIN TRACK, 272 FEET NORTH OF THE CENTER LINE
 CP1735'OF U.S. HIGHWAY 80, 200 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CP1735'POST OFFICE, 147 FEET NORTH OF A FIRE HYDRANT, 134 FEET NORTH OF THE
 CP1735'NORTHWEST CORNER OF AN OFFICE BUILDING, 13 FEET SOUTH OF THE SOUTH
 CP1735'FACE OF AN ABANDONED TWO-STORY HOUSE, 0.5 FOOT SOUTH OF A METAL
 CP1735'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A BRASS CAP ON THE TOP OF
 CP1735'A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE GROUND. NOTE--
 CP1735'THIS BENCH MARK CAN ALSO BE REACHED BY GOING 7.95 MILES EAST ALONG THE
 CP1735'ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE AT RAYVILLE.
 CP1735
 CP1735                          STATION RECOVERY (1968)
 CP1735
 CP1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1735'RECOVERED IN GOOD CONDITION.
 CP1735
 CP1735                          STATION RECOVERY (1985)
 CP1735
 CP1735'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP1735'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT HOLLY
 CP1735'RIDGE IN THE PROPERTY OF FRANKLIN AND SON, INC., ABOUT 0.16 KM (0.1
 CP1735'MI) EAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S. HIGHWAY 80
 CP1735'AND STATE HIGHWAY 183 TO THE BENCH MARK ON THE NORTH SIDE OF THE
 CP1735'HIGHWAY, 83.5 METERS (274 FEET) NORTH OF THE CENTERLINE OF U.S.
 CP1735'HIGHWAY 80, 44.8 METERS (147 FEET) NORTH OF A FIRE HYDRANT, 40.8
 CP1735'METERS (134 FEET) NORTH OF THE NORTHWEST CORNER OF AN OLD OFFICE
 CP1735'BUILDING AND 3.9 METERS (13 FEET) SOUTH OF THE SOUTH FACE OF AN OLD
 CP1735'ABANDONED TWO STORY HOUSE.
 CP1735'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 CP1735'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1954 ***********************************************************************
 CP1954  DESIGNATION -  J 23 5 A BOLT
 CP1954  PID         -  CP1954
 CP1954  STATE/COUNTY-  LA/FRANKLIN
 CP1954  USGS QUAD   -  LAMAR (1987)
 CP1954
 CP1954                         *CURRENT SURVEY CONTROL
 CP1954  ___________________________________________________________________
 CP1954* NAD 83(1986)-  32 17 11.     (N)    091 33 10.     (W)     SCALED    
 CP1954* NAVD 88     -        26.76   (+/-2cm)      87.8    (feet)  VERTCON   
 CP1954  ___________________________________________________________________
 CP1954  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1954
 CP1954  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1954
 CP1954.The horizontal coordinates were scaled from a topographic map and have
 CP1954.an estimated accuracy of +/- 6 seconds.
 CP1954
 CP1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1954.The vertical order pertains to the NGVD 29 superseded value.
 CP1954
 CP1954.The geoid height was determined by GEOID03.
 CP1954
 CP1954;                    North         East    Units  Estimated Accuracy
 CP1954;SPC LA N     -   198,460.    1,089,220.      MT  (+/- 180 meters Scaled)
 CP1954
 CP1954                          SUPERSEDED SURVEY CONTROL
 CP1954
 CP1954  NGVD 29 (??/??/92)   26.775  (m)           87.84   (f) ADJ UNCH    1 2
 CP1954
 CP1954.Superseded values are not recommended for survey control.
 CP1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1954.See file dsdata.txt to determine how the superseded data were derived.
 CP1954
 CP1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR362731(NAD 83)
 CP1954_MARKER: B = BOLT
 CP1954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1954_SP_SET: SLAB
 CP1954_STAMPING: BM. J. 23. 5. A
 CP1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1954
 CP1954  HISTORY     - Date     Condition        Report By
 CP1954  HISTORY     - UNK      MONUMENTED       DOD
 CP1954  HISTORY     - 1966     GOOD             NGS
 CP1954
 CP1954                          STATION DESCRIPTION
 CP1954
 CP1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1954'4.0 MI NE FROM CROWVILLE.
 CP1954'ABOUT 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1954'AT CROWVILLE, IN SECTION 16, T 15 N, R 9 E, ON PROPERTY WHICH BELONGS
 CP1954'TO MR. C.E. DUNDEN, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CP1954'HIGHWAY, 121 FEET NORTHWEST OF THE WEST CORNER OF AN OLD HOUSE, 49
 CP1954'FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 29 FEET
 CP1954'SOUTHEAST OF A 6-INCH PECAN TREE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 CP1954'THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 CP1954'FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 CP1954'PIPE BEARING A BRASS CAP AND PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1953 ***********************************************************************
 CP1953  DESIGNATION -  J 23 5 A CAP
 CP1953  PID         -  CP1953
 CP1953  STATE/COUNTY-  LA/FRANKLIN
 CP1953  USGS QUAD   -  LAMAR (1987)
 CP1953
 CP1953                         *CURRENT SURVEY CONTROL
 CP1953  ___________________________________________________________________
 CP1953* NAD 83(1986)-  32 17 12.     (N)    091 33 10.     (W)     SCALED    
 CP1953* NAVD 88     -        28.00   (+/-2cm)      91.9    (feet)  VERTCON   
 CP1953  ___________________________________________________________________
 CP1953  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1953
 CP1953  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1953
 CP1953.The horizontal coordinates were scaled from a topographic map and have
 CP1953.an estimated accuracy of +/- 6 seconds.
 CP1953
 CP1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1953.The vertical order pertains to the NGVD 29 superseded value.
 CP1953
 CP1953.The geoid height was determined by GEOID03.
 CP1953
 CP1953;                    North         East    Units  Estimated Accuracy
 CP1953;SPC LA N     -   198,490.    1,089,220.      MT  (+/- 180 meters Scaled)
 CP1953
 CP1953                          SUPERSEDED SURVEY CONTROL
 CP1953
 CP1953  NGVD 29 (??/??/92)   28.013  (m)           91.91   (f) ADJ UNCH    1 2
 CP1953
 CP1953.Superseded values are not recommended for survey control.
 CP1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1953.See file dsdata.txt to determine how the superseded data were derived.
 CP1953
 CP1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR362731(NAD 83)
 CP1953_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1953_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1953_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1953_STAMPING: BM. J. 23. 5. A
 CP1953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1953
 CP1953  HISTORY     - Date     Condition        Report By
 CP1953  HISTORY     - UNK      MONUMENTED       DOD
 CP1953  HISTORY     - 1966     GOOD             NGS
 CP1953
 CP1953                          STATION DESCRIPTION
 CP1953
 CP1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1953'4.0 MI NE FROM CROWVILLE.
 CP1953'ABOUT 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1953'AT CROWVILLE, IN SECTION 16, T 15 N, R 9 E, ON PROPERTY WHICH BELONGS
 CP1953'TO MR. C.E. DUNDEN, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CP1953'HIGHWAY, 121 FEET NORTHWEST OF THE WEST CORNER OF AN OLD HOUSE, 49
 CP1953'FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 29 FEET
 CP1953'SOUTHEAST OF A 60-INCH PECAN TREE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 CP1953'THE HIGHWAY, A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 8
 CP1953'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2346 ***********************************************************************
 CP2346  DESIGNATION -  J 23 5 A RESET
 CP2346  PID         -  CP2346
 CP2346  STATE/COUNTY-  LA/FRANKLIN
 CP2346  USGS QUAD   -  LAMAR (1987)
 CP2346
 CP2346                         *CURRENT SURVEY CONTROL
 CP2346  ___________________________________________________________________
 CP2346* NAD 83(1986)-  32 17 12.     (N)    091 33 10.     (W)     SCALED    
 CP2346* NAVD 88     -        27.83   (+/-2cm)      91.3    (feet)  VERTCON   
 CP2346  ___________________________________________________________________
 CP2346  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2346
 CP2346  VERT ORDER  -  THIRD (See Below)
 CP2346
 CP2346.The horizontal coordinates were scaled from a topographic map and have
 CP2346.an estimated accuracy of +/- 6 seconds.
 CP2346
 CP2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2346.The vertical order pertains to the NGVD 29 superseded value.
 CP2346
 CP2346.The geoid height was determined by GEOID03.
 CP2346
 CP2346;                    North         East    Units  Estimated Accuracy
 CP2346;SPC LA N     -   198,490.    1,089,220.      MT  (+/- 180 meters Scaled)
 CP2346
 CP2346                          SUPERSEDED SURVEY CONTROL
 CP2346
 CP2346  NGVD 29 (09/18/05)   27.84   (m)           91.3    (f) RESET       3  
 CP2346
 CP2346.Superseded values are not recommended for survey control.
 CP2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2346.See file dsdata.txt to determine how the superseded data were derived.
 CP2346
 CP2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR362731(NAD 83)
 CP2346_MARKER: DB = BENCH MARK DISK
 CP2346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2346_STAMPING: BM J 23. 5 A RESET 1981 USE
 CP2346_PROJECTION: PROJECTING 5 CENTIMETERS
 CP2346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2346_ROD/PIPE-DEPTH: 4.57 meters
 CP2346
 CP2346  HISTORY     - Date     Condition        Report By
 CP2346  HISTORY     - 1981     MONUMENTED       LADTD
 CP2346
 CP2346                          STATION DESCRIPTION
 CP2346
 CP2346'DESCRIBED BY LA TRANSP AND DEV 1981
 CP2346'6.4 KM (4.0 MI) NE FROM CROWVILLE.
 CP2346'6.4 KM (4.0 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST
 CP2346'OFFICE IN CROWVILLE, ON THE RIGHT AND EAST OF THE HIGHWAY ON THE
 CP2346'HIGHWAY RIGHT-OF-WAY, 36.3 METERS (119.0 FT) SOUTHWEST OF THE
 CP2346'SOUTHWEST CORNER OF A HOUSE, 26.2 METERS (86.0 FT) SOUTH-SOUTHWEST
 CP2346'OF A POWER POLE, 16.2 METERS (53.0 FT) WEST OF A 40-INCH OAK TREE,
 CP2346'21.3 METERS (70.0 FT) EAST OF THE CENTER OF STATE HIGHWAY 17, AND
 CP2346'4.9 METERS (16.0 FT) SOUTHWEST OF A 30-INCH OAK TREE.
 CP2346'THE MARK IS 2.9 FT  E FROM A WITNESS POST.
 CP2346'THE MARK IS 1.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1956 ***********************************************************************
 CP1956  DESIGNATION -  J 23 5 BOLT
 CP1956  PID         -  CP1956
 CP1956  STATE/COUNTY-  LA/FRANKLIN
 CP1956  USGS QUAD   -  LAMAR (1987)
 CP1956
 CP1956                         *CURRENT SURVEY CONTROL
 CP1956  ___________________________________________________________________
 CP1956* NAD 83(1986)-  32 17 19.     (N)    091 33 03.     (W)     SCALED    
 CP1956* NAVD 88     -        26.85   (+/-2cm)      88.1    (feet)  VERTCON   
 CP1956  ___________________________________________________________________
 CP1956  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1956
 CP1956  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1956
 CP1956.The horizontal coordinates were scaled from a topographic map and have
 CP1956.an estimated accuracy of +/- 6 seconds.
 CP1956
 CP1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1956.The vertical order pertains to the NGVD 29 superseded value.
 CP1956
 CP1956.The geoid height was determined by GEOID03.
 CP1956
 CP1956;                    North         East    Units  Estimated Accuracy
 CP1956;SPC LA N     -   198,710.    1,089,400.      MT  (+/- 180 meters Scaled)
 CP1956
 CP1956                          SUPERSEDED SURVEY CONTROL
 CP1956
 CP1956  NGVD 29 (??/??/92)   26.869  (m)           88.15   (f) ADJ UNCH    1 2
 CP1956
 CP1956.Superseded values are not recommended for survey control.
 CP1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1956.See file dsdata.txt to determine how the superseded data were derived.
 CP1956
 CP1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR364733(NAD 83)
 CP1956_MARKER: B = BOLT
 CP1956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1956_SP_SET: SLAB
 CP1956_STAMPING: BM. J.23.5. 1930 92
 CP1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1956
 CP1956  HISTORY     - Date     Condition        Report By
 CP1956  HISTORY     - 1930     MONUMENTED       DOD
 CP1956  HISTORY     - 1966     GOOD             NGS
 CP1956
 CP1956                          STATION DESCRIPTION
 CP1956
 CP1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1956'4.1 MI NE FROM CROWVILLE.
 CP1956'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1956'AT CROWVILLE, IN SECTION 16, T 15 N, R 9 E, ON THE OUTSIDE AND ABOUT
 CP1956'MIDWAY OF A CURVE, AT A POINT WHERE A POWER LINE CROSSES OVER THE
 CP1956'HIGHWAY, ABOUT 100 YARDS NORTH OF AN OLD HOUSE, 27 FEET EAST OF THE
 CP1956'CENTER LINE OF THE HIGHWAY, 184 FEET SOUTH OF A POWER POLE, 0.5 FOOT
 CP1956'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A COPPER
 CP1956'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 4 FEET BELOW THE GROUND,
 CP1956'ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP
 CP1956'AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1955 ***********************************************************************
 CP1955  DESIGNATION -  J 23 5 CAP
 CP1955  PID         -  CP1955
 CP1955  STATE/COUNTY-  LA/FRANKLIN
 CP1955  USGS QUAD   -  LAMAR (1987)
 CP1955
 CP1955                         *CURRENT SURVEY CONTROL
 CP1955  ___________________________________________________________________
 CP1955* NAD 83(1986)-  32 17 19.     (N)    091 33 03.     (W)     SCALED    
 CP1955* NAVD 88     -        28.08   (+/-2cm)      92.1    (feet)  VERTCON   
 CP1955  ___________________________________________________________________
 CP1955  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1955
 CP1955  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1955
 CP1955.The horizontal coordinates were scaled from a topographic map and have
 CP1955.an estimated accuracy of +/- 6 seconds.
 CP1955
 CP1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1955.The vertical order pertains to the NGVD 29 superseded value.
 CP1955
 CP1955.The geoid height was determined by GEOID03.
 CP1955
 CP1955;                    North         East    Units  Estimated Accuracy
 CP1955;SPC LA N     -   198,710.    1,089,400.      MT  (+/- 180 meters Scaled)
 CP1955
 CP1955                          SUPERSEDED SURVEY CONTROL
 CP1955
 CP1955  NGVD 29 (??/??/92)   28.095  (m)           92.17   (f) ADJ UNCH    1 2
 CP1955
 CP1955.Superseded values are not recommended for survey control.
 CP1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1955.See file dsdata.txt to determine how the superseded data were derived.
 CP1955
 CP1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR364733(NAD 83)
 CP1955_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1955_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1955_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1955_STAMPING: BM. J.23.5. 1930 92
 CP1955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1955
 CP1955  HISTORY     - Date     Condition        Report By
 CP1955  HISTORY     - 1930     MONUMENTED       DOD
 CP1955  HISTORY     - 1966     GOOD             NGS
 CP1955
 CP1955                          STATION DESCRIPTION
 CP1955
 CP1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1955'4.1 MI NE FROM CROWVILLE.
 CP1955'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1955'AT CROWVILLE, IN SECTION 16, T 15 N, R 9 E, ON THE OUTSIDE AND ABOUT
 CP1955'MIDWAY OF A CURVE, AT A POINT WHERE A POWER LINE CROSSES OVER THE
 CP1955'HIGHWAY, ABOUT 100 YARDS NORTH OF AN OLD HOUSE, 27 FEET EAST OF THE
 CP1955'CENTER LINE OF THE HIGHWAY, 184 FET SOUTH OF A POWER POLE, 0.5 FOOT
 CP1955'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A 3-INCH
 CP1955'IRON PIPE BEARING A BRASS CAP AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1966 ***********************************************************************
 CP1966  DESIGNATION -  J 23 6 BOLT
 CP1966  PID         -  CP1966
 CP1966  STATE/COUNTY-  LA/FRANKLIN
 CP1966  USGS QUAD   -  LAMAR (1987)
 CP1966
 CP1966                         *CURRENT SURVEY CONTROL
 CP1966  ___________________________________________________________________
 CP1966* NAD 83(1986)-  32 21 41.     (N)    091 30 43.     (W)     SCALED    
 CP1966* NAVD 88     -        24.93   (+/-2cm)      81.8    (feet)  VERTCON   
 CP1966  ___________________________________________________________________
 CP1966  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1966
 CP1966  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1966
 CP1966.The horizontal coordinates were scaled from a topographic map and have
 CP1966.an estimated accuracy of +/- 6 seconds.
 CP1966
 CP1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1966.The vertical order pertains to the NGVD 29 superseded value.
 CP1966
 CP1966.The geoid height was determined by GEOID03.
 CP1966
 CP1966;                    North         East    Units  Estimated Accuracy
 CP1966;SPC LA N     -   206,810.    1,092,990.      MT  (+/- 180 meters Scaled)
 CP1966
 CP1966                          SUPERSEDED SURVEY CONTROL
 CP1966
 CP1966  NGVD 29 (??/??/92)   24.942  (m)           81.83   (f) ADJ UNCH    1 2
 CP1966
 CP1966.Superseded values are not recommended for survey control.
 CP1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1966.See file dsdata.txt to determine how the superseded data were derived.
 CP1966
 CP1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR400814(NAD 83)
 CP1966_MARKER: B = BOLT
 CP1966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1966_SP_SET: SLAB
 CP1966_STAMPING: BM. J-23-6. 1930 85
 CP1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1966
 CP1966  HISTORY     - Date     Condition        Report By
 CP1966  HISTORY     - 1930     MONUMENTED       DOD
 CP1966  HISTORY     - 1966     GOOD             NGS
 CP1966  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CP1966
 CP1966                          STATION DESCRIPTION
 CP1966
 CP1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1966'6.85 MI S FROM DELHI.
 CP1966'ABOUT 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1966'STATION AT DELHI, THENCE 6.8 MILES SOUTH ALONG STATE HIGHWAY 17, IN
 CP1966'SECTION 23, T 16 N, R 9 E, 42 FEET WEST OF THE CENTER LINE OF THE
 CP1966'HIGHWAY, 187 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 CP1966'WEST, 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A VACANT HOUSE, 12
 CP1966'FEET WEST OF A FENCE, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT
 CP1966'LEVEL WITH THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE
 CP1966'SLAB ABOUT 3 1/2 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 CP1966'A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 6 INCHES.
 CP1966
 CP1966                          STATION RECOVERY (1991)
 CP1966
 CP1966'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1965 ***********************************************************************
 CP1965  DESIGNATION -  J 23 6 CAP
 CP1965  PID         -  CP1965
 CP1965  STATE/COUNTY-  LA/FRANKLIN
 CP1965  USGS QUAD   -  LAMAR (1987)
 CP1965
 CP1965                         *CURRENT SURVEY CONTROL
 CP1965  ___________________________________________________________________
 CP1965* NAD 83(1992)-  32 21 40.98673(N)    091 30 42.88039(W)     ADJUSTED  
 CP1965* NAVD 88     -        26.14   (+/-2cm)      85.8    (feet)  VERTCON   
 CP1965  ___________________________________________________________________
 CP1965  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CP1965  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1965
 CP1965  HORZ ORDER  -  SECOND
 CP1965  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1965
 CP1965.The horizontal coordinates were established by classical geodetic methods
 CP1965.and adjusted by the National Geodetic Survey in May 1994..
 CP1965
 CP1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1965.The vertical order pertains to the NGVD 29 superseded value.
 CP1965
 CP1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1965
 CP1965.The geoid height was determined by GEOID03.
 CP1965
 CP1965;                    North         East     Units Scale Factor Converg.
 CP1965;SPC LA N     -   206,807.435 1,092,993.106   MT  0.99994463   +0 31 20.7
 CP1965;SPC LA N     -   678,500.73  3,585,928.22   sFT  0.99994463   +0 31 20.7
 CP1965;UTM  15      - 3,581,466.990   640,010.613   MT  0.99984174   +0 47 47.9
 CP1965
 CP1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1965!SPC LA N     -   1.00000002  x   0.99994463  =   0.99994465
 CP1965!UTM  15      -   1.00000002  x   0.99984174  =   0.99984176
 CP1965
 CP1965                          SUPERSEDED SURVEY CONTROL
 CP1965
 CP1965  NAD 83(1992)-  32 21 40.98913(N)    091 30 42.87931(W) AD(       ) 2
 CP1965  NAD 83(1986)-  32 21 40.99901(N)    091 30 42.87473(W) AD(       ) 2
 CP1965  NAD 27      -  32 21 40.47625(N)    091 30 42.44681(W) AD(       ) 2
 CP1965  NGVD 29 (??/??/92)   26.154  (m)           85.81   (f) ADJ UNCH    1 2
 CP1965
 CP1965.Superseded values are not recommended for survey control.
 CP1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1965.See file dsdata.txt to determine how the superseded data were derived.
 CP1965
 CP1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4001181467(NAD 83)
 CP1965_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1965_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1965_STAMPING: BM J-23-6. 1930 85
 CP1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1965
 CP1965  HISTORY     - Date     Condition        Report By
 CP1965  HISTORY     - 1931     MONUMENTED       USE
 CP1965  HISTORY     - 1966     GOOD             NGS
 CP1965  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CP1965
 CP1965                          STATION DESCRIPTION
 CP1965
 CP1965'DESCRIBED BY US ENGINEERS 1931 (PAS)
 CP1965'STATION IS ABOUT 7.1 MILES S OF DELHI, ON PROPERTY OF D.C.
 CP1965'DUPREE, 43 FEET W OF CENTER LINE OF ROUTE 16, 185 FEET S OF
 CP1965'DIRT ROAD RUNNING W TO CENTRAL SCHOOL, 13 FEET SW OF NE CORNER OF
 CP1965'PASTURE STRAND WIRE FENCE, AND 92 FEET SE OF THE SE CORNER OF
 CP1965'MR. DUPREES RESIDENCE.  THE STATION IS MARKED BY A 3 1/2-INCH
 CP1965'PIPE WITH BRASS CAP STAMPED U.S. ENGINEER DEPT.  STATION DUPREE
 CP1965'IS DISTANT 761.726 METERS (2,499.10 FEET) IN AZIMUTH 198 DEG 32
 CP1965'MIN 45 SEC.
 CP1965
 CP1965                          STATION RECOVERY (1966)
 CP1965
 CP1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CP1965'6.85 MI S FROM DELHI.
 CP1965'ABOUT 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1965'STATION AT DELHI, THENCE 6.8 MILES SOUTH ALONG STATE HIGHWAY 17, IN
 CP1965'SECTION 23, T 16 N, R 9 E, 42 FEET WEST OF THE CENTER LINE OF THE
 CP1965'HIGHWAY, 187 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 CP1965'WEST, 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A VACANT HOUSE, 12
 CP1965'FEET WEST OF A FENCE, 0.8 FOOT WEST OF A METAL WITNESS POST, AND LEVEL
 CP1965'WITH THE HIGHWAY, A 3-INCH IRON PIPE BEARING A BRASS CAP AND
 CP1965'PROJECTING 6 INCHES.
 CP1965
 CP1965                          STATION RECOVERY (1991)
 CP1965
 CP1965'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1964 ***********************************************************************
 CP1964  DESIGNATION -  J 23 7 BOLT
 CP1964  PID         -  CP1964
 CP1964  STATE/COUNTY-  LA/FRANKLIN
 CP1964  USGS QUAD   -  LAMAR (1987)
 CP1964
 CP1964                         *CURRENT SURVEY CONTROL
 CP1964  ___________________________________________________________________
 CP1964* NAD 83(1986)-  32 21 30.     (N)    091 30 44.     (W)     SCALED    
 CP1964* NAVD 88     -        25.24   (+/-2cm)      82.8    (feet)  VERTCON   
 CP1964  ___________________________________________________________________
 CP1964  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1964
 CP1964  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1964
 CP1964.The horizontal coordinates were scaled from a topographic map and have
 CP1964.an estimated accuracy of +/- 6 seconds.
 CP1964
 CP1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1964.The vertical order pertains to the NGVD 29 superseded value.
 CP1964
 CP1964.The geoid height was determined by GEOID03.
 CP1964
 CP1964;                    North         East    Units  Estimated Accuracy
 CP1964;SPC LA N     -   206,470.    1,092,970.      MT  (+/- 180 meters Scaled)
 CP1964
 CP1964                          SUPERSEDED SURVEY CONTROL
 CP1964
 CP1964  NGVD 29 (??/??/92)   25.255  (m)           82.86   (f) ADJ UNCH    1 2
 CP1964
 CP1964.Superseded values are not recommended for survey control.
 CP1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1964.See file dsdata.txt to determine how the superseded data were derived.
 CP1964
 CP1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR399811(NAD 83)
 CP1964_MARKER: B = BOLT
 CP1964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1964_SP_SET: SLAB
 CP1964_STAMPING: BM J.23.7. 1930 86
 CP1964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1964
 CP1964  HISTORY     - Date     Condition        Report By
 CP1964  HISTORY     - 1930     MONUMENTED       DOD
 CP1964  HISTORY     - 1966     GOOD             NGS
 CP1964
 CP1964                          STATION DESCRIPTION
 CP1964
 CP1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1964'7.05 MI S FROM DELHI.
 CP1964'ABOUT 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1964'STATION AT DELHI, THENCE 7.0 MILES SOUTH ALONG STATE HIGHWAY 17, IN
 CP1964'SECTION 23, T 16 N, R 9 E, ABOUT 100 YARDS NORTH OF AN OLD HOUSE, IN
 CP1964'THE SOUTHWEST CORNER OF A FIELD, 44 FEET EAST OF THE CENTER LINE OF
 CP1964'THE HIGHWAY, 40 FEET NORTH OF THE CENTER OF A GATE AND THE CENTER LINE
 CP1964'OF A DRIVEWAY, 58 FEET NORTH OF THE NORTHWEST CORNER OF A BOARD
 CP1964'CORRAL, 11 1/2 FEET EAST OF A FENCE, 11.2 FEET EAST OF A METAL WITNESS
 CP1964'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, A COPPER BOLT SET
 CP1964'IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO
 CP1964'WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP AND
 CP1964'PROJECTING 10 INCHES.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 CP1964'GOING 9.5 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1964'AT CROWVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1963 ***********************************************************************
 CP1963  DESIGNATION -  J 23 7 CAP
 CP1963  PID         -  CP1963
 CP1963  STATE/COUNTY-  LA/FRANKLIN
 CP1963  USGS QUAD   -  LAMAR (1987)
 CP1963
 CP1963                         *CURRENT SURVEY CONTROL
 CP1963  ___________________________________________________________________
 CP1963* NAD 83(1986)-  32 21 30.     (N)    091 30 44.     (W)     SCALED    
 CP1963* NAVD 88     -        26.46   (+/-2cm)      86.8    (feet)  VERTCON   
 CP1963  ___________________________________________________________________
 CP1963  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1963
 CP1963  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1963
 CP1963.The horizontal coordinates were scaled from a topographic map and have
 CP1963.an estimated accuracy of +/- 6 seconds.
 CP1963
 CP1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1963.The vertical order pertains to the NGVD 29 superseded value.
 CP1963
 CP1963.The geoid height was determined by GEOID03.
 CP1963
 CP1963;                    North         East    Units  Estimated Accuracy
 CP1963;SPC LA N     -   206,470.    1,092,970.      MT  (+/- 180 meters Scaled)
 CP1963
 CP1963                          SUPERSEDED SURVEY CONTROL
 CP1963
 CP1963  NGVD 29 (??/??/92)   26.476  (m)           86.86   (f) ADJ UNCH    1 2
 CP1963
 CP1963.Superseded values are not recommended for survey control.
 CP1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1963.See file dsdata.txt to determine how the superseded data were derived.
 CP1963
 CP1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR399811(NAD 83)
 CP1963_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1963_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1963_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1963_STAMPING: BM J.23.7. 1930 86
 CP1963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1963
 CP1963  HISTORY     - Date     Condition        Report By
 CP1963  HISTORY     - 1930     MONUMENTED       DOD
 CP1963  HISTORY     - 1966     GOOD             NGS
 CP1963
 CP1963                          STATION DESCRIPTION
 CP1963
 CP1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1963'7.05 MI S FROM DELHI.
 CP1963'ABOUT 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1963'STATION AT DELHI, THENCE 7.0 MILES SOUTH ALONG STATE HIGHWAY 17, IN
 CP1963'SECTION 23, T 16 N, R 9 E, ABOUT 100 YARDS NORTH OF AN OLD HOUSE, IN
 CP1963'THE SOUTHWEST CORNER OF A FIELD, 44 FEET EAST OF THE CENTER LINE OF
 CP1963'THE HIGHWAY, 40 FEET NORTH OF THE CENTER OF A GATE AND THE CENTER LINE
 CP1963'OF A DRIVEWAY, 58 FEET NORTH OF THE NORTHWEST CORNER OF A BOARD
 CP1963'CORRAL, 11 1/2 FEET EAST OF A FENCE, 11.2 FEET EAST OF A METAL WITNESS
 CP1963'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, A 3-INCH IRON PIPE
 CP1963'BEARING A BRASS CAP AND PROJECTING 10 INCHES.  NOTE-- THIS BENCH MARK
 CP1963'CAN ALSO BE REACHED BY GOING 9.5 MILES NORTHEAST ALONG STATE HIGHWAY
 CP1963'17 FROM THE POST OFFICE AT CROWVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2345 ***********************************************************************
 CP2345  DESIGNATION -  J 23 7 RESET
 CP2345  PID         -  CP2345
 CP2345  STATE/COUNTY-  LA/FRANKLIN
 CP2345  USGS QUAD   -  LAMAR (1987)
 CP2345
 CP2345                         *CURRENT SURVEY CONTROL
 CP2345  ___________________________________________________________________
 CP2345* NAD 83(1986)-  32 21 30.     (N)    091 30 44.     (W)     SCALED    
 CP2345* NAVD 88     -        26.03   (+/-2cm)      85.4    (feet)  VERTCON   
 CP2345  ___________________________________________________________________
 CP2345  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2345
 CP2345  VERT ORDER  -  THIRD (See Below)
 CP2345
 CP2345.The horizontal coordinates were scaled from a topographic map and have
 CP2345.an estimated accuracy of +/- 6 seconds.
 CP2345
 CP2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2345.The vertical order pertains to the NGVD 29 superseded value.
 CP2345
 CP2345.The geoid height was determined by GEOID03.
 CP2345
 CP2345;                    North         East    Units  Estimated Accuracy
 CP2345;SPC LA N     -   206,470.    1,092,970.      MT  (+/- 180 meters Scaled)
 CP2345
 CP2345                          SUPERSEDED SURVEY CONTROL
 CP2345
 CP2345  NGVD 29 (09/18/05)   26.05   (m)           85.5    (f) RESET       3  
 CP2345
 CP2345.Superseded values are not recommended for survey control.
 CP2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2345.See file dsdata.txt to determine how the superseded data were derived.
 CP2345
 CP2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR399811(NAD 83)
 CP2345_MARKER: DB = BENCH MARK DISK
 CP2345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2345_STAMPING: BM J 23 7 RESET 1981 USE
 CP2345_PROJECTION: FLUSH
 CP2345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2345_ROD/PIPE-DEPTH: 4.57 meters
 CP2345
 CP2345  HISTORY     - Date     Condition        Report By
 CP2345  HISTORY     - 1981     MONUMENTED       LADTD
 CP2345  HISTORY     - 1991     GOOD             USPSQD
 CP2345
 CP2345                          STATION DESCRIPTION
 CP2345
 CP2345'DESCRIBED BY LA TRANSP AND DEV 1981
 CP2345'11.3 KM (7.0 MI) SOUTH FROM DELHI.
 CP2345'11.3 KM (7.0 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE RAILROAD
 CP2345'CROSSING IN DELHI, ON THE LEFT AND EAST OF THE HIGHWAY NEAR A
 CP2345'RIGHT-OF-WAY FENCE, SET IN THE RIGHT-OF-WAY, 27.4 METERS (90.0 FT)
 CP2345'NORTHWEST OF A POWER SERVICE POLE, 22.3 METERS (73.0 FT)
 CP2345'NORTH-NORTHWEST OF A FENCE CORNER ON A CATTLE PEN, 13.4 METERS
 CP2345'(44.0 FT) SOUTHWEST OF A 24-INCH HACKBERRY TREE, 0.6 METER (2.0 FT)
 CP2345'WEST OF A RIGHT-OF-WAY FENCE AND 18.3 METERS (60.0 FT) EAST OF THE
 CP2345'CENTER OF STATE HIGHWAY 17.
 CP2345'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 CP2345'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CP2345
 CP2345                          STATION RECOVERY (1991)
 CP2345
 CP2345'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0653 ***********************************************************************
 BX0653  DESIGNATION -  J 230
 BX0653  PID         -  BX0653
 BX0653  STATE/COUNTY-  LA/GRANT
 BX0653  USGS QUAD   -  BALL (1993)
 BX0653
 BX0653                         *CURRENT SURVEY CONTROL
 BX0653  ___________________________________________________________________
 BX0653* NAD 83(1986)-  31 26 24.     (N)    092 24 33.     (W)     SCALED    
 BX0653* NAVD 88     -        51.62   (+/-2cm)     169.4    (feet)  VERTCON   
 BX0653  ___________________________________________________________________
 BX0653  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BX0653
 BX0653  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0653
 BX0653.The horizontal coordinates were scaled from a topographic map and have
 BX0653.an estimated accuracy of +/- 6 seconds.
 BX0653
 BX0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0653.The vertical order pertains to the NGVD 29 superseded value.
 BX0653
 BX0653.The geoid height was determined by GEOID03.
 BX0653
 BX0653;                    North         East    Units  Estimated Accuracy
 BX0653;SPC LA N     -   104,230.    1,008,630.      MT  (+/- 180 meters Scaled)
 BX0653
 BX0653                          SUPERSEDED SURVEY CONTROL
 BX0653
 BX0653  NGVD 29 (??/??/??)   51.600  (m)          169.29   (f) ADJUSTED    1 2
 BX0653
 BX0653.Superseded values are not recommended for survey control.
 BX0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0653.See file dsdata.txt to determine how the superseded data were derived.
 BX0653
 BX0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561785(NAD 83)
 BX0653_MARKER: DB = BENCH MARK DISK
 BX0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0653_SP_SET: CULVERT
 BX0653_STAMPING: J 230 1965
 BX0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0653
 BX0653  HISTORY     - Date     Condition        Report By
 BX0653  HISTORY     - 1965     MONUMENTED       CGS
 BX0653  HISTORY     - 1966     GOOD             CGS
 BX0653  HISTORY     - 1985     GOOD             LADTD
 BX0653
 BX0653                          STATION DESCRIPTION
 BX0653
 BX0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0653'6.3 MI S FROM POLLOCK.
 BX0653'ABOUT 6.3 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0653'POLLOCK, IN SECTION 6, T 5 N, R 1 E, 0.3 MILE NORTH OF THE
 BX0653'GRANT-RAPIDES PARISH LINE, 0.1 MILE SOUTH OF A S CURVE, 76.0 FEET
 BX0653'NORTH OF POWER POLE 103, 38 1/2 FEET EAST OF THE CENTER LINE OF THE
 BX0653'HIGHWAY, 4.0 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BX0653'OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF A BOX CULVERT.
 BX0653
 BX0653                          STATION RECOVERY (1985)
 BX0653
 BX0653'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BX0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3106 ***********************************************************************
 BX3106  DESIGNATION -  J 230 RESET
 BX3106  PID         -  BX3106
 BX3106  STATE/COUNTY-  LA/GRANT
 BX3106  USGS QUAD   -  BALL (1993)
 BX3106
 BX3106                         *CURRENT SURVEY CONTROL
 BX3106  ___________________________________________________________________
 BX3106* NAD 83(1986)-  31 26 24.     (N)    092 24 33.     (W)     SCALED    
 BX3106* NAVD 88     -        51.61   (+/-2cm)     169.3    (feet)  VERTCON   
 BX3106  ___________________________________________________________________
 BX3106  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BX3106
 BX3106  VERT ORDER  -  THIRD (See Below)
 BX3106
 BX3106.The horizontal coordinates were scaled from a topographic map and have
 BX3106.an estimated accuracy of +/- 6 seconds.
 BX3106
 BX3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3106.The vertical order pertains to the NGVD 29 superseded value.
 BX3106
 BX3106.The geoid height was determined by GEOID03.
 BX3106
 BX3106;                    North         East    Units  Estimated Accuracy
 BX3106;SPC LA N     -   104,230.    1,008,630.      MT  (+/- 180 meters Scaled)
 BX3106
 BX3106                          SUPERSEDED SURVEY CONTROL
 BX3106
 BX3106  NGVD 29 (09/18/05)   51.60   (m)          169.3    (f) RESET       3  
 BX3106
 BX3106.Superseded values are not recommended for survey control.
 BX3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3106.See file dsdata.txt to determine how the superseded data were derived.
 BX3106
 BX3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561785(NAD 83)
 BX3106_MARKER: DD = SURVEY DISK
 BX3106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX3106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BX3106_STAMPING: J 230 RESET 1985
 BX3106_MARK LOGO: LADTD 
 BX3106_PROJECTION: FLUSH
 BX3106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3106_ROD/PIPE-DEPTH: 3.7  meters
 BX3106_SLEEVE-DEPTH  : 0.5 meters
 BX3106
 BX3106  HISTORY     - Date     Condition        Report By
 BX3106  HISTORY     - 1985     MONUMENTED       LADTD
 BX3106
 BX3106                          STATION DESCRIPTION
 BX3106
 BX3106'DESCRIBED BY LA TRANSP AND DEV 1985
 BX3106'10.0 KM (6.20 MI) EAST FROM POLLOCK.
 BX3106'FROM THE POST OFFICE IN POLLOCK, GO SOUTH ON US HIGHWAY 165 FOR 10.1
 BX3106'KM (6.30 MI) TO THE BENCH MARK ON THE RIGHT, DUE TO CONSTRUCTION IN
 BX3106'THE AREA A NEW DESCRIPTION WILL BE NEEDED, 0.7 KM (0.45 MI) NORTH OF
 BX3106'THE KITCHEN CREEK BAPTIST CHURCH, 0.4 KM (0.25 MI) NORTH OF THE
 BX3106'GRANT, RAPIDES PARISH LINE, 43.3 M (142.1 FT) WEST OF THE CENTER OF
 BX3106'HIGHWAY 165, 0.9 M (3.0 FT) SOUTH OF A METAL WITNESS POST AND SIGN.
 BX3106'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BX3106'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0145 ***********************************************************************
 AV0145  DESIGNATION -  J 231
 AV0145  PID         -  AV0145
 AV0145  STATE/COUNTY-  LA/VERMILION
 AV0145  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0145
 AV0145                         *CURRENT SURVEY CONTROL
 AV0145  ___________________________________________________________________
 AV0145* NAD 83(1986)-  29 35 09.     (N)    092 07 06.     (W)     SCALED    
 AV0145* NAVD 88     -         1.25   (+/-2cm)       4.1    (feet)  VERTCON   
 AV0145  ___________________________________________________________________
 AV0145  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AV0145
 AV0145  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0145
 AV0145.The horizontal coordinates were scaled from a topographic map and have
 AV0145.an estimated accuracy of +/- 6 seconds.
 AV0145
 AV0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0145.The vertical order pertains to the NGVD 29 superseded value.
 AV0145
 AV0145.The geoid height was determined by GEOID03.
 AV0145
 AV0145;                    North         East    Units  Estimated Accuracy
 AV0145;SPC LA S     -   120,620.      923,950.      MT  (+/- 180 meters Scaled)
 AV0145
 AV0145                          SUPERSEDED SURVEY CONTROL
 AV0145
 AV0145  NGVD 29 (??/??/??)    1.255  (m)            4.12   (f) ADJUSTED    1 2
 AV0145
 AV0145.Superseded values are not recommended for survey control.
 AV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0145.See file dsdata.txt to determine how the superseded data were derived.
 AV0145
 AV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN853732(NAD 83)
 AV0145_MARKER: DB = BENCH MARK DISK
 AV0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0145_STAMPING: J 231 1965
 AV0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0145+STABILITY: SURFACE MOTION
 AV0145
 AV0145  HISTORY     - Date     Condition        Report By
 AV0145  HISTORY     - 1965     MONUMENTED       CGS
 AV0145  HISTORY     - 1966     GOOD             CGS
 AV0145
 AV0145                          STATION DESCRIPTION
 AV0145
 AV0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0145'5.7 MI E FROM CHENIERE AU TIGRE.
 AV0145'ABOUT 5.7 MILES EAST ALONG THE SHORELINE FROM THE CEMETERY AT CHENIERE
 AV0145'AU TIGRE, IN SECTION 11, T 17 S, R 3 E, 60 FEET NORTH OF THE
 AV0145'HIGH-WATER LINE, 30 FEET NORTH OF THE CENTER OF A SMALL RIDGE, 2.0
 AV0145'FEET NORTH OF A WOODEN WITNESS POST, A DISK SET IN THE TOP OF A 5-INCH
 AV0145'CAST IRON PIPE THAT IS FILLED WITH CONCRETE AND WHICH PROJECTS 16
 AV0145'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0379 ***********************************************************************
 CQ0379  DESIGNATION -  J 234
 CQ0379  PID         -  CQ0379
 CQ0379  STATE/COUNTY-  LA/CALDWELL
 CQ0379  USGS QUAD   -  COLUMBIA (1989)
 CQ0379
 CQ0379                         *CURRENT SURVEY CONTROL
 CQ0379  ___________________________________________________________________
 CQ0379* NAD 83(1986)-  32 05 36.     (N)    092 05 13.     (W)     SCALED    
 CQ0379* NAVD 88     -        58.02   (+/-2cm)     190.4    (feet)  VERTCON   
 CQ0379  ___________________________________________________________________
 CQ0379  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0379
 CQ0379  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0379
 CQ0379.The horizontal coordinates were scaled from a topographic map and have
 CQ0379.an estimated accuracy of +/- 6 seconds.
 CQ0379
 CQ0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0379.The vertical order pertains to the NGVD 29 superseded value.
 CQ0379
 CQ0379.The geoid height was determined by GEOID03.
 CQ0379
 CQ0379;                    North         East    Units  Estimated Accuracy
 CQ0379;SPC LA N     -   176,740.    1,038,990.      MT  (+/- 180 meters Scaled)
 CQ0379
 CQ0379                          SUPERSEDED SURVEY CONTROL
 CQ0379
 CQ0379  NGVD 29 (??/??/??)   58.042  (m)          190.43   (f) ADJUSTED    1 2
 CQ0379
 CQ0379.Superseded values are not recommended for survey control.
 CQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0379.See file dsdata.txt to determine how the superseded data were derived.
 CQ0379
 CQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR861511(NAD 83)
 CQ0379_MARKER: DB = BENCH MARK DISK
 CQ0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0379_SP_SET: CONCRETE HEADWALL
 CQ0379_STAMPING: J 234 1965
 CQ0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0379
 CQ0379  HISTORY     - Date     Condition        Report By
 CQ0379  HISTORY     - 1965     MONUMENTED       CGS
 CQ0379  HISTORY     - 1966     GOOD             CGS
 CQ0379  HISTORY     - 19851220 MARK NOT FOUND   USPSQD
 CQ0379  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0379  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0379
 CQ0379                          STATION DESCRIPTION
 CQ0379
 CQ0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0379'1.25 MI SW FROM COLUMBIA.
 CQ0379'ABOUT 1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST
 CQ0379'END OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 20,
 CQ0379'T 13 N, R 4 E, NEAR THE CREST OF A HILL, ABOUT 0.15 MILE NORTHEAST OF
 CQ0379'THE ENTRANCE TO A DRIVE-IN THEATRE, 39 FEET SOUTHEAST OF THE CENTER
 CQ0379'LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTH
 CQ0379'CONCRETE HEAD WALL OF A DRAINAGE BOX, 80 FEET NORTH OF A POWER POLE
 CQ0379'WITH WIRES LEADING OUT IN 3 DIRECTIONS, AND ABOUT 6 FEET BELOW THE
 CQ0379'LEVEL OF THE HIGHWAY.
 CQ0379
 CQ0379                          STATION RECOVERY (1985)
 CQ0379
 CQ0379'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 CQ0379'MARK NOT FOUND.
 CQ0379
 CQ0379                          STATION RECOVERY (1990)
 CQ0379
 CQ0379'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0379'MARK NOT FOUND.
 CQ0379
 CQ0379                          STATION RECOVERY (1991)
 CQ0379
 CQ0379'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2714 ***********************************************************************
 BJ2714  DESIGNATION -  J 235
 BJ2714  PID         -  BJ2714
 BJ2714  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2714  USGS QUAD   -  SIMMESPORT (1969)
 BJ2714
 BJ2714                         *CURRENT SURVEY CONTROL
 BJ2714  ___________________________________________________________________
 BJ2714* NAD 83(1986)-  30 54 52.     (N)    091 47 22.     (W)     SCALED    
 BJ2714* NAVD 88     -        12.97   (+/-2cm)      42.6    (feet)  VERTCON   
 BJ2714  ___________________________________________________________________
 BJ2714  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2714
 BJ2714  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2714
 BJ2714.The horizontal coordinates were scaled from a topographic map and have
 BJ2714.an estimated accuracy of +/- 6 seconds.
 BJ2714
 BJ2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2714.The vertical order pertains to the NGVD 29 superseded value.
 BJ2714
 BJ2714.The geoid height was determined by GEOID03.
 BJ2714
 BJ2714;                    North         East    Units  Estimated Accuracy
 BJ2714;SPC LA S     -   267,730.      956,400.      MT  (+/- 180 meters Scaled)
 BJ2714
 BJ2714                          SUPERSEDED SURVEY CONTROL
 BJ2714
 BJ2714  NGVD 29 (??/??/??)   12.956  (m)           42.51   (f) ADJUSTED    1 2
 BJ2714
 BJ2714.Superseded values are not recommended for survey control.
 BJ2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2714.See file dsdata.txt to determine how the superseded data were derived.
 BJ2714
 BJ2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ156207(NAD 83)
 BJ2714_MARKER: DB = BENCH MARK DISK
 BJ2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2714_STAMPING: J 235 1966
 BJ2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2714+STABILITY: SURFACE MOTION
 BJ2714
 BJ2714  HISTORY     - Date     Condition        Report By
 BJ2714  HISTORY     - 1966     MONUMENTED       CGS
 BJ2714
 BJ2714                          STATION DESCRIPTION
 BJ2714
 BJ2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2714'5.25 MI S FROM SIMMESPORT.
 BJ2714'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2714'SIMMESPORT, THENCE 4.45 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ2714'6, T 2 S, R 7 E, 65 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 BJ2714'STATE ROAD 970 LEADING EAST, 47 1/2 FEET WEST OF THE CENTER LINE OF
 BJ2714'STATE ROAD 417, 156 FEET NORTHEAST OF THE CENTER LINE OF A LEVEE AT A
 BJ2714'SHARP CURVE, 114 1/2 FEET WEST OF AND ACROSS THE ROAD FROM A 15-INCH
 BJ2714'CEDAR TREE INSIDE A FENCE CORNER, 14 FEET NORTHWEST OF TELEPHONE POLE
 BJ2714'NUMBER 38, 14 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 1
 BJ2714'1/2 FEET EAST OF A FENCE, 1.8 FEET NORTHWEST OF A METAL WITNESS POST,
 BJ2714'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BJ2714'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1610 ***********************************************************************
 BW1610  DESIGNATION -  J 236
 BW1610  PID         -  BW1610
 BW1610  STATE/COUNTY-  LA/CATAHOULA
 BW1610  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1610
 BW1610                         *CURRENT SURVEY CONTROL
 BW1610  ___________________________________________________________________
 BW1610* NAD 83(1986)-  31 37 14.     (N)    091 48 57.     (W)     SCALED    
 BW1610* NAVD 88     -        20.68   (+/-2cm)      67.8    (feet)  VERTCON   
 BW1610  ___________________________________________________________________
 BW1610  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1610
 BW1610  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1610
 BW1610.The horizontal coordinates were scaled from a topographic map and have
 BW1610.an estimated accuracy of +/- 6 seconds.
 BW1610
 BW1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1610.The vertical order pertains to the NGVD 29 superseded value.
 BW1610
 BW1610.The geoid height was determined by GEOID03.
 BW1610
 BW1610;                    North         East    Units  Estimated Accuracy
 BW1610;SPC LA N     -   124,450.    1,064,910.      MT  (+/- 180 meters Scaled)
 BW1610
 BW1610                          SUPERSEDED SURVEY CONTROL
 BW1610
 BW1610  NGVD 29 (??/??/92)   20.675  (m)           67.83   (f) ADJ UNCH    1 2
 BW1610
 BW1610.Superseded values are not recommended for survey control.
 BW1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1610.See file dsdata.txt to determine how the superseded data were derived.
 BW1610
 BW1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ123989(NAD 83)
 BW1610_MARKER: DB = BENCH MARK DISK
 BW1610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1610_SP_SET: WALL
 BW1610_STAMPING: J 236 1966
 BW1610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1610
 BW1610  HISTORY     - Date     Condition        Report By
 BW1610  HISTORY     - 1966     MONUMENTED       CGS
 BW1610
 BW1610                          STATION DESCRIPTION
 BW1610
 BW1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1610'0.25 MI NE FROM JONESVILLE.
 BW1610'ABOUT 0.25 MILE NORTHEAST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1610'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER, IN SECTION 37, T 8 N,
 BW1610'R 6 E, ABOUT 137 FEET EAST OF AND ACROSS THE STREET FROM BENCH MARK
 BW1610'P.B.M. 4 (USE), 111 1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 BW1610'MAGNOLIA HOTEL, 82 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET,
 BW1610'SET IN THE TOP OF THE NORTH END OF A CONCRETE FLOOD WALL, AND ABOUT 9
 BW1610'FEET ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0901 ***********************************************************************
 BX0901  DESIGNATION -  J 237
 BX0901  PID         -  BX0901
 BX0901  STATE/COUNTY-  LA/RAPIDES
 BX0901  USGS QUAD   -  ALEXANDRIA (1992)
 BX0901
 BX0901                         *CURRENT SURVEY CONTROL
 BX0901  ___________________________________________________________________
 BX0901* NAD 83(1986)-  31 15 14.     (N)    092 23 16.     (W)     SCALED    
 BX0901* NAVD 88     -        20.861  (meters)      68.44   (feet)  ADJUSTED  
 BX0901  ___________________________________________________________________
 BX0901  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX0901  DYNAMIC HT  -          20.835 (meters)      68.36  (feet)  COMP
 BX0901  MODELED GRAV-     979,403.5   (mgal)                       NAVD 88
 BX0901
 BX0901  VERT ORDER  -  FIRST     CLASS I
 BX0901
 BX0901.The horizontal coordinates were scaled from a topographic map and have
 BX0901.an estimated accuracy of +/- 6 seconds.
 BX0901
 BX0901.The orthometric height was determined by differential leveling
 BX0901.and adjusted by the National Geodetic Survey in February 1994..
 BX0901
 BX0901.The geoid height was determined by GEOID03.
 BX0901
 BX0901.The dynamic height is computed by dividing the NAVD 88
 BX0901.geopotential number by the normal gravity value computed on the
 BX0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0901.degrees latitude (g = 980.6199 gals.).
 BX0901
 BX0901.The modeled gravity was interpolated from observed gravity values.
 BX0901
 BX0901;                    North         East    Units  Estimated Accuracy
 BX0901;SPC LA N     -    83,590.    1,010,690.      MT  (+/- 180 meters Scaled)
 BX0901
 BX0901                          SUPERSEDED SURVEY CONTROL
 BX0901
 BX0901  NAVD 88 (06/15/91)   20.862  (m)           68.44   (f) UNKNOWN     1 1
 BX0901  NGVD 29 (??/??/??)   20.845  (m)           68.39   (f) ADJUSTED    1 1
 BX0901
 BX0901.Superseded values are not recommended for survey control.
 BX0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0901.See file dsdata.txt to determine how the superseded data were derived.
 BX0901
 BX0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ582579(NAD 83)
 BX0901_MARKER: DB = BENCH MARK DISK
 BX0901_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0901_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0901_STAMPING: J 237 1966
 BX0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0901
 BX0901  HISTORY     - Date     Condition        Report By
 BX0901  HISTORY     - 1966     MONUMENTED       CGS
 BX0901  HISTORY     - 1977     GOOD             NGS
 BX0901  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0901
 BX0901                          STATION DESCRIPTION
 BX0901
 BX0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0901'5.45 MI SE FROM ALEXANDRIA.
 BX0901'ABOUT 5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BX0901'ALEXANDRIA, IN SECTION 7, T 3 N, R 1 E, 83 FEET SOUTHEAST OF THE
 BX0901'CENTER OF THE JUNCTION OF THE HIGHWAY AND A PAVED ROAD WHICH PARALLELS
 BX0901'A LEVEE, 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 BX0901'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 2 FEET NORTHEAST
 BX0901'OF A FENCE CORNER, 1.9 FEET WEST OF A METAL WITNESS POST, ABOUT 3 1/2
 BX0901'FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK SET IN THE TOP OF A 5-INCH
 BX0901'CAST IRON PIPE THAT IS FILLED WITH CONCRETE AND PROJECTS 4 INCHES.
 BX0901
 BX0901                          STATION RECOVERY (1977)
 BX0901
 BX0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0901'RECOVERED IN GOOD CONDITION.
 BX0901
 BX0901                          STATION RECOVERY (1999)
 BX0901
 BX0901'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0860 ***********************************************************************
 BX0860  DESIGNATION -  J 238
 BX0860  PID         -  BX0860
 BX0860  STATE/COUNTY-  LA/AVOYELLES
 BX0860  USGS QUAD   -  BELLE D'EAU (1983)
 BX0860
 BX0860                         *CURRENT SURVEY CONTROL
 BX0860  ___________________________________________________________________
 BX0860* NAD 83(1986)-  31 06 45.     (N)    092 12 20.     (W)     SCALED    
 BX0860* NAVD 88     -        19.502  (meters)      63.98   (feet)  ADJUSTED  
 BX0860  ___________________________________________________________________
 BX0860  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX0860  DYNAMIC HT  -          19.477 (meters)      63.90  (feet)  COMP
 BX0860  MODELED GRAV-     979,389.8   (mgal)                       NAVD 88
 BX0860
 BX0860  VERT ORDER  -  FIRST     CLASS I
 BX0860
 BX0860.The horizontal coordinates were scaled from a topographic map and have
 BX0860.an estimated accuracy of +/- 6 seconds.
 BX0860
 BX0860.The orthometric height was determined by differential leveling
 BX0860.and adjusted by the National Geodetic Survey in February 1994..
 BX0860
 BX0860.The geoid height was determined by GEOID03.
 BX0860
 BX0860.The dynamic height is computed by dividing the NAVD 88
 BX0860.geopotential number by the normal gravity value computed on the
 BX0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0860.degrees latitude (g = 980.6199 gals.).
 BX0860
 BX0860.The modeled gravity was interpolated from observed gravity values.
 BX0860
 BX0860;                    North         East    Units  Estimated Accuracy
 BX0860;SPC LA N     -    67,950.    1,028,090.      MT  (+/- 180 meters Scaled)
 BX0860
 BX0860                          SUPERSEDED SURVEY CONTROL
 BX0860
 BX0860  NAVD 88 (06/15/91)   19.507  (m)           64.00   (f) UNKNOWN     1 1
 BX0860  NGVD 29 (??/??/??)   19.474  (m)           63.89   (f) ADJUSTED    1 1
 BX0860
 BX0860.Superseded values are not recommended for survey control.
 BX0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0860.See file dsdata.txt to determine how the superseded data were derived.
 BX0860
 BX0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ757423(NAD 83)
 BX0860_MARKER: DB = BENCH MARK DISK
 BX0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0860_STAMPING: J 238 1966
 BX0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0860+STABILITY: SURFACE MOTION
 BX0860
 BX0860  HISTORY     - Date     Condition        Report By
 BX0860  HISTORY     - 1966     MONUMENTED       CGS
 BX0860  HISTORY     - 1977     GOOD             NGS
 BX0860
 BX0860                          STATION DESCRIPTION
 BX0860
 BX0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0860'2.1 MI E FROM ECHO.
 BX0860'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0860'ECHO, IN SECTION 30, T 2 N, R 3 E, 127 FEET NORTH OF THE CENTER OF THE
 BX0860'JUNCTIION OF A PAVED ROAD, 98 FEET NORTHWEST OF THE CENTER LINE OF THE
 BX0860'HIGHWAY, 42 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 115
 BX0860'FEET SOUTHEAST OF THE CENTER LINE OF THE TOP OF A LEVEE, 1 1/2 FEET
 BX0860'SOUTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A METAL WITNESS POST,
 BX0860'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BX0860'CONCRETE POST PROJECTING 8 INCHES.
 BX0860
 BX0860                          STATION RECOVERY (1977)
 BX0860
 BX0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0800 ***********************************************************************
 BX0800  DESIGNATION -  J 239
 BX0800  PID         -  BX0800
 BX0800  STATE/COUNTY-  LA/AVOYELLES
 BX0800  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0800
 BX0800                         *CURRENT SURVEY CONTROL
 BX0800  ___________________________________________________________________
 BX0800* NAD 83(1986)-  31 06 49.     (N)    092 03 55.     (W)     SCALED    
 BX0800* NAVD 88     -        21.461  (meters)      70.41   (feet)  ADJUSTED  
 BX0800  ___________________________________________________________________
 BX0800  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BX0800  DYNAMIC HT  -          21.434 (meters)      70.32  (feet)  COMP
 BX0800  MODELED GRAV-     979,392.9   (mgal)                       NAVD 88
 BX0800
 BX0800  VERT ORDER  -  FIRST     CLASS I
 BX0800
 BX0800.The horizontal coordinates were scaled from a topographic map and have
 BX0800.an estimated accuracy of +/- 6 seconds.
 BX0800
 BX0800.The orthometric height was determined by differential leveling
 BX0800.and adjusted by the National Geodetic Survey in February 1994..
 BX0800
 BX0800.The geoid height was determined by GEOID03.
 BX0800
 BX0800.The dynamic height is computed by dividing the NAVD 88
 BX0800.geopotential number by the normal gravity value computed on the
 BX0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0800.degrees latitude (g = 980.6199 gals.).
 BX0800
 BX0800.The modeled gravity was interpolated from observed gravity values.
 BX0800
 BX0800;                    North         East    Units  Estimated Accuracy
 BX0800;SPC LA N     -    68,120.    1,041,470.      MT  (+/- 180 meters Scaled)
 BX0800
 BX0800                          SUPERSEDED SURVEY CONTROL
 BX0800
 BX0800  NAVD 88 (06/15/91)   21.476  (m)           70.46   (f) UNKNOWN     1 1
 BX0800  NGVD 29 (??/??/??)   21.434  (m)           70.32   (f) ADJUSTED    1 1
 BX0800
 BX0800.Superseded values are not recommended for survey control.
 BX0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0800.See file dsdata.txt to determine how the superseded data were derived.
 BX0800
 BX0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ891425(NAD 83)
 BX0800_MARKER: DB = BENCH MARK DISK
 BX0800_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0800_SP_SET: 56 FEET
 BX0800_STAMPING: J 239 1966
 BX0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0800
 BX0800  HISTORY     - Date     Condition        Report By
 BX0800  HISTORY     - 1966     MONUMENTED       CGS
 BX0800  HISTORY     - 1977     GOOD             NGS
 BX0800
 BX0800                          STATION DESCRIPTION
 BX0800
 BX0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0800'1.0 MI SE FROM MARKSVILLE.
 BX0800'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0800'AT MARKSVILLE, THENCE 0.65 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0800'RAILROAD, IN SECTION 65, T 2 N, R 4 E, 118 FEET NORTHWEST OF THE
 BX0800'CENTER OF THE CROSSING OF A GRAVELED ROAD, 26 FEET WEST OF THE WEST
 BX0800'RAIL, 228 FEET NORTH OF THE NORTHWEST CORNER OF THE MARDEL PRODUCTS
 BX0800'COMPANY BUILDING, 143 FEET NORTH OF BENCH MARK 806 (L.G.S.), 35 1/2
 BX0800'FEET EAST OF A 24-INCH OAK TREE ON THE SOUTH SIDE OF A RAVINE, 6 FEET
 BX0800'NORTH OF A POWER POLE BRACED BY 2 GUY WIRES, 1.1 FEET SOUTH OF A METAL
 BX0800'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, A DISK ON THE
 BX0800'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56
 BX0800'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 1 FOOT.
 BX0800
 BX0800                          STATION RECOVERY (1977)
 BX0800
 BX0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1225 ***********************************************************************
 CP1225  DESIGNATION -  J 24
 CP1225  PID         -  CP1225
 CP1225  STATE/COUNTY-  LA/WEST CARROLL
 CP1225  USGS QUAD   -  OAK GROVE (1988)
 CP1225
 CP1225                         *CURRENT SURVEY CONTROL
 CP1225  ___________________________________________________________________
 CP1225* NAD 83(1986)-  32 50 59.     (N)    091 25 17.     (W)     SCALED    
 CP1225* NAVD 88     -        32.260  (meters)     105.84   (feet)  ADJUSTED  
 CP1225  ___________________________________________________________________
 CP1225  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP1225  DYNAMIC HT  -          32.224 (meters)     105.72  (feet)  COMP
 CP1225  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 CP1225
 CP1225  VERT ORDER  -  SECOND    CLASS 0
 CP1225
 CP1225.The horizontal coordinates were scaled from a topographic map and have
 CP1225.an estimated accuracy of +/- 6 seconds.
 CP1225
 CP1225.The orthometric height was determined by differential leveling
 CP1225.and adjusted by the National Geodetic Survey in June 1991..
 CP1225
 CP1225.The geoid height was determined by GEOID03.
 CP1225
 CP1225.The dynamic height is computed by dividing the NAVD 88
 CP1225.geopotential number by the normal gravity value computed on the
 CP1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1225.degrees latitude (g = 980.6199 gals.).
 CP1225
 CP1225.The modeled gravity was interpolated from observed gravity values.
 CP1225
 CP1225;                    North         East    Units  Estimated Accuracy
 CP1225;SPC LA N     -   261,040.    1,100,970.      MT  (+/- 180 meters Scaled)
 CP1225
 CP1225                          SUPERSEDED SURVEY CONTROL
 CP1225
 CP1225  NGVD 29 (??/??/92)   32.320  (m)          106.04   (f) ADJ UNCH    2 0
 CP1225
 CP1225.Superseded values are not recommended for survey control.
 CP1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1225.See file dsdata.txt to determine how the superseded data were derived.
 CP1225
 CP1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS477357(NAD 83)
 CP1225_MARKER: DB = BENCH MARK DISK
 CP1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1225_STAMPING: J-24 1935
 CP1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1225+STABILITY: SURFACE MOTION
 CP1225
 CP1225  HISTORY     - Date     Condition        Report By
 CP1225  HISTORY     - 1935     MONUMENTED       CGS
 CP1225  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1225
 CP1225                          STATION DESCRIPTION
 CP1225
 CP1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1225'1.9 MI W FROM OAK GROVE.
 CP1225'1.9 MILES WEST OF, ALONG ST. HWY. 11, FROM HIGH SCHOOL.  ABOUT .3 MILE
 CP1225'SOUTHWEST OF RAILROAD CROSSING.  46.2 FEET WEST OF NORTHWEST HEADWALL
 CP1225'OF SMALL CONCRETE HIGHWAY CULVERT.  45 FEET NORTHWEST OF CENTERLINE OF
 CP1225'ST. HWY. 11.  12.5 FEET NORTHEAST OF CENTERLINE OF GATEWAY AND ROAD
 CP1225'INTO L.E. EZERNACK FARM.  2.6 FEET WEST OF EAST FENCE CORNER. TABLET
 CP1225'SET IN PRECAST CONCRETE POST.
 CP1225
 CP1225                          STATION RECOVERY (1982)
 CP1225
 CP1225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1932 ***********************************************************************
 CP1932  DESIGNATION -  J 24 1 RESET
 CP1932  PID         -  CP1932
 CP1932  STATE/COUNTY-  LA/FRANKLIN
 CP1932  USGS QUAD   -  WINNSBORO (1983)
 CP1932
 CP1932                         *CURRENT SURVEY CONTROL
 CP1932  ___________________________________________________________________
 CP1932* NAD 83(1986)-  32 11 16.     (N)    091 39 49.     (W)     SCALED    
 CP1932* NAVD 88     -        24.01   (+/-2cm)      78.8    (feet)  VERTCON   
 CP1932  ___________________________________________________________________
 CP1932  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1932
 CP1932  VERT ORDER  -  THIRD (See Below)
 CP1932
 CP1932.The horizontal coordinates were scaled from a topographic map and have
 CP1932.an estimated accuracy of +/- 6 seconds.
 CP1932
 CP1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1932.The vertical order pertains to the NGVD 29 superseded value.
 CP1932
 CP1932.The geoid height was determined by GEOID03.
 CP1932
 CP1932;                    North         East    Units  Estimated Accuracy
 CP1932;SPC LA N     -   187,440.    1,078,870.      MT  (+/- 180 meters Scaled)
 CP1932
 CP1932                          SUPERSEDED SURVEY CONTROL
 CP1932
 CP1932  NGVD 29 (??/??/??)   24.03   (m)           78.8    (f) RESET       3  
 CP1932
 CP1932.Superseded values are not recommended for survey control.
 CP1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1932.See file dsdata.txt to determine how the superseded data were derived.
 CP1932
 CP1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR259620(NAD 83)
 CP1932_MARKER: DB = BENCH MARK DISK
 CP1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1932_STAMPING: BM J 24.1 RESET 1970
 CP1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1932+STABILITY: SURFACE MOTION
 CP1932
 CP1932  HISTORY     - Date     Condition        Report By
 CP1932  HISTORY     - 1970     MONUMENTED       NGS
 CP1932  HISTORY     - 1991     GOOD             USPSQD
 CP1932
 CP1932                          STATION DESCRIPTION
 CP1932
 CP1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CP1932'3.55 MI NE FROM WINNSBORO.
 CP1932'LOCATED 0.4 MILES EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 CP1932'WINNSBORO, THENCE EAST ALONG STATE HIGHWAY 4 FOR 0.6 MILE, THENCE 2.65
 CP1932'MILE NORTHEAST ALONG STATE HIGHWAY 17 TO THE MARK ON THE LEFT. IT IS
 CP1932'ABOUT 75 YARDS SOUTH OF A TAN BRICK HOUSE, AT THE SOUTH EDGE OF A LAWN
 CP1932'AREA, 60 FEET NORTHWEST OF STATE HIGHWAY 17, 65 FEET NORTHEAST OF A
 CP1932'SIDE ROAD LEADING NORTHWEST, 92 FEET NORTH-NORTHEAST OF A POWER POLE,
 CP1932'IN LINE WITH A ROW OF HEDGES TO THE NORTHEAST AND 1 FOOT NORTHEAST OF
 CP1932'A METAL WITNESS POST.  IT IS BENCH MARK DISK SET IN THE TOP OF A
 CP1932'CONCRETE POST, PROJECTING 2 INCHES.
 CP1932
 CP1932                          STATION RECOVERY (1991)
 CP1932
 CP1932'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2017 ***********************************************************************
 CP2017  DESIGNATION -  J 24 3 BOLT
 CP2017  PID         -  CP2017
 CP2017  STATE/COUNTY-  LA/FRANKLIN
 CP2017  USGS QUAD   -  CROWVILLE (1983)
 CP2017
 CP2017                         *CURRENT SURVEY CONTROL
 CP2017  ___________________________________________________________________
 CP2017* NAD 83(1986)-  32 14 16.     (N)    091 35 20.     (W)     SCALED    
 CP2017* NAVD 88     -        25.68   (+/-2cm)      84.3    (feet)  VERTCON   
 CP2017  ___________________________________________________________________
 CP2017  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2017
 CP2017  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2017
 CP2017.The horizontal coordinates were scaled from a topographic map and have
 CP2017.an estimated accuracy of +/- 6 seconds.
 CP2017
 CP2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2017.The vertical order pertains to the NGVD 29 superseded value.
 CP2017
 CP2017.The geoid height was determined by GEOID03.
 CP2017
 CP2017;                    North         East    Units  Estimated Accuracy
 CP2017;SPC LA N     -   193,040.    1,085,860.      MT  (+/- 180 meters Scaled)
 CP2017
 CP2017                          SUPERSEDED SURVEY CONTROL
 CP2017
 CP2017  NGVD 29 (??/??/92)   25.693  (m)           84.29   (f) ADJ UNCH    1 2
 CP2017
 CP2017.Superseded values are not recommended for survey control.
 CP2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2017.See file dsdata.txt to determine how the superseded data were derived.
 CP2017
 CP2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR329676(NAD 83)
 CP2017_MARKER: B = BOLT
 CP2017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2017_STAMPING: B.M. J.24.3-1930
 CP2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2017
 CP2017  HISTORY     - Date     Condition        Report By
 CP2017  HISTORY     - 1930     MONUMENTED       DOD
 CP2017  HISTORY     - 1970     GOOD             LADTD
 CP2017
 CP2017                          STATION DESCRIPTION
 CP2017
 CP2017'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2017'0.70 MI S FROM CROWVILLE.
 CP2017'ABOUT 0.70 MILE SOUTH ALONG LOUISIANA HIGHWAY 578 FROM THE POST OFFICE
 CP2017'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17 0.35 MILE
 CP2017'TO THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH ALONG
 CP2017'LOUISIANA HIGHWAY 578, 0.35 MILE TO THE MARK.  IT IS 28.5 FEET WEST OF
 CP2017'THE CENTERLINE OF LOUISIANA HIGHWAY 578, 68.0 FEET NORTHEAST OF
 CP2017'NORTHEAST CORNER OF FRAME RESIDENCE BELONGING TO E. L. JOHNSTON, 50.0
 CP2017'FEET NORTH OF A GRAVEL DRIVE.  101.5 NORTH OF A POWER POLE, A STANDARD
 CP2017'U.S.E. BRASS CAP SET ON TOP OF A 4 INCH IRON PIPE PROJECTING 1.0 FOOT
 CP2017'ABOVE GROUND.  A METAL WITNESS POST IS SET 3.0 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2016 ***********************************************************************
 CP2016  DESIGNATION -  J 24 3 CAP
 CP2016  PID         -  CP2016
 CP2016  STATE/COUNTY-  LA/FRANKLIN
 CP2016  USGS QUAD   -  CROWVILLE (1983)
 CP2016
 CP2016                         *CURRENT SURVEY CONTROL
 CP2016  ___________________________________________________________________
 CP2016* NAD 83(1986)-  32 14 16.     (N)    091 35 21.     (W)     SCALED    
 CP2016* NAVD 88     -        26.91   (+/-2cm)      88.3    (feet)  VERTCON   
 CP2016  ___________________________________________________________________
 CP2016  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2016
 CP2016  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2016
 CP2016.The horizontal coordinates were scaled from a topographic map and have
 CP2016.an estimated accuracy of +/- 6 seconds.
 CP2016
 CP2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2016.The vertical order pertains to the NGVD 29 superseded value.
 CP2016
 CP2016.The geoid height was determined by GEOID03.
 CP2016
 CP2016;                    North         East    Units  Estimated Accuracy
 CP2016;SPC LA N     -   193,040.    1,085,840.      MT  (+/- 180 meters Scaled)
 CP2016
 CP2016                          SUPERSEDED SURVEY CONTROL
 CP2016
 CP2016  NGVD 29 (??/??/92)   26.923  (m)           88.33   (f) ADJ UNCH    1 2
 CP2016
 CP2016.Superseded values are not recommended for survey control.
 CP2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2016.See file dsdata.txt to determine how the superseded data were derived.
 CP2016
 CP2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR329676(NAD 83)
 CP2016_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2016_STAMPING: B.M. J.24.3-1930
 CP2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2016
 CP2016  HISTORY     - Date     Condition        Report By
 CP2016  HISTORY     - 1930     MONUMENTED       DOD
 CP2016  HISTORY     - 1970     GOOD             LADTD
 CP2016
 CP2016                          STATION DESCRIPTION
 CP2016
 CP2016'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2016'0.70 MI S FROM CROWVILLE.
 CP2016'ABOUT 0.70 MILE SOUTH ALONG LOUISIANA HIGHWAY 578 FROM THE POST OFFICE
 CP2016'IN CROWVILLE.  THENCE NORTHEAST ALONG LOUISIANA HIGHWAY 17 0.35 MILE
 CP2016'TO THE INTERSECTION OF LOUISIANA HIGHWAY 578.  THENCE SOUTH ALONG
 CP2016'LOUISIANA HIGHWAY 578, 0.35 MILE TO THE MARK.  IT IS 28.5 FEET WEST OF
 CP2016'THE CENTERLINE OF LOUISIANA HIGHWAY 578, 68.0 FEET NORTHEAST OF
 CP2016'NORTHEAST CORNER OF FRAME RESIDENCE BELONGING TO E. L. JOHNSTON, 50.0
 CP2016'FEET NORTH OF A GRAVEL DRIVE.  101.5 NORTH OF A POWER POLE, A STANDARD
 CP2016'U.S.E. BRASS CAP SET ON TOP OF A 4 INCH IRON PIPE PROJECTING 1.0 FOOT
 CP2016'ABOVE GROUND.  A METAL WITNESS POST IS SET 3.0 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0404 ***********************************************************************
 CQ0404  DESIGNATION -  J 241
 CQ0404  PID         -  CQ0404
 CQ0404  STATE/COUNTY-  LA/CALDWELL
 CQ0404  USGS QUAD   -  RIVERTON (1989)
 CQ0404
 CQ0404                         *CURRENT SURVEY CONTROL
 CQ0404  ___________________________________________________________________
 CQ0404* NAD 83(1986)-  32 09 50.     (N)    092 05 40.     (W)     SCALED    
 CQ0404* NAVD 88     -        20.77   (+/-2cm)      68.1    (feet)  VERTCON   
 CQ0404  ___________________________________________________________________
 CQ0404  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0404
 CQ0404  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0404
 CQ0404.The horizontal coordinates were scaled from a topographic map and have
 CQ0404.an estimated accuracy of +/- 6 seconds.
 CQ0404
 CQ0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0404.The vertical order pertains to the NGVD 29 superseded value.
 CQ0404
 CQ0404.The geoid height was determined by GEOID03.
 CQ0404
 CQ0404;                    North         East    Units  Estimated Accuracy
 CQ0404;SPC LA N     -   184,560.    1,038,250.      MT  (+/- 180 meters Scaled)
 CQ0404
 CQ0404                          SUPERSEDED SURVEY CONTROL
 CQ0404
 CQ0404  NGVD 29 (??/??/??)   20.793  (m)           68.22   (f) ADJUSTED    1 2
 CQ0404
 CQ0404.Superseded values are not recommended for survey control.
 CQ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0404.See file dsdata.txt to determine how the superseded data were derived.
 CQ0404
 CQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR853589(NAD 83)
 CQ0404_MARKER: DB = BENCH MARK DISK
 CQ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0404_STAMPING: J 241 1966
 CQ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0404+STABILITY: SURFACE MOTION
 CQ0404
 CQ0404  HISTORY     - Date     Condition        Report By
 CQ0404  HISTORY     - 1966     MONUMENTED       CGS
 CQ0404  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ0404
 CQ0404                          STATION DESCRIPTION
 CQ0404
 CQ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0404'5.1 MI N FROM COLUMBIA.
 CQ0404'ABOUT 5.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0404'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 30, T 14 N,
 CQ0404'R 4 E, ABOUT 0.2 MILE NORTH OF THE MISSOURI PACIFIC RAILROAD STATION
 CQ0404'SIGN AT THE SMALL COMMUNITY OF RIVERTON, 3 POLES SOUTH OF MILEPOST
 CQ0404'526, ON PROPERTY BELONGING TO MR. W.T. SMITH, 60 FEET EAST OF THE
 CQ0404'CENTER LINE OF THE HIGHWAY, 145 FEET EAST AND ACROSS THE HIGHWAY FROM
 CQ0404'THE EAST RAIL OF A SIDE TRACK, 69 FEET NORTHEAST OF A POWER POLE
 CQ0404'BEARING A TRANSFORMER, 21 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER
 CQ0404'OF AN OLD HOUSE, 6 1/2 FEET EAST OF A FENCE, 1 FOOT NORTH OF A FENCE,
 CQ0404'6.9 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CQ0404'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ0404
 CQ0404                          STATION RECOVERY (1985)
 CQ0404
 CQ0404'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0013 ***********************************************************************
 CQ0013  DESIGNATION -  J 242
 CQ0013  PID         -  CQ0013
 CQ0013  STATE/COUNTY-  LA/OUACHITA
 CQ0013  USGS QUAD   -  MONROE NORTH (1994)
 CQ0013
 CQ0013                         *CURRENT SURVEY CONTROL
 CQ0013  ___________________________________________________________________
 CQ0013* NAD 83(1986)-  32 30 08.     (N)    092 04 31.     (W)     SCALED    
 CQ0013* NAVD 88     -        20.782  (meters)      68.18   (feet)  ADJUSTED  
 CQ0013  ___________________________________________________________________
 CQ0013  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0013  DYNAMIC HT  -          20.759 (meters)      68.11  (feet)  COMP
 CQ0013  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 CQ0013
 CQ0013  VERT ORDER  -  FIRST     CLASS I
 CQ0013
 CQ0013.The horizontal coordinates were scaled from a topographic map and have
 CQ0013.an estimated accuracy of +/- 6 seconds.
 CQ0013
 CQ0013.The orthometric height was determined by differential leveling
 CQ0013.and adjusted by the National Geodetic Survey in June 1991..
 CQ0013
 CQ0013.The geoid height was determined by GEOID03.
 CQ0013
 CQ0013.The dynamic height is computed by dividing the NAVD 88
 CQ0013.geopotential number by the normal gravity value computed on the
 CQ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0013.degrees latitude (g = 980.6199 gals.).
 CQ0013
 CQ0013.The modeled gravity was interpolated from observed gravity values.
 CQ0013
 CQ0013;                    North         East    Units  Estimated Accuracy
 CQ0013;SPC LA N     -   222,080.    1,039,910.      MT  (+/- 180 meters Scaled)
 CQ0013
 CQ0013                          SUPERSEDED SURVEY CONTROL
 CQ0013
 CQ0013  NGVD 29 (??/??/??)   20.827  (m)           68.33   (f) ADJUSTED    1 1
 CQ0013
 CQ0013.Superseded values are not recommended for survey control.
 CQ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0013.See file dsdata.txt to determine how the superseded data were derived.
 CQ0013
 CQ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR868964(NAD 83)
 CQ0013_MARKER: DB = BENCH MARK DISK
 CQ0013_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0013_SP_SET: 39 FEET
 CQ0013_STAMPING: J 242 1966
 CQ0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0013
 CQ0013  HISTORY     - Date     Condition        Report By
 CQ0013  HISTORY     - 1966     MONUMENTED       CGS
 CQ0013  HISTORY     - 1969     GOOD             CGS
 CQ0013  HISTORY     - 1980     GOOD             LOCSUR
 CQ0013  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0013  HISTORY     - 19961212 MARK NOT FOUND   USPSQD
 CQ0013  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CQ0013
 CQ0013                          STATION DESCRIPTION
 CQ0013
 CQ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0013'2.0 MI E FROM MONROE.
 CQ0013'ABOUT 2.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0013'STATION AT MONROE, IN SECTION 32, T 18 N, R 4 E, 37 FEET SOUTH OF THE
 CQ0013'SOUTH RAIL, 64 FEET NORTH OF THE CENTER LINE OF MILL HAVEN ROAD, 2
 CQ0013'FEET NORTH OF TELEPHONE POLE NUMBER 7992, 1.7 FEET EAST OF A METAL
 CQ0013'WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 7 FEET BELOW THE LEVEL
 CQ0013'OF THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 CQ0013'IS DRIVEN TO A DEPTH OF 39 FEET AND IS ENCASED IN A 5-INCH CAST IRON
 CQ0013'PIPE WHICH PROJECTS 5 INCHES.
 CQ0013
 CQ0013                          STATION RECOVERY (1969)
 CQ0013
 CQ0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0013'RECOVERED IN GOOD CONDITION.
 CQ0013
 CQ0013                          STATION RECOVERY (1980)
 CQ0013
 CQ0013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CQ0013'RECOVERED IN GOOD CONDITION.
 CQ0013
 CQ0013                          STATION RECOVERY (1990)
 CQ0013
 CQ0013'RECOVERY NOTE BY US POWER SQUADRON 1990 (DBA)
 CQ0013'MARK NOT FOUND.
 CQ0013
 CQ0013                          STATION RECOVERY (1996)
 CQ0013
 CQ0013'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0013'MARK NOT FOUND.
 CQ0013
 CQ0013                          STATION RECOVERY (1997)
 CQ0013
 CQ0013'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1862 ***********************************************************************
 CP1862  DESIGNATION -  J 243
 CP1862  PID         -  CP1862
 CP1862  STATE/COUNTY-  LA/CALDWELL
 CP1862  USGS QUAD   -  MASON (1983)
 CP1862
 CP1862                         *CURRENT SURVEY CONTROL
 CP1862  ___________________________________________________________________
 CP1862* NAD 83(1986)-  32 04 31.     (N)    091 56 06.     (W)     SCALED    
 CP1862* NAVD 88     -        19.49   (+/-2cm)      63.9    (feet)  VERTCON   
 CP1862  ___________________________________________________________________
 CP1862  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP1862
 CP1862  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1862
 CP1862.The horizontal coordinates were scaled from a topographic map and have
 CP1862.an estimated accuracy of +/- 6 seconds.
 CP1862
 CP1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1862.The vertical order pertains to the NGVD 29 superseded value.
 CP1862
 CP1862.The geoid height was determined by GEOID03.
 CP1862
 CP1862;                    North         East    Units  Estimated Accuracy
 CP1862;SPC LA N     -   174,800.    1,053,340.      MT  (+/- 180 meters Scaled)
 CP1862
 CP1862                          SUPERSEDED SURVEY CONTROL
 CP1862
 CP1862  NGVD 29 (??/??/92)   19.506  (m)           64.00   (f) ADJ UNCH    1 2
 CP1862
 CP1862.Superseded values are not recommended for survey control.
 CP1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1862.See file dsdata.txt to determine how the superseded data were derived.
 CP1862
 CP1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR005492(NAD 83)
 CP1862_MARKER: DB = BENCH MARK DISK
 CP1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1862_SP_SET: CONCRETE BASE
 CP1862_STAMPING: J 243 1966
 CP1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1862
 CP1862  HISTORY     - Date     Condition        Report By
 CP1862  HISTORY     - 1966     MONUMENTED       CGS
 CP1862  HISTORY     - 1981     MARK NOT FOUND   USGS
 CP1862
 CP1862                          STATION DESCRIPTION
 CP1862
 CP1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1862'7.45 MI W FROM FT NECESSITY.
 CP1862'ABOUT 7.45 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CP1862'FT. NECESSITY, IN SECTION 26, T 13 N, R 5 E, 15 FEET SOUTH OF THE
 CP1862'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 CP1862'CONCRETE BASE FOR THE SOUTH GUARD RAIL OF THE BOEUF RIVER RELIEF
 CP1862'BRIDGE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CP1862
 CP1862                          STATION RECOVERY (1981)
 CP1862
 CP1862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CP1862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1942 ***********************************************************************
 CP1942  DESIGNATION -  J 244
 CP1942  PID         -  CP1942
 CP1942  STATE/COUNTY-  LA/FRANKLIN
 CP1942  USGS QUAD   -  CROWVILLE (1983)
 CP1942
 CP1942                         *CURRENT SURVEY CONTROL
 CP1942  ___________________________________________________________________
 CP1942* NAD 83(1986)-  32 13 46.     (N)    091 36 06.     (W)     SCALED    
 CP1942* NAVD 88     -        26.67   (+/-2cm)      87.5    (feet)  VERTCON   
 CP1942  ___________________________________________________________________
 CP1942  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1942
 CP1942  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1942
 CP1942.The horizontal coordinates were scaled from a topographic map and have
 CP1942.an estimated accuracy of +/- 6 seconds.
 CP1942
 CP1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1942.The vertical order pertains to the NGVD 29 superseded value.
 CP1942
 CP1942.The geoid height was determined by GEOID03.
 CP1942
 CP1942;                    North         East    Units  Estimated Accuracy
 CP1942;SPC LA N     -   192,100.    1,084,670.      MT  (+/- 180 meters Scaled)
 CP1942
 CP1942                          SUPERSEDED SURVEY CONTROL
 CP1942
 CP1942  NGVD 29 (??/??/92)   26.691  (m)           87.57   (f) ADJ UNCH    1 2
 CP1942
 CP1942.Superseded values are not recommended for survey control.
 CP1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1942.See file dsdata.txt to determine how the superseded data were derived.
 CP1942
 CP1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR317667(NAD 83)
 CP1942_MARKER: DB = BENCH MARK DISK
 CP1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1942_STAMPING: J 244 1966
 CP1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1942+STABILITY: SURFACE MOTION
 CP1942
 CP1942  HISTORY     - Date     Condition        Report By
 CP1942  HISTORY     - 1966     MONUMENTED       CGS
 CP1942  HISTORY     - 1991     GOOD             USPSQD
 CP1942
 CP1942                          STATION DESCRIPTION
 CP1942
 CP1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1942'1.0 MI SW FROM CROWVILLE.
 CP1942'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1942'AT CROWVILLE, IN SECTION 1, T 14 N, R 8 E, ON PROPERTY BELONGING TO
 CP1942'MRS. ROUTH PARKER, ABOUT IN LINE WITH A SMALL ROW OF PINE TREES AND
 CP1942'ABOUT MIDWAY BETWEEN 2 PINE TREES, 113 FEET SOUTHEAST OF THE CENTER
 CP1942'LINE OF THE HIGHWAY, 100 FEET NORTH OF THE NORTH CORNER OF THE PARKER
 CP1942'RESIDENCE, 41 FEET SOUTHEAST OF A 24-INCH OAK TREE, 35 FEET NORTHEAST
 CP1942'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3 1/2 FEET SOUTHWEST OF A
 CP1942'FENCE, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 CP1942'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CP1942'PROJECTING 4 INCHES.
 CP1942
 CP1942                          STATION RECOVERY (1991)
 CP1942
 CP1942'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1734 ***********************************************************************
 CP1734  DESIGNATION -  J 245
 CP1734  PID         -  CP1734
 CP1734  STATE/COUNTY-  LA/RICHLAND
 CP1734  USGS QUAD   -  DUNN (1987)
 CP1734
 CP1734                         *CURRENT SURVEY CONTROL
 CP1734  ___________________________________________________________________
 CP1734* NAD 83(1986)-  32 27 57.     (N)    091 36 18.     (W)     SCALED    
 CP1734* NAVD 88     -        25.004  (meters)      82.03   (feet)  ADJUSTED  
 CP1734  ___________________________________________________________________
 CP1734  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CP1734  DYNAMIC HT  -          24.976 (meters)      81.94  (feet)  COMP
 CP1734  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CP1734
 CP1734  VERT ORDER  -  FIRST     CLASS I
 CP1734
 CP1734.The horizontal coordinates were scaled from a topographic map and have
 CP1734.an estimated accuracy of +/- 6 seconds.
 CP1734
 CP1734.The orthometric height was determined by differential leveling
 CP1734.and adjusted by the National Geodetic Survey in June 1991..
 CP1734
 CP1734.The geoid height was determined by GEOID03.
 CP1734
 CP1734.The dynamic height is computed by dividing the NAVD 88
 CP1734.geopotential number by the normal gravity value computed on the
 CP1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1734.degrees latitude (g = 980.6199 gals.).
 CP1734
 CP1734.The modeled gravity was interpolated from observed gravity values.
 CP1734
 CP1734;                    North         East    Units  Estimated Accuracy
 CP1734;SPC LA N     -   218,310.    1,084,140.      MT  (+/- 180 meters Scaled)
 CP1734
 CP1734                          SUPERSEDED SURVEY CONTROL
 CP1734
 CP1734  NGVD 29 (??/??/??)   25.027  (m)           82.11   (f) ADJUSTED    1 1
 CP1734
 CP1734.Superseded values are not recommended for survey control.
 CP1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1734.See file dsdata.txt to determine how the superseded data were derived.
 CP1734
 CP1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR311929(NAD 83)
 CP1734_MARKER: DB = BENCH MARK DISK
 CP1734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1734_SP_SET: BRIDGE WINGWALL
 CP1734_STAMPING: J 245 1966
 CP1734_MARK LOGO: CGS   
 CP1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1734+STABILITY: SURFACE MOTION
 CP1734
 CP1734  HISTORY     - Date     Condition        Report By
 CP1734  HISTORY     - 1966     MONUMENTED       CGS
 CP1734  HISTORY     - 1977     GOOD             LADTD
 CP1734  HISTORY     - 1985     GOOD             LADTD
 CP1734
 CP1734                          STATION DESCRIPTION
 CP1734
 CP1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1734'6.6 MI W FROM DELHI.
 CP1734'6.6 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1734'DELHI, IN SECTION 12, T 17 N, R 8 E, ABOUT 2 POLES EAST OF MILEPOST
 CP1734'42, 154 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE SOUTH END
 CP1734'OF THE EAST CONCRETE ABUTMENT OF THE FIRST CONCRETE HIGHWAY BRIDGE
 CP1734'EAST OF THE BRIDGE OVER BIG CREEK, 15 FEET SOUTH OF THE CENTER LINE OF
 CP1734'U.S. HIGHWAY 80, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CP1734
 CP1734                          STATION RECOVERY (1977)
 CP1734
 CP1734'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 CP1734'RECOVERED IN GOOD CONDITION.
 CP1734
 CP1734                          STATION RECOVERY (1985)
 CP1734
 CP1734'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP1734'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 2.1 KM
 CP1734'(1.3 MI) EAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U S HIGHWAY 80
 CP1734'AND STATE HIGHWAY 183 IN HOLLY RIDGE TO THE BENCH MARK ON THE SOUTH
 CP1734'SIDE OF THE HIGHWAY SET IN THE SOUTHEAST WINGWALL OF A BRIDGE, 4.9
 CP1734'METERS (16 FEET) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 80 AND 0.31
 CP1734'METERS (1 FOOT) SOUTH OF A CONCTETE GUARD RAIL.  THE MARK IS SET IN
 CP1734'THE SECOND BRIDGE EAST OF STATE HIGHWAY 183.
 CP1734'THE MARK IS 0.31 METERS  S FROM  A CONCRETE GUARDRAIL
 CP1734'THE MARK IS 0.31 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2415 ***********************************************************************
 CP2415  DESIGNATION -  J 246
 CP2415  PID         -  CP2415
 CP2415  STATE/COUNTY-  LA/RICHLAND
 CP2415  USGS QUAD   -  CREW LAKE (1982)
 CP2415
 CP2415                         *CURRENT SURVEY CONTROL
 CP2415  ___________________________________________________________________
 CP2415* NAD 83(1986)-  32 23 05.     (N)    091 56 55.     (W)     SCALED    
 CP2415* NAVD 88     -        19.510  (meters)      64.01   (feet)  ADJUSTED  
 CP2415  ___________________________________________________________________
 CP2415  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2415  DYNAMIC HT  -          19.488 (meters)      63.94  (feet)  COMP
 CP2415  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 CP2415
 CP2415  VERT ORDER  -  SECOND    CLASS I
 CP2415
 CP2415.The horizontal coordinates were scaled from a topographic map and have
 CP2415.an estimated accuracy of +/- 6 seconds.
 CP2415
 CP2415.The orthometric height was determined by differential leveling
 CP2415.and adjusted by the National Geodetic Survey in May 1997..
 CP2415
 CP2415.The geoid height was determined by GEOID03.
 CP2415
 CP2415.The dynamic height is computed by dividing the NAVD 88
 CP2415.geopotential number by the normal gravity value computed on the
 CP2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2415.degrees latitude (g = 980.6199 gals.).
 CP2415
 CP2415.The modeled gravity was interpolated from observed gravity values.
 CP2415
 CP2415;                    North         East    Units  Estimated Accuracy
 CP2415;SPC LA N     -   209,100.    1,051,880.      MT  (+/- 180 meters Scaled)
 CP2415
 CP2415                          SUPERSEDED SURVEY CONTROL
 CP2415
 CP2415.No superseded survey control is available for this station.
 CP2415
 CP2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR988835(NAD 83)
 CP2415_MARKER: DB = BENCH MARK DISK
 CP2415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP2415_SP_SET: CONCRETE HEADWALL
 CP2415_STAMPING: J 246 1966
 CP2415_MARK LOGO: CGS   
 CP2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2415+STABILITY: SURFACE MOTION
 CP2415
 CP2415  HISTORY     - Date     Condition        Report By
 CP2415  HISTORY     - 1966     MONUMENTED       CGS
 CP2415  HISTORY     - 1983     GOOD             LADTD
 CP2415
 CP2415                          STATION DESCRIPTION
 CP2415
 CP2415'DESCRIBED BY LA TRANSP AND DEV 1983
 CP2415'9.5 KM (5.9 MI) NW FROM ALTO.
 CP2415'ABOUT 9.5 KM (5.9 MILES) NORTHWEST ALONG STATE HIGHWAY 15 FROM THE
 CP2415'POST OFFICE AT ALTO, IN SECTION 10, T 16 N, R 5 E, 8.2 METERS (27
 CP2415'FEET) NORTH OF THE CENTER LINE OF HIGHWAY 15, SET IN THE TOP OF THE
 CP2415'EAST END OF THE NORTH CONCRETE HEADWALL OF A TRIPLE-CHANNELED CULVERT.
 CP2415'THE MARK IS ABOVE LEVEL WITH HIGHWAY 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1918 ***********************************************************************
 CP1918  DESIGNATION -  J 247
 CP1918  PID         -  CP1918
 CP1918  STATE/COUNTY-  LA/FRANKLIN
 CP1918  USGS QUAD   -  COMO (1983)
 CP1918
 CP1918                         *CURRENT SURVEY CONTROL
 CP1918  ___________________________________________________________________
 CP1918* NAD 83(1986)-  32 05 33.     (N)    091 34 26.     (W)     SCALED    
 CP1918* NAVD 88     -        20.03   (+/-2cm)      65.7    (feet)  VERTCON   
 CP1918  ___________________________________________________________________
 CP1918  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1918
 CP1918  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1918
 CP1918.The horizontal coordinates were scaled from a topographic map and have
 CP1918.an estimated accuracy of +/- 6 seconds.
 CP1918
 CP1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1918.The vertical order pertains to the NGVD 29 superseded value.
 CP1918
 CP1918.The geoid height was determined by GEOID03.
 CP1918
 CP1918;                    North         East    Units  Estimated Accuracy
 CP1918;SPC LA N     -   176,940.    1,087,420.      MT  (+/- 180 meters Scaled)
 CP1918
 CP1918                          SUPERSEDED SURVEY CONTROL
 CP1918
 CP1918  NGVD 29 (??/??/92)   20.041  (m)           65.75   (f) ADJ UNCH    1 2
 CP1918
 CP1918.Superseded values are not recommended for survey control.
 CP1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1918.See file dsdata.txt to determine how the superseded data were derived.
 CP1918
 CP1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR345515(NAD 83)
 CP1918_MARKER: DB = BENCH MARK DISK
 CP1918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1918_SP_SET: CULVERT
 CP1918_STAMPING: J 247 1966
 CP1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1918
 CP1918  HISTORY     - Date     Condition        Report By
 CP1918  HISTORY     - 1966     MONUMENTED       CGS
 CP1918
 CP1918                          STATION DESCRIPTION
 CP1918
 CP1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1918'10.9 MI SE FROM WINNSBORO.
 CP1918'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1918'WINNSBORO, THENCE 10.5 MILES SOUTHEAST ALONG STATE HIGHWAY 4, IN
 CP1918'SECTION 20 T 13 N, R 9 E, AT THE EAST EDGE OF A BOAT LAUNCHING AREA,
 CP1918'28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF
 CP1918'THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, AND
 CP1918'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1469 ***********************************************************************
 BW1469  DESIGNATION -  J 248
 BW1469  PID         -  BW1469
 BW1469  STATE/COUNTY-  LA/CONCORDIA
 BW1469  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1469
 BW1469                         *CURRENT SURVEY CONTROL
 BW1469  ___________________________________________________________________
 BW1469* NAD 83(1986)-  31 42 50.     (N)    091 32 18.     (W)     SCALED    
 BW1469* NAVD 88     -        17.51   (+/-2cm)      57.4    (feet)  VERTCON   
 BW1469  ___________________________________________________________________
 BW1469  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1469
 BW1469  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1469
 BW1469.The horizontal coordinates were scaled from a topographic map and have
 BW1469.an estimated accuracy of +/- 6 seconds.
 BW1469
 BW1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1469.The vertical order pertains to the NGVD 29 superseded value.
 BW1469
 BW1469.The geoid height was determined by GEOID03.
 BW1469
 BW1469;                    North         East    Units  Estimated Accuracy
 BW1469;SPC LA N     -   134,990.    1,091,140.      MT  (+/- 180 meters Scaled)
 BW1469
 BW1469                          SUPERSEDED SURVEY CONTROL
 BW1469
 BW1469  NGVD 29 (??/??/92)   17.513  (m)           57.46   (f) ADJ UNCH    1 2
 BW1469
 BW1469.Superseded values are not recommended for survey control.
 BW1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1469.See file dsdata.txt to determine how the superseded data were derived.
 BW1469
 BW1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR384096(NAD 83)
 BW1469_MARKER: DB = BENCH MARK DISK
 BW1469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1469_SP_SET: CULVERT
 BW1469_STAMPING: J-248 (1966)
 BW1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1469
 BW1469  HISTORY     - Date     Condition        Report By
 BW1469  HISTORY     - 1966     MONUMENTED       CGS
 BW1469  HISTORY     - 1975     GOOD             LADTD
 BW1469  HISTORY     - 1977     GOOD             NGS
 BW1469  HISTORY     - 20050318 GOOD             USPSQD
 BW1469
 BW1469                          STATION DESCRIPTION
 BW1469
 BW1469'DESCRIBED BY LA TRANSP AND DEV 1975
 BW1469'0.6 MI SE FROM CLAYTON.
 BW1469'THE MARK IS 5.4 MILES NORTH OF FERRIDAY HIGH SCHOOL ALONG LA. HWY. 15.
 BW1469'THE DISK IS SET SOUTH END OF THE WEST HEADWALL OF A CONC. BOX CULVERT
 BW1469'HAVING HEADWALLS AND WINGWALLS THAT CROSSES LA-HWY 15.  IT IS 124.2
 BW1469'FT. NORTH OF THE INTERSECTION OF THE CENTER OF LA. HWY 15 AND THE
 BW1469'CENTER OF A RAILROAD TRACK AND IS 37.6 FT. WEST OF THE CENTER OF LA.
 BW1469'HWY. 15. IT IS 162 FT. SOUTH OF THE CLAYTON CORP. LIMITS SIGN AND IS
 BW1469'06.0 FT. RT. STA. 399+33 OF STATE PROJECT 26-03-12.
 BW1469
 BW1469                          STATION RECOVERY (1977)
 BW1469
 BW1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW1469'RECOVERED IN GOOD CONDITION.
 BW1469
 BW1469                          STATION RECOVERY (2005)
 BW1469
 BW1469'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2240 ***********************************************************************
 CP2240  DESIGNATION -  J 25
 CP2240  PID         -  CP2240
 CP2240  STATE/COUNTY-  LA/MOREHOUSE
 CP2240  USGS QUAD   -  BEEKMAN (1988)
 CP2240
 CP2240                         *CURRENT SURVEY CONTROL
 CP2240  ___________________________________________________________________
 CP2240* NAD 83(1986)-  32 59 19.     (N)    091 55 36.     (W)     SCALED    
 CP2240* NAVD 88     -        37.191  (meters)     122.02   (feet)  ADJUSTED  
 CP2240  ___________________________________________________________________
 CP2240  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP2240  DYNAMIC HT  -          37.151 (meters)     121.89  (feet)  COMP
 CP2240  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 CP2240
 CP2240  VERT ORDER  -  SECOND    CLASS 0
 CP2240
 CP2240.The horizontal coordinates were scaled from a topographic map and have
 CP2240.an estimated accuracy of +/- 6 seconds.
 CP2240
 CP2240.The orthometric height was determined by differential leveling
 CP2240.and adjusted by the National Geodetic Survey in June 1991..
 CP2240
 CP2240.The geoid height was determined by GEOID03.
 CP2240
 CP2240.The dynamic height is computed by dividing the NAVD 88
 CP2240.geopotential number by the normal gravity value computed on the
 CP2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2240.degrees latitude (g = 980.6199 gals.).
 CP2240
 CP2240.The modeled gravity was interpolated from observed gravity values.
 CP2240
 CP2240;                    North         East    Units  Estimated Accuracy
 CP2240;SPC LA N     -   276,080.    1,053,590.      MT  (+/- 180 meters Scaled)
 CP2240
 CP2240                          SUPERSEDED SURVEY CONTROL
 CP2240
 CP2240  NGVD 29 (??/??/92)   37.269  (m)          122.27   (f) ADJ UNCH    2 0
 CP2240
 CP2240.Superseded values are not recommended for survey control.
 CP2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2240.See file dsdata.txt to determine how the superseded data were derived.
 CP2240
 CP2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS002505(NAD 83)
 CP2240_MARKER: DB = BENCH MARK DISK
 CP2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2240_STAMPING: J-25 1935
 CP2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2240+STABILITY: SURFACE MOTION
 CP2240
 CP2240  HISTORY     - Date     Condition        Report By
 CP2240  HISTORY     - 1935     MONUMENTED       CGS
 CP2240
 CP2240                          STATION DESCRIPTION
 CP2240
 CP2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2240'10.7 MI S FROM CROSSETT, AR.
 CP2240'10.7 MILES SOUTH OF, ALONG ST. HWY. NO. 133, FROM STATION. OUTSIDE OF
 CP2240'CURVE.  BETWEEN TWO PINE TREES 7 FT. APART, 1.6 FT. IN DIAMETER AT
 CP2240'BASE.  ABOUT 0.3 MILE SOUTH OF CROSS ROAD.  ABOUT 0.1 MILE NORTHWEST
 CP2240'OF WOODEN HIGHWAY BRIDGE WITH WOODEN SIDE RAILS.  102 FEET SOUTHWEST
 CP2240'OF TELEPHONE POLE BRACED 2 WAYS WITH POLES.  27 FEET WEST OF
 CP2240'CENTERLINE OF ST. HWY. 133.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1201 ***********************************************************************
 BJ1201  DESIGNATION -  J 250
 BJ1201  PID         -  BJ1201
 BJ1201  STATE/COUNTY-  LA/AVOYELLES
 BJ1201  USGS QUAD   -  PLAUCHEVILLE (1994)
 BJ1201
 BJ1201                         *CURRENT SURVEY CONTROL
 BJ1201  ___________________________________________________________________
 BJ1201* NAD 83(1986)-  30 59 43.     (N)    091 53 14.     (W)     SCALED    
 BJ1201* NAVD 88     -        15.304  (meters)      50.21   (feet)  ADJUSTED  
 BJ1201  ___________________________________________________________________
 BJ1201  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ1201  DYNAMIC HT  -          15.284 (meters)      50.14  (feet)  COMP
 BJ1201  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 BJ1201
 BJ1201  VERT ORDER  -  FIRST     CLASS I
 BJ1201
 BJ1201.The horizontal coordinates were scaled from a topographic map and have
 BJ1201.an estimated accuracy of +/- 6 seconds.
 BJ1201
 BJ1201.The orthometric height was determined by differential leveling
 BJ1201.and adjusted by the National Geodetic Survey in February 1994..
 BJ1201
 BJ1201.The geoid height was determined by GEOID03.
 BJ1201
 BJ1201.The dynamic height is computed by dividing the NAVD 88
 BJ1201.geopotential number by the normal gravity value computed on the
 BJ1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1201.degrees latitude (g = 980.6199 gals.).
 BJ1201
 BJ1201.The modeled gravity was interpolated from observed gravity values.
 BJ1201
 BJ1201;                    North         East    Units  Estimated Accuracy
 BJ1201;SPC LA N     -    55,080.    1,058,530.      MT  (+/- 180 meters Scaled)
 BJ1201
 BJ1201                          SUPERSEDED SURVEY CONTROL
 BJ1201
 BJ1201  NAVD 88 (06/15/91)   15.328  (m)           50.29   (f) UNKNOWN     1 1
 BJ1201  NGVD 29 (??/??/??)   15.283  (m)           50.14   (f) ADJUSTED    1 1
 BJ1201
 BJ1201.Superseded values are not recommended for survey control.
 BJ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1201.See file dsdata.txt to determine how the superseded data were derived.
 BJ1201
 BJ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ062296(NAD 83)
 BJ1201_MARKER: DB = BENCH MARK DISK
 BJ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1201_STAMPING: J 250 1966
 BJ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1201+STABILITY: SURFACE MOTION
 BJ1201
 BJ1201  HISTORY     - Date     Condition        Report By
 BJ1201  HISTORY     - 1966     MONUMENTED       CGS
 BJ1201  HISTORY     - 1977     GOOD             NGS
 BJ1201
 BJ1201                          STATION DESCRIPTION
 BJ1201
 BJ1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ1201'4.6 MI W FROM SIMMESPORT.
 BJ1201'ABOUT 4.6 MILES WEST ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING
 BJ1201'CATHOLIC CHURCH AT SIMMESPORT, IN SECTION 5, T 1 S, R 5 E, AT THE
 BJ1201'NORTH AND MAIN ENTRANCE TO THE ROSEWOOD PLANTATION AND AIRPORT, 75
 BJ1201'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF THE
 BJ1201'CENTER LINE OF THE ENTRANCE ROAD, 2 FEET NORTH OF A FENCE, 2.0 FEET
 BJ1201'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 BJ1201'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 BJ1201'INCHES.
 BJ1201
 BJ1201                          STATION RECOVERY (1977)
 BJ1201
 BJ1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ1201'4.7 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ1201'HIGHWAYS 1 AND 105 AT SIMMESPORT, AT THE NORTH AND MAIN
 BJ1201'ENTRANCE TO THE ROSEWOOD PLANTATION AND AIRPORT, 75 FEET SOUTH
 BJ1201'OF THE CENTER LINE OF HIGHWAY, 20 FEET OF CENTER LINE OF
 BJ1201'ENTRANCE ROAD, 2 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0684 ***********************************************************************
 BX0684  DESIGNATION -  J 252
 BX0684  PID         -  BX0684
 BX0684  STATE/COUNTY-  LA/RAPIDES
 BX0684  USGS QUAD   -  BALL (1993)
 BX0684
 BX0684                         *CURRENT SURVEY CONTROL
 BX0684  ___________________________________________________________________
 BX0684* NAD 83(1986)-  31 23 58.     (N)    092 25 11.     (W)     SCALED    
 BX0684* NAVD 88     -        40.03   (+/-2cm)     131.3    (feet)  VERTCON   
 BX0684  ___________________________________________________________________
 BX0684  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX0684
 BX0684  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0684
 BX0684.The horizontal coordinates were scaled from a topographic map and have
 BX0684.an estimated accuracy of +/- 6 seconds.
 BX0684
 BX0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0684.The vertical order pertains to the NGVD 29 superseded value.
 BX0684
 BX0684.The geoid height was determined by GEOID03.
 BX0684
 BX0684;                    North         East    Units  Estimated Accuracy
 BX0684;SPC LA N     -    99,730.    1,007,630.      MT  (+/- 180 meters Scaled)
 BX0684
 BX0684                          SUPERSEDED SURVEY CONTROL
 BX0684
 BX0684  NGVD 29 (??/??/??)   40.015  (m)          131.28   (f) ADJUSTED    1 2
 BX0684
 BX0684.Superseded values are not recommended for survey control.
 BX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0684.See file dsdata.txt to determine how the superseded data were derived.
 BX0684
 BX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ551740(NAD 83)
 BX0684_MARKER: DB = BENCH MARK DISK
 BX0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0684_SP_SET: BRIDGE ABUTMENT
 BX0684_STAMPING: J 252 1966
 BX0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0684
 BX0684  HISTORY     - Date     Condition        Report By
 BX0684  HISTORY     - 1966     MONUMENTED       CGS
 BX0684
 BX0684                          STATION DESCRIPTION
 BX0684
 BX0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0684'0.9 MI N FROM TIOGA.
 BX0684'ABOUT 0.9 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE HIGH
 BX0684'SCHOOL AT TIOGA, IN SECTION 24, T 5 N, R 1 W, 7 RAILS NORTH OF A
 BX0684'SWITCH STAND AT THE NORTH END OF A SIDING, 57 FEET WEST ACROSS THE
 BX0684'TRACK FROM MILEPOST 591.10, 7 FEET WEST OF THE WEST RAIL, SET IN THE
 BX0684'TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE NUMBER
 BX0684'591.3 OVER FLAGON CREEK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 BX0684'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1217 ***********************************************************************
 BW1217  DESIGNATION -  J 253
 BW1217  PID         -  BW1217
 BW1217  STATE/COUNTY-  LA/CONCORDIA
 BW1217  USGS QUAD   -  FAIRVIEW (1983)
 BW1217
 BW1217                         *CURRENT SURVEY CONTROL
 BW1217  ___________________________________________________________________
 BW1217* NAD 83(1986)-  31 19 54.     (N)    091 32 56.     (W)     SCALED    
 BW1217* NAVD 88     -        16.04   (+/-2cm)      52.6    (feet)  VERTCON   
 BW1217  ___________________________________________________________________
 BW1217  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW1217
 BW1217  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1217
 BW1217.The horizontal coordinates were scaled from a topographic map and have
 BW1217.an estimated accuracy of +/- 6 seconds.
 BW1217
 BW1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1217.The vertical order pertains to the NGVD 29 superseded value.
 BW1217
 BW1217.The geoid height was determined by GEOID03.
 BW1217
 BW1217;                    North         East    Units  Estimated Accuracy
 BW1217;SPC LA N     -    92,610.    1,090,520.      MT  (+/- 180 meters Scaled)
 BW1217
 BW1217                          SUPERSEDED SURVEY CONTROL
 BW1217
 BW1217  NGVD 29 (??/??/92)   16.03   (m)           52.6    (f) COMPUTED    1 2
 BW1217
 BW1217.Superseded values are not recommended for survey control.
 BW1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1217.See file dsdata.txt to determine how the superseded data were derived.
 BW1217
 BW1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ380672(NAD 83)
 BW1217_MARKER: DB = BENCH MARK DISK
 BW1217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1217_SP_SET: FOUNDATION
 BW1217_STAMPING: J 253 1966
 BW1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1217
 BW1217  HISTORY     - Date     Condition        Report By
 BW1217  HISTORY     - 1966     MONUMENTED       CGS
 BW1217  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1217
 BW1217                          STATION DESCRIPTION
 BW1217
 BW1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1217'16.85 MI NE FROM SHAW.
 BW1217'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1217'SCHOOLHOUSE AT SHAW, THENCE 9.2 MILES NORTHEAST ALONG A GRAVELED ROAD,
 BW1217'IN SECTION 5, T 4 N, R 9 E, AT OIL WELL NUMBER 1 HUMBLE OIL AND
 BW1217'REFINING COMPANY JAMES BRIDWELL PERMIT NUMBER 112530, 390 FEET SOUTH
 BW1217'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTHWEST CORNER
 BW1217'OF THE CONCRETE FOUNDATION OF A LARGE PUMP, 220 FEET SOUTH OF A WIRE
 BW1217'GATE ACROSS THE ENTRANCE TO THE WELL, ABOUT 30 FEET BELOW THE LEVEL OF
 BW1217'THE ROAD, AND ABOUT 2 FEET ABOVE THE GROUND.
 BW1217
 BW1217                          STATION RECOVERY (1979)
 BW1217
 BW1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1217'NOT RECOVERED, THOROUGH SEARCH MADE FOR THIS MARK, OLD FOUNDATION OF
 BW1217'THE OIL WELL IS NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0015 ***********************************************************************
 BW0015  DESIGNATION -  J 254
 BW0015  PID         -  BW0015
 BW0015  STATE/COUNTY-  LA/CONCORDIA
 BW0015  USGS QUAD   -  FORT ADAMS (1965)
 BW0015
 BW0015                         *CURRENT SURVEY CONTROL
 BW0015  ___________________________________________________________________
 BW0015* NAD 83(1986)-  31 05 06.     (N)    091 36 41.     (W)     SCALED    
 BW0015* NAVD 88     -        22.110  (meters)      72.54   (feet)  ADJUSTED  
 BW0015  ___________________________________________________________________
 BW0015  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BW0015  DYNAMIC HT  -          22.083 (meters)      72.45  (feet)  COMP
 BW0015  MODELED GRAV-     979,397.2   (mgal)                       NAVD 88
 BW0015
 BW0015  VERT ORDER  -  FIRST     CLASS I
 BW0015
 BW0015.The horizontal coordinates were scaled from a topographic map and have
 BW0015.an estimated accuracy of +/- 6 seconds.
 BW0015
 BW0015.The orthometric height was determined by differential leveling
 BW0015.and adjusted by the National Geodetic Survey in February 1994..
 BW0015
 BW0015.The geoid height was determined by GEOID03.
 BW0015
 BW0015.The dynamic height is computed by dividing the NAVD 88
 BW0015.geopotential number by the normal gravity value computed on the
 BW0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0015.degrees latitude (g = 980.6199 gals.).
 BW0015
 BW0015.The modeled gravity was interpolated from observed gravity values.
 BW0015
 BW0015;                    North         East    Units  Estimated Accuracy
 BW0015;SPC LA N     -    65,210.    1,084,790.      MT  (+/- 180 meters Scaled)
 BW0015
 BW0015                          SUPERSEDED SURVEY CONTROL
 BW0015
 BW0015  NAVD 88 (06/15/91)   22.134  (m)           72.62   (f) UNKNOWN     1 1
 BW0015  NGVD 29 (??/??/??)   22.085  (m)           72.46   (f) ADJUSTED    1 1
 BW0015
 BW0015.Superseded values are not recommended for survey control.
 BW0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0015.See file dsdata.txt to determine how the superseded data were derived.
 BW0015
 BW0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ324398(NAD 83)
 BW0015_MARKER: DB = BENCH MARK DISK
 BW0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0015_SP_SET: PILLAR
 BW0015_STAMPING: J 254 1966
 BW0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0015
 BW0015  HISTORY     - Date     Condition        Report By
 BW0015  HISTORY     - 1966     MONUMENTED       CGS
 BW0015  HISTORY     - 1976     GOOD             NGS
 BW0015
 BW0015                          STATION DESCRIPTION
 BW0015
 BW0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0015'8.25 MI S FROM SHAW.
 BW0015'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW0015'SCHOOLHOUSE AT SHAW, THENCE 3.1 MILES SOUTH ALONG A GRAVELED ROAD
 BW0015'WHICH PARALLELS THE WEST SIDE OF STATE HIGHWAY 15, THENCE 2.5 MILES
 BW0015'SOUTH ALONG STATE HIGHWAY 15, OR ABOUT 10.6 MILES NORTHEAST ALONG
 BW0015'STATE HIGHWAY 15 FROM THE LOCKS AT OLD RIVER, IN SECTION 42, T 2 N, R
 BW0015'9 E, AT THE NORTHWEST END OF THE OVERBANK OUTFLOW STRUCTURE OF OLD
 BW0015'RIVER, 17 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BW0015'TOP OF THE CONCRETE ABUTMENT OF A BRIDGE AND THE STRUCTURE, 1 FOOT
 BW0015'SOUTHWEST OF A TRACK, 10 INCHES NORTHEAST OF A CONCRETE PILLAR FOR A
 BW0015'GUARD RAIL BETWEEN THE HIGHWAY AND THE STRUCTURE, AND ABOUT 8 INCHES
 BW0015'ABOVE THE LEVEL OF THE HIGHWAY.
 BW0015
 BW0015                          STATION RECOVERY (1976)
 BW0015
 BW0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0015'8.0 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0015'HIGHWAY 190 AT SHAW, AT THE NORTHWEST END OF THE OVERBANK OUTFLOW
 BW0015'STRUCTURE OF OLD RIVER, 17 FT. NORTHEAST OF THE CENTER LINE OF THE
 BW0015'HIGHWAY SET IN TOP OF THE CONCRETE ABUTMENT OF BRIDGE AND THE
 BW0015'STRUCTUUE, 1 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 10
 BW0015'INCHES NORTHEAST OF NORTHEAST EDGE OF A CONCRETE GUARD RAIL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1389 ***********************************************************************
 CP1389  DESIGNATION -  J 255
 CP1389  PID         -  CP1389
 CP1389  STATE/COUNTY-  LA/MADISON
 CP1389  USGS QUAD   -  DELHI (1986)
 CP1389
 CP1389                         *CURRENT SURVEY CONTROL
 CP1389  ___________________________________________________________________
 CP1389* NAD 83(1986)-  32 26 29.     (N)    091 23 59.     (W)     SCALED    
 CP1389* NAVD 88     -        23.834  (meters)      78.20   (feet)  ADJUSTED  
 CP1389  ___________________________________________________________________
 CP1389  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1389  DYNAMIC HT  -          23.807 (meters)      78.11  (feet)  COMP
 CP1389  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CP1389
 CP1389  VERT ORDER  -  FIRST     CLASS I
 CP1389
 CP1389.The horizontal coordinates were scaled from a topographic map and have
 CP1389.an estimated accuracy of +/- 6 seconds.
 CP1389
 CP1389.The orthometric height was determined by differential leveling
 CP1389.and adjusted by the National Geodetic Survey in June 1991..
 CP1389
 CP1389.The geoid height was determined by GEOID03.
 CP1389
 CP1389.The dynamic height is computed by dividing the NAVD 88
 CP1389.geopotential number by the normal gravity value computed on the
 CP1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1389.degrees latitude (g = 980.6199 gals.).
 CP1389
 CP1389.The modeled gravity was interpolated from observed gravity values.
 CP1389
 CP1389;                    North         East    Units  Estimated Accuracy
 CP1389;SPC LA N     -   215,780.    1,103,460.      MT  (+/- 180 meters Scaled)
 CP1389
 CP1389                          SUPERSEDED SURVEY CONTROL
 CP1389
 CP1389  NGVD 29 (??/??/??)   23.849  (m)           78.24   (f) ADJUSTED    1 1
 CP1389
 CP1389.Superseded values are not recommended for survey control.
 CP1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1389.See file dsdata.txt to determine how the superseded data were derived.
 CP1389
 CP1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR504904(NAD 83)
 CP1389_MARKER: DB = BENCH MARK DISK
 CP1389_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1389_SP_SET: 78 1/2 FT
 CP1389_STAMPING: J 255 1968
 CP1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1389
 CP1389  HISTORY     - Date     Condition        Report By
 CP1389  HISTORY     - 1968     MONUMENTED       CGS
 CP1389
 CP1389                          STATION DESCRIPTION
 CP1389
 CP1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1389'5.7 MI E FROM DELHI.
 CP1389'5.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1389'DELHI, IN SECTION 24, T 17 N, R 10 E, 0.4 MILE EAST OF MILEPOST 30, 54
 CP1389'FEET NORTH OF THE NORTH RAIL, 49 FEET SOUTH OF THE CENTER LINE OF U.S.
 CP1389'HIGHWAY 80, 66 FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE
 CP1389'DRIVEWAY, 94 FEET SOUTH AND ACROSS THE HIGHWAY FROM A POWER POLE WHICH
 CP1389'BEARS A TRANSFORMER, 0.9 FOOT WEST OF A METAL WITNESS POST, ABOUT 8
 CP1389'FEET BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CP1389'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 CP1389'TO A DEPTH OF 78 1/2 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE
 CP1389'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0954 ***********************************************************************
 CQ0954  DESIGNATION -  J 256
 CQ0954  PID         -  CQ0954
 CQ0954  STATE/COUNTY-  LA/LINCOLN
 CQ0954  USGS QUAD   -  RUSTON EAST (1994)
 CQ0954
 CQ0954                         *CURRENT SURVEY CONTROL
 CQ0954  ___________________________________________________________________
 CQ0954* NAD 83(1986)-  32 31 46.     (N)    092 30 39.     (W)     SCALED    
 CQ0954* NAVD 88     -        47.535  (meters)     155.95   (feet)  ADJUSTED  
 CQ0954  ___________________________________________________________________
 CQ0954  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0954  DYNAMIC HT  -          47.482 (meters)     155.78  (feet)  COMP
 CQ0954  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 CQ0954
 CQ0954  VERT ORDER  -  FIRST     CLASS I
 CQ0954
 CQ0954.The horizontal coordinates were scaled from a topographic map and have
 CQ0954.an estimated accuracy of +/- 6 seconds.
 CQ0954
 CQ0954.The orthometric height was determined by differential leveling
 CQ0954.and adjusted by the National Geodetic Survey in June 1991..
 CQ0954
 CQ0954.The geoid height was determined by GEOID03.
 CQ0954
 CQ0954.The dynamic height is computed by dividing the NAVD 88
 CQ0954.geopotential number by the normal gravity value computed on the
 CQ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0954.degrees latitude (g = 980.6199 gals.).
 CQ0954
 CQ0954.The modeled gravity was interpolated from observed gravity values.
 CQ0954
 CQ0954;                    North         East    Units  Estimated Accuracy
 CQ0954;SPC LA N     -   225,020.      998,980.      MT  (+/- 180 meters Scaled)
 CQ0954
 CQ0954                          SUPERSEDED SURVEY CONTROL
 CQ0954
 CQ0954  NGVD 29 (??/??/??)   47.598  (m)          156.16   (f) ADJUSTED    1 1
 CQ0954
 CQ0954.Superseded values are not recommended for survey control.
 CQ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0954.See file dsdata.txt to determine how the superseded data were derived.
 CQ0954
 CQ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR459992(NAD 83)
 CQ0954_MARKER: DB = BENCH MARK DISK
 CQ0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0954_SP_SET: CULVERT
 CQ0954_STAMPING: J 256 1968
 CQ0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0954
 CQ0954  HISTORY     - Date     Condition        Report By
 CQ0954  HISTORY     - 1968     MONUMENTED       CGS
 CQ0954  HISTORY     - 1969     GOOD             CGS
 CQ0954  HISTORY     - 1987     GOOD             USPSQD
 CQ0954
 CQ0954                          STATION DESCRIPTION
 CQ0954
 CQ0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0954'0.45 MI E FROM CHOUDRANT.
 CQ0954'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0954'CHOUDRANT, IN SECTION 19, T 18 N, R 1 W, 0.25 MILE EAST OF THE
 CQ0954'INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 145, 21 FEET NORTH OF
 CQ0954'THE CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE CENTER OF
 CQ0954'THE NORTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE
 CQ0954'HIGHWAY, 86 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 118
 CQ0954'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, AND ABOUT 2 FEET
 CQ0954'BELOW THE LEVEL OF THE HIGHWAY.
 CQ0954
 CQ0954                          STATION RECOVERY (1987)
 CQ0954
 CQ0954'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2038 ***********************************************************************
 CQ2038  DESIGNATION -  J 257
 CQ2038  PID         -  CQ2038
 CQ2038  STATE/COUNTY-  LA/BOSSIER
 CQ2038  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2038
 CQ2038                         *CURRENT SURVEY CONTROL
 CQ2038  ___________________________________________________________________
 CQ2038* NAD 83(1986)-  32 31 32.     (N)    093 41 29.     (W)     SCALED    
 CQ2038* NAVD 88     -        49.935  (meters)     163.83   (feet)  ADJUSTED  
 CQ2038  ___________________________________________________________________
 CQ2038  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2038  DYNAMIC HT  -          49.879 (meters)     163.64  (feet)  COMP
 CQ2038  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 CQ2038
 CQ2038  VERT ORDER  -  FIRST     CLASS I
 CQ2038
 CQ2038.The horizontal coordinates were scaled from a topographic map and have
 CQ2038.an estimated accuracy of +/- 6 seconds.
 CQ2038
 CQ2038.The orthometric height was determined by differential leveling
 CQ2038.and adjusted by the National Geodetic Survey in June 1991..
 CQ2038
 CQ2038.The geoid height was determined by GEOID03.
 CQ2038
 CQ2038.The dynamic height is computed by dividing the NAVD 88
 CQ2038.geopotential number by the normal gravity value computed on the
 CQ2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2038.degrees latitude (g = 980.6199 gals.).
 CQ2038
 CQ2038.The modeled gravity was interpolated from observed gravity values.
 CQ2038
 CQ2038;                    North         East    Units  Estimated Accuracy
 CQ2038;SPC LA N     -   225,200.      888,070.      MT  (+/- 180 meters Scaled)
 CQ2038
 CQ2038                          SUPERSEDED SURVEY CONTROL
 CQ2038
 CQ2038  NGVD 29 (??/??/??)   50.006  (m)          164.06   (f) ADJUSTED    1 1
 CQ2038
 CQ2038.Superseded values are not recommended for survey control.
 CQ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2038.See file dsdata.txt to determine how the superseded data were derived.
 CQ2038
 CQ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR350989(NAD 83)
 CQ2038_MARKER: DB = BENCH MARK DISK
 CQ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2038_STAMPING: J 257 1968
 CQ2038_MARK LOGO: CGS   
 CQ2038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2038+STABILITY: SURFACE MOTION
 CQ2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2038+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 CQ2038
 CQ2038  HISTORY     - Date     Condition        Report By
 CQ2038  HISTORY     - 1968     MONUMENTED       CGS
 CQ2038  HISTORY     - 1969     GOOD             CGS
 CQ2038  HISTORY     - 1975     GOOD             LADTD
 CQ2038  HISTORY     - 19921019 GOOD             BCED
 CQ2038  HISTORY     - 20020302 GOOD             USPSQD
 CQ2038  HISTORY     - 20031108 GOOD             USPSQD
 CQ2038
 CQ2038                          STATION DESCRIPTION
 CQ2038
 CQ2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2038'2.95 MI E FROM BOSSIER CITY.
 CQ2038'ABOUT 2.95 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2038'EAST END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY, IN
 CQ2038'SECTION 27, T 18 N, R 13 W, 180 FEET NORTH OF THE NORTH RAIL, 92 1/2
 CQ2038'FEET SOUTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 CQ2038'RAILROAD UNDERPASS FOR INTERSTATE HIGHWAY 20, 74 FEET WEST OF THE
 CQ2038'CENTER LINE OF STATE HIGHWAY 72, 42 1/2 FEET NORTH OF A CONCRETE
 CQ2038'HIGHWAY RIGHT-OF-WAY MARKER POST, 41 1/2 FEET NORTH OF A CORNER FENCE
 CQ2038'POST, 19 1/2 FEET WEST OF THE SOUTHWEST END OF A CONCRETE HEADWALL OF
 CQ2038'A CULVERT, 1 FOOT EAST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL
 CQ2038'WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 5 1/2
 CQ2038'FEET BELOW THE LEVEL OF THE STATE HIGHWAY, AND SET IN THE TOP OF A
 CQ2038'CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CQ2038
 CQ2038                          STATION RECOVERY (1975)
 CQ2038
 CQ2038'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 CQ2038'RECOVERED IN GOOD CONDITION.
 CQ2038
 CQ2038                          STATION RECOVERY (1992)
 CQ2038
 CQ2038'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2038'RECOVERED AS DESCRIBED.
 CQ2038
 CQ2038                          STATION RECOVERY (2002)
 CQ2038
 CQ2038'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2038'RECOVERED IN GOOD CONDITION.
 CQ2038
 CQ2038                          STATION RECOVERY (2003)
 CQ2038
 CQ2038'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1265 ***********************************************************************
 CQ1265  DESIGNATION -  J 258
 CQ1265  PID         -  CQ1265
 CQ1265  STATE/COUNTY-  LA/WEBSTER
 CQ1265  USGS QUAD   -  ADA (1986)
 CQ1265
 CQ1265                         *CURRENT SURVEY CONTROL
 CQ1265  ___________________________________________________________________
 CQ1265* NAD 83(1986)-  32 32 18.     (N)    093 14 59.     (W)     SCALED    
 CQ1265* NAVD 88     -        73.000  (meters)     239.50   (feet)  ADJUSTED  
 CQ1265  ___________________________________________________________________
 CQ1265  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ1265  DYNAMIC HT  -          72.918 (meters)     239.23  (feet)  COMP
 CQ1265  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CQ1265
 CQ1265  VERT ORDER  -  FIRST     CLASS I
 CQ1265
 CQ1265.The horizontal coordinates were scaled from a topographic map and have
 CQ1265.an estimated accuracy of +/- 6 seconds.
 CQ1265
 CQ1265.The orthometric height was determined by differential leveling
 CQ1265.and adjusted by the National Geodetic Survey in June 1991..
 CQ1265
 CQ1265.The geoid height was determined by GEOID03.
 CQ1265
 CQ1265.The dynamic height is computed by dividing the NAVD 88
 CQ1265.geopotential number by the normal gravity value computed on the
 CQ1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1265.degrees latitude (g = 980.6199 gals.).
 CQ1265
 CQ1265.The modeled gravity was interpolated from observed gravity values.
 CQ1265
 CQ1265;                    North         East    Units  Estimated Accuracy
 CQ1265;SPC LA N     -   226,250.      929,580.      MT  (+/- 180 meters Scaled)
 CQ1265
 CQ1265                          SUPERSEDED SURVEY CONTROL
 CQ1265
 CQ1265  NGVD 29 (??/??/??)   73.079  (m)          239.76   (f) ADJUSTED    1 1
 CQ1265
 CQ1265.Superseded values are not recommended for survey control.
 CQ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1265.See file dsdata.txt to determine how the superseded data were derived.
 CQ1265
 CQ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS765001(NAD 83)
 CQ1265_MARKER: DB = BENCH MARK DISK
 CQ1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1265_STAMPING: J 258 1969
 CQ1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1265+STABILITY: SURFACE MOTION
 CQ1265
 CQ1265  HISTORY     - Date     Condition        Report By
 CQ1265  HISTORY     - 1969     MONUMENTED       CGS
 CQ1265  HISTORY     - 1977     GOOD             NGS
 CQ1265  HISTORY     - 20000205 GOOD             USPSQD
 CQ1265
 CQ1265                          STATION DESCRIPTION
 CQ1265
 CQ1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1265'0.5 MI W FROM DUBBERLY.
 CQ1265'ABOUT 0.5 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ1265'OFFICE AT DUBBERLY, OR ABOUT 2.5 MILES EAST ALONG THE ILLINOIS CENTRAL
 CQ1265'RAILROAD FROM THE STATION AT SIBLEY, IN SECTION 24, T 18 N, R 9 W,
 CQ1265'0.15 MILE EAST OF MILEPOST 139, 58 FEET SOUTH OF THE SOUTH RAIL, 97
 CQ1265'FEET SOUTH AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 1058, 76
 CQ1265'FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A DIRT
 CQ1265'ROAD, 55 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 54 FEET
 CQ1265'SOUTHEAST OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A METAL WITNESS POST,
 CQ1265'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CQ1265'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1265
 CQ1265                          STATION RECOVERY (1977)
 CQ1265
 CQ1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1265'RECOVERED IN GOOD CONDITION.
 CQ1265
 CQ1265                          STATION RECOVERY (2000)
 CQ1265
 CQ1265'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2089 ***********************************************************************
 CQ2089  DESIGNATION -  J 259
 CQ2089  PID         -  CQ2089
 CQ2089  STATE/COUNTY-  LA/BOSSIER
 CQ2089  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2089
 CQ2089                         *CURRENT SURVEY CONTROL
 CQ2089  ___________________________________________________________________
 CQ2089* NAD 83(1986)-  32 30 11.     (N)    093 40 49.     (W)     SCALED    
 CQ2089* NAVD 88     -        51.14   (+/-2cm)     167.8    (feet)  VERTCON   
 CQ2089  ___________________________________________________________________
 CQ2089  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2089
 CQ2089  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2089
 CQ2089.The horizontal coordinates were scaled from a topographic map and have
 CQ2089.an estimated accuracy of +/- 6 seconds.
 CQ2089
 CQ2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2089.The vertical order pertains to the NGVD 29 superseded value.
 CQ2089
 CQ2089.The geoid height was determined by GEOID03.
 CQ2089
 CQ2089;                    North         East    Units  Estimated Accuracy
 CQ2089;SPC LA N     -   222,700.      889,090.      MT  (+/- 180 meters Scaled)
 CQ2089
 CQ2089                          SUPERSEDED SURVEY CONTROL
 CQ2089
 CQ2089  NGVD 29 (??/??/??)   51.211  (m)          168.01   (f) ADJUSTED    1 1
 CQ2089
 CQ2089.Superseded values are not recommended for survey control.
 CQ2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2089.See file dsdata.txt to determine how the superseded data were derived.
 CQ2089
 CQ2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR360964(NAD 83)
 CQ2089_MARKER: DB = BENCH MARK DISK
 CQ2089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ2089_SP_SET: MONUMENT
 CQ2089_STAMPING: J 259 1969
 CQ2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2089+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 CQ2089
 CQ2089  HISTORY     - Date     Condition        Report By
 CQ2089  HISTORY     - 1969     MONUMENTED       CGS
 CQ2089  HISTORY     - 1975     GOOD             NGS
 CQ2089  HISTORY     - 20040120 GOOD             ORBITE
 CQ2089
 CQ2089                          STATION DESCRIPTION
 CQ2089
 CQ2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2089'0.1 MI SW FROM BARKSDALE AIR FORCE BASE.
 CQ2089'ABOUT 0.1 MILE SOUTHWEST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ2089'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, IN SECTION 35, T 18
 CQ2089'N, R 13 W, 87 FEET NORTHEAST OF THE CENTER LINE OF A PAVED DRIVE WHICH
 CQ2089'DIVIDES BARKSDALE BOULEVARD WEST AND BARKSDALE BOULEVARD EAST, 83 1/2
 CQ2089'FEET SOUTHWEST OF THE BASE FLAG POLE, SET IN THE TOP OF THE SOUTHWEST
 CQ2089'SIDE OF A 3- X 5-FOOT ABANDONED CONCRETE FOUNDATION WHICH IS
 CQ2089'SURROUNDED BY A CONCRETE WALKWAY, 7 FEET SOUTHWEST OF A GRANITE
 CQ2089'MONUMENT, ABOUT LEVEL WITH THE SIDEWALK, AND ABOUT 1 FOOT ABOVE THE
 CQ2089'LEVEL OF THE BOULEVARD.
 CQ2089
 CQ2089                          STATION RECOVERY (1975)
 CQ2089
 CQ2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CQ2089'RECOVERED IN GOOD CONDITION.
 CQ2089
 CQ2089                          STATION RECOVERY (2004)
 CQ2089
 CQ2089'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 CQ2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1849 ***********************************************************************
 BW1849  DESIGNATION -  J 26 7 USE
 BW1849  PID         -  BW1849
 BW1849  STATE/COUNTY-  LA/CONCORDIA
 BW1849  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1849
 BW1849                         *CURRENT SURVEY CONTROL
 BW1849  ___________________________________________________________________
 BW1849* NAD 83(1986)-  31 38 03.     (N)    091 31 08.     (W)     SCALED    
 BW1849* NAVD 88     -        18.424  (meters)      60.45   (feet)  ADJUSTED  
 BW1849  ___________________________________________________________________
 BW1849  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW1849  DYNAMIC HT  -          18.402 (meters)      60.37  (feet)  COMP
 BW1849  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 BW1849
 BW1849  VERT ORDER  -  FIRST     CLASS II
 BW1849
 BW1849.The horizontal coordinates were scaled from a topographic map and have
 BW1849.an estimated accuracy of +/- 6 seconds.
 BW1849
 BW1849.The orthometric height was determined by differential leveling
 BW1849.and adjusted by the National Geodetic Survey in February 1994..
 BW1849
 BW1849.The geoid height was determined by GEOID03.
 BW1849
 BW1849.The dynamic height is computed by dividing the NAVD 88
 BW1849.geopotential number by the normal gravity value computed on the
 BW1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1849.degrees latitude (g = 980.6199 gals.).
 BW1849
 BW1849.The modeled gravity was interpolated from observed gravity values.
 BW1849
 BW1849;                    North         East    Units  Estimated Accuracy
 BW1849;SPC LA N     -   126,170.    1,093,070.      MT  (+/- 180 meters Scaled)
 BW1849
 BW1849                          SUPERSEDED SURVEY CONTROL
 BW1849
 BW1849  NAVD 88 (06/15/91)   18.441  (m)           60.50   (f) UNKNOWN     1 2
 BW1849  NGVD 29 (??/??/??)   18.426  (m)           60.45   (f) ADJUSTED    1 2
 BW1849
 BW1849.Superseded values are not recommended for survey control.
 BW1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1849.See file dsdata.txt to determine how the superseded data were derived.
 BW1849
 BW1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR404008(NAD 83)
 BW1849_MARKER: DD = SURVEY DISK
 BW1849_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1849_SP_SET: COPPER-CLAD STEEL ROD
 BW1849_STAMPING: J 26-7-77
 BW1849_PROJECTION: RECESSED 5 CENTIMETERS
 BW1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1849_ROD/PIPE-DEPTH: 45.7 meters
 BW1849
 BW1849  HISTORY     - Date     Condition        Report By
 BW1849  HISTORY     - 1977     MONUMENTED       USE
 BW1849  HISTORY     - 1979     GOOD             NGS
 BW1849
 BW1849                          STATION DESCRIPTION
 BW1849
 BW1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1849'6.6 MI SE FROM FERRIDAY.
 BW1849'3.75 MILES SOUTHEAST ALONG U.S. HIHWAYS 65 AND 84 FROM THE JUNCTION
 BW1849'OF THE MENTIONED HIGHWAYS AT FERRIDAY, THENCE 2.85 MILES NORTHEAST
 BW1849'ALONG STATE HIGHWAY 3196, 0.15 MILE NORTH OF THE JUNCTION OF A
 BW1849'GRAVEL ROAD LEADING WEST TO SOME STOCK PENS, 0.10 MILE WEST OF THE
 BW1849'HIGHWAY, 1 FOOT EAST OF A FENCE LINE, AND SURROUNDED BY THREE WOODEN
 BW1849'POST PAINTED YELLOW AT THIS TIME.
 BW1849'THE MARK IS 20 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1847 ***********************************************************************
 BW1847  DESIGNATION -  J 26 8 USE
 BW1847  PID         -  BW1847
 BW1847  STATE/COUNTY-  LA/CONCORDIA
 BW1847  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1847
 BW1847                         *CURRENT SURVEY CONTROL
 BW1847  ___________________________________________________________________
 BW1847* NAD 83(1986)-  31 36 35.     (N)    091 31 13.     (W)     SCALED    
 BW1847* NAVD 88     -        18.083  (meters)      59.33   (feet)  ADJUSTED  
 BW1847  ___________________________________________________________________
 BW1847  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW1847  DYNAMIC HT  -          18.061 (meters)      59.26  (feet)  COMP
 BW1847  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 BW1847
 BW1847  VERT ORDER  -  FIRST     CLASS II
 BW1847
 BW1847.The horizontal coordinates were scaled from a topographic map and have
 BW1847.an estimated accuracy of +/- 6 seconds.
 BW1847
 BW1847.The orthometric height was determined by differential leveling
 BW1847.and adjusted by the National Geodetic Survey in February 1994..
 BW1847
 BW1847.The geoid height was determined by GEOID03.
 BW1847
 BW1847.The dynamic height is computed by dividing the NAVD 88
 BW1847.geopotential number by the normal gravity value computed on the
 BW1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1847.degrees latitude (g = 980.6199 gals.).
 BW1847
 BW1847.The modeled gravity was interpolated from observed gravity values.
 BW1847
 BW1847;                    North         East    Units  Estimated Accuracy
 BW1847;SPC LA N     -   123,460.    1,092,960.      MT  (+/- 180 meters Scaled)
 BW1847
 BW1847                          SUPERSEDED SURVEY CONTROL
 BW1847
 BW1847  NAVD 88 (06/15/91)   18.100  (m)           59.38   (f) UNKNOWN     1 2
 BW1847  NGVD 29 (??/??/??)   18.084  (m)           59.33   (f) ADJUSTED    1 2
 BW1847
 BW1847.Superseded values are not recommended for survey control.
 BW1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1847.See file dsdata.txt to determine how the superseded data were derived.
 BW1847
 BW1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ403981(NAD 83)
 BW1847_MARKER: DD = SURVEY DISK
 BW1847_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1847_SP_SET: COPPER-CLAD STEEL ROD
 BW1847_STAMPING: J 26-8-77
 BW1847_PROJECTION: RECESSED 5 CENTIMETERS
 BW1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1847_ROD/PIPE-DEPTH: 42.1 meters
 BW1847
 BW1847  HISTORY     - Date     Condition        Report By
 BW1847  HISTORY     - 1977     MONUMENTED       USE
 BW1847  HISTORY     - 1979     GOOD             NGS
 BW1847
 BW1847                          STATION DESCRIPTION
 BW1847
 BW1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1847'4.75 MI SE FROM FERRIDAY.
 BW1847'3.75 MILES SOUTHEAST ALONG U.S HIGHWAY 65 AND 84 FROM THE JUNCTION OF
 BW1847'HIGHWAYS 65 AND 84 AT FERRIDAY, THENCE 1.0 MILE NORTHEAST ALONG STATE
 BW1847'HIGHWAY 3196, 0.3 MILE NORTHEAST OF A CATTLE GUARD, 0.05 MILE
 BW1847'SOUTHWEST OF A CATTLE GUARD, 0.05 MILE WEST OF THE HIGHWAY, 50 FT.
 BW1847'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND
 BW1847'A ONE STORY FRAME HOUSE, 49.5 FT. NORTH AND ACROSS A PAVED ROAD
 BW1847'WINDING THROUGH SOME HOUSES FROM A POWER POLE BEARING A STREET LAMP
 BW1847'AND A GUY WIRE, 26.5 FT. NORTH OF THE CENTER OF THE PAVED ROAD, 6 FT.
 BW1847'SOUTH OF A 34-INCH TREE, AND 4 FEET SOUTH OF THE FENCE LINE.
 BW1847'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1838 ***********************************************************************
 BW1838  DESIGNATION -  J 26 9 USE
 BW1838  PID         -  BW1838
 BW1838  STATE/COUNTY-  LA/CONCORDIA
 BW1838  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1838
 BW1838                         *CURRENT SURVEY CONTROL
 BW1838  ___________________________________________________________________
 BW1838* NAD 83(1986)-  31 31 39.     (N)    091 31 28.     (W)     SCALED    
 BW1838* NAVD 88     -        17.868  (meters)      58.62   (feet)  ADJUSTED  
 BW1838  ___________________________________________________________________
 BW1838  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BW1838  DYNAMIC HT  -          17.846 (meters)      58.55  (feet)  COMP
 BW1838  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 BW1838
 BW1838  VERT ORDER  -  FIRST     CLASS II
 BW1838
 BW1838.The horizontal coordinates were scaled from a topographic map and have
 BW1838.an estimated accuracy of +/- 6 seconds.
 BW1838
 BW1838.The orthometric height was determined by differential leveling
 BW1838.and adjusted by the National Geodetic Survey in February 1994..
 BW1838
 BW1838.The geoid height was determined by GEOID03.
 BW1838
 BW1838.The dynamic height is computed by dividing the NAVD 88
 BW1838.geopotential number by the normal gravity value computed on the
 BW1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1838.degrees latitude (g = 980.6199 gals.).
 BW1838
 BW1838.The modeled gravity was interpolated from observed gravity values.
 BW1838
 BW1838;                    North         East    Units  Estimated Accuracy
 BW1838;SPC LA N     -   114,340.    1,092,650.      MT  (+/- 180 meters Scaled)
 BW1838
 BW1838                          SUPERSEDED SURVEY CONTROL
 BW1838
 BW1838  NAVD 88 (06/15/91)   17.887  (m)           58.68   (f) UNKNOWN     1 2
 BW1838  NGVD 29 (??/??/??)   17.862  (m)           58.60   (f) ADJUSTED    1 2
 BW1838
 BW1838.Superseded values are not recommended for survey control.
 BW1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1838.See file dsdata.txt to determine how the superseded data were derived.
 BW1838
 BW1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ400890(NAD 83)
 BW1838_MARKER: DD = SURVEY DISK
 BW1838_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1838_SP_SET: COPPER-CLAD STEEL ROD
 BW1838_STAMPING: BM-J-26-9
 BW1838_PROJECTION: RECESSED 5 CENTIMETERS
 BW1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1838_ROD/PIPE-DEPTH: 32.9 meters
 BW1838
 BW1838  HISTORY     - Date     Condition        Report By
 BW1838  HISTORY     - UNK      MONUMENTED       USE
 BW1838  HISTORY     - 1979     GOOD             NGS
 BW1838  HISTORY     - 1981     GOOD             LADTD
 BW1838
 BW1838                          STATION DESCRIPTION
 BW1838
 BW1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1838'6.75 MI SW FROM VIDALIA.
 BW1838'6.75 MILES SOUTHWEST ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF
 BW1838'US HIGHWAY 65 AND 84 IN VIDALIA, 0.1 MILE NORTHEAST OF THE
 BW1838'JUNCTION OF HIGHWAY 15, AT A CHURCH, 58.2 FEET EAST OF THE EAST
 BW1838'CORNER OF THE CHURCH, 34 FEET NORTHWEST OF THE CENTER LINE OF THE
 BW1838'HIGHWAY, 24 FEET NORTHEAST OF THE CENTER OF THE ENTRANCE DRIVE TO
 BW1838'THE CHURCH, 2 FEET NORTHWEST OF A POWER POLE.
 BW1838'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 BW1838'THE MARK IS 1 FT BELOW HIGHWAY.
 BW1838
 BW1838                          STATION RECOVERY (1981)
 BW1838
 BW1838'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1821 ***********************************************************************
 CQ1821  DESIGNATION -  J 260
 CQ1821  PID         -  CQ1821
 CQ1821  STATE/COUNTY-  LA/CADDO
 CQ1821  USGS QUAD   -  ELM GROVE (1980)
 CQ1821
 CQ1821                         *CURRENT SURVEY CONTROL
 CQ1821  ___________________________________________________________________
 CQ1821* NAD 83(1986)-  32 20 07.     (N)    093 36 38.     (W)     SCALED    
 CQ1821* NAVD 88     -        45.983  (meters)     150.86   (feet)  ADJUSTED  
 CQ1821  ___________________________________________________________________
 CQ1821  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1821  DYNAMIC HT  -          45.931 (meters)     150.69  (feet)  COMP
 CQ1821  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 CQ1821
 CQ1821  VERT ORDER  -  FIRST     CLASS I
 CQ1821
 CQ1821.The horizontal coordinates were scaled from a topographic map and have
 CQ1821.an estimated accuracy of +/- 6 seconds.
 CQ1821
 CQ1821.The orthometric height was determined by differential leveling
 CQ1821.and adjusted by the National Geodetic Survey in February 1994..
 CQ1821
 CQ1821.The geoid height was determined by GEOID03.
 CQ1821
 CQ1821.The dynamic height is computed by dividing the NAVD 88
 CQ1821.geopotential number by the normal gravity value computed on the
 CQ1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1821.degrees latitude (g = 980.6199 gals.).
 CQ1821
 CQ1821.The modeled gravity was interpolated from observed gravity values.
 CQ1821
 CQ1821;                    North         East    Units  Estimated Accuracy
 CQ1821;SPC LA N     -   204,020.      895,450.      MT  (+/- 180 meters Scaled)
 CQ1821
 CQ1821                          SUPERSEDED SURVEY CONTROL
 CQ1821
 CQ1821  NAVD 88 (06/15/91)   45.979  (m)          150.85   (f) UNKNOWN     1 1
 CQ1821  NGVD 29 (??/??/??)   46.036  (m)          151.04   (f) ADJUSTED    1 1
 CQ1821
 CQ1821.Superseded values are not recommended for survey control.
 CQ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1821.See file dsdata.txt to determine how the superseded data were derived.
 CQ1821
 CQ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR425777(NAD 83)
 CQ1821_MARKER: DB = BENCH MARK DISK
 CQ1821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ1821_STAMPING: J 260 1969
 CQ1821_MARK LOGO: CGS   
 CQ1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1821+STABILITY: SURFACE MOTION
 CQ1821
 CQ1821  HISTORY     - Date     Condition        Report By
 CQ1821  HISTORY     - 1969     MONUMENTED       CGS
 CQ1821  HISTORY     - 1977     GOOD             NGS
 CQ1821  HISTORY     - 1981     GOOD             LADTD
 CQ1821  HISTORY     - 1985     GOOD             USPSQD
 CQ1821  HISTORY     - 1987     GOOD             USPSQD
 CQ1821  HISTORY     - 19940910 GOOD             USPSQD
 CQ1821  HISTORY     - 20000207 GOOD             USPSQD
 CQ1821
 CQ1821                          STATION DESCRIPTION
 CQ1821
 CQ1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1821'10.7 MI SE FROM SHREVEPORT.
 CQ1821'ABOUT 10.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1821'STATION POST OFFICE AT SHREVEPORT, IN SECTION 30, T 16 N, R 12 W, 28
 CQ1821'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 CQ1821'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A FIVE-CHANNEL
 CQ1821'CONCRETE CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ1821
 CQ1821                          STATION RECOVERY (1977)
 CQ1821
 CQ1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1821'RECOVERED IN GOOD CONDITION.
 CQ1821
 CQ1821                          STATION RECOVERY (1981)
 CQ1821
 CQ1821'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1821'RECOVERED IN GOOD CONDITION.
 CQ1821
 CQ1821                          STATION RECOVERY (1985)
 CQ1821
 CQ1821'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1821'ABOUT 10.5 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1821'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1821'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1821
 CQ1821                          STATION RECOVERY (1987)
 CQ1821
 CQ1821'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1821'RECOVERED IN GOOD CONDITION.
 CQ1821
 CQ1821                          STATION RECOVERY (1994)
 CQ1821
 CQ1821'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1821'RECOVERED IN GOOD CONDITION.
 CQ1821
 CQ1821                          STATION RECOVERY (2000)
 CQ1821
 CQ1821'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1492 ***********************************************************************
 CQ1492  DESIGNATION -  J 261
 CQ1492  PID         -  CQ1492
 CQ1492  STATE/COUNTY-  LA/RED RIVER
 CQ1492  USGS QUAD   -  HARMON (1980)
 CQ1492
 CQ1492                         *CURRENT SURVEY CONTROL
 CQ1492  ___________________________________________________________________
 CQ1492* NAD 83(1986)-  32 05 10.     (N)    093 28 21.     (W)     SCALED    
 CQ1492* NAVD 88     -        42.830  (meters)     140.52   (feet)  ADJUSTED  
 CQ1492  ___________________________________________________________________
 CQ1492  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1492  DYNAMIC HT  -          42.781 (meters)     140.36  (feet)  COMP
 CQ1492  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 CQ1492
 CQ1492  VERT ORDER  -  FIRST     CLASS I
 CQ1492
 CQ1492.The horizontal coordinates were scaled from a topographic map and have
 CQ1492.an estimated accuracy of +/- 6 seconds.
 CQ1492
 CQ1492.The orthometric height was determined by differential leveling
 CQ1492.and adjusted by the National Geodetic Survey in February 1994..
 CQ1492
 CQ1492.The geoid height was determined by GEOID03.
 CQ1492
 CQ1492.The dynamic height is computed by dividing the NAVD 88
 CQ1492.geopotential number by the normal gravity value computed on the
 CQ1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1492.degrees latitude (g = 980.6199 gals.).
 CQ1492
 CQ1492.The modeled gravity was interpolated from observed gravity values.
 CQ1492
 CQ1492;                    North         East    Units  Estimated Accuracy
 CQ1492;SPC LA N     -   176,270.      908,200.      MT  (+/- 180 meters Scaled)
 CQ1492
 CQ1492                          SUPERSEDED SURVEY CONTROL
 CQ1492
 CQ1492  NAVD 88 (06/15/91)   42.829  (m)          140.51   (f) UNKNOWN     1 1
 CQ1492  NGVD 29 (??/??/??)   42.890  (m)          140.71   (f) ADJUSTED    1 1
 CQ1492
 CQ1492.Superseded values are not recommended for survey control.
 CQ1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1492.See file dsdata.txt to determine how the superseded data were derived.
 CQ1492
 CQ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR554500(NAD 83)
 CQ1492_MARKER: DB = BENCH MARK DISK
 CQ1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1492_SP_SET: FOUNDATIONS
 CQ1492_STAMPING: J 261 1969
 CQ1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1492
 CQ1492  HISTORY     - Date     Condition        Report By
 CQ1492  HISTORY     - 1969     MONUMENTED       CGS
 CQ1492  HISTORY     - 1977     GOOD             NGS
 CQ1492  HISTORY     - 19970916 MARK NOT FOUND   USPSQD
 CQ1492
 CQ1492                          STATION DESCRIPTION
 CQ1492
 CQ1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1492'10.35 MI NW FROM COUSHATTA.
 CQ1492'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1492'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 7.85 MILES NORTHEAST
 CQ1492'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, IN SECTION 26, T 13 N, R
 CQ1492'11W, 0.2 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 CQ1492'HIGHWAY 1, 78 YARDS SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22
 CQ1492'1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 CQ1492'TEXAS AND PACIFIC RAILROAD, SET IN THE TOP AND 1.4 FEET WEST OF THE
 CQ1492'EAST CORNER OF THE CONCRETE FOUNDATION FOR A RAILROAD RADIO TOWER, 2
 CQ1492'1/4 RAILS SOUTHEAST OF THE GRAND BAYOU STATION SIGN, ABOUT 1 1/2 FEET
 CQ1492'BELOW THE LEVEL OF THE TRACK, AND ABOUT LEVEL WITH THE SURFACE OF THE
 CQ1492'GROUND.
 CQ1492
 CQ1492                          STATION RECOVERY (1977)
 CQ1492
 CQ1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1492'RECOVERED IN GOOD CONDITION.
 CQ1492
 CQ1492                          STATION RECOVERY (1997)
 CQ1492
 CQ1492'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1099 ***********************************************************************
 BX1099  DESIGNATION -  J 262
 BX1099  PID         -  BX1099
 BX1099  STATE/COUNTY-  LA/RAPIDES
 BX1099  USGS QUAD   -  BOYCE (1992)
 BX1099
 BX1099                         *CURRENT SURVEY CONTROL
 BX1099  ___________________________________________________________________
 BX1099* NAD 83(1986)-  31 23 16.     (N)    092 40 10.     (W)     SCALED    
 BX1099* NAVD 88     -        27.547  (meters)      90.38   (feet)  ADJUSTED  
 BX1099  ___________________________________________________________________
 BX1099  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BX1099  DYNAMIC HT  -          27.514 (meters)      90.27  (feet)  COMP
 BX1099  MODELED GRAV-     979,434.5   (mgal)                       NAVD 88
 BX1099
 BX1099  VERT ORDER  -  FIRST     CLASS I
 BX1099
 BX1099.The horizontal coordinates were scaled from a topographic map and have
 BX1099.an estimated accuracy of +/- 6 seconds.
 BX1099
 BX1099.The orthometric height was determined by differential leveling
 BX1099.and adjusted by the National Geodetic Survey in February 1994..
 BX1099
 BX1099.The geoid height was determined by GEOID03.
 BX1099
 BX1099.The dynamic height is computed by dividing the NAVD 88
 BX1099.geopotential number by the normal gravity value computed on the
 BX1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1099.degrees latitude (g = 980.6199 gals.).
 BX1099
 BX1099.The modeled gravity was interpolated from observed gravity values.
 BX1099
 BX1099;                    North         East    Units  Estimated Accuracy
 BX1099;SPC LA N     -    98,450.      983,880.      MT  (+/- 180 meters Scaled)
 BX1099
 BX1099                          SUPERSEDED SURVEY CONTROL
 BX1099
 BX1099  NAVD 88 (06/15/91)   27.547  (m)           90.38   (f) UNKNOWN     1 1
 BX1099  NGVD 29 (??/??/??)   27.546  (m)           90.37   (f) ADJUSTED    1 1
 BX1099
 BX1099.Superseded values are not recommended for survey control.
 BX1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1099.See file dsdata.txt to determine how the superseded data were derived.
 BX1099
 BX1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ314726(NAD 83)
 BX1099_MARKER: DB = BENCH MARK DISK
 BX1099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1099_SP_SET: 82 FT
 BX1099_STAMPING: J 262 1969
 BX1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1099
 BX1099  HISTORY     - Date     Condition        Report By
 BX1099  HISTORY     - 1969     MONUMENTED       CGS
 BX1099  HISTORY     - 1977     GOOD             NGS
 BX1099  HISTORY     - 19990424 POOR             USPSQD
 BX1099
 BX1099                          STATION DESCRIPTION
 BX1099
 BX1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1099'0.25 MI S FROM BOYCE.
 BX1099'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1099'BOYCE, THENCE 0.1 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1099'35 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 3 1/2 FEET
 BX1099'SOUTHEAST OF THE SECOND TELEGRAPH POLE SOUTHEAST OF THE OLD RAILROAD
 BX1099'STATION, 153 FEET SOUTHEAST OF A RAILROAD TOOL HOUSE, 1.0 FOOT
 BX1099'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BX1099'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER ROD THAT IS DRIVEN TO A
 BX1099'DEPTH OF 82 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 2
 BX1099'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1099
 BX1099                          STATION RECOVERY (1977)
 BX1099
 BX1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1099'RECOVERED IN GOOD CONDITION.
 BX1099
 BX1099                          STATION RECOVERY (1999)
 BX1099
 BX1099'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1099'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1065 ***********************************************************************
 BK1065  DESIGNATION -  J 263
 BK1065  PID         -  BK1065
 BK1065  STATE/COUNTY-  LA/ALLEN
 BK1065  USGS QUAD   -  OAKDALE (1993)
 BK1065
 BK1065                         *CURRENT SURVEY CONTROL
 BK1065  ___________________________________________________________________
 BK1065* NAD 83(1986)-  30 46 16.     (N)    092 41 09.     (W)     SCALED    
 BK1065* NAVD 88     -        28.890  (meters)      94.78   (feet)  ADJUSTED  
 BK1065  ___________________________________________________________________
 BK1065  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK1065  DYNAMIC HT  -          28.853 (meters)      94.66  (feet)  COMP
 BK1065  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 BK1065  OBS GRAVITY -     979,363.6   (mgal)                       GRAV_OBS
 BK1065
 BK1065  VERT ORDER  -  FIRST     CLASS I
 BK1065
 BK1065.The horizontal coordinates were scaled from a topographic map and have
 BK1065.an estimated accuracy of +/- 6 seconds.
 BK1065
 BK1065.The orthometric height was determined by differential leveling
 BK1065.and adjusted by the National Geodetic Survey in February 1994..
 BK1065
 BK1065.The geoid height was determined by GEOID03.
 BK1065
 BK1065.The dynamic height is computed by dividing the NAVD 88
 BK1065.geopotential number by the normal gravity value computed on the
 BK1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1065.degrees latitude (g = 980.6199 gals.).
 BK1065
 BK1065.The modeled gravity was interpolated from observed gravity values.
 BK1065.The observed gravity was obtained from relative gravimeter ties
 BK1065.to the IGSN71 gravity network.
 BK1065
 BK1065;                    North         East    Units  Estimated Accuracy
 BK1065;SPC LA S     -   252,510.      870,520.      MT  (+/- 180 meters Scaled)
 BK1065
 BK1065                          SUPERSEDED SURVEY CONTROL
 BK1065
 BK1065  NAVD 88 (06/15/91)   28.881  (m)           94.75   (f) UNKNOWN     1 1
 BK1065  NGVD 29 (??/??/??)   28.864  (m)           94.70   (f) ADJUSTED    1 1
 BK1065
 BK1065.Superseded values are not recommended for survey control.
 BK1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1065.See file dsdata.txt to determine how the superseded data were derived.
 BK1065
 BK1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ300042(NAD 83)
 BK1065_MARKER: DB = BENCH MARK DISK
 BK1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1065_SP_SET: CULVERT
 BK1065_STAMPING: J 263 1969
 BK1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1065
 BK1065  HISTORY     - Date     Condition        Report By
 BK1065  HISTORY     - 1969     MONUMENTED       CGS
 BK1065  HISTORY     - 1970     GOOD             NGS
 BK1065
 BK1065                          STATION DESCRIPTION
 BK1065
 BK1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1065'3.4 MI SW FROM OAKDALE.
 BK1065'ABOUT 3.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1065'STATION AT OAKDALE, IN SECTION 28, T 3 S, R 3 W, 4 1/2 POLES SOUTHWEST
 BK1065'OF MILEPOST 639, 58 FEET NORTHWEST OF THE NORTHWEST RAIL AND THE
 BK1065'NORTHEAST END OF WOODEN RAILROAD TRESTLE NUMBER 639.1, SET IN THE TOP
 BK1065'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A 5-CHANNEL
 BK1065'CONCRETE CULVERT UNDER U.S. HIGHWAY 165, 27 FEET SOUTHEAST OF THE
 BK1065'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 6
 BK1065'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1820 ***********************************************************************
 BX1820  DESIGNATION -  J 264
 BX1820  PID         -  BX1820
 BX1820  STATE/COUNTY-  LA/RED RIVER
 BX1820  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1820
 BX1820                         *CURRENT SURVEY CONTROL
 BX1820  ___________________________________________________________________
 BX1820* NAD 83(1986)-  31 58 43.     (N)    093 12 42.     (W)     SCALED    
 BX1820* NAVD 88     -        50.99   (+/-2cm)     167.3    (feet)  VERTCON   
 BX1820  ___________________________________________________________________
 BX1820  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1820
 BX1820  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1820
 BX1820.The horizontal coordinates were scaled from a topographic map and have
 BX1820.an estimated accuracy of +/- 6 seconds.
 BX1820
 BX1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1820.The vertical order pertains to the NGVD 29 superseded value.
 BX1820
 BX1820.The geoid height was determined by GEOID03.
 BX1820
 BX1820;                    North         East    Units  Estimated Accuracy
 BX1820;SPC LA N     -   164,160.      932,740.      MT  (+/- 180 meters Scaled)
 BX1820
 BX1820                          SUPERSEDED SURVEY CONTROL
 BX1820
 BX1820  NGVD 29 (??/??/??)   51.042  (m)          167.46   (f) ADJUSTED    1 1
 BX1820
 BX1820.Superseded values are not recommended for survey control.
 BX1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1820.See file dsdata.txt to determine how the superseded data were derived.
 BX1820
 BX1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR800380(NAD 83)
 BX1820_MARKER: DB = BENCH MARK DISK
 BX1820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1820_SP_SET: CULVERT
 BX1820_STAMPING: J 264 1969
 BX1820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1820+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1820
 BX1820  HISTORY     - Date     Condition        Report By
 BX1820  HISTORY     - 1969     MONUMENTED       CGS
 BX1820  HISTORY     - 20060610 GOOD             USPSQD
 BX1820
 BX1820                          STATION DESCRIPTION
 BX1820
 BX1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1820'8.65 MI SE FROM COUSHATTA.
 BX1820'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1820'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 BX1820'THENCE 7.6 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, OR ABOUT
 BX1820'0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE AT
 BX1820'CAMPTI, THENCE 9.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84, IN
 BX1820'SECTION 32, T 12 N, R 8 W, 39 FEET NORTH OF THE CENTER LINE OF THE
 BX1820'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL
 BX1820'OF A TWO-CHANNEL CONCRETE CULVERT, 61 YARDS EAST OF THE EXTENDED
 BX1820'CENTER LINE OF A ROAD WHICH LEADS SOUTH TO BETHANY CUMBERLAND
 BX1820'PRESBYTERIAN CHURCH, AND ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX1820
 BX1820                          STATION RECOVERY (2006)
 BX1820
 BX1820'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1824 ***********************************************************************
 BX1824  DESIGNATION -  J 265
 BX1824  PID         -  BX1824
 BX1824  STATE/COUNTY-  LA/NATCHITOCHES
 BX1824  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1824
 BX1824                         *CURRENT SURVEY CONTROL
 BX1824  ___________________________________________________________________
 BX1824* NAD 83(1986)-  31 57 29.     (N)    093 10 01.     (W)     SCALED    
 BX1824* NAVD 88     -        57.49   (+/-2cm)     188.6    (feet)  VERTCON   
 BX1824  ___________________________________________________________________
 BX1824  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX1824
 BX1824  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1824
 BX1824.The horizontal coordinates were scaled from a topographic map and have
 BX1824.an estimated accuracy of +/- 6 seconds.
 BX1824
 BX1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1824.The vertical order pertains to the NGVD 29 superseded value.
 BX1824
 BX1824.The geoid height was determined by GEOID03.
 BX1824
 BX1824;                    North         East    Units  Estimated Accuracy
 BX1824;SPC LA N     -   161,860.      936,960.      MT  (+/- 180 meters Scaled)
 BX1824
 BX1824                          SUPERSEDED SURVEY CONTROL
 BX1824
 BX1824  NGVD 29 (??/??/??)   57.536  (m)          188.77   (f) ADJUSTED    1 1
 BX1824
 BX1824.Superseded values are not recommended for survey control.
 BX1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1824.See file dsdata.txt to determine how the superseded data were derived.
 BX1824
 BX1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR842357(NAD 83)
 BX1824_MARKER: DB = BENCH MARK DISK
 BX1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1824_STAMPING: J 265 1969
 BX1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1824+STABILITY: SURFACE MOTION
 BX1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1824+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1824
 BX1824  HISTORY     - Date     Condition        Report By
 BX1824  HISTORY     - 1969     MONUMENTED       CGS
 BX1824  HISTORY     - 1986     GOOD             USPSQD
 BX1824  HISTORY     - 1987     GOOD             USPSQD
 BX1824  HISTORY     - 19950507 GOOD             USPSQD
 BX1824  HISTORY     - 20010922 GOOD             USPSQD
 BX1824  HISTORY     - 20060610 GOOD             USPSQD
 BX1824
 BX1824                          STATION DESCRIPTION
 BX1824
 BX1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1824'6.25 MI NW FROM CAMPTI.
 BX1824'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1824'AT CAMPTI, THENCE 6.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1824'IN SECTION 2, T 11 N, R 8 W, 68 FEET NORTHWEST OF THE CENTER OF THE
 BX1824'INTERSECTION OF THE HIGHWAY AND A PAVED ROAD WHICH LEADS EAST TO THE
 BX1824'DAVIS SPRINGS METHODIST CHURCH, 37 FEET SOUTHWEST OF THE CENTER LINE
 BX1824'OF THE HIGHWAY, 70 FEET NORTHWEST AND ACROSS THE PAVED ROAD FROM POWER
 BX1824'POLE NUMBER 197, 31 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED
 BX1824'ROAD, 19 FEET NORTHWEST OF A CORNER FENCE POST, 1 FOOT NORTHEAST OF A
 BX1824'FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 BX1824'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX1824'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1824
 BX1824                          STATION RECOVERY (1986)
 BX1824
 BX1824'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGC)
 BX1824'RECOVERED IN GOOD CONDITION.
 BX1824
 BX1824                          STATION RECOVERY (1987)
 BX1824
 BX1824'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 BX1824'RECOVERED IN GOOD CONDITION.
 BX1824
 BX1824                          STATION RECOVERY (1995)
 BX1824
 BX1824'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1824'RECOVERED IN GOOD CONDITION.
 BX1824
 BX1824                          STATION RECOVERY (2001)
 BX1824
 BX1824'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1824'RECOVERED IN GOOD CONDITION.
 BX1824
 BX1824                          STATION RECOVERY (2006)
 BX1824
 BX1824'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0729 ***********************************************************************
 BK0729  DESIGNATION -  J 266
 BK0729  PID         -  BK0729
 BK0729  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0729  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0729
 BK0729                         *CURRENT SURVEY CONTROL
 BK0729  ___________________________________________________________________
 BK0729* NAD 83(1986)-  30 25 36.     (N)    092 52 57.     (W)     SCALED    
 BK0729* NAVD 88     -         9.129  (meters)      29.95   (feet)  ADJUSTED  
 BK0729  ___________________________________________________________________
 BK0729  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0729  DYNAMIC HT  -           9.117 (meters)      29.91  (feet)  COMP
 BK0729  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BK0729
 BK0729  VERT ORDER  -  FIRST     CLASS I
 BK0729
 BK0729.The horizontal coordinates were scaled from a topographic map and have
 BK0729.an estimated accuracy of +/- 6 seconds.
 BK0729
 BK0729.The orthometric height was determined by differential leveling
 BK0729.and adjusted by the National Geodetic Survey in February 1994..
 BK0729
 BK0729.The geoid height was determined by GEOID03.
 BK0729
 BK0729.The dynamic height is computed by dividing the NAVD 88
 BK0729.geopotential number by the normal gravity value computed on the
 BK0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0729.degrees latitude (g = 980.6199 gals.).
 BK0729
 BK0729.The modeled gravity was interpolated from observed gravity values.
 BK0729
 BK0729;                    North         East    Units  Estimated Accuracy
 BK0729;SPC LA S     -   214,570.      851,180.      MT  (+/- 180 meters Scaled)
 BK0729
 BK0729                          SUPERSEDED SURVEY CONTROL
 BK0729
 BK0729  NAVD 88 (06/15/91)    9.111  (m)           29.89   (f) UNKNOWN     1 1
 BK0729  NGVD 29 (??/??/??)    9.092  (m)           29.83   (f) ADJUSTED    1 1
 BK0729
 BK0729.Superseded values are not recommended for survey control.
 BK0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0729.See file dsdata.txt to determine how the superseded data were derived.
 BK0729
 BK0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP112660(NAD 83)
 BK0729_MARKER: DB = BENCH MARK DISK
 BK0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0729_SP_SET: CULVERT
 BK0729_STAMPING: J 266 1969
 BK0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0729
 BK0729  HISTORY     - Date     Condition        Report By
 BK0729  HISTORY     - 1969     MONUMENTED       CGS
 BK0729  HISTORY     - 1970     GOOD             NGS
 BK0729  HISTORY     - 19961118 GOOD             USPSQD
 BK0729
 BK0729                          STATION DESCRIPTION
 BK0729
 BK0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0729'4.9 MI SW FROM KINDER.
 BK0729'ABOUT 4.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0729'PACIFIC RAILROAD STATION AT KINDER, OR ABOUT 4.9 MILES NORTHEAST ALONG
 BK0729'U.S. HIGHWAY 165 FROM THE POST OFFICE AT FENTON, 0.4 MILE NROTHEAST OF
 BK0729'MISSOURI PACIFIC RAILROAD MILEPOST 666, 33 FEET NORTHWEST OF THE
 BK0729'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 BK0729'NORTHWEST CONCRETE HEADWALL OF A 5-CHANNEL CONCRETE CULVERT UNDER THE
 BK0729'HIGHWAY, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY. SECTION
 BK0729'21, T 7S, R 5W.
 BK0729
 BK0729                          STATION RECOVERY (1996)
 BK0729
 BK0729'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1727 ***********************************************************************
 BK1727  DESIGNATION -  J 269
 BK1727  PID         -  BK1727
 BK1727  STATE/COUNTY-  LA/CALCASIEU
 BK1727  USGS QUAD   -  ECHO (1994)
 BK1727
 BK1727                         *CURRENT SURVEY CONTROL
 BK1727  ___________________________________________________________________
 BK1727* NAD 83(1986)-  30 09 06.     (N)    093 39 13.     (W)     SCALED    
 BK1727* NAVD 88     -         4.942  (meters)      16.21   (feet)  ADJUSTED  
 BK1727  ___________________________________________________________________
 BK1727  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1727  DYNAMIC HT  -           4.935 (meters)      16.19  (feet)  COMP
 BK1727  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 BK1727
 BK1727  VERT ORDER  -  FIRST     CLASS I
 BK1727
 BK1727.The horizontal coordinates were scaled from a topographic map and have
 BK1727.an estimated accuracy of +/- 6 seconds.
 BK1727
 BK1727.The orthometric height was determined by differential leveling
 BK1727.and adjusted by the National Geodetic Survey in June 1991..
 BK1727
 BK1727.The geoid height was determined by GEOID03.
 BK1727
 BK1727.The dynamic height is computed by dividing the NAVD 88
 BK1727.geopotential number by the normal gravity value computed on the
 BK1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1727.degrees latitude (g = 980.6199 gals.).
 BK1727
 BK1727.The modeled gravity was interpolated from observed gravity values.
 BK1727
 BK1727;                    North         East    Units  Estimated Accuracy
 BK1727;SPC LA S     -   185,340.      776,500.      MT  (+/- 180 meters Scaled)
 BK1727
 BK1727                          SUPERSEDED SURVEY CONTROL
 BK1727
 BK1727  NGVD 29 (??/??/??)    4.900  (m)           16.08   (f) ADJUSTED    1 1
 BK1727
 BK1727.Superseded values are not recommended for survey control.
 BK1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1727.See file dsdata.txt to determine how the superseded data were derived.
 BK1727
 BK1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP370357(NAD 83)
 BK1727_MARKER: DB = BENCH MARK DISK
 BK1727_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1727_SP_SET: COPPER-CLAD STEEL ROD
 BK1727_STAMPING: J 269 1972
 BK1727_MARK LOGO: NGS   
 BK1727_PROJECTION: PROJECTING 6 CENTIMETERS
 BK1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1727_ROD/PIPE-DEPTH: 19.5 meters
 BK1727
 BK1727  HISTORY     - Date     Condition        Report By
 BK1727  HISTORY     - 1972     MONUMENTED       NGS
 BK1727  HISTORY     - 1981     GOOD             NGS
 BK1727  HISTORY     - 1986     GOOD             NGS
 BK1727  HISTORY     - 1988     GOOD             USPSQD
 BK1727  HISTORY     - 1988     GOOD             USPSQD
 BK1727  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 BK1727  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1727
 BK1727                          STATION DESCRIPTION
 BK1727
 BK1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1727'5.0 MI SW FROM VINTON.
 BK1727'ABOUT 5.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1727'MUNICIPAL BUILDING AT VINTON, 75 FEET WEST OF THE CENTER OF THE
 BK1727'CROSSING WITH A GRAVEL ROAD, 64 FEET SOUTHWEST OF THE CENTER LINE OF
 BK1727'THE GRAVEL ROAD, 35.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 26.8 FEET
 BK1727'NORTHWEST OF A SEMAPHORE NO. 246.7, 2.8 FEET NORTHEAST OF A TELEPHONE
 BK1727'POLE AND IN LINE WITH A ROW OF POLES, ABOUT 2 FEET BELOW THE LEVEL OF
 BK1727'THE RAILS, A DISK ON THE TOP OF A COPPER COATED ROD 5/8-INCH THAT IS
 BK1727'DRIVEN TO A DEPTH OF 64 FEET AND INCASED IN A 6-INCH IRON PIPE WHICH
 BK1727'PROJECTS 2 INCHES.  SECTION 36, T 10 S, R 13 W.
 BK1727
 BK1727                          STATION RECOVERY (1981)
 BK1727
 BK1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1727'8.0 KILOMETERS (5.0 MILES) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE
 BK1727'CITY MUNICIPAL BUILDING IN VINTON, THENCE 0.08 KILOMETER (0.05 MILE)
 BK1727'NORTHWEST ALONG COOPER DRIVE TO THE CROSSING OF THE SOUTHERN PACIFIC
 BK1727'RAILROAD AND THE MARK ON THE LEFT,
 BK1727'22.86 METERS (75.0 FEET) WEST OF
 BK1727'THE CENTER OF THE RAILROAD CROSSING COOPER DRIVE, 19.50 METERS (64.0
 BK1727'FEET) SOUTHWEST OF THE CENTER OF COOPER DRIVE, 8.22 METERS (27.0 FEET)
 BK1727'NORTHWEST OF THE SEMAPHORE NUMBER 2467, 0.85 METER (2.8 FEET)
 BK1727'NORTHEAST OF A TELEGRAPH POLE.
 BK1727'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BK1727'THE MARK IS 0.6 M BELOW TRACKS.
 BK1727
 BK1727                          STATION RECOVERY (1986)
 BK1727
 BK1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1727'RECOVERED IN GOOD CONDITION.
 BK1727
 BK1727                          STATION RECOVERY (1988)
 BK1727
 BK1727'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1727'RECOVERED IN GOOD CONDITION.
 BK1727
 BK1727                          STATION RECOVERY (1988)
 BK1727
 BK1727'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1727'RECOVERED IN GOOD CONDITION.
 BK1727
 BK1727                          STATION RECOVERY (1998)
 BK1727
 BK1727'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1727'MARK NOT FOUND.
 BK1727
 BK1727                          STATION RECOVERY (2004)
 BK1727
 BK1727'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2224 ***********************************************************************
 BX2224  DESIGNATION -  J 27
 BX2224  PID         -  BX2224
 BX2224  STATE/COUNTY-  LA/SABINE
 BX2224  USGS QUAD   -  LORING (1994)
 BX2224
 BX2224                         *CURRENT SURVEY CONTROL
 BX2224  ___________________________________________________________________
 BX2224* NAD 83(1986)-  31 33 08.     (N)    093 30 18.     (W)     SCALED    
 BX2224* NAVD 88     -        89.62   (+/-2cm)     294.0    (feet)  VERTCON   
 BX2224  ___________________________________________________________________
 BX2224  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BX2224
 BX2224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2224
 BX2224.The horizontal coordinates were scaled from a topographic map and have
 BX2224.an estimated accuracy of +/- 6 seconds.
 BX2224
 BX2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2224.The vertical order pertains to the NGVD 29 superseded value.
 BX2224
 BX2224.The geoid height was determined by GEOID03.
 BX2224
 BX2224;                    North         East    Units  Estimated Accuracy
 BX2224;SPC LA N     -   117,110.      904,580.      MT  (+/- 180 meters Scaled)
 BX2224
 BX2224                          SUPERSEDED SURVEY CONTROL
 BX2224
 BX2224  NGVD 29 (??/??/??)   89.707  (m)          294.31   (f) ADJUSTED    2 0
 BX2224
 BX2224.Superseded values are not recommended for survey control.
 BX2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2224.See file dsdata.txt to determine how the superseded data were derived.
 BX2224
 BX2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ520909(NAD 83)
 BX2224_MARKER: DB = BENCH MARK DISK
 BX2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2224_STAMPING: J 27 1934
 BX2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2224+STABILITY: SURFACE MOTION
 BX2224
 BX2224  HISTORY     - Date     Condition        Report By
 BX2224  HISTORY     - 1934     MONUMENTED       CGS
 BX2224  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX2224  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2224
 BX2224                          STATION DESCRIPTION
 BX2224
 BX2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2224'2.0 MI SW FROM MANY.
 BX2224'2.0 MILES SW OF AND ALONG STATE HIGHWAY NO. 6 15 YARDS S OF THE CENTER
 BX2224'OF THE HIGHWAY.  60 YARDS E OF A FARM HOUSE.  AT THE BEGINNING OF THE
 BX2224'CURVE WHERE THE HIGHWAY TURNS N.
 BX2224
 BX2224                          STATION RECOVERY (1957)
 BX2224
 BX2224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX2224'MARK NOT FOUND.
 BX2224
 BX2224                          STATION RECOVERY (2001)
 BX2224
 BX2224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1196 ***********************************************************************
 BW1196  DESIGNATION -  J 27 10 USE
 BW1196  PID         -  BW1196
 BW1196  STATE/COUNTY-  LA/CONCORDIA
 BW1196  USGS QUAD   -  DEER PARK (1983)
 BW1196
 BW1196                         *CURRENT SURVEY CONTROL
 BW1196  ___________________________________________________________________
 BW1196* NAD 83(1986)-  31 23 25.     (N)    091 35 04.     (W)     SCALED    
 BW1196* NAVD 88     -        16.67   (+/-2cm)      54.7    (feet)  VERTCON   
 BW1196  ___________________________________________________________________
 BW1196  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BW1196
 BW1196  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1196
 BW1196.The horizontal coordinates were scaled from a topographic map and have
 BW1196.an estimated accuracy of +/- 6 seconds.
 BW1196
 BW1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1196.The vertical order pertains to the NGVD 29 superseded value.
 BW1196
 BW1196.The geoid height was determined by GEOID03.
 BW1196
 BW1196;                    North         East    Units  Estimated Accuracy
 BW1196;SPC LA N     -    99,080.    1,087,080.      MT  (+/- 180 meters Scaled)
 BW1196
 BW1196                          SUPERSEDED SURVEY CONTROL
 BW1196
 BW1196  NGVD 29 (??/??/92)   16.654  (m)           54.64   (f) ADJ UNCH    1 2
 BW1196
 BW1196.Superseded values are not recommended for survey control.
 BW1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1196.See file dsdata.txt to determine how the superseded data were derived.
 BW1196
 BW1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ345737(NAD 83)
 BW1196_MARKER: DD = SURVEY DISK
 BW1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1196_STAMPING: J-27-10 60
 BW1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1196+STABILITY: SURFACE MOTION
 BW1196
 BW1196  HISTORY     - Date     Condition        Report By
 BW1196  HISTORY     - UNK      MONUMENTED       DOD
 BW1196  HISTORY     - 1966     GOOD             NGS
 BW1196  HISTORY     - 1978     MARK NOT FOUND   USGS
 BW1196  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1196
 BW1196                          STATION DESCRIPTION
 BW1196
 BW1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1196'17.5 MI SW FROM VIDALIA.
 BW1196'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1196'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1196'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 1.9 MILES
 BW1196'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, IN SECTION 59,
 BW1196'T 5 N, R 9 E, ABOUT 0.35 MILE NORTH OF THE ST. JAMES CHURCH, ABOUT
 BW1196'0.15 MILE NORTH OF A GROUP OF SMALL SHACKS OCCUPIED BY NEGRO FAMILIES,
 BW1196'125 FEET WEST OF THE CENTERLINE OF THE ROAD, 82 FEET SOUTHWEST OF A
 BW1196'POWER POLE, 1 1/2 FEET EAST OF A FENCE, 2.5 FEET NORTHEAST OF A WOODEN
 BW1196'FENCE POST BEARING A WITNESS SHIELD, ABOUT 20 FEET BELOW THE LEVEL OF
 BW1196'THE LEVEE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BW1196
 BW1196                          STATION RECOVERY (1978)
 BW1196
 BW1196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BW1196'MARK NOT FOUND.
 BW1196
 BW1196                          STATION RECOVERY (1979)
 BW1196
 BW1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1196'SEARCHED FOR NOT RECOVERED, ALL REFERENCE POINT GONE, LEVEE
 BW1196'WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1204 ***********************************************************************
 BW1204  DESIGNATION -  J 27 12 USE
 BW1204  PID         -  BW1204
 BW1204  STATE/COUNTY-  LA/CONCORDIA
 BW1204  USGS QUAD   -  FAIRVIEW (1983)
 BW1204
 BW1204                         *CURRENT SURVEY CONTROL
 BW1204  ___________________________________________________________________
 BW1204* NAD 83(1986)-  31 21 53.     (N)    091 34 39.     (W)     SCALED    
 BW1204* NAVD 88     -        16.51   (+/-2cm)      54.2    (feet)  VERTCON   
 BW1204  ___________________________________________________________________
 BW1204  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BW1204
 BW1204  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1204
 BW1204.The horizontal coordinates were scaled from a topographic map and have
 BW1204.an estimated accuracy of +/- 6 seconds.
 BW1204
 BW1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1204.The vertical order pertains to the NGVD 29 superseded value.
 BW1204
 BW1204.The geoid height was determined by GEOID03.
 BW1204
 BW1204;                    North         East    Units  Estimated Accuracy
 BW1204;SPC LA N     -    96,250.    1,087,760.      MT  (+/- 180 meters Scaled)
 BW1204
 BW1204                          SUPERSEDED SURVEY CONTROL
 BW1204
 BW1204  NGVD 29 (??/??/92)   16.497  (m)           54.12   (f) ADJ UNCH    1 2
 BW1204
 BW1204.Superseded values are not recommended for survey control.
 BW1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1204.See file dsdata.txt to determine how the superseded data were derived.
 BW1204
 BW1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ352708(NAD 83)
 BW1204_MARKER: DD = SURVEY DISK
 BW1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1204_STAMPING: J-27-12 60
 BW1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1204+STABILITY: SURFACE MOTION
 BW1204
 BW1204  HISTORY     - Date     Condition        Report By
 BW1204  HISTORY     - UNK      MONUMENTED       DOD
 BW1204  HISTORY     - 1966     GOOD             NGS
 BW1204  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1204  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1204
 BW1204                          STATION DESCRIPTION
 BW1204
 BW1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1204'19.75 MI SE FROM VIDALIA.
 BW1204'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1204'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1204'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 4.1 MILES
 BW1204'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, ABOUT 0.15 MILE
 BW1204'SOUTH OF THE SOUTH END OF A ROW OF OLD HOUSES OCCUPIED BY NEGRO
 BW1204'FAMILIES, ABOUT 0.1 MILE NORTH OF A SHARP CURVE, 135 FEET WEST OF THE
 BW1204'CENTER LINE OF THE TOP OF THE LEVEE, 94 FEET WEST OF THE CENTER LINE
 BW1204'OF THE GRAVELED ROAD, 52 FEET EAST OF A POWER POLE, 2.0 FEET NORTH OF
 BW1204'A WOODEN WITNESS POST, ABOUT 25 FEET BELOW THE LEVEL OF THE ROAD, AND
 BW1204'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BW1204
 BW1204                          STATION RECOVERY (1979)
 BW1204
 BW1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1204'NOT RECOVERED, REFERENCE POINT ARE NO LONGER AT THIS LOCATION.
 BW1204
 BW1204                          STATION RECOVERY (1979)
 BW1204
 BW1204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2479 ***********************************************************************
 BW2479  DESIGNATION -  J 27 25 USE
 BW2479  PID         -  BW2479
 BW2479  STATE/COUNTY-  LA/CONCORDIA
 BW2479  USGS QUAD   -  DEER PARK (1983)
 BW2479
 BW2479                         *CURRENT SURVEY CONTROL
 BW2479  ___________________________________________________________________
 BW2479* NAD 83(1992)-  31 29 03.60250(N)    091 31 39.06123(W)     ADJUSTED  
 BW2479* NAVD 88     -        17.3    (meters)      57.     (feet)  VERTCON   
 BW2479  ___________________________________________________________________
 BW2479  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BW2479  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BW2479
 BW2479  HORZ ORDER  -  SECOND
 BW2479
 BW2479.The horizontal coordinates were established by classical geodetic methods
 BW2479.and adjusted by the National Geodetic Survey in May 1994..
 BW2479
 BW2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2479
 BW2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2479
 BW2479.The geoid height was determined by GEOID03.
 BW2479
 BW2479;                    North         East     Units Scale Factor Converg.
 BW2479;SPC LA N     -   109,553.179 1,092,397.051   MT  0.99994316   +0 30 50.9
 BW2479;SPC LA N     -   359,425.72  3,583,972.66   sFT  0.99994316   +0 30 50.9
 BW2479;SPC MS W     -   220,591.541   586,532.777   MT  1.00010874   -0 37 25.5
 BW2479;SPC MS W     -   723,724.08  1,924,316.29   sFT  1.00010874   -0 37 25.5
 BW2479;UTM  15      - 3,484,219.087   639,863.708   MT  0.99984128   +0 46 08.9
 BW2479
 BW2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2479!SPC LA N     -   1.00000143  x   0.99994316  =   0.99994459
 BW2479!SPC MS W     -   1.00000143  x   1.00010874  =   1.00011017
 BW2479!UTM  15      -   1.00000143  x   0.99984128  =   0.99984271
 BW2479
 BW2479:                Primary Azimuth Mark                     Grid Az
 BW2479:SPC LA N     -  A 253                                    209 39 39.0
 BW2479:SPC MS W     -  A 253                                    210 47 55.4
 BW2479:UTM  15      -  A 253                                    209 24 21.0
 BW2479
 BW2479|---------------------------------------------------------------------|
 BW2479| PID    Reference Object                     Distance      Geod. Az  |
 BW2479|                                                           dddmmss.s |
 BW2479| BW1167 A 253                               APPROX. 1.4 KM 2101029.9 |
 BW2479|---------------------------------------------------------------------|
 BW2479
 BW2479                          SUPERSEDED SURVEY CONTROL
 BW2479
 BW2479  NAD 83(1992)-  31 29 03.61705(N)    091 31 39.05936(W) AD(       ) 2
 BW2479  NAD 83(1986)-  31 29 03.61699(N)    091 31 39.05752(W) AD(       ) 2
 BW2479  NAD 27      -  31 29 03.01346(N)    091 31 38.62641(W) AD(       ) 2
 BW2479  NGVD 29 (07/19/86)   17.3    (m)           57.     (f) VERT ANG       
 BW2479
 BW2479.Superseded values are not recommended for survey control.
 BW2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2479.See file dsdata.txt to determine how the superseded data were derived.
 BW2479
 BW2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3986484219(NAD 83)
 BW2479_MARKER: DD = SURVEY DISK
 BW2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2479+STABILITY: SURFACE MOTION
 BW2479
 BW2479  HISTORY     - Date     Condition        Report By
 BW2479  HISTORY     - 1977     MONUMENTED       USE
 BW2479
 BW2479                          STATION DESCRIPTION
 BW2479
 BW2479'DESCRIBED BY US ENGINEERS 1977 (JRS)
 BW2479'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF FERRIDAY,
 BW2479'8 MILES SOUTHWEST OF VIDALIA, 1/2 MILE WEST OF THE
 BW2479'MISSISSIPPI RIVER.  PERMISSION WAS GRANTED BY THE BOARD OF
 BW2479'COMMISSIONERS, 5TH LOUISIANA DISTRICT COURTHOUSE,TALLULAH,
 BW2479'LOUISIANA 71282.
 BW2479'
 BW2479'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 BW2479'131 WHICH IS ABOUT 7 MILES WEST OF VIDALIA, GO SOUTH ON STATE
 BW2479'HIGHWAY 15 FOR 3.2 MILES TO THE STATION ON THE RIGHT AS
 BW2479'DESCRIBED.
 BW2479'
 BW2479'STATION MARK, STAMPED---J 27 25 USE---, IS A STANDARD U.S.CORPS
 BW2479'OF ENGINEERS DISK SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 BW2479'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 270
 BW2479'FEET WEST OF STATE HIGHWAY 15, 1 FOOT EAST OF A FENCE LINE AND
 BW2479'ABOUT 30 FEET LOWER THAN THE HIGHWAY.
 BW2479'
 BW2479'AN ELECTRONIC DISTANCE MEASURMENT WAS MADE TO TRIANGULATION
 BW2479'STATION WILLETTS 2.  THIS STATION WAS USED AS AN AZIMUTH
 BW2479'MARK FOR TRIANGULATION STATION WILLETTS 2.
 BW2479'
 BW2479'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 01.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1811 ***********************************************************************
 BW1811  DESIGNATION -  J 27 41 USE
 BW1811  PID         -  BW1811
 BW1811  STATE/COUNTY-  LA/CONCORDIA
 BW1811  USGS QUAD   -  SLOCUM (1983)
 BW1811
 BW1811                         *CURRENT SURVEY CONTROL
 BW1811  ___________________________________________________________________
 BW1811* NAD 83(1986)-  31 16 27.     (N)    091 39 06.     (W)     SCALED    
 BW1811* NAVD 88     -        14.816  (meters)      48.61   (feet)  ADJUSTED  
 BW1811  ___________________________________________________________________
 BW1811  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BW1811  DYNAMIC HT  -          14.798 (meters)      48.55  (feet)  COMP
 BW1811  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 BW1811  OBS GRAVITY -     979,415.7   (mgal)                       GRAV_OBS
 BW1811
 BW1811  VERT ORDER  -  FIRST     CLASS II
 BW1811
 BW1811.The horizontal coordinates were scaled from a topographic map and have
 BW1811.an estimated accuracy of +/- 6 seconds.
 BW1811
 BW1811.The orthometric height was determined by differential leveling
 BW1811.and adjusted by the National Geodetic Survey in February 1994..
 BW1811
 BW1811.The geoid height was determined by GEOID03.
 BW1811
 BW1811.The dynamic height is computed by dividing the NAVD 88
 BW1811.geopotential number by the normal gravity value computed on the
 BW1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1811.degrees latitude (g = 980.6199 gals.).
 BW1811
 BW1811.The modeled gravity was interpolated from observed gravity values.
 BW1811.The observed gravity was obtained from relative gravimeter ties
 BW1811.to the IGSN71 gravity network.
 BW1811
 BW1811;                    North         East    Units  Estimated Accuracy
 BW1811;SPC LA N     -    86,150.    1,080,780.      MT  (+/- 180 meters Scaled)
 BW1811
 BW1811                          SUPERSEDED SURVEY CONTROL
 BW1811
 BW1811  NAVD 88 (06/15/91)   14.839  (m)           48.68   (f) UNKNOWN     1 2
 BW1811  NGVD 29 (??/??/??)   14.795  (m)           48.54   (f) ADJUSTED    1 2
 BW1811
 BW1811.Superseded values are not recommended for survey control.
 BW1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1811.See file dsdata.txt to determine how the superseded data were derived.
 BW1811
 BW1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ283607(NAD 83)
 BW1811_MARKER: DB = BENCH MARK DISK
 BW1811_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BW1811_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 BW1811_STAMPING: J-27-41 PBM
 BW1811_PROJECTION: PROJECTING 15 CENTIMETERS
 BW1811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1811+STABILITY: POSITION/ELEVATION WELL
 BW1811_ROD/PIPE-DEPTH: 30.2 meters
 BW1811_SLEEVE-DEPTH  : 12.2 meters
 BW1811
 BW1811  HISTORY     - Date     Condition        Report By
 BW1811  HISTORY     - UNK      MONUMENTED       USE
 BW1811  HISTORY     - 1979     GOOD             NGS
 BW1811
 BW1811                          STATION DESCRIPTION
 BW1811
 BW1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1811'6.8 MI NORTH FROM SHAW.
 BW1811'6.8 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE HIGH
 BW1811'910 IN SHAW TO THE MARK ON THE LEFT, SET 30 FEET BELOW THE HIGHWAY
 BW1811'AND WEST AND IN LINE WITH A CULVERT UNDER HIGHWAY 15, 0.05 MILE NORTH
 BW1811'OF MILE POST 31, 166 FEET WEST OF THE CENTER LINE OF HIGHWAY 15, 69
 BW1811'FEET WEST OF THE WEST END OF THE CONCRETE SPILLWAY FOR THE CULVERT
 BW1811'UNDER HIGHWAY 15, 27.3 FEET EAST OF A POWER LINE POLE WITH A GUY WIRE
 BW1811'AND A TRANSFORMER, 14 FEET SOUTHEAST OF BENCH MARK T 253, THIS MARK
 BW1811'IS A USE CLASS A MARK, A 1 3/4-INCH IRON PIPE INCLOSED INSIDE A 3-INCH
 BW1811'GALVANIZED CASING WITH A CAP INSIDE A 2 BY 2 FOOT CONCRETE BASE
 BW1811'SURROUNDED BY 4 IRON PIPE 4-FOOT HIGH PAINTED YELLOW, THIS MARK
 BW1811'CAN BE REACHED BY GOING 1.0 MILE SOUTH-SOUTHWEST ALONG STATE HIGHWAY
 BW1811'15 FROM THE JUNCTION OF THE LOWER GRAVEL ROAD ALONG THE LEVEE IN
 BW1811'SLOCUM.
 BW1811'THE MARK IS 12 FT  SE FROM A WITNESS POST.
 BW1811'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1817 ***********************************************************************
 BW1817  DESIGNATION -  J 27 42 USE
 BW1817  PID         -  BW1817
 BW1817  STATE/COUNTY-  LA/CONCORDIA
 BW1817  USGS QUAD   -  FAIRVIEW (1983)
 BW1817
 BW1817                         *CURRENT SURVEY CONTROL
 BW1817  ___________________________________________________________________
 BW1817* NAD 83(1986)-  31 19 13.     (N)    091 31 42.     (W)     SCALED    
 BW1817* NAVD 88     -        19.022  (meters)      62.41   (feet)  ADJUSTED  
 BW1817  ___________________________________________________________________
 BW1817  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW1817  DYNAMIC HT  -          18.999 (meters)      62.33  (feet)  COMP
 BW1817  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 BW1817
 BW1817  VERT ORDER  -  FIRST     CLASS II
 BW1817
 BW1817.The horizontal coordinates were scaled from a topographic map and have
 BW1817.an estimated accuracy of +/- 6 seconds.
 BW1817
 BW1817.The orthometric height was determined by differential leveling
 BW1817.and adjusted by the National Geodetic Survey in February 1994..
 BW1817
 BW1817.The geoid height was determined by GEOID03.
 BW1817
 BW1817.The dynamic height is computed by dividing the NAVD 88
 BW1817.geopotential number by the normal gravity value computed on the
 BW1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1817.degrees latitude (g = 980.6199 gals.).
 BW1817
 BW1817.The modeled gravity was interpolated from observed gravity values.
 BW1817
 BW1817;                    North         East    Units  Estimated Accuracy
 BW1817;SPC LA N     -    91,360.    1,092,480.      MT  (+/- 180 meters Scaled)
 BW1817
 BW1817                          SUPERSEDED SURVEY CONTROL
 BW1817
 BW1817  NAVD 88 (06/15/91)   19.044  (m)           62.48   (f) UNKNOWN     1 2
 BW1817  NGVD 29 (??/??/??)   19.006  (m)           62.36   (f) ADJUSTED    1 2
 BW1817
 BW1817.Superseded values are not recommended for survey control.
 BW1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1817.See file dsdata.txt to determine how the superseded data were derived.
 BW1817
 BW1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ400660(NAD 83)
 BW1817_MARKER: DB = BENCH MARK DISK
 BW1817_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BW1817_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 BW1817_STAMPING: J-27-42 1977
 BW1817_PROJECTION: FLUSH
 BW1817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1817+STABILITY: POSITION/ELEVATION WELL
 BW1817_ROD/PIPE-DEPTH: 19.5 meters
 BW1817_SLEEVE-DEPTH  : 12.2 meters
 BW1817
 BW1817  HISTORY     - Date     Condition        Report By
 BW1817  HISTORY     - 1977     MONUMENTED       USE
 BW1817  HISTORY     - 1979     GOOD             NGS
 BW1817
 BW1817                          STATION DESCRIPTION
 BW1817
 BW1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1817'9 MI SSE FROM DEER PARK.
 BW1817'9 MILES SOUTH-SOUTHEAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE
 BW1817'FROM THE JUNCTION OF STATE HIGHWAY 15 IN DEER PARK TO THE MARK ON
 BW1817'THE RIGHT, SET NEAR THE SOUTHEAST CORNER POST OF A 4-FOOT HIGH BARBED
 BW1817'WIRE FENCE AROUND A CLUSTER OF OIL STORAGE TANKS, 0.15 MILE NORTH OF
 BW1817'THE JUNCTION OF A FORKED JUNCTION OF A DIRT ROAD LEADING SOUTHWEST,
 BW1817'153 FEET WEST OF THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE,
 BW1817'58 FEET WEST OF THE CENTER OF A DIRT FARM ROAD BELOW THE LEVEE,
 BW1817'109 FEET SOUTH OF THE CENTER OF A PIPE CATTLE GUARD AND ENTRANCE TO
 BW1817'THE OIL TANKS, 11.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER POST OF
 BW1817'THE BARBED WIRE FENCE, 7 FEET SOUTH OF THE FENCE.  THIS IS A USE
 BW1817'CLASS A MARK SURROUNDED BY 4-4-FOOT HIGH METAL PIPES PAINTED YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1831 ***********************************************************************
 BW1831  DESIGNATION -  J 27 43 USE
 BW1831  PID         -  BW1831
 BW1831  STATE/COUNTY-  LA/CONCORDIA
 BW1831  USGS QUAD   -  DEER PARK (1983)
 BW1831
 BW1831                         *CURRENT SURVEY CONTROL
 BW1831  ___________________________________________________________________
 BW1831* NAD 83(1986)-  31 25 29.     (N)    091 34 28.     (W)     SCALED    
 BW1831* NAVD 88     -        16.833  (meters)      55.23   (feet)  ADJUSTED  
 BW1831  ___________________________________________________________________
 BW1831  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BW1831  DYNAMIC HT  -          16.813 (meters)      55.16  (feet)  COMP
 BW1831  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 BW1831
 BW1831  VERT ORDER  -  FIRST     CLASS II
 BW1831
 BW1831.The horizontal coordinates were scaled from a topographic map and have
 BW1831.an estimated accuracy of +/- 6 seconds.
 BW1831
 BW1831.The orthometric height was determined by differential leveling
 BW1831.and adjusted by the National Geodetic Survey in February 1994..
 BW1831
 BW1831.The geoid height was determined by GEOID03.
 BW1831
 BW1831.The dynamic height is computed by dividing the NAVD 88
 BW1831.geopotential number by the normal gravity value computed on the
 BW1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1831.degrees latitude (g = 980.6199 gals.).
 BW1831
 BW1831.The modeled gravity was interpolated from observed gravity values.
 BW1831
 BW1831;                    North         East    Units  Estimated Accuracy
 BW1831;SPC LA N     -   102,910.    1,088,000.      MT  (+/- 180 meters Scaled)
 BW1831
 BW1831                          SUPERSEDED SURVEY CONTROL
 BW1831
 BW1831  NAVD 88 (06/15/91)   16.854  (m)           55.30   (f) UNKNOWN     1 2
 BW1831  NGVD 29 (??/??/??)   16.822  (m)           55.19   (f) ADJUSTED    1 2
 BW1831
 BW1831.Superseded values are not recommended for survey control.
 BW1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1831.See file dsdata.txt to determine how the superseded data were derived.
 BW1831
 BW1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ354775(NAD 83)
 BW1831_MARKER: DB = BENCH MARK DISK
 BW1831_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BW1831_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 BW1831_STAMPING: J-27-43 STA. 8975+50
 BW1831_PROJECTION: PROJECTING 5 CENTIMETERS
 BW1831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1831+STABILITY: POSITION/ELEVATION WELL
 BW1831_ROD/PIPE-DEPTH: 23.5 meters
 BW1831_SLEEVE-DEPTH  : 0.00 meters
 BW1831
 BW1831  HISTORY     - Date     Condition        Report By
 BW1831  HISTORY     - 1977     MONUMENTED       USE
 BW1831  HISTORY     - 1979     GOOD             NGS
 BW1831
 BW1831                          STATION DESCRIPTION
 BW1831
 BW1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1831'0.8 MI NE FROM DEER PARK.
 BW1831'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF THE LEV
 BW1831'ROAD AT DEER PARK, 0.15 MILE SOUTHWEST OF MILE POST 43, 0.1 MILE
 BW1831'SOUTHEAST OF A BRICK HOUSE, AT THE Y-JUNCTION OF TWO GRAVELED ROADS
 BW1831'LEADING FROM THE HIGHWAY TO THE HOUSE, 122 FEET NORTHWEST OF THE
 BW1831'CENTER LINE OF THE HIGHWAY, 82 FEET SOUTHWEST OF THE CENTER OF THE
 BW1831'Y-JUNCTION, THE MARK IS SURROUNDED BY 4 YELLOW PIPES PROJECTING
 BW1831'3 FEET.
 BW1831'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BW1831'THE MARK IS 20 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1837 ***********************************************************************
 BW1837  DESIGNATION -  J 27 44 USE
 BW1837  PID         -  BW1837
 BW1837  STATE/COUNTY-  LA/CONCORDIA
 BW1837  USGS QUAD   -  DEER PARK (1983)
 BW1837
 BW1837                         *CURRENT SURVEY CONTROL
 BW1837  ___________________________________________________________________
 BW1837* NAD 83(1986)-  31 29 47.     (N)    091 31 34.     (W)     SCALED    
 BW1837* NAVD 88     -        17.495  (meters)      57.40   (feet)  ADJUSTED  
 BW1837  ___________________________________________________________________
 BW1837  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BW1837  DYNAMIC HT  -          17.474 (meters)      57.33  (feet)  COMP
 BW1837  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 BW1837
 BW1837  VERT ORDER  -  FIRST     CLASS II
 BW1837
 BW1837.The horizontal coordinates were scaled from a topographic map and have
 BW1837.an estimated accuracy of +/- 6 seconds.
 BW1837
 BW1837.The orthometric height was determined by differential leveling
 BW1837.and adjusted by the National Geodetic Survey in February 1994..
 BW1837
 BW1837.The geoid height was determined by GEOID03.
 BW1837
 BW1837.The dynamic height is computed by dividing the NAVD 88
 BW1837.geopotential number by the normal gravity value computed on the
 BW1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1837.degrees latitude (g = 980.6199 gals.).
 BW1837
 BW1837.The modeled gravity was interpolated from observed gravity values.
 BW1837
 BW1837;                    North         East    Units  Estimated Accuracy
 BW1837;SPC LA N     -   110,890.    1,092,520.      MT  (+/- 180 meters Scaled)
 BW1837
 BW1837                          SUPERSEDED SURVEY CONTROL
 BW1837
 BW1837  NAVD 88 (06/15/91)   17.515  (m)           57.46   (f) UNKNOWN     1 2
 BW1837  NGVD 29 (??/??/??)   17.488  (m)           57.38   (f) ADJUSTED    1 2
 BW1837
 BW1837.Superseded values are not recommended for survey control.
 BW1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1837.See file dsdata.txt to determine how the superseded data were derived.
 BW1837
 BW1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ399855(NAD 83)
 BW1837_MARKER: DB = BENCH MARK DISK
 BW1837_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BW1837_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 BW1837_STAMPING: BM J-27-44-77 STA. 8673+00
 BW1837_PROJECTION: RECESSED 5 CENTIMETERS
 BW1837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1837+STABILITY: POSITION/ELEVATION WELL
 BW1837_ROD/PIPE-DEPTH: 18.3 meters
 BW1837_SLEEVE-DEPTH  : 0.00 meters
 BW1837
 BW1837  HISTORY     - Date     Condition        Report By
 BW1837  HISTORY     - 1977     MONUMENTED       USE
 BW1837  HISTORY     - 1979     GOOD             NGS
 BW1837
 BW1837                          STATION DESCRIPTION
 BW1837
 BW1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1837'6.55 MI NE FROM DEER PARK.
 BW1837'6.55 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF THE
 BW1837'LEVEE ROAD AT DEER PARK, AT A POINT WHERE THE LEVEE CURVES AWAY FROM
 BW1837'THE HIGHWAY, 290 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 126
 BW1837'FEET SOUTH OF AN EAST-WEST FENCE LINE, 66 FEET EAST OF A NORTH-SOUTH
 BW1837'FENCE LINE, MARK IS SURROUNDED BY FOUR YELLOW PIPES PROJECTING 3 FEET.
 BW1837'THE MARK IS 20 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1835 ***********************************************************************
 BW1835  DESIGNATION -  J 27 45 USE
 BW1835  PID         -  BW1835
 BW1835  STATE/COUNTY-  LA/CONCORDIA
 BW1835  USGS QUAD   -  DEER PARK (1983)
 BW1835
 BW1835                         *CURRENT SURVEY CONTROL
 BW1835  ___________________________________________________________________
 BW1835* NAD 83(1986)-  31 28 23.     (N)    091 32 01.     (W)     SCALED    
 BW1835* NAVD 88     -        16.571  (meters)      54.37   (feet)  ADJUSTED  
 BW1835  ___________________________________________________________________
 BW1835  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BW1835  DYNAMIC HT  -          16.551 (meters)      54.30  (feet)  COMP
 BW1835  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 BW1835
 BW1835  VERT ORDER  -  FIRST     CLASS II
 BW1835
 BW1835.The horizontal coordinates were scaled from a topographic map and have
 BW1835.an estimated accuracy of +/- 6 seconds.
 BW1835
 BW1835.The orthometric height was determined by differential leveling
 BW1835.and adjusted by the National Geodetic Survey in February 1994..
 BW1835
 BW1835.The geoid height was determined by GEOID03.
 BW1835
 BW1835.The dynamic height is computed by dividing the NAVD 88
 BW1835.geopotential number by the normal gravity value computed on the
 BW1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1835.degrees latitude (g = 980.6199 gals.).
 BW1835
 BW1835.The modeled gravity was interpolated from observed gravity values.
 BW1835
 BW1835;                    North         East    Units  Estimated Accuracy
 BW1835;SPC LA N     -   108,300.    1,091,830.      MT  (+/- 180 meters Scaled)
 BW1835
 BW1835                          SUPERSEDED SURVEY CONTROL
 BW1835
 BW1835  NAVD 88 (06/15/91)   16.591  (m)           54.43   (f) UNKNOWN     1 2
 BW1835  NGVD 29 (??/??/??)   16.563  (m)           54.34   (f) ADJUSTED    1 2
 BW1835
 BW1835.Superseded values are not recommended for survey control.
 BW1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1835.See file dsdata.txt to determine how the superseded data were derived.
 BW1835
 BW1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ393829(NAD 83)
 BW1835_MARKER: DD = SURVEY DISK
 BW1835_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1835_SP_SET: COPPER-CLAD STEEL ROD
 BW1835_STAMPING: BM-J-27-45
 BW1835_PROJECTION: RECESSED 5 CENTIMETERS
 BW1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1835_ROD/PIPE-DEPTH: 40.8 meters
 BW1835
 BW1835  HISTORY     - Date     Condition        Report By
 BW1835  HISTORY     - UNK      MONUMENTED       USE
 BW1835  HISTORY     - 1979     GOOD             NGS
 BW1835
 BW1835                          STATION DESCRIPTION
 BW1835
 BW1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1835'4.9 MI NE FROM DEER PARK.
 BW1835'4.9 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF THE
 BW1835'LEVEE ROAD AT DEER PARK, AT A POWER SUB-STATION, 134 FEET NORTHWEST
 BW1835'OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET SOUTHWEST OF THE CENTER
 BW1835'OF THE ENTRANCE GATE TO THE SUB-STATION, 1.7 FEET SOUTH OF THE
 BW1835'SOUTHWEST POST FOR THE GATE.
 BW1835'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1833 ***********************************************************************
 BW1833  DESIGNATION -  J 27 46 USE
 BW1833  PID         -  BW1833
 BW1833  STATE/COUNTY-  LA/CONCORDIA
 BW1833  USGS QUAD   -  DEER PARK (1983)
 BW1833
 BW1833                         *CURRENT SURVEY CONTROL
 BW1833  ___________________________________________________________________
 BW1833* NAD 83(1986)-  31 26 49.     (N)    091 33 22.     (W)     SCALED    
 BW1833* NAVD 88     -        14.102  (meters)      46.27   (feet)  ADJUSTED  
 BW1833  ___________________________________________________________________
 BW1833  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BW1833  DYNAMIC HT  -          14.085 (meters)      46.21  (feet)  COMP
 BW1833  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 BW1833
 BW1833  VERT ORDER  -  FIRST     CLASS II
 BW1833
 BW1833.The horizontal coordinates were scaled from a topographic map and have
 BW1833.an estimated accuracy of +/- 6 seconds.
 BW1833
 BW1833.The orthometric height was determined by differential leveling
 BW1833.and adjusted by the National Geodetic Survey in February 1994..
 BW1833
 BW1833.The geoid height was determined by GEOID03.
 BW1833
 BW1833.The dynamic height is computed by dividing the NAVD 88
 BW1833.geopotential number by the normal gravity value computed on the
 BW1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1833.degrees latitude (g = 980.6199 gals.).
 BW1833
 BW1833.The modeled gravity was interpolated from observed gravity values.
 BW1833
 BW1833;                    North         East    Units  Estimated Accuracy
 BW1833;SPC LA N     -   105,380.    1,089,720.      MT  (+/- 180 meters Scaled)
 BW1833
 BW1833                          SUPERSEDED SURVEY CONTROL
 BW1833
 BW1833  NAVD 88 (06/15/91)   14.122  (m)           46.33   (f) UNKNOWN     1 2
 BW1833  NGVD 29 (??/??/??)   14.092  (m)           46.23   (f) ADJUSTED    1 2
 BW1833
 BW1833.Superseded values are not recommended for survey control.
 BW1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1833.See file dsdata.txt to determine how the superseded data were derived.
 BW1833
 BW1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ372800(NAD 83)
 BW1833_MARKER: DD = SURVEY DISK
 BW1833_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1833_SP_SET: COPPER-CLAD STEEL ROD
 BW1833_STAMPING: J-27-46
 BW1833_PROJECTION: RECESSED 5 CENTIMETERS
 BW1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1833_ROD/PIPE-DEPTH: 25.0 meters
 BW1833
 BW1833  HISTORY     - Date     Condition        Report By
 BW1833  HISTORY     - UNK      MONUMENTED       USE
 BW1833  HISTORY     - 1979     GOOD             NGS
 BW1833
 BW1833                          STATION DESCRIPTION
 BW1833
 BW1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1833'2.7 MI NE FROM DEER PARK.
 BW1833'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF THE
 BW1833'LEVEE ROAD AT DEER PARK, AT THE JUNCTION OF A GRAVELED ROAD LEADING
 BW1833'SOUTHWEST, 176 FEET SOUTHEAST OF THE EAST CORNER OF A ONE STORY
 BW1833'WHITE HOUSE, 163 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BW1833'9 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHEAST OF A POWER POLE
 BW1833'SUPPORTED BY A GUY WIRE.
 BW1833'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1829 ***********************************************************************
 BW1829  DESIGNATION -  J 27 47 USE
 BW1829  PID         -  BW1829
 BW1829  STATE/COUNTY-  LA/CONCORDIA
 BW1829  USGS QUAD   -  DEER PARK (1983)
 BW1829
 BW1829                         *CURRENT SURVEY CONTROL
 BW1829  ___________________________________________________________________
 BW1829* NAD 83(1986)-  31 23 59.     (N)    091 35 16.     (W)     SCALED    
 BW1829* NAVD 88     -        15.790  (meters)      51.80   (feet)  ADJUSTED  
 BW1829  ___________________________________________________________________
 BW1829  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BW1829  DYNAMIC HT  -          15.771 (meters)      51.74  (feet)  COMP
 BW1829  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 BW1829
 BW1829  VERT ORDER  -  FIRST     CLASS II
 BW1829
 BW1829.The horizontal coordinates were scaled from a topographic map and have
 BW1829.an estimated accuracy of +/- 6 seconds.
 BW1829
 BW1829.The orthometric height was determined by differential leveling
 BW1829.and adjusted by the National Geodetic Survey in February 1994..
 BW1829
 BW1829.The geoid height was determined by GEOID03.
 BW1829
 BW1829.The dynamic height is computed by dividing the NAVD 88
 BW1829.geopotential number by the normal gravity value computed on the
 BW1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1829.degrees latitude (g = 980.6199 gals.).
 BW1829
 BW1829.The modeled gravity was interpolated from observed gravity values.
 BW1829
 BW1829;                    North         East    Units  Estimated Accuracy
 BW1829;SPC LA N     -   100,120.    1,086,750.      MT  (+/- 180 meters Scaled)
 BW1829
 BW1829                          SUPERSEDED SURVEY CONTROL
 BW1829
 BW1829  NAVD 88 (06/15/91)   15.810  (m)           51.87   (f) UNKNOWN     1 2
 BW1829  NGVD 29 (??/??/??)   15.778  (m)           51.77   (f) ADJUSTED    1 2
 BW1829
 BW1829.Superseded values are not recommended for survey control.
 BW1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1829.See file dsdata.txt to determine how the superseded data were derived.
 BW1829
 BW1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ342747(NAD 83)
 BW1829_MARKER: DD = SURVEY DISK
 BW1829_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1829_SP_SET: COPPER-CLAD STEEL ROD
 BW1829_STAMPING: J-27-47
 BW1829_PROJECTION: PROJECTING 5 CENTIMETERS
 BW1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1829_ROD/PIPE-DEPTH: 53.3 meters
 BW1829
 BW1829  HISTORY     - Date     Condition        Report By
 BW1829  HISTORY     - UNK      MONUMENTED       USE
 BW1829  HISTORY     - 1979     GOOD             NGS
 BW1829
 BW1829                          STATION DESCRIPTION
 BW1829
 BW1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1829'1.1 MI SE FROM DEER PARK.
 BW1829'1.1 MILES SOUTH SOUTHEAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE
 BW1829'FROM THE JUNCTION OF STATE HIGHWAY 15 IN DEER PARK TO THE MARK ON THE
 BW1829'RIGHT, SET ON THE EAST SIDE OF A 24-INCH PECAN TREE 0.15 MILE NORTH
 BW1829'OF A SMALL CHURCH, 193 FEET WEST OF THE CENTER OF THE LOWER LEVEE
 BW1829'ROAD, 3.9 FEET EAST OF THE 24-INCH PECAN TREE, THIS MARK IS SURROUNDED
 BW1829'BY 2 CRESOTED POST AND THE PECAN TREE PAINTED YELLOW.
 BW1829'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BW1829'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1827 ***********************************************************************
 BW1827  DESIGNATION -  J 27 48 USE
 BW1827  PID         -  BW1827
 BW1827  STATE/COUNTY-  LA/CONCORDIA
 BW1827  USGS QUAD   -  DEER PARK (1983)
 BW1827
 BW1827                         *CURRENT SURVEY CONTROL
 BW1827  ___________________________________________________________________
 BW1827* NAD 83(1986)-  31 22 37.     (N)    091 34 44.     (W)     SCALED    
 BW1827* NAVD 88     -        16.482  (meters)      54.07   (feet)  ADJUSTED  
 BW1827  ___________________________________________________________________
 BW1827  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BW1827  DYNAMIC HT  -          16.462 (meters)      54.01  (feet)  COMP
 BW1827  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 BW1827
 BW1827  VERT ORDER  -  FIRST     CLASS II
 BW1827
 BW1827.The horizontal coordinates were scaled from a topographic map and have
 BW1827.an estimated accuracy of +/- 6 seconds.
 BW1827
 BW1827.The orthometric height was determined by differential leveling
 BW1827.and adjusted by the National Geodetic Survey in February 1994..
 BW1827
 BW1827.The geoid height was determined by GEOID03.
 BW1827
 BW1827.The dynamic height is computed by dividing the NAVD 88
 BW1827.geopotential number by the normal gravity value computed on the
 BW1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1827.degrees latitude (g = 980.6199 gals.).
 BW1827
 BW1827.The modeled gravity was interpolated from observed gravity values.
 BW1827
 BW1827;                    North         East    Units  Estimated Accuracy
 BW1827;SPC LA N     -    97,610.    1,087,620.      MT  (+/- 180 meters Scaled)
 BW1827
 BW1827                          SUPERSEDED SURVEY CONTROL
 BW1827
 BW1827  NAVD 88 (06/15/91)   16.503  (m)           54.14   (f) UNKNOWN     1 2
 BW1827  NGVD 29 (??/??/??)   16.469  (m)           54.03   (f) ADJUSTED    1 2
 BW1827
 BW1827.Superseded values are not recommended for survey control.
 BW1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1827.See file dsdata.txt to determine how the superseded data were derived.
 BW1827
 BW1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ351722(NAD 83)
 BW1827_MARKER: DD = SURVEY DISK
 BW1827_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1827_SP_SET: COPPER-CLAD STEEL ROD
 BW1827_STAMPING: J-27-48
 BW1827_PROJECTION: PROJECTING 5 CENTIMETERS
 BW1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1827_ROD/PIPE-DEPTH: 34.4 meters
 BW1827
 BW1827  HISTORY     - Date     Condition        Report By
 BW1827  HISTORY     - UNK      MONUMENTED       USE
 BW1827  HISTORY     - 1979     GOOD             NGS
 BW1827
 BW1827                          STATION DESCRIPTION
 BW1827
 BW1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1827'3.05 MI SSE FROM DEER PARK.
 BW1827'3.05 MILES SOUTH SOUTHEAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE
 BW1827'FROM THE JUNCTION OF STATE HIGHWAY 15 IN DEER PARK TO THE MARK ON THE
 BW1827'RIGHT, SET ALONG A 4 STRAND BARB WIRE FENCE ABOUT 6 FEET BELOW THE
 BW1827'ROAD, 268 FEET SOUTH OF THE CENTER OF THE ROAD, 26.5 FEET SOUTHEAST OF
 BW1827'A POWER POLE, 22 FEET WEST OF THE EAST END POST OF THE FENCE, 1.4
 BW1827'FEET NORTH OF THE FENCE, THIS MARK IS SURROUNDED BY 2 CRESOTED
 BW1827'POST AND A FENCE POST PAINTED YELLOW.
 BW1827'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BW1827'THE MARK IS 6 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1825 ***********************************************************************
 BW1825  DESIGNATION -  J 27 49 USE
 BW1825  PID         -  BW1825
 BW1825  STATE/COUNTY-  LA/CONCORDIA
 BW1825  USGS QUAD   -  FAIRVIEW (1983)
 BW1825
 BW1825                         *CURRENT SURVEY CONTROL
 BW1825  ___________________________________________________________________
 BW1825* NAD 83(1986)-  31 21 04.     (N)    091 34 18.     (W)     SCALED    
 BW1825* NAVD 88     -        14.800  (meters)      48.56   (feet)  ADJUSTED  
 BW1825  ___________________________________________________________________
 BW1825  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BW1825  DYNAMIC HT  -          14.782 (meters)      48.50  (feet)  COMP
 BW1825  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 BW1825
 BW1825  VERT ORDER  -  FIRST     CLASS II
 BW1825
 BW1825.The horizontal coordinates were scaled from a topographic map and have
 BW1825.an estimated accuracy of +/- 6 seconds.
 BW1825
 BW1825.The orthometric height was determined by differential leveling
 BW1825.and adjusted by the National Geodetic Survey in February 1994..
 BW1825
 BW1825.The geoid height was determined by GEOID03.
 BW1825
 BW1825.The dynamic height is computed by dividing the NAVD 88
 BW1825.geopotential number by the normal gravity value computed on the
 BW1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1825.degrees latitude (g = 980.6199 gals.).
 BW1825
 BW1825.The modeled gravity was interpolated from observed gravity values.
 BW1825
 BW1825;                    North         East    Units  Estimated Accuracy
 BW1825;SPC LA N     -    94,750.    1,088,330.      MT  (+/- 180 meters Scaled)
 BW1825
 BW1825                          SUPERSEDED SURVEY CONTROL
 BW1825
 BW1825  NAVD 88 (06/15/91)   14.821  (m)           48.63   (f) UNKNOWN     1 2
 BW1825  NGVD 29 (??/??/??)   14.785  (m)           48.51   (f) ADJUSTED    1 2
 BW1825
 BW1825.Superseded values are not recommended for survey control.
 BW1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1825.See file dsdata.txt to determine how the superseded data were derived.
 BW1825
 BW1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ358693(NAD 83)
 BW1825_MARKER: DD = SURVEY DISK
 BW1825_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1825_SP_SET: COPPER-CLAD STEEL ROD
 BW1825_STAMPING: J-27-49
 BW1825_PROJECTION: PROJECTING 5 CENTIMETERS
 BW1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1825_ROD/PIPE-DEPTH: 40.2 meters
 BW1825
 BW1825  HISTORY     - Date     Condition        Report By
 BW1825  HISTORY     - UNK      MONUMENTED       USE
 BW1825  HISTORY     - 1979     GOOD             NGS
 BW1825
 BW1825                          STATION DESCRIPTION
 BW1825
 BW1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1825'5.05 MI SSE FROM DEER PARK.
 BW1825'5.05 MILES SOUTH SOUTHEAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE
 BW1825'FROM THE JUNCTION OF STATE HIGHWAY 15 IN DEER PARK TO THE MARK ON THE
 BW1825'RIGHT, SET BETWEEN TWO SHARP CURVES IN THE LEVEE ROAD ON THE NORTHEAST
 BW1825'SIDE OF AN ABANDONED POWER POLE NUMBER 02,500, 113 FEET SOUTHWEST OF
 BW1825'THE CENTER OF THE LOWER LEVEE ROAD, 2.7 FEET NORTHEAST OF THE
 BW1825'ABANDONED POWER POLE, 38.5 FEET EAST OF A POWER POLE, AT THE EDGE OF
 BW1825'A SWAMPY AREA.  THIS MARK IS SURROUNDED BY 2 CRESOTED POST AND THE
 BW1825'ABANDONED POWER POLE.
 BW1825'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 BW1825'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1178 ***********************************************************************
 BW1178  DESIGNATION -  J 27 5 USE
 BW1178  PID         -  BW1178
 BW1178  STATE/COUNTY-  LA/CONCORDIA
 BW1178  USGS QUAD   -  DEER PARK (1983)
 BW1178
 BW1178                         *CURRENT SURVEY CONTROL
 BW1178  ___________________________________________________________________
 BW1178* NAD 83(1986)-  31 26 50.     (N)    091 33 22.     (W)     SCALED    
 BW1178* NAVD 88     -        14.60   (+/-2cm)      47.9    (feet)  VERTCON   
 BW1178  ___________________________________________________________________
 BW1178  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BW1178
 BW1178  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1178
 BW1178.The horizontal coordinates were scaled from a topographic map and have
 BW1178.an estimated accuracy of +/- 6 seconds.
 BW1178
 BW1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1178.The vertical order pertains to the NGVD 29 superseded value.
 BW1178
 BW1178.The geoid height was determined by GEOID03.
 BW1178
 BW1178;                    North         East    Units  Estimated Accuracy
 BW1178;SPC LA N     -   105,420.    1,089,720.      MT  (+/- 180 meters Scaled)
 BW1178
 BW1178                          SUPERSEDED SURVEY CONTROL
 BW1178
 BW1178  NGVD 29 (??/??/92)   14.59   (m)           47.9    (f) COMPUTED    1 2
 BW1178
 BW1178.Superseded values are not recommended for survey control.
 BW1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1178.See file dsdata.txt to determine how the superseded data were derived.
 BW1178
 BW1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ372800(NAD 83)
 BW1178_MARKER: DD = SURVEY DISK
 BW1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1178_STAMPING: J 27 5 60
 BW1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1178+STABILITY: SURFACE MOTION
 BW1178
 BW1178  HISTORY     - Date     Condition        Report By
 BW1178  HISTORY     - UNK      MONUMENTED       DOD
 BW1178  HISTORY     - 1966     GOOD             NGS
 BW1178  HISTORY     - 1978     MARK NOT FOUND   USGS
 BW1178  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1178
 BW1178                          STATION DESCRIPTION
 BW1178
 BW1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1178'13.1 MI SW FROM VIDALIA.
 BW1178'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1178'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1178'THENCE 6.1 MILES SOUTHWEST ALONG STATE HIGHWAY 15, IN SECTION 16, T 6
 BW1178'N, R 9 E, ABOUT 2.15 MILES SOUTHWEST OF A POWER COMPANY SUB-STATION,
 BW1178'148 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 BW1178'SOUTHEAST OF THE NORTHEAST HIGHWAY RIGHT-OF-WAY FENCE, 1.6 FEET
 BW1178'NORTHEAST OF A METAL WITNESS POST ABOUT 25 FEET BELOW THE LEVEL OF THE
 BW1178'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BW1178'NOTE-- THIS BENCH MARK IS ABOUT 0.45 MILE SOUTHWEST OF A PRIVATE ROAD
 BW1178'LEADING TO A GROUP OF OIL STORAGE TANKS.
 BW1178
 BW1178                          STATION RECOVERY (1978)
 BW1178
 BW1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BW1178'MARK NOT FOUND.
 BW1178
 BW1178                          STATION RECOVERY (1979)
 BW1178
 BW1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1178'CONSTRUCTION DONE TO LEVEE- NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1824 ***********************************************************************
 BW1824  DESIGNATION -  J 27 50 USE
 BW1824  PID         -  BW1824
 BW1824  STATE/COUNTY-  LA/CONCORDIA
 BW1824  USGS QUAD   -  FAIRVIEW (1983)
 BW1824
 BW1824                         *CURRENT SURVEY CONTROL
 BW1824  ___________________________________________________________________
 BW1824* NAD 83(1986)-  31 19 51.     (N)    091 33 14.     (W)     SCALED    
 BW1824* NAVD 88     -        15.194  (meters)      49.85   (feet)  ADJUSTED  
 BW1824  ___________________________________________________________________
 BW1824  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW1824  DYNAMIC HT  -          15.175 (meters)      49.79  (feet)  COMP
 BW1824  MODELED GRAV-     979,422.1   (mgal)                       NAVD 88
 BW1824
 BW1824  VERT ORDER  -  FIRST     CLASS II
 BW1824
 BW1824.The horizontal coordinates were scaled from a topographic map and have
 BW1824.an estimated accuracy of +/- 6 seconds.
 BW1824
 BW1824.The orthometric height was determined by differential leveling
 BW1824.and adjusted by the National Geodetic Survey in February 1994..
 BW1824
 BW1824.The geoid height was determined by GEOID03.
 BW1824
 BW1824.The dynamic height is computed by dividing the NAVD 88
 BW1824.geopotential number by the normal gravity value computed on the
 BW1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1824.degrees latitude (g = 980.6199 gals.).
 BW1824
 BW1824.The modeled gravity was interpolated from observed gravity values.
 BW1824
 BW1824;                    North         East    Units  Estimated Accuracy
 BW1824;SPC LA N     -    92,510.    1,090,040.      MT  (+/- 180 meters Scaled)
 BW1824
 BW1824                          SUPERSEDED SURVEY CONTROL
 BW1824
 BW1824  NAVD 88 (06/15/91)   15.215  (m)           49.92   (f) UNKNOWN     1 2
 BW1824  NGVD 29 (??/??/??)   15.178  (m)           49.80   (f) ADJUSTED    1 2
 BW1824
 BW1824.Superseded values are not recommended for survey control.
 BW1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1824.See file dsdata.txt to determine how the superseded data were derived.
 BW1824
 BW1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ375671(NAD 83)
 BW1824_MARKER: DD = SURVEY DISK
 BW1824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1824_SP_SET: COPPER-CLAD STEEL ROD
 BW1824_STAMPING: J-27-50
 BW1824_PROJECTION: PROJECTING 5 CENTIMETERS
 BW1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1824_ROD/PIPE-DEPTH: 22.6 meters
 BW1824
 BW1824  HISTORY     - Date     Condition        Report By
 BW1824  HISTORY     - UNK      MONUMENTED       USE
 BW1824  HISTORY     - 1979     GOOD             NGS
 BW1824
 BW1824                          STATION DESCRIPTION
 BW1824
 BW1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1824'6.95 MI SSE FROM DEER PARK.
 BW1824'6.95 MILES SOUTH-SOUTHEAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE
 BW1824'FROM THE JUNCTION OF STATE HIGHWAY 15 IN DEER PARK TO THE MARK ON THE
 BW1824'RIGHT, SET ABOUT 35 FEET BELOW THE ROAD AT A SHARP CURVE IN THE
 BW1824'LEVEE ROAD, NEAR A T-JUNCTION OF BARBED WIRE FENCES AND A POWER
 BW1824'LINE POLE, 146 FEET SOUTHWEST OF THE CENTER OF THE LOWER GRAVEL
 BW1824'ROAD OF THE LEVEE, 18.2 FEET NORTH OF THE POWER LINE POLE, 15 FEET
 BW1824'NORTHWEST OF A BARBED WIRE FENCE, 13.4 FEET SOUTHEAST OF THE OTHER
 BW1824'BARBED WIRE FENCE, 14.5 FEET NORTHWEST OF A SIGN READING WARNING
 BW1824'UNDERGROUND CABLE SOUTH CENTRAL BELL TELEPHONE CO. THIS MARK
 BW1824'IS SURROUNDED BY 3 CRESOTED POST PAINTED YELLOW.
 BW1824'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BW1824'THE MARK IS 35 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1821 ***********************************************************************
 BW1821  DESIGNATION -  J 27 51 USE
 BW1821  PID         -  BW1821
 BW1821  STATE/COUNTY-  LA/CONCORDIA
 BW1821  USGS QUAD   -  FAIRVIEW (1983)
 BW1821
 BW1821                         *CURRENT SURVEY CONTROL
 BW1821  ___________________________________________________________________
 BW1821* NAD 83(1986)-  31 17 25.     (N)    091 32 26.     (W)     SCALED    
 BW1821* NAVD 88     -        17.896  (meters)      58.71   (feet)  ADJUSTED  
 BW1821  ___________________________________________________________________
 BW1821  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW1821  DYNAMIC HT  -          17.874 (meters)      58.64  (feet)  COMP
 BW1821  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 BW1821
 BW1821  VERT ORDER  -  FIRST     CLASS II
 BW1821
 BW1821.The horizontal coordinates were scaled from a topographic map and have
 BW1821.an estimated accuracy of +/- 6 seconds.
 BW1821
 BW1821.The orthometric height was determined by differential leveling
 BW1821.and adjusted by the National Geodetic Survey in February 1994..
 BW1821
 BW1821.The geoid height was determined by GEOID03.
 BW1821
 BW1821.The dynamic height is computed by dividing the NAVD 88
 BW1821.geopotential number by the normal gravity value computed on the
 BW1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1821.degrees latitude (g = 980.6199 gals.).
 BW1821
 BW1821.The modeled gravity was interpolated from observed gravity values.
 BW1821
 BW1821;                    North         East    Units  Estimated Accuracy
 BW1821;SPC LA N     -    88,030.    1,091,350.      MT  (+/- 180 meters Scaled)
 BW1821
 BW1821                          SUPERSEDED SURVEY CONTROL
 BW1821
 BW1821  NAVD 88 (06/15/91)   17.918  (m)           58.79   (f) UNKNOWN     1 2
 BW1821  NGVD 29 (??/??/??)   17.879  (m)           58.66   (f) ADJUSTED    1 2
 BW1821
 BW1821.Superseded values are not recommended for survey control.
 BW1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1821.See file dsdata.txt to determine how the superseded data were derived.
 BW1821
 BW1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ389626(NAD 83)
 BW1821_MARKER: DD = SURVEY DISK
 BW1821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1821_SP_SET: COPPER-CLAD STEEL ROD
 BW1821_STAMPING: J-27-51
 BW1821_PROJECTION: RECESSED 5 CENTIMETERS
 BW1821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1821_ROD/PIPE-DEPTH: 57.6 meters
 BW1821
 BW1821  HISTORY     - Date     Condition        Report By
 BW1821  HISTORY     - UNK      MONUMENTED       USE
 BW1821  HISTORY     - 1979     GOOD             NGS
 BW1821
 BW1821                          STATION DESCRIPTION
 BW1821
 BW1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1821'5.75 MI NE FROM SLOCUM.
 BW1821'5.75 MILES EAST-NORTHEAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE
 BW1821'FROM THE JUNCTION OF STATE HIGHWAY 15 IN SLOCUM TO THE MARK ON THE
 BW1821'LEFT SET ABOUT 0.1 MILE NORTHWEST OF THE CENTER OF THE LEVEE ROAD
 BW1821'SURROUNDED BY 3 CRESOTED POST PAINTED YELLOW, 0.5 MILE NORTHEAST
 BW1821'OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST TO AN OIL WELL
 BW1821'AND A CLUSTER OF OIL STORAGE TANKS, 1.05 MILES SOUTHWEST OF A
 BW1821'CATTLE GUARD IN THE LEVEE ROAD, 0.15 MILE SOUTHWEST OF THE JUNCTION
 BW1821'OF A GRAVEL ROAD LEADING SOUTHEAST AND NORTHWEST CROSSING OVER THE
 BW1821'LEVEE ROAD, 425 FEET NORTHWEST OF THE CENTER OF THE LEVEE ROAD.
 BW1821'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BW1821'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1819 ***********************************************************************
 BW1819  DESIGNATION -  J 27 52 USE
 BW1819  PID         -  BW1819
 BW1819  STATE/COUNTY-  LA/CONCORDIA
 BW1819  USGS QUAD   -  FAIRVIEW (1983)
 BW1819
 BW1819                         *CURRENT SURVEY CONTROL
 BW1819  ___________________________________________________________________
 BW1819* NAD 83(1986)-  31 16 49.     (N)    091 33 52.     (W)     SCALED    
 BW1819* NAVD 88     -        16.485  (meters)      54.08   (feet)  ADJUSTED  
 BW1819  ___________________________________________________________________
 BW1819  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BW1819  DYNAMIC HT  -          16.465 (meters)      54.02  (feet)  COMP
 BW1819  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 BW1819
 BW1819  VERT ORDER  -  FIRST     CLASS II
 BW1819
 BW1819.The horizontal coordinates were scaled from a topographic map and have
 BW1819.an estimated accuracy of +/- 6 seconds.
 BW1819
 BW1819.The orthometric height was determined by differential leveling
 BW1819.and adjusted by the National Geodetic Survey in February 1994..
 BW1819
 BW1819.The geoid height was determined by GEOID03.
 BW1819
 BW1819.The dynamic height is computed by dividing the NAVD 88
 BW1819.geopotential number by the normal gravity value computed on the
 BW1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1819.degrees latitude (g = 980.6199 gals.).
 BW1819
 BW1819.The modeled gravity was interpolated from observed gravity values.
 BW1819
 BW1819;                    North         East    Units  Estimated Accuracy
 BW1819;SPC LA N     -    86,900.    1,089,080.      MT  (+/- 180 meters Scaled)
 BW1819
 BW1819                          SUPERSEDED SURVEY CONTROL
 BW1819
 BW1819  NAVD 88 (06/15/91)   16.507  (m)           54.16   (f) UNKNOWN     1 2
 BW1819  NGVD 29 (??/??/??)   16.468  (m)           54.03   (f) ADJUSTED    1 2
 BW1819
 BW1819.Superseded values are not recommended for survey control.
 BW1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1819.See file dsdata.txt to determine how the superseded data were derived.
 BW1819
 BW1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ366615(NAD 83)
 BW1819_MARKER: DD = SURVEY DISK
 BW1819_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1819_SP_SET: COPPER-CLAD STEEL ROD
 BW1819_STAMPING: J-27-52
 BW1819_PROJECTION: RECESSED 5 CENTIMETERS
 BW1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1819_ROD/PIPE-DEPTH: 49.7 meters
 BW1819
 BW1819  HISTORY     - Date     Condition        Report By
 BW1819  HISTORY     - UNK      MONUMENTED       USE
 BW1819  HISTORY     - 1979     GOOD             NGS
 BW1819
 BW1819                          STATION DESCRIPTION
 BW1819
 BW1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1819'1.35 MI EAST FROM SLOCUM.
 BW1819'1.35 MILES EAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE FROM THE
 BW1819'JUNCTION OF STATE HIGHWAY 15 IN SLOCUM TO THE MARK ON THE LEFT, SET
 BW1819'ON THE SOUTH SIDE OF A 36-INCH PECAN TREE, 0.1 MILE NORTH OF THE
 BW1819'CENTER OF THE LEVEE ROAD, 19 FEET SOUTH OF A 4-FOOT HIGH BARB WIRE
 BW1819'FENCE, 5 FEET SOUTH OF THE 36-INCH PECAN TREE, THIS MARK IS SURROUNDED
 BW1819'BY 2 CRESOTED POST AND THE TREE PAINTED YELLOW.
 BW1819'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BW1819'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1814 ***********************************************************************
 BW1814  DESIGNATION -  J 27 53 USE
 BW1814  PID         -  BW1814
 BW1814  STATE/COUNTY-  LA/CONCORDIA
 BW1814  USGS QUAD   -  FAIRVIEW (1983)
 BW1814
 BW1814                         *CURRENT SURVEY CONTROL
 BW1814  ___________________________________________________________________
 BW1814* NAD 83(1986)-  31 17 03.     (N)    091 35 44.     (W)     SCALED    
 BW1814* NAVD 88     -        17.137  (meters)      56.22   (feet)  ADJUSTED  
 BW1814  ___________________________________________________________________
 BW1814  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1814  DYNAMIC HT  -          17.116 (meters)      56.15  (feet)  COMP
 BW1814  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BW1814
 BW1814  VERT ORDER  -  FIRST     CLASS II
 BW1814
 BW1814.The horizontal coordinates were scaled from a topographic map and have
 BW1814.an estimated accuracy of +/- 6 seconds.
 BW1814
 BW1814.The orthometric height was determined by differential leveling
 BW1814.and adjusted by the National Geodetic Survey in February 1994..
 BW1814
 BW1814.The geoid height was determined by GEOID03.
 BW1814
 BW1814.The dynamic height is computed by dividing the NAVD 88
 BW1814.geopotential number by the normal gravity value computed on the
 BW1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1814.degrees latitude (g = 980.6199 gals.).
 BW1814
 BW1814.The modeled gravity was interpolated from observed gravity values.
 BW1814
 BW1814;                    North         East    Units  Estimated Accuracy
 BW1814;SPC LA N     -    87,310.    1,086,120.      MT  (+/- 180 meters Scaled)
 BW1814
 BW1814                          SUPERSEDED SURVEY CONTROL
 BW1814
 BW1814  NAVD 88 (06/15/91)   17.159  (m)           56.30   (f) UNKNOWN     1 2
 BW1814  NGVD 29 (??/??/??)   17.118  (m)           56.16   (f) ADJUSTED    1 2
 BW1814
 BW1814.Superseded values are not recommended for survey control.
 BW1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1814.See file dsdata.txt to determine how the superseded data were derived.
 BW1814
 BW1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ336619(NAD 83)
 BW1814_MARKER: DD = SURVEY DISK
 BW1814_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1814_SP_SET: COPPER-CLAD STEEL ROD
 BW1814_STAMPING: J-27-53
 BW1814_PROJECTION: FLUSH
 BW1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1814
 BW1814  HISTORY     - Date     Condition        Report By
 BW1814  HISTORY     - UNK      MONUMENTED       USE
 BW1814  HISTORY     - 1979     GOOD             NGS
 BW1814
 BW1814                          STATION DESCRIPTION
 BW1814
 BW1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1814'2.7 MI EAST FROM SLOCUM.
 BW1814'2.7 MILES EAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE FROM THE
 BW1814'JUNCTION OF STATE HIGHWAY 15 IN SLOCUM TO THE MARK ON THE LEFT, SET
 BW1814'AT THE SOUTHWEST CORNER POST OF A WIRE FENCE AROUND A 1 STORY WOOD
 BW1814'AND CONCRETE BLOCK HOUSE WITH 3 LARGE PECAN TREES IN THE FRONT LAWN,
 BW1814'158 FEET NORTH OF THE CENTER OF THE LOWER GRAVEL ROAD OF THE LEVEE,
 BW1814'92 FEET NORTH OF THE CENTER OF THE DIRT FARM ROAD BELOW THE LOWER
 BW1814'LEVEE ROAD, 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 BW1814'BLOCK HOUSE, 9.5 FEET SOUTH OF A 10-INCH PECAN TREE, 3 FEET WEST OF
 BW1814'THE SOUTHWEST CORNER POST OF THE WIRE FENCE AROUND THE HOUSE, THIS
 BW1814'MARK IS SURROUNDED BY 2 CRESOTED POST AND FENCE CORNER POST PAINTED
 BW1814'YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1812 ***********************************************************************
 BW1812  DESIGNATION -  J 27 54 USE
 BW1812  PID         -  BW1812
 BW1812  STATE/COUNTY-  LA/CONCORDIA
 BW1812  USGS QUAD   -  SLOCUM (1983)
 BW1812
 BW1812                         *CURRENT SURVEY CONTROL
 BW1812  ___________________________________________________________________
 BW1812* NAD 83(1986)-  31 17 15.     (N)    091 37 38.     (W)     SCALED    
 BW1812* NAVD 88     -        14.967  (meters)      49.10   (feet)  ADJUSTED  
 BW1812  ___________________________________________________________________
 BW1812  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW1812  DYNAMIC HT  -          14.949 (meters)      49.05  (feet)  COMP
 BW1812  MODELED GRAV-     979,418.0   (mgal)                       NAVD 88
 BW1812
 BW1812  VERT ORDER  -  FIRST     CLASS II
 BW1812
 BW1812.The horizontal coordinates were scaled from a topographic map and have
 BW1812.an estimated accuracy of +/- 6 seconds.
 BW1812
 BW1812.The orthometric height was determined by differential leveling
 BW1812.and adjusted by the National Geodetic Survey in February 1994..
 BW1812
 BW1812.The geoid height was determined by GEOID03.
 BW1812
 BW1812.The dynamic height is computed by dividing the NAVD 88
 BW1812.geopotential number by the normal gravity value computed on the
 BW1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1812.degrees latitude (g = 980.6199 gals.).
 BW1812
 BW1812.The modeled gravity was interpolated from observed gravity values.
 BW1812
 BW1812;                    North         East    Units  Estimated Accuracy
 BW1812;SPC LA N     -    87,650.    1,083,100.      MT  (+/- 180 meters Scaled)
 BW1812
 BW1812                          SUPERSEDED SURVEY CONTROL
 BW1812
 BW1812  NAVD 88 (06/15/91)   14.989  (m)           49.18   (f) UNKNOWN     1 2
 BW1812  NGVD 29 (??/??/??)   14.947  (m)           49.04   (f) ADJUSTED    1 2
 BW1812
 BW1812.Superseded values are not recommended for survey control.
 BW1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1812.See file dsdata.txt to determine how the superseded data were derived.
 BW1812
 BW1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ306622(NAD 83)
 BW1812_MARKER: DD = SURVEY DISK
 BW1812_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1812_SP_SET: COPPER-CLAD STEEL ROD
 BW1812_STAMPING: J-27-54
 BW1812_PROJECTION: PROJECTING 3 CENTIMETERS
 BW1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1812_ROD/PIPE-DEPTH: 52.1 meters
 BW1812
 BW1812  HISTORY     - Date     Condition        Report By
 BW1812  HISTORY     - UNK      MONUMENTED       USE
 BW1812  HISTORY     - 1979     GOOD             NGS
 BW1812
 BW1812                          STATION DESCRIPTION
 BW1812
 BW1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1812'0.65 MI EAST FROM SLOCUM.
 BW1812'0.65 MILE EAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE FROM THE
 BW1812'JUNCTION OF STATE HIGHWAY 15 IN SLOCUM TO THE MARK ON THE LEFT, SET
 BW1812'AT A T-JUNCTION OF POWER LINE POLE 02,095, 71, AND A ENTRANCE ROAD
 BW1812'TO A FARM FIELD WITH TWO LARGE CRESOTED POST, 135 FEET NORTH OF THE
 BW1812'CENTER OF THE LOWER LEVEE GRAVEL ROAD, 24 FEET EAST OF THE EAST
 BW1812'ENTRANCE POST TO THE FARM FIELD, 31 FEET NORTH OF THE CENTER OF A
 BW1812'DIRT FARM ROAD BELOW THE LOWER GRAVEL ROAD OF THE LEVEE, 3.2 FEET
 BW1812'SOUTH OF POWER LINE POLE 02, 095, 71, A T-JUNCTION OF A POWER LINE,
 BW1812'THIS MARK IS SURROUNDED BY TWO CRESOTED POST AND THE POWER POLE
 BW1812'PAINTED YELLOW.
 BW1812'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BW1812'THE MARK IS 25 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1195 ***********************************************************************
 BW1195  DESIGNATION -  J 27 9 USE
 BW1195  PID         -  BW1195
 BW1195  STATE/COUNTY-  LA/CONCORDIA
 BW1195  USGS QUAD   -  DEER PARK (1983)
 BW1195
 BW1195                         *CURRENT SURVEY CONTROL
 BW1195  ___________________________________________________________________
 BW1195* NAD 83(1986)-  31 23 34.     (N)    091 35 08.     (W)     SCALED    
 BW1195* NAVD 88     -        16.95   (+/-2cm)      55.6    (feet)  VERTCON   
 BW1195  ___________________________________________________________________
 BW1195  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BW1195
 BW1195  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1195
 BW1195.The horizontal coordinates were scaled from a topographic map and have
 BW1195.an estimated accuracy of +/- 6 seconds.
 BW1195
 BW1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1195.The vertical order pertains to the NGVD 29 superseded value.
 BW1195
 BW1195.The geoid height was determined by GEOID03.
 BW1195
 BW1195;                    North         East    Units  Estimated Accuracy
 BW1195;SPC LA N     -    99,360.    1,086,970.      MT  (+/- 180 meters Scaled)
 BW1195
 BW1195                          SUPERSEDED SURVEY CONTROL
 BW1195
 BW1195  NGVD 29 (??/??/92)   16.938  (m)           55.57   (f) ADJ UNCH    1 2
 BW1195
 BW1195.Superseded values are not recommended for survey control.
 BW1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1195.See file dsdata.txt to determine how the superseded data were derived.
 BW1195
 BW1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ344739(NAD 83)
 BW1195_MARKER: DD = SURVEY DISK
 BW1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1195_STAMPING: J-27-9 60
 BW1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1195+STABILITY: SURFACE MOTION
 BW1195
 BW1195  HISTORY     - Date     Condition        Report By
 BW1195  HISTORY     - UNK      MONUMENTED       DOD
 BW1195  HISTORY     - 1966     GOOD             NGS
 BW1195  HISTORY     - 1978     MARK NOT FOUND   USGS
 BW1195  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1195
 BW1195                          STATION DESCRIPTION
 BW1195
 BW1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1195'17.3 MI SW FROM VIDALIA.
 BW1195'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1195'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1195'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 1.7 MILES
 BW1195'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, IN SECTION 59,
 BW1195'T 5 N, R 9 E, ABOUT 112 YARDS NORTH OF A CORNER POST AT A T-JUNCTION
 BW1195'OF FENCES, 98 FEET WEST OF THE CENTER LINE OF THE ROAD, 44 FEET EAST
 BW1195'OF THE WEST RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF A WOODEN WITNESS
 BW1195'POST, ABOUT 20 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 BW1195'A CONCRETE POST PROJECTING 6 INCHES.
 BW1195
 BW1195                          STATION RECOVERY (1978)
 BW1195
 BW1195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BW1195'MARK NOT FOUND.
 BW1195
 BW1195                          STATION RECOVERY (1979)
 BW1195
 BW1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1195'SEARCHED FOR NOT RECOVERED, REFERENCE POINTS GONE LEVEE WIDENED
 BW1195'ATH THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2214 ***********************************************************************
 CQ2214  DESIGNATION -  J 270
 CQ2214  PID         -  CQ2214
 CQ2214  STATE/COUNTY-  LA/DE SOTO
 CQ2214  USGS QUAD   -  KEATCHIE (1972)
 CQ2214
 CQ2214                         *CURRENT SURVEY CONTROL
 CQ2214  ___________________________________________________________________
 CQ2214* NAD 83(1986)-  32 09 10.     (N)    093 55 30.     (W)     SCALED    
 CQ2214* NAVD 88     -       101.195  (meters)     332.00   (feet)  ADJUSTED  
 CQ2214  ___________________________________________________________________
 CQ2214  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2214  DYNAMIC HT  -         101.079 (meters)     331.62  (feet)  COMP
 CQ2214  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CQ2214
 CQ2214  VERT ORDER  -  FIRST     CLASS II
 CQ2214
 CQ2214.The horizontal coordinates were scaled from a topographic map and have
 CQ2214.an estimated accuracy of +/- 6 seconds.
 CQ2214
 CQ2214.The orthometric height was determined by differential leveling
 CQ2214.and adjusted by the National Geodetic Survey in June 1991..
 CQ2214
 CQ2214.The geoid height was determined by GEOID03.
 CQ2214
 CQ2214.The dynamic height is computed by dividing the NAVD 88
 CQ2214.geopotential number by the normal gravity value computed on the
 CQ2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2214.degrees latitude (g = 980.6199 gals.).
 CQ2214
 CQ2214.The modeled gravity was interpolated from observed gravity values.
 CQ2214
 CQ2214;                    North         East    Units  Estimated Accuracy
 CQ2214;SPC LA N     -   184,140.      865,590.      MT  (+/- 180 meters Scaled)
 CQ2214
 CQ2214                          SUPERSEDED SURVEY CONTROL
 CQ2214
 CQ2214  NGVD 29 (??/??/??)  101.258  (m)          332.21   (f) ADJUSTED    1 2
 CQ2214
 CQ2214.Superseded values are not recommended for survey control.
 CQ2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2214.See file dsdata.txt to determine how the superseded data were derived.
 CQ2214
 CQ2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR127577(NAD 83)
 CQ2214_MARKER: DB = BENCH MARK DISK
 CQ2214_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2214_SP_SET: STAINLESS STEEL ROD
 CQ2214_STAMPING: J 270 1979
 CQ2214_PROJECTION: FLUSH
 CQ2214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2214+STABILITY: POSITION/ELEVATION WELL
 CQ2214_ROD/PIPE-DEPTH: 6.10 meters
 CQ2214
 CQ2214  HISTORY     - Date     Condition        Report By
 CQ2214  HISTORY     - 1979     MONUMENTED       NGS
 CQ2214  HISTORY     - 19960504 GOOD             USPSQD
 CQ2214
 CQ2214                          STATION DESCRIPTION
 CQ2214
 CQ2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2214'2.6 MI SW FROM KEATCHIE.
 CQ2214'2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 CQ2214'KEATCHIE, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST, AT A
 CQ2214'POWERLINE CROSSING, 45.7 FT. SOUTHEAST OF THE CENTERLINE OF THE
 CQ2214'HIGHWAY, 29.0 FT. SOUTHWEST OF THE CENTERLINE OF THE ROAD, 157.5 FT.
 CQ2214'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 CQ2214'4.0 FT. SOUTHWEST OF POWERLINE POLE NUMBER 14-36 WITH TWO GUY WIRES.
 CQ2214'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CQ2214'PLASTIC SCREW PLUG.
 CQ2214'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 CQ2214'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ2214
 CQ2214                          STATION RECOVERY (1996)
 CQ2214
 CQ2214'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2190 ***********************************************************************
 CQ2190  DESIGNATION -  J 272
 CQ2190  PID         -  CQ2190
 CQ2190  STATE/COUNTY-  LA/CADDO
 CQ2190  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2190
 CQ2190                         *CURRENT SURVEY CONTROL
 CQ2190  ___________________________________________________________________
 CQ2190* NAD 83(1986)-  32 29 26.     (N)    093 45 59.     (W)     SCALED    
 CQ2190* NAVD 88     -        74.989  (meters)     246.03   (feet)  ADJUSTED  
 CQ2190  ___________________________________________________________________
 CQ2190  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ2190  DYNAMIC HT  -          74.905 (meters)     245.75  (feet)  COMP
 CQ2190  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CQ2190
 CQ2190  VERT ORDER  -  FIRST     CLASS II
 CQ2190
 CQ2190.The horizontal coordinates were scaled from a topographic map and have
 CQ2190.an estimated accuracy of +/- 6 seconds.
 CQ2190
 CQ2190.The orthometric height was determined by differential leveling
 CQ2190.and adjusted by the National Geodetic Survey in June 1991..
 CQ2190
 CQ2190.The geoid height was determined by GEOID03.
 CQ2190
 CQ2190.The dynamic height is computed by dividing the NAVD 88
 CQ2190.geopotential number by the normal gravity value computed on the
 CQ2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2190.degrees latitude (g = 980.6199 gals.).
 CQ2190
 CQ2190.The modeled gravity was interpolated from observed gravity values.
 CQ2190
 CQ2190;                    North         East    Units  Estimated Accuracy
 CQ2190;SPC LA N     -   221,400.      880,980.      MT  (+/- 180 meters Scaled)
 CQ2190
 CQ2190                          SUPERSEDED SURVEY CONTROL
 CQ2190
 CQ2190  NGVD 29 (??/??/??)   75.060  (m)          246.26   (f) ADJUSTED    1 2
 CQ2190
 CQ2190.Superseded values are not recommended for survey control.
 CQ2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2190.See file dsdata.txt to determine how the superseded data were derived.
 CQ2190
 CQ2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR279950(NAD 83)
 CQ2190_MARKER: DB = BENCH MARK DISK
 CQ2190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2190_SP_SET: STAINLESS STEEL ROD
 CQ2190_STAMPING: J 272 1979
 CQ2190_PROJECTION: FLUSH
 CQ2190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2190+STABILITY: POSITION/ELEVATION WELL
 CQ2190_ROD/PIPE-DEPTH: 5.49 meters
 CQ2190
 CQ2190  HISTORY     - Date     Condition        Report By
 CQ2190  HISTORY     - 1979     MONUMENTED       NGS
 CQ2190  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2190  HISTORY     - 19990515 GOOD             USPSQD
 CQ2190
 CQ2190                          STATION DESCRIPTION
 CQ2190
 CQ2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2190'1.0 MI SW FROM SHREVEPORT.
 CQ2190'1.0 MILE SOUTHWEST ALONG TEXAS AVENUE FROM THE JUNCTION OF MURPHY
 CQ2190'STREET AT THE CITY HALL IN SHREVEPORT, AT THE MAIN GATE OF THE
 CQ2190'ST. JOSEPH CEMETERY ON THE 2100 BLOCK OF TEXAS AVENUE, 39.5 FT.
 CQ2190'NORTHWEST OF THE CENTERLINE OF THE AVENUE, 16.5 FT. NORTHEAST OF THE
 CQ2190'CENTER OF 2 IRON GATES LEADING TO THE CEMETERY, 12.0 FT. WEST OF THE
 CQ2190'SOUTHWEST END OF THE GUS AND ANNIE K. BACILLA TOMBSTONE, 1.5 FT. SOUTH
 CQ2190'OF A CONCRETE FOUNDATION FOR AN IRON FENCE, 4.0 FT. SOUTHEAST OF
 CQ2190'THE CENTER OF A SMALL IRON GATE.  DISK IS 4 INCHES BELOW GROUND,
 CQ2190'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2190'THE MARK IS 1 FT ABOVE TEXAS AVENUE.
 CQ2190
 CQ2190                          STATION RECOVERY (1990)
 CQ2190
 CQ2190'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2190'MARK NOT FOUND.
 CQ2190
 CQ2190                          STATION RECOVERY (1999)
 CQ2190
 CQ2190'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1533 ***********************************************************************
 BJ1533  DESIGNATION -  J 275
 BJ1533  PID         -  BJ1533
 BJ1533  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1533  USGS QUAD   -  MANCHAC (1979)
 BJ1533
 BJ1533                         *CURRENT SURVEY CONTROL
 BJ1533  ___________________________________________________________________
 BJ1533* NAD 83(1986)-  30 18 47.     (N)    090 24 19.     (W)     SCALED    
 BJ1533* NAVD 88     -         1.641  (meters)       5.38   (feet)  ADJUSTED  
 BJ1533  ___________________________________________________________________
 BJ1533  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BJ1533  DYNAMIC HT  -           1.639 (meters)       5.38  (feet)  COMP
 BJ1533  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BJ1533
 BJ1533  VERT ORDER  -  FIRST     CLASS I
 BJ1533
 BJ1533.The horizontal coordinates were scaled from a topographic map and have
 BJ1533.an estimated accuracy of +/- 6 seconds.
 BJ1533
 BJ1533.The orthometric height was determined by differential leveling
 BJ1533.and adjusted by the National Geodetic Survey in February 1994..
 BJ1533
 BJ1533.The geoid height was determined by GEOID03.
 BJ1533
 BJ1533.The dynamic height is computed by dividing the NAVD 88
 BJ1533.geopotential number by the normal gravity value computed on the
 BJ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1533.degrees latitude (g = 980.6199 gals.).
 BJ1533
 BJ1533.The modeled gravity was interpolated from observed gravity values.
 BJ1533
 BJ1533;                    North         East    Units  Estimated Accuracy
 BJ1533;SPC LA S     -   201,330.    1,089,260.      MT  (+/- 180 meters Scaled)
 BJ1533
 BJ1533                          SUPERSEDED SURVEY CONTROL
 BJ1533
 BJ1533  NAVD 88 (06/15/91)    1.693  (m)            5.55   (f) UNKNOWN     1 1
 BJ1533  NGVD 29 (??/??/??)    1.679  (m)            5.51   (f) ADJUSTED    1 1
 BJ1533
 BJ1533.Superseded values are not recommended for survey control.
 BJ1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1533.See file dsdata.txt to determine how the superseded data were derived.
 BJ1533
 BJ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP495563(NAD 83)
 BJ1533_MARKER: DB = BENCH MARK DISK
 BJ1533_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1533_SP_SET: BRIDGE ABUTMENT
 BJ1533_STAMPING: J 275 1969
 BJ1533_MARK LOGO: CGS   
 BJ1533_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1533+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 BJ1533
 BJ1533  HISTORY     - Date     Condition        Report By
 BJ1533  HISTORY     - 1969     MONUMENTED       CGS
 BJ1533  HISTORY     - 1986     GOOD             NGS
 BJ1533  HISTORY     - 19920617 GOOD             NGS
 BJ1533  HISTORY     - 20060421 GOOD             NGS
 BJ1533
 BJ1533                          STATION DESCRIPTION
 BJ1533
 BJ1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1533'1.6 MI N FROM MANCHAC.
 BJ1533'ABOUT 1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1533'NORTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, IN SECTION 33,
 BJ1533'R 8 E, T 8 S, ALONG U. S. HIGHWAY 51, SET ON THE TOP OF THE EAST END
 BJ1533'OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER NORTH PASS,
 BJ1533'164 FEET WEST OF THE WEST RAIL, 20 FEET EAST OF THE CENTER LINE OF THE
 BJ1533'HIGHWAY AND LEVEL WITH THE HIGHWAY.
 BJ1533
 BJ1533                          STATION RECOVERY (1986)
 BJ1533
 BJ1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1533'RECOVERED IN GOOD CONDITION.
 BJ1533
 BJ1533                          STATION RECOVERY (1992)
 BJ1533
 BJ1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1533'14.1 KM (8.75 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1533'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, IN TOP OF AND 0.3 M
 BJ1533'(1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 BJ1533'ABUTMENT OF A HIGHWAY BRIDGE SPANNING NORTH PASS, 49.9 M (163.7 FT)
 BJ1533'SOUTHWEST OF THE NEAR RAIL, AND 5.7 M (18.7 FT) NORTHEAST OF AND LEVEL
 BJ1533'WITH THE CENTERLINE OF THE HIGHWAY.
 BJ1533
 BJ1533                          STATION RECOVERY (2006)
 BJ1533
 BJ1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1533'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1961 ***********************************************************************
 BX1961  DESIGNATION -  J 28
 BX1961  PID         -  BX1961
 BX1961  STATE/COUNTY-  LA/SABINE
 BX1961  USGS QUAD   -  FLORIEN (1997)
 BX1961
 BX1961                         *CURRENT SURVEY CONTROL
 BX1961  ___________________________________________________________________
 BX1961* NAD 83(1992)-  31 29 37.92751(N)    093 27 59.23937(W)     ADJUSTED  
 BX1961* NAVD 88     -       102.335  (meters)     335.74   (feet)  ADJUSTED  
 BX1961  ___________________________________________________________________
 BX1961  X           -    -329,145.817 (meters)                     COMP
 BX1961  Y           -  -5,433,691.915 (meters)                     COMP
 BX1961  Z           -   3,312,746.897 (meters)                     COMP
 BX1961  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 BX1961  ELLIP HEIGHT-          75.69  (meters)          (01/02/04) GPS OBS
 BX1961  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX1961  DYNAMIC HT  -         102.210 (meters)     335.33  (feet)  COMP
 BX1961  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 BX1961
 BX1961  HORZ ORDER  -  THIRD
 BX1961  VERT ORDER  -  SECOND    CLASS 0
 BX1961  ELLP ORDER  -  FOURTH    CLASS II
 BX1961
 BX1961.The horizontal coordinates were established by GPS observations
 BX1961.and adjusted by the National Geodetic Survey in January 1993..
 BX1961
 BX1961.The orthometric height was determined by differential leveling
 BX1961.and adjusted by the National Geodetic Survey in February 1994..
 BX1961
 BX1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX1961
 BX1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1961
 BX1961.The ellipsoidal height was determined by GPS observations
 BX1961.and is referenced to NAD 83.
 BX1961
 BX1961.The geoid height was determined by GEOID03.
 BX1961
 BX1961.The dynamic height is computed by dividing the NAVD 88
 BX1961.geopotential number by the normal gravity value computed on the
 BX1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1961.degrees latitude (g = 980.6199 gals.).
 BX1961
 BX1961.The modeled gravity was interpolated from observed gravity values.
 BX1961
 BX1961;                    North         East     Units Scale Factor Converg.
 BX1961;SPC LA N     -   110,605.143   908,185.054   MT  0.99994192   -0 30 39.5
 BX1961;SPC LA N     -   362,877.04  2,979,603.80   sFT  0.99994192   -0 30 39.5
 BX1961;UTM  15      - 3,484,431.302   455,700.267   MT  0.99962420   -0 14 37.3
 BX1961
 BX1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1961!SPC LA N     -   0.99998811  x   0.99994192  =   0.99993004
 BX1961!UTM  15      -   0.99998811  x   0.99962420  =   0.99961232
 BX1961
 BX1961                          SUPERSEDED SURVEY CONTROL
 BX1961
 BX1961  ELLIP H (01/21/93)   75.80   (m)                       GP(       ) 4 2
 BX1961  NAD 83(1986)-  31 29 37.94474(N)    093 27 59.22985(W) AD(       ) 3
 BX1961  NAD 27      -  31 29 37.31090(N)    093 27 58.59855(W) AD(       ) 3
 BX1961  NGVD 29 (??/??/??)  102.407  (m)          335.98   (f) ADJUSTED    2 0
 BX1961
 BX1961.Superseded values are not recommended for survey control.
 BX1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1961.See file dsdata.txt to determine how the superseded data were derived.
 BX1961
 BX1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5570084431(NAD 83)
 BX1961_MARKER: DB = BENCH MARK DISK
 BX1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1961_SP_SET: CONCRETE POST
 BX1961_STAMPING: J 28 1935
 BX1961_MARK LOGO: CGS   
 BX1961_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1961+STABILITY: SURFACE MOTION
 BX1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1961+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1989
 BX1961
 BX1961  HISTORY     - Date     Condition        Report By
 BX1961  HISTORY     - 1986     MONUMENTED       NGS
 BX1961  HISTORY     - 1962     GOOD             CGS
 BX1961  HISTORY     - 19870401 GOOD
 BX1961  HISTORY     - 19890613 GOOD             LADTD
 BX1961  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1961
 BX1961                          STATION DESCRIPTION
 BX1961
 BX1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (EDW)
 BX1961'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BX1961'THE MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BX1961'OBSERVATIONS.
 BX1961'
 BX1961'THE STATION IS LOCATED IN FISHER NEAR THE SOUTHEAST CORNER OF THE
 BX1961'POST OFFICE.
 BX1961'
 BX1961'THE STATION IS AT THE FISHER POST OFFICE.
 BX1961'
 BX1961'THE STATION IS A STANDARD CGS DISK
 BX1961'STAMPED---J 28 1935---,
 BX1961'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BX1961'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 BX1961'66.4 METERS (218 FT) EAST FROM THE SOUTHEAST CORNER OF THE POST
 BX1961'OFFICE BUILDING,
 BX1961'45.7 METERS (150 FT) SOUTH FROM THE OLD KANSAS CITY SOUTHERN
 BX1961'RAILWAY STATION,
 BX1961'22.8 METERS (75 FT) EAST FROM THE CENTER OF A PAVED ROAD,
 BX1961'11.7 METERS (38.5 FT) NORTH FROM THE CENTER OF A PAVED ROAD,
 BX1961'6.4 METERS (21 FT) WEST FROM THE WEST RAIL AND
 BX1961'0.3 METER (1 FT) WEST FROM A WITNESS POST.
 BX1961'
 BX1961'DESCRIBED BY R.D. BALL.
 BX1961
 BX1961                          STATION RECOVERY (1962)
 BX1961
 BX1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 BX1961'IN FISHER.
 BX1961'AT FISHER, SABINE PARISH, 150 FEET SOUTH OF THE KANSAS CITY SOUTHERN
 BX1961'RAILWAY STATION, 120 YARDS NORTH OF MILEPOST 639, AT THE CROSSING OF
 BX1961'MAIN STREET, 30 FEET NORTH OF THE CENTERLINE OF THE STREET, 25 FEET
 BX1961'WEST OF THE CENTERLINE OF THE TRACK, AND NEAR THE STATION SIDEWALK. A
 BX1961'STANDARD DISK, STAMPED J 28 1935 AND SET IN THE TOP OF A CONCRETE
 BX1961'POST.
 BX1961
 BX1961                          STATION RECOVERY (1987)
 BX1961
 BX1961'RECOVERED 1987
 BX1961'RECOVERED IN GOOD CONDITION.
 BX1961
 BX1961                          STATION RECOVERY (1989)
 BX1961
 BX1961'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX1961'THE STATION IS LOCATED ABOUT 44.2 KM (27.5 MI) NORTH OF LEESVILLE AND
 BX1961'ABOUT 9.2 KM (5.7 MI) SOUTH OF MANY.  OWNERSHIP--KANSAS CITY SOUTHERN
 BX1961'RAILROAD.
 BX1961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX1961'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 9.2
 BX1961'KM (5.7 MI) ON HIGHWAY 171 TO A PAVED ROAD LEADING WEST TO THE FIRST
 BX1961'BAPTIST CHURCH.  TURN RIGHT AND GO WEST FOR 0.72 KM (0.45 MI) ON THE
 BX1961'PAVED ROAD TO THE STATION ON THE RIGHT JUST WEST OF THE RAILROAD
 BX1961'TRACK,  109.7 M (359.9 FT) NORTH FROM MILE POST 639, 45.7 M
 BX1961'(149.9 FT) SOUTH FROM THE KANSAS CITY SOUTHERN RAILWAY STATION, 9.1 M
 BX1961'(29.9 FT) NORTH FROM THE CENTER OF THE PAVED ROAD AND 7.6 M
 BX1961'(24.9 FT) WEST FROM THE CENTER OF THE RAILROAD TRACKS.  THE STATION
 BX1961'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE PAVED ROAD.
 BX1961
 BX1961                          STATION RECOVERY (2001)
 BX1961
 BX1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1961'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1255 ***********************************************************************
 BW1255  DESIGNATION -  J 28 1
 BW1255  PID         -  BW1255
 BW1255  STATE/COUNTY-  LA/CONCORDIA
 BW1255  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1255
 BW1255                         *CURRENT SURVEY CONTROL
 BW1255  ___________________________________________________________________
 BW1255* NAD 83(1986)-  31 14 18.     (N)    091 39 36.     (W)     SCALED    
 BW1255* NAVD 88     -        12.04   (+/-2cm)      39.5    (feet)  VERTCON   
 BW1255  ___________________________________________________________________
 BW1255  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BW1255
 BW1255  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1255
 BW1255.The horizontal coordinates were scaled from a topographic map and have
 BW1255.an estimated accuracy of +/- 6 seconds.
 BW1255
 BW1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1255.The vertical order pertains to the NGVD 29 superseded value.
 BW1255
 BW1255.The geoid height was determined by GEOID03.
 BW1255
 BW1255;                    North         East    Units  Estimated Accuracy
 BW1255;SPC LA N     -    82,170.    1,080,020.      MT  (+/- 180 meters Scaled)
 BW1255
 BW1255                          SUPERSEDED SURVEY CONTROL
 BW1255
 BW1255  NGVD 29 (??/??/92)   12.02   (m)           39.4    (f) COMPUTED    1 2
 BW1255
 BW1255.Superseded values are not recommended for survey control.
 BW1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1255.See file dsdata.txt to determine how the superseded data were derived.
 BW1255
 BW1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ276567(NAD 83)
 BW1255_MARKER: DD = SURVEY DISK
 BW1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1255_STAMPING: J-28-1 60
 BW1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1255+STABILITY: SURFACE MOTION
 BW1255
 BW1255  HISTORY     - Date     Condition        Report By
 BW1255  HISTORY     - UNK      MONUMENTED       DOD
 BW1255  HISTORY     - 1966     GOOD             NGS
 BW1255  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1255  HISTORY     - 19910710 MARK NOT FOUND   LADTD
 BW1255
 BW1255                          STATION DESCRIPTION
 BW1255
 BW1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1255'2.9 MI NE FROM SHAW.
 BW1255'ABOUT 2.9 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1255'SCHOOLHOUSE AT SHAW, IN SECTION 33, T 3 N, R 8 E, 236 FEET WEST OF THE
 BW1255'CENTER LINE OF THE HIGHWAY, ABOUT 286 FEET NORTHWEST OF A CONCRETE
 BW1255'BASIN BETWEEN THE HIGHWAY AND THE TOP OF A LEVEE, 3 FEET EAST OF A
 BW1255'POWER POLE THAT IS BRACED BY A GUY WIRE AND WHICH BEARS A WITNESS
 BW1255'SHIELD, 1.8 FEET WEST OF A WOODEN WITNESS POST, ABOUT 30 FEET BELOW
 BW1255'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BW1255'PROJECTING 7 INCHES.
 BW1255
 BW1255                          STATION RECOVERY (1979)
 BW1255
 BW1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1255'NOT RECOVERED-BELIEVED DESTROYED BY CONSTRUCTION.
 BW1255
 BW1255                          STATION RECOVERY (1991)
 BW1255
 BW1255'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BW1255'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0006 ***********************************************************************
 BW0006  DESIGNATION -  J 28 19 USE
 BW0006  PID         -  BW0006
 BW0006  STATE/COUNTY-  LA/CONCORDIA
 BW0006  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW0006
 BW0006                         *CURRENT SURVEY CONTROL
 BW0006  ___________________________________________________________________
 BW0006* NAD 83(1986)-  31 09 46.     (N)    091 37 35.     (W)     SCALED    
 BW0006* NAVD 88     -        15.963  (meters)      52.37   (feet)  ADJUSTED  
 BW0006  ___________________________________________________________________
 BW0006  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BW0006  DYNAMIC HT  -          15.944 (meters)      52.31  (feet)  COMP
 BW0006  MODELED GRAV-     979,404.1   (mgal)                       NAVD 88
 BW0006
 BW0006  VERT ORDER  -  FIRST     CLASS I
 BW0006
 BW0006.The horizontal coordinates were scaled from a topographic map and have
 BW0006.an estimated accuracy of +/- 6 seconds.
 BW0006
 BW0006.The orthometric height was determined by differential leveling
 BW0006.and adjusted by the National Geodetic Survey in February 1994..
 BW0006
 BW0006.The geoid height was determined by GEOID03.
 BW0006
 BW0006.The dynamic height is computed by dividing the NAVD 88
 BW0006.geopotential number by the normal gravity value computed on the
 BW0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0006.degrees latitude (g = 980.6199 gals.).
 BW0006
 BW0006.The modeled gravity was interpolated from observed gravity values.
 BW0006
 BW0006;                    North         East    Units  Estimated Accuracy
 BW0006;SPC LA N     -    73,820.    1,083,290.      MT  (+/- 180 meters Scaled)
 BW0006
 BW0006                          SUPERSEDED SURVEY CONTROL
 BW0006
 BW0006  NAVD 88 (06/15/91)   15.987  (m)           52.45   (f) UNKNOWN     1 1
 BW0006  NGVD 29 (??/??/??)   15.938  (m)           52.29   (f) ADJUSTED    1 1
 BW0006
 BW0006.Superseded values are not recommended for survey control.
 BW0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0006.See file dsdata.txt to determine how the superseded data were derived.
 BW0006
 BW0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ309484(NAD 83)
 BW0006_MARKER: DD = SURVEY DISK
 BW0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0006_SP_SET: CONCRETE POST
 BW0006_STAMPING: J-28-19 75
 BW0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0006+STABILITY: SURFACE MOTION
 BW0006
 BW0006  HISTORY     - Date     Condition        Report By
 BW0006  HISTORY     - 1976     MONUMENTED       USE
 BW0006  HISTORY     - 1976     GOOD             NGS
 BW0006
 BW0006                          STATION DESCRIPTION
 BW0006
 BW0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0006'1.9 MI SOUTH FROM SHAW.
 BW0006'1.9 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0006'HIGHWAY 190 AT SHAW, 0.05 MILE NORTHEAST OF THE CENTER OF A SHARP
 BW0006'CURVE AT AN ANGLE IN A POWER LINE, 369 FT. NORTHWEST OF THE CENTER
 BW0006'LINE OF THE HIGHWAY, 1.5 FT. EAST OF POWER LINE POLE NO. 71 WITH
 BW0006'GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1800 ***********************************************************************
 BW1800  DESIGNATION -  J 28 21 USE
 BW1800  PID         -  BW1800
 BW1800  STATE/COUNTY-  LA/CONCORDIA
 BW1800  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1800
 BW1800                         *CURRENT SURVEY CONTROL
 BW1800  ___________________________________________________________________
 BW1800* NAD 83(1986)-  31 09 17.     (N)    091 38 02.     (W)     SCALED    
 BW1800* NAVD 88     -        15.936  (meters)      52.28   (feet)  ADJUSTED  
 BW1800  ___________________________________________________________________
 BW1800  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW1800  DYNAMIC HT  -          15.916 (meters)      52.22  (feet)  COMP
 BW1800  MODELED GRAV-     979,403.3   (mgal)                       NAVD 88
 BW1800
 BW1800  VERT ORDER  -  FIRST     CLASS II
 BW1800
 BW1800.The horizontal coordinates were scaled from a topographic map and have
 BW1800.an estimated accuracy of +/- 6 seconds.
 BW1800
 BW1800.The orthometric height was determined by differential leveling
 BW1800.and adjusted by the National Geodetic Survey in February 1994..
 BW1800
 BW1800.The geoid height was determined by GEOID03.
 BW1800
 BW1800.The dynamic height is computed by dividing the NAVD 88
 BW1800.geopotential number by the normal gravity value computed on the
 BW1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1800.degrees latitude (g = 980.6199 gals.).
 BW1800
 BW1800.The modeled gravity was interpolated from observed gravity values.
 BW1800
 BW1800;                    North         East    Units  Estimated Accuracy
 BW1800;SPC LA N     -    72,920.    1,082,580.      MT  (+/- 180 meters Scaled)
 BW1800
 BW1800                          SUPERSEDED SURVEY CONTROL
 BW1800
 BW1800  NAVD 88 (06/15/91)   15.959  (m)           52.36   (f) UNKNOWN     1 2
 BW1800  NGVD 29 (??/??/??)   15.910  (m)           52.20   (f) ADJUSTED    1 2
 BW1800
 BW1800.Superseded values are not recommended for survey control.
 BW1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1800.See file dsdata.txt to determine how the superseded data were derived.
 BW1800
 BW1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ302475(NAD 83)
 BW1800_MARKER: Z = SEE DESCRIPTION
 BW1800_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BW1800_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 BW1800_STAMPING: J 28-21
 BW1800_PROJECTION: PROJECTING 15 CENTIMETERS
 BW1800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1800+STABILITY: POSITION/ELEVATION WELL
 BW1800_ROD/PIPE-DEPTH: 30.5 meters
 BW1800_SLEEVE-DEPTH  : 12.2 meters
 BW1800
 BW1800  HISTORY     - Date     Condition        Report By
 BW1800  HISTORY     - UNK      MONUMENTED       USE
 BW1800  HISTORY     - 1979     GOOD             NGS
 BW1800
 BW1800                          STATION DESCRIPTION
 BW1800
 BW1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1800'IN BLACK HAWK.
 BW1800'IN BLACK HAWK, AT THE JUNCTION OF STATE HIGHWAY 15 AND A GRAVEL ROAD
 BW1800'LEADING NORTHWEST TO THE BLACK HAWK HUNTING CLUB, 2.65 MILES SOUTH
 BW1800'OF THE JUNCTION OF STATE HIGHWAY 910 IN SHAW, 0.15 MILE SOUTH OF
 BW1800'MILE POST 22, 250 FEET NORTHEAST OF THE BASE OF THE RAMP OF THE
 BW1800'GRAVEL ROAD LEADING NORTHWEST, 103 FT. NORTHWEST OF THE CENTER LINE OF
 BW1800'HIGHWAY 15, 92 FEET NORTH OF A STOP SIGN AT THE JUNCTION OF HIGHWAY 15
 BW1800'AND THE GRAVEL ROAD, THIS MARK IS A USE CLASS A MARK, A 1 3/4-IN. IRON
 BW1800'PIPE ENCLOSED INSIDE A 3-INCH GALVANIZED CASING WITH A CAP WITH
 BW1800'STAMPED J 28-21, SURROUNDED BY A 4 BY 4-FOOT CONCRETE BASE.
 BW1800'THE MARK IS 35 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1809 ***********************************************************************
 BW1809  DESIGNATION -  J 28 22 USE
 BW1809  PID         -  BW1809
 BW1809  STATE/COUNTY-  LA/CONCORDIA
 BW1809  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1809
 BW1809                         *CURRENT SURVEY CONTROL
 BW1809  ___________________________________________________________________
 BW1809* NAD 83(1986)-  31 14 56.     (N)    091 39 42.     (W)     SCALED    
 BW1809* NAVD 88     -        15.474  (meters)      50.77   (feet)  ADJUSTED  
 BW1809  ___________________________________________________________________
 BW1809  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BW1809  DYNAMIC HT  -          15.455 (meters)      50.71  (feet)  COMP
 BW1809  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 BW1809
 BW1809  VERT ORDER  -  FIRST     CLASS II
 BW1809
 BW1809.The horizontal coordinates were scaled from a topographic map and have
 BW1809.an estimated accuracy of +/- 6 seconds.
 BW1809
 BW1809.The orthometric height was determined by differential leveling
 BW1809.and adjusted by the National Geodetic Survey in February 1994..
 BW1809
 BW1809.The geoid height was determined by GEOID03.
 BW1809
 BW1809.The dynamic height is computed by dividing the NAVD 88
 BW1809.geopotential number by the normal gravity value computed on the
 BW1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1809.degrees latitude (g = 980.6199 gals.).
 BW1809
 BW1809.The modeled gravity was interpolated from observed gravity values.
 BW1809
 BW1809;                    North         East    Units  Estimated Accuracy
 BW1809;SPC LA N     -    83,340.    1,079,850.      MT  (+/- 180 meters Scaled)
 BW1809
 BW1809                          SUPERSEDED SURVEY CONTROL
 BW1809
 BW1809  NAVD 88 (06/15/91)   15.496  (m)           50.84   (f) UNKNOWN     1 2
 BW1809  NGVD 29 (??/??/??)   15.451  (m)           50.69   (f) ADJUSTED    1 2
 BW1809
 BW1809.Superseded values are not recommended for survey control.
 BW1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1809.See file dsdata.txt to determine how the superseded data were derived.
 BW1809
 BW1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ274579(NAD 83)
 BW1809_MARKER: DD = SURVEY DISK
 BW1809_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1809_SP_SET: COPPER-CLAD STEEL ROD
 BW1809_STAMPING: J 28-22
 BW1809_PROJECTION: PROJECTING 5 CENTIMETERS
 BW1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1809_ROD/PIPE-DEPTH: 42.4 meters
 BW1809
 BW1809  HISTORY     - Date     Condition        Report By
 BW1809  HISTORY     - UNK      MONUMENTED       USE
 BW1809  HISTORY     - 1979     GOOD             NGS
 BW1809
 BW1809                          STATION DESCRIPTION
 BW1809
 BW1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1809'4.75 MI NORTH FROM SHAW.
 BW1809'4.75 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW1809'HIGHWAY 910 IN SHAW TO THE MARK ON THE LEFT, SET ABOUT 30 FEET BELOW
 BW1809'THE HIGHWAY AND ABOUT 100 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A
 BW1809'SMALL LAKE, 0.05 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING
 BW1809'SOUTHWEST TO THE LAKE, 0.05 MILE NORTH OF MILE POST 29, 133 FEET EAST
 BW1809'OF A POWER LINE POLE, 110 FEET WEST OF THE CENNER LINE OF HIGHWAY 15,
 BW1809'57 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, THREE CRESOTED POST
 BW1809'PAINTED YELLOW SURROUND THIS MARK.
 BW1809'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BW1809'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1807 ***********************************************************************
 BW1807  DESIGNATION -  J 28 23 USE
 BW1807  PID         -  BW1807
 BW1807  STATE/COUNTY-  LA/CONCORDIA
 BW1807  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1807
 BW1807                         *CURRENT SURVEY CONTROL
 BW1807  ___________________________________________________________________
 BW1807* NAD 83(1986)-  31 13 34.     (N)    091 38 43.     (W)     SCALED    
 BW1807* NAVD 88     -        12.747  (meters)      41.82   (feet)  ADJUSTED  
 BW1807  ___________________________________________________________________
 BW1807  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BW1807  DYNAMIC HT  -          12.731 (meters)      41.77  (feet)  COMP
 BW1807  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 BW1807
 BW1807  VERT ORDER  -  FIRST     CLASS II
 BW1807
 BW1807.The horizontal coordinates were scaled from a topographic map and have
 BW1807.an estimated accuracy of +/- 6 seconds.
 BW1807
 BW1807.The orthometric height was determined by differential leveling
 BW1807.and adjusted by the National Geodetic Survey in February 1994..
 BW1807
 BW1807.The geoid height was determined by GEOID03.
 BW1807
 BW1807.The dynamic height is computed by dividing the NAVD 88
 BW1807.geopotential number by the normal gravity value computed on the
 BW1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1807.degrees latitude (g = 980.6199 gals.).
 BW1807
 BW1807.The modeled gravity was interpolated from observed gravity values.
 BW1807
 BW1807;                    North         East    Units  Estimated Accuracy
 BW1807;SPC LA N     -    80,830.    1,081,430.      MT  (+/- 180 meters Scaled)
 BW1807
 BW1807                          SUPERSEDED SURVEY CONTROL
 BW1807
 BW1807  NAVD 88 (06/15/91)   12.770  (m)           41.90   (f) UNKNOWN     1 2
 BW1807  NGVD 29 (??/??/??)   12.723  (m)           41.74   (f) ADJUSTED    1 2
 BW1807
 BW1807.Superseded values are not recommended for survey control.
 BW1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1807.See file dsdata.txt to determine how the superseded data were derived.
 BW1807
 BW1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ290554(NAD 83)
 BW1807_MARKER: DD = SURVEY DISK
 BW1807_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1807_SP_SET: COPPER-CLAD STEEL ROD
 BW1807_STAMPING: J 28 23
 BW1807_PROJECTION: PROJECTING 5 CENTIMETERS
 BW1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1807_ROD/PIPE-DEPTH: 50.9 meters
 BW1807
 BW1807  HISTORY     - Date     Condition        Report By
 BW1807  HISTORY     - UNK      MONUMENTED       USE
 BW1807  HISTORY     - 1979     GOOD             NGS
 BW1807
 BW1807                          STATION DESCRIPTION
 BW1807
 BW1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1807'2.75 MI NORTH FROM SHAW.
 BW1807'2.75 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW1807'HIGHWAY 910 IN SHAW TO THE MARK ON THE LEFT, SET 30 FEET BELOW THE
 BW1807'HIGHWAY, SOUTHWEST AND IN LINE WITH A 4-FOOT HIGH YELLOW CONCRETE
 BW1807'LEVEE MARKER WITH DISK STAMPED 10.200 1979, 0.05 MILE NORTH OF MILE
 BW1807'POST 27, 209 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 15, 137
 BW1807'FEET NORTHEAST OF A POWER LINE POLE, THIS MARK IS SURROUNDED BY
 BW1807'3 CRESOTED POST PAINTED YELLOW.
 BW1807'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1807'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1805 ***********************************************************************
 BW1805  DESIGNATION -  J 28 24 USE
 BW1805  PID         -  BW1805
 BW1805  STATE/COUNTY-  LA/CONCORDIA
 BW1805  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1805
 BW1805                         *CURRENT SURVEY CONTROL
 BW1805  ___________________________________________________________________
 BW1805* NAD 83(1986)-  31 12 17.     (N)    091 37 45.     (W)     SCALED    
 BW1805* NAVD 88     -        18.930  (meters)      62.11   (feet)  ADJUSTED  
 BW1805  ___________________________________________________________________
 BW1805  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BW1805  DYNAMIC HT  -          18.907 (meters)      62.03  (feet)  COMP
 BW1805  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 BW1805
 BW1805  VERT ORDER  -  FIRST     CLASS II
 BW1805
 BW1805.The horizontal coordinates were scaled from a topographic map and have
 BW1805.an estimated accuracy of +/- 6 seconds.
 BW1805
 BW1805.The orthometric height was determined by differential leveling
 BW1805.and adjusted by the National Geodetic Survey in February 1994..
 BW1805
 BW1805.The geoid height was determined by GEOID03.
 BW1805
 BW1805.The dynamic height is computed by dividing the NAVD 88
 BW1805.geopotential number by the normal gravity value computed on the
 BW1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1805.degrees latitude (g = 980.6199 gals.).
 BW1805
 BW1805.The modeled gravity was interpolated from observed gravity values.
 BW1805
 BW1805;                    North         East    Units  Estimated Accuracy
 BW1805;SPC LA N     -    78,470.    1,082,990.      MT  (+/- 180 meters Scaled)
 BW1805
 BW1805                          SUPERSEDED SURVEY CONTROL
 BW1805
 BW1805  NAVD 88 (06/15/91)   18.954  (m)           62.18   (f) UNKNOWN     1 2
 BW1805  NGVD 29 (??/??/??)   18.906  (m)           62.03   (f) ADJUSTED    1 2
 BW1805
 BW1805.Superseded values are not recommended for survey control.
 BW1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1805.See file dsdata.txt to determine how the superseded data were derived.
 BW1805
 BW1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ305531(NAD 83)
 BW1805_MARKER: DD = SURVEY DISK
 BW1805_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1805_SP_SET: COPPER-CLAD STEEL ROD
 BW1805_STAMPING: J 28-24
 BW1805_PROJECTION: FLUSH
 BW1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1805_ROD/PIPE-DEPTH: 23.8 meters
 BW1805
 BW1805  HISTORY     - Date     Condition        Report By
 BW1805  HISTORY     - UNK      MONUMENTED       USE
 BW1805  HISTORY     - 1979     GOOD             NGS
 BW1805
 BW1805                          STATION DESCRIPTION
 BW1805
 BW1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1805'0.95 MI NORTH FROM SHAW.
 BW1805'0.95 MILE NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE HIGH
 BW1805'910 IN SHAW TO THE MARK ON THE LEFT, 0.15 MILE NORTH OF A CATTLE
 BW1805'GUARD SET IN HIGHWAY 15, 304 FEET NORTHEAST OF A POWER POLE, 117
 BW1805'FEET NORTHWEST OF A SIGN READING CATTLE GUARD, 39.3 FEET WEST OF THE
 BW1805'CENTER LINE OF HIGHWAY 15.
 BW1805'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BW1805'THE MARK IS 4 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1804 ***********************************************************************
 BW1804  DESIGNATION -  J 28 25 USE
 BW1804  PID         -  BW1804
 BW1804  STATE/COUNTY-  LA/CONCORDIA
 BW1804  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1804
 BW1804                         *CURRENT SURVEY CONTROL
 BW1804  ___________________________________________________________________
 BW1804* NAD 83(1986)-  31 10 26.     (N)    091 37 44.     (W)     SCALED    
 BW1804* NAVD 88     -        16.051  (meters)      52.66   (feet)  ADJUSTED  
 BW1804  ___________________________________________________________________
 BW1804  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BW1804  DYNAMIC HT  -          16.031 (meters)      52.59  (feet)  COMP
 BW1804  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 BW1804
 BW1804  VERT ORDER  -  FIRST     CLASS II
 BW1804
 BW1804.The horizontal coordinates were scaled from a topographic map and have
 BW1804.an estimated accuracy of +/- 6 seconds.
 BW1804
 BW1804.The orthometric height was determined by differential leveling
 BW1804.and adjusted by the National Geodetic Survey in February 1994..
 BW1804
 BW1804.The geoid height was determined by GEOID03.
 BW1804
 BW1804.The dynamic height is computed by dividing the NAVD 88
 BW1804.geopotential number by the normal gravity value computed on the
 BW1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1804.degrees latitude (g = 980.6199 gals.).
 BW1804
 BW1804.The modeled gravity was interpolated from observed gravity values.
 BW1804
 BW1804;                    North         East    Units  Estimated Accuracy
 BW1804;SPC LA N     -    75,050.    1,083,040.      MT  (+/- 180 meters Scaled)
 BW1804
 BW1804                          SUPERSEDED SURVEY CONTROL
 BW1804
 BW1804  NAVD 88 (06/15/91)   16.074  (m)           52.74   (f) UNKNOWN     1 2
 BW1804  NGVD 29 (??/??/??)   16.025  (m)           52.58   (f) ADJUSTED    1 2
 BW1804
 BW1804.Superseded values are not recommended for survey control.
 BW1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1804.See file dsdata.txt to determine how the superseded data were derived.
 BW1804
 BW1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ306496(NAD 83)
 BW1804_MARKER: DD = SURVEY DISK
 BW1804_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1804_SP_SET: COPPER-CLAD STEEL ROD
 BW1804_STAMPING: J 28-25
 BW1804_PROJECTION: FLUSH
 BW1804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1804_ROD/PIPE-DEPTH: 47.5 meters
 BW1804
 BW1804  HISTORY     - Date     Condition        Report By
 BW1804  HISTORY     - UNK      MONUMENTED       USE
 BW1804  HISTORY     - 1979     GOOD             NGS
 BW1804
 BW1804                          STATION DESCRIPTION
 BW1804
 BW1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1804'1.05 MI SOUTH FROM SHAW.
 BW1804'1.05 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW1804'HIGHWAY 910 IN SHAW TO THE MARK ON THE RIGHT, 0.45 MILE SOUTH OF MILE
 BW1804'POST 23, 242 FEET WEST OF THE CENTER LINE OF HIGHWAY 15, 2.5 FEET
 BW1804'NORTHEAST OF POWER POLE 71.
 BW1804'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BW1804'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0185 ***********************************************************************
 AT0185  DESIGNATION -  J 280
 AT0185  PID         -  AT0185
 AT0185  STATE/COUNTY-  LA/PLAQUEMINES
 AT0185  USGS QUAD   -  SOUTH PASS (1971)
 AT0185
 AT0185                         *CURRENT SURVEY CONTROL
 AT0185  ___________________________________________________________________
 AT0185* NAD 83(1986)-  29 01 01.     (N)    089 10 11.     (W)     SCALED    
 AT0185* NAVD 88     -         0.353  (meters)       1.16   (feet)  READJUSTED
 AT0185  ___________________________________________________________________
 AT0185  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AT0185  DYNAMIC HT  -           0.350 (meters)       1.15  (feet)  COMP
 AT0185  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AT0185
 AT0185  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0185
 AT0185.The horizontal coordinates were scaled from a topographic map and have
 AT0185.an estimated accuracy of +/- 6 seconds.
 AT0185
 AT0185.The orthometric height was determined by differential leveling
 AT0185.and adjusted by the National Geodetic Survey in February 1994..
 AT0185.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0185.distribution rate of 0.0 thru 1.0 mm/km.
 AT0185.The height was derived from older observations constrained to new
 AT0185.heights in a crustal motion area.  The height is approximate in
 AT0185.relation to other heights in its vicinity.
 AT0185
 AT0185.The geoid height was determined by GEOID03.
 AT0185
 AT0185.The dynamic height is computed by dividing the NAVD 88
 AT0185.geopotential number by the normal gravity value computed on the
 AT0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0185.degrees latitude (g = 980.6199 gals.).
 AT0185
 AT0185.The modeled gravity was interpolated from observed gravity values.
 AT0185
 AT0185;                    North         East    Units  Estimated Accuracy
 AT0185;SPC LA S     -    59,290.    1,210,790.      MT  (+/- 180 meters Scaled)
 AT0185
 AT0185                          SUPERSEDED SURVEY CONTROL
 AT0185
 AT0185  NGVD 29 (??/??/??)    0.432  (m)            1.42   (f) ADJUSTED    1 1
 AT0185
 AT0185.Superseded values are not recommended for survey control.
 AT0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0185.See file dsdata.txt to determine how the superseded data were derived.
 AT0185
 AT0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT886118(NAD 83)
 AT0185_MARKER: DB = BENCH MARK DISK
 AT0185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0185_SP_SET: COPPER-CLAD STEEL ROD
 AT0185_STAMPING: J 280 1971
 AT0185_PROJECTION: PROJECTING 30 CENTIMETERS
 AT0185_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0185_ROD/PIPE-DEPTH: 19.5 meters
 AT0185
 AT0185  HISTORY     - Date     Condition        Report By
 AT0185  HISTORY     - 1971     MONUMENTED       NGS
 AT0185
 AT0185                          STATION DESCRIPTION
 AT0185
 AT0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0185'0.3 MI NW FROM PORT EADS.
 AT0185'ABOUT 0.3 MILE NORTHWEST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0185'THE LIGHTHOUSE AT PORT EADS, ABOUT 100 YARDS SOUTH OF THE SOUTH BANK
 AT0185'OF A CANAL LEADING SOUTHWESTERLY TO THE GULF OF MEXICO, 50 YARDS
 AT0185'SOUTHWEST OF THE SOUTHWEST BANK OF THE PASS, 10 FEET SOUTH OF A POWER
 AT0185'LINE POLE, IN LINE WITH A ROW OF POLES, AND IS A DISK ON THE TOP OF A
 AT0185'COPPER COATED STEEL ROD PROJECTING 12 INCHES ABOVE THE LEVEL OF THE
 AT0185'GROUND AND SURROUNDED BY 4 CREOSOTED POLES WITH A WITNESS SIGN ON THE
 AT0185'EAST POST, ENCASED IN A 4 INCH PLASTIC PIPE WHICH PROJECTS 12 INCHES
 AT0185'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 64
 AT0185'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0536 ***********************************************************************
 AT0536  DESIGNATION -  J 280 USE RESET 1977
 AT0536  PID         -  AT0536
 AT0536  STATE/COUNTY-  LA/PLAQUEMINES
 AT0536  USGS QUAD   -  SOUTH PASS (1971)
 AT0536
 AT0536                         *CURRENT SURVEY CONTROL
 AT0536  ___________________________________________________________________
 AT0536* NAD 83(1986)-  29 01 01.     (N)    089 10 11.     (W)     SCALED    
 AT0536* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AT0536  ___________________________________________________________________
 AT0536  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AT0536
 AT0536  VERT ORDER  -  THIRD (See Below)
 AT0536
 AT0536.The horizontal coordinates were scaled from a topographic map and have
 AT0536.an estimated accuracy of +/- 6 seconds.
 AT0536
 AT0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0536.The vertical order pertains to the NGVD 29 superseded value.
 AT0536
 AT0536.The geoid height was determined by GEOID03.
 AT0536
 AT0536;                    North         East    Units  Estimated Accuracy
 AT0536;SPC LA S     -    59,290.    1,210,790.      MT  (+/- 180 meters Scaled)
 AT0536
 AT0536                          SUPERSEDED SURVEY CONTROL
 AT0536
 AT0536  NGVD 29 (??/??/??)    1.00   (m)            3.3    (f) RESET       3  
 AT0536
 AT0536.Superseded values are not recommended for survey control.
 AT0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0536.See file dsdata.txt to determine how the superseded data were derived.
 AT0536
 AT0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT886118(NAD 83)
 AT0536_MARKER: DB = BENCH MARK DISK
 AT0536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0536_STAMPING: J 280 RESET 1977
 AT0536_PROJECTION: PROJECTING 8 CENTIMETERS
 AT0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0536_ROD/PIPE-DEPTH: 14.6 meters
 AT0536
 AT0536  HISTORY     - Date     Condition        Report By
 AT0536  HISTORY     - 1977     MONUMENTED       USE
 AT0536
 AT0536                          STATION DESCRIPTION
 AT0536
 AT0536'DESCRIBED BY US ENGINEERS 1977
 AT0536'IN PORT EADS.
 AT0536'ABOUT 300 FEET SOUTH OF THE LIGHTHOUSE IN PORT EADS, ABOUT 100
 AT0536'FEET WEST OF THE WEST BANK OF SOUTH PASS, AND DIRECTLY UNDER
 AT0536'THE CENTER OF TOWER NO 20-S, AT BASE LINE STATION 553+62.1. A
 AT0536'COPPER COATED STEEL ROD ENCASED IN A 4-INCH PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0158 ***********************************************************************
 AT0158  DESIGNATION -  J 281
 AT0158  PID         -  AT0158
 AT0158  STATE/COUNTY-  LA/PLAQUEMINES
 AT0158  USGS QUAD   -  DIXON BAY (1971)
 AT0158
 AT0158                         *CURRENT SURVEY CONTROL
 AT0158  ___________________________________________________________________
 AT0158* NAD 83(1986)-  29 00 22.     (N)    089 20 45.     (W)     SCALED    
 AT0158* NAVD 88     -         1.046  (meters)       3.43   (feet)  READJUSTED
 AT0158  ___________________________________________________________________
 AT0158  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AT0158  DYNAMIC HT  -           1.040 (meters)       3.41  (feet)  COMP
 AT0158  MODELED GRAV-     979,291.8   (mgal)                       NAVD 88
 AT0158
 AT0158  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0158
 AT0158.The horizontal coordinates were scaled from a topographic map and have
 AT0158.an estimated accuracy of +/- 6 seconds.
 AT0158
 AT0158.The orthometric height was determined by differential leveling
 AT0158.and adjusted by the National Geodetic Survey in February 1994..
 AT0158.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0158.distribution rate of 0.0 thru 1.0 mm/km.
 AT0158.The height was derived from older observations constrained to new
 AT0158.heights in a crustal motion area.  The height is approximate in
 AT0158.relation to other heights in its vicinity.
 AT0158
 AT0158.The geoid height was determined by GEOID03.
 AT0158
 AT0158.The dynamic height is computed by dividing the NAVD 88
 AT0158.geopotential number by the normal gravity value computed on the
 AT0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0158.degrees latitude (g = 980.6199 gals.).
 AT0158
 AT0158.The modeled gravity was interpolated from observed gravity values.
 AT0158
 AT0158;                    North         East    Units  Estimated Accuracy
 AT0158;SPC LA S     -    57,780.    1,193,650.      MT  (+/- 180 meters Scaled)
 AT0158
 AT0158                          SUPERSEDED SURVEY CONTROL
 AT0158
 AT0158  NGVD 29 (??/??/??)    1.125  (m)            3.69   (f) ADJUSTED    1 1
 AT0158
 AT0158.Superseded values are not recommended for survey control.
 AT0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0158.See file dsdata.txt to determine how the superseded data were derived.
 AT0158
 AT0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT714109(NAD 83)
 AT0158_MARKER: DB = BENCH MARK DISK
 AT0158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0158_SP_SET: 88 FEET
 AT0158_STAMPING: J 281 1971
 AT0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0158
 AT0158  HISTORY     - Date     Condition        Report By
 AT0158  HISTORY     - 1971     MONUMENTED       NGS
 AT0158
 AT0158                          STATION DESCRIPTION
 AT0158
 AT0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0158'3.75 MI NE FROM BURRWOOD.
 AT0158'ABOUT 3.75 MILES NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD
 AT0158'LIGHTHOUSE AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, 0.4 MILE
 AT0158'NORTHEAST OF A CHANNEL LIGHT WHICH BEARS A NUMBER 14, 75 YARDS
 AT0158'SOUTHEAST OF THE SOUTHEAST BANK OF THE PASS, 60 FEET NORTHWEST OF THE
 AT0158'MOST NORTHWESTERLY ROW OF 3 ROWS OF WOODEN PILINGS, SURROUNDED BY 3
 AT0158'CREOSOTED WOODEN POSTS WITH A WITNESS SHIELD ON THE MOST NORTHWESTERLY
 AT0158'POST, AND ON THE TOP OF A COPPER COATED ROD THAT PROJECTS 18 INCHES
 AT0158'AND IS ENCASED IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 18 INCHES. THE
 AT0158'ROD WAS DRIVEN TO A DEPTH OF 88 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0159 ***********************************************************************
 AT0159  DESIGNATION -  J 281 USE RESET 1976
 AT0159  PID         -  AT0159
 AT0159  STATE/COUNTY-  LA/PLAQUEMINES
 AT0159  USGS QUAD   -  DIXON BAY (1971)
 AT0159
 AT0159                         *CURRENT SURVEY CONTROL
 AT0159  ___________________________________________________________________
 AT0159* NAD 83(1986)-  29 00 12.     (N)    089 20 50.     (W)     SCALED    
 AT0159* NAVD 88     -         3.42   (+/-2cm)      11.2    (feet)  VERTCON   
 AT0159  ___________________________________________________________________
 AT0159  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AT0159
 AT0159  VERT ORDER  -  THIRD (See Below)
 AT0159
 AT0159.The horizontal coordinates were scaled from a topographic map and have
 AT0159.an estimated accuracy of +/- 6 seconds.
 AT0159
 AT0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0159.The vertical order pertains to the NGVD 29 superseded value.
 AT0159
 AT0159.The geoid height was determined by GEOID03.
 AT0159
 AT0159;                    North         East    Units  Estimated Accuracy
 AT0159;SPC LA S     -    57,470.    1,193,520.      MT  (+/- 180 meters Scaled)
 AT0159
 AT0159                          SUPERSEDED SURVEY CONTROL
 AT0159
 AT0159  NGVD 29 (??/??/??)    3.50   (m)           11.5    (f) RESET       3  
 AT0159
 AT0159.Superseded values are not recommended for survey control.
 AT0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0159.See file dsdata.txt to determine how the superseded data were derived.
 AT0159
 AT0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT713106(NAD 83)
 AT0159_MARKER: DB = BENCH MARK DISK
 AT0159_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0159_SP_SET: 82 FEET
 AT0159_STAMPING: J 281 RESET 1976
 AT0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0159
 AT0159  HISTORY     - Date     Condition        Report By
 AT0159  HISTORY     - 1976     MONUMENTED       USE
 AT0159  HISTORY     - 1976     GOOD             NGS
 AT0159
 AT0159                          STATION DESCRIPTION
 AT0159
 AT0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0159'14.2 MI SW FROM PILOTTOWN.
 AT0159'LOCATED ABOUT 14.2 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE
 AT0159'BAR PILOT LOOKOUT TOWER AT PILOTTOWN, THENCE SOUTHWEST ALONG SOUTHWEST
 AT0159'PASS FOR 11.4 MILES TO SURVEY TOWER NO. 19 ON THE LEFT. (THIS IS 3.55
 AT0159'MILES NORTHEAST OF THE OLD LIGHTHOUSE AT BURRWOOD).  IS UNDER THE
 AT0159'CENTER OF THE TOWER, 135 FEET LANDSIDE OF THE TOP OF THE BANK ON THE
 AT0159'EAST SIDE OF SOUTHWEST PASS, 40 FEET LANDSIDE OF A SAND DIKE, AND ALSO
 AT0159'ON THE USE HYDRO RANGE 2400.  IT IS AN NGS DISK BRAZED ON A COPPERWELD
 AT0159'ROD DRIVEN TO A DEPTH OF 82 FEET, ENCASED IN A 4-INCH PLASTIC PIPE
 AT0159'PROJECTING 3 FEET.  BENCH MARK J 281 1971 WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0044 ***********************************************************************
 BJ0044  DESIGNATION -  J 282
 BJ0044  PID         -  BJ0044
 BJ0044  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0044  USGS QUAD   -  MORGANZA (1994)
 BJ0044
 BJ0044                         *CURRENT SURVEY CONTROL
 BJ0044  ___________________________________________________________________
 BJ0044* NAD 83(1986)-  30 44 14.     (N)    091 35 36.     (W)     SCALED    
 BJ0044* NAVD 88     -        10.856  (meters)      35.62   (feet)  ADJUSTED  
 BJ0044  ___________________________________________________________________
 BJ0044  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0044  DYNAMIC HT  -          10.842 (meters)      35.57  (feet)  COMP
 BJ0044  MODELED GRAV-     979,364.3   (mgal)                       NAVD 88
 BJ0044
 BJ0044  VERT ORDER  -  FIRST     CLASS I
 BJ0044
 BJ0044.The horizontal coordinates were scaled from a topographic map and have
 BJ0044.an estimated accuracy of +/- 6 seconds.
 BJ0044
 BJ0044.The orthometric height was determined by differential leveling
 BJ0044.and adjusted by the National Geodetic Survey in February 1994..
 BJ0044
 BJ0044.The geoid height was determined by GEOID03.
 BJ0044
 BJ0044.The dynamic height is computed by dividing the NAVD 88
 BJ0044.geopotential number by the normal gravity value computed on the
 BJ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0044.degrees latitude (g = 980.6199 gals.).
 BJ0044
 BJ0044.The modeled gravity was interpolated from observed gravity values.
 BJ0044
 BJ0044;                    North         East    Units  Estimated Accuracy
 BJ0044;SPC LA S     -   248,020.      975,100.      MT  (+/- 180 meters Scaled)
 BJ0044
 BJ0044                          SUPERSEDED SURVEY CONTROL
 BJ0044
 BJ0044  NAVD 88 (06/15/91)   10.889  (m)           35.73   (f) UNKNOWN     1 1
 BJ0044  NGVD 29 (??/??/??)   10.848  (m)           35.59   (f) ADJUSTED    1 1
 BJ0044
 BJ0044.Superseded values are not recommended for survey control.
 BJ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0044.See file dsdata.txt to determine how the superseded data were derived.
 BJ0044
 BJ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ346013(NAD 83)
 BJ0044_MARKER: DB = BENCH MARK DISK
 BJ0044_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0044_SP_SET: COPPER-CLAD STEEL ROD
 BJ0044_STAMPING: J 282 1976
 BJ0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0044
 BJ0044  HISTORY     - Date     Condition        Report By
 BJ0044  HISTORY     - 1976     MONUMENTED       NGS
 BJ0044
 BJ0044                          STATION DESCRIPTION
 BJ0044
 BJ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0044'IN MORGANZA.
 BJ0044'AT THE CITY HALL, 26.7 NORTH OF THE BRICK CITY HALL BUILDING, 5 INCHES
 BJ0044'SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHWEST SIDEWALK, 6-INCHES
 BJ0044'SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHEAST SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0558 ***********************************************************************
 BJ0558  DESIGNATION -  J 283
 BJ0558  PID         -  BJ0558
 BJ0558  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0558  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0558
 BJ0558                         *CURRENT SURVEY CONTROL
 BJ0558  ___________________________________________________________________
 BJ0558* NAD 83(1986)-  30 26 23.     (N)    091 12 08.     (W)     SCALED    
 BJ0558* NAVD 88     -         9.885  (meters)      32.43   (feet)  ADJUSTED  
 BJ0558  ___________________________________________________________________
 BJ0558  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0558  DYNAMIC HT  -           9.872 (meters)      32.39  (feet)  COMP
 BJ0558  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BJ0558
 BJ0558  VERT ORDER  -  FIRST     CLASS I
 BJ0558
 BJ0558.The horizontal coordinates were scaled from a topographic map and have
 BJ0558.an estimated accuracy of +/- 6 seconds.
 BJ0558
 BJ0558.The orthometric height was determined by differential leveling
 BJ0558.and adjusted by the National Geodetic Survey in February 1994..
 BJ0558
 BJ0558.The geoid height was determined by GEOID03.
 BJ0558
 BJ0558.The dynamic height is computed by dividing the NAVD 88
 BJ0558.geopotential number by the normal gravity value computed on the
 BJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0558.degrees latitude (g = 980.6199 gals.).
 BJ0558
 BJ0558.The modeled gravity was interpolated from observed gravity values.
 BJ0558
 BJ0558;                    North         East    Units  Estimated Accuracy
 BJ0558;SPC LA S     -   215,020.    1,012,590.      MT  (+/- 180 meters Scaled)
 BJ0558
 BJ0558                          SUPERSEDED SURVEY CONTROL
 BJ0558
 BJ0558  NGVD 29 (??/??/??)    9.875  (m)           32.40   (f) ADJUSTED    1 1
 BJ0558
 BJ0558.Superseded values are not recommended for survey control.
 BJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0558.See file dsdata.txt to determine how the superseded data were derived.
 BJ0558
 BJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP726688(NAD 83)
 BJ0558_MARKER: DB = BENCH MARK DISK
 BJ0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0558_SP_SET: BRIDGE
 BJ0558_STAMPING: J 283 1976
 BJ0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0558
 BJ0558  HISTORY     - Date     Condition        Report By
 BJ0558  HISTORY     - 1976     MONUMENTED       NGS
 BJ0558
 BJ0558                          STATION DESCRIPTION
 BJ0558
 BJ0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0558'0.4 MI SOUTH FROM PORT ALLEN.
 BJ0558'0.4 MILE SOUTH ALONG ARNEST WILSON DRIVE FROM THE JUNCTION OF
 BJ0558'COMMERCE AND OAKS AVENUES, AT THE INTERSTATE HIGHWAY 10 BRIDGE OVER
 BJ0558'THE MISSISSIPPI RIVER, 45 FT. WEST OF THE CENTER LINE OF THE DRIVE
 BJ0558'SET VERTICALLY IN WEST FACE OF THE NORTH ONE OF THE FIRST ROW OF
 BJ0558'PIERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0435 ***********************************************************************
 BJ0435  DESIGNATION -  J 284
 BJ0435  PID         -  BJ0435
 BJ0435  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0435  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ0435
 BJ0435                         *CURRENT SURVEY CONTROL
 BJ0435  ___________________________________________________________________
 BJ0435* NAD 83(1986)-  30 47 02.     (N)    091 22 42.     (W)     SCALED    
 BJ0435* NAVD 88     -        44.793  (meters)     146.96   (feet)  ADJUSTED  
 BJ0435  ___________________________________________________________________
 BJ0435  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0435  DYNAMIC HT  -          44.736 (meters)     146.77  (feet)  COMP
 BJ0435  MODELED GRAV-     979,361.4   (mgal)                       NAVD 88
 BJ0435
 BJ0435  VERT ORDER  -  FIRST     CLASS I
 BJ0435
 BJ0435.The horizontal coordinates were scaled from a topographic map and have
 BJ0435.an estimated accuracy of +/- 6 seconds.
 BJ0435
 BJ0435.The orthometric height was determined by differential leveling
 BJ0435.and adjusted by the National Geodetic Survey in February 1994..
 BJ0435
 BJ0435.The geoid height was determined by GEOID03.
 BJ0435
 BJ0435.The dynamic height is computed by dividing the NAVD 88
 BJ0435.geopotential number by the normal gravity value computed on the
 BJ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0435.degrees latitude (g = 980.6199 gals.).
 BJ0435
 BJ0435.The modeled gravity was interpolated from observed gravity values.
 BJ0435
 BJ0435;                    North         East    Units  Estimated Accuracy
 BJ0435;SPC LA S     -   253,170.      995,690.      MT  (+/- 180 meters Scaled)
 BJ0435
 BJ0435                          SUPERSEDED SURVEY CONTROL
 BJ0435
 BJ0435  NGVD 29 (??/??/??)   44.777  (m)          146.91   (f) ADJUSTED    1 1
 BJ0435
 BJ0435.Superseded values are not recommended for survey control.
 BJ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0435.See file dsdata.txt to determine how the superseded data were derived.
 BJ0435
 BJ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ551067(NAD 83)
 BJ0435_MARKER: DB = BENCH MARK DISK
 BJ0435_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0435+WITH SETTING: INTO GROUND
 BJ0435_SP_SET: METAL ROD WITH BASE PLATE
 BJ0435_STAMPING: J 284 1976
 BJ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0435+STABILITY: SURFACE MOTION
 BJ0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0435+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BJ0435
 BJ0435  HISTORY     - Date     Condition        Report By
 BJ0435  HISTORY     - 1976     MONUMENTED       NGS
 BJ0435  HISTORY     - 20050318 GOOD             USPSQD
 BJ0435
 BJ0435                          STATION DESCRIPTION
 BJ0435
 BJ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0435'IN ST FRANCISVILLE.
 BJ0435'0.15 MILE SOUTHEAST ALONG NORTH COMMERCE STREET FROM THE JUNCTION
 BJ0435'OF JACKSON ROAD (STATE HIGHWAY 10), AT THE CITY WATER TANK, 79 FT
 BJ0435'NORTHEAST OF THE CENTER LINE OF THE STREET, 19.5 FT EAST OF A PIPE
 BJ0435'TO THE BOTTOM OF TANK, 2.7 FT WEST OF THE WEST SIDE OF THE EAST STEEL
 BJ0435'LEG OF WATER TANK TOWER.
 BJ0435
 BJ0435                          STATION RECOVERY (2005)
 BJ0435
 BJ0435'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BJ0435'WATER TANK IS GONE, THE CONCRETE LEG SUPPORT PADS AND PIPE STILL
 BJ0435'PRESENT, MARK DISK IS 0.5 FT BELOW SURFACE IN 6 IN PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0199 ***********************************************************************
 BJ0199  DESIGNATION -  J 284 X
 BJ0199  PID         -  BJ0199
 BJ0199  STATE/COUNTY-  LA/ST LANDRY
 BJ0199  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0199
 BJ0199                         *CURRENT SURVEY CONTROL
 BJ0199  ___________________________________________________________________
 BJ0199* NAD 83(1986)-  30 46 08.     (N)    091 45 58.     (W)     SCALED    
 BJ0199* NAVD 88     -        10.662  (meters)      34.98   (feet)  ADJUSTED  
 BJ0199  ___________________________________________________________________
 BJ0199  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0199  DYNAMIC HT  -          10.648 (meters)      34.93  (feet)  COMP
 BJ0199  MODELED GRAV-     979,367.0   (mgal)                       NAVD 88
 BJ0199
 BJ0199  VERT ORDER  -  FIRST     CLASS I
 BJ0199
 BJ0199.The horizontal coordinates were scaled from a topographic map and have
 BJ0199.an estimated accuracy of +/- 6 seconds.
 BJ0199
 BJ0199.The orthometric height was determined by differential leveling
 BJ0199.and adjusted by the National Geodetic Survey in February 1994..
 BJ0199
 BJ0199.The geoid height was determined by GEOID03.
 BJ0199
 BJ0199.The dynamic height is computed by dividing the NAVD 88
 BJ0199.geopotential number by the normal gravity value computed on the
 BJ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0199.degrees latitude (g = 980.6199 gals.).
 BJ0199
 BJ0199.The modeled gravity was interpolated from observed gravity values.
 BJ0199
 BJ0199;                    North         East    Units  Estimated Accuracy
 BJ0199;SPC LA S     -   251,580.      958,570.      MT  (+/- 180 meters Scaled)
 BJ0199
 BJ0199                          SUPERSEDED SURVEY CONTROL
 BJ0199
 BJ0199  NAVD 88 (06/15/91)   10.698  (m)           35.10   (f) UNKNOWN     1 1
 BJ0199  NGVD 29 (??/??/??)   10.659  (m)           34.97   (f) ADJUSTED    1 1
 BJ0199
 BJ0199.Superseded values are not recommended for survey control.
 BJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0199.See file dsdata.txt to determine how the superseded data were derived.
 BJ0199
 BJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ180046(NAD 83)
 BJ0199_MARKER: DB = BENCH MARK DISK
 BJ0199_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0199+WITH SETTING: INTO GROUND
 BJ0199_SP_SET: METAL ROD WITH BASE PLATE
 BJ0199_STAMPING: J 284 X 1976
 BJ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0199+STABILITY: SURFACE MOTION
 BJ0199
 BJ0199  HISTORY     - Date     Condition        Report By
 BJ0199  HISTORY     - 1976     MONUMENTED       NGS
 BJ0199
 BJ0199                          STATION DESCRIPTION
 BJ0199
 BJ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0199'6.0 MI NORTH FROM MELVILLE.
 BJ0199'6.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0199'RAILROAD OVERPASS, 81.9 FT SOUTH OF EAST END OF A 30 INCH CONCRETE
 BJ0199'PIPE CULVERT, 37 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 10.9 FT
 BJ0199'SOUTH OF THE CENTER LINE OF A WOODEN GATE AT A GRAVELED ROAD LEADING
 BJ0199'SOUTHEAST OVER LEVEE, 1 FT WEST OF A FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0602 ***********************************************************************
 BJ0602  DESIGNATION -  J 285
 BJ0602  PID         -  BJ0602
 BJ0602  STATE/COUNTY-  LA/IBERVILLE
 BJ0602  USGS QUAD   -  WHITE CASTLE (1992)
 BJ0602
 BJ0602                         *CURRENT SURVEY CONTROL
 BJ0602  ___________________________________________________________________
 BJ0602* NAD 83(1986)-  30 11 13.     (N)    091 10 00.     (W)     SCALED    
 BJ0602* NAVD 88     -         5.765  (meters)      18.91   (feet)  ADJUSTED  
 BJ0602  ___________________________________________________________________
 BJ0602  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ0602  DYNAMIC HT  -           5.758 (meters)      18.89  (feet)  COMP
 BJ0602  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 BJ0602
 BJ0602  VERT ORDER  -  FIRST     CLASS I
 BJ0602
 BJ0602.The horizontal coordinates were scaled from a topographic map and have
 BJ0602.an estimated accuracy of +/- 6 seconds.
 BJ0602
 BJ0602.The orthometric height was determined by differential leveling
 BJ0602.and adjusted by the National Geodetic Survey in February 1994..
 BJ0602
 BJ0602.The geoid height was determined by GEOID03.
 BJ0602
 BJ0602.The dynamic height is computed by dividing the NAVD 88
 BJ0602.geopotential number by the normal gravity value computed on the
 BJ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0602.degrees latitude (g = 980.6199 gals.).
 BJ0602
 BJ0602.The modeled gravity was interpolated from observed gravity values.
 BJ0602
 BJ0602;                    North         East    Units  Estimated Accuracy
 BJ0602;SPC LA S     -   187,000.    1,016,050.      MT  (+/- 180 meters Scaled)
 BJ0602
 BJ0602                          SUPERSEDED SURVEY CONTROL
 BJ0602
 BJ0602  NGVD 29 (??/??/??)    5.795  (m)           19.01   (f) ADJUSTED    1 1
 BJ0602
 BJ0602.Superseded values are not recommended for survey control.
 BJ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0602.See file dsdata.txt to determine how the superseded data were derived.
 BJ0602
 BJ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP765409(NAD 83)
 BJ0602_MARKER: DB = BENCH MARK DISK
 BJ0602_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0602+WITH SETTING: INTO GROUND
 BJ0602_SP_SET: METAL ROD WITH BASE PLATE
 BJ0602_STAMPING: J 285 1976
 BJ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0602+STABILITY: SURFACE MOTION
 BJ0602
 BJ0602  HISTORY     - Date     Condition        Report By
 BJ0602  HISTORY     - 1976     MONUMENTED       NGS
 BJ0602
 BJ0602                          STATION DESCRIPTION
 BJ0602
 BJ0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0602'1.4 MI SOUTH FROM BAYOU GOULA.
 BJ0602'1.4 MILES SOUTH ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0602'HIGHWAY 69, 1.7 MILES NORTHWEST OF WHITE CASTLE, 0.1 MILE NORTHWEST OF
 BJ0602'THE JUNCTION OF A DRIVE LEADING SOUTHWEST TO A LARGE HOUSE, 32 FT
 BJ0602'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FT NORTHWEST OF THE
 BJ0602'EXTENDED CENTER LINE OF A DRIVE LEADING SOUTHWEST, 2.0 FT EAST OF A
 BJ0602'POWER LINE POLE, 2.5 FT SOUTHWEST OF A FENCE.  THE DISK IS 0.5 FT
 BJ0602'BELOW LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3202 ***********************************************************************
 DH3202  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3202  DESIGNATION -  J 285
 DH3202  PID         -  DH3202
 DH3202  STATE/COUNTY-  LA/IBERVILLE
 DH3202  USGS QUAD   -  WHITE CASTLE (1992)
 DH3202
 DH3202                         *CURRENT SURVEY CONTROL
 DH3202  ___________________________________________________________________
 DH3202* NAD 83(1992)-  30 11 14.60822(N)    091 10 02.82192(W)     ADJUSTED  
 DH3202* NAVD 88     -         5.56 **(meters)      18.2  **(feet)  GPS OBS(2004.65)
 DH3202  **This station is located in a subsidence area (see below).
 DH3202  ___________________________________________________________________
 DH3202  X           -    -112,422.570 (meters)                     COMP
 DH3202  Y           -  -5,516,676.833 (meters)                     COMP
 DH3202  Z           -   3,188,335.970 (meters)                     COMP
 DH3202  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DH3202  ELLIP HEIGHT-         -21.38  (meters)          (05/09/05) GPS OBS
 DH3202  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DH3202
 DH3202  HORZ ORDER  -  B
 DH3202  ELLP ORDER  -  FOURTH    CLASS II
 DH3202
 DH3202.The horizontal coordinates were established by GPS observations
 DH3202.and adjusted by the National Geodetic Survey in May 2005..
 DH3202
 DH3202 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3202 ** and geoid heights are valid at the date of observation. These heights
 DH3202 ** must always be validated when used as control.
 DH3202 ** The orthometric height was determined by GPS observations using
 DH3202 ** precise GPS observation and processing techniques and a new
 DH3202 ** realization of GEOID03. It supersedes the leveled height previously
 DH3202 ** determined for this station.
 DH3202 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3202 ** epoch indicated which incorporates improved geoid heights for the
 DH3202 ** Southern Louisiana Subsidence area.
 DH3202 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3202.The orthometric height was determined by GPS observations and a
 DH3202.high-resolution geoid model using precise GPS observation and
 DH3202.processing techniques.
 DH3202
 DH3202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3202
 DH3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3202
 DH3202.The ellipsoidal height was determined by GPS observations
 DH3202.and is referenced to NAD 83.
 DH3202
 DH3202.The geoid height was determined by GEOID03.
 DH3202
 DH3202;                    North         East     Units Scale Factor Converg.
 DH3202;SPC LA S     -   187,049.534 1,015,974.151   MT  0.99993102   +0 04 58.6
 DH3202;SPC LA S     -   613,678.35  3,333,241.86   sFT  0.99993102   +0 04 58.6
 DH3202;UTM  15      - 3,340,969.110   676,427.125   MT  0.99998403   +0 55 18.1
 DH3202
 DH3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3202!SPC LA S     -   1.00000336  x   0.99993102  =   0.99993438
 DH3202!UTM  15      -   1.00000336  x   0.99998403  =   0.99998739
 DH3202
 DH3202                          SUPERSEDED SURVEY CONTROL
 DH3202
 DH3202.No superseded survey control is available for this station.
 DH3202
 DH3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7642740969(NAD 83)
 DH3202_MARKER: DD = SURVEY DISK
 DH3202_SETTING: 0 = UNSPECIFIED SETTING
 DH3202_STAMPING: J 285 1976
 DH3202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3202+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 DH3202
 DH3202  HISTORY     - Date     Condition        Report By
 DH3202  HISTORY     - UNK      MONUMENTED       NGS
 DH3202  HISTORY     - 20021106 GOOD             3001
 DH3202  HISTORY     - 20050817 GOOD             JCLS
 DH3202
 DH3202                          STATION DESCRIPTION
 DH3202
 DH3202'DESCRIBED BY 3001, INC 2002 (KC)
 DH3202'THE STATION IS LOCATED IN WHITE CASTLE, 1.5 MILES NORTHWEST OF THE
 DH3202'TOWN OF WHITE CASTLE,  8.4 MILES SOUTHEAST OF PLAQUEMINE, 11.6 MILES
 DH3202'NORTHWEST OF DONALDSONVILLE
 DH3202' 
 DH3202'OWNERSHIP- COE
 DH3202' 
 DH3202'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND SR 993 IN
 DH3202'WHITE CASTLE GO  NORTH NORTHEAST TO JUNCTION OF SR 405 (LEVEE RD) TURN
 DH3202'LEFT (NW) ON SR 405 AND  PROCEED 1.15 MILES TO MARK ON RIGHT AND A
 DH3202'ROCK ROAD ON LEFT JUST NORTH OF NOTTAWAY  PLANTATION HOME.
 DH3202' 
 DH3202'THE STATION IS 32' NORTHEAST OF THE CENTERLINE OF HWY 405, 14' NORTH
 DH3202'OF THE NORTH END OF  METAL CORRUGATED PIPE FOR DRIVE ON LEVEE SIDE OF
 DH3202'RD, 15' NORTHWEST OF THE EXTENDED CENTERLINE OF ROCK ROAD WHICH IS ON
 DH3202'THE WEST SIDE OF HIGHWAY 405. STATION IS A  BENCHMARK DISK FASTENED TO
 DH3202'A METAL ROD W/BASE PLATE BURIED AND SCREWED INTO  GROUND. STAMPED J285
 DH3202'1976
 DH3202
 DH3202                          STATION RECOVERY (2005)
 DH3202
 DH3202'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 DH3202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0298 ***********************************************************************
 BJ0298  DESIGNATION -  J 286
 BJ0298  PID         -  BJ0298
 BJ0298  STATE/COUNTY-  LA/IBERVILLE
 BJ0298  USGS QUAD   -  GRAND RIVER (1992)
 BJ0298
 BJ0298                         *CURRENT SURVEY CONTROL
 BJ0298  ___________________________________________________________________
 BJ0298* NAD 83(1986)-  30 14 38.     (N)    091 26 15.     (W)     SCALED    
 BJ0298* NAVD 88     -         4.973  (meters)      16.32   (feet)  ADJUSTED  
 BJ0298  ___________________________________________________________________
 BJ0298  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0298  DYNAMIC HT  -           4.966 (meters)      16.29  (feet)  COMP
 BJ0298  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 BJ0298
 BJ0298  VERT ORDER  -  FIRST     CLASS I
 BJ0298
 BJ0298.The horizontal coordinates were scaled from a topographic map and have
 BJ0298.an estimated accuracy of +/- 6 seconds.
 BJ0298
 BJ0298.The orthometric height was determined by differential leveling
 BJ0298.and adjusted by the National Geodetic Survey in February 1994..
 BJ0298
 BJ0298.The geoid height was determined by GEOID03.
 BJ0298
 BJ0298.The dynamic height is computed by dividing the NAVD 88
 BJ0298.geopotential number by the normal gravity value computed on the
 BJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0298.degrees latitude (g = 980.6199 gals.).
 BJ0298
 BJ0298.The modeled gravity was interpolated from observed gravity values.
 BJ0298
 BJ0298;                    North         East    Units  Estimated Accuracy
 BJ0298;SPC LA S     -   193,310.      989,980.      MT  (+/- 180 meters Scaled)
 BJ0298
 BJ0298                          SUPERSEDED SURVEY CONTROL
 BJ0298
 BJ0298  NGVD 29 (??/??/??)    4.999  (m)           16.40   (f) ADJUSTED    1 1
 BJ0298
 BJ0298.Superseded values are not recommended for survey control.
 BJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0298.See file dsdata.txt to determine how the superseded data were derived.
 BJ0298
 BJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP503468(NAD 83)
 BJ0298_MARKER: DB = BENCH MARK DISK
 BJ0298_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0298+WITH SETTING: INTO GROUND
 BJ0298_SP_SET: METAL ROD WITH BASE PLATE
 BJ0298_STAMPING: J 286 1976
 BJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0298+STABILITY: SURFACE MOTION
 BJ0298
 BJ0298  HISTORY     - Date     Condition        Report By
 BJ0298  HISTORY     - 1976     MONUMENTED       NGS
 BJ0298  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0298
 BJ0298                          STATION DESCRIPTION
 BJ0298
 BJ0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0298'9.3 MI NW FROM BAYOU SORREL.
 BJ0298'9.3 MILES NORTHWEST ALONG AN ASPHALT AND GRAVELED ROAD ALONG THE
 BJ0298'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0298'AT A RISE IN THE ROAD, AT THE JUNCTION OF A ROAD LEADING SOUTH
 BJ0298'226 FT SOUTHEAST OF THE CENTER OF THE JUNCTION, 24 FT SOUTHWEST OF
 BJ0298'THE CENTER LINE OF THE ROAD. THE DISK IS 0.2 FT BELOW THE LEVEL OF
 BJ0298'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BJ0298'PLUG.
 BJ0298
 BJ0298                          STATION RECOVERY (1990)
 BJ0298
 BJ0298'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0463 ***********************************************************************
 BJ0463  DESIGNATION -  J 287
 BJ0463  PID         -  BJ0463
 BJ0463  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0463  USGS QUAD   -  ZACHARY (1980)
 BJ0463
 BJ0463                         *CURRENT SURVEY CONTROL
 BJ0463  ___________________________________________________________________
 BJ0463* NAD 83(1986)-  30 43 15.     (N)    091 09 29.     (W)     SCALED    
 BJ0463* NAVD 88     -        38.358  (meters)     125.85   (feet)  ADJUSTED  
 BJ0463  ___________________________________________________________________
 BJ0463  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0463  DYNAMIC HT  -          38.308 (meters)     125.68  (feet)  COMP
 BJ0463  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 BJ0463
 BJ0463  VERT ORDER  -  FIRST     CLASS I
 BJ0463
 BJ0463.The horizontal coordinates were scaled from a topographic map and have
 BJ0463.an estimated accuracy of +/- 6 seconds.
 BJ0463
 BJ0463.The orthometric height was determined by differential leveling
 BJ0463.and adjusted by the National Geodetic Survey in February 1994..
 BJ0463
 BJ0463.The geoid height was determined by GEOID03.
 BJ0463
 BJ0463.The dynamic height is computed by dividing the NAVD 88
 BJ0463.geopotential number by the normal gravity value computed on the
 BJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0463.degrees latitude (g = 980.6199 gals.).
 BJ0463
 BJ0463.The modeled gravity was interpolated from observed gravity values.
 BJ0463
 BJ0463;                    North         East    Units  Estimated Accuracy
 BJ0463;SPC LA S     -   246,190.    1,016,790.      MT  (+/- 180 meters Scaled)
 BJ0463
 BJ0463                          SUPERSEDED SURVEY CONTROL
 BJ0463
 BJ0463  NGVD 29 (??/??/??)   38.346  (m)          125.81   (f) ADJUSTED    1 1
 BJ0463
 BJ0463.Superseded values are not recommended for survey control.
 BJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0463.See file dsdata.txt to determine how the superseded data were derived.
 BJ0463
 BJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ763001(NAD 83)
 BJ0463_MARKER: DB = BENCH MARK DISK
 BJ0463_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0463_SP_SET: COPPER-CLAD STEEL ROD
 BJ0463_STAMPING: J 287 1976
 BJ0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0463
 BJ0463  HISTORY     - Date     Condition        Report By
 BJ0463  HISTORY     - 1976     MONUMENTED       NGS
 BJ0463
 BJ0463                          STATION DESCRIPTION
 BJ0463
 BJ0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0463'1.0 MI WEST FROM SLAUGHTER.
 BJ0463'1.0 MILE WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0463'SLAUGHTER, 116 FT NORTHEAST OF MILEPOST 4, 38 FT NORTH OF THE CENTER
 BJ0463'LINE OF THE HIGHWAY, 1.5 FT WEST OF A POWER LINE POLE WITH GUY WIRE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0988 ***********************************************************************
 BJ0988  DESIGNATION -  J 288
 BJ0988  PID         -  BJ0988
 BJ0988  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0988  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0988
 BJ0988                         *CURRENT SURVEY CONTROL
 BJ0988  ___________________________________________________________________
 BJ0988* NAD 83(1986)-  30 26 21.     (N)    091 11 24.     (W)     SCALED    
 BJ0988* NAVD 88     -        10.721  (meters)      35.17   (feet)  ADJUSTED  
 BJ0988  ___________________________________________________________________
 BJ0988  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0988  DYNAMIC HT  -          10.707 (meters)      35.13  (feet)  COMP
 BJ0988  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BJ0988
 BJ0988  VERT ORDER  -  FIRST     CLASS I
 BJ0988
 BJ0988.The horizontal coordinates were scaled from a topographic map and have
 BJ0988.an estimated accuracy of +/- 6 seconds.
 BJ0988
 BJ0988.The orthometric height was determined by differential leveling
 BJ0988.and adjusted by the National Geodetic Survey in February 1994..
 BJ0988
 BJ0988.The geoid height was determined by GEOID03.
 BJ0988
 BJ0988.The dynamic height is computed by dividing the NAVD 88
 BJ0988.geopotential number by the normal gravity value computed on the
 BJ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0988.degrees latitude (g = 980.6199 gals.).
 BJ0988
 BJ0988.The modeled gravity was interpolated from observed gravity values.
 BJ0988
 BJ0988;                    North         East    Units  Estimated Accuracy
 BJ0988;SPC LA S     -   214,960.    1,013,770.      MT  (+/- 180 meters Scaled)
 BJ0988
 BJ0988                          SUPERSEDED SURVEY CONTROL
 BJ0988
 BJ0988  NGVD 29 (??/??/??)   10.729  (m)           35.20   (f) ADJUSTED    1 1
 BJ0988
 BJ0988.Superseded values are not recommended for survey control.
 BJ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0988.See file dsdata.txt to determine how the superseded data were derived.
 BJ0988
 BJ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP738688(NAD 83)
 BJ0988_MARKER: DB = BENCH MARK DISK
 BJ0988_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0988_SP_SET: BRIDGE PIER
 BJ0988_STAMPING: J 288 1976
 BJ0988_MARK LOGO: NGS   
 BJ0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0988
 BJ0988  HISTORY     - Date     Condition        Report By
 BJ0988  HISTORY     - 1976     MONUMENTED       NGS
 BJ0988  HISTORY     - 1986     GOOD             NGS
 BJ0988  HISTORY     - 1987     GOOD             USPSQD
 BJ0988  HISTORY     - 1987     GOOD             LA-033
 BJ0988
 BJ0988                          STATION DESCRIPTION
 BJ0988
 BJ0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0988'IN BATON ROUGE.
 BJ0988'SET VERTICALLY IN THE EAST FACE OF THE SOUTH CONCRETE PIER SUPPORTING
 BJ0988'THE STEEL TRUSS UNDER THE EAST BOUND LANE OF INTERSTATE HIGHWAY 10
 BJ0988'BRIDGE OVER THE MISSISSIPPI RIVER, 55.5 FT EAST OF THE CENTER LINE OF
 BJ0988'RIVER ROAD, 146 FT WEST OF WEST RAIL.
 BJ0988
 BJ0988                          STATION RECOVERY (1986)
 BJ0988
 BJ0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0988'RECOVERED IN GOOD CONDITION.
 BJ0988
 BJ0988                          STATION RECOVERY (1987)
 BJ0988
 BJ0988'RECOVERY NOTE BY US POWER SQUADRON 1987 (JL)
 BJ0988'RECOVERED IN GOOD CONDITION.
 BJ0988
 BJ0988                          STATION RECOVERY (1987)
 BJ0988
 BJ0988'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0988'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION
 BJ0988'IS LOCATED ON THE EAST SIDE OF THE MISSISSIPPI RIVER IN EAST BATON
 BJ0988'ROUGE PARISH SET VERTICALLY IN THE EAST FACE OF THE SOUTH CONCRETE
 BJ0988'PIER SUPPORTING THE STEEL TRUSS UNDER THE EAST BOUND LANE OF
 BJ0988'INTERSTATE HIGHWAY 10 OVER THE MISSISSIPPI RIVER, 16.9 METERS (55.5
 BJ0988'FT) EAST OF THE CENTERLINE OF RIVER ROAD, 44.5 METERS (146 FT) WEST
 BJ0988'OF THE WEST RAIL OF THE ICG RAILROAD, SET ABOUT 1.2 METERS (4 FT)
 BJ0988'ABOVE THE GROUND AND RIVER ROAD.
 BJ0988'THE MARK IS 1.2 M ABOVE RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1292 ***********************************************************************
 BK1292  DESIGNATION -  J 29
 BK1292  PID         -  BK1292
 BK1292  STATE/COUNTY-  LA/BEAUREGARD
 BK1292  USGS QUAD   -  DERIDDER (1994)
 BK1292
 BK1292                         *CURRENT SURVEY CONTROL
 BK1292  ___________________________________________________________________
 BK1292* NAD 83(1986)-  30 50 12.     (N)    093 17 14.     (W)     SCALED    
 BK1292* NAVD 88     -        56.50   (+/-2cm)     185.4    (feet)  VERTCON   
 BK1292  ___________________________________________________________________
 BK1292  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BK1292
 BK1292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1292
 BK1292.The horizontal coordinates were scaled from a topographic map and have
 BK1292.an estimated accuracy of +/- 6 seconds.
 BK1292
 BK1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1292.The vertical order pertains to the NGVD 29 superseded value.
 BK1292
 BK1292.The geoid height was determined by GEOID03.
 BK1292
 BK1292;                    North         East    Units  Estimated Accuracy
 BK1292;SPC LA S     -   260,610.      813,080.      MT  (+/- 180 meters Scaled)
 BK1292
 BK1292                          SUPERSEDED SURVEY CONTROL
 BK1292
 BK1292  NGVD 29 (??/??/??)   56.661  (m)          185.90   (f) ADJUSTED    2 0
 BK1292
 BK1292.Superseded values are not recommended for survey control.
 BK1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1292.See file dsdata.txt to determine how the superseded data were derived.
 BK1292
 BK1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ725115(NAD 83)
 BK1292_MARKER: DB = BENCH MARK DISK
 BK1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1292_STAMPING: J 29 1935
 BK1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1292+STABILITY: SURFACE MOTION
 BK1292
 BK1292  HISTORY     - Date     Condition        Report By
 BK1292  HISTORY     - 1935     MONUMENTED       CGS
 BK1292  HISTORY     - 1936     GOOD             CGS
 BK1292  HISTORY     - 1970     MARK NOT FOUND   NGS
 BK1292
 BK1292                          STATION DESCRIPTION
 BK1292
 BK1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BK1292'0.7 MI S FROM DE RIDDER.
 BK1292'0.7 MILE SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM DE RIDDER,
 BK1292'BEAUREGARD PARISH, 81 FEET SOUTH OF THE CROSSING OF THE GULF,
 BK1292'COLORADO, AND SANTA FE RAILWAY, AT A ROAD CROSSING, 42 FEET WEST OF
 BK1292'THE K. C. S. RY. TRACK, AND 20 FEET SOUTH OF THE CENTERLINE OF THE
 BK1292'ROAD.  A STANDARD DISK, STAMPED J 29 1935 AND SET IN THE TOP OF A
 BK1292'CONCRETE POST.
 BK1292
 BK1292                          STATION RECOVERY (1970)
 BK1292
 BK1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0907 ***********************************************************************
 BJ0907  DESIGNATION -  J 290
 BJ0907  PID         -  BJ0907
 BJ0907  STATE/COUNTY-  LA/LIVINGSTON
 BJ0907  USGS QUAD   -  HOLDEN (1974)
 BJ0907
 BJ0907                         *CURRENT SURVEY CONTROL
 BJ0907  ___________________________________________________________________
 BJ0907* NAD 83(1986)-  30 30 13.     (N)    090 39 55.     (W)     SCALED    
 BJ0907* NAVD 88     -        12.113  (meters)      39.74   (feet)  ADJUSTED  
 BJ0907  ___________________________________________________________________
 BJ0907  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0907  DYNAMIC HT  -          12.098 (meters)      39.69  (feet)  COMP
 BJ0907  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ0907
 BJ0907  VERT ORDER  -  FIRST     CLASS I
 BJ0907
 BJ0907.The horizontal coordinates were scaled from a topographic map and have
 BJ0907.an estimated accuracy of +/- 6 seconds.
 BJ0907
 BJ0907.The orthometric height was determined by differential leveling
 BJ0907.and adjusted by the National Geodetic Survey in February 1994..
 BJ0907
 BJ0907.The geoid height was determined by GEOID03.
 BJ0907
 BJ0907.The dynamic height is computed by dividing the NAVD 88
 BJ0907.geopotential number by the normal gravity value computed on the
 BJ0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0907.degrees latitude (g = 980.6199 gals.).
 BJ0907
 BJ0907.The modeled gravity was interpolated from observed gravity values.
 BJ0907
 BJ0907;                    North         East    Units  Estimated Accuracy
 BJ0907;SPC LA S     -   222,280.    1,064,130.      MT  (+/- 180 meters Scaled)
 BJ0907
 BJ0907                          SUPERSEDED SURVEY CONTROL
 BJ0907
 BJ0907  NAVD 88 (06/15/91)   12.156  (m)           39.88   (f) UNKNOWN     1 1
 BJ0907  NGVD 29 (??/??/??)   12.131  (m)           39.80   (f) ADJUSTED    1 1
 BJ0907
 BJ0907.Superseded values are not recommended for survey control.
 BJ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0907.See file dsdata.txt to determine how the superseded data were derived.
 BJ0907
 BJ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP240769(NAD 83)
 BJ0907_MARKER: DB = BENCH MARK DISK
 BJ0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0907_SP_SET: CULVERT
 BJ0907_STAMPING: J 290 1976
 BJ0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0907
 BJ0907  HISTORY     - Date     Condition        Report By
 BJ0907  HISTORY     - 1976     MONUMENTED       NGS
 BJ0907  HISTORY     - 1979     GOOD             LADTD
 BJ0907
 BJ0907                          STATION DESCRIPTION
 BJ0907
 BJ0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0907'0.3 MI EAST FROM HOLDEN.
 BJ0907'0.3 MILE EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0907'HIGHWAY 441, DIRECTLY ACROSS THE HIGHWAY FROM A RAILROAD BRIDGE,
 BJ0907'26 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 BJ0907'EAST END OF THE SOUTH CONCRETE HEAD WALL OF A LARGE CULVERT, 0.8 FT
 BJ0907'WEST OF THE EAST END OF THE HEAD WALL.
 BJ0907
 BJ0907                          STATION RECOVERY (1979)
 BJ0907
 BJ0907'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0254 ***********************************************************************
 BJ0254  DESIGNATION -  J 291
 BJ0254  PID         -  BJ0254
 BJ0254  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0254  USGS QUAD   -  LOTTIE (1994)
 BJ0254
 BJ0254                         *CURRENT SURVEY CONTROL
 BJ0254  ___________________________________________________________________
 BJ0254* NAD 83(1986)-  30 36 52.     (N)    091 39 00.     (W)     SCALED    
 BJ0254* NAVD 88     -         7.536  (meters)      24.72   (feet)  ADJUSTED  
 BJ0254  ___________________________________________________________________
 BJ0254  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ0254  DYNAMIC HT  -           7.526 (meters)      24.69  (feet)  COMP
 BJ0254  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BJ0254
 BJ0254  VERT ORDER  -  FIRST     CLASS I
 BJ0254
 BJ0254.The horizontal coordinates were scaled from a topographic map and have
 BJ0254.an estimated accuracy of +/- 6 seconds.
 BJ0254
 BJ0254.The orthometric height was determined by differential leveling
 BJ0254.and adjusted by the National Geodetic Survey in February 1994..
 BJ0254
 BJ0254.The geoid height was determined by GEOID03.
 BJ0254
 BJ0254.The dynamic height is computed by dividing the NAVD 88
 BJ0254.geopotential number by the normal gravity value computed on the
 BJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0254.degrees latitude (g = 980.6199 gals.).
 BJ0254
 BJ0254.The modeled gravity was interpolated from observed gravity values.
 BJ0254
 BJ0254;                    North         East    Units  Estimated Accuracy
 BJ0254;SPC LA S     -   234,420.      969,640.      MT  (+/- 180 meters Scaled)
 BJ0254
 BJ0254                          SUPERSEDED SURVEY CONTROL
 BJ0254
 BJ0254  NGVD 29 (??/??/??)    7.545  (m)           24.75   (f) ADJUSTED    1 1
 BJ0254
 BJ0254.Superseded values are not recommended for survey control.
 BJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0254.See file dsdata.txt to determine how the superseded data were derived.
 BJ0254
 BJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP294876(NAD 83)
 BJ0254_MARKER: DB = BENCH MARK DISK
 BJ0254_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0254+WITH SETTING: INTO GROUND
 BJ0254_SP_SET: METAL ROD WITH BASE PLATE
 BJ0254_STAMPING: J 291 1976
 BJ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0254+STABILITY: SURFACE MOTION
 BJ0254
 BJ0254  HISTORY     - Date     Condition        Report By
 BJ0254  HISTORY     - 1976     MONUMENTED       NGS
 BJ0254
 BJ0254                          STATION DESCRIPTION
 BJ0254
 BJ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0254'5.1 MI NORTH FROM LOTTIE.
 BJ0254'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0254'HIGHWAY 81, THENCE 4.1 MILES NORTH ALONG A LEVEE ROAD, AT THE
 BJ0254'JUNCTION OF A ROAD LEADING EAST, 154 FT EAST OF THE CENTER LINE OF
 BJ0254'THE LEVEE ROAD, 59 FT NORTH OF THE CENTER LINE OF THE ROAD, 133 FT
 BJ0254'NORTHWEST OF THE CENTER OF THE NORTH END OF MIDDLE ONE OF 5 PIPE
 BJ0254'CULVERTS, THE DISK IS 0.7 FT BELOW THE LEVEL OF THE GROUND, ACCESS
 BJ0254'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0281 ***********************************************************************
 BJ0281  DESIGNATION -  J 292
 BJ0281  PID         -  BJ0281
 BJ0281  STATE/COUNTY-  LA/IBERVILLE
 BJ0281  USGS QUAD   -  MARINGOUIN (1992)
 BJ0281
 BJ0281                         *CURRENT SURVEY CONTROL
 BJ0281  ___________________________________________________________________
 BJ0281* NAD 83(1986)-  30 23 59.     (N)    091 30 37.     (W)     SCALED    
 BJ0281* NAVD 88     -         7.077  (meters)      23.22   (feet)  ADJUSTED  
 BJ0281  ___________________________________________________________________
 BJ0281  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0281  DYNAMIC HT  -           7.068 (meters)      23.19  (feet)  COMP
 BJ0281  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 BJ0281
 BJ0281  VERT ORDER  -  FIRST     CLASS I
 BJ0281
 BJ0281.The horizontal coordinates were scaled from a topographic map and have
 BJ0281.an estimated accuracy of +/- 6 seconds.
 BJ0281
 BJ0281.The orthometric height was determined by differential leveling
 BJ0281.and adjusted by the National Geodetic Survey in February 1994..
 BJ0281
 BJ0281.The geoid height was determined by GEOID03.
 BJ0281
 BJ0281.The dynamic height is computed by dividing the NAVD 88
 BJ0281.geopotential number by the normal gravity value computed on the
 BJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0281.degrees latitude (g = 980.6199 gals.).
 BJ0281
 BJ0281.The modeled gravity was interpolated from observed gravity values.
 BJ0281
 BJ0281;                    North         East    Units  Estimated Accuracy
 BJ0281;SPC LA S     -   210,590.      983,000.      MT  (+/- 180 meters Scaled)
 BJ0281
 BJ0281                          SUPERSEDED SURVEY CONTROL
 BJ0281
 BJ0281  NGVD 29 (??/??/??)    7.094  (m)           23.27   (f) ADJUSTED    1 1
 BJ0281
 BJ0281.Superseded values are not recommended for survey control.
 BJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0281.See file dsdata.txt to determine how the superseded data were derived.
 BJ0281
 BJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP431640(NAD 83)
 BJ0281_MARKER: DB = BENCH MARK DISK
 BJ0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0281_SP_SET: BRIDGE
 BJ0281_STAMPING: J 292 1976
 BJ0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0281
 BJ0281  HISTORY     - Date     Condition        Report By
 BJ0281  HISTORY     - 1976     MONUMENTED       NGS
 BJ0281
 BJ0281                          STATION DESCRIPTION
 BJ0281
 BJ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0281'IN RAMAH.
 BJ0281'AT RAMAH, AT THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS
 BJ0281'OVER THE EAST PROTECTION LEVEE OF THE ATCHAFALAYA BASIN FLOODWAY,
 BJ0281'0.15 MILE SOUTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF AN ASPHALT
 BJ0281'ROAD LEADING EAST TO STATE HIGHWAY 3000, 20 FT WEST OF THE CENTER
 BJ0281'LINE OF THE GRAVELED ROAD ALONG THE EAST TOE OF THE LEVEE, SET
 BJ0281'VERTICALLY IN THE EAST FACE OF THE NORTH ONE OF THE FIRST ROW OF
 BJ0281'CONCRETE SUPPORT PIERS WEST OF THE GRAVELED ROAD, ABOUT 3.5 ABOVE
 BJ0281'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0834 ***********************************************************************
 BJ0834  DESIGNATION -  J 293
 BJ0834  PID         -  BJ0834
 BJ0834  STATE/COUNTY-  LA/IBERVILLE
 BJ0834  USGS QUAD   -  PIGEON (1980)
 BJ0834
 BJ0834                         *CURRENT SURVEY CONTROL
 BJ0834  ___________________________________________________________________
 BJ0834* NAD 83(1986)-  30 06 22.     (N)    091 18 28.     (W)     SCALED    
 BJ0834* NAVD 88     -         1.875  (meters)       6.15   (feet)  ADJUSTED  
 BJ0834  ___________________________________________________________________
 BJ0834  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ0834  DYNAMIC HT  -           1.872 (meters)       6.14  (feet)  COMP
 BJ0834  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0834
 BJ0834  VERT ORDER  -  FIRST     CLASS I
 BJ0834
 BJ0834.The horizontal coordinates were scaled from a topographic map and have
 BJ0834.an estimated accuracy of +/- 6 seconds.
 BJ0834
 BJ0834.The orthometric height was determined by differential leveling
 BJ0834.and adjusted by the National Geodetic Survey in February 1994..
 BJ0834
 BJ0834.The geoid height was determined by GEOID03.
 BJ0834
 BJ0834.The dynamic height is computed by dividing the NAVD 88
 BJ0834.geopotential number by the normal gravity value computed on the
 BJ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0834.degrees latitude (g = 980.6199 gals.).
 BJ0834
 BJ0834.The modeled gravity was interpolated from observed gravity values.
 BJ0834
 BJ0834;                    North         East    Units  Estimated Accuracy
 BJ0834;SPC LA S     -   178,030.    1,002,460.      MT  (+/- 180 meters Scaled)
 BJ0834
 BJ0834                          SUPERSEDED SURVEY CONTROL
 BJ0834
 BJ0834  NGVD 29 (??/??/??)    1.910  (m)            6.27   (f) ADJUSTED    1 1
 BJ0834
 BJ0834.Superseded values are not recommended for survey control.
 BJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0834.See file dsdata.txt to determine how the superseded data were derived.
 BJ0834
 BJ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP630317(NAD 83)
 BJ0834_MARKER: DB = BENCH MARK DISK
 BJ0834_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0834+WITH SETTING: INTO GROUND
 BJ0834_SP_SET: METAL ROD WITH BASE PLATE
 BJ0834_STAMPING: J 293 1976
 BJ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0834+STABILITY: SURFACE MOTION
 BJ0834
 BJ0834  HISTORY     - Date     Condition        Report By
 BJ0834  HISTORY     - 1976     MONUMENTED       NGS
 BJ0834
 BJ0834                          STATION DESCRIPTION
 BJ0834
 BJ0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0834'3.8 MI SOUTH FROM BAYOU SORREL.
 BJ0834'3.8 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0834'FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE, 3.5 MILES NORTH OF
 BJ0834'PIGEON, 0.15 MILE NORTH OF THE JUNCTION OF A TRACK ROAD LEADING
 BJ0834'NORTHEAST, 141 FT EAST OF THE CENTER LINE OF THE ROAD, 4 FT EAST OF
 BJ0834'THE WEST EDGE OF A TREE LINE.  THE DISK IS 0.5 FT BELOW THE LEVEL OF
 BJ0834'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BJ0834'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0738 ***********************************************************************
 BJ0738  DESIGNATION -  J 294
 BJ0738  PID         -  BJ0738
 BJ0738  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0738  USGS QUAD   -  ERWINVILLE (1980)
 BJ0738
 BJ0738                         *CURRENT SURVEY CONTROL
 BJ0738  ___________________________________________________________________
 BJ0738* NAD 83(1986)-  30 32 27.     (N)    091 25 46.     (W)     SCALED    
 BJ0738* NAVD 88     -         5.591  (meters)      18.34   (feet)  ADJUSTED  
 BJ0738  ___________________________________________________________________
 BJ0738  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ0738  DYNAMIC HT  -           5.584 (meters)      18.32  (feet)  COMP
 BJ0738  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BJ0738
 BJ0738  VERT ORDER  -  FIRST     CLASS I
 BJ0738
 BJ0738.The horizontal coordinates were scaled from a topographic map and have
 BJ0738.an estimated accuracy of +/- 6 seconds.
 BJ0738
 BJ0738.The orthometric height was determined by differential leveling
 BJ0738.and adjusted by the National Geodetic Survey in February 1994..
 BJ0738
 BJ0738.The geoid height was determined by GEOID03.
 BJ0738
 BJ0738.The dynamic height is computed by dividing the NAVD 88
 BJ0738.geopotential number by the normal gravity value computed on the
 BJ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0738.degrees latitude (g = 980.6199 gals.).
 BJ0738
 BJ0738.The modeled gravity was interpolated from observed gravity values.
 BJ0738
 BJ0738;                    North         East    Units  Estimated Accuracy
 BJ0738;SPC LA S     -   226,220.      990,780.      MT  (+/- 180 meters Scaled)
 BJ0738
 BJ0738                          SUPERSEDED SURVEY CONTROL
 BJ0738
 BJ0738  NAVD 88 (06/15/91)    5.613  (m)           18.42   (f) UNKNOWN     1 1
 BJ0738  NGVD 29 (??/??/??)    5.575  (m)           18.29   (f) ADJUSTED    1 1
 BJ0738
 BJ0738.Superseded values are not recommended for survey control.
 BJ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0738.See file dsdata.txt to determine how the superseded data were derived.
 BJ0738
 BJ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP506797(NAD 83)
 BJ0738_MARKER: DB = BENCH MARK DISK
 BJ0738_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0738_SP_SET: COPPER-CLAD STEEL ROD
 BJ0738_STAMPING: J 294 1976
 BJ0738_MARK LOGO: NGS   
 BJ0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0738
 BJ0738  HISTORY     - Date     Condition        Report By
 BJ0738  HISTORY     - 1976     MONUMENTED       NGS
 BJ0738  HISTORY     - 1986     GOOD             NGS
 BJ0738
 BJ0738                          STATION DESCRIPTION
 BJ0738
 BJ0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0738'1.3 MI NW FROM ERWINVILLE.
 BJ0738'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0738'STATE HIGHWAY 413, AT THE JUNCTION OF A DRIVEWAY LEADING NORTHEAST
 BJ0738'TO THE GULF STATES UTILITIES ERWINVILLE POWER CENTER, 136 FT.
 BJ0738'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, 11 FT.
 BJ0738'NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 26 FT. NORTHEAST OF THE
 BJ0738'SOUTH CORNER OF THE CHAIN LINK FENCE AROUND THE POWER CENTER, 25 FT.
 BJ0738'NORTH OF POWER LINE POLE 8033, 2.5 FT. SOUTHWEST OF THE SOUTHWEST
 BJ0738'END OF A DOUBLE GATE, 1.0 FT. SOUTHEAST OF THE FENCE. THE DISK IS
 BJ0738'0.6 FT. BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0738'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0738
 BJ0738                          STATION RECOVERY (1986)
 BJ0738
 BJ0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0775 ***********************************************************************
 BJ0775  DESIGNATION -  J 295
 BJ0775  PID         -  BJ0775
 BJ0775  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0775  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0775
 BJ0775                         *CURRENT SURVEY CONTROL
 BJ0775  ___________________________________________________________________
 BJ0775* NAD 83(1986)-  30 27 21.     (N)    091 14 56.     (W)     SCALED    
 BJ0775* NAVD 88     -         5.550  (meters)      18.21   (feet)  ADJUSTED  
 BJ0775  ___________________________________________________________________
 BJ0775  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0775  DYNAMIC HT  -           5.543 (meters)      18.19  (feet)  COMP
 BJ0775  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 BJ0775
 BJ0775  VERT ORDER  -  FIRST     CLASS I
 BJ0775
 BJ0775.The horizontal coordinates were scaled from a topographic map and have
 BJ0775.an estimated accuracy of +/- 6 seconds.
 BJ0775
 BJ0775.The orthometric height was determined by differential leveling
 BJ0775.and adjusted by the National Geodetic Survey in February 1994..
 BJ0775
 BJ0775.The geoid height was determined by GEOID03.
 BJ0775
 BJ0775.The dynamic height is computed by dividing the NAVD 88
 BJ0775.geopotential number by the normal gravity value computed on the
 BJ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0775.degrees latitude (g = 980.6199 gals.).
 BJ0775
 BJ0775.The modeled gravity was interpolated from observed gravity values.
 BJ0775
 BJ0775;                    North         East    Units  Estimated Accuracy
 BJ0775;SPC LA S     -   216,800.    1,008,110.      MT  (+/- 180 meters Scaled)
 BJ0775
 BJ0775                          SUPERSEDED SURVEY CONTROL
 BJ0775
 BJ0775  NGVD 29 (??/??/??)    5.542  (m)           18.18   (f) ADJUSTED    1 1
 BJ0775
 BJ0775.Superseded values are not recommended for survey control.
 BJ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0775.See file dsdata.txt to determine how the superseded data were derived.
 BJ0775
 BJ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP681706(NAD 83)
 BJ0775_MARKER: DB = BENCH MARK DISK
 BJ0775_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0775_SP_SET: COPPER-CLAD STEEL ROD
 BJ0775_STAMPING: J 295 1976
 BJ0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0775
 BJ0775  HISTORY     - Date     Condition        Report By
 BJ0775  HISTORY     - 1976     MONUMENTED       NGS
 BJ0775
 BJ0775                          STATION DESCRIPTION
 BJ0775
 BJ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0775'2.7 MI WEST FROM PORT ALLEN.
 BJ0775'2.7 MILES WEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE, 0.4 MILE
 BJ0775'NORTH OF THE JUNCTION OF STATE HIGHWAY 415 LEADING SOUTH, AT THE
 BJ0775'JUNCTION OF A GRAVELLED ROAD AND THE CROSSING OF A DOUBLE-POLE POWER
 BJ0775'LINE, 162.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 58 FT NORTHWEST
 BJ0775'OF THE CENTER LINE OF THE ROAD, 66 FT NORTH OF THE CENTER LINE OF A
 BJ0775'ROAD TO A PARISH MAINTENANCE YARD, 70.0 FT NORTHEAST OF THE NORTHEAST
 BJ0775'CORNER OF THE NORTH CURB OF A BRIDGE, 166 FT ACROSS THE ROAD FROM
 BJ0775'A POWER LINE POLE WITH A TRANSFORMER, 16.5 FT NORTH OF A POINT
 BJ0775'DIRECTLY UNDER THE CENTER WIRE OF A POWER LINE, 1.0 FT WEST OF A
 BJ0775'WITNESS POST.  THE DISK IS 0.5 FT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2277 ***********************************************************************
 BX2277  DESIGNATION -  J 301
 BX2277  PID         -  BX2277
 BX2277  STATE/COUNTY-  LA/RAPIDES
 BX2277  USGS QUAD   -  BOYCE (1992)
 BX2277
 BX2277                         *CURRENT SURVEY CONTROL
 BX2277  ___________________________________________________________________
 BX2277* NAD 83(1986)-  31 23 05.     (N)    092 39 06.     (W)     SCALED    
 BX2277* NAVD 88     -        25.678  (meters)      84.25   (feet)  ADJUSTED  
 BX2277  ___________________________________________________________________
 BX2277  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX2277  DYNAMIC HT  -          25.647 (meters)      84.14  (feet)  COMP
 BX2277  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 BX2277
 BX2277  VERT ORDER  -  FIRST     CLASS I
 BX2277
 BX2277.The horizontal coordinates were scaled from a topographic map and have
 BX2277.an estimated accuracy of +/- 6 seconds.
 BX2277
 BX2277.The orthometric height was determined by differential leveling
 BX2277.and adjusted by the National Geodetic Survey in February 1994..
 BX2277
 BX2277.The geoid height was determined by GEOID03.
 BX2277
 BX2277.The dynamic height is computed by dividing the NAVD 88
 BX2277.geopotential number by the normal gravity value computed on the
 BX2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2277.degrees latitude (g = 980.6199 gals.).
 BX2277
 BX2277.The modeled gravity was interpolated from observed gravity values.
 BX2277
 BX2277;                    North         East    Units  Estimated Accuracy
 BX2277;SPC LA N     -    98,110.      985,570.      MT  (+/- 180 meters Scaled)
 BX2277
 BX2277                          SUPERSEDED SURVEY CONTROL
 BX2277
 BX2277  NAVD 88 (06/15/91)   25.677  (m)           84.24   (f) UNKNOWN     1 1
 BX2277  NGVD 29 (??/??/??)   25.675  (m)           84.24   (f) ADJUSTED    1 1
 BX2277
 BX2277.Superseded values are not recommended for survey control.
 BX2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2277.See file dsdata.txt to determine how the superseded data were derived.
 BX2277
 BX2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ331722(NAD 83)
 BX2277_MARKER: DB = BENCH MARK DISK
 BX2277_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2277+WITH SETTING: INTO GROUND
 BX2277_SP_SET: METAL ROD WITH BASE PLATE
 BX2277_STAMPING: J 301 1977
 BX2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2277+STABILITY: SURFACE MOTION
 BX2277
 BX2277  HISTORY     - Date     Condition        Report By
 BX2277  HISTORY     - 1977     MONUMENTED       NGS
 BX2277
 BX2277                          STATION DESCRIPTION
 BX2277
 BX2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2277'1.5 MI SE FROM BOYCE.
 BX2277'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2277'AT BOYCE, THENCE 1.1 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX2277'RAILROAD, THENCE 0.25 MILE NORTHEAST ALONG A FIELD ROAD TO THE
 BX2277'TOE OF LEVEE, SET ABOUT 100 YARDS EAST OF A FENCE CROSSING LEVEE,
 BX2277'134 FEET SOUTH OF THE TOP OF THE LEVEE, 20 FEET WEST OF THE
 BX2277'CENTER OF A WIRE GATE AT TOE OF LEVEE LEADING TO OFF RAMP, 1 FOOT
 BX2277'NORTH OF A EAST-WEST FENCE AT TOE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2238 ***********************************************************************
 BX2238  DESIGNATION -  J 302
 BX2238  PID         -  BX2238
 BX2238  STATE/COUNTY-  LA/AVOYELLES
 BX2238  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2238
 BX2238                         *CURRENT SURVEY CONTROL
 BX2238  ___________________________________________________________________
 BX2238* NAD 83(1986)-  31 12 29.     (N)    092 03 31.     (W)     SCALED    
 BX2238* NAVD 88     -        16.874  (meters)      55.36   (feet)  ADJUSTED  
 BX2238  ___________________________________________________________________
 BX2238  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX2238  DYNAMIC HT  -          16.854 (meters)      55.30  (feet)  COMP
 BX2238  MODELED GRAV-     979,404.7   (mgal)                       NAVD 88
 BX2238
 BX2238  VERT ORDER  -  FIRST     CLASS I
 BX2238
 BX2238.The horizontal coordinates were scaled from a topographic map and have
 BX2238.an estimated accuracy of +/- 6 seconds.
 BX2238
 BX2238.The orthometric height was determined by differential leveling
 BX2238.and adjusted by the National Geodetic Survey in February 1994..
 BX2238
 BX2238.The geoid height was determined by GEOID03.
 BX2238
 BX2238.The dynamic height is computed by dividing the NAVD 88
 BX2238.geopotential number by the normal gravity value computed on the
 BX2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2238.degrees latitude (g = 980.6199 gals.).
 BX2238
 BX2238.The modeled gravity was interpolated from observed gravity values.
 BX2238
 BX2238;                    North         East    Units  Estimated Accuracy
 BX2238;SPC LA N     -    78,590.    1,042,060.      MT  (+/- 180 meters Scaled)
 BX2238
 BX2238                          SUPERSEDED SURVEY CONTROL
 BX2238
 BX2238  NAVD 88 (06/15/91)   16.883  (m)           55.39   (f) UNKNOWN     1 1
 BX2238  NGVD 29 (??/??/??)   16.838  (m)           55.24   (f) ADJUSTED    1 1
 BX2238
 BX2238.Superseded values are not recommended for survey control.
 BX2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2238.See file dsdata.txt to determine how the superseded data were derived.
 BX2238
 BX2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ896530(NAD 83)
 BX2238_MARKER: DB = BENCH MARK DISK
 BX2238_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2238+WITH SETTING: INTO GROUND
 BX2238_SP_SET: METAL ROD WITH BASE PLATE
 BX2238_STAMPING: J 302 1977
 BX2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2238+STABILITY: SURFACE MOTION
 BX2238
 BX2238  HISTORY     - Date     Condition        Report By
 BX2238  HISTORY     - 1977     MONUMENTED       NGS
 BX2238
 BX2238                          STATION DESCRIPTION
 BX2238
 BX2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2238'8.0 MI EAST FROM EFFIE.
 BX2238'8.0 MILES EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2238'STATE HIGHWAYS 107 AND 115 AT EFFIE, 33 FEET NORTH OF THE CENTER
 BX2238'LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER LINE OF A DIRT
 BX2238'DRIVEWAY, 1 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2325 ***********************************************************************
 BX2325  DESIGNATION -  J 303
 BX2325  PID         -  BX2325
 BX2325  STATE/COUNTY-  LA/NATCHITOCHES
 BX2325  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2325
 BX2325                         *CURRENT SURVEY CONTROL
 BX2325  ___________________________________________________________________
 BX2325* NAD 83(1986)-  31 44 07.     (N)    093 00 37.     (W)     SCALED    
 BX2325* NAVD 88     -        33.376  (meters)     109.50   (feet)  ADJUSTED  
 BX2325  ___________________________________________________________________
 BX2325  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2325  DYNAMIC HT  -          33.336 (meters)     109.37  (feet)  COMP
 BX2325  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 BX2325
 BX2325  VERT ORDER  -  FIRST     CLASS I
 BX2325
 BX2325.The horizontal coordinates were scaled from a topographic map and have
 BX2325.an estimated accuracy of +/- 6 seconds.
 BX2325
 BX2325.The orthometric height was determined by differential leveling
 BX2325.and adjusted by the National Geodetic Survey in February 1994..
 BX2325
 BX2325.The geoid height was determined by GEOID03.
 BX2325
 BX2325.The dynamic height is computed by dividing the NAVD 88
 BX2325.geopotential number by the normal gravity value computed on the
 BX2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2325.degrees latitude (g = 980.6199 gals.).
 BX2325
 BX2325.The modeled gravity was interpolated from observed gravity values.
 BX2325
 BX2325;                    North         East    Units  Estimated Accuracy
 BX2325;SPC LA N     -   137,080.      951,650.      MT  (+/- 180 meters Scaled)
 BX2325
 BX2325                          SUPERSEDED SURVEY CONTROL
 BX2325
 BX2325  NAVD 88 (06/15/91)   33.376  (m)          109.50   (f) UNKNOWN     1 1
 BX2325  NGVD 29 (??/??/??)   33.411  (m)          109.62   (f) ADJUSTED    1 1
 BX2325
 BX2325.Superseded values are not recommended for survey control.
 BX2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2325.See file dsdata.txt to determine how the superseded data were derived.
 BX2325
 BX2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR990110(NAD 83)
 BX2325_MARKER: DB = BENCH MARK DISK
 BX2325_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2325+WITH SETTING: INTO GROUND
 BX2325_SP_SET: METAL ROD WITH BASE PLATE
 BX2325_STAMPING: J 303 1977
 BX2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2325+STABILITY: SURFACE MOTION
 BX2325
 BX2325  HISTORY     - Date     Condition        Report By
 BX2325  HISTORY     - 1977     MONUMENTED       NGS
 BX2325  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2325
 BX2325                          STATION DESCRIPTION
 BX2325
 BX2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2325'9.2 MI SE FROM NATCHITOCHES.
 BX2325'3.3 MILES NORTHEAST ALONG WILLIAMS AVENUE FROM THE JUNCTION OF
 BX2325'THE NORTH BRIDGE OVER THE CANE RIVER AT NATCHITOCHES TO THE BETHEL
 BX2325'BAPTIST CHURCH, THENCE 5.9 MILES SOUTHEAST ON THE LEVEE WHICH IS
 BX2325'ALSO A GRAVEL ROAD, 0.5 MILE SOUTHWEST OF MILEPOST 9 , 51 FEET SOUTH
 BX2325'OF THE CENTER OF THE LEVEE, 4 FEET SOUTH OF A FENCE CORNER , AND
 BX2325'1 FOOT WEST OF A FENCE AT THE TOE OF THE LEVEE.
 BX2325
 BX2325                          STATION RECOVERY (1995)
 BX2325
 BX2325'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2355 ***********************************************************************
 BX2355  DESIGNATION -  J 304
 BX2355  PID         -  BX2355
 BX2355  STATE/COUNTY-  LA/NATCHITOCHES
 BX2355  USGS QUAD   -  HANNA (1992)
 BX2355
 BX2355                         *CURRENT SURVEY CONTROL
 BX2355  ___________________________________________________________________
 BX2355* NAD 83(1986)-  31 54 05.     (N)    093 15 51.     (W)     SCALED    
 BX2355* NAVD 88     -        37.339  (meters)     122.50   (feet)  ADJUSTED  
 BX2355  ___________________________________________________________________
 BX2355  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2355  DYNAMIC HT  -          37.295 (meters)     122.36  (feet)  COMP
 BX2355  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 BX2355
 BX2355  VERT ORDER  -  FIRST     CLASS I
 BX2355
 BX2355.The horizontal coordinates were scaled from a topographic map and have
 BX2355.an estimated accuracy of +/- 6 seconds.
 BX2355
 BX2355.The orthometric height was determined by differential leveling
 BX2355.and adjusted by the National Geodetic Survey in February 1994..
 BX2355
 BX2355.The geoid height was determined by GEOID03.
 BX2355
 BX2355.The dynamic height is computed by dividing the NAVD 88
 BX2355.geopotential number by the normal gravity value computed on the
 BX2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2355.degrees latitude (g = 980.6199 gals.).
 BX2355
 BX2355.The modeled gravity was interpolated from observed gravity values.
 BX2355
 BX2355;                    North         East    Units  Estimated Accuracy
 BX2355;SPC LA N     -   155,630.      927,720.      MT  (+/- 180 meters Scaled)
 BX2355
 BX2355                          SUPERSEDED SURVEY CONTROL
 BX2355
 BX2355  NAVD 88 (06/15/91)   37.339  (m)          122.50   (f) UNKNOWN     1 1
 BX2355  NGVD 29 (??/??/??)   37.394  (m)          122.68   (f) ADJUSTED    1 1
 BX2355
 BX2355.Superseded values are not recommended for survey control.
 BX2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2355.See file dsdata.txt to determine how the superseded data were derived.
 BX2355
 BX2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR750295(NAD 83)
 BX2355_MARKER: DB = BENCH MARK DISK
 BX2355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2355_SP_SET: DRILL IN CONCRETE HEADWALL
 BX2355_STAMPING: J 304 1977
 BX2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2355
 BX2355  HISTORY     - Date     Condition        Report By
 BX2355  HISTORY     - 1977     MONUMENTED       NGS
 BX2355  HISTORY     - 20010922 GOOD             USPSQD
 BX2355  HISTORY     - 20060610 GOOD             USPSQD
 BX2355
 BX2355                          STATION DESCRIPTION
 BX2355
 BX2355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2355'2.8 MI SE FROM LAKE END.
 BX2355'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2355'STATE HIGHWAY 174 AT LAKE END, 4.3 MILES NORTHWEST ALONG STATE
 BX2355'HIGHWAY 1 FROM THE POST OFFICE AT POWHATAN, AT THE NATCHITOCHES-
 BX2355'RED RIVER PARISH LINE, 37 FEET SOUTH OF THE CENTER LINE OF THE
 BX2355'HIGHWAY, AND 1 FOOT WEST OF THE EAST END.
 BX2355
 BX2355                          STATION RECOVERY (2001)
 BX2355
 BX2355'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2355'RECOVERED IN GOOD CONDITION.
 BX2355
 BX2355                          STATION RECOVERY (2006)
 BX2355
 BX2355'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX2355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2122 ***********************************************************************
 CQ2122  DESIGNATION -  J 305
 CQ2122  PID         -  CQ2122
 CQ2122  STATE/COUNTY-  LA/CADDO
 CQ2122  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2122
 CQ2122                         *CURRENT SURVEY CONTROL
 CQ2122  ___________________________________________________________________
 CQ2122* NAD 83(1986)-  32 31 10.     (N)    093 45 09.     (W)     SCALED    
 CQ2122* NAVD 88     -        54.642  (meters)     179.27   (feet)  ADJUSTED  
 CQ2122  ___________________________________________________________________
 CQ2122  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2122  DYNAMIC HT  -          54.581 (meters)     179.07  (feet)  COMP
 CQ2122  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 CQ2122
 CQ2122  VERT ORDER  -  FIRST     CLASS I
 CQ2122
 CQ2122.The horizontal coordinates were scaled from a topographic map and have
 CQ2122.an estimated accuracy of +/- 6 seconds.
 CQ2122
 CQ2122.The orthometric height was determined by differential leveling
 CQ2122.and adjusted by the National Geodetic Survey in June 1991..
 CQ2122
 CQ2122.The geoid height was determined by GEOID03.
 CQ2122
 CQ2122.The dynamic height is computed by dividing the NAVD 88
 CQ2122.geopotential number by the normal gravity value computed on the
 CQ2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2122.degrees latitude (g = 980.6199 gals.).
 CQ2122
 CQ2122.The modeled gravity was interpolated from observed gravity values.
 CQ2122
 CQ2122;                    North         East    Units  Estimated Accuracy
 CQ2122;SPC LA N     -   224,590.      882,330.      MT  (+/- 180 meters Scaled)
 CQ2122
 CQ2122                          SUPERSEDED SURVEY CONTROL
 CQ2122
 CQ2122  NGVD 29 (??/??/??)   54.702  (m)          179.47   (f) ADJUSTED    1 1
 CQ2122
 CQ2122.Superseded values are not recommended for survey control.
 CQ2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2122.See file dsdata.txt to determine how the superseded data were derived.
 CQ2122
 CQ2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR293982(NAD 83)
 CQ2122_MARKER: DB = BENCH MARK DISK
 CQ2122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2122_SP_SET: CONCRETE BRIDGE
 CQ2122_STAMPING: J 305 1977
 CQ2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2122
 CQ2122  HISTORY     - Date     Condition        Report By
 CQ2122  HISTORY     - 1977     MONUMENTED       NGS
 CQ2122  HISTORY     - 1989     GOOD             USPSQD
 CQ2122  HISTORY     - 19990206 GOOD             USPSQD
 CQ2122
 CQ2122                          STATION DESCRIPTION
 CQ2122
 CQ2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2122'IN SHREVEPORT.
 CQ2122'0.3 MILE NORTHWEST ALONG CLYDE FANT PARKWAY FROM THE CIVIC
 CQ2122'THEATRE AT SHREVEPORT, THENCE 0.1 MILE SOUTHWEST ALONG FANNIN
 CQ2122'STREET, THENCE 0.2 MILE NORTHWEST ALONG COMMERCE STREET AND A
 CQ2122'DIRT ROAD, THENCE 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 1, ALSO
 CQ2122'1.5 MILES SOUTH ALONG AIRPORT DRIVE FROM THE SHREVEPORT DOWNTOWN
 CQ2122'AIRPORT TERMINAL BUILDING, THENCE 0.05 MILE SOUTHEAST ALONG THE
 CQ2122'NORTHBOUND LANES OF STATE HIGHWAY 1, AT THE NORTHEAST CORNER
 CQ2122'OF THE CONCRETE HIGHWAY BRIDGE OVER CROSS BAYOU, 23 FEET EAST-
 CQ2122'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANES OF THE
 CQ2122'HIGHWAY, IN TOP OF THE SIDEWALK OF THE BRIDGE, 2 FEET
 CQ2122'EAST-SOUTHEAST OF THE WEST-NORTHWEST EDGE OF THE SIDEWALK,
 CQ2122'1 FOOT SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST EDGE OF THE
 CQ2122'SIDEWALK, AND 1 FOOT WEST-NORTHWEST OF THE GUARDRAIL.
 CQ2122
 CQ2122                          STATION RECOVERY (1989)
 CQ2122
 CQ2122'RECOVERY NOTE BY US POWER SQUADRON 1989 (HBH)
 CQ2122'RECOVERED IN GOOD CONDITION.
 CQ2122
 CQ2122                          STATION RECOVERY (1999)
 CQ2122
 CQ2122'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2141 ***********************************************************************
 CQ2141  DESIGNATION -  J 306
 CQ2141  PID         -  CQ2141
 CQ2141  STATE/COUNTY-  LA/CADDO
 CQ2141  USGS QUAD   -  DIXIE (1982)
 CQ2141
 CQ2141                         *CURRENT SURVEY CONTROL
 CQ2141  ___________________________________________________________________
 CQ2141* NAD 83(1986)-  32 38 55.     (N)    093 47 50.     (W)     SCALED    
 CQ2141* NAVD 88     -        53.124  (meters)     174.29   (feet)  ADJUSTED  
 CQ2141  ___________________________________________________________________
 CQ2141  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2141  DYNAMIC HT  -          53.065 (meters)     174.10  (feet)  COMP
 CQ2141  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CQ2141
 CQ2141  VERT ORDER  -  FIRST     CLASS I
 CQ2141
 CQ2141.The horizontal coordinates were scaled from a topographic map and have
 CQ2141.an estimated accuracy of +/- 6 seconds.
 CQ2141
 CQ2141.The orthometric height was determined by differential leveling
 CQ2141.and adjusted by the National Geodetic Survey in June 1991..
 CQ2141
 CQ2141.The geoid height was determined by GEOID03.
 CQ2141
 CQ2141.The dynamic height is computed by dividing the NAVD 88
 CQ2141.geopotential number by the normal gravity value computed on the
 CQ2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2141.degrees latitude (g = 980.6199 gals.).
 CQ2141
 CQ2141.The modeled gravity was interpolated from observed gravity values.
 CQ2141
 CQ2141;                    North         East    Units  Estimated Accuracy
 CQ2141;SPC LA N     -   238,960.      878,300.      MT  (+/- 180 meters Scaled)
 CQ2141
 CQ2141                          SUPERSEDED SURVEY CONTROL
 CQ2141
 CQ2141  NGVD 29 (??/??/??)   53.179  (m)          174.47   (f) ADJUSTED    1 1
 CQ2141
 CQ2141.Superseded values are not recommended for survey control.
 CQ2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2141.See file dsdata.txt to determine how the superseded data were derived.
 CQ2141
 CQ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS252126(NAD 83)
 CQ2141_MARKER: DB = BENCH MARK DISK
 CQ2141_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2141+WITH SETTING: INTO GROUND
 CQ2141_SP_SET: METAL ROD WITH BASE PLATE
 CQ2141_STAMPING: J 306 1977
 CQ2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2141+STABILITY: SURFACE MOTION
 CQ2141
 CQ2141  HISTORY     - Date     Condition        Report By
 CQ2141  HISTORY     - 1977     MONUMENTED       NGS
 CQ2141  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2141
 CQ2141                          STATION DESCRIPTION
 CQ2141
 CQ2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2141'4.0 MI SE FROM DIXIE.
 CQ2141'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE
 CQ2141'AT DIXIE, 45 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33
 CQ2141'FEET SOUTHEAST OF THE CENTERLINE OF SENTELL ROAD, 28 FEET SOUTH-
 CQ2141'WEST OF THE SOUTHWEST RAIL OF THE TEXAS AND PACIFIC RAILROAD, 7
 CQ2141'FEET SOUTHEAST OF POWERLINE POLE NO 1, AND 6 FEET NORTHWEST OF
 CQ2141'A GUYED WIRE.
 CQ2141
 CQ2141                          STATION RECOVERY (1999)
 CQ2141
 CQ2141'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2172 ***********************************************************************
 CQ2172  DESIGNATION -  J 307
 CQ2172  PID         -  CQ2172
 CQ2172  STATE/COUNTY-  LA/CADDO
 CQ2172  USGS QUAD   -  GILLIAM (1971)
 CQ2172
 CQ2172                         *CURRENT SURVEY CONTROL
 CQ2172  ___________________________________________________________________
 CQ2172* NAD 83(1986)-  32 52 19.     (N)    093 48 56.     (W)     SCALED    
 CQ2172* NAVD 88     -        60.898  (meters)     199.80   (feet)  ADJUSTED  
 CQ2172  ___________________________________________________________________
 CQ2172  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CQ2172  DYNAMIC HT  -          60.831 (meters)     199.58  (feet)  COMP
 CQ2172  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CQ2172
 CQ2172  VERT ORDER  -  FIRST     CLASS I
 CQ2172
 CQ2172.The horizontal coordinates were scaled from a topographic map and have
 CQ2172.an estimated accuracy of +/- 6 seconds.
 CQ2172
 CQ2172.The orthometric height was determined by differential leveling
 CQ2172.and adjusted by the National Geodetic Survey in June 1991..
 CQ2172
 CQ2172.The geoid height was determined by GEOID03.
 CQ2172
 CQ2172.The dynamic height is computed by dividing the NAVD 88
 CQ2172.geopotential number by the normal gravity value computed on the
 CQ2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2172.degrees latitude (g = 980.6199 gals.).
 CQ2172
 CQ2172.The modeled gravity was interpolated from observed gravity values.
 CQ2172
 CQ2172;                    North         East    Units  Estimated Accuracy
 CQ2172;SPC LA N     -   263,750.      876,880.      MT  (+/- 180 meters Scaled)
 CQ2172
 CQ2172                          SUPERSEDED SURVEY CONTROL
 CQ2172
 CQ2172  NGVD 29 (??/??/??)   60.945  (m)          199.95   (f) ADJUSTED    1 1
 CQ2172
 CQ2172.Superseded values are not recommended for survey control.
 CQ2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2172.See file dsdata.txt to determine how the superseded data were derived.
 CQ2172
 CQ2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS237373(NAD 83)
 CQ2172_MARKER: DB = BENCH MARK DISK
 CQ2172_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2172_SP_SET: COPPER-CLAD STEEL ROD
 CQ2172_STAMPING: J 307 1977
 CQ2172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2172
 CQ2172  HISTORY     - Date     Condition        Report By
 CQ2172  HISTORY     - 1977     MONUMENTED       NGS
 CQ2172
 CQ2172                          STATION DESCRIPTION
 CQ2172
 CQ2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2172'8.2 MI NE FROM GILLIAM.
 CQ2172'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE TEXAS AND PACIFIC
 CQ2172'RAILROAD CROSSING AT GILLIAM, THENCE 3.1 MILES EAST ALONG SARTOR ROAD,
 CQ2172'THENCE 5.0 MILES NORTH ALONG THE LEVEE, 41 FEET WEST-SOUTHWEST OF THE
 CQ2172'CENTER LINE OF THE LEVEE, 8 FEET SOUTHWEST OF A WOODEN FENCE CORNER,
 CQ2172'AND 2 FEET SOUTHEAST OF A BARBED WIRE FENCE. BENCH MARK WAS DRIVEN
 CQ2172'TO GRADUAL REFUSAL AT 62 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2413 ***********************************************************************
 CQ2413  DESIGNATION -  J 329
 CQ2413  PID         -  CQ2413
 CQ2413  STATE/COUNTY-  LA/WEBSTER
 CQ2413  USGS QUAD   -  FRYEBURG (1986)
 CQ2413
 CQ2413                         *CURRENT SURVEY CONTROL
 CQ2413  ___________________________________________________________________
 CQ2413* NAD 83(1986)-  32 28 29.     (N)    093 12 31.     (W)     SCALED    
 CQ2413* NAVD 88     -        98.34   (+/-2cm)     322.6    (feet)  VERTCON   
 CQ2413  ___________________________________________________________________
 CQ2413  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2413
 CQ2413  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2413
 CQ2413.The horizontal coordinates were scaled from a topographic map and have
 CQ2413.an estimated accuracy of +/- 6 seconds.
 CQ2413
 CQ2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2413.The vertical order pertains to the NGVD 29 superseded value.
 CQ2413
 CQ2413.The geoid height was determined by GEOID03.
 CQ2413
 CQ2413;                    North         East    Units  Estimated Accuracy
 CQ2413;SPC LA N     -   219,170.      933,390.      MT  (+/- 180 meters Scaled)
 CQ2413
 CQ2413                          SUPERSEDED SURVEY CONTROL
 CQ2413
 CQ2413  NGVD 29 (??/??/??)   98.406  (m)          322.85   (f) ADJUSTED    1 1
 CQ2413
 CQ2413.Superseded values are not recommended for survey control.
 CQ2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2413.See file dsdata.txt to determine how the superseded data were derived.
 CQ2413
 CQ2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR803930(NAD 83)
 CQ2413_MARKER: DB = BENCH MARK DISK
 CQ2413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2413_SP_SET: 30 FT 5/8 IN ROD
 CQ2413_STAMPING: J 329 1977
 CQ2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2413+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 CQ2413
 CQ2413  HISTORY     - Date     Condition        Report By
 CQ2413  HISTORY     - 1977     MONUMENTED       NGS
 CQ2413  HISTORY     - 20000205 GOOD             USPSQD
 CQ2413  HISTORY     - 20060309 GOOD             USPSQD
 CQ2413
 CQ2413                          STATION DESCRIPTION
 CQ2413
 CQ2413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2413'5.9 MI SE FROM DUBBERLY.
 CQ2413'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2413'ERLY, THENCE 1.6 MILES EAST ALONG PARISH ROAD 171, 74 FEET SOUTHEAST
 CQ2413'OF THE CENTER OF THE JUNCTION WITH PARISH ROAD 169, 280 FEET WEST OF A
 CQ2413'POWERLINE POLE WITH A GUY WIRE, 60 FT EAST OF THE CENTER LINE OF ROAD
 CQ2413'169, 47 FEET SOUTH OF THE CENTER LINE OF ROAD 171, AND 1 FOOT NORTH
 CQ2413'OF AN ORANGE WITNESS POST. DRIVEN TO GRADUAL REFUSAL AT 30 FEET.
 CQ2413'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 30 FT ENCASED
 CQ2413'IN A PIPE PROJECTING +1 INCHS.
 CQ2413'1 FOOT BELOW HIGHWAY 171
 CQ2413'1 FOOT WEST OF A WITNESS POST.
 CQ2413
 CQ2413                          STATION RECOVERY (2000)
 CQ2413
 CQ2413'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2413'RECOVERED IN GOOD CONDITION.
 CQ2413
 CQ2413                          STATION RECOVERY (2006)
 CQ2413
 CQ2413'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 CQ2413'NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2438 ***********************************************************************
 CQ2438  DESIGNATION -  J 330
 CQ2438  PID         -  CQ2438
 CQ2438  STATE/COUNTY-  LA/WEBSTER
 CQ2438  USGS QUAD   -  HEFLIN (1972)
 CQ2438
 CQ2438                         *CURRENT SURVEY CONTROL
 CQ2438  ___________________________________________________________________
 CQ2438* NAD 83(1986)-  32 27 45.     (N)    093 15 20.     (W)     SCALED    
 CQ2438* NAVD 88     -        70.62   (+/-2cm)     231.7    (feet)  VERTCON   
 CQ2438  ___________________________________________________________________
 CQ2438  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ2438
 CQ2438  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2438
 CQ2438.The horizontal coordinates were scaled from a topographic map and have
 CQ2438.an estimated accuracy of +/- 6 seconds.
 CQ2438
 CQ2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2438.The vertical order pertains to the NGVD 29 superseded value.
 CQ2438
 CQ2438.The geoid height was determined by GEOID03.
 CQ2438
 CQ2438;                    North         East    Units  Estimated Accuracy
 CQ2438;SPC LA N     -   217,840.      928,970.      MT  (+/- 180 meters Scaled)
 CQ2438
 CQ2438                          SUPERSEDED SURVEY CONTROL
 CQ2438
 CQ2438  NGVD 29 (??/??/??)   70.687  (m)          231.91   (f) ADJUSTED    1 1
 CQ2438
 CQ2438.Superseded values are not recommended for survey control.
 CQ2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2438.See file dsdata.txt to determine how the superseded data were derived.
 CQ2438
 CQ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR759917(NAD 83)
 CQ2438_MARKER: DB = BENCH MARK DISK
 CQ2438_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2438+WITH SETTING: INTO GROUND
 CQ2438_SP_SET: 4 FT 5/8 IN ROD
 CQ2438_STAMPING: J 330 1977
 CQ2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2438+STABILITY: SURFACE MOTION
 CQ2438
 CQ2438  HISTORY     - Date     Condition        Report By
 CQ2438  HISTORY     - 1977     MONUMENTED       NGS
 CQ2438
 CQ2438                          STATION DESCRIPTION
 CQ2438
 CQ2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2438'0.7 MI NE FROM HEFLIN.
 CQ2438'0.7 MILES NORTHEAST ALONG STATE GHIHWAY 531 FROM THE POST OFFICE AT
 CQ2438'HEFLIN, 140 FEET SOUTHWEST OF HIGHWAY MILE POST 2, 40 FEET WEST OF THE
 CQ2438'CENTER LINE OF THE HIGHWAY, 13 FT OF A BARBED WIRE FENCE, AND 13 FT
 CQ2438'NORTH OF A POWER LINE POLE.
 CQ2438'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2438'IN A PIPE PROJECTING +2 INCHES.
 CQ2438'1 FOOT BELOW HIGHWAY
 CQ2438'1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2447 ***********************************************************************
 CQ2447  DESIGNATION -  J 333
 CQ2447  PID         -  CQ2447
 CQ2447  STATE/COUNTY-  LA/BIENVILLE
 CQ2447  USGS QUAD   -  SALINE (1986)
 CQ2447
 CQ2447                         *CURRENT SURVEY CONTROL
 CQ2447  ___________________________________________________________________
 CQ2447* NAD 83(1986)-  32 12 42.     (N)    092 56 14.     (W)     SCALED    
 CQ2447* NAVD 88     -        65.95   (+/-2cm)     216.4    (feet)  VERTCON   
 CQ2447  ___________________________________________________________________
 CQ2447  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2447
 CQ2447  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2447
 CQ2447.The horizontal coordinates were scaled from a topographic map and have
 CQ2447.an estimated accuracy of +/- 6 seconds.
 CQ2447
 CQ2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2447.The vertical order pertains to the NGVD 29 superseded value.
 CQ2447
 CQ2447.The geoid height was determined by GEOID03.
 CQ2447
 CQ2447;                    North         East    Units  Estimated Accuracy
 CQ2447;SPC LA N     -   189,870.      958,780.      MT  (+/- 180 meters Scaled)
 CQ2447
 CQ2447                          SUPERSEDED SURVEY CONTROL
 CQ2447
 CQ2447  NGVD 29 (??/??/??)   66.009  (m)          216.56   (f) ADJUSTED    1 1
 CQ2447
 CQ2447.Superseded values are not recommended for survey control.
 CQ2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2447.See file dsdata.txt to determine how the superseded data were derived.
 CQ2447
 CQ2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR059638(NAD 83)
 CQ2447_MARKER: DB = BENCH MARK DISK
 CQ2447_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2447+WITH SETTING: INTO GROUND
 CQ2447_STAMPING: J 333 1977
 CQ2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2447+STABILITY: SURFACE MOTION
 CQ2447
 CQ2447  HISTORY     - Date     Condition        Report By
 CQ2447  HISTORY     - 1977     MONUMENTED       NGS
 CQ2447
 CQ2447                          STATION DESCRIPTION
 CQ2447
 CQ2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2447'4.2 MI SW FROM FRIENDSHIP.
 CQ2447'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF
 CQ2447'HIGHWAYS 4, 155 AND 501 WHICH IS 0.4 MILE NORTHEAST OF FRIENDSHIP,
 CQ2447'ABOUT 200 FEET NORTH OF A DIRT ROAD CROSSING, 33 FEET WEST OF THE
 CQ2447'CENTER LINE OF THE HIGHWAY, 17 FEET EAST OF A FENCE, 6 FEET SOUTH
 CQ2447'OF A POWER POLE WITH TRANSFORMER. THIS MARK CAN ALSO BE REACHED BY
 CQ2447'GOING 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 155 FROM THE JUNCTION
 CQ2447'OF STATE HIGHWAY 9 AT SALINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1810 ***********************************************************************
 BW1810  DESIGNATION -  J 336
 BW1810  PID         -  BW1810
 BW1810  STATE/COUNTY-  LA/CONCORDIA
 BW1810  USGS QUAD   -  SLOCUM (1983)
 BW1810
 BW1810                         *CURRENT SURVEY CONTROL
 BW1810  ___________________________________________________________________
 BW1810* NAD 83(1986)-  31 15 47.     (N)    091 39 36.     (W)     SCALED    
 BW1810* NAVD 88     -        20.738  (meters)      68.04   (feet)  ADJUSTED  
 BW1810  ___________________________________________________________________
 BW1810  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BW1810  DYNAMIC HT  -          20.712 (meters)      67.95  (feet)  COMP
 BW1810  MODELED GRAV-     979,414.9   (mgal)                       NAVD 88
 BW1810
 BW1810  VERT ORDER  -  FIRST     CLASS II
 BW1810
 BW1810.The horizontal coordinates were scaled from a topographic map and have
 BW1810.an estimated accuracy of +/- 6 seconds.
 BW1810
 BW1810.The orthometric height was determined by differential leveling
 BW1810.and adjusted by the National Geodetic Survey in February 1994..
 BW1810
 BW1810.The geoid height was determined by GEOID03.
 BW1810
 BW1810.The dynamic height is computed by dividing the NAVD 88
 BW1810.geopotential number by the normal gravity value computed on the
 BW1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1810.degrees latitude (g = 980.6199 gals.).
 BW1810
 BW1810.The modeled gravity was interpolated from observed gravity values.
 BW1810
 BW1810;                    North         East    Units  Estimated Accuracy
 BW1810;SPC LA N     -    84,920.    1,080,000.      MT  (+/- 180 meters Scaled)
 BW1810
 BW1810                          SUPERSEDED SURVEY CONTROL
 BW1810
 BW1810  NAVD 88 (06/15/91)   20.760  (m)           68.11   (f) UNKNOWN     1 2
 BW1810  NGVD 29 (??/??/??)   20.715  (m)           67.96   (f) ADJUSTED    1 2
 BW1810
 BW1810.Superseded values are not recommended for survey control.
 BW1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1810.See file dsdata.txt to determine how the superseded data were derived.
 BW1810
 BW1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ275595(NAD 83)
 BW1810_MARKER: DB = BENCH MARK DISK
 BW1810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1810_SP_SET: STAINLESS STEEL ROD
 BW1810_STAMPING: J 336 1979
 BW1810_PROJECTION: RECESSED 5 CENTIMETERS
 BW1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1810_ROD/PIPE-DEPTH: 9.14 meters
 BW1810
 BW1810  HISTORY     - Date     Condition        Report By
 BW1810  HISTORY     - 1979     MONUMENTED       NGS
 BW1810
 BW1810                          STATION DESCRIPTION
 BW1810
 BW1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1810'5.75 MI NE FROM SHAW.
 BW1810'5.75 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW1810'HIGHWAY 910 AT SHAW, AT MILE POST NUMBER 30, 20.5 FEET EAST OF THE
 BW1810'CENTER LINE OF THE HIGHWAY, 57 FEET WEST OF THE CENTER OF THE GRAVEL
 BW1810'ROAD ON THE TOP OF THE LEVEE, 2.5 FEET EAST OF THE MILE POST.
 BW1810'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 BW1810'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1858 ***********************************************************************
 BW1858  DESIGNATION -  J 337
 BW1858  PID         -  BW1858
 BW1858  STATE/COUNTY-  LA/CONCORDIA
 BW1858  USGS QUAD   -  SPOKANE (1976)
 BW1858
 BW1858                         *CURRENT SURVEY CONTROL
 BW1858  ___________________________________________________________________
 BW1858* NAD 83(1986)-  31 40 47.     (N)    091 24 58.     (W)     SCALED    
 BW1858* NAVD 88     -        19.011  (meters)      62.37   (feet)  ADJUSTED  
 BW1858  ___________________________________________________________________
 BW1858  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1858  DYNAMIC HT  -          18.989 (meters)      62.30  (feet)  COMP
 BW1858  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 BW1858
 BW1858  VERT ORDER  -  FIRST     CLASS II
 BW1858
 BW1858.The horizontal coordinates were scaled from a topographic map and have
 BW1858.an estimated accuracy of +/- 6 seconds.
 BW1858
 BW1858.The orthometric height was determined by differential leveling
 BW1858.and adjusted by the National Geodetic Survey in February 1994..
 BW1858
 BW1858.The geoid height was determined by GEOID03.
 BW1858
 BW1858.The dynamic height is computed by dividing the NAVD 88
 BW1858.geopotential number by the normal gravity value computed on the
 BW1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1858.degrees latitude (g = 980.6199 gals.).
 BW1858
 BW1858.The modeled gravity was interpolated from observed gravity values.
 BW1858
 BW1858;                    North         East    Units  Estimated Accuracy
 BW1858;SPC LA N     -   131,320.    1,102,770.      MT  (+/- 180 meters Scaled)
 BW1858
 BW1858                          SUPERSEDED SURVEY CONTROL
 BW1858
 BW1858  NAVD 88 (06/15/91)   19.026  (m)           62.42   (f) UNKNOWN     1 2
 BW1858  NGVD 29 (??/??/??)   19.016  (m)           62.39   (f) ADJUSTED    1 2
 BW1858
 BW1858.Superseded values are not recommended for survey control.
 BW1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1858.See file dsdata.txt to determine how the superseded data were derived.
 BW1858
 BW1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR501060(NAD 83)
 BW1858_MARKER: DB = BENCH MARK DISK
 BW1858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1858_SP_SET: STAINLESS STEEL ROD
 BW1858_STAMPING: J 337 1979
 BW1858_PROJECTION: FLUSH
 BW1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1858_ROD/PIPE-DEPTH: 9.14 meters
 BW1858
 BW1858  HISTORY     - Date     Condition        Report By
 BW1858  HISTORY     - 1979     MONUMENTED       NGS
 BW1858
 BW1858                          STATION DESCRIPTION
 BW1858
 BW1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1858'IN LAKE ST JOHN.
 BW1858'AT THE JUNCTION OF STATE HIGHWAYS 3196, 569 AND 910 AT THE SOUTHEAST
 BW1858'END OF LAKE ST. JOHN, SET BETWEEN A POWER POLE AND A GUY WIRE WITH AN
 BW1858'ELECTRIC METER FOR A TRAILER HOOKUP, 149 FEET SOUTHEAST OF THE
 BW1858'NORTHEAST CORNER OF LEE,S GROCERY STORE, 105 FEET NORTH OF THE CENTER
 BW1858'LINE OF HIGHWAY 569, 76 FEET WEST OF THE CENTER LINE OF HIGHWAY 901,
 BW1858'18.5 FEET NORTHEAST OF A 6-INCH PECAN TREE, 3 FEET NORTHEAST OF THE
 BW1858'POWER POLE WITH METER AND GUY WIRE.
 BW1858'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2292 ***********************************************************************
 CP2292  HT_MOD      -  This is a Height Modernization Survey Station.
 CP2292  DESIGNATION -  J 338
 CP2292  PID         -  CP2292
 CP2292  STATE/COUNTY-  LA/TENSAS
 CP2292  USGS QUAD   -  SOMERSET (1994)
 CP2292
 CP2292                         *CURRENT SURVEY CONTROL
 CP2292  ___________________________________________________________________
 CP2292* NAD 83(1992)-  32 08 55.03905(N)    091 10 39.10303(W)     ADJUSTED  
 CP2292* NAVD 88     -        30.91   (meters)     101.4    (feet)  GPS OBS   
 CP2292  ___________________________________________________________________
 CP2292  X           -    -111,080.781 (meters)                     COMP
 CP2292  Y           -  -5,404,169.160 (meters)                     COMP
 CP2292  Z           -   3,374,398.681 (meters)                     COMP
 CP2292  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CP2292  ELLIP HEIGHT-           4.53  (meters)          (11/18/03) GPS OBS
 CP2292  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2292  DYNAMIC HT  -          30.88  (meters)     101.3   (feet)  COMP
 CP2292  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CP2292
 CP2292  HORZ ORDER  -  B
 CP2292  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2292  ELLP ORDER  -  FOURTH    CLASS I
 CP2292
 CP2292.The horizontal coordinates were established by GPS observations
 CP2292.and adjusted by the National Geodetic Survey in November 2003..
 CP2292
 CP2292.The orthometric height was determined by GPS observations and a
 CP2292.high-resolution geoid model using precise GPS observation and
 CP2292.processing techniques. It supersedes the leveled height previously
 CP2292.determined for this station.
 CP2292.The vertical order pertains to the first NAVD 88 superseded value.
 CP2292
 CP2292.Photographs are available for this station.
 CP2292
 CP2292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2292
 CP2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2292
 CP2292.The ellipsoidal height was determined by GPS observations
 CP2292.and is referenced to NAD 83.
 CP2292
 CP2292.The geoid height was determined by GEOID03.
 CP2292
 CP2292.The dynamic height is computed by dividing the NAVD 88
 CP2292.geopotential number by the normal gravity value computed on the
 CP2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2292.degrees latitude (g = 980.6199 gals.).
 CP2292
 CP2292.The modeled gravity was interpolated from observed gravity values.
 CP2292
 CP2292;                    North         East     Units Scale Factor Converg.
 CP2292;SPC LA N     -   183,552.676 1,124,749.756   MT  0.99992283   +0 41 57.1
 CP2292;SPC LA N     -   602,205.74  3,690,116.49   sFT  0.99992283   +0 41 57.1
 CP2292;UTM  15      - 3,558,364.372   671,876.576   MT  0.99996432   +0 58 12.0
 CP2292
 CP2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2292!SPC LA N     -   0.99999929  x   0.99992283  =   0.99992212
 CP2292!UTM  15      -   0.99999929  x   0.99996432  =   0.99996361
 CP2292
 CP2292                          SUPERSEDED SURVEY CONTROL
 CP2292
 CP2292  NAVD 88 (02/14/94)   30.923  (m)          101.45   (f) ADJUSTED    1 2
 CP2292  NAVD 88 (06/15/91)   30.928  (m)          101.47   (f) UNKNOWN     1 2
 CP2292  NGVD 29 (??/??/??)   30.947  (m)          101.53   (f) ADJUSTED    1 2
 CP2292
 CP2292.Superseded values are not recommended for survey control.
 CP2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2292.See file dsdata.txt to determine how the superseded data were derived.
 CP2292
 CP2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7187758364(NAD 83)
 CP2292_MARKER: DB = BENCH MARK DISK
 CP2292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2292_SP_SET: STAINLESS STEEL ROD
 CP2292_STAMPING: J 338 1979
 CP2292_PROJECTION: RECESSED 5 CENTIMETERS
 CP2292_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2292+SATELLITE: SATELLITE OBSERVATIONS - 2003
 CP2292_ROD/PIPE-DEPTH: 7.62 meters
 CP2292
 CP2292  HISTORY     - Date     Condition        Report By
 CP2292  HISTORY     - 1979     MONUMENTED       NGS
 CP2292  HISTORY     - 20020723 GOOD             PYBURN
 CP2292  HISTORY     - 2003     GOOD             PYBURN
 CP2292
 CP2292                          STATION DESCRIPTION
 CP2292
 CP2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2292'23.8 MI SW FROM DELTA.
 CP2292'23.8 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 CP2292'THE U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, TO LEVEE STATION
 CP2292'MARKER 4700 AND THE MARK, SET ON THE SOUTH SIDE OF THE STATION MARKER,
 CP2292'0.3 MILE SOUTH OF A CATTLE GUARD IN THE LEVEE ROAD, 24 FEET WEST OF TH
 CP2292'CENTER OF THE ROAD, AND 1.5 FEET SOUTH OF THE LEVEE STATION MARKER.
 CP2292'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CP2292'THE MARK IS 1 FT BELOW ROAD.
 CP2292
 CP2292                          STATION RECOVERY (2002)
 CP2292
 CP2292'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP2292'RECOVERED AS DESCRIBED
 CP2292'IPYBURN
 CP2292'
 CP2292
 CP2292                          STATION RECOVERY (2003)
 CP2292
 CP2292'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 CP2292'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0721 ***********************************************************************
 AT0721  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0721  DESIGNATION -  J 367
 AT0721  PID         -  AT0721
 AT0721  STATE/COUNTY-  LA/PLAQUEMINES
 AT0721  USGS QUAD   -  HAPPY JACK (1992)
 AT0721
 AT0721                         *CURRENT SURVEY CONTROL
 AT0721  ___________________________________________________________________
 AT0721* NAD 83(1992)-  29 30 02.34693(N)    089 43 02.73636(W)     ADJUSTED  
 AT0721* NAVD 88     -        -0.27 **(meters)      -0.9  **(feet)  GPS OBS(2004.65)
 AT0721  **This station is located in a subsidence area (see below).
 AT0721  ___________________________________________________________________
 AT0721  X           -      27,399.684 (meters)                     COMP
 AT0721  Y           -  -5,555,634.246 (meters)                     COMP
 AT0721  Z           -   3,122,305.448 (meters)                     COMP
 AT0721  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AT0721  ELLIP HEIGHT-         -24.73  (meters)          (05/09/05) GPS OBS
 AT0721  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AT0721  DYNAMIC HT  -          -0.27  (meters)      -0.9   (feet)  COMP
 AT0721  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 AT0721
 AT0721  HORZ ORDER  -  B
 AT0721  VERT ORDER  -  THIRD (See Below)
 AT0721  ELLP ORDER  -  FOURTH    CLASS II
 AT0721
 AT0721.The horizontal coordinates were established by GPS observations
 AT0721.and adjusted by the National Geodetic Survey in May 2005..
 AT0721
 AT0721 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0721 ** and geoid heights are valid at the date of observation. These heights
 AT0721 ** must always be validated when used as control.
 AT0721 ** The orthometric height was determined by GPS observations using
 AT0721 ** precise GPS observation and processing techniques and a new
 AT0721 ** realization of GEOID03. It supersedes the leveled height previously
 AT0721 ** determined for this station.
 AT0721 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0721 ** epoch indicated which incorporates improved geoid heights for the
 AT0721 ** Southern Louisiana Subsidence area.
 AT0721 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0721.The orthometric height was determined by GPS observations and a
 AT0721.high-resolution geoid model using precise GPS observation and
 AT0721.processing techniques. It supersedes the leveled height previously
 AT0721.determined for this station.
 AT0721.WARNING-GPS observations at this control monument resulted in a GPS
 AT0721.derived orthometric height which differed from the leveled height by
 AT0721.more than one decimeter (0.1 meter).
 AT0721.The vertical order pertains to the first NAVD 88 superseded value.
 AT0721
 AT0721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0721
 AT0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0721
 AT0721.The ellipsoidal height was determined by GPS observations
 AT0721.and is referenced to NAD 83.
 AT0721
 AT0721.The geoid height was determined by GEOID03.
 AT0721
 AT0721.The dynamic height is computed by dividing the NAVD 88
 AT0721.geopotential number by the normal gravity value computed on the
 AT0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0721.degrees latitude (g = 980.6199 gals.).
 AT0721
 AT0721.The modeled gravity was interpolated from observed gravity values.
 AT0721
 AT0721;                    North         East     Units Scale Factor Converg.
 AT0721;SPC LA S     -   112,022.693 1,156,676.556   MT  0.99996359   +0 48 28.7
 AT0721;SPC LA S     -   367,527.79  3,794,863.00   sFT  0.99996359   +0 48 28.7
 AT0721;UTM  16      - 3,266,533.476   236,557.073   MT  1.00045644   -1 20 20.1
 AT0721
 AT0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0721!SPC LA S     -   1.00000388  x   0.99996359  =   0.99996747
 AT0721!UTM  16      -   1.00000388  x   1.00045644  =   1.00046033
 AT0721
 AT0721                          SUPERSEDED SURVEY CONTROL
 AT0721
 AT0721  NAVD 88 (02/14/94)   -0.120  (m)           -0.39   (f) READJUSTED  3  
 AT0721  NAVD 88 (06/15/91)   -0.065  (m)           -0.21   (f) UNKNOWN     1 2
 AT0721  NGVD 29 (??/??/??)   -0.032  (m)           -0.10   (f) ADJUSTED    1 2
 AT0721
 AT0721.Superseded values are not recommended for survey control.
 AT0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0721.See file dsdata.txt to determine how the superseded data were derived.
 AT0721
 AT0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3655766533(NAD 83)
 AT0721_MARKER: I = METAL ROD
 AT0721_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0721+WITH SETTING: INFORMATION.
 AT0721_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AT0721_STAMPING: J 367 1984
 AT0721_MARK LOGO: NGS   
 AT0721_PROJECTION: FLUSH
 AT0721_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0721+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2005
 AT0721_ROD/PIPE-DEPTH: 30.5 meters
 AT0721_SLEEVE-DEPTH  : 6.10 meters
 AT0721
 AT0721  HISTORY     - Date     Condition        Report By
 AT0721  HISTORY     - 1984     MONUMENTED       NGS
 AT0721  HISTORY     - 20021121 GOOD             3001
 AT0721  HISTORY     - 20050910 GOOD             JCLS
 AT0721
 AT0721                          STATION DESCRIPTION
 AT0721
 AT0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0721'IN PORT SULPHUR.
 AT0721'IN PORT SULPHUR, 0.08 KM (0.05 MI) SOUTHEAST ALONG STATE ROUTE 23 FROM
 AT0721'THE POST OFFICE, NEAR THE NORTH CORNER OF THE PORT SULPHUR VOCATIONAL
 AT0721'TECHNICAL SCHOOL BUILDING, 2.6 METERS (8.5 FT) NORTHEAST OF THE NORTH
 AT0721'CORNER OF THE SCHOOL BUILDING, 16.4 METERS (53.8 FT) NORTHWEST OF THE
 AT0721'CENTER OF THE NORTHEAST ENTRANCE DOOR OF THE BUILDING, 18.0 METERS
 AT0721'(59.2 FT) WEST-SOUTHWEST OF A FLAG POLE, 3.7 METERS (12.0 FT)
 AT0721'SOUTHWEST OF THE SOUTHWEST EDGE OF A NORTHWEST-SOUTHEAST SIDEWALK,
 AT0721'2.5 METERS (8.2 FT) NORTHEAST OF A WIRE SECURITY FENCE, 10.1 METERS
 AT0721'(33.0 FT) SOUTHEAST OF THE CENTER OF A WIRE SECURITY GATE, 2.7 METERS
 AT0721'(9.0 FT) EAST OF THE CENTER OF A 31 CENTIMETER (12 INCH) SEWER MANHOLE
 AT0721'COVER AND 8.2 METERS (26.8 FT) WEST OF A SIDEWALK LITE POLE.  NOTE,
 AT0721'ROD DRIVEN TO REQUIRED DRIVING RATE.
 AT0721'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 AT0721
 AT0721                          STATION RECOVERY (2002)
 AT0721
 AT0721'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AT0721'THE STATION IS LOCATED IN HAPPY JACK, 4 MILES NORTH WEST OF PORT
 AT0721'SULPHUR, 4.3 MILES  SOUTHEAST OF POINT LA HACHE FERRY LANDING.
 AT0721' 
 AT0721'OWNERSHIP- UNKNOWN
 AT0721' 
 AT0721'TO REACH THE STATION FROM THEINTERSECTION OF POST OFFICE AND HWY 23 GO
 AT0721'0.05 MILES TO A  ROAD LEADING TO PLAQUEMINES LEARNING CENTER PROCEED
 AT0721'WEST SOUTHWEST  ON ASPHALT RD TO LEARNING CENTER AND STATION.
 AT0721' 
 AT0721'THE STATION IS 8.5' NORTHEAST OF THE NORTHERN MOST CORNER OF BUILDING,
 AT0721'53.8' NORTHWEST  OF THE CENTER OF DOOR TO MAIN ENTRANCE, 59.2' WEST
 AT0721'SOUTHWETS OF A FLAG POLE,  8.2' NORTHEAST OF A CHAINLINK FENCE.
 AT0721'STATION IS A STAINLESS ROD DRIVEN TO 30.5' AND  STAMPED J 367 1984.
 AT0721
 AT0721                          STATION RECOVERY (2005)
 AT0721
 AT0721'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AT0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1377 ***********************************************************************
 CQ1377  DESIGNATION -  J 37
 CQ1377  PID         -  CQ1377
 CQ1377  STATE/COUNTY-  LA/WEBSTER
 CQ1377  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1377
 CQ1377                         *CURRENT SURVEY CONTROL
 CQ1377  ___________________________________________________________________
 CQ1377* NAD 83(1986)-  32 42 34.     (N)    093 22 28.     (W)     SCALED    
 CQ1377* NAVD 88     -        63.451  (meters)     208.17   (feet)  ADJUSTED  
 CQ1377  ___________________________________________________________________
 CQ1377  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1377  DYNAMIC HT  -          63.380 (meters)     207.94  (feet)  COMP
 CQ1377  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CQ1377
 CQ1377  VERT ORDER  -  SECOND    CLASS 0
 CQ1377
 CQ1377.The horizontal coordinates were scaled from a topographic map and have
 CQ1377.an estimated accuracy of +/- 6 seconds.
 CQ1377
 CQ1377.The orthometric height was determined by differential leveling
 CQ1377.and adjusted by the National Geodetic Survey in June 1991..
 CQ1377
 CQ1377.The geoid height was determined by GEOID03.
 CQ1377
 CQ1377.The dynamic height is computed by dividing the NAVD 88
 CQ1377.geopotential number by the normal gravity value computed on the
 CQ1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1377.degrees latitude (g = 980.6199 gals.).
 CQ1377
 CQ1377.The modeled gravity was interpolated from observed gravity values.
 CQ1377
 CQ1377;                    North         East    Units  Estimated Accuracy
 CQ1377;SPC LA N     -   245,310.      918,010.      MT  (+/- 180 meters Scaled)
 CQ1377
 CQ1377                          SUPERSEDED SURVEY CONTROL
 CQ1377
 CQ1377  NGVD 29 (??/??/??)   63.512  (m)          208.37   (f) ADJUSTED    2 0
 CQ1377
 CQ1377.Superseded values are not recommended for survey control.
 CQ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1377.See file dsdata.txt to determine how the superseded data were derived.
 CQ1377
 CQ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS649191(NAD 83)
 CQ1377_MARKER: DB = BENCH MARK DISK
 CQ1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1377_STAMPING: J 37 1934
 CQ1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1377+STABILITY: SURFACE MOTION
 CQ1377
 CQ1377  HISTORY     - Date     Condition        Report By
 CQ1377  HISTORY     - 1934     MONUMENTED       CGS
 CQ1377
 CQ1377                          STATION DESCRIPTION
 CQ1377
 CQ1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1377'1.2 MI S FROM HORTMAN.
 CQ1377'ABOUT 1.2 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1377'THE STATION AT HORTMAN, WEBSTER PARISH, ABOUT 78 YARDS NORTH OF
 CQ1377'MILEPOST 69, AT A ROAD CROSSING, ABOUT 15 YARDS WEST OF THE TRACK, AND
 CQ1377'IN A FENCE CORNER.  A STANDARD DISK, STAMPED J 37 1934 AND SET IN THE
 CQ1377'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0733 ***********************************************************************
 AT0733  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0733  DESIGNATION -  J 370
 AT0733  PID         -  AT0733
 AT0733  STATE/COUNTY-  LA/PLAQUEMINES
 AT0733  USGS QUAD   -  TRIUMPH (1993)
 AT0733
 AT0733                         *CURRENT SURVEY CONTROL
 AT0733  ___________________________________________________________________
 AT0733* NAD 83(1992)-  29 19 02.27854(N)    089 23 17.79771(W)     ADJUSTED  
 AT0733* NAVD 88     -        -1.23 **(meters)      -4.0  **(feet)  GPS OBS(2004.65)
 AT0733  **This station is located in a subsidence area (see below).
 AT0733  ___________________________________________________________________
 AT0733  EPOCH DATE  -        2004.65
 AT0733  X           -      59,421.296 (meters)                     COMP
 AT0733  Y           -  -5,565,363.614 (meters)                     COMP
 AT0733  Z           -   3,104,600.937 (meters)                     COMP
 AT0733  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT0733  ELLIP HEIGHT-         -25.27  (meters)          (06/22/05) GPS OBS
 AT0733  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AT0733  DYNAMIC HT  -          -1.22  (meters)      -4.0   (feet)  COMP
 AT0733  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 AT0733
 AT0733  HORZ ORDER  -  B
 AT0733  VERT ORDER  -  THIRD (See Below)
 AT0733  ELLP ORDER  -  FOURTH    CLASS I
 AT0733
 AT0733.The horizontal coordinates were established by GPS observations
 AT0733.and adjusted by the National Geodetic Survey in June 2005..
 AT0733.The horizontal coordinates are valid at the epoch date displayed above.
 AT0733.The epoch date for horizontal control is a decimal equivalence
 AT0733.of Year/Month/Day.
 AT0733
 AT0733 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0733 ** and geoid heights are valid at the date of observation. These heights
 AT0733 ** must always be validated when used as control.
 AT0733 ** The orthometric height was determined by GPS observations using
 AT0733 ** precise GPS observation and processing techniques and a new
 AT0733 ** realization of GEOID03. It supersedes the leveled height previously
 AT0733 ** determined for this station.
 AT0733 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0733 ** epoch indicated which incorporates improved geoid heights for the
 AT0733 ** Southern Louisiana Subsidence area.
 AT0733 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0733.The orthometric height was determined by GPS observations and a
 AT0733.high-resolution geoid model using precise GPS observation and
 AT0733.processing techniques. It supersedes the leveled height previously
 AT0733.determined for this station.
 AT0733.The vertical order pertains to the first NAVD 88 superseded value.
 AT0733
 AT0733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0733
 AT0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0733
 AT0733.The ellipsoidal height was determined by GPS observations
 AT0733.and is referenced to NAD 83.
 AT0733
 AT0733.The geoid height was determined by GEOID03.
 AT0733
 AT0733.The dynamic height is computed by dividing the NAVD 88
 AT0733.geopotential number by the normal gravity value computed on the
 AT0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0733.degrees latitude (g = 980.6199 gals.).
 AT0733
 AT0733.The modeled gravity was interpolated from observed gravity values.
 AT0733
 AT0733;                    North         East     Units Scale Factor Converg.
 AT0733;SPC LA S     -    92,198.682 1,188,932.691   MT  0.99999638   +0 58 21.2
 AT0733;SPC LA S     -   302,488.51  3,900,690.00   sFT  0.99999638   +0 58 21.2
 AT0733;UTM  16      - 3,245,508.344   268,060.726   MT  1.00026386   -1 10 11.8
 AT0733
 AT0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0733!SPC LA S     -   1.00000397  x   0.99999638  =   1.00000035
 AT0733!UTM  16      -   1.00000397  x   1.00026386  =   1.00026783
 AT0733
 AT0733                          SUPERSEDED SURVEY CONTROL
 AT0733
 AT0733  NAVD 88 (02/14/94)   -1.216  (m)           -3.99   (f) READJUSTED  3  
 AT0733  NAVD 88 (06/15/91)   -1.160  (m)           -3.81   (f) UNKNOWN     1 2
 AT0733  NGVD 29 (??/??/??)   -1.134  (m)           -3.72   (f) ADJUSTED    1 2
 AT0733
 AT0733.Superseded values are not recommended for survey control.
 AT0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0733.See file dsdata.txt to determine how the superseded data were derived.
 AT0733
 AT0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6806145508(NAD 83)
 AT0733_MARKER: I = METAL ROD
 AT0733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AT0733_SP_SET: STAINLESS STEEL ROD
 AT0733_STAMPING: J 370 1984
 AT0733_MARK LOGO: NGS   
 AT0733_PROJECTION: FLUSH
 AT0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0733+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 AT0733_ROD/PIPE-DEPTH: 26.8 meters
 AT0733
 AT0733  HISTORY     - Date     Condition        Report By
 AT0733  HISTORY     - 1984     MONUMENTED       NGS
 AT0733  HISTORY     - 20040422 GOOD             NGS
 AT0733  HISTORY     - 20051007 GOOD             NGS
 AT0733
 AT0733                          STATION DESCRIPTION
 AT0733
 AT0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0733'4.35 KM (2.7 MI) SE FROM BOOTHVILLE.
 AT0733'4.35 KM (2.7 MI) SOUTHEAST ALONG STATE ROUTE 23 FROM THE
 AT0733'BOOTHVILLE-VENICE SCHOOL, NEAR PUMPING STATION, 14.33 METERS (47.0 FT)
 AT0733'NORTHEAST OF THE CENTERLINE OF ROUTE 23, 22.56 METERS (74.0 FT)
 AT0733'SOUTHEAST OF EAST CORNER OF A CHAINLINK FENCE, 9.14 METERS (30.0 FT)
 AT0733'NORTHWEST OF A FIRE HYDRANT AND 0.49 METERS (1.6 FT) SOUTHEAST OF A
 AT0733'POWER LINE POLE NUMBER 272.
 AT0733'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AT0733'THE MARK IS 1.80 M BELOW ROUTE 23.
 AT0733
 AT0733                          STATION RECOVERY (2004)
 AT0733
 AT0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0733'THE STATION IS LOCATED IN BOOTHEVILLE ALONG STATE HIGHWAY RIGHT OF
 AT0733'WAY.
 AT0733' 
 AT0733'TO REACH THE STATION FROM THE BOOTHVILLE HIGH SCHOOL, IN BOOTHVILLE,
 AT0733'GO SOUTHEAST FOR 1.7 MI ON  STATE HIGHWAY 23 TO THE STATION ON THE
 AT0733'LEFT BY A DOUBLE UTILITY POLE, JUST HAVING PASSED ALLRIDGE  LANE ON
 AT0733'THE LEFT.
 AT0733' 
 AT0733'THE STATION IS LOCATED 17.3 M SOUTHEAST OF THE CENTER OF THE LANE,
 AT0733'14.0 M NORTHEAST OF THE NORTH  BOUND LANES OF THE HIGHWAY, 9.1 M
 AT0733'NORTHWEST OF A FIRE HYDRANT, 0.5 M SOUTEHEAST OF A CARSONITE  WITNESS
 AT0733'POST, 0.4 M SOUTH OF A WOODEN UTILITY POLE, AND ABOUT 2.0 M BELOW THE
 AT0733'LEVEL OF THE NORTH  BOUND LANES OF THE HIGHWAY.
 AT0733
 AT0733                          STATION RECOVERY (2005)
 AT0733
 AT0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0733'RECOVERED AS DESCRIBED. NOTE--UTILITY POLE PREVIOUSLY REFERENCED TO IS
 AT0733'LEANING SEVERLY AND WILL MOST LIKELY BE REPLACED OR RELOCATED DURING
 AT0733'HURRICANE KATRINA CLEAN UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1826 ***********************************************************************
 BH1826  DESIGNATION -  J 374
 BH1826  PID         -  BH1826
 BH1826  STATE/COUNTY-  LA/ORLEANS
 BH1826  USGS QUAD   -  LITTLE WOODS (1994)
 BH1826
 BH1826                         *CURRENT SURVEY CONTROL
 BH1826  ___________________________________________________________________
 BH1826* NAD 83(1992)-  30 02 30.92357(N)    090 00 00.07807(W)     ADJUSTED  
 BH1826* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 BH1826  **This station is located in a subsidence area (see below).
 BH1826  ___________________________________________________________________
 BH1826  X           -          -2.092 (meters)                     COMP
 BH1826  Y           -  -5,525,908.730 (meters)                     COMP
 BH1826  Z           -   3,174,384.393 (meters)                     COMP
 BH1826  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BH1826  ELLIP HEIGHT-         -26.32  (meters)          (01/21/03) GPS OBS
 BH1826  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BH1826  DYNAMIC HT  -           0.1   (meters)       0.    (feet)  COMP
 BH1826  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BH1826
 BH1826  HORZ ORDER  -  FIRST
 BH1826  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1826  ELLP ORDER  -  FOURTH    CLASS II
 BH1826
 BH1826.The horizontal coordinates were established by GPS observations
 BH1826.and adjusted by the National Geodetic Survey in May 1994..
 BH1826
 BH1826 ** The orthometric height has not been validated since last determined
 BH1826 ** by differential leveling and should not be used for control purposes.
 BH1826 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1826 ** area with valid NAVD 88 orthometric heights.
 BH1826 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1826 ** epoch indicated which incorporates improved geoid heights for the
 BH1826 ** Southern Louisiana Subsidence area.
 BH1826 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1826.The orthometric height was scaled from a topographic map.
 BH1826.The vertical order pertains to the first NAVD 88 superseded value.
 BH1826
 BH1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1826
 BH1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1826
 BH1826.The ellipsoidal height was determined by GPS observations
 BH1826.and is referenced to NAD 83.
 BH1826
 BH1826.The geoid height was determined by GEOID03.
 BH1826
 BH1826.The dynamic height is computed by dividing the NAVD 88
 BH1826.geopotential number by the normal gravity value computed on the
 BH1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1826.degrees latitude (g = 980.6199 gals.).
 BH1826
 BH1826.The modeled gravity was interpolated from observed gravity values.
 BH1826
 BH1826;                    North         East     Units Scale Factor Converg.
 BH1826;SPC LA S     -   171,661.435 1,128,579.757   MT  0.99992600   +0 40 00.0
 BH1826;SPC LA S     -   563,192.56  3,702,682.09   sFT  0.99992600   +0 40 00.0
 BH1826;UTM  15      - 3,327,224.499   789,285.670   MT  1.00063262   +1 30 10.6
 BH1826;UTM  16      - 3,327,224.609   210,710.146   MT  1.00063265   -1 30 10.6
 BH1826
 BH1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1826!SPC LA S     -   1.00000413  x   0.99992600  =   0.99993013
 BH1826!UTM  15      -   1.00000413  x   1.00063262  =   1.00063676
 BH1826!UTM  16      -   1.00000413  x   1.00063265  =   1.00063679
 BH1826
 BH1826                          SUPERSEDED SURVEY CONTROL
 BH1826
 BH1826  NAD 83(1992)-  30 02 30.92357(N)    090 00 00.07807(W) AD(       ) 1
 BH1826  ELLIP H (01/21/93)  -26.29   (m)                       GP(       ) 4 2
 BH1826  NAD 83(1986)-  30 02 30.94000(N)    090 00 00.07554(W) AD(       ) 1
 BH1826  NAVD 88 (02/14/94)    0.079  (m)            0.26   (f) UNKNOWN     1 2
 BH1826  NGVD 29 (05/21/91)    0.138  (m)            0.45   (f) ADJUSTED    1 2
 BH1826
 BH1826.Superseded values are not recommended for survey control.
 BH1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1826.See file dsdata.txt to determine how the superseded data were derived.
 BH1826
 BH1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8928627224(NAD 83)
 BH1826_MARKER: I = METAL ROD
 BH1826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH1826_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BH1826_STAMPING: J 374 1985
 BH1826_MARK LOGO: NGS   
 BH1826_PROJECTION: RECESSED 5 CENTIMETERS
 BH1826_MAGNETIC: I = MARKER IS A STEEL ROD
 BH1826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1826+STABILITY: POSITION/ELEVATION WELL
 BH1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1826+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1994
 BH1826_ROD/PIPE-DEPTH: 22.0 meters
 BH1826_SLEEVE-DEPTH  : 18.2 meters
 BH1826
 BH1826  HISTORY     - Date     Condition        Report By
 BH1826  HISTORY     - 1985     MONUMENTED       NGS
 BH1826  HISTORY     - 19880920 GOOD             LADTD
 BH1826  HISTORY     - 19890123 GOOD
 BH1826  HISTORY     - 19901107 GOOD             NGS
 BH1826  HISTORY     - 19941114 GOOD             NGS
 BH1826
 BH1826                          STATION DESCRIPTION
 BH1826
 BH1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BH1826'IN NEW ORLEANS.
 BH1826'THE MARK IS 0.2 M ABOVE BOULEVARD.
 BH1826'IN NEW ORLEANS, AT THE INTERSECTION OF CROWDER ROAD AND HAYNE
 BH1826'BOULEVARD, IN THE MEDIAN OF CROWDER ROAD, 7.62 METERS (25.0 FT)
 BH1826'SOUTHEAST OF A UTILITY POLE, 8.38 METERS (27.5 FT) SOUTHEAST OF THE
 BH1826'SOUTHEAST CURB OF HAYNE BOULEVARD, 8.53 METERS (28.0 FT) NORTHEAST OF
 BH1826'THE NORTHEAST CURB OF THE SOUTH BOUND LANE OF CROWDER ROAD.
 BH1826'NOTE--ACCESS TO THE MARK IS THROUGH A 5 INCH LOGO CAP.
 BH1826
 BH1826                          STATION RECOVERY (1988)
 BH1826
 BH1826'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1826'THE STATION IS LOCATED IN NEW ORLEANS AT THE INTERSECTION OF CROWDER
 BH1826'BLVD AND HAYNE BLVD IN THE MEDIAN OF CROWDER BLVD.  OWNERSHIP--CITY OF
 BH1826'NEW ORLEANS.
 BH1826'TO REACH THE STATION FROM THE JUNCTION OF CROWDER BLVD AND INTERSTATE
 BH1826'HIGHWAY 10 IN THE EASTERN PART OF NEW ORLEANS GO NORTH FOR 1.6 KM
 BH1826'(1.00 MI) ON CROWDER BLVD TO THE STATION ON THE LEFT IN THE MEDIAN.
 BH1826'THE STATION IS 8.53 M (28.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CURB
 BH1826'OF THE SOUTH BOUND LANES OF CROWDER BLVD, 8.38 M (27.5 FT) SOUTHEAST
 BH1826'OF THE SOUTHEAST CURB OF HAYNE BLVD AND 7.62 M (25.0 FT) SOUTHEAST OF
 BH1826'A UTILITY POLE.
 BH1826
 BH1826                          STATION RECOVERY (1989)
 BH1826
 BH1826'RECOVERED 1989
 BH1826'RECOVERED IN GOOD CONDITION.
 BH1826
 BH1826                          STATION RECOVERY (1990)
 BH1826
 BH1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1826'IN NEW ORLEANS, AT THE INTERSECTION OF CROWDER ROAD AND HAYNE
 BH1826'BOULEVARD, IN THE MEDIAN OF CROWDER ROAD, 8.5 M (27.9 FT) NORTHEAST
 BH1826'OF THE NORTHEAST CURB OF THE SOUTHBOUND LANES OF THE ROAD, 8.4 M
 BH1826'(27.6 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE BOULEVARD, 7.6 M
 BH1826'(24.9 FT) SOUTHEAST OF A UTILITY POLE, AND 0.3 M (1.0 FT) ABOVE THE
 BH1826'LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 BH1826'5-INCH LOGO CAP.
 BH1826
 BH1826                          STATION RECOVERY (1994)
 BH1826
 BH1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1826'IN NEW ORLEANS, AT THE INTERSECTION OF CROWDER ROAD AND HAYNE
 BH1826'BOULEVARD, 12.3 M (40.4 FT) SOUTHWEST OF THE WEST CURB OF THE
 BH1826'NORTHBOUND LANES OF THE ROAD, 8.5 M (27.9 FT) NORTHEAST OF THE EAST
 BH1826'CURB OF THE SOUTHBOUND LANES OF THE ROAD, 8.2 M (26.9 FT) SOUTHEAST OF
 BH1826'THE SOUTH CURB OF THE BOULEVARD, 7.6 M (24.9 FT) SOUTHEAST OF A
 BH1826'UTILITY POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 BH1826'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3005 ***********************************************************************
 BH3005  DESIGNATION -  J 374 AZ MK
 BH3005  PID         -  BH3005
 BH3005  STATE/COUNTY-  LA/ORLEANS
 BH3005  USGS QUAD   -  LITTLE WOODS (1994)
 BH3005
 BH3005                         *CURRENT SURVEY CONTROL
 BH3005  ___________________________________________________________________
 BH3005* NAD 83(1992)-  30 02 39.71979(N)    089 59 42.80930(W)     ADJUSTED  
 BH3005* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BH3005  **This station is located in a subsidence area (see below).
 BH3005  ___________________________________________________________________
 BH3005  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BH3005  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BH3005  DYNAMIC HT  -           3.9   (meters)      13.    (feet)  COMP
 BH3005  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BH3005
 BH3005  HORZ ORDER  -  SECOND
 BH3005  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH3005
 BH3005.The horizontal coordinates were established by classical geodetic methods
 BH3005.and adjusted by the National Geodetic Survey in May 1994..
 BH3005.No horizontal observational check was made to the station.
 BH3005
 BH3005 ** The orthometric height has not been validated since last determined
 BH3005 ** by differential leveling and should not be used for control purposes.
 BH3005 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH3005 ** area with valid NAVD 88 orthometric heights.
 BH3005 ** The geoid height was determined by a new realization of GEOID03 for the
 BH3005 ** epoch indicated which incorporates improved geoid heights for the
 BH3005 ** Southern Louisiana Subsidence area.
 BH3005 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH3005.The orthometric height was scaled from a topographic map.
 BH3005.The vertical order pertains to the first NAVD 88 superseded value.
 BH3005
 BH3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3005
 BH3005.The geoid height was determined by GEOID03.
 BH3005
 BH3005.The dynamic height is computed by dividing the NAVD 88
 BH3005.geopotential number by the normal gravity value computed on the
 BH3005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3005.degrees latitude (g = 980.6199 gals.).
 BH3005
 BH3005.The modeled gravity was interpolated from observed gravity values.
 BH3005
 BH3005;                    North         East     Units Scale Factor Converg.
 BH3005;SPC LA S     -   171,937.647 1,129,039.167   MT  0.99992603   +0 40 08.7
 BH3005;SPC LA S     -   564,098.76  3,704,189.33   sFT  0.99992603   +0 40 08.7
 BH3005;UTM  16      - 3,327,483.412   211,180.015   MT  1.00062930   -1 30 02.4
 BH3005;UTM  15      - 3,327,507.588   789,741.322   MT  1.00063588   +1 30 19.6
 BH3005
 BH3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3005!SPC LA S     -   1.00000352  x   0.99992603  =   0.99992955
 BH3005!UTM  16      -   1.00000352  x   1.00062930  =   1.00063282
 BH3005!UTM  15      -   1.00000352  x   1.00063588  =   1.00063940
 BH3005
 BH3005                          SUPERSEDED SURVEY CONTROL
 BH3005
 BH3005  NAD 83(1992)-  30 02 39.71978(N)    089 59 42.80934(W) AD(       ) 2
 BH3005  NAD 83(1986)-  30 02 39.73621(N)    089 59 42.80677(W) AD(       ) 2
 BH3005  NAVD 88 (02/14/94)    3.876  (m)           12.72   (f) UNKNOWN     1 2
 BH3005  NGVD 29 (05/21/91)    3.936  (m)           12.91   (f) ADJUSTED    1 2
 BH3005
 BH3005.Superseded values are not recommended for survey control.
 BH3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3005.See file dsdata.txt to determine how the superseded data were derived.
 BH3005
 BH3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1118027483(NAD 83)
 BH3005_MARKER: DZ = AZIMUTH MARK DISK
 BH3005_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH3005_SP_SET: STEP
 BH3005_STAMPING: J 374 OPE 1988
 BH3005_MARK LOGO: NGS   
 BH3005_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3005+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1994
 BH3005
 BH3005  HISTORY     - Date     Condition        Report By
 BH3005  HISTORY     - 1988     MONUMENTED       LADTD
 BH3005  HISTORY     - 19901118 GOOD             NGS
 BH3005  HISTORY     - 19941114 GOOD             NGS
 BH3005
 BH3005                          STATION DESCRIPTION
 BH3005
 BH3005'DESCRIBED BY LA TRANSP AND DEV 1988
 BH3005'THE STATION IS LOCATED IN NEW ORLEANS ON THE SOUTH SHORE OF LAKE
 BH3005'PONTCHATRAIN ABOUT 3.2 KM (2.00 MI) EAST OF THE NEW ORLEANS LAKEFRONT
 BH3005'AIRPORT.  OWNERSHIP--ORLEANS PARISH LEVEE BOARD.
 BH3005'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BH3005'CROWDER BLVD, GO NORTH FOR 1.6 KM (1.00 MI) ON CROWDER BLVD TO THE
 BH3005'JUNCTION WITH HAYNE BLVD.  TURN RIGHT AND GO EAST FOR 0.5 KM
 BH3005'(0.30 MI) ON HAYNE BLVD TO THE MARK ON THE LEFT ON THE LEVEE.
 BH3005'THE STATION IS SET IN A DRILL HOLE IN THE TOP STEP OF THE SEA WALL ON
 BH3005'THE LAKE SIDE OF THE LEVEE, 24.8 M (81.4 FT) NORTH FROM THE CENTER OF
 BH3005'HAYNE BLVD, 10.8 M (35.4 FT) SOUTH FROM THE SOUTH RAIL OF THE NEAREST
 BH3005'RAIL OF THE RAILROAD TRACKS TO THE LEVEE AND 2.4 M (7.9 FT) NORTH FROM
 BH3005'THE CENTER OF THE LEVEE.
 BH3005
 BH3005                          STATION RECOVERY (1990)
 BH3005
 BH3005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH3005'0.5 KM (0.3 MI) EASTERLY ALONG HAYNE BOULEVARD FROM THE JUNCTION OF
 BH3005'CROWDER BOULEVARD IN NEW ORLEANS, IN A CONCRETE STEP FOR A SEA WALL
 BH3005'ON THE LAKE SIDE OF A LEVEE, 24.8 M (81.4 FT) NORTH OF THE BOULEVARD
 BH3005'CENTER, 10.8 M (35.4 FT) SOUTH OF THE NEAR RAIL OF THE SOUTHERN
 BH3005'RAILROAD, 2.4 M (7.9 FT) NORTH OF THE CENTER OF THE LEVEE, 1.8 M (5.9
 BH3005'FT) ABOVE THE LEVEL OF THE TRACK, AND 0.4 M (1.3 FT) WEST OF THE EAST
 BH3005'EDGE OF THE STEP.
 BH3005
 BH3005                          STATION RECOVERY (1994)
 BH3005
 BH3005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH3005'IN NEW ORLEANS, AT THE INTERSECTION OF HAYNE BOULEVARD AND BURKE
 BH3005'AVENUE, IN THE TOP CONCRETE STEP ON THE NORTH SIDE OF A LEVEE ALONG
 BH3005'THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 160.0 M (524.9 FT) SOUTHWEST OF
 BH3005'THE EXTENDED CENTERLINE OF THE AVENUE, 24.8 M (81.4 FT) NORTHWEST OF
 BH3005'THE BOULEVARD CENTER, 10.8 M (35.4 FT) SOUTHEAST OF THE NEAR RAIL OF
 BH3005'THE SOUTHERN RAILROAD, 2.4 M (7.9 FT) NORTH OF THE CENTER OF THE
 BH3005'LEVEE, AND 0.4 M (1.3 FT) WEST OF THE EAST EDGE OF THE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3693 ***********************************************************************
 BJ3693  DESIGNATION -  J 378
 BJ3693  PID         -  BJ3693
 BJ3693  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ3693  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3693
 BJ3693                         *CURRENT SURVEY CONTROL
 BJ3693  ___________________________________________________________________
 BJ3693* NAD 83(1986)-  30 27 05.     (N)    091 12 07.     (W)     SCALED    
 BJ3693* NAVD 88     -        14.764  (meters)      48.44   (feet)  ADJUSTED  
 BJ3693  ___________________________________________________________________
 BJ3693  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3693  DYNAMIC HT  -          14.745 (meters)      48.38  (feet)  COMP
 BJ3693  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 BJ3693
 BJ3693  VERT ORDER  -  FIRST     CLASS II
 BJ3693
 BJ3693.The horizontal coordinates were scaled from a topographic map and have
 BJ3693.an estimated accuracy of +/- 6 seconds.
 BJ3693
 BJ3693.The orthometric height was determined by differential leveling
 BJ3693.and adjusted by the National Geodetic Survey in February 1994..
 BJ3693
 BJ3693.The geoid height was determined by GEOID03.
 BJ3693
 BJ3693.The dynamic height is computed by dividing the NAVD 88
 BJ3693.geopotential number by the normal gravity value computed on the
 BJ3693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3693.degrees latitude (g = 980.6199 gals.).
 BJ3693
 BJ3693.The modeled gravity was interpolated from observed gravity values.
 BJ3693
 BJ3693;                    North         East    Units  Estimated Accuracy
 BJ3693;SPC LA S     -   216,310.    1,012,620.      MT  (+/- 180 meters Scaled)
 BJ3693
 BJ3693                          SUPERSEDED SURVEY CONTROL
 BJ3693
 BJ3693.No superseded survey control is available for this station.
 BJ3693
 BJ3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP726701(NAD 83)
 BJ3693_MARKER: I = METAL ROD
 BJ3693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3693_SP_SET: STAINLESS STEEL ROD
 BJ3693_STAMPING: J 378 1986
 BJ3693_MARK LOGO: NGS   
 BJ3693_PROJECTION: FLUSH
 BJ3693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3693_ROD/PIPE-DEPTH: 8.5  meters
 BJ3693
 BJ3693  HISTORY     - Date     Condition        Report By
 BJ3693  HISTORY     - 1986     MONUMENTED       NGS
 BJ3693
 BJ3693                          STATION DESCRIPTION
 BJ3693
 BJ3693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3693'IN PORT ALLEN.
 BJ3693'IN PORT ALLEN, ON TOP OF THE LEVEE ON THE WEST SIDE OF THE MISSISSIPPI
 BJ3693'RIVER.  IT IS 4.57 METERS (15.0 FT) EAST OF THE CENTER OF THE GRAVEL
 BJ3693'ROAD ON TOP OF THE LEVEE, 24.69 METERS (81.0 SOUTH OF THE EXTENDED
 BJ3693'CENTER OF THE EAST END OF AVENUE A, 0.40 METERS (1.3 FT) NORTH OF A
 BJ3693'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BJ3693'LOGO CAP.
 BJ3693'THE MARK IS 0.34 METERS  S FROM  A WITNESS POST
 BJ3693'THE MARK IS 0.5 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1627 ***********************************************************************
 CQ1627  DESIGNATION -  J 38
 CQ1627  PID         -  CQ1627
 CQ1627  STATE/COUNTY-  LA/BIENVILLE
 CQ1627  USGS QUAD   -  ROY (1986)
 CQ1627
 CQ1627                         *CURRENT SURVEY CONTROL
 CQ1627  ___________________________________________________________________
 CQ1627* NAD 83(1986)-  32 14 59.     (N)    093 09 50.     (W)     SCALED    
 CQ1627* NAVD 88     -        50.28   (+/-2cm)     165.0    (feet)  VERTCON   
 CQ1627  ___________________________________________________________________
 CQ1627  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1627
 CQ1627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1627
 CQ1627.The horizontal coordinates were scaled from a topographic map and have
 CQ1627.an estimated accuracy of +/- 6 seconds.
 CQ1627
 CQ1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1627.The vertical order pertains to the NGVD 29 superseded value.
 CQ1627
 CQ1627.The geoid height was determined by GEOID03.
 CQ1627
 CQ1627;                    North         East    Units  Estimated Accuracy
 CQ1627;SPC LA N     -   194,190.      937,440.      MT  (+/- 180 meters Scaled)
 CQ1627
 CQ1627                          SUPERSEDED SURVEY CONTROL
 CQ1627
 CQ1627  NGVD 29 (??/??/??)   50.334  (m)          165.14   (f) ADJUSTED    2 0
 CQ1627
 CQ1627.Superseded values are not recommended for survey control.
 CQ1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1627.See file dsdata.txt to determine how the superseded data were derived.
 CQ1627
 CQ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR845681(NAD 83)
 CQ1627_MARKER: DB = BENCH MARK DISK
 CQ1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1627_STAMPING: J 38 1934
 CQ1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1627+STABILITY: SURFACE MOTION
 CQ1627
 CQ1627  HISTORY     - Date     Condition        Report By
 CQ1627  HISTORY     - 1934     MONUMENTED       CGS
 CQ1627  HISTORY     - 1943     GOOD             LOCSUR
 CQ1627
 CQ1627                          STATION DESCRIPTION
 CQ1627
 CQ1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1627'IN CASTOR.
 CQ1627'ABOUT 0.2 MILE SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1627'CASTOR, BIENVILLE PARISH, ABOUT 410 YARDS SOUTH OF THE STATION, ABOUT
 CQ1627'500 YARDS SOUTH OF MILEPOST 105, AT A ROAD CROSSING, ABOUT 130 YARDS
 CQ1627'SOUTHEAST OF THE SOUTHEAST END OF A SWITCH, ABOUT 17 YARDS WEST OF THE
 CQ1627'TRACK, ABOUT 15 YARDS EAST OF A ROAD LEADING SOUTH, AND IN A FENCE
 CQ1627'CORNER.  A STANDARD DISK, STAMPED J 38 1934 AND SET IN THE TOP OF A
 CQ1627'CONCRETE POST.
 CQ1627
 CQ1627                          STATION RECOVERY (1943)
 CQ1627
 CQ1627'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3724 ***********************************************************************
 BJ3724  DESIGNATION -  J 383
 BJ3724  PID         -  BJ3724
 BJ3724  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3724  USGS QUAD   -  ROBERT (1974)
 BJ3724
 BJ3724                         *CURRENT SURVEY CONTROL
 BJ3724  ___________________________________________________________________
 BJ3724* NAD 83(1986)-  30 30 18.     (N)    090 18 12.     (W)     SCALED    
 BJ3724* NAVD 88     -         8.873  (meters)      29.11   (feet)  ADJUSTED  
 BJ3724  ___________________________________________________________________
 BJ3724  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3724  DYNAMIC HT  -           8.862 (meters)      29.07  (feet)  COMP
 BJ3724  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BJ3724
 BJ3724  VERT ORDER  -  FIRST     CLASS II
 BJ3724
 BJ3724.The horizontal coordinates were scaled from a topographic map and have
 BJ3724.an estimated accuracy of +/- 6 seconds.
 BJ3724
 BJ3724.The orthometric height was determined by differential leveling
 BJ3724.and adjusted by the National Geodetic Survey in February 1994..
 BJ3724
 BJ3724.The geoid height was determined by GEOID03.
 BJ3724
 BJ3724.The dynamic height is computed by dividing the NAVD 88
 BJ3724.geopotential number by the normal gravity value computed on the
 BJ3724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3724.degrees latitude (g = 980.6199 gals.).
 BJ3724
 BJ3724.The modeled gravity was interpolated from observed gravity values.
 BJ3724
 BJ3724;                    North         East    Units  Estimated Accuracy
 BJ3724;SPC LA S     -   222,690.    1,098,870.      MT  (+/- 180 meters Scaled)
 BJ3724
 BJ3724                          SUPERSEDED SURVEY CONTROL
 BJ3724
 BJ3724.No superseded survey control is available for this station.
 BJ3724
 BJ3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP588778(NAD 83)
 BJ3724_MARKER: I = METAL ROD
 BJ3724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3724_SP_SET: STAINLESS STEEL ROD
 BJ3724_STAMPING: J 383 1986
 BJ3724_MARK LOGO: NGS   
 BJ3724_PROJECTION: FLUSH
 BJ3724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3724_ROD/PIPE-DEPTH: 10.9 meters
 BJ3724
 BJ3724  HISTORY     - Date     Condition        Report By
 BJ3724  HISTORY     - 1986     MONUMENTED       NGS
 BJ3724
 BJ3724                          STATION DESCRIPTION
 BJ3724
 BJ3724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3724'3.9 KM (2.45 MI) EAST FROM ROBERT.
 BJ3724'3.9 KM (2.45 MI) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3724'STATE HIGHWAY 445 IN ROBERT TO THE MARK ON THE RIGHT.  IT IS 16.3
 BJ3724'METERS (53.5 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190 AND 4.8
 BJ3724'METERS (16.0 FT) WEST OF THE CENTER OF A DRIVEWAY.  NOTE--ACCESS TO
 BJ3724'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3724'THE MARK IS 0.18 METERS  N FROM  A WITNESS POST
 BJ3724'THE MARK IS 0.45 M BELOW HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0923 ***********************************************************************
 CQ0923  DESIGNATION -  J 39
 CQ0923  PID         -  CQ0923
 CQ0923  STATE/COUNTY-  LA/BIENVILLE
 CQ0923  USGS QUAD   -  SALINE (1986)
 CQ0923
 CQ0923                         *CURRENT SURVEY CONTROL
 CQ0923  ___________________________________________________________________
 CQ0923* NAD 83(1986)-  32 09 50.     (N)    092 58 34.     (W)     SCALED    
 CQ0923* NAVD 88     -        55.73   (+/-2cm)     182.8    (feet)  VERTCON   
 CQ0923  ___________________________________________________________________
 CQ0923  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0923
 CQ0923  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ0923
 CQ0923.The horizontal coordinates were scaled from a topographic map and have
 CQ0923.an estimated accuracy of +/- 6 seconds.
 CQ0923
 CQ0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0923.The vertical order pertains to the NGVD 29 superseded value.
 CQ0923
 CQ0923.The geoid height was determined by GEOID03.
 CQ0923
 CQ0923;                    North         East    Units  Estimated Accuracy
 CQ0923;SPC LA N     -   184,580.      955,100.      MT  (+/- 180 meters Scaled)
 CQ0923
 CQ0923                          SUPERSEDED SURVEY CONTROL
 CQ0923
 CQ0923  NGVD 29 (??/??/??)   55.781  (m)          183.01   (f) ADJUSTED    1 1
 CQ0923
 CQ0923.Superseded values are not recommended for survey control.
 CQ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0923.See file dsdata.txt to determine how the superseded data were derived.
 CQ0923
 CQ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR022586(NAD 83)
 CQ0923_MARKER: DB = BENCH MARK DISK
 CQ0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0923_STAMPING: J 39 1934
 CQ0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0923+STABILITY: SURFACE MOTION
 CQ0923
 CQ0923  HISTORY     - Date     Condition        Report By
 CQ0923  HISTORY     - 1934     MONUMENTED       CGS
 CQ0923  HISTORY     - 1943     GOOD             CGS
 CQ0923  HISTORY     - 1977     GOOD             NGS
 CQ0923
 CQ0923                          STATION DESCRIPTION
 CQ0923
 CQ0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0923'IN SALINE.
 CQ0923'AT SALINE, BIENVILLE PARISH, ON THE LOUISIANA AND NORTH WEST RAILROAD,
 CQ0923'0.7 MILE SOUTH OF MILEPOST 90, 40 FEET SOUTH OF THE STATION, AND 40
 CQ0923'FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED J
 CQ0923'39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ0923
 CQ0923                          STATION RECOVERY (1977)
 CQ0923
 CQ0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ0923'0.1 MILE WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE HIGHWAY
 CQ0923'155 AT SALINE, 182 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 66
 CQ0923'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE
 CQ0923'BELONGING TO A MR. WILLIAMS, 38 FEET SOUTHWEST OF THE SOUTHEAST
 CQ0923'CORNER OF A CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1583 ***********************************************************************
 CQ1583  DESIGNATION -  J 40
 CQ1583  PID         -  CQ1583
 CQ1583  STATE/COUNTY-  LA/RED RIVER
 CQ1583  USGS QUAD   -  MARTIN (1986)
 CQ1583
 CQ1583                         *CURRENT SURVEY CONTROL
 CQ1583  ___________________________________________________________________
 CQ1583* NAD 83(1986)-  32 05 03.     (N)    093 13 23.     (W)     SCALED    
 CQ1583* NAVD 88     -        75.22   (+/-2cm)     246.8    (feet)  VERTCON   
 CQ1583  ___________________________________________________________________
 CQ1583  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ1583
 CQ1583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1583
 CQ1583.The horizontal coordinates were scaled from a topographic map and have
 CQ1583.an estimated accuracy of +/- 6 seconds.
 CQ1583
 CQ1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1583.The vertical order pertains to the NGVD 29 superseded value.
 CQ1583
 CQ1583.The geoid height was determined by GEOID03.
 CQ1583
 CQ1583;                    North         East    Units  Estimated Accuracy
 CQ1583;SPC LA N     -   175,870.      931,750.      MT  (+/- 180 meters Scaled)
 CQ1583
 CQ1583                          SUPERSEDED SURVEY CONTROL
 CQ1583
 CQ1583  NGVD 29 (??/??/??)   75.267  (m)          246.94   (f) ADJUSTED    2 0
 CQ1583
 CQ1583.Superseded values are not recommended for survey control.
 CQ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1583.See file dsdata.txt to determine how the superseded data were derived.
 CQ1583
 CQ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR789497(NAD 83)
 CQ1583_MARKER: DB = BENCH MARK DISK
 CQ1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1583_STAMPING: J 40 1934
 CQ1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1583+STABILITY: SURFACE MOTION
 CQ1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1583+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 CQ1583
 CQ1583  HISTORY     - Date     Condition        Report By
 CQ1583  HISTORY     - 1934     MONUMENTED       CGS
 CQ1583  HISTORY     - 1943     GOOD             LOCSUR
 CQ1583  HISTORY     - 20060610 GOOD             USPSQD
 CQ1583
 CQ1583                          STATION DESCRIPTION
 CQ1583
 CQ1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1583'8.7 MI NE FROM COUSHATTA.
 CQ1583'ABOUT 8.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM COUSHATTA, RED
 CQ1583'RIVER PARISH, ABOUT 0.2 MILE WEST OF A SERVICE STATION AT A ROAD FORK,
 CQ1583'AT THE TOP OF A SMALL HILL, 33 FEET NORTH OF THE HIGHWAY, AND 2 FEET
 CQ1583'NORTH OF A FENCE.  A STANDARD DISK, STAMPED J 40 1934 AND SET IN THE
 CQ1583'TOP OF A CONCRETE POST.
 CQ1583
 CQ1583                          STATION RECOVERY (1943)
 CQ1583
 CQ1583'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1583'RECOVERED IN GOOD CONDITION.
 CQ1583
 CQ1583                          STATION RECOVERY (2006)
 CQ1583
 CQ1583'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 CQ1583'MARK IS ONE FOOT SOUTH OF FENCE AND ABOUT 25 FEET WEST OF AGUM TREE ON
 CQ1583'THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1564 ***********************************************************************
 CQ1564  DESIGNATION -  J 41
 CQ1564  PID         -  CQ1564
 CQ1564  STATE/COUNTY-  LA/RED RIVER
 CQ1564  USGS QUAD   -  HARMON (1980)
 CQ1564
 CQ1564                         *CURRENT SURVEY CONTROL
 CQ1564  ___________________________________________________________________
 CQ1564* NAD 83(1986)-  32 06 31.     (N)    093 25 41.     (W)     SCALED    
 CQ1564* NAVD 88     -        41.60   (+/-2cm)     136.5    (feet)  VERTCON   
 CQ1564  ___________________________________________________________________
 CQ1564  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1564
 CQ1564  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1564
 CQ1564.The horizontal coordinates were scaled from a topographic map and have
 CQ1564.an estimated accuracy of +/- 6 seconds.
 CQ1564
 CQ1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1564.The vertical order pertains to the NGVD 29 superseded value.
 CQ1564
 CQ1564.The geoid height was determined by GEOID03.
 CQ1564
 CQ1564;                    North         East    Units  Estimated Accuracy
 CQ1564;SPC LA N     -   178,730.      912,420.      MT  (+/- 180 meters Scaled)
 CQ1564
 CQ1564                          SUPERSEDED SURVEY CONTROL
 CQ1564
 CQ1564  NGVD 29 (??/??/??)   41.660  (m)          136.68   (f) ADJUSTED    1 2
 CQ1564
 CQ1564.Superseded values are not recommended for survey control.
 CQ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1564.See file dsdata.txt to determine how the superseded data were derived.
 CQ1564
 CQ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR596525(NAD 83)
 CQ1564_MARKER: DB = BENCH MARK DISK
 CQ1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1564_STAMPING: J 41 1934
 CQ1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1564+STABILITY: SURFACE MOTION
 CQ1564
 CQ1564  HISTORY     - Date     Condition        Report By
 CQ1564  HISTORY     - 1934     MONUMENTED       CGS
 CQ1564  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1564
 CQ1564                          STATION DESCRIPTION
 CQ1564
 CQ1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1564'1.2 MI S FROM COUSHATTA.
 CQ1564'1.2 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1564'STATION AT CRICHTON, RED RIVER PARISH, 120 YARDS SOUTH OF MILEPOST 36,
 CQ1564'126 YARDS SOUTHWEST OF A HOUSE, 125 YARDS SOUTH OF A STEEL OIL
 CQ1564'DERRICK, AT THE CROSSING OF A ROAD LEADING TO THE OIL WELL, IN THE
 CQ1564'NORTHWEST CORNER OF A CULTIVATED FIELD, 60 FEET EAST OF THE CENTERLINE
 CQ1564'OF THE TRACK, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 18 FEET
 CQ1564'EAST OF A ROW OF POLES.  A STANDARD DISK, STAMPED J 41 1934 AND SET IN
 CQ1564'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1266 ***********************************************************************
 BK1266  DESIGNATION -  J 44
 BK1266  PID         -  BK1266
 BK1266  STATE/COUNTY-  LA/BEAUREGARD
 BK1266  USGS QUAD   -  DERIDDER (1994)
 BK1266
 BK1266                         *CURRENT SURVEY CONTROL
 BK1266  ___________________________________________________________________
 BK1266* NAD 83(1986)-  30 49 34.     (N)    093 18 50.     (W)     SCALED    
 BK1266* NAVD 88     -        55.26   (+/-2cm)     181.3    (feet)  VERTCON   
 BK1266  ___________________________________________________________________
 BK1266  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK1266
 BK1266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1266
 BK1266.The horizontal coordinates were scaled from a topographic map and have
 BK1266.an estimated accuracy of +/- 6 seconds.
 BK1266
 BK1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1266.The vertical order pertains to the NGVD 29 superseded value.
 BK1266
 BK1266.The geoid height was determined by GEOID03.
 BK1266
 BK1266;                    North         East    Units  Estimated Accuracy
 BK1266;SPC LA S     -   259,480.      810,510.      MT  (+/- 180 meters Scaled)
 BK1266
 BK1266                          SUPERSEDED SURVEY CONTROL
 BK1266
 BK1266  NGVD 29 (??/??/??)   55.420  (m)          181.82   (f) ADJUSTED    2 0
 BK1266
 BK1266.Superseded values are not recommended for survey control.
 BK1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1266.See file dsdata.txt to determine how the superseded data were derived.
 BK1266
 BK1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ699103(NAD 83)
 BK1266_MARKER: DB = BENCH MARK DISK
 BK1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1266_STAMPING: J 44 1935
 BK1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1266+STABILITY: SURFACE MOTION
 BK1266
 BK1266  HISTORY     - Date     Condition        Report By
 BK1266  HISTORY     - 1935     MONUMENTED       CGS
 BK1266  HISTORY     - 1945     GOOD             CGS
 BK1266
 BK1266                          STATION DESCRIPTION
 BK1266
 BK1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 BK1266'1.8 MI SW FROM DE RIDDER.
 BK1266'1.8 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1266'THE STATION AT DE RIDDER, BEAUREGARD PARISH, 0.4 MILE WEST OF MILEPOST
 BK1266'37, AT A ROAD CROSSING, 48 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 BK1266'AND 32 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 BK1266'STAMPED J 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0928 ***********************************************************************
 CQ0928  DESIGNATION -  J 48
 CQ0928  PID         -  CQ0928
 CQ0928  STATE/COUNTY-  LA/LINCOLN
 CQ0928  USGS QUAD   -  CLAY (1994)
 CQ0928
 CQ0928                         *CURRENT SURVEY CONTROL
 CQ0928  ___________________________________________________________________
 CQ0928* NAD 83(1986)-  32 26 52.     (N)    092 39 49.     (W)     SCALED    
 CQ0928* NAVD 88     -        67.76   (+/-2cm)     222.3    (feet)  VERTCON   
 CQ0928  ___________________________________________________________________
 CQ0928  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0928
 CQ0928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0928
 CQ0928.The horizontal coordinates were scaled from a topographic map and have
 CQ0928.an estimated accuracy of +/- 6 seconds.
 CQ0928
 CQ0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0928.The vertical order pertains to the NGVD 29 superseded value.
 CQ0928
 CQ0928.The geoid height was determined by GEOID03.
 CQ0928
 CQ0928;                    North         East    Units  Estimated Accuracy
 CQ0928;SPC LA N     -   215,980.      984,620.      MT  (+/- 180 meters Scaled)
 CQ0928
 CQ0928                          SUPERSEDED SURVEY CONTROL
 CQ0928
 CQ0928  NGVD 29 (??/??/??)   67.829  (m)          222.54   (f) ADJUSTED    2 0
 CQ0928
 CQ0928.Superseded values are not recommended for survey control.
 CQ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0928.See file dsdata.txt to determine how the superseded data were derived.
 CQ0928
 CQ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR316901(NAD 83)
 CQ0928_MARKER: DB = BENCH MARK DISK
 CQ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0928_STAMPING: J 48 1934
 CQ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0928+STABILITY: SURFACE MOTION
 CQ0928
 CQ0928  HISTORY     - Date     Condition        Report By
 CQ0928  HISTORY     - 1934     MONUMENTED       CGS
 CQ0928  HISTORY     - 1935     GOOD             CGS
 CQ0928
 CQ0928                          STATION DESCRIPTION
 CQ0928
 CQ0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0928'1.2 MI N FROM CLAY.
 CQ0928'1.2 MILES NORTH OF AND ALONG THE C.R.I. AND P. R.R. ABOUT 95 YARDS
 CQ0928'SOUTH OF MILE POLE 160/20.  50 FEET S.E. OF CENTER OF TRACK AND A R.R.
 CQ0928'CROSSING.  9 FEET N.E. OF A GATE IN FENCE LINE.  AND 3 FEET S.E. OF
 CQ0928'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1553 ***********************************************************************
 BX1553  DESIGNATION -  J 50
 BX1553  PID         -  BX1553
 BX1553  STATE/COUNTY-  LA/WINN
 BX1553  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1553
 BX1553                         *CURRENT SURVEY CONTROL
 BX1553  ___________________________________________________________________
 BX1553* NAD 83(1986)-  31 56 13.     (N)    092 35 49.     (W)     SCALED    
 BX1553* NAVD 88     -        37.27   (+/-2cm)     122.3    (feet)  VERTCON   
 BX1553  ___________________________________________________________________
 BX1553  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1553
 BX1553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1553
 BX1553.The horizontal coordinates were scaled from a topographic map and have
 BX1553.an estimated accuracy of +/- 6 seconds.
 BX1553
 BX1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1553.The vertical order pertains to the NGVD 29 superseded value.
 BX1553
 BX1553.The geoid height was determined by GEOID03.
 BX1553
 BX1553;                    North         East    Units  Estimated Accuracy
 BX1553;SPC LA N     -   159,330.      990,830.      MT  (+/- 180 meters Scaled)
 BX1553
 BX1553                          SUPERSEDED SURVEY CONTROL
 BX1553
 BX1553  NGVD 29 (??/??/??)   37.304  (m)          122.39   (f) ADJUSTED    2 0
 BX1553
 BX1553.Superseded values are not recommended for survey control.
 BX1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1553.See file dsdata.txt to determine how the superseded data were derived.
 BX1553
 BX1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR380335(NAD 83)
 BX1553_MARKER: DB = BENCH MARK DISK
 BX1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1553_STAMPING: J 50 1935
 BX1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1553+STABILITY: SURFACE MOTION
 BX1553
 BX1553  HISTORY     - Date     Condition        Report By
 BX1553  HISTORY     - 1935     MONUMENTED       CGS
 BX1553  HISTORY     - 1936     GOOD             CGS
 BX1553
 BX1553                          STATION DESCRIPTION
 BX1553
 BX1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BX1553'2.5 MI NE FROM WINNFIELD.
 BX1553'2.5 MILES NORTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 BX1553'STATION AT WINNFIELD, WINN PARISH, 12 FEET NORTH OF MILEPOST 46, 30
 BX1553'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 7 FEET NORTHEAST OF
 BX1553'A POLE.  A STANDARD DISK, STAMPED J 50 1935 AND SET IN THE TOP OF A
 BX1553'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1558 ***********************************************************************
 BK1558  DESIGNATION -  J 51
 BK1558  PID         -  BK1558
 BK1558  STATE/COUNTY-  LA/CALCASIEU
 BK1558  USGS QUAD   -  DE QUINCY (1994)
 BK1558
 BK1558                         *CURRENT SURVEY CONTROL
 BK1558  ___________________________________________________________________
 BK1558* NAD 83(1986)-  30 25 57.     (N)    093 27 59.     (W)     SCALED    
 BK1558* NAVD 88     -        24.67   (+/-2cm)      80.9    (feet)  VERTCON   
 BK1558  ___________________________________________________________________
 BK1558  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK1558
 BK1558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1558
 BK1558.The horizontal coordinates were scaled from a topographic map and have
 BK1558.an estimated accuracy of +/- 6 seconds.
 BK1558
 BK1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1558.The vertical order pertains to the NGVD 29 superseded value.
 BK1558
 BK1558.The geoid height was determined by GEOID03.
 BK1558
 BK1558;                    North         East    Units  Estimated Accuracy
 BK1558;SPC LA S     -   216,120.      795,110.      MT  (+/- 180 meters Scaled)
 BK1558
 BK1558                          SUPERSEDED SURVEY CONTROL
 BK1558
 BK1558  NGVD 29 (??/??/??)   24.613  (m)           80.75   (f) ADJUSTED    2 0
 BK1558
 BK1558.Superseded values are not recommended for survey control.
 BK1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1558.See file dsdata.txt to determine how the superseded data were derived.
 BK1558
 BK1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP552668(NAD 83)
 BK1558_MARKER: DB = BENCH MARK DISK
 BK1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1558_STAMPING: J 51 1935
 BK1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1558+STABILITY: SURFACE MOTION
 BK1558
 BK1558  HISTORY     - Date     Condition        Report By
 BK1558  HISTORY     - 1935     MONUMENTED       CGS
 BK1558  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1558  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1558
 BK1558                          STATION DESCRIPTION
 BK1558
 BK1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1558'2.5 MI W FROM DE QUINCY.
 BK1558'2.5 MILES SOUTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK1558'STATION AT DE QUINCY, CALCASIEU PARISH, 0.5 MILE SOUTHWEST OF MILEPOST
 BK1558'721, 60 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 7, AND 45
 BK1558'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 BK1558'STAMPED J 51 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK1558
 BK1558                          STATION RECOVERY (1986)
 BK1558
 BK1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1558'NOT RECOVERED.  AREA IN WHICH MARK IS LOCATED IS AT THE EDGE OF A
 BK1558'DRAINAGE DITCH BETWEEN THE HIGHWAY AND RAILROAD.
 BK1558
 BK1558                          STATION RECOVERY (2002)
 BK1558
 BK1558'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1097 ***********************************************************************
 CQ1097  DESIGNATION -  J 57
 CQ1097  PID         -  CQ1097
 CQ1097  STATE/COUNTY-  LA/UNION
 CQ1097  USGS QUAD   -  BERNICE (1985)
 CQ1097
 CQ1097                         *CURRENT SURVEY CONTROL
 CQ1097  ___________________________________________________________________
 CQ1097* NAD 83(1986)-  32 49 16.     (N)    092 39 20.     (W)     SCALED    
 CQ1097* NAVD 88     -        67.128  (meters)     220.24   (feet)  ADJUSTED  
 CQ1097  ___________________________________________________________________
 CQ1097  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1097  DYNAMIC HT  -          67.054 (meters)     219.99  (feet)  COMP
 CQ1097  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CQ1097
 CQ1097  VERT ORDER  -  SECOND    CLASS 0
 CQ1097
 CQ1097.The horizontal coordinates were scaled from a topographic map and have
 CQ1097.an estimated accuracy of +/- 6 seconds.
 CQ1097
 CQ1097.The orthometric height was determined by differential leveling
 CQ1097.and adjusted by the National Geodetic Survey in June 1991..
 CQ1097
 CQ1097.The geoid height was determined by GEOID03.
 CQ1097
 CQ1097.The dynamic height is computed by dividing the NAVD 88
 CQ1097.geopotential number by the normal gravity value computed on the
 CQ1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1097.degrees latitude (g = 980.6199 gals.).
 CQ1097
 CQ1097.The modeled gravity was interpolated from observed gravity values.
 CQ1097
 CQ1097;                    North         East    Units  Estimated Accuracy
 CQ1097;SPC LA N     -   257,380.      985,430.      MT  (+/- 180 meters Scaled)
 CQ1097
 CQ1097                          SUPERSEDED SURVEY CONTROL
 CQ1097
 CQ1097  NGVD 29 (??/??/??)   67.217  (m)          220.53   (f) ADJUSTED    2 0
 CQ1097
 CQ1097.Superseded values are not recommended for survey control.
 CQ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1097.See file dsdata.txt to determine how the superseded data were derived.
 CQ1097
 CQ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322315(NAD 83)
 CQ1097_MARKER: DB = BENCH MARK DISK
 CQ1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1097_STAMPING: J57 1934
 CQ1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1097+STABILITY: SURFACE MOTION
 CQ1097
 CQ1097  HISTORY     - Date     Condition        Report By
 CQ1097  HISTORY     - 1934     MONUMENTED       CGS
 CQ1097  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1097
 CQ1097                          STATION DESCRIPTION
 CQ1097
 CQ1097'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1097'IN BERNICE.
 CQ1097'86 YARDS S.E. OF THE STATION.  61 FEET SOUTH OF CENTER OF STATE
 CQ1097'HIGHWAY NO. 11 THAT CROSSES THE R.R.  58 FEET EAST OF CENTER OF TRACK.
 CQ1097'AND AT A FENCE CORNER.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0219 ***********************************************************************
 CQ0219  DESIGNATION -  J 58
 CQ0219  PID         -  CQ0219
 CQ0219  STATE/COUNTY-  LA/UNION
 CQ0219  USGS QUAD   -  FARMERVILLE (1988)
 CQ0219
 CQ0219                         *CURRENT SURVEY CONTROL
 CQ0219  ___________________________________________________________________
 CQ0219* NAD 83(1986)-  32 47 20.     (N)    092 22 42.     (W)     SCALED    
 CQ0219* NAVD 88     -        48.595  (meters)     159.43   (feet)  ADJUSTED  
 CQ0219  ___________________________________________________________________
 CQ0219  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ0219  DYNAMIC HT  -          48.541 (meters)     159.25  (feet)  COMP
 CQ0219  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CQ0219
 CQ0219  VERT ORDER  -  SECOND    CLASS 0
 CQ0219
 CQ0219.The horizontal coordinates were scaled from a topographic map and have
 CQ0219.an estimated accuracy of +/- 6 seconds.
 CQ0219
 CQ0219.The orthometric height was determined by differential leveling
 CQ0219.and adjusted by the National Geodetic Survey in June 1991..
 CQ0219
 CQ0219.The geoid height was determined by GEOID03.
 CQ0219
 CQ0219.The dynamic height is computed by dividing the NAVD 88
 CQ0219.geopotential number by the normal gravity value computed on the
 CQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0219.degrees latitude (g = 980.6199 gals.).
 CQ0219
 CQ0219.The modeled gravity was interpolated from observed gravity values.
 CQ0219
 CQ0219;                    North         East    Units  Estimated Accuracy
 CQ0219;SPC LA N     -   253,800.    1,011,400.      MT  (+/- 180 meters Scaled)
 CQ0219
 CQ0219                          SUPERSEDED SURVEY CONTROL
 CQ0219
 CQ0219  NGVD 29 (??/??/??)   48.689  (m)          159.74   (f) ADJUSTED    2 0
 CQ0219
 CQ0219.Superseded values are not recommended for survey control.
 CQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0219.See file dsdata.txt to determine how the superseded data were derived.
 CQ0219
 CQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS582280(NAD 83)
 CQ0219_MARKER: DB = BENCH MARK DISK
 CQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0219_STAMPING: J 58 1934
 CQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0219+STABILITY: SURFACE MOTION
 CQ0219
 CQ0219  HISTORY     - Date     Condition        Report By
 CQ0219  HISTORY     - 1934     MONUMENTED       CGS
 CQ0219  HISTORY     - 1983     MARK NOT FOUND   USGS
 CQ0219
 CQ0219                          STATION DESCRIPTION
 CQ0219
 CQ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0219'1.9 MI NE FROM FARMERVILLE.
 CQ0219'1.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0219'STATION AT FARMERVILLE, UNION PARISH, AT AN OLD TIE YARD, AT A ROAD
 CQ0219'CROSSING, AND 31 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 CQ0219'STANDARD DISK, STAMPED J 58 1934 AND SET IN THE TOP OF A CONCRETE
 CQ0219'POST.
 CQ0219
 CQ0219                          STATION RECOVERY (1983)
 CQ0219
 CQ0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CQ0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0134 ***********************************************************************
 BX0134  DESIGNATION -  J 59
 BX0134  PID         -  BX0134
 BX0134  STATE/COUNTY-  LA/GRANT
 BX0134  USGS QUAD   -  MUDVILLE (1985)
 BX0134
 BX0134                         *CURRENT SURVEY CONTROL
 BX0134  ___________________________________________________________________
 BX0134* NAD 83(1986)-  31 39 02.     (N)    092 23 24.     (W)     SCALED    
 BX0134* NAVD 88     -        28.70   (+/-2cm)      94.2    (feet)  VERTCON   
 BX0134  ___________________________________________________________________
 BX0134  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX0134
 BX0134  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0134
 BX0134.The horizontal coordinates were scaled from a topographic map and have
 BX0134.an estimated accuracy of +/- 6 seconds.
 BX0134
 BX0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0134.The vertical order pertains to the NGVD 29 superseded value.
 BX0134
 BX0134.The geoid height was determined by GEOID03.
 BX0134
 BX0134;                    North         East    Units  Estimated Accuracy
 BX0134;SPC LA N     -   127,570.    1,010,430.      MT  (+/- 180 meters Scaled)
 BX0134
 BX0134                          SUPERSEDED SURVEY CONTROL
 BX0134
 BX0134  NGVD 29 (??/??/??)   28.702  (m)           94.17   (f) ADJUSTED    1 2
 BX0134
 BX0134.Superseded values are not recommended for survey control.
 BX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0134.See file dsdata.txt to determine how the superseded data were derived.
 BX0134
 BX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR578018(NAD 83)
 BX0134_MARKER: DB = BENCH MARK DISK
 BX0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0134_SP_SET: BASE
 BX0134_STAMPING: J 59 1935
 BX0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0134
 BX0134  HISTORY     - Date     Condition        Report By
 BX0134  HISTORY     - 1935     MONUMENTED       CGS
 BX0134
 BX0134                          STATION DESCRIPTION
 BX0134
 BX0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0134'6.7 MI SW FROM SELMA.
 BX0134'ABOUT 6.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0134'SELMA, GRANT PARISH, AT A RAILROAD WATER TANK, AND IN THE TOP OF THE
 BX0134'NORTHWEST CORNER OF THE CONCRETE FOOTING. A STANDARD DISK, STAMPED J
 BX0134'59 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0249 ***********************************************************************
 BK0249  DESIGNATION -  J 60
 BK0249  PID         -  BK0249
 BK0249  STATE/COUNTY-  LA/ST LANDRY
 BK0249  USGS QUAD   -  EUNICE NORTH (1983)
 BK0249
 BK0249                         *CURRENT SURVEY CONTROL
 BK0249  ___________________________________________________________________
 BK0249* NAD 83(1986)-  30 30 02.     (N)    092 25 00.     (W)     SCALED    
 BK0249* NAVD 88     -        15.39   (+/-2cm)      50.5    (feet)  VERTCON   
 BK0249  ___________________________________________________________________
 BK0249  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0249
 BK0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0249
 BK0249.The horizontal coordinates were scaled from a topographic map and have
 BK0249.an estimated accuracy of +/- 6 seconds.
 BK0249
 BK0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0249.The vertical order pertains to the NGVD 29 superseded value.
 BK0249
 BK0249.The geoid height was determined by GEOID03.
 BK0249
 BK0249;                    North         East    Units  Estimated Accuracy
 BK0249;SPC LA S     -   222,240.      896,010.      MT  (+/- 180 meters Scaled)
 BK0249
 BK0249                          SUPERSEDED SURVEY CONTROL
 BK0249
 BK0249  NGVD 29 (??/??/??)   15.352  (m)           50.37   (f) ADJUSTED    2 0
 BK0249
 BK0249.Superseded values are not recommended for survey control.
 BK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0249.See file dsdata.txt to determine how the superseded data were derived.
 BK0249
 BK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP559743(NAD 83)
 BK0249_MARKER: DB = BENCH MARK DISK
 BK0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0249_STAMPING: J 60 1935
 BK0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0249+STABILITY: SURFACE MOTION
 BK0249
 BK0249  HISTORY     - Date     Condition        Report By
 BK0249  HISTORY     - 1935     MONUMENTED       CGS
 BK0249  HISTORY     - 1959     MARK NOT FOUND   USGS
 BK0249
 BK0249                          STATION DESCRIPTION
 BK0249
 BK0249'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 BK0249'IN EUNICE.
 BK0249'AT EUNICE, SAINT LANDRY PARISH, 58 YARDS EAST OF THE MISSOURI PACIFIC
 BK0249'RAILROAD STATION, 41 YARDS SOUTHWEST OF A ROAD CROSSING, AND 51 FEET
 BK0249'SOUTH OF THE CENTERLINE OF THE MAIN-LINE TRACK.  A STANDARD DISK,
 BK0249'STAMPED J 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1143 ***********************************************************************
 BX1143  DESIGNATION -  J 67
 BX1143  PID         -  BX1143
 BX1143  STATE/COUNTY-  LA/RAPIDES
 BX1143  USGS QUAD   -  LENA (1992)
 BX1143
 BX1143                         *CURRENT SURVEY CONTROL
 BX1143  ___________________________________________________________________
 BX1143* NAD 83(1986)-  31 24 29.     (N)    092 50 15.     (W)     SCALED    
 BX1143* NAVD 88     -        87.38   (+/-2cm)     286.7    (feet)  VERTCON   
 BX1143  ___________________________________________________________________
 BX1143  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1143
 BX1143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1143
 BX1143.The horizontal coordinates were scaled from a topographic map and have
 BX1143.an estimated accuracy of +/- 6 seconds.
 BX1143
 BX1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1143.The vertical order pertains to the NGVD 29 superseded value.
 BX1143
 BX1143.The geoid height was determined by GEOID03.
 BX1143
 BX1143;                    North         East    Units  Estimated Accuracy
 BX1143;SPC LA N     -   100,730.      967,910.      MT  (+/- 180 meters Scaled)
 BX1143
 BX1143                          SUPERSEDED SURVEY CONTROL
 BX1143
 BX1143  NGVD 29 (??/??/??)   87.393  (m)          286.72   (f) ADJUSTED    2 0
 BX1143
 BX1143.Superseded values are not recommended for survey control.
 BX1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1143.See file dsdata.txt to determine how the superseded data were derived.
 BX1143
 BX1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ154748(NAD 83)
 BX1143_MARKER: DB = BENCH MARK DISK
 BX1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1143_STAMPING: J 67 1935
 BX1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1143+STABILITY: SURFACE MOTION
 BX1143
 BX1143  HISTORY     - Date     Condition        Report By
 BX1143  HISTORY     - 1935     MONUMENTED       CGS
 BX1143  HISTORY     - 1961     GOOD             CGS
 BX1143  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1143
 BX1143                          STATION DESCRIPTION
 BX1143
 BX1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1143'8.6 MI SW FROM ZIMMERMAN.
 BX1143'LOCATED 0.7 MILE WEST ALONG STATE HIGHWAY 1 FROM ZIMMERMAN, THENCE 7.9
 BX1143'MILES SOUTHWEST ALONG STATE HIGHWAY 8, OR 2.1 MILE EAST OF FLATWOODS.
 BX1143'IT IS AT THE SUMMIT OF A HILL, WITH OPEN COUNTRY TO THE SOUTH AND PINE
 BX1143'TREES ON THE NORTH SIDE OF THE HIGHWAY, IN THE NORTHWEST ANGLE OF THE
 BX1143'JUNCTION WITH A SIDE ROAD LEADING NORTH.  IT IS 28 FEET NORTH OF THE
 BX1143'CENTERLINE OF STATE HIGHWAY 8, 17 FEET WEST OF THE CENTER OF THE TRACK
 BX1143'ROAD LEADING NORTH AND 1 FOOT NORTH OF A METAL WITNESS POST. IT IS A
 BX1143'STANDARD DISK, STAMPED J 67 1935, SET IN THE TOP OF A 6-INCH SQUARE
 BX1143'PRECAST CONCRETE POST PROJECTING 8 INCHES AND ABOUT LEVEL WITH THE
 BX1143'ROAD.  NOTE-- THIS MARK WAS FOUND BROKEN OFF ABOUT 1 FOOT BELOW THE
 BX1143'GROUND, THE LOWER PORTION OF THE MARK FOUND TO BE SOLID, THE UPPER AND
 BX1143'LOWER PORTION WERE FITTED TOGETHER AND RE-ENFORCED WITH CONCRETE. THE
 BX1143'ELEVATION SHOULD BE GOOD TO THE NEAREST HUNDRETH OF A FOOT.
 BX1143
 BX1143                          STATION RECOVERY (1999)
 BX1143
 BX1143'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2741 ***********************************************************************
 BJ2741  DESIGNATION -  J 69
 BJ2741  PID         -  BJ2741
 BJ2741  STATE/COUNTY-  LA/ST LANDRY
 BJ2741  USGS QUAD   -  PALMETTO (1994)
 BJ2741
 BJ2741                         *CURRENT SURVEY CONTROL
 BJ2741  ___________________________________________________________________
 BJ2741* NAD 83(1986)-  30 43 46.     (N)    091 58 15.     (W)     SCALED    
 BJ2741* NAVD 88     -        11.22   (+/-2cm)      36.8    (feet)  VERTCON   
 BJ2741  ___________________________________________________________________
 BJ2741  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ2741
 BJ2741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2741
 BJ2741.The horizontal coordinates were scaled from a topographic map and have
 BJ2741.an estimated accuracy of +/- 6 seconds.
 BJ2741
 BJ2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2741.The vertical order pertains to the NGVD 29 superseded value.
 BJ2741
 BJ2741.The geoid height was determined by GEOID03.
 BJ2741
 BJ2741;                    North         East    Units  Estimated Accuracy
 BJ2741;SPC LA S     -   247,300.      938,950.      MT  (+/- 180 meters Scaled)
 BJ2741
 BJ2741                          SUPERSEDED SURVEY CONTROL
 BJ2741
 BJ2741  NGVD 29 (??/??/??)   11.206  (m)           36.77   (f) ADJUSTED    2 0
 BJ2741
 BJ2741.Superseded values are not recommended for survey control.
 BJ2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2741.See file dsdata.txt to determine how the superseded data were derived.
 BJ2741
 BJ2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ985000(NAD 83)
 BJ2741_MARKER: DB = BENCH MARK DISK
 BJ2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2741_STAMPING: J 69 1935
 BJ2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2741+STABILITY: SURFACE MOTION
 BJ2741
 BJ2741  HISTORY     - Date     Condition        Report By
 BJ2741  HISTORY     - 1935     MONUMENTED       CGS
 BJ2741  HISTORY     - 1960     GOOD             CGS
 BJ2741  HISTORY     - 1975     GOOD             LADTD
 BJ2741  HISTORY     - 1977     GOOD             LADTD
 BJ2741
 BJ2741                          STATION DESCRIPTION
 BJ2741
 BJ2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BJ2741'0.3 MI E FROM LEBEAU.
 BJ2741'LOCATED 0.3 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BJ2741'JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 71 AT LEBEAU,  5 POLES
 BJ2741'EAST OF MILEPOST 143, 42 FEET WEST-SOUTHWEST OF THE 5TH POLE EAST OF
 BJ2741'MILEPOST 143, 49 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 35 FEET
 BJ2741'NORTH OF THE CENTERLINE OF STATE HIGHWAY 10, 23 FEET WEST OF THE
 BJ2741'CENTER OF A PRIVATE ROAD CROSSING THE RAILROAD, 56 FEET SOUTHWEST OF
 BJ2741'THE CENTER OF THE CROSSING, 11 FEET WEST OF THE PROJECTED CENTERLINE
 BJ2741'OF A ROAD LEADING SOUTH, 6 FEET EAST-SOUTHEAST OF A FENCE CORNER AND 1
 BJ2741'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED J
 BJ2741'69 1935, SET IN THE TOP OF A REINFORCED 6-INCH SQUARE CONCRETE POST
 BJ2741'PROJECTING 6 INCHES.
 BJ2741
 BJ2741                          STATION RECOVERY (1975)
 BJ2741
 BJ2741'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ2741'FROM THE JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY 10 AT LEBEAU GO
 BJ2741'ABOUT .5 ME SE ALONG STATE HIGHWAY 10, 41 FT NW OF THE JUNCTION OF
 BJ2741'STATE HIGHWAY 10 AND A PARISH BLACKTOP ROAD LEADING SOUTH, 49 FT SOUTH
 BJ2741'OF THE SOUTH RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACK, 22 FT
 BJ2741'WEST OF A DRIVEWAY LEADING NORTH ACROSS THE TRACK,
 BJ2741
 BJ2741                          STATION RECOVERY (1977)
 BJ2741
 BJ2741'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ2741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1791 ***********************************************************************
 BJ1791  DESIGNATION -  J 75
 BJ1791  PID         -  BJ1791
 BJ1791  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1791  USGS QUAD   -  FELPS (1984)
 BJ1791
 BJ1791                         *CURRENT SURVEY CONTROL
 BJ1791  ___________________________________________________________________
 BJ1791* NAD 83(1986)-  30 53 05.     (N)    090 54 02.     (W)     SCALED    
 BJ1791* NAVD 88     -        82.06   (+/-2cm)     269.2    (feet)  VERTCON   
 BJ1791  ___________________________________________________________________
 BJ1791  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1791
 BJ1791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1791
 BJ1791.The horizontal coordinates were scaled from a topographic map and have
 BJ1791.an estimated accuracy of +/- 6 seconds.
 BJ1791
 BJ1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1791.The vertical order pertains to the NGVD 29 superseded value.
 BJ1791
 BJ1791.The geoid height was determined by GEOID03.
 BJ1791
 BJ1791;                    North         East    Units  Estimated Accuracy
 BJ1791;SPC LA S     -   264,420.    1,041,380.      MT  (+/- 180 meters Scaled)
 BJ1791
 BJ1791                          SUPERSEDED SURVEY CONTROL
 BJ1791
 BJ1791  NGVD 29 (??/??/??)   82.048  (m)          269.19   (f) ADJUSTED    2 0
 BJ1791
 BJ1791.Superseded values are not recommended for survey control.
 BJ1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1791.See file dsdata.txt to determine how the superseded data were derived.
 BJ1791
 BJ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ006187(NAD 83)
 BJ1791_MARKER: DB = BENCH MARK DISK
 BJ1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1791_STAMPING: J 75 1935 269.694
 BJ1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1791+STABILITY: SURFACE MOTION
 BJ1791
 BJ1791  HISTORY     - Date     Condition        Report By
 BJ1791  HISTORY     - 1935     MONUMENTED       CGS
 BJ1791  HISTORY     - 1954     GOOD             CGS
 BJ1791
 BJ1791                          STATION DESCRIPTION
 BJ1791
 BJ1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1791'7.7 MI E FROM CLINTON.
 BJ1791'LOCATED 7.7 MILES EAST ALONG STATE HIGHWAY 35 FROM THE WAITING STATION
 BJ1791'OF THE ILLINOIS RAILROAD IN CLINTON, IN THE SOUTHEAST ANGLE OF A
 BJ1791'DIAGONAL CROSSROADS.  IT IS 81 FEET SOUTHEAST OF THE CENTER OF THE
 BJ1791'CROSSROADS, 45 FEET EAST OF AN OLD ROAD SOUTH AND 33 FEET SOUTH OF THE
 BJ1791'CENTERLINE OF STATE HIGHWAY 35.  IT IS A STANDARD DISK SET IN THE TOP
 BJ1791'OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1881 ***********************************************************************
 BJ1881  DESIGNATION -  J 76
 BJ1881  PID         -  BJ1881
 BJ1881  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1881  USGS QUAD   -  JACKSON (1994)
 BJ1881
 BJ1881                         *CURRENT SURVEY CONTROL
 BJ1881  ___________________________________________________________________
 BJ1881* NAD 83(1986)-  30 45 41.     (N)    091 08 04.     (W)     SCALED    
 BJ1881* NAVD 88     -        44.897  (meters)     147.30   (feet)  ADJUSTED  
 BJ1881  ___________________________________________________________________
 BJ1881  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1881  DYNAMIC HT  -          44.838 (meters)     147.11  (feet)  COMP
 BJ1881  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ1881
 BJ1881  VERT ORDER  -  FIRST     CLASS II
 BJ1881
 BJ1881.The horizontal coordinates were scaled from a topographic map and have
 BJ1881.an estimated accuracy of +/- 6 seconds.
 BJ1881
 BJ1881.The orthometric height was determined by differential leveling
 BJ1881.and adjusted by the National Geodetic Survey in February 1994..
 BJ1881
 BJ1881.The geoid height was determined by GEOID03.
 BJ1881
 BJ1881.The dynamic height is computed by dividing the NAVD 88
 BJ1881.geopotential number by the normal gravity value computed on the
 BJ1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1881.degrees latitude (g = 980.6199 gals.).
 BJ1881
 BJ1881.The modeled gravity was interpolated from observed gravity values.
 BJ1881
 BJ1881;                    North         East    Units  Estimated Accuracy
 BJ1881;SPC LA S     -   250,690.    1,019,040.      MT  (+/- 180 meters Scaled)
 BJ1881
 BJ1881                          SUPERSEDED SURVEY CONTROL
 BJ1881
 BJ1881  NGVD 29 (??/??/??)   44.875  (m)          147.23   (f) ADJUSTED    1 2
 BJ1881
 BJ1881.Superseded values are not recommended for survey control.
 BJ1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1881.See file dsdata.txt to determine how the superseded data were derived.
 BJ1881
 BJ1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ785046(NAD 83)
 BJ1881_MARKER: DB = BENCH MARK DISK
 BJ1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1881_STAMPING: J 76 1935 147.966
 BJ1881_MARK LOGO: CGS   
 BJ1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1881+STABILITY: SURFACE MOTION
 BJ1881
 BJ1881  HISTORY     - Date     Condition        Report By
 BJ1881  HISTORY     - 1935     MONUMENTED       CGS
 BJ1881  HISTORY     - 1965     GOOD             CGS
 BJ1881  HISTORY     - 1984     GOOD             LADTD
 BJ1881
 BJ1881                          STATION DESCRIPTION
 BJ1881
 BJ1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1881'2.1 MI S FROM ETHEL.
 BJ1881'ABOUT 2.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1881'POST OFFICE AT ETHEL, 49 FEET EAST OF THE EAST RAIL OF THE TRACK, 38
 BJ1881'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 19, 100 FEET EAST AND
 BJ1881'ACROSS THE TRACK FROM A TRANSFORMER ON A POWER POLE, 13 FEET SOUTH OF
 BJ1881'THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.0 FOOT SOUTH OF A METAL
 BJ1881'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 BJ1881'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BJ1881
 BJ1881                          STATION RECOVERY (1984)
 BJ1881
 BJ1881'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4711 ***********************************************************************
 BJ4711  DESIGNATION -  J 76
 BJ4711  PID         -  BJ4711
 BJ4711  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4711  USGS QUAD   -  JACKSON (1994)
 BJ4711
 BJ4711                         *CURRENT SURVEY CONTROL
 BJ4711  ___________________________________________________________________
 BJ4711* NAD 83(1992)-  30 45 41.41474(N)    091 08 04.61533(W)     ADJUSTED  
 BJ4711* NAVD 88     -        45.13   (+/-2cm)     148.1    (feet)  VERTCON   
 BJ4711  ___________________________________________________________________
 BJ4711  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BJ4711  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4711
 BJ4711  HORZ ORDER  -  THIRD
 BJ4711  VERT ORDER  -  THIRD ? (See Below)
 BJ4711
 BJ4711.The horizontal coordinates were established by classical geodetic methods
 BJ4711.and adjusted by the National Geodetic Survey in January 1993..
 BJ4711
 BJ4711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4711.The vertical order pertains to the NGVD 29 superseded value.
 BJ4711
 BJ4711.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4711
 BJ4711.The geoid height was determined by GEOID03.
 BJ4711
 BJ4711;                    North         East     Units Scale Factor Converg.
 BJ4711;SPC LA S     -   250,698.611 1,019,025.731   MT  1.00001366   +0 05 57.7
 BJ4711;SPC LA S     -   822,500.36  3,343,253.59   sFT  1.00001366   +0 05 57.7
 BJ4711;UTM  15      - 3,404,657.905   678,537.734   MT  0.99999322   +0 57 15.6
 BJ4711
 BJ4711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4711!SPC LA S     -   0.99999720  x   1.00001366  =   1.00001086
 BJ4711!UTM  15      -   0.99999720  x   0.99999322  =   0.99999042
 BJ4711
 BJ4711:                Primary Azimuth Mark                     Grid Az
 BJ4711:SPC LA S     -  196 STA                                  009 53 30.6
 BJ4711:UTM  15      -  196 STA                                  009 02 12.7
 BJ4711
 BJ4711|---------------------------------------------------------------------|
 BJ4711| PID    Reference Object                     Distance      Geod. Az  |
 BJ4711|                                                           dddmmss.s |
 BJ4711| BJ4708 196 STA                             APPROX. 1.6 KM 0095928.3 |
 BJ4711|---------------------------------------------------------------------|
 BJ4711
 BJ4711                          SUPERSEDED SURVEY CONTROL
 BJ4711
 BJ4711  NAD 83(1986)-  30 45 41.43024(N)    091 08 04.61109(W) AD(       ) 3
 BJ4711  NAD 27      -  30 45 40.77666(N)    091 08 04.23306(W) AD(       ) 3
 BJ4711  NGVD 29 (07/19/86)   45.10   (m)          148.0    (f) LEVELING    3  
 BJ4711
 BJ4711.Superseded values are not recommended for survey control.
 BJ4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4711.See file dsdata.txt to determine how the superseded data were derived.
 BJ4711
 BJ4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7853804658(NAD 83)
 BJ4711_MARKER: DB = BENCH MARK DISK
 BJ4711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4711_STAMPING: J 76 1935
 BJ4711_MARK LOGO: CGS   
 BJ4711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4711+STABILITY: SURFACE MOTION
 BJ4711
 BJ4711  HISTORY     - Date     Condition        Report By
 BJ4711  HISTORY     - 1935     MONUMENTED       NGS
 BJ4711
 BJ4711                          STATION DESCRIPTION
 BJ4711
 BJ4711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BJ4711'SLAUGHTER, 3.3 MI N. OF.  ALONG I.C. RR. 40 FT W. OF CENTER OF STATE
 BJ4711'HWY. 19.  13 FT S. OF CENTER OF DRIVE TO ABANDONED HOUSE.  50 FT E. OF
 BJ4711'CENTER OF I. C. RR.  IN CONCRETE POST.  USC AND GS DISK STAMPED---J
 BJ4711'76 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1283 ***********************************************************************
 BJ1283  DESIGNATION -  J 80
 BJ1283  PID         -  BJ1283
 BJ1283  STATE/COUNTY-  LA/WASHINGTON
 BJ1283  USGS QUAD   -  ENON (1983)
 BJ1283
 BJ1283                         *CURRENT SURVEY CONTROL
 BJ1283  ___________________________________________________________________
 BJ1283* NAD 83(1986)-  30 43 48.     (N)    090 03 20.     (W)     SCALED    
 BJ1283* NAVD 88     -        36.80   (+/-2cm)     120.7    (feet)  VERTCON   
 BJ1283  ___________________________________________________________________
 BJ1283  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BJ1283
 BJ1283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1283
 BJ1283.The horizontal coordinates were scaled from a topographic map and have
 BJ1283.an estimated accuracy of +/- 6 seconds.
 BJ1283
 BJ1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1283.The vertical order pertains to the NGVD 29 superseded value.
 BJ1283
 BJ1283.The geoid height was determined by GEOID03.
 BJ1283
 BJ1283;                    North         East    Units  Estimated Accuracy
 BJ1283;SPC LA S     -   247,870.    1,122,370.      MT  (+/- 180 meters Scaled)
 BJ1283
 BJ1283                          SUPERSEDED SURVEY CONTROL
 BJ1283
 BJ1283  NGVD 29 (??/??/??)   36.885  (m)          121.01   (f) ADJUSTED    2 0
 BJ1283
 BJ1283.Superseded values are not recommended for survey control.
 BJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1283.See file dsdata.txt to determine how the superseded data were derived.
 BJ1283
 BJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ819033(NAD 83)
 BJ1283_MARKER: DB = BENCH MARK DISK
 BJ1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1283_STAMPING: J 80 1935 121
 BJ1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1283+STABILITY: SURFACE MOTION
 BJ1283
 BJ1283  HISTORY     - Date     Condition        Report By
 BJ1283  HISTORY     - 1935     MONUMENTED       CGS
 BJ1283  HISTORY     - 1955     GOOD             CGS
 BJ1283  HISTORY     - 1977     GOOD             LADTD
 BJ1283  HISTORY     - 20060414 MARK NOT FOUND   NGS
 BJ1283
 BJ1283                          STATION DESCRIPTION
 BJ1283
 BJ1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1283'10 MI SE FROM FRANKLINTON.
 BJ1283'LOCATED 10 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BJ1283'FROM THE STATION AT FRANKLINTON, 10 POLES NORTHWEST OF MILEPOST 75,
 BJ1283'125 YARDS SOUTHEAST OF BRIDGE NO. 75.12, AT A DIM ROAD CROSSING, IN
 BJ1283'LINE WITH A ROW OF POLES, 16 FEET NORTHEAST OF THE NORTHEAST RAIL, 48
 BJ1283'FEET NORTHWEST OF A POLE WHICH PROJECTS ABOUT 8 FEET ABOVE THE CROSS
 BJ1283'ARMS AND 31 FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD CROSSING.
 BJ1283'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 BJ1283'INCHES AND ABOUT LEVEL WITH THE TRACK.
 BJ1283
 BJ1283                          STATION RECOVERY (1977)
 BJ1283
 BJ1283'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1283'1.3 MILES NORTH ALONG LA. 60 FROM THE JUNCTION OF LA. 60 AND LA. 16,
 BJ1283'10.3 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BJ1283'STATION IN FRANKLINTON, 105 FEET NORTHWEST OF THE ROSE SIDING SIGN, AT
 BJ1283'A DIRT ROAD CROSSING, 30 FEET NORTHWEST OF THE CENTERLINE OF A ROAD,
 BJ1283'AND 20 FEET NORTHEAST OF THE NORTHEAST RAIL, 10.8 MILES WEST OF RIO
 BJ1283'ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BJ1283
 BJ1283                          STATION RECOVERY (2006)
 BJ1283
 BJ1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ1283'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0707 ***********************************************************************
 BJ0707  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0707  DESIGNATION -  J 95
 BJ0707  PID         -  BJ0707
 BJ0707  STATE/COUNTY-  LA/ST CHARLES
 BJ0707  USGS QUAD   -  LAPLACE (1992)
 BJ0707
 BJ0707                         *CURRENT SURVEY CONTROL
 BJ0707  ___________________________________________________________________
 BJ0707* NAD 83(1992)-  30 00 13.37448(N)    090 27 11.59854(W)     ADJUSTED  
 BJ0707* NAVD 88     -         8.52 **(meters)      28.0  **(feet)  GPS OBS(2004.65)
 BJ0707  **This station is located in a subsidence area (see below).
 BJ0707  ___________________________________________________________________
 BJ0707  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ0707  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BJ0707  DYNAMIC HT  -           8.51  (meters)      27.9   (feet)  COMP
 BJ0707  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 BJ0707
 BJ0707  HORZ ORDER  -  B
 BJ0707  VERT ORDER  -  THIRD (See Below)
 BJ0707
 BJ0707.The horizontal coordinates were established by GPS observations
 BJ0707.and adjusted by the National Geodetic Survey in December 2004..
 BJ0707
 BJ0707 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0707 ** and geoid heights are valid at the date of observation. These heights
 BJ0707 ** must always be validated when used as control.
 BJ0707 ** The orthometric height was determined by GPS observations using
 BJ0707 ** precise GPS observation and processing techniques and a new
 BJ0707 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0707 ** determined for this station.
 BJ0707 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0707 ** epoch indicated which incorporates improved geoid heights for the
 BJ0707 ** Southern Louisiana Subsidence area.
 BJ0707 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0707.The orthometric height was determined by GPS observations and a
 BJ0707.high-resolution geoid model using precise GPS observation and
 BJ0707.processing techniques. It supersedes the leveled height previously
 BJ0707.determined for this station.
 BJ0707.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0707.derived orthometric height which differed from the leveled height by
 BJ0707.more than one decimeter (0.1 meter).
 BJ0707.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0707
 BJ0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0707
 BJ0707.The geoid height was determined by GEOID03.
 BJ0707
 BJ0707.The dynamic height is computed by dividing the NAVD 88
 BJ0707.geopotential number by the normal gravity value computed on the
 BJ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0707.degrees latitude (g = 980.6199 gals.).
 BJ0707
 BJ0707.The modeled gravity was interpolated from observed gravity values.
 BJ0707
 BJ0707;                    North         East     Units Scale Factor Converg.
 BJ0707;SPC LA S     -   167,004.290 1,084,908.383   MT  0.99992575   +0 26 24.2
 BJ0707;SPC LA S     -   547,913.24  3,559,403.59   sFT  0.99992575   +0 26 24.2
 BJ0707;UTM  15      - 3,321,928.366   745,662.447   MT  1.00034464   +1 16 27.0
 BJ0707
 BJ0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0707!SPC LA S     -   1.00000278  x   0.99992575  =   0.99992853
 BJ0707!UTM  15      -   1.00000278  x   1.00034464  =   1.00034742
 BJ0707
 BJ0707                          SUPERSEDED SURVEY CONTROL
 BJ0707
 BJ0707  NAD 83(1992)-  30 00 13.37494(N)    090 27 11.59448(W) AD(       ) 2
 BJ0707  NAD 83(1986)-  30 00 13.39190(N)    090 27 11.59508(W) AD(       ) 2
 BJ0707  NAD 27      -  30 00 12.65899(N)    090 27 11.29472(W) AD(       ) 2
 BJ0707  NAVD 88 (02/14/94)    8.660  (m)           28.41   (f) READJUSTED  3  
 BJ0707  NGVD 29 (??/??/??)    8.739  (m)           28.67   (f) ADJUSTED    1 1
 BJ0707
 BJ0707.Superseded values are not recommended for survey control.
 BJ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0707.See file dsdata.txt to determine how the superseded data were derived.
 BJ0707
 BJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4566221928(NAD 83)
 BJ0707_MARKER: DB = BENCH MARK DISK
 BJ0707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0707_SP_SET: BRIDGE ABUTMENT
 BJ0707_STAMPING: J 95 1938 5182+10.17 PLMS 520 1976
 BJ0707_MARK LOGO: CGS   
 BJ0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0707+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 BJ0707
 BJ0707  HISTORY     - Date     Condition        Report By
 BJ0707  HISTORY     - 1972     MONUMENTED       NGS
 BJ0707  HISTORY     - 1963     GOOD             CGS
 BJ0707  HISTORY     - 1972     GOOD             NGS
 BJ0707  HISTORY     - 1977     GOOD             NGS
 BJ0707  HISTORY     - 1986     GOOD             NGS
 BJ0707  HISTORY     - 20050427 GOOD             USACE
 BJ0707
 BJ0707                          STATION DESCRIPTION
 BJ0707
 BJ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RT)
 BJ0707'THE STATION IS LOCATED 4 MILES SOUTHEAST OF LAPLACE, 12 MILES
 BJ0707'SOUTHWEST OF KENNER AND 7 MILES NORTHWEST OF LULING, IN THE
 BJ0707'SOUTHWEST 1/4 OF SECTION 12, T12S, R7E, AND ON THE PROPERTY OWNED
 BJ0707'BY ST. CHARLES PARISH LEVEE BOARD.
 BJ0707'
 BJ0707'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 61 AND U. S.
 BJ0707'HIGHWAY 51 IN LAPLACE, DRIVE SOUTHEAST ALONG U. S. HIGHWAY 61 FOR
 BJ0707'3.5 MILES TO STATE HIGHWAY 628 ON THE RIGHT AND LEADING SOUTH, TURN
 BJ0707'RIGHT ON STATE HIGHWAY 628 AND GO SOUTH FOR 2.5 MILES TO THE WEST
 BJ0707'END OF THE BONNET CARRE SPILLWAY LOCKS AND THE STATION WHICH IS
 BJ0707'SET ON THE LEFT AND EAST, OF THE HIGHWAY.  THE STATION IS SET ON
 BJ0707'TOP OF THE SPILLWAY LEVEE IN A METER BOX.
 BJ0707'
 BJ0707'REFERENCE MARK 2 IS A STANDARD U. S. COAST AND GEODETIC BENCH MARK
 BJ0707'DISK SET IN A DRILL HOLE IN A CONCRETE RETAINING WALL ON THE
 BJ0707'SPILLWAY LOCKS FLUSH WITH THE CONCRETE.  IT IS STAMPED J95 1938.
 BJ0707'IT IS 10 FEET NORTH OF THE SOUTH RAIL ON THE SPILLWAY CRANE
 BJ0707'RAILWAY, 6.5 FEET SOUTH-SOUTHWEST OF THE NORTH RAIL, 2 FEET
 BJ0707'NORTH-NORTHEAST OF A METAL GATE, 1.5 FEET EAST OF A CHAIN LINK
 BJ0707'FENCE, AND 1.5 FEET SOUTH OF THE NORTH END OF A CONCRETE
 BJ0707'RETAINING WALL.
 BJ0707
 BJ0707                          STATION RECOVERY (1963)
 BJ0707
 BJ0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ0707'2.7 MI W FROM NORCO.
 BJ0707'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 48 FROM THE JUNCTION OF GOOD
 BJ0707'HOPE STREET AT NORCO, AT THE BONNET CARRE SPILLWAY, IN THE CENTER OF
 BJ0707'THE TOP OF THE WEST CONCRETE ABUTMENT, IN THE CENTER BETWEEN THE
 BJ0707'TRACKS AND 1 FOOT EAST OF THE WEST END.
 BJ0707
 BJ0707                          STATION RECOVERY (1972)
 BJ0707
 BJ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BJ0707'RECOVERED IN GOOD CONDITION.
 BJ0707
 BJ0707                          STATION RECOVERY (1977)
 BJ0707
 BJ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0707'RECOVERED IN GOOD CONDITION.
 BJ0707
 BJ0707                          STATION RECOVERY (1986)
 BJ0707
 BJ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0707'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING IS BARELY LEGIBLE AND
 BJ0707'THE U.S. ENGINEERS HAVE ADDED THE FOLLOWING TO THE
 BJ0707'STAMPING--5182+10.17 PLMS 520 1976.
 BJ0707
 BJ0707                          STATION RECOVERY (2005)
 BJ0707
 BJ0707'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (SPG)
 BJ0707'STAMPING IS PLMS-530, NOT 520. THE 5182+10.17 WAS REMOVED AND THE 'J'
 BJ0707'WAS STAMPED OVER AS A 'H'. THAT ERROR HAS BEEN CORRECTED. IT IS NOW
 BJ0707'STAMPED AS 'J 95'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1283 ***********************************************************************
 BX1283  DESIGNATION -  J 97
 BX1283  PID         -  BX1283
 BX1283  STATE/COUNTY-  LA/NATCHITOCHES
 BX1283  USGS QUAD   -  FLORA (1992)
 BX1283
 BX1283                         *CURRENT SURVEY CONTROL
 BX1283  ___________________________________________________________________
 BX1283* NAD 83(1986)-  31 34 41.     (N)    093 00 05.     (W)     SCALED    
 BX1283* NAVD 88     -        29.60   (+/-2cm)      97.1    (feet)  VERTCON   
 BX1283  ___________________________________________________________________
 BX1283  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX1283
 BX1283  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1283
 BX1283.The horizontal coordinates were scaled from a topographic map and have
 BX1283.an estimated accuracy of +/- 6 seconds.
 BX1283
 BX1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1283.The vertical order pertains to the NGVD 29 superseded value.
 BX1283
 BX1283.The geoid height was determined by GEOID03.
 BX1283
 BX1283;                    North         East    Units  Estimated Accuracy
 BX1283;SPC LA N     -   119,640.      952,410.      MT  (+/- 180 meters Scaled)
 BX1283
 BX1283                          SUPERSEDED SURVEY CONTROL
 BX1283
 BX1283  NGVD 29 (??/??/??)   29.639  (m)           97.24   (f) ADJUSTED    1 2
 BX1283
 BX1283.Superseded values are not recommended for survey control.
 BX1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1283.See file dsdata.txt to determine how the superseded data were derived.
 BX1283
 BX1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ998936(NAD 83)
 BX1283_MARKER: DB = BENCH MARK DISK
 BX1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1283_STAMPING: J-97 1938
 BX1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1283+STABILITY: SURFACE MOTION
 BX1283
 BX1283  HISTORY     - Date     Condition        Report By
 BX1283  HISTORY     - 1938     MONUMENTED       CGS
 BX1283
 BX1283                          STATION DESCRIPTION
 BX1283
 BX1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1283'0.7 MI W FROM MONTROSE.
 BX1283'8 FEET EAST OF MILE POST 233, 45 FEET NORTH OF THE CENTER LINE OF
 BX1283'THE T. AND P. R. R. MAIN LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0751 ***********************************************************************
 BX0751  DESIGNATION -  J 98
 BX0751  PID         -  BX0751
 BX0751  STATE/COUNTY-  LA/RAPIDES
 BX0751  USGS QUAD   -  LATANIER (1993)
 BX0751
 BX0751                         *CURRENT SURVEY CONTROL
 BX0751  ___________________________________________________________________
 BX0751* NAD 83(1986)-  31 13 11.     (N)    092 22 15.     (W)     SCALED    
 BX0751* NAVD 88     -        21.523  (meters)      70.61   (feet)  ADJUSTED  
 BX0751  ___________________________________________________________________
 BX0751  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX0751  DYNAMIC HT  -          21.496 (meters)      70.52  (feet)  COMP
 BX0751  MODELED GRAV-     979,399.1   (mgal)                       NAVD 88
 BX0751
 BX0751  VERT ORDER  -  FIRST     CLASS I
 BX0751
 BX0751.The horizontal coordinates were scaled from a topographic map and have
 BX0751.an estimated accuracy of +/- 6 seconds.
 BX0751
 BX0751.The orthometric height was determined by differential leveling
 BX0751.and adjusted by the National Geodetic Survey in February 1994..
 BX0751
 BX0751.The geoid height was determined by GEOID03.
 BX0751
 BX0751.The dynamic height is computed by dividing the NAVD 88
 BX0751.geopotential number by the normal gravity value computed on the
 BX0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0751.degrees latitude (g = 980.6199 gals.).
 BX0751
 BX0751.The modeled gravity was interpolated from observed gravity values.
 BX0751
 BX0751;                    North         East    Units  Estimated Accuracy
 BX0751;SPC LA N     -    79,810.    1,012,310.      MT  (+/- 180 meters Scaled)
 BX0751
 BX0751                          SUPERSEDED SURVEY CONTROL
 BX0751
 BX0751  NAVD 88 (06/15/91)   21.524  (m)           70.62   (f) UNKNOWN     1 1
 BX0751  NGVD 29 (??/??/??)   21.505  (m)           70.55   (f) ADJUSTED    1 1
 BX0751
 BX0751.Superseded values are not recommended for survey control.
 BX0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0751.See file dsdata.txt to determine how the superseded data were derived.
 BX0751
 BX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ599541(NAD 83)
 BX0751_MARKER: DB = BENCH MARK DISK
 BX0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0751_STAMPING: J 98 1938
 BX0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0751+STABILITY: SURFACE MOTION
 BX0751
 BX0751  HISTORY     - Date     Condition        Report By
 BX0751  HISTORY     - 1938     MONUMENTED       CGS
 BX0751  HISTORY     - 1966     GOOD             CGS
 BX0751  HISTORY     - 1977     GOOD             NGS
 BX0751
 BX0751                          STATION DESCRIPTION
 BX0751
 BX0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0751'1.6 MI NW FROM LATANIER.
 BX0751'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 BX0751'OF STATE ROAD 457 AT LATANIER TO THE RESIDENCE OF J.W. SLOCUM, JR.
 BX0751'THENCE 0.1 MILE NORTHEAST ALONG A FENCE LINE TO THE FOOT OF A LEVEE,
 BX0751'IN SECTION 53, T 3 N, R 1 E, 137 FEET SOUTHWEST OF THE CENTER LINE OF
 BX0751'THE TOP OF THE LEVEE AND THE CENTER OF A METAL GATE, 12 FEET SOUTHEAST
 BX0751'OF A FENCE CORNER POST BEARING A WITNESS SHIELD, 1 1/2 FEET NORTHEAST
 BX0751'OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX0751'INCHES.
 BX0751
 BX0751                          STATION RECOVERY (1977)
 BX0751
 BX0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1598 ***********************************************************************
 CQ1598  DESIGNATION -  J 99
 CQ1598  PID         -  CQ1598
 CQ1598  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1598  USGS QUAD   -  CHESTNUT (1986)
 CQ1598
 CQ1598                         *CURRENT SURVEY CONTROL
 CQ1598  ___________________________________________________________________
 CQ1598* NAD 83(1986)-  32 03 42.     (N)    093 01 32.     (W)     SCALED    
 CQ1598* NAVD 88     -        70.35   (+/-2cm)     230.8    (feet)  VERTCON   
 CQ1598  ___________________________________________________________________
 CQ1598  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1598
 CQ1598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1598
 CQ1598.The horizontal coordinates were scaled from a topographic map and have
 CQ1598.an estimated accuracy of +/- 6 seconds.
 CQ1598
 CQ1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1598.The vertical order pertains to the NGVD 29 superseded value.
 CQ1598
 CQ1598.The geoid height was determined by GEOID03.
 CQ1598
 CQ1598;                    North         East    Units  Estimated Accuracy
 CQ1598;SPC LA N     -   173,270.      950,380.      MT  (+/- 180 meters Scaled)
 CQ1598
 CQ1598                          SUPERSEDED SURVEY CONTROL
 CQ1598
 CQ1598  NGVD 29 (??/??/??)   70.399  (m)          230.97   (f) ADJUSTED    2 0
 CQ1598
 CQ1598.Superseded values are not recommended for survey control.
 CQ1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1598.See file dsdata.txt to determine how the superseded data were derived.
 CQ1598
 CQ1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR975472(NAD 83)
 CQ1598_MARKER: DB = BENCH MARK DISK
 CQ1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1598_STAMPING: J-99 1938
 CQ1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1598+STABILITY: SURFACE MOTION
 CQ1598
 CQ1598  HISTORY     - Date     Condition        Report By
 CQ1598  HISTORY     - 1938     MONUMENTED       CGS
 CQ1598  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1598  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1598
 CQ1598                          STATION DESCRIPTION
 CQ1598
 CQ1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1598'0.90 MI NW FROM CHESTNUT.
 CQ1598'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 9 FROM THE LOUISIANA AND
 CQ1598'ARKANSAS RAILWAY STATION AT CHESTNUT, NATCHITOCHES PARISH, ON THE TOP
 CQ1598'OF A HILL, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 6 FEET
 CQ1598'NORTH OF A 24-INCH OAK TREE.  A STANDARD DISK, STAMPED J 99 1938 AND
 CQ1598'SET IN THE TOP OF A CONCRETE POST.
 CQ1598
 CQ1598                          STATION RECOVERY (1957)
 CQ1598
 CQ1598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1598'MARK NOT FOUND.
 CQ1598
 CQ1598                          STATION RECOVERY (1982)
 CQ1598
 CQ1598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1354 ***********************************************************************
 AT1354  DESIGNATION -  JACK
 AT1354  PID         -  AT1354
 AT1354  STATE/COUNTY-  LA/PLAQUEMINES
 AT1354  USGS QUAD   -  BELLE CHASSE (1994)
 AT1354
 AT1354                         *CURRENT SURVEY CONTROL
 AT1354  ___________________________________________________________________
 AT1354* NAD 83(1992)-  29 51 49.59777(N)    089 54 33.42622(W)     ADJUSTED  
 AT1354* NAVD 88     -         5.3  **(meters)      17.   **(feet)  VERTCON   
 AT1354  **This station is located in a subsidence area (see below).
 AT1354  ___________________________________________________________________
 AT1354  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AT1354  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AT1354
 AT1354  HORZ ORDER  -  SECOND
 AT1354
 AT1354.The horizontal coordinates were established by classical geodetic methods
 AT1354.and adjusted by the National Geodetic Survey in January 1993..
 AT1354
 AT1354 ** The orthometric height has not been validated since last determined
 AT1354 ** by differential leveling and should not be used for control purposes.
 AT1354 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1354 ** area with valid NAVD 88 orthometric heights.
 AT1354 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1354 ** epoch indicated which incorporates improved geoid heights for the
 AT1354 ** Southern Louisiana Subsidence area.
 AT1354 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1354
 AT1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1354
 AT1354.The geoid height was determined by GEOID03.
 AT1354
 AT1354;                    North         East     Units Scale Factor Converg.
 AT1354;SPC LA S     -   152,021.908 1,137,575.024   MT  0.99992859   +0 42 43.4
 AT1354;SPC LA S     -   498,758.54  3,732,194.06   sFT  0.99992859   +0 42 43.4
 AT1354;UTM  16      - 3,307,245.679   218,962.438   MT  1.00057460   -1 26 58.6
 AT1354
 AT1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1354!SPC LA S     -   1.00000321  x   0.99992859  =   0.99993180
 AT1354!UTM  16      -   1.00000321  x   1.00057460  =   1.00057781
 AT1354
 AT1354:                Primary Azimuth Mark                     Grid Az
 AT1354:SPC LA S     -  VIOLET WATER TANK                        017 26 00.0
 AT1354:UTM  16      -  VIOLET WATER TANK                        019 35 42.0
 AT1354
 AT1354|---------------------------------------------------------------------|
 AT1354| PID    Reference Object                     Distance      Geod. Az  |
 AT1354|                                                           dddmmss.s |
 AT1354| AT1378 VIOLET WATER TANK                   APPROX. 4.4 KM 0180843.4 |
 AT1354| AT1353 JACK RM 1                            10.739 METERS 06021     |
 AT1354| DD7261 JACK AZ MK                                         0841336.3 |
 AT1354| AT0538 JACK AZ MK RESET                    APPROX. 0.7 KM 0841335.5 |
 AT1354| DD7262 JACK RM 2                            16.048 METERS 21653     |
 AT1354|---------------------------------------------------------------------|
 AT1354
 AT1354                          SUPERSEDED SURVEY CONTROL
 AT1354
 AT1354  NAD 83(1986)-  29 51 49.61061(N)    089 54 33.42631(W) AD(       ) 2
 AT1354  NAD 27      -  29 51 48.86599(N)    089 54 33.18611(W) AD(       ) 2
 AT1354  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 AT1354
 AT1354.Superseded values are not recommended for survey control.
 AT1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1354.See file dsdata.txt to determine how the superseded data were derived.
 AT1354
 AT1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1896207246(NAD 83)
 AT1354_MARKER: DD = SURVEY DISK
 AT1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1354_STAMPING: JACK 1972
 AT1354_MARK LOGO: LADH  
 AT1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1354+STABILITY: SURFACE MOTION
 AT1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1354+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1978
 AT1354
 AT1354  HISTORY     - Date     Condition        Report By
 AT1354  HISTORY     - 1972     MONUMENTED       LADH
 AT1354  HISTORY     - 19780101 GOOD             NGS
 AT1354
 AT1354                          STATION DESCRIPTION
 AT1354
 AT1354'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AT1354'THE STATION IS LOCATED 11 MILES SOUTHEAST OF DOWNTOWN NEW ORLEANS, 4
 AT1354'MILES EAST OF BELLE CHASSE, AND 1 MILE WEST OF POYDRAS, IN THE
 AT1354'NORTHEAST QUARTER OF SECTION 6, T14S, R13E, AND ON THE PROPERTY
 AT1354'MAINTAINED BY U. S. ENGINEERS.
 AT1354'
 AT1354'TO REACH THE STATION FROM THE SMALL TOWN OF POYDRAS, AT THE JUNCTION
 AT1354'OF STATE HIGHWAYS 46 AND 39, GO SOUTH AND WESTERLY FOLLOWING STATE
 AT1354'HIGHWAY 39 FOR 1.2 MILES TO A SHELL ROAD ON THE RIGHT AND NORTHWEST
 AT1354'OF THE HIGHWAY.  TURN RIGHT ON SHELL ROAD AND GO TO THE TOP OF THE
 AT1354'LEVEE.  TURN LEFT ON THE LEVEE AND GO APPROXIMATELY 238 FEET TO
 AT1354'THE STATION, WHICH IS SET IN THE LEVEE IN A WATER METER BOX WITH
 AT1354'COVER.
 AT1354'
 AT1354'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 AT1354'HIGHWAY 39 FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF
 AT1354'THE HIGHWAY NEAR A RAILROAD CROSSING.
 AT1354'
 AT1354'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1354'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AT1354'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AT1354'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AT1354'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AT1354'STAMPED JACK 1972.  THE MARK IS 238 FEET SOUTH OF THE CENTER OF A
 AT1354'SHELL ROAD CROSSING LEVEE, 230 FEET WEST OF THE CENTER OF STATE
 AT1354'HIGHWAY 39, 51 FEET NORTHEAST OF A POWER POLE, 20 FEET NORTHWEST
 AT1354'OF THE NORTHWEST CORNER OF A CONCRETE SLAB, AND 2.5 FEET EAST OF
 AT1354'A METAL WITNESS POST AND SIGN.
 AT1354'
 AT1354'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1354'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AT1354'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1354'STAMPED JACK R.M. 1 1972.  IT IS 228 FEET WEST OF THE CENTER OF
 AT1354'STATE HIGHWAY 39, 202 FEET SOUTH OF THE CENTER OF A SHELL ROAD, 83
 AT1354'FEET NORTHEAST OF A POWER POLE, AND 47 FEET NORTHWEST OF THE
 AT1354'NORTHWEST CORNER OF A CONCRETE SLAB.
 AT1354'
 AT1354'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1354'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AT1354'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1354'STAMPED JACK R.M. 2 1972.  IT IS 288 FEET SOUTH OF THE CENTER OF A
 AT1354'SHELL ROAD, 210 FEET WEST OF THE CENTER OF STATE HIGHWAY 39, 49
 AT1354'FEET EAST OF A POWER POLE, AND 36 FEET SOUTH OF THE SOUTHWEST
 AT1354'CORNER OF A CONCRETE SLAB.
 AT1354'
 AT1354'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1354'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AT1354'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1354'STAMPED JACK AZ. MK. 1972.  IT IS 20 FEET NORTHEAST OF A RAILROAD
 AT1354'SIGNAL LIGHT POST, 20 FEET EAST-SOUTHEAST OF THE CENTER OF STATE
 AT1354'HIGHWAY 39, 5 FEET WEST-NORTHWEST OF THE WEST RAIL ON THE
 AT1354'LOUISIANA SOUTHERN RAILROAD, AND 5 FEET NORTH-NORTHEAST OF A METAL
 AT1354'WITNESS POST AND SIGN.
 AT1354'
 AT1354'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AT1354
 AT1354                          STATION RECOVERY (1978)
 AT1354
 AT1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AT1354'THE STATION MARK, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 AT1354'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 AT1354'DESTROYED.  THE DISTANCES TO THE REFERENCE MARKS AND THE ANGLE BETWEEN
 AT1354'THE REFERENCE MARKS COMPARED FAVORABLY WITH THE PREVIOUS DATA.  A NEW
 AT1354'AZIMUTH MARK WAS ESTABLISHED THIS DATE AND BENCH MARK M 278 CAN ALSO
 AT1354'BE USED AS AN AZIMUTH MARK.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 AT1354' 
 AT1354'M 278 IS A STANDARD BENCH MARK DISK STAMPED--M 278 1970--, SET IN THE
 AT1354'TOP OF A ROUND CONCRETE POST THAT PROJECTS .10 METER ABOVE THE GROUND
 AT1354'SURFACE.  IT IS 14.94 METERS NORTH OF THE CENTER OF STATE HIGHWAY 39,
 AT1354'5.18 METER SOUTH OF THE SOUTH EDGE OF A CANAL AND .61 METERS NORTH
 AT1354'NORTHEAST OF A METAL WITNESS POST.
 AT1354' 
 AT1354'TO REACH M 278 FROM THE STATION, GO NORTHEAST ON STATE HIGHWAY 39 FOR
 AT1354'0.45 MILE TO M 278 ON THE LEFT.
 AT1354' 
 AT1354'VIOLET WATER TANK, THE STATION IS THE LIGHT IN THE TOP CENTER OF THE
 AT1354'WATER TANK, PAINTED SILVER, 150 FEET HIGH, SUPPORTED BY 8 LEGS,
 AT1354'LOCATED 0.5 MILE EAST NORTHEAST OF THE POST OFFICE IN VIOLET AND ON
 AT1354'THE NORTH SIDE OF PACKENHAM STREET.
 AT1354' 
 AT1354'THE STATION IS LOCATED 11 MILES SOUTHEAST OF DOWNTOWN NEW ORLEANS, 4
 AT1354'MILES EAST OF BELLE CHASE, AND 1 MILE WEST OF POYDRAS, IN THE
 AT1354'NORTHEAST QUARTER OF SECTION 6, T 14 S, R 13 E, AND ON PROPERTY
 AT1354'MAINTAINED BY THE US ENGINEERS.
 AT1354' 
 AT1354'TO REACH THE STATION FROM THE SMALL TOWN OF POYDRAS, AT THE JUNCTION
 AT1354'OF STATE HIGHWAYS 46 AND 39, GO SOUTH AND WESTERLY FOLLOWING STATE
 AT1354'HIGHWAY 39 FOR 1.2 MILES TO A SHELL ROAD ON THE RIGHT AND NORTHWEST OF
 AT1354'THE HIGHWAY, TURN RIGHT ON SHELL ROAD AND GO TO THE TOP OF THE LEVEE,
 AT1354'TURN LEFT ON THE LEVEE AND GO ABOUT 238 FEET TO THE STATION 8 FEET
 AT1354'TOWARD THE WATER FROM THE TOP CENTER OF THE LEVEE.
 AT1354' 
 AT1354'THE STATION IS A STANDARD LADTD DISK STAMPED--JACK 1972--, SET INTO
 AT1354'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 34 CM BELOW THE GROUND
 AT1354'AND ENCASED IN A WATER METER BOX.  IT IS LOCATED 70.10 M W FROM THE
 AT1354'CENTER OF THE HIGHWAY 39, 2.44 M NNW FROM THE TOP CENTER OF THE LEVEE,
 AT1354'AND .76 M E FROM A METAL WITNESS POST.
 AT1354' 
 AT1354'THE UNDERGROUND MARK IS A STANDARD LADTD DISK STAMPED--JACK 1972--,
 AT1354'IMBEDDED IN THE GROUND .91 M BELOW THE SURFACE.
 AT1354' 
 AT1354'REFERENCE MARK NO 1 IS A STANDARD LADTD DISK STAMPED--JACK R M 1
 AT1354'1972--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AT1354'GROUND LOCATED 69.49 M W FROM THE CENTER OF THE HIGHWAY, 61.57 M S
 AT1354'FROM THE CENTER OF THE SHELL ROAD, 2.44 M NNW FROM THE TOP CENTER OF
 AT1354'THE LEVEE, AND 3 METERS HIGHER THAN THE STATION.
 AT1354' 
 AT1354'REFERENCE MARK NO 2 IS A STANDARD LADTD DISK STAMPED--JACK R M 2
 AT1354'1972--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 5 CM
 AT1354'BELOW THE GROUND LOCATED 87.78 M S FROM THE CENTER OF THE SHELL ROAD,
 AT1354'64.01 W FROM THE CENTER OF THE HIGHWAY, 3.05 M SSE FROM THE TOP
 AT1354'CENTER, AND .3 M HIGHER THAN THE STATION.
 AT1354' 
 AT1354'AZIMUTH MARK IS A STANDARD LADTD DISK STAMPED--JACK AZ MK 1972 1978--,
 AT1354'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND
 AT1354'LOCATED 6.25 M ESE FROM THE CENTER OF A RAILROAD CROSSING SIGNAL POLE,
 AT1354'6.10 M S FROM THE CENTER OF STATE HIGHWAY 39, AND 1.68 M N FROM THE
 AT1354'NORTH RAIL OF THE RAILROAD TRACK.
 AT1354' 
 AT1354'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON STATE
 AT1354'HIGHWAY 39 FOR 0.4 MILE TO THE RAILROAD AND THE AZIMUTH MARK ON THE
 AT1354'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2657 ***********************************************************************
 BH2657  DESIGNATION -  JACK
 BH2657  PID         -  BH2657
 BH2657  STATE/COUNTY-  LA/ST BERNARD
 BH2657  USGS QUAD   -  THREE MILE BAY (1994)
 BH2657
 BH2657                         *CURRENT SURVEY CONTROL
 BH2657  ___________________________________________________________________
 BH2657* NAD 83(1992)-  30 03 42.80027(N)    089 15 52.93115(W)     ADJUSTED  
 BH2657* NAVD 88     -         0.4    (meters)       1.     (feet)  VERTCON   
 BH2657  ___________________________________________________________________
 BH2657  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BH2657  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BH2657
 BH2657  HORZ ORDER  -  SECOND
 BH2657
 BH2657.The horizontal coordinates were established by classical geodetic methods
 BH2657.and adjusted by the National Geodetic Survey in May 1994..
 BH2657
 BH2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2657
 BH2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2657
 BH2657.The geoid height was determined by GEOID03.
 BH2657
 BH2657;                    North         East     Units Scale Factor Converg.
 BH2657;SPC LA S     -   174,926.785 1,199,444.940   MT  0.99992631   +1 02 03.6
 BH2657;SPC LA S     -   573,905.63  3,935,178.94   sFT  0.99992631   +1 02 03.6
 BH2657;UTM  16      - 3,327,805.269   281,681.761   MT  1.00018808   -1 08 05.7
 BH2657
 BH2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2657!SPC LA S     -   1.00000412  x   0.99992631  =   0.99993043
 BH2657!UTM  16      -   1.00000412  x   1.00018808  =   1.00019220
 BH2657
 BH2657:                Primary Azimuth Mark                     Grid Az
 BH2657:SPC LA S     -  GRAND PASS OYSTER BAY LIGHT              019 59 56.4
 BH2657:UTM  16      -  GRAND PASS OYSTER BAY LIGHT              022 10 05.7
 BH2657
 BH2657|---------------------------------------------------------------------|
 BH2657| PID    Reference Object                     Distance      Geod. Az  |
 BH2657|                                                           dddmmss.s |
 BH2657| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 7.4 KM 0210200.0 |
 BH2657| BH2628 DOOR POINT LIGHT                    APPROX.10.8 KM 0982744.4 |
 BH2657| DD8970 JACK RM 2                            34.811 METERS 10755     |
 BH2657| DD8968 JACK AZ MK                                         3431914.4 |
 BH2657| DD8969 JACK RM 1                            38.542 METERS 35334     |
 BH2657|---------------------------------------------------------------------|
 BH2657
 BH2657                          SUPERSEDED SURVEY CONTROL
 BH2657
 BH2657  NAD 83(1992)-  30 03 42.81223(N)    089 15 52.92342(W) AD(       ) 2
 BH2657  NAD 83(1986)-  30 03 42.81271(N)    089 15 52.92389(W) AD(       ) 2
 BH2657  NAD 27      -  30 03 42.09000(N)    089 15 52.77400(W) AD(       ) 2
 BH2657  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 BH2657
 BH2657.Superseded values are not recommended for survey control.
 BH2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2657.See file dsdata.txt to determine how the superseded data were derived.
 BH2657
 BH2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8168227805(NAD 83)
 BH2657_MARKER: DS = TRIANGULATION STATION DISK
 BH2657_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2657_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2657
 BH2657  HISTORY     - Date     Condition        Report By
 BH2657  HISTORY     - 1934     MONUMENTED       CGS
 BH2657  HISTORY     - 1952     GOOD             CGS
 BH2657  HISTORY     - 1955     GOOD             CGS
 BH2657  HISTORY     - 1966     GOOD             CGS
 BH2657  HISTORY     - 1969     GOOD             CGS
 BH2657  HISTORY     - 1971     GOOD             NGS
 BH2657
 BH2657                          STATION DESCRIPTION
 BH2657
 BH2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2657'THE STATION IS LOCATED IN THE MARSH LANDS S OF MISSISSIPPI SOUND, 3
 BH2657'MILES E OF THE MOUTH OF JOHNSONS BAYOU AND 4 MILES SW OF GRAND PASS.
 BH2657'IT IS ON THE E BANK OF DRUM BAYOU, WHICH FLOWS S INTO A NARROW
 BH2657'WATER PASSAGE WHICH CONNECTS PICNIC BAY WITH NW JACK WILLIAMS BAY.
 BH2657'STATION IS 47.2 METERS BACK FROM THE E BANK OF THE BAYOU AND ABOUT
 BH2657'122 METERS ALONG THE BAYOU FROM THE SHORE OF THE BAY. IT IS
 BH2657'DIRECTLY IN LINE WITH TWO POINTS OF LAND WHICH ARE FORMED BY A
 BH2657'BEND IN THE BAYOU NW OF THE STATION. IT IS SLIGHTLY S OF E FROM THE
 BH2657'SOUTHERN POINT OF A SMALL ISLAND FORMED IN AN INLET ON THE N SHORE
 BH2657'OF PICNIC BAY AND ABOUT 1/2 MILE W OF THE BAYOU.
 BH2657'
 BH2657'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2657'CONCRETE AT THE TOP OF 8-INCH DRAIN TILES WHICH ARE FASTENED BY
 BH2657'MEANS OF CONCRETE TO THE UPPER END OF LONG WOODEN PILES DRIVEN INTO
 BH2657'THE MARSH. MARKS PROJECT 8 INCHES ABOVE SURFACE.
 BH2657'
 BH2657'ANGLE AT R.M. NO. 1. R.M. NO. 2 TO STATION 30 DEG 56 MIN 15 SEC.
 BH2657'
 BH2657'ANGLE AT R.M. NO. 2. STATION TO R.M. NO. 1 34 DEG 41 MIN 18 SEC.
 BH2657'
 BH2657'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 BH2657
 BH2657                          STATION RECOVERY (1952)
 BH2657
 BH2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2657'STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 BH2657'CONDITION. DISTANCE TO REFERENCE MARK 2 FAILED TO AGREE WITH THE
 BH2657'ORIGINAL DISTANCE AND ANGLE BETWEEN REFERENCE MARKS DIFFERED BY
 BH2657'FIVE MINUTES.
 BH2657
 BH2657                          STATION RECOVERY (1955)
 BH2657
 BH2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 BH2657'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. FORMER
 BH2657'DESCRIPTION IS ADEQUATE.
 BH2657
 BH2657                          STATION RECOVERY (1966)
 BH2657
 BH2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2657'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 BH2657'GOOD CONDITION. THE DISTANCE TO THE REFERENCE MARKS CHECKED. THE
 BH2657'ANGLE BETWEEN THE REFERENCE MARKS CHECKED THE 1934 OBSERVATIONS. AN
 BH2657'ERROR IN THE ANGLE BETWEEN THE REFERENCE MARKS OF 3 MINUTES AND
 BH2657'06.0 SECONDS WAS FOUND AS SHOWN IN THE 1952 OBSERVATIONS. AN
 BH2657'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 BH2657'
 BH2657'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 BH2657'
 BH2657'THE STATION IS LOCATED AT THE SOUTH END OF DRUM BAYOU, ON THE EAST
 BH2657'EDGE IN MARSH LAND WHERE IT JOINS NW JACK WILLIAMS BAY, ABOUT 4
 BH2657'MILES SOUTH-SOUTHWEST OF GRAND PASS AND ABOUT 3 MILES EAST OF THE
 BH2657'MOUTH OF JOHNSON BAYOU.
 BH2657'
 BH2657'STATION MARK, A STANDARD DISK STAMPED JACK 1934, IS SET IN THE TOP
 BH2657'OF AN 8 INCH TERRA COTTA TILE WHICH PROJECTS 6 INCHES. IT IS ABOUT
 BH2657'350 FEET NORTH OF THE NORTH EDGE OF NW JACK WILLIAMS BAY, 128 FEET
 BH2657'EAST OF THE EAST EDGE OF DRUM BAYOU AND 3.1 FEET SOUTHEAST OF A
 BH2657'METAL WITNESS POST.
 BH2657'
 BH2657'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JACK NO 1 1934, IS
 BH2657'SET IN THE TOP OF AN 8 INCH TERRACOTTA TILE WHICH PROJECTS 7 INCHES.
 BH2657'IT IS 139 FEET EAST OF THE EAST EDGE OF DRUM BAYOU AND 124.5 FEET
 BH2657'NORTH OF THE METAL WITNESS POST.
 BH2657'
 BH2657'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JACK NO 2 1934, IS
 BH2657'SET IN THE TOP OF AN 8 INCH TERRA COTTA TILE WHICH PROJECTS 4 INCHES.
 BH2657'IT IS 242 FEET EAST OF THE EAST EDGE OF DRUM BAYOU AND 111 FEET
 BH2657'EAST OF THE METAL WITNESS POST.
 BH2657'
 BH2657'AZIMUTH MARK, A STANDARD DISK STAMPED JACK 1966. IT IS LOCATED NORTH
 BH2657'ALONG DRUM BAYOU, ON THE EAST EDGE AND JUST SOUTH OF THE FIRST BAYOU
 BH2657'TO THE EAST. IT IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD
 BH2657'GROUND ROD 32 FEET LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 BH2657'WHICH PROJECTS 2 FEET. IT IS 25 FEET EAST OF THE EAST EDGE OF
 BH2657'DRUM BAYOU AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 BH2657'
 BH2657'NOTE--STATION CAN BE REACHED BY FLOAT PLANE, HELICOPTER OR BOAT ONLY.
 BH2657
 BH2657                          STATION RECOVERY (1969)
 BH2657
 BH2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2657'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD
 BH2657'CONDITION AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS
 BH2657'NEARBY IN GOOD CONDITION.
 BH2657
 BH2657                          STATION RECOVERY (1971)
 BH2657
 BH2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2657'STATION RECOVERED IN GOOD CONDITION.  R.MS. NOT SEARCHED
 BH2657'FOR.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3009 ***********************************************************************
 BX3009  DESIGNATION -  JACK
 BX3009  PID         -  BX3009
 BX3009  STATE/COUNTY-  LA/SABINE
 BX3009  USGS QUAD   -  CONVERSE (1994)
 BX3009
 BX3009                         *CURRENT SURVEY CONTROL
 BX3009  ___________________________________________________________________
 BX3009* NAD 83(1992)-  31 50 09.78628(N)    093 41 01.67517(W)     ADJUSTED  
 BX3009* NAVD 88     -        71.371  (meters)     234.16   (feet)  ADJUSTED  
 BX3009  ___________________________________________________________________
 BX3009  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BX3009  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX3009  DYNAMIC HT  -          71.286 (meters)     233.88  (feet)  COMP
 BX3009  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 BX3009
 BX3009  HORZ ORDER  -  SECOND
 BX3009  VERT ORDER  -  SECOND    CLASS I
 BX3009
 BX3009.The horizontal coordinates were established by classical geodetic methods
 BX3009.and adjusted by the National Geodetic Survey in February 1996..
 BX3009
 BX3009.The orthometric height was determined by differential leveling
 BX3009.and adjusted by the National Geodetic Survey in February 1994..
 BX3009
 BX3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3009
 BX3009.The geoid height was determined by GEOID03.
 BX3009
 BX3009.The dynamic height is computed by dividing the NAVD 88
 BX3009.geopotential number by the normal gravity value computed on the
 BX3009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3009.degrees latitude (g = 980.6199 gals.).
 BX3009
 BX3009.The modeled gravity was interpolated from observed gravity values.
 BX3009
 BX3009;                    North         East     Units Scale Factor Converg.
 BX3009;SPC LA N     -   148,746.492   887,952.228   MT  0.99991575   -0 37 33.2
 BX3009;SPC LA N     -   488,012.45  2,913,223.27   sFT  0.99991575   -0 37 33.2
 BX3009;UTM  15      - 3,522,467.174   435,296.212   MT  0.99965163   -0 21 38.6
 BX3009
 BX3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3009!SPC LA N     -   0.99999288  x   0.99991575  =   0.99990863
 BX3009!UTM  15      -   0.99999288  x   0.99965163  =   0.99964451
 BX3009
 BX3009|---------------------------------------------------------------------|
 BX3009| PID    Reference Object                     Distance      Geod. Az  |
 BX3009|                                                           dddmmss.s |
 BX3009| CV7787 JACK RM 1                            20.400 METERS 16853     |
 BX3009| BX3010 JACK 1971 A PT                       60.732 METERS 31224     |
 BX3009| CV7788 JACK RM 2                            18.816 METERS 31723     |
 BX3009| CV7786 JACK AZ MK                                         3534544.3 |
 BX3009|---------------------------------------------------------------------|
 BX3009
 BX3009                          SUPERSEDED SURVEY CONTROL
 BX3009
 BX3009  NAD 83(1992)-  31 50 09.78701(N)    093 41 01.67619(W) AD(       ) 2
 BX3009  NAD 83(1986)-  31 50 09.79555(N)    093 41 01.67027(W) AD(       ) 2
 BX3009  NAD 27      -  31 50 09.19068(N)    093 41 01.00856(W) AD(       ) 2
 BX3009  NGVD 29 (07/19/86)   71.3    (m)          234.     (f) VERT ANG       
 BX3009
 BX3009.Superseded values are not recommended for survey control.
 BX3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3009.See file dsdata.txt to determine how the superseded data were derived.
 BX3009
 BX3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3529622467(NAD 83)
 BX3009_MARKER: DS = TRIANGULATION STATION DISK
 BX3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3009_SP_SET: CONCRETE POST
 BX3009_STAMPING: JACK 1971
 BX3009_MARK LOGO: NGS   
 BX3009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3009+STABILITY: SURFACE MOTION
 BX3009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3009+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1987
 BX3009
 BX3009  HISTORY     - Date     Condition        Report By
 BX3009  HISTORY     - 1971     MONUMENTED       NGS
 BX3009  HISTORY     - 1971     GOOD             NGS
 BX3009  HISTORY     - 19870929 GOOD             LADTD
 BX3009  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3009
 BX3009                          STATION DESCRIPTION
 BX3009
 BX3009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3009'REFERENCE MARKS MESURED HOLDING 5 KGS. TENSION.
 BX3009'
 BX3009'THE STATION IS ABOUT 3-3/4 MILES NORTH OF CONVERSE, 2-1/4 MILES SOUTH
 BX3009'OF BENSON, IN THE SOUTHEAST 1/4 OF SECTION 22, T 10 N, R 13 W, AND
 BX3009'ON HIGHWAY RIGHT-OF-WAY OF U S HIGHWAY 171.
 BX3009'
 BX3009'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 BX3009'HIGHWAY 174 IN CONVERSE, GO NORTH ON HIGHWAY 171 FOR 3.8 MILES TO
 BX3009'STATION ON RIGHT.
 BX3009'
 BX3009'THE STATION MARKS ARE STANDARD DISKS STAMPED JACK 1971.  THE SURFACE
 BX3009'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX3009'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 86.5 FEET EAST OF
 BX3009'CENTERLINE OF THE HIGHWAY, 83.5 FEET WEST OF WEST RAIL OF RAILROAD
 BX3009'TRACKS, 59.5 FEET SOUTHEAST OF A POWERLINE POLE, 41 FEET
 BX3009'SOUTHWEST OF A POWERLINE GUY POST AND 13 FEET WEST OF A METAL
 BX3009'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP
 BX3009'OF AN IRREGULAR MASS OF CONCRETE 42-INCHES BELOW THE GROUND
 BX3009'SURFACE.
 BX3009'
 BX3009'REFERENCE MARK 1, A STANDARD DISK STAMPED JACK NO 1 1971, IS SET IN
 BX3009'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX3009'WITH THE GROUND SURFACE.  IT IS 122 FEET SOUTHEAST OF THE POWERLINE
 BX3009'POLE, 85.5 FEET EAST OF THE CENTERLINE OF HIGHWAY 171 AND 70 FEET
 BX3009'WEST OF WEST RAIL OF RAILROAD TRACKS.
 BX3009'
 BX3009'REFERENCE MARK 2, A STANDARD DISK STAMPED JACK NO 2 1971, IS SET IN
 BX3009'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX3009'WITH THE GROUND SURFACE.  IT IS 55 FEET EAST OF THE CENTERLINE OF
 BX3009'HIGHWAY 171, 63 FEET WEST OF THE POWERLINE GUY POST AND 2 FEET
 BX3009'NORTH OF THE POWER POLE.
 BX3009'
 BX3009'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JACK 1971, SET IN THE
 BX3009'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BX3009'GROUND SURFACE.  IT IS 51 FEET EAST-NORTHEAST OF THE CENTERLINE
 BX3009'OF HIGHWAY 171, 46 FEET WEST-SOUTHWEST OF WEST RAIL OF RAILROAD
 BX3009'TRACKS, 2.5 FEET EAST-NORTHEAST OF A POWERLINE POLE AND 2 FEET
 BX3009'SOUTH-SOUTHEAST OF METAL WITNESS POST.
 BX3009'
 BX3009'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 171
 BX3009'FOR 0.5 MILE TO MARK ON RIGHT.
 BX3009'
 BX3009'NEAREST TOWN--BENSON.
 BX3009'
 BX3009'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 BX3009
 BX3009                          STATION RECOVERY (1971)
 BX3009
 BX3009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BX3009'RECOVERED IN GOOD CONDITION.
 BX3009
 BX3009                          STATION RECOVERY (1987)
 BX3009
 BX3009'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BX3009'THE STATION IS LOCATED ABOUT 23.8 KM (14.8 MI) SOUTH OF MANSFIELD.
 BX3009'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3009'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX3009'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 23.8 KM (14.8 MI) ON
 BX3009'HIGHWAY 171 TO THE STATION ON THE LEFT.
 BX3009'THE STATION IS 26.0 M (85.3 FT) WEST FROM THE WEST RAIL OF THE
 BX3009'RAILROAD, 26.0 M (85.3 FT) EAST FROM THE CENTER OF THE HIGHWAY, 20.0
 BX3009'M (65.6 FT) SOUTHEAST FROM A POWER POLE AND 4.0 M (13.1 FT) WEST FROM
 BX3009'A WITNESS POST.  THE STATION FLUSH WITH THE GROUND AND ABOUT LEVEL
 BX3009'WITH THE HIGHWAY.
 BX3009
 BX3009                          STATION RECOVERY (2001)
 BX3009
 BX3009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0538 ***********************************************************************
 AT0538  DESIGNATION -  JACK AZ MK RESET
 AT0538  PID         -  AT0538
 AT0538  STATE/COUNTY-  LA/ST BERNARD
 AT0538  USGS QUAD   -  BELLE CHASSE (1994)
 AT0538
 AT0538                         *CURRENT SURVEY CONTROL
 AT0538  ___________________________________________________________________
 AT0538* NAD 83(1992)-  29 51 51.96836(N)    089 54 06.51774(W)     ADJUSTED  
 AT0538* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT0538  **This station is located in a subsidence area (see below).
 AT0538  ___________________________________________________________________
 AT0538  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT0538  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AT0538  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AT0538  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 AT0538  OBS GRAVITY -     979,310.1   (mgal)                       GRAV_OBS
 AT0538
 AT0538  HORZ ORDER  -  THIRD
 AT0538  VERT ORDER  -  THIRD (See Below)
 AT0538
 AT0538.The horizontal coordinates were established by classical geodetic methods
 AT0538.and adjusted by the National Geodetic Survey in January 1993..
 AT0538.No horizontal observational check was made to the station.
 AT0538
 AT0538 ** The orthometric height has not been validated since last determined
 AT0538 ** by differential leveling and should not be used for control purposes.
 AT0538 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0538 ** area with valid NAVD 88 orthometric heights.
 AT0538 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0538 ** epoch indicated which incorporates improved geoid heights for the
 AT0538 ** Southern Louisiana Subsidence area.
 AT0538 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0538.The orthometric height was scaled from a topographic map.
 AT0538.The vertical order pertains to the first NAVD 88 superseded value.
 AT0538
 AT0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0538
 AT0538.The geoid height was determined by GEOID03.
 AT0538
 AT0538.The dynamic height is computed by dividing the NAVD 88
 AT0538.geopotential number by the normal gravity value computed on the
 AT0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0538.degrees latitude (g = 980.6199 gals.).
 AT0538
 AT0538.The modeled gravity was interpolated from observed gravity values.
 AT0538.The observed gravity was obtained from relative gravimeter ties
 AT0538.to the IGSN71 gravity network.
 AT0538
 AT0538;                    North         East     Units Scale Factor Converg.
 AT0538;SPC LA S     -   152,103.889 1,138,296.181   MT  0.99992856   +0 42 56.8
 AT0538;SPC LA S     -   499,027.51  3,734,560.05   sFT  0.99992856   +0 42 56.8
 AT0538;UTM  16      - 3,307,300.436   219,686.640   MT  1.00056959   -1 26 45.2
 AT0538
 AT0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0538!SPC LA S     -   1.00000387  x   0.99992856  =   0.99993243
 AT0538!UTM  16      -   1.00000387  x   1.00056959  =   1.00057347
 AT0538
 AT0538                          SUPERSEDED SURVEY CONTROL
 AT0538
 AT0538  NAD 83(1986)-  29 51 51.98073(N)    089 54 06.51776(W) AD(       ) 3
 AT0538  NAVD 88 (06/15/91)    1.151  (m)            3.78   (f) UNKNOWN     1 2
 AT0538  NGVD 29 (??/??/??)    1.199  (m)            3.93   (f) ADJUSTED    1 2
 AT0538
 AT0538.Superseded values are not recommended for survey control.
 AT0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0538.See file dsdata.txt to determine how the superseded data were derived.
 AT0538
 AT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1968707300(NAD 83)
 AT0538_MARKER: DZ = AZIMUTH MARK DISK
 AT0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0538_SP_SET: CONCRETE POST
 AT0538_STAMPING: JACK 1972 AZ MK RESET 1978
 AT0538_MARK LOGO: NGS   
 AT0538_PROJECTION: FLUSH
 AT0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0538+STABILITY: SURFACE MOTION
 AT0538
 AT0538  HISTORY     - Date     Condition        Report By
 AT0538  HISTORY     - 1978     MONUMENTED       NGS
 AT0538  HISTORY     - 1984     GOOD             NGS
 AT0538  HISTORY     - 1988     GOOD             BUN-Y
 AT0538
 AT0538                          STATION DESCRIPTION
 AT0538
 AT0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AT0538'0.75 MI SW FROM POYDRAS.
 AT0538'0.75 MILE SOUTHWESTERLY ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 AT0538'OF STATE HIGHWAYS 46 AND 39, IN POYDRAS, TO A RAILROAD CROSSING,
 AT0538'20.5 FEET EAST-SOUTHEAST OF THE CENTER OF A RAILROAD CROSSING
 AT0538'SIGNAL POLE, 20.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 AT0538'39, AND 5.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK.
 AT0538
 AT0538                          STATION RECOVERY (1984)
 AT0538
 AT0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0538'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.21 METERS (0.7 FT) EAST OF
 AT0538'WITNESS POST.
 AT0538
 AT0538                          STATION RECOVERY (1988)
 AT0538
 AT0538'RECOVERY NOTE BY BURK AND N-Y 1988
 AT0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0818 ***********************************************************************
 BJ0818  DESIGNATION -  JACK MILLER BOLT
 BJ0818  PID         -  BJ0818
 BJ0818  STATE/COUNTY-  LA/IBERVILLE
 BJ0818  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0818
 BJ0818                         *CURRENT SURVEY CONTROL
 BJ0818  ___________________________________________________________________
 BJ0818* NAD 83(1986)-  30 13 12.     (N)    091 19 02.     (W)     SCALED    
 BJ0818* NAVD 88     -         1.630  (meters)       5.35   (feet)  ADJUSTED  
 BJ0818  ___________________________________________________________________
 BJ0818  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0818  DYNAMIC HT  -           1.628 (meters)       5.34  (feet)  COMP
 BJ0818  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 BJ0818
 BJ0818  VERT ORDER  -  FIRST     CLASS I
 BJ0818
 BJ0818.The horizontal coordinates were scaled from a topographic map and have
 BJ0818.an estimated accuracy of +/- 6 seconds.
 BJ0818
 BJ0818.The orthometric height was determined by differential leveling
 BJ0818.and adjusted by the National Geodetic Survey in February 1994..
 BJ0818
 BJ0818.The geoid height was determined by GEOID03.
 BJ0818
 BJ0818.The dynamic height is computed by dividing the NAVD 88
 BJ0818.geopotential number by the normal gravity value computed on the
 BJ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0818.degrees latitude (g = 980.6199 gals.).
 BJ0818
 BJ0818.The modeled gravity was interpolated from observed gravity values.
 BJ0818
 BJ0818;                    North         East    Units  Estimated Accuracy
 BJ0818;SPC LA S     -   190,650.    1,001,550.      MT  (+/- 180 meters Scaled)
 BJ0818
 BJ0818                          SUPERSEDED SURVEY CONTROL
 BJ0818
 BJ0818  NGVD 29 (??/??/??)    1.653  (m)            5.42   (f) ADJUSTED    1 1
 BJ0818
 BJ0818.Superseded values are not recommended for survey control.
 BJ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0818.See file dsdata.txt to determine how the superseded data were derived.
 BJ0818
 BJ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP619443(NAD 83)
 BJ0818_MARKER: B = BOLT
 BJ0818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0818_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0818
 BJ0818  HISTORY     - Date     Condition        Report By
 BJ0818  HISTORY     - UNK      MONUMENTED       DOD
 BJ0818  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0818  HISTORY     - 1976     GOOD             NGS
 BJ0818
 BJ0818                          STATION DESCRIPTION
 BJ0818
 BJ0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0818'2.7 MI S FROM INDIAN VILLAGE.
 BJ0818'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ0818'INDIAN VILLAGE, IBERVILLE PARISH, ABOUT 125 FEET ABOVE THE CONFLUENCE
 BJ0818'OF UPPER GRAND RIVER AND THE BAYOU, 119 FEET ABOVE THE UPPER LAND
 BJ0818'CORNER OF THE JACK MILLER STORE, 2 FEET BELOW THE FENCE SURROUNDING
 BJ0818'THE MILLER RESIDENCE, 48 FEET BACK OF THE CENTER LINE OF A ROAD, 46
 BJ0818'FEET BACK OF THE CENTER LINE OF A GRAVEL LEVEE HIGHWAY, 22 FEET BACK
 BJ0818'OF THE TOE OF THE LEVEE, AND 2 FEET IN FRONT OF A FENCE PARALLELING
 BJ0818'THE ROAD.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 BJ0818'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 BJ0818'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ0818
 BJ0818                          STATION RECOVERY (1976)
 BJ0818
 BJ0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0818'9.6 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0818'FROM THE POST OFFICE, 5.9 MILES NORTH OF BAYOU SORREL, 0.1 MILE NORTH
 BJ0818'OF THE JUNCTION OF STATE HIGHWAY 75, 46.5 FT EAST OF THE CENTER LINE
 BJ0818'OF THE HIGHWAY, 160.6 FT NORTHWEST OF THE NORTHWEST CORNER OF A STORE
 BJ0818'BUILDING, 45.8 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 192.0
 BJ0818'FT NORTH ACROSS THE HIGHWAY FROM BENCH MARK PM 51, 46 FT NORTHEAST OF
 BJ0818'POWER LINE POLE 197-219, 19.5 FT EAST OF A FENCE, A COPPER BOLT SET IN
 BJ0818'A CONCRETE SLAB ABOUT 2.5 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO
 BJ0818'WHICH IS HAD THROUGH A 4-INCH PIPE BEARING A CAP WHICH PROJECTS 1.5 FT
 BJ0818'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2015 ***********************************************************************
 BJ2015  DESIGNATION -  JACK MILLER CAP
 BJ2015  PID         -  BJ2015
 BJ2015  STATE/COUNTY-  LA/IBERVILLE
 BJ2015  USGS QUAD   -  BAYOU SORREL (1992)
 BJ2015
 BJ2015                         *CURRENT SURVEY CONTROL
 BJ2015  ___________________________________________________________________
 BJ2015* NAD 83(1986)-  30 13 13.     (N)    091 19 02.     (W)     SCALED    
 BJ2015* NAVD 88     -         3.17   (+/-2cm)      10.4    (feet)  VERTCON   
 BJ2015  ___________________________________________________________________
 BJ2015  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ2015
 BJ2015  VERT ORDER  -  ? (See Below)
 BJ2015
 BJ2015.The horizontal coordinates were scaled from a topographic map and have
 BJ2015.an estimated accuracy of +/- 6 seconds.
 BJ2015
 BJ2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2015.The vertical order pertains to the NGVD 29 superseded value.
 BJ2015
 BJ2015.The geoid height was determined by GEOID03.
 BJ2015
 BJ2015;                    North         East    Units  Estimated Accuracy
 BJ2015;SPC LA S     -   190,680.    1,001,550.      MT  (+/- 180 meters Scaled)
 BJ2015
 BJ2015                          SUPERSEDED SURVEY CONTROL
 BJ2015
 BJ2015  NGVD 29 (??/??/??)    3.196  (m)           10.49   (f) ADJUSTED    ?  
 BJ2015
 BJ2015.Superseded values are not recommended for survey control.
 BJ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2015.See file dsdata.txt to determine how the superseded data were derived.
 BJ2015
 BJ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP619443(NAD 83)
 BJ2015_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2015_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2015
 BJ2015  HISTORY     - Date     Condition        Report By
 BJ2015  HISTORY     - UNK      MONUMENTED       DOD
 BJ2015  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2015
 BJ2015                          STATION DESCRIPTION
 BJ2015
 BJ2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2015'2.7 MI S FROM INDIAN VILLAGE.
 BJ2015'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2015'INDIAN VILLAGE, IBERVILLE PARISH, ABOUT 125 FEET ABOVE THE CONFLUENCE
 BJ2015'OF UPPER GRAND RIVER AND THE BAYOU, 119 FEET ABOVE THE UPPER LAND
 BJ2015'CORNER OF THE JACK MILLER STORE, 2 FEET BELOW THE FENCE SURROUNDING
 BJ2015'THE MILLER RESIDENCE, 48 FEET BACK OF THE CENTER LINE OF A ROAD, 46
 BJ2015'FEET BACK OF THE CENTER LINE OF A GRAVEL LEVEE HIGHWAY, 22 FEET BACK
 BJ2015'OF THE TOE OF THE LEVEE, AND 2 FEET IN FRONT OF A FENCE PARALLELING
 BJ2015'THE ROAD.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2015'STANDARD CAP.  NOTE-- IT IS BELIEVED TO HAVE BEEN DESTROYED DURING
 BJ2015'ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0644 ***********************************************************************
 AV0644  DESIGNATION -  JACKS 1955
 AV0644  PID         -  AV0644
 AV0644  STATE/COUNTY-  LA/VERMILION
 AV0644  USGS QUAD   -  FEARMAN LAKE (1979)
 AV0644
 AV0644                         *CURRENT SURVEY CONTROL
 AV0644  ___________________________________________________________________
 AV0644* NAD 83(1992)-  29 39 12.21208(N)    092 07 31.50643(W)     ADJUSTED  
 AV0644* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AV0644  **This station is located in a subsidence area (see below).
 AV0644  ___________________________________________________________________
 AV0644  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AV0644  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AV0644
 AV0644  HORZ ORDER  -  THIRD
 AV0644
 AV0644.The horizontal coordinates were established by classical geodetic methods
 AV0644.and adjusted by the National Geodetic Survey in January 1993..
 AV0644
 AV0644 ** The orthometric height has not been validated since last determined
 AV0644 ** by differential leveling and should not be used for control purposes.
 AV0644 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0644 ** area with valid NAVD 88 orthometric heights.
 AV0644 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0644 ** epoch indicated which incorporates improved geoid heights for the
 AV0644 ** Southern Louisiana Subsidence area.
 AV0644 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0644.The orthometric height was scaled from a topographic map.
 AV0644
 AV0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0644
 AV0644.The geoid height was determined by GEOID03.
 AV0644
 AV0644;                    North         East     Units Scale Factor Converg.
 AV0644;SPC LA S     -   128,112.764   923,315.373   MT  0.99994402   -0 23 45.8
 AV0644;SPC LA S     -   420,316.63  3,029,243.85   sFT  0.99994402   -0 23 45.8
 AV0644;UTM  15      - 3,280,699.051   584,644.640   MT  0.99968840   +0 25 57.8
 AV0644
 AV0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0644!SPC LA S     -   1.00000405  x   0.99994402  =   0.99994807
 AV0644!UTM  15      -   1.00000405  x   0.99968840  =   0.99969245
 AV0644
 AV0644:                Primary Azimuth Mark                     Grid Az
 AV0644:SPC LA S     -  WEEKS IS MORTON SALT CO TANK             061 23 14.9
 AV0644:UTM  15      -  WEEKS IS MORTON SALT CO TANK             060 33 31.3
 AV0644
 AV0644|---------------------------------------------------------------------|
 AV0644| PID    Reference Object                     Distance      Geod. Az  |
 AV0644|                                                           dddmmss.s |
 AV0644| AU2618 WEEKS IS MORTON SALT CO TANK        APPROX.35.0 KM 0605929.1 |
 AV0644| AU2587 FLOATING RIG B                      APPROX.20.7 KM 0823952.5 |
 AV0644| AV0645 BELLE IS BAYOU CONSERVATION TR      APPROX. 2.5 KM 3382941.8 |
 AV0644|---------------------------------------------------------------------|
 AV0644
 AV0644                          SUPERSEDED SURVEY CONTROL
 AV0644
 AV0644  NAD 83(1986)-  29 39 12.23442(N)    092 07 31.49690(W) AD(       ) 3
 AV0644  NAD 27      -  29 39 11.41900(N)    092 07 31.01000(W) AD(       ) 3
 AV0644
 AV0644.Superseded values are not recommended for survey control.
 AV0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0644.See file dsdata.txt to determine how the superseded data were derived.
 AV0644
 AV0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8464580699(NAD 83)
 AV0644_MARKER: DS = TRIANGULATION STATION DISK
 AV0644_SETTING: 0 = UNSPECIFIED SETTING
 AV0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0644
 AV0644  HISTORY     - Date     Condition        Report By
 AV0644  HISTORY     - 1955     MONUMENTED       CGS
 AV0644  HISTORY     - 19770301 MARK NOT FOUND   NGS
 AV0644
 AV0644                          STATION DESCRIPTION
 AV0644
 AV0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0644'STATION IS LOCATED ON THE W SHORE OF VERMILION BAY, S OF REDFISH
 AV0644'POINT, ON THE FIRST PROMINENT POINT S OF THE CONSERVATION CAMP
 AV0644'ON BAYOU FEARMAN AND JUST E OF BAYOU PRIEN, 200 FEET S OF THE
 AV0644'POINT AND 15 FEET W OF THE MEAN HIGH WATER LINE AT A SMALL
 AV0644'SHELL BANK.  A STANDARD DISK, STAMPED JACKS 1955, IN THE TOP OF A
 AV0644'2-1/2 INCH IRON PIPE, PROJECTING 8 INCHES.  LOCATED BY THREE
 AV0644'POINT FIX.
 AV0644
 AV0644                          STATION RECOVERY (1977)
 AV0644
 AV0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DEK)
 AV0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1040 ***********************************************************************
 AT1040  DESIGNATION -  JACKS 2
 AT1040  PID         -  AT1040
 AT1040  STATE/COUNTY-  LA/PLAQUEMINES
 AT1040  USGS QUAD   -  PASS A LOUTRE WEST (1993)
 AT1040
 AT1040                         *CURRENT SURVEY CONTROL
 AT1040  ___________________________________________________________________
 AT1040* NAD 83(1992)-  29 10 04.78120(N)    089 08 02.01764(W)     ADJUSTED  
 AT1040* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1040  ___________________________________________________________________
 AT1040  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AT1040  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AT1040
 AT1040  HORZ ORDER  -  SECOND
 AT1040
 AT1040.The horizontal coordinates were established by classical geodetic methods
 AT1040.and adjusted by the National Geodetic Survey in January 1993..
 AT1040
 AT1040.The orthometric height was scaled from a topographic map.
 AT1040
 AT1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1040
 AT1040.The geoid height was determined by GEOID03.
 AT1040
 AT1040;                    North         East     Units Scale Factor Converg.
 AT1040;SPC LA S     -    76,099.453 1,213,956.942   MT  1.00003056   +1 05 59.1
 AT1040;SPC LA S     -   249,669.62  3,982,790.40   sFT  1.00003056   +1 05 59.1
 AT1040;UTM  16      - 3,228,482.265   292,470.478   MT  1.00013148   -1 02 25.3
 AT1040
 AT1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1040!SPC LA S     -   1.00000377  x   1.00003056  =   1.00003433
 AT1040!UTM  16      -   1.00000377  x   1.00013148  =   1.00013525
 AT1040
 AT1040:                Primary Azimuth Mark                     Grid Az
 AT1040:SPC LA S     -  PASS A LOUTRE DAYBEACON                  073 14 38.8
 AT1040:UTM  16      -  PASS A LOUTRE DAYBEACON                  075 23 03.2
 AT1040
 AT1040|---------------------------------------------------------------------|
 AT1040| PID    Reference Object                     Distance      Geod. Az  |
 AT1040|                                                           dddmmss.s |
 AT1040| AT1021 PASS A LOUTRE DAYBEACON             APPROX. 9.3 KM 0742037.9 |
 AT1040| AT1020 NORTHEAST PASS DAYBEACON            APPROX. 8.3 KM 1102315.9 |
 AT1040| AT1026 SOUTHEAST PASS HUMBLE OIL MAST      APPROX. 8.0 KM 1320847.7 |
 AT1040| DD7264 JACKS 2 RM 1                         28.562 METERS 17124     |
 AT1040| AT1031 TEXAS CO GARDEN IS BAY FLD MST      APPROX. 8.6 KM 2043257.9 |
 AT1040| AT1028 GARDEN ISLAND FREEPORT CO TANK      APPROX.10.2 KM 2151647.9 |
 AT1040| DD7265 JACKS 2 RM 2                         25.531 METERS 27249     |
 AT1040| DD7263 JACKS 2 AZ MK                                      3120000.5 |
 AT1040| AT1036 DELTA DUCK CLUB TEX CO MAST         APPROX. 9.6 KM 3304020.8 |
 AT1040|---------------------------------------------------------------------|
 AT1040
 AT1040                          SUPERSEDED SURVEY CONTROL
 AT1040
 AT1040  NAD 83(1986)-  29 10 04.78417(N)    089 08 02.02904(W) AD(       ) 2
 AT1040  NAD 27      -  29 10 03.98100(N)    089 08 01.85300(W) AD(       ) 2
 AT1040
 AT1040.Superseded values are not recommended for survey control.
 AT1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1040.See file dsdata.txt to determine how the superseded data were derived.
 AT1040
 AT1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9247028482(NAD 83)
 AT1040_MARKER: DS = TRIANGULATION STATION DISK
 AT1040_SETTING: 0 = UNSPECIFIED SETTING
 AT1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1040
 AT1040  HISTORY     - Date     Condition        Report By
 AT1040  HISTORY     - 1955     MONUMENTED       CGS
 AT1040  HISTORY     - 1959     GOOD             CGS
 AT1040
 AT1040                          STATION DESCRIPTION
 AT1040
 AT1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1040'THE STATION IS APPROXIMATELY 7 MILES EAST OF THE HEAD OF PASSES ON
 AT1040'THE MISSISSIPPI
 AT1040'RIVER, 7 MILES WEST OF THE MOUTH OF NORTH PASS OF PASS A
 AT1040'LOUTRE, 2 MILES EAST OF THE
 AT1040'HEAD OF SOUTHEAST PASS, 2 MILES WEST OF
 AT1040'JACKSON BAYOU, ON THE SOUTH BANK OF PASS A
 AT1040'LOUTRE AND ON THE WEST
 AT1040'BANK OF SWANSONS BAYOU.
 AT1040'
 AT1040'TO REACH BY BOAT FROM VENICE, GO SOUTHERLY ON THE MISSISSIPPI RIVER
 AT1040'FOR ABOUT NINE MILES TO
 AT1040'THE HEAD OF PASSES, FOLLOW PASS A LOUTRE EASTERLY FOR 7
 AT1040'MILES TO A SHACK ON THE LEFT
 AT1040'BANK AND A CANAL ABOUT 50 FEET WIDE ON
 AT1040'THE RIGHT.  THE STATION IS ON THE WEST BANK OF
 AT1040'THE CANAL, KNOWN AS
 AT1040'SWANSONS BAYOU.
 AT1040'
 AT1040'THE STATION MARK, STAMPED JACKS 2 1955, IS A STANDARD DISK SET IN THE
 AT1040'TOP OF AN EIGHT-FOOT LENGTH
 AT1040'OF 4-INCH SEWER PIPE FILLED WITH CONCRETE WHICH
 AT1040'PROJECTS 18 INCHES.  IT IS 100 FEET
 AT1040'SOUTH OF THE NORTH END OF THE
 AT1040'GRASSY RIDGE ON THE WEST SIDE OF THE CANAL, THIS RIDGE
 AT1040'DROPS STRAIGHT
 AT1040'DOWN TO THE WATER ON THE NORTH END, 38 FEET WEST OF THE WATER LINE OF
 AT1040'THE CANAL, 4 FEET
 AT1040'SOUTHWEST OF A 4-FOOT HIGH BLACK WITNESS POST AND 7
 AT1040'FEET ABOVE THE WATER LEVEL.
 AT1040'
 AT1040'REFERENCE MARK NO. 1, STAMPED JACKS 2 NO 1 1955, (THIS DISK WAS
 AT1040'APPARENTLY STAMPED NO 3
 AT1040'ORIGINALLY AND THE 3 IS VISIBLE UNDER THE 1), IS A
 AT1040'STANDARD DISK SET IN THE TOP OF
 AT1040'AN 8-FOOT LENGTH OF 4-INCH SEWER PIPE
 AT1040'FILLED WITH CONCRETE THAT PROJECTS 3 FEET.  IT IS
 AT1040'ON THE SAME RIDGE
 AT1040'AS THE STATION MARK, 120 FEET EAST OF A LONE TREE AT THE NORTH END
 AT1040'OF A GROVE, 40
 AT1040'FEET WEST OF THE WATER LINE IN THE CANAL AND 7 FEET ABOVE
 AT1040'THE WATER LEVEL.
 AT1040'
 AT1040'REFERENCE MARK NO. 2, STAMPED JACKS 2 NO 2 1955, IS A STANDARD DISK
 AT1040'SET IN THE TOP OF AN 8-FOOT
 AT1040'LENGTH OF 4-INCH SEWER PIPE FILLED WITH CONCRETE
 AT1040'WHICH PROJECTS 2 FEET.  IT IS 105
 AT1040'FEET NORTH OF THE LONE TREE AT THE
 AT1040'NORTH END OF THE GROVE, 70 FEET SOUTH OF THE EDGE OF
 AT1040'THE WATER IN
 AT1040'PASS A LOUTRE AND 4 FEET ABOVE WATER LEVEL.
 AT1040'
 AT1040'THE AZIMUTH MARK, STAMPED JACKS 2 1955, IS A STANDARD DISK SET IN THE
 AT1040'TOP OF AN 8-FOOT LENGTH
 AT1040'OF 4-INCH SEWER PIPE FILLED WITH CONCRETE THAT
 AT1040'PROJECTS 2-1/2 FEET.  IT IS 120
 AT1040'FEET NORTH OF THE WATER LINE, 77 FEET
 AT1040'NORTHWEST OF THE NORTHWEST CORNER OF THE SHACK
 AT1040'ACROSS PASS A LOUTRE
 AT1040'FROM THE STATION, 17 FEET WEST OF A NARROW NORTH-SOUTH DITCH, 3
 AT1040'FEET EAST OF A
 AT1040'3-FOOT HIGH BLACK WITNESS POST AND 3 FEET ABOVE WATER
 AT1040'LEVEL.  A BOAT IS NEEDED TO
 AT1040'REACH THE AZIMUTH MARK FROM THE STATION.
 AT1040'
 AT1040'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 AT1040
 AT1040                          STATION RECOVERY (1959)
 AT1040
 AT1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1040'THE STATION MARK, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 AT1040'RECOVERED IN GOOD
 AT1040'CONDITION AS DESCRIBED.
 AT1040'
 AT1040'A CAMP HAS BEEN BUILT NEAR THE STATION SINCE THE STATION WAS
 AT1040'ESTABLISHED IN
 AT1040'1955 AND DISTANCES MEASURED FROM THE CAMP FOLLOW.  THE
 AT1040'STATION MARK IS 118 FEET
 AT1040'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 AT1040'THE CAMP.  REFERENCE MARK NO.  1 IS 45 FEET
 AT1040'EAST OF THE NORTHEAST
 AT1040'CORNER OF THE CAMP.  REFERENCE MARK NO.  2 IS 133 FEET
 AT1040'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1039 ***********************************************************************
 AT1039  DESIGNATION -  JACKS 3
 AT1039  PID         -  AT1039
 AT1039  STATE/COUNTY-  LA/PLAQUEMINES
 AT1039  USGS QUAD   -  PASS A LOUTRE WEST (1993)
 AT1039
 AT1039                         *CURRENT SURVEY CONTROL
 AT1039  ___________________________________________________________________
 AT1039* NAD 83(1992)-  29 10 03.57021(N)    089 08 02.00287(W)     ADJUSTED  
 AT1039* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1039  ___________________________________________________________________
 AT1039  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AT1039  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AT1039
 AT1039  HORZ ORDER  -  SECOND
 AT1039
 AT1039.The horizontal coordinates were established by classical geodetic methods
 AT1039.and adjusted by the National Geodetic Survey in January 1993..
 AT1039
 AT1039.The orthometric height was scaled from a topographic map.
 AT1039
 AT1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1039
 AT1039.The geoid height was determined by GEOID03.
 AT1039
 AT1039;                    North         East     Units Scale Factor Converg.
 AT1039;SPC LA S     -    76,062.182 1,213,958.057   MT  1.00003065   +1 05 59.1
 AT1039;SPC LA S     -   249,547.34  3,982,794.06   sFT  1.00003065   +1 05 59.1
 AT1039;UTM  16      - 3,228,444.974   292,470.200   MT  1.00013148   -1 02 25.3
 AT1039
 AT1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1039!SPC LA S     -   1.00000377  x   1.00003065  =   1.00003442
 AT1039!UTM  16      -   1.00000377  x   1.00013148  =   1.00013525
 AT1039
 AT1039|---------------------------------------------------------------------|
 AT1039| PID    Reference Object                     Distance      Geod. Az  |
 AT1039|                                                           dddmmss.s |
 AT1039| DD7267 JACKS 3 RM 3                         10.899 METERS 20752     |
 AT1039| AT1028 GARDEN ISLAND FREEPORT CO TANK      APPROX.10.2 KM 2152409.2 |
 AT1039| DD7268 JACKS 3 RM 4                          7.855 METERS 28821     |
 AT1039| DD7266 JACKS 3 AZ MK                                      3300918.0 |
 AT1039|---------------------------------------------------------------------|
 AT1039
 AT1039                          SUPERSEDED SURVEY CONTROL
 AT1039
 AT1039  NAD 83(1986)-  29 10 03.57306(N)    089 08 02.01421(W) AD(       ) 2
 AT1039  NAD 27      -  29 10 02.77057(N)    089 08 01.83603(W) AD(       ) 2
 AT1039
 AT1039.Superseded values are not recommended for survey control.
 AT1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1039.See file dsdata.txt to determine how the superseded data were derived.
 AT1039
 AT1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9247028445(NAD 83)
 AT1039_MARKER: DS = TRIANGULATION STATION DISK
 AT1039_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1039+WITH SETTING: INFORMATION.
 AT1039_SP_SET: PREFABRICATED CONCRETE POST
 AT1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1039
 AT1039  HISTORY     - Date     Condition        Report By
 AT1039  HISTORY     - 1966     MONUMENTED       CGS
 AT1039  HISTORY     - 1969     POOR             CGS
 AT1039  HISTORY     - 1970     SEE DESCRIPTION  NGS
 AT1039
 AT1039                          STATION DESCRIPTION
 AT1039
 AT1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1039'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF VENICE, ABOUT 5-1/2
 AT1039'MILES SOUTHEAST OF
 AT1039'DELTA TEXACO INSTALLATION, ABOUT 5 MILES NORTHWEST
 AT1039'OF FORKS OF NORTHEAST PASS AND
 AT1039'SOUTHEAST PASS, ABOUT 2-1/2 MILES
 AT1039'NORTH OF SOUTHEAST PASS AND ON THE SOUTH BANK OF
 AT1039'PASS A LOUTRE ON
 AT1039'EAST SIDE OF TIN COVERED BUILDING.
 AT1039'
 AT1039'STATION MARK, A STANDARD DISK STAMPED JACKS 3 1966, IS CRIMPED TO THE
 AT1039'TOP OF A 5/8 INCH
 AT1039'COPPER WELD GROUND ROD 36 FEET LONG WHICH IS
 AT1039'ENCASED IN A 4 INCH ORANGEBERG SOIL
 AT1039'PIPE AND PROJECTS 25 INCHES.  THE
 AT1039'MARK IS 40 FEET WEST OF WEST END OF DOCK, 31 FEET
 AT1039'NORTHEAST OF
 AT1039'SOUTHEAST CORNER OF TIN BUILDING AND 28 FEET EAST OF NORTHEAST
 AT1039'CORNER OF TIN
 AT1039'BUILDING.
 AT1039'
 AT1039'REFERENCE MARK 3, A STANDARD DISK STAMPED JACKS 3 NO 3 1966, IS
 AT1039'CRIMPED TO THE TOP
 AT1039'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 AT1039'WHICH IS ENCASED IN A 4 INCH
 AT1039'ORANGEBERG SOIL PIPE.  THE MARK PROJECTS
 AT1039'26 INCHES, IS 40 FEET SOUTH-SOUTHEAST OF
 AT1039'NORTHEAST CORNER OF TIN
 AT1039'BUILDING AND 8 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF
 AT1039'BUILDING.
 AT1039'
 AT1039'REFERENCE MARK 4, A STANDARD DISK STAMPED JACKS 3 NO 4 1966, IS
 AT1039'CRIMPED TO THE TOP
 AT1039'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 AT1039'WHICH IS ENCASED IN A 4 INCH
 AT1039'ORANGEBERG SOIL PIPE.  THE MARK PROJECTS
 AT1039'29 INCHES, 33 FEET NORTH OF SOUTHEAST CORNER OF
 AT1039'BUILDING, 3 FEET
 AT1039'NORTHEAST OF NORTHEAST CORNER OF BUILDING AND IS ABOUT 2 FEET
 AT1039'LOWER IN
 AT1039'ELEVATION THAN STATION.
 AT1039'
 AT1039'AZIMUTH MARK, A STANDARD DISK STAMPED JACKS 3 1966, IS CRIMPED TO THE
 AT1039'TOP OF A 5/8 INCH
 AT1039'COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1039'ENCASED IN A 4 INCH ORANGEBERG SOIL
 AT1039'PIPE WHICH PROJECTS ABOUT 3 FEET.
 AT1039'THE MARK IS 20 FEET NORTH OF WATER EDGE AND 1 FOOT
 AT1039'WEST OF WITNESS
 AT1039'POST.
 AT1039'
 AT1039'TO REACH AZIMUTH MARK FROM STATION, CROSS PASS A LOUTRE TO MARK ON
 AT1039'NORTH BANK AS
 AT1039'DESCRIBED.
 AT1039'
 AT1039'NOTICE, STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1039'OBSERVING UNIT
 AT1039'REACHED STATION BY FLOATPLANE AND HELICOPTER.
 AT1039'
 AT1039'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 AT1039
 AT1039                          STATION RECOVERY (1969)
 AT1039
 AT1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1039'THIS STATION WAS RECOVERED BY HELICOPTER AND WAS FOUND IN NEED OF
 AT1039'REPAIRS.  THE ROD MARKS AND RMS WERE IN GOOD CONDITION.
 AT1039
 AT1039                          STATION RECOVERY (1970)
 AT1039
 AT1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1039'THE STATION WAS VISITED 4/1/70 AND REFERENCE MARKS 3 AND 4 WERE
 AT1039'FOUND IN GOOD CONDITION.  THE STATION MARK DISK HAD BEEN REMOVED
 AT1039'FROM THE ROD AND THE ROD CUT OFF AT GROUND LEVEL.  THE ORIGINAL
 AT1039'POINT WAS REESTABLISHED FROM THE ANGLE BETWEEN THE REFERENCE MARKS
 AT1039'AND A NEW STATION MARK SET.  THE AZIMUTH MARK WAS FOUND LEANING
 AT1039'OVER AND IS OF NO VALUE.  A NEW DESCRIPTION FOLLOWS--
 AT1039'
 AT1039'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF VENICE, 5-1/2
 AT1039'MILES SOUTHEAST OF THE DELTA TEXACO INSTALATION, 7 MILES EAST OF
 AT1039'HEAD OF PASSES, 2-1/2 MILES NORTH OF SOUTHEAST PASS AND ON THE
 AT1039'SOUTH SIDE OF PASS A LOUTRE ON THE WEST BANK OF AN OIL COMPANY
 AT1039'LOCATION CANAL.  IT IS ON THE NORTH POINT OF A SPOIL BANK AT THE
 AT1039'SITE OF AN OLD CAMP, 47 FEET WEST OF 20 INCH DIAMETER CONCRETE
 AT1039'PIPE STANDING ON END AND PROJECTING ABOUT 3 FEET ABOVE THE MARSH,
 AT1039'34 FEET WEST OF THE WEST END OF A SMALL BOARD DOCK, 1 FOOT WEST OF
 AT1039'A WITNESS POST AND ABOUT 4 FEET ABOVE SEA LEVEL.  IT IS A C AND
 AT1039'GS TRIANGULATION STATION DISK, STAMPED JACKS 3 1966 1970,
 AT1039'CRIMPED TO THE TOP OF COPPER COATED STEEL ROD DRIVEN 23 FEET
 AT1039'INTO THE MARSH AND PROJECTING 1 FOOT.  IT IS PROTECTED BY A FOUR
 AT1039'FOOT LENGTH OF IRON SOIL PIPE THAT ALSO PROJECTS 1 FOOT.
 AT1039'
 AT1039'REFERENCE MARK NO. 3 IS 35.76 FEET SOUTHWEST OF THE STATION.  IT IS
 AT1039'AT THE WEST BASE OF THE SPOIL BANK, 33.5 FEET SOUTHEAST OF THE
 AT1039'CONCRETE PIPE AND SET IN THE MARSH.  IT IS A C AND GS REFERENCE
 AT1039'MARK DISK, STAMPED JACKS 3 NO. 3 1966 CRIMPED TO THE TOP OF A
 AT1039'COPPER COATED STEEL ROD THAT IS DRIVEN 22 FEET INTO THE MARSH
 AT1039'AND PROJECTING 2 FEET.  IT IS PROTECTED BY A SECTION OF PLASTIC PIPE
 AT1039'THAT ALSO PROJECTS 2 FEET.
 AT1039'
 AT1039'REFERENCE MARK NO. 4 IS 25.77 FEET NORTHWEST OF THE STATION.  IT IS
 AT1039'29.5 FEET NORTHEAST OF THE CONCRETE PIPE AND AT THE WEST BASE OF THE
 AT1039'SPOIL BANK.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED JACKS 3
 AT1039'NO 4 1966, CRIMPED TO THE TOP OF A COPPER COATED STEEL ROD DRIVEN 22
 AT1039'INTO THE MARSH AND PROJECTING 2 FEET.  IT IS PROTECTED BY A SECTION
 AT1039'OF PLASTIC PIPE THAT ALSO PROJECTS 2 FEET.
 AT1039'
 AT1039'THE STATION CAN ONLY BE REACHED BY BOAT OR AIRCRAFT.
 AT1039'
 AT1039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MI. SOUTHWEST
 AT1039'OF VENICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0020 ***********************************************************************
 AT0020  DESIGNATION -  JACKSON
 AT0020  PID         -  AT0020
 AT0020  STATE/COUNTY-  LA/PLAQUEMINES
 AT0020  USGS QUAD   -  TRIUMPH (1993)
 AT0020
 AT0020                         *CURRENT SURVEY CONTROL
 AT0020  ___________________________________________________________________
 AT0020* NAD 83(1992)-  29 21 25.27600(N)    089 27 21.89313(W)     ADJUSTED  
 AT0020* NAVD 88     -         3.52   (+/-2cm)      11.5  **(feet)  VERTCON   
 AT0020  **This station is located in a subsidence area (see below).
 AT0020  ___________________________________________________________________
 AT0020  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AT0020  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AT0020
 AT0020  HORZ ORDER  -  THIRD
 AT0020  VERT ORDER  -  FIRST     CLASS I (See Below)
 AT0020
 AT0020.The horizontal coordinates were established by classical geodetic methods
 AT0020.and adjusted by the National Geodetic Survey in January 1993..
 AT0020
 AT0020 ** The orthometric height has not been validated since last determined
 AT0020 ** by differential leveling and should not be used for control purposes.
 AT0020 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0020 ** area with valid NAVD 88 orthometric heights.
 AT0020 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0020 ** epoch indicated which incorporates improved geoid heights for the
 AT0020 ** Southern Louisiana Subsidence area.
 AT0020 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0020.The vertical order pertains to the NGVD 29 superseded value.
 AT0020
 AT0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0020
 AT0020.The geoid height was determined by GEOID03.
 AT0020
 AT0020;                    North         East     Units Scale Factor Converg.
 AT0020;SPC LA S     -    96,490.998 1,182,275.009   MT  0.99998842   +0 56 19.1
 AT0020;SPC LA S     -   316,570.88  3,878,847.26   sFT  0.99998842   +0 56 19.1
 AT0020;UTM  16      - 3,250,047.918   261,566.312   MT  1.00030155   -1 12 16.8
 AT0020
 AT0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0020!SPC LA S     -   1.00000324  x   0.99998842  =   0.99999166
 AT0020!UTM  16      -   1.00000324  x   1.00030155  =   1.00030479
 AT0020
 AT0020:                Primary Azimuth Mark                     Grid Az
 AT0020:SPC LA S     -  JACKSON AZ MK                            058 28 46.2
 AT0020:UTM  16      -  JACKSON AZ MK                            060 37 22.1
 AT0020
 AT0020|---------------------------------------------------------------------|
 AT0020| PID    Reference Object                     Distance      Geod. Az  |
 AT0020|                                                           dddmmss.s |
 AT0020| DD7269 JACKSON AZ MK                                      0592505.3 |
 AT0020| AT1088 BOOTHVILLE MUNICIPAL TANK           APPROX. 6.8 KM 1214837.2 |
 AT0020| AT0019 JACKSON RM 1                         20.532 METERS 17404     |
 AT0020| AT1119 BURAS MUNICIPAL TANK                APPROX. 6.9 KM 2682150.3 |
 AT0020| AT1118 BURAS MICROWAVE TOWER               APPROX. 7.4 KM 2685831.9 |
 AT0020| AT0021 JACKSON RM 2                         15.003 METERS 35415     |
 AT0020|---------------------------------------------------------------------|
 AT0020
 AT0020                          SUPERSEDED SURVEY CONTROL
 AT0020
 AT0020  NAD 83(1986)-  29 21 25.28283(N)    089 27 21.90148(W) AD(       ) 3
 AT0020  NAD 27      -  29 21 24.48675(N)    089 27 21.68923(W) AD(       ) 3
 AT0020  NGVD 29 (??/??/??)    3.604  (m)           11.82   (f) ADJUSTED    1 1
 AT0020
 AT0020.Superseded values are not recommended for survey control.
 AT0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0020.See file dsdata.txt to determine how the superseded data were derived.
 AT0020
 AT0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6156650048(NAD 83)
 AT0020_MARKER: DS = TRIANGULATION STATION DISK
 AT0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0020_STAMPING: JACKSON 1966
 AT0020_MARK LOGO: CGS   
 AT0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0020+STABILITY: SURFACE MOTION
 AT0020
 AT0020  HISTORY     - Date     Condition        Report By
 AT0020  HISTORY     - 1966     MONUMENTED       CGS
 AT0020  HISTORY     - 1971     GOOD             NGS
 AT0020  HISTORY     - 1975     GOOD             NGS
 AT0020  HISTORY     - 1984     GOOD             NGS
 AT0020
 AT0020                          STATION DESCRIPTION
 AT0020
 AT0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0020'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF EMPIRE, ABOUT 7
 AT0020'MILES NORTHWEST OF
 AT0020'VENICE, ABOUT 3-3/4 MILES EAST OF BURAS AND ON THE
 AT0020'NORTHWEST CORNER OF FORT AT FORT
 AT0020'JACKSON.
 AT0020'
 AT0020'TO REACH FROM THE BURAS HIGH SCHOOL IN BURAS, GO SOUTHEAST ON STATE
 AT0020'HIGHWAY 23 FOR 4.4
 AT0020'MILES TO SIGN ON RIGHT FORT JACKSON AND ENTRANCE
 AT0020'TO FORT ON LEFT, TURN LEFT AND GO
 AT0020'0.05 MILE TO CROSS ROAD, CONTINUE
 AT0020'STRAIGHT AHEAD EASTERLY THENCE RIGHT SOUTHERLY
 AT0020'FOLLOWING ROAD FOR
 AT0020'0.35 MILE TO FORK AT ENTRANCE TO FORT, (TO REACH AZIMUTH MARK
 AT0020'FROM HERE KEEP
 AT0020'STRAIGHT AHEAD FOR 0.3 MILE TO MARK ON RIGHT AS
 AT0020'DESCRIBED.), TURN RIGHT
 AT0020'CROSSING BRIDGE PASSING THROUGH UNDERPASS FOR
 AT0020'0.05 MILE TO STATION ON LEFT AS DESCRIBED.
 AT0020'
 AT0020'STATION MARK, A STANDARD DISK STAMPED JACKSON 1966, IS SET IN THE TOP
 AT0020'OF A CONCRETE
 AT0020'CYLINDER WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS 48
 AT0020'FEET NORTH OF TUNNEL ENTRANCE TO
 AT0020'STATION, 24 FEET EAST OF FENCE ON
 AT0020'WEST WALL, 14.8 FEET EAST OF WEST WALL AND 1.6 FEET
 AT0020'SOUTHEAST OF THE
 AT0020'WITNESS POST.
 AT0020'
 AT0020'REFERENCE MARK 1, A STANDARD DISK STAMPED JACKSON NO 1 1966, IS SET
 AT0020'IN A DRILL HOLE IN
 AT0020'A CIRCULAR GUN FOUNDATION WHICH PROJECTS ABOUT 8
 AT0020'INCHES.  THE MARK IS 68 FEET SOUTH OF
 AT0020'WITNESS POST, 30 FEET SOUTHWEST
 AT0020'OF NORTH END OF GUARD RAIL, 19.5 FEET EAST OF WEST FENCE
 AT0020'AND 12.5 FEET
 AT0020'NORTH-NORTHWEST OF LIGHT POLE.
 AT0020'
 AT0020'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED JACKSON NO 2
 AT0020'1966, IS SET IN A
 AT0020'DRILL HOLE IN SOUTHEAST CORNER OF GRANITE GUN
 AT0020'FOUNDATION WHICH PROJECTS ABOUT 12
 AT0020'INCHES ON THE SOUTH SIDE.  THE
 AT0020'MARK IS 48.7 FEET NORTH OF WITNESS POST, 43.3 FEET
 AT0020'SOUTHWEST OF
 AT0020'CENTER ONE OF 3 FLAG POLES, 26 FEET NORTHEAST OF NORTHWEST INSIDE
 AT0020'WALL AND 20 FEET
 AT0020'WEST OF TREE.
 AT0020'
 AT0020'AZIMUTH MARK, A STANDARD DISK STAMPED JACKSON 1966, IS SET IN TOP OF
 AT0020'A CONCRETE
 AT0020'CYLINDER WHICH PROJECTS 4 INCHES.  THE MARK IS 106 FEET
 AT0020'SOUTHEAST OF UTILITY POLE
 AT0020'WITH METER HEAD, 87 FEET EAST OF A 2 FOOT
 AT0020'PIPE, 10 FEET SOUTH OF CENTER OF ROAD AND 2
 AT0020'FEET WEST OF WITNESS
 AT0020'POST.
 AT0020'
 AT0020'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AT0020
 AT0020                          STATION RECOVERY (1971)
 AT0020
 AT0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0020'5.3 MI SE FROM BURAS.
 AT0020'ABOUT 4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE HIGH SCHOOL
 AT0020'AT BURAS, THENCE ABOUT 0.4 MILE NORTHWEST AND NORTH ALONG THE ENTRANCE
 AT0020'DRIVE (SHELL ROAD) TO FORT JACKSON, AT FORT JACKSON, ON TOP OF THE
 AT0020'FIRST LEVEL OF EARTH FILLED BRICK LINED WALLS, 50 FEET NORTH OF THE
 AT0020'APPROXIMATE CENTER LINE OF TUNNEL WHICH SERVES AS ENTRANCE TO FORT, 14
 AT0020'YARDS NORTHWEST OF THE TOP OF THE NORTHEAST CORNER OF TUNNEL (MEASURED
 AT0020'ALONG TOP OF WALL), 70 FEET SOUTH OF THE WEST ONE OF THREE FLAGPOLES,
 AT0020'14.7 FEET EAST OF THE EAST FACE OF THE WEST BRICK WALL WHICH SUPPORTS
 AT0020'THE EARTH FILL FOR THE TOP LAYER OF THE FORT, AT THE WEST END AND
 AT0020'OVERLOOKING THE PARADE GROUNDS OF THE FORT, 1.6 FEET SOUTHEAST OF A
 AT0020'METAL WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF THE PARADE
 AT0020'GROUNDS AND SET IN TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 AT0020
 AT0020                          STATION RECOVERY (1975)
 AT0020
 AT0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AT0020'RECOVERED IN GOOD CONDITION.
 AT0020
 AT0020                          STATION RECOVERY (1984)
 AT0020
 AT0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0020'RECOVERED IN GOOD CONDITION, NOT LEVELED OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2993 ***********************************************************************
 BK2993  DESIGNATION -  JACKSON
 BK2993  PID         -  BK2993
 BK2993  STATE/COUNTY-  LA/ALLEN
 BK2993  USGS QUAD   -  OBERLIN (1994)
 BK2993
 BK2993                         *CURRENT SURVEY CONTROL
 BK2993  ___________________________________________________________________
 BK2993* NAD 83(1992)-  30 31 29.22546(N)    092 46 23.66746(W)     ADJUSTED  
 BK2993* NAVD 88     -        16.5    (meters)      54.     (feet)  VERTCON   
 BK2993  ___________________________________________________________________
 BK2993  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BK2993  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2993
 BK2993  HORZ ORDER  -  FIRST
 BK2993
 BK2993.The horizontal coordinates were established by classical geodetic methods
 BK2993.and adjusted by the National Geodetic Survey in January 1993..
 BK2993
 BK2993.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2993
 BK2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2993
 BK2993.The geoid height was determined by GEOID03.
 BK2993
 BK2993;                    North         East     Units Scale Factor Converg.
 BK2993;SPC LA S     -   225,307.139   861,813.611   MT  0.99996742   -0 43 11.9
 BK2993;SPC LA S     -   739,195.17  2,827,466.82   sFT  0.99996742   -0 43 11.9
 BK2993;UTM  15      - 3,376,959.958   521,754.426   MT  0.99960584   +0 06 54.6
 BK2993
 BK2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2993!SPC LA S     -   1.00000168  x   0.99996742  =   0.99996910
 BK2993!UTM  15      -   1.00000168  x   0.99960584  =   0.99960752
 BK2993
 BK2993:                Primary Azimuth Mark                     Grid Az
 BK2993:SPC LA S     -  OBERLIN MUNICIPAL TANK                   006 00 07.9
 BK2993:UTM  15      -  OBERLIN MUNICIPAL TANK                   005 10 01.4
 BK2993
 BK2993|---------------------------------------------------------------------|
 BK2993| PID    Reference Object                     Distance      Geod. Az  |
 BK2993|                                                           dddmmss.s |
 BK2993| BK2997 OBERLIN MUNICIPAL TANK              APPROX.10.6 KM 0051656.0 |
 BK2993| BK2874 ELTON RICE DRIER TANK               APPROX. 9.3 KM 1203407.6 |
 BK2993| BK2876 ELTON MUNICIPAL TANK                APPROX. 8.7 KM 1232520.0 |
 BK2993| CW1514 JACKSON RM 1                         23.515 METERS 22858     |
 BK2993| BK2957 KINDER SHELL PIPE MICROWAVE         APPROX. 9.7 KM 2303657.8 |
 BK2993| BK2959 KINDER SW STATES TEL MW LIGHT       APPROX. 8.5 KM 2393935.4 |
 BK2993| BK2954 KINDER MUNICIPAL TANK               APPROX. 8.1 KM 2411000.6 |
 BK2993| BK2996 BOISE                               APPROX. 9.2 KM 3004017.2 |
 BK2993| CW1515 JACKSON RM 2                         31.526 METERS 32440     |
 BK2993| BK2994 OBERLIN LOOKOUT TOWER               APPROX. 8.8 KM 3593904.0 |
 BK2993|---------------------------------------------------------------------|
 BK2993
 BK2993                          SUPERSEDED SURVEY CONTROL
 BK2993
 BK2993  NAD 83(1986)-  30 31 29.24549(N)    092 46 23.66076(W) AD(       ) 1
 BK2993  NAD 27      -  30 31 28.52553(N)    092 46 23.13771(W) AD(       ) 1
 BK2993  NGVD 29 (07/19/86)   16.5    (m)           54.     (f) VERT ANG       
 BK2993
 BK2993.Superseded values are not recommended for survey control.
 BK2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2993.See file dsdata.txt to determine how the superseded data were derived.
 BK2993
 BK2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2175476960(NAD 83)
 BK2993_MARKER: DS = TRIANGULATION STATION DISK
 BK2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2993
 BK2993  HISTORY     - Date     Condition        Report By
 BK2993  HISTORY     - 1974     MONUMENTED       NGS
 BK2993
 BK2993                          STATION DESCRIPTION
 BK2993
 BK2993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2993'THE STATION IS LOCATED 5 MILES NORTHWEST OF ELTON, 5 MILES NORTHEAST
 BK2993'OF KINDER, 2-3/4 MILES NORTH OF LAUDERDALE AND ON PROPERTY OWNED BY
 BK2993'THE J. A. BEL ET AL LAND DEPARTMENT, 414 PUJO STREET, LAKE CHARLES,
 BK2993'LOUISIANA 70601, TELEPHONE NUMBER 436-9401.
 BK2993'
 BK2993'TO REACH THE STATION FROM THE POST OFFICE IN ELTON, GO WEST ON U. S.
 BK2993'HIGHWAY 190 FOR 4.5 MILES TO A CROSSROAD AND THE JUNCTION OF STATE
 BK2993'HIGHWAY 99 LEADING SOUTH.  TURN RIGHT, GO NORTH ON A PAVED ROAD FOR
 BK2993'2.85 MILES TO A WIRE GATE ON THE RIGHT AND THE STATION.
 BK2993'
 BK2993'THE STATION MARKS ARE STANDARD DISKS STAMPED JACKSON 1974.  THE
 BK2993'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2993'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 99.5 FEET NORTHEAST
 BK2993'OF A FENCE CORNER, 84 FEET EAST OF THE CENTER OF THE PAVED ROAD,
 BK2993'78.5 FEET NORTH OF AN EAST-WEST WIRE FENCE, 69 FEET SOUTHEAST OF
 BK2993'THE NORTH GATE POST FOR THE WIRE GATE, 60 FEET EAST OF A
 BK2993'NORTH-SOUTH WIRE FENCE AND 30 FEET WEST OF AN 18-INCH PINE
 BK2993'TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 BK2993'OF CONCRETE 43 INCHES BELOW THE GROUND SURFACE.
 BK2993'
 BK2993'REFERENCE MARK 1, A STANDARD DISK STAMPED JACKSON NO 1 1974, IS
 BK2993'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2993'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 29.5 FEET NORTH
 BK2993'OF THE FENCE CORNER, 25 FEET EAST OF THE CENTER OF THE PAVED ROAD,
 BK2993'2.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 1.5 FEET EAST OF
 BK2993'THE NORTH-SOUTH WIRE FENCE.
 BK2993'
 BK2993'REFERENCE MARK 2, A STANDARD DISK STAMPED JACKSON NO 2 1974, IS SET
 BK2993'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK2993'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET EAST OF THE
 BK2993'CENTER OF THE PAVED ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 BK2993'SET IN THE NORTH-SOUTH FENCE LINE.
 BK2993'
 BK2993'NOTE--NO SUITABLE LOCATION WAS FOUND FOR REFERENCE MARK 3 (AZ. MK.).
 BK2993'
 BK2993'NO MEASUREMENT BETWEEN THE RMS, PINE TREES ON LINE.
 BK2993'
 BK2993'NEAREST TOWN--LAUDERDALE.
 BK2993'
 BK2993'HEIGHT OF LIGHT ABOVE STATION MARK 40.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2885 ***********************************************************************
 CP2885  DESIGNATION -  JACKSON
 CP2885  PID         -  CP2885
 CP2885  STATE/COUNTY-  LA/WEST CARROLL
 CP2885  USGS QUAD   -  KILBOURNE (1988)
 CP2885
 CP2885                         *CURRENT SURVEY CONTROL
 CP2885  ___________________________________________________________________
 CP2885* NAD 83(1992)-  32 53 47.45200(N)    091 21 59.56920(W)     ADJUSTED  
 CP2885* NAVD 88     -        36.1    (meters)     118.     (feet)  VERTCON   
 CP2885  ___________________________________________________________________
 CP2885  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CP2885  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP2885
 CP2885  HORZ ORDER  -  FIRST
 CP2885
 CP2885.The horizontal coordinates were established by classical geodetic methods
 CP2885.and adjusted by the National Geodetic Survey in September 1999..
 CP2885
 CP2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2885
 CP2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2885
 CP2885.The geoid height was determined by GEOID03.
 CP2885
 CP2885;                    North         East     Units Scale Factor Converg.
 CP2885;SPC LA N     -   266,282.518 1,106,052.792   MT  1.00006049   +0 35 57.3
 CP2885;SPC LA N     -   873,628.56  3,628,774.87   sFT  1.00006049   +0 35 57.3
 CP2885;UTM  15      - 3,640,997.612   652,776.812   MT  0.99988780   +0 53 14.4
 CP2885
 CP2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2885!SPC LA N     -   0.99999842  x   1.00006049  =   1.00005891
 CP2885!UTM  15      -   0.99999842  x   0.99988780  =   0.99988622
 CP2885
 CP2885:                Primary Azimuth Mark                     Grid Az
 CP2885:SPC LA N     -  KILBOURNE TRKLINE GAS RAD MAST           034 19 02.8
 CP2885:UTM  15      -  KILBOURNE TRKLINE GAS RAD MAST           034 01 45.7
 CP2885
 CP2885|---------------------------------------------------------------------|
 CP2885| PID    Reference Object                     Distance      Geod. Az  |
 CP2885|                                                           dddmmss.s |
 CP2885| CP2879 KILBOURNE TRKLINE GAS RAD MAST      APPROX.11.0 KM 0345500.1 |
 CP2885| CY4756 JACKSON RM 1                         35.841 METERS 08632     |
 CP2885| CP2889 OAK GROVE RAD STA KWCL MAST         APPROX. 4.2 KM 1682952.6 |
 CP2885| CY4757 JACKSON RM 2                         35.969 METERS 19257     |
 CP2885| CP2890 OAK GROVE MUNICIPAL TANK            APPROX. 4.4 KM 2111136.7 |
 CP2885| CP2908 TIGER                               APPROX. 7.7 KM 3071338.7 |
 CP2885| CP2886 JACKSON AZ MK                       280.644 METERS 32717     |
 CP2885|---------------------------------------------------------------------|
 CP2885
 CP2885                          SUPERSEDED SURVEY CONTROL
 CP2885
 CP2885  NAD 83(1992)-  32 53 47.45264(N)    091 21 59.56888(W) AD(       ) 1
 CP2885  NAD 83(1992)-  32 53 47.45312(N)    091 21 59.56735(W) AD(       ) 1
 CP2885  NAD 83(1986)-  32 53 47.46541(N)    091 21 59.56197(W) AD(       ) 1
 CP2885  NAD 27      -  32 53 47.00648(N)    091 21 59.14804(W) AD(       ) 1
 CP2885  NGVD 29 (07/19/86)   36.2    (m)          119.     (f) VERT ANG       
 CP2885
 CP2885.Superseded values are not recommended for survey control.
 CP2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2885.See file dsdata.txt to determine how the superseded data were derived.
 CP2885
 CP2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5277740998(NAD 83)
 CP2885_MARKER: DS = TRIANGULATION STATION DISK
 CP2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2885
 CP2885  HISTORY     - Date     Condition        Report By
 CP2885  HISTORY     - 1970     MONUMENTED       NGS
 CP2885  HISTORY     - 1976     GOOD             LADTD
 CP2885
 CP2885                          STATION DESCRIPTION
 CP2885
 CP2885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2885'NO MEASUREMENT BETWEEN RM 1-RM 2 DUE TO BUILDINGS ON LINE.
 CP2885'
 CP2885'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF LAKE
 CP2885'PROVIDENCE, 6-1/2 MILES SOUTH-SOUTHWEST OF KILBOURNE, 2-1/2 MILES
 CP2885'NORTH-NORTHEAST OF OAK GROVE AND 0.3 MILE EAST OF STATE HIGHWAY
 CP2885'17.  IT IS IN THE CENTER OF SECTION 17, T 22 N, R 11 E AND ON
 CP2885'PROPERTY OWNED BY MR. SAM JACKSON, HIS ADDRESS IS ROUTE 1, BOX
 CP2885'130, OAK GROVE, LOUISIANA.  PHONE NUMBER 428-2854.
 CP2885'
 CP2885'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 17
 CP2885'IN OAK GROVE, GO NORTHEASTERLY ON STATE HIGHWAY 17 FOR 2.4 MILES
 CP2885'TO A FIELD ROAD ON THE RIGHT, EAST SIDE OF ROAD.  (TO REACH AZIMUTH
 CP2885'MARK FROM HERE, CONTINUE NORTHEASTERLY ON STATE HIGHWAY 17 FOR
 CP2885'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF ROAD.  AS
 CP2885'DESCRIBED).  TURN RIGHT AND GO EAST AND NORTH FOLLOWING FIELD
 CP2885'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT, AS DESCRIBED.
 CP2885'
 CP2885'STATION MARKS ARE STANDARD DISK STAMPED JACKSON 1970.  THE
 CP2885'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2885'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET
 CP2885'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF BARN, 43 FEET
 CP2885'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 30 FEET SOUTH
 CP2885'OF A 14 INCH CEDAR TREE AND 24 FEET EAST OF METAL WITNESS POST
 CP2885'WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CP2885'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP2885'SURFACE.
 CP2885'
 CP2885'REFERENCE MARK 1, A STANDARD DISK STAMPED JACKSON NO 1 1970,
 CP2885'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2885'IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET NORTHEAST OF THE
 CP2885'NORTHEAST CORNER OF BARN, 31 FEET SOUTH OF A 10 INCH WALNUT TREE
 CP2885'AND 0.8 FOOT WEST OF FENCE.
 CP2885'
 CP2885'REFERENCE MARK 2, A STANDARD DISK STAMPED JACKSON NO 2 1970,
 CP2885'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2885'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTHWEST
 CP2885'OF THE SOUTHWEST CORNER OF BARN, 37 FEET SOUTH OF THE APPROXIMATE
 CP2885'CENTER OF DRIVEWAY TO BARN, 25 FEET EAST OF THE APPROXIMATE
 CP2885'CENTER OF FIELD ROAD, 12 FEET NORTH OF THE NORTHWEST CORNER OF
 CP2885'SHED AND 10 FEET NORTH OF CORNER POST.
 CP2885'
 CP2885'AZIMUTH MARK, A STANDARD DISK STAMPED JACKSON 1970, IS SET IN
 CP2885'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2885'WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET WEST OF THE
 CP2885'CENTERLINE OF STATE HIGHWAY 17, 42 FEET SOUTH OF THE APPROXIMATE
 CP2885'CENTER OF DIRT ROAD, 30.5 FEET EAST OF THE EAST RAIL OF RAILROAD
 CP2885'TRACKS AND 2.8 FEET SOUTH-SOUTHEAST OF METAL WITNESS POST WITH
 CP2885'SIGN ATTACHED.
 CP2885'
 CP2885'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 CP2885
 CP2885                          STATION RECOVERY (1976)
 CP2885
 CP2885'RECOVERY NOTE BY LA TRANSP AND DEV 1976 (RT)
 CP2885'(NO MEASUREMENT BETWEEN RM 1 AND RM 2 BECAUSE OF BUILDING ON LINE.)
 CP2885'
 CP2885'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 CP2885'MARK WERE FOUND TO BE IN GOOD CONDITION.
 CP2885'
 CP2885'THE 1970 DESCRIPTION IS ADEQUATE TO FIND MARKS.
 CP2885'
 CP2885'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP2885'
 CP2885'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2885'2-1/2 MILES NORTH-NORTHEAST OF OAK GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3002 ***********************************************************************
 CQ3002  DESIGNATION -  JACKSON
 CQ3002  PID         -  CQ3002
 CQ3002  STATE/COUNTY-  LA/BIENVILLE
 CQ3002  USGS QUAD   -  GIBSLAND (1986)
 CQ3002
 CQ3002                         *CURRENT SURVEY CONTROL
 CQ3002  ___________________________________________________________________
 CQ3002* NAD 83(1992)-  32 31 26.96632(N)    093 03 48.58102(W)     ADJUSTED  
 CQ3002* NAVD 88     -       140.91   (+/-2cm)     462.3    (feet)  VERTCON   
 CQ3002  ___________________________________________________________________
 CQ3002  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CQ3002  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3002
 CQ3002  HORZ ORDER  -  FIRST
 CQ3002  VERT ORDER  -  THIRD ? (See Below)
 CQ3002
 CQ3002.The horizontal coordinates were established by classical geodetic methods
 CQ3002.and adjusted by the National Geodetic Survey in January 1993..
 CQ3002
 CQ3002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3002.The vertical order pertains to the NGVD 29 superseded value.
 CQ3002
 CQ3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3002
 CQ3002.The geoid height was determined by GEOID03.
 CQ3002
 CQ3002;                    North         East     Units Scale Factor Converg.
 CQ3002;SPC LA N     -   224,570.895   947,060.546   MT  0.99997061   -0 17 52.5
 CQ3002;SPC LA N     -   736,779.68  3,107,147.81   sFT  0.99997061   -0 17 52.5
 CQ3002;UTM  15      - 3,598,538.763   494,036.952   MT  0.99960044   -0 02 02.9
 CQ3002
 CQ3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3002!SPC LA N     -   0.99998192  x   0.99997061  =   0.99995253
 CQ3002!UTM  15      -   0.99998192  x   0.99960044  =   0.99958236
 CQ3002
 CQ3002:                Primary Azimuth Mark                     Grid Az
 CQ3002:SPC LA N     -  GIBSLAND COLEMANS COLLEGE CUP            008 55 06.6
 CQ3002:UTM  15      -  GIBSLAND COLEMANS COLLEGE CUP            008 39 17.0
 CQ3002
 CQ3002|---------------------------------------------------------------------|
 CQ3002| PID    Reference Object                     Distance      Geod. Az  |
 CQ3002|                                                           dddmmss.s |
 CQ3002| CQ3000 GIBSLAND COLEMANS COLLEGE CUP       APPROX. 1.5 KM 0083714.1 |
 CQ3002| CQ3004 GIBSLAND LA PWR LT RAD MAST         APPROX. 2.4 KM 0222258.3 |
 CQ3002| CQ2997 GIBSLAND MUNICIPAL TANK             APPROX. 2.2 KM 0241149.7 |
 CQ3002| CQ2995 FT WORTH ATLANTA AIRWAY BCN 25      APPROX. 1.5 KM 0564054.7 |
 CQ3002| CQ2957 ARCADIA W MUN TANK                  APPROX.13.0 KM 0754527.0 |
 CQ3002| CQ2949 ARCADIA MUNICIPAL TANK              APPROX.13.7 KM 0780440.2 |
 CQ3002| CQ2958 ARCADIA UNITED MICRO KGU 44         APPROX.11.3 KM 0852608.8 |
 CQ3002| CQ3075 SAILES                              APPROX.10.2 KM 1880036.9 |
 CQ3002| CX6547 JACKSON RM 1                        135.291 METERS 21522     |
 CQ3002| CX6549 JACKSON RM 3                         32.245 METERS 22950     |
 CQ3002| CQ3244 FT WORTH ATLANTA AIRWAY BCN 22      APPROX.43.9 KM 2712639.3 |
 CQ3002| CQ3025 FT WORTH ATLANTA AIRWAY BCN 23      APPROX.21.8 KM 2730512.0 |
 CQ3002| CQ3005 JACKSON RM A                         25.480 METERS 29006     |
 CQ3002| CX6546 JACKSON AZ MK                                      2982646.4 |
 CQ3002| CX6548 JACKSON RM 2                         68.748 METERS 31947     |
 CQ3002|---------------------------------------------------------------------|
 CQ3002
 CQ3002                          SUPERSEDED SURVEY CONTROL
 CQ3002
 CQ3002  NAD 83(1986)-  32 31 26.97933(N)    093 03 48.57175(W) AD(       ) 1
 CQ3002  NAD 27      -  32 31 26.42900(N)    093 03 47.98700(W) AD(       ) 1
 CQ3002  NGVD 29 (07/19/86)  140.98   (m)          462.5    (f) LEVELING    3  
 CQ3002
 CQ3002.Superseded values are not recommended for survey control.
 CQ3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3002.See file dsdata.txt to determine how the superseded data were derived.
 CQ3002
 CQ3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9403798539(NAD 83)
 CQ3002_MARKER: DD = SURVEY DISK
 CQ3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3002
 CQ3002  HISTORY     - Date     Condition        Report By
 CQ3002  HISTORY     - 1931     MONUMENTED       CGS
 CQ3002  HISTORY     - 1938     GOOD             LAGS
 CQ3002  HISTORY     - 1941     GOOD             CGS
 CQ3002  HISTORY     - 1965     GOOD             CGS
 CQ3002  HISTORY     - 1970     GOOD             USAF
 CQ3002  HISTORY     - 1971     GOOD             NGS
 CQ3002
 CQ3002                          STATION DESCRIPTION
 CQ3002
 CQ3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ3002'STATION IS ABOUT 1-1/2 MILES SW OF THE TOWN OF GIBSLAND,
 CQ3002'ON A HIGH CULTIVATED RIDGE, ON LAND OWNED BY THE HEIRS OF
 CQ3002'AMES JACKSON.  TO REACH FROM GIBSLAND GO 0.5 MILE S ON HIGHWAY
 CQ3002'89 TO JUNCTION WITH U.S. HIGHWAY 80, THEN 1.0 MILE W AND SW
 CQ3002'TO LANE LEADING S, FOLLOW LANE S AND E ABOUT 0.4 MILE, THEN
 CQ3002'TURN RIGHT (S) ABOUT 100 METERS (328 FEET) TO A NEGRO CABIN.
 CQ3002'STATION IS ON RIDGE ABOUT 250 METERS (820 FEET) E OF CABIN,
 CQ3002'AND 60 METERS (197 FEET) SE OF OLD WELL.  SURFACE, UNDERGROUND
 CQ3002'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CQ3002'CONCRETE.  REFERENCE
 CQ3002'MARK NO. 1 IS S OF SADDLE IN RIDGE, IN AN E AND W RAIL
 CQ3002'FENCE, AND 115 METERS (377 FEET) FROM STATION S 35 DEG 22 MIN W.
 CQ3002'REFERENCE MARK NO. 2 IS NEAR THE W END
 CQ3002'OF RIDGE, 4 METERS (13 FEET) E OF OLD WELL, AND 68.72
 CQ3002'METERS (225.5 FEET) FROM STATION N 40 DEG 13 MIN W.
 CQ3002
 CQ3002                          STATION RECOVERY (1938)
 CQ3002
 CQ3002'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1938
 CQ3002'STATION RECOVERED AS DESCRIBED.
 CQ3002
 CQ3002                          STATION RECOVERY (1941)
 CQ3002
 CQ3002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3002'STATION RECOVERED AS DESCRIBED.  A NEW AZIMUTH MARK WAS
 CQ3002'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 CQ3002'STATION IS ABOUT 1-1/2 MILES SW OF THE TOWN OF GIBSLAND,
 CQ3002'ON A HIGH RIDGE, ON PROPERTY OWNED BY THE HEIRS OF AMES JACKSON.
 CQ3002'IT IS ON THE HIGHEST POINT OF A HILL NEAR THE S EDGE OF A
 CQ3002'CLEARING ONCE CULTIVATED.  THE STATION MARK, A STANDARD
 CQ3002'BRONZE DISK SET IN A SQUARE BLOCK OF CONCRETE, IS STAMPED
 CQ3002'JACKSON 1931 AND PROJECTS ABOUT 2 INCHES.
 CQ3002'
 CQ3002'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 CQ3002'OF CONCRETE, IS ABOUT 90 FEET SW OF A LARGE PILE OF ROCKS AT
 CQ3002'THE S EDGE OF THE CLEARING JUST INSIDE OF WOODS, IS STAMPED
 CQ3002'JACKSON NO. 1 1931 AND PROJECTS ABOUT 8 INCHES.
 CQ3002'
 CQ3002'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN A SQUARE
 CQ3002'BLOCK OF CONCRETE, IS NEAR THE W EDGE OF THE RIDGE, 13 FEET
 CQ3002'E OF AN OLD WELL, IS STAMPED JACKSON NO. 2 1931 AND PROJECTS
 CQ3002'ABOUT 1 FOOT.
 CQ3002'
 CQ3002'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN A SQUARE
 CQ3002'BLOCK OF CONCRETE, IS 30 FEET N OF THE CENTER OF A GRAVEL
 CQ3002'ROAD, 5 FEET S OF A FENCE, IS STAMPED JACKSON 1941 AND PROJECTS
 CQ3002'ABOUT 6 INCHES.
 CQ3002'
 CQ3002'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 CQ3002'MAIN ROAD, TURN LEFT AND FOLLOW GRAVEL ROAD 0.3 MILE TO THE
 CQ3002'AZIMUTH MARK ON THE RIGHT.
 CQ3002'
 CQ3002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CQ3002'AND STATE HIGHWAY 89 IN GIBSLAND, GO S ON STATE HIGHWAY 89
 CQ3002'FOR 0.5 MILE TO A SIDE ROAD RIGHT AT A SIGN OAK GROVE, TURN RIGHT
 CQ3002'AND GO 1.05 MILES TO A ROUGH TRAIL ROAD TO THE LEFT, TURN LEFT
 CQ3002'AND FOLLOW ROUGH TRAIL ROAD UPHILL PAST A HOUSE 0.35 MILE
 CQ3002'TO A DIM FORK, TAKE RIGHT FORK AND CONTINUE UPHILL E AND SE
 CQ3002'0.1 MILE TO THE HIGHEST POINT AND STATION.
 CQ3002
 CQ3002                          STATION RECOVERY (1965)
 CQ3002
 CQ3002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3002'STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED AND ARE
 CQ3002'IN GOOD CONDITION.
 CQ3002'
 CQ3002'THE AZIMUTH MARK WAS NOT FOUND.  THE MARK COULD HAVE BEEN
 CQ3002'DESTROYED DURING ROAD CONSTRUCTION.  NO SUITABLE LOCATION
 CQ3002'WAS FOUND TO ESTABLISH A NEW AZIMUTH MARK.
 CQ3002'
 CQ3002'REFERENCE MARK NUMBER 1 WAS NOT FOUND, BUT IT COULD BE STILL
 CQ3002'IN ITS ORIGINAL LOCATION.  THE RIDGE, ON WHICH THE STATION
 CQ3002'IS ESTABLISHED, IS NOW COVERED WITH PINE TREES AND HEAVY
 CQ3002'UNDERGROWTH.
 CQ3002'
 CQ3002'PROPERTY, ON WHICH THE STATION IS ESTABLISHED, IS STILL
 CQ3002'OWNED BY THE HEIRS OF THE AMES JACKSON ESTATE.
 CQ3002'
 CQ3002'A REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  MARK IS A
 CQ3002'STANDARD REFERENCE MARK DISK, STAMPED JACKSON NO 3 1931,
 CQ3002'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 CQ3002'ABOUT 3 INCHES.
 CQ3002'
 CQ3002'STATION MARK IS 2.7 FEET NORTHWEST OF A METAL WITNESS POST.
 CQ3002'
 CQ3002'REFERENCE MARK NUMBER 2 IS 6 FEET SOUTHWEST OF A TRIPLE
 CQ3002'TRUNK OAK TREE.
 CQ3002'
 CQ3002'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CQ3002'STATE HIGHWAY 154 WHICH IS IN THE SMALL TOWN OF GIBSLAND.
 CQ3002'GO SOUTH ON STATE HIGHWAY 154 FOR 0.5 MILE.  TURN RIGHT AND
 CQ3002'GO SOUTHWESTERLY, ON STATE HIGHWAY 794 FOR 1.1 MILE TO A
 CQ3002'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST AND
 CQ3002'SOUTH, ON THE GRAVELED ROAD FOR 0.4 MILE TO A SMALL HOUSE
 CQ3002'ON THE LEFT AND A ROAD WHICH ENTERS THE WOODS ON THE RIGHT.
 CQ3002'TURN RIGHT AND FOLLOW THE WOODS ROAD WHICH IS UPHILL AND
 CQ3002'ROUGH, FOR 0.15 MILE TO A FORK.  BEAR LEFT THEN RIGHT FOR
 CQ3002'ABOUT 200 FEET TO THE HIGHEST POINT AND STATION.
 CQ3002'
 CQ3002'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CQ3002
 CQ3002                          STATION RECOVERY (1970)
 CQ3002
 CQ3002'RECOVERY NOTE BY US AIR FORCE 1970
 CQ3002'STATION, AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION
 CQ3002'AS DESCRIBED.  REFERENCE MARKS 1 AND 2 ARE BELIEVED TO HAVE
 CQ3002'BEEN COVERED WITH BRUSH DUE TO PRELIMINARY ROAD CONSTRUCTION.
 CQ3002'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CQ3002'
 CQ3002'ROUTE DESCRIPTION IS ADEQUATE.
 CQ3002
 CQ3002                          STATION RECOVERY (1971)
 CQ3002
 CQ3002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (HCH)
 CQ3002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2886 ***********************************************************************
 CP2886  DESIGNATION -  JACKSON AZ MK
 CP2886  PID         -  CP2886
 CP2886  STATE/COUNTY-  LA/WEST CARROLL
 CP2886  USGS QUAD   -  KILBOURNE (1988)
 CP2886
 CP2886                         *CURRENT SURVEY CONTROL
 CP2886  ___________________________________________________________________
 CP2886* NAD 83(1992)-  32 53 55.11646(N)    091 22 05.40606(W)     ADJUSTED  
 CP2886* NAVD 88     -        36.000  (meters)     118.11   (feet)  ADJUSTED  
 CP2886  ___________________________________________________________________
 CP2886  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CP2886  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2886  DYNAMIC HT  -          35.961 (meters)     117.98  (feet)  COMP
 CP2886  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 CP2886
 CP2886  HORZ ORDER  -  SECOND
 CP2886  VERT ORDER  -  SECOND    CLASS II
 CP2886
 CP2886.The horizontal coordinates were established by classical geodetic methods
 CP2886.and adjusted by the National Geodetic Survey in September 1999..
 CP2886
 CP2886.The orthometric height was determined by differential leveling
 CP2886.and adjusted by the National Geodetic Survey in June 1991..
 CP2886
 CP2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2886
 CP2886.The geoid height was determined by GEOID03.
 CP2886
 CP2886.The dynamic height is computed by dividing the NAVD 88
 CP2886.geopotential number by the normal gravity value computed on the
 CP2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2886.degrees latitude (g = 980.6199 gals.).
 CP2886
 CP2886.The modeled gravity was interpolated from observed gravity values.
 CP2886
 CP2886;                    North         East     Units Scale Factor Converg.
 CP2886;SPC LA N     -   266,517.047 1,105,898.628   MT  1.00006113   +0 35 54.2
 CP2886;SPC LA N     -   874,398.01  3,628,269.08   sFT  1.00006113   +0 35 54.2
 CP2886;UTM  15      - 3,641,231.323   652,621.498   MT  0.99988722   +0 53 11.4
 CP2886
 CP2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2886!SPC LA N     -   0.99999844  x   1.00006113  =   1.00005957
 CP2886!UTM  15      -   0.99999844  x   0.99988722  =   0.99988566
 CP2886
 CP2886|---------------------------------------------------------------------|
 CP2886| PID    Reference Object                     Distance      Geod. Az  |
 CP2886|                                                           dddmmss.s |
 CP2886| CP2885 JACKSON                             280.644 METERS 14717     |
 CP2886| CP2887 62 H 022                            APPROX. 0.9 KM 2062600.5 |
 CP2886|---------------------------------------------------------------------|
 CP2886
 CP2886                          SUPERSEDED SURVEY CONTROL
 CP2886
 CP2886  NAD 83(1992)-  32 53 55.11706(N)    091 22 05.40570(W) AD(       ) 2
 CP2886  NAD 83(1992)-  32 53 55.11759(N)    091 22 05.40422(W) AD(       ) 2
 CP2886  NAD 83(1986)-  32 53 55.12984(N)    091 22 05.39880(W) AD(       ) 2
 CP2886  NAD 27      -  32 53 54.67127(N)    091 22 04.98510(W) AD(       ) 2
 CP2886  NGVD 29 (07/19/86)   35.2    (m)          115.     (f) VERT ANG       
 CP2886
 CP2886.Superseded values are not recommended for survey control.
 CP2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2886.See file dsdata.txt to determine how the superseded data were derived.
 CP2886
 CP2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5262141231(NAD 83)
 CP2886_MARKER: DZ = AZIMUTH MARK DISK
 CP2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2886_SP_SET: CONCRETE POST
 CP2886_STAMPING: JACKSON 1970
 CP2886_MARK LOGO: CGS   
 CP2886_PROJECTION: FLUSH
 CP2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2886+STABILITY: SURFACE MOTION
 CP2886
 CP2886  HISTORY     - Date     Condition        Report By
 CP2886  HISTORY     - 1970     MONUMENTED       NGS
 CP2886  HISTORY     - 1976     GOOD             LADTD
 CP2886  HISTORY     - 1985     GOOD             LADTD
 CP2886
 CP2886                          STATION DESCRIPTION
 CP2886
 CP2886'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP2886'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND WAS INCLUDED
 CP2886'IN A TRAVERSE AT THIS TIME.
 CP2886'
 CP2886'THE 1970 DESCRIPTION IS ADEQUATE TO FIND THE MARK.
 CP2886'
 CP2886'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP2886'
 CP2886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2886'2-1/2 MILES NORTH-NORTHEAST OF OAK GROVE.
 CP2886
 CP2886                          STATION RECOVERY (1985)
 CP2886
 CP2886'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP2886'4.8 KM (3.0 MI) NORTH FROM OAK GROVE.
 CP2886'4.8 KM (3 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE HIG
 CP2886'17 AND 2 IN OAK GROVE TO THE AZIMUTH MARK ON THE WEST SIDE OF THE
 CP2886'HIGHWAY, 13.1 METERS (43 FEET) WEST OF THE CENTERLINE OF STATE
 CP2886'HIGHWAY 17 AND 12.8 METERS (42 FEET) SOUTH OF THE CENTER OF A SHELL
 CP2886'ROAD.
 CP2886'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 CP2886'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4692 ***********************************************************************
 BJ4692  DESIGNATION -  JACKSON BAP CHURCH SPIRE
 BJ4692  PID         -  BJ4692
 BJ4692  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4692  USGS QUAD   -  JACKSON (1994)
 BJ4692
 BJ4692                         *CURRENT SURVEY CONTROL
 BJ4692  ___________________________________________________________________
 BJ4692* NAD 83(1992)-  30 50 18.67113(N)    091 12 53.04497(W)     ADJUSTED  
 BJ4692* NAVD 88     -                                                        
 BJ4692  ___________________________________________________________________
 BJ4692  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BJ4692  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4692
 BJ4692  HORZ ORDER  -  THIRD
 BJ4692
 BJ4692.The horizontal coordinates were established by classical geodetic methods
 BJ4692.and adjusted by the National Geodetic Survey in May 1994..
 BJ4692
 BJ4692
 BJ4692.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4692
 BJ4692.The geoid height was determined by GEOID03.
 BJ4692
 BJ4692;                    North         East     Units Scale Factor Converg.
 BJ4692;SPC LA S     -   259,226.602 1,011,346.081   MT  1.00003239   +0 03 33.5
 BJ4692;SPC LA S     -   850,479.28  3,318,057.93   sFT  1.00003239   +0 03 33.5
 BJ4692;UTM  15      - 3,413,069.884   670,731.968   MT  0.99995958   +0 54 55.4
 BJ4692
 BJ4692                          SUPERSEDED SURVEY CONTROL
 BJ4692
 BJ4692  NAD 83(1992)-  30 50 18.67341(N)    091 12 53.04476(W) AD(       ) 4
 BJ4692  NAD 83(1986)-  30 50 18.68813(N)    091 12 53.04012(W) AD(       ) 4
 BJ4692  NAD 27      -  30 50 18.03312(N)    091 12 52.65459(W) AD(       ) 3
 BJ4692
 BJ4692.Superseded values are not recommended for survey control.
 BJ4692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4692.See file dsdata.txt to determine how the superseded data were derived.
 BJ4692
 BJ4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7073213070(NAD 83)
 BJ4692_MARKER: 90 = CHURCH SPIRE
 BJ4692
 BJ4692  HISTORY     - Date     Condition        Report By
 BJ4692  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4692  HISTORY     - 1954     GOOD             CGS
 BJ4692
 BJ4692                          STATION DESCRIPTION
 BJ4692
 BJ4692'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4692'POINT OBSERVED UPON WAS THE FINIAL ON THE TOP OF THE STEEPLE
 BJ4692'OF THE BAPTIST CHURCH IN JACKSON.  THE CHURCH IS IN JACKSON,
 BJ4692'ONE BLOCK N OF THE JACKSON POST OFFICE, AND IS OF RED BRICK.
 BJ4692'
 BJ4692'SPIRE WAS OBSERVED UPON FROM TRIANGULATION STATIONS JACKSON
 BJ4692'AND STOCKERT.
 BJ4692
 BJ4692                          STATION RECOVERY (1954)
 BJ4692
 BJ4692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4692'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BJ4692'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4692'
 BJ4692'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4691 ***********************************************************************
 BJ4691  DESIGNATION -  JACKSON E LA ST HOSP ADM DOME
 BJ4691  PID         -  BJ4691
 BJ4691  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4691  USGS QUAD   -  JACKSON (1994)
 BJ4691
 BJ4691                         *CURRENT SURVEY CONTROL
 BJ4691  ___________________________________________________________________
 BJ4691* NAD 83(1992)-  30 49 59.04776(N)    091 12 46.73254(W)     ADJUSTED  
 BJ4691* NAVD 88     -                                                        
 BJ4691  ___________________________________________________________________
 BJ4691  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4691  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4691
 BJ4691  HORZ ORDER  -  THIRD
 BJ4691
 BJ4691.The horizontal coordinates were established by classical geodetic methods
 BJ4691.and adjusted by the National Geodetic Survey in May 1994..
 BJ4691
 BJ4691
 BJ4691.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4691
 BJ4691.The geoid height was determined by GEOID03.
 BJ4691
 BJ4691;                    North         East     Units Scale Factor Converg.
 BJ4691;SPC LA S     -   258,622.431 1,011,514.465   MT  1.00003101   +0 03 36.6
 BJ4691;SPC LA S     -   848,497.09  3,318,610.37   sFT  1.00003101   +0 03 36.6
 BJ4691;UTM  15      - 3,412,468.340   670,909.347   MT  0.99996033   +0 54 58.1
 BJ4691
 BJ4691                          SUPERSEDED SURVEY CONTROL
 BJ4691
 BJ4691  NAD 83(1992)-  30 49 59.05023(N)    091 12 46.73248(W) AD(       ) 4
 BJ4691  NAD 83(1986)-  30 49 59.06481(N)    091 12 46.72774(W) AD(       ) 4
 BJ4691  NAD 27      -  30 49 58.40797(N)    091 12 46.34004(W) AD(       ) 3
 BJ4691
 BJ4691.Superseded values are not recommended for survey control.
 BJ4691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4691.See file dsdata.txt to determine how the superseded data were derived.
 BJ4691
 BJ4691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7090912468(NAD 83)
 BJ4691_MARKER: 87 = DOME
 BJ4691
 BJ4691  HISTORY     - Date     Condition        Report By
 BJ4691  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4691  HISTORY     - 1954     GOOD             CGS
 BJ4691
 BJ4691                          STATION DESCRIPTION
 BJ4691
 BJ4691'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4691'POINT OBSERVED UPON WAS THE FINIAL ON TOP OF THE DOME OF THE
 BJ4691'ADMINISTRATION BUILDING OF THE EAST LOUISIANA STATE HOSPITAL.
 BJ4691'IT IS LOCATED IN THE TOWN OF JACKSON.
 BJ4691'
 BJ4691'DOME WAS OBSERVED UPON FROM TRIANGULATION STATIONS JACKSON,
 BJ4691'GREEN, HARANG, AND STOCKERT.
 BJ4691
 BJ4691                          STATION RECOVERY (1954)
 BJ4691
 BJ4691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4691'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BJ4691'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4691'
 BJ4691'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4693 ***********************************************************************
 BJ4693  DESIGNATION -  JACKSON E LA STATE HOSP SPIPE
 BJ4693  PID         -  BJ4693
 BJ4693  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4693  USGS QUAD   -  JACKSON (1994)
 BJ4693
 BJ4693                         *CURRENT SURVEY CONTROL
 BJ4693  ___________________________________________________________________
 BJ4693* NAD 83(1992)-  30 49 56.85325(N)    091 12 45.36917(W)     ADJUSTED  
 BJ4693* NAVD 88     -                                                        
 BJ4693  ___________________________________________________________________
 BJ4693  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4693  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4693
 BJ4693  HORZ ORDER  -  THIRD
 BJ4693
 BJ4693.The horizontal coordinates were established by classical geodetic methods
 BJ4693.and adjusted by the National Geodetic Survey in May 1994..
 BJ4693
 BJ4693
 BJ4693.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4693
 BJ4693.The geoid height was determined by GEOID03.
 BJ4693
 BJ4693;                    North         East     Units Scale Factor Converg.
 BJ4693;SPC LA S     -   258,554.884 1,011,550.768   MT  1.00003085   +0 03 37.3
 BJ4693;SPC LA S     -   848,275.48  3,318,729.48   sFT  1.00003085   +0 03 37.3
 BJ4693;UTM  15      - 3,412,401.347   670,946.653   MT  0.99996049   +0 54 58.7
 BJ4693
 BJ4693                          SUPERSEDED SURVEY CONTROL
 BJ4693
 BJ4693  NAD 83(1992)-  30 49 56.85559(N)    091 12 45.36939(W) AD(       ) 4
 BJ4693  NAD 83(1986)-  30 49 56.87027(N)    091 12 45.36445(W) AD(       ) 4
 BJ4693  NAD 27      -  30 49 56.21436(N)    091 12 44.97412(W) AD(       ) 3
 BJ4693
 BJ4693.Superseded values are not recommended for survey control.
 BJ4693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4693.See file dsdata.txt to determine how the superseded data were derived.
 BJ4693
 BJ4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7094712401(NAD 83)
 BJ4693_MARKER: 52 = STANDPIPE TANK
 BJ4693
 BJ4693  HISTORY     - Date     Condition        Report By
 BJ4693  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4693  HISTORY     - 1954     GOOD             CGS
 BJ4693
 BJ4693                          STATION DESCRIPTION
 BJ4693
 BJ4693'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4693'POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE WATER
 BJ4693'STANDPIPE IN THE GROUNDS OF THE EAST LOUISIANA STATE HOSPITAL.
 BJ4693'IT IS A METAL STANDPIPE NEARLY AS TALL AS THE WATER TANK NEARBY,
 BJ4693'AND IS PAINTED BLACK.  IT IS APPROXIMATELY 0.5 MILE WSW OF
 BJ4693'STATION JACKSON AND IS IN THE TOWN OF JACKSON.
 BJ4693'
 BJ4693'STANDPIPE WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 BJ4693'JACKSON, GREEN, HARANG, AND STOCKERT.
 BJ4693
 BJ4693                          STATION RECOVERY (1954)
 BJ4693
 BJ4693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4693'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BJ4693'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4693'
 BJ4693'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4694 ***********************************************************************
 BJ4694  DESIGNATION -  JACKSON EAST LA ST HOSP TANK
 BJ4694  PID         -  BJ4694
 BJ4694  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4694  USGS QUAD   -  JACKSON (1994)
 BJ4694
 BJ4694                         *CURRENT SURVEY CONTROL
 BJ4694  ___________________________________________________________________
 BJ4694* NAD 83(1992)-  30 49 56.72816(N)    091 12 42.99992(W)     ADJUSTED  
 BJ4694* NAVD 88     -                                                        
 BJ4694  ___________________________________________________________________
 BJ4694  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4694  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4694
 BJ4694  HORZ ORDER  -  THIRD
 BJ4694
 BJ4694.The horizontal coordinates were established by classical geodetic methods
 BJ4694.and adjusted by the National Geodetic Survey in May 1994..
 BJ4694
 BJ4694
 BJ4694.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4694
 BJ4694.The geoid height was determined by GEOID03.
 BJ4694
 BJ4694;                    North         East     Units Scale Factor Converg.
 BJ4694;SPC LA S     -   258,551.098 1,011,613.738   MT  1.00003084   +0 03 38.5
 BJ4694;SPC LA S     -   848,263.06  3,318,936.07   sFT  1.00003084   +0 03 38.5
 BJ4694;UTM  15      - 3,412,398.503   671,009.667   MT  0.99996075   +0 54 60.0
 BJ4694
 BJ4694                          SUPERSEDED SURVEY CONTROL
 BJ4694
 BJ4694  NAD 83(1992)-  30 49 56.73010(N)    091 12 43.00081(W) AD(       ) 4
 BJ4694  NAD 83(1986)-  30 49 56.74499(N)    091 12 42.99544(W) AD(       ) 4
 BJ4694  NAD 27      -  30 49 56.09016(N)    091 12 42.60290(W) AD(       ) 3
 BJ4694
 BJ4694.Superseded values are not recommended for survey control.
 BJ4694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4694.See file dsdata.txt to determine how the superseded data were derived.
 BJ4694
 BJ4694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7101012399(NAD 83)
 BJ4694_MARKER: 53 = ELEVATED TANK
 BJ4694
 BJ4694  HISTORY     - Date     Condition        Report By
 BJ4694  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4694  HISTORY     - 1954     GOOD             CGS
 BJ4694  HISTORY     - 1970     GOOD             NGS
 BJ4694
 BJ4694                          STATION DESCRIPTION
 BJ4694
 BJ4694'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4694'POINT OBSERVED UPON WAS THE FINIAL ON THE TOP OF THE WATER
 BJ4694'TANK IN THE GROUNDS OF THE EAST LOUISIANA STATE HOSPITAL.
 BJ4694'IT IS AN ELEVATED WATER TANK OF METAL, AND HAS A CONICAL
 BJ4694'TOP AND BOWL BOTTOM.  IT IS APPROXIMATELY 0.5 MILE WSW OF
 BJ4694'STATION JACKSON.
 BJ4694'
 BJ4694'TANK OBSERVED UPON FROM TRIANGULATION STATIONS JACKSON, GREEN,
 BJ4694'HARANG, STOCKERT AND ALLAIN.
 BJ4694
 BJ4694                          STATION RECOVERY (1954)
 BJ4694
 BJ4694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4694'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BJ4694'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4694'
 BJ4694'THIS IS AN INTERSECTION STATION.
 BJ4694
 BJ4694                          STATION RECOVERY (1970)
 BJ4694
 BJ4694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4694'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4697 ***********************************************************************
 BJ4697  DESIGNATION -  JACKSON GERIATRIC HOSP TANK
 BJ4697  PID         -  BJ4697
 BJ4697  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4697  USGS QUAD   -  JACKSON (1994)
 BJ4697
 BJ4697                         *CURRENT SURVEY CONTROL
 BJ4697  ___________________________________________________________________
 BJ4697* NAD 83(1992)-  30 50 04.14282(N)    091 09 21.72789(W)     ADJUSTED  
 BJ4697* NAVD 88     -                                                        
 BJ4697  ___________________________________________________________________
 BJ4697  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BJ4697  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4697
 BJ4697  HORZ ORDER  -  THIRD
 BJ4697
 BJ4697.The horizontal coordinates were established by classical geodetic methods
 BJ4697.and adjusted by the National Geodetic Survey in May 1994..
 BJ4697
 BJ4697
 BJ4697.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4697
 BJ4697.The geoid height was determined by GEOID03.
 BJ4697
 BJ4697;                    North         East     Units Scale Factor Converg.
 BJ4697;SPC LA S     -   258,786.421 1,016,962.397   MT  1.00003137   +0 05 19.1
 BJ4697;SPC LA S     -   849,035.12  3,336,484.13   sFT  1.00003137   +0 05 19.1
 BJ4697;UTM  15      - 3,412,713.718   676,353.897   MT  0.99998366   +0 56 43.4
 BJ4697
 BJ4697                          SUPERSEDED SURVEY CONTROL
 BJ4697
 BJ4697  NAD 83(1992)-  30 50 04.14425(N)    091 09 21.72839(W) AD(       ) 4
 BJ4697  NAD 83(1986)-  30 50 04.16030(N)    091 09 21.72337(W) AD(       ) 4
 BJ4697  NAD 27      -  30 50 03.51093(N)    091 09 21.33596(W) AD(       ) 3
 BJ4697
 BJ4697.Superseded values are not recommended for survey control.
 BJ4697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4697.See file dsdata.txt to determine how the superseded data were derived.
 BJ4697
 BJ4697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7635412714(NAD 83)
 BJ4697_MARKER: 53 = ELEVATED TANK
 BJ4697
 BJ4697  HISTORY     - Date     Condition        Report By
 BJ4697  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4697
 BJ4697                          STATION DESCRIPTION
 BJ4697
 BJ4697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4697'THE JACKSON VILLA FELECIANA GERIATRIC HOSPITAL TANK IS LOCATED NEAR
 BJ4697'THE MAINTENANCE BUILDING ON THE GROUND OF THE HOSPITAL WHICH IS IN
 BJ4697'THE COMMUNITY OF MCMANUS ABOUT 3-1/2 MILES EAST OF JACKSON.  IT IS
 BJ4697'AN OVAL SHAPED TANK SUPPORTED BY FOUR TUBULAR STEEL LEGS, PAINTED
 BJ4697'GREEN WITH AN OVERALL HEIGHT OF 130 FEET.
 BJ4697'
 BJ4697'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4696 ***********************************************************************
 BJ4696  DESIGNATION -  JACKSON MUNICIPAL TANK
 BJ4696  PID         -  BJ4696
 BJ4696  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4696  USGS QUAD   -  JACKSON (1994)
 BJ4696
 BJ4696                         *CURRENT SURVEY CONTROL
 BJ4696  ___________________________________________________________________
 BJ4696* NAD 83(1992)-  30 50 12.74460(N)    091 12 58.22530(W)     ADJUSTED  
 BJ4696* NAVD 88     -        49.     (meters)     161.     (feet)  VERTCON   
 BJ4696  ___________________________________________________________________
 BJ4696  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BJ4696  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4696
 BJ4696  HORZ ORDER  -  THIRD
 BJ4696
 BJ4696.The horizontal coordinates were established by classical geodetic methods
 BJ4696.and adjusted by the National Geodetic Survey in May 1994..
 BJ4696
 BJ4696.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4696
 BJ4696.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4696
 BJ4696.The geoid height was determined by GEOID03.
 BJ4696
 BJ4696;                    North         East     Units Scale Factor Converg.
 BJ4696;SPC LA S     -   259,043.939 1,011,208.603   MT  1.00003197   +0 03 30.9
 BJ4696;SPC LA S     -   849,879.99  3,317,606.89   sFT  1.00003197   +0 03 30.9
 BJ4696;UTM  15      - 3,412,885.202   670,597.245   MT  0.99995902   +0 54 52.6
 BJ4696
 BJ4696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4696!SPC LA S     -   0.99999658  x   1.00003197  =   1.00002855
 BJ4696!UTM  15      -   0.99999658  x   0.99995902  =   0.99995560
 BJ4696
 BJ4696|---------------------------------------------------------------------|
 BJ4696| PID    Reference Object                     Distance      Geod. Az  |
 BJ4696|                                                           dddmmss.s |
 BJ4696| BJ4712 211 STA                              49.396 METERS 02249     |
 BJ4696| BJ4862 GREEN                               APPROX. 8.0 KM 3191218.0 |
 BJ4696|---------------------------------------------------------------------|
 BJ4696
 BJ4696                          SUPERSEDED SURVEY CONTROL
 BJ4696
 BJ4696  NAD 83(1992)-  30 50 12.74675(N)    091 12 58.22608(W) AD(       ) 3
 BJ4696  NAD 83(1986)-  30 50 12.76154(N)    091 12 58.22080(W) AD(       ) 3
 BJ4696  NAD 27      -  30 50 12.10542(N)    091 12 57.82672(W) AD(       ) 3
 BJ4696  NGVD 29 (07/19/86)   49.     (m)          161.     (f) VERT ANG       
 BJ4696
 BJ4696.Superseded values are not recommended for survey control.
 BJ4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4696.See file dsdata.txt to determine how the superseded data were derived.
 BJ4696
 BJ4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7059712885(NAD 83)
 BJ4696_MARKER: 53 = ELEVATED TANK
 BJ4696
 BJ4696  HISTORY     - Date     Condition        Report By
 BJ4696  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4696  HISTORY     - 1954     GOOD             CGS
 BJ4696  HISTORY     - 1965     GOOD             USGS
 BJ4696  HISTORY     - 1970     GOOD             NGS
 BJ4696
 BJ4696                          STATION DESCRIPTION
 BJ4696
 BJ4696'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4696'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER TANK
 BJ4696'IN JACKSON.  TANK IS A METAL WATER APPROXIMATELY 125 FEET
 BJ4696'HIGH, AND HAS A CONICAL TOP.  IT IS BACK OF THE BANK OF JACKSON,
 BJ4696'ONE BLOCK W OF THE JACKSON POST OFFICE.
 BJ4696'
 BJ4696'TANK WAS OBSERVED UPON FROM TRIANGULATION STATIONS JACKSON,
 BJ4696'GREEN, HARANG, ALLAIN AND STOCKERT.
 BJ4696
 BJ4696                          STATION RECOVERY (1954)
 BJ4696
 BJ4696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4696'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BJ4696'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4696'
 BJ4696'THIS IS AN INTERSECTION STATION.
 BJ4696
 BJ4696                          STATION RECOVERY (1965)
 BJ4696
 BJ4696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ4696'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4696
 BJ4696                          STATION RECOVERY (1970)
 BJ4696
 BJ4696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4696'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4695 ***********************************************************************
 BJ4695  DESIGNATION -  JACKSON RESET
 BJ4695  PID         -  BJ4695
 BJ4695  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4695  USGS QUAD   -  JACKSON (1994)
 BJ4695
 BJ4695                         *CURRENT SURVEY CONTROL
 BJ4695  ___________________________________________________________________
 BJ4695* NAD 83(1992)-  30 50 11.45527(N)    091 12 13.32870(W)     ADJUSTED  
 BJ4695* NAVD 88     -        68.20   (+/-2cm)     223.8    (feet)  VERTCON   
 BJ4695  ___________________________________________________________________
 BJ4695  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BJ4695  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4695
 BJ4695  HORZ ORDER  -  FIRST
 BJ4695  VERT ORDER  -  THIRD ? (See Below)
 BJ4695
 BJ4695.The horizontal coordinates were established by classical geodetic methods
 BJ4695.and adjusted by the National Geodetic Survey in May 1994..
 BJ4695
 BJ4695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4695.The vertical order pertains to the NGVD 29 superseded value.
 BJ4695
 BJ4695.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4695
 BJ4695.The geoid height was determined by GEOID03.
 BJ4695
 BJ4695;                    North         East     Units Scale Factor Converg.
 BJ4695;SPC LA S     -   259,005.516 1,012,401.768   MT  1.00003188   +0 03 53.3
 BJ4695;SPC LA S     -   849,753.93  3,321,521.47   sFT  1.00003188   +0 03 53.3
 BJ4695;UTM  15      - 3,412,864.612   671,790.767   MT  0.99996406   +0 55 15.6
 BJ4695
 BJ4695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4695!SPC LA S     -   0.99999358  x   1.00003188  =   1.00002546
 BJ4695!UTM  15      -   0.99999358  x   0.99996406  =   0.99995764
 BJ4695
 BJ4695:                Primary Azimuth Mark                     Grid Az
 BJ4695:SPC LA S     -  JACKSON AZ MK                            087 48 03.8
 BJ4695:UTM  15      -  JACKSON AZ MK                            086 56 41.5
 BJ4695
 BJ4695|---------------------------------------------------------------------|
 BJ4695| PID    Reference Object                     Distance      Geod. Az  |
 BJ4695|                                                           dddmmss.s |
 BJ4695| CW1509 JACKSON AZ MK                                      0875157.1 |
 BJ4695| CW1510 JACKSON RM 1                         34.848 METERS 13613     |
 BJ4695| CS7292 JACKSON RM 5                         28.490 METERS 15311     |
 BJ4695| CW1512 JACKSON RM 3                         28.538 METERS 15311     |
 BJ4695| CW1513 JACKSON RM 4                         34.269 METERS 23439     |
 BJ4695| BJ4694 JACKSON EAST LA ST HOSP TANK        APPROX. 0.9 KM 2400541.9 |
 BJ4695| BJ4693 JACKSON E LA STATE HOSP SPIPE       APPROX. 1.0 KM 2420943.9 |
 BJ4695| BJ4691 JACKSON E LA ST HOSP ADM DOME       APPROX. 1.0 KM 2464247.0 |
 BJ4695| CW1511 JACKSON RM 2                         30.312 METERS 24826     |
 BJ4695| BJ4692 JACKSON BAP CHURCH SPIRE            APPROX. 1.1 KM 2815334.9 |
 BJ4695|---------------------------------------------------------------------|
 BJ4695
 BJ4695                          SUPERSEDED SURVEY CONTROL
 BJ4695
 BJ4695  NAD 83(1992)-  30 50 11.45771(N)    091 12 13.32890(W) AD(       ) 1
 BJ4695  NAD 83(1986)-  30 50 11.47232(N)    091 12 13.32398(W) AD(       ) 1
 BJ4695  NAD 27      -  30 50 10.81618(N)    091 12 12.93571(W) AD(       ) 1
 BJ4695  NGVD 29 (07/19/86)   68.15   (m)          223.6    (f) LEVELING    3  
 BJ4695
 BJ4695.Superseded values are not recommended for survey control.
 BJ4695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4695.See file dsdata.txt to determine how the superseded data were derived.
 BJ4695
 BJ4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7179112865(NAD 83)
 BJ4695_MARKER: DS = TRIANGULATION STATION DISK
 BJ4695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4695_STAMPING: JACKSON 1939 1960
 BJ4695_MARK LOGO: CGS   
 BJ4695_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4695+STABILITY: SURFACE MOTION
 BJ4695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4695+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1981
 BJ4695
 BJ4695  HISTORY     - Date     Condition        Report By
 BJ4695  HISTORY     - 1960     MONUMENTED       CGS
 BJ4695  HISTORY     - 1969     GOOD             CGS
 BJ4695  HISTORY     - 1977     GOOD             LADH
 BJ4695  HISTORY     - 1981     GOOD             DMA
 BJ4695  HISTORY     - 19810101 GOOD             NGS
 BJ4695
 BJ4695                          STATION DESCRIPTION
 BJ4695
 BJ4695'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ4695'THE STATION WAS VISITED 2-12-60 AND THE STATION MARK WAS
 BJ4695'FOUND TO BE UNDER A 6-INCH SLAB OF CONCRETE WHICH SERVES
 BJ4695'AS A DRIVEWAY FOR THE ESSO SERVICE STATION.  A NEW STATION
 BJ4695'DISK WAS SET IN A DRILL HOLE IN THE CONCRETE DRIVEWAY, THE
 BJ4695'POINT DETERMINED FROM THE MEASUREMENTS OF REFERENCE MARKS
 BJ4695'NO. 3 AND NO. 4.  REFERENCE MARK NO. 4 WAS FOUND IN GOOD
 BJ4695'CONDITION, REFERENCE MARK NO. 3 WAS FOUND WITH THE SIDES
 BJ4695'OF THE CONCRETE POST CHIPPED SLIGHTLY ON ALL SIDES.  THE
 BJ4695'DIRECTION TO REFERENCE MARK NO. 4 CHECKED GOOD, THE DIRECTION
 BJ4695'TO REFERENCE MARK NO. 3 CHECK WITHIN A MINUTE OF THE 1954
 BJ4695'DIRECTION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 BJ4695'GROUND.  THE 1954 DESCRIPTION OF THE STATION IS ADEQUATE
 BJ4695'WITH THESE ADDITIONAL MEASUREMENTS.
 BJ4695'
 BJ4695'THE STATION IS LOCATED 0.7 MILE EAST OF THE POST OFFICE
 BJ4695'IN JACKSON, 55 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 BJ4695'10, 6.8 FEET SOUTH-SOUTHEAST OF THE EAST END OF THE CONCRETE
 BJ4695'ISLAND FOR THE GAS PUMPS, 54.6 FEET SOUTHWEST OF THE SOUTHEAST
 BJ4695'CORNER OF THE ESSO SERVICE STATION BUILDING, 52.4 FEET SOUTHEAST
 BJ4695'OF THE SOUTHWEST CORNER OF THE BUILDING, 24.4 FEET WEST OF
 BJ4695'THE PROJECTED PLANE OF THE EAST WALL OF THE BUILDING, 5.8
 BJ4695'FEET NORTH OF THE SOUTH EDGE OF THE CONCRETE PAVEMENT OF
 BJ4695'THE DRIVEWAY AND 45.3 FEET SOUTHWEST OF A 2-FOOT FORKED
 BJ4695'PINE TREE.  IT IS A STANDARD DISK, SET IN A DRILL HOLE FLUSH
 BJ4695'WITH THE TOP OF THE PAVEMENT.  IT IS STAMPED JACKSON 1939
 BJ4695'1960.
 BJ4695
 BJ4695                          STATION RECOVERY (1969)
 BJ4695
 BJ4695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BJ4695'THE STATION WAS VISITED AND THE STATION MARK WAS RECOVERED
 BJ4695'IN GOOD CONDITION AND AS DESCRIBED BY C.R.R. IN 1960.  REFERENCE
 BJ4695'MARKS 3 AND 4 AND THE AZIMUTH MARK WERE ALSO RECOVERED AS
 BJ4695'DESCRIBED WITH THE EXCEPTIONS AS NOTED BELOW--
 BJ4695'
 BJ4695'THE DISK HAS BEEN BROKEN OFF OF THE TOP OF THE MONUMENT
 BJ4695'OF REFERENCE MARK NO. 3, HOWEVER THE SHANK STILL REMAINS
 BJ4695'AND THE MONUMENT IS STILL SOLID AND APPEARS TO BE IN ITS
 BJ4695'ORIGINAL POSITION AND IS ADEQUATE FOR RECOVERY OF THE STATION.
 BJ4695'
 BJ4695'REFERENCE MARK NO. 4 WAS FOUND TO BE IN THE WEST END OF
 BJ4695'THE HEADWALL RATHER THAN THE EAST END AS STATED IN 1960.
 BJ4695'
 BJ4695'THE WEST ONE OF THE TWO PINE TREES NEAR THE AZIMUTH MARK
 BJ4695'HAS BEEN REMOVED.  THE MARK IS 1 FOOT WEST OF FENCE THAT
 BJ4695'IS AT THE WEST EDGE OF THE SCOTT YARD.
 BJ4695'
 BJ4695'BILBY STEEL TOWER CAN NOT BE BUILT AT THE STATION DUE TO
 BJ4695'ITS PROXIMITY TO THE GAS STATION, NOR CAN A TOWER BE BUILT
 BJ4695'NEARBY DUE TO OTHER BUILDINGS AND POWER LINES.
 BJ4695'
 BJ4695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAST
 BJ4695'EDGE OF JACKSON
 BJ4695
 BJ4695                          STATION RECOVERY (1977)
 BJ4695
 BJ4695'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1977 (HS)
 BJ4695'JACKSON 1939 AND 1960 RECOVERED GOOD.
 BJ4695'
 BJ4695'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE EAST OF POST
 BJ4695'OFFICE IN JACKSON, LA.
 BJ4695
 BJ4695                          STATION RECOVERY (1981)
 BJ4695
 BJ4695'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (GAP)
 BJ4695'JACKSON 1939 1960 RECOVERED GOOD.
 BJ4695'
 BJ4695'JACKSON NO 4 1939 RECOVERED GOOD.
 BJ4695'
 BJ4695'JACKSON NO 3 1939 FOUND DESTROYED.
 BJ4695'
 BJ4695'(REFERENCE MARK NO 3 WAS DESTROYED.  THE CONCRETE POST WAS FOUND
 BJ4695'BROKEN UP AND NO TRACE OF THE DISK.)
 BJ4695'
 BJ4695'STATION RECOVERED AS DESCRIBED.
 BJ4695'
 BJ4695'JACKSON 1939 (AZIMUTH MARK) GOOD (RECOVERED AS DESCRIBED)
 BJ4695
 BJ4695                          STATION RECOVERY (1981)
 BJ4695
 BJ4695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GAP)
 BJ4695'JACKSON 1939 1960 GOOD CONDITION. JACKSON NO 4 1939 GOOD CONDITION.
 BJ4695'JACKSON NO 3 1939 DESTROYED. (REFERENCE MARK NO 3 WAS DESTROYED.  THE
 BJ4695'CONCRETE POST WAS FOUND BROKEN UP AND NO TRACE OF THE DISK).
 BJ4695' 
 BJ4695'STATIONS RECOVERED AS DESCRIBED.
 BJ4695' 
 BJ4695'JACKSON 1939 (AZIMUTH MARK) GOOD (RECOVERED AS DESCRIBED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3005 ***********************************************************************
 CQ3005  DESIGNATION -  JACKSON RM A
 CQ3005  PID         -  CQ3005
 CQ3005  STATE/COUNTY-  LA/BIENVILLE
 CQ3005  USGS QUAD   -  GIBSLAND (1986)
 CQ3005
 CQ3005                         *CURRENT SURVEY CONTROL
 CQ3005  ___________________________________________________________________
 CQ3005* NAD 83(1992)-  32 31 27.25067(N)    093 03 49.49783(W)     ADJUSTED  
 CQ3005* NAVD 88     -       137.90   (+/-2cm)     452.4    (feet)  VERTCON   
 CQ3005  ___________________________________________________________________
 CQ3005  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CQ3005  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3005
 CQ3005  HORZ ORDER  -  FIRST
 CQ3005  VERT ORDER  -  THIRD ? (See Below)
 CQ3005
 CQ3005.The horizontal coordinates were established by classical geodetic methods
 CQ3005.and adjusted by the National Geodetic Survey in January 1993..
 CQ3005
 CQ3005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3005.The vertical order pertains to the NGVD 29 superseded value.
 CQ3005
 CQ3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3005
 CQ3005.The geoid height was determined by GEOID03.
 CQ3005
 CQ3005;                    North         East     Units Scale Factor Converg.
 CQ3005;SPC LA N     -   224,579.779   947,036.666   MT  0.99997062   -0 17 53.0
 CQ3005;SPC LA N     -   736,808.82  3,107,069.46   sFT  0.99997062   -0 17 53.0
 CQ3005;UTM  15      - 3,598,547.533   494,013.041   MT  0.99960044   -0 02 03.4
 CQ3005
 CQ3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3005!SPC LA N     -   0.99998239  x   0.99997062  =   0.99995301
 CQ3005!UTM  15      -   0.99998239  x   0.99960044  =   0.99958284
 CQ3005
 CQ3005:                Primary Azimuth Mark                     Grid Az
 CQ3005:SPC LA N     -  GIBSLAND LA PWR LT RAD MAST              023 16 50.1
 CQ3005:UTM  15      -  GIBSLAND LA PWR LT RAD MAST              023 01 00.5
 CQ3005
 CQ3005|---------------------------------------------------------------------|
 CQ3005| PID    Reference Object                     Distance      Geod. Az  |
 CQ3005|                                                           dddmmss.s |
 CQ3005| CQ3004 GIBSLAND LA PWR LT RAD MAST         APPROX. 2.4 KM 0225857.1 |
 CQ3005| CQ2997 GIBSLAND MUNICIPAL TANK             APPROX. 2.2 KM 0245109.7 |
 CQ3005| CQ3002 JACKSON                              25.480 METERS 11006     |
 CQ3005| CQ3006 CALHOUN                             APPROX. 7.9 KM 3462332.2 |
 CQ3005|---------------------------------------------------------------------|
 CQ3005
 CQ3005                          SUPERSEDED SURVEY CONTROL
 CQ3005
 CQ3005  NAD 83(1986)-  32 31 27.26367(N)    093 03 49.48854(W) AD(       ) 1
 CQ3005  NAD 27      -  32 31 26.71339(N)    093 03 48.90374(W) AD(       ) 1
 CQ3005  NGVD 29 (07/19/86)  137.97   (m)          452.7    (f) LEVELING    3  
 CQ3005
 CQ3005.Superseded values are not recommended for survey control.
 CQ3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3005.See file dsdata.txt to determine how the superseded data were derived.
 CQ3005
 CQ3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9401398548(NAD 83)
 CQ3005_MARKER: DS = TRIANGULATION STATION DISK
 CQ3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3005+STABILITY: SURFACE MOTION
 CQ3005
 CQ3005  HISTORY     - Date     Condition        Report By
 CQ3005  HISTORY     - 1965     MONUMENTED       CGS
 CQ3005
 CQ3005                          STATION DESCRIPTION
 CQ3005
 CQ3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3005'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME PROPERTY
 CQ3005'AS TRIANGULATION STATION JACKSON 1931.
 CQ3005'
 CQ3005'STATION MARK IS 3.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 CQ3005'16.4 FEET EAST OF AN OAK TREE WITH A TRIANGLE BLAZE, AND 32 FEET
 CQ3005'EAST OF THE APPROXIMATE CENTER OF A DIM TRACK ROAD.
 CQ3005'
 CQ3005'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK SET
 CQ3005'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT ONE
 CQ3005'INCH.  THE DISK IS STAMPED JACKSON RM A 1965.
 CQ3005'
 CQ3005'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JACKSON
 CQ3005'1931, AND THE DISTANCE 25.480 METERS OR 83.59 FEET.  EAST.
 CQ3005'
 CQ3005'OBSERVATIONS WERE TAKEN FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0807 ***********************************************************************
 AT0807  DESIGNATION -  JACKSONS HOUSE SOUTH GABLE
 AT0807  PID         -  AT0807
 AT0807  STATE/COUNTY-  LA/PLAQUEMINES
 AT0807  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0807
 AT0807                         *CURRENT SURVEY CONTROL
 AT0807  ___________________________________________________________________
 AT0807* NAD 83(1992)-  28 59 37.49359(N)    089 21 54.91033(W)     ADJUSTED  
 AT0807* NAVD 88     -                                                        
 AT0807  ___________________________________________________________________
 AT0807  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AT0807  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AT0807
 AT0807  HORZ ORDER  -  THIRD
 AT0807
 AT0807.The horizontal coordinates were established by classical geodetic methods
 AT0807.and adjusted by the National Geodetic Survey in January 1993..
 AT0807
 AT0807
 AT0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0807
 AT0807.The geoid height was determined by GEOID03.
 AT0807
 AT0807;                    North         East     Units Scale Factor Converg.
 AT0807;SPC LA S     -    56,379.006 1,191,784.857   MT  1.00007893   +0 59 02.6
 AT0807;SPC LA S     -   184,970.12  3,910,047.49   sFT  1.00007893   +0 59 02.6
 AT0807;UTM  16      - 3,209,599.171   269,575.724   MT  1.00025525   -1 08 49.1
 AT0807
 AT0807                          SUPERSEDED SURVEY CONTROL
 AT0807
 AT0807  NAD 83(1986)-  28 59 37.49916(N)    089 21 54.92475(W) AD(       ) 4
 AT0807  NAD 27      -  28 59 37.30800(N)    089 21 55.10700(W) AD(       ) 3
 AT0807
 AT0807.Superseded values are not recommended for survey control.
 AT0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0807.See file dsdata.txt to determine how the superseded data were derived.
 AT0807
 AT0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6957609599(NAD 83)
 AT0807_MARKER: 81 = GABLE
 AT0807
 AT0807  HISTORY     - Date     Condition        Report By
 AT0807  HISTORY     - 1921     FIRST OBSERVED   CGS
 AT0807  HISTORY     - 1934     GOOD             CGS
 AT0807
 AT0807                          STATION DESCRIPTION
 AT0807
 AT0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT0807'ON THE NW BANK OF SOUTHWEST PASS ABOUT 2 MILES ABOVE THE LIGHTHOUSE.
 AT0807'STATION IS THE S
 AT0807'GABLE OF THE ONLY HOUSE IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3002 ***********************************************************************
 BK3002  DESIGNATION -  JAMES
 BK3002  PID         -  BK3002
 BK3002  STATE/COUNTY-  LA/ALLEN
 BK3002  USGS QUAD   -  MITTIE (1993)
 BK3002
 BK3002                         *CURRENT SURVEY CONTROL
 BK3002  ___________________________________________________________________
 BK3002* NAD 83(1992)-  30 41 06.36177(N)    092 55 34.59023(W)     ADJUSTED  
 BK3002* NAVD 88     -        27.7    (meters)      91.     (feet)  VERTCON   
 BK3002  ___________________________________________________________________
 BK3002  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BK3002  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK3002
 BK3002  HORZ ORDER  -  SECOND
 BK3002
 BK3002.The horizontal coordinates were established by classical geodetic methods
 BK3002.and adjusted by the National Geodetic Survey in January 1993..
 BK3002
 BK3002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3002
 BK3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3002
 BK3002.The geoid height was determined by GEOID03.
 BK3002
 BK3002;                    North         East     Units Scale Factor Converg.
 BK3002;SPC LA S     -   243,272.473   847,375.050   MT  0.99999687   -0 47 47.4
 BK3002;SPC LA S     -   798,136.44  2,780,096.31   sFT  0.99999687   -0 47 47.4
 BK3002;UTM  15      - 3,394,706.328   507,061.252   MT  0.99960062   +0 02 15.4
 BK3002
 BK3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3002!SPC LA S     -   0.99999991  x   0.99999687  =   0.99999678
 BK3002!UTM  15      -   0.99999991  x   0.99960062  =   0.99960053
 BK3002
 BK3002|---------------------------------------------------------------------|
 BK3002| PID    Reference Object                     Distance      Geod. Az  |
 BK3002|                                                           dddmmss.s |
 BK3002| BK3001 JAMES LDH 1974 A POINT                9.097 METERS 04544     |
 BK3002| CW1516 JAMES AZ MK                                        1784856.3 |
 BK3002| CW1940 JAMES RM 1                           14.525 METERS 23439     |
 BK3002| CW1941 JAMES RM 2                           15.399 METERS 31138     |
 BK3002|---------------------------------------------------------------------|
 BK3002
 BK3002                          SUPERSEDED SURVEY CONTROL
 BK3002
 BK3002  NAD 83(1986)-  30 41 06.38104(N)    092 55 34.58286(W) AD(       ) 2
 BK3002  NAD 27      -  30 41 05.67051(N)    092 55 34.03272(W) AD(       ) 2
 BK3002  NGVD 29 (07/19/86)   27.7    (m)           91.     (f) VERT ANG       
 BK3002
 BK3002.Superseded values are not recommended for survey control.
 BK3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3002.See file dsdata.txt to determine how the superseded data were derived.
 BK3002
 BK3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0706194706(NAD 83)
 BK3002_MARKER: DD = SURVEY DISK
 BK3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3002
 BK3002  HISTORY     - Date     Condition        Report By
 BK3002  HISTORY     - 1974     MONUMENTED       LADH
 BK3002
 BK3002                          STATION DESCRIPTION
 BK3002
 BK3002'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK3002'THE STATION IS LOCATED 10 MILES NORTHWEST OF OBERLIN, 14 MILES
 BK3002'SOUTHWEST OF ELIZABETH, AND 12 MILES NORTHEAST OF REEVES, IN THE
 BK3002'SOUTHEAST 1/4 OF SECTION 24, T4S, R6W, AND ON THE PROPERTY OWNED BY
 BK3002'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK3002'
 BK3002'TO REACH THE STATION FROM THE BAPTIST CHURCH IN MITTIE, DRIVE
 BK3002'NORTHWEST ALONG STATE HIGHWAY 26 FOR 1.4 MILES TO THE JUNCTION WITH
 BK3002'STATE HIGHWAY 1155 LEADING SOUTH, TURN LEFT AND GO SOUTH ALONG THE
 BK3002'STATE HIGHWAY 1155 FOR 2.4 MILES TO THE STATION SET ON THE RIGHT
 BK3002'AND WEST OF THE HIGHWAY NEAR A CONCRETE HIGHWAY RIGHT-OF-WAY
 BK3002'MARKER.
 BK3002'
 BK3002'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BK3002'HIGHWAY 1155 FOR 0.5 MILE TO A CROSS ROAD.  THE MARK IS SET IN THE
 BK3002'SOUTHEAST QUADRANT OF THE INTERSECTION NEAR A CONCRETE HIGHWAY
 BK3002'RIGHT-OF-WAY MARKER.
 BK3002'
 BK3002'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3002'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK3002'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK3002'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK3002'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK3002'STAMPED JAMES 1974.  IT IS 234 FEET SOUTHWEST OF THE WEST END OF
 BK3002'A DOUBLE METAL SIDE DRAIN, 168 FEET SOUTH OF A CONCRETE
 BK3002'RIGHT-OF-WAY MARKER, 34.5 FEET WEST OF THE CENTER OF STATE
 BK3002'HIGHWAY 1155, 21 FEET NORTHEAST OF A 12 INCH PINE TREE, AND 1.5
 BK3002'FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BK3002'
 BK3002'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3002'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3002'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK3002'STAMPED JAMES RM 1 1974.  IT IS 74 FEET WEST OF THE CENTER OF STATE
 BK3002'HIGHWAY 1155, 34 FEET SOUTH-SOUTHEAST OF A 12 INCH TWIN PINE TREE,
 BK3002'31 FEET SOUTHWEST OF A 12 INCH PINE TREE, AND 15 FEET NORTHEAST
 BK3002'OF A 10 INCH PINE TREE.
 BK3002'
 BK3002'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3002'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12 INCH
 BK3002'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK3002'STAMPED JAMES RM 2 1974.  IT IS 202 FEET SOUTHWEST OF THE WEST END
 BK3002'OF A DOUBLE METAL SIDE DRAIN, 136 FEET SOUTH-SOUTHWEST OF A
 BK3002'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 73.5 FEET WEST OF THE
 BK3002'CENTER OF STATE HIGHWAY 1155, AND 29 FEET NORTH-NORTHEAST OF A 12
 BK3002'INCH PINE TREE.
 BK3002'
 BK3002'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3002'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3002'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK3002'STAMPED JAMES AZ. MK. 1974.  IT IS 94 FEET SOUTH OF TEH CENTER OF A
 BK3002'BLACK-TOP PARISH ROAD, 37.5 FEET EAST OF THE CENTER OF
 BK3002'STATE HIGHWAY 1155, 21.5 FEET NORTH OF A CONCRETE HIGHWAY
 BK3002'RIGHT-OF-WAY MARKER, 12.5 FEET SOUTHWEST OF A 10 INCH PINE
 BK3002'TREE, AND 2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BK3002'
 BK3002'NEAREST TOWN--OBERLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2786 ***********************************************************************
 CQ2786  DESIGNATION -  JAMES
 CQ2786  PID         -  CQ2786
 CQ2786  STATE/COUNTY-  LA/CALDWELL
 CQ2786  USGS QUAD   -  COLUMBIA (1989)
 CQ2786
 CQ2786                         *CURRENT SURVEY CONTROL
 CQ2786  ___________________________________________________________________
 CQ2786* NAD 83(1992)-  32 07 20.61319(N)    092 04 00.85952(W)     ADJUSTED  
 CQ2786* NAVD 88     -        19.7    (meters)      65.     (feet)  VERTCON   
 CQ2786  ___________________________________________________________________
 CQ2786  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CQ2786  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2786
 CQ2786  HORZ ORDER  -  SECOND
 CQ2786
 CQ2786.The horizontal coordinates were established by classical geodetic methods
 CQ2786.and adjusted by the National Geodetic Survey in January 1993..
 CQ2786
 CQ2786.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2786
 CQ2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2786
 CQ2786.The geoid height was determined by GEOID03.
 CQ2786
 CQ2786;                    North         East     Units Scale Factor Converg.
 CQ2786;SPC LA N     -   179,964.824 1,040,866.677   MT  0.99992110   +0 13 44.3
 CQ2786;SPC LA N     -   590,434.59  3,414,910.09   sFT  0.99992110   +0 13 44.3
 CQ2786;UTM  15      - 3,554,383.242   588,020.195   MT  0.99969554   +0 29 46.3
 CQ2786
 CQ2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2786!SPC LA N     -   1.00000095  x   0.99992110  =   0.99992205
 CQ2786!UTM  15      -   1.00000095  x   0.99969554  =   0.99969649
 CQ2786
 CQ2786:                Primary Azimuth Mark                     Grid Az
 CQ2786:SPC LA N     -  JAMES AZ MK                              010 07 38.5
 CQ2786:UTM  15      -  JAMES AZ MK                              009 51 36.5
 CQ2786
 CQ2786|---------------------------------------------------------------------|
 CQ2786| PID    Reference Object                     Distance      Geod. Az  |
 CQ2786|                                                           dddmmss.s |
 CQ2786| CY4759 JAMES AZ MK                                        0102122.8 |
 CQ2786| CY4760 JAMES RM 1                           17.316 METERS 12805     |
 CQ2786| CQ2785 JAMES LADH A PT 1971                  9.101 METERS 16228     |
 CQ2786| CQ2780 COLUMBIA HTS MICROWAVE KKL 442      APPROX. 4.5 KM 2133119.6 |
 CQ2786| CY4761 JAMES RM 2                                         31209     |
 CQ2786|---------------------------------------------------------------------|
 CQ2786
 CQ2786                          SUPERSEDED SURVEY CONTROL
 CQ2786
 CQ2786  NAD 83(1986)-  32 07 20.62759(N)    092 04 00.85156(W) AD(       ) 2
 CQ2786  NAD 27      -  32 07 20.06409(N)    092 04 00.36595(W) AD(       ) 2
 CQ2786  NGVD 29 (07/19/86)   19.7    (m)           65.     (f) VERT ANG       
 CQ2786
 CQ2786.Superseded values are not recommended for survey control.
 CQ2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2786.See file dsdata.txt to determine how the superseded data were derived.
 CQ2786
 CQ2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8802054383(NAD 83)
 CQ2786_MARKER: DD = SURVEY DISK
 CQ2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2786
 CQ2786  HISTORY     - Date     Condition        Report By
 CQ2786  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2786
 CQ2786                          STATION DESCRIPTION
 CQ2786
 CQ2786'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2786'THE STATION IS LOCATED 1.2 MILES NORTHEAST OF COLUMBIA, 26
 CQ2786'MILES SOUTH OF MONROE AND 25.5 MILES EAST OF SIKES, IN THE
 CQ2786'SOUTHWEST 1/4 OF SECTION 42, T13N, R4E, AND ON THE PROPERTY OWNED
 CQ2786'BY RALPH MC ALLISTER, ADDRESS P. O. BOX 367, COLUMBIA, LOUISIANA,
 CQ2786'TELEPHONE 649-2588.
 CQ2786'
 CQ2786'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA GO NORTH
 CQ2786'ON U.S. HIGHWAY 165 FOR 1.2 MILES TO THE JAMES MOTEL ON THE RIGHT
 CQ2786'AND EAST OF THE HIGHWAY.  THE STATION IS SET TO THE NORTH OF THE
 CQ2786'MOTEL NEAR A FENCE.
 CQ2786'
 CQ2786'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG
 CQ2786'U.S. HIGHWAY 165 FOR 0.3 MILE TO THE MARK WHICH IS SET ON THE
 CQ2786'LEFT AND WEST OF THE HIGHWAY NEAR A METAL GATE AND CULVERT.
 CQ2786'
 CQ2786'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2786'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2786'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2786'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2786'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2786'SURFACE.  THEY ARE STAMPED JAMES 1971.  THE MARK IS 98 FEET EAST
 CQ2786'OF THE CENTER OF U.S. HIGHWAY 165, 56.5 FEET NORTH-NORTHWEST
 CQ2786'OF THE NORTHWEST CORNER OF THE JAMES MOTEL, 43 FEET SOUTHEAST
 CQ2786'OF A METAL WITNESS POST AND SIGN, 42 FEET SOUTHEAST OF A
 CQ2786'FENCE CORNER, 39 FEET EAST-SOUTHEAST OF A POWER POLE AND 3
 CQ2786'FEET SOUTH-SOUTHWEST OF A FENCE.
 CQ2786'
 CQ2786'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2786'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2786'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2786'GROUND.  IT IS STAMPED JAMES R.M. 1 1971.  IT IS 102 FEET
 CQ2786'SOUTHEAST OF A FENCE CORNER, 32 FEET NORTHEAST OF THE NORTHWEST
 CQ2786'CORNER OF THE JAMES MOTEL, 16.5 FEET NORTHWEST OF A POWER POLE,
 CQ2786'AND 2 FEET SOUTH-SOUTHWEST OF A FENCE.
 CQ2786'
 CQ2786'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2786'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2786'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2786'GROUND.  IT IS STAMPED JAMES R.M. 2 1971.  IT IS 97.5 FEET
 CQ2786'NORTHWEST OF THE NORTHWEST CORNER OF THE JAMES MOTEL, 58 FEET
 CQ2786'EAST OF THE CENTER OF U.S. HIGHWAY 165, 8 FEET NORTH OF A POWER
 CQ2786'POLE, AND 2 FEET WEST OF A FENCE CORNER.
 CQ2786'
 CQ2786'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2786'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2786'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2786'GROUND.  IT IS STAMPED JAMES AZ.MK. 1971.  IT IS 59 FEET WEST
 CQ2786'OF THE CENTER OF U.S. HIGHWAY 165, 16 FEET WEST OF THE NORTH END
 CQ2786'OF A CULVERT, 10 FEET NORTH OF THE CENTER OF A METAL GATE, 2
 CQ2786'FEET EAST OF A FENCE, AND 2 FEET SOUTH OF A METAL WITNESS POST
 CQ2786'AND SIGN.
 CQ2786'
 CQ2786'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2990 ***********************************************************************
 AU2990  DESIGNATION -  JAMES
 AU2990  PID         -  AU2990
 AU2990  STATE/COUNTY-  LA/TERREBONNE
 AU2990  USGS QUAD   -  TIMBALIER ISLAND (1994)
 AU2990
 AU2990                         *CURRENT SURVEY CONTROL
 AU2990  ___________________________________________________________________
 AU2990* NAD 83(1992)-  29 06 18.38463(N)    090 24 12.23297(W)     ADJUSTED  
 AU2990* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2990  **This station is located in a subsidence area (see below).
 AU2990  ___________________________________________________________________
 AU2990  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AU2990  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AU2990
 AU2990  HORZ ORDER  -  SECOND
 AU2990
 AU2990.The horizontal coordinates were established by classical geodetic methods
 AU2990.and adjusted by the National Geodetic Survey in January 1993..
 AU2990
 AU2990 ** The orthometric height has not been validated since last determined
 AU2990 ** by differential leveling and should not be used for control purposes.
 AU2990 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2990 ** area with valid NAVD 88 orthometric heights.
 AU2990 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2990 ** epoch indicated which incorporates improved geoid heights for the
 AU2990 ** Southern Louisiana Subsidence area.
 AU2990 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2990.The orthometric height was scaled from a topographic map.
 AU2990
 AU2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2990
 AU2990.The geoid height was determined by GEOID03.
 AU2990
 AU2990;                    North         East     Units Scale Factor Converg.
 AU2990;SPC LA S     -    67,442.698 1,090,523.317   MT  1.00004697   +0 27 53.9
 AU2990;SPC LA S     -   221,268.25  3,577,825.25   sFT  1.00004697   +0 27 53.9
 AU2990;UTM  15      - 3,222,417.091   752,698.474   MT  1.00038806   +1 15 49.3
 AU2990
 AU2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2990!SPC LA S     -   1.00000361  x   1.00004697  =   1.00005058
 AU2990!UTM  15      -   1.00000361  x   1.00038806  =   1.00039167
 AU2990
 AU2990:                Primary Azimuth Mark                     Grid Az
 AU2990:SPC LA S     -  CALUMET                                  088 32 47.5
 AU2990:UTM  15      -  CALUMET                                  087 44 52.1
 AU2990
 AU2990|---------------------------------------------------------------------|
 AU2990| PID    Reference Object                     Distance      Geod. Az  |
 AU2990|                                                           dddmmss.s |
 AU2990| AU2983 CALUMET                             APPROX. 6.2 KM 0890041.4 |
 AU2990| DD7273 JAMES RM 3                           43.968 METERS 10154     |
 AU2990| DD7271 JAMES RM 1                           15.483 METERS 10154     |
 AU2990| DD7270 JAMES RM                             18.710 METERS 14246     |
 AU2990| DD7272 JAMES RM 2                           18.710 METERS 14255     |
 AU2990| AU2981 TIMBALIER LIGHTHOUSE                APPROX. 7.7 KM 1431243.8 |
 AU2990|---------------------------------------------------------------------|
 AU2990
 AU2990                          SUPERSEDED SURVEY CONTROL
 AU2990
 AU2990  NAD 83(1986)-  29 06 18.40218(N)    090 24 12.24496(W) AD(       ) 2
 AU2990  NAD 27      -  29 06 17.57500(N)    090 24 11.93900(W) AD(       ) 2
 AU2990
 AU2990.Superseded values are not recommended for survey control.
 AU2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2990.See file dsdata.txt to determine how the superseded data were derived.
 AU2990
 AU2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5269822417(NAD 83)
 AU2990_MARKER: K = CLAY TILE PIPE
 AU2990_SETTING: 0 = UNSPECIFIED SETTING
 AU2990
 AU2990  HISTORY     - Date     Condition        Report By
 AU2990  HISTORY     - 1887     MONUMENTED       CGS
 AU2990  HISTORY     - 1948     GOOD             BAKER
 AU2990  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2990
 AU2990                          STATION DESCRIPTION
 AU2990
 AU2990'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (FWP)
 AU2990'STATION IS ABOUT 4 MILES NW OF TIMBALIER LIGHT, ON THE SOUTHWESTERN
 AU2990'TIP OF CASSE TETE ISLAND, 12 METERS (39 FEET) INSHORE FROM
 AU2990'THE POINT AND 4 METERS (13 FEET) N OF THE S SHORE.
 AU2990'
 AU2990'THE UNDERGROUND MARK (WHICH WAS THE ORIGINAL SURFACE MARK)
 AU2990'IS A PINE STUB WITH A TACK IN ITS CENTER, PLACED WITHIN A
 AU2990'4-INCH TERRA-COTTA PIPE.  THE MARK WAS 4 FEET UNDERGROUND
 AU2990'IN 1927.
 AU2990'
 AU2990'THE SURFACE MARK IS A CEMENTED TERRA-COTTA TILE SURROUNDED
 AU2990'BY A CONCRETE SHELL CAP 3 FEET IN DIAMETER.  THE MARK WAS
 AU2990'1 FOOT UNDERGROUND IN 1927.
 AU2990'
 AU2990'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2990'IN THE TOP OF A TILE, IS 15.483 METERS
 AU2990'(50.80 FEET) FROM THE STATION S 78 DEG 16 MIN E.
 AU2990'THIS MARK HAS THE TILE BROKEN BUT OTHERWISE IS IN GOOD CONDITION.
 AU2990'
 AU2990'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2990'IN THE TOP OF A TILE, IS AT THE
 AU2990'HIGH-WATER LINE AND 18.710 METERS (61.38 FEET) FROM THE STATION
 AU2990'IS S 37 DEG 10 MIN E.
 AU2990'
 AU2990'REFERENCE MARK NO. 3, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2990'IN THE TOP OF A TILE, IS ON RANGE
 AU2990'WITH REFERENCE MARK NO. 1 AND 43.968 METERS (144.25 FEET)
 AU2990'FROM THE STATION S 78 DEG 16 MIN E.
 AU2990
 AU2990                          STATION RECOVERY (1948)
 AU2990
 AU2990'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948 (GLB)
 AU2990'STATION AND BOTH REFERENCES, FORMERLY RECOVERED, HAVE BEEN
 AU2990'DESTROYED BY RECENT HURRICANE.
 AU2990
 AU2990                          STATION RECOVERY (1952)
 AU2990
 AU2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2990'A THOROUGH SEARCH OF THE AREA WAS MADE BY TWO MEN FOR 1 HR., BUT
 AU2990'NO TRACE OF THE STATION OR REFERENCE MARKS WAS FOUND.  THE
 AU2990'1948 RECOVERY NOTE BY M. BAKER, INC. IS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2928 ***********************************************************************
 CP2928  DESIGNATION -  JANICE
 CP2928  PID         -  CP2928
 CP2928  STATE/COUNTY-  LA/MADISON
 CP2928  USGS QUAD   -  FORTUNE FORK (1994)
 CP2928
 CP2928                         *CURRENT SURVEY CONTROL
 CP2928  ___________________________________________________________________
 CP2928* NAD 83(1992)-  32 19 51.75738(N)    091 07 38.73144(W)     ADJUSTED  
 CP2928* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 CP2928  ___________________________________________________________________
 CP2928  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 CP2928  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2928
 CP2928  HORZ ORDER  -  SECOND
 CP2928
 CP2928.The horizontal coordinates were established by classical geodetic methods
 CP2928.and adjusted by the National Geodetic Survey in May 1994..
 CP2928
 CP2928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2928
 CP2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2928
 CP2928.The geoid height was determined by GEOID03.
 CP2928
 CP2928;                    North         East     Units Scale Factor Converg.
 CP2928;SPC LA N     -   203,837.358 1,129,219.598   MT  0.99994067   +0 43 32.5
 CP2928;SPC LA N     -   668,756.40  3,704,781.30   sFT  0.99994067   +0 43 32.5
 CP2928;UTM  15      - 3,578,671.021   676,249.758   MT  0.99998308   +1 00 06.2
 CP2928
 CP2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2928!SPC LA N     -   1.00000019  x   0.99994067  =   0.99994086
 CP2928!UTM  15      -   1.00000019  x   0.99998308  =   0.99998327
 CP2928
 CP2928:                Primary Azimuth Mark                     Grid Az
 CP2928:SPC LA N     -  JANICE AZ MK 2                           023 58 03.0
 CP2928:UTM  15      -  JANICE AZ MK 2                           023 41 29.3
 CP2928
 CP2928|---------------------------------------------------------------------|
 CP2928| PID    Reference Object                     Distance      Geod. Az  |
 CP2928|                                                           dddmmss.s |
 CP2928| CY4763 JANICE AZ MK 2                                     0244135.5 |
 CP2928| CY4764 JANICE RM 1                          12.699 METERS 20322     |
 CP2928| CY4762 JANICE AZ MK                                       2143322.1 |
 CP2928| CP2929 JANICE LDH 1971 RM 2                 10.319 METERS 32424     |
 CP2928|---------------------------------------------------------------------|
 CP2928
 CP2928                          SUPERSEDED SURVEY CONTROL
 CP2928
 CP2928  NAD 83(1992)-  32 19 51.76675(N)    091 07 38.72864(W) AD(       ) 2
 CP2928  NAD 83(1986)-  32 19 51.76944(N)    091 07 38.72708(W) AD(       ) 2
 CP2928  NAD 27      -  32 19 51.24265(N)    091 07 38.33547(W) AD(       ) 2
 CP2928  NGVD 29 (07/19/86)   25.3    (m)           83.     (f) VERT ANG       
 CP2928
 CP2928.Superseded values are not recommended for survey control.
 CP2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2928.See file dsdata.txt to determine how the superseded data were derived.
 CP2928
 CP2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7625078671(NAD 83)
 CP2928_MARKER: DD = SURVEY DISK
 CP2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2928
 CP2928  HISTORY     - Date     Condition        Report By
 CP2928  HISTORY     - 1971     MONUMENTED       LADTD
 CP2928
 CP2928                          STATION DESCRIPTION
 CP2928
 CP2928'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP2928'THE STATION IS LOCATED 6.5 MILES SOUTHEAST OF TALLULAH, 6 MILES
 CP2928'WEST OF MOUND AND 19 MILES NORTH-NORTHEAST OF NEWELLTON, IN THE
 CP2928'NORTHWEST 1/4 OF SECTION 34, T16N, R13E, AND ON THE PROPERTY
 CP2928'OWNED BY MRS. WARREN HOPKINS, ADDRESS ROUTE 3 P.O. BOX 179,
 CP2928'TALLULAH, LOUISIANA, TELEPHONE 574-0257.
 CP2928'
 CP2928'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, DRIVE SOUTH
 CP2928'ALONG U.S. HIGHWAY 65 FOR 4.2 MILES TO THE INTERSECTION WITH STATE
 CP2928'HIGHWAY 603, CONTINUE SOUTH AND EAST ALONG HIGHWAY 603 FOR 4.5
 CP2928'MILES TO INTERSECTION WITH A BLACKTOP ROAD LEADING NORTH, GO NORTH
 CP2928'ALONG THIS BLACKTOP ROAD FOR 0.4 MILE TO THE STATION WHICH IS SET
 CP2928'ON THE RIGHT NEAR THE MONTROSE CHURCH.
 CP2928'
 CP2928'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE 0.4 MILE
 CP2928'SOUTHWEST ALONG THE BLACKTOP ROAD TO THE INTERSECTION WITH STATE
 CP2928'HIGHWAY 603.  THE MARK IS SET ON THE RIGHT IN THE NORTHWEST
 CP2928'QUADRANT OF THE INTERSECTION NEAR A FENCE.
 CP2928'
 CP2928'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE NORTHEAST ALONG
 CP2928'THE BLACKTOP ROAD FOR 0.5 MILE TO THE MARK WHICH IS SET ON THE
 CP2928'LEFT AND WEST OF THE ROAD NEAR A FENCE AND A TELEPHONE POLE.
 CP2928'
 CP2928'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2928'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2928'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CP2928'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2928'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2928'STAMPED JANICE 1971.  THE MARK IS 78 FEET EAST OF THE CENTER OF
 CP2928'A BLACKTOP ROAD, 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CP2928'THE MONTROSE CHURCH, 48 FEET EAST-SOUTHEAST OF A METAL WITNESS
 CP2928'POST AND SIGN, 46 FEET EAST-SOUTHEAST OF A POWER POLE, AND 38 FEET
 CP2928'NORTH OF THE END OF THE WALK TO THE CHURCH.
 CP2928'
 CP2928'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2928'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2928'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP2928'IS STAMPED JANICE R.M. 1 1971.  IT IS 80 FEET EAST OF THE CENTER
 CP2928'OF THE BLACKTOP ROAD, 66 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 CP2928'66 FEET NORTH-NORTHEAST OF THE CHURCH ENTRANCE, 52 FEET NORTH OF
 CP2928'THE NORTHWEST CORNER OF THE CHURCH.
 CP2928'
 CP2928'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2928'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2928'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CP2928'STAMPED JANICE R.M. 2 1971.  IT IS 116 FEET NORTH OF THE
 CP2928'NORTHWEST CORNER OF THE CHURCH, 94 FEET NORTHWEST OF THE
 CP2928'NORTHWEST CORNER OF THE CHURCH EXTENSION, 47 FEET EAST OF THE
 CP2928'CENTER OF THE BLACKTOP ROAD, AND 20 FEET EAST-NORTHEAST OF A
 CP2928'POWER POLE.
 CP2928'
 CP2928'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2928'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2928'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CP2928'STAMPED JANICE AZ. MK. 1971.  IT IS 42 FEET WEST OF THE CENTER
 CP2928'OF A BLACKTOP ROAD, 36 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 CP2928'603, 6.5 FEET EAST OF A CONCRETE RIGHT OF WAY MARKER, 2 FEET
 CP2928'NORTH OF A METAL WITNESS POST AND SIGN, AND 1 FOOT SOUTH OF A
 CP2928'FENCE.
 CP2928'
 CP2928'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2928'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2928'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CP2928'STAMPED JANICE AZ. MK. 2 1971.  IT IS 52 FEET WEST OF A POWER
 CP2928'POLE, 32 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 6 FEET
 CP2928'EAST-NORTHEAST OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE
 CP2928'CORNER, AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 CP2928'
 CP2928'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2553 ***********************************************************************
 AU2553  DESIGNATION -  JAWS 1933
 AU2553  PID         -  AU2553
 AU2553  STATE/COUNTY-  LA/ST MARY
 AU2553  USGS QUAD   -  ELLERSLIE (1994)
 AU2553
 AU2553                         *CURRENT SURVEY CONTROL
 AU2553  ___________________________________________________________________
 AU2553* NAD 83(1992)-  29 44 46.03627(N)    091 37 23.10965(W)     ADJUSTED  
 AU2553* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2553  **This station is located in a subsidence area (see below).
 AU2553  ___________________________________________________________________
 AU2553  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2553  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AU2553
 AU2553  HORZ ORDER  -  THIRD
 AU2553
 AU2553.The horizontal coordinates were established by classical geodetic methods
 AU2553.and adjusted by the National Geodetic Survey in January 1993..
 AU2553
 AU2553 ** The orthometric height has not been validated since last determined
 AU2553 ** by differential leveling and should not be used for control purposes.
 AU2553 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2553 ** area with valid NAVD 88 orthometric heights.
 AU2553 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2553 ** epoch indicated which incorporates improved geoid heights for the
 AU2553 ** Southern Louisiana Subsidence area.
 AU2553 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2553.The orthometric height was scaled from a topographic map.
 AU2553
 AU2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2553
 AU2553.The geoid height was determined by GEOID03.
 AU2553
 AU2553;                    North         East     Units Scale Factor Converg.
 AU2553;SPC LA S     -   138,161.300   971,973.790   MT  0.99993557   -0 08 41.6
 AU2553;SPC LA S     -   453,284.20  3,188,884.01   sFT  0.99993557   -0 08 41.6
 AU2553;UTM  15      - 3,291,447.930   633,143.445   MT  0.99981872   +0 40 59.8
 AU2553
 AU2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2553!SPC LA S     -   1.00000407  x   0.99993557  =   0.99993964
 AU2553!UTM  15      -   1.00000407  x   0.99981872  =   0.99982279
 AU2553
 AU2553:                Primary Azimuth Mark                     Grid Az
 AU2553:SPC LA S     -  TWIN 1933                                180 25 32.9
 AU2553:UTM  15      -  TWIN 1933                                179 35 51.5
 AU2553
 AU2553|---------------------------------------------------------------------|
 AU2553| PID    Reference Object                     Distance      Geod. Az  |
 AU2553|                                                           dddmmss.s |
 AU2553| AU2551 TWIN 1933                           APPROX. 6.2 KM 1801651.3 |
 AU2553| AU2554 JAWS 2                               40.822 METERS 28710     |
 AU2553|---------------------------------------------------------------------|
 AU2553
 AU2553                          SUPERSEDED SURVEY CONTROL
 AU2553
 AU2553  NAD 83(1986)-  29 44 46.05789(N)    091 37 23.10515(W) AD(       ) 3
 AU2553  NAD 27      -  29 44 45.31000(N)    091 37 22.69500(W) AD(       ) 3
 AU2553
 AU2553.Superseded values are not recommended for survey control.
 AU2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2553.See file dsdata.txt to determine how the superseded data were derived.
 AU2553
 AU2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3314391448(NAD 83)
 AU2553_MARKER: DS = TRIANGULATION STATION DISK
 AU2553_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2553_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2553
 AU2553  HISTORY     - Date     Condition        Report By
 AU2553  HISTORY     - 1933     MONUMENTED       CGS
 AU2553  HISTORY     - 1947     GOOD             CGS
 AU2553  HISTORY     - 1955     POOR             CGS
 AU2553  HISTORY     - 1960     GOOD             CGS
 AU2553  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2553  HISTORY     - 1966     POOR             CGS
 AU2553
 AU2553                          STATION DESCRIPTION
 AU2553
 AU2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2553'STATION IS ON THE W BANK OF BAYOU PORTAGE, 400 METERS (1,300
 AU2553'FEET) ABOVE ITS MOUTH AT W COTE BLANCHE BAY, 100 METERS (330
 AU2553'FEET) S OF HOG BAYOU, 50 METERS (165 FEET) FROM THE BANK OF THE
 AU2553'BAYOU PORTAGE, AND IN MARSH GROUND WHICH IS HEAVILY OVERGROWN
 AU2553'WITH HIGH MATTED MARSH GRASS.
 AU2553'
 AU2553'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2553'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2553'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 AU2553'THE MARSH.
 AU2553'
 AU2553'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN THE
 AU2553'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU2553'DRIVEN INTO THE MARSH, AND IS 23.255 METERS (76.30 FEET) FROM
 AU2553'THE STATION N 30 DEG E.
 AU2553'
 AU2553'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 AU2553'IN THE CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A
 AU2553'LONG PILE DRIVEN INTO THE MARSH AND IS 21.150 METERS (69.39
 AU2553'FEET) FROM THE STATION S 65 DEG E.
 AU2553
 AU2553                          STATION RECOVERY (1947)
 AU2553
 AU2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2553'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 AU2553'THE FOLLOWING DISCREPANCIES--
 AU2553'
 AU2553'1.  STATION IS NOW 69 FEET FROM BAYOU PORTAGE.  NOT 165 FEET.
 AU2553'
 AU2553'2.  ADD - THE STANDARD DISK IS STAMPED JAWS 1933 AND SET IN THE
 AU2553'TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AU2553'3 INCHES.
 AU2553'
 AU2553'3.  ADD - A 10-FOOT WOOD TOWER NOW STANDS OVER THE STATION.
 AU2553
 AU2553                          STATION RECOVERY (1955)
 AU2553
 AU2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2553'STATION AND REFERENCE MARK 2 RECOVERED IN POOR CONDITION.
 AU2553'REFERENCE MARK 1 COULD NOT BE FOUND BECAUSE OF DENSE MARSH
 AU2553'GRASS AND INDEFINITE AZIMUTH.
 AU2553'
 AU2553'STATION IS 6 FT. OFFSHORE IN SHALLOW WATER.  REFERENCE MARK
 AU2553'2 IS 8 FT. OFFSHORE IN SHALLOW WATER.  BOTH MARKS WILL PROBABLY
 AU2553'SOON BE WASHED OUT.
 AU2553
 AU2553                          STATION RECOVERY (1960)
 AU2553
 AU2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2553'THE STATION AND REFERENCE MARK 1 WAS RECOVERED IN FAIR CONDITION.
 AU2553'NO TRACE COULD BE FOUND OF REFERENCE MARK 2.
 AU2553'
 AU2553'THE MARKS ARE IN ABOUT 1 FOOT OF WATER, ABOUT 40 FEET EAST OF
 AU2553'THE MARGIN OF THE MARSH.
 AU2553
 AU2553                          STATION RECOVERY (1961)
 AU2553
 AU2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2553'THE STATION MARK AND R.M. 2 WERE RECOVERED IN POOR CONDITION.
 AU2553'THE SHORELINE HAS ERODED AWAY AND BOTH MARKS ARE ABOUT 50 FEET
 AU2553'OFFSHORE.  BOTH MARKS ARE LOOSE AND WILL PROBABLY BE WASHED OUT
 AU2553'SOON.
 AU2553'
 AU2553'A NEW STATION, JAWS 2 1961 AND TWO NEW REFERENCE MARKS WERE
 AU2553'ESTABLISHED ABOUT 134 FEET NORTHWEST OF THE OLD STATION.
 AU2553'THE OLD MARKS WERE NOT DISTURBED.
 AU2553
 AU2553                          STATION RECOVERY (1966)
 AU2553
 AU2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2553'STATION MARK RECOVERED IN VERY POOR CONDITION, ABOUT 20 FEET
 AU2553'OFFSHORE IN ABOUT 2 FEET OF WATER AND LEANING BADLY.  A NEW
 AU2553'STATION, JAWS 2 WAS ESTABLISHED IN 1961 BY J.K.W. SEE DESCRIPTION
 AU2553'FOR SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2554 ***********************************************************************
 AU2554  DESIGNATION -  JAWS 2
 AU2554  PID         -  AU2554
 AU2554  STATE/COUNTY-  LA/ST MARY
 AU2554  USGS QUAD   -  ELLERSLIE (1994)
 AU2554
 AU2554                         *CURRENT SURVEY CONTROL
 AU2554  ___________________________________________________________________
 AU2554* NAD 83(1992)-  29 44 46.42761(N)    091 37 24.56122(W)     ADJUSTED  
 AU2554* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2554  **This station is located in a subsidence area (see below).
 AU2554  ___________________________________________________________________
 AU2554  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2554  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AU2554
 AU2554  HORZ ORDER  -  THIRD
 AU2554
 AU2554.The horizontal coordinates were established by classical geodetic methods
 AU2554.and adjusted by the National Geodetic Survey in January 1993..
 AU2554.No horizontal observational check was made to the station.
 AU2554
 AU2554 ** The orthometric height has not been validated since last determined
 AU2554 ** by differential leveling and should not be used for control purposes.
 AU2554 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2554 ** area with valid NAVD 88 orthometric heights.
 AU2554 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2554 ** epoch indicated which incorporates improved geoid heights for the
 AU2554 ** Southern Louisiana Subsidence area.
 AU2554 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2554.The orthometric height was scaled from a topographic map.
 AU2554
 AU2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2554
 AU2554.The geoid height was determined by GEOID03.
 AU2554
 AU2554;                    North         East     Units Scale Factor Converg.
 AU2554;SPC LA S     -   138,173.447   971,934.820   MT  0.99993556   -0 08 42.3
 AU2554;SPC LA S     -   453,324.05  3,188,756.16   sFT  0.99993556   -0 08 42.3
 AU2554;UTM  15      - 3,291,459.512   633,104.308   MT  0.99981860   +0 40 59.0
 AU2554
 AU2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2554!SPC LA S     -   1.00000407  x   0.99993556  =   0.99993963
 AU2554!UTM  15      -   1.00000407  x   0.99981860  =   0.99982267
 AU2554
 AU2554|---------------------------------------------------------------------|
 AU2554| PID    Reference Object                     Distance      Geod. Az  |
 AU2554|                                                           dddmmss.s |
 AU2554| CV9925 JAWS 2 RM 4                          46.534 METERS 01854     |
 AU2554| AU2553 JAWS 1933                            40.822 METERS 10710     |
 AU2554| CV9924 JAWS 2 RM 3                          22.055 METERS 25734     |
 AU2554|---------------------------------------------------------------------|
 AU2554
 AU2554                          SUPERSEDED SURVEY CONTROL
 AU2554
 AU2554  NAD 83(1986)-  29 44 46.44923(N)    091 37 24.55671(W) AD(       ) 3
 AU2554  NAD 27      -  29 44 45.70100(N)    091 37 24.14600(W) AD(       ) 3
 AU2554
 AU2554.Superseded values are not recommended for survey control.
 AU2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2554.See file dsdata.txt to determine how the superseded data were derived.
 AU2554
 AU2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3310491460(NAD 83)
 AU2554_MARKER: DS = TRIANGULATION STATION DISK
 AU2554_SETTING: 0 = UNSPECIFIED SETTING
 AU2554
 AU2554  HISTORY     - Date     Condition        Report By
 AU2554  HISTORY     - 1961     MONUMENTED       CGS
 AU2554  HISTORY     - 1966     GOOD             CGS
 AU2554
 AU2554                          STATION DESCRIPTION
 AU2554
 AU2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2554'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF THE TOWN OF
 AU2554'FRANKLIN IN THE NORTHEASTERN PORTION OF WEST COTE BLANCHE BAY
 AU2554'AND NEAR THE ENTRANCE TO A PASS LEADING NORTH WHICH IS KNOWN
 AU2554'AS THE JAWS.  IT IS ABOUT 1500 FEET ABOVE ITS MOUTH AT WEST
 AU2554'COTE BLANCHE BAY, ABOUT 300 FEET SOUTH OF THE SOUTH BANK OF
 AU2554'HOG BAYOU AND 86 FEET NORTHWEST OF THE HIGH WATER LINE.  THE
 AU2554'STATION IS MARKED BY A STANDARD DISK, STAMPED JAWS 2 1961,
 AU2554'CLAMPED TO THE TOP OF A 5/8 INCH X 16 FOOT COPPER ROD DRIVEN
 AU2554'INTO THE MARSH.  THE TOP PORTION OF THE MARK IS ENCASED IN A
 AU2554'5 FOOT SECTION OF 6 INCH ORANGEBURG PIPE FILLED WITH
 AU2554'CONCRETE.  THE STATION PROJECTS 1 FOOT ABOVE THE MARSH.
 AU2554'
 AU2554'R.M. 3 IS SOUTHWEST OF THE STATION AND 125 FEET WEST OF THE
 AU2554'HIGH WATER LINE.  IT IS MARKED BY A 1-1/2 INCH GALVANIZED PIPE
 AU2554'DRIVEN DEEP INTO THE MARSH AND ENCASED IN A MASS OF CONCRETE.
 AU2554'THE GALVANIZED PIPE IS STAMPED NO 3 AND PROJECTS 1 FOOT ABOVE THE
 AU2554'MARSH.
 AU2554'
 AU2554'R.M. 4 IS NORTHEAST OF THE STATION, 111 FEET WEST OF THE HIGH
 AU2554'WATER LINE AND 103 FEET SOUTH OF THE SOUTH BANK OF THE BAYOU.
 AU2554'IT IS MARKED BY A 1-1/2 INCH GALVANIZED PIPE DRIVEN DEEP INTO
 AU2554'THE MARSH AND ENCASED IN A MASS OF CONCRETE.  THE PIPE IS
 AU2554'STAMPED NO 4 AND PROJECTS 1 FOOT ABOVE THE MARSH.
 AU2554'
 AU2554'THE STATION CAN BE REACHED BY BOAT ONLY.
 AU2554
 AU2554                          STATION RECOVERY (1966)
 AU2554
 AU2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2554'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED
 AU2554'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 AU2554'COMPLETE.  A METAL WITNESS POST WAS SET AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3061 ***********************************************************************
 BJ3061  DESIGNATION -  JAY BOLT
 BJ3061  PID         -  BJ3061
 BJ3061  STATE/COUNTY-  LA/ST MARTIN
 BJ3061  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ3061
 BJ3061                         *CURRENT SURVEY CONTROL
 BJ3061  ___________________________________________________________________
 BJ3061* NAD 83(1986)-  30 22 07.     (N)    091 38 03.     (W)     SCALED    
 BJ3061* NAVD 88     -         6.77   (+/-2cm)      22.2    (feet)  VERTCON   
 BJ3061  ___________________________________________________________________
 BJ3061  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ3061
 BJ3061  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ3061
 BJ3061.The horizontal coordinates were scaled from a topographic map and have
 BJ3061.an estimated accuracy of +/- 6 seconds.
 BJ3061
 BJ3061.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3061.The vertical order pertains to the NGVD 29 superseded value.
 BJ3061
 BJ3061.The geoid height was determined by GEOID03.
 BJ3061
 BJ3061;                    North         East    Units  Estimated Accuracy
 BJ3061;SPC LA S     -   207,160.      971,080.      MT  (+/- 180 meters Scaled)
 BJ3061
 BJ3061                          SUPERSEDED SURVEY CONTROL
 BJ3061
 BJ3061  NGVD 29 (??/??/??)    6.782  (m)           22.25   (f) ADJUSTED    1 2
 BJ3061
 BJ3061.Superseded values are not recommended for survey control.
 BJ3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3061.See file dsdata.txt to determine how the superseded data were derived.
 BJ3061
 BJ3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP312604(NAD 83)
 BJ3061_MARKER: P = PIPE CAP
 BJ3061_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3061_SP_SET: 4 FT 5/8''ROD
 BJ3061_STAMPING: PBM JAY BOLT USE
 BJ3061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3061+STABILITY: POSITION/ELEVATION WELL
 BJ3061
 BJ3061  HISTORY     - Date     Condition        Report By
 BJ3061  HISTORY     - 1965     MONUMENTED       DOD
 BJ3061  HISTORY     - 1983     GOOD             NGS
 BJ3061
 BJ3061                          STATION DESCRIPTION
 BJ3061
 BJ3061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BJ3061'8.0 MI W FROM RAMAH.
 BJ3061'ABOUT 8.0 MILES WEST ALONG A SHELL ROAD AND A DOUBLE ROW OF POWER LINE
 BJ3061'POLES FROM THE DISOTELLS GROCERY STORE AT RAMAH, IN FRACTIONAL SECT-
 BJ3061'ION 57, T 8 S, R 8 E, 0.15 MILE EAST OF THE EAST BANK OF THE WHISKEY
 BJ3061'BAY PILOT CHANNEL AND A RIVER CROSSING, 0.1 MILE EAST OF A STEEL POWER
 BJ3061'LINE TOWER, 88 FEET WEST OF A FENCE, 66.5 FEET NORTHEAST OF THE NORTH-
 BJ3061'EAST CORNER OF A CORRUGATED METAL BUILDING, 38 FEET NORTH OF THE
 BJ3061'CENTER LINE OF THE SHELL ROAD, 15 FEET NORTHWEST OF A BRACED POWER
 BJ3061'POLE, A BOLT SET UNDERGROUND ACCESS WHICH IS HAD THROUGH
 BJ3061'A BRASS CAP ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 2 FEET
 BJ3061'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3062 ***********************************************************************
 BJ3062  DESIGNATION -  JAY CAP
 BJ3062  PID         -  BJ3062
 BJ3062  STATE/COUNTY-  LA/ST MARTIN
 BJ3062  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ3062
 BJ3062                         *CURRENT SURVEY CONTROL
 BJ3062  ___________________________________________________________________
 BJ3062* NAD 83(1986)-  30 22 07.     (N)    091 38 03.     (W)     SCALED    
 BJ3062* NAVD 88     -         8.01   (+/-2cm)      26.3    (feet)  VERTCON   
 BJ3062  ___________________________________________________________________
 BJ3062  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ3062
 BJ3062  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ3062
 BJ3062.The horizontal coordinates were scaled from a topographic map and have
 BJ3062.an estimated accuracy of +/- 6 seconds.
 BJ3062
 BJ3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3062.The vertical order pertains to the NGVD 29 superseded value.
 BJ3062
 BJ3062.The geoid height was determined by GEOID03.
 BJ3062
 BJ3062;                    North         East    Units  Estimated Accuracy
 BJ3062;SPC LA S     -   207,160.      971,080.      MT  (+/- 180 meters Scaled)
 BJ3062
 BJ3062                          SUPERSEDED SURVEY CONTROL
 BJ3062
 BJ3062  NGVD 29 (??/??/??)    8.021  (m)           26.32   (f) ADJUSTED    1 2
 BJ3062
 BJ3062.Superseded values are not recommended for survey control.
 BJ3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3062.See file dsdata.txt to determine how the superseded data were derived.
 BJ3062
 BJ3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP312604(NAD 83)
 BJ3062_MARKER: P = PIPE CAP
 BJ3062_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3062_SP_SET: 4 FT 5/8''ROD
 BJ3062_STAMPING: PBM JAY CAP USE
 BJ3062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3062+STABILITY: POSITION/ELEVATION WELL
 BJ3062
 BJ3062  HISTORY     - Date     Condition        Report By
 BJ3062  HISTORY     - 1965     MONUMENTED       DOD
 BJ3062  HISTORY     - 1983     GOOD             NGS
 BJ3062
 BJ3062                          STATION DESCRIPTION
 BJ3062
 BJ3062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BJ3062'8.0 MI W FROM RAMAH.
 BJ3062'ABOUT 8.0 MILES WEST ALONG A SHELL ROAD AND A DOUBLE ROW OF POWER LINE
 BJ3062'POLES FROM THE DISOTELLS GROCERY STORE AT RAMAH, IN FRACTIONAL SECT-
 BJ3062'ION 57, T 8 S, R 8 E, 0.15 MILE EAST OF THE EAST BANK OF THE WHISKEY
 BJ3062'BAY PILOT CHANNEL AND A RIVER CROSSING, 0.1 MILE EAST OF A STEEL POWER
 BJ3062'LINE TOWER, 88 FEET WEST OF A FENCE, 66.5 FEET NORTHEAST OF THE NORTH-
 BJ3062'EAST CORNER OF A CORRUGATED METAL BUILDING, 38 FEET NORTH OF THE
 BJ3062'CENTER LINE OF THE SHELL ROAD, 15 FEET NORTHWEST OF A BRACED POWER
 BJ3062'POLE, A BRASS CAP ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 2 FEET
 BJ3062'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3818 ***********************************************************************
 DH3818  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3818  DESIGNATION -  JCLS 000M
 DH3818  PID         -  DH3818
 DH3818  STATE/COUNTY-  LA/LAFAYETTE
 DH3818  USGS QUAD   -  LAFAYETTE (1994)
 DH3818
 DH3818                         *CURRENT SURVEY CONTROL
 DH3818  ___________________________________________________________________
 DH3818* NAD 83(1992)-  30 13 14.83688(N)    092 03 15.88117(W)     ADJUSTED  
 DH3818* NAVD 88     -        10.25 **(meters)      33.6  **(feet)  GPS OBS(2004.65)
 DH3818  **This station is located in a subsidence area (see below).
 DH3818  ___________________________________________________________________
 DH3818  EPOCH DATE  -        2004.65
 DH3818  X           -    -197,739.351 (meters)                     COMP
 DH3818  Y           -  -5,512,417.945 (meters)                     COMP
 DH3818  Z           -   3,191,537.741 (meters)                     COMP
 DH3818  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DH3818  ELLIP HEIGHT-         -17.08  (meters)          (06/22/05) GPS OBS
 DH3818  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DH3818
 DH3818  HORZ ORDER  -  B
 DH3818  ELLP ORDER  -  FOURTH    CLASS I
 DH3818
 DH3818.The horizontal coordinates were established by GPS observations
 DH3818.and adjusted by the National Geodetic Survey in June 2005..
 DH3818.The horizontal coordinates are valid at the epoch date displayed above.
 DH3818.The epoch date for horizontal control is a decimal equivalence
 DH3818.of Year/Month/Day.
 DH3818
 DH3818 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3818 ** and geoid heights are valid at the date of observation. These heights
 DH3818 ** must always be validated when used as control.
 DH3818 ** The orthometric height was determined by GPS observations using
 DH3818 ** precise GPS observation and processing techniques and a new
 DH3818 ** realization of GEOID03. It supersedes the leveled height previously
 DH3818 ** determined for this station.
 DH3818 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3818 ** epoch indicated which incorporates improved geoid heights for the
 DH3818 ** Southern Louisiana Subsidence area.
 DH3818 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3818.The orthometric height was determined by GPS observations and a
 DH3818.high-resolution geoid model using precise GPS observation and
 DH3818.processing techniques.
 DH3818
 DH3818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3818
 DH3818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3818
 DH3818.The ellipsoidal height was determined by GPS observations
 DH3818.and is referenced to NAD 83.
 DH3818
 DH3818.The geoid height was determined by GEOID03.
 DH3818
 DH3818;                    North         East     Units Scale Factor Converg.
 DH3818;SPC LA S     -   190,958.363   930,585.486   MT  0.99993308   -0 21 38.0
 DH3818;SPC LA S     -   626,502.56  3,053,095.88   sFT  0.99993308   -0 21 38.0
 DH3818;UTM  15      - 3,343,628.845   590,999.324   MT  0.99970216   +0 28 33.5
 DH3818
 DH3818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3818!SPC LA S     -   1.00000268  x   0.99993308  =   0.99993576
 DH3818!UTM  15      -   1.00000268  x   0.99970216  =   0.99970484
 DH3818
 DH3818                          SUPERSEDED SURVEY CONTROL
 DH3818
 DH3818.No superseded survey control is available for this station.
 DH3818
 DH3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9099943629(NAD 83)
 DH3818_MARKER: DD = SURVEY DISK
 DH3818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3818_STAMPING: 000M 9012
 DH3818_MARK LOGO: CHANCE
 DH3818_PROJECTION: FLUSH
 DH3818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3818+STABILITY: SURFACE MOTION
 DH3818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3818+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 DH3818
 DH3818  HISTORY     - Date     Condition        Report By
 DH3818  HISTORY     - 2004     MONUMENTED       CHANCE
 DH3818  HISTORY     - 20040601 GOOD             CHANCE
 DH3818  HISTORY     - 20060725 GOOD             NGS
 DH3818
 DH3818                          STATION DESCRIPTION
 DH3818
 DH3818'DESCRIBED BY JE CHANCE AND ASSOCIATES 2004
 DH3818'THE STATION IS LOCATED AT 200 DULLES DRIVE AT THE JOHN CHANCE LAND
 DH3818'SURVEYS OFFICE BUILDING.   OWNERSHIP--FUGRO-CHANCE INC.
 DH3818' 
 DH3818'THE STATION IS LOCATED BETWEEN THE SIDEWALK AND THE ASPHALT ROADWAY ON
 DH3818'THE SOUTH SIDE OF AND  IN FRONT OF THE BUILDING.
 DH3818
 DH3818                          STATION RECOVERY (2006)
 DH3818
 DH3818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 DH3818'STATION IS AT 200 DULLES DRIVE, LAFAYETTE, LA.  IT IS IN FRONT(SE) OF
 DH3818'FUGRO-CHANCE, INC. OFFICES NORTHEAST-MOST BLDG,IN GRASSY AREA, MIDWAY
 DH3818'BETWEEN DULLES DRIVE AND SIDEWALK.  IT IS 0.5 M SE OF EYE BOLT SET IN
 DH3818'SEPARATE CONCRETE POST AND ABOUT 25 M SOUTH OF SIGN.  DISK HAS NO
 DH3818'PRECAST LOGO AND IS STAMPED '000M 9012'.  DISK IS SET ATOP A CONCRETE
 DH3818'POST WITH AN NGS LOGO CAP ATTACHED.  NOT SUITABLE FOR GRAVIMETER
 DH3818'WITHOUT TRIVOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1297 ***********************************************************************
 AT1297  DESIGNATION -  JEAN 1934
 AT1297  PID         -  AT1297
 AT1297  STATE/COUNTY-  LA/ST BERNARD
 AT1297  USGS QUAD   -  LAKE CUATRO CABALLO (1992)
 AT1297
 AT1297                         *CURRENT SURVEY CONTROL
 AT1297  ___________________________________________________________________
 AT1297* NAD 83(1992)-  29 42 02.20543(N)    089 38 50.41725(W)     ADJUSTED  
 AT1297* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1297  **This station is located in a subsidence area (see below).
 AT1297  ___________________________________________________________________
 AT1297  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1297  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AT1297
 AT1297  HORZ ORDER  -  THIRD
 AT1297
 AT1297.The horizontal coordinates were established by classical geodetic methods
 AT1297.and adjusted by the National Geodetic Survey in May 1994..
 AT1297
 AT1297 ** The orthometric height has not been validated since last determined
 AT1297 ** by differential leveling and should not be used for control purposes.
 AT1297 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1297 ** area with valid NAVD 88 orthometric heights.
 AT1297 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1297 ** epoch indicated which incorporates improved geoid heights for the
 AT1297 ** Southern Louisiana Subsidence area.
 AT1297 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1297.The orthometric height was scaled from a topographic map.
 AT1297
 AT1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1297
 AT1297.The geoid height was determined by GEOID03.
 AT1297
 AT1297;                    North         East     Units Scale Factor Converg.
 AT1297;SPC LA S     -   134,281.897 1,163,145.703   MT  0.99993939   +0 50 34.9
 AT1297;SPC LA S     -   440,556.52  3,816,087.19   sFT  0.99993939   +0 50 34.9
 AT1297;UTM  16      - 3,288,544.778   243,860.714   MT  1.00040957   -1 18 44.6
 AT1297
 AT1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1297!SPC LA S     -   1.00000396  x   0.99993939  =   0.99994335
 AT1297!UTM  16      -   1.00000396  x   1.00040957  =   1.00041353
 AT1297
 AT1297                          SUPERSEDED SURVEY CONTROL
 AT1297
 AT1297  NAD 83(1992)-  29 42 02.20538(N)    089 38 50.41769(W) AD(       ) 3
 AT1297  NAD 83(1986)-  29 42 02.21490(N)    089 38 50.42009(W) AD(       ) 3
 AT1297  NAD 27      -  29 42 01.46200(N)    089 38 50.21700(W) AD(       ) 3
 AT1297
 AT1297.Superseded values are not recommended for survey control.
 AT1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1297.See file dsdata.txt to determine how the superseded data were derived.
 AT1297
 AT1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4386188545(NAD 83)
 AT1297_MARKER: DS = TRIANGULATION STATION DISK
 AT1297_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1297_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1297
 AT1297  HISTORY     - Date     Condition        Report By
 AT1297  HISTORY     - 1934     MONUMENTED       CGS
 AT1297  HISTORY     - 1952     GOOD             CGS
 AT1297  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AT1297  HISTORY     - 19730401 MARK NOT FOUND   NGS
 AT1297
 AT1297                          STATION DESCRIPTION
 AT1297
 AT1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1297'IN HARD MARSH
 AT1297'GROUND ON THE NE
 AT1297'BANK OF THE BAYOU LA MER (BAYOU TERRE AUX BOEUFS)
 AT1297'AT ITS INTERSECTION WITH A BAYOU
 AT1297'THAT LEADS TO LAKE JEAN LOUIS
 AT1297'ROBIN WHICH IS ABOUT 11 MILES FROM THE MOUTH OF
 AT1297'BAYOU LA MER,
 AT1297'14 METERS (46 FEET) NE OF BAYOU LA MER, AND 31 METERS (102 FEET)
 AT1297'SE OF THE BAYOU
 AT1297'LEADING TO THE LAKE.  THE STATION IS MARKED BY A
 AT1297'STANDARD BRONZE DISK SET IN
 AT1297'CONCRETE AT THE TOP OF A TILE,
 AT1297'REFERENCE MARK NO. 1 IS
 AT1297'A STANDARD BRONZE
 AT1297'REFERENCE DISK SET IN CONCRETE, IS IN HARD MARSH
 AT1297'GROUND 10 METERS (33 FEET) FROM THE BANK OF BAYOU LA
 AT1297'MER AND 13.70 METERS (44.9
 AT1297'FEET) 1150 DEG (MAGNETIC) FROM THE STATION.
 AT1297'REFERENCE MARK NO. 2 IS A STANDARD BRONZE
 AT1297'REFERENCE DISK SET IN
 AT1297'CONCRETE IS IN HARD MARSH GROUND
 AT1297'14 METERS
 AT1297'(46 FEET) FROM THE BANK OF THE BAYOU LEADING TO LAKE JEAN
 AT1297'LOUIS ROBIN AND 17.11
 AT1297'METERS (56.1 FEET) 337 DEG (MAGNETIC) FROM THE STATION.
 AT1297
 AT1297                          STATION RECOVERY (1952)
 AT1297
 AT1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1297'ABOUT 2.6 MILES SE OF THE JUNCTION
 AT1297'OF BAYOU GENTILLY
 AT1297'(AT DELACROIX ISLAND) AND BAYOU TERRE AUX
 AT1297'BOEUFS (BAYOU LA MER) AND SET IN THE
 AT1297'MARSHLAND ON THE N BANK OF
 AT1297'BAYOU TERRE AUX BOEUFS IN THE NE QUARTER OF THE JUNCTION
 AT1297'OF BAYOU
 AT1297'TERRE AUX BOEUFS AND A BAYOU LEADING NE TO BOTTLE BAYOU.
 AT1297'
 AT1297'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 AT1297'CONCRETE POST
 AT1297'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 AT1297'ABOUT 95 FEET SE OF THE MOST SW
 AT1297'TIP OF THE NE QUARTER, ABOUT 19
 AT1297'FEET NE OF THE N BANK OF BAYOU TERRE AUX BOEUFS,
 AT1297'AND IS STAMPED JEAN 1934.
 AT1297'
 AT1297'R.M. 1 IS A STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING
 AT1297'ABOUT 2 INCHES
 AT1297'ABOVE THE GROUND.  IT IS ABOUT 42.9 FEET,
 AT1297'150 DEG (MAGNETIC)
 AT1297'STATION AND IS STAMPED JEAN NO 1 1934.
 AT1297'
 AT1297'R.M. 2 IS A STANDARD DISK SET IN TOP OF A CONCRETE POST ABOUT
 AT1297'LEVEL WITH THE
 AT1297'GROUND.  IT IS 17.11 METERS (56.1 FEET), 337 DEG (MAGNETIC)
 AT1297'FROM THE STATION AND IS STAMPED JEAN NO 2 1934.
 AT1297
 AT1297                          STATION RECOVERY (1965)
 AT1297
 AT1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1297'THE AREA HERE HAS ERODED BADLY AND ONLY ONE MARK WAS FOUND
 AT1297'ABOUT 10 FEET
 AT1297'OFFSHORE IN ABOUT 2-1/2 FEET OF WATER.  COULD NOT TELL
 AT1297'WHAT MARK IT WAS.
 AT1297'
 AT1297'STATION WAS REACHED BY FLOAT PLANE.
 AT1297
 AT1297                          STATION RECOVERY (1973)
 AT1297
 AT1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (FDE)
 AT1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2897 ***********************************************************************
 BX2897  DESIGNATION -  JEANE HILL
 BX2897  PID         -  BX2897
 BX2897  STATE/COUNTY-  LA/VERNON
 BX2897  USGS QUAD   -  FORT POLK (1974)
 BX2897
 BX2897                         *CURRENT SURVEY CONTROL
 BX2897  ___________________________________________________________________
 BX2897* NAD 83(1992)-  31 04 44.16792(N)    093 09 42.53868(W)     ADJUSTED  
 BX2897* NAVD 88     -       126.8    (meters)     416.     (feet)  VERTCON   
 BX2897  ___________________________________________________________________
 BX2897  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 BX2897  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX2897
 BX2897  HORZ ORDER  -  FIRST
 BX2897
 BX2897.The horizontal coordinates were established by classical geodetic methods
 BX2897.and adjusted by the National Geodetic Survey in January 1993..
 BX2897
 BX2897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2897
 BX2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2897
 BX2897.The geoid height was determined by GEOID03.
 BX2897
 BX2897;                    North         East     Units Scale Factor Converg.
 BX2897;SPC LA N     -    64,384.157   936,844.910   MT  1.00002105   -0 20 59.6
 BX2897;SPC LA N     -   211,233.69  3,073,632.01   sFT  1.00002105   -0 20 59.6
 BX2897;UTM  15      - 3,438,361.279   484,564.765   MT  0.99960294   -0 05 00.7
 BX2897
 BX2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2897!SPC LA N     -   0.99998426  x   1.00002105  =   1.00000531
 BX2897!UTM  15      -   0.99998426  x   0.99960294  =   0.99958720
 BX2897
 BX2897|---------------------------------------------------------------------|
 BX2897| PID    Reference Object                     Distance      Geod. Az  |
 BX2897|                                                           dddmmss.s |
 BX2897| CV7803 JEANE HILL RM 1                      23.397 METERS 12730     |
 BX2897| BK3010 WHISKEY CHITTO LOOKOUT TOWER        APPROX.11.4 KM 1434533.7 |
 BX2897| CV7802 JEANE HILL AZ MK                                   1753803.5 |
 BX2897| BK3018 DRAKE RM 3                          APPROX.10.7 KM 1773920.2 |
 BX2897| BX2896 CENTRAL LOOKOUT                     APPROX. 6.0 KM 2011358.2 |
 BX2897| CV7805 JEANE HILL RM 3                      24.355 METERS 23744     |
 BX2897| CV7804 JEANE HILL RM 2                      28.343 METERS 26156     |
 BX2897| BX2899 JEANE HILL RM A 1965                 28.219 METERS 26510     |
 BX2897|---------------------------------------------------------------------|
 BX2897
 BX2897                          SUPERSEDED SURVEY CONTROL
 BX2897
 BX2897  NAD 83(1986)-  31 04 44.18298(N)    093 09 42.53326(W) AD(       ) 1
 BX2897  NAD 27      -  31 04 43.50600(N)    093 09 41.95800(W) AD(       ) 1
 BX2897  NGVD 29 (07/19/86)  126.9    (m)          416.     (f) VERT ANG       
 BX2897
 BX2897.Superseded values are not recommended for survey control.
 BX2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2897.See file dsdata.txt to determine how the superseded data were derived.
 BX2897
 BX2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8456538361(NAD 83)
 BX2897_MARKER: DS = TRIANGULATION STATION DISK
 BX2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2897
 BX2897  HISTORY     - Date     Condition        Report By
 BX2897  HISTORY     - 1941     MONUMENTED       CGS
 BX2897  HISTORY     - 1943     MARK NOT FOUND   USE
 BX2897  HISTORY     - 1950     GOOD             CGS
 BX2897  HISTORY     - 1953     GOOD             CGS
 BX2897  HISTORY     - 1965     GOOD             CGS
 BX2897
 BX2897                          STATION DESCRIPTION
 BX2897
 BX2897'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2897'STATION IS ABOUT 7-1/2 MILES SE OF LEESVILLE, IN SECTION 11,
 BX2897'T 1 N, R 8 W, ON TOP OF A HIGH TIMBERED HILL ON LAND OWNED
 BX2897'BY J.W. JEANE.  IT IS 59 FEET W OF A 14-INCH PINE TREE, 20 FEET W
 BX2897'OF A DIM TRAIL ROAD, 18 FEET E OF A 12-INCH PINE TREE AND 5-1/2
 BX2897'FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED JEANE HILL
 BX2897'1941 AND PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 BX2897'GROUND.
 BX2897'
 BX2897'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2897'BRONZE DISKS SET IN CONCRETE.
 BX2897'
 BX2897'REFERENCE MARK NO. 1 IS 25 FEET S OF A 14-INCH PINE TREE.  IT
 BX2897'IS STAMPED JEANE HILL NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 BX2897'
 BX2897'REFERENCE MARK NO. 2 IS 30 FEET SW OF A 12-INCH PINE TREE.
 BX2897'IT IS STAMPED JEANE HILL NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 BX2897'
 BX2897'THE AZIMUTH MARK IS 20 FEET S OF THE CENTER OF A DIRT ROAD AND
 BX2897'4 FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED JEANE HILL
 BX2897'1941 AND PROJECTS ABOUT 6 INCHES.
 BX2897'
 BX2897'TO REACH THE STATION FROM THE COURTHOUSE IN LEESVILLE, GO E
 BX2897'AND S ON STATE HIGHWAY 118 FOR 6.7 MILES TO A GRADED DIRT ROAD
 BX2897'LEFT, TURN LEFT AND GO E FOR 2.8 MILES TO A FORK AND 3 MAIL
 BX2897'BOXES, TAKE LEFT FORK AND GO 0.2 MILE ON TRAIL ROAD UPHILL TO
 BX2897'A FORK AT THE TOP OF THE HILL, TAKE LEFT FORK AND GO ABOUT
 BX2897'40 YARDS TO THE HIGHEST POINT AND STATION.
 BX2897'
 BX2897'TO REACH THE AZIMUTH MARK FROM THE FORK AND MAIL BOXES MENTIONED
 BX2897'IN THE DESCRIPTION ABOVE, TAKE THE RIGHT FORK AND GO E 0.25 MILE
 BX2897'TO THE AZIMUTH MARK ON THE RIGHT.
 BX2897'
 BX2897'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2897
 BX2897                          STATION RECOVERY (1943)
 BX2897
 BX2897'RECOVERY NOTE BY US ENGINEERS 1943
 BX2897'STATION IS IN CAMP POLK.  THE HILL ON WHICH THE CONTROL STATION
 BX2897'IS SAID TO BE LOCATED WAS FOUND.  HOWEVER, THE STATION COULD
 BX2897'NOT BE LOCATED AND ALL THE REFERENCE MARKS APPEAR TO HAVE
 BX2897'BEEN DESTROYED.
 BX2897
 BX2897                          STATION RECOVERY (1950)
 BX2897
 BX2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX2897'STATION RECOVERED AND FOUND AS ORIGINALLY DESCRIBED, AND NOT
 BX2897'DESTROYED AS REPORTED BY THE (U.S.E.) IN 1943.
 BX2897'
 BX2897'STATION, REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION,
 BX2897'REFERENCE MARK NO. 2 IS IN A TILTED POSITION, EVIDENTLY HAS BEEN
 BX2897'HIT BY SOME MOBILE UNIT OF CAMP POLK, AND IS IN THE CAMP
 BX2897'POLK RESERVATION, THE AZIMUTH MARK WAS NOT SEARCHED FOR, A NEW
 BX2897'DESCRIPTION TO REACH IS AS FOLLOWS.
 BX2897'
 BX2897'FROM THE COURTHOUSE IN LEESVILLE, GO EAST ON LOUISIANA STATE
 BX2897'HIGHWAY 21 FOR 4.4 MILES TO A PAVED CROSSROADS, (CAMP POLK
 BX2897'ROAD) TURN RIGHT FOLLOW PAVED ROAD SOUTHERLY FOR 5.1 MILES
 BX2897'TO AN OILED SIDE ROAD ON LEFT EAST, TURN LEFT EAST FOLLOWING
 BX2897'THE OILED ROAD FOR 2.3 MILES TO A TIMBERED HILL ON THE LEFT NORTH
 BX2897'ABOUT 150 YARDS AND STATION AS PREVIOUSLY DESCRIBED.
 BX2897
 BX2897                          STATION RECOVERY (1953)
 BX2897
 BX2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (MOL)
 BX2897'STATION RECOVERED AS DESCRIBED.  THE MONUMENT HAS BEEN RUN
 BX2897'OVER BY SOME HEAVY KIND OF EQUIPMENT BUT DONT BELIEVE THE POSITION
 BX2897'HAS BEEN ALTERED.  VISIBILITY NOT GOOD FOR ANY LONE DISTANCE
 BX2897'FROM THE GROUND NOT VISIBLE TO AZIMUTH WITHOUT CLEARING
 BX2897'LINE.
 BX2897'
 BX2897'REFERENCE MARKS WERE FOUND.  ONE OF THEM MIGHT HAVE BEEN
 BX2897'DISTURBED.
 BX2897'
 BX2897'IT IS 348.6 FEET TO INTERSECTION OF ROADS NE OF STATION.  173
 BX2897'FEET TO INTERSECTION OF ROADS SE OF STATION.  186.1 FEET TO
 BX2897'INTERSECTION OF ROADS SW OF STATION.
 BX2897'
 BX2897'AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.  TABLET
 BX2897'IS 0.30 FEET ABOVE GROUND 0.50 FEET HIGHER THAN CENTERLINE OF
 BX2897'ROAD.
 BX2897
 BX2897                          STATION RECOVERY (1965)
 BX2897
 BX2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2897'STATION WAS RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK NUMBER
 BX2897'2 ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 2 WAS FOUND IN
 BX2897'A TILTED POSITION.  IT HAS BEEN DESTROYED AND A REFERENCE MARK
 BX2897'NUMBER 3 HAS BEEN ESTABLISHED.
 BX2897'
 BX2897'THE AZIMUTH MARK COULD NOT BE OBSERVED FROM THE STATION
 BX2897'TOWER, DUE TO HIGH TREES OBSTRUCTING THE LINE.
 BX2897'
 BX2897'STATION MARK IS 51.3 FEET NORTH-NORTHWEST OF AN 18-INCH TRIANGULAR
 BX2897'BLAZED PINE TREE, 29-1/2 FEET NORTH-NORTHWEST OF THE CENTER
 BX2897'OF A SAND WOODS ROAD AND 4.3 FEET SOUTH-SOUTHEAST OF A METAL
 BX2897'WITNESS POST.  MARK PROJECTS ABOUT 3 INCHES AND IS STAMPED
 BX2897'JEANE HILL 1941.
 BX2897'
 BX2897'REFERENCE MARK NUMBER 1 IS 45.3 FEET EAST OF THE TRIANGULAR BLAZED
 BX2897'PINE TREE AND 37 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE WOODS
 BX2897'ROAD.  MARK PROJECTS ABOUT 3 INCHES AND IS STAMPED JEANE
 BX2897'HILL NO 1 1941.
 BX2897'
 BX2897'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK,
 BX2897'STAMPED JEANE HILL NO 3 1941, SET IN THE TOP OF A ROUND CONCRETE
 BX2897'MONUMENT THAT PROJECTS ABOUT 4 INCHES.  MARK IS 87.3
 BX2897'FEET WEST OF THE TRIANGULAR BLAZED PINE TREE, 19-1/2 FEET
 BX2897'NORTH-NORTHWEST OF THE CENTER OF THE CENTER OF THE WOODS ROAD
 BX2897'AND 5.1 FEET NORTHEAST OF AN 18-INCH PINE TREE.
 BX2897'
 BX2897'AZIMUTH MARK IS 15-1/2 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 BX2897'A SAND WOODS ROAD AND 2.8 FEET NORTH-NORTHWEST OF A METAL WITNESS
 BX2897'POST.  MARK PROJECTS ABOUT 3 INCHES AND IS STAMPED JEANE
 BX2897'HILL 1941.
 BX2897'
 BX2897'STATION IS REACHED FROM THE INTERSECTION OF SOUTH 3RD. AND
 BX2897'EAST LULA STREETS IN THE TOWN OF LEESVILLE.  GO EAST ON EAST
 BX2897'LULA STREET AND STATE HIGHWAY 468 FOR 4.3 MILES TO THE JUNCTION
 BX2897'WITH STATE HIGHWAY 184.  TURN RIGHT AND GO SOUTH ON HIGHWAY
 BX2897'184 FOR 2.75 MILES TO THE ENTRANCE TO THE FORT POLK RESERVATION.
 BX2897'CONTINUE STRAIGHT AHEAD, ON HIGHWAY 184 FOR 2.2 MILES TO MILL
 BX2897'CREEK ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY, ON MILL
 BX2897'CREEK ROAD FOR 2.2 MILES TO A SAND ROAD LEFT.  TURN LEFT AND
 BX2897'GO ABOUT 150 FEET.  THENCE RIGHT AND CONTINUE ON A SAND WOODS
 BX2897'ROAD FOR 0.15 MILE TO A FORK.  KEEP RIGHT AND CONTINUE ON
 BX2897'ROAD FOR 0.1 MILE TO THE TOP OF A GRADE AND THE STATION MARK
 BX2897'ON THE LEFT.
 BX2897'
 BX2897'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF MILL CREEK ROAD
 BX2897'AND THE SAND ROAD WHICH LEADS TO THE STATION.  CONTINUE EAST,
 BX2897'ON MILL CREEK ROAD FOR ABOUT 150 FEET.  THENCE BEAR RIGHT
 BX2897'AND FOLLOW A SAND ROAD SOUTHEAST FOR 0.3 MILE TO THE MARK ON
 BX2897'THE RIGHT, AS DESCRIBED.
 BX2897'
 BX2897'HEIGHT OF TELESCOPE ABOVE THE STATION MARK IS 23.61 METERS.
 BX2897'
 BX2897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 BX2897'SOUTHEAST OF LEESVILLE.
 BX2897'
 BX2897'HEIGHT OF LIGHT ABOVE STATION MARK 85.79 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2899 ***********************************************************************
 BX2899  DESIGNATION -  JEANE HILL RM A 1965
 BX2899  PID         -  BX2899
 BX2899  STATE/COUNTY-  LA/VERNON
 BX2899  USGS QUAD   -  FORT POLK (1974)
 BX2899
 BX2899                         *CURRENT SURVEY CONTROL
 BX2899  ___________________________________________________________________
 BX2899* NAD 83(1992)-  31 04 44.09077(N)    093 09 43.59949(W)     ADJUSTED  
 BX2899* NAVD 88     -       126.2    (meters)     414.     (feet)  VERTCON   
 BX2899  ___________________________________________________________________
 BX2899  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 BX2899  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX2899
 BX2899  HORZ ORDER  -  FIRST
 BX2899
 BX2899.The horizontal coordinates were established by classical geodetic methods
 BX2899.and adjusted by the National Geodetic Survey in January 1993..
 BX2899
 BX2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2899
 BX2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2899
 BX2899.The geoid height was determined by GEOID03.
 BX2899
 BX2899;                    North         East     Units Scale Factor Converg.
 BX2899;SPC LA N     -    64,381.953   936,816.776   MT  1.00002106   -0 21 00.2
 BX2899;SPC LA N     -   211,226.46  3,073,539.71   sFT  1.00002106   -0 21 00.2
 BX2899;UTM  15      - 3,438,358.945   484,536.654   MT  0.99960295   -0 05 01.3
 BX2899
 BX2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2899!SPC LA N     -   0.99998435  x   1.00002106  =   1.00000541
 BX2899!UTM  15      -   0.99998435  x   0.99960295  =   0.99958731
 BX2899
 BX2899:                Primary Azimuth Mark                     Grid Az
 BX2899:SPC LA N     -  SLAGLE                                   001 03 42.9
 BX2899:UTM  15      -  SLAGLE                                   000 47 44.0
 BX2899
 BX2899|---------------------------------------------------------------------|
 BX2899| PID    Reference Object                     Distance      Geod. Az  |
 BX2899|                                                           dddmmss.s |
 BX2899| BX2904 SLAGLE                              APPROX.10.4 KM 0004242.7 |
 BX2899| BX2897 JEANE HILL                           28.219 METERS 08510     |
 BX2899|---------------------------------------------------------------------|
 BX2899
 BX2899                          SUPERSEDED SURVEY CONTROL
 BX2899
 BX2899  NAD 83(1986)-  31 04 44.10581(N)    093 09 43.59428(W) AD(       ) 1
 BX2899  NAD 27      -  31 04 43.42885(N)    093 09 43.01878(W) AD(       ) 1
 BX2899  NGVD 29 (07/19/86)  126.3    (m)          414.     (f) VERT ANG       
 BX2899
 BX2899.Superseded values are not recommended for survey control.
 BX2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2899.See file dsdata.txt to determine how the superseded data were derived.
 BX2899
 BX2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8453738359(NAD 83)
 BX2899_MARKER: DS = TRIANGULATION STATION DISK
 BX2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2899+STABILITY: SURFACE MOTION
 BX2899
 BX2899  HISTORY     - Date     Condition        Report By
 BX2899  HISTORY     - 1965     MONUMENTED       CGS
 BX2899  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2899
 BX2899                          STATION DESCRIPTION
 BX2899
 BX2899'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2899'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 BX2899'PROPERTY AS TRIANGULATION STATION JEANE HILL 1941.
 BX2899'
 BX2899'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK
 BX2899'DISK, SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 BX2899'THAT PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BX2899'DISK IS STAMPED JEANE HILL RM A 1965.  THE MARK IS 61-1/2 FEET
 BX2899'NORTHEAST OF THE CENTER OF TRACK ROAD, 42.76 FEET OR 13.033
 BX2899'METERS NORTH OF REFERENCE MARK NO. 3, 40-1/2 FEET NORTH OF A 12
 BX2899'INCH PINE TREE, 37 FEET SOUTH OF A 12 INCH PINE TREE AND 4.3
 BX2899'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BX2899'
 BX2899'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JEANE
 BX2899'HILL 1941, DISTANCE BEING 28.218 METERS OR 92.58 FEET.
 BX2899
 BX2899                          STATION RECOVERY (2001)
 BX2899
 BX2899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2899'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2539 ***********************************************************************
 AU2539  DESIGNATION -  JEANERETTE MUN TANK 1969
 AU2539  PID         -  AU2539
 AU2539  STATE/COUNTY-  LA/IBERIA
 AU2539  USGS QUAD   -  JEANERETTE (1994)
 AU2539
 AU2539                         *CURRENT SURVEY CONTROL
 AU2539  ___________________________________________________________________
 AU2539* NAD 83(1992)-  29 54 43.12865(N)    091 40 31.72004(W)     ADJUSTED  
 AU2539* NAVD 88     -                                                        
 AU2539  **This station is located in a subsidence area (see below).
 AU2539  ___________________________________________________________________
 AU2539  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU2539  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AU2539
 AU2539  HORZ ORDER  -  THIRD
 AU2539
 AU2539.The horizontal coordinates were established by classical geodetic methods
 AU2539.and adjusted by the National Geodetic Survey in January 1993..
 AU2539
 AU2539 ** The orthometric height has not been validated since last determined
 AU2539 ** by differential leveling and should not be used for control purposes.
 AU2539 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2539 ** area with valid NAVD 88 orthometric heights.
 AU2539 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2539 ** epoch indicated which incorporates improved geoid heights for the
 AU2539 ** Southern Louisiana Subsidence area.
 AU2539 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2539
 AU2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2539
 AU2539.The geoid height was determined by GEOID03.
 AU2539
 AU2539;                    North         East     Units Scale Factor Converg.
 AU2539;SPC LA S     -   156,559.311   966,961.123   MT  0.99992694   -0 10 15.9
 AU2539;SPC LA S     -   513,645.01  3,172,438.28   sFT  0.99992694   -0 10 15.9
 AU2539;UTM  15      - 3,309,769.200   627,865.454   MT  0.99980172   +0 39 38.1
 AU2539
 AU2539                          SUPERSEDED SURVEY CONTROL
 AU2539
 AU2539  NAD 83(1986)-  29 54 43.15077(N)    091 40 31.71493(W) AD(       ) 4
 AU2539  NAD 27      -  29 54 42.41400(N)    091 40 31.30310(W) AD(       ) 3
 AU2539
 AU2539.Superseded values are not recommended for survey control.
 AU2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2539.See file dsdata.txt to determine how the superseded data were derived.
 AU2539
 AU2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2786509769(NAD 83)
 AU2539_MARKER: 53 = ELEVATED TANK
 AU2539
 AU2539  HISTORY     - Date     Condition        Report By
 AU2539  HISTORY     - 1969     FIRST OBSERVED   CGS
 AU2539  HISTORY     - 19950430 GOOD             USPSQD
 AU2539
 AU2539                          STATION DESCRIPTION
 AU2539
 AU2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2539'THE STATION IS THE RED LIGHT AT THE TOP CENTER OF THE JEANERETTE
 AU2539'MUNICIPAL WATER TANK, LOCATED NEAR THE WEST EDGE OF JEANERETTE IN
 AU2539'THE SOUTHWEST ANGLE OF THE INTERSECTION OF DUROCHER AVENUE AND
 AU2539'PELLERIN STREET.  THE TANK IS PAINTED GREEN, SUPPORTED BY A
 AU2539'SIX-LEGGED STEEL STRUCTURE AND IS ABOUT 150 FEET HIGH.
 AU2539
 AU2539                          STATION RECOVERY (1995)
 AU2539
 AU2539'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2533 ***********************************************************************
 AU2533  DESIGNATION -  JEANERETTE MUNICIPAL TANK
 AU2533  PID         -  AU2533
 AU2533  STATE/COUNTY-  LA/IBERIA
 AU2533  USGS QUAD   -  JEANERETTE (1994)
 AU2533
 AU2533                         *CURRENT SURVEY CONTROL
 AU2533  ___________________________________________________________________
 AU2533* NAD 83(1992)-  29 54 45.78924(N)    091 39 51.21273(W)     ADJUSTED  
 AU2533* NAVD 88     -                                                        
 AU2533  **This station is located in a subsidence area (see below).
 AU2533  ___________________________________________________________________
 AU2533  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU2533  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AU2533
 AU2533  HORZ ORDER  -  THIRD
 AU2533
 AU2533.The horizontal coordinates were established by classical geodetic methods
 AU2533.and adjusted by the National Geodetic Survey in January 1993..
 AU2533
 AU2533 ** The orthometric height has not been validated since last determined
 AU2533 ** by differential leveling and should not be used for control purposes.
 AU2533 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2533 ** area with valid NAVD 88 orthometric heights.
 AU2533 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2533 ** epoch indicated which incorporates improved geoid heights for the
 AU2533 ** Southern Louisiana Subsidence area.
 AU2533 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2533
 AU2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2533
 AU2533.The geoid height was determined by GEOID03.
 AU2533
 AU2533;                    North         East     Units Scale Factor Converg.
 AU2533;SPC LA S     -   156,638.039   968,047.899   MT  0.99992692   -0 09 55.6
 AU2533;SPC LA S     -   513,903.30  3,176,003.82   sFT  0.99992692   -0 09 55.6
 AU2533;UTM  15      - 3,309,863.682   628,950.838   MT  0.99980516   +0 39 58.4
 AU2533
 AU2533                          SUPERSEDED SURVEY CONTROL
 AU2533
 AU2533  NAD 83(1986)-  29 54 45.81107(N)    091 39 51.20839(W) AD(       ) 4
 AU2533  NAD 27      -  29 54 45.07658(N)    091 39 50.80174(W) AD(       ) 3
 AU2533
 AU2533.Superseded values are not recommended for survey control.
 AU2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2533.See file dsdata.txt to determine how the superseded data were derived.
 AU2533
 AU2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2895109864(NAD 83)
 AU2533_MARKER: 53 = ELEVATED TANK
 AU2533
 AU2533  HISTORY     - Date     Condition        Report By
 AU2533  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2533  HISTORY     - 1957     GOOD             CGS
 AU2533  HISTORY     - 19950430 MARK NOT FOUND   USPSQD
 AU2533
 AU2533                          STATION DESCRIPTION
 AU2533
 AU2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2533'STATION RECOVERED IN GOOD CONDITION.  THERE IS NO PREVIOUS
 AU2533'DESCRIPTION.  A DESCRIPTION FOLLOWS--
 AU2533'
 AU2533'THE STATION IS LOCATED IN THE TOWN OF JEANERETTE, 210.2
 AU2533'FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 90 AND 48.6
 AU2533'FEET NORTHWEST OF CENTERLINE OF LOUISIANA HIGHWAY 671.  IT
 AU2533'IS A STEEL ELEVATED WATER TANK PAINTED SILVER.
 AU2533
 AU2533                          STATION RECOVERY (1995)
 AU2533
 AU2533'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1719 ***********************************************************************
 AU1719  DESIGNATION -  JEANERETTE RESET
 AU1719  PID         -  AU1719
 AU1719  STATE/COUNTY-  LA/IBERIA
 AU1719  USGS QUAD   -  JEANERETTE (1994)
 AU1719
 AU1719                         *CURRENT SURVEY CONTROL
 AU1719  ___________________________________________________________________
 AU1719* NAD 83(1992)-  29 55 29.95223(N)    091 42 41.34390(W)     ADJUSTED  
 AU1719* NAVD 88     -         6.30   (+/-2cm)      20.7  **(feet)  VERTCON   
 AU1719  **This station is located in a subsidence area (see below).
 AU1719  ___________________________________________________________________
 AU1719  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU1719  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AU1719
 AU1719  HORZ ORDER  -  FIRST
 AU1719  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1719
 AU1719.The horizontal coordinates were established by classical geodetic methods
 AU1719.and adjusted by the National Geodetic Survey in January 1993..
 AU1719
 AU1719 ** The orthometric height has not been validated since last determined
 AU1719 ** by differential leveling and should not be used for control purposes.
 AU1719 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1719 ** area with valid NAVD 88 orthometric heights.
 AU1719 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1719 ** epoch indicated which incorporates improved geoid heights for the
 AU1719 ** Southern Louisiana Subsidence area.
 AU1719 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1719.The vertical order pertains to the NGVD 29 superseded value.
 AU1719
 AU1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1719
 AU1719.The geoid height was determined by GEOID03.
 AU1719
 AU1719;                    North         East     Units Scale Factor Converg.
 AU1719;SPC LA S     -   158,011.916   963,488.945   MT  0.99992662   -0 11 20.7
 AU1719;SPC LA S     -   518,410.76  3,161,046.65   sFT  0.99992662   -0 11 20.7
 AU1719;UTM  15      - 3,311,171.061   624,373.009   MT  0.99979085   +0 38 34.4
 AU1719
 AU1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1719!SPC LA S     -   1.00000318  x   0.99992662  =   0.99992980
 AU1719!UTM  15      -   1.00000318  x   0.99979085  =   0.99979403
 AU1719
 AU1719:                Primary Azimuth Mark                     Grid Az
 AU1719:SPC LA S     -  JEANERETTE SAW MILL TK                   102 24 49.1
 AU1719:UTM  15      -  JEANERETTE SAW MILL TK                   101 34 54.0
 AU1719
 AU1719|---------------------------------------------------------------------|
 AU1719| PID    Reference Object                     Distance      Geod. Az  |
 AU1719|                                                           dddmmss.s |
 AU1719| AU2538 JEANERETTE SAW MILL TK              APPROX. 4.5 KM 1021328.4 |
 AU1719| AU2532 JEANERETTE ST PETERS CATH CH        APPROX. 4.1 KM 1040951.6 |
 AU1719| AU2533 JEANERETTE MUNICIPAL TANK           APPROX. 4.8 KM 1063453.6 |
 AU1719| AU2539 JEANERETTE MUN TANK 1969            APPROX. 3.8 KM 1123047.5 |
 AU1719| AU2522 ADELINE PLANTATION MILL STACK       APPROX.13.4 KM 1132332.9 |
 AU1719| CV9926 JEANERETTE RM 6                      28.766 METERS 14526     |
 AU1719| AU2543 JEANERETTE RM 7                      45.023 METERS 22211     |
 AU1719| AU1720 JEANERETTE RM 1                      44.409 METERS 22449     |
 AU1719| BJ5135 NEW IBERIA POST OFFICE STEEPLE      APPROX.13.3 KM 3101340.7 |
 AU1719| BJ5136 NEW IBERIA ST PETERS CATH CH        APPROX.13.6 KM 3102337.0 |
 AU1719| AU2592 NEW IBERIA BOLDT PAPER CO STK       APPROX.11.7 KM 3130734.5 |
 AU1719| AU2591 NEW IBERIA TECHE RICE CO TANK       APPROX.11.9 KM 3132237.4 |
 AU1719| AU1721 JEANERETTE RM 2                                    31408     |
 AU1719| AU1724 L 277                                              3154007.5 |
 AU1719| AU1722 JEANERETTE RM 4                       4.631 METERS 35522     |
 AU1719|---------------------------------------------------------------------|
 AU1719
 AU1719                          SUPERSEDED SURVEY CONTROL
 AU1719
 AU1719  NAD 83(1986)-  29 55 29.97363(N)    091 42 41.33812(W) AD(       ) 1
 AU1719  NGVD 29 (??/??/??)    6.323  (m)           20.74   (f) ADJUSTED    1 2
 AU1719
 AU1719.Superseded values are not recommended for survey control.
 AU1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1719.See file dsdata.txt to determine how the superseded data were derived.
 AU1719
 AU1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2437311171(NAD 83)
 AU1719_MARKER: DS = TRIANGULATION STATION DISK
 AU1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1719_STAMPING: JEANERETTE 1931 1957
 AU1719_PROJECTION: RECESSED 15 CENTIMETERS
 AU1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1719+STABILITY: SURFACE MOTION
 AU1719
 AU1719  HISTORY     - Date     Condition        Report By
 AU1719  HISTORY     - 1957     MONUMENTED       CGS
 AU1719  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AU1719  HISTORY     - 1964     GOOD             CGS
 AU1719  HISTORY     - 1968     GOOD             CGS
 AU1719  HISTORY     - 1969     GOOD             CGS
 AU1719  HISTORY     - 1969     GOOD             CGS
 AU1719  HISTORY     - 1969     GOOD             CGS
 AU1719  HISTORY     - 1974     GOOD             NGS
 AU1719
 AU1719                          STATION DESCRIPTION
 AU1719
 AU1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU1719'THE STATION MARK WAS RECOVERED IN POOR CONDITION, THE SUB
 AU1719'SURFACE MARK WAS RECOVERED, AND A NEW SURFACE MARK WAS SET
 AU1719'IN THE EXACT PRECISE POSTION.  R.M. NO 1 WAS DESTROYED, R.M.
 AU1719'NO 2 WAS RECOVERED IN GOOD CONDITION.
 AU1719'
 AU1719'THREE NEW REFERENCE MARKS NUMBERS 3, 4 AND 5 WERE ESTABLISHED.
 AU1719'
 AU1719'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU1719'
 AU1719'TO REACH THE STATION FROM THE POST OFFICE IN JEANERETTE, GO
 AU1719'NW ON U.S. HWY. 90, 1.1 MILES, TURN LEFT AND GO SW FOR 1.5 MILES
 AU1719'ON LA. HWY. 672, TURN RIGHT AND GO 1.4 MILES ON LA. HWY. 85
 AU1719'TO STATION SITE.
 AU1719'
 AU1719'THE STATION MARK IS ON THE PROPERTY OF MR. JOE GLOUBRECHT.  IT
 AU1719'IS 50.5 FT. SW OF THE CENTERLINE OF LA. HWY. 85, 20.2 FT. SW
 AU1719'OF POWER POLE NO. 41315, AND 9.0 FT. SW OF A WIRE FENCE, IT
 AU1719'IS A STANDARD DISK STAMPED JEANERETTE 1931, 1957, SET IN A 10
 AU1719'INCH PIPE FILLED WITH CONCRETE, 1 FOOT BELOW THE SURFACE OF
 AU1719'THE GROUND.
 AU1719'
 AU1719'REFERENCE MARK NO. 2 IS ABOUT 1/4 MILE NW OF THE STATION AT
 AU1719'THE NORTH CORNER OF CULTIVATED FIELD.  IT IS 38.6 FT. NW OF
 AU1719'END OF DITCH IN FIELD.  IT IS A STANDARD DISK STAMPED JEANERETTE
 AU1719'NO 2 1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 AU1719'PROJECTING 15 IN.
 AU1719'
 AU1719'REFERENCE MARK NO. 3 IS 38.0 FT NE OF THE CENTERLINE OF LA. HWY
 AU1719'85 AND 2 FT. W OF TELEPHONE POLE NO. 69.  IT IS A STANDARD DISK
 AU1719'SET IN TOP OF A 10 IN SQUARE CONCRETE MONUMENT PROJECTING 4
 AU1719'INCHES, AND STAMPED JEANERETTE NO 3 1931, 1957.
 AU1719'
 AU1719'REFERENCE MARK NO. 4 IS 41.0 FT. SW OF CENTERLINE OF LA. HWY.
 AU1719'85, AND 1 FOOT NORTH OF A WIRE FENCE, IT IS A STANDARD DISK SET
 AU1719'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 IN,
 AU1719'STAMPED JEANERETTE NO 4 1931, 1957.
 AU1719'
 AU1719'REFERENCE MARK NO. 5 IS 41.0 FT. SOUTH OF CENTERLINE OF LA.
 AU1719'HWY. 85, 1 FT. NORTH OF A WIRE FENCE, AND WAS SET ON RANGE
 AU1719'WITH THE JEANERETTE MUNICIPAL WATER TANK.  IT IS A STANDARD
 AU1719'DISK SET IN THE TOP OF A 10 IN SQUARE CONCRETE MONUMENT
 AU1719'PROJECTING 4 IN, AND STAMPED JEANERETTE NO 5 1931, 1957.
 AU1719
 AU1719                          STATION RECOVERY (1964)
 AU1719
 AU1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AU1719'THE STATION MARK, STAMPED JEANERETTE 1931 1957, IS ABOUT 1.0
 AU1719'MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AU1719'STATION AT JEANERETTE, THENCE 1.0 MILE SOUTHWEST AND 1.3 MILES
 AU1719'NORTHWEST ALONG STATE HIGHWAY 85, IN S 23, T 13 S, R 7 E, 150
 AU1719'FEET NORTH OF THE NORTH CORNER OF A WHITE FARMHOUSE, 77 FEET
 AU1719'NORTHWEST OF THE CENTER LINE OF A GRAVELED DRIVE LEADING TO
 AU1719'THE HOUSE, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AU1719'20 FEET SOUTH OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY,
 AU1719'AND SET IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES BELOW
 AU1719'THE LEVEL OF THE GROUND.
 AU1719'
 AU1719'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  A LADY WHO LIVES
 AU1719'AT THE DESCRIBED LOCATION OF THIS MARK STATED THAT THE MARK
 AU1719'HAS BEEN MOVED TO ANOTHER LOCATION.
 AU1719'
 AU1719'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  A CONCRETE POST
 AU1719'WAS FOUND ON THE TOP OF THE GROUND AT THE DESCRIBED LOCATION
 AU1719'OF THIS MARK.  THE IMPRINT OF A DISK WAS EVIDENT IN THE POST BUT
 AU1719'THE DISK WAS NOT RECOVERED.
 AU1719
 AU1719                          STATION RECOVERY (1968)
 AU1719
 AU1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (MJM)
 AU1719'THE STATION WAS VISITED 10/9/68 AND THE STATION MARK WAS FOUND IN
 AU1719'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AU1719'
 AU1719'THE STATION IS LOCATED 2.5 MILES WEST OF JEANERETTE AND 9.0
 AU1719'MILES SOUTHEAST OF NEW IBERIA, IN SECTION 22, T13S, R7E, AND
 AU1719'ON PROPERTY OWNED BY MR. R. W. GLAUBRECHT.  IT IS 150 FEET NORTH
 AU1719'OF THE NORTH CORNER OF A WHITE FARMHOUSE, 77 FEET NORTHWEST
 AU1719'OF THE CENTERLINE OF A SHELL DRIVEWAY, 51 FEET SOUTHWEST OF THE
 AU1719'CENTERLINE OF LOUISIANA HIGHWAY 85, 20 FEET SOUTH OF A POWER
 AU1719'POLE.  A STEEL WITNESS POST IS SET 1.5 FEET SOUTH OF THE MARK.
 AU1719'
 AU1719'IT IS A STANDARD TRIANGULATION DISC, STAMPED JEANERETTE 1931
 AU1719'1957 AND IS 6 INCHES UNDER THE SURFACE OF THE GROUND.
 AU1719'
 AU1719'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 AU1719'
 AU1719'REFERENCE MARK NO. 2 WAS SEARCHED FOR AND NOT RECOVERED.
 AU1719'
 AU1719'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD STATION
 AU1719'IN JEANERETTE TRAVEL NORTHWEST ALONG THE SOUTHERN PACIFIC
 AU1719'RAILROAD TRACK FOR ABOUT 1.2 MILES TO ITS INTERSECTION WITH
 AU1719'LOUISIANA HIGHWAY 85.  THENCE ABOUT 1.0 MILE SOUTHWEST ALONG
 AU1719'LOUISIANA HIGHWAY 85 TO THE INTERSECTION OF LOUISIANA HIGHWAYS
 AU1719'85 AND 668.  THENCE ABOUT 1.4 MILES NORTHWEST ALONG LOUISIANA
 AU1719'HIGHWAY 85 TO THE MARK ON THE LEFT.
 AU1719'
 AU1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES WEST
 AU1719
 AU1719                          STATION RECOVERY (1969)
 AU1719
 AU1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AU1719'3.3 MI W FROM JEANERETTE.
 AU1719'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 AU1719'FROM THE STATION AT JEANERETTE, THENCE 1.0 MILE SOUTHWEST ALONG STATE
 AU1719'HIGHWAY 85, THENCE 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 85, AT THE
 AU1719'EAST CORNER OF A SMALL PASTURE, 90 FEET WEST OF THE CENTER OF THE
 AU1719'JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING SOUTHWEST TO A ONE
 AU1719'STORY WHITE FRAME HOUSE, 76 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 AU1719'THE DRIVEWAY, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 44
 AU1719'FEET SOUTHEAST OF THE EAST ONE OF 6 24-INCH PECAN TREES, 20 1/2 FEET
 AU1719'SOUTH OF A POWER LINE POLE, 1.6 FEET NORTHEAST OF A METAL WITNESS
 AU1719'POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 AU1719'CONCRETE POST 1/2 FOOT UNDERGROUND.
 AU1719
 AU1719                          STATION RECOVERY (1969)
 AU1719
 AU1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 AU1719'THE STATION, R.M. 3 AND 4 WERE ALL RECOVERED AND IN GOOD
 AU1719'CONDITION.
 AU1719'
 AU1719'THE STATION MAY BE REACHED BY GOING 1.0 MILE NORTHWEST ALONG
 AU1719'THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT
 AU1719'JEANERETTE, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 85,
 AU1719'THENCE 1.3 MILE NORTHWEST ALONG STATE HIGHWAY 85, AT THE EAST
 AU1719'CORNER OF A SMALL PASTURE, 90 FEET WEST OF THE CENTER OF THE
 AU1719'JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING SOUTHWEST TO
 AU1719'A ONE-STORY WHITE FRAME HOUSE, 76-1/2 FEET NORTHWEST OF THE
 AU1719'CENTER LINE OF DRIVEWAY, 50 FEET SOUTHWEST OF THE CENTER LINE
 AU1719'OF THE HIGHWAY, 44 FEET SOUTHEAST OF THE EAST ONE OF 6- PECAN
 AU1719'TREES, 20-1/2 FEET SOUTH OF A POWER LINE POLE, 1.6 FEET
 AU1719'NORTHEAST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL
 AU1719'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 1/2
 AU1719'FOOT UNDERGROUND.
 AU1719'
 AU1719'R.M. 3 IS 91.7 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 AU1719'THE STATION, 39-1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 AU1719'HIGHWAY, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 AU1719'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AU1719'
 AU1719'R.M. 4 IS 15.1 FEET NORTH OF THE STATION MARK, 39-1/2 FEET
 AU1719'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 95 FEET WEST OF THE
 AU1719'CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING
 AU1719'TO A RESIDENCE, 6-1/2 FEET SOUTHEAST OF A POWER LINE POLE, 1 FOOT
 AU1719'NORTH OF A FENCE LINE, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 AU1719'AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL
 AU1719'OF THE GROUND.
 AU1719'
 AU1719'BENCH MARK L 277 1969 IS ABOUT 0.35 MILE NORTHWEST OF THE
 AU1719'STATION MARK AND COULD BE USED FOR AN AZIMUTH MARK.
 AU1719'
 AU1719'THE MARK IS 0.25 MILE SOUTHEAST OF THE JUNCTION OF STATE
 AU1719'HIGHWAY 674 LEADING NORTHWEST, 61-1/2 FEET EAST OF THE CENTER
 AU1719'OF THE JUNCTION OF THE HIGHWAY AND A FARM ROAD LEADING SOUTHWEST,
 AU1719'38.2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.8 FEET
 AU1719'WEST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE LINE, 1.5
 AU1719'FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL
 AU1719'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AU1719'4 INCHES.  A BM DISK STAMPED L 277 1969.
 AU1719'
 AU1719'R.M. 5, NOT RECOVERED THIS DATE.
 AU1719'
 AU1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 AU1719'WEST OF CENTER OF CITY OF JEANERETTE.
 AU1719
 AU1719                          STATION RECOVERY (1969)
 AU1719
 AU1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU1719'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 AU1719'CONDITION.  REFERENCE MARKS 2 AND 3 WERE FOUND TO BE DESTROYED.
 AU1719'REFERENCE MARK 5 COULD NOT BE FOUND.  REFERENCE MARKS 6 AND 7 WERE
 AU1719'ESTABLISHED AT THIS TIME.  DUE TO OVERHEAD POWER LINES A TOWER
 AU1719'COULD NOT BE ERECTED OVER THE STATION AND REFERENCE MARK 7 WAS
 AU1719'OCCUPIED AS A STATION.
 AU1719'THE STATION IS ALSO A BENCH MARK.
 AU1719
 AU1719                          STATION RECOVERY (1974)
 AU1719
 AU1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RT)
 AU1719'THE STATION WAS VISITED 10-30-74 AND THE STATION MARK, R.M. 4,
 AU1719'R.M. 7 AND AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 AU1719'
 AU1719'THE 1969 DESCRIPTION IS ADEQUATE.
 AU1719'
 AU1719'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU1719'
 AU1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 AU1719'NORTHWEST OF JEANERETTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2543 ***********************************************************************
 AU2543  DESIGNATION -  JEANERETTE RM 7
 AU2543  PID         -  AU2543
 AU2543  STATE/COUNTY-  LA/IBERIA
 AU2543  USGS QUAD   -  JEANERETTE (1994)
 AU2543
 AU2543                         *CURRENT SURVEY CONTROL
 AU2543  ___________________________________________________________________
 AU2543* NAD 83(1992)-  29 55 28.86870(N)    091 42 42.47102(W)     ADJUSTED  
 AU2543* NAVD 88     -         5.98   (+/-2cm)      19.6  **(feet)  VERTCON   
 AU2543  **This station is located in a subsidence area (see below).
 AU2543  ___________________________________________________________________
 AU2543  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2543  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AU2543
 AU2543  HORZ ORDER  -  FIRST
 AU2543  VERT ORDER  -  THIRD ? (See Below)
 AU2543
 AU2543.The horizontal coordinates were established by classical geodetic methods
 AU2543.and adjusted by the National Geodetic Survey in January 1993..
 AU2543
 AU2543 ** The orthometric height has not been validated since last determined
 AU2543 ** by differential leveling and should not be used for control purposes.
 AU2543 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2543 ** area with valid NAVD 88 orthometric heights.
 AU2543 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2543 ** epoch indicated which incorporates improved geoid heights for the
 AU2543 ** Southern Louisiana Subsidence area.
 AU2543 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2543.The vertical order pertains to the NGVD 29 superseded value.
 AU2543
 AU2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2543
 AU2543.The geoid height was determined by GEOID03.
 AU2543
 AU2543;                    North         East     Units Scale Factor Converg.
 AU2543;SPC LA S     -   157,978.654   963,458.606   MT  0.99992662   -0 11 21.3
 AU2543;SPC LA S     -   518,301.63  3,160,947.11   sFT  0.99992662   -0 11 21.3
 AU2543;UTM  15      - 3,311,137.367   624,343.160   MT  0.99979076   +0 38 33.8
 AU2543
 AU2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2543!SPC LA S     -   1.00000323  x   0.99992662  =   0.99992985
 AU2543!UTM  15      -   1.00000323  x   0.99979076  =   0.99979399
 AU2543
 AU2543|---------------------------------------------------------------------|
 AU2543| PID    Reference Object                     Distance      Geod. Az  |
 AU2543|                                                           dddmmss.s |
 AU2543| AU1722 JEANERETTE RM 4                      48.338 METERS 03812     |
 AU2543| AU1719 JEANERETTE RESET                     45.023 METERS 04211     |
 AU2543| CV9926 JEANERETTE RM 6                      47.561 METERS 07815     |
 AU2543| AU2539 JEANERETTE MUN TANK 1969            APPROX. 3.8 KM 1115213.1 |
 AU2543| AU2595 OLIVIER MOVIBLE KDX 273 MAST        APPROX. 6.8 KM 3060844.4 |
 AU2543| AU1724 L 277                                              3202136.8 |
 AU2543|---------------------------------------------------------------------|
 AU2543
 AU2543                          SUPERSEDED SURVEY CONTROL
 AU2543
 AU2543  NAD 83(1986)-  29 55 28.89001(N)    091 42 42.46533(W) AD(       ) 1
 AU2543  NAD 27      -  29 55 28.15370(N)    091 42 42.05053(W) AD(       ) 1
 AU2543  NGVD 29 (07/19/86)    6.00   (m)           19.7    (f) LEVELING    3  
 AU2543
 AU2543.Superseded values are not recommended for survey control.
 AU2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2543.See file dsdata.txt to determine how the superseded data were derived.
 AU2543
 AU2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2434311137(NAD 83)
 AU2543_MARKER: DR = REFERENCE MARK DISK
 AU2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2543
 AU2543  HISTORY     - Date     Condition        Report By
 AU2543  HISTORY     - 1969     MONUMENTED       CGS
 AU2543
 AU2543                          STATION DESCRIPTION
 AU2543
 AU2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2543'THE STATION IS ABOUT 12 MILES EAST OF AVERY ISLAND, 9 MILES SOUTH
 AU2543'EAST OF NEW IBERIA, 2-1/2 MILES NORTHWEST OF JEANERETTE AND IN THE
 AU2543'FARMYARD OF JOE GLOUBRECHT.
 AU2543'
 AU2543'TO REACH THE STATION FROM THE POST OFFICE IN JEANERETTE, GO NORTH ON
 AU2543'MAIN STREET FOR 0.9 MILE TO THE JUNCTION OF STATE HIGHWAY 85.  TURN
 AU2543'LEFT AND GO SOUTHERLY ON HIGHWAY 85 FOR 1.4 MILES TO THE JUNCTION
 AU2543'OF STATE HIGHWAY 668, TURN RIGHT AND GO NORTH-NORTHWEST ON HIGHWAY
 AU2543'85 FOR 1.3 MILES TO A DRIVEWAY ON THE LEFT AT THE RESIDENCE OF
 AU2543'JOE GLOUBRECHT AND THE STATION IN THE NORTH PART OF FARM YARD.
 AU2543'
 AU2543'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED JEANERETTE
 AU2543'NO 7 1931 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU2543'MONUMENT, THAT IS 42 INCHES BELOW THE GROUND SURFACE.  IT IS 80
 AU2543'FEET NORTHWEST OF THE CENTER OF A DRIVEWAY, 198 FEET
 AU2543'SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 85, 58 FEET SOUTH OF
 AU2543'A 16-INCH PECAN TREE AND 17 FEET EAST-SOUTHEAST OF A FENCE CORNER
 AU2543'POST.  THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK SET
 AU2543'36 INCHES BELOW THE SURFACE STATION MARK.
 AU2543'
 AU2543'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED JEANERETTE NO 4 1931
 AU2543'1957, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 AU2543'3 INCHES BELOW THE GROUND SURFACE.  IT IS 88 FEET NORTHWEST OF THE
 AU2543'CENTER OF THE GRAVELED DRIVEWAY, 39.7 FEET SOUTH-SOUTHWEST OF THE
 AU2543'CENTERLINE OF THE HIGHWAY AND 6.3 FEET SOUTHEAST OF A POWER LINE
 AU2543'POLE.
 AU2543'
 AU2543'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED JEANERETTE NO 6 1931
 AU2543'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AU2543'THAT IS FLUSH.  IT IS 112 FEET SOUTHEAST OF A POWER LINE POLE, 70.2
 AU2543'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.4 FEET
 AU2543'SOUTHWEST OF A FENCE CORNER POST AND 11.3 FEET EAST-SOUTHEAST OF
 AU2543'THE CENTER OF A DRIVEWAY.
 AU2543'
 AU2543'BM L 277 IS A STANDARD BENCH MARK DISK, STAMPED L 277 1969, SET IN
 AU2543'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AU2543'INCHES.  IT IS 38 FEET NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY
 AU2543'85, 4.4 FEET WEST OF A FENCE CORNER POST, 2.0 FEET SOUTHWEST OF A
 AU2543'FENCE AND 1.7 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 AU2543'
 AU2543'JEANERETTE 1931 1957 IS A STANDARD DISK, STAMPED JEANERETTE 1931 1957
 AU2543'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 AU2543'10 INCHES BELOW THE GROUND SURFACE.  IT IS 78 FEET NORTHWEST OF THE
 AU2543'CENTER OF THE DRIVEWAY, 50.5 FEET SOUTHWEST OF THE CENTERLINE OF
 AU2543'HIGHWAY 85, 20.5 FEET SOUTH OF A POWER LINE POLE AND 1.5 FEET
 AU2543'NORTHEAST OF A METAL WITNESS POST.
 AU2543'
 AU2543'TO REACH BENCH MARK L 277 FROM THE STATION, GO NORTHWEST ON HIGHWAY
 AU2543'85 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 AU2543'
 AU2543'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2532 ***********************************************************************
 AU2532  DESIGNATION -  JEANERETTE ST PETERS CATH CH
 AU2532  PID         -  AU2532
 AU2532  STATE/COUNTY-  LA/IBERIA
 AU2532  USGS QUAD   -  JEANERETTE (1994)
 AU2532
 AU2532                         *CURRENT SURVEY CONTROL
 AU2532  ___________________________________________________________________
 AU2532* NAD 83(1992)-  29 54 57.17851(N)    091 40 12.38194(W)     ADJUSTED  
 AU2532* NAVD 88     -                                                        
 AU2532  **This station is located in a subsidence area (see below).
 AU2532  ___________________________________________________________________
 AU2532  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2532  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AU2532
 AU2532  HORZ ORDER  -  THIRD
 AU2532
 AU2532.The horizontal coordinates were established by classical geodetic methods
 AU2532.and adjusted by the National Geodetic Survey in January 1993..
 AU2532
 AU2532 ** The orthometric height has not been validated since last determined
 AU2532 ** by differential leveling and should not be used for control purposes.
 AU2532 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2532 ** area with valid NAVD 88 orthometric heights.
 AU2532 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2532 ** epoch indicated which incorporates improved geoid heights for the
 AU2532 ** Southern Louisiana Subsidence area.
 AU2532 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2532
 AU2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2532
 AU2532.The geoid height was determined by GEOID03.
 AU2532
 AU2532;                    North         East     Units Scale Factor Converg.
 AU2532;SPC LA S     -   156,990.363   967,481.106   MT  0.99992684   -0 10 06.2
 AU2532;SPC LA S     -   515,059.22  3,174,144.26   sFT  0.99992684   -0 10 06.2
 AU2532;UTM  15      - 3,310,207.700   628,379.061   MT  0.99980334   +0 39 48.0
 AU2532
 AU2532                          SUPERSEDED SURVEY CONTROL
 AU2532
 AU2532  NAD 83(1986)-  29 54 57.20034(N)    091 40 12.37717(W) AD(       ) 4
 AU2532  NAD 27      -  29 54 56.46550(N)    091 40 11.96959(W) AD(       ) 3
 AU2532
 AU2532.Superseded values are not recommended for survey control.
 AU2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2532.See file dsdata.txt to determine how the superseded data were derived.
 AU2532
 AU2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2837910208(NAD 83)
 AU2532_MARKER: 90 = CHURCH SPIRE
 AU2532
 AU2532  HISTORY     - Date     Condition        Report By
 AU2532  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2532  HISTORY     - 1957     GOOD             CGS
 AU2532  HISTORY     - 19950430 GOOD             USPSQD
 AU2532
 AU2532                          STATION DESCRIPTION
 AU2532
 AU2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2532'STATION RECOVERED IN GOOD CONDITION.  THERE IS NO PREVIOUS
 AU2532'DESCRIPTION.  A DESCRIPTION FOLLOWS--
 AU2532'
 AU2532'THE CHURCH IS LOCATED IN THE TOWN OF JEANERETTE AT THE INTERSECTION
 AU2532'OF ST. NICHOLS AND CHURCH STREET.  IT IS SOUTHEAST OF ST.
 AU2532'NICHOLS STREET AND NORTHEAST OF CHURCH STREET.  THE SPIRE
 AU2532'IS LOCATED ON THE WEST CORNER OF THE CHURCH BUILDING.
 AU2532
 AU2532                          STATION RECOVERY (1995)
 AU2532
 AU2532'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3332 ***********************************************************************
 AU3332  DESIGNATION -  JEFF
 AU3332  PID         -  AU3332
 AU3332  STATE/COUNTY-  LA/ORLEANS
 AU3332  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3332
 AU3332                         *CURRENT SURVEY CONTROL
 AU3332  ___________________________________________________________________
 AU3332* NAD 83(1992)-  29 58 10.46624(N)    090 05 40.04807(W)     ADJUSTED  
 AU3332* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 AU3332  **This station is located in a subsidence area (see below).
 AU3332  ___________________________________________________________________
 AU3332  X           -      -9,116.618 (meters)                     COMP
 AU3332  Y           -  -5,529,911.503 (meters)                     COMP
 AU3332  Z           -   3,167,438.960 (meters)                     COMP
 AU3332  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AU3332  ELLIP HEIGHT-         -26.83  (meters)          (01/21/03) GPS OBS
 AU3332  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AU3332  DYNAMIC HT  -          -0.6   (meters)      -2.    (feet)  COMP
 AU3332  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 AU3332
 AU3332  HORZ ORDER  -  FIRST
 AU3332  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3332  ELLP ORDER  -  FOURTH    CLASS II
 AU3332
 AU3332.The horizontal coordinates were established by GPS observations
 AU3332.and adjusted by the National Geodetic Survey in January 1993..
 AU3332
 AU3332 ** The orthometric height has not been validated since last determined
 AU3332 ** by differential leveling and should not be used for control purposes.
 AU3332 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3332 ** area with valid NAVD 88 orthometric heights.
 AU3332 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3332 ** epoch indicated which incorporates improved geoid heights for the
 AU3332 ** Southern Louisiana Subsidence area.
 AU3332 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3332.The orthometric height was scaled from a topographic map.
 AU3332.The vertical order pertains to the first NAVD 88 superseded value.
 AU3332
 AU3332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3332
 AU3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3332
 AU3332.The ellipsoidal height was determined by GPS observations
 AU3332.and is referenced to NAD 83.
 AU3332
 AU3332.The geoid height was determined by GEOID03.
 AU3332
 AU3332.The dynamic height is computed by dividing the NAVD 88
 AU3332.geopotential number by the normal gravity value computed on the
 AU3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3332.degrees latitude (g = 980.6199 gals.).
 AU3332
 AU3332.The modeled gravity was interpolated from observed gravity values.
 AU3332
 AU3332;                    North         East     Units Scale Factor Converg.
 AU3332;SPC LA S     -   163,540.186 1,119,559.749   MT  0.99992589   +0 37 10.0
 AU3332;SPC LA S     -   536,548.09  3,673,088.94   sFT  0.99992589   +0 37 10.0
 AU3332;UTM  15      - 3,318,967.156   780,378.899   MT  1.00057002   +1 27 08.6
 AU3332
 AU3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3332!SPC LA S     -   1.00000421  x   0.99992589  =   0.99993010
 AU3332!UTM  15      -   1.00000421  x   1.00057002  =   1.00057424
 AU3332
 AU3332                          SUPERSEDED SURVEY CONTROL
 AU3332
 AU3332  ELLIP H (01/21/93)  -26.81   (m)                       GP(       ) 4 2
 AU3332  NAD 83(1986)-  29 58 10.48254(N)    090 05 40.04614(W) AD(       ) 1
 AU3332  NAVD 88 (02/14/94)   -0.601  (m)           -1.97   (f) UNKNOWN     1 2
 AU3332  NGVD 29 (05/21/91)   -0.541  (m)           -1.77   (f) ADJUSTED    1 2
 AU3332
 AU3332.Superseded values are not recommended for survey control.
 AU3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3332.See file dsdata.txt to determine how the superseded data were derived.
 AU3332
 AU3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8037918967(NAD 83)
 AU3332_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3332_SP_SET: CONCRETE POST
 AU3332_STAMPING: JEFF OPE 1988
 AU3332_MARK LOGO: NGS   
 AU3332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3332+STABILITY: SURFACE MOTION
 AU3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3332+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 AU3332
 AU3332  HISTORY     - Date     Condition        Report By
 AU3332  HISTORY     - 1988     MONUMENTED       LADTD
 AU3332  HISTORY     - 19890125 GOOD
 AU3332  HISTORY     - 19910114 GOOD             NGS
 AU3332  HISTORY     - 19950123 GOOD             NGS
 AU3332  HISTORY     - 20040321 GOOD             COMPA
 AU3332  HISTORY     - 20050713 GOOD             COMPDA
 AU3332
 AU3332                          STATION DESCRIPTION
 AU3332
 AU3332'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3332'THE STATION IS LOCATED IN NEW ORLEANS ABOUT 2.6 KM (1.60 MI)
 AU3332'SOUTH-SOUTHEAST OF THE CENTER OF CITY PARK AND ABOUT 2.4 KM (1.50 MI)
 AU3332'NORTHWEST OF THE SUPERDOME AT THE JUNCTION OF CANAL ST AND JEFF DAVIS
 AU3332'PKWY IN THE MEDIAN OF JEFF DAVIS PKWY.  OWNERSHIP--CITY OF NEW
 AU3332'ORLEANS.
 AU3332'THE STATION IS FLUSH WITH GROUND 51.5 M (169.0 FT) SOUTHWEST FROM THE
 AU3332'WEST EDGE OF THE SOUTH BOUND LANES OF CANAL ST, 34.4 M (112.9 FT)
 AU3332'SOUTH-SOUTHWEST FROM THE BACK FACE OF THE JEFF DAVIS HISTORICAL
 AU3332'MONUMENT, 30.5 M (100.1 FT) SOUTHEAST FROM THE CENTER OF THE WEST
 AU3332'BOUND LANE OF JEFF DAVIS PKWY, 25.9 M (85.0 FT) NORTHEAST FROM A FLAG
 AU3332'POLE, 23 M (75.5 FT) NORTHWEST FROM THE CENTER OF THE EAST BOUND LANES
 AU3332'OF JEFF DAVIS PKWY AND 3 M (9.8 FT) SOUTHEAST FROM THE EAST EDGE OF A
 AU3332'SIDEWALK LEADING FROM THE MONUMENT.
 AU3332
 AU3332                          STATION RECOVERY (1989)
 AU3332
 AU3332'RECOVERED 1989
 AU3332'RECOVERED IN GOOD CONDITION.
 AU3332
 AU3332                          STATION RECOVERY (1991)
 AU3332
 AU3332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AU3332'IN NEW ORLEANS, AT THE INTERSECTION OF CANAL STREET AND JEFFERSON
 AU3332'DAVIS PARKWAY, 51.5 M (169.0 FT) SOUTHWEST OF THE SOUTHWEST CURB OF
 AU3332'THE STREET, 34.4 M (112.9 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 AU3332'JEFFERSON DAVIS MONUMENT, 30.5 M (100.1 FT) SOUTHEAST OF AND LEVEL
 AU3332'WITH THE CENTER OF THE SOUTHWEST-BOUND LANES OF THE PARKWAY, 25.9 M
 AU3332'(85.0 FT) NORTHEAST OF A FLAG POLE, 3.0 M (9.8 FT) SOUTHEAST OF THE
 AU3332'SOUTHEAST EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH WITH THE
 AU3332'GROUND SURFACE.
 AU3332
 AU3332                          STATION RECOVERY (1995)
 AU3332
 AU3332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AU3332'IN NEW ORLEANS, AT THE INTERSECTION OF CANAL STREET AND JEFFERSON
 AU3332'DAVIS PARKWAY, 58.1 M (190.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AU3332'SOUTHEAST BOUND LANES OF THE STREET, 33.0 M (108.3 FT) SOUTHWEST OF
 AU3332'THE SOUTHWEST FACE OF A JEFFERSON DAVIS MONUMENT, 30.3 M (99.4 FT)
 AU3332'SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 AU3332'PARKWAY, 25.3 M (83.0 FT) NORTHEAST OF A FLAGPOLE, 19.5 M (64.0 FT)
 AU3332'NORTHWEST OF THE NORTHWEST CURB OF THE NORTHEAST BOUND LANES OF THE
 AU3332'PARKWAY, 3.0 M (9.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK,
 AU3332'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE PARKWAY, AND THE MONUMENT IS
 AU3332'FLUSH WITH THE GROUND SURFACE.
 AU3332
 AU3332                          STATION RECOVERY (2004)
 AU3332
 AU3332'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 AU3332'RECOVERED IN GOOD CONDITION.
 AU3332
 AU3332                          STATION RECOVERY (2005)
 AU3332
 AU3332'RECOVERY NOTE BY COMPASSDATA INC 2005 (JC)
 AU3332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0609 ***********************************************************************
 AV0609  DESIGNATION -  JEFF 2
 AV0609  PID         -  AV0609
 AV0609  STATE/COUNTY-  LA/VERMILION
 AV0609  USGS QUAD   -  HEBERT LAKE (1975)
 AV0609
 AV0609                         *CURRENT SURVEY CONTROL
 AV0609  ___________________________________________________________________
 AV0609* NAD 83(1992)-  29 45 33.09584(N)    092 04 59.48053(W)     ADJUSTED  
 AV0609* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 AV0609  **This station is located in a subsidence area (see below).
 AV0609  ___________________________________________________________________
 AV0609  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0609  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AV0609
 AV0609  HORZ ORDER  -  FIRST
 AV0609
 AV0609.The horizontal coordinates were established by classical geodetic methods
 AV0609.and adjusted by the National Geodetic Survey in January 1993..
 AV0609
 AV0609 ** The orthometric height has not been validated since last determined
 AV0609 ** by differential leveling and should not be used for control purposes.
 AV0609 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0609 ** area with valid NAVD 88 orthometric heights.
 AV0609 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0609 ** epoch indicated which incorporates improved geoid heights for the
 AV0609 ** Southern Louisiana Subsidence area.
 AV0609 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0609
 AV0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0609
 AV0609.The geoid height was determined by GEOID03.
 AV0609
 AV0609;                    North         East     Units Scale Factor Converg.
 AV0609;SPC LA S     -   139,812.073   927,480.435   MT  0.99993459   -0 22 29.8
 AV0609;SPC LA S     -   458,700.11  3,042,908.73   sFT  0.99993459   -0 22 29.8
 AV0609;UTM  15      - 3,292,454.526   588,638.932   MT  0.99969694   +0 27 18.3
 AV0609
 AV0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0609!SPC LA S     -   1.00000387  x   0.99993459  =   0.99993846
 AV0609!UTM  15      -   1.00000387  x   0.99969694  =   0.99970081
 AV0609
 AV0609:                Primary Azimuth Mark                     Grid Az
 AV0609:SPC LA S     -  CHAMPLAIN RM 3                           067 01 53.6
 AV0609:UTM  15      -  CHAMPLAIN RM 3                           066 12 05.5
 AV0609
 AV0609|---------------------------------------------------------------------|
 AV0609| PID    Reference Object                     Distance      Geod. Az  |
 AV0609|                                                           dddmmss.s |
 AV0609| AU2628 CHAMPLAIN RM 3                      APPROX.10.7 KM 0663923.8 |
 AV0609| CV9930 JEFF 2 RM 1                          17.305 METERS 18107     |
 AV0609| CV9931 JEFF 2 RM 2                          15.960 METERS 26315     |
 AV0609| AV0618 INTRACOASTAL CITY USE MAST          APPROX.11.1 KM 2841704.9 |
 AV0609| AV0617 INTRACOASTAL CITY TOWERS MAST       APPROX. 9.9 KM 2842625.6 |
 AV0609| AV0615 INTRACOASTAL CITY UN OIL MAST       APPROX. 6.9 KM 3003131.2 |
 AV0609| AV0613 INTRACOASTAL CITY ABM MAST          APPROX. 7.5 KM 3111354.6 |
 AV0609|---------------------------------------------------------------------|
 AV0609
 AV0609                          SUPERSEDED SURVEY CONTROL
 AV0609
 AV0609  NAD 83(1986)-  29 45 33.11589(N)    092 04 59.47325(W) AD(       ) 1
 AV0609  NAD 27      -  29 45 32.35893(N)    092 04 59.02226(W) AD(       ) 1
 AV0609  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AV0609
 AV0609.Superseded values are not recommended for survey control.
 AV0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0609.See file dsdata.txt to determine how the superseded data were derived.
 AV0609
 AV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8863992455(NAD 83)
 AV0609_MARKER: DS = TRIANGULATION STATION DISK
 AV0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0609
 AV0609  HISTORY     - Date     Condition        Report By
 AV0609  HISTORY     - 1974     MONUMENTED       NGS
 AV0609  HISTORY     - 1984     GOOD             LOCSUR
 AV0609
 AV0609                          STATION DESCRIPTION
 AV0609
 AV0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0609'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF DONS BOAT LANDING, WHICH IS
 AV0609'ABOUT 1-1/2 MILES SOUTHEAST OF HENRY AND AT THE JUNCTION OF STATE
 AV0609'HIGHWAY 688 AND THE BOSTON BAYOU CANAL, 6 MILES SOUTHWEST OF
 AV0609'CHAMPLAIN POINT, 5 MILES SOUTHEAST OF INTRACOASTAL CITY, 2-1/2 MILES
 AV0609'SOUTHEAST OF THE INTRACOASTAL WATERWAY, ON THE NORTH SHORE OF
 AV0609'VERMILION BAY AND ON PROPERTY OWNED BY MRS. RICHARD GORDAN, 305 OLD
 AV0609'KAPLAN ROAD, ABBEVILLE, LOUISIANA.  PHONE NUMBER 893-6308.
 AV0609'
 AV0609'TO REACH THE STATION BY BOAT FROM DONS BOAT LANDING, GO SOUTHERLY ON
 AV0609'THE BOSTON BAYOU CANAL FOR ABOUT 7 MILES TO VERMILION BAY.  BEAR
 AV0609'RIGHT AND GO SOUTHEASTERLY ALONG THE NORTH SHORE OF VERMILION BAY FOR
 AV0609'ABOUT 3 MILES TO A SIGN DO NOT DROP ANCHOR SEA ROBIN PIPELINE GAS
 AV0609'COMPANY AT THE MOUTH OF THE SEA ROBIN PIPELINE CANAL AND THE
 AV0609'STATION LOCATED ON A SMALL KNOLL.  THE HIGHEST IN THE AREA.
 AV0609'
 AV0609'THE STATION MARKS ARE STANDARD DISKS STAMPED JEFF 2 1973.  THE
 AV0609'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 40
 AV0609'INCHES BELOW THE GROUND.  THE SURFACE DISK IS SET IN A ROUND
 AV0609'CONRETE POST ABOUT 14 INCHES BELOW THE GROUND.  THEY ARE 252 FEET
 AV0609'NORTH OF THE SIGN, 135 FEET NORTHWEST OF HIGH TIDE WATER MARK, 67
 AV0609'FEET EAST OF THE EAST EDGE OF THE PIPELINE CANAL AND 2.5 FEET SOUTH
 AV0609'OF A METAL WITNESS POST.
 AV0609'
 AV0609'REFERENCE MARK 1, STAMPED JEFF 2 NO 1 1973, IS A STANDARD DISK SET IN
 AV0609'A ROUND CONCRETE POST ABOUT 3 INCHES BELOW THE GROUND.  IT IS 199
 AV0609'FEET NORTH OF THE SIGN, 73 FEET EAST OF THE EAST EDGE OF THE CANAL
 AV0609'AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 AV0609'
 AV0609'REFERENCE MARK 2, STAMPED JEFF 2 NO 2 1973, IS A STANDARD DISK SET IN
 AV0609'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 235 FEET NORTH
 AV0609'OF THE SIGN, 17 FEET EAST OF THE EAST EDGE OF THE CANAL AND 1 FOOT
 AV0609'NORTHEAST OF A METAL WITNESS POST.
 AV0609'
 AV0609'NOTE--NO SUITABLE PLACE WAS FOUND TO SET A REFERENCE MARK 3.
 AV0609'
 AV0609'NOTE--THIS STATION WAS ESTABLISHED TO REPLACE STATION JEFF 1933.
 AV0609'
 AV0609'HEIGHT OF LIGHT ABOVE STATION MARK 12.3 METERS.
 AV0609'
 AV0609'NEAREST TOWN--INTRACOASTAL CITY.
 AV0609
 AV0609                          STATION RECOVERY (1984)
 AV0609
 AV0609'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (JCH)
 AV0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2658 ***********************************************************************
 AU2658  DESIGNATION -  JEFFERSON DIST NO 2 BLACK TANK
 AU2658  PID         -  AU2658
 AU2658  STATE/COUNTY-  LA/JEFFERSON
 AU2658  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2658
 AU2658                         *CURRENT SURVEY CONTROL
 AU2658  ___________________________________________________________________
 AU2658* NAD 83(1992)-  29 53 56.21965(N)    090 05 44.53369(W)     ADJUSTED  
 AU2658* NAVD 88     -                                                        
 AU2658  **This station is located in a subsidence area (see below).
 AU2658  ___________________________________________________________________
 AU2658  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2658  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU2658
 AU2658  HORZ ORDER  -  THIRD
 AU2658
 AU2658.The horizontal coordinates were established by classical geodetic methods
 AU2658.and adjusted by the National Geodetic Survey in January 1993..
 AU2658
 AU2658 ** The orthometric height has not been validated since last determined
 AU2658 ** by differential leveling and should not be used for control purposes.
 AU2658 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2658 ** area with valid NAVD 88 orthometric heights.
 AU2658 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2658 ** epoch indicated which incorporates improved geoid heights for the
 AU2658 ** Southern Louisiana Subsidence area.
 AU2658 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2658
 AU2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2658
 AU2658.The geoid height was determined by GEOID03.
 AU2658
 AU2658;                    North         East     Units Scale Factor Converg.
 AU2658;SPC LA S     -   155,711.148 1,119,524.054   MT  0.99992732   +0 37 07.8
 AU2658;SPC LA S     -   510,862.32  3,672,971.83   sFT  0.99992732   +0 37 07.8
 AU2658;UTM  15      - 3,311,133.384   780,456.855   MT  1.00057057   +1 26 55.2
 AU2658
 AU2658                          SUPERSEDED SURVEY CONTROL
 AU2658
 AU2658  NAD 83(1986)-  29 53 56.23502(N)    090 05 44.53390(W) AD(       ) 4
 AU2658  NAD 27      -  29 53 55.49874(N)    090 05 44.26855(W) AD(       ) 3
 AU2658
 AU2658.Superseded values are not recommended for survey control.
 AU2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2658.See file dsdata.txt to determine how the superseded data were derived.
 AU2658
 AU2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8045711133(NAD 83)
 AU2658_MARKER: 53 = ELEVATED TANK
 AU2658
 AU2658  HISTORY     - Date     Condition        Report By
 AU2658  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2658  HISTORY     - 1952     GOOD             CGS
 AU2658  HISTORY     - 1966     GOOD             CGS
 AU2658
 AU2658                          STATION DESCRIPTION
 AU2658
 AU2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2658'THE POINT OF OBSERVATION WAS THE BLACK TANK WHICH STANDS BY
 AU2658'ITSELF DIRECTLY BACK OF THE FIRE ENGINE HOUSE AND ABOUT 650
 AU2658'METERS (2,133 FEET) SE OF THE SCHOOLHOUSE IN MARRERO.  THE TANK
 AU2658'IS APPROXIMATELY 125 FEET HIGH.
 AU2658
 AU2658                          STATION RECOVERY (1952)
 AU2658
 AU2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2658'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2658'IS ADEQUATE, EXCEPT THAT THE TANK IS NOW PAINTED SILVER.
 AU2658
 AU2658                          STATION RECOVERY (1966)
 AU2658
 AU2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2658'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 AU2658'4 LEGGED SELF SUPPORTED WATER TANK PAINTED SILVER WITH RUST
 AU2658'SPOTS BEGINING TO SHOW.  ITS OVERALL HEIGHT IS ABOUT 100 FEET.
 AU2658'
 AU2658'LOCATED IN THE EAST EDGE OF MARRERO IN THE SOUTHWEST ANGLE
 AU2658'OF THE INTERSECTION ON AVENUE C AND SEVENTH STREET.  THIS
 AU2658'WATER TANK IS NOT IN USE AT THIS TIME.
 AU2658'
 AU2658'INVERSE COMPUTATION INDICATED THAT TANK MAY BE THE SAME AS
 AU2658'JEFFERSON DISTRICT NO. 2 BLACK TANK, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2786 ***********************************************************************
 AU2786  DESIGNATION -  JEFFERSON PARISH DISPOSAL STK
 AU2786  PID         -  AU2786
 AU2786  STATE/COUNTY-  LA/JEFFERSON
 AU2786  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2786
 AU2786                         *CURRENT SURVEY CONTROL
 AU2786  ___________________________________________________________________
 AU2786* NAD 83(1992)-  29 58 42.89076(N)    090 12 40.75339(W)     ADJUSTED  
 AU2786* NAVD 88     -                                                        
 AU2786  **This station is located in a subsidence area (see below).
 AU2786  ___________________________________________________________________
 AU2786  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2786  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AU2786
 AU2786  HORZ ORDER  -  THIRD
 AU2786
 AU2786.The horizontal coordinates were established by classical geodetic methods
 AU2786.and adjusted by the National Geodetic Survey in January 1993..
 AU2786
 AU2786 ** The orthometric height has not been validated since last determined
 AU2786 ** by differential leveling and should not be used for control purposes.
 AU2786 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2786 ** area with valid NAVD 88 orthometric heights.
 AU2786 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2786 ** epoch indicated which incorporates improved geoid heights for the
 AU2786 ** Southern Louisiana Subsidence area.
 AU2786 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2786
 AU2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2786
 AU2786.The geoid height was determined by GEOID03.
 AU2786
 AU2786;                    North         East     Units Scale Factor Converg.
 AU2786;SPC LA S     -   164,422.306 1,108,272.334   MT  0.99992582   +0 33 39.7
 AU2786;SPC LA S     -   539,442.18  3,636,056.82   sFT  0.99992582   +0 33 39.7
 AU2786;UTM  15      - 3,319,685.501   769,073.008   MT  1.00049335   +1 23 39.4
 AU2786
 AU2786                          SUPERSEDED SURVEY CONTROL
 AU2786
 AU2786  NAD 83(1986)-  29 58 42.90649(N)    090 12 40.75255(W) AD(       ) 4
 AU2786  NAD 27      -  29 58 42.17409(N)    090 12 40.48062(W) AD(       ) 3
 AU2786
 AU2786.Superseded values are not recommended for survey control.
 AU2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2786.See file dsdata.txt to determine how the superseded data were derived.
 AU2786
 AU2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6907319686(NAD 83)
 AU2786_MARKER: 63 = STACK
 AU2786
 AU2786  HISTORY     - Date     Condition        Report By
 AU2786  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2786  HISTORY     - 1954     GOOD             CGS
 AU2786  HISTORY     - 1955     GOOD             CGS
 AU2786  HISTORY     - 1959     GOOD             CGS
 AU2786  HISTORY     - 1974     GOOD             NGS
 AU2786  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 AU2786
 AU2786                          STATION DESCRIPTION
 AU2786
 AU2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2786'THE STATION IS LOCATED ON PARISH OWNED LAND ABOUT 3 MILES
 AU2786'EAST OF KENNER AND JUST NORTH OF AIRLINE HIGHWAY.
 AU2786'
 AU2786'IT IS OF CYLINDRICAL MASONRY CONSTRUCTION, 12.0 FEET IN DIAMETER
 AU2786'AT THE BASE AND 8.0 FEET IN DIAMETER AT THE TOP AND HAS AN
 AU2786'OVER-ALL HEIGHT OF 115.0 FEET.
 AU2786'
 AU2786'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STACK.
 AU2786
 AU2786                          STATION RECOVERY (1954)
 AU2786
 AU2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 AU2786'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AU2786
 AU2786                          STATION RECOVERY (1955)
 AU2786
 AU2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU2786'THE 1953 DESCRIPTION BY R.L.E. IS ADEQUATE WITH THIS ADDITION.
 AU2786'
 AU2786'A STACK, IDENTICAL IN STRUCTURE AND HEIGHT WAS BUILT IN 1955,
 AU2786'JUST WEST OF THE STACK FOR WHICH THE POSITION WAS DETERMINED
 AU2786'IN 1953.  THE POSITION FOR THE STACK BUILT IN 1955 HAS NOT BEEN
 AU2786'DETERMINED.
 AU2786
 AU2786                          STATION RECOVERY (1959)
 AU2786
 AU2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 AU2786'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN THE
 AU2786'RECOVERY NOTE OF R.A.E. IN 1955.  THE RECOVERY NOTE WAS FOUND
 AU2786'TO BE ADEQUATE.
 AU2786'
 AU2786'OFFICE NOTE--THERE ARE NOW 2 STACKS AT THIS LOCATION, THE
 AU2786'EAST STACK IS THE TRIANGULATION STATION.
 AU2786
 AU2786                          STATION RECOVERY (1974)
 AU2786
 AU2786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 AU2786'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU2786'
 AU2786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY
 AU2786'OF METAIRIE
 AU2786
 AU2786                          STATION RECOVERY (2003)
 AU2786
 AU2786'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2781 ***********************************************************************
 AU2781  DESIGNATION -  JEFFERSON WATER TANK
 AU2781  PID         -  AU2781
 AU2781  STATE/COUNTY-  LA/JEFFERSON
 AU2781  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2781
 AU2781                         *CURRENT SURVEY CONTROL
 AU2781  ___________________________________________________________________
 AU2781* NAD 83(1992)-  29 57 42.59436(N)    090 09 52.30547(W)     ADJUSTED  
 AU2781* NAVD 88     -                                                        
 AU2781  **This station is located in a subsidence area (see below).
 AU2781  ___________________________________________________________________
 AU2781  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2781  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AU2781
 AU2781  HORZ ORDER  -  THIRD
 AU2781
 AU2781.The horizontal coordinates were established by classical geodetic methods
 AU2781.and adjusted by the National Geodetic Survey in January 1993..
 AU2781
 AU2781 ** The orthometric height has not been validated since last determined
 AU2781 ** by differential leveling and should not be used for control purposes.
 AU2781 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2781 ** area with valid NAVD 88 orthometric heights.
 AU2781 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2781 ** epoch indicated which incorporates improved geoid heights for the
 AU2781 ** Southern Louisiana Subsidence area.
 AU2781 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2781
 AU2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2781
 AU2781.The geoid height was determined by GEOID03.
 AU2781
 AU2781;                    North         East     Units Scale Factor Converg.
 AU2781;SPC LA S     -   162,611.014 1,112,806.377   MT  0.99992598   +0 35 03.9
 AU2781;SPC LA S     -   533,499.64  3,650,932.26   sFT  0.99992598   +0 35 03.9
 AU2781;UTM  15      - 3,317,939.294   773,635.559   MT  1.00052392   +1 25 01.1
 AU2781
 AU2781                          SUPERSEDED SURVEY CONTROL
 AU2781
 AU2781  NAD 83(1986)-  29 57 42.60979(N)    090 09 52.30456(W) AD(       ) 4
 AU2781  NAD 27      -  29 57 41.87885(N)    090 09 52.03552(W) AD(       ) 3
 AU2781
 AU2781.Superseded values are not recommended for survey control.
 AU2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2781.See file dsdata.txt to determine how the superseded data were derived.
 AU2781
 AU2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7363617939(NAD 83)
 AU2781_MARKER: 53 = ELEVATED TANK
 AU2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2781+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2781
 AU2781  HISTORY     - Date     Condition        Report By
 AU2781  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2781  HISTORY     - 1961     GOOD             CGS
 AU2781  HISTORY     - 1966     GOOD             CGS
 AU2781  HISTORY     - 1972     GOOD             NGS
 AU2781  HISTORY     - 19950120 GOOD             USPSQD
 AU2781  HISTORY     - 20030506 GOOD             USPSQD
 AU2781
 AU2781                          STATION DESCRIPTION
 AU2781
 AU2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2781'THE STATION IS LOCATED ABOUT 0.2 MILE SOUTH OF U.S. HIGHWAY
 AU2781'90, 130 FEET WEST OF THE WEST END OF ARNOULT PLACE AND 120
 AU2781'FEET EAST OF LIONS STREET.  AN 8-LEGGED STEEL STRUCTURE
 AU2781'SUPPORTS THE TANK PROPER.  THE TANK IS OVAL SHAPED, SILVER
 AU2781'COLORED AND HAS AN OVER-ALL HEIGHT OF 150 FEET.  THE BALL
 AU2781'AT THE APEX WAS THE POINT OBSERVED UPON.
 AU2781
 AU2781                          STATION RECOVERY (1961)
 AU2781
 AU2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 AU2781'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AU2781'ORIGINAL DESCRIPTIONS IS COMPLETE AND ADEQUATE.
 AU2781
 AU2781                          STATION RECOVERY (1966)
 AU2781
 AU2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2781'STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS AN 8
 AU2781'LEGGED SELF SUPPORTED STEEL STRUCTURE, PAINTED SILVER WITH
 AU2781'THE LEGEND E. JEFFERSON PARISH WATER WORKS DIST. NO. 1, PAINTED
 AU2781'IN BLACK LETTERS ON THE EAST SIDE.  THE OVERALL HEIGHT IS ABOUT
 AU2781'135 FEET.
 AU2781'
 AU2781'LOCATED IN JEFFERSON HEIGHTS AT 466 LIONS ST.
 AU2781'
 AU2781'POINT INTERSECTED WAS TOP AND CENTER.
 AU2781'
 AU2781'PREVIOUS LISTING--SOUTHPORT, E. JEFFERSON DIST. NO. 1, WATER
 AU2781'TANK 1953.
 AU2781
 AU2781                          STATION RECOVERY (1972)
 AU2781
 AU2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2781'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AU2781'IS COMPLETE AND ADEQUATE.
 AU2781'
 AU2781'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2781
 AU2781                          STATION RECOVERY (1995)
 AU2781
 AU2781'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2781'RECOVERED IN GOOD CONDITION.
 AU2781
 AU2781                          STATION RECOVERY (2003)
 AU2781
 AU2781'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2558 ***********************************************************************
 BX2558  DESIGNATION -  JENA
 BX2558  PID         -  BX2558
 BX2558  STATE/COUNTY-  LA/LA SALLE
 BX2558  USGS QUAD   -  JENA EAST (1985)
 BX2558
 BX2558                         *CURRENT SURVEY CONTROL
 BX2558  ___________________________________________________________________
 BX2558* NAD 83(1992)-  31 39 01.69538(N)    092 05 13.26900(W)     ADJUSTED  
 BX2558* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 BX2558  ___________________________________________________________________
 BX2558  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BX2558  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX2558
 BX2558  HORZ ORDER  -  FIRST
 BX2558
 BX2558.The horizontal coordinates were established by classical geodetic methods
 BX2558.and adjusted by the National Geodetic Survey in January 1993..
 BX2558
 BX2558.The orthometric height was scaled from a topographic map.
 BX2558
 BX2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2558
 BX2558.The geoid height was determined by GEOID03.
 BX2558
 BX2558;                    North         East     Units Scale Factor Converg.
 BX2558;SPC LA N     -   127,633.155 1,039,168.158   MT  0.99992555   +0 13 06.0
 BX2558;SPC LA N     -   418,743.11  3,409,337.53   sFT  0.99992555   +0 13 06.0
 BX2558;UTM  15      - 3,502,056.015   586,563.113   MT  0.99969242   +0 28 44.8
 BX2558
 BX2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2558!SPC LA N     -   0.99999243  x   0.99992555  =   0.99991799
 BX2558!UTM  15      -   0.99999243  x   0.99969242  =   0.99968486
 BX2558
 BX2558|---------------------------------------------------------------------|
 BX2558| PID    Reference Object                     Distance      Geod. Az  |
 BX2558|                                                           dddmmss.s |
 BX2558| CY4773 JENA RM 1                            26.903 METERS 01518     |
 BX2558| CY4774 JENA RM 2                            29.023 METERS 09955     |
 BX2558| BX2559 JENA MUNICIPAL TANK                 APPROX. 5.7 KM 3120059.8 |
 BX2558| CY4772 JENA AZ MK                                         3490146.7 |
 BX2558|---------------------------------------------------------------------|
 BX2558
 BX2558                          SUPERSEDED SURVEY CONTROL
 BX2558
 BX2558  NAD 83(1986)-  31 39 01.71273(N)    092 05 13.26493(W) AD(       ) 1
 BX2558  NAD 27      -  31 39 01.09100(N)    092 05 12.78200(W) AD(       ) 1
 BX2558
 BX2558.Superseded values are not recommended for survey control.
 BX2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2558.See file dsdata.txt to determine how the superseded data were derived.
 BX2558
 BX2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR8656302056(NAD 83)
 BX2558_MARKER: DS = TRIANGULATION STATION DISK
 BX2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2558
 BX2558  HISTORY     - Date     Condition        Report By
 BX2558  HISTORY     - 1941     MONUMENTED       CGS
 BX2558
 BX2558                          STATION DESCRIPTION
 BX2558
 BX2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2558'STATION IS ON THE N SIDE OF SEC. 29, T. 8 N., R. 4 E., 3.0
 BX2558'MILES SE OF JENA ON AN OAK-COVERED KNOB ON THE SW SIDE OF U.S.
 BX2558'HIGHWAY 84.  STATION MARK IS ON THE HIGHEST PART OF THE TIMBERED
 BX2558'KNOB, 132 FEET S OF THE CENTER LINE OF THE HIGHWAY AND 4
 BX2558'FEET E OF REFERENCE POST.  IT IS STAMPED JENA 1941 AND PROJECTS
 BX2558'4 INCHES.
 BX2558'
 BX2558'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BX2558'DISKS SET IN CONCRETE.
 BX2558'
 BX2558'REFERENCE MARK NO. 1 IS 44 FEET S OF THE CENTER LINE OF
 BX2558'THE HIGHWAY.  IT IS STAMPED JENA NO. 1 1941 AND PROJECTS
 BX2558'4 INCHES.
 BX2558'
 BX2558'REFERENCE MARK NO. 2 IS 104 FEET S OF THE CENTER LINE OF
 BX2558'THE HIGHWAY.  IT IS STAMPED JENA NO. 2 1941 AND PROJECTS
 BX2558'4 INCHES.
 BX2558'
 BX2558'AZIMUTH MARK IS 67 FEET N OF CENTER LINE OF THE HIGHWAY,
 BX2558'66 FEET E OF CENTER LINE OF WOODS ROAD, 18 FEET NE OF TELEPHONE
 BX2558'POLE AND 2 FEET N OF REFERENCE POST.  IT IS STAMPED JENA
 BX2558'1941 AND PROJECTS 4 INCHES.  DUE TO THICK TIMBER IT WILL TAKE A
 BX2558'55-FOOT TOWER AT THE STATION TO SEE THE AZIMUTH MARK UNLESS THE
 BX2558'LINE IS CLEARED.
 BX2558'
 BX2558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 BX2558'AND STATE HIGHWAY 6 IN JENA, GO E ON U.S. HIGHWAY 84 FOR
 BX2558'2.55 MILES TO THE AZIMUTH MARK ON THE N SIDE OF THE HIGHWAY.
 BX2558'CONTINUE 0.45 MILE TO A DIM WOODS ROAD LEADING S AND THE
 BX2558'STATION ON THE SW SIDE OF THE HIGHWAY.
 BX2558'
 BX2558'A 116-FOOT SIGNAL AT BALD IS VISIBLE AT 35 FEET.
 BX2558'
 BX2558'A 90-FOOT SIGNAL AT WEBB IS VISIBLE AT 35 FEET.
 BX2558'
 BX2558'A 116-FOOT SIGNAL AT PBM UTILITY IS VISIBLE AT 40 FEET.
 BX2558'
 BX2558'A 126-FOOT SIGNAL AT GARRET IS VISIBLE AT 35 FEET.
 BX2558'
 BX2558'A 116-FOOT SIGNAL AT CATAHOULA IS VISIBLE AT 35 FEET.
 BX2558'
 BX2558'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2559 ***********************************************************************
 BX2559  DESIGNATION -  JENA MUNICIPAL TANK
 BX2559  PID         -  BX2559
 BX2559  STATE/COUNTY-  LA/LA SALLE
 BX2559  USGS QUAD   -  JENA WEST (1985)
 BX2559
 BX2559                         *CURRENT SURVEY CONTROL
 BX2559  ___________________________________________________________________
 BX2559* NAD 83(1992)-  31 41 06.38383(N)    092 07 55.15770(W)     ADJUSTED  
 BX2559* NAVD 88     -                                                        
 BX2559  ___________________________________________________________________
 BX2559  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BX2559  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX2559
 BX2559  HORZ ORDER  -  THIRD
 BX2559
 BX2559.The horizontal coordinates were established by classical geodetic methods
 BX2559.and adjusted by the National Geodetic Survey in January 1993..
 BX2559
 BX2559
 BX2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2559
 BX2559.The geoid height was determined by GEOID03.
 BX2559
 BX2559;                    North         East     Units Scale Factor Converg.
 BX2559;SPC LA N     -   131,457.913 1,034,890.152   MT  0.99992293   +0 11 40.4
 BX2559;SPC LA N     -   431,291.50  3,395,302.11   sFT  0.99992293   +0 11 40.4
 BX2559;UTM  15      - 3,505,860.340   582,268.739   MT  0.99968347   +0 27 21.4
 BX2559
 BX2559                          SUPERSEDED SURVEY CONTROL
 BX2559
 BX2559  NAD 83(1986)-  31 41 06.40133(N)    092 07 55.15330(W) AD(       ) 4
 BX2559  NAD 27      -  31 41 05.78000(N)    092 07 54.66000(W) AD(       ) 3
 BX2559
 BX2559.Superseded values are not recommended for survey control.
 BX2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2559.See file dsdata.txt to determine how the superseded data were derived.
 BX2559
 BX2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR8226905860(NAD 83)
 BX2559_MARKER: 53 = ELEVATED TANK
 BX2559
 BX2559  HISTORY     - Date     Condition        Report By
 BX2559  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2559
 BX2559                          STATION DESCRIPTION
 BX2559
 BX2559'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2559'STATION IS IN THE TOWN OF JENA ON THE COURTHOUSE SQUARE AT
 BX2559'THE INTERSECTION OF COURTHOUSE AND SECOND STREETS.  IT IS
 BX2559'AN ALUMINUM-PAINTED STEEL TANK SUPPORTED BY A 4-LEG STEEL
 BX2559'TRUSSWORK.  IT HAS A BALL FINIAL AT THE PEAK OF THE CONICAL
 BX2559'ROOF WHICH IS ABOUT 75 FEET IN HEIGHT.  THE TANK HAS A CAPACITY
 BX2559'OF 50,000 GALLONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2921 ***********************************************************************
 BK2921  DESIGNATION -  JENNINGS APT
 BK2921  PID         -  BK2921
 BK2921  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2921  USGS QUAD   -  JENNINGS (1993)
 BK2921
 BK2921                         *CURRENT SURVEY CONTROL
 BK2921  ___________________________________________________________________
 BK2921* NAD 83(1992)-  30 14 46.17923(N)    092 40 14.43773(W)     ADJUSTED  
 BK2921* NAVD 88     -         6.1  **(meters)      20.   **(feet)  VERTCON   
 BK2921  **This station is located in a subsidence area (see below).
 BK2921  ___________________________________________________________________
 BK2921  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2921  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2921
 BK2921  HORZ ORDER  -  SECOND
 BK2921
 BK2921.The horizontal coordinates were established by classical geodetic methods
 BK2921.and adjusted by the National Geodetic Survey in January 1993..
 BK2921
 BK2921 ** The orthometric height has not been validated since last determined
 BK2921 ** by differential leveling and should not be used for control purposes.
 BK2921 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2921 ** area with valid NAVD 88 orthometric heights.
 BK2921 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2921 ** epoch indicated which incorporates improved geoid heights for the
 BK2921 ** Southern Louisiana Subsidence area.
 BK2921 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2921
 BK2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2921
 BK2921.The geoid height was determined by GEOID03.
 BK2921
 BK2921;                    North         East     Units Scale Factor Converg.
 BK2921;SPC LA S     -   194,303.569   871,295.625   MT  0.99993487   -0 40 07.3
 BK2921;SPC LA S     -   637,477.63  2,858,575.73   sFT  0.99993487   -0 40 07.3
 BK2921;UTM  15      - 3,346,108.352   531,683.831   MT  0.99961238   +0 09 57.2
 BK2921
 BK2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2921!SPC LA S     -   1.00000333  x   0.99993487  =   0.99993820
 BK2921!UTM  15      -   1.00000333  x   0.99961238  =   0.99961571
 BK2921
 BK2921|---------------------------------------------------------------------|
 BK2921| PID    Reference Object                     Distance      Geod. Az  |
 BK2921|                                                           dddmmss.s |
 BK2921| BK2920 JENNINGS APT 1974 RM 1                6.054 METERS 02846     |
 BK2921| BK0687 T 162                                              0920959.6 |
 BK2921| BK2910 JENNINGS RIVIANA TANK               APPROX. 3.5 KM 1554006.3 |
 BK2921| BK2912 JENNINGS S MUNICIPAL TANK           APPROX. 3.2 KM 1582550.1 |
 BK2921| CW1945 JENNINGS APT RM 2                     5.909 METERS 29324     |
 BK2921|---------------------------------------------------------------------|
 BK2921
 BK2921                          SUPERSEDED SURVEY CONTROL
 BK2921
 BK2921  NAD 83(1986)-  30 14 46.19962(N)    092 40 14.43191(W) AD(       ) 2
 BK2921  NAD 27      -  30 14 45.45861(N)    092 40 13.92446(W) AD(       ) 2
 BK2921  NGVD 29 (07/19/86)    6.1    (m)           20.     (f) VERT ANG       
 BK2921
 BK2921.Superseded values are not recommended for survey control.
 BK2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2921.See file dsdata.txt to determine how the superseded data were derived.
 BK2921
 BK2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3168446108(NAD 83)
 BK2921_MARKER: DS = TRIANGULATION STATION DISK
 BK2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2921
 BK2921  HISTORY     - Date     Condition        Report By
 BK2921  HISTORY     - 1974     MONUMENTED       NGS
 BK2921  HISTORY     - 19981016 MARK NOT FOUND   USPSQD
 BK2921
 BK2921                          STATION DESCRIPTION
 BK2921
 BK2921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2921'THE STATION IS ABOUT 4-1/2 MILES EAST OF ROANOKE, 1 MILE NORTH OF
 BK2921'U. S. HIGHWAY 90, 1 MILE NORHWEST OF JENNINGS, 1/2 MILE WEST OF THE
 BK2921'JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 26, JUST SOUTH
 BK2921'OF INTERSTATE HIGHWAY 10, JUST NORTH OF JENNINGS AIRPORT AND ON
 BK2921'PROPERTY OWNED BY THE CITY OF JENNINGS AND JEFFERSON DAVIS
 BK2921'PARISH.
 BK2921'
 BK2921'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2921'STATE HIGHWAY 26 IN THE NORTH EDGE OF JENNINGS, GO SOUTH ON HIGHWAY
 BK2921'26 FOR ABOUT 200 FEET TO BM T 162 (AZ MK) ON THE RIGHT AS DESCRIBED.
 BK2921'CONTINUE SOUTH ON HIGHWAY 26 FOR 0.2 MILE TO THE JUNCTION OF
 BK2921'SERVICE ROAD.  TURN RIGHT AND GO NORTH AND WEST ON SERVICE ROAD FOR
 BK2921'0.55 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BK2921'
 BK2921'THE STATION MARKS ARE STANDARD DISKS STAMPED JENNINGS APT 1974.  THE
 BK2921'SURFACE DISK IS SET IN THE ROUND CONCRETE POST FLUSH WITH THE
 BK2921'GROUND.  THE UNDERGOUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BK2921'ABOUT 48 INCHES BELOW THE GROUND.  THEY ARE 93 FEET SOUTHEAST OF A
 BK2921'ROAD SIGN, 53 FEET SOUTH OF CENTER OF SERVICE ROAD AND 12.5 FEET
 BK2921'NORTH OF THE NORTH BANK OF A DRAINAGE CANAL AND METAL WITNESS
 BK2921'POST.
 BK2921'
 BK2921'REFERENCE MARK 1, STAMPED JENNINGS APT NO 1 1974, IS A STANDARD DISK
 BK2921'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 36 FEET
 BK2921'SOUTH OF CENTER OF SERVICE ROAD, 31 FEET NORTHEAST OF THE METAL
 BK2921'WITNESS POST AND 30 FEET NORTH OF THE NORTH EDGE OF THE DRAINAGE
 BK2921'CANAL.
 BK2921'
 BK2921'REFERENCE MARK 2, STAMPED JENNINGS APT NO 2 1974, IS A STANDARD DIST
 BK2921'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 46 FEET
 BK2921'SOUTH OF CENTER OF SERVICE ROAD, 27 FEET NORTHWEST OF THE METAL
 BK2921'WITNESS POST AND 22 FEET NORTH OF THE NORTH EDGE OF CANAL.
 BK2921'
 BK2921'(AZIMUTH MARK), STAMPED T 162 1955, IS A STANDARD C AND GS BENCH MARK
 BK2921'DISK SET IN A ROUND CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 BK2921'THE GROUND.  IT IS 211 FEET SOUTHEWEST OF THE SOUTHWEST CORNER OF A
 BK2921'BRIDGE, 146 FEET WEST OF CENTER OF STATE HIGHWAY 26, 95 FEET
 BK2921'NORTH OF THE CENTER OF AN EXIT RAMP AND 1 FOOT NORTHWEST OF A METAL
 BK2921'WITNESS POST.
 BK2921'
 BK2921'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 BK2921'
 BK2921'NEAREST TOWN--JENNINGS.
 BK2921
 BK2921                          STATION RECOVERY (1998)
 BK2921
 BK2921'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2913 ***********************************************************************
 BK2913  DESIGNATION -  JENNINGS COLUMBIA GULF MAST
 BK2913  PID         -  BK2913
 BK2913  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2913  USGS QUAD   -  JENNINGS (1993)
 BK2913
 BK2913                         *CURRENT SURVEY CONTROL
 BK2913  ___________________________________________________________________
 BK2913* NAD 83(1992)-  30 12 11.70841(N)    092 39 40.36327(W)     ADJUSTED  
 BK2913* NAVD 88     -                                                        
 BK2913  **This station is located in a subsidence area (see below).
 BK2913  ___________________________________________________________________
 BK2913  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2913  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2913
 BK2913  HORZ ORDER  -  THIRD
 BK2913
 BK2913.The horizontal coordinates were established by classical geodetic methods
 BK2913.and adjusted by the National Geodetic Survey in January 1993..
 BK2913
 BK2913 ** The orthometric height has not been validated since last determined
 BK2913 ** by differential leveling and should not be used for control purposes.
 BK2913 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2913 ** area with valid NAVD 88 orthometric heights.
 BK2913 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2913 ** epoch indicated which incorporates improved geoid heights for the
 BK2913 ** Southern Louisiana Subsidence area.
 BK2913 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2913
 BK2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2913
 BK2913.The geoid height was determined by GEOID03.
 BK2913
 BK2913;                    North         East     Units Scale Factor Converg.
 BK2913;SPC LA S     -   189,536.930   872,151.380   MT  0.99993196   -0 39 50.2
 BK2913;SPC LA S     -   621,839.08  2,861,383.32   sFT  0.99993196   -0 39 50.2
 BK2913;UTM  15      - 3,341,356.206   532,608.620   MT  0.99961312   +0 10 13.6
 BK2913
 BK2913                          SUPERSEDED SURVEY CONTROL
 BK2913
 BK2913  NAD 83(1986)-  30 12 11.72868(N)    092 39 40.35741(W) AD(       ) 4
 BK2913  NAD 27      -  30 12 10.98252(N)    092 39 39.84951(W) AD(       ) 3
 BK2913
 BK2913.Superseded values are not recommended for survey control.
 BK2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2913.See file dsdata.txt to determine how the superseded data were derived.
 BK2913
 BK2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3260941356(NAD 83)
 BK2913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2913+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 BK2913
 BK2913  HISTORY     - Date     Condition        Report By
 BK2913  HISTORY     - UNK      MONUMENTED
 BK2913  HISTORY     - 1974     GOOD             NGS
 BK2913  HISTORY     - 19981016 GOOD             USPSQD
 BK2913  HISTORY     - 20041231 GOOD             USPSQD
 BK2913
 BK2913                          STATION DESCRIPTION
 BK2913
 BK2913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2913'THE STAITON IS THE LIGHT ATOP THE JENNINGS, COLUMBIA GULF
 BK2913'TRANSMISSION COMPANY, KKW 689, K03997 MAST, LOCATED ABOUT 1.5 MILES
 BK2913'SOUTHWEST OF THE CENTER OF JENNINGS.  THE MAST IS A TRIANGULAR
 BK2913'STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND
 BK2913'WHITE, AND HAS AN OVERALL HEIGHT OF 300 FEET.
 BK2913'
 BK2913'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 3055 IN THE
 BK2913'SOUTHWEST PART OF JENNINGS, GO SOUTH ON HIGHWAY 26 FOR 1.15 MILES TO
 BK2913'STATION ON THE LEFT ABOUT 0.1 MILE EAST OF THE HIGHWAY.
 BK2913
 BK2913                          STATION RECOVERY (1998)
 BK2913
 BK2913'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2913'RECOVERED IN GOOD CONDITION.
 BK2913
 BK2913                          STATION RECOVERY (2004)
 BK2913
 BK2913'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2909 ***********************************************************************
 BK2909  DESIGNATION -  JENNINGS GULF STATES MICROWAVE
 BK2909  PID         -  BK2909
 BK2909  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2909  USGS QUAD   -  JENNINGS (1993)
 BK2909
 BK2909                         *CURRENT SURVEY CONTROL
 BK2909  ___________________________________________________________________
 BK2909* NAD 83(1992)-  30 14 09.66087(N)    092 38 50.91795(W)     ADJUSTED  
 BK2909* NAVD 88     -                                                        
 BK2909  **This station is located in a subsidence area (see below).
 BK2909  ___________________________________________________________________
 BK2909  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK2909  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2909
 BK2909  HORZ ORDER  -  THIRD
 BK2909
 BK2909.The horizontal coordinates were established by classical geodetic methods
 BK2909.and adjusted by the National Geodetic Survey in January 1993..
 BK2909
 BK2909 ** The orthometric height has not been validated since last determined
 BK2909 ** by differential leveling and should not be used for control purposes.
 BK2909 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2909 ** area with valid NAVD 88 orthometric heights.
 BK2909 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2909 ** epoch indicated which incorporates improved geoid heights for the
 BK2909 ** Southern Louisiana Subsidence area.
 BK2909 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2909
 BK2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2909
 BK2909.The geoid height was determined by GEOID03.
 BK2909
 BK2909;                    North         East     Units Scale Factor Converg.
 BK2909;SPC LA S     -   193,153.357   873,515.365   MT  0.99993413   -0 39 25.5
 BK2909;SPC LA S     -   633,703.97  2,865,858.33   sFT  0.99993413   -0 39 25.5
 BK2909;UTM  15      - 3,344,990.954   533,919.371   MT  0.99961419   +0 10 39.1
 BK2909
 BK2909                          SUPERSEDED SURVEY CONTROL
 BK2909
 BK2909  NAD 83(1986)-  30 14 09.68118(N)    092 38 50.91221(W) AD(       ) 4
 BK2909  NAD 27      -  30 14 08.93886(N)    092 38 50.40697(W) AD(       ) 3
 BK2909
 BK2909.Superseded values are not recommended for survey control.
 BK2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2909.See file dsdata.txt to determine how the superseded data were derived.
 BK2909
 BK2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3391944991(NAD 83)
 BK2909_MARKER: 44 = MICROWAVE MAST
 BK2909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2909+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 BK2909
 BK2909  HISTORY     - Date     Condition        Report By
 BK2909  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2909  HISTORY     - 19981016 GOOD             USPSQD
 BK2909  HISTORY     - 20040427 GOOD             USPSQD
 BK2909
 BK2909                          STATION DESCRIPTION
 BK2909
 BK2909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2909'THE STATION IS THE LIGHT ATOP THE JENNINGS, GULF STATES UTILITIES
 BK2909'COMPANY, MICROWAVE KKA 705, LOCATED IN THE NORTHEAST EDGE OF
 BK2909'JENNINGS. IT IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 BK2909'ALTERNATELY RED AND WHTIE, WITH REFLECTORS AT THE TOP, AND
 BK2909'HAS AN OVERALL HEIGHT OF 200 FEET.
 BK2909'
 BK2909'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY 102
 BK2909'IN THE NORTHEAST EDGE OF JENNINGS, GO NORTH ON HIGHWAY 102 (NORTH
 BK2909'CUTTINGS AVE.) FOR 0.15 MILE TO JUNCTION OF STATE HIGHWAY 97.
 BK2909'TURN RIGHT AND GO EAST ON HIGHWAY 97 FOR 0.45 MILE TO THE STATION
 BK2909'ON THE LEFT ABOUT 0.1 MILE NORTH OF THE HIGHWAY.
 BK2909
 BK2909                          STATION RECOVERY (1998)
 BK2909
 BK2909'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2909'RECOVERED IN GOOD CONDITION.
 BK2909
 BK2909                          STATION RECOVERY (2004)
 BK2909
 BK2909'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2897 ***********************************************************************
 BK2897  DESIGNATION -  JENNINGS LA ST RICE CO HIGH TK
 BK2897  PID         -  BK2897
 BK2897  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2897  USGS QUAD   -  JENNINGS (1993)
 BK2897
 BK2897                         *CURRENT SURVEY CONTROL
 BK2897  ___________________________________________________________________
 BK2897* NAD 83(1992)-  30 13 02.40447(N)    092 39 20.69458(W)     ADJUSTED  
 BK2897* NAVD 88     -                                                        
 BK2897  **This station is located in a subsidence area (see below).
 BK2897  ___________________________________________________________________
 BK2897  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2897  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2897
 BK2897  HORZ ORDER  -  THIRD
 BK2897
 BK2897.The horizontal coordinates were established by classical geodetic methods
 BK2897.and adjusted by the National Geodetic Survey in January 1993..
 BK2897
 BK2897 ** The orthometric height has not been validated since last determined
 BK2897 ** by differential leveling and should not be used for control purposes.
 BK2897 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2897 ** area with valid NAVD 88 orthometric heights.
 BK2897 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2897 ** epoch indicated which incorporates improved geoid heights for the
 BK2897 ** Southern Louisiana Subsidence area.
 BK2897 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2897
 BK2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2897
 BK2897.The geoid height was determined by GEOID03.
 BK2897
 BK2897;                    North         East     Units Scale Factor Converg.
 BK2897;SPC LA S     -   191,091.738   872,695.401   MT  0.99993285   -0 39 40.4
 BK2897;SPC LA S     -   626,940.14  2,863,168.16   sFT  0.99993285   -0 39 40.4
 BK2897;UTM  15      - 3,342,918.273   533,129.774   MT  0.99961354   +0 10 23.7
 BK2897
 BK2897                          SUPERSEDED SURVEY CONTROL
 BK2897
 BK2897  NAD 83(1986)-  30 13 02.42490(N)    092 39 20.68898(W) AD(       ) 4
 BK2897  NAD 27      -  30 13 01.68023(N)    092 39 20.18371(W) AD(       ) 3
 BK2897
 BK2897.Superseded values are not recommended for survey control.
 BK2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2897.See file dsdata.txt to determine how the superseded data were derived.
 BK2897
 BK2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3313042918(NAD 83)
 BK2897_MARKER: 53 = ELEVATED TANK
 BK2897
 BK2897  HISTORY     - Date     Condition        Report By
 BK2897  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2897  HISTORY     - 20040731 MARK NOT FOUND   USPSQD
 BK2897
 BK2897                          STATION DESCRIPTION
 BK2897
 BK2897'DESCRIBED BY US POWER SQUADRON 2004 (CAL)
 BK2897'MARK NOT FOUND. THE FOUNDATION FOR THE WATER TOWER IS ALL THA REMAINS
 BK2897'OF THE FORMER MARK.  THE MARK WA LOCATED IN A TRIANGLE FORMED BY EAST
 BK2897'WOOD, SOUTH MARKET AND ORANGE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2902 ***********************************************************************
 BK2902  DESIGNATION -  JENNINGS LA ST RICE CO LOW TK
 BK2902  PID         -  BK2902
 BK2902  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2902  USGS QUAD   -  JENNINGS (1993)
 BK2902
 BK2902                         *CURRENT SURVEY CONTROL
 BK2902  ___________________________________________________________________
 BK2902* NAD 83(1992)-  30 13 02.65740(N)    092 39 21.00803(W)     ADJUSTED  
 BK2902* NAVD 88     -                                                        
 BK2902  **This station is located in a subsidence area (see below).
 BK2902  ___________________________________________________________________
 BK2902  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2902  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2902
 BK2902  HORZ ORDER  -  THIRD
 BK2902
 BK2902.The horizontal coordinates were established by classical geodetic methods
 BK2902.and adjusted by the National Geodetic Survey in January 1993..
 BK2902
 BK2902 ** The orthometric height has not been validated since last determined
 BK2902 ** by differential leveling and should not be used for control purposes.
 BK2902 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2902 ** area with valid NAVD 88 orthometric heights.
 BK2902 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2902 ** epoch indicated which incorporates improved geoid heights for the
 BK2902 ** Southern Louisiana Subsidence area.
 BK2902 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2902
 BK2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2902
 BK2902.The geoid height was determined by GEOID03.
 BK2902
 BK2902;                    North         East     Units Scale Factor Converg.
 BK2902;SPC LA S     -   191,099.622   872,687.109   MT  0.99993286   -0 39 40.6
 BK2902;SPC LA S     -   626,966.01  2,863,140.96   sFT  0.99993286   -0 39 40.6
 BK2902;UTM  15      - 3,342,926.033   533,121.371   MT  0.99961353   +0 10 23.6
 BK2902
 BK2902                          SUPERSEDED SURVEY CONTROL
 BK2902
 BK2902  NAD 83(1986)-  30 13 02.67786(N)    092 39 21.00237(W) AD(       ) 4
 BK2902  NAD 27      -  30 13 01.93296(N)    092 39 20.49680(W) AD(       ) 3
 BK2902
 BK2902.Superseded values are not recommended for survey control.
 BK2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2902.See file dsdata.txt to determine how the superseded data were derived.
 BK2902
 BK2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3312142926(NAD 83)
 BK2902_MARKER: 51 = TANK
 BK2902
 BK2902  HISTORY     - Date     Condition        Report By
 BK2902  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2902  HISTORY     - 20040731 MARK NOT FOUND   USPSQD
 BK2902
 BK2902                          STATION DESCRIPTION
 BK2902
 BK2902'DESCRIBED BY US POWER SQUADRON 2004 (CAL)
 BK2902'MARK NOT FOUND. THE FOUNDATION FOR THE WATER TOWER IS ALL THA REMAINS
 BK2902'OF THE FORMER MARK.  THE MARK WA LOCATED IN A TRIANGLE FORMED BY EAST
 BK2902'WOOD, SOUTH MARKET AND ORANGE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2907 ***********************************************************************
 BK2907  DESIGNATION -  JENNINGS MCCUTCHEN CONSTR MST
 BK2907  PID         -  BK2907
 BK2907  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2907  USGS QUAD   -  JENNINGS (1993)
 BK2907
 BK2907                         *CURRENT SURVEY CONTROL
 BK2907  ___________________________________________________________________
 BK2907* NAD 83(1992)-  30 14 55.80090(N)    092 37 54.95859(W)     ADJUSTED  
 BK2907* NAVD 88     -                                                        
 BK2907  **This station is located in a subsidence area (see below).
 BK2907  ___________________________________________________________________
 BK2907  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BK2907  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2907
 BK2907  HORZ ORDER  -  THIRD
 BK2907
 BK2907.The horizontal coordinates were established by classical geodetic methods
 BK2907.and adjusted by the National Geodetic Survey in January 1993..
 BK2907
 BK2907 ** The orthometric height has not been validated since last determined
 BK2907 ** by differential leveling and should not be used for control purposes.
 BK2907 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2907 ** area with valid NAVD 88 orthometric heights.
 BK2907 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2907 ** epoch indicated which incorporates improved geoid heights for the
 BK2907 ** Southern Louisiana Subsidence area.
 BK2907 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2907
 BK2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2907
 BK2907.The geoid height was determined by GEOID03.
 BK2907
 BK2907;                    North         East     Units Scale Factor Converg.
 BK2907;SPC LA S     -   194,556.929   875,027.516   MT  0.99993507   -0 38 57.5
 BK2907;SPC LA S     -   638,308.86  2,870,819.44   sFT  0.99993507   -0 38 57.5
 BK2907;UTM  15      - 3,346,415.949   535,410.439   MT  0.99961547   +0 11 07.5
 BK2907
 BK2907                          SUPERSEDED SURVEY CONTROL
 BK2907
 BK2907  NAD 83(1986)-  30 14 55.82099(N)    092 37 54.95295(W) AD(       ) 4
 BK2907  NAD 27      -  30 14 55.08103(N)    092 37 54.44981(W) AD(       ) 3
 BK2907
 BK2907.Superseded values are not recommended for survey control.
 BK2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2907.See file dsdata.txt to determine how the superseded data were derived.
 BK2907
 BK2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3541046416(NAD 83)
 BK2907_MARKER: 42 = RADIO/TV MAST
 BK2907
 BK2907  HISTORY     - Date     Condition        Report By
 BK2907  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2907  HISTORY     - 19961204 MARK NOT FOUND   USPSQD
 BK2907  HISTORY     - 19981016 MARK NOT FOUND   USPSQD
 BK2907
 BK2907                          STATION DESCRIPTION
 BK2907
 BK2907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2907'THE STATION IS THE LIGHT ATOP THE JENNINGS, MCCUTCHEN CONSTRUCTION
 BK2907'COMPANY, MAST, LOCATED ABOUT 2.5 MILES NORTHEAST OF JENNINGS.
 BK2907'THE MAST IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 BK2907'ALTERNATELY RED AND WHITE, WITH AN OVERALL HEIGHT OF 300 FEET.
 BK2907'
 BK2907'TO REACH FROM WHERE STATE HIGHWAY 97 CROSSES INTERSTATE HIGHWAY 10
 BK2907'ABOUT 2 MILES NORTHEAST OF JENNINGS, GO NORTHEAST ON HIGHWAY 97 FOR
 BK2907'0.2 MILE, THENCE SHARP LEFT ON SERVICE ROAD, WESTERLY, FOR 0.15
 BK2907'MILE TO A SHELL ROAD RIGHT.  TURN RIGHT AND FOLLOW SHELL ROAD
 BK2907'NORTHERLY FOR 0.3 MILE TO STATION.
 BK2907
 BK2907                          STATION RECOVERY (1996)
 BK2907
 BK2907'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2907'MARK NOT FOUND.
 BK2907
 BK2907                          STATION RECOVERY (1998)
 BK2907
 BK2907'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2904 ***********************************************************************
 BK2904  DESIGNATION -  JENNINGS MUNICIPAL TANK
 BK2904  PID         -  BK2904
 BK2904  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2904  USGS QUAD   -  JENNINGS (1993)
 BK2904
 BK2904                         *CURRENT SURVEY CONTROL
 BK2904  ___________________________________________________________________
 BK2904* NAD 83(1992)-  30 13 32.09438(N)    092 39 22.19892(W)     ADJUSTED  
 BK2904* NAVD 88     -                                                        
 BK2904  **This station is located in a subsidence area (see below).
 BK2904  ___________________________________________________________________
 BK2904  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK2904  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2904
 BK2904  HORZ ORDER  -  THIRD
 BK2904
 BK2904.The horizontal coordinates were established by classical geodetic methods
 BK2904.and adjusted by the National Geodetic Survey in January 1993..
 BK2904
 BK2904 ** The orthometric height has not been validated since last determined
 BK2904 ** by differential leveling and should not be used for control purposes.
 BK2904 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2904 ** area with valid NAVD 88 orthometric heights.
 BK2904 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2904 ** epoch indicated which incorporates improved geoid heights for the
 BK2904 ** Southern Louisiana Subsidence area.
 BK2904 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2904
 BK2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2904
 BK2904.The geoid height was determined by GEOID03.
 BK2904
 BK2904;                    North         East     Units Scale Factor Converg.
 BK2904;SPC LA S     -   192,006.333   872,665.729   MT  0.99993340   -0 39 41.2
 BK2904;SPC LA S     -   629,940.78  2,863,070.81   sFT  0.99993340   -0 39 41.2
 BK2904;UTM  15      - 3,343,832.047   533,086.798   MT  0.99961351   +0 10 23.1
 BK2904
 BK2904                          SUPERSEDED SURVEY CONTROL
 BK2904
 BK2904  NAD 83(1986)-  30 13 32.11475(N)    092 39 22.19306(W) AD(       ) 4
 BK2904  NAD 27      -  30 13 31.37085(N)    092 39 21.68704(W) AD(       ) 3
 BK2904
 BK2904.Superseded values are not recommended for survey control.
 BK2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2904.See file dsdata.txt to determine how the superseded data were derived.
 BK2904
 BK2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3308743832(NAD 83)
 BK2904_MARKER: 51 = TANK
 BK2904
 BK2904  HISTORY     - Date     Condition        Report By
 BK2904  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2904  HISTORY     - 20040731 MARK NOT FOUND   USPSQD
 BK2904
 BK2904                          STATION DESCRIPTION
 BK2904
 BK2904'DESCRIBED BY US POWER SQUADRON 2004 (CAL)
 BK2904'MARK NOT FOUND. MARK WAS LOCATED ON WHAT IS AN EMPTY LOT OWNED BY THE
 BK2904'CITY AS CONFIRMED BY TWO LOCAL RESIDENTS IN THE IMMEDIATE AREA.  THE
 BK2904'WATER TOWER WAS LOCATED ON THE NORTHWEST CORNER OF CHURCH AND EAST
 BK2904'FIRST ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2911 ***********************************************************************
 BK2911  DESIGNATION -  JENNINGS N MUNICIPAL TANK
 BK2911  PID         -  BK2911
 BK2911  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2911  USGS QUAD   -  JENNINGS (1993)
 BK2911
 BK2911                         *CURRENT SURVEY CONTROL
 BK2911  ___________________________________________________________________
 BK2911* NAD 83(1992)-  30 13 59.65540(N)    092 39 22.31560(W)     ADJUSTED  
 BK2911* NAVD 88     -                                                        
 BK2911  **This station is located in a subsidence area (see below).
 BK2911  ___________________________________________________________________
 BK2911  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BK2911  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2911
 BK2911  HORZ ORDER  -  THIRD
 BK2911
 BK2911.The horizontal coordinates were established by classical geodetic methods
 BK2911.and adjusted by the National Geodetic Survey in January 1993..
 BK2911
 BK2911 ** The orthometric height has not been validated since last determined
 BK2911 ** by differential leveling and should not be used for control purposes.
 BK2911 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2911 ** area with valid NAVD 88 orthometric heights.
 BK2911 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2911 ** epoch indicated which incorporates improved geoid heights for the
 BK2911 ** Southern Louisiana Subsidence area.
 BK2911 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2911
 BK2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2911
 BK2911.The geoid height was determined by GEOID03.
 BK2911
 BK2911;                    North         East     Units Scale Factor Converg.
 BK2911;SPC LA S     -   192,854.954   872,672.406   MT  0.99993394   -0 39 41.2
 BK2911;SPC LA S     -   632,724.96  2,863,092.72   sFT  0.99993394   -0 39 41.2
 BK2911;UTM  15      - 3,344,680.404   533,081.116   MT  0.99961350   +0 10 23.2
 BK2911
 BK2911                          SUPERSEDED SURVEY CONTROL
 BK2911
 BK2911  NAD 83(1986)-  30 13 59.67573(N)    092 39 22.30986(W) AD(       ) 4
 BK2911  NAD 27      -  30 13 58.93398(N)    092 39 21.80373(W) AD(       ) 3
 BK2911
 BK2911.Superseded values are not recommended for survey control.
 BK2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2911.See file dsdata.txt to determine how the superseded data were derived.
 BK2911
 BK2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3308144680(NAD 83)
 BK2911_MARKER: 53 = ELEVATED TANK
 BK2911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2911+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BK2911
 BK2911  HISTORY     - Date     Condition        Report By
 BK2911  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2911  HISTORY     - 19981016 GOOD             USPSQD
 BK2911  HISTORY     - 20031220 GOOD             USPSQD
 BK2911
 BK2911                          STATION DESCRIPTION
 BK2911
 BK2911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2911'THE STATIONIS THE TOP CENTER OF THE JENNINGS NORTH MUNICIPAL WATER
 BK2911'TANK, LOCATED IN THE NORTH PART OF JENNINGS.  IT IS A 6-LEGGED STEEL
 BK2911'STRUCTURE, WITH AN OVAL TANK, PAINTED SILVER, WITH THE LETTERS
 BK2911'JENNINGS IN BLACK, HAS A SCREEN TYPE REFLECTOR, OBSTRUCTION LIGHT,
 BK2911'AND AN OVERALL HEIGHT OF 165 FEET.
 BK2911'
 BK2911'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY 102
 BK2911'IN THE NORTHEAST PART OF JENNINGS, GO NORTH ON HIGHWAY 102
 BK2911'(NORTH CUTTINGS AVE.) FOR 0.15 MILE TO STATION ON THE LEFT.
 BK2911
 BK2911                          STATION RECOVERY (1998)
 BK2911
 BK2911'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2911'RECOVERED IN GOOD CONDITION.
 BK2911
 BK2911                          STATION RECOVERY (2003)
 BK2911
 BK2911'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BK2911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2915 ***********************************************************************
 BK2915  DESIGNATION -  JENNINGS RAD STA KJEF MAST
 BK2915  PID         -  BK2915
 BK2915  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2915  USGS QUAD   -  JENNINGS (1993)
 BK2915
 BK2915                         *CURRENT SURVEY CONTROL
 BK2915  ___________________________________________________________________
 BK2915* NAD 83(1992)-  30 12 37.53716(N)    092 39 53.28161(W)     ADJUSTED  
 BK2915* NAVD 88     -                                                        
 BK2915  **This station is located in a subsidence area (see below).
 BK2915  ___________________________________________________________________
 BK2915  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK2915  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2915
 BK2915  HORZ ORDER  -  THIRD
 BK2915
 BK2915.The horizontal coordinates were established by classical geodetic methods
 BK2915.and adjusted by the National Geodetic Survey in January 1993..
 BK2915
 BK2915 ** The orthometric height has not been validated since last determined
 BK2915 ** by differential leveling and should not be used for control purposes.
 BK2915 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2915 ** area with valid NAVD 88 orthometric heights.
 BK2915 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2915 ** epoch indicated which incorporates improved geoid heights for the
 BK2915 ** Southern Louisiana Subsidence area.
 BK2915 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2915
 BK2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2915
 BK2915.The geoid height was determined by GEOID03.
 BK2915
 BK2915;                    North         East     Units Scale Factor Converg.
 BK2915;SPC LA S     -   190,336.184   871,815.141   MT  0.99993241   -0 39 56.7
 BK2915;SPC LA S     -   624,461.30  2,860,280.18   sFT  0.99993241   -0 39 56.7
 BK2915;UTM  15      - 3,342,150.226   532,260.889   MT  0.99961284   +0 10 07.2
 BK2915
 BK2915                          SUPERSEDED SURVEY CONTROL
 BK2915
 BK2915  NAD 83(1986)-  30 12 37.55744(N)    092 39 53.27598(W) AD(       ) 4
 BK2915  NAD 27      -  30 12 36.81214(N)    092 39 52.76820(W) AD(       ) 3
 BK2915
 BK2915.Superseded values are not recommended for survey control.
 BK2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2915.See file dsdata.txt to determine how the superseded data were derived.
 BK2915
 BK2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3226142150(NAD 83)
 BK2915_MARKER: 42 = RADIO/TV MAST
 BK2915
 BK2915  HISTORY     - Date     Condition        Report By
 BK2915  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2915  HISTORY     - 19981016 GOOD             USPSQD
 BK2915
 BK2915                          STATION DESCRIPTION
 BK2915
 BK2915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2915'THE STATION IS THE LIGHT ATOP THE JENNINGS, RADIO STATION KJEF, MAST,
 BK2915'LOCATED ABOUT 1 MILE SOUTHWEST OF THE APPROXIMATE CENTER OF
 BK2915'JENNINGS.  THE MAST IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED,
 BK2915'PAINTED ALTERNATELY RED AND WHITE, AND HAS AN OVERALL HEIGHT OF
 BK2915'ABOUT 225 FEET.
 BK2915'
 BK2915'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 3055 IN THE
 BK2915'SOUTHWEST PART OF JENNINGS, GO SOUTH ON HIGHWAY 26 FOR 0.65 MILE TO
 BK2915'THE STATION ON THE RIGHT ABOUT 0.1 MILE WEST OF THE HIGHWAY.
 BK2915
 BK2915                          STATION RECOVERY (1998)
 BK2915
 BK2915'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2910 ***********************************************************************
 BK2910  DESIGNATION -  JENNINGS RIVIANA TANK
 BK2910  PID         -  BK2910
 BK2910  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2910  USGS QUAD   -  JENNINGS (1993)
 BK2910
 BK2910                         *CURRENT SURVEY CONTROL
 BK2910  ___________________________________________________________________
 BK2910* NAD 83(1992)-  30 13 02.16870(N)    092 39 20.28484(W)     ADJUSTED  
 BK2910* NAVD 88     -                                                        
 BK2910  **This station is located in a subsidence area (see below).
 BK2910  ___________________________________________________________________
 BK2910  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2910  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2910
 BK2910  HORZ ORDER  -  THIRD
 BK2910
 BK2910.The horizontal coordinates were established by classical geodetic methods
 BK2910.and adjusted by the National Geodetic Survey in January 1993..
 BK2910
 BK2910 ** The orthometric height has not been validated since last determined
 BK2910 ** by differential leveling and should not be used for control purposes.
 BK2910 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2910 ** area with valid NAVD 88 orthometric heights.
 BK2910 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2910 ** epoch indicated which incorporates improved geoid heights for the
 BK2910 ** Southern Louisiana Subsidence area.
 BK2910 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2910
 BK2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2910
 BK2910.The geoid height was determined by GEOID03.
 BK2910
 BK2910;                    North         East     Units Scale Factor Converg.
 BK2910;SPC LA S     -   191,084.352   872,706.273   MT  0.99993285   -0 39 40.2
 BK2910;SPC LA S     -   626,915.91  2,863,203.83   sFT  0.99993285   -0 39 40.2
 BK2910;UTM  15      - 3,342,911.049   533,140.749   MT  0.99961355   +0 10 23.9
 BK2910
 BK2910                          SUPERSEDED SURVEY CONTROL
 BK2910
 BK2910  NAD 83(1986)-  30 13 02.18912(N)    092 39 20.27926(W) AD(       ) 4
 BK2910  NAD 27      -  30 13 01.44479(N)    092 39 19.77260(W) AD(       ) 3
 BK2910
 BK2910.Superseded values are not recommended for survey control.
 BK2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2910.See file dsdata.txt to determine how the superseded data were derived.
 BK2910
 BK2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3314142911(NAD 83)
 BK2910_MARKER: 53 = ELEVATED TANK
 BK2910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2910+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 BK2910
 BK2910  HISTORY     - Date     Condition        Report By
 BK2910  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2910  HISTORY     - 19981016 GOOD             USPSQD
 BK2910  HISTORY     - 20040731 GOOD             USPSQD
 BK2910
 BK2910                          STATION DESCRIPTION
 BK2910
 BK2910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2910'THE STAION IS THE TOP CENTER OF THE JENNINGS, RIVIANA FOODS INC.,
 BK2910'WATER TANK, LOCATED IN THE SOUTHEAST EDGE OF JENNINGS.  IT IS A
 BK2910'4-LEGGED STEEL STRUCTURE, SILVER, OVAL SHAPED TANK, AND HAS AN
 BK2910'OVERALL HEIGHT OF 180 FEET.
 BK2910'
 BK2910'IT IS LOCATED IN THE EAST OF A TRIANGLE FORMED BY THE INTERSECTION
 BK2910'OF SOUTH MARKET, WOOD, AND ORANGE STREETS.
 BK2910
 BK2910                          STATION RECOVERY (1998)
 BK2910
 BK2910'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2910'RECOVERED IN GOOD CONDITION.
 BK2910
 BK2910                          STATION RECOVERY (2004)
 BK2910
 BK2910'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2910'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2914 ***********************************************************************
 BK2914  DESIGNATION -  JENNINGS RM 3
 BK2914  PID         -  BK2914
 BK2914  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2914  USGS QUAD   -  JENNINGS (1993)
 BK2914
 BK2914                         *CURRENT SURVEY CONTROL
 BK2914  ___________________________________________________________________
 BK2914* NAD 83(1992)-  30 12 44.66611(N)    092 39 47.18496(W)     ADJUSTED  
 BK2914* NAVD 88     -         7.94   (+/-2cm)      26.0  **(feet)  VERTCON   
 BK2914  **This station is located in a subsidence area (see below).
 BK2914  ___________________________________________________________________
 BK2914  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2914  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2914
 BK2914  HORZ ORDER  -  FIRST
 BK2914  VERT ORDER  -  THIRD ? (See Below)
 BK2914
 BK2914.The horizontal coordinates were established by classical geodetic methods
 BK2914.and adjusted by the National Geodetic Survey in January 1993..
 BK2914
 BK2914 ** The orthometric height has not been validated since last determined
 BK2914 ** by differential leveling and should not be used for control purposes.
 BK2914 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2914 ** area with valid NAVD 88 orthometric heights.
 BK2914 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2914 ** epoch indicated which incorporates improved geoid heights for the
 BK2914 ** Southern Louisiana Subsidence area.
 BK2914 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2914.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2914.The vertical order pertains to the NGVD 29 superseded value.
 BK2914
 BK2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2914
 BK2914.The geoid height was determined by GEOID03.
 BK2914
 BK2914;                    North         East     Units Scale Factor Converg.
 BK2914;SPC LA S     -   190,553.786   871,980.721   MT  0.99993253   -0 39 53.7
 BK2914;SPC LA S     -   625,175.21  2,860,823.42   sFT  0.99993253   -0 39 53.7
 BK2914;UTM  15      - 3,342,370.145   532,423.231   MT  0.99961297   +0 10 10.3
 BK2914
 BK2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2914!SPC LA S     -   1.00000304  x   0.99993253  =   0.99993557
 BK2914!UTM  15      -   1.00000304  x   0.99961297  =   0.99961601
 BK2914
 BK2914:                Primary Azimuth Mark                     Grid Az
 BK2914:SPC LA S     -  JENNINGS S MUNICIPAL TANK                032 33 38.4
 BK2914:UTM  15      -  JENNINGS S MUNICIPAL TANK                031 43 34.4
 BK2914
 BK2914|---------------------------------------------------------------------|
 BK2914| PID    Reference Object                     Distance      Geod. Az  |
 BK2914|                                                           dddmmss.s |
 BK2914| BK2912 JENNINGS S MUNICIPAL TANK           APPROX. 0.9 KM 0315344.7 |
 BK2914| BK0679 JENNINGS RM 2                        37.962 METERS 15320     |
 BK2914| BK2913 JENNINGS COLUMBIA GULF MAST         APPROX. 1.0 KM 1694828.6 |
 BK2914| BK0678 JENNINGS RESET                       30.802 METERS 21214     |
 BK2914| BK2915 JENNINGS RAD STA KJEF MAST          273.454 METERS 21636     |
 BK2914| CW1944 JENNINGS RM 5                        28.146 METERS 22735     |
 BK2914| CW1943 JENNINGS RM 4                                      3561319.4 |
 BK2914|---------------------------------------------------------------------|
 BK2914
 BK2914                          SUPERSEDED SURVEY CONTROL
 BK2914
 BK2914  NAD 83(1986)-  30 12 44.68645(N)    092 39 47.17930(W) AD(       ) 1
 BK2914  NAD 27      -  30 12 43.94187(N)    092 39 46.67159(W) AD(       ) 1
 BK2914  NGVD 29 (07/19/86)    7.92   (m)           26.0    (f) LEVELING    3  
 BK2914
 BK2914.Superseded values are not recommended for survey control.
 BK2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2914.See file dsdata.txt to determine how the superseded data were derived.
 BK2914
 BK2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3242342370(NAD 83)
 BK2914_MARKER: DR = REFERENCE MARK DISK
 BK2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2914
 BK2914  HISTORY     - Date     Condition        Report By
 BK2914  HISTORY     - 1974     MONUMENTED       NGS
 BK2914  HISTORY     - 1975     GOOD             NGS
 BK2914  HISTORY     - 19981016 MARK NOT FOUND   USPSQD
 BK2914
 BK2914                          STATION DESCRIPTION
 BK2914
 BK2914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2914'THE STATION IS IN THE SOUTHWEST EDGE OF JENNINGS, ABOUT 1-1/2 MILES
 BK2914'SOUTH OF THE JUNCTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY 26,
 BK2914'ALONG THE EAST SIDE OF HIGHWAY 26 (LAKE ARTHUR AVENUE), IN THE
 BK2914'SOUTHWEST CORNER OF THE OLD FAIR GROUNDS, ON PROPERTY OWNED BY
 BK2914'THE JEFFERSON DAVIS PARISH AND IS LOOKED AFTER BY THE POLICE JURY
 BK2914'BOARD, WHOS OFFICE IS IN THE COURTHOUSE--PHONE NUMBER 824-4792.
 BK2914'
 BK2914'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK2914'HIGHWAY 26 IN JENNINGS, GO SOUTH ON HIGHWAY 26 FOR 1.1 MILES TO THE
 BK2914'JUNCTION OF BAKER STREET ON THE LEFT AND REFERENCE MARK 4 (AZ MK)
 BK2914'IN THE SOUTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.  CONTINUE
 BK2914'SOUTH ON HIGHWAY 26 FOR 0.2 MILE TO A GRAVELED DRIVE ON THE LEFT AT
 BK2914'THE SOUTHWEST CORNER OF THE OLD FAIR GROUNDS.  TURN LEFT ON THE
 BK2914'GRAVELED DRIVE FOR ABOUT 100 FEET TO THE STATION ON THE LEFT AS
 BK2914'DESCRIBED.
 BK2914'
 BK2914'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 BK2914'JENNINGS 1931 NO 3 1974.  THE SURFACE MARK IS SET IN A ROUND
 BK2914'CONCRETE POST FLUSH WITH THE GROUND AND THE UNDERGROUND MARK IS SET
 BK2914'IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE
 BK2914'GROUND SURFACE.  THEY ARE 128 FEET NORTH OF A LARGE TWIN TRUNKED OAK
 BK2914'TREE, 100 FEET EAST OF CENTER OF HIGHWAY 26 AND 33 FEET NORTH OF
 BK2914'CENTER OF THE GRAVELED DRIVE.
 BK2914'
 BK2914'JENNINGS, STAMPED JENNINGS 1931 1974, IS A STANDARD STATION MARK DISK
 BK2914'SET IN A ROUND CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW THE
 BK2914'GROUND SURFACE.  THE UNDERGROUND MARK IS STAMPED JENNINGS 1931 AND
 BK2914'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 BK2914'GROUND SURFACE.  THEY ARE 102 FEET WEST-NORTHWEST OF THE TWIN
 BK2914'TRUNKED OAK TREE, 52 FEET SOUTH OF CENTER OF THE GRAVELED DRIVE,
 BK2914'46.5 FEET EAST OF CENTER OF HIGHWAY 26, 35 FEET NORTHEAST OF A POWER
 BK2914'AND STREET LIGHT POLE AND 18.5 FEET NORTH OF CENTER OF A DITCH
 BK2914'ALONG THE SOUTH EDGE OF THE FAIR GROUND.
 BK2914'
 BK2914'REFERENCE MARK 2, STAMPED JENNINGS 1931 NO 2, IS A STANDARD DISK SET
 BK2914'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 157 FEET
 BK2914'EAST OF CENTER OF HIGHWAY 26, 14 FEET NORTHEAST OF THE TWIN TRUNKED
 BK2914'OAK TREE, 6 FEET SOUTH OF CENTER OF THE DITCH AND 1.5 FEET NORTH
 BK2914'OF A METAL WITNESS POST.
 BK2914'
 BK2914'REFERENCE MARK 4, STAMPED JENNINGS 1931 NO 4 1974, IS A STANDARD DISK
 BK2914'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE STORM
 BK2914'DRAIN.  IT IS 23.5 FEET EAST OF CENTER OF HIGHWAY 26, 20.5 FEET
 BK2914'SOUTH OF CENTER OF BAKER STREET AND 4.5 FEET NORTHWEST OF A POWER
 BK2914'AND STREET LIGHT POLE.
 BK2914'
 BK2914'NEAREST TOWN--JENNINGS.
 BK2914'
 BK2914'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 BK2914
 BK2914                          STATION RECOVERY (1975)
 BK2914
 BK2914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BK2914'THE STATION WAS VISITED 5-12-75 AND THE STATION, REFERENCE MARK NO. 2
 BK2914'AND REFERENCE MARK NO. 4 (AZIMUTH MARK) WERE FOUND IN GOOD
 BK2914'CONDITION.  JENNINGS 1931 WAS FOUND COVERED BY A DRIVEWAY TO THE
 BK2914'NEW FIRE STATION BUILT IN THE AREA.  REFERENCE MARK NO. 5 WAS
 BK2914'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTON FOLLOWS--
 BK2914'
 BK2914'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF JENNINGS, ABOUT 1.5
 BK2914'MILES SOUTH OF THE JUNCTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY
 BK2914'26, AT THE SOUTHWEST CORNER OF THE OLD FAIR GROUNDS AND NEAR THE
 BK2914'NORTH SIDE OF THE NEW FIRE HOUSE.  IT IS 100 FEET EAST OF THE
 BK2914'CENTER OF STATE HIGHWAY 26 33 FEET NORTH OF THE CENTER OF THE
 BK2914'GRAVELED ROAD NORTH OF THE FIRE STATION, 80 FEET EAST-SOUTHEAST
 BK2914'OF THE 1ST STEP ON THE NORTH SIDE OF A UTILITY POLE, 29.5 FEET
 BK2914'NORTH OF THE NORTHEAST CORNER OF THE FIRE STATION, 12 FEET WEST OF
 BK2914'THE PROJECTED PLANE OF THE EAST WALL OF THE FIRE STATION AND 26.5
 BK2914'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE FIRE STATION.  IT
 BK2914'IS A TRIANGULATION STATION DISK STAMPED JENNINGS NO 3 1931 1974,
 BK2914'FLUSH WITH THE GROUND.
 BK2914'
 BK2914'REFERENCE MARK NO. 2 IS 124.54 FEET SOUTHEAST OF THE STATION.  IT IS
 BK2914'157 FEET EAST OF THE CENTER OF STATE HIGHWAY 26, 14 FEET NORTHEAST
 BK2914'OF A TWIN TRUNKED TREE, 47 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 BK2914'CORNER OF THE FIRE STATION AND 46 FEET EAST OF THE PROJECTED PLANE
 BK2914'OF THE EAST WALL OF THE FIRE STATION.  IT IS A REFERENCE MARK
 BK2914'DISK STAMPED JENNINGS NO 2 1931 FLUSH WITH THE GROUND.
 BK2914'
 BK2914'REFERENCE MARK NO. 5 IS 92.34 FEET SOUTHWEST OF THE STATION.  IT IS
 BK2914'32 FEET EAST OF THE CENTER OF STATE HIGHWAY 26, 38.5 FEET WEST OF
 BK2914'THE WEST WALL OF THE FIRE STATION, 1.5 FEET SOUTH OF THE NORTH EDGE
 BK2914'OF THE DRIVEWAY, 4 FEET EAST OF A ROW OF POLES, 50 FEET SOUTH OF
 BK2914'A 3-FOOT OAK TREE.  IT IS A REFERENCE MARK DISK STAMPED
 BK2914'JENNINGS NO 5 1931 1975, SET IN A DRILL HOLE IN A CONCRETE
 BK2914'DRIVEWAY OF THE STATION.
 BK2914'
 BK2914'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS ABOUT 0.2 MILES NORTH OF THE
 BK2914'STATION, 23.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 26, 20.5 FEET
 BK2914'SOUTH OF THE CENTER OF BAKER STREET, 4.5 FEET NORTHWEST OF A POWER
 BK2914'POLE AND STREET LIGHT.  IT IS A REFERENCE MARK DISK SET IN A DRILL
 BK2914'HOLE IN THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION OF A
 BK2914'DRAINAGE BASIN.  IT IS STAMPED JENNINGS NO 4 1931 1974.
 BK2914'
 BK2914'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK2914'HIGHWAY 26 (LAKE ARTHUR DR.) GO SOUTH ON STATE HIGHWAY 26 FOR 1.1
 BK2914'MILES TO THE JUNCTION WITH BAKER STREET AND THE AZIMUTH MARK ON THE
 BK2914'LEFT. CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 0.2 MILE TO THE FIRE
 BK2914'STATION AND THE STATION ON THE LEFT.
 BK2914'
 BK2914'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JENNINGS.
 BK2914
 BK2914                          STATION RECOVERY (1998)
 BK2914
 BK2914'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2912 ***********************************************************************
 BK2912  DESIGNATION -  JENNINGS S MUNICIPAL TANK
 BK2912  PID         -  BK2912
 BK2912  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2912  USGS QUAD   -  JENNINGS (1993)
 BK2912
 BK2912                         *CURRENT SURVEY CONTROL
 BK2912  ___________________________________________________________________
 BK2912* NAD 83(1992)-  30 13 08.61008(N)    092 39 30.02631(W)     ADJUSTED  
 BK2912* NAVD 88     -                                                        
 BK2912  **This station is located in a subsidence area (see below).
 BK2912  ___________________________________________________________________
 BK2912  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK2912  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2912
 BK2912  HORZ ORDER  -  THIRD
 BK2912
 BK2912.The horizontal coordinates were established by classical geodetic methods
 BK2912.and adjusted by the National Geodetic Survey in January 1993..
 BK2912
 BK2912 ** The orthometric height has not been validated since last determined
 BK2912 ** by differential leveling and should not be used for control purposes.
 BK2912 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2912 ** area with valid NAVD 88 orthometric heights.
 BK2912 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2912 ** epoch indicated which incorporates improved geoid heights for the
 BK2912 ** Southern Louisiana Subsidence area.
 BK2912 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2912
 BK2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2912
 BK2912.The geoid height was determined by GEOID03.
 BK2912
 BK2912;                    North         East     Units Scale Factor Converg.
 BK2912;SPC LA S     -   191,285.686   872,448.084   MT  0.99993297   -0 39 45.1
 BK2912;SPC LA S     -   627,576.45  2,862,356.76   sFT  0.99993297   -0 39 45.1
 BK2912;UTM  15      - 3,343,108.539   532,879.738   MT  0.99961334   +0 10 19.1
 BK2912
 BK2912                          SUPERSEDED SURVEY CONTROL
 BK2912
 BK2912  NAD 83(1986)-  30 13 08.63037(N)    092 39 30.02063(W) AD(       ) 4
 BK2912  NAD 27      -  30 13 07.88653(N)    092 39 29.51365(W) AD(       ) 3
 BK2912
 BK2912.Superseded values are not recommended for survey control.
 BK2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2912.See file dsdata.txt to determine how the superseded data were derived.
 BK2912
 BK2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3288043109(NAD 83)
 BK2912_MARKER: 53 = ELEVATED TANK
 BK2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2912+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 BK2912
 BK2912  HISTORY     - Date     Condition        Report By
 BK2912  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2912  HISTORY     - 19981016 GOOD             USPSQD
 BK2912  HISTORY     - 20040731 GOOD             USPSQD
 BK2912
 BK2912                          STATION DESCRIPTION
 BK2912
 BK2912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2912'THE STAION IS THE TOP CENTER OF THE JENNINGS SOUTH MUNICIPAL WATER
 BK2912'TANK, LOCATED IN THE SOUTEAST PART OF JENNINGS.  THE TANK IS AN
 BK2912'8-LEGGED STEEL STRUCTURE WITH A WIDE OVAL TANK ATOP, PAINTED
 BK2912'SILVER, WITH THE LETTERS JENNINGS IN BLACK, AND HAS AN OVERALL
 BK2912'HEIGHT OF ABOUT 170 FEET.
 BK2912'
 BK2912'THE TANK IS LOCATED IN A TRIANGLE FORMED BY THE INTERSECTION OF SOUTH
 BK2912'MAIN, SOUTH MARKET AND JEFFERSON STREETS.
 BK2912
 BK2912                          STATION RECOVERY (1998)
 BK2912
 BK2912'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2912'RECOVERED IN GOOD CONDITION.
 BK2912
 BK2912                          STATION RECOVERY (2004)
 BK2912
 BK2912'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2912'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2908 ***********************************************************************
 BK2908  DESIGNATION -  JENNINGS UNI VIDEO MICROWAVE
 BK2908  PID         -  BK2908
 BK2908  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2908  USGS QUAD   -  JENNINGS (1993)
 BK2908
 BK2908                         *CURRENT SURVEY CONTROL
 BK2908  ___________________________________________________________________
 BK2908* NAD 83(1992)-  30 14 01.20431(N)    092 38 12.99399(W)     ADJUSTED  
 BK2908* NAVD 88     -                                                        
 BK2908  **This station is located in a subsidence area (see below).
 BK2908  ___________________________________________________________________
 BK2908  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BK2908  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2908
 BK2908  HORZ ORDER  -  THIRD
 BK2908
 BK2908.The horizontal coordinates were established by classical geodetic methods
 BK2908.and adjusted by the National Geodetic Survey in January 1993..
 BK2908
 BK2908 ** The orthometric height has not been validated since last determined
 BK2908 ** by differential leveling and should not be used for control purposes.
 BK2908 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2908 ** area with valid NAVD 88 orthometric heights.
 BK2908 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2908 ** epoch indicated which incorporates improved geoid heights for the
 BK2908 ** Southern Louisiana Subsidence area.
 BK2908 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2908
 BK2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2908
 BK2908.The geoid height was determined by GEOID03.
 BK2908
 BK2908;                    North         East     Units Scale Factor Converg.
 BK2908;SPC LA S     -   192,881.403   874,526.284   MT  0.99993397   -0 39 06.6
 BK2908;SPC LA S     -   632,811.74  2,869,174.98   sFT  0.99993397   -0 39 06.6
 BK2908;UTM  15      - 3,344,733.836   534,933.820   MT  0.99961506   +0 10 58.1
 BK2908
 BK2908                          SUPERSEDED SURVEY CONTROL
 BK2908
 BK2908  NAD 83(1986)-  30 14 01.22457(N)    092 38 12.98824(W) AD(       ) 4
 BK2908  NAD 27      -  30 14 00.48310(N)    092 38 12.48411(W) AD(       ) 3
 BK2908
 BK2908.Superseded values are not recommended for survey control.
 BK2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2908.See file dsdata.txt to determine how the superseded data were derived.
 BK2908
 BK2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3493444734(NAD 83)
 BK2908_MARKER: 44 = MICROWAVE MAST
 BK2908
 BK2908  HISTORY     - Date     Condition        Report By
 BK2908  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2908  HISTORY     - 19981016 MARK NOT FOUND   USPSQD
 BK2908  HISTORY     - 20040427 MARK NOT FOUND   USPSQD
 BK2908
 BK2908                          STATION DESCRIPTION
 BK2908
 BK2908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2908'THE STATION IS THE LIGHT ATOP THE JENNINGS, UNITED VIDEO
 BK2908'INCORPORATED, MICRO-WAVE WIV66 MAST, LOCATED ABOUT 1 MILE EAST OF
 BK2908'JENNINGS.  IT IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED,
 BK2908'PAINTED ALTERNATELY RED AND WHITE, HAS 2 REFLECTORS
 BK2908'AT THE TOP, AND AN OVERALL HEIGHT OF 210 FEET.
 BK2908'
 BK2908'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 102 AND 97 IN NORTHEAST
 BK2908'EDGE OF JENNINGS, GO EAST ON HIGHWAY 97 FOR 0.45 MILE TO A SIDE ROAD
 BK2908'RIGHT.  TURN RIGHT, SOUTH, ON FLORENCE AVE. FOR 0.25 MILE, THENCE
 BK2908'LEFT, NORTHEAST, ON PAVED ROAD FOR 0.5 MILE TO STATION ON THE
 BK2908'RIGHT.
 BK2908
 BK2908                          STATION RECOVERY (1998)
 BK2908
 BK2908'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2908'MARK NOT FOUND.
 BK2908
 BK2908                          STATION RECOVERY (2004)
 BK2908
 BK2908'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2951 ***********************************************************************
 BK2951  DESIGNATION -  JENNY
 BK2951  PID         -  BK2951
 BK2951  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2951  USGS QUAD   -  LACASSINE (1985)
 BK2951
 BK2951                         *CURRENT SURVEY CONTROL
 BK2951  ___________________________________________________________________
 BK2951* NAD 83(1992)-  30 12 07.07221(N)    092 57 11.10917(W)     ADJUSTED  
 BK2951* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 BK2951  **This station is located in a subsidence area (see below).
 BK2951  ___________________________________________________________________
 BK2951  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BK2951  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2951
 BK2951  HORZ ORDER  -  SECOND
 BK2951
 BK2951.The horizontal coordinates were established by classical geodetic methods
 BK2951.and adjusted by the National Geodetic Survey in January 1993..
 BK2951
 BK2951 ** The orthometric height has not been validated since last determined
 BK2951 ** by differential leveling and should not be used for control purposes.
 BK2951 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2951 ** area with valid NAVD 88 orthometric heights.
 BK2951 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2951 ** epoch indicated which incorporates improved geoid heights for the
 BK2951 ** Southern Louisiana Subsidence area.
 BK2951 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2951
 BK2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2951
 BK2951.The geoid height was determined by GEOID03.
 BK2951
 BK2951;                    North         East     Units Scale Factor Converg.
 BK2951;SPC LA S     -   189,755.627   844,049.348   MT  0.99993188   -0 48 35.6
 BK2951;SPC LA S     -   622,556.59  2,769,185.24   sFT  0.99993188   -0 48 35.6
 BK2951;UTM  15      - 3,341,165.930   504,515.568   MT  0.99960025   +0 01 25.0
 BK2951
 BK2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2951!SPC LA S     -   1.00000333  x   0.99993188  =   0.99993521
 BK2951!UTM  15      -   1.00000333  x   0.99960025  =   0.99960358
 BK2951
 BK2951:                Primary Azimuth Mark                     Grid Az
 BK2951:SPC LA S     -  LACASSINE RICE DRIER INC TANK            040 09 54.8
 BK2951:UTM  15      -  LACASSINE RICE DRIER INC TANK            039 19 54.2
 BK2951
 BK2951|---------------------------------------------------------------------|
 BK2951| PID    Reference Object                     Distance      Geod. Az  |
 BK2951|                                                           dddmmss.s |
 BK2951| BK2944 LACASSINE RICE DRIER INC TANK       APPROX. 5.1 KM 0392119.2 |
 BK2951| CW1946 JENNY AZ MK                                        0915950.6 |
 BK2951| CW1947 JENNY RM 1                           23.579 METERS 25954     |
 BK2951| BK2952 JENNY LDH 1974 RM 2                   9.464 METERS 34346     |
 BK2951|---------------------------------------------------------------------|
 BK2951
 BK2951                          SUPERSEDED SURVEY CONTROL
 BK2951
 BK2951  NAD 83(1986)-  30 12 07.09304(N)    092 57 11.10348(W) AD(       ) 2
 BK2951  NAD 27      -  30 12 06.34080(N)    092 57 10.56703(W) AD(       ) 2
 BK2951  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 BK2951
 BK2951.Superseded values are not recommended for survey control.
 BK2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2951.See file dsdata.txt to determine how the superseded data were derived.
 BK2951
 BK2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0451641166(NAD 83)
 BK2951_MARKER: DD = SURVEY DISK
 BK2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2951
 BK2951  HISTORY     - Date     Condition        Report By
 BK2951  HISTORY     - 1974     MONUMENTED       LADH
 BK2951
 BK2951                          STATION DESCRIPTION
 BK2951
 BK2951'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2951'THE STATION IS LOCATED 3 MILES SOUTHWEST OF LACASSINE, 3 MILES
 BK2951'SOUTHEAST OF IOWA AND 7 MILES SOUTHWEST OF WELSH, IN THE NORTHWEST
 BK2951'QUARTER OF SECTION 11, T10S, R6W, AND ON THE PROPERTY OWNED BY MR.
 BK2951'WILL RAY LEBLANC, P. O. BOX G, LACASSINE, LA.
 BK2951'
 BK2951'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY 10
 BK2951'AND STATE HIGHWAY 101 IN WEST LACASSINE, GO SOUTH ALONG STATE
 BK2951'HIGHWAY 101 FOR 3.2 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT
 BK2951'ON THE GRAVEL ROAD AND GO WEST FOR 1.5 MILES.  THE MARK IS SET ON
 BK2951'THE RIGHT AND NORTH OF THE ROAD IN FRONT OF A TWO-STORY HOUSE.
 BK2951'
 BK2951'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2951'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2951'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2951'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BK2951'CONCRETE ABOUT 63 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2951'STAMPED JENNY 1974.  THE MARK IS 60 FEET NORTH OF THE CENTER OF
 BK2951'A GRAVEL ROAD, 55 FEET SOUTH-SOUTHEAST OF A METAL GATE, 33 FEET
 BK2951'SOUTH-SOUTHEAST CORNER OF A YARD FENCE, 21 FEET WEST OF THE CENTER
 BK2951'OF A SHELL DRIVE AND 14 FEET SOUTH OF A 22 INCH PINE TREE.
 BK2951'
 BK2951'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2951'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2951'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2951'STAMPED JENNY RM 1 1974.  IT IS 79 FEET SOUTHWEST OF A 22 INCH
 BK2951'PINE TREE, 57 FEET SOUTH-SOUTHWEST OF A METAL GATE, 43 FEET NORTH
 BK2951'OF THE CENTER OF A GRAVEL ROAD, 19 FEET SOUTHEAST OF A GARAGE AND
 BK2951'2.5 FEET SOUTH OF A POWER POLE WITH A NIGHT LIGHT ATTACHED.
 BK2951'
 BK2951'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2951'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2951'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2951'STAMPED JENNY RM 2 1974.  IT IS 88.5 FEET NORTH OF THE CENTER OF A
 BK2951'GRAVEL ROAD, 36 FEET EAST OF A METAL GAET, 17.5 FEET
 BK2951'NORTH-NORTHWEST OF A 22 INCH PINE TREE, 11 FEET SOUTH-SOUTHEAST OF
 BK2951'A 22 INCH PECAN TREE AND 2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 BK2951'CORNER OF A YARD FENCE.
 BK2951'
 BK2951'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2951'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2951'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2951'STAMPED JENNY AZ. MK. 1974.  IT IS 66 FEET NORTH OF A POWER POLE
 BK2951'WITH A BRACE, 63 FEET WEST OF THE CENTER OF A SHELL DRIVE, 29
 BK2951'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 4 FEET NORTH OF A
 BK2951'METAL WITNESS POST AND SIGN AND 3 FEET NORTH OF A TELEPHONE POLE.
 BK2951'
 BK2951'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG THE
 BK2951'GRAVEL ROAD FOR 0.35 MILE..  THE MARK IS SET ON THE LEFT AND NORTH
 BK2951'OF THE ROAD NEAR A TELEPHONE POLE AND A DIRT DRIVE TO A BARN.
 BK2951'
 BK2951'NEAREST TOWN--LACASSINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1255 ***********************************************************************
 AU1255  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1255  TIDAL BM    -  This is a Tidal Bench Mark.
 AU1255  DESIGNATION -  JESSE
 AU1255  PID         -  AU1255
 AU1255  STATE/COUNTY-  LA/LAFOURCHE
 AU1255  USGS QUAD   -  LEEVILLE (1994)
 AU1255
 AU1255                         *CURRENT SURVEY CONTROL
 AU1255  ___________________________________________________________________
 AU1255* NAD 83(1992)-  29 14 06.22688(N)    090 12 35.19281(W)     ADJUSTED  
 AU1255* NAVD 88     -         0.37 **(meters)       1.2  **(feet)  LEVELING(2004.65)
 AU1255  **This station is located in a subsidence area (see below).
 AU1255  **This station is included in the VTDP model (see below).
 AU1255  ___________________________________________________________________
 AU1255  EPOCH DATE  -        2004.65
 AU1255  X           -     -20,393.784 (meters)                     COMP
 AU1255  Y           -  -5,570,102.288 (meters)                     COMP
 AU1255  Z           -   3,096,650.839 (meters)                     COMP
 AU1255  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AU1255  ELLIP HEIGHT-         -23.74  (meters)          (06/22/05) GPS OBS
 AU1255  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AU1255  DYNAMIC HT  -           0.37  (meters)       1.2   (feet)  COMP
 AU1255  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 AU1255
 AU1255  HORZ ORDER  -  B
 AU1255  VERT ORDER  -  THIRD
 AU1255  ELLP ORDER  -  FOURTH    CLASS I
 AU1255
 AU1255.The horizontal coordinates were established by GPS observations
 AU1255.and adjusted by the National Geodetic Survey in June 2005..
 AU1255.The horizontal coordinates are valid at the epoch date displayed above.
 AU1255.The epoch date for horizontal control is a decimal equivalence
 AU1255.of Year/Month/Day.
 AU1255
 AU1255 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1255 ** and geoid heights are valid at the date of observation. These heights
 AU1255 ** must always be validated when used as control.
 AU1255 ** The orthometric height was determined with a Vertical Time-dependent
 AU1255 ** Positioning (VTDP) model and has been validated through GPS observations
 AU1255 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU1255 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1255 ** epoch indicated which incorporates improved geoid heights for the
 AU1255 ** Southern Louisiana Subsidence area
 AU1255 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1255.The orthometric height was determined by differential leveling.
 AU1255.The vertical network tie was performed by a horz. field party for horz.
 AU1255.obs reductions. Reset procedures were used to establish the elevation.
 AU1255
 AU1255.This Tidal Bench Mark is designated as VM 7229
 AU1255.by the Center for Operational Oceanographic Products and Services.
 AU1255
 AU1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1255
 AU1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1255
 AU1255.The ellipsoidal height was determined by GPS observations
 AU1255.and is referenced to NAD 83.
 AU1255
 AU1255.The geoid height was determined by GEOID03.
 AU1255
 AU1255.The dynamic height is computed by dividing the NAVD 88
 AU1255.geopotential number by the normal gravity value computed on the
 AU1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1255.degrees latitude (g = 980.6199 gals.).
 AU1255
 AU1255.The modeled gravity was interpolated from observed gravity values.
 AU1255
 AU1255;                    North         East     Units Scale Factor Converg.
 AU1255;SPC LA S     -    82,015.481 1,109,229.432   MT  1.00001438   +0 33 42.5
 AU1255;SPC LA S     -   269,079.12  3,639,196.89   sFT  1.00001438   +0 33 42.5
 AU1255;UTM  15      - 3,237,255.873   771,206.965   MT  1.00050772   +1 21 48.8
 AU1255
 AU1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1255!SPC LA S     -   1.00000373  x   1.00001438  =   1.00001811
 AU1255!UTM  15      -   1.00000373  x   1.00050772  =   1.00051145
 AU1255
 AU1255|---------------------------------------------------------------------|
 AU1255| PID    Reference Object                     Distance      Geod. Az  |
 AU1255|                                                           dddmmss.s |
 AU1255| AU2037 JESSE RM 2                           26.416 METERS 01036     |
 AU1255| AU2970 LEEVILLE FREEPORT SULPHUR MAST      APPROX. 2.0 KM 2015246.7 |
 AU1255| AU1256 Q 154                                              2040935.2 |
 AU1255| AU0385 Q 154 RESET                         APPROX. 0.6 KM 2044613.5 |
 AU1255| AU2036 JESSE RM 1                           22.456 METERS 27708     |
 AU1255|---------------------------------------------------------------------|
 AU1255
 AU1255                          SUPERSEDED SURVEY CONTROL
 AU1255
 AU1255  NAD 83(1992)-  29 14 06.22008(N)    090 12 35.19802(W) AD(       ) 2
 AU1255  NAD 83(1986)-  29 14 06.23581(N)    090 12 35.20831(W) AD(       ) 2
 AU1255  NAD 27      -  29 14 05.41700(N)    090 12 34.92200(W) AD(       ) 2
 AU1255  NAVD 88 (02/14/94)    0.573  (m)            1.88   (f) READJUSTED  3  
 AU1255  NAVD 88 (06/15/91)    0.652  (m)            2.14   (f) UNKNOWN     1 2
 AU1255  NGVD 29 (??/??/??)    0.602  (m)            1.98   (f) ADJUSTED    1 2
 AU1255
 AU1255.Superseded values are not recommended for survey control.
 AU1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1255.See file dsdata.txt to determine how the superseded data were derived.
 AU1255
 AU1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7120737256(NAD 83)
 AU1255_MARKER: DS = TRIANGULATION STATION DISK
 AU1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1255_SP_SET: CONCRETE POST
 AU1255_STAMPING: JESSE 1955
 AU1255_MARK LOGO: CGS   
 AU1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1255+STABILITY: SURFACE MOTION
 AU1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1255+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 AU1255
 AU1255  HISTORY     - Date     Condition        Report By
 AU1255  HISTORY     - 1955     MONUMENTED       CGS
 AU1255  HISTORY     - 1965     GOOD             CGS
 AU1255  HISTORY     - 1965     GOOD             CGS
 AU1255  HISTORY     - 19791009 GOOD             NGS
 AU1255  HISTORY     - 1982     GOOD             NGS
 AU1255  HISTORY     - 19900124 GOOD             NGS
 AU1255  HISTORY     - 19930224 GOOD             NGS
 AU1255  HISTORY     - 20030325 GOOD             LADTD
 AU1255  HISTORY     - 20040413 GOOD             NGS
 AU1255  HISTORY     - 20051010 GOOD             NGS
 AU1255  HISTORY     - 20060325 GOOD             NGS
 AU1255
 AU1255                          STATION DESCRIPTION
 AU1255
 AU1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU1255'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF GOLDEN MEADOW,
 AU1255'ABOUT 11 MILES NORTH OF BELLE PASS AND ABOUT 1.5 MILES SOUTHWEST
 AU1255'OF LAKE JESSE ON THE SURFACE LEASE OF THE TEXAS CO. AT LEEVILLE,
 AU1255'ON THE EAST SIDE OF BAYOU LAFOURCHE AND STATE HIGHWAY 1,
 AU1255'ABOUT 1 MILE SOUTH OF THE BRIDGE ACROSS BAYOU LAFOURCHE.
 AU1255'
 AU1255'TO REACH FROM THE POST OFFICE AT GOLDEN MEADOW--GO SOUTH ON
 AU1255'STATE HIGHWAY 1 FOR 10.0 MILES TO DRAW BRIDGE, CONTINUE AHEAD
 AU1255'ON HIGHWAY FOR 0.9 MILES TO STATION ON LEFT AND A RADIO TOWER
 AU1255'ON RIGHT.
 AU1255'
 AU1255'THE STATION MARK, 154 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 AU1255'42 FEET NORTH OF A SMALL CANAL AND 5 FEET NORTH OF A WHITE
 AU1255'WITNESS POST, IS 1 INCH BELOW THE GROUND SURFACE AND THE
 AU1255'DISK IS STAMPED JESSE 1955.
 AU1255'
 AU1255'REFERENCE MARK NO. 1, WEST OF THE STATION, IS 81 FEET EAST
 AU1255'OF THE CENTERLINE OF THE HIGHWAY AND 34 FEET NORTH OF A CANAL.
 AU1255'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JESSE
 AU1255'NO 1 1955.
 AU1255'
 AU1255'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS IN A MOWED
 AU1255'FIELD, 150 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE
 AU1255'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED JESSE NO 2 1955.
 AU1255'
 AU1255'BENCH MARK Q 154, APPROXIMATELY 0.35 MILE SOUTH-SOUTHWEST OF
 AU1255'THE STATION, IS 58 FEET NORTH OF A PIPELINE CROSSING UNDER THE
 AU1255'HIGHWAY AND 25 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 1.
 AU1255'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 AU1255'PROJECTING 2 INCHES AND STAMPED Q 154 1955.
 AU1255'
 AU1255'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AU1255
 AU1255                          STATION RECOVERY (1965)
 AU1255
 AU1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1255'THE STATION MARK, STAMPED JESSE 1955, IS ABOUT 1.0 MILE SOUTHEAST
 AU1255'ALONG STATE HIGHWAY 1 FROM THE CENTER OF THE DRAWBRIDGE
 AU1255'OVER THE LAFOURCHE BAYOU AT LEEVILLE, IN FRACTIONAL SECTION
 AU1255'26, T 21 S, R 22 E, 0.1 MILE EAST-SOUTHEAST OF AND ACROSS THE
 AU1255'HIGHWAY FROM THE TEXACO COMPANY RADIO TOWER, 1 POWER POLE
 AU1255'NORTH OF A SLIGHT BREAK IN A CURVE IN THE HIGHWAY, 128 FEET
 AU1255'EAST OF A POWER POLE, 154 FEET EAST OF THE CENTER LINE OF
 AU1255'THE HIGHWAY, 2.5 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT
 AU1255'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AU1255'POST WHICH IS FLUSH WITH THE GROUND.
 AU1255
 AU1255                          STATION RECOVERY (1965)
 AU1255
 AU1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1255'1.0 MI SE FROM LEEVILLE.
 AU1255'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CENTER OF THE
 AU1255'DRAWBRIDGE OVER THE LAFOURCHE BAYOU AT LEEVILLE, IN FRACTIONAL SECTION
 AU1255'26, T 21 S, R 22 E, 0.1 MILE EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY
 AU1255'FROM THE TEXACO COMPANY RADIO TOWER, 1 POWER POLE NORTH OF A SLIGHT
 AU1255'BREAK IN A CURVE IN THE HIGHWAY, 128 FEET EAST OF A POWER POLE, 154
 AU1255'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTH OF A
 AU1255'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 AU1255'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AU1255
 AU1255                          STATION RECOVERY (1979)
 AU1255
 AU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AU1255'THE STATION MARK, RM 1, RM 2 WERE RECOVERED IN GOOD CONDITION.  BENCH
 AU1255'MARK Q 154 WAS RECOVERED AT EDGE OF ROAD DITCH AND EXPOSED ON ONE SIDE
 AU1255'ABOUT HALFWAY DOWN THE MONUMENT.  BENCH MARK Q 154 RESET 1979 WAS
 AU1255'ESTABLISHED THIS DATE AND A POLARIS OBSERVATION WAS MADE.  THE
 AU1255'DISTANCE AND DIRECTION TO THE RM'S COMPARED FAVORABLY WITH THE
 AU1255'PREVIOUS DATA.  A NEW DESCRIPTION FOR ROUTE TO REACH THE STATION
 AU1255'FOLLOWS.
 AU1255' 
 AU1255'TO REACH THE STATION FROM THE SOUTH END OF A LARGE BRIDGE AT THE SOUTH
 AU1255'SIDE OF LEEVILLE, GO SOUTH ON STATE HIGHWAY 1 FOR 1.0 MILE TO THE
 AU1255'STATION ON THE LEFT, 154 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 AU1255'128 FEET EAST OF A POWER POLE.  CONTINUE ON HIGHWAY 1 FOR 0.35 MILE TO
 AU1255'HOMCO METAL BUILDING ON THE RIGHT AND BENCH MARKS Q 154 AND Q 154
 AU1255'RESET 1979 ON THE RIGHT.
 AU1255
 AU1255                          STATION RECOVERY (1982)
 AU1255
 AU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1255'ADD-12.8 METERS (42.0 FEET) NORTH OF THE NORTH EDGE OF
 AU1255'A DITCH.
 AU1255
 AU1255                          STATION RECOVERY (1990)
 AU1255
 AU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU1255'THE STATION IS LOCATED IN LEEVILLE, ALONG THE EAST SIDE OF STATE
 AU1255'HIGHWAY 1, ABOUT 17.7 KM (11.0 MI) SOUTH OF GOLDEN MEADOW, AND 1.23
 AU1255'KM (0.76 MI) SOUTH OF THE SOUTH END OF THE HIGH DRAW-BRIDGE OVER
 AU1255'BAYOU LAFOURCHE. OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION,
 AU1255'P.O. BOX 94245, BATON ROUGE, LA 70804.  PHONE 504-379-1850. NOTE--THE
 AU1255'STATION IS ABOUT 41.15 M (135.01 FT) EAST OF THE SHOULDER OF THE
 AU1255'HIGHWAY. IT MAY BE POSSIBLE TO USE 4 WHEEL DRIVE FOR A GPS SURVEY. IT
 AU1255'IS VERY MARSHY AT THIS LOCATION AND GPS EQUIPMENT MAY HAVE TO BE
 AU1255'PACKED ABOUT 15.24 M (50.00 FT) TO REACH THE STATION.
 AU1255'TO REACH THE STATION FROM THE CITY WATER TANK IN LEEVILLE ALONG THE
 AU1255'EAST SIDE OF STATE HIGHWAY 1, GO NORTH ON STATE HIGHWAY 1 FOR 2.57 KM
 AU1255'(1.60 MI) TO THE STATION ON THE RIGHT IN THE OPEN MARSH.
 AU1255'THE STATION IS LOCATED 46.93 M (153.97 FT) EAST OF THE CENTER OF THE
 AU1255'HIGHWAY, 139.01 M (456.07 FT) EAST-SOUTHEAST OF A POWER POLE, 26.6 M
 AU1255'(87.3 FT) SOUTH OF JESSE RM 2, 22.3 M (73.2 FT) EAST OF JESSE RM 1,
 AU1255'12.8 M (42.0 FT) NORTH OF A DITCH AND 0.3 M (1.0 FT) WEST OF A METAL
 AU1255'WITNESS POST.
 AU1255
 AU1255                          STATION RECOVERY (1993)
 AU1255
 AU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1255'18.8 KM (11.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 AU1255'JUNCTION OF STATE HIGHWAY 308 IN GOLDEN MEADOW, ON A SMALL LEVEE,
 AU1255'46.9 M (153.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 39.1 M
 AU1255'(128.3 FT) EAST-SOUTHEAST OF A UTILITY POLE, 22.3 M (73.2 FT) EAST OF
 AU1255'REFERENCE MARK 1, 12.8 M (42.0 FT) NORTH OF THE NORTH EDGE OF A
 AU1255'DITCH, 0.5 M (1.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 AU1255'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AU1255'SURFACE.
 AU1255
 AU1255                          STATION RECOVERY (2003)
 AU1255
 AU1255'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 AU1255'RECOVERED IN GOOD CONDITION.
 AU1255
 AU1255                          STATION RECOVERY (2004)
 AU1255
 AU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1255'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING ADDITION, THE
 AU1255'STATION IS 0.7 MILES  SOUTH ALONG LA HWY 1 FROM THE SOUTH END OF THE
 AU1255'RAMP OF THE LEEVILLE BRIDGE.
 AU1255
 AU1255                          STATION RECOVERY (2005)
 AU1255
 AU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU1255'RECOVERED AS DESCRIBED.
 AU1255
 AU1255                          STATION RECOVERY (2006)
 AU1255
 AU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU1255'RECOVERED IN GOOD CONDITION.  ADD--0.5 METER WEST OF WITNESS POST, AND
 AU1255'0.6 METER NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2036 ***********************************************************************
 AU2036  TIDAL BM    -  This is a Tidal Bench Mark.
 AU2036  DESIGNATION -  JESSE RM 1
 AU2036  PID         -  AU2036
 AU2036  STATE/COUNTY-  LA/LAFOURCHE
 AU2036  USGS QUAD   -  LEEVILLE (1994)
 AU2036
 AU2036                         *CURRENT SURVEY CONTROL
 AU2036  ___________________________________________________________________
 AU2036* NAD 83(1992)-  29 14 06.31735(N)    090 12 36.01795(W)     ADJUSTED  
 AU2036* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2036  **This station is located in a subsidence area (see below).
 AU2036  ___________________________________________________________________
 AU2036  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AU2036  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AU2036  DYNAMIC HT  -           0.6   (meters)       2.    (feet)  COMP
 AU2036  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AU2036
 AU2036  HORZ ORDER  -  THIRD
 AU2036  VERT ORDER  -  THIRD (See Below)
 AU2036
 AU2036.The horizontal coordinates were established by classical geodetic methods
 AU2036.and adjusted by the National Geodetic Survey in January 1993..
 AU2036
 AU2036 ** The orthometric height has not been validated since last determined
 AU2036 ** by differential leveling and should not be used for control purposes.
 AU2036 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2036 ** area with valid NAVD 88 orthometric heights.
 AU2036 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2036 ** epoch indicated which incorporates improved geoid heights for the
 AU2036 ** Southern Louisiana Subsidence area.
 AU2036 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2036.The orthometric height was scaled from a topographic map.
 AU2036.The vertical order pertains to the first NAVD 88 superseded value.
 AU2036
 AU2036.This Tidal Bench Mark is designated as VM 7230
 AU2036.by the Center for Operational Oceanographic Products and Services.
 AU2036
 AU2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2036
 AU2036.The geoid height was determined by GEOID03.
 AU2036
 AU2036.The dynamic height is computed by dividing the NAVD 88
 AU2036.geopotential number by the normal gravity value computed on the
 AU2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2036.degrees latitude (g = 980.6199 gals.).
 AU2036
 AU2036.The modeled gravity was interpolated from observed gravity values.
 AU2036
 AU2036;                    North         East     Units Scale Factor Converg.
 AU2036;SPC LA S     -    82,018.048 1,109,207.122   MT  1.00001437   +0 33 42.0
 AU2036;SPC LA S     -   269,087.55  3,639,123.70   sFT  1.00001437   +0 33 42.0
 AU2036;UTM  15      - 3,237,258.129   771,184.611   MT  1.00050757   +1 21 48.4
 AU2036
 AU2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2036!SPC LA S     -   1.00000369  x   1.00001437  =   1.00001806
 AU2036!UTM  15      -   1.00000369  x   1.00050757  =   1.00051126
 AU2036
 AU2036                          SUPERSEDED SURVEY CONTROL
 AU2036
 AU2036  NAD 83(1986)-  29 14 06.33286(N)    090 12 36.02788(W) AD(       ) 3
 AU2036  NAVD 88 (06/15/91)    0.702  (m)            2.30   (f) UNKNOWN     1 2
 AU2036  NGVD 29 (??/??/??)    0.652  (m)            2.14   (f) ADJUSTED    1 2
 AU2036
 AU2036.Superseded values are not recommended for survey control.
 AU2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2036.See file dsdata.txt to determine how the superseded data were derived.
 AU2036
 AU2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7118537258(NAD 83)
 AU2036_MARKER: DR = REFERENCE MARK DISK
 AU2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2036_SP_SET: CONCRETE POST
 AU2036_STAMPING: JESSE NO 1 1955
 AU2036_MARK LOGO: CGS   
 AU2036_PROJECTION: PROJECTING 3 CENTIMETERS
 AU2036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2036+STABILITY: SURFACE MOTION
 AU2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2036+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2003
 AU2036
 AU2036  HISTORY     - Date     Condition        Report By
 AU2036  HISTORY     - 1955     MONUMENTED       CGS
 AU2036  HISTORY     - 1982     GOOD             NGS
 AU2036  HISTORY     - 19930224 GOOD             NGS
 AU2036  HISTORY     - 20030325 GOOD             LADTD
 AU2036
 AU2036                          STATION DESCRIPTION
 AU2036
 AU2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2036'1.2 KM (0.75 MI) SOUTH FROM LEEVILLE.
 AU2036'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU2036'1.2 KILOMETERS (O.75 MILE) SOUTH ALONG STATE HIGHWAY 1 FROM THE SOUTH
 AU2036'END OF THE BRIDGE OVER LAFOURCHE BAYOU IN LEEVILLE, TO THE MARK ON THE
 AU2036'LEFT, 24.69 METERS (81.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 AU2036'16.46 METERS (54.0 FEET) EAST OF A UTILITY POLE WITH GUY WIRES
 AU2036'CROSSING THE HIGHWAY, 22.37 METERS (73.4 FEET) WEST OF STATION MARK
 AU2036'JESSE 1955, 10.36 METERS 34.0 FEET) NORTH OF THE NORTH EDGE OF A SMALL
 AU2036'CANAL.
 AU2036'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 AU2036
 AU2036                          STATION RECOVERY (1993)
 AU2036
 AU2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2036'18.8 KM (11.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 AU2036'JUNCTION OF STATE HIGHWAY 308 IN GOLDEN MEADOW, ON A SMALL LEVEE,
 AU2036'24.7 M (81.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 22.3 M (73.2
 AU2036'FT) WEST OF TRIANGULATION STATION JESSE, 16.5 M (54.1 FT) EAST OF A
 AU2036'UTILITY POLE WITH 3 GUY CABLES ATTACHED, 10.4 M (34.1 FT) NORTH OF
 AU2036'THE NORTH EDGE OF A DITCH, 0.7 M (2.3 FT) NORTH OF A WITNESS POST,
 AU2036'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AU2036'FLUSH WITH THE GROUND SURFACE.
 AU2036
 AU2036                          STATION RECOVERY (2003)
 AU2036
 AU2036'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 AU2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2037 ***********************************************************************
 AU2037  DESIGNATION -  JESSE RM 2
 AU2037  PID         -  AU2037
 AU2037  STATE/COUNTY-  LA/LAFOURCHE
 AU2037  USGS QUAD   -  LEEVILLE (1994)
 AU2037
 AU2037                         *CURRENT SURVEY CONTROL
 AU2037  ___________________________________________________________________
 AU2037* NAD 83(1992)-  29 14 07.07022(N)    090 12 35.01298(W)     ADJUSTED  
 AU2037* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2037  **This station is located in a subsidence area (see below).
 AU2037  ___________________________________________________________________
 AU2037  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AU2037  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AU2037  DYNAMIC HT  -           0.4   (meters)       1.    (feet)  COMP
 AU2037  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AU2037
 AU2037  HORZ ORDER  -  THIRD
 AU2037  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2037
 AU2037.The horizontal coordinates were established by classical geodetic methods
 AU2037.and adjusted by the National Geodetic Survey in January 1993..
 AU2037
 AU2037 ** The orthometric height has not been validated since last determined
 AU2037 ** by differential leveling and should not be used for control purposes.
 AU2037 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2037 ** area with valid NAVD 88 orthometric heights.
 AU2037 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2037 ** epoch indicated which incorporates improved geoid heights for the
 AU2037 ** Southern Louisiana Subsidence area.
 AU2037 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2037.The orthometric height was scaled from a topographic map.
 AU2037.The vertical order pertains to the NGVD 29 superseded value.
 AU2037
 AU2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2037
 AU2037.The geoid height was determined by GEOID03.
 AU2037
 AU2037.The dynamic height is computed by dividing the NAVD 88
 AU2037.geopotential number by the normal gravity value computed on the
 AU2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2037.degrees latitude (g = 980.6199 gals.).
 AU2037
 AU2037.The modeled gravity was interpolated from observed gravity values.
 AU2037
 AU2037;                    North         East     Units Scale Factor Converg.
 AU2037;SPC LA S     -    82,041.493 1,109,234.033   MT  1.00001433   +0 33 42.5
 AU2037;SPC LA S     -   269,164.46  3,639,211.99   sFT  1.00001433   +0 33 42.5
 AU2037;UTM  15      - 3,237,281.960   771,211.204   MT  1.00050775   +1 21 48.9
 AU2037
 AU2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2037!SPC LA S     -   1.00000373  x   1.00001433  =   1.00001806
 AU2037!UTM  15      -   1.00000373  x   1.00050775  =   1.00051148
 AU2037
 AU2037                          SUPERSEDED SURVEY CONTROL
 AU2037
 AU2037  NAD 83(1986)-  29 14 07.08605(N)    090 12 35.02323(W) AD(       ) 3
 AU2037  NGVD 29 (??/??/??)    0.328  (m)            1.08   (f) ADJUSTED    1 2
 AU2037
 AU2037.Superseded values are not recommended for survey control.
 AU2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2037.See file dsdata.txt to determine how the superseded data were derived.
 AU2037
 AU2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7121137282(NAD 83)
 AU2037_MARKER: DR = REFERENCE MARK DISK
 AU2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2037_SP_SET: CONCRETE POST
 AU2037_STAMPING: JESSE NO 2 1955
 AU2037_MARK LOGO: CGS   
 AU2037_PROJECTION: PROJECTING 3 CENTIMETERS
 AU2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2037+STABILITY: SURFACE MOTION
 AU2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2037+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2003
 AU2037
 AU2037  HISTORY     - Date     Condition        Report By
 AU2037  HISTORY     - 1955     MONUMENTED       CGS
 AU2037  HISTORY     - 1982     GOOD             NGS
 AU2037  HISTORY     - 19930223 MARK NOT FOUND   NGS
 AU2037  HISTORY     - 20030325 GOOD             LADTD
 AU2037
 AU2037                          STATION DESCRIPTION
 AU2037
 AU2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2037'1.2 KM (0.75 MI) SOUTH FROM LEEVILLE.
 AU2037'1.2 KILOMETERS (0.75 MILE) SOUTH ALONG STATE HIGHWAY 1 FROM THE SOUTH
 AU2037'END OF THE BRIDGE OVER LAFOURCHE BAYOU IN LEEVILLE, TO THE MARK ON THE
 AU2037'LEFT, 45.72 METERS (150.0 FEET) EAST OF THE CENTER LINE OF THE
 AU2037'HIGHWAY, 46.33 METERS (152.0 FEET) NORTHEAST OF A UTILITY POLE WITH
 AU2037'GUY WIRES CROSSING THE HIGHWAY, 42.37 METERS (139.0 FEET) SOUTHEAST OF
 AU2037'A UTILITY POLE, 26.64 METERS (87.4 FEET) NORTH OF STATION MARK JESSE
 AU2037'1955.
 AU2037'THE MARK IS 0.30 M BELOW HIGHWAY.
 AU2037
 AU2037                          STATION RECOVERY (1993)
 AU2037
 AU2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2037'MARK NOT FOUND.
 AU2037
 AU2037                          STATION RECOVERY (2003)
 AU2037
 AU2037'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 AU2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2845 ***********************************************************************
 BX2845  DESIGNATION -  JESUP
 BX2845  PID         -  BX2845
 BX2845  STATE/COUNTY-  LA/SABINE
 BX2845  USGS QUAD   -  VOWELLS MILL (1988)
 BX2845
 BX2845                         *CURRENT SURVEY CONTROL
 BX2845  ___________________________________________________________________
 BX2845* NAD 83(1992)-  31 36 36.83629(N)    093 21 13.34024(W)     ADJUSTED  
 BX2845* NAVD 88     -       136.8    (meters)     449.     (feet)  VERTCON   
 BX2845  ___________________________________________________________________
 BX2845  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 BX2845  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX2845
 BX2845  HORZ ORDER  -  FIRST
 BX2845
 BX2845.The horizontal coordinates were established by classical geodetic methods
 BX2845.and adjusted by the National Geodetic Survey in January 1993..
 BX2845
 BX2845.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2845
 BX2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2845
 BX2845.The geoid height was determined by GEOID03.
 BX2845
 BX2845;                    North         East     Units Scale Factor Converg.
 BX2845;SPC LA N     -   123,416.228   918,997.873   MT  0.99992905   -0 27 04.9
 BX2845;SPC LA N     -   404,908.07  3,015,078.86   sFT  0.99992905   -0 27 04.9
 BX2845;UTM  15      - 3,497,288.490   466,449.959   MT  0.99961388   -0 11 07.4
 BX2845
 BX2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2845!SPC LA N     -   0.99998264  x   0.99992905  =   0.99991169
 BX2845!UTM  15      -   0.99998264  x   0.99961388  =   0.99959653
 BX2845
 BX2845|---------------------------------------------------------------------|
 BX2845| PID    Reference Object                     Distance      Geod. Az  |
 BX2845|                                                           dddmmss.s |
 BX2845| CV7806 JESUP RM 1                           22.023 METERS 01358     |
 BX2845| BX2841 BIG HILL LOT                        APPROX.12.9 KM 0461913.0 |
 BX2845| BX2832 HAGEWOOD USE RADIO RELAY MAST       APPROX.13.6 KM 0463513.2 |
 BX2845| BX2838 ROBELINE L F C RAD KKN 709          APPROX.12.9 KM 0463628.6 |
 BX2845| BX2837 ROBELINE KCS MICROWAVE KDV 582      APPROX.13.4 KM 0465122.8 |
 BX2845| BX2842 ROBELINE ATT MICROWAVE KJN 84       APPROX. 9.2 KM 0555141.9 |
 BX2845| CV7807 JESUP RM 2                           22.603 METERS 12308     |
 BX2845| BX2931 COBURN                              APPROX.17.1 KM 1535904.7 |
 BX2845| BX2846 FISHER LOT                          APPROX.10.6 KM 2181317.4 |
 BX2845| BX2847 FISHER BOISE SO MICROWAVE           APPROX.10.5 KM 2184256.0 |
 BX2845| BX2852 MANY MUN TANK                       APPROX.12.8 KM 2483539.3 |
 BX2845| BX2851 MANY NE MUN TANK                    APPROX.12.1 KM 2501953.9 |
 BX2845| BX2855 MANY RAD STA KWLA MAST              APPROX.14.1 KM 2540655.4 |
 BX2845| CV7808 JESUP RM 3                           79.334 METERS 35022     |
 BX2845|---------------------------------------------------------------------|
 BX2845
 BX2845                          SUPERSEDED SURVEY CONTROL
 BX2845
 BX2845  NAD 83(1986)-  31 36 36.85043(N)    093 21 13.33352(W) AD(       ) 1
 BX2845  NAD 27      -  31 36 36.23956(N)    093 21 12.71237(W) AD(       ) 1
 BX2845  NGVD 29 (07/19/86)  136.9    (m)          449.     (f) VERT ANG       
 BX2845
 BX2845.Superseded values are not recommended for survey control.
 BX2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2845.See file dsdata.txt to determine how the superseded data were derived.
 BX2845
 BX2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6645097288(NAD 83)
 BX2845_MARKER: DS = TRIANGULATION STATION DISK
 BX2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2845
 BX2845  HISTORY     - Date     Condition        Report By
 BX2845  HISTORY     - 1971     MONUMENTED       NGS
 BX2845  HISTORY     - 20010331 GOOD             NGS
 BX2845
 BX2845                          STATION DESCRIPTION
 BX2845
 BX2845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2845'THE STATION IS LOCATED ABOUT 7-3/4 MILES EAST AND 3 MILES NORTH OF
 BX2845'MANY AND 6-1/4 MILES SOUTHWEST OF ROBELINE, NEAR THE NORTHWEST
 BX2845'CORNER OF SECTION 12, T 7 N, R 10 W, ON LAND OWNED BY BOISE
 BX2845'SOUTHERN, THEIR OFFICE IS IN DERIDDER, MR. JAMES MCNAMARA, LAND
 BX2845'AGENT, TELEPHONE NUMBER (318) 463-4461, POST OFFICE BOX NUMBER
 BX2845'1000.
 BX2845'
 BX2845'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE
 BX2845'HIGHWAY 6 TO THE EAST OF THE POST OFFICE IN MANY LA., GO
 BX2845'NORTHEASTERLY ON HIGHWAY 6 FOR 5.0 MILES TO STATE HIGHWAY 3118 ON THE
 BX2845'RIGHT.  TURN RIGHT AND GO EASTERLY ON HIGHWAY 3118 FOR 0.8 MILES TO
 BX2845'A SIDE ROAD RIGHT AT THE SETTLEMENT OF FORT JESUP.  TURN RIGHT
 BX2845'AND GO SOUTHEAST ON PAVED ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.
 BX2845'TURN LEFT AND GO SOUTHERLY ON PAVED AND GRAVELED ROAD FOR
 BX2845'0.95 MILE TO A FORK.  TAKE THE LEFT FORK AND GO EAST FOR 1.95
 BX2845'MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON DIRT
 BX2845'ROAD FOR 0.15 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO EAST ON
 BX2845'DIRT ROAD FOR 0.7 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 BX2845'NORTHERLY ON DIRT ROAD FOR 0.25 MILES TO THE TOP OF A HILL AND THE
 BX2845'STATION ON THE LEFT.
 BX2845'
 BX2845'THE STATION MARKS ARE STANDARD DISKS STAMPED JESUP 1971.  THE SURFACE
 BX2845'DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BX2845'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 33.5 FEET
 BX2845'EAST OF A 12-INCH PINE TREE, 25 FEET SOUTHWEST OF THE CENTER OF THE
 BX2845'DIRT ROAD, 21 FEET NORTH OF A 14-INCH OAK TREE, 18.5 FEET
 BX2845'SOUTHEAST OF THE CENTER OF A TRACK ROAD AND 4.4 FEET SOUTH-SOUTHWEST
 BX2845'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BX2845'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2845'
 BX2845'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JESUP NO 1 1971, SET IN
 BX2845'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX2845'INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET SOUTH-SOUTHEAST OF
 BX2845'A 16-INCH PINE TREE, 18 FEET EAST-NORTHEAST OF THE CENTER OF THE
 BX2845'DIRT ROAD AND 2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 BX2845'
 BX2845'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JESUP NO 2 1971, SET IN
 BX2845'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX2845'INCHES ABOVE THE GROUND SURFACE.  IT IS 21.5 FEET SOUTH-SOUTHEAST
 BX2845'OF A 10-INCH PINE TREE, 19 FEET EAST-NORTHEAST OF THE CENTER OF THE
 BX2845'DIRT ROAD AND 2.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 BX2845'
 BX2845'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JESUP NO 3 1971, SET IN
 BX2845'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BX2845'INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET WEST-NORTHWEST OF
 BX2845'THE CENTER OF THE DIRT ROAD, 19.5 FEET SOUTH-SOUTHWEST OF A 10-INCH
 BX2845'PINE TREE AND 2.2 FEET SOUTH OF A METAL WITNESS POST.
 BX2845'
 BX2845'NEAREST TOWN--ROBELINE.
 BX2845'
 BX2845'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 BX2845
 BX2845                          STATION RECOVERY (2001)
 BX2845
 BX2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2845'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2861 ***********************************************************************
 AU2861  DESIGNATION -  JET
 AU2861  PID         -  AU2861
 AU2861  STATE/COUNTY-  LA/JEFFERSON
 AU2861  USGS QUAD   -  LULING (1992)
 AU2861
 AU2861                         *CURRENT SURVEY CONTROL
 AU2861  ___________________________________________________________________
 AU2861* NAD 83(1992)-  29 59 33.25122(N)    090 15 12.20455(W)     ADJUSTED  
 AU2861* NAVD 88     -        -0.8  **(meters)      -3.   **(feet)  VERTCON   
 AU2861  **This station is located in a subsidence area (see below).
 AU2861  ___________________________________________________________________
 AU2861  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2861  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU2861
 AU2861  HORZ ORDER  -  SECOND
 AU2861
 AU2861.This mark is at New Orleans Intl Moisant Fld Airport (MSY)
 AU2861
 AU2861.The horizontal coordinates were established by classical geodetic methods
 AU2861.and adjusted by the National Geodetic Survey in January 1993..
 AU2861
 AU2861 ** The orthometric height has not been validated since last determined
 AU2861 ** by differential leveling and should not be used for control purposes.
 AU2861 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2861 ** area with valid NAVD 88 orthometric heights.
 AU2861 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2861 ** epoch indicated which incorporates improved geoid heights for the
 AU2861 ** Southern Louisiana Subsidence area.
 AU2861 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2861
 AU2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2861
 AU2861.The geoid height was determined by GEOID03.
 AU2861
 AU2861;                    North         East     Units Scale Factor Converg.
 AU2861;SPC LA S     -   165,933.829 1,104,198.182   MT  0.99992575   +0 32 23.9
 AU2861;SPC LA S     -   544,401.24  3,622,690.20   sFT  0.99992575   +0 32 23.9
 AU2861;UTM  15      - 3,321,138.401   764,975.030   MT  1.00046634   +1 22 25.7
 AU2861
 AU2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2861!SPC LA S     -   1.00000423  x   0.99992575  =   0.99992998
 AU2861!UTM  15      -   1.00000423  x   1.00046634  =   1.00047057
 AU2861
 AU2861|---------------------------------------------------------------------|
 AU2861| PID    Reference Object                     Distance      Geod. Az  |
 AU2861|                                                           dddmmss.s |
 AU2861| AU2860 JET 1972 RM 1                        15.387 METERS 09232     |
 AU2861| AU2859 NEW ORLEANS INTL APT AP STA B3      460.561 METERS 1393708.7 |
 AU2861| DD7274 JET RM 2                             15.270 METERS 20450     |
 AU2861| AU2862 MSY ARP 2                           154.438 METERS 24944     |
 AU2861|---------------------------------------------------------------------|
 AU2861
 AU2861                          SUPERSEDED SURVEY CONTROL
 AU2861
 AU2861  NAD 83(1986)-  29 59 33.26723(N)    090 15 12.20343(W) AD(       ) 2
 AU2861  NAD 27      -  29 59 32.53532(N)    090 15 11.92628(W) AD(       ) 2
 AU2861  NGVD 29 (07/19/86)   -0.7    (m)           -2.     (f) VERT ANG       
 AU2861
 AU2861.Superseded values are not recommended for survey control.
 AU2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2861.See file dsdata.txt to determine how the superseded data were derived.
 AU2861
 AU2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6497521138(NAD 83)
 AU2861_MARKER: DS = TRIANGULATION STATION DISK
 AU2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2861
 AU2861  HISTORY     - Date     Condition        Report By
 AU2861  HISTORY     - 1972     MONUMENTED       NGS
 AU2861  HISTORY     - 1974     GOOD             NGS
 AU2861  HISTORY     - 1975     GOOD             NGS
 AU2861
 AU2861                          STATION DESCRIPTION
 AU2861
 AU2861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2861'MEASUREMENTS WERE MADE WITH A RANGER III, GEODIMETER AND A 30 METER
 AU2861'TAPE.  HOLDING 5 KGS TENSION ON THE 30 METER TAPE.
 AU2861'
 AU2861'THE STATION IS LOCATED ON THE NEW ORLEANS INTERNATIONAL AIRPORT,
 AU2861'ABOUT 0.2 MILE NORTH OF THE CONTROL TOWER.
 AU2861'
 AU2861'TO REACH THE STATION FROM THE WEST SIDE OF THE CONTROL TOWER, GO
 AU2861'NORTHERLY FOR 0.1 MILE TO A EAST-WEST RUNWAY.  TURN LEFT AND GO
 AU2861'NORTHWEST FOR 0.1 MILE TO A NORTHEAST RUNWAY.  TURN RIGHT AND GO
 AU2861'NORTHEAST ON THE RUNWAY FOR 0.15 MILE TO A DRIVEWAY LEADING TO TWO
 AU2861'SMALL STEEL TOWERS.  TURN RIGHT AND GO EASTERLY ON THE DRIVEWAY
 AU2861'FOR 0.05 MILE, TURN LEFT AND GO NORTHERLY ACROSS GRASS FIELD FOR
 AU2861'0.1 MILE TO STATION ARP 2 1959.  BEAR RIGHT AND GO NORTHEAST FOR 0.1
 AU2861'MILE TO THE STATION AS DESCRIBED.
 AU2861'
 AU2861'STATION MARKS ARE STANDARD DISKS STAMPED JET 1972.  THE SURFACE DISK
 AU2861'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AU2861'FLUSH WITH THE GROUND SURFACE.  IT IS 558 FEET NORTH OF THE EAST
 AU2861'ONE OF THE SMALL STEEL TOWERS.  THE UNDERGROUND MARK IS SET IN THE
 AU2861'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AU2861'SURFACE.
 AU2861'
 AU2861'REFERENCE MARK 1, A STANDARD DISK STAMPED JET NO 1 1972, IS SET IN
 AU2861'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AU2861'THE GROUND SURFACE.
 AU2861'
 AU2861'REFERENCE MARK 2, A STANDARD DISK STAMPED JET NO 2 1972, IS SET IN
 AU2861'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AU2861'THE GROUND SURFACE.
 AU2861
 AU2861                          STATION RECOVERY (1974)
 AU2861
 AU2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 AU2861'THE STATION IS LOCATED AT THE NEW ORLEANS INTERNATIONAL AIRPORT AT
 AU2861'THE WEST SECTION OF KENNER, ABOUT 0.2 MILE NORTH OF THE CONTROL TOWER
 AU2861'AND AIRWAY BEACON, IN THE GRASSY TRIANGLE FORMED BY RUNWAY 5-23 TO
 AU2861'THE NORTHWEST, 10-28 TO THE SOUTH AND A NORTH-SOUTH TAXI WAY TO
 AU2861'THE EAST.  IT IS 302.9 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY
 AU2861'5-23, 550.2 FEET NORTH OF THE CENTER OF THE EAST ONE OF TWO SMALL
 AU2861'STEEL TOWERS, 669.8 FEET NORTHEAST OF THE FIRST RUNWAY LIGHT ALONG
 AU2861'THE SOUTHEAST SIDE OF RUNWAY 5-23 (THIS IS THE FIRST RUNWAY LIGHT
 AU2861'NORTHEAST OF THE INTERSECTION OF RUNWAY 5-23 AND A SHORT
 AU2861'NORTH-SOUTH TAXI WAY), 9 FEET EAST OF A PROJECTED LINE BETWEEN THE
 AU2861'BEACON LIGHT ON THE CONTROL TOWER AND THE TOP OF THE EAST ONE OF TWO
 AU2861'SMALL STEEL TOWERS AND 506.84 FEET NORTHEAST OF ARP 2 1959.  IT IS A
 AU2861'TRIANGULATION STATION DISK STAMPED JET 1972, FLUSH WITH THE GROUND.
 AU2861'
 AU2861'REFERENCE MARK NO. 1 IS 50.48 FEET EAST-SOUTHEAST OF THE STATION, 58
 AU2861'FEET EAST OF THE PROJECTED LINE BETWEEN THE BEACON LIGHT ON THE
 AU2861'CONTROL TOWER AND THE EAST ONE OF TWO SMALL STEEL TOWERS.  IT IS A
 AU2861'REFERENCE MARK DISK STAMPED JET NO 1 1972 FLUSH WITH THE GROUND.
 AU2861'
 AU2861'REFERENCE MARK NO. 2 IS 50.09 FEET SOUTHWEST OF THE STATION, 500 FEET
 AU2861'NORTH OF THE EAST ONE OF TWO SMALL STEEL TOWERS, AND 5 FEET EAST OF
 AU2861'THE PROJECTED LINE FROM THE BEACON LIGHT ON THE CONTROL TOWER
 AU2861'THROUGH THE EAST ONE OF TWO SMALL STEEL TOWER.  IT IS A REFERENCE
 AU2861'MARK DISK, STAMPED JET NO 2 1972 FLUSH WITH THE GROUND.
 AU2861'
 AU2861'ARP 2 IS 506.84 FEET SOUTHWEST OF THE STATION IN THE SAME GRASSY
 AU2861'TRIANGLE AS MENTIONED ABOVE FOR THE STATION DESCRIPTION, 219.8 FEET
 AU2861'SOUTHEAST OF THE FIRST RUNWAY LIGHT ALONG THE SOUTHEAST SIDE OF
 AU2861'RUNWAY 5-23 (THIS IS THE FIRST LIGHT NORTHEAST OF THE INTERSECTION OF
 AU2861'RUNWAY 5-23 AND A SHORT TAXI WAY CONNECTION RUNWAY 5-23) AND THE
 AU2861'TERMINAL RAMP, 10 FEET SOUTHEAST OF THE CENTER OF A SHALLOW
 AU2861'DITCH.  IT IS STAMPED ARP 2 1959, 2 INCHES BELOW THE GROUND.
 AU2861'
 AU2861'TO REACH THE STATION FROM THE WEST SIDE OF THE CONTROL TOWER, GO
 AU2861'NORTHERLY FOR 0.1 MILE TO RUNWAY 10-28, TURN LEFT AND GO NORTHWEST
 AU2861'TO RUNWAY 5-23, TURN RIGHT AND GO NORTHEAST FOR 0.1 MILE TO A
 AU2861'DRIVEWAY LEADING TO TWO SMALL STEEL TOWERS, TURN RIGHT AND GO EAST
 AU2861'ON DRIVEWAY FOR 0.05 MILE, TURN LEFT AND GO NORTHEAST FOR 0.1 MILE
 AU2861'TO ARP 2 1959, CONTINUE NORTHEAST FOR 0.1 MILE TO THE STATION.
 AU2861
 AU2861                          STATION RECOVERY (1975)
 AU2861
 AU2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKA)
 AU2861'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AU2861'AND IN GOOD CONDITION.
 AU2861'
 AU2861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEW ORLEANS
 AU2861'INTL. AIRPORT MOISANT FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3037 ***********************************************************************
 BX3037  DESIGNATION -  JETER
 BX3037  PID         -  BX3037
 BX3037  STATE/COUNTY-  LA/SABINE
 BX3037  USGS QUAD   -  ZWOLLE (1995)
 BX3037
 BX3037                         *CURRENT SURVEY CONTROL
 BX3037  ___________________________________________________________________
 BX3037* NAD 83(1992)-  31 37 42.28096(N)    093 39 35.04709(W)     ADJUSTED  
 BX3037* NAVD 88     -        61.2    (meters)     201.     (feet)  VERTCON   
 BX3037  ___________________________________________________________________
 BX3037  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 BX3037  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX3037
 BX3037  HORZ ORDER  -  SECOND
 BX3037
 BX3037.The horizontal coordinates were established by classical geodetic methods
 BX3037.and adjusted by the National Geodetic Survey in January 1993..
 BX3037
 BX3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3037
 BX3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3037
 BX3037.The geoid height was determined by GEOID03.
 BX3037
 BX3037;                    North         East     Units Scale Factor Converg.
 BX3037;SPC LA N     -   125,701.407   889,983.398   MT  0.99992741   -0 36 47.4
 BX3037;SPC LA N     -   412,405.37  2,919,887.20   sFT  0.99992741   -0 36 47.4
 BX3037;UTM  15      - 3,499,438.006   437,433.842   MT  0.99964828   -0 20 45.5
 BX3037
 BX3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3037!SPC LA N     -   0.99999456  x   0.99992741  =   0.99992197
 BX3037!UTM  15      -   0.99999456  x   0.99964828  =   0.99964284
 BX3037
 BX3037|---------------------------------------------------------------------|
 BX3037| PID    Reference Object                     Distance      Geod. Az  |
 BX3037|                                                           dddmmss.s |
 BX3037| CV7810 JETER RM 1                           14.302 METERS 05700     |
 BX3037| CV7811 JETER RM 2                           16.516 METERS 15254     |
 BX3037| BX3038 JETER LDH 1971 A PT                  16.097 METERS 23013     |
 BX3037| CV7809 JETER AZ MK                                        3004349.5 |
 BX3037|---------------------------------------------------------------------|
 BX3037
 BX3037                          SUPERSEDED SURVEY CONTROL
 BX3037
 BX3037  NAD 83(1986)-  31 37 42.28750(N)    093 39 35.04300(W) AD(       ) 2
 BX3037  NAD 27      -  31 37 41.66041(N)    093 39 34.38649(W) AD(       ) 2
 BX3037  NGVD 29 (07/19/86)   61.3    (m)          201.     (f) VERT ANG       
 BX3037
 BX3037.Superseded values are not recommended for survey control.
 BX3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3037.See file dsdata.txt to determine how the superseded data were derived.
 BX3037
 BX3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3743499438(NAD 83)
 BX3037_MARKER: DD = SURVEY DISK
 BX3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3037
 BX3037  HISTORY     - Date     Condition        Report By
 BX3037  HISTORY     - 1971     MONUMENTED       LADH
 BX3037
 BX3037                          STATION DESCRIPTION
 BX3037
 BX3037'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX3037'THE STATION IS LOCATED 1 MILE WEST OF ZWOLLE, 5 MILES SOUTH OF NOBLE
 BX3037'AND 11.5 MILES NORTHWEST OF MANY, IN THE SOUTHEAST 1/4 OF SECTION
 BX3037'35, T8N, R13W, AND ON THE PROPERTY OWNED BY W. F. JETER, ADDRESS
 BX3037'ZWOLLE, LOUISIANA, TELEPHONE 4631.
 BX3037'
 BX3037'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171, STATE
 BX3037'HIGHWAYS 482 AND 475 IN ZWOLLE, DRIVE WEST ALONG STATE HIGHWAY 482
 BX3037'FOR 1.0 MILE TO A DIRT ROAD ON THE LEFT LEADING SOUTH TO A BOAT
 BX3037'LAUNCHING RAMP, TURN LEFT ON THIS ROAD AND GO 0.2 MILE.  THE
 BX3037'STATION IS SET ON THE LEFT AND EAST OF THE ROAD NEAR A FENCE CORNER
 BX3037'AND A LONE PINE TREE.
 BX3037'
 BX3037'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE BACK OUT THE DIRT
 BX3037'ROAD TO STATE HIGHWAY 482 AND TURN LEFT ON STATE HIGHWAY 482 AND GO
 BX3037'WEST FOR 0.2 MILE TO A BRIDGE.  THE MARK IS SET IN THE ABUTMENT OF
 BX3037'THE BRIDGE IN THE NORTHWEST CORNER.
 BX3037'
 BX3037'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3037'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3037'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3037'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3037'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3037'STAMPED JETER 1971.  THE MARK IS APPROXIMATELY 1000 FEET SOUTH OF
 BX3037'THE CENTER OF STATE HIGHWAY 482, 62 FEET NORTHWEST OF A 10 INCH
 BX3037'PINE TREE, 35 FEET EAST OF THE CENTER OF A DIRT LANE, 6 FEET
 BX3037'SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND 3 FEET SOUTHWEST
 BX3037'OF A FENCE CORNER.
 BX3037'
 BX3037'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3037'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3037'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3037'STAMPED JETER R. M. 1971.  IT IS 60 FEET SOUTHEAST OF THE CENTER
 BX3037'OF A DIRT LANE, 79 FEET NORTH OF A 10 INCH PINE TREE, AND 1 FOOT
 BX3037'NORTHWEST OF A FENCE.
 BX3037'
 BX3037'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3037'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3037'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3037'STAMPED JETER R. M. 2 1971.  IT IS 54 FEET SOUTHEAST OF A FENCE
 BX3037'CORNER, 8 FEET NORTHWEST OF A 10 INCH PINE TREE, AND 2.5 FEET
 BX3037'SOUTHWEST OF A FENCE.
 BX3037'
 BX3037'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3037'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3037'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3037'STAMPED JETER AZ. MK. 1971.  IT IS 69 FEET EAST-SOUTHEAST OF A
 BX3037'POWER POLE, 18 FEET NORTH OF THE CENTER OF STATE HIGHWAY 482.  THE
 BX3037'MARK IS SET IN THE NORTHWEST CORNER OF THE BEECH BAYOU BRIDGE 3
 BX3037'FEET NORTH OF THE RAIL, AND 4.5 FEET NORTHEAST OF A METAL WITNESS
 BX3037'POST AND SIGN.
 BX3037'
 BX3037'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1378 ***********************************************************************
 BJ1378  DESIGNATION -  JEWETT
 BJ1378  PID         -  BJ1378
 BJ1378  STATE/COUNTY-  LA/ORLEANS
 BJ1378  USGS QUAD   -  SPANISH FORT (1992)
 BJ1378
 BJ1378                         *CURRENT SURVEY CONTROL
 BJ1378  ___________________________________________________________________
 BJ1378* NAD 83(1992)-  30 02 07.73206(N)    090 02 38.63183(W)     ADJUSTED  
 BJ1378* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1378  **This station is located in a subsidence area (see below).
 BJ1378  ___________________________________________________________________
 BJ1378  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ1378  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BJ1378  DYNAMIC HT  -           1.9   (meters)       6.    (feet)  COMP
 BJ1378  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 BJ1378
 BJ1378  HORZ ORDER  -  SECOND
 BJ1378  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1378
 BJ1378.The horizontal coordinates were established by classical geodetic methods
 BJ1378.and adjusted by the National Geodetic Survey in May 1994..
 BJ1378
 BJ1378 ** The orthometric height has not been validated since last determined
 BJ1378 ** by differential leveling and should not be used for control purposes.
 BJ1378 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1378 ** area with valid NAVD 88 orthometric heights.
 BJ1378 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1378 ** epoch indicated which incorporates improved geoid heights for the
 BJ1378 ** Southern Louisiana Subsidence area.
 BJ1378 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1378.The orthometric height was scaled from a topographic map.
 BJ1378.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1378
 BJ1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1378
 BJ1378.The geoid height was determined by GEOID03.
 BJ1378
 BJ1378.The dynamic height is computed by dividing the NAVD 88
 BJ1378.geopotential number by the normal gravity value computed on the
 BJ1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1378.degrees latitude (g = 980.6199 gals.).
 BJ1378
 BJ1378.The modeled gravity was interpolated from observed gravity values.
 BJ1378
 BJ1378;                    North         East     Units Scale Factor Converg.
 BJ1378;SPC LA S     -   170,898.804 1,124,340.653   MT  0.99992593   +0 38 40.7
 BJ1378;SPC LA S     -   560,690.49  3,688,774.29   sFT  0.99992593   +0 38 40.7
 BJ1378;UTM  15      - 3,326,399.523   785,055.222   MT  1.00060264   +1 28 50.0
 BJ1378;UTM  16      - 3,326,622.566   206,442.131   MT  1.00066335   -1 31 29.1
 BJ1378
 BJ1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1378!SPC LA S     -   1.00000382  x   0.99992593  =   0.99992975
 BJ1378!UTM  15      -   1.00000382  x   1.00060264  =   1.00060646
 BJ1378!UTM  16      -   1.00000382  x   1.00066335  =   1.00066717
 BJ1378
 BJ1378:                Primary Azimuth Mark                     Grid Az
 BJ1378:SPC LA S     -  INDUSTRIAL CANAL LIGHT                   043 58 36.6
 BJ1378:UTM  15      -  INDUSTRIAL CANAL LIGHT                   043 08 27.3
 BJ1378:UTM  16      -  INDUSTRIAL CANAL LIGHT                   046 08 46.4
 BJ1378
 BJ1378|---------------------------------------------------------------------|
 BJ1378| PID    Reference Object                     Distance      Geod. Az  |
 BJ1378|                                                           dddmmss.s |
 BJ1378| BJ4255 INDUSTRIAL CANAL LIGHT              APPROX. 0.9 KM 0443717.3 |
 BJ1378| BJ1400 AIRPORT                             APPROX. 1.4 KM 0611635.8 |
 BJ1378| BJ4269 SHUSHAN AIRPORT ADMN BLDG DOME      APPROX. 1.8 KM 0875844.0 |
 BJ1378| BJ4266 SHUSHAN AIRPORT AIRWAY BEACON       APPROX. 1.9 KM 0883650.2 |
 BJ1378| BJ4256 INDUSTRIAL CANAL BRIDGE NE COR      APPROX. 1.0 KM 1163937.7 |
 BJ1378| AU2674 GRANDSTAND MIDDLE CUPOLA            APPROX. 6.8 KM 2100444.6 |
 BJ1378| BJ4267 MILNEBURG LIGHTHOUSE                APPROX. 1.8 KM 2580059.5 |
 BJ1378| BJ1377 JEWETT RM                            22.790 METERS 27251     |
 BJ1378|---------------------------------------------------------------------|
 BJ1378
 BJ1378                          SUPERSEDED SURVEY CONTROL
 BJ1378
 BJ1378  NAD 83(1992)-  30 02 07.73185(N)    090 02 38.63161(W) AD(       ) 2
 BJ1378  NAD 83(1986)-  30 02 07.74663(N)    090 02 38.63107(W) AD(       ) 2
 BJ1378  NAD 27      -  30 02 07.02073(N)    090 02 38.37762(W) AD(       ) 2
 BJ1378  NAVD 88 (02/14/94)    1.937  (m)            6.36   (f) UNKNOWN     1 2
 BJ1378  NGVD 29 (05/21/91)    1.996  (m)            6.55   (f) ADJUSTED    1 2
 BJ1378
 BJ1378.Superseded values are not recommended for survey control.
 BJ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1378.See file dsdata.txt to determine how the superseded data were derived.
 BJ1378
 BJ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8505526400(NAD 83)
 BJ1378_MARKER: DS = TRIANGULATION STATION DISK
 BJ1378_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1378_SP_SET: RETAINING WALL
 BJ1378_STAMPING: JEWET
 BJ1378_MARK LOGO: CGS   
 BJ1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1378+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1994
 BJ1378
 BJ1378  HISTORY     - Date     Condition        Report By
 BJ1378  HISTORY     - 1932     MONUMENTED       CGS
 BJ1378  HISTORY     - 1935     GOOD             LAGS
 BJ1378  HISTORY     - 1946     GOOD             CGS
 BJ1378  HISTORY     - 1951     GOOD             CGS
 BJ1378  HISTORY     - 1952     GOOD             CGS
 BJ1378  HISTORY     - 1953     GOOD             CGS
 BJ1378  HISTORY     - 1954     GOOD             CGS
 BJ1378  HISTORY     - 1976     GOOD             NGS
 BJ1378  HISTORY     - 1976     GOOD             NGS
 BJ1378  HISTORY     - 1985     POOR             USPSQD
 BJ1378  HISTORY     - 1985     GOOD             NGS
 BJ1378  HISTORY     - 1990     GOOD             USPSQD
 BJ1378  HISTORY     - 19901108 GOOD             NGS
 BJ1378  HISTORY     - 19941114 GOOD             NGS
 BJ1378
 BJ1378                          STATION DESCRIPTION
 BJ1378
 BJ1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RLS)
 BJ1378'ON THE LAKE PONTCHARTRAIN SEA-WALL NEAR THE NORTHEASTERNMOST
 BJ1378'POINT OF THE WALL, ON THE W SIDE OF THE CHANNEL LEADING INTO
 BJ1378'THE INDUSTRIAL CANAL, AND APPROXIMATELY 0.75 MILE W ALONG
 BJ1378'THE LAKE DRIVE FROM THE CENTER OF THE HIGHWAY BRIDGE ACROSS
 BJ1378'THE INDUSTRIAL CANAL.
 BJ1378'
 BJ1378'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH WITH
 BJ1378'THE TOP SURFACE OF THE TOP COPING.
 BJ1378'
 BJ1378'THE REFERENCE MARK, A STANDARD BRONZE DISK SET FLUSH WITH THE
 BJ1378'TOP SURFACE OF THE TOP COPING, IS 22.790 METERS (74.77 FEET)
 BJ1378'FROM THE STATION N 87 DEG 09 MIN W.
 BJ1378
 BJ1378                          STATION RECOVERY (1935)
 BJ1378
 BJ1378'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ1378'RECOVERED AS DESCRIBED.
 BJ1378
 BJ1378                          STATION RECOVERY (1946)
 BJ1378
 BJ1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ1378'RECOVERED IN EXCELLENT CONDITION AS DESCRIBED.  DESCRIPTION
 BJ1378'ADEQUATE.  IT IS ABOUT 8 MILES NE OF NEW ORLEANS.
 BJ1378
 BJ1378                          STATION RECOVERY (1951)
 BJ1378
 BJ1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 BJ1378'IN NEW ORLEANS.
 BJ1378'AT NEW ORLEANS, ABOUT 0.85 MILE NORTHWEST ALONG LAKESHORE DRIVE FROM
 BJ1378'THE BRIDGE OVER INNER HARBOR NAVIGATION CANAL, ABOUT 0.55 MILE EAST OF
 BJ1378'THE JUNCTION OF FRANKLIN AVENUE, SET IN THE TOP OF THE SEA WALL ALONG
 BJ1378'SHORE OF LAKE PONTCHARTRAIN, 55 FEET NORTH OF THE CENTER LINE OF
 BJ1378'LAKESHORE DRIVE, 94 FEET NORTHEAST OF STREET LIGHT POST NO. 233, AND
 BJ1378'ABOUT 2 FEET ABOVE THE DRIVE.
 BJ1378
 BJ1378                          STATION RECOVERY (1952)
 BJ1378
 BJ1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 BJ1378'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 BJ1378'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 BJ1378
 BJ1378                          STATION RECOVERY (1953)
 BJ1378
 BJ1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1378'STATION AND REFERENCE MARK WERE RECOVERED AND FOUND TO BE IN
 BJ1378'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ1378'
 BJ1378'STATION IS LOCATED ON THE LAKE PONTCHARTRAIN SEAWALL ON THE
 BJ1378'W SIDE OF THE CHANNEL LEADING INTO THE INDUSTRIAL CANAL.  IT
 BJ1378'IS A STANDARD BRONZE DISK, STAMPED JEWETT 1931 AND CEMENTED
 BJ1378'IN A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL.
 BJ1378'
 BJ1378'THE REFERENCE MARK IS A STANDARD BRONZE DISK, STAMPED JEWETT
 BJ1378'1931 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 BJ1378'SEA-WALL.
 BJ1378'
 BJ1378'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHLINE DRIVE
 BJ1378'AND DOWNMAN ROAD JUST SW OF NEW ORLEANS AIRPORT, GO W ON
 BJ1378'SOUTHLINE DRIVE FOR 0.7 MI., TURN RIGHT ON LAKESHORE DRIVE
 BJ1378'AND FOLLOW THE SEAWALL (PASSING THE NAVAL RESERVE TRAINING
 BJ1378'CENTER ON THE LEFT) FOR 0.5 MI. TO THE STATION ON THE RIGHT
 BJ1378'AS DESCRIBED.
 BJ1378
 BJ1378                          STATION RECOVERY (1954)
 BJ1378
 BJ1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1378'THE RECOVERY NOTE OF R.L.E. IN 1953 IS ADEQUATE.
 BJ1378
 BJ1378                          STATION RECOVERY (1976)
 BJ1378
 BJ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 BJ1378'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BJ1378'
 BJ1378'REFERENCE MARK ALSO RECOVERED IN GOOD CONDITION.
 BJ1378
 BJ1378                          STATION RECOVERY (1976)
 BJ1378
 BJ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1378'RECOVERED IN GOOD CONDITION.
 BJ1378
 BJ1378                          STATION RECOVERY (1985)
 BJ1378
 BJ1378'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ1378'MARK RECOVERED IN POOR CONDITION.
 BJ1378
 BJ1378                          STATION RECOVERY (1985)
 BJ1378
 BJ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1378'RECOVERED IN GOOD CONDITION, THE 1951 RECOVERY IS ADEQUATE WITH THE
 BJ1378'FOLLOWING CHANGES, DELETE--94 FEET NORTHWEST OF STREET LIGHT POST NO.
 BJ1378'233, ADD--23.65 METERS (77.6 FT) NORTHWEST OF STREET LIGHT POST 632,
 BJ1378'ADD--27.34 METERS (98.7 FT) NORTHEAST OF STREET LIGHT POST 246.
 BJ1378
 BJ1378                          STATION RECOVERY (1990)
 BJ1378
 BJ1378'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLR)
 BJ1378'RECOVERED IN GOOD CONDITION.
 BJ1378
 BJ1378                          STATION RECOVERY (1990)
 BJ1378
 BJ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1378'0.9 KM (0.6 MI) EASTERLY ALONG LAKESHORE DRIVE FROM THE JUNCTION OF
 BJ1378'FRANKLIN AVENUE IN NEW ORLEANS, IN A RETAINING WALL ALONG THE SOUTH
 BJ1378'SHORE OF LAKE PONTCHARTRAIN, 27.4 M (89.9 FT) NORTHEAST OF UTILITY
 BJ1378'LIGHT POLE NUMBER LB 189, 23.8 M (78.1 FT) NORTHWEST OF UTILITY LIGHT
 BJ1378'POLE NUMBER 232, 22.9 M (75.1 FT) EAST OF JEWETT RM, 16.8 M (55.1 FT)
 BJ1378'NORTH OF THE CENTERLINE OF THE DRIVE, AND 0.6 M (2.0 FT) ABOVE THE
 BJ1378'LEVEL OF THE DRIVE.  NOTE--THE DISK HAS BEEN MUTILATED AND THE LAST T
 BJ1378'AND THE DATE 1931 OF THE ORIGINAL STAMPING (JEWETT 1931) IS NO LONGER
 BJ1378'LEGIBLE.
 BJ1378
 BJ1378                          STATION RECOVERY (1994)
 BJ1378
 BJ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1378'0.9 KM (0.55 MI) EASTERLY ALONG LAKESHORE DRIVE FROM THE JUNCTION OF
 BJ1378'FRANKLIN AVENUE IN NEW ORLEANS, IN A CONCRETE RETAINING WALL ALONG THE
 BJ1378'SOUTH SHORE OF LAKE PONTCHARTRAIN, 27.4 M (89.9 FT) NORTHEAST OF
 BJ1378'UTILITY LIGHT POLE NUMBER 632, 22.9 M (75.1 FT) EAST OF JEWETT
 BJ1378'REFERENCE MARK, 16.8 M (55.1 FT) NORTH OF THE DRIVE CENTERLINE, AND
 BJ1378'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE DRIVE.  NOTE--THE DISK HAS BEEN
 BJ1378'MUTILATED AND THE LAST T AND THE DATE 1931 OF THE ORIGINAL STAMPING
 BJ1378'(JEWETT 1931) ARE NO LONGER LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2932 ***********************************************************************
 AU2932  DESIGNATION -  JIM 1934
 AU2932  PID         -  AU2932
 AU2932  STATE/COUNTY-  LA/LAFOURCHE
 AU2932  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2932
 AU2932                         *CURRENT SURVEY CONTROL
 AU2932  ___________________________________________________________________
 AU2932* NAD 83(1992)-  29 19 17.10077(N)    090 05 24.82649(W)     ADJUSTED  
 AU2932* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2932  **This station is located in a subsidence area (see below).
 AU2932  ___________________________________________________________________
 AU2932  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AU2932  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AU2932
 AU2932  HORZ ORDER  -  THIRD
 AU2932
 AU2932.The horizontal coordinates were established by classical geodetic methods
 AU2932.and adjusted by the National Geodetic Survey in January 1993..
 AU2932
 AU2932 ** The orthometric height has not been validated since last determined
 AU2932 ** by differential leveling and should not be used for control purposes.
 AU2932 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2932 ** area with valid NAVD 88 orthometric heights.
 AU2932 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2932 ** epoch indicated which incorporates improved geoid heights for the
 AU2932 ** Southern Louisiana Subsidence area.
 AU2932 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2932.The orthometric height was scaled from a topographic map.
 AU2932
 AU2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2932
 AU2932.The geoid height was determined by GEOID03.
 AU2932
 AU2932;                    North         East     Units Scale Factor Converg.
 AU2932;SPC LA S     -    91,706.474 1,120,747.144   MT  0.99999554   +0 37 17.6
 AU2932;SPC LA S     -   300,873.66  3,676,984.59   sFT  0.99999554   +0 37 17.6
 AU2932;UTM  15      - 3,247,112.669   782,593.892   MT  1.00058554   +1 25 33.2
 AU2932
 AU2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2932!SPC LA S     -   1.00000381  x   0.99999554  =   0.99999935
 AU2932!UTM  15      -   1.00000381  x   1.00058554  =   1.00058935
 AU2932
 AU2932                          SUPERSEDED SURVEY CONTROL
 AU2932
 AU2932  NAD 83(1986)-  29 19 17.11534(N)    090 05 24.83540(W) AD(       ) 3
 AU2932  NAD 27      -  29 19 16.30500(N)    090 05 24.56500(W) AD(       ) 3
 AU2932
 AU2932.Superseded values are not recommended for survey control.
 AU2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2932.See file dsdata.txt to determine how the superseded data were derived.
 AU2932
 AU2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8259447113(NAD 83)
 AU2932_MARKER: DD = SURVEY DISK
 AU2932_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2932_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2932
 AU2932  HISTORY     - Date     Condition        Report By
 AU2932  HISTORY     - 1934     MONUMENTED       CGS
 AU2932  HISTORY     - 1940     GOOD             SHELL
 AU2932  HISTORY     - 1952     GOOD             CGS
 AU2932
 AU2932                          STATION DESCRIPTION
 AU2932
 AU2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2932'STATION IS ON BAYOU ROSEAU, N OF BAY TAMBOUR, N OF AN ISLAND
 AU2932'AT THE ENTRANCE TO THE BAYOU, ON A POINT AND 15 METERS (50 FEET)
 AU2932'FROM THE NEAREST HIGH-WATER MARK.  THE STATION IS MARKED BY
 AU2932'A STANDARD HYDROGRAPHIC DISK SET IN CONCRETE IN THE TOP OF
 AU2932'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE UPPER
 AU2932'END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2932
 AU2932                          STATION RECOVERY (1940)
 AU2932
 AU2932'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2932'RECOVERED IN GOOD CONDITION.
 AU2932
 AU2932                          STATION RECOVERY (1952)
 AU2932
 AU2932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2932'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 AU2932'DESCRIPTION FOLLOWS--
 AU2932'
 AU2932'STATION IS LOCATED ON THE N SIDE OF THE MOST N PASSAGE BETWEEN
 AU2932'FISHERMANS BAY AND BAY DE LEST, ABOUT 700 FT. E OF THE POINT
 AU2932'ON THE E SIDE OF THE MOUTH OF THE E ONE OF TWO PASSAGES
 AU2932'BETWEEN FISHERMANS BAY AND OAKS BAY, N OF A SMALL ISLAND ON
 AU2932'A SMALL POINT, AND 2 FT. W OF A 4- BY 4-IN. WOODEN WITNESS
 AU2932'POST.  THE APPARENT SHORELINE IS 36 FT. RS 85 DEG E
 AU2932'AND 52 FT. S 23 DEG E.  IT IS A STANDARD
 AU2932'HYDROGRAPHIC-STATION DISK, STAMPED JIM 1934 AND SET IN THE
 AU2932'TOP OF A 10-IN. CONCRETE MONUMENT PROJECTING 2 IN. ABOVE
 AU2932'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0768 ***********************************************************************
 BX0768  DESIGNATION -  JJ 96
 BX0768  PID         -  BX0768
 BX0768  STATE/COUNTY-  LA/RAPIDES
 BX0768  USGS QUAD   -  ALEXANDRIA (1992)
 BX0768
 BX0768                         *CURRENT SURVEY CONTROL
 BX0768  ___________________________________________________________________
 BX0768* NAD 83(1986)-  31 20 08.     (N)    092 29 56.     (W)     SCALED    
 BX0768* NAVD 88     -        25.37   (+/-2cm)      83.2    (feet)  VERTCON   
 BX0768  ___________________________________________________________________
 BX0768  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX0768
 BX0768  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0768
 BX0768.The horizontal coordinates were scaled from a topographic map and have
 BX0768.an estimated accuracy of +/- 6 seconds.
 BX0768
 BX0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0768.The vertical order pertains to the NGVD 29 superseded value.
 BX0768
 BX0768.The geoid height was determined by GEOID03.
 BX0768
 BX0768;                    North         East    Units  Estimated Accuracy
 BX0768;SPC LA N     -    92,640.    1,000,110.      MT  (+/- 180 meters Scaled)
 BX0768
 BX0768                          SUPERSEDED SURVEY CONTROL
 BX0768
 BX0768  NGVD 29 (??/??/??)   25.362  (m)           83.21   (f) ADJUSTED    1 2
 BX0768
 BX0768.Superseded values are not recommended for survey control.
 BX0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0768.See file dsdata.txt to determine how the superseded data were derived.
 BX0768
 BX0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ476668(NAD 83)
 BX0768_MARKER: DB = BENCH MARK DISK
 BX0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0768_STAMPING: JJ 96 1938
 BX0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0768+STABILITY: SURFACE MOTION
 BX0768
 BX0768  HISTORY     - Date     Condition        Report By
 BX0768  HISTORY     - 1938     MONUMENTED       CGS
 BX0768  HISTORY     - 1962     MARK NOT FOUND   CGS
 BX0768  HISTORY     - 1970     MARK NOT FOUND   NGS
 BX0768
 BX0768                          STATION DESCRIPTION
 BX0768
 BX0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0768'3.4 MI NW FROM ALEXANDRIA.
 BX0768'LOCATED ABOUT 3.4 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD
 BX0768'FROM THE UNION STATION AT ALEXANDRIA, RAPIDES PARISH, ABOUT 7 RAILS
 BX0768'SOUTHEAST OF MILEPOST 198, AT POLE 6866, AT A DIRT ROAD CROSSING, 48
 BX0768'FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 44 FEET NORTHWEST OF
 BX0768'THE CENTERLINE OF THE ROAD, 5 FEET NORTHEAST OF THE NORTHEAST ROW OF
 BX0768'POLES AND 3 FEET INSIDE A FENCE CORNER FORMED BY THE TWO RIGHT-OF-WAY
 BX0768'FENCES.  A STANDARD DISK, STAMPED JJ 96 1938 AND SET IN THE TOP OF A
 BX0768'CONCRETE POST.
 BX0768
 BX0768                          STATION RECOVERY (1970)
 BX0768
 BX0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2926 ***********************************************************************
 CP2926  DESIGNATION -  JOAN RESET
 CP2926  PID         -  CP2926
 CP2926  STATE/COUNTY-  LA/MADISON
 CP2926  USGS QUAD   -  FORTUNE FORK (1994)
 CP2926
 CP2926                         *CURRENT SURVEY CONTROL
 CP2926  ___________________________________________________________________
 CP2926* NAD 83(1992)-  32 20 15.53040(N)    091 11 27.30234(W)     ADJUSTED  
 CP2926* NAVD 88     -        25.4    (meters)      83.     (feet)  VERTCON   
 CP2926  ___________________________________________________________________
 CP2926  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CP2926  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2926
 CP2926  HORZ ORDER  -  FIRST
 CP2926
 CP2926.The horizontal coordinates were established by classical geodetic methods
 CP2926.and adjusted by the National Geodetic Survey in May 1994..
 CP2926
 CP2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2926
 CP2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2926
 CP2926.The geoid height was determined by GEOID03.
 CP2926
 CP2926;                    North         East     Units Scale Factor Converg.
 CP2926;SPC LA N     -   204,495.599 1,123,233.671   MT  0.99994151   +0 41 31.6
 CP2926;SPC LA N     -   670,915.98  3,685,142.47   sFT  0.99994151   +0 41 31.6
 CP2926;UTM  15      - 3,579,300.445   670,260.555   MT  0.99995749   +0 58 04.5
 CP2926
 CP2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2926!SPC LA N     -   1.00000017  x   0.99994151  =   0.99994168
 CP2926!UTM  15      -   1.00000017  x   0.99995749  =   0.99995766
 CP2926
 CP2926:                Primary Azimuth Mark                     Grid Az
 CP2926:SPC LA N     -  SCOTT RESET                              007 43 44.6
 CP2926:UTM  15      -  SCOTT RESET                              007 27 11.7
 CP2926
 CP2926|---------------------------------------------------------------------|
 CP2926| PID    Reference Object                     Distance      Geod. Az  |
 CP2926|                                                           dddmmss.s |
 CP2926| CP2930 SCOTT RESET                         APPROX. 9.9 KM 0082516.2 |
 CP2926| CY4781 JOAN RM 3                            29.398 METERS 03714     |
 CP2926| CP2927 JOAN RM 4                            25.748 METERS 12600     |
 CP2926| CY4779 JOAN RM 1                            69.640 METERS 13907     |
 CP2926| CY4780 JOAN RM 2                                          21322     |
 CP2926|---------------------------------------------------------------------|
 CP2926
 CP2926                          SUPERSEDED SURVEY CONTROL
 CP2926
 CP2926  NAD 83(1992)-  32 20 15.53920(N)    091 11 27.29963(W) AD(       ) 1
 CP2926  NAD 83(1986)-  32 20 15.54265(N)    091 11 27.29799(W) AD(       ) 1
 CP2926  NAD 27      -  32 20 15.01634(N)    091 11 26.90003(W) AD(       ) 1
 CP2926  NGVD 29 (07/19/86)   25.4    (m)           83.     (f) VERT ANG       
 CP2926
 CP2926.Superseded values are not recommended for survey control.
 CP2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2926.See file dsdata.txt to determine how the superseded data were derived.
 CP2926
 CP2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7026179300(NAD 83)
 CP2926_MARKER: DS = TRIANGULATION STATION DISK
 CP2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2926
 CP2926  HISTORY     - Date     Condition        Report By
 CP2926  HISTORY     - 1931     MONUMENTED       CGS
 CP2926  HISTORY     - 1936     GOOD             LAGS
 CP2926  HISTORY     - 1957     SEE DESCRIPTION  CGS
 CP2926  HISTORY     - 1962     SEE DESCRIPTION  USGS
 CP2926  HISTORY     - 1971     SEE DESCRIPTION  NGS
 CP2926
 CP2926                          STATION DESCRIPTION
 CP2926
 CP2926'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CP2926'STATION IS ABOUT 5 MILES S OF TALLULAH, ON THE JOAN PLANTATION
 CP2926'OWNED BY G.W. PATTERSON.
 CP2926'
 CP2926'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2926'DISKS SET IN CONCRETE.
 CP2926'
 CP2926'REFERENCE MARK NO. 1 IS 1 FOOT SW OF WIRE FENCE LINE, 10
 CP2926'METERS (33 FEET) SW OF CENTER LINE OF GRAVELED ROAD, 35
 CP2926'METERS (115 FEET) E OF SE CORNER OF LARGE BARN, AND 69.64
 CP2926'METERS (228.5 FEET) FROM STATION IN AZIMUTH 319 DEG 07 MIN.
 CP2926'
 CP2926'REFERENCE MARK NO. 2 IS 1 FOOT E OF N-AND-S FENCE LINE, 5
 CP2926'METERS (16 FEET) S OF S END OF BOARD GATE AND 100 METERS
 CP2926'(328 FEET) FROM STATION IN AZIMUTH 33 DEG 21 MIN 44 SEC.
 CP2926'
 CP2926'TO REACH FROM TALLULAH, GO S 5.1 MILES FROM ILLINOIS CENTRAL
 CP2926'RAILROAD TRACKS ON ROUTE 65 TO JUNCTION WITH A GRAVELED
 CP2926'ROAD WHERE U.S. HIGHWAY 65 TURNS W, AND TAKE LEFT FORK LEADING
 CP2926'DOWN ROUNDAWAY BAYOU 0.4 MILE TO STATION, WHICH IS IN A PASTURE
 CP2926'ABOUT 18 METERS (59 FEET) SW OF GRAVELED HIGHWAY, 12 METERS
 CP2926'(39 FEET) W OF A 24-INCH PECAN TREE IN A WIRE FENCE LINE,
 CP2926'ABOUT 50 METERS (164 FEET) NW OF NE CORNER OF LARGE CATTLE
 CP2926'BARN WITH A GALVANIZED-IRON ROOF, AND ABOUT 13 METERS (43
 CP2926'FEET) E OF CENTER OF CIRCULAR WATERING TROUGH.
 CP2926
 CP2926                          STATION RECOVERY (1936)
 CP2926
 CP2926'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP2926'STATION AND REFERENCE MARKS ARE IN PERFECT CONDITION.
 CP2926
 CP2926                          STATION RECOVERY (1957)
 CP2926
 CP2926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBB)
 CP2926'TRI. STATION JOAN AND RM NO 1 JOAN HAVE BEEN DESTROYED BY ROAD
 CP2926'CONSTRUCTION.  TRI. STATION JOAN RM NO 2 IS IN GOOD CONDITION.
 CP2926'
 CP2926'I.P. JOAN 2-A WAS SET BY U.S. ARMY ENGINEER DISTRICT, VICKSBURG,
 CP2926'CORPS OF ENGINEERS, DECEMBER 1957.  IT IS A 1 1/2-INCH IRON PIPE
 CP2926'WITH A STANDARD BRASS CAP STAMPED--JOAN 2-A 1957.  PIPE
 CP2926'IS SET 1.3 FOOT NORTHEAST OF POWER POLE AT RIGHT ANGLE IN POWER
 CP2926'LINE.  25 FEET NORTHWEST OF CENTERLINE OF INTERSECTION OF
 CP2926'T INTERSECTION OF FIELD ROAD.  250 FEET NORTHEAST OF TENANT
 CP2926'HOUSE PAINTED RED.  200 FEET NORTHWEST OF TWIN METAL GRAIN
 CP2926'STORAGE TANKS.  PIPE IS 0.6 FOOT ABOVE THE GROUND.
 CP2926
 CP2926                          STATION RECOVERY (1962)
 CP2926
 CP2926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CP2926'REVISED DESCRIPTION--TALLULAH, 5 MI SOUTH OF.  IN SE 1/4 SEC 55
 CP2926'T16N, R12E.  ON JOAN PLANTATION.  137 FT NORTH OF NORTH CORNER
 CP2926'LARGE BARN.  65 FT SW (RT ANGLE) OF C/L LA HWY NO. 603.  17 FT
 CP2926'SW OF SW ROW FENCE.  25 FT SE OF SE SIDE PUMP HOUSE.  36 FT
 CP2926'NW OF WOOD CORRAL FENCE.  40 FT NE OF CENTER OLD, ROUND STEEL
 CP2926'STOCK WATERING TANK.  38 FT WEST OF 4 FT PECAN.  IN CONCRETE
 CP2926'POST 6 INCHES BELOW GROUND.  STD TABLET, STAMPED JOAN 1931.
 CP2926'1936 R.M. 2 608 FT FROM STATION IN AZIMUTH 33 21 44.  375 FT
 CP2926'SSW OF WIRE GATE IN E-W FENCE.  370 FT W OF N-S FENCE.  91
 CP2926'FT SW OF SE CORNER SMALL PUMP HOUSE.  10 FT N OF E-W FLD RD
 CP2926'(TAN.  EXTENDED).  IN CONCRETE POST.  STD TABLET JOAN R.M.
 CP2926'2.
 CP2926
 CP2926                          STATION RECOVERY (1971)
 CP2926
 CP2926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2926'THE UNDERGROUND STATION MARK WAS RECOVERED, NO OTHER MARKS WERE
 CP2926'RECOVERED.  IT WAS ASSUMED THAT THE UNDERGROUND MARK HAD NOT
 CP2926'MOVED, AS IT WAS FIRM IN THE GROUND.  A NEW SURFACE STATION MARK,
 CP2926'REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED.  THE
 CP2926'AREA OF THE STATION MARK NOW IN CULTIVATION AND DUE TO PROPERTY
 CP2926'OWNERS REQUEST, REFERENCE MARK NUMBER 4 WAS OCCUPIED.
 CP2926'
 CP2926'A TRAVERSE TIE WAS MADE TO REFERENCE MARK NUMBER 4.
 CP2926'
 CP2926'FOR ADDITIONAL INFORMATION SEE DESCRIPTION OF JOAN RM 4 1931
 CP2926'1971.
 CP2926'
 CP2926'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CP2926'
 CP2926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2926'ABOUT 5 MILES SOUTH OF TALLULAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2927 ***********************************************************************
 CP2927  DESIGNATION -  JOAN RM 4
 CP2927  PID         -  CP2927
 CP2927  STATE/COUNTY-  LA/MADISON
 CP2927  USGS QUAD   -  FORTUNE FORK (1994)
 CP2927
 CP2927                         *CURRENT SURVEY CONTROL
 CP2927  ___________________________________________________________________
 CP2927* NAD 83(1992)-  32 20 15.03900(N)    091 11 26.50588(W)     ADJUSTED  
 CP2927* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 CP2927  ___________________________________________________________________
 CP2927  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CP2927  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2927
 CP2927  HORZ ORDER  -  FIRST
 CP2927
 CP2927.The horizontal coordinates were established by classical geodetic methods
 CP2927.and adjusted by the National Geodetic Survey in May 1994..
 CP2927
 CP2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2927
 CP2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2927
 CP2927.The geoid height was determined by GEOID03.
 CP2927
 CP2927;                    North         East     Units Scale Factor Converg.
 CP2927;SPC LA N     -   204,480.715 1,123,254.680   MT  0.99994149   +0 41 32.0
 CP2927;SPC LA N     -   670,867.15  3,685,211.40   sFT  0.99994149   +0 41 32.0
 CP2927;UTM  15      - 3,579,285.663   670,281.636   MT  0.99995758   +0 58 04.9
 CP2927
 CP2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2927!SPC LA N     -   1.00000010  x   0.99994149  =   0.99994159
 CP2927!UTM  15      -   1.00000010  x   0.99995758  =   0.99995768
 CP2927
 CP2927:                Primary Azimuth Mark                     Grid Az
 CP2927:SPC LA N     -  JOAN AZ MK                               233 29 45.5
 CP2927:UTM  15      -  JOAN AZ MK                               233 13 12.6
 CP2927
 CP2927|---------------------------------------------------------------------|
 CP2927| PID    Reference Object                     Distance      Geod. Az  |
 CP2927|                                                           dddmmss.s |
 CP2927| CY4778 JOAN AZ MK                                         2341117.5 |
 CP2927| CP2926 JOAN RESET                           25.748 METERS 30600     |
 CP2927| CY4781 JOAN RM 3                            38.652 METERS 35529     |
 CP2927|---------------------------------------------------------------------|
 CP2927
 CP2927                          SUPERSEDED SURVEY CONTROL
 CP2927
 CP2927  NAD 83(1992)-  32 20 15.04780(N)    091 11 26.50317(W) AD(       ) 1
 CP2927  NAD 83(1986)-  32 20 15.05123(N)    091 11 26.50150(W) AD(       ) 1
 CP2927  NAD 27      -  32 20 14.52491(N)    091 11 26.10359(W) AD(       ) 1
 CP2927  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 CP2927
 CP2927.Superseded values are not recommended for survey control.
 CP2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2927.See file dsdata.txt to determine how the superseded data were derived.
 CP2927
 CP2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7028279286(NAD 83)
 CP2927_MARKER: DR = REFERENCE MARK DISK
 CP2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2927_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2927
 CP2927  HISTORY     - Date     Condition        Report By
 CP2927  HISTORY     - 1971     MONUMENTED       NGS
 CP2927
 CP2927                          STATION DESCRIPTION
 CP2927
 CP2927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2927'THE STATION IS ABOUT 5 MILES SOUTH OF TALLULAH.  IT IS IN THE
 CP2927'SOUTHEAST 1/4 SECTION OF 55, T 16 N, R 12 E, ON THE JOAN
 CP2927'PLANTATION AND ON PROPERTY OWNED BY MR. ALBERT PAXTON, POST
 CP2927'OFFICE BOX 784, TALLULAH, LOUISIANA 71295.
 CP2927'
 CP2927'TO REACH THE STATION FROM TALLULAH, AT THE JUNCTION OF
 CP2927'U.S. HIGHWAYS 65 AND 80 AT THE NORTHWEST CORNER OF THE COURT
 CP2927'HOUSE SQUARE, GO SOUTH ON U.S. HIGHWAY 65 FOR 4.1 MILES TO THE
 CP2927'JUNCTION WITH STATE HIGHWAY 603 ON THE LEFT.  TURN LEFT AND GO
 CP2927'SOUTHEASTERLY FOLLOWING STATE HIGHWAY 603 FOR 0.8 MILE TO A SIDE
 CP2927'ROAD RIGHT, CONTINUE SOUTHEASTERLY ON STATE HIGHWAY 603 FOR 0.45
 CP2927'MILE TO THE STATION ON THE RIGHT, SOUTHWEST SIDE OF ROAD.  AS
 CP2927'DESCRIBED.  CONTINUE SOUTHEAST ON STATE HIGHWAY 603 FOR 0.1
 CP2927'MILE TO A FIELD ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON
 CP2927'FIELD ROAD FOR 0.8 MILE TO THE SECOND FIELD ROAD RIGHT.  TURN
 CP2927'RIGHT AND GO NORTHWEST FOR 0.3 MILE TO THE AZIMUTH MARK, AS
 CP2927'DESCRIBED.
 CP2927'
 CP2927'THE STATION IS MARKED BY STANDARD REFERENCE MARK DISKS STAMPED
 CP2927'JOAN NO 4 1931 1971.  THE SURFACE DISK IS SET IN THE TOP OF A
 CP2927'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND
 CP2927'SURFACE.  IT IS 32.5 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 CP2927'24.7 FEET NORTH OF METAL WITNESS POST WITH SIGN ATTACHED, 17.5
 CP2927'FEET NORTHEAST OF FENCE CORNER POST AND 10.7 FEET NORTH OF
 CP2927'WITNESS POST FOR WATER VALVE.  THE UNDERGROUND MARK IS SET IN
 CP2927'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW GROUND
 CP2927'SURFACE.
 CP2927'
 CP2927'STATION MARK JOAN 1931 1971.  STATION MARKS ARE STANDARD DISKS THE
 CP2927'SURFACE DISK BEING STAMPED JOAN 1931 1971, THE UNDERGROUND DISK
 CP2927'STAMPED JOAN 1931.  THE SURFACE DISK IS SET IN THE TOP OF A
 CP2927'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 20 INCHES BELOW
 CP2927'GROUND SURFACE.  IT IS 73 FEET NORTHWEST OF FENCELINE AND 66 FEET
 CP2927'SOUTHWEST OF THE CENTERLINE OF HIGHWAY.  THE UNDERGROUND
 CP2927'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 CP2927'INCHES BELOW THE GROUND SURFACE.
 CP2927'
 CP2927'REFERENCE MARK 3, A STANDARD DISK STAMPED JOAN 1931 NO 3 1971, IS
 CP2927'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2927'IS FLUSH WITH GROUND SURFACE.  IT IS 24 FEET NORTHEAST OF THE
 CP2927'CENTERLINE OF HIGHWAY, 3 FEET SOUTH OF METAL WITNESS POST WITH
 CP2927'SIGN ATTACHED AND 1 FOOT SOUTHWEST OF FENCELINE.
 CP2927'
 CP2927'THE AZIMUTH MARK, A STANDARD DISK STAMPED JOAN 1931 1971, IS
 CP2927'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2927'FLUSH WITH GROUND SURFACE.  IT IS 7.5 FEET EAST-SOUTHEAST OF THE
 CP2927'EDGE OF DRAINAGE DITCH AND 2.5 FEET NORTHEAST OF A METAL WITNESS
 CP2927'POST WITH SIGN ATTACHED.
 CP2927'
 CP2927'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2870 ***********************************************************************
 CP2870  DESIGNATION -  JOE
 CP2870  PID         -  CP2870
 CP2870  STATE/COUNTY-  LA/EAST CARROLL
 CP2870  USGS QUAD   -  PANTHER LAKE (1987)
 CP2870
 CP2870                         *CURRENT SURVEY CONTROL
 CP2870  ___________________________________________________________________
 CP2870* NAD 83(1992)-  32 33 55.55321(N)    091 21 41.96774(W)     ADJUSTED  
 CP2870* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 CP2870  ___________________________________________________________________
 CP2870  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CP2870  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP2870
 CP2870  HORZ ORDER  -  SECOND
 CP2870
 CP2870.The horizontal coordinates were established by classical geodetic methods
 CP2870.and adjusted by the National Geodetic Survey in May 1994..
 CP2870
 CP2870.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2870
 CP2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2870
 CP2870.The geoid height was determined by GEOID03.
 CP2870
 CP2870;                    North         East     Units Scale Factor Converg.
 CP2870;SPC LA N     -   229,571.726 1,106,895.927   MT  0.99997848   +0 36 06.6
 CP2870;SPC LA N     -   753,186.57  3,631,541.05   sFT  0.99997848   +0 36 06.6
 CP2870;UTM  15      - 3,604,296.113   653,801.862   MT  0.99989170   +0 52 55.3
 CP2870
 CP2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2870!SPC LA N     -   1.00000003  x   0.99997848  =   0.99997851
 CP2870!UTM  15      -   1.00000003  x   0.99989170  =   0.99989173
 CP2870
 CP2870:                Primary Azimuth Mark                     Grid Az
 CP2870:SPC LA N     -  JOE AZ MK                                076 53 14.7
 CP2870:UTM  15      -  JOE AZ MK                                076 36 26.0
 CP2870
 CP2870|---------------------------------------------------------------------|
 CP2870| PID    Reference Object                     Distance      Geod. Az  |
 CP2870|                                                           dddmmss.s |
 CP2870| CY4782 JOE AZ MK                                          0772921.3 |
 CP2870| CY4783 JOE RM 1                             23.534 METERS 09823     |
 CP2870| CY4784 JOE RM 2                             29.773 METERS 19224     |
 CP2870|---------------------------------------------------------------------|
 CP2870
 CP2870                          SUPERSEDED SURVEY CONTROL
 CP2870
 CP2870  NAD 83(1992)-  32 33 55.55701(N)    091 21 41.96590(W) AD(       ) 2
 CP2870  NAD 83(1986)-  32 33 55.56558(N)    091 21 41.96151(W) AD(       ) 2
 CP2870  NAD 27      -  32 33 55.06782(N)    091 21 41.55078(W) AD(       ) 2
 CP2870  NGVD 29 (07/19/86)   26.0    (m)           85.     (f) VERT ANG       
 CP2870
 CP2870.Superseded values are not recommended for survey control.
 CP2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2870.See file dsdata.txt to determine how the superseded data were derived.
 CP2870
 CP2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5380204296(NAD 83)
 CP2870_MARKER: DS = TRIANGULATION STATION DISK
 CP2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2870
 CP2870  HISTORY     - Date     Condition        Report By
 CP2870  HISTORY     - 1970     MONUMENTED       NGS
 CP2870
 CP2870                          STATION DESCRIPTION
 CP2870
 CP2870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2870'NO MEASUREMENT BETWEEN RMS, DUE TO MOUND OBSTRUCTING THE LINE.
 CP2870'
 CP2870'THE STATION IS LOCATED 8-1/4 MILES NORTH AND 3 MILES EAST OF
 CP2870'WAVERLY AND 3 MILES SOUTHEAST OF MONTICELLO, IN THE NORTHEAST
 CP2870'QUARTER OF SECTION 8, T 18 N, R 11 E, ON PROPERTY OWNED BY
 CP2870'MR. W.E. BULLOCK WHO LIVES 0.4 MILE EAST OF THE STATION, HIS
 CP2870'PHONE NUMBER IS AL-2076 LAKE PROVIDENCE.
 CP2870'
 CP2870'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP2870'STATE HIGHWAY 577 ON THE EAST SIDE OF JOES BAYOU IN WAVERLY, GO
 CP2870'NORTH ON HIGHWAY 577 FOR 1.5 MILES TO ROAD FORK AND JUNCTION WITH
 CP2870'STATE HIGHWAY 579.  TAKE THE RIGHT FORK AND GO NORTHERLY ON
 CP2870'HIGHWAY 579 FOR 8.35 MILES TO THE MADISON-EAST CARROLL PARISH
 CP2870'LINE.  CONTINUE NORTH ON HIGHWAY 579 FOR 1.05 MILES TO A SIDE
 CP2870'ROAD RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON GRAVELED ROAD
 CP2870'FOR 1.6 MILES TO A DRIVEWAY ON THE RIGHT LEADING TO A TENANT
 CP2870'HOUSE ON THE TOP OF AN INDIAN MOUND.  TURN RIGHT AND GO EAST ON
 CP2870'THE DRIVEWAY FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CP2870'
 CP2870'STATION MARKS ARE STANDARD DISKS STAMPED JOE 1970, THE SURFACE
 CP2870'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2870'THAT IS 21 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 79.6
 CP2870'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE TENANT HOUSE, 48
 CP2870'FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 40.6 FEET SOUTHEAST
 CP2870'OF A 30-INCH PECAN TREE.  THE UNDERGROUND DISK IS SET IN AN
 CP2870'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 CP2870'GROUND.
 CP2870'
 CP2870'REFERENCE MARK ONE IS A STANDARD DISK STAMPED JOE NO 1 1970,
 CP2870'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2870'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56.5 FEET NORTH
 CP2870'OF THE NORTHWEST CORNER OF THE TENANT HOUSE AND 7 FEET NORTH
 CP2870'OF A 40-INCH OAK TREE.
 CP2870'
 CP2870'REFERENCE MARK TWO IS A STANDARD DISK STAMPED JOE NO 2 1970,
 CP2870'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2870'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 80 FEET WEST OF THE
 CP2870'NORTHWEST CORNER OF THE TENANT HOUSE, 40 FEET SOUTH OF THE CENTER
 CP2870'OF THE DRIVEWAY AND 3 FEET WEST OF A POWER POLE.
 CP2870'
 CP2870'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOE 1970, SET IN THE
 CP2870'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2870'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 38 FEET NORTH OF
 CP2870'THE CENTER OF A PAVED ROAD, 5 FEET WEST OF A METAL WITNESS POST
 CP2870'AND 1.5 FEET WEST OF POWER POLE NUMBER 16.
 CP2870'
 CP2870'TO REACH THE AZIMUTH MARK FROM THE WEST END OF THE DRIVEWAY,
 CP2870'0.05 MILE WEST OF THE STATION, GO NORTH ON THE GRAVELED ROAD FOR
 CP2870'0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON THE PAVED ROAD
 CP2870'FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP2870'
 CP2870'HEIGHT OF LIGHT ABOVE STATION MARK 39.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1292 ***********************************************************************
 AT1292  DESIGNATION -  JOE 1934
 AT1292  PID         -  AT1292
 AT1292  STATE/COUNTY-  LA/PLAQUEMINES
 AT1292  USGS QUAD   -  HAPPY JACK (1992)
 AT1292
 AT1292                         *CURRENT SURVEY CONTROL
 AT1292  ___________________________________________________________________
 AT1292* NAD 83(1992)-  29 34 21.85770(N)    089 41 34.11486(W)     ADJUSTED  
 AT1292* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1292  **This station is located in a subsidence area (see below).
 AT1292  ___________________________________________________________________
 AT1292  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AT1292  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AT1292
 AT1292  HORZ ORDER  -  THIRD
 AT1292
 AT1292.The horizontal coordinates were established by classical geodetic methods
 AT1292.and adjusted by the National Geodetic Survey in May 1994..
 AT1292
 AT1292 ** The orthometric height has not been validated since last determined
 AT1292 ** by differential leveling and should not be used for control purposes.
 AT1292 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1292 ** area with valid NAVD 88 orthometric heights.
 AT1292 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1292 ** epoch indicated which incorporates improved geoid heights for the
 AT1292 ** Southern Louisiana Subsidence area.
 AT1292 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1292.The orthometric height was scaled from a topographic map.
 AT1292
 AT1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1292
 AT1292.The geoid height was determined by GEOID03.
 AT1292
 AT1292;                    North         East     Units Scale Factor Converg.
 AT1292;SPC LA S     -   120,045.842 1,158,948.854   MT  0.99995348   +0 49 13.0
 AT1292;SPC LA S     -   393,850.40  3,802,318.03   sFT  0.99995348   +0 49 13.0
 AT1292;UTM  16      - 3,274,469.683   239,129.811   MT  1.00043978   -1 19 47.0
 AT1292
 AT1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1292!SPC LA S     -   1.00000389  x   0.99995348  =   0.99995737
 AT1292!UTM  16      -   1.00000389  x   1.00043978  =   1.00044367
 AT1292
 AT1292                          SUPERSEDED SURVEY CONTROL
 AT1292
 AT1292  NAD 83(1992)-  29 34 21.85761(N)    089 41 34.11507(W) AD(       ) 3
 AT1292  NAD 83(1986)-  29 34 21.86740(N)    089 41 34.11990(W) AD(       ) 3
 AT1292  NAD 27      -  29 34 21.09600(N)    089 41 33.90100(W) AD(       ) 3
 AT1292
 AT1292.Superseded values are not recommended for survey control.
 AT1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1292.See file dsdata.txt to determine how the superseded data were derived.
 AT1292
 AT1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3913074470(NAD 83)
 AT1292_MARKER: DS = TRIANGULATION STATION DISK
 AT1292_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1292_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1292
 AT1292  HISTORY     - Date     Condition        Report By
 AT1292  HISTORY     - 1934     MONUMENTED       CGS
 AT1292
 AT1292                          STATION DESCRIPTION
 AT1292
 AT1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1292'IN THE EXTREME
 AT1292'WESTERN END OF
 AT1292'AMERICAN BAY, AT THE MOUTH OF A SMALL BAYOU, IN
 AT1292'HARD MARSH GROUND AMONG MANGROVE
 AT1292'BUSHES ON THE NORTHERN POINT
 AT1292'FORMED BY THE MOUTH OF THE BAYOU, 29 METERS (95
 AT1292'FEET) SW OF THE
 AT1292'SHORE OF THE BAY, AND 36 METERS (118 FEET) FROM THE BAYOU.  THE
 AT1292'STATION IS
 AT1292'MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 AT1292'TOP OF A TILE.
 AT1292'REFERENCE MARK NO. 1 IS A
 AT1292'STANDARD BRONZE REFERENCE DISK SET IN CONCRETE,
 AT1292'IS IN HARD MARSH GROUND 13.263 METERS (43.51 FEET) FROM
 AT1292'THE STATION.
 AT1292'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE
 AT1292'DISK SET IN CONCRETE, IN HARD MARSH
 AT1292'GROUND 10.461 METERS (34.32 FEET) FROM THE
 AT1292'STATION.  THE DISTANCE
 AT1292'BETWEEN THE REFERENCE MARKS IS 16.592 METERS (54.44 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2655 ***********************************************************************
 BH2655  DESIGNATION -  JOHN
 BH2655  PID         -  BH2655
 BH2655  STATE/COUNTY-  LA/ST BERNARD
 BH2655  USGS QUAD   -  THREE MILE BAY (1994)
 BH2655
 BH2655                         *CURRENT SURVEY CONTROL
 BH2655  ___________________________________________________________________
 BH2655* NAD 83(1992)-  30 03 54.77408(N)    089 19 23.40951(W)     ADJUSTED  
 BH2655* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2655  ___________________________________________________________________
 BH2655  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BH2655  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BH2655
 BH2655  HORZ ORDER  -  SECOND
 BH2655
 BH2655.The horizontal coordinates were established by classical geodetic methods
 BH2655.and adjusted by the National Geodetic Survey in May 1994..
 BH2655
 BH2655.The orthometric height was scaled from a topographic map.
 BH2655
 BH2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2655
 BH2655.The geoid height was determined by GEOID03.
 BH2655
 BH2655;                    North         East     Units Scale Factor Converg.
 BH2655;SPC LA S     -   175,195.082 1,193,802.097   MT  0.99992637   +1 00 18.4
 BH2655;SPC LA S     -   574,785.86  3,916,665.71   sFT  0.99992637   +1 00 18.4
 BH2655;UTM  16      - 3,328,287.109   276,051.559   MT  1.00021880   -1 09 51.7
 BH2655
 BH2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2655!SPC LA S     -   1.00000418  x   0.99992637  =   0.99993055
 BH2655!UTM  16      -   1.00000418  x   1.00021880  =   1.00022298
 BH2655
 BH2655|---------------------------------------------------------------------|
 BH2655| PID    Reference Object                     Distance      Geod. Az  |
 BH2655|                                                           dddmmss.s |
 BH2655| DD8989 JOHN RM 1                            39.250 METERS 20928     |
 BH2655| BH2683 LAKE BORGNE LIGHTHOUSE              APPROX.18.0 KM 3115636.4 |
 BH2655| DD8990 JOHN RM 2                            38.493 METERS 32543     |
 BH2655|---------------------------------------------------------------------|
 BH2655
 BH2655                          SUPERSEDED SURVEY CONTROL
 BH2655
 BH2655  NAD 83(1992)-  30 03 54.78599(N)    089 19 23.40266(W) AD(       ) 2
 BH2655  NAD 83(1986)-  30 03 54.78664(N)    089 19 23.40335(W) AD(       ) 2
 BH2655  NAD 27      -  30 03 54.06500(N)    089 19 23.24500(W) AD(       ) 2
 BH2655
 BH2655.Superseded values are not recommended for survey control.
 BH2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2655.See file dsdata.txt to determine how the superseded data were derived.
 BH2655
 BH2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7605228287(NAD 83)
 BH2655_MARKER: DS = TRIANGULATION STATION DISK
 BH2655_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2655_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2655
 BH2655  HISTORY     - Date     Condition        Report By
 BH2655  HISTORY     - 1934     MONUMENTED       CGS
 BH2655  HISTORY     - 1952     GOOD             CGS
 BH2655  HISTORY     - 1955     GOOD             CGS
 BH2655  HISTORY     - 1971     MARK NOT FOUND   NGS
 BH2655
 BH2655                          STATION DESCRIPTION
 BH2655
 BH2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2655'IN THE MARSH ON THE S SHORE OF MISSISSIPPI SOUND, 138 METERS S OF
 BH2655'POINT ON W SIDE OF MOUTH OF JOHNSON BAYOU, 29 METERS W OF SHORE LINE
 BH2655'OF JOHNSON BAYOU.
 BH2655'
 BH2655'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 BH2655'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS
 BH2655'SET IN CONCRETE IN THE TOP OF A TILE.
 BH2655'
 BH2655'MARKS IN 8-INCH DRAIN TILE PROJECT ABOUT 1 FOOT ABOVE THE SURFACE OF
 BH2655'THE MARSH.
 BH2655'
 BH2655'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 BH2655
 BH2655                          STATION RECOVERY (1952)
 BH2655
 BH2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2655'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. ORIGINAL
 BH2655'DESCRIPTION ADEQUATE EXCEPT THAT SHORELINE OF JOHNSON BAYOU IS NOW
 BH2655'26 FEET N 55 DEG E.
 BH2655
 BH2655                          STATION RECOVERY (1955)
 BH2655
 BH2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 BH2655'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. ORIGINAL
 BH2655'DESCRIPTION ADEQUATE, EXCEPT THAT THE SHORELINE OF JOHNSON BAYOU IS
 BH2655'NOW 10 FT. IN AZIMUTH 50 DEG.
 BH2655
 BH2655                          STATION RECOVERY (1971)
 BH2655
 BH2655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2655'STATION PLOTS IN THE WATER.  PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0927 ***********************************************************************
 AV0927  DESIGNATION -  JOHN 1933
 AV0927  PID         -  AV0927
 AV0927  STATE/COUNTY-  LA/CAMERON
 AV0927  USGS QUAD   -  WEST OF JOHNSON BAYOU (1993)
 AV0927
 AV0927                         *CURRENT SURVEY CONTROL
 AV0927  ___________________________________________________________________
 AV0927* NAD 83(1992)-  29 49 09.79077(N)    093 45 42.59324(W)     ADJUSTED  
 AV0927* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0927  ___________________________________________________________________
 AV0927  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AV0927  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AV0927
 AV0927  HORZ ORDER  -  THIRD
 AV0927
 AV0927.The horizontal coordinates were established by classical geodetic methods
 AV0927.and adjusted by the National Geodetic Survey in February 1996..
 AV0927
 AV0927.The orthometric height was scaled from a topographic map.
 AV0927
 AV0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0927
 AV0927.The geoid height was determined by GEOID03.
 AV0927
 AV0927;                    North         East     Units Scale Factor Converg.
 AV0927;SPC LA S     -   148,733.851   765,293.938   MT  0.99993073   -1 12 51.4
 AV0927;SPC LA S     -   487,970.98  2,510,801.86   sFT  0.99993073   -1 12 51.4
 AV0927;UTM  15      - 3,299,015.531   426,389.326   MT  0.99966685   -0 22 43.9
 AV0927
 AV0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0927!SPC LA S     -   1.00000410  x   0.99993073  =   0.99993483
 AV0927!UTM  15      -   1.00000410  x   0.99966685  =   0.99967095
 AV0927
 AV0927                          SUPERSEDED SURVEY CONTROL
 AV0927
 AV0927  NAD 83(1992)-  29 49 09.79062(N)    093 45 42.59325(W) AD(       ) 3
 AV0927  NAD 83(1986)-  29 49 09.81238(N)    093 45 42.57796(W) AD(       ) 3
 AV0927  NAD 27      -  29 49 09.02100(N)    093 45 41.99300(W) AD(       ) 3
 AV0927
 AV0927.Superseded values are not recommended for survey control.
 AV0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0927.See file dsdata.txt to determine how the superseded data were derived.
 AV0927
 AV0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2638999016(NAD 83)
 AV0927_MARKER: DS = TRIANGULATION STATION DISK
 AV0927_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0927_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0927
 AV0927  HISTORY     - Date     Condition        Report By
 AV0927  HISTORY     - 1933     MONUMENTED       CGS
 AV0927  HISTORY     - 1963     GOOD             CGS
 AV0927
 AV0927                          STATION DESCRIPTION
 AV0927
 AV0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0927'STATION IS LOCATED ON THE W BANK OF JOHNSON BAYOU ABOUT 3
 AV0927'MILES FROM THE MOUTH, 75 METERS INSHORE IN HARD MARSH.  IT
 AV0927'IS LOCATED ON THE OPPOSITE BANK OF THE BAYOU FROM A GROUP
 AV0927'OF TEN TREES.  THESE ARE ONLY TREES IN VICINITY.
 AV0927'
 AV0927'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT
 AV0927'THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO
 AV0927'THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AV0927'
 AV0927'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE
 AV0927'BLOCKS OF CONCRETE CAST AROUND 2 BY 4 CYPRESS STAKES DRIVEN
 AV0927'INTO THE MARSH.
 AV0927'
 AV0927'REFERENCE MARK NO. 1 IS 20.695 METERS FROM STATION IN AZIMUTH
 AV0927'290 DEG MAGNETIC.
 AV0927'
 AV0927'REFERENCE MARK NO. 2 IS 16.961 METERS FROM STATION IN
 AV0927'AZIMUTH 205 DEG MAGNETIC.
 AV0927'
 AV0927'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 AV0927
 AV0927                          STATION RECOVERY (1963)
 AV0927
 AV0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AV0927'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AV0927'DESCRIBED IN THE ORIGINAL DESCRIPTION AND FOUND TO BE IN
 AV0927'GOOD CONDITION.
 AV0927'
 AV0927'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 AV0927'THE STATION IS IN CAMERON PARISH, NOT CALCASIEU PARISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2654 ***********************************************************************
 BH2654  DESIGNATION -  JOHN 2
 BH2654  PID         -  BH2654
 BH2654  STATE/COUNTY-  LA/ST BERNARD
 BH2654  USGS QUAD   -  THREE MILE BAY (1994)
 BH2654
 BH2654                         *CURRENT SURVEY CONTROL
 BH2654  ___________________________________________________________________
 BH2654* NAD 83(1992)-  30 03 50.59795(N)    089 19 26.61262(W)     ADJUSTED  
 BH2654* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 BH2654  ___________________________________________________________________
 BH2654  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BH2654  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BH2654
 BH2654  HORZ ORDER  -  SECOND
 BH2654
 BH2654.The horizontal coordinates were established by classical geodetic methods
 BH2654.and adjusted by the National Geodetic Survey in May 1994..
 BH2654
 BH2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2654
 BH2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2654
 BH2654.The geoid height was determined by GEOID03.
 BH2654
 BH2654;                    North         East     Units Scale Factor Converg.
 BH2654;SPC LA S     -   175,065.012 1,193,718.579   MT  0.99992635   +1 00 16.8
 BH2654;SPC LA S     -   574,359.13  3,916,391.70   sFT  0.99992635   +1 00 16.8
 BH2654;UTM  16      - 3,328,160.257   275,963.151   MT  1.00021929   -1 09 53.2
 BH2654
 BH2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2654!SPC LA S     -   1.00000399  x   0.99992635  =   0.99993034
 BH2654!UTM  16      -   1.00000399  x   1.00021929  =   1.00022328
 BH2654
 BH2654|---------------------------------------------------------------------|
 BH2654| PID    Reference Object                     Distance      Geod. Az  |
 BH2654|                                                           dddmmss.s |
 BH2654| DD8992 JOHN 2 RM 3                          16.359 METERS 06041     |
 BH2654| DD8993 JOHN 2 RM 4                          14.218 METERS 16042     |
 BH2654| BH2656 THREE MILE PASS LIGHT               APPROX. 3.4 KM 2514745.7 |
 BH2654|---------------------------------------------------------------------|
 BH2654
 BH2654                          SUPERSEDED SURVEY CONTROL
 BH2654
 BH2654  NAD 83(1992)-  30 03 50.60987(N)    089 19 26.60479(W) AD(       ) 2
 BH2654  NAD 83(1986)-  30 03 50.61066(N)    089 19 26.60537(W) AD(       ) 2
 BH2654  NAD 27      -  30 03 49.88832(N)    089 19 26.44729(W) AD(       ) 2
 BH2654  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 BH2654
 BH2654.Superseded values are not recommended for survey control.
 BH2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2654.See file dsdata.txt to determine how the superseded data were derived.
 BH2654
 BH2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7596328160(NAD 83)
 BH2654_MARKER: DS = TRIANGULATION STATION DISK
 BH2654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2654+WITH SETTING: INFORMATION.
 BH2654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2654
 BH2654  HISTORY     - Date     Condition        Report By
 BH2654  HISTORY     - 1966     MONUMENTED       CGS
 BH2654  HISTORY     - 1969     GOOD             CGS
 BH2654  HISTORY     - 1969     GOOD             CGS
 BH2654  HISTORY     - 1971     GOOD             NGS
 BH2654
 BH2654                          STATION DESCRIPTION
 BH2654
 BH2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2654'STATION IS ON A MARSHY AREA NEAR THE SOUTHWEST SECTION OF
 BH2654'MISSISSIPPI SOUND, ABOUT 250 FEET SOUTHWEST OF THE MOUTH OF JOHNSON
 BH2654'BAYOU, 6-1/2 MILES SOUTHEAST OF GRAND ISLAND AND 15-1/2 MILES SOUTH
 BH2654'OF BAY ST. LOUIS, MISSISSIPPI.
 BH2654'
 BH2654'STATION IS A STANDARD DISK STAMPED JOHN 2 1966, CRIMPED TO THE TOP
 BH2654'OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG, ENCASED IN A 4
 BH2654'INCH ORANGEBURG PIPE WHICH PROJECTS 1.7 FEET ABOVE THE SURFACE OF
 BH2654'THE GROUND. IT IS 4.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 BH2654'ABOUT 250 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF MISSISSIPPI
 BH2654'SOUND AND ABOUT 250 FEET SOUTHWEST OF JOHNSON BAYOU.
 BH2654'
 BH2654'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED JOHN 2 NO 3 1966,
 BH2654'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2654'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.3
 BH2654'FEET ABOVE THE SURFACE OF THE GROUND. IT IS 54.7 FEET
 BH2654'EAST-NORTHEAST OF THE METAL WITNESS POST.
 BH2654'
 BH2654'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED JOHN 2 NO 4 1966,
 BH2654'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2654'LONG, ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.4 FEET
 BH2654'ABOVE THE SURFACE OF THE GROUND. IT IS 51 FEET NORTH-NORTHWEST OF
 BH2654'THE METAL WITNESS POST.
 BH2654'
 BH2654'NOTE--STATION CAN BE REACHED BY BOAT, FLOAT PLANE OR HELICOPTER.
 BH2654
 BH2654                          STATION RECOVERY (1969)
 BH2654
 BH2654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2654'STATION MARK AND REFERENCE MARKS 3 AND 4 WERE FOUND IN GOOD
 BH2654'CONDITION.  THE 1966 DESCRIPTION BY V. C. DURR IS CONSIDERED
 BH2654'ADEQUATE FOR FUTURE RECOVERY.
 BH2654'
 BH2654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2654'15-1/2 MILES SOUTH OF BAY ST. LOUIS, MISSISSIPPI.
 BH2654
 BH2654                          STATION RECOVERY (1969)
 BH2654
 BH2654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2654'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD
 BH2654'CONDITION AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS
 BH2654'NEARBY IN GOOD CONDITION.
 BH2654
 BH2654                          STATION RECOVERY (1971)
 BH2654
 BH2654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2654'STATION MARK AND REFERENCE MARKS NOS. 3 AND 4 WERE RECOVERED IN GOOD
 BH2654'CONDITION.  DESCRIPTION BY V.C. DURR IN 1966 ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1332 ***********************************************************************
 CP1332  DESIGNATION -  JOHNSON
 CP1332  PID         -  CP1332
 CP1332  STATE/COUNTY-  LA/MADISON
 CP1332  USGS QUAD   -  MOUND (1973)
 CP1332
 CP1332                         *CURRENT SURVEY CONTROL
 CP1332  ___________________________________________________________________
 CP1332* NAD 83(1992)-  32 21 12.53621(N)    091 04 13.30274(W)     ADJUSTED  
 CP1332* NAVD 88     -        27.751  (meters)      91.05   (feet)  ADJUSTED  
 CP1332  ___________________________________________________________________
 CP1332  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CP1332  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP1332  DYNAMIC HT  -          27.719 (meters)      90.94  (feet)  COMP
 CP1332  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CP1332
 CP1332  HORZ ORDER  -  FIRST
 CP1332  VERT ORDER  -  FIRST     CLASS I
 CP1332
 CP1332.The horizontal coordinates were established by classical geodetic methods
 CP1332.and adjusted by the National Geodetic Survey in May 1994..
 CP1332
 CP1332.The orthometric height was determined by differential leveling
 CP1332.and adjusted by the National Geodetic Survey in June 1991..
 CP1332
 CP1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1332
 CP1332.The geoid height was determined by GEOID03.
 CP1332
 CP1332.The dynamic height is computed by dividing the NAVD 88
 CP1332.geopotential number by the normal gravity value computed on the
 CP1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1332.degrees latitude (g = 980.6199 gals.).
 CP1332
 CP1332.The modeled gravity was interpolated from observed gravity values.
 CP1332
 CP1332;                    North         East     Units Scale Factor Converg.
 CP1332;SPC LA N     -   206,394.729 1,134,558.656   MT  0.99994357   +0 45 21.1
 CP1332;SPC LA N     -   677,146.71  3,722,297.86   sFT  0.99994357   +0 45 21.1
 CP1332;SPC MS W     -   316,583.742   630,627.017   MT  1.00000933   -0 23 39.9
 CP1332;SPC MS W     - 1,038,658.49  2,068,982.14   sFT  1.00000933   -0 23 39.9
 CP1332;UTM  15      - 3,581,254.269   681,576.690   MT  1.00000659   +1 01 58.5
 CP1332
 CP1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1332!SPC LA N     -   0.99999981  x   0.99994357  =   0.99994338
 CP1332!SPC MS W     -   0.99999981  x   1.00000933  =   1.00000914
 CP1332!UTM  15      -   0.99999981  x   1.00000659  =   1.00000640
 CP1332
 CP1332|---------------------------------------------------------------------|
 CP1332| PID    Reference Object                     Distance      Geod. Az  |
 CP1332|                                                           dddmmss.s |
 CP1332| CP1333 JOHNSON RM 1                         39.930 METERS 13052     |
 CP1332| CP2923 CALLMAN                             APPROX. 3.5 KM 2030700.2 |
 CP1332| CP2938 TALLULAH LA PWR AND LT CO TANK      APPROX.12.7 KM 2981658.1 |
 CP1332| CP1331 JOHNSON RM 2                         51.380 METERS 34425     |
 CP1332|---------------------------------------------------------------------|
 CP1332
 CP1332                          SUPERSEDED SURVEY CONTROL
 CP1332
 CP1332  NAD 83(1992)-  32 21 12.54643(N)    091 04 13.30023(W) AD(       ) 1
 CP1332  NAD 83(1986)-  32 21 12.54837(N)    091 04 13.29851(W) AD(       ) 1
 CP1332  NAD 27      -  32 21 12.02400(N)    091 04 12.91000(W) AD(       ) 1
 CP1332  NGVD 29 (??/??/??)   27.750  (m)           91.04   (f) ADJUSTED    1 1
 CP1332
 CP1332.Superseded values are not recommended for survey control.
 CP1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1332.See file dsdata.txt to determine how the superseded data were derived.
 CP1332
 CP1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8157781254(NAD 83)
 CP1332_MARKER: DS = TRIANGULATION STATION DISK
 CP1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1332_STAMPING: JOHNSON 1929
 CP1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1332+STABILITY: SURFACE MOTION
 CP1332
 CP1332  HISTORY     - Date     Condition        Report By
 CP1332  HISTORY     - 1929     MONUMENTED       CGS
 CP1332  HISTORY     - 1936     GOOD             LAGS
 CP1332  HISTORY     - 1957     GOOD             CGS
 CP1332  HISTORY     - 1962     MARK NOT FOUND   USGS
 CP1332  HISTORY     - 1968     GOOD             CGS
 CP1332  HISTORY     - 1968     GOOD             NGS
 CP1332
 CP1332                          STATION DESCRIPTION
 CP1332
 CP1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP1332'ABOUT 1/2 MILE S OF RAILROAD FLAG STATION, THOMASTONE, AND
 CP1332'U.S. HIGHWAY 80, ON THE W SIDE OF WALNUT BAYOU, ON LAND
 CP1332'OWNED BY W.G. JOHNSON, 61 METERS (20 FEET) W OF CENTER LINE
 CP1332'OF SETTLEMENT ROAD LEADING ALONG W SIDE OF BAYOU, 37.8 METERS
 CP1332'(124 FEET) SE OF 24-INCH CHINABERRY TREE WHICH IS THE
 CP1332'SOUTHERNMOST OF GROUP OF THREE, 6.1 METERS (20 FEET) E OF GARDEN
 CP1332'FENCE, AND 22.40 METERS (73.5 FEET) NE OF NE CORNER OF
 CP1332'BRICK FIREPLACE ON THIRD CABIN S OF MR. JOHNSONS HOUSE.
 CP1332'
 CP1332'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CP1332'DISKS SET IN CONCRETE.
 CP1332'
 CP1332'REFERENCE MARK NO. 1 IS 6.7 METERS (22 FEET) E OF CENTER LINE
 CP1332'OF ROAD, 23.2 METERS (76 FEET) ESE OF 24-INCH COTTONWOOD TREE,
 CP1332'AND 39.93 METERS (131.0 FEET) FROM STATION IN AZIMUTH 310 DEG
 CP1332'52 MIN.
 CP1332'
 CP1332'REFERENCE MARK NO. 2 IS 5.2 METERS (17 FEET) E OF CENTER
 CP1332'LINE OF ROAD, 18.9 METERS (62 FEET) NE OF CHINABERRY TREE
 CP1332'MENTIONED ABOVE, 25.6 METERS (84 FEET) SSE OF GARDEN FENCE
 CP1332'CORNER, 24.7 METERS (81 FEET) SE OF CENTER OF OLD WINDMILL,
 CP1332'AND 51.38 METERS (168.6 FEET) FROM STATION IN AZIMUTH 164 DEG
 CP1332'25 MIN.
 CP1332
 CP1332                          STATION RECOVERY (1936)
 CP1332
 CP1332'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP1332'RECOVERED AS DESCRIBED.  IN GOOD CONDITION.
 CP1332
 CP1332                          STATION RECOVERY (1957)
 CP1332
 CP1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JAW)
 CP1332'THE STATION AND REFERENCE MARKS WERE RECOVERED.  THE MARKS
 CP1332'ARE ALL IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 CP1332'ADEQUATE.  ALL MARKS ARE SITUATED INSIDE CULTIVATED LAND
 CP1332'WEST OF THE BAYOU AND EAST OF GRAVEL ROAD.  THE STATION
 CP1332'MARK IS FLUSH WITH THE SURFACE.  REFERENCE MARKS 1 AND 2
 CP1332'PROJECT 10 INCHES.
 CP1332
 CP1332                          STATION RECOVERY (1962)
 CP1332
 CP1332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CP1332'STATION NOT FOUND.  IN PLOWED FIELD.
 CP1332'
 CP1332'THOMASTOWN, 0.5 MI SOUTH OF.  NEAR CENTER OF S 1/2 SEC 38
 CP1332'T16N, R14E.  0.5 MI SOUTH OF U.S. HWY 80.  70 FT WEST OF WEST EDGE
 CP1332'WALNUT BAYOU.  70 FT EAST OF C/L GRAVEL RD.  DUE WEST OF NORTH END
 CP1332'SCHOOL EAST OF BAYOU.  IN CONCRETE POST.  STD TABLET, STAMPED
 CP1332'JOHNSON R.M. NO. 2 1929, 1931, 1936.
 CP1332'
 CP1332'R.M. 1 IS 287.18 FT SSE OF R.M. 2--246 FT E OF C/L GRAVEL RD.
 CP1332'DUE EAST OF HOUSE WEST OF RD.  76 FT ESE OF 4-FT COTTONWOOD.
 CP1332'IN CONCRETE POST.  STD TABLET, STAMPED JOHNSON R.M. NO. 1
 CP1332'1929, 1931, 1936.
 CP1332
 CP1332                          STATION RECOVERY (1968)
 CP1332
 CP1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JGC)
 CP1332'THE STATION MARK, STAMPED JOHNSON 1929, IS ABOUT 7.75 MILES EAST
 CP1332'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE AT TALLULAH,
 CP1332'THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD, THENCE 0.25 MILE
 CP1332'SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 38, T 16 N, R 14 E, 143
 CP1332'FEET EAST OF THE CENTER LINE OF THE ROAD, 111 FEET EAST OF THE
 CP1332'MORE NORTHERLY OF 2 30-INCH PECAN TREES, 86 FEET NORTH OF A 40-INCH
 CP1332'COTTONWOOD TREE, 51 FEET WEST OF A FENCE, 168.53 FEET SOUTHEAST
 CP1332'OF RM 2, 130.97 FEET NORTHWEST OF RM 1, 1.0 FOOT NORTH OF A METAL
 CP1332'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CP1332'A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE
 CP1332'GROUND.
 CP1332'
 CP1332'RM 1, STAMPED JOHNSON NO 1 1929, IS 130.97 FEET SOUTHEAST OF THE
 CP1332'STATION MARK, 246 FEET EAST OF THE CENTER LINE OF THE ROAD, 76 FEET
 CP1332'EAST OF A 48-INCH COTTONWOOD TREE, 3-1/2 FEET EAST OF A FENCE,
 CP1332'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CP1332'WHICH PROJECTS 14 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1332'
 CP1332'RM 2, STAMPED JOHNSON NO 2 1929, IS 160.53 FEET NORTHWEST OF THE
 CP1332'STATION MARK, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 53 FEET
 CP1332'WEST OF A FENCE, 87 FEET SOUTHEAST OF A 16-INCH PECAN TREE, 45 FEET
 CP1332'EAST OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 CP1332'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CP1332'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1332'
 CP1332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.1 MILES EAST.
 CP1332
 CP1332                          STATION RECOVERY (1968)
 CP1332
 CP1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1332'8.1 MI E FROM TALLULAH.
 CP1332'7.75 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1332'COURTHOUSE AT TALLULAH, THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD,
 CP1332'THENCE 0.25 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 38, T 16
 CP1332'N, R 14 E, 143 FEET EAST OF THE CENTER LINE OF THE ROAD, 111 FEET EAST
 CP1332'OF THE MORE NORTHERLY OF 2 30-INCH PECAN TREES, 86 FEET NORTH OF A
 CP1332'40-INCH COTTONWOOD TREE, 51 FEET WEST OF A FENCE, 168.53 FEET
 CP1332'SOUTHEAST OF JOHNSON RM 2, 130.97 FEET NORTHWEST OF JOHNSON RM 1, 1.0
 CP1332'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 CP1332'IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF
 CP1332'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4399 ***********************************************************************
 BJ4399  DESIGNATION -  JOHNSON
 BJ4399  PID         -  BJ4399
 BJ4399  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4399  USGS QUAD   -  LUTCHER (1994)
 BJ4399
 BJ4399                         *CURRENT SURVEY CONTROL
 BJ4399  ___________________________________________________________________
 BJ4399* NAD 83(1992)-  30 00 59.85553(N)    090 38 06.67827(W)     ADJUSTED  
 BJ4399* NAVD 88     -         4.18   (+/-2cm)      13.7  **(feet)  VERTCON   
 BJ4399  **This station is located in a subsidence area (see below).
 BJ4399  ___________________________________________________________________
 BJ4399  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4399  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BJ4399
 BJ4399  HORZ ORDER  -  FIRST
 BJ4399  VERT ORDER  -  THIRD ? (See Below)
 BJ4399
 BJ4399.The horizontal coordinates were established by classical geodetic methods
 BJ4399.and adjusted by the National Geodetic Survey in January 1993..
 BJ4399
 BJ4399 ** The orthometric height has not been validated since last determined
 BJ4399 ** by differential leveling and should not be used for control purposes.
 BJ4399 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4399 ** area with valid NAVD 88 orthometric heights.
 BJ4399 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4399 ** epoch indicated which incorporates improved geoid heights for the
 BJ4399 ** Southern Louisiana Subsidence area.
 BJ4399 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4399.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4399.The vertical order pertains to the NGVD 29 superseded value.
 BJ4399
 BJ4399.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4399
 BJ4399.The geoid height was determined by GEOID03.
 BJ4399
 BJ4399;                    North         East     Units Scale Factor Converg.
 BJ4399;SPC LA S     -   168,314.524 1,067,344.760   MT  0.99992578   +0 20 56.7
 BJ4399;SPC LA S     -   552,211.90  3,501,780.27   sFT  0.99992578   +0 20 56.7
 BJ4399;UTM  15      - 3,322,983.116   728,075.158   MT  1.00024183   +1 11 00.6
 BJ4399
 BJ4399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4399!SPC LA S     -   1.00000347  x   0.99992578  =   0.99992925
 BJ4399!UTM  15      -   1.00000347  x   1.00024183  =   1.00024530
 BJ4399
 BJ4399:                Primary Azimuth Mark                     Grid Az
 BJ4399:SPC LA S     -  RESERVE GODCHAUX REF SMALL STK           053 07 58.5
 BJ4399:UTM  15      -  RESERVE GODCHAUX REF SMALL STK           052 17 54.6
 BJ4399
 BJ4399|---------------------------------------------------------------------|
 BJ4399| PID    Reference Object                     Distance      Geod. Az  |
 BJ4399|                                                           dddmmss.s |
 BJ4399| BJ4373 RESERVE GODCHAUX REF SMALL STK      APPROX. 8.2 KM 0532855.2 |
 BJ4399| BJ4374 RESERVE GODCHAUX REF LARGE STK      APPROX. 8.2 KM 0534818.9 |
 BJ4399| BJ4375 RESERVE GODCHAUX SUGAR REF TK       APPROX. 8.1 KM 0544152.8 |
 BJ4399| BJ4379 EDGARD CATH CHURCH W SPIRE          APPROX. 8.0 KM 0670847.4 |
 BJ4399| BJ4369 EDGARD CATH CHURCH E SPIRE          APPROX. 8.0 KM 0670842.1 |
 BJ4399| BJ4419 JOHNSON 1930 RM 1                    22.225 METERS 06925     |
 BJ4399| CW1948 JOHNSON RM 2                                       1850528.8 |
 BJ4399| BJ4465 CONVENT ST MICHAELS CATH CH         APPROX.18.6 KM 2674358.7 |
 BJ4399| BJ4401 PAULINA ST JOSEPHS CH SPIRE         APPROX. 7.6 KM 2795939.0 |
 BJ4399| BJ4402 GRAMERCY COLONIAL SUGAR STACK       APPROX. 6.0 KM 3081407.4 |
 BJ4399| BJ4400 GRAMERCY COLONIAL SUGAR REF TK      APPROX. 6.0 KM 3081713.3 |
 BJ4399| BJ1644 GRAMERCY WEST BASE                  APPROX. 8.0 KM 3192225.5 |
 BJ4399|---------------------------------------------------------------------|
 BJ4399
 BJ4399                          SUPERSEDED SURVEY CONTROL
 BJ4399
 BJ4399  NAD 83(1986)-  30 00 59.87254(N)    090 38 06.68009(W) AD(       ) 1
 BJ4399  NAD 27      -  30 00 59.14268(N)    090 38 06.36102(W) AD(       ) 1
 BJ4399  NGVD 29 (07/19/86)    4.25   (m)           13.9    (f) LEVELING    3  
 BJ4399
 BJ4399.Superseded values are not recommended for survey control.
 BJ4399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4399.See file dsdata.txt to determine how the superseded data were derived.
 BJ4399
 BJ4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2807522983(NAD 83)
 BJ4399_MARKER: DS = TRIANGULATION STATION DISK
 BJ4399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4399
 BJ4399  HISTORY     - Date     Condition        Report By
 BJ4399  HISTORY     - 1930     MONUMENTED       CGS
 BJ4399  HISTORY     - 1937     GOOD             LAGS
 BJ4399  HISTORY     - 1955     GOOD             CGS
 BJ4399  HISTORY     - 1970     GOOD             NGS
 BJ4399  HISTORY     - 1973     SEE DESCRIPTION  NGS
 BJ4399
 BJ4399                          STATION DESCRIPTION
 BJ4399
 BJ4399'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 BJ4399'STATION IS S OF JOHNSON RAILROAD STATION, AND ABOUT 20 METERS
 BJ4399'(66 FEET) W OF PLANTATION ROAD LEADING S THEREFROM, 22.4
 BJ4399'METERS (73 FEET) SW OF THE SE CORNER OF ABANDONED BRICK SUGAR
 BJ4399'HOUSE, 10.0 METERS (33 FEET) N OF TRIPLE ELM TREE IN SMALL
 BJ4399'E-W DRAINAGE DITCH, AND 27.3 METERS (90 FEET) NW OF NW CORNER
 BJ4399'OF NORTHERNMOST CONCRETE GATEPOST ON E SIDE OF PLANTATION ROAD.
 BJ4399'
 BJ4399'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4399'DISKS SET IN CONCRETE.
 BJ4399'
 BJ4399'REFERENCE MARK NO. 1 IS 0.3 METER (1 FOOT) W OF WIRE FENCE,
 BJ4399'21.3 METERS (70 FEET) N OF NORTHERNMOST GATE POST, 20.6 METERS
 BJ4399'(68 FEET) SE OF SE CORNER OF OLD SUGAR HOUSE, AND 25.25 METERS
 BJ4399'(82.8 FEET) FROM STATION N 84 DEG 53 MIN E.
 BJ4399'
 BJ4399'REFERENCE MARK NO. 2 IS 6.4 METERS (21 FEET) E OF PLANTATION
 BJ4399'ROAD, 0.6 METER (2 FEET) W OF WOVEN WIRE FENCE, 6.7 METERS
 BJ4399'(22 FEET) N OF N GATE POST, AND ABOUT 340 METERS (1,115 FEET)
 BJ4399'FROM STATION S 5 DEG 05 MIN W.
 BJ4399
 BJ4399                          STATION RECOVERY (1937)
 BJ4399
 BJ4399'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BJ4399'STATION RECOVERED AS DESCRIBED.
 BJ4399
 BJ4399                          STATION RECOVERY (1955)
 BJ4399
 BJ4399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4399'THE STATION WAS VISITED.  THE STATION AND REFERENCE MARKS 1
 BJ4399'AND 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 IS
 BJ4399'OBSTRUCTED FROM THE STATION BY A BARN.  REFERENCE MARK 3 WAS
 BJ4399'ESTABLISHED AT THIS DATE.  A 3 M. ERROR WAS FOUND IN THE
 BJ4399'MEASUREMENT TO REFERENCE MARK 1.  THE SUGARHOUSE MENTIONED
 BJ4399'IN THE DESCRIPTION WAS BURNED DOWN, THE WALLS ARE STILL
 BJ4399'STANDING.  A NEW DESCRIPTION FOLLOWS--
 BJ4399'
 BJ4399'THE STATION IS LOCATED ABOUT 0.1 MI. S OF THE OLD RAILROAD
 BJ4399'STATION AT JOHNSON, ON PROPERTY OWNED AND OPERATED BY THE
 BJ4399'CAIRE AND GRAUGNARD, 52 FT. W OF THE CENTER OF A DIRT ROAD,
 BJ4399'123 FT. N OF THE N SIDE OF A LARGE RED TIN-ROOFED BARN, 118
 BJ4399'FT. W OF THE NW CORNER OF A LARGE QUONSET-TYPE BARN E OF THE
 BJ4399'ROAD, 89.5 FT. NW OF THE NW CONCRETE GATEPOST OF A GATE E
 BJ4399'OF THE ROAD, 59 FT. SW OF A GAS PUMP, AND 18 FT. E-SE OF THE
 BJ4399'SE CORNER OF AN OLD FRAME BUILDING.  IT IS A STANDARD DISK,
 BJ4399'STAMPED JOHNSON 1929 AND IS 1 IN. BELOW THE SURFACE OF THE
 BJ4399'GROUND
 BJ4399'
 BJ4399'REFERENCE MARK 1 IS 72.91 FT. E OF THE STATION, 20 FT. E OF
 BJ4399'THE CENTER OF A GRAVELED ROAD, 1 FT. W OF A FENCE LINE, 71
 BJ4399'FT. N OF THE N GATEPOST (CONCRETE POST), 41 FT. N OF THE
 BJ4399'EXTENDED TANGENT OF THE N SIDE OF THE QUONSET-TYPE BARN,
 BJ4399'AND 61.5 FT. SE OF THE GAS PUMP.  IT IS A STANDARD DISK, STAMPED
 BJ4399'JOHNSON NO 1 1929 AND IS FLUSH WITH THE GROUND.
 BJ4399'
 BJ4399'REFERENCE MARK 2 IS 0.2 MI. S OF THE STATION, 20 FT. E OF
 BJ4399'THE CENTER OF THE N-S GRAVELED ROAD, 22 FT. N OF THE N CONCRETE
 BJ4399'POST OF A GATE, AND 2 FT. W OF A FENCE LINE.  IT IS A STANDARD
 BJ4399'DISK, STAMPED JOHNSON NO 2 1929 AND IS FLUSH WITH THE GROUND
 BJ4399'
 BJ4399'REFERENCE MARK 3 IS 126.61 FT. S OF THE STATION, AT THE NE
 BJ4399'CORNER OF THE LARGE RED TIN BARN, 30 FT. W OF THE CENTER OF
 BJ4399'THE DIRT ROAD, 1 FT. E OF THE CONCRETE FOUNDATION OF THE BARN,
 BJ4399'AND 1.5 FT. SE OF THE NE CORNER OF THE BARN.  IT IS A STANDARD
 BJ4399'DISK, STAMPED JOHNSON NO 3 1929 AND PROJECTING 8 IN.
 BJ4399'
 BJ4399'TO REACH THE STATION FROM THE FERRY CROSSING IN LUTCHER, GO
 BJ4399'E ALONG THE S SIDE OF THE MISSISSIPPI RIVER (STATE HIGHWAY 18)
 BJ4399'FOR 4.7 MI. TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.4 MI.
 BJ4399'TO THE TEXAS AND PACIFIC RAILWAY TRACKS, CROSS THE TRACKS
 BJ4399'AND CONTINUE FOR 0.2 MI. TO THE MARK ON THE RIGHT AMONG A
 BJ4399'GROUP OF BUILDINGS.
 BJ4399
 BJ4399                          STATION RECOVERY (1970)
 BJ4399
 BJ4399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BJ4399'STATION MARK AND REFERENCE MARK NO. 1 AND NO. 2 AND NO. 3
 BJ4399'WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION BY R.A.E. IN
 BJ4399'1955 IS ADEQUATE FOR RECOVERY.
 BJ4399
 BJ4399                          STATION RECOVERY (1973)
 BJ4399
 BJ4399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4399'THE STATION MARK WAS FOUND TO BE LEANING AND WAS PULLED, THERE
 BJ4399'WAS NO UNDERGROUND DISK.  A NEW STATION MARK WAS ESTABLISHED
 BJ4399'NEAR THE SAME LOCATION.  REFERENCE MARKS 1 AND 3 WERE RECOVERED
 BJ4399'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 BJ4399'RECOVERED BUT HAS BEEN BADLY CHIPPED BY FARM EQUIPMENT AND IS
 BJ4399'NOT VISIBLE FROM THE GROUND.  A NEW REFERENCE MARK 4 WAS
 BJ4399'ESTABLISHED AT THIS DATE.
 BJ4399'
 BJ4399'FOR A ROUTE TO REACH THE STATION SITE SEE THE DESCRIPTION
 BJ4399'FOR JOHNSON 2 1972.
 BJ4399'
 BJ4399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BJ4399'SOUTHEAST OF GRAMERCY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6511 ***********************************************************************
 AH6511  DESIGNATION -  JOHNSON
 AH6511  PID         -  AH6511
 AH6511  STATE/COUNTY-  LA/TERREBONNE
 AH6511  USGS QUAD   -  THIBODAUX (1983)
 AH6511
 AH6511                         *CURRENT SURVEY CONTROL
 AH6511  ___________________________________________________________________
 AH6511* NAD 83(1992)-  29 45 50.30973(N)    090 48 55.11835(W)     ADJUSTED  
 AH6511* NAVD 88     -         3.9  **(meters)      13.   **(feet)  GPS OBS   
 AH6511  **This station is located in a subsidence area (see below).
 AH6511  ___________________________________________________________________
 AH6511  X           -     -78,848.846 (meters)                     COMP
 AH6511  Y           -  -5,540,711.592 (meters)                     COMP
 AH6511  Z           -   3,147,677.704 (meters)                     COMP
 AH6511  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6511  ELLIP HEIGHT-         -21.97  (meters)          (02/21/02) GPS OBS
 AH6511  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AH6511
 AH6511  HORZ ORDER  -  FIRST
 AH6511  ELLP ORDER  -  FIFTH     CLASS I
 AH6511
 AH6511.The horizontal coordinates were established by GPS observations
 AH6511.and adjusted by the National Geodetic Survey in December 1998..
 AH6511
 AH6511 ** The orthometric height has not been validated since last determined
 AH6511 ** by differential leveling and should not be used for control purposes.
 AH6511 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6511 ** area with valid NAVD 88 orthometric heights.
 AH6511 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6511 ** epoch indicated which incorporates improved geoid heights for the
 AH6511 ** Southern Louisiana Subsidence area.
 AH6511 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6511.The orthometric height was determined by GPS observations and a
 AH6511.high-resolution geoid model.
 AH6511
 AH6511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6511
 AH6511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6511
 AH6511.The ellipsoidal height was determined by GPS observations
 AH6511.and is referenced to NAD 83.
 AH6511
 AH6511.The geoid height was determined by GEOID03.
 AH6511
 AH6511;                    North         East     Units Scale Factor Converg.
 AH6511;SPC LA S     -   140,218.030 1,050,096.469   MT  0.99993424   +0 15 32.5
 AH6511;SPC LA S     -   460,031.99  3,445,191.50   sFT  0.99993424   +0 15 32.5
 AH6511;UTM  15      - 3,294,632.123   711,231.207   MT  1.00015055   +1 05 05.8
 AH6511
 AH6511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6511!SPC LA S     -   1.00000345  x   0.99993424  =   0.99993769
 AH6511!UTM  15      -   1.00000345  x   1.00015055  =   1.00015400
 AH6511
 AH6511                          SUPERSEDED SURVEY CONTROL
 AH6511
 AH6511  ELLIP H (12/17/98)  -21.95   (m)                       GP(       ) 4 2
 AH6511
 AH6511.Superseded values are not recommended for survey control.
 AH6511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6511.See file dsdata.txt to determine how the superseded data were derived.
 AH6511
 AH6511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1123194632(NAD 83)
 AH6511_MARKER: I = METAL ROD
 AH6511_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6511_STAMPING: JOHNSON
 AH6511_MARK LOGO: LA-109
 AH6511_PROJECTION: RECESSED 10 CENTIMETERS
 AH6511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6511+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6511_ROD/PIPE-DEPTH: 18.3 meters
 AH6511_SLEEVE-DEPTH  :  0.9 meters
 AH6511
 AH6511  HISTORY     - Date     Condition        Report By
 AH6511  HISTORY     - 1995     MONUMENTED       MPHI
 AH6511
 AH6511                          STATION DESCRIPTION
 AH6511
 AH6511'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6511'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6511'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6511'11.8 MI (19.0 KM) TO THE INTERSECTION OF HWY 20.  TRAVEL EAST ON HWY
 AH6511'20 FOR 1.7 MI (2.7 KM) AND THE STATION IS ON THE RIGHT.  THE STATION
 AH6511'IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 22.30
 AH6511'FT (6.80 M) EAST FROM THE CENTERLINE OF HWY 24, 168.0 FT (51.2 M)
 AH6511'SOUTH FROM THE CENTERLINE OF JOHNSTON RIDGE LANE, 70.80 FT (21.58 M)
 AH6511'NORTH FROM THE TELEPHONE PED. NO.16, 58.60 FT (17.86 M) NORTHEAST FROM
 AH6511'THE WEST SIDE OF THE CATCH BASIN, AND 73.0 FT (22.3 M) NORTHEAST FROM
 AH6511'THE EAST SIDE OF THE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4419 ***********************************************************************
 BJ4419  DESIGNATION -  JOHNSON 1930 RM 1
 BJ4419  PID         -  BJ4419
 BJ4419  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4419  USGS QUAD   -  LUTCHER (1994)
 BJ4419
 BJ4419                         *CURRENT SURVEY CONTROL
 BJ4419  ___________________________________________________________________
 BJ4419* NAD 83(1992)-  30 01 00.10925(N)    090 38 05.90182(W)     ADJUSTED  
 BJ4419* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BJ4419  **This station is located in a subsidence area (see below).
 BJ4419  ___________________________________________________________________
 BJ4419  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4419  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BJ4419
 BJ4419  HORZ ORDER  -  SECOND
 BJ4419
 BJ4419.The horizontal coordinates were established by classical geodetic methods
 BJ4419.and adjusted by the National Geodetic Survey in January 1993..
 BJ4419
 BJ4419 ** The orthometric height has not been validated since last determined
 BJ4419 ** by differential leveling and should not be used for control purposes.
 BJ4419 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4419 ** area with valid NAVD 88 orthometric heights.
 BJ4419 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4419 ** epoch indicated which incorporates improved geoid heights for the
 BJ4419 ** Southern Louisiana Subsidence area.
 BJ4419 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4419.The orthometric height was scaled from a topographic map.
 BJ4419
 BJ4419.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4419
 BJ4419.The geoid height was determined by GEOID03.
 BJ4419
 BJ4419;                    North         East     Units Scale Factor Converg.
 BJ4419;SPC LA S     -   168,322.463 1,067,365.517   MT  0.99992578   +0 20 57.1
 BJ4419;SPC LA S     -   552,237.95  3,501,848.37   sFT  0.99992578   +0 20 57.1
 BJ4419;UTM  15      - 3,322,991.359   728,095.804   MT  1.00024194   +1 11 01.0
 BJ4419
 BJ4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4419!SPC LA S     -   1.00000351  x   0.99992578  =   0.99992929
 BJ4419!UTM  15      -   1.00000351  x   1.00024194  =   1.00024545
 BJ4419
 BJ4419                          SUPERSEDED SURVEY CONTROL
 BJ4419
 BJ4419  NAD 83(1986)-  30 01 00.12613(N)    090 38 05.90355(W) AD(       ) 2
 BJ4419
 BJ4419.Superseded values are not recommended for survey control.
 BJ4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4419.See file dsdata.txt to determine how the superseded data were derived.
 BJ4419
 BJ4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2809622991(NAD 83)
 BJ4419_MARKER: DR = REFERENCE MARK DISK
 BJ4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4419_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4419+STABILITY: SURFACE MOTION
 BJ4419
 BJ4419  HISTORY     - Date     Condition        Report By
 BJ4419  HISTORY     - 1973     MONUMENTED       NGS
 BJ4419
 BJ4419                          STATION DESCRIPTION
 BJ4419
 BJ4419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4419'TO REACH THE STATION FROM THE POST OFFICE IN VACHERIE GO NORTH ON
 BJ4419'STATE HIGHWAY 20 FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 18.
 BJ4419'TURN RIGHT AND GO EAST ON STATE HIGHWAYS 18 AND 20 FOR 2.4
 BJ4419'MILES TO THE JUNCTION OF STATE HIGHWAY 20.  CONTINUE EASTERLY ON
 BJ4419'STATE HIGHWAY 18 FOR 4.7 MILES TO THE JUNCTION OF STATE HIGHWAY 639
 BJ4419'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 639 FOR
 BJ4419'0.4 MILE TO A RAILROAD CROSSING.
 BJ4419'
 BJ4419'CONTINUE SOUTH ON THE DIRT ROAD FOR 0.1 MILE TO STATION JOHNSON
 BJ4419'2 ON THE RIGHT.
 BJ4419'
 BJ4419'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JOHNSON NO 1 1929, SET
 BJ4419'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4419'THE GROUND SURFACE.  IT IS 20 FEET SOUTH OF THE CENTER OF THE DIRT
 BJ4419'ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4413 ***********************************************************************
 BJ4413  DESIGNATION -  JOHNSON 2
 BJ4413  PID         -  BJ4413
 BJ4413  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4413  USGS QUAD   -  LUTCHER (1994)
 BJ4413
 BJ4413                         *CURRENT SURVEY CONTROL
 BJ4413  ___________________________________________________________________
 BJ4413* NAD 83(1992)-  30 00 59.85304(N)    090 38 06.67726(W)     ADJUSTED  
 BJ4413* NAVD 88     -         3.7  **(meters)      12.   **(feet)  VERTCON   
 BJ4413  **This station is located in a subsidence area (see below).
 BJ4413  ___________________________________________________________________
 BJ4413  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4413  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BJ4413
 BJ4413  HORZ ORDER  -  FIRST
 BJ4413
 BJ4413.The horizontal coordinates were established by classical geodetic methods
 BJ4413.and adjusted by the National Geodetic Survey in January 1993..
 BJ4413
 BJ4413 ** The orthometric height has not been validated since last determined
 BJ4413 ** by differential leveling and should not be used for control purposes.
 BJ4413 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4413 ** area with valid NAVD 88 orthometric heights.
 BJ4413 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4413 ** epoch indicated which incorporates improved geoid heights for the
 BJ4413 ** Southern Louisiana Subsidence area.
 BJ4413 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4413.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4413
 BJ4413.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4413
 BJ4413.The geoid height was determined by GEOID03.
 BJ4413
 BJ4413;                    North         East     Units Scale Factor Converg.
 BJ4413;SPC LA S     -   168,314.447 1,067,344.787   MT  0.99992578   +0 20 56.7
 BJ4413;SPC LA S     -   552,211.65  3,501,780.36   sFT  0.99992578   +0 20 56.7
 BJ4413;UTM  15      - 3,322,983.040   728,075.187   MT  1.00024183   +1 11 00.6
 BJ4413
 BJ4413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4413!SPC LA S     -   1.00000354  x   0.99992578  =   0.99992932
 BJ4413!UTM  15      -   1.00000354  x   1.00024183  =   1.00024537
 BJ4413
 BJ4413:                Primary Azimuth Mark                     Grid Az
 BJ4413:SPC LA S     -  RESERVE GODCHAUX REF LARGE STK           053 27 20.3
 BJ4413:UTM  15      -  RESERVE GODCHAUX REF LARGE STK           052 37 16.4
 BJ4413
 BJ4413|---------------------------------------------------------------------|
 BJ4413| PID    Reference Object                     Distance      Geod. Az  |
 BJ4413|                                                           dddmmss.s |
 BJ4413| BJ4374 RESERVE GODCHAUX REF LARGE STK      APPROX. 8.2 KM 0534817.0 |
 BJ4413| CW1950 JOHNSON 2 RM 4                                     05654     |
 BJ4413| BJ4369 EDGARD CATH CHURCH E SPIRE          APPROX. 8.0 KM 0670840.0 |
 BJ4413| BJ4419 JOHNSON 1930 RM 1                    22.227 METERS 06913     |
 BJ4413| CW1949 JOHNSON RM 3                         38.588 METERS 16223     |
 BJ4413| CW1948 JOHNSON RM 2                                       1850530.8 |
 BJ4413|---------------------------------------------------------------------|
 BJ4413
 BJ4413                          SUPERSEDED SURVEY CONTROL
 BJ4413
 BJ4413  NAD 83(1986)-  30 00 59.86992(N)    090 38 06.67895(W) AD(       ) 1
 BJ4413  NAD 27      -  30 00 59.13969(N)    090 38 06.35983(W) AD(       ) 1
 BJ4413  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 BJ4413
 BJ4413.Superseded values are not recommended for survey control.
 BJ4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4413.See file dsdata.txt to determine how the superseded data were derived.
 BJ4413
 BJ4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2807522983(NAD 83)
 BJ4413_MARKER: DS = TRIANGULATION STATION DISK
 BJ4413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4413_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4413
 BJ4413  HISTORY     - Date     Condition        Report By
 BJ4413  HISTORY     - 1973     MONUMENTED       NGS
 BJ4413
 BJ4413                          STATION DESCRIPTION
 BJ4413
 BJ4413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4413'THE STATION IS LOCATED ABOUT 6 MILES EAST OF VACHERIE, 5 MILES WEST-
 BJ4413'SOUTHWEST OF EDGARD, 3.5 MILES SOUTHEAST OF GRAMERCY AND ON
 BJ4413'PROPERTY OWNED BY CAIRE AND GRAUGNARD, P O BOX 7, EDGARD,
 BJ4413'LOUISIANA, PHONE NUMBER 497-3351 OR 721-5725.
 BJ4413'
 BJ4413'TO REACH THE STATION FROM THE POST OFFICE IN VACHERIE GO NORTH ON
 BJ4413'STATE HIGHWAY 20 FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 18.
 BJ4413'TURN RIGHT AND GO EAST ON STATE HIGHWAYS 18 AND 20 FOR 2.4 MILES TO
 BJ4413'THE JUNCTION OF STATE HIGHWAY 20.  CONTINUE EASTERLY ON STATE
 BJ4413'HIGHWAY 18 FOR 4.7 MILES TO THE JUNCTION OF STATE HIGHWAY 639 ON THE
 BJ4413'RIGHT.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 639 FOR 0.4 MILE
 BJ4413'TO A RAILROAD CROSSING.  (TO REACH REFERENCE MARK 4 TURN LEFT
 BJ4413'AND GO EAST ALONG THE SOUTH SIDE OF THE TRACKS FOR 0.3 MILE TO THE
 BJ4413'MARK ON THE LEFT.) CONTINUE SOUTH ON THE DIRT ROAD FOR 0.1 MILE
 BJ4413'TO THE STATION ON THE RIGHT.  (TO REACH REFERENCE MARK 2 CONTINUE
 BJ4413'SOUTH ON THE DIRT ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.)
 BJ4413'
 BJ4413'THE STATION MARKS ARE STANDARD DISKS STAMPED JOHNSON 2 1972, THE
 BJ4413'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BJ4413'12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 BJ4413'128 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN, 75 FEET
 BJ4413'EAST OF THE CENTER OF A DRIVEWAY, 74 FEET NORTH OF A METAL WITNESS
 BJ4413'POST WITH SIGN, 54 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND
 BJ4413'18.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A SHED.  THE UNDERGROUND
 BJ4413'DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 BJ4413'
 BJ4413'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JOHNSON NO 1 1929, SET IN
 BJ4413'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4413'GROUND SURFACE.  IT IS 20 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 BJ4413'AND 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 BJ4413'
 BJ4413'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JOHNSON NO 2 1929, SET IN
 BJ4413'THE TOP OF A BADLY CHIPPED 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 BJ4413'FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET WEST-SOUTHWEST OF A
 BJ4413'DRAINAGE DITCH, 16 FEET NORTH-NORTHWEST OF A DRAINAGE DITCH, 15
 BJ4413'FEET EAST OF THE CENTER OF THE DIRT ROAD AND 13 FEET
 BJ4413'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 BJ4413'
 BJ4413'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JOHNSON NO 3 1929, SET IN
 BJ4413'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ4413'AND PROJECTS 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET NORTH
 BJ4413'OF THE CENTER OF A DIRT ROAD, 4 FEET NORTHWEST OF A POWER POLE,
 BJ4413'1.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A RED BARN AND 1.5 FEET
 BJ4413'EAST OF A METAL WITNESS POST WITH SIGN.
 BJ4413'
 BJ4413'REFERENCE MARK 4 IS A STANDARD DISK STAMPED JOHNSON 2 NO 4 1972, SET
 BJ4413'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 BJ4413'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 25
 BJ4413'FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 16 FEET NORTH OF THE
 BJ4413'CENTER OF A TRACK ROAD, 5.5 FEET WEST OF A TELEPHONE POLE AND 1.2
 BJ4413'FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 BJ4413'
 BJ4413'THE MEASUREMENTS TO THE REFERENCE MARKS WERE MADE HOLDING TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0933 ***********************************************************************
 AV0933  DESIGNATION -  JOHNSON BAYOU
 AV0933  PID         -  AV0933
 AV0933  STATE/COUNTY-  LA/CAMERON
 AV0933  USGS QUAD   -  WEST OF JOHNSON BAYOU (1993)
 AV0933
 AV0933                         *CURRENT SURVEY CONTROL
 AV0933  ___________________________________________________________________
 AV0933* NAD 83(1992)-  29 51 09.08943(N)    093 47 13.94074(W)     ADJUSTED  
 AV0933* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0933  ___________________________________________________________________
 AV0933  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AV0933  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AV0933
 AV0933  HORZ ORDER  -  SECOND
 AV0933
 AV0933.The horizontal coordinates were established by classical geodetic methods
 AV0933.and adjusted by the National Geodetic Survey in February 1996..
 AV0933
 AV0933.The orthometric height was scaled from a topographic map.
 AV0933
 AV0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0933
 AV0933.The geoid height was determined by GEOID03.
 AV0933
 AV0933;                    North         East     Units Scale Factor Converg.
 AV0933;SPC LA S     -   152,458.389   762,920.623   MT  0.99992908   -1 13 37.1
 AV0933;SPC LA S     -   500,190.56  2,503,015.41   sFT  0.99992908   -1 13 37.1
 AV0933;UTM  15      - 3,302,704.114   423,962.602   MT  0.99967133   -0 23 30.7
 AV0933
 AV0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0933!SPC LA S     -   1.00000411  x   0.99992908  =   0.99993319
 AV0933!UTM  15      -   1.00000411  x   0.99967133  =   0.99967544
 AV0933
 AV0933:                Primary Azimuth Mark                     Grid Az
 AV0933:SPC LA S     -  MAC                                      015 20 16.8
 AV0933:UTM  15      -  MAC                                      014 30 10.4
 AV0933
 AV0933|---------------------------------------------------------------------|
 AV0933| PID    Reference Object                     Distance      Geod. Az  |
 AV0933|                                                           dddmmss.s |
 AV0933| AV0921 MAC                                 APPROX. 9.2 KM 0140639.7 |
 AV0933| AV0918 RED HOUSE CHIMNEY                   APPROX. 6.3 KM 0300312.8 |
 AV0933| AV0925 NORTH LOOKOUT TOWER                 APPROX. 3.9 KM 0443232.9 |
 AV0933| CV9936 JOHNSON BAYOU RM 1                   25.895 METERS 05253     |
 AV0933| AV0864 NORTH OIL DERRICK                   APPROX.14.8 KM 0972027.3 |
 AV0933| AV0874 SOUTH OIL DERRICK                   APPROX.15.1 KM 1012916.5 |
 AV0933| AV0870 SOUTH LOOKOUT TOWER                 APPROX. 5.8 KM 1075034.8 |
 AV0933| CV9937 JOHNSON BAYOU RM 2                   28.788 METERS 15532     |
 AV0933| AV0936 W PORT ARTHUR GULF REFIN CO TK      APPROX.17.8 KM 2700030.2 |
 AV0933| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX.17.6 KM 2745702.1 |
 AV0933| AV0941 W PORT ARTHUR GULF REFIN GR TK      APPROX.17.3 KM 2753849.3 |
 AV0933| AV0934 PORT ARTHUR GULF ST UTIL STK        APPROX.14.4 KM 2755908.1 |
 AV0933| AV0938 PORT ARTHUR KCS RR STA CUPOLA       APPROX.14.7 KM 2763339.2 |
 AV0933| AV0945 PORT ARTHUR NEGRO CH E CUPOLA       APPROX.15.6 KM 2770339.1 |
 AV0933| AV0942 PORT ARTHUR NEGRO CH W CUPOLA       APPROX.15.6 KM 2770524.7 |
 AV0933| AV0939 PORT ARTHUR BAUGHN HOTEL FLAG       APPROX.14.3 KM 2785016.6 |
 AV0933| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX.14.5 KM 2790146.6 |
 AV0933| AV0961 PORT ARTHUR HIGH SCHOOL STACK       APPROX.13.7 KM 2815929.0 |
 AV0933| AV0974 PORT ARTHUR COLLEGE RADIO MAST      APPROX.13.8 KM 2823456.8 |
 AV0933| AV0972 PORT ARTHUR SOUTH TWIN CUPOLA       APPROX.13.6 KM 2840615.6 |
 AV0933| AV0975 PORT ARTHUR MUNICIPAL TANK          APPROX.14.6 KM 2840800.4 |
 AV0933| AV0971 PORT ARTHUR NORTH TWIN CUPOLA       APPROX.13.6 KM 2841129.6 |
 AV0933| AV0962 PORT ARTHUR ST MARYS HOSP STK       APPROX.14.7 KM 2952924.8 |
 AV0933|---------------------------------------------------------------------|
 AV0933
 AV0933                          SUPERSEDED SURVEY CONTROL
 AV0933
 AV0933  NAD 83(1992)-  29 51 09.08927(N)    093 47 13.94074(W) AD(       ) 2
 AV0933  NAD 83(1986)-  29 51 09.11126(N)    093 47 13.92567(W) AD(       ) 2
 AV0933  NAD 27      -  29 51 08.32200(N)    093 47 13.33100(W) AD(       ) 2
 AV0933
 AV0933.Superseded values are not recommended for survey control.
 AV0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0933.See file dsdata.txt to determine how the superseded data were derived.
 AV0933
 AV0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2396302704(NAD 83)
 AV0933_MARKER: I = METAL ROD
 AV0933_SETTING: 0 = UNSPECIFIED SETTING
 AV0933
 AV0933  HISTORY     - Date     Condition        Report By
 AV0933  HISTORY     - 1909     MONUMENTED       USE
 AV0933  HISTORY     - 1922     GOOD             CGS
 AV0933  HISTORY     - 1933     GOOD             CGS
 AV0933  HISTORY     - 1957     MARK NOT FOUND   USGS
 AV0933  HISTORY     - 1963     MARK NOT FOUND   CGS
 AV0933
 AV0933                          STATION DESCRIPTION
 AV0933
 AV0933'DESCRIBED BY US ENGINEERS 1909
 AV0933'ON THE E SIDE OF SABINE LAKE, 300 METERS N OF JOHNSONS BAYOU,
 AV0933'70 METERS E OF THE LAKE SHORE, AND 95 METERS FROM LAKE SHORE
 AV0933'TO THE S.
 AV0933'
 AV0933'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE, FILLED WITH
 AV0933'AND SET IN CONCRETE, PROJECTING ABOUT 18 INCHES ABOVE THE
 AV0933'GROUND.
 AV0933
 AV0933                          STATION RECOVERY (1922)
 AV0933
 AV0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FSB)
 AV0933'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION SUITABLE.
 AV0933'MARK IN GOOD CONDITION.
 AV0933
 AV0933                          STATION RECOVERY (1933)
 AV0933
 AV0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0933'STATION RECOVERED.  NEW DESCRIPTION FOLLOWS--
 AV0933'
 AV0933'ON THE N BANK OF JOHNSONS BAYOU, 40 METERS N OF THE BAYOU
 AV0933'AND 20 METERS E OF THE LAKE SHORE, IN THE SPOIL BANK THROWN UP BY
 AV0933'THE DREDGE.
 AV0933'
 AV0933'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE FILLED WITH
 AV0933'CEMENT AND PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 AV0933'
 AV0933'TWO REFERENCE MARKS WERE ESTABLISHED.  THEY ARE BRONZE REFERENCE
 AV0933'DISKS SET IN CONCRETE.
 AV0933'
 AV0933'A 36-FOOT SIGNAL WAS BUILT.  18 FEET IS SUFFICIENT FOR ALL
 AV0933'STATIONS EXCEPT HACK.
 AV0933
 AV0933                          STATION RECOVERY (1957)
 AV0933
 AV0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AV0933'STATION HAS PROBABLY WASHED OUT.
 AV0933'
 AV0933'REFERENCE MARK 2 RECOVERED.
 AV0933
 AV0933                          STATION RECOVERY (1963)
 AV0933
 AV0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AV0933'A LONG SEARCH WAS CONDUCTED FOR THE STATION WITHOUT SUCCESS.
 AV0933'REFERENCE MARK NO. 1 WAS FOUND ON THE BEACH IN A HORIZONTAL
 AV0933'POSITION.  SINCE REFERENCE MARK 1 WAS LOCATED 25.895 METERS
 AV0933'INLAND FROM THE STATION, IT IS REASONABLE TO ASSUME THAT THE
 AV0933'STATION HAS BEEN DESTROYED BY BEACH EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1333 ***********************************************************************
 CP1333  DESIGNATION -  JOHNSON RM 1
 CP1333  PID         -  CP1333
 CP1333  STATE/COUNTY-  LA/MADISON
 CP1333  USGS QUAD   -  MOUND (1973)
 CP1333
 CP1333                         *CURRENT SURVEY CONTROL
 CP1333  ___________________________________________________________________
 CP1333* NAD 83(1986)-  32 21 13.     (N)    091 04 12.     (W)     SCALED    
 CP1333* NAVD 88     -        27.263  (meters)      89.45   (feet)  ADJUSTED  
 CP1333  ___________________________________________________________________
 CP1333  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP1333  DYNAMIC HT  -          27.232 (meters)      89.34  (feet)  COMP
 CP1333  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CP1333
 CP1333  VERT ORDER  -  FIRST     CLASS I
 CP1333
 CP1333.The horizontal coordinates were scaled from a topographic map and have
 CP1333.an estimated accuracy of +/- 6 seconds.
 CP1333
 CP1333.The orthometric height was determined by differential leveling
 CP1333.and adjusted by the National Geodetic Survey in June 1991..
 CP1333
 CP1333.The geoid height was determined by GEOID03.
 CP1333
 CP1333.The dynamic height is computed by dividing the NAVD 88
 CP1333.geopotential number by the normal gravity value computed on the
 CP1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1333.degrees latitude (g = 980.6199 gals.).
 CP1333
 CP1333.The modeled gravity was interpolated from observed gravity values.
 CP1333
 CP1333;                    North         East    Units  Estimated Accuracy
 CP1333;SPC LA N     -   206,410.    1,134,590.      MT  (+/- 180 meters Scaled)
 CP1333
 CP1333                          SUPERSEDED SURVEY CONTROL
 CP1333
 CP1333  NGVD 29 (??/??/??)   27.262  (m)           89.44   (f) ADJUSTED    1 1
 CP1333
 CP1333.Superseded values are not recommended for survey control.
 CP1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1333.See file dsdata.txt to determine how the superseded data were derived.
 CP1333
 CP1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR816812(NAD 83)
 CP1333_MARKER: DR = REFERENCE MARK DISK
 CP1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1333_STAMPING: JOHNSON NO 1 1929
 CP1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1333+STABILITY: SURFACE MOTION
 CP1333
 CP1333  HISTORY     - Date     Condition        Report By
 CP1333  HISTORY     - 1929     MONUMENTED       CGS
 CP1333  HISTORY     - 1968     GOOD             NGS
 CP1333
 CP1333                          STATION DESCRIPTION
 CP1333
 CP1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1333'8.1 MI E FROM TALLULAH.
 CP1333'7.75 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1333'COURTHOUSE AT TALLULAH, THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD,
 CP1333'THENCE 0.25 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 38, T 16
 CP1333'N, R 14 E, 246 FEET EAST OF THE CENTER LINE OF THE ROAD, 76 FEET EAST
 CP1333'OF A 48-INCH COTTONWOOD TREE, 3 1/2 FEET EAST OF A FENCE, 287.80 FEET
 CP1333'SOUTHEAST OF RM 2, 130.97 FEET SOUTHEAST OF TRIANGULATION STATION
 CP1333'JOHNSON 1929, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CP1333'CONCRETE POST WHICH PROJECTS 14 INCHES ABOVE THE SURFACE OF THE
 CP1333'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1331 ***********************************************************************
 CP1331  DESIGNATION -  JOHNSON RM 2
 CP1331  PID         -  CP1331
 CP1331  STATE/COUNTY-  LA/MADISON
 CP1331  USGS QUAD   -  MOUND (1973)
 CP1331
 CP1331                         *CURRENT SURVEY CONTROL
 CP1331  ___________________________________________________________________
 CP1331* NAD 83(1986)-  32 21 13.     (N)    091 04 12.     (W)     SCALED    
 CP1331* NAVD 88     -        27.827  (meters)      91.30   (feet)  ADJUSTED  
 CP1331  ___________________________________________________________________
 CP1331  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP1331  DYNAMIC HT  -          27.795 (meters)      91.19  (feet)  COMP
 CP1331  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CP1331
 CP1331  VERT ORDER  -  FIRST     CLASS I
 CP1331
 CP1331.The horizontal coordinates were scaled from a topographic map and have
 CP1331.an estimated accuracy of +/- 6 seconds.
 CP1331
 CP1331.The orthometric height was determined by differential leveling
 CP1331.and adjusted by the National Geodetic Survey in June 1991..
 CP1331
 CP1331.The geoid height was determined by GEOID03.
 CP1331
 CP1331.The dynamic height is computed by dividing the NAVD 88
 CP1331.geopotential number by the normal gravity value computed on the
 CP1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1331.degrees latitude (g = 980.6199 gals.).
 CP1331
 CP1331.The modeled gravity was interpolated from observed gravity values.
 CP1331
 CP1331;                    North         East    Units  Estimated Accuracy
 CP1331;SPC LA N     -   206,410.    1,134,590.      MT  (+/- 180 meters Scaled)
 CP1331
 CP1331                          SUPERSEDED SURVEY CONTROL
 CP1331
 CP1331  NGVD 29 (??/??/??)   27.826  (m)           91.29   (f) ADJUSTED    1 1
 CP1331
 CP1331.Superseded values are not recommended for survey control.
 CP1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1331.See file dsdata.txt to determine how the superseded data were derived.
 CP1331
 CP1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR816812(NAD 83)
 CP1331_MARKER: DR = REFERENCE MARK DISK
 CP1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1331_STAMPING: JOHNSON NO 2 1929
 CP1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1331+STABILITY: SURFACE MOTION
 CP1331
 CP1331  HISTORY     - Date     Condition        Report By
 CP1331  HISTORY     - 1929     MONUMENTED       CGS
 CP1331  HISTORY     - 1968     GOOD             NGS
 CP1331
 CP1331                          STATION DESCRIPTION
 CP1331
 CP1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1331'8.1 MI E FROM TALLULAH.
 CP1331'7.75 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1331'COURTHOUSE AT TALLULAH, THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD,
 CP1331'THENCE 0.25 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 38, T 16
 CP1331'N, R 14 E, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 53 FEET WEST
 CP1331'OF A FENCE, 87 FEET SOUTHEAST OF A 16-INCH PECAN TREE, 45 FEET EAST OF
 CP1331'A FENCE, 160.53 FEET NORTHWEST OF TRIANGULATION STATION JOHNSON 1929,
 CP1331'1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CP1331'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 CP1331'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0873 ***********************************************************************
 AV0873  DESIGNATION -  JOHNSONS BAYOU CAMERON TEL MST
 AV0873  PID         -  AV0873
 AV0873  STATE/COUNTY-  LA/CAMERON
 AV0873  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0873
 AV0873                         *CURRENT SURVEY CONTROL
 AV0873  ___________________________________________________________________
 AV0873* NAD 83(1992)-  29 45 41.67548(N)    093 37 45.71543(W)     ADJUSTED  
 AV0873* NAVD 88     -                                                        
 AV0873  **This station is located in a subsidence area (see below).
 AV0873  ___________________________________________________________________
 AV0873  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AV0873  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0873
 AV0873  HORZ ORDER  -  THIRD
 AV0873
 AV0873.The horizontal coordinates were established by classical geodetic methods
 AV0873.and adjusted by the National Geodetic Survey in January 1993..
 AV0873
 AV0873 ** The orthometric height has not been validated since last determined
 AV0873 ** by differential leveling and should not be used for control purposes.
 AV0873 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0873 ** area with valid NAVD 88 orthometric heights.
 AV0873 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0873 ** epoch indicated which incorporates improved geoid heights for the
 AV0873 ** Southern Louisiana Subsidence area.
 AV0873 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0873
 AV0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0873
 AV0873.The geoid height was determined by GEOID03.
 AV0873
 AV0873;                    North         East     Units Scale Factor Converg.
 AV0873;SPC LA S     -   142,063.491   777,966.184   MT  0.99993441   -1 08 53.0
 AV0873;SPC LA S     -   466,086.64  2,552,377.39   sFT  0.99993441   -1 08 53.0
 AV0873;UTM  15      - 3,292,532.467   439,153.964   MT  0.99964568   -0 18 44.7
 AV0873
 AV0873                          SUPERSEDED SURVEY CONTROL
 AV0873
 AV0873  NAD 83(1986)-  29 45 41.69846(N)    093 37 45.69904(W) AD(       ) 4
 AV0873  NAD 27      -  29 45 40.89300(N)    093 37 45.13500(W) AD(       ) 3
 AV0873
 AV0873.Superseded values are not recommended for survey control.
 AV0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0873.See file dsdata.txt to determine how the superseded data were derived.
 AV0873
 AV0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3915492532(NAD 83)
 AV0873
 AV0873  HISTORY     - Date     Condition        Report By
 AV0873  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0873  HISTORY     - 1965     GOOD             CGS
 AV0873  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0873  HISTORY     - 20050402 MARK NOT FOUND   USPSQD
 AV0873
 AV0873                          STATION DESCRIPTION
 AV0873
 AV0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0873'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF JOHNSONS
 AV0873'BAYOU, JUST OFF THE LA. STATE HIGHWAY 82.  IT IS A STEEL
 AV0873'STRUCTURE WITH GUY WIRES AND A LARGE SQUARE ANTENNA NEAR THE TOP.
 AV0873'IT IS 75 FEET NORTH OF THE HIGHWAY.  THE POINT INTERSECTED WAS
 AV0873'THE TOP CENTER.
 AV0873
 AV0873                          STATION RECOVERY (1965)
 AV0873
 AV0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (SLT)
 AV0873'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 AV0873
 AV0873                          STATION RECOVERY (1988)
 AV0873
 AV0873'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0873'MARK NOT FOUND.
 AV0873
 AV0873                          STATION RECOVERY (2005)
 AV0873
 AV0873'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0873'THE BOTTOM HALF OF THE MAST IS STILL PRESENT, BUT THE UPPER HALF NO
 AV0873'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0868 ***********************************************************************
 AV0868  DESIGNATION -  JOHNSONS BAYOU G AMER OIL MAST
 AV0868  PID         -  AV0868
 AV0868  STATE/COUNTY-  LA/CAMERON
 AV0868  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0868
 AV0868                         *CURRENT SURVEY CONTROL
 AV0868  ___________________________________________________________________
 AV0868* NAD 83(1992)-  29 45 28.45261(N)    093 37 41.78134(W)     ADJUSTED  
 AV0868* NAVD 88     -                                                        
 AV0868  **This station is located in a subsidence area (see below).
 AV0868  ___________________________________________________________________
 AV0868  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AV0868  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AV0868
 AV0868  HORZ ORDER  -  THIRD
 AV0868
 AV0868.The horizontal coordinates were established by classical geodetic methods
 AV0868.and adjusted by the National Geodetic Survey in January 1993..
 AV0868
 AV0868 ** The orthometric height has not been validated since last determined
 AV0868 ** by differential leveling and should not be used for control purposes.
 AV0868 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0868 ** area with valid NAVD 88 orthometric heights.
 AV0868 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0868 ** epoch indicated which incorporates improved geoid heights for the
 AV0868 ** Southern Louisiana Subsidence area.
 AV0868 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0868
 AV0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0868
 AV0868.The geoid height was determined by GEOID03.
 AV0868
 AV0868;                    North         East     Units Scale Factor Converg.
 AV0868;SPC LA S     -   141,654.334   778,063.694   MT  0.99993468   -1 08 51.0
 AV0868;SPC LA S     -   464,744.26  2,552,697.30   sFT  0.99993468   -1 08 51.0
 AV0868;UTM  15      - 3,292,124.893   439,257.401   MT  0.99964552   -0 18 42.6
 AV0868
 AV0868                          SUPERSEDED SURVEY CONTROL
 AV0868
 AV0868  NAD 83(1986)-  29 45 28.47558(N)    093 37 41.76488(W) AD(       ) 4
 AV0868  NAD 27      -  29 45 27.67100(N)    093 37 41.20000(W) AD(       ) 3
 AV0868
 AV0868.Superseded values are not recommended for survey control.
 AV0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0868.See file dsdata.txt to determine how the superseded data were derived.
 AV0868
 AV0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3925792125(NAD 83)
 AV0868_MARKER: 41 = ANTENNA MAST
 AV0868
 AV0868  HISTORY     - Date     Condition        Report By
 AV0868  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0868  HISTORY     - 1988     GOOD             USPSQD
 AV0868  HISTORY     - 20031005 MARK NOT FOUND   USPSQD
 AV0868  HISTORY     - 20050402 MARK NOT FOUND   USPSQD
 AV0868
 AV0868                          STATION DESCRIPTION
 AV0868
 AV0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0868'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF JOHNSONS
 AV0868'BAYOU.  IT IS 0.1 MILE SOUTH OF STATE HIGHWAY, IT IS A STEEL
 AV0868'STRUCTURE RED AND WHITE IN COLOR, AND HAS A ANTENNA PROJECTING
 AV0868'FROM THE TOP.  THE INTERSECTING POINT WAS THE TOP CENTER.
 AV0868
 AV0868                          STATION RECOVERY (1988)
 AV0868
 AV0868'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0868'RECOVERED IN GOOD CONDITION.
 AV0868
 AV0868                          STATION RECOVERY (2003)
 AV0868
 AV0868'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0868'MARK NOT FOUND.
 AV0868
 AV0868                          STATION RECOVERY (2005)
 AV0868
 AV0868'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0877 ***********************************************************************
 AV0877  DESIGNATION -  JOHNSONS BAYOU MOBIL OIL MAST
 AV0877  PID         -  AV0877
 AV0877  STATE/COUNTY-  LA/CAMERON
 AV0877  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0877
 AV0877                         *CURRENT SURVEY CONTROL
 AV0877  ___________________________________________________________________
 AV0877* NAD 83(1992)-  29 45 46.79197(N)    093 38 28.18032(W)     ADJUSTED  
 AV0877* NAVD 88     -                                                        
 AV0877  **This station is located in a subsidence area (see below).
 AV0877  ___________________________________________________________________
 AV0877  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AV0877  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AV0877
 AV0877  HORZ ORDER  -  THIRD
 AV0877
 AV0877.The horizontal coordinates were established by classical geodetic methods
 AV0877.and adjusted by the National Geodetic Survey in January 1993..
 AV0877
 AV0877 ** The orthometric height has not been validated since last determined
 AV0877 ** by differential leveling and should not be used for control purposes.
 AV0877 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0877 ** area with valid NAVD 88 orthometric heights.
 AV0877 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0877 ** epoch indicated which incorporates improved geoid heights for the
 AV0877 ** Southern Louisiana Subsidence area.
 AV0877 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0877
 AV0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0877
 AV0877.The geoid height was determined by GEOID03.
 AV0877
 AV0877;                    North         East     Units Scale Factor Converg.
 AV0877;SPC LA S     -   142,243.907   776,828.817   MT  0.99993431   -1 09 14.2
 AV0877;SPC LA S     -   466,678.55  2,548,645.88   sFT  0.99993431   -1 09 14.2
 AV0877;UTM  15      - 3,292,696.229   438,014.415   MT  0.99964740   -0 19 05.8
 AV0877
 AV0877                          SUPERSEDED SURVEY CONTROL
 AV0877
 AV0877  NAD 83(1986)-  29 45 46.81486(N)    093 38 28.16403(W) AD(       ) 4
 AV0877  NAD 27      -  29 45 46.01300(N)    093 38 27.59700(W) AD(       ) 3
 AV0877
 AV0877.Superseded values are not recommended for survey control.
 AV0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0877.See file dsdata.txt to determine how the superseded data were derived.
 AV0877
 AV0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3801492696(NAD 83)
 AV0877_MARKER: 44 = MICROWAVE MAST
 AV0877
 AV0877  HISTORY     - Date     Condition        Report By
 AV0877  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0877  HISTORY     - 1965     GOOD             CGS
 AV0877  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0877  HISTORY     - 20050402 MARK NOT FOUND   USPSQD
 AV0877
 AV0877                          STATION DESCRIPTION
 AV0877
 AV0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0877'THE STATION IS LOCATED ABOUT 24 MILES SOUTHEAST OF PORT
 AV0877'ARTHUR, 2 MILES EAST OF JOHNSONS BAYOU.  IT IS A 3 LEG STEEL
 AV0877'STRUCTURE AND IS 300 FEET HIGH, RED AND WHITE IN COLOR WITH A
 AV0877'RED LIGHT AND A ANTENNA ON THE TOP.  THE INTERSECTING POINT WAS
 AV0877'THE TOP CENTER.
 AV0877
 AV0877                          STATION RECOVERY (1965)
 AV0877
 AV0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (SLT)
 AV0877'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 AV0877
 AV0877                          STATION RECOVERY (1988)
 AV0877
 AV0877'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0877'MARK NOT FOUND.
 AV0877
 AV0877                          STATION RECOVERY (2005)
 AV0877
 AV0877'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3132 ***********************************************************************
 CQ3132  DESIGNATION -  JONES
 CQ3132  PID         -  CQ3132
 CQ3132  STATE/COUNTY-  LA/BOSSIER
 CQ3132  USGS QUAD   -  KORAN (1972)
 CQ3132
 CQ3132                         *CURRENT SURVEY CONTROL
 CQ3132  ___________________________________________________________________
 CQ3132* NAD 83(1992)-  32 29 13.58973(N)    093 26 51.74688(W)     ADJUSTED  
 CQ3132* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 CQ3132  ___________________________________________________________________
 CQ3132  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CQ3132  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3132
 CQ3132  HORZ ORDER  -  SECOND
 CQ3132
 CQ3132.The horizontal coordinates were established by classical geodetic methods
 CQ3132.and adjusted by the National Geodetic Survey in January 1993..
 CQ3132
 CQ3132.The orthometric height was scaled from a topographic map.
 CQ3132
 CQ3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3132
 CQ3132.The geoid height was determined by GEOID03.
 CQ3132
 CQ3132;                    North         East     Units Scale Factor Converg.
 CQ3132;SPC LA N     -   220,714.281   910,929.163   MT  0.99996399   -0 30 03.8
 CQ3132;SPC LA N     -   724,126.77  2,988,606.76   sFT  0.99996399   -0 30 03.8
 CQ3132;UTM  15      - 3,594,518.320   457,936.551   MT  0.99962182   -0 14 25.7
 CQ3132
 CQ3132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3132!SPC LA N     -   0.99999373  x   0.99996399  =   0.99995772
 CQ3132!UTM  15      -   0.99999373  x   0.99962182  =   0.99961555
 CQ3132
 CQ3132:                Primary Azimuth Mark                     Grid Az
 CQ3132:SPC LA N     -  DIXIE LA ORDNANCE PLANT TANK 4           010 53 10.6
 CQ3132:UTM  15      -  DIXIE LA ORDNANCE PLANT TANK 4           010 37 32.5
 CQ3132
 CQ3132|---------------------------------------------------------------------|
 CQ3132| PID    Reference Object                     Distance      Geod. Az  |
 CQ3132|                                                           dddmmss.s |
 CQ3132| CQ3050 DIXIE LA ORDNANCE PLANT TANK 4      APPROX. 8.0 KM 0102306.8 |
 CQ3132| CX6575 JONES RM 2                           27.389 METERS 01930     |
 CQ3132| CQ3048 DIXIE LA ORDNANCE PLANT TANK 3      APPROX.10.0 KM 0200034.2 |
 CQ3132| CQ3052 DIXIE LA ORDNANCE PLANT TANK 5      APPROX.10.6 KM 0314217.7 |
 CQ3132| CQ3047 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX. 9.5 KM 0320059.4 |
 CQ3132| CQ3044 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX.11.1 KM 0334820.8 |
 CQ3132| CX6574 JONES RM 1                           31.114 METERS 11643     |
 CQ3132| CX6573 JONES AZ MK                                        2741025.7 |
 CQ3132| CQ3253 HAUGHTON ATT MICROWAVE KKT 22       APPROX.11.0 KM 3071917.4 |
 CQ3132| CQ3252 PRINCETON VILLAGE TANK              APPROX.10.9 KM 3072308.7 |
 CQ3132| CQ3248 HAUGHTON MUN TANK                   APPROX. 7.1 KM 3125654.8 |
 CQ3132| CQ3251 REED 2                              APPROX.10.9 KM 3142318.1 |
 CQ3132| CQ3249 PRINCETON A J HODGES IND MAST       APPROX.10.8 KM 3152716.8 |
 CQ3132| CQ3250 GIDDENS HILL LOT                    APPROX.10.9 KM 3153117.0 |
 CQ3132|---------------------------------------------------------------------|
 CQ3132
 CQ3132                          SUPERSEDED SURVEY CONTROL
 CQ3132
 CQ3132  NAD 83(1986)-  32 29 13.60249(N)    093 26 51.73862(W) AD(       ) 2
 CQ3132  NAD 27      -  32 29 13.05302(N)    093 26 51.11897(W) AD(       ) 2
 CQ3132
 CQ3132.Superseded values are not recommended for survey control.
 CQ3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3132.See file dsdata.txt to determine how the superseded data were derived.
 CQ3132
 CQ3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5793794518(NAD 83)
 CQ3132_MARKER: DS = TRIANGULATION STATION DISK
 CQ3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3132_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3132
 CQ3132  HISTORY     - Date     Condition        Report By
 CQ3132  HISTORY     - 1969     MONUMENTED       CGS
 CQ3132
 CQ3132                          STATION DESCRIPTION
 CQ3132
 CQ3132'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3132'THE STATION IS LOCATED ABOUT 5 MILES WEST OF LAKE BISTINEAU,
 CQ3132'4-1/2 MILES SOUTH OF HAUGHTON, 3-3/4 MILES SOUTHWEST OF DOYLINE AND
 CQ3132'ON LAND OWNED BY ADDIE LEE JONES, JANIE JONES AND LELA J. JOHNSON.
 CQ3132'
 CQ3132'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 614 AND 157
 CQ3132'ABOUT 0.75 MILE WEST OF HAUGHTON, GO EAST ON STATE HIGHWAY 614
 CQ3132'FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH CROSSING
 CQ3132'RAILROAD TRACKS FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 CQ3132'EAST AND SOUTH ON PAVED ROAD FOR 0.45 MILE TO A FORK.  TURN RIGHT
 CQ3132'AND GO SOUTH FOR 0.2 MILE TO A SIDEROAD LEFT.  CONTINUE SOUTH
 CQ3132'FOR 0.5 MILE TO A FORK.  TURN LEFT AND GO SOUTHEAST ON PAVED
 CQ3132'ROAD FOR 3.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CQ3132'SOUTH FOR 0.05 MILE TO A GRAVELED DRIVEWAY ON LEFT.  TURN LEFT
 CQ3132'AND GO EASTERLY ON GRAVELED DRIVEWAY FOR 0.15 MILE TO THE
 CQ3132'STATION ON LEFT.
 CQ3132'
 CQ3132'THE STATION IS A STANDARD DISK, STAMPED JONES 1969, SET IN THE
 CQ3132'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3132'SURFACE OF THE GROUND.  IT IS 42 FEET SOUTH-SOUTHEAST OF A 30-INCH
 CQ3132'OAK TREE, 30 FEET NORTH OF THE CENTER OF THE GRAVELED DRIVEWAY,
 CQ3132'18 FEET EAST OF A FENCE AND 17.5 FEET EAST OF A METAL WITNESS
 CQ3132'POST WITH SIGN ATTACHED.
 CQ3132'
 CQ3132'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JONES NO 1 1969,
 CQ3132'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ3132'2 INCHES.  IT IS 50 FEET SOUTH OF A 30-INCH CHINA-BERRY TREE, 46
 CQ3132'FEET SOUTHEAST OF THE CENTER OF THE GRAVELED DRIVEWAY, 34 FEET
 CQ3132'WEST OF A CHAIN-LINK FENCE AND 1.5 FEET NORTH OF A FENCE LINE.
 CQ3132'
 CQ3132'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JONES NO 2 1969,
 CQ3132'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 CQ3132'WITH THE SURFACE OF THE GROUND.  IT IS 82 FEET NORTHWEST OF THE
 CQ3132'GRAVELED DRIVEWAY, 64 FEET NORTHEAST OF A 30-INCH OAK TREE AND
 CQ3132'44 FEET EAST OF A 24-INCH SWEET GUM TREE.
 CQ3132'
 CQ3132'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JONES 1969, SET
 CQ3132'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ3132'6 INCHES.  IT IS 69 FEET WEST-NORTHWEST OF A POWERLINE POLE, 39
 CQ3132'FEET SOUTH-SOUTHWEST OF THE CENTER OF A PAVED ROAD, 2.7 FEET
 CQ3132'WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 CQ3132'0.7 FOOT NORTH-NORTHEAST OF A FENCE.
 CQ3132'
 CQ3132'HEIGHT OF LIGHT ABOVE STATION MARK 34.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1209 ***********************************************************************
 BW1209  DESIGNATION -  JONES BOLT
 BW1209  PID         -  BW1209
 BW1209  STATE/COUNTY-  LA/CONCORDIA
 BW1209  USGS QUAD   -  FAIRVIEW (1983)
 BW1209
 BW1209                         *CURRENT SURVEY CONTROL
 BW1209  ___________________________________________________________________
 BW1209* NAD 83(1986)-  31 21 14.     (N)    091 34 31.     (W)     SCALED    
 BW1209* NAVD 88     -        14.12   (+/-2cm)      46.3    (feet)  VERTCON   
 BW1209  ___________________________________________________________________
 BW1209  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BW1209
 BW1209  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1209
 BW1209.The horizontal coordinates were scaled from a topographic map and have
 BW1209.an estimated accuracy of +/- 6 seconds.
 BW1209
 BW1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1209.The vertical order pertains to the NGVD 29 superseded value.
 BW1209
 BW1209.The geoid height was determined by GEOID03.
 BW1209
 BW1209;                    North         East    Units  Estimated Accuracy
 BW1209;SPC LA N     -    95,050.    1,087,980.      MT  (+/- 180 meters Scaled)
 BW1209
 BW1209                          SUPERSEDED SURVEY CONTROL
 BW1209
 BW1209  NGVD 29 (??/??/92)   14.106  (m)           46.28   (f) ADJ UNCH    1 2
 BW1209
 BW1209.Superseded values are not recommended for survey control.
 BW1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1209.See file dsdata.txt to determine how the superseded data were derived.
 BW1209
 BW1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ355697(NAD 83)
 BW1209_MARKER: B = BOLT
 BW1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1209_SP_SET: CONCRETE SLAB
 BW1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1209
 BW1209  HISTORY     - Date     Condition        Report By
 BW1209  HISTORY     - UNK      MONUMENTED       DOD
 BW1209  HISTORY     - 1966     GOOD             NGS
 BW1209
 BW1209                          STATION DESCRIPTION
 BW1209
 BW1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1209'20.5 MI SW FROM VIDALIA.
 BW1209'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1209'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1209'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 4.85 MILES
 BW1209'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, ABOUT 100 YARDS
 BW1209'WEST OF THE CENTER LINE OF THE GRAVELED ROAD, ABOUT 260 FEET SOUTHEAST
 BW1209'OF A SMALL HOUSE WHICH BELONGS TO J.C. TYSON, 297 FEET SOUTHWEST OF A
 BW1209'POWER POLE, 165 FEET SOUTHEAST OF A SMALL METAL BUILDING, 14.0 FEET
 BW1209'WEST OF A 10-INCH OAK TREE BEARING A WITNESS SHIELD, ABOUT 30 FEET
 BW1209'BELOW THE LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A
 BW1209'CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND. ACCESS WHICH IS HAD
 BW1209'THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 18
 BW1209'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1208 ***********************************************************************
 BW1208  DESIGNATION -  JONES CAP
 BW1208  PID         -  BW1208
 BW1208  STATE/COUNTY-  LA/CONCORDIA
 BW1208  USGS QUAD   -  FAIRVIEW (1983)
 BW1208
 BW1208                         *CURRENT SURVEY CONTROL
 BW1208  ___________________________________________________________________
 BW1208* NAD 83(1986)-  31 21 14.     (N)    091 34 31.     (W)     SCALED    
 BW1208* NAVD 88     -        15.33   (+/-2cm)      50.3    (feet)  VERTCON   
 BW1208  ___________________________________________________________________
 BW1208  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BW1208
 BW1208  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1208
 BW1208.The horizontal coordinates were scaled from a topographic map and have
 BW1208.an estimated accuracy of +/- 6 seconds.
 BW1208
 BW1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1208.The vertical order pertains to the NGVD 29 superseded value.
 BW1208
 BW1208.The geoid height was determined by GEOID03.
 BW1208
 BW1208;                    North         East    Units  Estimated Accuracy
 BW1208;SPC LA N     -    95,050.    1,087,980.      MT  (+/- 180 meters Scaled)
 BW1208
 BW1208                          SUPERSEDED SURVEY CONTROL
 BW1208
 BW1208  NGVD 29 (??/??/92)   15.316  (m)           50.25   (f) ADJ UNCH    1 2
 BW1208
 BW1208.Superseded values are not recommended for survey control.
 BW1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1208.See file dsdata.txt to determine how the superseded data were derived.
 BW1208
 BW1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ355697(NAD 83)
 BW1208_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1208
 BW1208  HISTORY     - Date     Condition        Report By
 BW1208  HISTORY     - UNK      MONUMENTED       DOD
 BW1208  HISTORY     - 1966     GOOD             NGS
 BW1208
 BW1208                          STATION DESCRIPTION
 BW1208
 BW1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1208'20.5 MI SW FROM VIDALIA.
 BW1208'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1208'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1208'THENCE 8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 15, THENCE 4.85 MILES
 BW1208'SOUTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, ABOUT 100 YARDS
 BW1208'WEST OF THE CENTER LINE OF THE GRAVELED ROAD, ABOUT 260 FEET SOUTHEAST
 BW1208'OF A SMALL HOUSE WHICH BELONGS TO J.C. TYSON, 297 FEET SOUTHWEST OF A
 BW1208'POWER POLE, 165 FEET SOUTHEAST OF A SMALL METAL BUILDING, 14.0 FEET
 BW1208'WEST OF A 10-INCH OAK TREE BEARING A WITNESS SHIELD, ABOUT 30 FEET
 BW1208'BELOW THE LEVEL OF THE ROAD, A 3-INCH IRON PIPE BEARING A BRASS CAP
 BW1208'AND PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2127 ***********************************************************************
 CP2127  DESIGNATION -  JONES CAP
 CP2127  PID         -  CP2127
 CP2127  STATE/COUNTY-  LA/MOREHOUSE
 CP2127  USGS QUAD   -  BONITA (1988)
 CP2127
 CP2127                         *CURRENT SURVEY CONTROL
 CP2127  ___________________________________________________________________
 CP2127* NAD 83(1986)-  32 58 07.     (N)    091 38 45.     (W)     SCALED    
 CP2127* NAVD 88     -        32.633  (meters)     107.06   (feet)  ADJUSTED  
 CP2127  ___________________________________________________________________
 CP2127  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP2127  DYNAMIC HT  -          32.598 (meters)     106.95  (feet)  COMP
 CP2127  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 CP2127
 CP2127  VERT ORDER  -  SECOND    CLASS I
 CP2127
 CP2127.The horizontal coordinates were scaled from a topographic map and have
 CP2127.an estimated accuracy of +/- 6 seconds.
 CP2127
 CP2127.The orthometric height was determined by differential leveling
 CP2127.and adjusted by the National Geodetic Survey in June 1991..
 CP2127
 CP2127.The geoid height was determined by GEOID03.
 CP2127
 CP2127.The dynamic height is computed by dividing the NAVD 88
 CP2127.geopotential number by the normal gravity value computed on the
 CP2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2127.degrees latitude (g = 980.6199 gals.).
 CP2127
 CP2127.The modeled gravity was interpolated from observed gravity values.
 CP2127
 CP2127;                    North         East    Units  Estimated Accuracy
 CP2127;SPC LA N     -   274,040.    1,079,860.      MT  (+/- 180 meters Scaled)
 CP2127
 CP2127                          SUPERSEDED SURVEY CONTROL
 CP2127
 CP2127.No superseded survey control is available for this station.
 CP2127
 CP2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS265486(NAD 83)
 CP2127_MARKER: P = PIPE CAP
 CP2127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2127_SP_SET: SHALLOW-SET PIPE
 CP2127_STAMPING: PBM JONES
 CP2127_MARK LOGO: USE   
 CP2127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2127
 CP2127  HISTORY     - Date     Condition        Report By
 CP2127  HISTORY     - UNK      MONUMENTED       DOD
 CP2127  HISTORY     - 1934     GOOD             DOD
 CP2127  HISTORY     - 1935     MARK NOT FOUND   NGS
 CP2127  HISTORY     - 1986     GOOD             LADTD
 CP2127
 CP2127                          STATION DESCRIPTION
 CP2127
 CP2127'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2127'IN JONES.
 CP2127'P.B.M. JONES IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED AT JONES,
 CP2127'MOREHOUSE PARISH, LA.  CAP IS 3 INCHES ABOVE THE GROUND.  IN S.W.
 CP2127'CORNER OF YARD SURROUNDING C.E. BELLS RESIDENCE.  3.4 FEET FROM
 CP2127'SECTION OF FENCE RUNNING NORTH AND SOUTH.  4.1 FEET FROM SECTION OF
 CP2127'FENCE RUNNING EAST AND WEST.  140 FEET FROM RAIL ON HIGHWAY SIDE OF
 CP2127'MAINLINE R.R. TRACK OF MO. PAC. R.R.  220 FEET S.E. OF SMALL CULVERT
 CP2127'ON HWY. NO. 165.  62 FEET EAST OF THE CENTER LINE OF HWY. NO. 165. 137
 CP2127'FEET NORTH OF BUTLERS GROCERY STORE.
 CP2127
 CP2127                          STATION RECOVERY (1935)
 CP2127
 CP2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP2127'MARK NOT FOUND.
 CP2127
 CP2127                          STATION RECOVERY (1986)
 CP2127
 CP2127'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2962 ***********************************************************************
 BK2962  DESIGNATION -  JONES RESET
 BK2962  PID         -  BK2962
 BK2962  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2962  USGS QUAD   -  FENTON (1985)
 BK2962
 BK2962                         *CURRENT SURVEY CONTROL
 BK2962  ___________________________________________________________________
 BK2962* NAD 83(1992)-  30 18 29.68505(N)    092 57 42.60494(W)     ADJUSTED  
 BK2962* NAVD 88     -         9.0  **(meters)      30.   **(feet)  VERTCON   
 BK2962  **This station is located in a subsidence area (see below).
 BK2962  ___________________________________________________________________
 BK2962  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BK2962  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2962
 BK2962  HORZ ORDER  -  THIRD
 BK2962
 BK2962.The horizontal coordinates were established by classical geodetic methods
 BK2962.and adjusted by the National Geodetic Survey in January 1993..
 BK2962
 BK2962 ** The orthometric height has not been validated since last determined
 BK2962 ** by differential leveling and should not be used for control purposes.
 BK2962 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2962 ** area with valid NAVD 88 orthometric heights.
 BK2962 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2962 ** epoch indicated which incorporates improved geoid heights for the
 BK2962 ** Southern Louisiana Subsidence area.
 BK2962 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2962
 BK2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2962
 BK2962.The geoid height was determined by GEOID03.
 BK2962
 BK2962;                    North         East     Units Scale Factor Converg.
 BK2962;SPC LA S     -   201,547.623   843,374.490   MT  0.99994008   -0 48 51.4
 BK2962;SPC LA S     -   661,244.16  2,766,971.14   sFT  0.99994008   -0 48 51.4
 BK2962;UTM  15      - 3,352,942.908   503,669.525   MT  0.99960017   +0 01 09.3
 BK2962
 BK2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2962!SPC LA S     -   1.00000287  x   0.99994008  =   0.99994295
 BK2962!UTM  15      -   1.00000287  x   0.99960017  =   0.99960304
 BK2962
 BK2962|---------------------------------------------------------------------|
 BK2962| PID    Reference Object                     Distance      Geod. Az  |
 BK2962|                                                           dddmmss.s |
 BK2962| CW1952 JONES RM 1                           24.250 METERS 11530     |
 BK2962| BK2961 WOODLAWN TRUNK GAS PLINE MAST       APPROX. 1.6 KM 1564551.8 |
 BK2962| CW1951 JONES AZ MK                                        1922249.0 |
 BK2962| CW1954 JONES RM 3                           40.996 METERS 20355     |
 BK2962| CW1955 JONES RM 4                           44.806 METERS 28542     |
 BK2962| CW1953 JONES RM 2                           22.600 METERS 33445     |
 BK2962|---------------------------------------------------------------------|
 BK2962
 BK2962                          SUPERSEDED SURVEY CONTROL
 BK2962
 BK2962  NAD 83(1986)-  30 18 29.70579(N)    092 57 42.59872(W) AD(       ) 3
 BK2962  NAD 27      -  30 18 28.96730(N)    092 57 42.06217(W) AD(       ) 3
 BK2962  NGVD 29 (07/19/86)    9.0    (m)           30.     (f) VERT ANG       
 BK2962
 BK2962.Superseded values are not recommended for survey control.
 BK2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2962.See file dsdata.txt to determine how the superseded data were derived.
 BK2962
 BK2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0367052943(NAD 83)
 BK2962_MARKER: DS = TRIANGULATION STATION DISK
 BK2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2962
 BK2962  HISTORY     - Date     Condition        Report By
 BK2962  HISTORY     - 1963     MONUMENTED       CGS
 BK2962  HISTORY     - 1965     GOOD             CGS
 BK2962  HISTORY     - 1974     GOOD             USGS
 BK2962
 BK2962                          STATION DESCRIPTION
 BK2962
 BK2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2962'THE STATION IS LOCATED ABOUT 1.0 MILES NORTH OF WOODLAWN,
 BK2962'5 MILES SOUTH SOUTHWEST OF FENTON AND 3-3/4 MILES NORTH NORTHWEST
 BK2962'OF LACASSINE, ON PROPERTY OWNED BY MRS. J.R. JONES.
 BK2962'
 BK2962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 BK2962'STATE HIGHWAY 101, IN THE VILLAGE OF WOODLAWN, GO WEST ON
 BK2962'HIGHWAY 101 FOR 0.2 MILE TO A CROSS ROAD, TURN RIGHT AND GO
 BK2962'NORTHERLY ON A GRAVEL ROAD 1.15 MILES TO MRS. J.R. JONESS
 BK2962'MAIL BOX ON THE LEFT AND A DRIVEWAY RIGHT, TURN RIGHT ON THE
 BK2962'DRIVEWAY FOR 100 FEET TO MRS. JONES HOUSE, BEAR LEFT AROUND THE
 BK2962'CORNER OF HER YARD FOR 200 YARDS TO A GATE, PASS THROUGH THE
 BK2962'GATE AND CONTINUE EAST FOR 150 FEET TO THE STATION, AS
 BK2962'DESCRIBED.
 BK2962'
 BK2962'THE STATION MARK IS A STANDARD DISK STAMPED, JONES 1963, SET
 BK2962'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 BK2962'FLUSH WITH THE GROUND SURFACE.  IT IS 8.6 FEET WEST OF A
 BK2962'3-INCH WOODEN WITNESS POST AND SIGN, 36.3 FEET NORTH OF A
 BK2962'10-INCH TREE, 40.3 FEET NORTHEAST OF A POND AND 55.3 FEET
 BK2962'SOUTHEAST OF A TIN CATTLE SHED.
 BK2962'
 BK2962'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, JONES NO. 1
 BK2962'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK2962'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.0 FEET NORTH
 BK2962'OF FENCE LINE, 60 FEET EAST OF FENCE CORNER AND TREE, 72.8 FEET
 BK2962'EAST SOUTHEAST OF A POND.
 BK2962'
 BK2962'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, JONES NO. 2
 BK2962'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK2962'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 26.6 FEET EAST
 BK2962'OF AN OLD BARN, 28.0 FEET NORTH OF FENCE LINE AND 76.7 FEET
 BK2962'NORTHWEST OF A 3-INCH WOODEN WITNESS POST AND SIGN.
 BK2962'
 BK2962'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, JONES 1963, SET
 BK2962'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH
 BK2962'WITH THE GROUND SURFACE.  IT IS 1.4 FEET WEST OF FENCE LINE,
 BK2962'1.5 FEET SOUTHWEST OF A 3-INCH WOODEN WITNESS POST AND SIGN,
 BK2962'23.5 FEET NORTH OF CENTERLINE OF GRAVEL ROAD AND 72.0 FEET
 BK2962'SOUTHWEST OF POWERLINE POLE.
 BK2962'
 BK2962'TO REACH THE AZIMUTH MARK FROM MRS. JONES HOUSE AND STATION, GO
 BK2962'SOUTH OF THE GRAVEL ROAD 0.28 MILE TO THE AZIMUTH MARK ON THE
 BK2962'LEFT AS DESCRIBED.
 BK2962'
 BK2962'HEIGHT OF LIGHT ABOVE STATION MARK 26.18 METERS.
 BK2962
 BK2962                          STATION RECOVERY (1965)
 BK2962
 BK2962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BK2962'THE STATION WAS VISITED 5-13-65 AND REFERENCE MARK NO. 2 AND
 BK2962'THE STATION UNDERGROUND MARK AND THE AZIMUTH MARK WAS FOUND
 BK2962'IN GOOD CONDITION.  THE SURFACE MARK AND REFERENCE MARK NO. 1
 BK2962'WAS FOUND UPROOTED AND LYING ON THE TOP OF THE GROUND.  THE
 BK2962'UNDERGROUND MARK WAS LOWERED IN ITS ORIGINAL POSITION AND A
 BK2962'NEW SURFACE MARK ESTABLISHED ABOUT 14-INCHES BELOW THE GROUND.
 BK2962'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.
 BK2962'A NEW DESCRIPTION FOLLOWS.
 BK2962'
 BK2962'THE STATION IS LOCATED 5 MILES SOUTH OF FENTON, 1.0 MILE NORTH
 BK2962'OF WOODLAWN AND 6 MILES NORTHWEST OF LACASSINE ON PROPERTY
 BK2962'OWNED BY MRS. J.R. JONES, IN A CULTIVATED FIELD ABOUT 200 YARDS
 BK2962'NORTHEAST OF THE HOUSE, 40 FEET NORTHEAST OF THE NORTHEAST
 BK2962'CORNER OF A POND, 139 FEET EAST OF THE NORTH END OF A WOODEN
 BK2962'GATE, 147 FEET EAST SOUTHEAST OF A FENCE CORNER, 130 FEET NORTH
 BK2962'NORTHEAST OF THE NORTH ONE OF 4 PINE TREES.  IT IS A STANDARD
 BK2962'DISK STAMPED JONES 1963 1965, MARK IS 14-INCHES UNDERGROUND.
 BK2962'
 BK2962'REFERENCE MARK NO. 3 IS 134.50 FEET SOUTHWEST OF THE STATION ON
 BK2962'A SMALL MOUND OF GROUND 40 FEET SOUTH OF THE SOUTH EDGE OF THE
 BK2962'POND, 78 FEET EAST OF A NORTH-SOUTH FENCE LINE, 4 FEET EAST
 BK2962'OF A 10-INCH PINE TREE, 9.5 FEET WEST OF AN 18-INCH PINE TREE,
 BK2962'1.5 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 BK2962'STAMPED JONES NO. 3 1963 1965. PROJECTING 8-INCHES.
 BK2962'
 BK2962'REFERENCE MARK NO. 4 IS 147.00 FEET NORTHWEST OF STATION IN
 BK2962'A FENCE CORNER, 4 FEET SOUTHWEST OF A FENCE CORNER, 20 FEET
 BK2962'NORTH OF NORTH END OF A GATE, 128 FEET NORTHEAST OF NORTHEAST
 BK2962'CORNER OF MRS. JONES HOUSE, 45 FEET NORTH OF A ROW OF CEDAR
 BK2962'TREES, 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 BK2962'DISK STAMPED JONES NO. 4 1963 1965.   PROJECTS
 BK2962'6-INCHES.
 BK2962'
 BK2962'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 185.25
 BK2962'FEET.
 BK2962'
 BK2962'THE AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHWEST OF THE STATION,
 BK2962'24 FEET EAST OF THE CENTERLINE OF GRAVELED ROAD, 72 FEET SOUTH
 BK2962'OF A POWER LINE POLE, 1.5 FEET WEST OF A FENCE LINE, 1 FOOT
 BK2962'EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 BK2962'JONES 1963, PROJECTS 4-INCHES.
 BK2962'
 BK2962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 BK2962'STATE HIGHWAY 101 IN WOODLAWN, GO WEST ON STATE HIGHWAY 101
 BK2962'FOR 0.2 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR
 BK2962'0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR
 BK2962'0.25 MILES TO MRS. JONES DRIVEWAY ON THE RIGHT, TURN RIGHT
 BK2962'INTO DRIVEWAY, BEARING TO LEFT OF HOUSE TO A POND ON THE RIGHT
 BK2962'AND STATION ON THE LEFT, A DISTANCE OF ABOUT 200 YARDS.
 BK2962
 BK2962                          STATION RECOVERY (1974)
 BK2962
 BK2962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 BK2962'THE REF. MK. 4 WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 BK2962'THE POND AND TREES HAVE BEEN REMOVED FROM THE FIELD AND IT
 BK2962'HAS BEEN LEVELED FOR RICE PLANTING.  REF. MK. 3 WAS NOT FOUND
 BK2962'AND MAY HAVE BEEN REMOVED FROM THE FIELD.  THE STA. MK. IS IN
 BK2962'NEW RICE ABOUT 4 INCHES HIGH AND WAS NOT DUG FOR SINCE THE
 BK2962'POSITION COULD NOT BE PINPOINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2861 ***********************************************************************
 CQ2861  DESIGNATION -  JONESBORO
 CQ2861  PID         -  CQ2861
 CQ2861  STATE/COUNTY-  LA/JACKSON
 CQ2861  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ2861
 CQ2861                         *CURRENT SURVEY CONTROL
 CQ2861  ___________________________________________________________________
 CQ2861* NAD 83(1992)-  32 13 20.02317(N)    092 41 34.77929(W)     ADJUSTED  
 CQ2861* NAVD 88     -       101.6    (meters)     333.     (feet)  VERTCON   
 CQ2861  ___________________________________________________________________
 CQ2861  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 CQ2861  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ2861
 CQ2861  HORZ ORDER  -  FIRST
 CQ2861
 CQ2861.The horizontal coordinates were established by classical geodetic methods
 CQ2861.and adjusted by the National Geodetic Survey in January 1993..
 CQ2861
 CQ2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2861
 CQ2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2861
 CQ2861.The geoid height was determined by GEOID03.
 CQ2861
 CQ2861;                    North         East     Units Scale Factor Converg.
 CQ2861;SPC LA N     -   190,969.337   981,808.795   MT  0.99992881   -0 06 07.3
 CQ2861;SPC LA N     -   626,538.57  3,221,151.02   sFT  0.99992881   -0 06 07.3
 CQ2861;UTM  15      - 3,565,109.821   528,928.234   MT  0.99961032   +0 09 49.3
 CQ2861
 CQ2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2861!SPC LA N     -   0.99998807  x   0.99992881  =   0.99991688
 CQ2861!UTM  15      -   0.99998807  x   0.99961032  =   0.99959840
 CQ2861
 CQ2861|---------------------------------------------------------------------|
 CQ2861| PID    Reference Object                     Distance      Geod. Az  |
 CQ2861|                                                           dddmmss.s |
 CQ2861| CQ2860 JONESBORO LOT                        20.068 METERS 02132     |
 CQ2861| CY4795 JONESBORO RM 1                       17.905 METERS 03353     |
 CQ2861| CY4796 JONESBORO RM 2                       18.306 METERS 26219     |
 CQ2861| CY4794 JONESBORO AZ MK                                    3045307.8 |
 CQ2861|---------------------------------------------------------------------|
 CQ2861
 CQ2861                          SUPERSEDED SURVEY CONTROL
 CQ2861
 CQ2861  NAD 83(1986)-  32 13 20.03683(N)    092 41 34.76972(W) AD(       ) 1
 CQ2861  NAD 27      -  32 13 19.47340(N)    092 41 34.22354(W) AD(       ) 1
 CQ2861  NGVD 29 (07/19/86)  101.6    (m)          333.     (f) VERT ANG       
 CQ2861
 CQ2861.Superseded values are not recommended for survey control.
 CQ2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2861.See file dsdata.txt to determine how the superseded data were derived.
 CQ2861
 CQ2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2892865110(NAD 83)
 CQ2861_MARKER: DS = TRIANGULATION STATION DISK
 CQ2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2861
 CQ2861  HISTORY     - Date     Condition        Report By
 CQ2861  HISTORY     - 1971     MONUMENTED       NGS
 CQ2861
 CQ2861                          STATION DESCRIPTION
 CQ2861
 CQ2861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2861'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTHWEST OF SIKES, 9-1/2
 CQ2861'MILES NORTH OF DODSON, 8-1/2 MILES SOUTH OF QUITMAN, 2 MILES
 CQ2861'SOUTHEAST OF JONESBORO AND NEAR THE JONESBORO FIRE TOWER.  IT IS ON
 CQ2861'A LOW PROMINENT RIDGE IN THE SOUTHEAST CORNER OF SECTION 5, T 14
 CQ2861'N, R 3 W.  IT IS ON PROPERTY OF STATE OF LOUISIANA, FORESTRY
 CQ2861'COMMISSION, MR. LONNIE WHITE, 122 ST. JOHN, MONROE, LOUISIANA.
 CQ2861'
 CQ2861'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE NORTH SIDE
 CQ2861'OF THE COURT HOUSE IN JONESBORO, GO EAST ON U.S. HIGHWAY 167 AND
 CQ2861'STATE HIGHWAY 147 FOR 0.15 MILES TO THE JUNCTION OF U.S. HIGHWAY
 CQ2861'167 AND STATE HIGHWAY 147, CONTINUE EAST ON STATE HIGHWAY 147 FOR
 CQ2861'0.1 MILE TO THE JUNCTION OF STATE HIGHWAYS 147 AND 4.  TURN RIGHT
 CQ2861'AND GO SOUTH AND EAST ON STATE HIGHWAY 147 FOR 1.45 MILES TO A
 CQ2861'SURFACED ROAD RIGHT AND SIGN JONESBORO FIRE TOWER, TURN RIGHT
 CQ2861'AND GO SOUTHERLY ON SURFACED ROAD FOR 0.6 MILE TO STATION ON THE
 CQ2861'LEFT, EAST SIDE OF ROAD.  AS DESCRIBED.  CONTINUE SOUTH ON
 CQ2861'SURFACED ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CQ2861'GO WESTERLY, ON THE SURFACED ROAD FOR 0.25 MILE TO THE AZIMUTH
 CQ2861'MARK ON THE RIGHT, NORTH SIDE OF ROAD.  AS DESCRIBED.
 CQ2861'
 CQ2861'STATION MARKS ARE STANDARD DISKS STAMPED JONESBORO 1971.  THE
 CQ2861'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2861'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 77 FEET EAST
 CQ2861'OF THE CENTERLINE OF SURFACED ROAD, 68 FEET SOUTH-SOUTHEAST OF A
 CQ2861'40 INCH OAK TREE AND 25 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CQ2861'A FENCED IN AREA.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CQ2861'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2861'
 CQ2861'REFERENCE MARK 1, A STANDARD DISK STAMPED JONESBORO NO 1 1971, IS
 CQ2861'CEMENTED IN DRILL HOLE IN THE CONCRETE BASE OF THE SOUTHEAST LEG
 CQ2861'OF JONESBORO LOOKOUT TOWER.
 CQ2861'
 CQ2861'REFERENCE MARK 2, A STANDARD DISK STAMPED JONESBORO NO 2 1971,
 CQ2861'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2861'IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET SOUTH-SOUTHWEST
 CQ2861'OF UTILITY POLE, 28 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 CQ2861'SURFACED ROAD AND 20.5 FEET WEST OF THE NORTHWEST CORNER OF A
 CQ2861'FENCED IN AREA.
 CQ2861'
 CQ2861'THE AZIMUTH MARK, A STANDARD DISK STAMPED JONESBORO 1971, IS
 CQ2861'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2861'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 CQ2861'EAST-SOUTHEAST OF A 14 INCH PINE TREE, 30 FEET NORTH-NORTHEAST OF
 CQ2861'THE CENTERLINE OF SURFACED ROAD AND 1.7 FEET NORTH OF A METAL
 CQ2861'WITNESS POST WITH SIGN ATTACHED.
 CQ2861'
 CQ2861'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2834 ***********************************************************************
 CQ2834  DESIGNATION -  JONESBORO CABLE TV MAST
 CQ2834  PID         -  CQ2834
 CQ2834  STATE/COUNTY-  LA/JACKSON
 CQ2834  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ2834
 CQ2834                         *CURRENT SURVEY CONTROL
 CQ2834  ___________________________________________________________________
 CQ2834* NAD 83(1992)-  32 15 11.94020(N)    092 42 47.70647(W)     ADJUSTED  
 CQ2834* NAVD 88     -                                                        
 CQ2834  ___________________________________________________________________
 CQ2834  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CQ2834  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2834
 CQ2834  HORZ ORDER  -  THIRD
 CQ2834
 CQ2834.The horizontal coordinates were established by classical geodetic methods
 CQ2834.and adjusted by the National Geodetic Survey in January 1993..
 CQ2834
 CQ2834
 CQ2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2834
 CQ2834.The geoid height was determined by GEOID03.
 CQ2834
 CQ2834;                    North         East     Units Scale Factor Converg.
 CQ2834;SPC LA N     -   194,420.054   979,906.149   MT  0.99993183   -0 06 45.9
 CQ2834;SPC LA N     -   637,859.79  3,214,908.76   sFT  0.99993183   -0 06 45.9
 CQ2834;UTM  15      - 3,568,550.573   527,010.219   MT  0.99960900   +0 09 10.9
 CQ2834
 CQ2834                          SUPERSEDED SURVEY CONTROL
 CQ2834
 CQ2834  NAD 83(1986)-  32 15 11.95374(N)    092 42 47.69690(W) AD(       ) 4
 CQ2834  NAD 27      -  32 15 11.39232(N)    092 42 47.14775(W) AD(       ) 3
 CQ2834
 CQ2834.Superseded values are not recommended for survey control.
 CQ2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2834.See file dsdata.txt to determine how the superseded data were derived.
 CQ2834
 CQ2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2701068551(NAD 83)
 CQ2834_MARKER: 42 = RADIO/TV MAST
 CQ2834
 CQ2834  HISTORY     - Date     Condition        Report By
 CQ2834  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2834
 CQ2834                          STATION DESCRIPTION
 CQ2834
 CQ2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2834'JONESBORO CABLE TELEVISION MAST IS LOCATED IN THE NORTHEAST
 CQ2834'SECTION OF JONESBORO.  IT IS A TRIANGULAR STEEL STRUCTURE,
 CQ2834'PAINTED ALTERNATELY RED AND WHITE, HAS SEVERAL ANTENNAS ALONG
 CQ2834'ITS UPPER HALF AND THE OVERALL HEIGHT IS 400 FEET.
 CQ2834'
 CQ2834'TO REACH FROM THE TRAFFIC LIGHT AT THE NORTH SIDE OF THE COURT
 CQ2834'HOUSE IN JONESBORO, GO NORTH ON U.S. HIGHWAY 167 FOR 0.45 MILE
 CQ2834'TO STATE HIGHWAY 542 ON THE RIGHT.  BEAR RIGHT AND GO NORTHEAST AND
 CQ2834'EAST ON HIGHWAY 542 FOR 0.5 MILE TO THE MAST ON THE LEFT.
 CQ2834'
 CQ2834'POINT INTERSECTED IS THE LIGHT AT THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2860 ***********************************************************************
 CQ2860  DESIGNATION -  JONESBORO LOT
 CQ2860  PID         -  CQ2860
 CQ2860  STATE/COUNTY-  LA/JACKSON
 CQ2860  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ2860
 CQ2860                         *CURRENT SURVEY CONTROL
 CQ2860  ___________________________________________________________________
 CQ2860* NAD 83(1992)-  32 13 20.62922(N)    092 41 34.49803(W)     ADJUSTED  
 CQ2860* NAVD 88     -                                                        
 CQ2860  ___________________________________________________________________
 CQ2860  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 CQ2860  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ2860
 CQ2860  HORZ ORDER  -  THIRD
 CQ2860
 CQ2860.The horizontal coordinates were established by classical geodetic methods
 CQ2860.and adjusted by the National Geodetic Survey in January 1993..
 CQ2860
 CQ2860
 CQ2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2860
 CQ2860.The geoid height was determined by GEOID03.
 CQ2860
 CQ2860;                    North         East     Units Scale Factor Converg.
 CQ2860;SPC LA N     -   190,987.990   981,816.192   MT  0.99992883   -0 06 07.2
 CQ2860;SPC LA N     -   626,599.76  3,221,175.29   sFT  0.99992883   -0 06 07.2
 CQ2860;UTM  15      - 3,565,128.502   528,935.542   MT  0.99961032   +0 09 49.5
 CQ2860
 CQ2860                          SUPERSEDED SURVEY CONTROL
 CQ2860
 CQ2860  NAD 83(1986)-  32 13 20.64327(N)    092 41 34.48965(W) AD(       ) 4
 CQ2860  NAD 27      -  32 13 20.07944(N)    092 41 33.94223(W) AD(       ) 3
 CQ2860
 CQ2860.Superseded values are not recommended for survey control.
 CQ2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2860.See file dsdata.txt to determine how the superseded data were derived.
 CQ2860
 CQ2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2893665129(NAD 83)
 CQ2860_MARKER: 57 = LOOKOUT TOWER
 CQ2860
 CQ2860  HISTORY     - Date     Condition        Report By
 CQ2860  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2860
 CQ2860                          STATION DESCRIPTION
 CQ2860
 CQ2860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2860'JONESBORO LOOKOUT TOWER IS LOCATED ABOUT 2 MILES SOUTHEAST OF
 CQ2860'JONESBORO.  IT IS A SIX-FOOT SQUARE CABIN WITH WINDOWS ON ALL
 CQ2860'FOUR SIDES, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE WITH AN
 CQ2860'OVERALL HEIGHT OF 100 FEET.
 CQ2860'
 CQ2860'TO REACH FROM THE TRAFFIC LIGHT AT THE NORTH SIDE OF THE COURT
 CQ2860'HOUSE IN JONESBORO, GO EAST ON U.S. HIGHWAY 167 AND STATE HIGHWAY
 CQ2860'147 FOR 0.2 MILE TO WHERE HIGHWAY 167 TURNS RIGHT.  CONTINUE AHEAD
 CQ2860'EAST AND SOUTHEAST ON HIGHWAY 147 FOR 1.6 MILES TO A PAVED ROAD
 CQ2860'AND SIGN JONESBORO FIRE TOWER ON THE RIGHT.  TURN RIGHT AND GO
 CQ2860'SOUTHERLY ON THE PAVED ROAD FOR 0.55 MILE TO THE TOWER ON THE
 CQ2860'LEFT.
 CQ2860'
 CQ2860'THE POINT INTERSECTED IS THE TOP CENTER OF THE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2862 ***********************************************************************
 CQ2862  DESIGNATION -  JONESBORO MUN WATER TANK
 CQ2862  PID         -  CQ2862
 CQ2862  STATE/COUNTY-  LA/JACKSON
 CQ2862  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ2862
 CQ2862                         *CURRENT SURVEY CONTROL
 CQ2862  ___________________________________________________________________
 CQ2862* NAD 83(1992)-  32 14 05.00999(N)    092 42 34.23713(W)     ADJUSTED  
 CQ2862* NAVD 88     -                                                        
 CQ2862  ___________________________________________________________________
 CQ2862  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CQ2862  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2862
 CQ2862  HORZ ORDER  -  THIRD
 CQ2862
 CQ2862.The horizontal coordinates were established by classical geodetic methods
 CQ2862.and adjusted by the National Geodetic Survey in January 1993..
 CQ2862
 CQ2862
 CQ2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2862
 CQ2862.The geoid height was determined by GEOID03.
 CQ2862
 CQ2862;                    North         East     Units Scale Factor Converg.
 CQ2862;SPC LA N     -   192,357.857   980,254.708   MT  0.99992999   -0 06 38.8
 CQ2862;SPC LA N     -   631,094.07  3,216,052.32   sFT  0.99992999   -0 06 38.8
 CQ2862;UTM  15      - 3,566,490.677   527,368.223   MT  0.99960924   +0 09 17.8
 CQ2862
 CQ2862                          SUPERSEDED SURVEY CONTROL
 CQ2862
 CQ2862  NAD 83(1986)-  32 14 05.02368(N)    092 42 34.22756(W) AD(       ) 4
 CQ2862  NAD 27      -  32 14 04.45996(N)    092 42 33.67884(W) AD(       ) 3
 CQ2862
 CQ2862.Superseded values are not recommended for survey control.
 CQ2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2862.See file dsdata.txt to determine how the superseded data were derived.
 CQ2862
 CQ2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2736866491(NAD 83)
 CQ2862_MARKER: 53 = ELEVATED TANK
 CQ2862
 CQ2862  HISTORY     - Date     Condition        Report By
 CQ2862  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2862
 CQ2862                          STATION DESCRIPTION
 CQ2862
 CQ2862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2862'JONESBORO MUNICIPAL WATER TANK IS LOCATED IN THE SOUTHEAST
 CQ2862'SECTION OF JONESBORO.  IT IS AN ELEVATED TANK, PAINTED BLUE WITH
 CQ2862'A WHITE TOP, HAS THE LETTERS TOWN OF JONESBORO PAINTED ON ITS NORTH
 CQ2862'AND SOUTH SIDE, IS SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE AND
 CQ2862'THE OVERALL HEIGHT IS 140 FEET.
 CQ2862'
 CQ2862'TO REACH FROM THE NORTH SIDE OF THE COURT HOUSE IN JONESBORO,
 CQ2862'GO EAST AND SOUTHEAST ON STATE HIGHWAY 147 FOR 0.75 MILE TO THE
 CQ2862'TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2859 ***********************************************************************
 CQ2859  DESIGNATION -  JONESBORO MUNICIPAL TANK
 CQ2859  PID         -  CQ2859
 CQ2859  STATE/COUNTY-  LA/JACKSON
 CQ2859  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ2859
 CQ2859                         *CURRENT SURVEY CONTROL
 CQ2859  ___________________________________________________________________
 CQ2859* NAD 83(1992)-  32 14 29.48049(N)    092 42 50.20490(W)     ADJUSTED  
 CQ2859* NAVD 88     -                                                        
 CQ2859  ___________________________________________________________________
 CQ2859  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CQ2859  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2859
 CQ2859  HORZ ORDER  -  THIRD
 CQ2859
 CQ2859.The horizontal coordinates were established by classical geodetic methods
 CQ2859.and adjusted by the National Geodetic Survey in January 1993..
 CQ2859
 CQ2859
 CQ2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2859
 CQ2859.The geoid height was determined by GEOID03.
 CQ2859
 CQ2859;                    North         East     Units Scale Factor Converg.
 CQ2859;SPC LA N     -   193,112.385   979,838.174   MT  0.99993065   -0 06 47.2
 CQ2859;SPC LA N     -   633,569.55  3,214,685.74   sFT  0.99993065   -0 06 47.2
 CQ2859;UTM  15      - 3,567,243.024   526,948.329   MT  0.99960896   +0 09 09.4
 CQ2859
 CQ2859                          SUPERSEDED SURVEY CONTROL
 CQ2859
 CQ2859  NAD 83(1986)-  32 14 29.49414(N)    092 42 50.19511(W) AD(       ) 4
 CQ2859  NAD 27      -  32 14 28.93171(N)    092 42 49.64508(W) AD(       ) 3
 CQ2859
 CQ2859.Superseded values are not recommended for survey control.
 CQ2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2859.See file dsdata.txt to determine how the superseded data were derived.
 CQ2859
 CQ2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2694867243(NAD 83)
 CQ2859_MARKER: 51 = TANK
 CQ2859
 CQ2859  HISTORY     - Date     Condition        Report By
 CQ2859  HISTORY     - 1934     FIRST OBSERVED   CGS
 CQ2859
 CQ2859                          STATION DESCRIPTION
 CQ2859
 CQ2859'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2863 ***********************************************************************
 CQ2863  DESIGNATION -  JONESBORO RAD STA KTOC MAST
 CQ2863  PID         -  CQ2863
 CQ2863  STATE/COUNTY-  LA/JACKSON
 CQ2863  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ2863
 CQ2863                         *CURRENT SURVEY CONTROL
 CQ2863  ___________________________________________________________________
 CQ2863* NAD 83(1992)-  32 13 30.17548(N)    092 43 28.28519(W)     ADJUSTED  
 CQ2863* NAVD 88     -                                                        
 CQ2863  ___________________________________________________________________
 CQ2863  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CQ2863  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ2863
 CQ2863  HORZ ORDER  -  THIRD
 CQ2863
 CQ2863.The horizontal coordinates were established by classical geodetic methods
 CQ2863.and adjusted by the National Geodetic Survey in January 1993..
 CQ2863
 CQ2863
 CQ2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2863
 CQ2863.The geoid height was determined by GEOID03.
 CQ2863
 CQ2863;                    North         East     Units Scale Factor Converg.
 CQ2863;SPC LA N     -   191,287.760   978,837.554   MT  0.99992907   -0 07 07.3
 CQ2863;SPC LA N     -   627,583.26  3,211,402.88   sFT  0.99992907   -0 07 07.3
 CQ2863;UTM  15      - 3,565,414.366   525,956.499   MT  0.99960831   +0 08 48.8
 CQ2863
 CQ2863                          SUPERSEDED SURVEY CONTROL
 CQ2863
 CQ2863  NAD 83(1986)-  32 13 30.18912(N)    092 43 28.27560(W) AD(       ) 4
 CQ2863  NAD 27      -  32 13 29.62557(N)    092 43 27.72456(W) AD(       ) 3
 CQ2863
 CQ2863.Superseded values are not recommended for survey control.
 CQ2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2863.See file dsdata.txt to determine how the superseded data were derived.
 CQ2863
 CQ2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2595665414(NAD 83)
 CQ2863_MARKER: 42 = RADIO/TV MAST
 CQ2863
 CQ2863  HISTORY     - Date     Condition        Report By
 CQ2863  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2863
 CQ2863                          STATION DESCRIPTION
 CQ2863
 CQ2863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2863'JONESBORO RADIO STATION KTOC MAST IS LOCATED AT THE SOUTHWEST
 CQ2863'EDGE OF JONESBORO.  IT IS A TRIANGULAR SHAPED STEEL STRUCTURE,
 CQ2863'PAINTED ALTERNATELY RED AND WHITE AND THE OVERALL HEIGHT IS 268
 CQ2863'FEET.
 CQ2863'
 CQ2863'TO REACH FROM THE TRAFFIC LIGHT AT THE NORTH SIDE OF THE COURT
 CQ2863'HOUSE IN JONESBORO, GO EAST AND SOUTH ON U.S. HIGHWAY 167 FOR
 CQ2863'0.55 MILE TO 8TH STREET.  TURN RIGHT AND GO WEST ON 8TH STREET
 CQ2863'FOR 0.2 MILE TO GANSVILLE ROAD.  TURN RIGHT AND GO SOUTH ON
 CQ2863'GANSVILLE ROAD FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 CQ2863'
 CQ2863'THE POINT INTERSECTED IS THE RED LIGHT AT THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4659 ***********************************************************************
 BJ4659  DESIGNATION -  JORDAN
 BJ4659  PID         -  BJ4659
 BJ4659  STATE/COUNTY-  LA/ST HELENA
 BJ4659  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ4659
 BJ4659                         *CURRENT SURVEY CONTROL
 BJ4659  ___________________________________________________________________
 BJ4659* NAD 83(1992)-  30 45 07.45285(N)    090 45 12.17263(W)     ADJUSTED  
 BJ4659* NAVD 88     -        67.5    (meters)     221.     (feet)  VERTCON   
 BJ4659  ___________________________________________________________________
 BJ4659  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ4659  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4659
 BJ4659  HORZ ORDER  -  FIRST
 BJ4659
 BJ4659.The horizontal coordinates were established by classical geodetic methods
 BJ4659.and adjusted by the National Geodetic Survey in May 1994..
 BJ4659
 BJ4659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4659
 BJ4659.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4659
 BJ4659.The geoid height was determined by GEOID03.
 BJ4659
 BJ4659;                    North         East     Units Scale Factor Converg.
 BJ4659;SPC LA S     -   249,776.740 1,055,531.075   MT  1.00001149   +0 17 23.9
 BJ4659;SPC LA S     -   819,475.85  3,463,021.54   sFT  1.00001149   +0 17 23.9
 BJ4659;UTM  15      - 3,404,282.180   715,055.214   MT  1.00017055   +1 08 57.1
 BJ4659
 BJ4659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4659!SPC LA S     -   0.99999368  x   1.00001149  =   1.00000517
 BJ4659!UTM  15      -   0.99999368  x   1.00017055  =   1.00016423
 BJ4659
 BJ4659|---------------------------------------------------------------------|
 BJ4659| PID    Reference Object                     Distance      Geod. Az  |
 BJ4659|                                                           dddmmss.s |
 BJ4659| CW1957 JORDAN RM 1                          32.763 METERS 01752     |
 BJ4659| BJ4575 GREENSBURG ELEC CORP RAD MAST       APPROX.11.4 KM 0380451.9 |
 BJ4659| BJ4574 GREENSBURG MUN TANK                 APPROX.11.7 KM 0423135.2 |
 BJ4659| BJ4636 MONTPELIER ATT MICROWAVE            APPROX.11.6 KM 1374342.1 |
 BJ4659| CW1956 JORDAN AZ MK                                       1780143.2 |
 BJ4659| BJ4638 PINE GROVE LOT                      APPROX. 4.6 KM 1785137.4 |
 BJ4659| CW1958 JORDAN RM 2                          31.678 METERS 26222     |
 BJ4659|---------------------------------------------------------------------|
 BJ4659
 BJ4659                          SUPERSEDED SURVEY CONTROL
 BJ4659
 BJ4659  NAD 83(1992)-  30 45 07.45323(N)    090 45 12.17258(W) AD(       ) 1
 BJ4659  NAD 83(1986)-  30 45 07.46887(N)    090 45 12.16940(W) AD(       ) 1
 BJ4659  NAD 27      -  30 45 06.80790(N)    090 45 11.81420(W) AD(       ) 1
 BJ4659  NGVD 29 (07/19/86)   67.5    (m)          221.     (f) VERT ANG       
 BJ4659
 BJ4659.Superseded values are not recommended for survey control.
 BJ4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4659.See file dsdata.txt to determine how the superseded data were derived.
 BJ4659
 BJ4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1505504282(NAD 83)
 BJ4659_MARKER: DS = TRIANGULATION STATION DISK
 BJ4659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4659
 BJ4659  HISTORY     - Date     Condition        Report By
 BJ4659  HISTORY     - 1970     MONUMENTED       NGS
 BJ4659  HISTORY     - 1978     GOOD             NGS
 BJ4659  HISTORY     - 1984     GOOD             LADTD
 BJ4659
 BJ4659                          STATION DESCRIPTION
 BJ4659
 BJ4659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4659'THE STATION IS LOCATED 8 MILES NORTHWEST OF MONTPELIER, 5-1/4 MILES
 BJ4659'SOUTH AND 5 MILES WEST OF GREENSBURG AND 3 MILES NORTH OF PINE
 BJ4659'GROVE, IN THE EXTREME SOUTHEAST CORNER OF SECTION 25, T 3 S, R 4 E,
 BJ4659'ON PROPERTY OF THE INTERNATIONAL PAPER COMPANY, MR. O.H.
 BJ4659'BAUMANN, DISTRICT SUPERVISOR, WOODSLANDS DEPARTMENT POST
 BJ4659'OFFICE BOX 157, AMITE, LOUISIANA.
 BJ4659'
 BJ4659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 449
 BJ4659'TO THE NORTH AND STATE HIGHWAY 1041 TO THE SOUTH, AT THE EAST EDGE OF
 BJ4659'PINE GROVE, GO NORTH ON HIGHWAY 449 FOR 1.2 MILES TO A SIDE ROAD
 BJ4659'LEFT AT OUTSIDE OF LONG SWEEPING CURVE TO RIGHT IN THE HIGHWAY.
 BJ4659'TURN LEFT AND GO WEST FOR 0.05 MILE TO FORK AT THE END OF THE
 BJ4659'PAVEMENT.  TAKE THE RIGHT FORK AND GO NORTH ON A GRAVELED ROAD FOR
 BJ4659'1.2 MILES TO A GATE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 BJ4659'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.6 MILE TO A CATTLE GUARD
 BJ4659'AT A SIDE ROAD LEFT AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 BJ4659'INTERSECTION.
 BJ4659'
 BJ4659'THE STATION MARK IS A STANDARD DISK STAMPED JORDAN 1970, SET IN THE
 BJ4659'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 BJ4659'ABOVE THE GROUND SURFACE.  IT IS 65.5 FEET WEST OF THE CENTER OF
 BJ4659'THE CATTLE GUARD AND GRAVELED ROAD, 51 FEET WEST-NORTHWEST OF A
 BJ4659'CORNER FENCE POST, 33 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 BJ4659'GRAVELED ROAD AND 14.5 FEET NORTH OF A METAL WITNESS POST IN A
 BJ4659'FENCELINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BJ4659'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4659'
 BJ4659'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JORDAN NO 1 1970, SET IN
 BJ4659'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ4659'INCHES ABOVE THE GROUND SURFACE.  IT IS 69 FEET NORTH OF THE
 BJ4659'EAST-WEST GRAVELED ROAD, 39.5 FEET SOUTH-SOUTHWEST OF AN 18-INCH PINE
 BJ4659'TREE AND 33.5 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 BJ4659'ROAD.
 BJ4659'
 BJ4659'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JORDAN NO 2 1970, SET IN
 BJ4659'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ4659'INCHES ABOVE THE GROUND SURFACE.  IT IS 103.5 FEET WEST OF THE
 BJ4659'METAL WITNESS POST, 42 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 BJ4659'GRAVELED ROAD, 13 FEET SOUTH-SOUTHWEST OF AN 18-INCH PINE TREE AND
 BJ4659'1 FOOT NORTH OF THE FENCELINE.
 BJ4659'
 BJ4659'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JORDAN 1970, SET IN THE
 BJ4659'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ4659'INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET EAST OF THE CENTER
 BJ4659'OF THE GRAVELED ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST AND
 BJ4659'1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE.
 BJ4659'
 BJ4659'HEIGHT OF LIGHT ABOVE STATION MARK 31.5 METERS.
 BJ4659
 BJ4659                          STATION RECOVERY (1978)
 BJ4659
 BJ4659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LAP)
 BJ4659'STA. MK., R.M. 2 AND AZ. MK. WERE FOUND AS DESCRIBED.
 BJ4659'
 BJ4659'REF. MK. 1 WAS FOUND DESTROYED, PULLED OUT OF GROUND.
 BJ4659'
 BJ4659'PIECES OF BROKEN CONCRETE WERE FOUND IN THE AREA DESCRIBED.
 BJ4659'
 BJ4659'THE DESCRIBED AREA HAS BEEN BULLDOZED WITHIN THE PAST 6 MONTHS.
 BJ4659'
 BJ4659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI. NW OF
 BJ4659'MONTPELIER.
 BJ4659
 BJ4659                          STATION RECOVERY (1984)
 BJ4659
 BJ4659'RECOVERY NOTE BY LA TRANSP AND DEV 1984 (DT)
 BJ4659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2907 ***********************************************************************
 AU2907  DESIGNATION -  JOS 1934
 AU2907  PID         -  AU2907
 AU2907  STATE/COUNTY-  LA/JEFFERSON
 AU2907  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2907
 AU2907                         *CURRENT SURVEY CONTROL
 AU2907  ___________________________________________________________________
 AU2907* NAD 83(1992)-  29 27 39.15813(N)    090 03 34.97722(W)     ADJUSTED  
 AU2907* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2907  **This station is located in a subsidence area (see below).
 AU2907  ___________________________________________________________________
 AU2907  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AU2907  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AU2907
 AU2907  HORZ ORDER  -  THIRD
 AU2907
 AU2907.The horizontal coordinates were established by classical geodetic methods
 AU2907.and adjusted by the National Geodetic Survey in January 1993..
 AU2907
 AU2907 ** The orthometric height has not been validated since last determined
 AU2907 ** by differential leveling and should not be used for control purposes.
 AU2907 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2907 ** area with valid NAVD 88 orthometric heights.
 AU2907 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2907 ** epoch indicated which incorporates improved geoid heights for the
 AU2907 ** Southern Louisiana Subsidence area.
 AU2907 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2907.The orthometric height was scaled from a topographic map.
 AU2907
 AU2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2907
 AU2907.The geoid height was determined by GEOID03.
 AU2907
 AU2907;                    North         East     Units Scale Factor Converg.
 AU2907;SPC LA S     -   107,195.894 1,123,539.122   MT  0.99996985   +0 38 12.6
 AU2907;SPC LA S     -   351,691.86  3,686,144.60   sFT  0.99996985   +0 38 12.6
 AU2907;UTM  15      - 3,262,649.396   785,168.934   MT  1.00060355   +1 26 49.5
 AU2907;UTM  16      - 3,262,948.112   203,242.139   MT  1.00068679   -1 30 21.5
 AU2907
 AU2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2907!SPC LA S     -   1.00000387  x   0.99996985  =   0.99997372
 AU2907!UTM  15      -   1.00000387  x   1.00060355  =   1.00060742
 AU2907!UTM  16      -   1.00000387  x   1.00068679  =   1.00069066
 AU2907
 AU2907                          SUPERSEDED SURVEY CONTROL
 AU2907
 AU2907  NAD 83(1986)-  29 27 39.17242(N)    090 03 34.98386(W) AD(       ) 3
 AU2907  NAD 27      -  29 27 38.38200(N)    090 03 34.72500(W) AD(       ) 3
 AU2907
 AU2907.Superseded values are not recommended for survey control.
 AU2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2907.See file dsdata.txt to determine how the superseded data were derived.
 AU2907
 AU2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8516962649(NAD 83)
 AU2907_MARKER: DD = SURVEY DISK
 AU2907_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2907_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2907
 AU2907  HISTORY     - Date     Condition        Report By
 AU2907  HISTORY     - 1934     MONUMENTED       CGS
 AU2907  HISTORY     - 1952     GOOD             CGS
 AU2907
 AU2907                          STATION DESCRIPTION
 AU2907
 AU2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2907'STATION IS SITUATED AT THE W END OF GRAND BAYOU WHERE IT
 AU2907'ENTERS LATONIA BAY AND IS ON THE N SIDE OF THE BAYOU.  THE
 AU2907'STATION IS 25 METERS FROM THE END OF A POINT WHICH EXTENDS
 AU2907'TOWARDS THE E.  THE NEAREST HIGH-WATER MARK IS 12 METERS
 AU2907'TO THE SE.  THERE IS A CUT MAKING THE N SIDE OF THIS POINT
 AU2907'AND THE STATION IS ABOUT 40 METERS FROM THIS ARM.
 AU2907'
 AU2907'STATION MARK IS A STANDARD HYDROGRAPHIC DISK SET IN CONCRETE
 AU2907'AT THE TOP OF A TILE, WHICH IS FASTENED BY MEANS OF CONCRETE
 AU2907'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2907
 AU2907                          STATION RECOVERY (1952)
 AU2907
 AU2907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2907'STATION WAS RECOVERED IN FAIR CONDITION.  THE PUBLISHED
 AU2907'DESCRIPTION IS INADEQUATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2907'
 AU2907'STATION IS LOCATED ON THE N SIDE OF GRAND BAYOU, NE OF THE
 AU2907'MOUTH OF ST. JOSEPH BAY, ON THE SE CORNER OF AN ISLAND,
 AU2907'AND 8 FT. OFFSHORE.  IT IS A STANDARD HYDROGRAPHIC-STATION
 AU2907'DISK, STAMPED JOS 1934 AND SET IN A CONCRETE-FILLED TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0587 ***********************************************************************
 AV0587  DESIGNATION -  JOSE
 AV0587  PID         -  AV0587
 AV0587  STATE/COUNTY-  LA/CAMERON
 AV0587  USGS QUAD   -  FLOATING TURF BAYOU (1979)
 AV0587
 AV0587                         *CURRENT SURVEY CONTROL
 AV0587  ___________________________________________________________________
 AV0587* NAD 83(1992)-  29 41 28.12382(N)    092 37 04.82569(W)     ADJUSTED  
 AV0587* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0587  **This station is located in a subsidence area (see below).
 AV0587  ___________________________________________________________________
 AV0587  X           -    -253,291.161 (meters)                     COMP
 AV0587  Y           -  -5,539,485.732 (meters)                     COMP
 AV0587  Z           -   3,140,665.916 (meters)                     COMP
 AV0587  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AV0587  ELLIP HEIGHT-         -24.57  (meters)          (06/26/02) GPS OBS
 AV0587  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AV0587  DYNAMIC HT  -           1.5   (meters)       5.    (feet)  COMP
 AV0587  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 AV0587
 AV0587  HORZ ORDER  -  FIRST
 AV0587  VERT ORDER  -  THIRD (See Below)
 AV0587  ELLP ORDER  -  FOURTH    CLASS II
 AV0587
 AV0587.The horizontal coordinates were established by GPS observations
 AV0587.and adjusted by the National Geodetic Survey in January 1993..
 AV0587
 AV0587 ** The orthometric height has not been validated since last determined
 AV0587 ** by differential leveling and should not be used for control purposes.
 AV0587 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0587 ** area with valid NAVD 88 orthometric heights.
 AV0587 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0587 ** epoch indicated which incorporates improved geoid heights for the
 AV0587 ** Southern Louisiana Subsidence area.
 AV0587 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0587.The orthometric height was scaled from a topographic map.
 AV0587.The vertical order pertains to the NGVD 29 superseded value.
 AV0587
 AV0587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0587
 AV0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0587
 AV0587.The ellipsoidal height was determined by GPS observations
 AV0587.and is referenced to NAD 83.
 AV0587
 AV0587.The geoid height was determined by GEOID03.
 AV0587
 AV0587.The dynamic height is computed by dividing the NAVD 88
 AV0587.geopotential number by the normal gravity value computed on the
 AV0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0587.degrees latitude (g = 980.6199 gals.).
 AV0587
 AV0587.The modeled gravity was interpolated from observed gravity values.
 AV0587
 AV0587;                    North         East     Units Scale Factor Converg.
 AV0587;SPC LA S     -   132,729.240   875,674.608   MT  0.99994026   -0 38 32.5
 AV0587;SPC LA S     -   435,462.51  2,872,942.44   sFT  0.99994026   -0 38 32.5
 AV0587;UTM  15      - 3,284,623.595   536,956.017   MT  0.99961685   +0 11 21.2
 AV0587
 AV0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0587!SPC LA S     -   1.00000386  x   0.99994026  =   0.99994412
 AV0587!UTM  15      -   1.00000386  x   0.99961685  =   0.99962071
 AV0587
 AV0587                          SUPERSEDED SURVEY CONTROL
 AV0587
 AV0587  ELLIP H (01/21/93)  -24.48   (m)                       GP(       ) 4 2
 AV0587  NAD 83(1986)-  29 41 28.13923(N)    092 37 04.79745(W) AD(       ) 1
 AV0587  NGVD 29 (05/20/88)    1.48   (m)            4.9    (f) LEVELING    3  
 AV0587
 AV0587.Superseded values are not recommended for survey control.
 AV0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0587.See file dsdata.txt to determine how the superseded data were derived.
 AV0587
 AV0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3695684624(NAD 83)
 AV0587_MARKER: DS = TRIANGULATION STATION DISK
 AV0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0587_SP_SET: CONCRETE POST
 AV0587_STAMPING: JOSE 1987
 AV0587_MARK LOGO: LADTD 
 AV0587_PROJECTION: RECESSED 3 CENTIMETERS
 AV0587_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AV0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0587+STABILITY: SURFACE MOTION
 AV0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0587+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AV0587
 AV0587  HISTORY     - Date     Condition        Report By
 AV0587  HISTORY     - 1987     MONUMENTED       LADTD
 AV0587  HISTORY     - 1987     GOOD             LADTD
 AV0587
 AV0587                          STATION DESCRIPTION
 AV0587
 AV0587'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AV0587'THE STATION IS LOCATED ABOUT 16.9 KM (10.5 MI)
 AV0587'WEST OF PECAN ISLAND AND
 AV0587'35.4 KM (22 MI) EAST OF GRAND CHENIER.
 AV0587'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AV0587'
 AV0587'TO REACH THE STATION FROM THE SCHOOL IN PECAN ISLAND, GO
 AV0587'WEST FOR 16.9 KM (10.5 MI) ON STATE HIGHWAY 82 RO THE MARK ON THE
 AV0587'LEFT NEAR THE BEGINNING OF A FIELD ROAD LEADING SOUTH.
 AV0587'
 AV0587'THE STATION IS A STANDARD LADTD DISK
 AV0587'STAMPED---JOSE 1987---,
 AV0587'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0587'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0587'12.3 METERS (40.5 FT) NORTH-NORTHEAST FROM THE CENTER OF A METAL
 AV0587'GATE,
 AV0587'11 METERS (36 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 AV0587'8.2 METERS (27 FT) WEST-NORTHWEST FROM A FENCE CORNER AND
 AV0587'0.8 METERS (2.5 FT) NORTH FROM A METAL WITNESS POST.
 AV0587'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 AV0587'STAMPED---JOSE 1987---,
 AV0587'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AV0587'
 AV0587'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 AV0587'STAMPED---M 215---,
 AV0587'SET INTO A DRILL HOLE IN THE NORTHWEST WINGWALL OF THE BRIDGE OVER
 AV0587'LONG ISLAND DITCH.
 AV0587'4.9 METERS (16 FT) NORTH FROM THE CENTER OF THE HIGHWAY.
 AV0587
 AV0587                          STATION RECOVERY (1987)
 AV0587
 AV0587'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AV0587'16.9 KM (10.5 MI) WEST FROM PECAN ISLAND.
 AV0587'16.9 KM (10.5 MI) WEST ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE
 AV0587'IN PECAN ISLAND TO THE MARK ON THE RIGHT NEAR A FIELD ROAD LEADING
 AV0587'SOUTH, 12.3 METERS (40.5 FT) NORTH-NORTHEAST OF THE CENTER OF A METAL
 AV0587'GATE, 10.9 METERS (36 FT) SOUTH OF THE CENTER OF THE HIGHWAY AND 8.2
 AV0587'METERS (27 FT) WEST-NORTHWEST OF A FENCE CORNER.
 AV0587'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 AV0587'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0542 ***********************************************************************
 BW0542  DESIGNATION -  JOSEPH
 BW0542  PID         -  BW0542
 BW0542  STATE/COUNTY-  LA/TENSAS
 BW0542  USGS QUAD   -  ST JOSEPH (1986)
 BW0542
 BW0542                         *CURRENT SURVEY CONTROL
 BW0542  ___________________________________________________________________
 BW0542* NAD 83(1992)-  31 54 49.16357(N)    091 14 06.05619(W)     ADJUSTED  
 BW0542* NAVD 88     -        22.305  (meters)      73.18   (feet)  ADJUSTED  
 BW0542  ___________________________________________________________________
 BW0542  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BW0542  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0542  DYNAMIC HT  -          22.278 (meters)      73.09  (feet)  COMP
 BW0542  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 BW0542
 BW0542  HORZ ORDER  -  FIRST
 BW0542  VERT ORDER  -  FIRST     CLASS II
 BW0542
 BW0542.The horizontal coordinates were established by classical geodetic methods
 BW0542.and adjusted by the National Geodetic Survey in May 1994..
 BW0542
 BW0542.The orthometric height was determined by differential leveling
 BW0542.and adjusted by the National Geodetic Survey in February 1994..
 BW0542
 BW0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0542
 BW0542.The geoid height was determined by GEOID03.
 BW0542
 BW0542.The dynamic height is computed by dividing the NAVD 88
 BW0542.geopotential number by the normal gravity value computed on the
 BW0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0542.degrees latitude (g = 980.6199 gals.).
 BW0542
 BW0542.The modeled gravity was interpolated from observed gravity values.
 BW0542
 BW0542;                    North         East     Units Scale Factor Converg.
 BW0542;SPC LA N     -   157,437.173 1,119,631.313   MT  0.99991474   +0 40 07.7
 BW0542;SPC LA N     -   516,525.13  3,673,323.73   sFT  0.99991474   +0 40 07.7
 BW0542;SPC MS W     -   267,930.250   614,720.160   MT  1.00003966   -0 28 36.1
 BW0542;SPC MS W     -   879,034.50  2,016,794.39   sFT  1.00003966   -0 28 36.1
 BW0542;UTM  15      - 3,532,224.295   666,879.981   MT  0.99994346   +0 55 59.7
 BW0542
 BW0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0542!SPC LA N     -   1.00000061  x   0.99991474  =   0.99991535
 BW0542!SPC MS W     -   1.00000061  x   1.00003966  =   1.00004027
 BW0542!UTM  15      -   1.00000061  x   0.99994346  =   0.99994407
 BW0542
 BW0542:                Primary Azimuth Mark                     Grid Az
 BW0542:SPC LA N     -  TRIM                                     094 41 46.3
 BW0542:SPC MS W     -  TRIM                                     095 50 30.1
 BW0542:UTM  15      -  TRIM                                     094 25 54.3
 BW0542
 BW0542|---------------------------------------------------------------------|
 BW0542| PID    Reference Object                     Distance      Geod. Az  |
 BW0542|                                                           dddmmss.s |
 BW0542| BW0689 TRIM                                APPROX. 5.5 KM 0952154.0 |
 BW0542| BW0543 ST JOSEPH CAP                        29.033 METERS 19722     |
 BW0542| BW0701 PTS 78                               34.729 METERS 19737     |
 BW0542| BW2396 SOUTH MERIDIAN GLO 1929              53.510 METERS 23003     |
 BW0542| BW0546 COURTHOUSE                          173.475 METERS 29348     |
 BW0542|---------------------------------------------------------------------|
 BW0542
 BW0542                          SUPERSEDED SURVEY CONTROL
 BW0542
 BW0542  NAD 83(1992)-  31 54 49.17495(N)    091 14 06.05214(W) AD(       ) 1
 BW0542  NAD 83(1986)-  31 54 49.17612(N)    091 14 06.05263(W) AD(       ) 1
 BW0542  NAD 27      -  31 54 48.60163(N)    091 14 05.64904(W) AD(       ) 1
 BW0542  NAVD 88 (06/15/91)   22.315  (m)           73.21   (f) UNKNOWN     1 2
 BW0542  NGVD 29 (??/??/??)   22.318  (m)           73.22   (f) ADJUSTED    1 2
 BW0542
 BW0542.Superseded values are not recommended for survey control.
 BW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0542.See file dsdata.txt to determine how the superseded data were derived.
 BW0542
 BW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6688032224(NAD 83)
 BW0542_MARKER: DS = TRIANGULATION STATION DISK
 BW0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0542_STAMPING: JOSEPH 1929
 BW0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0542+STABILITY: SURFACE MOTION
 BW0542
 BW0542  HISTORY     - Date     Condition        Report By
 BW0542  HISTORY     - 1929     MONUMENTED       CGS
 BW0542  HISTORY     - 1974     GOOD             BAKER
 BW0542  HISTORY     - 1974     GOOD             LADTD
 BW0542  HISTORY     - 1979     GOOD             NGS
 BW0542
 BW0542                          STATION DESCRIPTION
 BW0542
 BW0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW0542'IN SE END OF TOWN OF ST. JOSEPH, IN E END OF COURTHOUSE SQUARE,
 BW0542'26.36 METERS (86.5 FEET) NW OF NW CORNER OF MASONIC TEMPLE,
 BW0542'13.1 METERS (43 FEET) S OF GRAVEL STREET, 55.8 METERS (183 FEET)
 BW0542'W OF GRAVEL STREET, 22.9 METERS (75 FEET) W OF 18-INCH TREE, AND
 BW0542'23.8 METERS (78 FEET) E OF 20-INCH TREE.
 BW0542'
 BW0542'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BW0542'IN CONCRETE.
 BW0542'
 BW0542'P.B.M. ST. JOSEPH (M.R.C.) IS 29.03 METERS (95.2 FEET) FROM
 BW0542'STATION S 17 DEG 22 MIN W.
 BW0542'
 BW0542'PRIMARY TRAVERSE STATION NO. 78 (U.S.G.S.) IS 34.73 METERS
 BW0542'(113.9 FEET) FROM STATION S 17 DEG 37 MIN W.
 BW0542'
 BW0542'BENCH MARK COURTHOUSE (M.R.C.) IS 173.47 METERS (569.1 FEET) FROM
 BW0542'STATION N 66 DEG 12 MIN W.
 BW0542'
 BW0542'SOUTH MERIDIAN (G.L.O.) IS 53.51 METERS (175.6 FEET) FROM STATION
 BW0542'S 50 DEG 03 MIN W.
 BW0542
 BW0542                          STATION RECOVERY (1974)
 BW0542
 BW0542'RECOVERY NOTE BY M BAKER JR INCORPORATED 1974 (WJB)
 BW0542'JOSEPH-GOOD
 BW0542
 BW0542                          STATION RECOVERY (1974)
 BW0542
 BW0542'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 BW0542'IN ST JOSEPH.
 BW0542'AT ST. JOSEPH, TENSAS PARISH, ON COURTHOUSE SQUARE.  IT IS 584.0 FEET
 BW0542'SOUTHEAST OF THE COURTHOUSE, 43.0 FEET SOUTHWEST OF THE CENTERLINE OF
 BW0542'HANCOCK STREET, 24.0 FEET NORTH OF A 36-INCH LIVE OAK, 101.8 FEET
 BW0542'NORTH OF THE NORTH CORNER OF THE MASONIC BUILDING.  SET IN TOP OF A
 BW0542'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  SEC 16, T 11N, R
 BW0542'12E.
 BW0542
 BW0542                          STATION RECOVERY (1979)
 BW0542
 BW0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0740 ***********************************************************************
 AV0740  DESIGNATION -  JOSEPH
 AV0740  PID         -  AV0740
 AV0740  STATE/COUNTY-  LA/CAMERON
 AV0740  USGS QUAD   -  COW ISLAND (1979)
 AV0740
 AV0740                         *CURRENT SURVEY CONTROL
 AV0740  ___________________________________________________________________
 AV0740* NAD 83(1992)-  29 37 33.25400(N)    092 45 40.74929(W)     ADJUSTED  
 AV0740* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0740  **This station is located in a subsidence area (see below).
 AV0740  ___________________________________________________________________
 AV0740  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0740  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AV0740
 AV0740  HORZ ORDER  -  THIRD
 AV0740
 AV0740.The horizontal coordinates were established by classical geodetic methods
 AV0740.and adjusted by the National Geodetic Survey in January 1993..
 AV0740
 AV0740 ** The orthometric height has not been validated since last determined
 AV0740 ** by differential leveling and should not be used for control purposes.
 AV0740 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0740 ** area with valid NAVD 88 orthometric heights.
 AV0740 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0740 ** epoch indicated which incorporates improved geoid heights for the
 AV0740 ** Southern Louisiana Subsidence area.
 AV0740 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0740.The orthometric height was scaled from a topographic map.
 AV0740
 AV0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0740
 AV0740.The geoid height was determined by GEOID03.
 AV0740
 AV0740;                    North         East     Units Scale Factor Converg.
 AV0740;SPC LA S     -   125,662.554   861,716.024   MT  0.99994702   -0 42 50.4
 AV0740;SPC LA S     -   412,277.90  2,827,146.66   sFT  0.99994702   -0 42 50.4
 AV0740;UTM  15      - 3,277,357.440   523,106.091   MT  0.99960659   +0 07 04.8
 AV0740
 AV0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0740!SPC LA S     -   1.00000405  x   0.99994702  =   0.99995107
 AV0740!UTM  15      -   1.00000405  x   0.99960659  =   0.99961064
 AV0740
 AV0740|---------------------------------------------------------------------|
 AV0740| PID    Reference Object                     Distance      Geod. Az  |
 AV0740|                                                           dddmmss.s |
 AV0740| CV9939 JOSEPH RM 1                          18.940 METERS 00554     |
 AV0740| CV9940 JOSEPH RM 2                          20.250 METERS 15754     |
 AV0740| AV0746 PIPE MARK 1955                      110.435 METERS 16533     |
 AV0740| AV0744 SHELL WELL 1 A                      APPROX. 5.3 KM 1965411.5 |
 AV0740| AV0714 CONTINENTAL DA DERRICK              APPROX.26.9 KM 2071117.5 |
 AV0740| CV9938 JOSEPH AZ MK                                       3375058.8 |
 AV0740|---------------------------------------------------------------------|
 AV0740
 AV0740                          SUPERSEDED SURVEY CONTROL
 AV0740
 AV0740  NAD 83(1986)-  29 37 33.26685(N)    092 45 40.72349(W) AD(       ) 3
 AV0740  NAD 27      -  29 37 32.46200(N)    092 45 40.20000(W) AD(       ) 3
 AV0740
 AV0740.Superseded values are not recommended for survey control.
 AV0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0740.See file dsdata.txt to determine how the superseded data were derived.
 AV0740
 AV0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN2310677357(NAD 83)
 AV0740_MARKER: DS = TRIANGULATION STATION DISK
 AV0740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0740_SP_SET: METAL PIPE IN CONCRETE
 AV0740
 AV0740  HISTORY     - Date     Condition        Report By
 AV0740  HISTORY     - 1955     MONUMENTED       CGS
 AV0740  HISTORY     - 1959     GOOD             LOCENG
 AV0740  HISTORY     - 1965     MARK NOT FOUND   CGS
 AV0740  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0740
 AV0740                          STATION DESCRIPTION
 AV0740
 AV0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0740'STATION IS LOCATED ON THE COAST LINE ON PROPERTY OF THE ROCKEFELLER
 AV0740'FOUNDATION WILD LIFE SANCTUARY, ABOUT 16 MILES EAST SOUTHEAST
 AV0740'OF GRAND CHENIER, 1.5 MILES SOUTHEAST OF TOLAN LAKE, ON THE
 AV0740'SOUTHWEST BANK OF JOSEPH HARBOR BAYOU.
 AV0740'
 AV0740'TO REACH THE STATION FROM THE POST OFFICE AT GRAND CHENIER
 AV0740'DRIVE EASTERLY ON STATE HIGHWAY 292 FOR ABOUT 13 MILES TO THE
 AV0740'ROCKEFELLER FOUNDATION WILD LIFE SANCUARY HEADQUARTERS BUILDINGS
 AV0740'ON THE RIGHT AND END OF TRUCK TRAVEL.  FROM HERE TAKE MUD
 AV0740'BOAT SOUTH ON MILLER CANAL TO ITS JUNCTION WITH JOSEPH HARBOR
 AV0740'BAYOU, A BUILDING ON THE RIGHT AND THE AZIMUTH MARK.  CONTINUE
 AV0740'BY BOAT SOUTH-SOUTHEAST ON THE BAYOU TO ITS MOUTH AND THE
 AV0740'STATION ON THE RIGHT.  IT IS ABOUT 1 HOUR BOAT TRIP.
 AV0740'
 AV0740'ALL MARKS ARE STANDARD DISKS BRAZED IN THE TOPS OF IRON
 AV0740'PIPES WHICH ARE ABOUT 3 INCHES IN DIAMETER AND PROJECTS
 AV0740'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 AV0740'
 AV0740'STATION MARK, STAMPED JOSEPH 1955, IS BRAZED TO THE TOP OF
 AV0740'AN IRON PIPE WHICH IS 10 FEET LONG, DRIVEN INTO THE GROUND
 AV0740'AND SUPPORTED IN THE CENTER OF A TILE PIPE WHICH IS 12 INCHES
 AV0740'IN DIAMETER BY 30 INCHES LONG AND FILLED WITH CONCRETE.  IT IS
 AV0740'21.5 FEET WEST OF THE HIGH-WATER LINE OF JOSEPH HARBOR BAYOU,
 AV0740'12 FEET SOUTHWEST OF A WHITE WITNESS POST AND 468 FEET NORTH
 AV0740'OF THE SOUTHWEST SHORE OF THE MOUTH OF THE BAYOU.
 AV0740'
 AV0740'REFERENCE MARK 1, STAMPED JOSEPH NO 1 1955, IS BRAZED TO THE
 AV0740'TOP OF AN IRON PIPE WHICH IS 10 FEET LONG, DRIVEN INTO THE
 AV0740'GROUND AND SUPPORTED IN THE CENTER OF A TILE PIPE WHICH IS
 AV0740'12 INCHES IN DIAMETER BY 30 INCHES LONG AND FILLED WITH CONCRETE.
 AV0740'
 AV0740'REFERENCE MARK 2, STAMPED JOSEPH NO 2 1955, IS BRAZED TO
 AV0740'THE TOP OF AN IRON PIPE WHICH IS 10 FEET LONG, DRIVEN INTO
 AV0740'THE GROUND AND SUPPORTED IN THE CENTER OF A TILE PIPE WHICH
 AV0740'IS 12 INCHES IN DIAMETER BY 30 INCHES LONG AND FILLED WITH
 AV0740'CONCRETE.
 AV0740'
 AV0740'REFERENCE MARKS 1 AND 2 ARE SET ON THE HIGHEST GROUND OF
 AV0740'THE BAYOU SHORE AND ARE ABOUT THE SAME ELEVATION AS THE STATION
 AV0740'MARK.
 AV0740'
 AV0740'AZIMUTH MARK, STAMPED JOSEPH 1955, IS BRAZED IN THE TOP OF
 AV0740'AN IRON PIPE WHICH IS 36 INCHES IN LENGTH AND CEMENTED INTO
 AV0740'THE GROUND.  IT IS 7 FEET WEST OF THE WEST BANK OF MILLER
 AV0740'CANAL, 10 FEET NORTH OF THE NORTH BANK OF JOSEPH HARBOR BAYOU,
 AV0740'6 FEET WEST NORTHWEST OF A WHITE WITNESS POST AND 6 FEET
 AV0740'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CAMP 2 WILD LIFE
 AV0740'SANCTUARY BUILDING.
 AV0740'
 AV0740'OBSERVATIONS WERE MADE FROM A 14 FOOT TOWER.
 AV0740
 AV0740                          STATION RECOVERY (1959)
 AV0740
 AV0740'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (JEC)
 AV0740'STATION WAS RECOVERED AND IS NOW IN 2 FEET OF WATER.  THE
 AV0740'STATION IS SHAKEY BUT EASY TO LOCATE AS IT EXTENDS ABOVE
 AV0740'THE WATER AT NORMAL TIDE.
 AV0740
 AV0740                          STATION RECOVERY (1965)
 AV0740
 AV0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AV0740'THE STATION WAS VISITED 4-27-65 AND THE STATION AND REFERENCE
 AV0740'MARKS WERE NOT FOUND.  THE ENTIRE AREA IN WHICH THE STATION
 AV0740'WAS LOCATED HAS BEEN ERODED BY WAVE ACTION FROM THE RECENT
 AV0740'STORMS AND IS NOW UNDER WATER.  THE DISKS WERE NOT FOUND.
 AV0740
 AV0740                          STATION RECOVERY (1979)
 AV0740
 AV0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0740'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 AV0740'WERE NOT RECOVERED.  COORDINATES FOR JOSEPH 1955 WERE INSERTED
 AV0740'INTO THE INERTIAL SURVEY SYSTEM AND PROBABLY DUE TO EROSION
 AV0740'THE SYSTEM SHOWED THE STATION SITE OUT IN THE GULF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0308 ***********************************************************************
 AV0308  DESIGNATION -  JOSEPHINE
 AV0308  PID         -  AV0308
 AV0308  STATE/COUNTY-  LA/CAMERON
 AV0308  USGS QUAD   -  DEEP LAKE (1979)
 AV0308
 AV0308                         *CURRENT SURVEY CONTROL
 AV0308  ___________________________________________________________________
 AV0308* NAD 83(1992)-  29 41 24.87521(N)    092 38 07.24415(W)     ADJUSTED  
 AV0308* NAVD 88     -         1.44   (+/-2cm)       4.7  **(feet)  VERTCON   
 AV0308  **This station is located in a subsidence area (see below).
 AV0308  ___________________________________________________________________
 AV0308  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AV0308  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AV0308
 AV0308  HORZ ORDER  -  SECOND
 AV0308  VERT ORDER  -  THIRD (See Below)
 AV0308
 AV0308.The horizontal coordinates were established by classical geodetic methods
 AV0308.and adjusted by the National Geodetic Survey in January 1993..
 AV0308
 AV0308 ** The orthometric height has not been validated since last determined
 AV0308 ** by differential leveling and should not be used for control purposes.
 AV0308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0308 ** area with valid NAVD 88 orthometric heights.
 AV0308 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0308 ** epoch indicated which incorporates improved geoid heights for the
 AV0308 ** Southern Louisiana Subsidence area.
 AV0308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0308.The vertical order pertains to the NGVD 29 superseded value.
 AV0308
 AV0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0308
 AV0308.The geoid height was determined by GEOID03.
 AV0308
 AV0308;                    North         East     Units Scale Factor Converg.
 AV0308;SPC LA S     -   132,648.164   873,995.599   MT  0.99994035   -0 39 03.7
 AV0308;SPC LA S     -   435,196.52  2,867,433.89   sFT  0.99994035   -0 39 03.7
 AV0308;UTM  15      - 3,284,518.193   535,278.906   MT  0.99961536   +0 10 50.2
 AV0308
 AV0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0308!SPC LA S     -   1.00000386  x   0.99994035  =   0.99994421
 AV0308!UTM  15      -   1.00000386  x   0.99961536  =   0.99961921
 AV0308
 AV0308:                Primary Azimuth Mark                     Grid Az
 AV0308:SPC LA S     -  WHITE LAKE LIGHT WEST                    016 51 37.1
 AV0308:UTM  15      -  WHITE LAKE LIGHT WEST                    016 01 43.2
 AV0308
 AV0308|---------------------------------------------------------------------|
 AV0308| PID    Reference Object                     Distance      Geod. Az  |
 AV0308|                                                           dddmmss.s |
 AV0308| AV0721 WHITE LAKE LIGHT WEST               APPROX. 9.0 KM 0161233.4 |
 AV0308| AV0310 JOSEPHINE RM 1                       40.930 METERS 10120     |
 AV0308| AV0290 MILLER                              APPROX.11.0 KM 2832130.6 |
 AV0308| AV0309 JOSEPHINE RM 2                       30.080 METERS 29904     |
 AV0308|---------------------------------------------------------------------|
 AV0308
 AV0308                          SUPERSEDED SURVEY CONTROL
 AV0308
 AV0308  NAD 83(1986)-  29 41 24.88988(N)    092 38 07.21975(W) AD(       ) 2
 AV0308  NAD 27      -  29 41 24.09700(N)    092 38 06.71600(W) AD(       ) 2
 AV0308  NGVD 29 (??/??/??)    1.395  (m)            4.58   (f) ADJUSTED    3 0
 AV0308
 AV0308.Superseded values are not recommended for survey control.
 AV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0308.See file dsdata.txt to determine how the superseded data were derived.
 AV0308
 AV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3527984518(NAD 83)
 AV0308_MARKER: DS = TRIANGULATION STATION DISK
 AV0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AV0308_STAMPING: JOSEPHINE 1933
 AV0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0308
 AV0308  HISTORY     - Date     Condition        Report By
 AV0308  HISTORY     - 1933     MONUMENTED       CGS
 AV0308  HISTORY     - 1945     GOOD             LOCENG
 AV0308  HISTORY     - 1948     GOOD             CGS
 AV0308  HISTORY     - 1955     GOOD             CGS
 AV0308  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AV0308  HISTORY     - 1965     MARK NOT FOUND   CGS
 AV0308
 AV0308                          STATION DESCRIPTION
 AV0308
 AV0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0308'LOCATED 7.0 MILES EASTWARD FROM END OF GRAND CHENIER ROAD,
 AV0308'2 MILES EASTWARD FROM END OF GRAND CHENIER RIDGE, 1.5 MILES
 AV0308'WESTWARD FROM CAMP TO EUGENE MILLER ON LONG ISLAND, ON ISLAND
 AV0308'KNOWN LOCALLY AS BIG JOSEPHINE.  ISLAND IS ABOUT 100 METERS
 AV0308'LONG, 30 METERS WIDE, AND 2 INCHES ABOVE LEVEL OF MARSH IN
 AV0308'WET SEASON.  IT IS COVERED WITH A LIGHT COAT OF GRASS ON A
 AV0308'THICK LAYER OF SHELL AND HAS A LONE DYING TREE ABOUT TWENTY
 AV0308'FEET HIGH NEAR ITS WESTERN END.  STATION IS 5 METERS E OF
 AV0308'TREE.
 AV0308'
 AV0308'STATION MARK IS STANDARD DISK SET IN TOP OF 5-INCH BY 5-FOOT
 AV0308'IRON PIPE, FILLED WITH CONCRETE EXTENDING 18 INCHES ABOVE
 AV0308'GROUND.
 AV0308'
 AV0308'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AV0308'
 AV0308'REFERENCE MARK NO. 1 IS TO NW AND REFERENCE MARK NO. 2 IS
 AV0308'EASTWARD.  BOTH ARE NEAR THE EDGE OF THE ISLAND.
 AV0308'
 AV0308'STATION MAY BE REACHED VIA HORSEBACK DURING THE DRY SEASON
 AV0308'BUT ONLY BY MEANS OF A MARSH BUGGY DURING THE WET SEASON
 AV0308'WHEN THE MARSH IS SOFT.  MARSH BUGGIES ARE AVAILABLE AT
 AV0308'PECAN ISLAND AND AT GRAND CHENIER.  THAT USED BY THE PARTY
 AV0308'WAS OWNED BY MOSE STURLACE OF GRAND CHENIER.
 AV0308'
 AV0308'A 36-FOOT SIGNAL WAS ERECTED WHICH IS OF AMPLE HEIGHT TO
 AV0308'SEE ALL STATIONS.  25 FEET IS SUFFICIENT.
 AV0308
 AV0308                          STATION RECOVERY (1945)
 AV0308
 AV0308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (DFC)
 AV0308'LETTER FROM MR. D.F. CHAMPION, STANOLIND OIL AND GAS COMPANY,
 AV0308'HOUSTON, TEXAS, DATED JUNE 7, 1945--
 AV0308'
 AV0308'STATION AND REFERENCE MONUMENTS ARE INTACT.
 AV0308
 AV0308                          STATION RECOVERY (1948)
 AV0308
 AV0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0308'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0308'ORIGINAL DESCRIPTION ADEQUATE, WITH THE FOLLOWING EXCEPTIONS--
 AV0308'
 AV0308'THE STATION IS 5 METERS E OF THE LARGER OF TWO LIVING TREES
 AV0308'ON THE ISLAND.  STATION MARK PROJECTS ABOUT 3 FEET ABOVE
 AV0308'GROUND.
 AV0308'
 AV0308'R.M. 1 IS E OF STATION, ABOUT 10 FEET W OF THE SE END OF A GROUP
 AV0308'OF BAMBOO BUSHES.
 AV0308'
 AV0308'R.M. 2 IS NW OF STATION, ABOUT 20 FEET E OF THE SMALLER OF
 AV0308'TWO TREES ON THE ISLAND.
 AV0308
 AV0308                          STATION RECOVERY (1955)
 AV0308
 AV0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0308'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0308'ORIGINAL DESCRIPTION ADEQUATE WITH THE FOLLOWING CHANGES--
 AV0308'
 AV0308'GRAND CHENIER ROAD HAS BEEN EXTENDED AND STATION IS NOW
 AV0308'APPROXIMATELY 1 MILE EAST OF THE END OF THE ROAD.
 AV0308'
 AV0308'LONE DYING TREE MENTIONED IN ORIGINAL DESCRIPTION IS NOW
 AV0308'THRIVING.
 AV0308'
 AV0308'STATION MAY BE EASILY REACHED BY CANAL WHICH NOW RUNS TO
 AV0308'BIG JOSEPHINE ISLAND.
 AV0308
 AV0308                          STATION RECOVERY (1965)
 AV0308
 AV0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0308'JOSEPHINE, JOSEPHINE R.M. NO. 1, AND JOSEPHINE R.M. NO 2
 AV0308'WERE NOT SEARCHED FOR AT THIS DATE BECAUSE OF TOO MUCH WATER.
 AV0308'THE ONLY WAY THE MARKS COULD BE REACHED IS BY SWAMP BUGGY
 AV0308'WHICH WAS NOT AVAILABLE.
 AV0308
 AV0308                          STATION RECOVERY (1965)
 AV0308
 AV0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0308'11.5 MI W FROM PECAN ISLAND.
 AV0308'11.5 MILES WEST OF THE SCHOOL AT PECAN ISLAND, 22 MILES EAST OF THE
 AV0308'POST OFFICE AT GRAND CHENIERE, ON A SMALL ISLAND IN THE MARSH KNOWN
 AV0308'LOCALLY AS BIG JOSEPHINE ISLAND, UNDER THE EAST EDGE OF THE LARGER OF
 AV0308'TWO OAK TREES ON THE ISLAND, AND SET IN A 4-INCH IRON PIPE PROJECTING
 AV0308'3 FEET ABOVE THE GROUND.  NOTE-- THE ONLY WAY THE MARKS COULD BE
 AV0308'REACHED IS BY SWAMP BUGGY WHICH WAS NOT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3996 ***********************************************************************
 BJ3996  DESIGNATION -  JOYCE
 BJ3996  PID         -  BJ3996
 BJ3996  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3996  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3996
 BJ3996                         *CURRENT SURVEY CONTROL
 BJ3996  ___________________________________________________________________
 BJ3996* NAD 83(1986)-  30 28 57.     (N)    091 05 44.     (W)     SCALED    
 BJ3996* NAVD 88     -        16.239  (meters)      53.28   (feet)  ADJUSTED  
 BJ3996  ___________________________________________________________________
 BJ3996  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3996  DYNAMIC HT  -          16.218 (meters)      53.21  (feet)  COMP
 BJ3996  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BJ3996
 BJ3996  VERT ORDER  -  SECOND    CLASS II
 BJ3996
 BJ3996.The horizontal coordinates were scaled from a topographic map and have
 BJ3996.an estimated accuracy of +/- 6 seconds.
 BJ3996
 BJ3996.The orthometric height was determined by differential leveling
 BJ3996.and adjusted by the National Geodetic Survey in February 1994..
 BJ3996
 BJ3996.The geoid height was determined by GEOID03.
 BJ3996
 BJ3996.The dynamic height is computed by dividing the NAVD 88
 BJ3996.geopotential number by the normal gravity value computed on the
 BJ3996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3996.degrees latitude (g = 980.6199 gals.).
 BJ3996
 BJ3996.The modeled gravity was interpolated from observed gravity values.
 BJ3996
 BJ3996;                    North         East    Units  Estimated Accuracy
 BJ3996;SPC LA S     -   219,780.    1,022,830.      MT  (+/- 180 meters Scaled)
 BJ3996
 BJ3996                          SUPERSEDED SURVEY CONTROL
 BJ3996
 BJ3996.No superseded survey control is available for this station.
 BJ3996
 BJ3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP828737(NAD 83)
 BJ3996_MARKER: B = BOLT
 BJ3996_SETTING: 0 = UNSPECIFIED SETTING
 BJ3996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3996
 BJ3996  HISTORY     - Date     Condition        Report By
 BJ3996  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3996
 BJ3996                          STATION DESCRIPTION
 BJ3996
 BJ3996'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3996'1.9 KM (1.2 MI) NE FROM NORTHEAST BATON ROUGE.
 BJ3996'ABOUT 1.9 KM (1.2 MI) NORTHEAST ALONG GREENWELL SPRINGS ROAD (STATE
 BJ3996'HIGHWAY 37) FROM THE INTERSECTION OF GREENWELL SPRINGS ROAD AND
 BJ3996'AIRLINE HIGHWAY TO JOYCE STREET ON THE RIGHT AND THE MARK ON THE
 BJ3996'LEFT, 8.4 METERS (27.5 FT) NORTH-NORTHWEST OF THE CENTER OF GREENWELL
 BJ3996'SPRINGS ROAD, 4.3 METERS (14 FT) WEST-SOUTHWEST OF THE PROJECTED
 BJ3996'CENTERLINE OF JOYCE STREET AND 1.4 METERS (4.5 FT) EAST-NORTHEAST OF
 BJ3996'A METAL SIGNAL BOX.  THE BENCH MARK POINT IS THE SOUTHEAST BOLT WITH
 BJ3996'ROUNDED NUT THAT FASTEN THE METAL TRAFFIC SIGNAL POLE TO A CONCRETE
 BJ3996'BASE THAT PROJECTS 0.46 METERS (1.5 FT) ABOVE THE GROUND SURFACE.
 BJ3996'THE MARK IS 0.76 METERS  SW FROM A WITNESS POST.
 BJ3996'THE MARK IS 0.46 M ABOVE GREENWELL SPRINGS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3069 ***********************************************************************
 BX3069  DESIGNATION -  JOYCE
 BX3069  PID         -  BX3069
 BX3069  STATE/COUNTY-  LA/WINN
 BX3069  USGS QUAD   -  WINNFIELD WEST (1984)
 BX3069
 BX3069                         *CURRENT SURVEY CONTROL
 BX3069  ___________________________________________________________________
 BX3069* NAD 83(1992)-  31 57 48.66101(N)    092 39 20.39852(W)     ADJUSTED  
 BX3069* NAVD 88     -        35.7    (meters)     117.     (feet)  VERTCON   
 BX3069  ___________________________________________________________________
 BX3069  X           -    -250,952.077 (meters)                     COMP
 BX3069  Y           -  -5,410,392.508 (meters)                     COMP
 BX3069  Z           -   3,357,005.281 (meters)                     COMP
 BX3069  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 BX3069  ELLIP HEIGHT-           9.99  (meters)          (01/02/04) GPS OBS
 BX3069  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX3069
 BX3069  HORZ ORDER  -  THIRD
 BX3069  ELLP ORDER  -  FOURTH    CLASS II
 BX3069
 BX3069.This mark is at David G Joyce Airport (0R5)
 BX3069
 BX3069.The horizontal coordinates were established by GPS observations
 BX3069.and adjusted by the National Geodetic Survey in January 1993..
 BX3069
 BX3069.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3069
 BX3069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3069
 BX3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3069
 BX3069.The ellipsoidal height was determined by GPS observations
 BX3069.and is referenced to NAD 83.
 BX3069
 BX3069.The geoid height was determined by GEOID03.
 BX3069
 BX3069;                    North         East     Units Scale Factor Converg.
 BX3069;SPC LA N     -   162,277.857   985,286.040   MT  0.99991506   -0 04 56.3
 BX3069;SPC LA N     -   532,406.60  3,232,559.28   sFT  0.99991506   -0 04 56.3
 BX3069;UTM  15      - 3,536,443.592   532,537.121   MT  0.99961306   +0 10 56.2
 BX3069
 BX3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3069!SPC LA N     -   0.99999843  x   0.99991506  =   0.99991349
 BX3069!UTM  15      -   0.99999843  x   0.99961306  =   0.99961149
 BX3069
 BX3069:                Primary Azimuth Mark                     Grid Az
 BX3069:SPC LA N     -  JOYCE AZ MK                              269 39 19.9
 BX3069:UTM  15      -  JOYCE AZ MK                              269 23 27.4
 BX3069
 BX3069|---------------------------------------------------------------------|
 BX3069| PID    Reference Object                     Distance      Geod. Az  |
 BX3069|                                                           dddmmss.s |
 BX3069| BX3068 JOYCE AZ MK                         APPROX. 0.6 KM 2693423.6 |
 BX3069|---------------------------------------------------------------------|
 BX3069
 BX3069                          SUPERSEDED SURVEY CONTROL
 BX3069
 BX3069  ELLIP H (01/21/93)   10.07   (m)                       GP(       ) 4 2
 BX3069  NAD 83(1986)-  31 57 48.67581(N)    092 39 20.38752(W) AD(       ) 3
 BX3069  NAD 27      -  31 57 48.09185(N)    092 39 19.84215(W) AD(       ) 3
 BX3069  NGVD 29 (11/20/87)   35.8    (m)          117.     (f) GPS OBS        
 BX3069
 BX3069.Superseded values are not recommended for survey control.
 BX3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3069.See file dsdata.txt to determine how the superseded data were derived.
 BX3069
 BX3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3253736444(NAD 83)
 BX3069_MARKER: DS = TRIANGULATION STATION DISK
 BX3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX3069_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BX3069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3069+STABILITY: SURFACE MOTION
 BX3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3069+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1987
 BX3069
 BX3069  HISTORY     - Date     Condition        Report By
 BX3069  HISTORY     - 1986     MONUMENTED       LADTD
 BX3069  HISTORY     - 19870406 GOOD
 BX3069  HISTORY     - 19981017 GOOD             USPSQD
 BX3069
 BX3069                          STATION DESCRIPTION
 BX3069
 BX3069'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BX3069'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTH OF WINNFIELD, AT
 BX3069'THE DAVID G. JOYCE AIRPORT.
 BX3069'OWNERSHIP--TREMONT LUMBER CO., FOR ENTRANCE INTO THE AIRFIELD
 BX3069'CONTACT MR. MALCOLM COLLINS, WINNFIELD, LA., TELEPHONE 318-628-3619.
 BX3069'
 BX3069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 167
 BX3069'IN WINNFIELD,
 BX3069'GO NORTH ON HIGHWAY 167 FOR 4.2 KM (2.6 MI) TO A PAVED ROAD LEADING
 BX3069'WEST TO THE AIRPORT. FROM THE ENTRANCE, GO NORTH FOR 0.2 KM (0.1
 BX3069'MI) TO THE STATION ON THE LEFT AND SOUTH OF THE RUNWAY.
 BX3069'
 BX3069'THE STATION IS A STANDARD NGS DISK
 BX3069'STAMPED---JOYCE 1986---,
 BX3069'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX3069'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 BX3069'31.4 METERS (103 FT) SOUTHWEST FROM THE CENTER END OF RUNWAY,
 BX3069'23.8 METERS (78 FT) EAST FROM A CLEAR DOME LIGHT,
 BX3069'21.5 METERS (70.5 FT) SOUTH FROM THE CENTER OF THE RUNWAY,
 BX3069'16.5 METERS (54 FT) WEST FROM THE CENTER OF AN APPROACH RAMP AND
 BX3069'4.1 METERS (13.5 FT) WEST FROM A BLUE DOME LIGHT.
 BX3069'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BX3069'STAMPED---JOYCE 1986---,
 BX3069'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BX3069'
 BX3069'DESCRIBED BY RICHARD COPP.
 BX3069
 BX3069                          STATION RECOVERY (1987)
 BX3069
 BX3069'RECOVERED 1987
 BX3069'RECOVERED IN GOOD CONDITION.
 BX3069
 BX3069                          STATION RECOVERY (1998)
 BX3069
 BX3069'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX3069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3068 ***********************************************************************
 BX3068  DESIGNATION -  JOYCE AZ MK
 BX3068  PID         -  BX3068
 BX3068  STATE/COUNTY-  LA/WINN
 BX3068  USGS QUAD   -  WINNFIELD WEST (1984)
 BX3068
 BX3068                         *CURRENT SURVEY CONTROL
 BX3068  ___________________________________________________________________
 BX3068* NAD 83(1992)-  31 57 48.51986(N)    092 39 42.54249(W)     ADJUSTED  
 BX3068* NAVD 88     -        41.2    (meters)     135.     (feet)  VERTCON   
 BX3068  ___________________________________________________________________
 BX3068  X           -    -251,533.242 (meters)                     COMP
 BX3068  Y           -  -5,410,372.470 (meters)                     COMP
 BX3068  Z           -   3,357,004.488 (meters)                     COMP
 BX3068  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BX3068  ELLIP HEIGHT-          15.46  (meters)          (01/02/04) GPS OBS
 BX3068  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX3068
 BX3068  HORZ ORDER  -  THIRD
 BX3068  ELLP ORDER  -  FOURTH    CLASS II
 BX3068
 BX3068.This mark is at David G Joyce Airport (0R5)
 BX3068
 BX3068.The horizontal coordinates were established by GPS observations
 BX3068.and adjusted by the National Geodetic Survey in January 1993..
 BX3068
 BX3068.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3068
 BX3068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3068
 BX3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3068
 BX3068.The ellipsoidal height was determined by GPS observations
 BX3068.and is referenced to NAD 83.
 BX3068
 BX3068.The geoid height was determined by GEOID03.
 BX3068
 BX3068;                    North         East     Units Scale Factor Converg.
 BX3068;SPC LA N     -   162,274.362   984,704.616   MT  0.99991506   -0 05 08.0
 BX3068;SPC LA N     -   532,395.14  3,230,651.73   sFT  0.99991506   -0 05 08.0
 BX3068;UTM  15      - 3,536,437.413   531,955.896   MT  0.99961259   +0 10 44.5
 BX3068
 BX3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3068!SPC LA N     -   0.99999757  x   0.99991506  =   0.99991263
 BX3068!UTM  15      -   0.99999757  x   0.99961259  =   0.99961016
 BX3068
 BX3068:                Primary Azimuth Mark                     Grid Az
 BX3068:SPC LA N     -  JOYCE                                    089 39 19.9
 BX3068:UTM  15      -  JOYCE                                    089 23 27.4
 BX3068
 BX3068|---------------------------------------------------------------------|
 BX3068| PID    Reference Object                     Distance      Geod. Az  |
 BX3068|                                                           dddmmss.s |
 BX3068| BX3069 JOYCE                               APPROX. 0.6 KM 0893411.9 |
 BX3068|---------------------------------------------------------------------|
 BX3068
 BX3068                          SUPERSEDED SURVEY CONTROL
 BX3068
 BX3068  ELLIP H (01/21/93)   15.54   (m)                       GP(       ) 4 2
 BX3068  NAD 83(1986)-  31 57 48.53466(N)    092 39 42.53149(W) AD(       ) 3
 BX3068  NAD 27      -  31 57 47.95063(N)    092 39 41.98540(W) AD(       ) 3
 BX3068  NGVD 29 (11/20/87)   41.2    (m)          135.     (f) GPS OBS        
 BX3068
 BX3068.Superseded values are not recommended for survey control.
 BX3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3068.See file dsdata.txt to determine how the superseded data were derived.
 BX3068
 BX3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3195636437(NAD 83)
 BX3068_MARKER: DZ = AZIMUTH MARK DISK
 BX3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX3068_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BX3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3068+STABILITY: SURFACE MOTION
 BX3068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3068+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1987
 BX3068
 BX3068  HISTORY     - Date     Condition        Report By
 BX3068  HISTORY     - 1986     MONUMENTED       LADTD
 BX3068  HISTORY     - 19870406 GOOD
 BX3068  HISTORY     - 19981017 GOOD             USPSQD
 BX3068
 BX3068                          STATION DESCRIPTION
 BX3068
 BX3068'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BX3068'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTH OF WINNFIELD, AT
 BX3068'THE DAVID G. JOYCE AIRPORT.
 BX3068'OWNERSHIP--TREMONT LUMBER CO., FOR ENTRANCE INTO THE AIRFIELD
 BX3068'CONTACT MR. MALCOLM COLLINS, WINNFIELD, LA., TELEPHONE 318-628-3619.
 BX3068'
 BX3068'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 167
 BX3068'IN WINNFIELD, GO NORTH ON HIGHWAY 167 FOR 4.2 KM (2.6 MI) TO A
 BX3068'PAVED ROAD LEADING WEST TO THE AIRPORT.  FROM THE ENTRANCE, GO
 BX3068'NORTH FOR 0.2 KM (0.1 MI) TO THE RUNWAY, THEN LEFT, NORTH FOR 0.6
 BX3068'KM (0.4 MI) TO THE STATION ON THE LEFT AND SOUTH OF THE RUNWAY.
 BX3068'
 BX3068'THE STATION IS A STANDARD NGS DISK
 BX3068'STAMPED---JOYCE 1986---,
 BX3068'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX3068'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 BX3068'20 METERS (65.5 FT) SOUTH FROM THE CENTER OF THE RUNWAY,
 BX3068'16.5 METERS (53 FT) NORTH FROM A WIND TEE,
 BX3068'12.2 METERS (40 FT) EAST FROM A CLEAR DOME LIGHT AND
 BX3068'4.6 METERS (15 FT) SOUTH FROM THE EDGE OF RUNWAY.
 BX3068'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BX3068'STAMPED---JOYCE 1986---,
 BX3068'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BX3068'
 BX3068'DESCRIBED BY RICHARD COPP.
 BX3068
 BX3068                          STATION RECOVERY (1987)
 BX3068
 BX3068'RECOVERED 1987
 BX3068'RECOVERED IN GOOD CONDITION.
 BX3068
 BX3068                          STATION RECOVERY (1998)
 BX3068
 BX3068'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX3068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1009 ***********************************************************************
 BX1009  DESIGNATION -  JOYNER RM 1
 BX1009  PID         -  BX1009
 BX1009  STATE/COUNTY-  LA/RAPIDES
 BX1009  USGS QUAD   -  GARDNER (1992)
 BX1009
 BX1009                         *CURRENT SURVEY CONTROL
 BX1009  ___________________________________________________________________
 BX1009* NAD 83(1986)-  31 22 23.     (N)    092 37 55.     (W)     SCALED    
 BX1009* NAVD 88     -        25.366  (meters)      83.22   (feet)  ADJUSTED  
 BX1009  ___________________________________________________________________
 BX1009  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX1009  DYNAMIC HT  -          25.335 (meters)      83.12  (feet)  COMP
 BX1009  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 BX1009
 BX1009  VERT ORDER  -  FIRST     CLASS I
 BX1009
 BX1009.The horizontal coordinates were scaled from a topographic map and have
 BX1009.an estimated accuracy of +/- 6 seconds.
 BX1009
 BX1009.The orthometric height was determined by differential leveling
 BX1009.and adjusted by the National Geodetic Survey in February 1994..
 BX1009
 BX1009.The geoid height was determined by GEOID03.
 BX1009
 BX1009.The dynamic height is computed by dividing the NAVD 88
 BX1009.geopotential number by the normal gravity value computed on the
 BX1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1009.degrees latitude (g = 980.6199 gals.).
 BX1009
 BX1009.The modeled gravity was interpolated from observed gravity values.
 BX1009
 BX1009;                    North         East    Units  Estimated Accuracy
 BX1009;SPC LA N     -    96,810.      987,450.      MT  (+/- 180 meters Scaled)
 BX1009
 BX1009                          SUPERSEDED SURVEY CONTROL
 BX1009
 BX1009  NAVD 88 (06/15/91)   25.366  (m)           83.22   (f) UNKNOWN     1 1
 BX1009  NGVD 29 (??/??/??)   25.362  (m)           83.21   (f) ADJUSTED    1 1
 BX1009
 BX1009.Superseded values are not recommended for survey control.
 BX1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1009.See file dsdata.txt to determine how the superseded data were derived.
 BX1009
 BX1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ349710(NAD 83)
 BX1009_MARKER: DR = REFERENCE MARK DISK
 BX1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1009_STAMPING: JOYNER RM 1 1919
 BX1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1009+STABILITY: SURFACE MOTION
 BX1009
 BX1009  HISTORY     - Date     Condition        Report By
 BX1009  HISTORY     - 1919     MONUMENTED       CGS
 BX1009  HISTORY     - 1970     GOOD             NGS
 BX1009  HISTORY     - 1977     GOOD             NGS
 BX1009  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1009
 BX1009                          STATION DESCRIPTION
 BX1009
 BX1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1009'2.85 MI E FROM BOYCE.
 BX1009'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1009'BOYCE, THENCE 2.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, 300
 BX1009'FEET SOUTH OF THE SOUTH RAIL, 38 FEET NORTH OF THE CENTER LINE OF
 BX1009'STATE HIGHWAY 1, 79 FEET WEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK
 BX1009'FENCE, 3 1/2 FEET SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS
 BX1009'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1009'POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1009
 BX1009                          STATION RECOVERY (1977)
 BX1009
 BX1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1009'RECOVERED IN GOOD CONDITION.
 BX1009
 BX1009                          STATION RECOVERY (1999)
 BX1009
 BX1009'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1010 ***********************************************************************
 BX1010  DESIGNATION -  JOYNER RM 2
 BX1010  PID         -  BX1010
 BX1010  STATE/COUNTY-  LA/RAPIDES
 BX1010  USGS QUAD   -  GARDNER (1992)
 BX1010
 BX1010                         *CURRENT SURVEY CONTROL
 BX1010  ___________________________________________________________________
 BX1010* NAD 83(1986)-  31 22 25.     (N)    092 37 54.     (W)     SCALED    
 BX1010* NAVD 88     -        25.745  (meters)      84.47   (feet)  ADJUSTED  
 BX1010  ___________________________________________________________________
 BX1010  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX1010  DYNAMIC HT  -          25.714 (meters)      84.36  (feet)  COMP
 BX1010  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 BX1010
 BX1010  VERT ORDER  -  FIRST     CLASS I
 BX1010
 BX1010.The horizontal coordinates were scaled from a topographic map and have
 BX1010.an estimated accuracy of +/- 6 seconds.
 BX1010
 BX1010.The orthometric height was determined by differential leveling
 BX1010.and adjusted by the National Geodetic Survey in February 1994..
 BX1010
 BX1010.The geoid height was determined by GEOID03.
 BX1010
 BX1010.The dynamic height is computed by dividing the NAVD 88
 BX1010.geopotential number by the normal gravity value computed on the
 BX1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1010.degrees latitude (g = 980.6199 gals.).
 BX1010
 BX1010.The modeled gravity was interpolated from observed gravity values.
 BX1010
 BX1010;                    North         East    Units  Estimated Accuracy
 BX1010;SPC LA N     -    96,870.      987,480.      MT  (+/- 180 meters Scaled)
 BX1010
 BX1010                          SUPERSEDED SURVEY CONTROL
 BX1010
 BX1010  NAVD 88 (06/15/91)   25.745  (m)           84.47   (f) UNKNOWN     1 1
 BX1010  NGVD 29 (??/??/??)   25.741  (m)           84.45   (f) ADJUSTED    1 1
 BX1010
 BX1010.Superseded values are not recommended for survey control.
 BX1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1010.See file dsdata.txt to determine how the superseded data were derived.
 BX1010
 BX1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ350710(NAD 83)
 BX1010_MARKER: DR = REFERENCE MARK DISK
 BX1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1010_STAMPING: RM 2 JOYNER 1919
 BX1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1010+STABILITY: SURFACE MOTION
 BX1010
 BX1010  HISTORY     - Date     Condition        Report By
 BX1010  HISTORY     - 1919     MONUMENTED       CGS
 BX1010  HISTORY     - 1970     GOOD             NGS
 BX1010  HISTORY     - 1977     GOOD             NGS
 BX1010  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1010
 BX1010                          STATION DESCRIPTION
 BX1010
 BX1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1010'2.85 MI E FROM BOYCE.
 BX1010'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1010'BOYCE, THENCE 2.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, 13
 BX1010'FEET SOUTHEAST OF THE 5TH POLE WEST OF MILEPOST 206, 46 1/2 FEET SOUTH
 BX1010'OF THE SOUTH RAIL, 1 FOOT NORTH OF A FENCE, 1.0 FOOT WEST OF A METAL
 BX1010'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 BX1010'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 BX1010'OF THE GROUND.
 BX1010
 BX1010                          STATION RECOVERY (1977)
 BX1010
 BX1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1010'RECOVERED IN GOOD CONDITION.
 BX1010
 BX1010                          STATION RECOVERY (1999)
 BX1010
 BX1010'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4110 ***********************************************************************
 BJ4110  DESIGNATION -  JPE 118 A
 BJ4110  PID         -  BJ4110
 BJ4110  STATE/COUNTY-  LA/JEFFERSON
 BJ4110  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4110
 BJ4110                         *CURRENT SURVEY CONTROL
 BJ4110  ___________________________________________________________________
 BJ4110* NAD 83(1992)-  30 02 19.09527(N)    090 14 47.07812(W)     ADJUSTED  
 BJ4110* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 BJ4110  **This station is located in a subsidence area (see below).
 BJ4110  ___________________________________________________________________
 BJ4110  X           -     -23,765.849 (meters)                     COMP
 BJ4110  Y           -  -5,526,038.642 (meters)                     COMP
 BJ4110  Z           -   3,174,068.335 (meters)                     COMP
 BJ4110  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4110  ELLIP HEIGHT-         -27.84  (meters)          (01/02/04) GPS OBS
 BJ4110  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4110  DYNAMIC HT  -          -1.4   (meters)      -5.    (feet)  COMP
 BJ4110  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BJ4110
 BJ4110  HORZ ORDER  -  THIRD
 BJ4110  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ4110  ELLP ORDER  -  FOURTH    CLASS II
 BJ4110
 BJ4110.The horizontal coordinates were established by GPS observations
 BJ4110.and adjusted by the National Geodetic Survey in January 1993..
 BJ4110
 BJ4110 ** The orthometric height has not been validated since last determined
 BJ4110 ** by differential leveling and should not be used for control purposes.
 BJ4110 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4110 ** area with valid NAVD 88 orthometric heights.
 BJ4110 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4110 ** epoch indicated which incorporates improved geoid heights for the
 BJ4110 ** Southern Louisiana Subsidence area.
 BJ4110 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4110.The orthometric height was scaled from a topographic map.
 BJ4110.The vertical order pertains to the first NAVD 88 superseded value.
 BJ4110
 BJ4110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4110
 BJ4110.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4110
 BJ4110.The ellipsoidal height was determined by GPS observations
 BJ4110.and is referenced to NAD 83.
 BJ4110
 BJ4110.The geoid height was determined by GEOID03.
 BJ4110
 BJ4110.The dynamic height is computed by dividing the NAVD 88
 BJ4110.geopotential number by the normal gravity value computed on the
 BJ4110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4110.degrees latitude (g = 980.6199 gals.).
 BJ4110
 BJ4110.The modeled gravity was interpolated from observed gravity values.
 BJ4110
 BJ4110;                    North         East     Units Scale Factor Converg.
 BJ4110;SPC LA S     -   171,046.327 1,104,823.149   MT  0.99992596   +0 32 36.5
 BJ4110;SPC LA S     -   561,174.49  3,624,740.61   sFT  0.99992596   +0 32 36.5
 BJ4110;UTM  15      - 3,326,262.239   765,525.745   MT  1.00046994   +1 22 45.2
 BJ4110
 BJ4110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4110!SPC LA S     -   1.00000437  x   0.99992596  =   0.99993033
 BJ4110!UTM  15      -   1.00000437  x   1.00046994  =   1.00047431
 BJ4110
 BJ4110                          SUPERSEDED SURVEY CONTROL
 BJ4110
 BJ4110  ELLIP H (01/21/93)  -27.81   (m)                       GP(       ) 4 2
 BJ4110  NAD 83(1986)-  30 02 19.11441(N)    090 14 47.07575(W) AD(       ) 3
 BJ4110  NAD 27      -  30 02 18.39107(N)    090 14 46.79783(W) AD(       ) 3
 BJ4110  NAVD 88 (02/14/94)   -1.428  (m)           -4.68   (f) UNKNOWN     1 2
 BJ4110  NGVD 29 (11/20/87)   -1.4    (m)           -5.     (f) GPS OBS        
 BJ4110
 BJ4110.Superseded values are not recommended for survey control.
 BJ4110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4110.See file dsdata.txt to determine how the superseded data were derived.
 BJ4110
 BJ4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6552626262(NAD 83)
 BJ4110_MARKER: DB = BENCH MARK DISK
 BJ4110_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ4110_SP_SET: DEEP WELL CASING
 BJ4110_STAMPING: JPE 118 A 1986
 BJ4110_MARK LOGO: LA-051
 BJ4110_PROJECTION: FLUSH
 BJ4110_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ4110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ4110+STABILITY: POSITION/ELEVATION WELL
 BJ4110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4110+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1994
 BJ4110_ROD/PIPE-DEPTH: 99.0 meters
 BJ4110
 BJ4110  HISTORY     - Date     Condition        Report By
 BJ4110  HISTORY     - 1986     MONUMENTED       LADTD
 BJ4110  HISTORY     - 1987     GOOD             NGS
 BJ4110  HISTORY     - 19880920 GOOD             LADTD
 BJ4110  HISTORY     - 19941212 GOOD             NGS
 BJ4110  HISTORY     - 20060427 MARK NOT FOUND   NGS
 BJ4110
 BJ4110                          STATION DESCRIPTION
 BJ4110
 BJ4110'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BJ4110'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI)
 BJ4110'NORTHWEST OF KENNER.
 BJ4110'OWNERSHIP--JEFFERSON PARISH, CONTACT MR. NORMAN ST MARTIN, PHONE
 BJ4110'504-468-2828.
 BJ4110'
 BJ4110'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND
 BJ4110'WILLIAMS BLVD. IN KENNER, GO NORTH ON WILLIAMS BLVD. FOR 3.1 KM
 BJ4110'(1.9 MI) TO SUNSET BLVD. (ENTRANCE INTO JEFFERSON DOWNS). TURN
 BJ4110'LEFT, WEST ON SUNSET BLVD. FOR 0.8 KM (0.5 MI) TO THE ENTRANCE INTO
 BJ4110'PUMPING STATION NO 4.  TURN RIGHT, NORTH ON PAVED ROAD FOR 0.2 KM
 BJ4110'(0.15 MI) TO THE PUMPING STATION. TURN LEFT, WEST ON PAVED ROAD
 BJ4110'PASSING IN FRONT OF THE PUMPING STATION FOR 0.2 KM (0.1 MI) TO THE
 BJ4110'MARK ON THE LEFT.
 BJ4110'
 BJ4110'THE STATION IS A STANDARD JPBM DISK
 BJ4110'STAMPED---JPE 118 A 1986---,
 BJ4110'THE DISK IS CRIMPED ONTO A STAINLESS STEEL ROD WHICH IS
 BJ4110'WELDED ONTO THE SIDE OF A WELL CASING THAT IS SEVERAL 100 FEET INTO
 BJ4110'THE GROUND AND SURROUNDED BY A 3 BY 3 FOOT CONCRETE PLATFORM. LOCATED
 BJ4110'78.1 METERS (256 FT) SOUTH FROM THE CENTER OF A PAVED ROAD,
 BJ4110'47.6 METERS (156 FT) SOUTHWEST FROM A POWER POLE,
 BJ4110'38.4 METERS (126 FT) SOUTHWEST FROM A CHAIN LINK FENCE CORNER,
 BJ4110'0.6 METER (2 FT) SOUTH FROM A WITNESS POST,
 BJ4110'0.5 METER (1.5 FT) NORTH FROM A WITNESS POST AND
 BJ4110'0.2 METER (0.5 FT) EAST OF A WELL CASING.
 BJ4110'
 BJ4110'DESCRIBED BY S.L. CRAIN.
 BJ4110
 BJ4110                          STATION RECOVERY (1987)
 BJ4110
 BJ4110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BJ4110'7.7 KM (4.8 MI) NORTH FROM KENNER.
 BJ4110'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ4110'3.1 KM (1.9 MI) NORTH ON WILLIAMS BLVD FROM THE JUNCTION WITH
 BJ4110'INTERSTATE HIGHWAY 10 IN KENNER TO THE JUNCTION WITH SUNSET BLVD
 BJ4110'(ENTRANCE INTO JEFFERSON DOWNS), THENCE WEST (LEFT) ON SUNSET BLVD
 BJ4110'FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF A PAVED ROAD LEADING INTO
 BJ4110'PUNPING STATION NO 4, THENCE NORTH (RIGHT) ON THE PAVED ROAD FOR
 BJ4110'0.2 KM (0.15 MI) TO THE PUMPING STATION, THENCE WEST (LEFT) ON THE
 BJ4110'PAVED ROAD GOING IN FRONT OF THE PUMPING STATION FOR 0.2 KM (0.1 MI)
 BJ4110'TO THE MARK ON THE LEFT,  A JEFFERSON PARISH DISK SET IN
 BJ4110'THE TOP OF A 1-METER SQUARE CONCRETE PAD ATTACHED TO A STEEL ROD THAT
 BJ4110'IS WELDED TO THE DEEP WELL CASING BELOW THE PAD, 77.7 METERS (255 FT)
 BJ4110'SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 48.2 METERS (158 FT) WEST-
 BJ4110'SOUTHWEST OF A POWER POLE, 38.7 METERS (127 FT) WEST OF THE CORNER OF
 BJ4110'A CHAIN LINK FENCE, 0.6 METER (2 FT) SOUTHWEST OF A METAL WITNESS POST
 BJ4110'WITH SIGN ATTACHED AND 0.2 METER (0.5 FT) SOUTHEAST OF THE WELL HEAD.
 BJ4110'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 BJ4110
 BJ4110                          STATION RECOVERY (1988)
 BJ4110
 BJ4110'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4110'THE STATION IS LOCATED IN THE NORTHERN PART OF JEFFERSON PARISH AT
 BJ4110'PUMPING STATION NUMBER 4.  OWNERSHIP--JEFFERSON PARISH.
 BJ4110'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ4110'WILLIAMS BLVD GO NORTH FOR 3.1 KM (1.95 MI) ON WILLIAMS BLVD TO THE
 BJ4110'JUNCTION OF SUNSET BLVD ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.8 KM
 BJ4110'(0.50 MI) ON SUNSET BLVD (ENTRANCE TO JEFFERSON DOWNS) TO THE ENTRANCE
 BJ4110'TO PUMPING STATION NO. 4 ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR
 BJ4110'0.2 KM (0.10 MI) ON THE ENTRANCE ROAD TO THE PUMPING STATION ON THE
 BJ4110'RIGHT AND A DRIVE LEADING WEST.  TURN LEFT AND GO WEST FOR 0.2 KM
 BJ4110'(0.10 MI) TO THE STATION ON THE LEFT AT A DEEP WELL SITE.
 BJ4110'THE STATION IS A JEFFERSON PARISH DISK CRIMPED TO A STAINLESS STEEL
 BJ4110'ROD WELDED TO DEEP WELL CASING NO. JF-186 AND SURROUNDED BY A 1 METER
 BJ4110'SQUARE CONCRETE PAD, 77.7 M (254.9 FT) SOUTHWEST OF THE CENTER OF THE
 BJ4110'ENTRANCE ROAD, 48.2 M (158.1 FT) WEST-SOUTHWEST OF A POWER POLE, 38.7
 BJ4110'M (127.0 FT) WEST OF THE CORNER OF A CHAIN LINK FENCE, 0.6 M (2.0 FT)
 BJ4110'SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.2 M
 BJ4110'(0.7 FT) SOUTHEAST OF THE WELL HEAD.
 BJ4110
 BJ4110                          STATION RECOVERY (1994)
 BJ4110
 BJ4110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ4110'5.0 KM (3.10 MI) NORTHERLY ALONG WILLIAMS BOULEVARD FROM THE JUNCTION
 BJ4110'OF INTERSTATE HIGHWAY 10 IN KENNER, THENCE 0.8 KM (0.50 MI) WESTERLY
 BJ4110'ALONG SUNSET BOULEVARD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG AN
 BJ4110'ENTRANCE ROAD LEADING TO PUMP STATION 4, THENCE 0.1 KM (0.05 MI)
 BJ4110'WESTERLY ALONG A PAVED ROAD, 72.4 M (237.5 FT) SOUTHWEST OF THE ROAD
 BJ4110'CENTER, 48.2 M (158.1 FT) WEST-SOUTHWEST OF A UTILITY POLE WITH TW0
 BJ4110'GUY CABLES, 39.1 M (128.3 FT) SOUTH OF THE NORTHWEST END OF A
 BJ4110'CHAIN-LINK FENCE, 34.1 M (111.9 FT) SOUTHWEST OF THE CENTER OF A GATE,
 BJ4110'0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.4 M (1.3 FT) NORTH OF A
 BJ4110'WITNESS POST, AND 0.2 M (0.7 FT) EAST OF THE WELL CASING. NOTE--THE
 BJ4110'DATUM POINT IS A DISK CRIMPED TO A STAINLESS STEEL ROD THAT IS WELDED
 BJ4110'TO THE WELL CASING AND SURROUNDED BY A 3-FOOT CONCRETE PAD THAT IS
 BJ4110'FLUSH WITH THE GROUND SURFACE.
 BJ4110
 BJ4110                          STATION RECOVERY (2006)
 BJ4110
 BJ4110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 BJ4110'NOT RECOVERED. NOTE--CONCRETE AND WELL CASING HAVE BENN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4112 ***********************************************************************
 BJ4112  DESIGNATION -  JPE 119 A
 BJ4112  PID         -  BJ4112
 BJ4112  STATE/COUNTY-  LA/JEFFERSON
 BJ4112  USGS QUAD   -  LA BRANCHE (1992)
 BJ4112
 BJ4112                         *CURRENT SURVEY CONTROL
 BJ4112  ___________________________________________________________________
 BJ4112* NAD 83(1992)-  30 02 06.65908(N)    090 16 31.65949(W)     ADJUSTED  
 BJ4112* NAVD 88     -        -2.   **(meters)      -7.   **(feet)  SCALED    
 BJ4112  **This station is located in a subsidence area (see below).
 BJ4112  ___________________________________________________________________
 BJ4112  X           -     -26,568.604 (meters)                     COMP
 BJ4112  Y           -  -5,526,217.217 (meters)                     COMP
 BJ4112  Z           -   3,173,736.622 (meters)                     COMP
 BJ4112  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4112  ELLIP HEIGHT-         -28.24  (meters)          (01/21/03) GPS OBS
 BJ4112  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4112  DYNAMIC HT  -          -1.9   (meters)      -6.    (feet)  COMP
 BJ4112  MODELED GRAV-     979,324.8   (mgal)                       NAVD 88
 BJ4112
 BJ4112  HORZ ORDER  -  FIRST
 BJ4112  VERT ORDER  -  THIRD (See Below)
 BJ4112  ELLP ORDER  -  FOURTH    CLASS II
 BJ4112
 BJ4112.The horizontal coordinates were established by GPS observations
 BJ4112.and adjusted by the National Geodetic Survey in January 1993..
 BJ4112
 BJ4112 ** The orthometric height has not been validated since last determined
 BJ4112 ** by differential leveling and should not be used for control purposes.
 BJ4112 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4112 ** area with valid NAVD 88 orthometric heights.
 BJ4112 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4112 ** epoch indicated which incorporates improved geoid heights for the
 BJ4112 ** Southern Louisiana Subsidence area.
 BJ4112 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4112.The orthometric height was scaled from a topographic map.
 BJ4112.The vertical order pertains to the NGVD 29 superseded value.
 BJ4112
 BJ4112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4112
 BJ4112.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4112
 BJ4112.The ellipsoidal height was determined by GPS observations
 BJ4112.and is referenced to NAD 83.
 BJ4112
 BJ4112.The geoid height was determined by GEOID03.
 BJ4112
 BJ4112.The dynamic height is computed by dividing the NAVD 88
 BJ4112.geopotential number by the normal gravity value computed on the
 BJ4112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4112.degrees latitude (g = 980.6199 gals.).
 BJ4112
 BJ4112.The modeled gravity was interpolated from observed gravity values.
 BJ4112
 BJ4112;                    North         East     Units Scale Factor Converg.
 BJ4112;SPC LA S     -   170,637.211 1,102,025.138   MT  0.99992592   +0 31 44.2
 BJ4112;SPC LA S     -   559,832.25  3,615,560.81   sFT  0.99992592   +0 31 44.2
 BJ4112;UTM  15      - 3,325,812.119   762,732.504   MT  1.00045173   +1 21 52.2
 BJ4112
 BJ4112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4112!SPC LA S     -   1.00000444  x   0.99992592  =   0.99993035
 BJ4112!UTM  15      -   1.00000444  x   1.00045173  =   1.00045617
 BJ4112
 BJ4112                          SUPERSEDED SURVEY CONTROL
 BJ4112
 BJ4112  ELLIP H (01/21/93)  -28.21   (m)                       GP(       ) 4 2
 BJ4112  NAD 83(1986)-  30 02 06.67628(N)    090 16 31.65720(W) AD(       ) 1
 BJ4112  NAD 83(1986)-  30 02 06.67798(N)    090 16 31.65734(W) AD(       ) 3
 BJ4112  NAD 27      -  30 02 05.95403(N)    090 16 31.37618(W) AD(       ) 3
 BJ4112  NGVD 29 (02/23/90)   -1.75   (m)           -5.7    (f) LEVELING    3  
 BJ4112
 BJ4112.Superseded values are not recommended for survey control.
 BJ4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4112.See file dsdata.txt to determine how the superseded data were derived.
 BJ4112
 BJ4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6273325812(NAD 83)
 BJ4112_MARKER: DB = BENCH MARK DISK
 BJ4112_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ4112_SP_SET: DEEP WELL CASING
 BJ4112_STAMPING: JPE 119 A 1986
 BJ4112_MARK LOGO: LA-051
 BJ4112_PROJECTION: FLUSH
 BJ4112_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4112+STABILITY: SURFACE MOTION
 BJ4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4112+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 BJ4112_ROD/PIPE-DEPTH: 186  meters
 BJ4112
 BJ4112  HISTORY     - Date     Condition        Report By
 BJ4112  HISTORY     - 1986     MONUMENTED       LADTD
 BJ4112  HISTORY     - 1987     GOOD             NGS
 BJ4112  HISTORY     - 19880920 GOOD             LADTD
 BJ4112  HISTORY     - 19890125 GOOD
 BJ4112  HISTORY     - 20060427 MARK NOT FOUND   NGS
 BJ4112
 BJ4112                          STATION DESCRIPTION
 BJ4112
 BJ4112'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BJ4112'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI)
 BJ4112'WEST-NORTHWEST OF KENNER.
 BJ4112'OWNERSHIP--JEFFERSON PARISH, CONTACT MR. NORMAN ST MARTIN, PHONE
 BJ4112'504-468-2828.
 BJ4112'
 BJ4112'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND
 BJ4112'WILLIAMS BLVD. IN KENNER, GO NORTH ON WILLIAMS BLVD. FOR 3.1 KM
 BJ4112'(1.9 MI) TO SUNSET BLVD. (ENTRANCE INTO  JEFFERSON DOWNS. TURN
 BJ4112'LEFT, WEST ON SUNSET BLVD. FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF
 BJ4112'PLATT STREET.  TURN LEFT, SOUTH ON PLATT STREET TO A T-JUNCTION,
 BJ4112'THEN LEFT, EAST ON VINTAGE STREET FOR A FEW 100 FEET TO THE END OF
 BJ4112'THE STREET AT CANAL NUMBER 17 AND THE MARK SET IN THE MEDIAN.
 BJ4112'
 BJ4112'THE STATION IS A STANDARD JPBM DISK
 BJ4112'STAMPED---JPE 119 A 1986---,
 BJ4112'THE DISK IS CRIMPED ONTO A STAINLESS STEEL ROAD WHICH IS
 BJ4112'WELDED ONTO THE SIDE OF A WELL CASING THAT IS SEVERAL 100 FEET INTO
 BJ4112'THE GROUND AND SURROUNDED BY A 3 BY 3 FOOT CONCRETE PLATFORM.
 BJ4112'LOCATED
 BJ4112'29.3 METERS (96 FT) EAST FROM THE CENTER OF THE JUNCTION OF PLATT
 BJ4112'STREET AND VINTAGE DRIVE,
 BJ4112'14.9 METERS (49 FT) WEST FROM THE SOUTH END OF A METAL GUARD RAIL,
 BJ4112'8.2 METERS (27 FT) NORTH FROM THE SOUTH CURB OF THE MEDIAN,
 BJ4112'1.4 METERS (4.5 FT) SOUTH FROM THE NORTH CURB OF THE MEDIDAN AND
 BJ4112'0.2 METER (0.5 FT) NORTH FROM THE WELL HEAD.
 BJ4112'
 BJ4112'DESCRIBED BY S.L. CRAIN.
 BJ4112
 BJ4112                          STATION RECOVERY (1987)
 BJ4112
 BJ4112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BJ4112'6.4 KM (4 MI) NW FROM KENNER.
 BJ4112'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ4112'3.1 KM (1.9 MI) NORTH ALONG WILLIAMS BLVD FROM THE JUNCTION WITH
 BJ4112'INTERSTATE HIGHWAY 10 IN KENNER TO THE JUNCTION WITH SUNSET BLVD
 BJ4112'(ENTRANCE TO JEFFERSON DOWNS), THENCE WEST (LEFT) ON SUNSET BLVD
 BJ4112'FOR 3.9 KM (2.4 MI) TO THE JUNCTION WITH PLATT STREET, THENCE SOUTH
 BJ4112'(LEFT) ON PLATT ST FOR 1 KM (0.6 MI) TO THE JUNCTION OF VINTAGE
 BJ4112'DRIVE WITH THE MARK SET ON THE LEFT IN THE MEDIAN OF VINTAGE DRIVE.
 BJ4112'THE MARK IS A JEFFERSON PARISH DISK SET IN THE TOP OF A 1-METER SQUARE
 BJ4112'CONCRETE PAD ATTACHED TO A STEEL ROD THAT IS WELDED TO THE DEEP WELL
 BJ4112'CASING BELOW THE PAD, 29.3 METERS (96 FT) EAST OF THE CENTER OF THE
 BJ4112'JUNCTION OF PLATT ST AND VINTAGE DR, 14.9 METERS (49 FT) WEST OF THE
 BJ4112'SOUTH END OF A METAL GUARD RAIL, 8.2 METERS (27 FT) NORTH OF THE SOUTH
 BJ4112'CURB OF THE MEDIAN, 1.4 METERS (4.5 FT) SOUTH OF THE NORTH CURB OF THE
 BJ4112'MEDIAN AND 0.2 METER (0.5 FT) NORTH OF THE WELL HEAD.
 BJ4112'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 BJ4112
 BJ4112                          STATION RECOVERY (1988)
 BJ4112
 BJ4112'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4112'THE STATION IS LOCATED IN THE NORTHERN PART OF JEFFERSON PARISH AT THE
 BJ4112'JUNCTION OF VINTAGE STREET AND CANAL NUMBER 17.  OWNERSHIP--JEFFERSON
 BJ4112'PARISH.
 BJ4112'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ4112'WILLIAMS BLVD IN KENNER GO NORTH ON WILLIAMS BLVD FOR 3.1 KM
 BJ4112'(1.95 MI) TO SUNSET BLVD, (ENTRANCE TO JEFFERSON DOWNS), ON THE  LEFT.
 BJ4112'TURN LEFT AND GO WEST FOR 3.7 KM (2.30 MI) ON SUNSET BLVD TO THE
 BJ4112'JUNCTION OF PLATT STREET.  TURN LEFT AND GO SOUTH ON PLATT STREET TO A
 BJ4112'T-JUNCTION.  TURN LEFT AND GO EAST ON VINTAGE STREET FOR A FEW 100
 BJ4112'FEET TO THE END OF THE STREET AND CANAL NUMBER 17 WITH THE MARK SET IN
 BJ4112'THE MEDIAN.
 BJ4112'THE STATION IS A STANDARD JEFFERSON PARISH DISK CRIMPED TO A STAINLESS
 BJ4112'STEEL ROD WELDED TO DEEP WELL CASING JF-183 AND SURROUNDED BY A 1
 BJ4112'METER SQUARE CONCRETE PAD, 29.3 M (96.1 FT) EAST OF THE CENTER OF THE
 BJ4112'JUNCTION OF PLATT ST AND VINTAGE DR., 14.9 M (48.9 FT) WEST OF THE
 BJ4112'SOUTH END OF A METAL GUARD RAIL, 8.2 M (26.9 FT) NORTH OF THE SOUTH
 BJ4112'CURB OF THE MEDIAN, 1.4 M (4.6 FT) SOUTH OF THE NORTH CURB OF THE
 BJ4112'MEDIAN AND 0.2 M (0.7 FT) NORTH OF THE WELL HEAD.
 BJ4112
 BJ4112                          STATION RECOVERY (1989)
 BJ4112
 BJ4112'RECOVERED 1989
 BJ4112'RECOVERED IN GOOD CONDITION.
 BJ4112
 BJ4112                          STATION RECOVERY (2006)
 BJ4112
 BJ4112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ4112'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4114 ***********************************************************************
 BJ4114  DESIGNATION -  JPE 120 A
 BJ4114  PID         -  BJ4114
 BJ4114  STATE/COUNTY-  LA/JEFFERSON
 BJ4114  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4114
 BJ4114                         *CURRENT SURVEY CONTROL
 BJ4114  ___________________________________________________________________
 BJ4114* NAD 83(1992)-  30 00 26.40211(N)    090 14 39.47160(W)     ADJUSTED  
 BJ4114* NAVD 88     -        -2.   **(meters)      -7.   **(feet)  SCALED    
 BJ4114  **This station is located in a subsidence area (see below).
 BJ4114  ___________________________________________________________________
 BJ4114  X           -     -23,569.464 (meters)                     COMP
 BJ4114  Y           -  -5,527,775.331 (meters)                     COMP
 BJ4114  Z           -   3,171,063.610 (meters)                     COMP
 BJ4114  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4114  ELLIP HEIGHT-         -28.32  (meters)          (09/30/02) GPS OBS
 BJ4114  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ4114  DYNAMIC HT  -          -2.0   (meters)      -7.    (feet)  COMP
 BJ4114  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 BJ4114
 BJ4114  HORZ ORDER  -  FIRST
 BJ4114  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ4114  ELLP ORDER  -  FOURTH    CLASS II
 BJ4114
 BJ4114.The horizontal coordinates were established by GPS observations
 BJ4114.and adjusted by the National Geodetic Survey in January 1993..
 BJ4114
 BJ4114 ** The orthometric height has not been validated since last determined
 BJ4114 ** by differential leveling and should not be used for control purposes.
 BJ4114 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4114 ** area with valid NAVD 88 orthometric heights.
 BJ4114 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4114 ** epoch indicated which incorporates improved geoid heights for the
 BJ4114 ** Southern Louisiana Subsidence area.
 BJ4114 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4114.The orthometric height was scaled from a topographic map.
 BJ4114.The vertical order pertains to the first NAVD 88 superseded value.
 BJ4114
 BJ4114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4114
 BJ4114.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4114
 BJ4114.The ellipsoidal height was determined by GPS observations
 BJ4114.and is referenced to NAD 83.
 BJ4114
 BJ4114.The geoid height was determined by GEOID03.
 BJ4114
 BJ4114.The dynamic height is computed by dividing the NAVD 88
 BJ4114.geopotential number by the normal gravity value computed on the
 BJ4114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4114.degrees latitude (g = 980.6199 gals.).
 BJ4114
 BJ4114.The modeled gravity was interpolated from observed gravity values.
 BJ4114
 BJ4114;                    North         East     Units Scale Factor Converg.
 BJ4114;SPC LA S     -   167,578.577 1,105,059.891   MT  0.99992575   +0 32 40.3
 BJ4114;SPC LA S     -   549,797.38  3,625,517.33   sFT  0.99992575   +0 32 40.3
 BJ4114;UTM  15      - 3,322,796.420   765,813.158   MT  1.00047183   +1 22 44.3
 BJ4114
 BJ4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4114!SPC LA S     -   1.00000445  x   0.99992575  =   0.99993020
 BJ4114!UTM  15      -   1.00000445  x   1.00047183  =   1.00047628
 BJ4114
 BJ4114:                Primary Azimuth Mark                     Grid Az
 BJ4114:SPC LA S     -  JPE 121 A                                174 40 37.0
 BJ4114:UTM  15      -  JPE 121 A                                173 50 33.0
 BJ4114
 BJ4114|---------------------------------------------------------------------|
 BJ4114| PID    Reference Object                     Distance      Geod. Az  |
 BJ4114|                                                           dddmmss.s |
 BJ4114| AU2317 JPE 121 A                           APPROX. 1.8 KM 1751317.3 |
 BJ4114|---------------------------------------------------------------------|
 BJ4114
 BJ4114                          SUPERSEDED SURVEY CONTROL
 BJ4114
 BJ4114  ELLIP H (01/21/93)  -28.30   (m)                       GP(       ) 4 2
 BJ4114  NAD 83(1986)-  30 00 26.41894(N)    090 14 39.47089(W) AD(       ) 1
 BJ4114  NAD 27      -  30 00 25.68943(N)    090 14 39.19529(W) AD(       ) 1
 BJ4114  NAVD 88 (02/14/94)   -2.024  (m)           -6.64   (f) UNKNOWN     1 2
 BJ4114  NGVD 29 (04/30/95)   -1.91   (m)           -6.3    (f) LEVELING    3  
 BJ4114
 BJ4114.Superseded values are not recommended for survey control.
 BJ4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4114.See file dsdata.txt to determine how the superseded data were derived.
 BJ4114
 BJ4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6581322796(NAD 83)
 BJ4114_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BJ4114_SETTING: 0 = UNSPECIFIED SETTING
 BJ4114_SP_SET: DEEP WELL CASING
 BJ4114_STAMPING: JPE 120 A 1986
 BJ4114_MARK LOGO: NONE  
 BJ4114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ4114+STABILITY: POSITION/ELEVATION WELL
 BJ4114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4114+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1994
 BJ4114
 BJ4114  HISTORY     - Date     Condition        Report By
 BJ4114  HISTORY     - 1986     MONUMENTED       LADTD
 BJ4114  HISTORY     - 1987     GOOD             NGS
 BJ4114  HISTORY     - 19880920 GOOD             LADTD
 BJ4114  HISTORY     - 19930331 GOOD             BFM
 BJ4114  HISTORY     - 19930331 GOOD             BFM
 BJ4114  HISTORY     - 19930331 GOOD             BFM
 BJ4114  HISTORY     - 19941213 GOOD             NGS
 BJ4114
 BJ4114                          STATION DESCRIPTION
 BJ4114
 BJ4114'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BJ4114'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI)
 BJ4114'EAST OF THE PARISH LINE,
 BJ4114'0.5 KM (0.3 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE 10 AND
 BJ4114'WILLIAMS BOULEVARD.
 BJ4114'OWNERSHIP--CITY OF KENNER.
 BJ4114'
 BJ4114'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ4114'WILLIAMS BOULEVARD, GO SOUTH FOR 0.28 KM (0.2 MI) ON WILLIAMS
 BJ4114'BOULEVARD TO A CROSSROAD.
 BJ4114'TURN RIGHT AND GO WEST FOR 0.22 KM (0.15 MI) ON VETERANS MEMORIAL
 BJ4114'HIGHWAY TO A TRACK ROAD ON THE RIGHT.
 BJ4114'TURN RIGHT, THEN LEFT ON A DIM ROAD PARRALLEL TO THE HIGHWAY FOR
 BJ4114'0.18 KM (0.1 MI) TO THE STATION ON THE RIGHT, JUST PASS A TURN IN
 BJ4114'THE ROAD.
 BJ4114'
 BJ4114'THE STATION IS A STANDARD JP DISK
 BJ4114'STAMPED---JPE 120 A 1986---,
 BJ4114'SET INTO THE TOP OF A 1-METER SQUARE CONCRETE PAD.  THE DISK IS
 BJ4114'ATTACHED TO A STEEL ROD THAT IS WELDED TO DEEP WELL CASEING 182
 BJ4114'BELOW THE PAD.
 BJ4114'25.2 METERS (82.7 FT) NORTH-NORTHEAST FROM THE EAST END OF A GAS
 BJ4114'LINE ON WOODEN SUPPORTS,
 BJ4114'7.7 METERS (25.3 FT) EAST FROM THE CANAL BANK,
 BJ4114'0.6 METERS (2 FT) SOUTH FROM A METAL WITNESS POST,
 BJ4114'0.5 METERS (1.6 FT) NORTH FROM A METAL WITNESS POST AND
 BJ4114'0.2 METERS (0.7 FT) WEST-SOUTHWEST FROM A WELL HEAD.
 BJ4114
 BJ4114                          STATION RECOVERY (1987)
 BJ4114
 BJ4114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BJ4114'3.2 KM (2 MI) NORTH FROM KENNER.
 BJ4114'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 BJ4114'ABOUT 0.3 KM (0.2 MI) SOUTH ON WILLIAMS BLVD FROM THE JUNCTION WITH
 BJ4114'INTERSTATE HIGHWAY 10 TO THE JUNCTION WITH VETERANS MEMORIAL HIGHWAY,
 BJ4114'THENCE WEST (RIGHT) ON VETERANS HIGHWAY FOR 0.4 KM (0.25 MI) TO THE
 BJ4114'MARK ON THE RIGHT EAST OF THE DUNCAN CANAL, IN THE IMMEDIATE FLIGHT
 BJ4114'PATH OF A RUNWAY OF THE NEW ORLEANS INTERNATIONAL AIRPORT, ABOUT 50
 BJ4114'METERS (164 FT) NORTH OF THE HIGHWAY, 25.1 METERS (82.5 FT) NORTH-
 BJ4114'NORTHEAST OF THE EAST END OF A GAS LINE ON WOODEN SUPPORTS, 7.8 METERS
 BJ4114'(25.5 FT) EAST OF THE EAST CANAL BANK, 0.6 METER (2 FT) SOUTH OF A
 BJ4114'METAL WITNESS POST WITH SIGN ATTACHED AND 0.2 METER (0.5 FT) WEST-
 BJ4114'SOUTHWEST OF THE WELL HEAD.  THE MARK IS A JEFFERSON PARISH DISK SET
 BJ4114'IN THE TOP OF A 1-METER SQUARE CONCRETE PAD AROUND DEEP WELL 182,
 BJ4114'ATTACHED TO A STEEL ROD THAT IS WELDED TO THE DEEP WELL CASING BELOW
 BJ4114'THE PAD.
 BJ4114'THE MARK IS 1.64 METERS  N FROM A WITNESS POST.
 BJ4114
 BJ4114                          STATION RECOVERY (1988)
 BJ4114
 BJ4114'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4114'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) EAST OF THE PARISH LINE,
 BJ4114'0.5 KM (0.30 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 10
 BJ4114'AND WILLIAMS BLVD.  OWNERSHIP--CITY OF KENNER.
 BJ4114'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ4114'WILLIAMS BLVD GO SOUTH FOR 0.28 KM (0.15 MI) ON WILLIAMS BLVD TO A
 BJ4114'CROSS ROAD.  TURN RIGHT AND GO WEST FOR 0.22 KM (0.15 MI) ON VETERANS
 BJ4114'MEMORIAL HIGHWAY TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT, THEN LEFT,
 BJ4114'ON A DIM ROAD PARALLEL TO THE HIGHWAY FOR 0.18 KM (0.10 MI) TO THE
 BJ4114'STATION ON THE RIGHT JUST PAST A TURN IN THE ROAD.
 BJ4114'THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A 1 M (3.3 FT)
 BJ4114'SQUARE CONCRETE PAD.  THE DISK IS ATTACHED TO A STEEL ROD THAT IS
 BJ4114'WELDED TO DEEP WELL CASING 182 BELOW THE PAD.  IT IS 25.2 M (82.7 FT)
 BJ4114'NORTH-NORTHEAST FROM THE EAST END OF A GAS PIPELINE ON WOODEN
 BJ4114'SUPPORTS, 7.7 M (25.3 FT) EAST FROM THE EAST CANAL BANK, 0.6 M
 BJ4114'(2.0 FT) SOUTH FROM A METAL WITNESS POST, 0.5 M (1.6 FT) FROM A METAL
 BJ4114'WITNESS POST AND 0.2 M (0.7 FT) WEST-SOUTHWEST FROM THE WELL HEAD.
 BJ4114
 BJ4114                          STATION RECOVERY (1993)
 BJ4114
 BJ4114'RECOVERY NOTE BY BFM CORPORATION 1993 (DWE)
 BJ4114'RECOVERY NOTE BY LA TRANSP AND DEV 1988. RECOVERED IN GOOD CONDITION.
 BJ4114'DESCRIPTION IS ADEQUATE.
 BJ4114
 BJ4114                          STATION RECOVERY (1993)
 BJ4114
 BJ4114'RECOVERY NOTE BY BFM CORPORATION 1993 (DWE)
 BJ4114'RECOVERY NOTE BY LA TRANSP AND DEV 1988.  RECOVERED IN GOOD CONDITION.
 BJ4114'DESCRIPTION IS ADEQUATE.
 BJ4114
 BJ4114                          STATION RECOVERY (1993)
 BJ4114
 BJ4114'RECOVERY NOTE BY BFM CORPORATION 1993 (DWE)
 BJ4114'RECOVERY NOTE BY LA TRANSP AND DEV 1988.  RECOVERED IN GOOD CONDITION.
 BJ4114'DESCRIPTION IS ADEQUATE.
 BJ4114
 BJ4114                          STATION RECOVERY (1994)
 BJ4114
 BJ4114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ4114'IN KENNER, AT THE INTERSECTION OF VETERANS MEMORIAL BOULEVARD AND
 BJ4114'AIRPORT ROAD, THE DISK IS ATTACHED TO A STEEL ROD THAT IS WELDED TO
 BJ4114'DEEP WELL CASING 182 AND IS SURROUNDED BY A CONCRETE PAD, 144.4 M
 BJ4114'(473.8 FT) WEST OF THE CENTER OF THE ROAD, 45.7 M (149.9 FT) NORTH OF
 BJ4114'THE CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 24.9 M (81.7
 BJ4114'FT) NORTH OF THE EAST END OF A GAS PIPELINE ON WOODEN SUPPORTS OVER A
 BJ4114'CANAL, 7.7 M (25.3 FT) EAST OF THE EAST EDGE OF THE CANAL, 0.9 M (3.0
 BJ4114'FT) BELOW THE LEVEL OF THE BOULEVARD, NEAR THE CENTER OF 2 WITNESS
 BJ4114'POSTS, AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2317 ***********************************************************************
 AU2317  DESIGNATION -  JPE 121 A
 AU2317  PID         -  AU2317
 AU2317  STATE/COUNTY-  LA/JEFFERSON
 AU2317  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2317
 AU2317                         *CURRENT SURVEY CONTROL
 AU2317  ___________________________________________________________________
 AU2317* NAD 83(1992)-  29 59 27.45046(N)    090 14 33.81030(W)     ADJUSTED  
 AU2317* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2317  **This station is located in a subsidence area (see below).
 AU2317  ___________________________________________________________________
 AU2317  X           -     -23,421.598 (meters)                     COMP
 AU2317  Y           -  -5,528,685.761 (meters)                     COMP
 AU2317  Z           -   3,169,492.808 (meters)                     COMP
 AU2317  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2317  ELLIP HEIGHT-         -25.79  (meters)          (09/30/02) GPS OBS
 AU2317  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU2317  DYNAMIC HT  -           0.5   (meters)       2.    (feet)  COMP
 AU2317  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 AU2317
 AU2317  HORZ ORDER  -  FIRST
 AU2317  ELLP ORDER  -  FOURTH    CLASS II
 AU2317
 AU2317.The horizontal coordinates were established by GPS observations
 AU2317.and adjusted by the National Geodetic Survey in January 1993..
 AU2317
 AU2317 ** The orthometric height has not been validated since last determined
 AU2317 ** by differential leveling and should not be used for control purposes.
 AU2317 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2317 ** area with valid NAVD 88 orthometric heights.
 AU2317 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2317 ** epoch indicated which incorporates improved geoid heights for the
 AU2317 ** Southern Louisiana Subsidence area.
 AU2317 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2317.The orthometric height was scaled from a topographic map.
 AU2317
 AU2317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2317
 AU2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2317
 AU2317.The ellipsoidal height was determined by GPS observations
 AU2317.and is referenced to NAD 83.
 AU2317
 AU2317.The geoid height was determined by GEOID03.
 AU2317
 AU2317.The dynamic height is computed by dividing the NAVD 88
 AU2317.geopotential number by the normal gravity value computed on the
 AU2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2317.degrees latitude (g = 980.6199 gals.).
 AU2317
 AU2317.The modeled gravity was interpolated from observed gravity values.
 AU2317
 AU2317;                    North         East     Units Scale Factor Converg.
 AU2317;SPC LA S     -   165,764.978 1,105,228.869   MT  0.99992576   +0 32 43.1
 AU2317;SPC LA S     -   543,847.27  3,626,071.71   sFT  0.99992576   +0 32 43.1
 AU2317;UTM  15      - 3,320,984.482   766,008.626   MT  1.00047312   +1 22 44.7
 AU2317
 AU2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2317!SPC LA S     -   1.00000405  x   0.99992576  =   0.99992981
 AU2317!UTM  15      -   1.00000405  x   1.00047312  =   1.00047717
 AU2317
 AU2317:                Primary Azimuth Mark                     Grid Az
 AU2317:SPC LA S     -  JPE 120 A                                354 40 37.0
 AU2317:UTM  15      -  JPE 120 A                                353 50 35.4
 AU2317
 AU2317|---------------------------------------------------------------------|
 AU2317| PID    Reference Object                     Distance      Geod. Az  |
 AU2317|                                                           dddmmss.s |
 AU2317| BJ4114 JPE 120 A                           APPROX. 1.8 KM 3551320.1 |
 AU2317|---------------------------------------------------------------------|
 AU2317
 AU2317                          SUPERSEDED SURVEY CONTROL
 AU2317
 AU2317  ELLIP H (01/21/93)  -25.77   (m)                       GP(       ) 4 2
 AU2317  NAD 83(1986)-  29 59 27.46734(N)    090 14 33.81036(W) AD(       ) 1
 AU2317  NAD 27      -  29 59 26.73613(N)    090 14 33.53519(W) AD(       ) 1
 AU2317  NGVD 29 (05/20/88)    0.5    (m)            2.     (f) GPS OBS        
 AU2317
 AU2317.Superseded values are not recommended for survey control.
 AU2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2317.See file dsdata.txt to determine how the superseded data were derived.
 AU2317
 AU2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6600920984(NAD 83)
 AU2317_MARKER: DB = BENCH MARK DISK
 AU2317_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AU2317_SP_SET: DEEP WELL CASING
 AU2317_STAMPING: JPE 121 A 1986
 AU2317_MARK LOGO: LA-051
 AU2317_PROJECTION: FLUSH
 AU2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2317+STABILITY: SURFACE MOTION
 AU2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2317+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1988
 AU2317_ROD/PIPE-DEPTH: 214  meters
 AU2317
 AU2317  HISTORY     - Date     Condition        Report By
 AU2317  HISTORY     - 1986     MONUMENTED       NGS
 AU2317  HISTORY     - 1987     GOOD             NGS
 AU2317  HISTORY     - 19880920 GOOD             LADTD
 AU2317
 AU2317                          STATION DESCRIPTION
 AU2317
 AU2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AU2317'IN KENNER.
 AU2317'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AU2317'2.1 KM (1.3 MI) SOUTH ALONG WILLIAMS BLVD FROM THE JUNCTION WITH
 AU2317'INTERSTATE HIGHWAY 10 IN KENNER TO THE MARK ON THE RIGHT SET IN A
 AU2317'SMALL PARK JUST BEFORE REACHING THE KENNER CITY HALL.  THE MARK IS A
 AU2317'JEFFERSON PARISH DISK SET IN THE TOP OF A 1-METER SQUARE CONCTETE PAD
 AU2317'ATTACHED TO A STEEL ROD THAT IS WELDED TO THE DEEP WELL CASING BELOW
 AU2317'THE PAD, 83.1 METERS (272.5 FT) WEST OF THE CENTER OF THE SOUTH BOUND
 AU2317'LANES OF WILLIAMS BLVD, 22.6 METERS (74 FT) WEST OF THE CENTER ONE OF
 AU2317'FIVE FLAG POLES, 22.6 METERS (74 FT) NORTHEAST OF THE CENTER OF A PIPE
 AU2317'GATE, 18.4 METERS (60.5 FT) EAST OF THE CENTER OF A PAVED DRIVE GOING
 AU2317'THRU THE PARK, 16 METERS (52.5 FT) NORTH-NORTHWEST OF A POWER POLE
 AU2317'WITH A SECURITY LIGHT AND TRANSFORMER ATTACHED AND 13 METERS (42.5 FT)
 AU2317'NORTH OF THE CENTER OF A PAVED JOGGING TRAIL AROUND THE PARK.
 AU2317'THE MARK IS 0.15 METERS  NE FROM A WITNESS POST.
 AU2317
 AU2317                          STATION RECOVERY (1988)
 AU2317
 AU2317'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU2317'THE STATION IS LOCATED IN THE WESTERN PART OF JEFFERSON PARISH NEAR
 AU2317'THE KENNER CITY HALL.  OWNERSHIP--JEFFERSON PARISH.
 AU2317'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU2317'WILLIAMS BLVD IN KENNER, GO SOUTH FOR 2.1 KM (1.30 MI) ON WILLIAMS
 AU2317'BLVD TO THE MARK ON THE RIGHT IN A SMALL PARK JUST BEFORE REACHING THE
 AU2317'KENNER CITY HALL.
 AU2317'THE STATION IS A JEFFERSON PARISH DISK CRIMPED TO A STAINLESS STEEL
 AU2317'ROD WELDED TO DEEP WELL CASING JF-184 AND SURROUNDED BY A 1 METER
 AU2317'SQUARE CONCRETE PAD, 83.1 M (272.6 FT) WEST OF THE CENTER OF THE SOUTH
 AU2317'BOUND LANES OF WILLIAMS BLVD, 22.6 M (74.1 FT) WEST OF THE CENTER OF
 AU2317'ONE OF FIVE FLAG POLES, 22.6 M (74.1 FT) NORTHEAST OF THE CENTER OF A
 AU2317'PIPE GATE, 18.4 M (60.4 FT) EAST OF THE CENTER OF A PAVED DRIVE GOING
 AU2317'THROUGH THE PARK, 16 M (52.5 FT) NORTH-NORTHWEST OF A POWER POLE WITH
 AU2317'A SECURITY LIGHT AND TRANSFORMER ATTACHED AND 13 M (42.7 FT) NORTH OF
 AU2317'THE CENTER OF A PAVED JOGGING TRAIL AROUND THE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2319 ***********************************************************************
 AU2319  DESIGNATION -  JPE 122 A
 AU2319  PID         -  AU2319
 AU2319  STATE/COUNTY-  LA/JEFFERSON
 AU2319  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2319
 AU2319                         *CURRENT SURVEY CONTROL
 AU2319  ___________________________________________________________________
 AU2319* NAD 83(1992)-  29 58 23.20092(N)    090 12 36.64441(W)     ADJUSTED  
 AU2319* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2319  **This station is located in a subsidence area (see below).
 AU2319  ___________________________________________________________________
 AU2319  X           -     -20,284.726 (meters)                     COMP
 AU2319  Y           -  -5,529,686.534 (meters)                     COMP
 AU2319  Z           -   3,167,779.005 (meters)                     COMP
 AU2319  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2319  ELLIP HEIGHT-         -26.12  (meters)          (09/30/02) GPS OBS
 AU2319  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU2319  DYNAMIC HT  -           0.1   (meters)       0.    (feet)  COMP
 AU2319  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 AU2319
 AU2319  HORZ ORDER  -  FIRST
 AU2319  VERT ORDER  -  THIRD (See Below)
 AU2319  ELLP ORDER  -  FOURTH    CLASS II
 AU2319
 AU2319.The horizontal coordinates were established by GPS observations
 AU2319.and adjusted by the National Geodetic Survey in January 1993..
 AU2319
 AU2319 ** The orthometric height has not been validated since last determined
 AU2319 ** by differential leveling and should not be used for control purposes.
 AU2319 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2319 ** area with valid NAVD 88 orthometric heights.
 AU2319 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2319 ** epoch indicated which incorporates improved geoid heights for the
 AU2319 ** Southern Louisiana Subsidence area.
 AU2319 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2319.The orthometric height was scaled from a topographic map.
 AU2319.The vertical order pertains to the NGVD 29 superseded value.
 AU2319
 AU2319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2319
 AU2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2319
 AU2319.The ellipsoidal height was determined by GPS observations
 AU2319.and is referenced to NAD 83.
 AU2319
 AU2319.The geoid height was determined by GEOID03.
 AU2319
 AU2319.The dynamic height is computed by dividing the NAVD 88
 AU2319.geopotential number by the normal gravity value computed on the
 AU2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2319.degrees latitude (g = 980.6199 gals.).
 AU2319
 AU2319.The modeled gravity was interpolated from observed gravity values.
 AU2319
 AU2319;                    North         East     Units Scale Factor Converg.
 AU2319;SPC LA S     -   163,817.165 1,108,388.414   MT  0.99992586   +0 33 41.7
 AU2319;SPC LA S     -   537,456.82  3,636,437.65   sFT  0.99992586   +0 33 41.7
 AU2319;UTM  15      - 3,319,081.769   769,197.946   MT  1.00049419   +1 23 40.6
 AU2319
 AU2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2319!SPC LA S     -   1.00000410  x   0.99992586  =   0.99992996
 AU2319!UTM  15      -   1.00000410  x   1.00049419  =   1.00049829
 AU2319
 AU2319                          SUPERSEDED SURVEY CONTROL
 AU2319
 AU2319  ELLIP H (01/21/93)  -26.11   (m)                       GP(       ) 4 2
 AU2319  NAD 83(1986)-  29 58 23.21653(N)    090 12 36.64393(W) AD(       ) 1
 AU2319  NAD 27      -  29 58 22.48331(N)    090 12 36.37144(W) AD(       ) 1
 AU2319  NGVD 29 (02/23/90)    0.21   (m)            0.7    (f) LEVELING    3  
 AU2319
 AU2319.Superseded values are not recommended for survey control.
 AU2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2319.See file dsdata.txt to determine how the superseded data were derived.
 AU2319
 AU2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6919819082(NAD 83)
 AU2319_MARKER: DB = BENCH MARK DISK
 AU2319_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AU2319_SP_SET: DEEP WELL CASING
 AU2319_STAMPING: JPE 122 A 1986
 AU2319_MARK LOGO: LA-051
 AU2319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AU2319+STABILITY: POSITION/ELEVATION WELL
 AU2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2319+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1989
 AU2319
 AU2319  HISTORY     - Date     Condition        Report By
 AU2319  HISTORY     - 1986     MONUMENTED       LADTD
 AU2319  HISTORY     - 1987     GOOD             NGS
 AU2319  HISTORY     - 19880920 GOOD             LADTD
 AU2319  HISTORY     - 19890124 GOOD
 AU2319
 AU2319                          STATION DESCRIPTION
 AU2319
 AU2319'DESCRIBED BY LA TRANSP AND DEV 1986 (TLH)
 AU2319'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 AU2319'NORTHWEST OF THE NORTH END OF THE HUEY P LONG BRIDGE, ALONG THE
 AU2319'EAST END OF SONIAT CANAL.
 AU2319'OWNERSHIP--CITY OF HARAHAN.
 AU2319'
 AU2319'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU2319'WILLIAMS BOULEVARD, GO SOUTH FOR 3.15 KM (1.95 MI) ON ON WILLIAMS
 AU2319'BOULEVARD TO ITS JUNCTION WITH AIRLINE HIGHWAY.
 AU2319'TURN LEFT AND GO EAST FOR 3.28 KM (2.05 MI) ON ON AIRLINE HIGHWAY
 AU2319'TO A CROSSROAD.
 AU2319'TURN RIGHT AND GO SOUTHEAST FOR 1.5 KM (0.9 MI) ON ON STATE HIGHWAY
 AU2319'3154 TO DOCK STREET ON THE RIGHT.
 AU2319'TURN RIGHT AND GO WEST FOR 0.16 KM (0.1 MI) ON DOCK STREET TO A
 AU2319'T-ROAD.
 AU2319'TURN RIGHT AND GO NORTHWEST FOR 0.53 KM (0.35 MI) ON ON HICKORY
 AU2319'AVENUE TO SUAVE ROAD.
 AU2319'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON SUAVE ROAD TO A
 AU2319'CROSS STREET ON THE EAST SIDE OF A CANAL.
 AU2319'TURN RIGHT AND GO NORTHWEST FOR 0.27 KM (0.15 MI) ON THE STREET TO
 AU2319'ITS END AND THE STATION BETWEEN THE END OF THE STREET AND THE
 AU2319'RAILROAD TRACKS.
 AU2319'
 AU2319'THE STATION IS A STANDARD JP DISK
 AU2319'STAMPED---JPE 122 A 1986---,
 AU2319'SET INTO
 AU2319'SET OFF CENTER IN A 1-METER SQUARE CONCRETE PAD.  THE DISK IS
 AU2319'ATTACHED TO A STEEL ROD THAT IS WELDED TO THE DEEP WELL CASING
 AU2319'BELOW THE CONCRETE PAD.
 AU2319'32.6 METERS (107 FT) WEST FROM THE NORTHWEST CORNER OF A BRICK
 AU2319'HOUSE,
 AU2319'31 METERS (101.7 FT) SOUTHEAST FROM A METAL TRANSMISSION TOWER,
 AU2319'23 METERS (75.5 FT) NORTHWEST FROM A FIRE HYDRANT IN THE CIRCLE AT
 AU2319'THE END OF THE STREET,
 AU2319'6.3 METERS (20.7 FT) WEST FROM A CANAL WALL AND
 AU2319'0.5 METERS (1.6 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 AU2319
 AU2319                          STATION RECOVERY (1987)
 AU2319
 AU2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AU2319'8.9 KM (5.45 MI) SW FROM HARAHAN.
 AU2319'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AU2319'3.2 KM (1.95 MI) SOUTH ALONG WILLIAMS BLVD FROM THE JUNCTION
 AU2319'WITH INTERSTATE HIGHWAY 10 TO THE JUNCTION WITH AIRLINE HIGHWAY,
 AU2319'THENCE EAST (LEFT) ON AIRLINE HIGHWAY FOR 3.2 KM (2 MI) TO THE
 AU2319'JUNCTION WITH STATE HIGHWAY 3154, THENCE SOUTH (RIGHT) ON HIGHWAY 3154
 AU2319'FOR 1.4 KM (0.9 MI) TO THE JUNCTION WITH DOCK STREET, THENCE WEST
 AU2319'(RIGHT) ON DOCK ST FOR 0.2 KM (0.1 MI) TO THE JUNCTION WITH HICKORY
 AU2319'AVE, THENCE NORTH (RIGHT) ON HICKORY AVE FOR 0.6 KM (0.35 MI) TO THE
 AU2319'JUNCTION WITH SUAVE RD, THENCE WEST (LEFT) ON SUAVE RD FOR 0.1 KM
 AU2319'(0.05 MI) TO A CROSS STREET ON EAST SIDE OF CANAL, THENCE NORTH
 AU2319'(RIGHT) FOR 0.2 KM (0.15 MI) TO END OF STREET AND STATION.  THE MARK
 AU2319'IS A JEFFERSON PARISH DISK SET IN THE TOP OF A 1-METER SQUARE CONCTETE
 AU2319'PAD ATTACHED TO A STEEL ROD WELDED TO THE DEEP WELL CASING BELOW THE
 AU2319'PAD, 32.6 METERS (107 FT) WEST OF NORTHWEST CORNER OF BRICK HOUSE AT
 AU2319'2325 GENERES DR AND 6.2 METERS (20.5 FT) NORTHEAST OF THE CANAL WALL.
 AU2319'THE MARK IS 0.66 METERS  E FROM A WITNESS POST.
 AU2319
 AU2319                          STATION RECOVERY (1988)
 AU2319
 AU2319'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU2319'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) NORTHWEST OF THE NORTH
 AU2319'END OF THE HUEY P LONG BRIDGE ALONG THE EAST END OF SONIAT CANAL.
 AU2319'OWNERSHIP--CITY OF HARAHAN.
 AU2319'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU2319'WILLIAMS BLVD GO SOUTH FOR 3.15 KM (1.95 MI) ON WILLIAMS BLVD TO ITS
 AU2319'JUNCTION WITH AIRLINE HIGHWAY.  TURN LEFT AND GO EAST FOR 3.28 KM
 AU2319'(2.05 MI) ON AIRLINE HIGHWAY TO A CROSSROAD.  TURN RIGHT AND GO
 AU2319'SOUTHEAST FOR 1.5 KM (0.95 MI) ON STATE HIGHWAY 3154 TO DOCK STREET ON
 AU2319'THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.16 KM (0.10 MI) ON DOCK
 AU2319'STREET TO A T-ROAD.  TURN RIGHT AND GO NORTHWEST FOR 0.53 KM
 AU2319'(0.35 MI) ON HICKORY AVE TO SUAVE ROAD.  TURN LEFT AND GO SOUTHWEST
 AU2319'FOR 0.1 KM (0.05 MI) ON SUAVE ROAD TO A CROSS STREET ON THE EAST SIDE
 AU2319'OF A CANAL.  TURN RIGHT AND GO NORTHWEST FOR 0.27 KM (0.15 MI) ON THE
 AU2319'STREET TO ITS END AND THE STATION BETWEEN THE END OF THE STREET AND
 AU2319'THE RAILROAD TRACKS.
 AU2319'THE STATION IS A STANDARD NGS DISK SET OFF CENTER IN A 1 METER SQUARE
 AU2319'CONCRETE PAD.  THE DISK IS ATTACHED TO A STEEL ROD THAT IS WELDED TO
 AU2319'THE DEEP WELL CASING BELOW THE PAD.  THE STATION IS 32.6 M (107.0 FT)
 AU2319'WEST FROM THE NORTHWEST CORNER OF A BRICK HOUSE, 31 M (101.7 FT)
 AU2319'SOUTHEAST FROM A METAL TRANSMISSION TOWER, 23 M (75.5 FT) NORTHWEST
 AU2319'FROM A FIRE HYDRANT IN THE CIRCLE AT THE END OF THE STREET, 6.3 M
 AU2319'(20.7 FT) WEST FROM A CANAL WALL AND 0.5 M (1.6 FT) NORTH FROM A
 AU2319'FIBERGLASS WITNESS POST.
 AU2319
 AU2319                          STATION RECOVERY (1989)
 AU2319
 AU2319'RECOVERED 1989
 AU2319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2221 ***********************************************************************
 AU2221  DESIGNATION -  JPE 15 B
 AU2221  PID         -  AU2221
 AU2221  STATE/COUNTY-  LA/JEFFERSON
 AU2221  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2221
 AU2221                         *CURRENT SURVEY CONTROL
 AU2221  ___________________________________________________________________
 AU2221* NAD 83(1992)-  29 59 25.75366(N)    090 12 55.47587(W)     ADJUSTED  
 AU2221* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 AU2221  **This station is located in a subsidence area (see below).
 AU2221  ___________________________________________________________________
 AU2221  X           -     -20,785.949 (meters)                     COMP
 AU2221  Y           -  -5,528,720.813 (meters)                     COMP
 AU2221  Z           -   3,169,446.631 (meters)                     COMP
 AU2221  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2221  ELLIP HEIGHT-         -27.64  (meters)          (03/19/02) GPS OBS
 AU2221  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU2221  DYNAMIC HT  -          -1.4   (meters)      -5.    (feet)  COMP
 AU2221  MODELED GRAV-     979,317.6   (mgal)                       NAVD 88
 AU2221  OBS GRAVITY -     979,314.7   (mgal)                       GRAV_OBS
 AU2221
 AU2221  HORZ ORDER  -  FIRST
 AU2221  VERT ORDER  -  THIRD (See Below)
 AU2221  ELLP ORDER  -  SECOND    CLASS II
 AU2221
 AU2221.The horizontal coordinates were established by GPS observations
 AU2221.and adjusted by the National Geodetic Survey in June 1999..
 AU2221
 AU2221 ** The orthometric height has not been validated since last determined
 AU2221 ** by differential leveling and should not be used for control purposes.
 AU2221 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2221 ** area with valid NAVD 88 orthometric heights.
 AU2221 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2221 ** epoch indicated which incorporates improved geoid heights for the
 AU2221 ** Southern Louisiana Subsidence area.
 AU2221 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2221.The orthometric height was scaled from a topographic map.
 AU2221.The vertical order pertains to the first NAVD 88 superseded value.
 AU2221
 AU2221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2221
 AU2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2221
 AU2221.The ellipsoidal height was determined by GPS observations
 AU2221.and is referenced to NAD 83.
 AU2221
 AU2221.The geoid height was determined by GEOID03.
 AU2221
 AU2221.The dynamic height is computed by dividing the NAVD 88
 AU2221.geopotential number by the normal gravity value computed on the
 AU2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2221.degrees latitude (g = 980.6199 gals.).
 AU2221
 AU2221.The modeled gravity was interpolated from observed gravity values.
 AU2221.The observed gravity was obtained from relative gravimeter ties
 AU2221.to the IGSN71 gravity network.
 AU2221
 AU2221;                    North         East     Units Scale Factor Converg.
 AU2221;SPC LA S     -   165,738.134 1,107,864.834   MT  0.99992576   +0 33 32.3
 AU2221;SPC LA S     -   543,759.19  3,634,719.88   sFT  0.99992576   +0 33 32.3
 AU2221;UTM  15      - 3,320,996.004   768,646.169   MT  1.00049052   +1 23 33.8
 AU2221
 AU2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2221!SPC LA S     -   1.00000434  x   0.99992576  =   0.99993010
 AU2221!UTM  15      -   1.00000434  x   1.00049052  =   1.00049486
 AU2221
 AU2221                          SUPERSEDED SURVEY CONTROL
 AU2221
 AU2221  NAVD 88 (02/14/94)   -1.415  (m)           -4.64   (f) UNKNOWN     1 2
 AU2221
 AU2221.Superseded values are not recommended for survey control.
 AU2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2221.See file dsdata.txt to determine how the superseded data were derived.
 AU2221
 AU2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6864620996(NAD 83)
 AU2221_MARKER: I = METAL ROD
 AU2221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2221_SP_SET: STAINLESS STEEL ROD
 AU2221_STAMPING: JPE 15 B
 AU2221_MARK LOGO: LA-051
 AU2221_PROJECTION: PROJECTING 10 CENTIMETERS
 AU2221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2221+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AU2221_ROD/PIPE-DEPTH: 26.8 meters
 AU2221
 AU2221  HISTORY     - Date     Condition        Report By
 AU2221  HISTORY     - 1986     MONUMENTED       LA-051
 AU2221  HISTORY     - 19941212 GOOD             NGS
 AU2221  HISTORY     - 19990413 GOOD             NGS
 AU2221
 AU2221                          STATION DESCRIPTION
 AU2221
 AU2221'DESCRIBED BY JEFFERSON PARISH LOUISIANA 1986
 AU2221'1.1 MI NW FROM METAIRIE.
 AU2221'THE STATION IS LOCATED ABOUT 1.76 KM (1.1 MI) NORTHWEST OF METAIRIE,
 AU2221'OWNERSHIP--1521 LAFRENIERE STREET, TO REACH THE STATION FROM THE
 AU2221'JUNCTION OF THE DAVID DRIVE AND AIRLINE HWY, GO NORTHWEST FOR 1.76 KM
 AU2221'(1.1 MI) ON DAVID DRIVE TO JUNCTION OF DAVID DRIVE AND LAFRENIERE
 AU2221'STREET.  3.9 METERS (12.8 FT) SOUTH FROM THE NORTH END OF THE SOUTH
 AU2221'MEDIAN ALONG DAVID DRIVE, 2.59 METERS (8.5 FT) EAST FROM THE EAST
 AU2221'CURB OF THE NORTH BOUND LANE OF DAVID DRIVE, 3.51 METERS (11.5 FT)
 AU2221'WEST FROM THE WEST CURB OF THE NORTH BOUND LANE OF DAVID DRIVE, 1.62
 AU2221'METERS (5.3 FT) SOUTH FROM THE SOUTH EDGE OF A SIDEWALK, 7.32 METERS
 AU2221'(24 FT) NORTH FROM THE EXTENDED PLANE OF THE NORTH SIDE 1521
 AU2221'LAFRANIERE STREET.
 AU2221'THE MARK IS 0.25 FT ABOVE STREET.
 AU2221
 AU2221                          STATION RECOVERY (1994)
 AU2221
 AU2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2221'IN METAIRIE, AT THE INTERSECTION OF DAVID DRIVE AND LAFREINIERE
 AU2221'STREET, 10.1 M (33.1 FT) SOUTH OF THE STREET CENTER, 7.3 M (24.0 FT)
 AU2221'WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE DRIVE, 6.4 M
 AU2221'(21.0 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE DRIVE,
 AU2221'3.9 M (12.8 FT) SOUTH OF THE NORTH END OF THE DRIVE MEDIAN, AND 0.3 M
 AU2221'(1.0 FT) ABOVE THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM
 AU2221'POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2221
 AU2221                          STATION RECOVERY (1999)
 AU2221
 AU2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AU2221'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2238 ***********************************************************************
 AU2238  DESIGNATION -  JPE 30 B
 AU2238  PID         -  AU2238
 AU2238  STATE/COUNTY-  LA/JEFFERSON
 AU2238  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2238
 AU2238                         *CURRENT SURVEY CONTROL
 AU2238  ___________________________________________________________________
 AU2238* NAD 83(1992)-  29 59 00.52758(N)    090 10 49.77015(W)     ADJUSTED  
 AU2238* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 AU2238  **This station is located in a subsidence area (see below).
 AU2238  ___________________________________________________________________
 AU2238  X           -     -17,417.753 (meters)                     COMP
 AU2238  Y           -  -5,529,120.786 (meters)                     COMP
 AU2238  Z           -   3,168,773.904 (meters)                     COMP
 AU2238  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2238  ELLIP HEIGHT-         -27.52  (meters)          (03/19/02) GPS OBS
 AU2238  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU2238  DYNAMIC HT  -          -1.3   (meters)      -4.    (feet)  COMP
 AU2238  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 AU2238  OBS GRAVITY -     979,314.7   (mgal)                       GRAV_OBS
 AU2238
 AU2238  HORZ ORDER  -  FIRST
 AU2238  VERT ORDER  -  THIRD (See Below)
 AU2238  ELLP ORDER  -  SECOND    CLASS II
 AU2238
 AU2238.The horizontal coordinates were established by GPS observations
 AU2238.and adjusted by the National Geodetic Survey in June 1999..
 AU2238
 AU2238 ** The orthometric height has not been validated since last determined
 AU2238 ** by differential leveling and should not be used for control purposes.
 AU2238 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2238 ** area with valid NAVD 88 orthometric heights.
 AU2238 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2238 ** epoch indicated which incorporates improved geoid heights for the
 AU2238 ** Southern Louisiana Subsidence area.
 AU2238 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2238.The orthometric height was scaled from a topographic map.
 AU2238.The vertical order pertains to the first NAVD 88 superseded value.
 AU2238
 AU2238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2238
 AU2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2238
 AU2238.The ellipsoidal height was determined by GPS observations
 AU2238.and is referenced to NAD 83.
 AU2238
 AU2238.The geoid height was determined by GEOID03.
 AU2238
 AU2238.The dynamic height is computed by dividing the NAVD 88
 AU2238.geopotential number by the normal gravity value computed on the
 AU2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2238.degrees latitude (g = 980.6199 gals.).
 AU2238
 AU2238.The modeled gravity was interpolated from observed gravity values.
 AU2238.The observed gravity was obtained from relative gravimeter ties
 AU2238.to the IGSN71 gravity network.
 AU2238
 AU2238;                    North         East     Units Scale Factor Converg.
 AU2238;SPC LA S     -   164,994.845 1,111,241.687   MT  0.99992579   +0 34 35.2
 AU2238;SPC LA S     -   541,320.59  3,645,798.77   sFT  0.99992579   +0 34 35.2
 AU2238;UTM  15      - 3,320,301.523   772,035.429   MT  1.00051314   +1 24 35.7
 AU2238
 AU2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2238!SPC LA S     -   1.00000432  x   0.99992579  =   0.99993011
 AU2238!UTM  15      -   1.00000432  x   1.00051314  =   1.00051746
 AU2238
 AU2238                          SUPERSEDED SURVEY CONTROL
 AU2238
 AU2238  NAVD 88 (02/14/94)   -1.301  (m)           -4.27   (f) UNKNOWN     1 2
 AU2238
 AU2238.Superseded values are not recommended for survey control.
 AU2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2238.See file dsdata.txt to determine how the superseded data were derived.
 AU2238
 AU2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7203520302(NAD 83)
 AU2238_MARKER: I = METAL ROD
 AU2238_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2238_SP_SET: STAINLESS STEEL ROD
 AU2238_STAMPING: JPE 30 B
 AU2238_MARK LOGO: LA-051
 AU2238_PROJECTION: RECESSED 10 CENTIMETERS
 AU2238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2238+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AU2238_ROD/PIPE-DEPTH: 29.3 meters
 AU2238
 AU2238  HISTORY     - Date     Condition        Report By
 AU2238  HISTORY     - 1986     MONUMENTED       LA-051
 AU2238  HISTORY     - 19941128 GOOD             NGS
 AU2238  HISTORY     - 19990413 GOOD             NGS
 AU2238
 AU2238                          STATION DESCRIPTION
 AU2238
 AU2238'DESCRIBED BY JEFFERSON PARISH LOUISIANA 1986
 AU2238'0.6 MI NW FROM METAIRIE.
 AU2238'THE STATION IS LOCATED ABOUT 0.96 KM (0.60 MI) NORTHWEST OF METAIRIE,
 AU2238'OWNERSHIP--JUNCTION OF CLEARVIEW PARKWAY AND PARK DRIVE SOUTH, TO
 AU2238'REACH THE STATION FROM THE JUNCTION OF CLEARVIEW PARKWAY AND AIRLINE
 AU2238'HWY, GO NORTHWEST FOR 0.96 KM (0.60 MI) ON CLEARVIEW PARKWAY TO THE
 AU2238'JUNCTION OF SAID PARKWAY AND PARK DRIVE SOUTH, AND THE MARK SET IN
 AU2238'THE SOUTHWEST ANGLE OF THE INTERSECTION.  3.6 METERS (12 FT) WEST
 AU2238'FROM THE WEST CURB OF THE SOUTH BOUND LANE OF CLEARVIEW PARKWAY, 4.20
 AU2238'METERS (14 FT) SOUTH FROM THE SOUTH CURB OF PARK DRIVE SOUTH, 1.05
 AU2238'METERS (3.5 FT) WEST FROM THE WEST EDGE OF THE SIDEWALK, 0.3 METERS
 AU2238'(1 FT) NORTH FROM THE NORTH EDGE OF THE SIDEWALK, 2.4 METERS (8 FT)
 AU2238'WEST FROM A LINE OF POWER POLES WITH LIGHTS, 4.35 METERS (14.5 FT)
 AU2238'NORTHEAST FROM THE SHELL GAS STATION SIGN, 32.10 METERS (107 FT)
 AU2238'NORTHEAST FROM THE NORTHEAST CORNER OF THE GAS FOOD MART.  THE
 AU2238'STATION WAS USED TO OBSERVE GRAVITY BY THE UNIVERSITY OF NEW ORLEANS
 AU2238'IN SPRING OF 1986.
 AU2238'THE MARK IS 0.5 FT ABOVE PARKWAY.
 AU2238
 AU2238                          STATION RECOVERY (1994)
 AU2238
 AU2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2238'IN METAIRIE, AT THE INTERSECTION OF STATE HIGHWAY 3152 (CLEARVIEW
 AU2238'PARKWAY) AND PARK DRIVE SOUTH, 4.3 M (14.1 FT) SOUTHEAST OF THE SOUTH
 AU2238'CURB OF THE DRIVE, 3.2 M (10.5 FT) SOUTHWEST OF THE WEST CURB OF THE
 AU2238'SOUTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF THE
 AU2238'NORTHWEST EDGE OF A CONCRETE SIDEWALK, AND 0.1 M (0.3 FT) BELOW THE
 AU2238'LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AU2238'5-INCH LOGO CAP.
 AU2238
 AU2238                          STATION RECOVERY (1999)
 AU2238
 AU2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AU2238'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2236 ***********************************************************************
 AU2236  DESIGNATION -  JPE 32 B
 AU2236  PID         -  AU2236
 AU2236  STATE/COUNTY-  LA/JEFFERSON
 AU2236  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2236
 AU2236                         *CURRENT SURVEY CONTROL
 AU2236  ___________________________________________________________________
 AU2236* NAD 83(1992)-  29 59 36.96020(N)    090 10 52.90842(W)     ADJUSTED  
 AU2236* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 AU2236  **This station is located in a subsidence area (see below).
 AU2236  ___________________________________________________________________
 AU2236  X           -     -17,500.103 (meters)                     COMP
 AU2236  Y           -  -5,528,559.798 (meters)                     COMP
 AU2236  Z           -   3,169,745.557 (meters)                     COMP
 AU2236  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2236  ELLIP HEIGHT-         -27.52  (meters)          (09/30/02) GPS OBS
 AU2236  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU2236  DYNAMIC HT  -          -1.2   (meters)      -4.    (feet)  COMP
 AU2236  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 AU2236  OBS GRAVITY -     979,315.1   (mgal)                       GRAV_OBS
 AU2236
 AU2236  HORZ ORDER  -  FIRST
 AU2236  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2236  ELLP ORDER  -  FOURTH    CLASS II
 AU2236
 AU2236.The horizontal coordinates were established by GPS observations
 AU2236.and adjusted by the National Geodetic Survey in January 1993..
 AU2236
 AU2236 ** The orthometric height has not been validated since last determined
 AU2236 ** by differential leveling and should not be used for control purposes.
 AU2236 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2236 ** area with valid NAVD 88 orthometric heights.
 AU2236 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2236 ** epoch indicated which incorporates improved geoid heights for the
 AU2236 ** Southern Louisiana Subsidence area.
 AU2236 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2236.The orthometric height was scaled from a topographic map.
 AU2236.The vertical order pertains to the first NAVD 88 superseded value.
 AU2236
 AU2236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2236
 AU2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2236
 AU2236.The ellipsoidal height was determined by GPS observations
 AU2236.and is referenced to NAD 83.
 AU2236
 AU2236.The geoid height was determined by GEOID03.
 AU2236
 AU2236.The dynamic height is computed by dividing the NAVD 88
 AU2236.geopotential number by the normal gravity value computed on the
 AU2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2236.degrees latitude (g = 980.6199 gals.).
 AU2236
 AU2236.The modeled gravity was interpolated from observed gravity values.
 AU2236.The observed gravity was obtained from relative gravimeter ties
 AU2236.to the IGSN71 gravity network.
 AU2236
 AU2236;                    North         East     Units Scale Factor Converg.
 AU2236;SPC LA S     -   166,115.703 1,111,146.295   MT  0.99992575   +0 34 33.6
 AU2236;SPC LA S     -   544,997.94  3,645,485.80   sFT  0.99992575   +0 34 33.6
 AU2236;UTM  15      - 3,321,421.532   771,923.673   MT  1.00051238   +1 24 35.7
 AU2236
 AU2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2236!SPC LA S     -   1.00000432  x   0.99992575  =   0.99993007
 AU2236!UTM  15      -   1.00000432  x   1.00051238  =   1.00051670
 AU2236
 AU2236                          SUPERSEDED SURVEY CONTROL
 AU2236
 AU2236  ELLIP H (01/21/93)  -27.48   (m)                       GP(       ) 4 2
 AU2236  NAD 83(1986)-  29 59 36.97750(N)    090 10 52.90555(W) AD(       ) 1
 AU2236  NAD 27      -  29 59 36.24647(N)    090 10 52.63643(W) AD(       ) 1
 AU2236  NAVD 88 (02/14/94)   -1.208  (m)           -3.96   (f) UNKNOWN     1 2
 AU2236  NGVD 29 (05/20/88)   -1.2    (m)           -4.     (f) GPS OBS        
 AU2236
 AU2236.Superseded values are not recommended for survey control.
 AU2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2236.See file dsdata.txt to determine how the superseded data were derived.
 AU2236
 AU2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7192421422(NAD 83)
 AU2236_MARKER: I = METAL ROD
 AU2236_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2236_SP_SET: STAINLESS STEEL ROD
 AU2236_STAMPING: JPE 32 B
 AU2236_MARK LOGO: LA-051
 AU2236_PROJECTION: PROJECTING 5 CENTIMETERS
 AU2236_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2236+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 AU2236_ROD/PIPE-DEPTH: 25.6 meters
 AU2236
 AU2236  HISTORY     - Date     Condition        Report By
 AU2236  HISTORY     - 1986     MONUMENTED       LADTD
 AU2236  HISTORY     - 1986     GOOD             LA-051
 AU2236  HISTORY     - 19870702 GOOD
 AU2236  HISTORY     - 19941128 GOOD             NGS
 AU2236
 AU2236                          STATION DESCRIPTION
 AU2236
 AU2236'DESCRIBED BY LA TRANSP AND DEV 1986 (TLH)
 AU2236'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 AU2236'SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND CLEARVIEW
 AU2236'PARKWAY AT A SMALL PUMP STATION BUILDING.
 AU2236'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICT. C/O BILL MIDDLETON,
 AU2236'DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA  70123
 AU2236'PHONE 504-733-0087.
 AU2236'
 AU2236'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU2236'CLEARVIEW PARKWAY, GO SOUTH FOR 0.64 KM (0.4 MI) ON CLEARVIEW
 AU2236'PARKWAY TO A CROSS STREET.
 AU2236'TURN LEFT AND GO EAST FOR   KM (  MI) ON
 AU2236'TURN LEFT AND GO EAST ON NAPOLEON AVENUE, CROSSING THE NORTH BOUND
 AU2236'LANES, THEN TURN RIGHT ON THE DIRT ACROSS THE CANAL FOR 30 METERS
 AU2236'(100 FT) TO A BUILDING AND THE STATION.
 AU2236'
 AU2236'THE STATION IS A JEFFERSON PARISH DISK STAMPED---JPE 32 B---
 AU2236'ATTACHED TO A STEEL ROD ENCASED IN A LOGO CAP THAT IS FLUSH WITH
 AU2236'THE GROUND.
 AU2236'8.5 METERS (27.9 FT) SOUTH FROM THE CENTER OF A DIRT LANE, 6.5
 AU2236'METERS (21.3 FT) EAST FROM THE CURB OF CLEARVIEW PARKWAY, 2.7
 AU2236'METERS (8.9 FT) NORTH FROM THE NORTHWEST CORNER OF A BUILDING, 0.4
 AU2236'METERS (1.3 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A
 AU2236'CONCRETE PLATFORM AND 0.4 METERS (1.3 FT) NORTH FROM A FIBERGLASS
 AU2236'WITNESS POST.
 AU2236
 AU2236                          STATION RECOVERY (1986)
 AU2236
 AU2236'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1986
 AU2236'1.4 MI NE FROM METAIRIE.
 AU2236'THE STATION IS LOCATED ABOUT 2.24 KM (1.4 MI) NORTHEAST OF METAIRIE,
 AU2236'OWNERSHIP--JEFFERSON PARISH PUMPING STATION FOR CANAL NUMBER 4, TO
 AU2236'REACH THE STATION FROM THE JUNCTION OF AIRLINE HWY AND CLEARVIEW
 AU2236'PARKWAY, GO NORTHWEST FOR 2.24 KM (1.4 MI) ON CLEARVIEW PARKWAY TO
 AU2236'CANAL NUMBER FOUR.  4.35 METERS (14.5 FT) EAST FROM THE EAST EGDE OF
 AU2236'THE SIDEWALK, 6.75 METERS (22.5 FT) EAST FROM THE EAST CURB OF THE
 AU2236'NORTH BOUND LANE OF CLEARVIEW PARKWAY, 5.70 METERS (19 FT) SOUTHEAST
 AU2236'FROM A POWER POLE WITH A LIGTH, 28.8 METERS (96 FT) SOUTH FROM THE
 AU2236'CENTER OF CANAL NUMBER FOUR.  THE STATION WAS USED TO OBSERVE GRAVITY
 AU2236'BY UNVERSITY OF NEW ORLEANS IN SPRING OF 1986.
 AU2236'THE MARK IS 0.5 FT ABOVE SIDEWALK.
 AU2236
 AU2236                          STATION RECOVERY (1987)
 AU2236
 AU2236'RECOVERED 1987
 AU2236'RECOVERED IN GOOD CONDITION.
 AU2236
 AU2236                          STATION RECOVERY (1994)
 AU2236
 AU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2236'IN METAIRIE, AT THE INTERSECTION OF STATE HIGHWAY 3152 (CLEARVIEW
 AU2236'PARKWAY) AND WEST NAPOLEON AVENUE, 11.0 M (36.1 FT) SOUTH OF THE
 AU2236'CENTER OF THE EASTBOUND LANES OF THE AVENUE, 6.4 M (21.0 FT)
 AU2236'EAST-NORTHEAST OF THE EAST CURB OF THE NORTHBOUND LANES OF THE
 AU2236'HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 20-FOOT
 AU2236'SQUARE CONCRETE PAD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AU2236'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AU2236'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2257 ***********************************************************************
 AU2257  DESIGNATION -  JPW 70 B
 AU2257  PID         -  AU2257
 AU2257  STATE/COUNTY-  LA/JEFFERSON
 AU2257  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2257
 AU2257                         *CURRENT SURVEY CONTROL
 AU2257  ___________________________________________________________________
 AU2257* NAD 83(1992)-  29 53 52.23196(N)    090 02 37.02572(W)     ADJUSTED  
 AU2257* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2257  **This station is located in a subsidence area (see below).
 AU2257  ___________________________________________________________________
 AU2257  X           -      -4,212.850 (meters)                     COMP
 AU2257  Y           -  -5,533,886.880 (meters)                     COMP
 AU2257  Z           -   3,160,549.104 (meters)                     COMP
 AU2257  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2257  ELLIP HEIGHT-         -24.90  (meters)          (09/30/02) GPS OBS
 AU2257  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU2257  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AU2257  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 AU2257  OBS GRAVITY -     979,307.7   (mgal)                       GRAV_OBS
 AU2257
 AU2257  HORZ ORDER  -  FIRST
 AU2257  ELLP ORDER  -  FOURTH    CLASS II
 AU2257
 AU2257.The horizontal coordinates were established by GPS observations
 AU2257.and adjusted by the National Geodetic Survey in January 1993..
 AU2257
 AU2257 ** The orthometric height has not been validated since last determined
 AU2257 ** by differential leveling and should not be used for control purposes.
 AU2257 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2257 ** area with valid NAVD 88 orthometric heights.
 AU2257 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2257 ** epoch indicated which incorporates improved geoid heights for the
 AU2257 ** Southern Louisiana Subsidence area.
 AU2257 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2257.The orthometric height was scaled from a topographic map.
 AU2257
 AU2257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2257
 AU2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2257
 AU2257.The ellipsoidal height was determined by GPS observations
 AU2257.and is referenced to NAD 83.
 AU2257
 AU2257.The geoid height was determined by GEOID03.
 AU2257
 AU2257.The dynamic height is computed by dividing the NAVD 88
 AU2257.geopotential number by the normal gravity value computed on the
 AU2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2257.degrees latitude (g = 980.6199 gals.).
 AU2257
 AU2257.The modeled gravity was interpolated from observed gravity values.
 AU2257.The observed gravity was obtained from relative gravimeter ties
 AU2257.to the IGSN71 gravity network.
 AU2257
 AU2257;                    North         East     Units Scale Factor Converg.
 AU2257;SPC LA S     -   155,643.849 1,124,555.388   MT  0.99992735   +0 38 41.5
 AU2257;SPC LA S     -   510,641.53  3,689,478.80   sFT  0.99992735   +0 38 41.5
 AU2257;UTM  15      - 3,311,138.959   785,491.962   MT  1.00060574   +1 28 28.6
 AU2257;UTM  16      - 3,311,359.131   206,079.823   MT  1.00066601   -1 31 05.5
 AU2257
 AU2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2257!SPC LA S     -   1.00000391  x   0.99992735  =   0.99993126
 AU2257!UTM  15      -   1.00000391  x   1.00060574  =   1.00060965
 AU2257!UTM  16      -   1.00000391  x   1.00066601  =   1.00066992
 AU2257
 AU2257                          SUPERSEDED SURVEY CONTROL
 AU2257
 AU2257  ELLIP H (01/21/93)  -24.89   (m)                       GP(       ) 4 2
 AU2257  NAD 83(1986)-  29 53 52.24861(N)    090 02 37.02453(W) AD(       ) 1
 AU2257  NAD 27      -  29 53 51.50791(N)    090 02 36.77007(W) AD(       ) 1
 AU2257  NGVD 29 (05/20/88)    1.3    (m)            4.     (f) GPS OBS        
 AU2257
 AU2257.Superseded values are not recommended for survey control.
 AU2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2257.See file dsdata.txt to determine how the superseded data were derived.
 AU2257
 AU2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8549211139(NAD 83)
 AU2257_MARKER: DB = BENCH MARK DISK
 AU2257_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU2257_SP_SET: ABUTMENT
 AU2257_STAMPING: JPW 70 B
 AU2257_MARK LOGO: LA-051
 AU2257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2257+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 AU2257
 AU2257  HISTORY     - Date     Condition        Report By
 AU2257  HISTORY     - 1986     MONUMENTED       LADTD
 AU2257  HISTORY     - 1986     GOOD             LA-051
 AU2257  HISTORY     - 19870625 GOOD
 AU2257  HISTORY     - 19870630 GOOD
 AU2257  HISTORY     - 19941128 GOOD             NGS
 AU2257  HISTORY     - 20060427 MARK NOT FOUND   NGS
 AU2257
 AU2257                          STATION DESCRIPTION
 AU2257
 AU2257'DESCRIBED BY LA TRANSP AND DEV 1986 (UNK)
 AU2257'THE STATION IS LOCATED AT THE EAST BOUNDRY OF GRETNA, AT THE
 AU2257'JUNCTION OF STATE HIGHWAY 23 AND VERRET CANAL IN THE BRIDGE
 AU2257'ABUTMENT ONER THE CANAL.
 AU2257'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU2257'
 AU2257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 AU2257'AND STATE HIGHWAY 23 IN GRETNA, GO SOUTHEAST FOR
 AU2257'1.79 KM (1.1 MI) ON HIGHWAY 23 TO THE SOUTHEAST END OF THE BRIDGE
 AU2257'OVER THE VERRET CANAL AND THE STATION ON THE RIGHT IN THE BRIDGE
 AU2257'ABUTMENT.
 AU2257'
 AU2257'THE STATION IS A STANDARD JEFFERSON PARISH DISK STAMPED---JPW 70 B---
 AU2257'SET IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 AU2257'2.0 METERS (0.7 FT) NORTHWEST FROM THE SOUTHEAST END OF THE
 AU2257'BANNISTER OF THE BRIDGE.
 AU2257
 AU2257                          STATION RECOVERY (1986)
 AU2257
 AU2257'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1986
 AU2257'IN GRETNA.
 AU2257'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF THE CITY
 AU2257'HALL IN GRETNA, OWNERSHIP--THE BRIDGE ACROSS VERRET CANAL, TO REACH
 AU2257'THE STATION FROM THE JUNCTION OF THE FRONTAGE ROAD OF THE WEST BANK
 AU2257'EXPRESSWAY AND BELLE CHASSE HWY (LA HWY 23), GO SOUTHEAST FOR 1.52 KM
 AU2257'(0.95 MI) ON THE SAID HWY TO THE MARK SET ON TOP OF THE SOUTHWEST
 AU2257'BRIDGE ABUTTMENT OF THE BRIDGE ACROSS VERRET CANAL.  THE STATION IS A
 AU2257'STANDARD JPDPU DISK STAMPED JPW-70-B, SET INTO THE BRIDGE ABUTTMENT,
 AU2257'0.5 METERS (1.64 FT) EAST FROM THE BRIDGE FENCE.  THE STATION WAS
 AU2257'USED TO OBSERVE GRAVITY BY THE UNIVERSITY OF NEW ORLEANS IN SPRING OF
 AU2257'1986.
 AU2257
 AU2257                          STATION RECOVERY (1987)
 AU2257
 AU2257'RECOVERED 1987
 AU2257'RECOVERED IN GOOD CONDITION.
 AU2257
 AU2257                          STATION RECOVERY (1987)
 AU2257
 AU2257'RECOVERED 1987
 AU2257'RECOVERED IN GOOD CONDITION.
 AU2257
 AU2257                          STATION RECOVERY (1994)
 AU2257
 AU2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2257'IN TERRYTOWN, AT THE INTERSECTION OF BELLE CHASE HIGHWAY AND WHITNEY
 AU2257'AVENUE, IN TOP OF AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE
 AU2257'SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING VERRET
 AU2257'CANAL, 7.2 M (23.6 FT) WEST OF THE EXTENDED CENTERLINE OF THE AVENUE,
 AU2257'4.5 M (14.8 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 AU2257'LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AU2257'HIGHWAY.
 AU2257
 AU2257                          STATION RECOVERY (2006)
 AU2257
 AU2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU2257'NOT RECOVERED.  NOTE--NEW CONSTRUCTIONWHERE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3046 ***********************************************************************
 BK3046  DESIGNATION -  JUANITA
 BK3046  PID         -  BK3046
 BK3046  STATE/COUNTY-  LA/BEAUREGARD
 BK3046  USGS QUAD   -  KERNAN (1986)
 BK3046
 BK3046                         *CURRENT SURVEY CONTROL
 BK3046  ___________________________________________________________________
 BK3046* NAD 83(1992)-  30 36 22.34815(N)    093 19 17.17110(W)     ADJUSTED  
 BK3046* NAVD 88     -        43.1    (meters)     141.     (feet)  VERTCON   
 BK3046  ___________________________________________________________________
 BK3046  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BK3046  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3046
 BK3046  HORZ ORDER  -  FIRST
 BK3046
 BK3046.The horizontal coordinates were established by classical geodetic methods
 BK3046.and adjusted by the National Geodetic Survey in January 1993..
 BK3046
 BK3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3046
 BK3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3046
 BK3046.The geoid height was determined by GEOID03.
 BK3046
 BK3046;                    North         East     Units Scale Factor Converg.
 BK3046;SPC LA S     -   235,119.185   809,365.034   MT  0.99998139   -0 59 38.7
 BK3046;SPC LA S     -   771,386.86  2,655,391.78   sFT  0.99998139   -0 59 38.7
 BK3046;UTM  15      - 3,386,005.202   469,188.279   MT  0.99961171   -0 09 49.2
 BK3046
 BK3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3046!SPC LA S     -   0.99999751  x   0.99998139  =   0.99997890
 BK3046!UTM  15      -   0.99999751  x   0.99961171  =   0.99960922
 BK3046
 BK3046|---------------------------------------------------------------------|
 BK3046| PID    Reference Object                     Distance      Geod. Az  |
 BK3046|                                                           dddmmss.s |
 BK3046| CV7813 JUANITA RM 1                         42.617 METERS 05135     |
 BK3046| CV7815 JUANITA RM 4                         14.044 METERS 05628     |
 BK3046| BK3038 LONGVILLE TRUNKLINE MICROWAVE       APPROX. 8.9 KM 0953129.5 |
 BK3046| BK3184 GORDON LOOKOUT TOWER                APPROX.14.1 KM 1855335.9 |
 BK3046| CV8515 TT 4 N                                             2721247.9 |
 BK3046| CV8516 TT 4 N RESET                                       2732955.6 |
 BK3046| CV7814 JUANITA RM 3                         15.398 METERS 30246     |
 BK3046| BK3045 D 3907                               48.376 METERS 30622     |
 BK3046|---------------------------------------------------------------------|
 BK3046
 BK3046                          SUPERSEDED SURVEY CONTROL
 BK3046
 BK3046  NAD 83(1986)-  30 36 22.36770(N)    093 19 17.16311(W) AD(       ) 1
 BK3046  NAD 27      -  30 36 21.65956(N)    093 19 16.57492(W) AD(       ) 1
 BK3046  NGVD 29 (07/19/86)   43.1    (m)          141.     (f) VERT ANG       
 BK3046
 BK3046.Superseded values are not recommended for survey control.
 BK3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3046.See file dsdata.txt to determine how the superseded data were derived.
 BK3046
 BK3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6918886005(NAD 83)
 BK3046_MARKER: DS = TRIANGULATION STATION DISK
 BK3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3046
 BK3046  HISTORY     - Date     Condition        Report By
 BK3046  HISTORY     - 1941     MONUMENTED       CGS
 BK3046  HISTORY     - 1959     GOOD             CGS
 BK3046  HISTORY     - 1974     GOOD             NGS
 BK3046
 BK3046                          STATION DESCRIPTION
 BK3046
 BK3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3046'STATION IS ABOUT 5-1/4 MILES W OF LONGVILLE, IN THE N SIDE
 BK3046'OF SECTION 30, T 5 S, R 9 W, ON CUT-OFF TIMBERED LAND.  IT
 BK3046'IS ON A SMALL RISE 66 FEET S OF THE CENTER LINE OF A GRAVEL
 BK3046'ROAD AND 5 FEET NNW OF REFERENCE POST.  IT IS STAMPED JAUNITA
 BK3046'1941 AND PROJECTS 3 INCHES.
 BK3046'
 BK3046'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD
 BK3046'BRONZE DISKS SET IN CONCRETE.
 BK3046'
 BK3046'REFERENCE MARK NO. 1 IS NE OF THE STATION, 24 FEET N OF
 BK3046'THE CENTER LINE OF THE ROAD.  IT IS STAMPED JAUNITA NO. 1
 BK3046'1941, AND PROJECTS 3 INCHES.
 BK3046'
 BK3046'STATE SURVEY STATION D 3907 IS USED FOR A REFERENCE MARK.
 BK3046'IT IS WNW OF THE STATION, 26 FEET N OF THE CENTER LINE OF
 BK3046'THE ROAD.  IT IS A STANDARD LOUISIANA GEODETIC SURVEY DISK
 BK3046'SET IN AN 8-INCH SQUARE CONCRETE POST.  IT IS STAMPED D 3907
 BK3046'AND PROJECTS 6 INCHES.
 BK3046'
 BK3046'TT4N (U.S.G.S.) IS USED FOR THE AZIMUTH MARK AND IS 0.5 MILE
 BK3046'W OF THE STATION, 20 FEET S OF THE CENTER LINE OF E-W ROAD,
 BK3046'23 FEET E OF THE CENTER LINE OF N-S T-ROAD AND 2-1/2 FEET
 BK3046'N OF REFERENCE POST.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 BK3046'DISK SET IN AN 8-INCH SQUARE CONCRETE POST.  IT IS STAMPED
 BK3046'TT4N 1934 AND PROJECTS 6 INCHES.
 BK3046'
 BK3046'TO REACH FROM LONGVILLE, GO S ON U.S. HIGHWAY 171 FOR 0.25
 BK3046'MILE AND TURN RIGHT, E OFF THE HIGHWAY, ON A GRADED GRAVEL
 BK3046'ROAD, GO 5.55 MILES TO THE STATION ON THE N SIDE OF THE ROAD.
 BK3046'
 BK3046'A 90-FOOT TOWER TO CARSON IS VISIBLE AT 55 FEET.
 BK3046'
 BK3046'A 103-FOOT TOWER AT MARTIN, IS VISIBLE AT 60 FEET.
 BK3046'
 BK3046'A 103-FOOT TOWER AT D 3940 IS VISIBLE AT 45 FEET.
 BK3046'
 BK3046'A 103-FOOT TOWER AT E 3979 IS VISIBLE AT 35 FEET.
 BK3046'
 BK3046'A 90-FOOT TOWER AT GORDON IS VISIBLE AT 20 FEET.
 BK3046'
 BK3046'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BK3046
 BK3046                          STATION RECOVERY (1959)
 BK3046
 BK3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK3046'THE STATION WAS VISITED 6-17-59 AND THE STATION MARK AND
 BK3046'TT 4 N (USGS) USED AS THE AZIMUTH MARK WERE FOUND IN GOOD
 BK3046'CONDITION.  REFERENCE MARK NO. 1, D 3906 (LA.GEOD.S.) AND
 BK3046'D 3407 (LA.GEOD.S.) WERE FOUND DESTROYED.  REFERENCE MARKS
 BK3046'NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.  TT 4 N (USGS)
 BK3046'WAS REST AT THE REQUEST OF THE LOUISIANA STATE HIGHWAY
 BK3046'DEPARTMENT.  A NEW DESCRIPTION FOLLOWS--
 BK3046'
 BK3046'THE STATION IS LOCATED ABOUT 5.24 MILES WEST OF LONGVILLE,
 BK3046'AND 8.5 MILES NORTHWEST OF RAGLEY, ON THE NORTH SIDE OF THE
 BK3046'NE 1/4 OF SEC. 30, T 5 S, R 9 W., AT THE NORTH EDGE OF AN
 BK3046'OPEN PASTURE, ON THE TOP OF A SMALL KNOLL, 0.5 MILE EAST
 BK3046'OF MR. RUNDLE HOUSE, ON PROPERTY OWNED BY MR. RUNDLE AND
 BK3046'0.5 MILE WEST OF A SMALL HOUSE WITH BROWN IMITATION BRICK
 BK3046'SIDING SOUTH OF THE ROAD.  IT IS 66 FEET SOUTH OF THE
 BK3046'CENTERLINE OF STATE HIGHWAY 110, 134 FEET WEST-SOUTHWEST OF THE
 BK3046'SOUTH END OF A CULVERT UNDER THE HIGHWAY, 13 FEET WEST OF
 BK3046'A 10-INCH PINE TREE, 54 FEET SOUTHEAST OF A POWER POLE, 26
 BK3046'FEET SOUTH OF A FENCE LINE, AND 1 FOOT SOUTH OF A METAL
 BK3046'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 BK3046'DISK, STAMPED JUANITA 1941, PROJECTING 1 INCH.
 BK3046'
 BK3046'REFERENCE MARK NO. 3 IS 50.52 FEET NORTHWEST OF THE STATION,
 BK3046'42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.5 FEET
 BK3046'EAST OF A POWER POLE, AND 10 FEET NORTH OF AN 8-INCH PINE
 BK3046'TREE.  IT IS A STANDARD DISK, STAMPED JUANITA NO 3 1941,
 BK3046'PROJECTING 6 INCHES.
 BK3046'
 BK3046'REFERENCE MARK NO. 4 IS 40.06 FEET NORTHEAST OF THE STATION,
 BK3046'42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH
 BK3046'OF A FENCE LINE, AND 93 FEET WEST OF THE SOUTH END OF A
 BK3046'CULVERT UNDER THE HIGHWAY.  IT IS A STANDARD DISK, STAMPED
 BK3046'JUANITA NO 4, 1941, PROJECTING 6 INCHES.
 BK3046'
 BK3046'TT 4 N RESET 1959 (USGS) USED AS THE AZIMUTH MARK FOR THE
 BK3046'STATION IS 0.5 MILE WEST OF THE STATION IN THE NORTHEAST
 BK3046'ANGLE OF A CROSSROAD, 42 FEET NORTH OF THE CENTERLINE OF
 BK3046'THE HIGHWAY, 21 FEET EAST OF THE CENTER OF THE DRIVEWAY TO MR.
 BK3046'RUNDLES HOUSE, 1 FOOT WEST OF A FENCE LINE, 1 FOOT NORTH OF A
 BK3046'FENCE CORNER, 50.5 FEET WEST OF THE PROJECTED PLANE OF THE WEST
 BK3046'WALL OF THE MAIN PART OF MR. RUNDLES HOUSE AND 1 FOOT NORTH
 BK3046'OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A
 BK3046'STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED TT 4 N RESET
 BK3046'1959, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST,
 BK3046'PROJECTING 6 INCHES.
 BK3046'
 BK3046'TO REACH THE STATION FROM THE POST OFFICE IN LONGVILLE, GO
 BK3046'SOUTH ON U.S. HIGHWAY 171 FOT 0.2 MILE TO A SIDE ROAD RIGHT,
 BK3046'TURN RIGHT AND GO WEST ON STATE HIGHWAY 110 FOR 5.3 MILES
 BK3046'TO THE MARK ON THE LEFT.  CONTINUE WEST FOR 0.5 MILE TO A
 BK3046'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT.
 BK3046
 BK3046                          STATION RECOVERY (1974)
 BK3046
 BK3046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3046'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN
 BK3046'THE 1959 DESCRIPTION.  THE OLD DESCRIPTION IS COMPLETE AND
 BK3046'ADEQUATE.
 BK3046'
 BK3046'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BK3046'
 BK3046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 BK3046'WEST OF LONGVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2800 ***********************************************************************
 AU2800  DESIGNATION -  JUDY
 AU2800  PID         -  AU2800
 AU2800  STATE/COUNTY-  LA/JEFFERSON
 AU2800  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2800
 AU2800                         *CURRENT SURVEY CONTROL
 AU2800  ___________________________________________________________________
 AU2800* NAD 83(1992)-  29 53 38.02201(N)    090 07 39.69720(W)     ADJUSTED  
 AU2800* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AU2800  **This station is located in a subsidence area (see below).
 AU2800  ___________________________________________________________________
 AU2800  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2800  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU2800
 AU2800  HORZ ORDER  -  SECOND
 AU2800
 AU2800.The horizontal coordinates were established by classical geodetic methods
 AU2800.and adjusted by the National Geodetic Survey in January 1993..
 AU2800
 AU2800 ** The orthometric height has not been validated since last determined
 AU2800 ** by differential leveling and should not be used for control purposes.
 AU2800 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2800 ** area with valid NAVD 88 orthometric heights.
 AU2800 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2800 ** epoch indicated which incorporates improved geoid heights for the
 AU2800 ** Southern Louisiana Subsidence area.
 AU2800 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2800
 AU2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2800
 AU2800.The geoid height was determined by GEOID03.
 AU2800
 AU2800;                    North         East     Units Scale Factor Converg.
 AU2800;SPC LA S     -   155,117.944 1,116,440.644   MT  0.99992748   +0 36 10.2
 AU2800;SPC LA S     -   508,916.12  3,662,855.68   sFT  0.99992748   +0 36 10.2
 AU2800;UTM  15      - 3,310,495.188   777,380.413   MT  1.00054939   +1 25 56.9
 AU2800
 AU2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2800!SPC LA S     -   1.00000389  x   0.99992748  =   0.99993137
 AU2800!UTM  15      -   1.00000389  x   1.00054939  =   1.00055328
 AU2800
 AU2800|---------------------------------------------------------------------|
 AU2800| PID    Reference Object                     Distance      Geod. Az  |
 AU2800|                                                           dddmmss.s |
 AU2800| AU2799 JUDY LDH 1972 RM 1                    5.324 METERS 05119     |
 AU2800| AU2692 GRETNA TV STA WWL MAST              APPROX. 8.6 KM 0804016.5 |
 AU2800| DD7275 JUDY AZ MK                                         2872846.4 |
 AU2800| DD7276 JUDY RM 2                            13.550 METERS 30703     |
 AU2800|---------------------------------------------------------------------|
 AU2800
 AU2800                          SUPERSEDED SURVEY CONTROL
 AU2800
 AU2800  NAD 83(1986)-  29 53 38.03741(N)    090 07 39.69720(W) AD(       ) 2
 AU2800  NAD 27      -  29 53 37.29683(N)    090 07 39.43226(W) AD(       ) 2
 AU2800  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 AU2800
 AU2800.Superseded values are not recommended for survey control.
 AU2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2800.See file dsdata.txt to determine how the superseded data were derived.
 AU2800
 AU2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7738010495(NAD 83)
 AU2800_MARKER: DD = SURVEY DISK
 AU2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2800
 AU2800  HISTORY     - Date     Condition        Report By
 AU2800  HISTORY     - 1972     MONUMENTED       LADH
 AU2800
 AU2800                          STATION DESCRIPTION
 AU2800
 AU2800'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2800'THE STATION IS LOCATED 4 MILES WEST OF GRETNA, 4 MILES SOUTHWEST OF
 AU2800'DOWNTOWN NEW ORLEANS AND 9 MILES NORTH-NORTHWEST OF CROWN POINT, IN
 AU2800'THE NORTHEAST QUARTER OF SECTION 8, T14S, R23E, AND ON THE PROPERTY
 AU2800'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2800'
 AU2800'TO REACH THE STATION FROM THE JUNCTION AT VICTORY DRIVE AND WEST BANK
 AU2800'EXPRESSWAY IN WESTWEGO, DRIVE EAST ALONG THE WEST BANK EXPRESSWAY
 AU2800'FOR 0.37 MILE.  THE STATION IS SET ON THE LEFT AND NORTH OF THE EAST
 AU2800'BOUND LANE IN THE MEDIAN OF THE EXPRESSWAY NEAR TWO LIGHT STANDARDS.
 AU2800'
 AU2800'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG THE WEST
 AU2800'BANK EXPRESSWAY FOR 0.37 MILE.  THE MARK IS SET ON THE LEFT AND
 AU2800'SOUTH OF THE WEST BOUND LANE OF THE EXPRESSWAY IN THE MEDIAN NEAR A
 AU2800'TRAFFIC LIGHT AND TWO LIGHT STANDARDS (VICTORY DRIVE).
 AU2800'
 AU2800'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2800'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2800'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER BOX 12 INCHES BELOW
 AU2800'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 AU2800'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 AU2800'SURFACE.  THEY ARE STAMPED JUDY 1972.  THE MARK IS 38 FEET SOUTH OF
 AU2800'THE WEST BOUND LANE ON THE WEST BANK EXPRESSWAY, 26 FEET NORTH OF
 AU2800'THE EAST BOUND LANE ON THE WEST BANK EXPRESSWAY, 17 FEET
 AU2800'SOUTH-SOUTHEAST OF LIGHT STANDARD NO. 534, 10 FEET EAST OF LIGHT
 AU2800'STANDARD NO. 535, AND 8.5 FEET EAST OF METAL WITNESS POST AND SIGN.
 AU2800'
 AU2800'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2800'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2800'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2800'STAMPED JUDY R.M. 1 1972.  IT IS 40 FEET NORTH OF THE CENTER OF
 AU2800'THE EAST BOUND LANE ON THE WEST BANK EXPRESSWAY, 25 FEET NORTHEAST
 AU2800'OF LIGHT STANDARD NO. 535, 24 FEET SOUTH OF THE CENTER OF THE
 AU2800'WEST BOUND LANE ON THE WEST BANK EXPRESSWAY, AND 20 FEET EAST OF
 AU2800'LIGHT STANDARD NO. 534.
 AU2800'
 AU2800'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2800'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2800'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2800'STAMPED JUDY R.M. 2 1972.  IT IS 41 FEET NORTH OF THE CENTER OF
 AU2800'THE EAST BOUND LANE ON THE WEST BANK EXPRESSWAY, 37 FEET NORTHWEST
 AU2800'OF LIGHT STANDARD NO. 535, 31 FEET WEST-NORTHWEST OF LIGHT
 AU2800'STANDARD NO.  534, AND 23 FEET SOUTH OF THE CENTER OF THE WEST BOUND
 AU2800'LANE ON THE WEST BANK EXPRESSWAY.
 AU2800'
 AU2800'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2800'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2800'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2800'STAMPED JUDY AZ. MK. 1972.  IT IS 24 FEET EAST-NORTHEAST OF A LEFT
 AU2800'TURN TRAFFIC LIGHT AT VICTORY DRIVE AND WEST BANK EXPRESSWAY, 8
 AU2800'FEET NORTH OF LIGHT STANDARD NO. 563, 5 FEET SOUTH OF LIGHT
 AU2800'STANDARD NO.  562, AND 3 FEET SOUTH OF A METAL WITNESS POST AND
 AU2800'SIGN.
 AU2800'
 AU2800'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2802 ***********************************************************************
 BX2802  DESIGNATION -  JUDY
 BX2802  PID         -  BX2802
 BX2802  STATE/COUNTY-  LA/NATCHITOCHES
 BX2802  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2802
 BX2802                         *CURRENT SURVEY CONTROL
 BX2802  ___________________________________________________________________
 BX2802* NAD 83(1992)-  31 52 20.12045(N)    093 05 27.39154(W)     ADJUSTED  
 BX2802* NAVD 88     -        37.0    (meters)     121.     (feet)  VERTCON   
 BX2802  ___________________________________________________________________
 BX2802  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BX2802  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX2802
 BX2802  HORZ ORDER  -  SECOND
 BX2802
 BX2802.The horizontal coordinates were established by classical geodetic methods
 BX2802.and adjusted by the National Geodetic Survey in January 1993..
 BX2802
 BX2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2802
 BX2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2802
 BX2802.The geoid height was determined by GEOID03.
 BX2802
 BX2802;                    North         East     Units Scale Factor Converg.
 BX2802;SPC LA N     -   152,301.055   944,087.771   MT  0.99991505   -0 18 44.8
 BX2802;SPC LA N     -   499,674.38  3,097,394.63   sFT  0.99991505   -0 18 44.8
 BX2802;UTM  15      - 3,526,279.947   491,398.143   MT  0.99960091   -0 02 52.9
 BX2802
 BX2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2802!SPC LA N     -   0.99999828  x   0.99991505  =   0.99991333
 BX2802!UTM  15      -   0.99999828  x   0.99960091  =   0.99959919
 BX2802
 BX2802:                Primary Azimuth Mark                     Grid Az
 BX2802:SPC LA N     -  JUDY AZ MK                               135 15 52.7
 BX2802:UTM  15      -  JUDY AZ MK                               135 00 00.8
 BX2802
 BX2802|---------------------------------------------------------------------|
 BX2802| PID    Reference Object                     Distance      Geod. Az  |
 BX2802|                                                           dddmmss.s |
 BX2802| CV7819 JUDY AZ MK                                         1345707.9 |
 BX2802| BX2801 JUDY RM 1 1969                        8.258 METERS 15050     |
 BX2802| CV7820 JUDY RM 2                            16.944 METERS 26404     |
 BX2802|---------------------------------------------------------------------|
 BX2802
 BX2802                          SUPERSEDED SURVEY CONTROL
 BX2802
 BX2802  NAD 83(1986)-  31 52 20.13532(N)    093 05 27.38333(W) AD(       ) 2
 BX2802  NAD 27      -  31 52 19.55260(N)    093 05 26.79538(W) AD(       ) 2
 BX2802  NGVD 29 (07/19/86)   37.0    (m)          121.     (f) VERT ANG       
 BX2802
 BX2802.Superseded values are not recommended for survey control.
 BX2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2802.See file dsdata.txt to determine how the superseded data were derived.
 BX2802
 BX2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9139826280(NAD 83)
 BX2802_MARKER: DD = SURVEY DISK
 BX2802_SETTING: 0 = UNSPECIFIED SETTING
 BX2802
 BX2802  HISTORY     - Date     Condition        Report By
 BX2802  HISTORY     - 1969     MONUMENTED       LADTD
 BX2802  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2802
 BX2802                          STATION DESCRIPTION
 BX2802
 BX2802'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2802'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF CLARENCE AND
 BX2802'ABOUT 1.5 MILES SOUTH OF CAMPTI ON LAND OWNED BY THE LOUISIANA
 BX2802'AND ARKANSAS RAILROAD.
 BX2802'
 BX2802'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 BX2802'AND STATE HIGHWAY 6 IN CLARENCE, GO NORTH ON U.S. HIGHWAY 71
 BX2802'FOR 5.12 MILES, STATION IS SET ON LEFT BETWEEN THE HIGHWAY AND
 BX2802'RAILROAD.
 BX2802'
 BX2802'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2802'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED JUDY 1969 SET
 BX2802'IN TOP OF A 10 INCH CONCRETE POST, PROJECTING 4 INCHES.  IT IS
 BX2802'82.05 FEET WEST OF THE CENTER OF U.S. HIGHWAY 71, 72.80 FEET
 BX2802'NORTHWEST OF A CORNER POST IN FENCE WEST OF RAILROAD, 1.05 FEET
 BX2802'WEST OF A METAL WITNESS POST AND SIGN, 15.45 FEET EAST OF THE
 BX2802'EAST RAIL ON THE MAIN LINE OF THE LOUISIANA AND ARKANSAS
 BX2802'RAILROAD, 43.15 FEET NORTHWEST OF TELEGRAPH POLE NO. 890.
 BX2802'
 BX2802'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2802'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2802'R.M. NO. 1 JUDY 1969, SET IN TOP OF A 10 INCH CONCRETE POST
 BX2802'PROJECTING 4 INCHES.  IT IS 89.45 FEET WEST OF THE CENTER OF
 BX2802'U.S. HIGHWAY 71, 56.55 FEET WEST OF CORNER POST IN FENCE WEST
 BX2802'OF RAILROAD, 27.50 FEET SOUTHWEST OF WITNESS POST AT STATION,
 BX2802'7.75 FEET EAST OF EAST RAIL ON MAIN LINE OF THE LOUISIANA AND
 BX2802'ARKANSAS RAILROAD, 31.20 FEET WEST OF TELEGRAPH POLE NO. 890.
 BX2802'
 BX2802'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2802'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2802'R.M. NO. 2 JUDY 1969, SET IN TOP OF A 10 INCH CONCRETE POST,
 BX2802'PROJECTING 4 INCHES.  IT IS 126.95 FEET WEST OF THE CENTER OF
 BX2802'U.S. HIGHWAY 71, 24.25 FEET WEST OF THE WEST RAIL ON THE MAIN
 BX2802'LINE OF THE LOUISIANA AND ARKANSAS RAILROAD, 74.80 FEET
 BX2802'NORTHEAST OF A CORNER POST IN FENCE WEST OF RAILROAD, 58.65 FEET
 BX2802'NORTHWEST OF A WITNESS POST AND SIGN AT STATION, 123.15 FEET
 BX2802'SOUTHWEST OF TELEGRAPH POLE NO. 5.
 BX2802'
 BX2802'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2802'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2802'AZ.MK. JUDY 1969, SET IN THE TOP OF A 10 INCH CONCRETE POST
 BX2802'PROJECTING 3 INCHES.  IT IS 88.05 FEET WEST OF THE CENTER OF
 BX2802'U.S. HIGHWAY 71, 1.95 FEET WEST OF A METAL WITNESS POST AND SIGN,
 BX2802'9.55 FEET EAST OF THE EAST RAIL ON THE LOUISIANA AND ARKANSAS
 BX2802'RAILROAD, 51.90 FEET SOUTH-SOUTHWEST OF TELEGRAPH POLE NO.
 BX2802'8390, 97.20 FEET NORTH-NORTHEAST OF A RAILROAD SWITCH.
 BX2802'
 BX2802'TO REACH AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 BX2802'U.S. HIGHWAY 71 FOR 0.40 MILE TO MARK SET ON RIGHT BETWEEN THE
 BX2802'HIGHWAY AND RAILROAD.
 BX2802
 BX2802                          STATION RECOVERY (2001)
 BX2802
 BX2802'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2801 ***********************************************************************
 BX2801  DESIGNATION -  JUDY RM 1 1969
 BX2801  PID         -  BX2801
 BX2801  STATE/COUNTY-  LA/NATCHITOCHES
 BX2801  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2801
 BX2801                         *CURRENT SURVEY CONTROL
 BX2801  ___________________________________________________________________
 BX2801* NAD 83(1992)-  31 52 19.88633(N)    093 05 27.23842(W)     ADJUSTED  
 BX2801* NAVD 88     -        37.3    (meters)     122.     (feet)  VERTCON   
 BX2801  ___________________________________________________________________
 BX2801  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BX2801  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX2801
 BX2801  HORZ ORDER  -  SECOND
 BX2801
 BX2801.The horizontal coordinates were established by classical geodetic methods
 BX2801.and adjusted by the National Geodetic Survey in January 1993..
 BX2801
 BX2801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2801
 BX2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2801
 BX2801.The geoid height was determined by GEOID03.
 BX2801
 BX2801;                    North         East     Units Scale Factor Converg.
 BX2801;SPC LA N     -   152,293.823   944,091.756   MT  0.99991505   -0 18 44.7
 BX2801;SPC LA N     -   499,650.65  3,097,407.70   sFT  0.99991505   -0 18 44.7
 BX2801;UTM  15      - 3,526,272.735   491,402.160   MT  0.99960091   -0 02 52.8
 BX2801
 BX2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2801!SPC LA N     -   0.99999823  x   0.99991505  =   0.99991328
 BX2801!UTM  15      -   0.99999823  x   0.99960091  =   0.99959914
 BX2801
 BX2801:                Primary Azimuth Mark                     Grid Az
 BX2801:SPC LA N     -  POINT                                    196 45 25.9
 BX2801:UTM  15      -  POINT                                    196 29 34.0
 BX2801
 BX2801|---------------------------------------------------------------------|
 BX2801| PID    Reference Object                     Distance      Geod. Az  |
 BX2801|                                                           dddmmss.s |
 BX2801| BX2797 POINT                               APPROX. 4.6 KM 1962641.2 |
 BX2801| BX2802 JUDY                                  8.258 METERS 33050     |
 BX2801|---------------------------------------------------------------------|
 BX2801
 BX2801                          SUPERSEDED SURVEY CONTROL
 BX2801
 BX2801  NAD 83(1986)-  31 52 19.90121(N)    093 05 27.23021(W) AD(       ) 2
 BX2801  NAD 27      -  31 52 19.31848(N)    093 05 26.64226(W) AD(       ) 2
 BX2801  NGVD 29 (07/19/86)   37.3    (m)          122.     (f) VERT ANG       
 BX2801
 BX2801.Superseded values are not recommended for survey control.
 BX2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2801.See file dsdata.txt to determine how the superseded data were derived.
 BX2801
 BX2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9140226273(NAD 83)
 BX2801_MARKER: DD = SURVEY DISK
 BX2801_SETTING: 0 = UNSPECIFIED SETTING
 BX2801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2801
 BX2801  HISTORY     - Date     Condition        Report By
 BX2801  HISTORY     - 1969     MONUMENTED       LADTD
 BX2801  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2801  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2801
 BX2801                          STATION DESCRIPTION
 BX2801
 BX2801'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2801'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF CLARENCE AND ABOUT
 BX2801'1.5 MILES SOUTH OF CAMPTI ON LAND OWNED BY THE LOUISIANA AND
 BX2801'ARKANSAS RAILROAD.
 BX2801'
 BX2801'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 BX2801'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BX2801'R.M. NO. 1 JUDY 1969, SET IN TOP OF A 10 INCH CONCRETE POST
 BX2801'PROJECTING 4 INCHES.  IT IS 89.45 FEET WEST OF THE CENTER OF
 BX2801'U.S. HIGHWAY 71, 56.55 FEET WEST OF CORNER POST IN FENCE WEST
 BX2801'OF RAILROAD, 27.50 FEET SOUTHWEST OF WITNESS POST AT STATION,
 BX2801'7.75 FEET EAST OF EAST RAIL ON MAIN LINE OF THE LOUISIANA AND
 BX2801'ARKANSAS RAILROAD, 31.20 FEET WEST OF TELEGRAPH POLE NO. 890.
 BX2801
 BX2801                          STATION RECOVERY (1995)
 BX2801
 BX2801'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2801'MARK NOT FOUND.
 BX2801
 BX2801                          STATION RECOVERY (2001)
 BX2801
 BX2801'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3207 ***********************************************************************
 BK3207  DESIGNATION -  JULE 1933
 BK3207  PID         -  BK3207
 BK3207  STATE/COUNTY-  LA/CAMERON
 BK3207  USGS QUAD   -  ORANGE (1996)
 BK3207
 BK3207                         *CURRENT SURVEY CONTROL
 BK3207  ___________________________________________________________________
 BK3207* NAD 83(1992)-  30 00 17.78636(N)    093 43 19.34400(W)     ADJUSTED  
 BK3207* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BK3207  ___________________________________________________________________
 BK3207  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK3207  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3207
 BK3207  HORZ ORDER  -  THIRD
 BK3207
 BK3207.The horizontal coordinates were established by classical geodetic methods
 BK3207.and adjusted by the National Geodetic Survey in February 1996..
 BK3207
 BK3207.The orthometric height was scaled from a topographic map.
 BK3207
 BK3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3207
 BK3207.The geoid height was determined by GEOID03.
 BK3207
 BK3207;                    North         East     Units Scale Factor Converg.
 BK3207;SPC LA S     -   169,215.929   769,567.799   MT  0.99992575   -1 11 39.8
 BK3207;SPC LA S     -   555,169.26  2,524,823.69   sFT  0.99992575   -1 11 39.8
 BK3207;SPC TX C     - 3,056,450.780 1,337,512.265   MT  1.00003170   +3 24 18.7
 BK3207;SPC TX C     -10,027,705.60  4,388,154.82   sFT  1.00003170   +3 24 18.7
 BK3207;UTM  15      - 3,319,552.247   430,363.435   MT  0.99965983   -0 21 39.9
 BK3207
 BK3207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3207!SPC LA S     -   1.00000413  x   0.99992575  =   0.99992988
 BK3207!SPC TX C     -   1.00000413  x   1.00003170  =   1.00003583
 BK3207!UTM  15      -   1.00000413  x   0.99965983  =   0.99966396
 BK3207
 BK3207                          SUPERSEDED SURVEY CONTROL
 BK3207
 BK3207  NAD 83(1992)-  30 00 17.78630(N)    093 43 19.34405(W) AD(       ) 3
 BK3207  NAD 83(1986)-  30 00 17.80717(N)    093 43 19.33045(W) AD(       ) 3
 BK3207  NAD 27      -  30 00 17.04500(N)    093 43 18.73400(W) AD(       ) 3
 BK3207
 BK3207.Superseded values are not recommended for survey control.
 BK3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3207.See file dsdata.txt to determine how the superseded data were derived.
 BK3207
 BK3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3036319552(NAD 83)
 BK3207_MARKER: DS = TRIANGULATION STATION DISK
 BK3207_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BK3207_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BK3207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3207
 BK3207  HISTORY     - Date     Condition        Report By
 BK3207  HISTORY     - 1933     MONUMENTED       CGS
 BK3207
 BK3207                          STATION DESCRIPTION
 BK3207
 BK3207'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3207'STATION IS LOCATED ON THE N BANK OF BLACK BAYOU, ABOUT 3.4
 BK3207'MILES (STATUTE) ABOVE ITS MOUTH AND AT THE POINT WHERE THE
 BK3207'BAYOU MAKES AN ALMOST RIGHT ANGLE TURN TO THE S.  LOCATED
 BK3207'IN MARSH ABOUT 205 FEET TO THE SW OF A SMALL BAYOU, AND
 BK3207'ABOUT 75 METERS INSHORE.
 BK3207'
 BK3207'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 BK3207'THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 BK3207'TO THE UPPER END OF A LONG WOODEN PIPE DRIVEN INTO THE MARSH.
 BK3207'
 BK3207'REFERENCE MARKS ARE LOCATED IN A HIGH MARSH AND ARE STANDARD
 BK3207'BRONZE DISKS SET IN TOP OF SQUARE BLOCKS OF CONCRETE CAST
 BK3207'AROUND STAKES.
 BK3207'
 BK3207'REFERENCE MARK NO. 1 IS DISTANT 14.004 METERS
 BK3207'N 27 DEG E AND REFERENCE MARK NO. 2 IS DISTANT 46.076
 BK3207'METERS N 82 DEG W.
 BK3207'
 BK3207'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2386 ***********************************************************************
 BJ2386  DESIGNATION -  JULES WILTZ BOLT
 BJ2386  PID         -  BJ2386
 BJ2386  STATE/COUNTY-  LA/ST MARTIN
 BJ2386  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2386
 BJ2386                         *CURRENT SURVEY CONTROL
 BJ2386  ___________________________________________________________________
 BJ2386* NAD 83(1986)-  30 17 06.     (N)    091 40 38.     (W)     SCALED    
 BJ2386* NAVD 88     -         4.88   (+/-2cm)      16.0    (feet)  VERTCON   
 BJ2386  ___________________________________________________________________
 BJ2386  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2386
 BJ2386  VERT ORDER  -  ? (See Below)
 BJ2386
 BJ2386.The horizontal coordinates were scaled from a topographic map and have
 BJ2386.an estimated accuracy of +/- 6 seconds.
 BJ2386
 BJ2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2386.The vertical order pertains to the NGVD 29 superseded value.
 BJ2386
 BJ2386.The geoid height was determined by GEOID03.
 BJ2386
 BJ2386;                    North         East    Units  Estimated Accuracy
 BJ2386;SPC LA S     -   197,910.      966,920.      MT  (+/- 180 meters Scaled)
 BJ2386
 BJ2386                          SUPERSEDED SURVEY CONTROL
 BJ2386
 BJ2386  NGVD 29 (??/??/??)    4.888  (m)           16.04   (f) ADJUSTED    ?  
 BJ2386
 BJ2386.Superseded values are not recommended for survey control.
 BJ2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2386.See file dsdata.txt to determine how the superseded data were derived.
 BJ2386
 BJ2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP272511(NAD 83)
 BJ2386_MARKER: B = BOLT
 BJ2386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2386_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2386
 BJ2386  HISTORY     - Date     Condition        Report By
 BJ2386  HISTORY     - UNK      MONUMENTED       DOD
 BJ2386  HISTORY     - 1933     GOOD             DOD
 BJ2386  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2386
 BJ2386                          STATION DESCRIPTION
 BJ2386
 BJ2386'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2386'0.5 MI E FROM BUTTE LA ROSE.
 BJ2386'0.5 MILE EAST ALONG THE LEFT BANK OF UPPER GRAND RIVER FROM THE BENOIT
 BJ2386'STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT THE SOUTHEAST CORNER
 BJ2386'OF IRREGULAR SEC. 10, T. 9 S., R. 8 E., IN A CLEARING, ABOUT 450 FEET
 BJ2386'SOUTH OF A SCHOOLHOUSE, ABOUT 275 FEET NORTH OF THE JULES WILTZ
 BJ2386'RESIDENCE, 215.6 FEET NORTH OF THE UPSTREAM CORNER POST OF THE MOON
 BJ2386'VICNAIR RESIDENCE, 107.1 FEET SOUTHEAST OF A SQUARE-BLAZED 10-INCH
 BJ2386'COTTONWOOD TREE, 120.3 FEET NORTHWEST OF A TRIANGULAR-BLAZED 12-INCH
 BJ2386'WILLOW TREE, 77 FEET NORTH OF THE RIVER BANK, 76.8 FEET SOUTHWEST OF A
 BJ2386'TRIANGULAR-BLAZED 5-INCH SYCAMORE TREE, AND 9.7 FEET SOUTHEAST OF
 BJ2386'CORPS OF ENGINEERS, U.S. ARMY, P.B.M. 24, DESCRIBED BELOW. A COPPER
 BJ2386'BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 BJ2386'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 6 INCHES
 BJ2386'ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BJ2386'CAP.
 BJ2386
 BJ2386                          STATION RECOVERY (1968)
 BJ2386
 BJ2386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0770 ***********************************************************************
 AV0770  DESIGNATION -  JUNCT
 AV0770  PID         -  AV0770
 AV0770  STATE/COUNTY-  LA/CAMERON
 AV0770  USGS QUAD   -  LAKE MISERE (1980)
 AV0770
 AV0770                         *CURRENT SURVEY CONTROL
 AV0770  ___________________________________________________________________
 AV0770* NAD 83(1992)-  29 55 42.75988(N)    092 57 23.63175(W)     ADJUSTED  
 AV0770* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0770  **This station is located in a subsidence area (see below).
 AV0770  ___________________________________________________________________
 AV0770  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0770  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AV0770
 AV0770  HORZ ORDER  -  SECOND
 AV0770
 AV0770.The horizontal coordinates were established by classical geodetic methods
 AV0770.and adjusted by the National Geodetic Survey in January 1993..
 AV0770
 AV0770 ** The orthometric height has not been validated since last determined
 AV0770 ** by differential leveling and should not be used for control purposes.
 AV0770 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0770 ** area with valid NAVD 88 orthometric heights.
 AV0770 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0770 ** epoch indicated which incorporates improved geoid heights for the
 AV0770 ** Southern Louisiana Subsidence area.
 AV0770 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0770.The orthometric height was scaled from a topographic map.
 AV0770
 AV0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0770
 AV0770.The geoid height was determined by GEOID03.
 AV0770
 AV0770;                    North         East     Units Scale Factor Converg.
 AV0770;SPC LA S     -   159,456.023   843,285.148   MT  0.99992654   -0 48 41.9
 AV0770;SPC LA S     -   523,148.64  2,766,678.02   sFT  0.99992654   -0 48 41.9
 AV0770;UTM  15      - 3,310,868.330   504,192.264   MT  0.99960022   +0 01 18.0
 AV0770
 AV0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0770!SPC LA S     -   1.00000405  x   0.99992654  =   0.99993059
 AV0770!UTM  15      -   1.00000405  x   0.99960022  =   0.99960427
 AV0770
 AV0770|---------------------------------------------------------------------|
 AV0770| PID    Reference Object                     Distance      Geod. Az  |
 AV0770|                                                           dddmmss.s |
 AV0770| CV9943 JUNCT RM 2                           23.765 METERS 26509     |
 AV0770| AV0794 BLACK TOP SILVER STACK              APPROX.17.8 KM 2901015.2 |
 AV0770| BK3102 COASTAL CLUB                        APPROX.10.9 KM 3192507.1 |
 AV0770| CV9941 JUNCT RM                             65.989 METERS 32712     |
 AV0770| CV9942 JUNCT RM 1                           64.950 METERS 32729     |
 AV0770|---------------------------------------------------------------------|
 AV0770
 AV0770                          SUPERSEDED SURVEY CONTROL
 AV0770
 AV0770  NAD 83(1986)-  29 55 42.78420(N)    092 57 23.61750(W) AD(       ) 2
 AV0770  NAD 27      -  29 55 42.02600(N)    092 57 23.04700(W) AD(       ) 2
 AV0770
 AV0770.Superseded values are not recommended for survey control.
 AV0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0770.See file dsdata.txt to determine how the superseded data were derived.
 AV0770
 AV0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0419210868(NAD 83)
 AV0770_MARKER: DS = TRIANGULATION STATION DISK
 AV0770_SETTING: 0 = UNSPECIFIED SETTING
 AV0770
 AV0770  HISTORY     - Date     Condition        Report By
 AV0770  HISTORY     - 1934     MONUMENTED       CGS
 AV0770  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0770
 AV0770                          STATION DESCRIPTION
 AV0770
 AV0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0770'STATION IS AT THE JUNCTION OF THE INTRACOASTAL CANAL AND
 AV0770'THE BELL CITY DRAINAGE DISTRICT CANAL, NEAR LAKE MISERE.
 AV0770'ON TOP OF W SPOIL BANK OF BELL CITY DRAINAGE DISTRICT CANAL,
 AV0770'10.5 METERS W OF W BANK OF BELL CITY DRAINAGE DISTRICT CANAL,
 AV0770'AND 16.0 METERS N OF N BANK OF INTRACOASTAL CANAL.  STATION
 AV0770'IS REACHED BY BOAT.
 AV0770'
 AV0770'STATION MARK IS A STANDARD U.S.G.S. DISK, SET IN A CONCRETE
 AV0770'POST 8 INCHES SQUARE, PROJECTING 8 INCHES ABOVE THE GROUND,
 AV0770'AND STAMPED JUNCT. 1933.
 AV0770'
 AV0770'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. REFERENCE DISK
 AV0770'SET IN A CONCRETE POST 8 INCHES SQUARE AND PROJECTING ABOUT
 AV0770'ONE FOOT ABOVE THE GROUND.
 AV0770'
 AV0770'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK
 AV0770'SET IN A CONCRETE POST 8-1/2 INCHES SQUARE AND PROJECTING
 AV0770'3 INCHES ABOVE THE GROUND.  STAMPED NO. 2, 1934.
 AV0770'
 AV0770'HEIGHT OF SIGNAL ABOVE STATION MARK - 9-1/2 METERS.
 AV0770
 AV0770                          STATION RECOVERY (1947)
 AV0770
 AV0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0770'STATION IS LOST DUE TO WIDENING OF INTRACOASTAL CANAL.  REFERENCE
 AV0770'MARK 2 WAS RECOVERED BUT FOUND IN POOR CONDITION (LEANING
 AV0770'ABOUT 45 DEG AND FLUSH WITH THE GROUND).  REFERENCE MARK
 AV0770'1 WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0298 ***********************************************************************
 DL0298  DESIGNATION -  JUNCTION
 DL0298  PID         -  DL0298
 DL0298  STATE/COUNTY-  LA/UNION
 DL0298  USGS QUAD   -  JUNCTION CITY (1981)
 DL0298
 DL0298                         *CURRENT SURVEY CONTROL
 DL0298  ___________________________________________________________________
 DL0298* NAD 83(1992)-  33 00 41.79172(N)    092 43 14.52040(W)     ADJUSTED  
 DL0298* NAVD 88     -        68.430  (meters)     224.51   (feet)  ADJUSTED  
 DL0298  ___________________________________________________________________
 DL0298  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DL0298  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0298  DYNAMIC HT  -          68.355 (meters)     224.26  (feet)  COMP
 DL0298  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 DL0298
 DL0298  HORZ ORDER  -  SECOND
 DL0298  VERT ORDER  -  SECOND    CLASS 0
 DL0298
 DL0298.The horizontal coordinates were established by classical geodetic methods
 DL0298.and adjusted by the National Geodetic Survey in September 1999..
 DL0298
 DL0298.The orthometric height was determined by differential leveling
 DL0298.and adjusted by the National Geodetic Survey in June 1991..
 DL0298
 DL0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL0298
 DL0298.The geoid height was determined by GEOID03.
 DL0298
 DL0298.The dynamic height is computed by dividing the NAVD 88
 DL0298.geopotential number by the normal gravity value computed on the
 DL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0298.degrees latitude (g = 980.6199 gals.).
 DL0298
 DL0298.The modeled gravity was interpolated from observed gravity values.
 DL0298
 DL0298;                    North         East     Units Scale Factor Converg.
 DL0298;SPC LA N     -   278,514.294   979,375.583   MT  1.00009687   -0 07 00.1
 DL0298;SPC LA N     -   913,758.98  3,213,168.06   sFT  1.00009687   -0 07 00.1
 DL0298;SPC AR S     -   438,496.889   332,652.488   MT  1.00007643   -0 24 12.1
 DL0298;SPC AR S     - 1,438,635.21  1,091,377.37   sFT  1.00007643   -0 24 12.1
 DL0298;UTM  15      - 3,652,608.541   526,087.657   MT  0.99960839   +0 09 07.8
 DL0298
 DL0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0298!SPC LA N     -   0.99999337  x   1.00009687  =   1.00009024
 DL0298!SPC AR S     -   0.99999337  x   1.00007643  =   1.00006980
 DL0298!UTM  15      -   0.99999337  x   0.99960839  =   0.99960177
 DL0298
 DL0298:                Primary Azimuth Mark                     Grid Az
 DL0298:SPC LA N     -  JUNCTION CITY LOT 8 7 AFC                022 33 10.7
 DL0298:SPC AR S     -  JUNCTION CITY LOT 8 7 AFC                022 50 22.7
 DL0298:UTM  15      -  JUNCTION CITY LOT 8 7 AFC                022 17 02.8
 DL0298
 DL0298|---------------------------------------------------------------------|
 DL0298| PID    Reference Object                     Distance      Geod. Az  |
 DL0298|                                                           dddmmss.s |
 DL0298| DL1351 JUNCTION CITY LOT 8 7 AFC           APPROX. 7.4 KM 0222610.6 |
 DL0298| CY6779 JUNCTION RM 1                        23.820 METERS 18153     |
 DL0298| DL0297 JUNCTION RM 2                        22.458 METERS 26540     |
 DL0298| DL1352 JUNCTION CITY MUNICIPAL TANK        APPROX. 0.6 KM 3254237.2 |
 DL0298|---------------------------------------------------------------------|
 DL0298
 DL0298                          SUPERSEDED SURVEY CONTROL
 DL0298
 DL0298  NAD 83(1992)-  33 00 41.80047(N)    092 43 14.51410(W) AD(       ) 2
 DL0298  NAD 83(1986)-  33 00 41.80428(N)    092 43 14.51155(W) AD(       ) 2
 DL0298  NAD 27      -  33 00 41.30100(N)    092 43 13.94200(W) AD(       ) 2
 DL0298  NGVD 29 (??/??/92)   68.536  (m)          224.86   (f) ADJ UNCH    2 0
 DL0298
 DL0298.Superseded values are not recommended for survey control.
 DL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0298.See file dsdata.txt to determine how the superseded data were derived.
 DL0298
 DL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2608852609(NAD 83)
 DL0298_MARKER: DE = TRAVERSE STATION DISK
 DL0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0298_STAMPING: JUNCTION 1952
 DL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0298+STABILITY: SURFACE MOTION
 DL0298
 DL0298  HISTORY     - Date     Condition        Report By
 DL0298  HISTORY     - 1952     MONUMENTED       CGS
 DL0298  HISTORY     - 1969     GOOD             LADH
 DL0298  HISTORY     - 1969     GOOD             LADH
 DL0298
 DL0298                          STATION DESCRIPTION
 DL0298
 DL0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL0298'THE STATION IS IN THE SOUTHEAST PART OF JUNCTION CITY, 0.2
 DL0298'MILE EAST OF U.S. HIGHWAY 167, 0.2 MILE SOUTH OF STATE LINE
 DL0298'STREET, AT THE RESIDENCE OF MRS. J.E. BLACKMON.  IT IS 50
 DL0298'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BLACKMON HOME,
 DL0298'35 FEET EAST OF A GRAVELED ROAD, 5 FEET SOUTHWEST OF A 4 X 4
 DL0298'INCH WHITE WITNESS POST AND 2 FEET WEST OF A WIRE FENCE.  THE
 DL0298'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED JUNCTION 1952.
 DL0298'
 DL0298'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE ROAD AND 3 FEET
 DL0298'WEST OF THE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK
 DL0298'IS STAMPED JUNCTION NO 1 1952.
 DL0298'
 DL0298'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE ROAD AND 1 FOOT
 DL0298'EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 DL0298'DISK IS STAMPED JUNCTION NO 2 1952.
 DL0298'
 DL0298'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL0298
 DL0298                          STATION RECOVERY (1969)
 DL0298
 DL0298'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (VDS)
 DL0298'THE STATION WAS VISITED 1/16/69 AND THE STATION MARK, REFERENCE
 DL0298'MARK NO. 2, WAS FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 DL0298'FOLLOWS--
 DL0298'
 DL0298'THE STATION IS LOCATED IN THE SOUTHEAST PART OF JUNCTION
 DL0298'CITY, 0.2 MILE EAST OF U.S. HIGHWAY 167 AND 0.2 MILE SOUTH
 DL0298'OF EAST 3RD. STREET, IN SECTION 6, T23N, R3W, AND ON THE PROPERTY
 DL0298'OWNED BY MRS. J.E. BLACKMON.  IT IS 35 FEET EAST OF THE CENTERLINE
 DL0298'OF OAK STREET, 180 FEET NORTH OF THE CENTERLINE OF 6TH. STREET,
 DL0298'16 FEET SOUTH OF A 12-INCH PINE TREE AND 3 FEET WEST OF A
 DL0298'NET WIRE FENCE.
 DL0298'
 DL0298'IT IS A STANDARD TRIANGULATION DISK, STAMPED JUNCTION 1952
 DL0298'FLUSH WITH THE GROUND.
 DL0298'
 DL0298'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND.  A
 DL0298'CONCRETE MONUMENT WAS FOUND AT THE SITE OF R.M. 1 WITH THE
 DL0298'TOP SHEARED OFF.
 DL0298'
 DL0298'REFERENCE MARK NO. 2 IS 73.68 FEET WEST OF THE STATION.  IT
 DL0298'IS 37 FEET WEST OF THE CENTERLINE OF OAK STREET, 180 FEET
 DL0298'NORTH OF THE CENTERLINE OF 6TH. STREET, 28 FEET SOUTH OF
 DL0298'THE CENTER OF A STEEL AND CONCRETE CATTLE GUARD AND 2 FEET
 DL0298'EAST OF A CHAIN LINK FENCE.  IT IS A STANDARD REFERENCE
 DL0298'MARK DISK STAMPED JUNCTION NO 2 1952, PROJECTING 6 INCHES.
 DL0298'
 DL0298'TO REACH THE STATION FROM THE JUNCTION CITY, ARKANSAS POST
 DL0298'OFFICE TRAVEL SOUTH ALONG U.S. HIGHWAY 167 FOR 0.05 MILE
 DL0298'TO THE INTERSECTION OF 3RD. STREET THENCE EAST ALONG EAST
 DL0298'3RD. STREET FOR 0.2 MILE THENCE SOUTH ALONG OAK STREET FOR
 DL0298'0.2 MILE TO THE MARK ON THE LEFT.
 DL0298
 DL0298                          STATION RECOVERY (1969)
 DL0298
 DL0298'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 DL0298'IN JUNCTION CITY.
 DL0298'LOCATED 0.05 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 DL0298'IN JUNCTION CITY, ARKANSAS, THENCE EAST ALONG EAST 3RD. STREET FOR 0.2
 DL0298'MILE, THENCE SOUTH ALONG OAK STREET FOR 0.2 MILE TO THE MARK ON THE
 DL0298'LEFT.  IT IS 180 FEET NORTH OF THE CENTERLINE OF 6TH. STREET, 35 FEET
 DL0298'EAST OF THE CENTERLINE OF OAK STREET, 16 FEET SOUTH OF A 12-INCH PINE
 DL0298'TREE AND 3 FEET WEST OF A NET WIRE FENCE.  IT IS A C AND GS TRAVERSE
 DL0298'DISK STAMPED JUNCTION 1952 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 DL0298'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1436 ***********************************************************************
 CP1436  DESIGNATION -  JUNCTION
 CP1436  PID         -  CP1436
 CP1436  STATE/COUNTY-  LA/MADISON
 CP1436  USGS QUAD   -  ASHLY (1972)
 CP1436
 CP1436                         *CURRENT SURVEY CONTROL
 CP1436  ___________________________________________________________________
 CP1436* NAD 83(1986)-  32 26 00.     (N)    091 04 04.     (W)     SCALED    
 CP1436* NAVD 88     -        33.46   (+/-2cm)     109.8    (feet)  VERTCON   
 CP1436  ___________________________________________________________________
 CP1436  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP1436
 CP1436  VERT ORDER  -  ? (See Below)
 CP1436
 CP1436.The horizontal coordinates were scaled from a topographic map and have
 CP1436.an estimated accuracy of +/- 6 seconds.
 CP1436
 CP1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1436.The vertical order pertains to the NGVD 29 superseded value.
 CP1436
 CP1436.The geoid height was determined by GEOID03.
 CP1436
 CP1436;                    North         East    Units  Estimated Accuracy
 CP1436;SPC LA N     -   215,250.    1,134,690.      MT  (+/- 180 meters Scaled)
 CP1436
 CP1436                          SUPERSEDED SURVEY CONTROL
 CP1436
 CP1436  NGVD 29 (??/??/92)   33.468  (m)          109.80   (f) ADJ UNCH    ?  
 CP1436
 CP1436.Superseded values are not recommended for survey control.
 CP1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1436.See file dsdata.txt to determine how the superseded data were derived.
 CP1436
 CP1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR816901(NAD 83)
 CP1436_MARKER: DS = TRIANGULATION STATION DISK
 CP1436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1436_SP_SET: CONCRETE BLOCK
 CP1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1436
 CP1436  HISTORY     - Date     Condition        Report By
 CP1436  HISTORY     - UNK      MONUMENTED       CGS
 CP1436  HISTORY     - 1934     GOOD             DOD
 CP1436  HISTORY     - 1943     GOOD             MPRR
 CP1436
 CP1436                          STATION DESCRIPTION
 CP1436
 CP1436'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1436'9 MI E FROM TALLULAH.
 CP1436'P.B.M. TRI. STA. JUNCTION IS A BRONZE DISC SET IN THE TOP OF A
 CP1436'CONCRETE BLOCK.  LOCATED ON THE RIGHT BANK OF THE MISSISSIPPI RIVER 9
 CP1436'MILES EAST OF TALLULAH, MADISON PARISH, LA.  ON TOP OF LEVEE AT
 CP1436'JUNCTION OF OLD AND NEW LEVEE WHERE THE ROAD ALONG BANQUETTE RISES
 CP1436'WITHIN 3 FEET OF TOP OF LEVEE.
 CP1436
 CP1436                          STATION RECOVERY (1943)
 CP1436
 CP1436'RECOVERY NOTE BY MISSOURI PACIFIC RAILROAD 1943
 CP1436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2919 ***********************************************************************
 CP2919  DESIGNATION -  JUNCTION
 CP2919  PID         -  CP2919
 CP2919  STATE/COUNTY-  LA/MADISON
 CP2919  USGS QUAD   -  ASHLY (1972)
 CP2919
 CP2919                         *CURRENT SURVEY CONTROL
 CP2919  ___________________________________________________________________
 CP2919* NAD 83(1992)-  32 25 50.90978(N)    091 03 20.92667(W)     ADJUSTED  
 CP2919* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 CP2919  ___________________________________________________________________
 CP2919  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CP2919  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP2919
 CP2919  HORZ ORDER  -  FIRST
 CP2919
 CP2919.The horizontal coordinates were established by classical geodetic methods
 CP2919.and adjusted by the National Geodetic Survey in May 1994..
 CP2919
 CP2919.The orthometric height was scaled from a topographic map.
 CP2919
 CP2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2919
 CP2919.The geoid height was determined by GEOID03.
 CP2919
 CP2919;                    North         East     Units Scale Factor Converg.
 CP2919;SPC LA N     -   214,986.652 1,135,813.666   MT  0.99995472   +0 45 48.8
 CP2919;SPC LA N     -   705,335.37  3,726,415.34   sFT  0.99995472   +0 45 48.8
 CP2919;SPC MS W     -   325,149.236   632,054.395   MT  1.00000691   -0 23 14.9
 CP2919;SPC MS W     - 1,066,760.45  2,073,665.13   sFT  1.00000691   -0 23 14.9
 CP2919;UTM  15      - 3,589,852.703   682,790.039   MT  1.00001203   +1 02 34.5
 CP2919
 CP2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2919!SPC LA N     -   1.00000040  x   0.99995472  =   0.99995512
 CP2919!SPC MS W     -   1.00000040  x   1.00000691  =   1.00000731
 CP2919!UTM  15      -   1.00000040  x   1.00001203  =   1.00001243
 CP2919
 CP2919|---------------------------------------------------------------------|
 CP2919| PID    Reference Object                     Distance      Geod. Az  |
 CP2919|                                                           dddmmss.s |
 CP2919| CY4801 JUNCTION RM 1                       279.700 METERS 13721     |
 CP2919| CP2938 TALLULAH LA PWR AND LT CO TANK      APPROX.12.8 KM 2582647.6 |
 CP2919| CP2427 TALLULAH RESET                      APPROX. 8.3 KM 2593908.2 |
 CP2919| CY4802 JUNCTION RM 2                                      28318     |
 CP2919|---------------------------------------------------------------------|
 CP2919
 CP2919                          SUPERSEDED SURVEY CONTROL
 CP2919
 CP2919  NAD 83(1992)-  32 25 50.91970(N)    091 03 20.92462(W) AD(       ) 1
 CP2919  NAD 83(1986)-  32 25 50.92165(N)    091 03 20.92218(W) AD(       ) 1
 CP2919  NAD 27      -  32 25 50.41000(N)    091 03 20.53400(W) AD(       ) 1
 CP2919
 CP2919.Superseded values are not recommended for survey control.
 CP2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2919.See file dsdata.txt to determine how the superseded data were derived.
 CP2919
 CP2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8279089853(NAD 83)
 CP2919_MARKER: DS = TRIANGULATION STATION DISK
 CP2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2919
 CP2919  HISTORY     - Date     Condition        Report By
 CP2919  HISTORY     - 1929     MONUMENTED       CGS
 CP2919  HISTORY     - 1935     SEE DESCRIPTION  CGS
 CP2919  HISTORY     - 1937     GOOD             LAGS
 CP2919  HISTORY     - 1937     GOOD             USE
 CP2919
 CP2919                          STATION DESCRIPTION
 CP2919
 CP2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2919'ABOUT 9 MILES E OF TALLULAH, ON TOP OF LEVEE, AT JUNCTION OF
 CP2919'OLD AND NEW LEVEE, WHERE ROAD ALONG BANQUETTE RISES WITHIN
 CP2919'3 FEET OF TOP OF LEVEE.
 CP2919'
 CP2919'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2919'DISKS SET IN CONCRETE.
 CP2919'
 CP2919'REFERENCE MARK NO. 1 IS ON LEVEE BANQUETTE, 279.7 METERS
 CP2919'(918 FEET) FROM STATION IN AZIMUTH 317 DEG 20 MIN 38 SEC.
 CP2919'
 CP2919'REFERENCE MARK NO. 2 IS ON LEVEE BANQUETTE, 0.3 MILE FROM
 CP2919'STATION IN AZIMUTH 103 DEG 17 MIN 57 SEC.
 CP2919'
 CP2919'TO REACH FROM TALLULAH GO 2.1 MILES E ON U.S. HIGHWAY 80
 CP2919'FROM HIGHWAY INTERSECTION, TURN LEFT ON GRAVEL ROAD, PASSING
 CP2919'AIRPORT, 3.3 MILES TO T-INTERSECTION, TURN LEFT AND GO 1 MILE
 CP2919'TO FORK, TAKE RIGHT FORK 1.8 MILES TO LEVEE, AND THEN S 3.8
 CP2919'MILES ON BANQUETTE ROAD TO STATION.
 CP2919
 CP2919                          STATION RECOVERY (1935)
 CP2919
 CP2919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2919'APPROACH TO STATION SITE CUT OFF BY WATER.  JUNE 1935.  STATION
 CP2919'IS NOW ON ABANDONED LEVEE.  NEW LEVEE IS 0.3 MILE S AND NOT
 CP2919'CONNECTED TO OLD LEVEE.
 CP2919
 CP2919                          STATION RECOVERY (1937)
 CP2919
 CP2919'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 CP2919'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION WITH THE
 CP2919'EXCEPTION THAT SOME OF THE CONCRETE HAS BEEN CHIPPED OFF.
 CP2919'
 CP2919'REFERENCE MARKS NOS. 1 AND 2 ARE BOTH GONE OR COVERED WITH
 CP2919'SILT.
 CP2919
 CP2919                          STATION RECOVERY (1937)
 CP2919
 CP2919'RECOVERY NOTE BY US ENGINEERS 1937
 CP2919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1411 ***********************************************************************
 BW1411  DESIGNATION -  JUNCTION BOLT
 BW1411  PID         -  BW1411
 BW1411  STATE/COUNTY-  LA/AVOYELLES
 BW1411  USGS QUAD   -  MOREAUVILLE (1996)
 BW1411
 BW1411                         *CURRENT SURVEY CONTROL
 BW1411  ___________________________________________________________________
 BW1411* NAD 83(1986)-  31 01 52.     (N)    091 56 28.     (W)     SCALED    
 BW1411* NAVD 88     -        13.41   (+/-2cm)      44.0    (feet)  VERTCON   
 BW1411  ___________________________________________________________________
 BW1411  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW1411
 BW1411  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1411
 BW1411.The horizontal coordinates were scaled from a topographic map and have
 BW1411.an estimated accuracy of +/- 6 seconds.
 BW1411
 BW1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1411.The vertical order pertains to the NGVD 29 superseded value.
 BW1411
 BW1411.The geoid height was determined by GEOID03.
 BW1411
 BW1411;                    North         East    Units  Estimated Accuracy
 BW1411;SPC LA N     -    59,030.    1,053,360.      MT  (+/- 180 meters Scaled)
 BW1411
 BW1411                          SUPERSEDED SURVEY CONTROL
 BW1411
 BW1411  NGVD 29 (??/??/92)   13.39   (m)           43.9    (f) COMPUTED    1 2
 BW1411
 BW1411.Superseded values are not recommended for survey control.
 BW1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1411.See file dsdata.txt to determine how the superseded data were derived.
 BW1411
 BW1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ010335(NAD 83)
 BW1411_MARKER: B = BOLT
 BW1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1411_SP_SET: CONCRETE SLAB
 BW1411_STAMPING: JUNCTION 1930
 BW1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1411
 BW1411  HISTORY     - Date     Condition        Report By
 BW1411  HISTORY     - 1930     MONUMENTED       DOD
 BW1411  HISTORY     - 1966     GOOD             NGS
 BW1411  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 BW1411
 BW1411                          STATION DESCRIPTION
 BW1411
 BW1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1411'2.35 MI E FROM MOREAUVILLE.
 BW1411'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW1411'SOUTHERN RAILROAD STATION AT MOREAUVILLE, IN SECTION 27, T 1 N, R 5 E,
 BW1411'ABOUT 0.1 MILE EAST OF A NEW CONCRETE HIGHWAY BRIDGE OVER BAYOU
 BW1411'ROSEAU, SOUTH OF AND ACROSS THE TRACK FROM A TAN BRICK HOUSE, ABOUT 7
 BW1411'1/4 RAILS WEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 451, 113
 BW1411'1/2 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 1, 83 1/2 FEET
 BW1411'NORTH OF THE NORTH END OF A 36-INCH PIPE CULVERT UNDER THE HIGHWAY, 9
 BW1411'1/2 FEET SOUTH OF THE SOUTH RAIL, 1.3 FEET NORTH OF A METAL WITNESS
 BW1411'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A COPPER BOLT SET IN
 BW1411'THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO
 BW1411'WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP AND
 BW1411'PROJECTING 14 INCHES.
 BW1411
 BW1411                          STATION RECOVERY (2006)
 BW1411
 BW1411'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BW1411'PROBABLY DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0079 ***********************************************************************
 BW0079  DESIGNATION -  JUNCTION CAP
 BW0079  PID         -  BW0079
 BW0079  STATE/COUNTY-  LA/AVOYELLES
 BW0079  USGS QUAD   -  MOREAUVILLE (1996)
 BW0079
 BW0079                         *CURRENT SURVEY CONTROL
 BW0079  ___________________________________________________________________
 BW0079* NAD 83(1986)-  31 01 52.     (N)    091 56 28.     (W)     SCALED    
 BW0079* NAVD 88     -        14.64   (+/-2cm)      48.0    (feet)  VERTCON   
 BW0079  ___________________________________________________________________
 BW0079  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0079
 BW0079  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0079
 BW0079.The horizontal coordinates were scaled from a topographic map and have
 BW0079.an estimated accuracy of +/- 6 seconds.
 BW0079
 BW0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0079.The vertical order pertains to the NGVD 29 superseded value.
 BW0079
 BW0079.The geoid height was determined by GEOID03.
 BW0079
 BW0079;                    North         East    Units  Estimated Accuracy
 BW0079;SPC LA N     -    59,030.    1,053,360.      MT  (+/- 180 meters Scaled)
 BW0079
 BW0079                          SUPERSEDED SURVEY CONTROL
 BW0079
 BW0079  NGVD 29 (??/??/92)   14.62   (m)           48.0    (f) COMPUTED    1 2
 BW0079
 BW0079.Superseded values are not recommended for survey control.
 BW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0079.See file dsdata.txt to determine how the superseded data were derived.
 BW0079
 BW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ010335(NAD 83)
 BW0079_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0079_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0079_STAMPING: JUNCTION 1930
 BW0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0079
 BW0079  HISTORY     - Date     Condition        Report By
 BW0079  HISTORY     - 1930     MONUMENTED       DOD
 BW0079  HISTORY     - 1966     GOOD             NGS
 BW0079  HISTORY     - 1977     MARK NOT FOUND   NGS
 BW0079
 BW0079                          STATION DESCRIPTION
 BW0079
 BW0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0079'2.35 MI E FROM MOREAUVILLE.
 BW0079'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW0079'SOUTHERN RAILROAD STATION AT MOREAUVILLE, IN SECTION 27, T 1 N, R 5 E,
 BW0079'ABOUT 0.1 MILE EAST OF A NEW CONCRETE HIGHWAY BRIDGE OVER BAYOU
 BW0079'ROSEAU, SOUTH OF AND ACROSS THE TRACK FROM A TAN BRICK HOUSE, ABOUT 7
 BW0079'1/4 RAILS WEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 451, 113
 BW0079'1/2 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 1, 83 1/2 FEET
 BW0079'NORTH OF THE NORTH END OF A 36-INCH PIPE CULVERT UNDER THE HIGHWAY, 9
 BW0079'1/2 FEET SOUTH OF THE SOUTH RAIL, 1.3 FEET NORTH OF A METAL WITNESS
 BW0079'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A 4-INCH IRON PIPE
 BW0079'BEARING A BRASS CAP AND PROJECTING 14 INCHES.
 BW0079
 BW0079                          STATION RECOVERY (1977)
 BW0079
 BW0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0079'NOT RECOVERED, PROBABLY DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0297 ***********************************************************************
 DL0297  DESIGNATION -  JUNCTION RM 2
 DL0297  PID         -  DL0297
 DL0297  STATE/COUNTY-  LA/UNION
 DL0297  USGS QUAD   -  JUNCTION CITY (1981)
 DL0297
 DL0297                         *CURRENT SURVEY CONTROL
 DL0297  ___________________________________________________________________
 DL0297* NAD 83(1986)-  33 00 42.     (N)    092 43 14.     (W)     SCALED    
 DL0297* NAVD 88     -        67.513  (meters)     221.50   (feet)  ADJUSTED  
 DL0297  ___________________________________________________________________
 DL0297  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0297  DYNAMIC HT  -          67.439 (meters)     221.26  (feet)  COMP
 DL0297  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 DL0297
 DL0297  VERT ORDER  -  SECOND    CLASS 0
 DL0297
 DL0297.The horizontal coordinates were scaled from a topographic map and have
 DL0297.an estimated accuracy of +/- 6 seconds.
 DL0297
 DL0297.The orthometric height was determined by differential leveling
 DL0297.and adjusted by the National Geodetic Survey in June 1991..
 DL0297
 DL0297.The geoid height was determined by GEOID03.
 DL0297
 DL0297.The dynamic height is computed by dividing the NAVD 88
 DL0297.geopotential number by the normal gravity value computed on the
 DL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0297.degrees latitude (g = 980.6199 gals.).
 DL0297
 DL0297.The modeled gravity was interpolated from observed gravity values.
 DL0297
 DL0297;                    North         East    Units  Estimated Accuracy
 DL0297;SPC LA N     -   278,520.      979,390.      MT  (+/- 180 meters Scaled)
 DL0297
 DL0297                          SUPERSEDED SURVEY CONTROL
 DL0297
 DL0297  NGVD 29 (??/??/92)   67.619  (m)          221.85   (f) ADJ UNCH    2 0
 DL0297
 DL0297.Superseded values are not recommended for survey control.
 DL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0297.See file dsdata.txt to determine how the superseded data were derived.
 DL0297
 DL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS261526(NAD 83)
 DL0297_MARKER: DE = TRAVERSE STATION DISK
 DL0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0297_STAMPING: JUNCTION NO 2 1952
 DL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0297+STABILITY: SURFACE MOTION
 DL0297
 DL0297  HISTORY     - Date     Condition        Report By
 DL0297  HISTORY     - 1952     MONUMENTED       CGS
 DL0297  HISTORY     - 1969     GOOD             LADH
 DL0297
 DL0297                          STATION DESCRIPTION
 DL0297
 DL0297'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 DL0297'IN JUNCTION CITY.
 DL0297'LOCATED 0.05 MILE SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 DL0297'IN JUNCTION CITY, ARKANSAS, THENCE EAST ALONG EAST 3RD. STREET FOR 0.2
 DL0297'MILE, THENCE SOUTH ALONG OAK STREET FOR 0.2 MILE TO THE MARK ON THE
 DL0297'RIGHT IN SECTION 6, T23N, R3W.  IT IS 180 FEET NORTH OF THE CENTERLINE
 DL0297'OF 6TH. STREET, 37 FEET WEST OF THE CENTERLINE OF OAK STREET, 28 FEET
 DL0297'SOUTH OF THE CENTER OF A STEEL AND CONCRETE CATTLE GUARD AND 2 FEET
 DL0297'EAST OF A CHAIN LINK FENCE.  IT IS A C AND GS TRAVERSE DISK STAMPED
 DL0297'JUNCTION NO 2 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DL0297'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2435 ***********************************************************************
 AU2435  DESIGNATION -  JUNOP
 AU2435  PID         -  AU2435
 AU2435  STATE/COUNTY-  LA/TERREBONNE
 AU2435  USGS QUAD   -  EAST BAY JUNOP (1974)
 AU2435
 AU2435                         *CURRENT SURVEY CONTROL
 AU2435  ___________________________________________________________________
 AU2435* NAD 83(1992)-  29 14 48.91293(N)    091 02 47.64934(W)     ADJUSTED  
 AU2435* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2435  ___________________________________________________________________
 AU2435  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2435  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AU2435
 AU2435  HORZ ORDER  -  SECOND
 AU2435
 AU2435.The horizontal coordinates were established by classical geodetic methods
 AU2435.and adjusted by the National Geodetic Survey in January 1993..
 AU2435
 AU2435.The orthometric height was scaled from a topographic map.
 AU2435
 AU2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2435
 AU2435.The geoid height was determined by GEOID03.
 AU2435
 AU2435;                    North         East     Units Scale Factor Converg.
 AU2435;SPC LA S     -    82,829.122 1,027,875.608   MT  1.00001166   +0 08 36.2
 AU2435;SPC LA S     -   271,748.54  3,372,288.56   sFT  1.00001166   +0 08 36.2
 AU2435;UTM  15      - 3,236,924.187   689,829.439   MT  1.00004468   +0 57 16.9
 AU2435
 AU2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2435!SPC LA S     -   1.00000387  x   1.00001166  =   1.00001553
 AU2435!UTM  15      -   1.00000387  x   1.00004468  =   1.00004855
 AU2435
 AU2435|---------------------------------------------------------------------|
 AU2435| PID    Reference Object                     Distance      Geod. Az  |
 AU2435|                                                           dddmmss.s |
 AU2435| CV9944 JUNOP RM 1                           30.480 METERS 05355     |
 AU2435| CV9945 JUNOP RM 2                           18.450 METERS 18045     |
 AU2435| AU2423 RICE                                APPROX. 9.0 KM 3541209.8 |
 AU2435|---------------------------------------------------------------------|
 AU2435
 AU2435                          SUPERSEDED SURVEY CONTROL
 AU2435
 AU2435  NAD 83(1986)-  29 14 48.93723(N)    091 02 47.65756(W) AD(       ) 2
 AU2435  NAD 27      -  29 14 48.14600(N)    091 02 47.29700(W) AD(       ) 2
 AU2435
 AU2435.Superseded values are not recommended for survey control.
 AU2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2435.See file dsdata.txt to determine how the superseded data were derived.
 AU2435
 AU2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8982936924(NAD 83)
 AU2435_MARKER: DS = TRIANGULATION STATION DISK
 AU2435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2435_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2435
 AU2435  HISTORY     - Date     Condition        Report By
 AU2435  HISTORY     - 1928     MONUMENTED       CGS
 AU2435  HISTORY     - 1948     GOOD             SUNOCO
 AU2435  HISTORY     - 1952     GOOD             CGS
 AU2435  HISTORY     - 1966     POOR             CGS
 AU2435
 AU2435                          STATION DESCRIPTION
 AU2435
 AU2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2435'STATION IS ABOUT 4 MILES E OF THE SOUTHERN END OF FOUR LEAGUE
 AU2435'BAY, 1.6 MILES S OF CLESSOLE CUT (KNOWN LOCALLY AS MUD HOLE
 AU2435'CUTOFF), ON THE E SIDE OF BAY JUNOP, ABOUT 0.2 MILE SW OF
 AU2435'THE ENTRANCE OF BUCKSKIN BAYOU INTO BAY JUNOP, ON THE E SHORE
 AU2435'OF A SMALL COVE EASTWARD FROM A SMALL POINT OF LAND, 26.8
 AU2435'METERS (88 FEET) FROM THE SHORE, 25.9 METERS (85 FEET) NE
 AU2435'OF A SMALL BAYOU WHICH EXTENDS IN A SOUTHERLY DIRECTION
 AU2435'FROM THE COVE, 75 METERS (250 FEET) FROM A POINT OF LAND
 AU2435'TO THE NW, AND IN SOFT MARSH.
 AU2435'
 AU2435'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2435'SET IN CEMENT IN THE TOP OF TILES.
 AU2435'
 AU2435'REFERENCE MARK NO. 1 IS 30.48 METERS (100.0 FEET) FROM THE
 AU2435'STATION N 53 DEG 55 MIN E.
 AU2435'
 AU2435'REFERENCE MARK NO. 2 IS 18.45 METERS (60.5 FEET) FROM THE
 AU2435'STATION S 0 DEG 45 MIN W.
 AU2435
 AU2435                          STATION RECOVERY (1948)
 AU2435
 AU2435'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2435'STATION RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION.
 AU2435
 AU2435                          STATION RECOVERY (1952)
 AU2435
 AU2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2435'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2435'STATION IS LOCATED ABOUT 4 MI. E OF THE S END OF FOUR LEAGUE
 AU2435'BAY, 1.6 MI. S OF CLESSOLE CUT (KNOWN LOCALLY AS MUD HOLE
 AU2435'CUTOFF), ON THE E SIDE OF BAY JUNOP, ABOUT 0.2 MI. SW OF
 AU2435'THE ENTRANCE OF BUKSKIN BAY INTO BAY JUNOP, ON THE E SHORE
 AU2435'OF A SMALL COVE E OF A SMALL POINT OF LAND, 85 FT. NE OF A
 AU2435'SMALL BAYOU WHICH EXTENDS IN A S DIRECTION FROM THE COVE,
 AU2435'250 FT. FROM A POINT OF LAND TO THE NW, AND 30 FT. E OF THE
 AU2435'SHORE OF THE BAY.  IT IS A STANDARD DISK, STAMPED JUNOP 1928
 AU2435'AND SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 8 IN.
 AU2435'ABOVE THE GROUND.
 AU2435'
 AU2435'REFERENCE MARK 1 IS 100 FT. NE OF THE STATION.  IT IS A
 AU2435'STANDARD DISK, STAMPED JUNOP 1928 NO 1 AND SET IN THE TOP
 AU2435'OF A CONCRETE MONUMENT PROJECTING 6 IN. ABOVE THE GROUND.
 AU2435'
 AU2435'REFERENCE MARK 2 IS 61 FT. S OF THE STATION.  IT IS A STANDARD
 AU2435'DISK, STAMPED JUNOP 1928 NO 2 AND SET IN THE TOP OF A CONCRETE
 AU2435'MONUMENT FLUSH WITH THE MARSH.
 AU2435
 AU2435                          STATION RECOVERY (1966)
 AU2435
 AU2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2435'THE STATION WAS RECOVERED IN VERY POOR CONDITION.  IT IS
 AU2435'ABOUT 6 FEET OFFSHORE IN ABOUT 2 FEET OF WATER AND VERY
 AU2435'UNSTABLE.  A METAL WITNESS POST WAS SET AT THE STATION.  THE
 AU2435'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  REFERENCE
 AU2435'MARK 2 IS BELIEVED TO BE LOST AS THE SHORELINE HAS ERODED
 AU2435'BADLY IN THIS DIRECTION.  THE 1952 RECOVERY NOTE BY A.L.P.
 AU2435'IS ADEQUATE FOR REACHING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2001 ***********************************************************************
 BX2001  DESIGNATION -  K 100
 BX2001  PID         -  BX2001
 BX2001  STATE/COUNTY-  LA/VERNON
 BX2001  USGS QUAD   -  NEW LLANO (1994)
 BX2001
 BX2001                         *CURRENT SURVEY CONTROL
 BX2001  ___________________________________________________________________
 BX2001* NAD 83(1986)-  31 06 00.     (N)    093 16 07.     (W)     SCALED    
 BX2001* NAVD 88     -        67.44   (+/-2cm)     221.3    (feet)  VERTCON   
 BX2001  ___________________________________________________________________
 BX2001  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX2001
 BX2001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2001
 BX2001.The horizontal coordinates were scaled from a topographic map and have
 BX2001.an estimated accuracy of +/- 6 seconds.
 BX2001
 BX2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2001.The vertical order pertains to the NGVD 29 superseded value.
 BX2001
 BX2001.The geoid height was determined by GEOID03.
 BX2001
 BX2001;                    North         East    Units  Estimated Accuracy
 BX2001;SPC LA N     -    66,790.      926,670.      MT  (+/- 180 meters Scaled)
 BX2001
 BX2001                          SUPERSEDED SURVEY CONTROL
 BX2001
 BX2001  NGVD 29 (??/??/??)   67.556  (m)          221.64   (f) ADJUSTED    2 0
 BX2001
 BX2001.Superseded values are not recommended for survey control.
 BX2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2001.See file dsdata.txt to determine how the superseded data were derived.
 BX2001
 BX2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ743407(NAD 83)
 BX2001_MARKER: DB = BENCH MARK DISK
 BX2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2001_STAMPING: K 100 1938
 BX2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2001+STABILITY: SURFACE MOTION
 BX2001
 BX2001  HISTORY     - Date     Condition        Report By
 BX2001  HISTORY     - 1938     MONUMENTED       CGS
 BX2001  HISTORY     - 1943     POOR             CGS
 BX2001  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2001  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2001
 BX2001                          STATION DESCRIPTION
 BX2001
 BX2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2001'2.6 MI S FROM LEESVILLE.
 BX2001'2.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2001'STATION AT LEESVILLE, VERNON PARISH, 50 FEET NORTH OF MILEPOST 671, 6
 BX2001'FEET NORTH OF TELEPHONE POLE, AT A ROAD CROSSING, 69 FEET SOUTH OF THE
 BX2001'CENTERLINE OF THE ROAD, AND 50 FEET WEST OF THE WEST RAIL.  A STANDARD
 BX2001'DISK, STAMPED K 100 1938 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 BX2001'POST IS SITTING AT AN ANGLE.
 BX2001
 BX2001                          STATION RECOVERY (1994)
 BX2001
 BX2001'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2001'MARK NOT FOUND.
 BX2001
 BX2001                          STATION RECOVERY (2001)
 BX2001
 BX2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2001'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1012 ***********************************************************************
 CQ1012  DESIGNATION -  K 104
 CQ1012  PID         -  CQ1012
 CQ1012  STATE/COUNTY-  LA/LINCOLN
 CQ1012  USGS QUAD   -  SIMSBORO (1994)
 CQ1012
 CQ1012                         *CURRENT SURVEY CONTROL
 CQ1012  ___________________________________________________________________
 CQ1012* NAD 83(1986)-  32 32 27.     (N)    092 50 14.     (W)     SCALED    
 CQ1012* NAVD 88     -       105.960  (meters)     347.64   (feet)  ADJUSTED  
 CQ1012  ___________________________________________________________________
 CQ1012  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1012  DYNAMIC HT  -         105.841 (meters)     347.25  (feet)  COMP
 CQ1012  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CQ1012
 CQ1012  VERT ORDER  -  FIRST     CLASS I
 CQ1012
 CQ1012.The horizontal coordinates were scaled from a topographic map and have
 CQ1012.an estimated accuracy of +/- 6 seconds.
 CQ1012
 CQ1012.The orthometric height was determined by differential leveling
 CQ1012.and adjusted by the National Geodetic Survey in June 1991..
 CQ1012
 CQ1012.The geoid height was determined by GEOID03.
 CQ1012
 CQ1012.The dynamic height is computed by dividing the NAVD 88
 CQ1012.geopotential number by the normal gravity value computed on the
 CQ1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1012.degrees latitude (g = 980.6199 gals.).
 CQ1012
 CQ1012.The modeled gravity was interpolated from observed gravity values.
 CQ1012
 CQ1012;                    North         East    Units  Estimated Accuracy
 CQ1012;SPC LA N     -   226,330.      968,320.      MT  (+/- 180 meters Scaled)
 CQ1012
 CQ1012                          SUPERSEDED SURVEY CONTROL
 CQ1012
 CQ1012  NGVD 29 (??/??/??)  106.032  (m)          347.87   (f) ADJUSTED    1 1
 CQ1012
 CQ1012.Superseded values are not recommended for survey control.
 CQ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1012.See file dsdata.txt to determine how the superseded data were derived.
 CQ1012
 CQ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS152003(NAD 83)
 CQ1012_MARKER: DB = BENCH MARK DISK
 CQ1012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1012_SP_SET: CULVERT
 CQ1012_STAMPING: K 104 1938
 CQ1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1012
 CQ1012  HISTORY     - Date     Condition        Report By
 CQ1012  HISTORY     - 1938     MONUMENTED       CGS
 CQ1012  HISTORY     - 1969     GOOD             CGS
 CQ1012
 CQ1012                          STATION DESCRIPTION
 CQ1012
 CQ1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1012'3.05 MI W FROM SIMSBORO.
 CQ1012'ABOUT 3.05 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL
 CQ1012'AT SIMSBORO, OR ABOUT 2.7 MILES EAST ALONG THE ILLINOIS CENTRAL
 CQ1012'RAILROAD FROM THE STATION AT ARCADIA, THENCE 2.3 MILES EAST ALONG U.S.
 CQ1012'HIGHWAY 80, 0.1 MILE NORTHWEST OF A BRICK FARMHOUSE, 22 1/2 FEET SOUTH
 CQ1012'OF THE CENTER LINE OF THE HIGHWAY, 87 FEET WEST OF THE CENTER LINE OF
 CQ1012'A PRIVATE GRAVELED ROAD WHICH LEADS SOUTH, SET IN THE CENTER OF THE
 CQ1012'TOP OF THE SOUTH CONCRETE HEADWALL OF A 2- X 2-FOOT CONCRETE BOX
 CQ1012'CULVERT UNDER THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 CQ1012'HIGHWAY.  SEC 24, T 18N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0712 ***********************************************************************
 BW0712  DESIGNATION -  K 106
 BW0712  PID         -  BW0712
 BW0712  STATE/COUNTY-  LA/TENSAS
 BW0712  USGS QUAD   -  CHAMBLEE (1994)
 BW0712
 BW0712                         *CURRENT SURVEY CONTROL
 BW0712  ___________________________________________________________________
 BW0712* NAD 83(1986)-  31 52 14.     (N)    091 16 38.     (W)     SCALED    
 BW0712* NAVD 88     -        23.86   (+/-2cm)      78.3    (feet)  VERTCON   
 BW0712  ___________________________________________________________________
 BW0712  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0712
 BW0712  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0712
 BW0712.The horizontal coordinates were scaled from a topographic map and have
 BW0712.an estimated accuracy of +/- 6 seconds.
 BW0712
 BW0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0712.The vertical order pertains to the NGVD 29 superseded value.
 BW0712
 BW0712.The geoid height was determined by GEOID03.
 BW0712
 BW0712;                    North         East    Units  Estimated Accuracy
 BW0712;SPC LA N     -   152,610.    1,115,690.      MT  (+/- 180 meters Scaled)
 BW0712
 BW0712                          SUPERSEDED SURVEY CONTROL
 BW0712
 BW0712  NGVD 29 (??/??/92)   23.878  (m)           78.34   (f) ADJ UNCH    1 2
 BW0712
 BW0712.Superseded values are not recommended for survey control.
 BW0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0712.See file dsdata.txt to determine how the superseded data were derived.
 BW0712
 BW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR629273(NAD 83)
 BW0712_MARKER: DB = BENCH MARK DISK
 BW0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0712_STAMPING: K 106 1938
 BW0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0712+STABILITY: SURFACE MOTION
 BW0712
 BW0712  HISTORY     - Date     Condition        Report By
 BW0712  HISTORY     - 1938     MONUMENTED       CGS
 BW0712
 BW0712                          STATION DESCRIPTION
 BW0712
 BW0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0712'3.75 MI SW FROM ST JOSEPH.
 BW0712'3-3/4 MILES SOUTHWEST OF ST. JOSEPH, TENSAS PARISH, AT THE UPPER END
 BW0712'OF RODNEY CUT-OFF, ON A SAND FILL MADE BY AN OVER BANK DISCHARGE OF A
 BW0712'DREDGE, 1100 FEET FROM THE TOP OF THE BANK, 1080 FEET FROM THE
 BW0712'CENTERLINE OF A SMALL RETAINING LEVEE, 50 FEET ABOVE A SMALL CREVASSE,
 BW0712'AND AT STATION 55+00.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 BW0712'POST PROJECTING 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1336 ***********************************************************************
 BW1336  DESIGNATION -  K 108
 BW1336  PID         -  BW1336
 BW1336  STATE/COUNTY-  LA/CONCORDIA
 BW1336  USGS QUAD   -  SLOCUM (1983)
 BW1336
 BW1336                         *CURRENT SURVEY CONTROL
 BW1336  ___________________________________________________________________
 BW1336* NAD 83(1986)-  31 16 13.     (N)    091 39 12.     (W)     SCALED    
 BW1336* NAVD 88     -        14.40   (+/-2cm)      47.2    (feet)  VERTCON   
 BW1336  ___________________________________________________________________
 BW1336  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BW1336
 BW1336  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1336
 BW1336.The horizontal coordinates were scaled from a topographic map and have
 BW1336.an estimated accuracy of +/- 6 seconds.
 BW1336
 BW1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1336.The vertical order pertains to the NGVD 29 superseded value.
 BW1336
 BW1336.The geoid height was determined by GEOID03.
 BW1336
 BW1336;                    North         East    Units  Estimated Accuracy
 BW1336;SPC LA N     -    85,720.    1,080,630.      MT  (+/- 180 meters Scaled)
 BW1336
 BW1336                          SUPERSEDED SURVEY CONTROL
 BW1336
 BW1336  NGVD 29 (??/??/92)   14.381  (m)           47.18   (f) ADJ UNCH    1 2
 BW1336
 BW1336.Superseded values are not recommended for survey control.
 BW1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1336.See file dsdata.txt to determine how the superseded data were derived.
 BW1336
 BW1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ282603(NAD 83)
 BW1336_MARKER: DB = BENCH MARK DISK
 BW1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1336_STAMPING: K 108 1938
 BW1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1336+STABILITY: SURFACE MOTION
 BW1336
 BW1336  HISTORY     - Date     Condition        Report By
 BW1336  HISTORY     - 1938     MONUMENTED       CGS
 BW1336  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1336
 BW1336                          STATION DESCRIPTION
 BW1336
 BW1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1336'1.25 MI S FROM SLOCUM.
 BW1336'1-1/4 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION
 BW1336'AT SLOCUM, CONCORDIA PARISH, ON THE WEST BANK OF MISSISSIPPI RIVER,
 BW1336'150 FEET BACK OF THE TOP BANK IN THE RIVERSIDE TOE OF THE RAILROAD
 BW1336'RAMP, 150 FEET UPSTREAM FROM A TRESTLE, AND 40 FEET FROM THE
 BW1336'CENTERLINE OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BW1336'POST PROJECTING 12 INCHES ABOVE GROUND.
 BW1336
 BW1336                          STATION RECOVERY (1966)
 BW1336
 BW1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0149 ***********************************************************************
 AV0149  DESIGNATION -  K 111
 AV0149  PID         -  AV0149
 AV0149  STATE/COUNTY-  LA/VERMILION
 AV0149  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0149
 AV0149                         *CURRENT SURVEY CONTROL
 AV0149  ___________________________________________________________________
 AV0149* NAD 83(1986)-  29 34 56.     (N)    092 04 38.     (W)     SCALED    
 AV0149* NAVD 88     -         1.12   (+/-2cm)       3.7    (feet)  VERTCON   
 AV0149  ___________________________________________________________________
 AV0149  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AV0149
 AV0149  VERT ORDER  -  THIRD (See Below)
 AV0149
 AV0149.The horizontal coordinates were scaled from a topographic map and have
 AV0149.an estimated accuracy of +/- 6 seconds.
 AV0149
 AV0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0149.The vertical order pertains to the NGVD 29 superseded value.
 AV0149
 AV0149.The geoid height was determined by GEOID03.
 AV0149
 AV0149;                    North         East    Units  Estimated Accuracy
 AV0149;SPC LA S     -   120,190.      927,930.      MT  (+/- 180 meters Scaled)
 AV0149
 AV0149                          SUPERSEDED SURVEY CONTROL
 AV0149
 AV0149  NGVD 29 (??/??/??)    1.133  (m)            3.72   (f) ADJUSTED    3 0
 AV0149
 AV0149.Superseded values are not recommended for survey control.
 AV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0149.See file dsdata.txt to determine how the superseded data were derived.
 AV0149
 AV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN893728(NAD 83)
 AV0149_MARKER: DB = BENCH MARK DISK
 AV0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0149_STAMPING: K 111 1948
 AV0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0149+STABILITY: SURFACE MOTION
 AV0149
 AV0149  HISTORY     - Date     Condition        Report By
 AV0149  HISTORY     - 1948     MONUMENTED       CGS
 AV0149  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0149
 AV0149                          STATION DESCRIPTION
 AV0149
 AV0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AV0149'7.8 MI E FROM CHENIERE AU TIGRE.
 AV0149'MARK IS ALONG THE GULF COAST 1.9 MILES WEST OF SOUTHWEST PASS,
 AV0149'DIRECTLY SOUTH OF THE LARGE CLUMP OF TREES (LANDMARK) ON THE NEAREST
 AV0149'SMALL POINT AND IS 37 FT. NORTH OF THE MHWL.  STANDARD BENCH MARK DISK
 AV0149'SET IN TOP OF A 3-FOOT LENGTH OF 8-INCH CONCRETE PIPE FILLED WITH
 AV0149'CONCRETE.  THE MARK PROJECTS ONE FOOT.
 AV0149
 AV0149                          STATION RECOVERY (1966)
 AV0149
 AV0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0580 ***********************************************************************
 CQ0580  DESIGNATION -  K 115
 CQ0580  PID         -  CQ0580
 CQ0580  STATE/COUNTY-  LA/OUACHITA
 CQ0580  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0580
 CQ0580                         *CURRENT SURVEY CONTROL
 CQ0580  ___________________________________________________________________
 CQ0580* NAD 83(1986)-  32 26 25.     (N)    092 10 18.     (W)     SCALED    
 CQ0580* NAVD 88     -        22.38   (+/-2cm)      73.4    (feet)  VERTCON   
 CQ0580  ___________________________________________________________________
 CQ0580  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0580
 CQ0580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0580
 CQ0580.The horizontal coordinates were scaled from a topographic map and have
 CQ0580.an estimated accuracy of +/- 6 seconds.
 CQ0580
 CQ0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0580.The vertical order pertains to the NGVD 29 superseded value.
 CQ0580
 CQ0580.The geoid height was determined by GEOID03.
 CQ0580
 CQ0580;                    North         East    Units  Estimated Accuracy
 CQ0580;SPC LA N     -   215,180.    1,030,880.      MT  (+/- 180 meters Scaled)
 CQ0580
 CQ0580                          SUPERSEDED SURVEY CONTROL
 CQ0580
 CQ0580  NGVD 29 (??/??/??)   22.419  (m)           73.55   (f) ADJUSTED    2 0
 CQ0580
 CQ0580.Superseded values are not recommended for survey control.
 CQ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0580.See file dsdata.txt to determine how the superseded data were derived.
 CQ0580
 CQ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR778895(NAD 83)
 CQ0580_MARKER: DB = BENCH MARK DISK
 CQ0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0580_SP_SET: BRIDGE
 CQ0580_STAMPING: K 115 1949
 CQ0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0580
 CQ0580  HISTORY     - Date     Condition        Report By
 CQ0580  HISTORY     - 1949     MONUMENTED       CGS
 CQ0580  HISTORY     - 1990     GOOD             USPSQD
 CQ0580  HISTORY     - 1991     GOOD             USPSQD
 CQ0580
 CQ0580                          STATION DESCRIPTION
 CQ0580
 CQ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0580'3.5 MI S FROM BROWNVILLE.
 CQ0580'3.5 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0580'HIGHWAYS 200 AND 1607 AT BROWNVILLE, 300 FEET SOUTH OF A JUNCTION WITH
 CQ0580'A SIDE ROAD LEADING EAST, 13 FEET EAST OF THE CENTER LINE OF THE
 CQ0580'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A
 CQ0580'CONCRETE BRIDGE OVER CHENIERE CREEK.
 CQ0580
 CQ0580                          STATION RECOVERY (1990)
 CQ0580
 CQ0580'RECOVERY NOTE BY US POWER SQUADRON 1990 (DBA)
 CQ0580'RECOVERED IN GOOD CONDITION.
 CQ0580
 CQ0580                          STATION RECOVERY (1991)
 CQ0580
 CQ0580'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJ)
 CQ0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0779 ***********************************************************************
 CQ0779  DESIGNATION -  K 116
 CQ0779  PID         -  CQ0779
 CQ0779  STATE/COUNTY-  LA/CALDWELL
 CQ0779  USGS QUAD   -  RIVERTON (1989)
 CQ0779
 CQ0779                         *CURRENT SURVEY CONTROL
 CQ0779  ___________________________________________________________________
 CQ0779* NAD 83(1986)-  32 13 38.     (N)    092 07 12.     (W)     SCALED    
 CQ0779* NAVD 88     -        21.79   (+/-2cm)      71.5    (feet)  VERTCON   
 CQ0779  ___________________________________________________________________
 CQ0779  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0779
 CQ0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0779
 CQ0779.The horizontal coordinates were scaled from a topographic map and have
 CQ0779.an estimated accuracy of +/- 6 seconds.
 CQ0779
 CQ0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0779.The vertical order pertains to the NGVD 29 superseded value.
 CQ0779
 CQ0779.The geoid height was determined by GEOID03.
 CQ0779
 CQ0779;                    North         East    Units  Estimated Accuracy
 CQ0779;SPC LA N     -   191,570.    1,035,820.      MT  (+/- 180 meters Scaled)
 CQ0779
 CQ0779                          SUPERSEDED SURVEY CONTROL
 CQ0779
 CQ0779  NGVD 29 (??/??/??)   21.819  (m)           71.58   (f) ADJUSTED    2 0
 CQ0779
 CQ0779.Superseded values are not recommended for survey control.
 CQ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0779.See file dsdata.txt to determine how the superseded data were derived.
 CQ0779
 CQ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR829659(NAD 83)
 CQ0779_MARKER: DB = BENCH MARK DISK
 CQ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0779_STAMPING: K 116 1949
 CQ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0779+STABILITY: SURFACE MOTION
 CQ0779
 CQ0779  HISTORY     - Date     Condition        Report By
 CQ0779  HISTORY     - 1949     MONUMENTED       CGS
 CQ0779
 CQ0779                          STATION DESCRIPTION
 CQ0779
 CQ0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0779'1.0 MI NW FROM COREY.
 CQ0779'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 1104 FROM THE MISSOURI PACIFIC
 CQ0779'RAILROAD STATION SIGN AT COREY, 200 FEET EAST OF A DIKE, 87 FEET
 CQ0779'SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE WHICH IS AT THE WEST END
 CQ0779'OF A WHITE FARMHOUSE, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CQ0779'13 FEET WEST OF THE CENTER OF A GATE, 0.9 FOOT SOUTH OF A FENCE, 1.1
 CQ0779'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0779'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0797 ***********************************************************************
 CQ0797  DESIGNATION -  K 117
 CQ0797  PID         -  CQ0797
 CQ0797  STATE/COUNTY-  LA/CALDWELL
 CQ0797  USGS QUAD   -  BLANKSTON (1989)
 CQ0797
 CQ0797                         *CURRENT SURVEY CONTROL
 CQ0797  ___________________________________________________________________
 CQ0797* NAD 83(1986)-  32 09 00.     (N)    092 10 12.     (W)     SCALED    
 CQ0797* NAVD 88     -        50.46   (+/-2cm)     165.6    (feet)  VERTCON   
 CQ0797  ___________________________________________________________________
 CQ0797  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CQ0797
 CQ0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0797
 CQ0797.The horizontal coordinates were scaled from a topographic map and have
 CQ0797.an estimated accuracy of +/- 6 seconds.
 CQ0797
 CQ0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0797.The vertical order pertains to the NGVD 29 superseded value.
 CQ0797
 CQ0797.The geoid height was determined by GEOID03.
 CQ0797
 CQ0797;                    North         East    Units  Estimated Accuracy
 CQ0797;SPC LA N     -   182,990.    1,031,130.      MT  (+/- 180 meters Scaled)
 CQ0797
 CQ0797                          SUPERSEDED SURVEY CONTROL
 CQ0797
 CQ0797  NGVD 29 (??/??/??)   50.482  (m)          165.62   (f) ADJUSTED    2 0
 CQ0797
 CQ0797.Superseded values are not recommended for survey control.
 CQ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0797.See file dsdata.txt to determine how the superseded data were derived.
 CQ0797
 CQ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR782573(NAD 83)
 CQ0797_MARKER: DB = BENCH MARK DISK
 CQ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0797_STAMPING: K 117 1949
 CQ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0797+STABILITY: SURFACE MOTION
 CQ0797
 CQ0797  HISTORY     - Date     Condition        Report By
 CQ0797  HISTORY     - 1949     MONUMENTED       CGS
 CQ0797
 CQ0797                          STATION DESCRIPTION
 CQ0797
 CQ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0797'1.2 MI NE FROM MOUNT PLEASANT.
 CQ0797'1.2 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0797'CHURCH AT MOUNT PLEASANT, ABOUT 350 FEET NORTHWEST OF A FARMHOUSE, IN
 CQ0797'THE POINT OF A Y-JUNCTION OF ROADS, ON THE EAST SLOPE OF A HILL, 26
 CQ0797'FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN OR NORTHEAST-SOUTHWEST
 CQ0797'ROAD, 24 FEET NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD LEADING
 CQ0797'SOUTHEAST TO THE FARMHOUSE, 1.3 FEET SOUTHWEST OF A REFERENCE POST,
 CQ0797'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING
 CQ0797'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0662 ***********************************************************************
 CQ0662  DESIGNATION -  K 118
 CQ0662  PID         -  CQ0662
 CQ0662  STATE/COUNTY-  LA/OUACHITA
 CQ0662  USGS QUAD   -  CADEVILLE (1982)
 CQ0662
 CQ0662                         *CURRENT SURVEY CONTROL
 CQ0662  ___________________________________________________________________
 CQ0662* NAD 83(1986)-  32 23 27.     (N)    092 19 30.     (W)     SCALED    
 CQ0662* NAVD 88     -        64.46   (+/-2cm)     211.5    (feet)  VERTCON   
 CQ0662  ___________________________________________________________________
 CQ0662  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0662
 CQ0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0662
 CQ0662.The horizontal coordinates were scaled from a topographic map and have
 CQ0662.an estimated accuracy of +/- 6 seconds.
 CQ0662
 CQ0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0662.The vertical order pertains to the NGVD 29 superseded value.
 CQ0662
 CQ0662.The geoid height was determined by GEOID03.
 CQ0662
 CQ0662;                    North         East    Units  Estimated Accuracy
 CQ0662;SPC LA N     -   209,660.    1,016,470.      MT  (+/- 180 meters Scaled)
 CQ0662
 CQ0662                          SUPERSEDED SURVEY CONTROL
 CQ0662
 CQ0662  NGVD 29 (??/??/??)   64.503  (m)          211.62   (f) ADJUSTED    2 0
 CQ0662
 CQ0662.Superseded values are not recommended for survey control.
 CQ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0662.See file dsdata.txt to determine how the superseded data were derived.
 CQ0662
 CQ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR634839(NAD 83)
 CQ0662_MARKER: DB = BENCH MARK DISK
 CQ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0662_STAMPING: K 118 1949
 CQ0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0662+STABILITY: SURFACE MOTION
 CQ0662
 CQ0662  HISTORY     - Date     Condition        Report By
 CQ0662  HISTORY     - 1949     MONUMENTED       CGS
 CQ0662  HISTORY     - 1950     GOOD             CGS
 CQ0662  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0662
 CQ0662                          STATION DESCRIPTION
 CQ0662
 CQ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0662'1.0 MI N FROM OKALOOSA.
 CQ0662'1.0 MILE NORTH ALONG STATE HIGHWAY NO. 1298 FROM THE OKALOOSA SCHOOL
 CQ0662'AT OKALHOOSA, AT THE SUMMIT OF A HILL, IN THE EAST EDGE OF A WOODS,
 CQ0662'ABOUT 0.1 MILE NORTH OF A FARMHOUSE ON THE WEST SIDE OF THE HIGHWAY,
 CQ0662'39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET WEST OF A
 CQ0662'POWER LINE POLE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF
 CQ0662'A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 CQ0662'GROUND.
 CQ0662
 CQ0662                          STATION RECOVERY (1990)
 CQ0662
 CQ0662'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0895 ***********************************************************************
 CQ0895  DESIGNATION -  K 119
 CQ0895  PID         -  CQ0895
 CQ0895  STATE/COUNTY-  LA/CALDWELL
 CQ0895  USGS QUAD   -  CHATHAM SE (1982)
 CQ0895
 CQ0895                         *CURRENT SURVEY CONTROL
 CQ0895  ___________________________________________________________________
 CQ0895* NAD 83(1986)-  32 15 04.     (N)    092 18 15.     (W)     SCALED    
 CQ0895* NAVD 88     -        57.55   (+/-2cm)     188.8    (feet)  VERTCON   
 CQ0895  ___________________________________________________________________
 CQ0895  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ0895
 CQ0895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0895
 CQ0895.The horizontal coordinates were scaled from a topographic map and have
 CQ0895.an estimated accuracy of +/- 6 seconds.
 CQ0895
 CQ0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0895.The vertical order pertains to the NGVD 29 superseded value.
 CQ0895
 CQ0895.The geoid height was determined by GEOID03.
 CQ0895
 CQ0895;                    North         East    Units  Estimated Accuracy
 CQ0895;SPC LA N     -   194,170.    1,018,450.      MT  (+/- 180 meters Scaled)
 CQ0895
 CQ0895                          SUPERSEDED SURVEY CONTROL
 CQ0895
 CQ0895  NGVD 29 (??/??/??)   57.582  (m)          188.92   (f) ADJUSTED    2 0
 CQ0895
 CQ0895.Superseded values are not recommended for survey control.
 CQ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0895.See file dsdata.txt to determine how the superseded data were derived.
 CQ0895
 CQ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR655684(NAD 83)
 CQ0895_MARKER: DB = BENCH MARK DISK
 CQ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0895_STAMPING: K 119 1949
 CQ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0895+STABILITY: SURFACE MOTION
 CQ0895
 CQ0895  HISTORY     - Date     Condition        Report By
 CQ0895  HISTORY     - 1949     MONUMENTED       CGS
 CQ0895  HISTORY     - 1950     GOOD             CGS
 CQ0895  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0895
 CQ0895                          STATION DESCRIPTION
 CQ0895
 CQ0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0895'2.45 MI NW FROM VIXEN.
 CQ0895'2.45 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM THE ROAD JUNCTION AT
 CQ0895'VIXEN, AT THE JUNCTION WITH A TRACK ROAD LEADING NORTH, 25 FEET EAST
 CQ0895'OF THE CENTER LINE OF THE TRACK ROAD, 73 FEET NORTH OF THE CENTER LINE
 CQ0895'OF THE HIGHWAY, 43 FEET NORTHEAST OF A POWER POLE, 17 FEET NORTHEAST
 CQ0895'OF A 14 INCH BLAZED PINE TREE, 1.6 FEET SOUTH OF A WITNESS POST, SET
 CQ0895'IN THE TOP OF A CONCRETE POST.  NOTE-- STATE HIGHWAY 17 IS NOW STATE
 CQ0895'HIGHWAY 4.
 CQ0895
 CQ0895                          STATION RECOVERY (1978)
 CQ0895
 CQ0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0816 ***********************************************************************
 CQ0816  DESIGNATION -  K 120
 CQ0816  PID         -  CQ0816
 CQ0816  STATE/COUNTY-  LA/CALDWELL
 CQ0816  USGS QUAD   -  CLARKS (1989)
 CQ0816
 CQ0816                         *CURRENT SURVEY CONTROL
 CQ0816  ___________________________________________________________________
 CQ0816* NAD 83(1986)-  32 06 08.     (N)    092 11 15.     (W)     SCALED    
 CQ0816* NAVD 88     -        40.22   (+/-2cm)     132.0    (feet)  VERTCON   
 CQ0816  ___________________________________________________________________
 CQ0816  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0816
 CQ0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0816
 CQ0816.The horizontal coordinates were scaled from a topographic map and have
 CQ0816.an estimated accuracy of +/- 6 seconds.
 CQ0816
 CQ0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0816.The vertical order pertains to the NGVD 29 superseded value.
 CQ0816
 CQ0816.The geoid height was determined by GEOID03.
 CQ0816
 CQ0816;                    North         East    Units  Estimated Accuracy
 CQ0816;SPC LA N     -   177,690.    1,029,490.      MT  (+/- 180 meters Scaled)
 CQ0816
 CQ0816                          SUPERSEDED SURVEY CONTROL
 CQ0816
 CQ0816  NGVD 29 (??/??/??)   40.239  (m)          132.02   (f) ADJUSTED    2 0
 CQ0816
 CQ0816.Superseded values are not recommended for survey control.
 CQ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0816.See file dsdata.txt to determine how the superseded data were derived.
 CQ0816
 CQ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR766520(NAD 83)
 CQ0816_MARKER: DB = BENCH MARK DISK
 CQ0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0816_STAMPING: K 120 1949
 CQ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0816+STABILITY: SURFACE MOTION
 CQ0816
 CQ0816  HISTORY     - Date     Condition        Report By
 CQ0816  HISTORY     - 1949     MONUMENTED       CGS
 CQ0816  HISTORY     - 1950     GOOD             CGS
 CQ0816  HISTORY     - 19860110 MARK NOT FOUND   USPSQD
 CQ0816
 CQ0816                          STATION DESCRIPTION
 CQ0816
 CQ0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0816'3.4 MI S FROM MOUNT PLEASANT.
 CQ0816'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE MOUNT PLEASANT
 CQ0816'CHURCH AT MOUNT PLEASANT, THENCE 2.1 MILES SOUTH ALONG A PARISH ROAD.
 CQ0816'AT A T-JUNCTION OF ROADS, 24 FEET WEST OF THE CENTER LINE OF THE
 CQ0816'NORTH-SOUTH ROAD, 22 FEET SOUTH OF THE CENTER LINE OF A SIDE ROAD
 CQ0816'LEADING WEST, 16 FEET NORTHEAST OF AN 8-INCH PINE WITH A TRIANGULAR
 CQ0816'BLAZE ON THE EAST SIDE OF THE TREE, 7 FEET WEST OF A 6-INCH PINE WITH
 CQ0816'A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, 1.4 FEET
 CQ0816'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CQ0816'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CQ0816
 CQ0816                          STATION RECOVERY (1986)
 CQ0816
 CQ0816'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1476 ***********************************************************************
 BX1476  DESIGNATION -  K 121
 BX1476  PID         -  BX1476
 BX1476  STATE/COUNTY-  LA/WINN
 BX1476  USGS QUAD   -  CALVIN (1983)
 BX1476
 BX1476                         *CURRENT SURVEY CONTROL
 BX1476  ___________________________________________________________________
 BX1476* NAD 83(1986)-  31 54 17.     (N)    092 48 23.     (W)     SCALED    
 BX1476* NAVD 88     -        73.33   (+/-2cm)     240.6    (feet)  VERTCON   
 BX1476  ___________________________________________________________________
 BX1476  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX1476
 BX1476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1476
 BX1476.The horizontal coordinates were scaled from a topographic map and have
 BX1476.an estimated accuracy of +/- 6 seconds.
 BX1476
 BX1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1476.The vertical order pertains to the NGVD 29 superseded value.
 BX1476
 BX1476.The geoid height was determined by GEOID03.
 BX1476
 BX1476;                    North         East    Units  Estimated Accuracy
 BX1476;SPC LA N     -   155,790.      971,020.      MT  (+/- 180 meters Scaled)
 BX1476
 BX1476                          SUPERSEDED SURVEY CONTROL
 BX1476
 BX1476  NGVD 29 (??/??/??)   73.352  (m)          240.66   (f) ADJUSTED    2 0
 BX1476
 BX1476.Superseded values are not recommended for survey control.
 BX1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1476.See file dsdata.txt to determine how the superseded data were derived.
 BX1476
 BX1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR183298(NAD 83)
 BX1476_MARKER: DB = BENCH MARK DISK
 BX1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1476_STAMPING: K 121 1949
 BX1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1476+STABILITY: SURFACE MOTION
 BX1476
 BX1476  HISTORY     - Date     Condition        Report By
 BX1476  HISTORY     - 1949     MONUMENTED       CGS
 BX1476
 BX1476                          STATION DESCRIPTION
 BX1476
 BX1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1476'10.7 MI W FROM WINNFIELD.
 BX1476'9.7 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1476'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 65 FEET WEST OF THE
 BX1476'CENTER LINE OF THE ROAD, 20.0 FEET SOUTHEAST OF A 16 INCH TRIANGULAR
 BX1476'BLAZED PINE TREE, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 BX1476'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1652 ***********************************************************************
 BX1652  DESIGNATION -  K 122
 BX1652  PID         -  BX1652
 BX1652  STATE/COUNTY-  LA/GRANT
 BX1652  USGS QUAD   -  WILLIANA (1985)
 BX1652
 BX1652                         *CURRENT SURVEY CONTROL
 BX1652  ___________________________________________________________________
 BX1652* NAD 83(1986)-  31 44 20.     (N)    092 32 19.     (W)     SCALED    
 BX1652* NAVD 88     -        50.52   (+/-2cm)     165.7    (feet)  VERTCON   
 BX1652  ___________________________________________________________________
 BX1652  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1652
 BX1652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1652
 BX1652.The horizontal coordinates were scaled from a topographic map and have
 BX1652.an estimated accuracy of +/- 6 seconds.
 BX1652
 BX1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1652.The vertical order pertains to the NGVD 29 superseded value.
 BX1652
 BX1652.The geoid height was determined by GEOID03.
 BX1652
 BX1652;                    North         East    Units  Estimated Accuracy
 BX1652;SPC LA N     -   137,360.      996,340.      MT  (+/- 180 meters Scaled)
 BX1652
 BX1652                          SUPERSEDED SURVEY CONTROL
 BX1652
 BX1652  NGVD 29 (??/??/??)   50.527  (m)          165.77   (f) ADJUSTED    2 0
 BX1652
 BX1652.Superseded values are not recommended for survey control.
 BX1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1652.See file dsdata.txt to determine how the superseded data were derived.
 BX1652
 BX1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR437115(NAD 83)
 BX1652_MARKER: DB = BENCH MARK DISK
 BX1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1652_STAMPING: K 122 1949
 BX1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1652+STABILITY: SURFACE MOTION
 BX1652
 BX1652  HISTORY     - Date     Condition        Report By
 BX1652  HISTORY     - 1949     MONUMENTED       CGS
 BX1652
 BX1652                          STATION DESCRIPTION
 BX1652
 BX1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1652'5.9 MI SE FROM PACKTON.
 BX1652'0.15 MILE WEST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1652'RAILROAD STATION AT PACKTON, THENCE 3.75 MILES SOUTH ALONG U.S.
 BX1652'HIGHWAY 167, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, 36 FEET
 BX1652'NORTH OF THE CENTER LINE OF THE ROAD, 19.0 FEET NORTHWEST OF A 20 INCH
 BX1652'TRIANGULAR BLAZED PINE TREE, 2.0 FEET EAST OF A WITNESS POST, SET IN
 BX1652'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0572 ***********************************************************************
 CQ0572  DESIGNATION -  K 123 RESET 1959
 CQ0572  PID         -  CQ0572
 CQ0572  STATE/COUNTY-  LA/CALDWELL
 CQ0572  USGS QUAD   -  COLUMBIA (1989)
 CQ0572
 CQ0572                         *CURRENT SURVEY CONTROL
 CQ0572  ___________________________________________________________________
 CQ0572* NAD 83(1986)-  32 01 01.     (N)    092 02 50.     (W)     SCALED    
 CQ0572* NAVD 88     -        60.84   (+/-2cm)     199.6    (feet)  VERTCON   
 CQ0572  ___________________________________________________________________
 CQ0572  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0572
 CQ0572  VERT ORDER  -  THIRD (See Below)
 CQ0572
 CQ0572.The horizontal coordinates were scaled from a topographic map and have
 CQ0572.an estimated accuracy of +/- 6 seconds.
 CQ0572
 CQ0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0572.The vertical order pertains to the NGVD 29 superseded value.
 CQ0572
 CQ0572.The geoid height was determined by GEOID03.
 CQ0572
 CQ0572;                    North         East    Units  Estimated Accuracy
 CQ0572;SPC LA N     -   168,280.    1,042,770.      MT  (+/- 180 meters Scaled)
 CQ0572
 CQ0572                          SUPERSEDED SURVEY CONTROL
 CQ0572
 CQ0572  NGVD 29 (??/??/??)   60.85   (m)          199.6    (f) RESET       3  
 CQ0572
 CQ0572.Superseded values are not recommended for survey control.
 CQ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0572.See file dsdata.txt to determine how the superseded data were derived.
 CQ0572
 CQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR899427(NAD 83)
 CQ0572_MARKER: DB = BENCH MARK DISK
 CQ0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0572+STABILITY: SURFACE MOTION
 CQ0572
 CQ0572  HISTORY     - Date     Condition        Report By
 CQ0572  HISTORY     - 1959     MONUMENTED       RBNF
 CQ0572  HISTORY     - 1959     GOOD             CGS
 CQ0572
 CQ0572                          STATION DESCRIPTION
 CQ0572
 CQ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CQ0572'0.25 MI N FROM HOLUM.
 CQ0572'THE MARK IS LOCATED 0.25 MILE ALONG STATE HIGHWAYS 126 AND 849 FROM
 CQ0572'THEIR JUNCTION, THENCE NORTHEAST ALONG STATE HIGHWAY 849 FOR 2.75
 CQ0572'MILES, 0.15 MILE SOUTH-EAST OF A SIDE ROAD LEADING SOUTHWEST, IN A
 CQ0572'TIMBERED AREA, 43 FEET EAST OF THE CENTER OF THE HIGHWAY, 15.3 FEET
 CQ0572'SOUTHWEST OF A 2 FOOT OAK TREE, AND 1.5 FEET EAST OF A METAL WITNESS
 CQ0572'POST BEARING A WHITE SIGN, AND SET IN THE TOP OF A 12 INCH ROUND
 CQ0572'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0438 ***********************************************************************
 BX0438  DESIGNATION -  K 124
 BX0438  PID         -  BX0438
 BX0438  STATE/COUNTY-  LA/CALDWELL
 BX0438  USGS QUAD   -  OLLA EAST (1984)
 BX0438
 BX0438                         *CURRENT SURVEY CONTROL
 BX0438  ___________________________________________________________________
 BX0438* NAD 83(1986)-  31 59 46.     (N)    092 08 10.     (W)     SCALED    
 BX0438* NAVD 88     -        51.84   (+/-2cm)     170.1    (feet)  VERTCON   
 BX0438  ___________________________________________________________________
 BX0438  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0438
 BX0438  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0438
 BX0438.The horizontal coordinates were scaled from a topographic map and have
 BX0438.an estimated accuracy of +/- 6 seconds.
 BX0438
 BX0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0438.The vertical order pertains to the NGVD 29 superseded value.
 BX0438
 BX0438.The geoid height was determined by GEOID03.
 BX0438
 BX0438;                    North         East    Units  Estimated Accuracy
 BX0438;SPC LA N     -   165,940.    1,034,380.      MT  (+/- 180 meters Scaled)
 BX0438
 BX0438                          SUPERSEDED SURVEY CONTROL
 BX0438
 BX0438  NGVD 29 (??/??/??)   51.851  (m)          170.11   (f) ADJUSTED    1 2
 BX0438
 BX0438.Superseded values are not recommended for survey control.
 BX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0438.See file dsdata.txt to determine how the superseded data were derived.
 BX0438
 BX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR816403(NAD 83)
 BX0438_MARKER: DB = BENCH MARK DISK
 BX0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0438_STAMPING: K 124 1949
 BX0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0438+STABILITY: SURFACE MOTION
 BX0438
 BX0438  HISTORY     - Date     Condition        Report By
 BX0438  HISTORY     - 1949     MONUMENTED       CGS
 BX0438  HISTORY     - 1965     GOOD             CGS
 BX0438
 BX0438                          STATION DESCRIPTION
 BX0438
 BX0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0438'4.15 MI NE FROM KELLY.
 BX0438'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0438'POST OFFICE AT KELLY, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED
 BX0438'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 BX0438'NORTHEAST ALONG U.S. HIGHWAY 165, THENCE 0.35 MILE SOUTH ALONG A PAVED
 BX0438'ROAD, THENCE 0.5 MILE SOUTHEAST ALONG A GRAVELED ROAD, ABOUT 0.35 MILE
 BX0438'EAST OF A GAS PIPELINE CROSSING AND THE INTERSECTION OF A GRAVELED
 BX0438'ROAD, ABOUT 0.15 MILE WEST OF A WOODEN BRIDGE, 39 1/2 FEET NORTH OF
 BX0438'THE CENTER LINE OF THE ROAD, 9 1/2 FEET NORTHWEST OF A POWER POLE,
 BX0438'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BX0438'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0508 ***********************************************************************
 BX0508  DESIGNATION -  K 125
 BX0508  PID         -  BX0508
 BX0508  STATE/COUNTY-  LA/LA SALLE
 BX0508  USGS QUAD   -  TULLOS (1984)
 BX0508
 BX0508                         *CURRENT SURVEY CONTROL
 BX0508  ___________________________________________________________________
 BX0508* NAD 83(1986)-  31 47 53.     (N)    092 18 07.     (W)     SCALED    
 BX0508* NAVD 88     -        28.33   (+/-2cm)      92.9    (feet)  VERTCON   
 BX0508  ___________________________________________________________________
 BX0508  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0508
 BX0508  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0508
 BX0508.The horizontal coordinates were scaled from a topographic map and have
 BX0508.an estimated accuracy of +/- 6 seconds.
 BX0508
 BX0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0508.The vertical order pertains to the NGVD 29 superseded value.
 BX0508
 BX0508.The geoid height was determined by GEOID03.
 BX0508
 BX0508;                    North         East    Units  Estimated Accuracy
 BX0508;SPC LA N     -   143,940.    1,018,750.      MT  (+/- 180 meters Scaled)
 BX0508
 BX0508                          SUPERSEDED SURVEY CONTROL
 BX0508
 BX0508  NGVD 29 (??/??/??)   28.341  (m)           92.98   (f) ADJUSTED    1 2
 BX0508
 BX0508.Superseded values are not recommended for survey control.
 BX0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0508.See file dsdata.txt to determine how the superseded data were derived.
 BX0508
 BX0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR660182(NAD 83)
 BX0508_MARKER: DB = BENCH MARK DISK
 BX0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0508_STAMPING: K 125 1950
 BX0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0508+STABILITY: SURFACE MOTION
 BX0508
 BX0508  HISTORY     - Date     Condition        Report By
 BX0508  HISTORY     - 1950     MONUMENTED       CGS
 BX0508  HISTORY     - 1965     GOOD             CGS
 BX0508  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0508
 BX0508                          STATION DESCRIPTION
 BX0508
 BX0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0508'2.65 MI SE FROM TULLOS.
 BX0508'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 125 FROM THE FIRST
 BX0508'BAPTIST CHURCH AT TULLOS, THENCE 2.25 MILES SOUTHEAST ALONG U.S.
 BX0508'HIGHWAY 84, IN SECTION 31, T 10 N, R 2 E, 54 FEET SOUTHWEST OF THE
 BX0508'CENTER LINE OF THE HIGHWAY, 78 FEET SOUTHEAST OF POWER POLE NUMBER
 BX0508'252, 5 1/2 FEET NORTHEAST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY,
 BX0508'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE--
 BX0508'THIS MARK IS BADLY CHIPPED ON THE NORTHWEST SIDE, BUT IS STILL SOLID.
 BX0508
 BX0508                          STATION RECOVERY (1981)
 BX0508
 BX0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0537 ***********************************************************************
 BX0537  DESIGNATION -  K 126
 BX0537  PID         -  BX0537
 BX0537  STATE/COUNTY-  LA/LA SALLE
 BX0537  USGS QUAD   -  JENA EAST (1985)
 BX0537
 BX0537                         *CURRENT SURVEY CONTROL
 BX0537  ___________________________________________________________________
 BX0537* NAD 83(1986)-  31 40 47.     (N)    092 05 45.     (W)     SCALED    
 BX0537* NAVD 88     -        51.03   (+/-2cm)     167.4    (feet)  VERTCON   
 BX0537  ___________________________________________________________________
 BX0537  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0537
 BX0537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0537
 BX0537.The horizontal coordinates were scaled from a topographic map and have
 BX0537.an estimated accuracy of +/- 6 seconds.
 BX0537
 BX0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0537.The vertical order pertains to the NGVD 29 superseded value.
 BX0537
 BX0537.The geoid height was determined by GEOID03.
 BX0537
 BX0537;                    North         East    Units  Estimated Accuracy
 BX0537;SPC LA N     -   130,870.    1,038,320.      MT  (+/- 180 meters Scaled)
 BX0537
 BX0537                          SUPERSEDED SURVEY CONTROL
 BX0537
 BX0537  NGVD 29 (??/??/??)   51.025  (m)          167.40   (f) ADJUSTED    2 0
 BX0537
 BX0537.Superseded values are not recommended for survey control.
 BX0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0537.See file dsdata.txt to determine how the superseded data were derived.
 BX0537
 BX0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR857052(NAD 83)
 BX0537_MARKER: DB = BENCH MARK DISK
 BX0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0537_STAMPING: K 126 1950
 BX0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0537+STABILITY: SURFACE MOTION
 BX0537
 BX0537  HISTORY     - Date     Condition        Report By
 BX0537  HISTORY     - 1950     MONUMENTED       CGS
 BX0537
 BX0537                          STATION DESCRIPTION
 BX0537
 BX0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0537'2.25 MI E FROM JENA.
 BX0537'0.25 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE JENA GRADE SCHOOL AT
 BX0537'JENA, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 1011.  AT THE HOME OF
 BX0537'A. JESCLARD, 59.8 FEET NORTHEAST OF THE EAST CORNER OF THE JESCLARD
 BX0537'HATCHERY, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET
 BX0537'EAST OF A 14 INCH OAK TREE, 15.5 FEET NORTH OF AN 8 INCH OAK TREE, 2.0
 BX0537'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0537'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0764 ***********************************************************************
 CQ0764  DESIGNATION -  K 127
 CQ0764  PID         -  CQ0764
 CQ0764  STATE/COUNTY-  LA/JACKSON
 CQ0764  USGS QUAD   -  CHATHAM SE (1982)
 CQ0764
 CQ0764                         *CURRENT SURVEY CONTROL
 CQ0764  ___________________________________________________________________
 CQ0764* NAD 83(1986)-  32 18 24.     (N)    092 21 40.     (W)     SCALED    
 CQ0764* NAVD 88     -        49.38   (+/-2cm)     162.0    (feet)  VERTCON   
 CQ0764  ___________________________________________________________________
 CQ0764  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0764
 CQ0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0764
 CQ0764.The horizontal coordinates were scaled from a topographic map and have
 CQ0764.an estimated accuracy of +/- 6 seconds.
 CQ0764
 CQ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0764.The vertical order pertains to the NGVD 29 superseded value.
 CQ0764
 CQ0764.The geoid height was determined by GEOID03.
 CQ0764
 CQ0764;                    North         East    Units  Estimated Accuracy
 CQ0764;SPC LA N     -   200,320.    1,013,080.      MT  (+/- 180 meters Scaled)
 CQ0764
 CQ0764                          SUPERSEDED SURVEY CONTROL
 CQ0764
 CQ0764  NGVD 29 (??/??/??)   49.424  (m)          162.15   (f) ADJUSTED    2 0
 CQ0764
 CQ0764.Superseded values are not recommended for survey control.
 CQ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0764.See file dsdata.txt to determine how the superseded data were derived.
 CQ0764
 CQ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR601746(NAD 83)
 CQ0764_MARKER: DB = BENCH MARK DISK
 CQ0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0764_SP_SET: BRIDGE
 CQ0764_STAMPING: K 127 1950
 CQ0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0764
 CQ0764  HISTORY     - Date     Condition        Report By
 CQ0764  HISTORY     - 1950     MONUMENTED       CGS
 CQ0764
 CQ0764                          STATION DESCRIPTION
 CQ0764
 CQ0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0764'6.4 MI NE FROM CHATHAM.
 CQ0764'1.55 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE RAILROAD STATION
 CQ0764'AT CHATHAM, THENCE 4.85 MILES EAST ALONG A GRAVELED ROAD.  0.5 MILE
 CQ0764'WEST OF BENCH MARK D 119, 12 FEET SOUTH OF THE CENTER LINE OF THE
 CQ0764'HIGHWAY, AND SET IN THE TOP OF THE WEST END OF THE SOUTH CURB OF A
 CQ0764'75-FOOT CONCRETE BRIDGE OVER A SMALL STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0028 ***********************************************************************
 CQ0028  DESIGNATION -  K 128
 CQ0028  PID         -  CQ0028
 CQ0028  STATE/COUNTY-  LA/OUACHITA
 CQ0028  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0028
 CQ0028                         *CURRENT SURVEY CONTROL
 CQ0028  ___________________________________________________________________
 CQ0028* NAD 83(1986)-  32 31 13.     (N)    092 07 54.     (W)     SCALED    
 CQ0028* NAVD 88     -        24.813  (meters)      81.41   (feet)  ADJUSTED  
 CQ0028  ___________________________________________________________________
 CQ0028  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0028  DYNAMIC HT  -          24.785 (meters)      81.32  (feet)  COMP
 CQ0028  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CQ0028
 CQ0028  VERT ORDER  -  FIRST     CLASS I
 CQ0028
 CQ0028.The horizontal coordinates were scaled from a topographic map and have
 CQ0028.an estimated accuracy of +/- 6 seconds.
 CQ0028
 CQ0028.The orthometric height was determined by differential leveling
 CQ0028.and adjusted by the National Geodetic Survey in June 1991..
 CQ0028
 CQ0028.The geoid height was determined by GEOID03.
 CQ0028
 CQ0028.The dynamic height is computed by dividing the NAVD 88
 CQ0028.geopotential number by the normal gravity value computed on the
 CQ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0028.degrees latitude (g = 980.6199 gals.).
 CQ0028
 CQ0028.The modeled gravity was interpolated from observed gravity values.
 CQ0028
 CQ0028;                    North         East    Units  Estimated Accuracy
 CQ0028;SPC LA N     -   224,060.    1,034,610.      MT  (+/- 180 meters Scaled)
 CQ0028
 CQ0028                          SUPERSEDED SURVEY CONTROL
 CQ0028
 CQ0028  NGVD 29 (??/??/??)   24.860  (m)           81.56   (f) ADJUSTED    1 1
 CQ0028
 CQ0028.Superseded values are not recommended for survey control.
 CQ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0028.See file dsdata.txt to determine how the superseded data were derived.
 CQ0028
 CQ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR815984(NAD 83)
 CQ0028_MARKER: DB = BENCH MARK DISK
 CQ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0028_STAMPING: K 128 1950
 CQ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0028+STABILITY: SURFACE MOTION
 CQ0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0028+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ0028
 CQ0028  HISTORY     - Date     Condition        Report By
 CQ0028  HISTORY     - 1950     MONUMENTED       CGS
 CQ0028  HISTORY     - 1969     GOOD             CGS
 CQ0028  HISTORY     - 20030301 GOOD             USPSQD
 CQ0028
 CQ0028                          STATION DESCRIPTION
 CQ0028
 CQ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0028'2.1 MI NW FROM MONROE.
 CQ0028'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0028'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0028'THENCE 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 80 WHICH IS LOUISVILLE
 CQ0028'STREET, THENCE 1.0 MILE NORTHWEST ALONG RIVERSIDE DRIVE, 28 FEET
 CQ0028'SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 121 FEET NORTHWEST OF THE
 CQ0028'EXTENDED CENTER LINE OF FORSYTHE AVENUE, 47 FEET NORTHEAST OF THE
 CQ0028'CENTER LINE OF A LEVEE, 2 FEET SOUTHWEST OF A POWER POLE WHICH IS
 CQ0028'BRACED BY 2 GUY WIRES AND BEARS A STREET LIGHT, ABOUT 2 FEET ABOVE THE
 CQ0028'DRIVE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 CQ0028'ABOVE THE SURFACE OF THE GROUND.
 CQ0028
 CQ0028                          STATION RECOVERY (2003)
 CQ0028
 CQ0028'RECOVERY NOTE BY US POWER SQUADRON 2003 (LIL)
 CQ0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0843 ***********************************************************************
 CQ0843  DESIGNATION -  K 129
 CQ0843  PID         -  CQ0843
 CQ0843  STATE/COUNTY-  LA/CALDWELL
 CQ0843  USGS QUAD   -  CLARKS (1989)
 CQ0843
 CQ0843                         *CURRENT SURVEY CONTROL
 CQ0843  ___________________________________________________________________
 CQ0843* NAD 83(1986)-  32 05 03.     (N)    092 14 58.     (W)     SCALED    
 CQ0843* NAVD 88     -        55.15   (+/-2cm)     180.9    (feet)  VERTCON   
 CQ0843  ___________________________________________________________________
 CQ0843  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0843
 CQ0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0843
 CQ0843.The horizontal coordinates were scaled from a topographic map and have
 CQ0843.an estimated accuracy of +/- 6 seconds.
 CQ0843
 CQ0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0843.The vertical order pertains to the NGVD 29 superseded value.
 CQ0843
 CQ0843.The geoid height was determined by GEOID03.
 CQ0843
 CQ0843;                    North         East    Units  Estimated Accuracy
 CQ0843;SPC LA N     -   175,670.    1,023,650.      MT  (+/- 180 meters Scaled)
 CQ0843
 CQ0843                          SUPERSEDED SURVEY CONTROL
 CQ0843
 CQ0843  NGVD 29 (??/??/??)   55.170  (m)          181.00   (f) ADJUSTED    2 0
 CQ0843
 CQ0843.Superseded values are not recommended for survey control.
 CQ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0843.See file dsdata.txt to determine how the superseded data were derived.
 CQ0843
 CQ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR708500(NAD 83)
 CQ0843_MARKER: DB = BENCH MARK DISK
 CQ0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0843_STAMPING: K 129 1950
 CQ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0843+STABILITY: SURFACE MOTION
 CQ0843
 CQ0843  HISTORY     - Date     Condition        Report By
 CQ0843  HISTORY     - 1950     MONUMENTED       CGS
 CQ0843  HISTORY     - 19860110 MARK NOT FOUND   USPSQD
 CQ0843
 CQ0843                          STATION DESCRIPTION
 CQ0843
 CQ0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0843'9.6 MI NW FROM GRAYSON.
 CQ0843'6.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 110 FROM THE POST OFFICE
 CQ0843'AT GRAYSON, THENCE 2.1 MILES WEST ALONG A PARISH ROAD, THENCE 0.8 MILE
 CQ0843'NORTHWEST ALONG A PARISH ROAD, AT THE SUMMIT OF A HILL, 38 FEET
 CQ0843'NORTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTH OF THE CENTER
 CQ0843'LINE OF A FAINT WOODS ROAD LEADING EAST INTO THE WOODS, 12 FEET EAST
 CQ0843'OF A 20-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE
 CQ0843'TREE, 1.8 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 CQ0843'CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 CQ0843'GROUND.
 CQ0843
 CQ0843                          STATION RECOVERY (1986)
 CQ0843
 CQ0843'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0574 ***********************************************************************
 CQ0574  DESIGNATION -  K 130
 CQ0574  PID         -  CQ0574
 CQ0574  STATE/COUNTY-  LA/CALDWELL
 CQ0574  USGS QUAD   -  COLUMBIA (1989)
 CQ0574
 CQ0574                         *CURRENT SURVEY CONTROL
 CQ0574  ___________________________________________________________________
 CQ0574* NAD 83(1986)-  32 00 42.     (N)    092 01 41.     (W)     SCALED    
 CQ0574* NAVD 88     -        60.82   (+/-2cm)     199.5    (feet)  VERTCON   
 CQ0574  ___________________________________________________________________
 CQ0574  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0574
 CQ0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0574
 CQ0574.The horizontal coordinates were scaled from a topographic map and have
 CQ0574.an estimated accuracy of +/- 6 seconds.
 CQ0574
 CQ0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0574.The vertical order pertains to the NGVD 29 superseded value.
 CQ0574
 CQ0574.The geoid height was determined by GEOID03.
 CQ0574
 CQ0574;                    North         East    Units  Estimated Accuracy
 CQ0574;SPC LA N     -   167,700.    1,044,590.      MT  (+/- 180 meters Scaled)
 CQ0574
 CQ0574                          SUPERSEDED SURVEY CONTROL
 CQ0574
 CQ0574  NGVD 29 (??/??/??)   60.828  (m)          199.57   (f) ADJUSTED    2 0
 CQ0574
 CQ0574.Superseded values are not recommended for survey control.
 CQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0574.See file dsdata.txt to determine how the superseded data were derived.
 CQ0574
 CQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR917421(NAD 83)
 CQ0574_MARKER: DB = BENCH MARK DISK
 CQ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0574_STAMPING: K 130 1950
 CQ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0574+STABILITY: SURFACE MOTION
 CQ0574
 CQ0574  HISTORY     - Date     Condition        Report By
 CQ0574  HISTORY     - 1950     MONUMENTED       CGS
 CQ0574
 CQ0574                          STATION DESCRIPTION
 CQ0574
 CQ0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0574'8.0 MI SE FROM COLUMBIA.
 CQ0574'1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST CHURCH
 CQ0574'AT COLUMBIA, THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 1086,
 CQ0574'THENCE 1.0 MILE SOUTHEAST ALONG A DIRT ROAD.  38 FEET NORTHEAST OF THE
 CQ0574'CENTER LINE OF THE ROAD, 33 FEET EAST OF A 14 INCH TRIANGULAR BLAZED
 CQ0574'OAK TREE, 10 FEET WEST OF A 14 INCH TRIANGULAR BLAZED OAK TREE, 2.0
 CQ0574'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ0574'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0470 ***********************************************************************
 BX0470  DESIGNATION -  K 131
 BX0470  PID         -  BX0470
 BX0470  STATE/COUNTY-  LA/LA SALLE
 BX0470  USGS QUAD   -  NICKEL (1984)
 BX0470
 BX0470                         *CURRENT SURVEY CONTROL
 BX0470  ___________________________________________________________________
 BX0470* NAD 83(1986)-  31 51 31.     (N)    092 05 34.     (W)     SCALED    
 BX0470* NAVD 88     -        69.56   (+/-2cm)     228.2    (feet)  VERTCON   
 BX0470  ___________________________________________________________________
 BX0470  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0470
 BX0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0470
 BX0470.The horizontal coordinates were scaled from a topographic map and have
 BX0470.an estimated accuracy of +/- 6 seconds.
 BX0470
 BX0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0470.The vertical order pertains to the NGVD 29 superseded value.
 BX0470
 BX0470.The geoid height was determined by GEOID03.
 BX0470
 BX0470;                    North         East    Units  Estimated Accuracy
 BX0470;SPC LA N     -   150,710.    1,038,540.      MT  (+/- 180 meters Scaled)
 BX0470
 BX0470                          SUPERSEDED SURVEY CONTROL
 BX0470
 BX0470  NGVD 29 (??/??/??)   69.564  (m)          228.23   (f) ADJUSTED    2 0
 BX0470
 BX0470.Superseded values are not recommended for survey control.
 BX0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0470.See file dsdata.txt to determine how the superseded data were derived.
 BX0470
 BX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR858251(NAD 83)
 BX0470_MARKER: DB = BENCH MARK DISK
 BX0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0470_STAMPING: K 131 1950
 BX0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0470+STABILITY: SURFACE MOTION
 BX0470
 BX0470  HISTORY     - Date     Condition        Report By
 BX0470  HISTORY     - 1950     MONUMENTED       CGS
 BX0470
 BX0470                          STATION DESCRIPTION
 BX0470
 BX0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0470'12.35 MI SE FROM OLLA.
 BX0470'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0470'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0470'SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A GRAVELED
 BX0470'ROAD, THENCE 0.65 MILE SOUTHEAST ALONG AN ABANDONED ROAD, THENCE 1.5
 BX0470'MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 1.2 MILES EAST ALONG A DIRT
 BX0470'ROAD.  AT A ROAD INTERSECTION, 204 FEET WEST OF THE CENTER LINE OF THE
 BX0470'NORTH AND SOUTH ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE EAST AND
 BX0470'WEST ROAD, 19 FEET EAST OF A 10 INCH TRIANGULAR BLAZED OAK TREE, 15
 BX0470'FEET NORTHWEST OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 2 FEET WEST
 BX0470'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX0470'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1751 ***********************************************************************
 BW1751  DESIGNATION -  K 132
 BW1751  PID         -  BW1751
 BW1751  STATE/COUNTY-  LA/CATAHOULA
 BW1751  USGS QUAD   -  AIMWELL (1984)
 BW1751
 BW1751                         *CURRENT SURVEY CONTROL
 BW1751  ___________________________________________________________________
 BW1751* NAD 83(1986)-  31 45 47.     (N)    091 55 14.     (W)     SCALED    
 BW1751* NAVD 88     -        40.74   (+/-2cm)     133.7    (feet)  VERTCON   
 BW1751  ___________________________________________________________________
 BW1751  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BW1751
 BW1751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1751
 BW1751.The horizontal coordinates were scaled from a topographic map and have
 BW1751.an estimated accuracy of +/- 6 seconds.
 BW1751
 BW1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1751.The vertical order pertains to the NGVD 29 superseded value.
 BW1751
 BW1751.The geoid height was determined by GEOID03.
 BW1751
 BW1751;                    North         East    Units  Estimated Accuracy
 BW1751;SPC LA N     -   140,190.    1,054,890.      MT  (+/- 180 meters Scaled)
 BW1751
 BW1751                          SUPERSEDED SURVEY CONTROL
 BW1751
 BW1751  NGVD 29 (??/??/92)   40.742  (m)          133.67   (f) ADJ UNCH    2 0
 BW1751
 BW1751.Superseded values are not recommended for survey control.
 BW1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1751.See file dsdata.txt to determine how the superseded data were derived.
 BW1751
 BW1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR022146(NAD 83)
 BW1751_MARKER: DB = BENCH MARK DISK
 BW1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1751_STAMPING: K 132 1950
 BW1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1751+STABILITY: SURFACE MOTION
 BW1751
 BW1751  HISTORY     - Date     Condition        Report By
 BW1751  HISTORY     - 1950     MONUMENTED       CGS
 BW1751  HISTORY     - 1957     MARK NOT FOUND   USGS
 BW1751
 BW1751                          STATION DESCRIPTION
 BW1751
 BW1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1751'8.3 MI W FROM HARRISONBURG.
 BW1751'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1751'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD, THENCE
 BW1751'4.3 MILES SOUTHWEST ALONG A WINDING DIRT ROAD.  220 FEET WEST OF A
 BW1751'FORD ACROSS A STREAM, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21
 BW1751'FEET SOUTHEAST OF A 24 INCH TRIANGULAR BLAZED OAK TREE, 50 FEET EAST
 BW1751'OF THE CENTER LINE OF A WOODS ROAD LEADING SOUTH, 1.4 FEET NORTHEAST
 BW1751'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BW1751'0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.0 MILE SOUTHEAST OF
 BW1751'BENCH MARK L 132.  NOTE-- IT WAS PROBABLY DESTROYED DURING RECENT ROAD
 BW1751'CONSTRUCTION
 BW1751
 BW1751                          STATION RECOVERY (1957)
 BW1751
 BW1751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BW1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0299 ***********************************************************************
 BX0299  DESIGNATION -  K 137
 BX0299  PID         -  BX0299
 BX0299  STATE/COUNTY-  LA/CALDWELL
 BX0299  USGS QUAD   -  OLLA WEST (1984)
 BX0299
 BX0299                         *CURRENT SURVEY CONTROL
 BX0299  ___________________________________________________________________
 BX0299* NAD 83(1986)-  31 57 12.     (N)    092 17 20.     (W)     SCALED    
 BX0299* NAVD 88     -        37.91   (+/-2cm)     124.4    (feet)  VERTCON   
 BX0299  ___________________________________________________________________
 BX0299  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BX0299
 BX0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0299
 BX0299.The horizontal coordinates were scaled from a topographic map and have
 BX0299.an estimated accuracy of +/- 6 seconds.
 BX0299
 BX0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0299.The vertical order pertains to the NGVD 29 superseded value.
 BX0299
 BX0299.The geoid height was determined by GEOID03.
 BX0299
 BX0299;                    North         East    Units  Estimated Accuracy
 BX0299;SPC LA N     -   161,160.    1,019,960.      MT  (+/- 180 meters Scaled)
 BX0299
 BX0299                          SUPERSEDED SURVEY CONTROL
 BX0299
 BX0299  NGVD 29 (??/??/??)   37.927  (m)          124.43   (f) ADJUSTED    2 0
 BX0299
 BX0299.Superseded values are not recommended for survey control.
 BX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0299.See file dsdata.txt to determine how the superseded data were derived.
 BX0299
 BX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR672354(NAD 83)
 BX0299_MARKER: DB = BENCH MARK DISK
 BX0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0299_STAMPING: K 137 1950
 BX0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0299+STABILITY: SURFACE MOTION
 BX0299
 BX0299  HISTORY     - Date     Condition        Report By
 BX0299  HISTORY     - 1950     MONUMENTED       CGS
 BX0299
 BX0299                          STATION DESCRIPTION
 BX0299
 BX0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0299'6.4 MI NW FROM OLLA.
 BX0299'5.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 BX0299'PACIFIC RAILROAD STATION AT OLLA, THENCE 0.5 MILE SOUTHWEST ALONG A
 BX0299'WOODS ROAD.  AT A CROSS ROADS, IN ABOUT THE CENTER OF A TRIANGLE
 BX0299'FORMED BY THE ROADS, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 BX0299'NORTHEAST-SOUTHWEST ROAD, 26 FEET SOUTHEAST OF A 10-INCH PINE IN THE
 BX0299'NORTHWEST POINT OF THE TRIANGLE, 21 FEET SOUTH OF THE CENTER LINE OF
 BX0299'THE SHORT EAST-WEST ROAD, 20 FEET EAST OF THE CENTER LINE OF THE
 BX0299'NORTH-SOUTH ROAD, 1.5 FEET NORTHEAST OF A REFERENCE POST, SET IN THE
 BX0299'TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT
 BX0299'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1737 ***********************************************************************
 BW1737  DESIGNATION -  K 138
 BW1737  PID         -  BW1737
 BW1737  STATE/COUNTY-  LA/CATAHOULA
 BW1737  USGS QUAD   -  AIMWELL (1984)
 BW1737
 BW1737                         *CURRENT SURVEY CONTROL
 BW1737  ___________________________________________________________________
 BW1737* NAD 83(1986)-  31 50 21.     (N)    091 54 25.     (W)     SCALED    
 BW1737* NAVD 88     -        53.26   (+/-2cm)     174.7    (feet)  VERTCON   
 BW1737  ___________________________________________________________________
 BW1737  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1737
 BW1737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1737
 BW1737.The horizontal coordinates were scaled from a topographic map and have
 BW1737.an estimated accuracy of +/- 6 seconds.
 BW1737
 BW1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1737.The vertical order pertains to the NGVD 29 superseded value.
 BW1737
 BW1737.The geoid height was determined by GEOID03.
 BW1737
 BW1737;                    North         East    Units  Estimated Accuracy
 BW1737;SPC LA N     -   148,630.    1,056,130.      MT  (+/- 180 meters Scaled)
 BW1737
 BW1737                          SUPERSEDED SURVEY CONTROL
 BW1737
 BW1737  NGVD 29 (??/??/92)   53.264  (m)          174.75   (f) ADJ UNCH    2 0
 BW1737
 BW1737.Superseded values are not recommended for survey control.
 BW1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1737.See file dsdata.txt to determine how the superseded data were derived.
 BW1737
 BW1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR034231(NAD 83)
 BW1737_MARKER: DB = BENCH MARK DISK
 BW1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1737_STAMPING: K 138 1950
 BW1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1737+STABILITY: SURFACE MOTION
 BW1737
 BW1737  HISTORY     - Date     Condition        Report By
 BW1737  HISTORY     - 1950     MONUMENTED       CGS
 BW1737
 BW1737                          STATION DESCRIPTION
 BW1737
 BW1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1737'8.25 MI SE FROM ROSEFIELD.
 BW1737'0.45 MILE EAST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT ROSEFIELD,
 BW1737'THENCE 4.4 MILES SOUTHEAST ALONG A WINDING GRAVELED ROAD, THENCE 3.4
 BW1737'MILES SOUTHEAST ALONG A WINDING DIRT ROAD.  ON THE OUTSIDE OF A CURVE
 BW1737'IN THE ROAD, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 28 FEET
 BW1737'NORTHEAST OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 10 FEET WEST OF A
 BW1737'12 INCH TRIANGULAR BLAZED OAK TREE, 1.4 FEET NORTHWEST OF A WITNESS
 BW1737'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BW1737'THE GROUND.  NOTE-- THIS MARK IS 0.8 MILE NORTH OF BENCH MARK C 132.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0289 ***********************************************************************
 BX0289  DESIGNATION -  K 139
 BX0289  PID         -  BX0289
 BX0289  STATE/COUNTY-  LA/WINN
 BX0289  USGS QUAD   -  OLLA WEST (1984)
 BX0289
 BX0289                         *CURRENT SURVEY CONTROL
 BX0289  ___________________________________________________________________
 BX0289* NAD 83(1986)-  31 53 59.     (N)    092 20 55.     (W)     SCALED    
 BX0289* NAVD 88     -        32.35   (+/-2cm)     106.1    (feet)  VERTCON   
 BX0289  ___________________________________________________________________
 BX0289  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0289
 BX0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0289
 BX0289.The horizontal coordinates were scaled from a topographic map and have
 BX0289.an estimated accuracy of +/- 6 seconds.
 BX0289
 BX0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0289.The vertical order pertains to the NGVD 29 superseded value.
 BX0289
 BX0289.The geoid height was determined by GEOID03.
 BX0289
 BX0289;                    North         East    Units  Estimated Accuracy
 BX0289;SPC LA N     -   155,200.    1,014,320.      MT  (+/- 180 meters Scaled)
 BX0289
 BX0289                          SUPERSEDED SURVEY CONTROL
 BX0289
 BX0289  NGVD 29 (??/??/??)   32.369  (m)          106.20   (f) ADJUSTED    2 0
 BX0289
 BX0289.Superseded values are not recommended for survey control.
 BX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0289.See file dsdata.txt to determine how the superseded data were derived.
 BX0289
 BX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR615295(NAD 83)
 BX0289_MARKER: DB = BENCH MARK DISK
 BX0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0289_SP_SET: OAK TREE
 BX0289_STAMPING: K 139 1950
 BX0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0289
 BX0289  HISTORY     - Date     Condition        Report By
 BX0289  HISTORY     - 1950     MONUMENTED       CGS
 BX0289  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0289
 BX0289                          STATION DESCRIPTION
 BX0289
 BX0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0289'20.8 MI E FROM WINNFIELD.
 BX0289'6.5 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX0289'THENCE 10.8 MILES EAST ALONG STATE HIGHWAY 6, THENCE 0.2 MILE
 BX0289'SOUTHEAST ALONG A DIRT ROAD, THENCE 1.8 MILES SOUTH ALONG A DIRT ROAD,
 BX0289'THENCE 1.5 MILES EAST ALONG A DIRT ROAD.  0.8 MILE SOUTHWEST OF BENCH
 BX0289'MARK E 142, AT THE TOP OF A HILL, SET VERTICALLY IN THE SOUTHEAST FACE
 BX0289'OF A 12 INCH OAK TREE, 38 FEET NORTHWEST OF THE HEAD OF A RAILROAD
 BX0289'SPIKE DRIVEN IN THE CENTER OF A TRIANGULAR BLAZE WHICH IS ON THE
 BX0289'NORTHWEST SIDE OF A 24 INCH HICKORY TREE, 21.6 FEET NORTH OF THE HEAD
 BX0289'OF A RAILROAD SPIKE DRIVEN IN THE CENTER OF A TRIANGULAR BLAZE WHICH
 BX0289'IS ON THE NORTHEAST SIDE OF A 10 INCH GUM TREE, 29 FEET NORTHWEST OF
 BX0289'THE CENTER LINE OF THE ROAD, 2.1 FEET BELOW THE CENTER OF A TRIANGULAR
 BX0289'BLAZE WHICH IS ON THE SOUTHEAST SIDE OF THE 12 INCH OAK TREE IN WHICH
 BX0289'THE MARK IS LOCATED.
 BX0289
 BX0289                          STATION RECOVERY (1981)
 BX0289
 BX0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0071 ***********************************************************************
 BW0071  DESIGNATION -  K 14
 BW0071  PID         -  BW0071
 BW0071  STATE/COUNTY-  LA/AVOYELLES
 BW0071  USGS QUAD   -  MOREAUVILLE (1996)
 BW0071
 BW0071                         *CURRENT SURVEY CONTROL
 BW0071  ___________________________________________________________________
 BW0071* NAD 83(1986)-  31 02 53.     (N)    091 59 12.     (W)     SCALED    
 BW0071* NAVD 88     -        18.704  (meters)      61.36   (feet)  ADJUSTED  
 BW0071  ___________________________________________________________________
 BW0071  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW0071  DYNAMIC HT  -          18.681 (meters)      61.29  (feet)  COMP
 BW0071  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 BW0071
 BW0071  VERT ORDER  -  FIRST     CLASS I
 BW0071
 BW0071.The horizontal coordinates were scaled from a topographic map and have
 BW0071.an estimated accuracy of +/- 6 seconds.
 BW0071
 BW0071.The orthometric height was determined by differential leveling
 BW0071.and adjusted by the National Geodetic Survey in February 1994..
 BW0071
 BW0071.The geoid height was determined by GEOID03.
 BW0071
 BW0071.The dynamic height is computed by dividing the NAVD 88
 BW0071.geopotential number by the normal gravity value computed on the
 BW0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0071.degrees latitude (g = 980.6199 gals.).
 BW0071
 BW0071.The modeled gravity was interpolated from observed gravity values.
 BW0071
 BW0071;                    North         East    Units  Estimated Accuracy
 BW0071;SPC LA N     -    60,880.    1,049,000.      MT  (+/- 180 meters Scaled)
 BW0071
 BW0071                          SUPERSEDED SURVEY CONTROL
 BW0071
 BW0071  NAVD 88 (06/15/91)   18.726  (m)           61.44   (f) UNKNOWN     1 1
 BW0071  NGVD 29 (??/??/??)   18.685  (m)           61.30   (f) ADJUSTED    1 1
 BW0071
 BW0071.Superseded values are not recommended for survey control.
 BW0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0071.See file dsdata.txt to determine how the superseded data were derived.
 BW0071
 BW0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ966353(NAD 83)
 BW0071_MARKER: DB = BENCH MARK DISK
 BW0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0071_SP_SET: ABUTMENT
 BW0071_STAMPING: K 14 1919 .706
 BW0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0071+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BW0071
 BW0071  HISTORY     - Date     Condition        Report By
 BW0071  HISTORY     - 1919     MONUMENTED       CGS
 BW0071  HISTORY     - 1966     GOOD             NGS
 BW0071  HISTORY     - 1977     GOOD             NGS
 BW0071  HISTORY     - 20060315 GOOD             USPSQD
 BW0071
 BW0071                          STATION DESCRIPTION
 BW0071
 BW0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0071'0.6 MI W FROM MOREAUVILLE.
 BW0071'ABOUT 0.6 MILE WEST ALONG THE KANSAS CITY AND SOUTHERN RAILROAD FROM
 BW0071'THE STATION AT MOREAUVILLE, IN SECTION 20, T 1 N, R 5 E, ABOUT 86
 BW0071'YARDS NORTH OF BENCH MARK W 239 1966, AT THE WEST END OF A STEEL
 BW0071'GIRDER RAILROAD BRIDGE OVER BAYOU DES GLAISES, 28 FEET EAST OF THE
 BW0071'CENTER OF THE CROSSING OF A GRAVELED ROAD, 4 FEET NORTH OF THE NORTH
 BW0071'RAIL, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 BW0071'THE BRIDGE, 32 FEET WEST OF THE WEST END OF THE NORTH STEEL GIRDER,
 BW0071'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, ACCESS TO THIS BENCH MARK
 BW0071'IS HAD THROUGH A 5 X 7-INCH HOLE IN A CONCRETE CAP OVER THE OLD
 BW0071'ABUTMENT, AND ABOUT 17 INCHES BELOW THE TOP OF THE NEW CONCRETE CAP.
 BW0071
 BW0071                          STATION RECOVERY (1977)
 BW0071
 BW0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0071'0.5 MILE WEST ALONG THE KANSAS CITY AND SOUTHERN RAILROAD FROM
 BW0071'THE CROSSING OF STATE HIGHWAY 451 AT MOREAUVILLE, ABOUT 86
 BW0071'YARDS NORTH OF BENCH MARK W 239, AT THE WEST END OF A STEEL
 BW0071'GIRDER RAILROAD BRIDGE OVER BAYOU DES GLAISES, 28 FEET EAST
 BW0071'OF THE CENTER OF CROSSING OF A GRAVEL ROAD, 4 FEET NORTH OF THE
 BW0071'NORTH RAIL SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 BW0071'ABUTMENT OF BRIDGE, 32 FEET WEST OF THE WEST END OF THE NORTH
 BW0071'STEEL GIRDER, ACCESS TO THIS BENCH MARK IS HAD THROUGH A 5 BY 7
 BW0071'INCH HOLE IN A CONCRETE CAP OVER THE OLD ABUTMENT.
 BW0071
 BW0071                          STATION RECOVERY (2006)
 BW0071
 BW0071'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BW0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0269 ***********************************************************************
 BX0269  DESIGNATION -  K 142
 BX0269  PID         -  BX0269
 BX0269  STATE/COUNTY-  LA/WINN
 BX0269  USGS QUAD   -  GEORGETOWN (1984)
 BX0269
 BX0269                         *CURRENT SURVEY CONTROL
 BX0269  ___________________________________________________________________
 BX0269* NAD 83(1986)-  31 49 08.     (N)    092 27 35.     (W)     SCALED    
 BX0269* NAVD 88     -        44.54   (+/-2cm)     146.1    (feet)  VERTCON   
 BX0269  ___________________________________________________________________
 BX0269  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0269
 BX0269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0269
 BX0269.The horizontal coordinates were scaled from a topographic map and have
 BX0269.an estimated accuracy of +/- 6 seconds.
 BX0269
 BX0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0269.The vertical order pertains to the NGVD 29 superseded value.
 BX0269
 BX0269.The geoid height was determined by GEOID03.
 BX0269
 BX0269;                    North         East    Units  Estimated Accuracy
 BX0269;SPC LA N     -   146,230.    1,003,810.      MT  (+/- 180 meters Scaled)
 BX0269
 BX0269                          SUPERSEDED SURVEY CONTROL
 BX0269
 BX0269  NGVD 29 (??/??/??)   44.555  (m)          146.18   (f) ADJUSTED    2 0
 BX0269
 BX0269.Superseded values are not recommended for survey control.
 BX0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0269.See file dsdata.txt to determine how the superseded data were derived.
 BX0269
 BX0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR511204(NAD 83)
 BX0269_MARKER: DB = BENCH MARK DISK
 BX0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0269_STAMPING: K 142 1950
 BX0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0269+STABILITY: SURFACE MOTION
 BX0269
 BX0269  HISTORY     - Date     Condition        Report By
 BX0269  HISTORY     - 1950     MONUMENTED       CGS
 BX0269  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX0269
 BX0269                          STATION DESCRIPTION
 BX0269
 BX0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0269'12.1 MI NW FROM TULLOS.
 BX0269'7.7 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE INTERSECTION OF U.
 BX0269'S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 3.35 MILES SOUTH ALONG A
 BX0269'GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, THENCE
 BX0269'0.75 MILE WEST ALONG A GRADED DIRT ROAD.  AT A JUNCTION WITH A LOGGING
 BX0269'ROAD, ON THE OUTSIDE OF A CURVE OF THE MAIN ROAD, 35 FEET NORTHWEST OF
 BX0269'THE CENTER LINE OF THE MAIN ROAD, 26 FEET SOUTHWEST OF THE CENTER LINE
 BX0269'OF A LOGGING ROAD LEADING NORTHWEST, 4.4 FEET NORTH OF A REFERENCE
 BX0269'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BX0269'THE GROUND.
 BX0269
 BX0269                          STATION RECOVERY (1982)
 BX0269
 BX0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0299 ***********************************************************************
 AU0299  DESIGNATION -  K 165
 AU0299  PID         -  AU0299
 AU0299  STATE/COUNTY-  LA/LAFOURCHE
 AU0299  USGS QUAD   -  LOCKPORT (1980)
 AU0299
 AU0299                         *CURRENT SURVEY CONTROL
 AU0299  ___________________________________________________________________
 AU0299* NAD 83(1992)-  29 44 56.66686(N)    090 37 20.45904(W)     ADJUSTED  
 AU0299* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0299  **This station is located in a subsidence area (see below).
 AU0299  ___________________________________________________________________
 AU0299  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU0299  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AU0299  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AU0299  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 AU0299
 AU0299  HORZ ORDER  -  THIRD
 AU0299  VERT ORDER  -  THIRD (See Below)
 AU0299
 AU0299.The horizontal coordinates were established by classical geodetic methods
 AU0299.and adjusted by the National Geodetic Survey in January 1993..
 AU0299
 AU0299 ** The orthometric height has not been validated since last determined
 AU0299 ** by differential leveling and should not be used for control purposes.
 AU0299 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0299 ** area with valid NAVD 88 orthometric heights.
 AU0299 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0299 ** epoch indicated which incorporates improved geoid heights for the
 AU0299 ** Southern Louisiana Subsidence area.
 AU0299 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0299.The orthometric height was scaled from a topographic map.
 AU0299.The vertical order pertains to the first NAVD 88 superseded value.
 AU0299
 AU0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0299
 AU0299.The geoid height was determined by GEOID03.
 AU0299
 AU0299.The dynamic height is computed by dividing the NAVD 88
 AU0299.geopotential number by the normal gravity value computed on the
 AU0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0299.degrees latitude (g = 980.6199 gals.).
 AU0299
 AU0299.The modeled gravity was interpolated from observed gravity values.
 AU0299
 AU0299;                    North         East     Units Scale Factor Converg.
 AU0299;SPC LA S     -   138,666.512 1,068,767.199   MT  0.99993534   +0 21 19.8
 AU0299;SPC LA S     -   454,941.71  3,506,447.05   sFT  0.99993534   +0 21 19.8
 AU0299;UTM  15      - 3,293,349.378   729,927.321   MT  1.00025233   +1 10 49.1
 AU0299
 AU0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0299!SPC LA S     -   1.00000385  x   0.99993534  =   0.99993919
 AU0299!UTM  15      -   1.00000385  x   1.00025233  =   1.00025618
 AU0299
 AU0299                          SUPERSEDED SURVEY CONTROL
 AU0299
 AU0299  NAD 83(1986)-  29 44 56.68936(N)    090 37 20.46307(W) AD(       ) 4
 AU0299  NAD 27      -  29 44 55.93570(N)    090 37 20.14086(W) AD(       ) 3
 AU0299  NAVD 88 (06/15/91)    1.157  (m)            3.80   (f) UNKNOWN     1 1
 AU0299  NGVD 29 (??/??/??)    1.186  (m)            3.89   (f) ADJUSTED    1 1
 AU0299
 AU0299.Superseded values are not recommended for survey control.
 AU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0299.See file dsdata.txt to determine how the superseded data were derived.
 AU0299
 AU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2992793349(NAD 83)
 AU0299_MARKER: DB = BENCH MARK DISK
 AU0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0299_STAMPING: K 165 1955
 AU0299_MARK LOGO: CGS   
 AU0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0299+STABILITY: SURFACE MOTION
 AU0299
 AU0299  HISTORY     - Date     Condition        Report By
 AU0299  HISTORY     - 1935     MONUMENTED       NGS
 AU0299  HISTORY     - 1969     GOOD             CGS
 AU0299  HISTORY     - 1977     GOOD             NGS
 AU0299  HISTORY     - 1982     MARK NOT FOUND   NGS
 AU0299
 AU0299                          STATION DESCRIPTION
 AU0299
 AU0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AU0299'RACELAND JUNCTION, 2.8 MI W. ALONG THE TEXAS AND NEW ORLEANS RR. FROM
 AU0299'THE STATION AT, 66 FT SW. OF A SEMAPHORE 430, 23.5 FT SW. OF A SWITCH
 AU0299'STAND, 27 FT S. OF THE S. RAIL OF THE MAIN TRACK, 22 FT W. MILEPOST
 AU0299'43, 2.5 FT E. OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AU0299'WHICH PROJECTS 0.5 FT ABOVE THE GROUND, USC AND GS BENCH MARK STAMPED
 AU0299'---K 165 1935---.
 AU0299
 AU0299                          STATION RECOVERY (1969)
 AU0299
 AU0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AU0299'2.8 MI W FROM RACELAND JUNCTION.
 AU0299'ABOUT 2.8 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AU0299'THE STATION AT RACELAND JUNCTION, ABOUT 0.2 MILE EAST OF A SHELL ROAD
 AU0299'CROSSING, (ROAD COVERED WITH OYSTER SHELLS), 64 1/2 FEET SOUTHWEST OF
 AU0299'THE SOUTHWEST CORNER OF AN ABANDONED SIGNAL BASE, 21 1/2 FEET WEST OF
 AU0299'MILEPOST 43, 27.4 FEET SOUTH OF THE SOUTH RAIL, 8 FEET NORTH OF THE
 AU0299'NORTH BANK OF A DITCH, IN LINE WITH A ROW OF TELEGRAPH POLES, 1 FOOT
 AU0299'NORTH OF A METAL WITNESS POST, 8 FEET BELOW THE LEVEL OF THE TRACK AND
 AU0299'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 AU0299'OF THE GROUND.
 AU0299
 AU0299                          STATION RECOVERY (1977)
 AU0299
 AU0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0299'RECOVERED IN GOOD CONDITION.
 AU0299
 AU0299                          STATION RECOVERY (1982)
 AU0299
 AU0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU0299'SEARCHED FOR NOT RECOVERED, CONSTRUCTION HAS BEEN DONE AT THIS
 AU0299'LOCATION AND THE MARK IS BELIEVED COVERED OVER BY ABOUT 3 FEET OF
 AU0299'SHELL AND DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1918 ***********************************************************************
 CQ1918  DESIGNATION -  K 177
 CQ1918  PID         -  CQ1918
 CQ1918  STATE/COUNTY-  LA/BOSSIER
 CQ1918  USGS QUAD   -  DIXIE (1982)
 CQ1918
 CQ1918                         *CURRENT SURVEY CONTROL
 CQ1918  ___________________________________________________________________
 CQ1918* NAD 83(1986)-  32 43 47.     (N)    093 46 03.     (W)     SCALED    
 CQ1918* NAVD 88     -        65.148  (meters)     213.74   (feet)  ADJUSTED  
 CQ1918  ___________________________________________________________________
 CQ1918  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1918  DYNAMIC HT  -          65.075 (meters)     213.50  (feet)  COMP
 CQ1918  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CQ1918
 CQ1918  VERT ORDER  -  FIRST     CLASS II
 CQ1918
 CQ1918.The horizontal coordinates were scaled from a topographic map and have
 CQ1918.an estimated accuracy of +/- 6 seconds.
 CQ1918
 CQ1918.The orthometric height was determined by differential leveling
 CQ1918.and adjusted by the National Geodetic Survey in June 1991..
 CQ1918
 CQ1918.The geoid height was determined by GEOID03.
 CQ1918
 CQ1918.The dynamic height is computed by dividing the NAVD 88
 CQ1918.geopotential number by the normal gravity value computed on the
 CQ1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1918.degrees latitude (g = 980.6199 gals.).
 CQ1918
 CQ1918.The modeled gravity was interpolated from observed gravity values.
 CQ1918
 CQ1918;                    North         East    Units  Estimated Accuracy
 CQ1918;SPC LA N     -   247,930.      881,190.      MT  (+/- 180 meters Scaled)
 CQ1918
 CQ1918                          SUPERSEDED SURVEY CONTROL
 CQ1918
 CQ1918  NGVD 29 (??/??/??)   65.219  (m)          213.97   (f) ADJUSTED    1 2
 CQ1918
 CQ1918.Superseded values are not recommended for survey control.
 CQ1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1918.See file dsdata.txt to determine how the superseded data were derived.
 CQ1918
 CQ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS280215(NAD 83)
 CQ1918_MARKER: DB = BENCH MARK DISK
 CQ1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1918_STAMPING: K 177 1960
 CQ1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1918+STABILITY: SURFACE MOTION
 CQ1918
 CQ1918  HISTORY     - Date     Condition        Report By
 CQ1918  HISTORY     - 1961     MONUMENTED       CGS
 CQ1918  HISTORY     - 1969     GOOD             LADH
 CQ1918  HISTORY     - 1987     GOOD             USPSQD
 CQ1918  HISTORY     - 20020116 GOOD             NGS
 CQ1918
 CQ1918                          STATION DESCRIPTION
 CQ1918
 CQ1918'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1918'3.1 MI NW FROM BENTON.
 CQ1918'3.1 MILES NORTHWEST ALONG AN OILED ROAD FROM ST. LOUIS SOUTHWESTERN
 CQ1918'RAILROAD STATION AT BENTON, 44 FEET EAST-NORTH-EAST OF THE CENTER LINE
 CQ1918'OF THE ROAD, 63 FEET SOUTH-SOUTHEAST OF CENTER LINE OF PRIVATE
 CQ1918'DRIVEWAY LEADING EAST TO MR. E. R. ANDERSONS HOME, 0.8 FOOT WEST OF
 CQ1918'FENCE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CQ1918'THE ROAD, SET IN THE TOP OF A CONCRETE POST, AND FLUSH WITH THE
 CQ1918'GROUND.
 CQ1918
 CQ1918                          STATION RECOVERY (1987)
 CQ1918
 CQ1918'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1918'RECOVERED IN GOOD CONDITION.
 CQ1918
 CQ1918                          STATION RECOVERY (2002)
 CQ1918
 CQ1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1918'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1744 ***********************************************************************
 BJ1744  DESIGNATION -  K 179
 BJ1744  PID         -  BJ1744
 BJ1744  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1744  USGS QUAD   -  AMITE (1974)
 BJ1744
 BJ1744                         *CURRENT SURVEY CONTROL
 BJ1744  ___________________________________________________________________
 BJ1744* NAD 83(1986)-  30 38 50.     (N)    090 30 15.     (W)     SCALED    
 BJ1744* NAVD 88     -        27.223  (meters)      89.31   (feet)  ADJUSTED  
 BJ1744  ___________________________________________________________________
 BJ1744  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1744  DYNAMIC HT  -          27.188 (meters)      89.20  (feet)  COMP
 BJ1744  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BJ1744
 BJ1744  VERT ORDER  -  FIRST     CLASS I
 BJ1744
 BJ1744.The horizontal coordinates were scaled from a topographic map and have
 BJ1744.an estimated accuracy of +/- 6 seconds.
 BJ1744
 BJ1744.The orthometric height was determined by differential leveling
 BJ1744.and adjusted by the National Geodetic Survey in February 1994..
 BJ1744
 BJ1744.The geoid height was determined by GEOID03.
 BJ1744
 BJ1744.The dynamic height is computed by dividing the NAVD 88
 BJ1744.geopotential number by the normal gravity value computed on the
 BJ1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1744.degrees latitude (g = 980.6199 gals.).
 BJ1744
 BJ1744.The modeled gravity was interpolated from observed gravity values.
 BJ1744
 BJ1744;                    North         East    Units  Estimated Accuracy
 BJ1744;SPC LA S     -   238,300.    1,079,480.      MT  (+/- 180 meters Scaled)
 BJ1744
 BJ1744                          SUPERSEDED SURVEY CONTROL
 BJ1744
 BJ1744  NAVD 88 (06/15/91)   27.250  (m)           89.40   (f) UNKNOWN     1 1
 BJ1744  NGVD 29 (??/??/??)   27.232  (m)           89.34   (f) ADJUSTED    1 1
 BJ1744
 BJ1744.Superseded values are not recommended for survey control.
 BJ1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1744.See file dsdata.txt to determine how the superseded data were derived.
 BJ1744
 BJ1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP391931(NAD 83)
 BJ1744_MARKER: DB = BENCH MARK DISK
 BJ1744_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1744_SP_SET: COPPER-CLAD STEEL ROD
 BJ1744_STAMPING: K 179 1959
 BJ1744_MARK LOGO: CGS   
 BJ1744_PROJECTION: FLUSH
 BJ1744_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1744+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 BJ1744_ROD/PIPE-DEPTH: 14.7 meters
 BJ1744
 BJ1744  HISTORY     - Date     Condition        Report By
 BJ1744  HISTORY     - 1959     MONUMENTED       CGS
 BJ1744  HISTORY     - 1969     GOOD             CGS
 BJ1744  HISTORY     - 19920611 GOOD             NGS
 BJ1744  HISTORY     - 20031027 GOOD             JCLS
 BJ1744
 BJ1744                          STATION DESCRIPTION
 BJ1744
 BJ1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1744'0.9 MI N FROM INDEPENDENCE.
 BJ1744'ABOUT 0.9 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1744'STATION AT INDEPENDENCE, 0.2 MILE SOUTH OF A BLACK TOP ROAD CROSSING,
 BJ1744'190 FEET SOUTH OF MILEPOST 849, 37.5 FEET WEST OF THE WEST RAIL OF THE
 BJ1744'WEST TRACK, 34 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 51, 7
 BJ1744'FEET SOUTH OF A POWER LINE POLE, 2 FEET NORTH OF A METAL WITNESS POST,
 BJ1744'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, 2 FEET BELOW THE LEVEL OF THE
 BJ1744'TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD 3 INCHES
 BJ1744'BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE
 BJ1744'WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48
 BJ1744'FEET.  SEC 4, T 5S, R 7 E.
 BJ1744
 BJ1744                          STATION RECOVERY (1992)
 BJ1744
 BJ1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1744'0.2 KM (0.10 MI) WESTERLY ALONG MULBERRY STREET FROM THE POST OFFICE
 BJ1744'IN AMITE, THENCE 9.1 KM (5.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 51,
 BJ1744'0.3 KM (0.20 MI) SOUTH OF THE INTERSECTION OF A PAVED ROAD, 60.3 M
 BJ1744'(197.8 FT) SOUTH OF RAILROAD MILEPOST 849, 20.0 M (65.6 FT) WEST OF
 BJ1744'THE NEAR RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD,
 BJ1744'10.4 M (34.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.5 M
 BJ1744'(11.5 FT) SOUTH OF UTILITY POLE NUMBER 22, 0.3 M (1.0 FT) NORTH OF A
 BJ1744'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ1744'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE INSIDE A 6-INCH
 BJ1744'TILE PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 BJ1744
 BJ1744                          STATION RECOVERY (2003)
 BJ1744
 BJ1744'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 BJ1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0797 ***********************************************************************
 BJ0797  DESIGNATION -  K 18
 BJ0797  PID         -  BJ0797
 BJ0797  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0797  USGS QUAD   -  LOBDELL (1992)
 BJ0797
 BJ0797                         *CURRENT SURVEY CONTROL
 BJ0797  ___________________________________________________________________
 BJ0797* NAD 83(1986)-  30 26 41.     (N)    091 20 53.     (W)     SCALED    
 BJ0797* NAVD 88     -         3.66   (+/-2cm)      12.0    (feet)  VERTCON   
 BJ0797  ___________________________________________________________________
 BJ0797  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0797
 BJ0797  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0797
 BJ0797.The horizontal coordinates were scaled from a topographic map and have
 BJ0797.an estimated accuracy of +/- 6 seconds.
 BJ0797
 BJ0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0797.The vertical order pertains to the NGVD 29 superseded value.
 BJ0797
 BJ0797.The geoid height was determined by GEOID03.
 BJ0797
 BJ0797;                    North         East    Units  Estimated Accuracy
 BJ0797;SPC LA S     -   215,560.      998,590.      MT  (+/- 180 meters Scaled)
 BJ0797
 BJ0797                          SUPERSEDED SURVEY CONTROL
 BJ0797
 BJ0797  NGVD 29 (??/??/??)    3.656  (m)           11.99   (f) ADJUSTED    1 2
 BJ0797
 BJ0797.Superseded values are not recommended for survey control.
 BJ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0797.See file dsdata.txt to determine how the superseded data were derived.
 BJ0797
 BJ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP586692(NAD 83)
 BJ0797_MARKER: DB = BENCH MARK DISK
 BJ0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0797_SP_SET: ABUTMENT
 BJ0797_STAMPING: K 18 1934
 BJ0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0797
 BJ0797  HISTORY     - Date     Condition        Report By
 BJ0797  HISTORY     - 1934     MONUMENTED       CGS
 BJ0797  HISTORY     - 1965     GOOD             CGS
 BJ0797  HISTORY     - 1976     POOR             NGS
 BJ0797  HISTORY     - 20060607 MARK NOT FOUND   NGS
 BJ0797
 BJ0797                          STATION DESCRIPTION
 BJ0797
 BJ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0797'6.2 MI NE FROM GROSSE TETE.
 BJ0797'ABOUT 0.6 MILE NORTH-NORTHWEST ALONG SIDNEY ROAD FROM THE CASH
 BJ0797'MERCHANT STORE AT GROSSE TETE, THENCE 5.6 MILES EAST-NORTHEAST ALONG
 BJ0797'AN OLD ABANDONED RAILROAD GRADE, IN SECTION 21, T 7 S, R 11 E, 10 1/2
 BJ0797'FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD GRADE, SET IN THE
 BJ0797'TOP OF THE SOUTH END OF THE MORE WESTERLY OF 2 ABANDONED CONCRETE
 BJ0797'ABUTMENTS FOR AN OLD RAILROAD BRIDGE OVER CHOCTAW BAYOU, 18 FEET SOUTH
 BJ0797'OF A FOOT BRIDGE WHICH HAS BEEN CONSTRUCTED OVER THE OLD CONCRETE
 BJ0797'ABUTMENTS.
 BJ0797
 BJ0797                          STATION RECOVERY (1976)
 BJ0797
 BJ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0797'0.2 MILE NORTH-NORTHWEST ALONG SYDNEY ROAD FROM THE INTERSTATE
 BJ0797'HIGHWAY 10 WEST BOUND LANES AT GROSSE TETE, THENCE 5.6 MILES EAST-
 BJ0797'NORTHEAST ALONG AN OLD ABANDONED RAILROAD GRADE, 10.5 FEET SOUTH OF
 BJ0797'THE CENTER LINE OF THE GRADE, SET IN THE TOP OF THE SOUTH END OF THE
 BJ0797'MORE WESTERLY OF 2 CONCRETE ABUTMENTS FOR AN ABANDONED RAILROAD
 BJ0797'BRIDGE OVER CHOCTAW BAYOU.   NOTE-  THERE IS NO WAY TO REACH THE BENCH
 BJ0797'MARK FROM THE BANK OF THE BAYOU.  THIS BENCH MARK NOT LEVELED TO IN
 BJ0797'1976
 BJ0797
 BJ0797                          STATION RECOVERY (2006)
 BJ0797
 BJ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0797'NOT RECOVERED. LOCKED GATE. UNABLE TO GET BACK TO LOOK FOR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1312 ***********************************************************************
 CQ1312  DESIGNATION -  K 180
 CQ1312  PID         -  CQ1312
 CQ1312  STATE/COUNTY-  LA/CLAIBORNE
 CQ1312  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ1312
 CQ1312                         *CURRENT SURVEY CONTROL
 CQ1312  ___________________________________________________________________
 CQ1312* NAD 83(1986)-  32 58 16.     (N)    093 08 41.     (W)     SCALED    
 CQ1312* NAVD 88     -       109.557  (meters)     359.44   (feet)  ADJUSTED  
 CQ1312  ___________________________________________________________________
 CQ1312  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1312  DYNAMIC HT  -         109.437 (meters)     359.04  (feet)  COMP
 CQ1312  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 CQ1312
 CQ1312  VERT ORDER  -  SECOND    CLASS 0
 CQ1312
 CQ1312.The horizontal coordinates were scaled from a topographic map and have
 CQ1312.an estimated accuracy of +/- 6 seconds.
 CQ1312
 CQ1312.The orthometric height was determined by differential leveling
 CQ1312.and adjusted by the National Geodetic Survey in June 1991..
 CQ1312
 CQ1312.The geoid height was determined by GEOID03.
 CQ1312
 CQ1312.The dynamic height is computed by dividing the NAVD 88
 CQ1312.geopotential number by the normal gravity value computed on the
 CQ1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1312.degrees latitude (g = 980.6199 gals.).
 CQ1312
 CQ1312.The modeled gravity was interpolated from observed gravity values.
 CQ1312
 CQ1312;                    North         East    Units  Estimated Accuracy
 CQ1312;SPC LA N     -   274,180.      939,720.      MT  (+/- 180 meters Scaled)
 CQ1312
 CQ1312                          SUPERSEDED SURVEY CONTROL
 CQ1312
 CQ1312  NGVD 29 (??/??/??)  109.616  (m)          359.63   (f) ADJUSTED    2 0
 CQ1312
 CQ1312.Superseded values are not recommended for survey control.
 CQ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1312.See file dsdata.txt to determine how the superseded data were derived.
 CQ1312
 CQ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS864480(NAD 83)
 CQ1312_MARKER: DB = BENCH MARK DISK
 CQ1312_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1312_SP_SET: 18 1/2 FT
 CQ1312_STAMPING: K 180 1960
 CQ1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1312
 CQ1312  HISTORY     - Date     Condition        Report By
 CQ1312  HISTORY     - 1960     MONUMENTED       CGS
 CQ1312  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1312  HISTORY     - 19940206 POOR             USPSQD
 CQ1312
 CQ1312                          STATION DESCRIPTION
 CQ1312
 CQ1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1312'0.8 MI NW FROM HAYNESVILLE.
 CQ1312'ABOUT 0.8 MILE NORTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD
 CQ1312'FROM THE STATION AT HAYNESVILLE, IN SECTION 24, T 23 N, R 8 W, 24 1/2
 CQ1312'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 36 FEET NORTHEAST OF THE CENTER
 CQ1312'LINE OF A PAVED ROAD, 27 FEET SOUTHEAST OF THE CENTER LINE OF A PAVED
 CQ1312'ROAD, 42 FEET SOUTH-SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 74
 CQ1312'FEET SOUTHEAST OF AND ACROSS A PAVED ROAD FROM THE EAST CORNER OF THE
 CQ1312'OHIO OIL COMPANY OFFICE BUILDING, 10 FEET SOUTHEAST OF A POWER POLE,
 CQ1312'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 CQ1312'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 18 1/2 FEET
 CQ1312'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
 CQ1312
 CQ1312                          STATION RECOVERY (1982)
 CQ1312
 CQ1312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1312'MARK NOT FOUND.
 CQ1312
 CQ1312                          STATION RECOVERY (1994)
 CQ1312
 CQ1312'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1312'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1129 ***********************************************************************
 BX1129  DESIGNATION -  K 181
 BX1129  PID         -  BX1129
 BX1129  STATE/COUNTY-  LA/RAPIDES
 BX1129  USGS QUAD   -  FOREST HILL (1993)
 BX1129
 BX1129                         *CURRENT SURVEY CONTROL
 BX1129  ___________________________________________________________________
 BX1129* NAD 83(1986)-  31 02 33.     (N)    092 31 52.     (W)     SCALED    
 BX1129* NAVD 88     -        50.983  (meters)     167.27   (feet)  ADJUSTED  
 BX1129  ___________________________________________________________________
 BX1129  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX1129  DYNAMIC HT  -          50.918 (meters)     167.05  (feet)  COMP
 BX1129  MODELED GRAV-     979,381.5   (mgal)                       NAVD 88
 BX1129
 BX1129  VERT ORDER  -  FIRST     CLASS I
 BX1129
 BX1129.The horizontal coordinates were scaled from a topographic map and have
 BX1129.an estimated accuracy of +/- 6 seconds.
 BX1129
 BX1129.The orthometric height was determined by differential leveling
 BX1129.and adjusted by the National Geodetic Survey in February 1994..
 BX1129
 BX1129.The geoid height was determined by GEOID03.
 BX1129
 BX1129.The dynamic height is computed by dividing the NAVD 88
 BX1129.geopotential number by the normal gravity value computed on the
 BX1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1129.degrees latitude (g = 980.6199 gals.).
 BX1129
 BX1129.The modeled gravity was interpolated from observed gravity values.
 BX1129
 BX1129;                    North         East    Units  Estimated Accuracy
 BX1129;SPC LA N     -    60,150.      997,030.      MT  (+/- 180 meters Scaled)
 BX1129
 BX1129                          SUPERSEDED SURVEY CONTROL
 BX1129
 BX1129  NAVD 88 (06/15/91)   50.978  (m)          167.25   (f) UNKNOWN     1 1
 BX1129  NGVD 29 (??/??/??)   50.963  (m)          167.20   (f) ADJUSTED    1 1
 BX1129
 BX1129.Superseded values are not recommended for survey control.
 BX1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1129.See file dsdata.txt to determine how the superseded data were derived.
 BX1129
 BX1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ447344(NAD 83)
 BX1129_MARKER: DB = BENCH MARK DISK
 BX1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1129_STAMPING: K 181 1961
 BX1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1129+STABILITY: SURFACE MOTION
 BX1129
 BX1129  HISTORY     - Date     Condition        Report By
 BX1129  HISTORY     - 1961     MONUMENTED       CGS
 BX1129  HISTORY     - 1970     GOOD             NGS
 BX1129  HISTORY     - 19990424 GOOD             USPSQD
 BX1129
 BX1129                          STATION DESCRIPTION
 BX1129
 BX1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1129'IN FOREST HILL.
 BX1129'AT FOREST HILL, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND
 BX1129'STATE HIGHWAYS 112 AND 497, 91 YARDS NORTHWEST OF THE NORTHWEST CORNER
 BX1129'OF THE POST OFFICE, 47 FEET EAST OF THE EAST RAIL, 70 FEET NORTH OF
 BX1129'THE CENTER LINE OF THE HIGHWAYS, 6 1/2 FEET NORTH OF A TELEPHONE POLE,
 BX1129'2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 BX1129'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BX1129'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1129
 BX1129                          STATION RECOVERY (1999)
 BX1129
 BX1129'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1187 ***********************************************************************
 BX1187  DESIGNATION -  K 182
 BX1187  PID         -  BX1187
 BX1187  STATE/COUNTY-  LA/VERNON
 BX1187  USGS QUAD   -  LACAMP (1978)
 BX1187
 BX1187                         *CURRENT SURVEY CONTROL
 BX1187  ___________________________________________________________________
 BX1187* NAD 83(1986)-  31 10 19.     (N)    092 56 27.     (W)     SCALED    
 BX1187* NAVD 88     -        78.00   (+/-2cm)     255.9    (feet)  VERTCON   
 BX1187  ___________________________________________________________________
 BX1187  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BX1187
 BX1187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1187
 BX1187.The horizontal coordinates were scaled from a topographic map and have
 BX1187.an estimated accuracy of +/- 6 seconds.
 BX1187
 BX1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1187.The vertical order pertains to the NGVD 29 superseded value.
 BX1187
 BX1187.The geoid height was determined by GEOID03.
 BX1187
 BX1187;                    North         East    Units  Estimated Accuracy
 BX1187;SPC LA N     -    74,590.      957,970.      MT  (+/- 180 meters Scaled)
 BX1187
 BX1187                          SUPERSEDED SURVEY CONTROL
 BX1187
 BX1187  NGVD 29 (??/??/??)   78.034  (m)          256.02   (f) ADJUSTED    2 0
 BX1187
 BX1187.Superseded values are not recommended for survey control.
 BX1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1187.See file dsdata.txt to determine how the superseded data were derived.
 BX1187
 BX1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ056486(NAD 83)
 BX1187_MARKER: DB = BENCH MARK DISK
 BX1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1187_STAMPING: K 182 1961
 BX1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1187+STABILITY: SURFACE MOTION
 BX1187
 BX1187  HISTORY     - Date     Condition        Report By
 BX1187  HISTORY     - 1961     MONUMENTED       CGS
 BX1187  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1187
 BX1187                          STATION DESCRIPTION
 BX1187
 BX1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1187'11.5 MI E FROM SLAGLE.
 BX1187'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX1187'AND STORE AT SLAGLE, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 1214,
 BX1187'THENCE 7.05 MILES EAST ALONG STATE HIGHWAY 28, OR 12.45 MILES WEST
 BX1187'ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 112
 BX1187'AT HINESTON, IN SECTION 12, T 2 N, R 5 W, 0.3 MILE WEST OF A WOODEN
 BX1187'BRIDGE, ABOUT 250 FEET EAST OF THE CREST OF A SMALL KNOLL, 33 FEET
 BX1187'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 116 FEET SOUTHWEST OF AND
 BX1187'ACROSS THE HIGHWAY FROM A POWER POLE, 11 FEET WEST OF THE CENTER LINE
 BX1187'OF A DIM WOODS TRAIL AND A GATE, 1 1/2 FEET NORTH OF A FENCE, 2.4 FEET
 BX1187'WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BX1187'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BX1187
 BX1187                          STATION RECOVERY (2001)
 BX1187
 BX1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1200 ***********************************************************************
 BX1200  DESIGNATION -  K 183
 BX1200  PID         -  BX1200
 BX1200  STATE/COUNTY-  LA/VERNON
 BX1200  USGS QUAD   -  FULLERTON LAKE (1978)
 BX1200
 BX1200                         *CURRENT SURVEY CONTROL
 BX1200  ___________________________________________________________________
 BX1200* NAD 83(1986)-  31 01 38.     (N)    092 53 44.     (W)     SCALED    
 BX1200* NAVD 88     -        81.88   (+/-2cm)     268.6    (feet)  VERTCON   
 BX1200  ___________________________________________________________________
 BX1200  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX1200
 BX1200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1200
 BX1200.The horizontal coordinates were scaled from a topographic map and have
 BX1200.an estimated accuracy of +/- 6 seconds.
 BX1200
 BX1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1200.The vertical order pertains to the NGVD 29 superseded value.
 BX1200
 BX1200.The geoid height was determined by GEOID03.
 BX1200
 BX1200;                    North         East    Units  Estimated Accuracy
 BX1200;SPC LA N     -    58,530.      962,230.      MT  (+/- 180 meters Scaled)
 BX1200
 BX1200                          SUPERSEDED SURVEY CONTROL
 BX1200
 BX1200  NGVD 29 (??/??/??)   81.916  (m)          268.75   (f) ADJUSTED    2 0
 BX1200
 BX1200.Superseded values are not recommended for survey control.
 BX1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1200.See file dsdata.txt to determine how the superseded data were derived.
 BX1200
 BX1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ099326(NAD 83)
 BX1200_MARKER: DB = BENCH MARK DISK
 BX1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1200_STAMPING: K 183 1961
 BX1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1200+STABILITY: SURFACE MOTION
 BX1200
 BX1200  HISTORY     - Date     Condition        Report By
 BX1200  HISTORY     - 1961     MONUMENTED       CGS
 BX1200  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1200  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1200
 BX1200                          STATION DESCRIPTION
 BX1200
 BX1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1200'6.9 MI NE FROM PITKIN.
 BX1200'ABOUT 6.9 MILES NORTHEAST ALONG STATE HIGHWAY 463 FROM THE GULF,
 BX1200'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, IN SECTION 28, T 1
 BX1200'N, R 5 W, 0.15 MILE SOUTHWEST OF THE CREST OF A HILL, 91 FEET
 BX1200'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 126 FEET NORTHWEST OF A
 BX1200'CONCRETE GAS LINE MARK, 28 FEET SOUTHWEST OF THE CENTER LINE OF A
 BX1200'TRAIL ROAD, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2
 BX1200'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1200'POST PROJECTING 5 INCHES.
 BX1200
 BX1200                          STATION RECOVERY (1994)
 BX1200
 BX1200'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1200'MARK NOT FOUND.
 BX1200
 BX1200                          STATION RECOVERY (2001)
 BX1200
 BX1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1200'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1823 ***********************************************************************
 AU1823  DESIGNATION -  K 187
 AU1823  PID         -  AU1823
 AU1823  STATE/COUNTY-  LA/ST MARY
 AU1823  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU1823
 AU1823                         *CURRENT SURVEY CONTROL
 AU1823  ___________________________________________________________________
 AU1823* NAD 83(1986)-  29 32 01.     (N)    091 32 03.     (W)     SCALED    
 AU1823* NAVD 88     -         0.96   (+/-2cm)       3.1    (feet)  VERTCON   
 AU1823  ___________________________________________________________________
 AU1823  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AU1823
 AU1823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AU1823
 AU1823.The horizontal coordinates were scaled from a topographic map and have
 AU1823.an estimated accuracy of +/- 6 seconds.
 AU1823
 AU1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1823.The vertical order pertains to the NGVD 29 superseded value.
 AU1823
 AU1823.The geoid height was determined by GEOID03.
 AU1823
 AU1823;                    North         East    Units  Estimated Accuracy
 AU1823;SPC LA S     -   114,590.      980,530.      MT  (+/- 180 meters Scaled)
 AU1823
 AU1823                          SUPERSEDED SURVEY CONTROL
 AU1823
 AU1823  NGVD 29 (??/??/??)    1.011  (m)            3.32   (f) ADJUSTED    2 0
 AU1823
 AU1823.Superseded values are not recommended for survey control.
 AU1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1823.See file dsdata.txt to determine how the superseded data were derived.
 AU1823
 AU1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN420680(NAD 83)
 AU1823_MARKER: DB = BENCH MARK DISK
 AU1823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1823_SP_SET: 24 FT
 AU1823_STAMPING: K 187 1961
 AU1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1823
 AU1823  HISTORY     - Date     Condition        Report By
 AU1823  HISTORY     - 1961     MONUMENTED       CGS
 AU1823
 AU1823                          STATION DESCRIPTION
 AU1823
 AU1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AU1823'19.45 MI SW FROM BAYOU SALE.
 AU1823'LOCATED ABOUT 17.35 MILES SOUTHWEST ALONG STATE HIGHWAY 317 FROM THE
 AU1823'TEXAS AND NEW ORLEANS RAILROAD STATION AT BAYOU SALE TO THE END OF
 AU1823'ROAD AT TEXACO FIELD OFFICE.  THENCE 2.1 MILES BY BOAT FROM THE TEXACO
 AU1823'FIELD OFFICE.  THE MARK IS LOCATED AT THE SOUTH END OF A WOODED AREA
 AU1823'IN THE SWAMP ALONG THE EASTERN SHORE OF BAYOU SALE BAY. IT IS 94.0
 AU1823'FEET EAST-SOUTHEAST OF THE EAST BANK OF BAYOU SALE BAY, 26.0 FEET
 AU1823'SOUTH OF A 48-INCH LIVE OAK TREE WITH A WITNESS SIGN NAILED ON THE
 AU1823'SOUTH SIDE OF THE TREE, 4.7 FEET WEST OF A METAL WITNESS POST. A
 AU1823'STANDARD DISK, CLAMPED TO A 5/8-INCH COPPER ROD (DRIVEN 24 FEET)
 AU1823'ENCASED IN A 6-INCH ORANGEBURG PIPE FILLED WITH CONCRETE.  THE MARK
 AU1823'PROJECTS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1552 ***********************************************************************
 BJ1552  DESIGNATION -  K 19
 BJ1552  PID         -  BJ1552
 BJ1552  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1552  USGS QUAD   -  PONCHATOULA (1994)
 BJ1552
 BJ1552                         *CURRENT SURVEY CONTROL
 BJ1552  ___________________________________________________________________
 BJ1552* NAD 83(1986)-  30 24 46.     (N)    090 26 00.     (W)     SCALED    
 BJ1552* NAVD 88     -         2.214  (meters)       7.26   (feet)  ADJUSTED  
 BJ1552  ___________________________________________________________________
 BJ1552  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BJ1552  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 BJ1552  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ1552
 BJ1552  VERT ORDER  -  FIRST     CLASS I
 BJ1552
 BJ1552.The horizontal coordinates were scaled from a topographic map and have
 BJ1552.an estimated accuracy of +/- 6 seconds.
 BJ1552
 BJ1552.The orthometric height was determined by differential leveling
 BJ1552.and adjusted by the National Geodetic Survey in February 1994..
 BJ1552
 BJ1552.The geoid height was determined by GEOID03.
 BJ1552
 BJ1552.The dynamic height is computed by dividing the NAVD 88
 BJ1552.geopotential number by the normal gravity value computed on the
 BJ1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1552.degrees latitude (g = 980.6199 gals.).
 BJ1552
 BJ1552.The modeled gravity was interpolated from observed gravity values.
 BJ1552
 BJ1552;                    North         East    Units  Estimated Accuracy
 BJ1552;SPC LA S     -   212,360.    1,086,470.      MT  (+/- 180 meters Scaled)
 BJ1552
 BJ1552                          SUPERSEDED SURVEY CONTROL
 BJ1552
 BJ1552  NAVD 88 (06/15/91)    2.275  (m)            7.46   (f) UNKNOWN     1 1
 BJ1552  NGVD 29 (??/??/??)    2.258  (m)            7.41   (f) ADJUSTED    1 1
 BJ1552
 BJ1552.Superseded values are not recommended for survey control.
 BJ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1552.See file dsdata.txt to determine how the superseded data were derived.
 BJ1552
 BJ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP465673(NAD 83)
 BJ1552_MARKER: DB = BENCH MARK DISK
 BJ1552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1552_SP_SET: FOOTING
 BJ1552_STAMPING: K 19 1934 7.933
 BJ1552_MARK LOGO: CGS   
 BJ1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1552+STABILITY: SURFACE MOTION
 BJ1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1552+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1552
 BJ1552  HISTORY     - Date     Condition        Report By
 BJ1552  HISTORY     - 1934     MONUMENTED       CGS
 BJ1552  HISTORY     - 1969     GOOD             CGS
 BJ1552  HISTORY     - 1975     GOOD             LADTD
 BJ1552  HISTORY     - 1986     GOOD             NGS
 BJ1552  HISTORY     - 19920617 GOOD             NGS
 BJ1552
 BJ1552                          STATION DESCRIPTION
 BJ1552
 BJ1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1552'1.9 MI S FROM PONCHATOULA.
 BJ1552'ABOUT 1.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1552'STATION AT PONCHATOULA, 0.25 MILE NORTH OF MILEPOST 866, SET ON THE
 BJ1552'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR SIGNAL NO.
 BJ1552'865.7, 80 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD CROSSING,
 BJ1552'7 FEET WEST OF THE WEST RAIL AND ABOUT LEVEL WITH THE TRACK. T 7S, R
 BJ1552'8E.
 BJ1552
 BJ1552                          STATION RECOVERY (1975)
 BJ1552
 BJ1552'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ1552'RECOVERED IN GOOD CONDITION.
 BJ1552
 BJ1552                          STATION RECOVERY (1986)
 BJ1552
 BJ1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1552'RECOVERED IN GOOD CONDITION.
 BJ1552
 BJ1552                          STATION RECOVERY (1992)
 BJ1552
 BJ1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1552'3.0 KM (1.85 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1552'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, NEAR THE SOUTHEAST
 BJ1552'CORNER OF THE CONCRETE FOOTING FOR RAILROAD SIGNAL NUMBER 865.7, 24.4
 BJ1552'M (80.1 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 2.1 M
 BJ1552'(6.9 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE
 BJ1552'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1004 ***********************************************************************
 BJ1004  DESIGNATION -  K 197 RESET
 BJ1004  PID         -  BJ1004
 BJ1004  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1004  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1004
 BJ1004                         *CURRENT SURVEY CONTROL
 BJ1004  ___________________________________________________________________
 BJ1004* NAD 83(1986)-  30 21 09.     (N)    091 10 22.     (W)     SCALED    
 BJ1004* NAVD 88     -         7.312  (meters)      23.99   (feet)  ADJUSTED  
 BJ1004  ___________________________________________________________________
 BJ1004  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1004  DYNAMIC HT  -           7.302 (meters)      23.96  (feet)  COMP
 BJ1004  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 BJ1004
 BJ1004  VERT ORDER  -  FIRST     CLASS I
 BJ1004
 BJ1004.The horizontal coordinates were scaled from a topographic map and have
 BJ1004.an estimated accuracy of +/- 6 seconds.
 BJ1004
 BJ1004.The orthometric height was determined by differential leveling
 BJ1004.and adjusted by the National Geodetic Survey in February 1994..
 BJ1004
 BJ1004.The geoid height was determined by GEOID03.
 BJ1004
 BJ1004.The dynamic height is computed by dividing the NAVD 88
 BJ1004.geopotential number by the normal gravity value computed on the
 BJ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1004.degrees latitude (g = 980.6199 gals.).
 BJ1004
 BJ1004.The modeled gravity was interpolated from observed gravity values.
 BJ1004
 BJ1004;                    North         East    Units  Estimated Accuracy
 BJ1004;SPC LA S     -   205,350.    1,015,440.      MT  (+/- 180 meters Scaled)
 BJ1004
 BJ1004                          SUPERSEDED SURVEY CONTROL
 BJ1004
 BJ1004  NGVD 29 (??/??/??)    7.365  (m)           24.16   (f) ADJUSTED    1 1
 BJ1004
 BJ1004.Superseded values are not recommended for survey control.
 BJ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1004.See file dsdata.txt to determine how the superseded data were derived.
 BJ1004
 BJ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP756592(NAD 83)
 BJ1004_MARKER: DB = BENCH MARK DISK
 BJ1004_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BJ1004+WITH SETTING: INFORMATION.
 BJ1004_SP_SET: SHALLOW-SET METAL ROD
 BJ1004_STAMPING: K 197 RESET 1976
 BJ1004_MARK LOGO: NGS   
 BJ1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1004
 BJ1004  HISTORY     - Date     Condition        Report By
 BJ1004  HISTORY     - 1976     MONUMENTED       NGS
 BJ1004  HISTORY     - 1976     GOOD             NGS
 BJ1004  HISTORY     - 1986     GOOD             NGS
 BJ1004
 BJ1004                          STATION DESCRIPTION
 BJ1004
 BJ1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ1004'1.8 MI NW FROM BURTVILLE.
 BJ1004'LOCATED 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 327 FROM THE JUNCTION
 BJ1004'OF STATE HIGHWAY 30, AT THE INTERSECTION OF BEN HUR ROAD.  IT IS 41
 BJ1004'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 327, 26.5 FEET SOUTH OF
 BJ1004'THE PROJECTED CENTERLINE OF BEN HUR ROAD, 26 FEET SOUTH OF THE CENTER
 BJ1004'OF A METAL GATE, 17 FEET SOUTH OF THE SOUTH GATEPOST OF THE GATE AND
 BJ1004'ON THE PROJECTION OF THE SOUTH RIGHT-OF-WAY FENCE OF BEN HUR ROAD, 154
 BJ1004'FEET EAST OF THE CENTER OF THE TOP OF THE LEVEE, 42 FEET NORTHWEST OF
 BJ1004'THE WEST END OF A 24 INCH CROSS DRAIN UNDER STATE HIGHWAY 327, 92.5
 BJ1004'FEET SOUTH-SOUTHWEST OF THE WEST END OF A 24-INCH CROSS DRAIN UNDER
 BJ1004'STATE HIGHWAY 327, 1 FOOT WEST OF A FENCE LINE, 0.6 FEET SOUTH OF A
 BJ1004'METAL WITNESS POST.  IT IS A SHORT ROD TYPE MARK FLUSH WITH THE
 BJ1004'GROUND.
 BJ1004
 BJ1004                          STATION RECOVERY (1976)
 BJ1004
 BJ1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1004'2.2 MI NORTHWEST ALONG RIVER ROAD (STATE HIGHWAY 327) FROM ITS
 BJ1004'JUNCTION WITH STATE HIGHWAY 30, AT THE JUNCTION OF A GRAVEL ROAD
 BJ1004'LEADING NORTH, 42 SOUTHWEST OF THE SOUTH END OF A 18 INCH PIPE CULVERT
 BJ1004'UNDER ROAD, 44 FT SOUTH OF THE CENTER LINE OF THE ROAD, 50 FT
 BJ1004'SOUTHEAST OF THE EXTENDED CENTER LINE OF THE GRAVEL ROAD AND RIVER
 BJ1004'ROAD, 26 FT EAST OF THE CENTER LINE OF A METAL GATE, 1 FT SOUTH OF A
 BJ1004'FENCE LINE.
 BJ1004
 BJ1004                          STATION RECOVERY (1986)
 BJ1004
 BJ1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1783 ***********************************************************************
 BJ1783  DESIGNATION -  K 20
 BJ1783  PID         -  BJ1783
 BJ1783  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1783  USGS QUAD   -  KENTWOOD (1980)
 BJ1783
 BJ1783                         *CURRENT SURVEY CONTROL
 BJ1783  ___________________________________________________________________
 BJ1783* NAD 83(1986)-  30 56 22.     (N)    090 30 20.     (W)     SCALED    
 BJ1783* NAVD 88     -        61.780  (meters)     202.69   (feet)  READJUSTED
 BJ1783  ___________________________________________________________________
 BJ1783  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1783  DYNAMIC HT  -          61.700 (meters)     202.43  (feet)  COMP
 BJ1783  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 BJ1783
 BJ1783  VERT ORDER  -  ?
 BJ1783
 BJ1783.The horizontal coordinates were scaled from a topographic map and have
 BJ1783.an estimated accuracy of +/- 6 seconds.
 BJ1783
 BJ1783.The orthometric height was determined by differential leveling
 BJ1783.and adjusted by the National Geodetic Survey in June 1991..
 BJ1783.The height was derived from older observations constrained to new
 BJ1783.heights in a crustal motion area.  The height is approximate in
 BJ1783.relation to other heights in its vicinity.
 BJ1783
 BJ1783.The geoid height was determined by GEOID03.
 BJ1783
 BJ1783.The dynamic height is computed by dividing the NAVD 88
 BJ1783.geopotential number by the normal gravity value computed on the
 BJ1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1783.degrees latitude (g = 980.6199 gals.).
 BJ1783
 BJ1783.The modeled gravity was interpolated from observed gravity values.
 BJ1783
 BJ1783;                    North         East    Units  Estimated Accuracy
 BJ1783;SPC LA S     -   270,700.    1,079,110.      MT  (+/- 180 meters Scaled)
 BJ1783
 BJ1783                          SUPERSEDED SURVEY CONTROL
 BJ1783
 BJ1783  NGVD 29 (??/??/??)   61.765  (m)          202.64   (f) ADJUSTED    1 1
 BJ1783
 BJ1783.Superseded values are not recommended for survey control.
 BJ1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1783.See file dsdata.txt to determine how the superseded data were derived.
 BJ1783
 BJ1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ383255(NAD 83)
 BJ1783_MARKER: DB = BENCH MARK DISK
 BJ1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1783_STAMPING: K 20 1934 202.949
 BJ1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1783+STABILITY: SURFACE MOTION
 BJ1783
 BJ1783  HISTORY     - Date     Condition        Report By
 BJ1783  HISTORY     - 1934     MONUMENTED       CGS
 BJ1783  HISTORY     - 1969     GOOD             CGS
 BJ1783  HISTORY     - 1978     MARK NOT FOUND   USGS
 BJ1783
 BJ1783                          STATION DESCRIPTION
 BJ1783
 BJ1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1783'0.1 MI SW FROM KENTWOOD.
 BJ1783'ABOUT 0.1 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1783'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, NEAR THE EAST END OF THE
 BJ1783'ABANDONED RAILROAD STATION, NEAR THE CROSSING OF AVENUE G, 64.5 FEET
 BJ1783'NORTH OF THE CENTER OF THE CROSSING OF AVENUE G AND THE MAIN TRACK, 50
 BJ1783'FEET NORTHEAST OF THE CENTER LINE OF AVENUE G, 19 FEET NORTHWEST OF
 BJ1783'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 1.3 FEET EAST OF THE EAST
 BJ1783'EDGE OF A WOODEN LOADING RAMP, 1.7 FEET SOUTHWEST OF MILEPOST 829,
 BJ1783'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BJ1783'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1783
 BJ1783                          STATION RECOVERY (1978)
 BJ1783
 BJ1783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BJ1783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1784 ***********************************************************************
 BJ1784  DESIGNATION -  K 20 RESET
 BJ1784  PID         -  BJ1784
 BJ1784  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1784  USGS QUAD   -  KENTWOOD (1980)
 BJ1784
 BJ1784                         *CURRENT SURVEY CONTROL
 BJ1784  ___________________________________________________________________
 BJ1784* NAD 83(1986)-  30 56 12.     (N)    090 30 24.     (W)     SCALED    
 BJ1784* NAVD 88     -        61.718  (meters)     202.49   (feet)  ADJUSTED  
 BJ1784  ___________________________________________________________________
 BJ1784  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ1784  DYNAMIC HT  -          61.639 (meters)     202.23  (feet)  COMP
 BJ1784  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ1784
 BJ1784  VERT ORDER  -  FIRST     CLASS II
 BJ1784
 BJ1784.The horizontal coordinates were scaled from a topographic map and have
 BJ1784.an estimated accuracy of +/- 6 seconds.
 BJ1784
 BJ1784.The orthometric height was determined by differential leveling
 BJ1784.and adjusted by the National Geodetic Survey in February 1994..
 BJ1784
 BJ1784.The geoid height was determined by GEOID03.
 BJ1784
 BJ1784.The dynamic height is computed by dividing the NAVD 88
 BJ1784.geopotential number by the normal gravity value computed on the
 BJ1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1784.degrees latitude (g = 980.6199 gals.).
 BJ1784
 BJ1784.The modeled gravity was interpolated from observed gravity values.
 BJ1784
 BJ1784;                    North         East    Units  Estimated Accuracy
 BJ1784;SPC LA S     -   270,390.    1,079,010.      MT  (+/- 180 meters Scaled)
 BJ1784
 BJ1784                          SUPERSEDED SURVEY CONTROL
 BJ1784
 BJ1784  NGVD 29 (??/??/??)   61.74   (m)          202.6    (f) RESET       3  
 BJ1784
 BJ1784.Superseded values are not recommended for survey control.
 BJ1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1784.See file dsdata.txt to determine how the superseded data were derived.
 BJ1784
 BJ1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ382252(NAD 83)
 BJ1784_MARKER: DV = VERTICAL CONTROL DISK
 BJ1784_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1784_SP_SET: FOOTING
 BJ1784_STAMPING: K 20 RESET 1973
 BJ1784_MARK LOGO: NGS   
 BJ1784_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1784+STABILITY: SURFACE MOTION
 BJ1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1784+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 BJ1784
 BJ1784  HISTORY     - Date     Condition        Report By
 BJ1784  HISTORY     - 1973     MONUMENTED       NGS
 BJ1784  HISTORY     - 1985     GOOD             LADTD
 BJ1784  HISTORY     - 19890524 GOOD             LADTD
 BJ1784  HISTORY     - 19920630 GOOD             NGS
 BJ1784  HISTORY     - 20060412 GOOD             NGS
 BJ1784
 BJ1784                          STATION DESCRIPTION
 BJ1784
 BJ1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ1784'IN KENTWOOD.
 BJ1784'LOCATED AT KENTWOOD AT THE INTERSECTION OF STATE HIGHWAY 38 AND THE
 BJ1784'ILLINOIS CENTRAL RAILROAD, ABOUT 75 YARDS SOUTH OF THE RAILROAD
 BJ1784'STATION, 97 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 38, 29 FEET EAST
 BJ1784'OF THE EAST RAIL OF THE MAIN TRACKS, 7.5 FEET EAST OF THE EAST RAIL OF
 BJ1784'THE SIDE TRACK, 54.5 FEET NORTH OF A TELEGRAPH POLE, 202 FEET SOUTH OF
 BJ1784'THE SOUTHWEST CORNER OF THE KENTWOOD FARM CENTER, 50 FEET WEST OF THE
 BJ1784'CENTER OF A GRAVELED ROAD.  IT IS A BENCH MARK DISK SET IN A DRILL
 BJ1784'HOLE IN THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE SIGNAL
 BJ1784'BOX FOR THE RAILROAD CROSSING.  IT PROJECTS 1 FOOT.
 BJ1784
 BJ1784                          STATION RECOVERY (1985)
 BJ1784
 BJ1784'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ1784'ABOUT 0.3 KM (0.2 MI) SOUTH ON FIFTH STREET FROM THE POST OFFICE IN
 BJ1784'KENTWOOD TO THE INTERSECTION OF FIFTH STREET AND STATE HIGHWAY 38,
 BJ1784'THENCE EAST (LEFT) ON STATE HIGHWAY 38 FOR 0.4 KM (0.25 MI) TO THE
 BJ1784'BENCH MARK ON THE RIGHT, 31.7 METERS (104 FT) SOUTH SOUTHWEST OF THE
 BJ1784'CENTERLINE OF STATE HIGHWAY 38, 24.5 METERS (80.5 FT) SOUTH SOUTHEAST
 BJ1784'OF A SIGNAL CROSSING GATE ON THE SOUTH SIDE OF STATE HIGHWAY 38,
 BJ1784'16 METERS (52.5 FT) WEST SOUTHWEST OF A TELEGRAPH POLE, AND 8.8 METERS
 BJ1784'(29 FT) EAST OF THE EAST RAIL OF THE EAST MAIN LINE OF THE ILLINOIS
 BJ1784'CENTRAL GULF RAILROAD.  SET IN CONCRETE BASE PROJECTING 30 CM.
 BJ1784
 BJ1784                          STATION RECOVERY (1989)
 BJ1784
 BJ1784'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ1784'THE STATION IS LOCATED IN KENTWOOD AT THE JUNCTION OF STATE HIGHWAY 38
 BJ1784'AND THE ILLINOIS CENTRAL GULF RAILROAD.  OWNERSHIP--ILLINOIS CENTRAL
 BJ1784'GULF RAILROAD.
 BJ1784'TO REACH THE STATION FROM THE POST OFFICE IN KENTWOOD GO SOUTH FOR 0.3
 BJ1784'KM (0.20 MI) TO THE JUNCTION WITH HIGHWAY 38.  TURN LEFT AND GO EAST
 BJ1784'FOR 0.4 KM (0.25 MI) ON HIGHWAY 38 TO MARK ON THE RIGHT AT A RAILROAD
 BJ1784'STATION,  31.7 M (104.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF
 BJ1784'THE HIGHWAY, 24.5 M (80.4 FT) SOUTH-SOUTHEAST FROM A SIGNAL CROSSING
 BJ1784'GATE ON THE SOUTH SIDE OF THE HIGHWAY, 16.0 M (52.5 FT) WEST-SOUTHWEST
 BJ1784'FROM A TELEGRAPH POLE, 8.8 M (28.9 FT) EAST FROM THE EAST RAIL OF THE
 BJ1784'MAIN TRACK OF THE RAILROAD.  THE MARK IS PROJECTING 3 CM ABOVE THE
 BJ1784'GROUND AND 0.1 M (0.3 FT) ABOVE THE RAILROAD TRACKS.
 BJ1784
 BJ1784                          STATION RECOVERY (1992)
 BJ1784
 BJ1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1784'IN KENTWOOD, AT THE INTERSECTION OF THE ILLINOIS CENTRAL RAILROAD AND
 BJ1784'STATE HIGHWAY 38, NEAR THE NORTHWEST CORNER THE CONCRETE FOOTING FOR
 BJ1784'A RAILROAD SIGNAL (SIGNAL REMOVED), 30.0 M (98.4 FT) SOUTH OF THE
 BJ1784'CENTERLINE OF THE HIGHWAY, 14.8 M (48.6 FT) WEST OF THE CENTER OF A
 BJ1784'GRAVELED DRIVEWAY, 12.0 M (39.4 FT) SOUTHWEST OF A UTILITY POLE, 4.3
 BJ1784'M (14.1 FT) EAST OF THE NEAR RAIL, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 BJ1784'THE TRACK, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.
 BJ1784
 BJ1784                          STATION RECOVERY (2006)
 BJ1784
 BJ1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1784'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0726 ***********************************************************************
 BJ0726  DESIGNATION -  K 204 RESET
 BJ0726  PID         -  BJ0726
 BJ0726  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0726  USGS QUAD   -  LOBDELL (1992)
 BJ0726
 BJ0726                         *CURRENT SURVEY CONTROL
 BJ0726  ___________________________________________________________________
 BJ0726* NAD 83(1986)-  30 29 56.     (N)    091 18 18.     (W)     SCALED    
 BJ0726* NAVD 88     -         7.579  (meters)      24.87   (feet)  ADJUSTED  
 BJ0726  ___________________________________________________________________
 BJ0726  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0726  DYNAMIC HT  -           7.569 (meters)      24.83  (feet)  COMP
 BJ0726  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BJ0726
 BJ0726  VERT ORDER  -  FIRST     CLASS I
 BJ0726
 BJ0726.The horizontal coordinates were scaled from a topographic map and have
 BJ0726.an estimated accuracy of +/- 6 seconds.
 BJ0726
 BJ0726.The orthometric height was determined by differential leveling
 BJ0726.and adjusted by the National Geodetic Survey in February 1994..
 BJ0726
 BJ0726.The geoid height was determined by GEOID03.
 BJ0726
 BJ0726.The dynamic height is computed by dividing the NAVD 88
 BJ0726.geopotential number by the normal gravity value computed on the
 BJ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0726.degrees latitude (g = 980.6199 gals.).
 BJ0726
 BJ0726.The modeled gravity was interpolated from observed gravity values.
 BJ0726
 BJ0726;                    North         East    Units  Estimated Accuracy
 BJ0726;SPC LA S     -   221,570.    1,002,720.      MT  (+/- 180 meters Scaled)
 BJ0726
 BJ0726                          SUPERSEDED SURVEY CONTROL
 BJ0726
 BJ0726  NAVD 88 (06/15/91)    7.636  (m)           25.05   (f) UNKNOWN     1 1
 BJ0726  NGVD 29 (??/??/??)    7.600  (m)           24.93   (f) ADJUSTED    1 1
 BJ0726
 BJ0726.Superseded values are not recommended for survey control.
 BJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0726.See file dsdata.txt to determine how the superseded data were derived.
 BJ0726
 BJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP626752(NAD 83)
 BJ0726_MARKER: DB = BENCH MARK DISK
 BJ0726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0726_SP_SET: HEADWALL
 BJ0726_STAMPING: K 204 1964 RESET 1969
 BJ0726_MARK LOGO: CGS   
 BJ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0726+STABILITY: SURFACE MOTION
 BJ0726
 BJ0726  HISTORY     - Date     Condition        Report By
 BJ0726  HISTORY     - 1969     MONUMENTED       CGS
 BJ0726  HISTORY     - 1976     GOOD             NGS
 BJ0726  HISTORY     - 1981     GOOD             LADTD
 BJ0726  HISTORY     - 1986     GOOD             NGS
 BJ0726
 BJ0726                          STATION DESCRIPTION
 BJ0726
 BJ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0726'3.6 MI W FROM KAHNS.
 BJ0726'LOCATED ABOUT 3.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BJ0726'THE STATE HIGHWAY 415 OVERPASS AT KAHNS, 0.15 MILE WEST OF THE
 BJ0726'WIEGHING STATION, 195 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 51
 BJ0726'FEET EAST OF THE CENTER OF THE DRIVEWAY FOR THE HOUSE WITH THE BROWN
 BJ0726'IMITATION ASBESTOS SIDING, 105 FEET SOUTH OF THE SOUTHEAST CORNER OF
 BJ0726'THE SAME HOUSE, 125 FEET SOUTHEAST OF A POWER POLE, 21.5 FEET NORTH OF
 BJ0726'THE CENTER OF THE WEST BOUND LANE OF TRAFFIC ON U.S. HIGHWAY 190, AND
 BJ0726'2.2 FEET EAST OF A METAL WITNESS POST AND THE WEST END OF THE CONCRETE
 BJ0726'CULVERT.  IT IS A BENCH MARK DISK, SET IN A DRILL HOLE IN THE WEST END
 BJ0726'OF THE NORTH HEADWALL OF A 5 BY 5 CONCRETE CULVERT AND ABOUT LEVEL
 BJ0726'WITH THE HIGHWAY.
 BJ0726
 BJ0726                          STATION RECOVERY (1976)
 BJ0726
 BJ0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0726'3.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0726'STATE HIGHWAY 415 OVERPASS, 0.15 MILE NORTHWEST OF THE STATE TRUCK
 BJ0726'SCALES, AT THE CROSSING OF A POWER TRANSMISSION LINE, 195.6 FT.
 BJ0726'NORTHEAST OF THE NORTHEAST RAIL, 22 FT. NORTHEAST OF THE CENTER LINE
 BJ0726'OF THE NORTHEAST HIGHWAY LANES OF U.S. HIGHWAY 190, IN THE TOP OF
 BJ0726'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A HIGHWAY
 BJ0726'CONCRETE BOX CULVERT, 1.6 FT. SOUTHEAST OF THE NORTHWEST END OF THE
 BJ0726'HEAD WALL.
 BJ0726
 BJ0726                          STATION RECOVERY (1981)
 BJ0726
 BJ0726'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0726'RECOVERED IN GOOD CONDITION.
 BJ0726
 BJ0726                          STATION RECOVERY (1986)
 BJ0726
 BJ0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0318 ***********************************************************************
 BJ0318  DESIGNATION -  K 205
 BJ0318  PID         -  BJ0318
 BJ0318  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0318  USGS QUAD   -  LOTTIE (1994)
 BJ0318
 BJ0318                         *CURRENT SURVEY CONTROL
 BJ0318  ___________________________________________________________________
 BJ0318* NAD 83(1986)-  30 33 31.     (N)    091 42 30.     (W)     SCALED    
 BJ0318* NAVD 88     -         7.425  (meters)      24.36   (feet)  ADJUSTED  
 BJ0318  ___________________________________________________________________
 BJ0318  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0318  DYNAMIC HT  -           7.415 (meters)      24.33  (feet)  COMP
 BJ0318  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ0318
 BJ0318  VERT ORDER  -  FIRST     CLASS I
 BJ0318
 BJ0318.The horizontal coordinates were scaled from a topographic map and have
 BJ0318.an estimated accuracy of +/- 6 seconds.
 BJ0318
 BJ0318.The orthometric height was determined by differential leveling
 BJ0318.and adjusted by the National Geodetic Survey in February 1994..
 BJ0318
 BJ0318.The geoid height was determined by GEOID03.
 BJ0318
 BJ0318.The dynamic height is computed by dividing the NAVD 88
 BJ0318.geopotential number by the normal gravity value computed on the
 BJ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0318.degrees latitude (g = 980.6199 gals.).
 BJ0318
 BJ0318.The modeled gravity was interpolated from observed gravity values.
 BJ0318
 BJ0318;                    North         East    Units  Estimated Accuracy
 BJ0318;SPC LA S     -   228,250.      964,020.      MT  (+/- 180 meters Scaled)
 BJ0318
 BJ0318                          SUPERSEDED SURVEY CONTROL
 BJ0318
 BJ0318  NAVD 88 (06/15/91)    7.499  (m)           24.60   (f) UNKNOWN     1 1
 BJ0318  NGVD 29 (??/??/??)    7.465  (m)           24.49   (f) ADJUSTED    1 1
 BJ0318
 BJ0318.Superseded values are not recommended for survey control.
 BJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0318.See file dsdata.txt to determine how the superseded data were derived.
 BJ0318
 BJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP238813(NAD 83)
 BJ0318_MARKER: DB = BENCH MARK DISK
 BJ0318_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ0318_SP_SET: CONCRETE GUARD RAIL
 BJ0318_STAMPING: K 205 1964
 BJ0318_MARK LOGO: CGS   
 BJ0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0318
 BJ0318  HISTORY     - Date     Condition        Report By
 BJ0318  HISTORY     - 1964     MONUMENTED       CGS
 BJ0318  HISTORY     - 1976     GOOD             NGS
 BJ0318  HISTORY     - 1986     GOOD             NGS
 BJ0318
 BJ0318                          STATION DESCRIPTION
 BJ0318
 BJ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0318'4.05 MI E FROM KROTZ SPRINGS.
 BJ0318'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0318'STATION AT KROTZ SPRINGS, THENCE 0.55 MILE NORTH ALONG A LEVEE AND A
 BJ0318'GRAVELED ROAD, THENCE 2.45 MILES EAST ALONG A PAVED ROAD WHICH WAS
 BJ0318'FORMERLY U.S. HIGHWAY 190, OR ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY
 BJ0318'190 FROM THE INTERSECTION OF THE HIGHWAY AND STATE ROAD 81 AT LOTTIE,
 BJ0318'THENCE 2.7 MILES WEST ALONG A PAVED ROAD, SET IN THE TOP OF THE EAST
 BJ0318'END OF THE CONCRETE BASE FOR THE NORTH GUARD RAIL OF A CONCRETE BRIDGE
 BJ0318'OVER A DITCH, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 BJ0318'NORTH OF THE CENTER LINE OF THE BRIDGE, AND ABOUT 1/2 FOOT ABOVE THE
 BJ0318'LEVEL OF THE ROAD.
 BJ0318
 BJ0318                          STATION RECOVERY (1976)
 BJ0318
 BJ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0318'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD, FROM THE POST
 BJ0318'OFFICE, THENCE 0.6 MILES NORTH ALONG A LEVEE ROAD, THENCE 2.4 MILES
 BJ0318'EAST ALONG A PAVED ROAD, 4.1 MILES WEST OF LOTTIE, AT A CONCRETE
 BJ0318'BRIDGE, IN THE TOP OF THE EAST END OF THE CONCRETE BASE FOR THE
 BJ0318'NORTH CONCRETE GUARDRAIL, 31 FT NORTH OF THE CENTER LINE OF THE ROAD,
 BJ0318'20 FT NORTH OF THE CENTER LINE OF THE BRIDGE, 4.4 FT WEST OF THE
 BJ0318'EAST END OF THE BASE.
 BJ0318
 BJ0318                          STATION RECOVERY (1986)
 BJ0318
 BJ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0116 ***********************************************************************
 BJ0116  DESIGNATION -  K 207
 BJ0116  PID         -  BJ0116
 BJ0116  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0116  USGS QUAD   -  BATCHELOR (1973)
 BJ0116
 BJ0116                         *CURRENT SURVEY CONTROL
 BJ0116  ___________________________________________________________________
 BJ0116* NAD 83(1986)-  30 50 12.     (N)    091 38 05.     (W)     SCALED    
 BJ0116* NAVD 88     -        13.31   (+/-2cm)      43.7    (feet)  VERTCON   
 BJ0116  ___________________________________________________________________
 BJ0116  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0116
 BJ0116  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0116
 BJ0116.The horizontal coordinates were scaled from a topographic map and have
 BJ0116.an estimated accuracy of +/- 6 seconds.
 BJ0116
 BJ0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0116.The vertical order pertains to the NGVD 29 superseded value.
 BJ0116
 BJ0116.The geoid height was determined by GEOID03.
 BJ0116
 BJ0116;                    North         East    Units  Estimated Accuracy
 BJ0116;SPC LA S     -   259,050.      971,170.      MT  (+/- 180 meters Scaled)
 BJ0116
 BJ0116                          SUPERSEDED SURVEY CONTROL
 BJ0116
 BJ0116  NGVD 29 (??/??/??)   13.297  (m)           43.63   (f) ADJUSTED    1 2
 BJ0116
 BJ0116.Superseded values are not recommended for survey control.
 BJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0116.See file dsdata.txt to determine how the superseded data were derived.
 BJ0116
 BJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ305122(NAD 83)
 BJ0116_MARKER: DB = BENCH MARK DISK
 BJ0116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0116_SP_SET: 96 FEET
 BJ0116_STAMPING: K 207 1964
 BJ0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0116
 BJ0116  HISTORY     - Date     Condition        Report By
 BJ0116  HISTORY     - 1964     MONUMENTED       CGS
 BJ0116  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0116
 BJ0116                          STATION DESCRIPTION
 BJ0116
 BJ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0116'1.8 MI NW FROM LACOUR.
 BJ0116'ABOUT 1.8 MILES NORTHWEST ALONG STATE ROAD 419 FROM THE GENERAL STORE
 BJ0116'AT LACOUR, ABOUT 0.1 MILE EAST OF A FENCE AND A CATTLE GUARD ON A
 BJ0116'LEVEE, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 126 FEET SOUTH OF
 BJ0116'THE CENTER LINE OF THE LEVEE, 2 FEET SOUTHWEST OF A TELEPHONE POLE, 1
 BJ0116'FOOT NORTH OF A FENCE, 3.0 FEET WEST OF A WOODEN WITNESS POST, ABOUT
 BJ0116'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BJ0116'THAT IS DRIVEN TO A DEPTH OF 96 FEET AND IS ENCASED IN A 5-INCH CAST
 BJ0116'IRON PIPE WHICH PROJECTS 6 INCHES.
 BJ0116
 BJ0116                          STATION RECOVERY (1976)
 BJ0116
 BJ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0155 ***********************************************************************
 BJ0155  DESIGNATION -  K 208
 BJ0155  PID         -  BJ0155
 BJ0155  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0155  USGS QUAD   -  SIMMESPORT (1969)
 BJ0155
 BJ0155                         *CURRENT SURVEY CONTROL
 BJ0155  ___________________________________________________________________
 BJ0155* NAD 83(1986)-  30 58 46.     (N)    091 47 41.     (W)     SCALED    
 BJ0155* NAVD 88     -        14.237  (meters)      46.71   (feet)  ADJUSTED  
 BJ0155  ___________________________________________________________________
 BJ0155  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0155  DYNAMIC HT  -          14.219 (meters)      46.65  (feet)  COMP
 BJ0155  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 BJ0155
 BJ0155  VERT ORDER  -  FIRST     CLASS I
 BJ0155
 BJ0155.The horizontal coordinates were scaled from a topographic map and have
 BJ0155.an estimated accuracy of +/- 6 seconds.
 BJ0155
 BJ0155.The orthometric height was determined by differential leveling
 BJ0155.and adjusted by the National Geodetic Survey in February 1994..
 BJ0155
 BJ0155.The geoid height was determined by GEOID03.
 BJ0155
 BJ0155.The dynamic height is computed by dividing the NAVD 88
 BJ0155.geopotential number by the normal gravity value computed on the
 BJ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0155.degrees latitude (g = 980.6199 gals.).
 BJ0155
 BJ0155.The modeled gravity was interpolated from observed gravity values.
 BJ0155
 BJ0155;                    North         East    Units  Estimated Accuracy
 BJ0155;SPC LA S     -   274,930.      955,920.      MT  (+/- 180 meters Scaled)
 BJ0155
 BJ0155                          SUPERSEDED SURVEY CONTROL
 BJ0155
 BJ0155  NAVD 88 (06/15/91)   14.263  (m)           46.79   (f) UNKNOWN     1 1
 BJ0155  NGVD 29 (??/??/??)   14.216  (m)           46.64   (f) ADJUSTED    1 1
 BJ0155
 BJ0155.Superseded values are not recommended for survey control.
 BJ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0155.See file dsdata.txt to determine how the superseded data were derived.
 BJ0155
 BJ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ150279(NAD 83)
 BJ0155_MARKER: DB = BENCH MARK DISK
 BJ0155_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0155_SP_SET: 80 FEET
 BJ0155_STAMPING: K 208 1964
 BJ0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0155
 BJ0155  HISTORY     - Date     Condition        Report By
 BJ0155  HISTORY     - 1964     MONUMENTED       CGS
 BJ0155  HISTORY     - 1966     GOOD             CGS
 BJ0155  HISTORY     - 1976     GOOD             NGS
 BJ0155  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 BJ0155
 BJ0155                          STATION DESCRIPTION
 BJ0155
 BJ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0155'0.85 MI SE FROM SIMMESPORT.
 BJ0155'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ0155'SIMMESPORT, THENCE 0.05 MILE NORTHEAST ALONG STATE ROAD 418, IN
 BJ0155'SECTION 29, T 1 S, R 7 E, ABOUT 0.05 MILE NORTHEAST OF THE JUNCTION OF
 BJ0155'THE ROAD WITH STATE HIGHWAY 1 AND STATE ROAD 417, 35 FEET NORTHWEST OF
 BJ0155'THE CENTER LINE OF THE ROAD, 96 FEET SOUTHEAST OF THE CENTER LINE OF A
 BJ0155'LEVEE, 12 FEET SOUTHWEST OF THE CENTER OF AN ALUMINUM GATE, 1 FOOT
 BJ0155'SOUTHEAST OF A FENCE, 1.4 FEET NORTHEAST OF A WOODEN WITNESS POST,
 BJ0155'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 BJ0155'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 80 FEET AND IS
 BJ0155'ENCASED IN A 5-INCH SOIL PIPE WHICH PROJECTS 4 INCHES.
 BJ0155
 BJ0155                          STATION RECOVERY (1976)
 BJ0155
 BJ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0155'0.1 MILES NORTHEAST ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF
 BJ0155'STATE HIGHWAY 417, 34.5 FT NORTHWEST OF THE CENTER LINE OF THE
 BJ0155'HIGHWAY, 12 FT SOUTHWEST OF THE CENTER OF A METAL GATE, 0.5 FT
 BJ0155'SOUTHEAST OF A FENCE
 BJ0155
 BJ0155                          STATION RECOVERY (2004)
 BJ0155
 BJ0155'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0076 ***********************************************************************
 AU0076  DESIGNATION -  K 209
 AU0076  PID         -  AU0076
 AU0076  STATE/COUNTY-  LA/ST MARTIN
 AU0076  USGS QUAD   -  PIERRE PART (1980)
 AU0076
 AU0076                         *CURRENT SURVEY CONTROL
 AU0076  ___________________________________________________________________
 AU0076* NAD 83(1986)-  29 54 50.     (N)    091 13 43.     (W)     SCALED    
 AU0076* NAVD 88     -         1.010  (meters)       3.31   (feet)  ADJUSTED  
 AU0076  ___________________________________________________________________
 AU0076  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AU0076  DYNAMIC HT  -           1.008 (meters)       3.31  (feet)  COMP
 AU0076  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 AU0076
 AU0076  VERT ORDER  -  FIRST     CLASS I
 AU0076
 AU0076.The horizontal coordinates were scaled from a topographic map and have
 AU0076.an estimated accuracy of +/- 6 seconds.
 AU0076
 AU0076.The orthometric height was determined by differential leveling
 AU0076.and adjusted by the National Geodetic Survey in February 1994..
 AU0076
 AU0076.The geoid height was determined by GEOID03.
 AU0076
 AU0076.The dynamic height is computed by dividing the NAVD 88
 AU0076.geopotential number by the normal gravity value computed on the
 AU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0076.degrees latitude (g = 980.6199 gals.).
 AU0076
 AU0076.The modeled gravity was interpolated from observed gravity values.
 AU0076
 AU0076;                    North         East    Units  Estimated Accuracy
 AU0076;SPC LA S     -   156,730.    1,010,110.      MT  (+/- 180 meters Scaled)
 AU0076
 AU0076                          SUPERSEDED SURVEY CONTROL
 AU0076
 AU0076  NGVD 29 (??/??/??)    1.070  (m)            3.51   (f) ADJUSTED    1 1
 AU0076
 AU0076.Superseded values are not recommended for survey control.
 AU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0076.See file dsdata.txt to determine how the superseded data were derived.
 AU0076
 AU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP710105(NAD 83)
 AU0076_MARKER: DB = BENCH MARK DISK
 AU0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0076_STAMPING: K 209 1964
 AU0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0076+STABILITY: SURFACE MOTION
 AU0076
 AU0076  HISTORY     - Date     Condition        Report By
 AU0076  HISTORY     - 1964     MONUMENTED       CGS
 AU0076  HISTORY     - 1965     GOOD             CGS
 AU0076  HISTORY     - 1976     GOOD             NGS
 AU0076
 AU0076                          STATION DESCRIPTION
 AU0076
 AU0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0076'0.9 MI NW FROM BELLE RIVER.
 AU0076'ABOUT 0.9 MILE NORTHWEST ALONG THE LEVEE FROM THE SOUTH END OF THE
 AU0076'DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER, 310 FEET NORTHEAST OF THE
 AU0076'CENTER LINE OF LEVEE, 30 FEET EAST OF THE CENTER LINE OF A PRIVATE
 AU0076'ROAD LEADING NORTH TO A HOUSE, 3.0 FEET NORTHWEST OF A POWER POLE WITH
 AU0076'A GUY WIRE AND TRANSFORMER, 1.0 FEET SOUTHEAST OF A WOODEN WITNESS
 AU0076'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AU0076'PROJECTING 6 INCHES.
 AU0076
 AU0076                          STATION RECOVERY (1976)
 AU0076
 AU0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0076'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 AU0076'END OF A DRAWBRIDGE OVER THE BELLE RIVER, AT THE JUNCTION OF A SHELL
 AU0076'DRIVE LEADING EAST, 124 FT NORTHEAST OF THE CENTER LINE OF THE
 AU0076'HIGHWAY, 31 FT EAST OF THE CENTER LINE OF THE DRIVE, 3 FT NORTHWEST
 AU0076'OF A POWER LINE POLE WITH A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1586 ***********************************************************************
 BJ1586  DESIGNATION -  K 21
 BJ1586  PID         -  BJ1586
 BJ1586  STATE/COUNTY-  LA/ST TAMMANY
 BJ1586  USGS QUAD   -  COVINGTON (1994)
 BJ1586
 BJ1586                         *CURRENT SURVEY CONTROL
 BJ1586  ___________________________________________________________________
 BJ1586* NAD 83(1986)-  30 28 28.     (N)    090 05 38.     (W)     SCALED    
 BJ1586* NAVD 88     -         8.093  (meters)      26.55   (feet)  ADJUSTED  
 BJ1586  ___________________________________________________________________
 BJ1586  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1586  DYNAMIC HT  -           8.083 (meters)      26.52  (feet)  COMP
 BJ1586  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 BJ1586
 BJ1586  VERT ORDER  -  FIRST     CLASS II
 BJ1586
 BJ1586.The horizontal coordinates were scaled from a topographic map and have
 BJ1586.an estimated accuracy of +/- 6 seconds.
 BJ1586
 BJ1586.The orthometric height was determined by differential leveling
 BJ1586.and adjusted by the National Geodetic Survey in February 1994..
 BJ1586
 BJ1586.The geoid height was determined by GEOID03.
 BJ1586
 BJ1586.The dynamic height is computed by dividing the NAVD 88
 BJ1586.geopotential number by the normal gravity value computed on the
 BJ1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1586.degrees latitude (g = 980.6199 gals.).
 BJ1586
 BJ1586.The modeled gravity was interpolated from observed gravity values.
 BJ1586
 BJ1586;                    North         East    Units  Estimated Accuracy
 BJ1586;SPC LA S     -   219,500.    1,119,010.      MT  (+/- 180 meters Scaled)
 BJ1586
 BJ1586                          SUPERSEDED SURVEY CONTROL
 BJ1586
 BJ1586  NGVD 29 (??/??/??)    8.081  (m)           26.51   (f) ADJUSTED    1 2
 BJ1586
 BJ1586.Superseded values are not recommended for survey control.
 BJ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1586.See file dsdata.txt to determine how the superseded data were derived.
 BJ1586
 BJ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP790749(NAD 83)
 BJ1586_MARKER: DB = BENCH MARK DISK
 BJ1586_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1586_SP_SET: BANISTER
 BJ1586_STAMPING: K 21 1934
 BJ1586_MARK LOGO: CGS   
 BJ1586_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1586+STABILITY: SURFACE MOTION
 BJ1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1586+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 BJ1586
 BJ1586  HISTORY     - Date     Condition        Report By
 BJ1586  HISTORY     - 1934     MONUMENTED       CGS
 BJ1586  HISTORY     - 1955     GOOD             CGS
 BJ1586  HISTORY     - 1977     GOOD             LADTD
 BJ1586  HISTORY     - 1982     GOOD             LADTD
 BJ1586  HISTORY     - 1986     GOOD             NGS
 BJ1586  HISTORY     - 19900712 GOOD             LADTD
 BJ1586  HISTORY     - 20031010 GOOD             USPSQD
 BJ1586
 BJ1586                          STATION DESCRIPTION
 BJ1586
 BJ1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1586'IN COVINGTON.
 BJ1586'AT COVINGTON, ST. TAMMANY PARISH, ONE BLOCK SOUTH OF U.S. HIGHWAY 190,
 BJ1586'AT THE CORNER OF COLUMBIA AND RUTLAND STREETS, AT THE MASONIC TEMPLE,
 BJ1586'IN THE CENTER OF THE BRICK BANISTER AT THE SOUTH SIDE OF THE FRONT
 BJ1586'ENTRANCE, 3 FEET SOUTH OF THE DOOR, AND 3 INCHES FROM THE BUILDING.
 BJ1586
 BJ1586                          STATION RECOVERY (1977)
 BJ1586
 BJ1586'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1586'AT COVINGTON ONE BLOCK SOUTH OF U.S. HIGHWAY 190, AT THE CORNER OF
 BJ1586'COLUMBIA AND RUTLAND STREETS AT THE ENTRANCE TO THE MASONIC TEMPLE
 BJ1586'IN THE CENTER OF THE BRICK BANISTER AT THE SOUTH SIDE OF FRONT
 BJ1586'ENTRANCE, 3 FEET SOUTH OF THE DOOR AND 3 INCHES FROM THE BUILDING
 BJ1586
 BJ1586                          STATION RECOVERY (1982)
 BJ1586
 BJ1586'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1586'RECOVERED IN GOOD CONDITION.
 BJ1586
 BJ1586                          STATION RECOVERY (1986)
 BJ1586
 BJ1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1586'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BJ1586'THE MARK IS STAMPED K 21 1934 26.883.
 BJ1586
 BJ1586                          STATION RECOVERY (1990)
 BJ1586
 BJ1586'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ1586'THE STATION IS LOCATED IN COVINGTON, 3 BLOCKS WEST OF THE BOGUE FALAYA
 BJ1586'BRIDGE AND ONE BLOCK SOUTH OF BUSINESS U.S.  HIGHWAY 190, AT THE
 BJ1586'CORNER OF COLUMBIA AND RUTLAND STREETS AT THE ENTRANCE TO THE MASONIC
 BJ1586'TEMPLE IN THE CENTER OF THE BRICK BANISTER AT THE SOUTH SIDE OF THE
 BJ1586'FRONT ENTRANCE.  OWNERSHIP--MASONIC TEMPLE. THE STATION IS 3.0 FT (0.9
 BJ1586'M) SOUTH FROM THE DOOR AND 3 IN FROM THE BUILDING WALL.  THE MARK IS
 BJ1586'FLUSH WITH THE BANISTER AND ABOUT 5.0 FT (1.5 M) ABOVE THE LEVEL OF
 BJ1586'COLUMBIA STREET.
 BJ1586
 BJ1586                          STATION RECOVERY (2003)
 BJ1586
 BJ1586'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1063 ***********************************************************************
 CP1063  DESIGNATION -  K 21 1 BOLT
 CP1063  PID         -  CP1063
 CP1063  STATE/COUNTY-  LA/WEST CARROLL
 CP1063  USGS QUAD   -  OAK GROVE (1988)
 CP1063
 CP1063                         *CURRENT SURVEY CONTROL
 CP1063  ___________________________________________________________________
 CP1063* NAD 83(1986)-  32 47 32.     (N)    091 24 49.     (W)     SCALED    
 CP1063* NAVD 88     -        37.86   (+/-2cm)     124.2    (feet)  VERTCON   
 CP1063  ___________________________________________________________________
 CP1063  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1063
 CP1063  VERT ORDER  -  ? (See Below)
 CP1063
 CP1063.The horizontal coordinates were scaled from a topographic map and have
 CP1063.an estimated accuracy of +/- 6 seconds.
 CP1063
 CP1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1063.The vertical order pertains to the NGVD 29 superseded value.
 CP1063
 CP1063.The geoid height was determined by GEOID03.
 CP1063
 CP1063;                    North         East    Units  Estimated Accuracy
 CP1063;SPC LA N     -   254,670.    1,101,770.      MT  (+/- 180 meters Scaled)
 CP1063
 CP1063                          SUPERSEDED SURVEY CONTROL
 CP1063
 CP1063  NGVD 29 (??/??/92)   37.922  (m)          124.42   (f) ADJ UNCH    ?  
 CP1063
 CP1063.Superseded values are not recommended for survey control.
 CP1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1063.See file dsdata.txt to determine how the superseded data were derived.
 CP1063
 CP1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS485293(NAD 83)
 CP1063_MARKER: B = BOLT
 CP1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1063_SP_SET: STONE
 CP1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1063+STABILITY: SURFACE MOTION
 CP1063
 CP1063  HISTORY     - Date     Condition        Report By
 CP1063  HISTORY     - UNK      MONUMENTED       DOD
 CP1063  HISTORY     - 1934     GOOD             DOD
 CP1063  HISTORY     - 1935     GOOD             NGS
 CP1063
 CP1063                          STATION DESCRIPTION
 CP1063
 CP1063'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1063'IN FOREST.
 CP1063'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1063'LOCATED AT FOREST.  WEST CARROLL PARISH, LA.  ABOUT 300 FEET NORTH
 CP1063'EAST OF R.R. STATION.  BETWEEN R.R. AND HIGHWAY.  92 FEET EAST OF
 CP1063'CENTERLINE OF R.R. AND 52.3 FEET WEST OF CENTERLINE OF HIGHWAY NO. 16.
 CP1063
 CP1063                          STATION RECOVERY (1935)
 CP1063
 CP1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1062 ***********************************************************************
 CP1062  DESIGNATION -  K 21 1 CAP
 CP1062  PID         -  CP1062
 CP1062  STATE/COUNTY-  LA/WEST CARROLL
 CP1062  USGS QUAD   -  OAK GROVE (1988)
 CP1062
 CP1062                         *CURRENT SURVEY CONTROL
 CP1062  ___________________________________________________________________
 CP1062* NAD 83(1986)-  32 47 32.     (N)    091 24 49.     (W)     SCALED    
 CP1062* NAVD 88     -        39.087  (meters)     128.24   (feet)  ADJUSTED  
 CP1062  ___________________________________________________________________
 CP1062  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1062  DYNAMIC HT  -          39.045 (meters)     128.10  (feet)  COMP
 CP1062  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CP1062
 CP1062  VERT ORDER  -  SECOND    CLASS 0
 CP1062
 CP1062.The horizontal coordinates were scaled from a topographic map and have
 CP1062.an estimated accuracy of +/- 6 seconds.
 CP1062
 CP1062.The orthometric height was determined by differential leveling
 CP1062.and adjusted by the National Geodetic Survey in June 1991..
 CP1062
 CP1062.The geoid height was determined by GEOID03.
 CP1062
 CP1062.The dynamic height is computed by dividing the NAVD 88
 CP1062.geopotential number by the normal gravity value computed on the
 CP1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1062.degrees latitude (g = 980.6199 gals.).
 CP1062
 CP1062.The modeled gravity was interpolated from observed gravity values.
 CP1062
 CP1062;                    North         East    Units  Estimated Accuracy
 CP1062;SPC LA N     -   254,670.    1,101,770.      MT  (+/- 180 meters Scaled)
 CP1062
 CP1062                          SUPERSEDED SURVEY CONTROL
 CP1062
 CP1062  NGVD 29 (??/??/92)   39.15   (m)          128.4    (f) COMPUTED    2 0
 CP1062
 CP1062.Superseded values are not recommended for survey control.
 CP1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1062.See file dsdata.txt to determine how the superseded data were derived.
 CP1062
 CP1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS485293(NAD 83)
 CP1062_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1062
 CP1062  HISTORY     - Date     Condition        Report By
 CP1062  HISTORY     - UNK      MONUMENTED       DOD
 CP1062  HISTORY     - 1934     GOOD             DOD
 CP1062
 CP1062                          STATION DESCRIPTION
 CP1062
 CP1062'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1062'IN FOREST.
 CP1062'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1062'LOCATED AT FOREST.  WEST CARROLL PARISH, LA.  ABOUT 300 FEET NORTH
 CP1062'EAST OF R.R. STATION.  BETWEEN R.R. AND HIGHWAY.  92 FEET EAST OF
 CP1062'CENTERLINE OF R.R. AND 52.3 FEET WEST OF CENTERLINE OF HIGHWAY NO. 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1067 ***********************************************************************
 CP1067  DESIGNATION -  K 21 2 BOLT
 CP1067  PID         -  CP1067
 CP1067  STATE/COUNTY-  LA/WEST CARROLL
 CP1067  USGS QUAD   -  OAK GROVE (1988)
 CP1067
 CP1067                         *CURRENT SURVEY CONTROL
 CP1067  ___________________________________________________________________
 CP1067* NAD 83(1986)-  32 48 27.     (N)    091 24 31.     (W)     SCALED    
 CP1067* NAVD 88     -        31.74   (+/-2cm)     104.1    (feet)  VERTCON   
 CP1067  ___________________________________________________________________
 CP1067  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1067
 CP1067  VERT ORDER  -  ? (See Below)
 CP1067
 CP1067.The horizontal coordinates were scaled from a topographic map and have
 CP1067.an estimated accuracy of +/- 6 seconds.
 CP1067
 CP1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1067.The vertical order pertains to the NGVD 29 superseded value.
 CP1067
 CP1067.The geoid height was determined by GEOID03.
 CP1067
 CP1067;                    North         East    Units  Estimated Accuracy
 CP1067;SPC LA N     -   256,370.    1,102,220.      MT  (+/- 180 meters Scaled)
 CP1067
 CP1067                          SUPERSEDED SURVEY CONTROL
 CP1067
 CP1067  NGVD 29 (??/??/92)   31.797  (m)          104.32   (f) ADJ UNCH    ?  
 CP1067
 CP1067.Superseded values are not recommended for survey control.
 CP1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1067.See file dsdata.txt to determine how the superseded data were derived.
 CP1067
 CP1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS489310(NAD 83)
 CP1067_MARKER: B = BOLT
 CP1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1067_SP_SET: STONE
 CP1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1067+STABILITY: SURFACE MOTION
 CP1067
 CP1067  HISTORY     - Date     Condition        Report By
 CP1067  HISTORY     - UNK      MONUMENTED       DOD
 CP1067  HISTORY     - 1934     GOOD             DOD
 CP1067  HISTORY     - 1935     GOOD             NGS
 CP1067
 CP1067                          STATION DESCRIPTION
 CP1067
 CP1067'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1067'1.5 MI N FROM FORREST.
 CP1067'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1067'LOCATED ABOUT 1 1/2 MILES NORTH OF FORREST.  WEST CARROLL PARISH, LA.
 CP1067'25 FEET EAST OF CENTERLINE OF MO. PAC. R.R.  45 FEET WEST OF
 CP1067'CENTERLINE OF HIGHWAY NO. 16.  120 FEET EAST OF NORTHEAST CORNER OF
 CP1067'RESIDENCE OF L.H. BUTLER.
 CP1067
 CP1067                          STATION RECOVERY (1935)
 CP1067
 CP1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1066 ***********************************************************************
 CP1066  DESIGNATION -  K 21 2 CAP
 CP1066  PID         -  CP1066
 CP1066  STATE/COUNTY-  LA/WEST CARROLL
 CP1066  USGS QUAD   -  OAK GROVE (1988)
 CP1066
 CP1066                         *CURRENT SURVEY CONTROL
 CP1066  ___________________________________________________________________
 CP1066* NAD 83(1986)-  32 48 27.     (N)    091 24 30.     (W)     SCALED    
 CP1066* NAVD 88     -        32.958  (meters)     108.13   (feet)  ADJUSTED  
 CP1066  ___________________________________________________________________
 CP1066  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1066  DYNAMIC HT  -          32.922 (meters)     108.01  (feet)  COMP
 CP1066  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 CP1066
 CP1066  VERT ORDER  -  SECOND    CLASS 0
 CP1066
 CP1066.The horizontal coordinates were scaled from a topographic map and have
 CP1066.an estimated accuracy of +/- 6 seconds.
 CP1066
 CP1066.The orthometric height was determined by differential leveling
 CP1066.and adjusted by the National Geodetic Survey in June 1991..
 CP1066
 CP1066.The geoid height was determined by GEOID03.
 CP1066
 CP1066.The dynamic height is computed by dividing the NAVD 88
 CP1066.geopotential number by the normal gravity value computed on the
 CP1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1066.degrees latitude (g = 980.6199 gals.).
 CP1066
 CP1066.The modeled gravity was interpolated from observed gravity values.
 CP1066
 CP1066;                    North         East    Units  Estimated Accuracy
 CP1066;SPC LA N     -   256,370.    1,102,240.      MT  (+/- 180 meters Scaled)
 CP1066
 CP1066                          SUPERSEDED SURVEY CONTROL
 CP1066
 CP1066  NGVD 29 (??/??/92)   33.016  (m)          108.32   (f) ADJ UNCH    2 0
 CP1066
 CP1066.Superseded values are not recommended for survey control.
 CP1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1066.See file dsdata.txt to determine how the superseded data were derived.
 CP1066
 CP1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS490310(NAD 83)
 CP1066_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1066
 CP1066  HISTORY     - Date     Condition        Report By
 CP1066  HISTORY     - UNK      MONUMENTED       DOD
 CP1066  HISTORY     - 1934     GOOD             DOD
 CP1066
 CP1066                          STATION DESCRIPTION
 CP1066
 CP1066'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1066'1.5 MI N FROM FORREST.
 CP1066'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1066'LOCATED ABOUT 1 1/2 MILES NORTH OF FORREST.  WEST CARROLL PARISH, LA.
 CP1066'25 FEET EAST OF CENTERLINE OF MO. PAC. R.R.  45 FEET WEST OF
 CP1066'CENTERLINE OF HIGHWAY NO. 16.  120 FEET EAST OF NORTHEAST CORNER OF
 CP1066'RESIDENCE OF L.H. BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1073 ***********************************************************************
 CP1073  DESIGNATION -  K 21 3 BOLT
 CP1073  PID         -  CP1073
 CP1073  STATE/COUNTY-  LA/WEST CARROLL
 CP1073  USGS QUAD   -  OAK GROVE (1988)
 CP1073
 CP1073                         *CURRENT SURVEY CONTROL
 CP1073  ___________________________________________________________________
 CP1073* NAD 83(1986)-  32 51 38.     (N)    091 23 15.     (W)     SCALED    
 CP1073* NAVD 88     -        35.44   (+/-2cm)     116.3    (feet)  VERTCON   
 CP1073  ___________________________________________________________________
 CP1073  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1073
 CP1073  VERT ORDER  -  ? (See Below)
 CP1073
 CP1073.The horizontal coordinates were scaled from a topographic map and have
 CP1073.an estimated accuracy of +/- 6 seconds.
 CP1073
 CP1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1073.The vertical order pertains to the NGVD 29 superseded value.
 CP1073
 CP1073.The geoid height was determined by GEOID03.
 CP1073
 CP1073;                    North         East    Units  Estimated Accuracy
 CP1073;SPC LA N     -   262,270.    1,104,130.      MT  (+/- 180 meters Scaled)
 CP1073
 CP1073                          SUPERSEDED SURVEY CONTROL
 CP1073
 CP1073  NGVD 29 (??/??/92)   35.498  (m)          116.46   (f) ADJ UNCH    ?  
 CP1073
 CP1073.Superseded values are not recommended for survey control.
 CP1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1073.See file dsdata.txt to determine how the superseded data were derived.
 CP1073
 CP1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS508369(NAD 83)
 CP1073_MARKER: B = BOLT
 CP1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1073_SP_SET: STONE
 CP1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1073+STABILITY: SURFACE MOTION
 CP1073
 CP1073  HISTORY     - Date     Condition        Report By
 CP1073  HISTORY     - UNK      MONUMENTED       DOD
 CP1073  HISTORY     - 1934     GOOD             DOD
 CP1073  HISTORY     - 1935     GOOD             NGS
 CP1073
 CP1073                          STATION DESCRIPTION
 CP1073
 CP1073'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1073'IN OAK GROVE.
 CP1073'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 7 INCHES ABOVE GROUND.
 CP1073'LOCATED AT OAK GROVE.  WEST CARROLL PARISH, LA.  IN NORTHWEST CORNER
 CP1073'OF COURTHOUSE YARD.  13.5 FEET EAST OF EAST EDGE OF NORTH AND SOUTH
 CP1073'CONCRETE WALK AND 3.7 FEET SOUTH OF SOUTH EDGE OF EAST AND WEST
 CP1073'CONCRETE WALK.
 CP1073
 CP1073                          STATION RECOVERY (1935)
 CP1073
 CP1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1072 ***********************************************************************
 CP1072  DESIGNATION -  K 21 3 CAP
 CP1072  PID         -  CP1072
 CP1072  STATE/COUNTY-  LA/WEST CARROLL
 CP1072  USGS QUAD   -  OAK GROVE (1988)
 CP1072
 CP1072                         *CURRENT SURVEY CONTROL
 CP1072  ___________________________________________________________________
 CP1072* NAD 83(1986)-  32 51 39.     (N)    091 23 15.     (W)     SCALED    
 CP1072* NAVD 88     -        36.657  (meters)     120.27   (feet)  ADJUSTED  
 CP1072  ___________________________________________________________________
 CP1072  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1072  DYNAMIC HT  -          36.617 (meters)     120.13  (feet)  COMP
 CP1072  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 CP1072
 CP1072  VERT ORDER  -  SECOND    CLASS 0
 CP1072
 CP1072.The horizontal coordinates were scaled from a topographic map and have
 CP1072.an estimated accuracy of +/- 6 seconds.
 CP1072
 CP1072.The orthometric height was determined by differential leveling
 CP1072.and adjusted by the National Geodetic Survey in June 1991..
 CP1072
 CP1072.The geoid height was determined by GEOID03.
 CP1072
 CP1072.The dynamic height is computed by dividing the NAVD 88
 CP1072.geopotential number by the normal gravity value computed on the
 CP1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1072.degrees latitude (g = 980.6199 gals.).
 CP1072
 CP1072.The modeled gravity was interpolated from observed gravity values.
 CP1072
 CP1072;                    North         East    Units  Estimated Accuracy
 CP1072;SPC LA N     -   262,310.    1,104,130.      MT  (+/- 180 meters Scaled)
 CP1072
 CP1072                          SUPERSEDED SURVEY CONTROL
 CP1072
 CP1072  NGVD 29 (??/??/92)   36.715  (m)          120.46   (f) ADJ UNCH    2 0
 CP1072
 CP1072.Superseded values are not recommended for survey control.
 CP1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1072.See file dsdata.txt to determine how the superseded data were derived.
 CP1072
 CP1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS508370(NAD 83)
 CP1072_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1072
 CP1072  HISTORY     - Date     Condition        Report By
 CP1072  HISTORY     - UNK      MONUMENTED       DOD
 CP1072  HISTORY     - 1934     GOOD             DOD
 CP1072
 CP1072                          STATION DESCRIPTION
 CP1072
 CP1072'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1072'IN OAK GROVE.
 CP1072'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 7 INCHES ABOVE GROUND.
 CP1072'LOCATED AT OAK GROVE.  WEST CARROLL PARISH, LA.  IN NORTHWEST CORNER
 CP1072'OF COURTHOUSE YARD.  13.5 FEET EAST OF EAST EDGE OF NORTH AND SOUTH
 CP1072'CONCRETE WALK AND 3.7 FEET SOUTH OF SOUTH EDGE OF EAST AND WEST
 CP1072'CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1220 ***********************************************************************
 CP1220  DESIGNATION -  K 21 4 BOLT
 CP1220  PID         -  CP1220
 CP1220  STATE/COUNTY-  LA/WEST CARROLL
 CP1220  USGS QUAD   -  OAK GROVE (1988)
 CP1220
 CP1220                         *CURRENT SURVEY CONTROL
 CP1220  ___________________________________________________________________
 CP1220* NAD 83(1986)-  32 51 38.     (N)    091 22 57.     (W)     SCALED    
 CP1220* NAVD 88     -        36.24   (+/-2cm)     118.9    (feet)  VERTCON   
 CP1220  ___________________________________________________________________
 CP1220  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP1220
 CP1220  VERT ORDER  -  ? (See Below)
 CP1220
 CP1220.The horizontal coordinates were scaled from a topographic map and have
 CP1220.an estimated accuracy of +/- 6 seconds.
 CP1220
 CP1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1220.The vertical order pertains to the NGVD 29 superseded value.
 CP1220
 CP1220.The geoid height was determined by GEOID03.
 CP1220
 CP1220;                    North         East    Units  Estimated Accuracy
 CP1220;SPC LA N     -   262,280.    1,104,600.      MT  (+/- 180 meters Scaled)
 CP1220
 CP1220                          SUPERSEDED SURVEY CONTROL
 CP1220
 CP1220  NGVD 29 (??/??/92)   36.299  (m)          119.09   (f) ADJ UNCH    ?  
 CP1220
 CP1220.Superseded values are not recommended for survey control.
 CP1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1220.See file dsdata.txt to determine how the superseded data were derived.
 CP1220
 CP1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS513369(NAD 83)
 CP1220_MARKER: B = BOLT
 CP1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1220_SP_SET: STONE
 CP1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1220+STABILITY: SURFACE MOTION
 CP1220
 CP1220  HISTORY     - Date     Condition        Report By
 CP1220  HISTORY     - UNK      MONUMENTED       DOD
 CP1220  HISTORY     - 1934     GOOD             DOD
 CP1220
 CP1220                          STATION DESCRIPTION
 CP1220
 CP1220'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1220'IN OAK GROVE.
 CP1220'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1.1 FEET ABOVE GROUND.
 CP1220'LOCATED AT OAK GROVE, WEST CARROLL PARISH, LA.  APPROXIMATELY 1200
 CP1220'FEET EAST OF COURTHOUSE.  AT FIRST ROAD SOUTH FROM COURTHOUSE.  IN
 CP1220'SOUTHEAST CORNER OF FIELD OWNED BY OLLIE BRIGGS.  42 FEET NORTH OF
 CP1220'CENTER LINE OF HIGHWAY.  6 FEET WEST OF NORTH AND SOUTH FENCE AND 4
 CP1220'FEET NORTH OF EAST AND WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1219 ***********************************************************************
 CP1219  DESIGNATION -  K 21 4 CAP
 CP1219  PID         -  CP1219
 CP1219  STATE/COUNTY-  LA/WEST CARROLL
 CP1219  USGS QUAD   -  OAK GROVE (1988)
 CP1219
 CP1219                         *CURRENT SURVEY CONTROL
 CP1219  ___________________________________________________________________
 CP1219* NAD 83(1986)-  32 51 38.     (N)    091 22 58.     (W)     SCALED    
 CP1219* NAVD 88     -        37.46   (+/-2cm)     122.9    (feet)  VERTCON   
 CP1219  ___________________________________________________________________
 CP1219  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP1219
 CP1219  VERT ORDER  -  ? (See Below)
 CP1219
 CP1219.The horizontal coordinates were scaled from a topographic map and have
 CP1219.an estimated accuracy of +/- 6 seconds.
 CP1219
 CP1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1219.The vertical order pertains to the NGVD 29 superseded value.
 CP1219
 CP1219.The geoid height was determined by GEOID03.
 CP1219
 CP1219;                    North         East    Units  Estimated Accuracy
 CP1219;SPC LA N     -   262,280.    1,104,580.      MT  (+/- 180 meters Scaled)
 CP1219
 CP1219                          SUPERSEDED SURVEY CONTROL
 CP1219
 CP1219  NGVD 29 (??/??/92)   37.524  (m)          123.11   (f) ADJ UNCH    ?  
 CP1219
 CP1219.Superseded values are not recommended for survey control.
 CP1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1219.See file dsdata.txt to determine how the superseded data were derived.
 CP1219
 CP1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS513369(NAD 83)
 CP1219_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1219
 CP1219  HISTORY     - Date     Condition        Report By
 CP1219  HISTORY     - UNK      MONUMENTED       DOD
 CP1219  HISTORY     - 1934     GOOD             DOD
 CP1219
 CP1219                          STATION DESCRIPTION
 CP1219
 CP1219'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1219'IN OAK GROVE.
 CP1219'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1.1 FEET ABOVE GROUND.
 CP1219'LOCATED AT OAK GROVE, WEST CARROLL PARISH, LA.  APPROXIMATELY 1200
 CP1219'FEET EAST OF COURTHOUSE.  AT FIRST ROAD SOUTH FROM COURTHOUSE.  IN
 CP1219'SOUTHEAST CORNER OF FIELD OWNED BY OLLIE BRIGGS.  42 FEET NORTH OF
 CP1219'CENTER LINE OF HIGHWAY.  6 FEET WEST OF NORTH AND SOUTH FENCE AND 4
 CP1219'FEET NORTH OF EAST AND WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1217 ***********************************************************************
 CP1217  DESIGNATION -  K 21 5 BOLT
 CP1217  PID         -  CP1217
 CP1217  STATE/COUNTY-  LA/WEST CARROLL
 CP1217  USGS QUAD   -  BAXTER BAYOU (1988)
 CP1217
 CP1217                         *CURRENT SURVEY CONTROL
 CP1217  ___________________________________________________________________
 CP1217* NAD 83(1986)-  32 51 36.     (N)    091 20 39.     (W)     SCALED    
 CP1217* NAVD 88     -        31.46   (+/-2cm)     103.2    (feet)  VERTCON   
 CP1217  ___________________________________________________________________
 CP1217  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP1217
 CP1217  VERT ORDER  -  ? (See Below)
 CP1217
 CP1217.The horizontal coordinates were scaled from a topographic map and have
 CP1217.an estimated accuracy of +/- 6 seconds.
 CP1217
 CP1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1217.The vertical order pertains to the NGVD 29 superseded value.
 CP1217
 CP1217.The geoid height was determined by GEOID03.
 CP1217
 CP1217;                    North         East    Units  Estimated Accuracy
 CP1217;SPC LA N     -   262,260.    1,108,190.      MT  (+/- 180 meters Scaled)
 CP1217
 CP1217                          SUPERSEDED SURVEY CONTROL
 CP1217
 CP1217  NGVD 29 (??/??/92)   31.521  (m)          103.42   (f) ADJ UNCH    ?  
 CP1217
 CP1217.Superseded values are not recommended for survey control.
 CP1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1217.See file dsdata.txt to determine how the superseded data were derived.
 CP1217
 CP1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS549369(NAD 83)
 CP1217_MARKER: B = BOLT
 CP1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1217_SP_SET: STONE
 CP1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1217+STABILITY: SURFACE MOTION
 CP1217
 CP1217  HISTORY     - Date     Condition        Report By
 CP1217  HISTORY     - UNK      MONUMENTED       DOD
 CP1217  HISTORY     - 1934     GOOD             DOD
 CP1217
 CP1217                          STATION DESCRIPTION
 CP1217
 CP1217'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1217'3 MI E FROM OAK GROVE.
 CP1217'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1217'LOCATED APPROXIMATELY 3 MILES EAST OF OAK GROVE, WEST CARROLL PARISH,
 CP1217'LA., 900 FEET WEST OF BAYOU MACON.  IN NORTHWEST CORNER OF PASTURE LOT
 CP1217'BELONGING TO C.R. GREER.  50 FEET SOUTH OF CENTER LINE OF HIGHWAY NO.
 CP1217'11.  4 FEET EAST OF NORTH-AND-SOUTH FENCE AND 16 FEET SOUTH OF
 CP1217'EAST-AND-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1216 ***********************************************************************
 CP1216  DESIGNATION -  K 21 5 CAP
 CP1216  PID         -  CP1216
 CP1216  STATE/COUNTY-  LA/WEST CARROLL
 CP1216  USGS QUAD   -  BAXTER BAYOU (1988)
 CP1216
 CP1216                         *CURRENT SURVEY CONTROL
 CP1216  ___________________________________________________________________
 CP1216* NAD 83(1986)-  32 51 36.     (N)    091 20 39.     (W)     SCALED    
 CP1216* NAVD 88     -        32.685  (meters)     107.23   (feet)  ADJUSTED  
 CP1216  ___________________________________________________________________
 CP1216  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP1216  DYNAMIC HT  -          32.650 (meters)     107.12  (feet)  COMP
 CP1216  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 CP1216
 CP1216  VERT ORDER  -  SECOND    CLASS I
 CP1216
 CP1216.The horizontal coordinates were scaled from a topographic map and have
 CP1216.an estimated accuracy of +/- 6 seconds.
 CP1216
 CP1216.The orthometric height was determined by differential leveling
 CP1216.and adjusted by the National Geodetic Survey in July 1998..
 CP1216
 CP1216.The geoid height was determined by GEOID03.
 CP1216
 CP1216.The dynamic height is computed by dividing the NAVD 88
 CP1216.geopotential number by the normal gravity value computed on the
 CP1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1216.degrees latitude (g = 980.6199 gals.).
 CP1216
 CP1216.The modeled gravity was interpolated from observed gravity values.
 CP1216
 CP1216;                    North         East    Units  Estimated Accuracy
 CP1216;SPC LA N     -   262,260.    1,108,190.      MT  (+/- 180 meters Scaled)
 CP1216
 CP1216                          SUPERSEDED SURVEY CONTROL
 CP1216
 CP1216  NGVD 29 (??/??/92)   32.743  (m)          107.42   (f) ADJ UNCH    2 1
 CP1216
 CP1216.Superseded values are not recommended for survey control.
 CP1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1216.See file dsdata.txt to determine how the superseded data were derived.
 CP1216
 CP1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS549369(NAD 83)
 CP1216_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1216_SP_SET: SHALLOW-SET PIPE
 CP1216_STAMPING: PBM K 21-5
 CP1216_MARK LOGO: DOD   
 CP1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1216
 CP1216  HISTORY     - Date     Condition        Report By
 CP1216  HISTORY     - UNK      MONUMENTED       DOD
 CP1216  HISTORY     - 1934     GOOD             DOD
 CP1216  HISTORY     - 1986     GOOD             LADTD
 CP1216
 CP1216                          STATION DESCRIPTION
 CP1216
 CP1216'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1216'3 MI E FROM OAK GROVE.
 CP1216'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1216'LOCATED APPROXIMATELY 3 MILES EAST OF OAK GROVE, WEST CARROLL PARISH,
 CP1216'LA., 900 FEET WEST OF BAYOU MACON.  IN NORTHWEST CORNER OF PASTURE LOT
 CP1216'BELONGING TO C.R. GREER.  50 FEET SOUTH OF CENTER LINE OF HIGHWAY NO.
 CP1216'11.  4 FEET EAST OF NORTH-AND-SOUTH FENCE AND 16 FEET SOUTH OF
 CP1216'EAST-AND-WEST FENCE.
 CP1216
 CP1216                          STATION RECOVERY (1986)
 CP1216
 CP1216'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1213 ***********************************************************************
 CP1213  DESIGNATION -  K 21 6 BOLT
 CP1213  PID         -  CP1213
 CP1213  STATE/COUNTY-  LA/EAST CARROLL
 CP1213  USGS QUAD   -  BAXTER BAYOU (1988)
 CP1213
 CP1213                         *CURRENT SURVEY CONTROL
 CP1213  ___________________________________________________________________
 CP1213* NAD 83(1986)-  32 51 28.     (N)    091 17 23.     (W)     SCALED    
 CP1213* NAVD 88     -        27.46   (+/-2cm)      90.1    (feet)  VERTCON   
 CP1213  ___________________________________________________________________
 CP1213  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP1213
 CP1213  VERT ORDER  -  ? (See Below)
 CP1213
 CP1213.The horizontal coordinates were scaled from a topographic map and have
 CP1213.an estimated accuracy of +/- 6 seconds.
 CP1213
 CP1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1213.The vertical order pertains to the NGVD 29 superseded value.
 CP1213
 CP1213.The geoid height was determined by GEOID03.
 CP1213
 CP1213;                    North         East    Units  Estimated Accuracy
 CP1213;SPC LA N     -   262,060.    1,113,290.      MT  (+/- 180 meters Scaled)
 CP1213
 CP1213                          SUPERSEDED SURVEY CONTROL
 CP1213
 CP1213  NGVD 29 (??/??/92)   27.519  (m)           90.29   (f) ADJ UNCH    ?  
 CP1213
 CP1213.Superseded values are not recommended for survey control.
 CP1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1213.See file dsdata.txt to determine how the superseded data were derived.
 CP1213
 CP1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS600368(NAD 83)
 CP1213_MARKER: B = BOLT
 CP1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1213_SP_SET: STONE
 CP1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1213+STABILITY: SURFACE MOTION
 CP1213
 CP1213  HISTORY     - Date     Condition        Report By
 CP1213  HISTORY     - UNK      MONUMENTED       DOD
 CP1213  HISTORY     - 1934     GOOD             DOD
 CP1213
 CP1213                          STATION DESCRIPTION
 CP1213
 CP1213'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1213'5.5 MI E FROM OAK GROVE.
 CP1213'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1.4 FEET ABOVE GROUND.
 CP1213'LOCATED APPROXIMATELY 5 1/2 MILES EAST OF OAK GROVE, WEST CARROLL
 CP1213'PARISH, LA.  ON HIGHWAY NO. 11.  100 FEET SOUTHEAST OF TIMBER BRIDGE.
 CP1213'50 FEET SOUTH OF CENTER LINE OF HIGHWAY.  ABOUT 3 MILES EAST OF MACON
 CP1213'BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1212 ***********************************************************************
 CP1212  DESIGNATION -  K 21 6 CAP
 CP1212  PID         -  CP1212
 CP1212  STATE/COUNTY-  LA/EAST CARROLL
 CP1212  USGS QUAD   -  BAXTER BAYOU (1988)
 CP1212
 CP1212                         *CURRENT SURVEY CONTROL
 CP1212  ___________________________________________________________________
 CP1212* NAD 83(1986)-  32 51 29.     (N)    091 17 23.     (W)     SCALED    
 CP1212* NAVD 88     -        28.68   (+/-2cm)      94.1    (feet)  VERTCON   
 CP1212  ___________________________________________________________________
 CP1212  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP1212
 CP1212  VERT ORDER  -  ? (See Below)
 CP1212
 CP1212.The horizontal coordinates were scaled from a topographic map and have
 CP1212.an estimated accuracy of +/- 6 seconds.
 CP1212
 CP1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1212.The vertical order pertains to the NGVD 29 superseded value.
 CP1212
 CP1212.The geoid height was determined by GEOID03.
 CP1212
 CP1212;                    North         East    Units  Estimated Accuracy
 CP1212;SPC LA N     -   262,100.    1,113,290.      MT  (+/- 180 meters Scaled)
 CP1212
 CP1212                          SUPERSEDED SURVEY CONTROL
 CP1212
 CP1212  NGVD 29 (??/??/92)   28.746  (m)           94.31   (f) ADJ UNCH    ?  
 CP1212
 CP1212.Superseded values are not recommended for survey control.
 CP1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1212.See file dsdata.txt to determine how the superseded data were derived.
 CP1212
 CP1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS600368(NAD 83)
 CP1212_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1212
 CP1212  HISTORY     - Date     Condition        Report By
 CP1212  HISTORY     - UNK      MONUMENTED       DOD
 CP1212  HISTORY     - 1934     GOOD             DOD
 CP1212
 CP1212                          STATION DESCRIPTION
 CP1212
 CP1212'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1212'5.5 MI E FROM OAK GROVE.
 CP1212'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1.4 FEET ABOVE GROUND.
 CP1212'LOCATED APPROXIMATELY 5 1/2 MILES EAST OF OAK GROVE, WEST CARROLL
 CP1212'PARISH, LA.  ON HIGHWAY NO. 11.  100 FEET SOUTHEAST OF TIMBER BRIDGE.
 CP1212'50 FEET SOUTH OF CENTER LINE OF HIGHWAY.  ABOUT 3 MILES EAST OF MACON
 CP1212'BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2769 ***********************************************************************
 BJ2769  DESIGNATION -  K 210
 BJ2769  PID         -  BJ2769
 BJ2769  STATE/COUNTY-  LA/ST LANDRY
 BJ2769  USGS QUAD   -  PORT BARRE (1994)
 BJ2769
 BJ2769                         *CURRENT SURVEY CONTROL
 BJ2769  ___________________________________________________________________
 BJ2769* NAD 83(1986)-  30 33 21.     (N)    091 57 25.     (W)     SCALED    
 BJ2769* NAVD 88     -         9.43   (+/-2cm)      30.9    (feet)  VERTCON   
 BJ2769  ___________________________________________________________________
 BJ2769  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2769
 BJ2769  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2769
 BJ2769.The horizontal coordinates were scaled from a topographic map and have
 BJ2769.an estimated accuracy of +/- 6 seconds.
 BJ2769
 BJ2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2769.The vertical order pertains to the NGVD 29 superseded value.
 BJ2769
 BJ2769.The geoid height was determined by GEOID03.
 BJ2769
 BJ2769;                    North         East    Units  Estimated Accuracy
 BJ2769;SPC LA S     -   228,040.      940,170.      MT  (+/- 180 meters Scaled)
 BJ2769
 BJ2769                          SUPERSEDED SURVEY CONTROL
 BJ2769
 BJ2769  NGVD 29 (??/??/??)    9.411  (m)           30.88   (f) ADJUSTED    1 2
 BJ2769
 BJ2769.Superseded values are not recommended for survey control.
 BJ2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2769.See file dsdata.txt to determine how the superseded data were derived.
 BJ2769
 BJ2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP000808(NAD 83)
 BJ2769_MARKER: DB = BENCH MARK DISK
 BJ2769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2769_SP_SET: PLATFORM
 BJ2769_STAMPING: K 210 1964
 BJ2769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2769
 BJ2769  HISTORY     - Date     Condition        Report By
 BJ2769  HISTORY     - 1964     MONUMENTED       CGS
 BJ2769  HISTORY     - 1965     GOOD             CGS
 BJ2769
 BJ2769                          STATION DESCRIPTION
 BJ2769
 BJ2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2769'IN PORT BARRE.
 BJ2769'AT PORT BARRE, ABOUT 0.9 MILE NORTHEAST OF THE MISSOURI PACIFIC
 BJ2769'RAILROAD STATION, 100 FEET EAST OF THE CENTER LINE OF STATE ROAD 103,
 BJ2769'18 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CITY HALL, SET IN THE
 BJ2769'TOP OF THE SOUTHWEST CORNER OF A CONCRETE PLATFORM AROUND A WATER
 BJ2769'WELL, 12 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE STORAGE TANK, 11
 BJ2769'FEET WEST OF THE WEST EDGE OF A FILTER AT THE CITY WATER TOWER, 0.7
 BJ2769'FOOT SOUTHWEST OF AN 8-INCH WELL CASING WHICH IS 250 FEET DEEP, AND
 BJ2769'ABOUT 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0786 ***********************************************************************
 BJ0786  DESIGNATION -  K 217
 BJ0786  PID         -  BJ0786
 BJ0786  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0786  USGS QUAD   -  GROSSE TETE (1992)
 BJ0786
 BJ0786                         *CURRENT SURVEY CONTROL
 BJ0786  ___________________________________________________________________
 BJ0786* NAD 83(1986)-  30 25 42.     (N)    091 24 34.     (W)     SCALED    
 BJ0786* NAVD 88     -         4.088  (meters)      13.41   (feet)  ADJUSTED  
 BJ0786  ___________________________________________________________________
 BJ0786  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0786  DYNAMIC HT  -           4.083 (meters)      13.40  (feet)  COMP
 BJ0786  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BJ0786
 BJ0786  VERT ORDER  -  FIRST     CLASS I
 BJ0786
 BJ0786.The horizontal coordinates were scaled from a topographic map and have
 BJ0786.an estimated accuracy of +/- 6 seconds.
 BJ0786
 BJ0786.The orthometric height was determined by differential leveling
 BJ0786.and adjusted by the National Geodetic Survey in February 1994..
 BJ0786
 BJ0786.The geoid height was determined by GEOID03.
 BJ0786
 BJ0786.The dynamic height is computed by dividing the NAVD 88
 BJ0786.geopotential number by the normal gravity value computed on the
 BJ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0786.degrees latitude (g = 980.6199 gals.).
 BJ0786
 BJ0786.The modeled gravity was interpolated from observed gravity values.
 BJ0786
 BJ0786;                    North         East    Units  Estimated Accuracy
 BJ0786;SPC LA S     -   213,750.      992,690.      MT  (+/- 180 meters Scaled)
 BJ0786
 BJ0786                          SUPERSEDED SURVEY CONTROL
 BJ0786
 BJ0786  NGVD 29 (??/??/??)    4.094  (m)           13.43   (f) ADJUSTED    1 1
 BJ0786
 BJ0786.Superseded values are not recommended for survey control.
 BJ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0786.See file dsdata.txt to determine how the superseded data were derived.
 BJ0786
 BJ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP527673(NAD 83)
 BJ0786_MARKER: DB = BENCH MARK DISK
 BJ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0786_STAMPING: K 217 1965
 BJ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0786+STABILITY: SURFACE MOTION
 BJ0786
 BJ0786  HISTORY     - Date     Condition        Report By
 BJ0786  HISTORY     - 1965     MONUMENTED       CGS
 BJ0786  HISTORY     - 1976     GOOD             NGS
 BJ0786
 BJ0786                          STATION DESCRIPTION
 BJ0786
 BJ0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0786'2.25 MI NE FROM GROSSE TETE.
 BJ0786'ABOUT 0.6 MILE NORTH-NORTHWEST ALONG SIDNEY ROAD FROM THE CASH
 BJ0786'MERCHANT STORE AT GROSSE TETE, THENCE 1.65 MILES EAST-NORTHEAST ALONG
 BJ0786'AN ABANDONED RAILROAD GRADE, IN FRACTIONAL SECTION 112, T 7 S, R 10 E,
 BJ0786'57 FEET EAST OF A FENCE LINE, AT THE WEST BATON ROUGE-IBERVILLE PARISH
 BJ0786'LINE, 48.2 FEET NORTHEAST OF AND ACROSS THE RAILROAD GRADE FROM BENCH
 BJ0786'MARK H 18 1934, 22 FEET NORTH OF THE CENTER LINE OF THE RAILROAD
 BJ0786'GRADE, 7.4 FEET NORTHWEST OF A FORKED GUM TREE, 7.3 FEET NORTHEAST OF
 BJ0786'A 14-INCH HACKBERRY TREE, 2.5 FEET EAST OF A CREOSOTED WITNESS POST,
 BJ0786'ABOUT 3 FEET BELOW THE GRADE, AND SET IN THE TOP OF A CONCRETE POST
 BJ0786'PROJECTING 5 INCHES.
 BJ0786
 BJ0786                          STATION RECOVERY (1976)
 BJ0786
 BJ0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0786'ABOUT 0.2 MILE NORTH-NORTHWEST ALONG SIDNEY ROAD FROM INTERSECTION
 BJ0786'WITH INTERSTATE HIGHWAY 10 WEST BOUND LANE, THENCE 1.65 MILES EAST
 BJ0786'NORTHEAST ALONG AN ABANDONED RAILROAD GRADE, 57 FT EAST OF A FENCE
 BJ0786'LINE, AT THE WEST BATON ROUGE-IBERVILLE, PARISH LINE, 48.2 FT
 BJ0786'NORTHEAST OF AND ACROSS THE RAILROAD GRADE FROM H 18, 22 FT NORTH
 BJ0786'OF THE CENTER LINE OF THE RAILROAD GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2276 ***********************************************************************
 BJ2276  DESIGNATION -  K 218
 BJ2276  PID         -  BJ2276
 BJ2276  STATE/COUNTY-  LA/ST MARTIN
 BJ2276  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2276
 BJ2276                         *CURRENT SURVEY CONTROL
 BJ2276  ___________________________________________________________________
 BJ2276* NAD 83(1986)-  30 21 39.     (N)    091 39 47.     (W)     SCALED    
 BJ2276* NAVD 88     -         7.34   (+/-2cm)      24.1    (feet)  VERTCON   
 BJ2276  ___________________________________________________________________
 BJ2276  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2276
 BJ2276  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2276
 BJ2276.The horizontal coordinates were scaled from a topographic map and have
 BJ2276.an estimated accuracy of +/- 6 seconds.
 BJ2276
 BJ2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2276.The vertical order pertains to the NGVD 29 superseded value.
 BJ2276
 BJ2276.The geoid height was determined by GEOID03.
 BJ2276
 BJ2276;                    North         East    Units  Estimated Accuracy
 BJ2276;SPC LA S     -   206,310.      968,300.      MT  (+/- 180 meters Scaled)
 BJ2276
 BJ2276                          SUPERSEDED SURVEY CONTROL
 BJ2276
 BJ2276  NGVD 29 (??/??/??)    7.349  (m)           24.11   (f) ADJUSTED    1 2
 BJ2276
 BJ2276.Superseded values are not recommended for survey control.
 BJ2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2276.See file dsdata.txt to determine how the superseded data were derived.
 BJ2276
 BJ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP284595(NAD 83)
 BJ2276_MARKER: DB = BENCH MARK DISK
 BJ2276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2276_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2276_STAMPING: K 218 1965
 BJ2276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2276
 BJ2276  HISTORY     - Date     Condition        Report By
 BJ2276  HISTORY     - 1965     MONUMENTED       CGS
 BJ2276
 BJ2276                          STATION DESCRIPTION
 BJ2276
 BJ2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2276'9.85 MI NE FROM BUTTE LA ROSE.
 BJ2276'ABOUT 6.1 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT
 BJ2276'LANDING AT BUTTE LA ROSE, THENCE 3.75 MILES EAST ALONG A DOUBLE ROW OF
 BJ2276'POWER LINE POLES, IN FRACTIONAL SECTION 74, T 8 S, R 8 E, ON AN ISLAND
 BJ2276'BETWEEN THE ATCHAFALAYA RIVER AND THE WHISKEY BAY PILOT CHANNEL, 27
 BJ2276'FEET NORTH OF THE CENTER LINE OF A DIM TRAIL ROAD, BETWEEN TWO POWER
 BJ2276'LINE POLES, 8.5 FEET SOUTH OF THE MORE NORTHERLY OF TWO POWER POLES
 BJ2276'NUMBERED 257-234, 1.0 FOOT EAST OF A POLE CROSS BAR AT THE BASE OF THE
 BJ2276'TWO POWER POLES, ABOUT LEVEL WITH THE TRAIL ROAD, A DISK BRAZED ON THE
 BJ2276'TOP OF A 3-INCH PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0968 ***********************************************************************
 BJ0968  DESIGNATION -  K 22
 BJ0968  PID         -  BJ0968
 BJ0968  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0968  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0968
 BJ0968                         *CURRENT SURVEY CONTROL
 BJ0968  ___________________________________________________________________
 BJ0968* NAD 83(1986)-  30 26 46.     (N)    091 11 25.     (W)     SCALED    
 BJ0968* NAVD 88     -        12.01   (+/-2cm)      39.4    (feet)  VERTCON   
 BJ0968  ___________________________________________________________________
 BJ0968  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0968
 BJ0968  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0968
 BJ0968.The horizontal coordinates were scaled from a topographic map and have
 BJ0968.an estimated accuracy of +/- 6 seconds.
 BJ0968
 BJ0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0968.The vertical order pertains to the NGVD 29 superseded value.
 BJ0968
 BJ0968.The geoid height was determined by GEOID03.
 BJ0968
 BJ0968;                    North         East    Units  Estimated Accuracy
 BJ0968;SPC LA S     -   215,730.    1,013,740.      MT  (+/- 180 meters Scaled)
 BJ0968
 BJ0968                          SUPERSEDED SURVEY CONTROL
 BJ0968
 BJ0968  NGVD 29 (??/??/??)   12.009  (m)           39.40   (f) ADJUSTED    1 1
 BJ0968
 BJ0968.Superseded values are not recommended for survey control.
 BJ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0968.See file dsdata.txt to determine how the superseded data were derived.
 BJ0968
 BJ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP737696(NAD 83)
 BJ0968_MARKER: DB = BENCH MARK DISK
 BJ0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0968_SP_SET: STEP
 BJ0968_STAMPING: K 22 1934 40.541
 BJ0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0968
 BJ0968  HISTORY     - Date     Condition        Report By
 BJ0968  HISTORY     - 1934     MONUMENTED       CGS
 BJ0968  HISTORY     - 1964     GOOD             CGS
 BJ0968  HISTORY     - 1976     GOOD             NGS
 BJ0968
 BJ0968                          STATION DESCRIPTION
 BJ0968
 BJ0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0968'IN BATON ROUGE.
 BJ0968'AT THE YAZOO AND MISSISSIPPI VALLEY R.R. STATION, 38 FEET SOUTH OF THE
 BJ0968'SOUTH DOOR OF THE WAITING ROOM, AT THE SOUTH DOOR TO THE OFFICES
 BJ0968'ON THE WEST SIDE OF THE BUILDING AND IN THE SOUTH END OF THE SECOND
 BJ0968'LIMESTONE STEP, 18 INCHES SOUTH OF THE DOOR.
 BJ0968
 BJ0968                          STATION RECOVERY (1976)
 BJ0968
 BJ0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0968'AT THE OLD RAILROAD STATION, NOW THE LOUISIANA ARTS AND SCIENCES
 BJ0968'CENTER RIVERSIDE MUSEUM AND CIVIC CENTER, MARK IS NOW INSIDE GALLERY
 BJ0968'ROOM NUMBER 132, IN TOP OF SOUTH END OF THE LIMESTONE FLOORING AT
 BJ0968'ENTRANCE TO STAIRWAY NUMBER 139, 26 FT. NORTH OF PICTURE WINDOWS
 BJ0968'AT SOUTH END OF GALLERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1032 ***********************************************************************
 CP1032  DESIGNATION -  K 22 1 BOLT
 CP1032  PID         -  CP1032
 CP1032  STATE/COUNTY-  LA/RICHLAND
 CP1032  USGS QUAD   -  EPPS (1986)
 CP1032
 CP1032                         *CURRENT SURVEY CONTROL
 CP1032  ___________________________________________________________________
 CP1032* NAD 83(1986)-  32 33 47.     (N)    091 29 33.     (W)     SCALED    
 CP1032* NAVD 88     -        25.86   (+/-2cm)      84.8    (feet)  VERTCON   
 CP1032  ___________________________________________________________________
 CP1032  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP1032
 CP1032  VERT ORDER  -  ? (See Below)
 CP1032
 CP1032.The horizontal coordinates were scaled from a topographic map and have
 CP1032.an estimated accuracy of +/- 6 seconds.
 CP1032
 CP1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1032.The vertical order pertains to the NGVD 29 superseded value.
 CP1032
 CP1032.The geoid height was determined by GEOID03.
 CP1032
 CP1032;                    North         East    Units  Estimated Accuracy
 CP1032;SPC LA N     -   229,190.    1,094,610.      MT  (+/- 180 meters Scaled)
 CP1032
 CP1032                          SUPERSEDED SURVEY CONTROL
 CP1032
 CP1032  NGVD 29 (??/??/92)   25.916  (m)           85.03   (f) ADJ UNCH    ?  
 CP1032
 CP1032.Superseded values are not recommended for survey control.
 CP1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1032.See file dsdata.txt to determine how the superseded data were derived.
 CP1032
 CP1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS415038(NAD 83)
 CP1032_MARKER: B = BOLT
 CP1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1032_SP_SET: STONE
 CP1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1032+STABILITY: SURFACE MOTION
 CP1032
 CP1032  HISTORY     - Date     Condition        Report By
 CP1032  HISTORY     - UNK      MONUMENTED       DOD
 CP1032  HISTORY     - 1934     GOOD             DOD
 CP1032
 CP1032                          STATION DESCRIPTION
 CP1032
 CP1032'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1032'8 MI N FROM DELHI.
 CP1032'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1.3 FEET ABOVE GROUND.
 CP1032'LOCATED APPROXIMATELY 8 MILES NORTH OF DELHI.  RICHLAND PARISH, LA.
 CP1032'1000 FEET NORTH OF R.R. CROSSING.  AT PALENTINE CHURCH.  46 FEET WEST
 CP1032'OF CENTERLINE OF HIGHWAY NO. 16.  39.7 FEET NORTHEAST OF NORTHEAST
 CP1032'CORNER OF CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1031 ***********************************************************************
 CP1031  DESIGNATION -  K 22 1 CAP
 CP1031  PID         -  CP1031
 CP1031  STATE/COUNTY-  LA/RICHLAND
 CP1031  USGS QUAD   -  EPPS (1986)
 CP1031
 CP1031                         *CURRENT SURVEY CONTROL
 CP1031  ___________________________________________________________________
 CP1031* NAD 83(1986)-  32 33 47.     (N)    091 29 33.     (W)     SCALED    
 CP1031* NAVD 88     -        27.08   (+/-2cm)      88.8    (feet)  VERTCON   
 CP1031  ___________________________________________________________________
 CP1031  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP1031
 CP1031  VERT ORDER  -  ? (See Below)
 CP1031
 CP1031.The horizontal coordinates were scaled from a topographic map and have
 CP1031.an estimated accuracy of +/- 6 seconds.
 CP1031
 CP1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1031.The vertical order pertains to the NGVD 29 superseded value.
 CP1031
 CP1031.The geoid height was determined by GEOID03.
 CP1031
 CP1031;                    North         East    Units  Estimated Accuracy
 CP1031;SPC LA N     -   229,190.    1,094,610.      MT  (+/- 180 meters Scaled)
 CP1031
 CP1031                          SUPERSEDED SURVEY CONTROL
 CP1031
 CP1031  NGVD 29 (??/??/92)   27.141  (m)           89.05   (f) ADJ UNCH    ?  
 CP1031
 CP1031.Superseded values are not recommended for survey control.
 CP1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1031.See file dsdata.txt to determine how the superseded data were derived.
 CP1031
 CP1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS415038(NAD 83)
 CP1031_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1031_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1031
 CP1031  HISTORY     - Date     Condition        Report By
 CP1031  HISTORY     - UNK      MONUMENTED       DOD
 CP1031  HISTORY     - 1934     GOOD             DOD
 CP1031
 CP1031                          STATION DESCRIPTION
 CP1031
 CP1031'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1031'8 MI N FROM DELHI.
 CP1031'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1.3 FEET ABOVE GROUND.
 CP1031'LOCATED APPROXIMATELY 8 MILES NORTH OF DELHI.  RICHLAND PARISH, LA.
 CP1031'1000 FEET NORTH OF R.R. CROSSING.  AT PALENTINE CHURCH.  46 FEET WEST
 CP1031'OF CENTERLINE OF HIGHWAY NO. 16.  39.7 FEET NORTHEAST OF NORTHEAST
 CP1031'CORNER OF CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1041 ***********************************************************************
 CP1041  DESIGNATION -  K 22 2 BOLT
 CP1041  PID         -  CP1041
 CP1041  STATE/COUNTY-  LA/WEST CARROLL
 CP1041  USGS QUAD   -  PIONEER (1986)
 CP1041
 CP1041                         *CURRENT SURVEY CONTROL
 CP1041  ___________________________________________________________________
 CP1041* NAD 83(1986)-  32 37 52.     (N)    091 28 06.     (W)     SCALED    
 CP1041* NAVD 88     -        29.11   (+/-2cm)      95.5    (feet)  VERTCON   
 CP1041  ___________________________________________________________________
 CP1041  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1041
 CP1041  VERT ORDER  -  ? (See Below)
 CP1041
 CP1041.The horizontal coordinates were scaled from a topographic map and have
 CP1041.an estimated accuracy of +/- 6 seconds.
 CP1041
 CP1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1041.The vertical order pertains to the NGVD 29 superseded value.
 CP1041
 CP1041.The geoid height was determined by GEOID03.
 CP1041
 CP1041;                    North         East    Units  Estimated Accuracy
 CP1041;SPC LA N     -   236,760.    1,096,810.      MT  (+/- 180 meters Scaled)
 CP1041
 CP1041                          SUPERSEDED SURVEY CONTROL
 CP1041
 CP1041  NGVD 29 (??/??/92)   29.170  (m)           95.70   (f) ADJ UNCH    ?  
 CP1041
 CP1041.Superseded values are not recommended for survey control.
 CP1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1041.See file dsdata.txt to determine how the superseded data were derived.
 CP1041
 CP1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS436114(NAD 83)
 CP1041_MARKER: B = BOLT
 CP1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1041_SP_SET: STONE
 CP1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1041+STABILITY: SURFACE MOTION
 CP1041
 CP1041  HISTORY     - Date     Condition        Report By
 CP1041  HISTORY     - UNK      MONUMENTED       DOD
 CP1041  HISTORY     - 1934     GOOD             DOD
 CP1041  HISTORY     - 1935     GOOD             NGS
 CP1041
 CP1041                          STATION DESCRIPTION
 CP1041
 CP1041'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1041'2 MI NE FROM EPPS.
 CP1041'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1041'LOCATED APPROXIMATELY 2 MILES NORTHEAST OF EPPS.  WEST CARROLL PARISH,
 CP1041'LA. 30.4 FEET WEST OF CENTERLINE OF MO. PAC. R.R. 53 FEET EAST OF
 CP1041'CENTERLINE OF HIGHWAY NO. 16.  25.7 FEET NORTHEAST OF TELEGRAPH POLE
 CP1041'MARKED 482.
 CP1041
 CP1041                          STATION RECOVERY (1935)
 CP1041
 CP1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1040 ***********************************************************************
 CP1040  DESIGNATION -  K 22 2 CAP
 CP1040  PID         -  CP1040
 CP1040  STATE/COUNTY-  LA/WEST CARROLL
 CP1040  USGS QUAD   -  PIONEER (1986)
 CP1040
 CP1040                         *CURRENT SURVEY CONTROL
 CP1040  ___________________________________________________________________
 CP1040* NAD 83(1986)-  32 37 52.     (N)    091 28 06.     (W)     SCALED    
 CP1040* NAVD 88     -        30.352  (meters)      99.58   (feet)  ADJUSTED  
 CP1040  ___________________________________________________________________
 CP1040  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1040  DYNAMIC HT  -          30.318 (meters)      99.47  (feet)  COMP
 CP1040  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 CP1040
 CP1040  VERT ORDER  -  SECOND    CLASS 0
 CP1040
 CP1040.The horizontal coordinates were scaled from a topographic map and have
 CP1040.an estimated accuracy of +/- 6 seconds.
 CP1040
 CP1040.The orthometric height was determined by differential leveling
 CP1040.and adjusted by the National Geodetic Survey in June 1991..
 CP1040
 CP1040.The geoid height was determined by GEOID03.
 CP1040
 CP1040.The dynamic height is computed by dividing the NAVD 88
 CP1040.geopotential number by the normal gravity value computed on the
 CP1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1040.degrees latitude (g = 980.6199 gals.).
 CP1040
 CP1040.The modeled gravity was interpolated from observed gravity values.
 CP1040
 CP1040;                    North         East    Units  Estimated Accuracy
 CP1040;SPC LA N     -   236,760.    1,096,810.      MT  (+/- 180 meters Scaled)
 CP1040
 CP1040                          SUPERSEDED SURVEY CONTROL
 CP1040
 CP1040  NGVD 29 (??/??/92)   30.411  (m)           99.77   (f) ADJ UNCH    2 0
 CP1040
 CP1040.Superseded values are not recommended for survey control.
 CP1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1040.See file dsdata.txt to determine how the superseded data were derived.
 CP1040
 CP1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS436114(NAD 83)
 CP1040_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1040_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1040
 CP1040  HISTORY     - Date     Condition        Report By
 CP1040  HISTORY     - UNK      MONUMENTED       DOD
 CP1040  HISTORY     - 1934     GOOD             DOD
 CP1040
 CP1040                          STATION DESCRIPTION
 CP1040
 CP1040'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1040'2 MI NE FROM EPPS.
 CP1040'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1040'LOCATED APPROXIMATELY 2 MILES NORTHEAST OF EPPS.  WEST CARROLL PARISH,
 CP1040'LA.  30.4 FEET WEST OF CENTERLINE OF MO. PAC. R.R.  53 FEET EAST OF
 CP1040'CENTERLINE OF HIGHWAY NO. 16.  25.7 FEET NORTHEAST OF TELEGRAPH POLE
 CP1040'MARKED 482.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1044 ***********************************************************************
 CP1044  DESIGNATION -  K 22 3 BOLT
 CP1044  PID         -  CP1044
 CP1044  STATE/COUNTY-  LA/WEST CARROLL
 CP1044  USGS QUAD   -  PIONEER (1986)
 CP1044
 CP1044                         *CURRENT SURVEY CONTROL
 CP1044  ___________________________________________________________________
 CP1044* NAD 83(1986)-  32 38 29.     (N)    091 27 55.     (W)     SCALED    
 CP1044* NAVD 88     -        30.880  (meters)     101.31   (feet)  ADJUSTED  
 CP1044  ___________________________________________________________________
 CP1044  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1044  DYNAMIC HT  -          30.846 (meters)     101.20  (feet)  COMP
 CP1044  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 CP1044
 CP1044  VERT ORDER  -  SECOND    CLASS 0
 CP1044
 CP1044.The horizontal coordinates were scaled from a topographic map and have
 CP1044.an estimated accuracy of +/- 6 seconds.
 CP1044
 CP1044.The orthometric height was determined by differential leveling
 CP1044.and adjusted by the National Geodetic Survey in June 1991..
 CP1044
 CP1044.The geoid height was determined by GEOID03.
 CP1044
 CP1044.The dynamic height is computed by dividing the NAVD 88
 CP1044.geopotential number by the normal gravity value computed on the
 CP1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1044.degrees latitude (g = 980.6199 gals.).
 CP1044
 CP1044.The modeled gravity was interpolated from observed gravity values.
 CP1044
 CP1044;                    North         East    Units  Estimated Accuracy
 CP1044;SPC LA N     -   237,900.    1,097,090.      MT  (+/- 180 meters Scaled)
 CP1044
 CP1044                          SUPERSEDED SURVEY CONTROL
 CP1044
 CP1044  NGVD 29 (??/??/92)   30.94   (m)          101.5    (f) COMPUTED    2 0
 CP1044
 CP1044.Superseded values are not recommended for survey control.
 CP1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1044.See file dsdata.txt to determine how the superseded data were derived.
 CP1044
 CP1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS439125(NAD 83)
 CP1044_MARKER: B = BOLT
 CP1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1044_SP_SET: STONE
 CP1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1044+STABILITY: SURFACE MOTION
 CP1044
 CP1044  HISTORY     - Date     Condition        Report By
 CP1044  HISTORY     - UNK      MONUMENTED       DOD
 CP1044  HISTORY     - 1934     GOOD             DOD
 CP1044  HISTORY     - 1935     GOOD             NGS
 CP1044
 CP1044                          STATION DESCRIPTION
 CP1044
 CP1044'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1044'2.75 MI NE FROM EPPS.
 CP1044'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1044'LOCATED APPROXIMATELY 2-3/4 MILES NORTHEAST OF EPPS.  WEST CARROLL
 CP1044'PARISH, LA.  32 FEET WEST OF CENTERLINE OF MO. PAC. R.R.  56 FEET EAST
 CP1044'OF CENTERLINE OF HIGHWAY NO. 16.  25 SOUTH OF CENTERLINE OF DIRT ROAD
 CP1044'AND ABOUT 400 FEET NORTH OF TELEGRAPH POLE MARKED 481/10.
 CP1044
 CP1044                          STATION RECOVERY (1935)
 CP1044
 CP1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1043 ***********************************************************************
 CP1043  DESIGNATION -  K 22 3 CAP
 CP1043  PID         -  CP1043
 CP1043  STATE/COUNTY-  LA/WEST CARROLL
 CP1043  USGS QUAD   -  PIONEER (1986)
 CP1043
 CP1043                         *CURRENT SURVEY CONTROL
 CP1043  ___________________________________________________________________
 CP1043* NAD 83(1986)-  32 38 28.     (N)    091 27 54.     (W)     SCALED    
 CP1043* NAVD 88     -        30.89   (+/-2cm)     101.3    (feet)  VERTCON   
 CP1043  ___________________________________________________________________
 CP1043  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1043
 CP1043  VERT ORDER  -  ? (See Below)
 CP1043
 CP1043.The horizontal coordinates were scaled from a topographic map and have
 CP1043.an estimated accuracy of +/- 6 seconds.
 CP1043
 CP1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1043.The vertical order pertains to the NGVD 29 superseded value.
 CP1043
 CP1043.The geoid height was determined by GEOID03.
 CP1043
 CP1043;                    North         East    Units  Estimated Accuracy
 CP1043;SPC LA N     -   237,870.    1,097,110.      MT  (+/- 180 meters Scaled)
 CP1043
 CP1043                          SUPERSEDED SURVEY CONTROL
 CP1043
 CP1043  NGVD 29 (??/??/92)   30.946  (m)          101.53   (f) ADJ UNCH    ?  
 CP1043
 CP1043.Superseded values are not recommended for survey control.
 CP1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1043.See file dsdata.txt to determine how the superseded data were derived.
 CP1043
 CP1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS439125(NAD 83)
 CP1043_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1043
 CP1043  HISTORY     - Date     Condition        Report By
 CP1043  HISTORY     - UNK      MONUMENTED       DOD
 CP1043  HISTORY     - 1934     GOOD             DOD
 CP1043
 CP1043                          STATION DESCRIPTION
 CP1043
 CP1043'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1043'2.75 MI NE FROM EPPS.
 CP1043'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1043'LOCATED APPROXIMATELY 2-3/4 MILES NORTHEAST OF EPPS.  WEST CARROLL
 CP1043'PARISH, LA.  32 FEET WEST OF CENTERLINE OF MO. PAC. R.R.  56 FEET EAST
 CP1043'OF CENTERLINE OF HIGHWAY NO. 16.  25 SOUTH OF CENTERLINE OF DIRT ROAD
 CP1043'AND ABOUT 400 FEET NORTH OF TELEGRAPH POLE MARKED 481/10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1049 ***********************************************************************
 CP1049  DESIGNATION -  K 22 4 BOLT
 CP1049  PID         -  CP1049
 CP1049  STATE/COUNTY-  LA/WEST CARROLL
 CP1049  USGS QUAD   -  PIONEER (1986)
 CP1049
 CP1049                         *CURRENT SURVEY CONTROL
 CP1049  ___________________________________________________________________
 CP1049* NAD 83(1986)-  32 40 39.     (N)    091 27 10.     (W)     SCALED    
 CP1049* NAVD 88     -        30.396  (meters)      99.72   (feet)  ADJUSTED  
 CP1049  ___________________________________________________________________
 CP1049  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP1049  DYNAMIC HT  -          30.362 (meters)      99.61  (feet)  COMP
 CP1049  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CP1049
 CP1049  VERT ORDER  -  SECOND    CLASS I
 CP1049
 CP1049.The horizontal coordinates were scaled from a topographic map and have
 CP1049.an estimated accuracy of +/- 6 seconds.
 CP1049
 CP1049.The orthometric height was determined by differential leveling
 CP1049.and adjusted by the National Geodetic Survey in June 1991..
 CP1049
 CP1049.The geoid height was determined by GEOID03.
 CP1049
 CP1049.The dynamic height is computed by dividing the NAVD 88
 CP1049.geopotential number by the normal gravity value computed on the
 CP1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1049.degrees latitude (g = 980.6199 gals.).
 CP1049
 CP1049.The modeled gravity was interpolated from observed gravity values.
 CP1049
 CP1049;                    North         East    Units  Estimated Accuracy
 CP1049;SPC LA N     -   241,910.    1,098,220.      MT  (+/- 180 meters Scaled)
 CP1049
 CP1049                          SUPERSEDED SURVEY CONTROL
 CP1049
 CP1049.No superseded survey control is available for this station.
 CP1049
 CP1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS450165(NAD 83)
 CP1049_MARKER: B = BOLT
 CP1049_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CP1049_SP_SET: LIMESTONE ROCK
 CP1049_MARK LOGO: USE   
 CP1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1049
 CP1049  HISTORY     - Date     Condition        Report By
 CP1049  HISTORY     - UNK      MONUMENTED       USE
 CP1049  HISTORY     - 1934     GOOD             DOD
 CP1049  HISTORY     - 1935     GOOD             NGS
 CP1049  HISTORY     - 1985     GOOD             LADTD
 CP1049
 CP1049                          STATION DESCRIPTION
 CP1049
 CP1049'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1049'IN DARNELL.
 CP1049'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1049'LOCATED AT DARNELL.  WEST CARROLL PARISH, LA. IN SOUTHWEST CORNER OF
 CP1049'CALF LOT OF SECTION HOUSE BETWEEN HIGHWAY AND R.R. 100 FEET WEST OF
 CP1049'SOUTHWEST CORNER MO. PAC. R.R. STATION AT DARNELL.  125 FEET SOUTHWEST
 CP1049'OF SOUTHWEST CORNER OF SECTION HOUSE AND 33 FEET EAST OF CENTERLINE OF
 CP1049'HIGHWAY NO. 16.
 CP1049
 CP1049                          STATION RECOVERY (1935)
 CP1049
 CP1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP1049'RECOVERED IN GOOD CONDITION.
 CP1049
 CP1049                          STATION RECOVERY (1985)
 CP1049
 CP1049'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP1049'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 26.6 KM
 CP1049'(16.5 MI) NORTH ON STATE HIGHWAY 17 FROM THE POST OFFICE IN DELHI TO
 CP1049'THE JUNCTION OF STATE HIGHWAYS 17 AND 577 IN THE TOWN OF DARNELL TO
 CP1049'THE BENCH MARK ON THE RIGHT SET IN THE NORTHEAST QUADRANT OF THE
 CP1049'JUNCTION.  THE BENCH MARK IS ACCESSIBLE THROUGH A WHITE PVC PIPE
 CP1049'PROJECTING ABOUT 0.31 METERS (1 FOOT) ABOVE THE GROUND, 11.6 METERS
 CP1049'(38 FEET) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 9.1 METERS (30
 CP1049'FEET) NORTH OF THE CENTERLINE OF STATE HIGHWAY 577 AND 4.7 METERS
 CP1049'(15.5 FEET) NORTHEAST OF A CONCRETE HEADWALL OF A CULVERT UNDER STATE
 CP1049'HIGHWAY 577.
 CP1049'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1048 ***********************************************************************
 CP1048  DESIGNATION -  K 22 4 CAP
 CP1048  PID         -  CP1048
 CP1048  STATE/COUNTY-  LA/WEST CARROLL
 CP1048  USGS QUAD   -  PIONEER (1986)
 CP1048
 CP1048                         *CURRENT SURVEY CONTROL
 CP1048  ___________________________________________________________________
 CP1048* NAD 83(1992)-  32 40 39.63708(N)    091 27 12.25501(W)     ADJUSTED  
 CP1048* NAVD 88     -        31.642  (meters)     103.81   (feet)  ADJUSTED  
 CP1048  ___________________________________________________________________
 CP1048  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CP1048  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP1048  DYNAMIC HT  -          31.607 (meters)     103.70  (feet)  COMP
 CP1048  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CP1048
 CP1048  HORZ ORDER  -  SECOND
 CP1048  VERT ORDER  -  SECOND    CLASS 0
 CP1048
 CP1048.The horizontal coordinates were established by classical geodetic methods
 CP1048.and adjusted by the National Geodetic Survey in May 1994..
 CP1048
 CP1048.The orthometric height was determined by differential leveling
 CP1048.and adjusted by the National Geodetic Survey in June 1991..
 CP1048
 CP1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1048
 CP1048.The geoid height was determined by GEOID03.
 CP1048
 CP1048.The dynamic height is computed by dividing the NAVD 88
 CP1048.geopotential number by the normal gravity value computed on the
 CP1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1048.degrees latitude (g = 980.6199 gals.).
 CP1048
 CP1048.The modeled gravity was interpolated from observed gravity values.
 CP1048
 CP1048;                    North         East     Units Scale Factor Converg.
 CP1048;SPC LA N     -   241,931.948 1,098,160.552   MT  1.00000253   +0 33 12.0
 CP1048;SPC LA N     -   793,738.40  3,602,881.74   sFT  1.00000253   +0 33 12.0
 CP1048;UTM  15      - 3,616,611.923   645,006.975   MT  0.99985928   +0 50 06.6
 CP1048
 CP1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1048!SPC LA N     -   0.99999912  x   1.00000253  =   1.00000165
 CP1048!UTM  15      -   0.99999912  x   0.99985928  =   0.99985840
 CP1048
 CP1048                          SUPERSEDED SURVEY CONTROL
 CP1048
 CP1048  NAD 83(1992)-  32 40 39.63746(N)    091 27 12.25507(W) AD(       ) 2
 CP1048  NAD 83(1986)-  32 40 39.65133(N)    091 27 12.24598(W) AD(       ) 2
 CP1048  NAD 27      -  32 40 39.16497(N)    091 27 11.82456(W) AD(       ) 2
 CP1048  NGVD 29 (??/??/92)   31.701  (m)          104.01   (f) ADJ UNCH    2 0
 CP1048
 CP1048.Superseded values are not recommended for survey control.
 CP1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1048.See file dsdata.txt to determine how the superseded data were derived.
 CP1048
 CP1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4500716612(NAD 83)
 CP1048_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1048
 CP1048  HISTORY     - Date     Condition        Report By
 CP1048  HISTORY     - 1970     MONUMENTED       USE
 CP1048  HISTORY     - 1934     GOOD             DOD
 CP1048
 CP1048                          STATION DESCRIPTION
 CP1048
 CP1048'DESCRIBED BY US ENGINEERS 1970
 CP1048'THE STATION MARK, A STANDARD U.S. CORP OF ENGINEERS DISK
 CP1048'STAMPED BM K 22.4 1930, IS A BRASS CAP ATTACHED TO A 4 INCH
 CP1048'IRON PIPE THAT IS PROJECTING 3 INCHES ABOVE THE GROUND
 CP1048'SURFACE.  IT IS 68 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 CP1048'TRACKS, 38 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 30
 CP1048'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 577.
 CP1048
 CP1048                          STATION RECOVERY (1934)
 CP1048
 CP1048'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1934
 CP1048'IN DARNELL.
 CP1048'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1 FOOT ABOVE GROUND.
 CP1048'LOCATED AT DARNELL.  WEST CARROLL PARISH, LA.  IN SOUTHWEST CORNER OF
 CP1048'CALF LOT OF SECTION HOUSE BETWEEN HIGHWAY AND R.R.  100 FEET WEST OF
 CP1048'SOUTHWEST CORNER MO. PAC. R.R. STATION AT DARNELL.  125 FEET SOUTHWEST
 CP1048'OF SOUTHWEST CORNER OF SECTION HOUSE AND 33 FEET EAST OF CENTERLINE OF
 CP1048'HIGHWAY NO. 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1053 ***********************************************************************
 CP1053  DESIGNATION -  K 22 5 BOLT
 CP1053  PID         -  CP1053
 CP1053  STATE/COUNTY-  LA/WEST CARROLL
 CP1053  USGS QUAD   -  PIONEER (1986)
 CP1053
 CP1053                         *CURRENT SURVEY CONTROL
 CP1053  ___________________________________________________________________
 CP1053* NAD 83(1986)-  32 43 12.     (N)    091 26 20.     (W)     SCALED    
 CP1053* NAVD 88     -        30.37   (+/-2cm)      99.6    (feet)  VERTCON   
 CP1053  ___________________________________________________________________
 CP1053  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1053
 CP1053  VERT ORDER  -  ? (See Below)
 CP1053
 CP1053.The horizontal coordinates were scaled from a topographic map and have
 CP1053.an estimated accuracy of +/- 6 seconds.
 CP1053
 CP1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1053.The vertical order pertains to the NGVD 29 superseded value.
 CP1053
 CP1053.The geoid height was determined by GEOID03.
 CP1053
 CP1053;                    North         East    Units  Estimated Accuracy
 CP1053;SPC LA N     -   246,640.    1,099,480.      MT  (+/- 180 meters Scaled)
 CP1053
 CP1053                          SUPERSEDED SURVEY CONTROL
 CP1053
 CP1053  NGVD 29 (??/??/92)   30.431  (m)           99.84   (f) ADJ UNCH    ?  
 CP1053
 CP1053.Superseded values are not recommended for survey control.
 CP1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1053.See file dsdata.txt to determine how the superseded data were derived.
 CP1053
 CP1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS462213(NAD 83)
 CP1053_MARKER: B = BOLT
 CP1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1053_SP_SET: STONE
 CP1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1053+STABILITY: SURFACE MOTION
 CP1053
 CP1053  HISTORY     - Date     Condition        Report By
 CP1053  HISTORY     - UNK      MONUMENTED       DOD
 CP1053  HISTORY     - 1934     GOOD             DOD
 CP1053
 CP1053                          STATION DESCRIPTION
 CP1053
 CP1053'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1053'3.1 MI NW FROM DARNELL.
 CP1053'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1.3 FEET ABOVE GROUND.
 CP1053'LOCATED APPROXIMATELY 3.1 MILES NORTHEAST OF DARNELL.  WEST CARROLL
 CP1053'PARISH, LA.  195 FEET NORTH OF TELEGRAPH POLE 475/20.  38 FEET WEST OF
 CP1053'HIGHWAY 16 AND 11.7 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1052 ***********************************************************************
 CP1052  DESIGNATION -  K 22 5 CAP
 CP1052  PID         -  CP1052
 CP1052  STATE/COUNTY-  LA/WEST CARROLL
 CP1052  USGS QUAD   -  PIONEER (1986)
 CP1052
 CP1052                         *CURRENT SURVEY CONTROL
 CP1052  ___________________________________________________________________
 CP1052* NAD 83(1986)-  32 43 12.     (N)    091 26 20.     (W)     SCALED    
 CP1052* NAVD 88     -        31.59   (+/-2cm)     103.6    (feet)  VERTCON   
 CP1052  ___________________________________________________________________
 CP1052  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1052
 CP1052  VERT ORDER  -  ? (See Below)
 CP1052
 CP1052.The horizontal coordinates were scaled from a topographic map and have
 CP1052.an estimated accuracy of +/- 6 seconds.
 CP1052
 CP1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1052.The vertical order pertains to the NGVD 29 superseded value.
 CP1052
 CP1052.The geoid height was determined by GEOID03.
 CP1052
 CP1052;                    North         East    Units  Estimated Accuracy
 CP1052;SPC LA N     -   246,640.    1,099,480.      MT  (+/- 180 meters Scaled)
 CP1052
 CP1052                          SUPERSEDED SURVEY CONTROL
 CP1052
 CP1052  NGVD 29 (??/??/92)   31.648  (m)          103.83   (f) ADJ UNCH    ?  
 CP1052
 CP1052.Superseded values are not recommended for survey control.
 CP1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1052.See file dsdata.txt to determine how the superseded data were derived.
 CP1052
 CP1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS462213(NAD 83)
 CP1052_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1052_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1052
 CP1052  HISTORY     - Date     Condition        Report By
 CP1052  HISTORY     - UNK      MONUMENTED       DOD
 CP1052  HISTORY     - 1934     GOOD             DOD
 CP1052
 CP1052                          STATION DESCRIPTION
 CP1052
 CP1052'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1052'3.1 MI NW FROM DARNELL.
 CP1052'IS A PIPE STONE BENCH WITH BRASS CAP.  CAP IS 1.3 FEET ABOVE GROUND.
 CP1052'LOCATED APPROXIMATELY 3.1 MILES NORTHEAST OF DARNELL.  WEST CARROLL
 CP1052'PARISH, LA.  195 FEET NORTH OF TELEGRAPH POLE 475/20.  38 FEET WEST OF
 CP1052'HIGHWAY 16 AND 11.7 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1404 ***********************************************************************
 AU1404  DESIGNATION -  K 227
 AU1404  PID         -  AU1404
 AU1404  STATE/COUNTY-  LA/TERREBONNE
 AU1404  USGS QUAD   -  GIBSON (1980)
 AU1404
 AU1404                         *CURRENT SURVEY CONTROL
 AU1404  ___________________________________________________________________
 AU1404* NAD 83(1992)-  29 37 43.66052(N)    090 55 02.81948(W)     ADJUSTED  
 AU1404* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1404  **This station is located in a subsidence area (see below).
 AU1404  ___________________________________________________________________
 AU1404  X           -     -88,844.786 (meters)                     COMP
 AU1404  Y           -  -5,547,983.021 (meters)                     COMP
 AU1404  Z           -   3,134,660.498 (meters)                     COMP
 AU1404  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU1404  ELLIP HEIGHT-         -23.75  (meters)          (02/21/02) GPS OBS
 AU1404  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AU1404  DYNAMIC HT  -           1.8   (meters)       6.    (feet)  COMP
 AU1404  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 AU1404
 AU1404  HORZ ORDER  -  FIRST
 AU1404  VERT ORDER  -  THIRD (See Below)
 AU1404  ELLP ORDER  -  FIFTH     CLASS I
 AU1404
 AU1404.The horizontal coordinates were established by GPS observations
 AU1404.and adjusted by the National Geodetic Survey in December 1998..
 AU1404
 AU1404 ** The orthometric height has not been validated since last determined
 AU1404 ** by differential leveling and should not be used for control purposes.
 AU1404 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1404 ** area with valid NAVD 88 orthometric heights.
 AU1404 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1404 ** epoch indicated which incorporates improved geoid heights for the
 AU1404 ** Southern Louisiana Subsidence area.
 AU1404 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1404.The orthometric height was scaled from a topographic map.
 AU1404.The vertical order pertains to the first NAVD 88 superseded value.
 AU1404
 AU1404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1404
 AU1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1404
 AU1404.The ellipsoidal height was determined by GPS observations
 AU1404.and is referenced to NAD 83.
 AU1404
 AU1404.The geoid height was determined by GEOID03.
 AU1404
 AU1404.The dynamic height is computed by dividing the NAVD 88
 AU1404.geopotential number by the normal gravity value computed on the
 AU1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1404.degrees latitude (g = 980.6199 gals.).
 AU1404
 AU1404.The modeled gravity was interpolated from observed gravity values.
 AU1404
 AU1404;                    North         East     Units Scale Factor Converg.
 AU1404;SPC LA S     -   125,194.395 1,040,273.312   MT  0.99994669   +0 12 28.6
 AU1404;SPC LA S     -   410,741.94  3,412,963.36   sFT  0.99994669   +0 12 28.6
 AU1404;UTM  15      - 3,279,465.971   701,623.312   MT  1.00010161   +1 01 47.7
 AU1404
 AU1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1404!SPC LA S     -   1.00000373  x   0.99994669  =   0.99995042
 AU1404!UTM  15      -   1.00000373  x   1.00010161  =   1.00010534
 AU1404
 AU1404:                Primary Azimuth Mark                     Grid Az
 AU1404:SPC LA S     -  K 227 AZ MK                              121 29 28.0
 AU1404:UTM  15      -  K 227 AZ MK                              120 40 08.9
 AU1404
 AU1404|---------------------------------------------------------------------|
 AU1404| PID    Reference Object                     Distance      Geod. Az  |
 AU1404|                                                           dddmmss.s |
 AU1404| AH6199 K 227 AZ MK                         APPROX. 0.5 KM 1214156.6 |
 AU1404|---------------------------------------------------------------------|
 AU1404
 AU1404                          SUPERSEDED SURVEY CONTROL
 AU1404
 AU1404  ELLIP H (12/17/98)  -23.76   (m)                       GP(       ) 4 2
 AU1404  NAVD 88 (06/15/91)    1.944  (m)            6.38   (f) UNKNOWN     1 2
 AU1404  NGVD 29 (??/??/??)    1.984  (m)            6.51   (f) ADJUSTED    1 2
 AU1404
 AU1404.Superseded values are not recommended for survey control.
 AU1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1404.See file dsdata.txt to determine how the superseded data were derived.
 AU1404
 AU1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0162379466(NAD 83)
 AU1404_MARKER: DB = BENCH MARK DISK
 AU1404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AU1404_SP_SET: SET IN A MASSIVE STRUCTURE
 AU1404_STAMPING: K 227 1965
 AU1404_MARK LOGO: CGS   
 AU1404_PROJECTION: FLUSH
 AU1404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1404+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1404
 AU1404  HISTORY     - Date     Condition        Report By
 AU1404  HISTORY     - 1965     MONUMENTED       CGS
 AU1404  HISTORY     - 1980     GOOD             LADTD
 AU1404  HISTORY     - 1982     GOOD             NGS
 AU1404  HISTORY     - 19930303 GOOD             NGS
 AU1404  HISTORY     - 19950103 GOOD             MPHI
 AU1404
 AU1404                          STATION DESCRIPTION
 AU1404
 AU1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1404'7.65 MI SE FROM GIBSON.
 AU1404'7.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM A CONCRETE DRAWBRIDGE
 AU1404'OVER BAYOU BLACK AT GIBSON, IN FRACTIONAL SECTION 19, T 17 S, R 15 E,
 AU1404'19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AU1404'NORTHWEST CONCRETE WINGWALL OF THE BRIDGE OVER ELLIOT JONES CANAL, 26
 AU1404'FEET EAST OF THE EXTENDED CENTER LINE OF A SHELL ROAD LEADING SOUTH
 AU1404'ALONG THE WEST SIDE OF THE CANAL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 AU1404'THE HIGHWAY.
 AU1404
 AU1404                          STATION RECOVERY (1980)
 AU1404
 AU1404'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 AU1404'RECOVERED IN GOOD CONDITION.
 AU1404
 AU1404                          STATION RECOVERY (1982)
 AU1404
 AU1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1404'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AU1404'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  11.4 KILOMETERS
 AU1404'(7.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHEAST END OF
 AU1404'THE HIGHWAY BRIDGE OVER BAYOU BLACK IN GIBSON, TO THE MARK ON THE
 AU1404'LEFT, IN TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE CURB OF
 AU1404'THE HIGHWAY BRIDGE OVER ELLIOT CANAL, 5.79 METERS (19.0 FEET)
 AU1404'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 AU1404
 AU1404                          STATION RECOVERY (1993)
 AU1404
 AU1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1404'0.2 KM (0.10 MI) SOUTHERLY ALONG CAROLL STREET FROM THE POST OFFICE
 AU1404'IN GIBSON, THENCE 10.6 KM (6.60 MI) SOUTHEASTERLY ALONG SOUTH BAYOU
 AU1404'BLACK DRIVE AND U.S. HIGHWAY 90, IN TOP OF AND 0.3 M (1.0 FT)
 AU1404'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE CURB OF THE
 AU1404'HIGHWAY BRIDGE SPANNING A CANAL, 5.7 M (18.7 FT) NORTHEAST OF THE
 AU1404'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AU1404'HIGHWAY.
 AU1404
 AU1404                          STATION RECOVERY (1995)
 AU1404
 AU1404'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1404'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6199 ***********************************************************************
 AH6199  DESIGNATION -  K 227 AZ MK
 AH6199  PID         -  AH6199
 AH6199  STATE/COUNTY-  LA/TERREBONNE
 AH6199  USGS QUAD   -  GIBSON (1980)
 AH6199
 AH6199                         *CURRENT SURVEY CONTROL
 AH6199  ___________________________________________________________________
 AH6199* NAD 83(1992)-  29 37 34.87735(N)    090 54 46.54235(W)     ADJUSTED  
 AH6199* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6199  **This station is located in a subsidence area (see below).
 AH6199  ___________________________________________________________________
 AH6199  X           -     -88,409.096 (meters)                     COMP
 AH6199  Y           -  -5,548,123.196 (meters)                     COMP
 AH6199  Z           -   3,134,425.136 (meters)                     COMP
 AH6199  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6199  ELLIP HEIGHT-         -24.32  (meters)          (02/21/02) GPS OBS
 AH6199  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH6199
 AH6199  HORZ ORDER  -  FIRST
 AH6199  ELLP ORDER  -  FIFTH     CLASS I
 AH6199
 AH6199.The horizontal coordinates were established by GPS observations
 AH6199.and adjusted by the National Geodetic Survey in December 1998..
 AH6199
 AH6199 ** The orthometric height has not been validated since last determined
 AH6199 ** by differential leveling and should not be used for control purposes.
 AH6199 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6199 ** area with valid NAVD 88 orthometric heights.
 AH6199 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6199 ** epoch indicated which incorporates improved geoid heights for the
 AH6199 ** Southern Louisiana Subsidence area.
 AH6199 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6199.The orthometric height was determined by GPS observations and a
 AH6199.high-resolution geoid model.
 AH6199
 AH6199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6199
 AH6199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6199
 AH6199.The ellipsoidal height was determined by GPS observations
 AH6199.and is referenced to NAD 83.
 AH6199
 AH6199.The geoid height was determined by GEOID03.
 AH6199
 AH6199;                    North         East     Units Scale Factor Converg.
 AH6199;SPC LA S     -   124,925.570 1,040,712.148   MT  0.99994697   +0 12 36.7
 AH6199;SPC LA S     -   409,859.97  3,414,403.11   sFT  0.99994697   +0 12 36.7
 AH6199;UTM  15      - 3,279,203.427   702,066.028   MT  1.00010382   +1 01 55.5
 AH6199
 AH6199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6199!SPC LA S     -   1.00000382  x   0.99994697  =   0.99995079
 AH6199!UTM  15      -   1.00000382  x   1.00010382  =   1.00010764
 AH6199
 AH6199:                Primary Azimuth Mark                     Grid Az
 AH6199:SPC LA S     -  K 227                                    301 29 28.0
 AH6199:UTM  15      -  K 227                                    300 40 09.2
 AH6199
 AH6199|---------------------------------------------------------------------|
 AH6199| PID    Reference Object                     Distance      Geod. Az  |
 AH6199|                                                           dddmmss.s |
 AH6199| AU1404 K 227                               APPROX. 0.5 KM 3014204.7 |
 AH6199|---------------------------------------------------------------------|
 AH6199
 AH6199                          SUPERSEDED SURVEY CONTROL
 AH6199
 AH6199  ELLIP H (12/17/98)  -24.34   (m)                       GP(       ) 4 2
 AH6199
 AH6199.Superseded values are not recommended for survey control.
 AH6199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6199.See file dsdata.txt to determine how the superseded data were derived.
 AH6199
 AH6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0206679203(NAD 83)
 AH6199_MARKER: DD = SURVEY DISK
 AH6199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6199_STAMPING: K-227 AZ MK 1993
 AH6199_MARK LOGO: TPCG  
 AH6199_PROJECTION: FLUSH
 AH6199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6199+STABILITY: SURFACE MOTION
 AH6199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6199+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6199
 AH6199  HISTORY     - Date     Condition        Report By
 AH6199  HISTORY     - 1993     MONUMENTED       GSENG
 AH6199
 AH6199                          STATION DESCRIPTION
 AH6199
 AH6199'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6199'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6199'U.S. HIGHWAY 90, (TOWNSHIP 17 SOUTH RANGE 15 EAST SECTION 17).
 AH6199'MONUMENT IS A TERREBONNE PARISH LIS DISC SET IN CONCRETE 0.1 FT  BELOW
 AH6199'THE LEVEL OF THE GROUND. MONUMENT IS ABOUT 0.31 MI (0.50 KM) EAST OF
 AH6199'THE CENTER OF THE ELLIOT JONES CANAL BRIDGE ON U.S. HIGHWAY 90, 26.83
 AH6199'FT (8.18 M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 90, 42.15 FT
 AH6199'(12.85 M) NORTHWEST OF A FIRE HYDRANT, 50.2 FT (15.3 M) EAST OF A 6
 AH6199'INCH  OAK TREE, 87.45 FT (26.65 M) SOUTHEAST OF A NAIL/SHINER IN A
 AH6199'LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1433 ***********************************************************************
 BH1433  DESIGNATION -  K 23
 BH1433  PID         -  BH1433
 BH1433  STATE/COUNTY-  LA/WASHINGTON
 BH1433  USGS QUAD   -  ANGIE (1982)
 BH1433
 BH1433                         *CURRENT SURVEY CONTROL
 BH1433  ___________________________________________________________________
 BH1433* NAD 83(1986)-  30 54 41.     (N)    089 49 32.     (W)     SCALED    
 BH1433* NAVD 88     -        39.03   (+/-2cm)     128.1    (feet)  VERTCON   
 BH1433  ___________________________________________________________________
 BH1433  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BH1433
 BH1433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1433
 BH1433.The horizontal coordinates were scaled from a topographic map and have
 BH1433.an estimated accuracy of +/- 6 seconds.
 BH1433
 BH1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1433.The vertical order pertains to the NGVD 29 superseded value.
 BH1433
 BH1433.The geoid height was determined by GEOID03.
 BH1433
 BH1433;                    North         East    Units  Estimated Accuracy
 BH1433;SPC LA S     -   268,250.    1,144,140.      MT  (+/- 180 meters Scaled)
 BH1433
 BH1433                          SUPERSEDED SURVEY CONTROL
 BH1433
 BH1433  NGVD 29 (??/??/??)   39.102  (m)          128.29   (f) ADJUSTED    2 0
 BH1433
 BH1433.Superseded values are not recommended for survey control.
 BH1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1433.See file dsdata.txt to determine how the superseded data were derived.
 BH1433
 BH1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV299232(NAD 83)
 BH1433_MARKER: DB = BENCH MARK DISK
 BH1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1433_STAMPING: 128 K 23 1934
 BH1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1433+STABILITY: SURFACE MOTION
 BH1433
 BH1433  HISTORY     - Date     Condition        Report By
 BH1433  HISTORY     - 1934     MONUMENTED       CGS
 BH1433  HISTORY     - 1955     GOOD             CGS
 BH1433  HISTORY     - 20060412 MARK NOT FOUND   NGS
 BH1433
 BH1433                          STATION DESCRIPTION
 BH1433
 BH1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1433'1.2 MI N FROM VARNADO.
 BH1433'1.2 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM VARNADO,
 BH1433'WASHINGTON PARISH, 8 1/2 POLES NORTH OF MILEPOST 80, IN THE NORTHEAST
 BH1433'ANGLE OF A PRIVATE-ROAD CROSSING, 31 FEET EAST OF THE EAST RAIL, 31
 BH1433'FEET NORTH OF THE CENTERLINE OF THE DIM ROAD, 55 FEET NORTH OF POLE
 BH1433'738, AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK,
 BH1433'STAMPED 128 K 23 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BH1433'8 INCHES ABOVE GROUND.
 BH1433
 BH1433                          STATION RECOVERY (2006)
 BH1433
 BH1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1433'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1419 ***********************************************************************
 CP1419  DESIGNATION -  K 23 1 BOLT
 CP1419  PID         -  CP1419
 CP1419  STATE/COUNTY-  LA/RICHLAND
 CP1419  USGS QUAD   -  DELHI (1986)
 CP1419
 CP1419                         *CURRENT SURVEY CONTROL
 CP1419  ___________________________________________________________________
 CP1419* NAD 83(1986)-  32 25 56.     (N)    091 29 44.     (W)     SCALED    
 CP1419* NAVD 88     -        27.73   (+/-2cm)      91.0    (feet)  VERTCON   
 CP1419  ___________________________________________________________________
 CP1419  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1419
 CP1419  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1419
 CP1419.The horizontal coordinates were scaled from a topographic map and have
 CP1419.an estimated accuracy of +/- 6 seconds.
 CP1419
 CP1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1419.The vertical order pertains to the NGVD 29 superseded value.
 CP1419
 CP1419.The geoid height was determined by GEOID03.
 CP1419
 CP1419;                    North         East    Units  Estimated Accuracy
 CP1419;SPC LA N     -   214,680.    1,094,460.      MT  (+/- 180 meters Scaled)
 CP1419
 CP1419                          SUPERSEDED SURVEY CONTROL
 CP1419
 CP1419  NGVD 29 (??/??/92)   27.756  (m)           91.06   (f) ADJ UNCH    1 2
 CP1419
 CP1419.Superseded values are not recommended for survey control.
 CP1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1419.See file dsdata.txt to determine how the superseded data were derived.
 CP1419
 CP1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR414893(NAD 83)
 CP1419_MARKER: B = BOLT
 CP1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1419_SP_SET: CONCRETE SLAB
 CP1419_STAMPING: BM.K.23.1. 1930 95
 CP1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1419
 CP1419  HISTORY     - Date     Condition        Report By
 CP1419  HISTORY     - UNK      MONUMENTED       DOD
 CP1419  HISTORY     - 1966     GOOD             NGS
 CP1419
 CP1419                          STATION DESCRIPTION
 CP1419
 CP1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1419'1.75 MI S FROM DELHI.
 CP1419'ABOUT 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1419'STATION AT DELHI, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 17, IN
 CP1419'SECTION 25, T 17 N, R 9 E, 38 FEET EAST OF THE CENTER LINE OF THE
 CP1419'HIGHWAY, 236 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 28
 CP1419'FEET SOUTHWEST OF A 24-INCH PECAN TREE, 0.7 FOOT SOUTH OF A METAL
 CP1419'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, A COPPER
 CP1419'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 1/2 FEET BELOW THE
 CP1419'GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A
 CP1419'BRASS CAP AND PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1418 ***********************************************************************
 CP1418  DESIGNATION -  K 23 1 CAP
 CP1418  PID         -  CP1418
 CP1418  STATE/COUNTY-  LA/RICHLAND
 CP1418  USGS QUAD   -  DELHI (1986)
 CP1418
 CP1418                         *CURRENT SURVEY CONTROL
 CP1418  ___________________________________________________________________
 CP1418* NAD 83(1986)-  32 25 56.     (N)    091 29 44.     (W)     SCALED    
 CP1418* NAVD 88     -        28.95   (+/-2cm)      95.0    (feet)  VERTCON   
 CP1418  ___________________________________________________________________
 CP1418  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1418
 CP1418  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1418
 CP1418.The horizontal coordinates were scaled from a topographic map and have
 CP1418.an estimated accuracy of +/- 6 seconds.
 CP1418
 CP1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1418.The vertical order pertains to the NGVD 29 superseded value.
 CP1418
 CP1418.The geoid height was determined by GEOID03.
 CP1418
 CP1418;                    North         East    Units  Estimated Accuracy
 CP1418;SPC LA N     -   214,680.    1,094,460.      MT  (+/- 180 meters Scaled)
 CP1418
 CP1418                          SUPERSEDED SURVEY CONTROL
 CP1418
 CP1418  NGVD 29 (??/??/92)   28.973  (m)           95.06   (f) ADJ UNCH    1 2
 CP1418
 CP1418.Superseded values are not recommended for survey control.
 CP1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1418.See file dsdata.txt to determine how the superseded data were derived.
 CP1418
 CP1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR414893(NAD 83)
 CP1418_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1418_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1418_STAMPING: BM.K.23.1. 1930 95
 CP1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1418
 CP1418  HISTORY     - Date     Condition        Report By
 CP1418  HISTORY     - UNK      MONUMENTED       DOD
 CP1418  HISTORY     - 1966     GOOD             DOD
 CP1418
 CP1418                          STATION DESCRIPTION
 CP1418
 CP1418'DESCRIBED BY US DEPARTMENT OF DEFENSE 1966
 CP1418'1.75 MI S FROM DELHI.
 CP1418'ABOUT 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1418'STATION AT DELHI, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 17, IN
 CP1418'SECTION 25, T 17 N, R 9 E, 38 FEET EAST OF THE CENTER LINE OF THE
 CP1418'HIGHWAY, 236 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 28
 CP1418'FEET SOUTHWEST OF A 24-INCH PECAN TREE, 0.7 FOOT SOUTH OF A METAL
 CP1418'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, A 3-INCH
 CP1418'IRON PIPE BEARING A BRASS CAP AND PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1390 ***********************************************************************
 CP1390  DESIGNATION -  K 23 6 CAP
 CP1390  PID         -  CP1390
 CP1390  STATE/COUNTY-  LA/MADISON
 CP1390  USGS QUAD   -  DELHI (1986)
 CP1390
 CP1390                         *CURRENT SURVEY CONTROL
 CP1390  ___________________________________________________________________
 CP1390* NAD 83(1986)-  32 26 41.     (N)    091 24 35.     (W)     SCALED    
 CP1390* NAVD 88     -        24.975  (meters)      81.94   (feet)  ADJUSTED  
 CP1390  ___________________________________________________________________
 CP1390  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1390  DYNAMIC HT  -          24.947 (meters)      81.85  (feet)  COMP
 CP1390  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 CP1390
 CP1390  VERT ORDER  -  FIRST     CLASS I
 CP1390
 CP1390.The horizontal coordinates were scaled from a topographic map and have
 CP1390.an estimated accuracy of +/- 6 seconds.
 CP1390
 CP1390.The orthometric height was determined by differential leveling
 CP1390.and adjusted by the National Geodetic Survey in June 1991..
 CP1390
 CP1390.The geoid height was determined by GEOID03.
 CP1390
 CP1390.The dynamic height is computed by dividing the NAVD 88
 CP1390.geopotential number by the normal gravity value computed on the
 CP1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1390.degrees latitude (g = 980.6199 gals.).
 CP1390
 CP1390.The modeled gravity was interpolated from observed gravity values.
 CP1390
 CP1390;                    North         East    Units  Estimated Accuracy
 CP1390;SPC LA N     -   216,140.    1,102,520.      MT  (+/- 180 meters Scaled)
 CP1390
 CP1390                          SUPERSEDED SURVEY CONTROL
 CP1390
 CP1390  NGVD 29 (??/??/??)   24.990  (m)           81.99   (f) ADJUSTED    1 1
 CP1390
 CP1390.Superseded values are not recommended for survey control.
 CP1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1390.See file dsdata.txt to determine how the superseded data were derived.
 CP1390
 CP1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR494908(NAD 83)
 CP1390_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1390_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1390_STAMPING: BM K 23 6 1930 82
 CP1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1390
 CP1390  HISTORY     - Date     Condition        Report By
 CP1390  HISTORY     - 1930     MONUMENTED       DOD
 CP1390  HISTORY     - 1968     GOOD             NGS
 CP1390
 CP1390                          STATION DESCRIPTION
 CP1390
 CP1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1390'5.0 MI E FROM DELHI.
 CP1390'5.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1390'DELHI, 0.1 MILE EAST OF THE CROSSING OF THE RAILROAD AND STATE HIGHWAY
 CP1390'577, 0.3 MILE WEST OF MILEPOST 30, 145 FEET SOUTH OF THE SOUTH RAIL,
 CP1390'52 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 29 1/2 FEET WEST
 CP1390'OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 18 1/2 FEET NORTH OF A
 CP1390'36-INCH OAK TREE, 6 FEET EAST OF AN 18-INCH HACKBERRY TREE, ABOUT 6
 CP1390'FEET BELOW THE LEVEL OF THE TRACK, A U.S. ENGINEERS CAP ON THE TOP OF
 CP1390'AN IRON PIPE WHICH PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1390'1/4, SEC 23, T 17N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1407 ***********************************************************************
 CP1407  DESIGNATION -  K 23 7 CAP
 CP1407  PID         -  CP1407
 CP1407  STATE/COUNTY-  LA/RICHLAND
 CP1407  USGS QUAD   -  DELHI (1986)
 CP1407
 CP1407                         *CURRENT SURVEY CONTROL
 CP1407  ___________________________________________________________________
 CP1407* NAD 83(1992)-  32 27 15.48474(N)    091 29 48.26667(W)     ADJUSTED  
 CP1407* NAVD 88     -        29.77   (+/-2cm)      97.7    (feet)  VERTCON   
 CP1407  ___________________________________________________________________
 CP1407  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CP1407  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP1407
 CP1407  HORZ ORDER  -  SECOND
 CP1407  VERT ORDER  -  THIRD ? (See Below)
 CP1407
 CP1407.The horizontal coordinates were established by classical geodetic methods
 CP1407.and adjusted by the National Geodetic Survey in May 1994..
 CP1407
 CP1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1407.The vertical order pertains to the NGVD 29 superseded value.
 CP1407
 CP1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1407
 CP1407.The geoid height was determined by GEOID03.
 CP1407
 CP1407;                    North         East     Units Scale Factor Converg.
 CP1407;SPC LA N     -   217,123.446 1,094,325.439   MT  0.99995847   +0 31 49.5
 CP1407;SPC LA N     -   712,345.84  3,590,299.38   sFT  0.99995847   +0 31 49.5
 CP1407;UTM  15      - 3,591,788.176   641,293.222   MT  0.99984618   +0 48 24.6
 CP1407
 CP1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1407!SPC LA N     -   0.99999944  x   0.99995847  =   0.99995791
 CP1407!UTM  15      -   0.99999944  x   0.99984618  =   0.99984562
 CP1407
 CP1407                          SUPERSEDED SURVEY CONTROL
 CP1407
 CP1407  NAD 83(1992)-  32 27 15.48803(N)    091 29 48.26588(W) AD(       ) 2
 CP1407  NAD 83(1986)-  32 27 15.49666(N)    091 29 48.26035(W) AD(       ) 2
 CP1407  NAD 27      -  32 27 14.98588(N)    091 29 47.83868(W) AD(       ) 2
 CP1407  NGVD 29 (07/19/86)   29.80   (m)           97.8    (f) LEVELING    3  
 CP1407
 CP1407.Superseded values are not recommended for survey control.
 CP1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1407.See file dsdata.txt to determine how the superseded data were derived.
 CP1407
 CP1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4129391788(NAD 83)
 CP1407_MARKER: P = PIPE CAP
 CP1407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1407_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1407
 CP1407  HISTORY     - Date     Condition        Report By
 CP1407  HISTORY     - 1931     MONUMENTED       USE
 CP1407  HISTORY     - 1968     MARK NOT FOUND   NGS
 CP1407
 CP1407                          STATION DESCRIPTION
 CP1407
 CP1407'DESCRIBED BY US ENGINEERS 1931 (PAS)
 CP1407'STATION IS IN DELHI, ON PROPERTY OF THE ELECTRIC GIN COMPANY,
 CP1407'1,000 FEET S OF ILLINOIS CENTRAL RAILROAD TRACKS, 50 FEET
 CP1407'NW OF INTERSECTION OF CENTER LINES OF CHICAGO AND LOUISIANA
 CP1407'AVENUES, 35 FEET W OF CENTER LINE OF CHICAGO AVENUE, 438
 CP1407'FEET S OF THE ELECTRIC GIN COMPANYS OFFICE, 68.5 FEET NW
 CP1407'OF FIRE PLUG, 11.2 FEET W OF PROPERTY CORNER, 91.2 FEET E OF
 CP1407'CISTERN, AND 2 FEET W OF A SINGLE STRAND FENCE.  IT IS MARKED
 CP1407'BY A 3 1/2-INCH IRON PIPE WITH A CAP PROJECTING 7 INCHES ABOVE
 CP1407'GROUND STAMPED VICKSBURG ENGR DIST.
 CP1407
 CP1407                          STATION RECOVERY (1968)
 CP1407
 CP1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1407'IN DELHI.
 CP1407'AT DELHI, ON THE ELECTRIC GIN CO. PROPERTY, 50 FEET NORTHWEST OF THE
 CP1407'CENTER OF THE INTERSECTION OF CHICAGO AND LOUISIANA AVENUES, 35 FEET
 CP1407'WEST OF THE CENTER LINE OF CHICAGO AVENUE, 11.2 FEET WEST OF THE
 CP1407'PROPERTY CORNER, AND 2 FEET WEST OF A SINGLE STRAND FENCE.  RIVETED ON
 CP1407'THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING ABOUT 7 INCHES ABOVE
 CP1407'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0666 ***********************************************************************
 BX0666  DESIGNATION -  K 230
 BX0666  PID         -  BX0666
 BX0666  STATE/COUNTY-  LA/GRANT
 BX0666  USGS QUAD   -  BALL (1993)
 BX0666
 BX0666                         *CURRENT SURVEY CONTROL
 BX0666  ___________________________________________________________________
 BX0666* NAD 83(1986)-  31 27 14.     (N)    092 24 31.     (W)     SCALED    
 BX0666* NAVD 88     -        61.80   (+/-2cm)     202.8    (feet)  VERTCON   
 BX0666  ___________________________________________________________________
 BX0666  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BX0666
 BX0666  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0666
 BX0666.The horizontal coordinates were scaled from a topographic map and have
 BX0666.an estimated accuracy of +/- 6 seconds.
 BX0666
 BX0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0666.The vertical order pertains to the NGVD 29 superseded value.
 BX0666
 BX0666.The geoid height was determined by GEOID03.
 BX0666
 BX0666;                    North         East    Units  Estimated Accuracy
 BX0666;SPC LA N     -   105,770.    1,008,690.      MT  (+/- 180 meters Scaled)
 BX0666
 BX0666                          SUPERSEDED SURVEY CONTROL
 BX0666
 BX0666  NGVD 29 (??/??/??)   61.786  (m)          202.71   (f) ADJUSTED    1 2
 BX0666
 BX0666.Superseded values are not recommended for survey control.
 BX0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0666.See file dsdata.txt to determine how the superseded data were derived.
 BX0666
 BX0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561800(NAD 83)
 BX0666_MARKER: DB = BENCH MARK DISK
 BX0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0666_SP_SET: SLEEL CATTLE GUARD
 BX0666_STAMPING: K 230 1965
 BX0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0666
 BX0666  HISTORY     - Date     Condition        Report By
 BX0666  HISTORY     - 1965     MONUMENTED       CGS
 BX0666  HISTORY     - 1966     GOOD             CGS
 BX0666  HISTORY     - 1985     GOOD             LADTD
 BX0666
 BX0666                          STATION DESCRIPTION
 BX0666
 BX0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0666'5.25 MI S FROM POLLOCK.
 BX0666'ABOUT 5.25 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0666'POLLOCK, IN SECTION 31, T 6 N, R 1 E, 86 FEET EAST OF THE CENTER LINE
 BX0666'OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, SET
 BX0666'IN THE CENTER OF THE TOP OF THE NORTH CONCRETE RETAINING WALL OF A
 BX0666'LARGE STEEL CATTLE GUARD, 27 1/2 FEET NORTH-NORTHEAST OF A KISATCHIE
 BX0666'NATIONAL FOREST SIGN, ABOUT LEVEL WITH THE PAVED ROAD, AND ABOUT 1 1/2
 BX0666'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BX0666
 BX0666                          STATION RECOVERY (1985)
 BX0666
 BX0666'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BX0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3108 ***********************************************************************
 BX3108  DESIGNATION -  K 230 RESET
 BX3108  PID         -  BX3108
 BX3108  STATE/COUNTY-  LA/GRANT
 BX3108  USGS QUAD   -  BALL (1993)
 BX3108
 BX3108                         *CURRENT SURVEY CONTROL
 BX3108  ___________________________________________________________________
 BX3108* NAD 83(1986)-  31 27 14.     (N)    092 24 31.     (W)     SCALED    
 BX3108* NAVD 88     -        60.23   (+/-2cm)     197.6    (feet)  VERTCON   
 BX3108  ___________________________________________________________________
 BX3108  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BX3108
 BX3108  VERT ORDER  -  THIRD (See Below)
 BX3108
 BX3108.The horizontal coordinates were scaled from a topographic map and have
 BX3108.an estimated accuracy of +/- 6 seconds.
 BX3108
 BX3108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3108.The vertical order pertains to the NGVD 29 superseded value.
 BX3108
 BX3108.The geoid height was determined by GEOID03.
 BX3108
 BX3108;                    North         East    Units  Estimated Accuracy
 BX3108;SPC LA N     -   105,770.    1,008,690.      MT  (+/- 180 meters Scaled)
 BX3108
 BX3108                          SUPERSEDED SURVEY CONTROL
 BX3108
 BX3108  NGVD 29 (09/18/05)   60.22   (m)          197.6    (f) RESET       3  
 BX3108
 BX3108.Superseded values are not recommended for survey control.
 BX3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3108.See file dsdata.txt to determine how the superseded data were derived.
 BX3108
 BX3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561800(NAD 83)
 BX3108_MARKER: DD = SURVEY DISK
 BX3108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX3108_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BX3108_STAMPING: K 230 RESET 1985
 BX3108_MARK LOGO: LADTD 
 BX3108_PROJECTION: FLUSH
 BX3108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3108_ROD/PIPE-DEPTH: 3.7  meters
 BX3108_SLEEVE-DEPTH  : 0.5 meters
 BX3108
 BX3108  HISTORY     - Date     Condition        Report By
 BX3108  HISTORY     - 1985     MONUMENTED       LADTD
 BX3108
 BX3108                          STATION DESCRIPTION
 BX3108
 BX3108'DESCRIBED BY LA TRANSP AND DEV 1985
 BX3108'8.5 KM (5.30 MI) SOUTH FROM POLLOCK.
 BX3108'FROM THE POST OFFICE IN POLLOCK, GO SOUTH ON US HIGHWAY 165 FOR 8.5 KM
 BX3108'(5.30 MI) TO THE BENCH MARK ON THE LEFT, DUE TO CONSTRUCTION IN THE
 BX3108'AREA A COMPLETE NEW DESCRIPTION WILL BE NEEDED, 16.8 M (55.1 FT)
 BX3108'NORTH OF THE CENTER OF STATE HIGHWAY 3130, 9.4 M (30.8 FT) NORTHWEST
 BX3108'OF A FENCE CORNER, 6.7 M (22.0 FT) WEST OF A POWERPOLE, AND 1.2 M
 BX3108'(3.9 FT) SOUTH OF A POWERPOLE (NUMBER 20). NOTE--ACCESS TO DATUM POINT
 BX3108'IS HAD THROUGH A 5-INCH LOGO CAP.
 BX3108'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 BX3108'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1614 ***********************************************************************
 BW1614  DESIGNATION -  K 231
 BW1614  PID         -  BW1614
 BW1614  STATE/COUNTY-  LA/CATAHOULA
 BW1614  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1614
 BW1614                         *CURRENT SURVEY CONTROL
 BW1614  ___________________________________________________________________
 BW1614* NAD 83(1986)-  31 37 07.     (N)    091 50 09.     (W)     SCALED    
 BW1614* NAVD 88     -        16.60   (+/-2cm)      54.5    (feet)  VERTCON   
 BW1614  ___________________________________________________________________
 BW1614  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1614
 BW1614  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1614
 BW1614.This mark is at Jonesville Airport (LA18)
 BW1614
 BW1614.The horizontal coordinates were scaled from a topographic map and have
 BW1614.an estimated accuracy of +/- 6 seconds.
 BW1614
 BW1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1614.The vertical order pertains to the NGVD 29 superseded value.
 BW1614
 BW1614.The geoid height was determined by GEOID03.
 BW1614
 BW1614;                    North         East    Units  Estimated Accuracy
 BW1614;SPC LA N     -   124,220.    1,063,010.      MT  (+/- 180 meters Scaled)
 BW1614
 BW1614                          SUPERSEDED SURVEY CONTROL
 BW1614
 BW1614  NGVD 29 (??/??/92)   16.595  (m)           54.45   (f) ADJ UNCH    1 2
 BW1614
 BW1614.Superseded values are not recommended for survey control.
 BW1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1614.See file dsdata.txt to determine how the superseded data were derived.
 BW1614
 BW1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ104987(NAD 83)
 BW1614_MARKER: DB = BENCH MARK DISK
 BW1614_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW1614+WITH SETTING: INTO GROUND
 BW1614_STAMPING: K 231 1965
 BW1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1614+STABILITY: SURFACE MOTION
 BW1614
 BW1614  HISTORY     - Date     Condition        Report By
 BW1614  HISTORY     - 1965     MONUMENTED       CGS
 BW1614  HISTORY     - 1966     GOOD             NGS
 BW1614
 BW1614                          STATION DESCRIPTION
 BW1614
 BW1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1614'1.6 MI W FROM JONESVILLE.
 BW1614'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1614'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1614'1.15 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION
 BW1614'37, T 7 N, R 6 E, ABOUT 8 POLES NORTHEAST OF MILEPOST 208, AT THE
 BW1614'JONESVILLE AIRPORT, 346 FEET NORTHWEST OF THE NORTHWEST RAIL, 148 FEET
 BW1614'NORTHWEST OF THE CENTER LINE OF A NORTHEAST-SOUTHWEST PAVED RUNWAY, 90
 BW1614'FEET SOUTHWEST OF AN 18-INCH OAK TREE, 50 FEET SOUTHEAST OF THE SOUTH
 BW1614'CORNER OF A TWO-STORIED HOUSE, 2 FEET SOUTHEAST OF A FENCE, 1.7 FEET
 BW1614'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, ABOUT
 BW1614'5 FEET BELOW THE LEVEL OF THE TRACK, A DISK SET IN THE TOP OF A 5-INCH
 BW1614'CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0147 ***********************************************************************
 AV0147  DESIGNATION -  K 232
 AV0147  PID         -  AV0147
 AV0147  STATE/COUNTY-  LA/VERMILION
 AV0147  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0147
 AV0147                         *CURRENT SURVEY CONTROL
 AV0147  ___________________________________________________________________
 AV0147* NAD 83(1986)-  29 35 11.     (N)    092 06 10.     (W)     SCALED    
 AV0147* NAVD 88     -         1.24   (+/-2cm)       4.1    (feet)  VERTCON   
 AV0147  ___________________________________________________________________
 AV0147  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AV0147
 AV0147  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0147
 AV0147.The horizontal coordinates were scaled from a topographic map and have
 AV0147.an estimated accuracy of +/- 6 seconds.
 AV0147
 AV0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0147.The vertical order pertains to the NGVD 29 superseded value.
 AV0147
 AV0147.The geoid height was determined by GEOID03.
 AV0147
 AV0147;                    North         East    Units  Estimated Accuracy
 AV0147;SPC LA S     -   120,670.      925,460.      MT  (+/- 180 meters Scaled)
 AV0147
 AV0147                          SUPERSEDED SURVEY CONTROL
 AV0147
 AV0147  NGVD 29 (??/??/??)    1.250  (m)            4.10   (f) ADJUSTED    1 2
 AV0147
 AV0147.Superseded values are not recommended for survey control.
 AV0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0147.See file dsdata.txt to determine how the superseded data were derived.
 AV0147
 AV0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN868732(NAD 83)
 AV0147_MARKER: DB = BENCH MARK DISK
 AV0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0147_STAMPING: K 232 1965
 AV0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0147+STABILITY: SURFACE MOTION
 AV0147
 AV0147  HISTORY     - Date     Condition        Report By
 AV0147  HISTORY     - 1965     MONUMENTED       CGS
 AV0147  HISTORY     - 1966     GOOD             CGS
 AV0147  HISTORY     - 1977     MARK NOT FOUND   USGS
 AV0147
 AV0147                          STATION DESCRIPTION
 AV0147
 AV0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0147'6.7 MI E FROM CHENIERE AU TIGRE.
 AV0147'ABOUT 6.7 MILES EAST ALONG THE SHORELINE FROM THE CEMETERY AT CHENIERE
 AV0147'AU TIGRE, IN SECTION 1, T 17 S, R 4 E, AT THE EDGE OF THE MARSH 70
 AV0147'FEET NORTH OF THE HIGH-WATER LINE, 2.5 FEET NORTH OF A WOODEN WITNESS
 AV0147'POST, A DISK SET IN THE TOP OF A 5-INCH CAST IRON PIPE WHICH IS FILLED
 AV0147'WITH CONCRETE AND PROJECTS 16 INCHES.
 AV0147
 AV0147                          STATION RECOVERY (1977)
 AV0147
 AV0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 AV0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0388 ***********************************************************************
 CQ0388  DESIGNATION -  K 234
 CQ0388  PID         -  CQ0388
 CQ0388  STATE/COUNTY-  LA/CALDWELL
 CQ0388  USGS QUAD   -  COLUMBIA (1989)
 CQ0388
 CQ0388                         *CURRENT SURVEY CONTROL
 CQ0388  ___________________________________________________________________
 CQ0388* NAD 83(1986)-  32 06 32.     (N)    092 04 22.     (W)     SCALED    
 CQ0388* NAVD 88     -        24.37   (+/-2cm)      80.0    (feet)  VERTCON   
 CQ0388  ___________________________________________________________________
 CQ0388  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0388
 CQ0388  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0388
 CQ0388.The horizontal coordinates were scaled from a topographic map and have
 CQ0388.an estimated accuracy of +/- 6 seconds.
 CQ0388
 CQ0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0388.The vertical order pertains to the NGVD 29 superseded value.
 CQ0388
 CQ0388.The geoid height was determined by GEOID03.
 CQ0388
 CQ0388;                    North         East    Units  Estimated Accuracy
 CQ0388;SPC LA N     -   178,470.    1,040,320.      MT  (+/- 180 meters Scaled)
 CQ0388
 CQ0388                          SUPERSEDED SURVEY CONTROL
 CQ0388
 CQ0388  NGVD 29 (??/??/??)   24.390  (m)           80.02   (f) ADJUSTED    1 2
 CQ0388
 CQ0388.Superseded values are not recommended for survey control.
 CQ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0388.See file dsdata.txt to determine how the superseded data were derived.
 CQ0388
 CQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR874528(NAD 83)
 CQ0388_MARKER: DB = BENCH MARK DISK
 CQ0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0388_SP_SET: BRIDGE
 CQ0388_STAMPING: K 234 1965
 CQ0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0388+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 CQ0388
 CQ0388  HISTORY     - Date     Condition        Report By
 CQ0388  HISTORY     - 1965     MONUMENTED       CGS
 CQ0388  HISTORY     - 1966     GOOD             CGS
 CQ0388  HISTORY     - 1990     GOOD             USPSQD
 CQ0388  HISTORY     - 1991     GOOD             USPSQD
 CQ0388  HISTORY     - 20041116 GOOD             USPSQD
 CQ0388
 CQ0388                          STATION DESCRIPTION
 CQ0388
 CQ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0388'IN COLUMBIA.
 CQ0388'AT COLUMBIA, IN SECTION 17, T 13 N, R 4 E, SET IN THE CENTER OF THE
 CQ0388'TOP OF THE NORTHEAST CONCRETE WING WALL AT THE NORTHEAST END OF THE
 CQ0388'BRIDGE OVER THE QUACHITA RIVER, 21 FEET SOUTHEAST OF THE CENTER LINE
 CQ0388'OF U.S. HIGHWAY 165, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 CQ0388
 CQ0388                          STATION RECOVERY (1990)
 CQ0388
 CQ0388'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0388'RECOVERED IN GOOD CONDITION.
 CQ0388
 CQ0388                          STATION RECOVERY (1991)
 CQ0388
 CQ0388'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0388'RECOVERED IN GOOD CONDITION.
 CQ0388
 CQ0388                          STATION RECOVERY (2004)
 CQ0388
 CQ0388'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CQ0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2707 ***********************************************************************
 BJ2707  DESIGNATION -  K 235
 BJ2707  PID         -  BJ2707
 BJ2707  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2707  USGS QUAD   -  SIMMESPORT (1969)
 BJ2707
 BJ2707                         *CURRENT SURVEY CONTROL
 BJ2707  ___________________________________________________________________
 BJ2707* NAD 83(1986)-  30 53 17.     (N)    091 47 35.     (W)     SCALED    
 BJ2707* NAVD 88     -        13.18   (+/-2cm)      43.2    (feet)  VERTCON   
 BJ2707  ___________________________________________________________________
 BJ2707  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ2707
 BJ2707  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2707
 BJ2707.The horizontal coordinates were scaled from a topographic map and have
 BJ2707.an estimated accuracy of +/- 6 seconds.
 BJ2707
 BJ2707.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2707.The vertical order pertains to the NGVD 29 superseded value.
 BJ2707
 BJ2707.The geoid height was determined by GEOID03.
 BJ2707
 BJ2707;                    North         East    Units  Estimated Accuracy
 BJ2707;SPC LA S     -   264,800.      956,040.      MT  (+/- 180 meters Scaled)
 BJ2707
 BJ2707                          SUPERSEDED SURVEY CONTROL
 BJ2707
 BJ2707  NGVD 29 (??/??/??)   13.167  (m)           43.20   (f) ADJUSTED    1 2
 BJ2707
 BJ2707.Superseded values are not recommended for survey control.
 BJ2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2707.See file dsdata.txt to determine how the superseded data were derived.
 BJ2707
 BJ2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ153178(NAD 83)
 BJ2707_MARKER: DB = BENCH MARK DISK
 BJ2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2707_STAMPING: K 235 1966
 BJ2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2707+STABILITY: SURFACE MOTION
 BJ2707
 BJ2707  HISTORY     - Date     Condition        Report By
 BJ2707  HISTORY     - 1966     MONUMENTED       CGS
 BJ2707
 BJ2707                          STATION DESCRIPTION
 BJ2707
 BJ2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2707'7.1 MI S FROM SIMMESPORT.
 BJ2707'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2707'SIMMESPORT, THENCE 6.3 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ2707'13, T 2 S, R 7 E, 90 FEET EAST OF THE CENTER LINE OF THE ROAD, 84 FEET
 BJ2707'WEST OF THE SOUTHWEST CORNER OF A LARGE OLD HOUSE, 57 FEET SOUTHEAST
 BJ2707'OF A 16-INCH GUM TREE, 39 FEET WEST OF A YARD FENCE, 25 FEET NORTH OF
 BJ2707'A SMALL SHED, 1 FOOT NORTH OF A BOARD FENCE, ABOUT 4 FEET BELOW THE
 BJ2707'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BJ2707'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1541 ***********************************************************************
 BW1541  DESIGNATION -  K 236
 BW1541  PID         -  BW1541
 BW1541  STATE/COUNTY-  LA/CATAHOULA
 BW1541  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1541
 BW1541                         *CURRENT SURVEY CONTROL
 BW1541  ___________________________________________________________________
 BW1541* NAD 83(1986)-  31 37 28.     (N)    091 48 50.     (W)     SCALED    
 BW1541* NAVD 88     -        21.59   (+/-2cm)      70.8    (feet)  VERTCON   
 BW1541  ___________________________________________________________________
 BW1541  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1541
 BW1541  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1541
 BW1541.The horizontal coordinates were scaled from a topographic map and have
 BW1541.an estimated accuracy of +/- 6 seconds.
 BW1541
 BW1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1541.The vertical order pertains to the NGVD 29 superseded value.
 BW1541
 BW1541.The geoid height was determined by GEOID03.
 BW1541
 BW1541;                    North         East    Units  Estimated Accuracy
 BW1541;SPC LA N     -   124,880.    1,065,090.      MT  (+/- 180 meters Scaled)
 BW1541
 BW1541                          SUPERSEDED SURVEY CONTROL
 BW1541
 BW1541  NGVD 29 (??/??/92)   21.587  (m)           70.82   (f) ADJ UNCH    1 2
 BW1541
 BW1541.Superseded values are not recommended for survey control.
 BW1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1541.See file dsdata.txt to determine how the superseded data were derived.
 BW1541
 BW1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ124994(NAD 83)
 BW1541_MARKER: DB = BENCH MARK DISK
 BW1541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1541_SP_SET: BRIDGE
 BW1541_STAMPING: K 236 1966
 BW1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1541
 BW1541  HISTORY     - Date     Condition        Report By
 BW1541  HISTORY     - 1966     MONUMENTED       CGS
 BW1541  HISTORY     - 1966     GOOD             NGS
 BW1541
 BW1541                          STATION DESCRIPTION
 BW1541
 BW1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1541'IN JONESVILLE.
 BW1541'AT JONESVILLE, IN SECTION 36, T 8 N, R 6 E, SET IN THE TOP OF THE
 BW1541'NORTH END OF A CONCRETE LEDGE AT THE WEST CONCRETE ABUTMENT OF THE
 BW1541'U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER, 91 FEET WEST OF THE
 BW1541'CENTER LINE OF FRONT STREET, 16 1/2 FEET NORTH OF THE CENTER LINE OF
 BW1541'THE HIGHWAY, ABOUT 20 FEET ABOVE THE LEVEL OF THE STREET, AND ABOUT 3
 BW1541'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0900 ***********************************************************************
 BX0900  DESIGNATION -  K 237
 BX0900  PID         -  BX0900
 BX0900  STATE/COUNTY-  LA/RAPIDES
 BX0900  USGS QUAD   -  LATANIER (1993)
 BX0900
 BX0900                         *CURRENT SURVEY CONTROL
 BX0900  ___________________________________________________________________
 BX0900* NAD 83(1986)-  31 14 47.     (N)    092 22 25.     (W)     SCALED    
 BX0900* NAVD 88     -        22.268  (meters)      73.06   (feet)  ADJUSTED  
 BX0900  ___________________________________________________________________
 BX0900  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BX0900  DYNAMIC HT  -          22.241 (meters)      72.97  (feet)  COMP
 BX0900  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 BX0900
 BX0900  VERT ORDER  -  FIRST     CLASS I
 BX0900
 BX0900.The horizontal coordinates were scaled from a topographic map and have
 BX0900.an estimated accuracy of +/- 6 seconds.
 BX0900
 BX0900.The orthometric height was determined by differential leveling
 BX0900.and adjusted by the National Geodetic Survey in February 1994..
 BX0900
 BX0900.The geoid height was determined by GEOID03.
 BX0900
 BX0900.The dynamic height is computed by dividing the NAVD 88
 BX0900.geopotential number by the normal gravity value computed on the
 BX0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0900.degrees latitude (g = 980.6199 gals.).
 BX0900
 BX0900.The modeled gravity was interpolated from observed gravity values.
 BX0900
 BX0900;                    North         East    Units  Estimated Accuracy
 BX0900;SPC LA N     -    82,760.    1,012,040.      MT  (+/- 180 meters Scaled)
 BX0900
 BX0900                          SUPERSEDED SURVEY CONTROL
 BX0900
 BX0900  NAVD 88 (06/15/91)   22.269  (m)           73.06   (f) UNKNOWN     1 1
 BX0900  NGVD 29 (??/??/??)   22.252  (m)           73.01   (f) ADJUSTED    1 1
 BX0900
 BX0900.Superseded values are not recommended for survey control.
 BX0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0900.See file dsdata.txt to determine how the superseded data were derived.
 BX0900
 BX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ596570(NAD 83)
 BX0900_MARKER: DB = BENCH MARK DISK
 BX0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0900_STAMPING: K 237 1966
 BX0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0900+STABILITY: SURFACE MOTION
 BX0900
 BX0900  HISTORY     - Date     Condition        Report By
 BX0900  HISTORY     - 1966     MONUMENTED       CGS
 BX0900  HISTORY     - 1977     GOOD             NGS
 BX0900
 BX0900                          STATION DESCRIPTION
 BX0900
 BX0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0900'6.5 MI SE FROM ALEXANDRIA.
 BX0900'ABOUT 5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BX0900'ALEXANDRIA, THENCE 1.05 MILES SOUTHEAST ALONG A PAVED ROAD, IN SECTION
 BX0900'13, T 3 N, R 1 E, ABOUT 117 YARDS FROM A POINT WHERE A POWER LINE
 BX0900'CROSSES OVER THE ROAD, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX0900'ROAD, 103 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A DRIVEWAY
 BX0900'LEADING TO A FARMHOUSE BELONGING TO VANCE V. HATHORN, 41 FEET
 BX0900'NORTHWEST OF THE CENTER LINE OF A FIELD ROAD AND THE CENTER OF A GATE,
 BX0900'2 FEET NORTHEAST OF A FENCE LINE, 2.0 FEET EAST OF A METAL WITNESS
 BX0900'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BX0900'PROJECTING 8 INCHES.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 BX0900'GOING ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE
 BX0900'INTERSECTION OF STATE ROAD 457 AT LATANIER, THENCE 1.9 MILES NORTH
 BX0900'ALONG A PAVED ROAD.
 BX0900
 BX0900                          STATION RECOVERY (1977)
 BX0900
 BX0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0859 ***********************************************************************
 BX0859  DESIGNATION -  K 238
 BX0859  PID         -  BX0859
 BX0859  STATE/COUNTY-  LA/AVOYELLES
 BX0859  USGS QUAD   -  BELLE D'EAU (1983)
 BX0859
 BX0859                         *CURRENT SURVEY CONTROL
 BX0859  ___________________________________________________________________
 BX0859* NAD 83(1986)-  31 07 26.     (N)    092 11 46.     (W)     SCALED    
 BX0859* NAVD 88     -        19.043  (meters)      62.48   (feet)  ADJUSTED  
 BX0859  ___________________________________________________________________
 BX0859  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX0859  DYNAMIC HT  -          19.019 (meters)      62.40  (feet)  COMP
 BX0859  MODELED GRAV-     979,391.0   (mgal)                       NAVD 88
 BX0859
 BX0859  VERT ORDER  -  FIRST     CLASS I
 BX0859
 BX0859.The horizontal coordinates were scaled from a topographic map and have
 BX0859.an estimated accuracy of +/- 6 seconds.
 BX0859
 BX0859.The orthometric height was determined by differential leveling
 BX0859.and adjusted by the National Geodetic Survey in February 1994..
 BX0859
 BX0859.The geoid height was determined by GEOID03.
 BX0859
 BX0859.The dynamic height is computed by dividing the NAVD 88
 BX0859.geopotential number by the normal gravity value computed on the
 BX0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0859.degrees latitude (g = 980.6199 gals.).
 BX0859
 BX0859.The modeled gravity was interpolated from observed gravity values.
 BX0859
 BX0859;                    North         East    Units  Estimated Accuracy
 BX0859;SPC LA N     -    69,220.    1,028,990.      MT  (+/- 180 meters Scaled)
 BX0859
 BX0859                          SUPERSEDED SURVEY CONTROL
 BX0859
 BX0859  NAVD 88 (06/15/91)   19.048  (m)           62.49   (f) UNKNOWN     1 1
 BX0859  NGVD 29 (??/??/??)   19.014  (m)           62.38   (f) ADJUSTED    1 1
 BX0859
 BX0859.Superseded values are not recommended for survey control.
 BX0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0859.See file dsdata.txt to determine how the superseded data were derived.
 BX0859
 BX0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ766436(NAD 83)
 BX0859_MARKER: DB = BENCH MARK DISK
 BX0859_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0859_SP_SET: 20 FEET
 BX0859_STAMPING: K 238 1966
 BX0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0859
 BX0859  HISTORY     - Date     Condition        Report By
 BX0859  HISTORY     - 1966     MONUMENTED       CGS
 BX0859  HISTORY     - 1977     GOOD             NGS
 BX0859
 BX0859                          STATION DESCRIPTION
 BX0859
 BX0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0859'3.1 MI NE FROM ECHO.
 BX0859'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0859'ECHO, THENCE 1.0 MILE NORTHEAST ALONG A PAVED ROAD, IN SECTION 29, T 2
 BX0859'N, R 3 E, 51 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 132
 BX0859'FEET SOUTHEAST OF THE CENTER LINE OF A LEVEE, 115 FEET NORTH OF AND
 BX0859'ACROSS THE ROAD FROM POWER POLE NUMBER 4 WHICH BEARS A TRANSFORMER, 11
 BX0859'1/2 FEET NORTHWEST OF A 36-INCH SYCAMORE TREE, 2 FEET SOUTH OF A
 BX0859'FENCE, 1.0 FOOT EAST OF METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 BX0859'LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BX0859'THAT IS DRIVEN TO A DEPTH OF 20 FEET AND IS ENCASED IN A 5-INCH CAST
 BX0859'IRON PIPE WHICH PROJECTS 6 INCHES.
 BX0859
 BX0859                          STATION RECOVERY (1977)
 BX0859
 BX0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1071 ***********************************************************************
 CP1071  DESIGNATION -  K 24
 CP1071  PID         -  CP1071
 CP1071  STATE/COUNTY-  LA/WEST CARROLL
 CP1071  USGS QUAD   -  OAK GROVE (1988)
 CP1071
 CP1071                         *CURRENT SURVEY CONTROL
 CP1071  ___________________________________________________________________
 CP1071* NAD 83(1986)-  32 51 38.     (N)    091 23 42.     (W)     SCALED    
 CP1071* NAVD 88     -        37.615  (meters)     123.41   (feet)  ADJUSTED  
 CP1071  ___________________________________________________________________
 CP1071  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1071  DYNAMIC HT  -          37.574 (meters)     123.27  (feet)  COMP
 CP1071  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 CP1071
 CP1071  VERT ORDER  -  SECOND    CLASS 0
 CP1071
 CP1071.The horizontal coordinates were scaled from a topographic map and have
 CP1071.an estimated accuracy of +/- 6 seconds.
 CP1071
 CP1071.The orthometric height was determined by differential leveling
 CP1071.and adjusted by the National Geodetic Survey in June 1991..
 CP1071
 CP1071.The geoid height was determined by GEOID03.
 CP1071
 CP1071.The dynamic height is computed by dividing the NAVD 88
 CP1071.geopotential number by the normal gravity value computed on the
 CP1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1071.degrees latitude (g = 980.6199 gals.).
 CP1071
 CP1071.The modeled gravity was interpolated from observed gravity values.
 CP1071
 CP1071;                    North         East    Units  Estimated Accuracy
 CP1071;SPC LA N     -   262,270.    1,103,430.      MT  (+/- 180 meters Scaled)
 CP1071
 CP1071                          SUPERSEDED SURVEY CONTROL
 CP1071
 CP1071  NGVD 29 (??/??/92)   37.673  (m)          123.60   (f) ADJ UNCH    2 0
 CP1071
 CP1071.Superseded values are not recommended for survey control.
 CP1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1071.See file dsdata.txt to determine how the superseded data were derived.
 CP1071
 CP1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS501369(NAD 83)
 CP1071_MARKER: DB = BENCH MARK DISK
 CP1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1071_SP_SET: BUILDING
 CP1071_STAMPING: K-24 1935
 CP1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1071
 CP1071  HISTORY     - Date     Condition        Report By
 CP1071  HISTORY     - 1935     MONUMENTED       CGS
 CP1071
 CP1071                          STATION DESCRIPTION
 CP1071
 CP1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1071'IN OAK GROVE.
 CP1071'BRONZE TABLET SET VERTICALLY IN NORTH BRICK WALL OF OAK GROVE HIGH
 CP1071'SCHOOL.  78.7 FEET SOUTHEAST OF FLAG POLE.  57.4 FEET WEST OF
 CP1071'NORTHEAST CORNER OF BUILDING.  25.8 FEET EAST OF CENTERLINE OF NORTH
 CP1071'MAIN ENTRANCE.  4.1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0427 ***********************************************************************
 CQ0427  DESIGNATION -  K 241
 CQ0427  PID         -  CQ0427
 CQ0427  STATE/COUNTY-  LA/CALDWELL
 CQ0427  USGS QUAD   -  RIVERTON (1989)
 CQ0427
 CQ0427                         *CURRENT SURVEY CONTROL
 CQ0427  ___________________________________________________________________
 CQ0427* NAD 83(1986)-  32 12 45.     (N)    092 06 46.     (W)     SCALED    
 CQ0427* NAVD 88     -        19.96   (+/-2cm)      65.5    (feet)  VERTCON   
 CQ0427  ___________________________________________________________________
 CQ0427  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0427
 CQ0427  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0427
 CQ0427.The horizontal coordinates were scaled from a topographic map and have
 CQ0427.an estimated accuracy of +/- 6 seconds.
 CQ0427
 CQ0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0427.The vertical order pertains to the NGVD 29 superseded value.
 CQ0427
 CQ0427.The geoid height was determined by GEOID03.
 CQ0427
 CQ0427;                    North         East    Units  Estimated Accuracy
 CQ0427;SPC LA N     -   189,940.    1,036,500.      MT  (+/- 180 meters Scaled)
 CQ0427
 CQ0427                          SUPERSEDED SURVEY CONTROL
 CQ0427
 CQ0427  NGVD 29 (??/??/??)   19.989  (m)           65.58   (f) ADJUSTED    1 2
 CQ0427
 CQ0427.Superseded values are not recommended for survey control.
 CQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0427.See file dsdata.txt to determine how the superseded data were derived.
 CQ0427
 CQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR836643(NAD 83)
 CQ0427_MARKER: DB = BENCH MARK DISK
 CQ0427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0427_SP_SET: 101 FEET
 CQ0427_STAMPING: K 241 1966
 CQ0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0427
 CQ0427  HISTORY     - Date     Condition        Report By
 CQ0427  HISTORY     - 1966     MONUMENTED       CGS
 CQ0427  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ0427
 CQ0427                          STATION DESCRIPTION
 CQ0427
 CQ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0427'5.8 MI S FROM BOSCO.
 CQ0427'ABOUT 5.8 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0427'BOSCO, OR ABOUT 8.9 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE
 CQ0427'SOUTHWEST END OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN
 CQ0427'SECTION 12, T 14 N, R 3 E, ABOUT 0.9 MILE SOUTH OF A COMMUNITY SIGN AT
 CQ0427'COREY, ABOUT 106 YARDS SOUTHEAST AND ACROSS THE HIGHWAY FROM THE COREY
 CQ0427'COMMUNITY STORE AND CONOCO SERVICE STATION, ABOUT 95 YARDS EAST AND
 CQ0427'ACROSS THE HIGHWAY FROM A COTTON GIN, 117 FEET EAST OF THE CENTER LINE
 CQ0427'OF THE HIGHWAY, 61 FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 CQ0427'RAILROAD, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ0427'HIGHWAY, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP
 CQ0427'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 101 FEET
 CQ0427'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES.
 CQ0427
 CQ0427                          STATION RECOVERY (1985)
 CQ0427
 CQ0427'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2404 ***********************************************************************
 CQ2404  DESIGNATION -  K 242
 CQ2404  PID         -  CQ2404
 CQ2404  STATE/COUNTY-  LA/OUACHITA
 CQ2404  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2404
 CQ2404                         *CURRENT SURVEY CONTROL
 CQ2404  ___________________________________________________________________
 CQ2404* NAD 83(1986)-  32 29 57.     (N)    092 02 25.     (W)     SCALED    
 CQ2404* NAVD 88     -        22.263  (meters)      73.04   (feet)  ADJUSTED  
 CQ2404  ___________________________________________________________________
 CQ2404  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2404  DYNAMIC HT  -          22.239 (meters)      72.96  (feet)  COMP
 CQ2404  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CQ2404
 CQ2404  VERT ORDER  -  FIRST     CLASS I
 CQ2404
 CQ2404.The horizontal coordinates were scaled from a topographic map and have
 CQ2404.an estimated accuracy of +/- 6 seconds.
 CQ2404
 CQ2404.The orthometric height was determined by differential leveling
 CQ2404.and adjusted by the National Geodetic Survey in June 1991..
 CQ2404
 CQ2404.The geoid height was determined by GEOID03.
 CQ2404
 CQ2404.The dynamic height is computed by dividing the NAVD 88
 CQ2404.geopotential number by the normal gravity value computed on the
 CQ2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2404.degrees latitude (g = 980.6199 gals.).
 CQ2404
 CQ2404.The modeled gravity was interpolated from observed gravity values.
 CQ2404
 CQ2404;                    North         East    Units  Estimated Accuracy
 CQ2404;SPC LA N     -   221,750.    1,043,200.      MT  (+/- 180 meters Scaled)
 CQ2404
 CQ2404                          SUPERSEDED SURVEY CONTROL
 CQ2404
 CQ2404  NGVD 29 (??/??/??)   22.306  (m)           73.18   (f) ADJUSTED    1 1
 CQ2404
 CQ2404.Superseded values are not recommended for survey control.
 CQ2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2404.See file dsdata.txt to determine how the superseded data were derived.
 CQ2404
 CQ2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR901961(NAD 83)
 CQ2404_MARKER: DB = BENCH MARK DISK
 CQ2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2404_STAMPING: K 242 1966
 CQ2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2404+STABILITY: SURFACE MOTION
 CQ2404
 CQ2404  HISTORY     - Date     Condition        Report By
 CQ2404  HISTORY     - 1966     MONUMENTED       CGS
 CQ2404  HISTORY     - 1969     GOOD             CGS
 CQ2404
 CQ2404                          STATION DESCRIPTION
 CQ2404
 CQ2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2404'3.9 MI E FROM MONROE.
 CQ2404'3.9 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2404'STATION AT MONROE, IN SECTION 34, T 18 N, R 4 E, 19 FEET SOUTH OF THE
 CQ2404'SOUTH RAIL, 80 FEET NORTH OF THE CENTERLINE OF MILL HAVEN ROAD, 39
 CQ2404'FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD WHICH CROSSES THE
 CQ2404'TRACK, 1.0 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF
 CQ2404'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1865 ***********************************************************************
 CP1865  DESIGNATION -  K 243
 CP1865  PID         -  CP1865
 CP1865  STATE/COUNTY-  LA/FRANKLIN
 CP1865  USGS QUAD   -  MASON (1983)
 CP1865
 CP1865                         *CURRENT SURVEY CONTROL
 CP1865  ___________________________________________________________________
 CP1865* NAD 83(1986)-  32 04 14.     (N)    091 55 37.     (W)     SCALED    
 CP1865* NAVD 88     -        21.34   (+/-2cm)      70.0    (feet)  VERTCON   
 CP1865  ___________________________________________________________________
 CP1865  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP1865
 CP1865  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1865
 CP1865.The horizontal coordinates were scaled from a topographic map and have
 CP1865.an estimated accuracy of +/- 6 seconds.
 CP1865
 CP1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1865.The vertical order pertains to the NGVD 29 superseded value.
 CP1865
 CP1865.The geoid height was determined by GEOID03.
 CP1865
 CP1865;                    North         East    Units  Estimated Accuracy
 CP1865;SPC LA N     -   174,280.    1,054,100.      MT  (+/- 180 meters Scaled)
 CP1865
 CP1865                          SUPERSEDED SURVEY CONTROL
 CP1865
 CP1865  NGVD 29 (??/??/92)   21.365  (m)           70.09   (f) ADJ UNCH    1 2
 CP1865
 CP1865.Superseded values are not recommended for survey control.
 CP1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1865.See file dsdata.txt to determine how the superseded data were derived.
 CP1865
 CP1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR012487(NAD 83)
 CP1865_MARKER: DB = BENCH MARK DISK
 CP1865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1865_SP_SET: BRIDGE
 CP1865_STAMPING: K 243 1966
 CP1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1865
 CP1865  HISTORY     - Date     Condition        Report By
 CP1865  HISTORY     - 1966     MONUMENTED       CGS
 CP1865
 CP1865                          STATION DESCRIPTION
 CP1865
 CP1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1865'6.85 MI W FROM FT NECESSITY.
 CP1865'ABOUT 6.85 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CP1865'FT. NECESSITY, IN SECTION 35, T 13 N, R 5 E, 16 FEET SOUTHWEST OF THE
 CP1865'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE
 CP1865'SOUTHWEST CONCRETE WINGWALL AT THE SOUTHEAST END OF THE BRIDGE OVER
 CP1865'THE BOEUF RIVER, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2018 ***********************************************************************
 CP2018  DESIGNATION -  K 244
 CP2018  PID         -  CP2018
 CP2018  STATE/COUNTY-  LA/FRANKLIN
 CP2018  USGS QUAD   -  CROWVILLE (1983)
 CP2018
 CP2018                         *CURRENT SURVEY CONTROL
 CP2018  ___________________________________________________________________
 CP2018* NAD 83(1986)-  32 14 26.     (N)    091 35 24.     (W)     SCALED    
 CP2018* NAVD 88     -        27.89   (+/-2cm)      91.5    (feet)  VERTCON   
 CP2018  ___________________________________________________________________
 CP2018  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2018
 CP2018  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2018
 CP2018.The horizontal coordinates were scaled from a topographic map and have
 CP2018.an estimated accuracy of +/- 6 seconds.
 CP2018
 CP2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2018.The vertical order pertains to the NGVD 29 superseded value.
 CP2018
 CP2018.The geoid height was determined by GEOID03.
 CP2018
 CP2018;                    North         East    Units  Estimated Accuracy
 CP2018;SPC LA N     -   193,350.    1,085,760.      MT  (+/- 180 meters Scaled)
 CP2018
 CP2018                          SUPERSEDED SURVEY CONTROL
 CP2018
 CP2018  NGVD 29 (??/??/92)   27.912  (m)           91.57   (f) ADJ UNCH    1 2
 CP2018
 CP2018.Superseded values are not recommended for survey control.
 CP2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2018.See file dsdata.txt to determine how the superseded data were derived.
 CP2018
 CP2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR328679(NAD 83)
 CP2018_MARKER: DB = BENCH MARK DISK
 CP2018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2018_SP_SET: BASE
 CP2018_STAMPING: K 244 1966
 CP2018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2018
 CP2018  HISTORY     - Date     Condition        Report By
 CP2018  HISTORY     - 1966     MONUMENTED       CGS
 CP2018  HISTORY     - 1970     GOOD             LADTD
 CP2018
 CP2018                          STATION DESCRIPTION
 CP2018
 CP2018'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2018'IN CROWVILLE.
 CP2018'AT CROWVILLE 7 1/2 FEET EAST OF THE POST OFFICE BUILDING.  40 FOOT
 CP2018'NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 17.  SET IN TOP OF
 CP2018'THE SOUTHEAST EDGE OF THE CONCRETE BASE OF A FLAG POLE AND ABOUT 1
 CP2018'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1733 ***********************************************************************
 CP1733  DESIGNATION -  K 245
 CP1733  PID         -  CP1733
 CP1733  STATE/COUNTY-  LA/RICHLAND
 CP1733  USGS QUAD   -  DUNN (1987)
 CP1733
 CP1733                         *CURRENT SURVEY CONTROL
 CP1733  ___________________________________________________________________
 CP1733* NAD 83(1986)-  32 27 51.     (N)    091 35 17.     (W)     SCALED    
 CP1733* NAVD 88     -        24.901  (meters)      81.70   (feet)  ADJUSTED  
 CP1733  ___________________________________________________________________
 CP1733  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP1733  DYNAMIC HT  -          24.873 (meters)      81.60  (feet)  COMP
 CP1733  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CP1733
 CP1733  VERT ORDER  -  FIRST     CLASS I
 CP1733
 CP1733.The horizontal coordinates were scaled from a topographic map and have
 CP1733.an estimated accuracy of +/- 6 seconds.
 CP1733
 CP1733.The orthometric height was determined by differential leveling
 CP1733.and adjusted by the National Geodetic Survey in June 1991..
 CP1733
 CP1733.The geoid height was determined by GEOID03.
 CP1733
 CP1733.The dynamic height is computed by dividing the NAVD 88
 CP1733.geopotential number by the normal gravity value computed on the
 CP1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1733.degrees latitude (g = 980.6199 gals.).
 CP1733
 CP1733.The modeled gravity was interpolated from observed gravity values.
 CP1733
 CP1733;                    North         East    Units  Estimated Accuracy
 CP1733;SPC LA N     -   218,140.    1,085,730.      MT  (+/- 180 meters Scaled)
 CP1733
 CP1733                          SUPERSEDED SURVEY CONTROL
 CP1733
 CP1733  NGVD 29 (??/??/??)   24.923  (m)           81.77   (f) ADJUSTED    1 1
 CP1733
 CP1733.Superseded values are not recommended for survey control.
 CP1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1733.See file dsdata.txt to determine how the superseded data were derived.
 CP1733
 CP1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR326927(NAD 83)
 CP1733_MARKER: DB = BENCH MARK DISK
 CP1733_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1733_SP_SET: 63 FT
 CP1733_STAMPING: K 245 1966
 CP1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1733
 CP1733  HISTORY     - Date     Condition        Report By
 CP1733  HISTORY     - 1966     MONUMENTED       CGS
 CP1733  HISTORY     - 1976     GOOD             LADTD
 CP1733
 CP1733                          STATION DESCRIPTION
 CP1733
 CP1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1733'5.6 MI W FROM DELHI.
 CP1733'5.6 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1733'DELHI, IN SECTION 7, T 17 N, R 9 E, ABOUT 1 1/2 POLES EAST OF MILEPOST
 CP1733'41, 43 FEET NORTH OF THE NORTH RAIL, 56 FEET SOUTH OF THE CENTER LINE
 CP1733'OF U.S. HIGHWAY 80, 2 FEET EAST OF A TELEGRAPH POLE, 1.2 FEET SOUTH OF
 CP1733'A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, ABOUT
 CP1733'2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 CP1733'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 63 FEET AND IS ENCASED
 CP1733'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES.
 CP1733
 CP1733                          STATION RECOVERY (1976)
 CP1733
 CP1733'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CP1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1417 ***********************************************************************
 BW1417  DESIGNATION -  K 246
 BW1417  PID         -  BW1417
 BW1417  STATE/COUNTY-  LA/FRANKLIN
 BW1417  USGS QUAD   -  WISNER (1983)
 BW1417
 BW1417                         *CURRENT SURVEY CONTROL
 BW1417  ___________________________________________________________________
 BW1417* NAD 83(1986)-  31 58 49.     (N)    091 39 38.     (W)     SCALED    
 BW1417* NAVD 88     -        22.59   (+/-2cm)      74.1    (feet)  VERTCON   
 BW1417  ___________________________________________________________________
 BW1417  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1417
 BW1417  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1417
 BW1417.The horizontal coordinates were scaled from a topographic map and have
 BW1417.an estimated accuracy of +/- 6 seconds.
 BW1417
 BW1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1417.The vertical order pertains to the NGVD 29 superseded value.
 BW1417
 BW1417.The geoid height was determined by GEOID03.
 BW1417
 BW1417;                    North         East    Units  Estimated Accuracy
 BW1417;SPC LA N     -   164,430.    1,079,330.      MT  (+/- 180 meters Scaled)
 BW1417
 BW1417                          SUPERSEDED SURVEY CONTROL
 BW1417
 BW1417  NGVD 29 (??/??/92)   22.606  (m)           74.17   (f) ADJ UNCH    1 2
 BW1417
 BW1417.Superseded values are not recommended for survey control.
 BW1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1417.See file dsdata.txt to determine how the superseded data were derived.
 BW1417
 BW1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR265390(NAD 83)
 BW1417_MARKER: DB = BENCH MARK DISK
 BW1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1417_SP_SET: CULVERT
 BW1417_STAMPING: K246 1966
 BW1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1417
 BW1417  HISTORY     - Date     Condition        Report By
 BW1417  HISTORY     - 1966     MONUMENTED       CGS
 BW1417  HISTORY     - 1969     GOOD             LADTD
 BW1417  HISTORY     - 1982     GOOD             LADTD
 BW1417  HISTORY     - 19870630 GOOD             USPSQD
 BW1417
 BW1417                          STATION DESCRIPTION
 BW1417
 BW1417'DESCRIBED BY LA TRANSP AND DEV 1969
 BW1417'0.35 MI W FROM WISNER.
 BW1417'ABOUT 0.35 MILE WEST ALONG LOUISIANA HIGHWAY 562 FROM THE POST OFFICE
 BW1417'IN WISNER.  THENCE 0.05 MILE NORTHEAST ALONG HOPE STREET TO THE
 BW1417'INTERSECTION OF LOUISIANA HIGHWAY 562.  THENCE WEST 0.30 MILE ALONG
 BW1417'LOUISIANA HIGHWAY 562 TO MARK.  IT IS 14.0 FEET NORTH OF THE
 BW1417'CENTERLINE OF LOUISIANA HIGHWAY 562, 223 FEET EAST OF THE EAST CORNER
 BW1417'OF THE CHURCH OF GOD.  SET IN TOP OF THE SOUTHWEST END OF THE
 BW1417'NORTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT, ABOUT LEVEL WITH
 BW1417'THE HIGHWAY.
 BW1417
 BW1417                          STATION RECOVERY (1982)
 BW1417
 BW1417'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BW1417'ABOUT 0.6 KM (0.35 MI) WEST ALONG LA. HIGHWAY 562 FROM THE POST
 BW1417'OFFICE IN WISNER, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG HOPE STREET
 BW1417'TO THE INTERSECTION OF LA HIGHWAY 562, THENCE WEST 0.5 KM (0.30 MI)
 BW1417'ALONG LA. HIGHWAY 562 TO MARK. IT IS 4.3 METERS (14.0 FT) NORTH OF
 BW1417'THE CENTERLINE OF LA. HIGHWAY 562, 68.0 METERS (223.0 FT) EAST OF THE
 BW1417'EAST CORNER OF THE CHURCH OF GOD, SET IN THE TOP OF THE SOUTHWEST END
 BW1417'OF THE NORTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT.
 BW1417
 BW1417                          STATION RECOVERY (1987)
 BW1417
 BW1417'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEG)
 BW1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1835 ***********************************************************************
 CP1835  DESIGNATION -  K 247
 CP1835  PID         -  CP1835
 CP1835  STATE/COUNTY-  LA/FRANKLIN
 CP1835  USGS QUAD   -  GILBERT (1983)
 CP1835
 CP1835                         *CURRENT SURVEY CONTROL
 CP1835  ___________________________________________________________________
 CP1835* NAD 83(1986)-  32 07 22.     (N)    091 42 19.     (W)     SCALED    
 CP1835* NAVD 88     -        21.57   (+/-2cm)      70.8    (feet)  VERTCON   
 CP1835  ___________________________________________________________________
 CP1835  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP1835
 CP1835  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1835
 CP1835.The horizontal coordinates were scaled from a topographic map and have
 CP1835.an estimated accuracy of +/- 6 seconds.
 CP1835
 CP1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1835.The vertical order pertains to the NGVD 29 superseded value.
 CP1835
 CP1835.The geoid height was determined by GEOID03.
 CP1835
 CP1835;                    North         East    Units  Estimated Accuracy
 CP1835;SPC LA N     -   180,200.    1,074,990.      MT  (+/- 180 meters Scaled)
 CP1835
 CP1835                          SUPERSEDED SURVEY CONTROL
 CP1835
 CP1835  NGVD 29 (??/??/92)   21.585  (m)           70.82   (f) ADJ UNCH    1 2
 CP1835
 CP1835.Superseded values are not recommended for survey control.
 CP1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1835.See file dsdata.txt to determine how the superseded data were derived.
 CP1835
 CP1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR221547(NAD 83)
 CP1835_MARKER: DB = BENCH MARK DISK
 CP1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1835_STAMPING: K 247 1966
 CP1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1835+STABILITY: SURFACE MOTION
 CP1835
 CP1835  HISTORY     - Date     Condition        Report By
 CP1835  HISTORY     - 1966     MONUMENTED       CGS
 CP1835  HISTORY     - 1975     GOOD
 CP1835  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP1835
 CP1835                          STATION DESCRIPTION
 CP1835
 CP1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1835'3.9 MI S FROM WINNSBORO.
 CP1835'0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT WINNSBORO,
 CP1835'THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE 3.4 MILES
 CP1835'SOUTH ALONG STATE HIGHWAY 15, IN SECTION 12, T 13 N, R 7 E, NEAR POLE
 CP1835'NUMBER 603-20, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET
 CP1835'WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 147 FEET
 CP1835'NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE MORE
 CP1835'NORTHERLY OF 2 CONCRETE BLOCK HOUSES, 3 1/2 FEET EAST OF TELEPHONE
 CP1835'POLE NUMBER 1347, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CP1835'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CP1835'PROJECTING 8 INCHES.
 CP1835
 CP1835                          STATION RECOVERY (1975)
 CP1835
 CP1835'RECOVERED 1975
 CP1835'RECOVERED IN GOOD CONDITION.
 CP1835
 CP1835                          STATION RECOVERY (2005)
 CP1835
 CP1835'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1835'A NEW HIGHWAY HAS REMOVED ALL OF THE ABOVE DESCRIBED ITEMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2241 ***********************************************************************
 CP2241  DESIGNATION -  K 25
 CP2241  PID         -  CP2241
 CP2241  STATE/COUNTY-  LA/MOREHOUSE
 CP2241  USGS QUAD   -  BEEKMAN (1988)
 CP2241
 CP2241                         *CURRENT SURVEY CONTROL
 CP2241  ___________________________________________________________________
 CP2241* NAD 83(1986)-  32 57 35.     (N)    091 54 51.     (W)     SCALED    
 CP2241* NAVD 88     -        42.373  (meters)     139.02   (feet)  ADJUSTED  
 CP2241  ___________________________________________________________________
 CP2241  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP2241  DYNAMIC HT  -          42.327 (meters)     138.87  (feet)  COMP
 CP2241  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 CP2241
 CP2241  VERT ORDER  -  SECOND    CLASS 0
 CP2241
 CP2241.The horizontal coordinates were scaled from a topographic map and have
 CP2241.an estimated accuracy of +/- 6 seconds.
 CP2241
 CP2241.The orthometric height was determined by differential leveling
 CP2241.and adjusted by the National Geodetic Survey in June 1991..
 CP2241
 CP2241.The geoid height was determined by GEOID03.
 CP2241
 CP2241.The dynamic height is computed by dividing the NAVD 88
 CP2241.geopotential number by the normal gravity value computed on the
 CP2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2241.degrees latitude (g = 980.6199 gals.).
 CP2241
 CP2241.The modeled gravity was interpolated from observed gravity values.
 CP2241
 CP2241;                    North         East    Units  Estimated Accuracy
 CP2241;SPC LA N     -   272,890.    1,054,780.      MT  (+/- 180 meters Scaled)
 CP2241
 CP2241                          SUPERSEDED SURVEY CONTROL
 CP2241
 CP2241  NGVD 29 (??/??/92)   42.450  (m)          139.27   (f) ADJ UNCH    2 0
 CP2241
 CP2241.Superseded values are not recommended for survey control.
 CP2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2241.See file dsdata.txt to determine how the superseded data were derived.
 CP2241
 CP2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS014473(NAD 83)
 CP2241_MARKER: DB = BENCH MARK DISK
 CP2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2241_STAMPING: K-25 1935
 CP2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2241+STABILITY: SURFACE MOTION
 CP2241
 CP2241  HISTORY     - Date     Condition        Report By
 CP2241  HISTORY     - 1935     MONUMENTED       CGS
 CP2241  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2241
 CP2241                          STATION DESCRIPTION
 CP2241
 CP2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2241'10.3 MI N FROM WARDVILLE.
 CP2241'10.3 MILES NORTH OF, ALONG ST. HWY. 133, FROM STATION. ABOUT 0.9 MILE
 CP2241'SOUTHEAST OF ROAD TO VAUGHAN.  ABOUT .3 MILE NORTHWEST OF CROSS ROAD.
 CP2241'130 FEET SOUTHEAST OF CURVE IN HIGHWAY.  120 FEET NORTHWEST OF SMALL
 CP2241'WOODEN BRIDGE WITH WOOD SIDE RAILS.  37 FEET NORTHEAST OF CENTERLINE
 CP2241'OF ST. HWY. 133.  25.5 FEET SOUTHWEST OF OAK STUMP 2 FEET HIGH, 2.8
 CP2241'FT. IN DIAMETER AT BASE.  11.4 FEET NORTHEAST OF TELEPHONE POLE.
 CP2241'TABLET SET IN PRECAST CONCRETE POST.
 CP2241
 CP2241                          STATION RECOVERY (1982)
 CP2241
 CP2241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1873 ***********************************************************************
 BW1873  DESIGNATION -  K 25 17 USE
 BW1873  PID         -  BW1873
 BW1873  STATE/COUNTY-  LA/TENSAS
 BW1873  USGS QUAD   -  CHAMBLEE (1994)
 BW1873
 BW1873                         *CURRENT SURVEY CONTROL
 BW1873  ___________________________________________________________________
 BW1873* NAD 83(1986)-  31 52 05.     (N)    091 20 42.     (W)     SCALED    
 BW1873* NAVD 88     -        21.451  (meters)      70.38   (feet)  ADJUSTED  
 BW1873  ___________________________________________________________________
 BW1873  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1873  DYNAMIC HT  -          21.425 (meters)      70.29  (feet)  COMP
 BW1873  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 BW1873  OBS GRAVITY -     979,472.6   (mgal)                       GRAV_OBS
 BW1873
 BW1873  VERT ORDER  -  FIRST     CLASS II
 BW1873
 BW1873.The horizontal coordinates were scaled from a topographic map and have
 BW1873.an estimated accuracy of +/- 6 seconds.
 BW1873
 BW1873.The orthometric height was determined by differential leveling
 BW1873.and adjusted by the National Geodetic Survey in February 1994..
 BW1873
 BW1873.The geoid height was determined by GEOID03.
 BW1873
 BW1873.The dynamic height is computed by dividing the NAVD 88
 BW1873.geopotential number by the normal gravity value computed on the
 BW1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1873.degrees latitude (g = 980.6199 gals.).
 BW1873
 BW1873.The modeled gravity was interpolated from observed gravity values.
 BW1873.The observed gravity was obtained from relative gravimeter ties
 BW1873.to the IGSN71 gravity network.
 BW1873
 BW1873;                    North         East    Units  Estimated Accuracy
 BW1873;SPC LA N     -   152,270.    1,109,280.      MT  (+/- 180 meters Scaled)
 BW1873
 BW1873                          SUPERSEDED SURVEY CONTROL
 BW1873
 BW1873  NAVD 88 (06/15/91)   21.462  (m)           70.41   (f) UNKNOWN     1 2
 BW1873  NGVD 29 (??/??/??)   21.461  (m)           70.41   (f) ADJUSTED    1 2
 BW1873
 BW1873.Superseded values are not recommended for survey control.
 BW1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1873.See file dsdata.txt to determine how the superseded data were derived.
 BW1873
 BW1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR565270(NAD 83)
 BW1873_MARKER: DD = SURVEY DISK
 BW1873_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BW1873_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 BW1873_STAMPING: K 25-17-77
 BW1873_PROJECTION: RECESSED 5 CENTIMETERS
 BW1873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1873+STABILITY: POSITION/ELEVATION WELL
 BW1873_ROD/PIPE-DEPTH: 29.0 meters
 BW1873_SLEEVE-DEPTH  : 12.2 meters
 BW1873
 BW1873  HISTORY     - Date     Condition        Report By
 BW1873  HISTORY     - 1977     MONUMENTED       USE
 BW1873  HISTORY     - 1979     GOOD             NGS
 BW1873
 BW1873                          STATION DESCRIPTION
 BW1873
 BW1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1873'5.35 MI NE FROM WATERPROOF.
 BW1873'5.35 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1873'THE WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, 0.30 MILE
 BW1873'NORTHEAST OF A CATTLE GUARD, ON THE OUTSIDE OF A CURVE, 163 FEET
 BW1873'NORTHWEST OF THE CENTER OF THE LEVEE ROAD, 41.5 FEET SOUTHEAST OF A
 BW1873'FENCE LINE.
 BW1873'THIS IS A CLASS A MARK PROTECTED BY A 2 BY 2-FOOT CONCRETE SLAB AND
 BW1873'4 IRON PIPES NOW PAINTED YELLOW.
 BW1873'THE MARK IS 15 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1879 ***********************************************************************
 BW1879  DESIGNATION -  K 25 18 USE
 BW1879  PID         -  BW1879
 BW1879  STATE/COUNTY-  LA/TENSAS
 BW1879  USGS QUAD   -  LAKE BRUIN (1994)
 BW1879
 BW1879                         *CURRENT SURVEY CONTROL
 BW1879  ___________________________________________________________________
 BW1879* NAD 83(1986)-  31 53 01.     (N)    091 15 51.     (W)     SCALED    
 BW1879* NAVD 88     -        20.224  (meters)      66.35   (feet)  ADJUSTED  
 BW1879  ___________________________________________________________________
 BW1879  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1879  DYNAMIC HT  -          20.200 (meters)      66.27  (feet)  COMP
 BW1879  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 BW1879
 BW1879  VERT ORDER  -  FIRST     CLASS II
 BW1879
 BW1879.The horizontal coordinates were scaled from a topographic map and have
 BW1879.an estimated accuracy of +/- 6 seconds.
 BW1879
 BW1879.The orthometric height was determined by differential leveling
 BW1879.and adjusted by the National Geodetic Survey in February 1994..
 BW1879
 BW1879.The geoid height was determined by GEOID03.
 BW1879
 BW1879.The dynamic height is computed by dividing the NAVD 88
 BW1879.geopotential number by the normal gravity value computed on the
 BW1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1879.degrees latitude (g = 980.6199 gals.).
 BW1879
 BW1879.The modeled gravity was interpolated from observed gravity values.
 BW1879
 BW1879;                    North         East    Units  Estimated Accuracy
 BW1879;SPC LA N     -   154,070.    1,116,910.      MT  (+/- 180 meters Scaled)
 BW1879
 BW1879                          SUPERSEDED SURVEY CONTROL
 BW1879
 BW1879  NAVD 88 (06/15/91)   20.234  (m)           66.38   (f) UNKNOWN     1 2
 BW1879  NGVD 29 (??/??/??)   20.236  (m)           66.39   (f) ADJUSTED    1 2
 BW1879
 BW1879.Superseded values are not recommended for survey control.
 BW1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1879.See file dsdata.txt to determine how the superseded data were derived.
 BW1879
 BW1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR641288(NAD 83)
 BW1879_MARKER: DD = SURVEY DISK
 BW1879_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1879_SP_SET: COPPER-CLAD STEEL ROD
 BW1879_STAMPING: K 25-18-79
 BW1879_PROJECTION: RECESSED 5 CENTIMETERS
 BW1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1879_ROD/PIPE-DEPTH: 21.9 meters
 BW1879
 BW1879  HISTORY     - Date     Condition        Report By
 BW1879  HISTORY     - 1979     MONUMENTED       USE
 BW1879  HISTORY     - 1979     GOOD             NGS
 BW1879
 BW1879                          STATION DESCRIPTION
 BW1879
 BW1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1879'2.9 MI SW FROM ST JOSEPH.
 BW1879'2.90 MILES SOUTHWEST ALONG THE GRAVEL ROAD ONTOP OF THE LEVEE FROM
 BW1879'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, 0.15 MILE EAST-
 BW1879'NORTHEAST OF A CATTLE GUARD, AT LEVEE MARKER 6150, 170 FEET NORTHWEST
 BW1879'OF THE CENTER OF THE LEVEE ROAD, 35 FEET SOUTHEAST OF THE CENTER OF
 BW1879'THE GRAVEL ROAD PARALLELING THE LEVEE, 2.5 FEET SOUTHEAST OF A FENCE
 BW1879'LINE, SURROUNDED BY CREOSOTED POST NOW PAINTED YELLOW.
 BW1879'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1877 ***********************************************************************
 BW1877  DESIGNATION -  K 25 19 USE
 BW1877  PID         -  BW1877
 BW1877  STATE/COUNTY-  LA/TENSAS
 BW1877  USGS QUAD   -  LAKE BRUIN (1994)
 BW1877
 BW1877                         *CURRENT SURVEY CONTROL
 BW1877  ___________________________________________________________________
 BW1877* NAD 83(1986)-  31 53 09.     (N)    091 17 38.     (W)     SCALED    
 BW1877* NAVD 88     -        18.240  (meters)      59.84   (feet)  ADJUSTED  
 BW1877  ___________________________________________________________________
 BW1877  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1877  DYNAMIC HT  -          18.219 (meters)      59.77  (feet)  COMP
 BW1877  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 BW1877
 BW1877  VERT ORDER  -  FIRST     CLASS II
 BW1877
 BW1877.The horizontal coordinates were scaled from a topographic map and have
 BW1877.an estimated accuracy of +/- 6 seconds.
 BW1877
 BW1877.The orthometric height was determined by differential leveling
 BW1877.and adjusted by the National Geodetic Survey in February 1994..
 BW1877
 BW1877.The geoid height was determined by GEOID03.
 BW1877
 BW1877.The dynamic height is computed by dividing the NAVD 88
 BW1877.geopotential number by the normal gravity value computed on the
 BW1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1877.degrees latitude (g = 980.6199 gals.).
 BW1877
 BW1877.The modeled gravity was interpolated from observed gravity values.
 BW1877
 BW1877;                    North         East    Units  Estimated Accuracy
 BW1877;SPC LA N     -   154,290.    1,114,100.      MT  (+/- 180 meters Scaled)
 BW1877
 BW1877                          SUPERSEDED SURVEY CONTROL
 BW1877
 BW1877  NAVD 88 (06/15/91)   18.251  (m)           59.88   (f) UNKNOWN     1 2
 BW1877  NGVD 29 (??/??/??)   18.252  (m)           59.88   (f) ADJUSTED    1 2
 BW1877
 BW1877.Superseded values are not recommended for survey control.
 BW1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1877.See file dsdata.txt to determine how the superseded data were derived.
 BW1877
 BW1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR613290(NAD 83)
 BW1877_MARKER: DD = SURVEY DISK
 BW1877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1877_SP_SET: COPPER-CLAD STEEL ROD
 BW1877_STAMPING: K 25-19-79
 BW1877_PROJECTION: RECESSED 5 CENTIMETERS
 BW1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1877_ROD/PIPE-DEPTH: 23.8 meters
 BW1877
 BW1877  HISTORY     - Date     Condition        Report By
 BW1877  HISTORY     - 1979     MONUMENTED       USE
 BW1877  HISTORY     - 1979     GOOD             NGS
 BW1877
 BW1877                          STATION DESCRIPTION
 BW1877
 BW1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1877'8.75 MI NE FROM WATERPROOF.
 BW1877'8.75 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1877'THE WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, 0.25 MILE
 BW1877'WEST OF A CATTLE GUARD, 222 FEET NORTH OF THE CENTER OF THE LEVEE
 BW1877'ROAD, 207 FEET NORTH OF LEVEE STATION MARKER 6250, 40 FEET SOUTH OF
 BW1877'A FENCE LINE, BETWEEN AND SLIGHTLY EAST OF TWO CREOSOTED POSTS NOW
 BW1877'PAINTED YELLOW. THE MARK CAN ALSO BE REACHED BY GOING 4.85 MILES
 BW1877'SOUTHWEST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM THE JUNCTION
 BW1877'OF WASHINGTON STREET IN ST. JOSEPH.
 BW1877'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1875 ***********************************************************************
 BW1875  DESIGNATION -  K 25 20 USE
 BW1875  PID         -  BW1875
 BW1875  STATE/COUNTY-  LA/TENSAS
 BW1875  USGS QUAD   -  LAKE BRUIN (1994)
 BW1875
 BW1875                         *CURRENT SURVEY CONTROL
 BW1875  ___________________________________________________________________
 BW1875* NAD 83(1986)-  31 52 53.     (N)    091 19 34.     (W)     SCALED    
 BW1875* NAVD 88     -        21.319  (meters)      69.94   (feet)  ADJUSTED  
 BW1875  ___________________________________________________________________
 BW1875  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1875  DYNAMIC HT  -          21.294 (meters)      69.86  (feet)  COMP
 BW1875  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 BW1875
 BW1875  VERT ORDER  -  FIRST     CLASS II
 BW1875
 BW1875.The horizontal coordinates were scaled from a topographic map and have
 BW1875.an estimated accuracy of +/- 6 seconds.
 BW1875
 BW1875.The orthometric height was determined by differential leveling
 BW1875.and adjusted by the National Geodetic Survey in February 1994..
 BW1875
 BW1875.The geoid height was determined by GEOID03.
 BW1875
 BW1875.The dynamic height is computed by dividing the NAVD 88
 BW1875.geopotential number by the normal gravity value computed on the
 BW1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1875.degrees latitude (g = 980.6199 gals.).
 BW1875
 BW1875.The modeled gravity was interpolated from observed gravity values.
 BW1875
 BW1875;                    North         East    Units  Estimated Accuracy
 BW1875;SPC LA N     -   153,760.    1,111,060.      MT  (+/- 180 meters Scaled)
 BW1875
 BW1875                          SUPERSEDED SURVEY CONTROL
 BW1875
 BW1875  NAVD 88 (06/15/91)   21.330  (m)           69.98   (f) UNKNOWN     1 2
 BW1875  NGVD 29 (??/??/??)   21.330  (m)           69.98   (f) ADJUSTED    1 2
 BW1875
 BW1875.Superseded values are not recommended for survey control.
 BW1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1875.See file dsdata.txt to determine how the superseded data were derived.
 BW1875
 BW1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR583285(NAD 83)
 BW1875_MARKER: DD = SURVEY DISK
 BW1875_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1875_SP_SET: COPPER-CLAD STEEL ROD
 BW1875_STAMPING: K 25-20-79
 BW1875_PROJECTION: RECESSED 5 CENTIMETERS
 BW1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1875_ROD/PIPE-DEPTH: 29.3 meters
 BW1875
 BW1875  HISTORY     - Date     Condition        Report By
 BW1875  HISTORY     - 1979     MONUMENTED       USE
 BW1875  HISTORY     - 1979     GOOD             NGS
 BW1875
 BW1875                          STATION DESCRIPTION
 BW1875
 BW1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1875'6.85 MI NE FROM WATERPROOF.
 BW1875'6.85 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1875'THE WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, 0.15 MILE
 BW1875'SOUTHWEST OF A CATTLE GUARD, AT LEVEE STATION MARKER 6350, 146 FEET
 BW1875'NORTHWEST OF THE CENTER OF THE LEVEE ROAD, 130 FEET NORTHWEST OF THE
 BW1875'LEVEE STATION MARKER, 1.5 FEET SOUTHEAST OF THE FENCE LINE, SURROUNDED
 BW1875'BY CREOSOTED POSTS NOW PAINTED YELLOW.
 BW1875'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1871 ***********************************************************************
 BW1871  DESIGNATION -  K 25 21 USE
 BW1871  PID         -  BW1871
 BW1871  STATE/COUNTY-  LA/TENSAS
 BW1871  USGS QUAD   -  CHAMBLEE (1994)
 BW1871
 BW1871                         *CURRENT SURVEY CONTROL
 BW1871  ___________________________________________________________________
 BW1871* NAD 83(1986)-  31 50 09.     (N)    091 21 20.     (W)     SCALED    
 BW1871* NAVD 88     -        19.069  (meters)      62.56   (feet)  ADJUSTED  
 BW1871  ___________________________________________________________________
 BW1871  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1871  DYNAMIC HT  -          19.047 (meters)      62.49  (feet)  COMP
 BW1871  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BW1871
 BW1871  VERT ORDER  -  FIRST     CLASS II
 BW1871
 BW1871.The horizontal coordinates were scaled from a topographic map and have
 BW1871.an estimated accuracy of +/- 6 seconds.
 BW1871
 BW1871.The orthometric height was determined by differential leveling
 BW1871.and adjusted by the National Geodetic Survey in February 1994..
 BW1871
 BW1871.The geoid height was determined by GEOID03.
 BW1871
 BW1871.The dynamic height is computed by dividing the NAVD 88
 BW1871.geopotential number by the normal gravity value computed on the
 BW1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1871.degrees latitude (g = 980.6199 gals.).
 BW1871
 BW1871.The modeled gravity was interpolated from observed gravity values.
 BW1871
 BW1871;                    North         East    Units  Estimated Accuracy
 BW1871;SPC LA N     -   148,680.    1,108,320.      MT  (+/- 180 meters Scaled)
 BW1871
 BW1871                          SUPERSEDED SURVEY CONTROL
 BW1871
 BW1871  NAVD 88 (06/15/91)   19.081  (m)           62.60   (f) UNKNOWN     1 2
 BW1871  NGVD 29 (??/??/??)   19.079  (m)           62.59   (f) ADJUSTED    1 2
 BW1871
 BW1871.Superseded values are not recommended for survey control.
 BW1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1871.See file dsdata.txt to determine how the superseded data were derived.
 BW1871
 BW1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR556234(NAD 83)
 BW1871_MARKER: DD = SURVEY DISK
 BW1871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1871_SP_SET: COPPER-CLAD STEEL ROD
 BW1871_STAMPING: K 25-21-79
 BW1871_PROJECTION: RECESSED 10 CENTIMETERS
 BW1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1871_ROD/PIPE-DEPTH: 46.3 meters
 BW1871
 BW1871  HISTORY     - Date     Condition        Report By
 BW1871  HISTORY     - 1979     MONUMENTED       USE
 BW1871  HISTORY     - 1979     GOOD             NGS
 BW1871
 BW1871                          STATION DESCRIPTION
 BW1871
 BW1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1871'3.05 MI NE FROM WATERPROOF.
 BW1871'3.05 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1871'THE WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, AT LEVEE
 BW1871'STATION MARKER 6550, 386 FEET NORTHWEST OF THE CENTER OF THE LEVEE
 BW1871'ROAD, 371 FEET NORTHWEST OF THE LEVEE STATION MARKER, 1.7 FEET
 BW1871'SOUTHEAST OF A FENCE LINE, SURROUNDED BY CREOSOTED POST NOW PAINTED
 BW1871'YELLOW.
 BW1871'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1869 ***********************************************************************
 BW1869  DESIGNATION -  K 25 22 USE
 BW1869  PID         -  BW1869
 BW1869  STATE/COUNTY-  LA/TENSAS
 BW1869  USGS QUAD   -  CHAMBLEE (1994)
 BW1869
 BW1869                         *CURRENT SURVEY CONTROL
 BW1869  ___________________________________________________________________
 BW1869* NAD 83(1986)-  31 48 43.     (N)    091 22 07.     (W)     SCALED    
 BW1869* NAVD 88     -        22.199  (meters)      72.83   (feet)  ADJUSTED  
 BW1869  ___________________________________________________________________
 BW1869  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1869  DYNAMIC HT  -          22.173 (meters)      72.75  (feet)  COMP
 BW1869  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 BW1869
 BW1869  VERT ORDER  -  FIRST     CLASS II
 BW1869
 BW1869.The horizontal coordinates were scaled from a topographic map and have
 BW1869.an estimated accuracy of +/- 6 seconds.
 BW1869
 BW1869.The orthometric height was determined by differential leveling
 BW1869.and adjusted by the National Geodetic Survey in February 1994..
 BW1869
 BW1869.The geoid height was determined by GEOID03.
 BW1869
 BW1869.The dynamic height is computed by dividing the NAVD 88
 BW1869.geopotential number by the normal gravity value computed on the
 BW1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1869.degrees latitude (g = 980.6199 gals.).
 BW1869
 BW1869.The modeled gravity was interpolated from observed gravity values.
 BW1869
 BW1869;                    North         East    Units  Estimated Accuracy
 BW1869;SPC LA N     -   146,020.    1,107,120.      MT  (+/- 180 meters Scaled)
 BW1869
 BW1869                          SUPERSEDED SURVEY CONTROL
 BW1869
 BW1869  NAVD 88 (06/15/91)   22.212  (m)           72.87   (f) UNKNOWN     1 2
 BW1869  NGVD 29 (??/??/??)   22.207  (m)           72.86   (f) ADJUSTED    1 2
 BW1869
 BW1869.Superseded values are not recommended for survey control.
 BW1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1869.See file dsdata.txt to determine how the superseded data were derived.
 BW1869
 BW1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR544207(NAD 83)
 BW1869_MARKER: DD = SURVEY DISK
 BW1869_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1869_SP_SET: COPPER-CLAD STEEL ROD
 BW1869_STAMPING: K 25-22-79
 BW1869_PROJECTION: RECESSED 5 CENTIMETERS
 BW1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1869_ROD/PIPE-DEPTH: 34.1 meters
 BW1869
 BW1869  HISTORY     - Date     Condition        Report By
 BW1869  HISTORY     - 1979     MONUMENTED       USE
 BW1869  HISTORY     - 1979     GOOD             NGS
 BW1869
 BW1869                          STATION DESCRIPTION
 BW1869
 BW1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1869'1.15 MI NE FROM WATERPROOF.
 BW1869'1.15 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1869'THE WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, SET
 BW1869'BETWEEN THE LEVEE AND A PAVED HIGHWAY PARALLELING THE LEVEE, AT
 BW1869'LEVEE STATION MARKER 6650, 107 FEET NORTHWEST OF THE CENTER OF THE
 BW1869'LEVEE ROAD, 89 FEET NORTHWEST OF THE LEVEE STATION MARKER, 28 FEET
 BW1869'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET SOUTHEAST OF A
 BW1869'FENCE LINE, SURROUNDED BY CREOSOTED POST NOW PAINTED YELLOW.
 BW1869'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1867 ***********************************************************************
 BW1867  DESIGNATION -  K 25 23 USE
 BW1867  PID         -  BW1867
 BW1867  STATE/COUNTY-  LA/TENSAS
 BW1867  USGS QUAD   -  WATERPROOF (1994)
 BW1867
 BW1867                         *CURRENT SURVEY CONTROL
 BW1867  ___________________________________________________________________
 BW1867* NAD 83(1986)-  31 47 45.     (N)    091 23 36.     (W)     SCALED    
 BW1867* NAVD 88     -        19.636  (meters)      64.42   (feet)  ADJUSTED  
 BW1867  ___________________________________________________________________
 BW1867  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW1867  DYNAMIC HT  -          19.613 (meters)      64.35  (feet)  COMP
 BW1867  MODELED GRAV-     979,465.7   (mgal)                       NAVD 88
 BW1867
 BW1867  VERT ORDER  -  FIRST     CLASS II
 BW1867
 BW1867.The horizontal coordinates were scaled from a topographic map and have
 BW1867.an estimated accuracy of +/- 6 seconds.
 BW1867
 BW1867.The orthometric height was determined by differential leveling
 BW1867.and adjusted by the National Geodetic Survey in February 1994..
 BW1867
 BW1867.The geoid height was determined by GEOID03.
 BW1867
 BW1867.The dynamic height is computed by dividing the NAVD 88
 BW1867.geopotential number by the normal gravity value computed on the
 BW1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1867.degrees latitude (g = 980.6199 gals.).
 BW1867
 BW1867.The modeled gravity was interpolated from observed gravity values.
 BW1867
 BW1867;                    North         East    Units  Estimated Accuracy
 BW1867;SPC LA N     -   144,210.    1,104,790.      MT  (+/- 180 meters Scaled)
 BW1867
 BW1867                          SUPERSEDED SURVEY CONTROL
 BW1867
 BW1867  NAVD 88 (06/15/91)   19.649  (m)           64.47   (f) UNKNOWN     1 2
 BW1867  NGVD 29 (??/??/??)   19.644  (m)           64.45   (f) ADJUSTED    1 2
 BW1867
 BW1867.Superseded values are not recommended for survey control.
 BW1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1867.See file dsdata.txt to determine how the superseded data were derived.
 BW1867
 BW1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR521189(NAD 83)
 BW1867_MARKER: DD = SURVEY DISK
 BW1867_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1867_SP_SET: COPPER-CLAD STEEL ROD
 BW1867_STAMPING: K 25-23
 BW1867_PROJECTION: RECESSED 5 CENTIMETERS
 BW1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1867_ROD/PIPE-DEPTH: 50.9 meters
 BW1867
 BW1867  HISTORY     - Date     Condition        Report By
 BW1867  HISTORY     - UNK      MONUMENTED       USE
 BW1867  HISTORY     - 1979     GOOD             NGS
 BW1867
 BW1867                          STATION DESCRIPTION
 BW1867
 BW1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1867'0.80 MI SOUTH FROM WATERPROOF.
 BW1867'0.80 MILE SOUTH ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM THE
 BW1867'WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, TO THE MARK
 BW1867'ON THE RIGHT, SET IN THE FENCE LINE AT THE BASE OF THE LEVEE, 600
 BW1867'FEET SOUTH OF THE JUNCTION OF STATE HIGHWAY 566, 158 FEET WEST OF THE
 BW1867'CENTER OF THE LEVEE ROAD, 139 FEET NORTHWEST OF LEVEE MARKER 8750,
 BW1867'18 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AT THE BASE OF THE
 BW1867'LEVEE, 15.5 FEET NORTHEAST OF A ROAD SIGN READING (LA 570), 1.2 FEET
 BW1867'EAST OF A BARB WIRE FENCE.
 BW1867'THE MARK IS 40 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1865 ***********************************************************************
 BW1865  DESIGNATION -  K 25 24 USE
 BW1865  PID         -  BW1865
 BW1865  STATE/COUNTY-  LA/TENSAS
 BW1865  USGS QUAD   -  WATERPROOF (1994)
 BW1865
 BW1865                         *CURRENT SURVEY CONTROL
 BW1865  ___________________________________________________________________
 BW1865* NAD 83(1986)-  31 46 05.     (N)    091 23 32.     (W)     SCALED    
 BW1865* NAVD 88     -        18.491  (meters)      60.67   (feet)  ADJUSTED  
 BW1865  ___________________________________________________________________
 BW1865  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1865  DYNAMIC HT  -          18.469 (meters)      60.59  (feet)  COMP
 BW1865  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 BW1865
 BW1865  VERT ORDER  -  FIRST     CLASS II
 BW1865
 BW1865.The horizontal coordinates were scaled from a topographic map and have
 BW1865.an estimated accuracy of +/- 6 seconds.
 BW1865
 BW1865.The orthometric height was determined by differential leveling
 BW1865.and adjusted by the National Geodetic Survey in February 1994..
 BW1865
 BW1865.The geoid height was determined by GEOID03.
 BW1865
 BW1865.The dynamic height is computed by dividing the NAVD 88
 BW1865.geopotential number by the normal gravity value computed on the
 BW1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1865.degrees latitude (g = 980.6199 gals.).
 BW1865
 BW1865.The modeled gravity was interpolated from observed gravity values.
 BW1865
 BW1865;                    North         East    Units  Estimated Accuracy
 BW1865;SPC LA N     -   141,130.    1,104,930.      MT  (+/- 180 meters Scaled)
 BW1865
 BW1865                          SUPERSEDED SURVEY CONTROL
 BW1865
 BW1865  NAVD 88 (06/15/91)   18.505  (m)           60.71   (f) UNKNOWN     1 2
 BW1865  NGVD 29 (??/??/??)   18.498  (m)           60.69   (f) ADJUSTED    1 2
 BW1865
 BW1865.Superseded values are not recommended for survey control.
 BW1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1865.See file dsdata.txt to determine how the superseded data were derived.
 BW1865
 BW1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR522158(NAD 83)
 BW1865_MARKER: DD = SURVEY DISK
 BW1865_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1865_SP_SET: COPPER-CLAD STEEL ROD
 BW1865_STAMPING: K 25-24-79
 BW1865_PROJECTION: RECESSED 5 CENTIMETERS
 BW1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1865_ROD/PIPE-DEPTH: 43.0 meters
 BW1865
 BW1865  HISTORY     - Date     Condition        Report By
 BW1865  HISTORY     - 1979     MONUMENTED       USE
 BW1865  HISTORY     - 1979     GOOD             NGS
 BW1865
 BW1865                          STATION DESCRIPTION
 BW1865
 BW1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1865'2.75 MI SOUTH FROM WATERPROOF.
 BW1865'2.75 MILES SOUTH ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM THE
 BW1865'WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, TO THE MARK
 BW1865'ON THE RIGHT, SET AT THE BASE OF THE LEVEE IN THE FENCE LINE, 183 FEET
 BW1865'WEST OF THE CENTER OF THE LEVEE ROAD, 165 FEET NORTHWEST OF LEVEE
 BW1865'MARKER 6850, 2 FEET EAST OF AN 8-INCH PECAN TREE, 1.2 FEET EAST OF THE
 BW1865'BARB WIRE FENCE, THIS MARK IS SURROUNDED BY 2 CRESOTE POST AND THE
 BW1865'PECAN TREE PAINTED YELLOW AT THIS TIME.
 BW1865'THE MARK IS 40 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1200 ***********************************************************************
 BJ1200  DESIGNATION -  K 250
 BJ1200  PID         -  BJ1200
 BJ1200  STATE/COUNTY-  LA/AVOYELLES
 BJ1200  USGS QUAD   -  SIMMESPORT (1969)
 BJ1200
 BJ1200                         *CURRENT SURVEY CONTROL
 BJ1200  ___________________________________________________________________
 BJ1200* NAD 83(1986)-  30 59 40.     (N)    091 52 10.     (W)     SCALED    
 BJ1200* NAVD 88     -        14.249  (meters)      46.75   (feet)  ADJUSTED  
 BJ1200  ___________________________________________________________________
 BJ1200  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ1200  DYNAMIC HT  -          14.231 (meters)      46.69  (feet)  COMP
 BJ1200  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 BJ1200
 BJ1200  VERT ORDER  -  FIRST     CLASS I
 BJ1200
 BJ1200.The horizontal coordinates were scaled from a topographic map and have
 BJ1200.an estimated accuracy of +/- 6 seconds.
 BJ1200
 BJ1200.The orthometric height was determined by differential leveling
 BJ1200.and adjusted by the National Geodetic Survey in February 1994..
 BJ1200
 BJ1200.The geoid height was determined by GEOID03.
 BJ1200
 BJ1200.The dynamic height is computed by dividing the NAVD 88
 BJ1200.geopotential number by the normal gravity value computed on the
 BJ1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1200.degrees latitude (g = 980.6199 gals.).
 BJ1200
 BJ1200.The modeled gravity was interpolated from observed gravity values.
 BJ1200
 BJ1200;                    North         East    Units  Estimated Accuracy
 BJ1200;SPC LA N     -    55,000.    1,060,230.      MT  (+/- 180 meters Scaled)
 BJ1200
 BJ1200                          SUPERSEDED SURVEY CONTROL
 BJ1200
 BJ1200  NAVD 88 (06/15/91)   14.274  (m)           46.83   (f) UNKNOWN     1 1
 BJ1200  NGVD 29 (??/??/??)   14.228  (m)           46.68   (f) ADJUSTED    1 1
 BJ1200
 BJ1200.Superseded values are not recommended for survey control.
 BJ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1200.See file dsdata.txt to determine how the superseded data were derived.
 BJ1200
 BJ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ079295(NAD 83)
 BJ1200_MARKER: DB = BENCH MARK DISK
 BJ1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1200_STAMPING: K 250 1966
 BJ1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1200+STABILITY: SURFACE MOTION
 BJ1200
 BJ1200  HISTORY     - Date     Condition        Report By
 BJ1200  HISTORY     - 1966     MONUMENTED       CGS
 BJ1200  HISTORY     - 1977     GOOD             NGS
 BJ1200
 BJ1200                          STATION DESCRIPTION
 BJ1200
 BJ1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ1200'3.55 MI W FROM SIMMESPORT.
 BJ1200'ABOUT 3.55 MILES WEST ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING
 BJ1200'CATHOLIC CHURCH AT SIMMESPORT, IN SECTION 5, T 1 S, R 6 E, 75 FEET
 BJ1200'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTHEAST OF A
 BJ1200'42-INCH SYCAMORE TREE AT THE NORTH END OF A LONG NARROW GROVE OF
 BJ1200'TREES, 32 FEET EAST OF A T-FENCE CORNER POST, 14 FEET EAST OF THE
 BJ1200'CENTER OF THE MORE EASTERLY OF 2 METAL GATES, 6 FEET NORTHWEST OF A
 BJ1200'POWER POLE, 2 FEET NORTH OF A FENCE, 1.7 FEET SOUTHEAST OF A METAL
 BJ1200'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 BJ1200'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BJ1200
 BJ1200                          STATION RECOVERY (1977)
 BJ1200
 BJ1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ1200'3.6 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ1200'HIGHWAYS 1 AND 105 AT SIMMESPORT, 75 FEET SOUTH OF CENTER LINE
 BJ1200'OF HIGHWAY, 42 FEET NORTHEAST OF A 42 INCH SYCAMORE TREE, AT THE
 BJ1200'NORTH END OF A NARROW GROVE OF TREES, 32 FEET EAST OF A T-FENCE
 BJ1200'CORNER POST, 14 FEET EAST OF THE CENTER OF THE MORE EASTERLY OF
 BJ1200'TWO METAL GATES, 6 FEET NORTHWEST OF A POWER POLE, 2 FEET NORTH
 BJ1200'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1503 ***********************************************************************
 BW1503  DESIGNATION -  K 251
 BW1503  PID         -  BW1503
 BW1503  STATE/COUNTY-  LA/CONCORDIA
 BW1503  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1503
 BW1503                         *CURRENT SURVEY CONTROL
 BW1503  ___________________________________________________________________
 BW1503* NAD 83(1986)-  31 37 50.     (N)    091 33 51.     (W)     SCALED    
 BW1503* NAVD 88     -        18.07   (+/-2cm)      59.3    (feet)  VERTCON   
 BW1503  ___________________________________________________________________
 BW1503  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1503
 BW1503  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1503
 BW1503.The horizontal coordinates were scaled from a topographic map and have
 BW1503.an estimated accuracy of +/- 6 seconds.
 BW1503
 BW1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1503.The vertical order pertains to the NGVD 29 superseded value.
 BW1503
 BW1503.The geoid height was determined by GEOID03.
 BW1503
 BW1503;                    North         East    Units  Estimated Accuracy
 BW1503;SPC LA N     -   125,730.    1,088,780.      MT  (+/- 180 meters Scaled)
 BW1503
 BW1503                          SUPERSEDED SURVEY CONTROL
 BW1503
 BW1503  NGVD 29 (??/??/92)   18.069  (m)           59.28   (f) ADJ UNCH    1 2
 BW1503
 BW1503.Superseded values are not recommended for survey control.
 BW1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1503.See file dsdata.txt to determine how the superseded data were derived.
 BW1503
 BW1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR361003(NAD 83)
 BW1503_MARKER: DB = BENCH MARK DISK
 BW1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1503_SP_SET: CONCRETE GUARD RAIL
 BW1503_STAMPING: K 251 1966
 BW1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1503
 BW1503  HISTORY     - Date     Condition        Report By
 BW1503  HISTORY     - 1966     MONUMENTED       CGS
 BW1503  HISTORY     - 1981     GOOD             LADTD
 BW1503
 BW1503                          STATION DESCRIPTION
 BW1503
 BW1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1503'0.7 MI W FROM FERRIDAY.
 BW1503'ABOUT 0.7 MILE WEST ALONG U. S. HIGHWAY 84 FROM THE POST OFFICE AT
 BW1503'FERRIDAY, IN SECTION 27, T 8 N, R 9 E, AT A CONCRETE HIGHWAY BRIDGE,
 BW1503'23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 BW1503'EAST CONCRETE WING WALL OF THE SOUTH CONCRETE GUARD RAIL OF THE
 BW1503'BRIDGE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BW1503
 BW1503                          STATION RECOVERY (1981)
 BW1503
 BW1503'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0685 ***********************************************************************
 BX0685  DESIGNATION -  K 252
 BX0685  PID         -  BX0685
 BX0685  STATE/COUNTY-  LA/RAPIDES
 BX0685  USGS QUAD   -  BALL (1993)
 BX0685
 BX0685                         *CURRENT SURVEY CONTROL
 BX0685  ___________________________________________________________________
 BX0685* NAD 83(1986)-  31 24 56.     (N)    092 24 59.     (W)     SCALED    
 BX0685* NAVD 88     -        48.21   (+/-2cm)     158.2    (feet)  VERTCON   
 BX0685  ___________________________________________________________________
 BX0685  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BX0685
 BX0685  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0685
 BX0685.The horizontal coordinates were scaled from a topographic map and have
 BX0685.an estimated accuracy of +/- 6 seconds.
 BX0685
 BX0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0685.The vertical order pertains to the NGVD 29 superseded value.
 BX0685
 BX0685.The geoid height was determined by GEOID03.
 BX0685
 BX0685;                    North         East    Units  Estimated Accuracy
 BX0685;SPC LA N     -   101,520.    1,007,950.      MT  (+/- 180 meters Scaled)
 BX0685
 BX0685                          SUPERSEDED SURVEY CONTROL
 BX0685
 BX0685  NGVD 29 (??/??/??)   48.192  (m)          158.11   (f) ADJUSTED    1 2
 BX0685
 BX0685.Superseded values are not recommended for survey control.
 BX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0685.See file dsdata.txt to determine how the superseded data were derived.
 BX0685
 BX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ554758(NAD 83)
 BX0685_MARKER: DB = BENCH MARK DISK
 BX0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0685_STAMPING: K 252 1966
 BX0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0685+STABILITY: SURFACE MOTION
 BX0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0685+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BX0685
 BX0685  HISTORY     - Date     Condition        Report By
 BX0685  HISTORY     - 1966     MONUMENTED       CGS
 BX0685  HISTORY     - 20041116 GOOD             USPSQD
 BX0685
 BX0685                          STATION DESCRIPTION
 BX0685
 BX0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0685'2.0 MI N FROM TIOGA.
 BX0685'ABOUT 2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0685'HIGH SCHOOL AT TIOGA, IN SECTION 13, T 5 N, R 1 W, 3 TELEPHONE POLES
 BX0685'NORTH OF MILEPOST 590.10, 74 FEET NORTHWEST OF THE CENTER OF THE
 BX0685'CROSSING OF A PAVED ROAD, 48 FEET WEST OF THE WEST RAIL, 61 FEET NORTH
 BX0685'OF THE CENTER LINE OF A METAL CATTLE GUARD IN THE PAVED ROAD, 26 FEET
 BX0685'EAST OF THE CENTER LINE OF A DRIVEWAY, 181 FEET SOUTHEAST OF A RED
 BX0685'BRICK HOUSE WHICH IS THE RESIDENCE OF C.L. POISSO, 35 FEET NORTH OF A
 BX0685'POWER POLE BEARING A TRANSFORMER, 8 FEET SOUTH OF A TELEPHONE POLE,
 BX0685'1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 BX0685'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX0685'INCHES.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING 3.2 MILES
 BX0685'SOUTH ALONG THE MISSOUR PACIFIC RAILROAD FROM THE STATION SIGN AT
 BX0685'SIMMS.
 BX0685
 BX0685                          STATION RECOVERY (2004)
 BX0685
 BX0685'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1224 ***********************************************************************
 BW1224  DESIGNATION -  K 253
 BW1224  PID         -  BW1224
 BW1224  STATE/COUNTY-  LA/CONCORDIA
 BW1224  USGS QUAD   -  FAIRVIEW (1983)
 BW1224
 BW1224                         *CURRENT SURVEY CONTROL
 BW1224  ___________________________________________________________________
 BW1224* NAD 83(1986)-  31 19 03.     (N)    091 31 50.     (W)     SCALED    
 BW1224* NAVD 88     -        16.389  (meters)      53.77   (feet)  ADJUSTED  
 BW1224  ___________________________________________________________________
 BW1224  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BW1224  DYNAMIC HT  -          16.369 (meters)      53.70  (feet)  COMP
 BW1224  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 BW1224
 BW1224  VERT ORDER  -  FIRST     CLASS II
 BW1224
 BW1224.The horizontal coordinates were scaled from a topographic map and have
 BW1224.an estimated accuracy of +/- 6 seconds.
 BW1224
 BW1224.The orthometric height was determined by differential leveling
 BW1224.and adjusted by the National Geodetic Survey in February 1994..
 BW1224
 BW1224.The geoid height was determined by GEOID03.
 BW1224
 BW1224.The dynamic height is computed by dividing the NAVD 88
 BW1224.geopotential number by the normal gravity value computed on the
 BW1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1224.degrees latitude (g = 980.6199 gals.).
 BW1224
 BW1224.The modeled gravity was interpolated from observed gravity values.
 BW1224
 BW1224;                    North         East    Units  Estimated Accuracy
 BW1224;SPC LA N     -    91,050.    1,092,270.      MT  (+/- 180 meters Scaled)
 BW1224
 BW1224                          SUPERSEDED SURVEY CONTROL
 BW1224
 BW1224  NAVD 88 (06/15/91)   16.410  (m)           53.84   (f) UNKNOWN     1 2
 BW1224  NGVD 29 (??/??/??)   16.372  (m)           53.71   (f) ADJUSTED    1 2
 BW1224
 BW1224.Superseded values are not recommended for survey control.
 BW1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1224.See file dsdata.txt to determine how the superseded data were derived.
 BW1224
 BW1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ398657(NAD 83)
 BW1224_MARKER: DB = BENCH MARK DISK
 BW1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1224_STAMPING: K 253 1966
 BW1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1224+STABILITY: SURFACE MOTION
 BW1224
 BW1224  HISTORY     - Date     Condition        Report By
 BW1224  HISTORY     - 1966     MONUMENTED       CGS
 BW1224  HISTORY     - 1979     POOR             NGS
 BW1224
 BW1224                          STATION DESCRIPTION
 BW1224
 BW1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1224'14.85 MI NE FROM SHAW.
 BW1224'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1224'SCHOOLHOUSE AT SHAW, THENCE 7.2 MILES NORTHEAST ALONG A GRAVELED ROAD,
 BW1224'IN SECTION 9, T 4 N, R 9 E, ABOUT 500 FEET WEST OF A SHARP CURVE IN
 BW1224'THE ROAD, 126 FEET SOUTHWEST OF A SMALL OFFICE BUILDING AT THE
 BW1224'FAIRVIEW OFFICE OF GENERE GAS COMPANY, 49 FEET NORTH OF THE CENTER
 BW1224'LINE OF THE ROAD, 50 FEET SOUTH OF THE SOUTH END OF THE MOST WESTERLY
 BW1224'ONE OF 3 SMALL HORIZONTAL TANKS, 19 FEET EAST OF A POWER POLE BEARING
 BW1224'A TRANSFORMER, 27 FEET NORTH OF A PIPE FENCE CORNER POST, 16 FEET
 BW1224'NORTHWEST OF A 5 X 5-FOOT METAL BUILDING, 1 1/2 FEET EAST OF A MESH
 BW1224'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BW1224
 BW1224                          STATION RECOVERY (1979)
 BW1224
 BW1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1224'NOTE-CONCRETE POST HAS BEEN HIT BUT MARK APEARS STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0016 ***********************************************************************
 BW0016  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BW0016  DESIGNATION -  K 254
 BW0016  PID         -  BW0016
 BW0016  STATE/COUNTY-  LA/CONCORDIA
 BW0016  USGS QUAD   -  FORT ADAMS (1965)
 BW0016
 BW0016                         *CURRENT SURVEY CONTROL
 BW0016  ___________________________________________________________________
 BW0016* NAD 83(1992)-  31 04 46.05670(N)    091 36 09.34837(W)     ADJUSTED  
 BW0016* NAVD 88     -        20.92 **(meters)      68.6  **(feet)  GPS OBS(2004.65)
 BW0016  **This station is located in a subsidence area (see below).
 BW0016  ___________________________________________________________________
 BW0016  X           -    -152,907.677 (meters)                     COMP
 BW0016  Y           -  -5,465,304.712 (meters)                     COMP
 BW0016  Z           -   3,273,438.645 (meters)                     COMP
 BW0016  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BW0016  ELLIP HEIGHT-          -6.13  (meters)          (05/09/05) GPS OBS
 BW0016  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW0016  DYNAMIC HT  -          20.90  (meters)      68.6   (feet)  COMP
 BW0016  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 BW0016
 BW0016  HORZ ORDER  -  B
 BW0016  VERT ORDER  -  FIRST     CLASS I (See Below)
 BW0016  ELLP ORDER  -  FOURTH    CLASS II
 BW0016
 BW0016.The horizontal coordinates were established by GPS observations
 BW0016.and adjusted by the National Geodetic Survey in May 2005..
 BW0016
 BW0016 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BW0016 ** and geoid heights are valid at the date of observation. These heights
 BW0016 ** must always be validated when used as control.
 BW0016 ** The orthometric height was determined by GPS observations using
 BW0016 ** precise GPS observation and processing techniques and a new
 BW0016 ** realization of GEOID03. It supersedes the leveled height previously
 BW0016 ** determined for this station.
 BW0016 ** The geoid height was determined by a new realization of GEOID03 for the
 BW0016 ** epoch indicated which incorporates improved geoid heights for the
 BW0016 ** Southern Louisiana Subsidence area.
 BW0016 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BW0016.The orthometric height was determined by GPS observations and a
 BW0016.high-resolution geoid model using precise GPS observation and
 BW0016.processing techniques. It supersedes the leveled height previously
 BW0016.determined for this station.
 BW0016.WARNING-GPS observations at this control monument resulted in a GPS
 BW0016.derived orthometric height which differed from the leveled height by
 BW0016.more than one decimeter (0.1 meter).
 BW0016.The vertical order pertains to the first NAVD 88 superseded value.
 BW0016
 BW0016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0016
 BW0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0016
 BW0016.The ellipsoidal height was determined by GPS observations
 BW0016.and is referenced to NAD 83.
 BW0016
 BW0016.The geoid height was determined by GEOID03.
 BW0016
 BW0016.The dynamic height is computed by dividing the NAVD 88
 BW0016.geopotential number by the normal gravity value computed on the
 BW0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0016.degrees latitude (g = 980.6199 gals.).
 BW0016
 BW0016.The modeled gravity was interpolated from observed gravity values.
 BW0016
 BW0016;                    North         East     Units Scale Factor Converg.
 BW0016;SPC LA N     -    64,604.054 1,085,635.497   MT  1.00002092   +0 28 28.0
 BW0016;SPC LA N     -   211,955.13  3,561,789.13   sFT  1.00002092   +0 28 28.0
 BW0016;UTM  15      - 3,439,247.427   633,300.054   MT  0.99981918   +0 43 17.3
 BW0016
 BW0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0016!SPC LA N     -   1.00000096  x   1.00002092  =   1.00002188
 BW0016!UTM  15      -   1.00000096  x   0.99981918  =   0.99982014
 BW0016
 BW0016                          SUPERSEDED SURVEY CONTROL
 BW0016
 BW0016  NAVD 88 (02/14/94)   20.844  (m)           68.39   (f) ADJUSTED    1 1
 BW0016  NAVD 88 (06/15/91)   20.868  (m)           68.46   (f) UNKNOWN     1 1
 BW0016  NGVD 29 (??/??/??)   20.820  (m)           68.31   (f) ADJUSTED    1 1
 BW0016
 BW0016.Superseded values are not recommended for survey control.
 BW0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0016.See file dsdata.txt to determine how the superseded data were derived.
 BW0016
 BW0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3330039247(NAD 83)
 BW0016_MARKER: DD = SURVEY DISK
 BW0016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0016_SP_SET: BRIDGE
 BW0016_STAMPING: K 254 1966
 BW0016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BW0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0016+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 BW0016
 BW0016  HISTORY     - Date     Condition        Report By
 BW0016  HISTORY     - 1966     MONUMENTED       USGS
 BW0016  HISTORY     - 1976     GOOD             NGS
 BW0016  HISTORY     - 20021029 GOOD             3001
 BW0016
 BW0016                          STATION DESCRIPTION
 BW0016
 BW0016'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BW0016'9.95 MI NE FROM OLD RIVER LOCKS.
 BW0016'ABOUT 9.95 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT
 BW0016'OLD RIVER, OR ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 15 FROM A RED
 BW0016'BRICK SCHOOLHOUSE AT SHAW, THENCE 3.1 MILES SOUTH ALONG A GRAVELED
 BW0016'ROAD WHICH PARALLELS THE WEST SIDE OF STATE HIGHWAY 15, THENCE 3.15
 BW0016'MILES SOUTH ALONG STATE HIGHWAY 15, AT THE SOUTHEAST END OF THE
 BW0016'OVERBANK OUTFLOW STRUCTURE OF OLD RIVER, 20 FEET SOUTHWEST OF THE
 BW0016'CENTER LINE OF THE HIGHWAY, IN SECTION 2, T 1 N, R 9 E, SET IN THE TOP
 BW0016'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE SEAT OF THE BRIDGE, AND
 BW0016'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW0016
 BW0016                          STATION RECOVERY (1976)
 BW0016
 BW0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0016'8.7 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0016'HIGHWAY 190 AT SHAW 10.5 MILES NORTHEAST OF TORRAS, AT THE SOUTHEAST
 BW0016'END OF THE OVERBANK OUTFLOW STRUCTURE OF OLD RIVER , 20 FT. SOUTHWEST
 BW0016'OF THE CENTER LINE OF THE HIGHWAY, SET IN TOP OF THE SOUTHWEST END OF
 BW0016'THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE, 1 FT. NORTHEAST OF THE
 BW0016'SOUTHWEST END OF THE ABUTMENT.
 BW0016
 BW0016                          STATION RECOVERY (2002)
 BW0016
 BW0016'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BW0016'THE STATION IS LOCATED 8 MILES NORTH OF ANGOLA PRISON, 13.6 MILES
 BW0016'NORTHEAST OF  SIMMSPORT, 11.5 MILES NORTHNORTHEAST OF LETTSWORTH.
 BW0016' 
 BW0016'OWNERSHIP- COE   TO REACH THE STATION FROM THE INTERSECTION OF HWY 15
 BW0016'AND BRIDGE OVER OLD RIVER LOCKS  GO NORTH 9.8 MILES TO SOUTHEAST END
 BW0016'OF OUTFLOW  CHANNEL AND MARK ON LEFT.   THE STATION IS 20' SOUTHWEST
 BW0016'OF THE CENTERLINE OF HWY 15, 1' NORTHEAST OF THE  SOUTHWEST END OF THE
 BW0016'BRIDGE ABUTMENT. STATION IS SET IN TOP OF THE SOUTHWEST END OF
 BW0016'SOUTHEAST CONCRETE ABUTMENT. STAMPED K 254 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1347 ***********************************************************************
 CP1347  DESIGNATION -  K 255
 CP1347  PID         -  CP1347
 CP1347  STATE/COUNTY-  LA/MADISON
 CP1347  USGS QUAD   -  TALLULAH (1994)
 CP1347
 CP1347                         *CURRENT SURVEY CONTROL
 CP1347  ___________________________________________________________________
 CP1347* NAD 83(1986)-  32 24 19.     (N)    091 09 03.     (W)     SCALED    
 CP1347* NAVD 88     -        25.022  (meters)      82.09   (feet)  ADJUSTED  
 CP1347  ___________________________________________________________________
 CP1347  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1347  DYNAMIC HT  -          24.993 (meters)      82.00  (feet)  COMP
 CP1347  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 CP1347
 CP1347  VERT ORDER  -  FIRST     CLASS I
 CP1347
 CP1347.The horizontal coordinates were scaled from a topographic map and have
 CP1347.an estimated accuracy of +/- 6 seconds.
 CP1347
 CP1347.The orthometric height was determined by differential leveling
 CP1347.and adjusted by the National Geodetic Survey in June 1991..
 CP1347
 CP1347.The geoid height was determined by GEOID03.
 CP1347
 CP1347.The dynamic height is computed by dividing the NAVD 88
 CP1347.geopotential number by the normal gravity value computed on the
 CP1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1347.degrees latitude (g = 980.6199 gals.).
 CP1347
 CP1347.The modeled gravity was interpolated from observed gravity values.
 CP1347
 CP1347;                    North         East    Units  Estimated Accuracy
 CP1347;SPC LA N     -   212,040.    1,126,910.      MT  (+/- 180 meters Scaled)
 CP1347
 CP1347                          SUPERSEDED SURVEY CONTROL
 CP1347
 CP1347  NGVD 29 (??/??/??)   25.025  (m)           82.10   (f) ADJUSTED    1 1
 CP1347
 CP1347.Superseded values are not recommended for survey control.
 CP1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1347.See file dsdata.txt to determine how the superseded data were derived.
 CP1347
 CP1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR739868(NAD 83)
 CP1347_MARKER: DB = BENCH MARK DISK
 CP1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1347_STAMPING: K 255 1968
 CP1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1347+STABILITY: SURFACE MOTION
 CP1347
 CP1347  HISTORY     - Date     Condition        Report By
 CP1347  HISTORY     - 1968     MONUMENTED       CGS
 CP1347
 CP1347                          STATION DESCRIPTION
 CP1347
 CP1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1347'3.15 MI NE FROM TALLULAH.
 CP1347'2.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1347'AT TALLULAH, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 602, THENCE
 CP1347'0.15 MILE EAST ALONG U.S. HIGHWAY 80, THENCE 0.6 MILE NORTH ALONG A
 CP1347'PAVED ROAD, AT THE ENTRANCE TO THE UNITED GAS PIPE LINE COMPANY
 CP1347'EMPLOYEES HOMES, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 CP1347'NORTH OF THE CENTER LINE OF A PAVED ROAD WHICH LEADS TO THE HOMES, 36
 CP1347'FEET EAST OF A FENCE, 3 1/2 FEET NORTH OF A POWER POLE WHICH BEARS A
 CP1347'LIGHT, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 CP1347'POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0963 ***********************************************************************
 CQ0963  DESIGNATION -  K 256
 CQ0963  PID         -  CQ0963
 CQ0963  STATE/COUNTY-  LA/LINCOLN
 CQ0963  USGS QUAD   -  RUSTON EAST (1994)
 CQ0963
 CQ0963                         *CURRENT SURVEY CONTROL
 CQ0963  ___________________________________________________________________
 CQ0963* NAD 83(1986)-  32 32 08.     (N)    092 33 39.     (W)     SCALED    
 CQ0963* NAVD 88     -        54.561  (meters)     179.01   (feet)  ADJUSTED  
 CQ0963  ___________________________________________________________________
 CQ0963  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0963  DYNAMIC HT  -          54.500 (meters)     178.81  (feet)  COMP
 CQ0963  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 CQ0963
 CQ0963  VERT ORDER  -  FIRST     CLASS I
 CQ0963
 CQ0963.The horizontal coordinates were scaled from a topographic map and have
 CQ0963.an estimated accuracy of +/- 6 seconds.
 CQ0963
 CQ0963.The orthometric height was determined by differential leveling
 CQ0963.and adjusted by the National Geodetic Survey in June 1991..
 CQ0963
 CQ0963.The geoid height was determined by GEOID03.
 CQ0963
 CQ0963.The dynamic height is computed by dividing the NAVD 88
 CQ0963.geopotential number by the normal gravity value computed on the
 CQ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0963.degrees latitude (g = 980.6199 gals.).
 CQ0963
 CQ0963.The modeled gravity was interpolated from observed gravity values.
 CQ0963
 CQ0963;                    North         East    Units  Estimated Accuracy
 CQ0963;SPC LA N     -   225,700.      994,290.      MT  (+/- 180 meters Scaled)
 CQ0963
 CQ0963                          SUPERSEDED SURVEY CONTROL
 CQ0963
 CQ0963  NGVD 29 (??/??/??)   54.626  (m)          179.22   (f) ADJUSTED    1 1
 CQ0963
 CQ0963.Superseded values are not recommended for survey control.
 CQ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0963.See file dsdata.txt to determine how the superseded data were derived.
 CQ0963
 CQ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR412998(NAD 83)
 CQ0963_MARKER: DB = BENCH MARK DISK
 CQ0963_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0963_SP_SET: 26 1/2 FEET
 CQ0963_STAMPING: K 256 1968
 CQ0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0963
 CQ0963  HISTORY     - Date     Condition        Report By
 CQ0963  HISTORY     - 1968     MONUMENTED       CGS
 CQ0963  HISTORY     - 1969     GOOD             CGS
 CQ0963  HISTORY     - 1987     GOOD             USPSQD
 CQ0963
 CQ0963                          STATION DESCRIPTION
 CQ0963
 CQ0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0963'2.5 MI W FROM CHOUDRANT.
 CQ0963'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0963'CHOUDRANT, IN SECTION 22, T 18 N, R 2 W, ON THE OUTSIDE OF A CURVE IN
 CQ0963'THE HIGHWAY, 86 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 45 1/2
 CQ0963'FEET NORTH OF A FENCE, 44 FEET SOUTHWEST OF A 30-INCH OAK TREE, 4.8
 CQ0963'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CQ0963'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 CQ0963'TO A DEPTH OF 26 1/2 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE
 CQ0963'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ0963
 CQ0963                          STATION RECOVERY (1987)
 CQ0963
 CQ0963'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2036 ***********************************************************************
 CQ2036  DESIGNATION -  K 257
 CQ2036  PID         -  CQ2036
 CQ2036  STATE/COUNTY-  LA/BOSSIER
 CQ2036  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2036
 CQ2036                         *CURRENT SURVEY CONTROL
 CQ2036  ___________________________________________________________________
 CQ2036* NAD 83(1986)-  32 31 35.     (N)    093 40 45.     (W)     SCALED    
 CQ2036* NAVD 88     -        50.930  (meters)     167.09   (feet)  ADJUSTED  
 CQ2036  ___________________________________________________________________
 CQ2036  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2036  DYNAMIC HT  -          50.873 (meters)     166.91  (feet)  COMP
 CQ2036  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CQ2036
 CQ2036  VERT ORDER  -  FIRST     CLASS I
 CQ2036
 CQ2036.The horizontal coordinates were scaled from a topographic map and have
 CQ2036.an estimated accuracy of +/- 6 seconds.
 CQ2036
 CQ2036.The orthometric height was determined by differential leveling
 CQ2036.and adjusted by the National Geodetic Survey in June 1991..
 CQ2036
 CQ2036.The geoid height was determined by GEOID03.
 CQ2036
 CQ2036.The dynamic height is computed by dividing the NAVD 88
 CQ2036.geopotential number by the normal gravity value computed on the
 CQ2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2036.degrees latitude (g = 980.6199 gals.).
 CQ2036
 CQ2036.The modeled gravity was interpolated from observed gravity values.
 CQ2036
 CQ2036;                    North         East    Units  Estimated Accuracy
 CQ2036;SPC LA N     -   225,280.      889,220.      MT  (+/- 180 meters Scaled)
 CQ2036
 CQ2036                          SUPERSEDED SURVEY CONTROL
 CQ2036
 CQ2036  NGVD 29 (??/??/??)   51.002  (m)          167.33   (f) ADJUSTED    1 1
 CQ2036
 CQ2036.Superseded values are not recommended for survey control.
 CQ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2036.See file dsdata.txt to determine how the superseded data were derived.
 CQ2036
 CQ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR362989(NAD 83)
 CQ2036_MARKER: DB = BENCH MARK DISK
 CQ2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2036_STAMPING: K 257 1968
 CQ2036_MARK LOGO: CGS   
 CQ2036_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2036+STABILITY: SURFACE MOTION
 CQ2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2036+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 CQ2036
 CQ2036  HISTORY     - Date     Condition        Report By
 CQ2036  HISTORY     - 1968     MONUMENTED       CGS
 CQ2036  HISTORY     - 1969     GOOD             CGS
 CQ2036  HISTORY     - 19921102 GOOD             BCED
 CQ2036  HISTORY     - 20020302 GOOD             USPSQD
 CQ2036  HISTORY     - 20031108 GOOD             USPSQD
 CQ2036
 CQ2036                          STATION DESCRIPTION
 CQ2036
 CQ2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2036'3.6 MI E FROM BOSSIER CITY.
 CQ2036'ABOUT 3.6 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE EAST
 CQ2036'END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY, IN
 CQ2036'SECTION 26, T 18 N, R 13 W, 9 RAILS EAST OF THE CROSSING OF THE
 CQ2036'RAILROAD AND STATE HIGHWAY 7822, 9 1/2 RAILS WEST OF THE CROSSING OF
 CQ2036'THE RAILROAD AND A SERVICE ROAD WHICH LEADS TO BARKSDALE AIR FORCE
 CQ2036'BASE, 85 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOST 164, 69 FEET
 CQ2036'SOUTH OF THE SOUTH RAIL, 39 1/2 FEET EAST OF A CORNER FENCE POST IN A
 CQ2036'CHAIN LINK FENCE WHICH SURROUNDS THE SUNFLOWER BAPTIST CHURCH, 43 FEET
 CQ2036'EAST OF POWER POLE NUMBER 29, 17 FEET SOUTH OF THE CENTER LINE OF A
 CQ2036'GRAVELED ROAD, 2 FEET NORTH OF THE FENCE, 1.5 FEET SOUTHEAST OF A
 CQ2036'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, ABOUT
 CQ2036'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CQ2036'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ2036
 CQ2036                          STATION RECOVERY (1992)
 CQ2036
 CQ2036'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2036'RECOVERED AS DESCRIBED.
 CQ2036
 CQ2036                          STATION RECOVERY (2002)
 CQ2036
 CQ2036'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2036'RECOVERED IN GOOD CONDITION.
 CQ2036
 CQ2036                          STATION RECOVERY (2003)
 CQ2036
 CQ2036'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1270 ***********************************************************************
 CQ1270  DESIGNATION -  K 258
 CQ1270  PID         -  CQ1270
 CQ1270  STATE/COUNTY-  LA/WEBSTER
 CQ1270  USGS QUAD   -  ADA (1986)
 CQ1270
 CQ1270                         *CURRENT SURVEY CONTROL
 CQ1270  ___________________________________________________________________
 CQ1270* NAD 83(1986)-  32 32 13.     (N)    093 14 11.     (W)     SCALED    
 CQ1270* NAVD 88     -        81.491  (meters)     267.36   (feet)  ADJUSTED  
 CQ1270  ___________________________________________________________________
 CQ1270  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1270  DYNAMIC HT  -          81.400 (meters)     267.06  (feet)  COMP
 CQ1270  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 CQ1270
 CQ1270  VERT ORDER  -  FIRST     CLASS I
 CQ1270
 CQ1270.The horizontal coordinates were scaled from a topographic map and have
 CQ1270.an estimated accuracy of +/- 6 seconds.
 CQ1270
 CQ1270.The orthometric height was determined by differential leveling
 CQ1270.and adjusted by the National Geodetic Survey in June 1991..
 CQ1270
 CQ1270.The geoid height was determined by GEOID03.
 CQ1270
 CQ1270.The dynamic height is computed by dividing the NAVD 88
 CQ1270.geopotential number by the normal gravity value computed on the
 CQ1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1270.degrees latitude (g = 980.6199 gals.).
 CQ1270
 CQ1270.The modeled gravity was interpolated from observed gravity values.
 CQ1270
 CQ1270;                    North         East    Units  Estimated Accuracy
 CQ1270;SPC LA N     -   226,090.      930,830.      MT  (+/- 180 meters Scaled)
 CQ1270
 CQ1270                          SUPERSEDED SURVEY CONTROL
 CQ1270
 CQ1270  NGVD 29 (??/??/??)   81.570  (m)          267.62   (f) ADJUSTED    1 1
 CQ1270
 CQ1270.Superseded values are not recommended for survey control.
 CQ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1270.See file dsdata.txt to determine how the superseded data were derived.
 CQ1270
 CQ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR778999(NAD 83)
 CQ1270_MARKER: DB = BENCH MARK DISK
 CQ1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1270_STAMPING: K 258 1969
 CQ1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1270+STABILITY: SURFACE MOTION
 CQ1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1270+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 CQ1270
 CQ1270  HISTORY     - Date     Condition        Report By
 CQ1270  HISTORY     - 1969     MONUMENTED       CGS
 CQ1270  HISTORY     - 1977     GOOD             NGS
 CQ1270  HISTORY     - 20000205 GOOD             USPSQD
 CQ1270  HISTORY     - 20060309 GOOD             USPSQD
 CQ1270
 CQ1270                          STATION DESCRIPTION
 CQ1270
 CQ1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1270'0.3 MI E FROM DUBBERLY.
 CQ1270'ABOUT 0.3 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ1270'OFFICE AT DUBBERLY, IN SECTION 19, T 18 N, R 8 W, 91 YARDS NORTHEAST
 CQ1270'OF THE NORTHEAST CORNER OF THE DUBBERLY HIGH SCHOOL BUILDING, 87 1/2
 CQ1270'FEET SOUTH OF THE SOUTH RAIL, 37 FEET NORTH OF THE CENTER LINE OF
 CQ1270'STATE HIGHWAY 532, 207 FEET EAST OF THE CENTER LINE OF A PAVED ROAD,
 CQ1270'65 FEET SOUTHWEST OF A TELEPHONE POLE, 8 FEET SOUTHEAST OF A 12-INCH
 CQ1270'OAK TREE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE
 CQ1270'THE LEVEL OF THE TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 CQ1270'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 CQ1270'THE SURFACE OF THE GROUND.
 CQ1270
 CQ1270                          STATION RECOVERY (1977)
 CQ1270
 CQ1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1270'RECOVERED IN GOOD CONDITION.
 CQ1270
 CQ1270                          STATION RECOVERY (2000)
 CQ1270
 CQ1270'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1270'RECOVERED IN GOOD CONDITION.
 CQ1270
 CQ1270                          STATION RECOVERY (2006)
 CQ1270
 CQ1270'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 CQ1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2091 ***********************************************************************
 CQ2091  DESIGNATION -  K 259
 CQ2091  PID         -  CQ2091
 CQ2091  STATE/COUNTY-  LA/BOSSIER
 CQ2091  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2091
 CQ2091                         *CURRENT SURVEY CONTROL
 CQ2091  ___________________________________________________________________
 CQ2091* NAD 83(1986)-  32 30 18.     (N)    093 40 35.     (W)     SCALED    
 CQ2091* NAVD 88     -        50.38   (+/-2cm)     165.3    (feet)  VERTCON   
 CQ2091  ___________________________________________________________________
 CQ2091  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2091
 CQ2091  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2091
 CQ2091.The horizontal coordinates were scaled from a topographic map and have
 CQ2091.an estimated accuracy of +/- 6 seconds.
 CQ2091
 CQ2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2091.The vertical order pertains to the NGVD 29 superseded value.
 CQ2091
 CQ2091.The geoid height was determined by GEOID03.
 CQ2091
 CQ2091;                    North         East    Units  Estimated Accuracy
 CQ2091;SPC LA N     -   222,910.      889,460.      MT  (+/- 180 meters Scaled)
 CQ2091
 CQ2091                          SUPERSEDED SURVEY CONTROL
 CQ2091
 CQ2091  NGVD 29 (??/??/??)   50.455  (m)          165.53   (f) ADJUSTED    1 1
 CQ2091
 CQ2091.Superseded values are not recommended for survey control.
 CQ2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2091.See file dsdata.txt to determine how the superseded data were derived.
 CQ2091
 CQ2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR364966(NAD 83)
 CQ2091_MARKER: DB = BENCH MARK DISK
 CQ2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2091_STAMPING: K 259 1969
 CQ2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2091+STABILITY: SURFACE MOTION
 CQ2091
 CQ2091  HISTORY     - Date     Condition        Report By
 CQ2091  HISTORY     - 1969     MONUMENTED       CGS
 CQ2091
 CQ2091                          STATION DESCRIPTION
 CQ2091
 CQ2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2091'0.2 MI NE FROM BARKSDALE AFB.
 CQ2091'ABOUT 0.2 MILE NORTHEAST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ2091'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, IN SECTION 35, T 18
 CQ2091'N, R 13 W, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 99
 CQ2091'FEET NORTHEAST OF THE CENTER LINE OF HANGAR ROAD, 1.6 FEET WEST OF THE
 CQ2091'WEST CORNER OF HANGAR NUMBER 9 AND THE BASE GYMNASIUM, 1 1/2 FEET
 CQ2091'NORTHWEST OF A FENCE, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE BOULEVARD,
 CQ2091'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE
 CQ2091'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0650 ***********************************************************************
 BW0650  DESIGNATION -  K 26 12
 BW0650  PID         -  BW0650
 BW0650  STATE/COUNTY-  LA/CONCORDIA
 BW0650  USGS QUAD   -  NATCHEZ (1976)
 BW0650
 BW0650                         *CURRENT SURVEY CONTROL
 BW0650  ___________________________________________________________________
 BW0650* NAD 83(1986)-  31 34 47.     (N)    091 27 51.     (W)     SCALED    
 BW0650* NAVD 88     -        19.48   (+/-2cm)      63.9    (feet)  VERTCON   
 BW0650  ___________________________________________________________________
 BW0650  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0650
 BW0650  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0650
 BW0650.The horizontal coordinates were scaled from a topographic map and have
 BW0650.an estimated accuracy of +/- 6 seconds.
 BW0650
 BW0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0650.The vertical order pertains to the NGVD 29 superseded value.
 BW0650
 BW0650.The geoid height was determined by GEOID03.
 BW0650
 BW0650;                    North         East    Units  Estimated Accuracy
 BW0650;SPC LA N     -   120,180.    1,098,320.      MT  (+/- 180 meters Scaled)
 BW0650
 BW0650                          SUPERSEDED SURVEY CONTROL
 BW0650
 BW0650  NGVD 29 (??/??/92)   19.48   (m)           63.9    (f) COMPUTED    1 2
 BW0650
 BW0650.Superseded values are not recommended for survey control.
 BW0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0650.See file dsdata.txt to determine how the superseded data were derived.
 BW0650
 BW0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ457948(NAD 83)
 BW0650_MARKER: DD = SURVEY DISK
 BW0650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0650_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0650_STAMPING: K-26-12 60
 BW0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0650
 BW0650  HISTORY     - Date     Condition        Report By
 BW0650  HISTORY     - UNK      MONUMENTED       DOD
 BW0650  HISTORY     - 1966     GOOD             NGS
 BW0650
 BW0650                          STATION DESCRIPTION
 BW0650
 BW0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0650'3.4 MI W FROM VIDALIA.
 BW0650'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE
 BW0650'COURTHOUSE AT VIDALIA, THENCE 0.45 MILE NORTHWEST ALONG A PRIVATE
 BW0650'GRAVELED ROAD TO THE FARM BUILDINGS AT THE RESIDENCE OF ALBERT
 BW0650'NICHOLS, THENCE 0.5 MILE EAST ALONG A FIELD ROAD WHICH PARALLELS THE
 BW0650'SOUTH SIDE OF A LEVEE, IN SECTION 34, T 7 N, R 4 W, 126 FEET SOUTH OF
 BW0650'THE CENTER LINE OF THE LEVEE, 10 1/2 FEET NORTHEAST OF THE CENTER LINE
 BW0650'OF A DIRT ROAD LEADING TO THE LEVEE, 77 FEET NORTH OF A LONE 20-INCH
 BW0650'BOX ELDER TREE IN THE NORTH EDGE OF A FIELD, 2 FEET NORTHEAST OF THE
 BW0650'EAST GATE POST FOR A GATE, 1.2 FEET SOUTH OF A WOODEN WITNESS POST,
 BW0650'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BW0650'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1851 ***********************************************************************
 BW1851  DESIGNATION -  K 26 21 USE
 BW1851  PID         -  BW1851
 BW1851  STATE/COUNTY-  LA/CONCORDIA
 BW1851  USGS QUAD   -  SPOKANE (1976)
 BW1851
 BW1851                         *CURRENT SURVEY CONTROL
 BW1851  ___________________________________________________________________
 BW1851* NAD 83(1986)-  31 39 14.     (N)    091 29 45.     (W)     SCALED    
 BW1851* NAVD 88     -        21.275  (meters)      69.80   (feet)  ADJUSTED  
 BW1851  ___________________________________________________________________
 BW1851  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1851  DYNAMIC HT  -          21.249 (meters)      69.71  (feet)  COMP
 BW1851  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 BW1851
 BW1851  VERT ORDER  -  FIRST     CLASS II
 BW1851
 BW1851.The horizontal coordinates were scaled from a topographic map and have
 BW1851.an estimated accuracy of +/- 6 seconds.
 BW1851
 BW1851.The orthometric height was determined by differential leveling
 BW1851.and adjusted by the National Geodetic Survey in February 1994..
 BW1851
 BW1851.The geoid height was determined by GEOID03.
 BW1851
 BW1851.The dynamic height is computed by dividing the NAVD 88
 BW1851.geopotential number by the normal gravity value computed on the
 BW1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1851.degrees latitude (g = 980.6199 gals.).
 BW1851
 BW1851.The modeled gravity was interpolated from observed gravity values.
 BW1851
 BW1851;                    North         East    Units  Estimated Accuracy
 BW1851;SPC LA N     -   128,380.    1,095,230.      MT  (+/- 180 meters Scaled)
 BW1851
 BW1851                          SUPERSEDED SURVEY CONTROL
 BW1851
 BW1851  NAVD 88 (06/15/91)   21.291  (m)           69.85   (f) UNKNOWN     1 2
 BW1851  NGVD 29 (??/??/??)   21.277  (m)           69.81   (f) ADJUSTED    1 2
 BW1851
 BW1851.Superseded values are not recommended for survey control.
 BW1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1851.See file dsdata.txt to determine how the superseded data were derived.
 BW1851
 BW1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR426030(NAD 83)
 BW1851_MARKER: DD = SURVEY DISK
 BW1851_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BW1851_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 BW1851_STAMPING: K 26-21-77
 BW1851_PROJECTION: RECESSED 5 CENTIMETERS
 BW1851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1851+STABILITY: POSITION/ELEVATION WELL
 BW1851_ROD/PIPE-DEPTH: 23.8 meters
 BW1851_SLEEVE-DEPTH  : 0.00 meters
 BW1851
 BW1851  HISTORY     - Date     Condition        Report By
 BW1851  HISTORY     - 1977     MONUMENTED       USE
 BW1851  HISTORY     - 1979     GOOD             NGS
 BW1851
 BW1851                          STATION DESCRIPTION
 BW1851
 BW1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1851'8.55 MI SE FROM FERRIDAY.
 BW1851'3.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 65 AND 84 FROM THE JUNCTION OF
 BW1851'THE MENTIONED HIGHWAYS AT FERRIDAY, THENCE 4.80 MILES NORTHEAST ALONG
 BW1851'STATE HIGHWAY 3196 TO THE JUNCTION OF GRAVEL ROAD LEADING NORTH, 196
 BW1851'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 128 FEET EAST OF THE
 BW1851'CENTER OF THE GRAVEL ROAD, 73 FEET WEST-NORTHWEST OF A POWER POLE,
 BW1851'THIS IS A CLASS A MARK PROTECTED BY A 2 BY 2-FOOT CONCRETE SLAB AND
 BW1851'SURROUNDED BY 4 METAL POST PAINTED YELLOW AT THIS TIME.
 BW1851'THE MARK IS 15 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1861 ***********************************************************************
 BW1861  DESIGNATION -  K 26 22 USE
 BW1861  PID         -  BW1861
 BW1861  STATE/COUNTY-  LA/CONCORDIA
 BW1861  USGS QUAD   -  SPOKANE (1976)
 BW1861
 BW1861                         *CURRENT SURVEY CONTROL
 BW1861  ___________________________________________________________________
 BW1861* NAD 83(1986)-  31 43 21.     (N)    091 24 36.     (W)     SCALED    
 BW1861* NAVD 88     -        22.008  (meters)      72.20   (feet)  ADJUSTED  
 BW1861  ___________________________________________________________________
 BW1861  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1861  DYNAMIC HT  -          21.982 (meters)      72.12  (feet)  COMP
 BW1861  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 BW1861
 BW1861  VERT ORDER  -  FIRST     CLASS II
 BW1861
 BW1861.The horizontal coordinates were scaled from a topographic map and have
 BW1861.an estimated accuracy of +/- 6 seconds.
 BW1861
 BW1861.The orthometric height was determined by differential leveling
 BW1861.and adjusted by the National Geodetic Survey in February 1994..
 BW1861
 BW1861.The geoid height was determined by GEOID03.
 BW1861
 BW1861.The dynamic height is computed by dividing the NAVD 88
 BW1861.geopotential number by the normal gravity value computed on the
 BW1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1861.degrees latitude (g = 980.6199 gals.).
 BW1861
 BW1861.The modeled gravity was interpolated from observed gravity values.
 BW1861
 BW1861;                    North         East    Units  Estimated Accuracy
 BW1861;SPC LA N     -   136,060.    1,103,300.      MT  (+/- 180 meters Scaled)
 BW1861
 BW1861                          SUPERSEDED SURVEY CONTROL
 BW1861
 BW1861  NAVD 88 (06/15/91)   22.022  (m)           72.25   (f) UNKNOWN     1 2
 BW1861  NGVD 29 (??/??/??)   22.014  (m)           72.22   (f) ADJUSTED    1 2
 BW1861
 BW1861.Superseded values are not recommended for survey control.
 BW1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1861.See file dsdata.txt to determine how the superseded data were derived.
 BW1861
 BW1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR506107(NAD 83)
 BW1861_MARKER: DD = SURVEY DISK
 BW1861_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BW1861_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 BW1861_STAMPING: PBM K 26-22
 BW1861_PROJECTION: RECESSED 5 CENTIMETERS
 BW1861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1861+STABILITY: POSITION/ELEVATION WELL
 BW1861_ROD/PIPE-DEPTH: 17.7 meters
 BW1861_SLEEVE-DEPTH  : 0.00 meters
 BW1861
 BW1861  HISTORY     - Date     Condition        Report By
 BW1861  HISTORY     - UNK      MONUMENTED       USE
 BW1861  HISTORY     - 1979     GOOD             NGS
 BW1861
 BW1861                          STATION DESCRIPTION
 BW1861
 BW1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1861'3.25 MI NORTH FROM LAKE ST JOHN.
 BW1861'3.25 MILES NORTH ALONG STATE HIGHWAY 901 FROM THE JUNCTION OF STATE
 BW1861'HIGHWAYS 569 AND 3196 AT THE SOUTHEAST END OF LAKE ST. JOHN, 0.20 MILE
 BW1861'NORTH OF A CATTLE GUARD, 140 FEET WEST OF THE CENTER OF THE LEVEE
 BW1861'ROAD, 275 FEET NORTH OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD
 BW1861'LEADING WEST TO A FARM HOUSE, 58 FEET NORTHEAST OF THE CENTER OF THE
 BW1861'HIGHWAY, THIS IS A CLASS A MARK PROTECTED BY A 2 BY 2-FOOT CONCRETE
 BW1861'SLAB AND FOUR (4) METAL POSTS ABOUT 4-FOOT LONG AND PAINTED YELLOW.
 BW1861'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1863 ***********************************************************************
 BW1863  DESIGNATION -  K 26 23 USE
 BW1863  PID         -  BW1863
 BW1863  STATE/COUNTY-  LA/CONCORDIA
 BW1863  USGS QUAD   -  SPOKANE (1976)
 BW1863
 BW1863                         *CURRENT SURVEY CONTROL
 BW1863  ___________________________________________________________________
 BW1863* NAD 83(1986)-  31 44 33.     (N)    091 24 22.     (W)     SCALED    
 BW1863* NAVD 88     -        19.375  (meters)      63.57   (feet)  ADJUSTED  
 BW1863  ___________________________________________________________________
 BW1863  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1863  DYNAMIC HT  -          19.353 (meters)      63.49  (feet)  COMP
 BW1863  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 BW1863
 BW1863  VERT ORDER  -  FIRST     CLASS II
 BW1863
 BW1863.The horizontal coordinates were scaled from a topographic map and have
 BW1863.an estimated accuracy of +/- 6 seconds.
 BW1863
 BW1863.The orthometric height was determined by differential leveling
 BW1863.and adjusted by the National Geodetic Survey in February 1994..
 BW1863
 BW1863.The geoid height was determined by GEOID03.
 BW1863
 BW1863.The dynamic height is computed by dividing the NAVD 88
 BW1863.geopotential number by the normal gravity value computed on the
 BW1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1863.degrees latitude (g = 980.6199 gals.).
 BW1863
 BW1863.The modeled gravity was interpolated from observed gravity values.
 BW1863
 BW1863;                    North         East    Units  Estimated Accuracy
 BW1863;SPC LA N     -   138,290.    1,103,640.      MT  (+/- 180 meters Scaled)
 BW1863
 BW1863                          SUPERSEDED SURVEY CONTROL
 BW1863
 BW1863  NAVD 88 (06/15/91)   19.389  (m)           63.61   (f) UNKNOWN     1 2
 BW1863  NGVD 29 (??/??/??)   19.382  (m)           63.59   (f) ADJUSTED    1 2
 BW1863
 BW1863.Superseded values are not recommended for survey control.
 BW1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1863.See file dsdata.txt to determine how the superseded data were derived.
 BW1863
 BW1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR509129(NAD 83)
 BW1863_MARKER: DD = SURVEY DISK
 BW1863_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1863_SP_SET: COPPER-CLAD STEEL ROD
 BW1863_STAMPING: K 26-23-79
 BW1863_PROJECTION: RECESSED 5 CENTIMETERS
 BW1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1863_ROD/PIPE-DEPTH: 41.5 meters
 BW1863
 BW1863  HISTORY     - Date     Condition        Report By
 BW1863  HISTORY     - 1979     MONUMENTED       USE
 BW1863  HISTORY     - 1979     GOOD             NGS
 BW1863
 BW1863                          STATION DESCRIPTION
 BW1863
 BW1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1863'4.75 MI NORTH FROM LAKE ST JOHN.
 BW1863'4.65 MILES NORTH ALONG STATE HIGHWAY 901 FROM THE JUNCTION OF STATE
 BW1863'HIGHWAYS 569 AND 3196 AT THE SOUTHEAST END OF LAKE ST. JOHN, THENCE
 BW1863'O.10 MILE NORTH ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE, AT A POINT
 BW1863'WHERE STATE HIGHWAY 901 CURVES AWAY FROM THE LEVEE, 459 FEET NORTH
 BW1863'ALONG A FENCE LINE FROM THE CENTER OF THE HIGHWAY, 357 FEET WEST OF
 BW1863'THE CENTER OF THE LEVEE ROAD, AND 1.3 FEET EAST OF THE FENCE LINE.
 BW1863'THE MARK IS 25 FT BELOW LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1859 ***********************************************************************
 BW1859  DESIGNATION -  K 26 24 USE
 BW1859  PID         -  BW1859
 BW1859  STATE/COUNTY-  LA/CONCORDIA
 BW1859  USGS QUAD   -  SPOKANE (1976)
 BW1859
 BW1859                         *CURRENT SURVEY CONTROL
 BW1859  ___________________________________________________________________
 BW1859* NAD 83(1986)-  31 41 21.     (N)    091 24 36.     (W)     SCALED    
 BW1859* NAVD 88     -        20.144  (meters)      66.09   (feet)  ADJUSTED  
 BW1859  ___________________________________________________________________
 BW1859  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1859  DYNAMIC HT  -          20.120 (meters)      66.01  (feet)  COMP
 BW1859  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 BW1859
 BW1859  VERT ORDER  -  FIRST     CLASS II
 BW1859
 BW1859.The horizontal coordinates were scaled from a topographic map and have
 BW1859.an estimated accuracy of +/- 6 seconds.
 BW1859
 BW1859.The orthometric height was determined by differential leveling
 BW1859.and adjusted by the National Geodetic Survey in February 1994..
 BW1859
 BW1859.The geoid height was determined by GEOID03.
 BW1859
 BW1859.The dynamic height is computed by dividing the NAVD 88
 BW1859.geopotential number by the normal gravity value computed on the
 BW1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1859.degrees latitude (g = 980.6199 gals.).
 BW1859
 BW1859.The modeled gravity was interpolated from observed gravity values.
 BW1859
 BW1859;                    North         East    Units  Estimated Accuracy
 BW1859;SPC LA N     -   132,370.    1,103,330.      MT  (+/- 180 meters Scaled)
 BW1859
 BW1859                          SUPERSEDED SURVEY CONTROL
 BW1859
 BW1859  NAVD 88 (06/15/91)   20.159  (m)           66.14   (f) UNKNOWN     1 2
 BW1859  NGVD 29 (??/??/??)   20.149  (m)           66.11   (f) ADJUSTED    1 2
 BW1859
 BW1859.Superseded values are not recommended for survey control.
 BW1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1859.See file dsdata.txt to determine how the superseded data were derived.
 BW1859
 BW1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR506070(NAD 83)
 BW1859_MARKER: DD = SURVEY DISK
 BW1859_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1859_SP_SET: COPPER-CLAD STEEL ROD
 BW1859_STAMPING: K 26-24-79
 BW1859_PROJECTION: RECESSED 5 CENTIMETERS
 BW1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1859_ROD/PIPE-DEPTH: 40.2 meters
 BW1859
 BW1859  HISTORY     - Date     Condition        Report By
 BW1859  HISTORY     - 1979     MONUMENTED       USE
 BW1859  HISTORY     - 1979     GOOD             NGS
 BW1859
 BW1859                          STATION DESCRIPTION
 BW1859
 BW1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1859'0.9 MI NORTH FROM LAKE ST JOHN.
 BW1859'0.90 MILE NORTH ALONG STATE HIGHWAY 901 FROM THE JUNCTION OF STATE
 BW1859'HIGHWAYS 569 AND 3196 AT THE SOUTHEAST END OF LAKE ST.JOHN, AT THE
 BW1859'JUNCTION OF A GRAVEL ROAD (GIBSON LANDING) LEADING NORTHEAST OVER
 BW1859'THE LEVEE, 85 FEET SOUTH ALONG THE FENCE LINE FROM THE CENTER OF A
 BW1859'METAL GATE ACROSS THE GRAVEL ROAD, 130 FEET WEST OF THE CENTER OF A
 BW1859'GRAVEL ROAD ON TOP OF THE LEVEE, 27 FEET EAST OF THE CENTER OF THE
 BW1859'HIGHWAY, 1.5 FEET WEST OF THE FENCE LINE.
 BW1859'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1857 ***********************************************************************
 BW1857  DESIGNATION -  K 26 25 USE
 BW1857  PID         -  BW1857
 BW1857  STATE/COUNTY-  LA/CONCORDIA
 BW1857  USGS QUAD   -  SPOKANE (1976)
 BW1857
 BW1857                         *CURRENT SURVEY CONTROL
 BW1857  ___________________________________________________________________
 BW1857* NAD 83(1986)-  31 39 54.     (N)    091 24 53.     (W)     SCALED    
 BW1857* NAVD 88     -        20.729  (meters)      68.01   (feet)  ADJUSTED  
 BW1857  ___________________________________________________________________
 BW1857  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1857  DYNAMIC HT  -          20.705 (meters)      67.93  (feet)  COMP
 BW1857  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 BW1857
 BW1857  VERT ORDER  -  FIRST     CLASS II
 BW1857
 BW1857.The horizontal coordinates were scaled from a topographic map and have
 BW1857.an estimated accuracy of +/- 6 seconds.
 BW1857
 BW1857.The orthometric height was determined by differential leveling
 BW1857.and adjusted by the National Geodetic Survey in February 1994..
 BW1857
 BW1857.The geoid height was determined by GEOID03.
 BW1857
 BW1857.The dynamic height is computed by dividing the NAVD 88
 BW1857.geopotential number by the normal gravity value computed on the
 BW1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1857.degrees latitude (g = 980.6199 gals.).
 BW1857
 BW1857.The modeled gravity was interpolated from observed gravity values.
 BW1857
 BW1857;                    North         East    Units  Estimated Accuracy
 BW1857;SPC LA N     -   129,690.    1,102,910.      MT  (+/- 180 meters Scaled)
 BW1857
 BW1857                          SUPERSEDED SURVEY CONTROL
 BW1857
 BW1857  NAVD 88 (06/15/91)   20.744  (m)           68.06   (f) UNKNOWN     1 2
 BW1857  NGVD 29 (??/??/??)   20.733  (m)           68.02   (f) ADJUSTED    1 2
 BW1857
 BW1857.Superseded values are not recommended for survey control.
 BW1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1857.See file dsdata.txt to determine how the superseded data were derived.
 BW1857
 BW1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR502043(NAD 83)
 BW1857_MARKER: DD = SURVEY DISK
 BW1857_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1857_SP_SET: COPPER-CLAD STEEL ROD
 BW1857_STAMPING: K 26-25-77
 BW1857_PROJECTION: RECESSED 5 CENTIMETERS
 BW1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1857_ROD/PIPE-DEPTH: 41.8 meters
 BW1857
 BW1857  HISTORY     - Date     Condition        Report By
 BW1857  HISTORY     - 1977     MONUMENTED       USE
 BW1857  HISTORY     - 1979     GOOD             NGS
 BW1857
 BW1857                          STATION DESCRIPTION
 BW1857
 BW1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1857'1.15 MI SW FROM LAKE ST JOHN.
 BW1857'1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 3196 (A GRAVEL ROAD
 BW1857'PARALLELING LEVEE) FROM THE JUNCTION OF STATE HIGHWAY 569 AT THE
 BW1857'SOUTHEAST END OF LAKE ST. JOHN, AT A FRAME HOUSE OWNED BY THOMAS ALLEN
 BW1857'(ADDRESS IS ROUTE 103), 106 FT. NORTHWEST OF THE CENTER OF THE GRAVEL
 BW1857'ROAD ON TOP OF THE LEVEE, 127 FEET SOUTHEAST AND ACROSS HIGHWAY FROM
 BW1857'THE EAST CORNER OF THE HOUSE, 18 FEET SOUTHEAST OF THE CENTER OF THE
 BW1857'HIGHWAY, AND 2 FEET SOUTHEAST OF A FENCE POST NOW PAINTED YELLOW.
 BW1857'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1855 ***********************************************************************
 BW1855  DESIGNATION -  K 26 26 USE
 BW1855  PID         -  BW1855
 BW1855  STATE/COUNTY-  LA/CONCORDIA
 BW1855  USGS QUAD   -  SPOKANE (1976)
 BW1855
 BW1855                         *CURRENT SURVEY CONTROL
 BW1855  ___________________________________________________________________
 BW1855* NAD 83(1986)-  31 38 55.     (N)    091 26 06.     (W)     SCALED    
 BW1855* NAVD 88     -        19.948  (meters)      65.45   (feet)  ADJUSTED  
 BW1855  ___________________________________________________________________
 BW1855  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW1855  DYNAMIC HT  -          19.924 (meters)      65.37  (feet)  COMP
 BW1855  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 BW1855
 BW1855  VERT ORDER  -  FIRST     CLASS II
 BW1855
 BW1855.The horizontal coordinates were scaled from a topographic map and have
 BW1855.an estimated accuracy of +/- 6 seconds.
 BW1855
 BW1855.The orthometric height was determined by differential leveling
 BW1855.and adjusted by the National Geodetic Survey in February 1994..
 BW1855
 BW1855.The geoid height was determined by GEOID03.
 BW1855
 BW1855.The dynamic height is computed by dividing the NAVD 88
 BW1855.geopotential number by the normal gravity value computed on the
 BW1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1855.degrees latitude (g = 980.6199 gals.).
 BW1855
 BW1855.The modeled gravity was interpolated from observed gravity values.
 BW1855
 BW1855;                    North         East    Units  Estimated Accuracy
 BW1855;SPC LA N     -   127,850.    1,101,010.      MT  (+/- 180 meters Scaled)
 BW1855
 BW1855                          SUPERSEDED SURVEY CONTROL
 BW1855
 BW1855  NAVD 88 (06/15/91)   19.963  (m)           65.50   (f) UNKNOWN     1 2
 BW1855  NGVD 29 (??/??/??)   19.951  (m)           65.46   (f) ADJUSTED    1 2
 BW1855
 BW1855.Superseded values are not recommended for survey control.
 BW1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1855.See file dsdata.txt to determine how the superseded data were derived.
 BW1855
 BW1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR483025(NAD 83)
 BW1855_MARKER: DD = SURVEY DISK
 BW1855_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1855_SP_SET: COPPER-CLAD STEEL ROD
 BW1855_STAMPING: K 26-26-77
 BW1855_PROJECTION: RECESSED 5 CENTIMETERS
 BW1855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1855_ROD/PIPE-DEPTH: 40.2 meters
 BW1855
 BW1855  HISTORY     - Date     Condition        Report By
 BW1855  HISTORY     - 1977     MONUMENTED       USE
 BW1855  HISTORY     - 1979     GOOD             NGS
 BW1855
 BW1855                          STATION DESCRIPTION
 BW1855
 BW1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1855'12.4 MI SE FROM FERRIDAY.
 BW1855'3.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE JUNCTION
 BW1855'OF THE MENTIONED HIGHWAYS AT FERRIDAY, THENCE 8.65 MILES NORTHEAST
 BW1855'ALONG STATE HIGHWAY 3196 (A GRAVEL ROAD PARALLELING LEVEE), 0.05 MILE
 BW1855'EAST OF THE JUNCTION OF A RAMP ROAD LEADING TO TOP OF LEVEE, 134 FT.
 BW1855'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM THE LEVEE MARKER NUMBER
 BW1855'7350, 24 FT. NORTH OF THE CENTER OF THE ROAD, 2 FT. NORTH OF A FENCE,
 BW1855'AND 1.5 FT. SOUTH OF A POWER POLE.
 BW1855'NOTE-MARK CAN ALSO BE REACHED BY GOING 2.95 MILES SOUTHWEST ALONG
 BW1855'STATE HIGHWAY 3196 FROM THE JUNCTION OF STATE HIGHWAY 569 AT THE
 BW1855'SOUTHEAST END OF LAKE ST. JOHN.
 BW1855'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1853 ***********************************************************************
 BW1853  DESIGNATION -  K 26 27 USE
 BW1853  PID         -  BW1853
 BW1853  STATE/COUNTY-  LA/CONCORDIA
 BW1853  USGS QUAD   -  SPOKANE (1976)
 BW1853
 BW1853                         *CURRENT SURVEY CONTROL
 BW1853  ___________________________________________________________________
 BW1853* NAD 83(1986)-  31 38 45.     (N)    091 27 56.     (W)     SCALED    
 BW1853* NAVD 88     -        19.833  (meters)      65.07   (feet)  ADJUSTED  
 BW1853  ___________________________________________________________________
 BW1853  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW1853  DYNAMIC HT  -          19.810 (meters)      64.99  (feet)  COMP
 BW1853  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 BW1853
 BW1853  VERT ORDER  -  FIRST     CLASS II
 BW1853
 BW1853.The horizontal coordinates were scaled from a topographic map and have
 BW1853.an estimated accuracy of +/- 6 seconds.
 BW1853
 BW1853.The orthometric height was determined by differential leveling
 BW1853.and adjusted by the National Geodetic Survey in February 1994..
 BW1853
 BW1853.The geoid height was determined by GEOID03.
 BW1853
 BW1853.The dynamic height is computed by dividing the NAVD 88
 BW1853.geopotential number by the normal gravity value computed on the
 BW1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1853.degrees latitude (g = 980.6199 gals.).
 BW1853
 BW1853.The modeled gravity was interpolated from observed gravity values.
 BW1853
 BW1853;                    North         East    Units  Estimated Accuracy
 BW1853;SPC LA N     -   127,510.    1,098,110.      MT  (+/- 180 meters Scaled)
 BW1853
 BW1853                          SUPERSEDED SURVEY CONTROL
 BW1853
 BW1853  NAVD 88 (06/15/91)   19.849  (m)           65.12   (f) UNKNOWN     1 2
 BW1853  NGVD 29 (??/??/??)   19.837  (m)           65.08   (f) ADJUSTED    1 2
 BW1853
 BW1853.Superseded values are not recommended for survey control.
 BW1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1853.See file dsdata.txt to determine how the superseded data were derived.
 BW1853
 BW1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR454022(NAD 83)
 BW1853_MARKER: DD = SURVEY DISK
 BW1853_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1853_SP_SET: COPPER-CLAD STEEL ROD
 BW1853_STAMPING: K 26-27-77
 BW1853_PROJECTION: RECESSED 5 CENTIMETERS
 BW1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1853_ROD/PIPE-DEPTH: 43.6 meters
 BW1853
 BW1853  HISTORY     - Date     Condition        Report By
 BW1853  HISTORY     - 1977     MONUMENTED       USE
 BW1853  HISTORY     - 1979     GOOD             NGS
 BW1853
 BW1853                          STATION DESCRIPTION
 BW1853
 BW1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1853'10.5 MI SE FROM FERRIDAY.
 BW1853'3.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE JUNCTION
 BW1853'OF THE MENTIONED HIGHWAYS AT FERRIDAY, THENCE 6.75 MILES NORTHEAST
 BW1853'ALONG STATE HIGHWAY 3196, 0.05 MILE NORTHWEST OF A CATTLE GUARD,
 BW1853'0.10 MILE NORTHWEST OF THE JUNCTION OF THE OLD AND NEW LEVEE, 277 FT.
 BW1853'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 180 FT. EAST-NORTHEAST
 BW1853'OF A POWER POLE, 53 FT. SOUTHWEST OF THE CENTER OF THE OLD LEVEE,
 BW1853'5 FT. SOUTHWEST OF A TREE.
 BW1853'THE MARK IS 20 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1822 ***********************************************************************
 CQ1822  DESIGNATION -  K 260
 CQ1822  PID         -  CQ1822
 CQ1822  STATE/COUNTY-  LA/CADDO
 CQ1822  USGS QUAD   -  ELM GROVE (1980)
 CQ1822
 CQ1822                         *CURRENT SURVEY CONTROL
 CQ1822  ___________________________________________________________________
 CQ1822* NAD 83(1986)-  32 19 43.     (N)    093 36 11.     (W)     SCALED    
 CQ1822* NAVD 88     -        45.77   (+/-2cm)     150.2    (feet)  VERTCON   
 CQ1822  ___________________________________________________________________
 CQ1822  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1822
 CQ1822  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1822
 CQ1822.The horizontal coordinates were scaled from a topographic map and have
 CQ1822.an estimated accuracy of +/- 6 seconds.
 CQ1822
 CQ1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1822.The vertical order pertains to the NGVD 29 superseded value.
 CQ1822
 CQ1822.The geoid height was determined by GEOID03.
 CQ1822
 CQ1822;                    North         East    Units  Estimated Accuracy
 CQ1822;SPC LA N     -   203,280.      896,150.      MT  (+/- 180 meters Scaled)
 CQ1822
 CQ1822                          SUPERSEDED SURVEY CONTROL
 CQ1822
 CQ1822  NGVD 29 (??/??/??)   45.824  (m)          150.34   (f) ADJUSTED    1 1
 CQ1822
 CQ1822.Superseded values are not recommended for survey control.
 CQ1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1822.See file dsdata.txt to determine how the superseded data were derived.
 CQ1822
 CQ1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR432770(NAD 83)
 CQ1822_MARKER: DB = BENCH MARK DISK
 CQ1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1822_STAMPING: K 260 1969
 CQ1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1822+STABILITY: SURFACE MOTION
 CQ1822
 CQ1822  HISTORY     - Date     Condition        Report By
 CQ1822  HISTORY     - 1969     MONUMENTED       CGS
 CQ1822  HISTORY     - 1976     MARK NOT FOUND   USGS
 CQ1822  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1822  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ1822
 CQ1822                          STATION DESCRIPTION
 CQ1822
 CQ1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1822'11.35 MI SE FROM SHREVEPORT.
 CQ1822'ABOUT 11.35 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1822'STATION POST OFFICE AT SHREVEPORT, IN SECTION 30, T 16 N, R 12 W, 60
 CQ1822'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET
 CQ1822'NORTHEAST OF THE NORTHEAST RAIL OF THE TEXAS AND PACIFIC RAILROAD, 19
 CQ1822'FEET SOUTH OF THE SOUTHWEST END OF A CONCRETE HEADWALL OF A CONCRETE
 CQ1822'CULVERT, 7 FEET NORTHEAST OF A TELEPHONE POLE, 1.4 FEET SOUTHWEST OF A
 CQ1822'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 3
 CQ1822'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CQ1822'POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1822
 CQ1822                          STATION RECOVERY (1976)
 CQ1822
 CQ1822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1822'MARK NOT FOUND.
 CQ1822
 CQ1822                          STATION RECOVERY (1977)
 CQ1822
 CQ1822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1822'SEARCHED FOR BUT NOT RECOVERED.
 CQ1822
 CQ1822                          STATION RECOVERY (1994)
 CQ1822
 CQ1822'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1496 ***********************************************************************
 CQ1496  DESIGNATION -  K 261
 CQ1496  PID         -  CQ1496
 CQ1496  STATE/COUNTY-  LA/RED RIVER
 CQ1496  USGS QUAD   -  HARMON (1980)
 CQ1496
 CQ1496                         *CURRENT SURVEY CONTROL
 CQ1496  ___________________________________________________________________
 CQ1496* NAD 83(1986)-  32 04 43.     (N)    093 27 39.     (W)     SCALED    
 CQ1496* NAVD 88     -        42.175  (meters)     138.37   (feet)  ADJUSTED  
 CQ1496  ___________________________________________________________________
 CQ1496  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1496  DYNAMIC HT  -          42.127 (meters)     138.21  (feet)  COMP
 CQ1496  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CQ1496
 CQ1496  VERT ORDER  -  FIRST     CLASS I
 CQ1496
 CQ1496.The horizontal coordinates were scaled from a topographic map and have
 CQ1496.an estimated accuracy of +/- 6 seconds.
 CQ1496
 CQ1496.The orthometric height was determined by differential leveling
 CQ1496.and adjusted by the National Geodetic Survey in February 1994..
 CQ1496
 CQ1496.The geoid height was determined by GEOID03.
 CQ1496
 CQ1496.The dynamic height is computed by dividing the NAVD 88
 CQ1496.geopotential number by the normal gravity value computed on the
 CQ1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1496.degrees latitude (g = 980.6199 gals.).
 CQ1496
 CQ1496.The modeled gravity was interpolated from observed gravity values.
 CQ1496
 CQ1496;                    North         East    Units  Estimated Accuracy
 CQ1496;SPC LA N     -   175,430.      909,290.      MT  (+/- 180 meters Scaled)
 CQ1496
 CQ1496                          SUPERSEDED SURVEY CONTROL
 CQ1496
 CQ1496  NAVD 88 (06/15/91)   42.175  (m)          138.37   (f) UNKNOWN     1 1
 CQ1496  NGVD 29 (??/??/??)   42.235  (m)          138.57   (f) ADJUSTED    1 1
 CQ1496
 CQ1496.Superseded values are not recommended for survey control.
 CQ1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1496.See file dsdata.txt to determine how the superseded data were derived.
 CQ1496
 CQ1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR565492(NAD 83)
 CQ1496_MARKER: DB = BENCH MARK DISK
 CQ1496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1496_SP_SET: 82 FEET
 CQ1496_STAMPING: K 261 1969
 CQ1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1496
 CQ1496  HISTORY     - Date     Condition        Report By
 CQ1496  HISTORY     - 1969     MONUMENTED       CGS
 CQ1496  HISTORY     - 1977     GOOD             NGS
 CQ1496  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1496  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ1496
 CQ1496                          STATION DESCRIPTION
 CQ1496
 CQ1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1496'9.55 MI NW FROM COUSHATTA.
 CQ1496'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1496'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 7.05 MILES NORTHWEST
 CQ1496'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, IN SECTION 26, T 13 N, R 11
 CQ1496'W, 0.8 MILE SOUTHEAST OF THE GRAND BAYOU STATION SIGN, 124 FEET
 CQ1496'SOUTHWEST AND ACROSS THE TEXAS AND PACIFIC RAILROAD FROM THE CENTER
 CQ1496'LINE OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 29 FEET
 CQ1496'NORTHWEST OF TELEPHONE POLE NUMBER 99711, 15 FEET SOUTHEAST OF THE
 CQ1496'CENTER LINE OF A TRAIL ROAD, 2 FEET NORTHEAST OF A FENCE, 0.9 FOOT
 CQ1496'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CQ1496'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 CQ1496'TO A DEPTH OF 82 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH
 CQ1496'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1496
 CQ1496                          STATION RECOVERY (1977)
 CQ1496
 CQ1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1496'RECOVERED IN GOOD CONDITION.
 CQ1496
 CQ1496                          STATION RECOVERY (1987)
 CQ1496
 CQ1496'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1496'MARK NOT FOUND.
 CQ1496
 CQ1496                          STATION RECOVERY (1997)
 CQ1496
 CQ1496'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1104 ***********************************************************************
 BX1104  DESIGNATION -  K 262
 BX1104  PID         -  BX1104
 BX1104  STATE/COUNTY-  LA/RAPIDES
 BX1104  USGS QUAD   -  BOYCE (1992)
 BX1104
 BX1104                         *CURRENT SURVEY CONTROL
 BX1104  ___________________________________________________________________
 BX1104* NAD 83(1986)-  31 22 41.     (N)    092 38 37.     (W)     SCALED    
 BX1104* NAVD 88     -        27.003  (meters)      88.59   (feet)  ADJUSTED  
 BX1104  ___________________________________________________________________
 BX1104  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BX1104  DYNAMIC HT  -          26.971 (meters)      88.49  (feet)  COMP
 BX1104  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 BX1104
 BX1104  VERT ORDER  -  FIRST     CLASS I
 BX1104
 BX1104.The horizontal coordinates were scaled from a topographic map and have
 BX1104.an estimated accuracy of +/- 6 seconds.
 BX1104
 BX1104.The orthometric height was determined by differential leveling
 BX1104.and adjusted by the National Geodetic Survey in February 1994..
 BX1104
 BX1104.The geoid height was determined by GEOID03.
 BX1104
 BX1104.The dynamic height is computed by dividing the NAVD 88
 BX1104.geopotential number by the normal gravity value computed on the
 BX1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1104.degrees latitude (g = 980.6199 gals.).
 BX1104
 BX1104.The modeled gravity was interpolated from observed gravity values.
 BX1104
 BX1104;                    North         East    Units  Estimated Accuracy
 BX1104;SPC LA N     -    97,360.      986,340.      MT  (+/- 180 meters Scaled)
 BX1104
 BX1104                          SUPERSEDED SURVEY CONTROL
 BX1104
 BX1104  NAVD 88 (06/15/91)   27.003  (m)           88.59   (f) UNKNOWN     1 1
 BX1104  NGVD 29 (??/??/??)   27.000  (m)           88.58   (f) ADJUSTED    1 1
 BX1104
 BX1104.Superseded values are not recommended for survey control.
 BX1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1104.See file dsdata.txt to determine how the superseded data were derived.
 BX1104
 BX1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ338715(NAD 83)
 BX1104_MARKER: DB = BENCH MARK DISK
 BX1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1104_SP_SET: CULVERT
 BX1104_STAMPING: K 262 1969
 BX1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1104
 BX1104  HISTORY     - Date     Condition        Report By
 BX1104  HISTORY     - 1969     MONUMENTED       CGS
 BX1104  HISTORY     - 1970     GOOD             NGS
 BX1104  HISTORY     - 1977     GOOD             NGS
 BX1104  HISTORY     - 1988     GOOD             USPSQD
 BX1104  HISTORY     - 19990424 GOOD             USPSQD
 BX1104
 BX1104                          STATION DESCRIPTION
 BX1104
 BX1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1104'1.95 MI SE FROM BOYCE.
 BX1104'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1104'BOYCE, THENCE 1.8 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1104'1 3/4 POLES WEST OF MILEPOST 207, 6 1/2 FEET SOUTH OF THE SOUTH RAIL,
 BX1104'SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL OF A
 BX1104'2-CHANNEL CONCRETE CULVERT WHICH IS DATED 1923, ABOUT 1/2 FOOT BELOW
 BX1104'THE LEVEL OF THE TRACK.
 BX1104
 BX1104                          STATION RECOVERY (1977)
 BX1104
 BX1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1104'RECOVERED IN GOOD CONDITION.
 BX1104
 BX1104                          STATION RECOVERY (1988)
 BX1104
 BX1104'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 BX1104'RECOVERED IN GOOD CONDITION.
 BX1104
 BX1104                          STATION RECOVERY (1999)
 BX1104
 BX1104'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1821 ***********************************************************************
 BX1821  DESIGNATION -  K 264
 BX1821  PID         -  BX1821
 BX1821  STATE/COUNTY-  LA/RED RIVER
 BX1821  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1821
 BX1821                         *CURRENT SURVEY CONTROL
 BX1821  ___________________________________________________________________
 BX1821* NAD 83(1986)-  31 58 31.     (N)    093 12 06.     (W)     SCALED    
 BX1821* NAVD 88     -        52.43   (+/-2cm)     172.0    (feet)  VERTCON   
 BX1821  ___________________________________________________________________
 BX1821  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1821
 BX1821  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1821
 BX1821.The horizontal coordinates were scaled from a topographic map and have
 BX1821.an estimated accuracy of +/- 6 seconds.
 BX1821
 BX1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1821.The vertical order pertains to the NGVD 29 superseded value.
 BX1821
 BX1821.The geoid height was determined by GEOID03.
 BX1821
 BX1821;                    North         East    Units  Estimated Accuracy
 BX1821;SPC LA N     -   163,790.      933,690.      MT  (+/- 180 meters Scaled)
 BX1821
 BX1821                          SUPERSEDED SURVEY CONTROL
 BX1821
 BX1821  NGVD 29 (??/??/??)   52.483  (m)          172.19   (f) ADJUSTED    1 1
 BX1821
 BX1821.Superseded values are not recommended for survey control.
 BX1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1821.See file dsdata.txt to determine how the superseded data were derived.
 BX1821
 BX1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR809377(NAD 83)
 BX1821_MARKER: DB = BENCH MARK DISK
 BX1821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1821_SP_SET: CULVERT
 BX1821_STAMPING: K 264 1969
 BX1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1821+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1821
 BX1821  HISTORY     - Date     Condition        Report By
 BX1821  HISTORY     - 1969     MONUMENTED       CGS
 BX1821  HISTORY     - 20010922 GOOD             USPSQD
 BX1821  HISTORY     - 20060610 GOOD             USPSQD
 BX1821
 BX1821                          STATION DESCRIPTION
 BX1821
 BX1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1821'8.65 MI NW FROM CAMPTI.
 BX1821'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1821'AT CAMPTI, THENCE 8.4 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1821'OR ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY
 BX1821'FROM THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S.
 BX1821'HIGHWAY 84, THENCE 8.2 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1821'IN SECTION 33, T 12 N, R 8 W, 0.15 MILE WEST OF THE JUNCTION OF THE
 BX1821'HIGHWAY AND STATE HIGHWAY 507, 26 FEET SOUTH OF THE CENTER LINE OF THE
 BX1821'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL
 BX1821'OF A THREE-CHANNEL CONCRETE CULVERT, 17 NORTHWEST OF TELEPHONE POLE
 BX1821'NUMBER 158, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BX1821
 BX1821                          STATION RECOVERY (2001)
 BX1821
 BX1821'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1821'RECOVERED IN GOOD CONDITION.
 BX1821
 BX1821                          STATION RECOVERY (2006)
 BX1821
 BX1821'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1823 ***********************************************************************
 BX1823  DESIGNATION -  K 265
 BX1823  PID         -  BX1823
 BX1823  STATE/COUNTY-  LA/NATCHITOCHES
 BX1823  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1823
 BX1823                         *CURRENT SURVEY CONTROL
 BX1823  ___________________________________________________________________
 BX1823* NAD 83(1986)-  31 58 00.     (N)    093 10 36.     (W)     SCALED    
 BX1823* NAVD 88     -        56.82   (+/-2cm)     186.4    (feet)  VERTCON   
 BX1823  ___________________________________________________________________
 BX1823  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1823
 BX1823  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1823
 BX1823.The horizontal coordinates were scaled from a topographic map and have
 BX1823.an estimated accuracy of +/- 6 seconds.
 BX1823
 BX1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1823.The vertical order pertains to the NGVD 29 superseded value.
 BX1823
 BX1823.The geoid height was determined by GEOID03.
 BX1823
 BX1823;                    North         East    Units  Estimated Accuracy
 BX1823;SPC LA N     -   162,820.      936,040.      MT  (+/- 180 meters Scaled)
 BX1823
 BX1823                          SUPERSEDED SURVEY CONTROL
 BX1823
 BX1823  NGVD 29 (??/??/??)   56.874  (m)          186.59   (f) ADJUSTED    1 1
 BX1823
 BX1823.Superseded values are not recommended for survey control.
 BX1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1823.See file dsdata.txt to determine how the superseded data were derived.
 BX1823
 BX1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR833367(NAD 83)
 BX1823_MARKER: DB = BENCH MARK DISK
 BX1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1823_STAMPING: K 265 1969
 BX1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1823+STABILITY: SURFACE MOTION
 BX1823
 BX1823  HISTORY     - Date     Condition        Report By
 BX1823  HISTORY     - 1969     MONUMENTED       CGS
 BX1823  HISTORY     - 1986     GOOD             USPSQD
 BX1823  HISTORY     - 19950507 GOOD             USPSQD
 BX1823  HISTORY     - 20010922 GOOD             USPSQD
 BX1823
 BX1823                          STATION DESCRIPTION
 BX1823
 BX1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1823'7.15 MI NW FROM CAMPTI.
 BX1823'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1823'AT CAMPTI, THENCE 6.9 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1823'IN SECTION 3, T 11 N, R 8 W, 0.2 MILE NORTHWEST OF A TEXACO SERVICE
 BX1823'STATION AND STORE, 46 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX1823'HIGHWAY, 47 1/2 FEET SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 BX1823'MARKER, 23 1/2 FEET EAST OF TELEPHONE POLE NUMBER 77, 1.6 FEET
 BX1823'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 BX1823'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BX1823'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1823
 BX1823                          STATION RECOVERY (1986)
 BX1823
 BX1823'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGC)
 BX1823'RECOVERED IN GOOD CONDITION.
 BX1823
 BX1823                          STATION RECOVERY (1995)
 BX1823
 BX1823'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1823'RECOVERED IN GOOD CONDITION.
 BX1823
 BX1823                          STATION RECOVERY (2001)
 BX1823
 BX1823'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0662 ***********************************************************************
 BK0662  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0662  DESIGNATION -  K 267
 BK0662  PID         -  BK0662
 BK0662  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0662  USGS QUAD   -  JENNINGS (1993)
 BK0662
 BK0662                         *CURRENT SURVEY CONTROL
 BK0662  ___________________________________________________________________
 BK0662* NAD 83(1992)-  30 13 54.57864(N)    092 43 25.78213(W)     ADJUSTED  
 BK0662* NAVD 88     -         5.52 **(meters)      18.1  **(feet)  LEVELING(2004.65)
 BK0662  **This station is located in a subsidence area (see below).
 BK0662  **This station is included in the VTDP model (see below).
 BK0662  ___________________________________________________________________
 BK0662  EPOCH DATE  -        2004.65
 BK0662  X           -    -262,099.417 (meters)                     COMP
 BK0662  Y           -  -5,509,112.023 (meters)                     COMP
 BK0662  Z           -   3,192,592.765 (meters)                     COMP
 BK0662  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK0662  ELLIP HEIGHT-         -21.80  (meters)          (06/22/05) GPS OBS
 BK0662  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK0662  DYNAMIC HT  -           5.52  (meters)      18.1   (feet)  COMP
 BK0662  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 BK0662
 BK0662  HORZ ORDER  -  B
 BK0662  VERT ORDER  -  THIRD
 BK0662  ELLP ORDER  -  FOURTH    CLASS I
 BK0662
 BK0662.The horizontal coordinates were established by GPS observations
 BK0662.and adjusted by the National Geodetic Survey in June 2005..
 BK0662.The horizontal coordinates are valid at the epoch date displayed above.
 BK0662.The epoch date for horizontal control is a decimal equivalence
 BK0662.of Year/Month/Day.
 BK0662
 BK0662 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0662 ** and geoid heights are valid at the date of observation. These heights
 BK0662 ** must always be validated when used as control.
 BK0662 ** The orthometric height was determined with a Vertical Time-dependent
 BK0662 ** Positioning (VTDP) model and has been validated through GPS observations
 BK0662 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BK0662 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0662 ** epoch indicated which incorporates improved geoid heights for the
 BK0662 ** Southern Louisiana Subsidence area
 BK0662 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0662.The orthometric height was determined by differential leveling.
 BK0662.The vertical network tie was performed by a horz. field party for horz.
 BK0662.obs reductions. Reset procedures were used to establish the elevation.
 BK0662
 BK0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0662
 BK0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0662
 BK0662.The ellipsoidal height was determined by GPS observations
 BK0662.and is referenced to NAD 83.
 BK0662
 BK0662.The geoid height was determined by GEOID03.
 BK0662
 BK0662.The dynamic height is computed by dividing the NAVD 88
 BK0662.geopotential number by the normal gravity value computed on the
 BK0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0662.degrees latitude (g = 980.6199 gals.).
 BK0662
 BK0662.The modeled gravity was interpolated from observed gravity values.
 BK0662
 BK0662;                    North         East     Units Scale Factor Converg.
 BK0662;SPC LA S     -   192,775.714   866,161.381   MT  0.99993384   -0 41 43.0
 BK0662;SPC LA S     -   632,464.99  2,841,731.13   sFT  0.99993384   -0 41 43.0
 BK0662;UTM  15      - 3,344,506.407   526,574.038   MT  0.99960871   +0 08 20.6
 BK0662
 BK0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0662!SPC LA S     -   1.00000342  x   0.99993384  =   0.99993726
 BK0662!UTM  15      -   1.00000342  x   0.99960871  =   0.99961213
 BK0662
 BK0662                          SUPERSEDED SURVEY CONTROL
 BK0662
 BK0662  NAVD 88 (02/14/94)    5.737  (m)           18.82   (f) ADJUSTED    1 1
 BK0662  NAVD 88 (06/15/91)    5.737  (m)           18.82   (f) UNKNOWN     1 1
 BK0662  NGVD 29 (??/??/??)    5.711  (m)           18.74   (f) ADJUSTED    1 1
 BK0662
 BK0662.Superseded values are not recommended for survey control.
 BK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0662.See file dsdata.txt to determine how the superseded data were derived.
 BK0662
 BK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2657444506(NAD 83)
 BK0662_MARKER: DB = BENCH MARK DISK
 BK0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK0662_SP_SET: COPPER-CLAD STEEL ROD
 BK0662_STAMPING: K 267 1969
 BK0662_MARK LOGO: CGS   
 BK0662_PROJECTION: RECESSED 15 CENTIMETERS
 BK0662_MAGNETIC: I = MARKER IS A STEEL ROD
 BK0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0662+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK0662_ROD/PIPE-DEPTH: 21.9 meters
 BK0662
 BK0662  HISTORY     - Date     Condition        Report By
 BK0662  HISTORY     - 1969     MONUMENTED       CGS
 BK0662  HISTORY     - 1970     GOOD             NGS
 BK0662  HISTORY     - 1981     GOOD             NGS
 BK0662  HISTORY     - 1986     GOOD             NGS
 BK0662  HISTORY     - 20040428 GOOD             NGS
 BK0662  HISTORY     - 20051017 GOOD             NGS
 BK0662
 BK0662                          STATION DESCRIPTION
 BK0662
 BK0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0662'1.4 MI E FROM ROANOKE.
 BK0662'ABOUT 1.4 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE JUNCTION OF U.S.
 BK0662'HIGHWAY 90 AND STATE HIGHWAY 395 AT ROANOKE, 134 FEET NORTHWEST OF THE
 BK0662'CENTER OF AN INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD, 44 FEET
 BK0662'WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 15 1/2 FEET WEST OF THE
 BK0662'SOUTHEAST CORNER OF A 20 FOOT JOG IN A CHAIN LINK FENCE THAT PARALLELS
 BK0662'THE EAST SIDE OF AN ELECTRIC SUBSTATION, 4 1/2 FEET EAST OF THE
 BK0662'NORTHWEST CORNER OF THE JOG IN THE FENCE, 1 FOOT SOUTH OF THE FENCE,
 BK0662'0.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 BK0662'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BK0662'DEPTH OF 72 FEET AND IS ENCADES IN A 4-INCH METAL PIPE THAT IS LEVEL
 BK0662'WITH THE SURFACE OF THE GROUND.  SECTION 36, T 9S, R 4W.
 BK0662
 BK0662                          STATION RECOVERY (1981)
 BK0662
 BK0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK0662'RECOVERED IN GOOD CONDITION.
 BK0662
 BK0662                          STATION RECOVERY (1986)
 BK0662
 BK0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0662'RECOVERED IN GOOD CONDITION.
 BK0662
 BK0662                          STATION RECOVERY (2004)
 BK0662
 BK0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0662'THE STATION IS LOCATED ABOUT 1.4 MI EAST OF ROANOKE ON PROPERTY
 BK0662'BELONGING TO THE ENTERGY GULF  STATES UTILITY CO.
 BK0662' 
 BK0662'TO REACH THE STATION FROM INTERSECTION OF US HIGHWAY 90 AND STATE
 BK0662'HIGHWAY 395 IN ROANOKE GO  EAST FOR 1.4 MI ALONG HIGHWAY 90 TO THE
 BK0662'INTERSECTION OF FARM SUPPLY ROAD, TURN LEFT AND GO  NORTH FOR 0.05 MI
 BK0662'ALONG FARM SUPPLY ROAD TO THE STATION ON THE LEFT IN THE JOG OF A
 BK0662'CHAIN LINK  FENCE SURROUNDING A POWER SUB STATION.
 BK0662' 
 BK0662'THE STATION IS LOCATED 13.6 M WEST OF THE CENTER OF FARM SUPPLY ROAD,
 BK0662'10.5 M NORTH-NORTHEAST OF  A GRAVEL ENTRANCE DRIVE LEADING TO THE SUB
 BK0662'STATION, 1.4 M EAST-NORTHEAST OF A JOG IN THE CHAIN  LINK FENCE, 0.5 M
 BK0662'SOUTH OF THE FENCE, 0.2 M SOUTH OF A METAL POST WITH WITNESS SIGN
 BK0662'ATTACHED, AND  THE DISK IS RECESSED 0.15 M BELOW THE SURROUNDING
 BK0662'GROUND SURFACE.
 BK0662
 BK0662                          STATION RECOVERY (2005)
 BK0662
 BK0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1731 ***********************************************************************
 BK1731  DESIGNATION -  K 269
 BK1731  PID         -  BK1731
 BK1731  STATE/COUNTY-  LA/CALCASIEU
 BK1731  USGS QUAD   -  ECHO (1994)
 BK1731
 BK1731                         *CURRENT SURVEY CONTROL
 BK1731  ___________________________________________________________________
 BK1731* NAD 83(1986)-  30 09 07.     (N)    093 41 03.     (W)     SCALED    
 BK1731* NAVD 88     -         3.051  (meters)      10.01   (feet)  ADJUSTED  
 BK1731  ___________________________________________________________________
 BK1731  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1731  DYNAMIC HT  -           3.047 (meters)      10.00  (feet)  COMP
 BK1731  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 BK1731
 BK1731  VERT ORDER  -  FIRST     CLASS I
 BK1731
 BK1731.The horizontal coordinates were scaled from a topographic map and have
 BK1731.an estimated accuracy of +/- 6 seconds.
 BK1731
 BK1731.The orthometric height was determined by differential leveling
 BK1731.and adjusted by the National Geodetic Survey in June 1991..
 BK1731.WARNING-Repeat measurements at this control monument indicate possible
 BK1731.vertical movement.
 BK1731
 BK1731.The geoid height was determined by GEOID03.
 BK1731
 BK1731.The dynamic height is computed by dividing the NAVD 88
 BK1731.geopotential number by the normal gravity value computed on the
 BK1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1731.degrees latitude (g = 980.6199 gals.).
 BK1731
 BK1731.The modeled gravity was interpolated from observed gravity values.
 BK1731
 BK1731;                    North         East    Units  Estimated Accuracy
 BK1731;SPC LA S     -   185,430.      773,560.      MT  (+/- 180 meters Scaled)
 BK1731
 BK1731                          SUPERSEDED SURVEY CONTROL
 BK1731
 BK1731  NGVD 29 (??/??/??)    3.007  (m)            9.87   (f) ADJUSTED    1 1
 BK1731
 BK1731.Superseded values are not recommended for survey control.
 BK1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1731.See file dsdata.txt to determine how the superseded data were derived.
 BK1731
 BK1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP341358(NAD 83)
 BK1731_MARKER: DB = BENCH MARK DISK
 BK1731_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK1731_SP_SET: PIER
 BK1731_STAMPING: K 269 1972
 BK1731_MARK LOGO: NGS   
 BK1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1731
 BK1731  HISTORY     - Date     Condition        Report By
 BK1731  HISTORY     - 1972     MONUMENTED       NGS
 BK1731  HISTORY     - 1981     GOOD             NGS
 BK1731  HISTORY     - 1986     GOOD             NGS
 BK1731  HISTORY     - 20041009 GOOD             USPSQD
 BK1731
 BK1731                          STATION DESCRIPTION
 BK1731
 BK1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1731'7.0 MI SW FROM VINTON.
 BK1731'ABOUT 7.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1731'MUNICIPAL BUILDING AT VINTON, 11-3/4 POLES EAST OF MILEPOST 249, SET
 BK1731'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE PIER FOR RAILROAD
 BK1731'BRIDGE OVER BIG BAYOU, 4.5 FEET NORTH OF THE NORTH RAIL, 0.5 FOOT EAST
 BK1731'OF THE NORTH CONCRETE DECKING OF BRIDGE AND ABOUT 3 FEET BELOW THE
 BK1731'LEVEL OF THE TRACK.
 BK1731
 BK1731                          STATION RECOVERY (1981)
 BK1731
 BK1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1731'RECOVERED IN GOOD CONDITION.
 BK1731
 BK1731                          STATION RECOVERY (1986)
 BK1731
 BK1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1731'RECOVERED IN GOOD CONDITION.
 BK1731
 BK1731                          STATION RECOVERY (2004)
 BK1731
 BK1731'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1932 ***********************************************************************
 BX1932  DESIGNATION -  K 27
 BX1932  PID         -  BX1932
 BX1932  STATE/COUNTY-  LA/SABINE
 BX1932  USGS QUAD   -  MANY (1994)
 BX1932
 BX1932                         *CURRENT SURVEY CONTROL
 BX1932  ___________________________________________________________________
 BX1932* NAD 83(1986)-  31 34 06.     (N)    093 29 03.     (W)     SCALED    
 BX1932* NAVD 88     -        88.36   (+/-2cm)     289.9    (feet)  VERTCON   
 BX1932  ___________________________________________________________________
 BX1932  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX1932
 BX1932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1932
 BX1932.The horizontal coordinates were scaled from a topographic map and have
 BX1932.an estimated accuracy of +/- 6 seconds.
 BX1932
 BX1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1932.The vertical order pertains to the NGVD 29 superseded value.
 BX1932
 BX1932.The geoid height was determined by GEOID03.
 BX1932
 BX1932;                    North         East    Units  Estimated Accuracy
 BX1932;SPC LA N     -   118,880.      906,580.      MT  (+/- 180 meters Scaled)
 BX1932
 BX1932                          SUPERSEDED SURVEY CONTROL
 BX1932
 BX1932  NGVD 29 (??/??/??)   88.446  (m)          290.18   (f) ADJUSTED    2 0
 BX1932
 BX1932.Superseded values are not recommended for survey control.
 BX1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1932.See file dsdata.txt to determine how the superseded data were derived.
 BX1932
 BX1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ540926(NAD 83)
 BX1932_MARKER: DB = BENCH MARK DISK
 BX1932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1932_SP_SET: FOUNDATION
 BX1932_STAMPING: K 27 1934
 BX1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1932
 BX1932  HISTORY     - Date     Condition        Report By
 BX1932  HISTORY     - 1934     MONUMENTED       CGS
 BX1932  HISTORY     - 1938     GOOD             CGS
 BX1932  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1932  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1932
 BX1932                          STATION DESCRIPTION
 BX1932
 BX1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1932'IN MANY.
 BX1932'DISK SET HORIZONTALLY IN THE E ENTRANCE OF COUNTY COURT HOUSE.  ON THE
 BX1932'S SIDE OF ENTRANCE AND ON THE SECOND STEP ABOVE THE SIDEWALK.  1 1/2
 BX1932'FEET ABOVE THE GROUND.
 BX1932
 BX1932                          STATION RECOVERY (1938)
 BX1932
 BX1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 BX1932'RECOVERED IN GOOD CONDITION.
 BX1932
 BX1932                          STATION RECOVERY (2001)
 BX1932
 BX1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1932'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1932
 BX1932                          STATION RECOVERY (2001)
 BX1932
 BX1932'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2216 ***********************************************************************
 CQ2216  DESIGNATION -  K 270
 CQ2216  PID         -  CQ2216
 CQ2216  STATE/COUNTY-  LA/DE SOTO
 CQ2216  USGS QUAD   -  LONGSTREET (1972)
 CQ2216
 CQ2216                         *CURRENT SURVEY CONTROL
 CQ2216  ___________________________________________________________________
 CQ2216* NAD 83(1986)-  32 05 12.     (N)    093 57 11.     (W)     SCALED    
 CQ2216* NAVD 88     -        94.080  (meters)     308.66   (feet)  ADJUSTED  
 CQ2216  ___________________________________________________________________
 CQ2216  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2216  DYNAMIC HT  -          93.971 (meters)     308.30  (feet)  COMP
 CQ2216  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CQ2216
 CQ2216  VERT ORDER  -  FIRST     CLASS II
 CQ2216
 CQ2216.The horizontal coordinates were scaled from a topographic map and have
 CQ2216.an estimated accuracy of +/- 6 seconds.
 CQ2216
 CQ2216.The orthometric height was determined by differential leveling
 CQ2216.and adjusted by the National Geodetic Survey in June 1991..
 CQ2216
 CQ2216.The geoid height was determined by GEOID03.
 CQ2216
 CQ2216.The dynamic height is computed by dividing the NAVD 88
 CQ2216.geopotential number by the normal gravity value computed on the
 CQ2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2216.degrees latitude (g = 980.6199 gals.).
 CQ2216
 CQ2216.The modeled gravity was interpolated from observed gravity values.
 CQ2216
 CQ2216;                    North         East    Units  Estimated Accuracy
 CQ2216;SPC LA N     -   176,840.      862,840.      MT  (+/- 180 meters Scaled)
 CQ2216
 CQ2216                          SUPERSEDED SURVEY CONTROL
 CQ2216
 CQ2216  NGVD 29 (??/??/??)   94.143  (m)          308.87   (f) ADJUSTED    1 2
 CQ2216
 CQ2216.Superseded values are not recommended for survey control.
 CQ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2216.See file dsdata.txt to determine how the superseded data were derived.
 CQ2216
 CQ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR100504(NAD 83)
 CQ2216_MARKER: DB = BENCH MARK DISK
 CQ2216_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2216_SP_SET: STAINLESS STEEL ROD
 CQ2216_STAMPING: K 270 1979
 CQ2216_PROJECTION: FLUSH
 CQ2216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2216+STABILITY: POSITION/ELEVATION WELL
 CQ2216_ROD/PIPE-DEPTH: 6.10 meters
 CQ2216
 CQ2216  HISTORY     - Date     Condition        Report By
 CQ2216  HISTORY     - 1979     MONUMENTED       NGS
 CQ2216  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ2216
 CQ2216                          STATION DESCRIPTION
 CQ2216
 CQ2216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2216'0.8 MI SW FROM LONGSTREET.
 CQ2216'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 CQ2216'LONGSTREET, AT THE JUNCTION OF A SIDE ROAD LEADING EAST, 47.0 FT.
 CQ2216'EAST OF THE CENTERLINE OF THE HIGHWAY, 77.0 FT. SOUTH OF THE
 CQ2216'CENTERLINE OF THE ROAD, 41.5 FT. WEST OF THE WEST RAIL OF THE
 CQ2216'SOUTHERN PACIFIC RAILROAD, 26.0 FT. EAST OF THE CENTER OF THE
 CQ2216'EAST END OF A CONCRETE CULVERT UNDER THE HIGHWAY, 3.5 FT. NORTH OF
 CQ2216'A POWERLINE POLE, 4.5 FT. NORTHEAST OF A TELEPHONE JUNCTION BOX.
 CQ2216'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CQ2216'PLASTIC SCREW PLUG.
 CQ2216'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CQ2216'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ2216
 CQ2216                          STATION RECOVERY (1996)
 CQ2216
 CQ2216'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2189 ***********************************************************************
 CQ2189  DESIGNATION -  K 272
 CQ2189  PID         -  CQ2189
 CQ2189  STATE/COUNTY-  LA/CADDO
 CQ2189  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2189
 CQ2189                         *CURRENT SURVEY CONTROL
 CQ2189  ___________________________________________________________________
 CQ2189* NAD 83(1986)-  32 29 43.     (N)    093 45 34.     (W)     SCALED    
 CQ2189* NAVD 88     -        73.066  (meters)     239.72   (feet)  ADJUSTED  
 CQ2189  ___________________________________________________________________
 CQ2189  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ2189  DYNAMIC HT  -          72.984 (meters)     239.45  (feet)  COMP
 CQ2189  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CQ2189
 CQ2189  VERT ORDER  -  FIRST     CLASS II
 CQ2189
 CQ2189.The horizontal coordinates were scaled from a topographic map and have
 CQ2189.an estimated accuracy of +/- 6 seconds.
 CQ2189
 CQ2189.The orthometric height was determined by differential leveling
 CQ2189.and adjusted by the National Geodetic Survey in June 1991..
 CQ2189
 CQ2189.The geoid height was determined by GEOID03.
 CQ2189
 CQ2189.The dynamic height is computed by dividing the NAVD 88
 CQ2189.geopotential number by the normal gravity value computed on the
 CQ2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2189.degrees latitude (g = 980.6199 gals.).
 CQ2189
 CQ2189.The modeled gravity was interpolated from observed gravity values.
 CQ2189
 CQ2189;                    North         East    Units  Estimated Accuracy
 CQ2189;SPC LA N     -   221,920.      881,640.      MT  (+/- 180 meters Scaled)
 CQ2189
 CQ2189                          SUPERSEDED SURVEY CONTROL
 CQ2189
 CQ2189  NGVD 29 (??/??/??)   73.137  (m)          239.95   (f) ADJUSTED    1 2
 CQ2189
 CQ2189.Superseded values are not recommended for survey control.
 CQ2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2189.See file dsdata.txt to determine how the superseded data were derived.
 CQ2189
 CQ2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR286955(NAD 83)
 CQ2189_MARKER: DB = BENCH MARK DISK
 CQ2189_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2189_SP_SET: STAINLESS STEEL ROD
 CQ2189_STAMPING: K 272 1979
 CQ2189_PROJECTION: FLUSH
 CQ2189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2189+STABILITY: POSITION/ELEVATION WELL
 CQ2189_ROD/PIPE-DEPTH: 4.57 meters
 CQ2189
 CQ2189  HISTORY     - Date     Condition        Report By
 CQ2189  HISTORY     - 1979     MONUMENTED       NGS
 CQ2189  HISTORY     - 1989     GOOD             USPSQD
 CQ2189  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ2189
 CQ2189                          STATION DESCRIPTION
 CQ2189
 CQ2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2189'0.5 MI SW FROM SHREVEPORT.
 CQ2189'0.5 MILE SOUTHWEST ALONG TEXAS AVENUE FROM THE JUNCTION OF
 CQ2189'MURPHY STREET AT THE CITY HALL IN SHREVEPORT, AT THE INTERSECTION
 CQ2189'OF 1600 TEXAS AVENUE AND 1700 VAN LOAN STREET, AT THE SOUTHWEST
 CQ2189'CORNER OF AND IN LINE WITH THE WEST FACE OF THE FIRST NATIONAL
 CQ2189'BANK, 124.0 FT. SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE,
 CQ2189'114.0 FT. SOUTHEAST OF A FLAGPOLE, 88.0 FT. WEST OF THE CENTERLINE
 CQ2189'OF THE STREET, 51.0 FT. SOUTH OF THE SOUTHEAST FACE OF THE
 CQ2189'BANK.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 CQ2189'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2189'THE MARK IS ABOVE LEVEL WITH TEXAS AVENUE.
 CQ2189
 CQ2189                          STATION RECOVERY (1989)
 CQ2189
 CQ2189'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 CQ2189'RECOVERED IN GOOD CONDITION.
 CQ2189
 CQ2189                          STATION RECOVERY (1999)
 CQ2189
 CQ2189'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1537 ***********************************************************************
 BJ1537  DESIGNATION -  K 275
 BJ1537  PID         -  BJ1537
 BJ1537  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1537  USGS QUAD   -  MANCHAC (1979)
 BJ1537
 BJ1537                         *CURRENT SURVEY CONTROL
 BJ1537  ___________________________________________________________________
 BJ1537* NAD 83(1986)-  30 20 28.     (N)    090 24 43.     (W)     SCALED    
 BJ1537* NAVD 88     -         1.558  (meters)       5.11   (feet)  ADJUSTED  
 BJ1537  ___________________________________________________________________
 BJ1537  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ1537  DYNAMIC HT  -           1.556 (meters)       5.11  (feet)  COMP
 BJ1537  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ1537
 BJ1537  VERT ORDER  -  FIRST     CLASS I
 BJ1537
 BJ1537.The horizontal coordinates were scaled from a topographic map and have
 BJ1537.an estimated accuracy of +/- 6 seconds.
 BJ1537
 BJ1537.The orthometric height was determined by differential leveling
 BJ1537.and adjusted by the National Geodetic Survey in February 1994..
 BJ1537
 BJ1537.The geoid height was determined by GEOID03.
 BJ1537
 BJ1537.The dynamic height is computed by dividing the NAVD 88
 BJ1537.geopotential number by the normal gravity value computed on the
 BJ1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1537.degrees latitude (g = 980.6199 gals.).
 BJ1537
 BJ1537.The modeled gravity was interpolated from observed gravity values.
 BJ1537
 BJ1537;                    North         East    Units  Estimated Accuracy
 BJ1537;SPC LA S     -   204,430.    1,088,590.      MT  (+/- 180 meters Scaled)
 BJ1537
 BJ1537                          SUPERSEDED SURVEY CONTROL
 BJ1537
 BJ1537  NAVD 88 (06/15/91)    1.607  (m)            5.27   (f) UNKNOWN     1 1
 BJ1537  NGVD 29 (??/??/??)    1.591  (m)            5.22   (f) ADJUSTED    1 1
 BJ1537
 BJ1537.Superseded values are not recommended for survey control.
 BJ1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1537.See file dsdata.txt to determine how the superseded data were derived.
 BJ1537
 BJ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP487594(NAD 83)
 BJ1537_MARKER: DB = BENCH MARK DISK
 BJ1537_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1537_SP_SET: BRIDGE ABUTMENT
 BJ1537_STAMPING: K 275 1969
 BJ1537_MARK LOGO: CGS   
 BJ1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1537+STABILITY: SURFACE MOTION
 BJ1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1537+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1537
 BJ1537  HISTORY     - Date     Condition        Report By
 BJ1537  HISTORY     - 1969     MONUMENTED       CGS
 BJ1537  HISTORY     - 1978     GOOD             USE
 BJ1537  HISTORY     - 1986     GOOD             NGS
 BJ1537  HISTORY     - 19920617 GOOD             NGS
 BJ1537
 BJ1537                          STATION DESCRIPTION
 BJ1537
 BJ1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1537'3.65 MI N FROM MANCHAC.
 BJ1537'ABOUT 3.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1537'NORTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.2 MILE NORTH
 BJ1537'OF MILEPOST 871, ALONG U. S. HIGHWAY 51, 158 FEET WEST OF THE WEST
 BJ1537'RAIL, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET ON THE TOP
 BJ1537'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT FOR A 100 FOOT LONG
 BJ1537'BRIDGE OVER A BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY.  IN SECTION 20,
 BJ1537'R 8 E, T 8 S.
 BJ1537
 BJ1537                          STATION RECOVERY (1978)
 BJ1537
 BJ1537'RECOVERY NOTE BY US ENGINEERS 1978
 BJ1537'RECOVERED IN GOOD CONDITION.
 BJ1537
 BJ1537                          STATION RECOVERY (1986)
 BJ1537
 BJ1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1537'RECOVERED IN GOOD CONDITION.
 BJ1537
 BJ1537                          STATION RECOVERY (1992)
 BJ1537
 BJ1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1537'11.2 KM (6.95 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1537'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, IN TOP OF AND 0.2 M
 BJ1537'(0.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 BJ1537'ABUTMENT OF A HIGHWAY BRIDGE SPANNING A BAYOU, 48.2 M (158.1 FT)
 BJ1537'SOUTHWEST OF THE NEAR RAIL, 7.3 M (24.0 FT) NORTHEAST OF THE
 BJ1537'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BJ1537'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1964 ***********************************************************************
 BX1964  DESIGNATION -  K 28
 BX1964  PID         -  BX1964
 BX1964  STATE/COUNTY-  LA/SABINE
 BX1964  USGS QUAD   -  FLORIEN (1997)
 BX1964
 BX1964                         *CURRENT SURVEY CONTROL
 BX1964  ___________________________________________________________________
 BX1964* NAD 83(1986)-  31 27 29.     (N)    093 27 39.     (W)     SCALED    
 BX1964* NAVD 88     -        82.798  (meters)     271.65   (feet)  ADJUSTED  
 BX1964  ___________________________________________________________________
 BX1964  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX1964  DYNAMIC HT  -          82.695 (meters)     271.31  (feet)  COMP
 BX1964  MODELED GRAV-     979,402.2   (mgal)                       NAVD 88
 BX1964
 BX1964  VERT ORDER  -  SECOND    CLASS 0
 BX1964
 BX1964.The horizontal coordinates were scaled from a topographic map and have
 BX1964.an estimated accuracy of +/- 6 seconds.
 BX1964
 BX1964.The orthometric height was determined by differential leveling
 BX1964.and adjusted by the National Geodetic Survey in February 1994..
 BX1964
 BX1964.The geoid height was determined by GEOID03.
 BX1964
 BX1964.The dynamic height is computed by dividing the NAVD 88
 BX1964.geopotential number by the normal gravity value computed on the
 BX1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1964.degrees latitude (g = 980.6199 gals.).
 BX1964
 BX1964.The modeled gravity was interpolated from observed gravity values.
 BX1964
 BX1964;                    North         East    Units  Estimated Accuracy
 BX1964;SPC LA N     -   106,630.      908,680.      MT  (+/- 180 meters Scaled)
 BX1964
 BX1964                          SUPERSEDED SURVEY CONTROL
 BX1964
 BX1964  NGVD 29 (??/??/??)   82.879  (m)          271.91   (f) ADJUSTED    2 0
 BX1964
 BX1964.Superseded values are not recommended for survey control.
 BX1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1964.See file dsdata.txt to determine how the superseded data were derived.
 BX1964
 BX1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ562804(NAD 83)
 BX1964_MARKER: DB = BENCH MARK DISK
 BX1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1964_SP_SET: CONCRETE POST
 BX1964_STAMPING: K 28 1935
 BX1964_MARK LOGO: CGS   
 BX1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1964+STABILITY: SURFACE MOTION
 BX1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1964+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1989
 BX1964
 BX1964  HISTORY     - Date     Condition        Report By
 BX1964  HISTORY     - 1935     MONUMENTED       CGS
 BX1964  HISTORY     - 1970     GOOD             LADTD
 BX1964  HISTORY     - 19890720 GOOD             LADTD
 BX1964
 BX1964                          STATION DESCRIPTION
 BX1964
 BX1964'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1964'1.0 MI N FROM FLORIEN.
 BX1964'THIS MARKER IS LOCATED 1.0 MILE NORTH OF THE POST OFFICE IN FLORIEN.
 BX1964'0.1 MILE NORTH ALONG DIRT ROAD FROM ENTRANCE TO VANCOUVER PLYWOOD
 BX1964'MILL.  47 FEET EAST OF EAST RAIL OF KANSAS CITY RAILROAD.  53 FOOT
 BX1964'NORTHEAST OF CENTER OF RAILROAD CROSSING.  30 FEET NORTH OF END OF
 BX1964'METAL 10 FOOT GATE.  DIRECTLY UNDER BARBED WIRE FENCE.  DISK SET IN
 BX1964'CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE GROUND.
 BX1964
 BX1964                          STATION RECOVERY (1989)
 BX1964
 BX1964'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX1964'THE STATION IS LOCATED ABOUT 39.4 KM (24.5 MI) NORTH OF LEESVILLE AND
 BX1964'ABOUT 14.0 KM (8.7 MI) SOUTH OF MANY.  OWNERSHIP--KANSAS CITY
 BX1964'SOUTHERN RAILROAD.
 BX1964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX1964'HIGHWAY IN MANY AT THE ST. JOHN CATHOLIC CHURCH, GO SOUTH FOR 14.0 KM
 BX1964'(8.7 MI) ON HIGHWAY 171 TO A PAVED ROAD LEADING WEST.  TURN RIGHT AND
 BX1964'GO WEST FOR 0.4 KM (0.2 MI) ON THE PAVED ROAD TO A GRAVEL ROAD ON THE
 BX1964'RIGHT.  TURN RIGHT AND GO NORTH FOR O.16 KMON THE GRAVEL ROAD TO THE
 BX1964'STATION ON THE RIGHT EAST OF THE RAILROAD TRACKS.
 BX1964'THE STATION IS 30.7 M (100.7 FT) EAST-NORTH EAST FROM A CHAINLINK
 BX1964'FENCE, 15.0 M (49.2 FT) NORTH-NORTHEAST FROM THE CENTER OF THE GRAVEL
 BX1964'ROAD, 14.2 M (46.6 FT) EAST FROM THE EAST RAIL OF THE RAILROAD TRACKS
 BX1964'AND 0.3 M (1.0 FT) EAST FROM A WITNESS POST.  THE STATION IS FLUSH
 BX1964'WITH THE GROUND AND ABOUT 1.22 M (4.00 FT) BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0187 ***********************************************************************
 AT0187  DESIGNATION -  K 280
 AT0187  PID         -  AT0187
 AT0187  STATE/COUNTY-  LA/PLAQUEMINES
 AT0187  USGS QUAD   -  SOUTH PASS (1971)
 AT0187
 AT0187                         *CURRENT SURVEY CONTROL
 AT0187  ___________________________________________________________________
 AT0187* NAD 83(1986)-  29 00 52.     (N)    089 10 01.     (W)     SCALED    
 AT0187* NAVD 88     -         0.329  (meters)       1.08   (feet)  READJUSTED
 AT0187  ___________________________________________________________________
 AT0187  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT0187  DYNAMIC HT  -           0.330 (meters)       1.08  (feet)  COMP
 AT0187  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AT0187
 AT0187  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0187
 AT0187.The horizontal coordinates were scaled from a topographic map and have
 AT0187.an estimated accuracy of +/- 6 seconds.
 AT0187
 AT0187.The orthometric height was determined by differential leveling
 AT0187.and adjusted by the National Geodetic Survey in February 1994..
 AT0187.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0187.distribution rate of 0.0 thru 1.0 mm/km.
 AT0187.The height was derived from older observations constrained to new
 AT0187.heights in a crustal motion area.  The height is approximate in
 AT0187.relation to other heights in its vicinity.
 AT0187
 AT0187.The geoid height was determined by GEOID03.
 AT0187
 AT0187.The dynamic height is computed by dividing the NAVD 88
 AT0187.geopotential number by the normal gravity value computed on the
 AT0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0187.degrees latitude (g = 980.6199 gals.).
 AT0187
 AT0187.The modeled gravity was interpolated from observed gravity values.
 AT0187
 AT0187;                    North         East    Units  Estimated Accuracy
 AT0187;SPC LA S     -    59,020.    1,211,060.      MT  (+/- 180 meters Scaled)
 AT0187
 AT0187                          SUPERSEDED SURVEY CONTROL
 AT0187
 AT0187  NGVD 29 (??/??/??)    0.408  (m)            1.34   (f) ADJUSTED    1 1
 AT0187
 AT0187.Superseded values are not recommended for survey control.
 AT0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0187.See file dsdata.txt to determine how the superseded data were derived.
 AT0187
 AT0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT889115(NAD 83)
 AT0187_MARKER: DB = BENCH MARK DISK
 AT0187_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0187_SP_SET: 80 FEET
 AT0187_STAMPING: K 280 1971
 AT0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0187
 AT0187  HISTORY     - Date     Condition        Report By
 AT0187  HISTORY     - 1971     MONUMENTED       NGS
 AT0187
 AT0187                          STATION DESCRIPTION
 AT0187
 AT0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0187'IN PORT EADS.
 AT0187'AT PORT EADS, ALONG THE SOUTHWEST BANK OF SOUTH PASS, 60 YARDS SOUTH
 AT0187'OF THE SOUTH EDGE OF THE LIGHTHOUSE, 68 YARDS WEST OF THE SOUTH CORNER
 AT0187'OF THE PEREZ LODGE, 8 FEET SOUTHEAST OF A POWER LINE POLE, IN LINE
 AT0187'WITH A ROW OF POLES, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 AT0187'ROD PROJECTING 18 INCHES AND PROTECTED BY 4 CREOSOTED POST, ENCASED IN
 AT0187'A 4-INCH PLASTIC PIPE WHICH PROJECTS 18 INCHES ABOVE THE LEVEL OF THE
 AT0187'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0160 ***********************************************************************
 AT0160  DESIGNATION -  K 281
 AT0160  PID         -  AT0160
 AT0160  STATE/COUNTY-  LA/PLAQUEMINES
 AT0160  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0160
 AT0160                         *CURRENT SURVEY CONTROL
 AT0160  ___________________________________________________________________
 AT0160* NAD 83(1986)-  28 59 43.     (N)    089 21 15.     (W)     SCALED    
 AT0160* NAVD 88     -         1.419  (meters)       4.66   (feet)  READJUSTED
 AT0160  ___________________________________________________________________
 AT0160  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AT0160  DYNAMIC HT  -           1.420 (meters)       4.66  (feet)  COMP
 AT0160  MODELED GRAV-     979,294.4   (mgal)                       NAVD 88
 AT0160
 AT0160  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0160
 AT0160.The horizontal coordinates were scaled from a topographic map and have
 AT0160.an estimated accuracy of +/- 6 seconds.
 AT0160
 AT0160.The orthometric height was determined by differential leveling
 AT0160.and adjusted by the National Geodetic Survey in February 1994..
 AT0160.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0160.distribution rate of 0.0 thru 1.0 mm/km.
 AT0160.The height was derived from older observations constrained to new
 AT0160.heights in a crustal motion area.  The height is approximate in
 AT0160.relation to other heights in its vicinity.
 AT0160
 AT0160.The geoid height was determined by GEOID03.
 AT0160
 AT0160.The dynamic height is computed by dividing the NAVD 88
 AT0160.geopotential number by the normal gravity value computed on the
 AT0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0160.degrees latitude (g = 980.6199 gals.).
 AT0160
 AT0160.The modeled gravity was interpolated from observed gravity values.
 AT0160
 AT0160;                    North         East    Units  Estimated Accuracy
 AT0160;SPC LA S     -    56,570.    1,192,860.      MT  (+/- 180 meters Scaled)
 AT0160
 AT0160                          SUPERSEDED SURVEY CONTROL
 AT0160
 AT0160  NGVD 29 (??/??/??)    1.498  (m)            4.91   (f) ADJUSTED    1 1
 AT0160
 AT0160.Superseded values are not recommended for survey control.
 AT0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0160.See file dsdata.txt to determine how the superseded data were derived.
 AT0160
 AT0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT706097(NAD 83)
 AT0160_MARKER: DB = BENCH MARK DISK
 AT0160_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0160_SP_SET: 80 FEET
 AT0160_STAMPING: K 281 1971
 AT0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0160
 AT0160  HISTORY     - Date     Condition        Report By
 AT0160  HISTORY     - 1971     MONUMENTED       NGS
 AT0160
 AT0160                          STATION DESCRIPTION
 AT0160
 AT0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0160'2.8 MI NE FROM BURRWOOD.
 AT0160'ABOUT 2.8 MILES NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD LIGHTHOUSE
 AT0160'AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, ON A LARGE SANDY FLAT,
 AT0160'60 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE PASS, SURROUNDED BY 3
 AT0160'CREOSOTED WOODEN POSTS WITH A WITNESS SHIELD ON THE MOST NORTHWESTERLY
 AT0160'POST, AND ON THE TOP OF A COPPER COATED ROD THAT PROJECTS 18 INCHES
 AT0160'AND IS ENCASED IN A 4-INCH PLASTIC PIPE THAT PROJECTS 18 INCHES. THE
 AT0160'ROD WAS DRIVEN TO A DEPTH OF 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0001 ***********************************************************************
 BJ0001  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0001  DESIGNATION -  K 282
 BJ0001  PID         -  BJ0001
 BJ0001  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0001  USGS QUAD   -  INNIS (1994)
 BJ0001
 BJ0001                         *CURRENT SURVEY CONTROL
 BJ0001  ___________________________________________________________________
 BJ0001* NAD 83(1992)-  30 59 35.57174(N)    091 41 03.59511(W)     ADJUSTED  
 BJ0001* NAVD 88     -        15.80 **(meters)      51.8  **(feet)  GPS OBS(2004.65)
 BJ0001  **This station is located in a subsidence area (see below).
 BJ0001  ___________________________________________________________________
 BJ0001  X           -    -160,848.817 (meters)                     COMP
 BJ0001  Y           -  -5,470,004.472 (meters)                     COMP
 BJ0001  Z           -   3,265,242.802 (meters)                     COMP
 BJ0001  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BJ0001  ELLIP HEIGHT-         -11.32  (meters)          (12/29/04) GPS OBS
 BJ0001  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0001  DYNAMIC HT  -          15.78  (meters)      51.8   (feet)  COMP
 BJ0001  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 BJ0001
 BJ0001  HORZ ORDER  -  B
 BJ0001  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0001  ELLP ORDER  -  FOURTH    CLASS I
 BJ0001
 BJ0001.The horizontal coordinates were established by GPS observations
 BJ0001.and adjusted by the National Geodetic Survey in December 2004..
 BJ0001
 BJ0001 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0001 ** and geoid heights are valid at the date of observation. These heights
 BJ0001 ** must always be validated when used as control.
 BJ0001 ** The orthometric height was determined by GPS observations using
 BJ0001 ** precise GPS observation and processing techniques and a new
 BJ0001 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0001 ** determined for this station.
 BJ0001 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0001 ** epoch indicated which incorporates improved geoid heights for the
 BJ0001 ** Southern Louisiana Subsidence area.
 BJ0001 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0001.The orthometric height was determined by GPS observations and a
 BJ0001.high-resolution geoid model using precise GPS observation and
 BJ0001.processing techniques. It supersedes the leveled height previously
 BJ0001.determined for this station.
 BJ0001.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0001.derived orthometric height which differed from the leveled height by
 BJ0001.more than one decimeter (0.1 meter).
 BJ0001.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0001
 BJ0001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0001
 BJ0001.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0001
 BJ0001.The ellipsoidal height was determined by GPS observations
 BJ0001.and is referenced to NAD 83.
 BJ0001
 BJ0001.The geoid height was determined by GEOID03.
 BJ0001
 BJ0001.The dynamic height is computed by dividing the NAVD 88
 BJ0001.geopotential number by the normal gravity value computed on the
 BJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0001.degrees latitude (g = 980.6199 gals.).
 BJ0001
 BJ0001.The modeled gravity was interpolated from observed gravity values.
 BJ0001
 BJ0001;                    North         East     Units Scale Factor Converg.
 BJ0001;SPC LA S     -   276,423.679   966,473.281   MT  1.00007550   -0 10 31.8
 BJ0001;SPC LA S     -   906,900.02  3,170,837.76   sFT  1.00007550   -0 10 31.8
 BJ0001;UTM  15      - 3,429,592.660   625,615.761   MT  0.99979464   +0 40 39.3
 BJ0001
 BJ0001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0001!SPC LA S     -   1.00000178  x   1.00007550  =   1.00007728
 BJ0001!UTM  15      -   1.00000178  x   0.99979464  =   0.99979642
 BJ0001
 BJ0001                          SUPERSEDED SURVEY CONTROL
 BJ0001
 BJ0001  NAVD 88 (02/14/94)   15.694  (m)           51.49   (f) ADJUSTED    1 1
 BJ0001  NAVD 88 (06/15/91)   15.721  (m)           51.58   (f) UNKNOWN     1 1
 BJ0001  NGVD 29 (??/??/??)   15.675  (m)           51.43   (f) ADJUSTED    1 1
 BJ0001
 BJ0001.Superseded values are not recommended for survey control.
 BJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0001.See file dsdata.txt to determine how the superseded data were derived.
 BJ0001
 BJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2561629593(NAD 83)
 BJ0001_MARKER: DB = BENCH MARK DISK
 BJ0001_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0001_SP_SET: COPPER-CLAD STEEL ROD
 BJ0001_STAMPING: K 282 1976
 BJ0001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0001+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 BJ0001
 BJ0001  HISTORY     - Date     Condition        Report By
 BJ0001  HISTORY     - 1976     MONUMENTED       NGS
 BJ0001  HISTORY     - 20021217 GOOD             3001
 BJ0001  HISTORY     - 20050317 GOOD             USPSQD
 BJ0001
 BJ0001                          STATION DESCRIPTION
 BJ0001
 BJ0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0001'IN TORRAS.
 BJ0001'AT TORRAS, 0.1 MILE NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 418
 BJ0001'AND STATE HIGHWAY 15, 121 FT. SOUTHEAST OF THE CENTER LINE OF STATE
 BJ0001'HIGHWAY 15, 25 FT. SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD
 BJ0001'ALONG LEVEE, 2 FT. SOUTHWEST OF A TELEPHONE POLE NUMBER 1, (NOTE) THE
 BJ0001'POLE IS SUPPORTING THE LINE OVER TOP THE LEVEE, 2 FT. NORTHEAST OF A
 BJ0001'CONCRETE HIGHWAY PROPERTY MARKER,
 BJ0001
 BJ0001                          STATION RECOVERY (2002)
 BJ0001
 BJ0001'RECOVERY NOTE BY 3001, INC 2002 (MH)
 BJ0001'THE STATION IS LOCATED IN POINTE COUPEE PARISH AT TORRAS, SOUTHWEST OF
 BJ0001'OLD RIVER LOCKS  (1.0 MILES), 1.7 MILES WEST OF CARR POINT, 1.9 MILES
 BJ0001'NORTHWEST OF TORRAS LANDING.
 BJ0001' 
 BJ0001'OWNERSHIP- THE STATION IS ON THE COE-ATCHAFALAYA BASIN LEVEE DISTRICT.
 BJ0001'TO REACH THE STATION FROM THE INTERSECTION OF THE STATE HWY 418 AND
 BJ0001'HWY 15, GO  NORTHEAST FOR 0.1 MILES AND MARK ON RIGHT NEAR TOE OF
 BJ0001'LEVEE.
 BJ0001' 
 BJ0001'THE STATION IS A BENCH MARK DISK, COPPER CLAD STEEL ROD WITH OUT
 BJ0001'SLEEVE SET +/- 10',  STAMPED K282 1976. 121' SOUTHEAST OF THE
 BJ0001'CENTERLINE OF STATE HWY. 15, 25' SOUTHWEST OF  THE GRAVEL ROAD ALONG
 BJ0001'LEVEE, 2' SOUTHWEST OF A CUT-OFF TELEPHONE POLE- 2 FT. HIGH, 2.2'
 BJ0001'SOUTHWEST OF A METAL WITNESS POST. HWY RIGHT OF WAY MARKER DESTROYED.
 BJ0001
 BJ0001                          STATION RECOVERY (2005)
 BJ0001
 BJ0001'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0563 ***********************************************************************
 BJ0563  DESIGNATION -  K 283
 BJ0563  PID         -  BJ0563
 BJ0563  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0563  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0563
 BJ0563                         *CURRENT SURVEY CONTROL
 BJ0563  ___________________________________________________________________
 BJ0563* NAD 83(1986)-  30 24 24.     (N)    091 13 07.     (W)     SCALED    
 BJ0563* NAVD 88     -         8.664  (meters)      28.43   (feet)  ADJUSTED  
 BJ0563  ___________________________________________________________________
 BJ0563  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0563  DYNAMIC HT  -           8.653 (meters)      28.39  (feet)  COMP
 BJ0563  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 BJ0563
 BJ0563  VERT ORDER  -  FIRST     CLASS I
 BJ0563
 BJ0563.The horizontal coordinates were scaled from a topographic map and have
 BJ0563.an estimated accuracy of +/- 6 seconds.
 BJ0563
 BJ0563.The orthometric height was determined by differential leveling
 BJ0563.and adjusted by the National Geodetic Survey in February 1994..
 BJ0563
 BJ0563.The geoid height was determined by GEOID03.
 BJ0563
 BJ0563.The dynamic height is computed by dividing the NAVD 88
 BJ0563.geopotential number by the normal gravity value computed on the
 BJ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0563.degrees latitude (g = 980.6199 gals.).
 BJ0563
 BJ0563.The modeled gravity was interpolated from observed gravity values.
 BJ0563
 BJ0563;                    North         East    Units  Estimated Accuracy
 BJ0563;SPC LA S     -   211,350.    1,011,020.      MT  (+/- 180 meters Scaled)
 BJ0563
 BJ0563                          SUPERSEDED SURVEY CONTROL
 BJ0563
 BJ0563  NGVD 29 (??/??/??)    8.659  (m)           28.41   (f) ADJUSTED    1 1
 BJ0563
 BJ0563.Superseded values are not recommended for survey control.
 BJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0563.See file dsdata.txt to determine how the superseded data were derived.
 BJ0563
 BJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP711651(NAD 83)
 BJ0563_MARKER: DB = BENCH MARK DISK
 BJ0563_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0563+WITH SETTING: INTO GROUND
 BJ0563_SP_SET: METAL ROD WITH BASE PLATE
 BJ0563_STAMPING: K 283 1976
 BJ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0563+STABILITY: SURFACE MOTION
 BJ0563
 BJ0563  HISTORY     - Date     Condition        Report By
 BJ0563  HISTORY     - 1976     MONUMENTED       NGS
 BJ0563
 BJ0563                          STATION DESCRIPTION
 BJ0563
 BJ0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0563'1.6 MI NE FROM BRUSLY LANDING.
 BJ0563'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0563'HIGHWAY 989-2, 32 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0563'18.5 FT. SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY TO A BRICK HOUSE,
 BJ0563'10.8 FT. WEST OF THE CENTER OF THE SOUTHWEST END OF A PIPE CULVERT,
 BJ0563'4.0 FT. SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0434 ***********************************************************************
 BJ0434  DESIGNATION -  K 284
 BJ0434  PID         -  BJ0434
 BJ0434  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0434  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ0434
 BJ0434                         *CURRENT SURVEY CONTROL
 BJ0434  ___________________________________________________________________
 BJ0434* NAD 83(1986)-  30 46 44.     (N)    091 22 46.     (W)     SCALED    
 BJ0434* NAVD 88     -        35.633  (meters)     116.91   (feet)  ADJUSTED  
 BJ0434  ___________________________________________________________________
 BJ0434  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0434  DYNAMIC HT  -          35.587 (meters)     116.75  (feet)  COMP
 BJ0434  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 BJ0434
 BJ0434  VERT ORDER  -  FIRST     CLASS I
 BJ0434
 BJ0434.The horizontal coordinates were scaled from a topographic map and have
 BJ0434.an estimated accuracy of +/- 6 seconds.
 BJ0434
 BJ0434.The orthometric height was determined by differential leveling
 BJ0434.and adjusted by the National Geodetic Survey in February 1994..
 BJ0434
 BJ0434.The geoid height was determined by GEOID03.
 BJ0434
 BJ0434.The dynamic height is computed by dividing the NAVD 88
 BJ0434.geopotential number by the normal gravity value computed on the
 BJ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0434.degrees latitude (g = 980.6199 gals.).
 BJ0434
 BJ0434.The modeled gravity was interpolated from observed gravity values.
 BJ0434
 BJ0434;                    North         East    Units  Estimated Accuracy
 BJ0434;SPC LA S     -   252,610.      995,590.      MT  (+/- 180 meters Scaled)
 BJ0434
 BJ0434                          SUPERSEDED SURVEY CONTROL
 BJ0434
 BJ0434  NGVD 29 (??/??/??)   35.617  (m)          116.85   (f) ADJUSTED    1 1
 BJ0434
 BJ0434.Superseded values are not recommended for survey control.
 BJ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0434.See file dsdata.txt to determine how the superseded data were derived.
 BJ0434
 BJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ550062(NAD 83)
 BJ0434_MARKER: DB = BENCH MARK DISK
 BJ0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0434_SP_SET: LOADING DOCK
 BJ0434_STAMPING: K 284 1976
 BJ0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0434+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BJ0434
 BJ0434  HISTORY     - Date     Condition        Report By
 BJ0434  HISTORY     - 1976     MONUMENTED       NGS
 BJ0434  HISTORY     - 20050318 GOOD             USPSQD
 BJ0434
 BJ0434                          STATION DESCRIPTION
 BJ0434
 BJ0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0434'IN ST FRANCISVILLE.
 BJ0434'AT THE NORTH CORNER OF THE JUNCTION OF FERDINAND STREET AND HARTSON
 BJ0434'STREET, AT THE WEST CORNER OF THE ST. FRANCISVILLE POST OFFICE
 BJ0434'LOADING DOCK, 152 FT NORTHWEST OF THE CURB OF FERDINAND STREET,
 BJ0434'42.5 FT NORTHEAST OF THE CURB OF HARTSON STREET, IN THE TOP WEST
 BJ0434'CORNER 0.7 FT EAST OF THE WEST CORNER
 BJ0434
 BJ0434                          STATION RECOVERY (2005)
 BJ0434
 BJ0434'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BJ0434'THE BUILDING LOADING DOCK IS NOW THE WEST FELICIANA PARISH LIBRARY.
 BJ0434'THE POST OFFICE HAS MOVED TO 5613 COMMERCE ST ALSO CALLED US 61
 BJ0434'BUSINESS AND LA 3057.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0193 ***********************************************************************
 BJ0193  DESIGNATION -  K 284 X
 BJ0193  PID         -  BJ0193
 BJ0193  STATE/COUNTY-  LA/ST LANDRY
 BJ0193  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0193
 BJ0193                         *CURRENT SURVEY CONTROL
 BJ0193  ___________________________________________________________________
 BJ0193* NAD 83(1986)-  30 47 50.     (N)    091 48 00.     (W)     SCALED    
 BJ0193* NAVD 88     -        11.608  (meters)      38.08   (feet)  ADJUSTED  
 BJ0193  ___________________________________________________________________
 BJ0193  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0193  DYNAMIC HT  -          11.593 (meters)      38.03  (feet)  COMP
 BJ0193  MODELED GRAV-     979,369.8   (mgal)                       NAVD 88
 BJ0193
 BJ0193  VERT ORDER  -  FIRST     CLASS I
 BJ0193
 BJ0193.The horizontal coordinates were scaled from a topographic map and have
 BJ0193.an estimated accuracy of +/- 6 seconds.
 BJ0193
 BJ0193.The orthometric height was determined by differential leveling
 BJ0193.and adjusted by the National Geodetic Survey in February 1994..
 BJ0193
 BJ0193.The geoid height was determined by GEOID03.
 BJ0193
 BJ0193.The dynamic height is computed by dividing the NAVD 88
 BJ0193.geopotential number by the normal gravity value computed on the
 BJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0193.degrees latitude (g = 980.6199 gals.).
 BJ0193
 BJ0193.The modeled gravity was interpolated from observed gravity values.
 BJ0193
 BJ0193;                    North         East    Units  Estimated Accuracy
 BJ0193;SPC LA S     -   254,730.      955,340.      MT  (+/- 180 meters Scaled)
 BJ0193
 BJ0193                          SUPERSEDED SURVEY CONTROL
 BJ0193
 BJ0193  NAVD 88 (06/15/91)   11.643  (m)           38.20   (f) UNKNOWN     1 1
 BJ0193  NGVD 29 (??/??/??)   11.602  (m)           38.06   (f) ADJUSTED    1 1
 BJ0193
 BJ0193.Superseded values are not recommended for survey control.
 BJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0193.See file dsdata.txt to determine how the superseded data were derived.
 BJ0193
 BJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ148077(NAD 83)
 BJ0193_MARKER: DB = BENCH MARK DISK
 BJ0193_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0193+WITH SETTING: INTO GROUND
 BJ0193_SP_SET: METAL ROD WITH BASE PLATE
 BJ0193_STAMPING: K 284 X 1976
 BJ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0193+STABILITY: SURFACE MOTION
 BJ0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0193+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BJ0193
 BJ0193  HISTORY     - Date     Condition        Report By
 BJ0193  HISTORY     - 1976     MONUMENTED       NGS
 BJ0193  HISTORY     - 20040212 GOOD             USPSQD
 BJ0193  HISTORY     - 20050317 GOOD             USPSQD
 BJ0193
 BJ0193                          STATION DESCRIPTION
 BJ0193
 BJ0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0193'9.0 MI NORTH FROM MELVILLE.
 BJ0193'9.0 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0193'RAILROAD OVERPASS, 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 360,
 BJ0193'85.6 FT NORTHEAST OF THE NORTH CORNER OF A WHITE FRAME HOUSE 40.5 FT.
 BJ0193'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16 FT NORTHEAST OF THE
 BJ0193'CENTER LINE OF A SHELLED DRIVEWAY, 1.7 FT NORTHWEST OF A TELEPHONE
 BJ0193'UNDERGROUND JUNCTION BOX NUMBER 70
 BJ0193
 BJ0193                          STATION RECOVERY (2004)
 BJ0193
 BJ0193'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0193'RECOVERY DIRECTIONS VALID.
 BJ0193
 BJ0193                          STATION RECOVERY (2005)
 BJ0193
 BJ0193'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0603 ***********************************************************************
 BJ0603  DESIGNATION -  K 285
 BJ0603  PID         -  BJ0603
 BJ0603  STATE/COUNTY-  LA/IBERVILLE
 BJ0603  USGS QUAD   -  WHITE CASTLE (1992)
 BJ0603
 BJ0603                         *CURRENT SURVEY CONTROL
 BJ0603  ___________________________________________________________________
 BJ0603* NAD 83(1986)-  30 10 38.     (N)    091 09 24.     (W)     SCALED    
 BJ0603* NAVD 88     -         6.757  (meters)      22.17   (feet)  ADJUSTED  
 BJ0603  ___________________________________________________________________
 BJ0603  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ0603  DYNAMIC HT  -           6.748 (meters)      22.14  (feet)  COMP
 BJ0603  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 BJ0603
 BJ0603  VERT ORDER  -  FIRST     CLASS I
 BJ0603
 BJ0603.The horizontal coordinates were scaled from a topographic map and have
 BJ0603.an estimated accuracy of +/- 6 seconds.
 BJ0603
 BJ0603.The orthometric height was determined by differential leveling
 BJ0603.and adjusted by the National Geodetic Survey in February 1994..
 BJ0603
 BJ0603.The geoid height was determined by GEOID03.
 BJ0603
 BJ0603.The dynamic height is computed by dividing the NAVD 88
 BJ0603.geopotential number by the normal gravity value computed on the
 BJ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0603.degrees latitude (g = 980.6199 gals.).
 BJ0603
 BJ0603.The modeled gravity was interpolated from observed gravity values.
 BJ0603
 BJ0603;                    North         East    Units  Estimated Accuracy
 BJ0603;SPC LA S     -   185,920.    1,017,010.      MT  (+/- 180 meters Scaled)
 BJ0603
 BJ0603                          SUPERSEDED SURVEY CONTROL
 BJ0603
 BJ0603  NGVD 29 (??/??/??)    6.788  (m)           22.27   (f) ADJUSTED    1 1
 BJ0603
 BJ0603.Superseded values are not recommended for survey control.
 BJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0603.See file dsdata.txt to determine how the superseded data were derived.
 BJ0603
 BJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP774398(NAD 83)
 BJ0603_MARKER: DB = BENCH MARK DISK
 BJ0603_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0603+WITH SETTING: INTO GROUND
 BJ0603_SP_SET: METAL ROD WITH BASE PLATE
 BJ0603_STAMPING: K 285 1976
 BJ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0603+STABILITY: SURFACE MOTION
 BJ0603
 BJ0603  HISTORY     - Date     Condition        Report By
 BJ0603  HISTORY     - 1976     MONUMENTED       NGS
 BJ0603
 BJ0603                          STATION DESCRIPTION
 BJ0603
 BJ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0603'0.7 MI NW FROM WHITE CASTLE.
 BJ0603'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0603'HIGHWAY 69 AT WHITE CASTLE, 0.2 MILE NORTHWEST OF THE JUNCTION OF
 BJ0603'STATE HIGHWAY 993, AT THE JUNCTION OF A GRAVELED ROAD LEADING
 BJ0603'SOUTHWEST, 33 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 58 FT
 BJ0603'NORTHWEST OF THE EXTENDED CENTER LINE OF THE ROAD, 35 FT NORTHWEST OF
 BJ0603'A POWER LINE GUY POLE, 22 FT SOUTHEAST OF THE CENTER LINE OF A SHELL
 BJ0603'ROAD, 1.7 FT SOUTHWEST OF A FENCE, THE DISK IS 0.2 FT BELOW THE LEVEL
 BJ0603'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0296 ***********************************************************************
 BJ0296  DESIGNATION -  K 286
 BJ0296  PID         -  BJ0296
 BJ0296  STATE/COUNTY-  LA/IBERVILLE
 BJ0296  USGS QUAD   -  GROSSE TETE SW (1992)
 BJ0296
 BJ0296                         *CURRENT SURVEY CONTROL
 BJ0296  ___________________________________________________________________
 BJ0296* NAD 83(1986)-  30 15 49.     (N)    091 27 08.     (W)     SCALED    
 BJ0296* NAVD 88     -         7.411  (meters)      24.31   (feet)  ADJUSTED  
 BJ0296  ___________________________________________________________________
 BJ0296  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0296  DYNAMIC HT  -           7.401 (meters)      24.28  (feet)  COMP
 BJ0296  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 BJ0296
 BJ0296  VERT ORDER  -  FIRST     CLASS I
 BJ0296
 BJ0296.The horizontal coordinates were scaled from a topographic map and have
 BJ0296.an estimated accuracy of +/- 6 seconds.
 BJ0296
 BJ0296.The orthometric height was determined by differential leveling
 BJ0296.and adjusted by the National Geodetic Survey in February 1994..
 BJ0296
 BJ0296.The geoid height was determined by GEOID03.
 BJ0296
 BJ0296.The dynamic height is computed by dividing the NAVD 88
 BJ0296.geopotential number by the normal gravity value computed on the
 BJ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0296.degrees latitude (g = 980.6199 gals.).
 BJ0296
 BJ0296.The modeled gravity was interpolated from observed gravity values.
 BJ0296
 BJ0296;                    North         East    Units  Estimated Accuracy
 BJ0296;SPC LA S     -   195,490.      988,560.      MT  (+/- 180 meters Scaled)
 BJ0296
 BJ0296                          SUPERSEDED SURVEY CONTROL
 BJ0296
 BJ0296  NGVD 29 (??/??/??)    7.436  (m)           24.40   (f) ADJUSTED    1 1
 BJ0296
 BJ0296.Superseded values are not recommended for survey control.
 BJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0296.See file dsdata.txt to determine how the superseded data were derived.
 BJ0296
 BJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP488490(NAD 83)
 BJ0296_MARKER: DB = BENCH MARK DISK
 BJ0296_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0296+WITH SETTING: INTO GROUND
 BJ0296_SP_SET: METAL ROD WITH BASE PLATE
 BJ0296_STAMPING: K 286 1976
 BJ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0296+STABILITY: SURFACE MOTION
 BJ0296
 BJ0296  HISTORY     - Date     Condition        Report By
 BJ0296  HISTORY     - 1976     MONUMENTED       NGS
 BJ0296  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0296
 BJ0296                          STATION DESCRIPTION
 BJ0296
 BJ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0296'11.3 MI NW FROM BAYOU SORREL.
 BJ0296'11.3 MILES NORTHWEST ALONG AN ASPHALT AND A GRAVELED ROAD ALONG THE
 BJ0296'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0296'11.9 MILES SOUTH OF RAMAH, 0.25 MILE SOUTHEAST OF A WOODEN STOCK PEN,
 BJ0296'407 FT NORTHWEST OF THE JUNCTION OF A SHORT ROAD LEADING NORTHEAST,
 BJ0296'26 FT SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FT NORTHWEST OF A
 BJ0296'WITNESS POST. THE DISK IS 0.4 FT BELOW THE LEVEL OF THE GROUND.
 BJ0296
 BJ0296                          STATION RECOVERY (1990)
 BJ0296
 BJ0296'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0457 ***********************************************************************
 BJ0457  DESIGNATION -  K 287
 BJ0457  PID         -  BJ0457
 BJ0457  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0457  USGS QUAD   -  ZACHARY (1980)
 BJ0457
 BJ0457                         *CURRENT SURVEY CONTROL
 BJ0457  ___________________________________________________________________
 BJ0457* NAD 83(1986)-  30 44 26.     (N)    091 14 28.     (W)     SCALED    
 BJ0457* NAVD 88     -        34.443  (meters)     113.00   (feet)  ADJUSTED  
 BJ0457  ___________________________________________________________________
 BJ0457  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0457  DYNAMIC HT  -          34.398 (meters)     112.85  (feet)  COMP
 BJ0457  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 BJ0457
 BJ0457  VERT ORDER  -  FIRST     CLASS I
 BJ0457
 BJ0457.The horizontal coordinates were scaled from a topographic map and have
 BJ0457.an estimated accuracy of +/- 6 seconds.
 BJ0457
 BJ0457.The orthometric height was determined by differential leveling
 BJ0457.and adjusted by the National Geodetic Survey in February 1994..
 BJ0457
 BJ0457.The geoid height was determined by GEOID03.
 BJ0457
 BJ0457.The dynamic height is computed by dividing the NAVD 88
 BJ0457.geopotential number by the normal gravity value computed on the
 BJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0457.degrees latitude (g = 980.6199 gals.).
 BJ0457
 BJ0457.The modeled gravity was interpolated from observed gravity values.
 BJ0457
 BJ0457;                    North         East    Units  Estimated Accuracy
 BJ0457;SPC LA S     -   248,360.    1,008,830.      MT  (+/- 180 meters Scaled)
 BJ0457
 BJ0457                          SUPERSEDED SURVEY CONTROL
 BJ0457
 BJ0457  NGVD 29 (??/??/??)   34.429  (m)          112.96   (f) ADJUSTED    1 1
 BJ0457
 BJ0457.Superseded values are not recommended for survey control.
 BJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0457.See file dsdata.txt to determine how the superseded data were derived.
 BJ0457
 BJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ683021(NAD 83)
 BJ0457_MARKER: DB = BENCH MARK DISK
 BJ0457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0457_SP_SET: COPPER-CLAD STEEL ROD
 BJ0457_STAMPING: K 287 1976
 BJ0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0457
 BJ0457  HISTORY     - Date     Condition        Report By
 BJ0457  HISTORY     - 1976     MONUMENTED       NGS
 BJ0457
 BJ0457                          STATION DESCRIPTION
 BJ0457
 BJ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0457'6.6 MI WEST FROM SLAUGHTER.
 BJ0457'5.05 MILES WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0457'SLAUGHTER, THENCE 1.55 MILES WEST ALONG STATE HIGHWAY 964, 0.15
 BJ0457'MILE EAST OF THE CROSSING OF LITTLE SANDY CREEK, AT T JUNCTION
 BJ0457'OF FENCES, 111 FT EAST OF THE EAST END OF A GATE, 33 FT SOUTH OF
 BJ0457'THE CENTER LINE OF THE HIGHWAY, 1 FT NORTH OF A JUNCTION POST.
 BJ0457'NOTE-AT 7 FT HIT REFUSAL. ROD COULD NOT BE TURNED OR REMOVED.
 BJ0457'BELIEVED TO BE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0990 ***********************************************************************
 BJ0990  DESIGNATION -  K 288
 BJ0990  PID         -  BJ0990
 BJ0990  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0990  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0990
 BJ0990                         *CURRENT SURVEY CONTROL
 BJ0990  ___________________________________________________________________
 BJ0990* NAD 83(1986)-  30 25 57.     (N)    091 11 25.     (W)     SCALED    
 BJ0990* NAVD 88     -         9.857  (meters)      32.34   (feet)  ADJUSTED  
 BJ0990  ___________________________________________________________________
 BJ0990  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0990  DYNAMIC HT  -           9.844 (meters)      32.30  (feet)  COMP
 BJ0990  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BJ0990
 BJ0990  VERT ORDER  -  FIRST     CLASS I
 BJ0990
 BJ0990.The horizontal coordinates were scaled from a topographic map and have
 BJ0990.an estimated accuracy of +/- 6 seconds.
 BJ0990
 BJ0990.The orthometric height was determined by differential leveling
 BJ0990.and adjusted by the National Geodetic Survey in February 1994..
 BJ0990
 BJ0990.The geoid height was determined by GEOID03.
 BJ0990
 BJ0990.The dynamic height is computed by dividing the NAVD 88
 BJ0990.geopotential number by the normal gravity value computed on the
 BJ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0990.degrees latitude (g = 980.6199 gals.).
 BJ0990
 BJ0990.The modeled gravity was interpolated from observed gravity values.
 BJ0990
 BJ0990;                    North         East    Units  Estimated Accuracy
 BJ0990;SPC LA S     -   214,220.    1,013,740.      MT  (+/- 180 meters Scaled)
 BJ0990
 BJ0990                          SUPERSEDED SURVEY CONTROL
 BJ0990
 BJ0990  NGVD 29 (??/??/??)    9.893  (m)           32.46   (f) ADJUSTED    1 1
 BJ0990
 BJ0990.Superseded values are not recommended for survey control.
 BJ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0990.See file dsdata.txt to determine how the superseded data were derived.
 BJ0990
 BJ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP737681(NAD 83)
 BJ0990_MARKER: DB = BENCH MARK DISK
 BJ0990_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0990_SP_SET: FOUNDATION
 BJ0990_STAMPING: K 288 1976
 BJ0990_MARK LOGO: NGS   
 BJ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0990+STABILITY: SURFACE MOTION
 BJ0990
 BJ0990  HISTORY     - Date     Condition        Report By
 BJ0990  HISTORY     - 1976     MONUMENTED       NGS
 BJ0990  HISTORY     - 1986     GOOD             NGS
 BJ0990  HISTORY     - 1987     GOOD             USPSQD
 BJ0990  HISTORY     - 1987     GOOD             LA-033
 BJ0990
 BJ0990                          STATION DESCRIPTION
 BJ0990
 BJ0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0990'0.4 MI SOUTH FROM BATON ROUGE.
 BJ0990'0.4 MILE SOUTH ALONG RIVER ROAD FROM THE INTERSTATE HIGHWAY 10 BRIDGE
 BJ0990'OVERPASS, SET IN TOP OF THE NORTHEAST END OF THE CONCRETE RAMP AND
 BJ0990'LOADING PLATFORM AT THE NORTH END OF GARIG WAREHOUSE, 1 FT WEST OF THE
 BJ0990'WEST SIDE OF METAL BUILDING, 48 FT EAST OF THE CENTER LINE OF RIVER
 BJ0990'ROAD, 29 FT EAST OF POWER POLE NUMBER 21 WITH LINES RUNNING NORTH AND
 BJ0990'SOUTH AND WEST, 9.5 FT SOUTH OF SOUTH SIDE OF THE WHITE BLOCK
 BJ0990'PHILLIPS 66 HOME OIL COMPANY INCORPORATED, 9 FT NORTH OF THE CENTER
 BJ0990'LINE OF THE FIRST LOADING DOOR.
 BJ0990
 BJ0990                          STATION RECOVERY (1986)
 BJ0990
 BJ0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0990'RECOVERED IN GOOD CONDITION.
 BJ0990
 BJ0990                          STATION RECOVERY (1987)
 BJ0990
 BJ0990'RECOVERY NOTE BY US POWER SQUADRON 1987 (JL)
 BJ0990'RECOVERED IN GOOD CONDITION.
 BJ0990
 BJ0990                          STATION RECOVERY (1987)
 BJ0990
 BJ0990'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1294 ***********************************************************************
 BK1294  DESIGNATION -  K 29
 BK1294  PID         -  BK1294
 BK1294  STATE/COUNTY-  LA/BEAUREGARD
 BK1294  USGS QUAD   -  DERIDDER (1994)
 BK1294
 BK1294                         *CURRENT SURVEY CONTROL
 BK1294  ___________________________________________________________________
 BK1294* NAD 83(1986)-  30 46 13.     (N)    093 19 05.     (W)     SCALED    
 BK1294* NAVD 88     -        55.19   (+/-2cm)     181.1    (feet)  VERTCON   
 BK1294  ___________________________________________________________________
 BK1294  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK1294
 BK1294  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1294
 BK1294.The horizontal coordinates were scaled from a topographic map and have
 BK1294.an estimated accuracy of +/- 6 seconds.
 BK1294
 BK1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1294.The vertical order pertains to the NGVD 29 superseded value.
 BK1294
 BK1294.The geoid height was determined by GEOID03.
 BK1294
 BK1294;                    North         East    Units  Estimated Accuracy
 BK1294;SPC LA S     -   253,300.      810,000.      MT  (+/- 180 meters Scaled)
 BK1294
 BK1294                          SUPERSEDED SURVEY CONTROL
 BK1294
 BK1294  NGVD 29 (??/??/??)   55.318  (m)          181.49   (f) ADJUSTED    2 0
 BK1294
 BK1294.Superseded values are not recommended for survey control.
 BK1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1294.See file dsdata.txt to determine how the superseded data were derived.
 BK1294
 BK1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ695041(NAD 83)
 BK1294_MARKER: DB = BENCH MARK DISK
 BK1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1294_STAMPING: K 29 1935
 BK1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1294+STABILITY: SURFACE MOTION
 BK1294
 BK1294  HISTORY     - Date     Condition        Report By
 BK1294  HISTORY     - 1935     MONUMENTED       CGS
 BK1294  HISTORY     - 1955     MARK NOT FOUND   USGS
 BK1294
 BK1294                          STATION DESCRIPTION
 BK1294
 BK1294'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BK1294'5.7 MI SW FROM DE RIDDER.
 BK1294'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 104 FROM DE RIDDER, BEAUREGARD
 BK1294'PARISH, IN FLAT SWAMPY COUNTRY, AT THE JUNCTION OF A ROAD LEADING
 BK1294'NORTHWEST, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 27 FEET
 BK1294'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED K 29
 BK1294'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0908 ***********************************************************************
 BJ0908  DESIGNATION -  K 290
 BJ0908  PID         -  BJ0908
 BJ0908  STATE/COUNTY-  LA/LIVINGSTON
 BJ0908  USGS QUAD   -  HOLDEN (1974)
 BJ0908
 BJ0908                         *CURRENT SURVEY CONTROL
 BJ0908  ___________________________________________________________________
 BJ0908* NAD 83(1986)-  30 30 13.     (N)    090 39 08.     (W)     SCALED    
 BJ0908* NAVD 88     -        12.469  (meters)      40.91   (feet)  ADJUSTED  
 BJ0908  ___________________________________________________________________
 BJ0908  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0908  DYNAMIC HT  -          12.453 (meters)      40.86  (feet)  COMP
 BJ0908  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ0908
 BJ0908  VERT ORDER  -  FIRST     CLASS I
 BJ0908
 BJ0908.The horizontal coordinates were scaled from a topographic map and have
 BJ0908.an estimated accuracy of +/- 6 seconds.
 BJ0908
 BJ0908.The orthometric height was determined by differential leveling
 BJ0908.and adjusted by the National Geodetic Survey in February 1994..
 BJ0908
 BJ0908.The geoid height was determined by GEOID03.
 BJ0908
 BJ0908.The dynamic height is computed by dividing the NAVD 88
 BJ0908.geopotential number by the normal gravity value computed on the
 BJ0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0908.degrees latitude (g = 980.6199 gals.).
 BJ0908
 BJ0908.The modeled gravity was interpolated from observed gravity values.
 BJ0908
 BJ0908;                    North         East    Units  Estimated Accuracy
 BJ0908;SPC LA S     -   222,290.    1,065,380.      MT  (+/- 180 meters Scaled)
 BJ0908
 BJ0908                          SUPERSEDED SURVEY CONTROL
 BJ0908
 BJ0908  NAVD 88 (06/15/91)   12.511  (m)           41.05   (f) UNKNOWN     1 1
 BJ0908  NGVD 29 (??/??/??)   12.487  (m)           40.97   (f) ADJUSTED    1 1
 BJ0908
 BJ0908.Superseded values are not recommended for survey control.
 BJ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0908.See file dsdata.txt to determine how the superseded data were derived.
 BJ0908
 BJ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP253769(NAD 83)
 BJ0908_MARKER: DB = BENCH MARK DISK
 BJ0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0908_SP_SET: CULVERT
 BJ0908_STAMPING: K 290 1976
 BJ0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0908+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ0908
 BJ0908  HISTORY     - Date     Condition        Report By
 BJ0908  HISTORY     - 1976     MONUMENTED       NGS
 BJ0908  HISTORY     - 1979     GOOD             LADTD
 BJ0908  HISTORY     - 20060413 GOOD             JCLS
 BJ0908
 BJ0908                          STATION DESCRIPTION
 BJ0908
 BJ0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0908'1.1 MI EAST FROM HOLDEN.
 BJ0908'1.1 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNTION OF STATE
 BJ0908'HIGHWAY 441, 235 FT WEST OF THE JUNCTION OF AN ASPHALT ROAD
 BJ0908'LEADING NORTH, 22 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN
 BJ0908'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A
 BJ0908'CONCRETE BOX CULVERT, 0.6 FT WEST OF THE EAST END OF THE HEAD WALL.
 BJ0908
 BJ0908                          STATION RECOVERY (1979)
 BJ0908
 BJ0908'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0908'RECOVERED IN GOOD CONDITION.
 BJ0908
 BJ0908                          STATION RECOVERY (2006)
 BJ0908
 BJ0908'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BJ0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0253 ***********************************************************************
 BJ0253  DESIGNATION -  K 291
 BJ0253  PID         -  BJ0253
 BJ0253  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0253  USGS QUAD   -  MELVILLE (1994)
 BJ0253
 BJ0253                         *CURRENT SURVEY CONTROL
 BJ0253  ___________________________________________________________________
 BJ0253* NAD 83(1986)-  30 37 48.     (N)    091 39 02.     (W)     SCALED    
 BJ0253* NAVD 88     -         8.370  (meters)      27.46   (feet)  ADJUSTED  
 BJ0253  ___________________________________________________________________
 BJ0253  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0253  DYNAMIC HT  -           8.359 (meters)      27.42  (feet)  COMP
 BJ0253  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 BJ0253
 BJ0253  VERT ORDER  -  FIRST     CLASS I
 BJ0253
 BJ0253.The horizontal coordinates were scaled from a topographic map and have
 BJ0253.an estimated accuracy of +/- 6 seconds.
 BJ0253
 BJ0253.The orthometric height was determined by differential leveling
 BJ0253.and adjusted by the National Geodetic Survey in February 1994..
 BJ0253
 BJ0253.The geoid height was determined by GEOID03.
 BJ0253
 BJ0253.The dynamic height is computed by dividing the NAVD 88
 BJ0253.geopotential number by the normal gravity value computed on the
 BJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0253.degrees latitude (g = 980.6199 gals.).
 BJ0253
 BJ0253.The modeled gravity was interpolated from observed gravity values.
 BJ0253
 BJ0253;                    North         East    Units  Estimated Accuracy
 BJ0253;SPC LA S     -   236,150.      969,590.      MT  (+/- 180 meters Scaled)
 BJ0253
 BJ0253                          SUPERSEDED SURVEY CONTROL
 BJ0253
 BJ0253  NGVD 29 (??/??/??)    8.375  (m)           27.48   (f) ADJUSTED    1 1
 BJ0253
 BJ0253.Superseded values are not recommended for survey control.
 BJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0253.See file dsdata.txt to determine how the superseded data were derived.
 BJ0253
 BJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP293893(NAD 83)
 BJ0253_MARKER: DB = BENCH MARK DISK
 BJ0253_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0253+WITH SETTING: INTO GROUND
 BJ0253_SP_SET: METAL ROD WITH BASE PLATE
 BJ0253_STAMPING: K 291 1976
 BJ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0253+STABILITY: SURFACE MOTION
 BJ0253
 BJ0253  HISTORY     - Date     Condition        Report By
 BJ0253  HISTORY     - 1976     MONUMENTED       NGS
 BJ0253
 BJ0253                          STATION DESCRIPTION
 BJ0253
 BJ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0253'6.2 MI NORTH FROM LOTTIE.
 BJ0253'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0253'HIGHWAY 81, THENCE 5.2 MILES NORTH ALONG A LEVEE ROAD, AT THE
 BJ0253'CROSSING OF THE TEXAS AND PACIFIC RAILROAD, 113 FT EAST OF THE
 BJ0253'CENTER LINE OF THE ROAD, 110.3 FT EAST OF THE SOUTHEAST CORNER OF
 BJ0253'A STEEL CATTLEGUARD, 89.6 FT SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FT
 BJ0253'NORTHWEST OF A POWER LINE POLE WITH STEP PEGS, THE DISK IS 0.5 FT
 BJ0253'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0253'4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0284 ***********************************************************************
 BJ0284  DESIGNATION -  K 292
 BJ0284  PID         -  BJ0284
 BJ0284  STATE/COUNTY-  LA/IBERVILLE
 BJ0284  USGS QUAD   -  COW BAYOU (1992)
 BJ0284
 BJ0284                         *CURRENT SURVEY CONTROL
 BJ0284  ___________________________________________________________________
 BJ0284* NAD 83(1986)-  30 22 22.     (N)    091 31 01.     (W)     SCALED    
 BJ0284* NAVD 88     -         2.496  (meters)       8.19   (feet)  ADJUSTED  
 BJ0284  ___________________________________________________________________
 BJ0284  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0284  DYNAMIC HT  -           2.493 (meters)       8.18  (feet)  COMP
 BJ0284  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 BJ0284
 BJ0284  VERT ORDER  -  FIRST     CLASS I
 BJ0284
 BJ0284.The horizontal coordinates were scaled from a topographic map and have
 BJ0284.an estimated accuracy of +/- 6 seconds.
 BJ0284
 BJ0284.The orthometric height was determined by differential leveling
 BJ0284.and adjusted by the National Geodetic Survey in February 1994..
 BJ0284
 BJ0284.The geoid height was determined by GEOID03.
 BJ0284
 BJ0284.The dynamic height is computed by dividing the NAVD 88
 BJ0284.geopotential number by the normal gravity value computed on the
 BJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0284.degrees latitude (g = 980.6199 gals.).
 BJ0284
 BJ0284.The modeled gravity was interpolated from observed gravity values.
 BJ0284
 BJ0284;                    North         East    Units  Estimated Accuracy
 BJ0284;SPC LA S     -   207,600.      982,350.      MT  (+/- 180 meters Scaled)
 BJ0284
 BJ0284                          SUPERSEDED SURVEY CONTROL
 BJ0284
 BJ0284  NGVD 29 (??/??/??)    2.514  (m)            8.25   (f) ADJUSTED    1 1
 BJ0284
 BJ0284.Superseded values are not recommended for survey control.
 BJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0284.See file dsdata.txt to determine how the superseded data were derived.
 BJ0284
 BJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP425610(NAD 83)
 BJ0284_MARKER: DB = BENCH MARK DISK
 BJ0284_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0284+WITH SETTING: INTO GROUND
 BJ0284_SP_SET: METAL ROD WITH BASE PLATE
 BJ0284_STAMPING: K 292 1976
 BJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0284+STABILITY: SURFACE MOTION
 BJ0284
 BJ0284  HISTORY     - Date     Condition        Report By
 BJ0284  HISTORY     - 1976     MONUMENTED       NGS
 BJ0284  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0284
 BJ0284                          STATION DESCRIPTION
 BJ0284
 BJ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0284'2.0 MI SOUTH FROM RAMAH.
 BJ0284'2.0 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0284'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, 0.2 MILE
 BJ0284'NORTH OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTHWEST OVER THE
 BJ0284'LEVEE, 81 FT EAST OF THE CENTER LINE OF THE ROAD THE DISK IS 0.6 FT
 BJ0284'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0284'PLASTIC SCREW PLUG.
 BJ0284
 BJ0284                          STATION RECOVERY (1990)
 BJ0284
 BJ0284'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0838 ***********************************************************************
 BJ0838  DESIGNATION -  K 293
 BJ0838  PID         -  BJ0838
 BJ0838  STATE/COUNTY-  LA/IBERVILLE
 BJ0838  USGS QUAD   -  PIGEON (1980)
 BJ0838
 BJ0838                         *CURRENT SURVEY CONTROL
 BJ0838  ___________________________________________________________________
 BJ0838* NAD 83(1986)-  30 04 20.     (N)    091 17 45.     (W)     SCALED    
 BJ0838* NAVD 88     -         1.534  (meters)       5.03   (feet)  ADJUSTED  
 BJ0838  ___________________________________________________________________
 BJ0838  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BJ0838  DYNAMIC HT  -           1.532 (meters)       5.03  (feet)  COMP
 BJ0838  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 BJ0838
 BJ0838  VERT ORDER  -  FIRST     CLASS I
 BJ0838
 BJ0838.The horizontal coordinates were scaled from a topographic map and have
 BJ0838.an estimated accuracy of +/- 6 seconds.
 BJ0838
 BJ0838.The orthometric height was determined by differential leveling
 BJ0838.and adjusted by the National Geodetic Survey in February 1994..
 BJ0838
 BJ0838.The geoid height was determined by GEOID03.
 BJ0838
 BJ0838.The dynamic height is computed by dividing the NAVD 88
 BJ0838.geopotential number by the normal gravity value computed on the
 BJ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0838.degrees latitude (g = 980.6199 gals.).
 BJ0838
 BJ0838.The modeled gravity was interpolated from observed gravity values.
 BJ0838
 BJ0838;                    North         East    Units  Estimated Accuracy
 BJ0838;SPC LA S     -   174,270.    1,003,620.      MT  (+/- 180 meters Scaled)
 BJ0838
 BJ0838                          SUPERSEDED SURVEY CONTROL
 BJ0838
 BJ0838  NGVD 29 (??/??/??)    1.573  (m)            5.16   (f) ADJUSTED    1 1
 BJ0838
 BJ0838.Superseded values are not recommended for survey control.
 BJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0838.See file dsdata.txt to determine how the superseded data were derived.
 BJ0838
 BJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP642280(NAD 83)
 BJ0838_MARKER: DB = BENCH MARK DISK
 BJ0838_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0838_SP_SET: COPPER-CLAD STEEL ROD
 BJ0838_STAMPING: K 293 1976
 BJ0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0838
 BJ0838  HISTORY     - Date     Condition        Report By
 BJ0838  HISTORY     - 1976     MONUMENTED       NGS
 BJ0838
 BJ0838                          STATION DESCRIPTION
 BJ0838
 BJ0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0838'IN PIGEON.
 BJ0838'AT PIGEON, 0.65 MILE NORTHWEST ALONG AN ASPHALT ROAD FROM THE SOUTH
 BJ0838'END OF A DRAWBRIDGE OVER THE LOWER GRAND RIVER, AT THE JUNCTION OF A
 BJ0838'CONCRETE DRIVEWAY TO THE HEDGES BRICK RESIDENCE, 54 FT NORTHEAST OF
 BJ0838'THE CENTER LINE OF THE ROAD, 50 FT NORTHWEST OF THE CENTER LINE OF
 BJ0838'THE DRIVEWAY, 57.1 FT SOUTHWEST OF THE WEST CORNER OF THE HOUSE,
 BJ0838'31 FT SOUTH OF THE SOUTH CORNER OF A CYCLONE FENCE, 2 FT SOUTHWEST
 BJ0838'OF POWER LINE POLE NUMBER 82 WITH A TRANSFORMER AND TWO GUY WIRES.
 BJ0838'THE DISK IS 0.4 FT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0733 ***********************************************************************
 BJ0733  DESIGNATION -  K 294
 BJ0733  PID         -  BJ0733
 BJ0733  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0733  USGS QUAD   -  ERWINVILLE (1980)
 BJ0733
 BJ0733                         *CURRENT SURVEY CONTROL
 BJ0733  ___________________________________________________________________
 BJ0733* NAD 83(1986)-  30 31 31.     (N)    091 23 02.     (W)     SCALED    
 BJ0733* NAVD 88     -         7.132  (meters)      23.40   (feet)  ADJUSTED  
 BJ0733  ___________________________________________________________________
 BJ0733  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0733  DYNAMIC HT  -           7.122 (meters)      23.37  (feet)  COMP
 BJ0733  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BJ0733
 BJ0733  VERT ORDER  -  FIRST     CLASS I
 BJ0733
 BJ0733.The horizontal coordinates were scaled from a topographic map and have
 BJ0733.an estimated accuracy of +/- 6 seconds.
 BJ0733
 BJ0733.The orthometric height was determined by differential leveling
 BJ0733.and adjusted by the National Geodetic Survey in February 1994..
 BJ0733
 BJ0733.The geoid height was determined by GEOID03.
 BJ0733
 BJ0733.The dynamic height is computed by dividing the NAVD 88
 BJ0733.geopotential number by the normal gravity value computed on the
 BJ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0733.degrees latitude (g = 980.6199 gals.).
 BJ0733
 BJ0733.The modeled gravity was interpolated from observed gravity values.
 BJ0733
 BJ0733;                    North         East    Units  Estimated Accuracy
 BJ0733;SPC LA S     -   224,500.      995,150.      MT  (+/- 180 meters Scaled)
 BJ0733
 BJ0733                          SUPERSEDED SURVEY CONTROL
 BJ0733
 BJ0733  NAVD 88 (06/15/91)    7.158  (m)           23.48   (f) UNKNOWN     1 1
 BJ0733  NGVD 29 (??/??/??)    7.121  (m)           23.36   (f) ADJUSTED    1 1
 BJ0733
 BJ0733.Superseded values are not recommended for survey control.
 BJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0733.See file dsdata.txt to determine how the superseded data were derived.
 BJ0733
 BJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP550781(NAD 83)
 BJ0733_MARKER: DB = BENCH MARK DISK
 BJ0733_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ0733_SP_SET: CONCRETE CURB
 BJ0733_STAMPING: K 294 1976
 BJ0733_MARK LOGO: NGS   
 BJ0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0733
 BJ0733  HISTORY     - Date     Condition        Report By
 BJ0733  HISTORY     - 1976     MONUMENTED       NGS
 BJ0733  HISTORY     - 1981     GOOD             LADTD
 BJ0733  HISTORY     - 1986     GOOD             NGS
 BJ0733
 BJ0733                          STATION DESCRIPTION
 BJ0733
 BJ0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0733'1.5 MI SE FROM ERWINVILLE.
 BJ0733'1.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0733'STATE HIGHWAY 413, 0.05 MILE SOUTHEAST OF THE SOUTHEAST MOST ENTRANCE
 BJ0733'ROAD TO THE STATE CAPITOL DRAGWAY, 20 FT. NORTHEAST OF THE CENTER
 BJ0733'LINE OF THE NORTHEAST HIGHWAY LANES, IN THE TOP OF THE NORTHWEST
 BJ0733'END OF THE NORTHEAST CONCRETE CURB OF A BRIDGE, 1.1 FT. SOUTHEAST OF
 BJ0733'THE NORTHWEST END OF THE CURB.
 BJ0733
 BJ0733                          STATION RECOVERY (1981)
 BJ0733
 BJ0733'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0733'RECOVERED IN GOOD CONDITION.
 BJ0733
 BJ0733                          STATION RECOVERY (1986)
 BJ0733
 BJ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0776 ***********************************************************************
 BJ0776  DESIGNATION -  K 295
 BJ0776  PID         -  BJ0776
 BJ0776  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0776  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0776
 BJ0776                         *CURRENT SURVEY CONTROL
 BJ0776  ___________________________________________________________________
 BJ0776* NAD 83(1986)-  30 27 42.     (N)    091 14 57.     (W)     SCALED    
 BJ0776* NAVD 88     -         6.346  (meters)      20.82   (feet)  ADJUSTED  
 BJ0776  ___________________________________________________________________
 BJ0776  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0776  DYNAMIC HT  -           6.337 (meters)      20.79  (feet)  COMP
 BJ0776  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BJ0776
 BJ0776  VERT ORDER  -  FIRST     CLASS I
 BJ0776
 BJ0776.The horizontal coordinates were scaled from a topographic map and have
 BJ0776.an estimated accuracy of +/- 6 seconds.
 BJ0776
 BJ0776.The orthometric height was determined by differential leveling
 BJ0776.and adjusted by the National Geodetic Survey in February 1994..
 BJ0776
 BJ0776.The geoid height was determined by GEOID03.
 BJ0776
 BJ0776.The dynamic height is computed by dividing the NAVD 88
 BJ0776.geopotential number by the normal gravity value computed on the
 BJ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0776.degrees latitude (g = 980.6199 gals.).
 BJ0776
 BJ0776.The modeled gravity was interpolated from observed gravity values.
 BJ0776
 BJ0776;                    North         East    Units  Estimated Accuracy
 BJ0776;SPC LA S     -   217,450.    1,008,080.      MT  (+/- 180 meters Scaled)
 BJ0776
 BJ0776                          SUPERSEDED SURVEY CONTROL
 BJ0776
 BJ0776  NGVD 29 (??/??/??)    6.337  (m)           20.79   (f) ADJUSTED    1 1
 BJ0776
 BJ0776.Superseded values are not recommended for survey control.
 BJ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0776.See file dsdata.txt to determine how the superseded data were derived.
 BJ0776
 BJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP680712(NAD 83)
 BJ0776_MARKER: DB = BENCH MARK DISK
 BJ0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0776_SP_SET: CULVERT
 BJ0776_STAMPING: K 295 1976
 BJ0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0776
 BJ0776  HISTORY     - Date     Condition        Report By
 BJ0776  HISTORY     - 1976     MONUMENTED       NGS
 BJ0776
 BJ0776                          STATION DESCRIPTION
 BJ0776
 BJ0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0776'3.1 MI WEST FROM PORT ALLEN.
 BJ0776'3.1 MILES WEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE, AT THE
 BJ0776'JUNCTION OF STATE HIGHWAYS 415 AND 986, AT THE POINT WHERE STATE
 BJ0776'HIGHWAY 76 TURNS TO THE WEST, 39 FT EAST OF THE CENTER LINE OF
 BJ0776'STATE HIGHWAY 415, 93 FT NORTH OF THE CENTER LINE OF STATE HIGHWAY
 BJ0776'986, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF A
 BJ0776'LARGE DOUBLE CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0553 ***********************************************************************
 BJ0553  DESIGNATION -  K 296
 BJ0553  PID         -  BJ0553
 BJ0553  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0553  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0553
 BJ0553                         *CURRENT SURVEY CONTROL
 BJ0553  ___________________________________________________________________
 BJ0553* NAD 83(1986)-  30 28 25.     (N)    091 12 03.     (W)     SCALED    
 BJ0553* NAVD 88     -         9.627  (meters)      31.58   (feet)  ADJUSTED  
 BJ0553  ___________________________________________________________________
 BJ0553  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0553  DYNAMIC HT  -           9.614 (meters)      31.54  (feet)  COMP
 BJ0553  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ0553
 BJ0553  VERT ORDER  -  FIRST     CLASS I
 BJ0553
 BJ0553.The horizontal coordinates were scaled from a topographic map and have
 BJ0553.an estimated accuracy of +/- 6 seconds.
 BJ0553
 BJ0553.The orthometric height was determined by differential leveling
 BJ0553.and adjusted by the National Geodetic Survey in February 1994..
 BJ0553
 BJ0553.The geoid height was determined by GEOID03.
 BJ0553
 BJ0553.The dynamic height is computed by dividing the NAVD 88
 BJ0553.geopotential number by the normal gravity value computed on the
 BJ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0553.degrees latitude (g = 980.6199 gals.).
 BJ0553
 BJ0553.The modeled gravity was interpolated from observed gravity values.
 BJ0553
 BJ0553;                    North         East    Units  Estimated Accuracy
 BJ0553;SPC LA S     -   218,770.    1,012,720.      MT  (+/- 180 meters Scaled)
 BJ0553
 BJ0553                          SUPERSEDED SURVEY CONTROL
 BJ0553
 BJ0553  NAVD 88 (06/15/91)    9.648  (m)           31.65   (f) UNKNOWN     1 1
 BJ0553  NGVD 29 (??/??/??)    9.613  (m)           31.54   (f) ADJUSTED    1 1
 BJ0553
 BJ0553.Superseded values are not recommended for survey control.
 BJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0553.See file dsdata.txt to determine how the superseded data were derived.
 BJ0553
 BJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP727726(NAD 83)
 BJ0553_MARKER: DB = BENCH MARK DISK
 BJ0553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0553_SP_SET: COPPER-CLAD STEEL ROD
 BJ0553_STAMPING: K 296 1976
 BJ0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0553
 BJ0553  HISTORY     - Date     Condition        Report By
 BJ0553  HISTORY     - 1976     MONUMENTED       NGS
 BJ0553
 BJ0553                          STATION DESCRIPTION
 BJ0553
 BJ0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0553'0.7 MI NORTH FROM PORT ALLEN.
 BJ0553'0.7 MILE NORTH ALONG STATE HIGHWAY 986 FROM ITS JUNCTION WITH THIRD
 BJ0553'STREET AT PORT ALLEN, 305 FT. NORTHEAST AND ACROSS THE TOP OF THE
 BJ0553'LEVEE FROM BENCH MARK P 287, 99 FT. EAST OF THE CENTER LINE OF THE
 BJ0553'TOP OF THE LEVEE, 241 FT. SOUTH OF THE CENTER LINE OF A GRAVEL ROAD
 BJ0553'NORTHWEST TO TOP OF THE LEVEE, 203 FT. WEST OF THE WEST EDGE OF THE
 BJ0553'MISSISSIPPI RIVER, NOTE-ROAD LEADING NORTHWEST TO TOP OF THE LEVEE
 BJ0553'IS DIRECTLY UNDER POWER LINE CROSSING, 104 FT. NORTH OF A 36-INCH
 BJ0553'LONE SYCAMORE TREE, NOTE-THIS BM WAS USED FOR A RIVER CROSSING,
 BJ0553'SUBJECT TO MOVEMENT OR LOSS IN FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0091 ***********************************************************************
 BK0091  DESIGNATION -  K 30
 BK0091  PID         -  BK0091
 BK0091  STATE/COUNTY-  LA/ST LANDRY
 BK0091  USGS QUAD   -  LAWTELL (1983)
 BK0091
 BK0091                         *CURRENT SURVEY CONTROL
 BK0091  ___________________________________________________________________
 BK0091* NAD 83(1986)-  30 32 02.     (N)    092 07 36.     (W)     SCALED    
 BK0091* NAVD 88     -        19.12   (+/-2cm)      62.7    (feet)  VERTCON   
 BK0091  ___________________________________________________________________
 BK0091  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0091
 BK0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0091
 BK0091.The horizontal coordinates were scaled from a topographic map and have
 BK0091.an estimated accuracy of +/- 6 seconds.
 BK0091
 BK0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0091.The vertical order pertains to the NGVD 29 superseded value.
 BK0091
 BK0091.The geoid height was determined by GEOID03.
 BK0091
 BK0091;                    North         East    Units  Estimated Accuracy
 BK0091;SPC LA S     -   225,710.      923,870.      MT  (+/- 180 meters Scaled)
 BK0091
 BK0091                          SUPERSEDED SURVEY CONTROL
 BK0091
 BK0091  NGVD 29 (??/??/??)   19.077  (m)           62.59   (f) ADJUSTED    2 0
 BK0091
 BK0091.Superseded values are not recommended for survey control.
 BK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0091.See file dsdata.txt to determine how the superseded data were derived.
 BK0091
 BK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP837782(NAD 83)
 BK0091_MARKER: DB = BENCH MARK DISK
 BK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0091_STAMPING: K 30 1935
 BK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0091+STABILITY: SURFACE MOTION
 BK0091
 BK0091  HISTORY     - Date     Condition        Report By
 BK0091  HISTORY     - 1935     MONUMENTED       CGS
 BK0091  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0091
 BK0091                          STATION DESCRIPTION
 BK0091
 BK0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0091'2.9 MI W FROM OPELOUSAS.
 BK0091'2.9 MI W OF AND ALONG THE M P R R 50 FEET N OF THE TRACK.  45 FEET W
 BK0091'ALONG TRACK FROM BRIDGE 587.8.  40 FEET W OF SIDE ROAD CROSSING
 BK0091'RAILWAY AT THIS POINT.  ALSO CLOSE TO FENCE CORNER.
 BK0091
 BK0091                          STATION RECOVERY (1980)
 BK0091
 BK0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2274 ***********************************************************************
 BX2274  DESIGNATION -  K 301
 BX2274  PID         -  BX2274
 BX2274  STATE/COUNTY-  LA/RAPIDES
 BX2274  USGS QUAD   -  RAPIDES (1992)
 BX2274
 BX2274                         *CURRENT SURVEY CONTROL
 BX2274  ___________________________________________________________________
 BX2274* NAD 83(1986)-  31 22 20.     (N)    092 35 15.     (W)     SCALED    
 BX2274* NAVD 88     -        25.819  (meters)      84.71   (feet)  ADJUSTED  
 BX2274  ___________________________________________________________________
 BX2274  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BX2274  DYNAMIC HT  -          25.787 (meters)      84.60  (feet)  COMP
 BX2274  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 BX2274
 BX2274  VERT ORDER  -  FIRST     CLASS I
 BX2274
 BX2274.The horizontal coordinates were scaled from a topographic map and have
 BX2274.an estimated accuracy of +/- 6 seconds.
 BX2274
 BX2274.The orthometric height was determined by differential leveling
 BX2274.and adjusted by the National Geodetic Survey in February 1994..
 BX2274
 BX2274.The geoid height was determined by GEOID03.
 BX2274
 BX2274.The dynamic height is computed by dividing the NAVD 88
 BX2274.geopotential number by the normal gravity value computed on the
 BX2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2274.degrees latitude (g = 980.6199 gals.).
 BX2274
 BX2274.The modeled gravity was interpolated from observed gravity values.
 BX2274
 BX2274;                    North         East    Units  Estimated Accuracy
 BX2274;SPC LA N     -    96,710.      991,680.      MT  (+/- 180 meters Scaled)
 BX2274
 BX2274                          SUPERSEDED SURVEY CONTROL
 BX2274
 BX2274  NAVD 88 (06/15/91)   25.818  (m)           84.70   (f) UNKNOWN     1 1
 BX2274  NGVD 29 (??/??/??)   25.811  (m)           84.68   (f) ADJUSTED    1 1
 BX2274
 BX2274.Superseded values are not recommended for survey control.
 BX2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2274.See file dsdata.txt to determine how the superseded data were derived.
 BX2274
 BX2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ392709(NAD 83)
 BX2274_MARKER: DB = BENCH MARK DISK
 BX2274_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2274+WITH SETTING: INTO GROUND
 BX2274_SP_SET: METAL ROD WITH BASE PLATE
 BX2274_STAMPING: K 301 1977
 BX2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2274+STABILITY: SURFACE MOTION
 BX2274
 BX2274  HISTORY     - Date     Condition        Report By
 BX2274  HISTORY     - 1977     MONUMENTED       NGS
 BX2274  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2274
 BX2274                          STATION DESCRIPTION
 BX2274
 BX2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2274'6.0 MI SE FROM BOYCE.
 BX2274'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST
 BX2274'OFFICE AT BOYCE, THENCE 5.35 MILES EAST ALONG THE TEXAS AND
 BX2274'PACIFIC RAILROAD AT THE SMALL COMMUNITY OF RAPIDES, THENCE
 BX2274'0.5 MILE NORTH ALONG A PAVED ROAD TO THE TRUCKLINE GAS
 BX2274'COMPANY SUBSTATION AT TOE OF LEVEE, ABOUT 250 FEET SOUTH OF TOP
 BX2274'OF LEVEE AND PAVED ROAD CROSSING LEVEE, 147 FEET SOUTHEAST OF A
 BX2274'POWER POLE AT TOE OF LEVEE, 24 FEET WEST OF CENTER OF PAVED ROAD,
 BX2274'14 FEET NORTH OF CENTER OF METAL GATE LEADING TO SUBSTATION
 BX2274'ON WEST SIDE OF ROAD, 1 FOOT EAST OF FENCE.
 BX2274
 BX2274                          STATION RECOVERY (1999)
 BX2274
 BX2274'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2239 ***********************************************************************
 BX2239  DESIGNATION -  K 302
 BX2239  PID         -  BX2239
 BX2239  STATE/COUNTY-  LA/AVOYELLES
 BX2239  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2239
 BX2239                         *CURRENT SURVEY CONTROL
 BX2239  ___________________________________________________________________
 BX2239* NAD 83(1986)-  31 12 21.     (N)    092 02 45.     (W)     SCALED    
 BX2239* NAVD 88     -        18.674  (meters)      61.27   (feet)  ADJUSTED  
 BX2239  ___________________________________________________________________
 BX2239  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX2239  DYNAMIC HT  -          18.651 (meters)      61.19  (feet)  COMP
 BX2239  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 BX2239
 BX2239  VERT ORDER  -  FIRST     CLASS I
 BX2239
 BX2239.The horizontal coordinates were scaled from a topographic map and have
 BX2239.an estimated accuracy of +/- 6 seconds.
 BX2239
 BX2239.The orthometric height was determined by differential leveling
 BX2239.and adjusted by the National Geodetic Survey in February 1994..
 BX2239
 BX2239.The geoid height was determined by GEOID03.
 BX2239
 BX2239.The dynamic height is computed by dividing the NAVD 88
 BX2239.geopotential number by the normal gravity value computed on the
 BX2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2239.degrees latitude (g = 980.6199 gals.).
 BX2239
 BX2239.The modeled gravity was interpolated from observed gravity values.
 BX2239
 BX2239;                    North         East    Units  Estimated Accuracy
 BX2239;SPC LA N     -    78,350.    1,043,280.      MT  (+/- 180 meters Scaled)
 BX2239
 BX2239                          SUPERSEDED SURVEY CONTROL
 BX2239
 BX2239  NAVD 88 (06/15/91)   18.683  (m)           61.30   (f) UNKNOWN     1 1
 BX2239  NGVD 29 (??/??/??)   18.638  (m)           61.15   (f) ADJUSTED    1 1
 BX2239
 BX2239.Superseded values are not recommended for survey control.
 BX2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2239.See file dsdata.txt to determine how the superseded data were derived.
 BX2239
 BX2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ908528(NAD 83)
 BX2239_MARKER: DB = BENCH MARK DISK
 BX2239_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2239+WITH SETTING: INTO GROUND
 BX2239_SP_SET: METAL ROD WITH BASE PLATE
 BX2239_STAMPING: K 302 1977
 BX2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2239+STABILITY: SURFACE MOTION
 BX2239
 BX2239  HISTORY     - Date     Condition        Report By
 BX2239  HISTORY     - 1977     MONUMENTED       NGS
 BX2239
 BX2239                          STATION DESCRIPTION
 BX2239
 BX2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2239'8.9 MI EAST FROM EFFIE.
 BX2239'8.9 MILES EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2239'STATE HIGHWAYS 107 AND 115 AT EFFIE, IN A FIELD, 114 FEET
 BX2239'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,3 FEET EAST OF A
 BX2239'POWER LINE POLE WITH 2 TRANSFORMERS AND 1 GUY WIRE. THE MARK
 BX2239'IS SURROUNDED BY THE WITNESS POST AND 2 ORANGE 1 INCH IRON
 BX2239'PIPES WHICH PROJECTS ABOUT 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2324 ***********************************************************************
 BX2324  DESIGNATION -  K 303
 BX2324  PID         -  BX2324
 BX2324  STATE/COUNTY-  LA/NATCHITOCHES
 BX2324  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2324
 BX2324                         *CURRENT SURVEY CONTROL
 BX2324  ___________________________________________________________________
 BX2324* NAD 83(1986)-  31 44 11.     (N)    093 00 09.     (W)     SCALED    
 BX2324* NAVD 88     -        33.324  (meters)     109.33   (feet)  ADJUSTED  
 BX2324  ___________________________________________________________________
 BX2324  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2324  DYNAMIC HT  -          33.285 (meters)     109.20  (feet)  COMP
 BX2324  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BX2324
 BX2324  VERT ORDER  -  FIRST     CLASS I
 BX2324
 BX2324.The horizontal coordinates were scaled from a topographic map and have
 BX2324.an estimated accuracy of +/- 6 seconds.
 BX2324
 BX2324.The orthometric height was determined by differential leveling
 BX2324.and adjusted by the National Geodetic Survey in February 1994..
 BX2324
 BX2324.The geoid height was determined by GEOID03.
 BX2324
 BX2324.The dynamic height is computed by dividing the NAVD 88
 BX2324.geopotential number by the normal gravity value computed on the
 BX2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2324.degrees latitude (g = 980.6199 gals.).
 BX2324
 BX2324.The modeled gravity was interpolated from observed gravity values.
 BX2324
 BX2324;                    North         East    Units  Estimated Accuracy
 BX2324;SPC LA N     -   137,200.      952,390.      MT  (+/- 180 meters Scaled)
 BX2324
 BX2324                          SUPERSEDED SURVEY CONTROL
 BX2324
 BX2324  NAVD 88 (06/15/91)   33.324  (m)          109.33   (f) UNKNOWN     1 1
 BX2324  NGVD 29 (??/??/??)   33.359  (m)          109.45   (f) ADJUSTED    1 1
 BX2324
 BX2324.Superseded values are not recommended for survey control.
 BX2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2324.See file dsdata.txt to determine how the superseded data were derived.
 BX2324
 BX2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR997112(NAD 83)
 BX2324_MARKER: DB = BENCH MARK DISK
 BX2324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2324_SP_SET: COPPER-CLAD STEEL ROD
 BX2324_STAMPING: K 303 1977
 BX2324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2324
 BX2324  HISTORY     - Date     Condition        Report By
 BX2324  HISTORY     - 1977     MONUMENTED       NGS
 BX2324  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2324
 BX2324                          STATION DESCRIPTION
 BX2324
 BX2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2324'10 MI SE FROM NATCHITOCHES.
 BX2324'3.3 MILES NORTHEAST ALONG WILLIAMS AVENUE FROM THE JUNCTION OF
 BX2324'THE NORTH BRIDGE OVER THE CANE RIVER AT NATCHITOCHES TO THE BETHEL
 BX2324'BAPTIST CHURCH, THENCE 6.7 MILES SOUTHEAST ALONG THE LEVEE WHICH
 BX2324'IS ALSO A GRAVEL ROAD, 58 FEET NORTH OF THE NORTH CORNER OF THE
 BX2324'HOME OF MR. RICK HAMPTON, 75 FEET SOUTHWEST OF THE CENTER OF THE
 BX2324'LEVEE, 18 FEET NORTHWEST OF THE CENTER OF A CATTLE GUARD BY THE
 BX2324'HOUSE, 17 FEET SOUTHEAST OF THE FRONT OF A WELL HOUSE, AND 2 FEET
 BX2324'SOUTHWEST OF A FENCE.
 BX2324
 BX2324                          STATION RECOVERY (1995)
 BX2324
 BX2324'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2358 ***********************************************************************
 BX2358  DESIGNATION -  K 304
 BX2358  PID         -  BX2358
 BX2358  STATE/COUNTY-  LA/RED RIVER
 BX2358  USGS QUAD   -  HANNA (1992)
 BX2358
 BX2358                         *CURRENT SURVEY CONTROL
 BX2358  ___________________________________________________________________
 BX2358* NAD 83(1986)-  31 54 55.     (N)    093 17 28.     (W)     SCALED    
 BX2358* NAVD 88     -        38.950  (meters)     127.79   (feet)  ADJUSTED  
 BX2358  ___________________________________________________________________
 BX2358  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX2358  DYNAMIC HT  -          38.904 (meters)     127.64  (feet)  COMP
 BX2358  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 BX2358
 BX2358  VERT ORDER  -  FIRST     CLASS I
 BX2358
 BX2358.The horizontal coordinates were scaled from a topographic map and have
 BX2358.an estimated accuracy of +/- 6 seconds.
 BX2358
 BX2358.The orthometric height was determined by differential leveling
 BX2358.and adjusted by the National Geodetic Survey in February 1994..
 BX2358
 BX2358.The geoid height was determined by GEOID03.
 BX2358
 BX2358.The dynamic height is computed by dividing the NAVD 88
 BX2358.geopotential number by the normal gravity value computed on the
 BX2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2358.degrees latitude (g = 980.6199 gals.).
 BX2358
 BX2358.The modeled gravity was interpolated from observed gravity values.
 BX2358
 BX2358;                    North         East    Units  Estimated Accuracy
 BX2358;SPC LA N     -   157,190.      925,180.      MT  (+/- 180 meters Scaled)
 BX2358
 BX2358                          SUPERSEDED SURVEY CONTROL
 BX2358
 BX2358  NAVD 88 (06/15/91)   38.949  (m)          127.79   (f) UNKNOWN     1 1
 BX2358  NGVD 29 (??/??/??)   39.006  (m)          127.97   (f) ADJUSTED    1 1
 BX2358
 BX2358.Superseded values are not recommended for survey control.
 BX2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2358.See file dsdata.txt to determine how the superseded data were derived.
 BX2358
 BX2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR724310(NAD 83)
 BX2358_MARKER: DB = BENCH MARK DISK
 BX2358_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2358+WITH SETTING: INTO GROUND
 BX2358_SP_SET: METAL ROD WITH BASE PLATE
 BX2358_STAMPING: K 304
 BX2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2358+STABILITY: SURFACE MOTION
 BX2358
 BX2358  HISTORY     - Date     Condition        Report By
 BX2358  HISTORY     - 1977     MONUMENTED       NGS
 BX2358  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2358
 BX2358                          STATION DESCRIPTION
 BX2358
 BX2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2358'0.9 MI SE FROM LAKE END.
 BX2358'0.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2358'STATE HIGHWAY 174 AT LAKE END, 62 FEET SOUTH OF THE SOUTH RAIL,
 BX2358'59 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET EAST
 BX2358'OF A POWERLINE POLE.
 BX2358
 BX2358                          STATION RECOVERY (2001)
 BX2358
 BX2358'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2113 ***********************************************************************
 CQ2113  DESIGNATION -  K 305
 CQ2113  PID         -  CQ2113
 CQ2113  STATE/COUNTY-  LA/CADDO
 CQ2113  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ2113
 CQ2113                         *CURRENT SURVEY CONTROL
 CQ2113  ___________________________________________________________________
 CQ2113* NAD 83(1986)-  32 26 43.     (N)    093 42 15.     (W)     SCALED    
 CQ2113* NAVD 88     -        49.150  (meters)     161.25   (feet)  ADJUSTED  
 CQ2113  ___________________________________________________________________
 CQ2113  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2113  DYNAMIC HT  -          49.094 (meters)     161.07  (feet)  COMP
 CQ2113  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 CQ2113
 CQ2113  VERT ORDER  -  FIRST     CLASS I
 CQ2113
 CQ2113.The horizontal coordinates were scaled from a topographic map and have
 CQ2113.an estimated accuracy of +/- 6 seconds.
 CQ2113
 CQ2113.The orthometric height was determined by differential leveling
 CQ2113.and adjusted by the National Geodetic Survey in June 1991..
 CQ2113
 CQ2113.The geoid height was determined by GEOID03.
 CQ2113
 CQ2113.The dynamic height is computed by dividing the NAVD 88
 CQ2113.geopotential number by the normal gravity value computed on the
 CQ2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2113.degrees latitude (g = 980.6199 gals.).
 CQ2113
 CQ2113.The modeled gravity was interpolated from observed gravity values.
 CQ2113
 CQ2113;                    North         East    Units  Estimated Accuracy
 CQ2113;SPC LA N     -   216,320.      886,780.      MT  (+/- 180 meters Scaled)
 CQ2113
 CQ2113                          SUPERSEDED SURVEY CONTROL
 CQ2113
 CQ2113  NGVD 29 (??/??/??)   49.216  (m)          161.47   (f) ADJUSTED    1 1
 CQ2113
 CQ2113.Superseded values are not recommended for survey control.
 CQ2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2113.See file dsdata.txt to determine how the superseded data were derived.
 CQ2113
 CQ2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR338900(NAD 83)
 CQ2113_MARKER: DB = BENCH MARK DISK
 CQ2113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ2113_SP_SET: CONCRETE HEADWALL
 CQ2113_STAMPING: K 305 1977
 CQ2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2113
 CQ2113  HISTORY     - Date     Condition        Report By
 CQ2113  HISTORY     - 1977     MONUMENTED       NGS
 CQ2113  HISTORY     - 1989     GOOD             USPSQD
 CQ2113
 CQ2113                          STATION DESCRIPTION
 CQ2113
 CQ2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2113'1.9 MI SE FROM SHREVEPORT.
 CQ2113'1.0 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD STATION
 CQ2113'POST OFFICE AT SHREVEPORT, THENCE 0.9 MILE EAST ALONG STATE HIGH-
 CQ2113'WAY 511, 108 FEET NORTHEAST OF THE CENTER LINE OF A PAVED ROAD
 CQ2113'LEADING EAST, 26 FEET SOUTHEAST OF OF THE CENTER LINE OF THE
 CQ2113'SOUTHEAST LANE OF HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST END
 CQ2113'OF THE HEADWALL OF A 2 CHANNELED CONCTETE BOX CULVERT.
 CQ2113
 CQ2113                          STATION RECOVERY (1989)
 CQ2113
 CQ2113'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2144 ***********************************************************************
 CQ2144  DESIGNATION -  K 306
 CQ2144  PID         -  CQ2144
 CQ2144  STATE/COUNTY-  LA/CADDO
 CQ2144  USGS QUAD   -  DIXIE (1982)
 CQ2144
 CQ2144                         *CURRENT SURVEY CONTROL
 CQ2144  ___________________________________________________________________
 CQ2144* NAD 83(1986)-  32 39 26.     (N)    093 48 39.     (W)     SCALED    
 CQ2144* NAVD 88     -        53.677  (meters)     176.11   (feet)  ADJUSTED  
 CQ2144  ___________________________________________________________________
 CQ2144  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2144  DYNAMIC HT  -          53.617 (meters)     175.91  (feet)  COMP
 CQ2144  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CQ2144
 CQ2144  VERT ORDER  -  FIRST     CLASS I
 CQ2144
 CQ2144.The horizontal coordinates were scaled from a topographic map and have
 CQ2144.an estimated accuracy of +/- 6 seconds.
 CQ2144
 CQ2144.The orthometric height was determined by differential leveling
 CQ2144.and adjusted by the National Geodetic Survey in June 1991..
 CQ2144
 CQ2144.The geoid height was determined by GEOID03.
 CQ2144
 CQ2144.The dynamic height is computed by dividing the NAVD 88
 CQ2144.geopotential number by the normal gravity value computed on the
 CQ2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2144.degrees latitude (g = 980.6199 gals.).
 CQ2144
 CQ2144.The modeled gravity was interpolated from observed gravity values.
 CQ2144
 CQ2144;                    North         East    Units  Estimated Accuracy
 CQ2144;SPC LA N     -   239,930.      877,030.      MT  (+/- 180 meters Scaled)
 CQ2144
 CQ2144                          SUPERSEDED SURVEY CONTROL
 CQ2144
 CQ2144  NGVD 29 (??/??/??)   53.733  (m)          176.29   (f) ADJUSTED    1 1
 CQ2144
 CQ2144.Superseded values are not recommended for survey control.
 CQ2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2144.See file dsdata.txt to determine how the superseded data were derived.
 CQ2144
 CQ2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS239135(NAD 83)
 CQ2144_MARKER: DB = BENCH MARK DISK
 CQ2144_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2144+WITH SETTING: INTO GROUND
 CQ2144_SP_SET: METAL ROD WITH BASE PLATE
 CQ2144_STAMPING: K 306 1977
 CQ2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2144+STABILITY: SURFACE MOTION
 CQ2144
 CQ2144  HISTORY     - Date     Condition        Report By
 CQ2144  HISTORY     - 1977     MONUMENTED       NGS
 CQ2144  HISTORY     - 20000206 MARK NOT FOUND   USPSQD
 CQ2144
 CQ2144                          STATION DESCRIPTION
 CQ2144
 CQ2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2144'3.0 MI SE FROM DIXIE.
 CQ2144'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE
 CQ2144'AT DIXIE, 112 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 90
 CQ2144'FEET NORTH OF A POLE, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 CQ2144'THE TEXAS AND PACIFIC RAILROAD, 9 FEET SOUTHWEST OF A BARBED WIRE
 CQ2144'FENCE, AND SURROUNDED BY 2 ORANGE WITNESS POSTS.
 CQ2144
 CQ2144                          STATION RECOVERY (2000)
 CQ2144
 CQ2144'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2173 ***********************************************************************
 CQ2173  DESIGNATION -  K 307
 CQ2173  PID         -  CQ2173
 CQ2173  STATE/COUNTY-  LA/CADDO
 CQ2173  USGS QUAD   -  WARDVIEW (1971)
 CQ2173
 CQ2173                         *CURRENT SURVEY CONTROL
 CQ2173  ___________________________________________________________________
 CQ2173* NAD 83(1986)-  32 53 00.     (N)    093 49 27.     (W)     SCALED    
 CQ2173* NAVD 88     -        61.340  (meters)     201.25   (feet)  ADJUSTED  
 CQ2173  ___________________________________________________________________
 CQ2173  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ2173  DYNAMIC HT  -          61.272 (meters)     201.02  (feet)  COMP
 CQ2173  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 CQ2173
 CQ2173  VERT ORDER  -  FIRST     CLASS I
 CQ2173
 CQ2173.The horizontal coordinates were scaled from a topographic map and have
 CQ2173.an estimated accuracy of +/- 6 seconds.
 CQ2173
 CQ2173.The orthometric height was determined by differential leveling
 CQ2173.and adjusted by the National Geodetic Survey in June 1991..
 CQ2173
 CQ2173.The geoid height was determined by GEOID03.
 CQ2173
 CQ2173.The dynamic height is computed by dividing the NAVD 88
 CQ2173.geopotential number by the normal gravity value computed on the
 CQ2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2173.degrees latitude (g = 980.6199 gals.).
 CQ2173
 CQ2173.The modeled gravity was interpolated from observed gravity values.
 CQ2173
 CQ2173;                    North         East    Units  Estimated Accuracy
 CQ2173;SPC LA N     -   265,020.      876,090.      MT  (+/- 180 meters Scaled)
 CQ2173
 CQ2173                          SUPERSEDED SURVEY CONTROL
 CQ2173
 CQ2173  NGVD 29 (??/??/??)   61.386  (m)          201.40   (f) ADJUSTED    1 1
 CQ2173
 CQ2173.Superseded values are not recommended for survey control.
 CQ2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2173.See file dsdata.txt to determine how the superseded data were derived.
 CQ2173
 CQ2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS229386(NAD 83)
 CQ2173_MARKER: DV = VERTICAL CONTROL DISK
 CQ2173_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2173+WITH SETTING: INTO GROUND
 CQ2173_SP_SET: METAL ROD WITH BASE PLATE
 CQ2173_STAMPING: K 307 1977
 CQ2173_MARK LOGO: NGS   
 CQ2173_MAGNETIC: I = MARKER IS A STEEL ROD
 CQ2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2173+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 CQ2173
 CQ2173  HISTORY     - Date     Condition        Report By
 CQ2173  HISTORY     - 1977     MONUMENTED       NGS
 CQ2173  HISTORY     - 19940817 GOOD             LADTD
 CQ2173  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ2173
 CQ2173                          STATION DESCRIPTION
 CQ2173
 CQ2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2173'9.2 MI NE FROM GILLIAM.
 CQ2173'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE TEXAS AND PACIFIC
 CQ2173'RAILROAD CROSSING AT GILLIAM, THENCE 3.1 MILES EAST ALONG SARTOR ROAD,
 CQ2173'THENCE 6.0 MILES NORTH ALONG THE LEVEE, 0.7 MILE SOUTH OF THE JUNCTION
 CQ2173'WITH STATE HIGHWAY 2, AT THE OUTSIDE OF A CURVE, 46 FEET WEST OF THE
 CQ2173'CENTER LINE OF THE LEVEE, AND 3 FEET EAST OF A BARBED WIRE FENCE.
 CQ2173
 CQ2173                          STATION RECOVERY (1994)
 CQ2173
 CQ2173'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (TLH)
 CQ2173'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF HOSSTON, 15.0 MI
 CQ2173'(24.1 KM) WEST OF PLAIN DEALING AND 22.0 MI (35.4 KM) NORTH OF
 CQ2173'SHREVEPORT, ON THE WEST BANK OF THE RED RIVER.  OWNERSHIP--UNKNOWN. TO
 CQ2173'REACH THE STATION FROM THE WEST END OF THE STATE HIGHWAY 2 BRIDGE OVER
 CQ2173'THE RED RIVER, GO SOUTH FOR 0.7 MI (1.1 KM) ON TOP OF THE LEVEE TO THE
 CQ2173'STATION SET ON THE RIGHT AT THE FOOT OF THE LEVEE, ON THE OUTSIDE OF A
 CQ2173'CURVE.  THE STATION IS 46.0 FT (14.0 M) WEST FROM THE CENTER OF THE
 CQ2173'LEVEE, 10.0 FT (3.0 M) NORTH FROM THE CENTER OF THE CURVE AND ABOUT
 CQ2173'20.0 FT (6.1 M) BELOW THE TOP OF THE LEVEE.
 CQ2173
 CQ2173                          STATION RECOVERY (2000)
 CQ2173
 CQ2173'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2414 ***********************************************************************
 CQ2414  DESIGNATION -  K 329
 CQ2414  PID         -  CQ2414
 CQ2414  STATE/COUNTY-  LA/WEBSTER
 CQ2414  USGS QUAD   -  FRYEBURG (1986)
 CQ2414
 CQ2414                         *CURRENT SURVEY CONTROL
 CQ2414  ___________________________________________________________________
 CQ2414* NAD 83(1986)-  32 28 21.     (N)    093 11 49.     (W)     SCALED    
 CQ2414* NAVD 88     -        94.22   (+/-2cm)     309.1    (feet)  VERTCON   
 CQ2414  ___________________________________________________________________
 CQ2414  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2414
 CQ2414  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2414
 CQ2414.The horizontal coordinates were scaled from a topographic map and have
 CQ2414.an estimated accuracy of +/- 6 seconds.
 CQ2414
 CQ2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2414.The vertical order pertains to the NGVD 29 superseded value.
 CQ2414
 CQ2414.The geoid height was determined by GEOID03.
 CQ2414
 CQ2414;                    North         East    Units  Estimated Accuracy
 CQ2414;SPC LA N     -   218,920.      934,490.      MT  (+/- 180 meters Scaled)
 CQ2414
 CQ2414                          SUPERSEDED SURVEY CONTROL
 CQ2414
 CQ2414  NGVD 29 (??/??/??)   94.291  (m)          309.35   (f) ADJUSTED    1 1
 CQ2414
 CQ2414.Superseded values are not recommended for survey control.
 CQ2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2414.See file dsdata.txt to determine how the superseded data were derived.
 CQ2414
 CQ2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR814928(NAD 83)
 CQ2414_MARKER: DB = BENCH MARK DISK
 CQ2414_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2414+WITH SETTING: INTO GROUND
 CQ2414_SP_SET: 4 FT 5/8 IN ROD
 CQ2414_STAMPING: K 329 1977
 CQ2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2414+STABILITY: SURFACE MOTION
 CQ2414
 CQ2414  HISTORY     - Date     Condition        Report By
 CQ2414  HISTORY     - 1977     MONUMENTED       NGS
 CQ2414
 CQ2414                          STATION DESCRIPTION
 CQ2414
 CQ2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2414'6.6 MI SE FROM DUBBERLY.
 CQ2414'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2414'ERLY, THENCE 2.3 MILES EAST ALONG PARISH ROAD 171, AT A POINT WHERE
 CQ2414'THE ROAD MAKES A 90 DEGREE TURN TO THE SOUTH AND INTERSECTS WITH
 CQ2414'PARISH ROAD 165, 110 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 CQ2414'EAST BOUND LANE OF ROAD 171, 37 FEET SOUTH OF A JUNCTION POWERLINE
 CQ2414'POLE, 176 FEET NORTH OF THE CENTER LINE OF ROAD 171 WHERE IT MAKES
 CQ2414'ANOTHER 90 DEGREE TURN TO THE EAST, AND 18 FEET EAST OF THE CENTER
 CQ2414'LINE OF ROAD 171.
 CQ2414'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2414'IN A PIPE PROJECTING +2 INCHES.
 CQ2414'1 FOOT WEST OF A WITNESS POST.
 CQ2414'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2439 ***********************************************************************
 CQ2439  DESIGNATION -  K 330
 CQ2439  PID         -  CQ2439
 CQ2439  STATE/COUNTY-  LA/WEBSTER
 CQ2439  USGS QUAD   -  HEFLIN (1972)
 CQ2439
 CQ2439                         *CURRENT SURVEY CONTROL
 CQ2439  ___________________________________________________________________
 CQ2439* NAD 83(1986)-  32 27 23.     (N)    093 15 50.     (W)     SCALED    
 CQ2439* NAVD 88     -        83.26   (+/-2cm)     273.2    (feet)  VERTCON   
 CQ2439  ___________________________________________________________________
 CQ2439  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2439
 CQ2439  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2439
 CQ2439.The horizontal coordinates were scaled from a topographic map and have
 CQ2439.an estimated accuracy of +/- 6 seconds.
 CQ2439
 CQ2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2439.The vertical order pertains to the NGVD 29 superseded value.
 CQ2439
 CQ2439.The geoid height was determined by GEOID03.
 CQ2439
 CQ2439;                    North         East    Units  Estimated Accuracy
 CQ2439;SPC LA N     -   217,170.      928,180.      MT  (+/- 180 meters Scaled)
 CQ2439
 CQ2439                          SUPERSEDED SURVEY CONTROL
 CQ2439
 CQ2439  NGVD 29 (??/??/??)   83.328  (m)          273.39   (f) ADJUSTED    1 1
 CQ2439
 CQ2439.Superseded values are not recommended for survey control.
 CQ2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2439.See file dsdata.txt to determine how the superseded data were derived.
 CQ2439
 CQ2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR751910(NAD 83)
 CQ2439_MARKER: DB = BENCH MARK DISK
 CQ2439_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2439+WITH SETTING: INTO GROUND
 CQ2439_SP_SET: 4 FT 5/8 IN ROD
 CQ2439_STAMPING: K 330 1977
 CQ2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2439+STABILITY: SURFACE MOTION
 CQ2439
 CQ2439  HISTORY     - Date     Condition        Report By
 CQ2439  HISTORY     - 1977     MONUMENTED       NGS
 CQ2439
 CQ2439                          STATION DESCRIPTION
 CQ2439
 CQ2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2439'IN CITY OF HEFLIN FROM HEFLIN.
 CQ2439'AT HEFLIN, 49 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 531,
 CQ2439'33 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 792, 13 FEET
 CQ2439'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK OF THE KANSAS
 CQ2439'CITY SOUTHERN RAILWAY, AND 19 FEET EAST OF THE CENTER OF A RAILWAY
 CQ2439'CROSSING SIGNAL.
 CQ2439'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET
 CQ2439'ENCASED IN A PIPE PROJECTING +2 INCHES.
 CQ2439'1 FOOT BELOW HIGHWAYS
 CQ2439'1 FOOT NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2446 ***********************************************************************
 CQ2446  DESIGNATION -  K 333
 CQ2446  PID         -  CQ2446
 CQ2446  STATE/COUNTY-  LA/BIENVILLE
 CQ2446  USGS QUAD   -  SALINE (1986)
 CQ2446
 CQ2446                         *CURRENT SURVEY CONTROL
 CQ2446  ___________________________________________________________________
 CQ2446* NAD 83(1986)-  32 11 56.     (N)    092 56 17.     (W)     SCALED    
 CQ2446* NAVD 88     -        60.14   (+/-2cm)     197.3    (feet)  VERTCON   
 CQ2446  ___________________________________________________________________
 CQ2446  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2446
 CQ2446  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2446
 CQ2446.The horizontal coordinates were scaled from a topographic map and have
 CQ2446.an estimated accuracy of +/- 6 seconds.
 CQ2446
 CQ2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2446.The vertical order pertains to the NGVD 29 superseded value.
 CQ2446
 CQ2446.The geoid height was determined by GEOID03.
 CQ2446
 CQ2446;                    North         East    Units  Estimated Accuracy
 CQ2446;SPC LA N     -   188,450.      958,700.      MT  (+/- 180 meters Scaled)
 CQ2446
 CQ2446                          SUPERSEDED SURVEY CONTROL
 CQ2446
 CQ2446  NGVD 29 (??/??/??)   60.191  (m)          197.48   (f) ADJUSTED    1 1
 CQ2446
 CQ2446.Superseded values are not recommended for survey control.
 CQ2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2446.See file dsdata.txt to determine how the superseded data were derived.
 CQ2446
 CQ2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR058624(NAD 83)
 CQ2446_MARKER: DB = BENCH MARK DISK
 CQ2446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2446_SP_SET: 20 FEET
 CQ2446_STAMPING: K 333 1977
 CQ2446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2446
 CQ2446  HISTORY     - Date     Condition        Report By
 CQ2446  HISTORY     - 1977     MONUMENTED       NGS
 CQ2446
 CQ2446                          STATION DESCRIPTION
 CQ2446
 CQ2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2446'3.7 MI NE FROM SALINE.
 CQ2446'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF STATE
 CQ2446'HIGHWAY 9 AT SALINE, 42 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 CQ2446'PAVED ROAD LEADING NORTHWEST, 55 FEET NORTHEAST OF THE CENTER LINE OF
 CQ2446'A PAVED ROAD LEADING NORTHWEST, 44 FEET WEST OF THE CENTER LINE OF THE
 CQ2446'HIGHWAY, 39 FEET NORTHWEST OF A JUNCTION POWER LINE POLE WITH A GUY
 CQ2446'WIRE AND A TRANSFORMER, AND 24 FEET NORTH OF A CABLE JUNCTION BOX 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1813 ***********************************************************************
 BW1813  HT_MOD      -  This is a Height Modernization Survey Station.
 BW1813  DESIGNATION -  K 336
 BW1813  PID         -  BW1813
 BW1813  STATE/COUNTY-  LA/CONCORDIA
 BW1813  USGS QUAD   -  FAIRVIEW (1983)
 BW1813
 BW1813                         *CURRENT SURVEY CONTROL
 BW1813  ___________________________________________________________________
 BW1813* NAD 83(1992)-  31 16 56.19124(N)    091 36 27.07329(W)     ADJUSTED  
 BW1813* NAVD 88     -        16.60   (meters)      54.5    (feet)  GPS OBS   
 BW1813  ___________________________________________________________________
 BW1813  X           -    -153,050.630 (meters)                     COMP
 BW1813  Y           -  -5,453,650.429 (meters)                     COMP
 BW1813  Z           -   3,292,674.669 (meters)                     COMP
 BW1813  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BW1813  ELLIP HEIGHT-         -10.18  (meters)          (06/28/04) GPS OBS
 BW1813  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1813  DYNAMIC HT  -          16.58  (meters)      54.4   (feet)  COMP
 BW1813  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BW1813
 BW1813  HORZ ORDER  -  B
 BW1813  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1813  ELLP ORDER  -  FOURTH    CLASS II
 BW1813
 BW1813.The horizontal coordinates were established by GPS observations
 BW1813.and adjusted by the National Geodetic Survey in June 2004..
 BW1813
 BW1813.The orthometric height was determined by GPS observations and a
 BW1813.high-resolution geoid model using precise GPS observation and
 BW1813.processing techniques. It supersedes the leveled height previously
 BW1813.determined for this station.
 BW1813.WARNING-GPS observations at this control monument resulted in a GPS
 BW1813.derived orthometric height which differed from the leveled height by
 BW1813.more than one decimeter (0.1 meter).
 BW1813.The vertical order pertains to the first NAVD 88 superseded value.
 BW1813
 BW1813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1813
 BW1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1813
 BW1813.The ellipsoidal height was determined by GPS observations
 BW1813.and is referenced to NAD 83.
 BW1813
 BW1813.The geoid height was determined by GEOID03.
 BW1813
 BW1813.The dynamic height is computed by dividing the NAVD 88
 BW1813.geopotential number by the normal gravity value computed on the
 BW1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1813.degrees latitude (g = 980.6199 gals.).
 BW1813
 BW1813.The modeled gravity was interpolated from observed gravity values.
 BW1813
 BW1813;                    North         East     Units Scale Factor Converg.
 BW1813;SPC LA N     -    87,085.990 1,084,980.486   MT  0.99997580   +0 28 18.7
 BW1813;SPC LA N     -   285,714.62  3,559,640.14   sFT  0.99997580   +0 28 18.7
 BW1813;UTM  15      - 3,461,722.269   632,547.415   MT  0.99981670   +0 43 23.4
 BW1813
 BW1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1813!SPC LA N     -   1.00000160  x   0.99997580  =   0.99997740
 BW1813!UTM  15      -   1.00000160  x   0.99981670  =   0.99981830
 BW1813
 BW1813                          SUPERSEDED SURVEY CONTROL
 BW1813
 BW1813  NAVD 88 (02/14/94)   16.481  (m)           54.07   (f) ADJUSTED    1 2
 BW1813  NAVD 88 (06/15/91)   16.503  (m)           54.14   (f) UNKNOWN     1 2
 BW1813  NGVD 29 (??/??/??)   16.462  (m)           54.01   (f) ADJUSTED    1 2
 BW1813
 BW1813.Superseded values are not recommended for survey control.
 BW1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1813.See file dsdata.txt to determine how the superseded data were derived.
 BW1813
 BW1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3254761722(NAD 83)
 BW1813_MARKER: DB = BENCH MARK DISK
 BW1813_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1813_SP_SET: STAINLESS STEEL ROD
 BW1813_STAMPING: K 336 1979
 BW1813_PROJECTION: RECESSED 5 CENTIMETERS
 BW1813_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1813+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW1813_ROD/PIPE-DEPTH: 9.14 meters
 BW1813
 BW1813  HISTORY     - Date     Condition        Report By
 BW1813  HISTORY     - 1979     MONUMENTED       NGS
 BW1813  HISTORY     - 2003     GOOD             PYBURN
 BW1813
 BW1813                          STATION DESCRIPTION
 BW1813
 BW1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1813'2.0 MI EAST FROM SLOCUM.
 BW1813'2.0 MILES EAST ALONG THE LOWER GRAVEL ROAD ON THE LEVEE FROM THE
 BW1813'JUNCTION OF HIGHWAY 15 IN SLOCUM, AT AN ANGLE IN A FENCE LINE, 0.35
 BW1813'MILE EAST OF A CATTLE GUARD CROSSING THE GRAVEL ROAD, 73 FEET NORTH OF
 BW1813'THE CENTER OF THE GRAVEL ROAD, 117 FEET EAST OF A 30-INCH LONE TREE,
 BW1813'2.8 FEET SOUTH OF A POWER POLE BRACED BY ONE GUY WIRE, 11.5 FEET
 BW1813'NORTH OF THE BASE OF THE GUY WIRE, 2.5 FEET SOUTH OF THE FENCE
 BW1813'LINE.
 BW1813'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BW1813
 BW1813                          STATION RECOVERY (2003)
 BW1813
 BW1813'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW1813'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1860 ***********************************************************************
 BW1860  DESIGNATION -  K 337
 BW1860  PID         -  BW1860
 BW1860  STATE/COUNTY-  LA/CONCORDIA
 BW1860  USGS QUAD   -  SPOKANE (1976)
 BW1860
 BW1860                         *CURRENT SURVEY CONTROL
 BW1860  ___________________________________________________________________
 BW1860* NAD 83(1986)-  31 42 09.     (N)    091 24 44.     (W)     SCALED    
 BW1860* NAVD 88     -        19.384  (meters)      63.60   (feet)  ADJUSTED  
 BW1860  ___________________________________________________________________
 BW1860  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1860  DYNAMIC HT  -          19.361 (meters)      63.52  (feet)  COMP
 BW1860  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 BW1860
 BW1860  VERT ORDER  -  FIRST     CLASS II
 BW1860
 BW1860.The horizontal coordinates were scaled from a topographic map and have
 BW1860.an estimated accuracy of +/- 6 seconds.
 BW1860
 BW1860.The orthometric height was determined by differential leveling
 BW1860.and adjusted by the National Geodetic Survey in February 1994..
 BW1860
 BW1860.The geoid height was determined by GEOID03.
 BW1860
 BW1860.The dynamic height is computed by dividing the NAVD 88
 BW1860.geopotential number by the normal gravity value computed on the
 BW1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1860.degrees latitude (g = 980.6199 gals.).
 BW1860
 BW1860.The modeled gravity was interpolated from observed gravity values.
 BW1860
 BW1860;                    North         East    Units  Estimated Accuracy
 BW1860;SPC LA N     -   133,850.    1,103,110.      MT  (+/- 180 meters Scaled)
 BW1860
 BW1860                          SUPERSEDED SURVEY CONTROL
 BW1860
 BW1860  NAVD 88 (06/15/91)   19.399  (m)           63.64   (f) UNKNOWN     1 2
 BW1860  NGVD 29 (??/??/??)   19.390  (m)           63.62   (f) ADJUSTED    1 2
 BW1860
 BW1860.Superseded values are not recommended for survey control.
 BW1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1860.See file dsdata.txt to determine how the superseded data were derived.
 BW1860
 BW1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR504085(NAD 83)
 BW1860_MARKER: DB = BENCH MARK DISK
 BW1860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1860_SP_SET: STAINLESS STEEL ROD
 BW1860_STAMPING: K 337 1979
 BW1860_PROJECTION: RECESSED 5 CENTIMETERS
 BW1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1860_ROD/PIPE-DEPTH: 9.14 meters
 BW1860
 BW1860  HISTORY     - Date     Condition        Report By
 BW1860  HISTORY     - 1979     MONUMENTED       NGS
 BW1860
 BW1860                          STATION DESCRIPTION
 BW1860
 BW1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1860'1.95 MI NORTH FROM LAKE ST JOHN.
 BW1860'1.95 MILES NORTH ALONG STATE HIGHWAY 901 FROM THE JUNCTION OF STATE
 BW1860'HIGHWAYS 569 AND 3196 AT THE SOUTHEAST END OF LAKE ST. JOHN, SET AT
 BW1860'THE NORTHEAST CORNER POST OF A 5-FOOT HIGH CHAIN LINK FENCE AROUND THE
 BW1860'ASHLAND OIL COMPANY PUMPING STATION AND STORAGE TANKS, 400 FEET NORTH
 BW1860'OF THE CENTER OF THE GRAVEL ROAD LEADING WEST INTO THE PUMPING
 BW1860'STATION, 64 FEET WEST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT
 BW1860'NORTHEAST OF THE NORTHEAST CORNER POST OF THE FENCE.
 BW1860'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BW1860'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2294 ***********************************************************************
 CP2294  DESIGNATION -  K 338
 CP2294  PID         -  CP2294
 CP2294  STATE/COUNTY-  LA/TENSAS
 CP2294  USGS QUAD   -  SOMERSET (1994)
 CP2294
 CP2294                         *CURRENT SURVEY CONTROL
 CP2294  ___________________________________________________________________
 CP2294* NAD 83(1986)-  32 10 43.     (N)    091 10 28.     (W)     SCALED    
 CP2294* NAVD 88     -        32.333  (meters)     106.08   (feet)  ADJUSTED  
 CP2294  ___________________________________________________________________
 CP2294  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2294  DYNAMIC HT  -          32.295 (meters)     105.95  (feet)  COMP
 CP2294  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CP2294
 CP2294  VERT ORDER  -  FIRST     CLASS II
 CP2294
 CP2294.The horizontal coordinates were scaled from a topographic map and have
 CP2294.an estimated accuracy of +/- 6 seconds.
 CP2294
 CP2294.The orthometric height was determined by differential leveling
 CP2294.and adjusted by the National Geodetic Survey in February 1994..
 CP2294
 CP2294.The geoid height was determined by GEOID03.
 CP2294
 CP2294.The dynamic height is computed by dividing the NAVD 88
 CP2294.geopotential number by the normal gravity value computed on the
 CP2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2294.degrees latitude (g = 980.6199 gals.).
 CP2294
 CP2294.The modeled gravity was interpolated from observed gravity values.
 CP2294
 CP2294;                    North         East    Units  Estimated Accuracy
 CP2294;SPC LA N     -   186,880.    1,125,000.      MT  (+/- 180 meters Scaled)
 CP2294
 CP2294                          SUPERSEDED SURVEY CONTROL
 CP2294
 CP2294  NAVD 88 (06/15/91)   32.337  (m)          106.09   (f) UNKNOWN     1 2
 CP2294  NGVD 29 (??/??/??)   32.357  (m)          106.16   (f) ADJUSTED    1 2
 CP2294
 CP2294.Superseded values are not recommended for survey control.
 CP2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2294.See file dsdata.txt to determine how the superseded data were derived.
 CP2294
 CP2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR721616(NAD 83)
 CP2294_MARKER: DB = BENCH MARK DISK
 CP2294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2294_SP_SET: STAINLESS STEEL ROD
 CP2294_STAMPING: K 338 1979
 CP2294_PROJECTION: RECESSED 5 CENTIMETERS
 CP2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2294_ROD/PIPE-DEPTH: 9.14 meters
 CP2294
 CP2294  HISTORY     - Date     Condition        Report By
 CP2294  HISTORY     - 1979     MONUMENTED       NGS
 CP2294
 CP2294                          STATION DESCRIPTION
 CP2294
 CP2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2294'21.7 MI SW FROM DELTA.
 CP2294'21.7 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 CP2294'THE U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, TO MARK ON THE
 CP2294'LEFT, SET ON THE NORTH SIDE OF THE JUNCTION OF A EXIT RAMP WITH
 CP2294'ROAD LEADING EAST SEPARATING TWO LAKES, 0.15 MILE NORTH OF LEVEE
 CP2294'STATION MARKER 4600, 15.7 FEET EAST OF THE CENTER OF THE ROAD, AND
 CP2294'61 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE RAMP.
 CP2294'THE MARK IS 1 FT  E FROM A WITNESS POST.
 CP2294'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2246 ***********************************************************************
 BK2246  DESIGNATION -  K 356
 BK2246  PID         -  BK2246
 BK2246  STATE/COUNTY-  LA/CALCASIEU
 BK2246  USGS QUAD   -  LAKE CHARLES (1994)
 BK2246
 BK2246                         *CURRENT SURVEY CONTROL
 BK2246  ___________________________________________________________________
 BK2246* NAD 83(1992)-  30 13 57.99354(N)    093 07 50.32700(W)     ADJUSTED  
 BK2246* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK2246  **This station is located in a subsidence area (see below).
 BK2246  ___________________________________________________________________
 BK2246  X           -    -301,205.937 (meters)                     COMP
 BK2246  Y           -  -5,507,057.881 (meters)                     COMP
 BK2246  Z           -   3,192,682.783 (meters)                     COMP
 BK2246  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2246  ELLIP HEIGHT-         -23.46  (meters)          (02/20/02) GPS OBS
 BK2246  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2246  DYNAMIC HT  -           4.0   (meters)      13.    (feet)  COMP
 BK2246  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 BK2246
 BK2246  HORZ ORDER  -  FIRST
 BK2246  VERT ORDER  -  THIRD (See Below)
 BK2246  ELLP ORDER  -  FOURTH    CLASS I
 BK2246
 BK2246.The horizontal coordinates were established by GPS observations
 BK2246.and adjusted by the National Geodetic Survey in January 1995..
 BK2246
 BK2246 ** The orthometric height has not been validated since last determined
 BK2246 ** by differential leveling and should not be used for control purposes.
 BK2246 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2246 ** area with valid NAVD 88 orthometric heights.
 BK2246 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2246 ** epoch indicated which incorporates improved geoid heights for the
 BK2246 ** Southern Louisiana Subsidence area.
 BK2246 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2246.The orthometric height was scaled from a topographic map.
 BK2246.The vertical order pertains to the first NAVD 88 superseded value.
 BK2246
 BK2246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2246
 BK2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2246
 BK2246.The ellipsoidal height was determined by GPS observations
 BK2246.and is referenced to NAD 83.
 BK2246
 BK2246.The geoid height was determined by GEOID03.
 BK2246
 BK2246.The dynamic height is computed by dividing the NAVD 88
 BK2246.geopotential number by the normal gravity value computed on the
 BK2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2246.degrees latitude (g = 980.6199 gals.).
 BK2246
 BK2246.The modeled gravity was interpolated from observed gravity values.
 BK2246
 BK2246;                    North         East     Units Scale Factor Converg.
 BK2246;SPC LA S     -   193,425.515   827,008.628   MT  0.99993390   -0 53 55.2
 BK2246;SPC LA S     -   634,596.88  2,713,277.47   sFT  0.99993390   -0 53 55.2
 BK2246;UTM  15      - 3,344,586.491   487,428.964   MT  0.99960195   -0 03 56.8
 BK2246
 BK2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2246!SPC LA S     -   1.00000368  x   0.99993390  =   0.99993758
 BK2246!UTM  15      -   1.00000368  x   0.99960195  =   0.99960563
 BK2246
 BK2246                          SUPERSEDED SURVEY CONTROL
 BK2246
 BK2246  ELLIP H (01/13/95)  -23.38   (m)                       GP(       ) 3 2
 BK2246  NAD 83(1992)-  30 13 57.99411(N)    093 07 50.32575(W) AD(       ) 1
 BK2246  ELLIP H (01/21/93)  -23.50   (m)                       GP(       ) 4 2
 BK2246  NAD 83(1986)-  30 13 58.01575(N)    093 07 50.31828(W) AD(       ) 1
 BK2246  NAVD 88 (06/15/91)    3.972  (m)           13.03   (f) UNKNOWN     1 2
 BK2246  NGVD 29 (??/??/??)    3.953  (m)           12.97   (f) ADJUSTED    1 2
 BK2246
 BK2246.Superseded values are not recommended for survey control.
 BK2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2246.See file dsdata.txt to determine how the superseded data were derived.
 BK2246
 BK2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8742944586(NAD 83)
 BK2246_MARKER: I = METAL ROD
 BK2246_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2246_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK2246_STAMPING: K 356 1981
 BK2246_MARK LOGO: NGS   
 BK2246_PROJECTION: FLUSH
 BK2246_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2246+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 BK2246_ROD/PIPE-DEPTH: 21.9 meters
 BK2246_SLEEVE-DEPTH  : 9.1 meters
 BK2246
 BK2246  HISTORY     - Date     Condition        Report By
 BK2246  HISTORY     - 1981     MONUMENTED       NGS
 BK2246  HISTORY     - 1981     GOOD             NGS
 BK2246  HISTORY     - 1986     GOOD             NGS
 BK2246  HISTORY     - 1987     GOOD             NGS
 BK2246  HISTORY     - 19910107 GOOD             VFM
 BK2246  HISTORY     - 20021223 GOOD             USPSQD
 BK2246  HISTORY     - 20040329 GOOD             LADTD
 BK2246
 BK2246                          STATION DESCRIPTION
 BK2246
 BK2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2246'4.8 KM (3.0 MI) EAST FROM LAKE CHARLES.
 BK2246'4.8 KILOMETERS (3.0 MILES) EAST ALONG U.S. HIGHWAY 90 FROM THE
 BK2246'JUNCTION OF STATE HIGHWAY 14 IN LAKE CHARLES, TO THE LOUISIANA STATE
 BK2246'DEPARTMENT OF TRANSPORTATION OFFICE AND THE MARK ON THE LEFT, 15.4
 BK2246'METERS (50.5 FEET) SOUTH OF THE SOUTH EDGE OF BASE OF FLAG POLE AND
 BK2246'IN LINE WITH THE CENTER OF THE MAIN ENTRANCE TO THE BUILDING, 2.62
 BK2246'METERS (8.6 FEET) NORTH OF A CHAIN CALIBRATION MONUMENT, 1.23 METERS
 BK2246'(4.0 FEET) SOUTH OF THE SOUTH EDGE OF THE PARKING LOT.
 BK2246'THE MARK IS 2.35 METERS  N FROM A WITNESS POST.
 BK2246'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2246
 BK2246                          STATION RECOVERY (1981)
 BK2246
 BK2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK2246'RECOVERED IN GOOD CONDITION.
 BK2246
 BK2246                          STATION RECOVERY (1986)
 BK2246
 BK2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2246'RECOVERED IN GOOD CONDITION EXCEPT ADD ACCESS TO DATUM POINT IS HAD
 BK2246'THROUGH A 5-INCH LOGO CAP.
 BK2246
 BK2246                          STATION RECOVERY (1987)
 BK2246
 BK2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 BK2246'THE STATION IS LOCATED ABOUT 8 KM (5 MI) EAST OF DOWNTOWN LAKE
 BK2246'CHARLES,
 BK2246'1.3 KM (0.8 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2246'STATE HIGHWAY 379 (EXIT 36), IN THE FRONT YARD OF THE STATE HIGHWAY
 BK2246'DEPARTMENT DISTRICT 07 HEADQUARTERS.
 BK2246'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK2246'
 BK2246'TO REACH THE STATION FROM EXIT 36 OF INTERSTATE HIGHWAY 10, GO
 BK2246'SOUTH FOR 1.4 KM (0.85 MI) ON STATE HIGHWAY 379 TO ITS JUNCTION
 BK2246'WITH U.S. HIGHWAY 90.
 BK2246'TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) ON HIGHWAY 90 TO THE
 BK2246'ENTRANCE TO THE HIGHWAY DEPARTMENT COMPLEX.  (TO REACH THE AZIMUTH
 BK2246'MARK, CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO A ROAD LEFT.  TURN LEFT
 BK2246'AND GO SOUTHWEST FOR 0.2 KM (0.15 MI) TO THE MARK ON THE RIGHT AT
 BK2246'THE ENTRANCE TO THE EASTOWN TRAILER VILLAGE).  TURN RIGHT INTO THE
 BK2246'PARKING AREA FOR 50 METERS (160 FT) TO THE STATION IN A GRASS STRIP
 BK2246'BETWEEN THE PARKING LOT AND ACCESS LANE.
 BK2246'
 BK2246'THE STATION IS A STANDARD NGS DATUM POINT WITH ACCESS COVER THAT IS
 BK2246'FLUSH WITH THE GROUND.
 BK2246'THE ACCESS COVER IS
 BK2246'STAMPED---K 356---,
 BK2246'SET INTO
 BK2246'16.4 METERS (54 FT) SOUTH FROM THE FLAGPOLE AT THE FRONT OF THE
 BK2246'BUILDING,
 BK2246'1.2 METERS (4 FT) SOUTH FROM THE PARKING LOT CURB,
 BK2246'2.4 METERS (8 FT) NORTH FROM A VISITORS PARKING SIGN,
 BK2246'12.4 METERS (40.5 FT) WEST FROM THE SOUTHEAST CORNER OF THE PARKING
 BK2246'LOT AND
 BK2246'12.5 METERS (41 FT) NORTHWEST FROM THE CORNER OF A DRAIN GRATE.
 BK2246'
 BK2246'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK2246'STAMPED---K 356 AZ MK 1987---,
 BK2246'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2246'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 BK2246'10.9 METERS (36 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 BK2246'5 METERS (16.5 FT) SOUTHWEST FROM THE NORTHEAST END OF A 60-CM PIPE
 BK2246'UNDER THE DRIVEWAY,
 BK2246'4.4 METERS (14.5 FT) NORTHEAST FROM THE CENTER OF THE DRIVEWAY AND
 BK2246'1.6 METERS (5 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 BK2246'TO REACH THE AZIMUTH FROM THE STATION,
 BK2246'GO WEST FOR 0.2 KM (0.1 MI) ON HIGHWAY 90 TO A ROAD LEFT.
 BK2246'TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.15 MI) ON BROAD STREET TO
 BK2246'THE MARK ON THE RIGHT AT THE ENTRANCE TO THE EASTOWN TRAILER
 BK2246'VILLAGE.
 BK2246
 BK2246                          STATION RECOVERY (1991)
 BK2246
 BK2246'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK2246'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT BOTH REFERENCES TO STATE
 BK2246'HIGHWAY 379 SHOULD READ HIGHWAY 397, AND A PORTION OF THE TO-REACH
 BK2246'DESCRIPTION WHICH READS TURN LEFT, WEST, ON HIGHWAY 90... SHOULD READ
 BK2246'TURN RIGHT, WEST, ON HIGHWAY 90...
 BK2246
 BK2246                          STATION RECOVERY (2002)
 BK2246
 BK2246'RECOVERY NOTE BY US POWER SQUADRON 2002 (DH)
 BK2246'RECOVERED IN GOOD CONDITION.
 BK2246
 BK2246                          STATION RECOVERY (2004)
 BK2246
 BK2246'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BK2246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3305 ***********************************************************************
 BK3305  DESIGNATION -  K 356 AZ MK
 BK3305  PID         -  BK3305
 BK3305  STATE/COUNTY-  LA/CALCASIEU
 BK3305  USGS QUAD   -  LAKE CHARLES (1994)
 BK3305
 BK3305                         *CURRENT SURVEY CONTROL
 BK3305  ___________________________________________________________________
 BK3305* NAD 83(1992)-  30 13 50.79382(N)    093 08 01.38499(W)     ADJUSTED  
 BK3305* NAVD 88     -         4.   **(meters)      13.   **(feet)  VERTCON   
 BK3305  **This station is located in a subsidence area (see below).
 BK3305  ___________________________________________________________________
 BK3305  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK3305  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK3305
 BK3305  HORZ ORDER  -  SECOND
 BK3305
 BK3305.The horizontal coordinates were established by classical geodetic methods
 BK3305.and adjusted by the National Geodetic Survey in January 1993..
 BK3305.No horizontal observational check was made to the station.
 BK3305
 BK3305 ** The orthometric height has not been validated since last determined
 BK3305 ** by differential leveling and should not be used for control purposes.
 BK3305 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3305 ** area with valid NAVD 88 orthometric heights.
 BK3305 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3305 ** epoch indicated which incorporates improved geoid heights for the
 BK3305 ** Southern Louisiana Subsidence area.
 BK3305 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3305
 BK3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3305
 BK3305.The geoid height was determined by GEOID03.
 BK3305
 BK3305;                    North         East     Units Scale Factor Converg.
 BK3305;SPC LA S     -   193,208.494   826,709.521   MT  0.99993376   -0 54 00.8
 BK3305;SPC LA S     -   633,884.87  2,712,296.15   sFT  0.99993376   -0 54 00.8
 BK3305;UTM  15      - 3,344,365.219   487,133.142   MT  0.99960204   -0 04 02.4
 BK3305
 BK3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3305!SPC LA S     -   1.00000367  x   0.99993376  =   0.99993743
 BK3305!UTM  15      -   1.00000367  x   0.99960204  =   0.99960571
 BK3305
 BK3305                          SUPERSEDED SURVEY CONTROL
 BK3305
 BK3305  NAD 83(1986)-  30 13 50.81546(N)    093 08 01.37749(W) AD(       ) 2
 BK3305  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3305
 BK3305.Superseded values are not recommended for survey control.
 BK3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3305.See file dsdata.txt to determine how the superseded data were derived.
 BK3305
 BK3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8713344365(NAD 83)
 BK3305_MARKER: DZ = AZIMUTH MARK DISK
 BK3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3305_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3305+STABILITY: SURFACE MOTION
 BK3305
 BK3305  HISTORY     - Date     Condition        Report By
 BK3305  HISTORY     - 1987     MONUMENTED       LADTD
 BK3305  HISTORY     - 20021223 GOOD             USPSQD
 BK3305  HISTORY     - 20040831 GOOD             USPSQD
 BK3305
 BK3305                          STATION DESCRIPTION
 BK3305
 BK3305'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3305'THE STATION IS LOCATED ABOUT 8 KM (5 MI) EAST OF DOWNTOWN LAKE
 BK3305'CHARLES,
 BK3305'1.3 KM (0.8 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3305'STATE HIGHWAY 379 (EXIT 36) AT THE ENTRANCE TO THE EASTOWN TRAILER
 BK3305'VILLAGE.
 BK3305'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3305'
 BK3305'TO REACH THE STATION FROM EXIT 36 OF INTERSTATE HIGHWAY 10, GO
 BK3305'SOUTH FOR 1.4 KM (0.85 MI) ON STATE HIGHWAY 379 TO ITS JUNCTION
 BK3305'WITH U.S. HIGHWAY 90.
 BK3305'TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) ON HIGHWAY 90 TO THE
 BK3305'HIGHWAY DEPARTMENT COMPLEX.
 BK3305'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.1 MI) ON HIGHWAY
 BK3305'90 TO A ROAD LEFT.
 BK3305'TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.15 MI) ON BROAD STREET TO
 BK3305'THE MARK ON THE RIGHT AT THE ENTRANCE TO THE EASTOWN TRAILER
 BK3305'VILLAGE.
 BK3305'
 BK3305'THE STATION IS A STANDARD NGS DISK
 BK3305'STAMPED---K 356 AZ MK 1987---,
 BK3305'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3305'30 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 BK3305'10.9 METERS (36 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 BK3305'5 METERS (16.5 FT) SOUTHWEST FROM THE NORTHEAST END OF A 60-CM PIPE
 BK3305'UNDER THE DRIVEWAY,
 BK3305'4.4 METERS (14.5 FT) NORTHEAST FROM THE CENTER OF THE DRIVEWAY AND
 BK3305'1.6 METERS (5 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 BK3305
 BK3305                          STATION RECOVERY (2002)
 BK3305
 BK3305'RECOVERY NOTE BY US POWER SQUADRON 2002 (DH)
 BK3305'RECOVERED IN GOOD CONDITION.
 BK3305
 BK3305                          STATION RECOVERY (2004)
 BK3305
 BK3305'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1383 ***********************************************************************
 CQ1383  DESIGNATION -  K 37
 CQ1383  PID         -  CQ1383
 CQ1383  STATE/COUNTY-  LA/WEBSTER
 CQ1383  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1383
 CQ1383                         *CURRENT SURVEY CONTROL
 CQ1383  ___________________________________________________________________
 CQ1383* NAD 83(1986)-  32 40 35.     (N)    093 21 08.     (W)     SCALED    
 CQ1383* NAVD 88     -        49.980  (meters)     163.98   (feet)  ADJUSTED  
 CQ1383  ___________________________________________________________________
 CQ1383  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1383  DYNAMIC HT  -          49.924 (meters)     163.79  (feet)  COMP
 CQ1383  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CQ1383
 CQ1383  VERT ORDER  -  SECOND    CLASS 0
 CQ1383
 CQ1383.The horizontal coordinates were scaled from a topographic map and have
 CQ1383.an estimated accuracy of +/- 6 seconds.
 CQ1383
 CQ1383.The orthometric height was determined by differential leveling
 CQ1383.and adjusted by the National Geodetic Survey in June 1991..
 CQ1383
 CQ1383.The geoid height was determined by GEOID03.
 CQ1383
 CQ1383.The dynamic height is computed by dividing the NAVD 88
 CQ1383.geopotential number by the normal gravity value computed on the
 CQ1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1383.degrees latitude (g = 980.6199 gals.).
 CQ1383
 CQ1383.The modeled gravity was interpolated from observed gravity values.
 CQ1383
 CQ1383;                    North         East    Units  Estimated Accuracy
 CQ1383;SPC LA N     -   241,630.      920,070.      MT  (+/- 180 meters Scaled)
 CQ1383
 CQ1383                          SUPERSEDED SURVEY CONTROL
 CQ1383
 CQ1383  NGVD 29 (??/??/??)   50.044  (m)          164.19   (f) ADJUSTED    2 0
 CQ1383
 CQ1383.Superseded values are not recommended for survey control.
 CQ1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1383.See file dsdata.txt to determine how the superseded data were derived.
 CQ1383
 CQ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS669154(NAD 83)
 CQ1383_MARKER: DB = BENCH MARK DISK
 CQ1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1383_STAMPING: K 37 1934
 CQ1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1383+STABILITY: SURFACE MOTION
 CQ1383
 CQ1383  HISTORY     - Date     Condition        Report By
 CQ1383  HISTORY     - 1934     MONUMENTED       CGS
 CQ1383  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ1383
 CQ1383                          STATION DESCRIPTION
 CQ1383
 CQ1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1383'4.1 MI S FROM HORTMAN.
 CQ1383'ABOUT 4.1 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1383'THE STATION AT HORTMAN, WEBSTER PARISH, ABOUT 0.9 MILE SOUTH OF
 CQ1383'MILEPOST 71, ABOUT 500 YARDS NORTH OF A LOADING SWITCH, AT A ROAD
 CQ1383'CROSSING, ABOUT 50 FEET SOUTHWEST OF A BRIDGE OVER BAYOU DAUCHITE,
 CQ1383'ABOUT 17 YARDS WEST OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD
 CQ1383'DISK, STAMPED K 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1383
 CQ1383                          STATION RECOVERY (1978)
 CQ1383
 CQ1383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2203 ***********************************************************************
 AU2203  DESIGNATION -  K 376
 AU2203  PID         -  AU2203
 AU2203  STATE/COUNTY-  LA/ORLEANS
 AU2203  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2203
 AU2203                         *CURRENT SURVEY CONTROL
 AU2203  ___________________________________________________________________
 AU2203* NAD 83(1992)-  29 57 42.48101(N)    090 01 06.15467(W)     ADJUSTED  
 AU2203* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2203  **This station is located in a subsidence area (see below).
 AU2203  ___________________________________________________________________
 AU2203  X           -      -1,773.732 (meters)                     COMP
 AU2203  Y           -  -5,530,350.239 (meters)                     COMP
 AU2203  Z           -   3,166,693.058 (meters)                     COMP
 AU2203  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AU2203  ELLIP HEIGHT-         -25.57  (meters)          (01/21/03) GPS OBS
 AU2203  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2203  DYNAMIC HT  -           0.6   (meters)       2.    (feet)  COMP
 AU2203  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 AU2203  OBS GRAVITY -     979,310.7   (mgal)                       GRAV_OBS
 AU2203
 AU2203  HORZ ORDER  -  FIRST
 AU2203  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2203  ELLP ORDER  -  FOURTH    CLASS II
 AU2203
 AU2203.The horizontal coordinates were established by GPS observations
 AU2203.and adjusted by the National Geodetic Survey in January 1993..
 AU2203
 AU2203 ** The orthometric height has not been validated since last determined
 AU2203 ** by differential leveling and should not be used for control purposes.
 AU2203 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2203 ** area with valid NAVD 88 orthometric heights.
 AU2203 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2203 ** epoch indicated which incorporates improved geoid heights for the
 AU2203 ** Southern Louisiana Subsidence area.
 AU2203 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2203.The orthometric height was scaled from a topographic map.
 AU2203.The vertical order pertains to the first NAVD 88 superseded value.
 AU2203
 AU2203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2203
 AU2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2203
 AU2203.The ellipsoidal height was determined by GPS observations
 AU2203.and is referenced to NAD 83.
 AU2203
 AU2203.The geoid height was determined by GEOID03.
 AU2203
 AU2203.The dynamic height is computed by dividing the NAVD 88
 AU2203.geopotential number by the normal gravity value computed on the
 AU2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2203.degrees latitude (g = 980.6199 gals.).
 AU2203
 AU2203.The modeled gravity was interpolated from observed gravity values.
 AU2203.The observed gravity was obtained from relative gravimeter ties
 AU2203.to the IGSN71 gravity network.
 AU2203
 AU2203;                    North         East     Units Scale Factor Converg.
 AU2203;SPC LA S     -   162,760.400 1,126,911.696   MT  0.99992598   +0 39 27.0
 AU2203;SPC LA S     -   533,989.75  3,697,209.46   sFT  0.99992598   +0 39 27.0
 AU2203;UTM  15      - 3,318,293.856   787,746.334   MT  1.00062168   +1 29 24.4
 AU2203;UTM  16      - 3,318,386.734   208,705.152   MT  1.00064704   -1 30 30.6
 AU2203
 AU2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2203!SPC LA S     -   1.00000402  x   0.99992598  =   0.99993000
 AU2203!UTM  15      -   1.00000402  x   1.00062168  =   1.00062570
 AU2203!UTM  16      -   1.00000402  x   1.00064704  =   1.00065106
 AU2203
 AU2203                          SUPERSEDED SURVEY CONTROL
 AU2203
 AU2203  ELLIP H (01/21/93)  -25.56   (m)                       GP(       ) 4 2
 AU2203  NAD 83(1986)-  29 57 42.49757(N)    090 01 06.15370(W) AD(       ) 1
 AU2203  NAVD 88 (02/14/94)    0.633  (m)            2.08   (f) UNKNOWN     1 2
 AU2203  NGVD 29 (05/21/91)    0.693  (m)            2.27   (f) ADJUSTED    1 2
 AU2203
 AU2203.Superseded values are not recommended for survey control.
 AU2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2203.See file dsdata.txt to determine how the superseded data were derived.
 AU2203
 AU2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8774618294(NAD 83)
 AU2203_MARKER: I = METAL ROD
 AU2203_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AU2203_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AU2203_STAMPING: K 376 1985
 AU2203_MARK LOGO: NGS   
 AU2203_PROJECTION: RECESSED 10 CENTIMETERS
 AU2203_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AU2203+STABILITY: POSITION/ELEVATION WELL
 AU2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2203+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 AU2203_ROD/PIPE-DEPTH: 25.9 meters
 AU2203_SLEEVE-DEPTH  : 18.2 meters
 AU2203
 AU2203  HISTORY     - Date     Condition        Report By
 AU2203  HISTORY     - 1985     MONUMENTED       NGS
 AU2203  HISTORY     - 1988     GOOD             BUN-Y
 AU2203  HISTORY     - 19880920 GOOD             LADTD
 AU2203  HISTORY     - 19890124 GOOD
 AU2203  HISTORY     - 19901111 GOOD             NGS
 AU2203  HISTORY     - 19941106 GOOD             NGS
 AU2203  HISTORY     - 20060407 GOOD             NGS
 AU2203
 AU2203                          STATION DESCRIPTION
 AU2203
 AU2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AU2203'IN NEW ORLEANS.
 AU2203'THE MARK IS ABOVE LEVEL WITH STREET.
 AU2203'IN NEW ORLEANS, AT THE JUNCTION OF ST. CLAUDE AVENUE AND ANDRY STREET,
 AU2203'IN THE CENTER OF THE MEDIAN OF ST. CLAUDE AVENUE, 3.23 METERS (10.6
 AU2203'FT) NORTH OF THE NORTH CURB OF THE EAST BOUND LANE OF THE AVENUE,
 AU2203'6.40 METERS (21.0 FT) EAST OF THE WEST END OF THE MEDIAN, 3.56 METERS
 AU2203'(11.7 FT) SOUTHEAST OF A METAL POST WITH STREET SIGNS, 6.27 METERS
 AU2203'(20.6 FT) EAST-NORTHEAST OF POWER POLE 284.  NOTE--ACCESS TO DATUM
 AU2203'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AU2203
 AU2203                          STATION RECOVERY (1988)
 AU2203
 AU2203'RECOVERY NOTE BY BURK AND N-Y 1988
 AU2203'RECOVERED IN GOOD CONDITION.
 AU2203
 AU2203                          STATION RECOVERY (1988)
 AU2203
 AU2203'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU2203'THE STATION IS LOCATED IN NEW ORLEANS AT THE JUNCTION OF ST CLAUDE
 AU2203'AVENUE AND ANDRY STREET IN THE CENTER OF THE MEDIAN OF ST CLAUDE
 AU2203'AVENUE, 6.4 M (21.0 FT) EAST OF THE WEST END OF THE MEDIAN, 6.27 M
 AU2203'(20.6 FT) EAST-NORTHEAST OF POWER POLE 284, 3.56 M (11.7 FT) SOUTHEAST
 AU2203'OF A METAL POST WITH STREET SIGNS AND 3.23 M (10.6 FT) NORTH OF THE
 AU2203'NORTH CURB OF THE EAST BOUND LANE OF THE AVENUE.
 AU2203
 AU2203                          STATION RECOVERY (1989)
 AU2203
 AU2203'RECOVERED 1989
 AU2203'RECOVERED IN GOOD CONDITION.
 AU2203
 AU2203                          STATION RECOVERY (1990)
 AU2203
 AU2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU2203'IN NEW ORLEANS, AT THE INTERSECTION OF SAINT CLAUDE AVENUE AND ANDRY
 AU2203'STREET, IN THE MEDIAN OF THE AVENUE, 6.4 M (21.0 FT) EAST OF THE EAST
 AU2203'CURB OF THE STREET, 6.3 M (20.7 FT) EAST-NORTHEAST OF UTILITY POLE
 AU2203'NUMBER 284, 3.2 M (10.5 FT) NORTH OF THE NORTH CURB OF THE EASTBOUND
 AU2203'LANES OF THE AVENUE, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE
 AU2203'AVENUE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AU2203'CAP.
 AU2203
 AU2203                          STATION RECOVERY (1994)
 AU2203
 AU2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2203'IN NEW ORLEANS, AT THE INTERSECTION OF SAINT CLAUDE AVENUE AND ANDRY
 AU2203'STREET, 10.7 M (35.1 FT) EAST-SOUTHEAST OF AND LEVEL WITH THE
 AU2203'CENTERLINE OF THE STREET, 10.6 M (34.8 FT) SOUTH-SOUTHWEST OF THE
 AU2203'CENTERLINE OF THE WESTBOUND LANES OF THE AVENUE, 7.0 M (23.0 FT)
 AU2203'NORTH-NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AU2203'AVENUE, 5.9 M (19.4 FT) EAST OF UTILITY POLE NUMBER 284, AND 0.15 M
 AU2203'(0.49 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT
 AU2203'IS THROUGH A 5-INCH LOGO CAP.
 AU2203
 AU2203                          STATION RECOVERY (2006)
 AU2203
 AU2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU2203'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3694 ***********************************************************************
 BJ3694  DESIGNATION -  K 378
 BJ3694  PID         -  BJ3694
 BJ3694  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ3694  USGS QUAD   -  LOBDELL (1992)
 BJ3694
 BJ3694                         *CURRENT SURVEY CONTROL
 BJ3694  ___________________________________________________________________
 BJ3694* NAD 83(1986)-  30 29 34.     (N)    091 15 27.     (W)     SCALED    
 BJ3694* NAVD 88     -         8.424  (meters)      27.64   (feet)  ADJUSTED  
 BJ3694  ___________________________________________________________________
 BJ3694  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3694  DYNAMIC HT  -           8.413 (meters)      27.60  (feet)  COMP
 BJ3694  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ3694
 BJ3694  VERT ORDER  -  FIRST     CLASS II
 BJ3694
 BJ3694.The horizontal coordinates were scaled from a topographic map and have
 BJ3694.an estimated accuracy of +/- 6 seconds.
 BJ3694
 BJ3694.The orthometric height was determined by differential leveling
 BJ3694.and adjusted by the National Geodetic Survey in February 1994..
 BJ3694
 BJ3694.The geoid height was determined by GEOID03.
 BJ3694
 BJ3694.The dynamic height is computed by dividing the NAVD 88
 BJ3694.geopotential number by the normal gravity value computed on the
 BJ3694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3694.degrees latitude (g = 980.6199 gals.).
 BJ3694
 BJ3694.The modeled gravity was interpolated from observed gravity values.
 BJ3694
 BJ3694;                    North         East    Units  Estimated Accuracy
 BJ3694;SPC LA S     -   220,890.    1,007,280.      MT  (+/- 180 meters Scaled)
 BJ3694
 BJ3694                          SUPERSEDED SURVEY CONTROL
 BJ3694
 BJ3694.No superseded survey control is available for this station.
 BJ3694
 BJ3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP672746(NAD 83)
 BJ3694_MARKER: DB = BENCH MARK DISK
 BJ3694_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3694_SP_SET: PIER
 BJ3694_STAMPING: K 378 1986
 BJ3694_MARK LOGO: NGS   
 BJ3694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3694
 BJ3694  HISTORY     - Date     Condition        Report By
 BJ3694  HISTORY     - 1986     MONUMENTED       NGS
 BJ3694
 BJ3694                          STATION DESCRIPTION
 BJ3694
 BJ3694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3694'1.6 KM (1.0 MI) NORTH FROM KAHNS.
 BJ3694'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 415 FROM THE UNDERPASS OF
 BJ3694'THE MISSOURI PACIFIC RAILROAD IN KAHNS TO THE MARK ON THE LEFT, IN TOP
 BJ3694'OF THE NORTH CORNER OF THE CONCRETE BASE OF THE NORTHWEST PIER OF THE
 BJ3694'FIRST ROW OF PIERS SOUTHWEST OF THE HIGHWAY 190 OVERPASS BRIDGE.  IT
 BJ3694'IS 4.88 METERS (16.0 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY
 BJ3694'NOTE--THIS IS ALSO THE ENTRANCE TO U.S. HIGHWAY 190 AND 0.37 METERS
 BJ3694'(1.2 FT) SOUTH OF THE NORTH CORNER OF THE BASE.
 BJ3694'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2444 ***********************************************************************
 BK2444  DESIGNATION -  K 379
 BK2444  PID         -  BK2444
 BK2444  STATE/COUNTY-  LA/ALLEN
 BK2444  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK2444
 BK2444                         *CURRENT SURVEY CONTROL
 BK2444  ___________________________________________________________________
 BK2444* NAD 83(1986)-  30 29 44.     (N)    092 52 59.     (W)     SCALED    
 BK2444* NAVD 88     -        13.928  (meters)      45.70   (feet)  ADJUSTED  
 BK2444  ___________________________________________________________________
 BK2444  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2444  DYNAMIC HT  -          13.909 (meters)      45.63  (feet)  COMP
 BK2444  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BK2444
 BK2444  VERT ORDER  -  FIRST     CLASS II
 BK2444
 BK2444.The horizontal coordinates were scaled from a topographic map and have
 BK2444.an estimated accuracy of +/- 6 seconds.
 BK2444
 BK2444.The orthometric height was determined by differential leveling
 BK2444.and adjusted by the National Geodetic Survey in February 1994..
 BK2444
 BK2444.The geoid height was determined by GEOID03.
 BK2444
 BK2444.The dynamic height is computed by dividing the NAVD 88
 BK2444.geopotential number by the normal gravity value computed on the
 BK2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2444.degrees latitude (g = 980.6199 gals.).
 BK2444
 BK2444.The modeled gravity was interpolated from observed gravity values.
 BK2444
 BK2444;                    North         East    Units  Estimated Accuracy
 BK2444;SPC LA S     -   222,210.      851,230.      MT  (+/- 180 meters Scaled)
 BK2444
 BK2444                          SUPERSEDED SURVEY CONTROL
 BK2444
 BK2444.No superseded survey control is available for this station.
 BK2444
 BK2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP112737(NAD 83)
 BK2444_MARKER: DB = BENCH MARK DISK
 BK2444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK2444_SP_SET: HEADWALL
 BK2444_STAMPING: K 379 1986
 BK2444_MARK LOGO: NGS   
 BK2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2444+STABILITY: SURFACE MOTION
 BK2444
 BK2444  HISTORY     - Date     Condition        Report By
 BK2444  HISTORY     - 1986     MONUMENTED       NGS
 BK2444  HISTORY     - 20021102 GOOD             USPSQD
 BK2444
 BK2444                          STATION DESCRIPTION
 BK2444
 BK2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2444'3.9 KM (2.45 MI) WEST FROM KINDER.
 BK2444'3.9 KM (2.45 MI) WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BK2444'U.S. HIGHWAY 165 IN KINDER, TO THE MARK ON THE RIGHT, IN TOP OF THE
 BK2444'WEST END OF THE NORTH HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY,
 BK2444'7.62 METERS (25.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BK2444'0.18 METER (0.6 FT) EAST OF THE WEST END OF THE HEADWALL.
 BK2444'THE MARK IS 0.30 M BELOW HIGHWAY.
 BK2444
 BK2444                          STATION RECOVERY (2002)
 BK2444
 BK2444'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1629 ***********************************************************************
 CQ1629  DESIGNATION -  K 38
 CQ1629  PID         -  CQ1629
 CQ1629  STATE/COUNTY-  LA/BIENVILLE
 CQ1629  USGS QUAD   -  ROY (1986)
 CQ1629
 CQ1629                         *CURRENT SURVEY CONTROL
 CQ1629  ___________________________________________________________________
 CQ1629* NAD 83(1986)-  32 13 56.     (N)    093 09 13.     (W)     SCALED    
 CQ1629* NAVD 88     -        59.46   (+/-2cm)     195.1    (feet)  VERTCON   
 CQ1629  ___________________________________________________________________
 CQ1629  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1629
 CQ1629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1629
 CQ1629.The horizontal coordinates were scaled from a topographic map and have
 CQ1629.an estimated accuracy of +/- 6 seconds.
 CQ1629
 CQ1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1629.The vertical order pertains to the NGVD 29 superseded value.
 CQ1629
 CQ1629.The geoid height was determined by GEOID03.
 CQ1629
 CQ1629;                    North         East    Units  Estimated Accuracy
 CQ1629;SPC LA N     -   192,250.      938,400.      MT  (+/- 180 meters Scaled)
 CQ1629
 CQ1629                          SUPERSEDED SURVEY CONTROL
 CQ1629
 CQ1629  NGVD 29 (??/??/??)   59.518  (m)          195.27   (f) ADJUSTED    2 0
 CQ1629
 CQ1629.Superseded values are not recommended for survey control.
 CQ1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1629.See file dsdata.txt to determine how the superseded data were derived.
 CQ1629
 CQ1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR855661(NAD 83)
 CQ1629_MARKER: DB = BENCH MARK DISK
 CQ1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1629_STAMPING: K 38 1934
 CQ1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1629+STABILITY: SURFACE MOTION
 CQ1629
 CQ1629  HISTORY     - Date     Condition        Report By
 CQ1629  HISTORY     - 1934     MONUMENTED       CGS
 CQ1629  HISTORY     - 1943     GOOD             LOCSUR
 CQ1629  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1629
 CQ1629                          STATION DESCRIPTION
 CQ1629
 CQ1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1629'1.4 MI S FROM CASTOR.
 CQ1629'ABOUT 1.6 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1629'THE STATION AT CASTOR, BIENVILLE PARISH, ABOUT 410 YARDS NORTH OF
 CQ1629'MILEPOST 107, AT MILEAGE 106.21, ABOUT 17 YARDS EAST OF A ROAD, ABOUT
 CQ1629'16 YARDS WEST OF THE TRACK, 54 FEET SOUTH OF POLE 1997, IN A FENCE
 CQ1629'CORNER, AND 50 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED K
 CQ1629'38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1629
 CQ1629                          STATION RECOVERY (1943)
 CQ1629
 CQ1629'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1629'RECOVERED IN GOOD CONDITION.
 CQ1629
 CQ1629                          STATION RECOVERY (1982)
 CQ1629
 CQ1629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3725 ***********************************************************************
 BJ3725  DESIGNATION -  K 383
 BJ3725  PID         -  BJ3725
 BJ3725  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3725  USGS QUAD   -  ROBERT (1974)
 BJ3725
 BJ3725                         *CURRENT SURVEY CONTROL
 BJ3725  ___________________________________________________________________
 BJ3725* NAD 83(1986)-  30 30 20.     (N)    090 19 55.     (W)     SCALED    
 BJ3725* NAVD 88     -         8.940  (meters)      29.33   (feet)  ADJUSTED  
 BJ3725  ___________________________________________________________________
 BJ3725  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3725  DYNAMIC HT  -           8.929 (meters)      29.29  (feet)  COMP
 BJ3725  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BJ3725
 BJ3725  VERT ORDER  -  FIRST     CLASS II
 BJ3725
 BJ3725.The horizontal coordinates were scaled from a topographic map and have
 BJ3725.an estimated accuracy of +/- 6 seconds.
 BJ3725
 BJ3725.The orthometric height was determined by differential leveling
 BJ3725.and adjusted by the National Geodetic Survey in February 1994..
 BJ3725
 BJ3725.The geoid height was determined by GEOID03.
 BJ3725
 BJ3725.The dynamic height is computed by dividing the NAVD 88
 BJ3725.geopotential number by the normal gravity value computed on the
 BJ3725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3725.degrees latitude (g = 980.6199 gals.).
 BJ3725
 BJ3725.The modeled gravity was interpolated from observed gravity values.
 BJ3725
 BJ3725;                    North         East    Units  Estimated Accuracy
 BJ3725;SPC LA S     -   222,730.    1,096,120.      MT  (+/- 180 meters Scaled)
 BJ3725
 BJ3725                          SUPERSEDED SURVEY CONTROL
 BJ3725
 BJ3725.No superseded survey control is available for this station.
 BJ3725
 BJ3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP560778(NAD 83)
 BJ3725_MARKER: I = METAL ROD
 BJ3725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3725_SP_SET: STAINLESS STEEL ROD
 BJ3725_STAMPING: K 383 1986
 BJ3725_MARK LOGO: NGS   
 BJ3725_PROJECTION: FLUSH
 BJ3725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3725+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BJ3725_ROD/PIPE-DEPTH: 10.9 meters
 BJ3725
 BJ3725  HISTORY     - Date     Condition        Report By
 BJ3725  HISTORY     - 1986     MONUMENTED       NGS
 BJ3725  HISTORY     - 20060116 GOOD             SJB
 BJ3725  HISTORY     - 20060419 GOOD             NGS
 BJ3725
 BJ3725                          STATION DESCRIPTION
 BJ3725
 BJ3725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3725'1.2 KM (0.75 MI) EAST FROM ROBERT.
 BJ3725'1.2 KM (0.75 MI) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3725'STATE HIGHWAY 445 IN ROBERT TO THE MARK ON THE LEFT.  IT IS 16.3
 BJ3725'METERS (53.5 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 9.8
 BJ3725'METERS (32.3 FT) WEST OF THE CENTER OF A GATE WITH BUFORD ABOVE IT,
 BJ3725'7.1 METERS (23.5 FT) WEST OF THE WEST GATE POST, 1.0 METERS (3.5 FT)
 BJ3725'NORTH OF A POWER POLE NUMBER 15 AND 0.45 METERS (1.5 FT) NORTH OF A
 BJ3725'CHAIN LINK FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BJ3725'LOGO CAP.
 BJ3725'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 BJ3725'THE MARK IS ABOVE LEVEL WITH HIGHWAY 190.
 BJ3725
 BJ3725                          STATION RECOVERY (2006)
 BJ3725
 BJ3725'RECOVERY NOTE BY SJB GROUP INCORPORATED 2006 (SMR)
 BJ3725'RECOVERED IN GOOD CONDITION.
 BJ3725
 BJ3725                          STATION RECOVERY (2006)
 BJ3725
 BJ3725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3725'RECOVERED IN GOOD CONDITION. NOTE--MAKE CHANGES.  NORTH OF A POWER
 BJ3725'POLE NUMBER 16 TO 1.0 METER (3.5 FT) SOUTH OF A POWER POLE NUMBER
 BJ3725'L11-9. CHANGE 0.45 METERS (1.5 FT) NORTH OF A CHAIN LINK FENCE TO 0.45
 BJ3725'METERS (1.5 FT) SOUTH OF A CHAIN LINK FENCE. THE MARK IS 0.30 METERS
 BJ3725'SOUTH NOT NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0924 ***********************************************************************
 CQ0924  DESIGNATION -  K 39
 CQ0924  PID         -  CQ0924
 CQ0924  STATE/COUNTY-  LA/NATCHITOCHES
 CQ0924  USGS QUAD   -  SALINE (1986)
 CQ0924
 CQ0924                         *CURRENT SURVEY CONTROL
 CQ0924  ___________________________________________________________________
 CQ0924* NAD 83(1986)-  32 08 45.     (N)    092 58 22.     (W)     SCALED    
 CQ0924* NAVD 88     -        61.74   (+/-2cm)     202.6    (feet)  VERTCON   
 CQ0924  ___________________________________________________________________
 CQ0924  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0924
 CQ0924  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ0924
 CQ0924.The horizontal coordinates were scaled from a topographic map and have
 CQ0924.an estimated accuracy of +/- 6 seconds.
 CQ0924
 CQ0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0924.The vertical order pertains to the NGVD 29 superseded value.
 CQ0924
 CQ0924.The geoid height was determined by GEOID03.
 CQ0924
 CQ0924;                    North         East    Units  Estimated Accuracy
 CQ0924;SPC LA N     -   182,580.      955,400.      MT  (+/- 180 meters Scaled)
 CQ0924
 CQ0924                          SUPERSEDED SURVEY CONTROL
 CQ0924
 CQ0924  NGVD 29 (??/??/??)   61.789  (m)          202.72   (f) ADJUSTED    1 1
 CQ0924
 CQ0924.Superseded values are not recommended for survey control.
 CQ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0924.See file dsdata.txt to determine how the superseded data were derived.
 CQ0924
 CQ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR025566(NAD 83)
 CQ0924_MARKER: DB = BENCH MARK DISK
 CQ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0924_STAMPING: K 39 1934
 CQ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0924+STABILITY: SURFACE MOTION
 CQ0924
 CQ0924  HISTORY     - Date     Condition        Report By
 CQ0924  HISTORY     - 1934     MONUMENTED       CGS
 CQ0924  HISTORY     - 1943     GOOD             CGS
 CQ0924  HISTORY     - 1977     GOOD             NGS
 CQ0924
 CQ0924                          STATION DESCRIPTION
 CQ0924
 CQ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0924'1.2 MI S FROM SALINE.
 CQ0924'IN NATCHITOCHES PARISH, 1.2 MILES SOUTH ALONG THE LOUISIANA AND NORTH
 CQ0924'WEST RAILROAD FROM SALINE, BIENVILLE PARISH, 196 YARDS SOUTH OF
 CQ0924'MILEPOST 92, 37 FEET EAST OF THE TRACK, AND 79 FEET WEST OF A ROAD. A
 CQ0924'STANDARD DISK, STAMPED K 39 1934 AND SET IN THE TOP OF A CONCRETE
 CQ0924'POST.
 CQ0924
 CQ0924                          STATION RECOVERY (1977)
 CQ0924
 CQ0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ0924'1.2 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 CQ0924'HIGHWAY 155 AT SALINE, 0.1 MILE SOUTH OF THE BIENVILLE,NATCHITOCHES
 CQ0924'PARISH LINE, 0.1 MILE NORTH OF A DIRT ROAD LEADING WEST, 77 FEET
 CQ0924'WEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1584 ***********************************************************************
 CQ1584  DESIGNATION -  K 40
 CQ1584  PID         -  CQ1584
 CQ1584  STATE/COUNTY-  LA/RED RIVER
 CQ1584  USGS QUAD   -  MARTIN (1986)
 CQ1584
 CQ1584                         *CURRENT SURVEY CONTROL
 CQ1584  ___________________________________________________________________
 CQ1584* NAD 83(1986)-  32 05 37.     (N)    093 11 29.     (W)     SCALED    
 CQ1584* NAVD 88     -        60.27   (+/-2cm)     197.7    (feet)  VERTCON   
 CQ1584  ___________________________________________________________________
 CQ1584  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1584
 CQ1584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1584
 CQ1584.The horizontal coordinates were scaled from a topographic map and have
 CQ1584.an estimated accuracy of +/- 6 seconds.
 CQ1584
 CQ1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1584.The vertical order pertains to the NGVD 29 superseded value.
 CQ1584
 CQ1584.The geoid height was determined by GEOID03.
 CQ1584
 CQ1584;                    North         East    Units  Estimated Accuracy
 CQ1584;SPC LA N     -   176,900.      934,740.      MT  (+/- 180 meters Scaled)
 CQ1584
 CQ1584                          SUPERSEDED SURVEY CONTROL
 CQ1584
 CQ1584  NGVD 29 (??/??/??)   60.326  (m)          197.92   (f) ADJUSTED    2 0
 CQ1584
 CQ1584.Superseded values are not recommended for survey control.
 CQ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1584.See file dsdata.txt to determine how the superseded data were derived.
 CQ1584
 CQ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR819508(NAD 83)
 CQ1584_MARKER: DB = BENCH MARK DISK
 CQ1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1584_STAMPING: K 40 1934
 CQ1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1584+STABILITY: SURFACE MOTION
 CQ1584
 CQ1584  HISTORY     - Date     Condition        Report By
 CQ1584  HISTORY     - 1934     MONUMENTED       CGS
 CQ1584  HISTORY     - 1943     GOOD             LOCSUR
 CQ1584
 CQ1584                          STATION DESCRIPTION
 CQ1584
 CQ1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1584'7.5 MI W FROM ASHLAND.
 CQ1584'IN RED RIVER PARISH, ABOUT 6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 9
 CQ1584'FROM THE JUNCTION OF STATE HIGHWAY 304 AT ASHLAND, NATCHITOCHES
 CQ1584'PARISH, ABOUT 260 YARDS WEST OF A FARMHOUSE, AT THE JUNCTION OF A SIDE
 CQ1584'ROAD, 36 FEET NORTH OF THE HIGHWAY, 24 FEET EAST OF THE ROAD, AND 10
 CQ1584'FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED K 40 1934 AND
 CQ1584'SET IN THE TOP OF A CONCRETE POST.
 CQ1584
 CQ1584                          STATION RECOVERY (1943)
 CQ1584
 CQ1584'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1528 ***********************************************************************
 BX1528  DESIGNATION -  K 41
 BX1528  PID         -  BX1528
 BX1528  STATE/COUNTY-  LA/WINN
 BX1528  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1528
 BX1528                         *CURRENT SURVEY CONTROL
 BX1528  ___________________________________________________________________
 BX1528* NAD 83(1986)-  31 52 42.     (N)    092 36 33.     (W)     SCALED    
 BX1528* NAVD 88     -        30.43   (+/-2cm)      99.8    (feet)  VERTCON   
 BX1528  ___________________________________________________________________
 BX1528  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1528
 BX1528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1528
 BX1528.The horizontal coordinates were scaled from a topographic map and have
 BX1528.an estimated accuracy of +/- 6 seconds.
 BX1528
 BX1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1528.The vertical order pertains to the NGVD 29 superseded value.
 BX1528
 BX1528.The geoid height was determined by GEOID03.
 BX1528
 BX1528;                    North         East    Units  Estimated Accuracy
 BX1528;SPC LA N     -   152,830.      989,670.      MT  (+/- 180 meters Scaled)
 BX1528
 BX1528                          SUPERSEDED SURVEY CONTROL
 BX1528
 BX1528  NGVD 29 (??/??/??)   30.453  (m)           99.91   (f) ADJUSTED    2 0
 BX1528
 BX1528.Superseded values are not recommended for survey control.
 BX1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1528.See file dsdata.txt to determine how the superseded data were derived.
 BX1528
 BX1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR369270(NAD 83)
 BX1528_MARKER: DB = BENCH MARK DISK
 BX1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1528_STAMPING: K 41 1935
 BX1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1528+STABILITY: SURFACE MOTION
 BX1528
 BX1528  HISTORY     - Date     Condition        Report By
 BX1528  HISTORY     - 1935     MONUMENTED       CGS
 BX1528
 BX1528                          STATION DESCRIPTION
 BX1528
 BX1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1528'4.2 MI SE FROM WINNFIELD.
 BX1528'ABOUT 4.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 BX1528'FROM THE STATION AT WINNFIELD, WINN PARISH, ABOUT 32 FEET SOUTH OF THE
 BX1528'TWENTIETH POLE SOUTH OF MILEPOST 151, 0.5 MILE NORTH OF A COUNTRY-ROAD
 BX1528'CROSSING, 35 FEET WEST OF THE CENTER LINE OF THE TRACK, AND AT THE
 BX1528'EDGE OF PINE TIMBER.  A STANDARD DISK, STAMPED K 41 1935 AND SET IN
 BX1528'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1958 ***********************************************************************
 BX1958  DESIGNATION -  K 43
 BX1958  PID         -  BX1958
 BX1958  STATE/COUNTY-  LA/VERNON
 BX1958  USGS QUAD   -  BURR FERRY (1967)
 BX1958
 BX1958                         *CURRENT SURVEY CONTROL
 BX1958  ___________________________________________________________________
 BX1958* NAD 83(1986)-  31 04 35.     (N)    093 28 24.     (W)     SCALED    
 BX1958* NAVD 88     -        71.08   (+/-2cm)     233.2    (feet)  VERTCON   
 BX1958  ___________________________________________________________________
 BX1958  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BX1958
 BX1958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1958
 BX1958.The horizontal coordinates were scaled from a topographic map and have
 BX1958.an estimated accuracy of +/- 6 seconds.
 BX1958
 BX1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1958.The vertical order pertains to the NGVD 29 superseded value.
 BX1958
 BX1958.The geoid height was determined by GEOID03.
 BX1958
 BX1958;                    North         East    Units  Estimated Accuracy
 BX1958;SPC LA N     -    64,330.      907,120.      MT  (+/- 180 meters Scaled)
 BX1958
 BX1958                          SUPERSEDED SURVEY CONTROL
 BX1958
 BX1958  NGVD 29 (??/??/??)   71.183  (m)          233.54   (f) ADJUSTED    2 0
 BX1958
 BX1958.Superseded values are not recommended for survey control.
 BX1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1958.See file dsdata.txt to determine how the superseded data were derived.
 BX1958
 BX1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ548381(NAD 83)
 BX1958_MARKER: DB = BENCH MARK DISK
 BX1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1958_STAMPING: K 43 1935
 BX1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1958+STABILITY: SURFACE MOTION
 BX1958
 BX1958  HISTORY     - Date     Condition        Report By
 BX1958  HISTORY     - 1935     MONUMENTED       CGS
 BX1958  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1958
 BX1958                          STATION DESCRIPTION
 BX1958
 BX1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1958'15.3 MI NE FROM BURKEVILLE.
 BX1958'IN VERNON PARISH, LOUISIANA, 15.3 MILES NORTHEAST ALONG TEXAS STATE
 BX1958'HIGHWAY 63 AND LOUISIANA STATE HIGHWAY 21 FROM BURKEVILLE, NEWTON
 BX1958'COUNTY, TEXAS, ON A SMALL HILL, 100 YARDS WEST OF A CURVE, 138 FEET
 BX1958'NORTH OF A LOG CABIN, AND 43 FEET NORTH OF THE CENTERLINE OF THE
 BX1958'HIGHWAY.  A STANDARD DISK, STAMPED K 43 1935 AND SET IN THE TOP OF A
 BX1958'CONCRETE POST.
 BX1958
 BX1958                          STATION RECOVERY (1994)
 BX1958
 BX1958'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1267 ***********************************************************************
 BK1267  DESIGNATION -  K 44
 BK1267  PID         -  BK1267
 BK1267  STATE/COUNTY-  LA/BEAUREGARD
 BK1267  USGS QUAD   -  DERIDDER (1994)
 BK1267
 BK1267                         *CURRENT SURVEY CONTROL
 BK1267  ___________________________________________________________________
 BK1267* NAD 83(1986)-  30 49 04.     (N)    093 20 09.     (W)     SCALED    
 BK1267* NAVD 88     -        55.85   (+/-2cm)     183.2    (feet)  VERTCON   
 BK1267  ___________________________________________________________________
 BK1267  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK1267
 BK1267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1267
 BK1267.The horizontal coordinates were scaled from a topographic map and have
 BK1267.an estimated accuracy of +/- 6 seconds.
 BK1267
 BK1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1267.The vertical order pertains to the NGVD 29 superseded value.
 BK1267
 BK1267.The geoid height was determined by GEOID03.
 BK1267
 BK1267;                    North         East    Units  Estimated Accuracy
 BK1267;SPC LA S     -   258,600.      808,400.      MT  (+/- 180 meters Scaled)
 BK1267
 BK1267                          SUPERSEDED SURVEY CONTROL
 BK1267
 BK1267  NGVD 29 (??/??/??)   56.005  (m)          183.74   (f) ADJUSTED    2 0
 BK1267
 BK1267.Superseded values are not recommended for survey control.
 BK1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1267.See file dsdata.txt to determine how the superseded data were derived.
 BK1267
 BK1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ678094(NAD 83)
 BK1267_MARKER: DB = BENCH MARK DISK
 BK1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1267_SP_SET: CULVERT
 BK1267_STAMPING: K 44 1935
 BK1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1267
 BK1267  HISTORY     - Date     Condition        Report By
 BK1267  HISTORY     - 1935     MONUMENTED       CGS
 BK1267  HISTORY     - 1943     GOOD             CGS
 BK1267  HISTORY     - 20011125 GOOD             USPSQD
 BK1267
 BK1267                          STATION DESCRIPTION
 BK1267
 BK1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1267'3.2 MI SW FROM DE RIDDER.
 BK1267'3.2 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1267'THE STATION AT DE RIDDER, BEAUREGARD PARISH, 0.3 MILE EAST OF THE
 BK1267'GROBAN STATION, 326 YARDS EAST OF MILEPOST 35, AT A CULVERT, IN THE
 BK1267'TOP OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL, AND 26 FEET NORTH
 BK1267'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 44 1935.
 BK1267
 BK1267                          STATION RECOVERY (2001)
 BK1267
 BK1267'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1291 ***********************************************************************
 CQ1291  DESIGNATION -  K 47
 CQ1291  PID         -  CQ1291
 CQ1291  STATE/COUNTY-  LA/BIENVILLE
 CQ1291  USGS QUAD   -  GIBSLAND (1986)
 CQ1291
 CQ1291                         *CURRENT SURVEY CONTROL
 CQ1291  ___________________________________________________________________
 CQ1291* NAD 83(1986)-  32 32 35.     (N)    093 03 16.     (W)     SCALED    
 CQ1291* NAVD 88     -        89.476  (meters)     293.56   (feet)  ADJUSTED  
 CQ1291  ___________________________________________________________________
 CQ1291  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ1291  DYNAMIC HT  -          89.376 (meters)     293.23  (feet)  COMP
 CQ1291  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CQ1291
 CQ1291  VERT ORDER  -  FIRST     CLASS I
 CQ1291
 CQ1291.The horizontal coordinates were scaled from a topographic map and have
 CQ1291.an estimated accuracy of +/- 6 seconds.
 CQ1291
 CQ1291.The orthometric height was determined by differential leveling
 CQ1291.and adjusted by the National Geodetic Survey in June 1991..
 CQ1291
 CQ1291.The geoid height was determined by GEOID03.
 CQ1291
 CQ1291.The dynamic height is computed by dividing the NAVD 88
 CQ1291.geopotential number by the normal gravity value computed on the
 CQ1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1291.degrees latitude (g = 980.6199 gals.).
 CQ1291
 CQ1291.The modeled gravity was interpolated from observed gravity values.
 CQ1291
 CQ1291;                    North         East    Units  Estimated Accuracy
 CQ1291;SPC LA N     -   226,660.      947,920.      MT  (+/- 180 meters Scaled)
 CQ1291
 CQ1291                          SUPERSEDED SURVEY CONTROL
 CQ1291
 CQ1291  NGVD 29 (??/??/??)   89.553  (m)          293.81   (f) ADJUSTED    1 1
 CQ1291
 CQ1291.Superseded values are not recommended for survey control.
 CQ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1291.See file dsdata.txt to determine how the superseded data were derived.
 CQ1291
 CQ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS948006(NAD 83)
 CQ1291_MARKER: DB = BENCH MARK DISK
 CQ1291_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CQ1291_SP_SET: WATER TOWER FOOTING
 CQ1291_STAMPING: K 47 1934
 CQ1291_MARK LOGO: CGS   
 CQ1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1291+STABILITY: SURFACE MOTION
 CQ1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1291+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 CQ1291
 CQ1291  HISTORY     - Date     Condition        Report By
 CQ1291  HISTORY     - 1934     MONUMENTED       CGS
 CQ1291  HISTORY     - 1969     GOOD             CGS
 CQ1291  HISTORY     - 19950626 GOOD             LADTD
 CQ1291  HISTORY     - 20060726 GOOD             NGS
 CQ1291
 CQ1291                          STATION DESCRIPTION
 CQ1291
 CQ1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1291'0.35 MI S FROM GIBSLAND.
 CQ1291'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 154 FROM THE ILLINOIS
 CQ1291'CENTRAL RAILROAD AT GIBSLAND, 205 FEET WEST OF THE CENTER LINE OF THE
 CQ1291'HIGHWAY, SET IN THE TOP OF THE EAST CORNER OF THE NORTHEAST CONCRETE
 CQ1291'FOOTING OF A WATER TOWER, 36 FEET NORTH OF THE CENTER LINE OF A PAVED
 CQ1291'STREET, AND ABOUT 16 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 14, T
 CQ1291'18N, R 7W.
 CQ1291
 CQ1291                          STATION RECOVERY (1995)
 CQ1291
 CQ1291'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1291'THE STATION IS LOCATED IN GIBSLAND, IN THE NORTHEAST QUARDRANT OF
 CQ1291'SOUTH 5TH AND GIBBS STREET, SET IN THE EAST CORNER OF THE NORTHEAST
 CQ1291'FOOTING OF THE CITY WATER TOWER.  OWNERSHIP--CITY OF GIBSLAND.  THE
 CQ1291'STATION IS 92.0 FT (28.0 M) EAST FROM THE CENTER OF GIBBS STREET, 36.0
 CQ1291'FT (11.0 M) NORTH FROM THE CENTER OF SOUTH 5TH STREET, PROJECTING 16
 CQ1291'INCHES ABOVE THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE
 CQ1291'LEVEL OF THE STREET.
 CQ1291
 CQ1291                          STATION RECOVERY (2006)
 CQ1291
 CQ1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DJR)
 CQ1291'MARK FOUND IN GOOD CONDITION AND RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0929 ***********************************************************************
 CQ0929  DESIGNATION -  K 48
 CQ0929  PID         -  CQ0929
 CQ0929  STATE/COUNTY-  LA/JACKSON
 CQ0929  USGS QUAD   -  CLAY (1994)
 CQ0929
 CQ0929                         *CURRENT SURVEY CONTROL
 CQ0929  ___________________________________________________________________
 CQ0929* NAD 83(1986)-  32 25 16.     (N)    092 41 18.     (W)     SCALED    
 CQ0929* NAVD 88     -        64.92   (+/-2cm)     213.0    (feet)  VERTCON   
 CQ0929  ___________________________________________________________________
 CQ0929  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ0929
 CQ0929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0929
 CQ0929.The horizontal coordinates were scaled from a topographic map and have
 CQ0929.an estimated accuracy of +/- 6 seconds.
 CQ0929
 CQ0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0929.The vertical order pertains to the NGVD 29 superseded value.
 CQ0929
 CQ0929.The geoid height was determined by GEOID03.
 CQ0929
 CQ0929;                    North         East    Units  Estimated Accuracy
 CQ0929;SPC LA N     -   213,020.      982,290.      MT  (+/- 180 meters Scaled)
 CQ0929
 CQ0929                          SUPERSEDED SURVEY CONTROL
 CQ0929
 CQ0929  NGVD 29 (??/??/??)   64.986  (m)          213.21   (f) ADJUSTED    2 0
 CQ0929
 CQ0929.Superseded values are not recommended for survey control.
 CQ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0929.See file dsdata.txt to determine how the superseded data were derived.
 CQ0929
 CQ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR293871(NAD 83)
 CQ0929_MARKER: DB = BENCH MARK DISK
 CQ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0929_STAMPING: K 48
 CQ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0929+STABILITY: SURFACE MOTION
 CQ0929
 CQ0929  HISTORY     - Date     Condition        Report By
 CQ0929  HISTORY     - UNK      MONUMENTED       CGS
 CQ0929  HISTORY     - 1935     GOOD             CGS
 CQ0929  HISTORY     - 1953     MARK NOT FOUND   USGS
 CQ0929  HISTORY     - 1983     MARK NOT FOUND   USGS
 CQ0929
 CQ0929                          STATION DESCRIPTION
 CQ0929
 CQ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0929'1.1 MI S FROM CLAY.
 CQ0929'1.1 MILES SOUTH OF AND ALONG THE C.R.I. AND P. R.R. 115 YARDS NORTH OF
 CQ0929'MILE POLE 163.  45 FEET N.W. OF CENTER OF TRACK.  AND 45 FEET S.E. OF
 CQ0929'CENTER OF U.S. HIGHWAY 167.
 CQ0929
 CQ0929                          STATION RECOVERY (1953)
 CQ0929
 CQ0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 CQ0929'MARK NOT FOUND.
 CQ0929
 CQ0929                          STATION RECOVERY (1983)
 CQ0929
 CQ0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CQ0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0081 ***********************************************************************
 CQ0081  DESIGNATION -  K 49
 CQ0081  PID         -  CQ0081
 CQ0081  STATE/COUNTY-  LA/LINCOLN
 CQ0081  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0081
 CQ0081                         *CURRENT SURVEY CONTROL
 CQ0081  ___________________________________________________________________
 CQ0081* NAD 83(1986)-  32 31 11.     (N)    092 27 11.     (W)     SCALED    
 CQ0081* NAVD 88     -        35.324  (meters)     115.89   (feet)  ADJUSTED  
 CQ0081  ___________________________________________________________________
 CQ0081  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0081  DYNAMIC HT  -          35.284 (meters)     115.76  (feet)  COMP
 CQ0081  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CQ0081
 CQ0081  VERT ORDER  -  FIRST     CLASS I
 CQ0081
 CQ0081.The horizontal coordinates were scaled from a topographic map and have
 CQ0081.an estimated accuracy of +/- 6 seconds.
 CQ0081
 CQ0081.The orthometric height was determined by differential leveling
 CQ0081.and adjusted by the National Geodetic Survey in June 1991..
 CQ0081
 CQ0081.The geoid height was determined by GEOID03.
 CQ0081
 CQ0081.The dynamic height is computed by dividing the NAVD 88
 CQ0081.geopotential number by the normal gravity value computed on the
 CQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0081.degrees latitude (g = 980.6199 gals.).
 CQ0081
 CQ0081.The modeled gravity was interpolated from observed gravity values.
 CQ0081
 CQ0081;                    North         East    Units  Estimated Accuracy
 CQ0081;SPC LA N     -   223,940.    1,004,410.      MT  (+/- 180 meters Scaled)
 CQ0081
 CQ0081                          SUPERSEDED SURVEY CONTROL
 CQ0081
 CQ0081  NGVD 29 (??/??/??)   35.384  (m)          116.09   (f) ADJUSTED    1 1
 CQ0081
 CQ0081.Superseded values are not recommended for survey control.
 CQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0081.See file dsdata.txt to determine how the superseded data were derived.
 CQ0081
 CQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR513981(NAD 83)
 CQ0081_MARKER: DB = BENCH MARK DISK
 CQ0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0081_SP_SET: FOUNDATION
 CQ0081_STAMPING: K 49 1935
 CQ0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0081
 CQ0081  HISTORY     - Date     Condition        Report By
 CQ0081  HISTORY     - 1935     MONUMENTED       CGS
 CQ0081  HISTORY     - 1969     GOOD             CGS
 CQ0081
 CQ0081                          STATION DESCRIPTION
 CQ0081
 CQ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0081'4.1 MI E FROM CHOUDRANT.
 CQ0081'ABOUT 3.75 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CQ0081'CHOUDRANT, THENCE 0.25 MILE SOUTH ALONG A PAVED ROAD, THENCE 0.1 MILE
 CQ0081'EAST ALONG THE ILLINOIS CENTRAL RAILROAD, AT TREMONT, 12 FEET SOUTH OF
 CQ0081'THE SOUTH RAIL, SET IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 CQ0081'CONCRETE FOUNDATION FOR A WATER TOWER, 6 INCHES ABOVE THE SURFACE OF
 CQ0081'THE GROUND, 70 FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN RAILROAD
 CQ0081'TRESTLE OVER CHOUDRANT CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CQ0081'TRACK.  SEC 27, T 18N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1098 ***********************************************************************
 CQ1098  DESIGNATION -  K 57
 CQ1098  PID         -  CQ1098
 CQ1098  STATE/COUNTY-  LA/UNION
 CQ1098  USGS QUAD   -  BERNICE (1985)
 CQ1098
 CQ1098                         *CURRENT SURVEY CONTROL
 CQ1098  ___________________________________________________________________
 CQ1098* NAD 83(1986)-  32 49 16.     (N)    092 39 17.     (W)     SCALED    
 CQ1098* NAVD 88     -        71.026  (meters)     233.02   (feet)  ADJUSTED  
 CQ1098  ___________________________________________________________________
 CQ1098  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1098  DYNAMIC HT  -          70.948 (meters)     232.77  (feet)  COMP
 CQ1098  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CQ1098
 CQ1098  VERT ORDER  -  SECOND    CLASS 0
 CQ1098
 CQ1098.The horizontal coordinates were scaled from a topographic map and have
 CQ1098.an estimated accuracy of +/- 6 seconds.
 CQ1098
 CQ1098.The orthometric height was determined by differential leveling
 CQ1098.and adjusted by the National Geodetic Survey in June 1991..
 CQ1098
 CQ1098.The geoid height was determined by GEOID03.
 CQ1098
 CQ1098.The dynamic height is computed by dividing the NAVD 88
 CQ1098.geopotential number by the normal gravity value computed on the
 CQ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1098.degrees latitude (g = 980.6199 gals.).
 CQ1098
 CQ1098.The modeled gravity was interpolated from observed gravity values.
 CQ1098
 CQ1098;                    North         East    Units  Estimated Accuracy
 CQ1098;SPC LA N     -   257,380.      985,510.      MT  (+/- 180 meters Scaled)
 CQ1098
 CQ1098                          SUPERSEDED SURVEY CONTROL
 CQ1098
 CQ1098  NGVD 29 (??/??/??)   71.115  (m)          233.32   (f) ADJUSTED    2 0
 CQ1098
 CQ1098.Superseded values are not recommended for survey control.
 CQ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1098.See file dsdata.txt to determine how the superseded data were derived.
 CQ1098
 CQ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS323315(NAD 83)
 CQ1098_MARKER: DB = BENCH MARK DISK
 CQ1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1098_STAMPING: K57 1934
 CQ1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1098+STABILITY: SURFACE MOTION
 CQ1098
 CQ1098  HISTORY     - Date     Condition        Report By
 CQ1098  HISTORY     - 1934     MONUMENTED       CGS
 CQ1098  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1098
 CQ1098                          STATION DESCRIPTION
 CQ1098
 CQ1098'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1098'IN BERNICE.
 CQ1098'BERNICE, UNION PARISH, AND 6 FEET EAST OF THE NORTHEAST CORNER OF THE
 CQ1098'ELEMENTARY SCHOOL BUILDING.  A STANDARD DISK, STAMPED K 57 1934 AND
 CQ1098'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0221 ***********************************************************************
 CQ0221  DESIGNATION -  K 58
 CQ0221  PID         -  CQ0221
 CQ0221  STATE/COUNTY-  LA/UNION
 CQ0221  USGS QUAD   -  DE LOUTRE (1988)
 CQ0221
 CQ0221                         *CURRENT SURVEY CONTROL
 CQ0221  ___________________________________________________________________
 CQ0221* NAD 83(1986)-  32 48 52.     (N)    092 21 04.     (W)     SCALED    
 CQ0221* NAVD 88     -        50.756  (meters)     166.52   (feet)  ADJUSTED  
 CQ0221  ___________________________________________________________________
 CQ0221  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ0221  DYNAMIC HT  -          50.701 (meters)     166.34  (feet)  COMP
 CQ0221  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 CQ0221
 CQ0221  VERT ORDER  -  SECOND    CLASS 0
 CQ0221
 CQ0221.The horizontal coordinates were scaled from a topographic map and have
 CQ0221.an estimated accuracy of +/- 6 seconds.
 CQ0221
 CQ0221.The orthometric height was determined by differential leveling
 CQ0221.and adjusted by the National Geodetic Survey in June 1991..
 CQ0221
 CQ0221.The geoid height was determined by GEOID03.
 CQ0221
 CQ0221.The dynamic height is computed by dividing the NAVD 88
 CQ0221.geopotential number by the normal gravity value computed on the
 CQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0221.degrees latitude (g = 980.6199 gals.).
 CQ0221
 CQ0221.The modeled gravity was interpolated from observed gravity values.
 CQ0221
 CQ0221;                    North         East    Units  Estimated Accuracy
 CQ0221;SPC LA N     -   256,640.    1,013,940.      MT  (+/- 180 meters Scaled)
 CQ0221
 CQ0221                          SUPERSEDED SURVEY CONTROL
 CQ0221
 CQ0221  NGVD 29 (??/??/??)   50.853  (m)          166.84   (f) ADJUSTED    2 0
 CQ0221
 CQ0221.Superseded values are not recommended for survey control.
 CQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0221.See file dsdata.txt to determine how the superseded data were derived.
 CQ0221
 CQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS607309(NAD 83)
 CQ0221_MARKER: DB = BENCH MARK DISK
 CQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0221_STAMPING: K 58 1934
 CQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0221+STABILITY: SURFACE MOTION
 CQ0221
 CQ0221  HISTORY     - Date     Condition        Report By
 CQ0221  HISTORY     - 1934     MONUMENTED       CGS
 CQ0221  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0221
 CQ0221                          STATION DESCRIPTION
 CQ0221
 CQ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0221'4.4 MI NE FROM FARMERVILLE.
 CQ0221'4.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0221'STATION AT FARMERVILLE, UNION PARISH, 165 YARDS NORTHEAST OF A POLE
 CQ0221'PAINTED 547-25, 36 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND AT
 CQ0221'THE FENCE.  A STANDARD DISK, STAMPED K 58 1934 AND SET IN THE TOP OF A
 CQ0221'CONCRETE POST.
 CQ0221
 CQ0221                          STATION RECOVERY (1982)
 CQ0221
 CQ0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0138 ***********************************************************************
 BX0138  DESIGNATION -  K 59
 BX0138  PID         -  BX0138
 BX0138  STATE/COUNTY-  LA/GRANT
 BX0138  USGS QUAD   -  MUDVILLE (1985)
 BX0138
 BX0138                         *CURRENT SURVEY CONTROL
 BX0138  ___________________________________________________________________
 BX0138* NAD 83(1986)-  31 37 41.     (N)    092 24 40.     (W)     SCALED    
 BX0138* NAVD 88     -        31.40   (+/-2cm)     103.0    (feet)  VERTCON   
 BX0138  ___________________________________________________________________
 BX0138  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BX0138
 BX0138  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0138
 BX0138.The horizontal coordinates were scaled from a topographic map and have
 BX0138.an estimated accuracy of +/- 6 seconds.
 BX0138
 BX0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0138.The vertical order pertains to the NGVD 29 superseded value.
 BX0138
 BX0138.The geoid height was determined by GEOID03.
 BX0138
 BX0138;                    North         East    Units  Estimated Accuracy
 BX0138;SPC LA N     -   125,080.    1,008,430.      MT  (+/- 180 meters Scaled)
 BX0138
 BX0138                          SUPERSEDED SURVEY CONTROL
 BX0138
 BX0138  NGVD 29 (??/??/??)   31.399  (m)          103.01   (f) ADJUSTED    1 2
 BX0138
 BX0138.Superseded values are not recommended for survey control.
 BX0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0138.See file dsdata.txt to determine how the superseded data were derived.
 BX0138
 BX0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ558993(NAD 83)
 BX0138_MARKER: DB = BENCH MARK DISK
 BX0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0138_SP_SET: BRIDGE
 BX0138_STAMPING: K 59 1935
 BX0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0138
 BX0138  HISTORY     - Date     Condition        Report By
 BX0138  HISTORY     - 1935     MONUMENTED       CGS
 BX0138  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0138
 BX0138                          STATION DESCRIPTION
 BX0138
 BX0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0138'4.6 MI N FROM ANTONIA.
 BX0138'ABOUT 4.6 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0138'ANTONIA, GRANT PARISH, ABOUT 245 YARDS SOUTH OF MILEPOST 572, AT A
 BX0138'CONCRETE BRIDGE, AND IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 BX0138'HEAD WALL.  A STANDARD DISK, STAMPED K 59 1935.
 BX0138
 BX0138                          STATION RECOVERY (1981)
 BX0138
 BX0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0250 ***********************************************************************
 BK0250  DESIGNATION -  K 60
 BK0250  PID         -  BK0250
 BK0250  STATE/COUNTY-  LA/ST LANDRY
 BK0250  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0250
 BK0250                         *CURRENT SURVEY CONTROL
 BK0250  ___________________________________________________________________
 BK0250* NAD 83(1986)-  30 29 42.     (N)    092 24 47.     (W)     SCALED    
 BK0250* NAVD 88     -        14.52   (+/-2cm)      47.6    (feet)  VERTCON   
 BK0250  ___________________________________________________________________
 BK0250  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0250
 BK0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0250
 BK0250.The horizontal coordinates were scaled from a topographic map and have
 BK0250.an estimated accuracy of +/- 6 seconds.
 BK0250
 BK0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0250.The vertical order pertains to the NGVD 29 superseded value.
 BK0250
 BK0250.The geoid height was determined by GEOID03.
 BK0250
 BK0250;                    North         East    Units  Estimated Accuracy
 BK0250;SPC LA S     -   221,630.      896,350.      MT  (+/- 180 meters Scaled)
 BK0250
 BK0250                          SUPERSEDED SURVEY CONTROL
 BK0250
 BK0250  NGVD 29 (??/??/??)   14.481  (m)           47.51   (f) ADJUSTED    2 0
 BK0250
 BK0250.Superseded values are not recommended for survey control.
 BK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0250.See file dsdata.txt to determine how the superseded data were derived.
 BK0250
 BK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP563737(NAD 83)
 BK0250_MARKER: DB = BENCH MARK DISK
 BK0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0250_SP_SET: FOOTING
 BK0250_STAMPING: K 60 1935
 BK0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0250
 BK0250  HISTORY     - Date     Condition        Report By
 BK0250  HISTORY     - 1935     MONUMENTED       CGS
 BK0250  HISTORY     - 1969     GOOD             LADTD
 BK0250
 BK0250                          STATION DESCRIPTION
 BK0250
 BK0250'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0250'IN EUNICE.
 BK0250'AT EUNICE, ST. LANDRY PARISH, AT THE CITY WATER TOWER, AND IN THE TOP
 BK0250'OF THE SOUTHWEST CORNER CONCRETE FOOTING.  A STANDARD DISC, STAMPED K
 BK0250'60 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1145 ***********************************************************************
 BX1145  DESIGNATION -  K 67 RESET 1971
 BX1145  PID         -  BX1145
 BX1145  STATE/COUNTY-  LA/RAPIDES
 BX1145  USGS QUAD   -  LENA (1992)
 BX1145
 BX1145                         *CURRENT SURVEY CONTROL
 BX1145  ___________________________________________________________________
 BX1145* NAD 83(1986)-  31 24 09.     (N)    092 52 09.     (W)     SCALED    
 BX1145* NAVD 88     -        91.33   (+/-2cm)     299.6    (feet)  VERTCON   
 BX1145  ___________________________________________________________________
 BX1145  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1145
 BX1145  VERT ORDER  -  THIRD (See Below)
 BX1145
 BX1145.The horizontal coordinates were scaled from a topographic map and have
 BX1145.an estimated accuracy of +/- 6 seconds.
 BX1145
 BX1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1145.The vertical order pertains to the NGVD 29 superseded value.
 BX1145
 BX1145.The geoid height was determined by GEOID03.
 BX1145
 BX1145;                    North         East    Units  Estimated Accuracy
 BX1145;SPC LA N     -   100,130.      964,890.      MT  (+/- 180 meters Scaled)
 BX1145
 BX1145                          SUPERSEDED SURVEY CONTROL
 BX1145
 BX1145  NGVD 29 (??/??/??)   91.34   (m)          299.7    (f) RESET       3  
 BX1145
 BX1145.Superseded values are not recommended for survey control.
 BX1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1145.See file dsdata.txt to determine how the superseded data were derived.
 BX1145
 BX1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ124742(NAD 83)
 BX1145_MARKER: DB = BENCH MARK DISK
 BX1145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1145_STAMPING: K 67 RESET 1971
 BX1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1145
 BX1145  HISTORY     - Date     Condition        Report By
 BX1145  HISTORY     - 1971     MONUMENTED       NGS
 BX1145  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1145
 BX1145                          STATION DESCRIPTION
 BX1145
 BX1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX1145'IN FLATWOODS.
 BX1145'LOCATED AT FLATWOODS, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 BX1145'STATE HIGHWAYS 8 AND 119, ABOUT 50 YARDS SOUTHWEST OF THE POST OFFICE,
 BX1145'40 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 119, 82 FEET
 BX1145'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 8, 109 FEET NORTHWEST OF
 BX1145'A POWER POLE ON THE SOUTHEAST SIDE OF THE ROAD, 116 FEET SOUTHWEST OF
 BX1145'THE SOUTHWEST CORNER OF THE MAIN PORTION OF A BUILDING ON THE
 BX1145'NORTHEAST SIDE OF THE ROAD, 1 FOOT SOUTHEAST OF THE PROJECTED PLANE OF
 BX1145'THE WEST WALL OF THE SAME BUILDING AND 1 FOOT SOUTHEAST OF A METAL
 BX1145'WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED ON A 5/8 INCH COPPER
 BX1145'WELD ROD 3.5 FEET LONG FASTENED TO A 10-INCH SQUARE IRON PLATE ENCASED
 BX1145'IN A 4-INCH ORANGEBURG PIPE.
 BX1145
 BX1145                          STATION RECOVERY (1999)
 BX1145
 BX1145'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1792 ***********************************************************************
 BJ1792  DESIGNATION -  K 75
 BJ1792  PID         -  BJ1792
 BJ1792  STATE/COUNTY-  LA/EAST FELICIANA
 BJ1792  USGS QUAD   -  CHIPOLA (1984)
 BJ1792
 BJ1792                         *CURRENT SURVEY CONTROL
 BJ1792  ___________________________________________________________________
 BJ1792* NAD 83(1986)-  30 53 21.     (N)    090 52 11.     (W)     SCALED    
 BJ1792* NAVD 88     -        62.26   (+/-2cm)     204.3    (feet)  VERTCON   
 BJ1792  ___________________________________________________________________
 BJ1792  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1792
 BJ1792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1792
 BJ1792.The horizontal coordinates were scaled from a topographic map and have
 BJ1792.an estimated accuracy of +/- 6 seconds.
 BJ1792
 BJ1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1792.The vertical order pertains to the NGVD 29 superseded value.
 BJ1792
 BJ1792.The geoid height was determined by GEOID03.
 BJ1792
 BJ1792;                    North         East    Units  Estimated Accuracy
 BJ1792;SPC LA S     -   264,930.    1,044,330.      MT  (+/- 180 meters Scaled)
 BJ1792
 BJ1792                          SUPERSEDED SURVEY CONTROL
 BJ1792
 BJ1792  NGVD 29 (??/??/??)   62.269  (m)          204.29   (f) ADJUSTED    2 0
 BJ1792
 BJ1792.Superseded values are not recommended for survey control.
 BJ1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1792.See file dsdata.txt to determine how the superseded data were derived.
 BJ1792
 BJ1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ036192(NAD 83)
 BJ1792_MARKER: DB = BENCH MARK DISK
 BJ1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1792_STAMPING: K-75 1935
 BJ1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1792+STABILITY: SURFACE MOTION
 BJ1792
 BJ1792  HISTORY     - Date     Condition        Report By
 BJ1792  HISTORY     - 1935     MONUMENTED       CGS
 BJ1792
 BJ1792                          STATION DESCRIPTION
 BJ1792
 BJ1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BJ1792'9.6 MI E FROM CLINTON.
 BJ1792'9.6 MILES EAST OF Y AND MV RR DEPOT, AT CLINTON.  51 FEET NORTH OF THE
 BJ1792'CENTERLINE OF STATE HIGHWAY NO. 35.  99 FEET WEST OF THE NORTHWEST
 BJ1792'CORNER OF THE OLD E. W. CHANEY STORE BUILDING.  18 FEET SOUTHEAST OF
 BJ1792'AN 18 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0467 ***********************************************************************
 BJ0467  DESIGNATION -  K 76
 BJ0467  PID         -  BJ0467
 BJ0467  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0467  USGS QUAD   -  ZACHARY (1980)
 BJ0467
 BJ0467                         *CURRENT SURVEY CONTROL
 BJ0467  ___________________________________________________________________
 BJ0467* NAD 83(1992)-  30 44 20.65124(N)    091 08 21.43601(W)     ADJUSTED  
 BJ0467* NAVD 88     -        40.869  (meters)     134.08   (feet)  ADJUSTED  
 BJ0467  ___________________________________________________________________
 BJ0467  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ0467  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0467  DYNAMIC HT  -          40.816 (meters)     133.91  (feet)  COMP
 BJ0467  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ0467
 BJ0467  HORZ ORDER  -  THIRD
 BJ0467  VERT ORDER  -  FIRST     CLASS II
 BJ0467
 BJ0467.The horizontal coordinates were established by classical geodetic methods
 BJ0467.and adjusted by the National Geodetic Survey in January 1993..
 BJ0467
 BJ0467.The orthometric height was determined by differential leveling
 BJ0467.and adjusted by the National Geodetic Survey in February 1994..
 BJ0467
 BJ0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0467
 BJ0467.The geoid height was determined by GEOID03.
 BJ0467
 BJ0467.The dynamic height is computed by dividing the NAVD 88
 BJ0467.geopotential number by the normal gravity value computed on the
 BJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0467.degrees latitude (g = 980.6199 gals.).
 BJ0467
 BJ0467.The modeled gravity was interpolated from observed gravity values.
 BJ0467
 BJ0467;                    North         East     Units Scale Factor Converg.
 BJ0467;SPC LA S     -   248,210.637 1,018,582.596   MT  1.00000854   +0 05 49.3
 BJ0467;SPC LA S     -   814,337.73  3,341,799.73   sFT  1.00000854   +0 05 49.3
 BJ0467;UTM  15      - 3,402,163.644   678,131.765   MT  0.99999144   +0 57 04.7
 BJ0467
 BJ0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0467!SPC LA S     -   0.99999787  x   1.00000854  =   1.00000641
 BJ0467!UTM  15      -   0.99999787  x   0.99999144  =   0.99998931
 BJ0467
 BJ0467                          SUPERSEDED SURVEY CONTROL
 BJ0467
 BJ0467  NAD 83(1986)-  30 44 20.66693(N)    091 08 21.43198(W) AD(       ) 3
 BJ0467  NAD 27      -  30 44 20.01220(N)    091 08 21.05431(W) AD(       ) 3
 BJ0467  NGVD 29 (??/??/??)   40.843  (m)          134.00   (f) ADJUSTED    1 2
 BJ0467
 BJ0467.Superseded values are not recommended for survey control.
 BJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0467.See file dsdata.txt to determine how the superseded data were derived.
 BJ0467
 BJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7813202164(NAD 83)
 BJ0467_MARKER: DB = BENCH MARK DISK
 BJ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0467_STAMPING: K 76 1935 134.68
 BJ0467_MARK LOGO: CGS   
 BJ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0467+STABILITY: SURFACE MOTION
 BJ0467
 BJ0467  HISTORY     - Date     Condition        Report By
 BJ0467  HISTORY     - 1935     MONUMENTED       NGS
 BJ0467  HISTORY     - 1965     GOOD             CGS
 BJ0467  HISTORY     - 1976     GOOD             NGS
 BJ0467  HISTORY     - 1984     GOOD             LADTD
 BJ0467
 BJ0467                          STATION DESCRIPTION
 BJ0467
 BJ0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BJ0467'SLAUGHTER, 1.5 MI N. OF.  ALONG ILLINOIS CENTRAL RAILROAD.  970 FT N.
 BJ0467'OF M.P. N - 346.  54 FT W. OF CENTER OF I.C. RR. TRACKS.  135 FT W.
 BJ0467'OF CENTER OF STATE HWY. 19.  12 FT N. OF CENTER OF PVT. T - RD. W.  IN
 BJ0467'CONCRETE POST, USC AND GS STANDARD DISK STAMPED---K 76 1935---.
 BJ0467
 BJ0467                          STATION RECOVERY (1965)
 BJ0467
 BJ0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0467'1.55 MI N FROM SLAUGHTER.
 BJ0467'ABOUT 1.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0467'STATION AT SLAUGHTER, IN S 32, T 3 S, R 1 E, ABOUT 0.2 MILE NORTH OF
 BJ0467'MILEPOST 346, 137 FEET WEST AND ACROSS THE TRACK FROM THE CENTER LINE
 BJ0467'OF STATE HIGHWAY 19, 44 FEET WEST OF THE WEST RAIL, 141 FEET NORTH OF
 BJ0467'THE CENTER LINE OF A TRACK ROAD AND THE CENTER OF A GATE, 70 FEET
 BJ0467'SOUTHWEST OF A TELEPHONE POLE, 3 FEET EAST OF A FENCE, 1.8 FEET WEST
 BJ0467'OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 BJ0467'TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS MARK IS ABOUT
 BJ0467'1.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM N 219 1965
 BJ0467'WHICH IS DESCRIBED FROM ETHEL.
 BJ0467
 BJ0467                          STATION RECOVERY (1976)
 BJ0467
 BJ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0467'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE
 BJ0467'AT SLAUGHTER, 137 FT WEST AND ACROSS THE TRACKS FROM THE CENTER
 BJ0467'LINE OF STATE HIGHWAY 19, 44 FT WEST OF THE WEST RAIL OF THE ILLINOIS
 BJ0467'CENTRAL RAILROAD TRACK, 141 FT NORTH OF THE CENTER LINE OF A TRACK
 BJ0467'ROAD AND THE CENTER OF A GATE, 70 FT SOUTHWEST OF A TELEPHONE POLE,
 BJ0467'3 FT EAST OF A FENCE.
 BJ0467
 BJ0467                          STATION RECOVERY (1984)
 BJ0467
 BJ0467'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1284 ***********************************************************************
 BJ1284  DESIGNATION -  K 80
 BJ1284  PID         -  BJ1284
 BJ1284  STATE/COUNTY-  LA/WASHINGTON
 BJ1284  USGS QUAD   -  ENON (1983)
 BJ1284
 BJ1284                         *CURRENT SURVEY CONTROL
 BJ1284  ___________________________________________________________________
 BJ1284* NAD 83(1986)-  30 42 42.     (N)    090 01 47.     (W)     SCALED    
 BJ1284* NAVD 88     -        34.55   (+/-2cm)     113.4    (feet)  VERTCON   
 BJ1284  ___________________________________________________________________
 BJ1284  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BJ1284
 BJ1284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1284
 BJ1284.The horizontal coordinates were scaled from a topographic map and have
 BJ1284.an estimated accuracy of +/- 6 seconds.
 BJ1284
 BJ1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1284.The vertical order pertains to the NGVD 29 superseded value.
 BJ1284
 BJ1284.The geoid height was determined by GEOID03.
 BJ1284
 BJ1284;                    North         East    Units  Estimated Accuracy
 BJ1284;SPC LA S     -   245,870.    1,124,870.      MT  (+/- 180 meters Scaled)
 BJ1284
 BJ1284                          SUPERSEDED SURVEY CONTROL
 BJ1284
 BJ1284  NGVD 29 (??/??/??)   34.633  (m)          113.63   (f) ADJUSTED    2 0
 BJ1284
 BJ1284.Superseded values are not recommended for survey control.
 BJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1284.See file dsdata.txt to determine how the superseded data were derived.
 BJ1284
 BJ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ844014(NAD 83)
 BJ1284_MARKER: DB = BENCH MARK DISK
 BJ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1284_STAMPING: K 80 1935 114
 BJ1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1284+STABILITY: SURFACE MOTION
 BJ1284
 BJ1284  HISTORY     - Date     Condition        Report By
 BJ1284  HISTORY     - 1935     MONUMENTED       CGS
 BJ1284  HISTORY     - 1955     GOOD             CGS
 BJ1284  HISTORY     - 1977     MARK NOT FOUND   LADTD
 BJ1284  HISTORY     - 1980     MARK NOT FOUND   USGS
 BJ1284
 BJ1284                          STATION DESCRIPTION
 BJ1284
 BJ1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1284'8.8 MI NW FROM RIO.
 BJ1284'LOCATED 8.8 MILES NORTH WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BJ1284'FROM THE STATION IN RIO, 0.5 MILE NORTHWEST OF MILEPOST 73, 160 YARDS
 BJ1284'SOUTHEAST OF BRIDGE NO 73.7, 28 FEET SOUTH OF THE SOUTH RAIL, 55 FEET
 BJ1284'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 74 FEET WEST OF THE CENTER
 BJ1284'OF THE ROAD AND 83 FEET SOUTHWEST OF THE FIRST POLE EAST OF THE
 BJ1284'CROSSING.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BJ1284'PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE TRACK.
 BJ1284
 BJ1284                          STATION RECOVERY (1977)
 BJ1284
 BJ1284'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1284'MARK NOT FOUND.
 BJ1284
 BJ1284                          STATION RECOVERY (1980)
 BJ1284
 BJ1284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BJ1284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1679 ***********************************************************************
 BX1679  DESIGNATION -  K 97
 BX1679  PID         -  BX1679
 BX1679  STATE/COUNTY-  LA/NATCHITOCHES
 BX1679  USGS QUAD   -  FLORA (1992)
 BX1679
 BX1679                         *CURRENT SURVEY CONTROL
 BX1679  ___________________________________________________________________
 BX1679* NAD 83(1986)-  31 35 18.     (N)    093 00 59.     (W)     SCALED    
 BX1679* NAVD 88     -        31.50   (+/-2cm)     103.3    (feet)  VERTCON   
 BX1679  ___________________________________________________________________
 BX1679  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1679
 BX1679  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1679
 BX1679.The horizontal coordinates were scaled from a topographic map and have
 BX1679.an estimated accuracy of +/- 6 seconds.
 BX1679
 BX1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1679.The vertical order pertains to the NGVD 29 superseded value.
 BX1679
 BX1679.The geoid height was determined by GEOID03.
 BX1679
 BX1679;                    North         East    Units  Estimated Accuracy
 BX1679;SPC LA N     -   120,790.      950,990.      MT  (+/- 180 meters Scaled)
 BX1679
 BX1679                          SUPERSEDED SURVEY CONTROL
 BX1679
 BX1679  NGVD 29 (??/??/??)   31.532  (m)          103.45   (f) ADJUSTED    1 2
 BX1679
 BX1679.Superseded values are not recommended for survey control.
 BX1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1679.See file dsdata.txt to determine how the superseded data were derived.
 BX1679
 BX1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ984948(NAD 83)
 BX1679_MARKER: DB = BENCH MARK DISK
 BX1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1679_STAMPING: K-97 1938
 BX1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1679+STABILITY: SURFACE MOTION
 BX1679
 BX1679  HISTORY     - Date     Condition        Report By
 BX1679  HISTORY     - 1938     MONUMENTED       CGS
 BX1679  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1679
 BX1679                          STATION DESCRIPTION
 BX1679
 BX1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1679'1.7 MI W FROM MONTROSE.
 BX1679'3 FEET WEST OF MILE POST NO. 234 47 FEET NORTH OF THE CENTER LINE OF
 BX1679'THE T. AND P. R. R. MAIN LINE.
 BX1679
 BX1679                          STATION RECOVERY (1980)
 BX1679
 BX1679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0752 ***********************************************************************
 BX0752  DESIGNATION -  K 98
 BX0752  PID         -  BX0752
 BX0752  STATE/COUNTY-  LA/RAPIDES
 BX0752  USGS QUAD   -  LATANIER (1993)
 BX0752
 BX0752                         *CURRENT SURVEY CONTROL
 BX0752  ___________________________________________________________________
 BX0752* NAD 83(1986)-  31 14 50.     (N)    092 22 28.     (W)     SCALED    
 BX0752* NAVD 88     -        22.00   (+/-2cm)      72.2    (feet)  VERTCON   
 BX0752  ___________________________________________________________________
 BX0752  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BX0752
 BX0752  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0752
 BX0752.The horizontal coordinates were scaled from a topographic map and have
 BX0752.an estimated accuracy of +/- 6 seconds.
 BX0752
 BX0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0752.The vertical order pertains to the NGVD 29 superseded value.
 BX0752
 BX0752.The geoid height was determined by GEOID03.
 BX0752
 BX0752;                    North         East    Units  Estimated Accuracy
 BX0752;SPC LA N     -    82,860.    1,011,960.      MT  (+/- 180 meters Scaled)
 BX0752
 BX0752                          SUPERSEDED SURVEY CONTROL
 BX0752
 BX0752  NGVD 29 (??/??/??)   21.981  (m)           72.12   (f) ADJUSTED    1 2
 BX0752
 BX0752.Superseded values are not recommended for survey control.
 BX0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0752.See file dsdata.txt to determine how the superseded data were derived.
 BX0752
 BX0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ595571(NAD 83)
 BX0752_MARKER: DB = BENCH MARK DISK
 BX0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0752_STAMPING: K 98 1938
 BX0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0752+STABILITY: SURFACE MOTION
 BX0752
 BX0752  HISTORY     - Date     Condition        Report By
 BX0752  HISTORY     - 1938     MONUMENTED       CGS
 BX0752  HISTORY     - 1962     MARK NOT FOUND   CGS
 BX0752  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0752
 BX0752                          STATION DESCRIPTION
 BX0752
 BX0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0752'6.3 MI SE FROM ALEXANDRIA.
 BX0752'LOCATED 5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE
 BX0752'AT ALEXANDRIA, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 BX0752'OPPOSITE THE DAVE HALL MAIL BOX, 20 FEET NORTHWEST OF THE CENTERLINE
 BX0752'OF THE HIGHWAY, AND 15 FEET EAST OF THE CENTER OF A FARM GATE.  A
 BX0752'STANDARD DISK, STAMPED K 98 1938 SET IN THE TOP OF A CONCRETE POST.
 BX0752
 BX0752                          STATION RECOVERY (1966)
 BX0752
 BX0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0744 ***********************************************************************
 BX0744  DESIGNATION -  K 99
 BX0744  PID         -  BX0744
 BX0744  STATE/COUNTY-  LA/RAPIDES
 BX0744  USGS QUAD   -  LATANIER (1993)
 BX0744
 BX0744                         *CURRENT SURVEY CONTROL
 BX0744  ___________________________________________________________________
 BX0744* NAD 83(1986)-  31 11 33.     (N)    092 19 32.     (W)     SCALED    
 BX0744* NAVD 88     -        21.14   (+/-2cm)      69.4    (feet)  VERTCON   
 BX0744  ___________________________________________________________________
 BX0744  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX0744
 BX0744  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0744
 BX0744.The horizontal coordinates were scaled from a topographic map and have
 BX0744.an estimated accuracy of +/- 6 seconds.
 BX0744
 BX0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0744.The vertical order pertains to the NGVD 29 superseded value.
 BX0744
 BX0744.The geoid height was determined by GEOID03.
 BX0744
 BX0744;                    North         East    Units  Estimated Accuracy
 BX0744;SPC LA N     -    76,800.    1,016,630.      MT  (+/- 180 meters Scaled)
 BX0744
 BX0744                          SUPERSEDED SURVEY CONTROL
 BX0744
 BX0744  NGVD 29 (??/??/??)   21.123  (m)           69.30   (f) ADJUSTED    1 2
 BX0744
 BX0744.Superseded values are not recommended for survey control.
 BX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0744.See file dsdata.txt to determine how the superseded data were derived.
 BX0744
 BX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ642511(NAD 83)
 BX0744_MARKER: DB = BENCH MARK DISK
 BX0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0744_STAMPING: K-99 1938
 BX0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0744+STABILITY: SURFACE MOTION
 BX0744
 BX0744  HISTORY     - Date     Condition        Report By
 BX0744  HISTORY     - 1938     MONUMENTED       CGS
 BX0744  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0744  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0744
 BX0744                          STATION DESCRIPTION
 BX0744
 BX0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX0744'5.2 MI SE FROM LATANIER.
 BX0744'2.2 MILE SOUTHEAST OF ALONG GRAVEL ROAD BY LEVEE.  27 FEET WEST OF
 BX0744'CENTER LINE OF ROAD (GRAVEL).  21 FEET NORTH OF CENTER LINE OF T ROAD
 BX0744'WEST.  AT FENCE CORNER.
 BX0744
 BX0744                          STATION RECOVERY (1966)
 BX0744
 BX0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0744'MARK NOT FOUND.
 BX0744
 BX0744                          STATION RECOVERY (1999)
 BX0744
 BX0744'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0745 ***********************************************************************
 BX0745  DESIGNATION -  K 99 RESET 1959
 BX0745  PID         -  BX0745
 BX0745  STATE/COUNTY-  LA/RAPIDES
 BX0745  USGS QUAD   -  LATANIER (1993)
 BX0745
 BX0745                         *CURRENT SURVEY CONTROL
 BX0745  ___________________________________________________________________
 BX0745* NAD 83(1986)-  31 11 33.     (N)    092 19 31.     (W)     SCALED    
 BX0745* NAVD 88     -        20.998  (meters)      68.89   (feet)  ADJUSTED  
 BX0745  ___________________________________________________________________
 BX0745  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX0745  DYNAMIC HT  -          20.972 (meters)      68.81  (feet)  COMP
 BX0745  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 BX0745
 BX0745  VERT ORDER  -  FIRST     CLASS I
 BX0745
 BX0745.The horizontal coordinates were scaled from a topographic map and have
 BX0745.an estimated accuracy of +/- 6 seconds.
 BX0745
 BX0745.The orthometric height was determined by differential leveling
 BX0745.and adjusted by the National Geodetic Survey in February 1994..
 BX0745
 BX0745.The geoid height was determined by GEOID03.
 BX0745
 BX0745.The dynamic height is computed by dividing the NAVD 88
 BX0745.geopotential number by the normal gravity value computed on the
 BX0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0745.degrees latitude (g = 980.6199 gals.).
 BX0745
 BX0745.The modeled gravity was interpolated from observed gravity values.
 BX0745
 BX0745;                    North         East    Units  Estimated Accuracy
 BX0745;SPC LA N     -    76,800.    1,016,650.      MT  (+/- 180 meters Scaled)
 BX0745
 BX0745                          SUPERSEDED SURVEY CONTROL
 BX0745
 BX0745  NAVD 88 (06/15/91)   21.000  (m)           68.90   (f) UNKNOWN     1 1
 BX0745  NGVD 29 (??/??/??)   20.977  (m)           68.82   (f) ADJUSTED    1 1
 BX0745
 BX0745.Superseded values are not recommended for survey control.
 BX0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0745.See file dsdata.txt to determine how the superseded data were derived.
 BX0745
 BX0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ642511(NAD 83)
 BX0745_MARKER: DB = BENCH MARK DISK
 BX0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0745_STAMPING: K 99 RESET 1959
 BX0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0745+STABILITY: SURFACE MOTION
 BX0745
 BX0745  HISTORY     - Date     Condition        Report By
 BX0745  HISTORY     - 1959     MONUMENTED       CGS
 BX0745  HISTORY     - 1966     GOOD             CGS
 BX0745  HISTORY     - 1977     GOOD             NGS
 BX0745  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0745
 BX0745                          STATION DESCRIPTION
 BX0745
 BX0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0745'2.3 MI SE FROM LATANIER.
 BX0745'ABOUT 2.3 MILES SOUTHEAST ALONG STATE ROAD 457 FROM THE INTERSECTION
 BX0745'OF STATE HIGHWAY 1 AT LATANIER, IN SECTION 36, T 3 N, R 1 E, 30 FEET
 BX0745'SOUTH OF THE CENTER LINE OF THE ROAD, 237 FEET WEST OF THE EXTENDED
 BX0745'CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A BRICK HOUSE WHICH
 BX0745'IS THE RESIDENCE OF W.I. BRIAN, 22 FEET WEST OF THE CENTER LINE OF A
 BX0745'GRADED DIRT ROAD LEADING SOUTH, 99 FEET WEST OF A POWER POLE, 3 FEET
 BX0745'WEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 1.0 FOOT
 BX0745'SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 INCHES BELOW THE LEVEL OF
 BX0745'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BX0745'NOTE-- THIS BENCH MARK IS ABOUT 1.0 MILE NORTHWEST OF BENCH MARK L 99
 BX0745'RESET 1959 WHICH IS DESCRIBED FROM POLAND.
 BX0745
 BX0745                          STATION RECOVERY (1977)
 BX0745
 BX0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0745'RECOVERED IN GOOD CONDITION.
 BX0745
 BX0745                          STATION RECOVERY (1999)
 BX0745
 BX0745'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1452 ***********************************************************************
 BX1452  DESIGNATION -  K=188 USGS
 BX1452  PID         -  BX1452
 BX1452  STATE/COUNTY-  LA/WINN
 BX1452  USGS QUAD   -  ATLANTA (1984)
 BX1452
 BX1452                         *CURRENT SURVEY CONTROL
 BX1452  ___________________________________________________________________
 BX1452* NAD 83(1986)-  31 48 33.     (N)    092 44 40.     (W)     SCALED    
 BX1452* NAVD 88     -        57.26   (+/-2cm)     187.9    (feet)  VERTCON   
 BX1452  ___________________________________________________________________
 BX1452  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX1452
 BX1452  VERT ORDER  -  ? (See Below)
 BX1452
 BX1452.The horizontal coordinates were scaled from a topographic map and have
 BX1452.an estimated accuracy of +/- 6 seconds.
 BX1452
 BX1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1452.The vertical order pertains to the NGVD 29 superseded value.
 BX1452
 BX1452.The geoid height was determined by GEOID03.
 BX1452
 BX1452;                    North         East    Units  Estimated Accuracy
 BX1452;SPC LA N     -   145,180.      976,860.      MT  (+/- 180 meters Scaled)
 BX1452
 BX1452                          SUPERSEDED SURVEY CONTROL
 BX1452
 BX1452  NGVD 29 (??/??/??)   57.277  (m)          187.92   (f) ADJUSTED    ?  
 BX1452
 BX1452.Superseded values are not recommended for survey control.
 BX1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1452.See file dsdata.txt to determine how the superseded data were derived.
 BX1452
 BX1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR241193(NAD 83)
 BX1452_MARKER: P = PIPE CAP
 BX1452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1452_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1452
 BX1452  HISTORY     - Date     Condition        Report By
 BX1452  HISTORY     - UNK      MONUMENTED       USGS
 BX1452  HISTORY     - 1949     MARK NOT FOUND   CGS
 BX1452
 BX1452                          STATION DESCRIPTION
 BX1452
 BX1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1452'IN ATLANTA.
 BX1452'AT ATLANTA, WINN PARISH, ON THE ABANDONED RIGHT-OF-WAY OF THE
 BX1452'LOUISIANA RAILWAY AND NAVIGATION CO., 40 FEET WEST OF THE NW CORNER OF
 BX1452'THE GERMAIN AND BOYD COMMISSARY, 10 FEET SOUTH OF A ROAD CROSSING, AND
 BX1452'45 FEET EAST OF THE TRACK.  A USGS STANDARD CAP STAMPED 188 AND
 BX1452'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.  NOTE-- THE GERMAIN AND
 BX1452'BOYD COMMISSARY HAS BEEN MOVED.  THERE IS A DEEP DITCH AT THE PLACE
 BX1452'WHERE THE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0518 ***********************************************************************
 BJ0518  DESIGNATION -  KAISER EAST WELL
 BJ0518  PID         -  BJ0518
 BJ0518  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0518  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0518
 BJ0518                         *CURRENT SURVEY CONTROL
 BJ0518  ___________________________________________________________________
 BJ0518* NAD 83(1986)-  30 30 24.     (N)    091 11 08.     (W)     SCALED    
 BJ0518* NAVD 88     -        16.412  (meters)      53.84   (feet)  ADJUSTED  
 BJ0518  ___________________________________________________________________
 BJ0518  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0518  DYNAMIC HT  -          16.391 (meters)      53.78  (feet)  COMP
 BJ0518  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ0518
 BJ0518  VERT ORDER  -  FIRST     CLASS I
 BJ0518
 BJ0518.The horizontal coordinates were scaled from a topographic map and have
 BJ0518.an estimated accuracy of +/- 6 seconds.
 BJ0518
 BJ0518.The orthometric height was determined by differential leveling
 BJ0518.and adjusted by the National Geodetic Survey in February 1994..
 BJ0518
 BJ0518.The geoid height was determined by GEOID03.
 BJ0518
 BJ0518.The dynamic height is computed by dividing the NAVD 88
 BJ0518.geopotential number by the normal gravity value computed on the
 BJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0518.degrees latitude (g = 980.6199 gals.).
 BJ0518
 BJ0518.The modeled gravity was interpolated from observed gravity values.
 BJ0518
 BJ0518;                    North         East    Units  Estimated Accuracy
 BJ0518;SPC LA S     -   222,440.    1,014,190.      MT  (+/- 180 meters Scaled)
 BJ0518
 BJ0518                          SUPERSEDED SURVEY CONTROL
 BJ0518
 BJ0518  NGVD 29 (??/??/??)   16.399  (m)           53.80   (f) ADJUSTED    1 1
 BJ0518
 BJ0518.Superseded values are not recommended for survey control.
 BJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0518.See file dsdata.txt to determine how the superseded data were derived.
 BJ0518
 BJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP741763(NAD 83)
 BJ0518_MARKER: Q = CHISELED SQUARE
 BJ0518_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ0518_SP_SET: 2600 FT DEEP WELL CASING
 BJ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0518+STABILITY: SURFACE MOTION
 BJ0518
 BJ0518  HISTORY     - Date     Condition        Report By
 BJ0518  HISTORY     - 1976     MONUMENTED       NGS
 BJ0518
 BJ0518                          STATION DESCRIPTION
 BJ0518
 BJ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0518'IN BATON ROUGE.
 BJ0518'LOCATED INSIDE KAISER ALUMINUM PLANT, ON THE NORTH SIDE OF THE EAST
 BJ0518'WELL, 5 FT WEST OF A CHAIN LENGTH FENCE.
 BJ0518'GROUND. THE WELL CASING IS 2600 FT. DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0304 ***********************************************************************
 BK0304  DESIGNATION -  KAPLAN
 BK0304  PID         -  BK0304
 BK0304  STATE/COUNTY-  LA/VERMILION
 BK0304  USGS QUAD   -  KAPLAN NORTH (1983)
 BK0304
 BK0304                         *CURRENT SURVEY CONTROL
 BK0304  ___________________________________________________________________
 BK0304* NAD 83(1992)-  30 00 16.52708(N)    092 17 03.89987(W)     ADJUSTED  
 BK0304* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK0304  **This station is located in a subsidence area (see below).
 BK0304  ___________________________________________________________________
 BK0304  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BK0304  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BK0304  DYNAMIC HT  -           3.6   (meters)      12.    (feet)  COMP
 BK0304  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 BK0304
 BK0304  HORZ ORDER  -  FIRST
 BK0304  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0304
 BK0304.The horizontal coordinates were established by classical geodetic methods
 BK0304.and adjusted by the National Geodetic Survey in January 1993..
 BK0304
 BK0304 ** The orthometric height has not been validated since last determined
 BK0304 ** by differential leveling and should not be used for control purposes.
 BK0304 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0304 ** area with valid NAVD 88 orthometric heights.
 BK0304 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0304 ** epoch indicated which incorporates improved geoid heights for the
 BK0304 ** Southern Louisiana Subsidence area.
 BK0304 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0304.The orthometric height was scaled from a topographic map.
 BK0304.The vertical order pertains to the NGVD 29 superseded value.
 BK0304
 BK0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0304
 BK0304.The geoid height was determined by GEOID03.
 BK0304
 BK0304.The dynamic height is computed by dividing the NAVD 88
 BK0304.geopotential number by the normal gravity value computed on the
 BK0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0304.degrees latitude (g = 980.6199 gals.).
 BK0304
 BK0304.The modeled gravity was interpolated from observed gravity values.
 BK0304
 BK0304;                    North         East     Units Scale Factor Converg.
 BK0304;SPC LA S     -   167,156.065   908,245.602   MT  0.99992575   -0 28 32.0
 BK0304;SPC LA S     -   548,411.19  2,979,802.45   sFT  0.99992575   -0 28 32.0
 BK0304;UTM  15      - 3,319,509.578   569,014.087   MT  0.99965876   +0 21 28.3
 BK0304
 BK0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0304!SPC LA S     -   1.00000367  x   0.99992575  =   0.99992942
 BK0304!UTM  15      -   1.00000367  x   0.99965876  =   0.99966242
 BK0304
 BK0304:                Primary Azimuth Mark                     Grid Az
 BK0304:SPC LA S     -  ABBEVILLE POWER PLANT TANK               103 24 57.8
 BK0304:UTM  15      -  ABBEVILLE POWER PLANT TANK               102 34 57.5
 BK0304
 BK0304|---------------------------------------------------------------------|
 BK0304| PID    Reference Object                     Distance      Geod. Az  |
 BK0304|                                                           dddmmss.s |
 BK0304| AV0622 ABBEVILLE POWER PLANT TANK          APPROX.14.5 KM 1025625.8 |
 BK0304| AV0621 ABBEVILLE ST MARY MAGD CATH CH      APPROX.14.5 KM 1030732.3 |
 BK0304| BK2804 KAPLAN MUNICIPAL TANK               411.019 METERS 1723122.2 |
 BK0304| BK0305 KAPLAN RM 1                          96.792 METERS 20525     |
 BK0304| AV0666 KAPLAN RICE CO TANK                 APPROX. 1.1 KM 2214121.7 |
 BK0304| BK2805 KAPLAN RM 4                          90.525 METERS 24854     |
 BK0304| BK2893 GUEYDAN CATHOLIC CH STEEPLE         APPROX.21.4 KM 2764159.8 |
 BK0304| BK0306 KAPLAN RM 2                                        29304     |
 BK0304| BK0307 KAPLAN RM 3                          36.750 METERS 29328     |
 BK0304| BK2812 CROWLEY MUTUAL RICE CO TANK         APPROX.24.0 KM 3375053.0 |
 BK0304| BK2789 CROWLEY LOUISIANA RICE CO TANK      APPROX.24.0 KM 3385621.0 |
 BK0304| BK2782 CROWLEY STANDARD RICE CO TANK       APPROX.24.2 KM 3430537.3 |
 BK0304|---------------------------------------------------------------------|
 BK0304
 BK0304                          SUPERSEDED SURVEY CONTROL
 BK0304
 BK0304  NAD 83(1986)-  30 00 16.54699(N)    092 17 03.89397(W) AD(       ) 1
 BK0304  NAD 27      -  30 00 15.80504(N)    092 17 03.42936(W) AD(       ) 1
 BK0304  NGVD 29 (??/??/??)    3.593  (m)           11.79   (f) ADJUSTED    1 2
 BK0304
 BK0304.Superseded values are not recommended for survey control.
 BK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0304.See file dsdata.txt to determine how the superseded data were derived.
 BK0304
 BK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6901419510(NAD 83)
 BK0304_MARKER: DS = TRIANGULATION STATION DISK
 BK0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0304_STAMPING: KAPLAN 1931
 BK0304_MARK LOGO: CGS   
 BK0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0304+STABILITY: SURFACE MOTION
 BK0304
 BK0304  HISTORY     - Date     Condition        Report By
 BK0304  HISTORY     - 1931     MONUMENTED       CGS
 BK0304  HISTORY     - 1937     GOOD             LAGS
 BK0304  HISTORY     - 1948     GOOD             CGS
 BK0304  HISTORY     - 1965     GOOD             CGS
 BK0304  HISTORY     - 1965     GOOD             CGS
 BK0304  HISTORY     - 1974     GOOD             NGS
 BK0304  HISTORY     - 1974     GOOD             NGS
 BK0304  HISTORY     - 1982     GOOD             NGS
 BK0304  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BK0304
 BK0304                          STATION DESCRIPTION
 BK0304
 BK0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK0304'IN THE TOWN OF KAPLAN, WHICH IS ABOUT 9 MILES W OF ABBEVILLE
 BK0304'ON ROUTE 25, 0.3 MILE N OF CENTER OF TOWN 1/2 BLOCK W OF THE
 BK0304'MAIN STREET, AND ABOUT 1/4 MILE NE OF THE CATHOLIC CHURCH,
 BK0304'IN CENTER OF N SIDE OF THE GROUNDS OF NEW CONSOLIDATED SCHOOL,
 BK0304'429.7 FEET N OF NW CORNER OF MAIN SCHOOL BUILDING, 260 FEET
 BK0304'E OF FIRST STREET W OF SCHOOL, AND 59.5 FEET S OF CENTER LINE
 BK0304'OF FIRST STREET N OF SCHOOL (IN 1931 THIS STREET HAS NOT
 BK0304'BEEN RUN THROUGH TO THIS POINT).
 BK0304'
 BK0304'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK0304'DISKS SET IN CONCRETE.
 BK0304'
 BK0304'UPPER MARK IS FLUSH WITH SURFACE.
 BK0304'
 BK0304'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND IS 112.26 FEET
 BK0304'N OF NW CORNER OF MAIN SCHOOL BUILDING, 259 FEET E OF FIRST
 BK0304'STREET W OF SCHOOL, AND 317.45 FEET FROM STATION
 BK0304'S 25 DEG 26 MIN W.
 BK0304'
 BK0304'REFERENCE MARK NO. 2 PROJECTS 8 INCHES, AND IS 1,225 FEET W
 BK0304'AND 500 FEET N OF SCHOOL, 40 FEET SW OF A DWELLING, 125 FEET
 BK0304'W OF FIRST STREET W OF THE CATHOLIC CHURCH, 27 FEET N OF THE
 BK0304'CENTER LINE OF FIRST STREET N OF CHURCH, 0.7 FOOT S OF A
 BK0304'FENCE LINE AND 1,230 FEET FROM STATION N 66 DEG 56 MIN W.
 BK0304'
 BK0304'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION--
 BK0304'KAPLAN, KAPLAN RICE COMPANY, TANK, 1 MILE, S 41 DEG 42 MIN W.
 BK0304'KAPLAN MUNICIPAL TANK, APPROXIMATELY 1/4 MILE, S 07 DEG 29 MIN E.
 BK0304
 BK0304                          STATION RECOVERY (1937)
 BK0304
 BK0304'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK0304'STATION RECOVERED AS DESCRIBED.
 BK0304
 BK0304                          STATION RECOVERY (1948)
 BK0304
 BK0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 BK0304'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BK0304'MEASUREMENTS AND AZIMUTH TO R.M. 1 WERE CHECKED.  THE LINES
 BK0304'TO R.M. 2 AND KAPLAN MUNICIPAL TANK ARE OBSTRUCTED AND THEY
 BK0304'CANNOT BE SEEN FROM THE GROUND AT THE STATION.  A NEW REFERENCE
 BK0304'MARK, NO. 3, WAS SET.  A COMPLETE NEW DESCRIPTION OF THE STATION
 BK0304'FOLLOWS--
 BK0304'
 BK0304'STATION IS LOCATED IN THE TOWN OF KAPLAN, ABOUT 0.3 MILE
 BK0304'N OF THE CENTER OF TOWN, ONE BLOCK W OF CUSHING AVENUE, AT
 BK0304'THE CENTER OF THE N SIDE OF THE CONSOLIDATED SCHOOL GROUNDS,
 BK0304'429.7 FEET N OF THE NW CORNER OF THE MAIN SCHOOL BUILDING, 260
 BK0304'FEET E OF LE JEUNE AVENUE, AND 59.5 FEET S OF THE CENTER LINE
 BK0304'OF WEST EIGHTH STREET.
 BK0304'
 BK0304'STATION MARK, A BRONZE STATION DISK SET IN CONCRETE, IS STAMPED
 BK0304'KAPLAN 1931 AND PROJECTS 4 INCHES ABOVE GROUND.
 BK0304'
 BK0304'REFERENCE MARK 1 IS SSW OF THE STATION, 112.25 FEET N OF THE
 BK0304'NW CORNER OF THE MAIN SCHOOL BUILDING, 52.3 FEET E OF THE NE
 BK0304'CORNER OF THE GYMNASIUM, AND 259 FEET E OF LE JEUNE AVENUE.
 BK0304'IT IS A BRONZE REFERENCE DISK STAMPED KAPLAN NO 1 1931, PROJECTS
 BK0304'6 INCHES ABOVE GROUND, AND IS SET IN CONCRETE.
 BK0304'
 BK0304'REFERENCE MARK 2 IS 1,225 FEET W AND 500 FEET N OF THE SCHOOL,
 BK0304'116 FEET W OF THE CENTER LINE OF HEBERT AVENUE, 27 FEET N OF
 BK0304'THE CENTER LINE OF WEST EIGHTH STREET, AND 28.6 FEET FROM
 BK0304'SW CORNER OF A DWELLING AT THE SW CORNER OF A GARAGE.  IT IS
 BK0304'A BRONZE REFERENCE DISK STAMPED KAPLAN NO 2 1931, PROJECTS
 BK0304'8 INCHES ABOVE THE GROUND, AND IS SET IN CONCRETE.
 BK0304'
 BK0304'REFERENCE MARK 3 IS W OF THE STATION, 172 FEET E OF THE
 BK0304'CENTER LINE OF LE JEUNE AVENUE, AND 45 FEET S OF THE CENTER LINE
 BK0304'OF WEST EIGHTH STREET.  IT IS A BRONZE REFERENCE DISK STAMPED
 BK0304'KAPLAN NO 3 1948, PROJECTS 4 INCHES, AND IS SET IN CONCRETE.
 BK0304
 BK0304                          STATION RECOVERY (1965)
 BK0304
 BK0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BK0304'THE STATION MARK STAMPED, KAPLAN 1931, IS ABOUT 0.5 MILE
 BK0304'NORTH ALONG CUSHING AVENUE FROM THE SOUTHERN PACIFIC RAILROAD
 BK0304'STATION AT KAPLAN, THENCE 0.1 MILE WEST ALONG WEST 8TH STREET,
 BK0304'IN FRACTIONAL SECTION 17, T 12 S, R 2 E, ON THE NORTH EDGE
 BK0304'AND MIDWAY UP THE KAPLAN HIGH SCHOOL ATHLETIC FIELD, 246
 BK0304'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MAIN SCHOOL
 BK0304'BUILDING, 59 FEET SOUTH OF THE CENTER LINE OF WEST 8TH STREET,
 BK0304'34 FEET EAST OF THE CENTER ONE OF FIVE LIGHTPOLES ON THE NORTH
 BK0304'SIDE OF THE ATHLETIC FIELD, 11 FEET SOUTH OF A WOVEN-WIRE
 BK0304'FENCE AROUND THE FIELD, 294 FEET EAST OF THE CENTER LINE OF LE
 BK0304'JUENE AVENUE, ABOUT LEVEL WITH WEST 8TH STREET, AND SET IN
 BK0304'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK0304'
 BK0304'R.M. 1, STAMPED KAPLAN NO 1 1931, IS 317.5 FEET SOUTH-SOUTHWEST
 BK0304'OF THE CENTER OF THE DISK OF TRIANGULATION STATION KAPLAN
 BK0304'1931, 258 FEET EAST OF THE CENTER LINE OF LE JEUNE AVENUE, 35
 BK0304'FEET SOUTH OF THE EXTENDED CENTER LINE OF WEST 8TH STREET,
 BK0304'52 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE KAPLAN
 BK0304'HIGH SCHOOL GYMNASIUM, 57-1/2 FEET SOUTH OF THE FENCE AROUND
 BK0304'THE ATHLETIC FIELD, 42 FEET SOUTHWEST OF THE NORTHWEST CORNER
 BK0304'OF THE SCHOOL CAFETERIA, 32-1/2 FEET WEST-NORTHWEST OF THE
 BK0304'SOUTHWEST CORNER OF THE SCHOOL CAFETERIA, 29 FEET NORTHWEST
 BK0304'OF A 24-INCH OAK TREE, 33 FEET NORTHEAST OF THE CENTER LINE
 BK0304'OF THE PAVED DRIVEWAY AROUND THE GYMNASIUM, ABOUT LEVEL
 BK0304'WITH THE LEVEL OF THE DRIVEWAY, SET IN TOP OF A CONCRETE
 BK0304'POST SET FLUSH WITH THE GROUND.
 BK0304'
 BK0304'R.M. 2, STAMPED KAPLAN NO 2 1931, IS 116 FEET WEST OF THE CENTER
 BK0304'LINE OF NORTH HEBERT AVENUE, 26 FEET NORTH OF THE CENTER LINE
 BK0304'OF WEST 8TH STREET, 23 FEET WEST OF THE SOUTHWEST CORNER OF A
 BK0304'HOUSE BELONGING TO MRS. LOUISE GEORGE, ABOUT 1 FOOT ABOVE
 BK0304'THE LEVEL OF THE STREET, SET IN THE TOP OF A CONCRETE POST
 BK0304'PROJECTING 8 INCHES.
 BK0304'
 BK0304'R.M. 3, STAMPED KAPLAN NO 3 1931, IS 360 FEET NORTHWEST OF
 BK0304'THE NORTHWEST CORNER OF THE MAIN SCHOOL BUILDING AT KAPLAN
 BK0304'HIGH SCHOOL, 50 FEET SOUTH OF THE CENTER LINE OF WEST 8TH
 BK0304'STREET, 173 FEET EAST OF THE CENTER LINE OF LE JEUNE AVENUE,
 BK0304'5 FEET WEST OF THE SECOND FLOODLIGHT POLE FROM THE WEST END
 BK0304'OF THE ATHLETIC FIELD, 2-1/2 FEET SOUTH OF A FENCE AROUND
 BK0304'THE FIELD, 121 FEET WEST OF THE CENTER OF THE DISK OF
 BK0304'TRIANGULATION STATION KAPLAN 1931, ABOUT LEVEL WITH 8TH
 BK0304'STREET, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BK0304
 BK0304                          STATION RECOVERY (1965)
 BK0304
 BK0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BK0304'IN KAPLAN.
 BK0304'ABOUT 0.5 MILE NORTH ALONG CUSHING AVENUE FROM THE SOUTHERN PACIFIC
 BK0304'RAILROAD STATION AT KAPLAN, THENCE 0.1 MILE WEST ALONG WEST 8TH
 BK0304'STREET, IN FRACTIONAL SECTION 17, T 12 S, R 2 E, ON THE NORTH EDGE AND
 BK0304'MIDWAY UP THE KAPLAN HIGH SCHOOL ATHLETIC FIELD, 246 FEET NORTHWEST OF
 BK0304'THE NORTHWEST CORNER OF THE MAIN SCHOOL BUILDING, 59 FEET SOUTH OF THE
 BK0304'CENTER LINE OF WEST 8TH STREET, 34 FEET EAST OF THE CENTER FLOODLIGHT
 BK0304'POLE ON THE NORTH SIDE OF THE ATHLETIC FIELD, 11 FEET SOUTH OF A
 BK0304'WOVEN-WIRE FENCE AROUND THE FIELD, 294 FEET EAST OF THE CENTER LINE OF
 BK0304'LEJEUNE AVENUE, ABOUT LEVEL WITH WEST 8TH STREET, AND SET IN THE TOP
 BK0304'OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK0304
 BK0304                          STATION RECOVERY (1974)
 BK0304
 BK0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK0304'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 BK0304'AND FOUND IN GOOD CONDITION.  DUE TO THE LOCATION OF THE STATION,
 BK0304'REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 BK0304'REFERENCE MARK 2 IS BLOCKED SO DISTANCE AND DIRECTION COULD
 BK0304'NOT BE OBTAINED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 BK0304'TO BE 0.11 FOOT OR 0.034 METER LONGER THAN THE PREVIOUS
 BK0304'MEASUREMENT.  THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO
 BK0304'BE 0.07 FOOT OR 0.021 METER LONGER THAN THE PREVIOUS
 BK0304'MEASUREMENT.  THE ANGLE BETWEEN REFERENCE MARKS 1 AND 3 WAS FOUND
 BK0304'TO BE 01 MINUTE AND 8 SECONDS GREATER THAN THE PREVIOUS
 BK0304'OBSERVED ANGLE.
 BK0304'
 BK0304'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK0304'
 BK0304'THE STATION IS LOCATED IN KAPLAN, IN THE NORTHWEST CORNER
 BK0304'OF THE KAPLAN HIGH SCHOOL GROUNDS AND ON PROPERTY OWNED BY
 BK0304'THE HIGH SCHOOL.
 BK0304'
 BK0304'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35 AND
 BK0304'14 IN KAPLAN, GO NORTH ON HIGHWAY 35 FOR 0.4 MILE TO THE STATION
 BK0304'ON THE LEFT AS DESCRIBED.
 BK0304'
 BK0304'STATION MARK, STAMPED KAPLAN 1931 IS A STANDARD DISK SET IN
 BK0304'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 60
 BK0304'FEET SOUTH OF THE CENTER OF W 8TH ST, 45 FEET WEST OF A FLOODLIGHT
 BK0304'POLE, 35 FEET EAST OF A FLOODLIGHT POLE AND 11 FEET SOUTH OF
 BK0304'A CHAIN LINK FENCE.
 BK0304'
 BK0304'REFERENCE MARK 1, STAMPED KAPLAN NO 1 1931 IS A STANDARD
 BK0304'DISK SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BK0304'GROUND.  IT IS 57.5 FEET SOUTH OF A CHAIN LINK FENCE, 52 FEET
 BK0304'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL GYMNASIUM,
 BK0304'32.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL STUCCO
 BK0304'BUILDING AND 28 FEET NORTHWEST OF A 36-INCH TREE.
 BK0304'
 BK0304'REFERENCE MARK 2, STAMPED KAPLAN NO 2 1931 IS A STANDARD DISK
 BK0304'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 10 INCHES.  IT
 BK0304'IS 116 FEET WEST OF THE CENTER OF N HEBERT ST, 27 FEET NORTH
 BK0304'OF THE CENTER OF W 8TH ST, 23 FEET WEST OF THE SOUTHWEST CORNER
 BK0304'OF A SMALL WOODEN HOUSE AND 7 FEET SOUTH OF A CHAIN LINK
 BK0304'FENCE.
 BK0304'
 BK0304'REFERENCE MARK 3, STAMPED KAPLAN NO 3 1931 IS A STANDARD DISK
 BK0304'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 BK0304'IS 71.5 FEET EAST OF A FLOODLIGHT POLE, 45 FEET SOUTH OF THE
 BK0304'CENTER OF W 8TH ST, 5 FEET WEST OF A FLOODLIGHT POLE AND 2.5
 BK0304'FEET SOUTH OF A CHAIN LINK FENCE.
 BK0304'
 BK0304'REFERENCE MARK 4, STAMPED KAPLAN 1931 NO 4 1974 IS A STANDARD
 BK0304'DISK SET IN A ROUND CONCRETE MONUMENT 3 INCHES BELOW THE GROUND.
 BK0304'AN UNDERGROUND DISK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 BK0304'ABOUT 42 INCHES BELOW THE GROUND.  IT IS 85 FEET SOUTH OF THE
 BK0304'CENTER OF TWO GOAL POSTS, 64 FEET NORTH OF A CHAIN LINK
 BK0304'FENCE, 58 FEET NORTHWEST OF A FLOODLIGHT POLE AND 20 FEET
 BK0304'EAST OF A CHAIN LINK FENCE.
 BK0304'
 BK0304'NOTE--THE MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 3 WAS MADE
 BK0304'AROUND OBSTACLES.
 BK0304'
 BK0304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 BK0304'IN KAPLAN.
 BK0304'
 BK0304'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BK0304
 BK0304                          STATION RECOVERY (1974)
 BK0304
 BK0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0304'RECOVERED IN GOOD CONDITION.
 BK0304
 BK0304                          STATION RECOVERY (1982)
 BK0304
 BK0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0304'RECOVERED IN GOOD CONDITION, CHANGE THE TO REACH TO READ--0.8 KM
 BK0304'(0.5 MILE) NORTH ALONG STATE HIGHWAY 35 (CUSHING AVENUE) FROM THE
 BK0304'INTERSECTION OF STATE HIGHWAY 14 IN KAPLAN, THENCE 0.2 KILOMETER (0.1
 BK0304'MILE) WEST ALONG 8TH STREET TO THE MARK ON THE RIGHT.
 BK0304
 BK0304                          STATION RECOVERY (1991)
 BK0304
 BK0304'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2806 ***********************************************************************
 BK2806  DESIGNATION -  KAPLAN CABLE TV MAST
 BK2806  PID         -  BK2806
 BK2806  STATE/COUNTY-  LA/VERMILION
 BK2806  USGS QUAD   -  KAPLAN NORTH (1983)
 BK2806
 BK2806                         *CURRENT SURVEY CONTROL
 BK2806  ___________________________________________________________________
 BK2806* NAD 83(1992)-  30 01 39.68808(N)    092 17 17.61786(W)     ADJUSTED  
 BK2806* NAVD 88     -                                                        
 BK2806  **This station is located in a subsidence area (see below).
 BK2806  ___________________________________________________________________
 BK2806  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BK2806  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK2806
 BK2806  HORZ ORDER  -  THIRD
 BK2806
 BK2806.The horizontal coordinates were established by classical geodetic methods
 BK2806.and adjusted by the National Geodetic Survey in January 1993..
 BK2806
 BK2806 ** The orthometric height has not been validated since last determined
 BK2806 ** by differential leveling and should not be used for control purposes.
 BK2806 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2806 ** area with valid NAVD 88 orthometric heights.
 BK2806 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2806 ** epoch indicated which incorporates improved geoid heights for the
 BK2806 ** Southern Louisiana Subsidence area.
 BK2806 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2806
 BK2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2806
 BK2806.The geoid height was determined by GEOID03.
 BK2806
 BK2806;                    North         East     Units Scale Factor Converg.
 BK2806;SPC LA S     -   169,719.571   907,899.330   MT  0.99992585   -0 28 38.9
 BK2806;SPC LA S     -   556,821.63  2,978,666.39   sFT  0.99992585   -0 28 38.9
 BK2806;UTM  15      - 3,322,067.092   568,630.662   MT  0.99965811   +0 21 22.3
 BK2806
 BK2806                          SUPERSEDED SURVEY CONTROL
 BK2806
 BK2806  NAD 83(1986)-  30 01 39.70791(N)    092 17 17.61157(W) AD(       ) 4
 BK2806  NAD 27      -  30 01 38.96912(N)    092 17 17.14760(W) AD(       ) 3
 BK2806
 BK2806.Superseded values are not recommended for survey control.
 BK2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2806.See file dsdata.txt to determine how the superseded data were derived.
 BK2806
 BK2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6863122067(NAD 83)
 BK2806_MARKER: 42 = RADIO/TV MAST
 BK2806
 BK2806  HISTORY     - Date     Condition        Report By
 BK2806  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2806  HISTORY     - 19910907 MARK NOT FOUND   USPSQD
 BK2806  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 BK2806  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 BK2806  HISTORY     - 20050601 MARK NOT FOUND   USPSQD
 BK2806
 BK2806                          STATION DESCRIPTION
 BK2806
 BK2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2806'THE STATION IS THE TOP CENTER OF THE KAPLAN CABLE TELEVISION, LOCATED
 BK2806'ABOUT 3 MILES NORTH OF KAPLAN AND OWNED BY THE CONTINENTAL CABLE
 BK2806'COMPANY OF LAFAYETTE, LOUISIANA.  THE MAST IS A TRIANGULAR SHAPED
 BK2806'STEEL STRUCTURE, GUYED, PAINTED IN ALTERNATE SECTIONS OF RED AND
 BK2806'WHITE, HAS A GROUP OF TELEVISION ANTENNAS NEAR THE TOP AND THE
 BK2806'OVER-ALL HEIGHT IS 400 FEET.
 BK2806'
 BK2806'TO REACH THE STATION FROM THE CITY HALL IN KAPLAN, GO NORTH ON STATE
 BK2806'HIGHWAY 35 FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 BK2806'W. NINTH STREET FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 BK2806'GO NORTH ON N. IRVING STREET FOR 2.1 MILES TO A T-ROAD.  TURN LEFT
 BK2806'AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO A TRACK ROAD ON THE
 BK2806'RIGHT.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.4 MILE TO
 BK2806'THE MAST.
 BK2806
 BK2806                          STATION RECOVERY (1991)
 BK2806
 BK2806'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2806'MARK NOT FOUND.
 BK2806
 BK2806                          STATION RECOVERY (1995)
 BK2806
 BK2806'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2806'MARK NOT FOUND.
 BK2806
 BK2806                          STATION RECOVERY (2004)
 BK2806
 BK2806'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2806'MARK NOT FOUND.
 BK2806
 BK2806                          STATION RECOVERY (2005)
 BK2806
 BK2806'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 BK2806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0672 ***********************************************************************
 AV0672  DESIGNATION -  KAPLAN LIBERTY RICE TANK
 AV0672  PID         -  AV0672
 AV0672  STATE/COUNTY-  LA/VERMILION
 AV0672  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0672
 AV0672                         *CURRENT SURVEY CONTROL
 AV0672  ___________________________________________________________________
 AV0672* NAD 83(1992)-  29 59 50.21893(N)    092 17 17.03912(W)     ADJUSTED  
 AV0672* NAVD 88     -                                                        
 AV0672  **This station is located in a subsidence area (see below).
 AV0672  ___________________________________________________________________
 AV0672  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0672  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0672
 AV0672  HORZ ORDER  -  THIRD
 AV0672
 AV0672.The horizontal coordinates were established by classical geodetic methods
 AV0672.and adjusted by the National Geodetic Survey in January 1993..
 AV0672
 AV0672 ** The orthometric height has not been validated since last determined
 AV0672 ** by differential leveling and should not be used for control purposes.
 AV0672 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0672 ** area with valid NAVD 88 orthometric heights.
 AV0672 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0672 ** epoch indicated which incorporates improved geoid heights for the
 AV0672 ** Southern Louisiana Subsidence area.
 AV0672 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0672
 AV0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0672
 AV0672.The geoid height was determined by GEOID03.
 AV0672
 AV0672;                    North         East     Units Scale Factor Converg.
 AV0672;SPC LA S     -   166,348.991   907,886.752   MT  0.99992575   -0 28 38.6
 AV0672;SPC LA S     -   545,763.31  2,978,625.12   sFT  0.99992575   -0 28 38.6
 AV0672;UTM  15      - 3,318,697.588   568,667.107   MT  0.99965817   +0 21 21.4
 AV0672
 AV0672                          SUPERSEDED SURVEY CONTROL
 AV0672
 AV0672  NAD 83(1986)-  29 59 50.23881(N)    092 17 17.03295(W) AD(       ) 4
 AV0672  NAD 27      -  29 59 49.49585(N)    092 17 16.56799(W) AD(       ) 3
 AV0672
 AV0672.Superseded values are not recommended for survey control.
 AV0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0672.See file dsdata.txt to determine how the superseded data were derived.
 AV0672
 AV0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6866718698(NAD 83)
 AV0672
 AV0672  HISTORY     - Date     Condition        Report By
 AV0672  HISTORY     - UNK      MONUMENTED
 AV0672  HISTORY     - 1974     GOOD             NGS
 AV0672  HISTORY     - 19910907 GOOD             USPSQD
 AV0672  HISTORY     - 19950913 GOOD             USPSQD
 AV0672
 AV0672                          STATION DESCRIPTION
 AV0672
 AV0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0672'THE STATION IS THE CENTER OF THE VENT ATOP THE KAPLAN LIBERTY RICE
 AV0672'MILL INCORPORATED WATER TANK, LOCATED AT THE LIBERTY RICE MILL IN
 AV0672'KAPLAN AND OWNED BY LIBERTY RICE MILL INCORPORATED.  THE TANK IS A
 AV0672'CYLINDRICAL STEEL STRUCTURE WITH CONICAL ROOF, SILVER IN COLOR,
 AV0672'SUPPORTED BY 4 LACED COLUMN LEGS AND HAS AN OVER-ALL HEIGHT OF
 AV0672'140 FEET.
 AV0672'
 AV0672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35
 AV0672'IN KAPLAN, GO SOUTH ON STATE HIGHWAY 35 FOR 0.1 MILE TO A CROSSROAD.
 AV0672'TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.1 MILE TO THE TANK ON
 AV0672'THE RIGHT.
 AV0672
 AV0672                          STATION RECOVERY (1991)
 AV0672
 AV0672'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0672'RECOVERED IN GOOD CONDITION.
 AV0672
 AV0672                          STATION RECOVERY (1995)
 AV0672
 AV0672'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2804 ***********************************************************************
 BK2804  DESIGNATION -  KAPLAN MUNICIPAL TANK
 BK2804  PID         -  BK2804
 BK2804  STATE/COUNTY-  LA/VERMILION
 BK2804  USGS QUAD   -  KAPLAN NORTH (1983)
 BK2804
 BK2804                         *CURRENT SURVEY CONTROL
 BK2804  ___________________________________________________________________
 BK2804* NAD 83(1992)-  30 00 03.29249(N)    092 17 01.90422(W)     ADJUSTED  
 BK2804* NAVD 88     -                                                        
 BK2804  **This station is located in a subsidence area (see below).
 BK2804  ___________________________________________________________________
 BK2804  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BK2804  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BK2804
 BK2804  HORZ ORDER  -  THIRD
 BK2804
 BK2804.The horizontal coordinates were established by classical geodetic methods
 BK2804.and adjusted by the National Geodetic Survey in January 1993..
 BK2804
 BK2804 ** The orthometric height has not been validated since last determined
 BK2804 ** by differential leveling and should not be used for control purposes.
 BK2804 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2804 ** area with valid NAVD 88 orthometric heights.
 BK2804 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2804 ** epoch indicated which incorporates improved geoid heights for the
 BK2804 ** Southern Louisiana Subsidence area.
 BK2804 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2804
 BK2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2804
 BK2804.The geoid height was determined by GEOID03.
 BK2804
 BK2804;                    North         East     Units Scale Factor Converg.
 BK2804;SPC LA S     -   166,748.141   908,295.700   MT  0.99992574   -0 28 31.0
 BK2804;SPC LA S     -   547,072.86  2,979,966.81   sFT  0.99992574   -0 28 31.0
 BK2804;UTM  15      - 3,319,102.535   569,070.098   MT  0.99965886   +0 21 29.1
 BK2804
 BK2804                          SUPERSEDED SURVEY CONTROL
 BK2804
 BK2804  NAD 83(1986)-  30 00 03.31251(N)    092 17 01.89836(W) AD(       ) 4
 BK2804  NAD 27      -  30 00 02.57026(N)    092 17 01.43322(W) AD(       ) 3
 BK2804
 BK2804.Superseded values are not recommended for survey control.
 BK2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2804.See file dsdata.txt to determine how the superseded data were derived.
 BK2804
 BK2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6907019103(NAD 83)
 BK2804_MARKER: 53 = ELEVATED TANK
 BK2804
 BK2804  HISTORY     - Date     Condition        Report By
 BK2804  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2804  HISTORY     - 1948     GOOD             CGS
 BK2804
 BK2804                          STATION DESCRIPTION
 BK2804
 BK2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 BK2804'THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION.
 BK2804'
 BK2804'AT KAPLAN, 3 BLOCKS NORTH OF STATE HIGHWAY 25 (MAIN EAST-WEST
 BK2804'STREET THROUGH TOWN), BEHIND THE CITY HALL, ABOUT 100 FEET
 BK2804'EAST OF THE CENTER LINE OF CUSHING AVE. (MAIN STREET OF TOWN)
 BK2804'AND 50 FEET NORTH OF THE CENTER LINE OF E. FOURTH ST.  A
 BK2804'CONVENTIONAL ELEVATED TANK SUPPORTED BY FOUR LEGS, WITH
 BK2804'A CONICAL TOP AND A BALL AT THE TIP, ABOUT 115 FEET HIGH
 BK2804'AND PAINTED SILVER.  THE TANK WAS ERECTED IN 1919.
 BK2804'
 BK2804'THERE ARE THREE OTHER SIMILAR SHAPED TANKS (ONE SILVER AND
 BK2804'TWO BLACK) IN KAPLAN.  THIS TANK IS THE NORTHERNMOST ONE
 BK2804'OF THE FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2809 ***********************************************************************
 BK2809  DESIGNATION -  KAPLAN MUNICIPAL TANK 1974
 BK2809  PID         -  BK2809
 BK2809  STATE/COUNTY-  LA/VERMILION
 BK2809  USGS QUAD   -  KAPLAN NORTH (1983)
 BK2809
 BK2809                         *CURRENT SURVEY CONTROL
 BK2809  ___________________________________________________________________
 BK2809* NAD 83(1992)-  30 00 22.76914(N)    092 17 54.79795(W)     ADJUSTED  
 BK2809* NAVD 88     -                                                        
 BK2809  **This station is located in a subsidence area (see below).
 BK2809  ___________________________________________________________________
 BK2809  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BK2809  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BK2809
 BK2809  HORZ ORDER  -  THIRD
 BK2809
 BK2809.The horizontal coordinates were established by classical geodetic methods
 BK2809.and adjusted by the National Geodetic Survey in January 1993..
 BK2809
 BK2809 ** The orthometric height has not been validated since last determined
 BK2809 ** by differential leveling and should not be used for control purposes.
 BK2809 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2809 ** area with valid NAVD 88 orthometric heights.
 BK2809 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2809 ** epoch indicated which incorporates improved geoid heights for the
 BK2809 ** Southern Louisiana Subsidence area.
 BK2809 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2809
 BK2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2809
 BK2809.The geoid height was determined by GEOID03.
 BK2809
 BK2809;                    North         East     Units Scale Factor Converg.
 BK2809;SPC LA S     -   167,359.656   906,883.275   MT  0.99992575   -0 28 57.4
 BK2809;SPC LA S     -   549,079.14  2,975,332.88   sFT  0.99992575   -0 28 57.4
 BK2809;UTM  15      - 3,319,693.283   567,649.309   MT  0.99965646   +0 21 02.9
 BK2809
 BK2809                          SUPERSEDED SURVEY CONTROL
 BK2809
 BK2809  NAD 83(1986)-  30 00 22.78899(N)    092 17 54.79185(W) AD(       ) 4
 BK2809  NAD 27      -  30 00 22.04755(N)    092 17 54.32619(W) AD(       ) 3
 BK2809
 BK2809.Superseded values are not recommended for survey control.
 BK2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2809.See file dsdata.txt to determine how the superseded data were derived.
 BK2809
 BK2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6764919693(NAD 83)
 BK2809_MARKER: 53 = ELEVATED TANK
 BK2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2809+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 BK2809
 BK2809  HISTORY     - Date     Condition        Report By
 BK2809  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2809  HISTORY     - 19910907 GOOD             USPSQD
 BK2809  HISTORY     - 19950913 GOOD             USPSQD
 BK2809  HISTORY     - 20040203 GOOD             USPSQD
 BK2809  HISTORY     - 20050601 GOOD             USPSQD
 BK2809
 BK2809                          STATION DESCRIPTION
 BK2809
 BK2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2809'THE STATION IS THE CENTER OF THE VENT ATOP THE KAPLAN MUNICIPAL WATER
 BK2809'TANK.  IT IS LOCATED IN THE WEST EDGE OF KAPLAN, IN THE NORTHEAST
 BK2809'ANGLE OF THE INTERSECTION OF N. ELEAZAR AND W. FIFTH STREETS, 98
 BK2809'FEET NORTH OF THE CENTER OF W. FIFTH STREET, 193 FEET EAST OF THE
 BK2809'CENTER OF N. ELEAZAR STREET AND OWNED BY THE CITY OF KAPLAN.  THE
 BK2809'TANK IS AN OVAL SHAPED STEEL STRUCTURE, GREEN IN COLOR, SUPPORTED
 BK2809'BY 6 TUBULAR LEGS, HAS THE LEGEND KAPLAN IN BLACK ON THE EAST
 BK2809'AND WEST SIDES AND HAS AN OVER-ALL HEIGHT OF 175 FEET.
 BK2809
 BK2809                          STATION RECOVERY (1991)
 BK2809
 BK2809'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2809'RECOVERED IN GOOD CONDITION.
 BK2809
 BK2809                          STATION RECOVERY (1995)
 BK2809
 BK2809'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2809'RECOVERED IN GOOD CONDITION.
 BK2809
 BK2809                          STATION RECOVERY (2004)
 BK2809
 BK2809'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2809'RECOVERED IN GOOD CONDITION.
 BK2809
 BK2809                          STATION RECOVERY (2005)
 BK2809
 BK2809'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 BK2809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0666 ***********************************************************************
 AV0666  DESIGNATION -  KAPLAN RICE CO TANK
 AV0666  PID         -  AV0666
 AV0666  STATE/COUNTY-  LA/VERMILION
 AV0666  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0666
 AV0666                         *CURRENT SURVEY CONTROL
 AV0666  ___________________________________________________________________
 AV0666* NAD 83(1992)-  29 59 50.96476(N)    092 17 30.05497(W)     ADJUSTED  
 AV0666* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0666  **This station is located in a subsidence area (see below).
 AV0666  ___________________________________________________________________
 AV0666  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0666  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0666
 AV0666  HORZ ORDER  -  THIRD
 AV0666
 AV0666.The horizontal coordinates were established by classical geodetic methods
 AV0666.and adjusted by the National Geodetic Survey in January 1993..
 AV0666
 AV0666 ** The orthometric height has not been validated since last determined
 AV0666 ** by differential leveling and should not be used for control purposes.
 AV0666 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0666 ** area with valid NAVD 88 orthometric heights.
 AV0666 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0666 ** epoch indicated which incorporates improved geoid heights for the
 AV0666 ** Southern Louisiana Subsidence area.
 AV0666 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0666.The orthometric height was scaled from a topographic map.
 AV0666
 AV0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0666
 AV0666.The geoid height was determined by GEOID03.
 AV0666
 AV0666;                    North         East     Units Scale Factor Converg.
 AV0666;SPC LA S     -   166,374.866   907,538.126   MT  0.99992575   -0 28 45.1
 AV0666;SPC LA S     -   545,848.21  2,977,481.34   sFT  0.99992575   -0 28 45.1
 AV0666;UTM  15      - 3,318,718.384   568,318.234   MT  0.99965758   +0 21 14.9
 AV0666
 AV0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0666!SPC LA S     -   1.00000407  x   0.99992575  =   0.99992982
 AV0666!UTM  15      -   1.00000407  x   0.99965758  =   0.99966165
 AV0666
 AV0666:                Primary Azimuth Mark                     Grid Az
 AV0666:SPC LA S     -  ABBEVILLE PLANTERS RICE CO TK            102 07 18.4
 AV0666:UTM  15      -  ABBEVILLE PLANTERS RICE CO TK            101 17 18.4
 AV0666
 AV0666|---------------------------------------------------------------------|
 AV0666| PID    Reference Object                     Distance      Geod. Az  |
 AV0666|                                                           dddmmss.s |
 AV0666| AV0620 ABBEVILLE PLANTERS RICE CO TK       APPROX.15.1 KM 1013833.3 |
 AV0666|---------------------------------------------------------------------|
 AV0666
 AV0666                          SUPERSEDED SURVEY CONTROL
 AV0666
 AV0666  NAD 83(1986)-  29 59 50.98465(N)    092 17 30.04896(W) AD(       ) 3
 AV0666  NAD 27      -  29 59 50.24186(N)    092 17 29.58401(W) AD(       ) 3
 AV0666
 AV0666.Superseded values are not recommended for survey control.
 AV0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0666.See file dsdata.txt to determine how the superseded data were derived.
 AV0666
 AV0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6831818718(NAD 83)
 AV0666_MARKER: 53 = ELEVATED TANK
 AV0666
 AV0666  HISTORY     - Date     Condition        Report By
 AV0666  HISTORY     - 1931     FIRST OBSERVED   CGS
 AV0666  HISTORY     - 1948     GOOD             CGS
 AV0666  HISTORY     - 1974     GOOD             NGS
 AV0666  HISTORY     - 19910907 GOOD             USPSQD
 AV0666  HISTORY     - 19950913 GOOD             USPSQD
 AV0666
 AV0666                          STATION DESCRIPTION
 AV0666
 AV0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0666'STATION IS LOCATED IN THE SW PART OF KAPLAN, FIVE BLOCKS
 AV0666'W OF CUSHING AVENUE (MAIN STREET OF TOWN), ABOUT 650 FEET
 AV0666'S OF THE SOUTHERN PACIFIC RAILROAD TRACK, ABOUT ON THE EXTENSION
 AV0666'OF THE E SIDE OF BOUDREAUX STREET, ON THE S SIDE OF THE W OF
 AV0666'A GROUP OF WAREHOUSES S OF THE RAILROAD, AND AT THE KAPLAN
 AV0666'RICE MILL, INC.  THE TANK IS A CONVENTIONAL ELEVATED TANK
 AV0666'SUPPORTED BY FOUR LEGS, WITH A CONICAL TOP AND A BALL AT
 AV0666'THE TIP, ABOUT 125 FEET HIGH, AND PAINTED BLACK.  THE TANK
 AV0666'WAS ERECTED IN 1928.  THERE ARE THREE OTHER SIMILAR SHAPED
 AV0666'TANKS (TWO SILVER AND ONE BLACK) IN KAPLAN.  THIS TANK IS
 AV0666'THE MOST W ONE OF THE FOUR.
 AV0666
 AV0666                          STATION RECOVERY (1974)
 AV0666
 AV0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0666'KAPLAN RICE MILL INCORPORATED WATER TANK WAS RECOVERED AS
 AV0666'DESCRIBED IN 1948.
 AV0666
 AV0666                          STATION RECOVERY (1991)
 AV0666
 AV0666'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0666'RECOVERED IN GOOD CONDITION.
 AV0666
 AV0666                          STATION RECOVERY (1995)
 AV0666
 AV0666'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0673 ***********************************************************************
 AV0673  DESIGNATION -  KAPLAN RICE MILL STACK
 AV0673  PID         -  AV0673
 AV0673  STATE/COUNTY-  LA/VERMILION
 AV0673  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0673
 AV0673                         *CURRENT SURVEY CONTROL
 AV0673  ___________________________________________________________________
 AV0673* NAD 83(1992)-  29 59 50.97978(N)    092 17 28.09550(W)     ADJUSTED  
 AV0673* NAVD 88     -                                                        
 AV0673  **This station is located in a subsidence area (see below).
 AV0673  ___________________________________________________________________
 AV0673  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0673  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0673
 AV0673  HORZ ORDER  -  THIRD
 AV0673
 AV0673.The horizontal coordinates were established by classical geodetic methods
 AV0673.and adjusted by the National Geodetic Survey in January 1993..
 AV0673
 AV0673 ** The orthometric height has not been validated since last determined
 AV0673 ** by differential leveling and should not be used for control purposes.
 AV0673 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0673 ** area with valid NAVD 88 orthometric heights.
 AV0673 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0673 ** epoch indicated which incorporates improved geoid heights for the
 AV0673 ** Southern Louisiana Subsidence area.
 AV0673 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0673
 AV0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0673
 AV0673.The geoid height was determined by GEOID03.
 AV0673
 AV0673;                    North         East     Units Scale Factor Converg.
 AV0673;SPC LA S     -   166,374.890   907,590.642   MT  0.99992575   -0 28 44.1
 AV0673;SPC LA S     -   545,848.28  2,977,653.63   sFT  0.99992575   -0 28 44.1
 AV0673;UTM  15      - 3,318,719.171   568,370.730   MT  0.99965767   +0 21 15.9
 AV0673
 AV0673                          SUPERSEDED SURVEY CONTROL
 AV0673
 AV0673  NAD 83(1986)-  29 59 50.99969(N)    092 17 28.08937(W) AD(       ) 4
 AV0673  NAD 27      -  29 59 50.25678(N)    092 17 27.62385(W) AD(       ) 3
 AV0673
 AV0673.Superseded values are not recommended for survey control.
 AV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0673.See file dsdata.txt to determine how the superseded data were derived.
 AV0673
 AV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6837118719(NAD 83)
 AV0673
 AV0673  HISTORY     - Date     Condition        Report By
 AV0673  HISTORY     - UNK      MONUMENTED
 AV0673  HISTORY     - 1974     GOOD             NGS
 AV0673  HISTORY     - 19910907 GOOD             USPSQD
 AV0673  HISTORY     - 19950913 GOOD             USPSQD
 AV0673
 AV0673                          STATION DESCRIPTION
 AV0673
 AV0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0673'THE STATION IS THE TOP CENTER OF THE KAPLAN RICE MILL INCORPORATED
 AV0673'STACK, LOCATED IN THE SOUTHWEST EDGE OF KAPLAN AT THE KAPLAN RICE
 AV0673'MILL.  THE STACK IS A RED BRICK STRUCTURE WITH TWO LIGHTNING RODS
 AV0673'ON THE TOP AND HAS AN OVER-ALL HEIGHT OF 100 FEET.
 AV0673'
 AV0673'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35
 AV0673'IN KAPLAN, GO SOUTH ON STATE HIGHWAY 35 FOR 0.1 MILE TO A CROSSROAD.
 AV0673'TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.2 MILE TO THE STACK
 AV0673'ON THE LEFT.
 AV0673
 AV0673                          STATION RECOVERY (1991)
 AV0673
 AV0673'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0673'RECOVERED IN GOOD CONDITION.
 AV0673
 AV0673                          STATION RECOVERY (1995)
 AV0673
 AV0673'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2805 ***********************************************************************
 BK2805  DESIGNATION -  KAPLAN RM 4
 BK2805  PID         -  BK2805
 BK2805  STATE/COUNTY-  LA/VERMILION
 BK2805  USGS QUAD   -  KAPLAN NORTH (1983)
 BK2805
 BK2805                         *CURRENT SURVEY CONTROL
 BK2805  ___________________________________________________________________
 BK2805* NAD 83(1992)-  30 00 15.46884(N)    092 17 07.05118(W)     ADJUSTED  
 BK2805* NAVD 88     -         3.71   (+/-2cm)      12.2  **(feet)  VERTCON   
 BK2805  **This station is located in a subsidence area (see below).
 BK2805  ___________________________________________________________________
 BK2805  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BK2805  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BK2805
 BK2805  HORZ ORDER  -  FIRST
 BK2805  VERT ORDER  -  THIRD ? (See Below)
 BK2805
 BK2805.The horizontal coordinates were established by classical geodetic methods
 BK2805.and adjusted by the National Geodetic Survey in January 1993..
 BK2805
 BK2805 ** The orthometric height has not been validated since last determined
 BK2805 ** by differential leveling and should not be used for control purposes.
 BK2805 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2805 ** area with valid NAVD 88 orthometric heights.
 BK2805 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2805 ** epoch indicated which incorporates improved geoid heights for the
 BK2805 ** Southern Louisiana Subsidence area.
 BK2805 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2805.The vertical order pertains to the NGVD 29 superseded value.
 BK2805
 BK2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2805
 BK2805.The geoid height was determined by GEOID03.
 BK2805
 BK2805;                    North         East     Units Scale Factor Converg.
 BK2805;SPC LA S     -   167,124.184   908,160.883   MT  0.99992575   -0 28 33.6
 BK2805;SPC LA S     -   548,306.59  2,979,524.50   sFT  0.99992575   -0 28 33.6
 BK2805;UTM  15      - 3,319,476.477   568,929.864   MT  0.99965862   +0 21 26.7
 BK2805
 BK2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2805!SPC LA S     -   1.00000365  x   0.99992575  =   0.99992940
 BK2805!UTM  15      -   1.00000365  x   0.99965862  =   0.99966227
 BK2805
 BK2805|---------------------------------------------------------------------|
 BK2805| PID    Reference Object                     Distance      Geod. Az  |
 BK2805|                                                           dddmmss.s |
 BK2805| BK0307 KAPLAN RM 3                          69.339 METERS 04704     |
 BK2805| BK0304 KAPLAN                               90.525 METERS 06854     |
 BK2805| AV0590 ABBEVILLE                           APPROX.16.1 KM 1014750.3 |
 BK2805| AV0604 ABBEVILLE MUNICIPAL TANK            APPROX.16.1 KM 1021613.0 |
 BK2805| AV0621 ABBEVILLE ST MARY MAGD CATH CH      APPROX.14.6 KM 1025531.7 |
 BK2805| BK0305 KAPLAN RM 1                          69.595 METERS 14158     |
 BK2805| AV0672 KAPLAN LIBERTY RICE TANK            APPROX. 0.8 KM 1985956.8 |
 BK2805| AV0673 KAPLAN RICE MILL STACK              APPROX. 0.9 KM 2164747.5 |
 BK2805| BK2809 KAPLAN MUNICIPAL TANK 1974          APPROX. 1.3 KM 2795800.7 |
 BK2805| BK2810 KAPLAN TV STA KATC MAST             APPROX. 9.4 KM 2981133.2 |
 BK2805| BK2806 KAPLAN CABLE TV MAST                APPROX. 2.6 KM 3534609.8 |
 BK2805|---------------------------------------------------------------------|
 BK2805
 BK2805                          SUPERSEDED SURVEY CONTROL
 BK2805
 BK2805  NAD 83(1986)-  30 00 15.48884(N)    092 17 07.04494(W) AD(       ) 1
 BK2805  NAD 27      -  30 00 14.74674(N)    092 17 06.58057(W) AD(       ) 1
 BK2805  NGVD 29 (07/19/86)    3.71   (m)           12.2    (f) LEVELING    3  
 BK2805
 BK2805.Superseded values are not recommended for survey control.
 BK2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2805.See file dsdata.txt to determine how the superseded data were derived.
 BK2805
 BK2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6893019476(NAD 83)
 BK2805_MARKER: DR = REFERENCE MARK DISK
 BK2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2805
 BK2805  HISTORY     - Date     Condition        Report By
 BK2805  HISTORY     - 1974     MONUMENTED       NGS
 BK2805
 BK2805                          STATION DESCRIPTION
 BK2805
 BK2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2805'THE STATION IS LOCATED IN KAPLAN, IN THE NORTHWEST CORNER OF THE
 BK2805'KAPLAN HIGH SCHOOL GROUNDS AND ON PROPERTY OWNED BY THE HIGH SCHOOL.
 BK2805'
 BK2805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 14 IN
 BK2805'KAPLAN, GO NORTH ON HIGHWAY 35 FOR 0.4 MILE TO THE STATION ON THE
 BK2805'LEFT AS DESCRIBED.
 BK2805'
 BK2805'STATION MARKS, ARE STANDARD REFERENCE MARK DISKS STAMPED KAPLAN 1931
 BK2805'NO 4 1974.  THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT 3
 BK2805'INCHES BELOW THE GROUND.  THE UNDERGROUND DISK IS SET IN AN
 BK2805'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND.  IT IS
 BK2805'85 FEET SOUTH OF THE CENTER OF TWO GOAL POSTS, 58 FEET NORTHWEST
 BK2805'OF A FLOODLIGHT POLE, 64 FEET NORTH OF A CHAIN LINK FENCE
 BK2805'AND 20 FEET EAST OF A CHAIN LINK FENCE.
 BK2805'
 BK2805'KAPLAN, STAMPED KAPLAN 1931 IS A STANDARD DISK SET IN A SQUARE
 BK2805'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 60 FEET SOUTH OF
 BK2805'THE CENTER OF W 8TH ST, 45 FEET WEST OF A FLOODLIGHT POLE, 35 FEET
 BK2805'EAST OF A FLOODLIGHT POLE AND 11 FEET SOUTH OF A CHAIN LINK FENCE.
 BK2805'
 BK2805'REFERENCE MARK 1, STAMPED KAPLAN NO 1 1931 IS A STANDARD DISK SET IN
 BK2805'A SQUARE CONCRET MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 57.5
 BK2805'FEET SOUTH OF A CHAIN LINK FENCE, 52 FEET NORTHEAST OF THE
 BK2805'NORTHEAST CORNER OF THE SCHOOL GYMNASIUM, 32.5 FEET WEST OF OF A
 BK2805'STUCCO BUILDING AND 28 FEET NORTHWEST OF A 36-INCH TREE.
 BK2805'
 BK2805'REFERENCE MARK 3, STAMPED KAPLAN NO 3 1931 IS A STANDARD DISK SET IN
 BK2805'A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 71.5 FEET
 BK2805'EAST OF A FLOODLIGHT POLE, 45 FEET SOUTH OF THE CENTER OF W 8TH ST,
 BK2805'5 FEET WEST OF A FLOODLIGHT POLE AND 2.5 FEET SOUTH OF A CHAIN LINK
 BK2805'FENCE.
 BK2805'
 BK2805'NOTE--THE MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 3 WAS MADE AROUND
 BK2805'OBSTACLES.
 BK2805'
 BK2805'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 BK2805'
 BK2805'NEAREST TOWN--LOCATED IN KAPLAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0669 ***********************************************************************
 AV0669  DESIGNATION -  KAPLAN TRUNKLINE GAS MAST
 AV0669  PID         -  AV0669
 AV0669  STATE/COUNTY-  LA/VERMILION
 AV0669  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0669
 AV0669                         *CURRENT SURVEY CONTROL
 AV0669  ___________________________________________________________________
 AV0669* NAD 83(1992)-  29 53 17.79698(N)    092 16 43.61998(W)     ADJUSTED  
 AV0669* NAVD 88     -                                                        
 AV0669  **This station is located in a subsidence area (see below).
 AV0669  ___________________________________________________________________
 AV0669  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0669  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AV0669
 AV0669  HORZ ORDER  -  THIRD
 AV0669
 AV0669.The horizontal coordinates were established by classical geodetic methods
 AV0669.and adjusted by the National Geodetic Survey in January 1993..
 AV0669
 AV0669 ** The orthometric height has not been validated since last determined
 AV0669 ** by differential leveling and should not be used for control purposes.
 AV0669 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0669 ** area with valid NAVD 88 orthometric heights.
 AV0669 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0669 ** epoch indicated which incorporates improved geoid heights for the
 AV0669 ** Southern Louisiana Subsidence area.
 AV0669 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0669
 AV0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0669
 AV0669.The geoid height was determined by GEOID03.
 AV0669
 AV0669;                    North         East     Units Scale Factor Converg.
 AV0669;SPC LA S     -   154,259.379   908,682.681   MT  0.99992766   -0 28 21.9
 AV0669;SPC LA S     -   506,099.31  2,981,236.43   sFT  0.99992766   -0 28 21.9
 AV0669;UTM  15      - 3,306,624.049   569,638.396   MT  0.99965983   +0 21 33.9
 AV0669
 AV0669                          SUPERSEDED SURVEY CONTROL
 AV0669
 AV0669  NAD 83(1986)-  29 53 17.81642(N)    092 16 43.61359(W) AD(       ) 4
 AV0669  NAD 27      -  29 53 17.06441(N)    092 16 43.14535(W) AD(       ) 3
 AV0669
 AV0669.Superseded values are not recommended for survey control.
 AV0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0669.See file dsdata.txt to determine how the superseded data were derived.
 AV0669
 AV0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6963806624(NAD 83)
 AV0669_MARKER: 42 = RADIO/TV MAST
 AV0669
 AV0669  HISTORY     - Date     Condition        Report By
 AV0669  HISTORY     - 1974     FIRST OBSERVED   NGS
 AV0669  HISTORY     - 19910907 GOOD             USPSQD
 AV0669  HISTORY     - 19950913 GOOD             USPSQD
 AV0669
 AV0669                          STATION DESCRIPTION
 AV0669
 AV0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0669'THE STATION IS THE TOP CENTER OF THE KAPLAN TRUNKLINE GAS COMPANY
 AV0669'MAST KBR 444, LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF ABBEVILLE, 8
 AV0669'MILES SOUTH OF KAPLAN AND OWNED BY THE TRUNKLINE GAS COMPANY.  THE
 AV0669'MARK IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, PAINTED IN
 AV0669'ALTERNATE SECTIONS OF RED AND WHITE, HAS A ROUND ANTENNA AND
 AV0669'RED LIGHT AT THE TOP AND 2 ROUND ANTENNAS ABOUT HALFWAY UP THE
 AV0669'MAST.  THE MAST HAS AN AN OVER-ALL HEIGHT OF 336 FEET.
 AV0669'
 AV0669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND 35 IN
 AV0669'KAPLAN, GO SOUTH AND EAST ON STATE HIGHWAY 35 FOR 8.0 MILES TO THE
 AV0669'MAST ON THE RIGHT.
 AV0669
 AV0669                          STATION RECOVERY (1991)
 AV0669
 AV0669'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0669'RECOVERED IN GOOD CONDITION.
 AV0669
 AV0669                          STATION RECOVERY (1995)
 AV0669
 AV0669'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2810 ***********************************************************************
 BK2810  DESIGNATION -  KAPLAN TV STA KATC MAST
 BK2810  PID         -  BK2810
 BK2810  STATE/COUNTY-  LA/VERMILION
 BK2810  USGS QUAD   -  KAPLAN NORTH (1983)
 BK2810
 BK2810                         *CURRENT SURVEY CONTROL
 BK2810  ___________________________________________________________________
 BK2810* NAD 83(1992)-  30 02 39.03068(N)    092 22 15.10609(W)     ADJUSTED  
 BK2810* NAVD 88     -                                                        
 BK2810  **This station is located in a subsidence area (see below).
 BK2810  ___________________________________________________________________
 BK2810  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BK2810  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BK2810
 BK2810  HORZ ORDER  -  THIRD
 BK2810
 BK2810.The horizontal coordinates were established by classical geodetic methods
 BK2810.and adjusted by the National Geodetic Survey in January 1993..
 BK2810
 BK2810 ** The orthometric height has not been validated since last determined
 BK2810 ** by differential leveling and should not be used for control purposes.
 BK2810 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2810 ** area with valid NAVD 88 orthometric heights.
 BK2810 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2810 ** epoch indicated which incorporates improved geoid heights for the
 BK2810 ** Southern Louisiana Subsidence area.
 BK2810 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2810
 BK2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2810
 BK2810.The geoid height was determined by GEOID03.
 BK2810
 BK2810;                    North         East     Units Scale Factor Converg.
 BK2810;SPC LA S     -   171,615.961   899,945.777   MT  0.99992603   -0 31 07.6
 BK2810;SPC LA S     -   563,043.37  2,952,572.10   sFT  0.99992603   -0 31 07.6
 BK2810;UTM  15      - 3,323,847.063   560,652.546   MT  0.99964539   +0 18 54.0
 BK2810
 BK2810                          SUPERSEDED SURVEY CONTROL
 BK2810
 BK2810  NAD 83(1986)-  30 02 39.05149(N)    092 22 15.10060(W) AD(       ) 4
 BK2810  NAD 27      -  30 02 38.31001(N)    092 22 14.62578(W) AD(       ) 3
 BK2810
 BK2810.Superseded values are not recommended for survey control.
 BK2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2810.See file dsdata.txt to determine how the superseded data were derived.
 BK2810
 BK2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6065323847(NAD 83)
 BK2810_MARKER: 42 = RADIO/TV MAST
 BK2810
 BK2810  HISTORY     - Date     Condition        Report By
 BK2810  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2810  HISTORY     - 19910907 GOOD             USPSQD
 BK2810  HISTORY     - 19950913 GOOD             USPSQD
 BK2810
 BK2810                          STATION DESCRIPTION
 BK2810
 BK2810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2810'THE STATIONIS THE TOP CENTER OF THE KAPLAN, LAFAYETTE TELEVISION
 BK2810'STATION KAT MAST, OWNED BY ACADIAN TELEVISION CORPORATION, AND
 BK2810'LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF CROWLEY AND 6 MILES
 BK2810'NORTHWEST OF KAPLAN.  IT IS A TRIANGULAR STEEL STRUCTURE, GUYED,
 BK2810'LIGHTED, HAS A 40 FOOT POLE ATOP THE TRIANGULAR STRUCTURE, AND HAS
 BK2810'AN OVERALL HEIGHT OF 1239 FEET.
 BK2810'
 BK2810'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35 IN THE THE
 BK2810'SOUTH PART OF KAPLAN, GO WESTERLY ON HIGHWAY 14 FOR 1.5 MILES TO THE
 BK2810'JUNCTION OF STATE HIGHWAY 13 ON THE RIGHT.  TURN RIGHT AND GO
 BK2810'NORTHERLY AND WESTERLY ON HIGHWAY 13 FOE 2.6 MILES TO AN ANGLE
 BK2810'CROSSROAD.  TURN LEFT AND GO SOUTH AND THEN WEST ON PAVED ROAD
 BK2810'FOR 3.2 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH OF 0.55
 BK2810'MILE TO STATION ON THE LEFT.
 BK2810
 BK2810                          STATION RECOVERY (1991)
 BK2810
 BK2810'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2810'RECOVERED IN GOOD CONDITION.
 BK2810
 BK2810                          STATION RECOVERY (1995)
 BK2810
 BK2810'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2066 ***********************************************************************
 BJ2066  DESIGNATION -  KAPPA CAP
 BJ2066  PID         -  BJ2066
 BJ2066  STATE/COUNTY-  LA/ST MARTIN
 BJ2066  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2066
 BJ2066                         *CURRENT SURVEY CONTROL
 BJ2066  ___________________________________________________________________
 BJ2066* NAD 83(1986)-  30 07 06.     (N)    091 29 07.     (W)     SCALED    
 BJ2066* NAVD 88     -         2.63   (+/-2cm)       8.6    (feet)  VERTCON   
 BJ2066  ___________________________________________________________________
 BJ2066  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ2066
 BJ2066  VERT ORDER  -  ? (See Below)
 BJ2066
 BJ2066.The horizontal coordinates were scaled from a topographic map and have
 BJ2066.an estimated accuracy of +/- 6 seconds.
 BJ2066
 BJ2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2066.The vertical order pertains to the NGVD 29 superseded value.
 BJ2066
 BJ2066.The geoid height was determined by GEOID03.
 BJ2066
 BJ2066;                    North         East    Units  Estimated Accuracy
 BJ2066;SPC LA S     -   179,390.      985,360.      MT  (+/- 180 meters Scaled)
 BJ2066
 BJ2066                          SUPERSEDED SURVEY CONTROL
 BJ2066
 BJ2066  NGVD 29 (??/??/??)    2.656  (m)            8.71   (f) ADJUSTED    ?  
 BJ2066
 BJ2066.Superseded values are not recommended for survey control.
 BJ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2066.See file dsdata.txt to determine how the superseded data were derived.
 BJ2066
 BJ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP459328(NAD 83)
 BJ2066_MARKER: P = PIPE CAP
 BJ2066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2066
 BJ2066  HISTORY     - Date     Condition        Report By
 BJ2066  HISTORY     - UNK      MONUMENTED       DOD
 BJ2066  HISTORY     - 1936     GOOD             DOD
 BJ2066
 BJ2066                          STATION DESCRIPTION
 BJ2066
 BJ2066'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2066'3.2 MI SE FROM BAYOU CHENE.
 BJ2066'ABOUT 3.2 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, SAINT
 BJ2066'MARTIN PARISH, IN SEC. 7, T. 11 S., R. 10 E., ABOUT 4,500 FEET EAST OF
 BJ2066'DEAD MAN BAYOU, ABOUT 1,000 FEET BELOW AND ACROSS THE LAKE FROM THE
 BJ2066'ROLAND BOREL HOUSE, AND AT THE POINT OF INTERSECTION OF BAYOU CHENE
 BJ2066'CONTROL AND RANGE 15 OF THE ATCHAFALAYA BASIN CROSS SECTIONS. AN IRON
 BJ2066'PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2387 ***********************************************************************
 BK2387  DESIGNATION -  KAREN
 BK2387  PID         -  BK2387
 BK2387  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2387  USGS QUAD   -  ELTON (1994)
 BK2387
 BK2387                         *CURRENT SURVEY CONTROL
 BK2387  ___________________________________________________________________
 BK2387* NAD 83(1992)-  30 25 50.48710(N)    092 42 18.73887(W)     ADJUSTED  
 BK2387* NAVD 88     -        16.099  (meters)      52.82   (feet)  ADJUSTED  
 BK2387  ___________________________________________________________________
 BK2387  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK2387  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2387  DYNAMIC HT  -          16.078 (meters)      52.75  (feet)  COMP
 BK2387  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 BK2387
 BK2387  HORZ ORDER  -  SECOND
 BK2387  VERT ORDER  -  SECOND    CLASS II
 BK2387
 BK2387.The horizontal coordinates were established by classical geodetic methods
 BK2387.and adjusted by the National Geodetic Survey in January 1993..
 BK2387
 BK2387.The orthometric height was determined by differential leveling
 BK2387.and adjusted by the National Geodetic Survey in February 1994..
 BK2387
 BK2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2387
 BK2387.The geoid height was determined by GEOID03.
 BK2387
 BK2387.The dynamic height is computed by dividing the NAVD 88
 BK2387.geopotential number by the normal gravity value computed on the
 BK2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2387.degrees latitude (g = 980.6199 gals.).
 BK2387
 BK2387.The modeled gravity was interpolated from observed gravity values.
 BK2387
 BK2387;                    North         East     Units Scale Factor Converg.
 BK2387;SPC LA S     -   214,796.882   868,217.729   MT  0.99995379   -0 41 09.4
 BK2387;SPC LA S     -   704,712.77  2,848,477.67   sFT  0.99995379   -0 41 09.4
 BK2387;UTM  15      - 3,366,547.843   528,308.758   MT  0.99960989   +0 08 57.5
 BK2387
 BK2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2387!SPC LA S     -   1.00000177  x   0.99995379  =   0.99995556
 BK2387!UTM  15      -   1.00000177  x   0.99960989  =   0.99961166
 BK2387
 BK2387:                Primary Azimuth Mark                     Grid Az
 BK2387:SPC LA S     -  ELTON RICE DRIER TANK                    015 01 31.4
 BK2387:UTM  15      -  ELTON RICE DRIER TANK                    014 11 24.5
 BK2387
 BK2387|---------------------------------------------------------------------|
 BK2387| PID    Reference Object                     Distance      Geod. Az  |
 BK2387|                                                           dddmmss.s |
 BK2387| BK2874 ELTON RICE DRIER TANK               APPROX. 5.9 KM 0142022.0 |
 BK2387| CW1959 KAREN RM 1                            7.968 METERS 08925     |
 BK2387| CW1960 KAREN RM 2                           13.283 METERS 19540     |
 BK2387| BK2386 KAREN RM 3                           13.244 METERS 19540     |
 BK2387| BK2877 KAREN LDH 1974 A POINT               15.053 METERS 23624     |
 BK2387| BK2385 KAREN RM 4                           31.998 METERS 24245     |
 BK2387| BK2388 27 V 154                            APPROX. 0.8 KM 3573212.0 |
 BK2387|---------------------------------------------------------------------|
 BK2387
 BK2387                          SUPERSEDED SURVEY CONTROL
 BK2387
 BK2387  NAD 83(1986)-  30 25 50.50725(N)    092 42 18.73255(W) AD(       ) 2
 BK2387  NAD 27      -  30 25 49.77913(N)    092 42 18.22082(W) AD(       ) 2
 BK2387  NGVD 29 (11/02/92)   16.19   (m)           53.1    (f) LEVELING    3  
 BK2387
 BK2387.Superseded values are not recommended for survey control.
 BK2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2387.See file dsdata.txt to determine how the superseded data were derived.
 BK2387
 BK2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2830966548(NAD 83)
 BK2387_MARKER: DB = BENCH MARK DISK
 BK2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2387_SP_SET: CONCRETE POST
 BK2387_STAMPING: KAREN 1974
 BK2387_MARK LOGO: LADH  
 BK2387_PROJECTION: FLUSH
 BK2387_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2387+STABILITY: SURFACE MOTION
 BK2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2387+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1982
 BK2387
 BK2387  HISTORY     - Date     Condition        Report By
 BK2387  HISTORY     - 1974     MONUMENTED       LADH
 BK2387  HISTORY     - 1982     GOOD             LADTD
 BK2387  HISTORY     - 19820413 GOOD             NGS
 BK2387  HISTORY     - 19961204 GOOD             USPSQD
 BK2387  HISTORY     - 19981017 GOOD             USPSQD
 BK2387
 BK2387                          STATION DESCRIPTION
 BK2387
 BK2387'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RTN)
 BK2387'THE STATION IS LOCATED 3 MILES SOUTH OF ELTON, 14 MILES NORTHEAST OF
 BK2387'WELSH, AND 6 MILES SOUTHWEST OF BASILE, IN THE NORTHWEST QUARTER OF
 BK2387'SECTION 20, T7S, R3W, AND ON THE PROPERTY OWNED BY MR. ALBERT
 BK2387'BULLER, P. O. BOX 616, ELTON, LOUISIANA, TELEPHONE 584-2654.
 BK2387'
 BK2387'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 190 AND
 BK2387'STATE HIGHWAY 395 IN ELTON, DRIVE SOUTH ALONG STATE HIGHWAY 395 FOR
 BK2387'3.5 MILES TO THE STATION SET IN THE LEFT AND EAST OF THE HIGHWAY
 BK2387'NEAR A CROSS-FENCE.
 BK2387'
 BK2387'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 BK2387'HIGHWAY 395 FOR 0.6 MILE TO A RICE DRYER ON THE RIGHT AND THE MARK
 BK2387'SET NEAR A CONCRETE SLAB.
 BK2387'
 BK2387'THE STATE MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2387'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2387'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2387'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2387'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2387'STAMPED KAREN 1974.  THE MARK IS 55 FEET EAST OF THE CENTER OF
 BK2387'STATE HIGHWAY 395, 13.5 FEET EAST OF A NORTH-SOUTH FENCE, 7 FEET
 BK2387'EAST-SOUTHEAST OF A 16 INCH CHINA BERRY TREE, 2 FEET SOUTH OF AN
 BK2387'EAST-WEST FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST AND
 BK2387'SIGN.
 BK2387'
 BK2387'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2387'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2387'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2387'STAMPED KAREN RM 1 1974.  IT IS 81 FEET EAST OF THE CENTER OF
 BK2387'STATE HIGHWAY 395, 41 FEET EAST OF A NORTH-SOUTH FENCE, 19 FEET
 BK2387'NORTH OF THE NORTH EDGE OF A CONCRETE SLAB 6 FEET WEST-NORTHWEST
 BK2387'OF THE WEST END OF A GAS TANK AND 2 FEET SOUTH OF AN EAST-WEST
 BK2387'FENCE.
 BK2387'
 BK2387'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2387'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2387'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2387'STAMPED KAREN RM 2 1974.  IT IS 56 FEET NORTH OF 41 INCH OAK TREE,
 BK2387'44 FEET SOUTH OF A 16 INCH CHINA BERRY TREE, 42.5 FEET EAST OF THE
 BK2387'CENTER OF STATE HIGHWAY 395, 30 FEET NORTH OF THE CENTER OF A FIELD
 BK2387'ROAD, AND 2 FEET EAST OF A NORTH-SOUTH FENCE.
 BK2387'
 BK2387'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2387'U. S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN TOP OF A
 BK2387'12-INCH CYLINDRICAL CONCRETE MONUMENT THA PROJECTS 5 INCHES ABOVE
 BK2387'THE SURFACE OF THE GROUND.  IT IS STAMPED 27V154 1970.  IT IS 68
 BK2387'FEET EAST OF THE CENTER OF STATE HIGHWAY 395, 40 FEET SOUTH OF
 BK2387'THE CENTER OF A GRAVEL ROAD, 22 FEET SOUTH-SOUTHEAST OF THE SOUTH
 BK2387'END OF A CONCRETE CULVERT, 4 FEET SOUTH-SOUTHEAST OF METAL
 BK2387'WITNESS POST AND SIGN AND 1 FOOT SOUTH OF A FENCE.
 BK2387'
 BK2387'NEAREAST TOWN--ELTON.
 BK2387
 BK2387                          STATION RECOVERY (1982)
 BK2387
 BK2387'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK2387'4.8 KM (3 MI) SOUTH FROM ELTON.
 BK2387'ABOUT 0.8 KM (0.5 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2387'IN ELTON TO THE JUNCTION OF US 190 AND STATE HIGHWAY 395, THENCE ABOUT
 BK2387'5.8 KM (3.6 MI) SOUTH ALONG HIGHWAY 395 TO THE MARK ON THE LEFT NEAR A
 BK2387'RICE DRYER, 43.1 METERS (141.5 FT) NORTH OF A POWER POLE WITH TWO
 BK2387'TRANSFORMERS ATTACHED, 27.9 METERS (91.5 FT) WEST NORTHWEST OF THE
 BK2387'NORTHWEST CORNER OF A METAL BUILDING, 16.5 METERS (54 FT) EAST OF THE
 BK2387'CENTER OF STATE HIGHWAY 395.
 BK2387'THE MARK IS 0.46 METERS  WSW FROM A WITNESS POST.
 BK2387'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 395.
 BK2387
 BK2387                          STATION RECOVERY (1982)
 BK2387
 BK2387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 BK2387'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 1
 BK2387'AND REFERENCE MARK NO 2 WERE FOUND TO HAVE BEEN UPROOTED.  THE BENCH
 BK2387'MARK USED AS THE AZIMUTH HAS BEEN DESTROYED.  A NEW BENCH MARK HAS
 BK2387'BEEN SET IN AREA OF ONE USED IN 1974 AND INCLUDED IN TRAVERSE AT THIS
 BK2387'TIME.  TWO NEW REFERENCE MARKS WERE SET AT THIS TIME.
 BK2387' 
 BK2387'THE STATION IS LOCATED ABOUT 4.83 KM (3.0 MILES) SOUTH OF ELTON, 22.53
 BK2387'KM (14.0 MILES) NORTHEAST OF WELSH, AND 9.66 KM (6.0 MILES) SOUTHWEST
 BK2387'OF BASILE, IN THE NORTHWEST QUARTER OF SECTION 20, TTS, R3W.
 BK2387'OWNERSHIP--MR ALBERT BULLER, POST OFFICE BOX 616, ELTON, LOUISIANA,
 BK2387'TELEPHONE NUMBER 318-584-2654.
 BK2387' 
 BK2387'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 190 AND STATE
 BK2387'HIGHWAY 395 IN ELTON, DRIVE SOUTH ALONG HIGHWAY 395 FOR 5.63 KM (3.5
 BK2387'MILES) TO THE STATION SET ON THE LEFT AND EAST OF THE HIGHWAY NEAR A
 BK2387'CROSS-FENCE.
 BK2387' 
 BK2387'THE STATION IS A STANDARD LADH DISK STAMPED--KAREN 1974--, SET INTO
 BK2387'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30.4 CM IN DIAMETER
 BK2387'FLUSH WITH GROUND LOCATED 50.0 FT (15.2 M) NW FROM A METAL RICE
 BK2387'STORAGE BUILDING, 55.0 FT (16.8 M) E FROM THE CENTER OF STATE HIGHWAY
 BK2387'395, 13.5 FT (4.1 M) E FROM A NORTH-SOUTH FENCE, 2.0 FT (0.6 M) S FROM
 BK2387'A EAST-WEST FENCE, AND 1.5 FT (0.6 M) S FROM A WITNESS POST.
 BK2387' 
 BK2387'THE UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 BK2387' 
 BK2387'REFERENCE MARK NO 3 IS A STANDARD LADTD DISK STAMPED--KAREN 1974 RM 3
 BK2387'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BK2387'0.30 CM IN DIAMETER FLUSH WITH GROUND LOCATED 43.0 FT (13.1 M) E FROM
 BK2387'THE CENTER OF STATE HIGHWAY 395, 23.0 FT (7.0 M) NE FROM THE NORTH END
 BK2387'OF A SIDE DRAIN, AND 56.0 FT (17.1 M) W FROM A CYLINDRICAL METAL RICE
 BK2387'STORAGE BUILDING.
 BK2387' 
 BK2387'REFERENCE MARK NO 4 IS A STANDARD LADTD DISK STAMPED--KAREN 1974 RM 4
 BK2387'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BK2387'0.30 CM IN DIAMETER FLUSH WITH GROUND LOCATED 49.0 FT (14.9 M) S FROM
 BK2387'THE CENTER OF A BLACK-TOP ROAD, 39.0 FT (11.9 M) W FROM THE CENTER OF
 BK2387'STATE HIGHWAY 345, 24.0 FT (7.3 M) NW FROM THE NORTH END OF A SIDE
 BK2387'DRAIN, AND 17.0 FT (5.2 M) N FROM A POWER POLE.
 BK2387' 
 BK2387'AZIMUTH MARK IS A STANDARD LADH DISK STAMPED--27V154 1977--, SET INTO
 BK2387'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 0.30 CM IN DIAMETER
 BK2387'FLUSH WITH GROUND LOCATED 44.5 FT (13.6 M) W FROM THE CENTER OF STATE
 BK2387'HIGHWAY 395, 55.0 FT (16.8 M) S FROM THE CENTER OF A DRIVE TO A HOUSE,
 BK2387'5.0 FT (1.5 M) W FROM A POWER POLE, NO 31-292, AND 1.5 FT (0.46 M) E
 BK2387'FROM A METAL WITNESS POST.
 BK2387' 
 BK2387'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 BK2387'HIGHWAY 395 FOR 0.8 KM (0.5 MILE) TO A DRIVE ON THE LEFT AND THE MARK
 BK2387'SET NEAR A POWER POLE.
 BK2387
 BK2387                          STATION RECOVERY (1996)
 BK2387
 BK2387'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2387'RECOVERED IN GOOD CONDITION.
 BK2387
 BK2387                          STATION RECOVERY (1998)
 BK2387
 BK2387'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2386 ***********************************************************************
 BK2386  DESIGNATION -  KAREN RM 3
 BK2386  PID         -  BK2386
 BK2386  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2386  USGS QUAD   -  ELTON (1994)
 BK2386
 BK2386                         *CURRENT SURVEY CONTROL
 BK2386  ___________________________________________________________________
 BK2386* NAD 83(1992)-  30 25 50.07299(N)    092 42 18.87291(W)     ADJUSTED  
 BK2386* NAVD 88     -        15.528  (meters)      50.94   (feet)  ADJUSTED  
 BK2386  ___________________________________________________________________
 BK2386  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK2386  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2386  DYNAMIC HT  -          15.508 (meters)      50.88  (feet)  COMP
 BK2386  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 BK2386
 BK2386  HORZ ORDER  -  THIRD
 BK2386  VERT ORDER  -  SECOND    CLASS II
 BK2386
 BK2386.The horizontal coordinates were established by classical geodetic methods
 BK2386.and adjusted by the National Geodetic Survey in January 1993..
 BK2386
 BK2386.The orthometric height was determined by differential leveling
 BK2386.and adjusted by the National Geodetic Survey in February 1994..
 BK2386
 BK2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2386
 BK2386.The geoid height was determined by GEOID03.
 BK2386
 BK2386.The dynamic height is computed by dividing the NAVD 88
 BK2386.geopotential number by the normal gravity value computed on the
 BK2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2386.degrees latitude (g = 980.6199 gals.).
 BK2386
 BK2386.The modeled gravity was interpolated from observed gravity values.
 BK2386
 BK2386;                    North         East     Units Scale Factor Converg.
 BK2386;SPC LA S     -   214,784.174   868,214.000   MT  0.99995377   -0 41 09.5
 BK2386;SPC LA S     -   704,671.08  2,848,465.43   sFT  0.99995377   -0 41 09.5
 BK2386;UTM  15      - 3,366,535.086   528,305.216   MT  0.99960988   +0 08 57.5
 BK2386
 BK2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2386!SPC LA S     -   1.00000186  x   0.99995377  =   0.99995563
 BK2386!UTM  15      -   1.00000186  x   0.99960988  =   0.99961174
 BK2386
 BK2386|---------------------------------------------------------------------|
 BK2386| PID    Reference Object                     Distance      Geod. Az  |
 BK2386|                                                           dddmmss.s |
 BK2386| BK2387 KAREN                                13.244 METERS 01540     |
 BK2386| BK2388 27 V 154                            APPROX. 0.8 KM 3574932.8 |
 BK2386|---------------------------------------------------------------------|
 BK2386
 BK2386                          SUPERSEDED SURVEY CONTROL
 BK2386
 BK2386  NAD 83(1986)-  30 25 50.09315(N)    092 42 18.86659(W) AD(       ) 3
 BK2386  NGVD 29 (11/02/92)   15.62   (m)           51.2    (f) LEVELING    3  
 BK2386
 BK2386.Superseded values are not recommended for survey control.
 BK2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2386.See file dsdata.txt to determine how the superseded data were derived.
 BK2386
 BK2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2830566535(NAD 83)
 BK2386_MARKER: DR = REFERENCE MARK DISK
 BK2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2386_SP_SET: CONCRETE POST
 BK2386_STAMPING: KAREN 1974 RM 3 1982
 BK2386_MARK LOGO: LADH  
 BK2386_PROJECTION: RECESSED 8 CENTIMETERS
 BK2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2386+STABILITY: SURFACE MOTION
 BK2386
 BK2386  HISTORY     - Date     Condition        Report By
 BK2386  HISTORY     - 1982     MONUMENTED       LADTD
 BK2386  HISTORY     - 19961204 MARK NOT FOUND   USPSQD
 BK2386  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BK2386
 BK2386                          STATION DESCRIPTION
 BK2386
 BK2386'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2386'4.8 KM (3 MI) SOUTH FROM ELTON.
 BK2386'ABOUT 0.8 KM (0.5 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2386'IN ELTON TO THE JUNCTION OF US 190 AND STATE HIGHWAY 395, THENCE ABOUT
 BK2386'5.8 KM (3.6 MI) SOUTH ALONG HIGHWAY 395 TO THE MARK ON THE LEFT NEAR A
 BK2386'RICE DRYER, 32.9 METERS (108 FT) WEST SOUTHWEST OF THE NORTHWEST
 BK2386'CORNER OF A METAL BUILDING, 30.5 METERS (100 FT) NORTH OF A POWER POLE
 BK2386'WITH TWO TRANSFORMERS ATTACHED, 12.8 METERS (42 FT) EAST OF THE CENTER
 BK2386'OF STATE HIGHWAY 395.
 BK2386'THE MARK IS 13.6 METERS  SSW FROM  PLACED AT THE STATION
 BK2386'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 395.
 BK2386
 BK2386                          STATION RECOVERY (1996)
 BK2386
 BK2386'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2386'MARK NOT FOUND.
 BK2386
 BK2386                          STATION RECOVERY (1998)
 BK2386
 BK2386'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2385 ***********************************************************************
 BK2385  DESIGNATION -  KAREN RM 4
 BK2385  PID         -  BK2385
 BK2385  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2385  USGS QUAD   -  ELTON (1994)
 BK2385
 BK2385                         *CURRENT SURVEY CONTROL
 BK2385  ___________________________________________________________________
 BK2385* NAD 83(1992)-  30 25 50.01138(N)    092 42 19.80491(W)     ADJUSTED  
 BK2385* NAVD 88     -        15.730  (meters)      51.61   (feet)  ADJUSTED  
 BK2385  ___________________________________________________________________
 BK2385  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK2385  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2385  DYNAMIC HT  -          15.710 (meters)      51.54  (feet)  COMP
 BK2385  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 BK2385
 BK2385  HORZ ORDER  -  THIRD
 BK2385  VERT ORDER  -  SECOND    CLASS II
 BK2385
 BK2385.The horizontal coordinates were established by classical geodetic methods
 BK2385.and adjusted by the National Geodetic Survey in January 1993..
 BK2385.No horizontal observational check was made to the station.
 BK2385
 BK2385.The orthometric height was determined by differential leveling
 BK2385.and adjusted by the National Geodetic Survey in February 1994..
 BK2385
 BK2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2385
 BK2385.The geoid height was determined by GEOID03.
 BK2385
 BK2385.The dynamic height is computed by dividing the NAVD 88
 BK2385.geopotential number by the normal gravity value computed on the
 BK2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2385.degrees latitude (g = 980.6199 gals.).
 BK2385
 BK2385.The modeled gravity was interpolated from observed gravity values.
 BK2385
 BK2385;                    North         East     Units Scale Factor Converg.
 BK2385;SPC LA S     -   214,782.575   868,189.109   MT  0.99995377   -0 41 10.0
 BK2385;SPC LA S     -   704,665.83  2,848,383.77   sFT  0.99995377   -0 41 10.0
 BK2385;UTM  15      - 3,366,533.125   528,280.360   MT  0.99960987   +0 08 57.0
 BK2385
 BK2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2385!SPC LA S     -   1.00000183  x   0.99995377  =   0.99995560
 BK2385!UTM  15      -   1.00000183  x   0.99960987  =   0.99961170
 BK2385
 BK2385                          SUPERSEDED SURVEY CONTROL
 BK2385
 BK2385  NAD 83(1986)-  30 25 50.03153(N)    092 42 19.79859(W) AD(       ) 3
 BK2385  NGVD 29 (11/02/92)   15.82   (m)           51.9    (f) LEVELING    3  
 BK2385
 BK2385.Superseded values are not recommended for survey control.
 BK2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2385.See file dsdata.txt to determine how the superseded data were derived.
 BK2385
 BK2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2828066533(NAD 83)
 BK2385_MARKER: DR = REFERENCE MARK DISK
 BK2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2385_SP_SET: CONCRETE POST
 BK2385_STAMPING: KAREN 1974 RM 4 1982
 BK2385_MARK LOGO: LADH  
 BK2385_PROJECTION: FLUSH
 BK2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2385+STABILITY: SURFACE MOTION
 BK2385
 BK2385  HISTORY     - Date     Condition        Report By
 BK2385  HISTORY     - 1982     MONUMENTED       LADTD
 BK2385  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BK2385
 BK2385                          STATION DESCRIPTION
 BK2385
 BK2385'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2385'4.8 KM (3 MI) SOUTH FROM ELTON.
 BK2385'ABOUT 0.8 KM (0.5 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2385'IN ELTON TO THE JUNCTION OF US 190 AND STATE HIGHWAY 395, THENCE ABOUT
 BK2385'5.8 KM (3.6 MI) SOUTH ALONG HIGHWAY 395 TO THE MARK ON THE RIGHT NEAR
 BK2385'A PAVED ROAD ON THE RIGHT, 38.1 METERS (125 FT) NORTHWEST OF A POWER
 BK2385'POLE WITH TWO TRANSFORMERS ATTACHED, 19.5 METERS (60 FT) SOUTHEAST OF
 BK2385'A BRACE POLE, 11.6 METERS (38 FT) WEST OF THE CENTER OF STATE HIGHWAY
 BK2385'395 AND 4.7 METERS (15.5 FT) NORTH OF POWER POLE 283.
 BK2385'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 395.
 BK2385
 BK2385                          STATION RECOVERY (1998)
 BK2385
 BK2385'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4702 ***********************************************************************
 BJ4702  DESIGNATION -  KARR
 BJ4702  PID         -  BJ4702
 BJ4702  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4702  USGS QUAD   -  JACKSON (1994)
 BJ4702
 BJ4702                         *CURRENT SURVEY CONTROL
 BJ4702  ___________________________________________________________________
 BJ4702* NAD 83(1992)-  30 48 48.13257(N)    091 12 22.47884(W)     ADJUSTED  
 BJ4702* NAVD 88     -        68.0    (meters)     223.     (feet)  VERTCON   
 BJ4702  ___________________________________________________________________
 BJ4702  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BJ4702  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4702
 BJ4702  HORZ ORDER  -  SECOND
 BJ4702
 BJ4702.The horizontal coordinates were established by classical geodetic methods
 BJ4702.and adjusted by the National Geodetic Survey in May 1994..
 BJ4702
 BJ4702.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4702
 BJ4702.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4702
 BJ4702.The geoid height was determined by GEOID03.
 BJ4702
 BJ4702;                    North         East     Units Scale Factor Converg.
 BJ4702;SPC LA S     -   256,439.145 1,012,161.450   MT  1.00002608   +0 03 48.8
 BJ4702;SPC LA S     -   841,334.09  3,320,733.02   sFT  1.00002608   +0 03 48.8
 BJ4702;UTM  15      - 3,410,295.105   671,588.822   MT  0.99996320   +0 55 08.6
 BJ4702
 BJ4702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4702!SPC LA S     -   0.99999360  x   1.00002608  =   1.00001968
 BJ4702!UTM  15      -   0.99999360  x   0.99996320  =   0.99995680
 BJ4702
 BJ4702:                Primary Azimuth Mark                     Grid Az
 BJ4702:SPC LA S     -  KARR AZ MK                               033 14 22.4
 BJ4702:UTM  15      -  KARR AZ MK                               032 23 02.6
 BJ4702
 BJ4702|---------------------------------------------------------------------|
 BJ4702| PID    Reference Object                     Distance      Geod. Az  |
 BJ4702|                                                           dddmmss.s |
 BJ4702| CW1963 KARR AZ MK                                         0331811.2 |
 BJ4702| BJ4701 KARR LDH 1970 RM 1                   18.259 METERS 05819     |
 BJ4702| BJ4703 KARR 2                               27.770 METERS 10913     |
 BJ4702| CW1964 KARR AZ MK 2                                       1863513.2 |
 BJ4702| CW1965 KARR RM 2                            15.617 METERS 35052     |
 BJ4702|---------------------------------------------------------------------|
 BJ4702
 BJ4702                          SUPERSEDED SURVEY CONTROL
 BJ4702
 BJ4702  NAD 83(1992)-  30 48 48.13357(N)    091 12 22.47925(W) AD(       ) 2
 BJ4702  NAD 83(1986)-  30 48 48.14946(N)    091 12 22.47458(W) AD(       ) 2
 BJ4702  NAD 27      -  30 48 47.49532(N)    091 12 22.08421(W) AD(       ) 2
 BJ4702  NGVD 29 (07/19/86)   68.0    (m)          223.     (f) VERT ANG       
 BJ4702
 BJ4702.Superseded values are not recommended for survey control.
 BJ4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4702.See file dsdata.txt to determine how the superseded data were derived.
 BJ4702
 BJ4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7158910295(NAD 83)
 BJ4702_MARKER: DD = SURVEY DISK
 BJ4702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4702
 BJ4702  HISTORY     - Date     Condition        Report By
 BJ4702  HISTORY     - 1970     MONUMENTED       LADH
 BJ4702  HISTORY     - 1978     SEE DESCRIPTION  NGS
 BJ4702
 BJ4702                          STATION DESCRIPTION
 BJ4702
 BJ4702'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4702'THE STATION IS LOCATED ABOUT 2.3 MILES SOUTHWEST OF JACKSON AND 7
 BJ4702'MILES NORTHWEST OF SLAUGHTER IN THE SOUTHEAST QUARTER OF SECTION 46,
 BJ4702'T3S-R1W AND ON THE PROPERTY OF THE EAST LOUISIANA STATE HOSPITAL.
 BJ4702'
 BJ4702'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN JACKSON, DRIVE
 BJ4702'EAST ALONG STATE HIGHWAY 10 FOR 0.4 MILE TO THE INTERSECTION OF
 BJ4702'STATE HIGHWAY 68, TURN RIGHT AND TRAVEL 2 MILES SOUTHWEST ALONG
 BJ4702'STATE HIGHWAY 68 TO THE STATION WHICH IS SET ON THE RIGHT AND
 BJ4702'NORTHWEST OF THE HIGHWAY NEAR A WATER WELL FOR THE HOSPITAL.
 BJ4702'
 BJ4702'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 BJ4702'STATE HIGHWAY 68 FOR 0.25 MILE TO A FIELD ROAD ON THE RIGHT.  THE
 BJ4702'MARK IS SET SOUTHEAST OF STATE HIGHWAY 68 AND NORTH OF THE FIELD ROAD
 BJ4702'NEAR A FENCE.
 BJ4702'
 BJ4702'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ4702'HIGHWAY 68 FOR 0.8 MILE TO THE MARK WHICH IS SET ON THE RIGHT AND
 BJ4702'WEST OF THE HIGHWAY NEAR A FENCE.
 BJ4702'
 BJ4702'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4702'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4702'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4702'STAMPED KARR 1970.  IT IS 161 FEET WEST OF THE CENTER OF STATE
 BJ4702'HIGHWAY 68, 120 FEET WEST OF A FENCE, 20 FEET NORTHWEST OF A 6 INCH
 BJ4702'WELL AND PUMP, 11 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A
 BJ4702'PUMP HOUSE, 8 FEET EAST OF THE NORTHEAST CORNER OF THE PUMP HOUSE,
 BJ4702'AND 2 FEET EAST OF A METAL WITNESS POST.
 BJ4702'
 BJ4702'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4702'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4702'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4702'STAMPED KARR RM 1 1970.  IT IS 116 FEET WEST OF THE CENTER OF STATE
 BJ4702'HIGHWAY 68, 76 FEET WEST OF A FENCE, 63 FEET EAST OF THE NORTHEAST
 BJ4702'CORNER OF A PUMP HOUSE, AND 59 FEET NORTHEAST OF A WITNESS POST AT
 BJ4702'THE STATION.
 BJ4702'
 BJ4702'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4702'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4702'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4702'STAMPED KARR RM 2 1970.  IT IS 179 FEET WEST OF THE CENTER OF STATE
 BJ4702'HIGHWAY 68, 138 FEET WEST OF A FENCE, 50 FEET NORTH OF THE WITNESS
 BJ4702'POST AT THE STATION, 42 FEET NORTH OF THE NORTHWEST CORNER OF
 BJ4702'THE PUMP HOUSE.
 BJ4702'
 BJ4702'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4702'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4702'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4702'KARR AZ MK 1970.  IT IS 34 FEET SOUTHEAST OF THE CENTER OF STATE
 BJ4702'HIGHWAY 68, 17 FEET NORTHEAST OF THE CENTER OF A FIELD GATE, 2 FEET
 BJ4702'NORTH-NORTHWEST OF A FENCE, AND 2 FEET NORTH OF A METAL WITNESS
 BJ4702'POST.
 BJ4702'
 BJ4702'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4702'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4702'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4702'KARR AZ MK 2 1970.  IT IS 400 FEET NORTH OF THE CENTER OF A GRAVEL
 BJ4702'ROAD LEADING WEST, 225 FEET SOUTH OF THE WEST END OF A CULVERT,
 BJ4702'46 FEET WEST OF THE CENTER OF STATE HIGHWAY 68, 2 FEET EAST OF A
 BJ4702'FENCE AND 2 FEET NORTH OF A METAL WITNESS POST.
 BJ4702'
 BJ4702'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ4702
 BJ4702                          STATION RECOVERY (1978)
 BJ4702
 BJ4702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (AKH)
 BJ4702'THE STATION WAS VISITED 1-17-78 AND ALL MARKS WERE FOUND IN GOOD
 BJ4702'CONDITION.  THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 BJ4702'REQUESTED MOVED AT THIS DATE DUE TO THE BUILDING OF AN
 BJ4702'ADMINISTRATION BUILDING FOR THE DIXON MEMORIAL INSTITUTE.  THIS WAS
 BJ4702'DONE BY ESTABLISHING A NEW STATION KARR 2 1978 27.774
 BJ4702'METERS EAST OF THE STATION AND ESTABLISHING REFERENCE MARKS NO.
 BJ4702'3 AND NO. 4.  THE STATION MARK WAS THEN LEFT INTACT UNDER A WOODEN
 BJ4702'PORCH OF THE BUILDING.  IT IS ON THE SOUTH SIDE OF THE BUILDING.
 BJ4702'REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED AND THE DISKS
 BJ4702'RECLAIMED.  AZIMUTH MARKS NO. 2 AND AZIMUTH MARK 1970 WERE USED
 BJ4702'AS THE AZIMUTH MARKS FOR THE NEW STATION.  THE MEASUREMENTS TO THE
 BJ4702'REFERENCE MARKS CHECKED SATISFACTORLY AND THE ANGLE BETWEEN THE
 BJ4702'TWO AZIMUTH MARKS CHECKED BY 11 SECONDS.
 BJ4702'
 BJ4702'SEE DESCRIPTION FOR STATION KARR 2 1978.
 BJ4702'
 BJ4702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES SE OF
 BJ4702'JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4703 ***********************************************************************
 BJ4703  DESIGNATION -  KARR 2
 BJ4703  PID         -  BJ4703
 BJ4703  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4703  USGS QUAD   -  JACKSON (1994)
 BJ4703
 BJ4703                         *CURRENT SURVEY CONTROL
 BJ4703  ___________________________________________________________________
 BJ4703* NAD 83(1992)-  30 48 47.83574(N)    091 12 21.49232(W)     ADJUSTED  
 BJ4703* NAVD 88     -        68.2    (meters)     224.     (feet)  VERTCON   
 BJ4703  ___________________________________________________________________
 BJ4703  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BJ4703  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4703
 BJ4703  HORZ ORDER  -  THIRD
 BJ4703
 BJ4703.The horizontal coordinates were established by classical geodetic methods
 BJ4703.and adjusted by the National Geodetic Survey in May 1994..
 BJ4703.No horizontal observational check was made to the station.
 BJ4703
 BJ4703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4703
 BJ4703.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4703
 BJ4703.The geoid height was determined by GEOID03.
 BJ4703
 BJ4703;                    North         East     Units Scale Factor Converg.
 BJ4703;SPC LA S     -   256,430.033 1,012,187.683   MT  1.00002605   +0 03 49.3
 BJ4703;SPC LA S     -   841,304.20  3,320,819.09   sFT  1.00002605   +0 03 49.3
 BJ4703;UTM  15      - 3,410,286.386   671,615.186   MT  0.99996331   +0 55 09.1
 BJ4703
 BJ4703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4703!SPC LA S     -   0.99999357  x   1.00002605  =   1.00001962
 BJ4703!UTM  15      -   0.99999357  x   0.99996331  =   0.99995688
 BJ4703
 BJ4703:                Primary Azimuth Mark                     Grid Az
 BJ4703:SPC LA S     -  KARR AZ MK                               027 03 26.0
 BJ4703:UTM  15      -  KARR AZ MK                               026 12 06.2
 BJ4703
 BJ4703|---------------------------------------------------------------------|
 BJ4703| PID    Reference Object                     Distance      Geod. Az  |
 BJ4703|                                                           dddmmss.s |
 BJ4703| CW1963 KARR AZ MK                                         0270715.3 |
 BJ4703| CW1961 KARR 2 RM 3                          12.500 METERS 04534     |
 BJ4703| CW1962 KARR 2 RM 4                          21.087 METERS 16746     |
 BJ4703| CW1964 KARR AZ MK 2                                       1874421.6 |
 BJ4703| BJ4837 ST FRANCISVILLE TRAN GAS CO MW      APPROX. 9.7 KM 2173732.0 |
 BJ4703| BJ4702 KARR                                 27.770 METERS 28913     |
 BJ4703| BJ4701 KARR LDH 1970 RM 1                   21.565 METERS 33018     |
 BJ4703|---------------------------------------------------------------------|
 BJ4703
 BJ4703                          SUPERSEDED SURVEY CONTROL
 BJ4703
 BJ4703  NAD 83(1992)-  30 48 47.83674(N)    091 12 21.49273(W) AD(       ) 3
 BJ4703  NAD 83(1986)-  30 48 47.85262(N)    091 12 21.48801(W) AD(       ) 3
 BJ4703  NAD 27      -  30 48 47.19848(N)    091 12 21.09771(W) AD(       ) 3
 BJ4703  NGVD 29 (07/19/86)   68.2    (m)          224.     (f) VERT ANG       
 BJ4703
 BJ4703.Superseded values are not recommended for survey control.
 BJ4703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4703.See file dsdata.txt to determine how the superseded data were derived.
 BJ4703
 BJ4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7161510286(NAD 83)
 BJ4703_MARKER: DD = SURVEY DISK
 BJ4703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4703_STAMPING: KARR 2 1978
 BJ4703_MARK LOGO: LADH  
 BJ4703_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4703+STABILITY: SURFACE MOTION
 BJ4703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4703+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1983
 BJ4703
 BJ4703  HISTORY     - Date     Condition        Report By
 BJ4703  HISTORY     - 1978     MONUMENTED       LADH
 BJ4703  HISTORY     - 1981     GOOD             DMA
 BJ4703  HISTORY     - 19830706 GOOD             NGS
 BJ4703
 BJ4703                          STATION DESCRIPTION
 BJ4703
 BJ4703'DESCRIBED BY LA DEPT OF HIGHWAYS 1978 (AKH)
 BJ4703'THE STATION IS LOCATED 2.3 MILES SOUTHWEST OF JACKSON AND 7 MILES
 BJ4703'NORTHWEST OF SLAUGHTER IN THE SW 1/4 OF SECTION 46, T 3S, R 1 W, ON
 BJ4703'THE PROPERTY OWNED BY THE STATE OF LOUISIANA.  IT IS ON THE GROUNDS
 BJ4703'OF THE DIXON MEMORIAL INSTITUTE AND EAST OF THE SOUTHEAST CORNER
 BJ4703'OF THE ADMINISTRATION BUILDING.  65 FEET EAST-SOUTHEAST OF THE
 BJ4703'SOUTHEAST CORNER OF THE BUILDING, 17 FEET SOUTH OF THE PROJECTED
 BJ4703'PLANE OF THE SOUTH WALL OF THE ADMINISTRATION BUILDING, 69.5 FEET
 BJ4703'EAST OF THE CENTER OF THE WELL, 29 FEET WEST OF THE HIGHWAY
 BJ4703'RIGHT-OF-WAY FENCE, 70 FEET WEST OF THE CENTERLINE OF STATE
 BJ4703'HIGHWAY 68, 46 FEET SOUTHWEST OF A 10-INCH PINE TREE, AND 1 FOOT
 BJ4703'EAST OF A METAL WITNESS POST.  IT A LOUISIANA STATE HIGHWAY AND
 BJ4703'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 BJ4703'FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS 36 INCHES BELOW THE
 BJ4703'SURFACE OF THE GROUND.  IT IS STAMPED KARR 2 1978.
 BJ4703'
 BJ4703'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN JACKSON, GO
 BJ4703'EAST ON STATE HIGHWAY 10 FOR 0.4 MILE TO THE JUNCTION WITH STATE
 BJ4703'HIGHWAY 68, TURN RIGHT AND GO SOUTH FOR 1.75 MILE TO THE AZIMUTH
 BJ4703'MARK ON THE LEFT BY AN IRON GATE INTO A FIELD, CONTINUE SOUTH FOR
 BJ4703'0.25 MILE TO THE STATION MARK ON THE RIGHT NEAR THE SOUTHEAST
 BJ4703'CORNER OF THE ADMINISTRATION BUILDING FOR THE DIXON MEMORIAL
 BJ4703'INSTITUTE.
 BJ4703'
 BJ4703'TO REACH KARR AZIMUTH MARK NO. 2 GO SOUTH FROM THE STATION FOR 0.8
 BJ4703'MILE TO THE MARK ON THE RIGHT ABOUT 400 FEET BEFORE REACHING A SIDE
 BJ4703'ROAD RIGHT.
 BJ4703'
 BJ4703'REFERENCE MARK NO. 3 IS 41.02 FEET NORTHEAST OF THE STATION, 47 FEET
 BJ4703'WEST OF THE CENTER OF STATE HIGHWAY 68, 6 FEET WEST OF A FENCE, 11.5
 BJ4703'FEET SOUTHEAST OF A 10-INCH PINE TREE, 18 FEET NORTH OF THE
 BJ4703'PROJECTED PLANE OF THE SOUTH WALL OF THE ADMINISTRATION BUILDING AND
 BJ4703'1 FOOT EAST OF A METAL WITNESS POST.  IT IS A LOUISIANA STATE
 BJ4703'HIGHWAY AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 BJ4703'A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND, STAMPED
 BJ4703'KARR 2 NO 3 1978.
 BJ4703'
 BJ4703'REFERENCE MARK NO. 4 IS 69.20 FEET SOUTHEAST OF THE STATION, 47 FEET
 BJ4703'WEST OF THE CENTER OF STATE HIGHWAY 68, 6 FEET WEST OF THE
 BJ4703'RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A METAL WITNESS POST, 126.5
 BJ4703'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ADMINISTRATION
 BJ4703'BUILDING AND 80 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL
 BJ4703'OF THE ADMINISTRATION BUILDING.  IT IS A STATE HIGHWAY AND COAST
 BJ4703'AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH ROUND
 BJ4703'CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED KARR 2 NO
 BJ4703'4 1978.
 BJ4703'
 BJ4703'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION.  IT IS 34 FEET
 BJ4703'EAST OF THE CENTER OF THE HIGHWAY, 17 FEET NORTH OF THE CENTER OF AN
 BJ4703'IRON GATE ON FILED ROAD, 2 FEET NORTHWEST OF A FENCE, AND 2 FEET
 BJ4703'NORTH OF A METAL WITNESS POST.  IT IS A LOUISIANA STATE HIGHWAY AND
 BJ4703'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH ROUND
 BJ4703'CONCRETE POST PROJECTING 2 INCHES.  IT IS STAMPED KARR AZ MK 1970.
 BJ4703'
 BJ4703'AZIMUTH MARK NO. 2 IS 0.8 MILES SOUTH OF THE STATION, 400 FEET NORTH
 BJ4703'OF THE CENTER OF A GRAVELED ROAD LEADING WEST, 225 FEET SOUTH OF THE
 BJ4703'WEST END OF A CULVERT UNDER THE HIGHWAY, 46 FEET WEST OF THE CENTER
 BJ4703'OF THE HIGHWAY, 2 FEET EAST OF A FENCE AND 2 FEET NORTH OF A METAL
 BJ4703'WITNESS POST.  IT IS A LOUISIANA STATE HIGHWAY AND COAST AND
 BJ4703'GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BJ4703'PROJECTING 4 INCHES.  IT IS STAMPED KARR AZ MK 2 1970.
 BJ4703'
 BJ4703'NEAREST TOWN--JACKSON.
 BJ4703
 BJ4703                          STATION RECOVERY (1981)
 BJ4703
 BJ4703'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (CVM)
 BJ4703'KARR 2 1978 RECOVERED AS DESCRIBED (GOOD).
 BJ4703'
 BJ4703'KARR 2 NO. 3 1978 RECOVERED AS DESCRIBED (GOOD).
 BJ4703'
 BJ4703'KARR 2 NO. 4 1978 RECOVERED AS DESCRIBED (SURFACE OF DISK
 BJ4703'SCRATCHED).
 BJ4703'
 BJ4703'STATION WAS RECOVERED EXACTLY AS DESCRIBED AND ALL MARKS WERE IN GOOD
 BJ4703'CONDITION.  TO REACH DESCRIPTION WAS ADEQUATE.
 BJ4703'
 BJ4703'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES SOUTHEAST OF
 BJ4703'JACKSON.
 BJ4703
 BJ4703                          STATION RECOVERY (1983)
 BJ4703
 BJ4703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RJT)
 BJ4703'THE STATION, REFERENCE MARK NO 3, REFERENCE MARK NO 4, AND AZIMUTH
 BJ4703'MARK NO 2 WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 BJ4703'AZIMUTH MARK 1 WAS FOUND DESTROYED, A SUITABLE PLACE TO SET A NEW
 BJ4703'AZIMUTH MARK COULD NOT BE FOUND.  STATION ST FRANCISVILLE TRAN GAS CO
 BJ4703'MICRO MAST CAN BE USED AS AN ADDITIONAL AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2705 ***********************************************************************
 BX2705  DESIGNATION -  KATE 1919
 BX2705  PID         -  BX2705
 BX2705  STATE/COUNTY-  LA/RAPIDES
 BX2705  USGS QUAD   -  BOYCE (1992)
 BX2705
 BX2705                         *CURRENT SURVEY CONTROL
 BX2705  ___________________________________________________________________
 BX2705* NAD 83(1992)-  31 25 13.87114(N)    092 42 19.20317(W)     ADJUSTED  
 BX2705* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 BX2705  ___________________________________________________________________
 BX2705  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BX2705  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX2705
 BX2705  HORZ ORDER  -  FIRST
 BX2705
 BX2705.The horizontal coordinates were established by classical geodetic methods
 BX2705.and adjusted by the National Geodetic Survey in January 1993..
 BX2705
 BX2705.The orthometric height was scaled from a topographic map.
 BX2705
 BX2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2705
 BX2705.The geoid height was determined by GEOID03.
 BX2705
 BX2705;                    North         East     Units Scale Factor Converg.
 BX2705;SPC LA N     -   102,081.921   980,477.236   MT  0.99995214   -0 06 30.8
 BX2705;SPC LA N     -   334,913.77  3,216,782.40   sFT  0.99995214   -0 06 30.8
 BX2705;UTM  15      - 3,476,245.152   528,006.437   MT  0.99960967   +0 09 13.0
 BX2705
 BX2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2705!SPC LA N     -   1.00000049  x   0.99995214  =   0.99995263
 BX2705!UTM  15      -   1.00000049  x   0.99960967  =   0.99961016
 BX2705
 BX2705:                Primary Azimuth Mark                     Grid Az
 BX2705:SPC LA N     -  CON 1919                                 321 57 57.9
 BX2705:UTM  15      -  CON 1919                                 321 42 14.1
 BX2705
 BX2705|---------------------------------------------------------------------|
 BX2705| PID    Reference Object                     Distance      Geod. Az  |
 BX2705|                                                           dddmmss.s |
 BX2705| BX2709 CON 1919                            APPROX. 0.6 KM 3215127.1 |
 BX2705|---------------------------------------------------------------------|
 BX2705
 BX2705                          SUPERSEDED SURVEY CONTROL
 BX2705
 BX2705  NAD 83(1986)-  31 25 13.89380(N)    092 42 19.19559(W) AD(       ) 1
 BX2705  NAD 27      -  31 25 13.25762(N)    092 42 18.66366(W) AD(       ) 1
 BX2705
 BX2705.Superseded values are not recommended for survey control.
 BX2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2705.See file dsdata.txt to determine how the superseded data were derived.
 BX2705
 BX2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2800676245(NAD 83)
 BX2705_MARKER: S = SPIKE
 BX2705_SETTING: 0 = UNSPECIFIED SETTING
 BX2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2705
 BX2705  HISTORY     - Date     Condition        Report By
 BX2705  HISTORY     - 1919     MONUMENTED       CGS
 BX2705  HISTORY     - 1934     MARK NOT FOUND   LAGS
 BX2705  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2705  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2705
 BX2705                          STATION DESCRIPTION
 BX2705
 BX2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2705'ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ABOUT 1/4 MILE
 BX2705'W OF SIGNBOARD ZIMMERMAN 1 TELEGRAPH POLE W OF MILEBOARD
 BX2705'NO. 212, AND 4.7 METERS (15 FEET) N OF CENTER LINE OF MAIN
 BX2705'TRACK.  MARKED BY SPIKE IN 2-BY 4-INCH STAKE DRIVEN IN GROUND.
 BX2705
 BX2705                          STATION RECOVERY (1934)
 BX2705
 BX2705'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BX2705'STATION NOT RECOVERED.  THE STATION APPARENTLY HAS BEEN
 BX2705'DESTROYED OR COVERED IN THE CONSTRUCTION OF A NEW RAILWAY FILL.
 BX2705
 BX2705                          STATION RECOVERY (1935)
 BX2705
 BX2705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2705'STATION NOT RECOVERED.
 BX2705
 BX2705                          STATION RECOVERY (1999)
 BX2705
 BX2705'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0856 ***********************************************************************
 BX0856  DESIGNATION -  KATIE BOLT
 BX0856  PID         -  BX0856
 BX0856  STATE/COUNTY-  LA/AVOYELLES
 BX0856  USGS QUAD   -  EFFIE (1983)
 BX0856
 BX0856                         *CURRENT SURVEY CONTROL
 BX0856  ___________________________________________________________________
 BX0856* NAD 83(1986)-  31 07 37.     (N)    092 11 20.     (W)     SCALED    
 BX0856* NAVD 88     -        18.00   (+/-2cm)      59.1    (feet)  VERTCON   
 BX0856  ___________________________________________________________________
 BX0856  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BX0856
 BX0856  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0856
 BX0856.The horizontal coordinates were scaled from a topographic map and have
 BX0856.an estimated accuracy of +/- 6 seconds.
 BX0856
 BX0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0856.The vertical order pertains to the NGVD 29 superseded value.
 BX0856
 BX0856.The geoid height was determined by GEOID03.
 BX0856
 BX0856;                    North         East    Units  Estimated Accuracy
 BX0856;SPC LA N     -    69,560.    1,029,670.      MT  (+/- 180 meters Scaled)
 BX0856
 BX0856                          SUPERSEDED SURVEY CONTROL
 BX0856
 BX0856  NGVD 29 (??/??/??)   17.970  (m)           58.96   (f) ADJUSTED    1 2
 BX0856
 BX0856.Superseded values are not recommended for survey control.
 BX0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0856.See file dsdata.txt to determine how the superseded data were derived.
 BX0856
 BX0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ773439(NAD 83)
 BX0856_MARKER: B = BOLT
 BX0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0856_SP_SET: SLAB
 BX0856_STAMPING: KATIE 1930
 BX0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0856
 BX0856  HISTORY     - Date     Condition        Report By
 BX0856  HISTORY     - 1930     MONUMENTED       DOD
 BX0856  HISTORY     - 1966     GOOD             CGS
 BX0856
 BX0856                          STATION DESCRIPTION
 BX0856
 BX0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0856'3.55 MI NE FROM ECHO.
 BX0856'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0856'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, IN SECTION 20, T
 BX0856'2 N, R 3 E, 270 FET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 BX0856'GRAVELED ROAD LEADING NORTH ALONG THE EAST SIDE OF A LEVEE, 31 FEET
 BX0856'SOUTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 228 FEET SOUTHWEST OF
 BX0856'A CONCRETE HEAD WALL, 134 FEET SOUTHWEST OF THE WEST CORNER OF THE
 BX0856'J.R. BRINGOL RESIDENCE, 47 1/2 FEET WEST OF A 22-INCH FORKED TREE IN A
 BX0856'YARD, 3 FEET SOUTHEAST OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 BX0856'THE ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET
 BX0856'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BX0856'BEARING A BRASS CAP AND PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0857 ***********************************************************************
 BX0857  DESIGNATION -  KATIE CAP
 BX0857  PID         -  BX0857
 BX0857  STATE/COUNTY-  LA/AVOYELLES
 BX0857  USGS QUAD   -  EFFIE (1983)
 BX0857
 BX0857                         *CURRENT SURVEY CONTROL
 BX0857  ___________________________________________________________________
 BX0857* NAD 83(1986)-  31 07 37.     (N)    092 11 20.     (W)     SCALED    
 BX0857* NAVD 88     -        19.117  (meters)      62.72   (feet)  ADJUSTED  
 BX0857  ___________________________________________________________________
 BX0857  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BX0857  DYNAMIC HT  -          19.093 (meters)      62.64  (feet)  COMP
 BX0857  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 BX0857
 BX0857  VERT ORDER  -  FIRST     CLASS I
 BX0857
 BX0857.The horizontal coordinates were scaled from a topographic map and have
 BX0857.an estimated accuracy of +/- 6 seconds.
 BX0857
 BX0857.The orthometric height was determined by differential leveling
 BX0857.and adjusted by the National Geodetic Survey in February 1994..
 BX0857
 BX0857.The geoid height was determined by GEOID03.
 BX0857
 BX0857.The dynamic height is computed by dividing the NAVD 88
 BX0857.geopotential number by the normal gravity value computed on the
 BX0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0857.degrees latitude (g = 980.6199 gals.).
 BX0857
 BX0857.The modeled gravity was interpolated from observed gravity values.
 BX0857
 BX0857;                    North         East    Units  Estimated Accuracy
 BX0857;SPC LA N     -    69,560.    1,029,670.      MT  (+/- 180 meters Scaled)
 BX0857
 BX0857                          SUPERSEDED SURVEY CONTROL
 BX0857
 BX0857  NAVD 88 (06/15/91)   19.123  (m)           62.74   (f) UNKNOWN     1 1
 BX0857  NGVD 29 (??/??/??)   19.088  (m)           62.62   (f) ADJUSTED    1 1
 BX0857
 BX0857.Superseded values are not recommended for survey control.
 BX0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0857.See file dsdata.txt to determine how the superseded data were derived.
 BX0857
 BX0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ773439(NAD 83)
 BX0857_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0857_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0857_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0857_STAMPING: KATIE 1930
 BX0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0857
 BX0857  HISTORY     - Date     Condition        Report By
 BX0857  HISTORY     - 1930     MONUMENTED       DOD
 BX0857  HISTORY     - 1966     GOOD             CGS
 BX0857  HISTORY     - 1977     GOOD             NGS
 BX0857
 BX0857                          STATION DESCRIPTION
 BX0857
 BX0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0857'3.55 MI NE FROM ECHO.
 BX0857'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0857'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, IN SECTION 20, T
 BX0857'2 N, R 3 E, 270 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 BX0857'GRAVELED ROAD LEADING NORTH ALONG THE EAST SIDE OF A LEVEE, 31 FEET
 BX0857'SOUTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 228 FEET SOUTHWEST OF
 BX0857'A CONCRETE HEAD WALL, 134 FEET SOUTHWEST OF THE WEST CORNER OF THE
 BX0857'J.R. BRINGOL RESIDENCE, 47 1/2 FEET WEST OF A 22-INCH FORKED TREE IN A
 BX0857'YARD, 3 FEET SOUTHEAST OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 BX0857'THE ROAD, A 4-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 18
 BX0857'INCHES.
 BX0857
 BX0857                          STATION RECOVERY (1977)
 BX0857
 BX0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3198 ***********************************************************************
 CQ3198  DESIGNATION -  KCS RR SHOPS CONCRETE STACK
 CQ3198  PID         -  CQ3198
 CQ3198  STATE/COUNTY-  LA/CADDO
 CQ3198  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3198
 CQ3198                         *CURRENT SURVEY CONTROL
 CQ3198  ___________________________________________________________________
 CQ3198* NAD 83(1992)-  32 29 36.72768(N)    093 46 07.90781(W)     ADJUSTED  
 CQ3198* NAVD 88     -                                                        
 CQ3198  ___________________________________________________________________
 CQ3198  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ3198  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ3198
 CQ3198  HORZ ORDER  -  THIRD
 CQ3198
 CQ3198.The horizontal coordinates were established by classical geodetic methods
 CQ3198.and adjusted by the National Geodetic Survey in February 1996..
 CQ3198
 CQ3198
 CQ3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3198
 CQ3198.The geoid height was determined by GEOID03.
 CQ3198
 CQ3198;                    North         East     Units Scale Factor Converg.
 CQ3198;SPC LA N     -   221,735.639   880,754.696   MT  0.99996510   -0 40 15.1
 CQ3198;SPC LA N     -   727,477.68  2,889,609.37   sFT  0.99996510   -0 40 15.1
 CQ3198;UTM  15      - 3,595,402.878   427,767.532   MT  0.99966434   -0 24 47.0
 CQ3198
 CQ3198                          SUPERSEDED SURVEY CONTROL
 CQ3198
 CQ3198  NAD 83(1992)-  32 29 36.72776(N)    093 46 07.90692(W) AD(       ) 4
 CQ3198  NAD 83(1986)-  32 29 36.73889(N)    093 46 07.89698(W) AD(       ) 4
 CQ3198  NAD 27      -  32 29 36.19500(N)    093 46 07.24700(W) AD(       ) 3
 CQ3198
 CQ3198.Superseded values are not recommended for survey control.
 CQ3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3198.See file dsdata.txt to determine how the superseded data were derived.
 CQ3198
 CQ3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2776895403(NAD 83)
 CQ3198_MARKER: 63 = STACK
 CQ3198
 CQ3198  HISTORY     - Date     Condition        Report By
 CQ3198  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3198  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3198
 CQ3198                          STATION DESCRIPTION
 CQ3198
 CQ3198'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0926 ***********************************************************************
 AT0926  DESIGNATION -  KEEL
 AT0926  PID         -  AT0926
 AT0926  STATE/COUNTY-  LA/ST BERNARD
 AT0926  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0926
 AT0926                         *CURRENT SURVEY CONTROL
 AT0926  ___________________________________________________________________
 AT0926* NAD 83(1992)-  29 53 46.46051(N)    089 13 17.16717(W)     ADJUSTED  
 AT0926* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0926  ___________________________________________________________________
 AT0926  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AT0926  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AT0926
 AT0926  HORZ ORDER  -  SECOND
 AT0926
 AT0926.The horizontal coordinates were established by classical geodetic methods
 AT0926.and adjusted by the National Geodetic Survey in May 1994..
 AT0926
 AT0926.The orthometric height was scaled from a topographic map.
 AT0926
 AT0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0926
 AT0926.The geoid height was determined by GEOID03.
 AT0926
 AT0926;                    North         East     Units Scale Factor Converg.
 AT0926;SPC LA S     -   156,644.714 1,203,954.476   MT  0.99992740   +1 03 21.5
 AT0926;SPC LA S     -   513,925.20  3,949,973.98   sFT  0.99992740   +1 03 21.5
 AT0926;UTM  16      - 3,309,361.153   285,497.930   MT  1.00016772   -1 06 27.6
 AT0926
 AT0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0926!SPC LA S     -   1.00000410  x   0.99992740  =   0.99993150
 AT0926!UTM  16      -   1.00000410  x   1.00016772  =   1.00017182
 AT0926
 AT0926|---------------------------------------------------------------------|
 AT0926| PID    Reference Object                     Distance      Geod. Az  |
 AT0926|                                                           dddmmss.s |
 AT0926| DD7277 KEEL RM 1                            21.200 METERS 06848     |
 AT0926| DD7278 KEEL RM 2                            22.588 METERS 09647     |
 AT0926| AT0983 SKIF 1934                           APPROX.10.0 KM 2364748.9 |
 AT0926|---------------------------------------------------------------------|
 AT0926
 AT0926                          SUPERSEDED SURVEY CONTROL
 AT0926
 AT0926  NAD 83(1992)-  29 53 46.46702(N)    089 13 17.15929(W) AD(       ) 2
 AT0926  NAD 83(1986)-  29 53 46.46884(N)    089 13 17.16098(W) AD(       ) 2
 AT0926  NAD 27      -  29 53 45.74200(N)    089 13 17.01700(W) AD(       ) 2
 AT0926
 AT0926.Superseded values are not recommended for survey control.
 AT0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0926.See file dsdata.txt to determine how the superseded data were derived.
 AT0926
 AT0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8549809361(NAD 83)
 AT0926_MARKER: DS = TRIANGULATION STATION DISK
 AT0926_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0926_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0926
 AT0926  HISTORY     - Date     Condition        Report By
 AT0926  HISTORY     - 1934     MONUMENTED       CGS
 AT0926  HISTORY     - 1934     GOOD             CGS
 AT0926  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT0926
 AT0926                          STATION DESCRIPTION
 AT0926
 AT0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0926'THE STATION IS LOCATED ON THE NE SIDE OF KEELBOAT PASS ON THE W END
 AT0926'OF THE MORE
 AT0926'NORTHERLY OF THE TWO ISLANDS FORMING MITCHELL KEY.
 AT0926'LOCATED 26 METERS FROM THE E
 AT0926'END OF THE ISLAND, 9 METERS FROM THE N
 AT0926'SHORE AND 9 METERS FROM THE S SHORE IN THICK
 AT0926'SCRUB MANGROVE GROWTH.
 AT0926'
 AT0926'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP OF
 AT0926'A TILE WHICH IS
 AT0926'FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF A
 AT0926'LONG WOODEN PILE DRIVEN INTO THE
 AT0926'MARSH.
 AT0926'
 AT0926'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS SET IN
 AT0926'CONCRETE.
 AT0926'BOTH MARKS ARE CAST AROUND 2 BY 4
 AT0926'CYPRESS PILES.
 AT0926'
 AT0926'A 30-FOOT SIGNAL SEES ALL STATION.
 AT0926
 AT0926                          STATION RECOVERY (1934)
 AT0926
 AT0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT0926'STATION RECOVERED.  ON THE W EXTREMITY OF THE LONG, NARROW ISLAND
 AT0926'WHICH LIES IN THE
 AT0926'NW OF A SMALL GROUP WHICH FORM WHAT IS KNOWN AS
 AT0926'MITCHELL KEY.  THIS KEY IS LOCATED
 AT0926'SE OF DRUM BAY AND TO THE W OF
 AT0926'CHANDELEUR SOUND.  THE STATION IS 26.3 METERS FROM
 AT0926'THE WATERS EDGE ON
 AT0926'THE W, 8.8 METERS FROM THE WATERS EDGE ON THE N AND 7.6 METERS FROM
 AT0926'THE WATERS EDGE ON
 AT0926'THE S.
 AT0926'
 AT0926'REFERENCE MARK NO. 1 IS 21.200 METERS TO THE NE OF THE STATION AND
 AT0926'7.5 METERS FROM
 AT0926'THE WATERS EDGE ON THE N.
 AT0926'
 AT0926'REFERENCE MARK NO. 2 IS 22.588 METERS TO THE SE OF THE STATION AND
 AT0926'7.3 METERS FROM
 AT0926'THE WATERS EDGE ON THE S.
 AT0926'
 AT0926'ANGLE AT R. M. NO. 1, R. M. NO. 2 TO STATION 83 DEG 16 MIN.
 AT0926'
 AT0926'ANGLE AT R. M. NO. 2, STATION TO R. M. NO. 1 68 DEG 44 MIN.
 AT0926
 AT0926                          STATION RECOVERY (1952)
 AT0926
 AT0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0926'STATION AND BOTH REFERENCE MARKS LOST.  A THOROUGH SEARCH OF THE AREA
 AT0926'BY A TWO-MAN PARTY
 AT0926'FAILED TO DISCLOSE ANY TRACE OF THE STATION.
 AT0926'FIELD PARTIES OF VARIOUS OIL
 AT0926'EXPLORATION CONCERNS HAVE SEARCHED THE
 AT0926'AREA AT VARIOUS TIMES WITH NO SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0927 ***********************************************************************
 AT0927  DESIGNATION -  KEEL 2
 AT0927  PID         -  AT0927
 AT0927  STATE/COUNTY-  LA/ST BERNARD
 AT0927  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0927
 AT0927                         *CURRENT SURVEY CONTROL
 AT0927  ___________________________________________________________________
 AT0927* NAD 83(1992)-  29 53 35.18008(N)    089 13 30.02767(W)     ADJUSTED  
 AT0927* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0927  ___________________________________________________________________
 AT0927  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AT0927  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AT0927
 AT0927  HORZ ORDER  -  THIRD
 AT0927
 AT0927.The horizontal coordinates were established by classical geodetic methods
 AT0927.and adjusted by the National Geodetic Survey in May 1994..
 AT0927
 AT0927.The orthometric height was scaled from a topographic map.
 AT0927
 AT0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0927
 AT0927.The geoid height was determined by GEOID03.
 AT0927
 AT0927;                    North         East     Units Scale Factor Converg.
 AT0927;SPC LA S     -   156,291.099 1,203,615.907   MT  0.99992750   +1 03 15.1
 AT0927;SPC LA S     -   512,765.05  3,948,863.19   sFT  0.99992750   +1 03 15.1
 AT0927;UTM  16      - 3,309,020.491   285,146.168   MT  1.00016958   -1 06 33.6
 AT0927
 AT0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0927!SPC LA S     -   1.00000410  x   0.99992750  =   0.99993160
 AT0927!UTM  16      -   1.00000410  x   1.00016958  =   1.00017368
 AT0927
 AT0927|---------------------------------------------------------------------|
 AT0927| PID    Reference Object                     Distance      Geod. Az  |
 AT0927|                                                           dddmmss.s |
 AT0927| AT0935 KEEL 2 RM 1 1970                     26.971 METERS 02918     |
 AT0927| AT0929 KEEL 2 AZ MK                        APPROX. 1.2 KM 0735000.4 |
 AT0927| DD7281 KEEL 2 RM 2                          26.099 METERS 12429     |
 AT0927|---------------------------------------------------------------------|
 AT0927
 AT0927                          SUPERSEDED SURVEY CONTROL
 AT0927
 AT0927  NAD 83(1992)-  29 53 35.18787(N)    089 13 30.02194(W) AD(       ) 3
 AT0927  NAD 83(1986)-  29 53 35.19004(N)    089 13 30.02277(W) AD(       ) 3
 AT0927  NAD 27      -  29 53 34.47100(N)    089 13 29.86900(W) AD(       ) 3
 AT0927
 AT0927.Superseded values are not recommended for survey control.
 AT0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0927.See file dsdata.txt to determine how the superseded data were derived.
 AT0927
 AT0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8514609020(NAD 83)
 AT0927_MARKER: DS = TRIANGULATION STATION DISK
 AT0927_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0927_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0927
 AT0927  HISTORY     - Date     Condition        Report By
 AT0927  HISTORY     - 1952     MONUMENTED       CGS
 AT0927  HISTORY     - 1955     GOOD             CGS
 AT0927  HISTORY     - 1966     GOOD             CGS
 AT0927  HISTORY     - 1970     GOOD             NGS
 AT0927
 AT0927                          STATION DESCRIPTION
 AT0927
 AT0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0927'LOCATED ON THE W SIDE OF CHANDELEUR SOUND ON THE W TIP OF MITCHELL
 AT0927'ISLAND, ABOUT 12
 AT0927'MILES SSW OF DOOR POINT, ABOUT 12 MILES N OF POINT
 AT0927'CHICOT, 185 FEET NW OF APPARENT
 AT0927'SHORELINE, 252 FEET SE OF APPARENT
 AT0927'SHORELINE, AND 218 FEET E OF A SHELL BANK ON POINT
 AT0927'OF ISLAND.
 AT0927'
 AT0927'STATION MARK IS A STANDARD DISK, STAMPED KEEL 2 1952 SET IN THE
 AT0927'TOP OF A 6-INCH
 AT0927'TILE FILLED WITH CONCRETE WHICH IS SUPPORTED BY A
 AT0927'2X4X8 DRIVEN INTO THE MARSH.
 AT0927'MONUMENT PROJECTS 18 INCHES ABOVE THE
 AT0927'MARSH.
 AT0927'
 AT0927'R. M. 1 IS A STANDARD DISK, STAMPED KEEL 2 NO 1 1952, SET IN THE
 AT0927'TOP OF A 6-INCH
 AT0927'TILE FILLED WITH CONCRETE WHICH IS SUPPORTED BY A
 AT0927'2X4X8 DRIVEN INTO THE MARSH.
 AT0927'MONUMENT PROJECTS 12 INCHES ABOVE THE
 AT0927'MARSH.
 AT0927'
 AT0927'R. M. 2 IS A STANDARD DISK, STAMPED KEEL 2 NO 2 1952, SET IN THE
 AT0927'TOP OF A 6-INCH
 AT0927'TILE FILLED WITH CONCRETE WHICH IS SUPPORTED BY A
 AT0927'2X4X8 DRIVEN INTO THE MARSH.
 AT0927'MONUMENT PROJECTS 12 INCHES ABOVE THE
 AT0927'MARSH.
 AT0927'
 AT0927'HEIGHT OF INSTRUMENT ABOVE STATION MARK - 1 METER.
 AT0927
 AT0927                          STATION RECOVERY (1955)
 AT0927
 AT0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0927'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 AT0927'CONDITION.  DUE TO
 AT0927'CHANGES IN THE SHORELINE OF THE ISLAND NEW
 AT0927'MEASUREMENTS HAVE BEEN MADE.  THE
 AT0927'STATION MARK, IS 414 FEET NORTHWEST
 AT0927'OF THE APPARENT SHORELINE OF AN INDENTATION IN THE
 AT0927'SOUTH SHORE OF THE
 AT0927'ISLAND, 256 FEET SOUTH OF THE APPARENT NORTH SHORELINE, 218 FEET EAST
 AT0927'OF THE EAST END OF
 AT0927'A SHELL BANK ON THE WEST END OF THE ISLAND, AND
 AT0927'145 FEET NORTH OF THE APPARENT SOUTH
 AT0927'SHORELINE.
 AT0927
 AT0927                          STATION RECOVERY (1966)
 AT0927
 AT0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0927'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN GOOD
 AT0927'CONDITION.  BOTH
 AT0927'REFERENCE MARKS WERE FOUND LEANING SLIGHTLY.  THE
 AT0927'DISTANCE TO THE REFERENCE MARKS
 AT0927'CHECKED.  THE ANGLE BETWEEN THE
 AT0927'REFERENCE MARKS WAS FOUND TO BE 6 MINUTES AND 0.08
 AT0927'SECONDS SMALLER
 AT0927'THAN THE PREVIOUS ANGLE.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 AT0927'TIME BY MEANS OF
 AT0927'TELLUROMETER AND FOUR POSITION ANGLE DETERMINATION
 AT0927'IN THE EVENT THE STATION IS LOST
 AT0927'DUE TO EROSION.
 AT0927'
 AT0927'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 AT0927'
 AT0927'STATION IS ABOUT 3 MILES SOUTH OF MARTIN ISLAND, 3 MILES NORTH OF PT.
 AT0927'COMFORT AND ON THE
 AT0927'WEST TIP OF MITCHELL ISLAND AT THE WEST SIDE OF
 AT0927'CHANDELEUR SOUND.
 AT0927'
 AT0927'STATION MARK, A STANDARD DISK STAMPED KEEL 2 1952, IS SET IN THE TOP
 AT0927'OF A 6 INCH
 AT0927'TERRACOTTA TILE WHICH PROJECTS 7 INCHES.  IT IS 180 FEET
 AT0927'SOUTHEAST OF THE WATERS EDGE,
 AT0927'38 FEET NORTH OF THE WATERS EDGE AND
 AT0927'4.5 FEET NORTH OF A METAL WITNESS POST.
 AT0927'
 AT0927'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KEEL 2 NO 1 1952, IS
 AT0927'SET IN THE TOP OF
 AT0927'A 6 INCH TERRACOTTA TILE WHICH PROJECTS 6 INCHES.
 AT0927'IT IS 135 FEET EAST OF THE WATERS
 AT0927'EDGE AND 93 FEET NORTH OF THE METAL
 AT0927'WITNESS POST.
 AT0927'
 AT0927'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KEEL 2 NO 2 1952, IS
 AT0927'SET IN THE TOP OF
 AT0927'A 6 INCH TERRACOTTA TILE WHICH PROJECTS 6 INCHES.
 AT0927'IT IS 84.3 FEET EAST OF THE METAL
 AT0927'WITNESS POST AND 39 FEET NORTH OF
 AT0927'THE WATERS EDGE.
 AT0927'
 AT0927'AZIMUTH MARK, A STANDARD DISK STAMPED KEEL 2 1952 1966, IS CRIMPED TO
 AT0927'THE TOP OF A 5/8
 AT0927'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT0927'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT0927'WHICH PROJECTS 2 FEET.  IT IS 150
 AT0927'FEET SOUTH OF THE WATERS EDGE AND 4.3 FEET
 AT0927'WEST-SOUTHWEST OF A METAL
 AT0927'WITNESS POST.
 AT0927'
 AT0927'STATION CAN BE REACHED BY FLOAT PLANE, HELICOPTER OR BOAT ONLY.
 AT0927
 AT0927                          STATION RECOVERY (1970)
 AT0927
 AT0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0927'THE STATION WAS VISITED 3/26/70 AND REFERENCE MARK NO. 1 AND THE
 AT0927'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION MARK AND
 AT0927'REFERENCE MARK NO. 2 WERE LOST DUE TO EROSION.  THE AZIMUTH MARK
 AT0927'ESTABLISHED IN 1966 HAD A POSITION AND WAS USED AS THE NEW
 AT0927'STATION.  FOR MORE INFORMATION SEE DESCRIPTION FOR STATION KEEL 2
 AT0927'1952 AZIMUTH MARK 1966.  A NEW DESCRIPTION FOR KEEL 2 R.M. NO. 1 1952
 AT0927'FOLLOWS--
 AT0927'
 AT0927'THE MARK IS LOCATED ABOUT 3 MILES SOUTH OF MARTIN ISLAND, 3 MILES
 AT0927'NORTH OF POINT COMFORT AND ON THE WEST TIP OF THE WEST SECTION OF
 AT0927'MITCHELL ISLAND.  THE ISLAND HAS BEEN SEPARATED BY STORMS AND IS
 AT0927'NOW IN TWO PARTS.  IT IS ON THE EXTREME WEST TIP OF THE WESTERN
 AT0927'SECTION OF THE ISLAND, 90 FEET EAST OF THE WEST MOST POINT OF
 AT0927'LAND, 60 FEET NORTHEAST OF THE SOUTHWEST SHORELINE, AND 90 FEET
 AT0927'SOUTHEAST OF THE NORTHWEST SHORELINE.  IT IS A C AND GS REFERENCE
 AT0927'MARK DISK, STAMPED KEEL 2 NO 1 1952, SET IN THE TOP OF A 6 INCH
 AT0927'TILE FILLED WITH CONCRETE WHICH IS SUPPORTED BY A 2 BY 4
 AT0927'INCH BOARD 8 FEET LONG DRIVEN INTO THE MARSH, AND PROJECTS 1 FOOT.
 AT0927'
 AT0927'THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0927'
 AT0927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--42 MILES NORTHEAST
 AT0927'OF EMPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0929 ***********************************************************************
 AT0929  DESIGNATION -  KEEL 2 AZ MK
 AT0929  PID         -  AT0929
 AT0929  STATE/COUNTY-  LA/ST BERNARD
 AT0929  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0929
 AT0929                         *CURRENT SURVEY CONTROL
 AT0929  ___________________________________________________________________
 AT0929* NAD 83(1992)-  29 53 46.04490(N)    089 12 47.00648(W)     ADJUSTED  
 AT0929* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0929  ___________________________________________________________________
 AT0929  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AT0929  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AT0929
 AT0929  HORZ ORDER  -  THIRD
 AT0929
 AT0929.The horizontal coordinates were established by classical geodetic methods
 AT0929.and adjusted by the National Geodetic Survey in May 1994..
 AT0929.No horizontal observational check was made to the station.
 AT0929
 AT0929.The orthometric height was scaled from a topographic map.
 AT0929
 AT0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0929
 AT0929.The geoid height was determined by GEOID03.
 AT0929
 AT0929;                    North         East     Units Scale Factor Converg.
 AT0929;SPC LA S     -   156,646.861 1,204,763.715   MT  0.99992741   +1 03 36.6
 AT0929;SPC LA S     -   513,932.24  3,952,628.95   sFT  0.99992741   +1 03 36.6
 AT0929;UTM  16      - 3,309,332.741   286,306.865   MT  1.00016344   -1 06 12.5
 AT0929
 AT0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0929!SPC LA S     -   1.00000410  x   0.99992741  =   0.99993151
 AT0929!UTM  16      -   1.00000410  x   1.00016344  =   1.00016754
 AT0929
 AT0929:                Primary Azimuth Mark                     Grid Az
 AT0929:SPC LA S     -  KEEL 2 AZ MK AZIMUTH                     087 20 06.1
 AT0929:UTM  16      -  KEEL 2 AZ MK AZIMUTH                     089 29 55.2
 AT0929
 AT0929|---------------------------------------------------------------------|
 AT0929| PID    Reference Object                     Distance      Geod. Az  |
 AT0929|                                                           dddmmss.s |
 AT0929| AT0934 KEEL 2 AZ MK AZIMUTH                APPROX. 0.6 KM 0882342.7 |
 AT0929| DD7279 KEEL 2 AZ MK RM 3                    18.590 METERS 15828     |
 AT0929| DD7280 KEEL 2 AZ MK RM 4                    17.580 METERS 25147     |
 AT0929| AT0935 KEEL 2 RM 1 1970                    APPROX. 1.2 KM 2544520.9 |
 AT0929|---------------------------------------------------------------------|
 AT0929
 AT0929                          SUPERSEDED SURVEY CONTROL
 AT0929
 AT0929  NAD 83(1992)-  29 53 46.05273(N)    089 12 47.00076(W) AD(       ) 3
 AT0929  NAD 83(1986)-  29 53 46.05476(N)    089 12 47.00154(W) AD(       ) 3
 AT0929  NAD 27      -  29 53 45.33600(N)    089 12 46.84900(W) AD(       ) 3
 AT0929
 AT0929.Superseded values are not recommended for survey control.
 AT0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0929.See file dsdata.txt to determine how the superseded data were derived.
 AT0929
 AT0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8630709333(NAD 83)
 AT0929_MARKER: DZ = AZIMUTH MARK DISK
 AT0929_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0929+WITH SETTING: INFORMATION.
 AT0929_SP_SET: PREFABRICATED CONCRETE POST
 AT0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0929
 AT0929  HISTORY     - Date     Condition        Report By
 AT0929  HISTORY     - 1966     MONUMENTED       CGS
 AT0929  HISTORY     - 1970     GOOD             NGS
 AT0929
 AT0929                          STATION DESCRIPTION
 AT0929
 AT0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT0929'AZIMUTH MARK, A STANDARD DISK STAMPED KEEL 2 1952 1966, IS CRIMPED TO
 AT0929'THE TOP OF A 5/8
 AT0929'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT0929'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT0929'WHICH PROJECTS 2 FEET.  IT IS 150
 AT0929'FEET SOUTH OF THE WATERS EDGE AND 4.3 FEET
 AT0929'WEST-SOUTHWEST OF A METAL
 AT0929'WITNESS POST.
 AT0929
 AT0929                          STATION RECOVERY (1970)
 AT0929
 AT0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0929'THE STATION WAS VISITED 3/26/70.  THE STATION IS THE AZIMUTH MARK
 AT0929'FOR KEEL 2 1952, SET IN 1966 AND A POSITION DETERMINED BY
 AT0929'TELLUROMETER TRAVERSE.  THIS MARK WAS RECOVERED AND FOUND IN GOOD
 AT0929'CONDITION.  REFERENCE MARKS 3 AND 4, AND AN AZIMUTH MARK WERE
 AT0929'ESTABLISHED FOR THIS STATION AT THIS TIME.
 AT0929'
 AT0929'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF MARTIN ISLAND, 3 MILES
 AT0929'NORTH OF POINT COMFORT ON THE NORTH EDGE OF THE EAST AND LARGEST
 AT0929'SECTION OF MITCHELL ISLAND AND ABOUT 1/2 MILES EAST OF THE WEST TIP
 AT0929'OF THE ISLAND.  IT IS 105 FEET SOUTH OF THE NORTH SHORELINE AND 3
 AT0929'FEET SOUTH OF A METAL WITNESS POST.  IT IS A C AND GS AZIMUTH
 AT0929'MARK DISK, STAMPED KEEL 2 1952 1966, CRIMPED TO THE TOP OF A
 AT0929'COPPER COATED STEEL ROD DRIVEN 30 FEET INTO THE MARSH AND PROJECTING
 AT0929'2 FEET.  IT IS PROTECTED BY A 4 FOOT SECTION OF ORANGEBURG PIPE
 AT0929'THAT ALSO PROJECTS 2 FEET.
 AT0929'
 AT0929'REFERENCE MARK NO. 3 IS 60.99 FEET SOUTH OF THE STATION.  IT IS 165
 AT0929'FEET SOUTH OF THE NORTH SHORELINE OF THE ISLAND.  IT IS A C AND GS
 AT0929'REFERENCE MARK DISK, STAMPED KEEL 2 AZI 1952 1966 NO 3 1970,
 AT0929'CRIMPED TO THE TOP OF COPPER COATED STEEL ROD DRIVEN 22 FEET INTO
 AT0929'THE MARSH AND PROJECTING 18 INCHES.  IT IS PROTECTED BY A 4 FOOT
 AT0929'SECTION OF ORANGEBURG PIPE THAT ALSO PROJECTS 18 INCHES.
 AT0929'
 AT0929'REFERENCE MARK NO 4 IS 57.67 FEET WEST OF THE STATION.  IT IS 105
 AT0929'FEET SOUTH OF THE NORTH SHORELINE AND 1 FOOT SOUTH OF A WITNESS
 AT0929'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED KEEL 2 AZI
 AT0929'1952 1966 NO 4 1970, CRIMPED TO THE TOP OF A COPPER COATED STEEL
 AT0929'ROD DRIVEN 22 FEET INTO THE MARSH AND PROJECTS 18 INCHES.  IT
 AT0929'IS PROTECTED BY A 4 FOOT SECTION OF ORANGEBURG PIPE THAT
 AT0929'ALSO PROJECTS 18 INCHES.
 AT0929'
 AT0929'THE AZIMUTH MARK IS ABOUT 1/3 MILE EAST OF THE STATION.  IT IS IN
 AT0929'ABOUT THE NORTHSOUTH CENTER OF THE ISLAND AND ABOUT 500 FEET WEST OF
 AT0929'THE WEST EDGE OF A BAY THAT IS AT THE EAST END OF THE ISLAND AND
 AT0929'1.5 FEET WEST OF A WITNESS POST.  IT IS A C AND GS AZIMUTH MARK
 AT0929'DISK, IT IS PROTECTED BY A 4 FOOT SECTION OF ORANGEBURG PIPE
 AT0929'THAT ALSO PROJECTS 18 INCHES.
 AT0929'
 AT0929'THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0929'
 AT0929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--42 MILES NORTHEAST
 AT0929'OF EMPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0934 ***********************************************************************
 AT0934  DESIGNATION -  KEEL 2 AZ MK AZIMUTH
 AT0934  PID         -  AT0934
 AT0934  STATE/COUNTY-  LA/ST BERNARD
 AT0934  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0934
 AT0934                         *CURRENT SURVEY CONTROL
 AT0934  ___________________________________________________________________
 AT0934* NAD 83(1992)-  29 53 46.63419(N)    089 12 22.84119(W)     ADJUSTED  
 AT0934* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0934  ___________________________________________________________________
 AT0934  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AT0934  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AT0934
 AT0934  HORZ ORDER  -  THIRD
 AT0934
 AT0934.The horizontal coordinates were established by classical geodetic methods
 AT0934.and adjusted by the National Geodetic Survey in May 1994..
 AT0934.No horizontal observational check was made to the station.
 AT0934
 AT0934.The orthometric height was scaled from a topographic map.
 AT0934
 AT0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0934
 AT0934.The geoid height was determined by GEOID03.
 AT0934
 AT0934;                    North         East     Units Scale Factor Converg.
 AT0934;SPC LA S     -   156,677.016 1,205,411.565   MT  0.99992740   +1 03 48.7
 AT0934;SPC LA S     -   514,031.18  3,954,754.44   sFT  0.99992740   +1 03 48.7
 AT0934;UTM  16      - 3,309,338.417   286,955.544   MT  1.00016003   -1 06 00.5
 AT0934
 AT0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0934!SPC LA S     -   1.00000410  x   0.99992740  =   0.99993150
 AT0934!UTM  16      -   1.00000410  x   1.00016003  =   1.00016413
 AT0934
 AT0934                          SUPERSEDED SURVEY CONTROL
 AT0934
 AT0934  NAD 83(1992)-  29 53 46.64204(N)    089 12 22.83548(W) AD(       ) 3
 AT0934  NAD 83(1986)-  29 53 46.64399(N)    089 12 22.83625(W) AD(       ) 3
 AT0934  NAD 27      -  29 53 45.92528(N)    089 12 22.68438(W) AD(       ) 3
 AT0934
 AT0934.Superseded values are not recommended for survey control.
 AT0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0934.See file dsdata.txt to determine how the superseded data were derived.
 AT0934
 AT0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8695609338(NAD 83)
 AT0934_MARKER: DZ = AZIMUTH MARK DISK
 AT0934_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0934+WITH SETTING: INFORMATION.
 AT0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0934
 AT0934  HISTORY     - Date     Condition        Report By
 AT0934  HISTORY     - 1970     MONUMENTED       NGS
 AT0934
 AT0934                          STATION DESCRIPTION
 AT0934
 AT0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0934'THE AZIMUTH MARK IS ABOUT 1/3 MILE EAST OF THE STATION.  IT IS IN
 AT0934'ABOUT THE NORTH-SOUTH CENTER OF THE ISLAND AND ABOUT 500 FEET WEST
 AT0934'OF THE WEST EDGE OF A BAY THAT IS AT THE EAST END OF THE ISLAND AND
 AT0934'1.5 FEET WEST OF A WITNESS POST.  IT IS A C AND GS AZIMUTH MARK
 AT0934'DISK, STAMPED KEEL AZ 1952 1966 1970, CRIMPED TO THE TOP OF A COPPER
 AT0934'COATED STEEL ROD DRIVEN 22 FEET INTO THE MARSH AND PROJECTING 18
 AT0934'INCHES.  IT IS PROTECTED BY A 4 FOOT SECTION OF ORANGEBURG PIPE
 AT0934'THAT ALSO PROJECTS 18 INCHES.
 AT0934'
 AT0934'THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0934'
 AT0934'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--42 MILES NORTHEAST
 AT0934'OF EMPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0935 ***********************************************************************
 AT0935  DESIGNATION -  KEEL 2 RM 1 1970
 AT0935  PID         -  AT0935
 AT0935  STATE/COUNTY-  LA/ST BERNARD
 AT0935  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0935
 AT0935                         *CURRENT SURVEY CONTROL
 AT0935  ___________________________________________________________________
 AT0935* NAD 83(1992)-  29 53 35.94394(N)    089 13 29.53576(W)     ADJUSTED  
 AT0935* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0935  ___________________________________________________________________
 AT0935  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AT0935  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AT0935
 AT0935  HORZ ORDER  -  THIRD
 AT0935
 AT0935.The horizontal coordinates were established by classical geodetic methods
 AT0935.and adjusted by the National Geodetic Survey in May 1994..
 AT0935.No horizontal observational check was made to the station.
 AT0935
 AT0935.The orthometric height was scaled from a topographic map.
 AT0935
 AT0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0935
 AT0935.The geoid height was determined by GEOID03.
 AT0935
 AT0935;                    North         East     Units Scale Factor Converg.
 AT0935;SPC LA S     -   156,314.857 1,203,628.670   MT  0.99992750   +1 03 15.3
 AT0935;SPC LA S     -   512,842.99  3,948,905.06   sFT  0.99992750   +1 03 15.3
 AT0935;UTM  16      - 3,309,043.756   285,159.821   MT  1.00016951   -1 06 33.4
 AT0935
 AT0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0935!SPC LA S     -   1.00000410  x   0.99992750  =   0.99993160
 AT0935!UTM  16      -   1.00000410  x   1.00016951  =   1.00017361
 AT0935
 AT0935                          SUPERSEDED SURVEY CONTROL
 AT0935
 AT0935  NAD 83(1992)-  29 53 35.95172(N)    089 13 29.53002(W) AD(       ) 3
 AT0935  NAD 83(1986)-  29 53 35.95389(N)    089 13 29.53086(W) AD(       ) 3
 AT0935  NAD 27      -  29 53 35.23479(N)    089 13 29.37715(W) AD(       ) 3
 AT0935
 AT0935.Superseded values are not recommended for survey control.
 AT0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0935.See file dsdata.txt to determine how the superseded data were derived.
 AT0935
 AT0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8516009044(NAD 83)
 AT0935_MARKER: DR = REFERENCE MARK DISK
 AT0935_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0935_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0935
 AT0935  HISTORY     - Date     Condition        Report By
 AT0935  HISTORY     - 1970     MONUMENTED       NGS
 AT0935
 AT0935                          STATION DESCRIPTION
 AT0935
 AT0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0935'THE MARK IS LOCATED ABOUT 3 MILES SOUTH OF MARTIN ISLAND, 3 MILES
 AT0935'NORTH OF POINT COMFORT AND ON THE WEST TIP OF THE WEST SECTION OF
 AT0935'MITCHELL ISLAND.  THE ISLAND HAS BEEN SEPARATED BY STORMS AND IS
 AT0935'NOW IN TWO PARTS.  IT IS ON THE EXTREME WEST TIP OF THE WESTERN
 AT0935'SECTION OF THE ISLAND, 90 FEET EAST OF THE WEST MOST POINT OF
 AT0935'LAND, 60 FEET NORTHEAST OF THE SOUTHWEST SHORELINE, AND 90 FEET
 AT0935'SOUTHEAST OF THE NORTHWEST SHORELINE.  IT IS A C AND GS REFERENCE
 AT0935'MARK DISK, STAMPED KEEL 2 NO 1 1952, SET IN THE TOP OF A 6 INCH
 AT0935'TILE FILLED WITH CONCRETE WHICH IS SUPPORTED BY A 2 BY 4
 AT0935'INCH BOARD 8 FEET LONG DRIVEN INTO THE MARSH, AND PROJECTS 1
 AT0935'FOOT.
 AT0935'
 AT0935'THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0935'
 AT0935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--42 MILES NORTHEAST
 AT0935'OF EMPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2093 ***********************************************************************
 BJ2093  DESIGNATION -  KEELBOAT CAP
 BJ2093  PID         -  BJ2093
 BJ2093  STATE/COUNTY-  LA/IBERIA
 BJ2093  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2093
 BJ2093                         *CURRENT SURVEY CONTROL
 BJ2093  ___________________________________________________________________
 BJ2093* NAD 83(1986)-  30 01 47.     (N)    091 27 56.     (W)     SCALED    
 BJ2093* NAVD 88     -         1.24   (+/-2cm)       4.1    (feet)  VERTCON   
 BJ2093  ___________________________________________________________________
 BJ2093  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BJ2093
 BJ2093  VERT ORDER  -  ? (See Below)
 BJ2093
 BJ2093.The horizontal coordinates were scaled from a topographic map and have
 BJ2093.an estimated accuracy of +/- 6 seconds.
 BJ2093
 BJ2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2093.The vertical order pertains to the NGVD 29 superseded value.
 BJ2093
 BJ2093.The geoid height was determined by GEOID03.
 BJ2093
 BJ2093;                    North         East    Units  Estimated Accuracy
 BJ2093;SPC LA S     -   169,570.      987,250.      MT  (+/- 180 meters Scaled)
 BJ2093
 BJ2093                          SUPERSEDED SURVEY CONTROL
 BJ2093
 BJ2093  NGVD 29 (??/??/??)    1.272  (m)            4.17   (f) ADJUSTED    ?  
 BJ2093
 BJ2093.Superseded values are not recommended for survey control.
 BJ2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2093.See file dsdata.txt to determine how the superseded data were derived.
 BJ2093
 BJ2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP479230(NAD 83)
 BJ2093_MARKER: P = PIPE CAP
 BJ2093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2093
 BJ2093  HISTORY     - Date     Condition        Report By
 BJ2093  HISTORY     - UNK      MONUMENTED       DOD
 BJ2093  HISTORY     - 1936     GOOD             DOD
 BJ2093
 BJ2093                          STATION DESCRIPTION
 BJ2093
 BJ2093'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2093'0.75 MI NW FROM HOG ISLAND.
 BJ2093'ACROSS KEELBOAT PASS FROM HOG ISLAND, IBERIA PARISH, ABOUT 3/4 MILE
 BJ2093'NORTHWEST OF CATFISH BAYOU, DUE EAST OF A POINT ABOUT 475 FEET ABOVE
 BJ2093'THE SOUTHERN END OF HOG ISLAND, ABOUT 175 FEET NORTH OF RANGE 17 OF
 BJ2093'THE ATCHAFALAYA BASIN CROSS SECTIONS, AND ABOUT 100 FEET EAST OF
 BJ2093'KEELBOAT PASS.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2093'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2926 ***********************************************************************
 AU2926  DESIGNATION -  KEET CS 1955
 AU2926  PID         -  AU2926
 AU2926  STATE/COUNTY-  LA/LAFOURCHE
 AU2926  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2926
 AU2926                         *CURRENT SURVEY CONTROL
 AU2926  ___________________________________________________________________
 AU2926* NAD 83(1992)-  29 15 53.68206(N)    090 06 18.88908(W)     ADJUSTED  
 AU2926* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2926  **This station is located in a subsidence area (see below).
 AU2926  ___________________________________________________________________
 AU2926  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AU2926  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AU2926
 AU2926  HORZ ORDER  -  THIRD
 AU2926
 AU2926.The horizontal coordinates were established by classical geodetic methods
 AU2926.and adjusted by the National Geodetic Survey in January 1993..
 AU2926
 AU2926 ** The orthometric height has not been validated since last determined
 AU2926 ** by differential leveling and should not be used for control purposes.
 AU2926 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2926 ** area with valid NAVD 88 orthometric heights.
 AU2926 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2926 ** epoch indicated which incorporates improved geoid heights for the
 AU2926 ** Southern Louisiana Subsidence area.
 AU2926 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2926.The orthometric height was scaled from a topographic map.
 AU2926
 AU2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2926
 AU2926.The geoid height was determined by GEOID03.
 AU2926
 AU2926;                    North         East     Units Scale Factor Converg.
 AU2926;SPC LA S     -    85,428.025 1,119,355.629   MT  1.00000761   +0 36 50.6
 AU2926;SPC LA S     -   280,275.11  3,672,419.26   sFT  1.00000761   +0 36 50.6
 AU2926;UTM  15      - 3,240,811.682   781,289.764   MT  1.00057647   +1 24 57.7
 AU2926
 AU2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2926!SPC LA S     -   1.00000378  x   1.00000761  =   1.00001139
 AU2926!UTM  15      -   1.00000378  x   1.00057647  =   1.00058025
 AU2926
 AU2926                          SUPERSEDED SURVEY CONTROL
 AU2926
 AU2926  NAD 83(1986)-  29 15 53.69680(N)    090 06 18.89883(W) AD(       ) 3
 AU2926  NAD 27      -  29 15 52.88100(N)    090 06 18.62300(W) AD(       ) 3
 AU2926
 AU2926.Superseded values are not recommended for survey control.
 AU2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2926.See file dsdata.txt to determine how the superseded data were derived.
 AU2926
 AU2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8129040812(NAD 83)
 AU2926_MARKER: B = BOLT
 AU2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2926+STABILITY: SURFACE MOTION
 AU2926
 AU2926  HISTORY     - Date     Condition        Report By
 AU2926  HISTORY     - 1955     MONUMENTED       CITGO
 AU2926  HISTORY     - 1959     GOOD             HUMBLE
 AU2926
 AU2926                          STATION DESCRIPTION
 AU2926
 AU2926'DESCRIBED BY CITIES SERVICE COMPANY 1955 (IHW)
 AU2926'CITIES SERVICE OIL CO.  TRIANGULATION STATION KEET 1955 STAMPED
 AU2926'ON TOP 1 IN SG. BRASS BOLT WHICH IS SET IN TOP OF A 6 IN DIA.
 AU2926'CONC. MON. USING A STOVE PIPE AS A FORM AND PROJECTS ABOUT 6 IN.
 AU2926'THIS MON. IS SET IN TOP OF A NEW SPOIL BANK ON SOUTH SIDE OF THE
 AU2926'S.W. LOUISIANA CANAL AT ITS MOUTH 72 FT FR THE WATERS EDGE AT
 AU2926'THE SOUTH BANK.  IT IS 215 FT TO POINT OF LAND IN AN EASTERLY
 AU2926'DIRECTION MARKING THE MOST EASTERLY POINT OF THE CANAL.
 AU2926
 AU2926                          STATION RECOVERY (1959)
 AU2926
 AU2926'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959 (CEM)
 AU2926'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0050 ***********************************************************************
 BW0050  DESIGNATION -  KELLER 2 BOLT
 BW0050  PID         -  BW0050
 BW0050  STATE/COUNTY-  LA/POINTE COUPEE
 BW0050  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0050
 BW0050                         *CURRENT SURVEY CONTROL
 BW0050  ___________________________________________________________________
 BW0050* NAD 83(1986)-  31 00 24.     (N)    091 42 22.     (W)     SCALED    
 BW0050* NAVD 88     -        14.464  (meters)      47.45   (feet)  ADJUSTED  
 BW0050  ___________________________________________________________________
 BW0050  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW0050  DYNAMIC HT  -          14.446 (meters)      47.39  (feet)  COMP
 BW0050  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 BW0050
 BW0050  VERT ORDER  -  FIRST     CLASS I
 BW0050
 BW0050.The horizontal coordinates were scaled from a topographic map and have
 BW0050.an estimated accuracy of +/- 6 seconds.
 BW0050
 BW0050.The orthometric height was determined by differential leveling
 BW0050.and adjusted by the National Geodetic Survey in February 1994..
 BW0050
 BW0050.The geoid height was determined by GEOID03.
 BW0050
 BW0050.The dynamic height is computed by dividing the NAVD 88
 BW0050.geopotential number by the normal gravity value computed on the
 BW0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0050.degrees latitude (g = 980.6199 gals.).
 BW0050
 BW0050.The modeled gravity was interpolated from observed gravity values.
 BW0050
 BW0050;                    North         East    Units  Estimated Accuracy
 BW0050;SPC LA S     -   277,920.      964,400.      MT  (+/- 180 meters Scaled)
 BW0050
 BW0050                          SUPERSEDED SURVEY CONTROL
 BW0050
 BW0050  NAVD 88 (06/15/91)   14.490  (m)           47.54   (f) UNKNOWN     1 1
 BW0050  NGVD 29 (??/??/??)   14.444  (m)           47.39   (f) ADJUSTED    1 1
 BW0050
 BW0050.Superseded values are not recommended for survey control.
 BW0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0050.See file dsdata.txt to determine how the superseded data were derived.
 BW0050
 BW0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ235310(NAD 83)
 BW0050_MARKER: B = BOLT
 BW0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0050_SP_SET: TILE
 BW0050_STAMPING: PBM KELLER 2
 BW0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0050
 BW0050  HISTORY     - Date     Condition        Report By
 BW0050  HISTORY     - UNK      MONUMENTED       DOD
 BW0050  HISTORY     - 1964     GOOD             NGS
 BW0050  HISTORY     - 1976     GOOD             NGS
 BW0050  HISTORY     - 1976     GOOD             NGS
 BW0050
 BW0050                          STATION DESCRIPTION
 BW0050
 BW0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BW0050'1.9 MI NW FROM TORRAS.
 BW0050'ABOUT 1.9 MILES NORTHWEST ALONG STATE ROAD 418 FROM THE MT. CARMEL
 BW0050'CHURCH AT TORRAS, ABOUT 0.7 MILE SOUTHEAST OF THE JUNCTION OF STATE
 BW0050'ROAD 970, IN THE FRONT YARD OF A RED HOUSE OCCUPIED BY COLORED PEOPLE,
 BW0050'38 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 155 FEET SOUTHEAST
 BW0050'OF THE CENTER LINE OF A LEVEE, 47 FEET NORTHWEST OF THE NORTHWEST
 BW0050'CORNER OF THE HOUSE, 38 FEET EAST OF A 20-INCH SYCAMORE TREE, 12 FEET
 BW0050'SOUTHEAST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, A
 BW0050'COPPER BOLT SET IN A TILE ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BW0050'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A
 BW0050'CAP WHICH PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BW0050
 BW0050                          STATION RECOVERY (1976)
 BW0050
 BW0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0050'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 418 FROM THE JUNCTION WITH
 BW0050'STATE HIGHWAY 15 AT TORRAS, 0.6 MILES NORTHEAST OF THE
 BW0050'JUNCTION OF HIGHWAY 418 AND 970, 47.5 FT NORTHWEST OF THE
 BW0050'WEST CORNER OF A RED PAINTED WOOD HOUSE, 42 FT SOUTHEAST OF
 BW0050'THE CENTER LINE OF THE HIGHWAY, 38.5 FT. EAST OF A 30-INCH
 BW0050'SYCAMORE TREE, 12.5 FT. SOUTHEAST OF A FENCE LINE, A COPPER
 BW0050'BOLT SET IN A CONCRETE SLAB ABOUT 3 FT BELOW THE GROUND,
 BW0050'ACCESS IS HAD THROUGH A 4-INCH IRON PIPE AND CAP STAMPED
 BW0050'PBM KELLER 2 AND PROJECTS 1.5 FT ABOVE THE GROUND.
 BW0050
 BW0050                          STATION RECOVERY (1976)
 BW0050
 BW0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0050'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 418 FROM THE JUNCTION WITH
 BW0050'STATE HIGHWAY 15 AT TORRAS, 0.6 MILES NORTHEAST OF THE
 BW0050'JUNCTION OF HIGHWAY 418 AND 970, 47.5 FT NORTHWEST OF THE
 BW0050'WEST CORNER OF A RED PAINTED WOOD HOUSE, 42 FT SOUTHEAST OF
 BW0050'THE CENTER LINE OF THE HIGHWAY, 38.5 FT. EAST OF A 30-INCH
 BW0050'SYCAMORE TREE, 12.5 FT. SOUTHEAST OF A FENCE LINE, A COPPER
 BW0050'BOLT SET IN A CONCRETE SLAB ABOUT 3 FT BELOW THE GROUND,
 BW0050'ACCESS IS HAD THROUGH A 4-INCH IRON PIPE AND CAP STAMPED
 BW0050'PBM KELLER 2 AND PROJECTS 1.5 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2797 ***********************************************************************
 AU2797  DESIGNATION -  KELLY
 AU2797  PID         -  AU2797
 AU2797  STATE/COUNTY-  LA/JEFFERSON
 AU2797  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2797
 AU2797                         *CURRENT SURVEY CONTROL
 AU2797  ___________________________________________________________________
 AU2797* NAD 83(1992)-  29 52 58.38178(N)    090 12 56.04880(W)     ADJUSTED  
 AU2797* NAVD 88     -        -1.5  **(meters)      -5.   **(feet)  VERTCON   
 AU2797  **This station is located in a subsidence area (see below).
 AU2797  ___________________________________________________________________
 AU2797  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2797  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AU2797
 AU2797  HORZ ORDER  -  FIRST
 AU2797
 AU2797.The horizontal coordinates were established by classical geodetic methods
 AU2797.and adjusted by the National Geodetic Survey in January 1993..
 AU2797
 AU2797 ** The orthometric height has not been validated since last determined
 AU2797 ** by differential leveling and should not be used for control purposes.
 AU2797 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2797 ** area with valid NAVD 88 orthometric heights.
 AU2797 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2797 ** epoch indicated which incorporates improved geoid heights for the
 AU2797 ** Southern Louisiana Subsidence area.
 AU2797 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2797
 AU2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2797
 AU2797.The geoid height was determined by GEOID03.
 AU2797
 AU2797;                    North         East     Units Scale Factor Converg.
 AU2797;SPC LA S     -   153,811.454 1,107,965.821   MT  0.99992785   +0 33 32.0
 AU2797;SPC LA S     -   504,629.75  3,635,051.20   sFT  0.99992785   +0 33 32.0
 AU2797;UTM  15      - 3,309,065.309   768,920.376   MT  1.00049236   +1 23 17.2
 AU2797
 AU2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2797!SPC LA S     -   1.00000430  x   0.99992785  =   0.99993215
 AU2797!UTM  15      -   1.00000430  x   1.00049236  =   1.00049666
 AU2797
 AU2797|---------------------------------------------------------------------|
 AU2797| PID    Reference Object                     Distance      Geod. Az  |
 AU2797|                                                           dddmmss.s |
 AU2797| DD7282 KELLY RM 1                           28.565 METERS 02601     |
 AU2797| DD7284 KELLY RM 3                                         0772459.0 |
 AU2797| DD7283 KELLY RM 2                           28.794 METERS 08636     |
 AU2797| AU2156 PUMP                                APPROX.12.9 KM 1355332.4 |
 AU2797|---------------------------------------------------------------------|
 AU2797
 AU2797                          SUPERSEDED SURVEY CONTROL
 AU2797
 AU2797  NAD 83(1986)-  29 52 58.39817(N)    090 12 56.04905(W) AD(       ) 1
 AU2797  NAD 27      -  29 52 57.65573(N)    090 12 55.77457(W) AD(       ) 1
 AU2797  NGVD 29 (07/19/86)   -1.4    (m)           -5.     (f) VERT ANG       
 AU2797
 AU2797.Superseded values are not recommended for survey control.
 AU2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2797.See file dsdata.txt to determine how the superseded data were derived.
 AU2797
 AU2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6892009065(NAD 83)
 AU2797_MARKER: DS = TRIANGULATION STATION DISK
 AU2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2797
 AU2797  HISTORY     - Date     Condition        Report By
 AU2797  HISTORY     - 1972     MONUMENTED       NGS
 AU2797
 AU2797                          STATION DESCRIPTION
 AU2797
 AU2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2797'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 AU2797'
 AU2797'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 AU2797'
 AU2797'THE STATION IS ABOUT 4 MILES SOUTHWEST OF BRIDGE CITY, 2.5 MILES
 AU2797'SOUTH OF WAGGAMAN, 1.5 MILES NORTH OF THE NORTH EDGE OF LAKE
 AU2797'CATAOUATCHE, IN THE SOUTH EDGE OF SECTION 43, T 13 S, R 22 E, AND
 AU2797'ON LAND OWNED BY THE ELBILCO COMPANY.  PERMISSION WAS GRANTED BY
 AU2797'MR. E.F. KELLY, 245 S. JAMIE BOULEVARD, AVONDALE, LOUISIANA,
 AU2797'TELEPHONE NUMBER 776-1400.
 AU2797'
 AU2797'TO REACH THE STATION FROM THE SOUTH END OF THE HUEY P. LONG BRIDGE IN
 AU2797'BRIDGE CITY, GO SOUTH-SOUTHWEST AND WEST ON U.S. HIGHWAY 90 FOR 3.0
 AU2797'MILES TO S. JAMIE BOULEVARD.  TURN LEFT AND GO SOUTH-SOUTHWEST ON
 AU2797'S.  JAMIE BOULEVARD FOR 1.2 MILES TO THE END OF S. JAMIE BOULEVARD,
 AU2797'CONTINUE SOUTH-SOUTHWEST ON A SAND ROAD FOR 0.1 MILE TO A SMALL
 AU2797'CANAL, CONTINUE SOUTH-SOUTHWEST ALONG THE WEST SIDE OF THE CANAL FOR
 AU2797'0.7 MILE TO THE MAIN CANAL AND THE AZIMUTH MARK ON THE LEFT.  TURN
 AU2797'RIGHT AND GO SOUTHWESTERLY ALONG THE NORTH SIDE OF THE MAIN CANAL FOR
 AU2797'0.1 MILE TO THE END OF TRUCK TRAVEL AND THE STATION.
 AU2797'
 AU2797'STATION MARKS ARE STANDARD DISKS STAMPED KELLY 1972.  THE SURFACE
 AU2797'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2797'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET NORTH OF THE
 AU2797'CANALS NORTH BANK, 27 FEET WEST OF THE TRACK ROAD TURNAROUND AND
 AU2797'6 FEET EAST- NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 AU2797'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 AU2797'THE GROUND SURFACE.
 AU2797'
 AU2797'REFERENCE MARK 1, A STANDARD DISK STAMPED KELLY NO 1 1972, IS SET IN
 AU2797'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 AU2797'INCHES ABOVE THE GROUND SURFACE.  IT IS 98 FEET NORTHEAST OF THE
 AU2797'METAL WITNESS POST.
 AU2797'
 AU2797'REFERENCE MARK 2, A STANDARD DISK STAMPED KELLY NO 2 1972, IS SET IN
 AU2797'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 AU2797'INCHES ABOVE THE GROUND SURFACE.  IT IS 10 FEET NORTH OF THE CANAL
 AU2797'AND 8 FEET SOUTH OF THE TRACK ROAD.
 AU2797'
 AU2797'REFERENCE MARK 3, A STANDARD DISK STAMPED KELLY NO 3 1972, IS SET IN
 AU2797'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 AU2797'INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET SOUTHWEST OF THE
 AU2797'TRACK ROAD AND 11 FEET NORTHWEST OF THE CANALS JUNCTION.
 AU2797'
 AU2797'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0574 ***********************************************************************
 BW0574  DESIGNATION -  KEMPE BEND BOLT
 BW0574  PID         -  BW0574
 BW0574  STATE/COUNTY-  LA/TENSAS
 BW0574  USGS QUAD   -  CHAMBLEE (1994)
 BW0574
 BW0574                         *CURRENT SURVEY CONTROL
 BW0574  ___________________________________________________________________
 BW0574* NAD 83(1986)-  31 51 33.     (N)    091 20 06.     (W)     SCALED    
 BW0574* NAVD 88     -        19.36   (+/-2cm)      63.5    (feet)  VERTCON   
 BW0574  ___________________________________________________________________
 BW0574  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0574
 BW0574  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0574
 BW0574.The horizontal coordinates were scaled from a topographic map and have
 BW0574.an estimated accuracy of +/- 6 seconds.
 BW0574
 BW0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0574.The vertical order pertains to the NGVD 29 superseded value.
 BW0574
 BW0574.The geoid height was determined by GEOID03.
 BW0574
 BW0574;                    North         East    Units  Estimated Accuracy
 BW0574;SPC LA N     -   151,290.    1,110,240.      MT  (+/- 180 meters Scaled)
 BW0574
 BW0574                          SUPERSEDED SURVEY CONTROL
 BW0574
 BW0574  NGVD 29 (??/??/92)   19.367  (m)           63.54   (f) ADJ UNCH    1 2
 BW0574
 BW0574.Superseded values are not recommended for survey control.
 BW0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0574.See file dsdata.txt to determine how the superseded data were derived.
 BW0574
 BW0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR575260(NAD 83)
 BW0574_MARKER: B = BOLT
 BW0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0574_SP_SET: TILE
 BW0574_STAMPING: KEMPE BEND
 BW0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0574
 BW0574  HISTORY     - Date     Condition        Report By
 BW0574  HISTORY     - UNK      MONUMENTED       DOD
 BW0574  HISTORY     - 1938     GOOD             NGS
 BW0574
 BW0574                          STATION DESCRIPTION
 BW0574
 BW0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0574'5.0 MI NE FROM WATER PROOF.
 BW0574'P. B. M. IS A TILE AND PIPE WITH BRASS CAP ON THE RIGHT BANK OF MISS.
 BW0574'RIVER, IN TENSAS PARISH, LA.  ABOUT MIDWAY OF KEMPE BEND AND ABOUT 2
 BW0574'1/4 MILES UPSTREAM FROM GOLDMANS LDG.  ON THE PROPERTY OF G. C.
 BW0574'GOLDMAN, KNOWN AS THE MILLER RIDGE PROPERTY.  IN OPEN UNCULTIVATED
 BW0574'FIELD WHICH WAS ONCE AN OLD CABIN SITE.  109 METERS LANDWARD OF WHAT
 BW0574'IS NOW THE OLD LEVEE, AT A POINT 60 METERS UPSTREAM FROM A PROMINENT
 BW0574'ANGLE TO LEFT, WHICH IS THE UPSTREAM END OF A LONG TANGENT.  93 METERS
 BW0574'SOUTH OF CHOCTAW BAYOU.  78.8 METERS LANDWARD OF A FENCE LINE WHICH
 BW0574'RUNS PARALLEL TO LEVEE.  20.7 METERS DIRECTLY DOWNSTREAM FROM A LARGE
 BW0574'24 IN. CHINABERRY TREE. TOP OF CAP IS 14 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0573 ***********************************************************************
 BW0573  DESIGNATION -  KEMPE BEND CAP
 BW0573  PID         -  BW0573
 BW0573  STATE/COUNTY-  LA/TENSAS
 BW0573  USGS QUAD   -  CHAMBLEE (1994)
 BW0573
 BW0573                         *CURRENT SURVEY CONTROL
 BW0573  ___________________________________________________________________
 BW0573* NAD 83(1986)-  31 51 33.     (N)    091 20 06.     (W)     SCALED    
 BW0573* NAVD 88     -        20.57   (+/-2cm)      67.5    (feet)  VERTCON   
 BW0573  ___________________________________________________________________
 BW0573  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0573
 BW0573  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0573
 BW0573.The horizontal coordinates were scaled from a topographic map and have
 BW0573.an estimated accuracy of +/- 6 seconds.
 BW0573
 BW0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0573.The vertical order pertains to the NGVD 29 superseded value.
 BW0573
 BW0573.The geoid height was determined by GEOID03.
 BW0573
 BW0573;                    North         East    Units  Estimated Accuracy
 BW0573;SPC LA N     -   151,290.    1,110,240.      MT  (+/- 180 meters Scaled)
 BW0573
 BW0573                          SUPERSEDED SURVEY CONTROL
 BW0573
 BW0573  NGVD 29 (??/??/92)   20.577  (m)           67.51   (f) ADJ UNCH    1 2
 BW0573
 BW0573.Superseded values are not recommended for survey control.
 BW0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0573.See file dsdata.txt to determine how the superseded data were derived.
 BW0573
 BW0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR575260(NAD 83)
 BW0573_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0573_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0573_STAMPING: KEMPE BEND
 BW0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0573
 BW0573  HISTORY     - Date     Condition        Report By
 BW0573  HISTORY     - UNK      MONUMENTED       DOD
 BW0573  HISTORY     - 1938     GOOD             NGS
 BW0573
 BW0573                          STATION DESCRIPTION
 BW0573
 BW0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0573'5.0 MI NE FROM WATER PROOF.
 BW0573'P. B. M. IS A TILE AND PIPE WITH BRASS CAP ON THE RIGHT BANK OF MISS.
 BW0573'RIVER, IN TENSAS PARISH, LA.  ABOUT MIDWAY OF KEMPE BEND AND ABOUT 2
 BW0573'1/4 MILES UPSTREAM FROM GOLDMANS LDG.  ON THE PROPERTY OF G. C.
 BW0573'GOLDMAN, KNOWN AS THE MILLER RIDGE PROPERTY.  IN OPEN UNCULITVATED
 BW0573'FIELD WHICH WAS ONCE AN OLD CABIN SITE.  109 METERS LANDWARD OF WHAT
 BW0573'IS NOW THE OLD LEVEE, AT A POINT 60 METERS UPSTREAM FROM A PROMINENT
 BW0573'ANGLE TO LEFT, WHICH IS THE UPSTREAM END OF A LONG TANGENT.  93 METERS
 BW0573'SOUTH OF CHOCTAW BAYOU.  78.8 METERS LANDWARD OF A FENCE LINE WHICH
 BW0573'RUNS PARALLEL TO LEVEE.  20.7 METERS DIRECTLY DOWNSTREAM FROM A LARGE
 BW0573'24 IN. CHINABERRY TREE.  TOP OF CAP IS 14 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3301 ***********************************************************************
 AU3301  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU3301  DESIGNATION -  KENN
 AU3301  PID         -  AU3301
 AU3301  STATE/COUNTY-  LA/JEFFERSON
 AU3301  USGS QUAD   -  LULING (1992)
 AU3301
 AU3301                         *CURRENT SURVEY CONTROL
 AU3301  ___________________________________________________________________
 AU3301* NAD 83(1992)-  29 58 25.76767(N)    090 16 48.28574(W)     ADJUSTED  
 AU3301* NAVD 88     -         7.31 **(meters)      24.0  **(feet)  GPS OBS(2004.65)
 AU3301  **This station is located in a subsidence area (see below).
 AU3301  ___________________________________________________________________
 AU3301  X           -     -27,030.719 (meters)                     COMP
 AU3301  Y           -  -5,529,624.535 (meters)                     COMP
 AU3301  Z           -   3,167,851.132 (meters)                     COMP
 AU3301  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU3301  ELLIP HEIGHT-         -18.79  (meters)          (05/09/05) GPS OBS
 AU3301  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU3301
 AU3301  HORZ ORDER  -  B
 AU3301  ELLP ORDER  -  FOURTH    CLASS II
 AU3301
 AU3301.The horizontal coordinates were established by GPS observations
 AU3301.and adjusted by the National Geodetic Survey in May 2005..
 AU3301
 AU3301 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3301 ** and geoid heights are valid at the date of observation. These heights
 AU3301 ** must always be validated when used as control.
 AU3301 ** The orthometric height was determined by GPS observations using
 AU3301 ** precise GPS observation and processing techniques and a new
 AU3301 ** realization of GEOID03. It supersedes the leveled height previously
 AU3301 ** determined for this station.
 AU3301 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3301 ** epoch indicated which incorporates improved geoid heights for the
 AU3301 ** Southern Louisiana Subsidence area.
 AU3301 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3301.The orthometric height was determined by GPS observations and a
 AU3301.high-resolution geoid model using precise GPS observation and
 AU3301.processing techniques. It supersedes the leveled height previously
 AU3301.determined for this station.
 AU3301
 AU3301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3301
 AU3301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3301
 AU3301.The ellipsoidal height was determined by GPS observations
 AU3301.and is referenced to NAD 83.
 AU3301
 AU3301.The geoid height was determined by GEOID03.
 AU3301
 AU3301;                    North         East     Units Scale Factor Converg.
 AU3301;SPC LA S     -   163,832.130 1,101,642.248   MT  0.99992586   +0 31 35.9
 AU3301;SPC LA S     -   537,505.91  3,614,304.61   sFT  0.99992586   +0 31 35.9
 AU3301;UTM  15      - 3,318,998.609   762,448.591   MT  1.00044990   +1 21 34.8
 AU3301
 AU3301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3301!SPC LA S     -   1.00000295  x   0.99992586  =   0.99992881
 AU3301!UTM  15      -   1.00000295  x   1.00044990  =   1.00045285
 AU3301
 AU3301                          SUPERSEDED SURVEY CONTROL
 AU3301
 AU3301  ELLIP H (09/30/02)  -18.75   (m)                       GP(       ) 4 2
 AU3301  NAD 83(1992)-  29 58 25.76678(N)    090 16 48.28473(W) AD(       ) 1
 AU3301  ELLIP H (01/21/93)  -18.73   (m)                       GP(       ) 4 2
 AU3301  NAD 83(1986)-  29 58 25.78354(N)    090 16 48.28456(W) AD(       ) 1
 AU3301  NAD 27      -  29 58 25.05072(N)    090 16 48.00492(W) AD(       ) 1
 AU3301  NAVD 88 (12/05/96)    7.475  (m)           24.52   (f) ADJUSTED    1 2
 AU3301  NGVD 29 (05/20/88)    7.5    (m)           25.     (f) GPS OBS        
 AU3301
 AU3301.Superseded values are not recommended for survey control.
 AU3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3301.See file dsdata.txt to determine how the superseded data were derived.
 AU3301
 AU3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6244918999(NAD 83)
 AU3301_MARKER: DD = SURVEY DISK
 AU3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3301_STAMPING: KENN JPE 1987
 AU3301_MARK LOGO: NGS   
 AU3301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3301+STABILITY: SURFACE MOTION
 AU3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3301+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2002
 AU3301
 AU3301  HISTORY     - Date     Condition        Report By
 AU3301  HISTORY     - 1987     MONUMENTED       LADTD
 AU3301  HISTORY     - 19941201 GOOD             NGS
 AU3301  HISTORY     - 20021119 GOOD             3001
 AU3301
 AU3301                          STATION DESCRIPTION
 AU3301
 AU3301'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3301'THE STATION IS LOCATED IN THE EXTREME NORTHWEST CORNER OF KENNER,
 AU3301'ON THE JEFFERSON-ST CHARLES PARISH LINE ON THE CROWN OF THE
 AU3301'MISSISSIPPI RIVER LEVEE.
 AU3301'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICT, C/O BILL MIDDLETON,
 AU3301'CIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA  70123
 AU3301'PHONE  504-733-0087.
 AU3301'
 AU3301'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3301'WILLIAMS BOULEVARD, GO SOUTH FOR 3.85 KM (2.4 MI) ON WILLAIMS
 AU3301'BOULEVARD TO ITS JUNCTION WITH STATE HIGHWAY 48 AT THE MISSISSIPPI
 AU3301'RIVER LEVEE.
 AU3301'TURN RIGHT AND GO WEST FOR 1.24 KM (0.8 MI) ON HIGHWAY 48 TO A
 AU3301'CEMETARY ON THE RIGHT.
 AU3301'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.9 KM (1.2 MI) ON HIGHWAY
 AU3301'48 TO A LEVEE RAMP ON THE LEFT ON THE OUTSIDE OF A CURVE IN THE
 AU3301'ROAD.
 AU3301'TURN LEFT (SOUTHEAST) UP THE RAMP TO THE LEVEE ROAD.
 AU3301'TURN RIGHT AND GO WEST FOR 0.2 KM (0.15 MI) ON THE LEVEE ROAD TO
 AU3301'THE STATION ON THE RIGHT JUST BEFORE REACHING A NAVIGATION AID.
 AU3301'
 AU3301'THE STATION IS A STANDARD NGS DISK
 AU3301'STAMPED---KENN JPE 1987---,
 AU3301'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3301'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3301'34.7 METERS (113.8 FT) SOUTHEAST FROM A UTILITY POLE AT THE FOOT OF
 AU3301'THE LEVEE,
 AU3301'12 METERS (39.7 FT) NORTHEAST FROM THE CORNER OF A CONCRETE PAD
 AU3301'AT THE NAVIGATION AID,
 AU3301'11.8 METERS (38.7 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST AND
 AU3301'4.8 METERS (15.8 FT) NORTHWEST FROM THE LEVEE ROAD CENTER.
 AU3301'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3301'STAMPED---KENN JPE 1987---,
 AU3301'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AU3301
 AU3301                          STATION RECOVERY (1994)
 AU3301
 AU3301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3301'0.8 KM (0.50 MI) WESTERLY ALONG AIRLINE HIGHWAY (U.S. HIGHWAY 61) FROM
 AU3301'THE JUNCTION OF STATE HIGHWAY 49 (WILLIAMS BOULEVARD) IN KENNER,
 AU3301'THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG GEORGE STREET, THENCE 2.4 KM
 AU3301'(1.50 MI) WESTERLY ALONG STATE HIGHWAY 48, THENCE 0.05 KM (0.05 MI)
 AU3301'SOUTHWESTERLY ALONG A SHELL ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY
 AU3301'ALONG A LEVEE, 11.9 M (39.0 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER
 AU3301'OF THE CONCRETE FOOTING FOR A TOWER SUPPORTING A RIVER NAVIGATIONAL
 AU3301'AID, 4.6 M (15.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE LEVEE, 0.6 M
 AU3301'(2.0 FT) BELOW THE TOP OF THE LEVEE, AND THE MONUMENT IS FLUSH WITH
 AU3301'THE GROUND SURFACE.
 AU3301
 AU3301                          STATION RECOVERY (2002)
 AU3301
 AU3301'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AU3301'THE STATION IS LOCATED IN LULING, 0.5 MILES SOUTH OF HWY 61, 5.8 MILES
 AU3301'NORTHEAST OF THE  LULING BRIDGE OVER THE MISSISSIPPI RIVER, 6.8 MILES
 AU3301'WEST NORTHWEST OF THE HUEY P LONG BRIDGE OVER THE MISSISSIPPI RIVER.
 AU3301' 
 AU3301'OWNERSHIP- COE   TO REACH THE STATION FROM THE INTERSECTION OF
 AU3301'WILLIAMS BLVD AND HWY 48 (LEVEE RD) GO  WEST ON HWY 48 FOR 2.09 MILES
 AU3301'TO A CENTERLINE RANGE TOWER ON LEFT JUST NORTH OF THE CROWN OF LEVEE.
 AU3301'THE STATION IS 39' EAST NORTHEAST OF THE NORTH EAST CORNER OF THE CONC
 AU3301'FOOTING FOR A  TOWER SUPPORT A RIVER NAVAGATION  RANGE, 15' NORTH
 AU3301'NORTHEAST OF THE   CENTERLINE OF LEVEE, STATION IS A HORIZ. DISK SET
 AU3301'FLUSH WITH LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3291 ***********************************************************************
 BH3291  DESIGNATION -  KENN AZ MK
 BH3291  PID         -  BH3291
 BH3291  STATE/COUNTY-  LA/WASHINGTON
 BH3291  USGS QUAD   -  STATE LINE (1982)
 BH3291
 BH3291                         *CURRENT SURVEY CONTROL
 BH3291  ___________________________________________________________________
 BH3291* NAD 83(1992)-  30 58 46.41839(N)    089 55 41.39178(W)     ADJUSTED  
 BH3291* NAVD 88     -        88.5    (meters)     290.     (feet)  VERTCON   
 BH3291  ___________________________________________________________________
 BH3291  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BH3291  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BH3291
 BH3291  HORZ ORDER  -  THIRD
 BH3291
 BH3291.The horizontal coordinates were established by classical geodetic methods
 BH3291.and adjusted by the National Geodetic Survey in May 1994..
 BH3291
 BH3291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3291
 BH3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3291
 BH3291.The geoid height was determined by GEOID03.
 BH3291
 BH3291;                    North         East     Units Scale Factor Converg.
 BH3291;SPC LA S     -   275,681.494 1,134,234.459   MT  1.00007140   +0 42 09.4
 BH3291;SPC LA S     -   904,465.03  3,721,234.22   sFT  1.00007140   +0 42 09.4
 BH3291;SPC MS W     -   164,081.189   738,701.830   MT  0.99996847   +0 12 30.8
 BH3291;SPC MS W     -   538,323.03  2,423,557.59   sFT  0.99996847   +0 12 30.8
 BH3291;UTM  16      - 3,431,017.076   220,342.428   MT  1.00056483   -1 30 29.5
 BH3291;UTM  15      - 3,431,387.394   793,385.131   MT  1.00066190   +1 34 56.3
 BH3291
 BH3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3291!SPC LA S     -   0.99999044  x   1.00007140  =   1.00006184
 BH3291!SPC MS W     -   0.99999044  x   0.99996847  =   0.99995891
 BH3291!UTM  16      -   0.99999044  x   1.00056483  =   1.00055527
 BH3291!UTM  15      -   0.99999044  x   1.00066190  =   1.00065234
 BH3291
 BH3291                          SUPERSEDED SURVEY CONTROL
 BH3291
 BH3291  NAD 83(1992)-  30 58 46.42836(N)    089 55 41.38959(W) AD(       ) 3
 BH3291  NGVD 29 (05/14/93)   88.5    (m)          290.     (f) VERT ANG       
 BH3291
 BH3291.Superseded values are not recommended for survey control.
 BH3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3291.See file dsdata.txt to determine how the superseded data were derived.
 BH3291
 BH3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2034231017(NAD 83)
 BH3291_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3291+STABILITY: SURFACE MOTION
 BH3291
 BH3291  HISTORY     - Date     Condition        Report By
 BH3291  HISTORY     - 1970     MONUMENTED       LADH
 BH3291  HISTORY     - 1978     GOOD             LADTD
 BH3291
 BH3291                          STATION DESCRIPTION
 BH3291
 BH3291'DESCRIBED BY LA TRANSP AND DEV 1978 (TM)
 BH3291'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MILES) NORTH
 BH3291'OF THE PINE HIGH SCHOOL AND 12.4 KM (7.7 MILRS) WEST OF THE
 BH3291'POST OFFICE IN THE ANGIE, - - - OWNERSHIP LOUISIANA DEPARTMENT
 BH3291'OF TRANSPORTATION AND DEVELOPMENT.
 BH3291'TO REACH THE STATION FROM THE PINE HIGH SCHOOL IN PINE,
 BH3291'GO NORTH ON STATE HIGHWAY 62 FOR ABOUT 8.5 KM (5.3 MILES)
 BH3291'TO THE JUNCTION WITH STATE HIGHWAY 438 IN THE VILLAGE OF
 BH3291'STATELINE, THENCE EAST ON HIGHWAY 438 FOR 3.2 KM (2 MILES)
 BH3291'TO THE STATION ON THE LEFT.
 BH3291'
 BH3291'THE STATION IS A STANDARD LADH DISK STAMPED---KENN AZ
 BH3291'MK 1970---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 BH3291'12 INCHES(30 CM)IN DIAMETER PROJECTING
 BH3291'3 INCHES(7.6 CM)ABOVE GROUND.
 BH3291'
 BH3291'LOCATED 39.5 FEET(12 METERS)NORTH FROM THE CENTER OF THE
 BH3291'HIGHWAY, 13.5 FEET(4.1 METERS)EAST FROM AN ALUMINUM GATE
 BH3291'TO PASTURE, 10.5 FEET(3.2 METERS)NORTH FROM THE EAST END
 BH3291'OF A SIDE DRAIN, 2.5 FEET(0.8 METERS)SOUTH FROM A FENCE,
 BH3291'2 FEET(0.6 METERS)SOUTH FROM A METAL WITNESS POST
 BH3291'WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3204 ***********************************************************************
 BH3204  DESIGNATION -  KENN RESET
 BH3204  PID         -  BH3204
 BH3204  STATE/COUNTY-  LA/WASHINGTON
 BH3204  USGS QUAD   -  STATE LINE (1982)
 BH3204
 BH3204                         *CURRENT SURVEY CONTROL
 BH3204  ___________________________________________________________________
 BH3204* NAD 83(1992)-  30 58 47.63930(N)    089 55 18.84329(W)     ADJUSTED  
 BH3204* NAVD 88     -        99.9    (meters)     328.     (feet)  VERTCON   
 BH3204  ___________________________________________________________________
 BH3204  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BH3204  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BH3204
 BH3204  HORZ ORDER  -  THIRD
 BH3204
 BH3204.The horizontal coordinates were established by classical geodetic methods
 BH3204.and adjusted by the National Geodetic Survey in May 1994..
 BH3204
 BH3204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3204
 BH3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3204
 BH3204.The geoid height was determined by GEOID03.
 BH3204
 BH3204;                    North         East     Units Scale Factor Converg.
 BH3204;SPC LA S     -   275,726.448 1,134,832.309   MT  1.00007151   +0 42 20.6
 BH3204;SPC LA S     -   904,612.52  3,723,195.67   sFT  1.00007151   +0 42 20.6
 BH3204;SPC MS W     -   164,120.982   739,299.984   MT  0.99996904   +0 12 42.4
 BH3204;SPC MS W     -   538,453.59  2,425,520.03   sFT  0.99996904   +0 12 42.4
 BH3204;UTM  16      - 3,431,038.944   220,941.861   MT  1.00056070   -1 30 17.9
 BH3204;UTM  15      - 3,431,441.554   793,982.574   MT  1.00066623   +1 35 08.0
 BH3204
 BH3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3204!SPC LA S     -   0.99998865  x   1.00007151  =   1.00006015
 BH3204!SPC MS W     -   0.99998865  x   0.99996904  =   0.99995769
 BH3204!UTM  16      -   0.99998865  x   1.00056070  =   1.00054934
 BH3204!UTM  15      -   0.99998865  x   1.00066623  =   1.00065487
 BH3204
 BH3204|---------------------------------------------------------------------|
 BH3204| PID    Reference Object                     Distance      Geod. Az  |
 BH3204|                                                           dddmmss.s |
 BH3204| DD9008 KENN RM 1                            13.336 METERS 16517     |
 BH3204| BH3291 KENN AZ MK                          APPROX. 0.6 KM 2662420.4 |
 BH3204| DD9009 KENN RM 2                            11.107 METERS 34427     |
 BH3204|---------------------------------------------------------------------|
 BH3204
 BH3204                          SUPERSEDED SURVEY CONTROL
 BH3204
 BH3204  NAD 83(1992)-  30 58 47.64930(N)    089 55 18.84107(W) AD(       ) 3
 BH3204  NGVD 29 (05/14/93)  100.0    (m)          328.     (f) VERT ANG       
 BH3204
 BH3204.Superseded values are not recommended for survey control.
 BH3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3204.See file dsdata.txt to determine how the superseded data were derived.
 BH3204
 BH3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2094231039(NAD 83)
 BH3204_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH3204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH3204_STAMPING: KENN 1970 1978
 BH3204_MARK LOGO: LADH  
 BH3204_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3204+STABILITY: SURFACE MOTION
 BH3204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3204+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1978
 BH3204
 BH3204  HISTORY     - Date     Condition        Report By
 BH3204  HISTORY     - 1978     MONUMENTED       LADH
 BH3204  HISTORY     - 1978     GOOD             LADTD
 BH3204  HISTORY     - 1978     GOOD             LADTD
 BH3204  HISTORY     - 19780101 GOOD             NGS
 BH3204
 BH3204                          STATION DESCRIPTION
 BH3204
 BH3204'DESCRIBED BY LA TRANSP AND DEV 1978 (TM)
 BH3204'THE STATION WAS VISITED IN MARCH 1978, WITH THE SURFACE
 BH3204'STATION MARK BEING FOUND DISTURBED.  THE SUB-SURFACE STATION
 BH3204'MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 BH3204'IN GOOD CONDITION.  AT THIS TIME A NEW SURFACE MARK WAS
 BH3204'ESTABLISHED OVER THE SUB-SURFACE MARK.
 BH3204'
 BH3204'THE STATION IS LOCATED ABOUT 12.4 KM (7.8 MI) NORTH OF THE
 BH3204'PINE HIGH SCHOOL AND 11.7 KM (7.3 MI) WEST OF THE POST
 BH3204'OFFICE IN ANGIE, IN THE SOUTHEAST QUARTER OF SECTION 8,
 BH3204'T 1 S-R 12 E, ON THE EAST SIDE OF MRS WILLIAM HENRY
 BH3204'KENNEDYS YARD.
 BH3204'
 BH3204'TO REACH THE STATION FROM PINE HIGH SCHOOL IN PINE, GO NORTH
 BH3204'ON STATE HIGHWAY 62 FOR ABOUT 8.5 KM (5.3 MILES) TO THE JUNCTION
 BH3204'WITH STATE HIGHWAY 438 IN THE VILLAGE OF STATELINE, THENCE EAST
 BH3204'ON HIGHWAY 438 IN THE VILLAGE OF STATELINE, THENCE EAST ON
 BH3204'HIGHWAY 438 FOR 3.8 KM (2.35 MI) TO THE STATION ON THE
 BH3204'RIGHT.
 BH3204'
 BH3204'THE STATION IS A STANDARD LADH DISK STAMPED---KENN 1970 1978
 BH3204'---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH3204'12 INCHES(30 CM)IN DIAMETER, RECESSED 3 INCHES(7.6 CM)BELOW
 BH3204'THE GROUND.
 BH3204'
 BH3204'LOCATED 80 FEET(24.4 METERS)S FROM THE CENTER OF THE
 BH3204'HIGHWAY, 61.5 FEET(18.7 METERS)NNE FROM THE SOUTHEAST CORNER
 BH3204'OF MRS KENNEDYS BRICK HOME, 39.5 FEET(12 METERS)SSE FROM A
 BH3204'POWER POLE WITH TRANSFORMER AND SECURITY LIGHT, 39.5 FEET
 BH3204'(12 METERS)SSE FROM A METAL WITNESS POST WITH SIGN ATTACHED,
 BH3204'24.5 FEET(7.5 METERS)NE FROM A 8 INCH PECAN TREE.
 BH3204'
 BH3204'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED---
 BH3204'KENN 1970---SET INTO AN IRREGULAR MASS OF CONCRETE
 BH3204'3 FEET(0.9 METERS)BELOW THE SURFACE.
 BH3204'
 BH3204'REFERENCE MARK NO. 1 IS A STANDARD LADH DISK STAMPED---
 BH3204'KENN RM NO. 1 1970---SET INTO THE TOP OF A ROUND
 BH3204'CONCRETE MONUMENT 12 INCHES(30 CM)IN DIAMETER, RECESSED 3 INCHES,
 BH3204'(7.6 CM)BELOW THE GROUND.
 BH3204'
 BH3204'LOCATED 123.5 FEET(37.6 METERS)S FROM THE CENTER OF THE
 BH3204'HIGHWAY, 61 FEET(18.6 METERS)ESE FROM THE SOUTHEAST
 BH3204'CORNER OF MRS. KENNEDYS BRICK HOME,
 BH3204'30.5 FEET(9.3 METERS)SE FROM A 8 INCH PECAN TREE,
 BH3204'8 FEET(2.4 METERS)NE FROM A POWER POLE.
 BH3204'
 BH3204'REFERENCE MARK NO. 2 IS A STANDARD LADH DISK STAMPED---
 BH3204'KENN RM 2 1970---SET INTO THE TOP OF A
 BH3204'ROUND CONCRETE MONUMENT 12 INCHES(30 CM)IN DIAMETER FLUSH WITH
 BH3204'GROUND.
 BH3204'
 BH3204'LOCATED 81.5 FEET(24.8 METERS)NE FROM THE SOUTHEAST
 BH3204'CORNER OF MRS KENNEDYS BRICK HOME, 43.5 FEET(13.3 METERS)
 BH3204'S FROM THE CENTER OF THE HIGHWAY, 3.5 FEET(1.1 METERS)
 BH3204'S FROM A POWER POLE WITH TRANSFORMER AND SECURITY LIGHT,
 BH3204'3.5 FEET(1.1 METERS)S FROM A METAL WITNESS POST WITH SIGN
 BH3204'ATTACHED.
 BH3204'
 BH3204'AZIMUTH MARK NO. 1, IS A STANDARD LADH DISK STAMPED---
 BH3204'KENN AZ MK 1970---SET INTO THE TOP OF A ROUND CONCRETE
 BH3204'MONUMENT 12 INCHES(30 CM)IN DIAMETER PROJECTING 3 INCHES(7.6 CM)
 BH3204'ABOVE THE GROUND.
 BH3204'
 BH3204'LOCATED 39.5 FEET(12 METERS)N FROM THE CENTER OF THE
 BH3204'HIGHWAY, 13.5 FEET(4.1 METERS)E FROM AN ALUMINUM GATE TO
 BH3204'PASTURE, 2.5 FEET(0.8 METERS)S FROM A FENCE, 2 FEET
 BH3204'(0.6 METERS)S FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BH3204'
 BH3204'TO REACH THE AZIMUTH MARK FROM THE STATION MARK DRIVE WEST
 BH3204'ON STATE HIGHWAY 438 FOR ABOUT 0.6 KM (0.35 MI)
 BH3204'TO THE MARK ON THE RIGHT NEAR A BARN AND A FENCE.
 BH3204
 BH3204                          STATION RECOVERY (1978)
 BH3204
 BH3204'RECOVERY NOTE BY LA TRANSP AND DEV 1978 (TM)
 BH3204'THE STATION WAS VISITED IN MARCH 1978, WITH THE SURFACE
 BH3204'STATION MARK BEING FOUND DISTURBED.  THE SUB-SURFACE STATION
 BH3204'MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 BH3204'IN GOOD CONDITION.  AT THIS TIME A NEW SURFACE MARK WAS
 BH3204'ESTABLISHED OVER THE SUB-SURFACE MARK.
 BH3204'
 BH3204'THE STATION IS LOCATED ABOUT 12.4 KM (7.8 MI) NORTH OF THE
 BH3204'PINE HIGH SCHOOL AND 11.7 KM (7.3 MI) WEST OF THE POST
 BH3204'OFFICE IN ANGIE, IN THE SOUTHEAST QUARTER OF SECTION 8,
 BH3204'T 1 S-R 12 E, ON THE EAST SIDE OF MRS WILLIAM HENRY
 BH3204'KENNEDYS YARD.
 BH3204'
 BH3204'TO REACH THE STATION FROM PINE HIGH SCHOOL IN PINE, GO NORTH
 BH3204'ON STATE HIGHWAY 62 FOR ABOUT 8.5 KM (5.3 MILES) TO THE JUNCTION
 BH3204'WITH STATE HIGHWAY 438 IN THE VILLAGE OF STATELINE, THENCE EAST
 BH3204'ON HIGHWAY 438 IN THE VILLAGE OF STATELINE, THENCE EAST ON
 BH3204'HIGHWAY 438 FOR 3.8 KM (2.35 MI) TO THE STATION ON THE
 BH3204'RIGHT.
 BH3204'THE STATION IS A STANDARD LADH DISK STAMPED---KENN 1970 1978
 BH3204'---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH3204'12 INCHES, 30 CM IN DIAMETER, RECESSED 3 INCHES, 7.6 CM BELOW
 BH3204'THE GROUND
 BH3204'
 BH3204'LOCATED 80 FEET AND 24.4 METERS S FROM THE CENTER OF THE
 BH3204'HIGHWAY, 61.5 FEET AND 18.7 METERS NNE FROM THE SOUTHEAST CORNER
 BH3204'OF MRS KENNEDYS BRICK HOME, 39.5 FEET AND 12 METERS SSE FROM A
 BH3204'POWER POLE WITH TRANSFORMER AND SECURITY LIGHT, 39.5 FEET AND
 BH3204'12 METERS SSE FROM A METAL WITNESS POST WITH SIGN ATTACHED,
 BH3204'24.5 FEET AND 7.5 METERS NE FROM A 8 INCH PECAN TREE.
 BH3204'
 BH3204'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED
 BH3204'---KENN 1970---SET INTO AN IRREGULAR MASS OF CONCRETE
 BH3204'3 FEET 0.9 METERS BELOW THE SURFACE.
 BH3204'
 BH3204'REFERENCE MARK NO. 1 IS A STANDARD LADH DISK STAMPED
 BH3204'---KENN RM NO. 1 1970---SET INTO THE TOP OF A ROUND
 BH3204'CONCRETE MONUMENT 12 INCHES, 30 CM IN DIAMETER, RECESSED 3 INCHES,
 BH3204'7.6 CM BELOW THE GROUND.
 BH3204'
 BH3204'LOCATED 123.5 FEET AND 37.6 METERS S FROM THE CENTER OF THE
 BH3204'HIGHWAY, 61 FEET AND 18.6 METERS ESE FROM THE SOUTHEAST
 BH3204'CORNER OF MRS. KENNEDYS BRICK HOME,
 BH3204'30.5 FEET AND 9.3 METERS SE FROM A 8 INCH PECAN TREE,
 BH3204'8 FEET AND 2.4 METERS NE FROM A POWER POLE.
 BH3204'
 BH3204'REFERENCE MARK NO. 2 IS A STANDARD LADH DISK STAMPED
 BH3204'---KENN RM 2 1970---SET INTO THE TOP OF A
 BH3204'ROUND CONCRETE MONUMENT 12 INCHES, 30 CM IN DIAMETER FLUSH WITH
 BH3204'GROUND.
 BH3204'
 BH3204'LOCATED 81.5 FEET AND 24.8 METERS NE FROM THE SOUTHEAST
 BH3204'CORNER OF MRS KENNEDYS BRICK HOME, 43.5 FEET AND 13.3 METERS
 BH3204'S FROM THE CENTER OF THE HIGHWAY, 3.5 FEET AND 1.1 METERS
 BH3204'S FROM A POWER POLE WITH TRANSFORMER AND SECURITY LIGHT,
 BH3204'3.5 FEET AND 1.1 METERS S FROM A METAL WITNESS POST WITH SIGN
 BH3204'ATTACHED.
 BH3204'
 BH3204'AZIMUTH MARK NO. 1, IS A STANDARD LADH DISK STAMPED
 BH3204'---KENN AZ MK 1970---SET INTO THE TOP OF A ROUND CONCRETE
 BH3204'MONUMENT 12 INCHES, 30 CM IN DIAMETER PROJECTING 3 INCHES, 7.6 CM
 BH3204'ABOVE THE GROUND.
 BH3204'
 BH3204'LOCATED 39.5 FEET AND 12 METERS N FROM THE CENTER OF THE
 BH3204'HIGHWAY, 13.5 FEET AND 4.1 METERS E FROM AN ALUMINUM GATE TO
 BH3204'PASTURE, 2.5 FEET AND 0.8 METERS S FROM A FENCE, 2 FEET AND
 BH3204'0.6 METERS S FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BH3204'
 BH3204'TO REACH THE AZIMUTH MARK FROM THE STATION MARK DRIVE WEST
 BH3204'ON STATE HIGHWAY 438 FOR ABOUT 0.6 KM (0.35 MI)
 BH3204'TO THE MARK ON THE RIGHT NEAR A BARN AND A FENCE.
 BH3204
 BH3204                          STATION RECOVERY (1978)
 BH3204
 BH3204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TM)
 BH3204'THE STATION WAS VISITED IN MARCH 1978, WITH THE SURFACE STATION MARK
 BH3204'BEING FOUND DISTURBED.  THE SUB-SURFACE STATION MARK, REFERENCE MARKS
 BH3204'1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  AT
 BH3204'THIS TIME A NEW SURFACE MARK WAS ESTABLISHED OVER THE SUB-SURFACE
 BH3204'MARK.
 BH3204' 
 BH3204'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MILES) NORTH OF THE PINE
 BH3204'HIGH SCHOOL AND 11.7 KM (7.3 MILES) WEST OF THE POST OFFICE IN ANGIE,
 BH3204'IN THE SOUTHEAST QUARTER OF SECTION 8, T 1 S - R 12 E, ON THE EAST
 BH3204'SIDE OF MRS WILLIAM HENRY KENNEDYS YARD.
 BH3204' 
 BH3204'TO REACH THE STATION FROM THE PINE HIGH SCHOOL IN PINE, GO NORTH ON
 BH3204'STATE HIGHWAY 62 FOR ABOUT 8.5 KM (5.3 MILES) TO THE JUNCTION WITH
 BH3204'STATE HIGHWAY 438 IN THE VILLAGE OF STATELINE, THENCE EAST ON HIGHWAY
 BH3204'438 FOR 3.8 KM (2.35 MILES) TO THE STATION ON THE RIGHT.
 BH3204' 
 BH3204'THE STATION IS A STANDARD LADH DISK STAMPED--KENN 1970 1978--, SET
 BH3204'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BH3204'DIAMETER RECESSED 3 INCHES OR 7.6 CM BELOW THE GROUND LOCATED 80 FT
 BH3204'(24.4 M) S FROM THE CENTER OF THE HIGHWAY, 61.5 FT (18.7 M) NNE FROM
 BH3204'THE SOUTHEAST CORNER OF MRS KENNEDYS BRICK HOME, 39.5 FT (12 M) SSE
 BH3204'FROM A POWER POLE WITH TRANSFORMER AND SECURITY LIGHT, 39.5 FT (12 M)
 BH3204'SSE FROM A METAL WITNESS POST WITH SIGN ATTACHED, AND 24.5 FT (7.5 M)
 BH3204'NE FROM A 8-INCH PECAN TREE.
 BH3204' 
 BH3204'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--KENN 1970--, SET
 BH3204'INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M) BELOW THE SURFACE.
 BH3204' 
 BH3204'REFERENCE MARK NO 1 IS A STANDARD LADH DISK STAMPED--KENN RM NO 1
 BH3204'1970--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BH3204'CM IN DIAMETER RECESSED 3 INCHES OR 7.6 CM BELOW THE GROUND LOCATED
 BH3204'123.5 FT (37.6 M) S FROM THE CENTER OF THE HIGHWAY, 61 FT (18.6 M) ESE
 BH3204'FROM THE SOUTHEAST CORNER OF MRS KENNEDYS BRICK HOME, 30.5 FT (9.3 M)
 BH3204'SE FROM A 8-INCH PECAN TREE, AND 8 FT (2.4 M) NE FROM A POWER POLE.
 BH3204' 
 BH3204'REFERENCE MARK NO 2 IS A STANDARD LADH DISK STAMPED--KENN RM 2 1970--,
 BH3204'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BH3204'DIAMETER FLUSH WITH GROUND LOCATED 81.5 FT (24.8 M) NE FROM THE
 BH3204'SOUTHEAST CORNER OF MRS KENNEDYS BRICK HOME, 43.5 FT (13.3 M) S FROM
 BH3204'THE CENTER OF THE HIGHWAY, 3.5 FT (1.1 M) S FROM A POWER POLE WITH
 BH3204'TRANSFORMER AND SECURITY LIGHT, AND 3.5 FT (1.1 M) S FROM A METAL
 BH3204'WITNESS POST WITH SIGN ATTACHED.
 BH3204' 
 BH3204'AZIMUTH MARK NO 1 IS A STANDARD LADH DISK STAMPED--KENN AZ MK 1970--,
 BH3204'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BH3204'DIAMETER PROJECTING 3 INCHES OR 7.6 CM ABOVE THE GROUND LOCATED 39.5
 BH3204'FT (12 M) N FROM THE CENTER OF THE HIGHWAY, 13.5 FT (4.1 M) E FROM AN
 BH3204'ALUMINUM GATE TO PASTURE, 2.5 FT (0.8 M) S FROM A FENCE, AND 2 FT (0.6
 BH3204'M) S FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BH3204' 
 BH3204'TO REACH THE AZIMUTH MARK FROM THE STATION MARK DRIVE WEST ON STATE
 BH3204'HIGHWAY 438 FOR ABOUT 0.6 KM (0.35 MI) TO THE MARK ON THE RIGHT NEAR A
 BH3204'BARN AND A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2785 ***********************************************************************
 AU2785  DESIGNATION -  KENNER CHURCH SPIRE
 AU2785  PID         -  AU2785
 AU2785  STATE/COUNTY-  LA/JEFFERSON
 AU2785  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2785
 AU2785                         *CURRENT SURVEY CONTROL
 AU2785  ___________________________________________________________________
 AU2785* NAD 83(1992)-  29 58 32.92291(N)    090 14 51.68516(W)     ADJUSTED  
 AU2785* NAVD 88     -                                                        
 AU2785  **This station is located in a subsidence area (see below).
 AU2785  ___________________________________________________________________
 AU2785  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2785  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2785
 AU2785  HORZ ORDER  -  THIRD
 AU2785
 AU2785.The horizontal coordinates were established by classical geodetic methods
 AU2785.and adjusted by the National Geodetic Survey in January 1993..
 AU2785
 AU2785 ** The orthometric height has not been validated since last determined
 AU2785 ** by differential leveling and should not be used for control purposes.
 AU2785 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2785 ** area with valid NAVD 88 orthometric heights.
 AU2785 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2785 ** epoch indicated which incorporates improved geoid heights for the
 AU2785 ** Southern Louisiana Subsidence area.
 AU2785 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2785
 AU2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2785
 AU2785.The geoid height was determined by GEOID03.
 AU2785
 AU2785;                    North         East     Units Scale Factor Converg.
 AU2785;SPC LA S     -   164,081.601 1,104,765.712   MT  0.99992584   +0 32 34.2
 AU2785;SPC LA S     -   538,324.39  3,624,552.17   sFT  0.99992584   +0 32 34.2
 AU2785;UTM  15      - 3,319,293.624   765,569.764   MT  1.00047024   +1 22 33.4
 AU2785
 AU2785                          SUPERSEDED SURVEY CONTROL
 AU2785
 AU2785  NAD 83(1986)-  29 58 32.93896(N)    090 14 51.68456(W) AD(       ) 4
 AU2785  NAD 27      -  29 58 32.20500(N)    090 14 51.40887(W) AD(       ) 3
 AU2785
 AU2785.Superseded values are not recommended for survey control.
 AU2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2785.See file dsdata.txt to determine how the superseded data were derived.
 AU2785
 AU2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6557019294(NAD 83)
 AU2785_MARKER: 90 = CHURCH SPIRE
 AU2785
 AU2785  HISTORY     - Date     Condition        Report By
 AU2785  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2785  HISTORY     - 1954     GOOD             CGS
 AU2785  HISTORY     - 1954     GOOD             CGS
 AU2785  HISTORY     - 1959     GOOD             CGS
 AU2785  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 AU2785  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 AU2785
 AU2785                          STATION DESCRIPTION
 AU2785
 AU2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 AU2785'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 AU2785'A DESCRIPTION FOLLOWS--
 AU2785'
 AU2785'THE STATION IS LOCATED IN THE NW PART OF KENNER, ABOUT 0.1
 AU2785'MI. SW OF THE ILLINOIS CENTRAL RAILROAD STATION, AND BETWEEN
 AU2785'DANIEL AND MINOR STREETS AND N OF SHORT STREET.  THE STATION
 AU2785'IS THE CROSS ATOP THE STEEPLE OF THE CATHOLIC CHURCH.
 AU2785'
 AU2785'THIS IS AN INTERSECTION STATION.
 AU2785
 AU2785                          STATION RECOVERY (1954)
 AU2785
 AU2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU2785'THE CHURCH SPIRE IS THE SPIRE ON THE CATHOLIC CHURCH OF
 AU2785'OUR LADY OF PERPETUAL CARE, WHICH IS LOCATED 185 FT. EOF
 AU2785'THE INTERSECTION OF LOUISIANA BOULEVARD AND DANIEL STREET
 AU2785'IN KENNER.  IT IS A WHITE FRAME CHURCH WITH THE SPIRE ON THE
 AU2785'N END OF THE BUILDING AND FACING LOUISIANA BOULEVARD.  IT
 AU2785'IS THE ONLY SPIRE IN THE VICINITY.
 AU2785'
 AU2785'THIS IS AN INTERSECTION STATION.
 AU2785
 AU2785                          STATION RECOVERY (1959)
 AU2785
 AU2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 AU2785'THE STATION WAS RECOVERED AS DESCRIBED.
 AU2785
 AU2785                          STATION RECOVERY (1995)
 AU2785
 AU2785'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2785'MARK NOT FOUND.
 AU2785
 AU2785                          STATION RECOVERY (2003)
 AU2785
 AU2785'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2858 ***********************************************************************
 AU2858  DESIGNATION -  KENNER DELTA MATCH CORP STACK
 AU2858  PID         -  AU2858
 AU2858  STATE/COUNTY-  LA/ST CHARLES
 AU2858  USGS QUAD   -  LULING (1992)
 AU2858
 AU2858                         *CURRENT SURVEY CONTROL
 AU2858  ___________________________________________________________________
 AU2858* NAD 83(1992)-  29 58 32.66459(N)    090 16 49.82664(W)     ADJUSTED  
 AU2858* NAVD 88     -                                                        
 AU2858  **This station is located in a subsidence area (see below).
 AU2858  ___________________________________________________________________
 AU2858  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2858  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2858
 AU2858  HORZ ORDER  -  THIRD
 AU2858
 AU2858.The horizontal coordinates were established by classical geodetic methods
 AU2858.and adjusted by the National Geodetic Survey in January 1993..
 AU2858
 AU2858 ** The orthometric height has not been validated since last determined
 AU2858 ** by differential leveling and should not be used for control purposes.
 AU2858 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2858 ** area with valid NAVD 88 orthometric heights.
 AU2858 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2858 ** epoch indicated which incorporates improved geoid heights for the
 AU2858 ** Southern Louisiana Subsidence area.
 AU2858 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2858
 AU2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2858
 AU2858.The geoid height was determined by GEOID03.
 AU2858
 AU2858;                    North         East     Units Scale Factor Converg.
 AU2858;SPC LA S     -   164,044.098 1,101,598.992   MT  0.99992584   +0 31 35.1
 AU2858;SPC LA S     -   538,201.34  3,614,162.69   sFT  0.99992584   +0 31 35.1
 AU2858;UTM  15      - 3,319,210.036   762,402.234   MT  1.00044960   +1 21 34.3
 AU2858
 AU2858                          SUPERSEDED SURVEY CONTROL
 AU2858
 AU2858  NAD 83(1986)-  29 58 32.68088(N)    090 16 49.82571(W) AD(       ) 4
 AU2858  NAD 27      -  29 58 31.94602(N)    090 16 49.54562(W) AD(       ) 3
 AU2858
 AU2858.Superseded values are not recommended for survey control.
 AU2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2858.See file dsdata.txt to determine how the superseded data were derived.
 AU2858
 AU2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6240219210(NAD 83)
 AU2858_MARKER: 63 = STACK
 AU2858
 AU2858  HISTORY     - Date     Condition        Report By
 AU2858  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2858  HISTORY     - 1954     GOOD             CGS
 AU2858  HISTORY     - 1955     GOOD             CGS
 AU2858  HISTORY     - 1961     GOOD             CGS
 AU2858  HISTORY     - 1966     GOOD             CGS
 AU2858  HISTORY     - 1969     GOOD             CGS
 AU2858
 AU2858                          STATION DESCRIPTION
 AU2858
 AU2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2858'THE STATION IS LOCATED ABOUT 0.1 MILE WEST OF THE KENNER CITY
 AU2858'LIMITS AND THE ST. CHARLES-JEFFERSON PARISH LINE AT THE
 AU2858'DELTA MATCH CORPORATION PLANT SITE.
 AU2858'
 AU2858'IT IS A CYLINDRICAL STEEL STRUCTURE 4.0 FEET IN DIAMETER,
 AU2858'IS PAINTED ALTERNATELY RED AND WHITE AND HAS AN OVER-ALL
 AU2858'HEIGHT OF 140.0 FEET.
 AU2858'
 AU2858'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STACK.
 AU2858
 AU2858                          STATION RECOVERY (1954)
 AU2858
 AU2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 AU2858'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AU2858
 AU2858                          STATION RECOVERY (1955)
 AU2858
 AU2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 AU2858'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AU2858
 AU2858                          STATION RECOVERY (1961)
 AU2858
 AU2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 AU2858'STATION RECOVERED AS DESCRIBED, AND WAS FOUND TO BE IN GOOD
 AU2858'CONDITION.  ORIGINAL DESCRIPTION IS COMPLETE AND ADEQUATE.
 AU2858
 AU2858                          STATION RECOVERY (1966)
 AU2858
 AU2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 AU2858'STATION RECOVERED AS DESCRIBED.
 AU2858'
 AU2858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.1 MILE
 AU2858'WEST KENNER, LA.
 AU2858
 AU2858                          STATION RECOVERY (1969)
 AU2858
 AU2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 AU2858'THE PUBLISHED DESCRIPTION IS ADEQUATE.
 AU2858'
 AU2858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KENNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2857 ***********************************************************************
 AU2857  DESIGNATION -  KENNER LOUISIANA BOX CO TANK
 AU2857  PID         -  AU2857
 AU2857  STATE/COUNTY-  LA/JEFFERSON
 AU2857  USGS QUAD   -  LULING (1992)
 AU2857
 AU2857                         *CURRENT SURVEY CONTROL
 AU2857  ___________________________________________________________________
 AU2857* NAD 83(1992)-  29 58 31.92098(N)    090 15 43.74910(W)     ADJUSTED  
 AU2857* NAVD 88     -                                                        
 AU2857  **This station is located in a subsidence area (see below).
 AU2857  ___________________________________________________________________
 AU2857  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2857  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2857
 AU2857  HORZ ORDER  -  THIRD
 AU2857
 AU2857.The horizontal coordinates were established by classical geodetic methods
 AU2857.and adjusted by the National Geodetic Survey in January 1993..
 AU2857
 AU2857 ** The orthometric height has not been validated since last determined
 AU2857 ** by differential leveling and should not be used for control purposes.
 AU2857 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2857 ** area with valid NAVD 88 orthometric heights.
 AU2857 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2857 ** epoch indicated which incorporates improved geoid heights for the
 AU2857 ** Southern Louisiana Subsidence area.
 AU2857 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2857
 AU2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2857
 AU2857.The geoid height was determined by GEOID03.
 AU2857
 AU2857;                    North         East     Units Scale Factor Converg.
 AU2857;SPC LA S     -   164,037.619 1,103,370.423   MT  0.99992584   +0 32 08.2
 AU2857;SPC LA S     -   538,180.09  3,619,974.46   sFT  0.99992584   +0 32 08.2
 AU2857;UTM  15      - 3,319,229.324   764,174.509   MT  1.00046112   +1 22 07.3
 AU2857
 AU2857                          SUPERSEDED SURVEY CONTROL
 AU2857
 AU2857  NAD 83(1986)-  29 58 31.93721(N)    090 15 43.74860(W) AD(       ) 4
 AU2857  NAD 27      -  29 58 31.20280(N)    090 15 43.47031(W) AD(       ) 3
 AU2857
 AU2857.Superseded values are not recommended for survey control.
 AU2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2857.See file dsdata.txt to determine how the superseded data were derived.
 AU2857
 AU2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6417519229(NAD 83)
 AU2857_MARKER: 53 = ELEVATED TANK
 AU2857
 AU2857  HISTORY     - Date     Condition        Report By
 AU2857  HISTORY     - 1929     FIRST OBSERVED   CGS
 AU2857  HISTORY     - 1954     GOOD             CGS
 AU2857  HISTORY     - 1959     GOOD             CGS
 AU2857
 AU2857                          STATION DESCRIPTION
 AU2857
 AU2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU2857'LOCATED IN THE SW SECTION OF KENNER, 115 PACES SW OF THE
 AU2857'INTERSECTION OF MORGAN LANE AND THIRD STREET (STATE HIGHWAY 1).
 AU2857'IT IS A FLAT-TOPPED BLACK HOMEMADE-LOOKING TANK, ABOUT 100
 AU2857'FT. HIGH.
 AU2857'
 AU2857'BENCH MARK G 146 1951 IS SET IN THE CONCRETE ABUTMENT OF
 AU2857'THE SE LEG.
 AU2857'
 AU2857'THIS IS AN INTERSECTION STATION.
 AU2857
 AU2857                          STATION RECOVERY (1959)
 AU2857
 AU2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 AU2857'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2762 ***********************************************************************
 BK2762  DESIGNATION -  KENNY
 BK2762  PID         -  BK2762
 BK2762  STATE/COUNTY-  LA/VERMILION
 BK2762  USGS QUAD   -  MILTON (1994)
 BK2762
 BK2762                         *CURRENT SURVEY CONTROL
 BK2762  ___________________________________________________________________
 BK2762* NAD 83(1992)-  30 02 06.40673(N)    092 07 27.01849(W)     ADJUSTED  
 BK2762* NAVD 88     -         3.2  **(meters)      10.   **(feet)  VERTCON   
 BK2762  **This station is located in a subsidence area (see below).
 BK2762  ___________________________________________________________________
 BK2762  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2762  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK2762
 BK2762  HORZ ORDER  -  THIRD
 BK2762
 BK2762.The horizontal coordinates were established by classical geodetic methods
 BK2762.and adjusted by the National Geodetic Survey in January 1993..
 BK2762
 BK2762 ** The orthometric height has not been validated since last determined
 BK2762 ** by differential leveling and should not be used for control purposes.
 BK2762 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2762 ** area with valid NAVD 88 orthometric heights.
 BK2762 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2762 ** epoch indicated which incorporates improved geoid heights for the
 BK2762 ** Southern Louisiana Subsidence area.
 BK2762 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2762
 BK2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2762
 BK2762.The geoid height was determined by GEOID03.
 BK2762
 BK2762;                    North         East     Units Scale Factor Converg.
 BK2762;SPC LA S     -   170,421.692   923,728.071   MT  0.99992592   -0 23 43.5
 BK2762;SPC LA S     -   559,125.17  3,030,597.85   sFT  0.99992592   -0 23 43.5
 BK2762;UTM  15      - 3,322,999.227   584,443.502   MT  0.99968797   +0 26 18.3
 BK2762
 BK2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2762!SPC LA S     -   1.00000374  x   0.99992592  =   0.99992966
 BK2762!UTM  15      -   1.00000374  x   0.99968797  =   0.99969171
 BK2762
 BK2762:                Primary Azimuth Mark                     Grid Az
 BK2762:SPC LA S     -  YOUNGSVILLE TEX GAS MW MAST              057 05 07.0
 BK2762:UTM  15      -  YOUNGSVILLE TEX GAS MW MAST              056 15 05.2
 BK2762
 BK2762|---------------------------------------------------------------------|
 BK2762| PID    Reference Object                     Distance      Geod. Az  |
 BK2762|                                                           dddmmss.s |
 BK2762| BK2759 YOUNGSVILLE TEX GAS MW MAST         APPROX.10.6 KM 0564123.5 |
 BK2762| BJ5163 LOZES TV STA KLNI MAST              APPROX.12.4 KM 0830110.2 |
 BK2762| CW1967 KENNY RM 1                           35.345 METERS 15753     |
 BK2762| CW1966 KENNY AZ MK                                        1774824.0 |
 BK2762| BK0415 57 V 7 LADTD                         29.458 METERS 35604     |
 BK2762|---------------------------------------------------------------------|
 BK2762
 BK2762                          SUPERSEDED SURVEY CONTROL
 BK2762
 BK2762  NAD 83(1986)-  30 02 06.42609(N)    092 07 27.01208(W) AD(       ) 3
 BK2762  NAD 27      -  30 02 05.68244(N)    092 07 26.55885(W) AD(       ) 3
 BK2762  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 BK2762
 BK2762.Superseded values are not recommended for survey control.
 BK2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2762.See file dsdata.txt to determine how the superseded data were derived.
 BK2762
 BK2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8444422999(NAD 83)
 BK2762_MARKER: DS = TRIANGULATION STATION DISK
 BK2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2762
 BK2762  HISTORY     - Date     Condition        Report By
 BK2762  HISTORY     - 1969     MONUMENTED       CGS
 BK2762
 BK2762                          STATION DESCRIPTION
 BK2762
 BK2762'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2762'THE STATION IS LOCATED ABOUT 5.1 MILES SOUTH OF MAURICE, 5 MILES
 BK2762'SOUTHEAST OF LEROY, AND 4.2 MILES NORTHEAST OF ABBEVILLE, ON THE
 BK2762'WEST SIDE OF U. S. HIGHWAY 167 ON PROPERTY OWNED BY MR. W. A. FAULK.
 BK2762'
 BK2762'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U. S. HIGHWAY 167
 BK2762'AND STATE HIGHWAY 92 IN MAURICE, GO SOUTH ON U. S. HIGHWAY 167 FOR
 BK2762'4.2 MILES TO THE JUNCTION OF STATE HIGHWAY 697.  CONTINUE SOUTH ON U.
 BK2762'S. 167 FOR 0.5 MILE TO THE STATION ON THE RIGHT, JUST AFTER PASSING
 BK2762'A WHITE HOUSE ON THE RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE
 BK2762'SOUTH ON U. S. HIGHWAY 167 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 BK2762'LEFT IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE CULVERT.
 BK2762'
 BK2762'THE STATION MARK IS A STANDARD DISK STAMPED, KENNY 1969, SET IN THE
 BK2762'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 14 INCHES
 BK2762'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS STAMPED
 BK2762'KENNY 1969 AND IS SET 40 INCHES BELOW THE SURFACE OF THE GROUND.
 BK2762'THE MARK IS 97.5 FEET SOUTH OF A CHAIN-LINK FENCE, 93 FEET WEST OF
 BK2762'THE CENTERLINE OF U. S. HIGHWAY 167, 62 FEET SOUTHWEST OF THE
 BK2762'SOUTH END OF A WOODEN CATTLE GUARD, 47 FEET WEST OF A TELEPHONE
 BK2762'POLE, 44 FEET WEST OF A FENCE, AND 28 FEET SOUTHEAST OF A 14-INCH
 BK2762'PECAN TREE.
 BK2762'
 BK2762'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KENNY NO 1 1969, SET
 BK2762'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 BK2762'1 INCH ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 153 FEET SOUTH
 BK2762'OF THE SOUTH END OF A WOODEN CATTLE GUARD, 108 FEET SOUTH OF A
 BK2762'TELEPHONE POLE, 49 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY
 BK2762'167 AND 1.0 FOOT WEST OF A FENCELINE.
 BK2762'
 BK2762'A LOUISIANA DEPARTMENT OF HIGHWAYS ADN COAST AND GEODETIC SURVEY
 BK2762'DISK, STAMPED 57V7 1967, WAS USED AS THE SECOND REFERENCE MARK.  IT
 BK2762'IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 BK2762'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 97 FEET WEST
 BK2762'OF THE CENTERLINE THE SURFACE OF U. S. HIGHWAY 167, 51 FEET
 BK2762'WEST OF A METAL WITNESS POST, 50 FEET WEST OF A FENCE-CORNER, 30
 BK2762'FEET SOUTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY, AND 1.0 FOOT
 BK2762'SOUTH OF A CHAIN-LINK FENCE.
 BK2762'
 BK2762'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KENNY 1969, AND IS SET
 BK2762'IN A DRILL HOLE IN THE SOUTH END OF THE EAST ABUTMENT OF A FOUR SPAN
 BK2762'CONCRETE CULVERT THAT PASSES UNDER U. S. HIGHWAY 167.  THE MARK IS
 BK2762'AT ABOUT THE SAME ELEVATION AS THE HIGHWAY.  IT IS 16 FEET
 BK2762'EAST-NORTHEAST OF THE CENTERLINE OF U. S. HIGHWAY 167 AND 2.1 FEET
 BK2762'NORTH-NORTHWEST OF A METAL WITNESS POST.
 BK2762'
 BK2762'HEIGHT OF LIGHT ABOVE STATION MARK 30.79 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4554 ***********************************************************************
 BJ4554  DESIGNATION -  KENTWOOD
 BJ4554  PID         -  BJ4554
 BJ4554  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4554  USGS QUAD   -  KENTWOOD (1980)
 BJ4554
 BJ4554                         *CURRENT SURVEY CONTROL
 BJ4554  ___________________________________________________________________
 BJ4554* NAD 83(1992)-  30 56 34.40640(N)    090 31 29.60172(W)     ADJUSTED  
 BJ4554* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 BJ4554  ___________________________________________________________________
 BJ4554  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BJ4554  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4554
 BJ4554  HORZ ORDER  -  FIRST
 BJ4554
 BJ4554.The horizontal coordinates were established by classical geodetic methods
 BJ4554.and adjusted by the National Geodetic Survey in May 1994..
 BJ4554
 BJ4554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4554
 BJ4554.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4554
 BJ4554.The geoid height was determined by GEOID03.
 BJ4554
 BJ4554;                    North         East     Units Scale Factor Converg.
 BJ4554;SPC LA S     -   271,065.159 1,077,259.866   MT  1.00006068   +0 24 15.2
 BJ4554;SPC LA S     -   889,319.61  3,534,310.08   sFT  1.00006068   +0 24 15.2
 BJ4554;SPC MS W     -   159,961.130   681,695.588   MT  0.99995413   -0 05 54.6
 BJ4554;SPC MS W     -   524,805.81  2,236,529.61   sFT  0.99995413   -0 05 54.6
 BJ4554;UTM  15      - 3,425,900.025   736,464.677   MT  1.00028979   +1 16 23.7
 BJ4554
 BJ4554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4554!SPC LA S     -   0.99998963  x   1.00006068  =   1.00005030
 BJ4554!SPC MS W     -   0.99998963  x   0.99995413  =   0.99994376
 BJ4554!UTM  15      -   0.99998963  x   1.00028979  =   1.00027941
 BJ4554
 BJ4554:                Primary Azimuth Mark                     Grid Az
 BJ4554:SPC LA S     -  KENTWOOD AZ MK                           177 03 16.0
 BJ4554:SPC MS W     -  KENTWOOD AZ MK                           177 33 25.8
 BJ4554:UTM  15      -  KENTWOOD AZ MK                           176 11 07.5
 BJ4554
 BJ4554|---------------------------------------------------------------------|
 BJ4554| PID    Reference Object                     Distance      Geod. Az  |
 BJ4554|                                                           dddmmss.s |
 BJ4554| CW1968 KENTWOOD AZ MK                                     1772731.2 |
 BJ4554| CW1969 KENTWOOD RM 1                        86.069 METERS 18457     |
 BJ4554| CW1970 KENTWOOD RM 2                        30.108 METERS 32909     |
 BJ4554|---------------------------------------------------------------------|
 BJ4554
 BJ4554                          SUPERSEDED SURVEY CONTROL
 BJ4554
 BJ4554  NAD 83(1992)-  30 56 34.41025(N)    090 31 29.60072(W) AD(       ) 1
 BJ4554  NAD 83(1986)-  30 56 34.42201(N)    090 31 29.59777(W) AD(       ) 1
 BJ4554  NAD 27      -  30 56 33.77686(N)    090 31 29.25252(W) AD(       ) 1
 BJ4554  NGVD 29 (07/19/86)   93.2    (m)          306.     (f) VERT ANG       
 BJ4554
 BJ4554.Superseded values are not recommended for survey control.
 BJ4554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4554.See file dsdata.txt to determine how the superseded data were derived.
 BJ4554
 BJ4554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3646525900(NAD 83)
 BJ4554_MARKER: DS = TRIANGULATION STATION DISK
 BJ4554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4554
 BJ4554  HISTORY     - Date     Condition        Report By
 BJ4554  HISTORY     - 1966     MONUMENTED       CGS
 BJ4554
 BJ4554                          STATION DESCRIPTION
 BJ4554
 BJ4554'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4554'STATION IS LOCATED AT THE EAST ENTRANCE INTO THE WOODLAND CEMETERY AT
 BJ4554'THE NORTHWEST EDGE OF KENTWOOD AND AT THE WEST SIDE OF INTERSTATE
 BJ4554'HIGHWAY 55.  ON PROPERTY OWNED BY THE CITY OF KENTWOOD.  THE
 BJ4554'STATION MARK IS 115 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE
 BJ4554'OF HIGHWAY, 55.5 FEET SOUTHEAST OF A SMALL BRICK BUILDING AND
 BJ4554'36.5 FEET NORTHEAST OF THE MOST NORTHERLY GATE POST OF ENTRANCE TO
 BJ4554'CEMETERY.  STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 BJ4554'MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT
 BJ4554'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 BJ4554'STAMPED KENTWOOD 1966.
 BJ4554'
 BJ4554'TO REACH FROM THE JUNCTION OF US HIGHWAY 51 AND STATE HIGHWAY 38 IN
 BJ4554'KENTWOOD, GO WEST ON STATE HIGHWAY 38 FOR 0.95 MILE TO OVERPASS OF
 BJ4554'INTERSTATE 55 AND THE AZIMUTH MARK IS IN THE NORTHWEST HEADING OF
 BJ4554'OVERPASS.  CONTINUE WEST ON STATE HIGHWAY 38 FOR 0.1 MILE TO A
 BJ4554'SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHEASTERLY FOR 0.45 MILE TO
 BJ4554'THE EAST ENTRANCE INTO CEMETERY AND STATION AS DESCRIBED.
 BJ4554'
 BJ4554'AZIMUTH MARK IS 63-1/2 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 38
 BJ4554'AND 17 FEET WEST OF CENTERLINE OF SOUTH BOUND TRAFFIC LANE OF
 BJ4554'INTERSTATE 55.  IT IS MARKED BY A STANDARD AZIMUTH MARK DISK
 BJ4554'CEMENTED IN A DRILLHOLE, IN THE TOP OF THE NORTHWEST ABUTMENT OF THE
 BJ4554'OVERPASS.  THE DISK IS STAMPED KENTWOOD 1966.
 BJ4554'
 BJ4554'REFERENCE MARK NO. 1 IS 41 FEET WEST OF THE CENTER OF A SURFACED ROAD
 BJ4554'AND 10 FEET NORTH OF POWERLINE POLE NO. 5 40.  IT IS MARKED BY A
 BJ4554'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE
 BJ4554'CYLINDER MONUMENT THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 BJ4554'GROUND.  THE DISK IS STAMPED KENTWOOD NO 1 1966.
 BJ4554'
 BJ4554'REFERENCE MARK NO. 2 IS 28 FEET WEST OF A 36 INCH OAK TREE, 12 FEET
 BJ4554'WEST OF CENTER OF DRIVEWAY AND 7 FEET NORTHEAST OF THE NORTHEAST
 BJ4554'CORNER OF BRICK BUILDING.  IT IS MARKED BY A STANDARD REFERENCE
 BJ4554'MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 BJ4554'THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 BJ4554'STAMPED KENTWOOD NO 2 1966.
 BJ4554'
 BJ4554'HEIGHT OF LIGHT ABOVE STATION MARK 34.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4539 ***********************************************************************
 BJ4539  DESIGNATION -  KENTWOOD MUNICIPAL TANK
 BJ4539  PID         -  BJ4539
 BJ4539  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4539  USGS QUAD   -  KENTWOOD (1980)
 BJ4539
 BJ4539                         *CURRENT SURVEY CONTROL
 BJ4539  ___________________________________________________________________
 BJ4539* NAD 83(1992)-  30 56 20.44525(N)    090 30 57.42138(W)     ADJUSTED  
 BJ4539* NAVD 88     -                                                        
 BJ4539  ___________________________________________________________________
 BJ4539  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BJ4539  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4539
 BJ4539  HORZ ORDER  -  THIRD
 BJ4539
 BJ4539.The horizontal coordinates were established by classical geodetic methods
 BJ4539.and adjusted by the National Geodetic Survey in May 1994..
 BJ4539
 BJ4539
 BJ4539.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4539
 BJ4539.The geoid height was determined by GEOID03.
 BJ4539
 BJ4539;                    North         East     Units Scale Factor Converg.
 BJ4539;SPC LA S     -   270,641.246 1,078,117.183   MT  1.00005956   +0 24 31.3
 BJ4539;SPC LA S     -   887,928.82  3,537,122.79   sFT  1.00005956   +0 24 31.3
 BJ4539;SPC MS W     -   159,529.757   682,549.062   MT  0.99995376   -0 05 38.0
 BJ4539;SPC MS W     -   523,390.54  2,239,329.71   sFT  0.99995376   -0 05 38.0
 BJ4539;UTM  15      - 3,425,489.067   737,328.525   MT  1.00029484   +1 16 39.8
 BJ4539
 BJ4539                          SUPERSEDED SURVEY CONTROL
 BJ4539
 BJ4539  NAD 83(1992)-  30 56 20.45078(N)    090 30 57.41933(W) AD(       ) 4
 BJ4539  NAD 83(1986)-  30 56 20.46059(N)    090 30 57.41797(W) AD(       ) 4
 BJ4539  NAD 27      -  30 56 19.81392(N)    090 30 57.07115(W) AD(       ) 3
 BJ4539
 BJ4539.Superseded values are not recommended for survey control.
 BJ4539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4539.See file dsdata.txt to determine how the superseded data were derived.
 BJ4539
 BJ4539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3732925489(NAD 83)
 BJ4539_MARKER: 53 = ELEVATED TANK
 BJ4539
 BJ4539  HISTORY     - Date     Condition        Report By
 BJ4539  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4539  HISTORY     - 1954     GOOD             CGS
 BJ4539
 BJ4539                          STATION DESCRIPTION
 BJ4539
 BJ4539'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4539'THE POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 BJ4539'RANK AT KENTWOOD, LOUISIANA.  IT IS AN ALUMINUM-PAINTED STEEL
 BJ4539'STRUCTURE APPROXIMATELY 125 FEET HIGH, AND THE ONLY TANK IN
 BJ4539'THE VICINITY.  THE TANK WAS NOT VISITED.
 BJ4539'
 BJ4539'IT IS OBSERVED UPON FROM TRIANGULATION STATIONS TANGI, TATE,
 BJ4539'BROWNING, MAY AND BRANCH.
 BJ4539
 BJ4539                          STATION RECOVERY (1954)
 BJ4539
 BJ4539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4539'THE STATION WAS VISITED AND WAS FOUND IN GOOD CONDITION.
 BJ4539'
 BJ4539'THE STATION IS LOCATED IN THE W SECTION OF THE TOWN OF KENTWOOD,
 BJ4539'FOUR BLOCKS W OF THE CENTER OF TOWN, IN THE NW CORNER OF THE
 BJ4539'BLOCK OCCUPIED BY THE HIGH SCHOOL.  IT IS A FOUR-LEGGED
 BJ4539'STEEL STRUCTURE SUPPORTING THE TANK PROPER WITH AN OVERALL
 BJ4539'HEIGHT OF ABOUT 125 FT.
 BJ4539'
 BJ4539'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4555 ***********************************************************************
 BJ4555  DESIGNATION -  KENTWOOD RM A 1966
 BJ4555  PID         -  BJ4555
 BJ4555  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4555  USGS QUAD   -  KENTWOOD (1980)
 BJ4555
 BJ4555                         *CURRENT SURVEY CONTROL
 BJ4555  ___________________________________________________________________
 BJ4555* NAD 83(1992)-  30 56 35.80064(N)    090 31 29.78121(W)     ADJUSTED  
 BJ4555* NAVD 88     -        92.0    (meters)     302.     (feet)  VERTCON   
 BJ4555  ___________________________________________________________________
 BJ4555  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BJ4555  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4555
 BJ4555  HORZ ORDER  -  FIRST
 BJ4555
 BJ4555.The horizontal coordinates were established by classical geodetic methods
 BJ4555.and adjusted by the National Geodetic Survey in May 1994..
 BJ4555
 BJ4555.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4555
 BJ4555.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4555
 BJ4555.The geoid height was determined by GEOID03.
 BJ4555
 BJ4555;                    North         East     Units Scale Factor Converg.
 BJ4555;SPC LA S     -   271,108.065 1,077,254.799   MT  1.00006079   +0 24 15.1
 BJ4555;SPC LA S     -   889,460.38  3,534,293.45   sFT  1.00006079   +0 24 15.1
 BJ4555;SPC MS W     -   160,004.074   681,690.897   MT  0.99995413   -0 05 54.7
 BJ4555;SPC MS W     -   524,946.70  2,236,514.22   sFT  0.99995413   -0 05 54.7
 BJ4555;UTM  15      - 3,425,942.859   736,458.958   MT  1.00028975   +1 16 23.7
 BJ4555
 BJ4555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4555!SPC LA S     -   0.99998981  x   1.00006079  =   1.00005060
 BJ4555!SPC MS W     -   0.99998981  x   0.99995413  =   0.99994394
 BJ4555!UTM  15      -   0.99998981  x   1.00028975  =   1.00027956
 BJ4555
 BJ4555:                Primary Azimuth Mark                     Grid Az
 BJ4555:SPC LA S     -  MAY                                      071 08 32.9
 BJ4555:SPC MS W     -  MAY                                      071 38 42.7
 BJ4555:UTM  15      -  MAY                                      070 16 24.3
 BJ4555
 BJ4555|---------------------------------------------------------------------|
 BJ4555| PID    Reference Object                     Distance      Geod. Az  |
 BJ4555|                                                           dddmmss.s |
 BJ4555| BJ4206 MAY                                 APPROX.11.6 KM 0713248.0 |
 BJ4555| BJ4554 KENTWOOD                             43.202 METERS 17340     |
 BJ4555|---------------------------------------------------------------------|
 BJ4555
 BJ4555                          SUPERSEDED SURVEY CONTROL
 BJ4555
 BJ4555  NAD 83(1992)-  30 56 35.80448(N)    090 31 29.78022(W) AD(       ) 1
 BJ4555  NAD 83(1986)-  30 56 35.81659(N)    090 31 29.77731(W) AD(       ) 1
 BJ4555  NAD 27      -  30 56 35.17113(N)    090 31 29.43200(W) AD(       ) 1
 BJ4555  NGVD 29 (07/19/86)   92.0    (m)          302.     (f) VERT ANG       
 BJ4555
 BJ4555.Superseded values are not recommended for survey control.
 BJ4555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4555.See file dsdata.txt to determine how the superseded data were derived.
 BJ4555
 BJ4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3645925943(NAD 83)
 BJ4555_MARKER: DS = TRIANGULATION STATION DISK
 BJ4555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4555+STABILITY: SURFACE MOTION
 BJ4555
 BJ4555  HISTORY     - Date     Condition        Report By
 BJ4555  HISTORY     - 1966     MONUMENTED       CGS
 BJ4555
 BJ4555                          STATION DESCRIPTION
 BJ4555
 BJ4555'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4555'TO REACH FROM THE JUNCTION OF US HIGHWAY 51 AND STATE HIGHWAY 38 IN
 BJ4555'KENTWOOD, GO WEST ON STATE HIGHWAY 38 FOR 0.95 MILE TO OVERPASS OF
 BJ4555'INTERSTATE 55 AND THE AZIMUTH MARK IS IN THE NORTHWEST HEADING OF
 BJ4555'OVERPASS.  CONTINUE WEST ON STATE HIGHWAY 38 FOR 0.1 MILE TO A
 BJ4555'SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHEASTERLY FOR 0.45 MILE TO
 BJ4555'THE EAST ENTRANCE INTO CEMETERY AND STATION KENTWOOD AS DESCRIBED.
 BJ4555'
 BJ4555'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED KENTWOOD
 BJ4555'RM A 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 BJ4555'FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 63.0 FEET NORTH OF A
 BJ4555'24-INCH OAK TREE, 73.3 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 BJ4555'OF A SMALL BRICK BUILDING THAT IS AT THE EAST END OF A
 BJ4555'CEMETERY, 29.5 WEST OF A FENCELINE, ON TOP OF AN EMBANKMENT ABOUT
 BJ4555'125 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE
 BJ4555'HIGHWAY 55.
 BJ4555'
 BJ4555'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KENTWOOD,
 BJ4555'DISTANCE BEING 43.202 METERS OR 141.74 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2443 ***********************************************************************
 AU2443  DESIGNATION -  KERR MCGEE RESET
 AU2443  PID         -  AU2443
 AU2443  STATE/COUNTY-  LA/TERREBONNE
 AU2443  USGS QUAD   -  
 AU2443
 AU2443                         *CURRENT SURVEY CONTROL
 AU2443  ___________________________________________________________________
 AU2443* NAD 83(1992)-  29 05 35.71203(N)    091 17 01.36980(W)     ADJUSTED  
 AU2443* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2443  ___________________________________________________________________
 AU2443  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2443  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AU2443
 AU2443  HORZ ORDER  -  SECOND
 AU2443
 AU2443.The horizontal coordinates were established by classical geodetic methods
 AU2443.and adjusted by the National Geodetic Survey in January 1993..
 AU2443
 AU2443.The orthometric height was scaled from a topographic map.
 AU2443
 AU2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2443
 AU2443.The geoid height was determined by GEOID03.
 AU2443
 AU2443;                    North         East     Units Scale Factor Converg.
 AU2443;SPC LA S     -    65,762.549 1,004,830.766   MT  1.00005019   +0 01 29.3
 AU2443;SPC LA S     -   215,755.96  3,296,682.27   sFT  1.00005019   +0 01 29.3
 AU2443;UTM  15      - 3,219,533.983   667,029.160   MT  0.99994428   +0 50 04.9
 AU2443
 AU2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2443!SPC LA S     -   1.00000381  x   1.00005019  =   1.00005400
 AU2443!UTM  15      -   1.00000381  x   0.99994428  =   0.99994809
 AU2443
 AU2443|---------------------------------------------------------------------|
 AU2443| PID    Reference Object                     Distance      Geod. Az  |
 AU2443|                                                           dddmmss.s |
 AU2443| CV9951 KERR MCGEE RM 1                       9.583 METERS 01951     |
 AU2443| CV9952 KERR MCGEE RM 2                      11.600 METERS 15737     |
 AU2443| CV9955 KERR MCGEE RM 3                      11.060 METERS 17803     |
 AU2443| CV9950 KERR MCGEE AZ MK                                   2561449.2 |
 AU2443| CV9956 KERR MCGEE RM 4                       6.522 METERS 30322     |
 AU2443|---------------------------------------------------------------------|
 AU2443
 AU2443                          SUPERSEDED SURVEY CONTROL
 AU2443
 AU2443  NAD 83(1986)-  29 05 35.73887(N)    091 17 01.37476(W) AD(       ) 2
 AU2443  NAD 27      -  29 05 34.93400(N)    091 17 00.99200(W) AD(       ) 2
 AU2443
 AU2443.Superseded values are not recommended for survey control.
 AU2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2443.See file dsdata.txt to determine how the superseded data were derived.
 AU2443
 AU2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6702919534(NAD 83)
 AU2443_MARKER: DS = TRIANGULATION STATION DISK
 AU2443_SETTING: 0 = UNSPECIFIED SETTING
 AU2443
 AU2443  HISTORY     - Date     Condition        Report By
 AU2443  HISTORY     - 1955     MONUMENTED       CGS
 AU2443  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AU2443
 AU2443                          STATION DESCRIPTION
 AU2443
 AU2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2443'THE STATION IS LOCATED IN THE GULF OF MEXICO, ABOUT 13 MILES
 AU2443'SOUTHWEST OF THE MOUTH OF OYSTER BAYOU, AND ABOUT 10 MILES
 AU2443'OFF SHORE ON A PLATFORM OF THE KERR MC GEE OIL COMPANY IN
 AU2443'BLOCK 33 OF THE SHIP SHOAL AREA AND REFERRED TO BY THE COMPANY
 AU2443'AS PLATFORM B-752.  THE PLATFORM IS APPROXIMATELY 20 FEET
 AU2443'HIGH, THE CENTER ONE OF THREE PLATFORMS AND IS TERMED A DEAD
 AU2443'WELL.  THERE ARE NO WORKING INSTALLATIONS ON THE PLATFORM.
 AU2443'
 AU2443'THE STATION IS BEST REACHED FROM MORGAN CITY.  ABOUT A 5
 AU2443'HOUR BOAT TRIP.
 AU2443'
 AU2443'THE STATION MARK, 37.3 FEET NORTH OF THE SOUTH EDGE OF THE
 AU2443'PLATFORM, 29.3 FEET SOUTH OF THE NORTH EDGE, AND 21.4 FEET
 AU2443'EAST OF THE WEST EDGE OF THE PLATFORM, IS A STANDARD DISK
 AU2443'STAMPED KERR MC GEE 1955 CEMENTED TO A STEEL CROSS-BEAM
 AU2443'16 INCHES BELOW THE WOODEN DECK.
 AU2443'
 AU2443'REFERENCE MARK NO. 1 NORTH-NORTHEAST OF THE STATION, IS
 AU2443'4 FEET WEST OF THE NORTHEAST CORNER OF THE PLATFORM AND 16
 AU2443'INCHES BELOW THE WOODEN DECK.  A STANDARD DISK CEMENTED TO
 AU2443'A STEEL BEAM AND STAMPED KERR MC GEE NO 1 1955.
 AU2443'
 AU2443'REFERENCE MARK NO. 2, SOUTH-SOUTHEAST OF THE STATION, IS
 AU2443'5 FEET WEST OF THE SOUTHEAST CORNER OF THE PLATFORM AND 16
 AU2443'INCHES BELOW THE WOODEN DECK.  A STANDARD DISK CEMENTED
 AU2443'TO THE STEEL BEAM AND STAMPED KERR MC GEE NO 2 1955.
 AU2443'
 AU2443'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE WEST OF THE STATION,
 AU2443'IS ON THE BOTTOM FLANGE OF THE NORTHMOST STEEL I BEAM ATOP
 AU2443'THE SECOND STEEL PILING FROM THE EAST SIDE OF THE PLATFORM.
 AU2443'THE MARK IS 2 FEET BELOW THE FLOOR OF THE PLATFORM AND JUST
 AU2443'SOUTH OF THE IRON STAIRWAY.  A STANDARD DISK CEMENTED TO
 AU2443'THE STEEL BEAM AND STAMPED KERR MC GEE 1955.
 AU2443'
 AU2443'NOTE--CHISEL MARKS IN THE STEEL ARE AROUND ALL MARKS AND
 AU2443'A PUNCH MARK AT THE CENTER OF THE STATION MARK.
 AU2443'
 AU2443'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AU2443
 AU2443                          STATION RECOVERY (1963)
 AU2443
 AU2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU2443'STATION IS LOCATED ON AN OIL WELL PLATFORM OWNED BY
 AU2443'KERR MC GEE OIL INDUSTRIES INC. THAT IS ABOUT 13 MILES SOUTHWEST
 AU2443'OF THE MOUTH OF OYSTER BAYOU AND ABOUT 10 MILES OFFSHORE
 AU2443'IN BLOCK 33 OF THE SHIP SHOAL AREA.  DUE TO CHANGES IN THE
 AU2443'AREA AND AT THE STATION SITE A COMPLETE NEW DESCRIPTION
 AU2443'FOLLOWS--
 AU2443'
 AU2443'THE STANDARD DISK ORIGINALLY MARKING THE STATION AND REFERENCES
 AU2443'HAVE BEEN DESTROYED.  THE STATION WAS REMARKED BY A 1/4 INCH DRILL
 AU2443'HOLE IN THE TOP OF 7 BY 14 INCH STEEL I BEAM AND SURROUNDED
 AU2443'BY 3 OTHER 1/4 INCH DRILL HOLES FORMING A TRIANGLE.  THE
 AU2443'STATION IS 36.3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF PLATFORM,
 AU2443'17 FEET SOUTHWEST OF NORTHEAST EDGE OF PLATFORM, 20 FEET
 AU2443'EAST OF WEST EDGE OF PLATFORM AND 6 FEET SOUTH OF THE
 AU2443'APPROXIMATE CENTER OF STAIRWELL LEADING FROM LOWER DECK.  IT IS
 AU2443'STAMPED KERR MC GEE 1955 1963.
 AU2443'
 AU2443'REFERENCE MARK NO. 3 IS MARKED BY A 1/4 INCH DRILL HOLE
 AU2443'SURROUNDED BY 3 OTHER 1/4 INCH DRILL HOLES IN THE FORM OF A
 AU2443'TRIANGLE WITH A CHISELED ARROW POINTING TOWARD THE STATION.
 AU2443'IT IS IN THE MOST SOUTHERLY OF THE I BEAMS SUPPORTING THE
 AU2443'PLATFORM.  IT IS 20 FEET EAST OF THE WEST EDGE OF THE PLATFORM,
 AU2443'4.3 FEET WEST OF GUARD FENCE AND 17 FEET SOUTHWEST OF THE
 AU2443'NORTHEAST EDGE OF THE PLATFORM AND IS STAMPED R.M. 3.
 AU2443'
 AU2443'REFERENCE MARK NO. 4 IS MARKED BY A 1/4 INCH DRILL HOLE
 AU2443'SURROUNDED BY 3 OTHER DRILL HOLES IN THE FORM OF A TRIANGLE
 AU2443'WITH A CHISELED ARROW POINTING TOWARD THE STATION.  IT IS IN
 AU2443'THE TOP OF A 7 BY 14 INCH STEEL I BEAM AND IS 4.4 FEET EAST
 AU2443'OF THE WEST EDGE OF THE PLATFORM, 8.3 FEET SOUTHEAST OF THE
 AU2443'NORTHWEST EDGE OF THE PLATFORM AND 9 FEET SOUTH OF NORTHWEST
 AU2443'BEACON LIGHT.  IT IS STAMPED R.M. 4.
 AU2443'
 AU2443'HEIGHT OF LIGHT ABOVE STATION MARK 13.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3140 ***********************************************************************
 CQ3140  DESIGNATION -  KERVIN
 CQ3140  PID         -  CQ3140
 CQ3140  STATE/COUNTY-  LA/DE SOTO
 CQ3140  USGS QUAD   -  WALLACE LAKE (1992)
 CQ3140
 CQ3140                         *CURRENT SURVEY CONTROL
 CQ3140  ___________________________________________________________________
 CQ3140* NAD 83(1992)-  32 18 19.82685(N)    093 40 50.56064(W)     ADJUSTED  
 CQ3140* NAVD 88     -        73.2    (meters)     240.     (feet)  VERTCON   
 CQ3140  ___________________________________________________________________
 CQ3140  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ3140  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3140
 CQ3140  HORZ ORDER  -  FIRST
 CQ3140
 CQ3140.The horizontal coordinates were established by classical geodetic methods
 CQ3140.and adjusted by the National Geodetic Survey in January 1993..
 CQ3140
 CQ3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3140
 CQ3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3140
 CQ3140.The geoid height was determined by GEOID03.
 CQ3140
 CQ3140;                    North         East     Units Scale Factor Converg.
 CQ3140;SPC LA N     -   200,793.136   888,811.550   MT  0.99993757   -0 37 27.3
 CQ3140;SPC LA N     -   658,768.81  2,916,042.56   sFT  0.99993757   -0 37 27.3
 CQ3140;UTM  15      - 3,574,503.160   435,916.638   MT  0.99965064   -0 21 49.7
 CQ3140
 CQ3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3140!SPC LA N     -   0.99999257  x   0.99993757  =   0.99993014
 CQ3140!UTM  15      -   0.99999257  x   0.99965064  =   0.99964321
 CQ3140
 CQ3140:                Primary Azimuth Mark                     Grid Az
 CQ3140:SPC LA N     -  COWLEY                                   012 43 47.6
 CQ3140:UTM  15      -  COWLEY                                   012 28 10.0
 CQ3140
 CQ3140|---------------------------------------------------------------------|
 CQ3140| PID    Reference Object                     Distance      Geod. Az  |
 CQ3140|                                                           dddmmss.s |
 CQ3140| CQ3144 COWLEY                              APPROX.15.2 KM 0120620.3 |
 CQ3140| CX6588 KERVIN RM 1                          25.655 METERS 04158     |
 CQ3140| CX6589 KERVIN RM 2                          29.681 METERS 15812     |
 CQ3140| CQ3207 SHREVEPORT N BASE RM 3              APPROX.15.4 KM 3160023.9 |
 CQ3140| CQ3149 SHREVEPORT R W NORTON JR TANK       APPROX.10.5 KM 3384806.2 |
 CQ3140|---------------------------------------------------------------------|
 CQ3140
 CQ3140                          SUPERSEDED SURVEY CONTROL
 CQ3140
 CQ3140  NAD 83(1986)-  32 18 19.83781(N)    093 40 50.55220(W) AD(       ) 1
 CQ3140  NAD 27      -  32 18 19.27150(N)    093 40 49.91020(W) AD(       ) 1
 CQ3140  NGVD 29 (07/19/86)   73.3    (m)          240.     (f) VERT ANG       
 CQ3140
 CQ3140.Superseded values are not recommended for survey control.
 CQ3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3140.See file dsdata.txt to determine how the superseded data were derived.
 CQ3140
 CQ3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3591774503(NAD 83)
 CQ3140_MARKER: DS = TRIANGULATION STATION DISK
 CQ3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3140
 CQ3140  HISTORY     - Date     Condition        Report By
 CQ3140  HISTORY     - 1969     MONUMENTED       CGS
 CQ3140  HISTORY     - 19960608 POOR             USPSQD
 CQ3140
 CQ3140                          STATION DESCRIPTION
 CQ3140
 CQ3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3140'THE STATION IS ABOUT 14-3/4 MILES SOUTH-SOUTHEAST OF
 CQ3140'SHREVEPORT, 9 MILES EAST OF KEITHVILLE AND 4 MILES NORTH OF
 CQ3140'FRIERSON.  IT IS LOCATED ON PROPERTY OWNED BY MRS. POLLY PAIGE
 CQ3140'AND MRS. NORA WHITE.
 CQ3140'
 CQ3140'TO REACH THE STATION FROM THE POST OFFICE IN FRIERSON GO NORTH
 CQ3140'ON STATE HIGHWAY 175 FOR 0.6 MILE TO WHERE THE RAILROAD TRACK
 CQ3140'CROSSES THE HIGHWAY, CROSS THE TRACKS AND CONTINUE NORTH AND
 CQ3140'NORTHEAST ON STATE HIGHWAY 175 FOR 0.9 MILE TO A SIDE ROAD LEFT,
 CQ3140'TURN LEFT AND FOLLOW A SAND ROAD NORTHERLY FOR 2.2 MILES TO A
 CQ3140'SIDE ROAD LEFT AND A SMALL RED HOUSE ON THE RIGHT, TURN LEFT AND
 CQ3140'GO WEST AND NORTHWESTERLY FOR 0.3 MILE TO A FORK NEAR AN
 CQ3140'ENTRANCE TO A FARMYARD, TAKE THE RIGHT FORK AND GO
 CQ3140'NORTHWESTERLY FOR 0.2 MILE TO WHERE THE ROAD TURNS LEFT AT THE
 CQ3140'ENTRANCE TO ANOTHER FARMYARD, TURN LEFT AND GO WESTERLY FOR
 CQ3140'0.6 MILE TO A DRIVEWAY ON THE RIGHT LEADING TO A HOUSE,
 CQ3140'CONTINUE WEST AND NORTHWEST ON THE SAND ROAD FOR 0.35 MILE
 CQ3140'TO A FORK AND A TRIANGLE-BLAZED TREE IN THE CENTER OF
 CQ3140'THE FORK, TAKE RIGHT FORK AND FOLLOW THE MAIN WOODS ROAD FOR
 CQ3140'0.65 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.05 MILE TO A
 CQ3140'SMALL WHITE CHURCH ON THE RIGHT, CONTINUE WESTERLY ON MAIN
 CQ3140'WOODS ROAD FOR 0.15 MILE TO A FORK AND THE STATION IN THE
 CQ3140'CENTER OF THE FORK.
 CQ3140'
 CQ3140'THE STATION MARK IS A STANDARD DISK, STAMPED KERVIN 1969, SET
 CQ3140'IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS
 CQ3140'3 INCHES ABOVE THE GROUND.  IT IS 101 FEET NORTHWEST OF A
 CQ3140'UTILITY POLE, 18 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 CQ3140'A SAND DRIVE TO A WOOD FRAME HOUSE, 36 FEET NORTHEAST OF THE
 CQ3140'APPROXIMATE CENTER OF A TRACK ROAD AND 2 FEET NORTH OF A METAL
 CQ3140'WITNESS POST.
 CQ3140'
 CQ3140'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KERVIN NO 1 1969,
 CQ3140'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS
 CQ3140'3 INCHES ABOVE THE GROUND.  IT IS 86 FEET NORTHEAST OF THE
 CQ3140'WITNESS POST, 52 FEET SOUTH OF THE CENTER OF A WIRE GATE TO THE
 CQ3140'FRAME HOUSE, AND 24 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 CQ3140'OF THE SAND DRIVE TO THE HOUSE.
 CQ3140'
 CQ3140'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KERVIN NO 2 1969,
 CQ3140'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT
 CQ3140'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 96 FEET
 CQ3140'SOUTH-SOUTHEAST OF THE WITNESS POST, 21 FEET SOUTHWEST OF THE
 CQ3140'UTILITY POLE AND 17 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 CQ3140'FORK IN THE ROAD.
 CQ3140'
 CQ3140'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO TREES.
 CQ3140'
 CQ3140'HEIGHT OF LIGHT ABOVE STATION MARK 34.38 METERS.
 CQ3140
 CQ3140                          STATION RECOVERY (1996)
 CQ3140
 CQ3140'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3140'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5326 ***********************************************************************
 BJ5326  DESIGNATION -  KESSLER AZ MK
 BJ5326  PID         -  BJ5326
 BJ5326  STATE/COUNTY-  LA/ASSUMPTION
 BJ5326  USGS QUAD   -  BELLE ROSE (1974)
 BJ5326
 BJ5326                         *CURRENT SURVEY CONTROL
 BJ5326  ___________________________________________________________________
 BJ5326* NAD 83(1992)-  30 02 01.97141(N)    091 03 36.48834(W)     ADJUSTED  
 BJ5326* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BJ5326  **This station is located in a subsidence area (see below).
 BJ5326  ___________________________________________________________________
 BJ5326  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ5326  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BJ5326
 BJ5326  HORZ ORDER  -  THIRD
 BJ5326
 BJ5326.The horizontal coordinates were established by classical geodetic methods
 BJ5326.and adjusted by the National Geodetic Survey in January 1993..
 BJ5326
 BJ5326 ** The orthometric height has not been validated since last determined
 BJ5326 ** by differential leveling and should not be used for control purposes.
 BJ5326 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5326 ** area with valid NAVD 88 orthometric heights.
 BJ5326 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5326 ** epoch indicated which incorporates improved geoid heights for the
 BJ5326 ** Southern Louisiana Subsidence area.
 BJ5326 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5326.The orthometric height was scaled from a topographic map.
 BJ5326
 BJ5326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5326
 BJ5326.The geoid height was determined by GEOID03.
 BJ5326
 BJ5326;                    North         East     Units Scale Factor Converg.
 BJ5326;SPC LA S     -   170,053.339 1,026,348.892   MT  0.99992591   +0 08 11.8
 BJ5326;SPC LA S     -   557,916.66  3,367,279.66   sFT  0.99992591   +0 08 11.8
 BJ5326;UTM  15      - 3,324,124.887   687,049.804   MT  1.00003168   +0 58 16.3
 BJ5326
 BJ5326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5326!SPC LA S     -   1.00000335  x   0.99992591  =   0.99992926
 BJ5326!UTM  15      -   1.00000335  x   1.00003168  =   1.00003503
 BJ5326
 BJ5326:                Primary Azimuth Mark                     Grid Az
 BJ5326:SPC LA S     -  PAINCOURTVILLE WATER TANK                169 06 35.4
 BJ5326:UTM  15      -  PAINCOURTVILLE WATER TANK                168 16 30.9
 BJ5326
 BJ5326|---------------------------------------------------------------------|
 BJ5326| PID    Reference Object                     Distance      Geod. Az  |
 BJ5326|                                                           dddmmss.s |
 BJ5326| BJ5094 PAINCOURTVILLE WATER TANK           APPROX. 3.7 KM 1691447.2 |
 BJ5326| BJ5089 KESSLER RESET                       APPROX. 1.2 KM 2792618.9 |
 BJ5326|---------------------------------------------------------------------|
 BJ5326
 BJ5326                          SUPERSEDED SURVEY CONTROL
 BJ5326
 BJ5326  NAD 83(1986)-  30 02 01.99379(N)    091 03 36.48719(W) AD(       ) 3
 BJ5326
 BJ5326.Superseded values are not recommended for survey control.
 BJ5326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5326.See file dsdata.txt to determine how the superseded data were derived.
 BJ5326
 BJ5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8705024125(NAD 83)
 BJ5326_MARKER: DZ = AZIMUTH MARK DISK
 BJ5326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5326_STAMPING: KESSLER 1931 1981
 BJ5326_MARK LOGO: NGS   
 BJ5326_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5326+STABILITY: SURFACE MOTION
 BJ5326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5326+SATELLITE: SATELLITE OBSERVATIONS - 1981
 BJ5326
 BJ5326  HISTORY     - Date     Condition        Report By
 BJ5326  HISTORY     - 1981     MONUMENTED       NGS
 BJ5326  HISTORY     - UNK      SEE DESCRIPTION
 BJ5326
 BJ5326                          STATION DESCRIPTION
 BJ5326
 BJ5326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RJT)
 BJ5326'THE STATION IS LOCATED ABOUT 1.29 KM (0.8 MI) SOUTHWEST OF BELLE ROSE.
 BJ5326'THE MARK IS SET NEAR A RAILROAD CROSSING.
 BJ5326' 
 BJ5326'TO REACH THE STATION FROM BELLE POSE GO SOUTH ALONG STATE HIGHWAY 1
 BJ5326'FOR 2.09 KM (1.3 MI) TO THE BLANCHARD STORE ON THE RIGHT, CONTINUE
 BJ5326'SOUTH FOR 91.4 METERS (300 FT) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND
 BJ5326'GO WEST FOR 0.8 KM (0.5 MI) TO A RAILROAD CROSSING AND THE STATION
 BJ5326'MARK ON THE RIGHT, NORTH OF THE ROAD AND EAST OF THE TRACK.
 BJ5326' 
 BJ5326'THE STATION MARK IS A STANDARD NGS SURVEY SET IN TOP OF A 30 METER (12
 BJ5326'INCH) CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE
 BJ5326'DISK IS STAMPED KESSLER 1931 1981. THE MARK IS 9.45 METER (31 FT)
 BJ5326'NORTH OF THE CENTER OF A GRAVEL ROAD, 4.18 METER (13.7 FT) EAST OF THE
 BJ5326'RAILROAD, 3.2 METER (10.5 FT) NORTH OF THE EAST END OF A CULVERT, 0.40
 BJ5326'METER (1.3 FT) SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ5326' 
 BJ5326'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--KESSLER 1931 1981--, SET
 BJ5326'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN
 BJ5326'DIAMETER FLUSH WITH GROUND.
 BJ5326
 BJ5326                          STATION RECOVERY (UNK )
 BJ5326
 BJ5326'RECOVERED UNK
 BJ5326'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5089 ***********************************************************************
 BJ5089  DESIGNATION -  KESSLER RESET
 BJ5089  PID         -  BJ5089
 BJ5089  STATE/COUNTY-  LA/ASSUMPTION
 BJ5089  USGS QUAD   -  BELLE ROSE (1974)
 BJ5089
 BJ5089                         *CURRENT SURVEY CONTROL
 BJ5089  ___________________________________________________________________
 BJ5089* NAD 83(1992)-  30 02 08.51226(N)    091 04 21.72362(W)     ADJUSTED  
 BJ5089* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BJ5089  **This station is located in a subsidence area (see below).
 BJ5089  ___________________________________________________________________
 BJ5089  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ5089  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BJ5089
 BJ5089  HORZ ORDER  -  FIRST
 BJ5089
 BJ5089.The horizontal coordinates were established by classical geodetic methods
 BJ5089.and adjusted by the National Geodetic Survey in January 1993..
 BJ5089
 BJ5089 ** The orthometric height has not been validated since last determined
 BJ5089 ** by differential leveling and should not be used for control purposes.
 BJ5089 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5089 ** area with valid NAVD 88 orthometric heights.
 BJ5089 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5089 ** epoch indicated which incorporates improved geoid heights for the
 BJ5089 ** Southern Louisiana Subsidence area.
 BJ5089 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5089.The orthometric height was scaled from a topographic map.
 BJ5089
 BJ5089.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5089
 BJ5089.The geoid height was determined by GEOID03.
 BJ5089
 BJ5089;                    North         East     Units Scale Factor Converg.
 BJ5089;SPC LA S     -   170,251.910 1,025,136.555   MT  0.99992593   +0 07 49.2
 BJ5089;SPC LA S     -   558,568.14  3,363,302.18   sFT  0.99992593   +0 07 49.2
 BJ5089;UTM  15      - 3,324,305.796   685,834.578   MT  1.00002609   +0 57 53.9
 BJ5089
 BJ5089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5089!SPC LA S     -   1.00000355  x   0.99992593  =   0.99992948
 BJ5089!UTM  15      -   1.00000355  x   1.00002609  =   1.00002964
 BJ5089
 BJ5089:                Primary Azimuth Mark                     Grid Az
 BJ5089:SPC LA S     -  DONALDSONVILLE MUNICIPAL TANK            046 02 39.7
 BJ5089:UTM  15      -  DONALDSONVILLE MUNICIPAL TANK            045 12 35.0
 BJ5089
 BJ5089|---------------------------------------------------------------------|
 BJ5089| PID    Reference Object                     Distance      Geod. Az  |
 BJ5089|                                                           dddmmss.s |
 BJ5089| BJ4475 DONALDSONVILLE MUNICIPAL TANK       APPROX.11.4 KM 0461028.9 |
 BJ5089| CS7274 KESSLER RM 5                         24.201 METERS 05921     |
 BJ5089| CW1974 KESSLER RM 4                         20.167 METERS 08121     |
 BJ5089| BJ5326 KESSLER AZ MK                       APPROX. 1.2 KM 0992556.3 |
 BJ5089| BJ5094 PAINCOURTVILLE WATER TANK           APPROX. 4.3 KM 1533159.2 |
 BJ5089| AU2326 NAPOLEONVILLE MUNICIPAL TANK        APPROX.11.8 KM 1562017.0 |
 BJ5089| AU2325 BERGERON                            APPROX.13.8 KM 1733730.4 |
 BJ5089| CW1973 KESSLER RM 3                         35.378 METERS 17940     |
 BJ5089| CW1971 KESSLER RM 1                                       24356     |
 BJ5089| CW1972 KESSLER RM 2                         25.284 METERS 29057     |
 BJ5089| CS7273 KESSLER RM 6                         26.278 METERS 31847     |
 BJ5089|---------------------------------------------------------------------|
 BJ5089
 BJ5089                          SUPERSEDED SURVEY CONTROL
 BJ5089
 BJ5089  NAD 83(1986)-  30 02 08.53059(N)    091 04 21.72290(W) AD(       ) 1
 BJ5089  NAD 27      -  30 02 07.81300(N)    091 04 21.36400(W) AD(       ) 1
 BJ5089
 BJ5089.Superseded values are not recommended for survey control.
 BJ5089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5089.See file dsdata.txt to determine how the superseded data were derived.
 BJ5089
 BJ5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8583524306(NAD 83)
 BJ5089_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ5089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5089_STAMPING: KESSLER 1931 1981
 BJ5089_MARK LOGO: NGS   
 BJ5089_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5089+STABILITY: SURFACE MOTION
 BJ5089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5089+SATELLITE: SATELLITE OBSERVATIONS - 1981
 BJ5089
 BJ5089  HISTORY     - Date     Condition        Report By
 BJ5089  HISTORY     - 1981     MONUMENTED       NGS
 BJ5089
 BJ5089                          STATION DESCRIPTION
 BJ5089
 BJ5089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RJT)
 BJ5089'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE REFERENCE
 BJ5089'MARKS WERE NOT FOUND THIS DATE.  REFERENCE MARKS 5 AND 6 AND THE
 BJ5089'AZIMUTH MARK WERE ESTABLISHED THIS DATE.  THE STATION MARK WAS LOWERED
 BJ5089'TO BELOW PLOW DEPTH BY REQUEST OF PROPERTY OWNER.
 BJ5089' 
 BJ5089'THE STATION IS A STANDARD NGS DISK STAMPED--KESSLER 1931 1981--, SET
 BJ5089'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN
 BJ5089'DIAMETER RECESSED 30 INCHES BELOW THE GROUND.
 BJ5089' 
 BJ5089'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--KESSLER 1931--,
 BJ5089'SET INTO AN IRREGULAR MASS OF CONCRETE 4.0 FT (1.2 M) BELOW THE
 BJ5089'SURFACE.
 BJ5089' 
 BJ5089'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--KESSLER 1931 NO 5
 BJ5089'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR
 BJ5089'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 12.0 FT (3.66 M) N FROM
 BJ5089'THE CENTER OF A GRAVEL FIELD ROAD, 8.0 FT (2.44 M) S FROM THE EDGE OF
 BJ5089'A DRAINAGE DITCH, AND 1.0 FT (0.30 M) S FROM A METAL WITNESS POST AND
 BJ5089'SIGN.
 BJ5089' 
 BJ5089'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--KESSLER 1931 NO 6
 BJ5089'1981--, LOCATED 13.0 FT (3.96 M) N FROM THE CENTER OF A GRAVEL FIELD
 BJ5089'ROAD, 8.0 FT (2.44 M) S FROM THE EDGE OF A DRAINAGE DITCH, AND 1.0 FT
 BJ5089'(0.30 M) S FROM A METAL WITNESS POST AND SIGN.
 BJ5089' 
 BJ5089'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--KESSLER 1931 1981--, SET
 BJ5089'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN
 BJ5089'DIAMETER FLUSH WITH GROUND LOCATED 31.0 FT (9.45 M) N FROM THE CENTER
 BJ5089'OF A GRAVEL ROAD, 13.7 FT (4.18 M) E FROM THE EAST RAIL OF THE
 BJ5089'RAILROAD, 10.5 FT (3.20 M) N FROM THE EAST END OF A METAL CULVERT, AND
 BJ5089'1.3 FT (0.40 M) S FROM A METAL WITNESS POST AND SIGN.
 BJ5089' 
 BJ5089'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG A GRAVEL
 BJ5089'ROAD FOR 1.2 KM (0.76 MI) TO THE MARK SET ON THE LEFT AND NORTH OF THE
 BJ5089'GRAVEL NEAR A RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2870 ***********************************************************************
 BK2870  DESIGNATION -  KEVIN
 BK2870  PID         -  BK2870
 BK2870  STATE/COUNTY-  LA/ACADIA
 BK2870  USGS QUAD   -  EVANGELINE (1985)
 BK2870
 BK2870                         *CURRENT SURVEY CONTROL
 BK2870  ___________________________________________________________________
 BK2870* NAD 83(1992)-  30 20 02.18175(N)    092 33 28.65549(W)     ADJUSTED  
 BK2870* NAVD 88     -         8.5  **(meters)      28.   **(feet)  VERTCON   
 BK2870  **This station is located in a subsidence area (see below).
 BK2870  ___________________________________________________________________
 BK2870  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK2870  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2870
 BK2870  HORZ ORDER  -  SECOND
 BK2870
 BK2870.The horizontal coordinates were established by classical geodetic methods
 BK2870.and adjusted by the National Geodetic Survey in January 1993..
 BK2870
 BK2870 ** The orthometric height has not been validated since last determined
 BK2870 ** by differential leveling and should not be used for control purposes.
 BK2870 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2870 ** area with valid NAVD 88 orthometric heights.
 BK2870 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2870 ** epoch indicated which incorporates improved geoid heights for the
 BK2870 ** Southern Louisiana Subsidence area.
 BK2870 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2870
 BK2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2870
 BK2870.The geoid height was determined by GEOID03.
 BK2870
 BK2870;                    North         East     Units Scale Factor Converg.
 BK2870;SPC LA S     -   203,912.037   882,246.957   MT  0.99994258   -0 36 44.4
 BK2870;SPC LA S     -   669,001.41  2,894,505.22   sFT  0.99994258   -0 36 44.4
 BK2870;UTM  15      - 3,355,872.263   542,490.493   MT  0.99962227   +0 13 23.7
 BK2870
 BK2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2870!SPC LA S     -   1.00000297  x   0.99994258  =   0.99994555
 BK2870!UTM  15      -   1.00000297  x   0.99962227  =   0.99962524
 BK2870
 BK2870|---------------------------------------------------------------------|
 BK2870| PID    Reference Object                     Distance      Geod. Az  |
 BK2870|                                                           dddmmss.s |
 BK2870| CW1975 KEVIN RM 1                           14.586 METERS 01324     |
 BK2870| BK2869 IOTA SW LA ST SCH TANK              APPROX. 1.1 KM 1133115.1 |
 BK2870| BK2871 KEVIN LDH 1974 RM 2                  10.661 METERS 18138     |
 BK2870| BK0982 1 V 65                                             2705559.1 |
 BK2870|---------------------------------------------------------------------|
 BK2870
 BK2870                          SUPERSEDED SURVEY CONTROL
 BK2870
 BK2870  NAD 83(1986)-  30 20 02.20159(N)    092 33 28.64952(W) AD(       ) 2
 BK2870  NAD 27      -  30 20 01.47063(N)    092 33 28.15441(W) AD(       ) 2
 BK2870  NGVD 29 (07/19/86)    8.5    (m)           28.     (f) VERT ANG       
 BK2870
 BK2870.Superseded values are not recommended for survey control.
 BK2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2870.See file dsdata.txt to determine how the superseded data were derived.
 BK2870
 BK2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4249055872(NAD 83)
 BK2870_MARKER: DD = SURVEY DISK
 BK2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2870
 BK2870  HISTORY     - Date     Condition        Report By
 BK2870  HISTORY     - 1974     MONUMENTED       LADH
 BK2870
 BK2870                          STATION DESCRIPTION
 BK2870
 BK2870'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2870'THE STATION IS LOCATED 4 MILES WEST OF IOTA, 7 MILES NORTHWEST OF
 BK2870'EGAN, AN 10 MILES SOUTH-SOUTHEAST OF BASILE, IN THE NORTHEAST
 BK2870'QUARTER OF SECTION 27, T8S, R2W, AND ON THE PROPERTY OWNED BY MR.
 BK2870'FREDERICK CLEMENT, RT. 1, BOX 2236, IOTA, LA. TELEPHONE 824-2956.
 BK2870'
 BK2870'TO REACH THE STATION FROM THE HIGH SCHOOL IN IOTA, GO NORTH AND WEST
 BK2870'ALONG STATE HIGHWAYS 98 AND 91 FOR 0.9 MILE TO WHERE STATE HIGHWAY
 BK2870'91 TURNS RIGHT AND GOES NORTH AND STATE HIGHWAY 98 GOES WEST, AT
 BK2870'THIS INTERSECTION CONTINUE WEST ON STATE HIGHWAY 98 FOR 3.6 MILES
 BK2870'TO THE STATION ON THE LEFT AND SOUTH OF THE HIGHWAY NEAR A
 BK2870'NORTH-SOUTH FENCE.
 BK2870'
 BK2870'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 BK2870'HIGHWAY 98 FOR 0.6 MILE, THE MARK IS SET ON THE LEFT AND SOUTH OF
 BK2870'THE HIGHWAY NEAR A FENCE CORNER.
 BK2870'
 BK2870'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2870'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2870'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2870'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2870'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2870'STAMPED KEVIN 1974.  IT IS 74 FEET SOUTH OF THE CENTER OF STATE
 BK2870'HIGHWAY 98, 70 FEET SOUTHWEST OF THE WEST END OF A SIDE-DRAIN, 36
 BK2870'FEET NORTHWEST OF A POWER POLE, 23 FEET SOUTH OF AN 18 INCH OAK
 BK2870'TREE, 2 FEET EAST OF A FENCE AND 2 FEET EAST OF A METAL WITNESS POST
 BK2870'AND SIGN.
 BK2870'
 BK2870'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2870'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2870'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2870'STAMPED KEVIN RM 1 1974.  IT IS 37 FEET SOUTH OF THE CENTER OF
 BK2870'STATE HIGHWAY 98, 31 FEET WEST-SOUTWEST OF THE WEST END OF A
 BK2870'SIDE-DRAIN, 28 FEET NORTHEAST OF A 18 INCH SYCAMORE TREE, 12 FEET
 BK2870'EAST OF A CONCRETE RIGHT-OF-WAY MARKER, AND 11 FEET EAST OF A
 BK2870'POWER POLE.
 BK2870'
 BK2870'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2870'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2870'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BK2870'IT IS STAMPED KEVIN RM 2 1974.  IT IS 119 FEET SOUTH OF THE CENTER
 BK2870'OF STATE HIGHWAY 98, 81 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 BK2870'RESIDENCE, 65 FEET WEST-NORTHWEST OF A 20 INCH CEDAR TREE, 17
 BK2870'FEET WEST OF A POWER POLE, AND 2 FEET EAST OF A FENCE.
 BK2870'
 BK2870'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2870'U. S. COAST AND GEODETIC SURVEY BENCH MARK SET IN TOP OF A 12-INCH
 BK2870'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 BK2870'STAMPED 1V65 1968.  IT IS 71 FEET EAST OF THE CENTER OF A SHELL
 BK2870'DRIVE, 56 FEET EAST-SOUTHEAST OF THE EAST END OF A SIDE-DRAIN,
 BK2870'39 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 98, 9 FEET
 BK2870'EAST-NORTHEAST OF A 18 INCH OAK TREE, 1.5 FEET NORTH OF A FENCE
 BK2870'AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 BK2870'
 BK2870'NEAREST TOWN--IOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2568 ***********************************************************************
 AU2568  DESIGNATION -  KEY
 AU2568  PID         -  AU2568
 AU2568  STATE/COUNTY-  LA/IBERIA
 AU2568  USGS QUAD   -  LAKE POINT (1981)
 AU2568
 AU2568                         *CURRENT SURVEY CONTROL
 AU2568  ___________________________________________________________________
 AU2568* NAD 83(1992)-  29 35 05.99025(N)    091 44 02.93653(W)     ADJUSTED  
 AU2568* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AU2568  ___________________________________________________________________
 AU2568  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2568  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AU2568
 AU2568  HORZ ORDER  -  SECOND
 AU2568
 AU2568.The horizontal coordinates were established by classical geodetic methods
 AU2568.and adjusted by the National Geodetic Survey in January 1993..
 AU2568
 AU2568.The orthometric height was scaled from a topographic map.
 AU2568
 AU2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2568
 AU2568.The geoid height was determined by GEOID03.
 AU2568
 AU2568;                    North         East     Units Scale Factor Converg.
 AU2568;SPC LA S     -   120,334.723   961,168.834   MT  0.99995191   -0 12 01.5
 AU2568;SPC LA S     -   394,798.17  3,153,434.75   sFT  0.99995191   -0 12 01.5
 AU2568;UTM  15      - 3,273,469.842   622,598.325   MT  0.99978545   +0 37 30.2
 AU2568
 AU2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2568!SPC LA S     -   1.00000385  x   0.99995191  =   0.99995576
 AU2568!UTM  15      -   1.00000385  x   0.99978545  =   0.99978930
 AU2568
 AU2568:                Primary Azimuth Mark                     Grid Az
 AU2568:SPC LA S     -  COTE BLANCHE 3                           005 21 04.5
 AU2568:UTM  15      -  COTE BLANCHE 3                           004 31 32.8
 AU2568
 AU2568|---------------------------------------------------------------------|
 AU2568| PID    Reference Object                     Distance      Geod. Az  |
 AU2568|                                                           dddmmss.s |
 AU2568| AU1769 COTE BLANCHE 3                      APPROX.18.3 KM 0050903.0 |
 AU2568| AU2573 W COTE BLANCHE BAY TEX WELL 26      APPROX.14.8 KM 0152740.3 |
 AU2568| AU2561 E COTE BLANCHE BAY TEX WELL 9       APPROX.16.6 KM 0915633.9 |
 AU2568| AU2562 BURNS UNITED GAS PL CO MAST         APPROX.19.8 KM 0941745.0 |
 AU2568| CV9958 KEY RM 1                             22.564 METERS 10532     |
 AU2568| CV9957 KEY AZ MK                                          1774903.3 |
 AU2568| AU2569 KEY 1933 RM 2                        25.007 METERS 20616     |
 AU2568| AU2581 MARSH IS BAYOU BLANC CAMP CUP       APPROX. 7.6 KM 2090117.5 |
 AU2568| AU2586 FLOATING RIG A                      APPROX.20.3 KM 2992640.3 |
 AU2568| AU2587 FLOATING RIG B                      APPROX.20.2 KM 3002649.9 |
 AU2568| AU2579 W COTE BLANCHE BAY TEX WELL 78      APPROX.14.0 KM 3390940.9 |
 AU2568| AU2618 WEEKS IS MORTON SALT CO TANK        APPROX.25.5 KM 3432951.3 |
 AU2568| AU2624 WEEKS IS MYLES SALT WKS TK          APPROX.25.5 KM 3433008.5 |
 AU2568| AU2617 CYPREMORT PLANTATION STK            APPROX.21.4 KM 3494637.1 |
 AU2568| AU2614 LOUISA BURGUIRIES CO REFIN TK       APPROX.21.4 KM 3500149.6 |
 AU2568|---------------------------------------------------------------------|
 AU2568
 AU2568                          SUPERSEDED SURVEY CONTROL
 AU2568
 AU2568  NAD 83(1986)-  29 35 06.01393(N)    091 44 02.93096(W) AD(       ) 2
 AU2568  NAD 27      -  29 35 05.24600(N)    091 44 02.51000(W) AD(       ) 2
 AU2568
 AU2568.Superseded values are not recommended for survey control.
 AU2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2568.See file dsdata.txt to determine how the superseded data were derived.
 AU2568
 AU2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2259873470(NAD 83)
 AU2568_MARKER: DS = TRIANGULATION STATION DISK
 AU2568_SETTING: 0 = UNSPECIFIED SETTING
 AU2568
 AU2568  HISTORY     - Date     Condition        Report By
 AU2568  HISTORY     - 1933     MONUMENTED       CGS
 AU2568  HISTORY     - 1945     GOOD             ATRECO
 AU2568  HISTORY     - 1948     GOOD             CGS
 AU2568  HISTORY     - 1955     GOOD             CGS
 AU2568  HISTORY     - 1959     GOOD             LOCENG
 AU2568  HISTORY     - 1959     GOOD             CGS
 AU2568  HISTORY     - 1966     POOR             CGS
 AU2568  HISTORY     - 1970     GOOD             LOCENG
 AU2568  HISTORY     - 1970     SEE DESCRIPTION  NGS
 AU2568
 AU2568                          STATION DESCRIPTION
 AU2568
 AU2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2568'STATION IS ON MARSH ISLAND, ON THE FIRST BIG POINT, W OF
 AU2568'AND DISTANT ABOUT 2.2 MILES FROM THE NE POINT OF THE ISLAND,
 AU2568'IN THE MARSH ON THE W SIDE OF THE POINT (THE ORIGINAL DESCRIPTION
 AU2568'SAYS E SIDE), 63 METERS (210 FEET) FROM A SMALL COVE TO
 AU2568'THE NW, 99 METERS (320 FEET) FROM THE NW POINT, 52 METERS
 AU2568'(170 FEET) FROM A SMALL COVE TO THE N AND 380 METERS (1,250
 AU2568'FEET) FROM THE NE POINT.  THE MARSH AT THIS POINT IS SOFT
 AU2568'AND IS WEARING BACK WITH A CONTINUAL CHANGE IN THE
 AU2568'CONFIGURATION OF THE SHORE LINE.
 AU2568'
 AU2568'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE
 AU2568'CENTER OF A 5-INCH OIL PIPE 5 FEET LONG THAT IS FILLED WITH
 AU2568'CONCRETE, EXTENDS 18 INCHES ABOVE THE GROUND AND IS SET
 AU2568'ON A 4- BY 4-INCH PILE.
 AU2568'
 AU2568'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 AU2568'SET IN THE CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO
 AU2568'THE TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 22.570
 AU2568'METERS (74.05 FEET) FROM THE STATION S 74 DEG 24 MIN E.
 AU2568'
 AU2568'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2568'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE
 AU2568'TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 25.045
 AU2568'METERS (82.17 FEET) FROM THE STATION S 26 DEG 15 MIN W.
 AU2568
 AU2568                          STATION RECOVERY (1945)
 AU2568
 AU2568'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1945 (LSW)
 AU2568'STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION
 AU2568'AS DESCRIBED AND WAS FOUND SURMONTED BY A WELL-BUILT 20-FOOT
 AU2568'GUYED TARGET.
 AU2568
 AU2568                          STATION RECOVERY (1948)
 AU2568
 AU2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2568'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2568'THE 1935 RECOVERY NOTE IS ADEQUATE AND COMPLETE.
 AU2568
 AU2568                          STATION RECOVERY (1955)
 AU2568
 AU2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2568'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 AU2568'MARKS ARE IN GOOD CONDITION.
 AU2568'
 AU2568'THE STATION IS MARKED BY A STANDARD DISK STAMPED KEY 1933.
 AU2568'THE MARK PROJECTS 12 INCHES.
 AU2568'
 AU2568'THE STATION IS 243 FEET WEST OF A LIGHT MOUNTED AT THE WEST
 AU2568'BANK OF MOUTH OF SHORT CANAL, AND APPROXIMATELY 50 FEET
 AU2568'SOUTH OF SHORELINE.
 AU2568'
 AU2568'REFERENCE MARK 1, A STANDARD DISK SET IN A 4 INCH SQUARE
 AU2568'CONCRETE POST PROJECTING 3 INCHES, STAMPED NO 1.
 AU2568'
 AU2568'REFERENCE MARK 2, A STANDARD DISK SET IN A 4 INCH SQUARE
 AU2568'CONCRETE POST FLUSH WITH THE SURFACE OF GROUND, STAMPED
 AU2568'NO 2.
 AU2568'
 AU2568'AN AZIMUTH MARK WAS ESTABLISHED.  IT IS A STANDARD DISK
 AU2568'WELDED TO AN IRON PIPE AND ENCASED IN A 7 INCH CONCRETE-FILLED
 AU2568'TILE.  IT IS LOCATED 0.15 MILE SOUTH OF THE STATION.  IT IS
 AU2568'ABOUT 10 FEET SOUTH OF THE SOUTHEAST END OF SHORT CANAL.
 AU2568'THE DISK IS STAMPED KEY 1933.  THE MARK PROJECTS 10 INCHES.
 AU2568'
 AU2568'THE DISTANCE AND DIRECTIONS TO BOTH REFERENCE MARKS FAIL
 AU2568'TO CHECK THE PREVIOUS MEASUREMENTS AND DIRECTIONS.  THE
 AU2568'DISTANCES AND DIRECTIONS WERE FOUND TO BE AS FOLLOWS--
 AU2568'
 AU2568'THE STATION WAS REACHED BY BOAT STARTING FROM CYPREMORT
 AU2568'POINT.  OBSERVATIONS WERE MADE FROM A 16 FOOT SIGNAL.
 AU2568
 AU2568                          STATION RECOVERY (1959)
 AU2568
 AU2568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AU2568'RECOVERED BY HO AND R CO.
 AU2568'
 AU2568'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AU2568'ADEQUATE.
 AU2568
 AU2568                          STATION RECOVERY (1959)
 AU2568
 AU2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 AU2568'THE STATION WAS VISITED 6-12-59 AND THE STATION MARK, REFERENCE
 AU2568'MARK NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE
 AU2568'AZIMUTH MARK WAS NOT FOUND AT THIS DATE.  THE 1955 DESCRIPTION
 AU2568'BY R.A.G. IS ADEQUATE.
 AU2568'
 AU2568'THE ANGLE BETWEEN HAWKINS AND HAWKINS 2 1959 WAS OBSERVED
 AU2568'AT THIS DATE.
 AU2568
 AU2568                          STATION RECOVERY (1966)
 AU2568
 AU2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2568'STATION MARK RECOVERED IN POOR CONDITION, 8 FEET OFFSHORE
 AU2568'IN 1 FOOT OF WATER.  THERE IS A 6 FOOT WOOD STAND IN PLACE
 AU2568'OVER THE MARK AT THIS TIME.  REFERENCE MARK 1 WAS NOT RECOVERED
 AU2568'AND IS BELIEVED TO BE LOST DUE TO EROSION.  REFERENCE MARK
 AU2568'2 AND THE AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCE
 AU2568'MARK IS ABOUT 2 INCHES UNDER THE MUD AND A METAL WITNESS
 AU2568'POST WAS SET AT IT.  THE ORIGINAL DESCRIPTION WITH THE 1955
 AU2568'RECOVERY NOTE IS ADEQUATE AND COMPLETE.
 AU2568
 AU2568                          STATION RECOVERY (1970)
 AU2568
 AU2568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AU2568'RECOVERED BY PAN AMERICAN PETROL CORP.
 AU2568'
 AU2568'STATION IS IN ABOUT 15 FEET OF WATER DUE TO EROSION.  NO CONCRETE,
 AU2568'BUT CAP STILL ON PIPE.  R.M. 2 IS IN GOOD CONDITION.  R.M.
 AU2568'1 AND AZIMUTH MARK NOT SEARCHED FOR.
 AU2568
 AU2568                          STATION RECOVERY (1970)
 AU2568
 AU2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AU2568'STATION WAS VISITED 4-3-70.  REFERENCE MARK 2 WAS RECOVERED
 AU2568'IN GOOD CONDITION.  STATION MARK WAS FOUND IN POOR CONDITION.
 AU2568'IT IS ABOUT 30 FEET OFFSHORE AND IN ABOUT 4 FEET OF WATER
 AU2568'AT HIGH TIDE.  THE DAY THE STATION WAS VISITED THERE WAS A
 AU2568'STRONG WIND FROM THE EAST AND THE WAVES WERE TOO HIGH TO GET
 AU2568'OUT TO THE MARK TO MEASURE TO OR TO OCCUPY THE STATION.
 AU2568'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE NOT RECOVERED.
 AU2568'DISTANCE AND ANGLE PLACED REFERENCE MARK 1 IN AN AREA THAT
 AU2568'HAS COMPLETELY ERODED AWAY.
 AU2568'
 AU2568'A NEW STATION KEY 2 WAS ESTABLISHED ON AN EXTENSION OF THE
 AU2568'LINE TO REFERENCE MARK 2.  (SSW)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0933 ***********************************************************************
 AT0933  DESIGNATION -  KEY
 AT0933  PID         -  AT0933
 AT0933  STATE/COUNTY-  LA/ST BERNARD
 AT0933  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0933
 AT0933                         *CURRENT SURVEY CONTROL
 AT0933  ___________________________________________________________________
 AT0933* NAD 83(1992)-  29 54 18.19209(N)    089 10 21.88428(W)     ADJUSTED  
 AT0933* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0933  ___________________________________________________________________
 AT0933  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AT0933  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AT0933
 AT0933  HORZ ORDER  -  SECOND
 AT0933
 AT0933.The horizontal coordinates were established by classical geodetic methods
 AT0933.and adjusted by the National Geodetic Survey in May 1994..
 AT0933
 AT0933.The orthometric height was scaled from a topographic map.
 AT0933
 AT0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0933
 AT0933.The geoid height was determined by GEOID03.
 AT0933
 AT0933;                    North         East     Units Scale Factor Converg.
 AT0933;SPC LA S     -   157,709.205 1,208,637.663   MT  0.99992713   +1 04 49.2
 AT0933;SPC LA S     -   517,417.62  3,965,338.73   sFT  0.99992713   +1 04 49.2
 AT0933;UTM  16      - 3,310,248.267   290,219.046   MT  1.00014300   -1 05 01.1
 AT0933
 AT0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0933!SPC LA S     -   1.00000411  x   0.99992713  =   0.99993124
 AT0933!UTM  16      -   1.00000411  x   1.00014300  =   1.00014711
 AT0933
 AT0933:                Primary Azimuth Mark                     Grid Az
 AT0933:SPC LA S     -  MITCHELL KEY LIGHT                       102 46 35.5
 AT0933:UTM  16      -  MITCHELL KEY LIGHT                       104 56 25.8
 AT0933
 AT0933|---------------------------------------------------------------------|
 AT0933| PID    Reference Object                     Distance      Geod. Az  |
 AT0933|                                                           dddmmss.s |
 AT0933| AT0928 MITCHELL KEY LIGHT                  APPROX. 1.0 KM 1035124.7 |
 AT0933| DD7287 KEY RM 1                             44.937 METERS 19902     |
 AT0933| DD7288 KEY RM 2                             29.407 METERS 27337     |
 AT0933|---------------------------------------------------------------------|
 AT0933
 AT0933                          SUPERSEDED SURVEY CONTROL
 AT0933
 AT0933  NAD 83(1992)-  29 54 18.20011(N)    089 10 21.87722(W) AD(       ) 2
 AT0933  NAD 83(1986)-  29 54 18.20184(N)    089 10 21.87830(W) AD(       ) 2
 AT0933  NAD 27      -  29 54 17.48500(N)    089 10 21.74200(W) AD(       ) 2
 AT0933
 AT0933.Superseded values are not recommended for survey control.
 AT0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0933.See file dsdata.txt to determine how the superseded data were derived.
 AT0933
 AT0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9021910248(NAD 83)
 AT0933_MARKER: DS = TRIANGULATION STATION DISK
 AT0933_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0933_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0933
 AT0933  HISTORY     - Date     Condition        Report By
 AT0933  HISTORY     - 1952     MONUMENTED       CGS
 AT0933  HISTORY     - 1955     GOOD             CGS
 AT0933  HISTORY     - 1969     MARK NOT FOUND   CGS
 AT0933
 AT0933                          STATION DESCRIPTION
 AT0933
 AT0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0933'LOCATED ON THE W SIDE OF CHANDELEUR SOUND ON MITCHELL KEY ABOUT 10.5
 AT0933'MILES S OF DOOR
 AT0933'POINT, ABOUT 13.5 MILES NE OF POINT CHICOT, 99.0 FEET
 AT0933'SSW OF APPARENT SHORELINE, AND 119
 AT0933'FEET E OF E BANK OF A SMALL BAYOU
 AT0933'WHICH DIVIDES THE ISLAND.
 AT0933'
 AT0933'STATION MARK IS A STANDARD DISK, STAMPED KEY 1952, SET IN THE TOP
 AT0933'OF A 6-INCH TILE
 AT0933'FILLED WITH CONCRETE WHICH IS SUPPORTED BY A 2X4X8
 AT0933'WOODEN POST DRIVEN INTO THE MARSH.
 AT0933'MONUMENT PROJECTS ABOUT 1 FOOT
 AT0933'ABOVE THE LEVEL OF THE MARSH.
 AT0933'
 AT0933'R. M. 1 IS A STANDARD DISK, STAMPED KEY NO 1 1952, SET IN THE TOP
 AT0933'OF A 6-INCH TILE
 AT0933'FILLED WITH CONCRETE WHICH IS SUPPORTED BY A 2X4X8
 AT0933'WOODEN POST DRIVEN INTO THE MARSH.
 AT0933'MONUMENT PROJECTS ABOUT 1 FOOT
 AT0933'ABOVE THE LEVEL OF THE MARSH.
 AT0933'
 AT0933'R. M. 2 IS A STANDARD DISK, STAMPED KEY NO 2 1952, SET IN THE TOP
 AT0933'OF A 6-INCH TILE
 AT0933'FILLED WITH CONCRETE WHICH IS SUPPORTED BY A 2X4X8
 AT0933'WOODEN POST DRIVEN INTO THE MARSH.
 AT0933'MONUMENT IS 15 FEET E OF THE E
 AT0933'BANK OF THE SMALL BAYOU AND PROJECTS ABOUT 1 FOOT
 AT0933'ABOVE THE LEVEL OF
 AT0933'THE MARSH.
 AT0933'
 AT0933'HEIGHT OF LIGHT ABOVE STATION MARK 11.5 METERS.
 AT0933
 AT0933                          STATION RECOVERY (1955)
 AT0933
 AT0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0933'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 AT0933'ORIGINAL DESCRIPTION IS
 AT0933'ADEQUATE EXCEPT THAT THE STATION IS NOW 80 FEET
 AT0933'SOUTH-SOUTHWEST OF THE APPARENT
 AT0933'SHORE LINE, ON LINE TO STATION DOOR
 AT0933'PT 2.
 AT0933'
 AT0933'THERE WAS A SLIGHT DESCREPENCY IN THE REFERENCE MARK MEASUREMENTS.
 AT0933
 AT0933                          STATION RECOVERY (1969)
 AT0933
 AT0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0933'THIS STATION WAS DESTROYED BY HURRICANE CAMILLE.  RM NO. 1 WAS OUT
 AT0933'IN WATER AND RM 2 WAS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2569 ***********************************************************************
 AU2569  DESIGNATION -  KEY 1933 RM 2
 AU2569  PID         -  AU2569
 AU2569  STATE/COUNTY-  LA/IBERIA
 AU2569  USGS QUAD   -  LAKE POINT (1981)
 AU2569
 AU2569                         *CURRENT SURVEY CONTROL
 AU2569  ___________________________________________________________________
 AU2569* NAD 83(1992)-  29 35 05.26190(N)    091 44 03.34765(W)     ADJUSTED  
 AU2569* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AU2569  ___________________________________________________________________
 AU2569  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2569  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AU2569
 AU2569  HORZ ORDER  -  THIRD
 AU2569
 AU2569.The horizontal coordinates were established by classical geodetic methods
 AU2569.and adjusted by the National Geodetic Survey in January 1993..
 AU2569.No horizontal observational check was made to the station.
 AU2569
 AU2569.The orthometric height was scaled from a topographic map.
 AU2569
 AU2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2569
 AU2569.The geoid height was determined by GEOID03.
 AU2569
 AU2569;                    North         East     Units Scale Factor Converg.
 AU2569;SPC LA S     -   120,312.337   961,157.692   MT  0.99995194   -0 12 01.7
 AU2569;SPC LA S     -   394,724.73  3,153,398.19   sFT  0.99995194   -0 12 01.7
 AU2569;UTM  15      - 3,273,447.302   622,587.509   MT  0.99978542   +0 37 30.0
 AU2569
 AU2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2569!SPC LA S     -   1.00000385  x   0.99995194  =   0.99995579
 AU2569!UTM  15      -   1.00000385  x   0.99978542  =   0.99978927
 AU2569
 AU2569|---------------------------------------------------------------------|
 AU2569| PID    Reference Object                     Distance      Geod. Az  |
 AU2569|                                                           dddmmss.s |
 AU2569| AU2568 KEY                                  25.007 METERS 02616     |
 AU2569| AU2567 HAWKINS 2                           APPROX. 3.1 KM 1180423.6 |
 AU2569| AU2571 KEY 2 RM 3                           26.880 METERS 17403     |
 AU2569| AU2570 KEY 2 1970                           20.091 METERS 20616     |
 AU2569|---------------------------------------------------------------------|
 AU2569
 AU2569                          SUPERSEDED SURVEY CONTROL
 AU2569
 AU2569  NAD 83(1986)-  29 35 05.28558(N)    091 44 03.34208(W) AD(       ) 3
 AU2569  NAD 27      -  29 35 04.51757(N)    091 44 02.92106(W) AD(       ) 3
 AU2569
 AU2569.Superseded values are not recommended for survey control.
 AU2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2569.See file dsdata.txt to determine how the superseded data were derived.
 AU2569
 AU2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2258873447(NAD 83)
 AU2569_MARKER: DR = REFERENCE MARK DISK
 AU2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2569+STABILITY: SURFACE MOTION
 AU2569
 AU2569  HISTORY     - Date     Condition        Report By
 AU2569  HISTORY     - 1970     MONUMENTED       NGS
 AU2569
 AU2569                          STATION DESCRIPTION
 AU2569
 AU2569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AU2569'THE STATION IS LOCATED ABOUT 28 MILES SOUTH OF NEW IBERIA,
 AU2569'19 MILES SOUTHWEST OF FRANKLIN AND 15 MILES SOUTH-SOUTHEAST
 AU2569'OF WEEKS ISLAND ON THE NORTHEAST SHORE OF MARSH ISLAND AND
 AU2569'ABOUT 2 MILES WEST-NORTHWEST OF THE EAST TIP OF THE ISLAND.
 AU2569'IT IS 168 FEET NORTHWEST OF THE NORTHWEST EDGE OF A SMALL
 AU2569'SLIP, 100 YARDS WEST-NORTHWEST OF A METAL STORAGE TANK,
 AU2569'WHICH IS AT THE NORTHEAST END OF THE SLIP.
 AU2569'
 AU2569'REFERENCE MARK NO. 2 IS (65.92) FEET NORTH-NORTHEAST OF
 AU2569'THE STATION.  IT IS 9 FEET NORTH OF THE SOUTH EDGE OF THE
 AU2569'SHELL BANK AND 6 INCHES NORTH OF A METAL WITNESS POST.  IT
 AU2569'IS A C AND GS REFERENCE MARK DISK, STAMPED NO 2, SET IN
 AU2569'THE TOP OF A 4 INCH SQUARE CONCRETE POST WHICH IS 14 INCHES
 AU2569'BELOW THE SURFACE OF THE SHELL BANK AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3169 ***********************************************************************
 CQ3169  DESIGNATION -  KICKAPOO
 CQ3169  PID         -  CQ3169
 CQ3169  STATE/COUNTY-  LA/DE SOTO
 CQ3169  USGS QUAD   -  GLOSTER (1994)
 CQ3169
 CQ3169                         *CURRENT SURVEY CONTROL
 CQ3169  ___________________________________________________________________
 CQ3169* NAD 83(1992)-  32 11 43.67096(N)    093 50 13.11456(W)     ADJUSTED  
 CQ3169* NAVD 88     -       103.242  (meters)     338.72   (feet)  ADJUSTED  
 CQ3169  ___________________________________________________________________
 CQ3169  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ3169  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ3169  DYNAMIC HT  -         103.124 (meters)     338.33  (feet)  COMP
 CQ3169  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CQ3169
 CQ3169  HORZ ORDER  -  FIRST
 CQ3169  VERT ORDER  -  SECOND    CLASS I
 CQ3169
 CQ3169.The horizontal coordinates were established by classical geodetic methods
 CQ3169.and adjusted by the National Geodetic Survey in February 1996..
 CQ3169
 CQ3169.The orthometric height was determined by differential leveling
 CQ3169.and adjusted by the National Geodetic Survey in February 1994..
 CQ3169
 CQ3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3169
 CQ3169.The geoid height was determined by GEOID03.
 CQ3169
 CQ3169.The dynamic height is computed by dividing the NAVD 88
 CQ3169.geopotential number by the normal gravity value computed on the
 CQ3169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3169.degrees latitude (g = 980.6199 gals.).
 CQ3169
 CQ3169.The modeled gravity was interpolated from observed gravity values.
 CQ3169
 CQ3169;                    North         East     Units Scale Factor Converg.
 CQ3169;SPC LA N     -   188,763.001   873,946.132   MT  0.99992645   -0 42 24.7
 CQ3169;SPC LA N     -   619,299.95  2,867,271.60   sFT  0.99992645   -0 42 24.7
 CQ3169;UTM  15      - 3,562,408.779   421,110.072   MT  0.99967675   -0 26 45.5
 CQ3169
 CQ3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3169!SPC LA N     -   0.99998784  x   0.99992645  =   0.99991429
 CQ3169!UTM  15      -   0.99998784  x   0.99967675  =   0.99966459
 CQ3169
 CQ3169|---------------------------------------------------------------------|
 CQ3169| PID    Reference Object                     Distance      Geod. Az  |
 CQ3169|                                                           dddmmss.s |
 CQ3169| CX6593 KICKAPOO RM 1                        37.820 METERS 00945     |
 CQ3169| CX6592 KICKAPOO AZ MK                                     0713147.6 |
 CQ3169| CX6594 KICKAPOO RM 2                                      21427     |
 CQ3169| CQ3476 KICKAPOO RM 3                        32.089 METERS 25757     |
 CQ3169| CQ3173 KICKAPOO 2                            4.554 METERS 26308     |
 CQ3169| CQ3475 KICKAPOO RM 4                        30.183 METERS 33118     |
 CQ3169|---------------------------------------------------------------------|
 CQ3169
 CQ3169                          SUPERSEDED SURVEY CONTROL
 CQ3169
 CQ3169  NAD 83(1992)-  32 11 43.67141(N)    093 50 13.11380(W) AD(       ) 1
 CQ3169  NAD 83(1986)-  32 11 43.67867(N)    093 50 13.10733(W) AD(       ) 1
 CQ3169  NAD 27      -  32 11 43.10000(N)    093 50 12.45100(W) AD(       ) 1
 CQ3169  NGVD 29 (07/19/86)  103.33   (m)          339.0    (f) LEVELING    3  
 CQ3169
 CQ3169.Superseded values are not recommended for survey control.
 CQ3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3169.See file dsdata.txt to determine how the superseded data were derived.
 CQ3169
 CQ3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2111062409(NAD 83)
 CQ3169_MARKER: DS = TRIANGULATION STATION DISK
 CQ3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3169_SP_SET: CONCRETE POST
 CQ3169_STAMPING: KICKAPOO 1930
 CQ3169_MARK LOGO: CGS   
 CQ3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3169+STABILITY: SURFACE MOTION
 CQ3169
 CQ3169  HISTORY     - Date     Condition        Report By
 CQ3169  HISTORY     - 1930     MONUMENTED       CGS
 CQ3169  HISTORY     - 1930     GOOD             CGS
 CQ3169  HISTORY     - 1948     GOOD             LADH
 CQ3169  HISTORY     - 1969     GOOD             CGS
 CQ3169  HISTORY     - 1976     GOOD             NGS
 CQ3169  HISTORY     - 1977     GOOD             LADTD
 CQ3169  HISTORY     - 19880413 GOOD             LADTD
 CQ3169
 CQ3169                          STATION DESCRIPTION
 CQ3169
 CQ3169'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3169'ABOUT 1 MILE W OF GLOSTER, 7 MILES N OF GRAND CANE, 3-1/2
 CQ3169'MILES E OF KEACHIE, AND ABOUT 250 METERS (820 FEET) N OF
 CQ3169'THE INTERSECTION OF HIGHWAYS 38 AND 171, IN SMALL PIECE OF
 CQ3169'GRASSLAND BETWEEN HIGHWAY AND FIRST HOUSE ON W, 15.6 METERS
 CQ3169'(51 FEET) W OF HIGHWAY 171, 33.0 METERS (108 FEET) S OF
 CQ3169'NORTHERLY PRIVATE ROAD LEADING TO FARM HOUSE, AND 13.2 METERS
 CQ3169'(43 FEET) N OF PRIVATE ROAD ALONG S SIDE OF GRASS PLOT.
 CQ3169'
 CQ3169'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3169'DISKS SET IN CONCRETE.
 CQ3169'
 CQ3169'REFERENCE MARK NO. 1 IS AT FENCE CORNER, 4 METERS (13 FEET)
 CQ3169'N OF PRIVATE ROAD, 9 METERS (30 FEET) W OF HIGHWAY, AND
 CQ3169'37.82 METERS (124.1 FEET) FROM STATION N 09 DEG 45 MIN E.
 CQ3169'
 CQ3169'REFERENCE MARK NO. 2 IS IN FENCE LINE, 8 METERS (26 FEET)
 CQ3169'N OF HIGHWAY 38, ABOUT 150 METERS (492 FEET) W OF INTERSECTION
 CQ3169'OF HIGHWAYS, AND 1/8 MILE FROM STATION S 34 DEG 27 MIN 05 SEC E.
 CQ3169
 CQ3169                          STATION RECOVERY (1930)
 CQ3169
 CQ3169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 CQ3169'RECOVERED IN GOOD CONDITION.
 CQ3169
 CQ3169                          STATION RECOVERY (1948)
 CQ3169
 CQ3169'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1948
 CQ3169'LETTER FROM MR. A.S. GIBSON, PROJECT ENGINEER, LOUISIANA
 CQ3169'DEPARTMENT OF HIGHWAYS, MANSFIELD, LA., DATED NOVEMBER 1,
 CQ3169'1948--
 CQ3169'
 CQ3169'REFERENCE MARK 2 WAS DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 CQ3169'
 CQ3169'REFERENCE DISK STAMPED KICKAPOO NO 2 1930 RECEIVED AT THIS
 CQ3169'OFFICE NOVEMBER 4, 1948.
 CQ3169
 CQ3169                          STATION RECOVERY (1969)
 CQ3169
 CQ3169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3169'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 CQ3169'MARK 1 WAS NOT RECOVERED.  REFERENCE MARK 2 WAS DESTROYED AT A
 CQ3169'PREVIOUS DATE.  REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE
 CQ3169'ESTABLISHED THIS DATE.
 CQ3169'
 CQ3169'THE STATION IS LOCATED 8 MILES NORTH-NORTHWEST OF GRAND CANE,
 CQ3169'6 MILES SOUTH OF STONEWALL, 4 MILES EAST OF KEATCHIE, 1 MILE
 CQ3169'WEST OF GLOSTER AND 0.1 MILE NORTH OF KICKAPOO, ON PROPERTY
 CQ3169'OF MRS. E. T. VOSS.
 CQ3169'
 CQ3169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 CQ3169'AND STATE HIGHWAY 5 IN KICKAPOO, GO NORTH ON U.S. HIGHWAY 171
 CQ3169'FOR 0.1 MILE TO A DRIVEWAY LEFT AND THE STATION ON THE WEST SIDE
 CQ3169'OF THE HIGHWAY.
 CQ3169'
 CQ3169'TO REACH THE AZIMUTH MARK FROM THE STATION, CROSS THE HIGHWAY
 CQ3169'AND GO EASTERLY ON A FARM ROAD FOR 0.3 MILE TO A CATTLE PEN
 CQ3169'ON THE RIGHT.  PASS TO THE LEFT OF THE PEN AND GO THROUGH A
 CQ3169'GATE FOR 100 FEET TO A GATE, PASS THROUGH THE GATE AND MAKE A
 CQ3169'SHARP RIGHT TURN AND GO SOUTHERLY FOR 0.1 MILE TO THE AZIMUTH
 CQ3169'MARK ON THE RIGHT IN THE FENCE.
 CQ3169'
 CQ3169'STATION MARK IS A STANDARD DISK, STAMPED KICKAPOO 1930, SET IN
 CQ3169'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CQ3169'2 INCHES.  IT IS 50 FEET WEST OF THE CENTER OF U.S. HIGHWAY 171,
 CQ3169'39 FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY AND 31 FEET
 CQ3169'NORTHWEST OF A FIR TREE.
 CQ3169'
 CQ3169'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KICKAPOO 1930 NO 3
 CQ3169'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3169'THAT IS FLUSH.  IT IS 154 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 CQ3169'171, 121 FEET SOUTH OF A DIRT DRIVE THAT LEADS TO A HOUSE AND
 CQ3169'23 FEET NORTH OF A GRAVELED DRIVEWAY.
 CQ3169'
 CQ3169'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED KICKAPOO 1930 NO
 CQ3169'4 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ3169'MONUMENT THAT IS FLUSH.  IT IS 127 FEET NORTH OF A GRAVELED
 CQ3169'DRIVEWAY, 98 FEET WEST OF THE CENTER OF U.S. HIGHWAY 171 AND
 CQ3169'17 FEET SOUTH OF A DIRT DRIVE.
 CQ3169'
 CQ3169'AZIMUTH MARK IS A STANDARD DISK, STAMPED KICKAPOO 1930 1969,
 CQ3169'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3169'THAT PROJECTS 4 INCHES.  IT IS 1.6 FEET SOUTH-SOUTHEAST OF A
 CQ3169'METAL WITNESS POST WITH A SIGN ATTACHED AND 1 FOOT
 CQ3169'EAST-NORTHEAST OF A FENCE.
 CQ3169'
 CQ3169'HEIGHT OF LIGHT ABOVE STATION MARK 99.41 FEET.
 CQ3169'
 CQ3169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3169'0.1 MILE NORTH OF KICKAPOO.
 CQ3169
 CQ3169                          STATION RECOVERY (1976)
 CQ3169
 CQ3169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 CQ3169'THE STATION WAS RECOVERED 5-20-76 AND THE STATION MARK, AZIMUTH MARK
 CQ3169'AND REFERENCE MARKS NO. 3 AND 4 WERE FOUND IN GOOD CONDITION.  THE
 CQ3169'STATION MARKS WERE MOVED AT THIS DATE DUE TO HIGHWAY
 CQ3169'CONSTRUCTION.  IT WAS MOVED WEST 4.554 METERS TO THE HIGHWAY
 CQ3169'RIGHT-OF-WAY LINE.  THE AZIMUTH MARK AND REFERENCE MARKS NO. 3
 CQ3169'AND 4 WERE USED FOR THE NEW STATION KICKAPOO 2 1976.  FOR
 CQ3169'INFORMATION SEE DESCRIPTION OF KICKAPOO 2 1976.
 CQ3169
 CQ3169                          STATION RECOVERY (1977)
 CQ3169
 CQ3169'RECOVERY NOTE BY LA TRANSP AND DEV 1977 (BDC)
 CQ3169'KICKAPOO 1930 RECOVERED GOOD.
 CQ3169'
 CQ3169'DECRIPTION IS ADEQUATE.
 CQ3169'
 CQ3169'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF GLOSTER.
 CQ3169'
 CQ3169'KICKAPOO AZIMUTH 1930 1969.
 CQ3169'
 CQ3169'DESCRIPTION IS ADEQUATE.
 CQ3169'
 CQ3169'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF GLOSTER
 CQ3169'1 MILE NORTH OF KICKAPOO.
 CQ3169
 CQ3169                          STATION RECOVERY (1988)
 CQ3169
 CQ3169'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ3169'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3169'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 24.6
 CQ3169'KM (15.3 MI) TO THE MARK ON THE LEFT SET NEAR A HOUSE.
 CQ3169'THE MARK IS 15.4 M (50.5 FT) WEST FROM THE CENTER OF THE SOUTH BOUND
 CQ3169'LANES OF THE HIGHWAY, 12.3 M (40.4 FT) NORTH FROM THE CENTER OF AN
 CQ3169'ASPHALT DRIVE, 10.1 M (33.1 FT) SOUTH-SOUTHWEST FROM A CONCRETE
 CQ3169'RIGHT-OF-WAY MARKER AND 4.3 M (14.1 FT) EAST FROM A WITNESS POST.
 CQ3169'THE MARK IS PROJECTING 8 CM AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3173 ***********************************************************************
 CQ3173  DESIGNATION -  KICKAPOO 2
 CQ3173  PID         -  CQ3173
 CQ3173  STATE/COUNTY-  LA/DE SOTO
 CQ3173  USGS QUAD   -  GLOSTER (1994)
 CQ3173
 CQ3173                         *CURRENT SURVEY CONTROL
 CQ3173  ___________________________________________________________________
 CQ3173* NAD 83(1992)-  32 11 43.65330(N)    093 50 13.28719(W)     ADJUSTED  
 CQ3173* NAVD 88     -       103.096  (meters)     338.24   (feet)  ADJUSTED  
 CQ3173  ___________________________________________________________________
 CQ3173  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ3173  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ3173  DYNAMIC HT  -         102.977 (meters)     337.85  (feet)  COMP
 CQ3173  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CQ3173
 CQ3173  HORZ ORDER  -  SECOND
 CQ3173  VERT ORDER  -  SECOND    CLASS I
 CQ3173
 CQ3173.The horizontal coordinates were established by classical geodetic methods
 CQ3173.and adjusted by the National Geodetic Survey in February 1996..
 CQ3173
 CQ3173.The orthometric height was determined by differential leveling
 CQ3173.and adjusted by the National Geodetic Survey in February 1994..
 CQ3173
 CQ3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3173
 CQ3173.The geoid height was determined by GEOID03.
 CQ3173
 CQ3173.The dynamic height is computed by dividing the NAVD 88
 CQ3173.geopotential number by the normal gravity value computed on the
 CQ3173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3173.degrees latitude (g = 980.6199 gals.).
 CQ3173
 CQ3173.The modeled gravity was interpolated from observed gravity values.
 CQ3173
 CQ3173;                    North         East     Units Scale Factor Converg.
 CQ3173;SPC LA N     -   188,762.513   873,941.604   MT  0.99992645   -0 42 24.8
 CQ3173;SPC LA N     -   619,298.34  2,867,256.75   sFT  0.99992645   -0 42 24.8
 CQ3173;UTM  15      - 3,562,408.270   421,105.547   MT  0.99967676   -0 26 45.6
 CQ3173
 CQ3173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3173!SPC LA N     -   0.99998786  x   0.99992645  =   0.99991431
 CQ3173!UTM  15      -   0.99998786  x   0.99967676  =   0.99966463
 CQ3173
 CQ3173:                Primary Azimuth Mark                     Grid Az
 CQ3173:SPC LA N     -  KICKAPOO AZ MK                           072 21 50.3
 CQ3173:UTM  15      -  KICKAPOO AZ MK                           072 06 11.1
 CQ3173
 CQ3173|---------------------------------------------------------------------|
 CQ3173| PID    Reference Object                     Distance      Geod. Az  |
 CQ3173|                                                           dddmmss.s |
 CQ3173| CX6592 KICKAPOO AZ MK                                     0713925.5 |
 CQ3173| CQ3169 KICKAPOO                              4.554 METERS 08308     |
 CQ3173| CQ3476 KICKAPOO RM 3                                      25705     |
 CQ3173| CQ3475 KICKAPOO RM 4                                      33945     |
 CQ3173|---------------------------------------------------------------------|
 CQ3173
 CQ3173                          SUPERSEDED SURVEY CONTROL
 CQ3173
 CQ3173  NAD 83(1992)-  32 11 43.65376(N)    093 50 13.28643(W) AD(       ) 2
 CQ3173  NAD 83(1986)-  32 11 43.66101(N)    093 50 13.27995(W) AD(       ) 2
 CQ3173  NAD 27      -  32 11 43.08234(N)    093 50 12.62362(W) AD(       ) 2
 CQ3173
 CQ3173.Superseded values are not recommended for survey control.
 CQ3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3173.See file dsdata.txt to determine how the superseded data were derived.
 CQ3173
 CQ3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2110662408(NAD 83)
 CQ3173_MARKER: DS = TRIANGULATION STATION DISK
 CQ3173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3173_SP_SET: CONCRETE POST
 CQ3173_STAMPING: KICKAPOO 2 1976
 CQ3173_MARK LOGO: NGS   
 CQ3173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3173+STABILITY: SURFACE MOTION
 CQ3173
 CQ3173  HISTORY     - Date     Condition        Report By
 CQ3173  HISTORY     - 1976     MONUMENTED       NGS
 CQ3173  HISTORY     - 1976     GOOD             NGS
 CQ3173  HISTORY     - 19880413 GOOD             LADTD
 CQ3173  HISTORY     - 19961201 GOOD             USPSQD
 CQ3173
 CQ3173                          STATION DESCRIPTION
 CQ3173
 CQ3173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 CQ3173'THE STATION IS LOCATED 6 MILES SOUTH OF STONEWALL, 4 MILES
 CQ3173'EAST OF KEATCHIE, 1 MILE WEST OF GLOSTER AND ABOUT 0.1 MILE
 CQ3173'NORTH OF THE COMMUNITY OF KICKAPOO AND THE INTERSECTION OF
 CQ3173'U.S. HIGHWAY 171 AND STATE HIGHWAY 5 ON PROPERTY OWNED BY
 CQ3173'MRS E.T. VOSS.  IT IS 65 FEET WEST OF THE CENTER OF THE SOUTH
 CQ3173'BOUND LANE OF U.S. HIGHWAY 171, 37.7 FEET NORTH OF THE CENTER
 CQ3173'OF THE DRIVEWAY TO MRS VOSSS HOUSE, 5.5 FEET SOUTH OF A
 CQ3173'WATER METER, 62 FEET NORTH OF A FENCE CORNER, 176 FEET EAST
 CQ3173'OF A 3-FOOT PINE TREE.  IT IS AN NGS DISK STAMPED KICKAPOO 2
 CQ3173'1976, PROJECTING 1 INCH.
 CQ3173'
 CQ3173'REFERENCE MARK NO. 3 IS 90.40 FEET WEST-SOUTHWEST OF THE
 CQ3173'STATION, 24 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 87 FEET
 CQ3173'EAST OF A 3-FOOT PINE TREE.  IT IS A REFERENCE MARK DISK
 CQ3173'STAMPED KICKAPOO NO 3 1930 1969, FLUSH WITH THE GROUND.
 CQ3173'
 CQ3173'REFERENCE MARK NO. 4 IS 94.51 FEET NORTH WEST OF THE STATION,
 CQ3173'175 FEET NORTHEAST OF A 3-FOOT PINE TREE, 18 FEET SOUTH OF
 CQ3173'THE NORTH DRIVEWAY TO MR. VOOS HOUSE, AND 76 FEET SOUTHWEST
 CQ3173'OF A FENCE CORNER.  IT IS A REFERENCE MARK DISK STAMPED
 CQ3173'KICKAPOO NO 4 1930 1969, FLUSH WITH THE GROUND.
 CQ3173'
 CQ3173'THE AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION, ABOUT
 CQ3173'150 YARDS SOUTHEAST OF A HOUSE AND BARN, ABOUT 100 YARDS
 CQ3173'NORTHWEST OF A POND, AND 100 YARDS NORTHEAST OF ANOTHER POND,
 CQ3173'IN A NORTH-SOUTH FENCE LINE, 86 FEET NORTH OF A T FENCE CORNER,
 CQ3173'70 FEET NORTHEAST OF A LONE 12-INCH TREE, 1 FOOT SOUTH OF
 CQ3173'A WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  IT IS AN
 CQ3173'AZIMUTH MARK DISK STAMPED KICKAPOO 1930 1969.
 CQ3173'
 CQ3173'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 171
 CQ3173'AND STATE HIGHWAY NO. 5 IN KICKAPOO, GO NORTH ON U.S. HIGHWAY
 CQ3173'171 FOR 0.1 MILE TO THE STATION ON THE TOP OF THE HILL ON THE
 CQ3173'WEST SIDE OF THE HIGHWAY.
 CQ3173'
 CQ3173'TO REACH THE AZIMUTH MARK FROM THE STATION, CROSS THE HIGHWAY
 CQ3173'GOING EAST TO A GATE AT THE NORTHWEST CORNER OF A PASTURE, GO
 CQ3173'THROUGH THE GATE AND CONTINUE NORTHEAST ACROSS THE OPEN PASTURE
 CQ3173'TO A NORTH-SOUTH FENCE LINE AND THE AZIMUTH MARK ABOUT 100
 CQ3173'YARDS NORTHWEST OF A POND.
 CQ3173
 CQ3173                          STATION RECOVERY (1976)
 CQ3173
 CQ3173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CQ3173'RECOVERED IN GOOD CONDITION.
 CQ3173
 CQ3173                          STATION RECOVERY (1988)
 CQ3173
 CQ3173'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ3173'OWNERSHIP--MRS. E. T. VOSS.
 CQ3173'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 24.6
 CQ3173'KM (15.3 MI) ON HIGHWAY 171 TO THE MARK ON THE LEFT SET NEAR A HOUSE.
 CQ3173'THE MARK IS 19.8 M (65.0 FT) WEST FROM THE CENTER OF THE SOUTH BOUND
 CQ3173'LANES OF THE HIGHWAY, 11.5 M (37.7 FT) NORTH FROM THE CENTER OF THE
 CQ3173'DRIVE LEADING TO THE HOUSE NAD 18.9 M (62.0 FT) NORTH FROM A FENCE
 CQ3173'CORNER.  THE MARK IS PROJECTING 3 CM AND IS ABOUT LEVEL WITH THE
 CQ3173'HIGHWAY.
 CQ3173
 CQ3173                          STATION RECOVERY (1996)
 CQ3173
 CQ3173'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3476 ***********************************************************************
 CQ3476  DESIGNATION -  KICKAPOO RM 3
 CQ3476  PID         -  CQ3476
 CQ3476  STATE/COUNTY-  LA/DE SOTO
 CQ3476  USGS QUAD   -  GLOSTER (1994)
 CQ3476
 CQ3476                         *CURRENT SURVEY CONTROL
 CQ3476  ___________________________________________________________________
 CQ3476* NAD 83(1986)-  32 11 44.     (N)    093 50 13.     (W)     SCALED    
 CQ3476* NAVD 88     -       102.983  (meters)     337.87   (feet)  ADJUSTED  
 CQ3476  ___________________________________________________________________
 CQ3476  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ3476  DYNAMIC HT  -         102.865 (meters)     337.48  (feet)  COMP
 CQ3476  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CQ3476
 CQ3476  VERT ORDER  -  SECOND    CLASS I
 CQ3476
 CQ3476.The horizontal coordinates were scaled from a topographic map and have
 CQ3476.an estimated accuracy of +/- 6 seconds.
 CQ3476
 CQ3476.The orthometric height was determined by differential leveling
 CQ3476.and adjusted by the National Geodetic Survey in February 1994..
 CQ3476
 CQ3476.The geoid height was determined by GEOID03.
 CQ3476
 CQ3476.The dynamic height is computed by dividing the NAVD 88
 CQ3476.geopotential number by the normal gravity value computed on the
 CQ3476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3476.degrees latitude (g = 980.6199 gals.).
 CQ3476
 CQ3476.The modeled gravity was interpolated from observed gravity values.
 CQ3476
 CQ3476;                    North         East    Units  Estimated Accuracy
 CQ3476;SPC LA N     -   188,770.      873,950.      MT  (+/- 180 meters Scaled)
 CQ3476
 CQ3476                          SUPERSEDED SURVEY CONTROL
 CQ3476
 CQ3476.No superseded survey control is available for this station.
 CQ3476
 CQ3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR211624(NAD 83)
 CQ3476_MARKER: DR = REFERENCE MARK DISK
 CQ3476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3476_SP_SET: CONCRETE POST
 CQ3476_STAMPING: KICKAPOO NO 3 1930 1969
 CQ3476_MARK LOGO: CGS   
 CQ3476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3476+STABILITY: SURFACE MOTION
 CQ3476
 CQ3476  HISTORY     - Date     Condition        Report By
 CQ3476  HISTORY     - 1969     MONUMENTED       CGS
 CQ3476  HISTORY     - 19880413 GOOD             LADTD
 CQ3476  HISTORY     - 19961201 MARK NOT FOUND   USPSQD
 CQ3476
 CQ3476                          STATION DESCRIPTION
 CQ3476
 CQ3476'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3476'OWNERSHIP--MRS. E. T. VOSS.
 CQ3476'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 24.6
 CQ3476'KM (15.3 MI) ON U S HIGHWAY 171 TO THE MARK ON THE LEFT SET NEAR A
 CQ3476'HOUSE,  27.6 M (90.6 FT) WEST-SOUTHWEST FROM KICKAPOO 2, 11.9 M
 CQ3476'(39.0 FT) EAST-NORTHEAST FROM A 12-INCH RED OAK TREE AND 7.3 M
 CQ3476'(24.0 FT) NORTH FROM THE CENTER OF A DRIVE LEADING TO THE HOUSE.  THE
 CQ3476'MARK IS PROJECTING 3 CM AND IS ABOUT LEVEL WITH THE HIGHWAY.
 CQ3476
 CQ3476                          STATION RECOVERY (1996)
 CQ3476
 CQ3476'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3475 ***********************************************************************
 CQ3475  DESIGNATION -  KICKAPOO RM 4
 CQ3475  PID         -  CQ3475
 CQ3475  STATE/COUNTY-  LA/DE SOTO
 CQ3475  USGS QUAD   -  GLOSTER (1994)
 CQ3475
 CQ3475                         *CURRENT SURVEY CONTROL
 CQ3475  ___________________________________________________________________
 CQ3475* NAD 83(1986)-  32 11 44.     (N)    093 50 13.     (W)     SCALED    
 CQ3475* NAVD 88     -       102.718  (meters)     337.00   (feet)  ADJUSTED  
 CQ3475  ___________________________________________________________________
 CQ3475  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ3475  DYNAMIC HT  -         102.600 (meters)     336.61  (feet)  COMP
 CQ3475  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CQ3475
 CQ3475  VERT ORDER  -  SECOND    CLASS I
 CQ3475
 CQ3475.The horizontal coordinates were scaled from a topographic map and have
 CQ3475.an estimated accuracy of +/- 6 seconds.
 CQ3475
 CQ3475.The orthometric height was determined by differential leveling
 CQ3475.and adjusted by the National Geodetic Survey in February 1994..
 CQ3475
 CQ3475.The geoid height was determined by GEOID03.
 CQ3475
 CQ3475.The dynamic height is computed by dividing the NAVD 88
 CQ3475.geopotential number by the normal gravity value computed on the
 CQ3475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3475.degrees latitude (g = 980.6199 gals.).
 CQ3475
 CQ3475.The modeled gravity was interpolated from observed gravity values.
 CQ3475
 CQ3475;                    North         East    Units  Estimated Accuracy
 CQ3475;SPC LA N     -   188,770.      873,950.      MT  (+/- 180 meters Scaled)
 CQ3475
 CQ3475                          SUPERSEDED SURVEY CONTROL
 CQ3475
 CQ3475.No superseded survey control is available for this station.
 CQ3475
 CQ3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR211624(NAD 83)
 CQ3475_MARKER: DS = TRIANGULATION STATION DISK
 CQ3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3475_SP_SET: CONCRETE POST
 CQ3475_STAMPING: KICKAPOO NO 4 1930 1969
 CQ3475_MARK LOGO: CGS   
 CQ3475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3475+STABILITY: SURFACE MOTION
 CQ3475
 CQ3475  HISTORY     - Date     Condition        Report By
 CQ3475  HISTORY     - 1969     MONUMENTED       CGS
 CQ3475  HISTORY     - 19880413 GOOD             LADTD
 CQ3475  HISTORY     - 19961201 GOOD             USPSQD
 CQ3475
 CQ3475                          STATION DESCRIPTION
 CQ3475
 CQ3475'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3475'OWNERSIP--MRS. E. T. VOSS.
 CQ3475'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 24.6
 CQ3475'KM (15.3 MI) ON HIGHWAY 171 TO THE MARK ON THE LEFT SET NEAR A HOUSE.
 CQ3475'THE MARK IS 28.8 M (94.5 FT) NORTHWEST FROM KICKAPOO 2, 23.2 M
 CQ3475'(76.1 FT) SOUTHWEST FROM A FENCE CORNER, 5.5 M (18.0 FT) SOUTH FROM
 CQ3475'THE NORTH DRIVE TO THE HOUSE AND 2.4 M (7.9 FT) SOUTHEAST FROM A
 CQ3475'12-INCH RED OAK TREE.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 CQ3475'LEVEL WITH THE HIGHWAY.
 CQ3475
 CQ3475                          STATION RECOVERY (1996)
 CQ3475
 CQ3475'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2421 ***********************************************************************
 AU2421  DESIGNATION -  KID 1935
 AU2421  PID         -  AU2421
 AU2421  STATE/COUNTY-  LA/TERREBONNE
 AU2421  USGS QUAD   -  LOST LAKE (1978)
 AU2421
 AU2421                         *CURRENT SURVEY CONTROL
 AU2421  ___________________________________________________________________
 AU2421* NAD 83(1992)-  29 17 12.02563(N)    091 03 40.07105(W)     ADJUSTED  
 AU2421* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2421  ___________________________________________________________________
 AU2421  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2421  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AU2421
 AU2421  HORZ ORDER  -  THIRD
 AU2421
 AU2421.The horizontal coordinates were established by classical geodetic methods
 AU2421.and adjusted by the National Geodetic Survey in January 1993..
 AU2421
 AU2421.The orthometric height was scaled from a topographic map.
 AU2421
 AU2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2421
 AU2421.The geoid height was determined by GEOID03.
 AU2421
 AU2421;                    North         East     Units Scale Factor Converg.
 AU2421;SPC LA S     -    87,231.977 1,026,449.649   MT  1.00000285   +0 08 10.0
 AU2421;SPC LA S     -   286,193.58  3,367,610.22   sFT  1.00000285   +0 08 10.0
 AU2421;UTM  15      - 3,241,306.542   688,341.180   MT  1.00003773   +0 56 55.4
 AU2421
 AU2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2421!SPC LA S     -   1.00000388  x   1.00000285  =   1.00000673
 AU2421!UTM  15      -   1.00000388  x   1.00003773  =   1.00004161
 AU2421
 AU2421                          SUPERSEDED SURVEY CONTROL
 AU2421
 AU2421  NAD 83(1986)-  29 17 12.04849(N)    091 03 40.07786(W) AD(       ) 3
 AU2421  NAD 27      -  29 17 11.26300(N)    091 03 39.71500(W) AD(       ) 3
 AU2421
 AU2421.Superseded values are not recommended for survey control.
 AU2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2421.See file dsdata.txt to determine how the superseded data were derived.
 AU2421
 AU2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8834141307(NAD 83)
 AU2421_MARKER: DS = TRIANGULATION STATION DISK
 AU2421_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AU2421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2421
 AU2421  HISTORY     - Date     Condition        Report By
 AU2421  HISTORY     - 1935     MONUMENTED       CGS
 AU2421  HISTORY     - 1952     GOOD             CGS
 AU2421  HISTORY     - 1966     GOOD             CGS
 AU2421
 AU2421                          STATION DESCRIPTION
 AU2421
 AU2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (TBR)
 AU2421'STATION IS ON THE W SIDE OF VIOLIN BAYOU, ABOUT 4 MILES E OF FOUR
 AU2421'LEAGUE BAY AND ABOUT 3 MILES S OF LOST LAKE.  THE STATION IS AT
 AU2421'THE ENTRANCE OF VIOLIN BAYOU INTO A LARGE SHALLOW LAKE TO THE
 AU2421'SOUTHWARD, KNOWN LOCALLY AS DEADMANS LAKE.  THE STATION MARK
 AU2421'WAS SET IN THE MARSH 27 METERS W OF THE BAYOU, 53 METERS FROM A
 AU2421'POND TO THE SW, AND 98 METERS FROM A POINT OF LAND AT THE
 AU2421'ENTRANCE TO THE LAKE.
 AU2421'
 AU2421'STATION MARK IS A STANDARD BRONZE DISK SET IN A 6-FOOT CONCRETE
 AU2421'POST, PRECAST AROUND A 1/2-INCH REINFORCING BAR AND PROJECTS
 AU2421'18 INCHES ABOVE THE SURFACE OF THE GROUND.
 AU2421'
 AU2421'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AT
 AU2421'THE CENTER OF THE TOP OF TILES WHICH ARE FASTENED BY MEANS
 AU2421'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2421'INTO THE MARSH.  MARKS PROJECTS 6 INCHES.
 AU2421'
 AU2421'STATION CAN BE REACHED ONLY BY BOAT, FROM THE NORTHWARD
 AU2421'THROUGH VIOLIN BAYOU.  AN INTERSECTION STATION.
 AU2421'
 AU2421'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 AU2421
 AU2421                          STATION RECOVERY (1952)
 AU2421
 AU2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2421'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AU2421'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.  A REVISED
 AU2421'DESCRIPTION FOLLOWS--
 AU2421'
 AU2421'STATION IS LOCATED ON THE W SIDE OF VIOLIN BAYOU, ABOUT 4 MI.
 AU2421'E OF FOUR LEAGUE BAY, ABOUT 3 MI. S OF LOST LAKE, AT THE
 AU2421'ENTRANCE OF VIOLIN BAYOU INTO DEADMANS LAKE, IN A SOFT MARSH,
 AU2421'82 FT. W OF THE BAYOU (MEASURED ON LINE WITH REFERENCE MARK 1),
 AU2421'174 FT. NE OF A SMALL POND, AND 76 FT. N-NE OF A SHARP BEND IN A
 AU2421'SMALL DITCH LEADING FROM THE POND TO THE BAYOU.  IT IS A
 AU2421'STANDARD DISK, STAMPED KID 1935 AND SET IN THE TOP OF A 4-IN.
 AU2421'TILE 6 IN. UNDER GROUND.
 AU2421'
 AU2421'REFERENCE MARK 1 IS ABOUT W OF THE STATION, AND 154 FT. W OF
 AU2421'THE BAYOU.  IT IS A STANDARD DISK, STAMPED KID 1935 NO 1 AND
 AU2421'SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.5 FT.
 AU2421'ABOVE THE GROUND.
 AU2421
 AU2421                          STATION RECOVERY (1966)
 AU2421
 AU2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2421'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 AU2421'WERE SEARCHED FOR BUT NOT FOUND.  IT IS POSSIBLE THAT THEY
 AU2421'ARE STILL INTACT.  A LOT OF SILT HAS WASHED IN HERE MAKING
 AU2421'SEARCH DIFFICULT.  THE STATION ORIGINALLY PROJECTED 18 INCHES
 AU2421'AND IS NOW 6 INCHES BELOW THE SURFACE OF THE MARSH.  A METAL
 AU2421'WITNESS POST WAS SET AT THE STATION.  THE 1952 RECOVERY NOTE
 AU2421'BY A.L.P. IS ADEQUATE.
 AU2421'
 AU2421'STATION IS LOCATED ON THE WEST SIDE OF VIOLIN BAYOU, ABOUT 4
 AU2421'MILES EAST OF FOURLEAGUE BAY, ABOUT 3 MILES SOUTH OF LOST
 AU2421'LAKE, AT THE ENTRANCE OF VIOLIN BAYOU INTO DEADMANS LAKE,
 AU2421'IN A SOFT MARSH, 82 FEET WEST OF THE BAYOU, 174 FEET NORTHEAST
 AU2421'OF A SMALL POND AND 76 FEET NORTH-NORTHEAST OF A SHARP BEND
 AU2421'IN A SMALL DITCH LEADING FROM THE POND TO THE BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2878 ***********************************************************************
 CP2878  DESIGNATION -  KILBOURNE
 CP2878  PID         -  CP2878
 CP2878  STATE/COUNTY-  LA/WEST CARROLL
 CP2878  USGS QUAD   -  KILBOURNE (1988)
 CP2878
 CP2878                         *CURRENT SURVEY CONTROL
 CP2878  ___________________________________________________________________
 CP2878* NAD 83(1992)-  32 58 40.57065(N)    091 17 53.99642(W)     ADJUSTED  
 CP2878* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 CP2878  ___________________________________________________________________
 CP2878  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CP2878  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2878
 CP2878  HORZ ORDER  -  FIRST
 CP2878
 CP2878.The horizontal coordinates were established by classical geodetic methods
 CP2878.and adjusted by the National Geodetic Survey in September 1999..
 CP2878
 CP2878.The orthometric height was scaled from a topographic map.
 CP2878
 CP2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2878
 CP2878.The geoid height was determined by GEOID03.
 CP2878
 CP2878;                    North         East     Units Scale Factor Converg.
 CP2878;SPC LA N     -   275,381.341 1,112,334.985   MT  1.00008581   +0 38 07.2
 CP2878;SPC LA N     -   903,480.28  3,649,385.70   sFT  1.00008581   +0 38 07.2
 CP2878;SPC AR S     -   434,749.887   465,594.606   MT  1.00008698   +0 23 33.8
 CP2878;SPC AR S     - 1,426,341.92  1,527,538.30   sFT  1.00008698   +0 23 33.8
 CP2878;SPC MS W     -   386,006.018   609,798.060   MT  1.00005028   -0 31 31.1
 CP2878;SPC MS W     - 1,266,421.41  2,000,645.80   sFT  1.00005028   -0 31 31.1
 CP2878;UTM  15      - 3,650,126.488   659,011.857   MT  0.99991177   +0 55 35.2
 CP2878
 CP2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2878!SPC LA N     -   0.99999767  x   1.00008581  =   1.00008348
 CP2878!SPC AR S     -   0.99999767  x   1.00008698  =   1.00008465
 CP2878!SPC MS W     -   0.99999767  x   1.00005028  =   1.00004795
 CP2878!UTM  15      -   0.99999767  x   0.99991177  =   0.99990945
 CP2878
 CP2878|---------------------------------------------------------------------|
 CP2878| PID    Reference Object                     Distance      Geod. Az  |
 CP2878|                                                           dddmmss.s |
 CP2878| CP2880 KILBOURNE 3                           9.487 METERS 09323     |
 CP2878| CP2881 KILBOURNE 2                          18.567 METERS 13255     |
 CP2878| CP1211 BENNETT                             APPROX.15.0 KM 1582709.1 |
 CP2878| CY4810 KILBOURNE RM 3                       37.466 METERS 20625     |
 CP2878| CY4808 KILBOURNE RM 1                                     2581910.8 |
 CP2878| CY4807 KILBOURNE AZ MK                                    2593717.6 |
 CP2878| CY4809 KILBOURNE RM 2                       37.582 METERS 33941     |
 CP2878|---------------------------------------------------------------------|
 CP2878
 CP2878                          SUPERSEDED SURVEY CONTROL
 CP2878
 CP2878  NAD 83(1992)-  32 58 40.57154(N)    091 17 53.99742(W) AD(       ) 1
 CP2878  NAD 83(1992)-  32 58 40.57211(N)    091 17 53.99585(W) AD(       ) 1
 CP2878  NAD 83(1986)-  32 58 40.58435(N)    091 17 53.98868(W) AD(       ) 1
 CP2878  NAD 27      -  32 58 40.13500(N)    091 17 53.58200(W) AD(       ) 1
 CP2878
 CP2878.Superseded values are not recommended for survey control.
 CP2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2878.See file dsdata.txt to determine how the superseded data were derived.
 CP2878
 CP2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5901250126(NAD 83)
 CP2878_MARKER: DS = TRIANGULATION STATION DISK
 CP2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2878
 CP2878  HISTORY     - Date     Condition        Report By
 CP2878  HISTORY     - 1929     MONUMENTED       CGS
 CP2878  HISTORY     - 1935     GOOD             CGS
 CP2878  HISTORY     - 1936     GOOD             LAGS
 CP2878  HISTORY     - 1939     GOOD             CGS
 CP2878  HISTORY     - 1956     SEE DESCRIPTION  CGS
 CP2878  HISTORY     - 1961     POOR             CGS
 CP2878  HISTORY     - 1966     GOOD             CGS
 CP2878  HISTORY     - 1970     GOOD             NGS
 CP2878
 CP2878                          STATION DESCRIPTION
 CP2878
 CP2878'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2878'STATION IS ABOUT 1.7 MILES SE OF KILBOURNE ON LAND OWNED BY
 CP2878'JES TULLOS.
 CP2878'
 CP2878'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 CP2878'SET IN CONCRETE.
 CP2878'
 CP2878'REFERENCE MARK NO. 1 IS IN SW CORNER OF THE JOHN HENDERSON
 CP2878'FARM AT N FENCE LINE, 134 FEET W OF HOUSE, 15 FEET N OF CENTER
 CP2878'LINE OF ROAD, 48 FEET E OF WHERE ROAD TURNS N AT THE WESTERN
 CP2878'END OF HENDERSONS GARDEN, AND ABOUT 1/4 MILE FROM STATION IN
 CP2878'AZIMUTH 78 DEG 11 MIN 09 SEC.
 CP2878'
 CP2878'REFERENCE MARK NO. 2 IS AT W FENCE LINE, 17 FEET W OF CENTER
 CP2878'LINE OF N-S ROAD, 69 FEET S OF GATE TO FARMYARD ON THE W SIDE
 CP2878'OF THE ROAD, AND 37.58 METERS (123.3 FEET) FROM STATION IN AZIMUTH
 CP2878'159 DEG 42 MIN.  AZIMUTH FROM STATION TO HUNT COMPANY OIL
 CP2878'DERRICK IS 339 DEG 00 MIN 20 SEC.
 CP2878'
 CP2878'REACHED FROM KILBOURNE ON STATE HIGHWAY 159 BY GOING E 1.3 MILES
 CP2878'ALONG ROAD TO MILLIKIN TO ROAD LEADING S, THENCE S 1.1 MILES
 CP2878'TO STATION, WHICH IS ABOUT 200 METERS (656 FEET) NW OF DERRICK OF
 CP2878'DRY OIL WELL BUILT BY H.L. HUNT COMPANY OF EL DORADO, ARKANSAS,
 CP2878'ABOUT 300 FEET S OF WIDE GULLY AT E FENCE LINE, 36 FEET E OF THE
 CP2878'CENTER LINE OF N-S ROAD, AND 181 FEET S OF GATE LEADING INTO
 CP2878'FIRST FARMYARD S OF GULLY ON W SIDE OF N-S ROAD.
 CP2878
 CP2878                          STATION RECOVERY (1935)
 CP2878
 CP2878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2878'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED AND
 CP2878'IN GOOD CONDITION.
 CP2878'
 CP2878'REFERENCE MARK NO. 1 IS ON PROPERTY NOW OWNED BY MRS. ABBEY
 CP2878'COOK, AT THE S FENCE LINE INSTEAD OF THE N FENCE LINE.  ARROW
 CP2878'POINTS N-S INSTEAD OF N 72 DEG E.
 CP2878
 CP2878                          STATION RECOVERY (1936)
 CP2878
 CP2878'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP2878'THE ONLY CHANGE IN THE ORIGINAL DESCRIPTION IS--THE HUNT
 CP2878'COMPANY OIL DERRICK HAS BEEN MOVED.
 CP2878
 CP2878                          STATION RECOVERY (1939)
 CP2878
 CP2878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP2878'STATION RECOVERED WITH ORIGINAL DESCRIPTION REVISED AS FOLLOWS--
 CP2878'
 CP2878'STATION IS ABOUT 1.7 MILES SE OF KILBOURNE, ON LAND OWNED BY
 CP2878'JES TULLOS.
 CP2878'
 CP2878'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE
 CP2878'MARKS STAMPED KILBOURNE 1929.
 CP2878'
 CP2878'REFERENCE MARK NO. 1 (1929) IS NEAR THE SW CORNER OF THE JOHN
 CP2878'HENDERSON FARM, APPROXIMATELY 0.25 MILE (SPEEDOMETER)
 CP2878'WEST-SOUTHWESTERLY FROM STATION, 1 FOOT S OF N FENCE LINE OF E-W
 CP2878'ROAD. 15 FEET N OF CENTER LINE OF THIS ROAD.  160 FEET SW OF SW
 CP2878'CORNER OF HENDERSON HOUSE.  AND 58 FEET E OF NARROW LANE
 CP2878'LEADING N.  IT PROJECTS 3 INCHES ABOVE GROUND AND IS STAMPED
 CP2878'KILBOURNE NO. 1 1929.
 CP2878'
 CP2878'REFERENCE MARK NO.2 (1929) IS 7.3 FEET ENE OF A JOG IN THE W
 CP2878'FENCE LINE.  39 FEET W OF CENTER LINE OF N-S ROAD, 66 FEET SE OF
 CP2878'SE CORNER OF C.E. TULLOS HOUSE.  33 FEET SSE OF SOUTHERLY OF
 CP2878'TWO CHINABERRY TREES IN FRONT OF THIS HOUSE.  AND 123.26 FEET
 CP2878'(37.57 METERS) NNW OF STATION.  IT PROJECTS 4 INCHES ABOVE
 CP2878'GROUND, AND IS STAMPED KILBOURNE NO. 2 1929.
 CP2878'
 CP2878'REFERENCE MARK NO. 3 (1939) IS 122.91 FEET SSW OF THE STATION.  68
 CP2878'PACES N OF T-INTERSECTION, 31 FEET W OF CENTER LINE OF N-S ROAD,
 CP2878'AND 2 FEET E OF THE W FENCE LINE.  IT PROJECTS 6 INCHES ABOVE
 CP2878'GROUND, AND IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 CP2878'IT IS STAMPED KILBOURNE NO. 3 1939.
 CP2878'
 CP2878'AZIMUTH MARK (1939) IS 54 FEET WNW OF REFERENCE MARK NO. 1.
 CP2878'195 FEET SW OF THE JOHN HENDERSON HOUSE.  38 FEET N OF THE CENTER
 CP2878'LINE OF THE E-W ROAD.  1 FOOT W OF THE E FENCE LINE OF THE NARROW
 CP2878'LANE LEADING NORTHERLY.  5.7 FEET SE OF THE CENTER OF A LARGE
 CP2878'STUMP IN THE LANE.  AND APPROXIMATELY 0.25 MILE (SPEEDOMETER)
 CP2878'WEST-SOUTHWESTERLY FROM THE STATION.  IT PROJECTS 6 INCHES AND
 CP2878'IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.  IT IS STAMPED
 CP2878'KILBOURNE 1939.
 CP2878'
 CP2878'A 116-FOOT TOWER WAS REQUIRED TO SEE A 136-FOOT LIGHT STAND AT
 CP2878'STATION BENNETT.
 CP2878'
 CP2878'TO REACH FROM KILBOURNE (WHICH IS 9.7 MILES N OF OAK GROVE)
 CP2878'DRIVE 0.1 MILE N ON STATE HIGHWAY 159 FROM THE RAILROAD STATION.
 CP2878'THEN RIGHT (E) ON GRAVEL T-ROAD 1.0 MILE.  THEN RIGHT (S) ON
 CP2878'GRADED DIRT ROAD 0.9 MILE TO STATION ON LEFT (E) SIDE OF ROAD.
 CP2878'IT IS ABOUT 300 FEET S OF A WIDE GULLY.  106 PACES N OF
 CP2878'T-INTERSECTION.  189 FEET SE OF A HOUSE OCCUPIED BY C.E. TULLOS.
 CP2878'157 FEET SSE OF SOUTHERLY OF TWO CHINABERRY TREES IN FRONT OF
 CP2878'THIS HOUSE.  193 FEET SSE OF GATE TO THIS YARD.  16 FEET E OF
 CP2878'CENTER LINE OF ROAD.  AND 2-1/4 FEET W OF E FENCE LINE.
 CP2878'
 CP2878'(FROM INSTRUCTIONS TO F.B. QUINN DATED FEBRUARY 1, 1939).
 CP2878'THE HUNT OIL DERRICK USED AS AN AZIMUTH MARK HAS BEEN REMOVED.
 CP2878'IT IS ALSO BELIEVED THAT REFERENCE MARK NO. 1 HAS BEEN MOVED
 CP2878'FROM THE N SIDE OF THE ROAD TO THE S SIDE.
 CP2878
 CP2878                          STATION RECOVERY (1956)
 CP2878
 CP2878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JAW)
 CP2878'A NEW STATION, KILBOURNE 2 1956, WAS ESTABLISHED TO REPLACE
 CP2878'STATION KILBOURNE 1929, THE LOCATION OF WHICH IS NOW IN A
 CP2878'DITCH WITH ONLY THE SUBSURFACE MARK REMAINING ABOUT 6 IN. BELOW
 CP2878'THE SURFACE OF THE GROUND.
 CP2878'
 CP2878'THE AZIMUTH MARK WAS ALSO FOUND DESTROYED AND WAS NOT REPLACED.
 CP2878'
 CP2878'SEE DESCRIPTION OF KILBOURNE 2 1956.
 CP2878
 CP2878                          STATION RECOVERY (1961)
 CP2878
 CP2878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 CP2878'THE STATION WAS VISITED 7-11-61 AND THE STATION SURFACE MARK
 CP2878'WAS FOUND UPROOTED AND LYING ON THE TOP OF THE GROUND.  THE
 CP2878'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  THE MEASUREMENT TO
 CP2878'REFERENCE MARKS NO. 2 AND NO. 3 WERE MEASURED AND FOUND TO CHECK.
 CP2878'A NEW STATION KILBOURNE 2 1961 WAS ESTABLISHED AT THIS DATE,
 CP2878'9.489 METERS EAST OF THE STATION.  REFERENCE MARK NO. 2 AND 3
 CP2878'WERE FOUND IN GOOD CONDITION, HOWEVER R.M. NO. 3 WAS MOVED AT
 CP2878'THIS DATE BY ESTABLISHING R.M. NO. 4.  REFERENCE MARK NO. 3
 CP2878'WAS THEN DESTROYED.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 CP2878'WERE FOUND DESTROYED AT THIS DATE.  THE DISKS FOR THE STATION
 CP2878'SURFACE MARK, AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE
 CP2878'RECLAIMED AT THIS DATE.  THE STATION UNDERGROUND MARK WAS
 CP2878'LEFT IN TACT BUT WILL BE UNDER THE HIGHWAY WHEN CONSTRUCTION
 CP2878'IS COMPLETED.
 CP2878'
 CP2878'SEE DESCRIPTION OF KILBOURNE 2 1961**
 CP2878'
 CP2878'**OFFICE NOTE--THIS SHOULD BE KILBOURNE 3 1961 SEE KILBOURNE
 CP2878'2 1956.
 CP2878
 CP2878                          STATION RECOVERY (1966)
 CP2878
 CP2878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 CP2878'THE UNDERGROUND SUB-SURFACE STATION MARK WAS FOUND IN GOOD
 CP2878'CONDITION AND APPARENTLY UNDISTURBED.  THE MARK CONSISTS OF
 CP2878'A STANDARD STATION DISK STAMPED KILBOURNE 1929 IN A SMALL
 CP2878'CONCRETE MASS 2.5 FEET BELOW THE PRESENT ROAD LEVEL, 12.5 FEET
 CP2878'EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.5 FEET EAST OF THE
 CP2878'EAST EDGE OF THE TAR SURFACE.  IT IS 31.20 FEET OR 9.489 METERS
 CP2878'DUE WEST OF STATION KILBOURNE 3 1961.
 CP2878'
 CP2878'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.  IT IS A
 CP2878'STANDARD DISK STAMPED KILBOURNE NO 2 1929 SET IN 12 INCH SQUARE
 CP2878'CONCRETE POST PROJECTING 4 INCHES.  IT IS SITUATED ON THE WEST
 CP2878'SIDE OF THE HIGHWAY RIGHT-OF-WAY, 1-FOOT EAST OF THE RIGHT-OF-WAY
 CP2878'FENCE AND 1-FOOT WEST OF A STEEL WITNESS POST AND SIGN.  IT IS
 CP2878'123.30 FEET NORTHWEST OF THE STATION AND 40 FEET WEST OF THE
 CP2878'CENTER OF THE HIGHWAY.
 CP2878'
 CP2878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MILES
 CP2878'SOUTHEAST OF KILBOURNE.
 CP2878
 CP2878                          STATION RECOVERY (1970)
 CP2878
 CP2878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2878'THE SUB-SURFACE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED
 CP2878'AND FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 3 AND THE
 CP2878'AZIMUTH MARK WERE NOT FOUND.
 CP2878'
 CP2878'IN 1958, KILBOURNE 2 WAS ESTABLISHED AND IN 1961 KILBOURNE 3
 CP2878'WAS ESTABLISHED AND AT THIS TIME KILBOURNE 3 1961 R.M. 5 WAS
 CP2878'ESTABLISHED FOR THE 1970 OBSERVATIONS DUE TO POWER LINES TOO
 CP2878'CLOSE TO THE STATION MARKS FOR THE ERECTION OF A STEEL TOWER.
 CP2878'A NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE.
 CP2878'
 CP2878'FOR A NEW COMPLETE DESCRIPTION OF ALL THE STATION MARKS AND
 CP2878'REFERENCE MARKS, SEE THE DESCRIPTION FOR KILBOURNE 3 1961 R.M.
 CP2878'5 THEREOF.
 CP2878'
 CP2878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 CP2878'SOUTH-SOUTHEAST OF KILBOURNE.
 CP2878'
 CP2878'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2881 ***********************************************************************
 CP2881  DESIGNATION -  KILBOURNE 2
 CP2881  PID         -  CP2881
 CP2881  STATE/COUNTY-  LA/WEST CARROLL
 CP2881  USGS QUAD   -  KILBOURNE (1988)
 CP2881
 CP2881                         *CURRENT SURVEY CONTROL
 CP2881  ___________________________________________________________________
 CP2881* NAD 83(1992)-  32 58 40.16023(N)    091 17 53.47276(W)     ADJUSTED  
 CP2881* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 CP2881  ___________________________________________________________________
 CP2881  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CP2881  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2881
 CP2881  HORZ ORDER  -  FIRST
 CP2881
 CP2881.The horizontal coordinates were established by classical geodetic methods
 CP2881.and adjusted by the National Geodetic Survey in September 1999..
 CP2881
 CP2881.The orthometric height was scaled from a topographic map.
 CP2881
 CP2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2881
 CP2881.The geoid height was determined by GEOID03.
 CP2881
 CP2881;                    North         East     Units Scale Factor Converg.
 CP2881;SPC LA N     -   275,368.847 1,112,348.723   MT  1.00008577   +0 38 07.4
 CP2881;SPC LA N     -   903,439.29  3,649,430.77   sFT  1.00008577   +0 38 07.4
 CP2881;SPC AR S     -   434,737.336   465,608.291   MT  1.00008702   +0 23 34.1
 CP2881;SPC AR S     - 1,426,300.74  1,527,583.20   sFT  1.00008702   +0 23 34.1
 CP2881;SPC MS W     -   385,993.250   609,811.541   MT  1.00005025   -0 31 30.8
 CP2881;SPC MS W     - 1,266,379.52  2,000,690.03   sFT  1.00005025   -0 31 30.8
 CP2881;UTM  15      - 3,650,114.067   659,025.656   MT  0.99991182   +0 55 35.5
 CP2881
 CP2881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2881!SPC LA N     -   0.99999799  x   1.00008577  =   1.00008376
 CP2881!SPC AR S     -   0.99999799  x   1.00008702  =   1.00008501
 CP2881!SPC MS W     -   0.99999799  x   1.00005025  =   1.00004824
 CP2881!UTM  15      -   0.99999799  x   0.99991182  =   0.99990981
 CP2881
 CP2881|---------------------------------------------------------------------|
 CP2881| PID    Reference Object                     Distance      Geod. Az  |
 CP2881|                                                           dddmmss.s |
 CP2881| CP3213 KILBOURNE 3 RM 4                     15.104 METERS 21108     |
 CP2881| CY4810 KILBOURNE RM 3                       36.786 METERS 23522     |
 CP2881| CP2882 KILBOURNE 3 RM 5                     41.337 METERS 28837     |
 CP2881| CP2878 KILBOURNE                            18.567 METERS 31255     |
 CP2881| CP3215 KILBOURNE 3 RM 6                     55.355 METERS 33037     |
 CP2881| CY4809 KILBOURNE RM 2                       54.782 METERS 33055     |
 CP2881| CP2880 KILBOURNE 3                          12.770 METERS 34109     |
 CP2881|---------------------------------------------------------------------|
 CP2881
 CP2881                          SUPERSEDED SURVEY CONTROL
 CP2881
 CP2881  NAD 83(1992)-  32 58 40.16105(N)    091 17 53.47266(W) AD(       ) 1
 CP2881  NAD 83(1992)-  32 58 40.16169(N)    091 17 53.47219(W) AD(       ) 1
 CP2881  NAD 83(1986)-  32 58 40.17391(N)    091 17 53.46501(W) AD(       ) 1
 CP2881  NAD 27      -  32 58 39.72500(N)    091 17 53.05800(W) AD(       ) 1
 CP2881
 CP2881.Superseded values are not recommended for survey control.
 CP2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2881.See file dsdata.txt to determine how the superseded data were derived.
 CP2881
 CP2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5902650114(NAD 83)
 CP2881_MARKER: DS = TRIANGULATION STATION DISK
 CP2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2881_STAMPING: KILBOURNE 2 1956
 CP2881_MARK LOGO: CGS   
 CP2881_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2881+STABILITY: SURFACE MOTION
 CP2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2881+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1986
 CP2881
 CP2881  HISTORY     - Date     Condition        Report By
 CP2881  HISTORY     - 1956     MONUMENTED       CGS
 CP2881  HISTORY     - 1966     GOOD             CGS
 CP2881  HISTORY     - 1970     GOOD             NGS
 CP2881  HISTORY     - 19860618 GOOD             NGS
 CP2881
 CP2881                          STATION DESCRIPTION
 CP2881
 CP2881'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JAW)
 CP2881'THE STATION WAS ESTABLISHED TO REPLACE STATION KILBOURNE 1929,
 CP2881'THE LOCATION OF WHICH IS NOW IN THE ROAD DITCH WITH ONLY THE
 CP2881'SUBSURFACE MARK REMAINING ABOUT 6 IN. BELOW THE SURFACE OF THE
 CP2881'GROUND.  SINCE THE AZIMUTH MARK WAS ALSO FOUND DESTROYED, IT
 CP2881'WAS NECESSARY TO DETERMINE THE NEW LOCATION BY USE OF THE TWO
 CP2881'REMAINING REFERENCE MARKS.
 CP2881'
 CP2881'THE STATION IS IN SECTION 13, T 23 N, R 11 E, ABOUT 1.7 MI. SE
 CP2881'OF KILBOURNE, ON THE E SIDE OF A N-S ROAD, 0.1 MI. N OF A ROAD
 CP2881'INTERSECTION, AND 365 FT. E-NE OF THE 260-FT. MICROWAVE MAST OF
 CP2881'THE TRUNKLINE GAS CORPORATION.  THE STATION IS ON LAND OWNED
 CP2881'BY MR. C. TULLOS WHO LIVES ON THE W SIDE OF THE ROAD ABOUT 0.1
 CP2881'MI. N OF THE STATION.
 CP2881'
 CP2881'TO REACH THE STATION FROM THE KILBOURNE CROSSROAD, GO E AND
 CP2881'SE ON THE ROAD LEADING TOWARD MILLIKIN FOR 1.0 MI. TO A SIDE ROAD
 CP2881'ON THE RIGHT LEADING S.  TURN RIGHT AND CONTINUE S FOR 0.9 MI.
 CP2881'TO AN ALUMINUM GATE ON THE RIGHT (ENTRANCE TO MICROWAVE MAST)
 CP2881'AND THE STATION IN THE PASTURE ON THE LEFT, 93 FT. E ACROSS THE
 CP2881'ROAD FROM THE GATE.
 CP2881'
 CP2881'THE STATION MARK, STAMPED KILBOURNE 2 1956, IS SET IN A SQUARE
 CP2881'CONCRETE POST 10 IN. BELOW THE SURFACE OF THE GROUND
 CP2881'IT IS 87.8 FT. S OF THE S BOARD FENCE OF A CORRAL, AND
 CP2881'60-1/2 FT. E OF THE CENTER OF THE ROAD.  IT IS IN AZIMUTH 312 DEG
 CP2881'56 MIN FROM STATION KILBOURNE 1929 (*).
 CP2881'
 CP2881'REFERENCE MARK 2, STAMPED KILBOURNE NO 2, 1929, IS SET IN A
 CP2881'SQUARE CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND.
 CP2881'IT IS 145 FT. N OF THE ALUMINUM GATE, 41 FT. W OF THE CENTERLINE
 CP2881'OF THE ROAD, AND 14 FT. W OF THE RIGHT-OF-WAY FENCE.  IT IS W
 CP2881'ACROSS THE ROAD FROM THE S END OF THE CORRAL GATE, AND IN AZIMUTH
 CP2881'150 DEG 55 MIN FROM THE NEW STATION.
 CP2881'
 CP2881'REFERENCE MARK 3, STAMPED KILBOURNE NO 3 1939, IS SET IN A
 CP2881'SQUARE CONCRETE POST PROJECTING 6 IN. ABOVE THE GROUND.
 CP2881'IT IS 80 FT. S OF THE ALUMINUM GATE, 31 FT. W OF THE CENTERLINE OF
 CP2881'THE ROAD, AND 13 FT. E OF THE PORCH OF A SMALL HOUSE.  IT IS IN
 CP2881'AZIMUTH 55 DEG 23 MIN FROM THE NEW STATION.
 CP2881'
 CP2881'A NEW AZIMUTH MARK COULD NOT BE ESTABLISHED WITHOUT THE MEANS OF A
 CP2881'TOWER.
 CP2881'
 CP2881'(*) THE AZIMUTH TO THE NEW STATION AND THE AZIMUTHS TO THE
 CP2881'REFERENCE MARKS FROM THE NEW STATION WERE COMPUTED FROM THE
 CP2881'AZIMUTH TO REFERENCE MARK 2, AS SHOWN IN THE ORIGINAL DESCRIPTION
 CP2881'FOR KILBOURNE 1929.
 CP2881
 CP2881                          STATION RECOVERY (1966)
 CP2881
 CP2881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 CP2881'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION
 CP2881'MARK IS A STANDARD DISK STAMPED KILBOURNE 2 1956 SET IN A 10
 CP2881'INCH CONCRETE POST WHICH IS 10 INCHES BELOW THE GROUND SURFACE.
 CP2881'IT IS LOCATED INSIDE PASTURE LAND 87.8 FEET SOUTH OF A CORRAL
 CP2881'FENCE, 60.5 FEET EAST OF CENTER LINE OF THE HIGHWAY, 60.9 FEET
 CP2881'SOUTHEAST OF KILBOURNE 1929 AND 42.3 FEET SOUTH-SOUTHEAST OF
 CP2881'KILBOURNE 3 1961.
 CP2881'
 CP2881'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MILES
 CP2881'SOUTHEAST OF KILBOURNE.
 CP2881
 CP2881                          STATION RECOVERY (1970)
 CP2881
 CP2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2881'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CP2881'
 CP2881'FOR A NEW COMPLETE DESCRIPTION OF THE STATION MARK, SEE THE
 CP2881'DESCRIPTION FOR KILBOURNE 3 1961 R.M. 5 THEREOF.
 CP2881'
 CP2881'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 CP2881'
 CP2881'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 CP2881'SOUTH-SOUTHEAST OF KILBOURNE.
 CP2881
 CP2881                          STATION RECOVERY (1986)
 CP2881
 CP2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP2881'THE STATION IS LOCATED ABOUT 3.2 KM (2 MILES) NORTHEAST OF CHICKASAW
 CP2881'AND 2.4 KM (1.5 MILES) SOUTHEAST OF KILBOURNE.
 CP2881' 
 CP2881'OWNERSHIP-- MR J W TULLOS, ROUTE 2 BOX 64, OAK GROVE LOUISIANA, PHONE
 CP2881'NUMBER 318-428-2023.
 CP2881' 
 CP2881'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND 585 IN
 CP2881'KILBOURNE, GO EAST ON STATE HIGHWAY 585 FOR 1.9 KM (1.2 MILES) TO THE
 CP2881'JUNCTION OF STATE HIGHWAY 880, THENCE SOUTH (RIGHT) ON STATE HIGHWAY
 CP2881'880 FOR 1.6 KM (1 MILE) TO THE STATION ON THE LEFT.
 CP2881' 
 CP2881'THE STATION IS A STANDARD NGS DISK STAMPED--KILBOURNE 2 1956--, SET
 CP2881'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR 12 INCHES ON SIDE
 CP2881'RECESSED 30 CM OR 12 INCHES BELOW THE GROUND LOCATED 57.6 M (189 FT) N
 CP2881'FROM THE NORTH END OF A CONCRETE CULVERT UNDER A DRIVEWAY, 33.5 M (110
 CP2881'FT) NW FROM THE NORTHWEST CORNER OF A BRICK HOUSE, 18.4 M (60.5 FT) E
 CP2881'FROM THE CENTER OF STATE HIGHWAY 880, 6.7 M (22 FT) ESE FROM A POWER
 CP2881'POLE, AND 13.4 M (44 FT) SE FROM A METAL WITNESS POST WITH SIGN
 CP2881'ATTACHED.
 CP2881' 
 CP2881'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS DATE.
 CP2881' 
 CP2881'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP2881'NO 5 1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP2881'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 21.9 M (72 FT) W FROM THE
 CP2881'CENTER OF STATE HIGHWAY 880, 14.6 M (48 FT) N FROM A PIPE FENCE, 12.5
 CP2881'M (41 FT) NW FROM THE CENTER OF A CATTLE GUARD, AND 10.7 M (35 FT) WSW
 CP2881'FROM A TELEPHONE JUNCTION BOX.
 CP2881' 
 CP2881'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP2881'NO 6 1986--, SET INTO THE TOP OF A CONCRETE MONUMENT 30 CM OR 12
 CP2881'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 13.3 M (43.5 FT) W FROM
 CP2881'THE CENTER OF THE HIGHWAY, 12.5 M (41 FT) S FROM A POWER POLE WITH
 CP2881'SECURITY LIGHT, 6.9 M (22.5 FT) N FROM A FENCE CORNER, AND 5.3 M (17.5
 CP2881'FT) W FROM THE SOUTH END OF A CONCRETE CULVERT UNDER A DRIVEWAY.
 CP2881' 
 CP2881'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP2881'NO 4--, SET INTO THE TOP OF A CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 CP2881'DIAMETER FLUSH WITH GROUND LOCATED 43.1 M (141.5 FT) N FROM THE NORTH
 CP2881'END OF A CONCRETE CULVERT, 32.6 M (107 FT) WNW FROM THE NORTHWEST
 CP2881'CORNER OF A BRICK HOUSE, 18.3 M (60 FT) S FROM A POWER POLE, AND 11.9
 CP2881'M (39 FT) E FROM THE CENTER OF THE HIGHWAY.
 CP2881' 
 CP2881'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961 1970--,
 CP2881'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 CP2881'DIAMETER PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND LOCATED 11.6 M
 CP2881'(38 FT) W FROM THE CENTER OF THE HIGHWAY, 2.6 M (8.5 FT) S FROM A
 CP2881'RIGHT-OF-WAY MARKER, 0.6 M (2 FT) SSE FROM A WITNESS POST, AND 0.3 M
 CP2881'(1 FT) E FROM A FENCE.
 CP2881' 
 CP2881'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 CP2881'880 FOR 0.6 KM (0.4 MILE) TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2880 ***********************************************************************
 CP2880  DESIGNATION -  KILBOURNE 3
 CP2880  PID         -  CP2880
 CP2880  STATE/COUNTY-  LA/WEST CARROLL
 CP2880  USGS QUAD   -  KILBOURNE (1988)
 CP2880
 CP2880                         *CURRENT SURVEY CONTROL
 CP2880  ___________________________________________________________________
 CP2880* NAD 83(1992)-  32 58 40.55250(N)    091 17 53.63169(W)     ADJUSTED  
 CP2880* NAVD 88     -        38.611  (meters)     126.68   (feet)  ADJUSTED  
 CP2880  ___________________________________________________________________
 CP2880  X           -    -121,343.912 (meters)                     COMP
 CP2880  Y           -  -5,354,443.103 (meters)                     COMP
 CP2880  Z           -   3,451,912.527 (meters)                     COMP
 CP2880  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CP2880  ELLIP HEIGHT-          12.50  (meters)          (02/21/02) GPS OBS
 CP2880  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2880  DYNAMIC HT  -          38.570 (meters)     126.54  (feet)  COMP
 CP2880  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 CP2880
 CP2880  HORZ ORDER  -  FIRST
 CP2880  VERT ORDER  -  SECOND    CLASS II
 CP2880  ELLP ORDER  -  FOURTH    CLASS II
 CP2880
 CP2880.The horizontal coordinates were established by GPS observations
 CP2880.and adjusted by the National Geodetic Survey in September 1999..
 CP2880
 CP2880.The orthometric height was determined by differential leveling
 CP2880.and adjusted by the National Geodetic Survey in June 1991..
 CP2880
 CP2880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2880
 CP2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2880
 CP2880.The ellipsoidal height was determined by GPS observations
 CP2880.and is referenced to NAD 83.
 CP2880
 CP2880.The geoid height was determined by GEOID03.
 CP2880
 CP2880.The dynamic height is computed by dividing the NAVD 88
 CP2880.geopotential number by the normal gravity value computed on the
 CP2880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2880.degrees latitude (g = 980.6199 gals.).
 CP2880
 CP2880.The modeled gravity was interpolated from observed gravity values.
 CP2880
 CP2880;                    North         East     Units Scale Factor Converg.
 CP2880;SPC LA N     -   275,380.886 1,112,344.462   MT  1.00008580   +0 38 07.4
 CP2880;SPC LA N     -   903,478.79  3,649,416.79   sFT  1.00008580   +0 38 07.4
 CP2880;UTM  15      - 3,650,126.082   659,021.335   MT  0.99991180   +0 55 35.4
 CP2880
 CP2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2880!SPC LA N     -   0.99999804  x   1.00008580  =   1.00008384
 CP2880!UTM  15      -   0.99999804  x   0.99991180  =   0.99990984
 CP2880
 CP2880|---------------------------------------------------------------------|
 CP2880| PID    Reference Object                     Distance      Geod. Az  |
 CP2880|                                                           dddmmss.s |
 CP2880| CP2881 KILBOURNE 2                          12.770 METERS 16109     |
 CP2880| CP3213 KILBOURNE 3 RM 4                     25.283 METERS 18822     |
 CP2880| CP2882 KILBOURNE 3 RM 5                     35.065 METERS 27149     |
 CP2880| CP2878 KILBOURNE                             9.487 METERS 27323     |
 CP2880| CP3215 KILBOURNE 3 RM 6                     42.864 METERS 32730     |
 CP2880| CY4809 KILBOURNE RM 2                       42.291 METERS 32750     |
 CP2880| CP3216 KILBOURNE 3 AZ MK                                  3581354.9 |
 CP2880|---------------------------------------------------------------------|
 CP2880
 CP2880                          SUPERSEDED SURVEY CONTROL
 CP2880
 CP2880  NAD 83(1992)-  32 58 40.55337(N)    091 17 53.63121(W) AD(       ) 1
 CP2880  ELLIP H (05/13/94)   12.52   (m)                       GP(       ) 4 1
 CP2880  NAD 83(1992)-  32 58 40.55396(N)    091 17 53.63112(W) AD(       ) 1
 CP2880  NAD 83(1986)-  32 58 40.56618(N)    091 17 53.62393(W) AD(       ) 1
 CP2880  NAD 27      -  32 58 40.11700(N)    091 17 53.21700(W) AD(       ) 3
 CP2880  NGVD 29 (11/13/90)   38.67   (m)          126.9    (f) LEVELING    3  
 CP2880
 CP2880.Superseded values are not recommended for survey control.
 CP2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2880.See file dsdata.txt to determine how the superseded data were derived.
 CP2880
 CP2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5902150126(NAD 83)
 CP2880_MARKER: DS = TRIANGULATION STATION DISK
 CP2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2880_SP_SET: CONCRETE POST
 CP2880_STAMPING: KILBOURNE 3 1961
 CP2880_MARK LOGO: CGS   
 CP2880_PROJECTION: FLUSH
 CP2880_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2880+STABILITY: SURFACE MOTION
 CP2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2880+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1990
 CP2880
 CP2880  HISTORY     - Date     Condition        Report By
 CP2880  HISTORY     - 1961     MONUMENTED       CGS
 CP2880  HISTORY     - 1967     GOOD             CGS
 CP2880  HISTORY     - 1970     GOOD             NGS
 CP2880  HISTORY     - 1986     GOOD             LADTD
 CP2880  HISTORY     - 19860618 GOOD             NGS
 CP2880  HISTORY     - 1987     GOOD             NGS
 CP2880  HISTORY     - 19900307 GOOD             NGS
 CP2880
 CP2880                          STATION DESCRIPTION
 CP2880
 CP2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH)
 CP2880'THE STATION IS LOCATED ABOUT 1.7 MILES SOUTHEAST OF KILBOURNE
 CP2880'ON PROPERTY OWNED BY MR. JES TULLOS, ABOUT 100 YARDS EAST OF A
 CP2880'RADIO MAST, AT THE WEST EDGE OF A PASTURE AND SOUTH OF A CORRAL
 CP2880'AND JUST NORTH OF WHERE THE HIGHWAY MAKES A SHARP TURN TO THE
 CP2880'WEST.  IT IS 43 FEET EAST OF THE CENTER OF THE HIGHWAY, 23 FEET
 CP2880'NORTH OF A POWER POLE, 3 FEET EAST OF THE R/W FENCE LINE, 48
 CP2880'FEET SOUTH OF THE SOUTH EDGE OF THE CORRAL, 124 FEET SOUTHWEST
 CP2880'OF THE SOUTHWEST CORNER OF A RED HAY BARN, 33 FEET NORTH OF THE
 CP2880'PROJECTED CENTERLINE OF THE ROAD LEADING WEST TO THE RADIO
 CP2880'MAST, 2 FEET WEST OF A ROW OF POLES AND 1 FOOT SOUTHWEST OF A
 CP2880'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CP2880'KILBOURNE** 2 1961, PROJECTING 4 INCHES.
 CP2880'
 CP2880'REFERENCE MARK NO. 2 IS 138.71 FEET NORTHWEST OF THE STATION,
 CP2880'40 FEET WEST OF THE CENTER OF THE HIGHWAY, 145 FEET NORTH OF THE
 CP2880'CENTER OF THE ROAD LEADING WEST TO THE RADIO MAST, 67 FEET
 CP2880'SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD HOUSE, 76 FEET
 CP2880'SOUTH OF A LARGE CHINA BERRY TREE, 1 FOOT EAST OF A FENCE LINE
 CP2880'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 CP2880'STAMPED KILBOURNE NO 2 1939, PROJECTING 4 INCHES.  (NOTE,
 CP2880'THE ARROW FOR REFERENCE MARK NO 2 IS POINTING ABOUT 12
 CP2880'DEGREES TO THE RIGHT OF STATION)
 CP2880'
 CP2880'REFERENCE MARK NO. 4 IS 82.99 FEET SOUTH OF THE STATION, 59.6
 CP2880'FEET SOUTH OF A POWER POLE, 40 FEET EAST OF THE CENTER OF THE
 CP2880'HIGHWAY, 4 FEET WEST OF A ROW OF POLES, 1 FOOT WEST OF A FENCE
 CP2880'LINE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 CP2880'DISK, STAMPED KILBOURNE 2 NO. 4 1961, PROJECTING 3 INCHES.
 CP2880'
 CP2880'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 CP2880'
 CP2880'TO REACH THE STATION FROM THE RAILROAD STATION AT KILBOURN GO
 CP2880'NORTH ON STATE HIGHWAY 159 FOR 0.1 MILE TO A SIDE ROAD LEADING
 CP2880'EAST, TURN RIGHT AND GO EAST FOR 1.0 MILE, TURN RIGHT AND GO
 CP2880'SOUTH FOR 0.9 MILE TO THE RADIO MAST ON THE RIGHT AND THE
 CP2880'STATION ON THE LEFT.
 CP2880'
 CP2880'**OFFICE NOTE--THIS SHOULD BE KILBOURNE 3 1961, SEE KILBOURNE
 CP2880'2 1956.
 CP2880
 CP2880                          STATION RECOVERY (1967)
 CP2880
 CP2880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GCR)
 CP2880'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP2880'CONDITION AS DESCRIBED IN 1961.
 CP2880'
 CP2880'IN ORDER TO AVOID CONFUSION CAUSED BY DUPLICATION OF NUMERAL
 CP2880'STAMPINGS OF KILBOURNE 2 1956 AND KILBOURNE 2 1961, THE STATION
 CP2880'MARK AND REFERENCE MARK NO. 4 WAS RESTAMPED AS FOLLOWS--
 CP2880'
 CP2880'THE STATION MARK IS STAMPED KILBOURNE 3 1961.
 CP2880'
 CP2880'THE REFERENCE MARK IS STAMPED KILBOURNE 3 NO 4 1961.
 CP2880'
 CP2880'TO REACH THE STATION FROM THE POST OFFICE IN KILBOURNE, GO
 CP2880'NORTH ON GRAVEL STREET FOR ONE BLOCK TO INTERSECTION WITH
 CP2880'HIGHWAY 585, TURN RIGHT AND GO EAST 1.05 MILES, TURN RIGHT AND
 CP2880'GO SOUTH ON HIGHWAY 880 FOR 0.85 MILES TO THE LAND OWNERS
 CP2880'RESIDENCE (MR. O. TULLOS) ON LEFT, CONTINUE SOUTH ON THE
 CP2880'HIGHWAY FOR 0.1 MILE TO THE STATION ON LEFT OR EAST SIDE OF
 CP2880'ROAD.  A STEEL WITNESS POST IS STANDING NEAR THE STATION MARK.
 CP2880'
 CP2880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MILES
 CP2880'SOUTHEAST OF KILBOURNE.
 CP2880
 CP2880                          STATION RECOVERY (1970)
 CP2880
 CP2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2880'THE STATION MARK, REFERENCE MARKS 2 AND 4 WERE RECOVERED AND
 CP2880'FOUND IN GOOD CONDITION.  STATION MARK KILBOURNE 2 1956 AND
 CP2880'SUB-SURFACE STATION MARK KILBOURNE 1929 WERE RECOVERED IN GOOD
 CP2880'CONDITION.  DUE TO POWER LINES TOO CLOSE TO THE STATION MARKS
 CP2880'FOR THE ERECTION OF A STEEL TOWER KILBOURNE 3 1961 R.M. 5 AND A
 CP2880'NEW AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 CP2880'
 CP2880'TRAVERSE DISTANCES AND OBSERVATIONS WERE MADE AT EACH STATION
 CP2880'MARK FOR CHECKING OF PREVIOUS DATA.
 CP2880'
 CP2880'FOR A NEW COMPLETE DESCRIPTION OF ALL THE STATION MARKS AND
 CP2880'REFERENCE MARKS, SEE THE DESCRIPTION FOR KILBOURNE 3 1961 R.M. 5
 CP2880'THEREOF.
 CP2880'
 CP2880'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 CP2880'
 CP2880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 CP2880'SOUTH-SOUTHEAST OF KILBOURNE.
 CP2880
 CP2880                          STATION RECOVERY (1986)
 CP2880
 CP2880'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2880'17.1 KM (10.6 MI) NORTH FROM OAK GROVE.
 CP2880'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP2880'14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP2880'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE HIGHWAYS 17
 CP2880'AND 880, THENCE EAST (RIGHT) ON STATE HIGHWAY 880 FOR 2.5 KM (1.5 MI)
 CP2880'TO THE MARK ON THE EAST (RIGHT) SIDE OF THE HIGHWAY, 45.7 METERS (150
 CP2880'FEET) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 26.8 METERS
 CP2880'(88 FEET) SOUTH-SOUTHEAST OF A 12-INCH PECAN TREE, 13.1 METERS (43
 CP2880'FEET) EAST OF THE CENTER OF THE HIGHWAY, 7 METERS (23 FEET)
 CP2880'NORTH-NORTHWEST OF A POWER POLE.
 CP2880'THE MARK IS 1.40 METERS  E FROM A WITNESS POST.
 CP2880
 CP2880                          STATION RECOVERY (1986)
 CP2880
 CP2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP2880'THE STATION IS LOCATED ABOUT 3.2 KM (2 MILES) NORTHEAST OF CHICKASAW
 CP2880'AND 2.4 KM (1.5 MILES) SOUTHEAST OF KILBOURNE.
 CP2880' 
 CP2880'OWNERSHIP-- MR J W TULLOS, ROUTE 2 BOX 64, OAK GROVE LOUISIANA, PHONE
 CP2880'NUMBER 318-428-2023.
 CP2880' 
 CP2880'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND 585 IN
 CP2880'KILBOURNE, GO EAST ON STATE HIGHWAY 585 FOR 1.9 KM (1.2 MILES) TO THE
 CP2880'JUNCTION OF STATE HIGHWAY 880, THENCE SOUTH (RIGHT) ON HIGHWAY 880 FOR
 CP2880'1.6 KM (1 MILE) TO THE STATION ON THE LEFT.
 CP2880' 
 CP2880'THE STATION IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961--, SET
 CP2880'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 CP2880'DIAMETER FLUSH WITH GROUND LOCATED 45.7 M (150 FT) NW FROM THE
 CP2880'NORTHWEST CORNER OF A BRICK HOUSE, 26.8 M (88 FT) SSE FROM A 12 INCH
 CP2880'PECAN TREE, 13.1 M (43 FT) E FROM THE CENTER OF STATE HIGHWAY 880, 7 M
 CP2880'(23 FT) NNW FROM A POWER POLE, AND 1.4 M (4.5 FT) E FROM A METAL
 CP2880'WITNESS POST WITH SIGN ATTACHED.
 CP2880' 
 CP2880'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS DATE.
 CP2880' 
 CP2880'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP2880'NO 5 1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP2880'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 21.9 M (72 FT) W FROM THE
 CP2880'CENTER OF STATE HIGHWAY 880, 14.6 M (48 FT) N FROM A PIPE FENCE, 12.5
 CP2880'M (41 FT) NW FROM THE CENTER OF A CATTLE GUARD, AND 10.7 M (35 FT) WSW
 CP2880'FROM A TELEPHONE JUNCTION BOX.
 CP2880' 
 CP2880'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP2880'NO 4--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP2880'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 43.1 M (141.5 FT) N FROM
 CP2880'THE NORTH END OF A CONCRETE CULVERT, 32.6 M (107 FT) WNW FROM THE
 CP2880'NORTHWEST CORNER OF A BRICK HOUSE, 18.3 M (60 FT) S FROM A POWER POLE,
 CP2880'AND 11.9 M (39 FT) E FROM THE CENTER OF HIGHWAY 880.
 CP2880' 
 CP2880'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP2880'NO 6 1986--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR
 CP2880'12 INCHES ON SIDE FLUSH WITH GROUND LOCATED 13.3 M (43.5 FT) W FROM
 CP2880'THE CENTER OF THE HIGHWAY, 12.5 M (41 FT) S FROM A POWER POLE WITH
 CP2880'SECURITY LIGHT, 6.9 M (22.5 FT) N FROM A FENCE CORNER, AND 5.3 M (17.5
 CP2880'FT) W FROM THE SOUTH END OF A CONCRETE CULVERT UNDER DRIVEWAY.
 CP2880' 
 CP2880'AZIMUTH MARK NO 3 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP2880'1970--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP2880'INCHES IN DIAMETER PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND
 CP2880'LOCATED 11.6 M (38 FT) W FROM THE CENTER OF HIGHWAY 880, 2.6 M (8.5
 CP2880'FT) S FROM A RIGHT-OF-WAY MARKER, 0.6 M (2 FT) SSE FROM A METAL
 CP2880'WITNESS POST WITH SIGN ATTACHED, AND 0.3 M (1 FT) E FROM A FENCE.
 CP2880' 
 CP2880'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 CP2880'880 FOR 0.6 KM (0.4 MILE) TO THE AZIMUTH MARK ON THE LEFT.
 CP2880
 CP2880                          STATION RECOVERY (1987)
 CP2880
 CP2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 CP2880'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CP2880'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CP2880'OBSERVATIONS.
 CP2880'
 CP2880'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHEAST OF CHICKASAW
 CP2880'AND 2.4 KM (1.5 MI) SOUTHEAST OF KILBOURNE.
 CP2880'OWNERSHIP--MR. J.W. TULLOS, ROUTE 2 BOX 64, OAK GROVE, LA.,
 CP2880'TELEPHONE 318-428-2023.
 CP2880'
 CP2880'TO REACH THE STATION FROM TJE KIMCTOPM PF STATE HIGHWAY 17 AND 585
 CP2880'IN KILBOURNE, GO EAST ON HIGHWAY 585 FOR 1.9 KM (1.2 MI) TO THE
 CP2880'JUNCTION OF STATE HIGHWAY 880, THEN RIGHT, SOUTH ON HIGHWAY 880 FOR
 CP2880'1.6 KM (1 MI) TO THE STATION ON THE LEFT.
 CP2880'
 CP2880'THE STATION IS A STANDARD NGS DISK
 CP2880'STAMPED---KILBOURNE 3 1961---,
 CP2880'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP2880'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP2880'45.7 METERS (150 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A BRICK
 CP2880'HOUSE,
 CP2880'26.8 METERS (88 FT) SOUTH-SOUTHEAST FROM A 12-INCH PECAN TREE,
 CP2880'13.1 METERS (43 FT) EAST FROM THE CENTER OF STATE HIGHWAY 880,
 CP2880'7 METERS (23 FT) NORTH-NORTHWEST FROM A POWER POLE AND
 CP2880'1.4 METERS (4.5 FT) EAST FROM A METAL WITNESS POST WITH SIGN
 CP2880'ATTACHED.
 CP2880'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CP2880'STAMPED---KILBOURNE 3 1961---,
 CP2880'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CP2880'
 CP2880'DESCRIBED BY RICHARD COPP.
 CP2880
 CP2880                          STATION RECOVERY (1990)
 CP2880
 CP2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CP2880'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF CHICKASAW AND
 CP2880'2.4 KM (1.5 MI) SOUTHEAST OF KILBOURNE.  OWNERSHIP--J. W. TULLOS, RTE
 CP2880'2, BOX 64, OAK GROVE, LA.  PHONE IS 318-428-2023.
 CP2880'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 585 IN KILBOURNE.
 CP2880'GO EAST ON HIGHWAY 585 FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF STATE
 CP2880'HIGHWAY 880 ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 CP2880'880 FOR 1.51 KM (0.94 MI) TO THE STATION ON THE LEFT, JUST BEFORE
 CP2880'HIGHWAY CURVES RIGHT.
 CP2880'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 CP2880'WITH THE GROUND.  IT IS 45.7 M (149.9 FT) NORTHWEST OF NORTHWEST
 CP2880'CORNER OF A BRICK HOUSE, 26.8 M (87.9 FT) SOUTH-SOUTHEAST OF A 30-CM
 CP2880'PECAN TREE, 13.1 M (43.0 FT) EAST OF THE HIGHWAY CENTER, 7.0 M
 CP2880'(23.0 FT) NORTH-NORTHWEST OF A UTILITY POLE, AND 1.4 M (4.6 FT) EAST
 CP2880'OF A METAL WITNESS POST.
 CP2880'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3216 ***********************************************************************
 CP3216  DESIGNATION -  KILBOURNE 3 AZ MK
 CP3216  PID         -  CP3216
 CP3216  STATE/COUNTY-  LA/WEST CARROLL
 CP3216  USGS QUAD   -  KILBOURNE (1988)
 CP3216
 CP3216                         *CURRENT SURVEY CONTROL
 CP3216  ___________________________________________________________________
 CP3216* NAD 83(1986)-  32 58 58.     (N)    091 17 58.     (W)     SCALED    
 CP3216* NAVD 88     -        38.615  (meters)     126.69   (feet)  ADJUSTED  
 CP3216  ___________________________________________________________________
 CP3216  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CP3216  DYNAMIC HT  -          38.573 (meters)     126.55  (feet)  COMP
 CP3216  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 CP3216
 CP3216  VERT ORDER  -  SECOND    CLASS II
 CP3216
 CP3216.The horizontal coordinates were scaled from a topographic map and have
 CP3216.an estimated accuracy of +/- 6 seconds.
 CP3216
 CP3216.The orthometric height was determined by differential leveling
 CP3216.and adjusted by the National Geodetic Survey in June 1991..
 CP3216
 CP3216.The geoid height was determined by GEOID03.
 CP3216
 CP3216.The dynamic height is computed by dividing the NAVD 88
 CP3216.geopotential number by the normal gravity value computed on the
 CP3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3216.degrees latitude (g = 980.6199 gals.).
 CP3216
 CP3216.The modeled gravity was interpolated from observed gravity values.
 CP3216
 CP3216;                    North         East    Units  Estimated Accuracy
 CP3216;SPC LA N     -   275,920.    1,112,230.      MT  (+/- 180 meters Scaled)
 CP3216
 CP3216                          SUPERSEDED SURVEY CONTROL
 CP3216
 CP3216.No superseded survey control is available for this station.
 CP3216
 CP3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS588506(NAD 83)
 CP3216_MARKER: DZ = AZIMUTH MARK DISK
 CP3216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3216_SP_SET: CONCRETE POST
 CP3216_STAMPING: KILBOURNE 3 1961 1970
 CP3216_MARK LOGO: CGS   
 CP3216_PROJECTION: PROJECTING 5 CENTIMETERS
 CP3216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3216+STABILITY: SURFACE MOTION
 CP3216
 CP3216  HISTORY     - Date     Condition        Report By
 CP3216  HISTORY     - 1970     MONUMENTED       NGS
 CP3216  HISTORY     - 1986     GOOD             LADTD
 CP3216
 CP3216                          STATION DESCRIPTION
 CP3216
 CP3216'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3216'17.5 KM (10.9 MI) NORTH FROM OAK GROVE.
 CP3216'14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3216'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE HIGHWAYS 17
 CP3216'AND 880, THENCE EAST (RIGHT) ON STATE HIGHWAY 880 FOR 2.9 KM (1.8 MI)
 CP3216'TO THE MARK ON THE WEST (LEFT) SIDE OF THE HIGHWAY, 11.6 METERS (38
 CP3216'FEET) WEST OF THE CENTER OF THE HIGHWAY, 2.6 METERS (8.5 FEET) SOUTH
 CP3216'OF A RIGHT-OF-WAY MARKER AND 0.3 METERS (1 FOOT) EAST OF A FENCE.
 CP3216'THE MARK IS 0.61 METERS  SSE FROM A WITNESS POST.
 CP3216'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3213 ***********************************************************************
 CP3213  DESIGNATION -  KILBOURNE 3 RM 4
 CP3213  PID         -  CP3213
 CP3213  STATE/COUNTY-  LA/WEST CARROLL
 CP3213  USGS QUAD   -  KILBOURNE (1988)
 CP3213
 CP3213                         *CURRENT SURVEY CONTROL
 CP3213  ___________________________________________________________________
 CP3213* NAD 83(1992)-  32 58 39.74053(N)    091 17 53.77345(W)     ADJUSTED  
 CP3213* NAVD 88     -        38.702  (meters)     126.97   (feet)  ADJUSTED  
 CP3213  ___________________________________________________________________
 CP3213  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CP3213  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP3213  DYNAMIC HT  -          38.661 (meters)     126.84  (feet)  COMP
 CP3213  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 CP3213
 CP3213  HORZ ORDER  -  THIRD
 CP3213  VERT ORDER  -  SECOND    CLASS II
 CP3213
 CP3213.The horizontal coordinates were established by classical geodetic methods
 CP3213.and adjusted by the National Geodetic Survey in September 1999..
 CP3213
 CP3213.The orthometric height was determined by differential leveling
 CP3213.and adjusted by the National Geodetic Survey in June 1991..
 CP3213
 CP3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3213
 CP3213.The geoid height was determined by GEOID03.
 CP3213
 CP3213.The dynamic height is computed by dividing the NAVD 88
 CP3213.geopotential number by the normal gravity value computed on the
 CP3213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3213.degrees latitude (g = 980.6199 gals.).
 CP3213
 CP3213.The modeled gravity was interpolated from observed gravity values.
 CP3213
 CP3213;                    North         East     Units Scale Factor Converg.
 CP3213;SPC LA N     -   275,355.831 1,112,341.058   MT  1.00008573   +0 38 07.3
 CP3213;SPC LA N     -   903,396.59  3,649,405.62   sFT  1.00008573   +0 38 07.3
 CP3213;UTM  15      - 3,650,101.014   659,018.059   MT  0.99991179   +0 55 35.3
 CP3213
 CP3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3213!SPC LA N     -   0.99999802  x   1.00008573  =   1.00008375
 CP3213!UTM  15      -   0.99999802  x   0.99991179  =   0.99990981
 CP3213
 CP3213                          SUPERSEDED SURVEY CONTROL
 CP3213
 CP3213  NAD 83(1992)-  32 58 39.74142(N)    091 17 53.77324(W) AD(       ) 3
 CP3213  NAD 83(1992)-  32 58 39.74199(N)    091 17 53.77287(W) AD(       ) 3
 CP3213  NAD 83(1986)-  32 58 39.75422(N)    091 17 53.76561(W) AD(       ) 3
 CP3213  NGVD 29 (11/12/92)   38.75   (m)          127.1    (f) LEVELING    3  
 CP3213
 CP3213.Superseded values are not recommended for survey control.
 CP3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3213.See file dsdata.txt to determine how the superseded data were derived.
 CP3213
 CP3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5901850101(NAD 83)
 CP3213_MARKER: DR = REFERENCE MARK DISK
 CP3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3213_SP_SET: CONCRETE POST
 CP3213_STAMPING: KILBOURNE 3 NO 4 1961
 CP3213_MARK LOGO: CGS   
 CP3213_PROJECTION: FLUSH
 CP3213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3213+STABILITY: SURFACE MOTION
 CP3213
 CP3213  HISTORY     - Date     Condition        Report By
 CP3213  HISTORY     - 1961     MONUMENTED       CGS
 CP3213  HISTORY     - 1986     GOOD             LADTD
 CP3213
 CP3213                          STATION DESCRIPTION
 CP3213
 CP3213'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3213'17.1 KM (10.6 MI) NORTH FROM OAK GROVE.
 CP3213'14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3213'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE HIGHWAYS 17
 CP3213'AND 880, THENCE EAST (RIGHT) ON STATE HIGHWAY 880 FOR 2.5 KM (1.5 MI)
 CP3213'TO THE MARK ON THE EAST (RIGHT) SIDE OF THE HIGHWAY, 43.1 METERS
 CP3213'(141.5 FEET) NORTH OF THE NORTH END OF A CONCRETE CULVERT, 32.6
 CP3213'METERS (107 FEET) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 CP3213'HOUSE, 18.3 METERS (60 FEET) SOUTH OF A POWER POLE AND 11.9 METERS
 CP3213'(39 FEET) EAST OF THE CENTER OF THE HIGHWAY.
 CP3213'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2882 ***********************************************************************
 CP2882  DESIGNATION -  KILBOURNE 3 RM 5
 CP2882  PID         -  CP2882
 CP2882  STATE/COUNTY-  LA/WEST CARROLL
 CP2882  USGS QUAD   -  KILBOURNE (1988)
 CP2882
 CP2882                         *CURRENT SURVEY CONTROL
 CP2882  ___________________________________________________________________
 CP2882* NAD 83(1992)-  32 58 40.58855(N)    091 17 54.98145(W)     ADJUSTED  
 CP2882* NAVD 88     -        38.72   (+/-2cm)     127.0    (feet)  VERTCON   
 CP2882  ___________________________________________________________________
 CP2882  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CP2882  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2882
 CP2882  HORZ ORDER  -  FIRST
 CP2882  VERT ORDER  -  THIRD ? (See Below)
 CP2882
 CP2882.The horizontal coordinates were established by classical geodetic methods
 CP2882.and adjusted by the National Geodetic Survey in September 1999..
 CP2882
 CP2882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2882.The vertical order pertains to the NGVD 29 superseded value.
 CP2882
 CP2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2882
 CP2882.The geoid height was determined by GEOID03.
 CP2882
 CP2882;                    North         East     Units Scale Factor Converg.
 CP2882;SPC LA N     -   275,381.608 1,112,309.401   MT  1.00008581   +0 38 06.6
 CP2882;SPC LA N     -   903,481.16  3,649,301.76   sFT  1.00008581   +0 38 06.6
 CP2882;UTM  15      - 3,650,126.626   658,986.277   MT  0.99991167   +0 55 34.6
 CP2882
 CP2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2882!SPC LA N     -   0.99999802  x   1.00008581  =   1.00008383
 CP2882!UTM  15      -   0.99999802  x   0.99991167  =   0.99990969
 CP2882
 CP2882:                Primary Azimuth Mark                     Grid Az
 CP2882:SPC LA N     -  KILBOURNE 3 AZ MK                        001 05 51.4
 CP2882:UTM  15      -  KILBOURNE 3 AZ MK                        000 48 23.4
 CP2882
 CP2882|---------------------------------------------------------------------|
 CP2882| PID    Reference Object                     Distance      Geod. Az  |
 CP2882|                                                           dddmmss.s |
 CP2882| CP3216 KILBOURNE 3 AZ MK                                  0014358.0 |
 CP2882| CP3215 KILBOURNE 3 RM 6                     37.044 METERS 01856     |
 CP2882| CY4809 KILBOURNE RM 2                       36.869 METERS 01951     |
 CP2882| CP2880 KILBOURNE 3                          35.065 METERS 09149     |
 CP2882| CP2881 KILBOURNE 2                          41.337 METERS 10837     |
 CP2882| CP3213 KILBOURNE 3 RM 4                     40.821 METERS 12947     |
 CP2882| CP2879 KILBOURNE TRKLINE GAS RAD MAST       77.601 METERS 24353     |
 CP2882|---------------------------------------------------------------------|
 CP2882
 CP2882                          SUPERSEDED SURVEY CONTROL
 CP2882
 CP2882  NAD 83(1992)-  32 58 40.58950(N)    091 17 54.98110(W) AD(       ) 1
 CP2882  NAD 83(1992)-  32 58 40.59002(N)    091 17 54.98088(W) AD(       ) 1
 CP2882  NAD 83(1986)-  32 58 40.60218(N)    091 17 54.97351(W) AD(       ) 1
 CP2882  NAD 27      -  32 58 40.15300(N)    091 17 54.56660(W) AD(       ) 1
 CP2882  NGVD 29 (11/12/92)   38.80   (m)          127.3    (f) LEVELING    3  
 CP2882
 CP2882.Superseded values are not recommended for survey control.
 CP2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2882.See file dsdata.txt to determine how the superseded data were derived.
 CP2882
 CP2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5898650127(NAD 83)
 CP2882_MARKER: DR = REFERENCE MARK DISK
 CP2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2882
 CP2882  HISTORY     - Date     Condition        Report By
 CP2882  HISTORY     - 1970     MONUMENTED       NGS
 CP2882
 CP2882                          STATION DESCRIPTION
 CP2882
 CP2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2882'THE STATION IS LOCATED 2 MILES NORTHEAST OF CHICKASAW AND 1-1/2
 CP2882'MILES SOUTHEAST OF KILBOURNE, IN PASTURE LAND OWNED BY
 CP2882'MR. J.W. TULLOS, ROUTE 2 BOX 64, OAK GROVE LOUISIANA, PHONE NUMBER
 CP2882'428-2023.
 CP2882'
 CP2882'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 585 AND 17
 CP2882'IN KILBOURNE, GO EAST ON HIGHWAY 585 FOR 1.15 MILES TO THE
 CP2882'JUNCTION OF STATE HIGHWAY 880.  TURN RIGHT AND GO SOUTH ON
 CP2882'HIGHWAY 880 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 CP2882'RIGHT.  CONTINUE SOUTH ON HIGHWAY 880 FOR 0.4 MILE TO A METAL
 CP2882'GATE AND THE STATION ON THE RIGHT.
 CP2882'
 CP2882'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CP2882'KILBOURNE 3 NO 5 1961 1970, SET IN THE TOP OF A 12-INCH
 CP2882'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE
 CP2882'GROUND SURFACE.  IT IS 103 FEET NORTHEAST OF A FENCE CORNER, 73
 CP2882'FEET WEST OF THE CENTER OF HIGHWAY 880, 41 FEET NORTHWEST OF THE
 CP2882'CENTER OF THE METAL GATE AND 29 FEET WEST OF A FENCE.  THE
 CP2882'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 CP2882'INCHES BELOW THE GROUND SURFACE.
 CP2882'
 CP2882'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KILBOURNE NO 2 1929,
 CP2882'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CP2882'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 147.5 FEET NORTH
 CP2882'OF THE CENTER OF THE METAL GATE, 42 FEET WEST OF THE CENTER OF
 CP2882'HIGHWAY 880, 0.8 FOOT WEST OF A METAL WITNESS POST AND 0.5 FOOT
 CP2882'EAST OF THE FENCE.
 CP2882'
 CP2882'REFERENCE MARK 4 IS A STANDARD DISK STAMPED KILBOURNE 3 NO 4 1961,
 CP2882'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2882'FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET SOUTH-SOUTHEAST OF
 CP2882'A POWER POLE, 39 FEET EAST OF THE CENTER OF HIGHWAY 880, 1 FOOT
 CP2882'EAST OF A FENCE AND 0.5 FOOT NORTH OF A METAL WITNESS POST.
 CP2882'
 CP2882'THE 1929 SUB-SURFACE STATION MARK IS A STANDARD DISK STAMPED
 CP2882'KILBOURNE 1929, SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 CP2882'BELOW THE SURFACE OF THE GROUND.  IT IS 39.5 FEET WEST-NORTHWEST
 CP2882'OF THE POWER POLE, 27 FEET WEST OF THE FENCE AND 11.6 FEET EAST
 CP2882'OF THE CENTER OF HIGHWAY 880.
 CP2882'
 CP2882'THE 1956 STATION MARK IS A STANDARD DISK STAMPED KILBOURNE 2 1956,
 CP2882'SET IN 12-INCH SQUARE CONCRETE MONUMENT THAT IS 10 INCHES BELOW
 CP2882'THE GROUND SURFACE.  IT IS 60 FEET EAST OF THE CENTER OF HIGHWAY
 CP2882'880, 22 FEET SOUTHEAST OF THE POWER POLE AND 22 FEET EAST OF THE
 CP2882'FENCE.
 CP2882'
 CP2882'THE 1961 STATION MARK IS A STANDARD DISK STAMPED KILBOURNE 3 1961,
 CP2882'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2882'FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET EAST OF THE CENTER
 CP2882'OF HIGHWAY 880, 23 FEET NORTH-NORTHWEST OF THE POWER POLE AND 4
 CP2882'FEET EAST OF THE FENCE.
 CP2882'
 CP2882'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KILBOURNE 3 1961 1970,
 CP2882'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2882'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 38 FEET WEST OF THE
 CP2882'CENTER OF HIGHWAY 880, 8.5 FEET SOUTH OF A 6 INCH SQUARE CONCRETE
 CP2882'RIGHT-OF-WAY MARKER, 1.8 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 CP2882'POST AND 1 FOOT EAST OF A FENCE.
 CP2882'
 CP2882'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3214 ***********************************************************************
 CP3214  DESIGNATION -  KILBOURNE 3 RM 5 RESET
 CP3214  PID         -  CP3214
 CP3214  STATE/COUNTY-  LA/WEST CARROLL
 CP3214  USGS QUAD   -  KILBOURNE (1988)
 CP3214
 CP3214                         *CURRENT SURVEY CONTROL
 CP3214  ___________________________________________________________________
 CP3214* NAD 83(1986)-  32 58 40.     (N)    091 17 52.     (W)     SCALED    
 CP3214* NAVD 88     -        38.749  (meters)     127.13   (feet)  ADJUSTED  
 CP3214  ___________________________________________________________________
 CP3214  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP3214  DYNAMIC HT  -          38.708 (meters)     126.99  (feet)  COMP
 CP3214  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 CP3214
 CP3214  VERT ORDER  -  SECOND    CLASS II
 CP3214
 CP3214.The horizontal coordinates were scaled from a topographic map and have
 CP3214.an estimated accuracy of +/- 6 seconds.
 CP3214
 CP3214.The orthometric height was determined by differential leveling
 CP3214.and adjusted by the National Geodetic Survey in June 1991..
 CP3214
 CP3214.The geoid height was determined by GEOID03.
 CP3214
 CP3214.The dynamic height is computed by dividing the NAVD 88
 CP3214.geopotential number by the normal gravity value computed on the
 CP3214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3214.degrees latitude (g = 980.6199 gals.).
 CP3214
 CP3214.The modeled gravity was interpolated from observed gravity values.
 CP3214
 CP3214;                    North         East    Units  Estimated Accuracy
 CP3214;SPC LA N     -   275,360.    1,112,390.      MT  (+/- 180 meters Scaled)
 CP3214
 CP3214                          SUPERSEDED SURVEY CONTROL
 CP3214
 CP3214.No superseded survey control is available for this station.
 CP3214
 CP3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS590501(NAD 83)
 CP3214_MARKER: DR = REFERENCE MARK DISK
 CP3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3214_SP_SET: CONCRETE POST
 CP3214_STAMPING: KILBOURNE 3 1961 NO 5 1986
 CP3214_MARK LOGO: NGS   
 CP3214_PROJECTION: FLUSH
 CP3214_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3214+STABILITY: SURFACE MOTION
 CP3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3214+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1986
 CP3214
 CP3214  HISTORY     - Date     Condition        Report By
 CP3214  HISTORY     - 1986     MONUMENTED       NGS
 CP3214  HISTORY     - 19860101 GOOD             NGS
 CP3214
 CP3214                          STATION DESCRIPTION
 CP3214
 CP3214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CP3214'17.1 KM (10.6 MI) NORTH FROM OAK GROVE.
 CP3214'14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3214'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE HIGHWAYS 17
 CP3214'AND 880, THENCE EAST (RIGHT) ON STATE HIGHWAY 880 FOR 2.5 KM (1.5 MI)
 CP3214'TO THE MARK ON THE WEST (LEFT) SIDE OF THE HIGHWAY, 21.9 METERS (72
 CP3214'FEET) WEST OF THE CENTER OF THE HIGHWAY, 14.6 METERS (48 FEET) NORTH
 CP3214'OF A PIPE FENCE, 12.5 METERS (41 FEET) NORTHWEST OF THE CENTER OF A
 CP3214'CATTLE GUARD AND 10.7 METERS (35 FEET) WEST-SOUTHWEST OF A TELEPHONE
 CP3214'JUNCTION BOX.
 CP3214'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP3214
 CP3214                          STATION RECOVERY (1986)
 CP3214
 CP3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP3214'KILBOURNE 2, KILBOURNE 3, REFERENCE MARK NO 4 AND THE AZIMUTH MARK
 CP3214'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS FOUND
 CP3214'LEANING.  IT WAS STRAIGHTENED UP AND STAMPED--RM NO 6--.  KILBOURNE 3
 CP3214'1961 RM 5 WAS FOUND WITH THE DISK SHEARED OFF.  A NEW TOP MARK WAS SET
 CP3214'OVER THE UNDERGROUND MARK AND STAMPED--KILBOURNE 3 1961 RM 5 1986--.
 CP3214' 
 CP3214'THE STATION IS LOCATED ABOUT 3.2 KM (2 MILES) NORTHEAST OF CHICKASAW
 CP3214'AND 2.4 KM (1.5 MILES) SOUTHEAST OF KILBOURNE.
 CP3214' 
 CP3214'OWNERSHIP-- MR J W TULLOS, ROUTE 2 BOX 64, OAK GROVE LOUISIANA, PHONE
 CP3214'NUMBER 318-428-2023.
 CP3214' 
 CP3214'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 585 IN
 CP3214'KILBOURNE, GO EAST ON STATE HIGHWAY 585 FOR 1.9 KM (1.2 MILES) TO THE
 CP3214'JUNCTION OF STATE HIGHWAY 880, THENCE SOUTH (RIGHT) ON HIGHWAY 880 FOR
 CP3214'1.9 KM (1.1 MILE) TO A METAL GATE AND THE STATION ON THE RIGHT AND
 CP3214'WEST OF THE HIGHWAY.
 CP3214' 
 CP3214'THE STATION IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961 RM 5
 CP3214'1986--, SET INTO THE TOP OF A A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3214'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 21.9 M (72 FT) W FROM THE
 CP3214'CENTER OF STATE HIGHWAY 880, 14.6 M (48 FT) N FROM A PIPE FENCE, 12.5
 CP3214'M (41 FT) NW FROM THE CENTER OF A CATTLE GUARD AND GATE, 10.7 M (35
 CP3214'FT) WSW FROM A TELEPHONE JUNCTION BOX, AND 8.8 M (29 FT) W FROM A
 CP3214'FENCE.
 CP3214' 
 CP3214'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP3214'NO 5--, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS OR 3 FT
 CP3214'BELOW THE SURFACE.
 CP3214' 
 CP3214'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP3214'NO 4--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3214'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 43.1 M (141.5 FT) N FROM
 CP3214'THE NORTH END OF A CONCRETE CULVERT UNDER DRIVEWAY, 32.6 M (107 FT)
 CP3214'WNW FROM THE NORTHWEST CORNER OF A BRICK HOUSE, 18.3 M (60 FT) S FROM
 CP3214'A POWER POLE, AND 11.9 M (39 FT) E FROM THE CENTER OF HIGHWAY 880.
 CP3214' 
 CP3214'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP3214'NO 6 1986--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR
 CP3214'12 INCHES ON SIDE FLUSH WITH GROUND LOCATED 13.3 M (43.5 FT) W FROM
 CP3214'THE CENTER OF HIGHWAY 880, 12.5 M (41 FT) S FROM A POWER POLE WITH
 CP3214'SECURITY LIGHT, 6.9 M (22.5 FT) N FROM A FENCE CORNER, AND 5.3 M (17.5
 CP3214'FT) W FROM THE SOUTH END OF CONCRETE CULVERT UNDER DRIVEWAY.
 CP3214' 
 CP3214'AZIMUTH MARK NO 3 IS A STANDARD NGS DISK STAMPED--KILBOURNE 3 1961
 CP3214'1970--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3214'INCHES IN DIAMETER PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND
 CP3214'LOCATED 11.6 M (38 FT) W FROM THE CENTER OF HIGHWAY 880, 2.6 M (8.5
 CP3214'FT) S FROM A RIGHT-OF-WAY MARKER, 0.6 M (2 FT) SSE FROM A METAL
 CP3214'WITNESS POST WITH SIGN ATTACHED, AND 0.3 M (1 FT) E FROM A FENCE.
 CP3214' 
 CP3214'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 CP3214'880 FOR 0.6 KM (0.4 MILE) TO THE AZIMUTH MARK ON THE LEFT AND WEST OF
 CP3214'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3215 ***********************************************************************
 CP3215  DESIGNATION -  KILBOURNE 3 RM 6
 CP3215  PID         -  CP3215
 CP3215  STATE/COUNTY-  LA/WEST CARROLL
 CP3215  USGS QUAD   -  KILBOURNE (1988)
 CP3215
 CP3215                         *CURRENT SURVEY CONTROL
 CP3215  ___________________________________________________________________
 CP3215* NAD 83(1992)-  32 58 41.72598(N)    091 17 54.51867(W)     ADJUSTED  
 CP3215* NAVD 88     -        38.478  (meters)     126.24   (feet)  ADJUSTED  
 CP3215  ___________________________________________________________________
 CP3215  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CP3215  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP3215  DYNAMIC HT  -          38.437 (meters)     126.11  (feet)  COMP
 CP3215  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 CP3215
 CP3215  HORZ ORDER  -  THIRD
 CP3215  VERT ORDER  -  SECOND    CLASS II
 CP3215
 CP3215.The horizontal coordinates were established by classical geodetic methods
 CP3215.and adjusted by the National Geodetic Survey in September 1999..
 CP3215
 CP3215.The orthometric height was determined by differential leveling
 CP3215.and adjusted by the National Geodetic Survey in June 1991..
 CP3215
 CP3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3215
 CP3215.The geoid height was determined by GEOID03.
 CP3215
 CP3215.The dynamic height is computed by dividing the NAVD 88
 CP3215.geopotential number by the normal gravity value computed on the
 CP3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3215.degrees latitude (g = 980.6199 gals.).
 CP3215
 CP3215.The modeled gravity was interpolated from observed gravity values.
 CP3215
 CP3215;                    North         East     Units Scale Factor Converg.
 CP3215;SPC LA N     -   275,416.783 1,112,321.029   MT  1.00008591   +0 38 06.9
 CP3215;SPC LA N     -   903,596.56  3,649,339.91   sFT  1.00008591   +0 38 06.9
 CP3215;UTM  15      - 3,650,161.853   658,997.724   MT  0.99991171   +0 55 34.9
 CP3215
 CP3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3215!SPC LA N     -   0.99999806  x   1.00008591  =   1.00008397
 CP3215!UTM  15      -   0.99999806  x   0.99991171  =   0.99990977
 CP3215
 CP3215                          SUPERSEDED SURVEY CONTROL
 CP3215
 CP3215  NAD 83(1992)-  32 58 41.72692(N)    091 17 54.51815(W) AD(       ) 3
 CP3215  NAD 83(1992)-  32 58 41.72744(N)    091 17 54.51809(W) AD(       ) 3
 CP3215  NAD 83(1986)-  32 58 41.73965(N)    091 17 54.51088(W) AD(       ) 3
 CP3215  NGVD 29 (11/12/92)   38.53   (m)          126.4    (f) LEVELING    3  
 CP3215
 CP3215.Superseded values are not recommended for survey control.
 CP3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3215.See file dsdata.txt to determine how the superseded data were derived.
 CP3215
 CP3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5899850162(NAD 83)
 CP3215_MARKER: DR = REFERENCE MARK DISK
 CP3215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3215_SP_SET: CONCRETE POST
 CP3215_STAMPING: KILBOURNE 3 1961 NO 6 1986
 CP3215_MARK LOGO: NGS   
 CP3215_PROJECTION: FLUSH
 CP3215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3215+STABILITY: SURFACE MOTION
 CP3215
 CP3215  HISTORY     - Date     Condition        Report By
 CP3215  HISTORY     - 1986     MONUMENTED       LADTD
 CP3215  HISTORY     - 1986     GOOD             LADTD
 CP3215
 CP3215                          STATION DESCRIPTION
 CP3215
 CP3215'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3215'17.1 KM (10.6 MI) NORTH FROM OAK GROVE.
 CP3215'14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3215'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE HIGHWAYS 17
 CP3215'AND 880, THENCE EAST (RIGHT) ON STATE HIGHWAY 880 FOR 2.5 KM (1.5 MI)
 CP3215'TO THE MARK ON THE WEST (LEFT) SIDE OF THE HIGHWAY, 13.3 METERS (43.5
 CP3215'FEET) WEST OF THE CENTER OF THE HIGHWAY, 12.5 METERS (41 FEET) SOUTH
 CP3215'OF A POWER POLE WITH A SECURITY LIGHT, 6.9 METERS (22.5 FEET) NORTH
 CP3215'OF A FENCE CORNER AND 5.3 METERS (17.5 FEET) WEST OF THE SOUTH END OF
 CP3215'A CONCRETE CULVERT UNDER A DRIVEWAY.
 CP3215'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2113 ***********************************************************************
 DK2113  DESIGNATION -  KILBOURNE RM
 DK2113  PID         -  DK2113
 DK2113  STATE/COUNTY-  LA/WEST CARROLL
 DK2113  USGS QUAD   -  EUDORA SOUTH (1981)
 DK2113
 DK2113                         *CURRENT SURVEY CONTROL
 DK2113  ___________________________________________________________________
 DK2113* NAD 83(1986)-  33 00 15.     (N)    091 18 46.     (W)     SCALED    
 DK2113* NAVD 88     -        38.753  (meters)     127.14   (feet)  ADJUSTED  
 DK2113  ___________________________________________________________________
 DK2113  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DK2113  DYNAMIC HT  -          38.711 (meters)     127.00  (feet)  COMP
 DK2113  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 DK2113
 DK2113  VERT ORDER  -  SECOND    CLASS II
 DK2113
 DK2113.The horizontal coordinates were scaled from a topographic map and have
 DK2113.an estimated accuracy of +/- 6 seconds.
 DK2113
 DK2113.The orthometric height was determined by differential leveling
 DK2113.and adjusted by the National Geodetic Survey in June 1991..
 DK2113
 DK2113.The geoid height was determined by GEOID03.
 DK2113
 DK2113.The dynamic height is computed by dividing the NAVD 88
 DK2113.geopotential number by the normal gravity value computed on the
 DK2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2113.degrees latitude (g = 980.6199 gals.).
 DK2113
 DK2113.The modeled gravity was interpolated from observed gravity values.
 DK2113
 DK2113;                    North         East    Units  Estimated Accuracy
 DK2113;SPC LA N     -   278,280.    1,110,950.      MT  (+/- 180 meters Scaled)
 DK2113
 DK2113                          SUPERSEDED SURVEY CONTROL
 DK2113
 DK2113.No superseded survey control is available for this station.
 DK2113
 DK2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS576530(NAD 83)
 DK2113_MARKER: Q = CHISELED SQUARE
 DK2113_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK2113_SP_SET: STATE EMBLEM
 DK2113_MARK LOGO: USGS  
 DK2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2113+STABILITY: SURFACE MOTION
 DK2113
 DK2113  HISTORY     - Date     Condition        Report By
 DK2113  HISTORY     - 1977     MONUMENTED       USGS
 DK2113  HISTORY     - 1985     GOOD             LADTD
 DK2113
 DK2113                          STATION DESCRIPTION
 DK2113
 DK2113'DESCRIBED BY LA TRANSP AND DEV 1985
 DK2113'21.9 KM (13.6 MI) NORTH FROM OAK GROVE.
 DK2113'14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 DK2113'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE HIGHWAYS 17
 DK2113'AND 880, THENCE EASTERLY THEN NORTHERLY ON STATE HIGHWAY 880 FOR 4.2
 DK2113'KM (2.6 MI) TO THE JUNCTION WITH STATE HIGHWAY 585, THENCE WEST
 DK2113'(LEFT) ON HIGHWAY 585 FOR 1.9 KM (1.15 MI) TO THE JUNCTION OF STATE
 DK2113'HIGHWAYS 585 AND 17, THENCE NORTH ON STATE HIGHWAY 17 FOR 0.6 KM (0.4
 DK2113'MI) TO THE LOUISIANA STATE EMBLEM ON THE WEST SIDE OF THE HIGHWAY AT
 DK2113'THE LOUISIANA STATE LINE, 6.4 METERS (21 FEET) WEST OF THE CENTERLINE
 DK2113'OF STATE HIGHWAY 17, A CHISELED SQUARE IN THE NORTHEAST CORNER OF THE
 DK2113'LOUISIANS STATE EMBLEM.
 DK2113'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2879 ***********************************************************************
 CP2879  DESIGNATION -  KILBOURNE TRKLINE GAS RAD MAST
 CP2879  PID         -  CP2879
 CP2879  STATE/COUNTY-  LA/WEST CARROLL
 CP2879  USGS QUAD   -  KILBOURNE (1988)
 CP2879
 CP2879                         *CURRENT SURVEY CONTROL
 CP2879  ___________________________________________________________________
 CP2879* NAD 83(1992)-  32 58 39.47978(N)    091 17 57.66497(W)     ADJUSTED  
 CP2879* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 CP2879  ___________________________________________________________________
 CP2879  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CP2879  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2879
 CP2879  HORZ ORDER  -  THIRD
 CP2879
 CP2879.The horizontal coordinates were established by classical geodetic methods
 CP2879.and adjusted by the National Geodetic Survey in September 1999..
 CP2879
 CP2879.The orthometric height was scaled from a topographic map.
 CP2879
 CP2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2879
 CP2879.The geoid height was determined by GEOID03.
 CP2879
 CP2879;                    North         East     Units Scale Factor Converg.
 CP2879;SPC LA N     -   275,346.678 1,112,240.099   MT  1.00008571   +0 38 05.2
 CP2879;SPC LA N     -   903,366.56  3,649,074.39   sFT  1.00008571   +0 38 05.2
 CP2879;SPC AR S     -   434,715.626   465,499.574   MT  1.00008708   +0 23 31.7
 CP2879;SPC AR S     - 1,426,229.52  1,527,226.52   sFT  1.00008708   +0 23 31.7
 CP2879;SPC MS W     -   385,973.286   609,702.494   MT  1.00005050   -0 31 33.1
 CP2879;SPC MS W     - 1,266,314.02  2,000,332.27   sFT  1.00005050   -0 31 33.1
 CP2879;UTM  15      - 3,650,091.350   658,917.165   MT  0.99991140   +0 55 33.2
 CP2879
 CP2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2879!SPC LA N     -   0.99999799  x   1.00008571  =   1.00008370
 CP2879!SPC AR S     -   0.99999799  x   1.00008708  =   1.00008507
 CP2879!SPC MS W     -   0.99999799  x   1.00005050  =   1.00004849
 CP2879!UTM  15      -   0.99999799  x   0.99991140  =   0.99990939
 CP2879
 CP2879                          SUPERSEDED SURVEY CONTROL
 CP2879
 CP2879  NAD 83(1992)-  32 58 39.48081(N)    091 17 57.66468(W) AD(       ) 4
 CP2879  NAD 83(1992)-  32 58 39.48131(N)    091 17 57.66444(W) AD(       ) 4
 CP2879  NAD 83(1986)-  32 58 39.49385(N)    091 17 57.65472(W) AD(       ) 4
 CP2879  NAD 27      -  32 58 39.04409(N)    091 17 57.24972(W) AD(       ) 3
 CP2879
 CP2879.Superseded values are not recommended for survey control.
 CP2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2879.See file dsdata.txt to determine how the superseded data were derived.
 CP2879
 CP2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5891750091(NAD 83)
 CP2879_MARKER: 42 = RADIO/TV MAST
 CP2879
 CP2879  HISTORY     - Date     Condition        Report By
 CP2879  HISTORY     - 1958     FIRST OBSERVED   CGS
 CP2879  HISTORY     - 1970     GOOD             NGS
 CP2879  HISTORY     - 1970     GOOD             NGS
 CP2879
 CP2879                          STATION DESCRIPTION
 CP2879
 CP2879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2879'TRUNKLINE GAS CORPORATION MAST IS LOCATED ABOUT 1-1/2 MILES
 CP2879'SOUTHEAST OF KILBOURNE, ON THE WEST SIDE OF STATE HIGHWAY 880
 CP2879'AND NEAR THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION
 CP2879'13.  T 23 N.  R 11 W..
 CP2879'
 CP2879'A STEEL MAST, 269 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE
 CP2879'SECTIONS WITH A RED LIGHT AT TOP AND DISH SHAPED REFLECTORS
 CP2879'NEAR THE TOP.
 CP2879'
 CP2879'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 CP2879'
 CP2879'PREVIOUS DATA ON THE MAST COULD NOT BE FOUND.
 CP2879
 CP2879                          STATION RECOVERY (1970)
 CP2879
 CP2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2879'TRUNKLINE GAS CORPORATION MAST IS LOCATED ABOUT 1-1/2 MILES
 CP2879'SOUTHEAST OF KILBOURNE, ON THE WEST SIDE OF STATE HIGHWAY 880 AND
 CP2879'NEAR THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION 13.  T
 CP2879'23 N.  R 11 W..
 CP2879'
 CP2879'A STEEL MAST, 269 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE
 CP2879'SECTIONS WITH A RED LIGHT AT TOP AND DISH SHAPED REFLECTORS NEAR
 CP2879'THE TOP.
 CP2879'
 CP2879'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 CP2879'
 CP2879'PREVIOUS DATA ON THE MAST COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2892 ***********************************************************************
 AU2892  DESIGNATION -  KILLONA
 AU2892  PID         -  AU2892
 AU2892  STATE/COUNTY-  LA/ST CHARLES
 AU2892  USGS QUAD   -  HAHNVILLE (1995)
 AU2892
 AU2892                         *CURRENT SURVEY CONTROL
 AU2892  ___________________________________________________________________
 AU2892* NAD 83(1992)-  29 59 58.68295(N)    090 29 19.59000(W)     ADJUSTED  
 AU2892* NAVD 88     -         2.38   (+/-2cm)       7.8  **(feet)  VERTCON   
 AU2892  **This station is located in a subsidence area (see below).
 AU2892  ___________________________________________________________________
 AU2892  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AU2892  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AU2892
 AU2892  HORZ ORDER  -  FIRST
 AU2892  VERT ORDER  -  THIRD ? (See Below)
 AU2892
 AU2892.The horizontal coordinates were established by classical geodetic methods
 AU2892.and adjusted by the National Geodetic Survey in January 1993..
 AU2892
 AU2892 ** The orthometric height has not been validated since last determined
 AU2892 ** by differential leveling and should not be used for control purposes.
 AU2892 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2892 ** area with valid NAVD 88 orthometric heights.
 AU2892 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2892 ** epoch indicated which incorporates improved geoid heights for the
 AU2892 ** Southern Louisiana Subsidence area.
 AU2892 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2892.The vertical order pertains to the NGVD 29 superseded value.
 AU2892
 AU2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2892
 AU2892.The geoid height was determined by GEOID03.
 AU2892
 AU2892;                    North         East     Units Scale Factor Converg.
 AU2892;SPC LA S     -   166,526.137 1,081,481.802   MT  0.99992574   +0 25 20.2
 AU2892;SPC LA S     -   546,344.50  3,548,161.55   sFT  0.99992574   +0 25 20.2
 AU2892;UTM  15      - 3,321,400.171   742,241.791   MT  1.00032405   +1 15 22.4
 AU2892
 AU2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2892!SPC LA S     -   1.00000374  x   0.99992574  =   0.99992948
 AU2892!UTM  15      -   1.00000374  x   1.00032405  =   1.00032780
 AU2892
 AU2892|---------------------------------------------------------------------|
 AU2892| PID    Reference Object                     Distance      Geod. Az  |
 AU2892|                                                           dddmmss.s |
 AU2892| DD7289 KILLONA RM 1                         21.100 METERS 09832     |
 AU2892| DD7290 KILLONA RM 2                         35.000 METERS 20427     |
 AU2892| BJ4378 EDGARD                              APPROX. 7.2 KM 2892143.3 |
 AU2892|---------------------------------------------------------------------|
 AU2892
 AU2892                          SUPERSEDED SURVEY CONTROL
 AU2892
 AU2892  NAD 83(1986)-  29 59 58.69975(N)    090 29 19.59083(W) AD(       ) 1
 AU2892  NAD 27      -  29 59 57.96706(N)    090 29 19.28597(W) AD(       ) 1
 AU2892  NGVD 29 (07/19/86)    2.45   (m)            8.0    (f) LEVELING    3  
 AU2892
 AU2892.Superseded values are not recommended for survey control.
 AU2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2892.See file dsdata.txt to determine how the superseded data were derived.
 AU2892
 AU2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4224221400(NAD 83)
 AU2892_MARKER: DS = TRIANGULATION STATION DISK
 AU2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2892
 AU2892  HISTORY     - Date     Condition        Report By
 AU2892  HISTORY     - 1930     MONUMENTED       CGS
 AU2892  HISTORY     - 1937     GOOD             LAGS
 AU2892  HISTORY     - 1952     SEE DESCRIPTION  USGS
 AU2892  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU2892  HISTORY     - 1958     GOOD             LOCENG
 AU2892
 AU2892                          STATION DESCRIPTION
 AU2892
 AU2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 AU2892'STATION IS IN KILLONA, A TOWN ON HIGHWAY 30, ABOUT 6 MILES NW
 AU2892'OF HAHNVILLE, ON LAND MIDWAY BETWEEN THE PROPERTIES OF TOM DAVIS
 AU2892'AND MADISON GREEN, 1/4 MILE E OF RAILROAD STATION, 13.1 METERS
 AU2892'(43 FEET) N OF ROAD TO RAILROAD STATION, AND 27.4 METERS (90
 AU2892'FEET) E OF 18-INCH MAPLE TREE.
 AU2892'
 AU2892'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2892'DISKS SET IN CONCRETE.
 AU2892'
 AU2892'REFERENCE MARK NO. 1 IS 5.8 METERS (19 FEET) S OF ROAD AND 21.1
 AU2892'METERS (69 FEET) FROM THE STATION S 81 DEG 28 MIN E.
 AU2892'
 AU2892'REFERENCE MARK NO. 2 IS IN SE CORNER OF YARD SURROUNDING HOME
 AU2892'OF TOM DAVIS, 5.8 METERS (19 FEET) N OF THE ROAD, 7.9 METERS
 AU2892'(26 FEET) W OF 18-INCH MAPLE TREE, AND 35.0 METERS (115 FEET)
 AU2892'FROM THE STATION S 24 DEG 27 MIN W.
 AU2892
 AU2892                          STATION RECOVERY (1937)
 AU2892
 AU2892'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 AU2892'STATION RECOVERED AS DESCRIBED.
 AU2892
 AU2892                          STATION RECOVERY (1952)
 AU2892
 AU2892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AU2892'A HOUSE HAS NOW BEEN BUILT DIRECTLY OVER THIS STATION.
 AU2892
 AU2892                          STATION RECOVERY (1955)
 AU2892
 AU2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU2892'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 AU2892'CONDITION.  THE AREA NEAR AND AROUND THE STATION MARK HAS BEEN
 AU2892'BUILT UP WITH HOUSES.  A HOUSE WAS BUILT OVER THE MARK, SO
 AU2892'THAT IT IS INACCESSIBLE TO OCCUPY.  HOWEVER, A SETUP MAY BE
 AU2892'MADE OVER EITHER OF THE REFERENCE MARKS.  A NEW DESCRIPTION
 AU2892'FOLLOWS--
 AU2892'
 AU2892'THE STATION IS LOCATED ABOUT 6 MI. NW OF HAHNVILLE, AT KILLONA,
 AU2892'ON PROPERTY OWNED BY VIOLA CAMPBELL, WHICH IS 0.15 MI. N OF
 AU2892'THE TEXAS AND PACIFIC RAILWAY TRACK, 0.4 MI. S OF THE LEVEE
 AU2892'ROAD (STATE HIGHWAY 18), 0.15 MI. N OF THE RAILROAD CROSSING WHICH
 AU2892'IS AT THE W END OF A SWITCH TRACK, ACROSS THE STREET FROM A
 AU2892'CONCRETE BLOCKHOUSE PAINTED YELLOW, ABOUT 200 FT. N OF GENDRONS
 AU2892'GROCERY STORE, AND 0.1 MI. S OF THE QUEEN ANN INN.  IT IS UNDER
 AU2892'THE N SIDE OF THE HOUSE, 6 FT. S OF A FENCE LINE, 44 FT. W-NW
 AU2892'OF THE CENTER OF THE ROAD LEADING FROM THE LEVEE TO THE
 AU2892'RAILROAD TRACK, 10 FT. W-NW OF THE NE CORNER OF THE HOUSE,
 AU2892'20 FT. E-SE OF THE NW CORNER OF THE HOUSE, AND 115 FT. N OF A
 AU2892'LARGE PECAN TREE WHICH IS ON THE W EDGE OF THE ROAD.  IT IS A
 AU2892'STANDARD DISK, STAMPED KILLONA 1929 AND IS FLUSH WITH THE
 AU2892'GROUND.
 AU2892'
 AU2892'REFERENCE MARK 1 IS 69 FT. E OF THE STATION, ON THE E SIDE
 AU2892'OF THE ROAD, 16 FT. E OF THE CENTERLINE OF THE STREET, 18 FT. W
 AU2892'OF THE NW CORNER OF A HOUSE, AND 3 FT. S OF THE PROJECTED
 AU2892'TANGENT OF THE N SIDE OF A WHITE HOUSE OWNED BY PHILIP GULLAGE.
 AU2892'IT IS A STANDARD DISK, STAMPED KILLONA NO 1 1929 AND PROJECTING
 AU2892'2 IN.
 AU2892'
 AU2892'REFERENCE MARK 2 IS 115 FT. S-SW OF THE STATION, IN THE NE
 AU2892'CORNER OF A YARD SURROUNDED WITH A PICKET FENCE, AND ON
 AU2892'PROPERTY OWNED BY ROLAND SMITH.  IT IS 19 FT. W OF THE CENTERLINE
 AU2892'OF THE ROAD, AND 25 FT. S OF A LARGE PECAN TREE ON THE W SIDE OF
 AU2892'THE STREET.  IT IS A STANDARD DISK, STAMPED KILLONA NO 2 1929
 AU2892'AND IS FLUSH WITH THE GROUND.
 AU2892
 AU2892                          STATION RECOVERY (1958)
 AU2892
 AU2892'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 AU2892'1955 DESCRIPTION GOOD - STATION IS FLUSH WITH GROUND, WITH 18 IN
 AU2892'CLEARANCE TO NORTHERLY EDGE OF FLOOR OF HOUSE BUILT OVER THE
 AU2892'STATION - OK FOR TIE-IN PURPOSES BUT NO SET UP POSSIBLE OVER
 AU2892'STATION.  NO SEARCH MADE FOR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0808 ***********************************************************************
 BK0808  DESIGNATION -  KINDER
 BK0808  PID         -  BK0808
 BK0808  STATE/COUNTY-  LA/ALLEN
 BK0808  USGS QUAD   -  KINDER (1994)
 BK0808
 BK0808                         *CURRENT SURVEY CONTROL
 BK0808  ___________________________________________________________________
 BK0808* NAD 83(1992)-  30 28 56.60325(N)    092 51 36.65730(W)     ADJUSTED  
 BK0808* NAVD 88     -        14.573  (meters)      47.81   (feet)  ADJUSTED  
 BK0808  ___________________________________________________________________
 BK0808  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK0808  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0808  DYNAMIC HT  -          14.554 (meters)      47.75  (feet)  COMP
 BK0808  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BK0808
 BK0808  HORZ ORDER  -  FIRST
 BK0808  VERT ORDER  -  SECOND    CLASS 0
 BK0808
 BK0808.The horizontal coordinates were established by classical geodetic methods
 BK0808.and adjusted by the National Geodetic Survey in January 1993..
 BK0808
 BK0808.The orthometric height was determined by differential leveling
 BK0808.and adjusted by the National Geodetic Survey in February 1994..
 BK0808
 BK0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0808
 BK0808.The geoid height was determined by GEOID03.
 BK0808
 BK0808.The dynamic height is computed by dividing the NAVD 88
 BK0808.geopotential number by the normal gravity value computed on the
 BK0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0808.degrees latitude (g = 980.6199 gals.).
 BK0808
 BK0808.The modeled gravity was interpolated from observed gravity values.
 BK0808
 BK0808;                    North         East     Units Scale Factor Converg.
 BK0808;SPC LA S     -   220,715.778   853,407.776   MT  0.99996094   -0 45 48.4
 BK0808;SPC LA S     -   724,131.68  2,799,888.68   sFT  0.99996094   -0 45 48.4
 BK0808;UTM  15      - 3,372,248.322   513,419.376   MT  0.99960222   +0 04 15.3
 BK0808
 BK0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0808!SPC LA S     -   1.00000200  x   0.99996094  =   0.99996294
 BK0808!UTM  15      -   1.00000200  x   0.99960222  =   0.99960422
 BK0808
 BK0808|---------------------------------------------------------------------|
 BK0808| PID    Reference Object                     Distance      Geod. Az  |
 BK0808|                                                           dddmmss.s |
 BK0808| BK0809 KINDER RM 1                          28.907 METERS 01125     |
 BK0808| BK2954 KINDER MUNICIPAL TANK               APPROX. 1.5 KM 0574315.0 |
 BK0808| BK2959 KINDER SW STATES TEL MW LIGHT       APPROX. 1.1 KM 0681503.6 |
 BK0808| BK2957 KINDER SHELL PIPE MICROWAVE         APPROX. 1.7 KM 1501612.5 |
 BK0808| BK2971 FONTENOT TENN GAS PLINE MST         APPROX. 5.2 KM 1963135.3 |
 BK0808| BK2966 FENTON RICE CORP WATER TANK         APPROX.14.3 KM 2030133.2 |
 BK0808| BK0810 KINDER RM 2                          27.022 METERS 23544     |
 BK0808| BK2998 LE BLANC TRANSCON GAS CO MAST       APPROX. 9.0 KM 2945918.5 |
 BK0808| CW1976 KINDER AZ MK                                       3104933.1 |
 BK0808|---------------------------------------------------------------------|
 BK0808
 BK0808                          SUPERSEDED SURVEY CONTROL
 BK0808
 BK0808  NAD 83(1986)-  30 28 56.62335(N)    092 51 36.65047(W) AD(       ) 1
 BK0808  NAD 27      -  30 28 55.89959(N)    092 51 36.11890(W) AD(       ) 1
 BK0808  NGVD 29 (??/??/??)   14.529  (m)           47.67   (f) ADJUSTED    2 0
 BK0808
 BK0808.Superseded values are not recommended for survey control.
 BK0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0808.See file dsdata.txt to determine how the superseded data were derived.
 BK0808
 BK0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1341972248(NAD 83)
 BK0808_MARKER: DS = TRIANGULATION STATION DISK
 BK0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0808_STAMPING: KINDER 1963
 BK0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0808+STABILITY: SURFACE MOTION
 BK0808
 BK0808  HISTORY     - Date     Condition        Report By
 BK0808  HISTORY     - 1963     MONUMENTED       CGS
 BK0808  HISTORY     - 1969     GOOD             LADTD
 BK0808  HISTORY     - 1974     GOOD             NGS
 BK0808  HISTORY     - 1974     GOOD             NGS
 BK0808  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0808
 BK0808                          STATION DESCRIPTION
 BK0808
 BK0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK0808'THE STATION IS LOCATED 1/2 MILE WEST OF KINDER, IN THE SOUTHWEST
 BK0808'1/4 OF SECTION 35, ON PARISH HIGHWAY 383, IN THE SOUTHEAST
 BK0808'CORNER OF A PASTURE OWNED BY MR. W.S. KINGREY.
 BK0808'
 BK0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165
 BK0808'AND PARISH HIGHWAY 383 IN THE SOUTH EDGE OF KINDER, GO WEST
 BK0808'ON HIGHWAY 383 FOR 0.6 MILE TO THE EAST DRIVEWAY OF KINDER
 BK0808'HIGH SCHOOL ON THE LEFT AND THE STATION ON THE LEFT, AS
 BK0808'DESCRIBED.
 BK0808'
 BK0808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 BK0808'ACROSS AN OPEN FIELD 0.48 MILE, TO THE NORTHWEST CORNER
 BK0808'OF THE FIELD AND THE AZIMUTH MARK, AS DESCRIBED.
 BK0808'
 BK0808'THE STATION MARK IS A STANDARD DISK STAMPED, KINDER 1963,
 BK0808'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 BK0808'IS 3-INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET WEST
 BK0808'OF A 3-INCH WOODEN WITNESS POST AND SIGN, 16.0 FEET WEST
 BK0808'OF THE FENCE LINE AND 93.0 FEET NORTH OF THE CENTERLINE
 BK0808'OF HIGHWAY 383.
 BK0808'
 BK0808'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, KINDER
 BK0808'NO. 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK0808'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.5 FEET
 BK0808'WEST OF THE FENCE LINE, 91.0 FEET NORTH OF A 3-INCH WOODEN
 BK0808'WITNESS POST AND SIGN AND 184.0 FEET NORTH OF THE CENTERLINE
 BK0808'OF HIGHWAY 383.
 BK0808'
 BK0808'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, KINDER
 BK0808'NO. 2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 BK0808'MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.3
 BK0808'FEET NORTH OF A FENCE LINE, 10.3 FEET SOUTHWEST OF A 3-INCH
 BK0808'WOODEN WITNESS POST AND SIGN AND 40.2 FEET NORTH OF THE
 BK0808'CENTERLINE OF HIGHWAY 383.
 BK0808'
 BK0808'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, KINDER 1963,
 BK0808'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 BK0808'IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.0 FEET WEST OF
 BK0808'A 3-INCH WOODEN WITNESS POST AND SIGN, 2.0 FEET EAST OF
 BK0808'FENCE LINE, 21.5 FEET SOUTH OF FENCE LINE AND 0.48 MILE
 BK0808'NORTHWEST OF THE STATION.
 BK0808'
 BK0808'HEIGHT OF LIGHT ABOVE STATION MARK 35.65 METERS.
 BK0808
 BK0808                          STATION RECOVERY (1969)
 BK0808
 BK0808'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0808'1.2 MI SW FROM KINDER.
 BK0808'ABOUT 0.7 MILES SOUTH ALONG US 165 FROM THE MISSOURI PACIFIC RAILROAD
 BK0808'DEPOT AT KINDER, THENCE 0.5 MILE WEST ALONG LA. 383, IN THE SOUTHEAST
 BK0808'CORNER OF A PASTURE OWNED BY MR. W. S. KINGREY.  THE STATION IS NORTH
 BK0808'OF THE EAST DRIVEWAY OF KINDER HIGH SCHOOL, 16 FEET WEST OF THE FENCE
 BK0808'LINE, 93 FEET NORTH OF THE CENTERLINE OF LA. 383, 15 FEET WEST OF A
 BK0808'STEEL WITNESS POST, 1/2 FOOT ABOVE ROADWAY, A TRIANGULATION STATION
 BK0808'DISK IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  SECTION 35,
 BK0808'T6S, R5W.
 BK0808
 BK0808                          STATION RECOVERY (1974)
 BK0808
 BK0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK0808'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 BK0808'MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF
 BK0808'.007 METERS LONGER WAS NOTED IN THE 1963 DISTANCE TO REFERENCE
 BK0808'MARK 1 AND CHECKED IN THE FIELD.  THE DIRECTION TO REFERENCE
 BK0808'MARK 1 CHECKED.  A DIFFERENCE OF 3 MINUTES AND 25 SECONDS
 BK0808'LOWER WAS NOTED IN THE 1963 DIRECTION TO REFERENCE MARK
 BK0808'2 AND CHECKED IN THE FIELD.  A DIFFERENCE OF .033 METERS
 BK0808'SHORTER WAS NOTED IN THE 1963 DISTANCE TO REFERENCE MARK
 BK0808'2 AND CHECKED IN THE FIELD.  THE DIRECTION TO THE AZIMUTH
 BK0808'MARK CHECKED.  FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 BK0808'
 BK0808'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF KINDER, ON
 BK0808'THE NORTH SIDE OF STATE HIGHWAY 383 AND ON PROPERTY OF MR.
 BK0808'J.S. KINGREY, ROUTE 1, POST OFFICE BOX 84A, KINDER, LOUISIANA,
 BK0808'TELEPHONE NUMBER 738-2834.
 BK0808'
 BK0808'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BK0808'383 AND U.S. HIGHWAY 165 IN KINDER, GO WEST ON STATE HIGHWAY
 BK0808'383 FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 BK0808'
 BK0808'STATION MARKS ARE STANDARD DISKS STAMPED KINDER 1963.  THE
 BK0808'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BK0808'MONUMENT FLUSH WITH THE GROUND SURFACE.  THE 1963 DESCRIPTION
 BK0808'STATED THAT A UNDERGROUND MARK WAS SET.  THEY ARE 91 FEET
 BK0808'NORTH OF THE CENTER OF STATE HIGHWAY 383, 52 FEET NORTH OF
 BK0808'A POWER POLE, 50 FEET NORTHWEST OF A FENCE CORNER AND 15
 BK0808'FEET WEST OF A WIRE FENCE AND METAL WITNESS POST.
 BK0808'
 BK0808'REFERENCE MARK 1, A STANDARD DISK STAMPED KINDER NO 1 1963,
 BK0808'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BK0808'FLUSH WITH THE GROUND SURFACE.  IT IS 147 FEET NORTHEAST
 BK0808'OF A POWER POLE, 146 FEET NORTH OF A FENCE CORNER, 91 FEET
 BK0808'NORTH OF THE WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 BK0808'
 BK0808'REFERENCE MARK 2, A STANDARD DISK STAMPED KINDER NO 2 1963,
 BK0808'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BK0808'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 87
 BK0808'FEET WEST OF THE FENCE CORNER, 52 FEET WEST OF THE POWER
 BK0808'POLE, 43 FEET NORTH OF THE CENTER OF STATE HIGHWAY 383 AND
 BK0808'1.5 FEET NORTH OF THE FENCE.
 BK0808'
 BK0808'THE AZIMUTH MARK, A STANDARD DISK STAMPED KINDER 1963, IS
 BK0808'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH
 BK0808'WITH THE GROUND SURFACE.  IT IS 34 FEET EAST OF THE CENTER
 BK0808'OF A FIELD ROAD, 21 FEET EAST OF THE FENCE CORNER, 2 FEET
 BK0808'WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A WIRE
 BK0808'FENCE.
 BK0808'
 BK0808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 BK0808'HIGHWAY 383 FOR 0.25 MILE TO A FIELD ROAD ON THE RIGHT.  TURN
 BK0808'RIGHT AND GO NORTH ON THE FIELD ROAD FOR 0.25 MILE TO A
 BK0808'FENCE CORNER ON THE RIGHT AND THE MARK.
 BK0808'
 BK0808'HEIGHT OF LIGHT ABOVE STATION MARK 133 FEET.
 BK0808'
 BK0808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 BK0808'WEST OF KINDER.
 BK0808
 BK0808                          STATION RECOVERY (1974)
 BK0808
 BK0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0808'RECOVERED IN GOOD CONDITION.
 BK0808
 BK0808                          STATION RECOVERY (2002)
 BK0808
 BK0808'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2954 ***********************************************************************
 BK2954  DESIGNATION -  KINDER MUNICIPAL TANK
 BK2954  PID         -  BK2954
 BK2954  STATE/COUNTY-  LA/ALLEN
 BK2954  USGS QUAD   -  KINDER (1994)
 BK2954
 BK2954                         *CURRENT SURVEY CONTROL
 BK2954  ___________________________________________________________________
 BK2954* NAD 83(1992)-  30 29 22.51100(N)    092 50 49.29338(W)     ADJUSTED  
 BK2954* NAVD 88     -                                                        
 BK2954  ___________________________________________________________________
 BK2954  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK2954  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2954
 BK2954  HORZ ORDER  -  THIRD
 BK2954
 BK2954.The horizontal coordinates were established by classical geodetic methods
 BK2954.and adjusted by the National Geodetic Survey in January 1993..
 BK2954
 BK2954
 BK2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2954
 BK2954.The geoid height was determined by GEOID03.
 BK2954
 BK2954;                    North         East     Units Scale Factor Converg.
 BK2954;SPC LA S     -   221,496.739   854,681.405   MT  0.99996200   -0 45 24.7
 BK2954;SPC LA S     -   726,693.88  2,804,067.24   sFT  0.99996200   -0 45 24.7
 BK2954;UTM  15      - 3,373,047.460   514,681.044   MT  0.99960266   +0 04 39.4
 BK2954
 BK2954                          SUPERSEDED SURVEY CONTROL
 BK2954
 BK2954  NAD 83(1986)-  30 29 22.53108(N)    092 50 49.28661(W) AD(       ) 4
 BK2954  NAD 27      -  30 29 21.80787(N)    092 50 48.75686(W) AD(       ) 3
 BK2954
 BK2954.Superseded values are not recommended for survey control.
 BK2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2954.See file dsdata.txt to determine how the superseded data were derived.
 BK2954
 BK2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1468173047(NAD 83)
 BK2954_MARKER: 53 = ELEVATED TANK
 BK2954
 BK2954  HISTORY     - Date     Condition        Report By
 BK2954  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2954  HISTORY     - 1974     GOOD             NGS
 BK2954  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2954
 BK2954                          STATION DESCRIPTION
 BK2954
 BK2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2954'THE STATION IS LOCATED AT 6TH AVENUE AND U.S. HIGHWAY 165,
 BK2954'IN KINDER.  IT IS A CONICAL TANK SUPPORTED BY 4 TUBULAR
 BK2954'STEEL LEGS, IT IS 140 FEET HIGH AND IS SILVER IN COLOR.
 BK2954'THE POINT INTERSECTED WAS THE TOP CENTER.
 BK2954
 BK2954                          STATION RECOVERY (1974)
 BK2954
 BK2954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2954'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK2954'
 BK2954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KINDER.
 BK2954
 BK2954                          STATION RECOVERY (2002)
 BK2954
 BK2954'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK2954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0809 ***********************************************************************
 BK0809  DESIGNATION -  KINDER RM 1
 BK0809  PID         -  BK0809
 BK0809  STATE/COUNTY-  LA/ALLEN
 BK0809  USGS QUAD   -  KINDER (1994)
 BK0809
 BK0809                         *CURRENT SURVEY CONTROL
 BK0809  ___________________________________________________________________
 BK0809* NAD 83(1986)-  30 28 56.     (N)    092 51 37.     (W)     SCALED    
 BK0809* NAVD 88     -        14.457  (meters)      47.43   (feet)  ADJUSTED  
 BK0809  ___________________________________________________________________
 BK0809  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0809  DYNAMIC HT  -          14.438 (meters)      47.37  (feet)  COMP
 BK0809  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BK0809
 BK0809  VERT ORDER  -  SECOND    CLASS 0
 BK0809
 BK0809.The horizontal coordinates were scaled from a topographic map and have
 BK0809.an estimated accuracy of +/- 6 seconds.
 BK0809
 BK0809.The orthometric height was determined by differential leveling
 BK0809.and adjusted by the National Geodetic Survey in February 1994..
 BK0809
 BK0809.The geoid height was determined by GEOID03.
 BK0809
 BK0809.The dynamic height is computed by dividing the NAVD 88
 BK0809.geopotential number by the normal gravity value computed on the
 BK0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0809.degrees latitude (g = 980.6199 gals.).
 BK0809
 BK0809.The modeled gravity was interpolated from observed gravity values.
 BK0809
 BK0809;                    North         East    Units  Estimated Accuracy
 BK0809;SPC LA S     -   220,700.      853,400.      MT  (+/- 180 meters Scaled)
 BK0809
 BK0809                          SUPERSEDED SURVEY CONTROL
 BK0809
 BK0809  NGVD 29 (??/??/??)   14.412  (m)           47.28   (f) ADJUSTED    2 0
 BK0809
 BK0809.Superseded values are not recommended for survey control.
 BK0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0809.See file dsdata.txt to determine how the superseded data were derived.
 BK0809
 BK0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP134722(NAD 83)
 BK0809_MARKER: DR = REFERENCE MARK DISK
 BK0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0809_STAMPING: KINDER NO. 1 1963
 BK0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0809+STABILITY: SURFACE MOTION
 BK0809
 BK0809  HISTORY     - Date     Condition        Report By
 BK0809  HISTORY     - 1963     MONUMENTED       CGS
 BK0809  HISTORY     - 1969     GOOD             LADTD
 BK0809  HISTORY     - 1974     GOOD             NGS
 BK0809  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0809
 BK0809                          STATION DESCRIPTION
 BK0809
 BK0809'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0809'1.2 MI SW FROM KINDER.
 BK0809'ABOUT 0.7 MILES SOUTH ALONG US 165 FROM THE MISSOURI PACIFIC RAILROAD
 BK0809'DEPOT AT KINDER, THENCE 0.5 MILE WEST ALONG LA. 383, IN THE SOUTHEAST
 BK0809'CORNER OF A PASTURE OWNED BY MR. W. S. KINGREY.  THE STATION IS NORTH
 BK0809'OF THE EAST DRIVEWAY OF KINDER HIGH SCHOOL, 1.5 FEET WEST OF THE FENCE
 BK0809'LINE, 184 FEET NORTH OF THE CENTERLINE OF LA. 383, 1/2 FOOT ABOVE
 BK0809'ROADWAY, A REFERENCE MARK DISK IN THE TOP OF A CONCRETE POST FLUSH
 BK0809'WITH THE GROUND.  SECTION 35, T6S, R5W.
 BK0809
 BK0809                          STATION RECOVERY (1974)
 BK0809
 BK0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0809'RECOVERED IN GOOD CONDITION.
 BK0809
 BK0809                          STATION RECOVERY (2002)
 BK0809
 BK0809'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0810 ***********************************************************************
 BK0810  DESIGNATION -  KINDER RM 2
 BK0810  PID         -  BK0810
 BK0810  STATE/COUNTY-  LA/ALLEN
 BK0810  USGS QUAD   -  KINDER (1994)
 BK0810
 BK0810                         *CURRENT SURVEY CONTROL
 BK0810  ___________________________________________________________________
 BK0810* NAD 83(1986)-  30 28 56.     (N)    092 51 37.     (W)     SCALED    
 BK0810* NAVD 88     -        14.645  (meters)      48.05   (feet)  ADJUSTED  
 BK0810  ___________________________________________________________________
 BK0810  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0810  DYNAMIC HT  -          14.626 (meters)      47.99  (feet)  COMP
 BK0810  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BK0810
 BK0810  VERT ORDER  -  SECOND    CLASS 0
 BK0810
 BK0810.The horizontal coordinates were scaled from a topographic map and have
 BK0810.an estimated accuracy of +/- 6 seconds.
 BK0810
 BK0810.The orthometric height was determined by differential leveling
 BK0810.and adjusted by the National Geodetic Survey in February 1994..
 BK0810
 BK0810.The geoid height was determined by GEOID03.
 BK0810
 BK0810.The dynamic height is computed by dividing the NAVD 88
 BK0810.geopotential number by the normal gravity value computed on the
 BK0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0810.degrees latitude (g = 980.6199 gals.).
 BK0810
 BK0810.The modeled gravity was interpolated from observed gravity values.
 BK0810
 BK0810;                    North         East    Units  Estimated Accuracy
 BK0810;SPC LA S     -   220,700.      853,400.      MT  (+/- 180 meters Scaled)
 BK0810
 BK0810                          SUPERSEDED SURVEY CONTROL
 BK0810
 BK0810  NGVD 29 (??/??/??)   14.600  (m)           47.90   (f) ADJUSTED    2 0
 BK0810
 BK0810.Superseded values are not recommended for survey control.
 BK0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0810.See file dsdata.txt to determine how the superseded data were derived.
 BK0810
 BK0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP134722(NAD 83)
 BK0810_MARKER: DR = REFERENCE MARK DISK
 BK0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0810_STAMPING: KINDER NO. 2 1963
 BK0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0810+STABILITY: SURFACE MOTION
 BK0810
 BK0810  HISTORY     - Date     Condition        Report By
 BK0810  HISTORY     - 1963     MONUMENTED       CGS
 BK0810  HISTORY     - 1969     GOOD             LADTD
 BK0810  HISTORY     - 1974     GOOD             NGS
 BK0810
 BK0810                          STATION DESCRIPTION
 BK0810
 BK0810'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0810'1.2 MI SW FROM KINDER.
 BK0810'ABOUT 0.7 MILES SOUTH ALONG US 165 FROM THE MISSOURI PACIFIC RAILROAD
 BK0810'DEPOT AT KINDER, THENCE 0.5 MILES WEST ALONG LA. 383, IN THE SOUTHEAST
 BK0810'CORNER OF A PASTURE OWNED BY MR. W. S. KINGREY.  THE STATION IS NORTH
 BK0810'OF THE EAST DRIVEWAY OF KINDER HIGH SCHOOL, 1.3 FEET NORTH OF A FENCE
 BK0810'LINE, 40 FEET NORTH OF THE CENTERLINE OF LA. 383, ABOUT 1/2 FOOT ABOVE
 BK0810'ROADWAY, A REFERENCE MARK DISK IN THE TOP OF A CONCRETE POST FLUSH
 BK0810'WITH GROUND.  SECTION 35, T6S, R5W.
 BK0810
 BK0810                          STATION RECOVERY (1974)
 BK0810
 BK0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2957 ***********************************************************************
 BK2957  DESIGNATION -  KINDER SHELL PIPE MICROWAVE
 BK2957  PID         -  BK2957
 BK2957  STATE/COUNTY-  LA/ALLEN
 BK2957  USGS QUAD   -  KINDER (1994)
 BK2957
 BK2957                         *CURRENT SURVEY CONTROL
 BK2957  ___________________________________________________________________
 BK2957* NAD 83(1992)-  30 28 08.92358(N)    092 51 05.22365(W)     ADJUSTED  
 BK2957* NAVD 88     -                                                        
 BK2957  ___________________________________________________________________
 BK2957  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BK2957  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2957
 BK2957  HORZ ORDER  -  THIRD
 BK2957
 BK2957.The horizontal coordinates were established by classical geodetic methods
 BK2957.and adjusted by the National Geodetic Survey in January 1993..
 BK2957
 BK2957
 BK2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2957
 BK2957.The geoid height was determined by GEOID03.
 BK2957
 BK2957;                    North         East     Units Scale Factor Converg.
 BK2957;SPC LA S     -   219,236.552   854,226.590   MT  0.99995903   -0 45 32.7
 BK2957;SPC LA S     -   719,278.59  2,802,575.07   sFT  0.99995903   -0 45 32.7
 BK2957;UTM  15      - 3,370,781.701   514,259.344   MT  0.99960251   +0 04 31.2
 BK2957
 BK2957                          SUPERSEDED SURVEY CONTROL
 BK2957
 BK2957  NAD 83(1986)-  30 28 08.94372(N)    092 51 05.21685(W) AD(       ) 4
 BK2957  NAD 27      -  30 28 08.21864(N)    092 51 04.68606(W) AD(       ) 3
 BK2957
 BK2957.Superseded values are not recommended for survey control.
 BK2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2957.See file dsdata.txt to determine how the superseded data were derived.
 BK2957
 BK2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1425970782(NAD 83)
 BK2957_MARKER: 44 = MICROWAVE MAST
 BK2957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2957+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 BK2957
 BK2957  HISTORY     - Date     Condition        Report By
 BK2957  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2957  HISTORY     - 20021105 GOOD             USPSQD
 BK2957  HISTORY     - 20040630 GOOD             USPSQD
 BK2957
 BK2957                          STATION DESCRIPTION
 BK2957
 BK2957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2957'THE STATON IS THE LIGHT ATOP THE KINDER, SHELL PIPELINE CORPORATION
 BK2957'MICRO-WAVE MAST, LOCATED ABOUT 1.5 MILES SOUTH OF KINDER.  IT IS A
 BK2957'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED
 BK2957'AND WHITE, 2 REFLECTORS AT THE TOP, AND AN OVERALL HEIGHT OF 265
 BK2957'FEET.
 BK2957'
 BK2957'TO REACH FFOM THE JUNCTION OF U. S. HIGHWAYS 190 AND 165 IN KINDER,
 BK2957'GO SOUTHWEST ON HIGHWAY 165 FOR 1.45 MILES TO A SIDE ROAD LEFT.
 BK2957'TURN SHARP LEFT, EAST, FOR 0.45 MILE, THENCE LEFT, NORTH, 0.15 MILE
 BK2957'TO STATION.
 BK2957
 BK2957                          STATION RECOVERY (2002)
 BK2957
 BK2957'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 BK2957'RECOVERED IN GOOD CONDITION.
 BK2957
 BK2957                          STATION RECOVERY (2004)
 BK2957
 BK2957'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2956 ***********************************************************************
 BK2956  DESIGNATION -  KINDER SW STATES TEL MW
 BK2956  PID         -  BK2956
 BK2956  STATE/COUNTY-  LA/ALLEN
 BK2956  USGS QUAD   -  KINDER (1994)
 BK2956
 BK2956                         *CURRENT SURVEY CONTROL
 BK2956  ___________________________________________________________________
 BK2956* NAD 83(1992)-  30 29 09.69587(N)    092 50 58.79669(W)     ADJUSTED  
 BK2956* NAVD 88     -                                                        
 BK2956  ___________________________________________________________________
 BK2956  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK2956  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2956
 BK2956  HORZ ORDER  -  THIRD
 BK2956
 BK2956.The horizontal coordinates were established by classical geodetic methods
 BK2956.and adjusted by the National Geodetic Survey in January 1993..
 BK2956
 BK2956
 BK2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2956
 BK2956.The geoid height was determined by GEOID03.
 BK2956
 BK2956;                    North         East     Units Scale Factor Converg.
 BK2956;SPC LA S     -   221,105.502   854,422.769   MT  0.99996148   -0 45 29.5
 BK2956;SPC LA S     -   725,410.30  2,803,218.70   sFT  0.99996148   -0 45 29.5
 BK2956;UTM  15      - 3,372,652.640   514,428.224   MT  0.99960257   +0 04 34.6
 BK2956
 BK2956                          SUPERSEDED SURVEY CONTROL
 BK2956
 BK2956  NAD 83(1986)-  30 29 09.71595(N)    092 50 58.78990(W) AD(       ) 4
 BK2956  NAD 27      -  30 29 08.99247(N)    092 50 58.25928(W) AD(       ) 3
 BK2956
 BK2956.Superseded values are not recommended for survey control.
 BK2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2956.See file dsdata.txt to determine how the superseded data were derived.
 BK2956
 BK2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1442872653(NAD 83)
 BK2956_MARKER: 44 = MICROWAVE MAST
 BK2956
 BK2956  HISTORY     - Date     Condition        Report By
 BK2956  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2956  HISTORY     - 1974     GOOD             NGS
 BK2956
 BK2956                          STATION DESCRIPTION
 BK2956
 BK2956'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2956'THE STATION IS LOCATED IN THE SOUTH EDGE OF KINDER, NEAR THE
 BK2956'INTERSECTION OF U.S. HIGHWAYS 190 AND 165.  IT IS A 4 LEGGED
 BK2956'STEEL STRUCTURE IS ALTERNATE COLORS OF ORANGE AND WHITE,
 BK2956'IT HAS A LIGHT IN THE NORTHWEST CORNER AND A LARGE REFLECTOR
 BK2956'AND ANTENNA ON THE SOUTH SIDE.  THE POINT INTERSECTED WAS
 BK2956'THE TOP CENTER.
 BK2956
 BK2956                          STATION RECOVERY (1974)
 BK2956
 BK2956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2956'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK2956'
 BK2956'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2959 ***********************************************************************
 BK2959  DESIGNATION -  KINDER SW STATES TEL MW LIGHT
 BK2959  PID         -  BK2959
 BK2959  STATE/COUNTY-  LA/ALLEN
 BK2959  USGS QUAD   -  KINDER (1994)
 BK2959
 BK2959                         *CURRENT SURVEY CONTROL
 BK2959  ___________________________________________________________________
 BK2959* NAD 83(1992)-  30 29 09.68608(N)    092 50 58.78735(W)     ADJUSTED  
 BK2959* NAVD 88     -                                                        
 BK2959  ___________________________________________________________________
 BK2959  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK2959  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2959
 BK2959  HORZ ORDER  -  THIRD
 BK2959
 BK2959.The horizontal coordinates were established by classical geodetic methods
 BK2959.and adjusted by the National Geodetic Survey in January 1993..
 BK2959
 BK2959
 BK2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2959
 BK2959.The geoid height was determined by GEOID03.
 BK2959
 BK2959;                    North         East     Units Scale Factor Converg.
 BK2959;SPC LA S     -   221,105.197   854,423.014   MT  0.99996148   -0 45 29.5
 BK2959;SPC LA S     -   725,409.30  2,803,219.51   sFT  0.99996148   -0 45 29.5
 BK2959;UTM  15      - 3,372,652.339   514,428.473   MT  0.99960257   +0 04 34.6
 BK2959
 BK2959                          SUPERSEDED SURVEY CONTROL
 BK2959
 BK2959  NAD 83(1986)-  30 29 09.70619(N)    092 50 58.78052(W) AD(       ) 4
 BK2959  NAD 27      -  30 29 08.98223(N)    092 50 58.25022(W) AD(       ) 3
 BK2959
 BK2959.Superseded values are not recommended for survey control.
 BK2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2959.See file dsdata.txt to determine how the superseded data were derived.
 BK2959
 BK2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1442872652(NAD 83)
 BK2959_MARKER: 45 = MICROWAVE TOWER
 BK2959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2959+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2002
 BK2959
 BK2959  HISTORY     - Date     Condition        Report By
 BK2959  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2959  HISTORY     - 20021102 GOOD             USPSQD
 BK2959
 BK2959                          STATION DESCRIPTION
 BK2959
 BK2959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2959'THE STATION IS LOCATED IN THE SOUTH EDGE OF KINDER, NEAR THE
 BK2959'INTERSECTION OF U. S. HIGHWAYS 165 AND 190.  IT IS A 4-LEGGED STEEL
 BK2959'STRUCTURE, ORANGE AND WHITE IN COLORS, HAS A LARGE REFLECTOR AND
 BK2959'ANTENNA ON THE SOUTH SIDE AND A LIGHT ON TOP IN THE NORTHWEST
 BK2959'CORNER OF THE TOWER.  THE POINT INTERSECTED WAS THE LIGHT.
 BK2959'
 BK2959'NOTE--TOP CENTER WAS INTERSECTED IN 1963.
 BK2959
 BK2959                          STATION RECOVERY (2002)
 BK2959
 BK2959'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK2959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2970 ***********************************************************************
 BK2970  DESIGNATION -  KING
 BK2970  PID         -  BK2970
 BK2970  STATE/COUNTY-  LA/ALLEN
 BK2970  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK2970
 BK2970                         *CURRENT SURVEY CONTROL
 BK2970  ___________________________________________________________________
 BK2970* NAD 83(1992)-  30 28 18.95537(N)    092 56 12.20719(W)     ADJUSTED  
 BK2970* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 BK2970  ___________________________________________________________________
 BK2970  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK2970  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2970
 BK2970  HORZ ORDER  -  SECOND
 BK2970
 BK2970.The horizontal coordinates were established by classical geodetic methods
 BK2970.and adjusted by the National Geodetic Survey in January 1993..
 BK2970
 BK2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2970
 BK2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2970
 BK2970.The geoid height was determined by GEOID03.
 BK2970
 BK2970;                    North         East     Units Scale Factor Converg.
 BK2970;SPC LA S     -   219,656.960   846,043.289   MT  0.99995943   -0 48 06.2
 BK2970;SPC LA S     -   720,657.88  2,775,727.02   sFT  0.99995943   -0 48 06.2
 BK2970;UTM  15      - 3,371,082.829   506,073.721   MT  0.99960046   +0 01 55.5
 BK2970
 BK2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2970!SPC LA S     -   1.00000225  x   0.99995943  =   0.99996168
 BK2970!UTM  15      -   1.00000225  x   0.99960046  =   0.99960271
 BK2970
 BK2970|---------------------------------------------------------------------|
 BK2970| PID    Reference Object                     Distance      Geod. Az  |
 BK2970|                                                           dddmmss.s |
 BK2970| CW1977 KING RM 1                            30.940 METERS 09747     |
 BK2970| CW1978 KING RM 2                            31.270 METERS 22414     |
 BK2970| BK0866 KING AZ MK                                         2540216.5 |
 BK2970|---------------------------------------------------------------------|
 BK2970
 BK2970                          SUPERSEDED SURVEY CONTROL
 BK2970
 BK2970  NAD 83(1986)-  30 28 18.97539(N)    092 56 12.20016(W) AD(       ) 2
 BK2970  NAD 27      -  30 28 18.25052(N)    092 56 11.66078(W) AD(       ) 2
 BK2970  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 BK2970
 BK2970.Superseded values are not recommended for survey control.
 BK2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2970.See file dsdata.txt to determine how the superseded data were derived.
 BK2970
 BK2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0607471083(NAD 83)
 BK2970_MARKER: DS = TRIANGULATION STATION DISK
 BK2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2970
 BK2970  HISTORY     - Date     Condition        Report By
 BK2970  HISTORY     - 1963     MONUMENTED       CGS
 BK2970
 BK2970                          STATION DESCRIPTION
 BK2970
 BK2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2970'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF KINDER,
 BK2970'7 MILES SOUTHEAST OF REEVES, 7 MILES NORTH-NORTHWEST OF
 BK2970'FENTON, ON PROPERTY OWNED BY KING CORPORATION.  PERMISSION BY
 BK2970'MR. GEORGE M. KING OF KINDER.
 BK2970'
 BK2970'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165
 BK2970'WITH STATE HIGHWAY 383, IN THE SOUTH EDGE OF KINDER, GO
 BK2970'WEST AND SOUTHWEST ON STATE HIGHWAY 383 FOR 3.55 MILES TO A
 BK2970'SIDE ROAD RIGHT.  KEEP LEFT, STRAIGHT AHEAD FOR 1.6 MILES TO A
 BK2970'SIDE ROAD TOTHE LEFT.  TURN LEFT AND GO SOUTH-SOUTHEAST ON
 BK2970'A GRAVELED ROAD FOR 0.15 MILE TO STATION ON THE LEFT.
 BK2970'
 BK2970'TO REACH THE AZIMUTH FROM THE STATION GO NORTH-NORTHWEST
 BK2970'0.15 MILE TO STATE HIGHWAY 383, TURN LEFT AND GO 0.55 MILE
 BK2970'TO THE AZIMUTH ON THE RIGHT NEAR THE FENCE LINE.
 BK2970'
 BK2970'THE STATION IS A STANDARD DISK STAMPED KING 1963 SET IN A
 BK2970'10 X 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BK2970'IS 36.0 FEET SOUTHWEST OF PINE TREE WITH TRIANGULAR BLAZE.
 BK2970'71.0 FEET WEST OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS
 BK2970'POST WITH SIGN.  97.0 FEET WEST OF GRAVELED ROAD.
 BK2970'
 BK2970'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KING NO 1 1963
 BK2970'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 BK2970'THE GROUND.  IT IS 20.0 FEET SOUTHWEST OF PINE TREE WITH
 BK2970'TRIANGULAR BLAZE.
 BK2970'
 BK2970'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KING NO 2 1963
 BK2970'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BK2970'GROUND.  IT IS 27.0 FEET EAST OF GRAVELED ROAD.  1.0 FEET EAST
 BK2970'OF FENCE.  60.7 FEET SOUTH OF A 3 INCH DIAMETER CREOSOTE
 BK2970'WOOD WITNESS POST WITH SIGN.
 BK2970'
 BK2970'AZIMUTH IS A STANDARD DISK STAMPED KING 1963 SET IN A 10 X
 BK2970'10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BK2970'IS 1.0 FEET SOUTH SOUTHEAST OF FENCE.  1.3 FEET NORTH EAST
 BK2970'OF 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST WITH SIGN.
 BK2970'42.0 FEET NORTHWEST OF STATE HIGHWAY 383.  400.0 FEET
 BK2970'(APPROXIMATELY) SOUTHEAST OF DRIVE WAY.  0.55 MILE WEST OF
 BK2970'STATION.
 BK2970'
 BK2970'HEIGHT OF LIGHT ABOVE STATION MARK 34.19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2992 ***********************************************************************
 AU2992  DESIGNATION -  KING
 AU2992  PID         -  AU2992
 AU2992  STATE/COUNTY-  LA/TERREBONNE
 AU2992  USGS QUAD   -  TIMBALIER ISLAND (1994)
 AU2992
 AU2992                         *CURRENT SURVEY CONTROL
 AU2992  ___________________________________________________________________
 AU2992* NAD 83(1992)-  29 03 46.10379(N)    090 27 09.29825(W)     ADJUSTED  
 AU2992* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2992  **This station is located in a subsidence area (see below).
 AU2992  ___________________________________________________________________
 AU2992  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AU2992  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AU2992
 AU2992  HORZ ORDER  -  SECOND
 AU2992
 AU2992.The horizontal coordinates were established by classical geodetic methods
 AU2992.and adjusted by the National Geodetic Survey in January 1993..
 AU2992
 AU2992 ** The orthometric height has not been validated since last determined
 AU2992 ** by differential leveling and should not be used for control purposes.
 AU2992 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2992 ** area with valid NAVD 88 orthometric heights.
 AU2992 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2992 ** epoch indicated which incorporates improved geoid heights for the
 AU2992 ** Southern Louisiana Subsidence area.
 AU2992 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2992.The orthometric height was scaled from a topographic map.
 AU2992
 AU2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2992
 AU2992.The geoid height was determined by GEOID03.
 AU2992
 AU2992;                    North         East     Units Scale Factor Converg.
 AU2992;SPC LA S     -    62,716.324 1,085,771.623   MT  1.00005867   +0 26 25.4
 AU2992;SPC LA S     -   205,761.81  3,562,235.73   sFT  1.00005867   +0 26 25.4
 AU2992;UTM  15      - 3,217,623.444   748,011.580   MT  1.00035910   +1 14 17.1
 AU2992
 AU2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2992!SPC LA S     -   1.00000376  x   1.00005867  =   1.00006243
 AU2992!UTM  15      -   1.00000376  x   1.00035910  =   1.00036286
 AU2992
 AU2992|---------------------------------------------------------------------|
 AU2992| PID    Reference Object                     Distance      Geod. Az  |
 AU2992|                                                           dddmmss.s |
 AU2992| DD7291 KING RM 1                            20.655 METERS 09927     |
 AU2992| DD7292 KING RM 2                            18.680 METERS 17536     |
 AU2992| AU3052 CAILIOU                             APPROX. 4.9 KM 2865749.9 |
 AU2992|---------------------------------------------------------------------|
 AU2992
 AU2992                          SUPERSEDED SURVEY CONTROL
 AU2992
 AU2992  NAD 83(1986)-  29 03 46.12193(N)    090 27 09.31056(W) AD(       ) 2
 AU2992  NAD 27      -  29 03 45.28900(N)    090 27 08.99500(W) AD(       ) 2
 AU2992
 AU2992.Superseded values are not recommended for survey control.
 AU2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2992.See file dsdata.txt to determine how the superseded data were derived.
 AU2992
 AU2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4801217623(NAD 83)
 AU2992_MARKER: Z = SEE DESCRIPTION
 AU2992_SETTING: 0 = UNSPECIFIED SETTING
 AU2992
 AU2992  HISTORY     - Date     Condition        Report By
 AU2992  HISTORY     - 1887     MONUMENTED       CGS
 AU2992  HISTORY     - 1953     MARK NOT FOUND   CGS
 AU2992
 AU2992                          STATION DESCRIPTION
 AU2992
 AU2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (FWP)
 AU2992'STATION IS ON THE W END OF TIMBALIER ISLAND, ABOUT A MILE WSW
 AU2992'FROM A GROUP OF HOUSES ON THE ISLAND.  THIS STATION WAS REPORTED
 AU2992'LOST IN 1933.
 AU2992
 AU2992                          STATION RECOVERY (1953)
 AU2992
 AU2992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2992'STATION IS LOST, AS REPORTED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3088 ***********************************************************************
 AU3088  DESIGNATION -  KING
 AU3088  PID         -  AU3088
 AU3088  STATE/COUNTY-  LA/TERREBONNE
 AU3088  USGS QUAD   -  LAKE MECHANT (1994)
 AU3088
 AU3088                         *CURRENT SURVEY CONTROL
 AU3088  ___________________________________________________________________
 AU3088* NAD 83(1992)-  29 15 40.22889(N)    090 59 46.70683(W)     ADJUSTED  
 AU3088* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3088  ___________________________________________________________________
 AU3088  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3088  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AU3088
 AU3088  HORZ ORDER  -  SECOND
 AU3088
 AU3088.The horizontal coordinates were established by classical geodetic methods
 AU3088.and adjusted by the National Geodetic Survey in January 1993..
 AU3088
 AU3088.The orthometric height was scaled from a topographic map.
 AU3088
 AU3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3088
 AU3088.The geoid height was determined by GEOID03.
 AU3088
 AU3088;                    North         East     Units Scale Factor Converg.
 AU3088;SPC LA S     -    84,422.391 1,032,756.771   MT  1.00000844   +0 10 06.7
 AU3088;SPC LA S     -   276,975.79  3,388,302.84   sFT  1.00000844   +0 10 06.7
 AU3088;UTM  15      - 3,238,586.481   694,687.779   MT  1.00006773   +0 58 46.9
 AU3088
 AU3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3088!SPC LA S     -   1.00000387  x   1.00000844  =   1.00001231
 AU3088!UTM  15      -   1.00000387  x   1.00006773  =   1.00007160
 AU3088
 AU3088|---------------------------------------------------------------------|
 AU3088| PID    Reference Object                     Distance      Geod. Az  |
 AU3088|                                                           dddmmss.s |
 AU3088| DD7293 KING RM 1                            26.150 METERS 04721     |
 AU3088| AU3077 STORM                               APPROX. 4.3 KM 1261025.1 |
 AU3088| DD7294 KING RM 2                            20.580 METERS 23342     |
 AU3088|---------------------------------------------------------------------|
 AU3088
 AU3088                          SUPERSEDED SURVEY CONTROL
 AU3088
 AU3088  NAD 83(1986)-  29 15 40.25279(N)    090 59 46.71493(W) AD(       ) 2
 AU3088  NAD 27      -  29 15 39.46100(N)    090 59 46.36200(W) AD(       ) 2
 AU3088
 AU3088.Superseded values are not recommended for survey control.
 AU3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3088.See file dsdata.txt to determine how the superseded data were derived.
 AU3088
 AU3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9468838586(NAD 83)
 AU3088_MARKER: DS = TRIANGULATION STATION DISK
 AU3088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3088_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3088
 AU3088  HISTORY     - Date     Condition        Report By
 AU3088  HISTORY     - 1934     MONUMENTED       CGS
 AU3088  HISTORY     - 1952     GOOD             CGS
 AU3088  HISTORY     - 1965     GOOD             CGS
 AU3088  HISTORY     - 1973     GOOD             USGS
 AU3088
 AU3088                          STATION DESCRIPTION
 AU3088
 AU3088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3088'STATION IS ON THE E BANK OF LITTLE BAYOU DE LARGE, ON THE S
 AU3088'SIDE OF A PASS INTO KING LAKE (WHICH IS THE FIRST PASS LEADING
 AU3088'TO THE EASTWARD S OF GRAND PASS), DIRECTLY OPPOSITE A LARGE
 AU3088'HOUSE ON THE N SIDE OF THE PASS, 20 METERS (65 FEET) E OF THE
 AU3088'BAYOU, 20 METERS (65 FEET) S OF THE PASS AND IN SOFT MARSH.
 AU3088'
 AU3088'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3088'IN TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AU3088'UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU3088'
 AU3088'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK SET AT
 AU3088'THE CENTER OF A MASS OF CONCRETE FASTENED TO THE END OF A LONG
 AU3088'PILE DRIVEN INTO THE MARSH, IS 9 METERS (30 FEET) S OF THE PASS
 AU3088'AND 26.15 METERS (85.8 FEET) FROM THE STATION N 47 DEG 21 MIN E.
 AU3088'
 AU3088'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET AT
 AU3088'THE CENTER OF A MASS OF CONCRETE FASTENED TO THE END OF A LONG
 AU3088'PILE DRIVEN INTO THE MARSH, IS 7 METERS (23 FEET) E OF THE
 AU3088'BAYOU, AND 20.58 METERS (67.5 FEET) FROM THE STATION S 53 DEG
 AU3088'42 MIN W.
 AU3088
 AU3088                          STATION RECOVERY (1952)
 AU3088
 AU3088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3088'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3088'STATION IS LOCATED ON THE E BANK OF BAYOU DU LARGE, ON THE S
 AU3088'SIDE OF A PASS INTO KING LAKE (THE FIRST PASS TO THE E WHICH IS
 AU3088'S OF GRAND PASS), DIRECTLY OPPOSITE A LARGE HOUSE ON THE N SIDE OF
 AU3088'THE PASS, 65 FT. E OF THE BAYOU, 65 FT. S OF THE PASS, AND IN THE
 AU3088'SOFT MARSH.  IT IS A STANDARD DISK, STAMPED KING 1934 AND SET
 AU3088'IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE THE
 AU3088'GROUND.
 AU3088'
 AU3088'REFERENCE MARK 1 IS NE OF THE STATION, AND 30 FT. S OF THE PASS.
 AU3088'IT IS A STANDARD DISK, STAMPED KING 1934 NO 1 AND SET IN THE
 AU3088'TOP OF A CONCRETE MONUMENT PROJECTING 0.3 FT. ABOVE THE GROUND.
 AU3088'
 AU3088'REFERENCE MARK 2 IS SW OF THE STATION, AND 23 FT. E OF THE BAYOU.
 AU3088'IT IS A STANDARD DISK, STAMPED KING 1934 NO 2 AND SET IN THE TOP
 AU3088'OF A CONCRETE MONUMENT PROJECTING 0.2 FT. ABOVE THE GROUND.
 AU3088'
 AU3088'THE DISTANCES AND ANGLES BETWEEN THE REFERENCE MARKS WERE
 AU3088'CHECKED AND WERE FOUND TO BE CORRECT.
 AU3088
 AU3088                          STATION RECOVERY (1965)
 AU3088
 AU3088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3088'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU3088'A 1-1/4 INCH PIPE WITNESS POST WAS SET AT THE STATION.
 AU3088'
 AU3088'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AU3088'
 AU3088'THE STATION WAS REACHED BY FLOAT PLANE.
 AU3088
 AU3088                          STATION RECOVERY (1973)
 AU3088
 AU3088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DLH)
 AU3088'STATION WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 AU3088'WERE FOUND AS DESCRIBED.  THE STATIONS ARE APPROXIMATELY ONE FOOT
 AU3088'BELOW WATER LEVEL AT HIGH TIDE AND ARE EXPOSED AT LOW TIDE.  THE
 AU3088'DISTANCES TO THE REFERENCE MARKS CHECKED WELL.  BEARING TO
 AU3088'R.M. 1 IS N 53 DEG 21 MIN E.  BEARING TO R. M. 2 IS S 53 DEG
 AU3088'43 MIN W.  NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2975 ***********************************************************************
 CQ2975  DESIGNATION -  KING
 CQ2975  PID         -  CQ2975
 CQ2975  STATE/COUNTY-  LA/CLAIBORNE
 CQ2975  USGS QUAD   -  HOMER (1986)
 CQ2975
 CQ2975                         *CURRENT SURVEY CONTROL
 CQ2975  ___________________________________________________________________
 CQ2975* NAD 83(1992)-  32 49 22.95170(N)    093 02 52.70121(W)     ADJUSTED  
 CQ2975* NAVD 88     -       106.0    (meters)     348.     (feet)  VERTCON   
 CQ2975  ___________________________________________________________________
 CQ2975  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CQ2975  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ2975
 CQ2975  HORZ ORDER  -  FIRST
 CQ2975
 CQ2975.The horizontal coordinates were established by classical geodetic methods
 CQ2975.and adjusted by the National Geodetic Survey in September 1999..
 CQ2975
 CQ2975.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2975
 CQ2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2975
 CQ2975.The geoid height was determined by GEOID03.
 CQ2975
 CQ2975;                    North         East     Units Scale Factor Converg.
 CQ2975;SPC LA N     -   257,709.013   948,686.418   MT  1.00003940   -0 17 23.0
 CQ2975;SPC LA N     -   845,500.32  3,112,482.02   sFT  1.00003940   -0 17 23.0
 CQ2975;UTM  15      - 3,631,670.676   495,509.679   MT  0.99960025   -0 01 33.6
 CQ2975
 CQ2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2975!SPC LA N     -   0.99998743  x   1.00003940  =   1.00002683
 CQ2975!UTM  15      -   0.99998743  x   0.99960025  =   0.99958769
 CQ2975
 CQ2975:                Primary Azimuth Mark                     Grid Az
 CQ2975:SPC LA N     -  CLAIBORNE PARISH LOT 2 LADC              030 47 00.3
 CQ2975:UTM  15      -  CLAIBORNE PARISH LOT 2 LADC              030 31 10.9
 CQ2975
 CQ2975|---------------------------------------------------------------------|
 CQ2975| PID    Reference Object                     Distance      Geod. Az  |
 CQ2975|                                                           dddmmss.s |
 CQ2975| CQ2968 CLAIBORNE PARISH LOT 2 LADC         APPROX. 7.2 KM 0302937.3 |
 CQ2975| CX6607 KING RM 3                            27.569 METERS 15803     |
 CQ2975| CQ2979 HOMER CLAIBORNE REA RADIO MAST      APPROX. 4.0 KM 1772109.3 |
 CQ2975| CQ2974 HOMER PEOPLES COMPRESS CO TANK      APPROX. 4.1 KM 1841512.3 |
 CQ2975| CQ2976 HOMER PARISH COURTHOUSE FINIAL      APPROX. 3.6 KM 1904533.8 |
 CQ2975| CX6605 KING RM 1                            33.064 METERS 19943     |
 CQ2975| CQ2982 HOMER MUNICIPAL SOUTH TANK          APPROX. 3.8 KM 2013014.5 |
 CQ2975| CQ2978 HOMER MUNICIPAL NORTH TANK          APPROX. 3.7 KM 2013705.1 |
 CQ2975| CX6604 KING AZ MK 2                                       2170746.5 |
 CQ2975| CQ3022 DUTCHTOWN FIRE TOWER LFC            APPROX.22.8 KM 2314815.3 |
 CQ2975| CX6603 KING AZ MK                                         2325249.8 |
 CQ2975| CQ2987 HAYNESVILLE MUNICIPAL TANK          APPROX.18.0 KM 3310910.6 |
 CQ2975| CX6606 KING RM 2                            50.377 METERS 33747     |
 CQ2975|---------------------------------------------------------------------|
 CQ2975
 CQ2975                          SUPERSEDED SURVEY CONTROL
 CQ2975
 CQ2975  NAD 83(1992)-  32 49 22.95514(N)    093 02 52.69984(W) AD(       ) 1
 CQ2975  NAD 83(1986)-  32 49 22.96437(N)    093 02 52.69123(W) AD(       ) 1
 CQ2975  NAD 27      -  32 49 22.43200(N)    093 02 52.11000(W) AD(       ) 1
 CQ2975  NGVD 29 (07/19/86)  106.1    (m)          348.     (f) VERT ANG       
 CQ2975
 CQ2975.Superseded values are not recommended for survey control.
 CQ2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2975.See file dsdata.txt to determine how the superseded data were derived.
 CQ2975
 CQ2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9551031671(NAD 83)
 CQ2975_MARKER: DS = TRIANGULATION STATION DISK
 CQ2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2975
 CQ2975  HISTORY     - Date     Condition        Report By
 CQ2975  HISTORY     - 1941     MONUMENTED       CGS
 CQ2975  HISTORY     - 1950     GOOD             CGS
 CQ2975  HISTORY     - 1965     GOOD             CGS
 CQ2975  HISTORY     - 19931121 MARK NOT FOUND   USPSQD
 CQ2975
 CQ2975                          STATION DESCRIPTION
 CQ2975
 CQ2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2975'STATION IS LOCATED IN THE SW 1/4 OF SECTION 12, T 21 N, R 7 W,
 CQ2975'ABOUT 2.25 MILES N OF HOMER, ON LAND OWNED BY J.R. KING OF
 CQ2975'HOMER.
 CQ2975'
 CQ2975'THE STATION MARK IS STAMPED KING 1941, AND PROJECTS 8 INCHES.
 CQ2975'IT IS 7 FEET N OF A WHITE REFERENCE POST, 26 FEET E OF THE CENTER
 CQ2975'OF A DIRT ROAD AND 17 FEET N OF A TRIANGLE BLAZED 16-INCH
 CQ2975'PINE TREE.
 CQ2975'
 CQ2975'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ2975'BRONZE DISKS SET IN CONCRETE.
 CQ2975'
 CQ2975'REFERENCE MARK NO. 1 IS STAMPED KING NO. 1 1941, AND PROJECTS
 CQ2975'6 INCHES.  IT IS 15 FEET W OF THE CENTER OF A DIRT ROAD.
 CQ2975'
 CQ2975'REFERENCE MARK NO. 2 IS STAMPED KING NO. 2, 1941 AND PROJECTS
 CQ2975'6 INCHES.  IT IS 18 FEET W OF THE CENTER OF A DIRT ROAD AND 8
 CQ2975'FEET S OF A 6-INCH PINE TREE.
 CQ2975'
 CQ2975'THE AZIMUTH MARK IS STAMPED KING 1941 AND PROJECTS 8 INCHES.
 CQ2975'IT IS 43 FEET W OF THE CENTER OF A DIRT ROAD, 24 FEET N OF THE
 CQ2975'CENTER OF A TRACK ROAD, AND 3 FEET N OF A WHITE REFERENCE POST.
 CQ2975'
 CQ2975'TO REACH THE STATION FROM THE COURTHOUSE IN HOMER, GO N ON
 CQ2975'U.S. HIGHWAY 79 FOR 1.3 MILES TO A DIRT ROAD RIGHT AT A SMALL
 CQ2975'STORE, TURN RIGHT AND GO 0.7 MILE TO THE AZIMUTH MARK ON THE
 CQ2975'LEFT NEAR A SMALL CEMETERY, CONTINUE ON MAIN ROAD 0.3 MILE
 CQ2975'TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO A FORK, TAKE
 CQ2975'RIGHT FORK AND GO 0.1 MILE TO THE STATION ON THE LEFT NEAR A
 CQ2975'TRIANGLE BLAZED PINE TREE.
 CQ2975'
 CQ2975'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CQ2975
 CQ2975                          STATION RECOVERY (1950)
 CQ2975
 CQ2975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2975'THE STATION, REFERENCE MARK NO. 2.
 CQ2975'AND AZIMUTH MARK RECOVERED AND FOUND IN GOOD CONDITION.
 CQ2975'REFERENCE MARK NO 1 WAS DESTROYED DUE TO WIDENING
 CQ2975'OF ROAD.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED.
 CQ2975'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CQ2975'
 CQ2975'THE STATION IS LOCATED ABOUT 2.25 MILES NORTH OF HOMER ON THE
 CQ2975'HIGHEST POINT OF A PROMINENT TIMBER COVERED RIDGE ON THE EAST
 CQ2975'SIDE OF A NORTH-SOUTH GRADED ROAD AND ON LAND OWNED BY MR.
 CQ2975'J.R. KING OF HOMER.  IT IS 27 FEET EAST OF THE CENTER OF
 CQ2975'NORTH-SOUTH GRADED ROAD AND 7 FEET NORTH OF WITNESS POST.  IT
 CQ2975'IS STAMPED KING 1941 AND PROJECTS 3 INCHES.
 CQ2975'
 CQ2975'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 25 FEET
 CQ2975'WEST OF THE CENTER OF NORTH-SOUTH GRADED ROAD AND 8 FEET SOUTH
 CQ2975'OF A 10 INCH PINE TREE.  IT IS STAMPED KING NO 2 1941
 CQ2975'AND PROJECTS 2 INCHES.
 CQ2975'
 CQ2975'REFERENCE MARK NO 3 IS SOUTHEAST OF THE STATION, 55 FEET EAST OF
 CQ2975'THE CENTER OF NORTH-SOUTH GRADED ROAD AND 25 FEET NORTH OF
 CQ2975'NORTH EDGE OF FIELD.  IT IS STAMPED KING NO 3 1950 AND PROJECTS
 CQ2975'3 INCHES.
 CQ2975'
 CQ2975'THE DISTANCE BETWEEN R.M. NO 2 AND R.M. NO 3 IS 255.76 FEET.
 CQ2975'
 CQ2975'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 CQ2975'SET IN THE SOUTHEAST CORNER OF A SMALL CEMETERY, 43 FEET WEST
 CQ2975'OF THE CENTER OF GRADED ROAD, 24 FEET NORTH OF THE CENTER OF
 CQ2975'TRACK ROAD AND 3 FEET NORTHWEST OF WITNESS POST.  IT IS
 CQ2975'STAMPED KING 1941 AND PROJECTS 4 INCHES.
 CQ2975'
 CQ2975'TO REACH THE STATION FROM THE COURT HOUSE IN HOMER, GO NORTH
 CQ2975'ON U.S. HIGHWAY 79 FOR 1.3 MILES TO FORKS, BEAR RIGHT AND FOLLOW
 CQ2975'GRADED ROAD NORTHEAST FOR 0.7 MILE TO A SMALL CEMETERY ON LEFT
 CQ2975'AND AZIMUTH MARK AS DESCRIBED, CONTINUE NORTHEAST ON GRADED
 CQ2975'ROAD FOR 0.3 MILE TO T-ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE
 CQ2975'TO FORK, BEAR RIGHT FOR 0.1 MILE TO THE STATION ON THE LEFT
 CQ2975'AS DESCRIBED.
 CQ2975'
 CQ2975'OBSERVATIONS MADE FROM A 103 FOOT STEEL TOWER.
 CQ2975
 CQ2975                          STATION RECOVERY (1965)
 CQ2975
 CQ2975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2975'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 CQ2975'CONDITION.  DUE TO A HEAVY GROWTH OF TIMBER, THE AZIMUTH MARK
 CQ2975'WAS NO LONGER VISIBLE FROM THE STATION SO A NEW AZIMUTH MARK
 CQ2975'WAS ESTABLISHED AND THE 1941 AZIMUTH MARK DESTROYED.  A CHECK
 CQ2975'WAS MADE OF THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 CQ2975'AND FOUND TO BE CORRECT.  THE LOCATION DESCRIPTION OF THE
 CQ2975'STATION IS ADEQUATE.  A NEW ROUTE DESCRIPTION FOLLOWS--
 CQ2975'
 CQ2975'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 CQ2975'THE VILLAGE OF HOMER, GO NORTH ON U.S. HIGHWAY NO. 79 FOR 1.3
 CQ2975'MILES TO THE JUNCTION OF STATE HIGHWAY NO. 520.  TURN RIGHT AND
 CQ2975'GO NORTHEASTERLY ON STATE HIGHWAY NO. 520 FOR 0.55 MILE TO
 CQ2975'AZIMUTH MARK ON LEFT (WEST) SIDE OF HIGHWAY.  CONTINUE NORTHERLY
 CQ2975'ON STATE HIGHWAY NO. 520 FOR 0.5 MILE TO A SIDE ROAD RIGHT.
 CQ2975'TURN RIGHT AND GO EASTERLY ON GRAVEL ROAD FOR 0.2 MILE TO A SIDE
 CQ2975'ROAD RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY FOR 0.1 MILE TO
 CQ2975'STATION ON LEFT (EAST) SIDE OF ROAD.
 CQ2975'
 CQ2975'AZIMUTH MARK, A STANDARD AZIMUTH DISK, SET IN THE TOP OF A
 CQ2975'ROUND CONCRETE MONUMENT AND STAMPED KING 1941 RESET 1965 IS
 CQ2975'47-1/2 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 35
 CQ2975'FEET NORTH OF A TELEPHONE POLE AND 2 FEET SOUTH OF A WOOD FENCE
 CQ2975'POST WITH A METAL SIGN ATTACHED.  THE MARK PROJECTS 4 INCHES
 CQ2975'ABOVE THE SURFACE OF THE GROUND.
 CQ2975'
 CQ2975'HEIGHT OF LIGHT ABOVE STATION MARK 72.90 FEET.
 CQ2975'
 CQ2975'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2975'2.0 MILES NORTH-NORTHEAST OF HOMER.
 CQ2975
 CQ2975                          STATION RECOVERY (1993)
 CQ2975
 CQ2975'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ2975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2942 ***********************************************************************
 CP2942  DESIGNATION -  KING 2
 CP2942  PID         -  CP2942
 CP2942  STATE/COUNTY-  LA/MADISON
 CP2942  USGS QUAD   -  BEDFORD (1963)
 CP2942
 CP2942                         *CURRENT SURVEY CONTROL
 CP2942  ___________________________________________________________________
 CP2942* NAD 83(1992)-  32 14 31.19040(N)    091 07 22.60826(W)     ADJUSTED  
 CP2942* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 CP2942  ___________________________________________________________________
 CP2942  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CP2942  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2942
 CP2942  HORZ ORDER  -  FIRST
 CP2942
 CP2942.The horizontal coordinates were established by classical geodetic methods
 CP2942.and adjusted by the National Geodetic Survey in May 1994..
 CP2942
 CP2942.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2942
 CP2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2942
 CP2942.The geoid height was determined by GEOID03.
 CP2942
 CP2942;                    North         East     Units Scale Factor Converg.
 CP2942;SPC LA N     -   193,969.624 1,129,766.677   MT  0.99993070   +0 43 41.0
 CP2942;SPC LA N     -   636,382.01  3,706,576.17   sFT  0.99993070   +0 43 41.0
 CP2942;UTM  15      - 3,568,805.543   676,844.192   MT  0.99998568   +1 00 06.0
 CP2942
 CP2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2942!SPC LA N     -   1.00000011  x   0.99993070  =   0.99993081
 CP2942!UTM  15      -   1.00000011  x   0.99998568  =   0.99998579
 CP2942
 CP2942:                Primary Azimuth Mark                     Grid Az
 CP2942:SPC LA N     -  KING 2 AZ MK                             028 50 30.5
 CP2942:UTM  15      -  KING 2 AZ MK                             028 34 05.5
 CP2942
 CP2942|---------------------------------------------------------------------|
 CP2942| PID    Reference Object                     Distance      Geod. Az  |
 CP2942|                                                           dddmmss.s |
 CP2942| CY4811 KING 2 AZ MK                                       0293411.5 |
 CP2942| CY4812 KING 2 RM 3                          28.005 METERS 14918     |
 CP2942| CY4813 KING 2 RM 4                          36.606 METERS 25808     |
 CP2942|---------------------------------------------------------------------|
 CP2942
 CP2942                          SUPERSEDED SURVEY CONTROL
 CP2942
 CP2942  NAD 83(1992)-  32 14 31.19983(N)    091 07 22.60539(W) AD(       ) 1
 CP2942  NAD 83(1986)-  32 14 31.20246(N)    091 07 22.60454(W) AD(       ) 1
 CP2942  NAD 27      -  32 14 30.66408(N)    091 07 22.20894(W) AD(       ) 1
 CP2942  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 CP2942
 CP2942.Superseded values are not recommended for survey control.
 CP2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2942.See file dsdata.txt to determine how the superseded data were derived.
 CP2942
 CP2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7684468806(NAD 83)
 CP2942_MARKER: DS = TRIANGULATION STATION DISK
 CP2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2942
 CP2942  HISTORY     - Date     Condition        Report By
 CP2942  HISTORY     - 1971     MONUMENTED       NGS
 CP2942
 CP2942                          STATION DESCRIPTION
 CP2942
 CP2942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CP2942'TENSION ON ALL MEASUREMENTS IS 10 KGS.
 CP2942'
 CP2942'THE STATION IS LOCATED ABOUT 11-3/4 MILES SOUTHEAST OF
 CP2942'TALLULAH, 8 MILES WEST OF THE MISSISSIPPI RIVER, 4-1/4 MILES
 CP2942'EAST OF THE SMALL SETTLEMENT OF AFTON AND ON THE T.P. KELL
 CP2942'ESTATE, TALLULAH, LOUISIANA, 71282.
 CP2942'
 CP2942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND U.S.
 CP2942'HIGHWAY 65 AT THE NORTHWEST CORNER OF THE COURTHOUSE IN TALLULAH,
 CP2942'GO SOUTH ON U.S. HIGHWAY 65 FOR 10.5 MILES TO A PAVED ROAD LEFT
 CP2942'AND SIGN AFTON.  TURN LEFT AND GO SOUTHEAST ON PAVED ROAD FOR 2.65
 CP2942'MILES TO THE JUNCTION OF STATE HIGHWAY 603 IN AFTON.  TURN LEFT
 CP2942'AND GO EAST ON STATE HIGHWAY 603 FOR 4.2 MILES TO A METAL GATE AND
 CP2942'THE STATION ON THE LEFT.
 CP2942'
 CP2942'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A FIELD
 CP2942'ROAD, JUST EAST OF THE STATION, FOR 0.2 MILE TO INTERSECTION OF
 CP2942'FIELD ROADS AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE
 CP2942'ROADS.
 CP2942'
 CP2942'THE STATION MARKS ARE STANDARD DISKS STAMPED KING 2
 CP2942'1971.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2942'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CP2942'77 FEET NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 603,
 CP2942'70 FEET NORTH-NORTHWEST OF A METAL GATE, 49 FEET WEST-NORTHWEST
 CP2942'OF THE SOUTHWEST CORNER OF A BARN, 38 FEET SOUTH-SOUTHWEST
 CP2942'OF A BOARD FENCE, 35 FEET NORTH-NORTHEAST OF A METAL WITNESS
 CP2942'POST WITH SIGN AND 27 FEET EAST-SOUTHEAST OF A BOARD
 CP2942'FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CP2942'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP2942'SURFACE.
 CP2942'
 CP2942'REFERENCE MARK 3, A STANDARD DISK STAMPED KING 2 NO 3 1971, IS
 CP2942'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2942'IS FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET NORTH-NORTHEAST
 CP2942'OF THE CENTER OF STATE HIGHWAY 603, 37 FEET SOUTH OF THE CENTER
 CP2942'OF THE BARN DOOR, 26 FEET SOUTHEAST OF THE CENTER OF THE METAL
 CP2942'GATE AND 1 FOOT NORTH-NORTHEAST OF A FENCE.
 CP2942'
 CP2942'REFERENCE MARK 4, A STANDARD DISK STAMPED KING 2 NO 4 1971, IS
 CP2942'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2942'FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET NORTHEAST OF A POWER
 CP2942'POLE, 19 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 603 AND 3
 CP2942'FEET EAST OF A STATE HIGHWAY ROAD SIGN.
 CP2942'
 CP2942'THE AZIMUTH MARK, A STANDARD DISK STAMPED KING 2 1971, IS SET
 CP2942'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2942'WITH THE GROUND SURFACE.  IT IS 107 FEET WEST OF A 14-INCH
 CP2942'PERSIMMON TREE, 41 FEET EAST OF THE INTERSECTION OF THE FIELD
 CP2942'ROADS AND 2.7 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 CP2942'
 CP2942'HEIGHT OF LIGHT ABOVE STATION MARK 41.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2993 ***********************************************************************
 AU2993  DESIGNATION -  KING 2
 AU2993  PID         -  AU2993
 AU2993  STATE/COUNTY-  LA/TERREBONNE
 AU2993  USGS QUAD   -  TIMBALIER ISLAND (1994)
 AU2993
 AU2993                         *CURRENT SURVEY CONTROL
 AU2993  ___________________________________________________________________
 AU2993* NAD 83(1992)-  29 03 34.57072(N)    090 26 50.95465(W)     ADJUSTED  
 AU2993* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2993  **This station is located in a subsidence area (see below).
 AU2993  ___________________________________________________________________
 AU2993  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU2993  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AU2993
 AU2993  HORZ ORDER  -  THIRD
 AU2993
 AU2993.The horizontal coordinates were established by classical geodetic methods
 AU2993.and adjusted by the National Geodetic Survey in January 1993..
 AU2993
 AU2993 ** The orthometric height has not been validated since last determined
 AU2993 ** by differential leveling and should not be used for control purposes.
 AU2993 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2993 ** area with valid NAVD 88 orthometric heights.
 AU2993 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2993 ** epoch indicated which incorporates improved geoid heights for the
 AU2993 ** Southern Louisiana Subsidence area.
 AU2993 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2993.The orthometric height was scaled from a topographic map.
 AU2993
 AU2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2993
 AU2993.The geoid height was determined by GEOID03.
 AU2993
 AU2993;                    North         East     Units Scale Factor Converg.
 AU2993;SPC LA S     -    62,365.058 1,086,270.577   MT  1.00005958   +0 26 34.6
 AU2993;SPC LA S     -   204,609.36  3,563,872.72   sFT  1.00005958   +0 26 34.6
 AU2993;UTM  15      - 3,217,279.054   748,515.527   MT  1.00036219   +1 14 25.6
 AU2993
 AU2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2993!SPC LA S     -   1.00000375  x   1.00005958  =   1.00006333
 AU2993!UTM  15      -   1.00000375  x   1.00036219  =   1.00036594
 AU2993
 AU2993:                Primary Azimuth Mark                     Grid Az
 AU2993:SPC LA S     -  PELICAN ISLANDS POINT LT                 013 02 38.5
 AU2993:UTM  15      -  PELICAN ISLANDS POINT LT                 012 14 47.5
 AU2993
 AU2993|---------------------------------------------------------------------|
 AU2993| PID    Reference Object                     Distance      Geod. Az  |
 AU2993|                                                           dddmmss.s |
 AU2993| AU3000 PELICAN ISLANDS POINT LT            APPROX. 8.2 KM 0132913.1 |
 AU2993| DD7295 KING 2 RM 1                          40.456 METERS 20950     |
 AU2993| AU3052 CAILIOU                             APPROX. 5.5 KM 2890053.9 |
 AU2993| DD7296 KING 2 RM 2                          26.408 METERS 29111     |
 AU2993| AU3049 MARKER 1                            APPROX. 6.5 KM 3011953.4 |
 AU2993| AU2987 THE TEX CO CAILLOU IS FLD MST       APPROX. 6.2 KM 3352813.5 |
 AU2993|---------------------------------------------------------------------|
 AU2993
 AU2993                          SUPERSEDED SURVEY CONTROL
 AU2993
 AU2993  NAD 83(1986)-  29 03 34.58886(N)    090 26 50.96695(W) AD(       ) 3
 AU2993  NAD 27      -  29 03 33.75300(N)    090 26 50.65900(W) AD(       ) 3
 AU2993
 AU2993.Superseded values are not recommended for survey control.
 AU2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2993.See file dsdata.txt to determine how the superseded data were derived.
 AU2993
 AU2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4851617279(NAD 83)
 AU2993_MARKER: DS = TRIANGULATION STATION DISK
 AU2993_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2993_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2993
 AU2993  HISTORY     - Date     Condition        Report By
 AU2993  HISTORY     - 1934     MONUMENTED       CGS
 AU2993  HISTORY     - 1936     GOOD             CGS
 AU2993  HISTORY     - 1949     GOOD             PHILIP
 AU2993  HISTORY     - 1952     GOOD             CGS
 AU2993
 AU2993                          STATION DESCRIPTION
 AU2993
 AU2993'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2993'STATION IS ABOUT 5 MILES W OF TIMBALIER LIGHT, IN THE MIDDLE OF
 AU2993'TIMBALIER ISLAND, ABOUT MIDWAY BETWEEN THE E AND THE W ENDS OF
 AU2993'THE ISLAND, ON THE SOUTHERN SIDE OF TOWHEAD BAYOU, WHICH EMPTIES
 AU2993'INTO TERREBONNE BAY TO THE N AND ON A HIGH SPOT 74 METERS
 AU2993'(240 FEET) SW OF THE BAYOU BANK.
 AU2993'
 AU2993'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU2993'IN CONCRETE IN THE TOP OF TILES.
 AU2993'
 AU2993'REFERENCE MARK NO. 1 IS 40.442 METERS (132.68 FEET) FROM THE
 AU2993'STATION S 29 DEG 48 MIN W.
 AU2993'
 AU2993'REFERENCE MARK NO. 2 IS 26.420 METERS (86.68 FEET) FROM THE
 AU2993'STATION N 68 DEG 48 MIN W.
 AU2993
 AU2993                          STATION RECOVERY (1936)
 AU2993
 AU2993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AU2993'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2993'
 AU2993'STATION IS LOCATED IN MIDDLE OF TIMBALIER ISLAND ABOUT 5 MILES
 AU2993'W OF TIMBALIER LIGHT.  IT IS ON THE SOUTHERN SIDE OF TOWHEAD
 AU2993'BAYOU, WHICH EMPTIES INTO TERREBONNE BAY TO THE N BETWEEN TWO
 AU2993'SMALL ISLANDS ABOUT 100 METERS OFFSHORE.  IT IS ON A SMALL HIGH
 AU2993'SPOT, 74 METERS SW OF THE BAYOU BANK.  A SMALL FENCED-IN AREA,
 AU2993'WHICH IS CULTIVATED BY THE RANCHER ON THIS ISLAND, IS LOCATED
 AU2993'ON THE OPPOSITE BANK OF THE BAYOU CLOSE TO THE SITE OF THE
 AU2993'STATION.
 AU2993'
 AU2993'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AU2993'CONCRETE-FILLED TILES WHICH PROJECT ABOUT 4 INCHES ABOVE GROUND.
 AU2993
 AU2993                          STATION RECOVERY (1949)
 AU2993
 AU2993'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1949 (HKE)
 AU2993'STATION AND TWO REFERENCE MARKS FOUND AS DESCRIBED.
 AU2993
 AU2993                          STATION RECOVERY (1952)
 AU2993
 AU2993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2993'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2993'THE FENCED-IN AREA MENTIONED IN THE 1936 DESCRIPTION HAS
 AU2993'DISAPPEARED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2993'
 AU2993'STATION IS LOCATED ABOUT 6 MI. W OF TIMBALIER DAYBEACON, IN THE
 AU2993'MIDDLE OF TIMBALIER ISLAND, ON THE SW BANK OF A BAYOU WHICH
 AU2993'EMPTIES INTO TIMBALIER BAY, IMMEDIATELY W OF A SMALL ISLAND,
 AU2993'ABOUT 4000 FT. SE OF THE MOUTH OF THE BAYOU, AND ON THE N TIP
 AU2993'OF A SMALL GRASSY AREA SOMEWHAT HIGHER THAN THE SURROUNDING
 AU2993'AREA WHICH IS SOFT MUD COVERED WITH LOW MANGROVE.  TWO VERY
 AU2993'SMALL BAYOUS EMPTY INTO THE SW SIDE OF THE LARGE BAYOU DIRECTLY
 AU2993'OPPOSITE THE STATION.  IT IS A STANDARD DISK, STAMPED KING 2
 AU2993'1934 AND SET IN CONCRETE IN THE TOP OF A 6-IN. TILE PROJECTING 4
 AU2993'IN.  ABOVE THE GROUND.
 AU2993'
 AU2993'REFERENCE MARK 1 IS IN THE CENTER OF A SMALL HIGH GRASSY AREA,
 AU2993'40.442 M. (132.68 FT.) FROM THE STATION S 29 DEG 48 MIN W
 AU2993'(ACCORDING TO THE ORIGINAL DESCRIPTION).  IT IS A STANDARD
 AU2993'DISK, STAMPED KING 2 NO 1 1934 AND SET IN CONCRETE IN THE TOP
 AU2993'OF A 6-IN. TILE PROJECTING 8 IN. ABOVE THE GROUND.
 AU2993'
 AU2993'REFERENCE MARK 2 IS IN THE CENTER OF A SMALL HIGH GRASSY AREA,
 AU2993'26.420 M. (86.68 FT.) FROM THE STATION N 68 DEG 48 MIN W
 AU2993'(ACCORDING TO THE ORIGINAL DESCRIPTION).  IT IS A STANDARD
 AU2993'DISK, STAMPED KING 2 NO 2 1934 AND SET IN CONCRETE IN THE TOP
 AU2993'OF A 6-IN. TILE PROJECTING 4 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0866 ***********************************************************************
 BK0866  DESIGNATION -  KING AZ MK
 BK0866  PID         -  BK0866
 BK0866  STATE/COUNTY-  LA/ALLEN
 BK0866  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0866
 BK0866                         *CURRENT SURVEY CONTROL
 BK0866  ___________________________________________________________________
 BK0866* NAD 83(1986)-  30 28 09.     (N)    092 56 47.     (W)     SCALED    
 BK0866* NAVD 88     -        13.86   (+/-2cm)      45.5    (feet)  VERTCON   
 BK0866  ___________________________________________________________________
 BK0866  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0866
 BK0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0866
 BK0866.The horizontal coordinates were scaled from a topographic map and have
 BK0866.an estimated accuracy of +/- 6 seconds.
 BK0866
 BK0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0866.The vertical order pertains to the NGVD 29 superseded value.
 BK0866
 BK0866.The geoid height was determined by GEOID03.
 BK0866
 BK0866;                    North         East    Units  Estimated Accuracy
 BK0866;SPC LA S     -   219,360.      845,110.      MT  (+/- 180 meters Scaled)
 BK0866
 BK0866                          SUPERSEDED SURVEY CONTROL
 BK0866
 BK0866  NGVD 29 (??/??/??)   13.809  (m)           45.30   (f) ADJUSTED    2 0
 BK0866
 BK0866.Superseded values are not recommended for survey control.
 BK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0866.See file dsdata.txt to determine how the superseded data were derived.
 BK0866
 BK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP051707(NAD 83)
 BK0866_MARKER: DZ = AZIMUTH MARK DISK
 BK0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0866_STAMPING: KING 1963
 BK0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0866+STABILITY: SURFACE MOTION
 BK0866
 BK0866  HISTORY     - Date     Condition        Report By
 BK0866  HISTORY     - 1963     MONUMENTED       CGS
 BK0866  HISTORY     - 1969     GOOD             LADTD
 BK0866  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK0866
 BK0866                          STATION DESCRIPTION
 BK0866
 BK0866'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0866'7.45 MI SW FROM KINDER.
 BK0866'ABOUT 3.5 MILES NORTHWEST ALONG US 190 FROM THE MISSOURI PACIFIC
 BK0866'RAILROAD STATION AT KINDER TO THE INTERSECTION OF US 190 AND A SURFACE
 BK0866'TREATED PARISH ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A SURFACE
 BK0866'TREATED PARISH ROAD TO THE INTERSECTION OF STATE ROUTE 383, THENCE
 BK0866'2.25 MILES SOUTHWEST ALONG STATE ROUTE 383, 70 FEET SOUTHWEST OF THE
 BK0866'CORNER OF A FENCE RUNNING NORTHWEST AND SOUTHEAST, 41 FEET NORTHWEST
 BK0866'OF THE CENTERLINE OF STATE ROUTE 383, 1 FOOT NORTH OF A 5 STRAND
 BK0866'BARBED WIRE FENCE, 2 FEET NORTHEAST OF A STEEL WITNESS POST, 1 FOOT
 BK0866'ABOVE ROADWAY, A C AND GS AZIMUTH DISK IN THE TOP OF A CONCRETE POST
 BK0866'PROJECTING 2 INCHES.  SEC 2, T 7S, R 6W.
 BK0866
 BK0866                          STATION RECOVERY (1986)
 BK0866
 BK0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0866'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1604 ***********************************************************************
 BW1604  DESIGNATION -  KING BOLT
 BW1604  PID         -  BW1604
 BW1604  STATE/COUNTY-  LA/CATAHOULA
 BW1604  USGS QUAD   -  HARRISONBURG (1984)
 BW1604
 BW1604                         *CURRENT SURVEY CONTROL
 BW1604  ___________________________________________________________________
 BW1604* NAD 83(1986)-  31 49 26.     (N)    091 48 56.     (W)     SCALED    
 BW1604* NAVD 88     -        17.39   (+/-2cm)      57.1    (feet)  VERTCON   
 BW1604  ___________________________________________________________________
 BW1604  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1604
 BW1604  VERT ORDER  -  ? (See Below)
 BW1604
 BW1604.The horizontal coordinates were scaled from a topographic map and have
 BW1604.an estimated accuracy of +/- 6 seconds.
 BW1604
 BW1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1604.The vertical order pertains to the NGVD 29 superseded value.
 BW1604
 BW1604.The geoid height was determined by GEOID03.
 BW1604
 BW1604;                    North         East    Units  Estimated Accuracy
 BW1604;SPC LA N     -   146,990.    1,064,790.      MT  (+/- 180 meters Scaled)
 BW1604
 BW1604                          SUPERSEDED SURVEY CONTROL
 BW1604
 BW1604  NGVD 29 (??/??/92)   17.391  (m)           57.06   (f) ADJ UNCH    ?  
 BW1604
 BW1604.Superseded values are not recommended for survey control.
 BW1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1604.See file dsdata.txt to determine how the superseded data were derived.
 BW1604
 BW1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR120215(NAD 83)
 BW1604_MARKER: B = BOLT
 BW1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1604_SP_SET: STONE
 BW1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1604+STABILITY: SURFACE MOTION
 BW1604
 BW1604  HISTORY     - Date     Condition        Report By
 BW1604  HISTORY     - UNK      MONUMENTED       DOD
 BW1604  HISTORY     - 1934     GOOD             DOD
 BW1604
 BW1604                          STATION DESCRIPTION
 BW1604
 BW1604'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1604'4.2 MI N FROM HARRISONBURG.
 BW1604'P.B.M. IS A PINE STONE BENCH WITH BRASS CAP, LOCATED 4.2 MILES NORTH
 BW1604'OF HARRISONBURG, CATAHOULA PARISH, LA.  CAP IS 8 IN. ABOVE THE GROUND.
 BW1604'ON PROPERTY OF U.C. KING.  APPROX. 1500 FEET SOUTH OF GASTRIS CREEK
 BW1604'BRIDGE.  150 FEET EAST OF EAST BANK OF RAWSON CREEK. 32 FEET WEST OF
 BW1604'CENTER LINE OF HWY. NO. 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1603 ***********************************************************************
 BW1603  DESIGNATION -  KING CAP
 BW1603  PID         -  BW1603
 BW1603  STATE/COUNTY-  LA/CATAHOULA
 BW1603  USGS QUAD   -  HARRISONBURG (1984)
 BW1603
 BW1603                         *CURRENT SURVEY CONTROL
 BW1603  ___________________________________________________________________
 BW1603* NAD 83(1986)-  31 49 26.     (N)    091 48 56.     (W)     SCALED    
 BW1603* NAVD 88     -        18.63   (+/-2cm)      61.1    (feet)  VERTCON   
 BW1603  ___________________________________________________________________
 BW1603  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1603
 BW1603  VERT ORDER  -  ? (See Below)
 BW1603
 BW1603.The horizontal coordinates were scaled from a topographic map and have
 BW1603.an estimated accuracy of +/- 6 seconds.
 BW1603
 BW1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1603.The vertical order pertains to the NGVD 29 superseded value.
 BW1603
 BW1603.The geoid height was determined by GEOID03.
 BW1603
 BW1603;                    North         East    Units  Estimated Accuracy
 BW1603;SPC LA N     -   146,990.    1,064,790.      MT  (+/- 180 meters Scaled)
 BW1603
 BW1603                          SUPERSEDED SURVEY CONTROL
 BW1603
 BW1603  NGVD 29 (??/??/92)   18.634  (m)           61.13   (f) ADJ UNCH    ?  
 BW1603
 BW1603.Superseded values are not recommended for survey control.
 BW1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1603.See file dsdata.txt to determine how the superseded data were derived.
 BW1603
 BW1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR120215(NAD 83)
 BW1603_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1603_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1603_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1603
 BW1603  HISTORY     - Date     Condition        Report By
 BW1603  HISTORY     - UNK      MONUMENTED       DOD
 BW1603  HISTORY     - 1934     GOOD             DOD
 BW1603
 BW1603                          STATION DESCRIPTION
 BW1603
 BW1603'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1603'4.2 MI N FROM HARRISONBURG.
 BW1603'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 4.2 MILES NORTH
 BW1603'OF HARRISONBURG, CATAHOULA PARISH, LA.  CAP IS 8 IN. ABOVE THE GROUND.
 BW1603'ON PROPERTY OF U.C. KING.  APPROX. 1500 FEET SOUTH OF GASTRIS CREEK
 BW1603'BRIDGE.  150 FEET EAST OF EAST BANK OF RAWSON CREEK. 32 FEET WEST OF
 BW1603'CENTER LINE OF HWY. NO. 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2872 ***********************************************************************
 CP2872  DESIGNATION -  KING RESET
 CP2872  PID         -  CP2872
 CP2872  STATE/COUNTY-  LA/EAST CARROLL
 CP2872  USGS QUAD   -  EPPS (1986)
 CP2872
 CP2872                         *CURRENT SURVEY CONTROL
 CP2872  ___________________________________________________________________
 CP2872* NAD 83(1992)-  32 35 22.95475(N)    091 24 12.14805(W)     ADJUSTED  
 CP2872* NAVD 88     -        26.4    (meters)      87.     (feet)  VERTCON   
 CP2872  ___________________________________________________________________
 CP2872  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CP2872  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP2872
 CP2872  HORZ ORDER  -  SECOND
 CP2872
 CP2872.The horizontal coordinates were established by classical geodetic methods
 CP2872.and adjusted by the National Geodetic Survey in May 1994..
 CP2872
 CP2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2872
 CP2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2872
 CP2872.The geoid height was determined by GEOID03.
 CP2872
 CP2872;                    North         East     Units Scale Factor Converg.
 CP2872;SPC LA N     -   232,223.521 1,102,951.412   MT  0.99998336   +0 34 47.2
 CP2872;SPC LA N     -   761,886.67  3,618,599.76   sFT  0.99998336   +0 34 47.2
 CP2872;UTM  15      - 3,606,928.327   649,844.805   MT  0.99987688   +0 51 36.5
 CP2872
 CP2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2872!SPC LA N     -   0.99999994  x   0.99998336  =   0.99998330
 CP2872!UTM  15      -   0.99999994  x   0.99987688  =   0.99987682
 CP2872
 CP2872:                Primary Azimuth Mark                     Grid Az
 CP2872:SPC LA N     -  JOE                                      123 54 42.2
 CP2872:UTM  15      -  JOE                                      123 37 52.9
 CP2872
 CP2872|---------------------------------------------------------------------|
 CP2872| PID    Reference Object                     Distance      Geod. Az  |
 CP2872|                                                           dddmmss.s |
 CP2872| CP2870 JOE                                 APPROX. 4.8 KM 1242929.4 |
 CP2872| CP2871 KING LADH RM 1 1970                   9.480 METERS 16255     |
 CP2872| CY4815 KING RM 2                            17.208 METERS 24151     |
 CP2872| CY4814 KING AZ MK                                         2712958.8 |
 CP2872|---------------------------------------------------------------------|
 CP2872
 CP2872                          SUPERSEDED SURVEY CONTROL
 CP2872
 CP2872  NAD 83(1992)-  32 35 22.95815(N)    091 24 12.14655(W) AD(       ) 2
 CP2872  NAD 83(1986)-  32 35 22.96729(N)    091 24 12.14169(W) AD(       ) 2
 CP2872  NAD 27      -  32 35 22.47174(N)    091 24 11.72693(W) AD(       ) 2
 CP2872  NGVD 29 (07/19/86)   26.5    (m)           87.     (f) VERT ANG       
 CP2872
 CP2872.Superseded values are not recommended for survey control.
 CP2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2872.See file dsdata.txt to determine how the superseded data were derived.
 CP2872
 CP2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4984506928(NAD 83)
 CP2872_MARKER: DS = TRIANGULATION STATION DISK
 CP2872_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CP2872
 CP2872  HISTORY     - Date     Condition        Report By
 CP2872  HISTORY     - 1978     MONUMENTED       NGS
 CP2872
 CP2872                          STATION DESCRIPTION
 CP2872
 CP2872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CP2872'THE SUB-SURFACE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 CP2872'CONDITION.  DUE TO REMOVAL OF A HOUSE AND THE AREA PUT UNDER
 CP2872'CULTIVATION THE SURFACE STATION MARK, REFERENCE MARK NO 1 AND
 CP2872'REFERENCE MARK NO 2 WERE DESTROYED.  THE AZIMUTH MARK WAS DESTROYED BY
 CP2872'DITCH CLEANING EQUIPMENT.  THIS DATE REFERENCE MARKS NO 3 AND NO 4
 CP2872'AND A NEW AZIMUTH MARK WERE ESTABLISHED.  THE SUB-SURFACE STATION MARK
 CP2872'WAS LEFT INTACT 24 INCHES BELOW THE GROUND SURFACE.  NO NEW SURFACE
 CP2872'STATION MARK WAS SET ABOVE THE UNDERGROUND MARK DUE TO STATION IN A
 CP2872'FIELD AND THE UNDER GROUND MARK IS SET IN A CONCRETE POST 16 INCHES
 CP2872'IN DIAMETER AND IN HARD GUMBO SOIL 24 INCHES BELOW PLOW DEPTH.
 CP2872'
 CP2872'REFERENCE MARK NO 3 WAS ALSO OCCUPIED THIS DATE FOR OBSERVED
 CP2872'DIRECTIONS.
 CP2872'
 CP2872'THE STATION IS LOCATED ABOUT 5 MILES EAST OF MITCHINER, 10 MILES
 CP2872'SOUTH-SOUTHEAST OF PIONEER AND 10 MILES NORTH-NORTHEAST OF DELHI, IN
 CP2872'THE NORTHWEST QUARTER OF SECTION 36, T 19 N, R 10 E, AND ON PROPERTY
 CP2872'OWNED BY M.O. KING, VICKSBURG MISSISSIPPI (MRS. P.A. GILL), TELEPHONE
 CP2872'NO 502 LAKE PROVIDENCE.
 CP2872'
 CP2872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CP2872'HIGHWAY 17 IN DELHI, GO NORTH ON HIGHWAY 17 FOR 8.5 MILES TO STATE
 CP2872'HIGHWAY 877 ON THE RIGHT, TURN RIGHT AND GO EASTERLY ON HIGHWAY 877
 CP2872'FOR 4.75 MILES TO A CHURCH AND CEMETERY ON THE RIGHT AND THE STATION
 CP2872'ABOUT 400 FEET EAST ON THE LEFT, NORTH SIDE OF THE HIGHWAY.
 CP2872'
 CP2872'THE STATION IS LOCATED 75.9 METERS (249 FEET) E FROM A POWER POLE AT
 CP2872'REFERENCE MARK NO. 4, 70.87 METERS (232.5 FEET) NE FROM THE TOP
 CP2872'CENTER OF RICHARD W. FULLER GRAVE MARKER, AND 20.7 METERS (68 FEET) N
 CP2872'FROM THE CENTER OF STATE HIGHWAY 877.
 CP2872'
 CP2872'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 CP2872'DEVELOPMENT DISK STAMPED---KING 1970---SET INTO AN IRREGULAR MASS
 CP2872'OF CONCRETE 0.6 METER (2 FEET) BELOW THE SURFACE.
 CP2872'
 CP2872'REFERENCE MARK NO. 3 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 CP2872'DEVELOPMENT DISK STAMPED---KING 1970 NO 3 1978---SET INTO THE TOP
 CP2872'OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH
 CP2872'THE GROUND LOCATED 63.7 METERS (209 FEET) E FROM THE TOP CENTER OF
 CP2872'RICHARD W. FULLER GRAVE MARKER, 10.7 METERS (35 FEET) S FROM THE
 CP2872'CENTER OF HIGHWAY 877, AT THE WEST EDGE OF A DRAINAGE CANAL, AND
 CP2872'AT THE WEST EDGE OF CEMETERY.
 CP2872'
 CP2872'REFERENCE MARK NO. 4 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 CP2872'DEVELOPMENT DISK STAMPED---KING 1970 NO 4 1978---SET INTO THE TOP
 CP2872'OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH
 CP2872'THE GROUND LOCATED 12.34 METERS (40.5 FEET) N FROM THE CENTER OF THE
 CP2872'HIGHWAY AND 0.9 METER (3 FEET) ESE FROM A POWER POLE WITH TRANSFORMER.
 CP2872'
 CP2872'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 CP2872'DISK STAMPED---KING 1970 1978---SET INTO THE TOP OF A ROUND CONCRETE
 CP2872'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 10 CM (4 INCHES)
 CP2872'BELOW THE GROUND LOCATED 10.52 METERS (34.5 FEET) N FROM THE CENTER
 CP2872'OF STATE HIGHWAY 877, 4.9 METERS (16 FEET) W FROM THE CENTER OF A
 CP2872'DIRT ROAD, AND 3.0 METERS (10 FEET) NW FROM THE TOP CENTER OF THE
 CP2872'WEST END OF A CONCRETE CULVERT.
 CP2872'
 CP2872'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 CP2872'877 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1527 ***********************************************************************
 CP1527  DESIGNATION -  KING RM 1
 CP1527  PID         -  CP1527
 CP1527  STATE/COUNTY-  LA/MADISON
 CP1527  USGS QUAD   -  BEDFORD (1963)
 CP1527
 CP1527                         *CURRENT SURVEY CONTROL
 CP1527  ___________________________________________________________________
 CP1527* NAD 83(1986)-  32 14 32.     (N)    091 07 22.     (W)     SCALED    
 CP1527* NAVD 88     -        25.84   (+/-2cm)      84.8    (feet)  VERTCON   
 CP1527  ___________________________________________________________________
 CP1527  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1527
 CP1527  VERT ORDER  -  ? (See Below)
 CP1527
 CP1527.The horizontal coordinates were scaled from a topographic map and have
 CP1527.an estimated accuracy of +/- 6 seconds.
 CP1527
 CP1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1527.The vertical order pertains to the NGVD 29 superseded value.
 CP1527
 CP1527.The geoid height was determined by GEOID03.
 CP1527
 CP1527;                    North         East    Units  Estimated Accuracy
 CP1527;SPC LA N     -   194,000.    1,129,780.      MT  (+/- 180 meters Scaled)
 CP1527
 CP1527                          SUPERSEDED SURVEY CONTROL
 CP1527
 CP1527  NGVD 29 (??/??/92)   25.866  (m)           84.86   (f) ADJ UNCH    ?  
 CP1527
 CP1527.Superseded values are not recommended for survey control.
 CP1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1527.See file dsdata.txt to determine how the superseded data were derived.
 CP1527
 CP1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR768688(NAD 83)
 CP1527_MARKER: DR = REFERENCE MARK DISK
 CP1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1527+STABILITY: SURFACE MOTION
 CP1527
 CP1527  HISTORY     - Date     Condition        Report By
 CP1527  HISTORY     - 1929     MONUMENTED       CGS
 CP1527  HISTORY     - 1934     GOOD             DOD
 CP1527
 CP1527                          STATION DESCRIPTION
 CP1527
 CP1527'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1527'IN KING.
 CP1527'P.B.M. IS BRASS DISK SET IN CONCRETE POST, ON RIGHT BANK OF
 CP1527'MISSISSIPPI RIVER, IN MADISON PARISH, LA., ON POINT CLEAR PLANTATION.
 CP1527'127.4 METERS N.E. ALONG PLANTATION ROAD WHICH INTERSECTS HIGHWAY 65.
 CP1527'108 METERS N.W. OF KINGS STORE.  ON BANK OF DITCH ALONG E. SIDE OF
 CP1527'ROAD.  5.5 METERS FROM CENTER LINE OF ROAD.  36.6 METERS S.W. (ALONG
 CP1527'ROAD) OF 24 IN. DOUBLE LOCUST WHICH STANDS IN OPEN FIELD.  25.78
 CP1527'METERS N.W. OF N.W. CORNER OF CABIN.  0.6 METER S.W. OF FENCE CORNER.
 CP1527'TOP OF STONE 6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1525 ***********************************************************************
 CP1525  DESIGNATION -  KING RM 2
 CP1525  PID         -  CP1525
 CP1525  STATE/COUNTY-  LA/MADISON
 CP1525  USGS QUAD   -  BEDFORD (1963)
 CP1525
 CP1525                         *CURRENT SURVEY CONTROL
 CP1525  ___________________________________________________________________
 CP1525* NAD 83(1986)-  32 14 32.     (N)    091 07 22.     (W)     SCALED    
 CP1525* NAVD 88     -        26.10   (+/-2cm)      85.6    (feet)  VERTCON   
 CP1525  ___________________________________________________________________
 CP1525  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1525
 CP1525  VERT ORDER  -  ? (See Below)
 CP1525
 CP1525.The horizontal coordinates were scaled from a topographic map and have
 CP1525.an estimated accuracy of +/- 6 seconds.
 CP1525
 CP1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1525.The vertical order pertains to the NGVD 29 superseded value.
 CP1525
 CP1525.The geoid height was determined by GEOID03.
 CP1525
 CP1525;                    North         East    Units  Estimated Accuracy
 CP1525;SPC LA N     -   194,000.    1,129,780.      MT  (+/- 180 meters Scaled)
 CP1525
 CP1525                          SUPERSEDED SURVEY CONTROL
 CP1525
 CP1525  NGVD 29 (??/??/92)   26.130  (m)           85.73   (f) ADJ UNCH    ?  
 CP1525
 CP1525.Superseded values are not recommended for survey control.
 CP1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1525.See file dsdata.txt to determine how the superseded data were derived.
 CP1525
 CP1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR768688(NAD 83)
 CP1525_MARKER: DR = REFERENCE MARK DISK
 CP1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1525+STABILITY: SURFACE MOTION
 CP1525
 CP1525  HISTORY     - Date     Condition        Report By
 CP1525  HISTORY     - 1929     MONUMENTED       CGS
 CP1525  HISTORY     - 1934     GOOD             DOD
 CP1525
 CP1525                          STATION DESCRIPTION
 CP1525
 CP1525'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1525'IN KING.
 CP1525'P.B.M. IS CONCRETE POST WITH BRASS DISK SET IN TOP, ON RIGHT BANK OF
 CP1525'MISSISSIPPI RIVER, IN MADISON PARISH, LA.  ON POINT CLEAR PLANTATION.
 CP1525'131 METERS N.E. OF KINGS STORE.  14.9 METERS N.E. OF N.E. BANK OF
 CP1525'BAYOU ROUNDAWAY.  21.6 METERS N.W. OF N.W. GATEPOST OF PLANTATION ROAD
 CP1525'LEADING BACK BETWEEN COTTON GIN AND COTTON HOUSE.  189.6 METERS S.W.
 CP1525'OF S.W. CORNER OF COTTON GIN.  6.1 METERS N.E. OF CENTER OF HWY. 65.
 CP1525'3.65 METERS S.E. OF S.E. CORNER OF SEED HOUSE.  0.6 METER S.W. OF N.W.
 CP1525'AND S.E. FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2983 ***********************************************************************
 CQ2983  DESIGNATION -  KING RM A
 CQ2983  PID         -  CQ2983
 CQ2983  STATE/COUNTY-  LA/CLAIBORNE
 CQ2983  USGS QUAD   -  HOMER (1986)
 CQ2983
 CQ2983                         *CURRENT SURVEY CONTROL
 CQ2983  ___________________________________________________________________
 CQ2983* NAD 83(1992)-  32 49 22.63526(N)    093 02 51.58068(W)     ADJUSTED  
 CQ2983* NAVD 88     -       106.0    (meters)     348.     (feet)  VERTCON   
 CQ2983  ___________________________________________________________________
 CQ2983  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CQ2983  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ2983
 CQ2983  HORZ ORDER  -  FIRST
 CQ2983
 CQ2983.The horizontal coordinates were established by classical geodetic methods
 CQ2983.and adjusted by the National Geodetic Survey in September 1999..
 CQ2983
 CQ2983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2983
 CQ2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2983
 CQ2983.The geoid height was determined by GEOID03.
 CQ2983
 CQ2983;                    North         East     Units Scale Factor Converg.
 CQ2983;SPC LA N     -   257,699.117   948,715.516   MT  1.00003937   -0 17 22.4
 CQ2983;SPC LA N     -   845,467.85  3,112,577.49   sFT  1.00003937   -0 17 22.4
 CQ2983;UTM  15      - 3,631,660.918   495,538.809   MT  0.99960025   -0 01 33.0
 CQ2983
 CQ2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2983!SPC LA N     -   0.99998743  x   1.00003937  =   1.00002680
 CQ2983!UTM  15      -   0.99998743  x   0.99960025  =   0.99958769
 CQ2983
 CQ2983:                Primary Azimuth Mark                     Grid Az
 CQ2983:SPC LA N     -  HOMER PEOPLES COMPRESS CO TANK           184 57 27.3
 CQ2983:UTM  15      -  HOMER PEOPLES COMPRESS CO TANK           184 41 37.9
 CQ2983
 CQ2983|---------------------------------------------------------------------|
 CQ2983| PID    Reference Object                     Distance      Geod. Az  |
 CQ2983|                                                           dddmmss.s |
 CQ2983| CQ2974 HOMER PEOPLES COMPRESS CO TANK      APPROX. 4.1 KM 1844004.9 |
 CQ2983| DI1676 FARM OLD                            APPROX. 7.5 KM 1862045.8 |
 CQ2983| CQ2982 HOMER MUNICIPAL SOUTH TANK          APPROX. 3.8 KM 2015818.9 |
 CQ2983| CQ2975 KING                                 30.733 METERS 28830     |
 CQ2983|---------------------------------------------------------------------|
 CQ2983
 CQ2983                          SUPERSEDED SURVEY CONTROL
 CQ2983
 CQ2983  NAD 83(1992)-  32 49 22.63870(N)    093 02 51.57931(W) AD(       ) 1
 CQ2983  NAD 83(1986)-  32 49 22.64793(N)    093 02 51.57067(W) AD(       ) 1
 CQ2983  NAD 27      -  32 49 22.11562(N)    093 02 50.98949(W) AD(       ) 1
 CQ2983  NGVD 29 (07/19/86)  106.1    (m)          348.     (f) VERT ANG       
 CQ2983
 CQ2983.Superseded values are not recommended for survey control.
 CQ2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2983.See file dsdata.txt to determine how the superseded data were derived.
 CQ2983
 CQ2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9553931661(NAD 83)
 CQ2983_MARKER: DS = TRIANGULATION STATION DISK
 CQ2983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2983+STABILITY: SURFACE MOTION
 CQ2983
 CQ2983  HISTORY     - Date     Condition        Report By
 CQ2983  HISTORY     - 1965     MONUMENTED       CGS
 CQ2983  HISTORY     - 19931121 MARK NOT FOUND   USPSQD
 CQ2983
 CQ2983                          STATION DESCRIPTION
 CQ2983
 CQ2983'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2983'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME
 CQ2983'PROPERTY AS TRIANGULATION STATION KING 1941.
 CQ2983'
 CQ2983'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED
 CQ2983'KING RM A 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 CQ2983'PROJECTS ABOUT 3 INCHES.  MARK IS 125 FEET EAST OF THE CENTER
 CQ2983'OF A NORTH-SOUTH DIRT ROAD, 81-1/2 FEET NORTH OF THE CENTER OF
 CQ2983'AN EAST-WEST TRACK ROAD AND 11.8 FEET WEST OF A 6-INCH
 CQ2983'TRIANGULAR BLAZED PINE TREE WHICH HAS A METAL WITNESS SIGN
 CQ2983'ATTACHED.
 CQ2983'
 CQ2983'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KING
 CQ2983'1941, DISTANCE BEING 30.732 METERS OR 100.82 FEET, WEST.
 CQ2983
 CQ2983                          STATION RECOVERY (1993)
 CQ2983
 CQ2983'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ2983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3439 ***********************************************************************
 CQ3439  DESIGNATION -  KINGSTON
 CQ3439  PID         -  CQ3439
 CQ3439  STATE/COUNTY-  LA/DE SOTO
 CQ3439  USGS QUAD   -  HOLLY (1980)
 CQ3439
 CQ3439                         *CURRENT SURVEY CONTROL
 CQ3439  ___________________________________________________________________
 CQ3439* NAD 83(1992)-  32 13 04.26923(N)    093 42 23.52708(W)     ADJUSTED  
 CQ3439* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 CQ3439  ___________________________________________________________________
 CQ3439  X           -    -349,169.626 (meters)                     COMP
 CQ3439  Y           -  -5,389,947.350 (meters)                     COMP
 CQ3439  Z           -   3,380,911.047 (meters)                     COMP
 CQ3439  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CQ3439  ELLIP HEIGHT-          32.58  (meters)          (06/26/02) GPS OBS
 CQ3439  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ3439
 CQ3439  HORZ ORDER  -  FIRST
 CQ3439  ELLP ORDER  -  FOURTH    CLASS II
 CQ3439
 CQ3439.The horizontal coordinates were established by GPS observations
 CQ3439.and adjusted by the National Geodetic Survey in January 1993..
 CQ3439
 CQ3439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3439
 CQ3439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3439
 CQ3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3439
 CQ3439.The ellipsoidal height was determined by GPS observations
 CQ3439.and is referenced to NAD 83.
 CQ3439
 CQ3439.The geoid height was determined by GEOID03.
 CQ3439
 CQ3439;                    North         East     Units Scale Factor Converg.
 CQ3439;SPC LA N     -   191,101.003   886,271.574   MT  0.99992841   -0 38 16.4
 CQ3439;SPC LA N     -   626,970.54  2,907,709.32   sFT  0.99992841   -0 38 16.4
 CQ3439;UTM  15      - 3,564,802.284   433,421.507   MT  0.99965466   -0 22 36.1
 CQ3439
 CQ3439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3439!SPC LA N     -   0.99999488  x   0.99992841  =   0.99992329
 CQ3439!UTM  15      -   0.99999488  x   0.99965466  =   0.99964955
 CQ3439
 CQ3439                          SUPERSEDED SURVEY CONTROL
 CQ3439
 CQ3439  ELLIP H (01/21/93)   32.68   (m)                       GP(       ) 4 2
 CQ3439  NAD 83(1986)-  32 13 04.28231(N)    093 42 23.51461(W) AD(       ) 1
 CQ3439  NGVD 29 (08/25/89)   58.8    (m)          193.     (f) GPS OBS        
 CQ3439
 CQ3439.Superseded values are not recommended for survey control.
 CQ3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3439.See file dsdata.txt to determine how the superseded data were derived.
 CQ3439
 CQ3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3342264802(NAD 83)
 CQ3439_MARKER: DE = TRAVERSE STATION DISK
 CQ3439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3439_SP_SET: CONCRETE POST
 CQ3439_STAMPING: KINGSTON 1988
 CQ3439_MARK LOGO: LADTD 
 CQ3439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3439+STABILITY: SURFACE MOTION
 CQ3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3439+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1989
 CQ3439
 CQ3439  HISTORY     - Date     Condition        Report By
 CQ3439  HISTORY     - 1988     MONUMENTED       LADTD
 CQ3439  HISTORY     - 19890217 GOOD
 CQ3439  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ3439
 CQ3439                          STATION DESCRIPTION
 CQ3439
 CQ3439'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3439'THE STATION IS LOCATED ABOUT 20.1 KM (12.50 MI) NORTH OF MANSFIELD,
 CQ3439'11.3 KM (7.00 MI) EAST OF GLOSTER AND 4 KM (2.50 MI) SOUTH-SOUTHWEST
 CQ3439'OF FRIERSON, IN SECTION 9, T 14 N, R 13 W.  OWNERSHIP--LOUISIANA
 CQ3439'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3439'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 CQ3439'U S HIGHWAY 84 EAST OF MANSFIELD, GO NORTH FOR 22.4 KM (13.90 MI) ON
 CQ3439'HIGHWAY 49 TO THE JUNCTION WITH STATE HIGHWAY 175, WITH THE MARK SET
 CQ3439'IN THE MEDIAN ON THE OVERPASS, NORTH OF HIGHWAY 175.
 CQ3439'THE STATION IS FLUSH WITH THE GROUND 14.8 M (48.6 FT) NORTHEAST FROM
 CQ3439'THE SOUTH BOUND LANES OF THE INTERSTATE, 12.6 M (41.3 FT) NORTH FROM
 CQ3439'THE NORTHEAST CORNER OF THE SOUTH BOUND BRIDGE ABUTMENT, 12.5 M
 CQ3439'(41.0 FT) SOUTHWEST FROM THE NORTH BOUND LANES OF THE INTERSTATE, 7.2
 CQ3439'M (23.6 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE NORTH BOUND
 CQ3439'BRIDGE ABUTMENT AND 0.6 M (2.0 FT) NORTHWEST FROM A METAL WITNESS POST
 CQ3439'WITH A SIGN ATTACHED.
 CQ3439
 CQ3439                          STATION RECOVERY (1989)
 CQ3439
 CQ3439'RECOVERED 1989
 CQ3439'RECOVERED IN GOOD CONDITION.
 CQ3439
 CQ3439                          STATION RECOVERY (1996)
 CQ3439
 CQ3439'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3440 ***********************************************************************
 CQ3440  DESIGNATION -  KINGSTON AZ MK
 CQ3440  PID         -  CQ3440
 CQ3440  STATE/COUNTY-  LA/DE SOTO
 CQ3440  USGS QUAD   -  HOLLY (1980)
 CQ3440
 CQ3440                         *CURRENT SURVEY CONTROL
 CQ3440  ___________________________________________________________________
 CQ3440* NAD 83(1992)-  32 13 48.50767(N)    093 43 19.70578(W)     ADJUSTED  
 CQ3440* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 CQ3440  ___________________________________________________________________
 CQ3440  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CQ3440  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ3440
 CQ3440  HORZ ORDER  -  SECOND
 CQ3440
 CQ3440.The horizontal coordinates were established by classical geodetic methods
 CQ3440.and adjusted by the National Geodetic Survey in January 1993..
 CQ3440
 CQ3440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3440
 CQ3440.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3440
 CQ3440.The geoid height was determined by GEOID03.
 CQ3440
 CQ3440;                    North         East     Units Scale Factor Converg.
 CQ3440;SPC LA N     -   192,479.978   884,816.051   MT  0.99992955   -0 38 46.1
 CQ3440;SPC LA N     -   631,494.73  2,902,933.99   sFT  0.99992955   -0 38 46.1
 CQ3440;UTM  15      - 3,566,174.237   431,960.114   MT  0.99965709   -0 23 06.5
 CQ3440
 CQ3440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3440!SPC LA N     -   0.99999572  x   0.99992955  =   0.99992527
 CQ3440!UTM  15      -   0.99999572  x   0.99965709  =   0.99965281
 CQ3440
 CQ3440                          SUPERSEDED SURVEY CONTROL
 CQ3440
 CQ3440  NAD 83(1986)-  32 13 48.52082(N)    093 43 19.69321(W) AD(       ) 2
 CQ3440  NGVD 29 (08/25/89)   53.2    (m)          175.     (f) VERT ANG       
 CQ3440
 CQ3440.Superseded values are not recommended for survey control.
 CQ3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3440.See file dsdata.txt to determine how the superseded data were derived.
 CQ3440
 CQ3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3196066174(NAD 83)
 CQ3440_MARKER: DZ = AZIMUTH MARK DISK
 CQ3440_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ3440_SP_SET: BRIDGE WINGWALL
 CQ3440_STAMPING: KINGSTON AZ MK 1988
 CQ3440_MARK LOGO: LADTD 
 CQ3440_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3440+STABILITY: SURFACE MOTION
 CQ3440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3440+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CQ3440
 CQ3440  HISTORY     - Date     Condition        Report By
 CQ3440  HISTORY     - 1988     MONUMENTED       LADTD
 CQ3440  HISTORY     - 19960504 GOOD             USPSQD
 CQ3440
 CQ3440                          STATION DESCRIPTION
 CQ3440
 CQ3440'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3440'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) NORTH OF MANSFIELD,
 CQ3440'9.7 KM (6.05 MI) EAST-NORTHEAST OF GLOSTER AND 3.2 KM (2.00 MI)
 CQ3440'SOUTHWEST OF FRIERSON IN THE SOUTHERN QUADRANT OF SECTION 5, T 14 N, R
 CQ3440'13 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3440'DEVELOPMENT.
 CQ3440'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 CQ3440'STATE HIGHWAY 175, GO NORTH FOR 1.9 KM (1.20 MI) ON INTERSTATE 49 TO
 CQ3440'THE MARK SET IN THE SOUTHWEST WINGWALL ON THE NORTH BOUND BRIDGE OVER
 CQ3440'SYLVEST CREEK.
 CQ3440'THE STATION IS 6.7 M (22.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE
 CQ3440'NORTH BOUND LANES OF THE INTERSTATE, 0.6 M (2.0 FT) NORTH-NORTHEAST
 CQ3440'FROM THE SOUTHWEST CORNER OF THE BRIDGE ABUTMENT, 0.2 M (0.7 FT)
 CQ3440'WEST-SOUTHWEST FROM THE WEST END OF THE WINGWALL AND 0.2 M (0.7 FT)
 CQ3440'SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3440
 CQ3440                          STATION RECOVERY (1996)
 CQ3440
 CQ3440'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3441 ***********************************************************************
 CQ3441  DESIGNATION -  KINGSTON AZ MK 2
 CQ3441  PID         -  CQ3441
 CQ3441  STATE/COUNTY-  LA/DE SOTO
 CQ3441  USGS QUAD   -  HOLLY (1980)
 CQ3441
 CQ3441                         *CURRENT SURVEY CONTROL
 CQ3441  ___________________________________________________________________
 CQ3441* NAD 83(1992)-  32 12 09.94358(N)    093 41 34.39257(W)     ADJUSTED  
 CQ3441* NAVD 88     -        60.4    (meters)     198.     (feet)  VERTCON   
 CQ3441  ___________________________________________________________________
 CQ3441  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CQ3441  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3441
 CQ3441  HORZ ORDER  -  SECOND
 CQ3441
 CQ3441.The horizontal coordinates were established by classical geodetic methods
 CQ3441.and adjusted by the National Geodetic Survey in January 1993..
 CQ3441
 CQ3441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3441
 CQ3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3441
 CQ3441.The geoid height was determined by GEOID03.
 CQ3441
 CQ3441;                    North         East     Units Scale Factor Converg.
 CQ3441;SPC LA N     -   189,413.595   887,539.613   MT  0.99992707   -0 37 50.4
 CQ3441;SPC LA N     -   621,434.44  2,911,869.55   sFT  0.99992707   -0 37 50.4
 CQ3441;UTM  15      - 3,563,121.137   434,696.879   MT  0.99965259   -0 22 09.4
 CQ3441
 CQ3441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3441!SPC LA N     -   0.99999458  x   0.99992707  =   0.99992165
 CQ3441!UTM  15      -   0.99999458  x   0.99965259  =   0.99964717
 CQ3441
 CQ3441                          SUPERSEDED SURVEY CONTROL
 CQ3441
 CQ3441  NAD 83(1986)-  32 12 09.95659(N)    093 41 34.38021(W) AD(       ) 2
 CQ3441  NGVD 29 (08/25/89)   60.4    (m)          198.     (f) VERT ANG       
 CQ3441
 CQ3441.Superseded values are not recommended for survey control.
 CQ3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3441.See file dsdata.txt to determine how the superseded data were derived.
 CQ3441
 CQ3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3469763121(NAD 83)
 CQ3441_MARKER: DZ = AZIMUTH MARK DISK
 CQ3441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3441_SP_SET: CONCRETE POST
 CQ3441_STAMPING: KINGSTON AZ MK 2 1988
 CQ3441_MARK LOGO: LADTD 
 CQ3441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3441+STABILITY: SURFACE MOTION
 CQ3441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3441+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CQ3441
 CQ3441  HISTORY     - Date     Condition        Report By
 CQ3441  HISTORY     - 1988     MONUMENTED       LADTD
 CQ3441  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ3441
 CQ3441                          STATION DESCRIPTION
 CQ3441
 CQ3441'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3441'THE STATION IS LOCATED ABOUT 18.2 KM (11.30 MI) NORTH OF MANSFIELD,
 CQ3441'11.3 KM (7.00 MI) EAST OF GLOSTER AND 6 KM (3.75 MI) SOUTH-SOUTHWEST
 CQ3441'OF FRIERSON IN THE NORTHWEST QUADRANT OF SECTION 15, T 14 M, R 12 W.
 CQ3441'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3441'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 CQ3441'STATE HIGHWAY 175, GO SOUTH FOR 2.1 KM (1.30 MI) ON INTERSTATE 49 TO
 CQ3441'THE MARK ON THE RIGHT, JUST NORTH OF A RAILROAD OVERPASS AND A POWER
 CQ3441'LINE CROSSING.
 CQ3441'THE STATION IS FLUSH WITH THE GROUND 44.5 M (146.0 FT) NORTH-NORTHWEST
 CQ3441'FROM THE NORTH ONE OF TWO POWER POLES, 29.6 M (97.1 FT) SOUTHWEST FROM
 CQ3441'THE CENTER OF THE SOUTH BOUND LANES OF THE INTERSTATE, 11.6 M
 CQ3441'(38.1 FT) NORTH FROM A RIGHT-OF-WAY MARKER AT A FENCE BRACE, 10.1 M
 CQ3441'(33.1 FT) NORTHEAST FROM THE RIGHT-OF-WAY FENCE AND 0.6 M (2.0 FT)
 CQ3441'NORTHWEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3441
 CQ3441                          STATION RECOVERY (1996)
 CQ3441
 CQ3441'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2663 ***********************************************************************
 BX2663  DESIGNATION -  KINGSVILLE TANK
 BX2663  PID         -  BX2663
 BX2663  STATE/COUNTY-  LA/RAPIDES
 BX2663  USGS QUAD   -  ALEXANDRIA (1992)
 BX2663
 BX2663                         *CURRENT SURVEY CONTROL
 BX2663  ___________________________________________________________________
 BX2663* NAD 83(1992)-  31 21 55.29640(N)    092 24 41.95590(W)     ADJUSTED  
 BX2663* NAVD 88     -                                                        
 BX2663  ___________________________________________________________________
 BX2663  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BX2663  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX2663
 BX2663  HORZ ORDER  -  THIRD
 BX2663
 BX2663.The horizontal coordinates were established by classical geodetic methods
 BX2663.and adjusted by the National Geodetic Survey in January 1993..
 BX2663
 BX2663
 BX2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2663
 BX2663.The geoid height was determined by GEOID03.
 BX2663
 BX2663;                    North         East     Units Scale Factor Converg.
 BX2663;SPC LA N     -    95,951.223 1,008,404.710   MT  0.99996089   +0 02 48.2
 BX2663;SPC LA N     -   314,799.97  3,308,407.79   sFT  0.99996089   +0 02 48.2
 BX2663;UTM  15      - 3,470,243.688   555,952.203   MT  0.99963861   +0 18 22.5
 BX2663
 BX2663                          SUPERSEDED SURVEY CONTROL
 BX2663
 BX2663  NAD 83(1986)-  31 21 55.31594(N)    092 24 41.95134(W) AD(       ) 4
 BX2663  NAD 27      -  31 21 54.66186(N)    092 24 41.46116(W) AD(       ) 3
 BX2663
 BX2663.Superseded values are not recommended for survey control.
 BX2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2663.See file dsdata.txt to determine how the superseded data were derived.
 BX2663
 BX2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5595270244(NAD 83)
 BX2663_MARKER: 53 = ELEVATED TANK
 BX2663
 BX2663  HISTORY     - Date     Condition        Report By
 BX2663  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2663  HISTORY     - 19930612 GOOD             USPSQD
 BX2663
 BX2663                          STATION DESCRIPTION
 BX2663
 BX2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2663'THE BALL ON TOP OF THE KINGSVILLE WATER TANK, TIOGA WATER
 BX2663'DISTRICT NO. 3.  IT IS STRUCTURAL STEEL HAVING EIGHT LEGS
 BX2663'AND AN OVAL TANK ON TOP, THE OVERALL HEIGHT IS ABOUT
 BX2663'130 FEET.  IT IS PAINTED SILVER.
 BX2663'
 BX2663'THE TANK IS LOCATED AT THE BACK OF A CEMENT BLOCK BUILDING,
 BX2663'KINGSVILLE AUTO SLAVAGE.  IT IS NEAR THE NORTH JUNCTION OF
 BX2663'U.S. HIGHWAYS 165 BUSINESS AND BY-PASS.
 BX2663
 BX2663                          STATION RECOVERY (1993)
 BX2663
 BX2663'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2892 ***********************************************************************
 BX2892  DESIGNATION -  KISATCHIE LOT USFS
 BX2892  PID         -  BX2892
 BX2892  STATE/COUNTY-  LA/NATCHITOCHES
 BX2892  USGS QUAD   -  KISATCHIE (1972)
 BX2892
 BX2892                         *CURRENT SURVEY CONTROL
 BX2892  ___________________________________________________________________
 BX2892* NAD 83(1992)-  31 27 20.27842(N)    093 10 52.70529(W)     ADJUSTED  
 BX2892* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BX2892  ___________________________________________________________________
 BX2892  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 BX2892  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2892
 BX2892  HORZ ORDER  -  THIRD
 BX2892
 BX2892.The horizontal coordinates were established by classical geodetic methods
 BX2892.and adjusted by the National Geodetic Survey in January 1993..
 BX2892
 BX2892.The orthometric height was scaled from a topographic map.
 BX2892
 BX2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2892
 BX2892.The geoid height was determined by GEOID03.
 BX2892
 BX2892;                    North         East     Units Scale Factor Converg.
 BX2892;SPC LA N     -   106,160.013   935,247.562   MT  0.99994705   -0 21 36.7
 BX2892;SPC LA N     -   348,293.31  3,068,391.38   sFT  0.99994705   -0 21 36.7
 BX2892;UTM  15      - 3,480,113.513   482,774.163   MT  0.99960366   -0 05 40.6
 BX2892
 BX2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2892!SPC LA N     -   0.99998624  x   0.99994705  =   0.99993329
 BX2892!UTM  15      -   0.99998624  x   0.99960366  =   0.99958990
 BX2892
 BX2892|---------------------------------------------------------------------|
 BX2892| PID    Reference Object                     Distance      Geod. Az  |
 BX2892|                                                           dddmmss.s |
 BX2892| BX2891 NO 24 USFS 1941                       0.158 METERS 27000     |
 BX2892| BX2931 COBURN                              APPROX. 9.1 KM 2812835.1 |
 BX2892|---------------------------------------------------------------------|
 BX2892
 BX2892                          SUPERSEDED SURVEY CONTROL
 BX2892
 BX2892  NAD 83(1986)-  31 27 20.29407(N)    093 10 52.69788(W) AD(       ) 4
 BX2892  NAD 27      -  31 27 19.65685(N)    093 10 52.09563(W) AD(       ) 3
 BX2892
 BX2892.Superseded values are not recommended for survey control.
 BX2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2892.See file dsdata.txt to determine how the superseded data were derived.
 BX2892
 BX2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8277480114(NAD 83)
 BX2892_MARKER: 57 = LOOKOUT TOWER
 BX2892
 BX2892  HISTORY     - Date     Condition        Report By
 BX2892  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2892  HISTORY     - 1943     GOOD             USE
 BX2892  HISTORY     - 1954     GOOD             CGS
 BX2892
 BX2892                          STATION DESCRIPTION
 BX2892
 BX2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2892'STATION IS ON LAND OF THE KISATCHIE NATIONAL FOREST ABOUT 3
 BX2892'MILES N OF THE VILLAGE OF KISATCHIE IN THE NE QUARTER OF THE
 BX2892'SW QUARTER OF SECTION 34, T 6 N, R 8 W.  THE TOWER, BUILT IN
 BX2892'1930, IS 110 FEET HIGH WITH CROWS NEST LIVING QUARTERS ON
 BX2892'TOP.  POINT LOCATED WAS THE CENTER OF A VENTILATOR AT THE
 BX2892'APEX OF THE PYRAMIDAL ROOF.
 BX2892
 BX2892                          STATION RECOVERY (1943)
 BX2892
 BX2892'RECOVERY NOTE BY US ENGINEERS 1943
 BX2892'$
 BX2892'THE LOOKOUT TOWER WAS STILL STANDING WHEN VISITED BY THE
 BX2892'RECOVERY PARTY.
 BX2892
 BX2892                          STATION RECOVERY (1954)
 BX2892
 BX2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (MOL)
 BX2892'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS NW
 BX2892'CORNER OF BUILDING 82 FEET SE.  SW CORNER OF BUILDING 96 FEET
 BX2892'SE.  NE CORNER OF BUILDING 51 FEET SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0667 ***********************************************************************
 AV0667  DESIGNATION -  KITE
 AV0667  PID         -  AV0667
 AV0667  STATE/COUNTY-  LA/VERMILION
 AV0667  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0667
 AV0667                         *CURRENT SURVEY CONTROL
 AV0667  ___________________________________________________________________
 AV0667* NAD 83(1992)-  29 53 59.16847(N)    092 15 51.92152(W)     ADJUSTED  
 AV0667* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 AV0667  **This station is located in a subsidence area (see below).
 AV0667  ___________________________________________________________________
 AV0667  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AV0667  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AV0667
 AV0667  HORZ ORDER  -  FIRST
 AV0667
 AV0667.The horizontal coordinates were established by classical geodetic methods
 AV0667.and adjusted by the National Geodetic Survey in January 1993..
 AV0667
 AV0667 ** The orthometric height has not been validated since last determined
 AV0667 ** by differential leveling and should not be used for control purposes.
 AV0667 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0667 ** area with valid NAVD 88 orthometric heights.
 AV0667 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0667 ** epoch indicated which incorporates improved geoid heights for the
 AV0667 ** Southern Louisiana Subsidence area.
 AV0667 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0667
 AV0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0667
 AV0667.The geoid height was determined by GEOID03.
 AV0667
 AV0667;                    North         East     Units Scale Factor Converg.
 AV0667;SPC LA S     -   155,521.792   910,080.042   MT  0.99992729   -0 27 56.0
 AV0667;SPC LA S     -   510,241.08  2,985,820.94   sFT  0.99992729   -0 27 56.0
 AV0667;UTM  15      - 3,307,906.282   571,016.907   MT  0.99966222   +0 22 00.1
 AV0667
 AV0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0667!SPC LA S     -   1.00000385  x   0.99992729  =   0.99993114
 AV0667!UTM  15      -   1.00000385  x   0.99966222  =   0.99966607
 AV0667
 AV0667|---------------------------------------------------------------------|
 AV0667| PID    Reference Object                     Distance      Geod. Az  |
 AV0667|                                                           dddmmss.s |
 AV0667| CV9960 KITE RM 1                            24.032 METERS 10010     |
 AV0667| AV0018 V 223                                              2100754.1 |
 AV0667| AV0668 COW ISLAND MOBILE OIL MAST          APPROX. 2.0 KM 2161508.2 |
 AV0667| AV0669 KAPLAN TRUNKLINE GAS MAST           APPROX. 1.9 KM 2272620.2 |
 AV0667| CV9961 KITE RM 2                            25.045 METERS 35849     |
 AV0667|---------------------------------------------------------------------|
 AV0667
 AV0667                          SUPERSEDED SURVEY CONTROL
 AV0667
 AV0667  NAD 83(1986)-  29 53 59.18798(N)    092 15 51.91512(W) AD(       ) 1
 AV0667  NAD 27      -  29 53 58.43785(N)    092 15 51.44883(W) AD(       ) 1
 AV0667  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 AV0667
 AV0667.Superseded values are not recommended for survey control.
 AV0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0667.See file dsdata.txt to determine how the superseded data were derived.
 AV0667
 AV0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7101707906(NAD 83)
 AV0667_MARKER: DS = TRIANGULATION STATION DISK
 AV0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0667
 AV0667  HISTORY     - Date     Condition        Report By
 AV0667  HISTORY     - 1974     MONUMENTED       NGS
 AV0667
 AV0667                          STATION DESCRIPTION
 AV0667
 AV0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0667'STATION IS ABOUT 11 MILES NORTHWEST OF INTRACOASTAL CITY, 9 MILES
 AV0667'SOUTHWEST OF ABBEVILLE, 7 MILES SOUTH OF KAPLAN, 1 MILE NORTHEAST OF
 AV0667'THE JUNCTION OF STATE HIGHWAYS 35 AND 692, IN THE SOUTHWEST CORNER
 AV0667'OF THE EAST BOURSSARD HIGH SCHOOL GROUNDS AND ON PROPERTY OWNED BY
 AV0667'THE VERMILION PARISH SCHOOL BOARD.
 AV0667'
 AV0667'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35 IN
 AV0667'KAPLAN, GO SOUTHERLY ON HIGHWAY 35 FOR 8.3 MILES TO THE JUNCTION OF
 AV0667'STATE HIGHWAY 692.  BEAR LEFT AND GO EAST ON HIGHWAY 692 FOR 0.1
 AV0667'MILE TO BM V 223 (AZ MK) ON THE RIGHT AS DESCRIBED.  CONTINUE EAST
 AV0667'ON HIGHWAY 692 FOR 0.5 MILE TO A SIDE ROAD RIGHT AT A POINT
 AV0667'WHERE HIGHWAY 692 TURNS LEFT.  TURN LEFT AND GO NORTH ON HIGHWAY 692
 AV0667'FOR 0.7 MILES TO THE EAST BROUSSARD HIGH SCHOOL AND THE STATION IN
 AV0667'THE SOUTHWEST CORNER OF THE SCHOOL GROUNDS AS DESCRIBED.
 AV0667'
 AV0667'THE STATION SURFACE AND UNDERGROUND MARKS ARE BOTH STANDARD DISKS
 AV0667'STAMPED KITE 1974.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST
 AV0667'FLUSH WITH THE GROUND.  IT IS 73.5 FEET SOUTHWEST OF THE SOUTHWEST
 AV0667'CORNER OF AN ASPHALT BASKETBALL COURT, 31.2 FEET NORTHEAST OF THE
 AV0667'SOUTHWEST CORNER OF THE SCHOOL YARD FENCE, 24.5 FEET NORTH OF THE
 AV0667'SCHOOL FENCE AND 17.5 FEET EAST OF THE SCHOOL YARD FENCE.  THE
 AV0667'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 AV0667'43 INCHES BELOW THE GROUND.
 AV0667'
 AV0667'REFERENCE MARK 1, STAMPED KITE NO 1 1974, IS A STANDARD DISK SET IN
 AV0667'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 97 FEET EAST OF
 AV0667'THE SOUTHWEST CORNER OF THE SCHOOL YARD FENCE, 65 FEET SOUTH OF THE
 AV0667'SOUTH EDGE OF THE BASKETBALL COURT, 11.5 FEET NORTH OF THE SCHOOL
 AV0667'YARD FENCE AND 4 FEET NORTHWEST OF A PINE TREE.
 AV0667'
 AV0667'REFERENCE MARK 2, STAMPED KITE NO 2 1974, IS A STANDARD DISK SET IN
 AV0667'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 55 FEET WEST OF
 AV0667'THE WEST EDGE OF THE BASKETBALL COURT, 11 FEET EAST OF THE SCHOOL
 AV0667'YARD FENCE, 7.5 FEET NORTHEAST OF A PINE TREE AND 3.5 FEET
 AV0667'SOUTHEAST OF A PINE TREE.
 AV0667'
 AV0667'BENCH MARK V 223, STAMPED V 223 1965, IS A STANDARD DISK ATTACHED
 AV0667'TO A ROD SURROUNDED BY A 6-INCH TILE WHICH PROJECTS ABOUT 6 INCHES.
 AV0667'IT IS 82 FEET SOUTH OF CENTER OF HIGHWAY 692, 43 FEET EAST OF A
 AV0667'30-INCH OAK TREE, 33 FEET NORTHEAST OF AN OLD ROAD BED, 6 FEET
 AV0667'WEST OF A 30-INCH OAK TREE AND 2 FEET SOUTHEAST OF A WITNESS SIGN
 AV0667'ATTACHED TO A WOODEN POST.
 AV0667'
 AV0667'NEAREST TOWN--KAPLAN.
 AV0667'
 AV0667'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2723 ***********************************************************************
 CQ2723  DESIGNATION -  KITTY
 CQ2723  PID         -  CQ2723
 CQ2723  STATE/COUNTY-  LA/OUACHITA
 CQ2723  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2723
 CQ2723                         *CURRENT SURVEY CONTROL
 CQ2723  ___________________________________________________________________
 CQ2723* NAD 83(1992)-  32 25 16.45587(N)    092 05 44.72633(W)     ADJUSTED  
 CQ2723* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 CQ2723  ___________________________________________________________________
 CQ2723  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 CQ2723  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2723
 CQ2723  HORZ ORDER  -  SECOND
 CQ2723
 CQ2723.The horizontal coordinates were established by classical geodetic methods
 CQ2723.and adjusted by the National Geodetic Survey in January 1993..
 CQ2723
 CQ2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2723
 CQ2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2723
 CQ2723.The geoid height was determined by GEOID03.
 CQ2723
 CQ2723;                    North         East     Units Scale Factor Converg.
 CQ2723;SPC LA N     -   213,091.333 1,038,020.627   MT  0.99995324   +0 12 49.4
 CQ2723;SPC LA N     -   699,117.15  3,405,572.67   sFT  0.99995324   +0 12 49.4
 CQ2723;UTM  15      - 3,587,487.982   585,019.274   MT  0.99968913   +0 29 05.4
 CQ2723
 CQ2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2723!SPC LA N     -   1.00000078  x   0.99995324  =   0.99995402
 CQ2723!UTM  15      -   1.00000078  x   0.99968913  =   0.99968991
 CQ2723
 CQ2723:                Primary Azimuth Mark                     Grid Az
 CQ2723:SPC LA N     -  KITTY AZ MK 3                            024 00 32.3
 CQ2723:UTM  15      -  KITTY AZ MK 3                            023 44 16.3
 CQ2723
 CQ2723|---------------------------------------------------------------------|
 CQ2723| PID    Reference Object                     Distance      Geod. Az  |
 CQ2723|                                                           dddmmss.s |
 CQ2723| CS7257 KITTY AZ MK 3                                      0241321.7 |
 CQ2723| CY4824 KITTY AZ MK                                        0242519.3 |
 CQ2723| CY4826 KITTY RM 1                           10.230 METERS 03456     |
 CQ2723| CQ2724 KITTY LADH RM 2 1971                 17.150 METERS 21655     |
 CQ2723| CY4825 KITTY AZ MK 2                                      2242647.8 |
 CQ2723|---------------------------------------------------------------------|
 CQ2723
 CQ2723                          SUPERSEDED SURVEY CONTROL
 CQ2723
 CQ2723  NAD 83(1986)-  32 25 16.46961(N)    092 05 44.71894(W) AD(       ) 2
 CQ2723  NAD 27      -  32 25 15.94101(N)    092 05 44.23419(W) AD(       ) 2
 CQ2723  NGVD 29 (07/19/86)   21.0    (m)           69.     (f) VERT ANG       
 CQ2723
 CQ2723.Superseded values are not recommended for survey control.
 CQ2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2723.See file dsdata.txt to determine how the superseded data were derived.
 CQ2723
 CQ2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8501987488(NAD 83)
 CQ2723_MARKER: DD = SURVEY DISK
 CQ2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2723
 CQ2723  HISTORY     - Date     Condition        Report By
 CQ2723  HISTORY     - 1970     MONUMENTED       LADTD
 CQ2723  HISTORY     - 1978     GOOD             NGS
 CQ2723
 CQ2723                          STATION DESCRIPTION
 CQ2723
 CQ2723'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CQ2723'THE STATION IS LOCATED 4 MILES SOUTH OF MONROE, 7 MILES SOUTHEAST
 CQ2723'OF WEST MONROE IN THE NORTHEAST 1/4 OF SECTION 31, T17N, R4E,
 CQ2723'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 CQ2723'HIGHWAYS, ADDRESS, BATON ROUGE, LOUISIANA.
 CQ2723'
 CQ2723'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 20 AND
 CQ2723'U.S. HIGHWAY 165 IN EAST MONROE, DRIVE SOUTH ALONG U.S. HIGHWAY
 CQ2723'165 FOR 5.5 MILES TO THE STATION WHICH IS SET ON THE LEFT AND
 CQ2723'EAST OF THE HIGHWAY NEAR A FENCE AND A RIGHT-OF-WAY MARKER.
 CQ2723'
 CQ2723'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CQ2723'U.S. HIGHWAY 165 BY-PASS FOR APPROXIMATELY 0.40 MILE TO THE MARK
 CQ2723'WHICH IS SET ON THE RIGHT IN THE SOUTHEAST CORNER OF THE BAYOU
 CQ2723'MOUCHAIR BRIDGE ON NEW LOCATION FOR THE NORTH BOUND LANE OF
 CQ2723'THE BY-PASS.
 CQ2723'
 CQ2723'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTH ALONG
 CQ2723'U.S. HIGHWAY 165 FOR APPROXIMATELY 0.50 MILE TO THE MARK WHICH
 CQ2723'IS SET ON THE LEFT IN THE NORTHEAST CORNER OF THE MISSOURI
 CQ2723'PACIFIC RAILROAD OVERPASS AND INTERCHANGE.  THIS INTERCHANGE IS
 CQ2723'ON THE U.S. 165 BUSINESS ROUTE AND BY-PASS.
 CQ2723'
 CQ2723'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2723'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2723'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2723'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF
 CQ2723'AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2723'SURFACE.  THEY ARE STAMPED KITTY 1970.  THE MARK IS 175 FEET
 CQ2723'EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 165, 144 FEET
 CQ2723'SOUTH-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 86
 CQ2723'FEET SOUTHWEST OF A 36 INCH OAK TREE, 12 FEET NORTH-NORTHWEST
 CQ2723'OF A 10 INCH GUM TREE, 3 FEET WEST-NORTHWEST OF A FENCE, AND
 CQ2723'1.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ2723'
 CQ2723'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2723'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2723'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 CQ2723'THE GROUND.  IT IS STAMPED KITTY R.M. 1 1970.  IT IS 175 FEET
 CQ2723'EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 165, 115 FEET
 CQ2723'SOUTH-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 52
 CQ2723'FEET SOUTHWEST OF A 36 INCH OAK TREE, AND 4 FEET WEST-NORTHWEST
 CQ2723'OF A FENCE.
 CQ2723'
 CQ2723'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2723'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2723'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2723'WITH THE GROUND.  IT IS STAMPED KITTY R.M. 2 1970.  IT IS 175
 CQ2723'FEET EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 165, 142
 CQ2723'FEET SOUTH-SOUTHWEST OF A 36 INCH OAK TREE, 85 FEET
 CQ2723'NORTH-NORTHEAST OF A 30 INCH GUM TREE, AND 4 FEET NORTHWEST OF
 CQ2723'A FENCE.
 CQ2723'
 CQ2723'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2723'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN A DRILLED
 CQ2723'HOLE IN A CONCRETE CURB ON A BRIDGE, FLUSH WITH THE CURB, 8
 CQ2723'INCHES HIGH.  IT IS STAMPED KITTY AZ.MK. 1970.  IT IS 84
 CQ2723'FEET EAST OF THE CENTER OF U.S. HIGHWAY 165, 40 FEET WEST OF
 CQ2723'THE NORTH END OF A METAL CULVERT, 15 FEET EAST OF THE CENTER OF
 CQ2723'A BRIDGE ON THE NEW LOCATION FOR THE NORTH BOUND LANE ON
 CQ2723'U.S. HIGHWAY 165, 10.5 FEET NORTH OF THE SOUTH END OF THE
 CQ2723'APPROACH SLAB ON THIS BRIDGE, AND 3 FEET WEST OF A METAL
 CQ2723'WITNESS POST AND SIGN.
 CQ2723'
 CQ2723'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2723'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN A
 CQ2723'DRILLED HOLE IN THE CONCRETE ABUTMENT OF AN OVERPASS
 CQ2723'FLUSH WITH THE ABUTMENT.  IT IS STAMPED KITTY AZ. MK. 2
 CQ2723'1970.  IT IS 24 FEET NORTH OF THE SOUTH END OF A GUARD RAIL,
 CQ2723'17 FEET EAST OF THE CENTER OF U.S. HIGHWAY 165, 2 FEET WEST OF
 CQ2723'A METAL WITNESS POST AND SIGN, 2 FEET EAST OF A GUARD RAIL,
 CQ2723'AND 1 FOOT SOUTH OF THE NORTHEAST CORNER OF THE U.S. HIGHWAY
 CQ2723'165 INTERCHANGE OVERPASS.  THIS IS THE BYPASS AT THE BUSINESS
 CQ2723'ROUTE ON U.S. HIGHWAY 165 SOUTH OF MONROE.
 CQ2723'
 CQ2723'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ2723
 CQ2723                          STATION RECOVERY (1978)
 CQ2723
 CQ2723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CQ2723'THE STATION MARK, RM 1, RM 2, AZIMUTH MARK NO 1 AND AZIMUTH MARK NO 2
 CQ2723'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO BRIDGE
 CQ2723'CONSTRUCTION AZIMUTH MARK NO 1 WILL BE DESTROYED.  THIS DATE
 CQ2723'AZIMUTH MARK NO 3 WAS ESTABLISHED.  FOLLOWING IS A DESCRIPTION FOR
 CQ2723'THE NEW MARK.
 CQ2723'
 CQ2723'THE AZIMUTH MARK NO 3 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2723'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK CEMENTED IN A DRILL
 CQ2723'HOLE IN THE CONCRETE FLOOR OF THE BRIDGE, 6 INCHES NORTH OF THE SOUTH
 CQ2723'EDGE AND NEAR THE SOUTHEAST CORNER OF THE BRIDGE.  THE DISK IS
 CQ2723'STAMPED KITTY AZ MK 3 1978.
 CQ2723'
 CQ2723'TO REACH THE AZIMUTH MARK NO 3 FROM THE STATION GO N ON THE HIGHWAY
 CQ2723'FOR 0.4 MILE TO BRIDGE AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7830 ***********************************************************************
 AJ7830  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7830  DESIGNATION -  KJUN CORS ARP
 AJ7830  CORS_ID     -  KJUN
 AJ7830  PID         -  AJ7830
 AJ7830  STATE/COUNTY-  LA/LAFAYETTE
 AJ7830  USGS QUAD   -  LAFAYETTE (1994)
 AJ7830
 AJ7830                         *CURRENT SURVEY CONTROL
 AJ7830  ___________________________________________________________________
 AJ7830* NAD 83(CORS)-  30 13 16.94738(N)    092 02 42.39011(W)     ADJUSTED  
 AJ7830* NAVD 88     -                                                        
 AJ7830  **This station is located in a subsidence area (see below).
 AJ7830  ___________________________________________________________________
 AJ7830  EPOCH DATE  -        2002.00
 AJ7830  X           -    -196,843.489 (meters)                     COMP
 AJ7830  Y           -  -5,512,427.236 (meters)                     COMP
 AJ7830  Z           -   3,191,599.696 (meters)                     COMP
 AJ7830  ELLIP HEIGHT-          -5.56  (meters)          (10/??/05) GPS OBS
 AJ7830  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ7830
 AJ7830  HORZ ORDER  -  SPECIAL (CORS)
 AJ7830  ELLP ORDER  -  SPECIAL (CORS)
 AJ7830
 AJ7830.ITRF positions are available for this station.
 AJ7830.The coordinates were established by GPS observations
 AJ7830.and adjusted by the National Geodetic Survey in October 2005..
 AJ7830.The coordinates are valid at the epoch date displayed above.
 AJ7830.The epoch date for horizontal control is a decimal equivalence
 AJ7830.of Year/Month/Day.
 AJ7830
 AJ7830 ** The orthometric height has not been validated since last determined
 AJ7830 ** by differential leveling and should not be used for control purposes.
 AJ7830 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AJ7830 ** area with valid NAVD 88 orthometric heights.
 AJ7830 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ7830 ** epoch indicated which incorporates improved geoid heights for the
 AJ7830 ** Southern Louisiana Subsidence area.
 AJ7830 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ7830
 AJ7830.The PID for the CORS L1 Phase Center is AJ7831.
 AJ7830
 AJ7830.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7830
 AJ7830.The ellipsoidal height was determined by GPS observations
 AJ7830.and is referenced to NAD 83.
 AJ7830
 AJ7830.The geoid height was determined by GEOID03.
 AJ7830
 AJ7830;                    North         East     Units Scale Factor Converg.
 AJ7830;SPC LA S     -   191,017.747   931,481.438   MT  0.99993312   -0 21 21.2
 AJ7830;SPC LA S     -   626,697.39  3,056,035.35   sFT  0.99993312   -0 21 21.2
 AJ7830
 AJ7830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7830!SPC LA S     -   1.00000087  x   0.99993312  =   0.99993399
 AJ7830
 AJ7830                          SUPERSEDED SURVEY CONTROL
 AJ7830
 AJ7830  NAD 83(CORS)-  30 13 16.94734(N)    092 02 42.38866(W) AD(2002.00) c
 AJ7830  NAD 83(CORS)-  30 13 16.94734(N)    092 02 42.38866(W) AD(1997.00) c
 AJ7830  ELLIP H (02/??/02)   -5.56   (m)                       GP(1997.00) c c
 AJ7830
 AJ7830.Superseded values are not recommended for survey control.
 AJ7830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7830.See file dsdata.txt to determine how the superseded data were derived.
 AJ7830
 AJ7830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9189443701(NAD 83)
 AJ7830_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7830
 AJ7830                          STATION DESCRIPTION
 AJ7830
 AJ7830'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 AJ7830'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7830'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7830'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7830'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7830'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7831 ***********************************************************************
 AJ7831  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7831  DESIGNATION -  KJUN CORS L1 PHASE CENTER
 AJ7831  CORS_ID     -  KJUN
 AJ7831  PID         -  AJ7831
 AJ7831  STATE/COUNTY-  LA/LAFAYETTE
 AJ7831  USGS QUAD   -  LAFAYETTE (1994)
 AJ7831
 AJ7831                         *CURRENT SURVEY CONTROL
 AJ7831  ___________________________________________________________________
 AJ7831* NAD 83(CORS)-  30 13 16.94742(N)    092 02 42.39009(W)     ADJUSTED  
 AJ7831* NAVD 88     -                                                        
 AJ7831  **This station is located in a subsidence area (see below).
 AJ7831  ___________________________________________________________________
 AJ7831  EPOCH DATE  -        2002.00
 AJ7831  X           -    -196,843.492 (meters)                     COMP
 AJ7831  Y           -  -5,512,427.330 (meters)                     COMP
 AJ7831  Z           -   3,191,599.753 (meters)                     COMP
 AJ7831  ELLIP HEIGHT-          -5.45  (meters)          (10/??/05) GPS OBS
 AJ7831  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ7831
 AJ7831  HORZ ORDER  -  SPECIAL (CORS)
 AJ7831  ELLP ORDER  -  SPECIAL (CORS)
 AJ7831
 AJ7831.ITRF positions are available for this station.
 AJ7831.The coordinates were established by GPS observations
 AJ7831.and adjusted by the National Geodetic Survey in October 2005..
 AJ7831.The coordinates are valid at the epoch date displayed above.
 AJ7831.The epoch date for horizontal control is a decimal equivalence
 AJ7831.of Year/Month/Day.
 AJ7831
 AJ7831 ** The orthometric height has not been validated since last determined
 AJ7831 ** by differential leveling and should not be used for control purposes.
 AJ7831 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AJ7831 ** area with valid NAVD 88 orthometric heights.
 AJ7831 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ7831 ** epoch indicated which incorporates improved geoid heights for the
 AJ7831 ** Southern Louisiana Subsidence area.
 AJ7831 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ7831
 AJ7831.The PID for the CORS ARP is AJ7830.
 AJ7831
 AJ7831.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7831
 AJ7831.The ellipsoidal height was determined by GPS observations
 AJ7831.and is referenced to NAD 83.
 AJ7831
 AJ7831.The geoid height was determined by GEOID03.
 AJ7831
 AJ7831;                    North         East     Units Scale Factor Converg.
 AJ7831;SPC LA S     -   191,017.749   931,481.438   MT  0.99993312   -0 21 21.2
 AJ7831;SPC LA S     -   626,697.40  3,056,035.35   sFT  0.99993312   -0 21 21.2
 AJ7831
 AJ7831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7831!SPC LA S     -   1.00000086  x   0.99993312  =   0.99993398
 AJ7831
 AJ7831                          SUPERSEDED SURVEY CONTROL
 AJ7831
 AJ7831  NAD 83(CORS)-  30 13 16.94738(N)    092 02 42.38864(W) AD(2002.00) c
 AJ7831  NAD 83(CORS)-  30 13 16.94738(N)    092 02 42.38864(W) AD(1997.00) c
 AJ7831  ELLIP H (02/??/02)   -5.45   (m)                       GP(1997.00) c c
 AJ7831
 AJ7831.Superseded values are not recommended for survey control.
 AJ7831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7831.See file dsdata.txt to determine how the superseded data were derived.
 AJ7831
 AJ7831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9189443701(NAD 83)
 AJ7831_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7831
 AJ7831                          STATION DESCRIPTION
 AJ7831
 AJ7831'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7831'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7831'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7831'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7831'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7831'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7832 ***********************************************************************
 AJ7832  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AJ7832  DESIGNATION -  KJUN CORS MON
 AJ7832  PID         -  AJ7832
 AJ7832  STATE/COUNTY-  LA/LAFAYETTE
 AJ7832  USGS QUAD   -  LAFAYETTE (1994)
 AJ7832
 AJ7832                         *CURRENT SURVEY CONTROL
 AJ7832  ___________________________________________________________________
 AJ7832* NAD 83(CORS)-  30 13 16.94738(N)    092 02 42.39011(W)     ADJUSTED  
 AJ7832* NAVD 88     -        21.70 **(meters)      71.2  **(feet)  GPS OBS(2004.65)
 AJ7832  **This station is located in a subsidence area (see below).
 AJ7832  ___________________________________________________________________
 AJ7832  EPOCH DATE  -        2002.00
 AJ7832  X           -    -196,843.487 (meters)                     COMP
 AJ7832  Y           -  -5,512,427.167 (meters)                     COMP
 AJ7832  Z           -   3,191,599.656 (meters)                     COMP
 AJ7832  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AJ7832  ELLIP HEIGHT-          -5.64  (meters)          (10/??/05) GPS OBS
 AJ7832  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ7832
 AJ7832  HORZ ORDER  -  A
 AJ7832  ELLP ORDER  -  FOURTH    CLASS I
 AJ7832
 AJ7832.ITRF positions are available for this station.
 AJ7832.The horizontal coordinates were established by GPS observations
 AJ7832.and adjusted by the National Geodetic Survey in October 2005..
 AJ7832.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7832.The epoch date for horizontal control is a decimal equivalence
 AJ7832.of Year/Month/Day.
 AJ7832
 AJ7832 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AJ7832 ** and geoid heights are valid at the date of observation. These heights
 AJ7832 ** must always be validated when used as control.
 AJ7832 ** The orthometric height was determined by GPS observations using
 AJ7832 ** precise GPS observation and processing techniques and a new
 AJ7832 ** realization of GEOID03. It supersedes the leveled height previously
 AJ7832 ** determined for this station.
 AJ7832 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ7832 ** epoch indicated which incorporates improved geoid heights for the
 AJ7832 ** Southern Louisiana Subsidence area.
 AJ7832 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ7832.The orthometric height was determined by GPS observations and a
 AJ7832.high-resolution geoid model using precise GPS observation and
 AJ7832.processing techniques.
 AJ7832
 AJ7832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7832
 AJ7832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7832
 AJ7832.The ellipsoidal height was determined by GPS observations
 AJ7832.and is referenced to NAD 83.
 AJ7832
 AJ7832.The geoid height was determined by GEOID03.
 AJ7832
 AJ7832;                    North         East     Units Scale Factor Converg.
 AJ7832;SPC LA S     -   191,017.747   931,481.438   MT  0.99993312   -0 21 21.2
 AJ7832;SPC LA S     -   626,697.39  3,056,035.35   sFT  0.99993312   -0 21 21.2
 AJ7832;UTM  15      - 3,343,701.288   591,894.107   MT  0.99970418   +0 28 50.4
 AJ7832
 AJ7832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7832!SPC LA S     -   1.00000089  x   0.99993312  =   0.99993401
 AJ7832!UTM  15      -   1.00000089  x   0.99970418  =   0.99970507
 AJ7832
 AJ7832                          SUPERSEDED SURVEY CONTROL
 AJ7832
 AJ7832  NAD 83(CORS)-  30 13 16.94734(N)    092 02 42.38866(W) AD(2002.00) A
 AJ7832  NAD 83(CORS)-  30 13 16.94734(N)    092 02 42.38866(W) AD(1997.00) A
 AJ7832  ELLIP H (02/??/02)   -5.64   (m)                       GP(1997.00) 4 1
 AJ7832
 AJ7832.Superseded values are not recommended for survey control.
 AJ7832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7832.See file dsdata.txt to determine how the superseded data were derived.
 AJ7832
 AJ7832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9189443701(NAD 83)
 AJ7832_STAMPING: UNKNOWN
 AJ7832'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'KJUN'
 AJ7832'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AJ7832'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7832'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7832'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7832'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AJ7832'
 AJ7832' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4980 ***********************************************************************
 BJ4980  DESIGNATION -  KLEIN
 BJ4980  PID         -  BJ4980
 BJ4980  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4980  USGS QUAD   -  ST GABRIEL (1995)
 BJ4980
 BJ4980                         *CURRENT SURVEY CONTROL
 BJ4980  ___________________________________________________________________
 BJ4980* NAD 83(1992)-  30 20 39.68727(N)    091 01 54.90407(W)     ADJUSTED  
 BJ4980* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 BJ4980  ___________________________________________________________________
 BJ4980  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4980  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4980
 BJ4980  HORZ ORDER  -  FIRST
 BJ4980
 BJ4980.The horizontal coordinates were established by classical geodetic methods
 BJ4980.and adjusted by the National Geodetic Survey in January 1993..
 BJ4980
 BJ4980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4980
 BJ4980.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4980
 BJ4980.The geoid height was determined by GEOID03.
 BJ4980
 BJ4980;                    North         East     Units Scale Factor Converg.
 BJ4980;SPC LA S     -   204,475.800 1,028,979.865   MT  0.99994365   +0 09 02.6
 BJ4980;SPC LA S     -   670,851.02  3,375,911.44   sFT  0.99994365   +0 09 02.6
 BJ4980;UTM  15      - 3,358,585.781   689,176.550   MT  1.00004152   +0 59 40.4
 BJ4980
 BJ4980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4980!SPC LA S     -   1.00000267  x   0.99994365  =   0.99994632
 BJ4980!UTM  15      -   1.00000267  x   1.00004152  =   1.00004419
 BJ4980
 BJ4980:                Primary Azimuth Mark                     Grid Az
 BJ4980:SPC LA S     -  17P004 LADH 1975                         001 35 45.9
 BJ4980:UTM  15      -  17P004 LADH 1975                         000 45 08.1
 BJ4980
 BJ4980|---------------------------------------------------------------------|
 BJ4980| PID    Reference Object                     Distance      Geod. Az  |
 BJ4980|                                                           dddmmss.s |
 BJ4980| BJ5001 17P004 LADH 1975                    436.288 METERS 0014448.5 |
 BJ4980| CW1981 KLEIN RM 3                           29.118 METERS 05106     |
 BJ4980| CW1979 KLEIN RM 1                           27.312 METERS 06431     |
 BJ4980| CW1980 KLEIN RM 2                           35.582 METERS 15656     |
 BJ4980| CW1982 KLEIN RM 4                                         2612454.8 |
 BJ4980|---------------------------------------------------------------------|
 BJ4980
 BJ4980                          SUPERSEDED SURVEY CONTROL
 BJ4980
 BJ4980  NAD 83(1986)-  30 20 39.70503(N)    091 01 54.90257(W) AD(       ) 1
 BJ4980  NAD 27      -  30 20 39.01148(N)    091 01 54.53338(W) AD(       ) 1
 BJ4980  NGVD 29 (07/19/86)   10.1    (m)           33.     (f) VERT ANG       
 BJ4980
 BJ4980.Superseded values are not recommended for survey control.
 BJ4980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4980.See file dsdata.txt to determine how the superseded data were derived.
 BJ4980
 BJ4980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8917758586(NAD 83)
 BJ4980_MARKER: DS = TRIANGULATION STATION DISK
 BJ4980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4980
 BJ4980  HISTORY     - Date     Condition        Report By
 BJ4980  HISTORY     - 1970     MONUMENTED       NGS
 BJ4980  HISTORY     - 1973     GOOD             NGS
 BJ4980  HISTORY     - 1975     GOOD             NGS
 BJ4980
 BJ4980                          STATION DESCRIPTION
 BJ4980
 BJ4980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4980'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF THE CENTER OF BATON
 BJ4980'ROUGE, NEAR THE SOUTHEAST CORNER OF EAST BATON ROUGE PARISH, 1-1/4
 BJ4980'MILES NORTHWEST OF BAYOU MANCHAC, 1 MILE SOUTHWEST OF KLEINPETER,
 BJ4980'ON THE SOUTHERLY SIDE OF STATE HIGHWAY 42, NEAR PROPROSED PROPERTY
 BJ4980'OF INTERSTATE HIGHWAY 10, IN THE SOUTHWEST PART OF SECTION 63.  T
 BJ4980'8 S.  R 2 E AND ON PROPERTY WHICH IS OWNED BY MRS. ERNEST
 BJ4980'DEGRUMMOND OF 354 ALBERT HART DRIVE, BATON ROUGE, LOUISIANA.
 BJ4980'
 BJ4980'STATION IS REACHED FROM THE NORTHWEST JUNCTION OF STATE HIGHWAYS 948,
 BJ4980'42 AND U.S. HIGHWAY 61 WHICH IS ABOUT 8.5 MILES SOUTH OF THE
 BJ4980'JUNCTION OF U.S. HIGHWAYS 190 AND 61.  GO SOUTHWEST ON STATE HIGHWAY
 BJ4980'42 FOR 1.2 MILES TO A RAILROAD CROSSING IN KLEINPETER.  CONTINUE
 BJ4980'STRAIGHT AHEAD ON HIGHWAY 42 FOR 0.2 MILE TO THE JUNCTION WITH
 BJ4980'STATE HIGHWAY 427.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 42 FOR 0.4
 BJ4980'MILE TO STATION ON THE LEFT, EAST SIDE OF ROAD.
 BJ4980'
 BJ4980'STATION MARKS ARE STANDARD DISKS, STAMPED KLEIN 1970.  THE SURFACE
 BJ4980'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4980'THAT IS 20 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND DISK IS
 BJ4980'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 BJ4980'BELOW THE GROUND SURFACE.  MARK IS 78.0 FEET EAST OF THE SOUTHEAST
 BJ4980'CORNER OF A HOUSE, 38.0 FEET WEST OF A 6-INCH DOGWOOD TREE, 36.0
 BJ4980'FEET NORTHEAST OF A 30-INCH OAK TREE, 23.5 FEET NORTH OF A 10-INCH
 BJ4980'OAK TREE.
 BJ4980'
 BJ4980'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED KLEIN NO
 BJ4980'1 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4980'THAT IS FLUSH WITH THE GROUND SURFACE.  MARK IS 75.2 FEET WEST OF
 BJ4980'THE NORTHWEST CORNER OF A BRICK HOUSE AND 60 FEET SOUTH OF A
 BJ4980'12-INCH OAK TREE.
 BJ4980'
 BJ4980'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED KLEIN NO
 BJ4980'2 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4980'THAT IS FLUSH WITH THE GROUND SURFACE.  MARK IS 40.0 FEET SOUTHWEST
 BJ4980'OF A 12-INCH GUM TREE, 11.0 FEET EAST OF A FENCELINE AND 8.0 FEET
 BJ4980'NORTHEAST OF A 40-INCH OAK TREE.
 BJ4980'
 BJ4980'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BJ4980'
 BJ4980'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO A GARDEN AND TREES
 BJ4980'ON LINE.
 BJ4980'
 BJ4980'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
 BJ4980
 BJ4980                          STATION RECOVERY (1973)
 BJ4980
 BJ4980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4980'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO HEAVY BRUSH ON LINE.
 BJ4980'
 BJ4980'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE
 BJ4980'IN GOOD CONDITION.  DUE TO SOME CHANGES A NEW DESCRIPTION FOLLOWS.
 BJ4980'
 BJ4980'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF BATON ROUGE AND
 BJ4980'4-1/2 MILES NORTHWEST OF PRAIRIEVILLE IN THE SOUTHWEST PART OF
 BJ4980'SECTION 63, T 8 S, R 2 E, ON THE PROPERTY OF MRS. ERNEST DEGROMMOND,
 BJ4980'354 ALBERT HART DRIVE, BATON ROUGE, LOUISIANA.
 BJ4980'
 BJ4980'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE
 BJ4980'HIGHWAY 42 ABOUT 8-1/2 MILES SOUTH OF THE JUNCTION OF US HIGHWAY 190
 BJ4980'AND US HIGHWAY 61 IN THE SOUTHEAST PART OF BATON ROUGE, GO
 BJ4980'SOUTHWEST AND WEST ON STATE HIGHWAY 42 FOR 1.25 MILES TO A RAILROAD
 BJ4980'CROSSING.  CONTINUE WESTERLY ON STATE HIGHWAY 42 FOR 0.25 MILE TO
 BJ4980'INTERSTATE HIGHWAY 10.  CONTINUE WEST ON STATE HIGHWAY 42 FOR
 BJ4980'0.15 MILE TO THE STATION ON THE LEFT.
 BJ4980'
 BJ4980'TO REACH THE AZIMUTH MARK (REFERENCE MARK 4) FROM THE STATION, GO
 BJ4980'WEST ON STATE HIGHWAY 42 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 BJ4980'
 BJ4980'THE STATION MARKS ARE STANDARD DISKS STAMPED KLEIN 1970.  THE SURFACE
 BJ4980'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 12
 BJ4980'INCHES BELOW THE GROUND SURFACE.  IT IS 104 FEET SOUTH-SOUTHEAST OF
 BJ4980'THE CENTER OF STATE HIGHWAY 42, 36 FEET NORTH-NORTHEAST OF A
 BJ4980'40-INCH OAK TREE AND 13 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 BJ4980'METAL GATE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 BJ4980'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4980'
 BJ4980'REFERENCE MARK 2, A STANDARD DISK STAMPED KLEIN NO 2 1970, IS SET IN
 BJ4980'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4980'WITH THE GROUND SURFACE.  IT IS 11 FEET NORTH-NORTHWEST OF A FENCE
 BJ4980'AND 10 FEET NORTH-NORTHEAST OF A 42-INCH OAK TREE.
 BJ4980'
 BJ4980'REFERENCE MARK 3, A STANDARD DISK STAMPED KLEIN 1970 NO 3 1973, IS
 BJ4980'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4980'FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET WEST-SOUTHWEST OF
 BJ4980'THE CENTER OF A DRIVEWAY AND 3 FEET EAST OF A FENCE CORNER.
 BJ4980'
 BJ4980'REFERENCE MARK 4, A STANDARD DISK STAMPED KLEIN 1970 NO 4 1973, IS
 BJ4980'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4980'FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET SOUTH OF THE CENTER
 BJ4980'OF STATE HIGHWAY 42, 4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 BJ4980'WITH SIGN AND 3 FEET NORTH OF A FENCE.
 BJ4980'
 BJ4980'REFERENCE MARK 1 WAS DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 BJ4980'
 BJ4980'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4980'
 BJ4980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES NORTH-
 BJ4980'WEST OF PRAIRIEVILLE.
 BJ4980
 BJ4980                          STATION RECOVERY (1975)
 BJ4980
 BJ4980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RT)
 BJ4980'(NO MEASUREMENT WAS MADE BETWEEN RMS, HEAVY BRUSH ON LINE.)
 BJ4980'
 BJ4980'THE STATION WAS VISITED ON 3-6-75 AND THE STATION, REFERENCE MARK 2,
 BJ4980'REFERENCE MARK 3 AND REFERENCE MARK 4 (AZIMUTH MARK) WERE FOUND TO
 BJ4980'BE IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE.
 BJ4980'
 BJ4980'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4980'
 BJ4980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHEAST
 BJ4980'OF DOWNTOWN B. ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2851 ***********************************************************************
 BK2851  DESIGNATION -  KLINE
 BK2851  PID         -  BK2851
 BK2851  STATE/COUNTY-  LA/ACADIA
 BK2851  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2851
 BK2851                         *CURRENT SURVEY CONTROL
 BK2851  ___________________________________________________________________
 BK2851* NAD 83(1992)-  30 28 46.07422(N)    092 24 47.20828(W)     ADJUSTED  
 BK2851* NAVD 88     -        12.76   (+/-2cm)      41.9    (feet)  VERTCON   
 BK2851  ___________________________________________________________________
 BK2851  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2851  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2851
 BK2851  HORZ ORDER  -  SECOND
 BK2851  VERT ORDER  -  THIRD ? (See Below)
 BK2851
 BK2851.The horizontal coordinates were established by classical geodetic methods
 BK2851.and adjusted by the National Geodetic Survey in January 1993..
 BK2851
 BK2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2851.The vertical order pertains to the NGVD 29 superseded value.
 BK2851
 BK2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2851
 BK2851.The geoid height was determined by GEOID03.
 BK2851
 BK2851;                    North         East     Units Scale Factor Converg.
 BK2851;SPC LA S     -   219,903.365   896,326.131   MT  0.99996052   -0 32 23.7
 BK2851;SPC LA S     -   721,466.29  2,940,696.65   sFT  0.99996052   -0 32 23.7
 BK2851;UTM  15      - 3,372,062.246   556,330.255   MT  0.99963914   +0 17 51.7
 BK2851
 BK2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2851!SPC LA S     -   1.00000230  x   0.99996052  =   0.99996282
 BK2851!UTM  15      -   1.00000230  x   0.99963914  =   0.99964144
 BK2851
 BK2851|---------------------------------------------------------------------|
 BK2851| PID    Reference Object                     Distance      Geod. Az  |
 BK2851|                                                           dddmmss.s |
 BK2851| BK2850 KLINE LDH 1969 A                     21.685 METERS 14849     |
 BK2851| CW1983 KLINE AZ MK                                        1762807.2 |
 BK2851| CW1985 KLINE RM 2                           15.593 METERS 17632     |
 BK2851| CW1984 KLINE RM 1                           13.782 METERS 35658     |
 BK2851|---------------------------------------------------------------------|
 BK2851
 BK2851                          SUPERSEDED SURVEY CONTROL
 BK2851
 BK2851  NAD 83(1986)-  30 28 46.09437(N)    092 24 47.20243(W) AD(       ) 2
 BK2851  NAD 27      -  30 28 45.37055(N)    092 24 46.72755(W) AD(       ) 2
 BK2851  NGVD 29 (07/19/86)   12.72   (m)           41.7    (f) LEVELING    3  
 BK2851
 BK2851.Superseded values are not recommended for survey control.
 BK2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2851.See file dsdata.txt to determine how the superseded data were derived.
 BK2851
 BK2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5633072062(NAD 83)
 BK2851_MARKER: DD = SURVEY DISK
 BK2851_SETTING: 0 = UNSPECIFIED SETTING
 BK2851
 BK2851  HISTORY     - Date     Condition        Report By
 BK2851  HISTORY     - 1969     MONUMENTED       LADH
 BK2851  HISTORY     - 20060306 GOOD             USPSQD
 BK2851
 BK2851                          STATION DESCRIPTION
 BK2851
 BK2851'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK2851'THE STATION IS LOCATED 1.26 MILES SOUTH OF EUNICE ON STATE HIGHWAY
 BK2851'13 AND 200.0 FEET SOUTH OF PARISH LINE IN THE NORTHEAST QUARTER OF
 BK2851'SECTION 37, T6S-R1W, AND ON PROPERTY OWNED BY THE LOUISIANA
 BK2851'DEPARTMENT OF HIGHWAYS.  IT IS 74.0 FEET WEST OF THE CENTERLINE OF
 BK2851'STATE HIGHWAY 13, 35.60 FEET NORTH OF THE PLANTATION OIL PIPELINE
 BK2851'COMPANY CROSSING, 191.50 FEET SOUTHEAST OF A CONCRETE STATE HIGHWAY
 BK2851'DEPARTMENT RIGHT OF WAY MARKER, 186.0 FEET SOUTHWEST OF THE SOUTH
 BK2851'END OF A SIDE DRAIN ON THE WEST SIDE OF STATE HIGHWAY 13, 215.0
 BK2851'FEET SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 13 AND
 BK2851'THE PARISH ROAD, AND 2.60 FEET EAST OF A METAL WITNESS POST AND
 BK2851'SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BK2851'GEODETIC SURVEY DISK, STAMPED KLINE 1969 PROJECTING 3 INCHES.
 BK2851'
 BK2851'REFERENCE MARK NO. 1 IS 45.21 FEET NORTH OF THE STATION.  IT IS
 BK2851'145.70 FEET SOUTH OF A STATE HIGHWAY CONCRETE RIGHT OF WAY MARKER,
 BK2851'76.80 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 13, 80.60 FEET
 BK2851'NORTH OF THE PIPELINE CROSSING, 125.0 FEET EAST OF THE EAST RAIL
 BK2851'OF THE ROCK ISLAND RAILROAD, AND 45.0 FEET NORTH OF THE WITNESS POST
 BK2851'AT THE STATION.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2851'COAST AND GEODETIC SURVEY DISK, STAMPED R. M. NO. 1 KLINE 1969,
 BK2851'PROJECTING 2 INCHES.
 BK2851'
 BK2851'REFERENCE MARK NO. 2 IS 51.17 FEET SOUTH OF THE STATION.  IT IS 51.20
 BK2851'FEET SOUTH OF THE WITNESS POST AT THE STATION, 71.0 FEET WEST OF THE
 BK2851'CENTERLINE OF STATE HIGHWAY 13, 17.0 FEET SOUTHEAST OF THE PIPELINE
 BK2851'CROSSING, AND APPROXIMATELY 120.0 FEET EAST OF THE EAST RAIL ON
 BK2851'THE ROCK ISLAND RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF
 BK2851'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED R. M. NO. 2
 BK2851'KLINE 1969, PROJECTING 2 INCHES.
 BK2851'
 BK2851'THE AZIMUTH MARK IS 0.27 MILE SOUTH OF THE STATION.  IT IS 2.20 FEET
 BK2851'SOUTH OF A METAL WITNESS POST AND SIGN, 59.75 FEET WEST OF THE
 BK2851'CENTERLINE OF STATE HIGHWAY 13, 106.0 FEET NORTHWEST OF THE NORTH
 BK2851'END OF A HEADWALL ON THE DRAIN UNDER STATE HIGHWAY 13, AND
 BK2851'APPROXIMATELY 102.0 FEET EAST OF THE EAST RAIL ON THE ROCK ISLAND
 BK2851'RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 BK2851'AND GEODETIC SURVEY DISK, STAMPED AZ. MK. KLINE 1969, PROJECTING
 BK2851'3 INCHES.
 BK2851'
 BK2851'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BK2851'HIGHWAY 13 FOR 0.27 MILE TO THE MARK SET ON THE RIGHT NEAR A CROSS
 BK2851'DRAIN.
 BK2851'
 BK2851'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 190 AND
 BK2851'STATE HIGHWAY 13 IN EUNICE, DRIVE SOUTH ALONG STATE HIGHWAY 13 FOR
 BK2851'1.26 MILES TO THE STATION SET ON THE RIGHT NEAR THE PARISH LINE.
 BK2851'
 BK2851'CUT IN THE EAST WATER TANK IN EUNICE.  THE TANK IS ON U. S. HIGHWAY
 BK2851'190 NEAR THE RAILROAD.
 BK2851
 BK2851                          STATION RECOVERY (2006)
 BK2851
 BK2851'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 BK2851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2850 ***********************************************************************
 BK2850  DESIGNATION -  KLINE LDH 1969 A
 BK2850  PID         -  BK2850
 BK2850  STATE/COUNTY-  LA/ACADIA
 BK2850  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2850
 BK2850                         *CURRENT SURVEY CONTROL
 BK2850  ___________________________________________________________________
 BK2850* NAD 83(1992)-  30 28 45.47177(N)    092 24 46.78733(W)     ADJUSTED  
 BK2850* NAVD 88     -        12.33   (+/-2cm)      40.5    (feet)  VERTCON   
 BK2850  ___________________________________________________________________
 BK2850  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2850  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2850
 BK2850  HORZ ORDER  -  SECOND
 BK2850  VERT ORDER  -  THIRD ? (See Below)
 BK2850
 BK2850.The horizontal coordinates were established by classical geodetic methods
 BK2850.and adjusted by the National Geodetic Survey in January 1993..
 BK2850
 BK2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2850.The vertical order pertains to the NGVD 29 superseded value.
 BK2850
 BK2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2850
 BK2850.The geoid height was determined by GEOID03.
 BK2850
 BK2850;                    North         East     Units Scale Factor Converg.
 BK2850;SPC LA S     -   219,884.709   896,337.183   MT  0.99996049   -0 32 23.4
 BK2850;SPC LA S     -   721,405.08  2,940,732.91   sFT  0.99996049   -0 32 23.4
 BK2850;UTM  15      - 3,372,043.759   556,341.575   MT  0.99963916   +0 17 51.9
 BK2850
 BK2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2850!SPC LA S     -   1.00000236  x   0.99996049  =   0.99996285
 BK2850!UTM  15      -   1.00000236  x   0.99963916  =   0.99964152
 BK2850
 BK2850:                Primary Azimuth Mark                     Grid Az
 BK2850:SPC LA S     -  SAVOY                                    090 01 53.2
 BK2850:UTM  15      -  SAVOY                                    089 11 37.9
 BK2850
 BK2850|---------------------------------------------------------------------|
 BK2850| PID    Reference Object                     Distance      Geod. Az  |
 BK2850|                                                           dddmmss.s |
 BK2850| BK2848 SAVOY                               APPROX. 2.9 KM 0892929.8 |
 BK2850| BK2851 KLINE                                21.685 METERS 32849     |
 BK2850|---------------------------------------------------------------------|
 BK2850
 BK2850                          SUPERSEDED SURVEY CONTROL
 BK2850
 BK2850  NAD 83(1986)-  30 28 45.49191(N)    092 24 46.78148(W) AD(       ) 2
 BK2850  NAD 27      -  30 28 44.76809(N)    092 24 46.30661(W) AD(       ) 2
 BK2850  NGVD 29 (07/19/86)   12.29   (m)           40.3    (f) LEVELING    3  
 BK2850
 BK2850.Superseded values are not recommended for survey control.
 BK2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2850.See file dsdata.txt to determine how the superseded data were derived.
 BK2850
 BK2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5634272044(NAD 83)
 BK2850_MARKER: W = UNMONUMENTED
 BK2850
 BK2850  HISTORY     - Date     Condition        Report By
 BK2850  HISTORY     - 1969     MONUMENTED       CGS
 BK2850  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BK2850
 BK2850                          STATION DESCRIPTION
 BK2850
 BK2850'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BK2850'RECOVERED AS DESCRIBED.
 BK2850
 BK2850                          STATION RECOVERY (2004)
 BK2850
 BK2850'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2850'MARK NOT FOUND.  THE TANK NO LONGER EXISTS. THE AREA NOW HAS A CLECO
 BK2850'SUBSTATION IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4752 ***********************************************************************
 BJ4752  DESIGNATION -  KNIGHT
 BJ4752  PID         -  BJ4752
 BJ4752  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4752  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4752
 BJ4752                         *CURRENT SURVEY CONTROL
 BJ4752  ___________________________________________________________________
 BJ4752* NAD 83(1992)-  30 34 01.20301(N)    091 07 54.46569(W)     ADJUSTED  
 BJ4752* NAVD 88     -        20.9    (meters)      69.     (feet)  VERTCON   
 BJ4752  ___________________________________________________________________
 BJ4752  X           -    -108,569.495 (meters)                     COMP
 BJ4752  Y           -  -5,495,482.050 (meters)                     COMP
 BJ4752  Z           -   3,224,649.211 (meters)                     COMP
 BJ4752  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4752  ELLIP HEIGHT-          -6.19  (meters)          (11/16/93) GPS OBS
 BJ4752  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4752
 BJ4752  HORZ ORDER  -  FIRST
 BJ4752  ELLP ORDER  -  FOURTH    CLASS II
 BJ4752
 BJ4752.The horizontal coordinates were established by classical geodetic methods
 BJ4752.and adjusted by the National Geodetic Survey in January 1993..
 BJ4752
 BJ4752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4752
 BJ4752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4752
 BJ4752.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4752
 BJ4752.The ellipsoidal height was determined by GPS observations
 BJ4752.and is referenced to NAD 83.
 BJ4752
 BJ4752.The geoid height was determined by GEOID03.
 BJ4752
 BJ4752;                    North         East     Units Scale Factor Converg.
 BJ4752;SPC LA S     -   229,135.912 1,019,333.587   MT  0.99997441   +0 06 02.8
 BJ4752;SPC LA S     -   751,756.74  3,344,263.61   sFT  0.99997441   +0 06 02.8
 BJ4752;UTM  15      - 3,383,102.137   679,166.286   MT  0.99999601   +0 57 01.2
 BJ4752
 BJ4752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4752!SPC LA S     -   1.00000097  x   0.99997441  =   0.99997538
 BJ4752!UTM  15      -   1.00000097  x   0.99999601  =   0.99999698
 BJ4752
 BJ4752|---------------------------------------------------------------------|
 BJ4752| PID    Reference Object                     Distance      Geod. Az  |
 BJ4752|                                                           dddmmss.s |
 BJ4752| CW1987 KNIGHT RM 1                          41.642 METERS 12300     |
 BJ4752| CW1986 KNIGHT AZ MK                                       1734241.2 |
 BJ4752| CW1988 KNIGHT RM 2                          45.062 METERS 21644     |
 BJ4752|---------------------------------------------------------------------|
 BJ4752
 BJ4752                          SUPERSEDED SURVEY CONTROL
 BJ4752
 BJ4752  NAD 83(1986)-  30 34 01.22106(N)    091 07 54.46292(W) AD(       ) 1
 BJ4752  NAD 27      -  30 34 00.54599(N)    091 07 54.07886(W) AD(       ) 1
 BJ4752  NGVD 29 (11/16/93)   20.9    (m)           69.     (f) GPS OBS        
 BJ4752
 BJ4752.Superseded values are not recommended for survey control.
 BJ4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4752.See file dsdata.txt to determine how the superseded data were derived.
 BJ4752
 BJ4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7916683102(NAD 83)
 BJ4752_MARKER: DD = SURVEY DISK
 BJ4752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4752_SP_SET: CONCRETE POST
 BJ4752_STAMPING: KNIGHT 1970
 BJ4752_MARK LOGO: CGS   
 BJ4752_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ4752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4752+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1992
 BJ4752
 BJ4752  HISTORY     - Date     Condition        Report By
 BJ4752  HISTORY     - 1970     MONUMENTED       NGS
 BJ4752  HISTORY     - 1970     GOOD             NGS
 BJ4752  HISTORY     - 1975     GOOD             NGS
 BJ4752  HISTORY     - 19921114 GOOD             NOS
 BJ4752
 BJ4752                          STATION DESCRIPTION
 BJ4752
 BJ4752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4752'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF BATON ROUGE,
 BJ4752'6 MILES NORTHWEST OF CENTRAL, 2.5 MILES SOUTHEAST OF BAKER AND ON
 BJ4752'THE PROPERTY OF THE KNIGHTS OF COLUMBUS, COUNCIL 4085, 13167 PLANK
 BJ4752'ROAD, BAKER, LOUISIANA 70714.
 BJ4752'
 BJ4752'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67 AND 423
 BJ4752'NORTH OF BATON ROUGE, GO NORTH ON STATE HIGHWAY 67 FOR 0.4 MILE TO A
 BJ4752'DRIVEWAY AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH ON STATE
 BJ4752'HIGHWAY 67 FOR 0.25 MILE TO THE KNIGHTS OF COLUMBUS BUILDING AND
 BJ4752'THE STATION ON THE WEST SIDE OF THE BUILDING.
 BJ4752'
 BJ4752'THE STATION MARK IS A STANDARD DISK, STAMPED KNIGHT 1970, SET IN THE
 BJ4752'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4752'THE GROUND SURFACE.  IT IS 142 FEET NORTHWEST OF THE SOUTHWEST
 BJ4752'CORNER OF THE KNIGHT OF COLUMBUS BUILDING, 65.5 FEET
 BJ4752'NORTH-NORTHWEST OF AN 30-INCH TREE AND 36 FEET SOUTH OF A METAL
 BJ4752'WITNESS POST.
 BJ4752'
 BJ4752'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KNIGHT NO 1 1970, SET IN
 BJ4752'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4752'WITH THE GROUND SURFACE.  IT IS 81.5 FEET EAST OF THE 30-INCH TREE,
 BJ4752'56 FEET NORTH OF THE CENTER OF A PAVED ROAD, 6 FEET WEST OF THE
 BJ4752'SOUTHWEST CORNER OF THE BUILDING AND 1 FOOT SOUTHWEST OF A POWER
 BJ4752'POLE WITH A TRANSFORMER.
 BJ4752'
 BJ4752'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KNIGHT NO 2 1970, SET IN
 BJ4752'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4752'WITH THE GROUND SURFACE.  IT IS 213 FEET WEST-SOUTHWEST OF THE
 BJ4752'SOUTHWEST CORNER OF THE BUILDING, 139 FEET SOUTHWEST OF THE
 BJ4752'30-INCH TREE, 10 FEET NORTH OF THE CENTER OF A CATTLE GUARD AND
 BJ4752'PAVED ROAD, 1 FOOT NORTHEAST OF A CORNER FENCE POST AND 1 FOOT
 BJ4752'EAST OF A CHAIN LINK FENCE.
 BJ4752'
 BJ4752'AZIMUTH MARK IS A STANDARD DISK, STAMPED KNIGHT 1970, SET IN THE TOP
 BJ4752'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4752'GROUND SURFACE.  IT IS 52 FEET EAST OF THE CENTERLINE OF STATE
 BJ4752'HIGHWAY 67, 31 FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED
 BJ4752'DRIVEWAY, 15.5 FEET SOUTH-SOUTHWEST OF A CORNER FENCE POST, 2 FEET
 BJ4752'WEST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BJ4752'
 BJ4752'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ4752
 BJ4752                          STATION RECOVERY (1970)
 BJ4752
 BJ4752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ4752'RECOVERED IN GOOD CONDITION.
 BJ4752
 BJ4752                          STATION RECOVERY (1975)
 BJ4752
 BJ4752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BJ4752'THE STATION WAS VISITED 2-20-75 AND ALL MARKS WERE FOUND IN GOOD
 BJ4752'CONDITION.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS
 BJ4752'CHECKED SATISFACTORLY.  THE BAKER, NEW MUNI WATER TANK AND THE
 BJ4752'BAKER WSLC RADIO MAST (SW 1 OF 4) WERE CUT IN OFF THE AZIMUTH MARK
 BJ4752'AT THIS DATE FOR ADDITIONAL AZIMUTHS AT THE STATION.  THE 1970
 BJ4752'DESCRIPTION IS ADEQUATE.
 BJ4752
 BJ4752                          STATION RECOVERY (1992)
 BJ4752
 BJ4752'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ4752'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NNE OF BATON ROUGE, 6 MI
 BJ4752'(9.7 KM) NW OF CENTRAL, 2.5 MI (4.0 KM) SE OF BAKER AND ON THE
 BJ4752'PROPERTY OF THE KNIGHTS OF COLUMBUS.
 BJ4752'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67 AND 423
 BJ4752'NORTH OF BATON ROUGE, GO NORTH ON STATE HIGHWAY 67 FOR 0.4 MI
 BJ4752'(0.6 KM) TO A DRIVEWAY AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BJ4752'NORTH ON STATE HIGHWAY 67 FOR 0.25 MI (0.40 KM) TO THE KNIGHTS OF
 BJ4752'COLUMBUS BUILDING AND THE STATION ON THE WEST SIDE OF THE BUILDING.
 BJ4752'THE STATION IS A STANDARD DISK STAMPED ---KNIGHT 1970--- SET IN THE
 BJ4752'TOP OF A 12 IN ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND 142 FT
 BJ4752'(43.3 M) NW OF THE SW CORNER OF THE KNIGHT OF COLUMBUS BUILDING, 65.5
 BJ4752'FT (20.0 M) NNW OF A 30 IN TREE AND 36 FT (11.0 M) SOUTH OF A METAL
 BJ4752'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2178 ***********************************************************************
 CP2178  DESIGNATION -  KNOWLES BOLT
 CP2178  PID         -  CP2178
 CP2178  STATE/COUNTY-  LA/WEST CARROLL
 CP2178  USGS QUAD   -  GOODWILL (1988)
 CP2178
 CP2178                         *CURRENT SURVEY CONTROL
 CP2178  ___________________________________________________________________
 CP2178* NAD 83(1986)-  32 46 11.     (N)    091 35 30.     (W)     SCALED    
 CP2178* NAVD 88     -        27.53   (+/-2cm)      90.3    (feet)  VERTCON   
 CP2178  ___________________________________________________________________
 CP2178  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CP2178
 CP2178  VERT ORDER  -  ? (See Below)
 CP2178
 CP2178.The horizontal coordinates were scaled from a topographic map and have
 CP2178.an estimated accuracy of +/- 6 seconds.
 CP2178
 CP2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2178.The vertical order pertains to the NGVD 29 superseded value.
 CP2178
 CP2178.The geoid height was determined by GEOID03.
 CP2178
 CP2178;                    North         East    Units  Estimated Accuracy
 CP2178;SPC LA N     -   252,020.    1,085,110.      MT  (+/- 180 meters Scaled)
 CP2178
 CP2178                          SUPERSEDED SURVEY CONTROL
 CP2178
 CP2178  NGVD 29 (??/??/92)   27.604  (m)           90.56   (f) ADJ UNCH    ?  
 CP2178
 CP2178.Superseded values are not recommended for survey control.
 CP2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2178.See file dsdata.txt to determine how the superseded data were derived.
 CP2178
 CP2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS319266(NAD 83)
 CP2178_MARKER: B = BOLT
 CP2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2178_SP_SET: STONE
 CP2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2178+STABILITY: SURFACE MOTION
 CP2178
 CP2178  HISTORY     - Date     Condition        Report By
 CP2178  HISTORY     - UNK      MONUMENTED       DOD
 CP2178  HISTORY     - 1934     GOOD             DOD
 CP2178
 CP2178                          STATION DESCRIPTION
 CP2178
 CP2178'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2178'14.5 MI SW FROM OAK GROVE.
 CP2178'P.B.M. KNOWLES IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 14.5
 CP2178'MILES SOUTHWEST OF OAK GROVE, WEST CARROLL PARISH, LA., SEC. 30, T 21
 CP2178'N., R 9 E., ON PROPERTY OF L.W. KNOWLES AND SITS IN YARDS OF KNOWLES
 CP2178'CAMP GROUND (ALL TREES ARE WHITE WASHED).  1,180 FEET EAST OF EAST END
 CP2178'OF BOEUF RIVER BRIDGE.  83 FEET SOUTH OF CENTER LINE OF HIGHWAY NO.
 CP2178'11.  22 FEET FROM  BLAZED 48-INCH WHITE OAK AND 17.5 FEET FROM BLAZED
 CP2178'40-INCH WHITE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2177 ***********************************************************************
 CP2177  DESIGNATION -  KNOWLES CAP
 CP2177  PID         -  CP2177
 CP2177  STATE/COUNTY-  LA/WEST CARROLL
 CP2177  USGS QUAD   -  GOODWILL (1988)
 CP2177
 CP2177                         *CURRENT SURVEY CONTROL
 CP2177  ___________________________________________________________________
 CP2177* NAD 83(1986)-  32 46 10.     (N)    091 35 30.     (W)     SCALED    
 CP2177* NAVD 88     -        28.781  (meters)      94.43   (feet)  ADJUSTED  
 CP2177  ___________________________________________________________________
 CP2177  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CP2177  DYNAMIC HT  -          28.750 (meters)      94.32  (feet)  COMP
 CP2177  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 CP2177
 CP2177  VERT ORDER  -  SECOND    CLASS I
 CP2177
 CP2177.The horizontal coordinates were scaled from a topographic map and have
 CP2177.an estimated accuracy of +/- 6 seconds.
 CP2177
 CP2177.The orthometric height was determined by differential leveling
 CP2177.and adjusted by the National Geodetic Survey in July 1998..
 CP2177
 CP2177.The geoid height was determined by GEOID03.
 CP2177
 CP2177.The dynamic height is computed by dividing the NAVD 88
 CP2177.geopotential number by the normal gravity value computed on the
 CP2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2177.degrees latitude (g = 980.6199 gals.).
 CP2177
 CP2177.The modeled gravity was interpolated from observed gravity values.
 CP2177
 CP2177;                    North         East    Units  Estimated Accuracy
 CP2177;SPC LA N     -   251,990.    1,085,110.      MT  (+/- 180 meters Scaled)
 CP2177
 CP2177                          SUPERSEDED SURVEY CONTROL
 CP2177
 CP2177  NGVD 29 (??/??/92)   28.841  (m)           94.62   (f) ADJ UNCH    2 1
 CP2177
 CP2177.Superseded values are not recommended for survey control.
 CP2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2177.See file dsdata.txt to determine how the superseded data were derived.
 CP2177
 CP2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS319266(NAD 83)
 CP2177_MARKER: P = PIPE CAP
 CP2177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2177_SP_SET: SHALLOW-SET PIPE
 CP2177_MARK LOGO: DOD   
 CP2177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2177
 CP2177  HISTORY     - Date     Condition        Report By
 CP2177  HISTORY     - UNK      MONUMENTED       DOD
 CP2177  HISTORY     - 1934     GOOD             DOD
 CP2177  HISTORY     - 1986     GOOD             LADTD
 CP2177
 CP2177                          STATION DESCRIPTION
 CP2177
 CP2177'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2177'14.5 MI SW FROM OAK GROVE.
 CP2177'P.B.M. KNOWLES IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 14.5
 CP2177'MILES SOUTHWEST OF OAK GROVE, WEST CARROLL PARISH, LA., SEC. 30, T 21
 CP2177'N., R 9 E., ON PROPERTY OF L.W. KNOWLES AND SITS IN YARD OF KNOWLES
 CP2177'CAMP GROUND (ALL TREES ARE WHITE WASHED).  1,180 FEET EAST OF EAST END
 CP2177'OF BOEUF RIVER BRIDGE.  83 FEET SOUTH CENTER LINE OF HIGHWAY NO. 11.
 CP2177'22 FEET FROM BLAZED 48-INCH WHITE OAK AND 17.5 FEET FROM BLAZED
 CP2177'40-INCH WHITE OAK TREE.
 CP2177
 CP2177                          STATION RECOVERY (1986)
 CP2177
 CP2177'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4519 ***********************************************************************
 BJ4519  DESIGNATION -  KOENIG
 BJ4519  PID         -  BJ4519
 BJ4519  STATE/COUNTY-  LA/ASCENSION
 BJ4519  USGS QUAD   -  PRAIRIEVILLE (1995)
 BJ4519
 BJ4519                         *CURRENT SURVEY CONTROL
 BJ4519  ___________________________________________________________________
 BJ4519* NAD 83(1992)-  30 16 03.25991(N)    090 56 33.28334(W)     ADJUSTED  
 BJ4519* NAVD 88     -         4.6  **(meters)      15.   **(feet)  VERTCON   
 BJ4519  **This station is located in a subsidence area (see below).
 BJ4519  ___________________________________________________________________
 BJ4519  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4519  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ4519
 BJ4519  HORZ ORDER  -  FIRST
 BJ4519
 BJ4519.The horizontal coordinates were established by classical geodetic methods
 BJ4519.and adjusted by the National Geodetic Survey in January 1993..
 BJ4519
 BJ4519 ** The orthometric height has not been validated since last determined
 BJ4519 ** by differential leveling and should not be used for control purposes.
 BJ4519 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4519 ** area with valid NAVD 88 orthometric heights.
 BJ4519 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4519 ** epoch indicated which incorporates improved geoid heights for the
 BJ4519 ** Southern Louisiana Subsidence area.
 BJ4519 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4519
 BJ4519.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4519
 BJ4519.The geoid height was determined by GEOID03.
 BJ4519
 BJ4519;                    North         East     Units Scale Factor Converg.
 BJ4519;SPC LA S     -   195,990.059 1,037,598.447   MT  0.99993654   +0 11 43.4
 BJ4519;SPC LA S     -   643,010.72  3,404,187.57   sFT  0.99993654   +0 11 43.4
 BJ4519;UTM  15      - 3,350,226.728   697,920.106   MT  1.00008329   +1 02 14.5
 BJ4519
 BJ4519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4519!SPC LA S     -   1.00000350  x   0.99993654  =   0.99994004
 BJ4519!UTM  15      -   1.00000350  x   1.00008329  =   1.00008679
 BJ4519
 BJ4519|---------------------------------------------------------------------|
 BJ4519| PID    Reference Object                     Distance      Geod. Az  |
 BJ4519|                                                           dddmmss.s |
 BJ4519| BJ4524 KOENIG 1973 RM 3                    253.274 METERS 00439     |
 BJ4519| BJ4525 T P 1 LADH 1979                     197.203 METERS 00439     |
 BJ4519| CW1989 KOENIG RM 1                          35.720 METERS 03816     |
 BJ4519| BJ4433 ST AMANT                            APPROX.10.6 KM 1045322.2 |
 BJ4519| BJ4435 ST AMANT L AND A RWY MICROWAVE      APPROX. 8.7 KM 1210925.7 |
 BJ4519| BJ4489 BRITTANY BELL TEL MICROWAVE         APPROX. 8.3 KM 1394932.1 |
 BJ4519| BJ4492 GONZALES MUN TANK                   APPROX. 4.6 KM 1491029.5 |
 BJ4519| CW1990 KOENIG RM 2                          37.128 METERS 14933     |
 BJ4519| BJ4496 GONZALES N MUN TANK                 APPROX. 4.1 KM 1532442.6 |
 BJ4519|---------------------------------------------------------------------|
 BJ4519
 BJ4519                          SUPERSEDED SURVEY CONTROL
 BJ4519
 BJ4519  NAD 83(1986)-  30 16 03.27692(N)    090 56 33.28275(W) AD(       ) 1
 BJ4519  NAD 27      -  30 16 02.57561(N)    090 56 32.92420(W) AD(       ) 1
 BJ4519  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 BJ4519
 BJ4519.Superseded values are not recommended for survey control.
 BJ4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4519.See file dsdata.txt to determine how the superseded data were derived.
 BJ4519
 BJ4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9792050227(NAD 83)
 BJ4519_MARKER: DS = TRIANGULATION STATION DISK
 BJ4519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4519
 BJ4519  HISTORY     - Date     Condition        Report By
 BJ4519  HISTORY     - 1973     MONUMENTED       NGS
 BJ4519
 BJ4519                          STATION DESCRIPTION
 BJ4519
 BJ4519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4519'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF BRIGNAC, 2.5 MILES
 BJ4519'NORTHWEST OF GONZALES, 0.2 MILE WEST OF U.S. HIGHWAY 61, AT THE
 BJ4519'SMALL VILLAGE OF DUPLESSIS AND ON PROPERTY OWNED BY MR. AUGUST
 BJ4519'KOENIG, P.O.  BOX 741, DUPLESSIS, LOUISIANA, PHONE NUMBER 644-4491.
 BJ4519'
 BJ4519'TO REACH THE STATION FROM THE POST OFFICE IN DUPLESSIS, AT THE
 BJ4519'JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 621, GO WEST ON STATE
 BJ4519'HIGHWAY 621 FOR 0.05 MILE TO A DRIVEWAY ON THE LEFT.  (REFERENCE
 BJ4519'MARK 3 IS LOCATED ABOUT 200 FEET NORTHWEST OF THE JUNCTION OF U.S.
 BJ4519'HIGHWAY 61 AND STATE HIGHWAY 621 IN THE HEADWALL OF A CONCRETE
 BJ4519'CULVERT ON THE WEST SIDE OF U.S. HIGHWAY 61.) TURN LEFT AND GO
 BJ4519'SOUTHERLY ON THE DRIVEWAY FOR 0.1 MILE TO A GATE SOUTHWEST OF
 BJ4519'THE KOENIG HOME.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON
 BJ4519'THE GRASS LANE FOR 0.1 MILE, THENCE RIGHT, WESTERLY FOR 0.05
 BJ4519'MILE TO A FENCE AND THE STATION AS DESCRIBED--
 BJ4519'
 BJ4519'THE STATION MARKS ARE STANDARD DISKS STAMPED KOENIG 1973, THE SURFACE
 BJ4519'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BJ4519'12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 BJ4519'27 FEET SOUTH OF A 10-INCH PINE TREE AND 19 FEET EAST OF A FENCE.
 BJ4519'THE UNDERGROUND DISK WAS SET ABOUT 38 INCHES BELOW THE GROUND
 BJ4519'SURFACE.
 BJ4519'
 BJ4519'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KOENIG NO 1 1973, SET IN
 BJ4519'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ4519'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 138 FEET SOUTH OF THE
 BJ4519'WEST GATE POST ON THE GRASS LANE AND 15 FEET WEST OF THE CENTER OF
 BJ4519'THE GRASS LANE.
 BJ4519'
 BJ4519'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KOENIG NO 2 1973, SET IN
 BJ4519'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ4519'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET WEST OF THE
 BJ4519'CENTER OF THE GRASS LANE AND 1 FOOT EAST OF A FENCE.
 BJ4519'
 BJ4519'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KOENIG NO 3 1973, SET IN
 BJ4519'A DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT ON THE WEST SIDE
 BJ4519'OF U.S. HIGHWAY 61.  IT IS 31 FEET SOUTHEAST OF THE CENTER OF A
 BJ4519'DRIVEWAY, 25 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 BJ4519'U.S.  HIGHWAY 61 AND 4 FEET EAST OF A METAL WITNESS POST WITH
 BJ4519'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2930 ***********************************************************************
 BX2930  DESIGNATION -  KOONCE
 BX2930  PID         -  BX2930
 BX2930  STATE/COUNTY-  LA/VERNON
 BX2930  USGS QUAD   -  LITTLE SANDY CREEK (1967)
 BX2930
 BX2930                         *CURRENT SURVEY CONTROL
 BX2930  ___________________________________________________________________
 BX2930* NAD 83(1992)-  31 14 58.18087(N)    093 29 42.48280(W)     ADJUSTED  
 BX2930* NAVD 88     -       140.8    (meters)     462.     (feet)  VERTCON   
 BX2930  ___________________________________________________________________
 BX2930  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 BX2930  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BX2930
 BX2930  HORZ ORDER  -  FIRST
 BX2930
 BX2930.The horizontal coordinates were established by classical geodetic methods
 BX2930.and adjusted by the National Geodetic Survey in January 1993..
 BX2930
 BX2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2930
 BX2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2930
 BX2930.The geoid height was determined by GEOID03.
 BX2930
 BX2930;                    North         East     Units Scale Factor Converg.
 BX2930;SPC LA N     -    83,536.823   905,211.807   MT  0.99998225   -0 31 34.1
 BX2930;SPC LA N     -   274,070.39  2,969,849.07   sFT  0.99998225   -0 31 34.1
 BX2930;SPC TX C     - 3,195,477.271 1,350,889.603   MT  0.99989108   +3 31 19.5
 BX2930;SPC TX C     -10,483,828.35  4,432,043.64   sFT  0.99989108   +3 31 19.5
 BX2930;UTM  15      - 3,457,358.425   452,854.738   MT  0.99962741   -0 15 24.7
 BX2930
 BX2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2930!SPC LA N     -   0.99998214  x   0.99998225  =   0.99996439
 BX2930!SPC TX C     -   0.99998214  x   0.99989108  =   0.99987322
 BX2930!UTM  15      -   0.99998214  x   0.99962741  =   0.99960956
 BX2930
 BX2930:                Primary Azimuth Mark                     Grid Az
 BX2930:SPC LA N     -  HORNBECK LOT                             044 30 35.6
 BX2930:SPC TX C     -  HORNBECK LOT                             040 27 42.0
 BX2930:UTM  15      -  HORNBECK LOT                             044 14 26.2
 BX2930
 BX2930|---------------------------------------------------------------------|
 BX2930| PID    Reference Object                     Distance      Geod. Az  |
 BX2930|                                                           dddmmss.s |
 BX2930| BX2947 HORNBECK LOT                        APPROX. 8.5 KM 0435901.5 |
 BX2930| BX2946 HORNBECK KCS MICROWAVE KJN 85       APPROX. 8.5 KM 0444941.2 |
 BX2930| BX2942 HORNBECK ATT MICROWAVE KGP 71       APPROX.10.1 KM 0491641.6 |
 BX2930| CV7835 KOONCE RM 1                          27.835 METERS 19551     |
 BX2930| CV7834 KOONCE AZ MK                                       2781134.8 |
 BX2930| CV7836 KOONCE RM 2                          29.880 METERS 28652     |
 BX2930| BX2957 BEAVER                              APPROX.12.1 KM 3215427.3 |
 BX2930|---------------------------------------------------------------------|
 BX2930
 BX2930                          SUPERSEDED SURVEY CONTROL
 BX2930
 BX2930  NAD 83(1986)-  31 14 58.18791(N)    093 29 42.47972(W) AD(       ) 1
 BX2930  NAD 27      -  31 14 57.52337(N)    093 29 41.85787(W) AD(       ) 1
 BX2930  NGVD 29 (07/19/86)  140.9    (m)          462.     (f) VERT ANG       
 BX2930
 BX2930.Superseded values are not recommended for survey control.
 BX2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2930.See file dsdata.txt to determine how the superseded data were derived.
 BX2930
 BX2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5285557358(NAD 83)
 BX2930_MARKER: DS = TRIANGULATION STATION DISK
 BX2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2930
 BX2930  HISTORY     - Date     Condition        Report By
 BX2930  HISTORY     - 1972     MONUMENTED       NGS
 BX2930
 BX2930                          STATION DESCRIPTION
 BX2930
 BX2930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2930'NO MEASUREMENT BETWEEN RMS DUE TO TREES AND UNDERBRUSH ON LINE.
 BX2930'
 BX2930'THE STATION IS LOCATED ABOUT 15-1/2 MILES NORTHWEST OF LEESVILLE,
 BX2930'9 MILES WEST OF ANACOCO AND 7-1/2 MILES SOUTHWEST OF HORNBECK.  IT
 BX2930'IS ON A LOW, PROMINENT NORTH-SOUTH RIDGE THAT IS IN THE SOUTHEAST
 BX2930'QUARTER OF SECTION 9, T 3 N, R 11 W.  IT IS ON LAND OWNED BY BOISE
 BX2930'SOUTHERN, POST OFFICE BOX 1000, DERIDDER, LOUISIANA.
 BX2930'
 BX2930'TO REACH THE STATION FROM THE JUNCTION OF U. S. 171 AND STATE HIGHWAY
 BX2930'392 IN HORNBECK, GO WEST AND SOUTH ON STATE HIGHWAY 392 FOR 9 MILES
 BX2930'TO THE NORTH JUNCTION OF STATE HIGHWAYS 392 AND 111.  TURN RIGHT
 BX2930'AND GO SOUTHERLY ON STATE HIGHWAYS 392 AND 111 FOR 5.5 MILES TO THE
 BX2930'SOUTH JUNCTION OF THESE HIGHWAYS, CONTINUE WEST ON STATE
 BX2930'HIGHWAY 392 FOR 0.35 MILE TO A GRADED SIDE ROAD RIGHT.  TURN RIGHT
 BX2930'AND GO NORTH AND EAST ON GRADED SAND ROAD FOR 1.0 MILE TO THE
 BX2930'JUNCTION WITH PIPELINE ROAD, CONTINUE NORTHERLY ON MAIN
 BX2930'TRAVELED ROAD FOR 2.0 MILES TO THE JUNCTION WITH SHOAT ROAD,
 BX2930'CONTINUE NORTH AND EAST ON MAIN TRAVELED ROAD FOR 0.85 MILE TO
 BX2930'THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF ROAD.  CONTINUE EAST
 BX2930'ON SAND ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT, SOUTH SIDE OF
 BX2930'ROAD AS DESCRIBED.
 BX2930'
 BX2930'STATION MARKS ARE STANDARD DISKS STAMPED KOONCE 1972.  THE SURFACE
 BX2930'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2930'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET
 BX2930'SOUTH OF THE APPROXIMATE CENTER OF SAND ROAD, 31 FEET WEST OF AN 18
 BX2930'INCH OAK TREE, 4.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 BX2930'SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BX2930'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2930'
 BX2930'REFERENCE MARK 1, A STANDARD DISK STAMPED KOONCE NO 1 1972, IS SET IN
 BX2930'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX2930'INCHES ABOVE THE GROUND SURFACE.  IT IS 57 FEET SOUTH-SOUTHWEST OF
 BX2930'A 20 INCH OAK TREE, 38 FEET WEST OF A 10 INCH PINE TREE AND 23 FEET
 BX2930'NORTHEAST OF A 6 INCH HICKORY TREE.
 BX2930'
 BX2930'REFERENCE MARK 2, A STANDARD DISK STAMPED KOONCE NO 2 1972, IS SET
 BX2930'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2930'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE
 BX2930'APPROXIMATE CENTER OF SAND ROAD, 16 FEET EAST OF A 6 INCH PINE
 BX2930'TREE AND 12 FEET NORTH OF A 16 INCH OAK TREE.
 BX2930'
 BX2930'THE AZIMUTH MARK, A STANDARD DISK STAMPED KOONCE 1972, IS SET IN THE
 BX2930'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BX2930'INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH OF A 6 INCH
 BX2930'PINE TREE, 27 FEET NORTH OF THE APPROXIMATE CENTER OF SAND
 BX2930'ROAD AND 1.4 FEET EAST OF A METAL WITNESS POST WITH SIGN
 BX2930'ATTACHED.
 BX2930'
 BX2930'NEAREST TOWN--7-1/2 MILES SW OF HORNBECK.
 BX2930'
 BX2930'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3113 ***********************************************************************
 AU3113  DESIGNATION -  KRAEMER WATER TANK
 AU3113  PID         -  AU3113
 AU3113  STATE/COUNTY-  LA/LAFOURCHE
 AU3113  USGS QUAD   -  KRAEMER (1980)
 AU3113
 AU3113                         *CURRENT SURVEY CONTROL
 AU3113  ___________________________________________________________________
 AU3113* NAD 83(1992)-  29 51 39.00485(N)    090 38 30.79191(W)     ADJUSTED  
 AU3113* NAVD 88     -                                                        
 AU3113  **This station is located in a subsidence area (see below).
 AU3113  ___________________________________________________________________
 AU3113  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AU3113  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AU3113
 AU3113  HORZ ORDER  -  THIRD
 AU3113
 AU3113.The horizontal coordinates were established by classical geodetic methods
 AU3113.and adjusted by the National Geodetic Survey in January 1993..
 AU3113
 AU3113 ** The orthometric height has not been validated since last determined
 AU3113 ** by differential leveling and should not be used for control purposes.
 AU3113 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3113 ** area with valid NAVD 88 orthometric heights.
 AU3113 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3113 ** epoch indicated which incorporates improved geoid heights for the
 AU3113 ** Southern Louisiana Subsidence area.
 AU3113 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3113
 AU3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3113
 AU3113.The geoid height was determined by GEOID03.
 AU3113
 AU3113;                    North         East     Units Scale Factor Converg.
 AU3113;SPC LA S     -   151,042.441 1,066,802.840   MT  0.99992871   +0 20 44.6
 AU3113;SPC LA S     -   495,545.08  3,500,002.32   sFT  0.99992871   +0 20 44.6
 AU3113;UTM  15      - 3,305,699.554   727,783.899   MT  1.00024021   +1 10 28.6
 AU3113
 AU3113                          SUPERSEDED SURVEY CONTROL
 AU3113
 AU3113  NAD 83(1986)-  29 51 39.02319(N)    090 38 30.79315(W) AD(       ) 4
 AU3113  NAD 27      -  29 51 38.27883(N)    090 38 30.47682(W) AD(       ) 3
 AU3113
 AU3113.Superseded values are not recommended for survey control.
 AU3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3113.See file dsdata.txt to determine how the superseded data were derived.
 AU3113
 AU3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2778405700(NAD 83)
 AU3113_MARKER: 53 = ELEVATED TANK
 AU3113
 AU3113  HISTORY     - Date     Condition        Report By
 AU3113  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3113
 AU3113                          STATION DESCRIPTION
 AU3113
 AU3113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3113'THE KRAEMER, WATER TANK IS LOCATED IN THE WEST EDGE OF KRAEMER ON
 AU3113'STATE HIGHWAY 307 AND IS OWNED BY LAFOURCHE PARISH WATER DISTRICT.
 AU3113'
 AU3113'IT IS A FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER
 AU3113'WITH BLACK LETTERING KRAEMER LAFOURCHE PARISH WATER DISTRICT AND HAS
 AU3113'AN OVERALL HEIGHT OF 150 FEET.
 AU3113'
 AU3113'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5263 ***********************************************************************
 BJ5263  DESIGNATION -  KROTZ
 BJ5263  PID         -  BJ5263
 BJ5263  STATE/COUNTY-  LA/ST LANDRY
 BJ5263  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ5263
 BJ5263                         *CURRENT SURVEY CONTROL
 BJ5263  ___________________________________________________________________
 BJ5263* NAD 83(1992)-  30 32 15.53847(N)    091 45 20.83643(W)     ADJUSTED  
 BJ5263* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 BJ5263  ___________________________________________________________________
 BJ5263  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5263  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ5263
 BJ5263  HORZ ORDER  -  FIRST
 BJ5263
 BJ5263.The horizontal coordinates were established by classical geodetic methods
 BJ5263.and adjusted by the National Geodetic Survey in January 1993..
 BJ5263
 BJ5263.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5263
 BJ5263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5263
 BJ5263.The geoid height was determined by GEOID03.
 BJ5263
 BJ5263;                    North         East     Units Scale Factor Converg.
 BJ5263;SPC LA S     -   225,939.794   959,461.772   MT  0.99996949   -0 12 40.4
 BJ5263;SPC LA S     -   741,270.81  3,147,834.16   sFT  0.99996949   -0 12 40.4
 BJ5263;UTM  15      - 3,379,022.252   619,353.812   MT  0.99977573   +0 37 56.2
 BJ5263
 BJ5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5263!SPC LA S     -   1.00000309  x   0.99996949  =   0.99997258
 BJ5263!UTM  15      -   1.00000309  x   0.99977573  =   0.99977882
 BJ5263
 BJ5263|---------------------------------------------------------------------|
 BJ5263| PID    Reference Object                     Distance      Geod. Az  |
 BJ5263|                                                           dddmmss.s |
 BJ5263| CW1992 KROTZ RM 1                           41.816 METERS 00739     |
 BJ5263| BJ5255 BOMER                               APPROX.15.2 KM 0821628.7 |
 BJ5263| CW1993 KROTZ RM 2                           32.632 METERS 25348     |
 BJ5263| CW1991 KROTZ AZ MK                                        3474026.7 |
 BJ5263|---------------------------------------------------------------------|
 BJ5263
 BJ5263                          SUPERSEDED SURVEY CONTROL
 BJ5263
 BJ5263  NAD 83(1986)-  30 32 15.55793(N)    091 45 20.83182(W) AD(       ) 1
 BJ5263  NAD 27      -  30 32 14.86000(N)    091 45 20.41700(W) AD(       ) 1
 BJ5263  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 BJ5263
 BJ5263.Superseded values are not recommended for survey control.
 BJ5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5263.See file dsdata.txt to determine how the superseded data were derived.
 BJ5263
 BJ5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1935479022(NAD 83)
 BJ5263_MARKER: DS = TRIANGULATION STATION DISK
 BJ5263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5263
 BJ5263  HISTORY     - Date     Condition        Report By
 BJ5263  HISTORY     - 1935     MONUMENTED       CGS
 BJ5263  HISTORY     - 1953     GOOD             LOCSUR
 BJ5263  HISTORY     - 1957     GOOD             CGS
 BJ5263  HISTORY     - 1966     GOOD             CGS
 BJ5263  HISTORY     - 1975     GOOD             NGS
 BJ5263
 BJ5263                          STATION DESCRIPTION
 BJ5263
 BJ5263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5263'IN THE TOWN OF KROTZ SPRINGS, ON THE GROUNDS OF THE KROTZ
 BJ5263'SPRINGS ELEMENTARY SCHOOL IN THE W EDGE OF THE TOWN, JUST
 BJ5263'N OF LITANIA BAYOU, AT THE SE CORNER OF THE SCHOOLYARD, 81
 BJ5263'FEET SE OF THE SE CORNER OF THE SCHOOLHOUSE, 200 FEET S OF
 BJ5263'THE CENTER LINE OF THE E-W STREET, 176 FEET S OF THE N SCHOOLYARD
 BJ5263'FENCE, 26 FEET E OF A 15-INCH CYPRESS TREE, 25 FEET NW OF THE
 BJ5263'SE CORNER POST OF THE SCHOOLYARD FENCE, 19 FEET W OF THE
 BJ5263'E FENCE, AND 19 FEET N OF THE S FENCE.
 BJ5263'
 BJ5263'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE
 BJ5263'THE MARK IS SET FLUSH
 BJ5263'WITH THE SURFACE OF THE GROUND.
 BJ5263'
 BJ5263'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5263'SET FLUSH WITH THE SURFACE, IS
 BJ5263'ON THE E SCHOOLYARD FENCE LINE, 117 FEET NE OF THE SE CORNER
 BJ5263'OF THE SCHOOLHOUSE, 63 FEET S OF THE CENTER LINE OF THE E-W
 BJ5263'STREET, 39 FEET S OF THE E GATEPOST, AND 137.19 FEET (41.81
 BJ5263'METERS) FROM THE STATION N 07 DEG 39 MIN E.
 BJ5263'
 BJ5263'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5263'SET FLUSH WITH THE SURFACE, IS
 BJ5263'80 FEET WSW OF THE 15-INCH CYPRESS TREE MENTIONED ABOVE,
 BJ5263'91 FEET SW OF THE SE CORNER OF THE SCHOOLHOUSE, 9 FEET W
 BJ5263'OF THE W EDGE OF THE CONCRETE WALK, 8 FEET NW OF AN 18-INCH
 BJ5263'CYPRESS TREE, 28 FEET NNW OF THE N END OF THE PEDESTRIAN BRIDGE
 BJ5263'THAT SPANS THE BAYOU, 205.30 FEET (62.57 METERS) SW OF THE
 BJ5263'REFERENCE MARK NO. 1, AND 107.06 FEET (32.63 METERS) FROM
 BJ5263'THE STATION S 73 DEG 48 MIN W.
 BJ5263'
 BJ5263'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5263'PROJECTS 8 INCHES AND IS 28 FEET
 BJ5263'W OF THE CENTER LINE OF A N-S GRADED DIRT ROAD, ABOUT 0.1
 BJ5263'MILE S OF STATE HIGHWAY 7, AND APPROXIMATELY 0.3 MILE FROM
 BJ5263'THE STATION N 12 DEG 20 MIN W.
 BJ5263
 BJ5263                          STATION RECOVERY (1953)
 BJ5263
 BJ5263'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953 (FMM)
 BJ5263'RECENTLY I HAD OCCASION TO USE THE STATION FOR CONTROL IN
 BJ5263'THE VICINITY OF KROTZ SPRINGS, LOUISIANA.  UPON EXAMINATION
 BJ5263'IN THE FIELD, I FOUND THAT THE KROTZ SPRINGS SCHOOL HAD
 BJ5263'BUILT AN ANNEX TO THE SCHOOL, LEAVING THE MONUMENT EXPOSED
 BJ5263'ONLY ABOUT 1 FT. FROM BENEATH THE BUILDING.  THIS BUILDING
 BJ5263'MAKES THE MONUMENT INACCESSIBLE FOR OCCUPATION WITH A TRANSIT.
 BJ5263'ALSO THE BUILDING HAS OBLITERATED THE LINE OF SIGHT BETWEEN
 BJ5263'THE MONUMENT AND THE AZIMUTH MARK, THEREBY MAKING THE MONUMENT
 BJ5263'OF NO VALUE TO THOSE WHO MAY HAVE OCCASION TO USE SAME.
 BJ5263
 BJ5263                          STATION RECOVERY (1957)
 BJ5263
 BJ5263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5263'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN
 BJ5263'GOOD CONDITION.  REFERENCE MARK 1 POSITION IS UNDERNEATH
 BJ5263'THE NEW SCHOOL ANNEX.  THE AZIMUTH MARK WAS DESTROYED BY
 BJ5263'MACHINERY CLEARING LAND.  THE MONUMENT WAS FOUND ON ITS SIDE.
 BJ5263'THE DISK WAS REMOVED BY THIS PARTY.  THE DISTANCE TO REFERENCE
 BJ5263'MARK 2 WAS VERIFIED AS CORRECT.  THE PUBLISHED DESCRIPTION
 BJ5263'IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 BJ5263'
 BJ5263'STATION IS LOCATED IN THE TOWN OF KROTZ SPRINGS, ON THE
 BJ5263'GROUNDS OF THE KROTZ SPRINGS ELEMENTARY SCHOOL IN THE WEST
 BJ5263'SIDE OF TOWN, JUST NORTH OF LITANIA BAYOU, IN THE SOUTH
 BJ5263'CENTRAL PART OF THE SCHOOL YARD.  IT IS 200 FT. S OF THE
 BJ5263'CENTERLINE OF THE EAST-WEST STREET, 176 FT. S OF THE N SCHOOLYARD
 BJ5263'FENCE, 81.0 FT. SE OF THE SE CORNER OF BRICK SCHOOL BUILDING,
 BJ5263'40.7 FT. N OF THE S SCHOOLYARD FENCE, 26.0 FT. E OF AN 18
 BJ5263'INCH CYPRESS TREE, AND 1.0 FT. S OF WOODEN SCHOOL BUILDING.
 BJ5263'IT IS A STANDARD DISK STAMPED, KROTZ 1935, SET IN THE TOP
 BJ5263'OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 BJ5263'INCHES ABOVE GROUND.
 BJ5263'
 BJ5263'REFERENCE MARK 2 IS 107.06 FT. (32.631 METERS) FROM THE STATION
 BJ5263'S 73 DEG 48 MIN W. IT IS 91 FT. S-SW OF THE SW CORNER
 BJ5263'OF BRICK SCHOOL BUILDING, 80 FT. W-SW OF 18 INCH CYPRESS
 BJ5263'TREE MENTIONED ABOVE, 28 FT. N-NW OF N END OF PEDESTRIAN
 BJ5263'BRIDGE THAT SPANS THE BAYOU, 9.0 FT. W OF THE W EDGE OF
 BJ5263'CONCRETE WALKWAY, AND 8.0 FT. NW OF 18 INCH CYPRESS TREE.
 BJ5263'A STANDARD DISK STAMPED, KROTZ NO 2 1935, SET IN THE TOP
 BJ5263'OF A 12 INCH SQUARE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 BJ5263'GROUND.
 BJ5263
 BJ5263                          STATION RECOVERY (1966)
 BJ5263
 BJ5263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ5263'STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED AND ARE IN
 BJ5263'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE 1 WERE NOT FOUND.
 BJ5263'ACCORDING TO THE 1957 RECOVERY NOTE OF THE STATION, THE AZIMUTH
 BJ5263'MARK WAS DESTROYED AND REFERENCE MARK NUMBER 1 IS BENEATH AN ANNEX
 BJ5263'TO THE ELEMENTARY SCHOOL.  THE ANNEX BUILDING IS STILL THERE.
 BJ5263'
 BJ5263'THE SCHOOL YARDS ON WHICH THE STATION IS ESTABLISHED, HAVE BEEN
 BJ5263'ENLARGED AND THE LITANIA BAYOU HAS BEEN FILLED IN.
 BJ5263'
 BJ5263'THE STATION MARK IS TOO CLOSE TO A SCHOOL BUILDING TO ERECT A STEEL
 BJ5263'TOWER OR SET UP A TRIPOD OVER THE MARK, THEREFORE A REFERENCE MARK
 BJ5263'NUMBER 3 WITH A SUBSURFACE DISK WAS ESTABLISHED AND OBSERVATIONS
 BJ5263'MADE FROM IT.  A NEW AZIMUTH MARK WAS ESTABLISHED FOR THE STATION.
 BJ5263'
 BJ5263'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 BJ5263'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  DISK IS
 BJ5263'STAMPED KROTZ 1935.  MARK IS 42 FEET EAST OF THE SOUTHEAST CORNER
 BJ5263'OF THE SCHOOL GYMNASIUM BUILDING, 25.9 FEET EAST OF A 24-INCH
 BJ5263'CYPRESS TREE AND 1 FOOT SOUTH OF THE SOUTH SIDE OF A WOOD SCHOOL
 BJ5263'BUILDING.
 BJ5263'
 BJ5263'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 BJ5263'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 BJ5263'OF THE GROUND.  DISK IS STAMPED KROTZ NO 2 1935.  MARK IS 43.0 FEET
 BJ5263'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOL GYMNASIUM
 BJ5263'BUILDING, 9.1 FEET WEST OF THE WEST EDGE OF A CONCRETE WALK AND
 BJ5263'8.1 FEET NORTHWEST OF A 30-INCH CYPRESS TREE, DISTANCE 32.641 METERS.
 BJ5263'
 BJ5263'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 BJ5263'TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES BELOW THE
 BJ5263'SURFACE OF THE GROUND.  DISK IS STAMPED KROTZ NO 3 1935 1966.  MARK
 BJ5263'IS 72.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GYMNASIUM
 BJ5263'BUILDING, 61.5 FEET SOUTHEAST OF A 24-INCH CYPRESS TREE AND 34.8
 BJ5263'FEET SOUTH OF THE SOUTH SIDE OF THE WOOD SCHOOL BUILDING,
 BJ5263'AT A DISTANCE OF 11.570 METERS.
 BJ5263'
 BJ5263'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 BJ5263'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 BJ5263'GROUND.  STAMPED KROTZ 1935 AZ 2 1966.  MARK IS ABOUT 0.2 MILE
 BJ5263'SOUTHEAST OF THE STATION, BETWEEN A PAVED STREET AND THE RAILROAD
 BJ5263'TRACK, 80 FEET SOUTH OF THE CENTER OF THE PAVED STREET, 80 FEET
 BJ5263'NORTH OF THE NORTH RAIL OF THE RAILROAD SIDING TRACK FROM A POINT
 BJ5263'ABOUT 30 FEET WEST OF A RAILROAD SWITCH AND ABOUT 50 FEET SOUTH
 BJ5263'OF A POWERLINE POLE NUMBER P 380, AT A DISTANCE OF 0.2 MILES.
 BJ5263
 BJ5263                          STATION RECOVERY (1975)
 BJ5263
 BJ5263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 BJ5263'THE STATION MARK AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BJ5263'A NEW SCHOOL BUILDING HAS BEEN BUILT OVER R.M. 3.  OTHER
 BJ5263'MARKS IN THE DESCRIPTION WERE NOT SEARCHED FOR AT THIS TIME.
 BJ5263'THE TO REACH IS ADEQUATE.
 BJ5263'
 BJ5263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 BJ5263'IN THE TOWN LIMITS OF KROTZ SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5264 ***********************************************************************
 BJ5264  DESIGNATION -  KROTZ 1935 AZ MK 2
 BJ5264  PID         -  BJ5264
 BJ5264  STATE/COUNTY-  LA/ST LANDRY
 BJ5264  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ5264
 BJ5264                         *CURRENT SURVEY CONTROL
 BJ5264  ___________________________________________________________________
 BJ5264* NAD 83(1992)-  30 32 09.51123(N)    091 45 13.21849(W)     ADJUSTED  
 BJ5264* NAVD 88     -         8.9    (meters)      29.     (feet)  VERTCON   
 BJ5264  ___________________________________________________________________
 BJ5264  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5264  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ5264
 BJ5264  HORZ ORDER  -  SECOND
 BJ5264
 BJ5264.The horizontal coordinates were established by classical geodetic methods
 BJ5264.and adjusted by the National Geodetic Survey in January 1993..
 BJ5264
 BJ5264.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5264
 BJ5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5264
 BJ5264.The geoid height was determined by GEOID03.
 BJ5264
 BJ5264;                    North         East     Units Scale Factor Converg.
 BJ5264;SPC LA S     -   225,753.446   959,664.148   MT  0.99996922   -0 12 36.6
 BJ5264;SPC LA S     -   740,659.43  3,148,498.13   sFT  0.99996922   -0 12 36.6
 BJ5264;UTM  15      - 3,378,838.939   619,558.870   MT  0.99977634   +0 37 59.9
 BJ5264
 BJ5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5264!SPC LA S     -   1.00000291  x   0.99996922  =   0.99997213
 BJ5264!UTM  15      -   1.00000291  x   0.99977634  =   0.99977925
 BJ5264
 BJ5264                          SUPERSEDED SURVEY CONTROL
 BJ5264
 BJ5264  NAD 83(1986)-  30 32 09.53059(N)    091 45 13.21384(W) AD(       ) 2
 BJ5264  NAD 27      -  30 32 08.83319(N)    091 45 12.79997(W) AD(       ) 2
 BJ5264  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 BJ5264
 BJ5264.Superseded values are not recommended for survey control.
 BJ5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5264.See file dsdata.txt to determine how the superseded data were derived.
 BJ5264
 BJ5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1955978839(NAD 83)
 BJ5264_MARKER: DZ = AZIMUTH MARK DISK
 BJ5264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5264+STABILITY: SURFACE MOTION
 BJ5264
 BJ5264  HISTORY     - Date     Condition        Report By
 BJ5264  HISTORY     - 1966     MONUMENTED       CGS
 BJ5264
 BJ5264                          STATION DESCRIPTION
 BJ5264
 BJ5264'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ5264'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED KROTZ AZ
 BJ5264'2 1935 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 BJ5264'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS ABOUT 0.2 MILE
 BJ5264'SOUTHEAST OF THE STATION, BETWEEN A PAVED STREET AND A RAILROAD
 BJ5264'TRACK, 80 FEET SOUTH OF THE CENTER OF A PAVED STREET, 80 FEET
 BJ5264'NORTH OF THE NORTH RAIL OF THE RAILROAD SIDING TRACK FROM A
 BJ5264'POINT WHICH IS ABOUT 30 FEET WEST OF A RAILROAD SWITCH AND THE
 BJ5264'MARK IS ABOUT 50 FEET SOUTH OF A POWERLINE POLE NO. P 380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5265 ***********************************************************************
 BJ5265  DESIGNATION -  KROTZ RM 3
 BJ5265  PID         -  BJ5265
 BJ5265  STATE/COUNTY-  LA/ST LANDRY
 BJ5265  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ5265
 BJ5265                         *CURRENT SURVEY CONTROL
 BJ5265  ___________________________________________________________________
 BJ5265* NAD 83(1992)-  30 32 15.20130(N)    091 45 20.64491(W)     ADJUSTED  
 BJ5265* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 BJ5265  ___________________________________________________________________
 BJ5265  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5265  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ5265
 BJ5265  HORZ ORDER  -  FIRST
 BJ5265
 BJ5265.The horizontal coordinates were established by classical geodetic methods
 BJ5265.and adjusted by the National Geodetic Survey in January 1993..
 BJ5265
 BJ5265.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5265
 BJ5265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5265
 BJ5265.The geoid height was determined by GEOID03.
 BJ5265
 BJ5265;                    North         East     Units Scale Factor Converg.
 BJ5265;SPC LA S     -   225,929.392   959,466.838   MT  0.99996948   -0 12 40.3
 BJ5265;SPC LA S     -   741,236.68  3,147,850.78   sFT  0.99996948   -0 12 40.3
 BJ5265;UTM  15      - 3,379,011.929   619,359.030   MT  0.99977575   +0 37 56.2
 BJ5265
 BJ5265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5265!SPC LA S     -   1.00000307  x   0.99996948  =   0.99997255
 BJ5265!UTM  15      -   1.00000307  x   0.99977575  =   0.99977882
 BJ5265
 BJ5265|---------------------------------------------------------------------|
 BJ5265| PID    Reference Object                     Distance      Geod. Az  |
 BJ5265|                                                           dddmmss.s |
 BJ5265| BJ5264 KROTZ 1935 AZ MK 2                  264.372 METERS 13131     |
 BJ5265| CW1993 KROTZ RM 2                           36.478 METERS 27200     |
 BJ5265| BJ5266 DARBONNE                            APPROX.10.4 KM 2762028.7 |
 BJ5265| BJ5263 KROTZ                                11.570 METERS 33349     |
 BJ5265|---------------------------------------------------------------------|
 BJ5265
 BJ5265                          SUPERSEDED SURVEY CONTROL
 BJ5265
 BJ5265  NAD 83(1986)-  30 32 15.22067(N)    091 45 20.64025(W) AD(       ) 1
 BJ5265  NAD 27      -  30 32 14.52286(N)    091 45 20.22545(W) AD(       ) 1
 BJ5265  NGVD 29 (07/19/86)    7.9    (m)           26.     (f) VERT ANG       
 BJ5265
 BJ5265.Superseded values are not recommended for survey control.
 BJ5265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5265.See file dsdata.txt to determine how the superseded data were derived.
 BJ5265
 BJ5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1935979012(NAD 83)
 BJ5265_MARKER: DS = TRIANGULATION STATION DISK
 BJ5265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5265
 BJ5265  HISTORY     - Date     Condition        Report By
 BJ5265  HISTORY     - 1966     MONUMENTED       CGS
 BJ5265  HISTORY     - 1975     SEE DESCRIPTION  NGS
 BJ5265
 BJ5265                          STATION DESCRIPTION
 BJ5265
 BJ5265'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ5265'STATION IS LOCATED IN THE TOWN LIMIT OF KROTZ SPRINGS, IN THE
 BJ5265'SOUTH PLAY YARD OF THE KROTZ SPRINGS ELEMENTARY SCHOOL, IN
 BJ5265'SECTION 9.  R 7 E.  T 6 S, 34.8 FEET SOUTH OF THE SOUTH SIDE OF
 BJ5265'A WOOD ANNEX BUILDING TO THE SCHOOL, 72.1 FEET SOUTHEAST OF THE
 BJ5265'SOUTHEAST CORNER OF THE SCHOOL GYMNASUM AND 61.5 FEET SOUTHEAST
 BJ5265'OF A 24-INCH CYPRESS TREE.
 BJ5265'
 BJ5265'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ5265'STATE HIGHWAY 105 IN KROTZ SPRINGS.  GO SOUTH ON HIGHWAY 105
 BJ5265'FOR 0.3 MILE TO A STREET INTERSECTION, THE ELEMENTARY SCHOOL IN
 BJ5265'THE SOUTHEAST ANGLE AND THE STATION AS DESCRIBED ABOVE.
 BJ5265'
 BJ5265'STATION MARK DISK IS STAMPED KROTZ NO 3 1935 1966, SET IN THE
 BJ5265'TOP OF A ROUND CONCRETE MONUMENT THAT IS ABOUT 2 INCHES BELOW
 BJ5265'THE SURFACE OF THE GROUND.  A SUBSURFACE MARK WAS SET AND THE
 BJ5265'DISK IS STAMPED THE SAME AS THE SURFACE DISK.
 BJ5265'
 BJ5265'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK,
 BJ5265'STAMPED KROTZ NO 2 1935, SET IN THE TOP OF A SQUARE CONCRETE
 BJ5265'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS
 BJ5265'43.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOL
 BJ5265'GYMNASIUM, 9.1 FEET WEST OF THE WEST EDGE OF A CONCRETE WALK
 BJ5265'AND 8.1 FEET NORTHWEST OF A 30-INCH CYPRESS TREE.
 BJ5265'
 BJ5265'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED KROTZ AZ
 BJ5265'2 1935 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 BJ5265'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS ABOUT 0.2
 BJ5265'MILE SOUTHEAST OF THE STATION, BETWEEN A PAVED STREET AND A
 BJ5265'RAILROAD TRACK, 80 FEET SOUTH OF THE CENTER OF A PAVED STREET,
 BJ5265'80 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD SIDING TRACK
 BJ5265'FROM A POINT WHICH IS ABOUT 30 FEET WEST OF A RAILROAD SWITCH
 BJ5265'AND THE MARK IS ABOUT 50 FEET SOUTH OF A POWERLINE POLE P 380.
 BJ5265'
 BJ5265'KROTZ 1935 WAS DESCRIBED IN THE RECOVERY NOTE OF THE STATION.
 BJ5265'
 BJ5265'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 BJ5265'
 BJ5265'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BJ5265
 BJ5265                          STATION RECOVERY (1975)
 BJ5265
 BJ5265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 BJ5265'A NEW SCHOOL BUILDING HAS BEEN BUILT OVER RM 3.
 BJ5265'
 BJ5265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ5265'LOCATED IN THE TOWN LIMITS OF KROTZ SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2721 ***********************************************************************
 BJ2721  DESIGNATION -  KUHLMAN=3 BOLT
 BJ2721  PID         -  BJ2721
 BJ2721  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2721  USGS QUAD   -  SIMMESPORT (1969)
 BJ2721
 BJ2721                         *CURRENT SURVEY CONTROL
 BJ2721  ___________________________________________________________________
 BJ2721* NAD 83(1986)-  30 56 07.     (N)    091 47 47.     (W)     SCALED    
 BJ2721* NAVD 88     -        12.41   (+/-2cm)      40.7    (feet)  VERTCON   
 BJ2721  ___________________________________________________________________
 BJ2721  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2721
 BJ2721  VERT ORDER  -  ? (See Below)
 BJ2721
 BJ2721.The horizontal coordinates were scaled from a topographic map and have
 BJ2721.an estimated accuracy of +/- 6 seconds.
 BJ2721
 BJ2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2721.The vertical order pertains to the NGVD 29 superseded value.
 BJ2721
 BJ2721.The geoid height was determined by GEOID03.
 BJ2721
 BJ2721;                    North         East    Units  Estimated Accuracy
 BJ2721;SPC LA S     -   270,040.      955,740.      MT  (+/- 180 meters Scaled)
 BJ2721
 BJ2721                          SUPERSEDED SURVEY CONTROL
 BJ2721
 BJ2721  NGVD 29 (??/??/??)   12.389  (m)           40.65   (f) ADJUSTED    ?  
 BJ2721
 BJ2721.Superseded values are not recommended for survey control.
 BJ2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2721.See file dsdata.txt to determine how the superseded data were derived.
 BJ2721
 BJ2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ149230(NAD 83)
 BJ2721_MARKER: B = BOLT
 BJ2721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2721_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2721
 BJ2721  HISTORY     - Date     Condition        Report By
 BJ2721  HISTORY     - UNK      MONUMENTED       DOD
 BJ2721  HISTORY     - 1966     MARK NOT FOUND   CGS
 BJ2721
 BJ2721                          STATION DESCRIPTION
 BJ2721
 BJ2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2721'2.6 MI N FROM JACOBY.
 BJ2721'2.6 MILES N ALONG A LEVEE ROAD FROM JACOBY, POINTE COUPEE PARISH, 655
 BJ2721'FEET N OF A LANDING (FORMERLY HARLEM LANDING), ON THE HWD KUHLMAN
 BJ2721'PROPERTY ON THE LOWER SIDE OF LAND LEADING BACK TO THE KUHLMAN HOUSE,
 BJ2721'51 FEET E OF THE LEVEE, 53 FEET S OF A FENCE CORNER, 16 FEET E OF A
 BJ2721'FENCE PARALLELING A ROAD, AND 13 FEET EAST OF A GATE.  A COPPER BOLT,
 BJ2721'SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND ACCESS TO WHICH IS
 BJ2721'HAD THROUGH AN IRON PIPE PROJECTING ABOUT 9 INCHES ABOVE THE GROUND
 BJ2721'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- IT
 BJ2721'IS BELIEVED TO BE COVERED OVER WITH DIRT OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2720 ***********************************************************************
 BJ2720  DESIGNATION -  KUHLMAN=3 CAP
 BJ2720  PID         -  BJ2720
 BJ2720  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2720  USGS QUAD   -  SIMMESPORT (1969)
 BJ2720
 BJ2720                         *CURRENT SURVEY CONTROL
 BJ2720  ___________________________________________________________________
 BJ2720* NAD 83(1986)-  30 56 07.     (N)    091 47 47.     (W)     SCALED    
 BJ2720* NAVD 88     -        13.62   (+/-2cm)      44.7    (feet)  VERTCON   
 BJ2720  ___________________________________________________________________
 BJ2720  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2720
 BJ2720  VERT ORDER  -  ? (See Below)
 BJ2720
 BJ2720.The horizontal coordinates were scaled from a topographic map and have
 BJ2720.an estimated accuracy of +/- 6 seconds.
 BJ2720
 BJ2720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2720.The vertical order pertains to the NGVD 29 superseded value.
 BJ2720
 BJ2720.The geoid height was determined by GEOID03.
 BJ2720
 BJ2720;                    North         East    Units  Estimated Accuracy
 BJ2720;SPC LA S     -   270,040.      955,740.      MT  (+/- 180 meters Scaled)
 BJ2720
 BJ2720                          SUPERSEDED SURVEY CONTROL
 BJ2720
 BJ2720  NGVD 29 (??/??/??)   13.606  (m)           44.64   (f) ADJUSTED    ?  
 BJ2720
 BJ2720.Superseded values are not recommended for survey control.
 BJ2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2720.See file dsdata.txt to determine how the superseded data were derived.
 BJ2720
 BJ2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ149230(NAD 83)
 BJ2720_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2720_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2720_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2720
 BJ2720  HISTORY     - Date     Condition        Report By
 BJ2720  HISTORY     - UNK      MONUMENTED       DOD
 BJ2720  HISTORY     - 1966     MARK NOT FOUND   CGS
 BJ2720
 BJ2720                          STATION DESCRIPTION
 BJ2720
 BJ2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2720'2.6 MI N FROM JACOBY.
 BJ2720'2.6 MILES N ALONG A LEVEE ROAD FROM JACOBY, POINTE COUPEE PARISH, 655
 BJ2720'FEET N OF A LANDING (FORMERLY HARLEM LANDING), ON THE HWD KUHLMAN
 BJ2720'PROPERTY ON THE LOWER SIDE OF LAND LEADING BACK TO THE KUHLMAN HOUSE,
 BJ2720'51 FEET E OF THE LEVEE, 53 FEET S OF A FENCE CORNER, 16 FEET E OF A
 BJ2720'FENCE PARALLELING A ROAD, AND 13 FEET EAST OF A GATE.  AN IRON PIPE
 BJ2720'PROJECTING ABOUT 9 INCHES ABOVE THE GROUND AND BEARING A CORPS OF
 BJ2720'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- IS IS BELIEVED TO BE
 BJ2720'COVERED OVER WITH DIRT OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2739 ***********************************************************************
 AU2739  DESIGNATION -  KUHN
 AU2739  PID         -  AU2739
 AU2739  STATE/COUNTY-  LA/ORLEANS
 AU2739  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2739
 AU2739                         *CURRENT SURVEY CONTROL
 AU2739  ___________________________________________________________________
 AU2739* NAD 83(1992)-  29 58 04.85700(N)    090 06 28.19228(W)     ADJUSTED  
 AU2739* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AU2739  **This station is located in a subsidence area (see below).
 AU2739  ___________________________________________________________________
 AU2739  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2739  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AU2739
 AU2739  HORZ ORDER  -  SECOND
 AU2739
 AU2739.The horizontal coordinates were established by classical geodetic methods
 AU2739.and adjusted by the National Geodetic Survey in January 1993..
 AU2739
 AU2739 ** The orthometric height has not been validated since last determined
 AU2739 ** by differential leveling and should not be used for control purposes.
 AU2739 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2739 ** area with valid NAVD 88 orthometric heights.
 AU2739 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2739 ** epoch indicated which incorporates improved geoid heights for the
 AU2739 ** Southern Louisiana Subsidence area.
 AU2739 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2739
 AU2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2739
 AU2739.The geoid height was determined by GEOID03.
 AU2739
 AU2739;                    North         East     Units Scale Factor Converg.
 AU2739;SPC LA S     -   163,353.610 1,118,271.024   MT  0.99992591   +0 36 46.0
 AU2739;SPC LA S     -   535,935.97  3,668,860.85   sFT  0.99992591   +0 36 46.0
 AU2739;UTM  15      - 3,318,761.735   779,092.199   MT  1.00056114   +1 26 44.2
 AU2739
 AU2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2739!SPC LA S     -   1.00000398  x   0.99992591  =   0.99992989
 AU2739!UTM  15      -   1.00000398  x   1.00056114  =   1.00056513
 AU2739
 AU2739|---------------------------------------------------------------------|
 AU2739| PID    Reference Object                     Distance      Geod. Az  |
 AU2739|                                                           dddmmss.s |
 AU2739| AU3367 KUHN RM 1                             8.199 METERS 03830     |
 AU2739| DD7297 KUHN AZ MK                                         1293444.8 |
 AU2739| AU2738 KUHN LDH 1972 RM 2                    7.671 METERS 16453     |
 AU2739|---------------------------------------------------------------------|
 AU2739
 AU2739                          SUPERSEDED SURVEY CONTROL
 AU2739
 AU2739  NAD 83(1986)-  29 58 04.87151(N)    090 06 28.19125(W) AD(       ) 2
 AU2739  NAD 27      -  29 58 04.13942(N)    090 06 27.92917(W) AD(       ) 2
 AU2739  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 AU2739
 AU2739.Superseded values are not recommended for survey control.
 AU2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2739.See file dsdata.txt to determine how the superseded data were derived.
 AU2739
 AU2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7909218762(NAD 83)
 AU2739_MARKER: DD = SURVEY DISK
 AU2739_SETTING: 0 = UNSPECIFIED SETTING
 AU2739
 AU2739  HISTORY     - Date     Condition        Report By
 AU2739  HISTORY     - 1972     MONUMENTED       LADH
 AU2739  HISTORY     - 19961214 GOOD             USPSQD
 AU2739
 AU2739                          STATION DESCRIPTION
 AU2739
 AU2739'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2739'THE STATION IS LOCATED 3 MILES WEST OF DOWNTOWN NEW ORLEANS, 4 MILES
 AU2739'NORTH OF HARVEY, AND 8 MILES EAST OF KENNER, IN THE NORTHWEST
 AU2739'QUARTER OF SECTION 33, T12S, R11E, AND ON THE PROPERTY OWNED BY THE
 AU2739'ILLINOIS CENTRAL RAILROAD, ADDRESS 2351 HICKORY AVENUE, HARAHAN,
 AU2739'LOUISIANA, TELEPHONE 733-7602.
 AU2739'
 AU2739'TO REACH THE STATION FROM THE INTERSTATE 10 AND TULANE AVENUE
 AU2739'INTERCHANGE, DRIVE EAST ALONG TULANE AVENUE FOR 0.3 MILE TO THE
 AU2739'CARROLLTON AVENUE JUNCTION.  TURN RIGHT AND GO SOUTHWEST ALONG
 AU2739'CARROLLTON AVENUE FOR 0.2 MILE TO A RAILROAD OVERPASS.  THE
 AU2739'STATION IS SET IN THIS OVERPASS.
 AU2739'
 AU2739'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE RAILROAD
 AU2739'RIGHT-OF-WAY FOR 0.4 MILE SOUTHEAST.  THE MARK IS SET ON THE RIGHT
 AU2739'AND SOUTH OF THE RAILROAD NEAR A CHAIN LINK FENCE.
 AU2739'
 AU2739'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2739'U.S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE ON THE WEST
 AU2739'END OF A RAILROAD OVERPASS FLUSH WITH THE CONCRETE ABUTMENT.  IT IS
 AU2739'STAMPED KUHN 1972.  IT IS 68 FEET WEST-NORTHWEST OF THE CENTER OF
 AU2739'CARROLLTON AVENUE, 31 FEET NORTHEAST OF A TELEGRAPH POLE, 28 FEET
 AU2739'SOUTH OF A RAILROAD SIGNAL LIGHT STANDARD, 13 FEET
 AU2739'SOUTH-SOUTHEAST OF THE CENTER OF THE RAILROAD OVERPASS, 10 FEET
 AU2739'SOUTH OF THE SOUTH RAIL ON THE MAIN LINE OF THE ILLINOIS CENTRAL
 AU2739'RAILROAD, AND 3.5 FEET SOUTHEAST OF A METAL WITNESS POST AND
 AU2739'SIGN.
 AU2739'
 AU2739'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2739'U.S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE ON THE WEST
 AU2739'END OF A RAILROAD OVERPASS FLUSH WITH THE CONCRETE ABUTMENT.  IT IS
 AU2739'STAMPED KUHN R.M. 1 1972.  IT IS 71 FEET WEST-NORTHWEST OF THE
 AU2739'CENTER OF CARROLLTON AVENUE, 53 FEET NORTHWEST OF A TELEGRAPH POLE,
 AU2739'30 FEET SOUTH OF A RAILROAD SIGNAL LIGHT STANDARD, AND 8 FEET
 AU2739'SOUTH-SOUTHWEST OF THE CENTER OF THE RAILROAD OVERPASS.
 AU2739'
 AU2739'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2739'U.S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE ON THE WEST
 AU2739'END OF A RAILROAD OVERPASS THAT IS FLUSH WITH THE CONCRETE
 AU2739'ABUTMENT.  IT IS STAMPED KUHN R.M. 2, 1972.  IT IS 52 FEET SOUTH OF
 AU2739'A RAILROAD SIGNAL LIGHT STANDARD, 47 FEET WEST-NORTHWEST OF THE
 AU2739'CENTER OF CARROLLTON AVENUE, 42 FEET EAST OF A TELEGRAPH
 AU2739'POLE, AND 27 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE RAILROAD
 AU2739'BRIDGE.
 AU2739'
 AU2739'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2739'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AU2739'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2739'STAMPED KUHN AZ. MK. 1972.  IT IS 20 FEET SOUTHWEST OF THE SOUTH
 AU2739'RAIL ON THE ILLINOIS CENTRAL RAILROAD, 17 FEET NORTH-NORTHEAST OF A
 AU2739'CHAIN LINK FENCE NEXT TO INTERSTATE 10, 13 FEET NORTH-NORTHEAST OF
 AU2739'A METAL POWER POLE (NO. T-L-44), 6 FEET NORTHEAST OF A RAILROAD
 AU2739'SWITCH BOX FOR A SIGNAL LIGHT, AND 2 FEET NORTHWEST OF A METAL
 AU2739'WITNESS POST AND SIGN.
 AU2739'
 AU2739'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2739
 AU2739                          STATION RECOVERY (1996)
 AU2739
 AU2739'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2924 ***********************************************************************
 BJ2924  DESIGNATION -  KUNZ
 BJ2924  PID         -  BJ2924
 BJ2924  STATE/COUNTY-  LA/ST TAMMANY
 BJ2924  USGS QUAD   -  WALDHEIM (1983)
 BJ2924
 BJ2924                         *CURRENT SURVEY CONTROL
 BJ2924  ___________________________________________________________________
 BJ2924* NAD 83(1992)-  30 34 16.54773(N)    090 04 32.87260(W)     ADJUSTED  
 BJ2924* NAVD 88     -        41.50   (+/-2cm)     136.2    (feet)  VERTCON   
 BJ2924  ___________________________________________________________________
 BJ2924  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BJ2924  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ2924
 BJ2924  HORZ ORDER  -  FIRST
 BJ2924  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2924
 BJ2924.The horizontal coordinates were established by classical geodetic methods
 BJ2924.and adjusted by the National Geodetic Survey in May 1994..
 BJ2924
 BJ2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2924.The vertical order pertains to the NGVD 29 superseded value.
 BJ2924
 BJ2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2924
 BJ2924.The geoid height was determined by GEOID03.
 BJ2924
 BJ2924;                    North         East     Units Scale Factor Converg.
 BJ2924;SPC LA S     -   230,253.355 1,120,628.530   MT  0.99997515   +0 37 43.6
 BJ2924;SPC LA S     -   755,422.88  3,676,595.44   sFT  0.99997515   +0 37 43.6
 BJ2924;UTM  15      - 3,385,730.798   780,462.386   MT  1.00057048   +1 29 17.7
 BJ2924;UTM  16      - 3,386,118.535   204,991.319   MT  1.00067378   -1 33 55.8
 BJ2924
 BJ2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2924!SPC LA S     -   0.99999775  x   0.99997515  =   0.99997290
 BJ2924!UTM  15      -   0.99999775  x   1.00057048  =   1.00056823
 BJ2924!UTM  16      -   0.99999775  x   1.00067378  =   1.00067153
 BJ2924
 BJ2924:                Primary Azimuth Mark                     Grid Az
 BJ2924:SPC LA S     -  KUNZ AZ MK                               000 41 40.7
 BJ2924:UTM  15      -  KUNZ AZ MK                               359 50 06.6
 BJ2924:UTM  16      -  KUNZ AZ MK                               002 53 20.1
 BJ2924
 BJ2924|---------------------------------------------------------------------|
 BJ2924| PID    Reference Object                     Distance      Geod. Az  |
 BJ2924|                                                           dddmmss.s |
 BJ2924| BJ2927 KUNZ AZ MK                                         0011924.3 |
 BJ2924| BJ2926 A 1266 LAGS                          19.813 METERS 04412     |
 BJ2924| BJ2925 KUNZ RM 1                            30.721 METERS 18904     |
 BJ2924|---------------------------------------------------------------------|
 BJ2924
 BJ2924                          SUPERSEDED SURVEY CONTROL
 BJ2924
 BJ2924  NAD 83(1992)-  30 34 16.54850(N)    090 04 32.87282(W) AD(       ) 1
 BJ2924  NAD 83(1986)-  30 34 16.56049(N)    090 04 32.86978(W) AD(       ) 1
 BJ2924  NAD 27      -  30 34 15.87355(N)    090 04 32.58941(W) AD(       ) 1
 BJ2924  NGVD 29 (??/??/??)   41.576  (m)          136.40   (f) ADJUSTED    2 2
 BJ2924
 BJ2924.Superseded values are not recommended for survey control.
 BJ2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2924.See file dsdata.txt to determine how the superseded data were derived.
 BJ2924
 BJ2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8046285731(NAD 83)
 BJ2924_MARKER: DS = TRIANGULATION STATION DISK
 BJ2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2924_SP_SET: CONCRETE POST
 BJ2924_STAMPING: KUNZ 1970
 BJ2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2924+STABILITY: SURFACE MOTION
 BJ2924
 BJ2924  HISTORY     - Date     Condition        Report By
 BJ2924  HISTORY     - 1970     MONUMENTED       NGS
 BJ2924  HISTORY     - 1970     GOOD             LADTD
 BJ2924  HISTORY     - 20060424 MARK NOT FOUND   NGS
 BJ2924
 BJ2924                          STATION DESCRIPTION
 BJ2924
 BJ2924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ2924'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SUN, 7-3/4 MILES
 BJ2924'SOUTHEAST OF FOLSOM, 6-1/2 MILES NORTH AND 1 MILE EAST OF COVINGTON
 BJ2924'AND IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 34,
 BJ2924'T 5 S, R 11 E AND IN PASTURE LAND OWNED BY MR. EDWARD KUNZ.
 BJ2924'
 BJ2924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ2924'HIGHWAYS 25 AND 437 AT THE NORTHEAST EDGE OF COVINGTON, GO NORTHEAST
 BJ2924'ON HIGHWAY 437 FOR 2.6 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BJ2924'1081 ON THE RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 437 FOR 3.85
 BJ2924'MILES TO A METAL GATE AND THE STATION ON THE LEFT, A SHELL SERVICE
 BJ2924'STATION ON THE RIGHT.
 BJ2924'
 BJ2924'THE STATION MARK IS A STANDARD DISK STAMPED KUNZ 1970, SET IN THE TOP
 BJ2924'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ2924'SURFACE OF THE GROUND.  IT IS 69 FEET WEST OF THE CENTER OF HIGHWAY
 BJ2924'437, 51 FEET NORTHWEST OF A 40-INCH TREE AND 45 FEET
 BJ2924'WEST-SOUTHWEST OF THE SOUTH GATE POST.  THE UNDERGROUND DISK IS
 BJ2924'SET IN AN IRREGULAR MASS OF CONCRETE 40-INCHES BELOW THE SURFACE OF
 BJ2924'THE GROUND.
 BJ2924'
 BJ2924'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KUNZ NO 1 1970, SET IN
 BJ2924'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ2924'INCHES ABOVE THE GROUND SURFACE.  IT IS 86 FEET WEST OF THE CENTER
 BJ2924'OF HIGHWAY 437, 60 FEET WEST OF A FENCE, 60 FEET SOUTHWEST OF THE
 BJ2924'40-INCH TREE AND 4 FEET NORTH OF A 15-INCH PINE TREE.
 BJ2924'
 BJ2924'A 1266 IS A COAST AND GEODETIC SURVEY AND LOUISIANA STATE SURVEY
 BJ2924'BENCH MARK DISK STAMPED A 1266, SET IN THE TOP OF A 6-INCH SQUARE
 BJ2924'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 BJ2924'23.5 FEET WEST OF THE CENTER OF HIGHWAY 437, 18 FEET NORTH OF THE
 BJ2924'NORTH GATE POST, 3 FEET EAST OF THE FENCE AND 1.5 FEET SOUTHEAST
 BJ2924'OF A METAL WITNESS POST.
 BJ2924'
 BJ2924'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KUNZ 1970, SET IN THE TOP
 BJ2924'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BJ2924'ABOVE THE GROUND SURFACE.  IT IS 27 FEET EAST OF THE CENTER OF
 BJ2924'STATE HIGHWAY 40, 6.5 FEET NORTHWEST OF POWER POLE NUMBER 2-126
 BJ2924'SW4008, 2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF
 BJ2924'THE FENCE.
 BJ2924'
 BJ2924'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 437
 BJ2924'FOR 0.55 MILE TO THE JUNCTION WITH STATE HIGHWAY 40.  CONTINUE NORTH
 BJ2924'ON HIGHWAY 40 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BJ2924'
 BJ2924'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ2924
 BJ2924                          STATION RECOVERY (1970)
 BJ2924
 BJ2924'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BJ2924'6.5 MI NORTH FROM COVINGTON.
 BJ2924'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SUN, 7-3/4 MILES
 BJ2924'SOUTHEAST OF FOLSOM, 6.5 MILES NORTH AND 1 MILE EAST OF COVINGTON
 BJ2924'AND IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 34,
 BJ2924'T 5 S, R 11 E AND IN PASTURE LAND OWNED BY MR. EDWARD KUNZ. TO REACH
 BJ2924'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE HIGHWAYS
 BJ2924'25 AND 437 AT THE NORTHEAST EDGE OF COVINGTON, GO NORTHEAST ON HIGH-
 BJ2924'WAY 437 FOR 2.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 1081 ON THE
 BJ2924'RIGHT. CONTINUE NORTHERLY ON HIGHWAY 437 FOR 3.85 MILES TO A METAL
 BJ2924'GATE AND THE STATION ON THE LEFT, A SHELL SERVICE STATION ON THE
 BJ2924'RIGHT. THE MARK IS A STANDARD DISK STAMPED 'KUNZ 1970', SET IN THE
 BJ2924'TOP OF A 12-INCH CONCRETE MOUNUMENT THAT IS FLUSH WITH THE SURFACE
 BJ2924'OF THE GROUND. IT IS 69 FEET WEST OF THE CENTER OF HIGHWAY 437,
 BJ2924'51 FEET NORTHWEST OF A 40-INCH TREE AND 45 FEET WEST-SOUTHWEST OF
 BJ2924'SOUTH GATE POST.
 BJ2924
 BJ2924                          STATION RECOVERY (2006)
 BJ2924
 BJ2924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ2924'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2927 ***********************************************************************
 BJ2927  DESIGNATION -  KUNZ AZ MK
 BJ2927  PID         -  BJ2927
 BJ2927  STATE/COUNTY-  LA/ST TAMMANY
 BJ2927  USGS QUAD   -  WALDHEIM (1983)
 BJ2927
 BJ2927                         *CURRENT SURVEY CONTROL
 BJ2927  ___________________________________________________________________
 BJ2927* NAD 83(1986)-  30 34 49.     (N)    090 04 30.     (W)     SCALED    
 BJ2927* NAVD 88     -        37.525  (meters)     123.11   (feet)  ADJUSTED  
 BJ2927  ___________________________________________________________________
 BJ2927  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ2927  DYNAMIC HT  -          37.476 (meters)     122.95  (feet)  COMP
 BJ2927  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ2927
 BJ2927  VERT ORDER  -  SECOND    CLASS I
 BJ2927
 BJ2927.The horizontal coordinates were scaled from a topographic map and have
 BJ2927.an estimated accuracy of +/- 6 seconds.
 BJ2927
 BJ2927.The orthometric height was determined by differential leveling
 BJ2927.and adjusted by the National Geodetic Survey in March 1998..
 BJ2927
 BJ2927.The geoid height was determined by GEOID03.
 BJ2927
 BJ2927.The dynamic height is computed by dividing the NAVD 88
 BJ2927.geopotential number by the normal gravity value computed on the
 BJ2927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2927.degrees latitude (g = 980.6199 gals.).
 BJ2927
 BJ2927.The modeled gravity was interpolated from observed gravity values.
 BJ2927
 BJ2927;                    North         East    Units  Estimated Accuracy
 BJ2927;SPC LA S     -   231,250.    1,120,690.      MT  (+/- 180 meters Scaled)
 BJ2927
 BJ2927                          SUPERSEDED SURVEY CONTROL
 BJ2927
 BJ2927  NGVD 29 (??/??/??)   37.626  (m)          123.44   (f) ADJUSTED    2 1
 BJ2927
 BJ2927.Superseded values are not recommended for survey control.
 BJ2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2927.See file dsdata.txt to determine how the superseded data were derived.
 BJ2927
 BJ2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP805867(NAD 83)
 BJ2927_MARKER: DZ = AZIMUTH MARK DISK
 BJ2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2927_SP_SET: CONCRETE POST
 BJ2927_STAMPING: KUNZ 1970
 BJ2927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2927+STABILITY: SURFACE MOTION
 BJ2927
 BJ2927  HISTORY     - Date     Condition        Report By
 BJ2927  HISTORY     - 1970     MONUMENTED       LADTD
 BJ2927
 BJ2927                          STATION DESCRIPTION
 BJ2927
 BJ2927'DESCRIBED BY LA TRANSP AND DEV 1970
 BJ2927'6.5 MI NORTH FROM COVINGTON.
 BJ2927'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SUN, 7-3/4 MILES
 BJ2927'SOUTHEAST OF FOLSOM, 6.5 MILES NORTH AND 1 MILE EAST OF COVINGTON
 BJ2927'AND IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 34,
 BJ2927'T 5 S, R 11 E AND IN PASTURE LAND OWNED BY MR. EDWARD KUNZ. TO REACH
 BJ2927'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE HIGHWAYS
 BJ2927'25 AND 437 AT THE NORTHEAST EDGE OF COVINGTON, GO NORTHEAST ON HIGH-
 BJ2927'WAY 437 FOR 2.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 1081 ON THE
 BJ2927'RIGHT. CONTINUE NORTHERLY ON HIGHWAY 437 FOR 3.85 MILES TO A METAL
 BJ2927'GATE. THE MARK IS A STANDARD DISK STAMPED KUNZ 1970, SET IN THE
 BJ2927'TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 BJ2927'THE GROUND. IT IS 27 FEET EAST OF THE CENTER OF STATE HIGHWAY 40,
 BJ2927'6.5 FEET NORTHWEST OF POWER POLE #2-126 SW4008, 2 FEET SOUTH OF
 BJ2927'A METAL WITNESS POST AND 1 FOOT WEST OF THE FENCE. TO REACH THE
 BJ2927'AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 437 FOR 0.55
 BJ2927'MILE TO THE JUNCTION WITH STATE HIGHWAY 40, CONTINUE NORTH ON
 BJ2927'HIGHWAY 40 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2925 ***********************************************************************
 BJ2925  DESIGNATION -  KUNZ RM 1
 BJ2925  PID         -  BJ2925
 BJ2925  STATE/COUNTY-  LA/ST TAMMANY
 BJ2925  USGS QUAD   -  WALDHEIM (1983)
 BJ2925
 BJ2925                         *CURRENT SURVEY CONTROL
 BJ2925  ___________________________________________________________________
 BJ2925* NAD 83(1986)-  30 34 16.     (N)    090 04 34.     (W)     SCALED    
 BJ2925* NAVD 88     -        41.13   (+/-2cm)     134.9    (feet)  VERTCON   
 BJ2925  ___________________________________________________________________
 BJ2925  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ2925
 BJ2925  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2925
 BJ2925.The horizontal coordinates were scaled from a topographic map and have
 BJ2925.an estimated accuracy of +/- 6 seconds.
 BJ2925
 BJ2925.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2925.The vertical order pertains to the NGVD 29 superseded value.
 BJ2925
 BJ2925.The geoid height was determined by GEOID03.
 BJ2925
 BJ2925;                    North         East    Units  Estimated Accuracy
 BJ2925;SPC LA S     -   230,240.    1,120,600.      MT  (+/- 180 meters Scaled)
 BJ2925
 BJ2925                          SUPERSEDED SURVEY CONTROL
 BJ2925
 BJ2925  NGVD 29 (??/??/??)   41.201  (m)          135.17   (f) ADJUSTED    2 2
 BJ2925
 BJ2925.Superseded values are not recommended for survey control.
 BJ2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2925.See file dsdata.txt to determine how the superseded data were derived.
 BJ2925
 BJ2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP804857(NAD 83)
 BJ2925_MARKER: DR = REFERENCE MARK DISK
 BJ2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2925_SP_SET: CONCRETE POST
 BJ2925_STAMPING: KUNZ RM 1 1970
 BJ2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2925+STABILITY: SURFACE MOTION
 BJ2925
 BJ2925  HISTORY     - Date     Condition        Report By
 BJ2925  HISTORY     - 1970     MONUMENTED       LADTD
 BJ2925  HISTORY     - 20060424 MARK NOT FOUND   NGS
 BJ2925
 BJ2925                          STATION DESCRIPTION
 BJ2925
 BJ2925'DESCRIBED BY LA TRANSP AND DEV 1970
 BJ2925'6.5 MI NORTH FROM COVINGTON.
 BJ2925'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SUN, 7-3/4 MILES
 BJ2925'SOUTHEAST OF FOLSOM, 6.5 MILES NORTH AND 1 MILE EAST OF COVINGTON
 BJ2925'AND IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 34,
 BJ2925'T 5 S, R 11 E AND IN PASTURE LAND OWNED BY MR. EDWARD KUNZ. TO REACH
 BJ2925'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE HIGHWAYS
 BJ2925'25 AND 437 AT THE NORTHEAST EDGE OF COVINGTON, GO NORTHEAST ON HIGH-
 BJ2925'WAY 437 FOR 2.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 1081 ON THE
 BJ2925'RIGHT. CONTINUE NORTHERLY ON HIGHWAY 437 FOR 3.85 MILES TO A METAL
 BJ2925'GATE. A STANDARD DISK STAMPED KUNZ NO 1 1970, SET IN THE TOP OF A
 BJ2925'12-INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 BJ2925'IT IS 86 FEET WEST OF THE CENTER OF HIGHWAY 437, 60 FEET WEST OF
 BJ2925'A FENCE, 60 FEET SOUTHWEST OF THE 40-INCH TREE AND 4 FEET NORTH
 BJ2925'OF A 15-INCH PINE TREE.
 BJ2925
 BJ2925                          STATION RECOVERY (2006)
 BJ2925
 BJ2925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ2925'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2886 ***********************************************************************
 BX2886  DESIGNATION -  KURTHWOOD
 BX2886  PID         -  BX2886
 BX2886  STATE/COUNTY-  LA/NATCHITOCHES
 BX2886  USGS QUAD   -  KURTHWOOD (1972)
 BX2886
 BX2886                         *CURRENT SURVEY CONTROL
 BX2886  ___________________________________________________________________
 BX2886* NAD 83(1992)-  31 22 10.63784(N)    093 07 54.71843(W)     ADJUSTED  
 BX2886* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 BX2886  ___________________________________________________________________
 BX2886  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 BX2886  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX2886
 BX2886  HORZ ORDER  -  FIRST
 BX2886
 BX2886.The horizontal coordinates were established by classical geodetic methods
 BX2886.and adjusted by the National Geodetic Survey in January 1993..
 BX2886
 BX2886.The orthometric height was scaled from a topographic map.
 BX2886
 BX2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2886
 BX2886.The geoid height was determined by GEOID03.
 BX2886
 BX2886;                    North         East     Units Scale Factor Converg.
 BX2886;SPC LA N     -    96,595.514   939,890.832   MT  0.99996018   -0 20 02.6
 BX2886;SPC LA N     -   316,913.78  3,083,625.17   sFT  0.99996018   -0 20 02.6
 BX2886;UTM  15      - 3,470,573.981   487,460.063   MT  0.99960194   -0 04 07.1
 BX2886
 BX2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2886!SPC LA N     -   0.99998528  x   0.99996018  =   0.99994547
 BX2886!UTM  15      -   0.99998528  x   0.99960194  =   0.99958723
 BX2886
 BX2886|---------------------------------------------------------------------|
 BX2886| PID    Reference Object                     Distance      Geod. Az  |
 BX2886|                                                           dddmmss.s |
 BX2886| BX2889 KURTHWOOD LOOKOUT TOWER              18.325 METERS 06650     |
 BX2886| CV7851 KURTHWOOD RM 1                       28.960 METERS 16159     |
 BX2886| CV7850 KURTHWOOD AZ MK                                    2665903.6 |
 BX2886| CV7852 KURTHWOOD RM 2                       34.727 METERS 26718     |
 BX2886|---------------------------------------------------------------------|
 BX2886
 BX2886                          SUPERSEDED SURVEY CONTROL
 BX2886
 BX2886  NAD 83(1986)-  31 22 10.65284(N)    093 07 54.71037(W) AD(       ) 1
 BX2886  NAD 27      -  31 22 10.00207(N)    093 07 54.11703(W) AD(       ) 1
 BX2886
 BX2886.Superseded values are not recommended for survey control.
 BX2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2886.See file dsdata.txt to determine how the superseded data were derived.
 BX2886
 BX2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8746070574(NAD 83)
 BX2886_MARKER: DS = TRIANGULATION STATION DISK
 BX2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2886
 BX2886  HISTORY     - Date     Condition        Report By
 BX2886  HISTORY     - 1941     MONUMENTED       CGS
 BX2886  HISTORY     - 1954     GOOD             CGS
 BX2886
 BX2886                          STATION DESCRIPTION
 BX2886
 BX2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2886'STATION IS ABOUT 3 MILES NE OF THE VILLAGE OF KURTHWOOD IN
 BX2886'THE SW 1/4 OF SECTION 31, T 5 S, R 7 W, ON KISATCHIE NATIONAL
 BX2886'FOREST LAND NEAR THE KURTHWOOD LOOKOUT TOWER, ABOUT 50 FEET SW OF
 BX2886'THE LOOKOUT TOWER, 52 FEET N OF THE CENTER OF THE FIREBREAK
 BX2886'ROAD, AND 5 FEET N OF A WHITE REFERENCE POST.  STATION MARK
 BX2886'IS STAMPED KURTHWOOD 1941 AND PROJECTS 10 INCHES.
 BX2886'
 BX2886'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2886'BRONZE DISKS SET IN CONCRETE.
 BX2886'
 BX2886'REFERENCE MARK NO. 1 IS 40 FEET S OF THE CENTER OF THE FIREBREAK
 BX2886'ROAD, IS STAMPED KURTHWOOD NO. 1 1941 AND PROJECTS 6 INCHES.
 BX2886'
 BX2886'REFERENCE MARK NO. 2 IS 45 FEET N OF THE CENTER OF THE
 BX2886'FIREBREAK ROAD, IS STAMPED KURTHWOOD NO. 2 1941 AND PROJECTS
 BX2886'6 INCHES.
 BX2886'
 BX2886'THE AZIMUTH MARK IS ABOUT 0.6 MILE W OF THE STATION, 18 FEET E
 BX2886'OF THE CENTER OF THE FIREBREAK ROAD, 3 FEET W OF A WHITE
 BX2886'REFERENCE POST, IS STAMPED KURTHWOOD 1941 AND PROJECTS 6
 BX2886'INCHES.
 BX2886'
 BX2886'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2886
 BX2886                          STATION RECOVERY (1954)
 BX2886
 BX2886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (MOL)
 BX2886'STATION FOUND IN GOOD CONDITION AS DESCRIBED AND PROJECTS
 BX2886'0.40 FEET ABOVE GROUND.  THERE IS A 6-INCH PINE TREE 193.4 FEET
 BX2886'SE OF STATION.  8 FOOT PINE TREE 156.3 FEET NE OF STATION.
 BX2886'AND 6 FOOT PINE TREE 155.8 FEET SW OF STATION.
 BX2886'
 BX2886'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 BX2886'
 BX2886'AZIMUTH MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2888 ***********************************************************************
 BX2888  DESIGNATION -  KURTHWOOD LOT
 BX2888  PID         -  BX2888
 BX2888  STATE/COUNTY-  LA/VERNON
 BX2888  USGS QUAD   -  KURTHWOOD (1972)
 BX2888
 BX2888                         *CURRENT SURVEY CONTROL
 BX2888  ___________________________________________________________________
 BX2888* NAD 83(1992)-  31 18 19.58738(N)    093 10 02.07776(W)     ADJUSTED  
 BX2888* NAVD 88     -                                                        
 BX2888  ___________________________________________________________________
 BX2888  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 BX2888  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2888
 BX2888  HORZ ORDER  -  THIRD
 BX2888
 BX2888.The horizontal coordinates were established by classical geodetic methods
 BX2888.and adjusted by the National Geodetic Survey in January 1993..
 BX2888.No horizontal observational check was made to the station.
 BX2888
 BX2888
 BX2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2888
 BX2888.The geoid height was determined by GEOID03.
 BX2888
 BX2888;                    North         East     Units Scale Factor Converg.
 BX2888;SPC LA N     -    89,500.013   936,481.606   MT  0.99997143   -0 21 10.0
 BX2888;SPC LA N     -   293,634.63  3,072,440.07   sFT  0.99997143   -0 21 10.0
 BX2888;UTM  15      - 3,463,465.333   484,084.997   MT  0.99960312   -0 05 12.8
 BX2888
 BX2888                          SUPERSEDED SURVEY CONTROL
 BX2888
 BX2888  NAD 83(1986)-  31 18 19.60242(N)    093 10 02.07138(W) AD(       ) 4
 BX2888  NAD 27      -  31 18 18.95468(N)    093 10 01.48281(W) AD(       ) 3
 BX2888
 BX2888.Superseded values are not recommended for survey control.
 BX2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2888.See file dsdata.txt to determine how the superseded data were derived.
 BX2888
 BX2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8408563465(NAD 83)
 BX2888_MARKER: 57 = LOOKOUT TOWER
 BX2888
 BX2888  HISTORY     - Date     Condition        Report By
 BX2888  HISTORY     - 1965     FIRST OBSERVED   CGS
 BX2888  HISTORY     - 19940611 GOOD             USPSQD
 BX2888
 BX2888                          STATION DESCRIPTION
 BX2888
 BX2888'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3381 ***********************************************************************
 AU3381  DESIGNATION -  L 003
 AU3381  PID         -  AU3381
 AU3381  STATE/COUNTY-  LA/ST MARY
 AU3381  USGS QUAD   -  MORGAN CITY (1994)
 AU3381
 AU3381                         *CURRENT SURVEY CONTROL
 AU3381  ___________________________________________________________________
 AU3381* NAD 83(1992)-  29 40 41.83243(N)    091 08 24.68862(W)     ADJUSTED  
 AU3381* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3381  **This station is located in a subsidence area (see below).
 AU3381  ___________________________________________________________________
 AU3381  X           -    -110,358.228 (meters)                     COMP
 AU3381  Y           -  -5,544,881.917 (meters)                     COMP
 AU3381  Z           -   3,139,427.978 (meters)                     COMP
 AU3381  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3381  ELLIP HEIGHT-         -23.86  (meters)          (06/26/02) GPS OBS
 AU3381  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AU3381  DYNAMIC HT  -           1.9   (meters)       6.    (feet)  COMP
 AU3381  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 AU3381
 AU3381  HORZ ORDER  -  SECOND
 AU3381  ELLP ORDER  -  FOURTH    CLASS II
 AU3381
 AU3381.The horizontal coordinates were established by GPS observations
 AU3381.and adjusted by the National Geodetic Survey in January 1993..
 AU3381
 AU3381 ** The orthometric height has not been validated since last determined
 AU3381 ** by differential leveling and should not be used for control purposes.
 AU3381 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3381 ** area with valid NAVD 88 orthometric heights.
 AU3381 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3381 ** epoch indicated which incorporates improved geoid heights for the
 AU3381 ** Southern Louisiana Subsidence area.
 AU3381 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3381.The orthometric height was scaled from a topographic map.
 AU3381
 AU3381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3381
 AU3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3381
 AU3381.The ellipsoidal height was determined by GPS observations
 AU3381.and is referenced to NAD 83.
 AU3381
 AU3381.The geoid height was determined by GEOID03.
 AU3381
 AU3381.The dynamic height is computed by dividing the NAVD 88
 AU3381.geopotential number by the normal gravity value computed on the
 AU3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3381.degrees latitude (g = 980.6199 gals.).
 AU3381
 AU3381.The modeled gravity was interpolated from observed gravity values.
 AU3381
 AU3381;                    North         East     Units Scale Factor Converg.
 AU3381;SPC LA S     -   130,622.803 1,018,694.270   MT  0.99994149   +0 05 47.7
 AU3381;SPC LA S     -   428,551.65  3,342,166.12   sFT  0.99994149   +0 05 47.7
 AU3381;UTM  15      - 3,284,584.304   679,966.213   MT  0.99999963   +0 55 15.9
 AU3381
 AU3381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3381!SPC LA S     -   1.00000375  x   0.99994149  =   0.99994524
 AU3381!UTM  15      -   1.00000375  x   0.99999963  =   1.00000338
 AU3381
 AU3381                          SUPERSEDED SURVEY CONTROL
 AU3381
 AU3381  ELLIP H (01/21/93)  -23.83   (m)                       GP(       ) 4 2
 AU3381  NAD 83(1986)-  29 40 41.85622(N)    091 08 24.68740(W) AD(       ) 2
 AU3381  NGVD 29 (11/27/91)    2.1    (m)            7.     (f) GPS OBS        
 AU3381
 AU3381.Superseded values are not recommended for survey control.
 AU3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3381.See file dsdata.txt to determine how the superseded data were derived.
 AU3381
 AU3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7996684584(NAD 83)
 AU3381_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3381_SP_SET: CONCRETE POST
 AU3381_STAMPING: MON. L003 1990
 AU3381_MARK LOGO: LA-101
 AU3381_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3381+STABILITY: SURFACE MOTION
 AU3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3381+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1993
 AU3381
 AU3381  HISTORY     - Date     Condition        Report By
 AU3381  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3381  HISTORY     - 19930304 GOOD             NGS
 AU3381
 AU3381                          STATION DESCRIPTION
 AU3381
 AU3381'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3381'THE MONUMENT IS LOCATED AT THE SOUTHWEST END OF THE U.S. HIGHWAY 90
 AU3381'BRIDGE OVER BAYOU RAMOS, SOUTHEAST OF MORGAN CITY, LA.
 AU3381'THE MONUMENT IS LOCATED ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AU3381'90 FROM AYCOCK STREET IN MORGAN CITY, LA., AT THE SOUTHWEST END OF
 AU3381'THE U.S. HIGHWAY 90 BRIDGE OVER BAYOU RAMOS, 45.6 FEET SOUTHWEST OF
 AU3381'THE CENTERLINE OF U.S. HIGHWAY 90, 85 FEET NORTHWEST OF THE SOUTHWEST
 AU3381'ABUTMENT OF THE BRIDGE AND 4.9 FEET SOUTHWEST OF AN ORANGE FIBERGLASS
 AU3381'WITNESS POST.
 AU3381'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3381'FLUSH WITH THE GROUND.
 AU3381
 AU3381                          STATION RECOVERY (1993)
 AU3381
 AU3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3381'0.1 KM (0.05 MI) NORTHERLY ALONG FIRST STREET FROM THE POST OFFICE IN
 AU3381'MORGAN CITY, THENCE 6.0 KM (3.70 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 AU3381'PACIFIC RAILROAD, THENCE 0.1 KM (0.05 MI) SOUTHWESTERLY ALONG JAMES
 AU3381'STREET, THENCE 1.1 KM (0.70 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90,
 AU3381'26.0 M (85.3 FT) WEST OF THE NORTHWEST END OF THE HIGHWAY BRIDGE
 AU3381'SPANNING BAYOU RAMOS, 14.0 M (45.9 FT) SOUTHWEST OF THE CENTERLINE OF
 AU3381'THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AU3381'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3382 ***********************************************************************
 AU3382  DESIGNATION -  L 004
 AU3382  PID         -  AU3382
 AU3382  STATE/COUNTY-  LA/ST MARY
 AU3382  USGS QUAD   -  MORGAN CITY (1994)
 AU3382
 AU3382                         *CURRENT SURVEY CONTROL
 AU3382  ___________________________________________________________________
 AU3382* NAD 83(1992)-  29 41 31.25720(N)    091 11 13.04622(W)     ADJUSTED  
 AU3382* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU3382  **This station is located in a subsidence area (see below).
 AU3382  ___________________________________________________________________
 AU3382  X           -    -114,868.452 (meters)                     COMP
 AU3382  Y           -  -5,544,037.703 (meters)                     COMP
 AU3382  Z           -   3,140,750.768 (meters)                     COMP
 AU3382  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3382  ELLIP HEIGHT-         -22.47  (meters)          (02/20/02) GPS OBS
 AU3382  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU3382  DYNAMIC HT  -           3.3   (meters)      11.    (feet)  COMP
 AU3382  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 AU3382
 AU3382  HORZ ORDER  -  FIRST
 AU3382  VERT ORDER  -  THIRD (See Below)
 AU3382  ELLP ORDER  -  FOURTH    CLASS I
 AU3382
 AU3382.The horizontal coordinates were established by GPS observations
 AU3382.and adjusted by the National Geodetic Survey in July 2000..
 AU3382
 AU3382 ** The orthometric height has not been validated since last determined
 AU3382 ** by differential leveling and should not be used for control purposes.
 AU3382 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3382 ** area with valid NAVD 88 orthometric heights.
 AU3382 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3382 ** epoch indicated which incorporates improved geoid heights for the
 AU3382 ** Southern Louisiana Subsidence area.
 AU3382 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3382.The orthometric height was scaled from a topographic map.
 AU3382.The vertical order pertains to the first NAVD 88 superseded value.
 AU3382
 AU3382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3382
 AU3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3382
 AU3382.The ellipsoidal height was determined by GPS observations
 AU3382.and is referenced to NAD 83.
 AU3382
 AU3382.The geoid height was determined by GEOID03.
 AU3382
 AU3382.The dynamic height is computed by dividing the NAVD 88
 AU3382.geopotential number by the normal gravity value computed on the
 AU3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3382.degrees latitude (g = 980.6199 gals.).
 AU3382
 AU3382.The modeled gravity was interpolated from observed gravity values.
 AU3382
 AU3382;                    North         East     Units Scale Factor Converg.
 AU3382;SPC LA S     -   132,137.837 1,014,165.836   MT  0.99994018   +0 04 23.5
 AU3382;SPC LA S     -   433,522.22  3,327,309.08   sFT  0.99994018   +0 04 23.5
 AU3382;UTM  15      - 3,286,034.065   675,416.217   MT  0.99997967   +0 53 53.9
 AU3382
 AU3382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3382!SPC LA S     -   1.00000353  x   0.99994018  =   0.99994371
 AU3382!UTM  15      -   1.00000353  x   0.99997967  =   0.99998320
 AU3382
 AU3382:                Primary Azimuth Mark                     Grid Az
 AU3382:SPC LA S     -  51 B 003 RESET                           304 55 04.1
 AU3382:UTM  15      -  51 B 003 RESET                           304 05 33.7
 AU3382
 AU3382|---------------------------------------------------------------------|
 AU3382| PID    Reference Object                     Distance      Geod. Az  |
 AU3382|                                                           dddmmss.s |
 AU3382| AC8204 51 B 003 RESET                      476.132 METERS 3045927.6 |
 AU3382|---------------------------------------------------------------------|
 AU3382
 AU3382                          SUPERSEDED SURVEY CONTROL
 AU3382
 AU3382  ELLIP H (07/31/00)  -22.42   (m)                       GP(       ) 4 1
 AU3382  NAD 83(1992)-  29 41 31.25600(N)    091 11 13.04381(W) AD(       ) 2
 AU3382  ELLIP H (01/21/93)  -22.44   (m)                       GP(       ) 4 2
 AU3382  NAD 83(1986)-  29 41 31.27898(N)    091 11 13.04101(W) AD(       ) 2
 AU3382  NAVD 88 (07/31/00)    3.33   (m)           10.9    (f) LEVELING    3  
 AU3382  NGVD 29 (11/27/91)    3.6    (m)           12.     (f) GPS OBS        
 AU3382
 AU3382.Superseded values are not recommended for survey control.
 AU3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3382.See file dsdata.txt to determine how the superseded data were derived.
 AU3382
 AU3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7541686034(NAD 83)
 AU3382_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3382_SP_SET: CONCRETE POST
 AU3382_STAMPING: MON. L004 1990
 AU3382_MARK LOGO: LA-101
 AU3382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3382+STABILITY: SURFACE MOTION
 AU3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3382+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3382
 AU3382  HISTORY     - Date     Condition        Report By
 AU3382  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3382  HISTORY     - 19930304 GOOD             NGS
 AU3382  HISTORY     - 19991130 GOOD             CDSMS
 AU3382
 AU3382                          STATION DESCRIPTION
 AU3382
 AU3382'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3382'THE MONUMENT IS LOCATED APPROXIMATELY 216 FEET EAST OF ST. MARY
 AU3382'PARISH ROAD 102 AND RAILROAD AVENUE IN MORGAN CITY, LA., ON THE
 AU3382'SOUTH SIDE OF RAILROAD AVENUE AND THE NORTH SIDE OF SOUTHERN
 AU3382'PACIFIC RAILROAD TRACKS.
 AU3382'THE MONUMENT IS LOCATED APPROXIMATELY 216.0 FEET EAST OF THE
 AU3382'INTERSECTION OF ST. MARY PARISH ROAD 102 AND RAILROAD AVENUE
 AU3382'IN MORGAN CITY, LA., 21.7 FEET SOUTH OF THE CENTERLINE OF
 AU3382'RAILROAD AVENUE, 15.8 FEET NORTH OF THE NORTH RAIL OF THE
 AU3382'SOUTHERN PACIFIC RAILROAD AND 1.4 FEET NORTH OF AN ORANGE
 AU3382'FIBERGLASS WITNESS POST. THE MONUMENT IS AN ALUMINUM DISK
 AU3382'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AU3382
 AU3382                          STATION RECOVERY (1993)
 AU3382
 AU3382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3382'IN MORGAN CITY, AT THE INTERSECTION OF MYRTLE STREET AND THE SOUTHERN
 AU3382'PACIFIC RAILROAD, 65.8 M (215.9 FT) EAST OF THE CENTER OF THE STREET,
 AU3382'48.3 M (158.5 FT) EAST-NORTHEAST OF BENCH MARK P 167, 6.0 M (19.7 FT)
 AU3382'SOUTH OF AND LEVEL WITH THE CENTERLINE OF RAILROAD AVENUE, 4.8 M
 AU3382'(15.7 FT) NORTH OF THE NEAR RAIL, 2.4 M (7.9 FT) SOUTHEAST OF A
 AU3382'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AU3382
 AU3382                          STATION RECOVERY (1999)
 AU3382
 AU3382'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3389 ***********************************************************************
 AU3389  DESIGNATION -  L 011
 AU3389  PID         -  AU3389
 AU3389  STATE/COUNTY-  LA/ST MARY
 AU3389  USGS QUAD   -  MORGAN CITY (1994)
 AU3389
 AU3389                         *CURRENT SURVEY CONTROL
 AU3389  ___________________________________________________________________
 AU3389* NAD 83(1992)-  29 41 34.16899(N)    091 13 23.06993(W)     ADJUSTED  
 AU3389* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3389  **This station is located in a subsidence area (see below).
 AU3389  ___________________________________________________________________
 AU3389  X           -    -118,362.264 (meters)                     COMP
 AU3389  Y           -  -5,543,918.523 (meters)                     COMP
 AU3389  Z           -   3,140,827.929 (meters)                     COMP
 AU3389  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU3389  ELLIP HEIGHT-         -23.93  (meters)          (02/20/02) GPS OBS
 AU3389  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3389  DYNAMIC HT  -           1.9   (meters)       6.    (feet)  COMP
 AU3389  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 AU3389
 AU3389  HORZ ORDER  -  FIRST
 AU3389  VERT ORDER  -  THIRD (See Below)
 AU3389  ELLP ORDER  -  FOURTH    CLASS I
 AU3389
 AU3389.The horizontal coordinates were established by GPS observations
 AU3389.and adjusted by the National Geodetic Survey in July 2000..
 AU3389
 AU3389 ** The orthometric height has not been validated since last determined
 AU3389 ** by differential leveling and should not be used for control purposes.
 AU3389 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3389 ** area with valid NAVD 88 orthometric heights.
 AU3389 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3389 ** epoch indicated which incorporates improved geoid heights for the
 AU3389 ** Southern Louisiana Subsidence area.
 AU3389 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3389.The orthometric height was scaled from a topographic map.
 AU3389.The vertical order pertains to the first NAVD 88 superseded value.
 AU3389
 AU3389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3389
 AU3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3389
 AU3389.The ellipsoidal height was determined by GPS observations
 AU3389.and is referenced to NAD 83.
 AU3389
 AU3389.The geoid height was determined by GEOID03.
 AU3389
 AU3389.The dynamic height is computed by dividing the NAVD 88
 AU3389.geopotential number by the normal gravity value computed on the
 AU3389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3389.degrees latitude (g = 980.6199 gals.).
 AU3389
 AU3389.The modeled gravity was interpolated from observed gravity values.
 AU3389
 AU3389;                    North         East     Units Scale Factor Converg.
 AU3389;SPC LA S     -   132,223.574 1,010,670.388   MT  0.99994011   +0 03 18.5
 AU3389;SPC LA S     -   433,803.51  3,315,841.10   sFT  0.99994011   +0 03 18.5
 AU3389;UTM  15      - 3,286,069.453   671,919.785   MT  0.99996469   +0 52 49.5
 AU3389
 AU3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3389!SPC LA S     -   1.00000376  x   0.99994011  =   0.99994387
 AU3389!UTM  15      -   1.00000376  x   0.99996469  =   0.99996845
 AU3389
 AU3389                          SUPERSEDED SURVEY CONTROL
 AU3389
 AU3389  ELLIP H (07/31/00)  -23.87   (m)                       GP(       ) 4 1
 AU3389  NAD 83(1992)-  29 41 34.16835(N)    091 13 23.06731(W) AD(       ) 2
 AU3389  ELLIP H (01/21/93)  -23.88   (m)                       GP(       ) 4 2
 AU3389  NAD 83(1986)-  29 41 34.19158(N)    091 13 23.06466(W) AD(       ) 2
 AU3389  NAVD 88 (07/31/00)    1.88   (m)            6.2    (f) LEVELING    3  
 AU3389  NGVD 29 (11/27/91)    2.1    (m)            7.     (f) GPS OBS        
 AU3389
 AU3389.Superseded values are not recommended for survey control.
 AU3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3389.See file dsdata.txt to determine how the superseded data were derived.
 AU3389
 AU3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7192086069(NAD 83)
 AU3389_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3389_SP_SET: CONCRETE POST
 AU3389_STAMPING: MON. L011 1990
 AU3389_MARK LOGO: LA-101
 AU3389_PROJECTION: FLUSH
 AU3389_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3389+STABILITY: SURFACE MOTION
 AU3389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3389+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3389
 AU3389  HISTORY     - Date     Condition        Report By
 AU3389  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3389  HISTORY     - 19930304 GOOD             NGS
 AU3389  HISTORY     - 19991130 GOOD             CDSMS
 AU3389
 AU3389                          STATION DESCRIPTION
 AU3389
 AU3389'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3389'THE MONUMENT IS LOCATED IN A TRIANGULAR SHAPED GRASS MEDIAN AT THE
 AU3389'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 182 AND
 AU3389'U.S. HIGHWAY 90 EXIT RAMP TO ACCESS ROAD IN BERWICK, LA.
 AU3389'THE MONUMENT IS LOCATED 49 FEET EAST OF THE CENTERLINE OF STATE
 AU3389'HIGHWAY 182, 22 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 90
 AU3389'EXIT RAMP, 36 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 90
 AU3389'ACCESS ROAD AND 1.6 FEET WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3389'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3389'FLUSH WITH THE GROUND.
 AU3389
 AU3389                          STATION RECOVERY (1993)
 AU3389
 AU3389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3389'0.1 KM (0.05 MI) SOUTHEASTERLY ALONG FIRST STREET FROM THE POST
 AU3389'OFFICE IN MORGAN CITY, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG THE
 AU3389'SOUTHERN PACIFIC RAILROAD, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG
 AU3389'FIRST STREET, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG STATE HIGHWAY
 AU3389'182, 17.2 M (56.4 FT) SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF
 AU3389'THE EASTBOUND LANES OF THE HIGHWAY, 13.7 M (44.9 FT) NORTHEAST OF THE
 AU3389'CENTERLINE OF THE NORTHBOUND LANE OF AN EXIT ROAD OF U.S. HIGHWAY
 AU3389'90, 9.8 M (32.2 FT) WEST OF THE CENTER OF THE EASTBOUND LANE OF THE
 AU3389'EXIT ROAD, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND THE
 AU3389'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AU3389
 AU3389                          STATION RECOVERY (1999)
 AU3389
 AU3389'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3389'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU3389'RECOVERED AS DESCRIBED IN 1993 DESCRIPTION EXCEPT ORANGE FIBERGLASS
 AU3389'WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3394 ***********************************************************************
 AU3394  DESIGNATION -  L 015
 AU3394  PID         -  AU3394
 AU3394  STATE/COUNTY-  LA/ST MARY
 AU3394  USGS QUAD   -  PATTERSON (1994)
 AU3394
 AU3394                         *CURRENT SURVEY CONTROL
 AU3394  ___________________________________________________________________
 AU3394* NAD 83(1992)-  29 42 48.74160(N)    091 20 24.04729(W)     ADJUSTED  
 AU3394* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU3394  **This station is located in a subsidence area (see below).
 AU3394  ___________________________________________________________________
 AU3394  X           -    -129,650.320 (meters)                     COMP
 AU3394  Y           -  -5,542,529.015 (meters)                     COMP
 AU3394  Z           -   3,142,822.982 (meters)                     COMP
 AU3394  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU3394  ELLIP HEIGHT-         -22.71  (meters)          (06/26/02) GPS OBS
 AU3394  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU3394  DYNAMIC HT  -           3.1   (meters)      10.    (feet)  COMP
 AU3394  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 AU3394
 AU3394  HORZ ORDER  -  SECOND
 AU3394  ELLP ORDER  -  FOURTH    CLASS II
 AU3394
 AU3394.The horizontal coordinates were established by GPS observations
 AU3394.and adjusted by the National Geodetic Survey in January 1993..
 AU3394
 AU3394 ** The orthometric height has not been validated since last determined
 AU3394 ** by differential leveling and should not be used for control purposes.
 AU3394 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3394 ** area with valid NAVD 88 orthometric heights.
 AU3394 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3394 ** epoch indicated which incorporates improved geoid heights for the
 AU3394 ** Southern Louisiana Subsidence area.
 AU3394 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3394.The orthometric height was scaled from a topographic map.
 AU3394
 AU3394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3394
 AU3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3394
 AU3394.The ellipsoidal height was determined by GPS observations
 AU3394.and is referenced to NAD 83.
 AU3394
 AU3394.The geoid height was determined by GEOID03.
 AU3394
 AU3394.The dynamic height is computed by dividing the NAVD 88
 AU3394.geopotential number by the normal gravity value computed on the
 AU3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3394.degrees latitude (g = 980.6199 gals.).
 AU3394
 AU3394.The modeled gravity was interpolated from observed gravity values.
 AU3394
 AU3394;                    North         East     Units Scale Factor Converg.
 AU3394;SPC LA S     -   134,514.482   999,353.688   MT  0.99993824   -0 00 12.0
 AU3394;SPC LA S     -   441,319.60  3,278,712.89   sFT  0.99993824   -0 00 12.0
 AU3394;UTM  15      - 3,288,197.025   660,571.220   MT  0.99991813   +0 49 22.7
 AU3394
 AU3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3394!SPC LA S     -   1.00000357  x   0.99993824  =   0.99994181
 AU3394!UTM  15      -   1.00000357  x   0.99991813  =   0.99992170
 AU3394
 AU3394                          SUPERSEDED SURVEY CONTROL
 AU3394
 AU3394  NAD 83(1986)-  29 42 48.76258(N)    091 20 24.04369(W) AD(       ) 2
 AU3394  NGVD 29 (11/27/91)    3.3    (m)           11.     (f) GPS OBS        
 AU3394
 AU3394.Superseded values are not recommended for survey control.
 AU3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3394.See file dsdata.txt to determine how the superseded data were derived.
 AU3394
 AU3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6057188197(NAD 83)
 AU3394_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3394_SP_SET: CONCRETE POST
 AU3394_STAMPING: MON. L015 1990
 AU3394_MARK LOGO: LA-101
 AU3394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3394+STABILITY: SURFACE MOTION
 AU3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3394+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1993
 AU3394
 AU3394  HISTORY     - Date     Condition        Report By
 AU3394  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3394  HISTORY     - 19930305 GOOD             NGS
 AU3394
 AU3394                          STATION DESCRIPTION
 AU3394
 AU3394'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3394'THE MONUMENT IS LOCATED 0.7 MILES NORTHWEST OF THE INTERSECTION OF
 AU3394'ZENOR DRIVE AND STATE HIGHWAY 182 BETWEEN CALUMET AND PATTERSON, LA.
 AU3394'THE MONUMENT IS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF THE
 AU3394'SOUTH ENTRANCE ROAD FROM STATE HIGHWAY 182 INTO THE H.P. WILLIAMS
 AU3394'MEMORIAL AIRPORT.
 AU3394'THE MONUMENT IS LOCATED 28.8 FEET SOUTHEAST OF THE CENTERLINE OF
 AU3394'STATE HIGHWAY 182, 23.5 FEET NORTHWEST OF THE CENTERLINE OF A SHELL
 AU3394'ENTRANCE ROAD TO THE H.P. WILLIAMS MEMORIAL AIRPORT, 8.25 FEET
 AU3394'SOUTHWEST OF A CHAINLINK FENCE CORNER OF LIFT STATION NO. 3 AND 1.4
 AU3394'FEET NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3394'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3394'FLUSH WITH THE GROUND.
 AU3394
 AU3394                          STATION RECOVERY (1993)
 AU3394
 AU3394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3394'0.4 KM (0.25 MI) NORTHEASTERLY ALONG CATHERINE STREET FROM THE POST
 AU3394'OFFICE IN PATTERSON, THENCE 6.6 KM (4.10 MI) WESTERLY ALONG STATE
 AU3394'HIGHWAY 182, 9.0 M (29.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AU3394'HIGHWAY, 7.5 M (24.6 FT) NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY,
 AU3394'2.5 M (8.2 FT) SOUTHWEST OF THE WEST CORNER OF A CHAIN-LINK FENCE
 AU3394'ENCLOSING SEWAGE LIFT STATION NUMBER 3, 0.4 M (1.3 FT) NORTHWEST OF A
 AU3394'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AU3394'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3400 ***********************************************************************
 AU3400  DESIGNATION -  L 020
 AU3400  PID         -  AU3400
 AU3400  STATE/COUNTY-  LA/ST MARY
 AU3400  USGS QUAD   -  NORTH BEND (1994)
 AU3400
 AU3400                         *CURRENT SURVEY CONTROL
 AU3400  ___________________________________________________________________
 AU3400* NAD 83(1992)-  29 44 42.19147(N)    091 26 17.86420(W)     ADJUSTED  
 AU3400* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 AU3400  **This station is located in a subsidence area (see below).
 AU3400  ___________________________________________________________________
 AU3400  X           -    -139,114.074 (meters)                     COMP
 AU3400  Y           -  -5,540,568.244 (meters)                     COMP
 AU3400  Z           -   3,145,857.306 (meters)                     COMP
 AU3400  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU3400  ELLIP HEIGHT-         -20.94  (meters)          (06/26/02) GPS OBS
 AU3400  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AU3400  DYNAMIC HT  -           5.0   (meters)      16.    (feet)  COMP
 AU3400  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 AU3400
 AU3400  HORZ ORDER  -  SECOND
 AU3400  ELLP ORDER  -  FOURTH    CLASS II
 AU3400
 AU3400.The horizontal coordinates were established by GPS observations
 AU3400.and adjusted by the National Geodetic Survey in January 1993..
 AU3400
 AU3400 ** The orthometric height has not been validated since last determined
 AU3400 ** by differential leveling and should not be used for control purposes.
 AU3400 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3400 ** area with valid NAVD 88 orthometric heights.
 AU3400 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3400 ** epoch indicated which incorporates improved geoid heights for the
 AU3400 ** Southern Louisiana Subsidence area.
 AU3400 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3400.The orthometric height was scaled from a topographic map.
 AU3400
 AU3400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3400
 AU3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3400
 AU3400.The ellipsoidal height was determined by GPS observations
 AU3400.and is referenced to NAD 83.
 AU3400
 AU3400.The geoid height was determined by GEOID03.
 AU3400
 AU3400.The dynamic height is computed by dividing the NAVD 88
 AU3400.geopotential number by the normal gravity value computed on the
 AU3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3400.degrees latitude (g = 980.6199 gals.).
 AU3400
 AU3400.The modeled gravity was interpolated from observed gravity values.
 AU3400
 AU3400;                    North         East     Units Scale Factor Converg.
 AU3400;SPC LA S     -   138,012.137   989,847.449   MT  0.99993565   -0 03 08.9
 AU3400;SPC LA S     -   452,794.82  3,247,524.51   sFT  0.99993565   -0 03 08.9
 AU3400;UTM  15      - 3,291,557.001   651,015.852   MT  0.99988139   +0 46 29.9
 AU3400
 AU3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3400!SPC LA S     -   1.00000329  x   0.99993565  =   0.99993894
 AU3400!UTM  15      -   1.00000329  x   0.99988139  =   0.99988468
 AU3400
 AU3400                          SUPERSEDED SURVEY CONTROL
 AU3400
 AU3400  ELLIP H (01/21/93)  -20.93   (m)                       GP(       ) 4 2
 AU3400  NAD 83(1986)-  29 44 42.21229(N)    091 26 17.85750(W) AD(       ) 2
 AU3400  NGVD 29 (11/27/91)    5.2    (m)           17.     (f) GPS OBS        
 AU3400
 AU3400.Superseded values are not recommended for survey control.
 AU3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3400.See file dsdata.txt to determine how the superseded data were derived.
 AU3400
 AU3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5101691557(NAD 83)
 AU3400_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3400_SP_SET: CONCRETE POST
 AU3400_STAMPING: MON. L020 1990
 AU3400_MARK LOGO: LA-101
 AU3400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3400+STABILITY: SURFACE MOTION
 AU3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3400+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1993
 AU3400
 AU3400  HISTORY     - Date     Condition        Report By
 AU3400  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3400  HISTORY     - 19930305 GOOD             NGS
 AU3400
 AU3400                          STATION DESCRIPTION
 AU3400
 AU3400'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3400'THE MONUMENT IS LOCATED IN THE CENTER GRASS MEDIAN BETWEEN THE EAST
 AU3400'AND WEST BOUND LANES OF U.S. HIGHWAY 90, APPROXIMATELY 1.25 MILES
 AU3400'SOUTHWEST OF CENTERVILLE, LA., AT THE WEST END OF THE U.S. HIGHWAY
 AU3400'90 BRIDGE OVER STATE HIGHWAY 317.
 AU3400'THE MONUMENT IS LOCATED 24.4 FEET SOUTHWEST OF THE CENTERLINE OF
 AU3400'U.S. HIGHWAY 90 WESTBOUND LANE, 67.0 FEET NORTHWEST OF THE SOUTHWEST
 AU3400'END OF THE U.S. HIGHWAY 90 WESTBOUND BRIDGE AND 1.5 FEET SOUTH OF AN
 AU3400'ORANGE FIBERGLASS WITNESS POST.
 AU3400'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3400'FLUSH WITH THE GROUND.
 AU3400
 AU3400                          STATION RECOVERY (1993)
 AU3400
 AU3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3400'1.9 KM (1.20 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 317 FROM THE
 AU3400'JUNCTION OF STATE HIGHWAY 182 IN CENTERVILLE, THENCE 0.3 KM (0.20 MI)
 AU3400'NORTHWESTERLY ALONG AN ON-RAMP LEADING TO WESTBOUND U.S. HIGHWAY 90,
 AU3400'60.3 M (197.8 FT) SOUTHWEST OF THE CENTERLINE OF THE RAMP, 20.1 M
 AU3400'(65.9 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AU3400'HIGHWAY, 14.9 M (48.9 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 AU3400'THE WESTBOUND U.S. HIGHWAY OVERPASS OF THE HIGHWAY, 6.9 M (22.6 FT)
 AU3400'SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 AU3400'4.6 M (15.1 FT) SOUTHEAST OF THE WEST END OF A GUARDRAIL, 1.0 M (3.3
 AU3400'FT) SOUTH OF THE SOUTHWEST FACE OF THE GUARDRAIL, 0.3 M (1.0 FT)
 AU3400'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AU3400'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3401 ***********************************************************************
 AU3401  DESIGNATION -  L 021
 AU3401  PID         -  AU3401
 AU3401  STATE/COUNTY-  LA/ST MARY
 AU3401  USGS QUAD   -  CENTERVILLE (1994)
 AU3401
 AU3401                         *CURRENT SURVEY CONTROL
 AU3401  ___________________________________________________________________
 AU3401* NAD 83(1992)-  29 45 35.21458(N)    091 25 45.42350(W)     ADJUSTED  
 AU3401* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU3401  **This station is located in a subsidence area (see below).
 AU3401  ___________________________________________________________________
 AU3401  X           -    -138,222.428 (meters)                     COMP
 AU3401  Y           -  -5,539,778.820 (meters)                     COMP
 AU3401  Z           -   3,147,273.992 (meters)                     COMP
 AU3401  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU3401  ELLIP HEIGHT-         -22.42  (meters)          (06/26/02) GPS OBS
 AU3401  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AU3401  DYNAMIC HT  -           3.6   (meters)      12.    (feet)  COMP
 AU3401  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AU3401
 AU3401  HORZ ORDER  -  SECOND
 AU3401  ELLP ORDER  -  FOURTH    CLASS II
 AU3401
 AU3401.The horizontal coordinates were established by GPS observations
 AU3401.and adjusted by the National Geodetic Survey in January 1993..
 AU3401
 AU3401 ** The orthometric height has not been validated since last determined
 AU3401 ** by differential leveling and should not be used for control purposes.
 AU3401 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3401 ** area with valid NAVD 88 orthometric heights.
 AU3401 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3401 ** epoch indicated which incorporates improved geoid heights for the
 AU3401 ** Southern Louisiana Subsidence area.
 AU3401 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3401.The orthometric height was scaled from a topographic map.
 AU3401
 AU3401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3401
 AU3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3401
 AU3401.The ellipsoidal height was determined by GPS observations
 AU3401.and is referenced to NAD 83.
 AU3401
 AU3401.The geoid height was determined by GEOID03.
 AU3401
 AU3401.The dynamic height is computed by dividing the NAVD 88
 AU3401.geopotential number by the normal gravity value computed on the
 AU3401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3401.degrees latitude (g = 980.6199 gals.).
 AU3401
 AU3401.The modeled gravity was interpolated from observed gravity values.
 AU3401
 AU3401;                    North         East     Units Scale Factor Converg.
 AU3401;SPC LA S     -   139,643.911   990,720.440   MT  0.99993454   -0 02 52.7
 AU3401;SPC LA S     -   458,148.40  3,250,388.64   sFT  0.99993454   -0 02 52.7
 AU3401;UTM  15      - 3,293,201.129   651,865.139   MT  0.99988456   +0 46 47.3
 AU3401
 AU3401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3401!SPC LA S     -   1.00000352  x   0.99993454  =   0.99993806
 AU3401!UTM  15      -   1.00000352  x   0.99988456  =   0.99988808
 AU3401
 AU3401:                Primary Azimuth Mark                     Grid Az
 AU3401:SPC LA S     -  L021A                                    279 52 19.0
 AU3401:UTM  15      -  L021A                                    279 02 39.0
 AU3401
 AU3401|---------------------------------------------------------------------|
 AU3401| PID    Reference Object                     Distance      Geod. Az  |
 AU3401|                                                           dddmmss.s |
 AU3401| AU3402 L021A                               473.813 METERS 2794926.3 |
 AU3401|---------------------------------------------------------------------|
 AU3401
 AU3401                          SUPERSEDED SURVEY CONTROL
 AU3401
 AU3401  ELLIP H (01/21/93)  -22.41   (m)                       GP(       ) 4 2
 AU3401  NAD 83(1986)-  29 45 35.23547(N)    091 25 45.41684(W) AD(       ) 2
 AU3401  NGVD 29 (11/27/91)    3.7    (m)           12.     (f) GPS OBS        
 AU3401
 AU3401.Superseded values are not recommended for survey control.
 AU3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3401.See file dsdata.txt to determine how the superseded data were derived.
 AU3401
 AU3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5186593201(NAD 83)
 AU3401_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3401_SP_SET: CONCRETE POST
 AU3401_STAMPING: MON. L021 1990
 AU3401_MARK LOGO: LA-101
 AU3401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3401+STABILITY: SURFACE MOTION
 AU3401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3401+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 AU3401
 AU3401  HISTORY     - Date     Condition        Report By
 AU3401  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3401  HISTORY     - 19930305 GOOD             NGS
 AU3401  HISTORY     - 20060509 GOOD             NGS
 AU3401
 AU3401                          STATION DESCRIPTION
 AU3401
 AU3401'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3401'THE MONUMENT IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 182 IN
 AU3401'FRONT OF THE CENTERVILLE HIGH SCHOOL IN CENTERVILLE, LA.
 AU3401'THE MONUMENT IS LOCATED 39.5 FEET EAST OF THE NORTH ENTRANCE SIDEWALK
 AU3401'TO THE HIGH SCHOOL, 28.9 FEET SOUTH OF THE CENTERLINE OF STATE
 AU3401'HIGHWAY 182, 1.0 FEET NORTH OF A CHAINLINK FENCE AND AN ORANGE
 AU3401'FIBERGLASS WITNESS POST.
 AU3401'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3401'FLUSH WITH THE GROUND.
 AU3401
 AU3401                          STATION RECOVERY (1993)
 AU3401
 AU3401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3401'IN CENTERVILLE, AT THE INTERSECTION OF STATE HIGHWAY 182 AND 317,
 AU3401'85.6 M (280.8 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 317, 39.4 M
 AU3401'(129.3 FT) EAST OF UTILITY POLE NUMBER 96947 39745, 20.3 M (66.6 FT)
 AU3401'NORTHEAST OF A FLAGPOLE, 10.6 M (34.8 FT) EAST OF THE EAST EDGE OF A
 AU3401'SIDEWALK, 9.0 M (29.5 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 AU3401'STATE HIGHWAY 182, 1.2 M (3.9 FT) SOUTH OF THE SOUTH EDGE OF A
 AU3401'SIDEWALK, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AU3401'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AU3401
 AU3401                          STATION RECOVERY (2006)
 AU3401
 AU3401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU3401'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3403 ***********************************************************************
 AU3403  DESIGNATION -  L 022
 AU3403  PID         -  AU3403
 AU3403  STATE/COUNTY-  LA/ST MARY
 AU3403  USGS QUAD   -  CENTERVILLE (1994)
 AU3403
 AU3403                         *CURRENT SURVEY CONTROL
 AU3403  ___________________________________________________________________
 AU3403* NAD 83(1992)-  29 45 13.85847(N)    091 24 03.60019(W)     ADJUSTED  
 AU3403* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU3403  **This station is located in a subsidence area (see below).
 AU3403  ___________________________________________________________________
 AU3403  X           -    -135,495.644 (meters)                     COMP
 AU3403  Y           -  -5,540,171.991 (meters)                     COMP
 AU3403  Z           -   3,146,702.745 (meters)                     COMP
 AU3403  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3403  ELLIP HEIGHT-         -23.18  (meters)          (06/26/02) GPS OBS
 AU3403  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AU3403  DYNAMIC HT  -           2.8   (meters)       9.    (feet)  COMP
 AU3403  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 AU3403
 AU3403  HORZ ORDER  -  SECOND
 AU3403  ELLP ORDER  -  FOURTH    CLASS II
 AU3403
 AU3403.The horizontal coordinates were established by GPS observations
 AU3403.and adjusted by the National Geodetic Survey in January 1993..
 AU3403
 AU3403 ** The orthometric height has not been validated since last determined
 AU3403 ** by differential leveling and should not be used for control purposes.
 AU3403 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3403 ** area with valid NAVD 88 orthometric heights.
 AU3403 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3403 ** epoch indicated which incorporates improved geoid heights for the
 AU3403 ** Southern Louisiana Subsidence area.
 AU3403 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3403.The orthometric height was scaled from a topographic map.
 AU3403
 AU3403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3403
 AU3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3403
 AU3403.The ellipsoidal height was determined by GPS observations
 AU3403.and is referenced to NAD 83.
 AU3403
 AU3403.The geoid height was determined by GEOID03.
 AU3403
 AU3403.The dynamic height is computed by dividing the NAVD 88
 AU3403.geopotential number by the normal gravity value computed on the
 AU3403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3403.degrees latitude (g = 980.6199 gals.).
 AU3403
 AU3403.The modeled gravity was interpolated from observed gravity values.
 AU3403
 AU3403;                    North         East     Units Scale Factor Converg.
 AU3403;SPC LA S     -   138,984.421   993,455.463   MT  0.99993498   -0 02 01.8
 AU3403;SPC LA S     -   455,984.72  3,259,361.80   sFT  0.99993498   -0 02 01.8
 AU3403;UTM  15      - 3,292,581.242   654,609.279   MT  0.99989494   +0 47 37.3
 AU3403
 AU3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3403!SPC LA S     -   1.00000364  x   0.99993498  =   0.99993862
 AU3403!UTM  15      -   1.00000364  x   0.99989494  =   0.99989858
 AU3403
 AU3403                          SUPERSEDED SURVEY CONTROL
 AU3403
 AU3403  ELLIP H (01/21/93)  -23.17   (m)                       GP(       ) 4 2
 AU3403  NAD 83(1986)-  29 45 13.87934(N)    091 24 03.59438(W) AD(       ) 2
 AU3403  NGVD 29 (11/27/91)    2.9    (m)           10.     (f) GPS OBS        
 AU3403
 AU3403.Superseded values are not recommended for survey control.
 AU3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3403.See file dsdata.txt to determine how the superseded data were derived.
 AU3403
 AU3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5460992581(NAD 83)
 AU3403_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3403_SP_SET: CONCRETE POST
 AU3403_STAMPING: MON. L022 1990
 AU3403_MARK LOGO: LA-101
 AU3403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3403+STABILITY: SURFACE MOTION
 AU3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3403+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1993
 AU3403
 AU3403  HISTORY     - Date     Condition        Report By
 AU3403  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3403  HISTORY     - 19930305 GOOD             NGS
 AU3403
 AU3403                          STATION DESCRIPTION
 AU3403
 AU3403'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3403'MONUMENT IS LOCATED APPROXIMATELY 1.65 MILES EAST OF CENTERVILLE,
 AU3403'LA. IN VERDUNVILLE, LA. ON STATE HIGHWAY 182. MONUMENT IS AT THE
 AU3403'SOUTHEAST CORNER OF STATE HIGHWAY 182 AND PRAIRIE ROAD ( ALSO
 AU3403'KNOWN AS ST. MARY PARISH ROAD 127 ) INTERSECTION. MONUMENT IS 40.3
 AU3403'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 182, 46.5 FEET
 AU3403'SOUTHEAST OF THE EAST EDGE OF PRAIRIE ROAD, 6.4 FEET EAST OF THE
 AU3403'NORTHEAST CORNER OF A WOODEN FENCE AROUND LIFT STATION NO. 12
 AU3403'( PRAIRIE ROAD NO. 1 SEWAGE DISTRICT NO. 5 ) AND 6.0 FEET EAST OF
 AU3403'AN ORANGE FIBERGLASS WITNESS POST. MONUMENT IS AN ALUMINUM DISK
 AU3403'SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND.
 AU3403
 AU3403                          STATION RECOVERY (1993)
 AU3403
 AU3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3403'2.8 KM (1.75 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 182 FROM THE
 AU3403'JUNCTION OF STATE HIGHWAY 317 IN CENTERVILLE, 30.8 M (101.0 FT)
 AU3403'NORTHWEST OF UTILITY POLE NUMBER 98767 39526 1/2 WITH 2 TRANSFORMERS
 AU3403'AND 3 GUY CABLES, 17.4 M (57.1 FT) SOUTHEAST OF THE CENTERLINE OF
 AU3403'PRAIRIE ROAD, 12.3 M (40.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AU3403'HIGHWAY, 6.1 M (20.0 FT) NORTHEAST OF THE SOUTH CORNER OF A FENCE
 AU3403'ENCLOSING SEWAGE LIFT STATION NUMBER 12, 2.0 M (6.6 FT) SOUTHEAST OF
 AU3403'THE EAST CORNER OF THE FENCE, 1.9 M (6.2 FT) SOUTHEAST OF A WITNESS
 AU3403'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AU3403'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3404 ***********************************************************************
 AU3404  DESIGNATION -  L 023
 AU3404  PID         -  AU3404
 AU3404  STATE/COUNTY-  LA/ST MARY
 AU3404  USGS QUAD   -  CENTERVILLE (1994)
 AU3404
 AU3404                         *CURRENT SURVEY CONTROL
 AU3404  ___________________________________________________________________
 AU3404* NAD 83(1992)-  29 45 27.17255(N)    091 28 04.65027(W)     ADJUSTED  
 AU3404* NAVD 88     -         8.   **(meters)      26.   **(feet)  SCALED    
 AU3404  **This station is located in a subsidence area (see below).
 AU3404  ___________________________________________________________________
 AU3404  X           -    -141,964.941 (meters)                     COMP
 AU3404  Y           -  -5,539,810.988 (meters)                     COMP
 AU3404  Z           -   3,147,061.234 (meters)                     COMP
 AU3404  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU3404  ELLIP HEIGHT-         -17.97  (meters)          (06/26/02) GPS OBS
 AU3404  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AU3404  DYNAMIC HT  -           8.0   (meters)      26.    (feet)  COMP
 AU3404  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 AU3404
 AU3404  HORZ ORDER  -  SECOND
 AU3404  ELLP ORDER  -  FOURTH    CLASS II
 AU3404
 AU3404.The horizontal coordinates were established by GPS observations
 AU3404.and adjusted by the National Geodetic Survey in January 1993..
 AU3404
 AU3404 ** The orthometric height has not been validated since last determined
 AU3404 ** by differential leveling and should not be used for control purposes.
 AU3404 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3404 ** area with valid NAVD 88 orthometric heights.
 AU3404 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3404 ** epoch indicated which incorporates improved geoid heights for the
 AU3404 ** Southern Louisiana Subsidence area.
 AU3404 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3404.The orthometric height was scaled from a topographic map.
 AU3404
 AU3404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3404
 AU3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3404
 AU3404.The ellipsoidal height was determined by GPS observations
 AU3404.and is referenced to NAD 83.
 AU3404
 AU3404.The geoid height was determined by GEOID03.
 AU3404
 AU3404.The dynamic height is computed by dividing the NAVD 88
 AU3404.geopotential number by the normal gravity value computed on the
 AU3404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3404.degrees latitude (g = 980.6199 gals.).
 AU3404
 AU3404.The modeled gravity was interpolated from observed gravity values.
 AU3404
 AU3404;                    North         East     Units Scale Factor Converg.
 AU3404;SPC LA S     -   139,400.067   986,979.922   MT  0.99993471   -0 04 02.3
 AU3404;SPC LA S     -   457,348.39  3,238,116.63   sFT  0.99993471   -0 04 02.3
 AU3404;UTM  15      - 3,292,903.285   648,128.746   MT  0.99987073   +0 45 37.9
 AU3404
 AU3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3404!SPC LA S     -   1.00000282  x   0.99993471  =   0.99993753
 AU3404!UTM  15      -   1.00000282  x   0.99987073  =   0.99987355
 AU3404
 AU3404                          SUPERSEDED SURVEY CONTROL
 AU3404
 AU3404  ELLIP H (01/21/93)  -17.95   (m)                       GP(       ) 4 2
 AU3404  NAD 83(1986)-  29 45 27.19343(N)    091 28 04.64362(W) AD(       ) 2
 AU3404  NGVD 29 (11/27/91)    8.2    (m)           27.     (f) GPS OBS        
 AU3404
 AU3404.Superseded values are not recommended for survey control.
 AU3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3404.See file dsdata.txt to determine how the superseded data were derived.
 AU3404
 AU3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4812992903(NAD 83)
 AU3404_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3404_SP_SET: CONCRETE POST
 AU3404_STAMPING: MON. L023 1990
 AU3404_MARK LOGO: LA-101
 AU3404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3404+STABILITY: SURFACE MOTION
 AU3404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3404+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1993
 AU3404
 AU3404  HISTORY     - Date     Condition        Report By
 AU3404  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3404  HISTORY     - 19930308 GOOD             NGS
 AU3404
 AU3404                          STATION DESCRIPTION
 AU3404
 AU3404'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3404'THE MONUMENT IS LOCATED BETWEEN THE EAST AND WEST BOUND LANES OF
 AU3404'U.S. HIGHWAY 90, AT THE WEST END OF THE U.S. HIGHWAY 90 BRIDGE
 AU3404'OVERPASS OF THE SOUTHERN PACIFIC RAILROAD, SOUTH OF GARDEN CITY, LA.
 AU3404'THE MONUMENT IS LOCATED 61.6 FEET SOUTH OF THE CENTERLINE OF U.S.
 AU3404'HIGHWAY 90 WESTBOUND LANES, 26.2 FEET NORTH OF THE CENTERLINE OF
 AU3404'U.S. HIGHWAY 90 EASTBOUND LANES, 18.5 FEET NORTHWEST OF THE NORTHWEST
 AU3404'END OF THE U.S. HIGHWAY 90 EASTBOUND LANE BRIDGE WALL AND 6.0 FEET
 AU3404'NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3404'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3404'FLUSH WITH THE GROUND.
 AU3404
 AU3404                          STATION RECOVERY (1993)
 AU3404
 AU3404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3404'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG WILLOW STREET FROM THE POST
 AU3404'OFFICE IN FRANKLIN, THENCE 5.5 KM (3.40 MI) SOUTHEASTERLY ALONG THE
 AU3404'SOUTHERN PACIFIC RAILROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 AU3404'U.S. HIGHWAY 90, 48.5 M (159.1 FT) EAST OF THE WEST END OF A
 AU3404'GUARDRAIL, 18.8 M (61.7 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND
 AU3404'LANES OF THE HIGHWAY, 13.8 M (45.3 FT) SOUTH-SOUTHWEST OF THE
 AU3404'SOUTHWEST CORNER OF THE WESTBOUND HIGHWAY OVERPASS OF THE RAILROAD,
 AU3404'5.6 M (18.4 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AU3404'EASTBOUND OVERPASS, 0.9 M (3.0 FT) NORTH-NORTHWEST OF A WITNESS POST,
 AU3404'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AU3404'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3428 ***********************************************************************
 AU3428  DESIGNATION -  L 043
 AU3428  PID         -  AU3428
 AU3428  STATE/COUNTY-  LA/ST MARY
 AU3428  USGS QUAD   -  KEMPER (1994)
 AU3428
 AU3428                         *CURRENT SURVEY CONTROL
 AU3428  ___________________________________________________________________
 AU3428* NAD 83(1992)-  29 48 13.55415(N)    091 40 05.87623(W)     ADJUSTED  
 AU3428* NAVD 88     -         3.16   (+/-2cm)      10.4  **(feet)  VERTCON   
 AU3428  **This station is located in a subsidence area (see below).
 AU3428  ___________________________________________________________________
 AU3428  X           -    -161,260.341 (meters)                     COMP
 AU3428  Y           -  -5,536,732.875 (meters)                     COMP
 AU3428  Z           -   3,151,505.222 (meters)                     COMP
 AU3428  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3428  ELLIP HEIGHT-         -23.03  (meters)          (06/26/02) GPS OBS
 AU3428  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AU3428
 AU3428  HORZ ORDER  -  SECOND
 AU3428  VERT ORDER  -  SECOND    CLASS I (See Below)
 AU3428  ELLP ORDER  -  FOURTH    CLASS II
 AU3428
 AU3428.The horizontal coordinates were established by GPS observations
 AU3428.and adjusted by the National Geodetic Survey in January 1993..
 AU3428
 AU3428 ** The orthometric height has not been validated since last determined
 AU3428 ** by differential leveling and should not be used for control purposes.
 AU3428 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3428 ** area with valid NAVD 88 orthometric heights.
 AU3428 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3428 ** epoch indicated which incorporates improved geoid heights for the
 AU3428 ** Southern Louisiana Subsidence area.
 AU3428 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3428.The vertical order pertains to the NGVD 29 superseded value.
 AU3428
 AU3428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3428
 AU3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3428
 AU3428.The ellipsoidal height was determined by GPS observations
 AU3428.and is referenced to NAD 83.
 AU3428
 AU3428.The geoid height was determined by GEOID03.
 AU3428
 AU3428;                    North         East     Units Scale Factor Converg.
 AU3428;SPC LA S     -   144,562.512   967,619.276   MT  0.99993163   -0 10 03.0
 AU3428;SPC LA S     -   474,285.51  3,174,597.57   sFT  0.99993163   -0 10 03.0
 AU3428;UTM  15      - 3,297,784.712   628,697.335   MT  0.99980436   +0 39 43.2
 AU3428
 AU3428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3428!SPC LA S     -   1.00000362  x   0.99993163  =   0.99993525
 AU3428!UTM  15      -   1.00000362  x   0.99980436  =   0.99980798
 AU3428
 AU3428                          SUPERSEDED SURVEY CONTROL
 AU3428
 AU3428  NAD 83(1986)-  29 48 13.57697(N)    091 40 05.87027(W) AD(       ) 2
 AU3428  NGVD 29 (12/01/98)    3.190  (m)           10.47   (f) ADJUSTED    2 1
 AU3428
 AU3428.Superseded values are not recommended for survey control.
 AU3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3428.See file dsdata.txt to determine how the superseded data were derived.
 AU3428
 AU3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2869797785(NAD 83)
 AU3428_MARKER: DD = SURVEY DISK
 AU3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3428_SP_SET: CONCRETE POST
 AU3428_STAMPING: MON. L043 1990
 AU3428_MARK LOGO: LA-101
 AU3428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3428+STABILITY: SURFACE MOTION
 AU3428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3428+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3428
 AU3428  HISTORY     - Date     Condition        Report By
 AU3428  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3428  HISTORY     - 19930310 GOOD             LADTD
 AU3428
 AU3428                          STATION DESCRIPTION
 AU3428
 AU3428'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3428'THE MONUMENT IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION
 AU3428'OF STATE HIGHWAY 83 AND FREETOWN ROAD ( ST. MARY PARISH ROAD 24 ),
 AU3428'IN GLENCOE, LA., APPROXIMATELY 6.8 MILES EAST OF LOUISA, LA.
 AU3428'THE MONUMENT IS LOCATED 52.0 FEET WEST OF THE CENTERLINE OF THE
 AU3428'SOUTHERN PACIFIC RAILROAD, 42.0 FEET EAST OF THE EAST EDGE OF STATE
 AU3428'HIGHWAY 83, 17.5 FEET SOUTHWEST OF THE SOUTH EDGE OF FREETOWN ROAD
 AU3428'AND 1.5 FEET NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3428'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3428'FLUSH WITH THE GROUND.
 AU3428
 AU3428                          STATION RECOVERY (1993)
 AU3428
 AU3428'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 AU3428'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTHWEST OF NEW IBERIA
 AU3428'AND 7.3 MI (11.7 KM) WEST OF FRANKLIN.  OWNERSHIP--LOUISIANA
 AU3428'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 AU3428'FROM THE JUNCTION OF U.S.  HIGHWAY 90 AND STATE HIGHWAY 83 IN ST MARY
 AU3428'PARISH, GO SOUTHWEST FOR 8.0 MI (12.9 KM) ON HIGHWAY 83 TO THE STATION
 AU3428'SET ON THE LEFT AT THE JUNCTION OF HIGHWAY 83 AND PARISH ROAD NUMBER
 AU3428'24 (FREETOWN ROAD) . THE STATION IS 52.5 FT (16.0 M) EAST FROM THE
 AU3428'CENTER OF THE HIGHWAY, 52.0 FT (15.8 M) WEST FROM THE WEST RAIL OF THE
 AU3428'L AND D RAILROAD TRACKS, 27.0 FT (8.2 M) SOUTHWEST FROM THE CENTER OF
 AU3428'THE PARISH ROAD, 1.5 FT (0.5 M) NORTH FROM A FIBERGLASS WITNESS POST,
 AU3428'FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL
 AU3428'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3429 ***********************************************************************
 AU3429  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU3429  FBN         -  This is a Federal Base Network Control Station.
 AU3429  DESIGNATION -  L 044
 AU3429  PID         -  AU3429
 AU3429  STATE/COUNTY-  LA/ST MARY
 AU3429  USGS QUAD   -  WEEKS (1994)
 AU3429
 AU3429                         *CURRENT SURVEY CONTROL
 AU3429  ___________________________________________________________________
 AU3429* NAD 83(1992)-  29 46 45.64440(N)    091 45 05.65453(W)     ADJUSTED  
 AU3429* NAVD 88     -         1.94 **(meters)       6.4  **(feet)  GPS OBS(2004.65)
 AU3429  **This station is located in a subsidence area (see below).
 AU3429  ___________________________________________________________________
 AU3429  EPOCH DATE  -        2004.65
 AU3429  X           -    -169,348.147 (meters)                     COMP
 AU3429  Y           -  -5,537,835.972 (meters)                     COMP
 AU3429  Z           -   3,149,155.570 (meters)                     COMP
 AU3429  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AU3429  ELLIP HEIGHT-         -24.12  (meters)          (06/22/05) GPS OBS
 AU3429  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AU3429
 AU3429  HORZ ORDER  -  B
 AU3429  VERT ORDER  -  SECOND    CLASS I (See Below)
 AU3429  ELLP ORDER  -  FOURTH    CLASS I
 AU3429
 AU3429.The horizontal coordinates were established by GPS observations
 AU3429.and adjusted by the National Geodetic Survey in June 2005..
 AU3429.The horizontal coordinates are valid at the epoch date displayed above.
 AU3429.The epoch date for horizontal control is a decimal equivalence
 AU3429.of Year/Month/Day.
 AU3429
 AU3429 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3429 ** and geoid heights are valid at the date of observation. These heights
 AU3429 ** must always be validated when used as control.
 AU3429 ** The orthometric height was determined by GPS observations using
 AU3429 ** precise GPS observation and processing techniques and a new
 AU3429 ** realization of GEOID03. It supersedes the leveled height previously
 AU3429 ** determined for this station.
 AU3429 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3429 ** epoch indicated which incorporates improved geoid heights for the
 AU3429 ** Southern Louisiana Subsidence area.
 AU3429 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3429.The orthometric height was determined by GPS observations and a
 AU3429.high-resolution geoid model using precise GPS observation and
 AU3429.processing techniques.
 AU3429.The vertical order pertains to the NGVD 29 superseded value.
 AU3429
 AU3429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3429
 AU3429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3429
 AU3429.The ellipsoidal height was determined by GPS observations
 AU3429.and is referenced to NAD 83.
 AU3429
 AU3429.The geoid height was determined by GEOID03.
 AU3429
 AU3429;                    North         East     Units Scale Factor Converg.
 AU3429;SPC LA S     -   141,882.308   959,559.649   MT  0.99993317   -0 12 32.8
 AU3429;SPC LA S     -   465,492.21  3,148,155.28   sFT  0.99993317   -0 12 32.8
 AU3429;UTM  15      - 3,294,988.522   620,678.473   MT  0.99977968   +0 37 12.4
 AU3429
 AU3429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3429!SPC LA S     -   1.00000379  x   0.99993317  =   0.99993696
 AU3429!UTM  15      -   1.00000379  x   0.99977968  =   0.99978347
 AU3429
 AU3429                          SUPERSEDED SURVEY CONTROL
 AU3429
 AU3429  ELLIP H (06/20/00)  -24.11   (m)                       GP(       ) 3 1
 AU3429  ELLIP H (01/21/93)  -24.09   (m)                       GP(       ) 4 2
 AU3429  NAD 83(1992)-  29 46 45.64395(N)    091 45 05.65339(W) AD(       ) B
 AU3429  ELLIP H (09/10/92)  -24.09   (m)                       GP(       ) 4 1
 AU3429  NAD 83(1986)-  29 46 45.66820(N)    091 45 05.64661(W) AD(       ) 2
 AU3429  NGVD 29 (12/01/98)    2.020  (m)            6.63   (f) ADJUSTED    2 1
 AU3429
 AU3429.Superseded values are not recommended for survey control.
 AU3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3429.See file dsdata.txt to determine how the superseded data were derived.
 AU3429
 AU3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2067894989(NAD 83)
 AU3429_MARKER: DD = SURVEY DISK
 AU3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3429_SP_SET: CONCRETE POST
 AU3429_STAMPING: LA-101
 AU3429_MARK LOGO: LA-101
 AU3429_PROJECTION: FLUSH
 AU3429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3429+STABILITY: SURFACE MOTION
 AU3429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3429+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 AU3429
 AU3429  HISTORY     - Date     Condition        Report By
 AU3429  HISTORY     - 1990     MONUMENTED       LA-101
 AU3429  HISTORY     - 19910827 GOOD             LADTD
 AU3429  HISTORY     - 19920227 GOOD
 AU3429  HISTORY     - 19930310 GOOD             LADTD
 AU3429  HISTORY     - 19980304 GOOD             NGS
 AU3429  HISTORY     - 19991130 GOOD             CDSMS
 AU3429  HISTORY     - 20030429 GOOD             LADTD
 AU3429  HISTORY     - 20040601 GOOD             NGS
 AU3429
 AU3429                          STATION DESCRIPTION
 AU3429
 AU3429'DESCRIBED BY ST MARY PARISH LOUISIANA 1990
 AU3429'THE MONUMENT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION
 AU3429'OF STATE HIGHWAY 83 AND ALICE B. ROAD ( ST. MARY PARISH ROAD 22 )
 AU3429'EAST OF LOUSIA, LA.
 AU3429'THE MONUMENT IS LOCATED 50.8 FEET SOUTH OF THE CENTERLINE OF STATE
 AU3429'HIGHWAY 83, 51.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 AU3429'SIGN FOR THE PORT OF WEST ST. MARY AND 1.5 FEET NORTH OF AND ORANGE
 AU3429'FIBERGLASS WITNESS POST.
 AU3429'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3429'FLUSH WITH THE GROUND.
 AU3429
 AU3429                          STATION RECOVERY (1991)
 AU3429
 AU3429'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AU3429'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTH-SOUTHEAST OF NEW
 AU3429'IBERIA AND 13.0 MI (20.9 KM) WEST OF FRANKLIN.  OWNERSHIP--LOUISIANA
 AU3429'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU3429'HIGHWAY 83 IN IBERIA PARISH, GO SOUTH AND EAST FOR 16.5 MI (26.6 KM)
 AU3429'ON HIGHWAY 83 TO THE STATION OR TO REACH THE STATION FROM THE JUNCTION
 AU3429'OF THE SAME HIGHWAYS IN ST MARY PARISH, GO SOUTHWEST FOR 13.7 MI
 AU3429'(22.0 KM) ON HIGHWAY 83 TO THE STATION SET ON THE LEFT, NEAR THE PORT
 AU3429'OF WEST ST MARY SIGN.
 AU3429'THE STATION IS 114.5 FT (34.9 M) NORTH-NORTHWEST FROM THE NORTH RAIL
 AU3429'OF THE L AND D RAILROAD, 52.5 FT (16.0 M) WEST-NORTHWEST FROM THE
 AU3429'NORTHWEST CORNER OF THE SIGN, 51.0 FT (15.5 M) SOUTH-SOUTHEAST FROM
 AU3429'THE CENTER OF THE HIGHWAY, 12.5 FT (3.8 M) SOUTH-SOUTHEAST FROM A
 AU3429'TELEPHONE JUNCTION BOX NUMBER 112, 1.5 FT (0.5 M) NORTHWEST FROM A
 AU3429'FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0
 AU3429'FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
 AU3429
 AU3429                          STATION RECOVERY (1992)
 AU3429
 AU3429'RECOVERED 1992
 AU3429'RECOVERED IN GOOD CONDITION.
 AU3429
 AU3429                          STATION RECOVERY (1993)
 AU3429
 AU3429'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 AU3429'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTH-SOUTHEAST OF NEW
 AU3429'IBERIA AND 13.0 MI (20.9 KM) WEST FO FRANKLIN.  OWNERSHIP--LOUISIANA
 AU3429'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 AU3429'FROM THE JUNCTION OF U.S.  HIGHWAY 90 AND STATE HIGHWAY 83 IN IBERIA
 AU3429'PARISH, GO SOUTH AND EAST FOR 16.5 MI (26.6 KM) ON HIGHWAY 83 TO THE
 AU3429'STATION OR TO REACH THE STATION FROM THE JUNCTION OF THE SAME HIGHWAYS
 AU3429'IN ST MARY PARISH, GO SOUTHWEST FOR 13.7 MI (22.0 KM) ON HIGHWAY 83 TO
 AU3429'THE STATION SET ON THE LEFT, NEAR THE PORT OF WEST ST MARY SIGN. THE
 AU3429'STATION IS 114.5 FT (34.9 M) NORTH-NORTHWEST FROM THE NORTH RAIL OF
 AU3429'THE L AND D RAILROAD, 52.5 FT (16.0 M) WEST-NORTHWEST FROM THE
 AU3429'NORTHWEST CORNER OF THE SIGN, 51.0 FT (15.5 M) SOUTH-SOUTHEAST FROM
 AU3429'THE CENTER OF THE HIGHWAY, 12.5 FT (3.8 M) SOUTH-SOUTHEAST FROM A
 AU3429'TELEPHONE JUNCTIN BOX NUMBER 112, 1.5 FT (0.5 M) NORTHWEST FROM A
 AU3429'FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0
 AU3429'FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
 AU3429
 AU3429                          STATION RECOVERY (1998)
 AU3429
 AU3429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AU3429'RECOVERED AS DESCRIBED.
 AU3429
 AU3429                          STATION RECOVERY (1999)
 AU3429
 AU3429'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3429'RECOVERED IN GOOD CONDITION.
 AU3429
 AU3429                          STATION RECOVERY (2003)
 AU3429
 AU3429'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 AU3429'RECOVERED IN GOOD CONDITION.
 AU3429
 AU3429                          STATION RECOVERY (2004)
 AU3429
 AU3429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU3429'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2004 ***********************************************************************
 BX2004  DESIGNATION -  L 100
 BX2004  PID         -  BX2004
 BX2004  STATE/COUNTY-  LA/VERNON
 BX2004  USGS QUAD   -  NEW LLANO (1994)
 BX2004
 BX2004                         *CURRENT SURVEY CONTROL
 BX2004  ___________________________________________________________________
 BX2004* NAD 83(1986)-  31 04 04.     (N)    093 16 12.     (W)     SCALED    
 BX2004* NAVD 88     -        77.49   (+/-2cm)     254.2    (feet)  VERTCON   
 BX2004  ___________________________________________________________________
 BX2004  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BX2004
 BX2004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2004
 BX2004.The horizontal coordinates were scaled from a topographic map and have
 BX2004.an estimated accuracy of +/- 6 seconds.
 BX2004
 BX2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2004.The vertical order pertains to the NGVD 29 superseded value.
 BX2004
 BX2004.The geoid height was determined by GEOID03.
 BX2004
 BX2004;                    North         East    Units  Estimated Accuracy
 BX2004;SPC LA N     -    63,220.      926,510.      MT  (+/- 180 meters Scaled)
 BX2004
 BX2004                          SUPERSEDED SURVEY CONTROL
 BX2004
 BX2004  NGVD 29 (??/??/??)   77.608  (m)          254.62   (f) ADJUSTED    2 0
 BX2004
 BX2004.Superseded values are not recommended for survey control.
 BX2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2004.See file dsdata.txt to determine how the superseded data were derived.
 BX2004
 BX2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ742371(NAD 83)
 BX2004_MARKER: DB = BENCH MARK DISK
 BX2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2004_STAMPING: L 100 1938
 BX2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2004+STABILITY: SURFACE MOTION
 BX2004
 BX2004  HISTORY     - Date     Condition        Report By
 BX2004  HISTORY     - 1938     MONUMENTED       CGS
 BX2004  HISTORY     - 1954     GOOD             CGS
 BX2004  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2004
 BX2004                          STATION DESCRIPTION
 BX2004
 BX2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BX2004'4.8 MI S FROM LEESVILLE.
 BX2004'4.8 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2004'STATION AT LEESVILLE, VERNON PARISH, 0.2 MILE SOUTH OF MILEPOST 673,
 BX2004'AT A ROAD CROSSING, 40 FEET WEST OF THE WEST RAIL, 36 FEET NORTH OF
 BX2004'THE CENTERLINE OF THE ROAD, AND IN LINE WITH A ROW OF POLES.  A
 BX2004'STANDARD DISK, STAMPED L 100 1938 AND SET IN THE TOP OF A CONCRETE
 BX2004'POST.
 BX2004
 BX2004                          STATION RECOVERY (2001)
 BX2004
 BX2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2004'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0713 ***********************************************************************
 BW0713  DESIGNATION -  L 106
 BW0713  PID         -  BW0713
 BW0713  STATE/COUNTY-  LA/TENSAS
 BW0713  USGS QUAD   -  CHAMBLEE (1994)
 BW0713
 BW0713                         *CURRENT SURVEY CONTROL
 BW0713  ___________________________________________________________________
 BW0713* NAD 83(1986)-  31 52 00.     (N)    091 17 16.     (W)     SCALED    
 BW0713* NAVD 88     -        21.36   (+/-2cm)      70.1    (feet)  VERTCON   
 BW0713  ___________________________________________________________________
 BW0713  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0713
 BW0713  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0713
 BW0713.The horizontal coordinates were scaled from a topographic map and have
 BW0713.an estimated accuracy of +/- 6 seconds.
 BW0713
 BW0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0713.The vertical order pertains to the NGVD 29 superseded value.
 BW0713
 BW0713.The geoid height was determined by GEOID03.
 BW0713
 BW0713;                    North         East    Units  Estimated Accuracy
 BW0713;SPC LA N     -   152,170.    1,114,700.      MT  (+/- 180 meters Scaled)
 BW0713
 BW0713                          SUPERSEDED SURVEY CONTROL
 BW0713
 BW0713  NGVD 29 (??/??/92)   21.367  (m)           70.10   (f) ADJ UNCH    1 2
 BW0713
 BW0713.Superseded values are not recommended for survey control.
 BW0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0713.See file dsdata.txt to determine how the superseded data were derived.
 BW0713
 BW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR619269(NAD 83)
 BW0713_MARKER: DB = BENCH MARK DISK
 BW0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0713_STAMPING: L 106 1938
 BW0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0713+STABILITY: SURFACE MOTION
 BW0713
 BW0713  HISTORY     - Date     Condition        Report By
 BW0713  HISTORY     - 1938     MONUMENTED       CGS
 BW0713
 BW0713                          STATION DESCRIPTION
 BW0713
 BW0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0713'4.25 MI SW FROM ST JOSEPH.
 BW0713'4-1/4 MILES SOUTHWEST OF ST. JOSEPH TENSAS PARISH, AT THE CENTER OF
 BW0713'RODNEY CUT-OFF, AT A GROUP OF SMALL WILLOW TREES, ON THE UPPER EDGE OF
 BW0713'A NORTH-AND-SOUTH RIDGE, 750 FEET FROM THE TOP OF THE NORTH BANK, AND
 BW0713'AT STATION 87+00.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BW0713'PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0714 ***********************************************************************
 BW0714  DESIGNATION -  L 106 RM
 BW0714  PID         -  BW0714
 BW0714  STATE/COUNTY-  LA/TENSAS
 BW0714  USGS QUAD   -  CHAMBLEE (1994)
 BW0714
 BW0714                         *CURRENT SURVEY CONTROL
 BW0714  ___________________________________________________________________
 BW0714* NAD 83(1986)-  31 52 00.     (N)    091 17 16.     (W)     SCALED    
 BW0714* NAVD 88     -        19.60   (+/-2cm)      64.3    (feet)  VERTCON   
 BW0714  ___________________________________________________________________
 BW0714  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0714
 BW0714  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0714
 BW0714.The horizontal coordinates were scaled from a topographic map and have
 BW0714.an estimated accuracy of +/- 6 seconds.
 BW0714
 BW0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0714.The vertical order pertains to the NGVD 29 superseded value.
 BW0714
 BW0714.The geoid height was determined by GEOID03.
 BW0714
 BW0714;                    North         East    Units  Estimated Accuracy
 BW0714;SPC LA N     -   152,170.    1,114,700.      MT  (+/- 180 meters Scaled)
 BW0714
 BW0714                          SUPERSEDED SURVEY CONTROL
 BW0714
 BW0714  NGVD 29 (??/??/92)   19.616  (m)           64.36   (f) ADJ UNCH    1 2
 BW0714
 BW0714.Superseded values are not recommended for survey control.
 BW0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0714.See file dsdata.txt to determine how the superseded data were derived.
 BW0714
 BW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR619269(NAD 83)
 BW0714_MARKER: S = SPIKE
 BW0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0714_SP_SET: TREE
 BW0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0714
 BW0714  HISTORY     - Date     Condition        Report By
 BW0714  HISTORY     - UNK      MONUMENTED       CGS
 BW0714  HISTORY     - 1938     GOOD             NGS
 BW0714
 BW0714                          STATION DESCRIPTION
 BW0714
 BW0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0714'4.25 MI SW FROM ST JOSEPH.
 BW0714'4-1/4 MILES SOUTHWEST OF ST. JOSEPH, TENSAS PARISH, NEAR STATION
 BW0714'87+00, 488 FEET LANDWARD FROM BENCH MARK L 106, IN A SWAMP, ON THE
 BW0714'RIVERSIDE OF A 34-INCH CYPRESS TREE, IN THE BOTTOM OF A TRIANGULAR
 BW0714'BLAZE, AND 3-1/2 FEET ABOVE THE GROUND.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1324 ***********************************************************************
 BW1324  DESIGNATION -  L 108
 BW1324  PID         -  BW1324
 BW1324  STATE/COUNTY-  LA/CONCORDIA
 BW1324  USGS QUAD   -  FAIRVIEW (1983)
 BW1324
 BW1324                         *CURRENT SURVEY CONTROL
 BW1324  ___________________________________________________________________
 BW1324* NAD 83(1986)-  31 19 02.     (N)    091 30 47.     (W)     SCALED    
 BW1324* NAVD 88     -        18.86   (+/-2cm)      61.9    (feet)  VERTCON   
 BW1324  ___________________________________________________________________
 BW1324  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BW1324
 BW1324  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1324
 BW1324.The horizontal coordinates were scaled from a topographic map and have
 BW1324.an estimated accuracy of +/- 6 seconds.
 BW1324
 BW1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1324.The vertical order pertains to the NGVD 29 superseded value.
 BW1324
 BW1324.The geoid height was determined by GEOID03.
 BW1324
 BW1324;                    North         East    Units  Estimated Accuracy
 BW1324;SPC LA N     -    91,040.    1,093,940.      MT  (+/- 180 meters Scaled)
 BW1324
 BW1324                          SUPERSEDED SURVEY CONTROL
 BW1324
 BW1324  NGVD 29 (??/??/92)   18.845  (m)           61.83   (f) ADJ UNCH    1 2
 BW1324
 BW1324.Superseded values are not recommended for survey control.
 BW1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1324.See file dsdata.txt to determine how the superseded data were derived.
 BW1324
 BW1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ414657(NAD 83)
 BW1324_MARKER: DB = BENCH MARK DISK
 BW1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1324_STAMPING: L 108 1938
 BW1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1324+STABILITY: SURFACE MOTION
 BW1324
 BW1324  HISTORY     - Date     Condition        Report By
 BW1324  HISTORY     - 1938     MONUMENTED       CGS
 BW1324  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1324
 BW1324                          STATION DESCRIPTION
 BW1324
 BW1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1324'8 MI NE FROM SLOCUM.
 BW1324'8 MILES NORTHEAST OF SLOCUM, CONCORDIA PARISH, OPPOSITE THE LOWER END
 BW1324'OF GLASSCOCK CUT-OFF, 150 FEET WEST OF GAGE F-2, WEST OF THE TOP BANK
 BW1324'OF A DRY SLOUGH, AT THE EDGE OF A CLUMP OF LARGE TREES, AND WEST OF A
 BW1324'GROUP OF SMALL WILLOW TREES.  A STANDARD DISK, SET IN THE TOP OF A
 BW1324'CONCRETE POST PROJECTING 14 INCHES ABOVE GROUND.
 BW1324
 BW1324                          STATION RECOVERY (1966)
 BW1324
 BW1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1047 ***********************************************************************
 BX1047  DESIGNATION -  L 110
 BX1047  PID         -  BX1047
 BX1047  STATE/COUNTY-  LA/RAPIDES
 BX1047  USGS QUAD   -  RAPIDES (1992)
 BX1047
 BX1047                         *CURRENT SURVEY CONTROL
 BX1047  ___________________________________________________________________
 BX1047* NAD 83(1986)-  31 19 25.     (N)    092 32 08.     (W)     SCALED    
 BX1047* NAVD 88     -        26.43   (+/-2cm)      86.7    (feet)  VERTCON   
 BX1047  ___________________________________________________________________
 BX1047  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX1047
 BX1047  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1047
 BX1047.The horizontal coordinates were scaled from a topographic map and have
 BX1047.an estimated accuracy of +/- 6 seconds.
 BX1047
 BX1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1047.The vertical order pertains to the NGVD 29 superseded value.
 BX1047
 BX1047.The geoid height was determined by GEOID03.
 BX1047
 BX1047;                    North         East    Units  Estimated Accuracy
 BX1047;SPC LA N     -    91,320.      996,620.      MT  (+/- 180 meters Scaled)
 BX1047
 BX1047                          SUPERSEDED SURVEY CONTROL
 BX1047
 BX1047  NGVD 29 (??/??/??)   26.427  (m)           86.70   (f) ADJUSTED    1 2
 BX1047
 BX1047.Superseded values are not recommended for survey control.
 BX1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1047.See file dsdata.txt to determine how the superseded data were derived.
 BX1047
 BX1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ441655(NAD 83)
 BX1047_MARKER: DB = BENCH MARK DISK
 BX1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1047_SP_SET: CONCRETE BASE
 BX1047_STAMPING: L 110 1945
 BX1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1047
 BX1047  HISTORY     - Date     Condition        Report By
 BX1047  HISTORY     - 1945     MONUMENTED       CGS
 BX1047  HISTORY     - 1961     GOOD             CGS
 BX1047  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1047
 BX1047                          STATION DESCRIPTION
 BX1047
 BX1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1047'4.7 MI NW FROM ALEXANDRIA.
 BX1047'LOCATED 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE TRAFFIC
 BX1047'CIRCLE IN THE NORTHWEST EDGE OF ALEXANDRIA, THENCE SOUTH ALONG THE
 BX1047'ENGLAND AIR FORCE BASE ROAD FOR 1.1 MILE TO A T INTERSECTION, TURN
 BX1047'RIGHT AND FOLLOW ALONG A BOAYOU FOR 0.9 MILE TO ARNOLD STREET, TURN
 BX1047'RIGHT AND GO 0.1 MILE TO THE MAIN ADMINSITRATION BUILDING AND THE MARK
 BX1047'6.5 FEET SOUTHEAST OF THE NEW FLAG POLE.  IT IS 125 FEET EAST OF THE
 BX1047'MAIN ENTRANCE TO THE MAIN ADMINISTRATION BUILDING, 52 FEET EAST OF
 BX1047'SABRE JET AVE., 2 FEET SOUTH OF THE PROJECTED CENTERLINE OF ARNOLD
 BX1047'STREET FROM THE EAST, 20 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 BX1047'ARNOLD STREET AFTER THE STREET TURNS NORTHWEST, 19 FEET EAST OF THE
 BX1047'EAST CURB OF SABRE JET AVE, AND 20 FEET NORTHWEST OF THE NORTHWEST
 BX1047'CURB OF NEIL KIRBY BLVD.  IT IS A STANDARD DISK SET IN THE CONCRETE
 BX1047'BASE OF THE OLD FLAG POLE WHICH SETS IN THE CENTER OF A TRIANGULAR
 BX1047'PLOT OF GROUND FORMED BY STREETS.  IT IS ABOUT 6 INCHES BELOW THE
 BX1047'SURFACE OF THE GROUND.
 BX1047
 BX1047                          STATION RECOVERY (1999)
 BX1047
 BX1047'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0146 ***********************************************************************
 AV0146  DESIGNATION -  L 111
 AV0146  PID         -  AV0146
 AV0146  STATE/COUNTY-  LA/VERMILION
 AV0146  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0146
 AV0146                         *CURRENT SURVEY CONTROL
 AV0146  ___________________________________________________________________
 AV0146* NAD 83(1986)-  29 35 09.     (N)    092 06 27.     (W)     SCALED    
 AV0146* NAVD 88     -         1.27   (+/-2cm)       4.2    (feet)  VERTCON   
 AV0146  ___________________________________________________________________
 AV0146  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AV0146
 AV0146  VERT ORDER  -  THIRD (See Below)
 AV0146
 AV0146.The horizontal coordinates were scaled from a topographic map and have
 AV0146.an estimated accuracy of +/- 6 seconds.
 AV0146
 AV0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0146.The vertical order pertains to the NGVD 29 superseded value.
 AV0146
 AV0146.The geoid height was determined by GEOID03.
 AV0146
 AV0146;                    North         East    Units  Estimated Accuracy
 AV0146;SPC LA S     -   120,610.      925,000.      MT  (+/- 180 meters Scaled)
 AV0146
 AV0146                          SUPERSEDED SURVEY CONTROL
 AV0146
 AV0146  NGVD 29 (??/??/??)    1.281  (m)            4.20   (f) ADJUSTED    3 0
 AV0146
 AV0146.Superseded values are not recommended for survey control.
 AV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0146.See file dsdata.txt to determine how the superseded data were derived.
 AV0146
 AV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN864732(NAD 83)
 AV0146_MARKER: DB = BENCH MARK DISK
 AV0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0146_STAMPING: L 111 1948
 AV0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0146+STABILITY: SURFACE MOTION
 AV0146
 AV0146  HISTORY     - Date     Condition        Report By
 AV0146  HISTORY     - 1948     MONUMENTED       CGS
 AV0146  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0146
 AV0146                          STATION DESCRIPTION
 AV0146
 AV0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AV0146'6.0 MI E FROM CHENIERE AU TIGRE.
 AV0146'BENCH MARK IS ON THE GULF COAST, 3.8 MILES WEST OF SOUTHWEST PASS, ON
 AV0146'A SMALL POINT OF THE SHELL BEACH, 1/2 MILE EAST OF TWO RADAR TOWERS,
 AV0146'15 FT. NORTH OF THE MHWL-- ABOUT 60 FT. NORTH OF THE MUD POINT WHICH
 AV0146'IS BARE AT LOW WATER.  STANDARD BENCH MARK DISK SET IN TOP OF A 3-FOOT
 AV0146'LENGTH OF 8-INCH CONCRETE PIPE FILLED WITH CONCRETE.  THE MARK
 AV0146'PROJECTS ONE FOOT.
 AV0146
 AV0146                          STATION RECOVERY (1966)
 AV0146
 AV0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0579 ***********************************************************************
 CQ0579  DESIGNATION -  L 115
 CQ0579  PID         -  CQ0579
 CQ0579  STATE/COUNTY-  LA/OUACHITA
 CQ0579  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0579
 CQ0579                         *CURRENT SURVEY CONTROL
 CQ0579  ___________________________________________________________________
 CQ0579* NAD 83(1986)-  32 27 14.     (N)    092 09 41.     (W)     SCALED    
 CQ0579* NAVD 88     -        19.98   (+/-2cm)      65.6    (feet)  VERTCON   
 CQ0579  ___________________________________________________________________
 CQ0579  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0579
 CQ0579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0579
 CQ0579.The horizontal coordinates were scaled from a topographic map and have
 CQ0579.an estimated accuracy of +/- 6 seconds.
 CQ0579
 CQ0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0579.The vertical order pertains to the NGVD 29 superseded value.
 CQ0579
 CQ0579.The geoid height was determined by GEOID03.
 CQ0579
 CQ0579;                    North         East    Units  Estimated Accuracy
 CQ0579;SPC LA N     -   216,690.    1,031,840.      MT  (+/- 180 meters Scaled)
 CQ0579
 CQ0579                          SUPERSEDED SURVEY CONTROL
 CQ0579
 CQ0579  NGVD 29 (??/??/??)   20.025  (m)           65.70   (f) ADJUSTED    2 0
 CQ0579
 CQ0579.Superseded values are not recommended for survey control.
 CQ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0579.See file dsdata.txt to determine how the superseded data were derived.
 CQ0579
 CQ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR788910(NAD 83)
 CQ0579_MARKER: DB = BENCH MARK DISK
 CQ0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0579_STAMPING: L 115 1949
 CQ0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0579+STABILITY: SURFACE MOTION
 CQ0579
 CQ0579  HISTORY     - Date     Condition        Report By
 CQ0579  HISTORY     - 1949     MONUMENTED       CGS
 CQ0579  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0579
 CQ0579                          STATION DESCRIPTION
 CQ0579
 CQ0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0579'2.4 MI S FROM BROWNVILLE.
 CQ0579'2.4 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0579'HIGHWAYS 200 AND 1607 AT BROWNVILLE, ON THE OUTSIDE OF A CURVE IN THE
 CQ0579'HIGHWAY, AT A T ROAD JUNCTION, 128 FEET SOUTHEAST OF THE CENTER LINE
 CQ0579'OF THE HIGHWAY, 56 FEET NORTHEAST OF THE CENTER LINE OF A SIDE ROAD
 CQ0579'LEADING SOUTHEAST, AT THE SOUTH CORNER OF A BORROW PIT, 2.2 FEET
 CQ0579'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0579'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CQ0579
 CQ0579                          STATION RECOVERY (1990)
 CQ0579
 CQ0579'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0780 ***********************************************************************
 CQ0780  DESIGNATION -  L 116
 CQ0780  PID         -  CQ0780
 CQ0780  STATE/COUNTY-  LA/CALDWELL
 CQ0780  USGS QUAD   -  RIVERTON (1989)
 CQ0780
 CQ0780                         *CURRENT SURVEY CONTROL
 CQ0780  ___________________________________________________________________
 CQ0780* NAD 83(1986)-  32 14 09.     (N)    092 07 27.     (W)     SCALED    
 CQ0780* NAVD 88     -        20.63   (+/-2cm)      67.7    (feet)  VERTCON   
 CQ0780  ___________________________________________________________________
 CQ0780  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0780
 CQ0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0780
 CQ0780.The horizontal coordinates were scaled from a topographic map and have
 CQ0780.an estimated accuracy of +/- 6 seconds.
 CQ0780
 CQ0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0780.The vertical order pertains to the NGVD 29 superseded value.
 CQ0780
 CQ0780.The geoid height was determined by GEOID03.
 CQ0780
 CQ0780;                    North         East    Units  Estimated Accuracy
 CQ0780;SPC LA N     -   192,520.    1,035,420.      MT  (+/- 180 meters Scaled)
 CQ0780
 CQ0780                          SUPERSEDED SURVEY CONTROL
 CQ0780
 CQ0780  NGVD 29 (??/??/??)   20.659  (m)           67.78   (f) ADJUSTED    2 0
 CQ0780
 CQ0780.Superseded values are not recommended for survey control.
 CQ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0780.See file dsdata.txt to determine how the superseded data were derived.
 CQ0780
 CQ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR825669(NAD 83)
 CQ0780_MARKER: DB = BENCH MARK DISK
 CQ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0780_STAMPING: L 116 1949
 CQ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0780+STABILITY: SURFACE MOTION
 CQ0780
 CQ0780  HISTORY     - Date     Condition        Report By
 CQ0780  HISTORY     - 1949     MONUMENTED       CGS
 CQ0780  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0780
 CQ0780                          STATION DESCRIPTION
 CQ0780
 CQ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0780'2.0 MI NW FROM COREY.
 CQ0780'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 1104 FROM THE MISSOURI PACIFIC
 CQ0780'RAILROAD STATION SIGN AT COREY, AT A T ROAD JUNCTION, 97 FEET SOUTH OF
 CQ0780'THE SOUTHWEST CORNER OF THE JOE HAGUE STORE, 33 FEET SOUTH OF THE
 CQ0780'CENTER LINE OF THE SIDE ROAD LEADING EAST, 27 FEET EAST OF THE CENTER
 CQ0780'LINE OF THE HIGHWAY, 12 FEET SOUTH OF A FENCE CORNER, 5 FEET NORTH OF
 CQ0780'A POWER POLE, 1.1 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS
 CQ0780'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 CQ0780'THE GROUND.
 CQ0780
 CQ0780                          STATION RECOVERY (1986)
 CQ0780
 CQ0780'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0796 ***********************************************************************
 CQ0796  DESIGNATION -  L 117
 CQ0796  PID         -  CQ0796
 CQ0796  STATE/COUNTY-  LA/CALDWELL
 CQ0796  USGS QUAD   -  BLANKSTON (1989)
 CQ0796
 CQ0796                         *CURRENT SURVEY CONTROL
 CQ0796  ___________________________________________________________________
 CQ0796* NAD 83(1986)-  32 08 13.     (N)    092 10 45.     (W)     SCALED    
 CQ0796* NAVD 88     -        58.34   (+/-2cm)     191.4    (feet)  VERTCON   
 CQ0796  ___________________________________________________________________
 CQ0796  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0796
 CQ0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0796
 CQ0796.The horizontal coordinates were scaled from a topographic map and have
 CQ0796.an estimated accuracy of +/- 6 seconds.
 CQ0796
 CQ0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0796.The vertical order pertains to the NGVD 29 superseded value.
 CQ0796
 CQ0796.The geoid height was determined by GEOID03.
 CQ0796
 CQ0796;                    North         East    Units  Estimated Accuracy
 CQ0796;SPC LA N     -   181,540.    1,030,270.      MT  (+/- 180 meters Scaled)
 CQ0796
 CQ0796                          SUPERSEDED SURVEY CONTROL
 CQ0796
 CQ0796  NGVD 29 (??/??/??)   58.361  (m)          191.47   (f) ADJUSTED    2 0
 CQ0796
 CQ0796.Superseded values are not recommended for survey control.
 CQ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0796.See file dsdata.txt to determine how the superseded data were derived.
 CQ0796
 CQ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR774559(NAD 83)
 CQ0796_MARKER: DB = BENCH MARK DISK
 CQ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0796_STAMPING: L 117 1949
 CQ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0796+STABILITY: SURFACE MOTION
 CQ0796
 CQ0796  HISTORY     - Date     Condition        Report By
 CQ0796  HISTORY     - 1949     MONUMENTED       CGS
 CQ0796
 CQ0796                          STATION DESCRIPTION
 CQ0796
 CQ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0796'IN MOUNT PLEASANT.
 CQ0796'AT MOUNT PLEASANT, AT THE MOUNT PLEASANT CHURCH, ABOUT 0.1 MILE
 CQ0796'NORTHEAST OF STATE HIGHWAY NO. 17, 64 FEET WEST SOUTHWEST OF THE SOUTH
 CQ0796'CORNER OF THE BUILDING, 64 FEET SOUTH SOUTHWEST OF THE WEST CORNER OF
 CQ0796'THE BUILDING, 26 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET
 CQ0796'NORTH OF A POWER LINE POLE, 2 FEET SOUTHWEST OF A REFERENCE POST, SET
 CQ0796'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.4
 CQ0796'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0663 ***********************************************************************
 CQ0663  DESIGNATION -  L 118
 CQ0663  PID         -  CQ0663
 CQ0663  STATE/COUNTY-  LA/OUACHITA
 CQ0663  USGS QUAD   -  CADEVILLE (1982)
 CQ0663
 CQ0663                         *CURRENT SURVEY CONTROL
 CQ0663  ___________________________________________________________________
 CQ0663* NAD 83(1986)-  32 22 44.     (N)    092 19 37.     (W)     SCALED    
 CQ0663* NAVD 88     -        70.64   (+/-2cm)     231.8    (feet)  VERTCON   
 CQ0663  ___________________________________________________________________
 CQ0663  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0663
 CQ0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0663
 CQ0663.The horizontal coordinates were scaled from a topographic map and have
 CQ0663.an estimated accuracy of +/- 6 seconds.
 CQ0663
 CQ0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0663.The vertical order pertains to the NGVD 29 superseded value.
 CQ0663
 CQ0663.The geoid height was determined by GEOID03.
 CQ0663
 CQ0663;                    North         East    Units  Estimated Accuracy
 CQ0663;SPC LA N     -   208,340.    1,016,280.      MT  (+/- 180 meters Scaled)
 CQ0663
 CQ0663                          SUPERSEDED SURVEY CONTROL
 CQ0663
 CQ0663  NGVD 29 (??/??/??)   70.683  (m)          231.90   (f) ADJUSTED    2 0
 CQ0663
 CQ0663.Superseded values are not recommended for survey control.
 CQ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0663.See file dsdata.txt to determine how the superseded data were derived.
 CQ0663
 CQ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR633826(NAD 83)
 CQ0663_MARKER: DB = BENCH MARK DISK
 CQ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0663_STAMPING: L 118 1949
 CQ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0663+STABILITY: SURFACE MOTION
 CQ0663
 CQ0663  HISTORY     - Date     Condition        Report By
 CQ0663  HISTORY     - 1949     MONUMENTED       CGS
 CQ0663  HISTORY     - 1950     GOOD             CGS
 CQ0663  HISTORY     - 1990     GOOD             USPSQD
 CQ0663
 CQ0663                          STATION DESCRIPTION
 CQ0663
 CQ0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0663'IN OKALOOSA.
 CQ0663'AT OKALOOSA, AT THE OKALOOSA SCHOOL GYMNASIUM, ABOUT 400 FEET
 CQ0663'SOUTHWEST OF A Y-JUNCTION OF ROADS, 45 FEET NORTHWEST OF THE CENTER
 CQ0663'LINE OF THE NORTHEAST-SOUTHWEST ROAD, 6.4 FEET WEST OF THE SOUTHEAST
 CQ0663'CORNER OF THE BUILDING, 1.4 FEET SOUTH OF THE SOUTH FACE OF THE
 CQ0663'BUILDING, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND
 CQ0663'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0663
 CQ0663                          STATION RECOVERY (1990)
 CQ0663
 CQ0663'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0707 ***********************************************************************
 CQ0707  DESIGNATION -  L 119
 CQ0707  PID         -  CQ0707
 CQ0707  STATE/COUNTY-  LA/JACKSON
 CQ0707  USGS QUAD   -  VIXEN (1989)
 CQ0707
 CQ0707                         *CURRENT SURVEY CONTROL
 CQ0707  ___________________________________________________________________
 CQ0707* NAD 83(1986)-  32 14 34.     (N)    092 19 25.     (W)     SCALED    
 CQ0707* NAVD 88     -        40.09   (+/-2cm)     131.5    (feet)  VERTCON   
 CQ0707  ___________________________________________________________________
 CQ0707  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CQ0707
 CQ0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0707
 CQ0707.The horizontal coordinates were scaled from a topographic map and have
 CQ0707.an estimated accuracy of +/- 6 seconds.
 CQ0707
 CQ0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0707.The vertical order pertains to the NGVD 29 superseded value.
 CQ0707
 CQ0707.The geoid height was determined by GEOID03.
 CQ0707
 CQ0707;                    North         East    Units  Estimated Accuracy
 CQ0707;SPC LA N     -   193,250.    1,016,620.      MT  (+/- 180 meters Scaled)
 CQ0707
 CQ0707                          SUPERSEDED SURVEY CONTROL
 CQ0707
 CQ0707  NGVD 29 (??/??/??)   40.120  (m)          131.63   (f) ADJUSTED    2 0
 CQ0707
 CQ0707.Superseded values are not recommended for survey control.
 CQ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0707.See file dsdata.txt to determine how the superseded data were derived.
 CQ0707
 CQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR637675(NAD 83)
 CQ0707_MARKER: DB = BENCH MARK DISK
 CQ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0707_STAMPING: L 119 1949
 CQ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0707+STABILITY: SURFACE MOTION
 CQ0707
 CQ0707  HISTORY     - Date     Condition        Report By
 CQ0707  HISTORY     - 1949     MONUMENTED       CGS
 CQ0707  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0707  HISTORY     - 1977     MARK NOT FOUND   LADTD
 CQ0707
 CQ0707                          STATION DESCRIPTION
 CQ0707
 CQ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0707'3.7 MI NW FROM VIXEN.
 CQ0707'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF ROADS
 CQ0707'IN VIXEN, AT THE WEST END OF A SWAMP, ABOUT 0.3 MILE WEST OF THE MOST
 CQ0707'WESTERLY OF THREE BRIDGES, AT A JUNCTION OF A T-TRACK ROAD LEADING
 CQ0707'NORTHEAST, 89 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 24 FEET
 CQ0707'NORTHWEST OF THE CENTER OF THE TRACK ROAD, 29 FEET SOUTHEAST OF A
 CQ0707'28-INCH GUM TREE WITH A BLAZE ON THE SOUTH SIDE, AND FACING THE ROAD,
 CQ0707'1.6 FEET NORTHEAST OF A WHITE WITNESS POST, SET IN THE TOP OF A
 CQ0707'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  NOTE-- THE
 CQ0707'AREA HAS BEEN CLEARED UP SO THE MARK COULD EITHER BE COVERED UP OR
 CQ0707'DESTROYED.
 CQ0707
 CQ0707                          STATION RECOVERY (1977)
 CQ0707
 CQ0707'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 CQ0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0815 ***********************************************************************
 CQ0815  DESIGNATION -  L 120
 CQ0815  PID         -  CQ0815
 CQ0815  STATE/COUNTY-  LA/CALDWELL
 CQ0815  USGS QUAD   -  CLARKS (1989)
 CQ0815
 CQ0815                         *CURRENT SURVEY CONTROL
 CQ0815  ___________________________________________________________________
 CQ0815* NAD 83(1986)-  32 05 23.     (N)    092 11 06.     (W)     SCALED    
 CQ0815* NAVD 88     -        48.27   (+/-2cm)     158.4    (feet)  VERTCON   
 CQ0815  ___________________________________________________________________
 CQ0815  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0815
 CQ0815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0815
 CQ0815.The horizontal coordinates were scaled from a topographic map and have
 CQ0815.an estimated accuracy of +/- 6 seconds.
 CQ0815
 CQ0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0815.The vertical order pertains to the NGVD 29 superseded value.
 CQ0815
 CQ0815.The geoid height was determined by GEOID03.
 CQ0815
 CQ0815;                    North         East    Units  Estimated Accuracy
 CQ0815;SPC LA N     -   176,300.    1,029,730.      MT  (+/- 180 meters Scaled)
 CQ0815
 CQ0815                          SUPERSEDED SURVEY CONTROL
 CQ0815
 CQ0815  NGVD 29 (??/??/??)   48.290  (m)          158.43   (f) ADJUSTED    2 0
 CQ0815
 CQ0815.Superseded values are not recommended for survey control.
 CQ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0815.See file dsdata.txt to determine how the superseded data were derived.
 CQ0815
 CQ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR769506(NAD 83)
 CQ0815_MARKER: DB = BENCH MARK DISK
 CQ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0815_STAMPING: L 120 1949
 CQ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0815+STABILITY: SURFACE MOTION
 CQ0815
 CQ0815  HISTORY     - Date     Condition        Report By
 CQ0815  HISTORY     - 1949     MONUMENTED       CGS
 CQ0815  HISTORY     - 1950     GOOD             CGS
 CQ0815
 CQ0815                          STATION DESCRIPTION
 CQ0815
 CQ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0815'4.4 MI S FROM MOUNT PLEASANT.
 CQ0815'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE MOUNT PLEASANT
 CQ0815'CHURCH AT MOUNT PLEASANT, THENCE 3.1 MILES SOUTH ALONG A PARISH ROAD.
 CQ0815'AT THE TOP OF A HILL SLOPING DOWN TO THE SOUTHEAST, 73 FEET SOUTHEAST
 CQ0815'OF THE EAST CORNER OF A FARMHOUSE, 67 FEET NORTHEAST OF THE EAST
 CQ0815'CORNER OF A GARAGE, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CQ0815'2 FEET SOUTHWEST OF A POWER LINE POLE WITH A METER ON THE NORTHWEST
 CQ0815'SIDE OF THE POLE, 1.2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 CQ0815'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1477 ***********************************************************************
 BX1477  DESIGNATION -  L 121
 BX1477  PID         -  BX1477
 BX1477  STATE/COUNTY-  LA/WINN
 BX1477  USGS QUAD   -  CALVIN (1983)
 BX1477
 BX1477                         *CURRENT SURVEY CONTROL
 BX1477  ___________________________________________________________________
 BX1477* NAD 83(1986)-  31 55 12.     (N)    092 48 12.     (W)     SCALED    
 BX1477* NAVD 88     -        85.52   (+/-2cm)     280.6    (feet)  VERTCON   
 BX1477  ___________________________________________________________________
 BX1477  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1477
 BX1477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1477
 BX1477.The horizontal coordinates were scaled from a topographic map and have
 BX1477.an estimated accuracy of +/- 6 seconds.
 BX1477
 BX1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1477.The vertical order pertains to the NGVD 29 superseded value.
 BX1477
 BX1477.The geoid height was determined by GEOID03.
 BX1477
 BX1477;                    North         East    Units  Estimated Accuracy
 BX1477;SPC LA N     -   157,480.      971,320.      MT  (+/- 180 meters Scaled)
 BX1477
 BX1477                          SUPERSEDED SURVEY CONTROL
 BX1477
 BX1477  NGVD 29 (??/??/??)   85.545  (m)          280.66   (f) ADJUSTED    2 0
 BX1477
 BX1477.Superseded values are not recommended for survey control.
 BX1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1477.See file dsdata.txt to determine how the superseded data were derived.
 BX1477
 BX1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR185315(NAD 83)
 BX1477_MARKER: DB = BENCH MARK DISK
 BX1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1477_STAMPING: L 121 1949
 BX1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1477+STABILITY: SURFACE MOTION
 BX1477
 BX1477  HISTORY     - Date     Condition        Report By
 BX1477  HISTORY     - 1949     MONUMENTED       CGS
 BX1477
 BX1477                          STATION DESCRIPTION
 BX1477
 BX1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1477'11.7 MI NW FROM WINNFIELD.
 BX1477'9.7 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1477'THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, 53 FEET EAST OF THE
 BX1477'CENTER LINE OF A NORTH AND SOUTH ROAD, 51 FEET SOUTHEAST OF THE CENTER
 BX1477'LINE OF A NORTHEAST AND SOUTHWEST ROAD, 1.6 FEET NORTH OF A WITNESS
 BX1477'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BX1477'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1653 ***********************************************************************
 BX1653  DESIGNATION -  L 122
 BX1653  PID         -  BX1653
 BX1653  STATE/COUNTY-  LA/GRANT
 BX1653  USGS QUAD   -  WILLIANA (1985)
 BX1653
 BX1653                         *CURRENT SURVEY CONTROL
 BX1653  ___________________________________________________________________
 BX1653* NAD 83(1986)-  31 44 13.     (N)    092 31 12.     (W)     SCALED    
 BX1653* NAVD 88     -        49.77   (+/-2cm)     163.3    (feet)  VERTCON   
 BX1653  ___________________________________________________________________
 BX1653  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1653
 BX1653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1653
 BX1653.The horizontal coordinates were scaled from a topographic map and have
 BX1653.an estimated accuracy of +/- 6 seconds.
 BX1653
 BX1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1653.The vertical order pertains to the NGVD 29 superseded value.
 BX1653
 BX1653.The geoid height was determined by GEOID03.
 BX1653
 BX1653;                    North         East    Units  Estimated Accuracy
 BX1653;SPC LA N     -   137,150.      998,110.      MT  (+/- 180 meters Scaled)
 BX1653
 BX1653                          SUPERSEDED SURVEY CONTROL
 BX1653
 BX1653  NGVD 29 (??/??/??)   49.780  (m)          163.32   (f) ADJUSTED    2 0
 BX1653
 BX1653.Superseded values are not recommended for survey control.
 BX1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1653.See file dsdata.txt to determine how the superseded data were derived.
 BX1653
 BX1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR454113(NAD 83)
 BX1653_MARKER: DB = BENCH MARK DISK
 BX1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1653_STAMPING: L 122 1949
 BX1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1653+STABILITY: SURFACE MOTION
 BX1653
 BX1653  HISTORY     - Date     Condition        Report By
 BX1653  HISTORY     - 1949     MONUMENTED       CGS
 BX1653
 BX1653                          STATION DESCRIPTION
 BX1653
 BX1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1653'6.9 MI SE FROM PACKTON.
 BX1653'0.15 MILE WEST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1653'RAILROAD STATION AT PACKTON, THENCE 3.75 MILES SOUTH ALONG U.S.
 BX1653'HIGHWAY 167, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, 50 FEET
 BX1653'NORTH OF THE CENTER LINE OF THE ROAD, 21.0 FEET NORTHWEST OF A 14 INCH
 BX1653'TRIANGULAR BLAZED PINE TREE, 20.0 FEET NORTHEAST OF A 12 INCH
 BX1653'TRIANGULAR BLAZED PINE TREE, 2.0 FEET WEST OF A WITNESS POST, SET IN
 BX1653'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0573 ***********************************************************************
 CQ0573  DESIGNATION -  L 123
 CQ0573  PID         -  CQ0573
 CQ0573  STATE/COUNTY-  LA/CALDWELL
 CQ0573  USGS QUAD   -  COLUMBIA (1989)
 CQ0573
 CQ0573                         *CURRENT SURVEY CONTROL
 CQ0573  ___________________________________________________________________
 CQ0573* NAD 83(1986)-  32 00 16.     (N)    092 03 34.     (W)     SCALED    
 CQ0573* NAVD 88     -        59.34   (+/-2cm)     194.7    (feet)  VERTCON   
 CQ0573  ___________________________________________________________________
 CQ0573  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0573
 CQ0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0573
 CQ0573.The horizontal coordinates were scaled from a topographic map and have
 CQ0573.an estimated accuracy of +/- 6 seconds.
 CQ0573
 CQ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0573.The vertical order pertains to the NGVD 29 superseded value.
 CQ0573
 CQ0573.The geoid height was determined by GEOID03.
 CQ0573
 CQ0573;                    North         East    Units  Estimated Accuracy
 CQ0573;SPC LA N     -   166,890.    1,041,620.      MT  (+/- 180 meters Scaled)
 CQ0573
 CQ0573                          SUPERSEDED SURVEY CONTROL
 CQ0573
 CQ0573  NGVD 29 (??/??/??)   59.346  (m)          194.70   (f) ADJUSTED    2 0
 CQ0573
 CQ0573.Superseded values are not recommended for survey control.
 CQ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0573.See file dsdata.txt to determine how the superseded data were derived.
 CQ0573
 CQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR888413(NAD 83)
 CQ0573_MARKER: DB = BENCH MARK DISK
 CQ0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0573_STAMPING: L 123 1949
 CQ0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0573+STABILITY: SURFACE MOTION
 CQ0573
 CQ0573  HISTORY     - Date     Condition        Report By
 CQ0573  HISTORY     - 1949     MONUMENTED       CGS
 CQ0573  HISTORY     - 1959     GOOD             CGS
 CQ0573
 CQ0573                          STATION DESCRIPTION
 CQ0573
 CQ0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CQ0573'1.9 MI NE FROM HOLUM.
 CQ0573'LOCATED 0.25 MILE NORTH ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
 CQ0573'STATE HIGHWAY 849 AT HOLUM, THENCE NORTHEAST ALONG STATE HIGHWAY 849
 CQ0573'FOR 1.65 MILES TO THE MARK ON THE LEFT AT A FARMHOUSE, 48 FEET
 CQ0573'NORTHWEST OF THE CENTER OF THE HIGHWAY, 23 FEET SOUTHWEST OF THE YARD
 CQ0573'GATE, 32 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, AND
 CQ0573'1 FOOT NORTHWEST OF A METAL WITNESS POST BEARING A WHITE SIGN. IT IS A
 CQ0573'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CQ0573'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2533 ***********************************************************************
 CQ2533  DESIGNATION -  L 124
 CQ2533  PID         -  CQ2533
 CQ2533  STATE/COUNTY-  LA/CALDWELL
 CQ2533  USGS QUAD   -  CLARKS (1989)
 CQ2533
 CQ2533                         *CURRENT SURVEY CONTROL
 CQ2533  ___________________________________________________________________
 CQ2533* NAD 83(1986)-  32 00 06.     (N)    092 08 42.     (W)     SCALED    
 CQ2533* NAVD 88     -        51.63   (+/-2cm)     169.4    (feet)  VERTCON   
 CQ2533  ___________________________________________________________________
 CQ2533  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2533
 CQ2533  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2533
 CQ2533.The horizontal coordinates were scaled from a topographic map and have
 CQ2533.an estimated accuracy of +/- 6 seconds.
 CQ2533
 CQ2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2533.The vertical order pertains to the NGVD 29 superseded value.
 CQ2533
 CQ2533.The geoid height was determined by GEOID03.
 CQ2533
 CQ2533;                    North         East    Units  Estimated Accuracy
 CQ2533;SPC LA N     -   166,550.    1,033,540.      MT  (+/- 180 meters Scaled)
 CQ2533
 CQ2533                          SUPERSEDED SURVEY CONTROL
 CQ2533
 CQ2533  NGVD 29 (??/??/??)   51.649  (m)          169.45   (f) ADJUSTED    1 2
 CQ2533
 CQ2533.Superseded values are not recommended for survey control.
 CQ2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2533.See file dsdata.txt to determine how the superseded data were derived.
 CQ2533
 CQ2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR807409(NAD 83)
 CQ2533_MARKER: DB = BENCH MARK DISK
 CQ2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2533_STAMPING: L 124 1949
 CQ2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2533+STABILITY: SURFACE MOTION
 CQ2533
 CQ2533  HISTORY     - Date     Condition        Report By
 CQ2533  HISTORY     - 1949     MONUMENTED       CGS
 CQ2533  HISTORY     - 1965     GOOD             CGS
 CQ2533
 CQ2533                          STATION DESCRIPTION
 CQ2533
 CQ2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ2533'3.3 MI NE FROM KELLY.
 CQ2533'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ2533'POST OFFICE AT KELLY, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED
 CQ2533'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 CQ2533'NORTHEAST ALONG U.S. HIGHWAY 165, IN SECTION 22, T 12 N, R 3 E, ABOUT
 CQ2533'0.15 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 844, 115 FEET EAST OF
 CQ2533'THE T-JUNCTION OF A PAVED ROAD, 94 FEET SOUTHEAST OF THE CENTER LINE
 CQ2533'OF THE HIGHWAY, 68 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD AND
 CQ2533'THE CENTER OF A CATTLE GUARD, 6 FEET NORTHWEST OF A FENCE, 4 FEET
 CQ2533'SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 CQ2533'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 2 FEET BELOW
 CQ2533'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CQ2533'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0536 ***********************************************************************
 BX0536  DESIGNATION -  L 126
 BX0536  PID         -  BX0536
 BX0536  STATE/COUNTY-  LA/LA SALLE
 BX0536  USGS QUAD   -  JENA EAST (1985)
 BX0536
 BX0536                         *CURRENT SURVEY CONTROL
 BX0536  ___________________________________________________________________
 BX0536* NAD 83(1986)-  31 41 16.     (N)    092 04 58.     (W)     SCALED    
 BX0536* NAVD 88     -        63.29   (+/-2cm)     207.6    (feet)  VERTCON   
 BX0536  ___________________________________________________________________
 BX0536  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0536
 BX0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0536
 BX0536.The horizontal coordinates were scaled from a topographic map and have
 BX0536.an estimated accuracy of +/- 6 seconds.
 BX0536
 BX0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0536.The vertical order pertains to the NGVD 29 superseded value.
 BX0536
 BX0536.The geoid height was determined by GEOID03.
 BX0536
 BX0536;                    North         East    Units  Estimated Accuracy
 BX0536;SPC LA N     -   131,770.    1,039,550.      MT  (+/- 180 meters Scaled)
 BX0536
 BX0536                          SUPERSEDED SURVEY CONTROL
 BX0536
 BX0536  NGVD 29 (??/??/??)   63.277  (m)          207.60   (f) ADJUSTED    2 0
 BX0536
 BX0536.Superseded values are not recommended for survey control.
 BX0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0536.See file dsdata.txt to determine how the superseded data were derived.
 BX0536
 BX0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR869061(NAD 83)
 BX0536_MARKER: DB = BENCH MARK DISK
 BX0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0536_STAMPING: L 126 1950
 BX0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0536+STABILITY: SURFACE MOTION
 BX0536
 BX0536  HISTORY     - Date     Condition        Report By
 BX0536  HISTORY     - 1950     MONUMENTED       CGS
 BX0536
 BX0536                          STATION DESCRIPTION
 BX0536
 BX0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0536'3.15 MI NE FROM JENA.
 BX0536'0.25 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE JENA GRADE SCHOOL AT
 BX0536'JENA, THENCE 2.9 MILES NORTHEAST ALONG STATE HIGHWAY 1011.  AT THE
 BX0536'HOME OF DENNIS THOMAS, 79 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BX0536'HIGHWAY, 44.2 FEET WEST OF THE WEST CORNER OF THE HOUSE, 43 FEET
 BX0536'SOUTHWEST OF A GATE, 1.0 FOOT NORTHWEST OF A FENCE, 1.3 FEET NORTHEAST
 BX0536'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX0536'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0361 ***********************************************************************
 CQ0361  DESIGNATION -  L 127
 CQ0361  PID         -  CQ0361
 CQ0361  STATE/COUNTY-  LA/CALDWELL
 CQ0361  USGS QUAD   -  COLUMBIA (1989)
 CQ0361
 CQ0361                         *CURRENT SURVEY CONTROL
 CQ0361  ___________________________________________________________________
 CQ0361* NAD 83(1986)-  32 03 00.     (N)    092 06 34.     (W)     SCALED    
 CQ0361* NAVD 88     -        48.88   (+/-2cm)     160.4    (feet)  VERTCON   
 CQ0361  ___________________________________________________________________
 CQ0361  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ0361
 CQ0361  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0361
 CQ0361.The horizontal coordinates were scaled from a topographic map and have
 CQ0361.an estimated accuracy of +/- 6 seconds.
 CQ0361
 CQ0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0361.The vertical order pertains to the NGVD 29 superseded value.
 CQ0361
 CQ0361.The geoid height was determined by GEOID03.
 CQ0361
 CQ0361;                    North         East    Units  Estimated Accuracy
 CQ0361;SPC LA N     -   171,920.    1,036,880.      MT  (+/- 180 meters Scaled)
 CQ0361
 CQ0361                          SUPERSEDED SURVEY CONTROL
 CQ0361
 CQ0361  NGVD 29 (??/??/??)   48.894  (m)          160.41   (f) ADJUSTED    1 2
 CQ0361
 CQ0361.Superseded values are not recommended for survey control.
 CQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0361.See file dsdata.txt to determine how the superseded data were derived.
 CQ0361
 CQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR840463(NAD 83)
 CQ0361_MARKER: DB = BENCH MARK DISK
 CQ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0361_STAMPING: L 127 1950
 CQ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0361+STABILITY: SURFACE MOTION
 CQ0361
 CQ0361  HISTORY     - Date     Condition        Report By
 CQ0361  HISTORY     - 1950     MONUMENTED       CGS
 CQ0361  HISTORY     - 1966     GOOD             CGS
 CQ0361
 CQ0361                          STATION DESCRIPTION
 CQ0361
 CQ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0361'IN GRAYSON.
 CQ0361'AT GRAYSON, IN SECTION 1, T 12 N, R 3 E, 60 1/2 FEET NORTHEAST OF THE
 CQ0361'MISSOURI PACIFIC RAILROAD STATION, 39 FEET WEST OF THE WEST RAIL, 52
 CQ0361'FEET EAST OF THE CENTER LINE OF RAILROAD STREET, 1 1/2 FEET EAST OF A
 CQ0361'TELEPHONE POLE, ABOUT LEVEL WITH THE STREET, ABOUT 2 FEET BELOW THE
 CQ0361'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CQ0361'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0030 ***********************************************************************
 CQ0030  DESIGNATION -  L 128
 CQ0030  PID         -  CQ0030
 CQ0030  STATE/COUNTY-  LA/OUACHITA
 CQ0030  USGS QUAD   -  MONROE NORTH (1994)
 CQ0030
 CQ0030                         *CURRENT SURVEY CONTROL
 CQ0030  ___________________________________________________________________
 CQ0030* NAD 83(1986)-  32 31 49.     (N)    092 06 38.     (W)     SCALED    
 CQ0030* NAVD 88     -        22.911  (meters)      75.17   (feet)  ADJUSTED  
 CQ0030  ___________________________________________________________________
 CQ0030  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0030  DYNAMIC HT  -          22.886 (meters)      75.09  (feet)  COMP
 CQ0030  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 CQ0030
 CQ0030  VERT ORDER  -  FIRST     CLASS I
 CQ0030
 CQ0030.The horizontal coordinates were scaled from a topographic map and have
 CQ0030.an estimated accuracy of +/- 6 seconds.
 CQ0030
 CQ0030.The orthometric height was determined by differential leveling
 CQ0030.and adjusted by the National Geodetic Survey in June 1991..
 CQ0030
 CQ0030.The geoid height was determined by GEOID03.
 CQ0030
 CQ0030.The dynamic height is computed by dividing the NAVD 88
 CQ0030.geopotential number by the normal gravity value computed on the
 CQ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0030.degrees latitude (g = 980.6199 gals.).
 CQ0030
 CQ0030.The modeled gravity was interpolated from observed gravity values.
 CQ0030
 CQ0030;                    North         East    Units  Estimated Accuracy
 CQ0030;SPC LA N     -   225,180.    1,036,590.      MT  (+/- 180 meters Scaled)
 CQ0030
 CQ0030                          SUPERSEDED SURVEY CONTROL
 CQ0030
 CQ0030  NGVD 29 (??/??/??)   22.958  (m)           75.32   (f) ADJUSTED    1 1
 CQ0030
 CQ0030.Superseded values are not recommended for survey control.
 CQ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0030.See file dsdata.txt to determine how the superseded data were derived.
 CQ0030
 CQ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR835995(NAD 83)
 CQ0030_MARKER: DB = BENCH MARK DISK
 CQ0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0030_SP_SET: CULVERT
 CQ0030_STAMPING: L 128 1950
 CQ0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0030
 CQ0030  HISTORY     - Date     Condition        Report By
 CQ0030  HISTORY     - 1950     MONUMENTED       CGS
 CQ0030  HISTORY     - 1969     GOOD             CGS
 CQ0030  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 CQ0030
 CQ0030                          STATION DESCRIPTION
 CQ0030
 CQ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0030'3.3 MI N FROM MONROE.
 CQ0030'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0030'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0030'THENCE 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 80 WHICH IS LOUISVILLE
 CQ0030'STREET, THENCE 1.0 MILE NORTHWEST ALONG RIVERSIDE DRIVE, THENCE 1.3
 CQ0030'MILES NORTHEAST ALONG FORSYTHE AVENUE, 197 FEET SOUTHEAST OF THE
 CQ0030'CENTER LINE OF THE AVENUE, 20 FEET NORTHEAST OF THE CENTER LINE OF
 CQ0030'19TH STREET, 40 FEET EAST OF THE EAST RAIL OF THE MISSOURI-PACIFIC
 CQ0030'RAILROAD TRACK, 137 FEET NORTHWEST OF THE CENTER LINE OF RICHARD
 CQ0030'DRIVE, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 CQ0030'HEADWALL OF A CULVERT UNDER 19TH STREET, 80 1/2 FEET SOUTHEAST AND
 CQ0030'ACROSS THE TRACK FROM THE SOUTH CORNER OF A SHOPPING CENTER, AND ABOUT
 CQ0030'2 FEET BELOW THE LEVEL OF THE STREET.
 CQ0030
 CQ0030                          STATION RECOVERY (1996)
 CQ0030
 CQ0030'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0842 ***********************************************************************
 CQ0842  DESIGNATION -  L 129
 CQ0842  PID         -  CQ0842
 CQ0842  STATE/COUNTY-  LA/CALDWELL
 CQ0842  USGS QUAD   -  COTTON PLANT (1989)
 CQ0842
 CQ0842                         *CURRENT SURVEY CONTROL
 CQ0842  ___________________________________________________________________
 CQ0842* NAD 83(1986)-  32 05 16.     (N)    092 15 36.     (W)     SCALED    
 CQ0842* NAVD 88     -        60.66   (+/-2cm)     199.0    (feet)  VERTCON   
 CQ0842  ___________________________________________________________________
 CQ0842  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0842
 CQ0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0842
 CQ0842.The horizontal coordinates were scaled from a topographic map and have
 CQ0842.an estimated accuracy of +/- 6 seconds.
 CQ0842
 CQ0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0842.The vertical order pertains to the NGVD 29 superseded value.
 CQ0842
 CQ0842.The geoid height was determined by GEOID03.
 CQ0842
 CQ0842;                    North         East    Units  Estimated Accuracy
 CQ0842;SPC LA N     -   176,070.    1,022,660.      MT  (+/- 180 meters Scaled)
 CQ0842
 CQ0842                          SUPERSEDED SURVEY CONTROL
 CQ0842
 CQ0842  NGVD 29 (??/??/??)   60.683  (m)          199.09   (f) ADJUSTED    2 0
 CQ0842
 CQ0842.Superseded values are not recommended for survey control.
 CQ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0842.See file dsdata.txt to determine how the superseded data were derived.
 CQ0842
 CQ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR698504(NAD 83)
 CQ0842_MARKER: DB = BENCH MARK DISK
 CQ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0842_STAMPING: L 129 1950
 CQ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0842+STABILITY: SURFACE MOTION
 CQ0842
 CQ0842  HISTORY     - Date     Condition        Report By
 CQ0842  HISTORY     - 1950     MONUMENTED       CGS
 CQ0842
 CQ0842                          STATION DESCRIPTION
 CQ0842
 CQ0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0842'10.2 MI NW FROM GRAYSON.
 CQ0842'6.7 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE POST OFFICE AT
 CQ0842'GRAYSON, THENCE 2.1 MILES WEST ALONG A PARISH ROAD, THENCE 1.4 MILES
 CQ0842'NORTHWEST ALONG A PARISH ROAD.  AT A Y ROAD JUNCTION, 48 FEET
 CQ0842'NORTHWEST OF THE CENTER LINE OF THE NORTHEAST AND SOUTHWEST ROAD, 30
 CQ0842'FEET NORTHWEST OF A 30 INCH TRIANGULAR BLAZED OAK TREE, 21 FEET SOUTH
 CQ0842'OF THE CENTER LINE OF THE ROAD LEADING WEST, 2 FEET WEST OF A WITNESS
 CQ0842'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 CQ0842'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0575 ***********************************************************************
 CQ0575  DESIGNATION -  L 130
 CQ0575  PID         -  CQ0575
 CQ0575  STATE/COUNTY-  LA/CALDWELL
 CQ0575  USGS QUAD   -  COLUMBIA (1989)
 CQ0575
 CQ0575                         *CURRENT SURVEY CONTROL
 CQ0575  ___________________________________________________________________
 CQ0575* NAD 83(1986)-  32 00 14.     (N)    092 01 10.     (W)     SCALED    
 CQ0575* NAVD 88     -        67.14   (+/-2cm)     220.3    (feet)  VERTCON   
 CQ0575  ___________________________________________________________________
 CQ0575  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ0575
 CQ0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0575
 CQ0575.The horizontal coordinates were scaled from a topographic map and have
 CQ0575.an estimated accuracy of +/- 6 seconds.
 CQ0575
 CQ0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0575.The vertical order pertains to the NGVD 29 superseded value.
 CQ0575
 CQ0575.The geoid height was determined by GEOID03.
 CQ0575
 CQ0575;                    North         East    Units  Estimated Accuracy
 CQ0575;SPC LA N     -   166,840.    1,045,400.      MT  (+/- 180 meters Scaled)
 CQ0575
 CQ0575                          SUPERSEDED SURVEY CONTROL
 CQ0575
 CQ0575  NGVD 29 (??/??/??)   67.146  (m)          220.29   (f) ADJUSTED    2 0
 CQ0575
 CQ0575.Superseded values are not recommended for survey control.
 CQ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0575.See file dsdata.txt to determine how the superseded data were derived.
 CQ0575
 CQ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR926412(NAD 83)
 CQ0575_MARKER: DB = BENCH MARK DISK
 CQ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0575_STAMPING: L 130 1950
 CQ0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0575+STABILITY: SURFACE MOTION
 CQ0575
 CQ0575  HISTORY     - Date     Condition        Report By
 CQ0575  HISTORY     - 1950     MONUMENTED       CGS
 CQ0575
 CQ0575                          STATION DESCRIPTION
 CQ0575
 CQ0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0575'8.9 MI SE FROM COLUMBIA.
 CQ0575'1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST CHURCH
 CQ0575'AT COLUMBIA, THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 1086,
 CQ0575'THENCE 1.9 MILES SOUTHEAST ALONG A DIRT ROAD.  71 FEET SOUTHEAST OF
 CQ0575'THE CENTER LINE OF THE ROAD, 27 FEET SOUTHWEST OF THE CENTER LINE OF A
 CQ0575'DIM ROAD LEADING SOUTHEAST, 51 FEET SOUTHEAST OF AN 18 INCH TRIANGULAR
 CQ0575'BLAZED OAK TREE, 55 FEET SOUTHEAST OF A 12 INCH TRIANGULAR BLAZED OAK
 CQ0575'TREE, 12 FEET WEST OF A 14 INCH TRIANGULAR BLAZED OAK TREE, 1.8 FEET
 CQ0575'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0575'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0400 ***********************************************************************
 BX0400  DESIGNATION -  L 131
 BX0400  PID         -  BX0400
 BX0400  STATE/COUNTY-  LA/LA SALLE
 BX0400  USGS QUAD   -  NICKEL (1984)
 BX0400
 BX0400                         *CURRENT SURVEY CONTROL
 BX0400  ___________________________________________________________________
 BX0400* NAD 83(1986)-  31 51 26.     (N)    092 06 48.     (W)     SCALED    
 BX0400* NAVD 88     -        69.70   (+/-2cm)     228.7    (feet)  VERTCON   
 BX0400  ___________________________________________________________________
 BX0400  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0400
 BX0400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0400
 BX0400.The horizontal coordinates were scaled from a topographic map and have
 BX0400.an estimated accuracy of +/- 6 seconds.
 BX0400
 BX0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0400.The vertical order pertains to the NGVD 29 superseded value.
 BX0400
 BX0400.The geoid height was determined by GEOID03.
 BX0400
 BX0400;                    North         East    Units  Estimated Accuracy
 BX0400;SPC LA N     -   150,550.    1,036,590.      MT  (+/- 180 meters Scaled)
 BX0400
 BX0400                          SUPERSEDED SURVEY CONTROL
 BX0400
 BX0400  NGVD 29 (??/??/??)   69.702  (m)          228.68   (f) ADJUSTED    2 0
 BX0400
 BX0400.Superseded values are not recommended for survey control.
 BX0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0400.See file dsdata.txt to determine how the superseded data were derived.
 BX0400
 BX0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR838249(NAD 83)
 BX0400_MARKER: DB = BENCH MARK DISK
 BX0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0400_STAMPING: L 131 1950
 BX0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0400+STABILITY: SURFACE MOTION
 BX0400
 BX0400  HISTORY     - Date     Condition        Report By
 BX0400  HISTORY     - 1950     MONUMENTED       CGS
 BX0400
 BX0400                          STATION DESCRIPTION
 BX0400
 BX0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0400'11.15 MI SE FROM OLLA.
 BX0400'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0400'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0400'SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A GRAVELED
 BX0400'ROAD, THENCE 0.65 MILE SOUTHEAST ALONG AN ABANDONED ROAD, THENCE 1.5
 BX0400'MILES SOUTHEAST ALONG A DIRT ROAD.  33 FEET NORTH OF THE CENTER LINE
 BX0400'OF THE EAST AND WEST ROAD, 57 FEET EAST OF THE CENTER LINE OF THE
 BX0400'NORTH AND SOUTH ROAD, 29 FEET WEST OF A 24 INCH TRIANGULAR BLAZED OAK
 BX0400'TREE, 21 FEET EAST OF A 16 INCH TRIANGULAR BLAZED PINE TREE, 2.0 FEET
 BX0400'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0400'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1752 ***********************************************************************
 BW1752  DESIGNATION -  L 132
 BW1752  PID         -  BW1752
 BW1752  STATE/COUNTY-  LA/CATAHOULA
 BW1752  USGS QUAD   -  AIMWELL (1984)
 BW1752
 BW1752                         *CURRENT SURVEY CONTROL
 BW1752  ___________________________________________________________________
 BW1752* NAD 83(1986)-  31 46 03.     (N)    091 56 03.     (W)     SCALED    
 BW1752* NAVD 88     -        63.42   (+/-2cm)     208.1    (feet)  VERTCON   
 BW1752  ___________________________________________________________________
 BW1752  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1752
 BW1752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1752
 BW1752.The horizontal coordinates were scaled from a topographic map and have
 BW1752.an estimated accuracy of +/- 6 seconds.
 BW1752
 BW1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1752.The vertical order pertains to the NGVD 29 superseded value.
 BW1752
 BW1752.The geoid height was determined by GEOID03.
 BW1752
 BW1752;                    North         East    Units  Estimated Accuracy
 BW1752;SPC LA N     -   140,670.    1,053,600.      MT  (+/- 180 meters Scaled)
 BW1752
 BW1752                          SUPERSEDED SURVEY CONTROL
 BW1752
 BW1752  NGVD 29 (??/??/92)   63.422  (m)          208.08   (f) ADJ UNCH    2 0
 BW1752
 BW1752.Superseded values are not recommended for survey control.
 BW1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1752.See file dsdata.txt to determine how the superseded data were derived.
 BW1752
 BW1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR009151(NAD 83)
 BW1752_MARKER: DB = BENCH MARK DISK
 BW1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1752_STAMPING: L 132 1950
 BW1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1752+STABILITY: SURFACE MOTION
 BW1752
 BW1752  HISTORY     - Date     Condition        Report By
 BW1752  HISTORY     - 1950     MONUMENTED       CGS
 BW1752  HISTORY     - 1979     POOR             USGS
 BW1752
 BW1752                          STATION DESCRIPTION
 BW1752
 BW1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1752'4.85 MI NE FROM MANIFEST.
 BW1752'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BW1752'MANIFEST, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 259, THENCE 2.75
 BW1752'MILES NORTHEAST ALONG A WINDING GRAVELED ROAD.  AT A Y ROAD JUNCTION,
 BW1752'29 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 28 FEET
 BW1752'NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 1.3 FEET
 BW1752'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1752'PROJECTS 0.5 FOOT ABOVE GROUND.  NOTE-- THIS MARK IS 1.0 MILE
 BW1752'NORTHWEST OF BENCH MARK K 132 AND 0.8 MILE SOUTHEAST OF BENCH MARK M
 BW1752'132.
 BW1752
 BW1752                          STATION RECOVERY (1979)
 BW1752
 BW1752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1752'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0300 ***********************************************************************
 BX0300  DESIGNATION -  L 137
 BX0300  PID         -  BX0300
 BX0300  STATE/COUNTY-  LA/CALDWELL
 BX0300  USGS QUAD   -  OLLA WEST (1984)
 BX0300
 BX0300                         *CURRENT SURVEY CONTROL
 BX0300  ___________________________________________________________________
 BX0300* NAD 83(1986)-  31 57 52.     (N)    092 17 57.     (W)     SCALED    
 BX0300* NAVD 88     -        35.88   (+/-2cm)     117.7    (feet)  VERTCON   
 BX0300  ___________________________________________________________________
 BX0300  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BX0300
 BX0300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0300
 BX0300.The horizontal coordinates were scaled from a topographic map and have
 BX0300.an estimated accuracy of +/- 6 seconds.
 BX0300
 BX0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0300.The vertical order pertains to the NGVD 29 superseded value.
 BX0300
 BX0300.The geoid height was determined by GEOID03.
 BX0300
 BX0300;                    North         East    Units  Estimated Accuracy
 BX0300;SPC LA N     -   162,390.    1,018,980.      MT  (+/- 180 meters Scaled)
 BX0300
 BX0300                          SUPERSEDED SURVEY CONTROL
 BX0300
 BX0300  NGVD 29 (??/??/??)   35.904  (m)          117.80   (f) ADJUSTED    2 0
 BX0300
 BX0300.Superseded values are not recommended for survey control.
 BX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0300.See file dsdata.txt to determine how the superseded data were derived.
 BX0300
 BX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR662367(NAD 83)
 BX0300_MARKER: DB = BENCH MARK DISK
 BX0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0300_STAMPING: L 137 1950
 BX0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0300+STABILITY: SURFACE MOTION
 BX0300
 BX0300  HISTORY     - Date     Condition        Report By
 BX0300  HISTORY     - 1950     MONUMENTED       CGS
 BX0300
 BX0300                          STATION DESCRIPTION
 BX0300
 BX0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0300'7.5 MI NW FROM OLLA.
 BX0300'5.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 BX0300'PACIFIC RAILROAD STATION AT OLLA, THENCE 0.5 MILE SOUTHWEST ALONG A
 BX0300'WOODS ROAD,THENCE 1.1 MILES NORTHWEST ALONG AN ABANDONED ROAD.  ON THE
 BX0300'SIDE OF A HILL SLOPING DOWN TO THE NORTHWEST, 34 FEET NORTHWEST OF A
 BX0300'20-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE
 BX0300'TREE, 27 FEET SOUTHEAST OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON
 BX0300'THE SOUTHWEST SIDE OF THE TREE, 23 FEET NORTHEAST OF THE CENTER LINE
 BX0300'OF THE ROAD, 22 FEET WEST OF A 12-INCH OAK WITH A TRIANGULAR BLAZE ON
 BX0300'THE SOUTHWEST SIDE OF THE TREE, 2 FEET NORTHWEST OF A REFERENCE POST,
 BX0300'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING
 BX0300'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1731 ***********************************************************************
 BW1731  DESIGNATION -  L 138
 BW1731  PID         -  BW1731
 BW1731  STATE/COUNTY-  LA/CATAHOULA
 BW1731  USGS QUAD   -  AIMWELL (1984)
 BW1731
 BW1731                         *CURRENT SURVEY CONTROL
 BW1731  ___________________________________________________________________
 BW1731* NAD 83(1986)-  31 50 02.     (N)    091 57 57.     (W)     SCALED    
 BW1731* NAVD 88     -        67.84   (+/-2cm)     222.6    (feet)  VERTCON   
 BW1731  ___________________________________________________________________
 BW1731  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BW1731
 BW1731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1731
 BW1731.The horizontal coordinates were scaled from a topographic map and have
 BW1731.an estimated accuracy of +/- 6 seconds.
 BW1731
 BW1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1731.The vertical order pertains to the NGVD 29 superseded value.
 BW1731
 BW1731.The geoid height was determined by GEOID03.
 BW1731
 BW1731;                    North         East    Units  Estimated Accuracy
 BW1731;SPC LA N     -   148,020.    1,050,560.      MT  (+/- 180 meters Scaled)
 BW1731
 BW1731                          SUPERSEDED SURVEY CONTROL
 BW1731
 BW1731  NGVD 29 (??/??/92)   67.841  (m)          222.57   (f) ADJ UNCH    2 0
 BW1731
 BW1731.Superseded values are not recommended for survey control.
 BW1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1731.See file dsdata.txt to determine how the superseded data were derived.
 BW1731
 BW1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR978224(NAD 83)
 BW1731_MARKER: DB = BENCH MARK DISK
 BW1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1731_STAMPING: L 138 1950
 BW1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1731+STABILITY: SURFACE MOTION
 BW1731
 BW1731  HISTORY     - Date     Condition        Report By
 BW1731  HISTORY     - 1950     MONUMENTED       CGS
 BW1731
 BW1731                          STATION DESCRIPTION
 BW1731
 BW1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1731'7.9 MI SE FROM ROSEFIELD.
 BW1731'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BW1731'ROSEFIELD, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BW1731'1.2 MILES SOUTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.9 MILES SOUTH
 BW1731'ALONG A WINDING DIRT ROAD, THENCE 2.5 MILES EAST ALONG A WINDING DIRT
 BW1731'ROAD.  AT A T ROAD JUNCTION, AT A CHURCH AND CEMETERY, 38 FEET WEST OF
 BW1731'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 49 FEET SOUTH OF THE
 BW1731'CENTER LINE OF THE ROAD LEADING WEST, 29 FEET SOUTH OF THE NORTHEAST
 BW1731'FENCE CORNER OF THE CEMETERY, 13 FEET NORTH OF THE NORTHEAST CORNER OF
 BW1731'A BUILDING, 1 FOOT EAST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST,
 BW1731'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BW1731'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0291 ***********************************************************************
 BX0291  DESIGNATION -  L 139
 BX0291  PID         -  BX0291
 BX0291  STATE/COUNTY-  LA/WINN
 BX0291  USGS QUAD   -  OLLA WEST (1984)
 BX0291
 BX0291                         *CURRENT SURVEY CONTROL
 BX0291  ___________________________________________________________________
 BX0291* NAD 83(1986)-  31 54 45.     (N)    092 19 51.     (W)     SCALED    
 BX0291* NAVD 88     -        54.27   (+/-2cm)     178.1    (feet)  VERTCON   
 BX0291  ___________________________________________________________________
 BX0291  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0291
 BX0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0291
 BX0291.The horizontal coordinates were scaled from a topographic map and have
 BX0291.an estimated accuracy of +/- 6 seconds.
 BX0291
 BX0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0291.The vertical order pertains to the NGVD 29 superseded value.
 BX0291
 BX0291.The geoid height was determined by GEOID03.
 BX0291
 BX0291;                    North         East    Units  Estimated Accuracy
 BX0291;SPC LA N     -   156,620.    1,016,000.      MT  (+/- 180 meters Scaled)
 BX0291
 BX0291                          SUPERSEDED SURVEY CONTROL
 BX0291
 BX0291  NGVD 29 (??/??/??)   54.284  (m)          178.10   (f) ADJUSTED    2 0
 BX0291
 BX0291.Superseded values are not recommended for survey control.
 BX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0291.See file dsdata.txt to determine how the superseded data were derived.
 BX0291
 BX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR632309(NAD 83)
 BX0291_MARKER: DB = BENCH MARK DISK
 BX0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0291_STAMPING: L 139 1950
 BX0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0291+STABILITY: SURFACE MOTION
 BX0291
 BX0291  HISTORY     - Date     Condition        Report By
 BX0291  HISTORY     - 1950     MONUMENTED       CGS
 BX0291  HISTORY     - 1981     MARK NOT FOUND   USPSQD
 BX0291
 BX0291                          STATION DESCRIPTION
 BX0291
 BX0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0291'6.6 MI NW FROM OLLA.
 BX0291'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX0291'PACIFIC RAILROAD STATION AT OLLA, THENCE 4.7 MILES NORTHWEST ALONG
 BX0291'STATE HIGHWAY NO. 6, THENCE 0.6 MILE SOUTHWEST ALONG A WOODS ROAD. AT
 BX0291'A Y-JUNCTION OF ROADS, 33 FEET SOUTHEAST OF A 12-INCH OAK WITH A
 BX0291'TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 26 FEET EAST OF
 BX0291'THE CENTER LINE OF THE MAIN TRAVELED ROAD LEADING SOUTH, 19 FEET
 BX0291'SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 8 FEET
 BX0291'NORTHWEST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHWEST
 BX0291'SIDE OF THE TREE, 2.9 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 BX0291'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BX0291
 BX0291                          STATION RECOVERY (1981)
 BX0291
 BX0291'RECOVERY NOTE BY US POWER SQUADRON 1981 (DNB)
 BX0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1718 ***********************************************************************
 CQ1718  DESIGNATION -  L 140
 CQ1718  PID         -  CQ1718
 CQ1718  STATE/COUNTY-  LA/DE SOTO
 CQ1718  USGS QUAD   -  KEATCHIE (1972)
 CQ1718
 CQ1718                         *CURRENT SURVEY CONTROL
 CQ1718  ___________________________________________________________________
 CQ1718* NAD 83(1986)-  32 07 36.     (N)    093 56 24.     (W)     SCALED    
 CQ1718* NAVD 88     -        92.519  (meters)     303.54   (feet)  ADJUSTED  
 CQ1718  ___________________________________________________________________
 CQ1718  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1718  DYNAMIC HT  -          92.413 (meters)     303.19  (feet)  COMP
 CQ1718  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CQ1718
 CQ1718  VERT ORDER  -  FIRST     CLASS II
 CQ1718
 CQ1718.The horizontal coordinates were scaled from a topographic map and have
 CQ1718.an estimated accuracy of +/- 6 seconds.
 CQ1718
 CQ1718.The orthometric height was determined by differential leveling
 CQ1718.and adjusted by the National Geodetic Survey in June 1991..
 CQ1718.WARNING-Repeat measurements at this control monument indicate possible
 CQ1718.vertical movement.
 CQ1718
 CQ1718.The geoid height was determined by GEOID03.
 CQ1718
 CQ1718.The dynamic height is computed by dividing the NAVD 88
 CQ1718.geopotential number by the normal gravity value computed on the
 CQ1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1718.degrees latitude (g = 980.6199 gals.).
 CQ1718
 CQ1718.The modeled gravity was interpolated from observed gravity values.
 CQ1718
 CQ1718;                    North         East    Units  Estimated Accuracy
 CQ1718;SPC LA N     -   181,260.      864,130.      MT  (+/- 180 meters Scaled)
 CQ1718
 CQ1718                          SUPERSEDED SURVEY CONTROL
 CQ1718
 CQ1718  NGVD 29 (??/??/??)   92.583  (m)          303.75   (f) ADJUSTED    1 2
 CQ1718
 CQ1718.Superseded values are not recommended for survey control.
 CQ1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1718.See file dsdata.txt to determine how the superseded data were derived.
 CQ1718
 CQ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR113548(NAD 83)
 CQ1718_MARKER: DB = BENCH MARK DISK
 CQ1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1718_STAMPING: L 140 1952
 CQ1718_PROJECTION: PROJECTING 20 CENTIMETERS
 CQ1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1718+STABILITY: SURFACE MOTION
 CQ1718
 CQ1718  HISTORY     - Date     Condition        Report By
 CQ1718  HISTORY     - 1952     MONUMENTED       CGS
 CQ1718  HISTORY     - 1972     MARK NOT FOUND   USGS
 CQ1718  HISTORY     - 1979     GOOD             NGS
 CQ1718  HISTORY     - 19960504 GOOD             USPSQD
 CQ1718
 CQ1718                          STATION DESCRIPTION
 CQ1718
 CQ1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1718'1.95 MI NE FROM LONGSTREET.
 CQ1718'1.95 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE TEXAS AND NEW
 CQ1718'ORLEANS RAILROAD STATION AT LONGSTREET, 300 FEET NORTHWEST OF A
 CQ1718'FARMHOUSE, 62 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET
 CQ1718'WEST OF THE WEST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 3 FEET
 CQ1718'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1718'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CQ1718
 CQ1718                          STATION RECOVERY (1972)
 CQ1718
 CQ1718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CQ1718'MARK NOT FOUND.
 CQ1718
 CQ1718                          STATION RECOVERY (1979)
 CQ1718
 CQ1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1718'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 CQ1718'LONGSTREET, 62.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 48.0
 CQ1718'FT. WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 5.0 FT.
 CQ1718'SOUTHEAST OF A 24-INCH PINE TREE.
 CQ1718'THE MARK IS 7 FT  W FROM A WITNESS POST.
 CQ1718
 CQ1718                          STATION RECOVERY (1996)
 CQ1718
 CQ1718'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0270 ***********************************************************************
 BX0270  DESIGNATION -  L 142
 BX0270  PID         -  BX0270
 BX0270  STATE/COUNTY-  LA/WINN
 BX0270  USGS QUAD   -  GEORGETOWN (1984)
 BX0270
 BX0270                         *CURRENT SURVEY CONTROL
 BX0270  ___________________________________________________________________
 BX0270* NAD 83(1986)-  31 48 31.     (N)    092 28 11.     (W)     SCALED    
 BX0270* NAVD 88     -        49.73   (+/-2cm)     163.2    (feet)  VERTCON   
 BX0270  ___________________________________________________________________
 BX0270  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0270
 BX0270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0270
 BX0270.The horizontal coordinates were scaled from a topographic map and have
 BX0270.an estimated accuracy of +/- 6 seconds.
 BX0270
 BX0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0270.The vertical order pertains to the NGVD 29 superseded value.
 BX0270
 BX0270.The geoid height was determined by GEOID03.
 BX0270
 BX0270;                    North         East    Units  Estimated Accuracy
 BX0270;SPC LA N     -   145,090.    1,002,870.      MT  (+/- 180 meters Scaled)
 BX0270
 BX0270                          SUPERSEDED SURVEY CONTROL
 BX0270
 BX0270  NGVD 29 (??/??/??)   49.750  (m)          163.22   (f) ADJUSTED    2 0
 BX0270
 BX0270.Superseded values are not recommended for survey control.
 BX0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0270.See file dsdata.txt to determine how the superseded data were derived.
 BX0270
 BX0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR501193(NAD 83)
 BX0270_MARKER: DB = BENCH MARK DISK
 BX0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0270_STAMPING: L 142 1950
 BX0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0270+STABILITY: SURFACE MOTION
 BX0270
 BX0270  HISTORY     - Date     Condition        Report By
 BX0270  HISTORY     - 1950     MONUMENTED       CGS
 BX0270  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX0270
 BX0270                          STATION DESCRIPTION
 BX0270
 BX0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0270'5.15 MI N FROM ZION.
 BX0270'3.05 MILES NORTHWEST ALONG STATE HIGHWAY 232 FROM THE JUNCTION OF
 BX0270'STATE HIGHWAYS 232 AND 108 AT ZION, THENCE 2.1 MILES EAST ALONG A DIRT
 BX0270'ROAD.  0.3 MILE SOUTH OF A ROAD JUNCTION, ON TOP OF A RISE, 27 FEET
 BX0270'WEST OF THE CENTER LINE OF THE ROAD, 4.3 FEET SOUTH OF A WITNESS POST,
 BX0270'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 BX0270'GROUND.  NOTE-- THIS MARK IS 0.9 MILE WEST OF BENCH MARK K-142.
 BX0270
 BX0270                          STATION RECOVERY (1982)
 BX0270
 BX0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1774 ***********************************************************************
 CQ1774  DESIGNATION -  L 143
 CQ1774  PID         -  CQ1774
 CQ1774  STATE/COUNTY-  LA/CADDO
 CQ1774  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1774
 CQ1774                         *CURRENT SURVEY CONTROL
 CQ1774  ___________________________________________________________________
 CQ1774* NAD 83(1986)-  32 27 07.     (N)    093 49 37.     (W)     SCALED    
 CQ1774* NAVD 88     -        77.051  (meters)     252.79   (feet)  ADJUSTED  
 CQ1774  ___________________________________________________________________
 CQ1774  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1774  DYNAMIC HT  -          76.964 (meters)     252.51  (feet)  COMP
 CQ1774  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CQ1774
 CQ1774  VERT ORDER  -  FIRST     CLASS II
 CQ1774
 CQ1774.This mark is at Shreveport Regional Airport (SHV)
 CQ1774
 CQ1774.The horizontal coordinates were scaled from a topographic map and have
 CQ1774.an estimated accuracy of +/- 6 seconds.
 CQ1774
 CQ1774.The orthometric height was determined by differential leveling
 CQ1774.and adjusted by the National Geodetic Survey in June 1991..
 CQ1774
 CQ1774.The geoid height was determined by GEOID03.
 CQ1774
 CQ1774.The dynamic height is computed by dividing the NAVD 88
 CQ1774.geopotential number by the normal gravity value computed on the
 CQ1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1774.degrees latitude (g = 980.6199 gals.).
 CQ1774
 CQ1774.The modeled gravity was interpolated from observed gravity values.
 CQ1774
 CQ1774;                    North         East    Units  Estimated Accuracy
 CQ1774;SPC LA N     -   217,190.      875,240.      MT  (+/- 180 meters Scaled)
 CQ1774
 CQ1774                          SUPERSEDED SURVEY CONTROL
 CQ1774
 CQ1774  NGVD 29 (??/??/??)   77.125  (m)          253.03   (f) ADJUSTED    1 2
 CQ1774
 CQ1774.Superseded values are not recommended for survey control.
 CQ1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1774.See file dsdata.txt to determine how the superseded data were derived.
 CQ1774
 CQ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR222908(NAD 83)
 CQ1774_MARKER: DB = BENCH MARK DISK
 CQ1774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1774_SP_SET: WALL
 CQ1774_STAMPING: L 143 1954
 CQ1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1774
 CQ1774  HISTORY     - Date     Condition        Report By
 CQ1774  HISTORY     - 1955     MONUMENTED       CGS
 CQ1774  HISTORY     - 1968     GOOD             CGS
 CQ1774  HISTORY     - 1981     GOOD             NGS
 CQ1774  HISTORY     - 1990     GOOD             USPSQD
 CQ1774  HISTORY     - 19990515 GOOD             USPSQD
 CQ1774
 CQ1774                          STATION DESCRIPTION
 CQ1774
 CQ1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CQ1774'IN SHREVEPORT.
 CQ1774'THE MARK MAY BE REACHED FROM THE DOWNTOWN SHREVEPORT POST OFFICE ON
 CQ1774'TEXAS (U.S. 79-80) BY GOING SOUTHWEST ON TEXAS 0.2 MILE, THENCE
 CQ1774'SOUTHEAST ON COMMON 0.4 MILE TO INTERSTATE ROUTE 20, THENCE
 CQ1774'SOUTHWESTERLY ON I-20 5.8 MILES TO THE AIRPORT-MONKHOUSER DR. EXIT,
 CQ1774'THENCE SOUTH ON MONKHOUSER DR. 0.1 MILE TO THE DRIVEWAY LEADING TO THE
 CQ1774'GREATER SHREVEPORT MUNICIPAL AIRPORT, CONTINUE SOUTH ON THIS DRIVEWAY
 CQ1774'0.2 MILE TO THE TERMINAL.  THE STATION IS 13.5 FEET NORTHWEST OF THE
 CQ1774'SOUTHWEST CORNER OF THE TERMINAL BUILDING, 46.3 FEET SOUTHEAST OF A
 CQ1774'WEATHER BUREAU CEILOMETER, AT A STAIRWAY LEADING DOWN TO A TRANSFORMER
 CQ1774'ROOM, AND IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE WALL AROUND
 CQ1774'THE STAIRWAY.  THE STATION IS A STANDARD USC AND GS BENCH MARK DISK,
 CQ1774'STAMPED L 143 1954, SET IN A DRILL HOLE.
 CQ1774
 CQ1774                          STATION RECOVERY (1981)
 CQ1774
 CQ1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CQ1774'RECOVERED IN GOOD CONDITION.
 CQ1774
 CQ1774                          STATION RECOVERY (1990)
 CQ1774
 CQ1774'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1774'RECOVERED IN GOOD CONDITION.
 CQ1774
 CQ1774                          STATION RECOVERY (1999)
 CQ1774
 CQ1774'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1121 ***********************************************************************
 BX1121  DESIGNATION -  L 15
 BX1121  PID         -  BX1121
 BX1121  STATE/COUNTY-  LA/RAPIDES
 BX1121  USGS QUAD   -  FOREST HILL (1993)
 BX1121
 BX1121                         *CURRENT SURVEY CONTROL
 BX1121  ___________________________________________________________________
 BX1121* NAD 83(1986)-  31 06 43.     (N)    092 30 24.     (W)     SCALED    
 BX1121* NAVD 88     -        41.793  (meters)     137.12   (feet)  ADJUSTED  
 BX1121  ___________________________________________________________________
 BX1121  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX1121  DYNAMIC HT  -          41.741 (meters)     136.95  (feet)  COMP
 BX1121  MODELED GRAV-     979,390.4   (mgal)                       NAVD 88
 BX1121
 BX1121  VERT ORDER  -  FIRST     CLASS I
 BX1121
 BX1121.The horizontal coordinates were scaled from a topographic map and have
 BX1121.an estimated accuracy of +/- 6 seconds.
 BX1121
 BX1121.The orthometric height was determined by differential leveling
 BX1121.and adjusted by the National Geodetic Survey in February 1994..
 BX1121
 BX1121.The geoid height was determined by GEOID03.
 BX1121
 BX1121.The dynamic height is computed by dividing the NAVD 88
 BX1121.geopotential number by the normal gravity value computed on the
 BX1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1121.degrees latitude (g = 980.6199 gals.).
 BX1121
 BX1121.The modeled gravity was interpolated from observed gravity values.
 BX1121
 BX1121;                    North         East    Units  Estimated Accuracy
 BX1121;SPC LA N     -    67,850.      999,360.      MT  (+/- 180 meters Scaled)
 BX1121
 BX1121                          SUPERSEDED SURVEY CONTROL
 BX1121
 BX1121  NAVD 88 (06/15/91)   41.789  (m)          137.10   (f) UNKNOWN     1 1
 BX1121  NGVD 29 (??/??/??)   41.776  (m)          137.06   (f) ADJUSTED    1 1
 BX1121
 BX1121.Superseded values are not recommended for survey control.
 BX1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1121.See file dsdata.txt to determine how the superseded data were derived.
 BX1121
 BX1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ470421(NAD 83)
 BX1121_MARKER: DB = BENCH MARK DISK
 BX1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1121_SP_SET: CULVERT
 BX1121_STAMPING: L 15 1934
 BX1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1121
 BX1121  HISTORY     - Date     Condition        Report By
 BX1121  HISTORY     - 1934     MONUMENTED       CGS
 BX1121  HISTORY     - 1970     GOOD             NGS
 BX1121  HISTORY     - 19990424 GOOD             USPSQD
 BX1121
 BX1121                          STATION DESCRIPTION
 BX1121
 BX1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1121'2.5 MI S FROM WOODWORTH.
 BX1121'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX1121'WOODWORTH, THENCE 2.35 MILES SOUTH ALONG THE MISSOURI PACIFIC
 BX1121'RAILROAD, 4 1/3 POLES SOUTH OF MILEPOST 613, 26 FEET EAST OF THE EAST
 BX1121'RAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF
 BX1121'A CONCRETE BOX CULVERT UNDER THE TRACK, AND ABOUT 14 FEET BELOW THE
 BX1121'LEVEL OF THE TRACK. SEC 30, T 2N, R 1W
 BX1121
 BX1121                          STATION RECOVERY (1999)
 BX1121
 BX1121'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1090 ***********************************************************************
 BK1090  DESIGNATION -  L 16
 BK1090  PID         -  BK1090
 BK1090  STATE/COUNTY-  LA/ALLEN
 BK1090  USGS QUAD   -  GUY (1993)
 BK1090
 BK1090                         *CURRENT SURVEY CONTROL
 BK1090  ___________________________________________________________________
 BK1090* NAD 83(1986)-  30 39 48.     (N)    092 44 27.     (W)     SCALED    
 BK1090* NAVD 88     -        26.700  (meters)      87.60   (feet)  ADJUSTED  
 BK1090  ___________________________________________________________________
 BK1090  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK1090  DYNAMIC HT  -          26.666 (meters)      87.49  (feet)  COMP
 BK1090  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BK1090
 BK1090  VERT ORDER  -  FIRST     CLASS I
 BK1090
 BK1090.The horizontal coordinates were scaled from a topographic map and have
 BK1090.an estimated accuracy of +/- 6 seconds.
 BK1090
 BK1090.The orthometric height was determined by differential leveling
 BK1090.and adjusted by the National Geodetic Survey in February 1994..
 BK1090
 BK1090.The geoid height was determined by GEOID03.
 BK1090
 BK1090.The dynamic height is computed by dividing the NAVD 88
 BK1090.geopotential number by the normal gravity value computed on the
 BK1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1090.degrees latitude (g = 980.6199 gals.).
 BK1090
 BK1090.The modeled gravity was interpolated from observed gravity values.
 BK1090
 BK1090;                    North         East    Units  Estimated Accuracy
 BK1090;SPC LA S     -   240,630.      865,110.      MT  (+/- 180 meters Scaled)
 BK1090
 BK1090                          SUPERSEDED SURVEY CONTROL
 BK1090
 BK1090  NAVD 88 (06/15/91)   26.689  (m)           87.56   (f) UNKNOWN     1 1
 BK1090  NGVD 29 (??/??/??)   26.672  (m)           87.51   (f) ADJUSTED    1 1
 BK1090
 BK1090.Superseded values are not recommended for survey control.
 BK1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1090.See file dsdata.txt to determine how the superseded data were derived.
 BK1090
 BK1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP248923(NAD 83)
 BK1090_MARKER: DB = BENCH MARK DISK
 BK1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1090_SP_SET: CULVERT
 BK1090_STAMPING: L 16 1934
 BK1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1090
 BK1090  HISTORY     - Date     Condition        Report By
 BK1090  HISTORY     - 1934     MONUMENTED       CGS
 BK1090  HISTORY     - 1970     GOOD             NGS
 BK1090
 BK1090                          STATION DESCRIPTION
 BK1090
 BK1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1090'3.3 MI NE FROM OBERLIN.
 BK1090'ABOUT 3.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1090'STATION AT OBERLIN, 7 POLES SOUTHWEST OF MILEPOST 647, 10 FEET
 BK1090'NORTHWEST OF THE NORTHWEST RAIL, 4 POLES SOUTH OF A CROSSING OF THE
 BK1090'RAILROAD AND A ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 BK1090'NORTHWEST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 450 FEET EAST
 BK1090'AND ACROSS U.S. HIGHWAY 165 FROM A BRICK HOUSE, AND ABOUT 2 1/2 FEET
 BK1090'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1729 ***********************************************************************
 BK1729  DESIGNATION -  L 161
 BK1729  PID         -  BK1729
 BK1729  STATE/COUNTY-  LA/CALCASIEU
 BK1729  USGS QUAD   -  ECHO (1994)
 BK1729
 BK1729                         *CURRENT SURVEY CONTROL
 BK1729  ___________________________________________________________________
 BK1729* NAD 83(1986)-  30 08 54.     (N)    093 40 06.     (W)     SCALED    
 BK1729* NAVD 88     -         3.285  (meters)      10.78   (feet)  ADJUSTED  
 BK1729  ___________________________________________________________________
 BK1729  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1729  DYNAMIC HT  -           3.280 (meters)      10.76  (feet)  COMP
 BK1729  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 BK1729
 BK1729  VERT ORDER  -  FIRST     CLASS I
 BK1729
 BK1729.The horizontal coordinates were scaled from a topographic map and have
 BK1729.an estimated accuracy of +/- 6 seconds.
 BK1729
 BK1729.The orthometric height was determined by differential leveling
 BK1729.and adjusted by the National Geodetic Survey in June 1991..
 BK1729
 BK1729.The geoid height was determined by GEOID03.
 BK1729
 BK1729.The dynamic height is computed by dividing the NAVD 88
 BK1729.geopotential number by the normal gravity value computed on the
 BK1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1729.degrees latitude (g = 980.6199 gals.).
 BK1729
 BK1729.The modeled gravity was interpolated from observed gravity values.
 BK1729
 BK1729;                    North         East    Units  Estimated Accuracy
 BK1729;SPC LA S     -   185,000.      775,070.      MT  (+/- 180 meters Scaled)
 BK1729
 BK1729                          SUPERSEDED SURVEY CONTROL
 BK1729
 BK1729  NGVD 29 (??/??/??)    3.244  (m)           10.64   (f) ADJUSTED    1 1
 BK1729
 BK1729.Superseded values are not recommended for survey control.
 BK1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1729.See file dsdata.txt to determine how the superseded data were derived.
 BK1729
 BK1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP356354(NAD 83)
 BK1729_MARKER: DB = BENCH MARK DISK
 BK1729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK1729_SP_SET: PIER
 BK1729_STAMPING: L 161 1955
 BK1729_MARK LOGO: CGS   
 BK1729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1729
 BK1729  HISTORY     - Date     Condition        Report By
 BK1729  HISTORY     - 1955     MONUMENTED       CGS
 BK1729  HISTORY     - 1972     GOOD             NGS
 BK1729  HISTORY     - 1981     GOOD             NGS
 BK1729  HISTORY     - 1986     GOOD             NGS
 BK1729  HISTORY     - 19981024 GOOD             USPSQD
 BK1729  HISTORY     - 20041009 GOOD             USPSQD
 BK1729
 BK1729                          STATION DESCRIPTION
 BK1729
 BK1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1729'5.9 MI SW FROM VINTON.
 BK1729'ABOUT 5.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1729'MUNICIPAL BUILDING AT VINTON, 0.6 MILE SOUTHWEST OF MILEPOST 247, .8
 BK1729'FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE
 BK1729'MOST ASTERLY ONE OF TWO CONCRETE PIERS WHICH IS IN THE MIDDLE OF THE
 BK1729'TRESTLE 247.6, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS. SEC 35,
 BK1729'T 10 S, R 13 W.
 BK1729
 BK1729                          STATION RECOVERY (1981)
 BK1729
 BK1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1729'RECOVERED IN GOOD CONDITION.
 BK1729
 BK1729                          STATION RECOVERY (1986)
 BK1729
 BK1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1729'RECOVERED IN GOOD CONDITION.
 BK1729
 BK1729                          STATION RECOVERY (1998)
 BK1729
 BK1729'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1729'RECOVERED IN GOOD CONDITION.
 BK1729
 BK1729                          STATION RECOVERY (2004)
 BK1729
 BK1729'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1922 ***********************************************************************
 CQ1922  DESIGNATION -  L 177
 CQ1922  PID         -  CQ1922
 CQ1922  STATE/COUNTY-  LA/BOSSIER
 CQ1922  USGS QUAD   -  DIXIE (1982)
 CQ1922
 CQ1922                         *CURRENT SURVEY CONTROL
 CQ1922  ___________________________________________________________________
 CQ1922* NAD 83(1986)-  32 44 10.     (N)    093 46 51.     (W)     SCALED    
 CQ1922* NAVD 88     -        68.990  (meters)     226.34   (feet)  ADJUSTED  
 CQ1922  ___________________________________________________________________
 CQ1922  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ1922  DYNAMIC HT  -          68.914 (meters)     226.10  (feet)  COMP
 CQ1922  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 CQ1922
 CQ1922  VERT ORDER  -  FIRST     CLASS II
 CQ1922
 CQ1922.The horizontal coordinates were scaled from a topographic map and have
 CQ1922.an estimated accuracy of +/- 6 seconds.
 CQ1922
 CQ1922.The orthometric height was determined by differential leveling
 CQ1922.and adjusted by the National Geodetic Survey in June 1991..
 CQ1922
 CQ1922.The geoid height was determined by GEOID03.
 CQ1922
 CQ1922.The dynamic height is computed by dividing the NAVD 88
 CQ1922.geopotential number by the normal gravity value computed on the
 CQ1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1922.degrees latitude (g = 980.6199 gals.).
 CQ1922
 CQ1922.The modeled gravity was interpolated from observed gravity values.
 CQ1922
 CQ1922;                    North         East    Units  Estimated Accuracy
 CQ1922;SPC LA N     -   248,650.      879,950.      MT  (+/- 180 meters Scaled)
 CQ1922
 CQ1922                          SUPERSEDED SURVEY CONTROL
 CQ1922
 CQ1922  NGVD 29 (??/??/??)   69.062  (m)          226.58   (f) ADJUSTED    1 2
 CQ1922
 CQ1922.Superseded values are not recommended for survey control.
 CQ1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1922.See file dsdata.txt to determine how the superseded data were derived.
 CQ1922
 CQ1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS268223(NAD 83)
 CQ1922_MARKER: DB = BENCH MARK DISK
 CQ1922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1922_SP_SET: PLATFORM
 CQ1922_STAMPING: L 177 1960
 CQ1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1922
 CQ1922  HISTORY     - Date     Condition        Report By
 CQ1922  HISTORY     - 1961     MONUMENTED       CGS
 CQ1922  HISTORY     - 1969     GOOD             LADH
 CQ1922  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1922  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1922
 CQ1922                          STATION DESCRIPTION
 CQ1922
 CQ1922'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1922'4.1 MI NW FROM BENTON.
 CQ1922'3.55 MILES NORTHWEST ALONG AN OILED ROAD FROM ST. LOUIS SOUTHWESTERN
 CQ1922'RAILROAD AT BENTON, THENCE 0.55 MILE WEST ALONG A DIRT ROAD, AT A BARN
 CQ1922'AND STOCK PEN ON MR. J. P. JONES FARM, SET IN THE TOP OF THE NORTH
 CQ1922'EDGE OF THE CONCRETE PLATFORM OF A LOADING CHUTE, 177 FEET SOUTH OF
 CQ1922'THE CENTER LINE OF ROAD, 73 FEET SOUTHWEST OF SOUTH-WEST CORNER OF A
 CQ1922'BARN, ABOUT 3 FEET ABOVE THE GROUND, AND 6 FEET NORTH OF THE SOUTHWEST
 CQ1922'CORNER OF THE STOCK PEN.
 CQ1922
 CQ1922                          STATION RECOVERY (1987)
 CQ1922
 CQ1922'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1922'MARK NOT FOUND.
 CQ1922
 CQ1922                          STATION RECOVERY (2002)
 CQ1922
 CQ1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1922'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1746 ***********************************************************************
 BJ1746  DESIGNATION -  L 179
 BJ1746  PID         -  BJ1746
 BJ1746  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1746  USGS QUAD   -  AMITE (1974)
 BJ1746
 BJ1746                         *CURRENT SURVEY CONTROL
 BJ1746  ___________________________________________________________________
 BJ1746* NAD 83(1986)-  30 39 46.     (N)    090 30 27.     (W)     SCALED    
 BJ1746* NAVD 88     -        28.424  (meters)      93.25   (feet)  ADJUSTED  
 BJ1746  ___________________________________________________________________
 BJ1746  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ1746  DYNAMIC HT  -          28.388 (meters)      93.14  (feet)  COMP
 BJ1746  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ1746
 BJ1746  VERT ORDER  -  FIRST     CLASS I
 BJ1746
 BJ1746.The horizontal coordinates were scaled from a topographic map and have
 BJ1746.an estimated accuracy of +/- 6 seconds.
 BJ1746
 BJ1746.The orthometric height was determined by differential leveling
 BJ1746.and adjusted by the National Geodetic Survey in February 1994..
 BJ1746
 BJ1746.The geoid height was determined by GEOID03.
 BJ1746
 BJ1746.The dynamic height is computed by dividing the NAVD 88
 BJ1746.geopotential number by the normal gravity value computed on the
 BJ1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1746.degrees latitude (g = 980.6199 gals.).
 BJ1746
 BJ1746.The modeled gravity was interpolated from observed gravity values.
 BJ1746
 BJ1746;                    North         East    Units  Estimated Accuracy
 BJ1746;SPC LA S     -   240,020.    1,079,150.      MT  (+/- 180 meters Scaled)
 BJ1746
 BJ1746                          SUPERSEDED SURVEY CONTROL
 BJ1746
 BJ1746  NAVD 88 (06/15/91)   28.457  (m)           93.36   (f) UNKNOWN     1 1
 BJ1746  NGVD 29 (??/??/??)   28.439  (m)           93.30   (f) ADJUSTED    1 1
 BJ1746
 BJ1746.Superseded values are not recommended for survey control.
 BJ1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1746.See file dsdata.txt to determine how the superseded data were derived.
 BJ1746
 BJ1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP388948(NAD 83)
 BJ1746_MARKER: DB = BENCH MARK DISK
 BJ1746_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1746_SP_SET: HEADWALL
 BJ1746_STAMPING: L 179 1959
 BJ1746_MARK LOGO: CGS   
 BJ1746_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1746+STABILITY: SURFACE MOTION
 BJ1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1746+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1746
 BJ1746  HISTORY     - Date     Condition        Report By
 BJ1746  HISTORY     - 1959     MONUMENTED       CGS
 BJ1746  HISTORY     - 1969     GOOD             CGS
 BJ1746  HISTORY     - 19920611 GOOD             NGS
 BJ1746
 BJ1746                          STATION DESCRIPTION
 BJ1746
 BJ1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1746'2.0 MI N FROM INDEPENDENCE.
 BJ1746'ABOUT 2.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1746'STATION AT INDEPENDENCE, ALONG U. S. HIGHWAY 51, SET ON THE TOP OF THE
 BJ1746'SOUTH END OF THE EAST CONCRETE HEAD WALL FOR A 2-FOOT BOX CULVERT
 BJ1746'UNDER U. S. HIGHWAY 51, 352 FEET NORTH OF MILEPOST 848, 45 FEET WEST
 BJ1746'OF THE WEST RAIL, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.3
 BJ1746'FEET NORTH OF THE SOUTH END OF THE HEAD WALL, ABOUT LEVEL WITH THE
 BJ1746'HIGHWAY AND 3 FEET BELOW THE LEVEL OF THE TRACK.  SEC 33, T 4S, R 7E.
 BJ1746
 BJ1746                          STATION RECOVERY (1992)
 BJ1746
 BJ1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1746'0.2 KM (0.10 MI) WESTERLY ALONG MULBERRY STREET FROM THE POST OFFICE
 BJ1746'IN AMITE, THENCE 7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 51, IN
 BJ1746'TOP OF AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 BJ1746'HEADWALL OF A BOX CULVERT, AND 5.7 M (18.7 FT) EAST OF AND LEVEL WITH
 BJ1746'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0780 ***********************************************************************
 BJ0780  DESIGNATION -  L 18 RESET 1976
 BJ0780  PID         -  BJ0780
 BJ0780  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0780  USGS QUAD   -  LOBDELL (1992)
 BJ0780
 BJ0780                         *CURRENT SURVEY CONTROL
 BJ0780  ___________________________________________________________________
 BJ0780* NAD 83(1986)-  30 27 11.     (N)    091 19 00.     (W)     SCALED    
 BJ0780* NAVD 88     -         5.017  (meters)      16.46   (feet)  ADJUSTED  
 BJ0780  ___________________________________________________________________
 BJ0780  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0780  DYNAMIC HT  -           5.011 (meters)      16.44  (feet)  COMP
 BJ0780  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BJ0780
 BJ0780  VERT ORDER  -  FIRST     CLASS I
 BJ0780
 BJ0780.The horizontal coordinates were scaled from a topographic map and have
 BJ0780.an estimated accuracy of +/- 6 seconds.
 BJ0780
 BJ0780.The orthometric height was determined by differential leveling
 BJ0780.and adjusted by the National Geodetic Survey in February 1994..
 BJ0780
 BJ0780.The geoid height was determined by GEOID03.
 BJ0780
 BJ0780.The dynamic height is computed by dividing the NAVD 88
 BJ0780.geopotential number by the normal gravity value computed on the
 BJ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0780.degrees latitude (g = 980.6199 gals.).
 BJ0780
 BJ0780.The modeled gravity was interpolated from observed gravity values.
 BJ0780
 BJ0780;                    North         East    Units  Estimated Accuracy
 BJ0780;SPC LA S     -   216,490.    1,001,600.      MT  (+/- 180 meters Scaled)
 BJ0780
 BJ0780                          SUPERSEDED SURVEY CONTROL
 BJ0780
 BJ0780  NGVD 29 (??/??/??)    5.014  (m)           16.45   (f) ADJUSTED    1 1
 BJ0780
 BJ0780.Superseded values are not recommended for survey control.
 BJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0780.See file dsdata.txt to determine how the superseded data were derived.
 BJ0780
 BJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP616701(NAD 83)
 BJ0780_MARKER: DB = BENCH MARK DISK
 BJ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0780_SP_SET: CONCRETE POST
 BJ0780_STAMPING: L 18 RESET 1976
 BJ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0780+STABILITY: SURFACE MOTION
 BJ0780
 BJ0780  HISTORY     - Date     Condition        Report By
 BJ0780  HISTORY     - 1976     MONUMENTED       NGS
 BJ0780
 BJ0780                          STATION DESCRIPTION
 BJ0780
 BJ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0780'7.2 MI WEST FROM PORT ALLEN.
 BJ0780'3.9 MILES WEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE AT PORT
 BJ0780'ALLEN, THENCE 1.0 MILE WEST ALONG AN ASPHALT ROAD, THENCE 0.4 MILE
 BJ0780'WEST ALONG A PRIVATE ROAD AND A FENCE TO AN OLD ABANDONED RAILROAD
 BJ0780'GRADE, THENCE 1.8 MILES ALONG THE OLD RAILROAD GRADE, 0.15 MILE WEST
 BJ0780'OF A GRAVELLED ROAD CROSSING THE GRADE, 0.2 MILES WEST OF A PUBLIC
 BJ0780'POWER SUB STATION, 14 FEET SOUTH OF THE CENTER LINE OF THE GRADE, 7.5
 BJ0780'FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1310 ***********************************************************************
 CQ1310  DESIGNATION -  L 180
 CQ1310  PID         -  CQ1310
 CQ1310  STATE/COUNTY-  LA/CLAIBORNE
 CQ1310  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ1310
 CQ1310                         *CURRENT SURVEY CONTROL
 CQ1310  ___________________________________________________________________
 CQ1310* NAD 83(1986)-  32 59 15.     (N)    093 08 53.     (W)     SCALED    
 CQ1310* NAVD 88     -       102.771  (meters)     337.17   (feet)  ADJUSTED  
 CQ1310  ___________________________________________________________________
 CQ1310  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1310  DYNAMIC HT  -         102.659 (meters)     336.81  (feet)  COMP
 CQ1310  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 CQ1310
 CQ1310  VERT ORDER  -  SECOND    CLASS 0
 CQ1310
 CQ1310.The horizontal coordinates were scaled from a topographic map and have
 CQ1310.an estimated accuracy of +/- 6 seconds.
 CQ1310
 CQ1310.The orthometric height was determined by differential leveling
 CQ1310.and adjusted by the National Geodetic Survey in June 1991..
 CQ1310
 CQ1310.The geoid height was determined by GEOID03.
 CQ1310
 CQ1310.The dynamic height is computed by dividing the NAVD 88
 CQ1310.geopotential number by the normal gravity value computed on the
 CQ1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1310.degrees latitude (g = 980.6199 gals.).
 CQ1310
 CQ1310.The modeled gravity was interpolated from observed gravity values.
 CQ1310
 CQ1310;                    North         East    Units  Estimated Accuracy
 CQ1310;SPC LA N     -   276,000.      939,420.      MT  (+/- 180 meters Scaled)
 CQ1310
 CQ1310                          SUPERSEDED SURVEY CONTROL
 CQ1310
 CQ1310  NGVD 29 (??/??/??)  102.830  (m)          337.37   (f) ADJUSTED    2 0
 CQ1310
 CQ1310.Superseded values are not recommended for survey control.
 CQ1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1310.See file dsdata.txt to determine how the superseded data were derived.
 CQ1310
 CQ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS861499(NAD 83)
 CQ1310_MARKER: DB = BENCH MARK DISK
 CQ1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1310_STAMPING: L 180 1960
 CQ1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1310+STABILITY: SURFACE MOTION
 CQ1310
 CQ1310  HISTORY     - Date     Condition        Report By
 CQ1310  HISTORY     - 1960     MONUMENTED       CGS
 CQ1310  HISTORY     - 19940206 MARK NOT FOUND   USPSQD
 CQ1310
 CQ1310                          STATION DESCRIPTION
 CQ1310
 CQ1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1310'1.9 MI N FROM HAYNESVILLE.
 CQ1310'ABOUT 1.9 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1310'THE STATION AT HAYNESVILLE, IN SECTION 13, T 23 N, R 8 W, 0.15 MILE
 CQ1310'SOUTH OF MILEPOST 27, 48 FEET WEST OF THE WEST RAIL, 80 FEET NORTH OF
 CQ1310'THE CENTER LINE OF A DIRT ROAD, 93 FEET NORTHWEST OF THE CENTER OF A
 CQ1310'ROAD CROSSING, 27 FEET EAST OF A 14-INCH PINE TREE, BETWEEN TWO CHINA
 CQ1310'BERRY TREES, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 CQ1310'ABOVE THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 CQ1310'INCHES.
 CQ1310
 CQ1310                          STATION RECOVERY (1994)
 CQ1310
 CQ1310'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1125 ***********************************************************************
 BX1125  DESIGNATION -  L 181
 BX1125  PID         -  BX1125
 BX1125  STATE/COUNTY-  LA/RAPIDES
 BX1125  USGS QUAD   -  FOREST HILL (1993)
 BX1125
 BX1125                         *CURRENT SURVEY CONTROL
 BX1125  ___________________________________________________________________
 BX1125* NAD 83(1986)-  31 04 23.     (N)    092 31 18.     (W)     SCALED    
 BX1125* NAVD 88     -        56.825  (meters)     186.43   (feet)  ADJUSTED  
 BX1125  ___________________________________________________________________
 BX1125  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BX1125  DYNAMIC HT  -          56.754 (meters)     186.20  (feet)  COMP
 BX1125  MODELED GRAV-     979,385.5   (mgal)                       NAVD 88
 BX1125
 BX1125  VERT ORDER  -  FIRST     CLASS I
 BX1125
 BX1125.The horizontal coordinates were scaled from a topographic map and have
 BX1125.an estimated accuracy of +/- 6 seconds.
 BX1125
 BX1125.The orthometric height was determined by differential leveling
 BX1125.and adjusted by the National Geodetic Survey in February 1994..
 BX1125
 BX1125.The geoid height was determined by GEOID03.
 BX1125
 BX1125.The dynamic height is computed by dividing the NAVD 88
 BX1125.geopotential number by the normal gravity value computed on the
 BX1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1125.degrees latitude (g = 980.6199 gals.).
 BX1125
 BX1125.The modeled gravity was interpolated from observed gravity values.
 BX1125
 BX1125;                    North         East    Units  Estimated Accuracy
 BX1125;SPC LA N     -    63,540.      997,930.      MT  (+/- 180 meters Scaled)
 BX1125
 BX1125                          SUPERSEDED SURVEY CONTROL
 BX1125
 BX1125  NAVD 88 (06/15/91)   56.821  (m)          186.42   (f) UNKNOWN     1 1
 BX1125  NGVD 29 (??/??/??)   56.806  (m)          186.37   (f) ADJUSTED    1 1
 BX1125
 BX1125.Superseded values are not recommended for survey control.
 BX1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1125.See file dsdata.txt to determine how the superseded data were derived.
 BX1125
 BX1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ456377(NAD 83)
 BX1125_MARKER: DB = BENCH MARK DISK
 BX1125_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1125_SP_SET: 116 FT
 BX1125_STAMPING: L 181 1961
 BX1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1125
 BX1125  HISTORY     - Date     Condition        Report By
 BX1125  HISTORY     - 1961     MONUMENTED       CGS
 BX1125  HISTORY     - 1970     GOOD             NGS
 BX1125  HISTORY     - 19990424 GOOD             USPSQD
 BX1125
 BX1125                          STATION DESCRIPTION
 BX1125
 BX1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1125'2.2 MI N FROM FOREST HILL.
 BX1125'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1125'POST OFFICE AT FOREST HILL, 227 FEET WEST OF THE WEST RAIL, 146 FEET
 BX1125'SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE PILLAR AT THE OLD
 BX1125'ENTRANCE TO CAMP CLAIBORNE, 109 FEET WEST OF THE CENTER LINE OF U.S.
 BX1125'HIGHWAY 165, 50 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 112, 58
 BX1125'FEET WEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 0.6 FOOT
 BX1125'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS, AND ON
 BX1125'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 BX1125'116 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES ABOVE
 BX1125'THE SURFACE OF THE GROUND.
 BX1125
 BX1125                          STATION RECOVERY (1999)
 BX1125
 BX1125'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1188 ***********************************************************************
 BX1188  DESIGNATION -  L 182
 BX1188  PID         -  BX1188
 BX1188  STATE/COUNTY-  LA/VERNON
 BX1188  USGS QUAD   -  LACAMP (1978)
 BX1188
 BX1188                         *CURRENT SURVEY CONTROL
 BX1188  ___________________________________________________________________
 BX1188* NAD 83(1986)-  31 10 35.     (N)    092 57 24.     (W)     SCALED    
 BX1188* NAVD 88     -        85.98   (+/-2cm)     282.1    (feet)  VERTCON   
 BX1188  ___________________________________________________________________
 BX1188  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX1188
 BX1188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1188
 BX1188.The horizontal coordinates were scaled from a topographic map and have
 BX1188.an estimated accuracy of +/- 6 seconds.
 BX1188
 BX1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1188.The vertical order pertains to the NGVD 29 superseded value.
 BX1188
 BX1188.The geoid height was determined by GEOID03.
 BX1188
 BX1188;                    North         East    Units  Estimated Accuracy
 BX1188;SPC LA N     -    75,090.      956,470.      MT  (+/- 180 meters Scaled)
 BX1188
 BX1188                          SUPERSEDED SURVEY CONTROL
 BX1188
 BX1188  NGVD 29 (??/??/??)   86.019  (m)          282.21   (f) ADJUSTED    2 0
 BX1188
 BX1188.Superseded values are not recommended for survey control.
 BX1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1188.See file dsdata.txt to determine how the superseded data were derived.
 BX1188
 BX1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ041491(NAD 83)
 BX1188_MARKER: DB = BENCH MARK DISK
 BX1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1188_STAMPING: L 182 1961
 BX1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1188+STABILITY: SURFACE MOTION
 BX1188
 BX1188  HISTORY     - Date     Condition        Report By
 BX1188  HISTORY     - 1961     MONUMENTED       CGS
 BX1188  HISTORY     - 19940611 GOOD             USPSQD
 BX1188  HISTORY     - 20010331 GOOD             NGS
 BX1188
 BX1188                          STATION DESCRIPTION
 BX1188
 BX1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1188'10.5 MI E FROM SLAGLE.
 BX1188'ABOUT 0.55 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX1188'AND STORE AT SLAGLE, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 1214,
 BX1188'THENCE 6.05 MILES EAST ALONG STATE HIGHWAY 28, IN SECTION 2, T 2 N, R
 BX1188'6 W, 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 84 FEET WEST OF
 BX1188'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 95 FEET SOUTHWEST
 BX1188'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE PRIVATE DRIVEWAY,
 BX1188'15 FEET EAST OF A LONE 15-INCH OAK TREE, 1.8 FEET SOUTH OF A METAL
 BX1188'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 BX1188'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX1188
 BX1188                          STATION RECOVERY (1994)
 BX1188
 BX1188'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1188'RECOVERED IN GOOD CONDITION.
 BX1188
 BX1188                          STATION RECOVERY (2001)
 BX1188
 BX1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1188'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1201 ***********************************************************************
 BX1201  DESIGNATION -  L 183
 BX1201  PID         -  BX1201
 BX1201  STATE/COUNTY-  LA/VERNON
 BX1201  USGS QUAD   -  FULLERTON LAKE (1978)
 BX1201
 BX1201                         *CURRENT SURVEY CONTROL
 BX1201  ___________________________________________________________________
 BX1201* NAD 83(1986)-  31 00 45.     (N)    092 54 18.     (W)     SCALED    
 BX1201* NAVD 88     -        63.52   (+/-2cm)     208.4    (feet)  VERTCON   
 BX1201  ___________________________________________________________________
 BX1201  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BX1201
 BX1201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1201
 BX1201.The horizontal coordinates were scaled from a topographic map and have
 BX1201.an estimated accuracy of +/- 6 seconds.
 BX1201
 BX1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1201.The vertical order pertains to the NGVD 29 superseded value.
 BX1201
 BX1201.The geoid height was determined by GEOID03.
 BX1201
 BX1201;                    North         East    Units  Estimated Accuracy
 BX1201;SPC LA N     -    56,900.      961,320.      MT  (+/- 180 meters Scaled)
 BX1201
 BX1201                          SUPERSEDED SURVEY CONTROL
 BX1201
 BX1201  NGVD 29 (??/??/??)   63.560  (m)          208.53   (f) ADJUSTED    2 0
 BX1201
 BX1201.Superseded values are not recommended for survey control.
 BX1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1201.See file dsdata.txt to determine how the superseded data were derived.
 BX1201
 BX1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ090309(NAD 83)
 BX1201_MARKER: DB = BENCH MARK DISK
 BX1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1201_STAMPING: L 183 1961
 BX1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1201+STABILITY: SURFACE MOTION
 BX1201
 BX1201  HISTORY     - Date     Condition        Report By
 BX1201  HISTORY     - 1961     MONUMENTED       CGS
 BX1201  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1201  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1201
 BX1201                          STATION DESCRIPTION
 BX1201
 BX1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1201'5.75 MI NE FROM PITKIN.
 BX1201'ABOUT 5.75 MILES NORTHEAST ALONG STATE HIGHWAY 463 FROM THE GULF,
 BX1201'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, IN SECTION 32, T 1
 BX1201'N, R 5 W, 95 YARDS SOUTH OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED
 BX1201'ROAD LEADING NORTHWEST, 99 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BX1201'HIGHWAY, 32 FEET SOUTHWEST OF THE CENTER LINE OF A WOODS ROAD, 10 1/2
 BX1201'FEET SOUTHEAST OF A 10-INCH OAK TREE, 1.9 FEET SOUTHEAST OF A METAL
 BX1201'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX1201'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX1201
 BX1201                          STATION RECOVERY (1994)
 BX1201
 BX1201'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1201'MARK NOT FOUND.
 BX1201
 BX1201                          STATION RECOVERY (2001)
 BX1201
 BX1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1201'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1824 ***********************************************************************
 AU1824  DESIGNATION -  L 187
 AU1824  PID         -  AU1824
 AU1824  STATE/COUNTY-  LA/ST MARY
 AU1824  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU1824
 AU1824                         *CURRENT SURVEY CONTROL
 AU1824  ___________________________________________________________________
 AU1824* NAD 83(1986)-  29 31 30.     (N)    091 32 41.     (W)     SCALED    
 AU1824* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AU1824  ___________________________________________________________________
 AU1824  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AU1824
 AU1824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AU1824
 AU1824.The horizontal coordinates were scaled from a topographic map and have
 AU1824.an estimated accuracy of +/- 6 seconds.
 AU1824
 AU1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1824.The vertical order pertains to the NGVD 29 superseded value.
 AU1824
 AU1824.The geoid height was determined by GEOID03.
 AU1824
 AU1824;                    North         East    Units  Estimated Accuracy
 AU1824;SPC LA S     -   113,640.      979,510.      MT  (+/- 180 meters Scaled)
 AU1824
 AU1824                          SUPERSEDED SURVEY CONTROL
 AU1824
 AU1824  NGVD 29 (??/??/??)    0.969  (m)            3.18   (f) ADJUSTED    2 0
 AU1824
 AU1824.Superseded values are not recommended for survey control.
 AU1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1824.See file dsdata.txt to determine how the superseded data were derived.
 AU1824
 AU1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN410670(NAD 83)
 AU1824_MARKER: DB = BENCH MARK DISK
 AU1824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1824_SP_SET: 24 FT
 AU1824_STAMPING: L 187 1961
 AU1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1824
 AU1824  HISTORY     - Date     Condition        Report By
 AU1824  HISTORY     - 1961     MONUMENTED       CGS
 AU1824
 AU1824                          STATION DESCRIPTION
 AU1824
 AU1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AU1824'20.35 MI SW FROM BAYOU SALE.
 AU1824'LOCATED ABOUT 17.35 MILES SOUTHWEST ALONG STATE HIGHWAY 317 FROM THE
 AU1824'TEXAS AND NEW ORLEANS RAILROAD STATION AT BAYOU SALE TO THE END OF
 AU1824'ROAD AT TEXACO FIELD OFFICE.  THENCE 3.0 MILES BY BOAT FROM THE TEXACO
 AU1824'FIELD OFFICE ON THE EAST SIDE OF BAYOU SALE BAY.  THE MARK IS LOCATED
 AU1824'IN MARSH GRASS.  IT IS 93.0 FEET SOUTHEAST OF THE BANK OF BAYOU SALE
 AU1824'BAY, 83.0 FEET SOUTHEAST OF A METAL WITNESS POST WHICH IS 10 FEET
 AU1824'INSHORE AND 5.0 FEET WEST-NORTHWEST OF A METAL WITNESS POST. A
 AU1824'STANDARD DISK, CLAMPED TO A 5/8-INCH COPPER ROD (DRIVEN 24 FEET)
 AU1824'ENCASED IN A 6-INCH ORANGEBURG PIPE FILLED WITH CONCRETE.  THE MARK
 AU1824'PROJECTS 1.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1085 ***********************************************************************
 BJ1085  DESIGNATION -  L 192
 BJ1085  PID         -  BJ1085
 BJ1085  STATE/COUNTY-  LA/ASCENSION
 BJ1085  USGS QUAD   -  GONZALES (1991)
 BJ1085
 BJ1085                         *CURRENT SURVEY CONTROL
 BJ1085  ___________________________________________________________________
 BJ1085* NAD 83(1992)-  30 08 57.99770(N)    090 55 20.32000(W)     ADJUSTED  
 BJ1085* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BJ1085  **This station is located in a subsidence area (see below).
 BJ1085  ___________________________________________________________________
 BJ1085  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ1085  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BJ1085  DYNAMIC HT  -           5.9   (meters)      19.    (feet)  COMP
 BJ1085  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 BJ1085
 BJ1085  HORZ ORDER  -  SECOND
 BJ1085  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1085
 BJ1085.The horizontal coordinates were established by classical geodetic methods
 BJ1085.and adjusted by the National Geodetic Survey in January 1993..
 BJ1085
 BJ1085 ** The orthometric height has not been validated since last determined
 BJ1085 ** by differential leveling and should not be used for control purposes.
 BJ1085 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1085 ** area with valid NAVD 88 orthometric heights.
 BJ1085 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1085 ** epoch indicated which incorporates improved geoid heights for the
 BJ1085 ** Southern Louisiana Subsidence area.
 BJ1085 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1085.The orthometric height was scaled from a topographic map.
 BJ1085.The vertical order pertains to the NGVD 29 superseded value.
 BJ1085
 BJ1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1085
 BJ1085.The geoid height was determined by GEOID03.
 BJ1085
 BJ1085.The dynamic height is computed by dividing the NAVD 88
 BJ1085.geopotential number by the normal gravity value computed on the
 BJ1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1085.degrees latitude (g = 980.6199 gals.).
 BJ1085
 BJ1085.The modeled gravity was interpolated from observed gravity values.
 BJ1085
 BJ1085;                    North         East     Units Scale Factor Converg.
 BJ1085;SPC LA S     -   182,902.614 1,039,595.557   MT  0.99992909   +0 12 19.9
 BJ1085;SPC LA S     -   600,072.99  3,410,739.76   sFT  0.99992909   +0 12 19.9
 BJ1085;UTM  15      - 3,337,167.934   700,109.249   MT  1.00009405   +1 02 38.0
 BJ1085
 BJ1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1085!SPC LA S     -   1.00000326  x   0.99992909  =   0.99993235
 BJ1085!UTM  15      -   1.00000326  x   1.00009405  =   1.00009731
 BJ1085
 BJ1085:                Primary Azimuth Mark                     Grid Az
 BJ1085:SPC LA S     -  3H016                                    084 36 56.6
 BJ1085:UTM  15      -  3H016                                    083 46 38.5
 BJ1085
 BJ1085|---------------------------------------------------------------------|
 BJ1085| PID    Reference Object                     Distance      Geod. Az  |
 BJ1085|                                                           dddmmss.s |
 BJ1085| BJ4502 3H016                               APPROX. 2.4 KM 0844916.5 |
 BJ1085| BJ4503 ORMET WATER TANK                    APPROX. 1.8 KM 1565038.0 |
 BJ1085|---------------------------------------------------------------------|
 BJ1085
 BJ1085                          SUPERSEDED SURVEY CONTROL
 BJ1085
 BJ1085  NAD 83(1986)-  30 08 58.01480(N)    090 55 20.32040(W) AD(       ) 2
 BJ1085  NAD 27      -  30 08 57.30133(N)    090 55 19.96737(W) AD(       ) 2
 BJ1085  NGVD 29 (??/??/??)    6.027  (m)           19.77   (f) ADJUSTED    1 1
 BJ1085
 BJ1085.Superseded values are not recommended for survey control.
 BJ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1085.See file dsdata.txt to determine how the superseded data were derived.
 BJ1085
 BJ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0010937168(NAD 83)
 BJ1085_MARKER: DB = BENCH MARK DISK
 BJ1085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1085_SP_SET: HEADWALL
 BJ1085_STAMPING: L 192 1964
 BJ1085_MARK LOGO: CGS   
 BJ1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1085+STABILITY: SURFACE MOTION
 BJ1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1085+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 BJ1085
 BJ1085  HISTORY     - Date     Condition        Report By
 BJ1085  HISTORY     - 1979     MONUMENTED       LADTD
 BJ1085  HISTORY     - 1969     GOOD             LAGS
 BJ1085  HISTORY     - 1977     GOOD             NGS
 BJ1085  HISTORY     - 1986     GOOD             NGS
 BJ1085  HISTORY     - 20050105 GOOD             AERODA
 BJ1085  HISTORY     - 20050106 GOOD             AERODA
 BJ1085
 BJ1085                          STATION DESCRIPTION
 BJ1085
 BJ1085'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ1085'THE STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAYS 22
 BJ1085'AND 44.  IT IS SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH
 BJ1085'CONCRETE HEADWALL OF A 30 INCH PIPE CULVERT UNDER STATE HIGHWAY
 BJ1085'22.  IT IS 31.5 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 BJ1085'INTERSECTION, 26.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 44,
 BJ1085'21.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 22 AND ABOUT
 BJ1085'LEVEL WITH THE HIGHWAYS.
 BJ1085'
 BJ1085'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ1085
 BJ1085                          STATION RECOVERY (1969)
 BJ1085
 BJ1085'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1969
 BJ1085'0.75 MI N FROM BURNSIDE.
 BJ1085'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 44 FROM ITS INTERSECTION
 BJ1085'WITH THE ILLINOIS CENTRAL RAILROAD AT BURNSIDE.  AT THE INTERSECTION
 BJ1085'OF STATE HIGHWAY 44 AND 22.  IT IS SET ON THE TOP OF THE EAST END OF
 BJ1085'THE SOUTH CONCRETE HEADWALL OF A 30 INCH PIPE CULVERT WITH WING WALL
 BJ1085'AND UNDER STATE HIGHWAY 22, 21.5 FEET SOUTH OF THE CENTERLINE OF STATE
 BJ1085'HIGHWAY 22, 26.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 44, 31.5
 BJ1085'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF INTERSECTION AND ABOUT
 BJ1085'LEVEL WITH THE HIGHWAY.
 BJ1085
 BJ1085                          STATION RECOVERY (1977)
 BJ1085
 BJ1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ1085'RECOVERED IN GOOD CONDITION.
 BJ1085
 BJ1085                          STATION RECOVERY (1986)
 BJ1085
 BJ1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1085'RECOVERED IN GOOD CONDITION.
 BJ1085
 BJ1085                          STATION RECOVERY (2005)
 BJ1085
 BJ1085'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ1085'RECOVERED IN GOOD CONDITION.
 BJ1085
 BJ1085                          STATION RECOVERY (2005)
 BJ1085
 BJ1085'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ1085'SITE SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1131 ***********************************************************************
 BJ1131  DESIGNATION -  L 197
 BJ1131  PID         -  BJ1131
 BJ1131  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1131  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1131
 BJ1131                         *CURRENT SURVEY CONTROL
 BJ1131  ___________________________________________________________________
 BJ1131* NAD 83(1986)-  30 21 15.     (N)    091 11 23.     (W)     SCALED    
 BJ1131* NAVD 88     -         6.37   (+/-2cm)      20.9    (feet)  VERTCON   
 BJ1131  ___________________________________________________________________
 BJ1131  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ1131
 BJ1131  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1131
 BJ1131.The horizontal coordinates were scaled from a topographic map and have
 BJ1131.an estimated accuracy of +/- 6 seconds.
 BJ1131
 BJ1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1131.The vertical order pertains to the NGVD 29 superseded value.
 BJ1131
 BJ1131.The geoid height was determined by GEOID03.
 BJ1131
 BJ1131;                    North         East    Units  Estimated Accuracy
 BJ1131;SPC LA S     -   205,530.    1,013,810.      MT  (+/- 180 meters Scaled)
 BJ1131
 BJ1131                          SUPERSEDED SURVEY CONTROL
 BJ1131
 BJ1131  NGVD 29 (??/??/??)    6.409  (m)           21.03   (f) ADJUSTED    1 2
 BJ1131
 BJ1131.Superseded values are not recommended for survey control.
 BJ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1131.See file dsdata.txt to determine how the superseded data were derived.
 BJ1131
 BJ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP739594(NAD 83)
 BJ1131_MARKER: DB = BENCH MARK DISK
 BJ1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1131_STAMPING: L 197 1964
 BJ1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1131+STABILITY: SURFACE MOTION
 BJ1131
 BJ1131  HISTORY     - Date     Condition        Report By
 BJ1131  HISTORY     - 1964     MONUMENTED       CGS
 BJ1131  HISTORY     - 1976     GOOD             NGS
 BJ1131
 BJ1131                          STATION DESCRIPTION
 BJ1131
 BJ1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1131'2.8 MI NW FROM BURTVILLE.
 BJ1131'ABOUT 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 327 (RIVER ROAD) FROM
 BJ1131'THE JUNCTION OF STATE HIGHWAY 30 AT BURTVILLE, ON THE PROPERTY OF MR.
 BJ1131'CARL VICARO, IN LINE WITH A ROW OF POWER POLES, 27 1/2 FEET NORTH OF
 BJ1131'THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A POWER LINE POLE, 62
 BJ1131'FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 66 FEET SOUTHWEST
 BJ1131'OF THE SOUTHWEST CORNER OF A FRAME HOUSE PAINTED GREEN, 1 1/2 FEET
 BJ1131'WEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 BJ1131'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 BJ1131'LEVEL OF THE GROUND.
 BJ1131
 BJ1131                          STATION RECOVERY (1976)
 BJ1131
 BJ1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1131'3.2 MILE NORTHWEST ALONG RIVER ROAD (STATE HIGHWAY 327) FROM THE
 BJ1131'JUNCTION OF STATE HIGHWAY 30 AT BURTVILLE, ALONG THE EDGE OF THE ROAD,
 BJ1131'26 FT NORTH OF THE CENTER LINE OF THE ROAD, 13.8 FT SOUTH SOUTHEAST OF
 BJ1131'A POWER POLE WITH TRANSFORMER NUMBER 76-25-T-43895, 18.6 FT EAST OF
 BJ1131'THE CENTER LINE OF A GRAVEL DRIVEWAY, 14.7 FT SOUTH OF A FENCE LINE,
 BJ1131'52 FT WEST OF THE CENTER LINE OF A GRAVEL DRIVEWAY LEADING TO A GREEN
 BJ1131'HOUSE, 61 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH ON THE
 BJ1131'HOUSE. LEVEL UNIT COULD NOT FIND MARK, NOT LEVELLED TO IN 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1003 ***********************************************************************
 BJ1003  DESIGNATION -  L 197 RESET
 BJ1003  PID         -  BJ1003
 BJ1003  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1003  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1003
 BJ1003                         *CURRENT SURVEY CONTROL
 BJ1003  ___________________________________________________________________
 BJ1003* NAD 83(1986)-  30 21 14.     (N)    091 11 19.     (W)     SCALED    
 BJ1003* NAVD 88     -         6.633  (meters)      21.76   (feet)  ADJUSTED  
 BJ1003  ___________________________________________________________________
 BJ1003  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ1003  DYNAMIC HT  -           6.624 (meters)      21.73  (feet)  COMP
 BJ1003  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 BJ1003
 BJ1003  VERT ORDER  -  FIRST     CLASS I
 BJ1003
 BJ1003.The horizontal coordinates were scaled from a topographic map and have
 BJ1003.an estimated accuracy of +/- 6 seconds.
 BJ1003
 BJ1003.The orthometric height was determined by differential leveling
 BJ1003.and adjusted by the National Geodetic Survey in February 1994..
 BJ1003
 BJ1003.The geoid height was determined by GEOID03.
 BJ1003
 BJ1003.The dynamic height is computed by dividing the NAVD 88
 BJ1003.geopotential number by the normal gravity value computed on the
 BJ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1003.degrees latitude (g = 980.6199 gals.).
 BJ1003
 BJ1003.The modeled gravity was interpolated from observed gravity values.
 BJ1003
 BJ1003;                    North         East    Units  Estimated Accuracy
 BJ1003;SPC LA S     -   205,500.    1,013,910.      MT  (+/- 180 meters Scaled)
 BJ1003
 BJ1003                          SUPERSEDED SURVEY CONTROL
 BJ1003
 BJ1003  NGVD 29 (??/??/??)    6.671  (m)           21.89   (f) ADJUSTED    1 1
 BJ1003
 BJ1003.Superseded values are not recommended for survey control.
 BJ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1003.See file dsdata.txt to determine how the superseded data were derived.
 BJ1003
 BJ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740593(NAD 83)
 BJ1003_MARKER: DB = BENCH MARK DISK
 BJ1003_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ1003+WITH SETTING: INTO GROUND
 BJ1003_SP_SET: METAL ROD WITH BASE PLATE
 BJ1003_STAMPING: L 197 1964 RESET 1976
 BJ1003_MARK LOGO: NGS   
 BJ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1003+STABILITY: SURFACE MOTION
 BJ1003
 BJ1003  HISTORY     - Date     Condition        Report By
 BJ1003  HISTORY     - 1976     MONUMENTED       NGS
 BJ1003  HISTORY     - 1986     GOOD             NGS
 BJ1003
 BJ1003                          STATION DESCRIPTION
 BJ1003
 BJ1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ1003'3.1 MI NW FROM BURTVILLE.
 BJ1003'3.1 MILES NORTHWEST ALONG RIVER ROAD (STATE HIGHWAY 327) FROM ITS
 BJ1003'JUNCTION WITH STATE HIGHWAY 30, 53 FT SOUTH OF THE CENTER LINE OF THE
 BJ1003'ROAD, 144.8 FT NORTH OF NORTH EDGE OF A CATTLE GUARD ON TOP OF LEVEE,
 BJ1003'142.8 FT NORTH OF LEVEE MILEPOST 480, 13 FT SOUTH OF A FENCE CORNER,
 BJ1003'145 FT EAST OF THE PROJECTED PLANE AND ACROSS STREET FROM THE EAST
 BJ1003'WALL OF A HOUSE WITH TWO CHIMNEYS, 1.5 FT WEST OF A FENCE LINE, 297 FT
 BJ1003'EAST OF THE CENTER LINE OF A METAL GATE.
 BJ1003
 BJ1003                          STATION RECOVERY (1986)
 BJ1003
 BJ1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0727 ***********************************************************************
 BJ0727  DESIGNATION -  L 204
 BJ0727  PID         -  BJ0727
 BJ0727  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0727  USGS QUAD   -  WALLS (1994)
 BJ0727
 BJ0727                         *CURRENT SURVEY CONTROL
 BJ0727  ___________________________________________________________________
 BJ0727* NAD 83(1986)-  30 30 08.     (N)    091 19 06.     (W)     SCALED    
 BJ0727* NAVD 88     -         7.066  (meters)      23.18   (feet)  READJUSTED
 BJ0727  ___________________________________________________________________
 BJ0727  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0727  DYNAMIC HT  -           7.060 (meters)      23.16  (feet)  COMP
 BJ0727  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ0727
 BJ0727  VERT ORDER  -  ?
 BJ0727
 BJ0727.The horizontal coordinates were scaled from a topographic map and have
 BJ0727.an estimated accuracy of +/- 6 seconds.
 BJ0727
 BJ0727.The orthometric height was determined by differential leveling
 BJ0727.and adjusted by the National Geodetic Survey in June 1991..
 BJ0727.The height was derived from older observations constrained to new
 BJ0727.heights in a crustal motion area.  The height is approximate in
 BJ0727.relation to other heights in its vicinity.
 BJ0727
 BJ0727.The geoid height was determined by GEOID03.
 BJ0727
 BJ0727.The dynamic height is computed by dividing the NAVD 88
 BJ0727.geopotential number by the normal gravity value computed on the
 BJ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0727.degrees latitude (g = 980.6199 gals.).
 BJ0727
 BJ0727.The modeled gravity was interpolated from observed gravity values.
 BJ0727
 BJ0727;                    North         East    Units  Estimated Accuracy
 BJ0727;SPC LA S     -   221,940.    1,001,440.      MT  (+/- 180 meters Scaled)
 BJ0727
 BJ0727                          SUPERSEDED SURVEY CONTROL
 BJ0727
 BJ0727  NGVD 29 (??/??/??)    7.030  (m)           23.06   (f) ADJUSTED    1 1
 BJ0727
 BJ0727.Superseded values are not recommended for survey control.
 BJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0727.See file dsdata.txt to determine how the superseded data were derived.
 BJ0727
 BJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP613756(NAD 83)
 BJ0727_MARKER: DB = BENCH MARK DISK
 BJ0727_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0727_SP_SET: 56 FT.
 BJ0727_STAMPING: L 204 1964
 BJ0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0727
 BJ0727  HISTORY     - Date     Condition        Report By
 BJ0727  HISTORY     - 1964     MONUMENTED       CGS
 BJ0727  HISTORY     - 1976     GOOD             NGS
 BJ0727  HISTORY     - 1981     GOOD             LADTD
 BJ0727  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0727
 BJ0727                          STATION DESCRIPTION
 BJ0727
 BJ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0727'4.5 MI W FROM KAHNS.
 BJ0727'ABOUT 4.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0727'STATE HIGHWAY 415 OVERPASS AT KAHNS, 9 RAILS EAST OF A PRIVATE ROAD
 BJ0727'CROSSING, 9 RAILS WEST OF A ROAD CROSSING, 32 FEET SOUTH OF THE SOUTH
 BJ0727'RAIL, ABOUT MIDWAY BETWEEN TWO TELEPHONE POLES, 89 FEET SOUTHWEST OF A
 BJ0727'SIGNAL BATTERY BOX, 0.7 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2
 BJ0727'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 BJ0727'COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS ENCASED IN A
 BJ0727'4-INCH IRON PIPE WHICH PROJECTS 4 INCHES.  NOTE-- THIS MARK MAY ALSO
 BJ0727'BE REACHED BY GOING 5.85 MILES EAST ALONG THE MISSOURI PACIFIC
 BJ0727'RAILROAD FROM THE STATION AT ERWINVILLE.
 BJ0727
 BJ0727                          STATION RECOVERY (1976)
 BJ0727
 BJ0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0727'4.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0727'STATE HIGHWAY 415 OVERPASS, 9 RAILS NORTHWEST OF THE CROSSING OF
 BJ0727'AN ASPHALT ROAD, 32.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 181 FT.
 BJ0727'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF U.S. HIGHWAY
 BJ0727'190, 88.5 FT. WEST OF THE WEST CORNER OF A METAL RAILROAD SIGNAL
 BJ0727'CONTROL BOX, 22.5 FT. NORTH-NORTHEAST OF A POWER LINE POLE, 1 FT.
 BJ0727'NORTHWEST OF A 1.5-INCH IRON PIPE WHICH PROJECTS 5 FT. ABOVE THE
 BJ0727'GROUND, THE DISK PROJECTS 0.1 FT. ABOVE THE LEVEL OF THE GROUND
 BJ0727
 BJ0727                          STATION RECOVERY (1981)
 BJ0727
 BJ0727'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0727'RECOVERED IN GOOD CONDITION.
 BJ0727
 BJ0727                          STATION RECOVERY (1986)
 BJ0727
 BJ0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0727'ASSUMED DESTROYED AS ROD WAS FOUND LEANING WITH THE DISK KNOCKED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0015 ***********************************************************************
 BJ0015  DESIGNATION -  L 208
 BJ0015  PID         -  BJ0015
 BJ0015  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0015  USGS QUAD   -  INNIS (1994)
 BJ0015
 BJ0015                         *CURRENT SURVEY CONTROL
 BJ0015  ___________________________________________________________________
 BJ0015* NAD 83(1986)-  30 55 57.     (N)    091 39 45.     (W)     SCALED    
 BJ0015* NAVD 88     -        14.488  (meters)      47.53   (feet)  ADJUSTED  
 BJ0015  ___________________________________________________________________
 BJ0015  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0015  DYNAMIC HT  -          14.469 (meters)      47.47  (feet)  COMP
 BJ0015  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 BJ0015
 BJ0015  VERT ORDER  -  FIRST     CLASS I
 BJ0015
 BJ0015.The horizontal coordinates were scaled from a topographic map and have
 BJ0015.an estimated accuracy of +/- 6 seconds.
 BJ0015
 BJ0015.The orthometric height was determined by differential leveling
 BJ0015.and adjusted by the National Geodetic Survey in February 1994..
 BJ0015
 BJ0015.The geoid height was determined by GEOID03.
 BJ0015
 BJ0015.The dynamic height is computed by dividing the NAVD 88
 BJ0015.geopotential number by the normal gravity value computed on the
 BJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0015.degrees latitude (g = 980.6199 gals.).
 BJ0015
 BJ0015.The modeled gravity was interpolated from observed gravity values.
 BJ0015
 BJ0015;                    North         East    Units  Estimated Accuracy
 BJ0015;SPC LA S     -   269,690.      968,540.      MT  (+/- 180 meters Scaled)
 BJ0015
 BJ0015                          SUPERSEDED SURVEY CONTROL
 BJ0015
 BJ0015  NAVD 88 (06/15/91)   14.516  (m)           47.62   (f) UNKNOWN     1 1
 BJ0015  NGVD 29 (??/??/??)   14.472  (m)           47.48   (f) ADJUSTED    1 1
 BJ0015
 BJ0015.Superseded values are not recommended for survey control.
 BJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0015.See file dsdata.txt to determine how the superseded data were derived.
 BJ0015
 BJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ277228(NAD 83)
 BJ0015_MARKER: DB = BENCH MARK DISK
 BJ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0015_STAMPING: L 208 1964
 BJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0015+STABILITY: SURFACE MOTION
 BJ0015
 BJ0015  HISTORY     - Date     Condition        Report By
 BJ0015  HISTORY     - 1964     MONUMENTED       CGS
 BJ0015  HISTORY     - 1976     GOOD             NGS
 BJ0015  HISTORY     - 1980     GOOD             LADTD
 BJ0015
 BJ0015                          STATION DESCRIPTION
 BJ0015
 BJ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0015'2.6 MI N FROM WILLIAMSPORT.
 BJ0015'ABOUT 2.6 MILES NORTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS
 BJ0015'CHURCH AT WILLIAMSPORT, 30 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BJ0015'106 FEET WEST OF THE CENTER LINE OF A LEVEE, 26 FEET NORTH OF THE
 BJ0015'CENTER OF A WIRE GATE, 1 FOOT WEST OF A FENCE, 2.0 FEET SOUTH OF A
 BJ0015'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 BJ0015'A CONCRETE POST PROJECTING 6 INCHES.
 BJ0015
 BJ0015                          STATION RECOVERY (1976)
 BJ0015
 BJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0015'2.6 MILES NORTH ALONG STATE HIGHWAY 418 FROM THE ST STEPHENS CHURCH AT
 BJ0015'WILLIAMSPORT, 79 FT SOUTH OF A WIRE GATE AND CENTER LINE OF A PRIVATE
 BJ0015'ROAD LEADING NORTHEAST OVER THE LEVEE, 32 FT EAST OF THE CENTER LINE
 BJ0015'OF THE HIGHWAY,0.5 FT WEST OF A FENCE.
 BJ0015
 BJ0015                          STATION RECOVERY (1980)
 BJ0015
 BJ0015'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0108 ***********************************************************************
 AU0108  DESIGNATION -  L 209
 AU0108  PID         -  AU0108
 AU0108  STATE/COUNTY-  LA/ASSUMPTION
 AU0108  USGS QUAD   -  PIERRE PART (1980)
 AU0108
 AU0108                         *CURRENT SURVEY CONTROL
 AU0108  ___________________________________________________________________
 AU0108* NAD 83(1986)-  29 54 34.     (N)    091 12 56.     (W)     SCALED    
 AU0108* NAVD 88     -         1.98   (+/-2cm)       6.5    (feet)  VERTCON   
 AU0108  ___________________________________________________________________
 AU0108  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU0108
 AU0108  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0108
 AU0108.The horizontal coordinates were scaled from a topographic map and have
 AU0108.an estimated accuracy of +/- 6 seconds.
 AU0108
 AU0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0108.The vertical order pertains to the NGVD 29 superseded value.
 AU0108
 AU0108.The geoid height was determined by GEOID03.
 AU0108
 AU0108;                    North         East    Units  Estimated Accuracy
 AU0108;SPC LA S     -   156,240.    1,011,370.      MT  (+/- 180 meters Scaled)
 AU0108
 AU0108                          SUPERSEDED SURVEY CONTROL
 AU0108
 AU0108  NGVD 29 (??/??/??)    2.044  (m)            6.71   (f) ADJUSTED    1 2
 AU0108
 AU0108.Superseded values are not recommended for survey control.
 AU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0108.See file dsdata.txt to determine how the superseded data were derived.
 AU0108
 AU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP722100(NAD 83)
 AU0108_MARKER: DB = BENCH MARK DISK
 AU0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AU0108_SP_SET: ABUTMENT
 AU0108_STAMPING: L 209 1964
 AU0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0108
 AU0108  HISTORY     - Date     Condition        Report By
 AU0108  HISTORY     - 1964     MONUMENTED       CGS
 AU0108  HISTORY     - 1965     GOOD             CGS
 AU0108  HISTORY     - 1976     GOOD             NGS
 AU0108  HISTORY     - 1985     GOOD             LADTD
 AU0108  HISTORY     - 20060417 GOOD             NGS
 AU0108
 AU0108                          STATION DESCRIPTION
 AU0108
 AU0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0108'IN BELLE RIVER.
 AU0108'AT BELLE RIVER, SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT
 AU0108'OF THE DRAWBRIDGE OVER BELLE RIVER, 15.5 FEET WEST OF THE CENTER LINE
 AU0108'OF DRAWBRIDGE, ABOUT LEVEL WITH THE ROAD.
 AU0108
 AU0108                          STATION RECOVERY (1976)
 AU0108
 AU0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0108'AT BELLE RIVER, AT THE STATE HIGHWAY 70 DRAWBRIDGE OVER THE BELLE
 AU0108'RIVER, 15.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 AU0108'THE WEST END OF THE NORTH CONCRETE ABUTMENT, 1.0 FT EAST OF THE WEST
 AU0108'END OF THE ABUTMENT.  NOT LEVELED TO IN 1976.
 AU0108
 AU0108                          STATION RECOVERY (1985)
 AU0108
 AU0108'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 AU0108'RECOVERED IN GOOD CONDITION.
 AU0108
 AU0108                          STATION RECOVERY (2006)
 AU0108
 AU0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU0108'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1588 ***********************************************************************
 BJ1588  DESIGNATION -  L 21
 BJ1588  PID         -  BJ1588
 BJ1588  STATE/COUNTY-  LA/ST TAMMANY
 BJ1588  USGS QUAD   -  COVINGTON (1994)
 BJ1588
 BJ1588                         *CURRENT SURVEY CONTROL
 BJ1588  ___________________________________________________________________
 BJ1588* NAD 83(1986)-  30 28 41.     (N)    090 05 45.     (W)     SCALED    
 BJ1588* NAVD 88     -         8.995  (meters)      29.51   (feet)  ADJUSTED  
 BJ1588  ___________________________________________________________________
 BJ1588  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1588  DYNAMIC HT  -           8.983 (meters)      29.47  (feet)  COMP
 BJ1588  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 BJ1588
 BJ1588  VERT ORDER  -  FIRST     CLASS II
 BJ1588
 BJ1588.The horizontal coordinates were scaled from a topographic map and have
 BJ1588.an estimated accuracy of +/- 6 seconds.
 BJ1588
 BJ1588.The orthometric height was determined by differential leveling
 BJ1588.and adjusted by the National Geodetic Survey in February 1994..
 BJ1588
 BJ1588.The geoid height was determined by GEOID03.
 BJ1588
 BJ1588.The dynamic height is computed by dividing the NAVD 88
 BJ1588.geopotential number by the normal gravity value computed on the
 BJ1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1588.degrees latitude (g = 980.6199 gals.).
 BJ1588
 BJ1588.The modeled gravity was interpolated from observed gravity values.
 BJ1588
 BJ1588;                    North         East    Units  Estimated Accuracy
 BJ1588;SPC LA S     -   219,900.    1,118,820.      MT  (+/- 180 meters Scaled)
 BJ1588
 BJ1588                          SUPERSEDED SURVEY CONTROL
 BJ1588
 BJ1588  NGVD 29 (??/??/??)    8.984  (m)           29.48   (f) ADJUSTED    1 2
 BJ1588
 BJ1588.Superseded values are not recommended for survey control.
 BJ1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1588.See file dsdata.txt to determine how the superseded data were derived.
 BJ1588
 BJ1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP788753(NAD 83)
 BJ1588_MARKER: DB = BENCH MARK DISK
 BJ1588_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1588_SP_SET: WALL
 BJ1588_STAMPING: L 21 1934 29.849
 BJ1588_MARK LOGO: CGS   
 BJ1588_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1588+STABILITY: SURFACE MOTION
 BJ1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1588+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 BJ1588
 BJ1588  HISTORY     - Date     Condition        Report By
 BJ1588  HISTORY     - 1934     MONUMENTED       CGS
 BJ1588  HISTORY     - 1955     GOOD             CGS
 BJ1588  HISTORY     - 1977     GOOD             LADTD
 BJ1588  HISTORY     - 1982     GOOD             LADTD
 BJ1588  HISTORY     - 1986     GOOD             NGS
 BJ1588  HISTORY     - 19900712 GOOD             LADTD
 BJ1588  HISTORY     - 20031009 GOOD             USPSQD
 BJ1588
 BJ1588                          STATION DESCRIPTION
 BJ1588
 BJ1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1588'IN COVINGTON.
 BJ1588'LOCATED AT COVINGTON AT THE GULF, MOBILE AND OHIO RAILROAD STATION, IN
 BJ1588'THE WEST WALL, 2 FEET SOUTH OF THE OFFICE DOOR, 2 FEET NORTH OF THE
 BJ1588'WAITING ROOM WINDOW AND ABOUT FEET ABOVE THE PLATFORM.  IT IS A
 BJ1588'STANDARD DISK SET VERTICALLY.
 BJ1588
 BJ1588                          STATION RECOVERY (1977)
 BJ1588
 BJ1588'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1588'AT COVINGTON AT THE GULF, MOBILE, AND OHIO RAILROAD STATION, SET
 BJ1588'VERTICALLY IN THE WEST WALL, 2 FEET SOUTH OF THE OFFICE DOOR, 2 FEET
 BJ1588'NORTH OF THE WAITING ROOM WINDOW AND ABOVE THE SIDEWALK ABOUT 3 FEET
 BJ1588
 BJ1588                          STATION RECOVERY (1982)
 BJ1588
 BJ1588'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1588'RECOVERED IN GOOD CONDITION.
 BJ1588
 BJ1588                          STATION RECOVERY (1986)
 BJ1588
 BJ1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1588'RECOVERED IN GOOD CONDITION.
 BJ1588
 BJ1588                          STATION RECOVERY (1990)
 BJ1588
 BJ1588'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ1588'THE STATION IS LOCATED IN COVINGTON AT THE JUNCTION OF EAST LOCKWOOD
 BJ1588'STREET AND NORTH NEW HAMPSHIRE STREET, SET VERTICALLY IN THE WEST WALL
 BJ1588'OF THE ABANDONDED ILLINOIS CENTRAL GULF RAILROAD STATION.
 BJ1588'OWNERSHIP--UNKNOWN, 55.0 FT (16.8 M) SOUTH OF THE CENTER OF EAST
 BJ1588'LOCKWOOD ST.  AND 2.0 FT (0.6 M) SOUTH FROM A DOORWAY (2ND DOOR FROM
 BJ1588'ST). THE MARK IS PROJECTING ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF
 BJ1588'THE GROUND.
 BJ1588
 BJ1588                          STATION RECOVERY (2003)
 BJ1588
 BJ1588'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3397 ***********************************************************************
 CP3397  DESIGNATION -  L 21 24
 CP3397  PID         -  CP3397
 CP3397  STATE/COUNTY-  LA/EAST CARROLL
 CP3397  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3397
 CP3397                         *CURRENT SURVEY CONTROL
 CP3397  ___________________________________________________________________
 CP3397* NAD 83(1986)-  32 47 53.     (N)    091 10 14.     (W)     SCALED    
 CP3397* NAVD 88     -        32.551  (meters)     106.79   (feet)  ADJUSTED  
 CP3397  ___________________________________________________________________
 CP3397  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP3397  DYNAMIC HT  -          32.515 (meters)     106.68  (feet)  COMP
 CP3397  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 CP3397
 CP3397  VERT ORDER  -  SECOND    CLASS I
 CP3397
 CP3397.The horizontal coordinates were scaled from a topographic map and have
 CP3397.an estimated accuracy of +/- 6 seconds.
 CP3397
 CP3397.The orthometric height was determined by differential leveling
 CP3397.and adjusted by the National Geodetic Survey in July 1998..
 CP3397
 CP3397.The geoid height was determined by GEOID03.
 CP3397
 CP3397.The dynamic height is computed by dividing the NAVD 88
 CP3397.geopotential number by the normal gravity value computed on the
 CP3397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3397.degrees latitude (g = 980.6199 gals.).
 CP3397
 CP3397.The modeled gravity was interpolated from observed gravity values.
 CP3397
 CP3397;                    North         East    Units  Estimated Accuracy
 CP3397;SPC LA N     -   255,570.    1,124,520.      MT  (+/- 180 meters Scaled)
 CP3397
 CP3397                          SUPERSEDED SURVEY CONTROL
 CP3397
 CP3397.No superseded survey control is available for this station.
 CP3397
 CP3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712303(NAD 83)
 CP3397_MARKER: DD = SURVEY DISK
 CP3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3397_SP_SET: CONCRETE POST
 CP3397_STAMPING: L-21-24 1960
 CP3397_MARK LOGO: DOD   
 CP3397_PROJECTION: PROJECTING 10 CENTIMETERS
 CP3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3397+STABILITY: SURFACE MOTION
 CP3397
 CP3397  HISTORY     - Date     Condition        Report By
 CP3397  HISTORY     - 1960     MONUMENTED       DOD
 CP3397  HISTORY     - 1986     GOOD             LADTD
 CP3397
 CP3397                          STATION DESCRIPTION
 CP3397
 CP3397'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3397'1.6 KM (1 MI) EAST FROM LAKE PROVIDENCE.
 CP3397'ABOUT 1.6 KM (1 MI) EAST ON STATE HIGHWAY 596 FROM THE JUNCTION OF
 CP3397'STATE HIGHWAY 596 AND U S HIGHWAY 65 IN LAKE PROVIDENCE TO THE
 CP3397'JUNCTION OF HIGHWAY 596 AND HOLLAND ROAD, THENCE SOUTHEAST (RIGHT) ON
 CP3397'HOLLAND ROAD FOR 2.7 KM (1.7 MI) TO RIVER ROAD AND THE MARK SET ON THE
 CP3397'LEFT AT THE BOTTOM OF THE LEVEE, 34.9 METERS (114.5 FEET) NORTH-
 CP3397'NORTHEAST OF A 30-INCH CEDAR TREE, 28.7 METERS (94 FEET) NORTHEAST OF
 CP3397'A WIID FRAME HOUSE, 5.5 METERS (18 FEET) EAST OF THE CENTER OF THE
 CP3397'ROAD AND 0.61 METERS (2 FEET) EAST OF A POWER POLE WITH A TRANSFORMER
 CP3397'ATTACHED.
 CP3397'THE MARK IS 0.31 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3396 ***********************************************************************
 CP3396  DESIGNATION -  L 21 25
 CP3396  PID         -  CP3396
 CP3396  STATE/COUNTY-  LA/EAST CARROLL
 CP3396  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP3396
 CP3396                         *CURRENT SURVEY CONTROL
 CP3396  ___________________________________________________________________
 CP3396* NAD 83(1986)-  32 47 42.     (N)    091 10 15.     (W)     SCALED    
 CP3396* NAVD 88     -        32.036  (meters)     105.10   (feet)  ADJUSTED  
 CP3396  ___________________________________________________________________
 CP3396  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP3396  DYNAMIC HT  -          32.001 (meters)     104.99  (feet)  COMP
 CP3396  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 CP3396
 CP3396  VERT ORDER  -  SECOND    CLASS I
 CP3396
 CP3396.The horizontal coordinates were scaled from a topographic map and have
 CP3396.an estimated accuracy of +/- 6 seconds.
 CP3396
 CP3396.The orthometric height was determined by differential leveling
 CP3396.and adjusted by the National Geodetic Survey in July 1998..
 CP3396
 CP3396.The geoid height was determined by GEOID03.
 CP3396
 CP3396.The dynamic height is computed by dividing the NAVD 88
 CP3396.geopotential number by the normal gravity value computed on the
 CP3396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3396.degrees latitude (g = 980.6199 gals.).
 CP3396
 CP3396.The modeled gravity was interpolated from observed gravity values.
 CP3396
 CP3396;                    North         East    Units  Estimated Accuracy
 CP3396;SPC LA N     -   255,230.    1,124,500.      MT  (+/- 180 meters Scaled)
 CP3396
 CP3396                          SUPERSEDED SURVEY CONTROL
 CP3396
 CP3396.No superseded survey control is available for this station.
 CP3396
 CP3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712300(NAD 83)
 CP3396_MARKER: DD = SURVEY DISK
 CP3396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3396_SP_SET: CONCRETE POST
 CP3396_STAMPING: L-21-25 1960
 CP3396_MARK LOGO: DOD   
 CP3396_PROJECTION: PROJECTING 3 CENTIMETERS
 CP3396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3396+STABILITY: SURFACE MOTION
 CP3396
 CP3396  HISTORY     - Date     Condition        Report By
 CP3396  HISTORY     - 1960     MONUMENTED       DOD
 CP3396  HISTORY     - 1986     GOOD             LADTD
 CP3396
 CP3396                          STATION DESCRIPTION
 CP3396
 CP3396'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3396'1.6 KM (1 MI) EAST FROM LAKE PROVIDENCE.
 CP3396'ABOUT 1.6 KM (1 MI) EAST ON STATE HIGHWAY 596 FROM THE JUNCTION OF
 CP3396'STATE HIGHWAY 596 AND U S HIGHWAY 65 IN LAKE PROVIDENCE TO THE
 CP3396'JUNCTION OF HIGHWAY 596 AND HOLLAND ROAD, THENCE SOUTHEAST (RIGHT) ON
 CP3396'HOLLAND ROAD FOR 3.1 KM (1.9 MI) TO TIVER ROAD AND THE MARK SET ON THE
 CP3396'LEFT AT THE BOTTOM OF THE LEVEE, 24.4 METERS (80 FEET) SOUTHEAST OF
 CP3396'THE NORTHEAST CORNER OF A BRICK HOUSE, 5.6 METERS (18.5 FEET) EAST OF
 CP3396'THE CENTERLINE OF RIVER ROAD AND 0.61 METERS (2 FEET) EAST OF POWER
 CP3396'POLE NUMBER 2.
 CP3396'THE MARK IS 0.31 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0491 ***********************************************************************
 BJ0491  DESIGNATION -  L 216
 BJ0491  PID         -  BJ0491
 BJ0491  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0491  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0491
 BJ0491                         *CURRENT SURVEY CONTROL
 BJ0491  ___________________________________________________________________
 BJ0491* NAD 83(1986)-  30 36 43.     (N)    091 09 49.     (W)     SCALED    
 BJ0491* NAVD 88     -        24.89   (+/-2cm)      81.7    (feet)  VERTCON   
 BJ0491  ___________________________________________________________________
 BJ0491  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0491
 BJ0491  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0491
 BJ0491.The horizontal coordinates were scaled from a topographic map and have
 BJ0491.an estimated accuracy of +/- 6 seconds.
 BJ0491
 BJ0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0491.The vertical order pertains to the NGVD 29 superseded value.
 BJ0491
 BJ0491.The geoid height was determined by GEOID03.
 BJ0491
 BJ0491;                    North         East    Units  Estimated Accuracy
 BJ0491;SPC LA S     -   234,110.    1,016,270.      MT  (+/- 180 meters Scaled)
 BJ0491
 BJ0491                          SUPERSEDED SURVEY CONTROL
 BJ0491
 BJ0491  NGVD 29 (??/??/??)   24.892  (m)           81.67   (f) ADJUSTED    1 1
 BJ0491
 BJ0491.Superseded values are not recommended for survey control.
 BJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0491.See file dsdata.txt to determine how the superseded data were derived.
 BJ0491
 BJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP760880(NAD 83)
 BJ0491_MARKER: DB = BENCH MARK DISK
 BJ0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0491_SP_SET: CURB
 BJ0491_STAMPING: L 216 1965
 BJ0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0491
 BJ0491  HISTORY     - Date     Condition        Report By
 BJ0491  HISTORY     - 1965     MONUMENTED       CGS
 BJ0491  HISTORY     - 1976     GOOD             NGS
 BJ0491
 BJ0491                          STATION DESCRIPTION
 BJ0491
 BJ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0491'1.95 MI N FROM BAKER.
 BJ0491'ABOUT 0.1 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 BJ0491'BAKER, THENCE 1.85 MILES NORTH ALONG THE YAZOO AND MISSISSIPPI
 BJ0491'RAILROAD IN S 13, T 5 S, R 1 W, 55 FEET EAST OF THE EAST RAIL, 13 FEET
 BJ0491'WEST OF THE CENTER LINE OF STATE HIGHWAY 19, SET IN THE TOP OF THE
 BJ0491'EAST SIDE OF THE CONCRETE CURB OF THE NORTHWEST CONCRETE WING WALL OF
 BJ0491'A BRIDGE OVER SOUTH CANAL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BJ0491'HIGHWAY.  NOTE-- THIS MARK IS ABOUT 1.1 MILES SOUTH OF BENCH MARK M
 BJ0491'216 1965 WHICH IS DESCRIBED FROM ZACHARY.
 BJ0491
 BJ0491                          STATION RECOVERY (1976)
 BJ0491
 BJ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0491'1.65 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BJ0491'GROOM ROAD AT BAKER, OR 2.6 MILES SOUTH ALONG STATE HIGHWAY 19
 BJ0491'FROM THE JUNCTION OF STATE HIGHWAY 64 (MAIN STREET) AT ZACHARY,
 BJ0491'125 FT EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD
 BJ0491'TRACK, 13.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 BJ0491'OF THE NORTH END OF THE WEST CONCRETE CURB OF THE CONCRETE BRIDGE
 BJ0491'OVER THE SOUTH CANAL, 4.1 FT SOUTH OF THE NORTH END OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4031 ***********************************************************************
 BJ4031  DESIGNATION -  L 216 RESET
 BJ4031  PID         -  BJ4031
 BJ4031  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4031  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4031
 BJ4031                         *CURRENT SURVEY CONTROL
 BJ4031  ___________________________________________________________________
 BJ4031* NAD 83(1986)-  30 36 43.     (N)    091 09 48.     (W)     SCALED    
 BJ4031* NAVD 88     -        25.464  (meters)      83.54   (feet)  ADJUSTED  
 BJ4031  ___________________________________________________________________
 BJ4031  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4031  DYNAMIC HT  -          25.431 (meters)      83.43  (feet)  COMP
 BJ4031  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ4031
 BJ4031  VERT ORDER  -  SECOND    CLASS II
 BJ4031
 BJ4031.The horizontal coordinates were scaled from a topographic map and have
 BJ4031.an estimated accuracy of +/- 6 seconds.
 BJ4031
 BJ4031.The orthometric height was determined by differential leveling
 BJ4031.and adjusted by the National Geodetic Survey in February 1994..
 BJ4031
 BJ4031.The geoid height was determined by GEOID03.
 BJ4031
 BJ4031.The dynamic height is computed by dividing the NAVD 88
 BJ4031.geopotential number by the normal gravity value computed on the
 BJ4031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4031.degrees latitude (g = 980.6199 gals.).
 BJ4031
 BJ4031.The modeled gravity was interpolated from observed gravity values.
 BJ4031
 BJ4031;                    North         East    Units  Estimated Accuracy
 BJ4031;SPC LA S     -   234,110.    1,016,300.      MT  (+/- 180 meters Scaled)
 BJ4031
 BJ4031                          SUPERSEDED SURVEY CONTROL
 BJ4031
 BJ4031  NGVD 29 (09/18/05)   25.47   (m)           83.6    (f) RESET       3  
 BJ4031
 BJ4031.Superseded values are not recommended for survey control.
 BJ4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4031.See file dsdata.txt to determine how the superseded data were derived.
 BJ4031
 BJ4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP760880(NAD 83)
 BJ4031_MARKER: DB = BENCH MARK DISK
 BJ4031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ4031_SP_SET: BRIDGE WINGWALL
 BJ4031_STAMPING: L 216 RESET 1987
 BJ4031_MARK LOGO: NGS   
 BJ4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4031+STABILITY: SURFACE MOTION
 BJ4031
 BJ4031  HISTORY     - Date     Condition        Report By
 BJ4031  HISTORY     - 1987     MONUMENTED       LADTD
 BJ4031  HISTORY     - 1987     GOOD             LA-033
 BJ4031
 BJ4031                          STATION DESCRIPTION
 BJ4031
 BJ4031'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4031'2.7 KM (1.65 MI) NORTH FROM BAKER.
 BJ4031'ABOUT 2.7 KM (1.65 MI) NORTH ON STATE HIGHWAY 19 FROM THE JUNCTION OF
 BJ4031'GROOM ROAD IN BAKER, OR 4.2 KM (2.6 MI) SOUTH ON STATE HIGHWAY 19
 BJ4031'FROM THE JUNCTION OF STATE HIGHWAY 64 (MAIN STREET) IN ZACHARY, TO
 BJ4031'THE MARK SET IN THE NORTHWEST WINGWALL OF THE NORTH BOUND BRIDGE OVER
 BJ4031'SOUTH CANAL, 7 METERS (23 FT) WEST OF THE CENTER OF THE NORTH BOUND
 BJ4031'LANES OF THE HIGHWAY, 0.6 METERS (2 FT) NORTHWEST OF THE NORTHWEST
 BJ4031'END OF THE BRIDGE ABUTMENT AND 0.3 METERS (1 FT) EAST OF THE WEST END
 BJ4031'OF THE WINGWALL.
 BJ4031'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 BJ4031'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2289 ***********************************************************************
 BJ2289  DESIGNATION -  L 217
 BJ2289  PID         -  BJ2289
 BJ2289  STATE/COUNTY-  LA/IBERVILLE
 BJ2289  USGS QUAD   -  MARINGOUIN (1992)
 BJ2289
 BJ2289                         *CURRENT SURVEY CONTROL
 BJ2289  ___________________________________________________________________
 BJ2289* NAD 83(1986)-  30 23 15.     (N)    091 33 49.     (W)     SCALED    
 BJ2289* NAVD 88     -         4.50   (+/-2cm)      14.8    (feet)  VERTCON   
 BJ2289  ___________________________________________________________________
 BJ2289  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2289
 BJ2289  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2289
 BJ2289.The horizontal coordinates were scaled from a topographic map and have
 BJ2289.an estimated accuracy of +/- 6 seconds.
 BJ2289
 BJ2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2289.The vertical order pertains to the NGVD 29 superseded value.
 BJ2289
 BJ2289.The geoid height was determined by GEOID03.
 BJ2289
 BJ2289;                    North         East    Units  Estimated Accuracy
 BJ2289;SPC LA S     -   209,240.      977,870.      MT  (+/- 180 meters Scaled)
 BJ2289
 BJ2289                          SUPERSEDED SURVEY CONTROL
 BJ2289
 BJ2289  NGVD 29 (??/??/??)    4.517  (m)           14.82   (f) ADJUSTED    1 2
 BJ2289
 BJ2289.Superseded values are not recommended for survey control.
 BJ2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2289.See file dsdata.txt to determine how the superseded data were derived.
 BJ2289
 BJ2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP380626(NAD 83)
 BJ2289_MARKER: DB = BENCH MARK DISK
 BJ2289_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2289_SP_SET: 120 FEET
 BJ2289_STAMPING: L 217 1965
 BJ2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2289
 BJ2289  HISTORY     - Date     Condition        Report By
 BJ2289  HISTORY     - 1965     MONUMENTED       CGS
 BJ2289
 BJ2289                          STATION DESCRIPTION
 BJ2289
 BJ2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2289'3.5 MI W FROM RAMAH.
 BJ2289'ABOUT 3.5 MILES WEST ALONG A SHELL ROAD AND DOUBLE ROW OF POWER POLES
 BJ2289'FROM THE DISOTELLS GROCERY STORE AT RAMAH, IN SECTION 71, T 8 S, R 9
 BJ2289'E, 350 FEET EAST OF THE END OF A WOODEN BRIDGE, 207 FEET EAST OF A
 BJ2289'METAL GATE BETWEEN TWO HIGH VOLTAGE POWER LINE POLES, 27 FEET SOUTH OF
 BJ2289'THE CENTER LINE OF THE SHELL ROAD, 16 FEET WEST OF THE CENTER LINE OF
 BJ2289'A PLANKED OIL FIELD ROAD LEADING SOUTH, 2.5 FEET WEST OF THE WEST EDGE
 BJ2289'OF THE PLANKED AREA, 2.0 FEET WEST OF A CREOSOTED WITNESS POST, ABOUT
 BJ2289'1.0 FOOT BELOW THE ROADS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 BJ2289'ROD THAT IS DRIVEN TO A DEPTH OF 120 FEET AND IS ENCASED IN A 5-INCH
 BJ2289'CAST IRON PIPE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0466 ***********************************************************************
 BJ0466  DESIGNATION -  L 219
 BJ0466  PID         -  BJ0466
 BJ0466  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0466  USGS QUAD   -  ZACHARY (1980)
 BJ0466
 BJ0466                         *CURRENT SURVEY CONTROL
 BJ0466  ___________________________________________________________________
 BJ0466* NAD 83(1986)-  30 43 47.     (N)    091 08 26.     (W)     SCALED    
 BJ0466* NAVD 88     -        40.164  (meters)     131.77   (feet)  ADJUSTED  
 BJ0466  ___________________________________________________________________
 BJ0466  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0466  DYNAMIC HT  -          40.112 (meters)     131.60  (feet)  COMP
 BJ0466  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ0466
 BJ0466  VERT ORDER  -  FIRST     CLASS I
 BJ0466
 BJ0466.The horizontal coordinates were scaled from a topographic map and have
 BJ0466.an estimated accuracy of +/- 6 seconds.
 BJ0466
 BJ0466.The orthometric height was determined by differential leveling
 BJ0466.and adjusted by the National Geodetic Survey in February 1994..
 BJ0466
 BJ0466.The geoid height was determined by GEOID03.
 BJ0466
 BJ0466.The dynamic height is computed by dividing the NAVD 88
 BJ0466.geopotential number by the normal gravity value computed on the
 BJ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0466.degrees latitude (g = 980.6199 gals.).
 BJ0466
 BJ0466.The modeled gravity was interpolated from observed gravity values.
 BJ0466
 BJ0466;                    North         East    Units  Estimated Accuracy
 BJ0466;SPC LA S     -   247,170.    1,018,460.      MT  (+/- 180 meters Scaled)
 BJ0466
 BJ0466                          SUPERSEDED SURVEY CONTROL
 BJ0466
 BJ0466  NGVD 29 (??/??/??)   40.146  (m)          131.71   (f) ADJUSTED    1 1
 BJ0466
 BJ0466.Superseded values are not recommended for survey control.
 BJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0466.See file dsdata.txt to determine how the superseded data were derived.
 BJ0466
 BJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ780011(NAD 83)
 BJ0466_MARKER: DB = BENCH MARK DISK
 BJ0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0466_SP_SET: CONCRETE HEADWALL
 BJ0466_STAMPING: L 219 1965
 BJ0466_MARK LOGO: CGS   
 BJ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0466+STABILITY: SURFACE MOTION
 BJ0466
 BJ0466  HISTORY     - Date     Condition        Report By
 BJ0466  HISTORY     - 1965     MONUMENTED       CGS
 BJ0466  HISTORY     - 1976     GOOD             NGS
 BJ0466  HISTORY     - 1984     GOOD             LADTD
 BJ0466  HISTORY     - 1987     GOOD             LA-033
 BJ0466
 BJ0466                          STATION DESCRIPTION
 BJ0466
 BJ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0466'0.8 MI N FROM SLAUGHTER.
 BJ0466'ABOUT 0.8 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0466'STATION AT SLAUGHTER, IN S 5, T 3 S, R 1 E, 55 FEET EAST OF THE EAST
 BJ0466'RAIL OF THE MAIN TRACK, 42 FEET EAST OF THE EAST RAIL OF A SIDE TRACK,
 BJ0466'82 FEET SOUTHWEST AND ACROSS STATE HIGHWAY 19 FROM POWER POLE NUMBER
 BJ0466'332-355, SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL
 BJ0466'OF A DOUBLE CHANNEL CULVERT UNDER THE HIGHWAY, AND ABOUT 2 1/2 FEET
 BJ0466'BELOW THE LEVEL OF THE HIGHWAY.
 BJ0466
 BJ0466                          STATION RECOVERY (1976)
 BJ0466
 BJ0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0466'0.8 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BJ0466'SLAUGHTER, 82 FT SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER LINE
 BJ0466'POLE 332-355, 55 FT EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 BJ0466'ILLINOIS CENTRAL RAILROAD LINE, 17.5 FT WEST OF THE CENTER LINE OF
 BJ0466'THE HIGHWAY IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL
 BJ0466'OF A DOUBLE PIPE HIGHWAY CULVERT.
 BJ0466
 BJ0466                          STATION RECOVERY (1984)
 BJ0466
 BJ0466'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ0466'RECOVERED IN GOOD CONDITION.
 BJ0466
 BJ0466                          STATION RECOVERY (1987)
 BJ0466
 BJ0466'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0960 ***********************************************************************
 BJ0960  DESIGNATION -  L 22
 BJ0960  PID         -  BJ0960
 BJ0960  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0960  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0960
 BJ0960                         *CURRENT SURVEY CONTROL
 BJ0960  ___________________________________________________________________
 BJ0960* NAD 83(1986)-  30 27 26.     (N)    091 11 12.     (W)     SCALED    
 BJ0960* NAVD 88     -        19.92   (+/-2cm)      65.4    (feet)  VERTCON   
 BJ0960  ___________________________________________________________________
 BJ0960  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0960
 BJ0960  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0960
 BJ0960.The horizontal coordinates were scaled from a topographic map and have
 BJ0960.an estimated accuracy of +/- 6 seconds.
 BJ0960
 BJ0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0960.The vertical order pertains to the NGVD 29 superseded value.
 BJ0960
 BJ0960.The geoid height was determined by GEOID03.
 BJ0960
 BJ0960;                    North         East    Units  Estimated Accuracy
 BJ0960;SPC LA S     -   216,960.    1,014,090.      MT  (+/- 180 meters Scaled)
 BJ0960
 BJ0960                          SUPERSEDED SURVEY CONTROL
 BJ0960
 BJ0960  NGVD 29 (??/??/??)   19.921  (m)           65.36   (f) ADJUSTED    1 1
 BJ0960
 BJ0960.Superseded values are not recommended for survey control.
 BJ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0960.See file dsdata.txt to determine how the superseded data were derived.
 BJ0960
 BJ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740708(NAD 83)
 BJ0960_MARKER: DB = BENCH MARK DISK
 BJ0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0960_SP_SET: STEP
 BJ0960_STAMPING: L 22 1934 66.591
 BJ0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0960+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 BJ0960
 BJ0960  HISTORY     - Date     Condition        Report By
 BJ0960  HISTORY     - 1934     MONUMENTED       CGS
 BJ0960  HISTORY     - 1964     GOOD             CGS
 BJ0960  HISTORY     - 1965     GOOD             CGS
 BJ0960  HISTORY     - 1976     GOOD             NGS
 BJ0960  HISTORY     - 20040306 GOOD             USPSQD
 BJ0960  HISTORY     - 20060722 GOOD             NGS
 BJ0960
 BJ0960                          STATION DESCRIPTION
 BJ0960
 BJ0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0960'IN BATON ROUGE.
 BJ0960'AT BATON ROUGE AT THE STATE CAPITOL BUILDING, AT THE WEST ENTRANCE TO
 BJ0960'THE GROUND FLOOR AND IN THE TOP OF THE SECOND STONE STEP AT THE NORTH
 BJ0960'END OF THE ARCH UNDER THE FLOOR OF THE MAIN ENTRANCE.
 BJ0960
 BJ0960                          STATION RECOVERY (1965)
 BJ0960
 BJ0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0960'RECOVERED IN GOOD CONDITION.
 BJ0960
 BJ0960                          STATION RECOVERY (1976)
 BJ0960
 BJ0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0960'RECOVERED IN GOOD CONDITION.
 BJ0960
 BJ0960                          STATION RECOVERY (2004)
 BJ0960
 BJ0960'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BJ0960'STEPS NO LONGER EXIST SO ENTRANCE CAN HAVE WHEELCHAIR ACCESS, AND THE
 BJ0960'SECOND STONE STEP THE MARKER IS LOCATED IN IS AT ENTRANCE LEVEL.
 BJ0960
 BJ0960                          STATION RECOVERY (2006)
 BJ0960
 BJ0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ0960'DOORWAY IS ON SOUTH SIDE OF CAPITOL.  MARK IS AT WEST DOORWAY UNDER
 BJ0960'MAIN PORTICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0171 ***********************************************************************
 AV0171  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0171  DESIGNATION -  L 223
 AV0171  PID         -  AV0171
 AV0171  STATE/COUNTY-  LA/VERMILION
 AV0171  USGS QUAD   -  FORKED ISLAND (1979)
 AV0171
 AV0171                         *CURRENT SURVEY CONTROL
 AV0171  ___________________________________________________________________
 AV0171* NAD 83(1992)-  29 45 29.14106(N)    092 19 47.34236(W)     ADJUSTED  
 AV0171* NAVD 88     -         1.37 **(meters)       4.5  **(feet)  GPS OBS(2004.65)
 AV0171  **This station is located in a subsidence area (see below).
 AV0171  ___________________________________________________________________
 AV0171  EPOCH DATE  -        2004.65
 AV0171  X           -    -225,275.637 (meters)                     COMP
 AV0171  Y           -  -5,537,012.848 (meters)                     COMP
 AV0171  Z           -   3,147,110.448 (meters)                     COMP
 AV0171  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0171  ELLIP HEIGHT-         -24.83  (meters)          (06/22/05) GPS OBS
 AV0171  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AV0171  DYNAMIC HT  -           1.37  (meters)       4.5   (feet)  COMP
 AV0171  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 AV0171
 AV0171  HORZ ORDER  -  B
 AV0171  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0171  ELLP ORDER  -  FOURTH    CLASS I
 AV0171
 AV0171.The horizontal coordinates were established by GPS observations
 AV0171.and adjusted by the National Geodetic Survey in June 2005..
 AV0171.The horizontal coordinates are valid at the epoch date displayed above.
 AV0171.The epoch date for horizontal control is a decimal equivalence
 AV0171.of Year/Month/Day.
 AV0171
 AV0171 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0171 ** and geoid heights are valid at the date of observation. These heights
 AV0171 ** must always be validated when used as control.
 AV0171 ** The orthometric height was determined by GPS observations using
 AV0171 ** precise GPS observation and processing techniques and a new
 AV0171 ** realization of GEOID03. It supersedes the leveled height previously
 AV0171 ** determined for this station.
 AV0171 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0171 ** epoch indicated which incorporates improved geoid heights for the
 AV0171 ** Southern Louisiana Subsidence area.
 AV0171 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0171.The orthometric height was determined by GPS observations and a
 AV0171.high-resolution geoid model using precise GPS observation and
 AV0171.processing techniques. It supersedes the leveled height previously
 AV0171.determined for this station.
 AV0171.WARNING-GPS observations at this control monument resulted in a GPS
 AV0171.derived orthometric height which differed from the leveled height by
 AV0171.more than one decimeter (0.1 meter).
 AV0171.The vertical order pertains to the first NAVD 88 superseded value.
 AV0171
 AV0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0171
 AV0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0171
 AV0171.The ellipsoidal height was determined by GPS observations
 AV0171.and is referenced to NAD 83.
 AV0171
 AV0171.The geoid height was determined by GEOID03.
 AV0171
 AV0171.The dynamic height is computed by dividing the NAVD 88
 AV0171.geopotential number by the normal gravity value computed on the
 AV0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0171.degrees latitude (g = 980.6199 gals.).
 AV0171
 AV0171.The modeled gravity was interpolated from observed gravity values.
 AV0171
 AV0171;                    North         East     Units Scale Factor Converg.
 AV0171;SPC LA S     -   139,872.063   903,628.147   MT  0.99993467   -0 29 53.7
 AV0171;SPC LA S     -   458,896.93  2,964,653.35   sFT  0.99993467   -0 29 53.7
 AV0171;UTM  15      - 3,292,168.874   564,794.515   MT  0.99965180   +0 19 57.5
 AV0171
 AV0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0171!SPC LA S     -   1.00000390  x   0.99993467  =   0.99993857
 AV0171!UTM  15      -   1.00000390  x   0.99965180  =   0.99965570
 AV0171
 AV0171                          SUPERSEDED SURVEY CONTROL
 AV0171
 AV0171  NAVD 88 (02/14/94)    1.480  (m)            4.86   (f) ADJUSTED    1 2
 AV0171  NGVD 29 (??/??/??)    1.418  (m)            4.65   (f) ADJUSTED    1 2
 AV0171
 AV0171.Superseded values are not recommended for survey control.
 AV0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0171.See file dsdata.txt to determine how the superseded data were derived.
 AV0171
 AV0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6479592169(NAD 83)
 AV0171_MARKER: DB = BENCH MARK DISK
 AV0171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AV0171_SP_SET: HEADWALL
 AV0171_STAMPING: L 223 1965
 AV0171_MARK LOGO: CGS   
 AV0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0171+STABILITY: SURFACE MOTION
 AV0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0171+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AV0171
 AV0171  HISTORY     - Date     Condition        Report By
 AV0171  HISTORY     - 1965     MONUMENTED       CGS
 AV0171  HISTORY     - 1986     GOOD             NGS
 AV0171  HISTORY     - 20040207 GOOD             USPSQD
 AV0171  HISTORY     - 20040601 GOOD             NGS
 AV0171  HISTORY     - 20050601 GOOD             USPSQD
 AV0171  HISTORY     - 20051014 GOOD             NGS
 AV0171
 AV0171                          STATION DESCRIPTION
 AV0171
 AV0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0171'6.9 MI SW FROM FORKED ISLAND.
 AV0171'ABOUT 6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM A BRIDGE OVER
 AV0171'THE INTRACOASTAL CANAL AT FORKED ISLAND, IN S 11, R 1 E, T 15 S, ABOUT
 AV0171'0.85 MILE NORTH OF A BRIDGE OVER THE SCHOONER BAYOU CANAL, 155 FEET
 AV0171'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD HOUSE, 49 FEET EAST OF THE
 AV0171'CENTER LINE OF THE HIGHWAY, 8 FEET EAST OF A FENCE, ABOUT 2 FEET BELOW
 AV0171'THE LEVEL OF THE HIGHWAY, AND SET IN THE CENTER OF THE TOP OF THE EAST
 AV0171'HEADWALL OF AN IRRIGATION SIPHON UNDER THE HIGHWAY.
 AV0171
 AV0171                          STATION RECOVERY (1986)
 AV0171
 AV0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0171'RECOVERED IN GOOD CONDITION.
 AV0171
 AV0171                          STATION RECOVERY (2004)
 AV0171
 AV0171'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0171'RECOVERED IN GOOD CONDITION.
 AV0171
 AV0171                          STATION RECOVERY (2004)
 AV0171
 AV0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0171'RECOVERED AS DESCRIBED.
 AV0171
 AV0171                          STATION RECOVERY (2005)
 AV0171
 AV0171'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0171'RECOVERED IN GOOD CONDITION.
 AV0171
 AV0171                          STATION RECOVERY (2005)
 AV0171
 AV0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AV0171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1406 ***********************************************************************
 AU1406  DESIGNATION -  L 227
 AU1406  PID         -  AU1406
 AU1406  STATE/COUNTY-  LA/TERREBONNE
 AU1406  USGS QUAD   -  BAYOU COCODRIE (1980)
 AU1406
 AU1406                         *CURRENT SURVEY CONTROL
 AU1406  ___________________________________________________________________
 AU1406* NAD 83(1992)-  29 37 10.94435(N)    090 54 11.96656(W)     ADJUSTED  
 AU1406* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU1406  **This station is located in a subsidence area (see below).
 AU1406  ___________________________________________________________________
 AU1406  X           -     -87,484.818 (meters)                     COMP
 AU1406  Y           -  -5,548,502.262 (meters)                     COMP
 AU1406  Z           -   3,133,784.613 (meters)                     COMP
 AU1406  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU1406  ELLIP HEIGHT-         -24.18  (meters)          (02/21/02) GPS OBS
 AU1406  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AU1406  DYNAMIC HT  -           1.4   (meters)       5.    (feet)  COMP
 AU1406  MODELED GRAV-     979,297.2   (mgal)                       NAVD 88
 AU1406
 AU1406  HORZ ORDER  -  FIRST
 AU1406  VERT ORDER  -  THIRD (See Below)
 AU1406  ELLP ORDER  -  FIFTH     CLASS I
 AU1406
 AU1406.The horizontal coordinates were established by GPS observations
 AU1406.and adjusted by the National Geodetic Survey in December 1998..
 AU1406
 AU1406 ** The orthometric height has not been validated since last determined
 AU1406 ** by differential leveling and should not be used for control purposes.
 AU1406 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1406 ** area with valid NAVD 88 orthometric heights.
 AU1406 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1406 ** epoch indicated which incorporates improved geoid heights for the
 AU1406 ** Southern Louisiana Subsidence area.
 AU1406 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1406.The orthometric height was scaled from a topographic map.
 AU1406.The vertical order pertains to the first NAVD 88 superseded value.
 AU1406
 AU1406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1406
 AU1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1406
 AU1406.The ellipsoidal height was determined by GPS observations
 AU1406.and is referenced to NAD 83.
 AU1406
 AU1406.The geoid height was determined by GEOID03.
 AU1406
 AU1406.The dynamic height is computed by dividing the NAVD 88
 AU1406.geopotential number by the normal gravity value computed on the
 AU1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1406.degrees latitude (g = 980.6199 gals.).
 AU1406
 AU1406.The modeled gravity was interpolated from observed gravity values.
 AU1406
 AU1406;                    North         East     Units Scale Factor Converg.
 AU1406;SPC LA S     -   124,192.154 1,041,645.001   MT  0.99994773   +0 12 54.0
 AU1406;SPC LA S     -   407,453.76  3,417,463.64   sFT  0.99994773   +0 12 54.0
 AU1406;UTM  15      - 3,278,483.351   703,009.453   MT  1.00010853   +1 02 11.8
 AU1406
 AU1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1406!SPC LA S     -   1.00000380  x   0.99994773  =   0.99995153
 AU1406!UTM  15      -   1.00000380  x   1.00010853  =   1.00011233
 AU1406
 AU1406|---------------------------------------------------------------------|
 AU1406| PID    Reference Object                     Distance      Geod. Az  |
 AU1406|                                                           dddmmss.s |
 AU1406| AU3261 GREENWOOD                            46.337 METERS 04651     |
 AU1406|---------------------------------------------------------------------|
 AU1406
 AU1406                          SUPERSEDED SURVEY CONTROL
 AU1406
 AU1406  ELLIP H (12/17/98)  -24.19   (m)                       GP(       ) 4 2
 AU1406  NAVD 88 (06/15/91)    1.520  (m)            4.99   (f) UNKNOWN     1 2
 AU1406  NGVD 29 (??/??/??)    1.560  (m)            5.12   (f) ADJUSTED    1 2
 AU1406
 AU1406.Superseded values are not recommended for survey control.
 AU1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1406.See file dsdata.txt to determine how the superseded data were derived.
 AU1406
 AU1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0300978483(NAD 83)
 AU1406_MARKER: DB = BENCH MARK DISK
 AU1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1406_SP_SET: CONCRETE POST
 AU1406_STAMPING: L 227 1965
 AU1406_MARK LOGO: CGS   
 AU1406_PROJECTION: FLUSH
 AU1406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1406+STABILITY: SURFACE MOTION
 AU1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1406+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1406
 AU1406  HISTORY     - Date     Condition        Report By
 AU1406  HISTORY     - 1965     MONUMENTED       CGS
 AU1406  HISTORY     - 1980     GOOD             LADTD
 AU1406  HISTORY     - 1982     GOOD             NGS
 AU1406  HISTORY     - 19930303 GOOD             NGS
 AU1406  HISTORY     - 19950103 GOOD             MPHI
 AU1406
 AU1406                          STATION DESCRIPTION
 AU1406
 AU1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1406'8.75 MI SE FROM GIBSON.
 AU1406'8.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM A CONCRETE DRAWBRIDGE
 AU1406'OVER BAYOU BLACK AT GIBSON, IN FRACTIONAL SECTION 13, T 17 S, R 15 E,
 AU1406'100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 52 1/2 FEET NORTH OF
 AU1406'THE NORTHWEST CORNER OF THE GREENWOOD SCHOOL BUILDING, SET IN THE
 AU1406'NORTH SECTION OF A SMALL PARK SURROUNDED BY A CIRCULAR SHELL DRIVE, 50
 AU1406'1/2 FEET SOUTH OF A LIGHT POLE, 5 1/2 FEET NORTH OF A STEEL FLAG POLE,
 AU1406'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AU1406'WHICH IS FLUSH WITH THE GROUND.
 AU1406
 AU1406                          STATION RECOVERY (1980)
 AU1406
 AU1406'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 AU1406'RECOVERED IN GOOD CONDITION.
 AU1406
 AU1406                          STATION RECOVERY (1982)
 AU1406
 AU1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1406'THE MARK IS 0.18 M BELOW HIGHWAY.
 AU1406'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.1 KILOMETERS
 AU1406'(8.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHEAST END OF
 AU1406'THE HIGHWAY BRIDGE OVER BAYOU BLACK IN GIBSON, TO THE MARK ON THE
 AU1406'RIGHT, AT THE GREENWOOD ELEMENTRY SCHOOL, ON THE NORTH SIDE OF THE
 AU1406'METAL FLAG POLE, 30.48 METERS (100.0 FEET) SOUTHWEST OF THE CENTER
 AU1406'LINE OF THE HIGHWAY, 16.00 METERS (52.5 FEET) NORTHEAST OF THE NORTH
 AU1406'CORNER OF THE SCHOOL, 1.67 METERS (5.5 FEET) NORTHEAST OF THE FLAG
 AU1406'POLE.
 AU1406
 AU1406                          STATION RECOVERY (1993)
 AU1406
 AU1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1406'0.2 KM (0.10 MI) SOUTHERLY ALONG CAROLL STREET FROM THE POST OFFICE
 AU1406'IN GIBSON, THENCE 12.3 KM (7.65 MI) SOUTHEASTERLY ALONG SOUTH BAYOU
 AU1406'BLACK DRIVE AND U.S. HIGHWAY 90, 31.7 M (104.0 FT) SOUTH-SOUTHEAST
 AU1406'OF A FIRE HYDRANT, 30.2 M (99.1 FT) SOUTHWEST OF THE CENTERLINE OF
 AU1406'THE HIGHWAY, 16.0 M (52.5 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF
 AU1406'GREENWOOD SCHOOL, 1.8 M (5.9 FT) NORTHEAST OF A SUPPORT POST FOR A
 AU1406'SIGN WITH A WITNESS SIGN ATTACHED, 0.4 M (1.3 FT) EAST OF A WITNESS
 AU1406'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AU1406'IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 AU1406
 AU1406                          STATION RECOVERY (1995)
 AU1406
 AU1406'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1406'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1434 ***********************************************************************
 BH1434  DESIGNATION -  L 23
 BH1434  PID         -  BH1434
 BH1434  STATE/COUNTY-  LA/WASHINGTON
 BH1434  USGS QUAD   -  ANGIE (1982)
 BH1434
 BH1434                         *CURRENT SURVEY CONTROL
 BH1434  ___________________________________________________________________
 BH1434* NAD 83(1986)-  30 56 36.     (N)    089 48 57.     (W)     SCALED    
 BH1434* NAVD 88     -        39.45   (+/-2cm)     129.4    (feet)  VERTCON   
 BH1434  ___________________________________________________________________
 BH1434  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BH1434
 BH1434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1434
 BH1434.The horizontal coordinates were scaled from a topographic map and have
 BH1434.an estimated accuracy of +/- 6 seconds.
 BH1434
 BH1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1434.The vertical order pertains to the NGVD 29 superseded value.
 BH1434
 BH1434.The geoid height was determined by GEOID03.
 BH1434
 BH1434;                    North         East    Units  Estimated Accuracy
 BH1434;SPC LA S     -   271,800.    1,145,020.      MT  (+/- 180 meters Scaled)
 BH1434
 BH1434                          SUPERSEDED SURVEY CONTROL
 BH1434
 BH1434  NGVD 29 (??/??/??)   39.521  (m)          129.66   (f) ADJUSTED    2 0
 BH1434
 BH1434.Superseded values are not recommended for survey control.
 BH1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1434.See file dsdata.txt to determine how the superseded data were derived.
 BH1434
 BH1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV309267(NAD 83)
 BH1434_MARKER: DB = BENCH MARK DISK
 BH1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1434_STAMPING: 130 L 23 1934
 BH1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1434+STABILITY: SURFACE MOTION
 BH1434
 BH1434  HISTORY     - Date     Condition        Report By
 BH1434  HISTORY     - 1934     MONUMENTED       CGS
 BH1434  HISTORY     - 1955     GOOD             CGS
 BH1434  HISTORY     - 20060412 MARK NOT FOUND   NGS
 BH1434
 BH1434                          STATION DESCRIPTION
 BH1434
 BH1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1434'1.7 MI S FROM ANGIE.
 BH1434'1.7 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM ANGIE,
 BH1434'WASHINGTON PARISH, 15 POLES NORTH OF MILEPOST 82, 10 POLES NORTH OF A
 BH1434'ROAD CROSSING, 300 FEET SOUTH OF A RAIL REST, 28 FEET WEST OF THE WEST
 BH1434'RAIL, 85 FEET NORTHWEST OF POLE 669, AND 1 1/2 FEET BELOW THE LEVEL OF
 BH1434'THE TRACK.  A STANDARD DISK, STAMPED 130 L 23 1934 AND SET IN THE TOP
 BH1434'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 BH1434
 BH1434                          STATION RECOVERY (2006)
 BH1434
 BH1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1434'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1342 ***********************************************************************
 CP1342  DESIGNATION -  L 23 1 CAP
 CP1342  PID         -  CP1342
 CP1342  STATE/COUNTY-  LA/MADISON
 CP1342  USGS QUAD   -  ASHLY (1972)
 CP1342
 CP1342                         *CURRENT SURVEY CONTROL
 CP1342  ___________________________________________________________________
 CP1342* NAD 83(1992)-  32 22 44.13293(N)    091 07 26.85327(W)     ADJUSTED  
 CP1342* NAVD 88     -        25.915  (meters)      85.02   (feet)  ADJUSTED  
 CP1342  ___________________________________________________________________
 CP1342  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP1342  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP1342  DYNAMIC HT  -          25.886 (meters)      84.93  (feet)  COMP
 CP1342  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 CP1342
 CP1342  HORZ ORDER  -  SECOND
 CP1342  VERT ORDER  -  FIRST     CLASS I
 CP1342
 CP1342.The horizontal coordinates were established by classical geodetic methods
 CP1342.and adjusted by the National Geodetic Survey in May 1994..
 CP1342
 CP1342.The orthometric height was determined by differential leveling
 CP1342.and adjusted by the National Geodetic Survey in June 1991..
 CP1342
 CP1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1342
 CP1342.The geoid height was determined by GEOID03.
 CP1342
 CP1342.The dynamic height is computed by dividing the NAVD 88
 CP1342.geopotential number by the normal gravity value computed on the
 CP1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1342.degrees latitude (g = 980.6199 gals.).
 CP1342
 CP1342.The modeled gravity was interpolated from observed gravity values.
 CP1342
 CP1342;                    North         East     Units Scale Factor Converg.
 CP1342;SPC LA N     -   209,150.362 1,129,462.801   MT  0.99994704   +0 43 38.7
 CP1342;SPC LA N     -   686,187.48  3,705,579.21   sFT  0.99994704   +0 43 38.7
 CP1342;SPC MS W     -   319,441.342   625,587.179   MT  1.00001826   -0 25 24.6
 CP1342;SPC MS W     - 1,048,033.80  2,052,447.27   sFT  1.00001826   -0 25 24.6
 CP1342;UTM  15      - 3,583,985.349   676,467.306   MT  0.99998403   +1 00 17.4
 CP1342
 CP1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1342!SPC LA N     -   1.00000009  x   0.99994704  =   0.99994713
 CP1342!SPC MS W     -   1.00000009  x   1.00001826  =   1.00001835
 CP1342!UTM  15      -   1.00000009  x   0.99998403  =   0.99998412
 CP1342
 CP1342                          SUPERSEDED SURVEY CONTROL
 CP1342
 CP1342  NAD 83(1992)-  32 22 44.14242(N)    091 07 26.85057(W) AD(       ) 2
 CP1342  NAD 83(1986)-  32 22 44.14704(N)    091 07 26.84909(W) AD(       ) 2
 CP1342  NAD 27      -  32 22 43.62710(N)    091 07 26.45790(W) AD(       ) 2
 CP1342  NGVD 29 (??/??/??)   25.917  (m)           85.03   (f) ADJUSTED    1 1
 CP1342
 CP1342.Superseded values are not recommended for survey control.
 CP1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1342.See file dsdata.txt to determine how the superseded data were derived.
 CP1342
 CP1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7646783985(NAD 83)
 CP1342_MARKER: P = PIPE CAP
 CP1342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1342_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1342_STAMPING: BM L 23 1 1930 85
 CP1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1342
 CP1342  HISTORY     - Date     Condition        Report By
 CP1342  HISTORY     - 1959     MONUMENTED       USE
 CP1342  HISTORY     - 1968     GOOD             NGS
 CP1342
 CP1342                          STATION DESCRIPTION
 CP1342
 CP1342'DESCRIBED BY US ENGINEERS 1959 (OSR)
 CP1342'THE STATION IS ABOUT 6-1/2 MILES SOUTH-SOUTHEAST OF MANSFORD,
 CP1342'4 MILES EAST AND 2 MILES SOUTH OF TALLULAH, 3 MILES WEST
 CP1342'AND 1-1/2 MILES SOUTH OF THOMASTOWN, 170 FEET WEST OF THE
 CP1342'CENTER OF A NORTH-SOUTH GRAVEL ROAD, 98 FEET SOUTH OF THE
 CP1342'SOUTH RAIL OF RAILROAD TRACKS AND 48 FEET NORTH OF THE NORTHWEST
 CP1342'CORNER OF A FRAME HOUSE.  A SECOND ORDER TRAVERSE CONNECTION
 CP1342'WAS MADE FROM TRIANGULATION STATION BARNES AND THE DISTANCE
 CP1342'IS 59.941 METERS AND OR (196.66) FEET SOUTHWEST OF THE
 CP1342'STATION.
 CP1342'
 CP1342'THE MARK IS A STANDARD U.S. CORPS OF ENGINEERS DISK, STAMPED
 CP1342'L 23 1 1930, IT IS A BRONZE DISK BOLTED TO THE TOP OF A 2
 CP1342'INCH IRON PIPE PROJECTING 10 INCHES.
 CP1342
 CP1342                          STATION RECOVERY (1968)
 CP1342
 CP1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1342'4.2 MI E FROM TALLULAH.
 CP1342'4.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1342'AT TALLULAH, 0.15 MILE EAST OF MILEPOST 13, 98 1/2 FEET SOUTH OF THE
 CP1342'SOUTH RAIL, 48 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE, 140 FEET
 CP1342'SOUTH AND ACROSS THE TRACK FROM BARNES RM 2, ABOUT 4 FEET BELOW THE
 CP1342'LEVEL OF THE TRACK, A U.S. ENGINEERS CAP ON THE TOP OF A 3 1/2-INCH
 CP1342'IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1342'1/4, SEC 10, T 16N, R 13E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4762 ***********************************************************************
 DG4762  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4762  DESIGNATION -  L 23 26
 DG4762  PID         -  DG4762
 DG4762  STATE/COUNTY-  LA/MADISON
 DG4762  USGS QUAD   -  MOUND (1973)
 DG4762
 DG4762                         *CURRENT SURVEY CONTROL
 DG4762  ___________________________________________________________________
 DG4762* NAD 83(1992)-  32 22 14.67286(N)    091 01 27.30049(W)     ADJUSTED  
 DG4762* NAVD 88     -        26.72   (meters)      87.7    (feet)  GPS OBS   
 DG4762  ___________________________________________________________________
 DG4762  X           -     -96,388.012 (meters)                     COMP
 DG4762  Y           -  -5,391,298.285 (meters)                     COMP
 DG4762  Z           -   3,395,225.451 (meters)                     COMP
 DG4762  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG4762  ELLIP HEIGHT-           0.16  (meters)          (03/17/04) GPS OBS
 DG4762  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG4762
 DG4762  HORZ ORDER  -  FIRST
 DG4762  ELLP ORDER  -  FOURTH    CLASS II
 DG4762
 DG4762.The horizontal coordinates were established by GPS observations
 DG4762.and adjusted by the National Geodetic Survey in March 2004..
 DG4762
 DG4762.The orthometric height was determined by GPS observations and a
 DG4762.high-resolution geoid model using precise GPS observation and
 DG4762.processing techniques.
 DG4762
 DG4762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4762
 DG4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4762
 DG4762.The ellipsoidal height was determined by GPS observations
 DG4762.and is referenced to NAD 83.
 DG4762
 DG4762.The geoid height was determined by GEOID03.
 DG4762
 DG4762;                    North         East     Units Scale Factor Converg.
 DG4762;SPC LA N     -   208,366.660 1,138,872.402   MT  0.99994590   +0 46 48.8
 DG4762;SPC LA N     -   683,616.28  3,736,450.54   sFT  0.99994590   +0 46 48.8
 DG4762;UTM  15      - 3,583,247.209   685,881.144   MT  1.00002609   +1 03 29.2
 DG4762
 DG4762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4762!SPC LA N     -   0.99999997  x   0.99994590  =   0.99994587
 DG4762!UTM  15      -   0.99999997  x   1.00002609  =   1.00002606
 DG4762
 DG4762                          SUPERSEDED SURVEY CONTROL
 DG4762
 DG4762.No superseded survey control is available for this station.
 DG4762
 DG4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8588183247(NAD 83)
 DG4762_MARKER: DD = SURVEY DISK
 DG4762_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG4762_STAMPING: B-M-L-23-26
 DG4762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4762+STABILITY: POSITION/ELEVATION WELL
 DG4762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4762+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DG4762
 DG4762  HISTORY     - Date     Condition        Report By
 DG4762  HISTORY     - UNK      MONUMENTED
 DG4762  HISTORY     - 20030218 SEE DESCRIPTION  PYBURN
 DG4762  HISTORY     - 20030806 SEE DESCRIPTION  EMCINC
 DG4762
 DG4762                          STATION DESCRIPTION
 DG4762
 DG4762'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2003 (CT)
 DG4762'THE STATION IS LOCATED 10 MILES WEST OF VICKSBURG, MS,10 MILES E/SE OF
 DG4762'TALLULAH, LA, AND 2.2 MILES NORTH OF MOUND, LAOWNERSHIP IS BY USCOETO
 DG4762'REACH THE STATION FROM THE MISSISSIPPI RIVER BRIDGE IN VICKSBURG,
 DG4762'MISSISSIPPIPROCEED WEST ACROSS THE MISSISSIPPI RIVER BRIDGE ON
 DG4762'INTERSTATE 1-20,PROCEED APPROXIMATELY 8 MILES WEST  ON I-20 TO ITS
 DG4762'INTERSECTION WITH MADISON PARISHROAD NUMBER 602.  EXIT I-20 AND
 DG4762'PROCEED 0.4 MILES NORTH ON 602 TO ITS INTERSECTION WITH U.S. ROUTE 80.
 DG4762'CONTINUE 1.2 MILES NORTH ON 602 TO THE MISSISSIPPI LEVEE.  PROCEED TO
 DG4762'THE TOP OFTHE LEVEE AND PROCEED 1.1 MILES UPSTREAM/NORTHWESTERLY ALONG
 DG4762'THE LEVEE TOLEVEE MARKER STATION 3055 AND THE STATION ON THE LEFT.THE
 DG4762'STATION IS LOCATED AT THE PROTECTED SIDE TOEOF THE MISSISSIPPI RIVER
 DG4762'AT LEVEE STATION 3055.  THE STATION IS 100 FEET SOUTHWEST OF
 DG4762'HECENTERLINE OF THE LEVEE, 6 FEET NORTHEAST OF THE FENCELINE RUNNING
 DG4762'ALONG THE TOE OFTHE LEVEE.THE STATION IS PROTECTED BY FOUR 2 INCH
 DG4762'METAL PIPES SURROUNDING THE MONUMENT. THE MARKIS A 2 INCH BRASS CAP
 DG4762'ATTACHED TO THE TOP OF A DEEP ROD, THE CAP IS RECESSED INSIDE OF A3
 DG4762'1/2 INCH IRON PIPE.TO OCCUPY THE BRASS CAP THE 3 1/2 INCH METAL CAP
 DG4762'MUST BE REMOVED.  THE 3 1/2 INCHMETAL CAP ISSTAMPED B-M-L-23-26.  THE
 DG4762'2 INCH BRASS CAP ATTACHED TO THE DEEP ROD IS NOT STAMPED.
 DG4762' 
 DG4762'
 DG4762
 DG4762                          STATION RECOVERY (2003)
 DG4762
 DG4762'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DG4762'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DG4762'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1355 ***********************************************************************
 CP1355  DESIGNATION -  L 23 3 CAP
 CP1355  PID         -  CP1355
 CP1355  STATE/COUNTY-  LA/MADISON
 CP1355  USGS QUAD   -  TALLULAH (1994)
 CP1355
 CP1355                         *CURRENT SURVEY CONTROL
 CP1355  ___________________________________________________________________
 CP1355* NAD 83(1986)-  32 24 27.     (N)    091 11 12.     (W)     SCALED    
 CP1355* NAVD 88     -        26.409  (meters)      86.64   (feet)  ADJUSTED  
 CP1355  ___________________________________________________________________
 CP1355  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP1355  DYNAMIC HT  -          26.379 (meters)      86.55  (feet)  COMP
 CP1355  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CP1355
 CP1355  VERT ORDER  -  FIRST     CLASS I
 CP1355
 CP1355.The horizontal coordinates were scaled from a topographic map and have
 CP1355.an estimated accuracy of +/- 6 seconds.
 CP1355
 CP1355.The orthometric height was determined by differential leveling
 CP1355.and adjusted by the National Geodetic Survey in June 1991..
 CP1355
 CP1355.The geoid height was determined by GEOID03.
 CP1355
 CP1355.The dynamic height is computed by dividing the NAVD 88
 CP1355.geopotential number by the normal gravity value computed on the
 CP1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1355.degrees latitude (g = 980.6199 gals.).
 CP1355
 CP1355.The modeled gravity was interpolated from observed gravity values.
 CP1355
 CP1355;                    North         East    Units  Estimated Accuracy
 CP1355;SPC LA N     -   212,250.    1,123,540.      MT  (+/- 180 meters Scaled)
 CP1355
 CP1355                          SUPERSEDED SURVEY CONTROL
 CP1355
 CP1355  NGVD 29 (??/??/??)   26.413  (m)           86.66   (f) ADJUSTED    1 1
 CP1355
 CP1355.Superseded values are not recommended for survey control.
 CP1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1355.See file dsdata.txt to determine how the superseded data were derived.
 CP1355
 CP1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR705870(NAD 83)
 CP1355_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1355_STAMPING: BM L 23 3 1930 87
 CP1355_MARK LOGO: USE   
 CP1355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1355
 CP1355  HISTORY     - Date     Condition        Report By
 CP1355  HISTORY     - 1930     MONUMENTED       DOD
 CP1355  HISTORY     - 1968     GOOD             NGS
 CP1355  HISTORY     - 19870115 GOOD             LADTD
 CP1355  HISTORY     - 20050318 GOOD             USPSQD
 CP1355
 CP1355                          STATION DESCRIPTION
 CP1355
 CP1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1355'IN TALLULAH.
 CP1355'AT TALLULAH, AT THE SOUTHEAST CORNER OF THE COURTHOUSE LAWN, 129 1/2
 CP1355'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 115 FEET
 CP1355'NORTH AND ACROSS SNYDER STREET FROM THE NORTH RAIL OF THE ILLINOIS
 CP1355'CENTRAL RAILROAD, 36 FEET NORTH OF THE CENTER LINE OF SNYDER STREET,
 CP1355'33 FEET WEST OF THE CENTER LINE OF CEDAR STREET, 3 1/2 FEET NORTH OF
 CP1355'THE NORTH EDGE OF AN EAST-WEST SIDEWALK, 3 FEET WEST OF THE WEST EDGE
 CP1355'OF A NORTHSOUTH SIDEWALK, 3 1/2 FEET NORTHWEST OF A STEEL LIGHT POST,
 CP1355'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREETS, A U.S. ENGINEERS CAP ON
 CP1355'THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 2 1/2 INCHES ABOVE
 CP1355'THE LEVEL OF THE GROUND.  1/4, SEC 36, T 17N, R 12E.
 CP1355
 CP1355                          STATION RECOVERY (1987)
 CP1355
 CP1355'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP1355'THE MARK IS LOCATED AT THE SOUTHEAST CORNER OF THE COURTHOUSE IN
 CP1355'TALLULAH, 39.5 M (129.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CP1355'COURTHOUSE, 35.1 M (115.2 FT) NORTH AND ACROSS SNYDER STREET FROM THE
 CP1355'NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 11 M (36.1 FT) NORTH OF
 CP1355'THE CENTER OF SNYDER STREET, 10.1 M (33.1 FT) WEST OF THE CENTER OF
 CP1355'CEDAR STREET, 1.1 M (3.6 FT) NORTH OF THE NORTH EDGE OF AN EAST-WEST
 CP1355'SIDEWALK, 0.9 M (3.0 FT) WEST OF THE WEST EDGE OF A NORTH-SOUTH
 CP1355'SIDEWALK.  IT WAS ALSO NOTED AT THE TIME OF LEVELING THAT THE BOLT
 CP1355'COULD NOT BE FOUND IN THE UNDERGROUND MARK.
 CP1355
 CP1355                          STATION RECOVERY (2005)
 CP1355
 CP1355'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0667 ***********************************************************************
 BX0667  DESIGNATION -  L 230
 BX0667  PID         -  BX0667
 BX0667  STATE/COUNTY-  LA/GRANT
 BX0667  USGS QUAD   -  BALL (1993)
 BX0667
 BX0667                         *CURRENT SURVEY CONTROL
 BX0667  ___________________________________________________________________
 BX0667* NAD 83(1986)-  31 27 38.     (N)    092 24 33.     (W)     SCALED    
 BX0667* NAVD 88     -        60.21   (+/-2cm)     197.5    (feet)  VERTCON   
 BX0667  ___________________________________________________________________
 BX0667  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX0667
 BX0667  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0667
 BX0667.The horizontal coordinates were scaled from a topographic map and have
 BX0667.an estimated accuracy of +/- 6 seconds.
 BX0667
 BX0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0667.The vertical order pertains to the NGVD 29 superseded value.
 BX0667
 BX0667.The geoid height was determined by GEOID03.
 BX0667
 BX0667;                    North         East    Units  Estimated Accuracy
 BX0667;SPC LA N     -   106,510.    1,008,630.      MT  (+/- 180 meters Scaled)
 BX0667
 BX0667                          SUPERSEDED SURVEY CONTROL
 BX0667
 BX0667  NGVD 29 (??/??/??)   60.198  (m)          197.50   (f) ADJUSTED    1 2
 BX0667
 BX0667.Superseded values are not recommended for survey control.
 BX0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0667.See file dsdata.txt to determine how the superseded data were derived.
 BX0667
 BX0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561807(NAD 83)
 BX0667_MARKER: DB = BENCH MARK DISK
 BX0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0667_SP_SET: CATTLE GUARD
 BX0667_STAMPING: L 230 1965
 BX0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0667
 BX0667  HISTORY     - Date     Condition        Report By
 BX0667  HISTORY     - 1965     MONUMENTED       CGS
 BX0667  HISTORY     - 1966     GOOD             CGS
 BX0667
 BX0667                          STATION DESCRIPTION
 BX0667
 BX0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0667'4.75 MI S FROM POLLOCK.
 BX0667'ABOUT 4.75 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0667'POLLOCK, IN SECTION 31, T 6 N, R 1 E, ABOUT 0.1 MILE WEST OF THE
 BX0667'WAYSIDE BAPTIST CHURCH, ABOUT 121 YARDS WEST OF THE CENTER LINE OF THE
 BX0667'HIGHWAY, 15 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 768, SET IN
 BX0667'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE RETAINING WALL AROUND
 BX0667'A CATTLE GUARD IN THE STATE HIGHWAY, ABOUT 75 YARDS WEST OF A GAS
 BX0667'METER FOR THE SOUTHERN LOUISIANA GAS LINE, AND ABOUT LEVEL WITH THE
 BX0667'STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0151 ***********************************************************************
 AV0151  DESIGNATION -  L 232
 AV0151  PID         -  AV0151
 AV0151  STATE/COUNTY-  LA/VERMILION
 AV0151  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0151
 AV0151                         *CURRENT SURVEY CONTROL
 AV0151  ___________________________________________________________________
 AV0151* NAD 83(1986)-  29 34 57.     (N)    092 04 36.     (W)     SCALED    
 AV0151* NAVD 88     -         1.48   (+/-2cm)       4.9    (feet)  VERTCON   
 AV0151  ___________________________________________________________________
 AV0151  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AV0151
 AV0151  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0151
 AV0151.The horizontal coordinates were scaled from a topographic map and have
 AV0151.an estimated accuracy of +/- 6 seconds.
 AV0151
 AV0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0151.The vertical order pertains to the NGVD 29 superseded value.
 AV0151
 AV0151.The geoid height was determined by GEOID03.
 AV0151
 AV0151;                    North         East    Units  Estimated Accuracy
 AV0151;SPC LA S     -   120,220.      927,980.      MT  (+/- 180 meters Scaled)
 AV0151
 AV0151                          SUPERSEDED SURVEY CONTROL
 AV0151
 AV0151  NGVD 29 (??/??/??)    1.492  (m)            4.89   (f) ADJUSTED    1 2
 AV0151
 AV0151.Superseded values are not recommended for survey control.
 AV0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0151.See file dsdata.txt to determine how the superseded data were derived.
 AV0151
 AV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN894728(NAD 83)
 AV0151_MARKER: DB = BENCH MARK DISK
 AV0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0151_STAMPING: L 232 1965
 AV0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0151+STABILITY: SURFACE MOTION
 AV0151
 AV0151  HISTORY     - Date     Condition        Report By
 AV0151  HISTORY     - 1965     MONUMENTED       CGS
 AV0151  HISTORY     - 1966     GOOD             CGS
 AV0151  HISTORY     - 1977     MARK NOT FOUND   NGS
 AV0151
 AV0151                          STATION DESCRIPTION
 AV0151
 AV0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0151'8.5 MI E FROM CHENIERE AU TIGRE.
 AV0151'ABOUT 8.5 MILES EAST ALONG THE SHORELINE FROM THE CEMETERY AT CHENIERE
 AV0151'AU TIGRE, IN SECTION 7, T 17 S, R 4 E, AT THE EDGE OF THE MARSH, 240
 AV0151'FEET EAST OF A LARGE PIPELINE SIGN, 100 FEET NORTH OF THE HIGHWATER
 AV0151'LINE, 2.5 FEET NORTH OF A WOODEN WITNESS POST, A DISK SET IN THE TOP
 AV0151'OF A 5-INCH CAST IRON PIPE THAT IS FILLED WITH CONCRETE AND WHICH
 AV0151'PROJECTS 16 INCHES.
 AV0151
 AV0151                          STATION RECOVERY (1977)
 AV0151
 AV0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AV0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0157 ***********************************************************************
 BJ0157  DESIGNATION -  L 234
 BJ0157  PID         -  BJ0157
 BJ0157  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0157  USGS QUAD   -  SIMMESPORT (1969)
 BJ0157
 BJ0157                         *CURRENT SURVEY CONTROL
 BJ0157  ___________________________________________________________________
 BJ0157* NAD 83(1986)-  30 57 49.     (N)    091 47 52.     (W)     SCALED    
 BJ0157* NAVD 88     -        13.103  (meters)      42.99   (feet)  ADJUSTED  
 BJ0157  ___________________________________________________________________
 BJ0157  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0157  DYNAMIC HT  -          13.086 (meters)      42.93  (feet)  COMP
 BJ0157  MODELED GRAV-     979,386.5   (mgal)                       NAVD 88
 BJ0157
 BJ0157  VERT ORDER  -  FIRST     CLASS I
 BJ0157
 BJ0157.The horizontal coordinates were scaled from a topographic map and have
 BJ0157.an estimated accuracy of +/- 6 seconds.
 BJ0157
 BJ0157.The orthometric height was determined by differential leveling
 BJ0157.and adjusted by the National Geodetic Survey in February 1994..
 BJ0157
 BJ0157.The geoid height was determined by GEOID03.
 BJ0157
 BJ0157.The dynamic height is computed by dividing the NAVD 88
 BJ0157.geopotential number by the normal gravity value computed on the
 BJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0157.degrees latitude (g = 980.6199 gals.).
 BJ0157
 BJ0157.The modeled gravity was interpolated from observed gravity values.
 BJ0157
 BJ0157;                    North         East    Units  Estimated Accuracy
 BJ0157;SPC LA S     -   273,180.      955,620.      MT  (+/- 180 meters Scaled)
 BJ0157
 BJ0157                          SUPERSEDED SURVEY CONTROL
 BJ0157
 BJ0157  NAVD 88 (06/15/91)   13.129  (m)           43.07   (f) UNKNOWN     1 1
 BJ0157  NGVD 29 (??/??/??)   13.083  (m)           42.92   (f) ADJUSTED    1 1
 BJ0157
 BJ0157.Superseded values are not recommended for survey control.
 BJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0157.See file dsdata.txt to determine how the superseded data were derived.
 BJ0157
 BJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ148261(NAD 83)
 BJ0157_MARKER: DB = BENCH MARK DISK
 BJ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0157_STAMPING: L 234 1965
 BJ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0157+STABILITY: SURFACE MOTION
 BJ0157
 BJ0157  HISTORY     - Date     Condition        Report By
 BJ0157  HISTORY     - 1965     MONUMENTED       CGS
 BJ0157  HISTORY     - 1966     GOOD             CGS
 BJ0157  HISTORY     - 1976     GOOD             NGS
 BJ0157  HISTORY     - 20040515 MARK NOT FOUND   USPSQD
 BJ0157
 BJ0157                          STATION DESCRIPTION
 BJ0157
 BJ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0157'1.9 MI S FROM SIMMESPORT.
 BJ0157'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ0157'SIMMESPORT, THENCE 1.1 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ0157'35, T 1 S, R 7 E, 43 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0157'60 FEET WEST OF THE SOUTHWEST CORNER OF AN UNPAINTED HOUSE, 25 1/2
 BJ0157'FEET WEST OF A LONE OAK TREE, 20 FEET SOUTH OF THE CENTER OF A WIRE
 BJ0157'GATE AND THE CENTER LINE OF A DRIVEWAY, 1 FOOT WEST OF A FENCE, ABOUT
 BJ0157'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BJ0157'PROJECTING 3 INCHES.
 BJ0157
 BJ0157                          STATION RECOVERY (1976)
 BJ0157
 BJ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0157'1.1 MI SOUTH ALONG STATE HIGHWAY 417 FROM THE JUNCTION OF STATE
 BJ0157'HIGHWAY 418, 41 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FT SOUTH
 BJ0157'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 26 FT WEST OF A 36 INCH OAK
 BJ0157'TREE, 13.1 FT NORTH OF A BURIED TELEPHONE CABLE JUNCTION BOX (NOTE)
 BJ0157'CONCRETE POST HAS BEEN HIT AND IS LEANING SLIGHTLY TO THE SOUTHEAST
 BJ0157'BUT APPEARS SOLID
 BJ0157
 BJ0157                          STATION RECOVERY (2004)
 BJ0157
 BJ0157'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0157'MARK NOT FOUND.  THE CONCRETE POST REFERRED TO IN 1976 IS NO LONGER
 BJ0157'THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2706 ***********************************************************************
 BJ2706  DESIGNATION -  L 235
 BJ2706  PID         -  BJ2706
 BJ2706  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2706  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2706
 BJ2706                         *CURRENT SURVEY CONTROL
 BJ2706  ___________________________________________________________________
 BJ2706* NAD 83(1986)-  30 52 29.     (N)    091 47 27.     (W)     SCALED    
 BJ2706* NAVD 88     -        12.88   (+/-2cm)      42.3    (feet)  VERTCON   
 BJ2706  ___________________________________________________________________
 BJ2706  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ2706
 BJ2706  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2706
 BJ2706.The horizontal coordinates were scaled from a topographic map and have
 BJ2706.an estimated accuracy of +/- 6 seconds.
 BJ2706
 BJ2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2706.The vertical order pertains to the NGVD 29 superseded value.
 BJ2706
 BJ2706.The geoid height was determined by GEOID03.
 BJ2706
 BJ2706;                    North         East    Units  Estimated Accuracy
 BJ2706;SPC LA S     -   263,320.      956,250.      MT  (+/- 180 meters Scaled)
 BJ2706
 BJ2706                          SUPERSEDED SURVEY CONTROL
 BJ2706
 BJ2706  NGVD 29 (??/??/??)   12.866  (m)           42.21   (f) ADJUSTED    1 2
 BJ2706
 BJ2706.Superseded values are not recommended for survey control.
 BJ2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2706.See file dsdata.txt to determine how the superseded data were derived.
 BJ2706
 BJ2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ155163(NAD 83)
 BJ2706_MARKER: DB = BENCH MARK DISK
 BJ2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2706_STAMPING: L 235 1966
 BJ2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2706+STABILITY: SURFACE MOTION
 BJ2706
 BJ2706  HISTORY     - Date     Condition        Report By
 BJ2706  HISTORY     - 1966     MONUMENTED       CGS
 BJ2706
 BJ2706                          STATION DESCRIPTION
 BJ2706
 BJ2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2706'8.05 MI S FROM SIMMESPORT.
 BJ2706'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2706'SIMMESPORT, THENCE 7.25 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ2706'21, T 2 S, R 7 E, ABOUT 0.4 MILE NORTH OF THE RODGERS STORE AND THE
 BJ2706'JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 141 FEET WEST OF THE
 BJ2706'NORTHWEST CORNER OF THE MT. SALEM BAPTIST CHURCH, 54 FEET EAST OF THE
 BJ2706'CENTER LINE OF THE ROAD, 58 FEET NORTH OF A GATE IN A FENCE, 1 1/2
 BJ2706'FEET WEST OF THE FENCE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 BJ2706'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BJ2706'POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1542 ***********************************************************************
 BW1542  DESIGNATION -  L 236
 BW1542  PID         -  BW1542
 BW1542  STATE/COUNTY-  LA/CATAHOULA
 BW1542  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1542
 BW1542                         *CURRENT SURVEY CONTROL
 BW1542  ___________________________________________________________________
 BW1542* NAD 83(1986)-  31 37 09.     (N)    091 49 06.     (W)     SCALED    
 BW1542* NAVD 88     -        20.70   (+/-2cm)      67.9    (feet)  VERTCON   
 BW1542  ___________________________________________________________________
 BW1542  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1542
 BW1542  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1542
 BW1542.The horizontal coordinates were scaled from a topographic map and have
 BW1542.an estimated accuracy of +/- 6 seconds.
 BW1542
 BW1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1542.The vertical order pertains to the NGVD 29 superseded value.
 BW1542
 BW1542.The geoid height was determined by GEOID03.
 BW1542
 BW1542;                    North         East    Units  Estimated Accuracy
 BW1542;SPC LA N     -   124,290.    1,064,670.      MT  (+/- 180 meters Scaled)
 BW1542
 BW1542                          SUPERSEDED SURVEY CONTROL
 BW1542
 BW1542  NGVD 29 (??/??/92)   20.696  (m)           67.90   (f) ADJ UNCH    1 2
 BW1542
 BW1542.Superseded values are not recommended for survey control.
 BW1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1542.See file dsdata.txt to determine how the superseded data were derived.
 BW1542
 BW1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ120988(NAD 83)
 BW1542_MARKER: DB = BENCH MARK DISK
 BW1542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1542_SP_SET: WALL
 BW1542_STAMPING: L 236 1966
 BW1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1542
 BW1542  HISTORY     - Date     Condition        Report By
 BW1542  HISTORY     - 1966     MONUMENTED       CGS
 BW1542  HISTORY     - 1966     GOOD             NGS
 BW1542
 BW1542                          STATION DESCRIPTION
 BW1542
 BW1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1542'0.45 MI SW FROM JONESVILLE.
 BW1542'0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF THE
 BW1542'U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION
 BW1542'37, T 8 N, R 6 E, ABOUT 13 RAILS EAST OF THE LOUISIANA AND ARKANSAS
 BW1542'RAILWAY STATION, ABOUT 6 RAILS EAST OF THE OVERPASS OF FRONT STREET,
 BW1542'ABOUT 6 RAILS WEST OF THE WEST END OF A STEEL-GIRDERED BRIDGE OVER THE
 BW1542'BLACK RIVER, 8 FEET NORTH OF THE NORTH RAIL, 9 1/2 FEET NORTH OF THE
 BW1542'SOUTH END OF A CONCRETE FLOODWALL, SET IN THE TOP AND NEAR THE SOUTH
 BW1542'END OF THE CONCRETE FLOODWALL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 BW1542'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0646 ***********************************************************************
 BX0646  DESIGNATION -  L 237
 BX0646  PID         -  BX0646
 BX0646  STATE/COUNTY-  LA/RAPIDES
 BX0646  USGS QUAD   -  ALEXANDRIA (1992)
 BX0646
 BX0646                         *CURRENT SURVEY CONTROL
 BX0646  ___________________________________________________________________
 BX0646* NAD 83(1986)-  31 21 04.     (N)    092 24 48.     (W)     SCALED    
 BX0646* NAVD 88     -        53.88   (+/-2cm)     176.8    (feet)  VERTCON   
 BX0646  ___________________________________________________________________
 BX0646  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX0646
 BX0646  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0646
 BX0646.The horizontal coordinates were scaled from a topographic map and have
 BX0646.an estimated accuracy of +/- 6 seconds.
 BX0646
 BX0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0646.The vertical order pertains to the NGVD 29 superseded value.
 BX0646
 BX0646.The geoid height was determined by GEOID03.
 BX0646
 BX0646;                    North         East    Units  Estimated Accuracy
 BX0646;SPC LA N     -    94,370.    1,008,250.      MT  (+/- 180 meters Scaled)
 BX0646
 BX0646                          SUPERSEDED SURVEY CONTROL
 BX0646
 BX0646  NGVD 29 (??/??/??)   53.864  (m)          176.72   (f) ADJUSTED    1 2
 BX0646
 BX0646.Superseded values are not recommended for survey control.
 BX0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0646.See file dsdata.txt to determine how the superseded data were derived.
 BX0646
 BX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ558686(NAD 83)
 BX0646_MARKER: DB = BENCH MARK DISK
 BX0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0646_STAMPING: L 237 1966
 BX0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0646+STABILITY: SURFACE MOTION
 BX0646
 BX0646  HISTORY     - Date     Condition        Report By
 BX0646  HISTORY     - 1966     MONUMENTED       CGS
 BX0646
 BX0646                          STATION DESCRIPTION
 BX0646
 BX0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0646'2.45 MI NE FROM PINEVILLE.
 BX0646'ABOUT 2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0646'THE POST OFFICE AT PINEVILLE, THENCE ABOUT 70 YARDS EAST ALONG
 BX0646'EDGEWOOD DRIVE TO THE ENTRANCE TO THE MRS. RONALD POWELL RESIDENCE
 BX0646'WHICH IS HOUSE NUMBER 1049, 231 FEET SOUTH OF THE CENTER LINE OF
 BX0646'EDGEWOOD DRIVE, 76 1/2 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 BX0646'37 1/2 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, AT A SLIGHT ANGLE
 BX0646'IN A FENCE LINE, ABOUT IN LINE WITH THE NORTH SIDE OF A PORCH ON THE
 BX0646'NORTH SIDE OF THE HOUSE, 2 FEET EAST OF A FENCE CORNER, ABOUT 6 INCHES
 BX0646'BELOW THE LEVEL OF THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0646'PROJECTING 5 INCHES.  NOTE-- THIS BENCH MARK IS ABOUT 0.25 MILE EAST
 BX0646'OF TRIANGULATION STATION RINGGOLD 1934 AND CAN BE USED FOR AN AZIMUTH
 BX0646'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0858 ***********************************************************************
 BX0858  DESIGNATION -  L 238
 BX0858  PID         -  BX0858
 BX0858  STATE/COUNTY-  LA/AVOYELLES
 BX0858  USGS QUAD   -  EFFIE (1983)
 BX0858
 BX0858                         *CURRENT SURVEY CONTROL
 BX0858  ___________________________________________________________________
 BX0858* NAD 83(1986)-  31 07 39.     (N)    092 11 16.     (W)     SCALED    
 BX0858* NAVD 88     -        18.801  (meters)      61.68   (feet)  ADJUSTED  
 BX0858  ___________________________________________________________________
 BX0858  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BX0858  DYNAMIC HT  -          18.777 (meters)      61.60  (feet)  COMP
 BX0858  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 BX0858
 BX0858  VERT ORDER  -  FIRST     CLASS I
 BX0858
 BX0858.The horizontal coordinates were scaled from a topographic map and have
 BX0858.an estimated accuracy of +/- 6 seconds.
 BX0858
 BX0858.The orthometric height was determined by differential leveling
 BX0858.and adjusted by the National Geodetic Survey in February 1994..
 BX0858
 BX0858.The geoid height was determined by GEOID03.
 BX0858
 BX0858.The dynamic height is computed by dividing the NAVD 88
 BX0858.geopotential number by the normal gravity value computed on the
 BX0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0858.degrees latitude (g = 980.6199 gals.).
 BX0858
 BX0858.The modeled gravity was interpolated from observed gravity values.
 BX0858
 BX0858;                    North         East    Units  Estimated Accuracy
 BX0858;SPC LA N     -    69,620.    1,029,780.      MT  (+/- 180 meters Scaled)
 BX0858
 BX0858                          SUPERSEDED SURVEY CONTROL
 BX0858
 BX0858  NAVD 88 (06/15/91)   18.806  (m)           61.70   (f) UNKNOWN     1 1
 BX0858  NGVD 29 (??/??/??)   18.772  (m)           61.59   (f) ADJUSTED    1 1
 BX0858
 BX0858.Superseded values are not recommended for survey control.
 BX0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0858.See file dsdata.txt to determine how the superseded data were derived.
 BX0858
 BX0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ774440(NAD 83)
 BX0858_MARKER: DB = BENCH MARK DISK
 BX0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0858_SP_SET: CULVERT
 BX0858_STAMPING: L 238 1966
 BX0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0858
 BX0858  HISTORY     - Date     Condition        Report By
 BX0858  HISTORY     - 1966     MONUMENTED       CGS
 BX0858  HISTORY     - 1977     GOOD             NGS
 BX0858
 BX0858                          STATION DESCRIPTION
 BX0858
 BX0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0858'3.55 MI NE FROM ECHO.
 BX0858'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0858'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, IN SECTION 20, T
 BX0858'2 N, R 3 E, 236.0 FEET NORTHEAST OF BENCH MARK P.B.M. KATIE (USE), 15
 BX0858'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE CENTER OF
 BX0858'THE TOP OF THE SOUTHEAST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT,
 BX0858'49 1/2 FEET NORTHEAST OF A POWER POLE, AND ABOUT LEVEL WITH THE ROAD.
 BX0858
 BX0858                          STATION RECOVERY (1977)
 BX0858
 BX0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0797 ***********************************************************************
 BX0797  DESIGNATION -  L 239
 BX0797  PID         -  BX0797
 BX0797  STATE/COUNTY-  LA/AVOYELLES
 BX0797  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0797
 BX0797                         *CURRENT SURVEY CONTROL
 BX0797  ___________________________________________________________________
 BX0797* NAD 83(1986)-  31 05 54.     (N)    092 03 51.     (W)     SCALED    
 BX0797* NAVD 88     -        24.338  (meters)      79.85   (feet)  ADJUSTED  
 BX0797  ___________________________________________________________________
 BX0797  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BX0797  DYNAMIC HT  -          24.308 (meters)      79.75  (feet)  COMP
 BX0797  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 BX0797
 BX0797  VERT ORDER  -  FIRST     CLASS I
 BX0797
 BX0797.This mark is at Marksville Airport (LA26)
 BX0797
 BX0797.The horizontal coordinates were scaled from a topographic map and have
 BX0797.an estimated accuracy of +/- 6 seconds.
 BX0797
 BX0797.The orthometric height was determined by differential leveling
 BX0797.and adjusted by the National Geodetic Survey in February 1994..
 BX0797
 BX0797.The geoid height was determined by GEOID03.
 BX0797
 BX0797.The dynamic height is computed by dividing the NAVD 88
 BX0797.geopotential number by the normal gravity value computed on the
 BX0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0797.degrees latitude (g = 980.6199 gals.).
 BX0797
 BX0797.The modeled gravity was interpolated from observed gravity values.
 BX0797
 BX0797;                    North         East    Units  Estimated Accuracy
 BX0797;SPC LA N     -    66,430.    1,041,580.      MT  (+/- 180 meters Scaled)
 BX0797
 BX0797                          SUPERSEDED SURVEY CONTROL
 BX0797
 BX0797  NAVD 88 (06/15/91)   24.354  (m)           79.90   (f) UNKNOWN     1 1
 BX0797  NGVD 29 (??/??/??)   24.313  (m)           79.77   (f) ADJUSTED    1 1
 BX0797
 BX0797.Superseded values are not recommended for survey control.
 BX0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0797.See file dsdata.txt to determine how the superseded data were derived.
 BX0797
 BX0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ892408(NAD 83)
 BX0797_MARKER: DB = BENCH MARK DISK
 BX0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0797_SP_SET: CONCRETE POST
 BX0797_STAMPING: L 239 1966
 BX0797_MARK LOGO: CGS   
 BX0797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0797+STABILITY: SURFACE MOTION
 BX0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0797+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX0797
 BX0797  HISTORY     - Date     Condition        Report By
 BX0797  HISTORY     - 1966     MONUMENTED       CGS
 BX0797  HISTORY     - 1977     GOOD             NGS
 BX0797  HISTORY     - 19861231 GOOD             LADTD
 BX0797  HISTORY     - 20040204 GOOD             USPSQD
 BX0797
 BX0797                          STATION DESCRIPTION
 BX0797
 BX0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0797'2.45 MI SE FROM MARKSVILLE.
 BX0797'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0797'AT MARKSVILLE, THENCE 1.8 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0797'RAILROAD AND STATE HIGHWAY 1, THENCE 0.2 MILE NORTHWEST ALONG A PAVED
 BX0797'ROAD, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD TO A METAL
 BX0797'HANGAR AT THE MARKSVILLE MUNICIPAL AIRPORT, 62 FEET SOUTHEAST OF THE
 BX0797'CENTER LINE OF THE ROAD, 61 FEET SOUTHWEST OF A POWER POLE SUPPORTING
 BX0797'A METER, 15 1/2 FEET SOUTHEAST OF A GASOLINE PUMP, 2.0 FEET NORTH OF
 BX0797'THE WEST CORNER OF THE HANGAR, AND SET IN THE TOP OF A CONCRETE POST
 BX0797'PROJECTING 8 INCHES.  NOTE-- THIS BENCH MARK IS ABOUT 113 YARDS
 BX0797'NORTHEAST OF BENCH MARK M 239 1966.
 BX0797
 BX0797                          STATION RECOVERY (1977)
 BX0797
 BX0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0797'RECOVERED IN GOOD CONDITION.
 BX0797
 BX0797                          STATION RECOVERY (1986)
 BX0797
 BX0797'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BX0797'ABOUT 0.6 KM (0.35 MI) SOUTH ON WASHINGTON STREET FROM THE COURTHOUSE
 BX0797'IN MARKSVILLE TO STATE HIGHWAY 1, THENCE SOUTHEAST ON STATE HIGHWAY 1
 BX0797'FOR 2.9 KM (1.80 MI) TO A PAVED ROAD ON THE RIGHT, THENCE NORTHWEST
 BX0797'(RIGHT) ON THE PAVED ROAD FOR 0.3 KM (0.20 MI) TO A GRAVEL ROAD ON THE
 BX0797'LEFT, THENCE LEFT ON THE GRAVEL ROAD TO A METAL OFFICE BUILDING ON THE
 BX0797'LEFT NEAR A METAL ENTRANCE GATE, 45.6 METERS (149.6 FT) NORTHEAST OF
 BX0797'THE CENTER OF THE ENTRANCE GATE, 38.1 METERS (125.0 FT)
 BX0797'NORTH-NORTHEAST OF THE AIRPORT BEACON, 12.5 METERS (41.0 FT) NORTH OF
 BX0797'THE NORTH CORNER OF A METAL OFFICE BUILDING, 18.9 METERS (62.0 FT)
 BX0797'SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER ATTACHED AND 18.3
 BX0797'METERS (60.0 FT) SOUTHEAST OF A BLACKTOP DRIVE LEADING INTO THE
 BX0797'AIRPORT.
 BX0797
 BX0797                          STATION RECOVERY (2004)
 BX0797
 BX0797'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1612 ***********************************************************************
 CP1612  DESIGNATION -  L 24 18
 CP1612  PID         -  CP1612
 CP1612  STATE/COUNTY-  LA/TENSAS
 CP1612  USGS QUAD   -  SOMERSET (1994)
 CP1612
 CP1612                         *CURRENT SURVEY CONTROL
 CP1612  ___________________________________________________________________
 CP1612* NAD 83(1986)-  32 09 11.     (N)    091 10 45.     (W)     SCALED    
 CP1612* NAVD 88     -        26.25   (+/-2cm)      86.1    (feet)  VERTCON   
 CP1612  ___________________________________________________________________
 CP1612  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1612
 CP1612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1612
 CP1612.The horizontal coordinates were scaled from a topographic map and have
 CP1612.an estimated accuracy of +/- 6 seconds.
 CP1612
 CP1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1612.The vertical order pertains to the NGVD 29 superseded value.
 CP1612
 CP1612.The geoid height was determined by GEOID03.
 CP1612
 CP1612;                    North         East    Units  Estimated Accuracy
 CP1612;SPC LA N     -   184,040.    1,124,590.      MT  (+/- 180 meters Scaled)
 CP1612
 CP1612                          SUPERSEDED SURVEY CONTROL
 CP1612
 CP1612  NGVD 29 (??/??/92)   26.269  (m)           86.18   (f) ADJ UNCH    2 0
 CP1612
 CP1612.Superseded values are not recommended for survey control.
 CP1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1612.See file dsdata.txt to determine how the superseded data were derived.
 CP1612
 CP1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR717588(NAD 83)
 CP1612_MARKER: DD = SURVEY DISK
 CP1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1612_STAMPING: L-24-18 1960
 CP1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1612+STABILITY: SURFACE MOTION
 CP1612
 CP1612  HISTORY     - Date     Condition        Report By
 CP1612  HISTORY     - 1960     MONUMENTED       DOD
 CP1612  HISTORY     - 1971     GOOD             LADTD
 CP1612
 CP1612                          STATION DESCRIPTION
 CP1612
 CP1612'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1612'16.2 MI NE FROM NEWELLTON.
 CP1612'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1612'SCHOOL TO THE INTERSECTION OF U. S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1612'DIRECTION ALONG U.S. HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1612'LOUISIANA HIGHWAY 605, THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1612'3.4 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 608. THENCE IN A
 CP1612'NORTHEAST DIRECTION ALONG LOUISIANA HIGHWAY 608, 2.7 MILES TO THE
 CP1612'INTERSESCTION OF A GRAVEL ROAD ON TOP OF THE MISSISSIPPI RIVER LEVEE.
 CP1612'THENCE IN A NORTHERLY DIRECTION ALONG THE GRAVEL ROAD ON TOP OF LEVEE,
 CP1612'0.7 MILE TO THE INTERSECTION WITH OLD MISSISSIPPI RIVER LEVEE. THENCE
 CP1612'CONTINUING IN A NORTHERLY DIRECTION ALONG GRAVEL ROAD ON LEVEE 1.8
 CP1612'MILES TO THE MARK.  IT IS 146.0 FEET WEST OF CENTERLINE OF LEVEE, 34.0
 CP1612'FEET SOUTH OF FENCE CORNER, 3.0 FEET WEST OF FENCE, 146.0 FEET
 CP1612'SOUTHEAST OF TRACTOR SHED WITH GAS PUMP, IN NORTHEAST CORNER OF
 CP1612'CULTIVATED FIELD ON SOMERSET PLANTATION, 30.0 FEET SOUTH OF RAMP OVER
 CP1612'LEVEE.  A STANDARD U.S. ENGINEERS DISK SET IN TOP OF A CONCRETE POST
 CP1612'PROJECTING 8 INCHES ABOVE GROUND.  A METAL WITNESS POST IS SET 1.0
 CP1612'FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1611 ***********************************************************************
 CP1611  DESIGNATION -  L 24 19
 CP1611  PID         -  CP1611
 CP1611  STATE/COUNTY-  LA/TENSAS
 CP1611  USGS QUAD   -  SOMERSET (1994)
 CP1611
 CP1611                         *CURRENT SURVEY CONTROL
 CP1611  ___________________________________________________________________
 CP1611* NAD 83(1986)-  32 08 58.     (N)    091 10 41.     (W)     SCALED    
 CP1611* NAVD 88     -        25.71   (+/-2cm)      84.4    (feet)  VERTCON   
 CP1611  ___________________________________________________________________
 CP1611  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1611
 CP1611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1611
 CP1611.The horizontal coordinates were scaled from a topographic map and have
 CP1611.an estimated accuracy of +/- 6 seconds.
 CP1611
 CP1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1611.The vertical order pertains to the NGVD 29 superseded value.
 CP1611
 CP1611.The geoid height was determined by GEOID03.
 CP1611
 CP1611;                    North         East    Units  Estimated Accuracy
 CP1611;SPC LA N     -   183,640.    1,124,700.      MT  (+/- 180 meters Scaled)
 CP1611
 CP1611                          SUPERSEDED SURVEY CONTROL
 CP1611
 CP1611  NGVD 29 (??/??/92)   25.735  (m)           84.43   (f) ADJ UNCH    2 0
 CP1611
 CP1611.Superseded values are not recommended for survey control.
 CP1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1611.See file dsdata.txt to determine how the superseded data were derived.
 CP1611
 CP1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR718584(NAD 83)
 CP1611_MARKER: DD = SURVEY DISK
 CP1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1611_STAMPING: L-24-19 1960
 CP1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1611+STABILITY: SURFACE MOTION
 CP1611
 CP1611  HISTORY     - Date     Condition        Report By
 CP1611  HISTORY     - 1960     MONUMENTED       DOD
 CP1611  HISTORY     - 1971     GOOD             LADTD
 CP1611
 CP1611                          STATION DESCRIPTION
 CP1611
 CP1611'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1611'16.0 MI NE FROM NEWELLTON.
 CP1611'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 CP1611'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A NORTHERLY
 CP1611'DIRECTION ALONG LOUISIANA HIGHWAY 65, 6.8 MILES TO THE INTERSECTION OF
 CP1611'LOUISIANA HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605,
 CP1611'3.4 MILES TO THE INTERSECTION OF LOUISIANA HIGHWAY 608, THENCE IN A
 CP1611'NORTHEAST DIRECTION ALONG LOUISIANA HIGHWAY 608, 2.7 MILES TO THE
 CP1611'INTERSECTION OF A GRAVEL ROAD ON TOP OF THE MISSISSIPPI RIVER LEVEE.
 CP1611'THENCE IN A NORTHERLY DIRECTION ALONG THE GRAVEL ROAD ON TOP OF LEVEE,
 CP1611'0.7 MILE TO THE INTERSECTION WITH OLD MISSISSIPPI RIVER LEVEE. THENCE
 CP1611'CONTINUING IN A NORTHERLY DIRECTION ALONG GRAVEL ROAD ON LEVEE 1.6
 CP1611'MILES TO THE MARK.  IT IS 161.0 FEET WEST OF THE CENTERLINE OF LEVEE,
 CP1611'9.0 FEET SOUTH OF A FENCE CORNER, 57.0 FEET NORTH OF THE NORTH EDGE OF
 CP1611'A LAND SIDE BERM ABOUT 1/4 MILE SOUTH OF FARM EQUIPMENT SHEDS ON
 CP1611'SOMERSET PLANTATION.  A STANDARD U.S. ENGINEERS DISK SET IN TOP OF A
 CP1611'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND ON EDGE OF A CULTIVATED
 CP1611'FIELD.  A METAL WITNESS POST IS SET 1.0 FOOT SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1504 ***********************************************************************
 CP1504  DESIGNATION -  L 24 3 BOLT
 CP1504  PID         -  CP1504
 CP1504  STATE/COUNTY-  LA/TENSAS
 CP1504  USGS QUAD   -  NEWELLTON (1994)
 CP1504
 CP1504                         *CURRENT SURVEY CONTROL
 CP1504  ___________________________________________________________________
 CP1504* NAD 83(1986)-  32 04 17.     (N)    091 14 46.     (W)     SCALED    
 CP1504* NAVD 88     -        22.79   (+/-2cm)      74.8    (feet)  VERTCON   
 CP1504  ___________________________________________________________________
 CP1504  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1504
 CP1504  VERT ORDER  -  ? (See Below)
 CP1504
 CP1504.The horizontal coordinates were scaled from a topographic map and have
 CP1504.an estimated accuracy of +/- 6 seconds.
 CP1504
 CP1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1504.The vertical order pertains to the NGVD 29 superseded value.
 CP1504
 CP1504.The geoid height was determined by GEOID03.
 CP1504
 CP1504;                    North         East    Units  Estimated Accuracy
 CP1504;SPC LA N     -   174,910.    1,118,380.      MT  (+/- 180 meters Scaled)
 CP1504
 CP1504                          SUPERSEDED SURVEY CONTROL
 CP1504
 CP1504  NGVD 29 (??/??/92)   22.805  (m)           74.82   (f) ADJ UNCH    ?  
 CP1504
 CP1504.Superseded values are not recommended for survey control.
 CP1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1504.See file dsdata.txt to determine how the superseded data were derived.
 CP1504
 CP1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR655496(NAD 83)
 CP1504_MARKER: B = BOLT
 CP1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1504_SP_SET: STONE
 CP1504_STAMPING: L 24 3 1930
 CP1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1504+STABILITY: SURFACE MOTION
 CP1504
 CP1504  HISTORY     - Date     Condition        Report By
 CP1504  HISTORY     - 1930     MONUMENTED       DOD
 CP1504  HISTORY     - 1948     POOR             NGS
 CP1504
 CP1504                          STATION DESCRIPTION
 CP1504
 CP1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CP1504'IN NEWELLTON.
 CP1504'AT NEWELLTON, TENSAS PARISH, 550 FEET NORTH OF MISSOURI PACIFIC
 CP1504'RAILROAD STATION, 115 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 3
 CP1504'FEET SOUTH OF THE SOUTHEAST CORNER OF A SECTION HOUSE.  A COPPER BOLT,
 CP1504'SET IN THE TOP OF A STONE 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CP1504'THROUGH AN IRON PIPE PROJECTING 7 INCHES ABOVE GROUND AND BEARING A
 CP1504'CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP, STAMPED L 24 3 1930.
 CP1504'NOTE-- IT IS IN THE PATH OF TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2275 ***********************************************************************
 CP2275  DESIGNATION -  L 24 37 USE
 CP2275  PID         -  CP2275
 CP2275  STATE/COUNTY-  LA/TENSAS
 CP2275  USGS QUAD   -  NEWELLTON (1994)
 CP2275
 CP2275                         *CURRENT SURVEY CONTROL
 CP2275  ___________________________________________________________________
 CP2275* NAD 83(1986)-  32 00 34.     (N)    091 10 37.     (W)     SCALED    
 CP2275* NAVD 88     -        23.666  (meters)      77.64   (feet)  ADJUSTED  
 CP2275  ___________________________________________________________________
 CP2275  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2275  DYNAMIC HT  -          23.638 (meters)      77.55  (feet)  COMP
 CP2275  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 CP2275  OBS GRAVITY -     979,477.4   (mgal)                       GRAV_OBS
 CP2275
 CP2275  VERT ORDER  -  FIRST     CLASS II
 CP2275
 CP2275.The horizontal coordinates were scaled from a topographic map and have
 CP2275.an estimated accuracy of +/- 6 seconds.
 CP2275
 CP2275.The orthometric height was determined by differential leveling
 CP2275.and adjusted by the National Geodetic Survey in February 1994..
 CP2275
 CP2275.The geoid height was determined by GEOID03.
 CP2275
 CP2275.The dynamic height is computed by dividing the NAVD 88
 CP2275.geopotential number by the normal gravity value computed on the
 CP2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2275.degrees latitude (g = 980.6199 gals.).
 CP2275
 CP2275.The modeled gravity was interpolated from observed gravity values.
 CP2275.The observed gravity was obtained from relative gravimeter ties
 CP2275.to the IGSN71 gravity network.
 CP2275
 CP2275;                    North         East    Units  Estimated Accuracy
 CP2275;SPC LA N     -   168,120.    1,124,990.      MT  (+/- 180 meters Scaled)
 CP2275
 CP2275                          SUPERSEDED SURVEY CONTROL
 CP2275
 CP2275  NAVD 88 (06/15/91)   23.674  (m)           77.67   (f) UNKNOWN     1 2
 CP2275  NGVD 29 (??/??/??)   23.683  (m)           77.70   (f) ADJUSTED    1 2
 CP2275
 CP2275.Superseded values are not recommended for survey control.
 CP2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2275.See file dsdata.txt to determine how the superseded data were derived.
 CP2275
 CP2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR721429(NAD 83)
 CP2275_MARKER: DD = SURVEY DISK
 CP2275_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 CP2275_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 CP2275_STAMPING: P.B.M. L-24-37
 CP2275_PROJECTION: RECESSED 0 CENTIMETERS
 CP2275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP2275+STABILITY: POSITION/ELEVATION WELL
 CP2275_ROD/PIPE-DEPTH: 30.2 meters
 CP2275_SLEEVE-DEPTH  : 0.00 meters
 CP2275
 CP2275  HISTORY     - Date     Condition        Report By
 CP2275  HISTORY     - UNK      MONUMENTED       USE
 CP2275  HISTORY     - 1979     GOOD             NGS
 CP2275
 CP2275                          STATION DESCRIPTION
 CP2275
 CP2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2275'8.4 MI NE FROM ST JOSEPH.
 CP2275'8.4 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM
 CP2275'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, 0.2 MILE WEST ALONG
 CP2275'THE LEVEE FROM LEVEE STATION MARKER 5550, ON THE OUTSIDE OF A
 CP2275'CURVE, 180 FEET NORTHWEST OF THE  CENTER OF THE ROAD, 41 FEET
 CP2275'SOUTHWEST OF THE CENTER OF A CLEARING IN A ROW OF TREES AND
 CP2275'BUSHES, THIS IS A CLASS A MARK PROTECTED BY A 2 BY 2-FOOT
 CP2275'CONCRETE SLAB AND FOUR METAL POSTS PAINTED YELLOW.
 CP2275'THE MARK IS 20 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2285 ***********************************************************************
 CP2285  DESIGNATION -  L 24 38 USE
 CP2285  PID         -  CP2285
 CP2285  STATE/COUNTY-  LA/TENSAS
 CP2285  USGS QUAD   -  NEWELLTON (1994)
 CP2285
 CP2285                         *CURRENT SURVEY CONTROL
 CP2285  ___________________________________________________________________
 CP2285* NAD 83(1986)-  32 03 45.     (N)    091 10 56.     (W)     SCALED    
 CP2285* NAVD 88     -        24.763  (meters)      81.24   (feet)  ADJUSTED  
 CP2285  ___________________________________________________________________
 CP2285  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2285  DYNAMIC HT  -          24.734 (meters)      81.15  (feet)  COMP
 CP2285  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 CP2285  OBS GRAVITY -     979,480.2   (mgal)                       GRAV_OBS
 CP2285
 CP2285  VERT ORDER  -  FIRST     CLASS II
 CP2285
 CP2285.The horizontal coordinates were scaled from a topographic map and have
 CP2285.an estimated accuracy of +/- 6 seconds.
 CP2285
 CP2285.The orthometric height was determined by differential leveling
 CP2285.and adjusted by the National Geodetic Survey in February 1994..
 CP2285
 CP2285.The geoid height was determined by GEOID03.
 CP2285
 CP2285.The dynamic height is computed by dividing the NAVD 88
 CP2285.geopotential number by the normal gravity value computed on the
 CP2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2285.degrees latitude (g = 980.6199 gals.).
 CP2285
 CP2285.The modeled gravity was interpolated from observed gravity values.
 CP2285.The observed gravity was obtained from relative gravimeter ties
 CP2285.to the IGSN71 gravity network.
 CP2285
 CP2285;                    North         East    Units  Estimated Accuracy
 CP2285;SPC LA N     -   174,000.    1,124,420.      MT  (+/- 180 meters Scaled)
 CP2285
 CP2285                          SUPERSEDED SURVEY CONTROL
 CP2285
 CP2285  NAVD 88 (06/15/91)   24.769  (m)           81.26   (f) UNKNOWN     1 2
 CP2285  NGVD 29 (??/??/??)   24.784  (m)           81.31   (f) ADJUSTED    1 2
 CP2285
 CP2285.Superseded values are not recommended for survey control.
 CP2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2285.See file dsdata.txt to determine how the superseded data were derived.
 CP2285
 CP2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR715488(NAD 83)
 CP2285_MARKER: DD = SURVEY DISK
 CP2285_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 CP2285_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 CP2285_STAMPING: L-24-38-78
 CP2285_PROJECTION: RECESSED 5 CENTIMETERS
 CP2285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP2285+STABILITY: POSITION/ELEVATION WELL
 CP2285_ROD/PIPE-DEPTH: 23.8 meters
 CP2285_SLEEVE-DEPTH  : 12.2 meters
 CP2285
 CP2285  HISTORY     - Date     Condition        Report By
 CP2285  HISTORY     - 1978     MONUMENTED       USE
 CP2285  HISTORY     - 1979     GOOD             NGS
 CP2285
 CP2285                          STATION DESCRIPTION
 CP2285
 CP2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2285'18.3 MI NE FROM ST JOSEPH.
 CP2285'18.25 MILES NORTH-NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE
 CP2285'FROM THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, 0.1 MILE NORTH
 CP2285'OF A CATTLE GUARD, AT LEVEE STATION MARKER 5050, 190 FEET WEST OF THE
 CP2285'CENTER OF THE LEVEE ROAD, 228 FEET EAST OF A FENCE LINE, 238 FEET
 CP2285'EAST-NORTHEAST OF THE SECOND POWER POLE NORTH OF THE CATTLE GUARD,
 CP2285'159 FEET WEST OF THE LEVEE MARKER, THIS IS A CLASS A MARK
 CP2285'PROTECTED BY A 2 BY 2-FOOT CONCRETE SLAB AND 4 IRON POSTS
 CP2285'PAINTED YELLOW.
 CP2285'THE MARK IS 20 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2295 ***********************************************************************
 CP2295  DESIGNATION -  L 24 39 USE
 CP2295  PID         -  CP2295
 CP2295  STATE/COUNTY-  LA/TENSAS
 CP2295  USGS QUAD   -  SOMERSET (1994)
 CP2295
 CP2295                         *CURRENT SURVEY CONTROL
 CP2295  ___________________________________________________________________
 CP2295* NAD 83(1986)-  32 11 21.     (N)    091 10 20.     (W)     SCALED    
 CP2295* NAVD 88     -        23.434  (meters)      76.88   (feet)  ADJUSTED  
 CP2295  ___________________________________________________________________
 CP2295  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2295  DYNAMIC HT  -          23.407 (meters)      76.79  (feet)  COMP
 CP2295  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CP2295  OBS GRAVITY -     979,487.1   (mgal)                       GRAV_OBS
 CP2295
 CP2295  VERT ORDER  -  FIRST     CLASS II
 CP2295
 CP2295.The horizontal coordinates were scaled from a topographic map and have
 CP2295.an estimated accuracy of +/- 6 seconds.
 CP2295
 CP2295.The orthometric height was determined by differential leveling
 CP2295.and adjusted by the National Geodetic Survey in February 1994..
 CP2295
 CP2295.The geoid height was determined by GEOID03.
 CP2295
 CP2295.The dynamic height is computed by dividing the NAVD 88
 CP2295.geopotential number by the normal gravity value computed on the
 CP2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2295.degrees latitude (g = 980.6199 gals.).
 CP2295
 CP2295.The modeled gravity was interpolated from observed gravity values.
 CP2295.The observed gravity was obtained from relative gravimeter ties
 CP2295.to the IGSN71 gravity network.
 CP2295
 CP2295;                    North         East    Units  Estimated Accuracy
 CP2295;SPC LA N     -   188,050.    1,125,200.      MT  (+/- 180 meters Scaled)
 CP2295
 CP2295                          SUPERSEDED SURVEY CONTROL
 CP2295
 CP2295  NAVD 88 (06/15/91)   23.439  (m)           76.90   (f) UNKNOWN     1 2
 CP2295  NGVD 29 (??/??/??)   23.459  (m)           76.97   (f) ADJUSTED    1 2
 CP2295
 CP2295.Superseded values are not recommended for survey control.
 CP2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2295.See file dsdata.txt to determine how the superseded data were derived.
 CP2295
 CP2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR723628(NAD 83)
 CP2295_MARKER: DD = SURVEY DISK
 CP2295_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 CP2295_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 CP2295_STAMPING: BM L-24-39
 CP2295_PROJECTION: RECESSED 5 CENTIMETERS
 CP2295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP2295+STABILITY: POSITION/ELEVATION WELL
 CP2295_ROD/PIPE-DEPTH: 23.8 meters
 CP2295_SLEEVE-DEPTH  : 12.2 meters
 CP2295
 CP2295  HISTORY     - Date     Condition        Report By
 CP2295  HISTORY     - 1978     MONUMENTED       USE
 CP2295  HISTORY     - 1979     GOOD             NGS
 CP2295
 CP2295                          STATION DESCRIPTION
 CP2295
 CP2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2295'21.0 MI SW FROM DELTA.
 CP2295'20.95 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2295'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, 0.2 MILE SOUTHWEST OF
 CP2295'A CATTLE GUARD, AT LEVEE STATION MARKER 4550, 176 FEET WEST OF THE
 CP2295'CENTER OF THE LEVEE ROAD, 157 FEET WEST OF THE LEVEE MARKER, THIS IS
 CP2295'A CLASS A MARK PROTECTED BY A 2 BY 2-FOOT CONCRETE SLAB AND
 CP2295'4 METAL PIPES PAINTED YELLOW.
 CP2295'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2305 ***********************************************************************
 CP2305  DESIGNATION -  L 24 40 USE
 CP2305  PID         -  CP2305
 CP2305  STATE/COUNTY-  LA/MADISON
 CP2305  USGS QUAD   -  BEDFORD (1963)
 CP2305
 CP2305                         *CURRENT SURVEY CONTROL
 CP2305  ___________________________________________________________________
 CP2305* NAD 83(1986)-  32 14 41.     (N)    091 02 48.     (W)     SCALED    
 CP2305* NAVD 88     -        24.683  (meters)      80.98   (feet)  ADJUSTED  
 CP2305  ___________________________________________________________________
 CP2305  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2305  DYNAMIC HT  -          24.655 (meters)      80.89  (feet)  COMP
 CP2305  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 CP2305  OBS GRAVITY -     979,489.4   (mgal)                       GRAV_OBS
 CP2305
 CP2305  VERT ORDER  -  FIRST     CLASS II
 CP2305
 CP2305.The horizontal coordinates were scaled from a topographic map and have
 CP2305.an estimated accuracy of +/- 6 seconds.
 CP2305
 CP2305.The orthometric height was determined by differential leveling
 CP2305.and adjusted by the National Geodetic Survey in February 1994..
 CP2305
 CP2305.The geoid height was determined by GEOID03.
 CP2305
 CP2305.The dynamic height is computed by dividing the NAVD 88
 CP2305.geopotential number by the normal gravity value computed on the
 CP2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2305.degrees latitude (g = 980.6199 gals.).
 CP2305
 CP2305.The modeled gravity was interpolated from observed gravity values.
 CP2305.The observed gravity was obtained from relative gravimeter ties
 CP2305.to the IGSN71 gravity network.
 CP2305
 CP2305;                    North         East    Units  Estimated Accuracy
 CP2305;SPC LA N     -   194,370.    1,136,950.      MT  (+/- 180 meters Scaled)
 CP2305
 CP2305                          SUPERSEDED SURVEY CONTROL
 CP2305
 CP2305  NAVD 88 (06/15/91)   24.685  (m)           80.99   (f) UNKNOWN     1 2
 CP2305  NGVD 29 (??/??/??)   24.712  (m)           81.08   (f) ADJUSTED    1 2
 CP2305
 CP2305.Superseded values are not recommended for survey control.
 CP2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2305.See file dsdata.txt to determine how the superseded data were derived.
 CP2305
 CP2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR840692(NAD 83)
 CP2305_MARKER: DD = SURVEY DISK
 CP2305_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 CP2305_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 CP2305_STAMPING: L-24-40 1978
 CP2305_PROJECTION: RECESSED 5 CENTIMETERS
 CP2305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP2305+STABILITY: POSITION/ELEVATION WELL
 CP2305_ROD/PIPE-DEPTH: 17.4 meters
 CP2305_SLEEVE-DEPTH  : 0.00 meters
 CP2305
 CP2305  HISTORY     - Date     Condition        Report By
 CP2305  HISTORY     - 1978     MONUMENTED       USE
 CP2305  HISTORY     - 1979     GOOD             NGS
 CP2305
 CP2305                          STATION DESCRIPTION
 CP2305
 CP2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2305'11.25 MI SW FROM DELTA.
 CP2305'11.25 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2305'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, 0.1 MILE EAST OF THE
 CP2305'JUNCTION OF A ROAD LEADING NORTH, AT LEVEE STATION MARKER 4050, 157
 CP2305'FEET NORTHWEST OF THE CENTER OF THE LEVEE ROAD, 131 FEET NORTHWEST
 CP2305'OF THE LEVEE MARKER, 125 FEET EAST OF A POWER POLE BEARING 3 GUY
 CP2305'WIRES, THIS IS A CLASS A MARK PROTECTED BY A 2 BY 2-FOOT CONCRETE
 CP2305'SLAB AND 4 METAL POSTS PAINTED YELLOW.
 CP2305'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2307 ***********************************************************************
 CP2307  DESIGNATION -  L 24 41 USE
 CP2307  PID         -  CP2307
 CP2307  STATE/COUNTY-  LA/MADISON
 CP2307  USGS QUAD   -  BEDFORD (1963)
 CP2307
 CP2307                         *CURRENT SURVEY CONTROL
 CP2307  ___________________________________________________________________
 CP2307* NAD 83(1986)-  32 14 29.     (N)    091 00 52.     (W)     SCALED    
 CP2307* NAVD 88     -        25.301  (meters)      83.01   (feet)  ADJUSTED  
 CP2307  ___________________________________________________________________
 CP2307  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2307  DYNAMIC HT  -          25.271 (meters)      82.91  (feet)  COMP
 CP2307  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CP2307
 CP2307  VERT ORDER  -  FIRST     CLASS II
 CP2307
 CP2307.The horizontal coordinates were scaled from a topographic map and have
 CP2307.an estimated accuracy of +/- 6 seconds.
 CP2307
 CP2307.The orthometric height was determined by differential leveling
 CP2307.and adjusted by the National Geodetic Survey in February 1994..
 CP2307
 CP2307.The geoid height was determined by GEOID03.
 CP2307
 CP2307.The dynamic height is computed by dividing the NAVD 88
 CP2307.geopotential number by the normal gravity value computed on the
 CP2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2307.degrees latitude (g = 980.6199 gals.).
 CP2307
 CP2307.The modeled gravity was interpolated from observed gravity values.
 CP2307
 CP2307;                    North         East    Units  Estimated Accuracy
 CP2307;SPC LA N     -   194,040.    1,139,990.      MT  (+/- 180 meters Scaled)
 CP2307
 CP2307                          SUPERSEDED SURVEY CONTROL
 CP2307
 CP2307  NAVD 88 (06/15/91)   25.303  (m)           83.01   (f) UNKNOWN     1 2
 CP2307  NGVD 29 (??/??/??)   25.330  (m)           83.10   (f) ADJUSTED    1 2
 CP2307
 CP2307.Superseded values are not recommended for survey control.
 CP2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2307.See file dsdata.txt to determine how the superseded data were derived.
 CP2307
 CP2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR870689(NAD 83)
 CP2307_MARKER: DD = SURVEY DISK
 CP2307_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2307_SP_SET: COPPER-CLAD STEEL ROD
 CP2307_STAMPING: L-24-41 1978
 CP2307_PROJECTION: RECESSED 5 CENTIMETERS
 CP2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2307_ROD/PIPE-DEPTH: 70.4 meters
 CP2307
 CP2307  HISTORY     - Date     Condition        Report By
 CP2307  HISTORY     - 1978     MONUMENTED       USE
 CP2307  HISTORY     - 1979     GOOD             NGS
 CP2307
 CP2307                          STATION DESCRIPTION
 CP2307
 CP2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2307'9.3 MI SW FROM DELTA.
 CP2307'9.3 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2307'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, 0 .3 MILE WEST OF A
 CP2307'CATTLE GUARD, 0.05 MILE EAST OF LEVEE STATION MARKER 3950, 178 FEET
 CP2307'NORTH OF THE CENTER OF THE LEVEE ROAD, 173 FEET SOUTHEAST OF THE
 CP2307'SOUTHEAST CORNER OF A GREEN AND WHITE WOOD FRAME HOUSE, 25 FEET EAST
 CP2307'OF THE CENTER OF A PRIVATE DRIVE LEADING NORTH 17.5 FEET NORTH-
 CP2307'NORTHEAST OF A POWER POLE BEARING A TRANSFORMER AND GUY WIRE, 9.5 FEET
 CP2307'WEST OF A BARBED WIRE FENCE, AND 1.5 FEET SOUTH OF A BOARD FENCE.
 CP2307'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2303 ***********************************************************************
 CP2303  DESIGNATION -  L 24 42 USE
 CP2303  PID         -  CP2303
 CP2303  STATE/COUNTY-  LA/MADISON
 CP2303  USGS QUAD   -  BEDFORD (1963)
 CP2303
 CP2303                         *CURRENT SURVEY CONTROL
 CP2303  ___________________________________________________________________
 CP2303* NAD 83(1986)-  32 14 47.     (N)    091 04 46.     (W)     SCALED    
 CP2303* NAVD 88     -        22.805  (meters)      74.82   (feet)  ADJUSTED  
 CP2303  ___________________________________________________________________
 CP2303  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2303  DYNAMIC HT  -          22.779 (meters)      74.73  (feet)  COMP
 CP2303  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CP2303
 CP2303  VERT ORDER  -  FIRST     CLASS II
 CP2303
 CP2303.The horizontal coordinates were scaled from a topographic map and have
 CP2303.an estimated accuracy of +/- 6 seconds.
 CP2303
 CP2303.The orthometric height was determined by differential leveling
 CP2303.and adjusted by the National Geodetic Survey in February 1994..
 CP2303
 CP2303.The geoid height was determined by GEOID03.
 CP2303
 CP2303.The dynamic height is computed by dividing the NAVD 88
 CP2303.geopotential number by the normal gravity value computed on the
 CP2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2303.degrees latitude (g = 980.6199 gals.).
 CP2303
 CP2303.The modeled gravity was interpolated from observed gravity values.
 CP2303
 CP2303;                    North         East    Units  Estimated Accuracy
 CP2303;SPC LA N     -   194,510.    1,133,860.      MT  (+/- 180 meters Scaled)
 CP2303
 CP2303                          SUPERSEDED SURVEY CONTROL
 CP2303
 CP2303  NAVD 88 (06/15/91)   22.808  (m)           74.83   (f) UNKNOWN     1 2
 CP2303  NGVD 29 (??/??/??)   22.833  (m)           74.91   (f) ADJUSTED    1 2
 CP2303
 CP2303.Superseded values are not recommended for survey control.
 CP2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2303.See file dsdata.txt to determine how the superseded data were derived.
 CP2303
 CP2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR809693(NAD 83)
 CP2303_MARKER: DD = SURVEY DISK
 CP2303_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2303_SP_SET: COPPER-CLAD STEEL ROD
 CP2303_STAMPING: L-24-42 1978
 CP2303_PROJECTION: RECESSED 5 CENTIMETERS
 CP2303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2303_ROD/PIPE-DEPTH: 46.9 meters
 CP2303
 CP2303  HISTORY     - Date     Condition        Report By
 CP2303  HISTORY     - 1978     MONUMENTED       USE
 CP2303  HISTORY     - 1979     GOOD             NGS
 CP2303
 CP2303                          STATION DESCRIPTION
 CP2303
 CP2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2303'13.15 MI SW FROM DELTA.
 CP2303'13.15 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2303'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, AT LEVEE STATION MARKE
 CP2303'4150, 182 FEET NORTH OF THE CENTER OF THE LEVEE, 182 FEET NORTHEAST
 CP2303'OF THE LEVEE MARKER, 152 FEET EAST OF THE FENCE CORNER POST, AND
 CP2303'29 FEET EAST OF A 16-INCH TREE, AND 1 FOOT SOUTH OF THE FENCE LINE.
 CP2303'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CP2303'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2301 ***********************************************************************
 CP2301  DESIGNATION -  L 24 43 USE
 CP2301  PID         -  CP2301
 CP2301  STATE/COUNTY-  LA/MADISON
 CP2301  USGS QUAD   -  BEDFORD (1963)
 CP2301
 CP2301                         *CURRENT SURVEY CONTROL
 CP2301  ___________________________________________________________________
 CP2301* NAD 83(1986)-  32 14 29.     (N)    091 06 37.     (W)     SCALED    
 CP2301* NAVD 88     -        25.244  (meters)      82.82   (feet)  ADJUSTED  
 CP2301  ___________________________________________________________________
 CP2301  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP2301  DYNAMIC HT  -          25.214 (meters)      82.72  (feet)  COMP
 CP2301  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CP2301
 CP2301  VERT ORDER  -  FIRST     CLASS II
 CP2301
 CP2301.The horizontal coordinates were scaled from a topographic map and have
 CP2301.an estimated accuracy of +/- 6 seconds.
 CP2301
 CP2301.The orthometric height was determined by differential leveling
 CP2301.and adjusted by the National Geodetic Survey in February 1994..
 CP2301
 CP2301.The geoid height was determined by GEOID03.
 CP2301
 CP2301.The dynamic height is computed by dividing the NAVD 88
 CP2301.geopotential number by the normal gravity value computed on the
 CP2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2301.degrees latitude (g = 980.6199 gals.).
 CP2301
 CP2301.The modeled gravity was interpolated from observed gravity values.
 CP2301
 CP2301;                    North         East    Units  Estimated Accuracy
 CP2301;SPC LA N     -   193,920.    1,130,960.      MT  (+/- 180 meters Scaled)
 CP2301
 CP2301                          SUPERSEDED SURVEY CONTROL
 CP2301
 CP2301  NAVD 88 (06/15/91)   25.247  (m)           82.83   (f) UNKNOWN     1 2
 CP2301  NGVD 29 (??/??/??)   25.271  (m)           82.91   (f) ADJUSTED    1 2
 CP2301
 CP2301.Superseded values are not recommended for survey control.
 CP2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2301.See file dsdata.txt to determine how the superseded data were derived.
 CP2301
 CP2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR780687(NAD 83)
 CP2301_MARKER: DD = SURVEY DISK
 CP2301_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2301_SP_SET: COPPER-CLAD STEEL ROD
 CP2301_STAMPING: L-24-43 1978
 CP2301_PROJECTION: RECESSED 5 CENTIMETERS
 CP2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2301_ROD/PIPE-DEPTH: 46.9 meters
 CP2301
 CP2301  HISTORY     - Date     Condition        Report By
 CP2301  HISTORY     - 1978     MONUMENTED       USE
 CP2301  HISTORY     - 1979     GOOD             NGS
 CP2301
 CP2301                          STATION DESCRIPTION
 CP2301
 CP2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2301'15.1 MI SW FROM DELTA.
 CP2301'15.1 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2301'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, AT LEVEE STATION
 CP2301'MARKER 4250, 188 FEET EAST OF A FENCE RUNNING NORTH AND SOUTH TO THE
 CP2301'TOP OF THE LEVEE AT A CATTLE GUARD, 154 FEET NORTHWEST OF THE LEVEE
 CP2301'MARKER, 146 FEET NORTH OF THE CENTER OF THE LEVEE ROAD, 33 FEET SOUTH
 CP2301'OF THE CENTER LINE OF THE PAVED ROAD PARALLELING THE LEVEE, AND 2.5
 CP2301'FEET SOUTH OF A FENCE LINE.
 CP2301'THE MARK IS 1 FT  N FROM  CREOSOTE POST
 CP2301'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2299 ***********************************************************************
 CP2299  DESIGNATION -  L 24 44 USE
 CP2299  PID         -  CP2299
 CP2299  STATE/COUNTY-  LA/TENSAS
 CP2299  USGS QUAD   -  SOMERSET (1994)
 CP2299
 CP2299                         *CURRENT SURVEY CONTROL
 CP2299  ___________________________________________________________________
 CP2299* NAD 83(1986)-  32 13 25.     (N)    091 07 36.     (W)     SCALED    
 CP2299* NAVD 88     -        23.845  (meters)      78.23   (feet)  ADJUSTED  
 CP2299  ___________________________________________________________________
 CP2299  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP2299  DYNAMIC HT  -          23.818 (meters)      78.14  (feet)  COMP
 CP2299  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 CP2299
 CP2299  VERT ORDER  -  FIRST     CLASS II
 CP2299
 CP2299.The horizontal coordinates were scaled from a topographic map and have
 CP2299.an estimated accuracy of +/- 6 seconds.
 CP2299
 CP2299.The orthometric height was determined by differential leveling
 CP2299.and adjusted by the National Geodetic Survey in February 1994..
 CP2299
 CP2299.The geoid height was determined by GEOID03.
 CP2299
 CP2299.The dynamic height is computed by dividing the NAVD 88
 CP2299.geopotential number by the normal gravity value computed on the
 CP2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2299.degrees latitude (g = 980.6199 gals.).
 CP2299
 CP2299.The modeled gravity was interpolated from observed gravity values.
 CP2299
 CP2299;                    North         East    Units  Estimated Accuracy
 CP2299;SPC LA N     -   191,930.    1,129,440.      MT  (+/- 180 meters Scaled)
 CP2299
 CP2299                          SUPERSEDED SURVEY CONTROL
 CP2299
 CP2299  NAVD 88 (06/15/91)   23.849  (m)           78.24   (f) UNKNOWN     1 2
 CP2299  NGVD 29 (??/??/??)   23.872  (m)           78.32   (f) ADJUSTED    1 2
 CP2299
 CP2299.Superseded values are not recommended for survey control.
 CP2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2299.See file dsdata.txt to determine how the superseded data were derived.
 CP2299
 CP2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR765667(NAD 83)
 CP2299_MARKER: DD = SURVEY DISK
 CP2299_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2299_SP_SET: COPPER-CLAD STEEL ROD
 CP2299_STAMPING: L-24-44 1978
 CP2299_PROJECTION: RECESSED 5 CENTIMETERS
 CP2299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2299_ROD/PIPE-DEPTH: 49.1 meters
 CP2299
 CP2299  HISTORY     - Date     Condition        Report By
 CP2299  HISTORY     - 1978     MONUMENTED       USE
 CP2299  HISTORY     - 1979     GOOD             NGS
 CP2299
 CP2299                          STATION DESCRIPTION
 CP2299
 CP2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2299'17.0 MI SW FROM DELTA.
 CP2299'17.05 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM
 CP2299'THE U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, AT LEVEE STATION
 CP2299'MARKER 4350, 179 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 159 FEET
 CP2299'WEST OF THE LEVEE MARKER, 92.5 FEET SOUTH OF THE 2 ND POWER POLE
 CP2299'NORTH OF A FENCE CORNER AND 0.5 FOOT EAST OF A FENCE.
 CP2299'THE MARK IS 1 FT  N FROM  CREOSOTE POST
 CP2299'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2297 ***********************************************************************
 CP2297  DESIGNATION -  L 24 45 USE
 CP2297  PID         -  CP2297
 CP2297  STATE/COUNTY-  LA/TENSAS
 CP2297  USGS QUAD   -  SOMERSET (1994)
 CP2297
 CP2297                         *CURRENT SURVEY CONTROL
 CP2297  ___________________________________________________________________
 CP2297* NAD 83(1986)-  32 12 37.     (N)    091 09 18.     (W)     SCALED    
 CP2297* NAVD 88     -        24.743  (meters)      81.18   (feet)  ADJUSTED  
 CP2297  ___________________________________________________________________
 CP2297  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2297  DYNAMIC HT  -          24.714 (meters)      81.08  (feet)  COMP
 CP2297  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CP2297
 CP2297  VERT ORDER  -  FIRST     CLASS II
 CP2297
 CP2297.The horizontal coordinates were scaled from a topographic map and have
 CP2297.an estimated accuracy of +/- 6 seconds.
 CP2297
 CP2297.The orthometric height was determined by differential leveling
 CP2297.and adjusted by the National Geodetic Survey in February 1994..
 CP2297
 CP2297.The geoid height was determined by GEOID03.
 CP2297
 CP2297.The dynamic height is computed by dividing the NAVD 88
 CP2297.geopotential number by the normal gravity value computed on the
 CP2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2297.degrees latitude (g = 980.6199 gals.).
 CP2297
 CP2297.The modeled gravity was interpolated from observed gravity values.
 CP2297
 CP2297;                    North         East    Units  Estimated Accuracy
 CP2297;SPC LA N     -   190,420.    1,126,790.      MT  (+/- 180 meters Scaled)
 CP2297
 CP2297                          SUPERSEDED SURVEY CONTROL
 CP2297
 CP2297  NAVD 88 (06/15/91)   24.747  (m)           81.19   (f) UNKNOWN     1 2
 CP2297  NGVD 29 (??/??/??)   24.768  (m)           81.26   (f) ADJUSTED    1 2
 CP2297
 CP2297.Superseded values are not recommended for survey control.
 CP2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2297.See file dsdata.txt to determine how the superseded data were derived.
 CP2297
 CP2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR738652(NAD 83)
 CP2297_MARKER: DD = SURVEY DISK
 CP2297_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2297_SP_SET: COPPER-CLAD STEEL ROD
 CP2297_STAMPING: L-24-45 1978
 CP2297_PROJECTION: RECESSED 8 CENTIMETERS
 CP2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2297_ROD/PIPE-DEPTH: 51.2 meters
 CP2297
 CP2297  HISTORY     - Date     Condition        Report By
 CP2297  HISTORY     - 1978     MONUMENTED       USE
 CP2297  HISTORY     - 1979     GOOD             NGS
 CP2297
 CP2297                          STATION DESCRIPTION
 CP2297
 CP2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2297'19.0 MI SW FROM DELTA.
 CP2297'19.0 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2297'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, AT LEVEE STATION
 CP2297'MARKER 4450, IN A PLOWED FIELD, 223 FEET NORTHWEST OF THE CENTER OF
 CP2297'THE LEVEE ROAD, 204 FEET NORTHWEST OF THE LEVEE MARKER, 75.5 FEET
 CP2297'NORTHWEST OF A FENCE LINE, SURROUNDED BY 3 CREOSOTE POSTS PAINTED
 CP2297'YELLOW, 9.5 FEET NORTHEAST OF ONE POST, 5.5 FEET SOUTHWEST OF ANOTHER
 CP2297'POST, AND 1 FOOT NORTHWEST OF THE MIDDLE POST.
 CP2297'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2293 ***********************************************************************
 CP2293  DESIGNATION -  L 24 46 USE
 CP2293  PID         -  CP2293
 CP2293  STATE/COUNTY-  LA/TENSAS
 CP2293  USGS QUAD   -  SOMERSET (1994)
 CP2293
 CP2293                         *CURRENT SURVEY CONTROL
 CP2293  ___________________________________________________________________
 CP2293* NAD 83(1986)-  32 09 49.     (N)    091 10 48.     (W)     SCALED    
 CP2293* NAVD 88     -        23.776  (meters)      78.01   (feet)  ADJUSTED  
 CP2293  ___________________________________________________________________
 CP2293  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2293  DYNAMIC HT  -          23.748 (meters)      77.91  (feet)  COMP
 CP2293  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 CP2293
 CP2293  VERT ORDER  -  FIRST     CLASS II
 CP2293
 CP2293.The horizontal coordinates were scaled from a topographic map and have
 CP2293.an estimated accuracy of +/- 6 seconds.
 CP2293
 CP2293.The orthometric height was determined by differential leveling
 CP2293.and adjusted by the National Geodetic Survey in February 1994..
 CP2293
 CP2293.The geoid height was determined by GEOID03.
 CP2293
 CP2293.The dynamic height is computed by dividing the NAVD 88
 CP2293.geopotential number by the normal gravity value computed on the
 CP2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2293.degrees latitude (g = 980.6199 gals.).
 CP2293
 CP2293.The modeled gravity was interpolated from observed gravity values.
 CP2293
 CP2293;                    North         East    Units  Estimated Accuracy
 CP2293;SPC LA N     -   185,210.    1,124,500.      MT  (+/- 180 meters Scaled)
 CP2293
 CP2293                          SUPERSEDED SURVEY CONTROL
 CP2293
 CP2293  NAVD 88 (06/15/91)   23.780  (m)           78.02   (f) UNKNOWN     1 2
 CP2293  NGVD 29 (??/??/??)   23.800  (m)           78.08   (f) ADJUSTED    1 2
 CP2293
 CP2293.Superseded values are not recommended for survey control.
 CP2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2293.See file dsdata.txt to determine how the superseded data were derived.
 CP2293
 CP2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR716600(NAD 83)
 CP2293_MARKER: DD = SURVEY DISK
 CP2293_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2293_SP_SET: COPPER-CLAD STEEL ROD
 CP2293_STAMPING: L-24-46 1978
 CP2293_PROJECTION: RECESSED 8 CENTIMETERS
 CP2293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2293_ROD/PIPE-DEPTH: 40.2 meters
 CP2293
 CP2293  HISTORY     - Date     Condition        Report By
 CP2293  HISTORY     - 1978     MONUMENTED       USE
 CP2293  HISTORY     - 1979     GOOD             NGS
 CP2293
 CP2293                          STATION DESCRIPTION
 CP2293
 CP2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2293'22.8 MI SW FROM DELTA.
 CP2293'22.85 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2293'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, AT THE JUNCTION OF A
 CP2293'RAMP LEADING NORTHWEST, AT LEVEE STATION MARKER 4650, 188 FEET
 CP2293'SOUTHWEST OF JUNCTION OF THE CENTER OF THE RAMP AND LEVEE ROAD, 186
 CP2293'FEET WEST OF THE CENTER OF THE LEVEE, 16 FEET EAST-NORTHEAST OF A 24
 CP2293'INCH TREE PAINTED YELLOW, 3.5 FEET NORTHWEST OF THE MOST SOUTHERLY
 CP2293'OF TWO CREOSOTED POSTS PAINTED YELLOW, AND 3 FEET SOUTHWEST OF THE
 CP2293'OTHER POST.
 CP2293'THE MARK IS 25 FT BELOW LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2291 ***********************************************************************
 CP2291  DESIGNATION -  L 24 47 USE
 CP2291  PID         -  CP2291
 CP2291  STATE/COUNTY-  LA/TENSAS
 CP2291  USGS QUAD   -  SOMERSET (1994)
 CP2291
 CP2291                         *CURRENT SURVEY CONTROL
 CP2291  ___________________________________________________________________
 CP2291* NAD 83(1986)-  32 08 05.     (N)    091 10 38.     (W)     SCALED    
 CP2291* NAVD 88     -        24.480  (meters)      80.31   (feet)  ADJUSTED  
 CP2291  ___________________________________________________________________
 CP2291  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP2291  DYNAMIC HT  -          24.452 (meters)      80.22  (feet)  COMP
 CP2291  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 CP2291
 CP2291  VERT ORDER  -  FIRST     CLASS II
 CP2291
 CP2291.The horizontal coordinates were scaled from a topographic map and have
 CP2291.an estimated accuracy of +/- 6 seconds.
 CP2291
 CP2291.The orthometric height was determined by differential leveling
 CP2291.and adjusted by the National Geodetic Survey in February 1994..
 CP2291
 CP2291.The geoid height was determined by GEOID03.
 CP2291
 CP2291.The dynamic height is computed by dividing the NAVD 88
 CP2291.geopotential number by the normal gravity value computed on the
 CP2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2291.degrees latitude (g = 980.6199 gals.).
 CP2291
 CP2291.The modeled gravity was interpolated from observed gravity values.
 CP2291
 CP2291;                    North         East    Units  Estimated Accuracy
 CP2291;SPC LA N     -   182,010.    1,124,800.      MT  (+/- 180 meters Scaled)
 CP2291
 CP2291                          SUPERSEDED SURVEY CONTROL
 CP2291
 CP2291  NAVD 88 (06/15/91)   24.485  (m)           80.33   (f) UNKNOWN     1 2
 CP2291  NGVD 29 (??/??/??)   24.504  (m)           80.39   (f) ADJUSTED    1 2
 CP2291
 CP2291.Superseded values are not recommended for survey control.
 CP2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2291.See file dsdata.txt to determine how the superseded data were derived.
 CP2291
 CP2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR719568(NAD 83)
 CP2291_MARKER: DD = SURVEY DISK
 CP2291_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2291_SP_SET: COPPER-CLAD STEEL ROD
 CP2291_STAMPING: L-24-47 1978
 CP2291_PROJECTION: RECESSED 8 CENTIMETERS
 CP2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2291_ROD/PIPE-DEPTH: 33.2 meters
 CP2291
 CP2291  HISTORY     - Date     Condition        Report By
 CP2291  HISTORY     - 1978     MONUMENTED       USE
 CP2291  HISTORY     - 1979     GOOD             NGS
 CP2291
 CP2291                          STATION DESCRIPTION
 CP2291
 CP2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2291'24.8 MI SW FROM DELTA.
 CP2291'24.85 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2291'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, AT LEVEE STATION
 CP2291'MARKER 4750, AT A CATTLE GUARD CROSSING, SET IN A FENCE CORNER, 310
 CP2291'FEET SOUTHWEST OF THE CENTER OF THE LEVEE ROAD, 295 FEET SOUTHWEST
 CP2291'OF THE LEVEE MARKER, 9 FEET NORTHWEST OF THE FENCE LINE LEADING TO
 CP2291'THE CATTLE GUARD, AND 4 FEET NORTHEAST OF THE OTHER FENCE LINE.
 CP2291'NOTE, MARK MAY ALSO BE REACHED BY GOING 24.05 MILES NORTH-NORTHEAST
 CP2291'ALONG THE LEVEE ROAD FROM THE JUNCTION OF WASHINGTON STREET IN
 CP2291'ST. JOSEPH.
 CP2291'THE MARK IS 1 FT  SW FROM  CREOSOTE POST
 CP2291'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2289 ***********************************************************************
 CP2289  DESIGNATION -  L 24 48 USE
 CP2289  PID         -  CP2289
 CP2289  STATE/COUNTY-  LA/TENSAS
 CP2289  USGS QUAD   -  NEWELLTON (1994)
 CP2289
 CP2289                         *CURRENT SURVEY CONTROL
 CP2289  ___________________________________________________________________
 CP2289* NAD 83(1986)-  32 06 37.     (N)    091 10 16.     (W)     SCALED    
 CP2289* NAVD 88     -        24.397  (meters)      80.04   (feet)  ADJUSTED  
 CP2289  ___________________________________________________________________
 CP2289  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2289  DYNAMIC HT  -          24.369 (meters)      79.95  (feet)  COMP
 CP2289  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 CP2289
 CP2289  VERT ORDER  -  FIRST     CLASS II
 CP2289
 CP2289.The horizontal coordinates were scaled from a topographic map and have
 CP2289.an estimated accuracy of +/- 6 seconds.
 CP2289
 CP2289.The orthometric height was determined by differential leveling
 CP2289.and adjusted by the National Geodetic Survey in February 1994..
 CP2289
 CP2289.The geoid height was determined by GEOID03.
 CP2289
 CP2289.The dynamic height is computed by dividing the NAVD 88
 CP2289.geopotential number by the normal gravity value computed on the
 CP2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2289.degrees latitude (g = 980.6199 gals.).
 CP2289
 CP2289.The modeled gravity was interpolated from observed gravity values.
 CP2289
 CP2289;                    North         East    Units  Estimated Accuracy
 CP2289;SPC LA N     -   179,310.    1,125,410.      MT  (+/- 180 meters Scaled)
 CP2289
 CP2289                          SUPERSEDED SURVEY CONTROL
 CP2289
 CP2289  NAVD 88 (06/15/91)   24.402  (m)           80.06   (f) UNKNOWN     1 2
 CP2289  NGVD 29 (??/??/??)   24.419  (m)           80.11   (f) ADJUSTED    1 2
 CP2289
 CP2289.Superseded values are not recommended for survey control.
 CP2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2289.See file dsdata.txt to determine how the superseded data were derived.
 CP2289
 CP2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR725541(NAD 83)
 CP2289_MARKER: DD = SURVEY DISK
 CP2289_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2289_SP_SET: COPPER-CLAD STEEL ROD
 CP2289_STAMPING: L-24-48 1978
 CP2289_PROJECTION: RECESSED 5 CENTIMETERS
 CP2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2289_ROD/PIPE-DEPTH: 39.9 meters
 CP2289
 CP2289  HISTORY     - Date     Condition        Report By
 CP2289  HISTORY     - 1978     MONUMENTED       USE
 CP2289  HISTORY     - 1979     GOOD             NGS
 CP2289
 CP2289                          STATION DESCRIPTION
 CP2289
 CP2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2289'22.2 MI NE FROM ST JOSEPH.
 CP2289'22.15 MILES NORTH-NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE
 CP2289'FROM THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, AT THE JUNCTION
 CP2289'OF STATE HIGHWAY 608 AND A PAVED ROAD CROSSING LEVEE, AT A FENCE
 CP2289'CORNER, 135 FEET WEST OF THE CENTER OF THE LEVEE ROAD, 34 FEET
 CP2289'NORTHEAST OF THE CENTER OF THE PAVED ROAD CROSSING LEVEE, 3 FEET EAST
 CP2289'OF A FENCE CORNER POST, SURROUNDED BY 3 CREOSOTE FENCE POSTS
 CP2289'PAINTED YELLOW. NOTE, MARK CAN ALSO BE REACHED BY GOING 26.75 MILES
 CP2289'SOUTHWEST ALONG THE LEVEE ROAD FROM THE U.S. HIGHWAY 20 BRIDGE OVER
 CP2289'THE LEVEE AT DELTA, LA.
 CP2289'THE MARK IS 20 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2287 ***********************************************************************
 CP2287  HT_MOD      -  This is a Height Modernization Survey Station.
 CP2287  DESIGNATION -  L 24 49 USE
 CP2287  PID         -  CP2287
 CP2287  STATE/COUNTY-  LA/TENSAS
 CP2287  USGS QUAD   -  NEWELLTON (1994)
 CP2287
 CP2287                         *CURRENT SURVEY CONTROL
 CP2287  ___________________________________________________________________
 CP2287* NAD 83(1992)-  32 05 14.75239(N)    091 10 36.49241(W)     ADJUSTED  
 CP2287* NAVD 88     -        24.13   (meters)      79.2    (feet)  GPS OBS   
 CP2287  ___________________________________________________________________
 CP2287  X           -    -111,086.356 (meters)                     COMP
 CP2287  Y           -  -5,407,771.643 (meters)                     COMP
 CP2287  Z           -   3,368,648.194 (meters)                     COMP
 CP2287  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CP2287  ELLIP HEIGHT-          -2.21  (meters)          (06/28/04) GPS OBS
 CP2287  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP2287  DYNAMIC HT  -          24.10  (meters)      79.1   (feet)  COMP
 CP2287  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 CP2287
 CP2287  HORZ ORDER  -  B
 CP2287  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2287  ELLP ORDER  -  FOURTH    CLASS II
 CP2287
 CP2287.The horizontal coordinates were established by GPS observations
 CP2287.and adjusted by the National Geodetic Survey in June 2004..
 CP2287
 CP2287.The orthometric height was determined by GPS observations and a
 CP2287.high-resolution geoid model using precise GPS observation and
 CP2287.processing techniques. It supersedes the leveled height previously
 CP2287.determined for this station.
 CP2287.The vertical order pertains to the first NAVD 88 superseded value.
 CP2287
 CP2287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2287
 CP2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2287
 CP2287.The ellipsoidal height was determined by GPS observations
 CP2287.and is referenced to NAD 83.
 CP2287
 CP2287.The geoid height was determined by GEOID03.
 CP2287
 CP2287.The dynamic height is computed by dividing the NAVD 88
 CP2287.geopotential number by the normal gravity value computed on the
 CP2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2287.degrees latitude (g = 980.6199 gals.).
 CP2287
 CP2287.The modeled gravity was interpolated from observed gravity values.
 CP2287
 CP2287;                    North         East     Units Scale Factor Converg.
 CP2287;SPC LA N     -   176,769.181 1,124,900.999   MT  0.99991911   +0 41 58.5
 CP2287;SPC LA N     -   579,950.22  3,690,612.69   sFT  0.99991911   +0 41 58.5
 CP2287;UTM  15      - 3,551,581.368   672,059.790   MT  0.99996510   +0 58 07.5
 CP2287
 CP2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2287!SPC LA N     -   1.00000035  x   0.99991911  =   0.99991946
 CP2287!UTM  15      -   1.00000035  x   0.99996510  =   0.99996545
 CP2287
 CP2287                          SUPERSEDED SURVEY CONTROL
 CP2287
 CP2287  NAVD 88 (02/14/94)   24.118  (m)           79.13   (f) ADJUSTED    1 2
 CP2287  NAVD 88 (06/15/91)   24.124  (m)           79.15   (f) UNKNOWN     1 2
 CP2287  NGVD 29 (??/??/??)   24.140  (m)           79.20   (f) ADJUSTED    1 2
 CP2287
 CP2287.Superseded values are not recommended for survey control.
 CP2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2287.See file dsdata.txt to determine how the superseded data were derived.
 CP2287
 CP2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7206051581(NAD 83)
 CP2287_MARKER: DD = SURVEY DISK
 CP2287_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2287_SP_SET: COPPER-CLAD STEEL ROD
 CP2287_STAMPING: L-24-49 1978
 CP2287_PROJECTION: RECESSED 5 CENTIMETERS
 CP2287_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2287+SATELLITE: SATELLITE OBSERVATIONS - 2003
 CP2287_ROD/PIPE-DEPTH: 28.7 meters
 CP2287
 CP2287  HISTORY     - Date     Condition        Report By
 CP2287  HISTORY     - 1978     MONUMENTED       USE
 CP2287  HISTORY     - 1979     GOOD             NGS
 CP2287  HISTORY     - 2003     GOOD             PYBURN
 CP2287
 CP2287                          STATION DESCRIPTION
 CP2287
 CP2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2287'20.2 MI NE FROM ST JOSEPH.
 CP2287'20.2 MILES NORTH-NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM
 CP2287'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, ON THE OUTSIDE OF
 CP2287'A CURVE, AT LEVEE STATION MARKER 4950, 135 FEET WEST OF THE CENTER OF
 CP2287'THE LEVEE ROAD, 105 FEET WEST OF THE LEVEE MARKER, 2 FEET EAST OF A
 CP2287'FENCE LINE, AND SURROUNDED BY 4 CREOSOTE POSTS PAINTED YELLOW.
 CP2287'THE MARK IS 20 FT BELOW LEVEE ROAD.
 CP2287
 CP2287                          STATION RECOVERY (2003)
 CP2287
 CP2287'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 CP2287'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2283 ***********************************************************************
 CP2283  DESIGNATION -  L 24 50 USE
 CP2283  PID         -  CP2283
 CP2283  STATE/COUNTY-  LA/TENSAS
 CP2283  USGS QUAD   -  NEWELLTON (1994)
 CP2283
 CP2283                         *CURRENT SURVEY CONTROL
 CP2283  ___________________________________________________________________
 CP2283* NAD 83(1986)-  32 02 13.     (N)    091 10 24.     (W)     SCALED    
 CP2283* NAVD 88     -        23.520  (meters)      77.17   (feet)  ADJUSTED  
 CP2283  ___________________________________________________________________
 CP2283  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2283  DYNAMIC HT  -          23.493 (meters)      77.08  (feet)  COMP
 CP2283  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 CP2283
 CP2283  VERT ORDER  -  FIRST     CLASS II
 CP2283
 CP2283.The horizontal coordinates were scaled from a topographic map and have
 CP2283.an estimated accuracy of +/- 6 seconds.
 CP2283
 CP2283.The orthometric height was determined by differential leveling
 CP2283.and adjusted by the National Geodetic Survey in February 1994..
 CP2283
 CP2283.The geoid height was determined by GEOID03.
 CP2283
 CP2283.The dynamic height is computed by dividing the NAVD 88
 CP2283.geopotential number by the normal gravity value computed on the
 CP2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2283.degrees latitude (g = 980.6199 gals.).
 CP2283
 CP2283.The modeled gravity was interpolated from observed gravity values.
 CP2283
 CP2283;                    North         East    Units  Estimated Accuracy
 CP2283;SPC LA N     -   171,180.    1,125,300.      MT  (+/- 180 meters Scaled)
 CP2283
 CP2283                          SUPERSEDED SURVEY CONTROL
 CP2283
 CP2283  NAVD 88 (06/15/91)   23.527  (m)           77.19   (f) UNKNOWN     1 2
 CP2283  NGVD 29 (??/??/??)   23.541  (m)           77.23   (f) ADJUSTED    1 2
 CP2283
 CP2283.Superseded values are not recommended for survey control.
 CP2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2283.See file dsdata.txt to determine how the superseded data were derived.
 CP2283
 CP2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR724459(NAD 83)
 CP2283_MARKER: DD = SURVEY DISK
 CP2283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2283_SP_SET: COPPER-CLAD STEEL ROD
 CP2283_STAMPING: L-24-50 1978
 CP2283_PROJECTION: RECESSED 5 CENTIMETERS
 CP2283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2283_ROD/PIPE-DEPTH: 43.9 meters
 CP2283
 CP2283  HISTORY     - Date     Condition        Report By
 CP2283  HISTORY     - 1978     MONUMENTED       USE
 CP2283  HISTORY     - 1979     GOOD             NGS
 CP2283
 CP2283                          STATION DESCRIPTION
 CP2283
 CP2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2283'16.4 MI NE FROM ST JOSEPH.
 CP2283'16.35 MILES NORTH-NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE
 CP2283'FROM THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, AT LEVEE
 CP2283'STATION MARKER 5150, AT A SMALL CLUSTER OF PECAN TREES, 171 FEET
 CP2283'SOUTHWEST OF THE CENTER OF THE LEVEE ROAD, 151 FEET SOUTHWEST OF
 CP2283'LEVEE MARKER, 25 FEET NORTHEAST OF THE TOP NORTHEAST EDGE OF A
 CP2283'DITCH, SET BETWEEN TWO CREOSOTED POSTS PAINTED YELLOW.
 CP2283'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2281 ***********************************************************************
 CP2281  DESIGNATION -  L 24 51 USE
 CP2281  PID         -  CP2281
 CP2281  STATE/COUNTY-  LA/TENSAS
 CP2281  USGS QUAD   -  NEWELLTON (1994)
 CP2281
 CP2281                         *CURRENT SURVEY CONTROL
 CP2281  ___________________________________________________________________
 CP2281* NAD 83(1986)-  32 02 05.     (N)    091 08 30.     (W)     SCALED    
 CP2281* NAVD 88     -        23.974  (meters)      78.65   (feet)  ADJUSTED  
 CP2281  ___________________________________________________________________
 CP2281  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2281  DYNAMIC HT  -          23.946 (meters)      78.56  (feet)  COMP
 CP2281  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CP2281
 CP2281  VERT ORDER  -  FIRST     CLASS II
 CP2281
 CP2281.The horizontal coordinates were scaled from a topographic map and have
 CP2281.an estimated accuracy of +/- 6 seconds.
 CP2281
 CP2281.The orthometric height was determined by differential leveling
 CP2281.and adjusted by the National Geodetic Survey in February 1994..
 CP2281
 CP2281.The geoid height was determined by GEOID03.
 CP2281
 CP2281.The dynamic height is computed by dividing the NAVD 88
 CP2281.geopotential number by the normal gravity value computed on the
 CP2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2281.degrees latitude (g = 980.6199 gals.).
 CP2281
 CP2281.The modeled gravity was interpolated from observed gravity values.
 CP2281
 CP2281;                    North         East    Units  Estimated Accuracy
 CP2281;SPC LA N     -   170,970.    1,128,290.      MT  (+/- 180 meters Scaled)
 CP2281
 CP2281                          SUPERSEDED SURVEY CONTROL
 CP2281
 CP2281  NAVD 88 (06/15/91)   23.981  (m)           78.68   (f) UNKNOWN     1 2
 CP2281  NGVD 29 (??/??/??)   23.994  (m)           78.72   (f) ADJUSTED    1 2
 CP2281
 CP2281.Superseded values are not recommended for survey control.
 CP2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2281.See file dsdata.txt to determine how the superseded data were derived.
 CP2281
 CP2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR754457(NAD 83)
 CP2281_MARKER: DD = SURVEY DISK
 CP2281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2281_SP_SET: COPPER-CLAD STEEL ROD
 CP2281_STAMPING: L-24-51 1978
 CP2281_PROJECTION: RECESSED 5 CENTIMETERS
 CP2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2281_ROD/PIPE-DEPTH: 38.7 meters
 CP2281
 CP2281  HISTORY     - Date     Condition        Report By
 CP2281  HISTORY     - 1978     MONUMENTED       USE
 CP2281  HISTORY     - 1979     GOOD             NGS
 CP2281
 CP2281                          STATION DESCRIPTION
 CP2281
 CP2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2281'14.4 MI NE FROM ST JOSEPH.
 CP2281'14.4 MILES NORTH-NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM
 CP2281'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, 0.35 MILE SOUTHWEST
 CP2281'OF THE CROSSING OF A BLACK TOP ROAD, AT LEVEE STATION MARKER 5250,
 CP2281'133 FEET SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, 144 FEET SOUTH
 CP2281'OF THE LEVEE MARKER, AND 2 FEET NORTHWEST OF A FENCE LINE.
 CP2281'THE MARK IS 2 FT  SE FROM  CREOSOTE POST
 CP2281'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2279 ***********************************************************************
 CP2279  DESIGNATION -  L 24 52 USE
 CP2279  PID         -  CP2279
 CP2279  STATE/COUNTY-  LA/TENSAS
 CP2279  USGS QUAD   -  GRAND GULF (1963)
 CP2279
 CP2279                         *CURRENT SURVEY CONTROL
 CP2279  ___________________________________________________________________
 CP2279* NAD 83(1986)-  32 01 43.     (N)    091 07 20.     (W)     SCALED    
 CP2279* NAVD 88     -        22.626  (meters)      74.23   (feet)  ADJUSTED  
 CP2279  ___________________________________________________________________
 CP2279  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2279  DYNAMIC HT  -          22.600 (meters)      74.15  (feet)  COMP
 CP2279  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CP2279
 CP2279  VERT ORDER  -  FIRST     CLASS II
 CP2279
 CP2279.The horizontal coordinates were scaled from a topographic map and have
 CP2279.an estimated accuracy of +/- 6 seconds.
 CP2279
 CP2279.The orthometric height was determined by differential leveling
 CP2279.and adjusted by the National Geodetic Survey in February 1994..
 CP2279
 CP2279.The geoid height was determined by GEOID03.
 CP2279
 CP2279.The dynamic height is computed by dividing the NAVD 88
 CP2279.geopotential number by the normal gravity value computed on the
 CP2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2279.degrees latitude (g = 980.6199 gals.).
 CP2279
 CP2279.The modeled gravity was interpolated from observed gravity values.
 CP2279
 CP2279;                    North         East    Units  Estimated Accuracy
 CP2279;SPC LA N     -   170,310.    1,130,140.      MT  (+/- 180 meters Scaled)
 CP2279
 CP2279                          SUPERSEDED SURVEY CONTROL
 CP2279
 CP2279  NAVD 88 (06/15/91)   22.634  (m)           74.26   (f) UNKNOWN     1 2
 CP2279  NGVD 29 (??/??/??)   22.645  (m)           74.29   (f) ADJUSTED    1 2
 CP2279
 CP2279.Superseded values are not recommended for survey control.
 CP2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2279.See file dsdata.txt to determine how the superseded data were derived.
 CP2279
 CP2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR773451(NAD 83)
 CP2279_MARKER: DD = SURVEY DISK
 CP2279_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2279_SP_SET: COPPER-CLAD STEEL ROD
 CP2279_STAMPING: L-24-52 1978
 CP2279_PROJECTION: RECESSED 5 CENTIMETERS
 CP2279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2279_ROD/PIPE-DEPTH: 43.3 meters
 CP2279
 CP2279  HISTORY     - Date     Condition        Report By
 CP2279  HISTORY     - 1978     MONUMENTED       USE
 CP2279  HISTORY     - 1979     GOOD             NGS
 CP2279
 CP2279                          STATION DESCRIPTION
 CP2279
 CP2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2279'12.5 MI NE FROM ST JOSEPH.
 CP2279'12.5 MILES NORTH-NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE ROAD
 CP2279'FROM THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, 0.35 MILE
 CP2279'NORTHEAST OF A CATTLE GUARD, AT LEVEE STATION MARKER 5350, 223 FEET
 CP2279'NORTH OF THE LEVEE MARKER, 154 FEET NORTHWEST OF THE CENTER OF THE
 CP2279'LEVEE ROAD, AND 2 FEET SOUTHEAST OF A FENCE LINE.
 CP2279'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 CP2279'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2277 ***********************************************************************
 CP2277  DESIGNATION -  L 24 53 USE
 CP2277  PID         -  CP2277
 CP2277  STATE/COUNTY-  LA/TENSAS
 CP2277  USGS QUAD   -  NEWELLTON (1994)
 CP2277
 CP2277                         *CURRENT SURVEY CONTROL
 CP2277  ___________________________________________________________________
 CP2277* NAD 83(1986)-  32 00 37.     (N)    091 08 52.     (W)     SCALED    
 CP2277* NAVD 88     -        21.717  (meters)      71.25   (feet)  ADJUSTED  
 CP2277  ___________________________________________________________________
 CP2277  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2277  DYNAMIC HT  -          21.691 (meters)      71.16  (feet)  COMP
 CP2277  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CP2277
 CP2277  VERT ORDER  -  FIRST     CLASS II
 CP2277
 CP2277.The horizontal coordinates were scaled from a topographic map and have
 CP2277.an estimated accuracy of +/- 6 seconds.
 CP2277
 CP2277.The orthometric height was determined by differential leveling
 CP2277.and adjusted by the National Geodetic Survey in February 1994..
 CP2277
 CP2277.The geoid height was determined by GEOID03.
 CP2277
 CP2277.The dynamic height is computed by dividing the NAVD 88
 CP2277.geopotential number by the normal gravity value computed on the
 CP2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2277.degrees latitude (g = 980.6199 gals.).
 CP2277
 CP2277.The modeled gravity was interpolated from observed gravity values.
 CP2277
 CP2277;                    North         East    Units  Estimated Accuracy
 CP2277;SPC LA N     -   168,250.    1,127,750.      MT  (+/- 180 meters Scaled)
 CP2277
 CP2277                          SUPERSEDED SURVEY CONTROL
 CP2277
 CP2277  NAVD 88 (06/15/91)   21.725  (m)           71.28   (f) UNKNOWN     1 2
 CP2277  NGVD 29 (??/??/??)   21.735  (m)           71.31   (f) ADJUSTED    1 2
 CP2277
 CP2277.Superseded values are not recommended for survey control.
 CP2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2277.See file dsdata.txt to determine how the superseded data were derived.
 CP2277
 CP2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR749430(NAD 83)
 CP2277_MARKER: DD = SURVEY DISK
 CP2277_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2277_SP_SET: COPPER-CLAD STEEL ROD
 CP2277_STAMPING: L-24-53 1979
 CP2277_PROJECTION: RECESSED 5 CENTIMETERS
 CP2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2277_ROD/PIPE-DEPTH: 36.6 meters
 CP2277
 CP2277  HISTORY     - Date     Condition        Report By
 CP2277  HISTORY     - 1979     MONUMENTED       USE
 CP2277  HISTORY     - 1979     GOOD             NGS
 CP2277
 CP2277                          STATION DESCRIPTION
 CP2277
 CP2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2277'10.55 MI NE FROM ST JOSEPH.
 CP2277'10.55 MILES NORTH-NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE
 CP2277'FROM THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, AT LEVEE
 CP2277'STATION MARKER 5450, 178 FEET NORTHWEST OF  THE LEVEE ROAD, 157 FEET
 CP2277'NORTHWEST OF THE LEVEE MARKER, 228 FEET SOUTHWEST ALONG A FENCE LINE
 CP2277'FROM THE CENTER OF A METAL GATE, AND 10 FEET SOUTHEAST OF A FENCE.
 CP2277'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CP2277'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3329 ***********************************************************************
 CP3329  DESIGNATION -  L 24 RESET
 CP3329  PID         -  CP3329
 CP3329  STATE/COUNTY-  LA/WEST CARROLL
 CP3329  USGS QUAD   -  OAK GROVE (1988)
 CP3329
 CP3329                         *CURRENT SURVEY CONTROL
 CP3329  ___________________________________________________________________
 CP3329* NAD 83(1986)-  32 51 45.     (N)    091 23 23.     (W)     SCALED    
 CP3329* NAVD 88     -        35.785  (meters)     117.40   (feet)  ADJUSTED  
 CP3329  ___________________________________________________________________
 CP3329  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP3329
 CP3329  VERT ORDER  -  SECOND    CLASS I
 CP3329
 CP3329.The horizontal coordinates were scaled from a topographic map and have
 CP3329.an estimated accuracy of +/- 6 seconds.
 CP3329
 CP3329.The orthometric height was determined by differential leveling
 CP3329.and adjusted by the National Geodetic Survey in June 1991..
 CP3329.WARNING-Repeat measurements at this control monument indicate possible
 CP3329.vertical movement.
 CP3329
 CP3329.The geoid height was determined by GEOID03.
 CP3329
 CP3329;                    North         East    Units  Estimated Accuracy
 CP3329;SPC LA N     -   262,490.    1,103,920.      MT  (+/- 180 meters Scaled)
 CP3329
 CP3329                          SUPERSEDED SURVEY CONTROL
 CP3329
 CP3329  NGVD 29 (09/18/05)   35.84   (m)          117.6    (f) RESET       3  
 CP3329
 CP3329.Superseded values are not recommended for survey control.
 CP3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3329.See file dsdata.txt to determine how the superseded data were derived.
 CP3329
 CP3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS506371(NAD 83)
 CP3329_MARKER: DB = BENCH MARK DISK
 CP3329_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CP3329+WITH SETTING: PAVEMENT
 CP3329_SP_SET: WATER TANK FOOTING
 CP3329_STAMPING: L 24 1935
 CP3329_MARK LOGO: CGS   
 CP3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3329+STABILITY: SURFACE MOTION
 CP3329
 CP3329  HISTORY     - Date     Condition        Report By
 CP3329  HISTORY     - 1984     MONUMENTED       USGS
 CP3329  HISTORY     - 1985     GOOD             LADTD
 CP3329  HISTORY     - 1986     GOOD             LADTD
 CP3329
 CP3329                          STATION DESCRIPTION
 CP3329
 CP3329'DESCRIBED BY US GEOLOGICAL SURVEY 1984
 CP3329'IN OAK GROVE.
 CP3329'IN OAK GROVE, T. 22 N., R. 11 E., SW COR. SEC. 30, 23.3 M (76.4 FT)
 CP3329'SOUTH, 56.9 M (186.7 FT) WEST OF THE INTERSECTION OF NOBLE AND
 CP3329'CASTLEMAN STS., AT THE MUNICIPAL WATER TANK.  8.8 M (28.9 FT) SSE OF
 CP3329'THE SOUTHEAST COR. OF A METAL BUILDING.  IN THE TOP OF THE
 CP3329'NORTHWESTERN MOST CONCRETE FOUNDATION.
 CP3329
 CP3329                          STATION RECOVERY (1985)
 CP3329
 CP3329'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP3329'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  IN OAK
 CP3329'GROVE, IN NORTHWEST FOOTING OF THE OAK GROVE WATER TANK, 16.5 METERS
 CP3329'(54 FEET) SOUTH OF A CHAIN LINK FENCE AROUND THE WATER TANK, AND 8.8
 CP3329'METERS (29 FEET) WEST OF THE SOUTHWEST CORNER OF THE OPERATIONS
 CP3329'BUILDING AT THE WATER TANK.  THIS MARK WAS REPORTED MOVED TO THIS
 CP3329'LOCATION AND RESET AND THE DATE OF RESET IS NOT STAMPED ON THE DISK.
 CP3329'THE MARK IS 0.31 M ABOVE THE ROAD.
 CP3329
 CP3329                          STATION RECOVERY (1986)
 CP3329
 CP3329'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0436 ***********************************************************************
 CQ0436  DESIGNATION -  L 241
 CQ0436  PID         -  CQ0436
 CQ0436  STATE/COUNTY-  LA/CALDWELL
 CQ0436  USGS QUAD   -  RIVERTON (1989)
 CQ0436
 CQ0436                         *CURRENT SURVEY CONTROL
 CQ0436  ___________________________________________________________________
 CQ0436* NAD 83(1986)-  32 14 06.     (N)    092 05 59.     (W)     SCALED    
 CQ0436* NAVD 88     -        21.00   (+/-2cm)      68.9    (feet)  VERTCON   
 CQ0436  ___________________________________________________________________
 CQ0436  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ0436
 CQ0436  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0436
 CQ0436.The horizontal coordinates were scaled from a topographic map and have
 CQ0436.an estimated accuracy of +/- 6 seconds.
 CQ0436
 CQ0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0436.The vertical order pertains to the NGVD 29 superseded value.
 CQ0436
 CQ0436.The geoid height was determined by GEOID03.
 CQ0436
 CQ0436;                    North         East    Units  Estimated Accuracy
 CQ0436;SPC LA N     -   192,440.    1,037,720.      MT  (+/- 180 meters Scaled)
 CQ0436
 CQ0436                          SUPERSEDED SURVEY CONTROL
 CQ0436
 CQ0436  NGVD 29 (??/??/??)   21.028  (m)           68.99   (f) ADJUSTED    1 2
 CQ0436
 CQ0436.Superseded values are not recommended for survey control.
 CQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0436.See file dsdata.txt to determine how the superseded data were derived.
 CQ0436
 CQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR848668(NAD 83)
 CQ0436_MARKER: DB = BENCH MARK DISK
 CQ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0436_STAMPING: L 241 1966
 CQ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0436+STABILITY: SURFACE MOTION
 CQ0436
 CQ0436  HISTORY     - Date     Condition        Report By
 CQ0436  HISTORY     - 1966     MONUMENTED       CGS
 CQ0436  HISTORY     - 1990     GOOD             USPSQD
 CQ0436  HISTORY     - 1991     GOOD             USPSQD
 CQ0436
 CQ0436                          STATION DESCRIPTION
 CQ0436
 CQ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0436'3.85 MI S FROM BOSCO.
 CQ0436'ABOUT 3.85 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0436'BOSCO, IN SECTION 31, T 15 N, R 4 E, ABOUT 0.2 MILE SOUTH OF A WHITE
 CQ0436'FARMHOUSE ON THE WEST SIDE OF THE HIGHWAY, 53 FEET EAST OF THE CENTER
 CQ0436'LINE OF THE HIGHWAY, 28 FEET WEST OF THE WEST RAIL OF THE MISSOURI
 CQ0436'PACIFIC RAILROAD, 3 FEET EAST OF A TELEPHONE POLE THAT IS BRACED BY A
 CQ0436'GUY WIRE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 CQ0436'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ0436'PROJECTING 4 INCHES.
 CQ0436
 CQ0436                          STATION RECOVERY (1990)
 CQ0436
 CQ0436'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0436'RECOVERED IN GOOD CONDITION.
 CQ0436
 CQ0436                          STATION RECOVERY (1991)
 CQ0436
 CQ0436'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2403 ***********************************************************************
 CQ2403  DESIGNATION -  L 242
 CQ2403  PID         -  CQ2403
 CQ2403  STATE/COUNTY-  LA/OUACHITA
 CQ2403  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2403
 CQ2403                         *CURRENT SURVEY CONTROL
 CQ2403  ___________________________________________________________________
 CQ2403* NAD 83(1986)-  32 29 53.     (N)    092 01 30.     (W)     SCALED    
 CQ2403* NAVD 88     -        22.148  (meters)      72.66   (feet)  ADJUSTED  
 CQ2403  ___________________________________________________________________
 CQ2403  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2403  DYNAMIC HT  -          22.123 (meters)      72.58  (feet)  COMP
 CQ2403  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CQ2403
 CQ2403  VERT ORDER  -  FIRST     CLASS I
 CQ2403
 CQ2403.The horizontal coordinates were scaled from a topographic map and have
 CQ2403.an estimated accuracy of +/- 6 seconds.
 CQ2403
 CQ2403.The orthometric height was determined by differential leveling
 CQ2403.and adjusted by the National Geodetic Survey in June 1991..
 CQ2403
 CQ2403.The geoid height was determined by GEOID03.
 CQ2403
 CQ2403.The dynamic height is computed by dividing the NAVD 88
 CQ2403.geopotential number by the normal gravity value computed on the
 CQ2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2403.degrees latitude (g = 980.6199 gals.).
 CQ2403
 CQ2403.The modeled gravity was interpolated from observed gravity values.
 CQ2403
 CQ2403;                    North         East    Units  Estimated Accuracy
 CQ2403;SPC LA N     -   221,640.    1,044,640.      MT  (+/- 180 meters Scaled)
 CQ2403
 CQ2403                          SUPERSEDED SURVEY CONTROL
 CQ2403
 CQ2403  NGVD 29 (??/??/??)   22.190  (m)           72.80   (f) ADJUSTED    1 1
 CQ2403
 CQ2403.Superseded values are not recommended for survey control.
 CQ2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2403.See file dsdata.txt to determine how the superseded data were derived.
 CQ2403
 CQ2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR915960(NAD 83)
 CQ2403_MARKER: DB = BENCH MARK DISK
 CQ2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2403_STAMPING: L 242 1966
 CQ2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2403+STABILITY: SURFACE MOTION
 CQ2403
 CQ2403  HISTORY     - Date     Condition        Report By
 CQ2403  HISTORY     - 1966     MONUMENTED       CGS
 CQ2403  HISTORY     - 1969     GOOD             CGS
 CQ2403
 CQ2403                          STATION DESCRIPTION
 CQ2403
 CQ2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2403'4.8 MI E FROM MONROE.
 CQ2403'4.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2403'STATION AT MONROE, IN SECTION 35, T 18 N, R 4 E, AT A PRIVATE ROAD
 CQ2403'CROSSING AND AN ENTRANCE TO A FIELD, 37 FEET NORTH OF THE NORTH RAIL,
 CQ2403'111 FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD, 2 FEET NORTH
 CQ2403'OF A TELEGRAPH POLE, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT 4
 CQ2403'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CQ2403'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2020 ***********************************************************************
 CP2020  DESIGNATION -  L 244
 CP2020  PID         -  CP2020
 CP2020  STATE/COUNTY-  LA/FRANKLIN
 CP2020  USGS QUAD   -  LAMAR (1987)
 CP2020
 CP2020                         *CURRENT SURVEY CONTROL
 CP2020  ___________________________________________________________________
 CP2020* NAD 83(1986)-  32 15 09.     (N)    091 34 56.     (W)     SCALED    
 CP2020* NAVD 88     -        29.58   (+/-2cm)      97.0    (feet)  VERTCON   
 CP2020  ___________________________________________________________________
 CP2020  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2020
 CP2020  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2020
 CP2020.The horizontal coordinates were scaled from a topographic map and have
 CP2020.an estimated accuracy of +/- 6 seconds.
 CP2020
 CP2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2020.The vertical order pertains to the NGVD 29 superseded value.
 CP2020
 CP2020.The geoid height was determined by GEOID03.
 CP2020
 CP2020;                    North         East    Units  Estimated Accuracy
 CP2020;SPC LA N     -   194,680.    1,086,480.      MT  (+/- 180 meters Scaled)
 CP2020
 CP2020                          SUPERSEDED SURVEY CONTROL
 CP2020
 CP2020  NGVD 29 (??/??/92)   29.596  (m)           97.10   (f) ADJ UNCH    1 2
 CP2020
 CP2020.Superseded values are not recommended for survey control.
 CP2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2020.See file dsdata.txt to determine how the superseded data were derived.
 CP2020
 CP2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR335693(NAD 83)
 CP2020_MARKER: DB = BENCH MARK DISK
 CP2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2020_STAMPING: L 244 - 1966
 CP2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2020+STABILITY: SURFACE MOTION
 CP2020
 CP2020  HISTORY     - Date     Condition        Report By
 CP2020  HISTORY     - 1966     MONUMENTED       CGS
 CP2020  HISTORY     - 1970     GOOD             LADTD
 CP2020
 CP2020                          STATION DESCRIPTION
 CP2020
 CP2020'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2020'1.0 MI NE FROM CROWVILLE.
 CP2020'ABOUT 1.0 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 17 FROM THE POST
 CP2020'OFFICE IN CROWVILLE.  IT IS 98.5 FEET WEST OF THE CENTERLINE OF
 CP2020'LOUISIANA HIGHWAY 17, 1.5 FEET NORTH OF A POWER POLE, 36.5 FEET SOUTH
 CP2020'OF THE SOUTHWEST CORNER OF A FRAME RESIDENCE BELONGING TO J. O.
 CP2020'RICHARDSON, JR., 20.5 FEET EAST OF A BOARD FENCE.  IT IS SET IN THE
 CP2020'TOP OF A CONCRETE POST PROJECTING 1.0 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1730 ***********************************************************************
 CP1730  DESIGNATION -  L 245
 CP1730  PID         -  CP1730
 CP1730  STATE/COUNTY-  LA/RICHLAND
 CP1730  USGS QUAD   -  DUNN (1987)
 CP1730
 CP1730                         *CURRENT SURVEY CONTROL
 CP1730  ___________________________________________________________________
 CP1730* NAD 83(1986)-  32 27 47.     (N)    091 34 18.     (W)     SCALED    
 CP1730* NAVD 88     -        26.532  (meters)      87.05   (feet)  ADJUSTED  
 CP1730  ___________________________________________________________________
 CP1730  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1730  DYNAMIC HT  -          26.502 (meters)      86.95  (feet)  COMP
 CP1730  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CP1730
 CP1730  VERT ORDER  -  FIRST     CLASS I
 CP1730
 CP1730.The horizontal coordinates were scaled from a topographic map and have
 CP1730.an estimated accuracy of +/- 6 seconds.
 CP1730
 CP1730.The orthometric height was determined by differential leveling
 CP1730.and adjusted by the National Geodetic Survey in June 1991..
 CP1730
 CP1730.The geoid height was determined by GEOID03.
 CP1730
 CP1730.The dynamic height is computed by dividing the NAVD 88
 CP1730.geopotential number by the normal gravity value computed on the
 CP1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1730.degrees latitude (g = 980.6199 gals.).
 CP1730
 CP1730.The modeled gravity was interpolated from observed gravity values.
 CP1730
 CP1730;                    North         East    Units  Estimated Accuracy
 CP1730;SPC LA N     -   218,030.    1,087,270.      MT  (+/- 180 meters Scaled)
 CP1730
 CP1730                          SUPERSEDED SURVEY CONTROL
 CP1730
 CP1730  NGVD 29 (??/??/??)   26.553  (m)           87.12   (f) ADJUSTED    1 1
 CP1730
 CP1730.Superseded values are not recommended for survey control.
 CP1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1730.See file dsdata.txt to determine how the superseded data were derived.
 CP1730
 CP1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR342926(NAD 83)
 CP1730_MARKER: DB = BENCH MARK DISK
 CP1730_SETTING: 0 = UNSPECIFIED SETTING
 CP1730_STAMPING: L 245 1966
 CP1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1730
 CP1730  HISTORY     - Date     Condition        Report By
 CP1730  HISTORY     - 1966     MONUMENTED       CGS
 CP1730  HISTORY     - 1976     GOOD             LADTD
 CP1730
 CP1730                          STATION DESCRIPTION
 CP1730
 CP1730'DESCRIBED BY LA TRANSP AND DEV 1976
 CP1730'4.6 MI W FROM DELHI.
 CP1730'MONUMENT IS 4.6 MILES WEST OF DELHI ON LA. U.S. HWY. 80.  42.0 FT.
 CP1730'NORTH OF CENTER LINE OF RAILROAD TRACK.  58.3 FT. SOUTH OF THE CENTER
 CP1730'LINE OF U.S. 80.  46.4 FT. WEST OF CENTER LINE OF GRAVEL ROAD LEADING
 CP1730'FROM U.S. 80 ACROSS RAILROAD TRACK.  1.3 FT. WEST OF A METAL WITNESS
 CP1730'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2242 ***********************************************************************
 CP2242  DESIGNATION -  L 25
 CP2242  PID         -  CP2242
 CP2242  STATE/COUNTY-  LA/MOREHOUSE
 CP2242  USGS QUAD   -  BEEKMAN (1988)
 CP2242
 CP2242                         *CURRENT SURVEY CONTROL
 CP2242  ___________________________________________________________________
 CP2242* NAD 83(1986)-  32 55 59.     (N)    091 54 08.     (W)     SCALED    
 CP2242* NAVD 88     -        34.716  (meters)     113.90   (feet)  ADJUSTED  
 CP2242  ___________________________________________________________________
 CP2242  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CP2242  DYNAMIC HT  -          34.679 (meters)     113.78  (feet)  COMP
 CP2242  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 CP2242
 CP2242  VERT ORDER  -  SECOND    CLASS 0
 CP2242
 CP2242.The horizontal coordinates were scaled from a topographic map and have
 CP2242.an estimated accuracy of +/- 6 seconds.
 CP2242
 CP2242.The orthometric height was determined by differential leveling
 CP2242.and adjusted by the National Geodetic Survey in June 1991..
 CP2242
 CP2242.The geoid height was determined by GEOID03.
 CP2242
 CP2242.The dynamic height is computed by dividing the NAVD 88
 CP2242.geopotential number by the normal gravity value computed on the
 CP2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2242.degrees latitude (g = 980.6199 gals.).
 CP2242
 CP2242.The modeled gravity was interpolated from observed gravity values.
 CP2242
 CP2242;                    North         East    Units  Estimated Accuracy
 CP2242;SPC LA N     -   269,940.    1,055,910.      MT  (+/- 180 meters Scaled)
 CP2242
 CP2242                          SUPERSEDED SURVEY CONTROL
 CP2242
 CP2242  NGVD 29 (??/??/92)   34.796  (m)          114.16   (f) ADJ UNCH    2 0
 CP2242
 CP2242.Superseded values are not recommended for survey control.
 CP2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2242.See file dsdata.txt to determine how the superseded data were derived.
 CP2242
 CP2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS026444(NAD 83)
 CP2242_MARKER: DB = BENCH MARK DISK
 CP2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2242_STAMPING: L-25 1935
 CP2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2242+STABILITY: SURFACE MOTION
 CP2242
 CP2242  HISTORY     - Date     Condition        Report By
 CP2242  HISTORY     - 1935     MONUMENTED       CGS
 CP2242  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2242
 CP2242                          STATION DESCRIPTION
 CP2242
 CP2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2242'8.3 MI N FROM WARDVILLE.
 CP2242'8.3 MILES NORTH OF, ALONG ST. HWY. 133, FROM STATION. AT ROAD FORKS.
 CP2242'ABOUT .5 MILE NORTH OF ROAD TO STEVENSON.  280 FEET NORTH OF WOODEN
 CP2242'BRIDGE WITH WOOD SIDE RAILS.  29.5 FEET EAST OF CENTERLINE OF ST. HWY.
 CP2242'133.  14.6 FEET NORTHWEST OF CENTERLINE OF ROAD LEADING NORTHEAST.
 CP2242'10.4 FEET NORTHEAST OF TELEPHONE POLE. TABLET SET IN PRECAST CONCRETE
 CP2242'POST.
 CP2242
 CP2242                          STATION RECOVERY (1982)
 CP2242
 CP2242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1884 ***********************************************************************
 BW1884  DESIGNATION -  L 25 10 USE
 BW1884  PID         -  BW1884
 BW1884  STATE/COUNTY-  LA/TENSAS
 BW1884  USGS QUAD   -  ST JOSEPH (1986)
 BW1884
 BW1884                         *CURRENT SURVEY CONTROL
 BW1884  ___________________________________________________________________
 BW1884* NAD 83(1986)-  31 56 35.     (N)    091 12 13.     (W)     SCALED    
 BW1884* NAVD 88     -        22.287  (meters)      73.12   (feet)  ADJUSTED  
 BW1884  ___________________________________________________________________
 BW1884  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW1884  DYNAMIC HT  -          22.261 (meters)      73.03  (feet)  COMP
 BW1884  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 BW1884
 BW1884  VERT ORDER  -  FIRST     CLASS II
 BW1884
 BW1884.The horizontal coordinates were scaled from a topographic map and have
 BW1884.an estimated accuracy of +/- 6 seconds.
 BW1884
 BW1884.The orthometric height was determined by differential leveling
 BW1884.and adjusted by the National Geodetic Survey in February 1994..
 BW1884
 BW1884.The geoid height was determined by GEOID03.
 BW1884
 BW1884.The dynamic height is computed by dividing the NAVD 88
 BW1884.geopotential number by the normal gravity value computed on the
 BW1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1884.degrees latitude (g = 980.6199 gals.).
 BW1884
 BW1884.The modeled gravity was interpolated from observed gravity values.
 BW1884
 BW1884;                    North         East    Units  Estimated Accuracy
 BW1884;SPC LA N     -   160,730.    1,122,560.      MT  (+/- 180 meters Scaled)
 BW1884
 BW1884                          SUPERSEDED SURVEY CONTROL
 BW1884
 BW1884  NAVD 88 (06/15/91)   22.297  (m)           73.15   (f) UNKNOWN     1 2
 BW1884  NGVD 29 (??/??/??)   22.302  (m)           73.17   (f) ADJUSTED    1 2
 BW1884
 BW1884.Superseded values are not recommended for survey control.
 BW1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1884.See file dsdata.txt to determine how the superseded data were derived.
 BW1884
 BW1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR697355(NAD 83)
 BW1884_MARKER: DD = SURVEY DISK
 BW1884_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1884_SP_SET: COPPER-CLAD STEEL ROD
 BW1884_STAMPING: L 25-10-79
 BW1884_PROJECTION: RECESSED 5 CENTIMETERS
 BW1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1884_ROD/PIPE-DEPTH: 26.5 meters
 BW1884
 BW1884  HISTORY     - Date     Condition        Report By
 BW1884  HISTORY     - 1979     MONUMENTED       USE
 BW1884  HISTORY     - 1979     GOOD             NGS
 BW1884
 BW1884                          STATION DESCRIPTION
 BW1884
 BW1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1884'2.85 MI NE FROM ST JOSEPH.
 BW1884'2.85 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1884'THE JUNCTION OF WASHINGTON STREET AT ST. JOSEPH, AT A POINT WHERE A
 BW1884'PAVED ROAD FORKS A CROSSES THE LEVEE, AT LEVEE STATION MARKER 5850,
 BW1884'173 FEET NORTHWEST OF THE CENTER OF THE LEVEE ROAD, 155 FEET NORTHWEST
 BW1884'OF THE LEVEE STATION MARKER, 64 FEET EAST OF A POWER LINE JUNCTION
 BW1884'POLE, 49 FEET SOUTH OF THE CENTER OF THE PAVED ROAD CROSSING THE
 BW1884'LEVEE, 2 FEET SOUTH OF A FENCE LINE.
 BW1884'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1882 ***********************************************************************
 BW1882  DESIGNATION -  L 25 11 USE
 BW1882  PID         -  BW1882
 BW1882  STATE/COUNTY-  LA/TENSAS
 BW1882  USGS QUAD   -  ST JOSEPH (1986)
 BW1882
 BW1882                         *CURRENT SURVEY CONTROL
 BW1882  ___________________________________________________________________
 BW1882* NAD 83(1986)-  31 55 33.     (N)    091 13 22.     (W)     SCALED    
 BW1882* NAVD 88     -        22.558  (meters)      74.01   (feet)  ADJUSTED  
 BW1882  ___________________________________________________________________
 BW1882  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW1882  DYNAMIC HT  -          22.532 (meters)      73.92  (feet)  COMP
 BW1882  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 BW1882
 BW1882  VERT ORDER  -  FIRST     CLASS II
 BW1882
 BW1882.The horizontal coordinates were scaled from a topographic map and have
 BW1882.an estimated accuracy of +/- 6 seconds.
 BW1882
 BW1882.The orthometric height was determined by differential leveling
 BW1882.and adjusted by the National Geodetic Survey in February 1994..
 BW1882
 BW1882.The geoid height was determined by GEOID03.
 BW1882
 BW1882.The dynamic height is computed by dividing the NAVD 88
 BW1882.geopotential number by the normal gravity value computed on the
 BW1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1882.degrees latitude (g = 980.6199 gals.).
 BW1882
 BW1882.The modeled gravity was interpolated from observed gravity values.
 BW1882
 BW1882;                    North         East    Units  Estimated Accuracy
 BW1882;SPC LA N     -   158,800.    1,120,770.      MT  (+/- 180 meters Scaled)
 BW1882
 BW1882                          SUPERSEDED SURVEY CONTROL
 BW1882
 BW1882  NAVD 88 (06/15/91)   22.568  (m)           74.04   (f) UNKNOWN     1 2
 BW1882  NGVD 29 (??/??/??)   22.573  (m)           74.06   (f) ADJUSTED    1 2
 BW1882
 BW1882.Superseded values are not recommended for survey control.
 BW1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1882.See file dsdata.txt to determine how the superseded data were derived.
 BW1882
 BW1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR680335(NAD 83)
 BW1882_MARKER: DD = SURVEY DISK
 BW1882_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1882_SP_SET: COPPER-CLAD STEEL ROD
 BW1882_STAMPING: L 25-11-79
 BW1882_PROJECTION: RECESSED 5 CENTIMETERS
 BW1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1882_ROD/PIPE-DEPTH: 17.1 meters
 BW1882
 BW1882  HISTORY     - Date     Condition        Report By
 BW1882  HISTORY     - 1979     MONUMENTED       USE
 BW1882  HISTORY     - 1979     GOOD             NGS
 BW1882
 BW1882                          STATION DESCRIPTION
 BW1882
 BW1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1882'0.9 MI NE FROM ST JOSEPH.
 BW1882'0.9 MILE NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM THE
 BW1882'JUNCTION OF WASHINGTON STREET AT ST. JOSEPH, 0.30 MILE NORTHEAST OF A
 BW1882'CATTLE GUARD, AT LEVEE STATION MARKER 5950, 138 FEET NORTHWEST OF THE
 BW1882'CENTER OF THE LEVEE ROAD, 119 FEET NORTHWEST OF THE LEVEE STATION
 BW1882'MARKER, 103 FEET SOUTHEAST OF A CORNER POST IN THE FENCE LINE AT A
 BW1882'POINT WHERE IT MAKES A BEND, THE MARK IS SURROUNDED BY CREOSOTE POST
 BW1882'NOW PAINTED YELLOW.
 BW1882'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1881 ***********************************************************************
 BW1881  DESIGNATION -  L 25 7 USE
 BW1881  PID         -  BW1881
 BW1881  STATE/COUNTY-  LA/TENSAS
 BW1881  USGS QUAD   -  ST JOSEPH (1986)
 BW1881
 BW1881                         *CURRENT SURVEY CONTROL
 BW1881  ___________________________________________________________________
 BW1881* NAD 83(1986)-  31 54 07.     (N)    091 14 36.     (W)     SCALED    
 BW1881* NAVD 88     -        24.074  (meters)      78.98   (feet)  ADJUSTED  
 BW1881  ___________________________________________________________________
 BW1881  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW1881  DYNAMIC HT  -          24.046 (meters)      78.89  (feet)  COMP
 BW1881  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 BW1881  OBS GRAVITY -     979,472.2   (mgal)                       GRAV_OBS
 BW1881
 BW1881  VERT ORDER  -  FIRST     CLASS II
 BW1881
 BW1881.The horizontal coordinates were scaled from a topographic map and have
 BW1881.an estimated accuracy of +/- 6 seconds.
 BW1881
 BW1881.The orthometric height was determined by differential leveling
 BW1881.and adjusted by the National Geodetic Survey in February 1994..
 BW1881
 BW1881.The geoid height was determined by GEOID03.
 BW1881
 BW1881.The dynamic height is computed by dividing the NAVD 88
 BW1881.geopotential number by the normal gravity value computed on the
 BW1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1881.degrees latitude (g = 980.6199 gals.).
 BW1881
 BW1881.The modeled gravity was interpolated from observed gravity values.
 BW1881.The observed gravity was obtained from relative gravimeter ties
 BW1881.to the IGSN71 gravity network.
 BW1881
 BW1881;                    North         East    Units  Estimated Accuracy
 BW1881;SPC LA N     -   156,130.    1,118,860.      MT  (+/- 180 meters Scaled)
 BW1881
 BW1881                          SUPERSEDED SURVEY CONTROL
 BW1881
 BW1881  NAVD 88 (06/15/91)   24.085  (m)           79.02   (f) UNKNOWN     1 2
 BW1881  NGVD 29 (??/??/??)   24.088  (m)           79.03   (f) ADJUSTED    1 2
 BW1881
 BW1881.Superseded values are not recommended for survey control.
 BW1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1881.See file dsdata.txt to determine how the superseded data were derived.
 BW1881
 BW1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR661309(NAD 83)
 BW1881_MARKER: DD = SURVEY DISK
 BW1881_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BW1881_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 BW1881_STAMPING: L 25-7-79
 BW1881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1881+STABILITY: POSITION/ELEVATION WELL
 BW1881
 BW1881  HISTORY     - Date     Condition        Report By
 BW1881  HISTORY     - 1979     MONUMENTED       USE
 BW1881  HISTORY     - 1979     GOOD             NGS
 BW1881
 BW1881                          STATION DESCRIPTION
 BW1881
 BW1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1881'1.05 MI SW FROM ST JOSEPH.
 BW1881'1.05 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1881'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, AT LEVEE STATION
 BW1881'6050, 125 FEET WEST OF THE CENTER OF THE LEVEE ROAD, 111 FEET WEST OF
 BW1881'THE LEVEE STATION MARKER, 44 FEET EAST OF THE FENCE LINE.
 BW1881'THIS IS A CLASS A MARK PROTECTED BY A 2 BY 2-FOOT CONCRETE SLAB AND
 BW1881'4 METAL POSTS NOW PAINTED YELLOW.
 BW1881'THE MARK IS 15 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1888 ***********************************************************************
 BW1888  DESIGNATION -  L 25 8 USE
 BW1888  PID         -  BW1888
 BW1888  STATE/COUNTY-  LA/TENSAS
 BW1888  USGS QUAD   -  ST JOSEPH (1986)
 BW1888
 BW1888                         *CURRENT SURVEY CONTROL
 BW1888  ___________________________________________________________________
 BW1888* NAD 83(1986)-  31 59 35.     (N)    091 11 13.     (W)     SCALED    
 BW1888* NAVD 88     -        22.523  (meters)      73.89   (feet)  ADJUSTED  
 BW1888  ___________________________________________________________________
 BW1888  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW1888  DYNAMIC HT  -          22.497 (meters)      73.81  (feet)  COMP
 BW1888  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 BW1888
 BW1888  VERT ORDER  -  FIRST     CLASS II
 BW1888
 BW1888.The horizontal coordinates were scaled from a topographic map and have
 BW1888.an estimated accuracy of +/- 6 seconds.
 BW1888
 BW1888.The orthometric height was determined by differential leveling
 BW1888.and adjusted by the National Geodetic Survey in February 1994..
 BW1888
 BW1888.The geoid height was determined by GEOID03.
 BW1888
 BW1888.The dynamic height is computed by dividing the NAVD 88
 BW1888.geopotential number by the normal gravity value computed on the
 BW1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1888.degrees latitude (g = 980.6199 gals.).
 BW1888
 BW1888.The modeled gravity was interpolated from observed gravity values.
 BW1888
 BW1888;                    North         East    Units  Estimated Accuracy
 BW1888;SPC LA N     -   166,290.    1,124,070.      MT  (+/- 180 meters Scaled)
 BW1888
 BW1888                          SUPERSEDED SURVEY CONTROL
 BW1888
 BW1888  NAVD 88 (06/15/91)   22.532  (m)           73.92   (f) UNKNOWN     1 2
 BW1888  NGVD 29 (??/??/??)   22.540  (m)           73.95   (f) ADJUSTED    1 2
 BW1888
 BW1888.Superseded values are not recommended for survey control.
 BW1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1888.See file dsdata.txt to determine how the superseded data were derived.
 BW1888
 BW1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR712411(NAD 83)
 BW1888_MARKER: DD = SURVEY DISK
 BW1888_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1888_SP_SET: COPPER-CLAD STEEL ROD
 BW1888_STAMPING: BM L-25-8 1979
 BW1888_PROJECTION: RECESSED 5 CENTIMETERS
 BW1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1888_ROD/PIPE-DEPTH: 19.5 meters
 BW1888
 BW1888  HISTORY     - Date     Condition        Report By
 BW1888  HISTORY     - 1979     MONUMENTED       USE
 BW1888  HISTORY     - 1979     GOOD             NGS
 BW1888
 BW1888                          STATION DESCRIPTION
 BW1888
 BW1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1888'6.7 MI NE FROM ST JOSEPH.
 BW1888'6.7 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM
 BW1888'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, AT LEVEE STATION
 BW1888'MARKER 5650, 142 FEET WEST OF THE CENTER OF THE LEVEE ROAD, 125 FEET
 BW1888'WEST-SOUTHWEST OF THE LEVEE MARKER, 44 FEET NORTH OF A POWER POLE,
 BW1888'34.5 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD PARALLELING THE
 BW1888'LEVEE, AND 2 FEET EAST OF A FENCE LINE.
 BW1888'THE MARK IS 30 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1886 ***********************************************************************
 BW1886  DESIGNATION -  L 25 9 USE
 BW1886  PID         -  BW1886
 BW1886  STATE/COUNTY-  LA/TENSAS
 BW1886  USGS QUAD   -  ST JOSEPH (1986)
 BW1886
 BW1886                         *CURRENT SURVEY CONTROL
 BW1886  ___________________________________________________________________
 BW1886* NAD 83(1986)-  31 58 19.     (N)    091 11 43.     (W)     SCALED    
 BW1886* NAVD 88     -        23.086  (meters)      75.74   (feet)  ADJUSTED  
 BW1886  ___________________________________________________________________
 BW1886  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW1886  DYNAMIC HT  -          23.059 (meters)      75.65  (feet)  COMP
 BW1886  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 BW1886
 BW1886  VERT ORDER  -  FIRST     CLASS II
 BW1886
 BW1886.The horizontal coordinates were scaled from a topographic map and have
 BW1886.an estimated accuracy of +/- 6 seconds.
 BW1886
 BW1886.The orthometric height was determined by differential leveling
 BW1886.and adjusted by the National Geodetic Survey in February 1994..
 BW1886
 BW1886.The geoid height was determined by GEOID03.
 BW1886
 BW1886.The dynamic height is computed by dividing the NAVD 88
 BW1886.geopotential number by the normal gravity value computed on the
 BW1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1886.degrees latitude (g = 980.6199 gals.).
 BW1886
 BW1886.The modeled gravity was interpolated from observed gravity values.
 BW1886
 BW1886;                    North         East    Units  Estimated Accuracy
 BW1886;SPC LA N     -   163,940.    1,123,310.      MT  (+/- 180 meters Scaled)
 BW1886
 BW1886                          SUPERSEDED SURVEY CONTROL
 BW1886
 BW1886  NAVD 88 (06/15/91)   23.095  (m)           75.77   (f) UNKNOWN     1 2
 BW1886  NGVD 29 (??/??/??)   23.102  (m)           75.79   (f) ADJUSTED    1 2
 BW1886
 BW1886.Superseded values are not recommended for survey control.
 BW1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1886.See file dsdata.txt to determine how the superseded data were derived.
 BW1886
 BW1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR705387(NAD 83)
 BW1886_MARKER: DD = SURVEY DISK
 BW1886_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1886_SP_SET: COPPER-CLAD STEEL ROD
 BW1886_STAMPING: BM L-25-9-79
 BW1886_PROJECTION: RECESSED 5 CENTIMETERS
 BW1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1886_ROD/PIPE-DEPTH: 29.3 meters
 BW1886
 BW1886  HISTORY     - Date     Condition        Report By
 BW1886  HISTORY     - 1979     MONUMENTED       USE
 BW1886  HISTORY     - 1979     GOOD             NGS
 BW1886
 BW1886                          STATION DESCRIPTION
 BW1886
 BW1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1886'4.75 MI NE FROM ST JOSEPH.
 BW1886'4.75 MILES NORTHNORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE
 BW1886'FROM THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, AT LEVEE
 BW1886'STATION MARKER 5750, 238 FEET WEST OF THE CENTER OF THE LEVEE ROAD,
 BW1886'227 FEET SOUTHWEST OF THE LEVEE STATION MARKER, 36 FEET EAST OF THE
 BW1886'CENTER LINE OF A PAVED ROAD PARALLELING THE LEVEE, 3 FEET EAST OF A
 BW1886'FENCE LINE, AND SURROUNDED BY CREOSOTED POSTS PAINTED YELLOW.
 BW1886'THE MARK IS 25 FT BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0163 ***********************************************************************
 BJ0163  DESIGNATION -  L 250
 BJ0163  PID         -  BJ0163
 BJ0163  STATE/COUNTY-  LA/AVOYELLES
 BJ0163  USGS QUAD   -  SIMMESPORT (1969)
 BJ0163
 BJ0163                         *CURRENT SURVEY CONTROL
 BJ0163  ___________________________________________________________________
 BJ0163* NAD 83(1986)-  30 59 24.     (N)    091 48 56.     (W)     SCALED    
 BJ0163* NAVD 88     -        14.555  (meters)      47.75   (feet)  ADJUSTED  
 BJ0163  ___________________________________________________________________
 BJ0163  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0163  DYNAMIC HT  -          14.537 (meters)      47.69  (feet)  COMP
 BJ0163  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 BJ0163
 BJ0163  VERT ORDER  -  FIRST     CLASS I
 BJ0163
 BJ0163.The horizontal coordinates were scaled from a topographic map and have
 BJ0163.an estimated accuracy of +/- 6 seconds.
 BJ0163
 BJ0163.The orthometric height was determined by differential leveling
 BJ0163.and adjusted by the National Geodetic Survey in February 1994..
 BJ0163
 BJ0163.The geoid height was determined by GEOID03.
 BJ0163
 BJ0163.The dynamic height is computed by dividing the NAVD 88
 BJ0163.geopotential number by the normal gravity value computed on the
 BJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0163.degrees latitude (g = 980.6199 gals.).
 BJ0163
 BJ0163.The modeled gravity was interpolated from observed gravity values.
 BJ0163
 BJ0163;                    North         East    Units  Estimated Accuracy
 BJ0163;SPC LA N     -    54,540.    1,065,380.      MT  (+/- 180 meters Scaled)
 BJ0163
 BJ0163                          SUPERSEDED SURVEY CONTROL
 BJ0163
 BJ0163  NAVD 88 (06/15/91)   14.581  (m)           47.84   (f) UNKNOWN     1 1
 BJ0163  NGVD 29 (??/??/??)   14.533  (m)           47.68   (f) ADJUSTED    1 1
 BJ0163
 BJ0163.Superseded values are not recommended for survey control.
 BJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0163.See file dsdata.txt to determine how the superseded data were derived.
 BJ0163
 BJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ130290(NAD 83)
 BJ0163_MARKER: DB = BENCH MARK DISK
 BJ0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0163_SP_SET: FOUNDATION
 BJ0163_STAMPING: L 250 1966
 BJ0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0163+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 BJ0163
 BJ0163  HISTORY     - Date     Condition        Report By
 BJ0163  HISTORY     - 1966     MONUMENTED       CGS
 BJ0163  HISTORY     - 1976     GOOD             NGS
 BJ0163  HISTORY     - 1977     GOOD             NGS
 BJ0163  HISTORY     - 20050115 GOOD             USPSQD
 BJ0163
 BJ0163                          STATION DESCRIPTION
 BJ0163
 BJ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0163'IN SIMMESPORT.
 BJ0163'AT SIMMESPORT, IN SECTION 12, T 1 S, R 6 E, 24 FEET EAST OF THE CENTER
 BJ0163'LINE OF THE FRONT ENTRANCE TO THE CHRIST THE KING CATHOLIC CHURCH, 147
 BJ0163'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1, 10 1/2 FEET
 BJ0163'NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, SET IN THE TOP OF THE
 BJ0163'WEST SIDE OF THE CONCRETE FOUNDATION OF THE EAST LEG OF A LARGE ARCH
 BJ0163'IN FRONT OF THE CHURCH, AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE
 BJ0163'LAWN.
 BJ0163
 BJ0163                          STATION RECOVERY (1976)
 BJ0163
 BJ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0163'AT SIMMESPORT, 0.8 MILE NORTHWEST ALONG MAIN STREET FROM THE
 BJ0163'SIMMESPORT ELEMENTARY SCHOOL, AT THE CHRIST THE KING CATHOLIC CHURCH,
 BJ0163'147 FT SOUTH OF THE CENTER LINE OF NORTH MAIN STREET, 24 FT EAST OF
 BJ0163'THE CENTER OF THE FRONT DOORWAY, IN THE TOP OF THE WEST SIDE OF
 BJ0163'THE CONCRETE FOUNDATION OF THE EAST LEG OF A LARGE ARCH IN FRONT OF
 BJ0163'THE CHURCH, 10.1 FT NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH,
 BJ0163
 BJ0163                          STATION RECOVERY (1977)
 BJ0163
 BJ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0163'AT SIMMESPORT, 24 FEET EAST OF THE CENTER LINE OF THE FRONT
 BJ0163'ENTRANCE TO THE CHRIST THE KING CATHOLIC CHURCH, 147 FEET SOUTH
 BJ0163'OF THE CENTER OF NORTH MAIN STREET, 10.6 FEET NORTHWEST OF THE
 BJ0163'NORTHEAST CORNER OF CHURCH, SET IN THE TOP OF WEST SIDE OF
 BJ0163'OF THE CONCRETE FOUNDATION OF THE EAST LEG OF A LARGE ARCH
 BJ0163'IN THE FRONT OF THE CHURCH.
 BJ0163
 BJ0163                          STATION RECOVERY (2005)
 BJ0163
 BJ0163'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0163'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1502 ***********************************************************************
 BW1502  DESIGNATION -  L 251
 BW1502  PID         -  BW1502
 BW1502  STATE/COUNTY-  LA/CONCORDIA
 BW1502  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1502
 BW1502                         *CURRENT SURVEY CONTROL
 BW1502  ___________________________________________________________________
 BW1502* NAD 83(1986)-  31 37 46.     (N)    091 32 59.     (W)     SCALED    
 BW1502* NAVD 88     -        18.65   (+/-2cm)      61.2    (feet)  VERTCON   
 BW1502  ___________________________________________________________________
 BW1502  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1502
 BW1502  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1502
 BW1502.The horizontal coordinates were scaled from a topographic map and have
 BW1502.an estimated accuracy of +/- 6 seconds.
 BW1502
 BW1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1502.The vertical order pertains to the NGVD 29 superseded value.
 BW1502
 BW1502.The geoid height was determined by GEOID03.
 BW1502
 BW1502;                    North         East    Units  Estimated Accuracy
 BW1502;SPC LA N     -   125,620.    1,090,150.      MT  (+/- 180 meters Scaled)
 BW1502
 BW1502                          SUPERSEDED SURVEY CONTROL
 BW1502
 BW1502  NGVD 29 (??/??/92)   18.650  (m)           61.19   (f) ADJ UNCH    1 2
 BW1502
 BW1502.Superseded values are not recommended for survey control.
 BW1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1502.See file dsdata.txt to determine how the superseded data were derived.
 BW1502
 BW1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR375002(NAD 83)
 BW1502_MARKER: DB = BENCH MARK DISK
 BW1502_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1502_SP_SET: 96 FT.
 BW1502_STAMPING: L 251 1966
 BW1502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1502+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BW1502
 BW1502  HISTORY     - Date     Condition        Report By
 BW1502  HISTORY     - 1966     MONUMENTED       CGS
 BW1502  HISTORY     - 1981     GOOD             LADTD
 BW1502  HISTORY     - 1981     GOOD             LADTD
 BW1502  HISTORY     - 20050318 GOOD             USPSQD
 BW1502
 BW1502                          STATION DESCRIPTION
 BW1502
 BW1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1502'0.25 MI E FROM FERRIDAY.
 BW1502'ABOUT 0.25 MILE EAST ALONG LOUISIANA AVENUE FROM THE POST OFFICE AT
 BW1502'FERRIDAY, AT THE NORTH END OF A SMALL PARK BETWEEN THE RAILROAD AND
 BW1502'FIRST STREET, 147 FEET SOUTH OF THE EXTENDED CENTER LINE OF LOUISIANA
 BW1502'AVENUE, 116 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MISSOURI PACIFIC
 BW1502'RAILROAD STATION, 61 FEET EAST OF THE CENTER LINE OF FIRST STREET, 23
 BW1502'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 9 FEET SOUTH OF A
 BW1502'TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, ABOUT 1.1 FEET EAST OF A
 BW1502'METAL WITNESS POST, ABOUT 3.0 FEET ABOVE FIRST STREET, ABOUT 1/2 FOOT
 BW1502'BELOW THE LEVEL OF TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 BW1502'ROD THAT IS DRIVEN TO A DEPTH OF 96 FEET AND IS ENCASED IN A 5-INCH
 BW1502'CAST IRON PIPE WHICH PROJECTS 10 INCHES.
 BW1502
 BW1502                          STATION RECOVERY (1981)
 BW1502
 BW1502'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1502'RECOVERED IN GOOD CONDITION.
 BW1502
 BW1502                          STATION RECOVERY (1981)
 BW1502
 BW1502'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1502'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 0.27 KM
 BW1502'(0.17 MI) EAST ALONG LOUISIANA AVE FROM THE POST OFFICE AT FERRIDAY TO
 BW1502'THE JUNCTION OF FIRST STREET, THENCE SOUTH ON FIRST STREET FOR 0.05 KM
 BW1502'(0.03 MI) TO THE MARK ON THE LEFT UNDER A CLUSTER OF TREES,
 BW1502'16.6 METERS (54.5 FT) EAST OF THE CENTER OF FIRST STREET, 13.7 METERS
 BW1502'(45 FT) NORTH OF A 11 INCH MAGNOLIA TREE, 2.7 METERS (9 FT) SOUTH OF A
 BW1502'POWER POLE, AND 0.6 METER (2 FT) WEST OF THE WEST SIDE OF A ALUMINUM
 BW1502'SHED, ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 BW1502'OF 96 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 10
 BW1502'INCHES.
 BW1502'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 BW1502'THE MARK IS ABOVE LEVEL WITH FIRST STREET.
 BW1502
 BW1502                          STATION RECOVERY (2005)
 BW1502
 BW1502'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW1502'MARK IS LOCATED IN FRONT OF THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0688 ***********************************************************************
 BX0688  DESIGNATION -  L 252
 BX0688  PID         -  BX0688
 BX0688  STATE/COUNTY-  LA/RAPIDES
 BX0688  USGS QUAD   -  BALL (1993)
 BX0688
 BX0688                         *CURRENT SURVEY CONTROL
 BX0688  ___________________________________________________________________
 BX0688* NAD 83(1986)-  31 25 40.     (N)    092 25 01.     (W)     SCALED    
 BX0688* NAVD 88     -        52.96   (+/-2cm)     173.8    (feet)  VERTCON   
 BX0688  ___________________________________________________________________
 BX0688  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BX0688
 BX0688  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0688
 BX0688.The horizontal coordinates were scaled from a topographic map and have
 BX0688.an estimated accuracy of +/- 6 seconds.
 BX0688
 BX0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0688.The vertical order pertains to the NGVD 29 superseded value.
 BX0688
 BX0688.The geoid height was determined by GEOID03.
 BX0688
 BX0688;                    North         East    Units  Estimated Accuracy
 BX0688;SPC LA N     -   102,870.    1,007,900.      MT  (+/- 180 meters Scaled)
 BX0688
 BX0688                          SUPERSEDED SURVEY CONTROL
 BX0688
 BX0688  NGVD 29 (??/??/??)   52.944  (m)          173.70   (f) ADJUSTED    1 2
 BX0688
 BX0688.Superseded values are not recommended for survey control.
 BX0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0688.See file dsdata.txt to determine how the superseded data were derived.
 BX0688
 BX0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ554771(NAD 83)
 BX0688_MARKER: DB = BENCH MARK DISK
 BX0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0688_STAMPING: L 252 1966
 BX0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0688+STABILITY: SURFACE MOTION
 BX0688
 BX0688  HISTORY     - Date     Condition        Report By
 BX0688  HISTORY     - 1966     MONUMENTED       CGS
 BX0688
 BX0688                          STATION DESCRIPTION
 BX0688
 BX0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0688'2.3 MI S FROM SIMMS.
 BX0688'ABOUT 2.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0688'STATION SIGN AT SIMMS, OR ABOUT 2.9 MILES NORTH ALONG THE MISSOURI
 BX0688'PACIFIC RAILROAD FROM THE HIGH SCHOOL AT TIOGA, IN SECTION 12, T 5 N,
 BX0688'R 1 W, ON THE CREST OF A WOODED HILL, 85 FEET SOUTHEAST OF MILEPOST
 BX0688'589.10, 97 FEET EAST OF THE EAST RAIL, 14 FEET NORTH OF THE CENTER
 BX0688'LINE OF A DIM TRAIL ROAD, 52 FEET EAST OF A ROW OF TELEPHONE POLES, 8
 BX0688'FEET NORTHWEST OF A 24-INCH PINE TREE, 2 FEET WEST OF A FENCE, 2.0
 BX0688'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL
 BX0688'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BX0688'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1225 ***********************************************************************
 BW1225  DESIGNATION -  L 253
 BW1225  PID         -  BW1225
 BW1225  STATE/COUNTY-  LA/CONCORDIA
 BW1225  USGS QUAD   -  FAIRVIEW (1983)
 BW1225
 BW1225                         *CURRENT SURVEY CONTROL
 BW1225  ___________________________________________________________________
 BW1225* NAD 83(1986)-  31 18 40.     (N)    091 32 15.     (W)     SCALED    
 BW1225* NAVD 88     -        17.18   (+/-2cm)      56.4    (feet)  VERTCON   
 BW1225  ___________________________________________________________________
 BW1225  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BW1225
 BW1225  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1225
 BW1225.The horizontal coordinates were scaled from a topographic map and have
 BW1225.an estimated accuracy of +/- 6 seconds.
 BW1225
 BW1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1225.The vertical order pertains to the NGVD 29 superseded value.
 BW1225
 BW1225.The geoid height was determined by GEOID03.
 BW1225
 BW1225;                    North         East    Units  Estimated Accuracy
 BW1225;SPC LA N     -    90,340.    1,091,620.      MT  (+/- 180 meters Scaled)
 BW1225
 BW1225                          SUPERSEDED SURVEY CONTROL
 BW1225
 BW1225  NGVD 29 (??/??/92)   17.17   (m)           56.3    (f) COMPUTED    1 2
 BW1225
 BW1225.Superseded values are not recommended for survey control.
 BW1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1225.See file dsdata.txt to determine how the superseded data were derived.
 BW1225
 BW1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ391650(NAD 83)
 BW1225_MARKER: DB = BENCH MARK DISK
 BW1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1225_STAMPING: L 253 1966
 BW1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1225+STABILITY: SURFACE MOTION
 BW1225
 BW1225  HISTORY     - Date     Condition        Report By
 BW1225  HISTORY     - 1966     MONUMENTED       CGS
 BW1225  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1225
 BW1225                          STATION DESCRIPTION
 BW1225
 BW1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1225'14.15 MI NE FROM SHAW.
 BW1225'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1225'SCHOOLHOUSE AT SHAW, THENCE 6.5 MILES NORTHEAST ALONG A GRAVELED ROAD,
 BW1225'IN SECTION 10, T 4 N, R 9 E, ABOUT 400 FEET NORTHEAST OF AN OLD SHACK,
 BW1225'AT THE SOUTHWEST END OF A ROW OF TREES, 76 FEET NORTHWEST OF THE
 BW1225'CENTER LINE OF THE ROAD, 131 FEET NORTH-NORTHWEST OF A POWER POLE, 36
 BW1225'FEET NORTHWEST OF A 28-INCH PECAN TREE, 3 FEET SOUTHEAST OF A FENCE,
 BW1225'1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 BW1225'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BW1225
 BW1225                          STATION RECOVERY (1979)
 BW1225
 BW1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1225'THOROUGH SEARCH MADE FOR THIS MARK, ALL REFERENCE POINT ARE GONE,
 BW1225'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0018 ***********************************************************************
 BW0018  DESIGNATION -  L 254
 BW0018  PID         -  BW0018
 BW0018  STATE/COUNTY-  LA/CONCORDIA
 BW0018  USGS QUAD   -  FORT ADAMS (1965)
 BW0018
 BW0018                         *CURRENT SURVEY CONTROL
 BW0018  ___________________________________________________________________
 BW0018* NAD 83(1986)-  31 04 04.     (N)    091 34 49.     (W)     SCALED    
 BW0018* NAVD 88     -        14.442  (meters)      47.38   (feet)  ADJUSTED  
 BW0018  ___________________________________________________________________
 BW0018  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW0018  DYNAMIC HT  -          14.424 (meters)      47.32  (feet)  COMP
 BW0018  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 BW0018
 BW0018  VERT ORDER  -  FIRST     CLASS I
 BW0018
 BW0018.The horizontal coordinates were scaled from a topographic map and have
 BW0018.an estimated accuracy of +/- 6 seconds.
 BW0018
 BW0018.The orthometric height was determined by differential leveling
 BW0018.and adjusted by the National Geodetic Survey in February 1994..
 BW0018
 BW0018.The geoid height was determined by GEOID03.
 BW0018
 BW0018.The dynamic height is computed by dividing the NAVD 88
 BW0018.geopotential number by the normal gravity value computed on the
 BW0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0018.degrees latitude (g = 980.6199 gals.).
 BW0018
 BW0018.The modeled gravity was interpolated from observed gravity values.
 BW0018
 BW0018;                    North         East    Units  Estimated Accuracy
 BW0018;SPC LA N     -    63,330.    1,087,780.      MT  (+/- 180 meters Scaled)
 BW0018
 BW0018                          SUPERSEDED SURVEY CONTROL
 BW0018
 BW0018  NAVD 88 (06/15/91)   14.466  (m)           47.46   (f) UNKNOWN     1 1
 BW0018  NGVD 29 (??/??/??)   14.419  (m)           47.31   (f) ADJUSTED    1 1
 BW0018
 BW0018.Superseded values are not recommended for survey control.
 BW0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0018.See file dsdata.txt to determine how the superseded data were derived.
 BW0018
 BW0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ354379(NAD 83)
 BW0018_MARKER: DB = BENCH MARK DISK
 BW0018_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW0018+WITH SETTING: INTO GROUND
 BW0018_STAMPING: L 254 1966
 BW0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0018+STABILITY: SURFACE MOTION
 BW0018
 BW0018  HISTORY     - Date     Condition        Report By
 BW0018  HISTORY     - 1966     MONUMENTED       CGS
 BW0018  HISTORY     - 1976     GOOD             NGS
 BW0018
 BW0018                          STATION DESCRIPTION
 BW0018
 BW0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0018'8.4 MI NE FROM OLD RIVER LOCKS.
 BW0018'ABOUT 8.4 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT OLD
 BW0018'RIVER, IN SECTION 11, T 1 N, R 9 E, ABOUT IN LINE WITH A
 BW0018'NORTHWEST-SOUTHEAST ROW OF POWER POLES.  1 POWER POLE NORTHWEST OF A
 BW0018'TIDE STAFF AT A POWER POLE, ABOUT 125 FEET NORTHWEST OF THE NORTHWEST
 BW0018'EDGE OF A LARGE CLEARING, 121 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BW0018'HIGHWAY, 8 FEET NORTHWEST OF A POWER POLE BRACED BY A GUY WIRE, 2.0
 BW0018'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 28 FEET BELOW THE LEVEL
 BW0018'OF THE HIGHWAY, AND SET IN THE TOP OF A 5-INCH CAST IRON PIPE THAT IS
 BW0018'FILLED WITH CONCRETE AND PROJECTS 6 INCHES.
 BW0018
 BW0018                          STATION RECOVERY (1976)
 BW0018
 BW0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0018'9.4 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0018'HIGHWAY 418 AT TORRAS, 1 POWER LINE POLE NORTHWEST OF A POWER LINE
 BW0018'POLE SUPPORTING A WATER DEPTH BOARD, 162 FT. NORTHWEST OF THE CENTER
 BW0018'OF A LEVEE LEADING SOUTHWEST, 121 FT. SOUTHWEST OF THE CENTER LINE OF
 BW0018'THE HIGHWAY, 8.5 FT. NORTHWEST OF A POWER LINE POLE WITH A GUY WIRE, A
 BW0018'DISK SET IN TOP OF A 5 INCH CAST IRON PIPE THAT IS FILLED WITH
 BW0018'CONCRETE AND PROJECTS 0.4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1352 ***********************************************************************
 CP1352  DESIGNATION -  L 255
 CP1352  PID         -  CP1352
 CP1352  STATE/COUNTY-  LA/MADISON
 CP1352  USGS QUAD   -  TALLULAH (1994)
 CP1352
 CP1352                         *CURRENT SURVEY CONTROL
 CP1352  ___________________________________________________________________
 CP1352* NAD 83(1986)-  32 24 45.     (N)    091 09 00.     (W)     SCALED    
 CP1352* NAVD 88     -        25.845  (meters)      84.79   (feet)  ADJUSTED  
 CP1352  ___________________________________________________________________
 CP1352  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1352  DYNAMIC HT  -          25.816 (meters)      84.70  (feet)  COMP
 CP1352  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CP1352
 CP1352  VERT ORDER  -  FIRST     CLASS I
 CP1352
 CP1352.The horizontal coordinates were scaled from a topographic map and have
 CP1352.an estimated accuracy of +/- 6 seconds.
 CP1352
 CP1352.The orthometric height was determined by differential leveling
 CP1352.and adjusted by the National Geodetic Survey in June 1991..
 CP1352
 CP1352.The geoid height was determined by GEOID03.
 CP1352
 CP1352.The dynamic height is computed by dividing the NAVD 88
 CP1352.geopotential number by the normal gravity value computed on the
 CP1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1352.degrees latitude (g = 980.6199 gals.).
 CP1352
 CP1352.The modeled gravity was interpolated from observed gravity values.
 CP1352
 CP1352;                    North         East    Units  Estimated Accuracy
 CP1352;SPC LA N     -   212,840.    1,126,980.      MT  (+/- 180 meters Scaled)
 CP1352
 CP1352                          SUPERSEDED SURVEY CONTROL
 CP1352
 CP1352  NGVD 29 (06/11/92)   25.848  (m)           84.80   (f) ADJUSTED    1 1
 CP1352
 CP1352.Superseded values are not recommended for survey control.
 CP1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1352.See file dsdata.txt to determine how the superseded data were derived.
 CP1352
 CP1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR739876(NAD 83)
 CP1352_MARKER: DB = BENCH MARK DISK
 CP1352_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP1352_STAMPING: L 255 1968
 CP1352_MARK LOGO: CGS   
 CP1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1352+STABILITY: SURFACE MOTION
 CP1352
 CP1352  HISTORY     - Date     Condition        Report By
 CP1352  HISTORY     - 1968     MONUMENTED       CGS
 CP1352  HISTORY     - 1982     GOOD             LADTD
 CP1352
 CP1352                          STATION DESCRIPTION
 CP1352
 CP1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1352'3.8 MI NE FROM TALLULAH.
 CP1352'2.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1352'AT TALLULAH, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 602, THENCE
 CP1352'0.15 MILE EAST ALONG U.S. HIGHWAY 80, THENCE 1.05 MILES NORTH ALONG A
 CP1352'PAVED ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 46,
 CP1352'T 17 N, R 13 E, AT THE TALLULAH AIRPORT, 118 FEET NORTH OF THE CENTER
 CP1352'LINE OF THE ROAD, SET IN THE TOP OF THE CONCRETE FOUNDATION AND AT THE
 CP1352'NORTHEAST CORNER OF THE OLD AIRPORT OFFICE BUILDING, 81 FEET NORTHWEST
 CP1352'OF THE SOUTHWEST CORNER OF A PAVED APRON, 70 1/2 FEET WEST OF THE WEST
 CP1352'EDGE OF THE APRON, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 CP1352
 CP1352                          STATION RECOVERY (1982)
 CP1352
 CP1352'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0971 ***********************************************************************
 CQ0971  DESIGNATION -  L 256
 CQ0971  PID         -  CQ0971
 CQ0971  STATE/COUNTY-  LA/LINCOLN
 CQ0971  USGS QUAD   -  RUSTON WEST (1994)
 CQ0971
 CQ0971                         *CURRENT SURVEY CONTROL
 CQ0971  ___________________________________________________________________
 CQ0971* NAD 83(1986)-  32 31 57.     (N)    092 37 49.     (W)     SCALED    
 CQ0971* NAVD 88     -        90.375  (meters)     296.51   (feet)  ADJUSTED  
 CQ0971  ___________________________________________________________________
 CQ0971  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0971  DYNAMIC HT  -          90.274 (meters)     296.17  (feet)  COMP
 CQ0971  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 CQ0971
 CQ0971  VERT ORDER  -  FIRST     CLASS I
 CQ0971
 CQ0971.The horizontal coordinates were scaled from a topographic map and have
 CQ0971.an estimated accuracy of +/- 6 seconds.
 CQ0971
 CQ0971.The orthometric height was determined by differential leveling
 CQ0971.and adjusted by the National Geodetic Survey in June 1991..
 CQ0971
 CQ0971.The geoid height was determined by GEOID03.
 CQ0971
 CQ0971.The dynamic height is computed by dividing the NAVD 88
 CQ0971.geopotential number by the normal gravity value computed on the
 CQ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0971.degrees latitude (g = 980.6199 gals.).
 CQ0971
 CQ0971.The modeled gravity was interpolated from observed gravity values.
 CQ0971
 CQ0971;                    North         East    Units  Estimated Accuracy
 CQ0971;SPC LA N     -   225,370.      987,760.      MT  (+/- 180 meters Scaled)
 CQ0971
 CQ0971                          SUPERSEDED SURVEY CONTROL
 CQ0971
 CQ0971  NGVD 29 (??/??/??)   90.444  (m)          296.73   (f) ADJUSTED    1 1
 CQ0971
 CQ0971.Superseded values are not recommended for survey control.
 CQ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0971.See file dsdata.txt to determine how the superseded data were derived.
 CQ0971
 CQ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR347995(NAD 83)
 CQ0971_MARKER: DB = BENCH MARK DISK
 CQ0971_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0971_SP_SET: 26 FEET
 CQ0971_STAMPING: L 256 1968
 CQ0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0971
 CQ0971  HISTORY     - Date     Condition        Report By
 CQ0971  HISTORY     - 1968     MONUMENTED       CGS
 CQ0971  HISTORY     - 1969     GOOD             CGS
 CQ0971  HISTORY     - 1987     GOOD             USPSQD
 CQ0971  HISTORY     - 20040131 MARK NOT FOUND   USPSQD
 CQ0971
 CQ0971                          STATION DESCRIPTION
 CQ0971
 CQ0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0971'0.8 MI E FROM RUSTON.
 CQ0971'ABOUT 0.3 MILE NORTH ALONG VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND
 CQ0971'167 FROM THE COURTHOUSE AT RUSTON, THENCE 0.5 MILE EAST ALONG U.S.
 CQ0971'HIGHWAY 80, IN SECTION 24, T 18 N, R 3 W, 137 FEET SOUTHEAST OF THE
 CQ0971'CENTER LINE OF THE HIGHWAY, 4 FEET NORTH OF THE NORTHEAST CORNER OF A
 CQ0971'BRICK BUILDING WHICH IS OCCUPIED BY THE LINCOLN PARISH DEPARTMENT OF
 CQ0971'PUBLIC WELFARE, AT THE SOUTHWEST CORNER OF A WALKWAY, ABOUT 2 FEET
 CQ0971'ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 CQ0971'COATED ROD THAT IS DRIVEN TO A DEPTH OF 26 FEET AND IS ENCASED IN A
 CQ0971'6-INCH CAST IRON PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 CQ0971'GROUND.
 CQ0971
 CQ0971                          STATION RECOVERY (1987)
 CQ0971
 CQ0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0971'RECOVERED IN GOOD CONDITION.
 CQ0971
 CQ0971                          STATION RECOVERY (2004)
 CQ0971
 CQ0971'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CQ0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2034 ***********************************************************************
 CQ2034  DESIGNATION -  L 257
 CQ2034  PID         -  CQ2034
 CQ2034  STATE/COUNTY-  LA/BOSSIER
 CQ2034  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2034
 CQ2034                         *CURRENT SURVEY CONTROL
 CQ2034  ___________________________________________________________________
 CQ2034* NAD 83(1986)-  32 31 40.     (N)    093 39 31.     (W)     SCALED    
 CQ2034* NAVD 88     -        49.815  (meters)     163.43   (feet)  ADJUSTED  
 CQ2034  ___________________________________________________________________
 CQ2034  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2034  DYNAMIC HT  -          49.758 (meters)     163.25  (feet)  COMP
 CQ2034  MODELED GRAV-     979,510.7   (mgal)                       NAVD 88
 CQ2034
 CQ2034  VERT ORDER  -  FIRST     CLASS I
 CQ2034
 CQ2034.The horizontal coordinates were scaled from a topographic map and have
 CQ2034.an estimated accuracy of +/- 6 seconds.
 CQ2034
 CQ2034.The orthometric height was determined by differential leveling
 CQ2034.and adjusted by the National Geodetic Survey in June 1991..
 CQ2034
 CQ2034.The geoid height was determined by GEOID03.
 CQ2034
 CQ2034.The dynamic height is computed by dividing the NAVD 88
 CQ2034.geopotential number by the normal gravity value computed on the
 CQ2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2034.degrees latitude (g = 980.6199 gals.).
 CQ2034
 CQ2034.The modeled gravity was interpolated from observed gravity values.
 CQ2034
 CQ2034;                    North         East    Units  Estimated Accuracy
 CQ2034;SPC LA N     -   225,420.      891,160.      MT  (+/- 180 meters Scaled)
 CQ2034
 CQ2034                          SUPERSEDED SURVEY CONTROL
 CQ2034
 CQ2034  NGVD 29 (??/??/??)   49.887  (m)          163.67   (f) ADJUSTED    1 1
 CQ2034
 CQ2034.Superseded values are not recommended for survey control.
 CQ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2034.See file dsdata.txt to determine how the superseded data were derived.
 CQ2034
 CQ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR381991(NAD 83)
 CQ2034_MARKER: DB = BENCH MARK DISK
 CQ2034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2034_SP_SET: 71 FT
 CQ2034_STAMPING: L 257 1968
 CQ2034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2034
 CQ2034  HISTORY     - Date     Condition        Report By
 CQ2034  HISTORY     - 1968     MONUMENTED       CGS
 CQ2034  HISTORY     - 1969     GOOD             CGS
 CQ2034  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ2034  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ2034
 CQ2034                          STATION DESCRIPTION
 CQ2034
 CQ2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2034'4.75 MI E FROM BOSSIER CITY.
 CQ2034'ABOUT 4.75 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2034'EAST END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY, IN
 CQ2034'SECTION 25, T 18 N, R 13 W, 0.15 MILE EAST OF MILEPOST 163, 31 FEET
 CQ2034'SOUTH OF THE SOUTH RAIL, 61 FEET NORTH OF THE CENTER LINE OF A
 CQ2034'GRAVELED ROAD, 69 1/2 FEET NORTHEAST OF POWER POLE NUMBER 48 WHICH IS
 CQ2034'BRACED BY A GUY WIRE, 19 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 CQ2034'TELEPHONE BOOTH, 5 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 CQ2034'METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 1
 CQ2034'1/2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 CQ2034'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 71 FEET AND IS ENCASED
 CQ2034'IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 CQ2034'OF THE GROUND.
 CQ2034
 CQ2034                          STATION RECOVERY (2002)
 CQ2034
 CQ2034'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2034'MARK NOT FOUND.
 CQ2034
 CQ2034                          STATION RECOVERY (2003)
 CQ2034
 CQ2034'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1271 ***********************************************************************
 CQ1271  DESIGNATION -  L 258
 CQ1271  PID         -  CQ1271
 CQ1271  STATE/COUNTY-  LA/WEBSTER
 CQ1271  USGS QUAD   -  ADA (1986)
 CQ1271
 CQ1271                         *CURRENT SURVEY CONTROL
 CQ1271  ___________________________________________________________________
 CQ1271* NAD 83(1986)-  32 32 16.     (N)    093 13 20.     (W)     SCALED    
 CQ1271* NAVD 88     -        91.401  (meters)     299.87   (feet)  ADJUSTED  
 CQ1271  ___________________________________________________________________
 CQ1271  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1271  DYNAMIC HT  -          91.299 (meters)     299.54  (feet)  COMP
 CQ1271  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CQ1271
 CQ1271  VERT ORDER  -  FIRST     CLASS I
 CQ1271
 CQ1271.The horizontal coordinates were scaled from a topographic map and have
 CQ1271.an estimated accuracy of +/- 6 seconds.
 CQ1271
 CQ1271.The orthometric height was determined by differential leveling
 CQ1271.and adjusted by the National Geodetic Survey in June 1991..
 CQ1271
 CQ1271.The geoid height was determined by GEOID03.
 CQ1271
 CQ1271.The dynamic height is computed by dividing the NAVD 88
 CQ1271.geopotential number by the normal gravity value computed on the
 CQ1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1271.degrees latitude (g = 980.6199 gals.).
 CQ1271
 CQ1271.The modeled gravity was interpolated from observed gravity values.
 CQ1271
 CQ1271;                    North         East    Units  Estimated Accuracy
 CQ1271;SPC LA N     -   226,170.      932,160.      MT  (+/- 180 meters Scaled)
 CQ1271
 CQ1271                          SUPERSEDED SURVEY CONTROL
 CQ1271
 CQ1271  NGVD 29 (??/??/??)   91.480  (m)          300.13   (f) ADJUSTED    1 1
 CQ1271
 CQ1271.Superseded values are not recommended for survey control.
 CQ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1271.See file dsdata.txt to determine how the superseded data were derived.
 CQ1271
 CQ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS791000(NAD 83)
 CQ1271_MARKER: DB = BENCH MARK DISK
 CQ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1271_STAMPING: L 258 1969
 CQ1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1271+STABILITY: SURFACE MOTION
 CQ1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1271+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 CQ1271
 CQ1271  HISTORY     - Date     Condition        Report By
 CQ1271  HISTORY     - 1969     MONUMENTED       CGS
 CQ1271  HISTORY     - 1977     GOOD             NGS
 CQ1271  HISTORY     - 20000205 GOOD             USPSQD
 CQ1271  HISTORY     - 20060309 GOOD             USPSQD
 CQ1271
 CQ1271                          STATION DESCRIPTION
 CQ1271
 CQ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1271'1.15 MI E FROM DUBBERLY.
 CQ1271'ABOUT 1.15 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1271'POST OFFICE AT DUBBERLY, IN SECTION 19, T 18 N, R 8 W, 0.1 MILE EAST
 CQ1271'OF THE BRUSHWOOD METHODIST CHURCH, 0.25 MILE WEST OF MILEPOST 137, 197
 CQ1271'FEET NORTHWEST OF THE NORTHWEST RAIL, 47 1/2 FEET NORTHWEST OF THE
 CQ1271'CENTER LINE OF STATE HIGHWAY 532, 114 FEET NORTHEAST OF THE CENTER
 CQ1271'LINE OF A PAVED ROAD, 9 1/2 FEET NORTHEAST OF A 5-INCH OAK TREE, 6 1/2
 CQ1271'FEET SOUTHWEST OF A 6-INCH OAK TREE, 8 FEET NORTHEAST OF A CONCRETE
 CQ1271'HIGHWAY RIGHT-OF-WAY MARKER POST, 1.5 FEET NORTHWEST OF A METAL
 CQ1271'WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT 2 FEET
 CQ1271'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ1271'WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1271
 CQ1271                          STATION RECOVERY (1977)
 CQ1271
 CQ1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1271'RECOVERED IN GOOD CONDITION.
 CQ1271
 CQ1271                          STATION RECOVERY (2000)
 CQ1271
 CQ1271'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1271'RECOVERED IN GOOD CONDITION.
 CQ1271
 CQ1271                          STATION RECOVERY (2006)
 CQ1271
 CQ1271'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 CQ1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1790 ***********************************************************************
 CQ1790  DESIGNATION -  L 259
 CQ1790  PID         -  CQ1790
 CQ1790  STATE/COUNTY-  LA/BOSSIER
 CQ1790  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1790
 CQ1790                         *CURRENT SURVEY CONTROL
 CQ1790  ___________________________________________________________________
 CQ1790* NAD 83(1986)-  32 29 42.     (N)    093 41 47.     (W)     SCALED    
 CQ1790* NAVD 88     -        53.91   (+/-2cm)     176.9    (feet)  VERTCON   
 CQ1790  ___________________________________________________________________
 CQ1790  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ1790
 CQ1790  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1790
 CQ1790.The horizontal coordinates were scaled from a topographic map and have
 CQ1790.an estimated accuracy of +/- 6 seconds.
 CQ1790
 CQ1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1790.The vertical order pertains to the NGVD 29 superseded value.
 CQ1790
 CQ1790.The geoid height was determined by GEOID03.
 CQ1790
 CQ1790;                    North         East    Units  Estimated Accuracy
 CQ1790;SPC LA N     -   221,820.      887,570.      MT  (+/- 180 meters Scaled)
 CQ1790
 CQ1790                          SUPERSEDED SURVEY CONTROL
 CQ1790
 CQ1790  NGVD 29 (??/??/??)   53.980  (m)          177.10   (f) ADJUSTED    1 1
 CQ1790
 CQ1790.Superseded values are not recommended for survey control.
 CQ1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1790.See file dsdata.txt to determine how the superseded data were derived.
 CQ1790
 CQ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR345955(NAD 83)
 CQ1790_MARKER: DB = BENCH MARK DISK
 CQ1790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1790_SP_SET: BRIDGE
 CQ1790_STAMPING: L 259 1969
 CQ1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1790+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 CQ1790
 CQ1790  HISTORY     - Date     Condition        Report By
 CQ1790  HISTORY     - 1969     MONUMENTED       CGS
 CQ1790  HISTORY     - 1977     GOOD             NGS
 CQ1790  HISTORY     - 1987     GOOD             USPSQD
 CQ1790  HISTORY     - 1989     GOOD             USPSQD
 CQ1790  HISTORY     - 20020302 GOOD             USPSQD
 CQ1790  HISTORY     - 20031108 GOOD             USPSQD
 CQ1790
 CQ1790                          STATION DESCRIPTION
 CQ1790
 CQ1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1790'1.05 MI SW FROM BARKSDALE AIR FORCE BASE.
 CQ1790'ABOUT 0.7 MILE SOUTHWEST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ1790'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, THENCE 0.39 MILE
 CQ1790'SOUTHWEST ALONG STATE HIGHWAY 3032, IN SECTION 3, T 17 N, R 13 W, 15
 CQ1790'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 CQ1790'THE NORTHEAST END OF THE SOUTHEAST CONCRETE FOUNDATION FOR THE GUARD
 CQ1790'RAIL ON A CONCRETE HIGHWAY BRIDGE OVER THE RED RIVER, 1 FOOT WEST OF A
 CQ1790'STEEL LIGHT POLE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CQ1790
 CQ1790                          STATION RECOVERY (1977)
 CQ1790
 CQ1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1790'RECOVERED IN GOOD CONDITION.
 CQ1790
 CQ1790                          STATION RECOVERY (1987)
 CQ1790
 CQ1790'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1790'RECOVERED IN GOOD CONDITION.
 CQ1790
 CQ1790                          STATION RECOVERY (1989)
 CQ1790
 CQ1790'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1790'RECOVERED IN GOOD CONDITION.
 CQ1790
 CQ1790                          STATION RECOVERY (2002)
 CQ1790
 CQ1790'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1790'RECOVERED IN GOOD CONDITION.
 CQ1790
 CQ1790                          STATION RECOVERY (2003)
 CQ1790
 CQ1790'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1823 ***********************************************************************
 CQ1823  DESIGNATION -  L 260
 CQ1823  PID         -  CQ1823
 CQ1823  STATE/COUNTY-  LA/CADDO
 CQ1823  USGS QUAD   -  ELM GROVE (1980)
 CQ1823
 CQ1823                         *CURRENT SURVEY CONTROL
 CQ1823  ___________________________________________________________________
 CQ1823* NAD 83(1986)-  32 19 07.     (N)    093 35 31.     (W)     SCALED    
 CQ1823* NAVD 88     -        46.499  (meters)     152.56   (feet)  ADJUSTED  
 CQ1823  ___________________________________________________________________
 CQ1823  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1823  DYNAMIC HT  -          46.446 (meters)     152.38  (feet)  COMP
 CQ1823  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 CQ1823
 CQ1823  VERT ORDER  -  FIRST     CLASS I
 CQ1823
 CQ1823.The horizontal coordinates were scaled from a topographic map and have
 CQ1823.an estimated accuracy of +/- 6 seconds.
 CQ1823
 CQ1823.The orthometric height was determined by differential leveling
 CQ1823.and adjusted by the National Geodetic Survey in February 1994..
 CQ1823
 CQ1823.The geoid height was determined by GEOID03.
 CQ1823
 CQ1823.The dynamic height is computed by dividing the NAVD 88
 CQ1823.geopotential number by the normal gravity value computed on the
 CQ1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1823.degrees latitude (g = 980.6199 gals.).
 CQ1823
 CQ1823.The modeled gravity was interpolated from observed gravity values.
 CQ1823
 CQ1823;                    North         East    Units  Estimated Accuracy
 CQ1823;SPC LA N     -   202,160.      897,190.      MT  (+/- 180 meters Scaled)
 CQ1823
 CQ1823                          SUPERSEDED SURVEY CONTROL
 CQ1823
 CQ1823  NAVD 88 (06/15/91)   46.492  (m)          152.53   (f) UNKNOWN     1 1
 CQ1823  NGVD 29 (??/??/??)   46.548  (m)          152.72   (f) ADJUSTED    1 1
 CQ1823
 CQ1823.Superseded values are not recommended for survey control.
 CQ1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1823.See file dsdata.txt to determine how the superseded data were derived.
 CQ1823
 CQ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR442759(NAD 83)
 CQ1823_MARKER: DB = BENCH MARK DISK
 CQ1823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1823_SP_SET: 96 FEET
 CQ1823_STAMPING: L 260 1969
 CQ1823_MARK LOGO: NGS   
 CQ1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1823
 CQ1823  HISTORY     - Date     Condition        Report By
 CQ1823  HISTORY     - 1969     MONUMENTED       CGS
 CQ1823  HISTORY     - 1977     GOOD             NGS
 CQ1823  HISTORY     - 1981     GOOD             LADTD
 CQ1823  HISTORY     - 1985     GOOD             USPSQD
 CQ1823  HISTORY     - 1987     GOOD             USPSQD
 CQ1823  HISTORY     - 19940910 GOOD             USPSQD
 CQ1823  HISTORY     - 19990515 GOOD             USPSQD
 CQ1823
 CQ1823                          STATION DESCRIPTION
 CQ1823
 CQ1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1823'12.25 MI SE FROM SHREVEPORT.
 CQ1823'ABOUT 12.25 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1823'STATION POST OFFICE AT SHREVEPORT, IN SECTION 37, T 15 N, R 12 W, 223
 CQ1823'1/2 FEET NORTHEAST AND ACROSS THE TEXAS AND PACIFIC RAILROAD FROM THE
 CQ1823'C.M. HUTCHINSON AND SON STORE AND SERVICE STATION, 68 FEET SOUTHWEST
 CQ1823'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTHEAST OF THE NORTHEAST
 CQ1823'RAIL, 48 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 28 1/2 FEET
 CQ1823'NORTHWEST OF TELEPHONE POLE NUMBER G, 6 1/2 FEET SOUTHWEST OF
 CQ1823'TELEPHONE POLE NUMBER 1, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 CQ1823'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CQ1823'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 CQ1823'TO A DEPTH OF 96 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH
 CQ1823'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1823
 CQ1823                          STATION RECOVERY (1977)
 CQ1823
 CQ1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1823'RECOVERED IN GOOD CONDITION.
 CQ1823
 CQ1823                          STATION RECOVERY (1981)
 CQ1823
 CQ1823'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1823'RECOVERED IN GOOD CONDITION.
 CQ1823
 CQ1823                          STATION RECOVERY (1985)
 CQ1823
 CQ1823'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1823'ABOUT 12.1 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1823'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1823'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1823
 CQ1823                          STATION RECOVERY (1987)
 CQ1823
 CQ1823'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1823'RECOVERED IN GOOD CONDITION.
 CQ1823
 CQ1823                          STATION RECOVERY (1994)
 CQ1823
 CQ1823'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1823'RECOVERED IN GOOD CONDITION.
 CQ1823
 CQ1823                          STATION RECOVERY (1999)
 CQ1823
 CQ1823'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1500 ***********************************************************************
 CQ1500  DESIGNATION -  L 261
 CQ1500  PID         -  CQ1500
 CQ1500  STATE/COUNTY-  LA/RED RIVER
 CQ1500  USGS QUAD   -  HARMON (1980)
 CQ1500
 CQ1500                         *CURRENT SURVEY CONTROL
 CQ1500  ___________________________________________________________________
 CQ1500* NAD 83(1992)-  32 04 34.83766(N)    093 27 09.08386(W)     ADJUSTED  
 CQ1500* NAVD 88     -        42.192  (meters)     138.42   (feet)  ADJUSTED  
 CQ1500  ___________________________________________________________________
 CQ1500  X           -    -325,772.767 (meters)                     COMP
 CQ1500  Y           -  -5,399,763.052 (meters)                     COMP
 CQ1500  Z           -   3,367,616.332 (meters)                     COMP
 CQ1500  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ1500  ELLIP HEIGHT-          16.34  (meters)          (01/02/04) GPS OBS
 CQ1500  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1500  DYNAMIC HT  -          42.143 (meters)     138.26  (feet)  COMP
 CQ1500  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CQ1500
 CQ1500  HORZ ORDER  -  THIRD
 CQ1500  VERT ORDER  -  FIRST     CLASS I
 CQ1500  ELLP ORDER  -  FOURTH    CLASS II
 CQ1500
 CQ1500.The horizontal coordinates were established by GPS observations
 CQ1500.and adjusted by the National Geodetic Survey in January 1993..
 CQ1500
 CQ1500.The orthometric height was determined by differential leveling
 CQ1500.and adjusted by the National Geodetic Survey in February 1994..
 CQ1500
 CQ1500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ1500
 CQ1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1500
 CQ1500.The ellipsoidal height was determined by GPS observations
 CQ1500.and is referenced to NAD 83.
 CQ1500
 CQ1500.The geoid height was determined by GEOID03.
 CQ1500
 CQ1500.The dynamic height is computed by dividing the NAVD 88
 CQ1500.geopotential number by the normal gravity value computed on the
 CQ1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1500.degrees latitude (g = 980.6199 gals.).
 CQ1500
 CQ1500.The modeled gravity was interpolated from observed gravity values.
 CQ1500
 CQ1500;                    North         East     Units Scale Factor Converg.
 CQ1500;SPC LA N     -   175,172.487   910,076.222   MT  0.99991856   -0 30 13.0
 CQ1500;SPC LA N     -   574,711.73  2,985,808.41   sFT  0.99991856   -0 30 13.0
 CQ1500;UTM  15      - 3,548,987.443   457,292.016   MT  0.99962249   -0 14 25.1
 CQ1500
 CQ1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1500!SPC LA N     -   0.99999743  x   0.99991856  =   0.99991599
 CQ1500!UTM  15      -   0.99999743  x   0.99962249  =   0.99961993
 CQ1500
 CQ1500                          SUPERSEDED SURVEY CONTROL
 CQ1500
 CQ1500  ELLIP H (01/21/93)   16.45   (m)                       GP(       ) 4 2
 CQ1500  NAD 83(1986)-  32 04 34.85112(N)    093 27 09.07234(W) AD(       ) 3
 CQ1500  NAD 27      -  32 04 34.26938(N)    093 27 08.44964(W) AD(       ) 3
 CQ1500  NAVD 88 (06/15/91)   42.191  (m)          138.42   (f) UNKNOWN     1 1
 CQ1500  NGVD 29 (??/??/??)   42.252  (m)          138.62   (f) ADJUSTED    1 1
 CQ1500
 CQ1500.Superseded values are not recommended for survey control.
 CQ1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1500.See file dsdata.txt to determine how the superseded data were derived.
 CQ1500
 CQ1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5729248987(NAD 83)
 CQ1500_MARKER: DB = BENCH MARK DISK
 CQ1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1500_STAMPING: L 261 1969
 CQ1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1500+STABILITY: SURFACE MOTION
 CQ1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1500+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ1500
 CQ1500  HISTORY     - Date     Condition        Report By
 CQ1500  HISTORY     - 1969     MONUMENTED       CGS
 CQ1500  HISTORY     - 1977     GOOD             NGS
 CQ1500  HISTORY     - 1987     GOOD             NGS
 CQ1500  HISTORY     - 1987     GOOD             USPSQD
 CQ1500
 CQ1500                          STATION DESCRIPTION
 CQ1500
 CQ1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1500'9.05 MI NW FROM COUSHATTA.
 CQ1500'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1500'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 6.55 MILES NORTHWEST
 CQ1500'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, IN SECTION 31, T 13 N, R 11
 CQ1500'W, 69 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 112 FEET
 CQ1500'SOUTHEAST OF A POWER POLE, 34 FEET NORTHWEST OF THE CENTER LINE OF A
 CQ1500'TRAIL ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A
 CQ1500'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 CQ1500'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CQ1500'SURFACE OF THE GROUND.
 CQ1500
 CQ1500                          STATION RECOVERY (1977)
 CQ1500
 CQ1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1500'RECOVERED IN GOOD CONDITION.
 CQ1500
 CQ1500                          STATION RECOVERY (1987)
 CQ1500
 CQ1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 CQ1500'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ1500'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ1500'OBSERVATIONS.
 CQ1500'
 CQ1500'THE STATION IS LOCATED ABOUT 14.6 KM (9.1 MI)
 CQ1500'NORTHWEST OF THE TOWN OF COUSHATTA AND ABOUT 1.6 KM (1 MI)
 CQ1500'SOUTHEAST OF THE FORK OF U.S. HIGHWAY 84 AND STATE HIGHWAY 1.
 CQ1500'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORATION AND DEVELOPMENT.
 CQ1500'
 CQ1500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 CQ1500'HIGHWAY 1 AT COUSHATTA, GO NORTHWEST ALONG HIGHWAYS 84 AND 1 FOR
 CQ1500'10.7 KM (6.65 MI) TO THE STATION ON THE RIGHT.
 CQ1500'
 CQ1500'THE STATION IS A STANDARD CSG DISK
 CQ1500'STAMPED---L 261 1969---,
 CQ1500'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ1500'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 CQ1500'34.1 METERS (112 FT) SOUTHEAST FROM A POWER POLE,
 CQ1500'21.2 METERS (69.5 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY,
 CQ1500'11.0 METERS (36 FT) NORTH FROM THE CENTER OF A GRAVEL DRIVE LEADING
 CQ1500'TO THE OLD MARY MAGDALENE CHURCH AND
 CQ1500'0.45 METER (1.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 CQ1500'
 CQ1500'DESCRIBED BY R.D. BALL.
 CQ1500
 CQ1500                          STATION RECOVERY (1987)
 CQ1500
 CQ1500'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1105 ***********************************************************************
 BX1105  DESIGNATION -  L 262
 BX1105  PID         -  BX1105
 BX1105  STATE/COUNTY-  LA/RAPIDES
 BX1105  USGS QUAD   -  RAPIDES (1992)
 BX1105
 BX1105                         *CURRENT SURVEY CONTROL
 BX1105  ___________________________________________________________________
 BX1105* NAD 83(1986)-  31 22 12.     (N)    092 36 56.     (W)     SCALED    
 BX1105* NAVD 88     -        25.614  (meters)      84.04   (feet)  ADJUSTED  
 BX1105  ___________________________________________________________________
 BX1105  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BX1105  DYNAMIC HT  -          25.583 (meters)      83.93  (feet)  COMP
 BX1105  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 BX1105
 BX1105  VERT ORDER  -  FIRST     CLASS I
 BX1105
 BX1105.The horizontal coordinates were scaled from a topographic map and have
 BX1105.an estimated accuracy of +/- 6 seconds.
 BX1105
 BX1105.The orthometric height was determined by differential leveling
 BX1105.and adjusted by the National Geodetic Survey in February 1994..
 BX1105
 BX1105.The geoid height was determined by GEOID03.
 BX1105
 BX1105.The dynamic height is computed by dividing the NAVD 88
 BX1105.geopotential number by the normal gravity value computed on the
 BX1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1105.degrees latitude (g = 980.6199 gals.).
 BX1105
 BX1105.The modeled gravity was interpolated from observed gravity values.
 BX1105
 BX1105;                    North         East    Units  Estimated Accuracy
 BX1105;SPC LA N     -    96,470.      989,010.      MT  (+/- 180 meters Scaled)
 BX1105
 BX1105                          SUPERSEDED SURVEY CONTROL
 BX1105
 BX1105  NAVD 88 (06/15/91)   25.613  (m)           84.03   (f) UNKNOWN     1 1
 BX1105  NGVD 29 (??/??/??)   25.609  (m)           84.02   (f) ADJUSTED    1 1
 BX1105
 BX1105.Superseded values are not recommended for survey control.
 BX1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1105.See file dsdata.txt to determine how the superseded data were derived.
 BX1105
 BX1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ365706(NAD 83)
 BX1105_MARKER: DB = BENCH MARK DISK
 BX1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1105_STAMPING: L 262 1969
 BX1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1105+STABILITY: SURFACE MOTION
 BX1105
 BX1105  HISTORY     - Date     Condition        Report By
 BX1105  HISTORY     - 1969     MONUMENTED       CGS
 BX1105  HISTORY     - 1970     GOOD             NGS
 BX1105  HISTORY     - 1977     GOOD             NGS
 BX1105  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1105
 BX1105                          STATION DESCRIPTION
 BX1105
 BX1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1105'3.8 MI E FROM BOYCE.
 BX1105'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1105'BOYCE, THENCE 3.65 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, 5
 BX1105'1/4 POLES WEST OF MILEPOST 205, 51 FEET SOUTH OF THE SOUTH RAIL, 37
 BX1105'FEET WEST OF THE FIFTH POLE WEST OF MILEPOST 205, 14 FEET EAST OF A
 BX1105'30-INCH OAK TREE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET
 BX1105'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BX1105'WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1105
 BX1105                          STATION RECOVERY (1977)
 BX1105
 BX1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1105'RECOVERED IN GOOD CONDITION.
 BX1105
 BX1105                          STATION RECOVERY (1999)
 BX1105
 BX1105'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1378 ***********************************************************************
 BX1378  DESIGNATION -  L 263
 BX1378  PID         -  BX1378
 BX1378  STATE/COUNTY-  LA/GRANT
 BX1378  USGS QUAD   -  COLFAX (1985)
 BX1378
 BX1378                         *CURRENT SURVEY CONTROL
 BX1378  ___________________________________________________________________
 BX1378* NAD 83(1986)-  31 33 22.     (N)    092 43 31.     (W)     SCALED    
 BX1378* NAVD 88     -        35.57   (+/-2cm)     116.7    (feet)  VERTCON   
 BX1378  ___________________________________________________________________
 BX1378  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1378
 BX1378  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1378
 BX1378.The horizontal coordinates were scaled from a topographic map and have
 BX1378.an estimated accuracy of +/- 6 seconds.
 BX1378
 BX1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1378.The vertical order pertains to the NGVD 29 superseded value.
 BX1378
 BX1378.The geoid height was determined by GEOID03.
 BX1378
 BX1378;                    North         East    Units  Estimated Accuracy
 BX1378;SPC LA N     -   117,120.      978,610.      MT  (+/- 180 meters Scaled)
 BX1378
 BX1378                          SUPERSEDED SURVEY CONTROL
 BX1378
 BX1378  NGVD 29 (??/??/??)   35.582  (m)          116.74   (f) ADJUSTED    1 1
 BX1378
 BX1378.Superseded values are not recommended for survey control.
 BX1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1378.See file dsdata.txt to determine how the superseded data were derived.
 BX1378
 BX1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ260912(NAD 83)
 BX1378_MARKER: DB = BENCH MARK DISK
 BX1378_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1378_SP_SET: 31.5 FT.
 BX1378_STAMPING: L 263 1969
 BX1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1378
 BX1378  HISTORY     - Date     Condition        Report By
 BX1378  HISTORY     - 1969     MONUMENTED       CGS
 BX1378  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1378
 BX1378                          STATION DESCRIPTION
 BX1378
 BX1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1378'3.7 MI N FROM COLFAX.
 BX1378'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1378'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1378'THENCE 0.8 MILE NORTHWEST ALONG U. S. HIGHWAY 71, IN SECTION 25, T 7
 BX1378'N, R 4 W, 37 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 112
 BX1378'FEET EAST AND ACROSS THE HIGHWAY FROM THE NORTH CORNER OF A FARMHOUSE,
 BX1378'2 1/2 FEET SOUTHWEST OF A POWER POLE WHICH BEARS A TRANSFORMER, 2 FEET
 BX1378'SOUTHWEST OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 BX1378'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 BX1378'COATED ROD THAT IS DRIVEN TO A DEPTH OF 31 1/2 FEET AND IS ENCASED IN
 BX1378'A 6-INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BX1378'GROUND.
 BX1378
 BX1378                          STATION RECOVERY (1987)
 BX1378
 BX1378'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1822 ***********************************************************************
 BX1822  DESIGNATION -  L 264
 BX1822  PID         -  BX1822
 BX1822  STATE/COUNTY-  LA/NATCHITOCHES
 BX1822  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1822
 BX1822                         *CURRENT SURVEY CONTROL
 BX1822  ___________________________________________________________________
 BX1822* NAD 83(1986)-  31 58 16.     (N)    093 11 14.     (W)     SCALED    
 BX1822* NAVD 88     -        53.89   (+/-2cm)     176.8    (feet)  VERTCON   
 BX1822  ___________________________________________________________________
 BX1822  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX1822
 BX1822  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1822
 BX1822.The horizontal coordinates were scaled from a topographic map and have
 BX1822.an estimated accuracy of +/- 6 seconds.
 BX1822
 BX1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1822.The vertical order pertains to the NGVD 29 superseded value.
 BX1822
 BX1822.The geoid height was determined by GEOID03.
 BX1822
 BX1822;                    North         East    Units  Estimated Accuracy
 BX1822;SPC LA N     -   163,320.      935,050.      MT  (+/- 180 meters Scaled)
 BX1822
 BX1822                          SUPERSEDED SURVEY CONTROL
 BX1822
 BX1822  NGVD 29 (??/??/??)   53.940  (m)          176.97   (f) ADJUSTED    1 1
 BX1822
 BX1822.Superseded values are not recommended for survey control.
 BX1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1822.See file dsdata.txt to determine how the superseded data were derived.
 BX1822
 BX1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR823372(NAD 83)
 BX1822_MARKER: DB = BENCH MARK DISK
 BX1822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1822_SP_SET: CULVERT
 BX1822_STAMPING: L 264 1969
 BX1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX1822+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1822
 BX1822  HISTORY     - Date     Condition        Report By
 BX1822  HISTORY     - 1969     MONUMENTED       CGS
 BX1822  HISTORY     - 1986     GOOD             USPSQD
 BX1822  HISTORY     - 19950507 GOOD             USPSQD
 BX1822  HISTORY     - 20010922 GOOD             USPSQD
 BX1822  HISTORY     - 20060610 GOOD             USPSQD
 BX1822
 BX1822                          STATION DESCRIPTION
 BX1822
 BX1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1822'7.8 MI NW FROM CAMPTI.
 BX1822'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1822'AT CAMPTI, THENCE 7.55 MILES NORTHWEST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1822'IN SECTION 4, T 12 N, R 8 W, 0.25 MILE SOUTHEAST OF THE
 BX1822'NATCHITOCHES-RED RIVER PARISH LINE, 0.15 MILE NORTHWEST OF THE
 BX1822'FAIRVIEW ALPHA SCHOOL, 26 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX1822'HIGHWAY, SET IN THE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A
 BX1822'CONCRETE BOX CULVERT, 161 1/2 FEET SOUTH OF THE SOUTH CORNER OF A
 BX1822'BRICK HOUSE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BX1822
 BX1822                          STATION RECOVERY (1986)
 BX1822
 BX1822'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGC)
 BX1822'RECOVERED IN GOOD CONDITION.
 BX1822
 BX1822                          STATION RECOVERY (1995)
 BX1822
 BX1822'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1822'RECOVERED IN GOOD CONDITION.
 BX1822
 BX1822                          STATION RECOVERY (2001)
 BX1822
 BX1822'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1822'RECOVERED IN GOOD CONDITION.
 BX1822
 BX1822                          STATION RECOVERY (2006)
 BX1822
 BX1822'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX1822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1839 ***********************************************************************
 BX1839  DESIGNATION -  L 265
 BX1839  PID         -  BX1839
 BX1839  STATE/COUNTY-  LA/NATCHITOCHES
 BX1839  USGS QUAD   -  CAMPTI (1996)
 BX1839
 BX1839                         *CURRENT SURVEY CONTROL
 BX1839  ___________________________________________________________________
 BX1839* NAD 83(1986)-  31 52 56.     (N)    093 06 10.     (W)     SCALED    
 BX1839* NAVD 88     -        35.54   (+/-2cm)     116.6    (feet)  VERTCON   
 BX1839  ___________________________________________________________________
 BX1839  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1839
 BX1839  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1839
 BX1839.The horizontal coordinates were scaled from a topographic map and have
 BX1839.an estimated accuracy of +/- 6 seconds.
 BX1839
 BX1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1839.The vertical order pertains to the NGVD 29 superseded value.
 BX1839
 BX1839.The geoid height was determined by GEOID03.
 BX1839
 BX1839;                    North         East    Units  Estimated Accuracy
 BX1839;SPC LA N     -   153,410.      942,970.      MT  (+/- 180 meters Scaled)
 BX1839
 BX1839                          SUPERSEDED SURVEY CONTROL
 BX1839
 BX1839  NGVD 29 (??/??/??)   35.589  (m)          116.76   (f) ADJUSTED    1 1
 BX1839
 BX1839.Superseded values are not recommended for survey control.
 BX1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1839.See file dsdata.txt to determine how the superseded data were derived.
 BX1839
 BX1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR902273(NAD 83)
 BX1839_MARKER: DB = BENCH MARK DISK
 BX1839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1839_SP_SET: 69 FEET
 BX1839_STAMPING: L 265 1969
 BX1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1839
 BX1839  HISTORY     - Date     Condition        Report By
 BX1839  HISTORY     - 1969     MONUMENTED       CGS
 BX1839  HISTORY     - 1969     GOOD             CGS
 BX1839  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX1839  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1839  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1839
 BX1839                          STATION DESCRIPTION
 BX1839
 BX1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1839'1.05 MI SE FROM CAMPTI.
 BX1839'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1839'AT CAMPTI, THENCE 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, 59
 BX1839'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 1/2 FEET
 BX1839'NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN RAILWAY, 2
 BX1839'1/2 FEET NORTHWEST OF TELEPHONE POLE NUMBER 8943, 1.2 FEET SOUTHEAST
 BX1839'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 BX1839'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 BX1839'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 69 FEET AND IS
 BX1839'ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 BX1839'SURFACE OF THE GROUND.
 BX1839
 BX1839                          STATION RECOVERY (1969)
 BX1839
 BX1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1839'RECOVERED IN GOOD CONDITION.
 BX1839
 BX1839                          STATION RECOVERY (1986)
 BX1839
 BX1839'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1839'MARK NOT FOUND.
 BX1839
 BX1839                          STATION RECOVERY (1995)
 BX1839
 BX1839'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1839'MARK NOT FOUND.
 BX1839
 BX1839                          STATION RECOVERY (2001)
 BX1839
 BX1839'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1933 ***********************************************************************
 BX1933  DESIGNATION -  L 27
 BX1933  PID         -  BX1933
 BX1933  STATE/COUNTY-  LA/SABINE
 BX1933  USGS QUAD   -  MANY (1994)
 BX1933
 BX1933                         *CURRENT SURVEY CONTROL
 BX1933  ___________________________________________________________________
 BX1933* NAD 83(1986)-  31 34 10.     (N)    093 28 50.     (W)     SCALED    
 BX1933* NAVD 88     -        91.059  (meters)     298.75   (feet)  ADJUSTED  
 BX1933  ___________________________________________________________________
 BX1933  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX1933  DYNAMIC HT  -          90.949 (meters)     298.39  (feet)  COMP
 BX1933  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 BX1933
 BX1933  VERT ORDER  -  SECOND    CLASS 0
 BX1933
 BX1933.The horizontal coordinates were scaled from a topographic map and have
 BX1933.an estimated accuracy of +/- 6 seconds.
 BX1933
 BX1933.The orthometric height was determined by differential leveling
 BX1933.and adjusted by the National Geodetic Survey in February 1994..
 BX1933
 BX1933.The geoid height was determined by GEOID03.
 BX1933
 BX1933.The dynamic height is computed by dividing the NAVD 88
 BX1933.geopotential number by the normal gravity value computed on the
 BX1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1933.degrees latitude (g = 980.6199 gals.).
 BX1933
 BX1933.The modeled gravity was interpolated from observed gravity values.
 BX1933
 BX1933;                    North         East    Units  Estimated Accuracy
 BX1933;SPC LA N     -   119,000.      906,920.      MT  (+/- 180 meters Scaled)
 BX1933
 BX1933                          SUPERSEDED SURVEY CONTROL
 BX1933
 BX1933  NGVD 29 (??/??/??)   91.144  (m)          299.03   (f) ADJUSTED    2 0
 BX1933
 BX1933.Superseded values are not recommended for survey control.
 BX1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1933.See file dsdata.txt to determine how the superseded data were derived.
 BX1933
 BX1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ543928(NAD 83)
 BX1933_MARKER: DB = BENCH MARK DISK
 BX1933_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BX1933_SP_SET: WATER TANK FOOTING
 BX1933_STAMPING: L 27
 BX1933_MARK LOGO: CGS   
 BX1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1933+STABILITY: SURFACE MOTION
 BX1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1933+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BX1933
 BX1933  HISTORY     - Date     Condition        Report By
 BX1933  HISTORY     - 1934     MONUMENTED       CGS
 BX1933  HISTORY     - 1970     GOOD             LADTD
 BX1933  HISTORY     - 19890524 GOOD             LADTD
 BX1933  HISTORY     - 20010331 GOOD             NGS
 BX1933  HISTORY     - 20010922 GOOD             USPSQD
 BX1933
 BX1933                          STATION DESCRIPTION
 BX1933
 BX1933'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1933'0.4 MI E FROM MANY.
 BX1933'ABOUT 0.4 MILES EAST OF POST OFFICE AT MANY.  14.3 MILES SOUTHWEST OF
 BX1933'ROBELINE POST OFFICE AT ROBELINE.  AT THE MANY WATER TANK OF TOWER. IN
 BX1933'THE SOUTHEAST FOOTING OF THE TOWER.  47 FEET EAST OF THE SOUTHEAST
 BX1933'CORNER OF THE MANY WATER WORKS BUILDING.  26 FEET NORTH OF THE
 BX1933'CENTERLINE OF EAST MAIN STREET.  64 FEET WEST OF THE INTERSECTION OF
 BX1933'UNITED STATES HIGHWAY 171 AND EAST MAIN STREET.  29 FEET WEST OF A
 BX1933'COMBINATION POWER AND TELEPHONE POLE.  1/4, SEC 22, T 7N, R 11W.
 BX1933
 BX1933                          STATION RECOVERY (1989)
 BX1933
 BX1933'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX1933'THE STATION IS LOCATED IN THE TOWN OF MANY NEAR THE JUNCTION OF U.S.
 BX1933'HIGHWAY 171 AND MAIN STREET IN THE SET IN THE FOOTING FOR THE
 BX1933'SOUTHEAST LEG OF THE WATER TANK.  OWNERSHIP--TOWN OF MANY.
 BX1933'THE STATION IS 15.8 M (51.8 FT) WEST FROM THE CENTER OF HIGHWAY 171 AN
 BX1933'8.1 M (26.6 FT) NORTH FROM THE CENTER OF MAIN STREET.  THE STATION IS
 BX1933'ABOUT 0.31 M (1.02 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX1933
 BX1933                          STATION RECOVERY (2001)
 BX1933
 BX1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1933'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1933
 BX1933                          STATION RECOVERY (2001)
 BX1933
 BX1933'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2217 ***********************************************************************
 CQ2217  DESIGNATION -  L 270
 CQ2217  PID         -  CQ2217
 CQ2217  STATE/COUNTY-  LA/DE SOTO
 CQ2217  USGS QUAD   -  LONGSTREET (1972)
 CQ2217
 CQ2217                         *CURRENT SURVEY CONTROL
 CQ2217  ___________________________________________________________________
 CQ2217* NAD 83(1986)-  32 04 31.     (N)    093 57 29.     (W)     SCALED    
 CQ2217* NAVD 88     -        92.538  (meters)     303.60   (feet)  ADJUSTED  
 CQ2217  ___________________________________________________________________
 CQ2217  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2217  DYNAMIC HT  -          92.431 (meters)     303.25  (feet)  COMP
 CQ2217  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CQ2217
 CQ2217  VERT ORDER  -  FIRST     CLASS II
 CQ2217
 CQ2217.The horizontal coordinates were scaled from a topographic map and have
 CQ2217.an estimated accuracy of +/- 6 seconds.
 CQ2217
 CQ2217.The orthometric height was determined by differential leveling
 CQ2217.and adjusted by the National Geodetic Survey in June 1991..
 CQ2217
 CQ2217.The geoid height was determined by GEOID03.
 CQ2217
 CQ2217.The dynamic height is computed by dividing the NAVD 88
 CQ2217.geopotential number by the normal gravity value computed on the
 CQ2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2217.degrees latitude (g = 980.6199 gals.).
 CQ2217
 CQ2217.The modeled gravity was interpolated from observed gravity values.
 CQ2217
 CQ2217;                    North         East    Units  Estimated Accuracy
 CQ2217;SPC LA N     -   175,590.      862,350.      MT  (+/- 180 meters Scaled)
 CQ2217
 CQ2217                          SUPERSEDED SURVEY CONTROL
 CQ2217
 CQ2217  NGVD 29 (??/??/??)   92.601  (m)          303.81   (f) ADJUSTED    1 2
 CQ2217
 CQ2217.Superseded values are not recommended for survey control.
 CQ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2217.See file dsdata.txt to determine how the superseded data were derived.
 CQ2217
 CQ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR095491(NAD 83)
 CQ2217_MARKER: DB = BENCH MARK DISK
 CQ2217_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2217_SP_SET: STAINLESS STEEL ROD
 CQ2217_STAMPING: L 270 1979
 CQ2217_PROJECTION: FLUSH
 CQ2217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2217+STABILITY: POSITION/ELEVATION WELL
 CQ2217_ROD/PIPE-DEPTH: 6.10 meters
 CQ2217
 CQ2217  HISTORY     - Date     Condition        Report By
 CQ2217  HISTORY     - 1979     MONUMENTED       NGS
 CQ2217  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ2217
 CQ2217                          STATION DESCRIPTION
 CQ2217
 CQ2217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2217'1.6 MI SW FROM LONGSTREET.
 CQ2217'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 CQ2217'LONGSTREET, AT A TENECO GAS PIPELINE CROSSING, 53.5 FT. SOUTHEAST OF
 CQ2217'THE CENTERLINE OF THE HIGHWAY, 37.5 FT. NORTHWEST OF THE NORTHWEST
 CQ2217'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 29.0 FT. NORTH OF TELEPHONE
 CQ2217'JUNCTION BOX SS, 106.0 FT. NORTH OF THE EASTERNMOST ONE OF TWO STEEL
 CQ2217'PIPES MARKING THE PIPELINE, 3.5 FT. SOUTHWEST OF A FORKED PINE
 CQ2217'TREE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 CQ2217'A 4-INCH PLASTIC SCREW PLUG.
 CQ2217'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 CQ2217'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ2217
 CQ2217                          STATION RECOVERY (1996)
 CQ2217
 CQ2217'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2188 ***********************************************************************
 CQ2188  DESIGNATION -  L 272
 CQ2188  PID         -  CQ2188
 CQ2188  STATE/COUNTY-  LA/CADDO
 CQ2188  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2188
 CQ2188                         *CURRENT SURVEY CONTROL
 CQ2188  ___________________________________________________________________
 CQ2188* NAD 83(1986)-  32 30 02.     (N)    093 45 18.     (W)     SCALED    
 CQ2188* NAVD 88     -        80.523  (meters)     264.18   (feet)  ADJUSTED  
 CQ2188  ___________________________________________________________________
 CQ2188  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ2188  DYNAMIC HT  -          80.432 (meters)     263.88  (feet)  COMP
 CQ2188  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 CQ2188
 CQ2188  VERT ORDER  -  FIRST     CLASS II
 CQ2188
 CQ2188.The horizontal coordinates were scaled from a topographic map and have
 CQ2188.an estimated accuracy of +/- 6 seconds.
 CQ2188
 CQ2188.The orthometric height was determined by differential leveling
 CQ2188.and adjusted by the National Geodetic Survey in June 1991..
 CQ2188
 CQ2188.The geoid height was determined by GEOID03.
 CQ2188
 CQ2188.The dynamic height is computed by dividing the NAVD 88
 CQ2188.geopotential number by the normal gravity value computed on the
 CQ2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2188.degrees latitude (g = 980.6199 gals.).
 CQ2188
 CQ2188.The modeled gravity was interpolated from observed gravity values.
 CQ2188
 CQ2188;                    North         East    Units  Estimated Accuracy
 CQ2188;SPC LA N     -   222,500.      882,070.      MT  (+/- 180 meters Scaled)
 CQ2188
 CQ2188                          SUPERSEDED SURVEY CONTROL
 CQ2188
 CQ2188  NGVD 29 (??/??/??)   80.593  (m)          264.41   (f) ADJUSTED    1 2
 CQ2188
 CQ2188.Superseded values are not recommended for survey control.
 CQ2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2188.See file dsdata.txt to determine how the superseded data were derived.
 CQ2188
 CQ2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR290961(NAD 83)
 CQ2188_MARKER: DB = BENCH MARK DISK
 CQ2188_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2188_SP_SET: STAINLESS STEEL ROD
 CQ2188_STAMPING: L 272 1979
 CQ2188_PROJECTION: FLUSH
 CQ2188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2188+STABILITY: POSITION/ELEVATION WELL
 CQ2188_ROD/PIPE-DEPTH: 4.57 meters
 CQ2188
 CQ2188  HISTORY     - Date     Condition        Report By
 CQ2188  HISTORY     - 1979     MONUMENTED       NGS
 CQ2188  HISTORY     - 1989     GOOD             USPSQD
 CQ2188  HISTORY     - 19990206 GOOD             USPSQD
 CQ2188
 CQ2188                          STATION DESCRIPTION
 CQ2188
 CQ2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2188'IN SHREVEPORT.
 CQ2188'IN SHREVEPORT, AT THE INTERSECTION OF 1200 TEXAS AVENUE AND 1200
 CQ2188'MURPHY STREET, AT THE SHREVEPORT CITY HALL, AT THE HISTORICAL
 CQ2188'MONUMENT COMMEMORATING THE SITE OF BATTERY 7, 33.0 FT. WEST OF THE
 CQ2188'WEST CURB OF THE AVENUE, 43.0 FT. NORTH OF THE NORTH CURB OF THE
 CQ2188'STREET, 28.0 FT. NORTHWEST OF A FIRE HYDRANT, 1.5 FT. WEST OF THE
 CQ2188'CENTER OF THE WEST FACE OF THE MONUMENT.  DISK IS 4 INCHES BELOW
 CQ2188'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2188'THE MARK IS 5 FT ABOVE TEXAS AVENUE.
 CQ2188
 CQ2188                          STATION RECOVERY (1989)
 CQ2188
 CQ2188'RECOVERY NOTE BY US POWER SQUADRON 1989 (HBH)
 CQ2188'RECOVERED IN GOOD CONDITION.
 CQ2188
 CQ2188                          STATION RECOVERY (1999)
 CQ2188
 CQ2188'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1553 ***********************************************************************
 BJ1553  DESIGNATION -  L 275
 BJ1553  PID         -  BJ1553
 BJ1553  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1553  USGS QUAD   -  PONCHATOULA (1994)
 BJ1553
 BJ1553                         *CURRENT SURVEY CONTROL
 BJ1553  ___________________________________________________________________
 BJ1553* NAD 83(1986)-  30 24 53.     (N)    090 26 03.     (W)     SCALED    
 BJ1553* NAVD 88     -         4.115  (meters)      13.50   (feet)  ADJUSTED  
 BJ1553  ___________________________________________________________________
 BJ1553  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BJ1553  DYNAMIC HT  -           4.109 (meters)      13.48  (feet)  COMP
 BJ1553  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ1553
 BJ1553  VERT ORDER  -  FIRST     CLASS I
 BJ1553
 BJ1553.The horizontal coordinates were scaled from a topographic map and have
 BJ1553.an estimated accuracy of +/- 6 seconds.
 BJ1553
 BJ1553.The orthometric height was determined by differential leveling
 BJ1553.and adjusted by the National Geodetic Survey in February 1994..
 BJ1553
 BJ1553.The geoid height was determined by GEOID03.
 BJ1553
 BJ1553.The dynamic height is computed by dividing the NAVD 88
 BJ1553.geopotential number by the normal gravity value computed on the
 BJ1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1553.degrees latitude (g = 980.6199 gals.).
 BJ1553
 BJ1553.The modeled gravity was interpolated from observed gravity values.
 BJ1553
 BJ1553;                    North         East    Units  Estimated Accuracy
 BJ1553;SPC LA S     -   212,580.    1,086,390.      MT  (+/- 180 meters Scaled)
 BJ1553
 BJ1553                          SUPERSEDED SURVEY CONTROL
 BJ1553
 BJ1553  NAVD 88 (06/15/91)    4.180  (m)           13.71   (f) UNKNOWN     1 1
 BJ1553  NGVD 29 (??/??/??)    4.163  (m)           13.66   (f) ADJUSTED    1 1
 BJ1553
 BJ1553.Superseded values are not recommended for survey control.
 BJ1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1553.See file dsdata.txt to determine how the superseded data were derived.
 BJ1553
 BJ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP464675(NAD 83)
 BJ1553_MARKER: DB = BENCH MARK DISK
 BJ1553_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1553_SP_SET: BRIDGE ABUTMENT
 BJ1553_STAMPING: L 275 1969
 BJ1553_MARK LOGO: CGS   
 BJ1553_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1553+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BJ1553
 BJ1553  HISTORY     - Date     Condition        Report By
 BJ1553  HISTORY     - 1969     MONUMENTED       CGS
 BJ1553  HISTORY     - 1986     GOOD             NGS
 BJ1553  HISTORY     - 19920617 GOOD             NGS
 BJ1553  HISTORY     - 20060419 GOOD             NGS
 BJ1553
 BJ1553                          STATION DESCRIPTION
 BJ1553
 BJ1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1553'1.75 MI S FROM PONCHATOULA.
 BJ1553'ABOUT 1.75 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1553'STATION AT PONCHATOULA, 0.4 MILE NORTH OF MILEPOST 866, SET ON THE TOP
 BJ1553'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A ROAD OVER
 BJ1553'INTERSTATE 55 (CONNECTOR ROAD BETWEEN THE INTERSTATE HIGHWAY AND
 BJ1553'BUSINESS ROUTE OF U. S. HIGHWAY 51), 164.5 FEET WEST OF AND ACROSS
 BJ1553'BUSINESS ROUTE OF U. S. HIGHWAY 50 FROM THE WEST RAIL, 67 1/2 FEET
 BJ1553'WEST OF THE CENTER LINE OF THE U. S. HIGHWAY, 21 1/2 FEET EAST OF THE
 BJ1553'CENTER LINE OF THE CONNECTOR ROAD, ABOUT LEVEL WITH THE CONNECTOR ROAD
 BJ1553'AND 6 FEET ABOVE THE LEVEL OF THE TRACK.
 BJ1553
 BJ1553                          STATION RECOVERY (1986)
 BJ1553
 BJ1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1553'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 BJ1553'FOLLOWING CORRECTION.  CHANGE WEST OF AND ACROSS BUSINESS ROUTE OF
 BJ1553'U.S. HIGHWAY 50 TO U.S. HIGHWAY 51.
 BJ1553
 BJ1553                          STATION RECOVERY (1992)
 BJ1553
 BJ1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1553'2.8 KM (1.75 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1553'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, IN TOP OF AND 0.3 M
 BJ1553'(1.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF AN
 BJ1553'INTERSTATE HIGHWAY 55 ON-RAMP BRIDGE, 50.4 M (165.4 FT) WEST OF THE
 BJ1553'NEAR RAIL, 6.5 M (21.3 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 51
 BJ1553'BUSINESS, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ1553
 BJ1553                          STATION RECOVERY (2006)
 BJ1553
 BJ1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1553'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0332 ***********************************************************************
 AT0332  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0332  DESIGNATION -  L 278
 AT0332  PID         -  AT0332
 AT0332  STATE/COUNTY-  LA/ST BERNARD
 AT0332  USGS QUAD   -  CHALMETTE (1994)
 AT0332
 AT0332                         *CURRENT SURVEY CONTROL
 AT0332  ___________________________________________________________________
 AT0332* NAD 83(1992)-  29 52 34.17152(N)    089 53 45.38515(W)     ADJUSTED  
 AT0332* NAVD 88     -         2.11 **(meters)       6.9  **(feet)  LEVELING(2004.65)
 AT0332  **This station is located in a subsidence area (see below).
 AT0332  **This station is included in the VTDP model (see below).
 AT0332  ___________________________________________________________________
 AT0332  EPOCH DATE  -        2004.65
 AT0332  X           -      10,052.732 (meters)                     COMP
 AT0332  Y           -  -5,535,078.103 (meters)                     COMP
 AT0332  Z           -   3,158,465.751 (meters)                     COMP
 AT0332  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT0332  ELLIP HEIGHT-         -23.69  (meters)          (06/22/05) GPS OBS
 AT0332  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AT0332  DYNAMIC HT  -           2.11  (meters)       6.9   (feet)  COMP
 AT0332  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 AT0332
 AT0332  HORZ ORDER  -  B
 AT0332  VERT ORDER  -  THIRD
 AT0332  ELLP ORDER  -  FOURTH    CLASS I
 AT0332
 AT0332.The horizontal coordinates were established by GPS observations
 AT0332.and adjusted by the National Geodetic Survey in June 2005..
 AT0332.The horizontal coordinates are valid at the epoch date displayed above.
 AT0332.The epoch date for horizontal control is a decimal equivalence
 AT0332.of Year/Month/Day.
 AT0332
 AT0332 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0332 ** and geoid heights are valid at the date of observation. These heights
 AT0332 ** must always be validated when used as control.
 AT0332 ** The orthometric height was determined with a Vertical Time-dependent
 AT0332 ** Positioning (VTDP) model and has been validated through GPS observations
 AT0332 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AT0332 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0332 ** epoch indicated which incorporates improved geoid heights for the
 AT0332 ** Southern Louisiana Subsidence area
 AT0332 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0332.The orthometric height was determined by differential leveling.
 AT0332.The vertical network tie was performed by a horz. field party for horz.
 AT0332.obs reductions. Reset procedures were used to establish the elevation.
 AT0332
 AT0332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0332
 AT0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0332
 AT0332.The ellipsoidal height was determined by GPS observations
 AT0332.and is referenced to NAD 83.
 AT0332
 AT0332.The geoid height was determined by GEOID03.
 AT0332
 AT0332.The dynamic height is computed by dividing the NAVD 88
 AT0332.geopotential number by the normal gravity value computed on the
 AT0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0332.degrees latitude (g = 980.6199 gals.).
 AT0332
 AT0332.The modeled gravity was interpolated from observed gravity values.
 AT0332
 AT0332;                    North         East     Units Scale Factor Converg.
 AT0332;SPC LA S     -   153,410.301 1,138,846.956   MT  0.99992810   +0 43 07.4
 AT0332;SPC LA S     -   503,313.63  3,736,367.05   sFT  0.99992810   +0 43 07.4
 AT0332;UTM  16      - 3,308,585.962   220,286.689   MT  1.00056544   -1 26 36.5
 AT0332
 AT0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0332!SPC LA S     -   1.00000372  x   0.99992810  =   0.99993182
 AT0332!UTM  16      -   1.00000372  x   1.00056544  =   1.00056916
 AT0332
 AT0332                          SUPERSEDED SURVEY CONTROL
 AT0332
 AT0332  NAVD 88 (02/14/94)    2.253  (m)            7.39   (f) READJUSTED  3  
 AT0332  NAVD 88 (06/15/91)    2.310  (m)            7.58   (f) UNKNOWN     1 1
 AT0332  NGVD 29 (??/??/??)    2.359  (m)            7.74   (f) ADJUSTED    1 1
 AT0332
 AT0332.Superseded values are not recommended for survey control.
 AT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0332.See file dsdata.txt to determine how the superseded data were derived.
 AT0332
 AT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2028708586(NAD 83)
 AT0332_MARKER: DB = BENCH MARK DISK
 AT0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0332_STAMPING: L 278 1970
 AT0332_MARK LOGO: NGS   
 AT0332_PROJECTION: FLUSH
 AT0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0332+STABILITY: SURFACE MOTION
 AT0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0332+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AT0332
 AT0332  HISTORY     - Date     Condition        Report By
 AT0332  HISTORY     - 1970     MONUMENTED       NGS
 AT0332  HISTORY     - 1971     GOOD             NGS
 AT0332  HISTORY     - 1984     GOOD             NGS
 AT0332  HISTORY     - 20040413 GOOD             NGS
 AT0332  HISTORY     - 20051006 GOOD             NGS
 AT0332
 AT0332                          STATION DESCRIPTION
 AT0332
 AT0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0332'0.75 MI NW FROM POYDRAS.
 AT0332'ABOUT 0.75 MILE NORTHWEST ALONG ST. BERNARD HIGHWAY (STATE HIGHWAYS 39
 AT0332'AND 46) FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 46 AT POYDRAS, 112
 AT0332'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHEAST OF THE
 AT0332'CENTER OF A CROSSING OF A PAVED STREET AND THE SOUTHERN RAILWAY, 26
 AT0332'FEET SOUTH OF THE CENTER LINE OF THE STREET, 20.7 FEET EAST OF THE
 AT0332'EAST RAIL, 6.2 FEET SOUTH OF THE NORTHWEST CORNER OF A FENCE, 1 1/2
 AT0332'FEET WEST OF THE FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AT0332'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 AT0332'CONCRETE POST WHICH PROJECTS 3 INCHES.  SECTION 13, T 13S, R 13E.
 AT0332'NOTE-- THIS MARK IS ALSO 1.6 MILES SOUTHEAST ALONG ST. BERNARD HIGHWAY
 AT0332'(STATE HIGHWAYS 39 AND 46) FROM THE POST OFFICE AT VIOLET.
 AT0332
 AT0332                          STATION RECOVERY (1984)
 AT0332
 AT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0332'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.3 METER (1.0 FT) WEST OF THE
 AT0332'WITNESS POST.
 AT0332
 AT0332                          STATION RECOVERY (2004)
 AT0332
 AT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0332'0.75 MI NW OF POYDRAS ALONG ST BERNARD HWY (STATE HWYS 39 AND 46))
 AT0332'FROM THE JUNCTION OF  STATE HWYS 39 AND 46 TO THE JUNCTION OF GOODWILL
 AT0332'DR. AND THE LADOT AND DEVELOPMENT  MAINTENCE UNIT  IN THE SW CORNER OF
 AT0332'THE JUNCTION.  THE MARK IS ALONG THE FENCELINE  NEAR  THE NW CORNER OF
 AT0332'THE FENCE AROUND THE MAINTENANCE UNIT.  IT IS 33 FEET SEOF THE
 AT0332'RAILROAD CROSSING, 20 FEET E OF THE E RAIL AND 6 FT S OF THE FENCE
 AT0332'CORNER.
 AT0332
 AT0332                          STATION RECOVERY (2005)
 AT0332
 AT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0332'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1965 ***********************************************************************
 BX1965  DESIGNATION -  L 28
 BX1965  PID         -  BX1965
 BX1965  STATE/COUNTY-  LA/SABINE
 BX1965  USGS QUAD   -  FLORIEN (1997)
 BX1965
 BX1965                         *CURRENT SURVEY CONTROL
 BX1965  ___________________________________________________________________
 BX1965* NAD 83(1986)-  31 26 39.     (N)    093 27 33.     (W)     SCALED    
 BX1965* NAVD 88     -        77.06   (+/-2cm)     252.8    (feet)  VERTCON   
 BX1965  ___________________________________________________________________
 BX1965  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BX1965
 BX1965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1965
 BX1965.The horizontal coordinates were scaled from a topographic map and have
 BX1965.an estimated accuracy of +/- 6 seconds.
 BX1965
 BX1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1965.The vertical order pertains to the NGVD 29 superseded value.
 BX1965
 BX1965.The geoid height was determined by GEOID03.
 BX1965
 BX1965;                    North         East    Units  Estimated Accuracy
 BX1965;SPC LA N     -   105,090.      908,830.      MT  (+/- 180 meters Scaled)
 BX1965
 BX1965                          SUPERSEDED SURVEY CONTROL
 BX1965
 BX1965  NGVD 29 (??/??/??)   77.137  (m)          253.07   (f) ADJUSTED    2 0
 BX1965
 BX1965.Superseded values are not recommended for survey control.
 BX1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1965.See file dsdata.txt to determine how the superseded data were derived.
 BX1965
 BX1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ563789(NAD 83)
 BX1965_MARKER: DB = BENCH MARK DISK
 BX1965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1965_SP_SET: FOUNDATION
 BX1965_STAMPING: L28 1935
 BX1965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1965
 BX1965  HISTORY     - Date     Condition        Report By
 BX1965  HISTORY     - 1935     MONUMENTED       CGS
 BX1965  HISTORY     - 1970     GOOD             LADTD
 BX1965
 BX1965                          STATION DESCRIPTION
 BX1965
 BX1965'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1965'IN FLORIEN.
 BX1965'THIS MARK IS IN THE SIDE OF THE KANSAS CITY SOUTHERN DEPOT AT FLORIEN.
 BX1965'IN THE SOUTHEAST CORNER.  10 FEET NORTH OF RADIO TOWER.  21 FEET
 BX1965'SOUTH OF KANSAS CITY SOUTHERN SIGNAL TOWER.  A STANDARD DISK IS SET
 BX1965'VERTICALLY IN THE FOUNDATION OF THE BUILDING.  ABOUT 1 FOOT ABOVE THE
 BX1965'GROUND.  A STEEL WITNESS POST IS SET 3 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0188 ***********************************************************************
 AT0188  DESIGNATION -  L 280
 AT0188  PID         -  AT0188
 AT0188  STATE/COUNTY-  LA/PLAQUEMINES
 AT0188  USGS QUAD   -  SOUTH PASS (1971)
 AT0188
 AT0188                         *CURRENT SURVEY CONTROL
 AT0188  ___________________________________________________________________
 AT0188* NAD 83(1986)-  29 00 41.     (N)    089 09 47.     (W)     SCALED    
 AT0188* NAVD 88     -         0.533  (meters)       1.75   (feet)  READJUSTED
 AT0188  ___________________________________________________________________
 AT0188  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AT0188  DYNAMIC HT  -           0.530 (meters)       1.74  (feet)  COMP
 AT0188  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 AT0188
 AT0188  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0188
 AT0188.The horizontal coordinates were scaled from a topographic map and have
 AT0188.an estimated accuracy of +/- 6 seconds.
 AT0188
 AT0188.The orthometric height was determined by differential leveling
 AT0188.and adjusted by the National Geodetic Survey in February 1994..
 AT0188.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0188.distribution rate of 0.0 thru 1.0 mm/km.
 AT0188.The height was derived from older observations constrained to new
 AT0188.heights in a crustal motion area.  The height is approximate in
 AT0188.relation to other heights in its vicinity.
 AT0188
 AT0188.The geoid height was determined by GEOID03.
 AT0188
 AT0188.The dynamic height is computed by dividing the NAVD 88
 AT0188.geopotential number by the normal gravity value computed on the
 AT0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0188.degrees latitude (g = 980.6199 gals.).
 AT0188
 AT0188.The modeled gravity was interpolated from observed gravity values.
 AT0188
 AT0188;                    North         East    Units  Estimated Accuracy
 AT0188;SPC LA S     -    58,690.    1,211,450.      MT  (+/- 180 meters Scaled)
 AT0188
 AT0188                          SUPERSEDED SURVEY CONTROL
 AT0188
 AT0188  NGVD 29 (??/??/??)    0.612  (m)            2.01   (f) ADJUSTED    1 1
 AT0188
 AT0188.Superseded values are not recommended for survey control.
 AT0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0188.See file dsdata.txt to determine how the superseded data were derived.
 AT0188
 AT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT893111(NAD 83)
 AT0188_MARKER: DB = BENCH MARK DISK
 AT0188_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0188_SP_SET: 72 FEET
 AT0188_STAMPING: L 280 1971
 AT0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0188
 AT0188  HISTORY     - Date     Condition        Report By
 AT0188  HISTORY     - 1971     MONUMENTED       NGS
 AT0188
 AT0188                          STATION DESCRIPTION
 AT0188
 AT0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0188'0.3 MI SE FROM PORT EADS.
 AT0188'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0188'THE LIGHTHOUSE AT PORT EADS, 22 YARDS SOUTHWEST OF THE SOUTHWEST BANK
 AT0188'OF THE PASS.  9 FEET SOUTH OF A POWER LINE POLE, IN LINE WITH A ROW OF
 AT0188'POLES, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 AT0188'PROJECTING 18 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY 4
 AT0188'CREOSOTED POST, ENCASED IN A 4 INCH PLASTIC PIPE WHICH PROJECTS 18
 AT0188'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 AT0188'OF 72 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0537 ***********************************************************************
 AT0537  DESIGNATION -  L 280 USE RESET 1977
 AT0537  PID         -  AT0537
 AT0537  STATE/COUNTY-  LA/PLAQUEMINES
 AT0537  USGS QUAD   -  SOUTH PASS (1971)
 AT0537
 AT0537                         *CURRENT SURVEY CONTROL
 AT0537  ___________________________________________________________________
 AT0537* NAD 83(1986)-  29 00 41.     (N)    089 09 47.     (W)     SCALED    
 AT0537* NAVD 88     -         1.16   (+/-2cm)       3.8    (feet)  VERTCON   
 AT0537  ___________________________________________________________________
 AT0537  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AT0537
 AT0537  VERT ORDER  -  THIRD (See Below)
 AT0537
 AT0537.The horizontal coordinates were scaled from a topographic map and have
 AT0537.an estimated accuracy of +/- 6 seconds.
 AT0537
 AT0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0537.The vertical order pertains to the NGVD 29 superseded value.
 AT0537
 AT0537.The geoid height was determined by GEOID03.
 AT0537
 AT0537;                    North         East    Units  Estimated Accuracy
 AT0537;SPC LA S     -    58,690.    1,211,450.      MT  (+/- 180 meters Scaled)
 AT0537
 AT0537                          SUPERSEDED SURVEY CONTROL
 AT0537
 AT0537  NGVD 29 (??/??/??)    1.24   (m)            4.1    (f) RESET       3  
 AT0537
 AT0537.Superseded values are not recommended for survey control.
 AT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0537.See file dsdata.txt to determine how the superseded data were derived.
 AT0537
 AT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT893111(NAD 83)
 AT0537_MARKER: DB = BENCH MARK DISK
 AT0537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0537_STAMPING: L 280 RESET 1977
 AT0537_PROJECTION: PROJECTING 8 CENTIMETERS
 AT0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0537_ROD/PIPE-DEPTH: 21.9 meters
 AT0537
 AT0537  HISTORY     - Date     Condition        Report By
 AT0537  HISTORY     - 1977     MONUMENTED       USE
 AT0537
 AT0537                          STATION DESCRIPTION
 AT0537
 AT0537'DESCRIBED BY US ENGINEERS 1977
 AT0537'0.5 MI SE FROM PORT EADS.
 AT0537'0.5 MILE SOUTHEAST ALONG THE THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0537'THE LIGHTHOUSE IN PORT EADS, ABOUT 70 FEET WEST OF THE WEST BANK
 AT0537'OF SOUTH PASS DIRECTLY UNDER THE CENTER OF TOWER 21-S AT BASE
 AT0537'LINE STATION 581+50.0. A COPPER COATED STEEL ROD ENCASED IN
 AT0537'A 4-INCH PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0503 ***********************************************************************
 AT0503  DESIGNATION -  L 281
 AT0503  PID         -  AT0503
 AT0503  STATE/COUNTY-  LA/PLAQUEMINES
 AT0503  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0503
 AT0503                         *CURRENT SURVEY CONTROL
 AT0503  ___________________________________________________________________
 AT0503* NAD 83(1986)-  28 59 00.     (N)    089 21 55.     (W)     SCALED    
 AT0503* NAVD 88     -         1.549  (meters)       5.08   (feet)  READJUSTED
 AT0503  ___________________________________________________________________
 AT0503  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AT0503  DYNAMIC HT  -           1.550 (meters)       5.09  (feet)  COMP
 AT0503  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 AT0503
 AT0503  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0503
 AT0503.The horizontal coordinates were scaled from a topographic map and have
 AT0503.an estimated accuracy of +/- 6 seconds.
 AT0503
 AT0503.The orthometric height was determined by differential leveling
 AT0503.and adjusted by the National Geodetic Survey in February 1994..
 AT0503.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0503.distribution rate of 0.0 thru 1.0 mm/km.
 AT0503.The height was derived from older observations constrained to new
 AT0503.heights in a crustal motion area.  The height is approximate in
 AT0503.relation to other heights in its vicinity.
 AT0503
 AT0503.The geoid height was determined by GEOID03.
 AT0503
 AT0503.The dynamic height is computed by dividing the NAVD 88
 AT0503.geopotential number by the normal gravity value computed on the
 AT0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0503.degrees latitude (g = 980.6199 gals.).
 AT0503
 AT0503.The modeled gravity was interpolated from observed gravity values.
 AT0503
 AT0503;                    North         East    Units  Estimated Accuracy
 AT0503;SPC LA S     -    55,230.    1,191,800.      MT  (+/- 180 meters Scaled)
 AT0503
 AT0503                          SUPERSEDED SURVEY CONTROL
 AT0503
 AT0503  NGVD 29 (??/??/??)    1.628  (m)            5.34   (f) ADJUSTED    1 1
 AT0503
 AT0503.Superseded values are not recommended for survey control.
 AT0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0503.See file dsdata.txt to determine how the superseded data were derived.
 AT0503
 AT0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT695084(NAD 83)
 AT0503_MARKER: DB = BENCH MARK DISK
 AT0503_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0503_SP_SET: 96 FEET
 AT0503_STAMPING: L 281 1971
 AT0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0503
 AT0503  HISTORY     - Date     Condition        Report By
 AT0503  HISTORY     - 1971     MONUMENTED       NGS
 AT0503
 AT0503                          STATION DESCRIPTION
 AT0503
 AT0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0503'1.75 MI NE FROM BURRWOOD.
 AT0503'ABOUT 1.75 MILES NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD
 AT0503'LIGHTHOUSE AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, 0.15 MILE
 AT0503'NORTHWEST OF A STORAGE TANK BATTERY, 50 YARDS SOUTHEAST OF THE
 AT0503'SOUTHEAST BANK OF THE PASS, 33 FEET SOUTH OF AN OLD TELEPHONE POLE,
 AT0503'SURROUNDED BY 3 CREOSOTED WOODEN POSTS WITH A WITNESS SHIELD ON THE
 AT0503'MOST NORTHWESTERLY POST, AND ON THE TOP OF A COPPER COATED ROD THAT
 AT0503'PROJECTS 18 INCHES AND IS ENCASED IN A 4-INCH PLASTIC PIPE WHICH
 AT0503'PROJECTS 18 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 96 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0202 ***********************************************************************
 BJ0202  DESIGNATION -  L 282
 BJ0202  PID         -  BJ0202
 BJ0202  STATE/COUNTY-  LA/ST LANDRY
 BJ0202  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0202
 BJ0202                         *CURRENT SURVEY CONTROL
 BJ0202  ___________________________________________________________________
 BJ0202* NAD 83(1986)-  30 43 50.     (N)    091 45 14.     (W)     SCALED    
 BJ0202* NAVD 88     -        10.213  (meters)      33.51   (feet)  ADJUSTED  
 BJ0202  ___________________________________________________________________
 BJ0202  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0202  DYNAMIC HT  -          10.200 (meters)      33.46  (feet)  COMP
 BJ0202  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 BJ0202
 BJ0202  VERT ORDER  -  FIRST     CLASS I
 BJ0202
 BJ0202.The horizontal coordinates were scaled from a topographic map and have
 BJ0202.an estimated accuracy of +/- 6 seconds.
 BJ0202
 BJ0202.The orthometric height was determined by differential leveling
 BJ0202.and adjusted by the National Geodetic Survey in February 1994..
 BJ0202
 BJ0202.The geoid height was determined by GEOID03.
 BJ0202
 BJ0202.The dynamic height is computed by dividing the NAVD 88
 BJ0202.geopotential number by the normal gravity value computed on the
 BJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0202.degrees latitude (g = 980.6199 gals.).
 BJ0202
 BJ0202.The modeled gravity was interpolated from observed gravity values.
 BJ0202
 BJ0202;                    North         East    Units  Estimated Accuracy
 BJ0202;SPC LA S     -   247,330.      959,720.      MT  (+/- 180 meters Scaled)
 BJ0202
 BJ0202                          SUPERSEDED SURVEY CONTROL
 BJ0202
 BJ0202  NAVD 88 (06/15/91)   10.252  (m)           33.64   (f) UNKNOWN     1 1
 BJ0202  NGVD 29 (??/??/??)   10.214  (m)           33.51   (f) ADJUSTED    1 1
 BJ0202
 BJ0202.Superseded values are not recommended for survey control.
 BJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0202.See file dsdata.txt to determine how the superseded data were derived.
 BJ0202
 BJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ192004(NAD 83)
 BJ0202_MARKER: DB = BENCH MARK DISK
 BJ0202_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0202+WITH SETTING: INTO GROUND
 BJ0202_SP_SET: METAL ROD WITH BASE PLATE
 BJ0202_STAMPING: L 282 1976
 BJ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0202+STABILITY: SURFACE MOTION
 BJ0202
 BJ0202  HISTORY     - Date     Condition        Report By
 BJ0202  HISTORY     - 1976     MONUMENTED       NGS
 BJ0202  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 BJ0202
 BJ0202                          STATION DESCRIPTION
 BJ0202
 BJ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0202'3.05 MI NORTH FROM MELVILLE.
 BJ0202'3.05 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0202'RAILROAD OVERPASS AT MELVILLE, SET ON THE OUTSIDE OF A CURVE, 84 FT
 BJ0202'WEST OF THE CENTER LINE OF HIGHWAY 105, 19 FT SOUTH OF CENTER LINE OF
 BJ0202'A GRAVELED ROAD, 1.3 FT NORTHWEST OF A CONCRETE HIGHWAY MARKER, 0.8 FT
 BJ0202'NORTH OF A FENCE CORNER POST
 BJ0202
 BJ0202                          STATION RECOVERY (2005)
 BJ0202
 BJ0202'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0202'MARK NOT FOUND.  HWY. APPEARS TO HAVE BEEN MOVED.  HWY MARKER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0566 ***********************************************************************
 BJ0566  DESIGNATION -  L 283
 BJ0566  PID         -  BJ0566
 BJ0566  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0566  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0566
 BJ0566                         *CURRENT SURVEY CONTROL
 BJ0566  ___________________________________________________________________
 BJ0566* NAD 83(1986)-  30 22 30.     (N)    091 14 35.     (W)     SCALED    
 BJ0566* NAVD 88     -         8.012  (meters)      26.29   (feet)  ADJUSTED  
 BJ0566  ___________________________________________________________________
 BJ0566  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0566  DYNAMIC HT  -           8.001 (meters)      26.25  (feet)  COMP
 BJ0566  MODELED GRAV-     979,329.1   (mgal)                       NAVD 88
 BJ0566
 BJ0566  VERT ORDER  -  FIRST     CLASS I
 BJ0566
 BJ0566.The horizontal coordinates were scaled from a topographic map and have
 BJ0566.an estimated accuracy of +/- 6 seconds.
 BJ0566
 BJ0566.The orthometric height was determined by differential leveling
 BJ0566.and adjusted by the National Geodetic Survey in February 1994..
 BJ0566
 BJ0566.The geoid height was determined by GEOID03.
 BJ0566
 BJ0566.The dynamic height is computed by dividing the NAVD 88
 BJ0566.geopotential number by the normal gravity value computed on the
 BJ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0566.degrees latitude (g = 980.6199 gals.).
 BJ0566
 BJ0566.The modeled gravity was interpolated from observed gravity values.
 BJ0566
 BJ0566;                    North         East    Units  Estimated Accuracy
 BJ0566;SPC LA S     -   207,840.    1,008,680.      MT  (+/- 180 meters Scaled)
 BJ0566
 BJ0566                          SUPERSEDED SURVEY CONTROL
 BJ0566
 BJ0566  NGVD 29 (??/??/??)    8.011  (m)           26.28   (f) ADJUSTED    1 1
 BJ0566
 BJ0566.Superseded values are not recommended for survey control.
 BJ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0566.See file dsdata.txt to determine how the superseded data were derived.
 BJ0566
 BJ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP688616(NAD 83)
 BJ0566_MARKER: DB = BENCH MARK DISK
 BJ0566_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0566+WITH SETTING: INTO GROUND
 BJ0566_SP_SET: METAL ROD WITH BASE PLATE
 BJ0566_STAMPING: L 283 1976
 BJ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0566+STABILITY: SURFACE MOTION
 BJ0566
 BJ0566  HISTORY     - Date     Condition        Report By
 BJ0566  HISTORY     - 1976     MONUMENTED       NGS
 BJ0566
 BJ0566                          STATION DESCRIPTION
 BJ0566
 BJ0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0566'1.0 MI SOUTH FROM BRUSLY LANDING.
 BJ0566'1.0 MILE SOUTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0566'HIGHWAY 989-2, AT THE ISRAELITE CHURCH, 26.5 FT WEST OF THE CENTER
 BJ0566'LINE OF THE HIGHWAY, 56.6 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BJ0566'CHURCH, 2 FT. SOUTH OF THE EAST END OF A FENCE, 2 FT. NORTHEAST OF
 BJ0566'POWER LINE POLE NUMBER 129 SUPPORTING 3 TRANSFORMERS, THE DISK IS 0.3
 BJ0566'FT. UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0433 ***********************************************************************
 BJ0433  DESIGNATION -  L 284
 BJ0433  PID         -  BJ0433
 BJ0433  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0433  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ0433
 BJ0433                         *CURRENT SURVEY CONTROL
 BJ0433  ___________________________________________________________________
 BJ0433* NAD 83(1986)-  30 46 30.     (N)    091 23 17.     (W)     SCALED    
 BJ0433* NAVD 88     -        28.719  (meters)      94.22   (feet)  ADJUSTED  
 BJ0433  ___________________________________________________________________
 BJ0433  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0433  DYNAMIC HT  -          28.682 (meters)      94.10  (feet)  COMP
 BJ0433  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 BJ0433
 BJ0433  VERT ORDER  -  FIRST     CLASS I
 BJ0433
 BJ0433.The horizontal coordinates were scaled from a topographic map and have
 BJ0433.an estimated accuracy of +/- 6 seconds.
 BJ0433
 BJ0433.The orthometric height was determined by differential leveling
 BJ0433.and adjusted by the National Geodetic Survey in February 1994..
 BJ0433
 BJ0433.The geoid height was determined by GEOID03.
 BJ0433
 BJ0433.The dynamic height is computed by dividing the NAVD 88
 BJ0433.geopotential number by the normal gravity value computed on the
 BJ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0433.degrees latitude (g = 980.6199 gals.).
 BJ0433
 BJ0433.The modeled gravity was interpolated from observed gravity values.
 BJ0433
 BJ0433;                    North         East    Units  Estimated Accuracy
 BJ0433;SPC LA S     -   252,180.      994,760.      MT  (+/- 180 meters Scaled)
 BJ0433
 BJ0433                          SUPERSEDED SURVEY CONTROL
 BJ0433
 BJ0433  NGVD 29 (??/??/??)   28.703  (m)           94.17   (f) ADJUSTED    1 1
 BJ0433
 BJ0433.Superseded values are not recommended for survey control.
 BJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0433.See file dsdata.txt to determine how the superseded data were derived.
 BJ0433
 BJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ542057(NAD 83)
 BJ0433_MARKER: DB = BENCH MARK DISK
 BJ0433_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0433+WITH SETTING: INTO GROUND
 BJ0433_SP_SET: METAL ROD WITH BASE PLATE
 BJ0433_STAMPING: L 284 1976
 BJ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0433+STABILITY: SURFACE MOTION
 BJ0433
 BJ0433  HISTORY     - Date     Condition        Report By
 BJ0433  HISTORY     - 1976     MONUMENTED       NGS
 BJ0433
 BJ0433                          STATION DESCRIPTION
 BJ0433
 BJ0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0433'IN ST FRANCISVILLE.
 BJ0433'0.6 MILE SOUTHWEST ALONG FERDINAND STREET FROM THE POST OFFICE AT
 BJ0433'ST. FRANCISVILLE, AT MOUNT CARMEL CEMETERY, ABOUT 0.05 MILE NORTHEAST
 BJ0433'OF THE JUNCTION OF SEWELL STREET, 0.25 MILE NORTHEAST OF A RAILROAD
 BJ0433'CROSSING, 105 FT SOUTHWEST OF THE CENTER LINE OF THE CEMETRY
 BJ0433'ENTRANCE ROAD, 32.5 FT EAST OF THE SOUTHWEST END OF A WHITE BRICK
 BJ0433'FENCE, 28 FT NORTHWEST OF THE CENTER LINE OF THE STREET, 1.5 FT
 BJ0433'NORTHEAST OF A TELEPHONE POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0191 ***********************************************************************
 BJ0191  DESIGNATION -  L 284 X
 BJ0191  PID         -  BJ0191
 BJ0191  STATE/COUNTY-  LA/ST LANDRY
 BJ0191  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0191
 BJ0191                         *CURRENT SURVEY CONTROL
 BJ0191  ___________________________________________________________________
 BJ0191* NAD 83(1986)-  30 49 10.     (N)    091 48 50.     (W)     SCALED    
 BJ0191* NAVD 88     -        11.897  (meters)      39.03   (feet)  ADJUSTED  
 BJ0191  ___________________________________________________________________
 BJ0191  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0191  DYNAMIC HT  -          11.882 (meters)      38.98  (feet)  COMP
 BJ0191  MODELED GRAV-     979,372.0   (mgal)                       NAVD 88
 BJ0191
 BJ0191  VERT ORDER  -  FIRST     CLASS I
 BJ0191
 BJ0191.The horizontal coordinates were scaled from a topographic map and have
 BJ0191.an estimated accuracy of +/- 6 seconds.
 BJ0191
 BJ0191.The orthometric height was determined by differential leveling
 BJ0191.and adjusted by the National Geodetic Survey in February 1994..
 BJ0191
 BJ0191.The geoid height was determined by GEOID03.
 BJ0191
 BJ0191.The dynamic height is computed by dividing the NAVD 88
 BJ0191.geopotential number by the normal gravity value computed on the
 BJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0191.degrees latitude (g = 980.6199 gals.).
 BJ0191
 BJ0191.The modeled gravity was interpolated from observed gravity values.
 BJ0191
 BJ0191;                    North         East    Units  Estimated Accuracy
 BJ0191;SPC LA S     -   257,200.      954,020.      MT  (+/- 180 meters Scaled)
 BJ0191
 BJ0191                          SUPERSEDED SURVEY CONTROL
 BJ0191
 BJ0191  NAVD 88 (06/15/91)   11.930  (m)           39.14   (f) UNKNOWN     1 1
 BJ0191  NGVD 29 (??/??/??)   11.889  (m)           39.01   (f) ADJUSTED    1 1
 BJ0191
 BJ0191.Superseded values are not recommended for survey control.
 BJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0191.See file dsdata.txt to determine how the superseded data were derived.
 BJ0191
 BJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ134101(NAD 83)
 BJ0191_MARKER: DB = BENCH MARK DISK
 BJ0191_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0191+WITH SETTING: INTO GROUND
 BJ0191_SP_SET: METAL ROD WITH BASE PLATE
 BJ0191_STAMPING: L 284 X 1976
 BJ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0191+STABILITY: SURFACE MOTION
 BJ0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0191+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2004
 BJ0191
 BJ0191  HISTORY     - Date     Condition        Report By
 BJ0191  HISTORY     - 1976     MONUMENTED       NGS
 BJ0191  HISTORY     - 20040212 GOOD             USPSQD
 BJ0191  HISTORY     - 20050317 GOOD             USPSQD
 BJ0191
 BJ0191                          STATION DESCRIPTION
 BJ0191
 BJ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0191'11 MI NORTH FROM MELVILLE.
 BJ0191'11 MI NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0191'RAILROAD OVERPASS, 41 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0191'46.9 FT SOUTH OF THE SOUTH CORNER OF THE LITTLE ZION CHURCH, 1.9 FT
 BJ0191'NORTHEAST OF THE SOUTH CORNER OF A CHURCH YARD FENCE
 BJ0191
 BJ0191                          STATION RECOVERY (2004)
 BJ0191
 BJ0191'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0191'RECOVERY DIRECTIONS VALID. THE MARKERS APPEARED TO BE LOOSE WHEN
 BJ0191'TOUCHED, HOWEVER, IT WAS NOT POSSIBLE TO REMOVE THE MARKER.
 BJ0191
 BJ0191                          STATION RECOVERY (2005)
 BJ0191
 BJ0191'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0885 ***********************************************************************
 BJ0885  DESIGNATION -  L 286
 BJ0885  PID         -  BJ0885
 BJ0885  STATE/COUNTY-  LA/LIVINGSTON
 BJ0885  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0885
 BJ0885                         *CURRENT SURVEY CONTROL
 BJ0885  ___________________________________________________________________
 BJ0885* NAD 83(1986)-  30 29 33.     (N)    090 53 18.     (W)     SCALED    
 BJ0885* NAVD 88     -        13.679  (meters)      44.88   (feet)  ADJUSTED  
 BJ0885  ___________________________________________________________________
 BJ0885  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ0885  DYNAMIC HT  -          13.661 (meters)      44.82  (feet)  COMP
 BJ0885  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ0885
 BJ0885  VERT ORDER  -  FIRST     CLASS I
 BJ0885
 BJ0885.The horizontal coordinates were scaled from a topographic map and have
 BJ0885.an estimated accuracy of +/- 6 seconds.
 BJ0885
 BJ0885.The orthometric height was determined by differential leveling
 BJ0885.and adjusted by the National Geodetic Survey in February 1994..
 BJ0885
 BJ0885.The geoid height was determined by GEOID03.
 BJ0885
 BJ0885.The dynamic height is computed by dividing the NAVD 88
 BJ0885.geopotential number by the normal gravity value computed on the
 BJ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0885.degrees latitude (g = 980.6199 gals.).
 BJ0885
 BJ0885.The modeled gravity was interpolated from observed gravity values.
 BJ0885
 BJ0885;                    North         East    Units  Estimated Accuracy
 BJ0885;SPC LA S     -   220,940.    1,042,720.      MT  (+/- 180 meters Scaled)
 BJ0885
 BJ0885                          SUPERSEDED SURVEY CONTROL
 BJ0885
 BJ0885  NAVD 88 (06/15/91)   13.730  (m)           45.05   (f) UNKNOWN     1 1
 BJ0885  NGVD 29 (??/??/??)   13.701  (m)           44.95   (f) ADJUSTED    1 1
 BJ0885
 BJ0885.Superseded values are not recommended for survey control.
 BJ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0885.See file dsdata.txt to determine how the superseded data were derived.
 BJ0885
 BJ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP026752(NAD 83)
 BJ0885_MARKER: DB = BENCH MARK DISK
 BJ0885_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0885+WITH SETTING: INTO GROUND
 BJ0885_SP_SET: METAL ROD WITH BASE PLATE
 BJ0885_STAMPING: L 286 1976
 BJ0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0885+STABILITY: SURFACE MOTION
 BJ0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0885+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 BJ0885
 BJ0885  HISTORY     - Date     Condition        Report By
 BJ0885  HISTORY     - 1976     MONUMENTED       NGS
 BJ0885  HISTORY     - 20040726 GOOD             JCLS
 BJ0885  HISTORY     - 20040726 GOOD             JCLS
 BJ0885
 BJ0885                          STATION DESCRIPTION
 BJ0885
 BJ0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0885'1.8 MI WEST FROM WALKER.
 BJ0885'1.8 MILES WEST ALONG STATE HIGHWAY 1027 FROM THE JUNCTION OF U.S.
 BJ0885'HIGHWAY 190, 4.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD
 BJ0885'FROM DENHAM SPRINGS, AT THE  JUNCTION OF AN ASPHALT ROAD, 39 FT NORTH
 BJ0885'OF THE CENTER LINE OF THE HIGHWAY, 36.0 FT SOUTH OF THE SOUTH RAIL
 BJ0885'OF THE TRACK, 35 FT WEST OF THE CENTER LINE OF THE ROAD, 3 FT NORTH OF
 BJ0885'A POWER LINE POLE, 2.5 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BJ0885'CONCRETE RIGHT OF WAY MARKER POST, THE DISK IS 0.5 FT BELOW THE
 BJ0885'LEVEL OF THE GROUND.
 BJ0885
 BJ0885                          STATION RECOVERY (2004)
 BJ0885
 BJ0885'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 BJ0885'RECOVERED IN GOOD CONDITION.
 BJ0885
 BJ0885                          STATION RECOVERY (2004)
 BJ0885
 BJ0885'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 BJ0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0456 ***********************************************************************
 BJ0456  DESIGNATION -  L 287
 BJ0456  PID         -  BJ0456
 BJ0456  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0456  USGS QUAD   -  ZACHARY (1980)
 BJ0456
 BJ0456                         *CURRENT SURVEY CONTROL
 BJ0456  ___________________________________________________________________
 BJ0456* NAD 83(1986)-  30 44 27.     (N)    091 14 36.     (W)     SCALED    
 BJ0456* NAVD 88     -        33.502  (meters)     109.91   (feet)  ADJUSTED  
 BJ0456  ___________________________________________________________________
 BJ0456  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0456  DYNAMIC HT  -          33.458 (meters)     109.77  (feet)  COMP
 BJ0456  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BJ0456
 BJ0456  VERT ORDER  -  FIRST     CLASS I
 BJ0456
 BJ0456.The horizontal coordinates were scaled from a topographic map and have
 BJ0456.an estimated accuracy of +/- 6 seconds.
 BJ0456
 BJ0456.The orthometric height was determined by differential leveling
 BJ0456.and adjusted by the National Geodetic Survey in February 1994..
 BJ0456
 BJ0456.The geoid height was determined by GEOID03.
 BJ0456
 BJ0456.The dynamic height is computed by dividing the NAVD 88
 BJ0456.geopotential number by the normal gravity value computed on the
 BJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0456.degrees latitude (g = 980.6199 gals.).
 BJ0456
 BJ0456.The modeled gravity was interpolated from observed gravity values.
 BJ0456
 BJ0456;                    North         East    Units  Estimated Accuracy
 BJ0456;SPC LA S     -   248,390.    1,008,620.      MT  (+/- 180 meters Scaled)
 BJ0456
 BJ0456                          SUPERSEDED SURVEY CONTROL
 BJ0456
 BJ0456  NGVD 29 (??/??/??)   33.488  (m)          109.87   (f) ADJUSTED    1 1
 BJ0456
 BJ0456.Superseded values are not recommended for survey control.
 BJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0456.See file dsdata.txt to determine how the superseded data were derived.
 BJ0456
 BJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ681021(NAD 83)
 BJ0456_MARKER: DB = BENCH MARK DISK
 BJ0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0456_SP_SET: CULVERT
 BJ0456_STAMPING: L 287 1976
 BJ0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0456
 BJ0456  HISTORY     - Date     Condition        Report By
 BJ0456  HISTORY     - 1976     MONUMENTED       NGS
 BJ0456
 BJ0456                          STATION DESCRIPTION
 BJ0456
 BJ0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0456'6.75 MI WEST FROM SLAUGHTER.
 BJ0456'5.05 MILES WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0456'SLAUGHTER, THENCE 1.7 MILES WEST ALONG STATE HIGHWAY 964, IN THE TOP
 BJ0456'OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A LARGE DOUBLE
 BJ0456'CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0976 ***********************************************************************
 BJ0976  DESIGNATION -  L 288
 BJ0976  PID         -  BJ0976
 BJ0976  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0976  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0976
 BJ0976                         *CURRENT SURVEY CONTROL
 BJ0976  ___________________________________________________________________
 BJ0976* NAD 83(1986)-  30 26 41.     (N)    091 07 48.     (W)     SCALED    
 BJ0976* NAVD 88     -        17.048  (meters)      55.93   (feet)  ADJUSTED  
 BJ0976  ___________________________________________________________________
 BJ0976  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0976  DYNAMIC HT  -          17.026 (meters)      55.86  (feet)  COMP
 BJ0976  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 BJ0976
 BJ0976  VERT ORDER  -  FIRST     CLASS I
 BJ0976
 BJ0976.The horizontal coordinates were scaled from a topographic map and have
 BJ0976.an estimated accuracy of +/- 6 seconds.
 BJ0976
 BJ0976.The orthometric height was determined by differential leveling
 BJ0976.and adjusted by the National Geodetic Survey in February 1994..
 BJ0976
 BJ0976.The geoid height was determined by GEOID03.
 BJ0976
 BJ0976.The dynamic height is computed by dividing the NAVD 88
 BJ0976.geopotential number by the normal gravity value computed on the
 BJ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0976.degrees latitude (g = 980.6199 gals.).
 BJ0976
 BJ0976.The modeled gravity was interpolated from observed gravity values.
 BJ0976
 BJ0976;                    North         East    Units  Estimated Accuracy
 BJ0976;SPC LA S     -   215,580.    1,019,530.      MT  (+/- 180 meters Scaled)
 BJ0976
 BJ0976                          SUPERSEDED SURVEY CONTROL
 BJ0976
 BJ0976  NGVD 29 (??/??/??)   17.064  (m)           55.98   (f) ADJUSTED    1 1
 BJ0976
 BJ0976.Superseded values are not recommended for survey control.
 BJ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0976.See file dsdata.txt to determine how the superseded data were derived.
 BJ0976
 BJ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP795695(NAD 83)
 BJ0976_MARKER: DB = BENCH MARK DISK
 BJ0976_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0976+WITH SETTING: INTO GROUND
 BJ0976_SP_SET: METAL ROD WITH BASE PLATE
 BJ0976_STAMPING: L 288 1976
 BJ0976_MARK LOGO: NGS   
 BJ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0976+STABILITY: SURFACE MOTION
 BJ0976
 BJ0976  HISTORY     - Date     Condition        Report By
 BJ0976  HISTORY     - 1976     MONUMENTED       NGS
 BJ0976  HISTORY     - 1987     GOOD             USPSQD
 BJ0976  HISTORY     - 1987     GOOD             LA-033
 BJ0976  HISTORY     - 20051212 GOOD             SJB
 BJ0976
 BJ0976                          STATION DESCRIPTION
 BJ0976
 BJ0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0976'3.35 MI EAST FROM BATON ROUGE.
 BJ0976'3.35 MILE EAST ALONG GOVERNMENT STREET FROM ITS INTERSECTION WITH
 BJ0976'SAINT LOUIS STREET, AT THE JUNCTION OF JEFFERSON HIGHWAY AND
 BJ0976'GOVERNMENT STREET, 27.5 FT WEST OF WEST CURB OF SEVEN OAKS AVENUE,
 BJ0976'10 FT SOUTH OF SOUTH CURB OF GOVERNMENT STREET, 3 FT EAST OF A
 BJ0976'POWER POLE, 160 FT EAST OF THE CENTER LINE OF JEFFERSON HIGHWAY,
 BJ0976'SET IN NORTH EDGE OF GOODWOOD PARK.
 BJ0976
 BJ0976                          STATION RECOVERY (1987)
 BJ0976
 BJ0976'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 BJ0976'RECOVERED IN GOOD CONDITION.
 BJ0976
 BJ0976                          STATION RECOVERY (1987)
 BJ0976
 BJ0976'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0976'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 5.4 KM
 BJ0976'(3.35 MI) EAST ALONG GOVERNMENT STREET FROM THE INTERSECTION OF
 BJ0976'GOVERNMENT STREET AND SAINT LOUIS STREET TO THE INTERSECTION OF
 BJ0976'GOVERNMENT STREET AND JEFFERSON HIGHWAY, 48.8 METERS (160 FT) EAST OF
 BJ0976'THE CENTERLINE OF JEFFERSON HIGHWAY, 8.4 METERS (27.5 FT) WEST OF THE
 BJ0976'WEST CURB OF SEVEN OAKS AVENUE, 3.05 METERS (10 FT) SOUTH OF THE
 BJ0976'SOUTH CURB OF GOVERNMENT, AND 0.91 METERS (3 FT) EAST OF A POWER POLE
 BJ0976'AND SET IN THE NORTH EDGE OF GOODWOOD PARK.
 BJ0976'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BJ0976'THE MARK IS 0.15 M ABOVE GOVERNMENT STREET.
 BJ0976
 BJ0976                          STATION RECOVERY (2005)
 BJ0976
 BJ0976'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1296 ***********************************************************************
 BK1296  DESIGNATION -  L 29
 BK1296  PID         -  BK1296
 BK1296  STATE/COUNTY-  LA/BEAUREGARD
 BK1296  USGS QUAD   -  MACH BRANCH (1986)
 BK1296
 BK1296                         *CURRENT SURVEY CONTROL
 BK1296  ___________________________________________________________________
 BK1296* NAD 83(1986)-  30 44 21.     (N)    093 21 52.     (W)     SCALED    
 BK1296* NAVD 88     -        52.35   (+/-2cm)     171.8    (feet)  VERTCON   
 BK1296  ___________________________________________________________________
 BK1296  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1296
 BK1296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1296
 BK1296.The horizontal coordinates were scaled from a topographic map and have
 BK1296.an estimated accuracy of +/- 6 seconds.
 BK1296
 BK1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1296.The vertical order pertains to the NGVD 29 superseded value.
 BK1296
 BK1296.The geoid height was determined by GEOID03.
 BK1296
 BK1296;                    North         East    Units  Estimated Accuracy
 BK1296;SPC LA S     -   249,930.      805,500.      MT  (+/- 180 meters Scaled)
 BK1296
 BK1296                          SUPERSEDED SURVEY CONTROL
 BK1296
 BK1296  NGVD 29 (??/??/??)   52.450  (m)          172.08   (f) ADJUSTED    2 0
 BK1296
 BK1296.Superseded values are not recommended for survey control.
 BK1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1296.See file dsdata.txt to determine how the superseded data were derived.
 BK1296
 BK1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ651007(NAD 83)
 BK1296_MARKER: DB = BENCH MARK DISK
 BK1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1296_STAMPING: L 29 1935
 BK1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1296+STABILITY: SURFACE MOTION
 BK1296
 BK1296  HISTORY     - Date     Condition        Report By
 BK1296  HISTORY     - 1935     MONUMENTED       CGS
 BK1296  HISTORY     - 1937     GOOD             CGS
 BK1296
 BK1296                          STATION DESCRIPTION
 BK1296
 BK1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 BK1296'6.9 MI NE FROM SINGER.
 BK1296'6.9 MILES NORTHEAST ALONG STATE HIGHWAY 104 FROM SINGER, BEAUREGARD
 BK1296'PARISH, 0.2 MILE SOUTH OF A SMALL BRIDGE, IN THE SOUTHWEST QUARTER OF
 BK1296'SEC. 2, T. 4 S., R. 10 W., 5.2 FEET NORTHWEST OF THE CORNER POST
 BK1296'MARKING THE NORTHEAST PROPERTY LINE OF THE JOHN DEMSKEY FARM, 90 FEET
 BK1296'SOUTH OF AN 18-INCH LONE PINE TREE, 28.6 FEET WEST OF THE CENTERLINE
 BK1296'OF THE HIGHWAY, AND NEAR THE JUNCTION OF THE RIGHT-OF-WAY FENCE AND AN
 BK1296'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED L 29 1935 AND SET IN
 BK1296'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0915 ***********************************************************************
 BJ0915  DESIGNATION -  L 290
 BJ0915  PID         -  BJ0915
 BJ0915  STATE/COUNTY-  LA/LIVINGSTON
 BJ0915  USGS QUAD   -  ALBANY (1974)
 BJ0915
 BJ0915                         *CURRENT SURVEY CONTROL
 BJ0915  ___________________________________________________________________
 BJ0915* NAD 83(1986)-  30 30 17.     (N)    090 35 36.     (W)     SCALED    
 BJ0915* NAVD 88     -        12.531  (meters)      41.11   (feet)  ADJUSTED  
 BJ0915  ___________________________________________________________________
 BJ0915  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0915  DYNAMIC HT  -          12.515 (meters)      41.06  (feet)  COMP
 BJ0915  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 BJ0915
 BJ0915  VERT ORDER  -  FIRST     CLASS I
 BJ0915
 BJ0915.The horizontal coordinates were scaled from a topographic map and have
 BJ0915.an estimated accuracy of +/- 6 seconds.
 BJ0915
 BJ0915.The orthometric height was determined by differential leveling
 BJ0915.and adjusted by the National Geodetic Survey in February 1994..
 BJ0915
 BJ0915.The geoid height was determined by GEOID03.
 BJ0915
 BJ0915.The dynamic height is computed by dividing the NAVD 88
 BJ0915.geopotential number by the normal gravity value computed on the
 BJ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0915.degrees latitude (g = 980.6199 gals.).
 BJ0915
 BJ0915.The modeled gravity was interpolated from observed gravity values.
 BJ0915
 BJ0915;                    North         East    Units  Estimated Accuracy
 BJ0915;SPC LA S     -   222,440.    1,071,030.      MT  (+/- 180 meters Scaled)
 BJ0915
 BJ0915                          SUPERSEDED SURVEY CONTROL
 BJ0915
 BJ0915  NAVD 88 (06/15/91)   12.571  (m)           41.24   (f) UNKNOWN     1 1
 BJ0915  NGVD 29 (??/??/??)   12.548  (m)           41.17   (f) ADJUSTED    1 1
 BJ0915
 BJ0915.Superseded values are not recommended for survey control.
 BJ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0915.See file dsdata.txt to determine how the superseded data were derived.
 BJ0915
 BJ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP309771(NAD 83)
 BJ0915_MARKER: DB = BENCH MARK DISK
 BJ0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0915_SP_SET: CULVERT
 BJ0915_STAMPING: L 290 1976
 BJ0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0915
 BJ0915  HISTORY     - Date     Condition        Report By
 BJ0915  HISTORY     - 1976     MONUMENTED       NGS
 BJ0915  HISTORY     - 1979     GOOD             LADTD
 BJ0915
 BJ0915                          STATION DESCRIPTION
 BJ0915
 BJ0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0915'0.6 MI WEST FROM ALBANY.
 BJ0915'0.6 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0915'HIGHWAY 43, AT THE JUNCTION OF A DRIVEWAY LEADING NORTH, 30.5 FT
 BJ0915'NORTH OF THE CENTER LINE OF THE HIGHWAY, 47 FT EAST OF THE CENTER
 BJ0915'LINE OF THE DRIVEWAY, IN THE TOP OF THE WEST END OF THE NORTH
 BJ0915'CONCRETE HEAD WALL OF A DOUBLE CONCRETE BOX CULVERT, 0.7 FT EAST
 BJ0915'OF THE WEST END OF THE HEAD WALL.
 BJ0915
 BJ0915                          STATION RECOVERY (1979)
 BJ0915
 BJ0915'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0252 ***********************************************************************
 BJ0252  DESIGNATION -  L 291
 BJ0252  PID         -  BJ0252
 BJ0252  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0252  USGS QUAD   -  MELVILLE (1994)
 BJ0252
 BJ0252                         *CURRENT SURVEY CONTROL
 BJ0252  ___________________________________________________________________
 BJ0252* NAD 83(1986)-  30 38 41.     (N)    091 39 06.     (W)     SCALED    
 BJ0252* NAVD 88     -         7.510  (meters)      24.64   (feet)  ADJUSTED  
 BJ0252  ___________________________________________________________________
 BJ0252  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0252  DYNAMIC HT  -           7.500 (meters)      24.61  (feet)  COMP
 BJ0252  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 BJ0252
 BJ0252  VERT ORDER  -  FIRST     CLASS I
 BJ0252
 BJ0252.The horizontal coordinates were scaled from a topographic map and have
 BJ0252.an estimated accuracy of +/- 6 seconds.
 BJ0252
 BJ0252.The orthometric height was determined by differential leveling
 BJ0252.and adjusted by the National Geodetic Survey in February 1994..
 BJ0252
 BJ0252.The geoid height was determined by GEOID03.
 BJ0252
 BJ0252.The dynamic height is computed by dividing the NAVD 88
 BJ0252.geopotential number by the normal gravity value computed on the
 BJ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0252.degrees latitude (g = 980.6199 gals.).
 BJ0252
 BJ0252.The modeled gravity was interpolated from observed gravity values.
 BJ0252
 BJ0252;                    North         East    Units  Estimated Accuracy
 BJ0252;SPC LA S     -   237,780.      969,490.      MT  (+/- 180 meters Scaled)
 BJ0252
 BJ0252                          SUPERSEDED SURVEY CONTROL
 BJ0252
 BJ0252  NGVD 29 (??/??/??)    7.514  (m)           24.65   (f) ADJUSTED    1 1
 BJ0252
 BJ0252.Superseded values are not recommended for survey control.
 BJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0252.See file dsdata.txt to determine how the superseded data were derived.
 BJ0252
 BJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP292910(NAD 83)
 BJ0252_MARKER: DB = BENCH MARK DISK
 BJ0252_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0252+WITH SETTING: INTO GROUND
 BJ0252_SP_SET: METAL ROD WITH BASE PLATE
 BJ0252_STAMPING: L 291 1976
 BJ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0252+STABILITY: SURFACE MOTION
 BJ0252
 BJ0252  HISTORY     - Date     Condition        Report By
 BJ0252  HISTORY     - 1976     MONUMENTED       NGS
 BJ0252
 BJ0252                          STATION DESCRIPTION
 BJ0252
 BJ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0252'7.2 MI NORTH FROM LOTTIE.
 BJ0252'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0252'HIGHWAY 81, THENCE 6.2 MILES NORTH ALONG A LEVEE ROAD, 0.2 MILES
 BJ0252'SOUTH OF A ROAD LEADING EAST, 0.55 MILES NORTH OF A CATTLEGUARD
 BJ0252'152 FT EAST OF THE CENTER LINE OF THE ROAD, 1 FT NORTH OF A WITNESS
 BJ0252'POST, THE DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO
 BJ0252'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0286 ***********************************************************************
 BJ0286  DESIGNATION -  L 292
 BJ0286  PID         -  BJ0286
 BJ0286  STATE/COUNTY-  LA/IBERVILLE
 BJ0286  USGS QUAD   -  COW BAYOU (1992)
 BJ0286
 BJ0286                         *CURRENT SURVEY CONTROL
 BJ0286  ___________________________________________________________________
 BJ0286* NAD 83(1986)-  30 20 46.     (N)    091 31 32.     (W)     SCALED    
 BJ0286* NAVD 88     -         1.736  (meters)       5.70   (feet)  ADJUSTED  
 BJ0286  ___________________________________________________________________
 BJ0286  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0286  DYNAMIC HT  -           1.734 (meters)       5.69  (feet)  COMP
 BJ0286  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 BJ0286
 BJ0286  VERT ORDER  -  FIRST     CLASS I
 BJ0286
 BJ0286.The horizontal coordinates were scaled from a topographic map and have
 BJ0286.an estimated accuracy of +/- 6 seconds.
 BJ0286
 BJ0286.The orthometric height was determined by differential leveling
 BJ0286.and adjusted by the National Geodetic Survey in February 1994..
 BJ0286
 BJ0286.The geoid height was determined by GEOID03.
 BJ0286
 BJ0286.The dynamic height is computed by dividing the NAVD 88
 BJ0286.geopotential number by the normal gravity value computed on the
 BJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0286.degrees latitude (g = 980.6199 gals.).
 BJ0286
 BJ0286.The modeled gravity was interpolated from observed gravity values.
 BJ0286
 BJ0286;                    North         East    Units  Estimated Accuracy
 BJ0286;SPC LA S     -   204,650.      981,520.      MT  (+/- 180 meters Scaled)
 BJ0286
 BJ0286                          SUPERSEDED SURVEY CONTROL
 BJ0286
 BJ0286  NGVD 29 (??/??/??)    1.757  (m)            5.76   (f) ADJUSTED    1 1
 BJ0286
 BJ0286.Superseded values are not recommended for survey control.
 BJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0286.See file dsdata.txt to determine how the superseded data were derived.
 BJ0286
 BJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP417580(NAD 83)
 BJ0286_MARKER: DB = BENCH MARK DISK
 BJ0286_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0286+WITH SETTING: INTO GROUND
 BJ0286_SP_SET: METAL ROD WITH BASE PLATE
 BJ0286_STAMPING: L 292 1976
 BJ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0286+STABILITY: SURFACE MOTION
 BJ0286
 BJ0286  HISTORY     - Date     Condition        Report By
 BJ0286  HISTORY     - 1976     MONUMENTED       NGS
 BJ0286  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0286
 BJ0286                          STATION DESCRIPTION
 BJ0286
 BJ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0286'4.0 MI SOUTH FROM RAMAH.
 BJ0286'4.0 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0286'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, 0.2 MILE
 BJ0286'NORTH OF THE JUNCTION OF A ROAD AT THE SOUTH END OF A
 BJ0286'CURVE, 97 FT EAST OF THE CENTER LINE OF THE ROAD 1.0 FT NORTH OF A
 BJ0286'WITNESS POST, THE DISK IS 11 INCHES BELOW THE LEVEL OF THE GROUND,
 BJ0286'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0286
 BJ0286                          STATION RECOVERY (1990)
 BJ0286
 BJ0286'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0835 ***********************************************************************
 BJ0835  DESIGNATION -  L 293
 BJ0835  PID         -  BJ0835
 BJ0835  STATE/COUNTY-  LA/IBERVILLE
 BJ0835  USGS QUAD   -  PIGEON (1980)
 BJ0835
 BJ0835                         *CURRENT SURVEY CONTROL
 BJ0835  ___________________________________________________________________
 BJ0835* NAD 83(1986)-  30 05 44.     (N)    091 18 25.     (W)     SCALED    
 BJ0835* NAVD 88     -         2.971  (meters)       9.75   (feet)  ADJUSTED  
 BJ0835  ___________________________________________________________________
 BJ0835  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BJ0835  DYNAMIC HT  -           2.967 (meters)       9.73  (feet)  COMP
 BJ0835  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 BJ0835
 BJ0835  VERT ORDER  -  FIRST     CLASS I
 BJ0835
 BJ0835.The horizontal coordinates were scaled from a topographic map and have
 BJ0835.an estimated accuracy of +/- 6 seconds.
 BJ0835
 BJ0835.The orthometric height was determined by differential leveling
 BJ0835.and adjusted by the National Geodetic Survey in February 1994..
 BJ0835
 BJ0835.The geoid height was determined by GEOID03.
 BJ0835
 BJ0835.The dynamic height is computed by dividing the NAVD 88
 BJ0835.geopotential number by the normal gravity value computed on the
 BJ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0835.degrees latitude (g = 980.6199 gals.).
 BJ0835
 BJ0835.The modeled gravity was interpolated from observed gravity values.
 BJ0835
 BJ0835;                    North         East    Units  Estimated Accuracy
 BJ0835;SPC LA S     -   176,860.    1,002,540.      MT  (+/- 180 meters Scaled)
 BJ0835
 BJ0835                          SUPERSEDED SURVEY CONTROL
 BJ0835
 BJ0835  NGVD 29 (??/??/??)    3.007  (m)            9.87   (f) ADJUSTED    1 1
 BJ0835
 BJ0835.Superseded values are not recommended for survey control.
 BJ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0835.See file dsdata.txt to determine how the superseded data were derived.
 BJ0835
 BJ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP631305(NAD 83)
 BJ0835_MARKER: DB = BENCH MARK DISK
 BJ0835_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0835+WITH SETTING: INTO GROUND
 BJ0835_SP_SET: METAL ROD WITH BASE PLATE
 BJ0835_STAMPING: L 293 1976
 BJ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0835+STABILITY: SURFACE MOTION
 BJ0835
 BJ0835  HISTORY     - Date     Condition        Report By
 BJ0835  HISTORY     - 1976     MONUMENTED       NGS
 BJ0835
 BJ0835                          STATION DESCRIPTION
 BJ0835
 BJ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0835'2.7 MI NW FROM PIGEON.
 BJ0835'2.7 MILES NORTHWEST ALONG AN ASPHALT AND A GRAVELED ROAD ALONG THE
 BJ0835'EAST TOE OF A LEVEE FROM THE SOUTH END OF A DRAWBRIDGE OVER THE
 BJ0835'LOWER GRAND RIVER, 0.6 MILE SOUTH OF THE JUNCTION OF A TRACK ROAD
 BJ0835'LEADING NORTHEAST, 80 FT EAST OF THE CENTER LINE OF THE ROAD, 1.3 FT
 BJ0835'SOUTH OF A WITNESS POST.  THE DISK IS 0.6 FT BELOW THE LEVEL OF THE
 BJ0835'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0728 ***********************************************************************
 BJ0728  DESIGNATION -  L 294
 BJ0728  PID         -  BJ0728
 BJ0728  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0728  USGS QUAD   -  WALLS (1994)
 BJ0728
 BJ0728                         *CURRENT SURVEY CONTROL
 BJ0728  ___________________________________________________________________
 BJ0728* NAD 83(1986)-  30 30 29.     (N)    091 19 58.     (W)     SCALED    
 BJ0728* NAVD 88     -         6.417  (meters)      21.05   (feet)  ADJUSTED  
 BJ0728  ___________________________________________________________________
 BJ0728  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0728  DYNAMIC HT  -           6.409 (meters)      21.03  (feet)  COMP
 BJ0728  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ0728
 BJ0728  VERT ORDER  -  FIRST     CLASS I
 BJ0728
 BJ0728.The horizontal coordinates were scaled from a topographic map and have
 BJ0728.an estimated accuracy of +/- 6 seconds.
 BJ0728
 BJ0728.The orthometric height was determined by differential leveling
 BJ0728.and adjusted by the National Geodetic Survey in February 1994..
 BJ0728
 BJ0728.The geoid height was determined by GEOID03.
 BJ0728
 BJ0728.The dynamic height is computed by dividing the NAVD 88
 BJ0728.geopotential number by the normal gravity value computed on the
 BJ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0728.degrees latitude (g = 980.6199 gals.).
 BJ0728
 BJ0728.The modeled gravity was interpolated from observed gravity values.
 BJ0728
 BJ0728;                    North         East    Units  Estimated Accuracy
 BJ0728;SPC LA S     -   222,580.    1,000,050.      MT  (+/- 180 meters Scaled)
 BJ0728
 BJ0728                          SUPERSEDED SURVEY CONTROL
 BJ0728
 BJ0728  NAVD 88 (06/15/91)    6.460  (m)           21.19   (f) UNKNOWN     1 1
 BJ0728  NGVD 29 (??/??/??)    6.424  (m)           21.08   (f) ADJUSTED    1 1
 BJ0728
 BJ0728.Superseded values are not recommended for survey control.
 BJ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0728.See file dsdata.txt to determine how the superseded data were derived.
 BJ0728
 BJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP599762(NAD 83)
 BJ0728_MARKER: DB = BENCH MARK DISK
 BJ0728_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0728_SP_SET: BRIDGE ABUTMENT
 BJ0728_STAMPING: L 294 1976
 BJ0728_MARK LOGO: NGS   
 BJ0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0728
 BJ0728  HISTORY     - Date     Condition        Report By
 BJ0728  HISTORY     - 1976     MONUMENTED       NGS
 BJ0728  HISTORY     - 1981     GOOD             LADTD
 BJ0728  HISTORY     - 1986     GOOD             NGS
 BJ0728
 BJ0728                          STATION DESCRIPTION
 BJ0728
 BJ0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0728'4.9 MI SE FROM ERWINVILLE.
 BJ0728'4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0728'STATE HIGHWAY 413, 5.4 MILES NORTHWEST OF KAHNS, 0.15 MILE SOUTHEAST
 BJ0728'OF THE JUNCTION OF STATE HIGHWAY 983, 24.5 FT. SOUTHWEST OF THE
 BJ0728'CENTER LINE OF THE SOUTHWEST HIGHWAY LANES , SET VERTICALLY IN THE
 BJ0728'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 BJ0728'0.5 FT. NORTHWEST OF THE SOUTH CORNER OF THE ABUTMENT.
 BJ0728
 BJ0728                          STATION RECOVERY (1981)
 BJ0728
 BJ0728'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0728'RECOVERED IN GOOD CONDITION.
 BJ0728
 BJ0728                          STATION RECOVERY (1986)
 BJ0728
 BJ0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0446 ***********************************************************************
 BJ0446  DESIGNATION -  L 295
 BJ0446  PID         -  BJ0446
 BJ0446  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0446  USGS QUAD   -  ELM PARK (1994)
 BJ0446
 BJ0446                         *CURRENT SURVEY CONTROL
 BJ0446  ___________________________________________________________________
 BJ0446* NAD 83(1986)-  30 45 54.     (N)    091 19 02.     (W)     SCALED    
 BJ0446* NAVD 88     -        45.934  (meters)     150.70   (feet)  ADJUSTED  
 BJ0446  ___________________________________________________________________
 BJ0446  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0446  DYNAMIC HT  -          45.875 (meters)     150.51  (feet)  COMP
 BJ0446  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BJ0446
 BJ0446  VERT ORDER  -  FIRST     CLASS I
 BJ0446
 BJ0446.The horizontal coordinates were scaled from a topographic map and have
 BJ0446.an estimated accuracy of +/- 6 seconds.
 BJ0446
 BJ0446.The orthometric height was determined by differential leveling
 BJ0446.and adjusted by the National Geodetic Survey in February 1994..
 BJ0446
 BJ0446.The geoid height was determined by GEOID03.
 BJ0446
 BJ0446.The dynamic height is computed by dividing the NAVD 88
 BJ0446.geopotential number by the normal gravity value computed on the
 BJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0446.degrees latitude (g = 980.6199 gals.).
 BJ0446
 BJ0446.The modeled gravity was interpolated from observed gravity values.
 BJ0446
 BJ0446;                    North         East    Units  Estimated Accuracy
 BJ0446;SPC LA S     -   251,070.    1,001,540.      MT  (+/- 180 meters Scaled)
 BJ0446
 BJ0446                          SUPERSEDED SURVEY CONTROL
 BJ0446
 BJ0446  NGVD 29 (??/??/??)   45.919  (m)          150.65   (f) ADJUSTED    1 1
 BJ0446
 BJ0446.Superseded values are not recommended for survey control.
 BJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0446.See file dsdata.txt to determine how the superseded data were derived.
 BJ0446
 BJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ610047(NAD 83)
 BJ0446_MARKER: DB = BENCH MARK DISK
 BJ0446_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0446+WITH SETTING: INTO GROUND
 BJ0446_SP_SET: METAL ROD WITH BASE PLATE
 BJ0446_STAMPING: L 295 1976
 BJ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0446+STABILITY: SURFACE MOTION
 BJ0446
 BJ0446  HISTORY     - Date     Condition        Report By
 BJ0446  HISTORY     - 1976     MONUMENTED       NGS
 BJ0446
 BJ0446                          STATION DESCRIPTION
 BJ0446
 BJ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0446'4.0 MI EAST FROM ST FRANCISVILLE.
 BJ0446'4.0 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 BJ0446'STATE HIGHWAY 966, AT ST. FRANCISVILLE.
 BJ0446'AT THE JUNCTION OF STATE HIGHWAY 966 AND POWELL STATION ROAD, 139 FT
 BJ0446'EAST OF THE CENTER LINE OF THE ROAD, 59 FT SOUTHWEST OF THE CENTER
 BJ0446'LINE OF U.S. HIGHWAY 61, 44 FT SOUTHEAST OF THE SOUTHEAST END OF A
 BJ0446'DOUBLE METAL GATE, 3.5 FT SOUTHEAST OF A RIGHT OF WAY POST, 2 FT
 BJ0446'SOUTHEAST OF POWER LINE POLE BS 87 WITH 4 GUY WIRES, 1.8 FT NORTH-
 BJ0446'EAST OF A CHAIN LINK FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0554 ***********************************************************************
 BJ0554  DESIGNATION -  L 296
 BJ0554  PID         -  BJ0554
 BJ0554  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0554  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0554
 BJ0554                         *CURRENT SURVEY CONTROL
 BJ0554  ___________________________________________________________________
 BJ0554* NAD 83(1986)-  30 28 22.     (N)    091 11 32.     (W)     SCALED    
 BJ0554* NAVD 88     -        10.281  (meters)      33.73   (feet)  ADJUSTED  
 BJ0554  ___________________________________________________________________
 BJ0554  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0554  DYNAMIC HT  -          10.268 (meters)      33.69  (feet)  COMP
 BJ0554  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ0554
 BJ0554  VERT ORDER  -  FIRST     CLASS I
 BJ0554
 BJ0554.The horizontal coordinates were scaled from a topographic map and have
 BJ0554.an estimated accuracy of +/- 6 seconds.
 BJ0554
 BJ0554.The orthometric height was determined by differential leveling
 BJ0554.and adjusted by the National Geodetic Survey in February 1994..
 BJ0554
 BJ0554.The geoid height was determined by GEOID03.
 BJ0554
 BJ0554.The dynamic height is computed by dividing the NAVD 88
 BJ0554.geopotential number by the normal gravity value computed on the
 BJ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0554.degrees latitude (g = 980.6199 gals.).
 BJ0554
 BJ0554.The modeled gravity was interpolated from observed gravity values.
 BJ0554
 BJ0554;                    North         East    Units  Estimated Accuracy
 BJ0554;SPC LA S     -   218,680.    1,013,550.      MT  (+/- 180 meters Scaled)
 BJ0554
 BJ0554                          SUPERSEDED SURVEY CONTROL
 BJ0554
 BJ0554  NAVD 88 (06/15/91)   10.302  (m)           33.80   (f) UNKNOWN     1 1
 BJ0554  NGVD 29 (??/??/??)   10.267  (m)           33.68   (f) ADJUSTED    1 1
 BJ0554
 BJ0554.Superseded values are not recommended for survey control.
 BJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0554.See file dsdata.txt to determine how the superseded data were derived.
 BJ0554
 BJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP735725(NAD 83)
 BJ0554_MARKER: DB = BENCH MARK DISK
 BJ0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0554_SP_SET: COPPER-CLAD STEEL ROD
 BJ0554_STAMPING: L 296 1976
 BJ0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0554
 BJ0554  HISTORY     - Date     Condition        Report By
 BJ0554  HISTORY     - 1976     MONUMENTED       NGS
 BJ0554
 BJ0554                          STATION DESCRIPTION
 BJ0554
 BJ0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0554'1.8 MI NW FROM BATON ROUGE.
 BJ0554'1.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE WEST END
 BJ0554'OF FLORIDA BOULEVARD AT BATON ROUGE, THENCE 0.4 MILE NORTHWEST ACROSS
 BJ0554'THE RAILROAD TRACKS AND A FILL AREA TO THE EAST BANK OF THE
 BJ0554'MISSISSIPPI RIVER, 229 FT. EAST OF THE EAST EDGE OF THE RIVER, 29 FT.
 BJ0554'EAST OF THE WEST EDGE OF THE FILL AREA, 290 FT. SOUTH SOUTHEAST OF THE
 BJ0554'SOUTH END OF WHERE AN 18-INCH PIPE GOES UNDER GROUND, 334 FT. WEST OF
 BJ0554'THE CENTER LINE OF A NORTH SOUTH ROAD, NOTE-THIS BENCH MARK WAS USED
 BJ0554'AS THE BENCH MARK FOR A RIVER CROSSING, IT IS SUBJECT TO MOVEMENT
 BJ0554'OR LOSS IN THE FUTURE DUE TO ITS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0092 ***********************************************************************
 BK0092  DESIGNATION -  L 30
 BK0092  PID         -  BK0092
 BK0092  STATE/COUNTY-  LA/ST LANDRY
 BK0092  USGS QUAD   -  LAWTELL (1983)
 BK0092
 BK0092                         *CURRENT SURVEY CONTROL
 BK0092  ___________________________________________________________________
 BK0092* NAD 83(1986)-  30 31 31.     (N)    092 09 07.     (W)     SCALED    
 BK0092* NAVD 88     -        20.13   (+/-2cm)      66.0    (feet)  VERTCON   
 BK0092  ___________________________________________________________________
 BK0092  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0092
 BK0092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0092
 BK0092.The horizontal coordinates were scaled from a topographic map and have
 BK0092.an estimated accuracy of +/- 6 seconds.
 BK0092
 BK0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0092.The vertical order pertains to the NGVD 29 superseded value.
 BK0092
 BK0092.The geoid height was determined by GEOID03.
 BK0092
 BK0092;                    North         East    Units  Estimated Accuracy
 BK0092;SPC LA S     -   224,770.      921,440.      MT  (+/- 180 meters Scaled)
 BK0092
 BK0092                          SUPERSEDED SURVEY CONTROL
 BK0092
 BK0092  NGVD 29 (??/??/??)   20.090  (m)           65.91   (f) ADJUSTED    2 0
 BK0092
 BK0092.Superseded values are not recommended for survey control.
 BK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0092.See file dsdata.txt to determine how the superseded data were derived.
 BK0092
 BK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP813772(NAD 83)
 BK0092_MARKER: DB = BENCH MARK DISK
 BK0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0092_STAMPING: L 30 1935
 BK0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0092+STABILITY: SURFACE MOTION
 BK0092
 BK0092  HISTORY     - Date     Condition        Report By
 BK0092  HISTORY     - 1935     MONUMENTED       CGS
 BK0092  HISTORY     - 1957     MARK NOT FOUND   USGS
 BK0092  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0092
 BK0092                          STATION DESCRIPTION
 BK0092
 BK0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0092'2.0 MI E FROM LAWTELL.
 BK0092'2.0 MI E OF AND ALONG THE M P R R 34 FEET S OF TRACK.  CLOSE TO R/W
 BK0092'FENCE.  12 FEET E OF SMALL SIDE ROAD CROSSING RAILROAD AND 4 3/4 POLES
 BK0092'E OF MILEPOST 586.
 BK0092
 BK0092                          STATION RECOVERY (1957)
 BK0092
 BK0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BK0092'MARK NOT FOUND.
 BK0092
 BK0092                          STATION RECOVERY (1980)
 BK0092
 BK0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2278 ***********************************************************************
 BX2278  DESIGNATION -  L 301
 BX2278  PID         -  BX2278
 BX2278  STATE/COUNTY-  LA/GRANT
 BX2278  USGS QUAD   -  BOYCE (1992)
 BX2278
 BX2278                         *CURRENT SURVEY CONTROL
 BX2278  ___________________________________________________________________
 BX2278* NAD 83(1986)-  31 27 09.     (N)    092 41 13.     (W)     SCALED    
 BX2278* NAVD 88     -        27.981  (meters)      91.80   (feet)  ADJUSTED  
 BX2278  ___________________________________________________________________
 BX2278  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2278  DYNAMIC HT  -          27.947 (meters)      91.69  (feet)  COMP
 BX2278  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 BX2278
 BX2278  VERT ORDER  -  FIRST     CLASS I
 BX2278
 BX2278.The horizontal coordinates were scaled from a topographic map and have
 BX2278.an estimated accuracy of +/- 6 seconds.
 BX2278
 BX2278.The orthometric height was determined by differential leveling
 BX2278.and adjusted by the National Geodetic Survey in February 1994..
 BX2278
 BX2278.The geoid height was determined by GEOID03.
 BX2278
 BX2278.The dynamic height is computed by dividing the NAVD 88
 BX2278.geopotential number by the normal gravity value computed on the
 BX2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2278.degrees latitude (g = 980.6199 gals.).
 BX2278
 BX2278.The modeled gravity was interpolated from observed gravity values.
 BX2278
 BX2278;                    North         East    Units  Estimated Accuracy
 BX2278;SPC LA N     -   105,620.      982,230.      MT  (+/- 180 meters Scaled)
 BX2278
 BX2278                          SUPERSEDED SURVEY CONTROL
 BX2278
 BX2278  NAVD 88 (06/15/91)   27.980  (m)           91.80   (f) UNKNOWN     1 1
 BX2278  NGVD 29 (??/??/??)   27.984  (m)           91.81   (f) ADJUSTED    1 1
 BX2278
 BX2278.Superseded values are not recommended for survey control.
 BX2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2278.See file dsdata.txt to determine how the superseded data were derived.
 BX2278
 BX2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ297797(NAD 83)
 BX2278_MARKER: DB = BENCH MARK DISK
 BX2278_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2278+WITH SETTING: INTO GROUND
 BX2278_SP_SET: METAL ROD WITH BASE PLATE
 BX2278_STAMPING: L 301 1977
 BX2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2278+STABILITY: SURFACE MOTION
 BX2278
 BX2278  HISTORY     - Date     Condition        Report By
 BX2278  HISTORY     - 1977     MONUMENTED       NGS
 BX2278
 BX2278                          STATION DESCRIPTION
 BX2278
 BX2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2278'6.0 MI SOUTH FROM COLFAX.
 BX2278'5.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 BX2278'COLFAX, THENCE 0.7 MILE WEST ALONG A PAVED ROAD, IN A COTTON
 BX2278'FIELD, 63 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9 FEET EAST
 BX2278'OF POWER LINE POLE NUMBER 97, AND 2 FEET SOUTH-SOUTHWEST OF AN
 BX2278'ORANGE WITNESS POST AND 2 FEET NORTH-NORTHEAST OF A THIRD
 BX2278'ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2240 ***********************************************************************
 BX2240  DESIGNATION -  L 302
 BX2240  PID         -  BX2240
 BX2240  STATE/COUNTY-  LA/AVOYELLES
 BX2240  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2240
 BX2240                         *CURRENT SURVEY CONTROL
 BX2240  ___________________________________________________________________
 BX2240* NAD 83(1986)-  31 13 15.     (N)    092 02 42.     (W)     SCALED    
 BX2240* NAVD 88     -        16.872  (meters)      55.35   (feet)  ADJUSTED  
 BX2240  ___________________________________________________________________
 BX2240  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BX2240  DYNAMIC HT  -          16.851 (meters)      55.29  (feet)  COMP
 BX2240  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 BX2240
 BX2240  VERT ORDER  -  FIRST     CLASS I
 BX2240
 BX2240.The horizontal coordinates were scaled from a topographic map and have
 BX2240.an estimated accuracy of +/- 6 seconds.
 BX2240
 BX2240.The orthometric height was determined by differential leveling
 BX2240.and adjusted by the National Geodetic Survey in February 1994..
 BX2240
 BX2240.The geoid height was determined by GEOID03.
 BX2240
 BX2240.The dynamic height is computed by dividing the NAVD 88
 BX2240.geopotential number by the normal gravity value computed on the
 BX2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2240.degrees latitude (g = 980.6199 gals.).
 BX2240
 BX2240.The modeled gravity was interpolated from observed gravity values.
 BX2240
 BX2240;                    North         East    Units  Estimated Accuracy
 BX2240;SPC LA N     -    80,020.    1,043,350.      MT  (+/- 180 meters Scaled)
 BX2240
 BX2240                          SUPERSEDED SURVEY CONTROL
 BX2240
 BX2240  NAVD 88 (06/15/91)   16.881  (m)           55.38   (f) UNKNOWN     1 1
 BX2240  NGVD 29 (??/??/??)   16.835  (m)           55.23   (f) ADJUSTED    1 1
 BX2240
 BX2240.Superseded values are not recommended for survey control.
 BX2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2240.See file dsdata.txt to determine how the superseded data were derived.
 BX2240
 BX2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ909544(NAD 83)
 BX2240_MARKER: DB = BENCH MARK DISK
 BX2240_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2240+WITH SETTING: INTO GROUND
 BX2240_SP_SET: METAL ROD WITH BASE PLATE
 BX2240_STAMPING: L 302 1977
 BX2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2240+STABILITY: SURFACE MOTION
 BX2240
 BX2240  HISTORY     - Date     Condition        Report By
 BX2240  HISTORY     - 1977     MONUMENTED       NGS
 BX2240
 BX2240                          STATION DESCRIPTION
 BX2240
 BX2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2240'9.9 MI NE FROM EFFIE.
 BX2240'9.9 MILES EAST AND NORTH ALONG STATE HIGHWAY 1196 FROM THE JUNCTION
 BX2240'OF STATE HIGHWAYS 107 AND 115 AT EFFIE, AT THE OUTSIDE OF A
 BX2240'SHARP CURVE, 36 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 BX2240'HIGHWAY, 32 FEET EAST OF THE SOUTHWEST FENCE CORNER, 2 FEET
 BX2240'SOUTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 2 FEET SOUTH-
 BX2240'SOUTHEAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2322 ***********************************************************************
 BX2322  DESIGNATION -  L 303
 BX2322  PID         -  BX2322
 BX2322  STATE/COUNTY-  LA/NATCHITOCHES
 BX2322  USGS QUAD   -  MONTGOMERY (1993)
 BX2322
 BX2322                         *CURRENT SURVEY CONTROL
 BX2322  ___________________________________________________________________
 BX2322* NAD 83(1986)-  31 43 31.     (N)    092 59 44.     (W)     SCALED    
 BX2322* NAVD 88     -        32.600  (meters)     106.96   (feet)  ADJUSTED  
 BX2322  ___________________________________________________________________
 BX2322  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2322  DYNAMIC HT  -          32.561 (meters)     106.83  (feet)  COMP
 BX2322  MODELED GRAV-     979,448.7   (mgal)                       NAVD 88
 BX2322
 BX2322  VERT ORDER  -  FIRST     CLASS I
 BX2322
 BX2322.The horizontal coordinates were scaled from a topographic map and have
 BX2322.an estimated accuracy of +/- 6 seconds.
 BX2322
 BX2322.The orthometric height was determined by differential leveling
 BX2322.and adjusted by the National Geodetic Survey in February 1994..
 BX2322
 BX2322.The geoid height was determined by GEOID03.
 BX2322
 BX2322.The dynamic height is computed by dividing the NAVD 88
 BX2322.geopotential number by the normal gravity value computed on the
 BX2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2322.degrees latitude (g = 980.6199 gals.).
 BX2322
 BX2322.The modeled gravity was interpolated from observed gravity values.
 BX2322
 BX2322;                    North         East    Units  Estimated Accuracy
 BX2322;SPC LA N     -   135,960.      953,040.      MT  (+/- 180 meters Scaled)
 BX2322
 BX2322                          SUPERSEDED SURVEY CONTROL
 BX2322
 BX2322  NAVD 88 (06/15/91)   32.600  (m)          106.96   (f) UNKNOWN     1 1
 BX2322  NGVD 29 (??/??/??)   32.634  (m)          107.07   (f) ADJUSTED    1 1
 BX2322
 BX2322.Superseded values are not recommended for survey control.
 BX2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2322.See file dsdata.txt to determine how the superseded data were derived.
 BX2322
 BX2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR004099(NAD 83)
 BX2322_MARKER: DB = BENCH MARK DISK
 BX2322_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2322+WITH SETTING: INTO GROUND
 BX2322_SP_SET: METAL ROD WITH BASE PLATE
 BX2322_STAMPING: L 303 1977
 BX2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2322+STABILITY: SURFACE MOTION
 BX2322
 BX2322  HISTORY     - Date     Condition        Report By
 BX2322  HISTORY     - 1977     MONUMENTED       NGS
 BX2322  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX2322
 BX2322                          STATION DESCRIPTION
 BX2322
 BX2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2322'11 MI SE FROM NATCHITOCHES.
 BX2322'3.3 MILES NORTHEAST ALONG WILLIAMS AVENUE FROM THE JUNCTION OF
 BX2322'THE NORTH BRIDGE OVER THE CANE RIVER AT NATCHITOCHES TO THE BETHEL
 BX2322'BAPTIST CHURCH, THENCE 7.7 MILES SOUTHEAST OF THE LEVEE WHICH IS
 BX2322'ALSO A GRAVEL ROAD, 79 FEET SOUTH OF THE CENTER OF THE LEVEE,
 BX2322'AND 1 FOOT NORTHEAST OF A FENCE AT THE TOE OF THE LEVEE.
 BX2322
 BX2322                          STATION RECOVERY (1981)
 BX2322
 BX2322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX2322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2359 ***********************************************************************
 BX2359  DESIGNATION -  L 304
 BX2359  PID         -  BX2359
 BX2359  STATE/COUNTY-  LA/RED RIVER
 BX2359  USGS QUAD   -  HANNA (1992)
 BX2359
 BX2359                         *CURRENT SURVEY CONTROL
 BX2359  ___________________________________________________________________
 BX2359* NAD 83(1986)-  31 55 14.     (N)    093 18 15.     (W)     SCALED    
 BX2359* NAVD 88     -        38.312  (meters)     125.70   (feet)  ADJUSTED  
 BX2359  ___________________________________________________________________
 BX2359  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX2359  DYNAMIC HT  -          38.267 (meters)     125.55  (feet)  COMP
 BX2359  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 BX2359
 BX2359  VERT ORDER  -  FIRST     CLASS I
 BX2359
 BX2359.The horizontal coordinates were scaled from a topographic map and have
 BX2359.an estimated accuracy of +/- 6 seconds.
 BX2359
 BX2359.The orthometric height was determined by differential leveling
 BX2359.and adjusted by the National Geodetic Survey in February 1994..
 BX2359
 BX2359.The geoid height was determined by GEOID03.
 BX2359
 BX2359.The dynamic height is computed by dividing the NAVD 88
 BX2359.geopotential number by the normal gravity value computed on the
 BX2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2359.degrees latitude (g = 980.6199 gals.).
 BX2359
 BX2359.The modeled gravity was interpolated from observed gravity values.
 BX2359
 BX2359;                    North         East    Units  Estimated Accuracy
 BX2359;SPC LA N     -   157,790.      923,950.      MT  (+/- 180 meters Scaled)
 BX2359
 BX2359                          SUPERSEDED SURVEY CONTROL
 BX2359
 BX2359  NAVD 88 (06/15/91)   38.311  (m)          125.69   (f) UNKNOWN     1 1
 BX2359  NGVD 29 (??/??/??)   38.368  (m)          125.88   (f) ADJUSTED    1 1
 BX2359
 BX2359.Superseded values are not recommended for survey control.
 BX2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2359.See file dsdata.txt to determine how the superseded data were derived.
 BX2359
 BX2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR712316(NAD 83)
 BX2359_MARKER: DB = BENCH MARK DISK
 BX2359_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2359_SP_SET: COPPER-CLAD STEEL ROD
 BX2359_STAMPING: L 304 1977
 BX2359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2359
 BX2359  HISTORY     - Date     Condition        Report By
 BX2359  HISTORY     - 1977     MONUMENTED       NGS
 BX2359  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2359
 BX2359                          STATION DESCRIPTION
 BX2359
 BX2359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2359'IN LAKE END.
 BX2359'345 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 174, 60 FEET
 BX2359'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1, 28 FEET EAST OF A
 BX2359'JUNCTION POWERLINE POLE WITH A TRANSFORMER, AND 4 FEET NORTHEAST
 BX2359'OF A BARBED WIRE FENCE DRIVEN TO REFUSAL AT 77 FEET.
 BX2359
 BX2359                          STATION RECOVERY (2001)
 BX2359
 BX2359'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2114 ***********************************************************************
 CQ2114  DESIGNATION -  L 305
 CQ2114  PID         -  CQ2114
 CQ2114  STATE/COUNTY-  LA/CADDO
 CQ2114  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ2114
 CQ2114                         *CURRENT SURVEY CONTROL
 CQ2114  ___________________________________________________________________
 CQ2114* NAD 83(1986)-  32 27 07.     (N)    093 41 43.     (W)     SCALED    
 CQ2114* NAVD 88     -        50.863  (meters)     166.87   (feet)  ADJUSTED  
 CQ2114  ___________________________________________________________________
 CQ2114  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ2114  DYNAMIC HT  -          50.806 (meters)     166.69  (feet)  COMP
 CQ2114  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 CQ2114
 CQ2114  VERT ORDER  -  FIRST     CLASS I
 CQ2114
 CQ2114.The horizontal coordinates were scaled from a topographic map and have
 CQ2114.an estimated accuracy of +/- 6 seconds.
 CQ2114
 CQ2114.The orthometric height was determined by differential leveling
 CQ2114.and adjusted by the National Geodetic Survey in June 1991..
 CQ2114
 CQ2114.The geoid height was determined by GEOID03.
 CQ2114
 CQ2114.The dynamic height is computed by dividing the NAVD 88
 CQ2114.geopotential number by the normal gravity value computed on the
 CQ2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2114.degrees latitude (g = 980.6199 gals.).
 CQ2114
 CQ2114.The modeled gravity was interpolated from observed gravity values.
 CQ2114
 CQ2114;                    North         East    Units  Estimated Accuracy
 CQ2114;SPC LA N     -   217,050.      887,620.      MT  (+/- 180 meters Scaled)
 CQ2114
 CQ2114                          SUPERSEDED SURVEY CONTROL
 CQ2114
 CQ2114  NGVD 29 (??/??/??)   50.929  (m)          167.09   (f) ADJUSTED    1 1
 CQ2114
 CQ2114.Superseded values are not recommended for survey control.
 CQ2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2114.See file dsdata.txt to determine how the superseded data were derived.
 CQ2114
 CQ2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR346907(NAD 83)
 CQ2114_MARKER: DB = BENCH MARK DISK
 CQ2114_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2114+WITH SETTING: INTO GROUND
 CQ2114_SP_SET: METAL ROD WITH BASE PLATE
 CQ2114_STAMPING: L 305 1977
 CQ2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2114+STABILITY: SURFACE MOTION
 CQ2114
 CQ2114  HISTORY     - Date     Condition        Report By
 CQ2114  HISTORY     - 1977     MONUMENTED       NGS
 CQ2114  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CQ2114
 CQ2114                          STATION DESCRIPTION
 CQ2114
 CQ2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2114'SHREVEPORT.
 CQ2114'1.0 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD STATION
 CQ2114'POST OFFICE AT SHREVEPORT, THENCE 1.7 MILES EAST ALONG STATE
 CQ2114'HIGHWAY 511, 43 FEET NORTHWEST OF THE CENTER LINE OF THE
 CQ2114'NORTHWEST LANES OF THE HIGHWAY, 42 FEET SOUTH OF THE SOUTHEAST
 CQ2114'POST FOR A METAL GATE, 35 FEET SOUTHEAST OF THE CENTER LINE OF
 CQ2114'A LEVEE, 3 FEET SOUTHWEST OF A JUNCTION FENCE POST, 73 FEET
 CQ2114'SOUTHEAST OF A JUNCTION POWER LINE POLE, AND 1 FOOT NORTHWEST
 CQ2114'OF A FENCE.
 CQ2114
 CQ2114                          STATION RECOVERY (1989)
 CQ2114
 CQ2114'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ2114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2145 ***********************************************************************
 CQ2145  DESIGNATION -  L 306
 CQ2145  PID         -  CQ2145
 CQ2145  STATE/COUNTY-  LA/CADDO
 CQ2145  USGS QUAD   -  DIXIE (1982)
 CQ2145
 CQ2145                         *CURRENT SURVEY CONTROL
 CQ2145  ___________________________________________________________________
 CQ2145* NAD 83(1986)-  32 39 55.     (N)    093 49 32.     (W)     SCALED    
 CQ2145* NAVD 88     -        52.946  (meters)     173.71   (feet)  ADJUSTED  
 CQ2145  ___________________________________________________________________
 CQ2145  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2145  DYNAMIC HT  -          52.886 (meters)     173.51  (feet)  COMP
 CQ2145  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CQ2145
 CQ2145  VERT ORDER  -  FIRST     CLASS I
 CQ2145
 CQ2145.The horizontal coordinates were scaled from a topographic map and have
 CQ2145.an estimated accuracy of +/- 6 seconds.
 CQ2145
 CQ2145.The orthometric height was determined by differential leveling
 CQ2145.and adjusted by the National Geodetic Survey in June 1991..
 CQ2145
 CQ2145.The geoid height was determined by GEOID03.
 CQ2145
 CQ2145.The dynamic height is computed by dividing the NAVD 88
 CQ2145.geopotential number by the normal gravity value computed on the
 CQ2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2145.degrees latitude (g = 980.6199 gals.).
 CQ2145
 CQ2145.The modeled gravity was interpolated from observed gravity values.
 CQ2145
 CQ2145;                    North         East    Units  Estimated Accuracy
 CQ2145;SPC LA N     -   240,840.      875,660.      MT  (+/- 180 meters Scaled)
 CQ2145
 CQ2145                          SUPERSEDED SURVEY CONTROL
 CQ2145
 CQ2145  NGVD 29 (??/??/??)   53.002  (m)          173.89   (f) ADJUSTED    1 1
 CQ2145
 CQ2145.Superseded values are not recommended for survey control.
 CQ2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2145.See file dsdata.txt to determine how the superseded data were derived.
 CQ2145
 CQ2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS225144(NAD 83)
 CQ2145_MARKER: DB = BENCH MARK DISK
 CQ2145_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2145+WITH SETTING: INTO GROUND
 CQ2145_SP_SET: METAL ROD WITH BASE PLATE
 CQ2145_STAMPING: L 306 1977
 CQ2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2145+STABILITY: SURFACE MOTION
 CQ2145
 CQ2145  HISTORY     - Date     Condition        Report By
 CQ2145  HISTORY     - 1977     MONUMENTED       NGS
 CQ2145  HISTORY     - 20000206 MARK NOT FOUND   USPSQD
 CQ2145
 CQ2145                          STATION DESCRIPTION
 CQ2145
 CQ2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2145'2.0 MI SE FROM DIXIE.
 CQ2145'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE
 CQ2145'AT DIXIE, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10
 CQ2145'FEET NORTHWEST OF POWERLINE POLE NO 184, AND 2 FEET NORTHEAST OF
 CQ2145'A BARBED WIRE FENCE.
 CQ2145
 CQ2145                          STATION RECOVERY (2000)
 CQ2145
 CQ2145'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2174 ***********************************************************************
 CQ2174  DESIGNATION -  L 307
 CQ2174  PID         -  CQ2174
 CQ2174  STATE/COUNTY-  LA/CADDO
 CQ2174  USGS QUAD   -  WARDVIEW (1971)
 CQ2174
 CQ2174                         *CURRENT SURVEY CONTROL
 CQ2174  ___________________________________________________________________
 CQ2174* NAD 83(1992)-  32 53 35.29298(N)    093 49 24.96003(W)     ADJUSTED  
 CQ2174* NAVD 88     -        64.132  (meters)     210.41   (feet)  ADJUSTED  
 CQ2174  ___________________________________________________________________
 CQ2174  X           -    -357,494.484 (meters)                     COMP
 CQ2174  Y           -  -5,349,019.067 (meters)                     COMP
 CQ2174  Z           -   3,444,033.694 (meters)                     COMP
 CQ2174  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CQ2174  ELLIP HEIGHT-          37.86  (meters)          (02/21/02) GPS OBS
 CQ2174  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ2174  DYNAMIC HT  -          64.061 (meters)     210.17  (feet)  COMP
 CQ2174  MODELED GRAV-     979,537.0   (mgal)                       NAVD 88
 CQ2174
 CQ2174  HORZ ORDER  -  FIRST
 CQ2174  VERT ORDER  -  FIRST     CLASS I
 CQ2174  ELLP ORDER  -  FOURTH    CLASS II
 CQ2174
 CQ2174.The horizontal coordinates were established by GPS observations
 CQ2174.and adjusted by the National Geodetic Survey in September 1999..
 CQ2174
 CQ2174.The orthometric height was determined by differential leveling
 CQ2174.and adjusted by the National Geodetic Survey in June 1991..
 CQ2174
 CQ2174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2174
 CQ2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2174
 CQ2174.The ellipsoidal height was determined by GPS observations
 CQ2174.and is referenced to NAD 83.
 CQ2174
 CQ2174.The geoid height was determined by GEOID03.
 CQ2174
 CQ2174.The dynamic height is computed by dividing the NAVD 88
 CQ2174.geopotential number by the normal gravity value computed on the
 CQ2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2174.degrees latitude (g = 980.6199 gals.).
 CQ2174
 CQ2174.The modeled gravity was interpolated from observed gravity values.
 CQ2174
 CQ2174;                    North         East     Units Scale Factor Converg.
 CQ2174;SPC LA N     -   266,109.636   876,152.137   MT  1.00005949   -0 41 59.2
 CQ2174;SPC LA N     -   873,061.36  2,874,509.14   sFT  1.00005949   -0 41 59.2
 CQ2174;UTM  15      - 3,639,740.877   422,969.008   MT  0.99967316   -0 26 50.3
 CQ2174
 CQ2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2174!SPC LA N     -   0.99999406  x   1.00005949  =   1.00005355
 CQ2174!UTM  15      -   0.99999406  x   0.99967316  =   0.99966722
 CQ2174
 CQ2174                          SUPERSEDED SURVEY CONTROL
 CQ2174
 CQ2174  NAD 83(1992)-  32 53 35.29665(N)    093 49 24.95824(W) AD(       ) 1
 CQ2174  NAD 83(1992)-  32 53 35.29785(N)    093 49 24.95759(W) AD(       ) 1
 CQ2174  ELLIP H (01/21/93)   37.76   (m)                       GP(       ) 4 2
 CQ2174  NAD 83(1986)-  32 53 35.30698(N)    093 49 24.95315(W) AD(       ) 1
 CQ2174  NAD 27      -  32 53 34.80458(N)    093 49 24.31017(W) AD(       ) 3
 CQ2174  NGVD 29 (??/??/??)   64.177  (m)          210.55   (f) ADJUSTED    1 1
 CQ2174
 CQ2174.Superseded values are not recommended for survey control.
 CQ2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2174.See file dsdata.txt to determine how the superseded data were derived.
 CQ2174
 CQ2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2296939741(NAD 83)
 CQ2174_MARKER: DV = VERTICAL CONTROL DISK
 CQ2174_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ2174_SP_SET: BRIDGE ABUTMENT
 CQ2174_STAMPING: L 307 1977
 CQ2174_MARK LOGO: NGS   
 CQ2174_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2174+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 CQ2174
 CQ2174  HISTORY     - Date     Condition        Report By
 CQ2174  HISTORY     - 1977     MONUMENTED       NGS
 CQ2174  HISTORY     - 1987     GOOD             NGS
 CQ2174  HISTORY     - 19900306 GOOD             NGS
 CQ2174  HISTORY     - 19940817 GOOD             LADTD
 CQ2174  HISTORY     - 19991016 GOOD             USPSQD
 CQ2174
 CQ2174                          STATION DESCRIPTION
 CQ2174
 CQ2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2174'6.1 MI NE FROM GILLIAM.
 CQ2174'5.3 MILES NORTH ALONG  MAIN STREET FROM THE JUNCTION OF STATE HIGHWAY
 CQ2174'3049 AT GILLIAM, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 2, SET IN
 CQ2174'THE TOP OF THE NORTH END OF THE NORTHWEST ABUTMENT OF THE HIGHWAY 2
 CQ2174'BRIDGE OVER THE RED RIVER, 18 FEET NORTH-NORTHWEST OF THE CENTER LINE
 CQ2174'OF THE HIGHWAY, 1 FOOT SOUTH-SOUTHEAST OF THE END WOODEN FENCE POST,
 CQ2174'AND 18 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE LEVEE, ALSO MAY
 CQ2174'BE REACHED BY TRAVELING 0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM
 CQ2174'THE TEXAS AND PACIFIC RAILROAD CROSSING AT GILLIAM, THENCE 3.1 MILES
 CQ2174'EAST ALONG SARTOR ROAD, THENCE 6.7 MILES NORTH ALONG THE LEVEE.
 CQ2174
 CQ2174                          STATION RECOVERY (1987)
 CQ2174
 CQ2174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 CQ2174'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ2174'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ2174'OBSERVATIONS.
 CQ2174'
 CQ2174'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI)
 CQ2174'WEST OF PLAIN DEALING, 5.3 KM (3.3 MI) EAST OF HOSSTON.
 CQ2174'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ2174'
 CQ2174'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 71 AND STATE
 CQ2174'HIGHWAY 2 EAST OF HOSSTON, GO EASTERLY ON HIGHWAY 2 FOR 5.3 KM (3.3
 CQ2174'MI) TO THE STATION ON THE LEFT, SET IN THE NORTHWEST ABUTMENT OF A
 CQ2174'BRIDGE OVER THE RED RIVER.
 CQ2174'
 CQ2174'THE STATION IS A STANDARD NGS DISK
 CQ2174'STAMPED---L 307 1977---,
 CQ2174'SET INTO A DRILL HOLE IN THE NORTHWEST BRIDGE ABUTMENT OF A BRIDGE
 CQ2174'OVER THE RED RIVER. LOCATED
 CQ2174'5.5 METERS (18 FT) NORTH-NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 CQ2174'5.5 METERS (18 FT) EAST-NORTHEAST FROM THE CENTER OF A NORTH-SOUTH
 CQ2174'LEVEE ROAD AND
 CQ2174'0.30 METER (1 FT) SOUTH-SOUTHEAST FROM A FENCE POST.
 CQ2174'
 CQ2174'DESCRIBED BY R.D. BALL.
 CQ2174
 CQ2174                          STATION RECOVERY (1990)
 CQ2174
 CQ2174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CQ2174'STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION IS A TIE TO THE
 CQ2174'LA FAA PROJECT.  AN UPDATED DESCRIPTION FOLLOWS.
 CQ2174'STATION IS LOCATED ABOUT 11.7 KM (7.3 MI) WEST OF PLAIN DEALING, 5.3
 CQ2174'KM (3.3 MI) EAST OF HOSSTON, AT THE WEST SIDE OF HIGHWAY 2 BRIDGE
 CQ2174'OVER THE RED RIVER. OWNERSHIP-LOUISIANA DEPARTMENT OF TRANSPORTATION
 CQ2174'DEVELOPEMENT.
 CQ2174'TO REACH THE STATION FROM THE JUNCTIN OF U.S.HIGHWAY 70 AND STATE
 CQ2174'ROUTE 2 EAST, LOCATED AT THE EAST EDGE OF HOSSTON, GO EAST ALONG
 CQ2174'STATE ROUTE 2 FOR 5.3 KM (3.3 MI) TO THE STATION ON THE LEFT, SET IN
 CQ2174'THE TOP OF AND 0.31 M (1.02 FT) SOUTH OF THE NORTH END OF THE WEST
 CQ2174'ABUTEMENT OF THE HIGHWAY 2 BRIDGE OVER THE RED RIVER.
 CQ2174'STATION IS 5.5 M (18.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CQ2174'HIGHWAY. 5.5 M (18.0 FT) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 CQ2174'A NORTH-SOUTH LEVEE ROAD, AND 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF A
 CQ2174'FENCE POST.
 CQ2174'DESCRIBED BY G.F.S.  ALLOW EXTRA TIME FOR SETUP, AND CAN PARK TRUCK
 CQ2174'ATOP THE NORTH-SOUTH LEVEE ROAD AT WIRE GATE.
 CQ2174
 CQ2174                          STATION RECOVERY (1994)
 CQ2174
 CQ2174'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (TLH)
 CQ2174'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF HOSSTON, 15.0 MI
 CQ2174'(24.1 KM) WEST OF PLAIN DEALING AND 22.5 MI (36.2 KM) NORTH OF
 CQ2174'SHREVEPORT AT THE WEST END OF STATE HIGHWAY 2 BRIDGE OVER THE RED
 CQ2174'RIVER, SET IN THE TOP OF THE NORTH END OF THE NORTHWEST ABUTMENT OF
 CQ2174'THE BRIDGE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ2174'DEVELOPMENT.  THE STATION IS 18.0 FT (5.5 M) NORTH-NORTHWEST FROM THE
 CQ2174'CENTER OF THE HIGHWAY, 18.0 FT (5.5 M) EAST-NORTHEAST FROM THE CENTER
 CQ2174'OF THE LEVEE, 1.0 FT (0.3 M) SOUTH-SOUTHEAST FROM THE END OF A FENCE,
 CQ2174'FLUSH WITH THE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ2174
 CQ2174                          STATION RECOVERY (1999)
 CQ2174
 CQ2174'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2415 ***********************************************************************
 CQ2415  DESIGNATION -  L 329
 CQ2415  PID         -  CQ2415
 CQ2415  STATE/COUNTY-  LA/WEBSTER
 CQ2415  USGS QUAD   -  FRYEBURG (1986)
 CQ2415
 CQ2415                         *CURRENT SURVEY CONTROL
 CQ2415  ___________________________________________________________________
 CQ2415* NAD 83(1986)-  32 28 43.     (N)    093 11 49.     (W)     SCALED    
 CQ2415* NAVD 88     -        89.12   (+/-2cm)     292.4    (feet)  VERTCON   
 CQ2415  ___________________________________________________________________
 CQ2415  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2415
 CQ2415  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2415
 CQ2415.The horizontal coordinates were scaled from a topographic map and have
 CQ2415.an estimated accuracy of +/- 6 seconds.
 CQ2415
 CQ2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2415.The vertical order pertains to the NGVD 29 superseded value.
 CQ2415
 CQ2415.The geoid height was determined by GEOID03.
 CQ2415
 CQ2415;                    North         East    Units  Estimated Accuracy
 CQ2415;SPC LA N     -   219,590.      934,490.      MT  (+/- 180 meters Scaled)
 CQ2415
 CQ2415                          SUPERSEDED SURVEY CONTROL
 CQ2415
 CQ2415  NGVD 29 (??/??/??)   89.189  (m)          292.61   (f) ADJUSTED    1 1
 CQ2415
 CQ2415.Superseded values are not recommended for survey control.
 CQ2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2415.See file dsdata.txt to determine how the superseded data were derived.
 CQ2415
 CQ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR814935(NAD 83)
 CQ2415_MARKER: DB = BENCH MARK DISK
 CQ2415_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2415+WITH SETTING: INTO GROUND
 CQ2415_SP_SET: 4 FT 5/8 IN ROD
 CQ2415_STAMPING: L 329 1977
 CQ2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2415+STABILITY: SURFACE MOTION
 CQ2415
 CQ2415  HISTORY     - Date     Condition        Report By
 CQ2415  HISTORY     - 1977     MONUMENTED       NGS
 CQ2415  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ2415
 CQ2415                          STATION DESCRIPTION
 CQ2415
 CQ2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2415'7.1 MI SE FROM DUBBERLY.
 CQ2415'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2415'ERLY, THENCH 2.3 MILE EAST ALONG PARISH ROAD 171, THENCE 0.5 MILE
 CQ2415'NORTH ALONG PARISH ROAD 165, 118 FEET NORTHEAST OF THE CENTER OF THE
 CQ2415'JUNCTION WITH PARISH ROAD 164 LEADING NORTHWEST, AND 33 FEET EAST OF
 CQ2415'THE CENTER LINE OF ROAD 165.
 CQ2415'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2415'IN A PIPE PROJECTING +2 INCHES.
 CQ2415'1 FOOT ABOVE ROAD
 CQ2415'1 FOOT WEST OF A WITNESS POST.
 CQ2415
 CQ2415                          STATION RECOVERY (2000)
 CQ2415
 CQ2415'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2440 ***********************************************************************
 CQ2440  DESIGNATION -  L 330
 CQ2440  PID         -  CQ2440
 CQ2440  STATE/COUNTY-  LA/WEBSTER
 CQ2440  USGS QUAD   -  HEFLIN (1972)
 CQ2440
 CQ2440                         *CURRENT SURVEY CONTROL
 CQ2440  ___________________________________________________________________
 CQ2440* NAD 83(1986)-  32 28 14.     (N)    093 16 13.     (W)     SCALED    
 CQ2440* NAVD 88     -        82.32   (+/-2cm)     270.1    (feet)  VERTCON   
 CQ2440  ___________________________________________________________________
 CQ2440  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2440
 CQ2440  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2440
 CQ2440.The horizontal coordinates were scaled from a topographic map and have
 CQ2440.an estimated accuracy of +/- 6 seconds.
 CQ2440
 CQ2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2440.The vertical order pertains to the NGVD 29 superseded value.
 CQ2440
 CQ2440.The geoid height was determined by GEOID03.
 CQ2440
 CQ2440;                    North         East    Units  Estimated Accuracy
 CQ2440;SPC LA N     -   218,750.      927,590.      MT  (+/- 180 meters Scaled)
 CQ2440
 CQ2440                          SUPERSEDED SURVEY CONTROL
 CQ2440
 CQ2440  NGVD 29 (??/??/??)   82.382  (m)          270.28   (f) ADJUSTED    1 1
 CQ2440
 CQ2440.Superseded values are not recommended for survey control.
 CQ2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2440.See file dsdata.txt to determine how the superseded data were derived.
 CQ2440
 CQ2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR746926(NAD 83)
 CQ2440_MARKER: DB = BENCH MARK DISK
 CQ2440_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2440+WITH SETTING: INTO GROUND
 CQ2440_SP_SET: 4 FT 5/8 IN ROD
 CQ2440_STAMPING: L 330 1977
 CQ2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2440+STABILITY: SURFACE MOTION
 CQ2440
 CQ2440  HISTORY     - Date     Condition        Report By
 CQ2440  HISTORY     - 1977     MONUMENTED       NGS
 CQ2440
 CQ2440                          STATION DESCRIPTION
 CQ2440
 CQ2440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2440'1.1 MI NW FROM HEFLIN.
 CQ2440'1.1 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 CQ2440'CROSSING OF STATE HIGHWAY 531 AT HEFLIN, 37 FEET SOUTHWEST OF THE
 CQ2440'CENTER LINE OF A PAVED ROAD, 26 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CQ2440'AND 8 FEET SOUTHEAST OF A POWER LINE POLE, AT A POINT WHERE THE POWER
 CQ2440'LINE CROSSES THE RAILWAY. ALSO 58 FT NORTHWEST OF THE EXTENDED CENTER
 CQ2440'LINE OF A PARISH ROAD 158 A.
 CQ2440'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2440'IN A PIPE PROJECTING +2 INCHES.
 CQ2440'1 FOOT ABOVE ROAD
 CQ2440'2 FEET BELOW RAIL
 CQ2440'1 FOOT NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2445 ***********************************************************************
 CQ2445  DESIGNATION -  L 333
 CQ2445  PID         -  CQ2445
 CQ2445  STATE/COUNTY-  LA/BIENVILLE
 CQ2445  USGS QUAD   -  SALINE (1986)
 CQ2445
 CQ2445                         *CURRENT SURVEY CONTROL
 CQ2445  ___________________________________________________________________
 CQ2445* NAD 83(1986)-  32 11 16.     (N)    092 56 27.     (W)     SCALED    
 CQ2445* NAVD 88     -        59.47   (+/-2cm)     195.1    (feet)  VERTCON   
 CQ2445  ___________________________________________________________________
 CQ2445  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2445
 CQ2445  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2445
 CQ2445.The horizontal coordinates were scaled from a topographic map and have
 CQ2445.an estimated accuracy of +/- 6 seconds.
 CQ2445
 CQ2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2445.The vertical order pertains to the NGVD 29 superseded value.
 CQ2445
 CQ2445.The geoid height was determined by GEOID03.
 CQ2445
 CQ2445;                    North         East    Units  Estimated Accuracy
 CQ2445;SPC LA N     -   187,220.      958,430.      MT  (+/- 180 meters Scaled)
 CQ2445
 CQ2445                          SUPERSEDED SURVEY CONTROL
 CQ2445
 CQ2445  NGVD 29 (??/??/??)   59.518  (m)          195.27   (f) ADJUSTED    1 1
 CQ2445
 CQ2445.Superseded values are not recommended for survey control.
 CQ2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2445.See file dsdata.txt to determine how the superseded data were derived.
 CQ2445
 CQ2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR055612(NAD 83)
 CQ2445_MARKER: DB = BENCH MARK DISK
 CQ2445_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2445_SP_SET: 15 FEET
 CQ2445_STAMPING: L 333 1977
 CQ2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2445
 CQ2445  HISTORY     - Date     Condition        Report By
 CQ2445  HISTORY     - 1977     MONUMENTED       NGS
 CQ2445
 CQ2445                          STATION DESCRIPTION
 CQ2445
 CQ2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2445'2.9 MI NE FROM SALINE.
 CQ2445'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF
 CQ2445'STATE HIGHWAY 9 AT SALINE, 45 FEET WEST OF THE CENTER LINE OF THE
 CQ2445'HIGHWAY, 40 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD LEADING
 CQ2445'WEST, 8 FEET WEST OF THE CENTER OF A TRACK ROAD PARALLEL TO THE
 CQ2445'HIGHWAY, 13 FEET NORTH OF A CABLE JUNCTION BOX P 22 E, AND 4 FEET
 CQ2445'EAST OF A BARBED WIRE FENCE. DRIVEN TO GRADUAL REFUSAL AT 15 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1815 ***********************************************************************
 BW1815  DESIGNATION -  L 336
 BW1815  PID         -  BW1815
 BW1815  STATE/COUNTY-  LA/CONCORDIA
 BW1815  USGS QUAD   -  FAIRVIEW (1983)
 BW1815
 BW1815                         *CURRENT SURVEY CONTROL
 BW1815  ___________________________________________________________________
 BW1815* NAD 83(1986)-  31 17 11.     (N)    091 34 53.     (W)     SCALED    
 BW1815* NAVD 88     -        16.942  (meters)      55.58   (feet)  ADJUSTED  
 BW1815  ___________________________________________________________________
 BW1815  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1815  DYNAMIC HT  -          16.921 (meters)      55.52  (feet)  COMP
 BW1815  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 BW1815
 BW1815  VERT ORDER  -  FIRST     CLASS II
 BW1815
 BW1815.The horizontal coordinates were scaled from a topographic map and have
 BW1815.an estimated accuracy of +/- 6 seconds.
 BW1815
 BW1815.The orthometric height was determined by differential leveling
 BW1815.and adjusted by the National Geodetic Survey in February 1994..
 BW1815
 BW1815.The geoid height was determined by GEOID03.
 BW1815
 BW1815.The dynamic height is computed by dividing the NAVD 88
 BW1815.geopotential number by the normal gravity value computed on the
 BW1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1815.degrees latitude (g = 980.6199 gals.).
 BW1815
 BW1815.The modeled gravity was interpolated from observed gravity values.
 BW1815
 BW1815;                    North         East    Units  Estimated Accuracy
 BW1815;SPC LA N     -    87,560.    1,087,470.      MT  (+/- 180 meters Scaled)
 BW1815
 BW1815                          SUPERSEDED SURVEY CONTROL
 BW1815
 BW1815  NAVD 88 (06/15/91)   16.964  (m)           55.66   (f) UNKNOWN     1 2
 BW1815  NGVD 29 (??/??/??)   16.924  (m)           55.52   (f) ADJUSTED    1 2
 BW1815
 BW1815.Superseded values are not recommended for survey control.
 BW1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1815.See file dsdata.txt to determine how the superseded data were derived.
 BW1815
 BW1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ350622(NAD 83)
 BW1815_MARKER: DB = BENCH MARK DISK
 BW1815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1815_SP_SET: STAINLESS STEEL ROD
 BW1815_STAMPING: L 336 1979
 BW1815_PROJECTION: RECESSED 5 CENTIMETERS
 BW1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1815_ROD/PIPE-DEPTH: 10.7 meters
 BW1815
 BW1815  HISTORY     - Date     Condition        Report By
 BW1815  HISTORY     - 1979     MONUMENTED       NGS
 BW1815
 BW1815                          STATION DESCRIPTION
 BW1815
 BW1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1815'3.6 MI NE FROM SLOCUM.
 BW1815'3.4 MILES EAST ALONG THE LOWER GRAVEL ROAD ON THE LEVEE FROM THE
 BW1815'JUNCTION OF HIGHWAY 15 IN SLOCUM, THENCE 0.2 MILE NORTHEAST ALONG
 BW1815'A GRAVEL ROAD, AT A POWER LINE CROSSING OVER THE ROAD, 20.5 FEET
 BW1815'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 5.7 FEET SOUTH OF POWER
 BW1815'POLE 02 280 BEARING A TRANSFORMER AND GUY WIRE, 17 FEET NORTH OF
 BW1815'THE BASE OF THE GUY WIRE.
 BW1815'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BW1815'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1862 ***********************************************************************
 BW1862  DESIGNATION -  L 337
 BW1862  PID         -  BW1862
 BW1862  STATE/COUNTY-  LA/CONCORDIA
 BW1862  USGS QUAD   -  SPOKANE (1976)
 BW1862
 BW1862                         *CURRENT SURVEY CONTROL
 BW1862  ___________________________________________________________________
 BW1862* NAD 83(1986)-  31 44 09.     (N)    091 24 24.     (W)     SCALED    
 BW1862* NAVD 88     -        21.754  (meters)      71.37   (feet)  ADJUSTED  
 BW1862  ___________________________________________________________________
 BW1862  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1862  DYNAMIC HT  -          21.728 (meters)      71.29  (feet)  COMP
 BW1862  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 BW1862
 BW1862  VERT ORDER  -  FIRST     CLASS II
 BW1862
 BW1862.The horizontal coordinates were scaled from a topographic map and have
 BW1862.an estimated accuracy of +/- 6 seconds.
 BW1862
 BW1862.The orthometric height was determined by differential leveling
 BW1862.and adjusted by the National Geodetic Survey in February 1994..
 BW1862
 BW1862.The geoid height was determined by GEOID03.
 BW1862
 BW1862.The dynamic height is computed by dividing the NAVD 88
 BW1862.geopotential number by the normal gravity value computed on the
 BW1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1862.degrees latitude (g = 980.6199 gals.).
 BW1862
 BW1862.The modeled gravity was interpolated from observed gravity values.
 BW1862
 BW1862;                    North         East    Units  Estimated Accuracy
 BW1862;SPC LA N     -   137,550.    1,103,600.      MT  (+/- 180 meters Scaled)
 BW1862
 BW1862                          SUPERSEDED SURVEY CONTROL
 BW1862
 BW1862  NAVD 88 (06/15/91)   21.768  (m)           71.42   (f) UNKNOWN     1 2
 BW1862  NGVD 29 (??/??/??)   21.760  (m)           71.39   (f) ADJUSTED    1 2
 BW1862
 BW1862.Superseded values are not recommended for survey control.
 BW1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1862.See file dsdata.txt to determine how the superseded data were derived.
 BW1862
 BW1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR509122(NAD 83)
 BW1862_MARKER: DB = BENCH MARK DISK
 BW1862_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1862_SP_SET: STAINLESS STEEL ROD
 BW1862_STAMPING: L 337 1979
 BW1862_PROJECTION: RECESSED 5 CENTIMETERS
 BW1862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1862_ROD/PIPE-DEPTH: 9.14 meters
 BW1862
 BW1862  HISTORY     - Date     Condition        Report By
 BW1862  HISTORY     - 1979     MONUMENTED       NGS
 BW1862
 BW1862                          STATION DESCRIPTION
 BW1862
 BW1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1862'4.3 MI NORTH FROM LAKE ST JOHN.
 BW1862'4.3 MILES NORTH ALONG STATE HIGHWAY 901 FROM THE JUNCTION OF STATE
 BW1862'HIGHWAYS 569 AND 3196 AT THE SOUTHEAST END OF LAKE ST. JOHN, TO A
 BW1862'CATTLE GUARD AND THE MARK ON THE RIGHT, SET AT THE EAST WOOD GATE
 BW1862'POST FOR THE METAL GATE ON THE EAST SIDE OF THE CATTLE GUARD, 0.10
 BW1862'MILE NORTHEAST AND ACROSS STATE HIGHWAY 901 FROM THE GIGIELD CHURCH,
 BW1862'34 FEET EAST OF THE CENTER OF THE HIGHWAY, 18 FEET EAST OF THE
 BW1862'NORTHEAST CORNER OF THE CONCRETE RETAINING WALL INCLOSING THE CATTLE
 BW1862'GUARD, 9.4 FEET EAST OF THE CENTER OF THE METAL GATE, 1.5 FEET
 BW1862'NORTHEAST OF THE EAST GATE POST.
 BW1862'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BW1862'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2296 ***********************************************************************
 CP2296  DESIGNATION -  L 338
 CP2296  PID         -  CP2296
 CP2296  STATE/COUNTY-  LA/TENSAS
 CP2296  USGS QUAD   -  SOMERSET (1994)
 CP2296
 CP2296                         *CURRENT SURVEY CONTROL
 CP2296  ___________________________________________________________________
 CP2296* NAD 83(1986)-  32 12 07.     (N)    091 09 52.     (W)     SCALED    
 CP2296* NAVD 88     -        31.706  (meters)     104.02   (feet)  ADJUSTED  
 CP2296  ___________________________________________________________________
 CP2296  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP2296  DYNAMIC HT  -          31.670 (meters)     103.90  (feet)  COMP
 CP2296  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CP2296
 CP2296  VERT ORDER  -  FIRST     CLASS II
 CP2296
 CP2296.The horizontal coordinates were scaled from a topographic map and have
 CP2296.an estimated accuracy of +/- 6 seconds.
 CP2296
 CP2296.The orthometric height was determined by differential leveling
 CP2296.and adjusted by the National Geodetic Survey in February 1994..
 CP2296
 CP2296.The geoid height was determined by GEOID03.
 CP2296
 CP2296.The dynamic height is computed by dividing the NAVD 88
 CP2296.geopotential number by the normal gravity value computed on the
 CP2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2296.degrees latitude (g = 980.6199 gals.).
 CP2296
 CP2296.The modeled gravity was interpolated from observed gravity values.
 CP2296
 CP2296;                    North         East    Units  Estimated Accuracy
 CP2296;SPC LA N     -   189,480.    1,125,910.      MT  (+/- 180 meters Scaled)
 CP2296
 CP2296                          SUPERSEDED SURVEY CONTROL
 CP2296
 CP2296  NAVD 88 (06/15/91)   31.711  (m)          104.04   (f) UNKNOWN     1 2
 CP2296  NGVD 29 (??/??/??)   31.732  (m)          104.11   (f) ADJUSTED    1 2
 CP2296
 CP2296.Superseded values are not recommended for survey control.
 CP2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2296.See file dsdata.txt to determine how the superseded data were derived.
 CP2296
 CP2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR730642(NAD 83)
 CP2296_MARKER: DB = BENCH MARK DISK
 CP2296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2296_SP_SET: STAINLESS STEEL ROD
 CP2296_STAMPING: L 338 1979
 CP2296_PROJECTION: RECESSED 5 CENTIMETERS
 CP2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2296_ROD/PIPE-DEPTH: 9.14 meters
 CP2296
 CP2296  HISTORY     - Date     Condition        Report By
 CP2296  HISTORY     - 1979     MONUMENTED       NGS
 CP2296
 CP2296                          STATION DESCRIPTION
 CP2296
 CP2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2296'19.9 MI SW FROM DELTA.
 CP2296'19.9 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2296'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA TO A CATTLE GUARD AND
 CP2296'THE MARK ON THE RIGHT, 0.05 MILE NORTHEAST OF LEVEE STATION MARKER
 CP2296'4500, 13.5 FEET NORTHWEST OF THE CENTER OF THE CATTLE GUARD AND ROAD,
 CP2296'2 FEET WEST OF THE SOUTHEAST FENCE POST OF THE CATTLE GUARD, AND
 CP2296'1 FOOT SOUTHWEST OF THE BARB WIRE FENCE.
 CP2296'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CP2296'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2248 ***********************************************************************
 BK2248  DESIGNATION -  L 356
 BK2248  PID         -  BK2248
 BK2248  STATE/COUNTY-  LA/CALCASIEU
 BK2248  USGS QUAD   -  LAKE CHARLES (1994)
 BK2248
 BK2248                         *CURRENT SURVEY CONTROL
 BK2248  ___________________________________________________________________
 BK2248* NAD 83(1992)-  30 13 39.04601(N)    093 10 29.42289(W)     ADJUSTED  
 BK2248* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BK2248  **This station is located in a subsidence area (see below).
 BK2248  ___________________________________________________________________
 BK2248  X           -    -305,469.782 (meters)                     COMP
 BK2248  Y           -  -5,507,116.688 (meters)                     COMP
 BK2248  Z           -   3,192,178.358 (meters)                     COMP
 BK2248  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK2248  ELLIP HEIGHT-         -24.08  (meters)          (02/20/02) GPS OBS
 BK2248  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2248  DYNAMIC HT  -           3.4   (meters)      11.    (feet)  COMP
 BK2248  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 BK2248
 BK2248  HORZ ORDER  -  FIRST
 BK2248  VERT ORDER  -  THIRD (See Below)
 BK2248  ELLP ORDER  -  FOURTH    CLASS I
 BK2248
 BK2248.The horizontal coordinates were established by GPS observations
 BK2248.and adjusted by the National Geodetic Survey in January 1995..
 BK2248
 BK2248 ** The orthometric height has not been validated since last determined
 BK2248 ** by differential leveling and should not be used for control purposes.
 BK2248 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2248 ** area with valid NAVD 88 orthometric heights.
 BK2248 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2248 ** epoch indicated which incorporates improved geoid heights for the
 BK2248 ** Southern Louisiana Subsidence area.
 BK2248 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2248.The orthometric height was scaled from a topographic map.
 BK2248.The vertical order pertains to the first NAVD 88 superseded value.
 BK2248
 BK2248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2248
 BK2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2248
 BK2248.The ellipsoidal height was determined by GPS observations
 BK2248.and is referenced to NAD 83.
 BK2248
 BK2248.The geoid height was determined by GEOID03.
 BK2248
 BK2248.The dynamic height is computed by dividing the NAVD 88
 BK2248.geopotential number by the normal gravity value computed on the
 BK2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2248.degrees latitude (g = 980.6199 gals.).
 BK2248
 BK2248.The modeled gravity was interpolated from observed gravity values.
 BK2248
 BK2248;                    North         East     Units Scale Factor Converg.
 BK2248;SPC LA S     -   192,909.707   822,746.009   MT  0.99993354   -0 55 14.8
 BK2248;SPC LA S     -   632,904.60  2,699,292.53   sFT  0.99993354   -0 55 14.8
 BK2248;UTM  15      - 3,344,008.972   483,175.701   MT  0.99960349   -0 05 16.9
 BK2248
 BK2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2248!SPC LA S     -   1.00000378  x   0.99993354  =   0.99993732
 BK2248!UTM  15      -   1.00000378  x   0.99960349  =   0.99960727
 BK2248
 BK2248                          SUPERSEDED SURVEY CONTROL
 BK2248
 BK2248  ELLIP H (01/13/95)  -24.00   (m)                       GP(       ) 3 2
 BK2248  NAD 83(1992)-  30 13 39.04681(N)    093 10 29.42639(W) AD(       ) 1
 BK2248  ELLIP H (01/21/93)  -24.09   (m)                       GP(       ) 4 2
 BK2248  NAD 83(1986)-  30 13 39.06853(N)    093 10 29.41800(W) AD(       ) 1
 BK2248  NAVD 88 (06/15/91)    3.364  (m)           11.04   (f) UNKNOWN     1 2
 BK2248  NGVD 29 (??/??/??)    3.343  (m)           10.97   (f) ADJUSTED    1 2
 BK2248
 BK2248.Superseded values are not recommended for survey control.
 BK2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2248.See file dsdata.txt to determine how the superseded data were derived.
 BK2248
 BK2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8317644009(NAD 83)
 BK2248_MARKER: DV = VERTICAL CONTROL DISK
 BK2248_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2248_SP_SET: SET IN CURB AT BRIDGE ABUTMENT
 BK2248_STAMPING: L 356 1981
 BK2248_MARK LOGO: NGS   
 BK2248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2248+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 BK2248
 BK2248  HISTORY     - Date     Condition        Report By
 BK2248  HISTORY     - 1981     MONUMENTED       NGS
 BK2248  HISTORY     - 1986     GOOD             NGS
 BK2248  HISTORY     - 1987     GOOD             NGS
 BK2248  HISTORY     - 1988     GOOD             USPSQD
 BK2248  HISTORY     - 19910107 GOOD             VFM
 BK2248  HISTORY     - 19970208 GOOD             USPSQD
 BK2248  HISTORY     - 20020215 GOOD             NGS
 BK2248  HISTORY     - 20040329 GOOD             LADTD
 BK2248
 BK2248                          STATION DESCRIPTION
 BK2248
 BK2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2248'IN LAKE CHARLES.
 BK2248'IN LAKE CHARLES, 4.1 KILOMETER (2.5 MILES) EAST ALONG BROAD STREET
 BK2248'FROM THE CALCASIEU RESOURCE CENTER, LOCATED AT THE JUNCTION OF HODGES
 BK2248'STREET, IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE BRIDGE
 BK2248'OVER KAYOUCHE COULEE, 0.64 KILOMETER (0.4 MILE) WEST OF THE INTERSTATE
 BK2248'HIGHWAY 210 OVERPASS, 8.38 METERS (27.5 FEET) SOUTH OF THE CENTER LINE
 BK2248'OF THE STREET, 0.24 METER (0.8 FOOT) WEST-NORTHWEST OF THE WEST END OF
 BK2248'THE SOUTH RETAINING WALL, 0.95 METER (3.1 FEET) NORTHEAST OF THE
 BK2248'SOUTHWEST EDGE OF THE HEADWALL.
 BK2248'THE MARK IS 0.15 M ABOVE STREET.
 BK2248
 BK2248                          STATION RECOVERY (1986)
 BK2248
 BK2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2248'RECOVERED IN GOOD CONDITION.
 BK2248
 BK2248                          STATION RECOVERY (1987)
 BK2248
 BK2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 BK2248'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF DOWNTOWN LAKE
 BK2248'CHARLES,
 BK2248'0.6 KM (0.4 MI) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 210 AND
 BK2248'U.S. HIGHWAY 90 BUSINESS, ALONG HIGHWAY 90 BUSINESS, IN A BRIDGE
 BK2248'CURB OVER KAYOUCHEE COULEE.
 BK2248'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK2248'
 BK2248'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK2248'AND U.S. HIGHWAY 90 BUSINESS (ON THE EAST SIDE OF LAKE CHARLES), GO
 BK2248'WEST FOR 31 METERS (100 FT) TO THE AZIMUTH MARK ON THE RIGHT, IN A
 BK2248'CONCRETE TRAFFIC TRIANGLE.
 BK2248'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.57 KM (0.35 MI) ON
 BK2248'HIGHWAY 90 TO THE MARK ON THE LEFT AT THE SOUTHWEST BRIDGE ABUTMENT.
 BK2248'
 BK2248'THE STATION IS A STANDARD NGS DISK
 BK2248'STAMPED---L 356 1981---,
 BK2248'SET INTO A DRILL HOLE IN THE CURB AT THE BRIDGE ABUTMENT.
 BK2248'1 METERS (3.5 FT) NORTHEAST FROM THE END OF THE BANNISTER,
 BK2248'0.6 METERS (2 FT) SOUTH FROM THE CURB EDGE,
 BK2248'0.1 METERS (0.3 FT) NORTH FROM THE BANNISTER AND
 BK2248'0.2 METERS (0.7 FT) WEST FROM A JOINT IN THE CONCRETE.
 BK2248'
 BK2248'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK2248'STAMPED---L 356 AZ MK 1987---,
 BK2248'SET INTO A DRILL HOLE IN THE TRAFFIC ISLAND THAT SEPARATES THE
 BK2248'ENTRANCE RAMPS TO THE INTERSTATE HIGHWAY.
 BK2248'31.3 METERS (102.5 FT) WEST FROM THE WEST SUPPORT PILLAR OF THE
 BK2248'BRIDGE,
 BK2248'6.4 METERS (21 FT) NORTH FROM THE CENTER OF THE WESTBOUND LANES OF
 BK2248'HIGHWAY 90 BUSINESS,
 BK2248'4.3 METERS (14 FT) WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF THE
 BK2248'ISLAND,
 BK2248'2.6 METERS (8.5 FT) NORTH FROM THE CENTER OF A DRAIN GRATE IN THE
 BK2248'ROADWAY AND
 BK2248'13.3 METERS (43.5 FT) EAST FROM A METAL POST SUPPORTING HIGHWAY
 BK2248'DESIGNATIONS.
 BK2248'TO REACH THE AZIMUTH FROM THE STATION,
 BK2248'GO EAST FOR 0.57 KM (0.35 MI) ON HIGHWAY 90 BUSINESS TO THE MARK ON
 BK2248'THE LEFT IN A CONCRETE TRAFFIC TRIANGLE.
 BK2248
 BK2248                          STATION RECOVERY (1988)
 BK2248
 BK2248'RECOVERY NOTE BY US POWER SQUADRON 1988 (TNC)
 BK2248'RECOVERED IN GOOD CONDITION.
 BK2248
 BK2248                          STATION RECOVERY (1991)
 BK2248
 BK2248'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK2248'RECOVERED AS DESCRIBED
 BK2248
 BK2248                          STATION RECOVERY (1997)
 BK2248
 BK2248'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2248'RECOVERED IN GOOD CONDITION.
 BK2248
 BK2248                          STATION RECOVERY (2002)
 BK2248
 BK2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BK2248'RECOVERED IN GOOD CONDITION.
 BK2248
 BK2248                          STATION RECOVERY (2004)
 BK2248
 BK2248'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BK2248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3306 ***********************************************************************
 BK3306  DESIGNATION -  L 356 AZ MK
 BK3306  PID         -  BK3306
 BK3306  STATE/COUNTY-  LA/CALCASIEU
 BK3306  USGS QUAD   -  LAKE CHARLES (1994)
 BK3306
 BK3306                         *CURRENT SURVEY CONTROL
 BK3306  ___________________________________________________________________
 BK3306* NAD 83(1992)-  30 13 39.75242(N)    093 10 08.08620(W)     ADJUSTED  
 BK3306* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 BK3306  **This station is located in a subsidence area (see below).
 BK3306  ___________________________________________________________________
 BK3306  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BK3306  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3306
 BK3306  HORZ ORDER  -  SECOND
 BK3306
 BK3306.The horizontal coordinates were established by classical geodetic methods
 BK3306.and adjusted by the National Geodetic Survey in January 1993..
 BK3306.No horizontal observational check was made to the station.
 BK3306
 BK3306 ** The orthometric height has not been validated since last determined
 BK3306 ** by differential leveling and should not be used for control purposes.
 BK3306 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3306 ** area with valid NAVD 88 orthometric heights.
 BK3306 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3306 ** epoch indicated which incorporates improved geoid heights for the
 BK3306 ** Southern Louisiana Subsidence area.
 BK3306 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3306
 BK3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3306
 BK3306.The geoid height was determined by GEOID03.
 BK3306
 BK3306;                    North         East     Units Scale Factor Converg.
 BK3306;SPC LA S     -   192,922.303   823,316.797   MT  0.99993355   -0 55 04.1
 BK3306;SPC LA S     -   632,945.92  2,701,165.19   sFT  0.99993355   -0 55 04.1
 BK3306;UTM  15      - 3,344,029.854   483,746.058   MT  0.99960326   -0 05 06.1
 BK3306
 BK3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3306!SPC LA S     -   1.00000388  x   0.99993355  =   0.99993743
 BK3306!UTM  15      -   1.00000388  x   0.99960326  =   0.99960714
 BK3306
 BK3306                          SUPERSEDED SURVEY CONTROL
 BK3306
 BK3306  NAD 83(1986)-  30 13 39.77417(N)    093 10 08.07781(W) AD(       ) 2
 BK3306  NGVD 29 (05/20/88)    3.     (m)           10.     (f) VERT ANG       
 BK3306
 BK3306.Superseded values are not recommended for survey control.
 BK3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3306.See file dsdata.txt to determine how the superseded data were derived.
 BK3306
 BK3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8374644030(NAD 83)
 BK3306_MARKER: DZ = AZIMUTH MARK DISK
 BK3306_SETTING: 0 = UNSPECIFIED SETTING
 BK3306_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3306+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 BK3306
 BK3306  HISTORY     - Date     Condition        Report By
 BK3306  HISTORY     - 1987     MONUMENTED       LADTD
 BK3306  HISTORY     - 19970208 GOOD             USPSQD
 BK3306  HISTORY     - 20021102 GOOD             USPSQD
 BK3306  HISTORY     - 20040329 GOOD             LADTD
 BK3306  HISTORY     - 20060124 GOOD             USPSQD
 BK3306
 BK3306                          STATION DESCRIPTION
 BK3306
 BK3306'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3306'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF DOWNTOWN LAKE
 BK3306'CHARLES,
 BK3306'0.6 KM (0.4 MI) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 210 AND
 BK3306'U.S. HIGHWAY 90 BUSINESS IN A TRAFFIC TRIANGLE.
 BK3306'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3306'
 BK3306'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3306'AND U.S. HIGHWAY 90 BUSINESS ON THE EAST SIDE OF LAKE CHARLES, GO
 BK3306'WEST FOR 31 METERS (100 FT) ON HIGHWAY 90 BUSINESS TO THE MARK ON
 BK3306'THE RIGHT IN THE CONCTETE TRAFFIC TRIANGLE.
 BK3306'
 BK3306'THE STATION IS A STANDARD NGS DISK
 BK3306'STAMPED---L 356 AZ MK 1987---,
 BK3306'SET INTO A DRILL HOLE IN THE TRAFFIC ISLAND.
 BK3306'31.3 METERS (102.7 FT) WEST FROM THE WEST SUPPORT PILLAR OF THE
 BK3306'BRIDGE,
 BK3306'13.3 METERS (43.6 FT) EAST FROM A METAL POST SUPPORTING HIGHWAY
 BK3306'DESIGNATIONS,
 BK3306'6.4 METERS (21 FT) NORTH FROM THE CENTER OF THE WESTBOUND LANES OF
 BK3306'HIGHWAY 90 BUSINESS,
 BK3306'4.3 METERS (14.1 FT) WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF
 BK3306'THE ISLAND AND
 BK3306'2.6 METERS (8.5 FT) NORTH FROM THE CENTER OF A DRAIN GRATE IN THE
 BK3306'ROADWAY.
 BK3306
 BK3306                          STATION RECOVERY (1997)
 BK3306
 BK3306'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3306'RECOVERED IN GOOD CONDITION.
 BK3306
 BK3306                          STATION RECOVERY (2002)
 BK3306
 BK3306'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK3306'RECOVERED IN GOOD CONDITION.
 BK3306
 BK3306                          STATION RECOVERY (2004)
 BK3306
 BK3306'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BK3306'RECOVERED IN GOOD CONDITION.
 BK3306
 BK3306                          STATION RECOVERY (2006)
 BK3306
 BK3306'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2116 ***********************************************************************
 AU2116  DESIGNATION -  L 368
 AU2116  PID         -  AU2116
 AU2116  STATE/COUNTY-  LA/JEFFERSON
 AU2116  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2116
 AU2116                         *CURRENT SURVEY CONTROL
 AU2116  ___________________________________________________________________
 AU2116* NAD 83(1992)-  29 53 43.11306(N)    090 09 41.95600(W)     ADJUSTED  
 AU2116* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2116  **This station is located in a subsidence area (see below).
 AU2116  ___________________________________________________________________
 AU2116  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU2116  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AU2116  DYNAMIC HT  -           1.7   (meters)       6.    (feet)  COMP
 AU2116  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 AU2116  OBS GRAVITY -     979,308.9   (mgal)                       GRAV_OBS
 AU2116
 AU2116  HORZ ORDER  -  SECOND
 AU2116  VERT ORDER  -  THIRD (See Below)
 AU2116
 AU2116.The horizontal coordinates were established by classical geodetic methods
 AU2116.and adjusted by the National Geodetic Survey in January 1993..
 AU2116.No horizontal observational check was made to the station.
 AU2116
 AU2116 ** The orthometric height has not been validated since last determined
 AU2116 ** by differential leveling and should not be used for control purposes.
 AU2116 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2116 ** area with valid NAVD 88 orthometric heights.
 AU2116 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2116 ** epoch indicated which incorporates improved geoid heights for the
 AU2116 ** Southern Louisiana Subsidence area.
 AU2116 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2116.The orthometric height was scaled from a topographic map.
 AU2116.The vertical order pertains to the first NAVD 88 superseded value.
 AU2116
 AU2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2116
 AU2116.The geoid height was determined by GEOID03.
 AU2116
 AU2116.The dynamic height is computed by dividing the NAVD 88
 AU2116.geopotential number by the normal gravity value computed on the
 AU2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2116.degrees latitude (g = 980.6199 gals.).
 AU2116
 AU2116.The modeled gravity was interpolated from observed gravity values.
 AU2116.The observed gravity was obtained from relative gravimeter ties
 AU2116.to the IGSN71 gravity network.
 AU2116
 AU2116;                    North         East     Units Scale Factor Converg.
 AU2116;SPC LA S     -   155,240.664 1,113,159.226   MT  0.99992743   +0 35 09.1
 AU2116;SPC LA S     -   509,318.75  3,652,089.89   sFT  0.99992743   +0 35 09.1
 AU2116;UTM  15      - 3,310,570.426   774,095.557   MT  1.00052704   +1 24 56.0
 AU2116
 AU2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2116!SPC LA S     -   1.00000380  x   0.99992743  =   0.99993123
 AU2116!UTM  15      -   1.00000380  x   1.00052704  =   1.00053084
 AU2116
 AU2116                          SUPERSEDED SURVEY CONTROL
 AU2116
 AU2116  NAD 83(1986)-  29 53 43.12914(N)    090 09 41.95643(W) AD(       ) 2
 AU2116  NAD 27      -  29 53 42.38887(N)    090 09 41.68637(W) AD(       ) 2
 AU2116  NAVD 88 (06/15/91)    1.765  (m)            5.79   (f) UNKNOWN     1 2
 AU2116  NGVD 29 (??/??/??)    1.800  (m)            5.91   (f) ADJUSTED    1 2
 AU2116
 AU2116.Superseded values are not recommended for survey control.
 AU2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2116.See file dsdata.txt to determine how the superseded data were derived.
 AU2116
 AU2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7409610570(NAD 83)
 AU2116_MARKER: DB = BENCH MARK DISK
 AU2116_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU2116_SP_SET: CURBING OF LARGE CONCRETE BRID
 AU2116_STAMPING: L 368 1984
 AU2116_MARK LOGO: NGS   
 AU2116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2116
 AU2116  HISTORY     - Date     Condition        Report By
 AU2116  HISTORY     - 1984     MONUMENTED       NGS
 AU2116  HISTORY     - 1984     GOOD             LA-051
 AU2116  HISTORY     - 1987     GOOD             NGS
 AU2116
 AU2116                          STATION DESCRIPTION
 AU2116
 AU2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2116'5.5 KM (3.45 MI) SE FROM AVONDALE.
 AU2116'1.8 KM (1.15 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AU2116'AVONDALE GARDEN ROAD IN AVONDALE, THENCE 3.7 KM (2.3 MI) SOUTHEAST
 AU2116'ALONG LA PALCO BOULEVARD TO THE MARK SET IN THE TOP OF THE CURBING IN
 AU2116'THE WEST END OF A LARGE BRIDGE OVER BAYOU SEGNETTE, 4.88 METERS
 AU2116'(16.0 FT) SOUTH OF THE CENTERLINE OF THE BOULEVARD, 0.9 METER (3.0 FT)
 AU2116'EAST OF THE WEST END OF THE CURBING AND 0.6 METER (2.0 FT) SOUTH OF
 AU2116'THE NORTH FACE OF THE SOUTH CURBING.
 AU2116'THE MARK IS 0.30 M ABOVE CENTER OF BRIDGE.
 AU2116
 AU2116                          STATION RECOVERY (1984)
 AU2116
 AU2116'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2116'RECOVERED IN GOOD CONDITION.
 AU2116
 AU2116                          STATION RECOVERY (1987)
 AU2116
 AU2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (TLH)
 AU2116'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 AU2116'EAST-SOUTHEAST OF AVONDALE,
 AU2116'2.5 KM (1.5 MI) SOUTHWEST OF WESTWEGO ON LAPALCO BOULEVARD AT THE
 AU2116'FOOT OF THE BRIDGE OVER BAYOU SEGNETTE.
 AU2116'OWNERSHIP--JEFFERSON PARISH, PRESIDENTS OFFICE, C O ROSS W.
 AU2116'KETCHUM, DIRECTOR, 3300 NORTH CAUSWAY BOULEVARD, METARIE,
 AU2116'LOUISIANA. PHONE 504-834-7810.
 AU2116'
 AU2116'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 AND
 AU2116'AVONDALE GARDEN ROAD IN AVONDALE GO EAST FOR
 AU2116'1.88 KM (1.2 MI) ON HIGHWAY 90 TO LAPALCO BOULEVARD ON THE RIGHT.
 AU2116'TURN RIGHT AND GO SOUTH FOR 3.58 KM (2.25 MI) ON LAPALCO BOULEVARD
 AU2116'TO THE NORTH END OF THE BRIDGE OVER BAYOU SEGNETTE AND THE MARK SET
 AU2116'IN THE NORTHWEST FOOT OF THE BRIDGE.
 AU2116'
 AU2116'THE STATION IS A STANDARD NGS DISK
 AU2116'STAMPED---L 368 1984---,
 AU2116'SET INTO A DRILL HOLE IN THE NORTHWEST FOOTING OF THE BRIDGE.
 AU2116'0.9 METERS (3 FT) SOUTHEAST FROM THE NORTHEAST END OF SIDEWALK,
 AU2116'0.6 METERS (2 FT) SOUTHWEST FROM THE CURB AND
 AU2116'0.3 METERS (1 FT) NORTHEAST FROM THE CONCRETE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1397 ***********************************************************************
 CQ1397  DESIGNATION -  L 37
 CQ1397  PID         -  CQ1397
 CQ1397  STATE/COUNTY-  LA/WEBSTER
 CQ1397  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1397
 CQ1397                         *CURRENT SURVEY CONTROL
 CQ1397  ___________________________________________________________________
 CQ1397* NAD 83(1986)-  32 34 07.     (N)    093 17 28.     (W)     SCALED    
 CQ1397* NAVD 88     -        59.882  (meters)     196.46   (feet)  ADJUSTED  
 CQ1397  ___________________________________________________________________
 CQ1397  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1397  DYNAMIC HT  -          59.815 (meters)     196.24  (feet)  COMP
 CQ1397  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 CQ1397
 CQ1397  VERT ORDER  -  SECOND    CLASS 0
 CQ1397
 CQ1397.The horizontal coordinates were scaled from a topographic map and have
 CQ1397.an estimated accuracy of +/- 6 seconds.
 CQ1397
 CQ1397.The orthometric height was determined by differential leveling
 CQ1397.and adjusted by the National Geodetic Survey in June 1991..
 CQ1397
 CQ1397.The geoid height was determined by GEOID03.
 CQ1397
 CQ1397.The dynamic height is computed by dividing the NAVD 88
 CQ1397.geopotential number by the normal gravity value computed on the
 CQ1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1397.degrees latitude (g = 980.6199 gals.).
 CQ1397
 CQ1397.The modeled gravity was interpolated from observed gravity values.
 CQ1397
 CQ1397;                    North         East    Units  Estimated Accuracy
 CQ1397;SPC LA N     -   229,630.      925,710.      MT  (+/- 180 meters Scaled)
 CQ1397
 CQ1397                          SUPERSEDED SURVEY CONTROL
 CQ1397
 CQ1397  NGVD 29 (??/??/??)   59.938  (m)          196.65   (f) ADJUSTED    2 0
 CQ1397
 CQ1397.Superseded values are not recommended for survey control.
 CQ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1397.See file dsdata.txt to determine how the superseded data were derived.
 CQ1397
 CQ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS726035(NAD 83)
 CQ1397_MARKER: DB = BENCH MARK DISK
 CQ1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1397_STAMPING: L 37 1934
 CQ1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1397+STABILITY: SURFACE MOTION
 CQ1397
 CQ1397  HISTORY     - Date     Condition        Report By
 CQ1397  HISTORY     - 1934     MONUMENTED       CGS
 CQ1397  HISTORY     - 1938     GOOD             CGS
 CQ1397  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ1397  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ1397
 CQ1397                          STATION DESCRIPTION
 CQ1397
 CQ1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1397'2.0 MI N FROM SIBLEY.
 CQ1397'ABOUT 2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1397'SIBLEY, WEBSTER PARISH, ABOUT 249 YARDS SOUTH OF MILEPOST 81, AT A
 CQ1397'ROAD CROSSING, ABOUT 196 YARDS SOUTH OF AN OLD CHURCH, 28 FEET EAST OF
 CQ1397'THE TRACK, AND 26 FEET SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED L
 CQ1397'37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1397
 CQ1397                          STATION RECOVERY (1938)
 CQ1397
 CQ1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 CQ1397'RECOVERED IN GOOD CONDITION.
 CQ1397
 CQ1397                          STATION RECOVERY (1978)
 CQ1397
 CQ1397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ1397'MARK NOT FOUND.
 CQ1397
 CQ1397                          STATION RECOVERY (1997)
 CQ1397
 CQ1397'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0735 ***********************************************************************
 AT0735  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0735  DESIGNATION -  L 370
 AT0735  PID         -  AT0735
 AT0735  STATE/COUNTY-  LA/PLAQUEMINES
 AT0735  USGS QUAD   -  VENICE (1993)
 AT0735
 AT0735                         *CURRENT SURVEY CONTROL
 AT0735  ___________________________________________________________________
 AT0735* NAD 83(1992)-  29 17 39.56944(N)    089 22 19.34286(W)     ADJUSTED  
 AT0735* NAVD 88     -        -1.72 **(meters)      -5.6  **(feet)  GPS OBS(2004.65)
 AT0735  **This station is located in a subsidence area (see below).
 AT0735  ___________________________________________________________________
 AT0735  X           -      61,012.159 (meters)                     COMP
 AT0735  Y           -  -5,566,592.544 (meters)                     COMP
 AT0735  Z           -   3,102,380.098 (meters)                     COMP
 AT0735  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AT0735  ELLIP HEIGHT-         -25.71  (meters)          (05/09/05) GPS OBS
 AT0735  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AT0735  DYNAMIC HT  -          -1.72  (meters)      -5.6   (feet)  COMP
 AT0735  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 AT0735
 AT0735  HORZ ORDER  -  B
 AT0735  VERT ORDER  -  THIRD (See Below)
 AT0735  ELLP ORDER  -  FOURTH    CLASS II
 AT0735
 AT0735.The horizontal coordinates were established by GPS observations
 AT0735.and adjusted by the National Geodetic Survey in May 2005..
 AT0735
 AT0735 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0735 ** and geoid heights are valid at the date of observation. These heights
 AT0735 ** must always be validated when used as control.
 AT0735 ** The orthometric height was determined by GPS observations using
 AT0735 ** precise GPS observation and processing techniques and a new
 AT0735 ** realization of GEOID03. It supersedes the leveled height previously
 AT0735 ** determined for this station.
 AT0735 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0735 ** epoch indicated which incorporates improved geoid heights for the
 AT0735 ** Southern Louisiana Subsidence area.
 AT0735 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0735.The orthometric height was determined by GPS observations and a
 AT0735.high-resolution geoid model using precise GPS observation and
 AT0735.processing techniques. It supersedes the leveled height previously
 AT0735.determined for this station.
 AT0735.WARNING-GPS observations at this control monument resulted in a GPS
 AT0735.derived orthometric height which differed from the leveled height by
 AT0735.more than one decimeter (0.1 meter).
 AT0735.The vertical order pertains to the first NAVD 88 superseded value.
 AT0735
 AT0735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0735
 AT0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0735
 AT0735.The ellipsoidal height was determined by GPS observations
 AT0735.and is referenced to NAD 83.
 AT0735
 AT0735.The geoid height was determined by GEOID03.
 AT0735
 AT0735.The dynamic height is computed by dividing the NAVD 88
 AT0735.geopotential number by the normal gravity value computed on the
 AT0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0735.degrees latitude (g = 980.6199 gals.).
 AT0735
 AT0735.The modeled gravity was interpolated from observed gravity values.
 AT0735
 AT0735;                    North         East     Units Scale Factor Converg.
 AT0735;SPC LA S     -    89,679.402 1,190,553.345   MT  1.00000121   +0 58 50.4
 AT0735;SPC LA S     -   294,223.17  3,906,007.10   sFT  1.00000121   +0 58 50.4
 AT0735;UTM  16      - 3,242,929.574   269,586.476   MT  1.00025515   -1 09 40.1
 AT0735
 AT0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0735!SPC LA S     -   1.00000404  x   1.00000121  =   1.00000525
 AT0735!UTM  16      -   1.00000404  x   1.00025515  =   1.00025919
 AT0735
 AT0735                          SUPERSEDED SURVEY CONTROL
 AT0735
 AT0735  NAVD 88 (02/14/94)   -1.686  (m)           -5.53   (f) READJUSTED  3  
 AT0735  NAVD 88 (06/15/91)   -1.630  (m)           -5.35   (f) UNKNOWN     1 2
 AT0735  NGVD 29 (??/??/??)   -1.606  (m)           -5.27   (f) ADJUSTED    1 2
 AT0735
 AT0735.Superseded values are not recommended for survey control.
 AT0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0735.See file dsdata.txt to determine how the superseded data were derived.
 AT0735
 AT0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6958642930(NAD 83)
 AT0735_MARKER: I = METAL ROD
 AT0735_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0735+WITH SETTING: INFORMATION.
 AT0735_SP_SET: STAINLESS STEEL ROD
 AT0735_STAMPING: L 370 1984
 AT0735_MARK LOGO: NGS   
 AT0735_PROJECTION: FLUSH
 AT0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0735+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 AT0735_ROD/PIPE-DEPTH: 32.3 meters
 AT0735
 AT0735  HISTORY     - Date     Condition        Report By
 AT0735  HISTORY     - 1984     MONUMENTED       NGS
 AT0735  HISTORY     - 20031204 GOOD             3001
 AT0735
 AT0735                          STATION DESCRIPTION
 AT0735
 AT0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0735'1.6 KM (1.0 MI) NW FROM VENICE.
 AT0735'1.6 KM (1.0 MI) NORTHWEST ALONG STATE ROUTE 23 FROM THE POST OFFICE IN
 AT0735'VENICE, 30.18 METERS (99.0 FT) SOUTHEAST OF MILEPOST 2, ACROSS ROUTE
 AT0735'23 FROM A HELIPORT, 15.24 METERS (50.0 FT) SOUTHWEST OF THE CENTERLINE
 AT0735'OF ROUTE 23 AND 0.76 METERS (2.5 FT) NORTHWEST OF A POWER LINE POLE.
 AT0735'THE MARK IS 0.40 METERS  NW FROM A WITNESS POST.
 AT0735
 AT0735                          STATION RECOVERY (2003)
 AT0735
 AT0735'RECOVERY NOTE BY 3001, INC 2003 (KC)
 AT0735'THE STATION IS LOCATED IN NORTHERN VENICE, 2 MILES NORTH OF THE TOWN
 AT0735'OF VENICE, 4.5 MILES  SOUTHEAST OF BOOTHVILLE.   OWNERSHIP- ROW    TO
 AT0735'REACH THE STATION FROM THE INTERSECTION OF POST OFFICE IN VENICE AND
 AT0735'HWY 23 GO  NORTH WEST ON HWY 23 FOR 1.0 MILES TO A SMALL HELIPORT  ON
 AT0735'RIGHT AND MARK ON LEFT SOUTHWEST OF HWY 23.    THE STATION IS 49'
 AT0735'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 2.6' NORTHWEST
 AT0735'OF A POWER POLE WITH YELLOW TELEPHONE SIGN NAILED TO IT,  1' NORTHEAST
 AT0735'OF AN OLD HOG WIRE FENCE, 62' SOUTHWEST OF MILE MARK 2. STATION IS A
 AT0735'STAINLESS ROD DRIVEN 32.3 METERS W/O SLEEVE STAMPED L370 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3695 ***********************************************************************
 BJ3695  DESIGNATION -  L 378
 BJ3695  PID         -  BJ3695
 BJ3695  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ3695  USGS QUAD   -  WALLS (1994)
 BJ3695
 BJ3695                         *CURRENT SURVEY CONTROL
 BJ3695  ___________________________________________________________________
 BJ3695* NAD 83(1986)-  30 30 11.     (N)    091 19 02.     (W)     SCALED    
 BJ3695* NAVD 88     -         7.214  (meters)      23.67   (feet)  ADJUSTED  
 BJ3695  ___________________________________________________________________
 BJ3695  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3695  DYNAMIC HT  -           7.204 (meters)      23.64  (feet)  COMP
 BJ3695  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3695
 BJ3695  VERT ORDER  -  FIRST     CLASS II
 BJ3695
 BJ3695.The horizontal coordinates were scaled from a topographic map and have
 BJ3695.an estimated accuracy of +/- 6 seconds.
 BJ3695
 BJ3695.The orthometric height was determined by differential leveling
 BJ3695.and adjusted by the National Geodetic Survey in February 1994..
 BJ3695
 BJ3695.The geoid height was determined by GEOID03.
 BJ3695
 BJ3695.The dynamic height is computed by dividing the NAVD 88
 BJ3695.geopotential number by the normal gravity value computed on the
 BJ3695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3695.degrees latitude (g = 980.6199 gals.).
 BJ3695
 BJ3695.The modeled gravity was interpolated from observed gravity values.
 BJ3695
 BJ3695;                    North         East    Units  Estimated Accuracy
 BJ3695;SPC LA S     -   222,030.    1,001,550.      MT  (+/- 180 meters Scaled)
 BJ3695
 BJ3695                          SUPERSEDED SURVEY CONTROL
 BJ3695
 BJ3695.No superseded survey control is available for this station.
 BJ3695
 BJ3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP614757(NAD 83)
 BJ3695_MARKER: I = METAL ROD
 BJ3695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3695_SP_SET: STAINLESS STEEL ROD
 BJ3695_STAMPING: L 378 1986
 BJ3695_MARK LOGO: NGS   
 BJ3695_PROJECTION: FLUSH
 BJ3695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3695_ROD/PIPE-DEPTH: 12.2 meters
 BJ3695
 BJ3695  HISTORY     - Date     Condition        Report By
 BJ3695  HISTORY     - 1986     MONUMENTED       NGS
 BJ3695
 BJ3695                          STATION DESCRIPTION
 BJ3695
 BJ3695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3695'9.3 KM (5.8 MI) SE FROM ERWINVILLE.
 BJ3695'9.3 KM (5.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3695'STATE HIGHWAY 413 IN ERWINVILLE TO THE MARK ON THE LEFT ACROSS THE
 BJ3695'HIGHWAY FROM THE JUNCTION OF SOUTH WINTERVILLE ROAD.  IT IS 14.33
 BJ3695'METERS (47.0 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE OF
 BJ3695'THE HIGHWAY AND 1.22 METERS (4.0 FT) NORTHWEST OF A UTILITY POLE
 BJ3695'SUPPORTING A SET OF CAUTION LIGHTS.  NOTE--ACCESS TO DATUM POINT IS
 BJ3695'HAD THROUGH A 5-INCH LOGO CAP.
 BJ3695'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1631 ***********************************************************************
 CQ1631  DESIGNATION -  L 38
 CQ1631  PID         -  CQ1631
 CQ1631  STATE/COUNTY-  LA/BIENVILLE
 CQ1631  USGS QUAD   -  ASHLAND (1986)
 CQ1631
 CQ1631                         *CURRENT SURVEY CONTROL
 CQ1631  ___________________________________________________________________
 CQ1631* NAD 83(1986)-  32 12 28.     (N)    093 07 11.     (W)     SCALED    
 CQ1631* NAVD 88     -        74.21   (+/-2cm)     243.5    (feet)  VERTCON   
 CQ1631  ___________________________________________________________________
 CQ1631  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1631
 CQ1631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1631
 CQ1631.The horizontal coordinates were scaled from a topographic map and have
 CQ1631.an estimated accuracy of +/- 6 seconds.
 CQ1631
 CQ1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1631.The vertical order pertains to the NGVD 29 superseded value.
 CQ1631
 CQ1631.The geoid height was determined by GEOID03.
 CQ1631
 CQ1631;                    North         East    Units  Estimated Accuracy
 CQ1631;SPC LA N     -   189,520.      941,580.      MT  (+/- 180 meters Scaled)
 CQ1631
 CQ1631                          SUPERSEDED SURVEY CONTROL
 CQ1631
 CQ1631  NGVD 29 (??/??/??)   74.263  (m)          243.64   (f) ADJUSTED    2 0
 CQ1631
 CQ1631.Superseded values are not recommended for survey control.
 CQ1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1631.See file dsdata.txt to determine how the superseded data were derived.
 CQ1631
 CQ1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR887634(NAD 83)
 CQ1631_MARKER: DB = BENCH MARK DISK
 CQ1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1631_STAMPING: L 38 1934
 CQ1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1631+STABILITY: SURFACE MOTION
 CQ1631
 CQ1631  HISTORY     - Date     Condition        Report By
 CQ1631  HISTORY     - 1934     MONUMENTED       CGS
 CQ1631  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1631  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1631
 CQ1631                          STATION DESCRIPTION
 CQ1631
 CQ1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1631'4.2 MI S FROM CASTOR.
 CQ1631'ABOUT 4.2 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1631'THE STATION AT CASTOR, BIENVILLE PARISH, AT MILEAGEE 109.9, ABOUT 90
 CQ1631'YARDS NORTHWEST OF GUYNES STATION SIGN, AT A LOG-LOADING SWITCH TRACK,
 CQ1631'48 FEET SOUTHWEST OF POLE 2087, AND ABOUT 27 YARDS SOUTH OF THE TRACK.
 CQ1631'A STANDARD DISK, STAMPED L 38 1934 AND SET IN THE TOP OF A CONCRETE
 CQ1631'POST.  NOTE-- IT WAS REPORTED IN APRIL 1945 THAT THE POST WAS BROKEN
 CQ1631'OFF 1-1/2 FEET BELOW THE BENCH MARK.
 CQ1631
 CQ1631                          STATION RECOVERY (1957)
 CQ1631
 CQ1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1631'MARK NOT FOUND.
 CQ1631
 CQ1631                          STATION RECOVERY (1982)
 CQ1631
 CQ1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5354 ***********************************************************************
 BJ5354  DESIGNATION -  L 388
 BJ5354  PID         -  BJ5354
 BJ5354  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ5354  USGS QUAD   -  RUDDOCK (1979)
 BJ5354
 BJ5354                         *CURRENT SURVEY CONTROL
 BJ5354  ___________________________________________________________________
 BJ5354* NAD 83(1986)-  30 14 29.     (N)    090 24 21.     (W)     SCALED    
 BJ5354* NAVD 88     -         1.018  (meters)       3.34   (feet)  ADJUSTED  
 BJ5354  ___________________________________________________________________
 BJ5354  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BJ5354  DYNAMIC HT  -           1.017 (meters)       3.34  (feet)  COMP
 BJ5354  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 BJ5354
 BJ5354  VERT ORDER  -  FIRST     CLASS II
 BJ5354
 BJ5354.The horizontal coordinates were scaled from a topographic map and have
 BJ5354.an estimated accuracy of +/- 6 seconds.
 BJ5354
 BJ5354.The orthometric height was determined by differential leveling
 BJ5354.and adjusted by the National Geodetic Survey in February 1994..
 BJ5354
 BJ5354.The geoid height was determined by GEOID03.
 BJ5354
 BJ5354.The dynamic height is computed by dividing the NAVD 88
 BJ5354.geopotential number by the normal gravity value computed on the
 BJ5354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5354.degrees latitude (g = 980.6199 gals.).
 BJ5354
 BJ5354.The modeled gravity was interpolated from observed gravity values.
 BJ5354
 BJ5354;                    North         East    Units  Estimated Accuracy
 BJ5354;SPC LA S     -   193,390.    1,089,270.      MT  (+/- 180 meters Scaled)
 BJ5354
 BJ5354                          SUPERSEDED SURVEY CONTROL
 BJ5354
 BJ5354.No superseded survey control is available for this station.
 BJ5354
 BJ5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP496483(NAD 83)
 BJ5354_MARKER: I = METAL ROD
 BJ5354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ5354_SP_SET: STAINLESS STEEL ROD
 BJ5354_STAMPING: L 388 1992
 BJ5354_MARK LOGO: NGS   
 BJ5354_PROJECTION: FLUSH
 BJ5354_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ5354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5354+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BJ5354_ROD/PIPE-DEPTH: 15.3 meters
 BJ5354
 BJ5354  HISTORY     - Date     Condition        Report By
 BJ5354  HISTORY     - 1992     MONUMENTED       NGS
 BJ5354
 BJ5354                          STATION DESCRIPTION
 BJ5354
 BJ5354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BJ5354'18.3 KM (11.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ5354'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, THENCE 0.1 KM
 BJ5354'(0.05 MI) WESTERLY ALONG A GRAVELED ROAD, THENCE 4.2 KM (2.60 MI)
 BJ5354'SOUTHERLY ALONG U.S. HIGHWAY 51, 29.8 M (97.8 FT) SOUTHEAST OF THE
 BJ5354'EAST END OF A CULVERT UNDER THE HIGHWAY, 27.6 M (90.6 FT) EAST OF AND
 BJ5354'LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT)
 BJ5354'EAST-SOUTHEAST OF THE CENTER OF AN ABANDONED ROAD, 3.8 M (12.5 FT)
 BJ5354'SOUTH OF THE EXTENDED CENTER OF A CROSSOVER BETWEEN THE HIGHWAY AND
 BJ5354'THE ROAD, AND 0.5 M (1.6 FT) WEST-NORTHWEST OF A WITNESS POST.
 BJ5354'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0925 ***********************************************************************
 CQ0925  DESIGNATION -  L 39
 CQ0925  PID         -  CQ0925
 CQ0925  STATE/COUNTY-  LA/NATCHITOCHES
 CQ0925  USGS QUAD   -  GOLDONNA (1986)
 CQ0925
 CQ0925                         *CURRENT SURVEY CONTROL
 CQ0925  ___________________________________________________________________
 CQ0925* NAD 83(1986)-  32 07 23.     (N)    092 59 01.     (W)     SCALED    
 CQ0925* NAVD 88     -        57.44   (+/-2cm)     188.5    (feet)  VERTCON   
 CQ0925  ___________________________________________________________________
 CQ0925  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0925
 CQ0925  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0925
 CQ0925.The horizontal coordinates were scaled from a topographic map and have
 CQ0925.an estimated accuracy of +/- 6 seconds.
 CQ0925
 CQ0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0925.The vertical order pertains to the NGVD 29 superseded value.
 CQ0925
 CQ0925.The geoid height was determined by GEOID03.
 CQ0925
 CQ0925;                    North         East    Units  Estimated Accuracy
 CQ0925;SPC LA N     -   180,060.      954,370.      MT  (+/- 180 meters Scaled)
 CQ0925
 CQ0925                          SUPERSEDED SURVEY CONTROL
 CQ0925
 CQ0925  NGVD 29 (??/??/??)   57.484  (m)          188.60   (f) ADJUSTED    2 0
 CQ0925
 CQ0925.Superseded values are not recommended for survey control.
 CQ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0925.See file dsdata.txt to determine how the superseded data were derived.
 CQ0925
 CQ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR015540(NAD 83)
 CQ0925_MARKER: DB = BENCH MARK DISK
 CQ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0925_STAMPING: L 39 1934
 CQ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0925+STABILITY: SURFACE MOTION
 CQ0925
 CQ0925  HISTORY     - Date     Condition        Report By
 CQ0925  HISTORY     - 1934     MONUMENTED       CGS
 CQ0925  HISTORY     - 1943     POOR             CGS
 CQ0925  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0925
 CQ0925                          STATION DESCRIPTION
 CQ0925
 CQ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0925'3.0 MI S FROM SALINE.
 CQ0925'IN NATCHITOCHES PARISH, 3.0 MILES SOUTH ALONG THE LOUISIANA AND NORTH
 CQ0925'WEST RAILROAD FROM SALINE BIENVILLE PARISH, 152 YARDS NORTH OF
 CQ0925'MILEPOST 94, AT A ROAD CROSSING, 26 FEET NORTH OF THE ROAD, 41 FEET
 CQ0925'EAST OF THE CENTERLINE OF THE TRACK, AND 12 FEET NORTH OF A LOUISIANA
 CQ0925'HIGHWAY STOP SIGN.  A STANDARD DISK, STAMPED L 39 1934 AND SET IN THE
 CQ0925'TOP OF A CONCRETE POST.
 CQ0925
 CQ0925                          STATION RECOVERY (1982)
 CQ0925
 CQ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1585 ***********************************************************************
 CQ1585  DESIGNATION -  L 40
 CQ1585  PID         -  CQ1585
 CQ1585  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1585  USGS QUAD   -  MARTIN (1986)
 CQ1585
 CQ1585                         *CURRENT SURVEY CONTROL
 CQ1585  ___________________________________________________________________
 CQ1585* NAD 83(1986)-  32 05 40.     (N)    093 09 30.     (W)     SCALED    
 CQ1585* NAVD 88     -        37.12   (+/-2cm)     121.8    (feet)  VERTCON   
 CQ1585  ___________________________________________________________________
 CQ1585  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1585
 CQ1585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1585
 CQ1585.The horizontal coordinates were scaled from a topographic map and have
 CQ1585.an estimated accuracy of +/- 6 seconds.
 CQ1585
 CQ1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1585.The vertical order pertains to the NGVD 29 superseded value.
 CQ1585
 CQ1585.The geoid height was determined by GEOID03.
 CQ1585
 CQ1585;                    North         East    Units  Estimated Accuracy
 CQ1585;SPC LA N     -   176,970.      937,860.      MT  (+/- 180 meters Scaled)
 CQ1585
 CQ1585                          SUPERSEDED SURVEY CONTROL
 CQ1585
 CQ1585  NGVD 29 (??/??/??)   37.172  (m)          121.96   (f) ADJUSTED    2 0
 CQ1585
 CQ1585.Superseded values are not recommended for survey control.
 CQ1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1585.See file dsdata.txt to determine how the superseded data were derived.
 CQ1585
 CQ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR850509(NAD 83)
 CQ1585_MARKER: DB = BENCH MARK DISK
 CQ1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1585_STAMPING: L 40 1934
 CQ1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1585+STABILITY: SURFACE MOTION
 CQ1585
 CQ1585  HISTORY     - Date     Condition        Report By
 CQ1585  HISTORY     - 1934     MONUMENTED       CGS
 CQ1585  HISTORY     - 1965     GOOD             CGS
 CQ1585
 CQ1585                          STATION DESCRIPTION
 CQ1585
 CQ1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1585'5.5 MI W FROM ASHLAND.
 CQ1585'ABOUT 4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 CQ1585'STATE HIGHWAY 304 AT ASHLAND, NATCHITOCHES PARISH, ABOUT 0.3 MILE EAST
 CQ1585'OF THE BRIDGE OVER A BAYOU, ABOUT 500 FEET EAST OF A FARMHOUSE, ABOUT
 CQ1585'290 FEET WEST OF A SMALL BRIDGE, 40 FEET NORTH OF THE HIGHWAY, 40 FEET
 CQ1585'SOUTHWEST OF A 30-INCH PECAN TREE, AND IN A FENCE CORNER.  A STANDARD
 CQ1585'DISK, STAMPED L 40 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CQ1585'ST HWY 9 IS NOW ST HWY 155 AND ST HWY 304 IS NOW ST HWY 153 MARK IS 33
 CQ1585'1/2 FT. N OF THE CENTER OF ST HWY 155.  64 FT SSE OF THE SE CORNER OF
 CQ1585'A FRAME HOUSE 12.3 FT S. OF A 24-INCH PINE TREE AND THE MARK IS IN THE
 CQ1585'FRONT YARD OF THE FRAME HOUSE.
 CQ1585
 CQ1585                          STATION RECOVERY (1965)
 CQ1585
 CQ1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CQ1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1529 ***********************************************************************
 BX1529  DESIGNATION -  L 41
 BX1529  PID         -  BX1529
 BX1529  STATE/COUNTY-  LA/WINN
 BX1529  USGS QUAD   -  PACKTON (1984)
 BX1529
 BX1529                         *CURRENT SURVEY CONTROL
 BX1529  ___________________________________________________________________
 BX1529* NAD 83(1986)-  31 51 23.     (N)    092 35 27.     (W)     SCALED    
 BX1529* NAVD 88     -        58.44   (+/-2cm)     191.7    (feet)  VERTCON   
 BX1529  ___________________________________________________________________
 BX1529  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1529
 BX1529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1529
 BX1529.The horizontal coordinates were scaled from a topographic map and have
 BX1529.an estimated accuracy of +/- 6 seconds.
 BX1529
 BX1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1529.The vertical order pertains to the NGVD 29 superseded value.
 BX1529
 BX1529.The geoid height was determined by GEOID03.
 BX1529
 BX1529;                    North         East    Units  Estimated Accuracy
 BX1529;SPC LA N     -   150,390.      991,400.      MT  (+/- 180 meters Scaled)
 BX1529
 BX1529                          SUPERSEDED SURVEY CONTROL
 BX1529
 BX1529  NGVD 29 (??/??/??)   58.456  (m)          191.78   (f) ADJUSTED    2 0
 BX1529
 BX1529.Superseded values are not recommended for survey control.
 BX1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1529.See file dsdata.txt to determine how the superseded data were derived.
 BX1529
 BX1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR387245(NAD 83)
 BX1529_MARKER: DB = BENCH MARK DISK
 BX1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1529_STAMPING: L 41 1935
 BX1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1529+STABILITY: SURFACE MOTION
 BX1529
 BX1529  HISTORY     - Date     Condition        Report By
 BX1529  HISTORY     - 1935     MONUMENTED       CGS
 BX1529
 BX1529                          STATION DESCRIPTION
 BX1529
 BX1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1529'4.3 MI N FROM PACKTON.
 BX1529'ABOUT 4.3 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 BX1529'THE STATION AT PACKTON, WINN PARISH, ABOUT 0.3 MILE NORTHWEST OF
 BX1529'MILEPOST 154, ABOUT 350 FEET NORTHWEST OF A CURVE, AT THE NORTHWEST
 BX1529'END OF A CUT, 49 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND
 BX1529'AT THE EDGE OF OAK AND PINE TIMBER.  A STANDARD DISK, STAMPED L 41
 BX1529'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1705 ***********************************************************************
 BW1705  DESIGNATION -  L 42
 BW1705  PID         -  BW1705
 BW1705  STATE/COUNTY-  LA/CATAHOULA
 BW1705  USGS QUAD   -  WALTERS (1995)
 BW1705
 BW1705                         *CURRENT SURVEY CONTROL
 BW1705  ___________________________________________________________________
 BW1705* NAD 83(1986)-  31 36 07.     (N)    091 53 18.     (W)     SCALED    
 BW1705* NAVD 88     -        17.10   (+/-2cm)      56.1    (feet)  VERTCON   
 BW1705  ___________________________________________________________________
 BW1705  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1705
 BW1705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1705
 BW1705.The horizontal coordinates were scaled from a topographic map and have
 BW1705.an estimated accuracy of +/- 6 seconds.
 BW1705
 BW1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1705.The vertical order pertains to the NGVD 29 superseded value.
 BW1705
 BW1705.The geoid height was determined by GEOID03.
 BW1705
 BW1705;                    North         East    Units  Estimated Accuracy
 BW1705;SPC LA N     -   122,340.    1,058,040.      MT  (+/- 180 meters Scaled)
 BW1705
 BW1705                          SUPERSEDED SURVEY CONTROL
 BW1705
 BW1705  NGVD 29 (??/??/92)   17.092  (m)           56.08   (f) ADJ UNCH    2 0
 BW1705
 BW1705.Superseded values are not recommended for survey control.
 BW1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1705.See file dsdata.txt to determine how the superseded data were derived.
 BW1705
 BW1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ054968(NAD 83)
 BW1705_MARKER: DD = SURVEY DISK
 BW1705_SETTING: 0 = UNSPECIFIED SETTING
 BW1705_STAMPING: L 42 1935
 BW1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1705
 BW1705  HISTORY     - Date     Condition        Report By
 BW1705  HISTORY     - UNK      MONUMENTED       CGS
 BW1705  HISTORY     - 1935     GOOD             NGS
 BW1705  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1705
 BW1705                          STATION DESCRIPTION
 BW1705
 BW1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1705'4.5 MI W FROM JONESVILLE.
 BW1705'4.5 MI W OF STATION ALONG THE L AND A R R.  MARK AT UTILITY.  88 FEET
 BW1705'N OF CENTER OF TRACK.  70 FEET S OF S END OF POSTOFFICE BUILDING. 114
 BW1705'FEET N OF R R STATION.
 BW1705
 BW1705                          STATION RECOVERY (1966)
 BW1705
 BW1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1272 ***********************************************************************
 BK1272  DESIGNATION -  L 44
 BK1272  PID         -  BK1272
 BK1272  STATE/COUNTY-  LA/BEAUREGARD
 BK1272  USGS QUAD   -  DERIDDER (1994)
 BK1272
 BK1272                         *CURRENT SURVEY CONTROL
 BK1272  ___________________________________________________________________
 BK1272* NAD 83(1986)-  30 48 22.     (N)    093 22 07.     (W)     SCALED    
 BK1272* NAVD 88     -        54.84   (+/-2cm)     179.9    (feet)  VERTCON   
 BK1272  ___________________________________________________________________
 BK1272  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK1272
 BK1272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1272
 BK1272.The horizontal coordinates were scaled from a topographic map and have
 BK1272.an estimated accuracy of +/- 6 seconds.
 BK1272
 BK1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1272.The vertical order pertains to the NGVD 29 superseded value.
 BK1272
 BK1272.The geoid height was determined by GEOID03.
 BK1272
 BK1272;                    North         East    Units  Estimated Accuracy
 BK1272;SPC LA S     -   257,360.      805,240.      MT  (+/- 180 meters Scaled)
 BK1272
 BK1272                          SUPERSEDED SURVEY CONTROL
 BK1272
 BK1272  NGVD 29 (??/??/??)   54.975  (m)          180.36   (f) ADJUSTED    2 0
 BK1272
 BK1272.Superseded values are not recommended for survey control.
 BK1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1272.See file dsdata.txt to determine how the superseded data were derived.
 BK1272
 BK1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ647081(NAD 83)
 BK1272_MARKER: DB = BENCH MARK DISK
 BK1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1272_STAMPING: L 44 1935
 BK1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1272+STABILITY: SURFACE MOTION
 BK1272
 BK1272  HISTORY     - Date     Condition        Report By
 BK1272  HISTORY     - 1935     MONUMENTED       CGS
 BK1272  HISTORY     - 1945     GOOD             CGS
 BK1272
 BK1272                          STATION DESCRIPTION
 BK1272
 BK1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 BK1272'5.3 MI SW FROM DE RIDDER.
 BK1272'5.3 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1272'THE STATION AT DE RIDDER, BEAUREGARD PARISH, 200 YARDS EAST OF
 BK1272'MILEPOST 33, AND 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 BK1272'STANDARD DISK, STAMPED L 44 1935 AND SET IN THE TOP OF A CONCRETE
 BK1272'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1295 ***********************************************************************
 CQ1295  DESIGNATION -  L 47
 CQ1295  PID         -  CQ1295
 CQ1295  STATE/COUNTY-  LA/BIENVILLE
 CQ1295  USGS QUAD   -  GIBSLAND (1986)
 CQ1295
 CQ1295                         *CURRENT SURVEY CONTROL
 CQ1295  ___________________________________________________________________
 CQ1295* NAD 83(1986)-  32 32 46.     (N)    093 00 56.     (W)     SCALED    
 CQ1295* NAVD 88     -        77.910  (meters)     255.61   (feet)  ADJUSTED  
 CQ1295  ___________________________________________________________________
 CQ1295  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ1295  DYNAMIC HT  -          77.823 (meters)     255.32  (feet)  COMP
 CQ1295  MODELED GRAV-     979,516.9   (mgal)                       NAVD 88
 CQ1295
 CQ1295  VERT ORDER  -  FIRST     CLASS I
 CQ1295
 CQ1295.The horizontal coordinates were scaled from a topographic map and have
 CQ1295.an estimated accuracy of +/- 6 seconds.
 CQ1295
 CQ1295.The orthometric height was determined by differential leveling
 CQ1295.and adjusted by the National Geodetic Survey in June 1991..
 CQ1295
 CQ1295.The geoid height was determined by GEOID03.
 CQ1295
 CQ1295.The dynamic height is computed by dividing the NAVD 88
 CQ1295.geopotential number by the normal gravity value computed on the
 CQ1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1295.degrees latitude (g = 980.6199 gals.).
 CQ1295
 CQ1295.The modeled gravity was interpolated from observed gravity values.
 CQ1295
 CQ1295;                    North         East    Units  Estimated Accuracy
 CQ1295;SPC LA N     -   226,980.      951,580.      MT  (+/- 180 meters Scaled)
 CQ1295
 CQ1295                          SUPERSEDED SURVEY CONTROL
 CQ1295
 CQ1295  NGVD 29 (??/??/??)   77.986  (m)          255.86   (f) ADJUSTED    1 1
 CQ1295
 CQ1295.Superseded values are not recommended for survey control.
 CQ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1295.See file dsdata.txt to determine how the superseded data were derived.
 CQ1295
 CQ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS985009(NAD 83)
 CQ1295_MARKER: DB = BENCH MARK DISK
 CQ1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1295_SP_SET: CULVERT
 CQ1295_STAMPING: L 47 1934
 CQ1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1295
 CQ1295  HISTORY     - Date     Condition        Report By
 CQ1295  HISTORY     - 1934     MONUMENTED       CGS
 CQ1295  HISTORY     - 1969     GOOD             CGS
 CQ1295
 CQ1295                          STATION DESCRIPTION
 CQ1295
 CQ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1295'2.2 MI E FROM GIBSLAND.
 CQ1295'ABOUT 0.8 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1295'STATION AT GIBSLAND, THENCE 1.4 MILES EAST ALONG U.S. HIGHWAY 80, 0.1
 CQ1295'MILE SOUTHWEST OF A BRICK HOUSE, 114 FEET NORTHEAST OF MILEPOST 125,
 CQ1295'32 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 70 FEET NORTH OF
 CQ1295'THE NORTH RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 CQ1295'HEADWALL OF A THREE-CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT
 CQ1295'20 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 2 FEET BELOW THE LEVEL
 CQ1295'OF THE HIGHWAY.  SEC 17, T 18N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0930 ***********************************************************************
 CQ0930  DESIGNATION -  L 48
 CQ0930  PID         -  CQ0930
 CQ0930  STATE/COUNTY-  LA/JACKSON
 CQ0930  USGS QUAD   -  CLAY (1994)
 CQ0930
 CQ0930                         *CURRENT SURVEY CONTROL
 CQ0930  ___________________________________________________________________
 CQ0930* NAD 83(1986)-  32 23 36.     (N)    092 41 37.     (W)     SCALED    
 CQ0930* NAVD 88     -        57.21   (+/-2cm)     187.7    (feet)  VERTCON   
 CQ0930  ___________________________________________________________________
 CQ0930  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CQ0930
 CQ0930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0930
 CQ0930.The horizontal coordinates were scaled from a topographic map and have
 CQ0930.an estimated accuracy of +/- 6 seconds.
 CQ0930
 CQ0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0930.The vertical order pertains to the NGVD 29 superseded value.
 CQ0930
 CQ0930.The geoid height was determined by GEOID03.
 CQ0930
 CQ0930;                    North         East    Units  Estimated Accuracy
 CQ0930;SPC LA N     -   209,940.      981,790.      MT  (+/- 180 meters Scaled)
 CQ0930
 CQ0930                          SUPERSEDED SURVEY CONTROL
 CQ0930
 CQ0930  NGVD 29 (??/??/??)   57.271  (m)          187.90   (f) ADJUSTED    2 0
 CQ0930
 CQ0930.Superseded values are not recommended for survey control.
 CQ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0930.See file dsdata.txt to determine how the superseded data were derived.
 CQ0930
 CQ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR288840(NAD 83)
 CQ0930_MARKER: DB = BENCH MARK DISK
 CQ0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0930_SP_SET: CULVERT
 CQ0930_STAMPING: L 48 1934
 CQ0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0930
 CQ0930  HISTORY     - Date     Condition        Report By
 CQ0930  HISTORY     - 1934     MONUMENTED       CGS
 CQ0930  HISTORY     - 1935     GOOD             CGS
 CQ0930  HISTORY     - 20040131 MARK NOT FOUND   USPSQD
 CQ0930
 CQ0930                          STATION DESCRIPTION
 CQ0930
 CQ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0930'0.2 MI S FROM ANSLEY.
 CQ0930'0.2 MILE SOUTH OF AND ALONG THE C.R.I. AND P. R.R. SET HORIZONTAL ON
 CQ0930'SOUTH END OF THE HEADWALL OF A CONCRETE CULVERT.  75 YARDS NORTH OF
 CQ0930'MILEPOLE 165.  AND 11 FEET WEST OF CENTER OF TRACK.
 CQ0930
 CQ0930                          STATION RECOVERY (2004)
 CQ0930
 CQ0930'RECOVERY NOTE BY US POWER SQUADRON 2004 (TPJ)
 CQ0930'RAILROAD NO LONGER EXISTS DUE TO HWY 167 BEING WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0526 ***********************************************************************
 CQ0526  DESIGNATION -  L 49
 CQ0526  PID         -  CQ0526
 CQ0526  STATE/COUNTY-  LA/JACKSON
 CQ0526  USGS QUAD   -  EROS (1982)
 CQ0526
 CQ0526                         *CURRENT SURVEY CONTROL
 CQ0526  ___________________________________________________________________
 CQ0526* NAD 83(1986)-  32 29 43.     (N)    092 27 39.     (W)     SCALED    
 CQ0526* NAVD 88     -        38.20   (+/-2cm)     125.3    (feet)  VERTCON   
 CQ0526  ___________________________________________________________________
 CQ0526  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0526
 CQ0526  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0526
 CQ0526.The horizontal coordinates were scaled from a topographic map and have
 CQ0526.an estimated accuracy of +/- 6 seconds.
 CQ0526
 CQ0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0526.The vertical order pertains to the NGVD 29 superseded value.
 CQ0526
 CQ0526.The geoid height was determined by GEOID03.
 CQ0526
 CQ0526;                    North         East    Units  Estimated Accuracy
 CQ0526;SPC LA N     -   221,230.    1,003,680.      MT  (+/- 180 meters Scaled)
 CQ0526
 CQ0526                          SUPERSEDED SURVEY CONTROL
 CQ0526
 CQ0526  NGVD 29 (??/??/??)   38.261  (m)          125.53   (f) ADJUSTED    1 2
 CQ0526
 CQ0526.Superseded values are not recommended for survey control.
 CQ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0526.See file dsdata.txt to determine how the superseded data were derived.
 CQ0526
 CQ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR506954(NAD 83)
 CQ0526_MARKER: DB = BENCH MARK DISK
 CQ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0526_STAMPING: L 49 1935
 CQ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0526+STABILITY: SURFACE MOTION
 CQ0526
 CQ0526  HISTORY     - Date     Condition        Report By
 CQ0526  HISTORY     - 1935     MONUMENTED       CGS
 CQ0526  HISTORY     - 1969     GOOD             CGS
 CQ0526
 CQ0526                          STATION DESCRIPTION
 CQ0526
 CQ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0526'2.0 MI S FROM TREMONT.
 CQ0526'ABOUT 2.0 MILES SOUTH ALONG THE ABANDONED TREMONT AND GULF RAILROAD
 CQ0526'FROM THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER CHOUDRANT CREEK, 0.35
 CQ0526'MILE NORTH OF THE CROSSING OF THE OLD RAILROAD BED AND A PIPELINE, 80
 CQ0526'YARDS SOUTH OF OLD MILEPOST 2, 17 FEET EAST OF THE CENTER OF THE BED,
 CQ0526'1.1 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 CQ0526'THE BED, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10
 CQ0526'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 3, T17N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1616 ***********************************************************************
 CP1616  DESIGNATION -  L 50
 CP1616  PID         -  CP1616
 CP1616  STATE/COUNTY-  LA/TENSAS
 CP1616  USGS QUAD   -  NEWELLTON (1994)
 CP1616
 CP1616                         *CURRENT SURVEY CONTROL
 CP1616  ___________________________________________________________________
 CP1616* NAD 83(1986)-  32 04 21.     (N)    091 14 36.     (W)     SCALED    
 CP1616* NAVD 88     -        23.93   (+/-2cm)      78.5    (feet)  VERTCON   
 CP1616  ___________________________________________________________________
 CP1616  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1616
 CP1616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1616
 CP1616.The horizontal coordinates were scaled from a topographic map and have
 CP1616.an estimated accuracy of +/- 6 seconds.
 CP1616
 CP1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1616.The vertical order pertains to the NGVD 29 superseded value.
 CP1616
 CP1616.The geoid height was determined by GEOID03.
 CP1616
 CP1616;                    North         East    Units  Estimated Accuracy
 CP1616;SPC LA N     -   175,040.    1,118,640.      MT  (+/- 180 meters Scaled)
 CP1616
 CP1616                          SUPERSEDED SURVEY CONTROL
 CP1616
 CP1616  NGVD 29 (??/??/92)   23.950  (m)           78.58   (f) ADJ UNCH    2 0
 CP1616
 CP1616.Superseded values are not recommended for survey control.
 CP1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1616.See file dsdata.txt to determine how the superseded data were derived.
 CP1616
 CP1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR658498(NAD 83)
 CP1616_MARKER: DB = BENCH MARK DISK
 CP1616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1616_SP_SET: FOUNDATION
 CP1616_STAMPING: L 50 1935
 CP1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1616
 CP1616  HISTORY     - Date     Condition        Report By
 CP1616  HISTORY     - 1935     MONUMENTED       CGS
 CP1616  HISTORY     - 1976     GOOD             LADTD
 CP1616
 CP1616                          STATION DESCRIPTION
 CP1616
 CP1616'DESCRIBED BY LA TRANSP AND DEV 1976
 CP1616'0.10 MI W FROM NEWELLTON.
 CP1616'ABOUT 0.10 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1616'SCHOOL IN NEWELLTON TO THE MUNICIPAL WATER TANK.  IT IS 119.4 FEET
 CP1616'NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 4, 19.2 FEET SOUTHEAST OF
 CP1616'THE SOUTHEAST CORNER OF A CINDER BLOCK BUILDING, 2.0 FEET NORTH WEST
 CP1616'OF THE CENTER PIPE SUPPLYING WATER TANK.  SET IN TOP OF THE NORTHEAST
 CP1616'CORNER OF THE WATER TANK FOUNDATION.  A STEEL WITNESS POST IS SET 0.7
 CP1616'FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1810 ***********************************************************************
 BK1810  DESIGNATION -  L 51
 BK1810  PID         -  BK1810
 BK1810  STATE/COUNTY-  LA/CALCASIEU
 BK1810  USGS QUAD   -  CLARK HOLLOW (1994)
 BK1810
 BK1810                         *CURRENT SURVEY CONTROL
 BK1810  ___________________________________________________________________
 BK1810* NAD 83(1992)-  30 22 50.63625(N)    093 33 05.58914(W)     ADJUSTED  
 BK1810* NAVD 88     -        13.5    (meters)      44.     (feet)  GPS OBS   
 BK1810  ___________________________________________________________________
 BK1810  X           -    -341,141.161 (meters)                     COMP
 BK1810  Y           -  -5,496,443.693 (meters)                     COMP
 BK1810  Z           -   3,206,848.028 (meters)                     COMP
 BK1810  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BK1810  ELLIP HEIGHT-         -13.99  (meters)          (02/20/02) GPS OBS
 BK1810  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1810
 BK1810  HORZ ORDER  -  FIRST
 BK1810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1810  ELLP ORDER  -  FOURTH    CLASS I
 BK1810
 BK1810.The horizontal coordinates were established by GPS observations
 BK1810.and adjusted by the National Geodetic Survey in January 1995..
 BK1810
 BK1810.The orthometric height was determined by GPS observations and a
 BK1810.high-resolution geoid model.
 BK1810.The vertical order pertains to the NGVD 29 superseded value.
 BK1810
 BK1810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1810
 BK1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1810
 BK1810.The ellipsoidal height was determined by GPS observations
 BK1810.and is referenced to NAD 83.
 BK1810
 BK1810.The geoid height was determined by GEOID03.
 BK1810
 BK1810;                    North         East     Units Scale Factor Converg.
 BK1810;SPC LA S     -   210,533.375   786,818.468   MT  0.99994764   -1 06 32.9
 BK1810;SPC LA S     -   690,724.91  2,581,420.26   sFT  0.99994764   -1 06 32.9
 BK1810;UTM  15      - 3,361,103.798   447,007.865   MT  0.99963464   -0 16 44.2
 BK1810
 BK1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1810!SPC LA S     -   1.00000220  x   0.99994764  =   0.99994984
 BK1810!UTM  15      -   1.00000220  x   0.99963464  =   0.99963684
 BK1810
 BK1810                          SUPERSEDED SURVEY CONTROL
 BK1810
 BK1810  ELLIP H (01/13/95)  -13.91   (m)                       GP(       ) 3 2
 BK1810  NGVD 29 (??/??/??)   13.368  (m)           43.86   (f) ADJUSTED    2 0
 BK1810
 BK1810.Superseded values are not recommended for survey control.
 BK1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1810.See file dsdata.txt to determine how the superseded data were derived.
 BK1810
 BK1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4700861104(NAD 83)
 BK1810_MARKER: DB = BENCH MARK DISK
 BK1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1810_SP_SET: CONCRETE POST
 BK1810_STAMPING: L 51 1935
 BK1810_MARK LOGO: CGS   
 BK1810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1810+STABILITY: SURFACE MOTION
 BK1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1810+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 BK1810
 BK1810  HISTORY     - Date     Condition        Report By
 BK1810  HISTORY     - 1935     MONUMENTED       CGS
 BK1810  HISTORY     - 19901220 GOOD             VFM
 BK1810  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1810  HISTORY     - 20050109 GOOD             USPSQD
 BK1810
 BK1810                          STATION DESCRIPTION
 BK1810
 BK1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1810'7.8 MI E FROM STARKS.
 BK1810'7.8 MI E OF AND ALONG THE KANSAS CITY SOUTHERN R R 0.6 MILE SW OF
 BK1810'MILEPOST 727.  65 FEET NW OF CENTER OF TRACK AND 35 FEET SE OF CENTER
 BK1810'OF STATE HWY 7.
 BK1810
 BK1810                          STATION RECOVERY (1990)
 BK1810
 BK1810'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK1810'SUPPLEMENTARY INFORMATION FOLLOWS STATION MARK IS A USCGS CAP SET IN
 BK1810'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1.9 FT. ABOVE
 BK1810'THE GROUND. THE MARK IS 2.3 FT. NORTH OF A METAL WITNESS POST, 96.7
 BK1810'FT. NORTHWEST OF THE NORTH RAIL OF THE KANSAS CITY SOUTHERN RAILROAD
 BK1810'TRACKS, 124.O FT. SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 12.
 BK1810
 BK1810                          STATION RECOVERY (2002)
 BK1810
 BK1810'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1810'MARK NOT FOUND.
 BK1810
 BK1810                          STATION RECOVERY (2005)
 BK1810
 BK1810'RECOVERY NOTE BY US POWER SQUADRON 2005
 BK1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1099 ***********************************************************************
 CQ1099  DESIGNATION -  L 57
 CQ1099  PID         -  CQ1099
 CQ1099  STATE/COUNTY-  LA/UNION
 CQ1099  USGS QUAD   -  BERNICE (1985)
 CQ1099
 CQ1099                         *CURRENT SURVEY CONTROL
 CQ1099  ___________________________________________________________________
 CQ1099* NAD 83(1986)-  32 49 02.     (N)    092 39 17.     (W)     SCALED    
 CQ1099* NAVD 88     -        63.574  (meters)     208.58   (feet)  ADJUSTED  
 CQ1099  ___________________________________________________________________
 CQ1099  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1099  DYNAMIC HT  -          63.504 (meters)     208.35  (feet)  COMP
 CQ1099  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 CQ1099
 CQ1099  VERT ORDER  -  SECOND    CLASS 0
 CQ1099
 CQ1099.The horizontal coordinates were scaled from a topographic map and have
 CQ1099.an estimated accuracy of +/- 6 seconds.
 CQ1099
 CQ1099.The orthometric height was determined by differential leveling
 CQ1099.and adjusted by the National Geodetic Survey in June 1991..
 CQ1099
 CQ1099.The geoid height was determined by GEOID03.
 CQ1099
 CQ1099.The dynamic height is computed by dividing the NAVD 88
 CQ1099.geopotential number by the normal gravity value computed on the
 CQ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1099.degrees latitude (g = 980.6199 gals.).
 CQ1099
 CQ1099.The modeled gravity was interpolated from observed gravity values.
 CQ1099
 CQ1099;                    North         East    Units  Estimated Accuracy
 CQ1099;SPC LA N     -   256,940.      985,510.      MT  (+/- 180 meters Scaled)
 CQ1099
 CQ1099                          SUPERSEDED SURVEY CONTROL
 CQ1099
 CQ1099  NGVD 29 (??/??/??)   63.665  (m)          208.87   (f) ADJUSTED    2 0
 CQ1099
 CQ1099.Superseded values are not recommended for survey control.
 CQ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1099.See file dsdata.txt to determine how the superseded data were derived.
 CQ1099
 CQ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS323310(NAD 83)
 CQ1099_MARKER: DB = BENCH MARK DISK
 CQ1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1099_STAMPING: L57 1934
 CQ1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1099+STABILITY: SURFACE MOTION
 CQ1099
 CQ1099  HISTORY     - Date     Condition        Report By
 CQ1099  HISTORY     - 1934     MONUMENTED       CGS
 CQ1099  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1099
 CQ1099                          STATION DESCRIPTION
 CQ1099
 CQ1099'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1099'0.3 MI S FROM BERNICE.
 CQ1099'BERNICE, UNION PARISH, ABOUT 0.3 MILE SOUTH OF THE CHICAGO, ROCK
 CQ1099'ISLAND AND PACIFIC RAILWAY STATION, AT A ROAD CROSSING, 34 FEET NORTH
 CQ1099'OF THE CENTER LINE OF THE ROAD, AND 32 FEET WEST OF THE CENTER LINE OF
 CQ1099'THE TRACK.  A STANDARD DISK, STAMPED L 57 1934 AND SET IN THE TOP OF A
 CQ1099'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0222 ***********************************************************************
 CQ0222  DESIGNATION -  L 58
 CQ0222  PID         -  CQ0222
 CQ0222  STATE/COUNTY-  LA/UNION
 CQ0222  USGS QUAD   -  DE LOUTRE (1988)
 CQ0222
 CQ0222                         *CURRENT SURVEY CONTROL
 CQ0222  ___________________________________________________________________
 CQ0222* NAD 83(1986)-  32 49 33.     (N)    092 19 38.     (W)     SCALED    
 CQ0222* NAVD 88     -        34.285  (meters)     112.48   (feet)  ADJUSTED  
 CQ0222  ___________________________________________________________________
 CQ0222  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ0222  DYNAMIC HT  -          34.247 (meters)     112.36  (feet)  COMP
 CQ0222  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 CQ0222
 CQ0222  VERT ORDER  -  SECOND    CLASS 0
 CQ0222
 CQ0222.The horizontal coordinates were scaled from a topographic map and have
 CQ0222.an estimated accuracy of +/- 6 seconds.
 CQ0222
 CQ0222.The orthometric height was determined by differential leveling
 CQ0222.and adjusted by the National Geodetic Survey in June 1991..
 CQ0222
 CQ0222.The geoid height was determined by GEOID03.
 CQ0222
 CQ0222.The dynamic height is computed by dividing the NAVD 88
 CQ0222.geopotential number by the normal gravity value computed on the
 CQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0222.degrees latitude (g = 980.6199 gals.).
 CQ0222
 CQ0222.The modeled gravity was interpolated from observed gravity values.
 CQ0222
 CQ0222;                    North         East    Units  Estimated Accuracy
 CQ0222;SPC LA N     -   257,900.    1,016,180.      MT  (+/- 180 meters Scaled)
 CQ0222
 CQ0222                          SUPERSEDED SURVEY CONTROL
 CQ0222
 CQ0222  NGVD 29 (??/??/??)   34.383  (m)          112.80   (f) ADJUSTED    2 0
 CQ0222
 CQ0222.Superseded values are not recommended for survey control.
 CQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0222.See file dsdata.txt to determine how the superseded data were derived.
 CQ0222
 CQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS629321(NAD 83)
 CQ0222_MARKER: DB = BENCH MARK DISK
 CQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0222_STAMPING: L 58 1934
 CQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0222+STABILITY: SURFACE MOTION
 CQ0222
 CQ0222  HISTORY     - Date     Condition        Report By
 CQ0222  HISTORY     - 1934     MONUMENTED       CGS
 CQ0222  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0222
 CQ0222                          STATION DESCRIPTION
 CQ0222
 CQ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0222'6.1 MI NE FROM FARMERVILLE.
 CQ0222'6.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0222'STATION AT FARMERVILLE, UNION PARISH, 115 YARDS SOUTHWEST OF MILEPOST
 CQ0222'546, 86 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, AND 25 FEET
 CQ0222'SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED L
 CQ0222'58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ0222
 CQ0222                          STATION RECOVERY (1982)
 CQ0222
 CQ0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0015 ***********************************************************************
 BK0015  DESIGNATION -  L 59
 BK0015  PID         -  BK0015
 BK0015  STATE/COUNTY-  LA/AVOYELLES
 BK0015  USGS QUAD   -  BUNKIE (1992)
 BK0015
 BK0015                         *CURRENT SURVEY CONTROL
 BK0015  ___________________________________________________________________
 BK0015* NAD 83(1986)-  30 55 35.     (N)    092 11 54.     (W)     SCALED    
 BK0015* NAVD 88     -        17.02   (+/-2cm)      55.8    (feet)  VERTCON   
 BK0015  ___________________________________________________________________
 BK0015  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK0015
 BK0015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0015
 BK0015.The horizontal coordinates were scaled from a topographic map and have
 BK0015.an estimated accuracy of +/- 6 seconds.
 BK0015
 BK0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0015.The vertical order pertains to the NGVD 29 superseded value.
 BK0015
 BK0015.The geoid height was determined by GEOID03.
 BK0015
 BK0015;                    North         East    Units  Estimated Accuracy
 BK0015;SPC LA N     -    47,320.    1,028,830.      MT  (+/- 180 meters Scaled)
 BK0015
 BK0015                          SUPERSEDED SURVEY CONTROL
 BK0015
 BK0015  NGVD 29 (??/??/??)   16.999  (m)           55.77   (f) ADJUSTED    2 0
 BK0015
 BK0015.Superseded values are not recommended for survey control.
 BK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0015.See file dsdata.txt to determine how the superseded data were derived.
 BK0015
 BK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ765217(NAD 83)
 BK0015_MARKER: DB = BENCH MARK DISK
 BK0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0015_STAMPING: L 59 1935
 BK0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0015+STABILITY: SURFACE MOTION
 BK0015
 BK0015  HISTORY     - Date     Condition        Report By
 BK0015  HISTORY     - 1935     MONUMENTED       CGS
 BK0015  HISTORY     - 1966     MARK NOT FOUND   USGS
 BK0015
 BK0015                          STATION DESCRIPTION
 BK0015
 BK0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0015'2.4 MI SW FROM BUNKIE.
 BK0015'2.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM BUNKIE,
 BK0015'AVOYELLES PARISH, OPPOSITE MILEPOST 2, 26 FEET SOUTH OF THE CENTERLINE
 BK0015'OF THE TRACK, AND 28 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 5.
 BK0015'A STANDARD DISK, STAMPED L 59 1935 AND SET IN THE TOP OF A CONCRETE
 BK0015'POST.
 BK0015
 BK0015                          STATION RECOVERY (1966)
 BK0015
 BK0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BK0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0208 ***********************************************************************
 CQ0208  DESIGNATION -  L 60
 CQ0208  PID         -  CQ0208
 CQ0208  STATE/COUNTY-  LA/UNION
 CQ0208  USGS QUAD   -  DE LOUTRE (1988)
 CQ0208
 CQ0208                         *CURRENT SURVEY CONTROL
 CQ0208  ___________________________________________________________________
 CQ0208* NAD 83(1986)-  32 45 37.     (N)    092 21 40.     (W)     SCALED    
 CQ0208* NAVD 88     -        36.592  (meters)     120.05   (feet)  ADJUSTED  
 CQ0208  ___________________________________________________________________
 CQ0208  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ0208  DYNAMIC HT  -          36.552 (meters)     119.92  (feet)  COMP
 CQ0208  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 CQ0208
 CQ0208  VERT ORDER  -  SECOND    CLASS 0
 CQ0208
 CQ0208.The horizontal coordinates were scaled from a topographic map and have
 CQ0208.an estimated accuracy of +/- 6 seconds.
 CQ0208
 CQ0208.The orthometric height was determined by differential leveling
 CQ0208.and adjusted by the National Geodetic Survey in June 1991..
 CQ0208
 CQ0208.The geoid height was determined by GEOID03.
 CQ0208
 CQ0208.The dynamic height is computed by dividing the NAVD 88
 CQ0208.geopotential number by the normal gravity value computed on the
 CQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0208.degrees latitude (g = 980.6199 gals.).
 CQ0208
 CQ0208.The modeled gravity was interpolated from observed gravity values.
 CQ0208
 CQ0208;                    North         East    Units  Estimated Accuracy
 CQ0208;SPC LA N     -   250,630.    1,013,020.      MT  (+/- 180 meters Scaled)
 CQ0208
 CQ0208                          SUPERSEDED SURVEY CONTROL
 CQ0208
 CQ0208  NGVD 29 (??/??/??)   36.688  (m)          120.37   (f) ADJUSTED    2 0
 CQ0208
 CQ0208.Superseded values are not recommended for survey control.
 CQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0208.See file dsdata.txt to determine how the superseded data were derived.
 CQ0208
 CQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS598248(NAD 83)
 CQ0208_MARKER: DB = BENCH MARK DISK
 CQ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0208_STAMPING: L 60 1935
 CQ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0208+STABILITY: SURFACE MOTION
 CQ0208
 CQ0208  HISTORY     - Date     Condition        Report By
 CQ0208  HISTORY     - 1935     MONUMENTED       CGS
 CQ0208  HISTORY     - 1968     GOOD             LADH
 CQ0208  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0208
 CQ0208                          STATION DESCRIPTION
 CQ0208
 CQ0208'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0208'2.7 MI E FROM FARMERVILLE.
 CQ0208'LOCATED 2.7 MILES EAST ALONG STATE HIGHWAY 2 FROM THE UNION PARISH
 CQ0208'COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS 53 FEET
 CQ0208'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31 FEET NORTHWEST OF THE
 CQ0208'NORTHWEST HOUSE CORNER OF THE J. W. BRANTLEYS RESIDENCE, 3 FEET WEST
 CQ0208'OF A 9-INCH PECAN TREE, AND 7 FEET SOUTHEAST OF A GAS METER.  THE
 CQ0208'STATION IS A STANDARD BRONZE DISK IN THE TOP OF A CONCRETE POST
 CQ0208'PROJECTING 2-INCHES.
 CQ0208
 CQ0208                          STATION RECOVERY (1982)
 CQ0208
 CQ0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2743 ***********************************************************************
 BJ2743  DESIGNATION -  L 69
 BJ2743  PID         -  BJ2743
 BJ2743  STATE/COUNTY-  LA/ST LANDRY
 BJ2743  USGS QUAD   -  PALMETTO (1994)
 BJ2743
 BJ2743                         *CURRENT SURVEY CONTROL
 BJ2743  ___________________________________________________________________
 BJ2743* NAD 83(1986)-  30 43 04.     (N)    091 54 33.     (W)     SCALED    
 BJ2743* NAVD 88     -        11.11   (+/-2cm)      36.5    (feet)  VERTCON   
 BJ2743  ___________________________________________________________________
 BJ2743  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ2743
 BJ2743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2743
 BJ2743.The horizontal coordinates were scaled from a topographic map and have
 BJ2743.an estimated accuracy of +/- 6 seconds.
 BJ2743
 BJ2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2743.The vertical order pertains to the NGVD 29 superseded value.
 BJ2743
 BJ2743.The geoid height was determined by GEOID03.
 BJ2743
 BJ2743;                    North         East    Units  Estimated Accuracy
 BJ2743;SPC LA S     -   245,970.      944,840.      MT  (+/- 180 meters Scaled)
 BJ2743
 BJ2743                          SUPERSEDED SURVEY CONTROL
 BJ2743
 BJ2743  NGVD 29 (??/??/??)   11.101  (m)           36.42   (f) ADJUSTED    2 0
 BJ2743
 BJ2743.Superseded values are not recommended for survey control.
 BJ2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2743.See file dsdata.txt to determine how the superseded data were derived.
 BJ2743
 BJ2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP044988(NAD 83)
 BJ2743_MARKER: DB = BENCH MARK DISK
 BJ2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2743_STAMPING: L 69 1935
 BJ2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2743+STABILITY: SURFACE MOTION
 BJ2743
 BJ2743  HISTORY     - Date     Condition        Report By
 BJ2743  HISTORY     - 1935     MONUMENTED       CGS
 BJ2743  HISTORY     - 1960     GOOD             CGS
 BJ2743  HISTORY     - 1967     MARK NOT FOUND   USGS
 BJ2743
 BJ2743                          STATION DESCRIPTION
 BJ2743
 BJ2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BJ2743'IN PALMETTO.
 BJ2743'LOCATED AT PALMETTO, ALONG THE TEXAS AND PACIFIC RAILROAD, 301 FEET
 BJ2743'WEST OF THE NORTHWEST CORNER OF THE RAILROAD STATION, ON THE PROJECTED
 BJ2743'PLANE OF THE EAST WALL OF THE SCHOOL HOUSE SOUTH OF THE MARK, 18.5
 BJ2743'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 119 FEET EAST OF SIGNAL NO.
 BJ2743'139.2, 19 FEET NORTH OF THE 5TH POLE WEST OF MILEPOST 139, 71 FEET
 BJ2743'NORTH OF THE CENTERLINE OF STATE HIGHWAY 10, MIDWAY BETWEEN TWO SMALL
 BJ2743'OUT HOUSES, 77 FEET SOUTHEAST OF A SWITCH STAND FOR A SIDE TRACK
 BJ2743'LEADING EAST, 23.3 FEET SOUTH OF THE POINT OF THE FROG FOR SIDE TRACK
 BJ2743'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 BJ2743'STAMPED L 69 1935, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST,
 BJ2743'PROJECTING 3 INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 BJ2743'NOTE--  TEXAS AND PACIFIC RAILWAY STATION HAS BEEN REMOVED.
 BJ2743
 BJ2743                          STATION RECOVERY (1967)
 BJ2743
 BJ2743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BJ2743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1793 ***********************************************************************
 BJ1793  DESIGNATION -  L 75
 BJ1793  PID         -  BJ1793
 BJ1793  STATE/COUNTY-  LA/ST HELENA
 BJ1793  USGS QUAD   -  CHIPOLA (1984)
 BJ1793
 BJ1793                         *CURRENT SURVEY CONTROL
 BJ1793  ___________________________________________________________________
 BJ1793* NAD 83(1986)-  30 53 25.     (N)    090 49 48.     (W)     SCALED    
 BJ1793* NAVD 88     -        50.808  (meters)     166.69   (feet)  ADJUSTED  
 BJ1793  ___________________________________________________________________
 BJ1793  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1793  DYNAMIC HT  -          50.743 (meters)     166.48  (feet)  COMP
 BJ1793  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 BJ1793
 BJ1793  VERT ORDER  -  SECOND    CLASS 0
 BJ1793
 BJ1793.The horizontal coordinates were scaled from a topographic map and have
 BJ1793.an estimated accuracy of +/- 6 seconds.
 BJ1793
 BJ1793.The orthometric height was determined by differential leveling
 BJ1793.and adjusted by the National Geodetic Survey in February 1994..
 BJ1793
 BJ1793.The geoid height was determined by GEOID03.
 BJ1793
 BJ1793.The dynamic height is computed by dividing the NAVD 88
 BJ1793.geopotential number by the normal gravity value computed on the
 BJ1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1793.degrees latitude (g = 980.6199 gals.).
 BJ1793
 BJ1793.The modeled gravity was interpolated from observed gravity values.
 BJ1793
 BJ1793;                    North         East    Units  Estimated Accuracy
 BJ1793;SPC LA S     -   265,070.    1,048,130.      MT  (+/- 180 meters Scaled)
 BJ1793
 BJ1793                          SUPERSEDED SURVEY CONTROL
 BJ1793
 BJ1793  NGVD 29 (??/??/??)   50.839  (m)          166.79   (f) ADJUSTED    2 0
 BJ1793
 BJ1793.Superseded values are not recommended for survey control.
 BJ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1793.See file dsdata.txt to determine how the superseded data were derived.
 BJ1793
 BJ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ074194(NAD 83)
 BJ1793_MARKER: DB = BENCH MARK DISK
 BJ1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1793_STAMPING: L 75 1935 167.260
 BJ1793_MARK LOGO: CGS   
 BJ1793_PROJECTION: FLUSH
 BJ1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1793+STABILITY: SURFACE MOTION
 BJ1793
 BJ1793  HISTORY     - Date     Condition        Report By
 BJ1793  HISTORY     - 1935     MONUMENTED       CGS
 BJ1793  HISTORY     - 1954     GOOD             CGS
 BJ1793  HISTORY     - 1978     GOOD             LADTD
 BJ1793  HISTORY     - 1984     GOOD             LADTD
 BJ1793
 BJ1793                          STATION DESCRIPTION
 BJ1793
 BJ1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1793'10.4 MI W FROM GREENSBURG.
 BJ1793'LOCATED 10.4 MILES WEST OF THE METHODIST CHURCH IN GREENSBURG, IN A
 BJ1793'LOW LEVEL, SWAMPY AREA ON THE NORTH SIDE OF STATE HIGHWAY 35, 420 FEET
 BJ1793'EAST OF THE WEST ONE OF TWO LARGE METAL CULVERTS UNDER STATE HIGHWAY
 BJ1793'35, 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND IN LINE WITH A
 BJ1793'ROW OF POLES.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BJ1793'PROJECTING 4 INCHES AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BJ1793
 BJ1793                          STATION RECOVERY (1978)
 BJ1793
 BJ1793'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BJ1793'LOCATED 10.4 MI. WEST OF THE METHODIST CHURCH IN GREENSBURG, IN A LOW
 BJ1793'LEVEL AREA ON NORTH SIDE OF S.R. LA 10, 453.0 FT. EAST OF A 48 IN.
 BJ1793'CORRUGATED METAL CROSS-DRAIN UNDER HWY., 47.0 FT. NORTH OF C/L OF
 BJ1793'HWY., 4.0 FT. SOUTH OF A 5-STRAND BARBED-WIRE FENCE, 81.0 FT. EAST OF
 BJ1793'A POWER POLE. IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BJ1793'2 INCHES BELOW THE GROUND SURFACE AND ABOUT 3 FEET BELOW THE LEVEL OF
 BJ1793'THE HWY. 1.0 FT. N.E. OF A METAL WITNESS POST AND SIGN.
 BJ1793
 BJ1793                          STATION RECOVERY (1984)
 BJ1793
 BJ1793'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1793'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 17.5 KM
 BJ1793'(10.85 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN GREENSBURG
 BJ1793'TO THE BENCH MARK ON THE RIGHT, 128 METERS (420 FT) EAST OF THE WEST
 BJ1793'ONE OF TWO LARGE METAL CULVERTS UNDER HIGHWAY 10, 23.2 METERS (76 FT)
 BJ1793'EAST OF POWER POLE NUMBER DN-36.1, 14.9 METERS (49 FT) NORTH OF THE
 BJ1793'CENTER OF HIGHWAY 10, AND 1.2 METERS (4 FT) SOUTH OF A 6-STRAND BARB
 BJ1793'WIRE FENCE.
 BJ1793'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ1793'THE MARK IS 0.61 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0534 ***********************************************************************
 BJ0534  DESIGNATION -  L 76
 BJ0534  PID         -  BJ0534
 BJ0534  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0534  USGS QUAD   -  ZACHARY (1980)
 BJ0534
 BJ0534                         *CURRENT SURVEY CONTROL
 BJ0534  ___________________________________________________________________
 BJ0534* NAD 83(1986)-  30 41 04.     (N)    091 08 57.     (W)     SCALED    
 BJ0534* NAVD 88     -        33.07   (+/-2cm)     108.5    (feet)  VERTCON   
 BJ0534  ___________________________________________________________________
 BJ0534  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0534
 BJ0534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0534
 BJ0534.The horizontal coordinates were scaled from a topographic map and have
 BJ0534.an estimated accuracy of +/- 6 seconds.
 BJ0534
 BJ0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0534.The vertical order pertains to the NGVD 29 superseded value.
 BJ0534
 BJ0534.The geoid height was determined by GEOID03.
 BJ0534
 BJ0534;                    North         East    Units  Estimated Accuracy
 BJ0534;SPC LA S     -   242,150.    1,017,650.      MT  (+/- 180 meters Scaled)
 BJ0534
 BJ0534                          SUPERSEDED SURVEY CONTROL
 BJ0534
 BJ0534  NGVD 29 (??/??/??)   33.067  (m)          108.49   (f) ADJUSTED    2 0
 BJ0534
 BJ0534.Superseded values are not recommended for survey control.
 BJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0534.See file dsdata.txt to determine how the superseded data were derived.
 BJ0534
 BJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP772960(NAD 83)
 BJ0534_MARKER: DB = BENCH MARK DISK
 BJ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0534_STAMPING: L 76 1935
 BJ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0534+STABILITY: SURFACE MOTION
 BJ0534
 BJ0534  HISTORY     - Date     Condition        Report By
 BJ0534  HISTORY     - 1935     MONUMENTED       CGS
 BJ0534  HISTORY     - 1955     GOOD             CGS
 BJ0534  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0534  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0534
 BJ0534                          STATION DESCRIPTION
 BJ0534
 BJ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0534'2.7 MI N FROM ZACHARY.
 BJ0534'2.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD, FROM THE STATION
 BJ0534'IN ZACHARY, 65 PACES NORTH OF A ROAD CROSSING WHICH IS SOUTH OF A
 BJ0534'SMALL POND ON THE EAST SIDE OF THE TRACKS, 44 FEET EAST OF THE EAST
 BJ0534'RAIL, 3 FEET WEST OF A FENCE LINE, 19 FEET EAST OF A ROW OF POLES, 84
 BJ0534'FEET NORTH-NORTHEAST OF POLE NO. 11570, THE FIRST POLE NORTH OF THE
 BJ0534'ROAD CROSSING AND 66 FEET SOUTH-SOUTHEAST OF THE SECOND POLE NORTH OF
 BJ0534'THE ROAD CROSSING.  A STANDARD DISK, STAMPED L 76 1935 AND SET IN THE
 BJ0534'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND 1.5 FEET BELOW THE
 BJ0534'LEVEL OF THE TRACKS.
 BJ0534
 BJ0534                          STATION RECOVERY (1965)
 BJ0534
 BJ0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0534'MARK NOT FOUND.
 BJ0534
 BJ0534                          STATION RECOVERY (1976)
 BJ0534
 BJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1438 ***********************************************************************
 BH1438  DESIGNATION -  L 80
 BH1438  PID         -  BH1438
 BH1438  STATE/COUNTY-  LA/WASHINGTON
 BH1438  USGS QUAD   -  SUN (1983)
 BH1438
 BH1438                         *CURRENT SURVEY CONTROL
 BH1438  ___________________________________________________________________
 BH1438* NAD 83(1986)-  30 41 30.     (N)    089 59 24.     (W)     SCALED    
 BH1438* NAVD 88     -        34.96   (+/-2cm)     114.7    (feet)  VERTCON   
 BH1438  ___________________________________________________________________
 BH1438  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BH1438
 BH1438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1438
 BH1438.The horizontal coordinates were scaled from a topographic map and have
 BH1438.an estimated accuracy of +/- 6 seconds.
 BH1438
 BH1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1438.The vertical order pertains to the NGVD 29 superseded value.
 BH1438
 BH1438.The geoid height was determined by GEOID03.
 BH1438
 BH1438;                    North         East    Units  Estimated Accuracy
 BH1438;SPC LA S     -   243,690.    1,128,700.      MT  (+/- 180 meters Scaled)
 BH1438
 BH1438                          SUPERSEDED SURVEY CONTROL
 BH1438
 BH1438  NGVD 29 (??/??/??)   35.046  (m)          114.98   (f) ADJUSTED    2 0
 BH1438
 BH1438.Superseded values are not recommended for survey control.
 BH1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1438.See file dsdata.txt to determine how the superseded data were derived.
 BH1438
 BH1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU135992(NAD 83)
 BH1438_MARKER: DB = BENCH MARK DISK
 BH1438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH1438_SP_SET: WATER TANK
 BH1438_STAMPING: L 80 1935 (115)
 BH1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1438
 BH1438  HISTORY     - Date     Condition        Report By
 BH1438  HISTORY     - 1935     MONUMENTED       CGS
 BH1438  HISTORY     - 1955     GOOD             CGS
 BH1438  HISTORY     - 1977     MARK NOT FOUND   LADTD
 BH1438
 BH1438                          STATION DESCRIPTION
 BH1438
 BH1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1438'6.2 MI NW FROM RIO.
 BH1438'LOCATED 6.2 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BH1438'FROM THE STATION AT RIO, AT ISABEL SIDING, 2 POLES NORTHWEST OF A
 BH1438'PUBLIC ROAD CROSSING, 92 FEET SOUTHEAST OF MILEPOST 71 (THIRD POLE
 BH1438'WEST OF THE ROAD CROSSING), 9 FEET SOUTH OF THE SOUTH RAIL AND 69 FEET
 BH1438'NORTHWEST OF THE SIGN ISABEL.  IT IS A STANDARD DISK SET IN THE NORTH
 BH1438'CORNER OF THE EAST LEG OF AN ABANDONED WATER TANK, ABOUT 6 INCHES
 BH1438'ABOVE THE GROUND.  NOTE-- THE WATER TANK HAS BEEN DISMANTLED, THE
 BH1438'CONCRETE FOUNDATIONS OF THE LEGS ARE INTACT.
 BH1438
 BH1438                          STATION RECOVERY (1977)
 BH1438
 BH1438'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BH1438'SEARCHED FOR BUT NOT RECOVERED. EVIDENCE OF DISC BEING REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1000 ***********************************************************************
 BX1000  DESIGNATION -  L 96
 BX1000  PID         -  BX1000
 BX1000  STATE/COUNTY-  LA/RAPIDES
 BX1000  USGS QUAD   -  RAPIDES (1992)
 BX1000
 BX1000                         *CURRENT SURVEY CONTROL
 BX1000  ___________________________________________________________________
 BX1000* NAD 83(1986)-  31 21 19.     (N)    092 32 56.     (W)     SCALED    
 BX1000* NAVD 88     -        24.895  (meters)      81.68   (feet)  ADJUSTED  
 BX1000  ___________________________________________________________________
 BX1000  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BX1000  DYNAMIC HT  -          24.864 (meters)      81.57  (feet)  COMP
 BX1000  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BX1000
 BX1000  VERT ORDER  -  FIRST     CLASS I
 BX1000
 BX1000.The horizontal coordinates were scaled from a topographic map and have
 BX1000.an estimated accuracy of +/- 6 seconds.
 BX1000
 BX1000.The orthometric height was determined by differential leveling
 BX1000.and adjusted by the National Geodetic Survey in February 1994..
 BX1000
 BX1000.The geoid height was determined by GEOID03.
 BX1000
 BX1000.The dynamic height is computed by dividing the NAVD 88
 BX1000.geopotential number by the normal gravity value computed on the
 BX1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1000.degrees latitude (g = 980.6199 gals.).
 BX1000
 BX1000.The modeled gravity was interpolated from observed gravity values.
 BX1000
 BX1000;                    North         East    Units  Estimated Accuracy
 BX1000;SPC LA N     -    94,830.      995,350.      MT  (+/- 180 meters Scaled)
 BX1000
 BX1000                          SUPERSEDED SURVEY CONTROL
 BX1000
 BX1000  NAVD 88 (06/15/91)   24.894  (m)           81.67   (f) UNKNOWN     1 1
 BX1000  NGVD 29 (??/??/??)   24.886  (m)           81.65   (f) ADJUSTED    1 1
 BX1000
 BX1000.Superseded values are not recommended for survey control.
 BX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1000.See file dsdata.txt to determine how the superseded data were derived.
 BX1000
 BX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ429690(NAD 83)
 BX1000_MARKER: DB = BENCH MARK DISK
 BX1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1000_STAMPING: L 96 1938
 BX1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1000+STABILITY: SURFACE MOTION
 BX1000
 BX1000  HISTORY     - Date     Condition        Report By
 BX1000  HISTORY     - 1938     MONUMENTED       CGS
 BX1000  HISTORY     - 1970     GOOD             NGS
 BX1000  HISTORY     - 1977     GOOD             NGS
 BX1000
 BX1000                          STATION DESCRIPTION
 BX1000
 BX1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1000'7.4 MI NW FROM ALEXANDRIA.
 BX1000'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1000'ALEXANDRIA, THENCE 6.95 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1000'RAILWAY, 0.2 MILE NORTHWEST OF MILEPOST 201, 53 FEET NORTHEAST OF THE
 BX1000'NORTHEAST RAIL, 43 FEET WEST OF THE WEST END OF A METAL GATE, 13 1/2
 BX1000'FEET EAST OF THE SOUTHEAST CORNER OF A CORRAL, 5 FEET NORTH OF A
 BX1000'FENCE, 0.5 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE
 BX1000'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX1000'PROJECTS 14 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1000
 BX1000                          STATION RECOVERY (1977)
 BX1000
 BX1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1680 ***********************************************************************
 BX1680  DESIGNATION -  L 97
 BX1680  PID         -  BX1680
 BX1680  STATE/COUNTY-  LA/NATCHITOCHES
 BX1680  USGS QUAD   -  FLORA (1992)
 BX1680
 BX1680                         *CURRENT SURVEY CONTROL
 BX1680  ___________________________________________________________________
 BX1680* NAD 83(1986)-  31 36 00.     (N)    093 01 57.     (W)     SCALED    
 BX1680* NAVD 88     -        29.44   (+/-2cm)      96.6    (feet)  VERTCON   
 BX1680  ___________________________________________________________________
 BX1680  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1680
 BX1680  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1680
 BX1680.The horizontal coordinates were scaled from a topographic map and have
 BX1680.an estimated accuracy of +/- 6 seconds.
 BX1680
 BX1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1680.The vertical order pertains to the NGVD 29 superseded value.
 BX1680
 BX1680.The geoid height was determined by GEOID03.
 BX1680
 BX1680;                    North         East    Units  Estimated Accuracy
 BX1680;SPC LA N     -   122,090.      949,470.      MT  (+/- 180 meters Scaled)
 BX1680
 BX1680                          SUPERSEDED SURVEY CONTROL
 BX1680
 BX1680  NGVD 29 (??/??/??)   29.480  (m)           96.72   (f) ADJUSTED    1 2
 BX1680
 BX1680.Superseded values are not recommended for survey control.
 BX1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1680.See file dsdata.txt to determine how the superseded data were derived.
 BX1680
 BX1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ969961(NAD 83)
 BX1680_MARKER: DB = BENCH MARK DISK
 BX1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1680_STAMPING: L-97 1938
 BX1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1680+STABILITY: SURFACE MOTION
 BX1680
 BX1680  HISTORY     - Date     Condition        Report By
 BX1680  HISTORY     - 1938     MONUMENTED       CGS
 BX1680  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1680
 BX1680                          STATION DESCRIPTION
 BX1680
 BX1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1680'0.9 MI E FROM CYPRESS.
 BX1680'258 FEET WEST OF MILE POST NO. 235 70 FEET NORTH OF THE CENTER LINE OF
 BX1680'THE T. AND P. R. R. MAIN LINE.  40 FEET NORTH EAST OF SIGN YARD LIMIT
 BX1680'70 FT. NORTH OF CENTER OF R. R. TRESTLE 235.1
 BX1680
 BX1680                          STATION RECOVERY (1980)
 BX1680
 BX1680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1680'AREA HAS RECENTLY BEEN CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0754 ***********************************************************************
 BX0754  DESIGNATION -  L 98 RESET 1939
 BX0754  PID         -  BX0754
 BX0754  STATE/COUNTY-  LA/RAPIDES
 BX0754  USGS QUAD   -  ALEXANDRIA (1992)
 BX0754
 BX0754                         *CURRENT SURVEY CONTROL
 BX0754  ___________________________________________________________________
 BX0754* NAD 83(1986)-  31 15 13.     (N)    092 23 14.     (W)     SCALED    
 BX0754* NAVD 88     -        22.68   (+/-2cm)      74.4    (feet)  VERTCON   
 BX0754  ___________________________________________________________________
 BX0754  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX0754
 BX0754  VERT ORDER  -  THIRD (See Below)
 BX0754
 BX0754.The horizontal coordinates were scaled from a topographic map and have
 BX0754.an estimated accuracy of +/- 6 seconds.
 BX0754
 BX0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0754.The vertical order pertains to the NGVD 29 superseded value.
 BX0754
 BX0754.The geoid height was determined by GEOID03.
 BX0754
 BX0754;                    North         East    Units  Estimated Accuracy
 BX0754;SPC LA N     -    83,560.    1,010,740.      MT  (+/- 180 meters Scaled)
 BX0754
 BX0754                          SUPERSEDED SURVEY CONTROL
 BX0754
 BX0754  NGVD 29 (??/??/??)   22.66   (m)           74.3    (f) RESET       3  
 BX0754
 BX0754.Superseded values are not recommended for survey control.
 BX0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0754.See file dsdata.txt to determine how the superseded data were derived.
 BX0754
 BX0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ583578(NAD 83)
 BX0754_MARKER: DB = BENCH MARK DISK
 BX0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0754_STAMPING: USC AND GS L 98 RESET
 BX0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0754+STABILITY: SURFACE MOTION
 BX0754
 BX0754  HISTORY     - Date     Condition        Report By
 BX0754  HISTORY     - 1939     MONUMENTED       CGS
 BX0754  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0754  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0754  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0754
 BX0754                          STATION DESCRIPTION
 BX0754
 BX0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0754'5.3 MI SE FROM ALEXANDRIA.
 BX0754'ABOUT 5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE AT
 BX0754'ALEXANDRIA, RAPIDES PARISH, ABOUT 438 FEET NORTHWEST OF THE NORTHWEST
 BX0754'CORNER OF THE EDGEFIELD BAPTIST CHURCH, ABOUT 254 FEET SOUTHWEST OF
 BX0754'THE FRONT LEVEE MARKER STATION 1555+15.07, ABOUT 245 FEET SOUTHEAST OF
 BX0754'THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD PARALLELING THE
 BX0754'LEVEE, ON THE H.E. HUDSON PROPERTY, 43 FEET SOUTHWEST OF THE
 BX0754'CENTERLINE OF THE HIGHWAY, 43 FEET NORTHEAST OF THE NORTHEAST CORNER
 BX0754'OF A HOUSE OCCUPIED BY LOUIS JONES, 76 FEET EAST OF A WELL, AT A FENCE
 BX0754'CORNER AND 5 FEET NORTH OF A GATE.  A STANDARD DISK, STAMPED USC AND
 BX0754'GS L 98 RESET AND SET IN THE TOP OF A CONCRETE POST.  NOTE -- THE
 BX0754'CHURCH WAS NOT FOUND AND IT IS BELIEVED THAT THE LEVEE HAS BEEN MOVED
 BX0754'AT THIS POINT DESTROYING THE MARK.
 BX0754
 BX0754                          STATION RECOVERY (1966)
 BX0754
 BX0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0754'MARK NOT FOUND.
 BX0754
 BX0754                          STATION RECOVERY (1999)
 BX0754
 BX0754'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0742 ***********************************************************************
 BX0742  DESIGNATION -  L 99
 BX0742  PID         -  BX0742
 BX0742  STATE/COUNTY-  LA/RAPIDES
 BX0742  USGS QUAD   -  LATANIER (1993)
 BX0742
 BX0742                         *CURRENT SURVEY CONTROL
 BX0742  ___________________________________________________________________
 BX0742* NAD 83(1986)-  31 11 08.     (N)    092 18 42.     (W)     SCALED    
 BX0742* NAVD 88     -        20.49   (+/-2cm)      67.2    (feet)  VERTCON   
 BX0742  ___________________________________________________________________
 BX0742  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX0742
 BX0742  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0742
 BX0742.The horizontal coordinates were scaled from a topographic map and have
 BX0742.an estimated accuracy of +/- 6 seconds.
 BX0742
 BX0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0742.The vertical order pertains to the NGVD 29 superseded value.
 BX0742
 BX0742.The geoid height was determined by GEOID03.
 BX0742
 BX0742;                    North         East    Units  Estimated Accuracy
 BX0742;SPC LA N     -    76,030.    1,017,950.      MT  (+/- 180 meters Scaled)
 BX0742
 BX0742                          SUPERSEDED SURVEY CONTROL
 BX0742
 BX0742  NGVD 29 (??/??/??)   20.472  (m)           67.17   (f) ADJUSTED    1 2
 BX0742
 BX0742.Superseded values are not recommended for survey control.
 BX0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0742.See file dsdata.txt to determine how the superseded data were derived.
 BX0742
 BX0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ655503(NAD 83)
 BX0742_MARKER: DB = BENCH MARK DISK
 BX0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0742_STAMPING: L-99 1938
 BX0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0742+STABILITY: SURFACE MOTION
 BX0742
 BX0742  HISTORY     - Date     Condition        Report By
 BX0742  HISTORY     - 1938     MONUMENTED       CGS
 BX0742  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0742  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0742
 BX0742                          STATION DESCRIPTION
 BX0742
 BX0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX0742'3.2 MI SE FROM LATANIER.
 BX0742'3.2 MILES SOUTHEAST ALONG GRAVEL ROAD BY LEVEE 24 FEET WEST OF CENTER
 BX0742'LINE OF GRAVEL ROAD.  IN FRONT OF A SHACK HOUSE AND ON SAME SIDE OF
 BX0742'ROAD.  10 FEET SOUTH OF GATE.
 BX0742
 BX0742                          STATION RECOVERY (1966)
 BX0742
 BX0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0742'MARK NOT FOUND.
 BX0742
 BX0742                          STATION RECOVERY (1999)
 BX0742
 BX0742'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0743 ***********************************************************************
 BX0743  DESIGNATION -  L 99 RESET 1959
 BX0743  PID         -  BX0743
 BX0743  STATE/COUNTY-  LA/RAPIDES
 BX0743  USGS QUAD   -  LATANIER (1993)
 BX0743
 BX0743                         *CURRENT SURVEY CONTROL
 BX0743  ___________________________________________________________________
 BX0743* NAD 83(1986)-  31 11 08.     (N)    092 18 41.     (W)     SCALED    
 BX0743* NAVD 88     -        20.430  (meters)      67.03   (feet)  ADJUSTED  
 BX0743  ___________________________________________________________________
 BX0743  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX0743  DYNAMIC HT  -          20.404 (meters)      66.94  (feet)  COMP
 BX0743  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 BX0743
 BX0743  VERT ORDER  -  FIRST     CLASS I
 BX0743
 BX0743.The horizontal coordinates were scaled from a topographic map and have
 BX0743.an estimated accuracy of +/- 6 seconds.
 BX0743
 BX0743.The orthometric height was determined by differential leveling
 BX0743.and adjusted by the National Geodetic Survey in February 1994..
 BX0743
 BX0743.The geoid height was determined by GEOID03.
 BX0743
 BX0743.The dynamic height is computed by dividing the NAVD 88
 BX0743.geopotential number by the normal gravity value computed on the
 BX0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0743.degrees latitude (g = 980.6199 gals.).
 BX0743
 BX0743.The modeled gravity was interpolated from observed gravity values.
 BX0743
 BX0743;                    North         East    Units  Estimated Accuracy
 BX0743;SPC LA N     -    76,030.    1,017,980.      MT  (+/- 180 meters Scaled)
 BX0743
 BX0743                          SUPERSEDED SURVEY CONTROL
 BX0743
 BX0743  NAVD 88 (06/15/91)   20.433  (m)           67.04   (f) UNKNOWN     1 1
 BX0743  NGVD 29 (??/??/??)   20.408  (m)           66.96   (f) ADJUSTED    1 1
 BX0743
 BX0743.Superseded values are not recommended for survey control.
 BX0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0743.See file dsdata.txt to determine how the superseded data were derived.
 BX0743
 BX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ656503(NAD 83)
 BX0743_MARKER: DB = BENCH MARK DISK
 BX0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0743_STAMPING: L 99 RESET 1959
 BX0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0743+STABILITY: SURFACE MOTION
 BX0743
 BX0743  HISTORY     - Date     Condition        Report By
 BX0743  HISTORY     - 1959     MONUMENTED       CGS
 BX0743  HISTORY     - 1966     GOOD             CGS
 BX0743  HISTORY     - 1977     GOOD             NGS
 BX0743  HISTORY     - 19990424 GOOD             USPSQD
 BX0743
 BX0743                          STATION DESCRIPTION
 BX0743
 BX0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0743'2.8 MI NW FROM POLAND.
 BX0743'ABOUT 2.8 MILES NORTHWEST ALONG STATE ROAD 457 FROM THE HIGH SCHOOL
 BX0743'AND GRAMMAR SCHOOL AT POLAND, IN SECTION 21, T 2 N, R 2 E, ABOUT 0.3
 BX0743'MILE NORTHWEST OF A CURVE IN THE HIGHWAY, 32 1/2 FEET SOUTHWEST OF THE
 BX0743'CENTER LINE OF THE HIGHWAY, 63 FEET SOUTHEAST OF A POWER POLE, 25 FEET
 BX0743'NORTHEAST OF A LONE 29-INCH SYCAMORE TREE, 10 FEET SOUTHEAST OF THE
 BX0743'CENTER OF A METAL GATE AT THE ENTRANCE TO A FIELD, 1 1/2 FEET
 BX0743'NORTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST,
 BX0743'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0743'PROJECTING 1 INCH.  NOTE-- THIS BENCH MARK IS ABOUT 1.0 MILE SOUTHEAST
 BX0743'OF BENCH MARK K 99 RESET 1959 WHICH IS DESCRIBED FROM LATANIER.
 BX0743
 BX0743                          STATION RECOVERY (1977)
 BX0743
 BX0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0743'RECOVERED IN GOOD CONDITION.
 BX0743
 BX0743                          STATION RECOVERY (1999)
 BX0743
 BX0743'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2783 ***********************************************************************
 BH2783  DESIGNATION -  L AND N RR BRIDGE C MID SPAN
 BH2783  PID         -  BH2783
 BH2783  STATE/COUNTY-  LA/ORLEANS
 BH2783  USGS QUAD   -  RIGOLETS (1993)
 BH2783
 BH2783                         *CURRENT SURVEY CONTROL
 BH2783  ___________________________________________________________________
 BH2783* NAD 83(1992)-  30 09 18.69081(N)    089 37 50.95737(W)     ADJUSTED  
 BH2783* NAVD 88     -                                                        
 BH2783  **This station is located in a subsidence area (see below).
 BH2783  ___________________________________________________________________
 BH2783  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BH2783  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BH2783
 BH2783  HORZ ORDER  -  THIRD
 BH2783
 BH2783.The horizontal coordinates were established by classical geodetic methods
 BH2783.and adjusted by the National Geodetic Survey in May 1994..
 BH2783
 BH2783 ** The orthometric height has not been validated since last determined
 BH2783 ** by differential leveling and should not be used for control purposes.
 BH2783 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2783 ** area with valid NAVD 88 orthometric heights.
 BH2783 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2783 ** epoch indicated which incorporates improved geoid heights for the
 BH2783 ** Southern Louisiana Subsidence area.
 BH2783 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2783
 BH2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2783
 BH2783.The geoid height was determined by GEOID03.
 BH2783
 BH2783;                    North         East     Units Scale Factor Converg.
 BH2783;SPC LA S     -   184,687.069 1,163,995.218   MT  0.99992936   +0 51 04.6
 BH2783;SPC LA S     -   605,927.49  3,818,874.31   sFT  0.99992936   +0 51 04.6
 BH2783;SPC MS E     -    72,892.682   223,175.945   MT  1.00002279   -0 24 02.3
 BH2783;SPC MS E     -   239,148.74    732,203.08   sFT  1.00002279   -0 24 02.3
 BH2783;UTM  16      - 3,338,905.647   246,614.666   MT  1.00039218   -1 19 20.2
 BH2783
 BH2783                          SUPERSEDED SURVEY CONTROL
 BH2783
 BH2783  NAD 83(1992)-  30 09 18.69630(N)    089 37 50.95534(W) AD(       ) 4
 BH2783  NAD 83(1986)-  30 09 18.70398(N)    089 37 50.95297(W) AD(       ) 4
 BH2783  NAD 27      -  30 09 17.99000(N)    089 37 50.75000(W) AD(       ) 3
 BH2783
 BH2783.Superseded values are not recommended for survey control.
 BH2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2783.See file dsdata.txt to determine how the superseded data were derived.
 BH2783
 BH2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4661538906(NAD 83)
 BH2783
 BH2783  HISTORY     - Date     Condition        Report By
 BH2783  HISTORY     - 1931     FIRST OBSERVED   CGS
 BH2783  HISTORY     - 1946     GOOD             CGS
 BH2783  HISTORY     - 1952     GOOD             CGS
 BH2783  HISTORY     - 1972     GOOD             NGS
 BH2783  HISTORY     - 19961226 GOOD             USPSQD
 BH2783
 BH2783                          STATION DESCRIPTION
 BH2783
 BH2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2783'THIS INTERSECTION STATION WAS RECOVERED
 BH2783'IN GOOD CONDITION AND, ACCORDING TO LOCAL INFORMATION OBTAINED AT
 BH2783'THE BRIDGE, IT HAS NOT BEEN CHANGED IN ANY WAY SINCE IT WAS
 BH2783'CONSTRUCTED IN 1925.
 BH2783
 BH2783                          STATION RECOVERY (1952)
 BH2783
 BH2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2783'STATION RECOVERED IN GOOD CONDITION. ACCORDING TO RAILROAD OFFICIALS
 BH2783'THIS BRIDGE AT RIGOLETS WAS CONSTRUCTED IN 1924 AND HAS NOT BEEN
 BH2783'REBUILT SINCE THAT DATE.
 BH2783
 BH2783                          STATION RECOVERY (1972)
 BH2783
 BH2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 BH2783'STATION RECOVERED IN GOOD CONDITION.  STATION SITE WAS VISITED
 BH2783'AND THE FOLLOWING IS A DESCRIPTION OF WHAT WAS FOUND--
 BH2783'
 BH2783'A 8 IN SQUARE WOOD POST ABOUT 6 FEET HIGH (WHICH SUPPORTS POWER
 BH2783'LINES TO THE SWINGING BRIDGE) EXISTS AT THE CENTER POINT OF THE
 BH2783'MIDDLE SPAN (SWING SPAN) ON THE TOP CROSS MEMBER OF THE BRIDGE
 BH2783'STRUCTURE.  THE WOOD POST SUPPORTS POWER LINES WHICH LEAD TO
 BH2783'THE SWING SPAN FROM THE FIXED PORTION OF THE BRIDGE.  A RED/GREEN
 BH2783'LIGHT IS ATTACHED TO A STEEL LADDER ABOUT 7 FEET NORTHEAST OF
 BH2783'THE WOOD POST, AND AT THE SAME HEIGHT AS THE TOP OF THE POST.
 BH2783
 BH2783                          STATION RECOVERY (1996)
 BH2783
 BH2783'RECOVERY NOTE BY US POWER SQUADRON 1996
 BH2783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0987 ***********************************************************************
 AT0987  DESIGNATION -  L OUTRE 1934
 AT0987  PID         -  AT0987
 AT0987  STATE/COUNTY-  LA/ST BERNARD
 AT0987  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0987
 AT0987                         *CURRENT SURVEY CONTROL
 AT0987  ___________________________________________________________________
 AT0987* NAD 83(1992)-  29 47 54.39099(N)    089 22 00.62678(W)     ADJUSTED  
 AT0987* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0987  ___________________________________________________________________
 AT0987  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AT0987  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AT0987
 AT0987  HORZ ORDER  -  THIRD
 AT0987
 AT0987.The horizontal coordinates were established by classical geodetic methods
 AT0987.and adjusted by the National Geodetic Survey in May 1994..
 AT0987
 AT0987.The orthometric height was scaled from a topographic map.
 AT0987
 AT0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0987
 AT0987.The geoid height was determined by GEOID03.
 AT0987
 AT0987;                    North         East     Units Scale Factor Converg.
 AT0987;SPC LA S     -   145,556.384 1,190,099.537   MT  0.99993195   +0 58 59.8
 AT0987;SPC LA S     -   477,546.24  3,904,518.23   sFT  0.99993195   +0 58 59.8
 AT0987;UTM  16      - 3,298,800.433   271,230.625   MT  1.00024577   -1 10 36.2
 AT0987
 AT0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0987!SPC LA S     -   1.00000403  x   0.99993195  =   0.99993598
 AT0987!UTM  16      -   1.00000403  x   1.00024577  =   1.00024980
 AT0987
 AT0987                          SUPERSEDED SURVEY CONTROL
 AT0987
 AT0987  NAD 83(1992)-  29 47 54.39358(N)    089 22 00.62413(W) AD(       ) 3
 AT0987  NAD 83(1986)-  29 47 54.39839(N)    089 22 00.62593(W) AD(       ) 3
 AT0987  NAD 27      -  29 47 53.67000(N)    089 22 00.46000(W) AD(       ) 3
 AT0987
 AT0987.Superseded values are not recommended for survey control.
 AT0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0987.See file dsdata.txt to determine how the superseded data were derived.
 AT0987
 AT0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7123198800(NAD 83)
 AT0987_MARKER: DS = TRIANGULATION STATION DISK
 AT0987_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0987_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0987
 AT0987  HISTORY     - Date     Condition        Report By
 AT0987  HISTORY     - 1934     MONUMENTED       CGS
 AT0987  HISTORY     - 1952     GOOD             CGS
 AT0987  HISTORY     - 1965     GOOD             CGS
 AT0987
 AT0987                          STATION DESCRIPTION
 AT0987
 AT0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0987'STATION IS ON THE N BANK OF BAYOU LA LOUTRE AT THE W SIDE OF THE
 AT0987'ENTRANCE TO MORGAN
 AT0987'HARBOR, 20 METERS FROM THE N BANK OF THE BAYOU,
 AT0987'AND 20 METERS FROM THE W BANK OF THE
 AT0987'HARBOR ENTRANCE IN HARD MARSH.
 AT0987'
 AT0987'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0987'OF THE TOP OF A
 AT0987'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0987'UPPER END OF A LONG WOODEN PILE
 AT0987'DRIVEN INTO THE MARSH.
 AT0987'
 AT0987'NO REFERENCE MARKS WERE ESTABLISHED.
 AT0987'
 AT0987'REACHED VIA BAYOU LA LOUTRE E OR W TO STATION.
 AT0987'
 AT0987'BAYOU LA LOUTRE IS GOOD FOR A DRAFT OF 4 FEET TO BAY ELOI.
 AT0987
 AT0987                          STATION RECOVERY (1952)
 AT0987
 AT0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0987'STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 AT0987'ADEQUATE EXCEPT
 AT0987'THE STATION IS 19 METERS FROM THE N BANK OF THE BAYOU
 AT0987'AND 26 METERS FROM THE W BANK.
 AT0987
 AT0987                          STATION RECOVERY (1965)
 AT0987
 AT0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0987'STATION MARK WAS RECOVERED AS DESCRIBED AND A METAL WITNESS POST WAS
 AT0987'SET AT THE MARK.
 AT0987'NO REFERENCE MARKS WERE SET AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3379 ***********************************************************************
 AU3379  DESIGNATION -  L001
 AU3379  PID         -  AU3379
 AU3379  STATE/COUNTY-  LA/ST MARY
 AU3379  USGS QUAD   -  AMELIA (1994)
 AU3379
 AU3379                         *CURRENT SURVEY CONTROL
 AU3379  ___________________________________________________________________
 AU3379* NAD 83(1992)-  29 39 40.11643(N)    091 06 17.99616(W)     ADJUSTED  
 AU3379* NAVD 88     -         5.2  **(meters)      17.   **(feet)  GPS OBS   
 AU3379  **This station is located in a subsidence area (see below).
 AU3379  ___________________________________________________________________
 AU3379  X           -    -106,970.613 (meters)                     COMP
 AU3379  Y           -  -5,545,891.993 (meters)                     COMP
 AU3379  Z           -   3,137,778.477 (meters)                     COMP
 AU3379  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU3379  ELLIP HEIGHT-         -20.55  (meters)          (02/20/02) GPS OBS
 AU3379  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AU3379
 AU3379  HORZ ORDER  -  FIRST
 AU3379  ELLP ORDER  -  FOURTH    CLASS I
 AU3379
 AU3379.The horizontal coordinates were established by GPS observations
 AU3379.and adjusted by the National Geodetic Survey in July 2000..
 AU3379
 AU3379 ** The orthometric height has not been validated since last determined
 AU3379 ** by differential leveling and should not be used for control purposes.
 AU3379 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3379 ** area with valid NAVD 88 orthometric heights.
 AU3379 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3379 ** epoch indicated which incorporates improved geoid heights for the
 AU3379 ** Southern Louisiana Subsidence area.
 AU3379 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3379.The orthometric height was determined by GPS observations and a
 AU3379.high-resolution geoid model.
 AU3379
 AU3379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3379
 AU3379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3379
 AU3379.The ellipsoidal height was determined by GPS observations
 AU3379.and is referenced to NAD 83.
 AU3379
 AU3379.The geoid height was determined by GEOID03.
 AU3379
 AU3379;                    North         East     Units Scale Factor Converg.
 AU3379;SPC LA S     -   128,728.895 1,022,104.329   MT  0.99994321   +0 06 51.0
 AU3379;SPC LA S     -   422,338.05  3,353,353.95   sFT  0.99994321   +0 06 51.0
 AU3379;UTM  15      - 3,282,739.525   683,403.386   MT  1.00001504   +0 56 16.9
 AU3379
 AU3379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3379!SPC LA S     -   1.00000323  x   0.99994321  =   0.99994644
 AU3379!UTM  15      -   1.00000323  x   1.00001504  =   1.00001827
 AU3379
 AU3379                          SUPERSEDED SURVEY CONTROL
 AU3379
 AU3379  ELLIP H (07/31/00)  -20.49   (m)                       GP(       ) 4 1
 AU3379  NAD 83(1992)-  29 39 40.11446(N)    091 06 17.99364(W) AD(       ) 2
 AU3379  ELLIP H (01/21/93)  -20.55   (m)                       GP(       ) 4 2
 AU3379  NAD 83(1986)-  29 39 40.13779(N)    091 06 17.99283(W) AD(       ) 2
 AU3379  NGVD 29 (11/27/91)    5.4    (m)           18.     (f) GPS OBS        
 AU3379
 AU3379.Superseded values are not recommended for survey control.
 AU3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3379.See file dsdata.txt to determine how the superseded data were derived.
 AU3379
 AU3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8340382740(NAD 83)
 AU3379_MARKER: DD = SURVEY DISK
 AU3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3379_SP_SET: CONCRETE POST
 AU3379_STAMPING: L001 1990
 AU3379_MARK LOGO: LA-101
 AU3379_PROJECTION: FLUSH
 AU3379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3379+STABILITY: SURFACE MOTION
 AU3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3379+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3379
 AU3379  HISTORY     - Date     Condition        Report By
 AU3379  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3379  HISTORY     - 19991130 GOOD             CDSMS
 AU3379
 AU3379                          STATION DESCRIPTION
 AU3379
 AU3379'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3379'THE MONUMENT IS LOCATED AT THE SOUTHWEST END OF THE U.S. HIGHWAY 90
 AU3379'BRIDGE OVER BAYOU BOEUF IN AMELIA, LA. AT MILEPOST 183.
 AU3379'THE MONUMENT IS 15.6 FEET WEST OF THE SOUTHWEST BRIDGE ABUTMENT,
 AU3379'28.2 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 90 AND 1.5 FEET
 AU3379'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3379'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3379'FLUSH WITH THE GROUND.
 AU3379
 AU3379                          STATION RECOVERY (1999)
 AU3379
 AU3379'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3380 ***********************************************************************
 AU3380  DESIGNATION -  L002
 AU3380  PID         -  AU3380
 AU3380  STATE/COUNTY-  LA/ST MARY
 AU3380  USGS QUAD   -  AMELIA (1994)
 AU3380
 AU3380                         *CURRENT SURVEY CONTROL
 AU3380  ___________________________________________________________________
 AU3380* NAD 83(1992)-  29 41 10.31426(N)    091 06 05.00791(W)     ADJUSTED  
 AU3380* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AU3380  **This station is located in a subsidence area (see below).
 AU3380  ___________________________________________________________________
 AU3380  X           -    -106,594.906 (meters)                     COMP
 AU3380  Y           -  -5,544,520.921 (meters)                     COMP
 AU3380  Z           -   3,140,189.729 (meters)                     COMP
 AU3380  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU3380  ELLIP HEIGHT-         -24.17  (meters)          (02/20/02) GPS OBS
 AU3380  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU3380
 AU3380  HORZ ORDER  -  FIRST
 AU3380  ELLP ORDER  -  FOURTH    CLASS I
 AU3380
 AU3380.The horizontal coordinates were established by GPS observations
 AU3380.and adjusted by the National Geodetic Survey in July 2000..
 AU3380
 AU3380 ** The orthometric height has not been validated since last determined
 AU3380 ** by differential leveling and should not be used for control purposes.
 AU3380 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3380 ** area with valid NAVD 88 orthometric heights.
 AU3380 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3380 ** epoch indicated which incorporates improved geoid heights for the
 AU3380 ** Southern Louisiana Subsidence area.
 AU3380 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3380.The orthometric height was determined by GPS observations and a
 AU3380.high-resolution geoid model.
 AU3380
 AU3380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3380
 AU3380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3380
 AU3380.The ellipsoidal height was determined by GPS observations
 AU3380.and is referenced to NAD 83.
 AU3380
 AU3380.The geoid height was determined by GEOID03.
 AU3380
 AU3380;                    North         East     Units Scale Factor Converg.
 AU3380;SPC LA S     -   131,506.695 1,022,447.972   MT  0.99994073   +0 06 57.5
 AU3380;SPC LA S     -   431,451.55  3,354,481.39   sFT  0.99994073   +0 06 57.5
 AU3380;UTM  15      - 3,285,522.186   683,707.057   MT  1.00001642   +0 56 26.0
 AU3380
 AU3380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3380!SPC LA S     -   1.00000380  x   0.99994073  =   0.99994453
 AU3380!UTM  15      -   1.00000380  x   1.00001642  =   1.00002022
 AU3380
 AU3380:                Primary Azimuth Mark                     Grid Az
 AU3380:SPC LA S     -  L066                                     265 16 45.9
 AU3380:UTM  15      -  L066                                     264 27 17.4
 AU3380
 AU3380|---------------------------------------------------------------------|
 AU3380| PID    Reference Object                     Distance      Geod. Az  |
 AU3380|                                                           dddmmss.s |
 AU3380| AI6942 L066                                448.639 METERS 2652343.4 |
 AU3380|---------------------------------------------------------------------|
 AU3380
 AU3380                          SUPERSEDED SURVEY CONTROL
 AU3380
 AU3380  ELLIP H (07/31/00)  -24.11   (m)                       GP(       ) 4 1
 AU3380  NAD 83(1992)-  29 41 10.31261(N)    091 06 05.00550(W) AD(       ) 2
 AU3380  ELLIP H (01/21/93)  -24.16   (m)                       GP(       ) 4 2
 AU3380  NAD 83(1986)-  29 41 10.33600(N)    091 06 05.00504(W) AD(       ) 2
 AU3380  NGVD 29 (11/27/91)    1.8    (m)            6.     (f) GPS OBS        
 AU3380
 AU3380.Superseded values are not recommended for survey control.
 AU3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3380.See file dsdata.txt to determine how the superseded data were derived.
 AU3380
 AU3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8370785522(NAD 83)
 AU3380_MARKER: DD = SURVEY DISK
 AU3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3380_SP_SET: CONCRETE POST
 AU3380_STAMPING: L002 1990
 AU3380_MARK LOGO: LA-101
 AU3380_PROJECTION: FLUSH
 AU3380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3380+STABILITY: SURFACE MOTION
 AU3380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3380+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3380
 AU3380  HISTORY     - Date     Condition        Report By
 AU3380  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3380  HISTORY     - 19991130 GOOD             CDSMS
 AU3380
 AU3380                          STATION DESCRIPTION
 AU3380
 AU3380'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3380'THE MONUMENT IS LOCATED ON THE EAST SIDE OF LAKE PALOURDE ROAD AT
 AU3380'THE SOUTHWEST CORNER OF ST. ANDREWS CEMETARY, APPROXIMATELY 1.70
 AU3380'MILES NORTH ALONG LAKE PALOURDE ROAD FROM THE INTERSECTION WITH
 AU3380'U.S. HIGHWAY 90 IN AMELIA, LA.
 AU3380'THE MONUMENT IS LOCATED 25.0 FEET SOUTH OF THE SHELL AND GRAVEL
 AU3380'DRIVEWAY AT THE SOUTHWEST CORNER OF ST. ANDREWS CEMETARY AND 1.5 FEET
 AU3380'SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3380'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3380'FLUSH WITH THE GROUND.
 AU3380
 AU3380                          STATION RECOVERY (1999)
 AU3380
 AU3380'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3383 ***********************************************************************
 AU3383  DESIGNATION -  L005
 AU3383  PID         -  AU3383
 AU3383  STATE/COUNTY-  LA/ST MARY
 AU3383  USGS QUAD   -  MORGAN CITY (1994)
 AU3383
 AU3383                         *CURRENT SURVEY CONTROL
 AU3383  ___________________________________________________________________
 AU3383* NAD 83(1992)-  29 43 13.57734(N)    091 12 32.88785(W)     ADJUSTED  
 AU3383* NAVD 88     -         5.8  **(meters)      19.   **(feet)  GPS OBS   
 AU3383  **This station is located in a subsidence area (see below).
 AU3383  ___________________________________________________________________
 AU3383  X           -    -116,981.544 (meters)                     COMP
 AU3383  Y           -  -5,542,433.968 (meters)                     COMP
 AU3383  Z           -   3,143,488.414 (meters)                     COMP
 AU3383  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU3383  ELLIP HEIGHT-         -20.11  (meters)          (02/20/02) GPS OBS
 AU3383  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AU3383
 AU3383  HORZ ORDER  -  FIRST
 AU3383  ELLP ORDER  -  FOURTH    CLASS I
 AU3383
 AU3383.The horizontal coordinates were established by GPS observations
 AU3383.and adjusted by the National Geodetic Survey in July 2000..
 AU3383
 AU3383 ** The orthometric height has not been validated since last determined
 AU3383 ** by differential leveling and should not be used for control purposes.
 AU3383 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3383 ** area with valid NAVD 88 orthometric heights.
 AU3383 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3383 ** epoch indicated which incorporates improved geoid heights for the
 AU3383 ** Southern Louisiana Subsidence area.
 AU3383 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3383.The orthometric height was determined by GPS observations and a
 AU3383.high-resolution geoid model.
 AU3383
 AU3383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3383
 AU3383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3383
 AU3383.The ellipsoidal height was determined by GPS observations
 AU3383.and is referenced to NAD 83.
 AU3383
 AU3383.The geoid height was determined by GEOID03.
 AU3383
 AU3383;                    North         East     Units Scale Factor Converg.
 AU3383;SPC LA S     -   135,285.646 1,012,016.079   MT  0.99993765   +0 03 43.6
 AU3383;SPC LA S     -   443,849.66  3,320,256.09   sFT  0.99993765   +0 03 43.6
 AU3383;UTM  15      - 3,289,150.685   673,221.251   MT  0.99997023   +0 53 17.1
 AU3383
 AU3383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3383!SPC LA S     -   1.00000316  x   0.99993765  =   0.99994081
 AU3383!UTM  15      -   1.00000316  x   0.99997023  =   0.99997339
 AU3383
 AU3383:                Primary Azimuth Mark                     Grid Az
 AU3383:SPC LA S     -  MORGAN 2                                 229 39 40.1
 AU3383:UTM  15      -  MORGAN 2                                 228 50 06.6
 AU3383
 AU3383|---------------------------------------------------------------------|
 AU3383| PID    Reference Object                     Distance      Geod. Az  |
 AU3383|                                                           dddmmss.s |
 AU3383| AU2350 MORGAN 2                            416.254 METERS 2294323.7 |
 AU3383|---------------------------------------------------------------------|
 AU3383
 AU3383                          SUPERSEDED SURVEY CONTROL
 AU3383
 AU3383  ELLIP H (07/31/00)  -20.05   (m)                       GP(       ) 4 1
 AU3383  NAD 83(1992)-  29 43 13.57546(N)    091 12 32.88536(W) AD(       ) 2
 AU3383  ELLIP H (01/21/93)  -20.05   (m)                       GP(       ) 4 2
 AU3383  NAD 83(1986)-  29 43 13.59835(N)    091 12 32.88152(W) AD(       ) 2
 AU3383  NGVD 29 (11/27/91)    6.0    (m)           20.     (f) GPS OBS        
 AU3383
 AU3383.Superseded values are not recommended for survey control.
 AU3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3383.See file dsdata.txt to determine how the superseded data were derived.
 AU3383
 AU3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7322189151(NAD 83)
 AU3383_MARKER: DD = SURVEY DISK
 AU3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3383_SP_SET: CONCRETE POST
 AU3383_STAMPING: L005 1990
 AU3383_MARK LOGO: LA-101
 AU3383_PROJECTION: FLUSH
 AU3383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3383+STABILITY: SURFACE MOTION
 AU3383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3383+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3383
 AU3383  HISTORY     - Date     Condition        Report By
 AU3383  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3383  HISTORY     - 19991130 GOOD             CDSMS
 AU3383
 AU3383                          STATION DESCRIPTION
 AU3383
 AU3383'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3383'THE MONUMENT IS LOCATED APPROXIMATELY 0.1 MILE EAST OF THE
 AU3383'INTERSECTION OF ELM STREET AND LEVEE ROAD IN MORGAN CITY, LA.
 AU3383'ON TOP OF THE LEVEE ACROSS FROM THE BUILDING WITH ADDRESS
 AU3383'1010 LEVEE ROAD.
 AU3383'THE MONUMENT IS APPROXIMATELY 96.2 FEET NORTH OF THE CENTERLINE
 AU3383'OF LEVEE ROAD, AND 5.4 FEET SOUTH OF A STEEL PILING WALL AND AN
 AU3383'ORANGE FIBERGLASS WITNESS POST ON TOP OF THE LEVEE.
 AU3383'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE
 AU3383'MONUMENT FLUSH WITH THE GROUND.
 AU3383
 AU3383                          STATION RECOVERY (1999)
 AU3383
 AU3383'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3384 ***********************************************************************
 AU3384  DESIGNATION -  L006
 AU3384  PID         -  AU3384
 AU3384  STATE/COUNTY-  LA/ST MARY
 AU3384  USGS QUAD   -  MORGAN CITY (1994)
 AU3384
 AU3384                         *CURRENT SURVEY CONTROL
 AU3384  ___________________________________________________________________
 AU3384* NAD 83(1992)-  29 43 25.28417(N)    091 11 26.73053(W)     ADJUSTED  
 AU3384* NAVD 88     -         6.5  **(meters)      21.   **(feet)  VERTCON   
 AU3384  **This station is located in a subsidence area (see below).
 AU3384  ___________________________________________________________________
 AU3384  X           -    -115,200.155 (meters)                     COMP
 AU3384  Y           -  -5,542,292.961 (meters)                     COMP
 AU3384  Z           -   3,143,801.704 (meters)                     COMP
 AU3384  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU3384  ELLIP HEIGHT-         -19.61  (meters)          (06/26/02) GPS OBS
 AU3384  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU3384
 AU3384  HORZ ORDER  -  SECOND
 AU3384  ELLP ORDER  -  FOURTH    CLASS II
 AU3384
 AU3384.The horizontal coordinates were established by GPS observations
 AU3384.and adjusted by the National Geodetic Survey in January 1993..
 AU3384
 AU3384 ** The orthometric height has not been validated since last determined
 AU3384 ** by differential leveling and should not be used for control purposes.
 AU3384 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3384 ** area with valid NAVD 88 orthometric heights.
 AU3384 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3384 ** epoch indicated which incorporates improved geoid heights for the
 AU3384 ** Southern Louisiana Subsidence area.
 AU3384 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3384
 AU3384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3384
 AU3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3384
 AU3384.The ellipsoidal height was determined by GPS observations
 AU3384.and is referenced to NAD 83.
 AU3384
 AU3384.The geoid height was determined by GEOID03.
 AU3384
 AU3384;                    North         East     Units Scale Factor Converg.
 AU3384;SPC LA S     -   135,648.158 1,013,793.599   MT  0.99993737   +0 04 16.6
 AU3384;SPC LA S     -   445,039.00  3,326,087.83   sFT  0.99993737   +0 04 16.6
 AU3384;UTM  15      - 3,289,538.798   674,993.425   MT  0.99997784   +0 53 50.2
 AU3384
 AU3384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3384!SPC LA S     -   1.00000308  x   0.99993737  =   0.99994045
 AU3384!UTM  15      -   1.00000308  x   0.99997784  =   0.99998092
 AU3384
 AU3384                          SUPERSEDED SURVEY CONTROL
 AU3384
 AU3384  ELLIP H (01/21/93)  -19.48   (m)                       GP(       ) 4 2
 AU3384  NAD 83(1986)-  29 43 25.30700(N)    091 11 26.72719(W) AD(       ) 2
 AU3384  NGVD 29 (11/27/91)    6.6    (m)           22.     (f) GPS OBS        
 AU3384
 AU3384.Superseded values are not recommended for survey control.
 AU3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3384.See file dsdata.txt to determine how the superseded data were derived.
 AU3384
 AU3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7499389539(NAD 83)
 AU3384_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3384_SP_SET: CONCRETE POST
 AU3384_STAMPING: L006 1990
 AU3384_MARK LOGO: LA-101
 AU3384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3384+STABILITY: SURFACE MOTION
 AU3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3384+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3384
 AU3384  HISTORY     - Date     Condition        Report By
 AU3384  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3384
 AU3384                          STATION DESCRIPTION
 AU3384
 AU3384'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3384'MONUMENT IS LOCATED APPROXIMATELY 0.2 MILE NORTHWEST OF ST. MARY
 AU3384'PARISH ROAD 12 AND STATE HIGHWAY 70 INTERSECTION IN MORGAN CITY,
 AU3384'LA., ABOUT 114 FEET NORTH OF STATE HIGHWAY 70, ON TOP OF LEVEE.
 AU3384'FROM THE INTERSECTION OF ST. MARY PARISH ROAD 12 AND STATE HIGHWAY
 AU3384'70 IN MORGAN CITY, LA., PROCEED 0.2 MILE NORTHWEST ALONG STATE
 AU3384'HIGHWAY 70 AND 114 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 AU3384'70, 4.2 FEET SOUTH OF A STEEL PILING WALL AND AN ORANGE FIBERGLASS
 AU3384'WITNESS POST ON TOP OF THE LEVEE AND 54.4 FEET EAST OF A BARBED
 AU3384'WIRE FENCE. THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A
 AU3384'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3385 ***********************************************************************
 AU3385  DESIGNATION -  L007
 AU3385  PID         -  AU3385
 AU3385  STATE/COUNTY-  LA/ST MARY
 AU3385  USGS QUAD   -  MORGAN CITY (1994)
 AU3385
 AU3385                         *CURRENT SURVEY CONTROL
 AU3385  ___________________________________________________________________
 AU3385* NAD 83(1992)-  29 41 47.48585(N)    091 12 04.71718(W)     ADJUSTED  
 AU3385* NAVD 88     -         1.8  **(meters)       6.   **(feet)  VERTCON   
 AU3385  **This station is located in a subsidence area (see below).
 AU3385  ___________________________________________________________________
 AU3385  X           -    -116,252.051 (meters)                     COMP
 AU3385  Y           -  -5,543,759.728 (meters)                     COMP
 AU3385  Z           -   3,141,183.960 (meters)                     COMP
 AU3385  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU3385  ELLIP HEIGHT-         -24.25  (meters)          (06/26/02) GPS OBS
 AU3385  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3385
 AU3385  HORZ ORDER  -  SECOND
 AU3385  ELLP ORDER  -  FOURTH    CLASS II
 AU3385
 AU3385.The horizontal coordinates were established by GPS observations
 AU3385.and adjusted by the National Geodetic Survey in January 1993..
 AU3385
 AU3385 ** The orthometric height has not been validated since last determined
 AU3385 ** by differential leveling and should not be used for control purposes.
 AU3385 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3385 ** area with valid NAVD 88 orthometric heights.
 AU3385 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3385 ** epoch indicated which incorporates improved geoid heights for the
 AU3385 ** Southern Louisiana Subsidence area.
 AU3385 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3385
 AU3385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3385
 AU3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3385
 AU3385.The ellipsoidal height was determined by GPS observations
 AU3385.and is referenced to NAD 83.
 AU3385
 AU3385.The geoid height was determined by GEOID03.
 AU3385
 AU3385;                    North         East     Units Scale Factor Converg.
 AU3385;SPC LA S     -   132,635.815 1,012,776.216   MT  0.99993976   +0 03 57.6
 AU3385;SPC LA S     -   435,156.00  3,322,749.97   sFT  0.99993976   +0 03 57.6
 AU3385;UTM  15      - 3,286,511.995   674,019.518   MT  0.99997365   +0 53 28.7
 AU3385
 AU3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3385!SPC LA S     -   1.00000381  x   0.99993976  =   0.99994357
 AU3385!UTM  15      -   1.00000381  x   0.99997365  =   0.99997746
 AU3385
 AU3385                          SUPERSEDED SURVEY CONTROL
 AU3385
 AU3385  ELLIP H (01/21/93)  -24.13   (m)                       GP(       ) 4 2
 AU3385  NAD 83(1986)-  29 41 47.50869(N)    091 12 04.71423(W) AD(       ) 2
 AU3385  NGVD 29 (11/27/91)    1.9    (m)            6.     (f) GPS OBS        
 AU3385
 AU3385.Superseded values are not recommended for survey control.
 AU3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3385.See file dsdata.txt to determine how the superseded data were derived.
 AU3385
 AU3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7402086512(NAD 83)
 AU3385_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3385_SP_SET: CONCRETE POST
 AU3385_STAMPING: L007 1990
 AU3385_MARK LOGO: LA-101
 AU3385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3385+STABILITY: SURFACE MOTION
 AU3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3385+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3385
 AU3385  HISTORY     - Date     Condition        Report By
 AU3385  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3385
 AU3385                          STATION DESCRIPTION
 AU3385
 AU3385'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3385'THE MONUMENT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION
 AU3385'OF SIXTH STREET AND DUKE STREET IN MORGAN CITY, LA.
 AU3385'THE MONUMENT IS LOCATED 22.0 FEET WEST OF THE CENTERLINE OF SIXTH
 AU3385'STREET, 36.7 FEET SOUTH OF THE CENTERLINE OF DUKE STREET, AT THE
 AU3385'SOUTHWEST CORNER OF THE SIDEWALK INTERSECTIONS AND IN FRONT OF A
 AU3385'HOUSE WITH THE ADDRESS 415 SIXTH STREET.
 AU3385'THE MONUMENT IS A ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3385'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3386 ***********************************************************************
 AU3386  DESIGNATION -  L008
 AU3386  PID         -  AU3386
 AU3386  STATE/COUNTY-  LA/ST MARY
 AU3386  USGS QUAD   -  MORGAN CITY (1994)
 AU3386
 AU3386                         *CURRENT SURVEY CONTROL
 AU3386  ___________________________________________________________________
 AU3386* NAD 83(1992)-  29 42 26.07432(N)    091 13 31.55914(W)     ADJUSTED  
 AU3386* NAVD 88     -         5.2  **(meters)      17.   **(feet)  VERTCON   
 AU3386  **This station is located in a subsidence area (see below).
 AU3386  ___________________________________________________________________
 AU3386  X           -    -118,573.558 (meters)                     COMP
 AU3386  Y           -  -5,543,124.734 (meters)                     COMP
 AU3386  Z           -   3,142,217.753 (meters)                     COMP
 AU3386  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU3386  ELLIP HEIGHT-         -20.76  (meters)          (06/26/02) GPS OBS
 AU3386  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AU3386
 AU3386  HORZ ORDER  -  SECOND
 AU3386  ELLP ORDER  -  FOURTH    CLASS II
 AU3386
 AU3386.The horizontal coordinates were established by GPS observations
 AU3386.and adjusted by the National Geodetic Survey in January 1993..
 AU3386
 AU3386 ** The orthometric height has not been validated since last determined
 AU3386 ** by differential leveling and should not be used for control purposes.
 AU3386 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3386 ** area with valid NAVD 88 orthometric heights.
 AU3386 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3386 ** epoch indicated which incorporates improved geoid heights for the
 AU3386 ** Southern Louisiana Subsidence area.
 AU3386 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3386
 AU3386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3386
 AU3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3386
 AU3386.The ellipsoidal height was determined by GPS observations
 AU3386.and is referenced to NAD 83.
 AU3386
 AU3386.The geoid height was determined by GEOID03.
 AU3386
 AU3386;                    North         East     Units Scale Factor Converg.
 AU3386;SPC LA S     -   133,821.474 1,010,440.674   MT  0.99993879   +0 03 14.2
 AU3386;SPC LA S     -   439,045.95  3,315,087.44   sFT  0.99993879   +0 03 14.2
 AU3386;UTM  15      - 3,287,663.917   671,667.068   MT  0.99996362   +0 52 46.7
 AU3386
 AU3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3386!SPC LA S     -   1.00000326  x   0.99993879  =   0.99994205
 AU3386!UTM  15      -   1.00000326  x   0.99996362  =   0.99996688
 AU3386
 AU3386                          SUPERSEDED SURVEY CONTROL
 AU3386
 AU3386  ELLIP H (01/21/93)  -20.75   (m)                       GP(       ) 4 2
 AU3386  NAD 83(1986)-  29 42 26.09759(N)    091 13 31.55644(W) AD(       ) 2
 AU3386  NGVD 29 (11/27/91)    5.3    (m)           17.     (f) GPS OBS        
 AU3386
 AU3386.Superseded values are not recommended for survey control.
 AU3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3386.See file dsdata.txt to determine how the superseded data were derived.
 AU3386
 AU3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7166787664(NAD 83)
 AU3386_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3386_SP_SET: CONCRETE POST
 AU3386_STAMPING: L008 1990
 AU3386_MARK LOGO: LA-101
 AU3386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3386+STABILITY: SURFACE MOTION
 AU3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3386+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3386
 AU3386  HISTORY     - Date     Condition        Report By
 AU3386  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3386
 AU3386                          STATION DESCRIPTION
 AU3386
 AU3386'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3386'THE MONUMENT IS LOCATED APPROXIMATELY 0.35 MILES NORTH OF THE
 AU3386'INTERSECTION OF GILMORE ROAD AND RIVER ROAD IN BERWICK, LA., ON
 AU3386'THE EAST SIDE OF RIVER ROAD, AT THE TOP OF THE LEVEE, WHERE THE
 AU3386'CONCRETE LEVEE WALL AND THE STEEL PILING WALL MEET.
 AU3386'THE MONUMENT IS 52.0 FEET NORTHEAST OF THE CENTERLINE OF RIVER
 AU3386'ROAD, 3.7 FEET SOUTHWEST OF THE CONCRETE WALL AND STEEL PILING
 AU3386'WALL INTERSECTION AND AN ORANGE FIBERGLASS WITNESS POST. THE
 AU3386'MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3386'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3387 ***********************************************************************
 AU3387  DESIGNATION -  L009
 AU3387  PID         -  AU3387
 AU3387  STATE/COUNTY-  LA/ST MARY
 AU3387  USGS QUAD   -  MORGAN CITY (1994)
 AU3387
 AU3387                         *CURRENT SURVEY CONTROL
 AU3387  ___________________________________________________________________
 AU3387* NAD 83(1992)-  29 43 20.18222(N)    091 14 24.28630(W)     ADJUSTED  
 AU3387* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AU3387  **This station is located in a subsidence area (see below).
 AU3387  ___________________________________________________________________
 AU3387  X           -    -119,972.614 (meters)                     COMP
 AU3387  Y           -  -5,542,266.373 (meters)                     COMP
 AU3387  Z           -   3,143,663.429 (meters)                     COMP
 AU3387  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AU3387  ELLIP HEIGHT-         -23.34  (meters)          (02/20/02) GPS OBS
 AU3387  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU3387
 AU3387  HORZ ORDER  -  FIRST
 AU3387  ELLP ORDER  -  FOURTH    CLASS I
 AU3387
 AU3387.The horizontal coordinates were established by GPS observations
 AU3387.and adjusted by the National Geodetic Survey in July 2000..
 AU3387
 AU3387 ** The orthometric height has not been validated since last determined
 AU3387 ** by differential leveling and should not be used for control purposes.
 AU3387 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3387 ** area with valid NAVD 88 orthometric heights.
 AU3387 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3387 ** epoch indicated which incorporates improved geoid heights for the
 AU3387 ** Southern Louisiana Subsidence area.
 AU3387 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3387.The orthometric height was determined by GPS observations and a
 AU3387.high-resolution geoid model.
 AU3387
 AU3387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3387
 AU3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3387
 AU3387.The ellipsoidal height was determined by GPS observations
 AU3387.and is referenced to NAD 83.
 AU3387
 AU3387.The geoid height was determined by GEOID03.
 AU3387
 AU3387;                    North         East     Units Scale Factor Converg.
 AU3387;SPC LA S     -   135,486.163 1,009,022.096   MT  0.99993749   +0 02 47.9
 AU3387;SPC LA S     -   444,507.52  3,310,433.33   sFT  0.99993749   +0 02 47.9
 AU3387;UTM  15      - 3,289,308.022   670,224.610   MT  0.99995753   +0 52 22.0
 AU3387
 AU3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3387!SPC LA S     -   1.00000367  x   0.99993749  =   0.99994116
 AU3387!UTM  15      -   1.00000367  x   0.99995753  =   0.99996120
 AU3387
 AU3387                          SUPERSEDED SURVEY CONTROL
 AU3387
 AU3387  ELLIP H (07/31/00)  -23.29   (m)                       GP(       ) 4 1
 AU3387  NAD 83(1992)-  29 43 20.18077(N)    091 14 24.28281(W) AD(       ) 2
 AU3387  ELLIP H (01/21/93)  -23.28   (m)                       GP(       ) 4 2
 AU3387  NAD 83(1986)-  29 43 20.20370(N)    091 14 24.27922(W) AD(       ) 2
 AU3387  NGVD 29 (11/27/91)    2.8    (m)            9.     (f) GPS OBS        
 AU3387
 AU3387.Superseded values are not recommended for survey control.
 AU3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3387.See file dsdata.txt to determine how the superseded data were derived.
 AU3387
 AU3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7022589308(NAD 83)
 AU3387_MARKER: DD = SURVEY DISK
 AU3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3387_SP_SET: CONCRETE POST
 AU3387_STAMPING: L009 1990
 AU3387_MARK LOGO: LA-101
 AU3387_PROJECTION: FLUSH
 AU3387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3387+STABILITY: SURFACE MOTION
 AU3387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3387+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3387
 AU3387  HISTORY     - Date     Condition        Report By
 AU3387  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3387  HISTORY     - 19991130 GOOD             CDSMS
 AU3387
 AU3387                          STATION DESCRIPTION
 AU3387
 AU3387'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3387'THE MONUMENT IS LOCATED AT THE SOUTHEAST CORNER OF FAIRVIEW DRIVE
 AU3387'AND PATTI DRIVE, NORTHWEST OF BERWICK, LA.
 AU3387'THE MONUMENT IS 31.5 FEET EAST OF PATTI DRIVE, 42.0 FEET SOUTH OF
 AU3387'FAIRVIEW DRIVE AND 1.5 FEET NORTH OF AN ORANGE WITNESS POST.
 AU3387'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRET POST
 AU3387'FLUSH WITH THE GROUND.
 AU3387
 AU3387                          STATION RECOVERY (1999)
 AU3387
 AU3387'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3387'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU3387'RECOVERED AS DESCRIBED IN 1990 DESCRIPTION EXCEPT THAT ORANGE
 AU3387'FIBERGLASS WITNESS POST IS ON LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3388 ***********************************************************************
 AU3388  DESIGNATION -  L010
 AU3388  PID         -  AU3388
 AU3388  STATE/COUNTY-  LA/ST MARY
 AU3388  USGS QUAD   -  MORGAN CITY (1994)
 AU3388
 AU3388                         *CURRENT SURVEY CONTROL
 AU3388  ___________________________________________________________________
 AU3388* NAD 83(1992)-  29 40 26.78901(N)    091 13 57.41271(W)     ADJUSTED  
 AU3388* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AU3388  **This station is located in a subsidence area (see below).
 AU3388  ___________________________________________________________________
 AU3388  X           -    -119,307.407 (meters)                     COMP
 AU3388  Y           -  -5,544,925.448 (meters)                     COMP
 AU3388  Z           -   3,139,025.242 (meters)                     COMP
 AU3388  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3388  ELLIP HEIGHT-         -24.45  (meters)          (02/20/02) GPS OBS
 AU3388  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AU3388
 AU3388  HORZ ORDER  -  FIRST
 AU3388  ELLP ORDER  -  FOURTH    CLASS I
 AU3388
 AU3388.The horizontal coordinates were established by GPS observations
 AU3388.and adjusted by the National Geodetic Survey in July 2000..
 AU3388
 AU3388 ** The orthometric height has not been validated since last determined
 AU3388 ** by differential leveling and should not be used for control purposes.
 AU3388 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3388 ** area with valid NAVD 88 orthometric heights.
 AU3388 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3388 ** epoch indicated which incorporates improved geoid heights for the
 AU3388 ** Southern Louisiana Subsidence area.
 AU3388 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3388.The orthometric height was determined by GPS observations and a
 AU3388.high-resolution geoid model.
 AU3388
 AU3388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3388
 AU3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3388
 AU3388.The ellipsoidal height was determined by GPS observations
 AU3388.and is referenced to NAD 83.
 AU3388
 AU3388.The geoid height was determined by GEOID03.
 AU3388
 AU3388;                    North         East     Units Scale Factor Converg.
 AU3388;SPC LA S     -   130,148.160 1,009,748.999   MT  0.99994190   +0 03 01.3
 AU3388;SPC LA S     -   426,994.42  3,312,818.17   sFT  0.99994190   +0 03 01.3
 AU3388;UTM  15      - 3,283,980.941   671,028.357   MT  0.99996092   +0 52 30.7
 AU3388
 AU3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3388!SPC LA S     -   1.00000384  x   0.99994190  =   0.99994574
 AU3388!UTM  15      -   1.00000384  x   0.99996092  =   0.99996476
 AU3388
 AU3388                          SUPERSEDED SURVEY CONTROL
 AU3388
 AU3388  ELLIP H (07/31/00)  -24.39   (m)                       GP(       ) 4 1
 AU3388  NAD 83(1992)-  29 40 26.78856(N)    091 13 57.41107(W) AD(       ) 2
 AU3388  ELLIP H (01/21/93)  -24.33   (m)                       GP(       ) 4 2
 AU3388  NAD 83(1986)-  29 40 26.81196(N)    091 13 57.40842(W) AD(       ) 2
 AU3388  NGVD 29 (11/27/91)    1.6    (m)            5.     (f) GPS OBS        
 AU3388
 AU3388.Superseded values are not recommended for survey control.
 AU3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3388.See file dsdata.txt to determine how the superseded data were derived.
 AU3388
 AU3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7102883981(NAD 83)
 AU3388_MARKER: DD = SURVEY DISK
 AU3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3388_SP_SET: CONCRETE POST
 AU3388_STAMPING: L010 1990
 AU3388_MARK LOGO: LA-101
 AU3388_PROJECTION: FLUSH
 AU3388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3388+STABILITY: SURFACE MOTION
 AU3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3388+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3388
 AU3388  HISTORY     - Date     Condition        Report By
 AU3388  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3388  HISTORY     - 19991130 GOOD             CDSMS
 AU3388
 AU3388                          STATION DESCRIPTION
 AU3388
 AU3388'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3388'THE MONUMENT IS LOCATED ON THE SOUTH SIDE OF RIVER ROAD,
 AU3388'APPROXIMATELY 365.0 FEET SOUTHWEST OF THE INTERSECTION OF RIVER ROAD
 AU3388'AND THURGESOND ROAD, SOUTH OF BERWICK, LA.
 AU3388'THE MONUMENT IS LOCATED 23 FEET SOUTH OF THE CENTERLINE OF RIVER
 AU3388'ROAD AND 1.6 FEET NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3388'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3388'FLUSH WITH THE GROUND.
 AU3388
 AU3388                          STATION RECOVERY (1999)
 AU3388
 AU3388'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3390 ***********************************************************************
 AU3390  DESIGNATION -  L012
 AU3390  PID         -  AU3390
 AU3390  STATE/COUNTY-  LA/ST MARY
 AU3390  USGS QUAD   -  PATTERSON (1994)
 AU3390
 AU3390                         *CURRENT SURVEY CONTROL
 AU3390  ___________________________________________________________________
 AU3390* NAD 83(1992)-  29 40 53.80523(N)    091 16 00.31036(W)     ADJUSTED  
 AU3390* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AU3390  **This station is located in a subsidence area (see below).
 AU3390  ___________________________________________________________________
 AU3390  X           -    -122,602.090 (meters)                     COMP
 AU3390  Y           -  -5,544,441.897 (meters)                     COMP
 AU3390  Z           -   3,139,748.135 (meters)                     COMP
 AU3390  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3390  ELLIP HEIGHT-         -24.12  (meters)          (02/20/02) GPS OBS
 AU3390  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU3390
 AU3390  HORZ ORDER  -  FIRST
 AU3390  ELLP ORDER  -  FOURTH    CLASS I
 AU3390
 AU3390.The horizontal coordinates were established by GPS observations
 AU3390.and adjusted by the National Geodetic Survey in July 2000..
 AU3390
 AU3390 ** The orthometric height has not been validated since last determined
 AU3390 ** by differential leveling and should not be used for control purposes.
 AU3390 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3390 ** area with valid NAVD 88 orthometric heights.
 AU3390 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3390 ** epoch indicated which incorporates improved geoid heights for the
 AU3390 ** Southern Louisiana Subsidence area.
 AU3390 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3390.The orthometric height was determined by GPS observations and a
 AU3390.high-resolution geoid model.
 AU3390
 AU3390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3390
 AU3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3390
 AU3390.The ellipsoidal height was determined by GPS observations
 AU3390.and is referenced to NAD 83.
 AU3390
 AU3390.The geoid height was determined by GEOID03.
 AU3390
 AU3390;                    North         East     Units Scale Factor Converg.
 AU3390;SPC LA S     -   130,977.551 1,006,444.128   MT  0.99994117   +0 01 59.8
 AU3390;SPC LA S     -   429,715.52  3,301,975.44   sFT  0.99994117   +0 01 59.8
 AU3390;UTM  15      - 3,284,762.670   667,711.846   MT  0.99994706   +0 51 30.5
 AU3390
 AU3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3390!SPC LA S     -   1.00000379  x   0.99994117  =   0.99994496
 AU3390!UTM  15      -   1.00000379  x   0.99994706  =   0.99995085
 AU3390
 AU3390                          SUPERSEDED SURVEY CONTROL
 AU3390
 AU3390  ELLIP H (07/31/00)  -24.06   (m)                       GP(       ) 4 1
 AU3390  NAD 83(1992)-  29 40 53.80486(N)    091 16 00.30850(W) AD(       ) 2
 AU3390  ELLIP H (01/21/93)  -24.04   (m)                       GP(       ) 4 2
 AU3390  NAD 83(1986)-  29 40 53.82860(N)    091 16 00.30648(W) AD(       ) 2
 AU3390  NGVD 29 (11/27/91)    1.9    (m)            6.     (f) GPS OBS        
 AU3390
 AU3390.Superseded values are not recommended for survey control.
 AU3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3390.See file dsdata.txt to determine how the superseded data were derived.
 AU3390
 AU3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6771284763(NAD 83)
 AU3390_MARKER: DD = SURVEY DISK
 AU3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3390_SP_SET: CONCRETE POST
 AU3390_STAMPING: L012 1990
 AU3390_MARK LOGO: LA-101
 AU3390_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AU3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3390+STABILITY: SURFACE MOTION
 AU3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3390+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3390
 AU3390  HISTORY     - Date     Condition        Report By
 AU3390  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3390  HISTORY     - 19960126 GOOD             NGS
 AU3390  HISTORY     - 19991130 GOOD             CDSMS
 AU3390
 AU3390                          STATION DESCRIPTION
 AU3390
 AU3390'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3390'THE MONUMENT IS LOCATED IN THE CENTER MEDIAN OF U.S. HIGHWAY 90, ON
 AU3390'THE EAST SIDE OF THE CROSSOVER AREA, APPROXIMATELY 0.3 MILES WEST
 AU3390'OF THE INTERSECTION OF SOUTHEAST ROAD AND U.S. HIGHWAY 90 IN
 AU3390'BAYOU VISTA, LA.
 AU3390'THE MONUMENT IS LOCATED 42.5 FEET NORTH OF THE CENTERLINE OF U.S.
 AU3390'HIGHWAY 90 EASTBOUND LANE, 50.5 FEET SOUTH OF THE CENTERLINE OF
 AU3390'U.S. HIGHWAY 90 WESTBOUND LANE, 10 FEET EAST OF THE EDGE OF ASPHALT
 AU3390'OF THE CROSSOVER AREA AND 1.5 FEET WEST OF AN ORANGE FIBERGLASS
 AU3390'WITNESS POST.
 AU3390'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3390'FLUSH WITH THE GROUND.
 AU3390
 AU3390                          STATION RECOVERY (1996)
 AU3390
 AU3390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AU3390'RECOVERED AS DESCRIBED.
 AU3390
 AU3390                          STATION RECOVERY (1999)
 AU3390
 AU3390'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3390'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU3390'RECOVERED AS DESCRIBED IN THE 1996 RECOVERY DESCRIPTION EXCEPT THAT
 AU3390'THE ORANGE FIBERGLASS WITNESS POST NO LONGER EXIST.
 AU3390'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3391 ***********************************************************************
 AU3391  DESIGNATION -  L013
 AU3391  PID         -  AU3391
 AU3391  STATE/COUNTY-  LA/ST MARY
 AU3391  USGS QUAD   -  PATTERSON (1994)
 AU3391
 AU3391                         *CURRENT SURVEY CONTROL
 AU3391  ___________________________________________________________________
 AU3391* NAD 83(1992)-  29 42 32.85314(N)    091 15 37.29293(W)     ADJUSTED  
 AU3391* NAVD 88     -         2.7  **(meters)       9.   **(feet)  VERTCON   
 AU3391  **This station is located in a subsidence area (see below).
 AU3391  ___________________________________________________________________
 AU3391  X           -    -121,950.162 (meters)                     COMP
 AU3391  Y           -  -5,542,945.873 (meters)                     COMP
 AU3391  Z           -   3,142,397.825 (meters)                     COMP
 AU3391  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU3391  ELLIP HEIGHT-         -23.22  (meters)          (06/26/02) GPS OBS
 AU3391  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AU3391
 AU3391  HORZ ORDER  -  SECOND
 AU3391  ELLP ORDER  -  FOURTH    CLASS II
 AU3391
 AU3391.The horizontal coordinates were established by GPS observations
 AU3391.and adjusted by the National Geodetic Survey in January 1993..
 AU3391
 AU3391 ** The orthometric height has not been validated since last determined
 AU3391 ** by differential leveling and should not be used for control purposes.
 AU3391 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3391 ** area with valid NAVD 88 orthometric heights.
 AU3391 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3391 ** epoch indicated which incorporates improved geoid heights for the
 AU3391 ** Southern Louisiana Subsidence area.
 AU3391 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3391
 AU3391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3391
 AU3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3391
 AU3391.The ellipsoidal height was determined by GPS observations
 AU3391.and is referenced to NAD 83.
 AU3391
 AU3391.The geoid height was determined by GEOID03.
 AU3391
 AU3391;                    North         East     Units Scale Factor Converg.
 AU3391;SPC LA S     -   134,027.520 1,007,061.017   MT  0.99993863   +0 02 11.4
 AU3391;SPC LA S     -   439,721.96  3,303,999.35   sFT  0.99993863   +0 02 11.4
 AU3391;UTM  15      - 3,287,821.237   668,284.732   MT  0.99994943   +0 51 44.5
 AU3391
 AU3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3391!SPC LA S     -   1.00000365  x   0.99993863  =   0.99994228
 AU3391!UTM  15      -   1.00000365  x   0.99994943  =   0.99995308
 AU3391
 AU3391                          SUPERSEDED SURVEY CONTROL
 AU3391
 AU3391  ELLIP H (01/21/93)  -23.23   (m)                       GP(       ) 4 2
 AU3391  NAD 83(1986)-  29 42 32.87607(N)    091 15 37.28946(W) AD(       ) 2
 AU3391  NGVD 29 (11/27/91)    2.8    (m)            9.     (f) GPS OBS        
 AU3391
 AU3391.Superseded values are not recommended for survey control.
 AU3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3391.See file dsdata.txt to determine how the superseded data were derived.
 AU3391
 AU3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6828587821(NAD 83)
 AU3391_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3391_SP_SET: CONCRETE POST
 AU3391_STAMPING: L013 1990
 AU3391_MARK LOGO: LA-101
 AU3391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3391+STABILITY: SURFACE MOTION
 AU3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3391+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3391
 AU3391  HISTORY     - Date     Condition        Report By
 AU3391  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3391
 AU3391                          STATION DESCRIPTION
 AU3391
 AU3391'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3391'THE MONUMENT IS LOCATED 0.15 MILE NORTHEAST OF THE INTERSECTION
 AU3391'OF STATE HIGHWAY 182 AND FAIRVIEW ROAD, IN BAYOU VISTA, LA. ON
 AU3391'THE NORTH SIDE OF FAIRVIEW ROAD AT A CHAINLINK FENCE CORNER.
 AU3391'FROM THE INTERSECTION OF STATE HIGHWAY 182 AND FAIRVIEW ROAD, IN
 AU3391'BAYOU VISTA, LA., PROCEED NORTHEASTERLY ON FAIRVIEW ROAD FOR
 AU3391'APPROXIMATELY 0.15 MILES TO THE MONUMENT ON THE LEFT. THE MONUMENT
 AU3391'IS 21.8 FEET NORTHWEST OF THE CENTERLINE OF FAIRVIEW ROAD, 9.5 FEET
 AU3391'NORTHEAST OF A DIRT FIELD ROAD, 4.3 FEET SOUTHWEST OF THE END OF
 AU3391'A CHAINLINK FENCE AND 1.5 FEET SOUTHEAST OF AN ORANGE FIBERGLASS
 AU3391'WITNESS POST. THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A
 AU3391'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3392 ***********************************************************************
 AU3392  DESIGNATION -  L014
 AU3392  PID         -  AU3392
 AU3392  STATE/COUNTY-  LA/ST MARY
 AU3392  USGS QUAD   -  PATTERSON (1994)
 AU3392
 AU3392                         *CURRENT SURVEY CONTROL
 AU3392  ___________________________________________________________________
 AU3392* NAD 83(1992)-  29 42 19.36942(N)    091 18 25.27581(W)     ADJUSTED  
 AU3392* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 AU3392  **This station is located in a subsidence area (see below).
 AU3392  ___________________________________________________________________
 AU3392  X           -    -126,468.987 (meters)                     COMP
 AU3392  Y           -  -5,543,049.353 (meters)                     COMP
 AU3392  Z           -   3,142,036.612 (meters)                     COMP
 AU3392  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU3392  ELLIP HEIGHT-         -24.44  (meters)          (06/26/02) GPS OBS
 AU3392  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AU3392
 AU3392  HORZ ORDER  -  SECOND
 AU3392  ELLP ORDER  -  FOURTH    CLASS II
 AU3392
 AU3392.The horizontal coordinates were established by GPS observations
 AU3392.and adjusted by the National Geodetic Survey in January 1993..
 AU3392
 AU3392 ** The orthometric height has not been validated since last determined
 AU3392 ** by differential leveling and should not be used for control purposes.
 AU3392 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3392 ** area with valid NAVD 88 orthometric heights.
 AU3392 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3392 ** epoch indicated which incorporates improved geoid heights for the
 AU3392 ** Southern Louisiana Subsidence area.
 AU3392 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3392
 AU3392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3392
 AU3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3392
 AU3392.The ellipsoidal height was determined by GPS observations
 AU3392.and is referenced to NAD 83.
 AU3392
 AU3392.The geoid height was determined by GEOID03.
 AU3392
 AU3392;                    North         East     Units Scale Factor Converg.
 AU3392;SPC LA S     -   133,610.413 1,002,546.084   MT  0.99993896   +0 00 47.4
 AU3392;SPC LA S     -   438,353.50  3,289,186.61   sFT  0.99993896   +0 00 47.4
 AU3392;UTM  15      - 3,287,339.091   663,776.274   MT  0.99993096   +0 50 20.9
 AU3392
 AU3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3392!SPC LA S     -   1.00000384  x   0.99993896  =   0.99994280
 AU3392!UTM  15      -   1.00000384  x   0.99993096  =   0.99993480
 AU3392
 AU3392:                Primary Azimuth Mark                     Grid Az
 AU3392:SPC LA S     -  L014A                                    243 54 51.2
 AU3392:UTM  15      -  L014A                                    243 05 17.7
 AU3392
 AU3392|---------------------------------------------------------------------|
 AU3392| PID    Reference Object                     Distance      Geod. Az  |
 AU3392|                                                           dddmmss.s |
 AU3392| AU3393 L014A                               487.088 METERS 2435538.6 |
 AU3392|---------------------------------------------------------------------|
 AU3392
 AU3392                          SUPERSEDED SURVEY CONTROL
 AU3392
 AU3392  ELLIP H (01/21/93)  -24.45   (m)                       GP(       ) 4 2
 AU3392  NAD 83(1986)-  29 42 19.39110(N)    091 18 25.27249(W) AD(       ) 2
 AU3392  NGVD 29 (11/27/91)    1.6    (m)            5.     (f) GPS OBS        
 AU3392
 AU3392.Superseded values are not recommended for survey control.
 AU3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3392.See file dsdata.txt to determine how the superseded data were derived.
 AU3392
 AU3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6377687339(NAD 83)
 AU3392_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3392_SP_SET: CONCRETE POST
 AU3392_STAMPING: L014 1990
 AU3392_MARK LOGO: LA-101
 AU3392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3392+STABILITY: SURFACE MOTION
 AU3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3392+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3392
 AU3392  HISTORY     - Date     Condition        Report By
 AU3392  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3392
 AU3392                          STATION DESCRIPTION
 AU3392
 AU3392'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3392'THE MONUMENT IS LOCATED 1.05 MILES NORTHEAST OF THE INTERSECTION
 AU3392'OF U.S. HIGHWAY 90 AND RED CYPRESS ROAD IN PATTERSON, LA., ON THE
 AU3392'SOUTH SIDE OF RED CYPRESS ROAD , 7.3 FEET EAST OF A CONCRETE
 AU3392'RIGHT OF WAY MONUMENT.
 AU3392'THE MONUMENT IS LOCATED 37.7 FEET SOUTHEAST OF THE CENTERLINE OF
 AU3392'RED CYPRESS ROAD, 7.3 FEET EAST OF A CONCRETE RIGHT OF WAY MONUMENT
 AU3392'AND 1.6 FEET NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3392'THE MONUMENT IS AN ALUMINUM DISK SET IN A CONCRETE POST FLUSH
 AU3392'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3393 ***********************************************************************
 AU3393  DESIGNATION -  L014A
 AU3393  PID         -  AU3393
 AU3393  STATE/COUNTY-  LA/ST MARY
 AU3393  USGS QUAD   -  PATTERSON (1994)
 AU3393
 AU3393                         *CURRENT SURVEY CONTROL
 AU3393  ___________________________________________________________________
 AU3393* NAD 83(1992)-  29 42 12.41646(N)    091 18 41.55196(W)     ADJUSTED  
 AU3393* NAVD 88     -         0.5  **(meters)       2.   **(feet)  VERTCON   
 AU3393  **This station is located in a subsidence area (see below).
 AU3393  ___________________________________________________________________
 AU3393  X           -    -126,908.792 (meters)                     COMP
 AU3393  Y           -  -5,543,144.563 (meters)                     COMP
 AU3393  Z           -   3,141,850.172 (meters)                     COMP
 AU3393  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU3393  ELLIP HEIGHT-         -25.42  (meters)          (06/26/02) GPS OBS
 AU3393  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AU3393
 AU3393  HORZ ORDER  -  SECOND
 AU3393  ELLP ORDER  -  FOURTH    CLASS II
 AU3393
 AU3393.The horizontal coordinates were established by GPS observations
 AU3393.and adjusted by the National Geodetic Survey in January 1993..
 AU3393
 AU3393 ** The orthometric height has not been validated since last determined
 AU3393 ** by differential leveling and should not be used for control purposes.
 AU3393 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3393 ** area with valid NAVD 88 orthometric heights.
 AU3393 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3393 ** epoch indicated which incorporates improved geoid heights for the
 AU3393 ** Southern Louisiana Subsidence area.
 AU3393 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3393
 AU3393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3393
 AU3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3393
 AU3393.The ellipsoidal height was determined by GPS observations
 AU3393.and is referenced to NAD 83.
 AU3393
 AU3393.The geoid height was determined by GEOID03.
 AU3393
 AU3393;                    North         East     Units Scale Factor Converg.
 AU3393;SPC LA S     -   133,396.246 1,002,108.639   MT  0.99993913   +0 00 39.2
 AU3393;SPC LA S     -   437,650.85  3,287,751.43   sFT  0.99993913   +0 00 39.2
 AU3393;UTM  15      - 3,287,118.642   663,341.966   MT  0.99992920   +0 50 12.6
 AU3393
 AU3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3393!SPC LA S     -   1.00000399  x   0.99993913  =   0.99994312
 AU3393!UTM  15      -   1.00000399  x   0.99992920  =   0.99993319
 AU3393
 AU3393:                Primary Azimuth Mark                     Grid Az
 AU3393:SPC LA S     -  L014                                     063 54 51.3
 AU3393:UTM  15      -  L014                                     063 05 17.9
 AU3393
 AU3393|---------------------------------------------------------------------|
 AU3393| PID    Reference Object                     Distance      Geod. Az  |
 AU3393|                                                           dddmmss.s |
 AU3393| AU3392 L014                                487.088 METERS 0635530.5 |
 AU3393|---------------------------------------------------------------------|
 AU3393
 AU3393                          SUPERSEDED SURVEY CONTROL
 AU3393
 AU3393  ELLIP H (01/21/93)  -25.43   (m)                       GP(       ) 4 2
 AU3393  NAD 83(1986)-  29 42 12.43815(N)    091 18 41.54864(W) AD(       ) 2
 AU3393  NGVD 29 (11/27/91)    0.6    (m)            2.     (f) GPS OBS        
 AU3393
 AU3393.Superseded values are not recommended for survey control.
 AU3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3393.See file dsdata.txt to determine how the superseded data were derived.
 AU3393
 AU3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6334287119(NAD 83)
 AU3393_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3393_SP_SET: CONCRETE POST
 AU3393_STAMPING: L014A 1990
 AU3393_MARK LOGO: LA-101
 AU3393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3393+STABILITY: SURFACE MOTION
 AU3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3393+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3393
 AU3393  HISTORY     - Date     Condition        Report By
 AU3393  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3393
 AU3393                          STATION DESCRIPTION
 AU3393
 AU3393'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3393'THE MONUMENT IS LOCATED ON THE NORTHWEST SIDE OF RED CYPRESS ROAD,
 AU3393'APPROXIMATELY 0.85 MILES NORTHEAST OF THE INTERSECTION OF U.S.
 AU3393'HIGHWAY 90 AND RED CYPRESS ROAD IN PATTERSON, LA.
 AU3393'THE MONUMENT IS LOCATED 37.3 FEET WEST OF THE CENTERLINE OF RED
 AU3393'CYPRESS ROAD, 32.5 FEET NORTH OF THE CENTERLINE OF A SHELL DRIVEWAY,
 AU3393'10.8 FEET NORTH OF A CHAINLINK FENCE CORNER, 3.2 FEET EAST OF  A
 AU3393'CHAINLINK FENCE AND 1.5 FEET EAST OF AN ORANGE FIBERGLASS WITNESS
 AU3393'POST.
 AU3393'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3393'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3395 ***********************************************************************
 AU3395  DESIGNATION -  L016
 AU3395  PID         -  AU3395
 AU3395  STATE/COUNTY-  LA/ST MARY
 AU3395  USGS QUAD   -  PATTERSON (1994)
 AU3395
 AU3395                         *CURRENT SURVEY CONTROL
 AU3395  ___________________________________________________________________
 AU3395* NAD 83(1992)-  29 40 47.62442(N)    091 17 43.51414(W)     ADJUSTED  
 AU3395* NAVD 88     -         3.2  **(meters)      10.   **(feet)  VERTCON   
 AU3395  **This station is located in a subsidence area (see below).
 AU3395  ___________________________________________________________________
 AU3395  X           -    -125,378.373 (meters)                     COMP
 AU3395  Y           -  -5,544,475.331 (meters)                     COMP
 AU3395  Z           -   3,139,583.511 (meters)                     COMP
 AU3395  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3395  ELLIP HEIGHT-         -22.67  (meters)          (06/26/02) GPS OBS
 AU3395  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU3395
 AU3395  HORZ ORDER  -  SECOND
 AU3395  ELLP ORDER  -  FOURTH    CLASS II
 AU3395
 AU3395.The horizontal coordinates were established by GPS observations
 AU3395.and adjusted by the National Geodetic Survey in January 1993..
 AU3395
 AU3395 ** The orthometric height has not been validated since last determined
 AU3395 ** by differential leveling and should not be used for control purposes.
 AU3395 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3395 ** area with valid NAVD 88 orthometric heights.
 AU3395 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3395 ** epoch indicated which incorporates improved geoid heights for the
 AU3395 ** Southern Louisiana Subsidence area.
 AU3395 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3395
 AU3395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3395
 AU3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3395
 AU3395.The ellipsoidal height was determined by GPS observations
 AU3395.and is referenced to NAD 83.
 AU3395
 AU3395.The geoid height was determined by GEOID03.
 AU3395
 AU3395;                    North         East     Units Scale Factor Converg.
 AU3395;SPC LA S     -   130,785.985 1,003,669.527   MT  0.99994134   +0 01 08.2
 AU3395;SPC LA S     -   429,087.02  3,292,872.44   sFT  0.99994134   +0 01 08.2
 AU3395;UTM  15      - 3,284,531.163   664,940.291   MT  0.99993568   +0 50 39.2
 AU3395
 AU3395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3395!SPC LA S     -   1.00000356  x   0.99994134  =   0.99994490
 AU3395!UTM  15      -   1.00000356  x   0.99993568  =   0.99993924
 AU3395
 AU3395                          SUPERSEDED SURVEY CONTROL
 AU3395
 AU3395  ELLIP H (01/21/93)  -22.63   (m)                       GP(       ) 4 2
 AU3395  NAD 83(1986)-  29 40 47.64847(N)    091 17 43.51292(W) AD(       ) 2
 AU3395  NGVD 29 (11/27/91)    3.4    (m)           11.     (f) GPS OBS        
 AU3395
 AU3395.Superseded values are not recommended for survey control.
 AU3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3395.See file dsdata.txt to determine how the superseded data were derived.
 AU3395
 AU3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6494084531(NAD 83)
 AU3395_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3395_SP_SET: CONCRETE POST
 AU3395_STAMPING: L016 1990
 AU3395_MARK LOGO: LA-101
 AU3395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3395+STABILITY: SURFACE MOTION
 AU3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3395+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3395
 AU3395  HISTORY     - Date     Condition        Report By
 AU3395  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3395
 AU3395                          STATION DESCRIPTION
 AU3395
 AU3395'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3395'THE MONUMENT IS LOCATED 52.0 FEET EAST OF THE INTERSECTION OF THE
 AU3395'CENTERLINE OF LASSUS STREET AND U.S. HIGHWAY 90, SOUTH OF PATTERSON,
 AU3395'LA., IN THE CENTERLINE MEDIAN OF U.S. HIGHWAY 90 MAIN LANES.
 AU3395'THE MONUMENT IS LOCATED 23.0 FEET SOUTHEAST OF THE EDGE OF ASPHALT
 AU3395'OF THE TURNAROUND LANE OF U.S. HIGHWAY 90 AND 1.5 FEET NORTHWEST OF
 AU3395'AN ORANGE FIBERGLASS WITNESS POST. THE MONUMENT IS AN ALUMINUM DISK
 AU3395'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3396 ***********************************************************************
 AU3396  DESIGNATION -  L017
 AU3396  PID         -  AU3396
 AU3396  STATE/COUNTY-  LA/ST MARY
 AU3396  USGS QUAD   -  PATTERSON (1994)
 AU3396
 AU3396                         *CURRENT SURVEY CONTROL
 AU3396  ___________________________________________________________________
 AU3396* NAD 83(1992)-  29 41 33.82630(N)    091 19 43.79270(W)     ADJUSTED  
 AU3396* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AU3396  **This station is located in a subsidence area (see below).
 AU3396  ___________________________________________________________________
 AU3396  X           -    -128,595.101 (meters)                     COMP
 AU3396  Y           -  -5,543,695.007 (meters)                     COMP
 AU3396  Z           -   3,140,818.292 (meters)                     COMP
 AU3396  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3396  ELLIP HEIGHT-         -24.88  (meters)          (06/26/02) GPS OBS
 AU3396  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU3396
 AU3396  HORZ ORDER  -  SECOND
 AU3396  ELLP ORDER  -  FOURTH    CLASS II
 AU3396
 AU3396.The horizontal coordinates were established by GPS observations
 AU3396.and adjusted by the National Geodetic Survey in January 1993..
 AU3396
 AU3396 ** The orthometric height has not been validated since last determined
 AU3396 ** by differential leveling and should not be used for control purposes.
 AU3396 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3396 ** area with valid NAVD 88 orthometric heights.
 AU3396 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3396 ** epoch indicated which incorporates improved geoid heights for the
 AU3396 ** Southern Louisiana Subsidence area.
 AU3396 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3396
 AU3396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3396
 AU3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3396
 AU3396.The ellipsoidal height was determined by GPS observations
 AU3396.and is referenced to NAD 83.
 AU3396
 AU3396.The geoid height was determined by GEOID03.
 AU3396
 AU3396;                    North         East     Units Scale Factor Converg.
 AU3396;SPC LA S     -   132,207.898 1,000,435.690   MT  0.99994011   +0 00 08.1
 AU3396;SPC LA S     -   433,752.08  3,282,262.76   sFT  0.99994011   +0 00 08.1
 AU3396;UTM  15      - 3,285,906.323   661,686.341   MT  0.99992256   +0 49 40.8
 AU3396
 AU3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3396!SPC LA S     -   1.00000391  x   0.99994011  =   0.99994402
 AU3396!UTM  15      -   1.00000391  x   0.99992256  =   0.99992647
 AU3396
 AU3396                          SUPERSEDED SURVEY CONTROL
 AU3396
 AU3396  ELLIP H (01/21/93)  -24.89   (m)                       GP(       ) 4 2
 AU3396  NAD 83(1986)-  29 41 33.84821(N)    091 19 43.78939(W) AD(       ) 2
 AU3396  NGVD 29 (11/27/91)    1.1    (m)            4.     (f) GPS OBS        
 AU3396
 AU3396.Superseded values are not recommended for survey control.
 AU3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3396.See file dsdata.txt to determine how the superseded data were derived.
 AU3396
 AU3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6168685906(NAD 83)
 AU3396_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3396_SP_SET: CONCRETE POST
 AU3396_STAMPING: L017 1990
 AU3396_MARK LOGO: LA-101
 AU3396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3396+STABILITY: SURFACE MOTION
 AU3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3396+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3396
 AU3396  HISTORY     - Date     Condition        Report By
 AU3396  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3396
 AU3396                          STATION DESCRIPTION
 AU3396
 AU3396'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3396'THE MONUMENT IS LOCATED 0.6 MILES WEST OF THE RED CYPRESS ROAD AND
 AU3396'U.S. HIGHWAY 90 WESTBOUND INTERSECTION IN PATTERSON, LA., ON THE
 AU3396'NORTH SIDE OF U.S. HIGHWAY 90 AND EAST OF THE BAYOU PATTERSON BRIDGE.
 AU3396'THE MONUMENT IS LOCATED 32.7 FEET NORTH OF THE CENTERLINE OF U.S.
 AU3396'HIGHWAY 90 WESTBOUND LANE, 22.7 FEET EAST OF THE EAST END OF A
 AU3396'CONCRETE HEADWALL OVER BAYOU PATTERSON AND 1.5 FEET SOUTH OF AN
 AU3396'ORANGE FIBERGLASS WITNESS POST. THE MONUMENT IS AN ALUMINUM DISK
 AU3396'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3397 ***********************************************************************
 AU3397  DESIGNATION -  L018
 AU3397  PID         -  AU3397
 AU3397  STATE/COUNTY-  LA/ST MARY
 AU3397  USGS QUAD   -  PATTERSON (1994)
 AU3397
 AU3397                         *CURRENT SURVEY CONTROL
 AU3397  ___________________________________________________________________
 AU3397* NAD 83(1992)-  29 41 51.56077(N)    091 22 13.41909(W)     ADJUSTED  
 AU3397* NAVD 88     -         4.6  **(meters)      15.   **(feet)  GPS OBS   
 AU3397  **This station is located in a subsidence area (see below).
 AU3397  ___________________________________________________________________
 AU3397  X           -    -132,610.120 (meters)                     COMP
 AU3397  Y           -  -5,543,332.976 (meters)                     COMP
 AU3397  Z           -   3,141,294.432 (meters)                     COMP
 AU3397  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU3397  ELLIP HEIGHT-         -21.26  (meters)          (02/20/02) GPS OBS
 AU3397  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AU3397
 AU3397  HORZ ORDER  -  FIRST
 AU3397  ELLP ORDER  -  FOURTH    CLASS I
 AU3397
 AU3397.The horizontal coordinates were established by GPS observations
 AU3397.and adjusted by the National Geodetic Survey in July 2000..
 AU3397
 AU3397 ** The orthometric height has not been validated since last determined
 AU3397 ** by differential leveling and should not be used for control purposes.
 AU3397 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3397 ** area with valid NAVD 88 orthometric heights.
 AU3397 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3397 ** epoch indicated which incorporates improved geoid heights for the
 AU3397 ** Southern Louisiana Subsidence area.
 AU3397 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3397.The orthometric height was determined by GPS observations and a
 AU3397.high-resolution geoid model.
 AU3397
 AU3397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3397
 AU3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3397
 AU3397.The ellipsoidal height was determined by GPS observations
 AU3397.and is referenced to NAD 83.
 AU3397
 AU3397.The geoid height was determined by GEOID03.
 AU3397
 AU3397;                    North         East     Units Scale Factor Converg.
 AU3397;SPC LA S     -   132,754.498   996,413.562   MT  0.99993966   -0 01 06.7
 AU3397;SPC LA S     -   435,545.38  3,269,066.83   sFT  0.99993966   -0 01 06.7
 AU3397;UTM  15      - 3,286,394.878   657,656.855   MT  0.99990668   +0 48 27.0
 AU3397
 AU3397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3397!SPC LA S     -   1.00000334  x   0.99993966  =   0.99994300
 AU3397!UTM  15      -   1.00000334  x   0.99990668  =   0.99991002
 AU3397
 AU3397                          SUPERSEDED SURVEY CONTROL
 AU3397
 AU3397  ELLIP H (07/31/00)  -21.21   (m)                       GP(       ) 4 1
 AU3397  NAD 83(1992)-  29 41 51.55859(N)    091 22 13.41750(W) AD(       ) 2
 AU3397  ELLIP H (01/21/93)  -21.16   (m)                       GP(       ) 4 2
 AU3397  NAD 83(1986)-  29 41 51.57972(N)    091 22 13.41286(W) AD(       ) 2
 AU3397  NGVD 29 (11/27/91)    4.8    (m)           16.     (f) GPS OBS        
 AU3397
 AU3397.Superseded values are not recommended for survey control.
 AU3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3397.See file dsdata.txt to determine how the superseded data were derived.
 AU3397
 AU3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5765786395(NAD 83)
 AU3397_MARKER: DD = SURVEY DISK
 AU3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3397_SP_SET: CONCRETE POST
 AU3397_STAMPING: L018 1990
 AU3397_MARK LOGO: LA-101
 AU3397_PROJECTION: FLUSH
 AU3397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3397+STABILITY: SURFACE MOTION
 AU3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3397+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3397
 AU3397  HISTORY     - Date     Condition        Report By
 AU3397  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3397  HISTORY     - 19991130 GOOD             CDSMS
 AU3397
 AU3397                          STATION DESCRIPTION
 AU3397
 AU3397'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3397'THE MONUMENT IS LOCATED ON THE SOUTH SIDE OF THE U.S. HIGHWAY 90
 AU3397'EASTBOUND LANE, APPROXIMATELY 400 FEET EAST OF THE SOUTHEAST END
 AU3397'OF THE U.S. HIGHWAY 90 BRIDGE OVER WAX LAKE OUTLET IN CALUMET, LA.
 AU3397'THE MONUMENT IS 63.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 AU3397'90 EASTBOUND LANE, 89.4 FEET NORTH OF THE CENTERLINE OF THE
 AU3397'SOUTHERN PACIFIC RAILROAD, 42.2 FEET EAST OF THE CENTERLINE OF THE
 AU3397'DIRT ROAD THAT CROSSES THE RAILROAD TRACKS AND 1.5 FEET NORTH OF AN
 AU3397'ORANGE FIBERGLASS WITNESS POST.
 AU3397'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3397'FLUSH WITH THE GROUND.
 AU3397
 AU3397                          STATION RECOVERY (1999)
 AU3397
 AU3397'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3397'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU3397'RECOVERED AS DESCRIBED EXCEPT THAT ORANGE FIBERGLASS WITNESS POST NO
 AU3397'LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3398 ***********************************************************************
 AU3398  DESIGNATION -  L019
 AU3398  PID         -  AU3398
 AU3398  STATE/COUNTY-  LA/ST MARY
 AU3398  USGS QUAD   -  NORTH BEND (1994)
 AU3398
 AU3398                         *CURRENT SURVEY CONTROL
 AU3398  ___________________________________________________________________
 AU3398* NAD 83(1992)-  29 43 07.75178(N)    091 24 23.27512(W)     ADJUSTED  
 AU3398* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AU3398  **This station is located in a subsidence area (see below).
 AU3398  ___________________________________________________________________
 AU3398  X           -    -136,071.335 (meters)                     COMP
 AU3398  Y           -  -5,542,082.783 (meters)                     COMP
 AU3398  Z           -   3,143,330.165 (meters)                     COMP
 AU3398  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3398  ELLIP HEIGHT-         -25.09  (meters)          (06/26/02) GPS OBS
 AU3398  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AU3398
 AU3398  HORZ ORDER  -  SECOND
 AU3398  ELLP ORDER  -  FOURTH    CLASS II
 AU3398
 AU3398.The horizontal coordinates were established by GPS observations
 AU3398.and adjusted by the National Geodetic Survey in January 1993..
 AU3398
 AU3398 ** The orthometric height has not been validated since last determined
 AU3398 ** by differential leveling and should not be used for control purposes.
 AU3398 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3398 ** area with valid NAVD 88 orthometric heights.
 AU3398 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3398 ** epoch indicated which incorporates improved geoid heights for the
 AU3398 ** Southern Louisiana Subsidence area.
 AU3398 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3398
 AU3398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3398
 AU3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3398
 AU3398.The ellipsoidal height was determined by GPS observations
 AU3398.and is referenced to NAD 83.
 AU3398
 AU3398.The geoid height was determined by GEOID03.
 AU3398
 AU3398;                    North         East     Units Scale Factor Converg.
 AU3398;SPC LA S     -   135,102.028   992,924.401   MT  0.99993779   -0 02 11.6
 AU3398;SPC LA S     -   443,247.24  3,257,619.47   sFT  0.99993779   -0 02 11.6
 AU3398;UTM  15      - 3,288,691.752   654,134.336   MT  0.99989313   +0 47 24.5
 AU3398
 AU3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3398!SPC LA S     -   1.00000394  x   0.99993779  =   0.99994173
 AU3398!UTM  15      -   1.00000394  x   0.99989313  =   0.99989707
 AU3398
 AU3398                          SUPERSEDED SURVEY CONTROL
 AU3398
 AU3398  ELLIP H (01/21/93)  -25.13   (m)                       GP(       ) 4 2
 AU3398  NAD 83(1986)-  29 43 07.77219(N)    091 24 23.26922(W) AD(       ) 2
 AU3398  NGVD 29 (11/27/91)    0.9    (m)            3.     (f) GPS OBS        
 AU3398
 AU3398.Superseded values are not recommended for survey control.
 AU3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3398.See file dsdata.txt to determine how the superseded data were derived.
 AU3398
 AU3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5413488692(NAD 83)
 AU3398_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3398_SP_SET: CONCRETE POST
 AU3398_STAMPING: L019 1990
 AU3398_MARK LOGO: LA-101
 AU3398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3398+STABILITY: SURFACE MOTION
 AU3398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3398+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3398
 AU3398  HISTORY     - Date     Condition        Report By
 AU3398  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3398
 AU3398                          STATION DESCRIPTION
 AU3398
 AU3398'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3398'THE MONUMENT IS LOCATED IN THE GRASS MEDIAN BETWEEN THE EAST AND
 AU3398'WEST BOUND LANES OF U.S. HIGHWAY 90, APPROXIMATELY 1.65 MILES
 AU3398'NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY
 AU3398'182 IN RICOHOC, LA. THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE
 AU3398'HIGHWAY 182 IN RICOHOC, LA. IS , ALSO, APPROXIMATELY 1.4 MILES
 AU3398'WEST OF CALUMET, LA.
 AU3398'THE MONUMENT IS LOCATED 48.3 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AU3398'U.S. HIGHWAY 90 WESTBOUND LANE, 45.3 FEET NORTHEAST OF THE CENTERLINE
 AU3398'OF THE U.S. HIGHWAY 90 EASTBOUND LANE AND 1.6 FEET WEST OF AN ORANGE
 AU3398'FIBERGLASS WITNESS POST.
 AU3398'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3398'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3399 ***********************************************************************
 AU3399  DESIGNATION -  L019A
 AU3399  PID         -  AU3399
 AU3399  STATE/COUNTY-  LA/ST MARY
 AU3399  USGS QUAD   -  NORTH BEND (1994)
 AU3399
 AU3399                         *CURRENT SURVEY CONTROL
 AU3399  ___________________________________________________________________
 AU3399* NAD 83(1992)-  29 43 38.92290(N)    091 24 44.84169(W)     ADJUSTED  
 AU3399* NAVD 88     -         2.2  **(meters)       7.   **(feet)  VERTCON   
 AU3399  **This station is located in a subsidence area (see below).
 AU3399  ___________________________________________________________________
 AU3399  X           -    -136,639.101 (meters)                     COMP
 AU3399  Y           -  -5,541,593.979 (meters)                     COMP
 AU3399  Z           -   3,144,164.350 (meters)                     COMP
 AU3399  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3399  ELLIP HEIGHT-         -23.73  (meters)          (06/26/02) GPS OBS
 AU3399  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AU3399
 AU3399  HORZ ORDER  -  SECOND
 AU3399  ELLP ORDER  -  FOURTH    CLASS II
 AU3399
 AU3399.The horizontal coordinates were established by GPS observations
 AU3399.and adjusted by the National Geodetic Survey in January 1993..
 AU3399
 AU3399 ** The orthometric height has not been validated since last determined
 AU3399 ** by differential leveling and should not be used for control purposes.
 AU3399 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3399 ** area with valid NAVD 88 orthometric heights.
 AU3399 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3399 ** epoch indicated which incorporates improved geoid heights for the
 AU3399 ** Southern Louisiana Subsidence area.
 AU3399 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3399
 AU3399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3399
 AU3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3399
 AU3399.The ellipsoidal height was determined by GPS observations
 AU3399.and is referenced to NAD 83.
 AU3399
 AU3399.The geoid height was determined by GEOID03.
 AU3399
 AU3399;                    North         East     Units Scale Factor Converg.
 AU3399;SPC LA S     -   136,062.144   992,345.456   MT  0.99993706   -0 02 22.4
 AU3399;SPC LA S     -   446,397.22  3,255,720.05   sFT  0.99993706   -0 02 22.4
 AU3399;UTM  15      - 3,289,643.371   653,541.623   MT  0.99989088   +0 47 14.6
 AU3399
 AU3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3399!SPC LA S     -   1.00000373  x   0.99993706  =   0.99994079
 AU3399!UTM  15      -   1.00000373  x   0.99989088  =   0.99989461
 AU3399
 AU3399                          SUPERSEDED SURVEY CONTROL
 AU3399
 AU3399  ELLIP H (01/21/93)  -23.76   (m)                       GP(       ) 4 2
 AU3399  NAD 83(1986)-  29 43 38.94325(N)    091 24 44.83571(W) AD(       ) 2
 AU3399  NGVD 29 (11/27/91)    2.3    (m)            8.     (f) GPS OBS        
 AU3399
 AU3399.Superseded values are not recommended for survey control.
 AU3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3399.See file dsdata.txt to determine how the superseded data were derived.
 AU3399
 AU3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5354289643(NAD 83)
 AU3399_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3399_SP_SET: CONCRETE POST
 AU3399_STAMPING: L019A 1990
 AU3399_MARK LOGO: LA-101
 AU3399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3399+STABILITY: SURFACE MOTION
 AU3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3399+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3399
 AU3399  HISTORY     - Date     Condition        Report By
 AU3399  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3399
 AU3399                          STATION DESCRIPTION
 AU3399
 AU3399'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3399'THE MONUMENT IS LOCATED ON THE NORTH EDGE OF THE ASPHALT OF THE U.S.
 AU3399'HIGHWAY 90 WESTBOUND LANE APPROXIMATELY 2.35 MILES NORTHWEST OF THE
 AU3399'INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 182 IN RICOHOC,
 AU3399'LA. THE HIGHWAY INTERSECTION IS APPROXIMATELY 1.4 MILES WEST OF
 AU3399'CALUMET, LA.
 AU3399'THE MONUMENT IS LOCATED 20.0 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 AU3399'HIGHWAY 90 WESTBOUND LANE AND 1.7 FEET WEST OF AN ORANGE FIBERGLASS
 AU3399'WITNESS POST.
 AU3399'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3399'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3402 ***********************************************************************
 AU3402  DESIGNATION -  L021A
 AU3402  PID         -  AU3402
 AU3402  STATE/COUNTY-  LA/ST MARY
 AU3402  USGS QUAD   -  CENTERVILLE (1994)
 AU3402
 AU3402                         *CURRENT SURVEY CONTROL
 AU3402  ___________________________________________________________________
 AU3402* NAD 83(1992)-  29 45 37.83978(N)    091 26 02.80115(W)     ADJUSTED  
 AU3402* NAVD 88     -         3.6  **(meters)      12.   **(feet)  VERTCON   
 AU3402  **This station is located in a subsidence area (see below).
 AU3402  ___________________________________________________________________
 AU3402  X           -    -138,688.144 (meters)                     COMP
 AU3402  Y           -  -5,539,727.010 (meters)                     COMP
 AU3402  Z           -   3,147,344.144 (meters)                     COMP
 AU3402  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3402  ELLIP HEIGHT-         -22.46  (meters)          (06/26/02) GPS OBS
 AU3402  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AU3402
 AU3402  HORZ ORDER  -  SECOND
 AU3402  ELLP ORDER  -  FOURTH    CLASS II
 AU3402
 AU3402.The horizontal coordinates were established by GPS observations
 AU3402.and adjusted by the National Geodetic Survey in January 1993..
 AU3402
 AU3402 ** The orthometric height has not been validated since last determined
 AU3402 ** by differential leveling and should not be used for control purposes.
 AU3402 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3402 ** area with valid NAVD 88 orthometric heights.
 AU3402 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3402 ** epoch indicated which incorporates improved geoid heights for the
 AU3402 ** Southern Louisiana Subsidence area.
 AU3402 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3402
 AU3402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3402
 AU3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3402
 AU3402.The ellipsoidal height was determined by GPS observations
 AU3402.and is referenced to NAD 83.
 AU3402
 AU3402.The geoid height was determined by GEOID03.
 AU3402
 AU3402;                    North         East     Units Scale Factor Converg.
 AU3402;SPC LA S     -   139,725.140   990,253.673   MT  0.99993449   -0 03 01.4
 AU3402;SPC LA S     -   458,414.90  3,248,857.26   sFT  0.99993449   -0 03 01.4
 AU3402;UTM  15      - 3,293,275.602   651,397.270   MT  0.99988281   +0 46 38.7
 AU3402
 AU3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3402!SPC LA S     -   1.00000353  x   0.99993449  =   0.99993802
 AU3402!UTM  15      -   1.00000353  x   0.99988281  =   0.99988634
 AU3402
 AU3402:                Primary Azimuth Mark                     Grid Az
 AU3402:SPC LA S     -  L 021                                    099 52 19.1
 AU3402:UTM  15      -  L 021                                    099 02 39.0
 AU3402
 AU3402|---------------------------------------------------------------------|
 AU3402| PID    Reference Object                     Distance      Geod. Az  |
 AU3402|                                                           dddmmss.s |
 AU3402| AU3401 L 021                               473.813 METERS 0994917.7 |
 AU3402|---------------------------------------------------------------------|
 AU3402
 AU3402                          SUPERSEDED SURVEY CONTROL
 AU3402
 AU3402  ELLIP H (01/21/93)  -22.45   (m)                       GP(       ) 4 2
 AU3402  NAD 83(1986)-  29 45 37.86068(N)    091 26 02.79449(W) AD(       ) 2
 AU3402  NGVD 29 (11/27/91)    3.7    (m)           12.     (f) GPS OBS        
 AU3402
 AU3402.Superseded values are not recommended for survey control.
 AU3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3402.See file dsdata.txt to determine how the superseded data were derived.
 AU3402
 AU3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5139793276(NAD 83)
 AU3402_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3402_SP_SET: CONCRETE POST
 AU3402_STAMPING: L021A 1990
 AU3402_MARK LOGO: LA-101
 AU3402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3402+STABILITY: SURFACE MOTION
 AU3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3402+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3402
 AU3402  HISTORY     - Date     Condition        Report By
 AU3402  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3402
 AU3402                          STATION DESCRIPTION
 AU3402
 AU3402'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3402'THE MONUMENT IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION
 AU3402'OF STATE HIGHWAY 182 AND CENTERVILLE BRIDGE ROAD, IN CENTERVILLE,
 AU3402'LA.
 AU3402'THE MONUMENT IS LOCATED 48.8 FEET WEST OF THE CENTERLINE OF
 AU3402'CENTERVILLE BRIDGE ROAD, 28.2 FEET NORTH OF THE CENTERLINE OF
 AU3402'STATE HIGHWAY 182 AND 1.5 FEET SOUTH OF AN ORANGE FIBERGLASS
 AU3402'WITNESS POST.
 AU3402'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3402'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3405 ***********************************************************************
 AU3405  DESIGNATION -  L024
 AU3405  PID         -  AU3405
 AU3405  STATE/COUNTY-  LA/ST MARY
 AU3405  USGS QUAD   -  FRANKLIN (1994)
 AU3405
 AU3405                         *CURRENT SURVEY CONTROL
 AU3405  ___________________________________________________________________
 AU3405* NAD 83(1992)-  29 46 37.82323(N)    091 30 37.06180(W)     ADJUSTED  
 AU3405* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AU3405  **This station is located in a subsidence area (see below).
 AU3405  ___________________________________________________________________
 AU3405  X           -    -146,029.688 (meters)                     COMP
 AU3405  Y           -  -5,538,618.072 (meters)                     COMP
 AU3405  Z           -   3,148,945.693 (meters)                     COMP
 AU3405  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3405  ELLIP HEIGHT-         -25.84  (meters)          (06/26/02) GPS OBS
 AU3405  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU3405
 AU3405  HORZ ORDER  -  SECOND
 AU3405  ELLP ORDER  -  FOURTH    CLASS II
 AU3405
 AU3405.The horizontal coordinates were established by GPS observations
 AU3405.and adjusted by the National Geodetic Survey in January 1993..
 AU3405
 AU3405 ** The orthometric height has not been validated since last determined
 AU3405 ** by differential leveling and should not be used for control purposes.
 AU3405 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3405 ** area with valid NAVD 88 orthometric heights.
 AU3405 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3405 ** epoch indicated which incorporates improved geoid heights for the
 AU3405 ** Southern Louisiana Subsidence area.
 AU3405 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3405
 AU3405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3405
 AU3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3405
 AU3405.The ellipsoidal height was determined by GPS observations
 AU3405.and is referenced to NAD 83.
 AU3405
 AU3405.The geoid height was determined by GEOID03.
 AU3405
 AU3405;                    North         East     Units Scale Factor Converg.
 AU3405;SPC LA S     -   141,580.911   982,888.764   MT  0.99993332   -0 05 18.5
 AU3405;SPC LA S     -   464,503.37  3,224,694.22   sFT  0.99993332   -0 05 18.5
 AU3405;UTM  15      - 3,295,024.620   644,006.787   MT  0.99985587   +0 44 23.8
 AU3405
 AU3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3405!SPC LA S     -   1.00000406  x   0.99993332  =   0.99993738
 AU3405!UTM  15      -   1.00000406  x   0.99985587  =   0.99985993
 AU3405
 AU3405                          SUPERSEDED SURVEY CONTROL
 AU3405
 AU3405  ELLIP H (01/21/93)  -25.78   (m)                       GP(       ) 4 2
 AU3405  NAD 83(1986)-  29 46 37.84419(N)    091 30 37.05502(W) AD(       ) 2
 AU3405  NGVD 29 (11/27/91)    0.4    (m)            1.     (f) GPS OBS        
 AU3405
 AU3405.Superseded values are not recommended for survey control.
 AU3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3405.See file dsdata.txt to determine how the superseded data were derived.
 AU3405
 AU3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4400795025(NAD 83)
 AU3405_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3405_SP_SET: CONCRETE POST
 AU3405_STAMPING: L024 1990
 AU3405_MARK LOGO: LA-101
 AU3405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3405+STABILITY: SURFACE MOTION
 AU3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3405+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3405
 AU3405  HISTORY     - Date     Condition        Report By
 AU3405  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3405
 AU3405                          STATION DESCRIPTION
 AU3405
 AU3405'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3405'THE MONUMENT IS LOCATED 0.95 MILES SOUTHEAST OF THE INTERSECTION OF
 AU3405'WILLOW STREET AND U.S. HIGHWAY 90 ACCESS ROAD, WEST OF FRANKLIN, LA.
 AU3405'THE MONUMENT IS ON THE NORTHEAST CORNER OF AN OILFIELD GRAVEL ROAD
 AU3405'INTERSECTION WITH THE MOST NORTHERLY U.S. HIGHWAY 90 ACCESS ROAD,
 AU3405'NEAR A POWER POLE GUY WIRE ANCHOR.
 AU3405'THE MONUMENT IS LOCATED 56.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 AU3405'U.S. HIGHWAY 90 ACCESS ROAD, 47.0 FEET SOUTHEAST OF THE CENTERLINE
 AU3405'OF THE OILFIELD GRAVEL ROAD AND 1.3 FEET WEST OF AN ORANGE FIBERGLASS
 AU3405'WITNESS POST.
 AU3405'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3405'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3406 ***********************************************************************
 AU3406  DESIGNATION -  L025
 AU3406  PID         -  AU3406
 AU3406  STATE/COUNTY-  LA/ST MARY
 AU3406  USGS QUAD   -  FRANKLIN (1994)
 AU3406
 AU3406                         *CURRENT SURVEY CONTROL
 AU3406  ___________________________________________________________________
 AU3406* NAD 83(1992)-  29 47 48.93399(N)    091 31 57.95379(W)     ADJUSTED  
 AU3406* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AU3406  **This station is located in a subsidence area (see below).
 AU3406  ___________________________________________________________________
 AU3406  X           -    -148,172.728 (meters)                     COMP
 AU3406  Y           -  -5,537,474.407 (meters)                     COMP
 AU3406  Z           -   3,150,846.777 (meters)                     COMP
 AU3406  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3406  ELLIP HEIGHT-         -24.25  (meters)          (02/20/02) GPS OBS
 AU3406  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU3406
 AU3406  HORZ ORDER  -  FIRST
 AU3406  ELLP ORDER  -  FOURTH    CLASS I
 AU3406
 AU3406.The horizontal coordinates were established by GPS observations
 AU3406.and adjusted by the National Geodetic Survey in July 2000..
 AU3406
 AU3406 ** The orthometric height has not been validated since last determined
 AU3406 ** by differential leveling and should not be used for control purposes.
 AU3406 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3406 ** area with valid NAVD 88 orthometric heights.
 AU3406 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3406 ** epoch indicated which incorporates improved geoid heights for the
 AU3406 ** Southern Louisiana Subsidence area.
 AU3406 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3406.The orthometric height was determined by GPS observations and a
 AU3406.high-resolution geoid model.
 AU3406
 AU3406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3406
 AU3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3406
 AU3406.The ellipsoidal height was determined by GPS observations
 AU3406.and is referenced to NAD 83.
 AU3406
 AU3406.The geoid height was determined by GEOID03.
 AU3406
 AU3406;                    North         East     Units Scale Factor Converg.
 AU3406;SPC LA S     -   143,773.925   980,719.849   MT  0.99993204   -0 05 59.0
 AU3406;SPC LA S     -   471,698.29  3,217,578.37   sFT  0.99993204   -0 05 59.0
 AU3406;UTM  15      - 3,297,185.862   641,806.559   MT  0.99984811   +0 43 45.2
 AU3406
 AU3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3406!SPC LA S     -   1.00000381  x   0.99993204  =   0.99993585
 AU3406!UTM  15      -   1.00000381  x   0.99984811  =   0.99985192
 AU3406
 AU3406                          SUPERSEDED SURVEY CONTROL
 AU3406
 AU3406  ELLIP H (07/31/00)  -24.23   (m)                       GP(       ) 4 1
 AU3406  NAD 83(1992)-  29 47 48.93546(N)    091 31 57.95400(W) AD(       ) 2
 AU3406  ELLIP H (01/21/93)  -24.29   (m)                       GP(       ) 4 2
 AU3406  NAD 83(1986)-  29 47 48.95659(N)    091 31 57.94713(W) AD(       ) 2
 AU3406  NGVD 29 (11/27/91)    1.9    (m)            6.     (f) GPS OBS        
 AU3406
 AU3406.Superseded values are not recommended for survey control.
 AU3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3406.See file dsdata.txt to determine how the superseded data were derived.
 AU3406
 AU3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4180797186(NAD 83)
 AU3406_MARKER: DD = SURVEY DISK
 AU3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3406_SP_SET: CONCRETE POST
 AU3406_STAMPING: L025 1990
 AU3406_MARK LOGO: LA-101
 AU3406_PROJECTION: FLUSH
 AU3406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3406+STABILITY: SURFACE MOTION
 AU3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3406+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 AU3406
 AU3406  HISTORY     - Date     Condition        Report By
 AU3406  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3406  HISTORY     - 19991130 GOOD             CDSMS
 AU3406  HISTORY     - 20060207 GOOD             MIENG
 AU3406
 AU3406                          STATION DESCRIPTION
 AU3406
 AU3406'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3406'THE MONUMENT IS LOCATED WEST OF FRANKLIN, LA. AT THE CENTERLINE
 AU3406'INTERSECTION OF WESTBOUND U.S. HIGHWAY 90 AND THE EAST MEDIAN OF
 AU3406'STATE HIGHWAY 3211. THE MONUMENT IS LOCATED 29.5 FEET EAST OF THE
 AU3406'CENTERLINE OF U.S. HIGHWAY 90 WESTBOUND LANES, 36.0 FEET NORTH OF
 AU3406'THE CENTERLINE OF THE EASTBOUND LANE OF STATE HIGHWAY 3211 AND 1.4
 AU3406'FEET WEST OF AN ORANGE FIBERGLASS WITNESS POST. MONUMENT IS AN
 AU3406'ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AU3406'GROUND.
 AU3406
 AU3406                          STATION RECOVERY (1999)
 AU3406
 AU3406'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3406'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU3406'RECOVERED AS DESCRIBED EXCEPT THAT FIBERGLASS WITNESS POST NO LONGER
 AU3406'EXIST.
 AU3406
 AU3406                          STATION RECOVERY (2006)
 AU3406
 AU3406'RECOVERY NOTE BY MILLER ENGINEERS AND ASSOCIATE 2006 (MJF)
 AU3406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3407 ***********************************************************************
 AU3407  DESIGNATION -  L026
 AU3407  PID         -  AU3407
 AU3407  STATE/COUNTY-  LA/ST MARY
 AU3407  USGS QUAD   -  NORTH BEND (1994)
 AU3407
 AU3407                         *CURRENT SURVEY CONTROL
 AU3407  ___________________________________________________________________
 AU3407* NAD 83(1992)-  29 40 58.34764(N)    091 28 11.09117(W)     ADJUSTED  
 AU3407* NAVD 88     -         2.0  **(meters)       7.   **(feet)  VERTCON   
 AU3407  **This station is located in a subsidence area (see below).
 AU3407  ___________________________________________________________________
 AU3407  X           -    -142,243.053 (meters)                     COMP
 AU3407  Y           -  -5,543,903.728 (meters)                     COMP
 AU3407  Z           -   3,139,869.781 (meters)                     COMP
 AU3407  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3407  ELLIP HEIGHT-         -23.85  (meters)          (06/26/02) GPS OBS
 AU3407  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AU3407
 AU3407  HORZ ORDER  -  SECOND
 AU3407  ELLP ORDER  -  FOURTH    CLASS II
 AU3407
 AU3407.The horizontal coordinates were established by GPS observations
 AU3407.and adjusted by the National Geodetic Survey in January 1993..
 AU3407
 AU3407 ** The orthometric height has not been validated since last determined
 AU3407 ** by differential leveling and should not be used for control purposes.
 AU3407 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3407 ** area with valid NAVD 88 orthometric heights.
 AU3407 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3407 ** epoch indicated which incorporates improved geoid heights for the
 AU3407 ** Southern Louisiana Subsidence area.
 AU3407 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3407
 AU3407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3407
 AU3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3407
 AU3407.The ellipsoidal height was determined by GPS observations
 AU3407.and is referenced to NAD 83.
 AU3407
 AU3407.The geoid height was determined by GEOID03.
 AU3407
 AU3407;                    North         East     Units Scale Factor Converg.
 AU3407;SPC LA S     -   131,123.394   986,797.034   MT  0.99994105   -0 04 05.6
 AU3407;SPC LA S     -   430,194.00  3,237,516.60   sFT  0.99994105   -0 04 05.6
 AU3407;UTM  15      - 3,284,625.391   648,065.341   MT  0.99987050   +0 45 28.5
 AU3407
 AU3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3407!SPC LA S     -   1.00000375  x   0.99994105  =   0.99994480
 AU3407!UTM  15      -   1.00000375  x   0.99987050  =   0.99987425
 AU3407
 AU3407                          SUPERSEDED SURVEY CONTROL
 AU3407
 AU3407  ELLIP H (01/21/93)  -23.84   (m)                       GP(       ) 4 2
 AU3407  NAD 83(1986)-  29 40 58.36741(N)    091 28 11.08443(W) AD(       ) 2
 AU3407  NGVD 29 (11/27/91)    2.1    (m)            7.     (f) GPS OBS        
 AU3407
 AU3407.Superseded values are not recommended for survey control.
 AU3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3407.See file dsdata.txt to determine how the superseded data were derived.
 AU3407
 AU3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4806584625(NAD 83)
 AU3407_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3407_SP_SET: CONCRETE POST
 AU3407_STAMPING: L026 1990
 AU3407_MARK LOGO: LA-101
 AU3407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3407+STABILITY: SURFACE MOTION
 AU3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3407+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3407
 AU3407  HISTORY     - Date     Condition        Report By
 AU3407  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3407  HISTORY     - 20060509 GOOD             NGS
 AU3407
 AU3407                          STATION DESCRIPTION
 AU3407
 AU3407'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3407'THE MONUMENT IS LOCATED APPROXIMATELY 6.5 MILES SOUTHWEST OF
 AU3407'CENTERVILLE, LA. ALONG STATE HIGHWAY 317. THE MONUMENT IS 0.3 MILES
 AU3407'SOUTH OF THE NORTH END OF THE STATE HIGHWAY 317 BRIDGE OVER THE
 AU3407'INTRACOASTAL WATERWAY AT THE SOUTHWEST CORNER OF AN ASPHALT ROAD
 AU3407'LEADING TO THE CABOT RUBBER BLACK PLANT AND AN ASPHALT ROAD LEADING
 AU3407'TO A BOAT DOCK ON THE INTRACOASTAL WATERWAY.
 AU3407'THE MONUMENT IS 37.3 FEET SOUTH OF THE CENTERLINE OF THE ASPHALT ROAD
 AU3407'LEADING TO THE CABOT RUBBER BLACK PLANT, 27.7 FEET WEST OF THE
 AU3407'CENTERLINE OF THE ASPHALT ROAD LEADING TO THE BOAT DOCK AND 1.5 FEET
 AU3407'EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3407'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3407'FLUSH WITH THE GROUND.
 AU3407
 AU3407                          STATION RECOVERY (2006)
 AU3407
 AU3407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU3407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3408 ***********************************************************************
 AU3408  DESIGNATION -  L027
 AU3408  PID         -  AU3408
 AU3408  STATE/COUNTY-  LA/ST MARY
 AU3408  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU3408
 AU3408                         *CURRENT SURVEY CONTROL
 AU3408  ___________________________________________________________________
 AU3408* NAD 83(1992)-  29 34 21.88560(N)    091 32 00.83092(W)     ADJUSTED  
 AU3408* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 AU3408  **This station is located in a subsidence area (see below).
 AU3408  ___________________________________________________________________
 AU3408  X           -    -148,579.319 (meters)                     COMP
 AU3408  Y           -  -5,549,774.307 (meters)                     COMP
 AU3408  Z           -   3,129,258.434 (meters)                     COMP
 AU3408  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3408  ELLIP HEIGHT-         -24.10  (meters)          (06/26/02) GPS OBS
 AU3408  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AU3408
 AU3408  HORZ ORDER  -  SECOND
 AU3408  ELLP ORDER  -  FOURTH    CLASS II
 AU3408
 AU3408.The horizontal coordinates were established by GPS observations
 AU3408.and adjusted by the National Geodetic Survey in January 1993..
 AU3408
 AU3408 ** The orthometric height has not been validated since last determined
 AU3408 ** by differential leveling and should not be used for control purposes.
 AU3408 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3408 ** area with valid NAVD 88 orthometric heights.
 AU3408 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3408 ** epoch indicated which incorporates improved geoid heights for the
 AU3408 ** Southern Louisiana Subsidence area.
 AU3408 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3408
 AU3408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3408
 AU3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3408
 AU3408.The ellipsoidal height was determined by GPS observations
 AU3408.and is referenced to NAD 83.
 AU3408
 AU3408.The geoid height was determined by GEOID03.
 AU3408
 AU3408;                    North         East     Units Scale Factor Converg.
 AU3408;SPC LA S     -   118,925.825   980,599.166   MT  0.99995347   -0 06 00.4
 AU3408;SPC LA S     -   390,175.81  3,217,182.43   sFT  0.99995347   -0 06 00.4
 AU3408;UTM  15      - 3,272,340.916   642,044.274   MT  0.99984896   +0 43 25.9
 AU3408
 AU3408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3408!SPC LA S     -   1.00000379  x   0.99995347  =   0.99995725
 AU3408!UTM  15      -   1.00000379  x   0.99984896  =   0.99985274
 AU3408
 AU3408                          SUPERSEDED SURVEY CONTROL
 AU3408
 AU3408  ELLIP H (01/21/93)  -24.09   (m)                       GP(       ) 4 2
 AU3408  NAD 83(1986)-  29 34 21.90576(N)    091 32 00.82458(W) AD(       ) 2
 AU3408  NGVD 29 (11/27/91)    1.5    (m)            5.     (f) GPS OBS        
 AU3408
 AU3408.Superseded values are not recommended for survey control.
 AU3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3408.See file dsdata.txt to determine how the superseded data were derived.
 AU3408
 AU3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4204472341(NAD 83)
 AU3408_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3408_SP_SET: CONCRETE POST
 AU3408_STAMPING: L027 1990
 AU3408_MARK LOGO: LA-101
 AU3408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3408+STABILITY: SURFACE MOTION
 AU3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3408+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 AU3408
 AU3408  HISTORY     - Date     Condition        Report By
 AU3408  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3408  HISTORY     - 20060509 GOOD             NGS
 AU3408
 AU3408                          STATION DESCRIPTION
 AU3408
 AU3408'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3408'THE MONUMENT IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 317
 AU3408'APPROXIMATELY 17.8 MILES SOUTHWEST OF CENTERVILLE, LA. IN FRONT OF A
 AU3408'RED AND BROWN ONE STORY BRICK HOUSE WITH WHITE TRIM. THE MONUMENT IS
 AU3408'APPROXIMATELY 500 FEET NORTH OF THE ENTRANCE TO THE BURNS POINT
 AU3408'RECREATION AREA.
 AU3408'THE MONUMENT IS LOCATED 24.0 FEET WEST OF THE CENTERLINE OF STATE
 AU3408'HIGHWAY 317, 9.4 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE
 AU3408'SIDEWALK LEADING TO THE BRICK HOUSE, 9.5 FEET WEST OF A CHAINLINK
 AU3408'FENCE AND 1.6 FEET WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3408'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3408'FLUSH WITH THE GROUND.
 AU3408
 AU3408                          STATION RECOVERY (2006)
 AU3408
 AU3408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU3408'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3409 ***********************************************************************
 AU3409  DESIGNATION -  L028
 AU3409  PID         -  AU3409
 AU3409  STATE/COUNTY-  LA/ST MARY
 AU3409  USGS QUAD   -  ELLERSLIE (1994)
 AU3409
 AU3409                         *CURRENT SURVEY CONTROL
 AU3409  ___________________________________________________________________
 AU3409* NAD 83(1992)-  29 38 17.33944(N)    091 30 46.37398(W)     ADJUSTED  
 AU3409* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 AU3409  **This station is located in a subsidence area (see below).
 AU3409  ___________________________________________________________________
 AU3409  X           -    -146,481.405 (meters)                     COMP
 AU3409  Y           -  -5,546,247.221 (meters)                     COMP
 AU3409  Z           -   3,135,561.645 (meters)                     COMP
 AU3409  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AU3409  ELLIP HEIGHT-         -24.18  (meters)          (06/26/02) GPS OBS
 AU3409  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AU3409
 AU3409  HORZ ORDER  -  SECOND
 AU3409  ELLP ORDER  -  FOURTH    CLASS II
 AU3409
 AU3409.The horizontal coordinates were established by GPS observations
 AU3409.and adjusted by the National Geodetic Survey in January 1993..
 AU3409
 AU3409 ** The orthometric height has not been validated since last determined
 AU3409 ** by differential leveling and should not be used for control purposes.
 AU3409 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3409 ** area with valid NAVD 88 orthometric heights.
 AU3409 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3409 ** epoch indicated which incorporates improved geoid heights for the
 AU3409 ** Southern Louisiana Subsidence area.
 AU3409 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3409
 AU3409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3409
 AU3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3409
 AU3409.The ellipsoidal height was determined by GPS observations
 AU3409.and is referenced to NAD 83.
 AU3409
 AU3409.The geoid height was determined by GEOID03.
 AU3409
 AU3409;                    North         East     Units Scale Factor Converg.
 AU3409;SPC LA S     -   126,171.872   982,614.498   MT  0.99994565   -0 05 23.2
 AU3409;SPC LA S     -   413,948.88  3,223,794.40   sFT  0.99994565   -0 05 23.2
 AU3409;UTM  15      - 3,279,614.511   643,954.925   MT  0.99985569   +0 44 07.9
 AU3409
 AU3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3409!SPC LA S     -   1.00000380  x   0.99994565  =   0.99994945
 AU3409!UTM  15      -   1.00000380  x   0.99985569  =   0.99985949
 AU3409
 AU3409                          SUPERSEDED SURVEY CONTROL
 AU3409
 AU3409  ELLIP H (01/21/93)  -24.16   (m)                       GP(       ) 4 2
 AU3409  NAD 83(1986)-  29 38 17.35970(N)    091 30 46.36758(W) AD(       ) 2
 AU3409  NGVD 29 (11/27/91)    1.6    (m)            5.     (f) GPS OBS        
 AU3409
 AU3409.Superseded values are not recommended for survey control.
 AU3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3409.See file dsdata.txt to determine how the superseded data were derived.
 AU3409
 AU3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4395579615(NAD 83)
 AU3409_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3409_SP_SET: CONCRETE POST
 AU3409_STAMPING: L028 1990
 AU3409_MARK LOGO: LA-101
 AU3409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3409+STABILITY: SURFACE MOTION
 AU3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3409+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3409
 AU3409  HISTORY     - Date     Condition        Report By
 AU3409  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3409
 AU3409                          STATION DESCRIPTION
 AU3409
 AU3409'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3409'THE MONUMENT IS LOCATED 11.1 MILES SOUTHWEST OF CENTERVILLE, LA.,
 AU3409'APPROXIMATELY 9.5 MILES SOUTHWEST OF THE INTERSECTION OF U.S.
 AU3409'HIGHWAY 90 AND STATE HIGHWAY 317, ON THE NORTH SIDE OF STATE
 AU3409'HIGHWAY 317, IN FRONT OF A WHITE WOOD FRAME HOUSE WITH ADDRESS
 AU3409'NO. 722.
 AU3409'THE MONUMENT IS LOCATED 23.8 FEET NORTH OF THE CENTERLINE OF STATE
 AU3409'HIGHWAY 317, 55.0 FEET WEST OF THE CENTERLINE OF A SHELL AND GRAVEL
 AU3409'DRIVEWAY TO THE WHITE WOOD FRAME HOUSE AND 1.3 FEET SOUTH OF AN
 AU3409'ORANGE FIBERGLASS WITNESS POST.
 AU3409'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3409'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3410 ***********************************************************************
 AU3410  DESIGNATION -  L029
 AU3410  PID         -  AU3410
 AU3410  STATE/COUNTY-  LA/ST MARY
 AU3410  USGS QUAD   -  FRANKLIN (1994)
 AU3410
 AU3410                         *CURRENT SURVEY CONTROL
 AU3410  ___________________________________________________________________
 AU3410* NAD 83(1992)-  29 48 50.23470(N)    091 30 42.84599(W)     ADJUSTED  
 AU3410* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 AU3410  **This station is located in a subsidence area (see below).
 AU3410  ___________________________________________________________________
 AU3410  X           -    -146,131.571 (meters)                     COMP
 AU3410  Y           -  -5,536,589.480 (meters)                     COMP
 AU3410  Z           -   3,152,484.258 (meters)                     COMP
 AU3410  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3410  ELLIP HEIGHT-         -24.98  (meters)          (06/26/02) GPS OBS
 AU3410  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AU3410
 AU3410  HORZ ORDER  -  SECOND
 AU3410  ELLP ORDER  -  FOURTH    CLASS II
 AU3410
 AU3410.The horizontal coordinates were established by GPS observations
 AU3410.and adjusted by the National Geodetic Survey in January 1993..
 AU3410
 AU3410 ** The orthometric height has not been validated since last determined
 AU3410 ** by differential leveling and should not be used for control purposes.
 AU3410 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3410 ** area with valid NAVD 88 orthometric heights.
 AU3410 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3410 ** epoch indicated which incorporates improved geoid heights for the
 AU3410 ** Southern Louisiana Subsidence area.
 AU3410 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3410
 AU3410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3410
 AU3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3410
 AU3410.The ellipsoidal height was determined by GPS observations
 AU3410.and is referenced to NAD 83.
 AU3410
 AU3410.The geoid height was determined by GEOID03.
 AU3410
 AU3410;                    North         East     Units Scale Factor Converg.
 AU3410;SPC LA S     -   145,658.003   982,739.756   MT  0.99993103   -0 05 21.4
 AU3410;SPC LA S     -   477,879.63  3,224,205.35   sFT  0.99993103   -0 05 21.4
 AU3410;UTM  15      - 3,299,098.818   643,798.832   MT  0.99985513   +0 44 24.0
 AU3410
 AU3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3410!SPC LA S     -   1.00000392  x   0.99993103  =   0.99993495
 AU3410!UTM  15      -   1.00000392  x   0.99985513  =   0.99985905
 AU3410
 AU3410                          SUPERSEDED SURVEY CONTROL
 AU3410
 AU3410  ELLIP H (01/21/93)  -24.90   (m)                       GP(       ) 4 2
 AU3410  NAD 83(1986)-  29 48 50.25568(N)    091 30 42.83926(W) AD(       ) 2
 AU3410  NGVD 29 (11/27/91)    1.4    (m)            5.     (f) GPS OBS        
 AU3410
 AU3410.Superseded values are not recommended for survey control.
 AU3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3410.See file dsdata.txt to determine how the superseded data were derived.
 AU3410
 AU3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4379999099(NAD 83)
 AU3410_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3410_SP_SET: CONCRETE POST
 AU3410_STAMPING: L029 1990
 AU3410_MARK LOGO: LA-101
 AU3410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3410+STABILITY: SURFACE MOTION
 AU3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3410+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3410
 AU3410  HISTORY     - Date     Condition        Report By
 AU3410  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3410
 AU3410                          STATION DESCRIPTION
 AU3410
 AU3410'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3410'THE MONUMENT IS LOCATED APPROXIMATELY 200 FEET NORTH OF THE
 AU3410'INTERSECTION OF STATE HIGHWAY 3211 AND STATE HIGHWAY 182, AT THE
 AU3410'NORTHEAST CORNER OF THE NORTH ENTRANCE TO HILL BEHAN LUMBER CO. ON
 AU3410'STATE HIGHWAY 182 IN FRANKLIN, LA.
 AU3410'THE MONUMENT IS LOCATED 31.5 FEET EAST OF THE CENTERLINE OF STATE
 AU3410'HIGHWAY 182, 21.5 FEET NORTH OF THE CENTERLINE OF THE NORTH CONCRETE
 AU3410'ENTRANCE ROAD TO HILL BEHAN LUMBER CO. AND 1.5 FEET SOUTH OF AN
 AU3410'ORANGE FIBERGLASS WITNESS POST.
 AU3410'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3410'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3411 ***********************************************************************
 AU3411  DESIGNATION -  L030
 AU3411  PID         -  AU3411
 AU3411  STATE/COUNTY-  LA/ST MARY
 AU3411  USGS QUAD   -  FRANKLIN (1994)
 AU3411
 AU3411                         *CURRENT SURVEY CONTROL
 AU3411  ___________________________________________________________________
 AU3411* NAD 83(1992)-  29 49 25.28633(N)    091 30 53.71786(W)     ADJUSTED  
 AU3411* NAVD 88     -         3.0  **(meters)      10.   **(feet)  GPS OBS   
 AU3411  **This station is located in a subsidence area (see below).
 AU3411  ___________________________________________________________________
 AU3411  X           -    -146,409.247 (meters)                     COMP
 AU3411  Y           -  -5,536,046.789 (meters)                     COMP
 AU3411  Z           -   3,153,421.521 (meters)                     COMP
 AU3411  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3411  ELLIP HEIGHT-         -23.23  (meters)          (02/20/02) GPS OBS
 AU3411  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU3411
 AU3411  HORZ ORDER  -  FIRST
 AU3411  ELLP ORDER  -  FOURTH    CLASS I
 AU3411
 AU3411.The horizontal coordinates were established by GPS observations
 AU3411.and adjusted by the National Geodetic Survey in July 2000..
 AU3411
 AU3411 ** The orthometric height has not been validated since last determined
 AU3411 ** by differential leveling and should not be used for control purposes.
 AU3411 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3411 ** area with valid NAVD 88 orthometric heights.
 AU3411 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3411 ** epoch indicated which incorporates improved geoid heights for the
 AU3411 ** Southern Louisiana Subsidence area.
 AU3411 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3411.The orthometric height was determined by GPS observations and a
 AU3411.high-resolution geoid model.
 AU3411
 AU3411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3411
 AU3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3411
 AU3411.The ellipsoidal height was determined by GPS observations
 AU3411.and is referenced to NAD 83.
 AU3411
 AU3411.The geoid height was determined by GEOID03.
 AU3411
 AU3411;                    North         East     Units Scale Factor Converg.
 AU3411;SPC LA S     -   146,737.678   982,449.560   MT  0.99993050   -0 05 26.9
 AU3411;SPC LA S     -   481,421.87  3,223,253.26   sFT  0.99993050   -0 05 26.9
 AU3411;UTM  15      - 3,300,174.098   643,493.061   MT  0.99985405   +0 44 19.3
 AU3411
 AU3411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3411!SPC LA S     -   1.00000365  x   0.99993050  =   0.99993415
 AU3411!UTM  15      -   1.00000365  x   0.99985405  =   0.99985770
 AU3411
 AU3411                          SUPERSEDED SURVEY CONTROL
 AU3411
 AU3411  ELLIP H (07/31/00)  -23.22   (m)                       GP(       ) 4 1
 AU3411  NAD 83(1992)-  29 49 25.28772(N)    091 30 53.71487(W) AD(       ) 2
 AU3411  ELLIP H (01/21/93)  -23.30   (m)                       GP(       ) 4 2
 AU3411  NAD 83(1986)-  29 49 25.30870(N)    091 30 53.70814(W) AD(       ) 2
 AU3411  NGVD 29 (11/27/91)    3.1    (m)           10.     (f) GPS OBS        
 AU3411
 AU3411.Superseded values are not recommended for survey control.
 AU3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3411.See file dsdata.txt to determine how the superseded data were derived.
 AU3411
 AU3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4349300174(NAD 83)
 AU3411_MARKER: DD = SURVEY DISK
 AU3411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3411_SP_SET: CONCRETE POST
 AU3411_STAMPING: L030 1990
 AU3411_MARK LOGO: LA-101
 AU3411_PROJECTION: FLUSH
 AU3411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3411+STABILITY: SURFACE MOTION
 AU3411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3411+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3411
 AU3411  HISTORY     - Date     Condition        Report By
 AU3411  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3411  HISTORY     - 19991130 GOOD             CDSMS
 AU3411
 AU3411                          STATION DESCRIPTION
 AU3411
 AU3411'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3411'THE MONUMENT IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION
 AU3411'OF STATE HIGHWAY 182 AND IRISH BEND ROAD, NEAR THE SIGN FOR OAKLAWN
 AU3411'MANOR, NORTH OF FRANKLIN, LA.
 AU3411'THE MONUMENT IS LOCATED 76.1 FEET NORTHEAST OF THE CENTERLINE OF
 AU3411'STATE HIGHWAY 182, 66.3 FEET SOUTHEAST OF THE CENTERLINE OF IRISH
 AU3411'BEND ROAD ( ST. MARY PARISH ROAD 28 ), 7.6 FEET NORTH OF THE EAST
 AU3411'END OF A SIGNPOST FOR OAKLAWN MANOR AND 1.5 FEET WEST OF AN ORANGE
 AU3411'FIBERGLASS WITNESS POST.
 AU3411'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3411'FLUSH WITH THE GROUND.
 AU3411
 AU3411                          STATION RECOVERY (1999)
 AU3411
 AU3411'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3411'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU3411'RECOVERED AS DESCRIBED EXCEPT THAT FIBERGLASS WITNESS POST NO LONGER
 AU3411'EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3412 ***********************************************************************
 AU3412  DESIGNATION -  L031
 AU3412  PID         -  AU3412
 AU3412  STATE/COUNTY-  LA/ST MARY
 AU3412  USGS QUAD   -  CENTERVILLE (1994)
 AU3412
 AU3412                         *CURRENT SURVEY CONTROL
 AU3412  ___________________________________________________________________
 AU3412* NAD 83(1992)-  29 48 53.01304(N)    091 27 07.36467(W)     ADJUSTED  
 AU3412* NAVD 88     -         3.9  **(meters)      13.   **(feet)  VERTCON   
 AU3412  **This station is located in a subsidence area (see below).
 AU3412  ___________________________________________________________________
 AU3412  X           -    -140,346.492 (meters)                     COMP
 AU3412  Y           -  -5,536,698.872 (meters)                     COMP
 AU3412  Z           -   3,152,559.786 (meters)                     COMP
 AU3412  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3412  ELLIP HEIGHT-         -22.36  (meters)          (06/26/02) GPS OBS
 AU3412  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AU3412
 AU3412  HORZ ORDER  -  SECOND
 AU3412  ELLP ORDER  -  FOURTH    CLASS II
 AU3412
 AU3412.The horizontal coordinates were established by GPS observations
 AU3412.and adjusted by the National Geodetic Survey in January 1993..
 AU3412
 AU3412 ** The orthometric height has not been validated since last determined
 AU3412 ** by differential leveling and should not be used for control purposes.
 AU3412 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3412 ** area with valid NAVD 88 orthometric heights.
 AU3412 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3412 ** epoch indicated which incorporates improved geoid heights for the
 AU3412 ** Southern Louisiana Subsidence area.
 AU3412 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3412
 AU3412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3412
 AU3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3412
 AU3412.The ellipsoidal height was determined by GPS observations
 AU3412.and is referenced to NAD 83.
 AU3412
 AU3412.The geoid height was determined by GEOID03.
 AU3412
 AU3412;                    North         East     Units Scale Factor Converg.
 AU3412;SPC LA S     -   145,736.042   988,525.459   MT  0.99993099   -0 03 33.7
 AU3412;SPC LA S     -   478,135.66  3,243,187.28   sFT  0.99993099   -0 03 33.7
 AU3412;UTM  15      - 3,299,260.568   649,582.421   MT  0.99987607   +0 46 11.2
 AU3412
 AU3412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3412!SPC LA S     -   1.00000351  x   0.99993099  =   0.99993450
 AU3412!UTM  15      -   1.00000351  x   0.99987607  =   0.99987958
 AU3412
 AU3412                          SUPERSEDED SURVEY CONTROL
 AU3412
 AU3412  NAD 83(1986)-  29 48 53.03396(N)    091 27 07.35797(W) AD(       ) 2
 AU3412  NGVD 29 (11/27/91)    4.0    (m)           13.     (f) GPS OBS        
 AU3412
 AU3412.Superseded values are not recommended for survey control.
 AU3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3412.See file dsdata.txt to determine how the superseded data were derived.
 AU3412
 AU3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4958299261(NAD 83)
 AU3412_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3412_SP_SET: CONCRETE POST
 AU3412_STAMPING: L031 1990
 AU3412_MARK LOGO: LA-101
 AU3412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3412+STABILITY: SURFACE MOTION
 AU3412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3412+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3412
 AU3412  HISTORY     - Date     Condition        Report By
 AU3412  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3412
 AU3412                          STATION DESCRIPTION
 AU3412
 AU3412'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3412'THE MONUMENT IS LOCATED NORTHEAST OF FRANKLIN, LA., AT THE ENTRANCE
 AU3412'TO THE BELLEVIEW COUNTRY CLUB, ON THE NORTH SIDE OF BELLEVIEW ROAD
 AU3412'AND APPROXIMATELY 300 FEET EAST OF ST. MARY PARISH ROAD 28.
 AU3412'THE MONUMENT IS LOCATED 29.0 FEET NORTH OF THE CENTERLINE OF
 AU3412'BELLEVIEW ROAD, 17.4 FEET NORTHEAST OF POWER POLE NO. 320 AND 1.5
 AU3412'FEET SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3412'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3412'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3413 ***********************************************************************
 AU3413  DESIGNATION -  L032
 AU3413  PID         -  AU3413
 AU3413  STATE/COUNTY-  LA/ST MARY
 AU3413  USGS QUAD   -  CENTERVILLE (1994)
 AU3413
 AU3413                         *CURRENT SURVEY CONTROL
 AU3413  ___________________________________________________________________
 AU3413* NAD 83(1992)-  29 52 12.16628(N)    091 27 15.89521(W)     ADJUSTED  
 AU3413* NAVD 88     -         1.8  **(meters)       6.   **(feet)  VERTCON   
 AU3413  **This station is located in a subsidence area (see below).
 AU3413  ___________________________________________________________________
 AU3413  X           -    -140,497.972 (meters)                     COMP
 AU3413  Y           -  -5,533,640.594 (meters)                     COMP
 AU3413  Z           -   3,157,877.739 (meters)                     COMP
 AU3413  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU3413  ELLIP HEIGHT-         -24.62  (meters)          (06/26/02) GPS OBS
 AU3413  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AU3413
 AU3413  HORZ ORDER  -  SECOND
 AU3413  ELLP ORDER  -  FOURTH    CLASS II
 AU3413
 AU3413.The horizontal coordinates were established by GPS observations
 AU3413.and adjusted by the National Geodetic Survey in January 1993..
 AU3413
 AU3413 ** The orthometric height has not been validated since last determined
 AU3413 ** by differential leveling and should not be used for control purposes.
 AU3413 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3413 ** area with valid NAVD 88 orthometric heights.
 AU3413 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3413 ** epoch indicated which incorporates improved geoid heights for the
 AU3413 ** Southern Louisiana Subsidence area.
 AU3413 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3413
 AU3413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3413
 AU3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3413
 AU3413.The ellipsoidal height was determined by GPS observations
 AU3413.and is referenced to NAD 83.
 AU3413
 AU3413.The geoid height was determined by GEOID03.
 AU3413
 AU3413;                    North         East     Units Scale Factor Converg.
 AU3413;SPC LA S     -   151,868.095   988,302.897   MT  0.99992834   -0 03 38.0
 AU3413;SPC LA S     -   498,253.91  3,242,457.09   sFT  0.99992834   -0 03 38.0
 AU3413;UTM  15      - 3,305,388.423   649,271.094   MT  0.99987492   +0 46 11.6
 AU3413
 AU3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3413!SPC LA S     -   1.00000387  x   0.99992834  =   0.99993221
 AU3413!UTM  15      -   1.00000387  x   0.99987492  =   0.99987879
 AU3413
 AU3413                          SUPERSEDED SURVEY CONTROL
 AU3413
 AU3413  ELLIP H (01/21/93)  -24.69   (m)                       GP(       ) 4 2
 AU3413  NAD 83(1986)-  29 52 12.18721(N)    091 27 15.88852(W) AD(       ) 2
 AU3413  NGVD 29 (11/27/91)    1.8    (m)            6.     (f) GPS OBS        
 AU3413
 AU3413.Superseded values are not recommended for survey control.
 AU3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3413.See file dsdata.txt to determine how the superseded data were derived.
 AU3413
 AU3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4927105388(NAD 83)
 AU3413_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3413_SP_SET: CONCRETE POST
 AU3413_STAMPING: L032 1990
 AU3413_MARK LOGO: LA-101
 AU3413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3413+STABILITY: SURFACE MOTION
 AU3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3413+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3413
 AU3413  HISTORY     - Date     Condition        Report By
 AU3413  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3413
 AU3413                          STATION DESCRIPTION
 AU3413
 AU3413'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3413'THE MONUMENT IS LOCATED NORTHEAST OF FRANKLIN, LA. AND APPROXIMATELY
 AU3413'2 MILES NORTH OF OAKLAWN, LA. FROM THE INTERSECTION OF STATE
 AU3413'HIGHWAY 87 AND ST. MARY PARISH ROAD 123, NORTHWEST OF OAKLAWN, LA.,
 AU3413'PROCEED 1.25 MILES ALONG ST. MARY PARISH ROAD 123 TO THE MONUMENT
 AU3413'ON THE RIGHT, IN THE CENTERLINE OF A SHELL CANE FIELD ROAD WHERE
 AU3413'ST. MARY PARISH ROAD 123 TURNS TO THE WEST.
 AU3413'THE MONUMENT IS LOCATED 17.0 FEET NORTHEAST OF THE CENTERLINE OF
 AU3413'ST. MARY PARISH ROAD 123, 14.0 FEET FROM THE EDGE OF ASPHALT OF
 AU3413'ST. MARY PARISH ROAD 123 ALONG THE BACK TANGENT OF THE ROAD AND
 AU3413'10.2 FEET SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3413'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3413'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3414 ***********************************************************************
 AU3414  DESIGNATION -  L033
 AU3414  PID         -  AU3414
 AU3414  STATE/COUNTY-  LA/ST MARY
 AU3414  USGS QUAD   -  FRANKLIN (1994)
 AU3414
 AU3414                         *CURRENT SURVEY CONTROL
 AU3414  ___________________________________________________________________
 AU3414* NAD 83(1992)-  29 49 54.62383(N)    091 32 38.95769(W)     ADJUSTED  
 AU3414* NAVD 88     -         4.2  **(meters)      14.   **(feet)  VERTCON   
 AU3414  **This station is located in a subsidence area (see below).
 AU3414  ___________________________________________________________________
 AU3414  X           -    -149,221.732 (meters)                     COMP
 AU3414  Y           -  -5,535,523.219 (meters)                     COMP
 AU3414  Z           -   3,154,205.770 (meters)                     COMP
 AU3414  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3414  ELLIP HEIGHT-         -22.07  (meters)          (06/26/02) GPS OBS
 AU3414  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU3414
 AU3414  HORZ ORDER  -  SECOND
 AU3414  ELLP ORDER  -  FOURTH    CLASS II
 AU3414
 AU3414.The horizontal coordinates were established by GPS observations
 AU3414.and adjusted by the National Geodetic Survey in January 1993..
 AU3414
 AU3414 ** The orthometric height has not been validated since last determined
 AU3414 ** by differential leveling and should not be used for control purposes.
 AU3414 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3414 ** area with valid NAVD 88 orthometric heights.
 AU3414 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3414 ** epoch indicated which incorporates improved geoid heights for the
 AU3414 ** Southern Louisiana Subsidence area.
 AU3414 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3414
 AU3414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3414
 AU3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3414
 AU3414.The ellipsoidal height was determined by GPS observations
 AU3414.and is referenced to NAD 83.
 AU3414
 AU3414.The geoid height was determined by GEOID03.
 AU3414
 AU3414;                    North         East     Units Scale Factor Converg.
 AU3414;SPC LA S     -   147,645.798   979,625.839   MT  0.99993007   -0 06 19.5
 AU3414;SPC LA S     -   484,401.26  3,213,989.11   sFT  0.99993007   -0 06 19.5
 AU3414;UTM  15      - 3,301,041.167   640,656.718   MT  0.99984410   +0 43 27.6
 AU3414
 AU3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3414!SPC LA S     -   1.00000347  x   0.99993007  =   0.99993354
 AU3414!UTM  15      -   1.00000347  x   0.99984410  =   0.99984757
 AU3414
 AU3414                          SUPERSEDED SURVEY CONTROL
 AU3414
 AU3414  ELLIP H (01/21/93)  -22.14   (m)                       GP(       ) 4 2
 AU3414  NAD 83(1986)-  29 49 54.64500(N)    091 32 38.95087(W) AD(       ) 2
 AU3414  NGVD 29 (11/27/91)    4.2    (m)           14.     (f) GPS OBS        
 AU3414
 AU3414.Superseded values are not recommended for survey control.
 AU3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3414.See file dsdata.txt to determine how the superseded data were derived.
 AU3414
 AU3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4065701041(NAD 83)
 AU3414_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3414_SP_SET: CONCRETE POST
 AU3414_STAMPING: L033 1990
 AU3414_MARK LOGO: LA-101
 AU3414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3414+STABILITY: SURFACE MOTION
 AU3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3414+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3414
 AU3414  HISTORY     - Date     Condition        Report By
 AU3414  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3414
 AU3414                          STATION DESCRIPTION
 AU3414
 AU3414'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3414'THE MONUMENT IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION
 AU3414'OF STATE HIGHWAY 182 AND ORPHAN HOME ROAD, IN BALDWIN, LA.
 AU3414'THE MONUMENT IS LOCATED 45 FEET NORTHEAST OF THE CENTERLINE OF STATE
 AU3414'HIGHWAY 182, 21.2 FEET SOUTHEAST OF THE CENTERLINE OF ORPHAN HOME
 AU3414'ROAD AND 1.4 FEET NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3414'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3414'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3415 ***********************************************************************
 AU3415  DESIGNATION -  L034
 AU3415  PID         -  AU3415
 AU3415  STATE/COUNTY-  LA/ST MARY
 AU3415  USGS QUAD   -  FRANKLIN (1994)
 AU3415
 AU3415                         *CURRENT SURVEY CONTROL
 AU3415  ___________________________________________________________________
 AU3415* NAD 83(1992)-  29 51 58.97048(N)    091 31 38.19720(W)     ADJUSTED  
 AU3415* NAVD 88     -         4.2  **(meters)      14.   **(feet)  VERTCON   
 AU3415  **This station is located in a subsidence area (see below).
 AU3415  ___________________________________________________________________
 AU3415  X           -    -147,540.301 (meters)                     COMP
 AU3415  Y           -  -5,533,661.715 (meters)                     COMP
 AU3415  Z           -   3,157,526.530 (meters)                     COMP
 AU3415  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3415  ELLIP HEIGHT-         -22.33  (meters)          (06/26/02) GPS OBS
 AU3415  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AU3415
 AU3415  HORZ ORDER  -  SECOND
 AU3415  ELLP ORDER  -  FOURTH    CLASS II
 AU3415
 AU3415.The horizontal coordinates were established by GPS observations
 AU3415.and adjusted by the National Geodetic Survey in January 1993..
 AU3415
 AU3415 ** The orthometric height has not been validated since last determined
 AU3415 ** by differential leveling and should not be used for control purposes.
 AU3415 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3415 ** area with valid NAVD 88 orthometric heights.
 AU3415 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3415 ** epoch indicated which incorporates improved geoid heights for the
 AU3415 ** Southern Louisiana Subsidence area.
 AU3415 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3415
 AU3415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3415
 AU3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3415
 AU3415.The ellipsoidal height was determined by GPS observations
 AU3415.and is referenced to NAD 83.
 AU3415
 AU3415.The geoid height was determined by GEOID03.
 AU3415
 AU3415;                    North         East     Units Scale Factor Converg.
 AU3415;SPC LA S     -   151,471.478   981,263.428   MT  0.99992848   -0 05 49.1
 AU3415;SPC LA S     -   496,952.67  3,219,361.76   sFT  0.99992848   -0 05 49.1
 AU3415;UTM  15      - 3,304,889.853   642,238.579   MT  0.99984962   +0 44 00.6
 AU3415
 AU3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3415!SPC LA S     -   1.00000351  x   0.99992848  =   0.99993199
 AU3415!UTM  15      -   1.00000351  x   0.99984962  =   0.99985313
 AU3415
 AU3415                          SUPERSEDED SURVEY CONTROL
 AU3415
 AU3415  ELLIP H (01/21/93)  -22.24   (m)                       GP(       ) 4 2
 AU3415  NAD 83(1986)-  29 51 58.99159(N)    091 31 38.19057(W) AD(       ) 2
 AU3415  NGVD 29 (11/27/91)    4.3    (m)           14.     (f) GPS OBS        
 AU3415
 AU3415.Superseded values are not recommended for survey control.
 AU3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3415.See file dsdata.txt to determine how the superseded data were derived.
 AU3415
 AU3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4223904890(NAD 83)
 AU3415_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3415_SP_SET: CONCRETE POST
 AU3415_STAMPING: L034 1990
 AU3415_MARK LOGO: LA-101
 AU3415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3415+STABILITY: SURFACE MOTION
 AU3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3415+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3415
 AU3415  HISTORY     - Date     Condition        Report By
 AU3415  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3415
 AU3415                          STATION DESCRIPTION
 AU3415
 AU3415'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3415'THE MONUMENT IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 326,
 AU3415'APPROXIMATELY 190 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 AU3415'326 AND FLATTOWN ROAD, 2.2 MILES NORTHEAST OF BALDWIN, LA.
 AU3415'THE MONUMENT IS LOCATED 20.5 FEET EAST OF THE CENTERLINE OF STATE
 AU3415'HIGHWAY 326 AND 1.5 FEET WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3415'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3415'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3418 ***********************************************************************
 AU3418  DESIGNATION -  L035
 AU3418  PID         -  AU3418
 AU3418  STATE/COUNTY-  LA/ST MARY
 AU3418  USGS QUAD   -  CHARENTON (1980)
 AU3418
 AU3418                         *CURRENT SURVEY CONTROL
 AU3418  ___________________________________________________________________
 AU3418* NAD 83(1992)-  29 52 39.85556(N)    091 32 17.34247(W)     ADJUSTED  
 AU3418* NAVD 88     -         5.   **(meters)      16.   **(feet)  VERTCON   
 AU3418  **This station is located in a subsidence area (see below).
 AU3418  ___________________________________________________________________
 AU3418  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU3418  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AU3418
 AU3418  HORZ ORDER  -  SECOND
 AU3418
 AU3418.The horizontal coordinates were established by classical geodetic methods
 AU3418.and adjusted by the National Geodetic Survey in January 1993..
 AU3418.No horizontal observational check was made to the station.
 AU3418
 AU3418 ** The orthometric height has not been validated since last determined
 AU3418 ** by differential leveling and should not be used for control purposes.
 AU3418 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3418 ** area with valid NAVD 88 orthometric heights.
 AU3418 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3418 ** epoch indicated which incorporates improved geoid heights for the
 AU3418 ** Southern Louisiana Subsidence area.
 AU3418 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3418
 AU3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3418
 AU3418.The geoid height was determined by GEOID03.
 AU3418
 AU3418;                    North         East     Units Scale Factor Converg.
 AU3418;SPC LA S     -   152,732.137   980,215.191   MT  0.99992804   -0 06 08.7
 AU3418;SPC LA S     -   501,088.69  3,215,922.67   sFT  0.99992804   -0 06 08.7
 AU3418;UTM  15      - 3,306,135.083   641,172.263   MT  0.99984589   +0 43 42.0
 AU3418
 AU3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3418!SPC LA S     -   1.00000340  x   0.99992804  =   0.99993144
 AU3418!UTM  15      -   1.00000340  x   0.99984589  =   0.99984929
 AU3418
 AU3418                          SUPERSEDED SURVEY CONTROL
 AU3418
 AU3418  NAD 83(1986)-  29 52 39.87673(N)    091 32 17.33584(W) AD(       ) 2
 AU3418  NGVD 29 (11/27/91)    5.     (m)           16.     (f) VERT ANG       
 AU3418
 AU3418.Superseded values are not recommended for survey control.
 AU3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3418.See file dsdata.txt to determine how the superseded data were derived.
 AU3418
 AU3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4117206135(NAD 83)
 AU3418_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3418_SP_SET: CONCRETE POST
 AU3418_STAMPING: L035 1990
 AU3418_MARK LOGO: LA-101
 AU3418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3418+STABILITY: SURFACE MOTION
 AU3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3418+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3418
 AU3418  HISTORY     - Date     Condition        Report By
 AU3418  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3418
 AU3418                          STATION DESCRIPTION
 AU3418
 AU3418'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3418'THE MONUMENT IS LOCATED ON THE WEST SIDE OF BOBTOWN ROAD,
 AU3418'APPROXIMATELY 0.25 MILES SOUTHEAST OF THE INTERSECTION OF BOBTOWN
 AU3418'ROAD AND STATE HIGHWAY 326, IN CHARENTON, LA. THE MONUMENT IS
 AU3418'ON AN ABANDONED RAILROAD BED, JUST NORTHWEST OF THE MT. PLEASANT
 AU3418'BAPTIST CHURCH.
 AU3418'THE MONUMENT IS LOCATED 20.8 FEET SOUTHWEST OF THE CENTERLINE OF
 AU3418'BOBTOWN ROAD AND 1.5 FEET EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3418'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3418'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3417 ***********************************************************************
 AU3417  DESIGNATION -  L035A
 AU3417  PID         -  AU3417
 AU3417  STATE/COUNTY-  LA/ST MARY
 AU3417  USGS QUAD   -  FRANKLIN (1994)
 AU3417
 AU3417                         *CURRENT SURVEY CONTROL
 AU3417  ___________________________________________________________________
 AU3417* NAD 83(1992)-  29 52 12.70743(N)    091 32 20.96866(W)     ADJUSTED  
 AU3417* NAVD 88     -         3.3  **(meters)      11.   **(feet)  VERTCON   
 AU3417  **This station is located in a subsidence area (see below).
 AU3417  ___________________________________________________________________
 AU3417  X           -    -148,682.088 (meters)                     COMP
 AU3417  Y           -  -5,533,419.614 (meters)                     COMP
 AU3417  Z           -   3,157,892.861 (meters)                     COMP
 AU3417  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3417  ELLIP HEIGHT-         -23.27  (meters)          (06/26/02) GPS OBS
 AU3417  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AU3417
 AU3417  HORZ ORDER  -  SECOND
 AU3417  ELLP ORDER  -  FOURTH    CLASS II
 AU3417
 AU3417.The horizontal coordinates were established by GPS observations
 AU3417.and adjusted by the National Geodetic Survey in January 1993..
 AU3417
 AU3417 ** The orthometric height has not been validated since last determined
 AU3417 ** by differential leveling and should not be used for control purposes.
 AU3417 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3417 ** area with valid NAVD 88 orthometric heights.
 AU3417 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3417 ** epoch indicated which incorporates improved geoid heights for the
 AU3417 ** Southern Louisiana Subsidence area.
 AU3417 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3417
 AU3417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3417
 AU3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3417
 AU3417.The ellipsoidal height was determined by GPS observations
 AU3417.and is referenced to NAD 83.
 AU3417
 AU3417.The geoid height was determined by GEOID03.
 AU3417
 AU3417;                    North         East     Units Scale Factor Converg.
 AU3417;SPC LA S     -   151,896.434   980,116.389   MT  0.99992833   -0 06 10.5
 AU3417;SPC LA S     -   498,346.88  3,215,598.52   sFT  0.99992833   -0 06 10.5
 AU3417;UTM  15      - 3,305,298.105   641,085.594   MT  0.99984559   +0 43 39.6
 AU3417
 AU3417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3417!SPC LA S     -   1.00000365  x   0.99992833  =   0.99993198
 AU3417!UTM  15      -   1.00000365  x   0.99984559  =   0.99984924
 AU3417
 AU3417                          SUPERSEDED SURVEY CONTROL
 AU3417
 AU3417  ELLIP H (01/21/93)  -23.18   (m)                       GP(       ) 4 2
 AU3417  NAD 83(1986)-  29 52 12.72855(N)    091 32 20.96205(W) AD(       ) 2
 AU3417  NGVD 29 (11/27/91)    3.3    (m)           11.     (f) GPS OBS        
 AU3417
 AU3417.Superseded values are not recommended for survey control.
 AU3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3417.See file dsdata.txt to determine how the superseded data were derived.
 AU3417
 AU3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4108605298(NAD 83)
 AU3417_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3417_SP_SET: CONCRETE POST
 AU3417_STAMPING: L035A 1990
 AU3417_MARK LOGO: LA-101
 AU3417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3417+STABILITY: SURFACE MOTION
 AU3417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3417+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3417
 AU3417  HISTORY     - Date     Condition        Report By
 AU3417  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3417
 AU3417                          STATION DESCRIPTION
 AU3417
 AU3417'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3417'THE MONUMENT IS LOCATED ON THE SOUTH SIDE OF DINKEN ROAD AT THE
 AU3417'TEE INTERSECTION OF DINKEN ROAD AND THE CENTERLINE OF BOBTOWN ROAD.
 AU3417'THE TEE INTERSECTION OF DINKEN ROAD AND BOBTOWN ROAD IS LOCATED
 AU3417'APROXIMATELY 0.77 MILES SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 AU3417'326 AND BOBTOWN ROAD, IN CHARENTON, LA. THE MONUMENT IS LOCATED
 AU3417'IN FRONT OF A BROWN AND RED BRICK ONE STORY HOUSE WITH WHITE TRIM.
 AU3417'THE MONUMENT IS LOCATED 25.5 FEET SOUTH OF THE CENTERLINE
 AU3417'INTERSECTIONS OF DINKEN ROAD AND BOBTOWN ROAD, 19.5 FEET SOUTHEAST
 AU3417'OF THE CENTERLINE OF DINKEN ROAD, 37.0 FEET EAST OF THE CENTERLINE
 AU3417'OF A CONCRETE DRIVEWAY AND 1.5 FEET NORTH OF AN ORANGE FIBERGLASS
 AU3417'WITNESS POST.
 AU3417'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3417'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3419 ***********************************************************************
 AU3419  DESIGNATION -  L036
 AU3419  PID         -  AU3419
 AU3419  STATE/COUNTY-  LA/ST MARY
 AU3419  USGS QUAD   -  FRANKLIN (1994)
 AU3419
 AU3419                         *CURRENT SURVEY CONTROL
 AU3419  ___________________________________________________________________
 AU3419* NAD 83(1992)-  29 52 05.70838(N)    091 34 40.16758(W)     ADJUSTED  
 AU3419* NAVD 88     -         3.4  **(meters)      11.   **(feet)  VERTCON   
 AU3419  **This station is located in a subsidence area (see below).
 AU3419  ___________________________________________________________________
 AU3419  X           -    -152,419.270 (meters)                     COMP
 AU3419  Y           -  -5,533,425.391 (meters)                     COMP
 AU3419  Z           -   3,157,706.026 (meters)                     COMP
 AU3419  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3419  ELLIP HEIGHT-         -23.17  (meters)          (06/26/02) GPS OBS
 AU3419  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AU3419
 AU3419  HORZ ORDER  -  SECOND
 AU3419  ELLP ORDER  -  FOURTH    CLASS II
 AU3419
 AU3419.The horizontal coordinates were established by GPS observations
 AU3419.and adjusted by the National Geodetic Survey in January 1993..
 AU3419
 AU3419 ** The orthometric height has not been validated since last determined
 AU3419 ** by differential leveling and should not be used for control purposes.
 AU3419 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3419 ** area with valid NAVD 88 orthometric heights.
 AU3419 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3419 ** epoch indicated which incorporates improved geoid heights for the
 AU3419 ** Southern Louisiana Subsidence area.
 AU3419 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3419
 AU3419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3419
 AU3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3419
 AU3419.The ellipsoidal height was determined by GPS observations
 AU3419.and is referenced to NAD 83.
 AU3419
 AU3419.The geoid height was determined by GEOID03.
 AU3419
 AU3419;                    North         East     Units Scale Factor Converg.
 AU3419;SPC LA S     -   151,688.277   976,380.585   MT  0.99992841   -0 07 20.1
 AU3419;SPC LA S     -   497,663.96  3,203,341.97   sFT  0.99992841   -0 07 20.1
 AU3419;UTM  15      - 3,305,035.838   637,353.533   MT  0.99983277   +0 42 30.1
 AU3419
 AU3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3419!SPC LA S     -   1.00000364  x   0.99992841  =   0.99993205
 AU3419!UTM  15      -   1.00000364  x   0.99983277  =   0.99983641
 AU3419
 AU3419                          SUPERSEDED SURVEY CONTROL
 AU3419
 AU3419  ELLIP H (01/21/93)  -23.11   (m)                       GP(       ) 4 2
 AU3419  NAD 83(1986)-  29 52 05.72986(N)    091 34 40.16133(W) AD(       ) 2
 AU3419  NGVD 29 (11/27/91)    3.4    (m)           11.     (f) GPS OBS        
 AU3419
 AU3419.Superseded values are not recommended for survey control.
 AU3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3419.See file dsdata.txt to determine how the superseded data were derived.
 AU3419
 AU3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3735405036(NAD 83)
 AU3419_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3419_SP_SET: CONCRETE POST
 AU3419_STAMPING: L036 1990
 AU3419_MARK LOGO: LA-101
 AU3419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3419+STABILITY: SURFACE MOTION
 AU3419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3419+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AU3419
 AU3419  HISTORY     - Date     Condition        Report By
 AU3419  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3419  HISTORY     - 20060503 GOOD             INDIV
 AU3419
 AU3419                          STATION DESCRIPTION
 AU3419
 AU3419'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3419'THE MONUMENT IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION
 AU3419'OF STATE HIGHWAY 182 AND PENN ROAD, EAST OF ADELINE, LA.
 AU3419'THE MONUMENT IS LOCATED 39.1 FEET NORTHEAST OF THE CENTERLINE OF
 AU3419'STATE HIGHWAY 182, 34.0 FEET SOUTHEAST OF THE CENTERLINE OF PENN
 AU3419'ROAD AND 1.6 FEET SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3419'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3419'FLUSH WITH THE GROUND.
 AU3419
 AU3419                          STATION RECOVERY (2006)
 AU3419
 AU3419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MPM)
 AU3419'RECOVERED AS DESCRIBED. GOOD VIEW OF SKY FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3420 ***********************************************************************
 AU3420  DESIGNATION -  L037
 AU3420  PID         -  AU3420
 AU3420  STATE/COUNTY-  LA/ST MARY
 AU3420  USGS QUAD   -  FRANKLIN (1994)
 AU3420
 AU3420                         *CURRENT SURVEY CONTROL
 AU3420  ___________________________________________________________________
 AU3420* NAD 83(1992)-  29 49 44.02267(N)    091 33 32.25061(W)     ADJUSTED  
 AU3420* NAVD 88     -         2.5  **(meters)       8.   **(feet)  VERTCON   
 AU3420  **This station is located in a subsidence area (see below).
 AU3420  ___________________________________________________________________
 AU3420  X           -    -150,656.326 (meters)                     COMP
 AU3420  Y           -  -5,535,645.338 (meters)                     COMP
 AU3420  Z           -   3,153,921.760 (meters)                     COMP
 AU3420  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3420  ELLIP HEIGHT-         -23.75  (meters)          (06/26/02) GPS OBS
 AU3420  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU3420
 AU3420  HORZ ORDER  -  SECOND
 AU3420  ELLP ORDER  -  FOURTH    CLASS II
 AU3420
 AU3420.The horizontal coordinates were established by GPS observations
 AU3420.and adjusted by the National Geodetic Survey in January 1993..
 AU3420
 AU3420 ** The orthometric height has not been validated since last determined
 AU3420 ** by differential leveling and should not be used for control purposes.
 AU3420 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3420 ** area with valid NAVD 88 orthometric heights.
 AU3420 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3420 ** epoch indicated which incorporates improved geoid heights for the
 AU3420 ** Southern Louisiana Subsidence area.
 AU3420 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3420
 AU3420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3420
 AU3420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3420
 AU3420.The ellipsoidal height was determined by GPS observations
 AU3420.and is referenced to NAD 83.
 AU3420
 AU3420.The geoid height was determined by GEOID03.
 AU3420
 AU3420;                    North         East     Units Scale Factor Converg.
 AU3420;SPC LA S     -   147,322.120   978,194.554   MT  0.99993022   -0 06 46.1
 AU3420;SPC LA S     -   483,339.32  3,209,293.30   sFT  0.99993022   -0 06 46.1
 AU3420;UTM  15      - 3,300,696.826   639,230.396   MT  0.99983918   +0 43 00.9
 AU3420
 AU3420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3420!SPC LA S     -   1.00000373  x   0.99993022  =   0.99993395
 AU3420!UTM  15      -   1.00000373  x   0.99983918  =   0.99984291
 AU3420
 AU3420                          SUPERSEDED SURVEY CONTROL
 AU3420
 AU3420  ELLIP H (01/21/93)  -23.80   (m)                       GP(       ) 4 2
 AU3420  NAD 83(1986)-  29 49 44.04389(N)    091 33 32.24392(W) AD(       ) 2
 AU3420  NGVD 29 (11/27/91)    2.5    (m)            8.     (f) GPS OBS        
 AU3420
 AU3420.Superseded values are not recommended for survey control.
 AU3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3420.See file dsdata.txt to determine how the superseded data were derived.
 AU3420
 AU3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3923000697(NAD 83)
 AU3420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3420_SP_SET: CONCRETE POST
 AU3420_STAMPING: L037 1990
 AU3420_MARK LOGO: LA-101
 AU3420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3420+STABILITY: SURFACE MOTION
 AU3420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3420+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3420
 AU3420  HISTORY     - Date     Condition        Report By
 AU3420  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3420
 AU3420                          STATION DESCRIPTION
 AU3420
 AU3420'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3420'THE MONUMENT IS LOCATED WEST OF BALDWIN, LA., IN THE CENTER GRASS
 AU3420'MEDIAN OF U.S. HIGHWAY 90, APPROXIMATELY 0.5 MILES SOUTHEAST OF THE
 AU3420'INTERSECTION OF STATE HIGHWAY 83 AND U.S. HIGHWAY 90. THE MONUMENT
 AU3420'IS SOUTHWEST OF AND IN LINE WITH THE WEST EDGE OF ST. MARY PARISH
 AU3420'ROAD 122.
 AU3420'THE MONUMENT IS LOCATED 27.8 FEET NORTH OF THE NORTH EDGE OF THE
 AU3420'U.S. HIGHWAY 90 EASTBOUND LANE, 28.1 FEET SOUTH OF THE SOUTH EDGE OF
 AU3420'THE U.S. HIGHWAY 90 WESTBOUND LANE AND 1.3 FEET EAST OF AN ORANGE
 AU3420'FIBERGLASS WITNESS POST.
 AU3420'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3420'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3421 ***********************************************************************
 AU3421  DESIGNATION -  L038
 AU3421  PID         -  AU3421
 AU3421  STATE/COUNTY-  LA/ST MARY
 AU3421  USGS QUAD   -  CHARENTON (1980)
 AU3421
 AU3421                         *CURRENT SURVEY CONTROL
 AU3421  ___________________________________________________________________
 AU3421* NAD 83(1992)-  29 53 30.34137(N)    091 37 06.92191(W)     ADJUSTED  
 AU3421* NAVD 88     -         5.3  **(meters)      17.   **(feet)  VERTCON   
 AU3421  **This station is located in a subsidence area (see below).
 AU3421  ___________________________________________________________________
 AU3421  X           -    -156,319.558 (meters)                     COMP
 AU3421  Y           -  -5,532,019.505 (meters)                     COMP
 AU3421  Z           -   3,159,966.587 (meters)                     COMP
 AU3421  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AU3421  ELLIP HEIGHT-         -21.20  (meters)          (06/26/02) GPS OBS
 AU3421  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AU3421
 AU3421  HORZ ORDER  -  SECOND
 AU3421  ELLP ORDER  -  FOURTH    CLASS II
 AU3421
 AU3421.The horizontal coordinates were established by GPS observations
 AU3421.and adjusted by the National Geodetic Survey in January 1993..
 AU3421
 AU3421 ** The orthometric height has not been validated since last determined
 AU3421 ** by differential leveling and should not be used for control purposes.
 AU3421 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3421 ** area with valid NAVD 88 orthometric heights.
 AU3421 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3421 ** epoch indicated which incorporates improved geoid heights for the
 AU3421 ** Southern Louisiana Subsidence area.
 AU3421 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3421
 AU3421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3421
 AU3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3421
 AU3421.The ellipsoidal height was determined by GPS observations
 AU3421.and is referenced to NAD 83.
 AU3421
 AU3421.The geoid height was determined by GEOID03.
 AU3421
 AU3421;                    North         East     Units Scale Factor Converg.
 AU3421;SPC LA S     -   154,303.185   972,448.907   MT  0.99992755   -0 08 33.5
 AU3421;SPC LA S     -   506,243.03  3,190,442.79   sFT  0.99992755   -0 08 33.5
 AU3421;UTM  15      - 3,307,593.196   633,384.753   MT  0.99981951   +0 41 18.8
 AU3421
 AU3421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3421!SPC LA S     -   1.00000333  x   0.99992755  =   0.99993088
 AU3421!UTM  15      -   1.00000333  x   0.99981951  =   0.99982284
 AU3421
 AU3421                          SUPERSEDED SURVEY CONTROL
 AU3421
 AU3421  ELLIP H (01/21/93)  -21.23   (m)                       GP(       ) 4 2
 AU3421  NAD 83(1986)-  29 53 30.36360(N)    091 37 06.91596(W) AD(       ) 2
 AU3421  NGVD 29 (11/27/91)    5.3    (m)           17.     (f) GPS OBS        
 AU3421
 AU3421.Superseded values are not recommended for survey control.
 AU3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3421.See file dsdata.txt to determine how the superseded data were derived.
 AU3421
 AU3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3338507593(NAD 83)
 AU3421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3421_SP_SET: CONCRETE POST
 AU3421_STAMPING: L038 1990
 AU3421_MARK LOGO: LA-101
 AU3421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3421+STABILITY: SURFACE MOTION
 AU3421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3421+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3421
 AU3421  HISTORY     - Date     Condition        Report By
 AU3421  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3421
 AU3421                          STATION DESCRIPTION
 AU3421
 AU3421'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3421'THE MONUMENT IS LOCATED IN SORREL, LA. AT THE NORTHEAST CORNER OF
 AU3421'THE INTERSECTION OF STATE HIGHWAY 182 AND STATE HIGHWAY 318, ON THE
 AU3421'EAST SIDE OF THE GRAVEL ROAD LEADING TO THE ST. MARY SUGAR MILL AND
 AU3421'CO-OP OFFICE, APPROXIMATELY 3.8 MILES SOUTHEAST OF JEANERETTE, LA.
 AU3421'THE MONUMENT IS LOCATED 90.0 FEET NORTHEAST OF THE CENTERLINE
 AU3421'INTERSECTIONS OF STATE HIGHWAY 182 AND STATE HIGHWAY 318, 42.5 FEET
 AU3421'NORTH OF THE CENTERLINE OF STATE HIGHWAY 182 AND 1.3 FEET SOUTH OF
 AU3421'AN ORANGE FIBERGLASS WITNESS POST.
 AU3421'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3421'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3422 ***********************************************************************
 AU3422  DESIGNATION -  L038A
 AU3422  PID         -  AU3422
 AU3422  STATE/COUNTY-  LA/ST MARY
 AU3422  USGS QUAD   -  CHARENTON (1980)
 AU3422
 AU3422                         *CURRENT SURVEY CONTROL
 AU3422  ___________________________________________________________________
 AU3422* NAD 83(1992)-  29 53 41.37965(N)    091 37 29.56511(W)     ADJUSTED  
 AU3422* NAVD 88     -         5.4  **(meters)      18.   **(feet)  VERTCON   
 AU3422  **This station is located in a subsidence area (see below).
 AU3422  ___________________________________________________________________
 AU3422  X           -    -156,922.046 (meters)                     COMP
 AU3422  Y           -  -5,531,833.045 (meters)                     COMP
 AU3422  Z           -   3,160,261.289 (meters)                     COMP
 AU3422  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AU3422  ELLIP HEIGHT-         -21.13  (meters)          (06/26/02) GPS OBS
 AU3422  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AU3422
 AU3422  HORZ ORDER  -  SECOND
 AU3422  ELLP ORDER  -  FOURTH    CLASS II
 AU3422
 AU3422.The horizontal coordinates were established by GPS observations
 AU3422.and adjusted by the National Geodetic Survey in January 1993..
 AU3422
 AU3422 ** The orthometric height has not been validated since last determined
 AU3422 ** by differential leveling and should not be used for control purposes.
 AU3422 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3422 ** area with valid NAVD 88 orthometric heights.
 AU3422 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3422 ** epoch indicated which incorporates improved geoid heights for the
 AU3422 ** Southern Louisiana Subsidence area.
 AU3422 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3422
 AU3422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3422
 AU3422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3422
 AU3422.The ellipsoidal height was determined by GPS observations
 AU3422.and is referenced to NAD 83.
 AU3422
 AU3422.The geoid height was determined by GEOID03.
 AU3422
 AU3422;                    North         East     Units Scale Factor Converg.
 AU3422;SPC LA S     -   154,644.577   971,842.283   MT  0.99992745   -0 08 44.8
 AU3422;SPC LA S     -   507,363.08  3,188,452.56   sFT  0.99992745   -0 08 44.8
 AU3422;UTM  15      - 3,307,925.715   632,773.307   MT  0.99981750   +0 41 07.7
 AU3422
 AU3422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3422!SPC LA S     -   1.00000332  x   0.99992745  =   0.99993077
 AU3422!UTM  15      -   1.00000332  x   0.99981750  =   0.99982082
 AU3422
 AU3422                          SUPERSEDED SURVEY CONTROL
 AU3422
 AU3422  ELLIP H (01/21/93)  -21.15   (m)                       GP(       ) 4 2
 AU3422  NAD 83(1986)-  29 53 41.40190(N)    091 37 29.55919(W) AD(       ) 2
 AU3422  NGVD 29 (11/27/91)    5.4    (m)           18.     (f) GPS OBS        
 AU3422
 AU3422.Superseded values are not recommended for survey control.
 AU3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3422.See file dsdata.txt to determine how the superseded data were derived.
 AU3422
 AU3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3277307926(NAD 83)
 AU3422_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3422_SP_SET: CONCRETE POST
 AU3422_STAMPING: L038A 1990
 AU3422_MARK LOGO: LA-101
 AU3422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3422+STABILITY: SURFACE MOTION
 AU3422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3422+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3422
 AU3422  HISTORY     - Date     Condition        Report By
 AU3422  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3422
 AU3422                          STATION DESCRIPTION
 AU3422
 AU3422'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3422'THE MONUMENT IS LOCATED 3.4 MILES SOUTHEAST OF JEANERETTE, LA. AND
 AU3422'0.40 MILE NORTHWEST OF THE INTERSECTION OF STATE HIGHWAYS 182 AND
 AU3422'318 IN SORREL, LA., ON THE SOUTH SIDE OF STATE HIGHWAY 182 AND
 AU3422'NORTHEAST OF A 30 INCH OAK TREE.
 AU3422'THE MONUMENT IS LOCATED 36.0 FEET SOUTHWEST OF THE CENTERLINE OF
 AU3422'STATE HIGHWAY 182, 15.4 FEET NORTHEAST OF A 30 INCH OAK TREE AND
 AU3422'1.4 FEET NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3422'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3422'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3423 ***********************************************************************
 AU3423  DESIGNATION -  L039
 AU3423  PID         -  AU3423
 AU3423  STATE/COUNTY-  LA/ST MARY
 AU3423  USGS QUAD   -  JEANERETTE (1994)
 AU3423
 AU3423                         *CURRENT SURVEY CONTROL
 AU3423  ___________________________________________________________________
 AU3423* NAD 83(1992)-  29 52 39.89693(N)    091 39 22.15312(W)     ADJUSTED  
 AU3423* NAVD 88     -         3.8  **(meters)      12.   **(feet)  VERTCON   
 AU3423  **This station is located in a subsidence area (see below).
 AU3423  ___________________________________________________________________
 AU3423  X           -    -159,968.753 (meters)                     COMP
 AU3423  Y           -  -5,532,688.109 (meters)                     COMP
 AU3423  Z           -   3,158,619.094 (meters)                     COMP
 AU3423  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU3423  ELLIP HEIGHT-         -22.73  (meters)          (06/26/02) GPS OBS
 AU3423  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AU3423
 AU3423  HORZ ORDER  -  SECOND
 AU3423  ELLP ORDER  -  FOURTH    CLASS II
 AU3423
 AU3423.The horizontal coordinates were established by GPS observations
 AU3423.and adjusted by the National Geodetic Survey in January 1993..
 AU3423
 AU3423 ** The orthometric height has not been validated since last determined
 AU3423 ** by differential leveling and should not be used for control purposes.
 AU3423 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3423 ** area with valid NAVD 88 orthometric heights.
 AU3423 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3423 ** epoch indicated which incorporates improved geoid heights for the
 AU3423 ** Southern Louisiana Subsidence area.
 AU3423 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3423
 AU3423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3423
 AU3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3423
 AU3423.The ellipsoidal height was determined by GPS observations
 AU3423.and is referenced to NAD 83.
 AU3423
 AU3423.The geoid height was determined by GEOID03.
 AU3423
 AU3423;                    North         East     Units Scale Factor Converg.
 AU3423;SPC LA S     -   152,759.654   968,816.448   MT  0.99992804   -0 09 41.1
 AU3423;SPC LA S     -   501,178.96  3,178,525.30   sFT  0.99992804   -0 09 41.1
 AU3423;UTM  15      - 3,305,997.324   629,775.476   MT  0.99980779   +0 40 10.3
 AU3423
 AU3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3423!SPC LA S     -   1.00000357  x   0.99992804  =   0.99993161
 AU3423!UTM  15      -   1.00000357  x   0.99980779  =   0.99981136
 AU3423
 AU3423                          SUPERSEDED SURVEY CONTROL
 AU3423
 AU3423  ELLIP H (01/21/93)  -22.72   (m)                       GP(       ) 4 2
 AU3423  NAD 83(1986)-  29 52 39.91933(N)    091 39 22.14737(W) AD(       ) 2
 AU3423  NGVD 29 (11/27/91)    3.8    (m)           12.     (f) GPS OBS        
 AU3423
 AU3423.Superseded values are not recommended for survey control.
 AU3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3423.See file dsdata.txt to determine how the superseded data were derived.
 AU3423
 AU3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2977505997(NAD 83)
 AU3423_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3423_SP_SET: CONCRETE POST
 AU3423_STAMPING: L039 1990
 AU3423_MARK LOGO: LA-101
 AU3423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3423+STABILITY: SURFACE MOTION
 AU3423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3423+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3423
 AU3423  HISTORY     - Date     Condition        Report By
 AU3423  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3423
 AU3423                          STATION DESCRIPTION
 AU3423
 AU3423'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3423'THE MONUMENT IS LOCATED IN THE CENTER GRASS MEDIAN OF U.S. HIGHWAY
 AU3423'90, ON THE EAST SIDE OF THE MORESI ROAD ( ST. MARY PARISH ROAD 11 )
 AU3423'CROSSOVER, SOUTHEAST OF JEANERETTE, LA.
 AU3423'THE MONUMENT IS LOCATED 34.6 FEET EAST OF THE CENTERLINE OF MORESI
 AU3423'ROAD CROSSOVER, 45.3 FEET NORTH OF THE U.S. HIGHWAY 90 EASTBOUND
 AU3423'LANE, 43.6 FEET SOUTH OF THE U.S. HIGHWAY 90 WESTBOUND LANE AND
 AU3423'1.4 FEET WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3423'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3423'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3424 ***********************************************************************
 AU3424  DESIGNATION -  L039A
 AU3424  PID         -  AU3424
 AU3424  STATE/COUNTY-  LA/ST MARY
 AU3424  USGS QUAD   -  KEMPER (1994)
 AU3424
 AU3424                         *CURRENT SURVEY CONTROL
 AU3424  ___________________________________________________________________
 AU3424* NAD 83(1992)-  29 52 23.44106(N)    091 38 49.05499(W)     ADJUSTED  
 AU3424* NAVD 88     -         3.7  **(meters)      12.   **(feet)  VERTCON   
 AU3424  **This station is located in a subsidence area (see below).
 AU3424  ___________________________________________________________________
 AU3424  X           -    -159,088.205 (meters)                     COMP
 AU3424  Y           -  -5,532,965.965 (meters)                     COMP
 AU3424  Z           -   3,158,179.706 (meters)                     COMP
 AU3424  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU3424  ELLIP HEIGHT-         -22.77  (meters)          (06/26/02) GPS OBS
 AU3424  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AU3424
 AU3424  HORZ ORDER  -  SECOND
 AU3424  ELLP ORDER  -  FOURTH    CLASS II
 AU3424
 AU3424.The horizontal coordinates were established by GPS observations
 AU3424.and adjusted by the National Geodetic Survey in January 1993..
 AU3424
 AU3424 ** The orthometric height has not been validated since last determined
 AU3424 ** by differential leveling and should not be used for control purposes.
 AU3424 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3424 ** area with valid NAVD 88 orthometric heights.
 AU3424 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3424 ** epoch indicated which incorporates improved geoid heights for the
 AU3424 ** Southern Louisiana Subsidence area.
 AU3424 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3424
 AU3424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3424
 AU3424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3424
 AU3424.The ellipsoidal height was determined by GPS observations
 AU3424.and is referenced to NAD 83.
 AU3424
 AU3424.The geoid height was determined by GEOID03.
 AU3424
 AU3424;                    North         East     Units Scale Factor Converg.
 AU3424;SPC LA S     -   152,250.521   969,703.167   MT  0.99992821   -0 09 24.5
 AU3424;SPC LA S     -   499,508.58  3,181,434.47   sFT  0.99992821   -0 09 24.5
 AU3424;UTM  15      - 3,305,501.161   630,669.378   MT  0.99981066   +0 40 26.5
 AU3424
 AU3424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3424!SPC LA S     -   1.00000358  x   0.99992821  =   0.99993179
 AU3424!UTM  15      -   1.00000358  x   0.99981066  =   0.99981424
 AU3424
 AU3424                          SUPERSEDED SURVEY CONTROL
 AU3424
 AU3424  ELLIP H (01/21/93)  -22.76   (m)                       GP(       ) 4 2
 AU3424  NAD 83(1986)-  29 52 23.46344(N)    091 38 49.04916(W) AD(       ) 2
 AU3424  NGVD 29 (11/27/91)    3.8    (m)           12.     (f) GPS OBS        
 AU3424
 AU3424.Superseded values are not recommended for survey control.
 AU3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3424.See file dsdata.txt to determine how the superseded data were derived.
 AU3424
 AU3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3066905501(NAD 83)
 AU3424_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3424_SP_SET: CONCRETE POST
 AU3424_STAMPING: L039A 1990
 AU3424_MARK LOGO: LA-101
 AU3424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3424+STABILITY: SURFACE MOTION
 AU3424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3424+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3424
 AU3424  HISTORY     - Date     Condition        Report By
 AU3424  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3424
 AU3424                          STATION DESCRIPTION
 AU3424
 AU3424'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3424'THE MONUMENT IS LOCATED IN THE CENTER MEDIAN OF U.S. HIGHWAY 90,
 AU3424'EAST OF THE INTERSECTION OF U.S. HIGHWAY 90 AND GIBBY ROAD, IN FRONT
 AU3424'OF LANDRYS SEAFOOD RESTAURANT, SOUTHEAST OF JEANERETTE, LA.
 AU3424'THE MONUMENT IS LOCATED 45.7 FEET EAST OF THE CENTERLINE OF THE GIBBY
 AU3424'ROAD CROSSOVER, 44.8 FEET SOUTH OF THE U.S. HIGHWAY 90 WESTBOUND
 AU3424'CENTERLINE AND 1.6 FEET WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3424'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3424'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3425 ***********************************************************************
 AU3425  DESIGNATION -  L040
 AU3425  PID         -  AU3425
 AU3425  STATE/COUNTY-  LA/ST MARY
 AU3425  USGS QUAD   -  FRANKLIN (1994)
 AU3425
 AU3425                         *CURRENT SURVEY CONTROL
 AU3425  ___________________________________________________________________
 AU3425* NAD 83(1992)-  29 51 25.10107(N)    091 36 43.56362(W)     ADJUSTED  
 AU3425* NAVD 88     -         3.6  **(meters)      12.   **(feet)  VERTCON   
 AU3425  **This station is located in a subsidence area (see below).
 AU3425  ___________________________________________________________________
 AU3425  X           -    -155,747.086 (meters)                     COMP
 AU3425  Y           -  -5,533,955.832 (meters)                     COMP
 AU3425  Z           -   3,156,621.843 (meters)                     COMP
 AU3425  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3425  ELLIP HEIGHT-         -22.85  (meters)          (06/26/02) GPS OBS
 AU3425  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AU3425
 AU3425  HORZ ORDER  -  SECOND
 AU3425  ELLP ORDER  -  FOURTH    CLASS II
 AU3425
 AU3425.The horizontal coordinates were established by GPS observations
 AU3425.and adjusted by the National Geodetic Survey in January 1993..
 AU3425
 AU3425 ** The orthometric height has not been validated since last determined
 AU3425 ** by differential leveling and should not be used for control purposes.
 AU3425 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3425 ** area with valid NAVD 88 orthometric heights.
 AU3425 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3425 ** epoch indicated which incorporates improved geoid heights for the
 AU3425 ** Southern Louisiana Subsidence area.
 AU3425 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3425
 AU3425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3425
 AU3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3425
 AU3425.The ellipsoidal height was determined by GPS observations
 AU3425.and is referenced to NAD 83.
 AU3425
 AU3425.The geoid height was determined by GEOID03.
 AU3425
 AU3425;                    North         East     Units Scale Factor Converg.
 AU3425;SPC LA S     -   150,445.562   973,066.200   MT  0.99992888   -0 08 21.8
 AU3425;SPC LA S     -   493,586.81  3,192,468.02   sFT  0.99992888   -0 08 21.8
 AU3425;UTM  15      - 3,303,745.343   634,057.844   MT  0.99982173   +0 41 27.8
 AU3425
 AU3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3425!SPC LA S     -   1.00000359  x   0.99992888  =   0.99993247
 AU3425!UTM  15      -   1.00000359  x   0.99982173  =   0.99982532
 AU3425
 AU3425                          SUPERSEDED SURVEY CONTROL
 AU3425
 AU3425  ELLIP H (01/21/93)  -22.82   (m)                       GP(       ) 4 2
 AU3425  NAD 83(1986)-  29 51 25.12256(N)    091 36 43.55758(W) AD(       ) 2
 AU3425  NGVD 29 (11/27/91)    3.6    (m)           12.     (f) GPS OBS        
 AU3425
 AU3425.Superseded values are not recommended for survey control.
 AU3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3425.See file dsdata.txt to determine how the superseded data were derived.
 AU3425
 AU3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3405803745(NAD 83)
 AU3425_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3425_SP_SET: CONCRETE POST
 AU3425_STAMPING: L040 1990
 AU3425_MARK LOGO: LA-101
 AU3425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3425+STABILITY: SURFACE MOTION
 AU3425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3425+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3425
 AU3425  HISTORY     - Date     Condition        Report By
 AU3425  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3425
 AU3425                          STATION DESCRIPTION
 AU3425
 AU3425'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3425'THE MONUMENT IS LOCATED IN THE MEDIAN BETWEEN THE U.S. HIGHWAY 90
 AU3425'EASTBOUND LANE AND THE ACCESS ROAD, ON THE WEST END OF THE BRIDGE
 AU3425'CROSSING VACHERIE CANAL, APPROXIMATELY 3.2 MILES NORTHWEST OF THE
 AU3425'INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 83, NORTHWEST OF
 AU3425'BALDWIN, LA.
 AU3425'THE MONUMENT IS LOCATED 62.7 FEET NORTH OF THE ACCESS ROAD CENTERLINE
 AU3425'29.1 FEET SOUTH OF THE U.S. HIGHWAY 90 EASTBOUND CENTERLINE AND 1.5
 AU3425'FEET NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3425'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRET POST
 AU3425'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3426 ***********************************************************************
 AU3426  DESIGNATION -  L041
 AU3426  PID         -  AU3426
 AU3426  STATE/COUNTY-  LA/ST MARY
 AU3426  USGS QUAD   -  KEMPER (1994)
 AU3426
 AU3426                         *CURRENT SURVEY CONTROL
 AU3426  ___________________________________________________________________
 AU3426* NAD 83(1992)-  29 51 08.54282(N)    091 38 44.56199(W)     ADJUSTED  
 AU3426* NAVD 88     -         2.6  **(meters)       9.   **(feet)  VERTCON   
 AU3426  **This station is located in a subsidence area (see below).
 AU3426  ___________________________________________________________________
 AU3426  X           -    -159,000.637 (meters)                     COMP
 AU3426  Y           -  -5,534,116.437 (meters)                     COMP
 AU3426  Z           -   3,156,179.203 (meters)                     COMP
 AU3426  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3426  ELLIP HEIGHT-         -23.75  (meters)          (06/26/02) GPS OBS
 AU3426  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AU3426
 AU3426  HORZ ORDER  -  SECOND
 AU3426  ELLP ORDER  -  FOURTH    CLASS II
 AU3426
 AU3426.The horizontal coordinates were established by GPS observations
 AU3426.and adjusted by the National Geodetic Survey in January 1993..
 AU3426
 AU3426 ** The orthometric height has not been validated since last determined
 AU3426 ** by differential leveling and should not be used for control purposes.
 AU3426 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3426 ** area with valid NAVD 88 orthometric heights.
 AU3426 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3426 ** epoch indicated which incorporates improved geoid heights for the
 AU3426 ** Southern Louisiana Subsidence area.
 AU3426 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3426
 AU3426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3426
 AU3426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3426
 AU3426.The ellipsoidal height was determined by GPS observations
 AU3426.and is referenced to NAD 83.
 AU3426
 AU3426.The geoid height was determined by GEOID03.
 AU3426
 AU3426;                    North         East     Units Scale Factor Converg.
 AU3426;SPC LA S     -   149,944.120   969,817.444   MT  0.99992908   -0 09 22.3
 AU3426;SPC LA S     -   491,941.67  3,181,809.40   sFT  0.99992908   -0 09 22.3
 AU3426;UTM  15      - 3,303,196.931   630,817.061   MT  0.99981114   +0 40 27.2
 AU3426
 AU3426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3426!SPC LA S     -   1.00000373  x   0.99992908  =   0.99993281
 AU3426!UTM  15      -   1.00000373  x   0.99981114  =   0.99981487
 AU3426
 AU3426                          SUPERSEDED SURVEY CONTROL
 AU3426
 AU3426  ELLIP H (01/21/93)  -23.74   (m)                       GP(       ) 4 2
 AU3426  NAD 83(1986)-  29 51 08.56560(N)    091 38 44.55617(W) AD(       ) 2
 AU3426  NGVD 29 (11/27/91)    2.7    (m)            9.     (f) GPS OBS        
 AU3426
 AU3426.Superseded values are not recommended for survey control.
 AU3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3426.See file dsdata.txt to determine how the superseded data were derived.
 AU3426
 AU3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3081703197(NAD 83)
 AU3426_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3426_SP_SET: CONCRETE POST
 AU3426_STAMPING: L041 1990
 AU3426_MARK LOGO: LA-101
 AU3426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3426+STABILITY: SURFACE MOTION
 AU3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3426+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3426
 AU3426  HISTORY     - Date     Condition        Report By
 AU3426  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3426
 AU3426                          STATION DESCRIPTION
 AU3426
 AU3426'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3426'THE MONUMENT IS LOCATED ON THE NORTH SIDE OF CYPREMORT ROAD AT THE
 AU3426'SOUTHWEST CHAINLINK FENCE CORNER OF ST. MARY PARISH WATER WORKS
 AU3426'DISTRICT NO. 7, APPROXIMATELY 164 FEET EAST OF THE INTERSECTION OF
 AU3426'STATE HIGHWAY 318 AND CYPREMORT ROAD, WEST OF BALDWIN, LA.
 AU3426'THE MONUMENT IS LOCATED 31.5 FEET NORTH OF THE CENTERLINE OF
 AU3426'CYPREMORT ROAD, 7.3 FEET WEST OF THE CHAINLINK FENCE CORNER AND
 AU3426'1.4 FEET SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3426'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3426'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3427 ***********************************************************************
 AU3427  DESIGNATION -  L042
 AU3427  PID         -  AU3427
 AU3427  STATE/COUNTY-  LA/ST MARY
 AU3427  USGS QUAD   -  CENTERVILLE (1994)
 AU3427
 AU3427                         *CURRENT SURVEY CONTROL
 AU3427  ___________________________________________________________________
 AU3427* NAD 83(1992)-  29 47 35.26067(N)    091 29 40.94454(W)     ADJUSTED  
 AU3427* NAVD 88     -         3.5  **(meters)      11.   **(feet)  GPS OBS   
 AU3427  **This station is located in a subsidence area (see below).
 AU3427  ___________________________________________________________________
 AU3427  X           -    -144,499.979 (meters)                     COMP
 AU3427  Y           -  -5,537,782.129 (meters)                     COMP
 AU3427  Z           -   3,150,482.208 (meters)                     COMP
 AU3427  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU3427  ELLIP HEIGHT-         -22.65  (meters)          (02/20/02) GPS OBS
 AU3427  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU3427
 AU3427  HORZ ORDER  -  FIRST
 AU3427  ELLP ORDER  -  FOURTH    CLASS I
 AU3427
 AU3427.The horizontal coordinates were established by GPS observations
 AU3427.and adjusted by the National Geodetic Survey in July 2000..
 AU3427
 AU3427 ** The orthometric height has not been validated since last determined
 AU3427 ** by differential leveling and should not be used for control purposes.
 AU3427 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3427 ** area with valid NAVD 88 orthometric heights.
 AU3427 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3427 ** epoch indicated which incorporates improved geoid heights for the
 AU3427 ** Southern Louisiana Subsidence area.
 AU3427 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3427.The orthometric height was determined by GPS observations and a
 AU3427.high-resolution geoid model.
 AU3427
 AU3427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3427
 AU3427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3427
 AU3427.The ellipsoidal height was determined by GPS observations
 AU3427.and is referenced to NAD 83.
 AU3427
 AU3427.The geoid height was determined by GEOID03.
 AU3427
 AU3427;                    North         East     Units Scale Factor Converg.
 AU3427;SPC LA S     -   143,347.141   984,398.542   MT  0.99993228   -0 04 50.5
 AU3427;SPC LA S     -   470,298.08  3,229,647.55   sFT  0.99993228   -0 04 50.5
 AU3427;UTM  15      - 3,296,812.366   645,490.755   MT  0.99986117   +0 44 53.0
 AU3427
 AU3427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3427!SPC LA S     -   1.00000356  x   0.99993228  =   0.99993584
 AU3427!UTM  15      -   1.00000356  x   0.99986117  =   0.99986473
 AU3427
 AU3427                          SUPERSEDED SURVEY CONTROL
 AU3427
 AU3427  ELLIP H (07/31/00)  -22.64   (m)                       GP(       ) 4 1
 AU3427  NAD 83(1992)-  29 47 35.26257(N)    091 29 40.94383(W) AD(       ) 2
 AU3427  ELLIP H (01/21/93)  -22.69   (m)                       GP(       ) 4 2
 AU3427  NAD 83(1986)-  29 47 35.28356(N)    091 29 40.93700(W) AD(       ) 2
 AU3427  NGVD 29 (11/27/91)    3.5    (m)           11.     (f) GPS OBS        
 AU3427
 AU3427.Superseded values are not recommended for survey control.
 AU3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3427.See file dsdata.txt to determine how the superseded data were derived.
 AU3427
 AU3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4549196812(NAD 83)
 AU3427_MARKER: DD = SURVEY DISK
 AU3427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3427_SP_SET: CONCRETE POST
 AU3427_STAMPING: L042 1990
 AU3427_MARK LOGO: LA-101
 AU3427_PROJECTION: FLUSH
 AU3427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3427+STABILITY: SURFACE MOTION
 AU3427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3427+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU3427
 AU3427  HISTORY     - Date     Condition        Report By
 AU3427  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3427  HISTORY     - 19991130 GOOD             CDSMS
 AU3427
 AU3427                          STATION DESCRIPTION
 AU3427
 AU3427'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3427'THE MONUMENT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION
 AU3427'OF STATE HIGHWAY 87 AND STATE HIGHWAY 3069, IN FRANKLIN, LA.
 AU3427'THE MONUMENT IS LOCATED 17.6 FEET EAST OF POWER POLE NO. 94887 40962,
 AU3427'15.2 FEET NORTHEAST OF A CEDAR PRIVACY FENCE CORNER AND 1.5 FEET
 AU3427'NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3427'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3427'FLUSH WITH THE GROUND.
 AU3427
 AU3427                          STATION RECOVERY (1999)
 AU3427
 AU3427'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU3427'RECOVERY NOTE BY CDS MUERY SRVICES INC (1999)
 AU3427'RECOVERED AS DESCRIBED IN THE 1990 DESCRIPTION EXCEPT THAT THE ORANGE
 AU3427'FIBERGLASS WITNESS POST NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3430 ***********************************************************************
 AU3430  DESIGNATION -  L045
 AU3430  PID         -  AU3430
 AU3430  STATE/COUNTY-  LA/ST MARY
 AU3430  USGS QUAD   -  HAMMOCK LAKE (1994)
 AU3430
 AU3430                         *CURRENT SURVEY CONTROL
 AU3430  ___________________________________________________________________
 AU3430* NAD 83(1992)-  29 43 06.93191(N)    091 52 17.38089(W)     ADJUSTED  
 AU3430* NAVD 88     -         3.0  **(meters)      10.   **(feet)  VERTCON   
 AU3430  **This station is located in a subsidence area (see below).
 AU3430  ___________________________________________________________________
 AU3430  X           -    -181,048.000 (meters)                     COMP
 AU3430  Y           -  -5,540,810.209 (meters)                     COMP
 AU3430  Z           -   3,143,309.292 (meters)                     COMP
 AU3430  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3430  ELLIP HEIGHT-         -22.97  (meters)          (06/26/02) GPS OBS
 AU3430  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU3430
 AU3430  HORZ ORDER  -  SECOND
 AU3430  ELLP ORDER  -  FOURTH    CLASS II
 AU3430
 AU3430.The horizontal coordinates were established by GPS observations
 AU3430.and adjusted by the National Geodetic Survey in January 1993..
 AU3430
 AU3430 ** The orthometric height has not been validated since last determined
 AU3430 ** by differential leveling and should not be used for control purposes.
 AU3430 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3430 ** area with valid NAVD 88 orthometric heights.
 AU3430 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3430 ** epoch indicated which incorporates improved geoid heights for the
 AU3430 ** Southern Louisiana Subsidence area.
 AU3430 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3430
 AU3430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3430
 AU3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3430
 AU3430.The ellipsoidal height was determined by GPS observations
 AU3430.and is referenced to NAD 83.
 AU3430
 AU3430.The geoid height was determined by GEOID03.
 AU3430
 AU3430;                    North         East     Units Scale Factor Converg.
 AU3430;SPC LA S     -   135,196.794   947,932.368   MT  0.99993780   -0 16 08.7
 AU3430;SPC LA S     -   443,558.15  3,110,008.11   sFT  0.99993780   -0 16 08.7
 AU3430;UTM  15      - 3,288,136.683   609,151.112   MT  0.99974700   +0 33 34.2
 AU3430
 AU3430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3430!SPC LA S     -   1.00000361  x   0.99993780  =   0.99994141
 AU3430!UTM  15      -   1.00000361  x   0.99974700  =   0.99975061
 AU3430
 AU3430:                Primary Azimuth Mark                     Grid Az
 AU3430:SPC LA S     -  L046                                     071 58 10.4
 AU3430:UTM  15      -  L046                                     071 08 27.5
 AU3430
 AU3430|---------------------------------------------------------------------|
 AU3430| PID    Reference Object                     Distance      Geod. Az  |
 AU3430|                                                           dddmmss.s |
 AU3430| AU3431 L046                                462.427 METERS 0714201.7 |
 AU3430|---------------------------------------------------------------------|
 AU3430
 AU3430                          SUPERSEDED SURVEY CONTROL
 AU3430
 AU3430  ELLIP H (01/21/93)  -22.93   (m)                       GP(       ) 4 2
 AU3430  NAD 83(1986)-  29 43 06.95508(N)    091 52 17.37454(W) AD(       ) 2
 AU3430  NGVD 29 (11/27/91)    3.1    (m)           10.     (f) GPS OBS        
 AU3430
 AU3430.Superseded values are not recommended for survey control.
 AU3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3430.See file dsdata.txt to determine how the superseded data were derived.
 AU3430
 AU3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0915188137(NAD 83)
 AU3430_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3430_SP_SET: CONCRETE POST
 AU3430_STAMPING: L045 1990
 AU3430_MARK LOGO: LA-101
 AU3430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3430+STABILITY: SURFACE MOTION
 AU3430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3430+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 AU3430
 AU3430  HISTORY     - Date     Condition        Report By
 AU3430  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3430  HISTORY     - 20060211 GOOD             INDIV
 AU3430
 AU3430                          STATION DESCRIPTION
 AU3430
 AU3430'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3430'THE MONUMENT IS LOCATED SOUTHWEST OF LOUISA, LA. ALONG STATE HIGHWAY
 AU3430'319, APPROXIMATELY 7.5 MILES FROM THE INTERSECTION OF STATE
 AU3430'HIGHWAY 319 AND STATE HIGHWAY 83. THE MONUMENT IS ON THE NORTH SIDE
 AU3430'OF THE ROAD, IN LINE WITH A PIPE AND CABLE PROPERTY FENCE, ON THE
 AU3430'EAST SIDE OF A BLUE TWO STORY WOOD FRAME HOUSE WITH WHITE TRIM.
 AU3430'THE MONUMENT IS LOCATED APPROXIMATELY 13.5 FEET NORTH OF THE
 AU3430'CENTERLINE OF STATE HIGHWAY 319, 36.0 FEET EAST OF THE CENTERLINE OF
 AU3430'A PRIVATE GRAVEL AND SHELL ROAD AND 1.5 FEET SOUTH OF AN ORANGE
 AU3430'FIBERGLASS WITNESS POST.
 AU3430'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3430'FLUSH WITH THE GROUND.
 AU3430
 AU3430                          STATION RECOVERY (2006)
 AU3430
 AU3430'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JHM)
 AU3430'GPS FRIENDLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3431 ***********************************************************************
 AU3431  DESIGNATION -  L046
 AU3431  PID         -  AU3431
 AU3431  STATE/COUNTY-  LA/ST MARY
 AU3431  USGS QUAD   -  HAMMOCK LAKE (1994)
 AU3431
 AU3431                         *CURRENT SURVEY CONTROL
 AU3431  ___________________________________________________________________
 AU3431* NAD 83(1992)-  29 43 11.64713(N)    091 52 01.04549(W)     ADJUSTED  
 AU3431* NAVD 88     -         0.9  **(meters)       3.   **(feet)  VERTCON   
 AU3431  **This station is located in a subsidence area (see below).
 AU3431  ___________________________________________________________________
 AU3431  X           -    -180,606.784 (meters)                     COMP
 AU3431  Y           -  -5,540,750.778 (meters)                     COMP
 AU3431  Z           -   3,143,434.345 (meters)                     COMP
 AU3431  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3431  ELLIP HEIGHT-         -25.06  (meters)          (06/26/02) GPS OBS
 AU3431  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU3431
 AU3431  HORZ ORDER  -  SECOND
 AU3431  ELLP ORDER  -  FOURTH    CLASS II
 AU3431
 AU3431.The horizontal coordinates were established by GPS observations
 AU3431.and adjusted by the National Geodetic Survey in January 1993..
 AU3431
 AU3431 ** The orthometric height has not been validated since last determined
 AU3431 ** by differential leveling and should not be used for control purposes.
 AU3431 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3431 ** area with valid NAVD 88 orthometric heights.
 AU3431 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3431 ** epoch indicated which incorporates improved geoid heights for the
 AU3431 ** Southern Louisiana Subsidence area.
 AU3431 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3431
 AU3431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3431
 AU3431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3431
 AU3431.The ellipsoidal height was determined by GPS observations
 AU3431.and is referenced to NAD 83.
 AU3431
 AU3431.The geoid height was determined by GEOID03.
 AU3431
 AU3431;                    North         East     Units Scale Factor Converg.
 AU3431;SPC LA S     -   135,339.917   948,372.059   MT  0.99993769   -0 16 00.5
 AU3431;SPC LA S     -   444,027.71  3,111,450.66   sFT  0.99993769   -0 16 00.5
 AU3431;UTM  15      - 3,288,286.120   609,588.604   MT  0.99974818   +0 33 42.4
 AU3431
 AU3431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3431!SPC LA S     -   1.00000394  x   0.99993769  =   0.99994163
 AU3431!UTM  15      -   1.00000394  x   0.99974818  =   0.99975211
 AU3431
 AU3431:                Primary Azimuth Mark                     Grid Az
 AU3431:SPC LA S     -  L045                                     251 58 10.3
 AU3431:UTM  15      -  L045                                     251 08 27.4
 AU3431
 AU3431|---------------------------------------------------------------------|
 AU3431| PID    Reference Object                     Distance      Geod. Az  |
 AU3431|                                                           dddmmss.s |
 AU3431| AU3430 L045                                462.427 METERS 2514209.8 |
 AU3431|---------------------------------------------------------------------|
 AU3431
 AU3431                          SUPERSEDED SURVEY CONTROL
 AU3431
 AU3431  ELLIP H (01/21/93)  -25.02   (m)                       GP(       ) 4 2
 AU3431  NAD 83(1986)-  29 43 11.67030(N)    091 52 01.03913(W) AD(       ) 2
 AU3431  NGVD 29 (11/27/91)    1.0    (m)            3.     (f) GPS OBS        
 AU3431
 AU3431.Superseded values are not recommended for survey control.
 AU3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3431.See file dsdata.txt to determine how the superseded data were derived.
 AU3431
 AU3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0958988286(NAD 83)
 AU3431_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3431_SP_SET: CONCRETE POST
 AU3431_STAMPING: L046 1990
 AU3431_MARK LOGO: LA-101
 AU3431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3431+STABILITY: SURFACE MOTION
 AU3431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3431+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3431
 AU3431  HISTORY     - Date     Condition        Report By
 AU3431  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3431
 AU3431                          STATION DESCRIPTION
 AU3431
 AU3431'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3431'THE MONUMENT IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 319, AT
 AU3431'THE EAST CORNER OF A CONCRETE DRIVEWAY OF A ONE STORY SLATE BLUE
 AU3431'WOOD FRAME HOUSE WITH WHITE TRIM, APPROXIMATELY 7.2 MILES SOUTHWEST
 AU3431'OF THE INTERSECTION OF STATE HIGHWAYS 319 AND 83, NORTH OF LOUISA,
 AU3431'LA.
 AU3431'THE MONUMENT IS LOCATED 11.2 FEET NORTH OF THE CENTERLINE OF STATE
 AU3431'HIGHWAY 319, 4.5 FEET EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY
 AU3431'AND 1.5 FEET SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AU3431'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3431'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3432 ***********************************************************************
 AU3432  DESIGNATION -  L047
 AU3432  PID         -  AU3432
 AU3432  STATE/COUNTY-  LA/ST MARY
 AU3432  USGS QUAD   -  HAMMOCK LAKE (1994)
 AU3432
 AU3432                         *CURRENT SURVEY CONTROL
 AU3432  ___________________________________________________________________
 AU3432* NAD 83(1992)-  29 44 01.80662(N)    091 51 12.86109(W)     ADJUSTED  
 AU3432* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 AU3432  **This station is located in a subsidence area (see below).
 AU3432  ___________________________________________________________________
 AU3432  X           -    -179,287.682 (meters)                     COMP
 AU3432  Y           -  -5,540,027.956 (meters)                     COMP
 AU3432  Z           -   3,144,775.883 (meters)                     COMP
 AU3432  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3432  ELLIP HEIGHT-         -24.39  (meters)          (06/26/02) GPS OBS
 AU3432  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU3432
 AU3432  HORZ ORDER  -  SECOND
 AU3432  ELLP ORDER  -  FOURTH    CLASS II
 AU3432
 AU3432.The horizontal coordinates were established by GPS observations
 AU3432.and adjusted by the National Geodetic Survey in January 1993..
 AU3432
 AU3432 ** The orthometric height has not been validated since last determined
 AU3432 ** by differential leveling and should not be used for control purposes.
 AU3432 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3432 ** area with valid NAVD 88 orthometric heights.
 AU3432 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3432 ** epoch indicated which incorporates improved geoid heights for the
 AU3432 ** Southern Louisiana Subsidence area.
 AU3432 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3432
 AU3432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3432
 AU3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3432
 AU3432.The ellipsoidal height was determined by GPS observations
 AU3432.and is referenced to NAD 83.
 AU3432
 AU3432.The geoid height was determined by GEOID03.
 AU3432
 AU3432;                    North         East     Units Scale Factor Converg.
 AU3432;SPC LA S     -   136,878.313   949,674.013   MT  0.99993654   -0 15 36.5
 AU3432;SPC LA S     -   449,074.93  3,115,722.16   sFT  0.99993654   -0 15 36.5
 AU3432;UTM  15      - 3,289,842.894   610,867.933   MT  0.99975166   +0 34 07.2
 AU3432
 AU3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3432!SPC LA S     -   1.00000383  x   0.99993654  =   0.99994037
 AU3432!UTM  15      -   1.00000383  x   0.99975166  =   0.99975549
 AU3432
 AU3432                          SUPERSEDED SURVEY CONTROL
 AU3432
 AU3432  ELLIP H (01/21/93)  -24.34   (m)                       GP(       ) 4 2
 AU3432  NAD 83(1986)-  29 44 01.82979(N)    091 51 12.85472(W) AD(       ) 2
 AU3432  NGVD 29 (11/27/91)    1.7    (m)            6.     (f) GPS OBS        
 AU3432
 AU3432.Superseded values are not recommended for survey control.
 AU3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3432.See file dsdata.txt to determine how the superseded data were derived.
 AU3432
 AU3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1086889843(NAD 83)
 AU3432_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3432_SP_SET: CONCRETE POST
 AU3432_STAMPING: L047 1990
 AU3432_MARK LOGO: LA-101
 AU3432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3432+STABILITY: SURFACE MOTION
 AU3432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3432+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3432
 AU3432  HISTORY     - Date     Condition        Report By
 AU3432  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3432
 AU3432                          STATION DESCRIPTION
 AU3432
 AU3432'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3432'THE MONUMENT IS LOCATED IN CYPREMORT POINT STATE PARK, APPROXIMATELY
 AU3432'0.85 MILES WEST OF THE INTERSECTION OF THE SHELL PARK ENTRANCE ROAD
 AU3432'AND STATE HIGHWAY 319, AT THE WEST END OF A WOOD POST AND CABLE
 AU3432'FENCE ON THE NORTH SIDE OF THE SHELL ROAD.
 AU3432'THE MONUMENT IS 11.3 FEET NORTH OF THE CENTERLINE OF THE SHELL ROAD,
 AU3432'2.0 FEET WEST OF THE END POST OF A CABLE FENCE AND 1.6 FEET WEST OF
 AU3432'AN ORANGE FIBERGLASS WITNESS POST.
 AU3432'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3432'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3433 ***********************************************************************
 AU3433  DESIGNATION -  L047A
 AU3433  PID         -  AU3433
 AU3433  STATE/COUNTY-  LA/ST MARY
 AU3433  USGS QUAD   -  HAMMOCK LAKE (1994)
 AU3433
 AU3433                         *CURRENT SURVEY CONTROL
 AU3433  ___________________________________________________________________
 AU3433* NAD 83(1992)-  29 43 57.14652(N)    091 50 43.05677(W)     ADJUSTED  
 AU3433* NAVD 88     -         1.8  **(meters)       6.   **(feet)  VERTCON   
 AU3433  **This station is located in a subsidence area (see below).
 AU3433  ___________________________________________________________________
 AU3433  X           -    -178,489.469 (meters)                     COMP
 AU3433  Y           -  -5,540,125.106 (meters)                     COMP
 AU3433  Z           -   3,144,651.385 (meters)                     COMP
 AU3433  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3433  ELLIP HEIGHT-         -24.19  (meters)          (06/26/02) GPS OBS
 AU3433  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AU3433
 AU3433  HORZ ORDER  -  SECOND
 AU3433  ELLP ORDER  -  FOURTH    CLASS II
 AU3433
 AU3433.The horizontal coordinates were established by GPS observations
 AU3433.and adjusted by the National Geodetic Survey in January 1993..
 AU3433
 AU3433 ** The orthometric height has not been validated since last determined
 AU3433 ** by differential leveling and should not be used for control purposes.
 AU3433 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3433 ** area with valid NAVD 88 orthometric heights.
 AU3433 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3433 ** epoch indicated which incorporates improved geoid heights for the
 AU3433 ** Southern Louisiana Subsidence area.
 AU3433 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3433
 AU3433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3433
 AU3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3433
 AU3433.The ellipsoidal height was determined by GPS observations
 AU3433.and is referenced to NAD 83.
 AU3433
 AU3433.The geoid height was determined by GEOID03.
 AU3433
 AU3433;                    North         East     Units Scale Factor Converg.
 AU3433;SPC LA S     -   136,731.227   950,474.244   MT  0.99993664   -0 15 21.6
 AU3433;SPC LA S     -   448,592.37  3,118,347.58   sFT  0.99993664   -0 15 21.6
 AU3433;UTM  15      - 3,289,707.423   611,670.060   MT  0.99975386   +0 34 21.9
 AU3433
 AU3433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3433!SPC LA S     -   1.00000380  x   0.99993664  =   0.99994044
 AU3433!UTM  15      -   1.00000380  x   0.99975386  =   0.99975766
 AU3433
 AU3433                          SUPERSEDED SURVEY CONTROL
 AU3433
 AU3433  ELLIP H (01/21/93)  -24.15   (m)                       GP(       ) 4 2
 AU3433  NAD 83(1986)-  29 43 57.16970(N)    091 50 43.05040(W) AD(       ) 2
 AU3433  NGVD 29 (11/27/91)    1.9    (m)            6.     (f) GPS OBS        
 AU3433
 AU3433.Superseded values are not recommended for survey control.
 AU3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3433.See file dsdata.txt to determine how the superseded data were derived.
 AU3433
 AU3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1167089707(NAD 83)
 AU3433_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3433_SP_SET: CONCRETE POST
 AU3433_STAMPING: L047A 1990
 AU3433_MARK LOGO: LA-101
 AU3433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3433+STABILITY: SURFACE MOTION
 AU3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3433+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3433
 AU3433  HISTORY     - Date     Condition        Report By
 AU3433  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3433
 AU3433                          STATION DESCRIPTION
 AU3433
 AU3433'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3433'THE MONUMENT IS LOCATED IN CYPREMORT POINT STATE PARK, ON THE SOUTH
 AU3433'SIDE OF A SHELL ROAD, APPROXIMATELY 0.35 MILES WEST OF THE
 AU3433'INTERSECTION OF THE SHELL ROAD AND STATE HIGHWAY 319 AND SOUTH OF A
 AU3433'TIMBER SPEED LIMIT SIGN.
 AU3433'THE MONUMENT IS LOCATED 20.7 FEET SOUTH OF THE CENTERLINE OF THE
 AU3433'SHELL ROAD, 262.4 FEET WEST OF THE SOUTHWEST END OF A CONCRETE BRIDGE
 AU3433'AND 2.5 FEET SOUTH OF A TIMBER SPEED LIMIT SIGH AND AN ORANGE
 AU3433'FIBERGLASS WITNESS POST.
 AU3433'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3433'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6935 ***********************************************************************
 AI6935  DESIGNATION -  L048
 AI6935  PID         -  AI6935
 AI6935  STATE/COUNTY-  LA/ST MARY
 AI6935  USGS QUAD   -  FRANKLIN (1994)
 AI6935
 AI6935                         *CURRENT SURVEY CONTROL
 AI6935  ___________________________________________________________________
 AI6935* NAD 83(1992)-  29 50 48.07097(N)    091 33 13.51089(W)     ADJUSTED  
 AI6935* NAVD 88     -         3.5  **(meters)      11.   **(feet)  GPS OBS   
 AI6935  **This station is located in a subsidence area (see below).
 AI6935  ___________________________________________________________________
 AI6935  X           -    -150,126.811 (meters)                     COMP
 AI6935  Y           -  -5,534,678.886 (meters)                     COMP
 AI6935  Z           -   3,155,632.903 (meters)                     COMP
 AI6935  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AI6935  ELLIP HEIGHT-         -22.88  (meters)          (02/20/02) GPS OBS
 AI6935  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AI6935
 AI6935  HORZ ORDER  -  FIRST
 AI6935  ELLP ORDER  -  FOURTH    CLASS I
 AI6935
 AI6935.The horizontal coordinates were established by GPS observations
 AI6935.and adjusted by the National Geodetic Survey in July 2000..
 AI6935
 AI6935 ** The orthometric height has not been validated since last determined
 AI6935 ** by differential leveling and should not be used for control purposes.
 AI6935 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6935 ** area with valid NAVD 88 orthometric heights.
 AI6935 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6935 ** epoch indicated which incorporates improved geoid heights for the
 AI6935 ** Southern Louisiana Subsidence area.
 AI6935 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6935.The orthometric height was determined by GPS observations and a
 AI6935.high-resolution geoid model.
 AI6935
 AI6935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6935
 AI6935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6935
 AI6935.The ellipsoidal height was determined by GPS observations
 AI6935.and is referenced to NAD 83.
 AI6935
 AI6935.The geoid height was determined by GEOID03.
 AI6935
 AI6935;                    North         East     Units Scale Factor Converg.
 AI6935;SPC LA S     -   149,293.147   978,701.427   MT  0.99992934   -0 06 36.8
 AI6935;SPC LA S     -   489,805.93  3,210,956.27   sFT  0.99992934   -0 06 36.8
 AI6935;UTM  15      - 3,302,674.811   639,708.625   MT  0.99984082   +0 43 11.6
 AI6935
 AI6935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6935!SPC LA S     -   1.00000359  x   0.99992934  =   0.99993293
 AI6935!UTM  15      -   1.00000359  x   0.99984082  =   0.99984441
 AI6935
 AI6935                          SUPERSEDED SURVEY CONTROL
 AI6935
 AI6935  ELLIP H (07/31/00)  -22.86   (m)                       GP(       ) 4 1
 AI6935
 AI6935.Superseded values are not recommended for survey control.
 AI6935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6935.See file dsdata.txt to determine how the superseded data were derived.
 AI6935
 AI6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3970902675(NAD 83)
 AI6935_MARKER: DD = SURVEY DISK
 AI6935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6935_STAMPING: MON L048 1999
 AI6935_MARK LOGO: LA-101
 AI6935_PROJECTION: FLUSH
 AI6935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6935+STABILITY: SURFACE MOTION
 AI6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6935+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6935
 AI6935  HISTORY     - Date     Condition        Report By
 AI6935  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6935
 AI6935                          STATION DESCRIPTION
 AI6935
 AI6935'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6935'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6935'THE STATION IS LOCATED ABOUT 0.8 MI NORTHWEST OF BALDWIN. TO REACH THE
 AI6935'STATION FROM THE INTERSECTION OF LA 83 AND LA 182 GO NORTHWEST ON LA
 AI6935'182 FOR ABOUT 0.5 MI TO THE MONUMENT ON THE RIGHT SET IN THE
 AI6935'CENTERLINE OF A GRASS MEDIAN OF RALPH DARDEN PARKWAY. THE MONUMENT IS
 AI6935'42 FT NORTHEAST OF THE CENTERLINE OF LA 182, 29 FT NORTHWEST OF THE
 AI6935'NORTHEAST BOUND LANE OF RALPH DARDEN, 11 FT NORTHEAST OF THE
 AI6935'CENTERLINE END OF CONCRETE CURBED MEDIAN, 1.6 FT SOUTHWEST OF AN
 AI6935'ORANGE CARSONITE FIBERGLASS WITNESS POST AND SET FLUSH WITH THE
 AI6935'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6948 ***********************************************************************
 AI6948  DESIGNATION -  L049
 AI6948  PID         -  AI6948
 AI6948  STATE/COUNTY-  LA/ST MARY
 AI6948  USGS QUAD   -  FRANKLIN (1994)
 AI6948
 AI6948                         *CURRENT SURVEY CONTROL
 AI6948  ___________________________________________________________________
 AI6948* NAD 83(1992)-  29 50 26.99826(N)    091 32 51.16574(W)     ADJUSTED  
 AI6948* NAVD 88     -         4.1  **(meters)      13.   **(feet)  GPS OBS   
 AI6948  **This station is located in a subsidence area (see below).
 AI6948  ___________________________________________________________________
 AI6948  X           -    -149,535.963 (meters)                     COMP
 AI6948  Y           -  -5,535,018.503 (meters)                     COMP
 AI6948  Z           -   3,155,070.439 (meters)                     COMP
 AI6948  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AI6948  ELLIP HEIGHT-         -22.18  (meters)          (02/20/02) GPS OBS
 AI6948  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AI6948
 AI6948  HORZ ORDER  -  FIRST
 AI6948  ELLP ORDER  -  FOURTH    CLASS I
 AI6948
 AI6948.The horizontal coordinates were established by GPS observations
 AI6948.and adjusted by the National Geodetic Survey in July 2000..
 AI6948
 AI6948 ** The orthometric height has not been validated since last determined
 AI6948 ** by differential leveling and should not be used for control purposes.
 AI6948 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6948 ** area with valid NAVD 88 orthometric heights.
 AI6948 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6948 ** epoch indicated which incorporates improved geoid heights for the
 AI6948 ** Southern Louisiana Subsidence area.
 AI6948 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6948.The orthometric height was determined by GPS observations and a
 AI6948.high-resolution geoid model.
 AI6948
 AI6948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6948
 AI6948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6948
 AI6948.The ellipsoidal height was determined by GPS observations
 AI6948.and is referenced to NAD 83.
 AI6948
 AI6948.The geoid height was determined by GEOID03.
 AI6948
 AI6948;                    North         East     Units Scale Factor Converg.
 AI6948;SPC LA S     -   148,643.194   979,299.979   MT  0.99992962   -0 06 25.6
 AI6948;SPC LA S     -   487,673.55  3,212,920.01   sFT  0.99992962   -0 06 25.6
 AI6948;UTM  15      - 3,302,033.653   640,316.476   MT  0.99984292   +0 43 22.3
 AI6948
 AI6948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6948!SPC LA S     -   1.00000348  x   0.99992962  =   0.99993310
 AI6948!UTM  15      -   1.00000348  x   0.99984292  =   0.99984640
 AI6948
 AI6948                          SUPERSEDED SURVEY CONTROL
 AI6948
 AI6948  ELLIP H (07/31/00)  -22.16   (m)                       GP(       ) 4 1
 AI6948
 AI6948.Superseded values are not recommended for survey control.
 AI6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6948.See file dsdata.txt to determine how the superseded data were derived.
 AI6948
 AI6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4031602034(NAD 83)
 AI6948_MARKER: DD = SURVEY DISK
 AI6948_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI6948_SP_SET: CONCRETE TRAFFIC ISLAND
 AI6948_STAMPING: MON L049 1999
 AI6948_MARK LOGO: LA-101
 AI6948_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6948+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6948
 AI6948  HISTORY     - Date     Condition        Report By
 AI6948  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6948
 AI6948                          STATION DESCRIPTION
 AI6948
 AI6948'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6948'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6948'THE STATION IS LOCATED AT THE INTERSECTION OF LA 83 AND LA 182 ABOUT
 AI6948'0.3 MI NORTHWEST OF BALDWIN. THE MONUMENT IS A 3 1/4 INCH ALUMINUM CAP
 AI6948'EPOXIED IN THE CONCRETE SIDEWALK OF A CONCRETE TRAFFIC ISLAND LOCATED
 AI6948'AT THE SOUTHEAST CORNER OF SAID INTERSECTION. THE MONUMENT IS 44 FT
 AI6948'SOUTHWEST OF THE CENTERLINE OF LA 182, 40.5 FT SOUTHEAST OF THE
 AI6948'CENTERLINE OF LA 83 AND 72.5 FT EAST OF A LIGHTPOLE IN THE MEDIAN OF
 AI6948'LA 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3434 ***********************************************************************
 AU3434  DESIGNATION -  L04A
 AU3434  PID         -  AU3434
 AU3434  STATE/COUNTY-  LA/ST MARY
 AU3434  USGS QUAD   -  MORGAN CITY (1994)
 AU3434
 AU3434                         *CURRENT SURVEY CONTROL
 AU3434  ___________________________________________________________________
 AU3434* NAD 83(1992)-  29 41 19.76328(N)    091 09 57.44524(W)     ADJUSTED  
 AU3434* NAVD 88     -         3.9  **(meters)      13.   **(feet)  VERTCON   
 AU3434  **This station is located in a subsidence area (see below).
 AU3434  ___________________________________________________________________
 AU3434  X           -    -112,839.996 (meters)                     COMP
 AU3434  Y           -  -5,544,255.065 (meters)                     COMP
 AU3434  Z           -   3,140,443.537 (meters)                     COMP
 AU3434  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3434  ELLIP HEIGHT-         -22.04  (meters)          (06/26/02) GPS OBS
 AU3434  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU3434
 AU3434  HORZ ORDER  -  SECOND
 AU3434  ELLP ORDER  -  FOURTH    CLASS II
 AU3434
 AU3434.The horizontal coordinates were established by GPS observations
 AU3434.and adjusted by the National Geodetic Survey in January 1993..
 AU3434
 AU3434 ** The orthometric height has not been validated since last determined
 AU3434 ** by differential leveling and should not be used for control purposes.
 AU3434 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3434 ** area with valid NAVD 88 orthometric heights.
 AU3434 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3434 ** epoch indicated which incorporates improved geoid heights for the
 AU3434 ** Southern Louisiana Subsidence area.
 AU3434 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3434
 AU3434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3434
 AU3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3434
 AU3434.The ellipsoidal height was determined by GPS observations
 AU3434.and is referenced to NAD 83.
 AU3434
 AU3434.The geoid height was determined by GEOID03.
 AU3434
 AU3434;                    North         East     Units Scale Factor Converg.
 AU3434;SPC LA S     -   131,786.733 1,016,198.695   MT  0.99994048   +0 05 01.3
 AU3434;SPC LA S     -   432,370.31  3,333,978.55   sFT  0.99994048   +0 05 01.3
 AU3434;UTM  15      - 3,285,712.254   677,454.010   MT  0.99998855   +0 54 31.0
 AU3434
 AU3434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3434!SPC LA S     -   1.00000346  x   0.99994048  =   0.99994394
 AU3434!UTM  15      -   1.00000346  x   0.99998855  =   0.99999201
 AU3434
 AU3434                          SUPERSEDED SURVEY CONTROL
 AU3434
 AU3434  NAD 83(1986)-  29 41 19.78726(N)    091 09 57.44393(W) AD(       ) 2
 AU3434  NGVD 29 (11/27/91)    3.9    (m)           13.     (f) GPS OBS        
 AU3434
 AU3434.Superseded values are not recommended for survey control.
 AU3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3434.See file dsdata.txt to determine how the superseded data were derived.
 AU3434
 AU3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7745485712(NAD 83)
 AU3434_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3434_SP_SET: CONCRETE POST
 AU3434_STAMPING: L04A 1990
 AU3434_MARK LOGO: LA-101
 AU3434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3434+STABILITY: SURFACE MOTION
 AU3434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3434+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3434
 AU3434  HISTORY     - Date     Condition        Report By
 AU3434  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3434
 AU3434                          STATION DESCRIPTION
 AU3434
 AU3434'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3434'THE MONUMENT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION
 AU3434'OF RAILROAD AVENUE AND AYCOCK STREET IN MORGAN CITY, LA.
 AU3434'THE MONUMENT IS LOCATED APPROXIMATELY 73.5 FEET WEST OF THE
 AU3434'CENTERLINE OF AYCOCK STREET AND 22.0 FEET SOUTH OF THE CENTERLINE
 AU3434'OF RAILROAD AVENUE, 15.6 FEET NORTH OF THE NORTH RAIL OF THE
 AU3434'SOUTHERN PACIFIC RAILROAD NEAR MILEPOST 40 AND 1.4 FEET NORTH OF
 AU3434'AN ORANGE FIBERGLASS WITNESS POST.
 AU3434'THE MONUMENT IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AU3434'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6936 ***********************************************************************
 AI6936  DESIGNATION -  L050
 AI6936  PID         -  AI6936
 AI6936  STATE/COUNTY-  LA/ST MARY
 AI6936  USGS QUAD   -  FRANKLIN (1994)
 AI6936
 AI6936                         *CURRENT SURVEY CONTROL
 AI6936  ___________________________________________________________________
 AI6936* NAD 83(1992)-  29 49 24.38502(N)    091 32 01.61829(W)     ADJUSTED  
 AI6936* NAVD 88     -         4.9  **(meters)      16.   **(feet)  GPS OBS   
 AI6936  **This station is located in a subsidence area (see below).
 AI6936  ___________________________________________________________________
 AI6936  X           -    -148,232.067 (meters)                     COMP
 AI6936  Y           -  -5,536,013.738 (meters)                     COMP
 AI6936  Z           -   3,153,398.389 (meters)                     COMP
 AI6936  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AI6936  ELLIP HEIGHT-         -21.33  (meters)          (02/20/02) GPS OBS
 AI6936  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AI6936
 AI6936  HORZ ORDER  -  FIRST
 AI6936  ELLP ORDER  -  FOURTH    CLASS I
 AI6936
 AI6936.The horizontal coordinates were established by GPS observations
 AI6936.and adjusted by the National Geodetic Survey in July 2000..
 AI6936
 AI6936 ** The orthometric height has not been validated since last determined
 AI6936 ** by differential leveling and should not be used for control purposes.
 AI6936 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6936 ** area with valid NAVD 88 orthometric heights.
 AI6936 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6936 ** epoch indicated which incorporates improved geoid heights for the
 AI6936 ** Southern Louisiana Subsidence area.
 AI6936 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6936.The orthometric height was determined by GPS observations and a
 AI6936.high-resolution geoid model.
 AI6936
 AI6936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6936
 AI6936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6936
 AI6936.The ellipsoidal height was determined by GPS observations
 AI6936.and is referenced to NAD 83.
 AI6936
 AI6936.The geoid height was determined by GEOID03.
 AI6936
 AI6936;                    North         East     Units Scale Factor Converg.
 AI6936;SPC LA S     -   146,712.966   980,626.583   MT  0.99993051   -0 06 00.8
 AI6936;SPC LA S     -   481,340.79  3,217,272.38   sFT  0.99993051   -0 06 00.8
 AI6936;UTM  15      - 3,300,123.001   641,670.778   MT  0.99984763   +0 43 45.5
 AI6936
 AI6936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6936!SPC LA S     -   1.00000335  x   0.99993051  =   0.99993386
 AI6936!UTM  15      -   1.00000335  x   0.99984763  =   0.99985098
 AI6936
 AI6936                          SUPERSEDED SURVEY CONTROL
 AI6936
 AI6936  ELLIP H (07/31/00)  -21.31   (m)                       GP(       ) 4 1
 AI6936
 AI6936.Superseded values are not recommended for survey control.
 AI6936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6936.See file dsdata.txt to determine how the superseded data were derived.
 AI6936
 AI6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4167100123(NAD 83)
 AI6936_MARKER: DD = SURVEY DISK
 AI6936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6936_STAMPING: MON L050 1999
 AI6936_MARK LOGO: LA-101
 AI6936_PROJECTION: FLUSH
 AI6936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6936+STABILITY: SURFACE MOTION
 AI6936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6936+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6936
 AI6936  HISTORY     - Date     Condition        Report By
 AI6936  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6936
 AI6936                          STATION DESCRIPTION
 AI6936
 AI6936'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6936'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6936'THE STATION IS LOCATED ABOUT 2 MI NORTHWEST OF FRANKLIN AND 1 MI
 AI6936'SOUTHEAST OF BALDWIN, JUST EAST OF THE CHARENTON DRAINAGE AND
 AI6936'NAVIGATION CANAL BRIDGE. THE MONUMENT IS AT THE NORTHWEST CORNER OF LA
 AI6936'182, HEBERT ROAD AND YOKLEY ROAD INTERSECTION. THE STATION IS 16.5 FT
 AI6936'NORTHWEST OF THE CENTERLINE OF HEBERT ROAD, 29.5 FT NORTHEAST OF THE
 AI6936'CENTERLINE OF LA 182, 34.4 FT SOUTH OF A POWER POLE, 1 FT EAST OF AN
 AI6936'ORANGE CARSONITE FIBERGLASS WITNESS POST AND SET FLUSH WITH THE
 AI6936'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6944 ***********************************************************************
 AI6944  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AI6944  DESIGNATION -  L051
 AI6944  PID         -  AI6944
 AI6944  STATE/COUNTY-  LA/ST MARY
 AI6944  USGS QUAD   -  FRANKLIN (1994)
 AI6944
 AI6944                         *CURRENT SURVEY CONTROL
 AI6944  ___________________________________________________________________
 AI6944* NAD 83(1992)-  29 48 54.39125(N)    091 32 16.54959(W)     ADJUSTED  
 AI6944* NAVD 88     -         1.96 **(meters)       6.4  **(feet)  GPS OBS(2004.65)
 AI6944  **This station is located in a subsidence area (see below).
 AI6944  ___________________________________________________________________
 AI6944  EPOCH DATE  -        2004.65
 AI6944  X           -    -148,645.075 (meters)                     COMP
 AI6944  Y           -  -5,536,459.701 (meters)                     COMP
 AI6944  Z           -   3,152,595.756 (meters)                     COMP
 AI6944  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AI6944  ELLIP HEIGHT-         -24.07  (meters)          (06/22/05) GPS OBS
 AI6944  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AI6944
 AI6944  HORZ ORDER  -  B
 AI6944  ELLP ORDER  -  FOURTH    CLASS I
 AI6944
 AI6944.The horizontal coordinates were established by GPS observations
 AI6944.and adjusted by the National Geodetic Survey in June 2005..
 AI6944.The horizontal coordinates are valid at the epoch date displayed above.
 AI6944.The epoch date for horizontal control is a decimal equivalence
 AI6944.of Year/Month/Day.
 AI6944
 AI6944 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AI6944 ** and geoid heights are valid at the date of observation. These heights
 AI6944 ** must always be validated when used as control.
 AI6944 ** The orthometric height was determined by GPS observations using
 AI6944 ** precise GPS observation and processing techniques and a new
 AI6944 ** realization of GEOID03. It supersedes the leveled height previously
 AI6944 ** determined for this station.
 AI6944 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6944 ** epoch indicated which incorporates improved geoid heights for the
 AI6944 ** Southern Louisiana Subsidence area.
 AI6944 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6944.The orthometric height was determined by GPS observations and a
 AI6944.high-resolution geoid model using precise GPS observation and
 AI6944.processing techniques.
 AI6944
 AI6944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6944
 AI6944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6944
 AI6944.The ellipsoidal height was determined by GPS observations
 AI6944.and is referenced to NAD 83.
 AI6944
 AI6944.The geoid height was determined by GEOID03.
 AI6944
 AI6944;                    North         East     Units Scale Factor Converg.
 AI6944;SPC LA S     -   145,790.187   980,224.071   MT  0.99993097   -0 06 08.3
 AI6944;SPC LA S     -   478,313.31  3,215,951.81   sFT  0.99993097   -0 06 08.3
 AI6944;UTM  15      - 3,299,194.569   641,281.699   MT  0.99984628   +0 43 37.4
 AI6944
 AI6944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6944!SPC LA S     -   1.00000378  x   0.99993097  =   0.99993475
 AI6944!UTM  15      -   1.00000378  x   0.99984628  =   0.99985006
 AI6944
 AI6944                          SUPERSEDED SURVEY CONTROL
 AI6944
 AI6944  ELLIP H (02/20/02)  -24.09   (m)                       GP(       ) 4 1
 AI6944  NAD 83(1992)-  29 48 54.39071(N)    091 32 16.54759(W) AD(       ) 1
 AI6944  ELLIP H (07/31/00)  -24.07   (m)                       GP(       ) 4 1
 AI6944
 AI6944.Superseded values are not recommended for survey control.
 AI6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6944.See file dsdata.txt to determine how the superseded data were derived.
 AI6944
 AI6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4128299195(NAD 83)
 AI6944_MARKER: DD = SURVEY DISK
 AI6944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6944_STAMPING: MON L051 1999
 AI6944_MARK LOGO: LA0040
 AI6944_PROJECTION: FLUSH
 AI6944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6944+STABILITY: SURFACE MOTION
 AI6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6944+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AI6944
 AI6944  HISTORY     - Date     Condition        Report By
 AI6944  HISTORY     - 1999     MONUMENTED       LA-101
 AI6944  HISTORY     - 20040426 GOOD             NGS
 AI6944  HISTORY     - 20051014 GOOD             NGS
 AI6944
 AI6944                          STATION DESCRIPTION
 AI6944
 AI6944'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6944'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6944'THE STATION IS LOCATED 1.3 MI SOUTHEAST OF BALDWIN AND 2 MI NORTHWEST
 AI6944'OF FRANKLIN.THE MONUMENT IS LOCATED AT THE NORTHWEST CORNER OF YOKLEY
 AI6944'ROAD,BORO LANE AND CHATSWORTH ROAD INTERSECTION. THE MONUMENT IS 90.7
 AI6944'FT WEST OF THE CENTERLINE OF YOKLEY ROAD, 19 FT NORTH OF THE
 AI6944'CENTERLINE
 AI6944'OF BORO LANE, 56 FT SOUTHEAST OF A POWER POLE, 1.5 FT SOUTH OF AN
 AI6944'ORANGE CARSONITE FIBERGLASS WITNESS POST AND SET FLUSH WITH THE
 AI6944'GROUND.
 AI6944
 AI6944                          STATION RECOVERY (2004)
 AI6944
 AI6944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 AI6944'THE STATION IS LOCATED ABOUT 1.6 MI SOUTHEAST OF BALDWIN ON PARISH
 AI6944'RIGHT OF WAY.
 AI6944' 
 AI6944'TO REACH THE STATION FROM THE INTERSECTION OF THE CENTER OF THE US
 AI6944'HIGHWAY 90 OVERPASS AND  STATE HIGHWAY 3211, ABOUT 2.6 MI SOUTHEAST OF
 AI6944'BALDWIN, GO NORTHEAST FOR 0.6 MI ALONG HIGHWAY 3211  TO THE
 AI6944'INTERSECTION OF YOKELY ROAD, TURN LEFT AND GO NORTHWEST FOR 1.15 MI ON
 AI6944'YOKELY ROAD TO  THE STATION ON THE LEFT JUST HAVING PASSED BORO LANE
 AI6944'ON THE LEFT, AND A POWER SUB STATION ON  THE RIGHT.
 AI6944' 
 AI6944'THE STATION IS LOCATED 40.9 M NORTHWEST OF THE INTERSECTION OF THE
 AI6944'CENTER OF YOKELY ROAD AND  THE EXTENDED CENTER OF BORO LANE, 11.4 M
 AI6944'SOUTH-SOUTHWEST OF WOODEN UTILITY POLE NUMBER 1689,   6.0 M NORTHEAST
 AI6944'OF THE CENTER OF BORO LANE, 0.5 M SOUTHWEST OF A CARSONITE WITNESS
 AI6944'POST, AND  THE MONUMENT IS RECESSED ABOUT 0.1 M BELOW THE LEVEL OF THE
 AI6944'GROUND.
 AI6944
 AI6944                          STATION RECOVERY (2005)
 AI6944
 AI6944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AI6944'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  4.8 M SOUTH OF A
 AI6944'METAL POST WITH WITNESS SIGN ATTACHED.  NOTE--PREVIOUSLY REFERENCED
 AI6944'CARSONITE WITNESS POST IS NOW MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6945 ***********************************************************************
 AI6945  DESIGNATION -  L052
 AI6945  PID         -  AI6945
 AI6945  STATE/COUNTY-  LA/ST MARY
 AI6945  USGS QUAD   -  FRANKLIN (1994)
 AI6945
 AI6945                         *CURRENT SURVEY CONTROL
 AI6945  ___________________________________________________________________
 AI6945* NAD 83(1992)-  29 47 47.76041(N)    091 30 51.82313(W)     ADJUSTED  
 AI6945* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AI6945  **This station is located in a subsidence area (see below).
 AI6945  ___________________________________________________________________
 AI6945  X           -    -146,397.844 (meters)                     COMP
 AI6945  Y           -  -5,537,540.360 (meters)                     COMP
 AI6945  Z           -   3,150,815.865 (meters)                     COMP
 AI6945  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AI6945  ELLIP HEIGHT-         -23.35  (meters)          (02/20/02) GPS OBS
 AI6945  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AI6945
 AI6945  HORZ ORDER  -  FIRST
 AI6945  ELLP ORDER  -  FOURTH    CLASS I
 AI6945
 AI6945.The horizontal coordinates were established by GPS observations
 AI6945.and adjusted by the National Geodetic Survey in July 2000..
 AI6945
 AI6945 ** The orthometric height has not been validated since last determined
 AI6945 ** by differential leveling and should not be used for control purposes.
 AI6945 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6945 ** area with valid NAVD 88 orthometric heights.
 AI6945 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6945 ** epoch indicated which incorporates improved geoid heights for the
 AI6945 ** Southern Louisiana Subsidence area.
 AI6945 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6945.The orthometric height was determined by GPS observations and a
 AI6945.high-resolution geoid model.
 AI6945
 AI6945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6945
 AI6945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6945
 AI6945.The ellipsoidal height was determined by GPS observations
 AI6945.and is referenced to NAD 83.
 AI6945
 AI6945.The geoid height was determined by GEOID03.
 AI6945
 AI6945;                    North         East     Units Scale Factor Converg.
 AI6945;SPC LA S     -   143,734.842   982,495.683   MT  0.99993206   -0 05 25.9
 AI6945;SPC LA S     -   471,570.06  3,223,404.59   sFT  0.99993206   -0 05 25.9
 AI6945;UTM  15      - 3,297,172.475   643,582.629   MT  0.99985437   +0 44 18.1
 AI6945
 AI6945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6945!SPC LA S     -   1.00000367  x   0.99993206  =   0.99993573
 AI6945!UTM  15      -   1.00000367  x   0.99985437  =   0.99985804
 AI6945
 AI6945                          SUPERSEDED SURVEY CONTROL
 AI6945
 AI6945  ELLIP H (07/31/00)  -23.34   (m)                       GP(       ) 4 1
 AI6945
 AI6945.Superseded values are not recommended for survey control.
 AI6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6945.See file dsdata.txt to determine how the superseded data were derived.
 AI6945
 AI6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4358397172(NAD 83)
 AI6945_MARKER: DD = SURVEY DISK
 AI6945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6945_STAMPING: MON L052 1999
 AI6945_MARK LOGO: LA-101
 AI6945_PROJECTION: FLUSH
 AI6945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6945+STABILITY: SURFACE MOTION
 AI6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6945+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6945
 AI6945  HISTORY     - Date     Condition        Report By
 AI6945  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6945
 AI6945                          STATION DESCRIPTION
 AI6945
 AI6945'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6945'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6945'THE STATION IS LOCATED IN FRANKLIN AT THE NORTHWEST CORNER OF IBERIA
 AI6945'STREET AND THE SOUTHERN PACIFIC RAILROAD ON THE EAST SIDE OF TOWN. THE
 AI6945'MONUMENT IS 21 FT NORTH OF THE CENTERLINE OF IBERIA STREET, 43 FT
 AI6945'NORTHEAST OF THE CENTERLINE PROJECTION OF MAGNOLIA STREET, 64 FT
 AI6945'SOUTHEAST OF A POWER POLE ADJACENT TO A SILVER RAILROAD SIGNAL CONTROL
 AI6945'MODULE AND SET FLUSH WITH THE GROUND.
 AI6945'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6946 ***********************************************************************
 AI6946  DESIGNATION -  L053
 AI6946  PID         -  AI6946
 AI6946  STATE/COUNTY-  LA/ST MARY
 AI6946  USGS QUAD   -  FRANKLIN (1994)
 AI6946
 AI6946                         *CURRENT SURVEY CONTROL
 AI6946  ___________________________________________________________________
 AI6946* NAD 83(1992)-  29 47 48.46022(N)    091 31 25.41107(W)     ADJUSTED  
 AI6946* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AI6946  **This station is located in a subsidence area (see below).
 AI6946  ___________________________________________________________________
 AI6946  X           -    -147,299.259 (meters)                     COMP
 AI6946  Y           -  -5,537,504.806 (meters)                     COMP
 AI6946  Z           -   3,150,834.028 (meters)                     COMP
 AI6946  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AI6946  ELLIP HEIGHT-         -24.43  (meters)          (02/20/02) GPS OBS
 AI6946  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AI6946
 AI6946  HORZ ORDER  -  FIRST
 AI6946  ELLP ORDER  -  FOURTH    CLASS I
 AI6946
 AI6946.The horizontal coordinates were established by GPS observations
 AI6946.and adjusted by the National Geodetic Survey in July 2000..
 AI6946
 AI6946 ** The orthometric height has not been validated since last determined
 AI6946 ** by differential leveling and should not be used for control purposes.
 AI6946 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6946 ** area with valid NAVD 88 orthometric heights.
 AI6946 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6946 ** epoch indicated which incorporates improved geoid heights for the
 AI6946 ** Southern Louisiana Subsidence area.
 AI6946 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6946.The orthometric height was determined by GPS observations and a
 AI6946.high-resolution geoid model.
 AI6946
 AI6946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6946
 AI6946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6946
 AI6946.The ellipsoidal height was determined by GPS observations
 AI6946.and is referenced to NAD 83.
 AI6946
 AI6946.The geoid height was determined by GEOID03.
 AI6946
 AI6946;                    North         East     Units Scale Factor Converg.
 AI6946;SPC LA S     -   143,757.851   981,593.736   MT  0.99993205   -0 05 42.7
 AI6946;SPC LA S     -   471,645.55  3,220,445.45   sFT  0.99993205   -0 05 42.7
 AI6946;UTM  15      - 3,297,182.433   642,680.515   MT  0.99985118   +0 44 01.4
 AI6946
 AI6946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6946!SPC LA S     -   1.00000384  x   0.99993205  =   0.99993589
 AI6946!UTM  15      -   1.00000384  x   0.99985118  =   0.99985502
 AI6946
 AI6946                          SUPERSEDED SURVEY CONTROL
 AI6946
 AI6946  ELLIP H (07/31/00)  -24.41   (m)                       GP(       ) 4 1
 AI6946
 AI6946.Superseded values are not recommended for survey control.
 AI6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6946.See file dsdata.txt to determine how the superseded data were derived.
 AI6946
 AI6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4268197182(NAD 83)
 AI6946_MARKER: DD = SURVEY DISK
 AI6946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6946_STAMPING: MON L053 1999
 AI6946_MARK LOGO: LA-101
 AI6946_PROJECTION: FLUSH
 AI6946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6946+STABILITY: SURFACE MOTION
 AI6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6946+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6946
 AI6946  HISTORY     - Date     Condition        Report By
 AI6946  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6946
 AI6946                          STATION DESCRIPTION
 AI6946
 AI6946'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6946'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6946'THE STATION IS LOCATED IN FRANKLIN, ON THE WEST SIDE OF TOWN, AT THE
 AI6946'SOUTHEAST CORNER OF IBERIA STREET AND CHATSWORTH ROAD. THE MONUMENT IS
 AI6946'24 FT SOUTH OF THE CENTERLINE OF IBERIA STREET, 31 FT EAST OF THE
 AI6946'CENTERLINE OF CHATSWORTH ROAD, 21.7 FT WEST OF A WATER VALVE, 1 FT
 AI6946'NORTH OF AN ORANGE CARSONITE FIBERGLASS WITNESS POST AND SET FLUSH
 AI6946'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6937 ***********************************************************************
 AI6937  DESIGNATION -  L054
 AI6937  PID         -  AI6937
 AI6937  STATE/COUNTY-  LA/ST MARY
 AI6937  USGS QUAD   -  FRANKLIN (1994)
 AI6937
 AI6937                         *CURRENT SURVEY CONTROL
 AI6937  ___________________________________________________________________
 AI6937* NAD 83(1992)-  29 47 22.04482(N)    091 30 25.37745(W)     ADJUSTED  
 AI6937* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AI6937  **This station is located in a subsidence area (see below).
 AI6937  ___________________________________________________________________
 AI6937  X           -    -145,698.204 (meters)                     COMP
 AI6937  Y           -  -5,537,952.212 (meters)                     COMP
 AI6937  Z           -   3,150,128.613 (meters)                     COMP
 AI6937  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AI6937  ELLIP HEIGHT-         -23.54  (meters)          (02/20/02) GPS OBS
 AI6937  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AI6937
 AI6937  HORZ ORDER  -  FIRST
 AI6937  ELLP ORDER  -  FOURTH    CLASS I
 AI6937
 AI6937.The horizontal coordinates were established by GPS observations
 AI6937.and adjusted by the National Geodetic Survey in July 2000..
 AI6937
 AI6937 ** The orthometric height has not been validated since last determined
 AI6937 ** by differential leveling and should not be used for control purposes.
 AI6937 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6937 ** area with valid NAVD 88 orthometric heights.
 AI6937 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6937 ** epoch indicated which incorporates improved geoid heights for the
 AI6937 ** Southern Louisiana Subsidence area.
 AI6937 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6937.The orthometric height was determined by GPS observations and a
 AI6937.high-resolution geoid model.
 AI6937
 AI6937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6937
 AI6937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6937
 AI6937.The ellipsoidal height was determined by GPS observations
 AI6937.and is referenced to NAD 83.
 AI6937
 AI6937.The geoid height was determined by GEOID03.
 AI6937
 AI6937;                    North         East     Units Scale Factor Converg.
 AI6937;SPC LA S     -   142,941.979   983,204.665   MT  0.99993251   -0 05 12.7
 AI6937;SPC LA S     -   468,968.81  3,225,730.64   sFT  0.99993251   -0 05 12.7
 AI6937;UTM  15      - 3,296,390.010   644,302.950   MT  0.99985692   +0 44 30.7
 AI6937
 AI6937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6937!SPC LA S     -   1.00000370  x   0.99993251  =   0.99993621
 AI6937!UTM  15      -   1.00000370  x   0.99985692  =   0.99986062
 AI6937
 AI6937                          SUPERSEDED SURVEY CONTROL
 AI6937
 AI6937.No superseded survey control is available for this station.
 AI6937
 AI6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4430396390(NAD 83)
 AI6937_MARKER: DD = SURVEY DISK
 AI6937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6937_STAMPING: MON L054 1999
 AI6937_MARK LOGO: LA-101
 AI6937_PROJECTION: FLUSH
 AI6937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6937+STABILITY: SURFACE MOTION
 AI6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6937+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6937
 AI6937  HISTORY     - Date     Condition        Report By
 AI6937  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6937
 AI6937                          STATION DESCRIPTION
 AI6937
 AI6937'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6937'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6937'THE MONUMENT IS LOCATED IN FRANKLIN, ON THE SOUTHWEST SIDE OF TOWN, AT
 AI6937'THE INTERSECTION OF WILLOW STREET, SOUTHERN PACIFIC RAILROAD AND
 AI6937'ANDERSON STREET. THE MONUMENT IS AT THE SOUTHEAST CORNER OF TRACKS AND
 AI6937'WILLOW STREET, 18 FT SOUTH OF THE CENTERLINE OF WILLOW STREET, 16 FT
 AI6937'EAST OF THE EAST RAIL OF TRACKS, 23 FT WEST OF THE CENTERLINE
 AI6937'PROJECTION OF ANDERSON STREET, 7.8 FT NORTHWEST OF THE NORTHWEST
 AI6937'CHAINLINK FENCE CORNER OF AMERI PURE OYSTERS FACTORY AND SET FLUSH
 AI6937'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6947 ***********************************************************************
 AI6947  DESIGNATION -  L055
 AI6947  PID         -  AI6947
 AI6947  STATE/COUNTY-  LA/ST MARY
 AI6947  USGS QUAD   -  NORTH BEND (1994)
 AI6947
 AI6947                         *CURRENT SURVEY CONTROL
 AI6947  ___________________________________________________________________
 AI6947* NAD 83(1992)-  29 42 20.78987(N)    091 22 59.31527(W)     ADJUSTED  
 AI6947* NAVD 88     -         3.4  **(meters)      11.   **(feet)  GPS OBS   
 AI6947  **This station is located in a subsidence area (see below).
 AI6947  ___________________________________________________________________
 AI6947  X           -    -133,832.780 (meters)                     COMP
 AI6947  Y           -  -5,542,856.480 (meters)                     COMP
 AI6947  Z           -   3,142,075.578 (meters)                     COMP
 AI6947  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AI6947  ELLIP HEIGHT-         -22.47  (meters)          (02/20/02) GPS OBS
 AI6947  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AI6947
 AI6947  HORZ ORDER  -  FIRST
 AI6947  ELLP ORDER  -  FOURTH    CLASS I
 AI6947
 AI6947.The horizontal coordinates were established by GPS observations
 AI6947.and adjusted by the National Geodetic Survey in July 2000..
 AI6947
 AI6947 ** The orthometric height has not been validated since last determined
 AI6947 ** by differential leveling and should not be used for control purposes.
 AI6947 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6947 ** area with valid NAVD 88 orthometric heights.
 AI6947 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6947 ** epoch indicated which incorporates improved geoid heights for the
 AI6947 ** Southern Louisiana Subsidence area.
 AI6947 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6947.The orthometric height was determined by GPS observations and a
 AI6947.high-resolution geoid model.
 AI6947
 AI6947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6947
 AI6947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6947
 AI6947.The ellipsoidal height was determined by GPS observations
 AI6947.and is referenced to NAD 83.
 AI6947
 AI6947.The geoid height was determined by GEOID03.
 AI6947
 AI6947;                    North         East     Units Scale Factor Converg.
 AI6947;SPC LA S     -   133,654.902   995,180.219   MT  0.99993892   -0 01 29.7
 AI6947;SPC LA S     -   438,499.46  3,265,020.44   sFT  0.99993892   -0 01 29.7
 AI6947;UTM  15      - 3,287,277.375   656,410.701   MT  0.99990186   +0 48 05.0
 AI6947
 AI6947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6947!SPC LA S     -   1.00000353  x   0.99993892  =   0.99994245
 AI6947!UTM  15      -   1.00000353  x   0.99990186  =   0.99990539
 AI6947
 AI6947|---------------------------------------------------------------------|
 AI6947| PID    Reference Object                     Distance      Geod. Az  |
 AI6947|                                                           dddmmss.s |
 AI6947| AU0179 B 201                               206.094 METERS 35500     |
 AI6947|---------------------------------------------------------------------|
 AI6947
 AI6947                          SUPERSEDED SURVEY CONTROL
 AI6947
 AI6947  ELLIP H (07/31/00)  -22.42   (m)                       GP(       ) 4 1
 AI6947
 AI6947.Superseded values are not recommended for survey control.
 AI6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6947.See file dsdata.txt to determine how the superseded data were derived.
 AI6947
 AI6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5641187277(NAD 83)
 AI6947_MARKER: DD = SURVEY DISK
 AI6947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6947_STAMPING: MON L055 1999
 AI6947_MARK LOGO: LA-101
 AI6947_PROJECTION: FLUSH
 AI6947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6947+STABILITY: SURFACE MOTION
 AI6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6947+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6947
 AI6947  HISTORY     - Date     Condition        Report By
 AI6947  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6947
 AI6947                          STATION DESCRIPTION
 AI6947
 AI6947'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6947'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6947'THE STATION IS LOCATED ABOUT 9.5 MI SOUTHEAST OF FRANKLIN AND 4.7 MI
 AI6947'EAST OF PATTERSON IN THE AREA KNOWN AS RICOHOC. THE MONUMENT IS
 AI6947'LOCATED IN THE GRASS MEDIAN OF LA 182 APPROXIMATELY 0.1 MI NORTHEAST
 AI6947'OF HIGHWAY 90 AND LA 182 INTERSECTION. THE MONUMENT IS 22 FT WEST OF
 AI6947'THE CENTERLINE OF THE NORTH BOUND LANE OF LA 182, 160.3 FT SOUTH OF
 AI6947'THE BACK OF CURB AT THE NORTH END OF THE MEDIAN, 31.4 FT NORTH OF THE
 AI6947'NORTHEAST CORNER OF A CONCRETE CURB INLET, 17 FT EAST OF THE WEST BACK
 AI6947'OF CURB OF MEDIAN AND SET FLUSH WITH THE GROUND.
 AI6947' 
 AI6947'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6938 ***********************************************************************
 AI6938  DESIGNATION -  L056
 AI6938  PID         -  AI6938
 AI6938  STATE/COUNTY-  LA/ST MARY
 AI6938  USGS QUAD   -  PATTERSON (1994)
 AI6938
 AI6938                         *CURRENT SURVEY CONTROL
 AI6938  ___________________________________________________________________
 AI6938* NAD 83(1992)-  29 41 05.23321(N)    091 15 16.43885(W)     ADJUSTED  
 AI6938* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AI6938  **This station is located in a subsidence area (see below).
 AI6938  ___________________________________________________________________
 AI6938  X           -    -121,418.997 (meters)                     COMP
 AI6938  Y           -  -5,544,293.640 (meters)                     COMP
 AI6938  Z           -   3,140,053.837 (meters)                     COMP
 AI6938  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI6938  ELLIP HEIGHT-         -24.12  (meters)          (02/20/02) GPS OBS
 AI6938  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AI6938
 AI6938  HORZ ORDER  -  FIRST
 AI6938  ELLP ORDER  -  FOURTH    CLASS I
 AI6938
 AI6938.The horizontal coordinates were established by GPS observations
 AI6938.and adjusted by the National Geodetic Survey in July 2000..
 AI6938
 AI6938 ** The orthometric height has not been validated since last determined
 AI6938 ** by differential leveling and should not be used for control purposes.
 AI6938 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6938 ** area with valid NAVD 88 orthometric heights.
 AI6938 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6938 ** epoch indicated which incorporates improved geoid heights for the
 AI6938 ** Southern Louisiana Subsidence area.
 AI6938 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6938.The orthometric height was determined by GPS observations and a
 AI6938.high-resolution geoid model.
 AI6938
 AI6938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6938
 AI6938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6938
 AI6938.The ellipsoidal height was determined by GPS observations
 AI6938.and is referenced to NAD 83.
 AI6938
 AI6938.The geoid height was determined by GEOID03.
 AI6938
 AI6938;                    North         East     Units Scale Factor Converg.
 AI6938;SPC LA S     -   131,330.156 1,007,623.385   MT  0.99994086   +0 02 21.8
 AI6938;SPC LA S     -   430,872.35  3,305,844.39   sFT  0.99994086   +0 02 21.8
 AI6938;UTM  15      - 3,285,132.225   668,885.912   MT  0.99995193   +0 51 52.5
 AI6938
 AI6938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6938!SPC LA S     -   1.00000379  x   0.99994086  =   0.99994465
 AI6938!UTM  15      -   1.00000379  x   0.99995193  =   0.99995572
 AI6938
 AI6938                          SUPERSEDED SURVEY CONTROL
 AI6938
 AI6938  ELLIP H (07/31/00)  -24.07   (m)                       GP(       ) 4 1
 AI6938
 AI6938.Superseded values are not recommended for survey control.
 AI6938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6938.See file dsdata.txt to determine how the superseded data were derived.
 AI6938
 AI6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6888685132(NAD 83)
 AI6938_MARKER: DD = SURVEY DISK
 AI6938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6938_STAMPING: MON L056 1999
 AI6938_MARK LOGO: LA-101
 AI6938_PROJECTION: FLUSH
 AI6938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6938+STABILITY: SURFACE MOTION
 AI6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6938+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6938
 AI6938  HISTORY     - Date     Condition        Report By
 AI6938  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6938
 AI6938                          STATION DESCRIPTION
 AI6938
 AI6938'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6938'DESCRIBE BY CDS MUERY SERVICES, INC.
 AI6938'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF BAYOU VISTA AND ON THE
 AI6938'SOUTH SIDE OF THE EAST BOUND LANES OF HIGHWAY 90. TO REACH THE
 AI6938'MONUMENT FROM THE INTERSECTION OF HIGHWAY 90 AND SOUTHEAST ROAD
 AI6938'CONTINUE EASTERLY ALONG HIGHWAY 90 FOR ABOUT 0.4 MI TO THE STATION ON
 AI6938'THE RIGHT, AT THE FACE SIDE OF A GUARDRAIL, JUST PAST A GRAVEL ROAD TO
 AI6938'THE RIGHT LEADING TO AN IRRIGATION CANAL VALVE STATION. THE MONUMENT
 AI6938'IS 32 FT SOUTH OF THE CENTERLINE OF HIGHWAY 90, 4 FT NORTH OF THE FACE
 AI6938'OF GUARDRAIL AND AN ORANGE CARSONITE FIBERGLASS WITNESS POST, 7.4 FT
 AI6938'EAST OF THE WEST END OF GUARDRAIL, 169.6 FT SOUTHWEST OF THE
 AI6938'CENTERLINE OF THE CANAL CONCRETE CULVERT HEADWALL AND SET FLUSH WITH
 AI6938'THE GROUND.
 AI6938' 
 AI6938'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6943 ***********************************************************************
 AI6943  DESIGNATION -  L057
 AI6943  PID         -  AI6943
 AI6943  STATE/COUNTY-  LA/ST MARY
 AI6943  USGS QUAD   -  PATTERSON (1994)
 AI6943
 AI6943                         *CURRENT SURVEY CONTROL
 AI6943  ___________________________________________________________________
 AI6943* NAD 83(1992)-  29 41 21.45781(N)    091 15 48.60961(W)     ADJUSTED  
 AI6943* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AI6943  **This station is located in a subsidence area (see below).
 AI6943  ___________________________________________________________________
 AI6943  X           -    -122,278.254 (meters)                     COMP
 AI6943  Y           -  -5,544,026.383 (meters)                     COMP
 AI6943  Z           -   3,140,487.323 (meters)                     COMP
 AI6943  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AI6943  ELLIP HEIGHT-         -25.15  (meters)          (02/20/02) GPS OBS
 AI6943  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AI6943
 AI6943  HORZ ORDER  -  FIRST
 AI6943  ELLP ORDER  -  FOURTH    CLASS I
 AI6943
 AI6943.The horizontal coordinates were established by GPS observations
 AI6943.and adjusted by the National Geodetic Survey in July 2000..
 AI6943
 AI6943 ** The orthometric height has not been validated since last determined
 AI6943 ** by differential leveling and should not be used for control purposes.
 AI6943 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6943 ** area with valid NAVD 88 orthometric heights.
 AI6943 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6943 ** epoch indicated which incorporates improved geoid heights for the
 AI6943 ** Southern Louisiana Subsidence area.
 AI6943 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6943.The orthometric height was determined by GPS observations and a
 AI6943.high-resolution geoid model.
 AI6943
 AI6943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6943
 AI6943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6943
 AI6943.The ellipsoidal height was determined by GPS observations
 AI6943.and is referenced to NAD 83.
 AI6943
 AI6943.The geoid height was determined by GEOID03.
 AI6943
 AI6943;                    North         East     Units Scale Factor Converg.
 AI6943;SPC LA S     -   131,829.135 1,006,758.188   MT  0.99994044   +0 02 05.7
 AI6943;SPC LA S     -   432,509.42  3,303,005.82   sFT  0.99994044   +0 02 05.7
 AI6943;UTM  15      - 3,285,618.695   668,013.609   MT  0.99994830   +0 51 37.0
 AI6943
 AI6943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6943!SPC LA S     -   1.00000395  x   0.99994044  =   0.99994439
 AI6943!UTM  15      -   1.00000395  x   0.99994830  =   0.99995225
 AI6943
 AI6943                          SUPERSEDED SURVEY CONTROL
 AI6943
 AI6943  ELLIP H (07/31/00)  -25.09   (m)                       GP(       ) 4 1
 AI6943
 AI6943.Superseded values are not recommended for survey control.
 AI6943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6943.See file dsdata.txt to determine how the superseded data were derived.
 AI6943
 AI6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6801485619(NAD 83)
 AI6943_MARKER: DD = SURVEY DISK
 AI6943_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI6943_SP_SET: CONCRETE ROADWAY
 AI6943_STAMPING: MON L057 1999
 AI6943_MARK LOGO: LA-101
 AI6943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6943+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6943
 AI6943  HISTORY     - Date     Condition        Report By
 AI6943  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6943
 AI6943                          STATION DESCRIPTION
 AI6943
 AI6943'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6943'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6943'THE STATION IS LOCATED IN BAYOU VISTA APPROXIMATELY 76 FT SOUTHEAST OF
 AI6943'THE SOUTHEAST ROAD AND MIDDLE ROAD INTERSECTION. THE MONUMENT IS A 3
 AI6943'1/4 INCH ALUMINUM CAP EPOXIED IN THE CONCRETE SLAB OF SOUTHEAST ROAD.
 AI6943'THE MONUMENT IS 25.7 FT NORTHWEST OF THE END OF THE CURBED MEDIAN OF
 AI6943'SOUTHEAST ROAD, 28.7 FT EAST OF THE NORTHEAST END OF A CONCRETE
 AI6943'SIDEWALK, 26.5 FT NORTHWEST OF AN ORANGE CARSONITE FIBERGLASS WITNESS
 AI6943'POST AND SET FLUSH WITH THE ROAD.
 AI6943'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6949 ***********************************************************************
 AI6949  DESIGNATION -  L058
 AI6949  PID         -  AI6949
 AI6949  STATE/COUNTY-  LA/ST MARY
 AI6949  USGS QUAD   -  PATTERSON (1994)
 AI6949
 AI6949                         *CURRENT SURVEY CONTROL
 AI6949  ___________________________________________________________________
 AI6949* NAD 83(1992)-  29 41 45.87922(N)    091 16 08.61221(W)     ADJUSTED  
 AI6949* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AI6949  **This station is located in a subsidence area (see below).
 AI6949  ___________________________________________________________________
 AI6949  X           -    -122,807.666 (meters)                     COMP
 AI6949  Y           -  -5,543,643.397 (meters)                     COMP
 AI6949  Z           -   3,141,141.275 (meters)                     COMP
 AI6949  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AI6949  ELLIP HEIGHT-         -23.67  (meters)          (02/20/02) GPS OBS
 AI6949  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AI6949
 AI6949  HORZ ORDER  -  FIRST
 AI6949  ELLP ORDER  -  FOURTH    CLASS I
 AI6949
 AI6949.The horizontal coordinates were established by GPS observations
 AI6949.and adjusted by the National Geodetic Survey in July 2000..
 AI6949
 AI6949 ** The orthometric height has not been validated since last determined
 AI6949 ** by differential leveling and should not be used for control purposes.
 AI6949 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6949 ** area with valid NAVD 88 orthometric heights.
 AI6949 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6949 ** epoch indicated which incorporates improved geoid heights for the
 AI6949 ** Southern Louisiana Subsidence area.
 AI6949 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6949.The orthometric height was determined by GPS observations and a
 AI6949.high-resolution geoid model.
 AI6949
 AI6949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6949
 AI6949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6949
 AI6949.The ellipsoidal height was determined by GPS observations
 AI6949.and is referenced to NAD 83.
 AI6949
 AI6949.The geoid height was determined by GEOID03.
 AI6949
 AI6949;                    North         East     Units Scale Factor Converg.
 AI6949;SPC LA S     -   132,580.732 1,006,220.031   MT  0.99993980   +0 01 55.7
 AI6949;SPC LA S     -   434,975.28  3,301,240.22   sFT  0.99993980   +0 01 55.7
 AI6949;UTM  15      - 3,286,362.467   667,464.677   MT  0.99994603   +0 51 27.7
 AI6949
 AI6949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6949!SPC LA S     -   1.00000372  x   0.99993980  =   0.99994352
 AI6949!UTM  15      -   1.00000372  x   0.99994603  =   0.99994975
 AI6949
 AI6949                          SUPERSEDED SURVEY CONTROL
 AI6949
 AI6949  ELLIP H (07/31/00)  -23.62   (m)                       GP(       ) 4 1
 AI6949
 AI6949.Superseded values are not recommended for survey control.
 AI6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6949.See file dsdata.txt to determine how the superseded data were derived.
 AI6949
 AI6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6746586362(NAD 83)
 AI6949_MARKER: DD = SURVEY DISK
 AI6949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6949_STAMPING: MON L058 1999
 AI6949_MARK LOGO: LA-101
 AI6949_PROJECTION: FLUSH
 AI6949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6949+STABILITY: SURFACE MOTION
 AI6949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6949+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6949
 AI6949  HISTORY     - Date     Condition        Report By
 AI6949  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6949
 AI6949                          STATION DESCRIPTION
 AI6949
 AI6949'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6949'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6949'THE STATION IS LOCATED ON THE NORTH SIDE OF BAYOU VISTA ON THE WEST
 AI6949'SIDE OF THE T-INTERSECTION OF LA 182 AND SOUTHEAST ROAD. THE MONUMENT
 AI6949'IS 36.6 FT NORTHWEST OF THE CENTERLINE OF LA 182, 19 FT NORTH OF THE
 AI6949'PROJECTED CENTERLINE OF SOUTHEAST ROAD, 21.3 FT SOUTHEAST OF A
 AI6949'CHAINLINK FENCELINE, 20.3 FT NORTHEAST OF A SANITARY SEWER MANHOLE,
 AI6949'1 FT SOUTHEAST OF AN ORANGE CARSONITE FIBERGLASS WITNESS POST AND SET
 AI6949'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6950 ***********************************************************************
 AI6950  DESIGNATION -  L059
 AI6950  PID         -  AI6950
 AI6950  STATE/COUNTY-  LA/ST MARY
 AI6950  USGS QUAD   -  MORGAN CITY (1994)
 AI6950
 AI6950                         *CURRENT SURVEY CONTROL
 AI6950  ___________________________________________________________________
 AI6950* NAD 83(1992)-  29 42 38.55218(N)    091 14 31.83289(W)     ADJUSTED  
 AI6950* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AI6950  **This station is located in a subsidence area (see below).
 AI6950  ___________________________________________________________________
 AI6950  X           -    -120,189.144 (meters)                     COMP
 AI6950  Y           -  -5,542,896.366 (meters)                     COMP
 AI6950  Z           -   3,142,549.676 (meters)                     COMP
 AI6950  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AI6950  ELLIP HEIGHT-         -24.35  (meters)          (02/20/02) GPS OBS
 AI6950  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AI6950
 AI6950  HORZ ORDER  -  FIRST
 AI6950  ELLP ORDER  -  FOURTH    CLASS I
 AI6950
 AI6950.The horizontal coordinates were established by GPS observations
 AI6950.and adjusted by the National Geodetic Survey in July 2000..
 AI6950
 AI6950 ** The orthometric height has not been validated since last determined
 AI6950 ** by differential leveling and should not be used for control purposes.
 AI6950 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6950 ** area with valid NAVD 88 orthometric heights.
 AI6950 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6950 ** epoch indicated which incorporates improved geoid heights for the
 AI6950 ** Southern Louisiana Subsidence area.
 AI6950 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6950.The orthometric height was determined by GPS observations and a
 AI6950.high-resolution geoid model.
 AI6950
 AI6950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6950
 AI6950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6950
 AI6950.The ellipsoidal height was determined by GPS observations
 AI6950.and is referenced to NAD 83.
 AI6950
 AI6950.The geoid height was determined by GEOID03.
 AI6950
 AI6950;                    North         East     Units Scale Factor Converg.
 AI6950;SPC LA S     -   134,204.249 1,008,820.306   MT  0.99993849   +0 02 44.1
 AI6950;SPC LA S     -   440,301.77  3,309,771.29   sFT  0.99993849   +0 02 44.1
 AI6950;UTM  15      - 3,288,023.307   670,041.317   MT  0.99995676   +0 52 17.1
 AI6950
 AI6950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6950!SPC LA S     -   1.00000382  x   0.99993849  =   0.99994231
 AI6950!UTM  15      -   1.00000382  x   0.99995676  =   0.99996058
 AI6950
 AI6950                          SUPERSEDED SURVEY CONTROL
 AI6950
 AI6950  ELLIP H (07/31/00)  -24.30   (m)                       GP(       ) 4 1
 AI6950
 AI6950.Superseded values are not recommended for survey control.
 AI6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6950.See file dsdata.txt to determine how the superseded data were derived.
 AI6950
 AI6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7004188023(NAD 83)
 AI6950_MARKER: DD = SURVEY DISK
 AI6950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6950_STAMPING: MON L059 1999
 AI6950_MARK LOGO: LA-101
 AI6950_PROJECTION: FLUSH
 AI6950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6950+STABILITY: SURFACE MOTION
 AI6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6950+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6950
 AI6950  HISTORY     - Date     Condition        Report By
 AI6950  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6950
 AI6950                          STATION DESCRIPTION
 AI6950
 AI6950'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6950'DESCRIBED BY CDS MUERY SERVICES, IMC.
 AI6950'THE STATION IS LOCATED ABOUT 1.5 MI NORTHWEST OF BERWICK AT THE
 AI6950'NORTHWEST CORNER OF LA 182 AND PATTI DRIVE. THE MONUMENT IS 37.6 FT
 AI6950'WEST OF THE CENTERLINE OF PATTI DRIVE, 32.5 FT NORTH OF THE CENTERLINE
 AI6950'OF LA 182, 62.6 FT EAST OF USCGS Y-167,1955 BRASS BENCHMARK SET IN THE
 AI6950'EAST END OF A CONCRETE CULVERT HEADWALL, 153.8 FT SOUTHWEST OF USCGS
 AI6950'U-200,1964 METAL BENCHMARK DISK SET ON A VERTICAL ROD AT SOUTH
 AI6950'ENTRANCE TO BERWICK WATER TREATMENT PLANT DISTRICT 2, 4.4 FT NORTHEAST
 AI6950'OF AN ORANGE CARSONITE FIBERGLASS WITNESS POST AND SET FLUSH WITH THE
 AI6950'GROUND.
 AI6950' 
 AI6950'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3435 ***********************************************************************
 AU3435  DESIGNATION -  L05A
 AU3435  PID         -  AU3435
 AU3435  STATE/COUNTY-  LA/ST MARY
 AU3435  USGS QUAD   -  MORGAN CITY (1994)
 AU3435
 AU3435                         *CURRENT SURVEY CONTROL
 AU3435  ___________________________________________________________________
 AU3435* NAD 83(1992)-  29 42 30.23290(N)    091 12 06.27562(W)     ADJUSTED  
 AU3435* NAVD 88     -         0.2  **(meters)       1.   **(feet)  VERTCON   
 AU3435  **This station is located in a subsidence area (see below).
 AU3435  ___________________________________________________________________
 AU3435  X           -    -116,280.230 (meters)                     COMP
 AU3435  Y           -  -5,543,105.441 (meters)                     COMP
 AU3435  Z           -   3,142,326.457 (meters)                     COMP
 AU3435  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU3435  ELLIP HEIGHT-         -25.83  (meters)          (06/26/02) GPS OBS
 AU3435  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AU3435
 AU3435  HORZ ORDER  -  SECOND
 AU3435  ELLP ORDER  -  FOURTH    CLASS II
 AU3435
 AU3435.The horizontal coordinates were established by GPS observations
 AU3435.and adjusted by the National Geodetic Survey in January 1993..
 AU3435
 AU3435 ** The orthometric height has not been validated since last determined
 AU3435 ** by differential leveling and should not be used for control purposes.
 AU3435 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3435 ** area with valid NAVD 88 orthometric heights.
 AU3435 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3435 ** epoch indicated which incorporates improved geoid heights for the
 AU3435 ** Southern Louisiana Subsidence area.
 AU3435 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3435
 AU3435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3435
 AU3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3435
 AU3435.The ellipsoidal height was determined by GPS observations
 AU3435.and is referenced to NAD 83.
 AU3435
 AU3435.The geoid height was determined by GEOID03.
 AU3435
 AU3435;                    North         East     Units Scale Factor Converg.
 AU3435;SPC LA S     -   133,951.908 1,012,732.812   MT  0.99993869   +0 03 56.9
 AU3435;SPC LA S     -   439,473.88  3,322,607.57   sFT  0.99993869   +0 03 56.9
 AU3435;UTM  15      - 3,287,827.372   673,957.156   MT  0.99997338   +0 53 29.1
 AU3435
 AU3435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3435!SPC LA S     -   1.00000406  x   0.99993869  =   0.99994275
 AU3435!UTM  15      -   1.00000406  x   0.99997338  =   0.99997744
 AU3435
 AU3435                          SUPERSEDED SURVEY CONTROL
 AU3435
 AU3435  ELLIP H (01/21/93)  -25.70   (m)                       GP(       ) 4 2
 AU3435  NAD 83(1986)-  29 42 30.25570(N)    091 12 06.27260(W) AD(       ) 2
 AU3435  NGVD 29 (11/27/91)    0.3    (m)            1.     (f) GPS OBS        
 AU3435
 AU3435.Superseded values are not recommended for survey control.
 AU3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3435.See file dsdata.txt to determine how the superseded data were derived.
 AU3435
 AU3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7395787827(NAD 83)
 AU3435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3435_SP_SET: CONCRETE POST
 AU3435_STAMPING: L05A 1990
 AU3435_MARK LOGO: LA-101
 AU3435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3435+STABILITY: SURFACE MOTION
 AU3435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3435+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3435
 AU3435  HISTORY     - Date     Condition        Report By
 AU3435  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3435
 AU3435                          STATION DESCRIPTION
 AU3435
 AU3435'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3435'THE MONUMENT IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION
 AU3435'OF MAPLE STREET AND PINE STREET, IN MORGAN CITY,LA. AT THE NORTHWEST
 AU3435'CORNER OF THE SIDEWALK AND DRIVEWAY TO THE LAKEWOOD HOSPITAL LOADING
 AU3435'DOCK AREA.
 AU3435'THE MONUMENT IS 29.8 FEET SOUTHEAST OF THE CENTERLINE OF PINE STREET,
 AU3435'AND 14.0 EAST OF THE CENTERLINE OF THE LAKEWOOD HOSPITAL CONCRETE
 AU3435'DRIVEWAY. THE MONUMENT IS AN ALUMINUM DISK SET IN A CONCRET POST
 AU3435'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6939 ***********************************************************************
 AI6939  DESIGNATION -  L060
 AI6939  PID         -  AI6939
 AI6939  STATE/COUNTY-  LA/ST MARY
 AI6939  USGS QUAD   -  MORGAN CITY (1994)
 AI6939
 AI6939                         *CURRENT SURVEY CONTROL
 AI6939  ___________________________________________________________________
 AI6939* NAD 83(1992)-  29 40 49.93944(N)    091 13 25.93478(W)     ADJUSTED  
 AI6939* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AI6939  **This station is located in a subsidence area (see below).
 AI6939  ___________________________________________________________________
 AI6939  X           -    -118,453.656 (meters)                     COMP
 AI6939  Y           -  -5,544,590.527 (meters)                     COMP
 AI6939  Z           -   3,139,644.435 (meters)                     COMP
 AI6939  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AI6939  ELLIP HEIGHT-         -24.70  (meters)          (02/20/02) GPS OBS
 AI6939  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AI6939
 AI6939  HORZ ORDER  -  FIRST
 AI6939  ELLP ORDER  -  FOURTH    CLASS I
 AI6939
 AI6939.The horizontal coordinates were established by GPS observations
 AI6939.and adjusted by the National Geodetic Survey in July 2000..
 AI6939
 AI6939 ** The orthometric height has not been validated since last determined
 AI6939 ** by differential leveling and should not be used for control purposes.
 AI6939 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6939 ** area with valid NAVD 88 orthometric heights.
 AI6939 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6939 ** epoch indicated which incorporates improved geoid heights for the
 AI6939 ** Southern Louisiana Subsidence area.
 AI6939 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6939.The orthometric height was determined by GPS observations and a
 AI6939.high-resolution geoid model.
 AI6939
 AI6939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6939
 AI6939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6939
 AI6939.The ellipsoidal height was determined by GPS observations
 AI6939.and is referenced to NAD 83.
 AI6939
 AI6939.The geoid height was determined by GEOID03.
 AI6939
 AI6939;                    North         East     Units Scale Factor Converg.
 AI6939;SPC LA S     -   130,861.715 1,010,594.675   MT  0.99994127   +0 03 17.0
 AI6939;SPC LA S     -   429,335.48  3,315,592.70   sFT  0.99994127   +0 03 17.0
 AI6939;UTM  15      - 3,284,706.612   671,863.690   MT  0.99996445   +0 52 46.9
 AI6939
 AI6939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6939!SPC LA S     -   1.00000388  x   0.99994127  =   0.99994515
 AI6939!UTM  15      -   1.00000388  x   0.99996445  =   0.99996833
 AI6939
 AI6939:                Primary Azimuth Mark                     Grid Az
 AI6939:SPC LA S     -  COE 93 13A                               034 19 46.0
 AI6939:UTM  15      -  COE 93 13A                               033 30 16.1
 AI6939
 AI6939|---------------------------------------------------------------------|
 AI6939| PID    Reference Object                     Distance      Geod. Az  |
 AI6939|                                                           dddmmss.s |
 AI6939| AI6954 COE 93 13A                          APPROX. 0.6 KM 0342303.0 |
 AI6939|---------------------------------------------------------------------|
 AI6939
 AI6939                          SUPERSEDED SURVEY CONTROL
 AI6939
 AI6939  ELLIP H (07/31/00)  -24.65   (m)                       GP(       ) 4 1
 AI6939
 AI6939.Superseded values are not recommended for survey control.
 AI6939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6939.See file dsdata.txt to determine how the superseded data were derived.
 AI6939
 AI6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7186484707(NAD 83)
 AI6939_MARKER: DD = SURVEY DISK
 AI6939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6939_STAMPING: MON L060 1999
 AI6939_MARK LOGO: LA-101
 AI6939_PROJECTION: FLUSH
 AI6939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6939+STABILITY: SURFACE MOTION
 AI6939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6939+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6939
 AI6939  HISTORY     - Date     Condition        Report By
 AI6939  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6939
 AI6939                          STATION DESCRIPTION
 AI6939
 AI6939'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6939'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6939'THE STATION IS LOCATED ON THE SOUTH END OF BERWICK. TO REACH THE
 AI6939'MONUMENT FROM THE INTERSECTION OF BURWICK SOUTH ROAD AND RIVER ROAD GO
 AI6939'NORTHEASTERLY ON RIVER ROAD ABOUT 0.6 MI TO THE MONUMENT ON THE LEFT.
 AI6939'THE MONUMENT IS 19.4 FT NORTH OF THE CENTERLINE OF RIVER ROAD, 270 FT
 AI6939'NORTHEAST OF THE CENTERLINE OF ROSE STREET, 53.9 FT SOUTH OF THE
 AI6939'SOUTHWEST CHAINLINK FENCE CORNER OF THE EOTT ENERGY YARD AT 1911 RIVER
 AI6939'ROAD, 1.3 FT SOUTH OF AN ORANGE CARSONITE FIBERGLASS WITNESS POST AND
 AI6939'SET FLUSH WITH THE GROUND.
 AI6939' 
 AI6939'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6940 ***********************************************************************
 AI6940  DESIGNATION -  L061
 AI6940  PID         -  AI6940
 AI6940  STATE/COUNTY-  LA/ST MARY
 AI6940  USGS QUAD   -  MORGAN CITY (1994)
 AI6940
 AI6940                         *CURRENT SURVEY CONTROL
 AI6940  ___________________________________________________________________
 AI6940* NAD 83(1992)-  29 42 34.82479(N)    091 12 28.79777(W)     ADJUSTED  
 AI6940* NAVD 88     -         0.0  **(meters)       0.   **(feet)  GPS OBS   
 AI6940  **This station is located in a subsidence area (see below).
 AI6940  ___________________________________________________________________
 AI6940  X           -    -116,884.007 (meters)                     COMP
 AI6940  Y           -  -5,543,022.655 (meters)                     COMP
 AI6940  Z           -   3,142,449.260 (meters)                     COMP
 AI6940  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AI6940  ELLIP HEIGHT-         -25.83  (meters)          (02/20/02) GPS OBS
 AI6940  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AI6940
 AI6940  HORZ ORDER  -  FIRST
 AI6940  ELLP ORDER  -  FOURTH    CLASS I
 AI6940
 AI6940.The horizontal coordinates were established by GPS observations
 AI6940.and adjusted by the National Geodetic Survey in July 2000..
 AI6940
 AI6940 ** The orthometric height has not been validated since last determined
 AI6940 ** by differential leveling and should not be used for control purposes.
 AI6940 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6940 ** area with valid NAVD 88 orthometric heights.
 AI6940 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6940 ** epoch indicated which incorporates improved geoid heights for the
 AI6940 ** Southern Louisiana Subsidence area.
 AI6940 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6940.The orthometric height was determined by GPS observations and a
 AI6940.high-resolution geoid model.
 AI6940
 AI6940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6940
 AI6940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6940
 AI6940.The ellipsoidal height was determined by GPS observations
 AI6940.and is referenced to NAD 83.
 AI6940
 AI6940.The geoid height was determined by GEOID03.
 AI6940
 AI6940;                    North         East     Units Scale Factor Converg.
 AI6940;SPC LA S     -   134,092.610 1,012,127.305   MT  0.99993858   +0 03 45.6
 AI6940;SPC LA S     -   439,935.50  3,320,621.00   sFT  0.99993858   +0 03 45.6
 AI6940;UTM  15      - 3,287,959.338   673,349.664   MT  0.99997078   +0 53 18.0
 AI6940
 AI6940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6940!SPC LA S     -   1.00000406  x   0.99993858  =   0.99994264
 AI6940!UTM  15      -   1.00000406  x   0.99997078  =   0.99997484
 AI6940
 AI6940                          SUPERSEDED SURVEY CONTROL
 AI6940
 AI6940  ELLIP H (07/31/00)  -25.77   (m)                       GP(       ) 4 1
 AI6940
 AI6940.Superseded values are not recommended for survey control.
 AI6940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6940.See file dsdata.txt to determine how the superseded data were derived.
 AI6940
 AI6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7335087959(NAD 83)
 AI6940_MARKER: DD = SURVEY DISK
 AI6940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6940_STAMPING: MON L061 1999
 AI6940_MARK LOGO: LA-101
 AI6940_PROJECTION: FLUSH
 AI6940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6940+STABILITY: SURFACE MOTION
 AI6940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6940+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6940
 AI6940  HISTORY     - Date     Condition        Report By
 AI6940  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6940
 AI6940                          STATION DESCRIPTION
 AI6940
 AI6940'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6940'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6940'THE STATION IS LOCATED IN MORGAN CITY AT THE NORTH CORNER OF THE
 AI6940'ONSTEAD AND SIXTH STREET INTERSECTION. THE MONUMENT IS 23 FT NORTHWEST
 AI6940'OF THE CENTERLINE OF ONSTEAD, 22 FT NORTHEAST OF THE CENTERLINE OF
 AI6940'SIXTH STREET, 13.2 FT SOUTH OF CORNER OF CONCRETE SIDEWALK
 AI6940'INTERSECTION, 9.7 FT EAST OF SIDEWALK AND BACK OF CURB INTERSECTION
 AI6940'AND SET FLUSH WITH THE GROUND.
 AI6940'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6941 ***********************************************************************
 AI6941  DESIGNATION -  L062
 AI6941  PID         -  AI6941
 AI6941  STATE/COUNTY-  LA/ST MARY
 AI6941  USGS QUAD   -  MORGAN CITY (1994)
 AI6941
 AI6941                         *CURRENT SURVEY CONTROL
 AI6941  ___________________________________________________________________
 AI6941* NAD 83(1992)-  29 42 15.58523(N)    091 11 43.30211(W)     ADJUSTED  
 AI6941* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AI6941  **This station is located in a subsidence area (see below).
 AI6941  ___________________________________________________________________
 AI6941  X           -    -115,667.535 (meters)                     COMP
 AI6941  Y           -  -5,543,343.088 (meters)                     COMP
 AI6941  Z           -   3,141,935.445 (meters)                     COMP
 AI6941  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AI6941  ELLIP HEIGHT-         -24.36  (meters)          (02/20/02) GPS OBS
 AI6941  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AI6941
 AI6941  HORZ ORDER  -  FIRST
 AI6941  ELLP ORDER  -  FOURTH    CLASS I
 AI6941
 AI6941.The horizontal coordinates were established by GPS observations
 AI6941.and adjusted by the National Geodetic Survey in July 2000..
 AI6941
 AI6941 ** The orthometric height has not been validated since last determined
 AI6941 ** by differential leveling and should not be used for control purposes.
 AI6941 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6941 ** area with valid NAVD 88 orthometric heights.
 AI6941 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6941 ** epoch indicated which incorporates improved geoid heights for the
 AI6941 ** Southern Louisiana Subsidence area.
 AI6941 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6941.The orthometric height was determined by GPS observations and a
 AI6941.high-resolution geoid model.
 AI6941
 AI6941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6941
 AI6941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6941
 AI6941.The ellipsoidal height was determined by GPS observations
 AI6941.and is referenced to NAD 83.
 AI6941
 AI6941.The geoid height was determined by GEOID03.
 AI6941
 AI6941;                    North         East     Units Scale Factor Converg.
 AI6941;SPC LA S     -   133,501.646 1,013,350.839   MT  0.99993905   +0 04 08.4
 AI6941;SPC LA S     -   437,996.65  3,324,635.21   sFT  0.99993905   +0 04 08.4
 AI6941;UTM  15      - 3,287,386.045   674,581.629   MT  0.99997607   +0 53 40.1
 AI6941
 AI6941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6941!SPC LA S     -   1.00000383  x   0.99993905  =   0.99994288
 AI6941!UTM  15      -   1.00000383  x   0.99997607  =   0.99997990
 AI6941
 AI6941                          SUPERSEDED SURVEY CONTROL
 AI6941
 AI6941  ELLIP H (07/31/00)  -24.30   (m)                       GP(       ) 4 1
 AI6941
 AI6941.Superseded values are not recommended for survey control.
 AI6941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6941.See file dsdata.txt to determine how the superseded data were derived.
 AI6941
 AI6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7458287386(NAD 83)
 AI6941_MARKER: DD = SURVEY DISK
 AI6941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6941_STAMPING: MON L062 1999
 AI6941_MARK LOGO: LA-101
 AI6941_PROJECTION: FLUSH
 AI6941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6941+STABILITY: SURFACE MOTION
 AI6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6941+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6941
 AI6941  HISTORY     - Date     Condition        Report By
 AI6941  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6941
 AI6941                          STATION DESCRIPTION
 AI6941
 AI6941'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6941'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6941'THE STATION IS LOCATED IN MORGAN CITY ON THE EAST SIDE OF TOWN AT THE
 AI6941'INTERSECTION OF BRASHEAR STREET AND CANAL LEVEE. TO REACH THE MONUMENT
 AI6941'FROM THE INTERSECTION OF BRASHEAR AND DAVID STREET GO NORTHEAST ON
 AI6941'BRASHEAR ABOUT 200 FT TO THE MONUMENT ON THE LEFT IN THE GRASS MEDIAN
 AI6941'OF BRASHEAR. THE MONUMENT IS 57 FT NORTHWEST OF THE CENTERLINE OF THE
 AI6941'NORTH BOUND LANE OF BRASHEAR, 17 FT SOUTHEAST OF THE CENTERLINE OF THE
 AI6941'SOUTH BOUND LANE OF BRASHEAR, 31 FT SOUTHWEST OF THE CENTERLINE OF THE
 AI6941'LEVEE DIRT ROAD, 85.1 FT EAST OF A STEEL POWER POLE, 96.5 NORTH OF A
 AI6941'FIRE HYDRANT AND SET FLUSH WITH THE GROUND.
 AI6941' 
 AI6941' 
 AI6941'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6951 ***********************************************************************
 AI6951  DESIGNATION -  L063
 AI6951  PID         -  AI6951
 AI6951  STATE/COUNTY-  LA/ST MARY
 AI6951  USGS QUAD   -  AMELIA (1994)
 AI6951
 AI6951                         *CURRENT SURVEY CONTROL
 AI6951  ___________________________________________________________________
 AI6951* NAD 83(1992)-  29 39 36.77087(N)    091 07 11.27411(W)     ADJUSTED  
 AI6951* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AI6951  **This station is located in a subsidence area (see below).
 AI6951  ___________________________________________________________________
 AI6951  X           -    -108,404.041 (meters)                     COMP
 AI6951  Y           -  -5,545,912.026 (meters)                     COMP
 AI6951  Z           -   3,137,687.186 (meters)                     COMP
 AI6951  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI6951  ELLIP HEIGHT-         -24.14  (meters)          (02/20/02) GPS OBS
 AI6951  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AI6951
 AI6951  HORZ ORDER  -  FIRST
 AI6951  ELLP ORDER  -  FOURTH    CLASS I
 AI6951
 AI6951.The horizontal coordinates were established by GPS observations
 AI6951.and adjusted by the National Geodetic Survey in July 2000..
 AI6951
 AI6951 ** The orthometric height has not been validated since last determined
 AI6951 ** by differential leveling and should not be used for control purposes.
 AI6951 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6951 ** area with valid NAVD 88 orthometric heights.
 AI6951 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6951 ** epoch indicated which incorporates improved geoid heights for the
 AI6951 ** Southern Louisiana Subsidence area.
 AI6951 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6951.The orthometric height was determined by GPS observations and a
 AI6951.high-resolution geoid model.
 AI6951
 AI6951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6951
 AI6951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6951
 AI6951.The ellipsoidal height was determined by GPS observations
 AI6951.and is referenced to NAD 83.
 AI6951
 AI6951.The geoid height was determined by GEOID03.
 AI6951
 AI6951;                    North         East     Units Scale Factor Converg.
 AI6951;SPC LA S     -   128,623.126 1,020,671.837   MT  0.99994331   +0 06 24.4
 AI6951;SPC LA S     -   421,991.04  3,348,654.19   sFT  0.99994331   +0 06 24.4
 AI6951;UTM  15      - 3,282,613.160   681,972.464   MT  1.00000859   +0 55 50.5
 AI6951
 AI6951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6951!SPC LA S     -   1.00000379  x   0.99994331  =   0.99994710
 AI6951!UTM  15      -   1.00000379  x   1.00000859  =   1.00001238
 AI6951
 AI6951                          SUPERSEDED SURVEY CONTROL
 AI6951
 AI6951  ELLIP H (07/31/00)  -24.09   (m)                       GP(       ) 4 1
 AI6951
 AI6951.Superseded values are not recommended for survey control.
 AI6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6951.See file dsdata.txt to determine how the superseded data were derived.
 AI6951
 AI6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8197282613(NAD 83)
 AI6951_MARKER: DD = SURVEY DISK
 AI6951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6951_STAMPING: MON L063 1999
 AI6951_MARK LOGO: LA-101
 AI6951_PROJECTION: FLUSH
 AI6951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6951+STABILITY: SURFACE MOTION
 AI6951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6951+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6951
 AI6951  HISTORY     - Date     Condition        Report By
 AI6951  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6951
 AI6951                          STATION DESCRIPTION
 AI6951
 AI6951'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6951'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6951'THE STATION IS LOCATED WEST OF AMELIA AND ON THE SOUTHEAST EDGE OF
 AI6951'ENGLEWOOD, SOUTHEAST OF THE LA 182 AND DUTTON BYPASS ROAD
 AI6951'INTERSECTION.
 AI6951'THE MONUMENT IS ABOUT 300 FT EAST OF DUTTON BYPASS ROAD, 95 FT SOUTH
 AI6951'OF THE CENTERLINE OF LA 182, 15 FT SOUTH OF THE CENTERLINE OF AN OLD
 AI6951'ACCESS ROAD THAT PARALLELS LA 182, 67 FT SOUTHWEST OF A POWER POLE AND
 AI6951'SET FLUSH WITH THE GROUND.
 AI6951'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6952 ***********************************************************************
 AI6952  DESIGNATION -  L064
 AI6952  PID         -  AI6952
 AI6952  STATE/COUNTY-  LA/ST MARY
 AI6952  USGS QUAD   -  AMELIA (1994)
 AI6952
 AI6952                         *CURRENT SURVEY CONTROL
 AI6952  ___________________________________________________________________
 AI6952* NAD 83(1992)-  29 38 48.32829(N)    091 06 58.00737(W)     ADJUSTED  
 AI6952* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AI6952  **This station is located in a subsidence area (see below).
 AI6952  ___________________________________________________________________
 AI6952  X           -    -108,061.728 (meters)                     COMP
 AI6952  Y           -  -5,546,657.826 (meters)                     COMP
 AI6952  Z           -   3,136,391.535 (meters)                     COMP
 AI6952  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AI6952  ELLIP HEIGHT-         -22.97  (meters)          (02/20/02) GPS OBS
 AI6952  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AI6952
 AI6952  HORZ ORDER  -  FIRST
 AI6952  ELLP ORDER  -  FOURTH    CLASS I
 AI6952
 AI6952.The horizontal coordinates were established by GPS observations
 AI6952.and adjusted by the National Geodetic Survey in July 2000..
 AI6952
 AI6952 ** The orthometric height has not been validated since last determined
 AI6952 ** by differential leveling and should not be used for control purposes.
 AI6952 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6952 ** area with valid NAVD 88 orthometric heights.
 AI6952 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6952 ** epoch indicated which incorporates improved geoid heights for the
 AI6952 ** Southern Louisiana Subsidence area.
 AI6952 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6952.The orthometric height was determined by GPS observations and a
 AI6952.high-resolution geoid model.
 AI6952
 AI6952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6952
 AI6952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6952
 AI6952.The ellipsoidal height was determined by GPS observations
 AI6952.and is referenced to NAD 83.
 AI6952
 AI6952.The geoid height was determined by GEOID03.
 AI6952
 AI6952;                    North         East     Units Scale Factor Converg.
 AI6952;SPC LA S     -   127,132.301 1,021,031.420   MT  0.99994472   +0 06 31.0
 AI6952;SPC LA S     -   417,099.89  3,349,833.92   sFT  0.99994472   +0 06 31.0
 AI6952;UTM  15      - 3,281,127.561   682,353.468   MT  1.00001030   +0 55 55.6
 AI6952
 AI6952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6952!SPC LA S     -   1.00000361  x   0.99994472  =   0.99994833
 AI6952!UTM  15      -   1.00000361  x   1.00001030  =   1.00001391
 AI6952
 AI6952                          SUPERSEDED SURVEY CONTROL
 AI6952
 AI6952  ELLIP H (07/31/00)  -22.91   (m)                       GP(       ) 4 1
 AI6952
 AI6952.Superseded values are not recommended for survey control.
 AI6952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6952.See file dsdata.txt to determine how the superseded data were derived.
 AI6952
 AI6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8235381128(NAD 83)
 AI6952_MARKER: DD = SURVEY DISK
 AI6952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6952_STAMPING: MON L064 1999
 AI6952_MARK LOGO: LA-101
 AI6952_PROJECTION: FLUSH
 AI6952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6952+STABILITY: SURFACE MOTION
 AI6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6952+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6952
 AI6952  HISTORY     - Date     Condition        Report By
 AI6952  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6952
 AI6952                          STATION DESCRIPTION
 AI6952
 AI6952'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6952'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6952'THE STATION IS IN AMELIA ON THE SOUTH SIDE OF TOWN ON THE NORTH SIDE
 AI6952'OF FORD INDUSTRIAL ROAD AND DEGRAVELLE ROAD INTERSECTION. THE MONUMENT
 AI6952'IS 22.6 FT NORTHWEST OF THE CENTERLINE OF DEGRAVELLE ROAD, 24.6 FT
 AI6952'NORTHEAST OF THE CENTERLINE OF FORD INDUSTRIAL ROAD, 47.5 FT NORTHEAST
 AI6952'OF A POWER POLE WITH TRANSFORMER ON THE SOUTH SIDE OF FORD INDUSTRIAL
 AI6952'ROAD, 67.8 FT NORTHWEST OF A POWER POLE ON THE EAST SIDE OF DEGRAVELLE
 AI6952'ROAD AND SET FLUSH WITH THE GROUND IN THE GRASS TRAFFIC MEDIAN.
 AI6952' 
 AI6952'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6953 ***********************************************************************
 AI6953  DESIGNATION -  L065
 AI6953  PID         -  AI6953
 AI6953  STATE/COUNTY-  LA/ST MARY
 AI6953  USGS QUAD   -  AMELIA (1994)
 AI6953
 AI6953                         *CURRENT SURVEY CONTROL
 AI6953  ___________________________________________________________________
 AI6953* NAD 83(1992)-  29 39 06.52663(N)    091 06 23.42811(W)     ADJUSTED  
 AI6953* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AI6953  **This station is located in a subsidence area (see below).
 AI6953  ___________________________________________________________________
 AI6953  X           -    -107,126.486 (meters)                     COMP
 AI6953  Y           -  -5,546,397.793 (meters)                     COMP
 AI6953  Z           -   3,136,877.978 (meters)                     COMP
 AI6953  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AI6953  ELLIP HEIGHT-         -24.04  (meters)          (02/20/02) GPS OBS
 AI6953  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AI6953
 AI6953  HORZ ORDER  -  FIRST
 AI6953  ELLP ORDER  -  FOURTH    CLASS I
 AI6953
 AI6953.The horizontal coordinates were established by GPS observations
 AI6953.and adjusted by the National Geodetic Survey in July 2000..
 AI6953
 AI6953 ** The orthometric height has not been validated since last determined
 AI6953 ** by differential leveling and should not be used for control purposes.
 AI6953 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6953 ** area with valid NAVD 88 orthometric heights.
 AI6953 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6953 ** epoch indicated which incorporates improved geoid heights for the
 AI6953 ** Southern Louisiana Subsidence area.
 AI6953 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6953.The orthometric height was determined by GPS observations and a
 AI6953.high-resolution geoid model.
 AI6953
 AI6953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6953
 AI6953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6953
 AI6953.The ellipsoidal height was determined by GPS observations
 AI6953.and is referenced to NAD 83.
 AI6953
 AI6953.The geoid height was determined by GEOID03.
 AI6953
 AI6953;                    North         East     Units Scale Factor Converg.
 AI6953;SPC LA S     -   127,694.410 1,021,960.307   MT  0.99994418   +0 06 48.3
 AI6953;SPC LA S     -   418,944.08  3,352,881.44   sFT  0.99994418   +0 06 48.3
 AI6953;UTM  15      - 3,281,703.003   683,274.242   MT  1.00001446   +0 56 13.3
 AI6953
 AI6953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6953!SPC LA S     -   1.00000378  x   0.99994418  =   0.99994796
 AI6953!UTM  15      -   1.00000378  x   1.00001446  =   1.00001824
 AI6953
 AI6953                          SUPERSEDED SURVEY CONTROL
 AI6953
 AI6953  ELLIP H (07/31/00)  -23.98   (m)                       GP(       ) 4 1
 AI6953
 AI6953.Superseded values are not recommended for survey control.
 AI6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6953.See file dsdata.txt to determine how the superseded data were derived.
 AI6953
 AI6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8327481703(NAD 83)
 AI6953_MARKER: DD = SURVEY DISK
 AI6953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6953_STAMPING: MON L065 1999
 AI6953_MARK LOGO: LA-101
 AI6953_PROJECTION: FLUSH
 AI6953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6953+STABILITY: SURFACE MOTION
 AI6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6953+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6953
 AI6953  HISTORY     - Date     Condition        Report By
 AI6953  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6953
 AI6953                          STATION DESCRIPTION
 AI6953
 AI6953'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6953'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6953'THE STATION IS LOCATED ON THE SOUTH SIDE OF AMELIA. TO REACH THE
 AI6953'STATION FROM THE INTERSECTION OF DEGRAVELLE ROAD AND DUTTON BYPASS
 AI6953'ROAD
 AI6953'GO NORTHEAST ON DEGRAVELLE ROAD FOR 0.5 MI TO THE MONUMENT ON THE
 AI6953'RIGHT. THE MONUMENT IS 30 FT SOUTHEAST OF THE CENTERLINE OF DEGRAVELLE
 AI6953'ROAD, 88.4 FT WEST OF THE CENTERLINE OF ENTRANCE TO THE WEST YARD OF
 AI6953'J. RAY MCDERMOTT AT 539 DEGRAVELLE ROAD, 1 FT NORTH OF AN ORANGE
 AI6953'CARSONITE FIBERGLASS WITNESS POST AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6942 ***********************************************************************
 AI6942  DESIGNATION -  L066
 AI6942  PID         -  AI6942
 AI6942  STATE/COUNTY-  LA/ST MARY
 AI6942  USGS QUAD   -  AMELIA (1994)
 AI6942
 AI6942                         *CURRENT SURVEY CONTROL
 AI6942  ___________________________________________________________________
 AI6942* NAD 83(1992)-  29 41 09.14426(N)    091 06 21.64093(W)     ADJUSTED  
 AI6942* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AI6942  **This station is located in a subsidence area (see below).
 AI6942  ___________________________________________________________________
 AI6942  X           -    -107,042.360 (meters)                     COMP
 AI6942  Y           -  -5,544,530.414 (meters)                     COMP
 AI6942  Z           -   3,140,158.585 (meters)                     COMP
 AI6942  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AI6942  ELLIP HEIGHT-         -23.86  (meters)          (02/20/02) GPS OBS
 AI6942  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AI6942
 AI6942  HORZ ORDER  -  FIRST
 AI6942  ELLP ORDER  -  FOURTH    CLASS I
 AI6942
 AI6942.The horizontal coordinates were established by GPS observations
 AI6942.and adjusted by the National Geodetic Survey in July 2000..
 AI6942
 AI6942 ** The orthometric height has not been validated since last determined
 AI6942 ** by differential leveling and should not be used for control purposes.
 AI6942 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI6942 ** area with valid NAVD 88 orthometric heights.
 AI6942 ** The geoid height was determined by a new realization of GEOID03 for the
 AI6942 ** epoch indicated which incorporates improved geoid heights for the
 AI6942 ** Southern Louisiana Subsidence area.
 AI6942 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI6942.The orthometric height was determined by GPS observations and a
 AI6942.high-resolution geoid model.
 AI6942
 AI6942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6942
 AI6942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6942
 AI6942.The ellipsoidal height was determined by GPS observations
 AI6942.and is referenced to NAD 83.
 AI6942
 AI6942.The geoid height was determined by GEOID03.
 AI6942
 AI6942;                    North         East     Units Scale Factor Converg.
 AI6942;SPC LA S     -   131,469.776 1,022,000.881   MT  0.99994076   +0 06 49.2
 AI6942;SPC LA S     -   431,330.42  3,353,014.56   sFT  0.99994076   +0 06 49.2
 AI6942;UTM  15      - 3,285,478.833   683,260.510   MT  1.00001439   +0 56 17.7
 AI6942
 AI6942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6942!SPC LA S     -   1.00000375  x   0.99994076  =   0.99994451
 AI6942!UTM  15      -   1.00000375  x   1.00001439  =   1.00001814
 AI6942
 AI6942:                Primary Azimuth Mark                     Grid Az
 AI6942:SPC LA S     -  L002                                     085 16 46.0
 AI6942:UTM  15      -  L002                                     084 27 17.5
 AI6942
 AI6942|---------------------------------------------------------------------|
 AI6942| PID    Reference Object                     Distance      Geod. Az  |
 AI6942|                                                           dddmmss.s |
 AI6942| AU3380 L002                                448.639 METERS 0852335.2 |
 AI6942|---------------------------------------------------------------------|
 AI6942
 AI6942                          SUPERSEDED SURVEY CONTROL
 AI6942
 AI6942  ELLIP H (07/31/00)  -23.81   (m)                       GP(       ) 4 1
 AI6942
 AI6942.Superseded values are not recommended for survey control.
 AI6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6942.See file dsdata.txt to determine how the superseded data were derived.
 AI6942
 AI6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8326185479(NAD 83)
 AI6942_MARKER: DD = SURVEY DISK
 AI6942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6942_STAMPING: MON L066 1999
 AI6942_MARK LOGO: LA-101
 AI6942_PROJECTION: FLUSH
 AI6942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6942+STABILITY: SURFACE MOTION
 AI6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6942+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AI6942
 AI6942  HISTORY     - Date     Condition        Report By
 AI6942  HISTORY     - 19991130 MONUMENTED       LA-101
 AI6942
 AI6942                          STATION DESCRIPTION
 AI6942
 AI6942'DESCRIBED BY ST MARY PARISH LOUISIANA 1999 (REG)
 AI6942'DESCRIBED BY CDS MUERY SERVICES, INC.
 AI6942'THE STATION IS LOCATED ON THE NORTH SIDE OF AMELIA AT THE NORTHWEST
 AI6942'CORNER OF THE ENTRANCE TO THE AMELIA COMMUNITY CENTER AND LAKE
 AI6942'PALOURDE BYPASS ROAD. THE MONUMENT IS 52.3 FT NORTHWEST OF THE
 AI6942'CENTERLINE OF LAKE PALOURDE BYPASS ROAD, 31.3 FT NORTHEAST OF THE
 AI6942'CENTERLINE OF THE ENTRANCE ROAD TO THE COMMUNITY CENTER, 23.1 FT SOUTH
 AI6942'OF THE NORTHEAST CHAINLINK FENCE CORNER OF COMMUNITY CENTER, 26.4 FT
 AI6942'SOUTHWEST OF A POWER POLE WITH A LIGHT, 20.5 FT SOUTHEAST OF AN ORANGE
 AI6942'CARSONITE FIBERGLASS WITNESS POST SET ON THE COMMUNITY CENTER EAST
 AI6942'FENCELINE AND SET FLUSH WITH THE GROUND.
 AI6942' 
 AI6942'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3416 ***********************************************************************
 AU3416  DESIGNATION -  L35
 AU3416  PID         -  AU3416
 AU3416  STATE/COUNTY-  LA/ST MARY
 AU3416  USGS QUAD   -  CHARENTON (1980)
 AU3416
 AU3416                         *CURRENT SURVEY CONTROL
 AU3416  ___________________________________________________________________
 AU3416* NAD 83(1992)-  29 52 38.53812(N)    091 32 17.51845(W)     ADJUSTED  
 AU3416* NAVD 88     -         3.6  **(meters)      12.   **(feet)  VERTCON   
 AU3416  **This station is located in a subsidence area (see below).
 AU3416  ___________________________________________________________________
 AU3416  X           -    -148,578.901 (meters)                     COMP
 AU3416  Y           -  -5,533,026.276 (meters)                     COMP
 AU3416  Z           -   3,158,582.660 (meters)                     COMP
 AU3416  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU3416  ELLIP HEIGHT-         -23.04  (meters)          (06/26/02) GPS OBS
 AU3416  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AU3416
 AU3416  HORZ ORDER  -  SECOND
 AU3416  ELLP ORDER  -  FOURTH    CLASS II
 AU3416
 AU3416.The horizontal coordinates were established by GPS observations
 AU3416.and adjusted by the National Geodetic Survey in January 1993..
 AU3416
 AU3416 ** The orthometric height has not been validated since last determined
 AU3416 ** by differential leveling and should not be used for control purposes.
 AU3416 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3416 ** area with valid NAVD 88 orthometric heights.
 AU3416 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3416 ** epoch indicated which incorporates improved geoid heights for the
 AU3416 ** Southern Louisiana Subsidence area.
 AU3416 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3416
 AU3416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3416
 AU3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3416
 AU3416.The ellipsoidal height was determined by GPS observations
 AU3416.and is referenced to NAD 83.
 AU3416
 AU3416.The geoid height was determined by GEOID03.
 AU3416
 AU3416;                    North         East     Units Scale Factor Converg.
 AU3416;SPC LA S     -   152,691.582   980,210.396   MT  0.99992805   -0 06 08.8
 AU3416;SPC LA S     -   500,955.63  3,215,906.94   sFT  0.99992805   -0 06 08.8
 AU3416;UTM  15      - 3,306,094.466   641,168.057   MT  0.99984588   +0 43 41.9
 AU3416
 AU3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3416!SPC LA S     -   1.00000362  x   0.99992805  =   0.99993167
 AU3416!UTM  15      -   1.00000362  x   0.99984588  =   0.99984950
 AU3416
 AU3416                          SUPERSEDED SURVEY CONTROL
 AU3416
 AU3416  ELLIP H (01/21/93)  -22.94   (m)                       GP(       ) 4 2
 AU3416  NAD 83(1986)-  29 52 38.55924(N)    091 32 17.51183(W) AD(       ) 2
 AU3416  NGVD 29 (11/27/91)    3.6    (m)           12.     (f) GPS OBS        
 AU3416
 AU3416.Superseded values are not recommended for survey control.
 AU3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3416.See file dsdata.txt to determine how the superseded data were derived.
 AU3416
 AU3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4116806094(NAD 83)
 AU3416_MARKER: I = METAL ROD
 AU3416_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3416_SP_SET: DRIVEN INTO GROUND
 AU3416_MARK LOGO: GWMSI 
 AU3416_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3416+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AU3416
 AU3416  HISTORY     - Date     Condition        Report By
 AU3416  HISTORY     - 1990     MONUMENTED       GWMSI
 AU3416
 AU3416                          STATION DESCRIPTION
 AU3416
 AU3416'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU3416'THE ROD IS LOCATED ON THE WEST SIDE OF BOBTOWN ROAD, OPPOSITE THE
 AU3416'MT. PLEASANT BAPTIST CHURCH, APPROXIMATELY 0.25 MILES SOUTHEAST OF
 AU3416'THE INTERSECTION OF STATE HIGHWAY 326 AND BOBTOWN ROAD IN CHARENTON,
 AU3416'LA.
 AU3416'THE MONUMENT IS 20.1 FEET WEST OF THE CENTERLINE OF BOBTOWN ROAD,
 AU3416'43.3 FEET SOUTHWEST OF THE SIGH FOR MT. PLEASANT BAPTIST CHURCH AND
 AU3416'133.9 FEET SOUTH OF MONUMENT L035.
 AU3416'THE ROD IS A 5/8 INCH IRON PIN, 18 INCHES LONG, DRIVEN 0.1 FEET BELOW
 AU3416'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2969 ***********************************************************************
 AU2969  DESIGNATION -  LA FOURCHE
 AU2969  PID         -  AU2969
 AU2969  STATE/COUNTY-  LA/LAFOURCHE
 AU2969  USGS QUAD   -  LEEVILLE (1994)
 AU2969
 AU2969                         *CURRENT SURVEY CONTROL
 AU2969  ___________________________________________________________________
 AU2969* NAD 83(1992)-  29 08 44.10743(N)    090 13 25.79103(W)     ADJUSTED  
 AU2969* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2969  **This station is located in a subsidence area (see below).
 AU2969  ___________________________________________________________________
 AU2969  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AU2969  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AU2969
 AU2969  HORZ ORDER  -  SECOND
 AU2969
 AU2969.The horizontal coordinates were established by classical geodetic methods
 AU2969.and adjusted by the National Geodetic Survey in January 1993..
 AU2969
 AU2969 ** The orthometric height has not been validated since last determined
 AU2969 ** by differential leveling and should not be used for control purposes.
 AU2969 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2969 ** area with valid NAVD 88 orthometric heights.
 AU2969 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2969 ** epoch indicated which incorporates improved geoid heights for the
 AU2969 ** Southern Louisiana Subsidence area.
 AU2969 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2969.The orthometric height was scaled from a topographic map.
 AU2969
 AU2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2969
 AU2969.The geoid height was determined by GEOID03.
 AU2969
 AU2969;                    North         East     Units Scale Factor Converg.
 AU2969;SPC LA S     -    72,084.780 1,107,959.105   MT  1.00003627   +0 33 17.2
 AU2969;SPC LA S     -   236,498.15  3,635,029.16   sFT  1.00003627   +0 33 17.2
 AU2969;UTM  15      - 3,227,303.642   770,074.865   MT  1.00050017   +1 21 10.4
 AU2969
 AU2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2969!SPC LA S     -   1.00000376  x   1.00003627  =   1.00004003
 AU2969!UTM  15      -   1.00000376  x   1.00050017  =   1.00050393
 AU2969
 AU2969|---------------------------------------------------------------------|
 AU2969| PID    Reference Object                     Distance      Geod. Az  |
 AU2969|                                                           dddmmss.s |
 AU2969| DD7298 LA FOURCHE RM 1                      18.630 METERS 01839     |
 AU2969| DD7299 LA FOURCHE RM 2                      17.333 METERS 12716     |
 AU2969| AU2983 CALUMET                             APPROX.12.1 KM 2485128.5 |
 AU2969|---------------------------------------------------------------------|
 AU2969
 AU2969                          SUPERSEDED SURVEY CONTROL
 AU2969
 AU2969  NAD 83(1986)-  29 08 44.12324(N)    090 13 25.80287(W) AD(       ) 2
 AU2969  NAD 27      -  29 08 43.30200(N)    090 13 25.51900(W) AD(       ) 2
 AU2969
 AU2969.Superseded values are not recommended for survey control.
 AU2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2969.See file dsdata.txt to determine how the superseded data were derived.
 AU2969
 AU2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7007527304(NAD 83)
 AU2969_MARKER: DS = TRIANGULATION STATION DISK
 AU2969_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2969_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2969
 AU2969  HISTORY     - Date     Condition        Report By
 AU2969  HISTORY     - 1928     MONUMENTED       CGS
 AU2969  HISTORY     - 1949     GOOD             PHILIP
 AU2969  HISTORY     - 1952     GOOD             CGS
 AU2969  HISTORY     - 1965     GOOD             CGS
 AU2969
 AU2969                          STATION DESCRIPTION
 AU2969
 AU2969'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2969'STATION IS ON THE W SIDE OF BAYOU LAFOURCHE, ABOUT 4-1/2 MILES
 AU2969'UPSTREAM FROM PASS FOURCHON, 148 METERS (490 FEET) W OF THE
 AU2969'SHORE OF THE BAYOU ON A RAISED STRIP OF LAND BEHIND A SMALL
 AU2969'POND.
 AU2969'
 AU2969'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU2969'IN CONCRETE IN THE TOP OF TILES.
 AU2969'
 AU2969'REFERENCE MARK NO. 1 IS 18.630 METERS (61.12 FEET) FROM THE
 AU2969'STATION N 18 DEG 39 MIN E.
 AU2969'
 AU2969'REFERENCE MARK NO. 2 IS 17.333 METERS (56.87 FEET) FROM THE
 AU2969'STATION S 52 DEG 44 MIN E.
 AU2969
 AU2969                          STATION RECOVERY (1949)
 AU2969
 AU2969'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1949 (HKE)
 AU2969'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  A 12-FOOT
 AU2969'TOWER HAS BEEN BUILT.
 AU2969
 AU2969                          STATION RECOVERY (1952)
 AU2969
 AU2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2969'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2969'THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND WERE
 AU2969'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS INADEQUATE,
 AU2969'A NEW DESCRIPTION FOLLOWS--
 AU2969'
 AU2969'STATION IS LOCATED ABOUT 7.5 MI. S OF THE LEEVILLE BRIDGE ON
 AU2969'THE W SIDE OF BAYOU LAFOURCHE, 1.4 MI. S OF HAVOLINE CANAL,
 AU2969'WHERE THE SPOIL NEARS THE BAYOU AND THEN PARALLELS IT, 496 FT.
 AU2969'W OF THE W BANK OF THE BAYOU, 116 FT. E OF THE W EDGE OF THE
 AU2969'SPOIL, 42 FT. SW OF THE E EDGE OF THE SPOIL, AND 41.5 FT. W OF A
 AU2969'4- BY 4-IN. WHITE WOODEN WITNESS POST.  IT IS A STANDARD DISK,
 AU2969'STAMPED LA FOURCHE 1928 AND SET IN A CONCRETE-FILLED TILE
 AU2969'PROJECTING 8 IN. ABOVE THE GROUND.
 AU2969'
 AU2969'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LA FOURCHE 1928 R.M.
 AU2969'1 AND SET IN A CONCRETE-FILLED TILE PROJECTING 2 IN. ABOVE THE
 AU2969'GROUND.
 AU2969'
 AU2969'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LA FOURCHE 1928
 AU2969'R.M. 2 AND SET IN CONCRETE-FILLED TILE PROJECTING 2 IN. ABOVE THE
 AU2969'GROUND.
 AU2969
 AU2969                          STATION RECOVERY (1965)
 AU2969
 AU2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU2969'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 AU2969'CONDITION.  REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 AU2969'FOUND.
 AU2969'
 AU2969'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3195 ***********************************************************************
 AU3195  DESIGNATION -  LA PLENE PLANTATION SUGAR TANK
 AU3195  PID         -  AU3195
 AU3195  STATE/COUNTY-  LA/LAFOURCHE
 AU3195  USGS QUAD   -  THIBODAUX (1983)
 AU3195
 AU3195                         *CURRENT SURVEY CONTROL
 AU3195  ___________________________________________________________________
 AU3195* NAD 83(1992)-  29 48 52.53545(N)    090 46 17.49601(W)     ADJUSTED  
 AU3195* NAVD 88     -                                                        
 AU3195  **This station is located in a subsidence area (see below).
 AU3195  ___________________________________________________________________
 AU3195  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AU3195  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AU3195
 AU3195  HORZ ORDER  -  THIRD
 AU3195
 AU3195.The horizontal coordinates were established by classical geodetic methods
 AU3195.and adjusted by the National Geodetic Survey in January 1993..
 AU3195
 AU3195 ** The orthometric height has not been validated since last determined
 AU3195 ** by differential leveling and should not be used for control purposes.
 AU3195 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3195 ** area with valid NAVD 88 orthometric heights.
 AU3195 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3195 ** epoch indicated which incorporates improved geoid heights for the
 AU3195 ** Southern Louisiana Subsidence area.
 AU3195 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3195
 AU3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3195
 AU3195.The geoid height was determined by GEOID03.
 AU3195
 AU3195;                    North         East     Units Scale Factor Converg.
 AU3195;SPC LA S     -   145,848.512 1,054,303.150   MT  0.99993100   +0 16 51.3
 AU3195;SPC LA S     -   478,504.66  3,458,992.92   sFT  0.99993100   +0 16 51.3
 AU3195;UTM  15      - 3,300,324.017   715,357.156   MT  1.00017226   +1 06 30.3
 AU3195
 AU3195                          SUPERSEDED SURVEY CONTROL
 AU3195
 AU3195  NAD 83(1986)-  29 48 52.55543(N)    090 46 17.49723(W) AD(       ) 4
 AU3195  NAD 27      -  29 48 51.81099(N)    090 46 17.16831(W) AD(       ) 3
 AU3195
 AU3195.Superseded values are not recommended for survey control.
 AU3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3195.See file dsdata.txt to determine how the superseded data were derived.
 AU3195
 AU3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1535700324(NAD 83)
 AU3195_MARKER: 51 = TANK
 AU3195
 AU3195  HISTORY     - Date     Condition        Report By
 AU3195  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU3195
 AU3195                          STATION DESCRIPTION
 AU3195
 AU3195'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1478 ***********************************************************************
 DL1478  DESIGNATION -  LAAR
 DL1478  PID         -  DL1478
 DL1478  STATE/COUNTY-  LA/CLAIBORNE
 DL1478  USGS QUAD   -  EMERSON SE (1971)
 DL1478
 DL1478                         *CURRENT SURVEY CONTROL
 DL1478  ___________________________________________________________________
 DL1478* NAD 83(1992)-  33 01 00.37983(N)    093 06 22.37812(W)     ADJUSTED  
 DL1478* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 DL1478  ___________________________________________________________________
 DL1478  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DL1478  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DL1478
 DL1478  HORZ ORDER  -  FIRST
 DL1478
 DL1478.The horizontal coordinates were established by classical geodetic methods
 DL1478.and adjusted by the National Geodetic Survey in September 1999..
 DL1478
 DL1478.The orthometric height was scaled from a topographic map.
 DL1478
 DL1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1478
 DL1478.The geoid height was determined by GEOID03.
 DL1478
 DL1478;                    North         East     Units Scale Factor Converg.
 DL1478;SPC LA N     -   279,224.431   943,352.585   MT  1.00009860   -0 19 13.8
 DL1478;SPC LA N     -   916,088.82  3,094,982.61   sFT  1.00009860   -0 19 13.8
 DL1478;SPC AR S     -   439,390.996   296,634.385   MT  1.00007485   -0 37 08.9
 DL1478;SPC AR S     - 1,441,568.63    973,207.98   sFT  1.00007485   -0 37 08.9
 DL1478;UTM  15      - 3,653,151.322   490,079.606   MT  0.99960121   -0 03 28.4
 DL1478
 DL1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1478!SPC LA N     -   0.99998889  x   1.00009860  =   1.00008749
 DL1478!SPC AR S     -   0.99998889  x   1.00007485  =   1.00006374
 DL1478!UTM  15      -   0.99998889  x   0.99960121  =   0.99959010
 DL1478
 DL1478|---------------------------------------------------------------------|
 DL1478| PID    Reference Object                     Distance      Geod. Az  |
 DL1478|                                                           dddmmss.s |
 DL1478| CX6616 LAAR RM 1                            28.325 METERS 03030     |
 DL1478| DL1476 LOOKOUT TOWER 88 AFC                APPROX.12.7 KM 0330621.9 |
 DL1478| DL1477 HAYES                               APPROX. 9.5 KM 0625732.9 |
 DL1478| CX6615 LAAR AZ MK                                         1582255.8 |
 DL1478| CX6617 LAAR RM 2                            34.552 METERS 27212     |
 DL1478|---------------------------------------------------------------------|
 DL1478
 DL1478                          SUPERSEDED SURVEY CONTROL
 DL1478
 DL1478  NAD 83(1992)-  33 01 00.39182(N)    093 06 22.37312(W) AD(       ) 1
 DL1478  NAD 83(1986)-  33 01 00.39199(N)    093 06 22.36832(W) AD(       ) 1
 DL1478  NAD 27      -  33 00 59.89000(N)    093 06 21.78600(W) AD(       ) 1
 DL1478
 DL1478.Superseded values are not recommended for survey control.
 DL1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1478.See file dsdata.txt to determine how the superseded data were derived.
 DL1478
 DL1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9008053151(NAD 83)
 DL1478_MARKER: DS = TRIANGULATION STATION DISK
 DL1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1478
 DL1478  HISTORY     - Date     Condition        Report By
 DL1478  HISTORY     - 1941     MONUMENTED       CGS
 DL1478  HISTORY     - 1946     GOOD             CGS
 DL1478  HISTORY     - 1974     GOOD             AMOCO
 DL1478
 DL1478                          STATION DESCRIPTION
 DL1478
 DL1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 DL1478'STATION IS 5 MILES NNE OF HAYNESVILLE, LOUISIANA, ON THE NE END OF
 DL1478'A TIMBERED RIDGE, NOT THE HIGHEST POINT, ABOUT 50 YARDS S OF THE
 DL1478'ARKANSAS-LOUISIANA STATE LINE, 1/4 MILE N OF THE HOME OF MR. C.M.
 DL1478'SMITH ON HIS PROPERTY, IN THE NE 1/4 OF SECTION 5, T 23 N, R 7 W.
 DL1478'
 DL1478'STATION MARK IS ON THE NE END OF A LOW WOODED RIDGE, 58 FEET
 DL1478'S OF THE CENTER LINE OF AN E-W WOODS ROAD, 21 FEET E OF THE
 DL1478'CENTER LINE OF A N-S WOODS ROAD, 24 FEET S OF THE CENTER OF AN
 DL1478'E AND W WASH, IS STAMPED LAAR 1941 AND PROJECTS 6 INCHES.
 DL1478'
 DL1478'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DL1478'BRONZE DISKS SET IN CONCRETE.
 DL1478'
 DL1478'REFERENCE MARK NO. 1 IS 35 FEET N OF THE CENTER LINE OF THE E-W
 DL1478'TRAIL, ABOUT LEVEL WITH THE STATION, IS STAMPED LAAR NO. 1 1941,
 DL1478'AND PROJECTS 8 INCHES.
 DL1478'
 DL1478'REFERENCE MARK NO. 2 IS 94 FEET S OF THE CENTER LINE OF THE E-W
 DL1478'TRAIL, 92 FEET W OF THE CENTER LINE OF THE N-S TRAIL, 50 FEET S OF
 DL1478'THE CENTER OF THE E-W WASH, ABOUT LEVEL WITH THE STATION, IS
 DL1478'STAMPED LAAR NO. 2 1941, AND PROJECTS 6 INCHES.
 DL1478'
 DL1478'AZIMUTH MARK IS 0.4 MILE SSE OF THE STATION, 79 FEET W BY S
 DL1478'OF THE SW CORNER OF A YARD FENCE, 20 FEET E OF THE CENTER LINE OF
 DL1478'THE ROAD TO THE STATION, 19 FEET S OF THE CENTER LINE OF THE
 DL1478'FARM ENTRANCE LANE, 3 FEET SE OF WHITE REFERENCE POST, IS STAMPED
 DL1478'LAAR 1941, AND PROJECTS 6 INCHES.
 DL1478'
 DL1478'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 79 AND LOUISIANA STATE
 DL1478'HIGHWAY 70 IN HAYNESVILLE, GO E ON STATE HIGHWAY 70 FOR 1.0
 DL1478'MILE AND TURN LEFT, N, OFF THE HIGHWAY, GO 3.55 MILES TO THE
 DL1478'AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD, CONTINUE 0.25 MILE
 DL1478'AND KEEP STRAIGHT AHEAD ON SIDE ROAD WHERE THE MAIN ROAD TURNS
 DL1478'RIGHT, GO 0.1 MILE AND TURN LEFT ON DIM WOODS TRAIL, GO 0.05
 DL1478'MILE UPHILL TO TOP OF RIDGE AND THE STATION.
 DL1478'
 DL1478'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DL1478
 DL1478                          STATION RECOVERY (1946)
 DL1478
 DL1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RFS)
 DL1478'DESCRIPTION OF STATION VERY GOOD.
 DL1478
 DL1478                          STATION RECOVERY (1974)
 DL1478
 DL1478'RECOVERY NOTE BY AMOCO OIL COMPANY 1974 (LCC)
 DL1478'STATION MARK-GOOD CONDITION-PROJECTS 4 INCHES
 DL1478'
 DL1478'REF. MARK NO 1-GOOD CONDITION-PROJECTS 4 INCHES
 DL1478'
 DL1478'REF MARK NO 2-GOOD CONDITION-PROJECTS 6 INCHES
 DL1478'
 DL1478'AZ MK-GONE RESIDENT AT HOUSE SAID MAN LOST TO DITCH OF NEW
 DL1478'TO HWY 807
 DL1478'
 DL1478'DESC GENERALLY GOOD WITH THE EXCEPTION OF THE ROAD NORTH 3.55
 DL1478'MILES IS NOW LA HWY 807
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3222 ***********************************************************************
 AU3222  DESIGNATION -  LABADIEVILLE WHITE CATHOLIC CH
 AU3222  PID         -  AU3222
 AU3222  STATE/COUNTY-  LA/ASSUMPTION
 AU3222  USGS QUAD   -  LABADIEVILLE (1980)
 AU3222
 AU3222                         *CURRENT SURVEY CONTROL
 AU3222  ___________________________________________________________________
 AU3222* NAD 83(1992)-  29 50 21.51356(N)    090 57 17.60194(W)     ADJUSTED  
 AU3222* NAVD 88     -                                                        
 AU3222  **This station is located in a subsidence area (see below).
 AU3222  ___________________________________________________________________
 AU3222  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3222  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AU3222
 AU3222  HORZ ORDER  -  THIRD
 AU3222
 AU3222.The horizontal coordinates were established by classical geodetic methods
 AU3222.and adjusted by the National Geodetic Survey in January 1993..
 AU3222
 AU3222 ** The orthometric height has not been validated since last determined
 AU3222 ** by differential leveling and should not be used for control purposes.
 AU3222 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3222 ** area with valid NAVD 88 orthometric heights.
 AU3222 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3222 ** epoch indicated which incorporates improved geoid heights for the
 AU3222 ** Southern Louisiana Subsidence area.
 AU3222 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3222
 AU3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3222
 AU3222.The geoid height was determined by GEOID03.
 AU3222
 AU3222;                    North         East     Units Scale Factor Converg.
 AU3222;SPC LA S     -   148,515.365 1,036,570.691   MT  0.99992970   +0 11 21.2
 AU3222;SPC LA S     -   487,254.16  3,400,815.68   sFT  0.99992970   +0 11 21.2
 AU3222;UTM  15      - 3,302,734.782   697,584.523   MT  1.00008170   +1 01 04.5
 AU3222
 AU3222                          SUPERSEDED SURVEY CONTROL
 AU3222
 AU3222  NAD 83(1986)-  29 50 21.53422(N)    090 57 17.60253(W) AD(       ) 4
 AU3222  NAD 27      -  29 50 20.79427(N)    090 57 17.25200(W) AD(       ) 3
 AU3222
 AU3222.Superseded values are not recommended for survey control.
 AU3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3222.See file dsdata.txt to determine how the superseded data were derived.
 AU3222
 AU3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9758502735(NAD 83)
 AU3222_MARKER: 89 = SPIRE
 AU3222
 AU3222  HISTORY     - Date     Condition        Report By
 AU3222  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU3222
 AU3222                          STATION DESCRIPTION
 AU3222
 AU3222'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0626 ***********************************************************************
 BK0626  DESIGNATION -  LACAS
 BK0626  PID         -  BK0626
 BK0626  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0626  USGS QUAD   -  LACASSINE (1985)
 BK0626
 BK0626                         *CURRENT SURVEY CONTROL
 BK0626  ___________________________________________________________________
 BK0626* NAD 83(1992)-  30 14 15.45656(N)    092 55 06.34316(W)     ADJUSTED  
 BK0626* NAVD 88     -         5.17   (+/-2cm)      17.0  **(feet)  VERTCON   
 BK0626  **This station is located in a subsidence area (see below).
 BK0626  ___________________________________________________________________
 BK0626  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BK0626  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0626
 BK0626  HORZ ORDER  -  SECOND
 BK0626  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0626
 BK0626.The horizontal coordinates were established by classical geodetic methods
 BK0626.and adjusted by the National Geodetic Survey in January 1993..
 BK0626
 BK0626 ** The orthometric height has not been validated since last determined
 BK0626 ** by differential leveling and should not be used for control purposes.
 BK0626 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0626 ** area with valid NAVD 88 orthometric heights.
 BK0626 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0626 ** epoch indicated which incorporates improved geoid heights for the
 BK0626 ** Southern Louisiana Subsidence area.
 BK0626 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0626.The vertical order pertains to the NGVD 29 superseded value.
 BK0626
 BK0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0626
 BK0626.The geoid height was determined by GEOID03.
 BK0626
 BK0626;                    North         East     Units Scale Factor Converg.
 BK0626;SPC LA S     -   193,661.709   847,440.631   MT  0.99993425   -0 47 33.2
 BK0626;SPC LA S     -   635,371.79  2,780,311.47   sFT  0.99993425   -0 47 33.2
 BK0626;UTM  15      - 3,345,119.619   507,848.558   MT  0.99960076   +0 02 27.9
 BK0626
 BK0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0626!SPC LA S     -   1.00000347  x   0.99993425  =   0.99993772
 BK0626!UTM  15      -   1.00000347  x   0.99960076  =   0.99960423
 BK0626
 BK0626:                Primary Azimuth Mark                     Grid Az
 BK0626:SPC LA S     -  LACAS AZ MK                              166 58 43.3
 BK0626:UTM  15      -  LACAS AZ MK                              166 08 42.2
 BK0626
 BK0626|---------------------------------------------------------------------|
 BK0626| PID    Reference Object                     Distance      Geod. Az  |
 BK0626|                                                           dddmmss.s |
 BK0626| BK0629 LACAS AZ MK                         APPROX. 0.7 KM 1661110.1 |
 BK0626| BK0622 LACAS RM 1                           26.783 METERS 16814     |
 BK0626| BK0627 LACAS RM 3                           65.665 METERS 18327     |
 BK0626| BK2244 LACASSINE RESET                     287.305 METERS 22904     |
 BK0626| BK2944 LACASSINE RICE DRIER INC TANK       136.433 METERS 25119     |
 BK0626| BK3094 IOWA FAA PERIPHRAL SITE SW MST      APPROX. 9.3 KM 2553547.2 |
 BK0626| BK3096 IOWA FAA PERIPHRAL SITE NE MST      APPROX. 9.2 KM 2554139.5 |
 BK0626| BK0628 LACAS RM 2                           54.949 METERS 28603     |
 BK0626| BK2964 WOODLAWN ST HWY DEPT RAD MAST       APPROX. 7.1 KM 3240055.6 |
 BK0626| BK2961 WOODLAWN TRUNK GAS PLINE MAST       APPROX. 7.3 KM 3305233.3 |
 BK0626| BK2967 WOODLAWN UNITED GAS PLINE MAST      APPROX.11.1 KM 3521231.2 |
 BK0626|---------------------------------------------------------------------|
 BK0626
 BK0626                          SUPERSEDED SURVEY CONTROL
 BK0626
 BK0626  NAD 83(1986)-  30 14 15.47770(N)    092 55 06.33736(W) AD(       ) 2
 BK0626  NAD 27      -  30 14 14.72914(N)    092 55 05.80444(W) AD(       ) 2
 BK0626  NGVD 29 (??/??/??)    5.146  (m)           16.88   (f) ADJUSTED    1 1
 BK0626
 BK0626.Superseded values are not recommended for survey control.
 BK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0626.See file dsdata.txt to determine how the superseded data were derived.
 BK0626
 BK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0784945120(NAD 83)
 BK0626_MARKER: DS = TRIANGULATION STATION DISK
 BK0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0626_STAMPING: LACAS 1963
 BK0626_MARK LOGO: CGS   
 BK0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0626+STABILITY: SURFACE MOTION
 BK0626
 BK0626  HISTORY     - Date     Condition        Report By
 BK0626  HISTORY     - 1963     MONUMENTED       CGS
 BK0626  HISTORY     - 1965     GOOD             CGS
 BK0626  HISTORY     - 1970     GOOD             NGS
 BK0626  HISTORY     - 1970     GOOD             NGS
 BK0626  HISTORY     - 1974     GOOD             NGS
 BK0626  HISTORY     - 1974     GOOD             NGS
 BK0626  HISTORY     - 1974     GOOD             NGS
 BK0626  HISTORY     - 1976     GOOD             NGS
 BK0626  HISTORY     - 1981     GOOD             NGS
 BK0626
 BK0626                          STATION DESCRIPTION
 BK0626
 BK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK0626'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE VILLAGE OF
 BK0626'LACASSINE, AT THE NORTHEAST CORNER OF GROUNDS AROUND THE
 BK0626'LACASSINE RICE DRIER INC. LAND OWNED BY THE LACASSINE RICE
 BK0626'DRIER COMPANY.
 BK0626'
 BK0626'TO REACH THE STATION FROM THE POST OFFICE IN LACASSINE, GO
 BK0626'NORTH ON A MACADAM ROAD FOR 0.1 MILE TO A SIDE STREET RIGHT,
 BK0626'JUST SOUTH OF A ROW OF ELEVATORS, TURN RIGHT AND GO EAST FOR
 BK0626'0.2 MILE TO THE COMPANY OFFICE ON THE LEFT, CONTINUE AHEAD ON A
 BK0626'SHELL ROAD FOR 0.1 MILE TO A FENCE CORNER ON THE RIGHT, WHICH IS
 BK0626'JUST EAST OF A DOUBLE ROW OF TANKS, AND THE STATION AS
 BK0626'DESCRIBED.
 BK0626'
 BK0626'TO REACH THE AZIMUTH MARK, FROM THE POST OFFICE IN LACASSINE,
 BK0626'GO EAST ON U.S. HIGHWAY 90 FOR 0.65 MILE TO POWERLINE POLE NO.
 BK0626'55 AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BK0626'
 BK0626'THE STATION MARK IS A STANDARD DISK STAMPED, LACAS 1963, SET IN
 BK0626'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH
 BK0626'WITH THE GROUND SURFACE.  IT IS 18.7 FEET NORTHEAST OF FENCE
 BK0626'CORNER, 18.8 FEET WEST OF A 3-INCH WOOD WITNESS POST AND SIGN,
 BK0626'65.4 FEET SOUTHEAST OF POWERLINE POLE AND 140 FEET NORTHEAST
 BK0626'OF CORNER OF GRAIN ELEVATOR.
 BK0626'
 BK0626'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, LACAS NO. 1
 BK0626'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK0626'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.6 FEET WEST
 BK0626'OF FENCELINE, 79.8 FEET SOUTH OF A 3-INCH WOOD WITNESS POST AND
 BK0626'SIGN AND 125 FEET EAST OF CORNER OF GRAIN ELEVATOR.
 BK0626'
 BK0626'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, LACAS NO. 2 1963,
 BK0626'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 BK0626'FLUSH WITH THE GROUND SURFACE.  IT IS 4.6 FEET WEST OF POWERLINE
 BK0626'POLE, 70 FEET NORTH OF THE NORTHEAST CORNER OF GRAIN ELEVATOR
 BK0626'AND 183 FEET WEST OF A 3-INCH WOOD WITNESS POST AND SIGN.
 BK0626'
 BK0626'AZIMUTH MARK IS A STANDARD DISK STAMPED, LACAS 1963, SET IN THE
 BK0626'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH
 BK0626'THE GROUND SURFACE.  IT IS 2.5 FEET WEST OF A 3-INCH WOOD WITNESS
 BK0626'POST AND SIGN, 2.7 FEET NORTH OF POWERLINE POLE NO. 55 AND 36.2
 BK0626'FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 90.
 BK0626'
 BK0626'HEIGHT OF LIGHT ABOVE STATION MARK 34.13 METERS.
 BK0626
 BK0626                          STATION RECOVERY (1965)
 BK0626
 BK0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLB)
 BK0626'THE STATION WAS FOUND AS DESCRIBED.  THE 1963 RECOVERY NOTE IS
 BK0626'ADEQUATE.
 BK0626
 BK0626                          STATION RECOVERY (1970)
 BK0626
 BK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RG)
 BK0626'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 BK0626'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 BK0626'
 BK0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LACASSINE
 BK0626
 BK0626                          STATION RECOVERY (1970)
 BK0626
 BK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0626'IN LACASSINE.
 BK0626'AT LACASSINE, ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE PUBLIC
 BK0626'SCHOOL, THENCE 0.1 MILE EAST ALONG A GRAVELED ROAD, 35.4 FEET
 BK0626'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE FOR THREE
 BK0626'ROWS OF GRAIN STORAGE BINS, 15 FEET SOUTH OF THE SOUTH RAIL OF A
 BK0626'SOUTHERN PACIFIC RAILWAY SIDETRACK WHICH LEADS TO THE STORAGE BINS,
 BK0626'20.2 FEET SOUTHWEST OF THE SOUTH END OF A 24-INCH CORRUGATED METAL
 BK0626'CULVERT UNDER THE SIDETRACK, 19 FEET WEST OF THE CENTER LINE OF A
 BK0626'DRAINAGE DITCH, 16.9 FEET WEST SOUTHWEST OF A METAL WITNESS POST,
 BK0626'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE SIDETRACK, AND SET IN THE TOP OF
 BK0626'A CONCRETE POST THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BK0626'SECTION 30, T 9S, R 5W.
 BK0626
 BK0626                          STATION RECOVERY (1974)
 BK0626
 BK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK0626'STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 BK0626'GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN HIT AND IS LEANING TO
 BK0626'THE NORTH BUT IS STILL SOLID IN THE GROUND.  THE ANGLE FROM
 BK0626'THE AZIMUTH MARK TO REFERENCE MARK 1 WAS FOUND GREATER BY 10
 BK0626'MINUTES AND 19.1 SECONDS AND THE ANGLE TO REFERENCE MARK 2
 BK0626'CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND SHORTER BY
 BK0626'0.030 METERS AND THE DISTANCE TO REFERENCE MARK 2 WAS FOUND
 BK0626'LONGER BY 0.016 METERS.  DUE TO THE LOCATION OF THE STATION,
 BK0626'A REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 BK0626'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK0626'
 BK0626'STATION IS ABOUT 9 MILES SOUTH OF FENTON, 6-1/2 MILES WEST OF
 BK0626'WELSH, 1 MILE SOUTH OF INTERSTATE HIGHWAY 10, IN THE NORTHEAST
 BK0626'EDGE OF LACASSINE AND ON PROPERTY OF THE LACASSINE RICE DRIER
 BK0626'COMPANY.  PHONE NUMBER 588-4316.
 BK0626'
 BK0626'TO REACH THE STATION FROM THE POST OFFICE IN LACASSINE, GO
 BK0626'NORTH ON A PAVED STREET FOR 0.15 MILE TO A CROSS STREET.  TURN
 BK0626'RIGHT AND GO EAST ON A PAVED STREET FOR 0.2 MILE TO THE LACASSINE
 BK0626'RICE DRIER TANK ON THE LEFT.  CONTINUE EAST AND NORTHEAST ON A
 BK0626'GRAVELED ROAD FOR 0.1 MILE TO THE EAST END OF A TRIPLE ROW OF
 BK0626'RICE BINS AND THE STATION AS DESCRIBED.
 BK0626'
 BK0626'STATION MARK, STAMPED LACAS 1963, IS A STANDARD DISK SET IN A
 BK0626'SQUARE CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE GROUND
 BK0626'SURFACE.  THE 1963 DESCRIPTION STATES THERE IS AN UNDERGROUND
 BK0626'MARK.  THEY ARE 98.5 FEET NORTH OF A FIRE HYDRANT, 36 FEET
 BK0626'EAST-NORTHEAST OF A 6-INCH IRON PIPE FILLED WITH CONCRETE WHICH
 BK0626'IS AT THE NORTHEAST EDGE OF THE RICE BINS, 36 FEET WEST OF THE
 BK0626'EXTENDED CENTER LINE OF A GRAVELED ROAD, 17 FEET WEST OF A
 BK0626'METAL WITNESS POST AND SMALL DRAINAGE DITCH AND 14.7 FEET
 BK0626'SOUTH OF THE SOUTH RAIL OF A RAILROAD SIDE TRACK.
 BK0626'
 BK0626'REFERENCE MARK 1, STAMPED LACAS NO 1 1963, IS A STANDARD DISK
 BK0626'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 103
 BK0626'FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK, 64 FEET SOUTHEAST
 BK0626'OF THE SOUTHEAST SIDE OF THE RICE BINS, 12 FEET NORTHWEST OF
 BK0626'THE FIRE HYDRANT AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 BK0626'
 BK0626'REFERENCE MARK 2, STAMPED LACAS NO 2 1963, IS A STANDARD DISK
 BK0626'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 151
 BK0626'FEET WEST-NORTHWEST OF THE CONCRETE FILLED PIPE, 59 FEET NORTH
 BK0626'OF THE NORTH EDGE OF THE RICE BINS, 29.5 FEET NORTH OF THE NORTH
 BK0626'RAIL OF THE SIDE TRACK, 4 FEET SOUTHEAST OF A POWER POLE AND 1.5
 BK0626'FEET SOUTH OF A METAL WITNESS POST.
 BK0626'
 BK0626'REFERENCE MARK 3, STAMPED LACAS 1963 NO 3 1974, IS A STANDARD
 BK0626'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THERE
 BK0626'IS AN UNDERGROUND MARK SET IN AN IRREGULAR MASS OF CONCRETE AND
 BK0626'IS STAMPED LACAS 1963 NO 3.  THEY ARE 396 FEET EAST OF THE
 BK0626'SOUTHEAST LEG OF THE WATER TANK, 164.5 FEET SOUTH OF THE
 BK0626'SOUTHEAST EDGE OF THE RICE BINS, 126 FEET SOUTHWEST OF THE
 BK0626'FIRE HYDRANT AND 32 FEET WEST OF THE WEST EDGE OF THE DRAINAGE
 BK0626'DITCH.
 BK0626'
 BK0626'AZIMUTH MARK, STAMPED LACAS 1963, IS A STANDARD DISK SET IN A
 BK0626'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 79 FEET
 BK0626'EAST OF A DRIVEWAY, 39 FEET SOUTH OF CENTER OF U.S. HIGHWAY 90 AND
 BK0626'2 FEET NORTH OF A POWER POLE NUMBER 12 13 230.
 BK0626'
 BK0626'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 BK0626'GRAVELED ROAD FOR 0.45 MILE TO THE JUNCTION OF U.S. HIGHWAY 90.
 BK0626'TURN LEFT AND GO EAST ON HIGHWAY 90 FOR 0.1 MILE TO THE MARK ON
 BK0626'THE RIGHT AS DESCRIBED.
 BK0626'
 BK0626'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK0626'
 BK0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 BK0626'NORTHEAST EDGE OF LACASSINE.
 BK0626
 BK0626                          STATION RECOVERY (1974)
 BK0626
 BK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK0626'THE STATION MARK WAS RECOVERED AS DESCRIBED, IN 1970.
 BK0626
 BK0626                          STATION RECOVERY (1974)
 BK0626
 BK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0626'RECOVERED IN GOOD CONDITION.
 BK0626
 BK0626                          STATION RECOVERY (1976)
 BK0626
 BK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 BK0626'NO MEASUREMENT MADE BETWEEN R. M. NO. 1 AND 2 DUE TO OBSTRUCTIONS.
 BK0626'
 BK0626'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK NO. 2
 BK0626'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 BK0626'NO. 1 WAS FOUND DISTURBED.  THE DIRECTION TO REFERENCE MARK NO. 1
 BK0626'FAILED TO CHECK BY 10 FEET 47.0 INCHES AND THE DISTANCE BY 0.034
 BK0626'METERS.  THE GRAIN ELEVATOR HAS BEEN ENLARGED CHANGING THE
 BK0626'DESCRIPTION FOR THE STATION.  STATION LACASSINE 1931 IS NOW
 BK0626'OBSTRUCTED FROM THE STATION BY THE ENLARGED GRAIN ELEVATOR.  A NEW
 BK0626'DESCRIPTION FOLLOWS--
 BK0626'
 BK0626'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF LACASSINE ON THE
 BK0626'PROPERTY OWNED BY THE LACASSINE RICE DRIERS INC., 15 FEET SOUTH OF
 BK0626'THE SOUTH RAIL OF THE TRACKS (SIDE TRACK), 18 FEET WEST OF THE
 BK0626'CENTER OF A DITCH, 38.9 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 BK0626'OF A GRAIN ELEVATOR, 7.8 FEET NORTH OF THE PROJECTED PLANE OF
 BK0626'THE NORTH WALL OF THE GRAIN ELEVATOR, 82.3 FEET WEST-NORTHWEST OF
 BK0626'THE NORTHWEST CORNER OF THE FARM CENTER BUILDING AND 65
 BK0626'FEET SOUTH-SOUTHEAST OF A TELEGRAPH POLE.  IT IS LACAS
 BK0626'1963, 2 INCHES BELOW THE GROUND.
 BK0626'
 BK0626'TO REACH THE STATION FROM THE POST OFFICE IN LACASSINE, GO NORTH ON
 BK0626'BLACK TOP ROAD FOR 0.1 MILE TO A SIDE STREET RIGHT, TURN RIGHT AND
 BK0626'GO EAST 0.3 MILE TO THE MARK ON THE LEFT AT THE EAST END OF THE
 BK0626'GRAIN ELEVATORS.
 BK0626'
 BK0626'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A GRAVELED
 BK0626'ROAD FOR 0.5 MILE TO U. S. HIGHWAY 90, TURN LEFT AND GO 0.1 MILE TO
 BK0626'THE AZIMUTH MARK ON THE RIGHT.
 BK0626'
 BK0626'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 78.9 FEET SOUTH
 BK0626'OF THE CENTERLINE OF U. S. HIGHWAY 90, 2 FEET NORTH OF POWER POLE
 BK0626'NO. 12-13/230, 109 FEET WEST OF A FIRE HYDRANT, 183 FEET WEST OF A
 BK0626'GRAVELED DRIVEWAY, 79 FEET EAST OF A GRAVELED DRIVEWAY, AND 1 FOOT
 BK0626'SOUTH OF A METAL WITNESS POST.  IT IS STAMPED LUCAS 1963, FLUSH
 BK0626'WITH THE GROUND.
 BK0626'
 BK0626'REFERENCE MARK NO. 1 IS 87.87 FEET SOUTH OF THE STATION.  IT IS 100.6
 BK0626'FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, 68.5 FEET WEST OF THE
 BK0626'SOUTHWEST CORNER OF THE GRAIN ELEVATOR, 60.8 FEET NORTHWEST OF A
 BK0626'POWER POLE WITH A TRANSFORMER AND 1 FOOT EAST OF A METAL WITNESS
 BK0626'POST.
 BK0626'
 BK0626'REFERENCE MARK NO. 2 IS 180.28 FEET WEST-NORTHWEST OF THE STATION.
 BK0626'IT IS 29.5 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 5 FEET EAST
 BK0626'OF A TELEGRAPH POLE, 59 FEET NORTH OF THE NORTH SIDE OF THE GRAIN
 BK0626'ELEVATOR (8TH SILO FROM THE WEST END, AND 1.5 FEET NORTH OF A
 BK0626'METAL WITNESS POST.
 BK0626'
 BK0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LACASSINE.
 BK0626
 BK0626                          STATION RECOVERY (1981)
 BK0626
 BK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0629 ***********************************************************************
 BK0629  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0629  DESIGNATION -  LACAS AZ MK
 BK0629  PID         -  BK0629
 BK0629  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0629  USGS QUAD   -  LACASSINE (1985)
 BK0629
 BK0629                         *CURRENT SURVEY CONTROL
 BK0629  ___________________________________________________________________
 BK0629* NAD 83(1992)-  30 13 53.15701(N)    092 55 00.02884(W)     ADJUSTED  
 BK0629* NAVD 88     -         5.97 **(meters)      19.6  **(feet)  GPS OBS(2004.65)
 BK0629  **This station is located in a subsidence area (see below).
 BK0629  ___________________________________________________________________
 BK0629  EPOCH DATE  -        2004.65
 BK0629  X           -    -280,641.627 (meters)                     COMP
 BK0629  Y           -  -5,508,221.088 (meters)                     COMP
 BK0629  Z           -   3,192,555.194 (meters)                     COMP
 BK0629  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK0629  ELLIP HEIGHT-         -21.30  (meters)          (06/22/05) GPS OBS
 BK0629  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0629  DYNAMIC HT  -           5.96  (meters)      19.6   (feet)  COMP
 BK0629  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BK0629
 BK0629  HORZ ORDER  -  B
 BK0629  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0629  ELLP ORDER  -  FOURTH    CLASS I
 BK0629
 BK0629.The horizontal coordinates were established by GPS observations
 BK0629.and adjusted by the National Geodetic Survey in June 2005..
 BK0629.The horizontal coordinates are valid at the epoch date displayed above.
 BK0629.The epoch date for horizontal control is a decimal equivalence
 BK0629.of Year/Month/Day.
 BK0629
 BK0629 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0629 ** and geoid heights are valid at the date of observation. These heights
 BK0629 ** must always be validated when used as control.
 BK0629 ** The orthometric height was determined by GPS observations using
 BK0629 ** precise GPS observation and processing techniques and a new
 BK0629 ** realization of GEOID03. It supersedes the leveled height previously
 BK0629 ** determined for this station.
 BK0629 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0629 ** epoch indicated which incorporates improved geoid heights for the
 BK0629 ** Southern Louisiana Subsidence area.
 BK0629 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0629.The orthometric height was determined by GPS observations and a
 BK0629.high-resolution geoid model using precise GPS observation and
 BK0629.processing techniques. It supersedes the leveled height previously
 BK0629.determined for this station.
 BK0629.WARNING-GPS observations at this control monument resulted in a GPS
 BK0629.derived orthometric height which differed from the leveled height by
 BK0629.more than one decimeter (0.1 meter).
 BK0629.The vertical order pertains to the first NAVD 88 superseded value.
 BK0629
 BK0629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0629
 BK0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0629
 BK0629.The ellipsoidal height was determined by GPS observations
 BK0629.and is referenced to NAD 83.
 BK0629
 BK0629.The geoid height was determined by GEOID03.
 BK0629
 BK0629.The dynamic height is computed by dividing the NAVD 88
 BK0629.geopotential number by the normal gravity value computed on the
 BK0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0629.degrees latitude (g = 980.6199 gals.).
 BK0629
 BK0629.The modeled gravity was interpolated from observed gravity values.
 BK0629
 BK0629;                    North         East     Units Scale Factor Converg.
 BK0629;SPC LA S     -   192,972.806   847,599.947   MT  0.99993381   -0 47 30.1
 BK0629;SPC LA S     -   633,111.61  2,780,834.16   sFT  0.99993381   -0 47 30.1
 BK0629;UTM  15      - 3,344,433.336   508,017.823   MT  0.99960079   +0 02 31.0
 BK0629
 BK0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0629!SPC LA S     -   1.00000335  x   0.99993381  =   0.99993715
 BK0629!UTM  15      -   1.00000335  x   0.99960079  =   0.99960413
 BK0629
 BK0629                          SUPERSEDED SURVEY CONTROL
 BK0629
 BK0629  NAD 83(1992)-  30 13 53.15639(N)    092 55 00.02739(W) AD(       ) 2
 BK0629  NAD 83(1986)-  30 13 53.17749(N)    092 55 00.02168(W) AD(       ) 2
 BK0629  NAD 27      -  30 13 52.42827(N)    092 54 59.48888(W) AD(       ) 2
 BK0629  NAVD 88 (02/14/94)    6.209  (m)           20.37   (f) ADJUSTED    1 2
 BK0629  NAVD 88 (06/15/91)    6.210  (m)           20.37   (f) UNKNOWN     1 2
 BK0629  NGVD 29 (??/??/??)    6.141  (m)           20.15   (f) ADJUSTED    1 2
 BK0629
 BK0629.Superseded values are not recommended for survey control.
 BK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0629.See file dsdata.txt to determine how the superseded data were derived.
 BK0629
 BK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0801844433(NAD 83)
 BK0629_MARKER: DZ = AZIMUTH MARK DISK
 BK0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0629_SP_SET: CONCRETE POST
 BK0629_STAMPING: LACAS 1963
 BK0629_MARK LOGO: CGS   
 BK0629_PROJECTION: RECESSED 3 CENTIMETERS
 BK0629_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0629+STABILITY: SURFACE MOTION
 BK0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0629+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK0629
 BK0629  HISTORY     - Date     Condition        Report By
 BK0629  HISTORY     - 1963     MONUMENTED       CGS
 BK0629  HISTORY     - 1970     GOOD             NGS
 BK0629  HISTORY     - 1974     GOOD             NGS
 BK0629  HISTORY     - 1981     GOOD             NGS
 BK0629  HISTORY     - 1986     GOOD             NGS
 BK0629  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0629  HISTORY     - 20040428 GOOD             NGS
 BK0629  HISTORY     - 20051017 GOOD             NGS
 BK0629
 BK0629                          STATION DESCRIPTION
 BK0629
 BK0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HRR)
 BK0629'THE STATION IS ABOUT 9 MILES SOUTH OF FENTON, 6-1/2 MILES WEST OF
 BK0629'WELSH, 1 MILE SOUTH OF INTERSTATE HIGHWAY 10, IN THE NORTHEAST EDGE
 BK0629'OF LACASSINE AND ON PROPERTY OF LACASSINE RICE DRIER CO. INC. PHONE
 BK0629'588-4316.
 BK0629'
 BK0629'TO REACH THE STATION FROM THE POST OFFICE IN LACASSINE, GO NORTH ON
 BK0629'A PAVED STREET FOR 0.15 MILE TO A CROSS STREET.  TURN RIGHT AND GO
 BK0629'EAST ON A PAVED STREET FOR 0.2 MILE TO THE LACASSINE RICE DRIER
 BK0629'TANK ON THE LEFT.  CONTINUE EAST AND NORTHEAST ON A GRAVELED ROAD
 BK0629'FOR 0.1 MILE TO THE EAST END OF A TRIPLE ROW OF RICE BINS AND THE
 BK0629'STATION AS DESCRIBED.
 BK0629'
 BK0629'AZIMUTH MARK, STAMPED LACAS 1963, IS A STANDARD DISK SET IN A
 BK0629'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 79 FEET EAST OF
 BK0629'CENTER OF A DRIVEWAY, 39 FEET SOUTH OF CENTER OF U.S. HIGHWAY 90
 BK0629'AND 2 FEET NORTH OF POWER POLE 12 13 230.
 BK0629'
 BK0629'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 BK0629'ROAD FOR 0.45 MILE TO THE JUNCTION OF U.S. HIGHWAY 90.  TURN LEFT
 BK0629'AND GO EAST ON HIGHWAY 90 FOR 0.1 MILE TO THE MARK ON THE RIGHT AS
 BK0629'DESCRIBED.
 BK0629'
 BK0629'NEAREST TOWN--LACASSINE.
 BK0629'
 BK0629'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 BK0629
 BK0629                          STATION RECOVERY (1970)
 BK0629
 BK0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0629'0.75 MI E FROM LACASSINE.
 BK0629'ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BK0629'U.S. HIGHWAY 90 AND STATE HIGHWAY 101 AT LACASSINE, ABOUT 0.1 MILE
 BK0629'WEST OF A CONCRETE HIGHWAY BRIDGE OVER WEST BAYOU LACASSINE, 39 FEET
 BK0629'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 91 FEET SOUTHEAST OF THE
 BK0629'CENTER OF A JUNCTION OF THE HIGHWAY AND A GRAVELED DRIVEWAY, 43 FEET
 BK0629'NORTHWEST OF THE MOST NORTHWESTERLY OF TEN PECAN TREES, 3 FEET NORTH
 BK0629'OF POWER POLE NUMBER 12-13-230, 2.3 FEET WEST OF A ROUND WOODEN
 BK0629'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BK0629'CONCRETE POST THAT IS 1 INCH BELOW THE LEVEL OF THE GROUND.  SECTION
 BK0629'31, T 9S, R 5W.
 BK0629
 BK0629                          STATION RECOVERY (1974)
 BK0629
 BK0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0629'RECOVERED IN GOOD CONDITION.
 BK0629
 BK0629                          STATION RECOVERY (1981)
 BK0629
 BK0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK0629'1.2 KILOMETERS (0.75 MILE) EAST ALONG U.S. HIGHWAY 90 FROM THE
 BK0629'INTERSECTION OF STATE HIGHWAY 90 IN LACASSINE TO THE MARK ON THE
 BK0629'RIGHT, 11.88 METERS (39.0 FEET) SOUTH OF THE CENTER LINE OF THE
 BK0629'HIGHWAY, 13.10 METERS (43.0 FEET) NORTHWEST OF THE NORTHWEST ONE OF
 BK0629'TEN PECAN TREES, 0.91 METER (3.0 FEET) NORTH OF POWER POLE 12-13-230.
 BK0629'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BK0629'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK0629
 BK0629                          STATION RECOVERY (1986)
 BK0629
 BK0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0629'RECOVERED IN GOOD CONDITION.
 BK0629
 BK0629                          STATION RECOVERY (2002)
 BK0629
 BK0629'RECOVERY NOTE BY US POWER SQUADRON 2002 (JM)
 BK0629'MARK NOT FOUND.
 BK0629
 BK0629                          STATION RECOVERY (2004)
 BK0629
 BK0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0629'THE STATION IS LOCATED ABOUT 1.0 MI EAST OF LACASSINE ON US HIGHWAY
 BK0629'RIGHT OF WAY.
 BK0629' 
 BK0629'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 BK0629'HIGHWAY 101 IN LACASSINE,  GO EAST FOR 0.75 MI ON THE US HIGHWAY TO
 BK0629'THE STATION ON THE RIGHT JUST HAVING PASSED A DRIVEWAY  ON THE RIGHT
 BK0629'LEADING TO HOUSE NUMBER 18213.
 BK0629' 
 BK0629'THE STATION IS LOCATED 11.9 M SOUTH OF THE CENTER OF THE ROAD, 0.9 M
 BK0629'NORTH OF A WOODEN UTILITY  POLE, 0.3 M EAST OF A METAL POST WITH
 BK0629'WITNESS SIGN ATTACHED, AND THE MONUMENT IS RECESSED 0.05 M  BELOW THE
 BK0629'SURROUNDING GROUND SURFACE.
 BK0629
 BK0629                          STATION RECOVERY (2005)
 BK0629
 BK0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0627 ***********************************************************************
 BK0627  DESIGNATION -  LACAS RM 3
 BK0627  PID         -  BK0627
 BK0627  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0627  USGS QUAD   -  LACASSINE (1985)
 BK0627
 BK0627                         *CURRENT SURVEY CONTROL
 BK0627  ___________________________________________________________________
 BK0627* NAD 83(1992)-  30 14 13.32801(N)    092 55 06.49128(W)     ADJUSTED  
 BK0627* NAVD 88     -         5.58   (+/-2cm)      18.3  **(feet)  VERTCON   
 BK0627  **This station is located in a subsidence area (see below).
 BK0627  ___________________________________________________________________
 BK0627  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BK0627  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0627
 BK0627  HORZ ORDER  -  FIRST
 BK0627  VERT ORDER  -  THIRD (See Below)
 BK0627
 BK0627.The horizontal coordinates were established by classical geodetic methods
 BK0627.and adjusted by the National Geodetic Survey in January 1993..
 BK0627
 BK0627 ** The orthometric height has not been validated since last determined
 BK0627 ** by differential leveling and should not be used for control purposes.
 BK0627 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0627 ** area with valid NAVD 88 orthometric heights.
 BK0627 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0627 ** epoch indicated which incorporates improved geoid heights for the
 BK0627 ** Southern Louisiana Subsidence area.
 BK0627 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0627.The vertical order pertains to the NGVD 29 superseded value.
 BK0627
 BK0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0627
 BK0627.The geoid height was determined by GEOID03.
 BK0627
 BK0627;                    North         East     Units Scale Factor Converg.
 BK0627;SPC LA S     -   193,596.229   847,435.765   MT  0.99993421   -0 47 33.3
 BK0627;SPC LA S     -   635,156.96  2,780,295.51   sFT  0.99993421   -0 47 33.3
 BK0627;UTM  15      - 3,345,054.097   507,844.646   MT  0.99960076   +0 02 27.8
 BK0627
 BK0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0627!SPC LA S     -   1.00000341  x   0.99993421  =   0.99993762
 BK0627!UTM  15      -   1.00000341  x   0.99960076  =   0.99960417
 BK0627
 BK0627|---------------------------------------------------------------------|
 BK0627| PID    Reference Object                     Distance      Geod. Az  |
 BK0627|                                                           dddmmss.s |
 BK0627| BK0626 LACAS                                65.665 METERS 00327     |
 BK0627| BK0622 LACAS RM 1                           40.432 METERS 01329     |
 BK0627| BK0629 LACAS AZ MK                         APPROX. 0.6 KM 1642711.7 |
 BK0627| BK2944 LACASSINE RICE DRIER INC TANK       127.168 METERS 27953     |
 BK0627|---------------------------------------------------------------------|
 BK0627
 BK0627                          SUPERSEDED SURVEY CONTROL
 BK0627
 BK0627  NAD 83(1986)-  30 14 13.34880(N)    092 55 06.48551(W) AD(       ) 1
 BK0627  NAD 27      -  30 14 12.60054(N)    092 55 05.95256(W) AD(       ) 1
 BK0627  NGVD 29 (??/??/??)    5.55   (m)           18.2    (f) RESET       3  
 BK0627
 BK0627.Superseded values are not recommended for survey control.
 BK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0627.See file dsdata.txt to determine how the superseded data were derived.
 BK0627
 BK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0784545054(NAD 83)
 BK0627_MARKER: DR = REFERENCE MARK DISK
 BK0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0627_STAMPING: LACAS 1963 NO 3 1974
 BK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0627+STABILITY: SURFACE MOTION
 BK0627
 BK0627  HISTORY     - Date     Condition        Report By
 BK0627  HISTORY     - 1974     MONUMENTED       NGS
 BK0627  HISTORY     - 1974     GOOD             NGS
 BK0627
 BK0627                          STATION DESCRIPTION
 BK0627
 BK0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK0627'THE STATION IS ABOUT 9 MILES SOUTH OF FENTON, 6-1/2 MILES WEST OF
 BK0627'WELSH, 1 MILE SOUTH OF INTERSTATE HIGHWAY 10, IN THE NORTHEAST EDGE
 BK0627'OF LACASSINE AND ON PROPERTY OF LACASSINE RICE DRIER CO. INC. PHONE
 BK0627'588-4316.
 BK0627'
 BK0627'TO REACH THE STATION FROM THE POST OFFICE IN LACASSINE, GO NORTH ON
 BK0627'A PAVED STREET FOR 0.15 MILE TO A CROSS STREET.  TURN RIGHT AND GO
 BK0627'EAST ON A PAVED STREET FOR 0.2 MILE TO THE LACASSINE RICE DRIER
 BK0627'TANK ON THE LEFT.  CONTINUE EAST AND NORTHEAST ON A GRAVELED ROAD
 BK0627'FOR 0.1 MILE TO THE EAST END OF A TRIPLE ROW OF RICE BINS AND THE
 BK0627'STATION AS DESCRIBED.
 BK0627'
 BK0627'THE STATION SURFACE MARK, STAMPED LACAS 1963 NO 3 1974, IS A STANDARD
 BK0627'REFERENCE MARK DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 BK0627'GROUND.  THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK
 BK0627'STAMPED LACAS 1963 NO 3.  IT IS SET IN AN IRREGULAR MASS OF
 BK0627'CONCRETE ABOUT 48 INCHES BELOW THE GROUND.  THEY ARE 396 FEET
 BK0627'EAST OF THE SOUTHEAST LEG OF THE WATER TANK, 164.5 FEET SOUTH OF THE
 BK0627'SOUTH EAST EDGE OF THE RICE BINS, 126 FEET SOUTHWEST OF A FIRE
 BK0627'HYDRANT AND 32 FEET WEST OF THE WEST EDGE OF A DRAINAGE DITCH.
 BK0627'
 BK0627'LACAS, STAMPED LACAS 1963, IS A STANDARD STATION MARK DISK SET IN A
 BK0627'SQUARE CONCRETE POST ABOUT 2 INCHES BELOW THE GROUND.  THE 1963
 BK0627'DESCRIPTION STATES THERE IS AN UNDERGROUND MARK.  THEY ARE 98.5
 BK0627'FEET NORTH OF A FIRE HYDRANT, 36 FEET EAST-NORTHEAST OF A 6 INCH
 BK0627'IRON PIPE FILLED WITH CONCRETE WHICH IS AT THE NORTHEAST EDGE
 BK0627'OF THE RICE BINS, 36 FEET WEST OF THE EXTENDED CENTER OF A GRAVELED
 BK0627'ROAD, 17 FEET WEST OF A METAL WITNESS POST AND SMALL DRAINAGE DITCH
 BK0627'AND 14.7 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD SIDE TRACKS.
 BK0627'
 BK0627'REFERENCE MARK 1, STAMPED LACAS NO 1 1963, IS A STANDARD DISK SET IN
 BK0627'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 103 FEET SOUTH
 BK0627'OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 64 FEET SOUTHEAST OF THE
 BK0627'SOUTHEAST SIDE OF THE RICE BINS, 12 FEET NORTHWEST OF THE FIRE
 BK0627'HYDRANT AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 BK0627'
 BK0627'AZIMUTH MARK, STAMPED LACAS 1963, IS A STANDARD DISK SET IN A SQUARE
 BK0627'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 79 FEET EAST OF CENTER
 BK0627'OF A DRIVEWAY, 39 FEET SOUTH OF CENTER OF U. S. HIGHWAY 90 AND 2
 BK0627'FEET NORTH OF POWER POLE 12 13 230.
 BK0627'
 BK0627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 BK0627'ROAD FOR 0.45 MILE TO THE JUNCTION OF U. S. HIGHWAY 90.  TURN LEFT
 BK0627'AND GO EAST ON HIGHWAY 90 FOR 0.1 MILE TO THE MARK ON THE RIGHT AS
 BK0627'DESCRIBED.
 BK0627'
 BK0627'REFERENCE MARK 2 IS BLOCKED BY A SILO.
 BK0627'
 BK0627'NEAREST TOWN--LACASSINE.
 BK0627'
 BK0627'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 BK0627
 BK0627                          STATION RECOVERY (1974)
 BK0627
 BK0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0627'9 MI S FROM FENTON.
 BK0627'LOCATED ABOUT 9 MILES SOUTH OF FENTON, 6 1/2 MILES WEST OF WELSH, 1
 BK0627'MILE SOUTH OF INTERSTATE HIGHWAY 10, IN THE NORTHEAST EDGE OF
 BK0627'LACASSINE AND ON PROPERTY OF LACASSINE RICE DRIER CO., INC. PHONE
 BK0627'588-4316.  IT IS 396 FEET EAST OF THE SOUTHEAST LEG OF THE WATER TANK,
 BK0627'164.5 FEET SOUTH OF THE SOUTHEAST EDGE OF THE RICE BINS, 126 FEET
 BK0627'SOUTHWEST OF A FIRE HYDRANT AND 32 FEET WEST OF THE WEST EDGE OF A
 BK0627'DRAINAGE DITCH.  THE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH
 BK0627'THE GROUND.  NOTE-- TO REACH THE STATION FROM THE POST OFFICE IN
 BK0627'LACASSINE, GO NORTH ON A PAVED STREET FOR 0.15 MILE TO A CROSS STREET.
 BK0627'TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.2 MILE TO THE LACASSINE
 BK0627'RICE DRIER TANK ON THE LEFT.  CONTINUE EAST AND NORTHEAST ON A
 BK0627'GRAVELED ROAD FOR 0.1 MILE TO THE EAST END OF A TRIPLE ROW OF RICE
 BK0627'BINS AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2244 ***********************************************************************
 BK2244  DESIGNATION -  LACASSINE RESET
 BK2244  PID         -  BK2244
 BK2244  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2244  USGS QUAD   -  LACASSINE (1985)
 BK2244
 BK2244                         *CURRENT SURVEY CONTROL
 BK2244  ___________________________________________________________________
 BK2244* NAD 83(1992)-  30 14 09.34310(N)    092 55 14.46029(W)     ADJUSTED  
 BK2244* NAVD 88     -         6.22   (+/-2cm)      20.4  **(feet)  VERTCON   
 BK2244  **This station is located in a subsidence area (see below).
 BK2244  ___________________________________________________________________
 BK2244  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BK2244  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2244
 BK2244  HORZ ORDER  -  FIRST
 BK2244  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK2244
 BK2244.The horizontal coordinates were established by classical geodetic methods
 BK2244.and adjusted by the National Geodetic Survey in January 1993..
 BK2244
 BK2244 ** The orthometric height has not been validated since last determined
 BK2244 ** by differential leveling and should not be used for control purposes.
 BK2244 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2244 ** area with valid NAVD 88 orthometric heights.
 BK2244 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2244 ** epoch indicated which incorporates improved geoid heights for the
 BK2244 ** Southern Louisiana Subsidence area.
 BK2244 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2244.The vertical order pertains to the NGVD 29 superseded value.
 BK2244
 BK2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2244
 BK2244.The geoid height was determined by GEOID03.
 BK2244
 BK2244;                    North         East     Units Scale Factor Converg.
 BK2244;SPC LA S     -   193,476.489   847,221.026   MT  0.99993413   -0 47 37.3
 BK2244;SPC LA S     -   634,764.11  2,779,590.98   sFT  0.99993413   -0 47 37.3
 BK2244;UTM  15      - 3,344,931.287   507,631.742   MT  0.99960072   +0 02 23.8
 BK2244
 BK2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2244!SPC LA S     -   1.00000331  x   0.99993413  =   0.99993744
 BK2244!UTM  15      -   1.00000331  x   0.99960072  =   0.99960403
 BK2244
 BK2244:                Primary Azimuth Mark                     Grid Az
 BK2244:SPC LA S     -  WELSH MUNICIPAL TANK                     089 54 36.4
 BK2244:UTM  15      -  WELSH MUNICIPAL TANK                     089 04 35.3
 BK2244
 BK2244|---------------------------------------------------------------------|
 BK2244| PID    Reference Object                     Distance      Geod. Az  |
 BK2244|                                                           dddmmss.s |
 BK2244| BK2925 WELSH MUNICIPAL TANK                APPROX. 9.7 KM 0890659.1 |
 BK2244| CW1997 LACASSINE RM 2                                     2191645.6 |
 BK2244| CW1996 LACASSINE RM 1                       36.120 METERS 35759     |
 BK2244|---------------------------------------------------------------------|
 BK2244
 BK2244                          SUPERSEDED SURVEY CONTROL
 BK2244
 BK2244  NAD 83(1986)-  30 14 09.36379(N)    092 55 14.45481(W) AD(       ) 1
 BK2244  NGVD 29 (??/??/??)    6.190  (m)           20.31   (f) ADJUSTED    1 2
 BK2244
 BK2244.Superseded values are not recommended for survey control.
 BK2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2244.See file dsdata.txt to determine how the superseded data were derived.
 BK2244
 BK2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0763244931(NAD 83)
 BK2244_MARKER: DS = TRIANGULATION STATION DISK
 BK2244_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BK2244_SP_SET: IN ASPHALT AT TENNIS COURT
 BK2244_STAMPING: LACASSINE 1931 1964 1976
 BK2244_MARK LOGO: CGS   
 BK2244_PROJECTION: FLUSH
 BK2244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2244
 BK2244  HISTORY     - Date     Condition        Report By
 BK2244  HISTORY     - 1976     MONUMENTED       NGS
 BK2244  HISTORY     - 1976     SEE DESCRIPTION  NGS
 BK2244  HISTORY     - 1981     GOOD             NGS
 BK2244  HISTORY     - 1986     GOOD             NGS
 BK2244  HISTORY     - 20021102 GOOD             USPSQD
 BK2244
 BK2244                          STATION DESCRIPTION
 BK2244
 BK2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 BK2244'NO OBSERVATION MADE AT THIS DATE.
 BK2244'
 BK2244'THE STATION WAS VISITED AND FOUND UNDER ABOUT 4-INCHES OF ASPHALT IN
 BK2244'A TENNIS COURT IN THE SCHOOL YARD.  A NEW SURFACE MARK WAS SET OVER
 BK2244'THE EXISTING SURFACE MARK.  IT WAS SET IN CONCRETE AND STAMPED
 BK2244'LACASSINE 1931 1964 AND 1976.  A NEW DESCRIPTION FOLLOWS--
 BK2244'
 BK2244'THE STATION IS LOCATED AT LACASSINE, IN THE TENNIS COURT OF THE
 BK2244'LACASSINE PUBLIC SCHOOL, 64.5 FEET EAST OF THE NORTHEAST CORNER OF
 BK2244'THE SCHOOL GYM, 95 FEET NORTH OF THE NORTHEAST CORNER OF A LARGE
 BK2244'METAL BUILDING, 76.0 FEET NORTH-NORTHWEST OF A POWER POLE, 93
 BK2244'FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET, 29.2 FEET SOUTH
 BK2244'OF A CYCLONE FENCE, 19.7 FEET WEST OF A CYCLONE FENCE, AND 47.5
 BK2244'FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD.  IT IS STAMPED
 BK2244'LACASSINE 1931, 1964 AND 1976.
 BK2244'
 BK2244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LACASSINE.
 BK2244
 BK2244                          STATION RECOVERY (1981)
 BK2244
 BK2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK2244'IN LACASSINE.
 BK2244'DESCRIPTION TAKEN FROM 1976 RECOVERY NOTE--IN LACASSINE, SET IN
 BK2244'CONCRETE IN THE TENNIS COURT OF THE LACASSINE PUBLIC SCHOOL, 19.66
 BK2244'METERS (64.5 FEET) EAST OF THE NORTHEAST CORNER OF THE SCHOOL GYM,
 BK2244'29.0 METERS (95 FEET) NORTH OF THE NORTHEAST CORNER OF A LARGE METAL
 BK2244'BUILDING, 23.2 METERS (76.0 FEET) NORTH-NORTHWEST OF A POWER POLE,
 BK2244'28.3 METERS (93 FEET) SOUTH OF THE CENTER OF AN EAST-WEST STREET, 8.9
 BK2244'METERS (29.2 FEET) SOUTH OF A CYCLONE FENCE, 6.0 METERS (19.7 FEET)
 BK2244'WEST OF A CYCLONE FENCE, AND 14.5 METERS (47.5 FEET) WEST OF THE
 BK2244'CENTER OF A NORTH-SOUTH ROAD.
 BK2244
 BK2244                          STATION RECOVERY (1986)
 BK2244
 BK2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2244'RECOVERED IN GOOD CONDITION.
 BK2244
 BK2244                          STATION RECOVERY (2002)
 BK2244
 BK2244'RECOVERY NOTE BY US POWER SQUADRON 2002 (CPM)
 BK2244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2944 ***********************************************************************
 BK2944  DESIGNATION -  LACASSINE RICE DRIER INC TANK
 BK2944  PID         -  BK2944
 BK2944  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2944  USGS QUAD   -  LACASSINE (1985)
 BK2944
 BK2944                         *CURRENT SURVEY CONTROL
 BK2944  ___________________________________________________________________
 BK2944* NAD 83(1992)-  30 14 14.03695(N)    092 55 11.17678(W)     ADJUSTED  
 BK2944* NAVD 88     -                                                        
 BK2944  **This station is located in a subsidence area (see below).
 BK2944  ___________________________________________________________________
 BK2944  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BK2944  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2944
 BK2944  HORZ ORDER  -  THIRD
 BK2944
 BK2944.The horizontal coordinates were established by classical geodetic methods
 BK2944.and adjusted by the National Geodetic Survey in January 1993..
 BK2944
 BK2944 ** The orthometric height has not been validated since last determined
 BK2944 ** by differential leveling and should not be used for control purposes.
 BK2944 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2944 ** area with valid NAVD 88 orthometric heights.
 BK2944 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2944 ** epoch indicated which incorporates improved geoid heights for the
 BK2944 ** Southern Louisiana Subsidence area.
 BK2944 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2944
 BK2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2944
 BK2944.The geoid height was determined by GEOID03.
 BK2944
 BK2944;                    North         East     Units Scale Factor Converg.
 BK2944;SPC LA S     -   193,619.789   847,310.807   MT  0.99993422   -0 47 35.7
 BK2944;SPC LA S     -   635,234.26  2,779,885.54   sFT  0.99993422   -0 47 35.7
 BK2944;UTM  15      - 3,345,075.830   507,719.400   MT  0.99960074   +0 02 25.4
 BK2944
 BK2944                          SUPERSEDED SURVEY CONTROL
 BK2944
 BK2944  NAD 83(1986)-  30 14 14.05794(N)    092 55 11.17091(W) AD(       ) 4
 BK2944  NAD 27      -  30 14 13.30981(N)    092 55 10.63360(W) AD(       ) 3
 BK2944
 BK2944.Superseded values are not recommended for survey control.
 BK2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2944.See file dsdata.txt to determine how the superseded data were derived.
 BK2944
 BK2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0771945076(NAD 83)
 BK2944_MARKER: 53 = ELEVATED TANK
 BK2944
 BK2944  HISTORY     - Date     Condition        Report By
 BK2944  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2944  HISTORY     - 1974     GOOD             NGS
 BK2944  HISTORY     - 19961209 GOOD             USPSQD
 BK2944  HISTORY     - 20030312 MARK NOT FOUND   USPSQD
 BK2944  HISTORY     - 20040420 MARK NOT FOUND   USPSQD
 BK2944
 BK2944                          STATION DESCRIPTION
 BK2944
 BK2944'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2944'LOCATED IN THE VILLAGE OF LACASSINE AT THE SOUTHWEST CORNER OF
 BK2944'THE RICE DRIER INC. GROUNDS.  IT IS APPROXIMATELY 65 FEET HIGH,
 BK2944'PAINTED SILVER AND IS A FOUR LEGGED STEEL STRUCTURE.  THE
 BK2944'INTERSECTING POINT WAS THE TOP CENTER.
 BK2944
 BK2944                          STATION RECOVERY (1974)
 BK2944
 BK2944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2944'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK2944'
 BK2944'THE TANK IS 165 FEET HIGH INSTEAD OF 65 FEET HIGH AS DESCRIBED
 BK2944'IN THE 1963 DESCRIPTION.
 BK2944'
 BK2944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHEAST
 BK2944'EDGE OF LACASSINE
 BK2944
 BK2944                          STATION RECOVERY (1996)
 BK2944
 BK2944'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2944'RECOVERED IN GOOD CONDITION.
 BK2944
 BK2944                          STATION RECOVERY (2003)
 BK2944
 BK2944'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BK2944'MARK NOT FOUND.
 BK2944
 BK2944                          STATION RECOVERY (2004)
 BK2944
 BK2944'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2947 ***********************************************************************
 BK2947  DESIGNATION -  LACASSINE UNI VIDEO MICROWAVE
 BK2947  PID         -  BK2947
 BK2947  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2947  USGS QUAD   -  LACASSINE (1985)
 BK2947
 BK2947                         *CURRENT SURVEY CONTROL
 BK2947  ___________________________________________________________________
 BK2947* NAD 83(1992)-  30 14 47.13955(N)    092 58 37.42269(W)     ADJUSTED  
 BK2947* NAVD 88     -                                                        
 BK2947  **This station is located in a subsidence area (see below).
 BK2947  ___________________________________________________________________
 BK2947  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BK2947  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2947
 BK2947  HORZ ORDER  -  THIRD
 BK2947
 BK2947.The horizontal coordinates were established by classical geodetic methods
 BK2947.and adjusted by the National Geodetic Survey in January 1993..
 BK2947
 BK2947 ** The orthometric height has not been validated since last determined
 BK2947 ** by differential leveling and should not be used for control purposes.
 BK2947 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2947 ** area with valid NAVD 88 orthometric heights.
 BK2947 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2947 ** epoch indicated which incorporates improved geoid heights for the
 BK2947 ** Southern Louisiana Subsidence area.
 BK2947 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2947
 BK2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2947
 BK2947.The geoid height was determined by GEOID03.
 BK2947
 BK2947;                    North         East     Units Scale Factor Converg.
 BK2947;SPC LA S     -   194,716.680   841,811.783   MT  0.99993489   -0 49 18.8
 BK2947;SPC LA S     -   638,832.97  2,761,844.16   sFT  0.99993489   -0 49 18.8
 BK2947;UTM  15      - 3,346,092.268   502,206.844   MT  0.99960006   +0 00 41.6
 BK2947
 BK2947                          SUPERSEDED SURVEY CONTROL
 BK2947
 BK2947  NAD 83(1986)-  30 14 47.16051(N)    092 58 37.41664(W) AD(       ) 4
 BK2947  NAD 27      -  30 14 46.41408(N)    092 58 36.87938(W) AD(       ) 3
 BK2947
 BK2947.Superseded values are not recommended for survey control.
 BK2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2947.See file dsdata.txt to determine how the superseded data were derived.
 BK2947
 BK2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0220746092(NAD 83)
 BK2947_MARKER: 44 = MICROWAVE MAST
 BK2947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2947+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2002
 BK2947
 BK2947  HISTORY     - Date     Condition        Report By
 BK2947  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2947  HISTORY     - 19910910 GOOD             LADTD
 BK2947  HISTORY     - 19961209 GOOD             USPSQD
 BK2947  HISTORY     - 20021102 GOOD             USPSQD
 BK2947
 BK2947                          STATION DESCRIPTION
 BK2947
 BK2947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2947'THE STATION IS THE LIGHT ATOP THE LACASSINE, UNITED VIDEO
 BK2947'INCORPORATED, MICRO-WAVE MAST, LOCATED ABOUT 3 MILES WEST OF
 BK2947'LACASSINE.  IT IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED,
 BK2947'PAINTED ALTERNATELY RED AND WHITE, WITH 2 REFLECTORS AT THE TOP,
 BK2947'AND A HEIGHT OF 210 FEET.
 BK2947'
 BK2947'LOCATED 0.5 MILE EAST OF THE INTERSECTION OF U. S. HIGHWAY 165 AND
 BK2947'INTERSTATE HIGHWAY 10, ALONG THE SOUTH SIDE OF HIGHWAY 10.
 BK2947
 BK2947                          STATION RECOVERY (1991)
 BK2947
 BK2947'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BK2947'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF LACASSINE AND 2.0
 BK2947'MI (3.2 KM) EAST OF IOWA.  OWNERSHIP--UNKNOWN. TO REACH THE STATION
 BK2947'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S.  HIGHWAY 165 GO
 BK2947'EAST FOR 0.5 MI (0.8 KM) ON HIGHWAY 10 TO THE MAST, ALONG THE SOUTH
 BK2947'SIDE OF THE HIGHWAY. THE STATION IS THE LIGHT ATOP OF THE MICRO-WAVE
 BK2947'MAST, A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 BK2947'ALTERNATELY RED AND WHITE, WITH 1 REFLECTOR AT THE TOP AND 1 REFLECTOR
 BK2947'AT ABOUT 30.0 FT (9.1 M) WITH THE MAST HAVING AN OVERALL HEIGHT OF
 BK2947'210.0 FT.
 BK2947
 BK2947                          STATION RECOVERY (1996)
 BK2947
 BK2947'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2947'RECOVERED IN GOOD CONDITION.
 BK2947
 BK2947                          STATION RECOVERY (2002)
 BK2947
 BK2947'RECOVERY NOTE BY US POWER SQUADRON 2002 (CMM)
 BK2947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1847 ***********************************************************************
 CQ1847  DESIGNATION -  LACHUTE 1 BOLT
 CQ1847  PID         -  CQ1847
 CQ1847  STATE/COUNTY-  LA/CADDO
 CQ1847  USGS QUAD   -  ELM GROVE (1980)
 CQ1847
 CQ1847                         *CURRENT SURVEY CONTROL
 CQ1847  ___________________________________________________________________
 CQ1847* NAD 83(1986)-  32 15 56.     (N)    093 31 41.     (W)     SCALED    
 CQ1847* NAVD 88     -        43.33   (+/-2cm)     142.2    (feet)  VERTCON   
 CQ1847  ___________________________________________________________________
 CQ1847  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1847
 CQ1847  VERT ORDER  -  ? (See Below)
 CQ1847
 CQ1847.The horizontal coordinates were scaled from a topographic map and have
 CQ1847.an estimated accuracy of +/- 6 seconds.
 CQ1847
 CQ1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1847.The vertical order pertains to the NGVD 29 superseded value.
 CQ1847
 CQ1847.The geoid height was determined by GEOID03.
 CQ1847
 CQ1847;                    North         East    Units  Estimated Accuracy
 CQ1847;SPC LA N     -   196,220.      903,150.      MT  (+/- 180 meters Scaled)
 CQ1847
 CQ1847                          SUPERSEDED SURVEY CONTROL
 CQ1847
 CQ1847  NGVD 29 (??/??/??)   43.380  (m)          142.32   (f) ADJUSTED    ?  
 CQ1847
 CQ1847.Superseded values are not recommended for survey control.
 CQ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1847.See file dsdata.txt to determine how the superseded data were derived.
 CQ1847
 CQ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR502699(NAD 83)
 CQ1847_MARKER: B = BOLT
 CQ1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1847_SP_SET: STONE
 CQ1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1847+STABILITY: SURFACE MOTION
 CQ1847
 CQ1847  HISTORY     - Date     Condition        Report By
 CQ1847  HISTORY     - UNK      MONUMENTED       DOD
 CQ1847  HISTORY     - 1938     GOOD             CGS
 CQ1847  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1847
 CQ1847                          STATION DESCRIPTION
 CQ1847
 CQ1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1847'IN LACHUTE.
 CQ1847'AT LACHUTE, CADDO PARISH ON STATE HIGHWAY 20, AT THE CROSSING OF THE
 CQ1847'TEXAS AND PACIFIC RAILWAY SPUR LINE, ABOUT 300 FEET SOUTHWEST OF A
 CQ1847'GIN, 29 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND JUST
 CQ1847'OUTSIDE OF A FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE
 CQ1847'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ1847'PROJECTING 8 INCHES ABOVE GROUND, AND BEARING A CORPS OF ENGINEERS,
 CQ1847'U.S. ARMY, STANDARD CAP.
 CQ1847
 CQ1847                          STATION RECOVERY (1969)
 CQ1847
 CQ1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1848 ***********************************************************************
 CQ1848  DESIGNATION -  LACHUTE 1 CAP
 CQ1848  PID         -  CQ1848
 CQ1848  STATE/COUNTY-  LA/CADDO
 CQ1848  USGS QUAD   -  ELM GROVE (1980)
 CQ1848
 CQ1848                         *CURRENT SURVEY CONTROL
 CQ1848  ___________________________________________________________________
 CQ1848* NAD 83(1986)-  32 15 56.     (N)    093 31 41.     (W)     SCALED    
 CQ1848* NAVD 88     -        44.55   (+/-2cm)     146.2    (feet)  VERTCON   
 CQ1848  ___________________________________________________________________
 CQ1848  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1848
 CQ1848  VERT ORDER  -  ? (See Below)
 CQ1848
 CQ1848.The horizontal coordinates were scaled from a topographic map and have
 CQ1848.an estimated accuracy of +/- 6 seconds.
 CQ1848
 CQ1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1848.The vertical order pertains to the NGVD 29 superseded value.
 CQ1848
 CQ1848.The geoid height was determined by GEOID03.
 CQ1848
 CQ1848;                    North         East    Units  Estimated Accuracy
 CQ1848;SPC LA N     -   196,220.      903,150.      MT  (+/- 180 meters Scaled)
 CQ1848
 CQ1848                          SUPERSEDED SURVEY CONTROL
 CQ1848
 CQ1848  NGVD 29 (??/??/??)   44.602  (m)          146.33   (f) ADJUSTED    ?  
 CQ1848
 CQ1848.Superseded values are not recommended for survey control.
 CQ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1848.See file dsdata.txt to determine how the superseded data were derived.
 CQ1848
 CQ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR502699(NAD 83)
 CQ1848_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1848_SP_SET: PIPE
 CQ1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1848
 CQ1848  HISTORY     - Date     Condition        Report By
 CQ1848  HISTORY     - UNK      MONUMENTED       DOD
 CQ1848  HISTORY     - 1938     GOOD             CGS
 CQ1848  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1848  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1848
 CQ1848                          STATION DESCRIPTION
 CQ1848
 CQ1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1848'IN LACHUTE.
 CQ1848'AT LACHUTE, CADDO PARISH ON STATE HIGHWAY 20, AT THE CROSSING OF THE
 CQ1848'TEXAS AND PACIFIC RAILWAY SPUR LINE, ABOUT 300 FEET SOUTHWEST OF A
 CQ1848'GIN, 29 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND JUST
 CQ1848'OUTSIDE OF A FENCE CORNER.  AN IRON PIPE PROJECTING 8 INCHES ABOVE
 CQ1848'GROUND, AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1848
 CQ1848                          STATION RECOVERY (1969)
 CQ1848
 CQ1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1848'MARK NOT FOUND.
 CQ1848
 CQ1848                          STATION RECOVERY (1977)
 CQ1848
 CQ1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1848'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2881 ***********************************************************************
 BH2881  DESIGNATION -  LACOMBE BAYOU LIGHT
 BH2881  PID         -  BH2881
 BH2881  STATE/COUNTY-  LA/ST TAMMANY
 BH2881  USGS QUAD   -  LACOMBE (1994)
 BH2881
 BH2881                         *CURRENT SURVEY CONTROL
 BH2881  ___________________________________________________________________
 BH2881* NAD 83(1992)-  30 15 20.38246(N)    089 57 04.86808(W)     ADJUSTED  
 BH2881* NAVD 88     -                                                        
 BH2881  **This station is located in a subsidence area (see below).
 BH2881  ___________________________________________________________________
 BH2881  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BH2881  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BH2881
 BH2881  HORZ ORDER  -  THIRD
 BH2881
 BH2881.The horizontal coordinates were established by classical geodetic methods
 BH2881.and adjusted by the National Geodetic Survey in May 1994..
 BH2881
 BH2881 ** The orthometric height has not been validated since last determined
 BH2881 ** by differential leveling and should not be used for control purposes.
 BH2881 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2881 ** area with valid NAVD 88 orthometric heights.
 BH2881 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2881 ** epoch indicated which incorporates improved geoid heights for the
 BH2881 ** Southern Louisiana Subsidence area.
 BH2881 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2881
 BH2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2881
 BH2881.The geoid height was determined by GEOID03.
 BH2881
 BH2881;                    North         East     Units Scale Factor Converg.
 BH2881;SPC LA S     -   195,407.635 1,132,987.307   MT  0.99993559   +0 41 27.6
 BH2881;SPC LA S     -   641,099.88  3,717,142.52   sFT  0.99993559   +0 41 27.6
 BH2881;SPC MS E     -    84,290.186   192,406.088   MT  1.00009277   -0 33 48.2
 BH2881;SPC MS E     -   276,542.05    631,252.31   sFT  1.00009277   -0 33 48.2
 BH2881;UTM  16      - 3,350,802.605   216,019.106   MT  1.00059505   -1 29 17.0
 BH2881;UTM  15      - 3,351,049.931   793,347.037   MT  1.00066178   +1 32 13.9
 BH2881
 BH2881                          SUPERSEDED SURVEY CONTROL
 BH2881
 BH2881  NAD 83(1992)-  30 15 20.38276(N)    089 57 04.86547(W) AD(       ) 4
 BH2881  NAD 83(1986)-  30 15 20.39428(N)    089 57 04.86587(W) AD(       ) 4
 BH2881  NAD 27      -  30 15 19.67594(N)    089 57 04.60393(W) AD(       ) 3
 BH2881
 BH2881.Superseded values are not recommended for survey control.
 BH2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2881.See file dsdata.txt to determine how the superseded data were derived.
 BH2881
 BH2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1601950803(NAD 83)
 BH2881_MARKER: 14 = NAVIGATION LIGHT
 BH2881
 BH2881  HISTORY     - Date     Condition        Report By
 BH2881  HISTORY     - 1953     FIRST OBSERVED   CGS
 BH2881
 BH2881                          STATION DESCRIPTION
 BH2881
 BH2881'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2584 ***********************************************************************
 AU2584  DESIGNATION -  LACROIX 1933
 AU2584  PID         -  AU2584
 AU2584  STATE/COUNTY-  LA/IBERIA
 AU2584  USGS QUAD   -  BAYOU LUCIEN (1978)
 AU2584
 AU2584                         *CURRENT SURVEY CONTROL
 AU2584  ___________________________________________________________________
 AU2584* NAD 83(1992)-  29 32 18.71682(N)    091 57 23.89227(W)     ADJUSTED  
 AU2584* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2584  ___________________________________________________________________
 AU2584  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2584  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AU2584
 AU2584  HORZ ORDER  -  THIRD
 AU2584
 AU2584.The horizontal coordinates were established by classical geodetic methods
 AU2584.and adjusted by the National Geodetic Survey in January 1993..
 AU2584
 AU2584.The orthometric height was scaled from a topographic map.
 AU2584
 AU2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2584
 AU2584.The geoid height was determined by GEOID03.
 AU2584
 AU2584;                    North         East     Units Scale Factor Converg.
 AU2584;SPC LA S     -   115,280.952   939,586.308   MT  0.99995808   -0 18 42.0
 AU2584;SPC LA S     -   378,217.59  3,082,626.08   sFT  0.99995808   -0 18 42.0
 AU2584;UTM  15      - 3,268,106.633   601,095.177   MT  0.99972610   +0 30 52.0
 AU2584
 AU2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2584!SPC LA S     -   1.00000400  x   0.99995808  =   0.99996208
 AU2584!UTM  15      -   1.00000400  x   0.99972610  =   0.99973010
 AU2584
 AU2584                          SUPERSEDED SURVEY CONTROL
 AU2584
 AU2584  NAD 83(1986)-  29 32 18.74063(N)    091 57 23.88343(W) AD(       ) 3
 AU2584  NAD 27      -  29 32 17.94700(N)    091 57 23.46100(W) AD(       ) 3
 AU2584
 AU2584.Superseded values are not recommended for survey control.
 AU2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2584.See file dsdata.txt to determine how the superseded data were derived.
 AU2584
 AU2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0109568107(NAD 83)
 AU2584_MARKER: DS = TRIANGULATION STATION DISK
 AU2584_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2584_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2584
 AU2584  HISTORY     - Date     Condition        Report By
 AU2584  HISTORY     - 1933     MONUMENTED       CGS
 AU2584  HISTORY     - 1948     GOOD             CGS
 AU2584  HISTORY     - 1960     GOOD             CGS
 AU2584
 AU2584                          STATION DESCRIPTION
 AU2584
 AU2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2584'STATION IS ON THE S SHORE OF MARSH ISLAND, ABOUT 2 MILES
 AU2584'ESE OF CHENIER LA CROIX, ON THE W SIDE OF A COVE 0.5 MILE
 AU2584'E OF THE W POINT, AND 157 METERS (515 FEET) INSHORE IN HARD
 AU2584'MARSH.  THERE ARE NUMEROUS OYSTER REEFS IN FRONT OF THE STATION
 AU2584'WHICH ARE ALMOST BARE AT LOW WATER.
 AU2584'
 AU2584'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2584'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2584'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2584'INTO THE MARSH.
 AU2584'
 AU2584'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2584'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2584'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 25.326 METERS
 AU2584'(83.09 FEET) FROM THE STATION S 62 DEG E.
 AU2584'
 AU2584'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2584'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2584'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 25.954 METERS
 AU2584'(85.15 FEET) FROM THE STATION N 28 DEG E.
 AU2584
 AU2584                          STATION RECOVERY (1948)
 AU2584
 AU2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2584'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2584'ORIGINAL DESCRIPTION ADEQUATE EXCEPT THAT DISTANCE TO THE
 AU2584'MEAN HIGH-WATER LINE IS NOW 125.0 METERS (410 FEET).
 AU2584
 AU2584                          STATION RECOVERY (1960)
 AU2584
 AU2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2584'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2584'THE 1948 RECOVERY NOTE BY C.W.C. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2751 ***********************************************************************
 BK2751  DESIGNATION -  LAFAYETTE CABLE TV MAST
 BK2751  PID         -  BK2751
 BK2751  STATE/COUNTY-  LA/LAFAYETTE
 BK2751  USGS QUAD   -  LAFAYETTE (1994)
 BK2751
 BK2751                         *CURRENT SURVEY CONTROL
 BK2751  ___________________________________________________________________
 BK2751* NAD 83(1992)-  30 09 46.47769(N)    092 05 25.34459(W)     ADJUSTED  
 BK2751* NAVD 88     -                                                        
 BK2751  **This station is located in a subsidence area (see below).
 BK2751  ___________________________________________________________________
 BK2751  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2751  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2751
 BK2751  HORZ ORDER  -  THIRD
 BK2751
 BK2751.The horizontal coordinates were established by classical geodetic methods
 BK2751.and adjusted by the National Geodetic Survey in January 1993..
 BK2751
 BK2751 ** The orthometric height has not been validated since last determined
 BK2751 ** by differential leveling and should not be used for control purposes.
 BK2751 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2751 ** area with valid NAVD 88 orthometric heights.
 BK2751 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2751 ** epoch indicated which incorporates improved geoid heights for the
 BK2751 ** Southern Louisiana Subsidence area.
 BK2751 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2751
 BK2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2751
 BK2751.The geoid height was determined by GEOID03.
 BK2751
 BK2751;                    North         East     Units Scale Factor Converg.
 BK2751;SPC LA S     -   184,565.216   927,081.266   MT  0.99992973   -0 22 42.7
 BK2751;SPC LA S     -   605,527.71  3,041,599.12   sFT  0.99992973   -0 22 42.7
 BK2751;UTM  15      - 3,337,186.748   587,589.557   MT  0.99969465   +0 27 25.5
 BK2751
 BK2751                          SUPERSEDED SURVEY CONTROL
 BK2751
 BK2751  NAD 83(1986)-  30 09 46.49746(N)    092 05 25.33860(W) AD(       ) 4
 BK2751  NAD 27      -  30 09 45.76826(N)    092 05 24.89548(W) AD(       ) 3
 BK2751
 BK2751.Superseded values are not recommended for survey control.
 BK2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2751.See file dsdata.txt to determine how the superseded data were derived.
 BK2751
 BK2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8759037187(NAD 83)
 BK2751_MARKER: 42 = RADIO/TV MAST
 BK2751
 BK2751  HISTORY     - Date     Condition        Report By
 BK2751  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2751  HISTORY     - 19950318 GOOD             USPSQD
 BK2751  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 BK2751
 BK2751                          STATION DESCRIPTION
 BK2751
 BK2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2751'THE RED LIGHT AT THE TOP CENTER OF THE TELEVISION MAST OF THE
 BK2751'LAFAYETTE ALL CHANNELS CABLE TELEVISION COMPANY.  IT IS A
 BK2751'STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED IN
 BK2751'ALTERNATE BANDS OF RED AND WHITE, HAS ABOUT SEVEN DIFFERENT
 BK2751'ANTENNAS CONNECTED TO THE MAIN STRUCTURE AND IS ABOUT 225 FEET
 BK2751'TALL.
 BK2751'
 BK2751'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 167 AND STATE
 BK2751'HIGHWAY 3073 AT THE SOUTHWEST EDGE OF LAFAYETTE, GO SOUTHERLY ON
 BK2751'HIGHWAY 167 FOR 1.4 MILES TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND
 BK2751'GO WESTERLY ON THE GRAVELED ROAD FOR 0.45 MILE TO THE STATION AT
 BK2751'THE END OF THE ROAD.
 BK2751
 BK2751                          STATION RECOVERY (1995)
 BK2751
 BK2751'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2751'RECOVERED IN GOOD CONDITION.
 BK2751
 BK2751                          STATION RECOVERY (2003)
 BK2751
 BK2751'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK2751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2754 ***********************************************************************
 BK2754  DESIGNATION -  LAFAYETTE CL SHER KDH 532 MST
 BK2754  PID         -  BK2754
 BK2754  STATE/COUNTY-  LA/LAFAYETTE
 BK2754  USGS QUAD   -  LAFAYETTE (1994)
 BK2754
 BK2754                         *CURRENT SURVEY CONTROL
 BK2754  ___________________________________________________________________
 BK2754* NAD 83(1992)-  30 08 51.91185(N)    092 05 52.39885(W)     ADJUSTED  
 BK2754* NAVD 88     -                                                        
 BK2754  **This station is located in a subsidence area (see below).
 BK2754  ___________________________________________________________________
 BK2754  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2754  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2754
 BK2754  HORZ ORDER  -  THIRD
 BK2754
 BK2754.The horizontal coordinates were established by classical geodetic methods
 BK2754.and adjusted by the National Geodetic Survey in January 1993..
 BK2754
 BK2754 ** The orthometric height has not been validated since last determined
 BK2754 ** by differential leveling and should not be used for control purposes.
 BK2754 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2754 ** area with valid NAVD 88 orthometric heights.
 BK2754 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2754 ** epoch indicated which incorporates improved geoid heights for the
 BK2754 ** Southern Louisiana Subsidence area.
 BK2754 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2754
 BK2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2754
 BK2754.The geoid height was determined by GEOID03.
 BK2754
 BK2754;                    North         East     Units Scale Factor Converg.
 BK2754;SPC LA S     -   182,889.928   926,346.209   MT  0.99992902   -0 22 56.2
 BK2754;SPC LA S     -   600,031.37  3,039,187.52   sFT  0.99992902   -0 22 56.2
 BK2754;UTM  15      - 3,335,501.317   586,879.174   MT  0.99969312   +0 27 11.2
 BK2754
 BK2754                          SUPERSEDED SURVEY CONTROL
 BK2754
 BK2754  NAD 83(1986)-  30 08 51.93158(N)    092 05 52.39305(W) AD(       ) 4
 BK2754  NAD 27      -  30 08 51.20094(N)    092 05 51.94784(W) AD(       ) 3
 BK2754
 BK2754.Superseded values are not recommended for survey control.
 BK2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2754.See file dsdata.txt to determine how the superseded data were derived.
 BK2754
 BK2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8687935501(NAD 83)
 BK2754_MARKER: 42 = RADIO/TV MAST
 BK2754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2754+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 BK2754
 BK2754  HISTORY     - Date     Condition        Report By
 BK2754  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2754  HISTORY     - 19950318 GOOD             USPSQD
 BK2754  HISTORY     - 20031128 GOOD             USPSQD
 BK2754
 BK2754                          STATION DESCRIPTION
 BK2754
 BK2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2754'THE RED LIGHT AT THE TOP CENTER OF THE RADIO MAST OF THE CLARK,
 BK2754'SHERWOOD CONTRACTORS.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN
 BK2754'CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS
 BK2754'420 FEET TALL.
 BK2754'
 BK2754'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 167 AND STATE
 BK2754'HIGHWAY 3073 AT THE SOUTHWEST EDGE OF LAFAYETTE, GO SOUTHERLY ON
 BK2754'HIGHWAY 167 FOR 2.6 MILES TO THE STATION ON THE RIGHT, AT THE
 BK2754'NORTHWEST CORNER OF THE CONTRACTORS HEADQUARTERS BUILDING.
 BK2754
 BK2754                          STATION RECOVERY (1995)
 BK2754
 BK2754'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2754'RECOVERED IN GOOD CONDITION.
 BK2754
 BK2754                          STATION RECOVERY (2003)
 BK2754
 BK2754'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK2754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2742 ***********************************************************************
 BK2742  DESIGNATION -  LAFAYETTE DIST NO 1 TANK
 BK2742  PID         -  BK2742
 BK2742  STATE/COUNTY-  LA/LAFAYETTE
 BK2742  USGS QUAD   -  LAFAYETTE (1994)
 BK2742
 BK2742                         *CURRENT SURVEY CONTROL
 BK2742  ___________________________________________________________________
 BK2742* NAD 83(1992)-  30 12 31.70427(N)    092 02 35.84094(W)     ADJUSTED  
 BK2742* NAVD 88     -                                                        
 BK2742  **This station is located in a subsidence area (see below).
 BK2742  ___________________________________________________________________
 BK2742  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2742  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2742
 BK2742  HORZ ORDER  -  THIRD
 BK2742
 BK2742.The horizontal coordinates were established by classical geodetic methods
 BK2742.and adjusted by the National Geodetic Survey in January 1993..
 BK2742
 BK2742 ** The orthometric height has not been validated since last determined
 BK2742 ** by differential leveling and should not be used for control purposes.
 BK2742 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2742 ** area with valid NAVD 88 orthometric heights.
 BK2742 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2742 ** epoch indicated which incorporates improved geoid heights for the
 BK2742 ** Southern Louisiana Subsidence area.
 BK2742 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2742
 BK2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2742
 BK2742.The geoid height was determined by GEOID03.
 BK2742
 BK2742;                    North         East     Units Scale Factor Converg.
 BK2742;SPC LA S     -   189,623.594   931,647.930   MT  0.99993230   -0 21 18.0
 BK2742;SPC LA S     -   622,123.41  3,056,581.58   sFT  0.99993230   -0 21 18.0
 BK2742;UTM  15      - 3,342,310.031   592,080.892   MT  0.99970460   +0 28 53.1
 BK2742
 BK2742                          SUPERSEDED SURVEY CONTROL
 BK2742
 BK2742  NAD 83(1986)-  30 12 31.72336(N)    092 02 35.83516(W) AD(       ) 4
 BK2742  NAD 27      -  30 12 30.99749(N)    092 02 35.39833(W) AD(       ) 3
 BK2742
 BK2742.Superseded values are not recommended for survey control.
 BK2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2742.See file dsdata.txt to determine how the superseded data were derived.
 BK2742
 BK2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9208142310(NAD 83)
 BK2742_MARKER: 53 = ELEVATED TANK
 BK2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2742+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 BK2742
 BK2742  HISTORY     - Date     Condition        Report By
 BK2742  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2742  HISTORY     - 19950227 GOOD             USPSQD
 BK2742  HISTORY     - 20030208 GOOD             USPSQD
 BK2742  HISTORY     - 20031125 GOOD             USPSQD
 BK2742  HISTORY     - 20050309 GOOD             USPSQD
 BK2742
 BK2742                          STATION DESCRIPTION
 BK2742
 BK2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2742'THE VENT AT THE TOP CENTER OF THE CITY OF LAFAYETTE DISTRICT NUMBER
 BK2742'1 TANK, LOCATED AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 BK2742'BERTRAND DRIVE AND ARCENEAUX STREET IN THE SOUTHWEST PART OF
 BK2742'LAFAYETTE.  THE TANK IS PAINTED SILVER, SUPPORTED BY A SIX-LEGGED
 BK2742'TUBULAR STEEL STRUCTURE AND IS 168 FEET TALL.
 BK2742
 BK2742                          STATION RECOVERY (1995)
 BK2742
 BK2742'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2742'RECOVERED IN GOOD CONDITION.
 BK2742
 BK2742                          STATION RECOVERY (2003)
 BK2742
 BK2742'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPD)
 BK2742'RECOVERED IN GOOD CONDITION.
 BK2742
 BK2742                          STATION RECOVERY (2003)
 BK2742
 BK2742'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK2742'TANK IS NOW PAINTED WHITE.
 BK2742
 BK2742                          STATION RECOVERY (2005)
 BK2742
 BK2742'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BK2742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5203 ***********************************************************************
 BJ5203  DESIGNATION -  LAFAYETTE GOVT RADIO MAST
 BJ5203  PID         -  BJ5203
 BJ5203  STATE/COUNTY-  LA/LAFAYETTE
 BJ5203  USGS QUAD   -  BREAUX BRIDGE (1970)
 BJ5203
 BJ5203                         *CURRENT SURVEY CONTROL
 BJ5203  ___________________________________________________________________
 BJ5203* NAD 83(1992)-  30 17 01.99317(N)    091 59 59.15162(W)     ADJUSTED  
 BJ5203* NAVD 88     -                                                        
 BJ5203  **This station is located in a subsidence area (see below).
 BJ5203  ___________________________________________________________________
 BJ5203  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ5203  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ5203
 BJ5203  HORZ ORDER  -  THIRD
 BJ5203
 BJ5203.The horizontal coordinates were established by classical geodetic methods
 BJ5203.and adjusted by the National Geodetic Survey in January 1993..
 BJ5203
 BJ5203 ** The orthometric height has not been validated since last determined
 BJ5203 ** by differential leveling and should not be used for control purposes.
 BJ5203 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5203 ** area with valid NAVD 88 orthometric heights.
 BJ5203 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5203 ** epoch indicated which incorporates improved geoid heights for the
 BJ5203 ** Southern Louisiana Subsidence area.
 BJ5203 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5203
 BJ5203.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5203
 BJ5203.The geoid height was determined by GEOID03.
 BJ5203
 BJ5203;                    North         East     Units Scale Factor Converg.
 BJ5203;SPC LA S     -   197,920.887   935,886.701   MT  0.99993790   -0 19 59.6
 BJ5203;SPC LA S     -   649,345.44  3,070,488.28   sFT  0.99993790   -0 19 59.6
 BJ5203;UTM  15      - 3,350,666.474   596,197.072   MT  0.99971416   +0 30 16.0
 BJ5203
 BJ5203                          SUPERSEDED SURVEY CONTROL
 BJ5203
 BJ5203  NAD 83(1986)-  30 17 02.01303(N)    091 59 59.14587(W) AD(       ) 4
 BJ5203  NAD 27      -  30 17 01.29557(N)    091 59 58.71420(W) AD(       ) 3
 BJ5203
 BJ5203.Superseded values are not recommended for survey control.
 BJ5203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5203.See file dsdata.txt to determine how the superseded data were derived.
 BJ5203
 BJ5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9619750666(NAD 83)
 BJ5203_MARKER: 42 = RADIO/TV MAST
 BJ5203
 BJ5203  HISTORY     - Date     Condition        Report By
 BJ5203  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5203  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BJ5203
 BJ5203                          STATION DESCRIPTION
 BJ5203
 BJ5203'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5203'THE STATION IS THE RED LIGHT AT THE TOP CENTER OF THE RADIO MAST OF
 BJ5203'A GOVERNMENT ORGANIZATION.  IT IS A STRUCTURAL STEEL MAST,
 BJ5203'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 BJ5203'WHITE AND IS ABOUT 210 FEET HIGH.
 BJ5203'
 BJ5203'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 167 AND
 BJ5203'MOUTON SWITCH ROAD, ABOUT 3-1/2 MILES NORTH-NORTHEAST OF THE
 BJ5203'CENTER OF LAFAYETTE, GO EAST ON MOUTON SWITCH ROAD FOR 0.5 MILE TO
 BJ5203'A CROSSROAD.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 728-1 FOR 0.8
 BJ5203'MILE TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 BJ5203'THE GRAVELED ROAD FOR 0.3 MILE TO TWO LARGE TWIN OAK TREES, ONE ON
 BJ5203'EACH SIDE OF THE ROAD AND THE STATION IN PASTURE LAND ABOUT 300
 BJ5203'FEET NORTH OF THE OAK TREES.
 BJ5203
 BJ5203                          STATION RECOVERY (1995)
 BJ5203
 BJ5203'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2734 ***********************************************************************
 BK2734  DESIGNATION -  LAFAYETTE GRIEG ST MUN TANK
 BK2734  PID         -  BK2734
 BK2734  STATE/COUNTY-  LA/LAFAYETTE
 BK2734  USGS QUAD   -  LAFAYETTE (1994)
 BK2734
 BK2734                         *CURRENT SURVEY CONTROL
 BK2734  ___________________________________________________________________
 BK2734* NAD 83(1992)-  30 13 58.17706(N)    092 00 55.10874(W)     ADJUSTED  
 BK2734* NAVD 88     -                                                        
 BK2734  **This station is located in a subsidence area (see below).
 BK2734  ___________________________________________________________________
 BK2734  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2734  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2734
 BK2734  HORZ ORDER  -  THIRD
 BK2734
 BK2734.The horizontal coordinates were established by classical geodetic methods
 BK2734.and adjusted by the National Geodetic Survey in January 1993..
 BK2734
 BK2734 ** The orthometric height has not been validated since last determined
 BK2734 ** by differential leveling and should not be used for control purposes.
 BK2734 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2734 ** area with valid NAVD 88 orthometric heights.
 BK2734 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2734 ** epoch indicated which incorporates improved geoid heights for the
 BK2734 ** Southern Louisiana Subsidence area.
 BK2734 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2734
 BK2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2734
 BK2734.The geoid height was determined by GEOID03.
 BK2734
 BK2734;                    North         East     Units Scale Factor Converg.
 BK2734;SPC LA S     -   192,269.797   934,357.673   MT  0.99993391   -0 20 27.6
 BK2734;SPC LA S     -   630,805.16  3,065,471.80   sFT  0.99993391   -0 20 27.6
 BK2734;UTM  15      - 3,344,994.912   594,751.106   MT  0.99971076   +0 29 45.0
 BK2734
 BK2734                          SUPERSEDED SURVEY CONTROL
 BK2734
 BK2734  NAD 83(1986)-  30 13 58.19652(N)    092 00 55.10268(W) AD(       ) 4
 BK2734  NAD 27      -  30 13 57.47395(N)    092 00 54.66995(W) AD(       ) 3
 BK2734
 BK2734.Superseded values are not recommended for survey control.
 BK2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2734.See file dsdata.txt to determine how the superseded data were derived.
 BK2734
 BK2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9475144995(NAD 83)
 BK2734_MARKER: 53 = ELEVATED TANK
 BK2734
 BK2734  HISTORY     - Date     Condition        Report By
 BK2734  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2734  HISTORY     - 1979     GOOD             NGS
 BK2734  HISTORY     - 19950227 GOOD             USPSQD
 BK2734  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 BK2734
 BK2734                          STATION DESCRIPTION
 BK2734
 BK2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2734'THE VENT AT THE TOP CENTER OF THE CITY OF LAFAYETTE GREIG STREET
 BK2734'MUNICIPAL WATER TANK, LOCATED ON THE EAST SIDE OF THE CITY UTILITIES
 BK2734'COMPANY BUILDING, ON THE SOUTH SIDE OF GREIG STREET AND AT THE
 BK2734'NORTH END OF STREET OF LOVE, NEAR THE EAST EDGE OF LAFAYETTE.  THE
 BK2734'TANK IS PAINTED GREEN, SUPPORTED BY AN EIGHT-LEGGED TUBULAR
 BK2734'STEEL STRUCTURE AND IS 173 FEET HIGH.
 BK2734
 BK2734                          STATION RECOVERY (1979)
 BK2734
 BK2734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 BK2734'TANK WAS RECOVERED AS DESCRIBED.
 BK2734'
 BK2734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAFAYETTE.
 BK2734
 BK2734                          STATION RECOVERY (1995)
 BK2734
 BK2734'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2734'RECOVERED IN GOOD CONDITION.
 BK2734
 BK2734                          STATION RECOVERY (2003)
 BK2734
 BK2734'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK2734'MUNI-TANK WAS DISMANTLED 2000-2001 AS PER WATER TREATMENT PLANT
 BK2734'EMPLOYEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2746 ***********************************************************************
 BK2746  DESIGNATION -  LAFAYETTE HOWARD BROS TANK
 BK2746  PID         -  BK2746
 BK2746  STATE/COUNTY-  LA/LAFAYETTE
 BK2746  USGS QUAD   -  LAFAYETTE (1994)
 BK2746
 BK2746                         *CURRENT SURVEY CONTROL
 BK2746  ___________________________________________________________________
 BK2746* NAD 83(1992)-  30 11 09.17275(N)    092 03 47.67904(W)     ADJUSTED  
 BK2746* NAVD 88     -                                                        
 BK2746  **This station is located in a subsidence area (see below).
 BK2746  ___________________________________________________________________
 BK2746  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2746  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2746
 BK2746  HORZ ORDER  -  THIRD
 BK2746
 BK2746.The horizontal coordinates were established by classical geodetic methods
 BK2746.and adjusted by the National Geodetic Survey in January 1993..
 BK2746
 BK2746 ** The orthometric height has not been validated since last determined
 BK2746 ** by differential leveling and should not be used for control purposes.
 BK2746 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2746 ** area with valid NAVD 88 orthometric heights.
 BK2746 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2746 ** epoch indicated which incorporates improved geoid heights for the
 BK2746 ** Southern Louisiana Subsidence area.
 BK2746 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2746
 BK2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2746
 BK2746.The geoid height was determined by GEOID03.
 BK2746
 BK2746;                    North         East     Units Scale Factor Converg.
 BK2746;SPC LA S     -   187,094.475   929,710.568   MT  0.99993094   -0 21 53.9
 BK2746;SPC LA S     -   613,825.79  3,050,225.42   sFT  0.99993094   -0 21 53.9
 BK2746;UTM  15      - 3,339,753.493   590,181.081   MT  0.99970033   +0 28 15.7
 BK2746
 BK2746                          SUPERSEDED SURVEY CONTROL
 BK2746
 BK2746  NAD 83(1986)-  30 11 09.19234(N)    092 03 47.67314(W) AD(       ) 4
 BK2746  NAD 27      -  30 11 08.46533(N)    092 03 47.23332(W) AD(       ) 3
 BK2746
 BK2746.Superseded values are not recommended for survey control.
 BK2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2746.See file dsdata.txt to determine how the superseded data were derived.
 BK2746
 BK2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9018139753(NAD 83)
 BK2746_MARKER: 53 = ELEVATED TANK
 BK2746
 BK2746  HISTORY     - Date     Condition        Report By
 BK2746  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2746  HISTORY     - 19910907 MARK NOT FOUND   USPSQD
 BK2746
 BK2746                          STATION DESCRIPTION
 BK2746
 BK2746'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2746'THE STATION IS THE BALL AT THE TOP CENTER OF THE HOWARD BROTHERS
 BK2746'DISCOUNT COMPANY WATER TANK.  LOCATED AT THE SOUTHWEST EDGE OF
 BK2746'LAFAYETTE, 0.15 MILE SOUTH OF U.S. HIGHWAY 167 AND ON THE WEST SIDE
 BK2746'OF THE GIBSON DISCOUNT BUILDING.
 BK2746'
 BK2746'THE TANK IS PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED STEEL
 BK2746'STRUCTURE AND IS ABOUT 165 FEET HIGH.
 BK2746
 BK2746                          STATION RECOVERY (1991)
 BK2746
 BK2746'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2717 ***********************************************************************
 BK2717  DESIGNATION -  LAFAYETTE J B TAYLOR MAST
 BK2717  PID         -  BK2717
 BK2717  STATE/COUNTY-  LA/LAFAYETTE
 BK2717  USGS QUAD   -  CARENCRO (1983)
 BK2717
 BK2717                         *CURRENT SURVEY CONTROL
 BK2717  ___________________________________________________________________
 BK2717* NAD 83(1992)-  30 15 01.77048(N)    092 03 55.16689(W)     ADJUSTED  
 BK2717* NAVD 88     -                                                        
 BK2717  **This station is located in a subsidence area (see below).
 BK2717  ___________________________________________________________________
 BK2717  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2717  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2717
 BK2717  HORZ ORDER  -  THIRD
 BK2717
 BK2717.The horizontal coordinates were established by classical geodetic methods
 BK2717.and adjusted by the National Geodetic Survey in January 1993..
 BK2717
 BK2717 ** The orthometric height has not been validated since last determined
 BK2717 ** by differential leveling and should not be used for control purposes.
 BK2717 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2717 ** area with valid NAVD 88 orthometric heights.
 BK2717 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2717 ** epoch indicated which incorporates improved geoid heights for the
 BK2717 ** Southern Louisiana Subsidence area.
 BK2717 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2717
 BK2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2717
 BK2717.The geoid height was determined by GEOID03.
 BK2717
 BK2717;                    North         East     Units Scale Factor Converg.
 BK2717;SPC LA S     -   194,257.594   929,556.024   MT  0.99993520   -0 21 57.6
 BK2717;SPC LA S     -   637,326.79  3,049,718.39   sFT  0.99993520   -0 21 57.6
 BK2717;UTM  15      - 3,346,911.925   589,922.044   MT  0.99969976   +0 28 15.3
 BK2717
 BK2717                          SUPERSEDED SURVEY CONTROL
 BK2717
 BK2717  NAD 83(1986)-  30 15 01.78987(N)    092 03 55.16181(W) AD(       ) 4
 BK2717  NAD 27      -  30 15 01.06747(N)    092 03 54.72300(W) AD(       ) 3
 BK2717
 BK2717.Superseded values are not recommended for survey control.
 BK2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2717.See file dsdata.txt to determine how the superseded data were derived.
 BK2717
 BK2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8992246912(NAD 83)
 BK2717_MARKER: 42 = RADIO/TV MAST
 BK2717
 BK2717  HISTORY     - Date     Condition        Report By
 BK2717  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2717  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BK2717
 BK2717                          STATION DESCRIPTION
 BK2717
 BK2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2717'THE STATION IS THE RED LIGHT AT THE TOP OF THE RADIO MAST OF THE
 BK2717'J.B. TAYLOR COMPANY INCORPORATION.  IT IS A STRUCTURAL STEEL MAST,
 BK2717'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 BK2717'WHITE AND IS 400 FEET TALL.
 BK2717'
 BK2717'THE MAST IS LOCATED ALONG THE NORTH EDGE OF LAFAYETTE, IN THE
 BK2717'NORTHEAST ANGLE OF THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 BK2717'ALBARADO ROAD.
 BK2717
 BK2717                          STATION RECOVERY (1995)
 BK2717
 BK2717'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2708 ***********************************************************************
 BK2708  DESIGNATION -  LAFAYETTE JAYS COMM RAD MAST
 BK2708  PID         -  BK2708
 BK2708  STATE/COUNTY-  LA/LAFAYETTE
 BK2708  USGS QUAD   -  CARENCRO (1983)
 BK2708
 BK2708                         *CURRENT SURVEY CONTROL
 BK2708  ___________________________________________________________________
 BK2708* NAD 83(1992)-  30 15 41.55962(N)    092 02 08.49176(W)     ADJUSTED  
 BK2708* NAVD 88     -                                                        
 BK2708  **This station is located in a subsidence area (see below).
 BK2708  ___________________________________________________________________
 BK2708  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK2708  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2708
 BK2708  HORZ ORDER  -  THIRD
 BK2708
 BK2708.The horizontal coordinates were established by classical geodetic methods
 BK2708.and adjusted by the National Geodetic Survey in January 1993..
 BK2708
 BK2708 ** The orthometric height has not been validated since last determined
 BK2708 ** by differential leveling and should not be used for control purposes.
 BK2708 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2708 ** area with valid NAVD 88 orthometric heights.
 BK2708 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2708 ** epoch indicated which incorporates improved geoid heights for the
 BK2708 ** Southern Louisiana Subsidence area.
 BK2708 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2708
 BK2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2708
 BK2708.The geoid height was determined by GEOID03.
 BK2708
 BK2708;                    North         East     Units Scale Factor Converg.
 BK2708;SPC LA S     -   195,464.893   932,415.165   MT  0.99993605   -0 21 04.3
 BK2708;SPC LA S     -   641,287.74  3,059,098.75   sFT  0.99993605   -0 21 04.3
 BK2708;UTM  15      - 3,348,160.573   592,762.581   MT  0.99970616   +0 29 09.6
 BK2708
 BK2708                          SUPERSEDED SURVEY CONTROL
 BK2708
 BK2708  NAD 83(1986)-  30 15 41.57936(N)    092 02 08.48590(W) AD(       ) 4
 BK2708  NAD 27      -  30 15 40.85884(N)    092 02 08.05201(W) AD(       ) 3
 BK2708
 BK2708.Superseded values are not recommended for survey control.
 BK2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2708.See file dsdata.txt to determine how the superseded data were derived.
 BK2708
 BK2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9276348161(NAD 83)
 BK2708_MARKER: 42 = RADIO/TV MAST
 BK2708
 BK2708  HISTORY     - Date     Condition        Report By
 BK2708  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2708  HISTORY     - 19950227 GOOD             USPSQD
 BK2708
 BK2708                          STATION DESCRIPTION
 BK2708
 BK2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2708'THE RED LIGHT AT THE TOP CENTER OF THE RADIO MAST OF THE JAYS RADIO
 BK2708'COMMUNICATION SERVICE COMPANY.  IT IS A STRUCTURAL STEEL MAST,
 BK2708'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 BK2708'WHITE AND IS ABOUT 350 FEET TALL.
 BK2708'
 BK2708'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 BK2708'AND STATE HIGHWAY 182 AT THE NORTH EDGE OF LAFAYETTE, GO NORTH ON
 BK2708'HIGHWAY 182 FOR 0.6 MILE TO THE STATION ON THE RIGHT, ABOUT 0.2
 BK2708'MILE EAST OF HIGHWAY 182 AND 0.15 MILE NORTH OF A NEW ROAD UNDER
 BK2708'CONSTRUCTION.
 BK2708
 BK2708                          STATION RECOVERY (1995)
 BK2708
 BK2708'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2701 ***********************************************************************
 BK2701  DESIGNATION -  LAFAYETTE POWER RIG MAST 1
 BK2701  PID         -  BK2701
 BK2701  STATE/COUNTY-  LA/LAFAYETTE
 BK2701  USGS QUAD   -  CARENCRO (1983)
 BK2701
 BK2701                         *CURRENT SURVEY CONTROL
 BK2701  ___________________________________________________________________
 BK2701* NAD 83(1992)-  30 16 39.29858(N)    092 01 27.74321(W)     ADJUSTED  
 BK2701* NAVD 88     -                                                        
 BK2701  **This station is located in a subsidence area (see below).
 BK2701  ___________________________________________________________________
 BK2701  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK2701  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2701
 BK2701  HORZ ORDER  -  THIRD
 BK2701
 BK2701.The horizontal coordinates were established by classical geodetic methods
 BK2701.and adjusted by the National Geodetic Survey in January 1993..
 BK2701
 BK2701 ** The orthometric height has not been validated since last determined
 BK2701 ** by differential leveling and should not be used for control purposes.
 BK2701 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2701 ** area with valid NAVD 88 orthometric heights.
 BK2701 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2701 ** epoch indicated which incorporates improved geoid heights for the
 BK2701 ** Southern Louisiana Subsidence area.
 BK2701 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2701
 BK2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2701
 BK2701.The geoid height was determined by GEOID03.
 BK2701
 BK2701;                    North         East     Units Scale Factor Converg.
 BK2701;SPC LA S     -   197,236.117   933,515.053   MT  0.99993736   -0 20 43.9
 BK2701;SPC LA S     -   647,098.83  3,062,707.30   sFT  0.99993736   -0 20 43.9
 BK2701;UTM  15      - 3,349,947.272   593,836.222   MT  0.99970863   +0 29 31.0
 BK2701
 BK2701                          SUPERSEDED SURVEY CONTROL
 BK2701
 BK2701  NAD 83(1986)-  30 16 39.31831(N)    092 01 27.73726(W) AD(       ) 4
 BK2701  NAD 27      -  30 16 38.59928(N)    092 01 27.30408(W) AD(       ) 3
 BK2701
 BK2701.Superseded values are not recommended for survey control.
 BK2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2701.See file dsdata.txt to determine how the superseded data were derived.
 BK2701
 BK2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9383649947(NAD 83)
 BK2701_MARKER: 42 = RADIO/TV MAST
 BK2701
 BK2701  HISTORY     - Date     Condition        Report By
 BK2701  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2701  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BK2701
 BK2701                          STATION DESCRIPTION
 BK2701
 BK2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2701'THE RED LIGHT AT THE TOP CENTER OF THE RADIO MAST OF THE POWER RIG
 BK2701'DRILLING COMPANY INCORPORATION.  IT IS A STRUCTURAL STEEL MAST,
 BK2701'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 BK2701'WHITE AND IS ABOUT 450 FEET TALL.
 BK2701'
 BK2701'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 BK2701'AND U.S. HIGHWAY 167 AT THE NORTHEAST EDGE OF LAFAYETTE, GO NORTH
 BK2701'ON HIGHWAY 167 FOR 1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 BK2701'WEST ON A PAVED ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT IN
 BK2701'PASTURE LAND, ABOUT 0.25 MILE WEST OF A LARGE SINCLAIR TRUCK
 BK2701'STOP.
 BK2701
 BK2701                          STATION RECOVERY (1995)
 BK2701
 BK2701'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2750 ***********************************************************************
 BK2750  DESIGNATION -  LAFAYETTE POWER RIG MAST 2
 BK2750  PID         -  BK2750
 BK2750  STATE/COUNTY-  LA/LAFAYETTE
 BK2750  USGS QUAD   -  LAFAYETTE (1994)
 BK2750
 BK2750                         *CURRENT SURVEY CONTROL
 BK2750  ___________________________________________________________________
 BK2750* NAD 83(1992)-  30 12 49.34524(N)    092 04 59.89332(W)     ADJUSTED  
 BK2750* NAVD 88     -                                                        
 BK2750  **This station is located in a subsidence area (see below).
 BK2750  ___________________________________________________________________
 BK2750  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BK2750  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2750
 BK2750  HORZ ORDER  -  THIRD
 BK2750
 BK2750.The horizontal coordinates were established by classical geodetic methods
 BK2750.and adjusted by the National Geodetic Survey in January 1993..
 BK2750
 BK2750 ** The orthometric height has not been validated since last determined
 BK2750 ** by differential leveling and should not be used for control purposes.
 BK2750 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2750 ** area with valid NAVD 88 orthometric heights.
 BK2750 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2750 ** epoch indicated which incorporates improved geoid heights for the
 BK2750 ** Southern Louisiana Subsidence area.
 BK2750 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2750
 BK2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2750
 BK2750.The geoid height was determined by GEOID03.
 BK2750
 BK2750;                    North         East     Units Scale Factor Converg.
 BK2750;SPC LA S     -   190,191.312   927,799.077   MT  0.99993262   -0 22 30.0
 BK2750;SPC LA S     -   623,986.00  3,043,954.14   sFT  0.99993262   -0 22 30.0
 BK2750;UTM  15      - 3,342,821.389   588,225.058   MT  0.99969603   +0 27 40.8
 BK2750
 BK2750                          SUPERSEDED SURVEY CONTROL
 BK2750
 BK2750  NAD 83(1986)-  30 12 49.36461(N)    092 04 59.88780(W) AD(       ) 4
 BK2750  NAD 27      -  30 12 48.63897(N)    092 04 59.44593(W) AD(       ) 3
 BK2750
 BK2750.Superseded values are not recommended for survey control.
 BK2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2750.See file dsdata.txt to determine how the superseded data were derived.
 BK2750
 BK2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8822542821(NAD 83)
 BK2750_MARKER: 42 = RADIO/TV MAST
 BK2750
 BK2750  HISTORY     - Date     Condition        Report By
 BK2750  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2750  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BK2750
 BK2750                          STATION DESCRIPTION
 BK2750
 BK2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2750'THE RED LIGHT AT THE TOP CENTER OF THE RADIO MAST OF THE POWER RIG
 BK2750'DRILLING COMPANY INCORPORATION.  IT IS A STRUCTURAL STEEL MAST,
 BK2750'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 BK2750'WHITE AND IS ABOUT 440 FEET TALL.
 BK2750'
 BK2750'TO REACH THE STATION FROM THE THE TRAFFIC LIGHT IN SCOTT, GO EAST ON
 BK2750'U.S. HIGHWAY 90 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 93 ON
 BK2750'THE RIGHT.  TURN RIGHT AND GO SOUTH ON HIGHWAY 93 FOR 1.3 MILES TO
 BK2750'A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON THE GRAVELED
 BK2750'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT IN PASTURE LAND.
 BK2750
 BK2750                          STATION RECOVERY (1995)
 BK2750
 BK2750'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2707 ***********************************************************************
 BK2707  DESIGNATION -  LAFAYETTE PREJEAN RAD MAST
 BK2707  PID         -  BK2707
 BK2707  STATE/COUNTY-  LA/LAFAYETTE
 BK2707  USGS QUAD   -  CARENCRO (1983)
 BK2707
 BK2707                         *CURRENT SURVEY CONTROL
 BK2707  ___________________________________________________________________
 BK2707* NAD 83(1992)-  30 16 46.51327(N)    092 02 06.50112(W)     ADJUSTED  
 BK2707* NAVD 88     -                                                        
 BK2707  **This station is located in a subsidence area (see below).
 BK2707  ___________________________________________________________________
 BK2707  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BK2707  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2707
 BK2707  HORZ ORDER  -  THIRD
 BK2707
 BK2707.The horizontal coordinates were established by classical geodetic methods
 BK2707.and adjusted by the National Geodetic Survey in January 1993..
 BK2707
 BK2707 ** The orthometric height has not been validated since last determined
 BK2707 ** by differential leveling and should not be used for control purposes.
 BK2707 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2707 ** area with valid NAVD 88 orthometric heights.
 BK2707 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2707 ** epoch indicated which incorporates improved geoid heights for the
 BK2707 ** Southern Louisiana Subsidence area.
 BK2707 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2707
 BK2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2707
 BK2707.The geoid height was determined by GEOID03.
 BK2707
 BK2707;                    North         East     Units Scale Factor Converg.
 BK2707;SPC LA S     -   197,464.561   932,480.622   MT  0.99993753   -0 21 03.3
 BK2707;SPC LA S     -   647,848.31  3,059,313.51   sFT  0.99993753   -0 21 03.3
 BK2707;UTM  15      - 3,350,160.523   592,798.801   MT  0.99970624   +0 29 11.5
 BK2707
 BK2707                          SUPERSEDED SURVEY CONTROL
 BK2707
 BK2707  NAD 83(1986)-  30 16 46.53298(N)    092 02 06.49513(W) AD(       ) 4
 BK2707  NAD 27      -  30 16 45.81413(N)    092 02 06.06036(W) AD(       ) 3
 BK2707
 BK2707.Superseded values are not recommended for survey control.
 BK2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2707.See file dsdata.txt to determine how the superseded data were derived.
 BK2707
 BK2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9279950161(NAD 83)
 BK2707_MARKER: 42 = RADIO/TV MAST
 BK2707
 BK2707  HISTORY     - Date     Condition        Report By
 BK2707  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2707  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BK2707
 BK2707                          STATION DESCRIPTION
 BK2707
 BK2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2707'THE RED LIGHT AT THE TOP CENTER OF THE RADIO MAST OWNED BY THE
 BK2707'PREJEAN RADIO COMMUNICATION SERVICE.  IT IS A STRUCTURAL STEEL
 BK2707'MAST, TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED
 BK2707'AND WHITE AND IS ABOUT 350 FEET TALL.
 BK2707'
 BK2707'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 BK2707'AND U.S. HIGHWAY 167 AT THE NORTHEAST EDGE OF LAFAYETTE, GO NORTH
 BK2707'ON HIGHWAY 167 FOR 1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 BK2707'WEST ON A PAVED ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT AT A
 BK2707'RAILROAD CROSSING.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 BK2707'0.4 MILE TO WHERE THE ROAD CURVES TO THE EAST AND THE STATION IS
 BK2707'ABOUT 300 FEET NORTHWEST OF THE CENTER OF THE ROAD CURVE AND ON
 BK2707'THE WEST SIDE OF THE RAILROAD TRACK.
 BK2707
 BK2707                          STATION RECOVERY (1995)
 BK2707
 BK2707'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2735 ***********************************************************************
 BK2735  DESIGNATION -  LAFAYETTE S CEN BELL KLK 84
 BK2735  PID         -  BK2735
 BK2735  STATE/COUNTY-  LA/LAFAYETTE
 BK2735  USGS QUAD   -  LAFAYETTE (1994)
 BK2735
 BK2735                         *CURRENT SURVEY CONTROL
 BK2735  ___________________________________________________________________
 BK2735* NAD 83(1992)-  30 13 32.65704(N)    092 01 10.84324(W)     ADJUSTED  
 BK2735* NAVD 88     -                                                        
 BK2735  **This station is located in a subsidence area (see below).
 BK2735  ___________________________________________________________________
 BK2735  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2735  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2735
 BK2735  HORZ ORDER  -  THIRD
 BK2735
 BK2735.The horizontal coordinates were established by classical geodetic methods
 BK2735.and adjusted by the National Geodetic Survey in January 1993..
 BK2735
 BK2735 ** The orthometric height has not been validated since last determined
 BK2735 ** by differential leveling and should not be used for control purposes.
 BK2735 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2735 ** area with valid NAVD 88 orthometric heights.
 BK2735 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2735 ** epoch indicated which incorporates improved geoid heights for the
 BK2735 ** Southern Louisiana Subsidence area.
 BK2735 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2735
 BK2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2735
 BK2735.The geoid height was determined by GEOID03.
 BK2735
 BK2735;                    North         East     Units Scale Factor Converg.
 BK2735;SPC LA S     -   191,486.526   933,932.278   MT  0.99993341   -0 20 35.5
 BK2735;SPC LA S     -   628,235.38  3,064,076.15   sFT  0.99993341   -0 20 35.5
 BK2735;UTM  15      - 3,344,205.688   594,337.287   MT  0.99970979   +0 29 36.7
 BK2735
 BK2735                          SUPERSEDED SURVEY CONTROL
 BK2735
 BK2735  NAD 83(1986)-  30 13 32.67598(N)    092 01 10.83740(W) AD(       ) 4
 BK2735  NAD 27      -  30 13 31.95271(N)    092 01 10.40382(W) AD(       ) 3
 BK2735
 BK2735.Superseded values are not recommended for survey control.
 BK2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2735.See file dsdata.txt to determine how the superseded data were derived.
 BK2735
 BK2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9433744206(NAD 83)
 BK2735_MARKER: 45 = MICROWAVE TOWER
 BK2735
 BK2735  HISTORY     - Date     Condition        Report By
 BK2735  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2735  HISTORY     - 19950227 GOOD             USPSQD
 BK2735  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 BK2735
 BK2735                          STATION DESCRIPTION
 BK2735
 BK2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2735'THE RED LIGHT AT THE TOP OF THE MICROWAVE TOWER OF THE LAFAYETTE
 BK2735'SOUTH CENTRAL BELL TELEPHONE COMPANY MICROWAVE TOWER KLK 84.  IT IS
 BK2735'A FOUR-LEGGED STEEL STRUCTURE, PAINTED IN ALTERNATE BANDS OF RED
 BK2735'AND WHITE, SUPPORTS TEN HORNS AT THE TOP AND IS ABOUT 375 FEET
 BK2735'TALL.
 BK2735'
 BK2735'IT IS NEAR THE CENTER OF LAFAYETTE, AT THE NORTHEAST CORNER OF THE
 BK2735'TELEPHONE COMPANY BUILDING AT S BUCHANAN STREET AND CENTRAL STREET.
 BK2735
 BK2735                          STATION RECOVERY (1995)
 BK2735
 BK2735'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2735'RECOVERED IN GOOD CONDITION.
 BK2735
 BK2735                          STATION RECOVERY (2004)
 BK2735
 BK2735'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2738 ***********************************************************************
 BK2738  DESIGNATION -  LAFAYETTE ST JOHN CATH DOME
 BK2738  PID         -  BK2738
 BK2738  STATE/COUNTY-  LA/LAFAYETTE
 BK2738  USGS QUAD   -  LAFAYETTE (1994)
 BK2738
 BK2738                         *CURRENT SURVEY CONTROL
 BK2738  ___________________________________________________________________
 BK2738* NAD 83(1992)-  30 13 22.42767(N)    092 01 24.29470(W)     ADJUSTED  
 BK2738* NAVD 88     -                                                        
 BK2738  **This station is located in a subsidence area (see below).
 BK2738  ___________________________________________________________________
 BK2738  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2738  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2738
 BK2738  HORZ ORDER  -  THIRD
 BK2738
 BK2738.The horizontal coordinates were established by classical geodetic methods
 BK2738.and adjusted by the National Geodetic Survey in January 1993..
 BK2738
 BK2738 ** The orthometric height has not been validated since last determined
 BK2738 ** by differential leveling and should not be used for control purposes.
 BK2738 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2738 ** area with valid NAVD 88 orthometric heights.
 BK2738 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2738 ** epoch indicated which incorporates improved geoid heights for the
 BK2738 ** Southern Louisiana Subsidence area.
 BK2738 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2738
 BK2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2738
 BK2738.The geoid height was determined by GEOID03.
 BK2738
 BK2738;                    North         East     Units Scale Factor Converg.
 BK2738;SPC LA S     -   191,173.716   933,570.707   MT  0.99993322   -0 20 42.2
 BK2738;SPC LA S     -   627,209.10  3,062,889.89   sFT  0.99993322   -0 20 42.2
 BK2738;UTM  15      - 3,343,887.703   593,980.403   MT  0.99970896   +0 29 29.8
 BK2738
 BK2738                          SUPERSEDED SURVEY CONTROL
 BK2738
 BK2738  NAD 83(1986)-  30 13 22.44503(N)    092 01 24.28963(W) AD(       ) 4
 BK2738  NAD 27      -  30 13 21.72136(N)    092 01 23.85553(W) AD(       ) 3
 BK2738
 BK2738.Superseded values are not recommended for survey control.
 BK2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2738.See file dsdata.txt to determine how the superseded data were derived.
 BK2738
 BK2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9398043888(NAD 83)
 BK2738_MARKER: 87 = DOME
 BK2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2738+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 BK2738
 BK2738  HISTORY     - Date     Condition        Report By
 BK2738  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2738  HISTORY     - 1979     GOOD             NGS
 BK2738  HISTORY     - 19950227 GOOD             USPSQD
 BK2738  HISTORY     - 20030104 GOOD             USPSQD
 BK2738  HISTORY     - 20040307 GOOD             USPSQD
 BK2738
 BK2738                          STATION DESCRIPTION
 BK2738
 BK2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2738'THE STATION IS THE ORNAMENT ON TOP OF THE CROSS AT THE TOP OF THE
 BK2738'ST JOHN CATHEDRAL DOME IN LAFAYETTE.  THE CATHEDRAL IS CONSTRUCTED
 BK2738'OF RED BRICK, TRIMMED IN WHITE AND IS LOCATED ON THE WEST SIDE OF
 BK2738'ST JOHN STREET AND ON THE NORTH SIDE OF CATHEDRAL STREET.
 BK2738
 BK2738                          STATION RECOVERY (1979)
 BK2738
 BK2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 BK2738'DOME RECOVERED AS DESCRIBED.
 BK2738'
 BK2738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAFAYETTE.
 BK2738
 BK2738                          STATION RECOVERY (1995)
 BK2738
 BK2738'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2738'RECOVERED IN GOOD CONDITION.
 BK2738
 BK2738                          STATION RECOVERY (2003)
 BK2738
 BK2738'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BK2738'RECOVERED IN GOOD CONDITION.
 BK2738
 BK2738                          STATION RECOVERY (2004)
 BK2738
 BK2738'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2738'THE ROOSTER ORNAMENT ABOVE THE CROSS IS TOTALY OPEN TO THE SKY
 BK2738'AND SUITABLE FOR SATELLITE USAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2745 ***********************************************************************
 BK2745  DESIGNATION -  LAFAYETTE THOMAS RAD MAST
 BK2745  PID         -  BK2745
 BK2745  STATE/COUNTY-  LA/LAFAYETTE
 BK2745  USGS QUAD   -  LAFAYETTE (1994)
 BK2745
 BK2745                         *CURRENT SURVEY CONTROL
 BK2745  ___________________________________________________________________
 BK2745* NAD 83(1992)-  30 13 58.69427(N)    092 03 10.12204(W)     ADJUSTED  
 BK2745* NAVD 88     -                                                        
 BK2745  **This station is located in a subsidence area (see below).
 BK2745  ___________________________________________________________________
 BK2745  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2745  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2745
 BK2745  HORZ ORDER  -  THIRD
 BK2745
 BK2745.The horizontal coordinates were established by classical geodetic methods
 BK2745.and adjusted by the National Geodetic Survey in January 1993..
 BK2745
 BK2745 ** The orthometric height has not been validated since last determined
 BK2745 ** by differential leveling and should not be used for control purposes.
 BK2745 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2745 ** area with valid NAVD 88 orthometric heights.
 BK2745 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2745 ** epoch indicated which incorporates improved geoid heights for the
 BK2745 ** Southern Louisiana Subsidence area.
 BK2745 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2745
 BK2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2745
 BK2745.The geoid height was determined by GEOID03.
 BK2745
 BK2745;                    North         East     Units Scale Factor Converg.
 BK2745;SPC LA S     -   192,307.797   930,747.964   MT  0.99993392   -0 21 35.1
 BK2745;SPC LA S     -   630,929.83  3,053,628.95   sFT  0.99993392   -0 21 35.1
 BK2745;UTM  15      - 3,344,980.195   591,142.048   MT  0.99970248   +0 28 37.1
 BK2745
 BK2745                          SUPERSEDED SURVEY CONTROL
 BK2745
 BK2745  NAD 83(1986)-  30 13 58.71341(N)    092 03 10.11687(W) AD(       ) 4
 BK2745  NAD 27      -  30 13 57.98949(N)    092 03 09.67922(W) AD(       ) 3
 BK2745
 BK2745.Superseded values are not recommended for survey control.
 BK2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2745.See file dsdata.txt to determine how the superseded data were derived.
 BK2745
 BK2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9114244980(NAD 83)
 BK2745_MARKER: 43 = RADIO/TV TOWER
 BK2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2745+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 BK2745
 BK2745  HISTORY     - Date     Condition        Report By
 BK2745  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2745  HISTORY     - 19950227 GOOD             USPSQD
 BK2745  HISTORY     - 20031125 GOOD             USPSQD
 BK2745  HISTORY     - 20050309 GOOD             USPSQD
 BK2745
 BK2745                          STATION DESCRIPTION
 BK2745
 BK2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2745'THE STATION IS THE RED LIGHT AT THE TOP CENTER OF THE TOWER OWNED
 BK2745'BY MR. JOHN THOMAS.  IT IS LOCATED IN THE NORTHWEST CORNER OF THE
 BK2745'JUNCTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY 3025 AT THE WEST
 BK2745'EDGE OF LAFAYETTE.
 BK2745'
 BK2745'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED IN ALTERNATE
 BK2745'BANDS OF RED AND WHITE AND IS ABOUT 240 FEET HIGH.
 BK2745
 BK2745                          STATION RECOVERY (1995)
 BK2745
 BK2745'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2745'RECOVERED IN GOOD CONDITION.
 BK2745
 BK2745                          STATION RECOVERY (2003)
 BK2745
 BK2745'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK2745'RECOVERED IN GOOD CONDITION.
 BK2745
 BK2745                          STATION RECOVERY (2005)
 BK2745
 BK2745'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BK2745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2732 ***********************************************************************
 BK2732  DESIGNATION -  LAFAYETTE TV STA KLFY TOWER
 BK2732  PID         -  BK2732
 BK2732  STATE/COUNTY-  LA/LAFAYETTE
 BK2732  USGS QUAD   -  LAFAYETTE (1994)
 BK2732
 BK2732                         *CURRENT SURVEY CONTROL
 BK2732  ___________________________________________________________________
 BK2732* NAD 83(1992)-  30 12 51.60847(N)    092 00 31.95404(W)     ADJUSTED  
 BK2732* NAVD 88     -                                                        
 BK2732  **This station is located in a subsidence area (see below).
 BK2732  ___________________________________________________________________
 BK2732  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK2732  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2732
 BK2732  HORZ ORDER  -  THIRD
 BK2732
 BK2732.The horizontal coordinates were established by classical geodetic methods
 BK2732.and adjusted by the National Geodetic Survey in January 1993..
 BK2732
 BK2732 ** The orthometric height has not been validated since last determined
 BK2732 ** by differential leveling and should not be used for control purposes.
 BK2732 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2732 ** area with valid NAVD 88 orthometric heights.
 BK2732 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2732 ** epoch indicated which incorporates improved geoid heights for the
 BK2732 ** Southern Louisiana Subsidence area.
 BK2732 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2732
 BK2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2732
 BK2732.The geoid height was determined by GEOID03.
 BK2732
 BK2732;                    North         East     Units Scale Factor Converg.
 BK2732;SPC LA S     -   190,216.429   934,964.670   MT  0.99993266   -0 20 16.0
 BK2732;SPC LA S     -   624,068.40  3,067,463.25   sFT  0.99993266   -0 20 16.0
 BK2732;UTM  15      - 3,342,951.080   595,387.882   MT  0.99971225   +0 29 55.7
 BK2732
 BK2732                          SUPERSEDED SURVEY CONTROL
 BK2732
 BK2732  NAD 83(1986)-  30 12 51.62770(N)    092 00 31.94829(W) AD(       ) 4
 BK2732  NAD 27      -  30 12 50.90325(N)    092 00 31.51585(W) AD(       ) 3
 BK2732
 BK2732.Superseded values are not recommended for survey control.
 BK2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2732.See file dsdata.txt to determine how the superseded data were derived.
 BK2732
 BK2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9538842951(NAD 83)
 BK2732_MARKER: 43 = RADIO/TV TOWER
 BK2732
 BK2732  HISTORY     - Date     Condition        Report By
 BK2732  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2732  HISTORY     - 20030104 MARK NOT FOUND   USPSQD
 BK2732
 BK2732                          STATION DESCRIPTION
 BK2732
 BK2732'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2740 ***********************************************************************
 BK2740  DESIGNATION -  LAFAYETTE UNITED GAS MW MAST
 BK2740  PID         -  BK2740
 BK2740  STATE/COUNTY-  LA/LAFAYETTE
 BK2740  USGS QUAD   -  LAFAYETTE (1994)
 BK2740
 BK2740                         *CURRENT SURVEY CONTROL
 BK2740  ___________________________________________________________________
 BK2740* NAD 83(1992)-  30 09 17.55069(N)    092 01 49.47113(W)     ADJUSTED  
 BK2740* NAVD 88     -                                                        
 BK2740  **This station is located in a subsidence area (see below).
 BK2740  ___________________________________________________________________
 BK2740  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2740  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2740
 BK2740  HORZ ORDER  -  THIRD
 BK2740
 BK2740.The horizontal coordinates were established by classical geodetic methods
 BK2740.and adjusted by the National Geodetic Survey in January 1993..
 BK2740
 BK2740 ** The orthometric height has not been validated since last determined
 BK2740 ** by differential leveling and should not be used for control purposes.
 BK2740 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2740 ** area with valid NAVD 88 orthometric heights.
 BK2740 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2740 ** epoch indicated which incorporates improved geoid heights for the
 BK2740 ** Southern Louisiana Subsidence area.
 BK2740 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2740
 BK2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2740
 BK2740.The geoid height was determined by GEOID03.
 BK2740
 BK2740;                    North         East     Units Scale Factor Converg.
 BK2740;SPC LA S     -   183,637.896   932,851.638   MT  0.99992934   -0 20 54.8
 BK2740;SPC LA S     -   602,485.33  3,060,530.75   sFT  0.99992934   -0 20 54.8
 BK2740;UTM  15      - 3,336,343.874   593,371.517   MT  0.99970756   +0 29 13.6
 BK2740
 BK2740                          SUPERSEDED SURVEY CONTROL
 BK2740
 BK2740  NAD 83(1986)-  30 09 17.57049(N)    092 01 49.46518(W) AD(       ) 4
 BK2740  NAD 27      -  30 09 16.84168(N)    092 01 49.02770(W) AD(       ) 3
 BK2740
 BK2740.Superseded values are not recommended for survey control.
 BK2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2740.See file dsdata.txt to determine how the superseded data were derived.
 BK2740
 BK2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9337236344(NAD 83)
 BK2740_MARKER: 44 = MICROWAVE MAST
 BK2740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2740+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 BK2740
 BK2740  HISTORY     - Date     Condition        Report By
 BK2740  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2740  HISTORY     - 19950318 GOOD             USPSQD
 BK2740  HISTORY     - 20031128 GOOD             USPSQD
 BK2740
 BK2740                          STATION DESCRIPTION
 BK2740
 BK2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2740'THE RED LIGHT AT THE TOP OF THE UNITED GAS PIPELINE COMPANY MICROWAVE
 BK2740'MAST.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION,
 BK2740'PAINTED IN ALTERNATE BANDS OF RED AND WHITE, TWO SCREENS AT THE TOP
 BK2740'AND THE OVER-ALL HEIGHT IS ABOUT 210 FEET.
 BK2740'
 BK2740'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 167 AND STATE
 BK2740'HIGHWAY 3073 AT THE SOUTHWEST CORNER OF LAFAYETTE, GO SOUTHEAST ON
 BK2740'HIGHWAY 3073 FOR 3.3 MILES TO STATE HIGHWAY 339, TURN LEFT AND GO
 BK2740'NORTHEAST ON HIGHWAY 339 FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN
 BK2740'LEFT AND GO NORTH ON A PAVED ROAD FOR 0.4 MILE TO THE STATION ON
 BK2740'THE LEFT.
 BK2740
 BK2740                          STATION RECOVERY (1995)
 BK2740
 BK2740'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2740'RECOVERED IN GOOD CONDITION.
 BK2740
 BK2740                          STATION RECOVERY (2003)
 BK2740
 BK2740'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK2740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2743 ***********************************************************************
 BK2743  DESIGNATION -  LAFAYETTE WALKER RD MUN TANK
 BK2743  PID         -  BK2743
 BK2743  STATE/COUNTY-  LA/LAFAYETTE
 BK2743  USGS QUAD   -  LAFAYETTE (1994)
 BK2743
 BK2743                         *CURRENT SURVEY CONTROL
 BK2743  ___________________________________________________________________
 BK2743* NAD 83(1992)-  30 14 09.16389(N)    092 02 52.24445(W)     ADJUSTED  
 BK2743* NAVD 88     -                                                        
 BK2743  **This station is located in a subsidence area (see below).
 BK2743  ___________________________________________________________________
 BK2743  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK2743  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2743
 BK2743  HORZ ORDER  -  THIRD
 BK2743
 BK2743.The horizontal coordinates were established by classical geodetic methods
 BK2743.and adjusted by the National Geodetic Survey in January 1993..
 BK2743
 BK2743 ** The orthometric height has not been validated since last determined
 BK2743 ** by differential leveling and should not be used for control purposes.
 BK2743 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2743 ** area with valid NAVD 88 orthometric heights.
 BK2743 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2743 ** epoch indicated which incorporates improved geoid heights for the
 BK2743 ** Southern Louisiana Subsidence area.
 BK2743 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2743
 BK2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2743
 BK2743.The geoid height was determined by GEOID03.
 BK2743
 BK2743;                    North         East     Units Scale Factor Converg.
 BK2743;SPC LA S     -   192,627.174   931,227.961   MT  0.99993412   -0 21 26.2
 BK2743;SPC LA S     -   631,977.65  3,055,203.74   sFT  0.99993412   -0 21 26.2
 BK2743;UTM  15      - 3,345,306.472   591,617.219   MT  0.99970355   +0 28 46.2
 BK2743
 BK2743                          SUPERSEDED SURVEY CONTROL
 BK2743
 BK2743  NAD 83(1986)-  30 14 09.18361(N)    092 02 52.23849(W) AD(       ) 4
 BK2743  NAD 27      -  30 14 08.45893(N)    092 02 51.80179(W) AD(       ) 3
 BK2743
 BK2743.Superseded values are not recommended for survey control.
 BK2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2743.See file dsdata.txt to determine how the superseded data were derived.
 BK2743
 BK2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9161745306(NAD 83)
 BK2743_MARKER: 53 = ELEVATED TANK
 BK2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2743+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 BK2743
 BK2743  HISTORY     - Date     Condition        Report By
 BK2743  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2743  HISTORY     - 19950227 GOOD             USPSQD
 BK2743  HISTORY     - 20040307 GOOD             USPSQD
 BK2743
 BK2743                          STATION DESCRIPTION
 BK2743
 BK2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2743'THE STATION IS THE VENT AT THE TOP CENTER OF THE LAFAYETTE WALKER
 BK2743'ROAD MUNICIPAL WATER TANK, LOCATED IN THE WEST PART OF LAFAYETTE,
 BK2743'0.2 MILE NORTH OF U. S. HIGHWAY 90, AT THE NORTH END OF ALLEY ROAD
 BK2743'NO. 6 AND ON THE NORTH SIDE OF RAILROAD TRACK.
 BK2743'
 BK2743'THE TANK IS OVAL SHAPED, PAINTED IVORY, SUPPORTED BY AN EIGHT-LEGGED
 BK2743'TUBULAR STEEL STRUCTURE WITH AN OVER-ALL HEIGHT OF 166 FEET.
 BK2743
 BK2743                          STATION RECOVERY (1995)
 BK2743
 BK2743'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2743'RECOVERED IN GOOD CONDITION.
 BK2743
 BK2743                          STATION RECOVERY (2004)
 BK2743
 BK2743'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2739 ***********************************************************************
 BK2739  DESIGNATION -  LAFAYETTE WEST END AVE MUN TK
 BK2739  PID         -  BK2739
 BK2739  STATE/COUNTY-  LA/LAFAYETTE
 BK2739  USGS QUAD   -  LAFAYETTE (1994)
 BK2739
 BK2739                         *CURRENT SURVEY CONTROL
 BK2739  ___________________________________________________________________
 BK2739* NAD 83(1992)-  30 13 53.50086(N)    092 01 38.21107(W)     ADJUSTED  
 BK2739* NAVD 88     -                                                        
 BK2739  **This station is located in a subsidence area (see below).
 BK2739  ___________________________________________________________________
 BK2739  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2739  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2739
 BK2739  HORZ ORDER  -  THIRD
 BK2739
 BK2739.The horizontal coordinates were established by classical geodetic methods
 BK2739.and adjusted by the National Geodetic Survey in January 1993..
 BK2739
 BK2739 ** The orthometric height has not been validated since last determined
 BK2739 ** by differential leveling and should not be used for control purposes.
 BK2739 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2739 ** area with valid NAVD 88 orthometric heights.
 BK2739 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2739 ** epoch indicated which incorporates improved geoid heights for the
 BK2739 ** Southern Louisiana Subsidence area.
 BK2739 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2739
 BK2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2739
 BK2739.The geoid height was determined by GEOID03.
 BK2739
 BK2739;                    North         East     Units Scale Factor Converg.
 BK2739;SPC LA S     -   192,132.732   933,204.387   MT  0.99993382   -0 20 49.1
 BK2739;SPC LA S     -   630,355.47  3,061,688.06   sFT  0.99993382   -0 20 49.1
 BK2739;UTM  15      - 3,344,841.052   593,600.203   MT  0.99970808   +0 29 23.3
 BK2739
 BK2739                          SUPERSEDED SURVEY CONTROL
 BK2739
 BK2739  NAD 83(1986)-  30 13 53.52702(N)    092 01 38.20262(W) AD(       ) 4
 BK2739  NAD 27      -  30 13 52.80359(N)    092 01 37.76796(W) AD(       ) 3
 BK2739
 BK2739.Superseded values are not recommended for survey control.
 BK2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2739.See file dsdata.txt to determine how the superseded data were derived.
 BK2739
 BK2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9360044841(NAD 83)
 BK2739_MARKER: 53 = ELEVATED TANK
 BK2739
 BK2739  HISTORY     - Date     Condition        Report By
 BK2739  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2739  HISTORY     - 19950227 GOOD             USPSQD
 BK2739  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 BK2739
 BK2739                          STATION DESCRIPTION
 BK2739
 BK2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2739'THE VENT AT THE TOP CENTER OF THE CITY OF LAFAYETTE WEST END AVENUE
 BK2739'MUNICIPAL WATER TANK, LOCATED IN THE NORTHWEST ANGLE OF POYDRAS
 BK2739'STREET AND WEST END AVENUE, NEAR THE EAST PART OF LAFAYETTE.  THE
 BK2739'TANK IS PAINTED GREEN, SUPPORTED BY AN EIGHT-LEGGED TUBULAR STEEL
 BK2739'STRUCTURE AND IS 173 FEET HIGH.
 BK2739
 BK2739                          STATION RECOVERY (1995)
 BK2739
 BK2739'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2739'RECOVERED IN GOOD CONDITION.
 BK2739
 BK2739                          STATION RECOVERY (2004)
 BK2739
 BK2739'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2739'WATER TANK HAS BEEN REMOVED AND A NEW HOME HAS BEEN BUILT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2314 ***********************************************************************
 AU2314  TIDAL BM    -  This is a Tidal Bench Mark.
 AU2314  DESIGNATION -  LAFITTE
 AU2314  PID         -  AU2314
 AU2314  STATE/COUNTY-  LA/JEFFERSON
 AU2314  USGS QUAD   -  LAFITTE (1973)
 AU2314
 AU2314                         *CURRENT SURVEY CONTROL
 AU2314  ___________________________________________________________________
 AU2314* NAD 83(1992)-  29 40 06.18218(N)    090 06 34.82802(W)     ADJUSTED  
 AU2314* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2314  **This station is located in a subsidence area (see below).
 AU2314  ___________________________________________________________________
 AU2314  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2314  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU2314  DYNAMIC HT  -           0.4   (meters)       1.    (feet)  COMP
 AU2314  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 AU2314  OBS GRAVITY -     979,305.5   (mgal)                       GRAV_OBS
 AU2314
 AU2314  HORZ ORDER  -  FIRST
 AU2314  VERT ORDER  -  THIRD (See Below)
 AU2314
 AU2314.The horizontal coordinates were established by classical geodetic methods
 AU2314.and adjusted by the National Geodetic Survey in January 1993..
 AU2314
 AU2314 ** The orthometric height has not been validated since last determined
 AU2314 ** by differential leveling and should not be used for control purposes.
 AU2314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2314 ** area with valid NAVD 88 orthometric heights.
 AU2314 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2314 ** epoch indicated which incorporates improved geoid heights for the
 AU2314 ** Southern Louisiana Subsidence area.
 AU2314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2314.The orthometric height was scaled from a topographic map.
 AU2314.The vertical order pertains to the NGVD 29 superseded value.
 AU2314
 AU2314.This Tidal Bench Mark is designated as VM 11053
 AU2314.by the Center for Operational Oceanographic Products and Services.
 AU2314
 AU2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2314
 AU2314.The geoid height was determined by GEOID03.
 AU2314
 AU2314.The dynamic height is computed by dividing the NAVD 88
 AU2314.geopotential number by the normal gravity value computed on the
 AU2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2314.degrees latitude (g = 980.6199 gals.).
 AU2314
 AU2314.The modeled gravity was interpolated from observed gravity values.
 AU2314.The observed gravity was obtained from relative gravimeter ties
 AU2314.to the IGSN71 gravity network.
 AU2314
 AU2314;                    North         East     Units Scale Factor Converg.
 AU2314;SPC LA S     -   130,141.852 1,118,447.793   MT  0.99994247   +0 36 42.6
 AU2314;SPC LA S     -   426,973.73  3,669,440.80   sFT  0.99994247   +0 36 42.6
 AU2314;UTM  15      - 3,285,535.009   779,748.315   MT  1.00056572   +1 25 53.7
 AU2314
 AU2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2314!SPC LA S     -   1.00000390  x   0.99994247  =   0.99994637
 AU2314!UTM  15      -   1.00000390  x   1.00056572  =   1.00056962
 AU2314
 AU2314|---------------------------------------------------------------------|
 AU2314| PID    Reference Object                     Distance      Geod. Az  |
 AU2314|                                                           dddmmss.s |
 AU2314| DD7304 LAFITTE RM 4                         28.592 METERS 00514     |
 AU2314| DD7300 LAFITTE AZ MK                                      0820315.6 |
 AU2314| AU2315 LAFITTE RM 1                         51.890 METERS 08429     |
 AU2314| AT1326 ST ROSALIE MICROWAVE MAST           APPROX.12.9 KM 0922352.5 |
 AU2314| AU2814 LAFITTE CONTL OIL CO MAST           414.121 METERS 0951228.3 |
 AU2314| AT1316 OIL DERRICK 5 MI SW PT CELESTE      APPROX.24.6 KM 1254055.4 |
 AU2314| DD7301 LAFITTE AZ MK 2                                    1702656.1 |
 AU2314| AU2845 ENTRANCE HARVEY CANAL 2 NAV LT      APPROX.19.5 KM 2664851.5 |
 AU2314| DD7303 LAFITTE RM 3                         31.445 METERS 27951     |
 AU2314| AU2812 TT 24 L USGS 1932                    39.900 METERS 30941     |
 AU2314| AU3302 LAFITTE 2                            33.772 METERS 32219     |
 AU2314| DD7302 LAFITTE RM 2                         40.200 METERS 32648     |
 AU2314|---------------------------------------------------------------------|
 AU2314
 AU2314                          SUPERSEDED SURVEY CONTROL
 AU2314
 AU2314  NAD 83(1986)-  29 40 06.19729(N)    090 06 34.83147(W) AD(       ) 1
 AU2314  NAD 27      -  29 40 05.43700(N)    090 06 34.56500(W) AD(       ) 1
 AU2314  NGVD 29 (07/19/86)    0.71   (m)            2.3    (f) LEVELING    3  
 AU2314
 AU2314.Superseded values are not recommended for survey control.
 AU2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2314.See file dsdata.txt to determine how the superseded data were derived.
 AU2314
 AU2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7974885535(NAD 83)
 AU2314_MARKER: DS = TRIANGULATION STATION DISK
 AU2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2314_SP_SET: CONCRETE POST
 AU2314_STAMPING: LAFITTE 1934
 AU2314_MARK LOGO: CGS   
 AU2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2314+STABILITY: SURFACE MOTION
 AU2314
 AU2314  HISTORY     - Date     Condition        Report By
 AU2314  HISTORY     - 1934     MONUMENTED       CGS
 AU2314  HISTORY     - 1937     GOOD             LAGS
 AU2314  HISTORY     - 1956     GOOD             LOCENG
 AU2314  HISTORY     - 1966     GOOD             CGS
 AU2314  HISTORY     - 1972     GOOD             NGS
 AU2314  HISTORY     - 1985     GOOD             LA-051
 AU2314  HISTORY     - 19940826 MARK NOT FOUND   NGS
 AU2314
 AU2314                          STATION DESCRIPTION
 AU2314
 AU2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2314'IN A VACANT LOT IN THE VILLAGE OF LAFITTE, 24.3 MILES S
 AU2314'OF HARVEY, AT THE EXTREMITY OF STATE HIGHWAY 30, 50 FEET
 AU2314'S OF THE CENTER LINE OF THE HIGHWAY, ABOUT 140 FEET E OF
 AU2314'THE E BANK OF BAYOU BARATARIA NEAR ITS JUNCTION WITH BAYOU
 AU2314'RIGOLETTES, AND 100 FEET E OF THE LAFITTE CASH STORE, BELONGING
 AU2314'TO J. BARILLO.
 AU2314'
 AU2314'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AU2314'BRONZE DISKS SET IN CONCRETE.
 AU2314'
 AU2314'REFERENCE MARK NO. 1 IS IN A N-S FENCE LINE, 17 FEET E OF
 AU2314'THE ROAD LEADING S FROM THE HIGHWAY, 30 FEET S OF THE CENTER
 AU2314'LINE OF THE HIGHWAY, AND 51.89 METERS (170.22 FEET) FROM
 AU2314'THE STATION N 84 DEG 30 MIN E.
 AU2314'
 AU2314'REFERENCE MARK NO. 2 IS 35 FEET E OF THE E BANK OF BAYOU
 AU2314'BARATARIA, 50 FEET N OF THE CENTER LINE OF THE HIGHWAY, AND
 AU2314'40.20 METERS (131.89 FEET) FROM THE STATION N 33 DEG 12 MIN E.
 AU2314'
 AU2314'THE AZIMUTH MARK IS 30 FEET E OF THE CENTER LINE OF THE HIGHWAY
 AU2314'AROUND THE FIRST BEND AND 0.3 MILE FROM THE STATION
 AU2314'N 82 DEG 03 MIN E.
 AU2314'
 AU2314'TT 24 L (U.S.G.S.) IS 39.90 METERS (130.9 FEET) FROM THE
 AU2314'STATION N 50 DEG 19 MIN W.
 AU2314
 AU2314                          STATION RECOVERY (1937)
 AU2314
 AU2314'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 AU2314'STATION RECOVERED AS DESCRIBED.
 AU2314
 AU2314                          STATION RECOVERY (1956)
 AU2314
 AU2314'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956 (JA)
 AU2314'RECOVERED BY JACK AMMANN ENGINEERS.
 AU2314'
 AU2314'STATION WAS RECOVERED AS DESCRIBED.
 AU2314
 AU2314                          STATION RECOVERY (1966)
 AU2314
 AU2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2314'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AT
 AU2314'THIS TIME.  THE AZIMUTH MARK WAS NOT RECOVERED AND SHOULD BE
 AU2314'CONSIDERED LOST.  REFERENCE MARK 1 COULD NOT BE MEASURED
 AU2314'TO AT THIS TIME DUE TO A HOUSE HAVING BEEN BUILT ON LINE.
 AU2314'REFERENCE MARK 2 IS VERY CLOSE TO THE BANK OF A BAYOU AND IS IN
 AU2314'DANGER OF WASHING OUT.  REFERENCE MARKS 3, 4 AND AN AZIMUTH
 AU2314'MARK WERE ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE
 AU2314'MARK 2 CHECKED AND THE DIRECTIONS TO BOTH MARKS CHECKED.
 AU2314'
 AU2314'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS--
 AU2314'
 AU2314'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF LAFITTE, ON THE
 AU2314'EAST BANK OF BAYOU BARATARIA, WHERE STATE HIGHWAY 45 ENDS
 AU2314'AND ON THE PROPERTY OF JEFFERSON PARISH.
 AU2314'
 AU2314'TO REACH THE STATION FROM THE POST OFFICE IN LAFITTE, GO SOUTHERLY ON
 AU2314'STATE HIGHWAY 45 FOR 0.85 MILE TO A BRIDGE OVER A CANAL.  CONTINUE
 AU2314'SOUTHWEST AND WEST ON THE HIGHWAY FOR 0.25 MILE TO THE STATION
 AU2314'ON THE LEFT ABOUT 125 FEET FROM THE END OF THE HIGHWAY.
 AU2314'
 AU2314'STATION MARK, A STANDARD DISK STAMPED LAFITTE 1934, IS SET
 AU2314'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS
 AU2314'1 FOOT SOUTHWEST OF A METAL WITNESS POST, 29 FEET SOUTH OF
 AU2314'A POWER POLE, 52 FEET SOUTH OF THE CENTER OF HIGHWAY 45,
 AU2314'62 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE
 AU2314'ABOUT 130 FEET EAST OF THE EAST BANK OF BAYOU BARATARIA.
 AU2314'THE UNDERGROUND MARK WAS NOT INSPECTED.
 AU2314'
 AU2314'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAFITTE NO 1
 AU2314'1934, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 AU2314'INCHES.  IT IS 10 FEET SOUTH OF A POWER POLE, 13 FEET NORTH OF
 AU2314'THE CORNER OF A CONCRETE BLOCK STORE BUILDING AND 31 FEET
 AU2314'SOUTH OF THE CENTER OF HIGHWAY 45.
 AU2314'
 AU2314'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAFITTE NO 2
 AU2314'1934, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 AU2314'4 INCHES.  IT IS 4 FEET EAST OF THE EAST EDGE OF BAYOU BARATARIA,
 AU2314'21 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE
 AU2314'AND 52 FEET NORTH OF THE CENTER OF HIGHWAY 45.
 AU2314'
 AU2314'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LAFITTE NO 3
 AU2314'1934 1966, IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 AU2314'WITH THE SURFACE OF THE GROUND.  IT IS 25 FEET EAST OF THE
 AU2314'EAST BANK OF THE BAYOU, 43 FEET WEST OF THE CENTER OF A SHELL
 AU2314'DRIVEWAY AND 45 FEET SOUTH OF THE CENTER OF HIGHWAY 45.
 AU2314'
 AU2314'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LAFITTE
 AU2314'NO 4 1934 1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD
 AU2314'GROUND ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG
 AU2314'PIPE WHICH PROJECTS 1.6 FEET.  IT IS 1.5 FEET EAST OF A METAL
 AU2314'WITNESS POST AND 42 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 AU2314'
 AU2314'AZIMUTH MARK IS A STANDARD DISK STAMPED LAFITTE 1934 AZI 2
 AU2314'1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND
 AU2314'ROD 32 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 AU2314'WHICH PROJECTS 1.2 FEET.  IT IS 2 FEET NORTH OF A POWER POLE,
 AU2314'1 FOOT SOUTHWEST OF A METAL WITNESS POST AND 24 FEET EAST
 AU2314'OF THE CENTER OF A SHELL ROAD.
 AU2314'
 AU2314'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 AU2314'45 ABOUT 150 FEET TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 AU2314'SOUTH ON A SHELL ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 AU2314'
 AU2314'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AU2314
 AU2314                          STATION RECOVERY (1972)
 AU2314
 AU2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2314'THE STATION MARK, REFERENCE MARK 1 AND 4 AND THE AZIMUTH MARK
 AU2314'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A SEARCH WAS
 AU2314'MADE FOR REFERENCE MARK 2 AND 3 BUT WAS NOT RECOVERED.  A
 AU2314'NEW REFERENCE MARK 5 WAS ESTABLISHED.
 AU2314'
 AU2314'NO HORIZONTAL DIRECTIONS OR DISTANCE WERE MADE DUE TO A
 AU2314'HOUSE AND TREES ON LINE TO THE MARKS.
 AU2314'
 AU2314'DUE TO A HOUSE AND HIGHWAY 45 TO CLOSE TO LAFITTE 1934 A
 AU2314'TOWER WAS ERECT OVER R.M. 5 AND ALL HORIZONTAL DIRECTIONS
 AU2314'OBSERVED.
 AU2314'
 AU2314'A RANGER III TRAVERSE DISTANCE WAS MADE TO LAFITTE R.M. 5.
 AU2314'NOTE--SEE BOX SCORE.
 AU2314'
 AU2314'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR LAFITTE R.M. 5.
 AU2314'
 AU2314'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LAFITTE.
 AU2314
 AU2314                          STATION RECOVERY (1985)
 AU2314
 AU2314'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1985
 AU2314'IN LAFITTE.
 AU2314'AT THE SOUTHERN SECTION OF LAFITTE, ON THE EAST BANK OF BAYOU
 AU2314'BARATARIA, WHERE STATE HIGHWAY 45 ENDS, 24.3 MI SOUTH OF HARVEY, 52
 AU2314'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 45, 29 FEET SOUTH OF A
 AU2314'POWER POLE, 62 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME
 AU2314'HOUSE, ABOUT 130 FEET EAST OF THE EAST BANK OF BAYOU BARATARIA, AND
 AU2314'SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES ABOVE THE
 AU2314'GROUND.
 AU2314
 AU2314                          STATION RECOVERY (1994)
 AU2314
 AU2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2314'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3302 ***********************************************************************
 AU3302  FBN         -  This is a Federal Base Network Control Station.
 AU3302  DESIGNATION -  LAFITTE 2
 AU3302  PID         -  AU3302
 AU3302  STATE/COUNTY-  LA/JEFFERSON
 AU3302  USGS QUAD   -  LAFITTE (1973)
 AU3302
 AU3302                         *CURRENT SURVEY CONTROL
 AU3302  ___________________________________________________________________
 AU3302* NAD 83(1992)-  29 40 07.05018(N)    090 06 35.59580(W)     ADJUSTED  
 AU3302* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3302  **This station is located in a subsidence area (see below).
 AU3302  ___________________________________________________________________
 AU3302  X           -     -10,637.658 (meters)                     COMP
 AU3302  Y           -  -5,546,499.239 (meters)                     COMP
 AU3302  Z           -   3,138,497.013 (meters)                     COMP
 AU3302  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU3302  ELLIP HEIGHT-         -24.75  (meters)          (06/20/00) GPS OBS
 AU3302  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU3302  DYNAMIC HT  -           0.6   (meters)       2.    (feet)  COMP
 AU3302  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 AU3302
 AU3302  HORZ ORDER  -  B
 AU3302  VERT ORDER  -  THIRD (See Below)
 AU3302  ELLP ORDER  -  THIRD     CLASS I
 AU3302
 AU3302.The horizontal coordinates were established by GPS observations
 AU3302.and adjusted by the National Geodetic Survey in September 1992..
 AU3302
 AU3302 ** The orthometric height has not been validated since last determined
 AU3302 ** by differential leveling and should not be used for control purposes.
 AU3302 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3302 ** area with valid NAVD 88 orthometric heights.
 AU3302 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3302 ** epoch indicated which incorporates improved geoid heights for the
 AU3302 ** Southern Louisiana Subsidence area.
 AU3302 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3302.The orthometric height was scaled from a topographic map.
 AU3302.The vertical order pertains to the first NAVD 88 superseded value.
 AU3302
 AU3302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3302
 AU3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3302
 AU3302.The ellipsoidal height was determined by GPS observations
 AU3302.and is referenced to NAD 83.
 AU3302
 AU3302.The geoid height was determined by GEOID03.
 AU3302
 AU3302.The dynamic height is computed by dividing the NAVD 88
 AU3302.geopotential number by the normal gravity value computed on the
 AU3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3302.degrees latitude (g = 980.6199 gals.).
 AU3302
 AU3302.The modeled gravity was interpolated from observed gravity values.
 AU3302
 AU3302;                    North         East     Units Scale Factor Converg.
 AU3302;SPC LA S     -   130,168.355 1,118,426.864   MT  0.99994245   +0 36 42.3
 AU3302;SPC LA S     -   427,060.68  3,669,372.14   sFT  0.99994245   +0 36 42.3
 AU3302;UTM  15      - 3,285,561.226   779,726.996   MT  1.00056557   +1 25 53.4
 AU3302
 AU3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3302!SPC LA S     -   1.00000389  x   0.99994245  =   0.99994634
 AU3302!UTM  15      -   1.00000389  x   1.00056557  =   1.00056946
 AU3302
 AU3302|---------------------------------------------------------------------|
 AU3302| PID    Reference Object                     Distance      Geod. Az  |
 AU3302|                                                           dddmmss.s |
 AU3302| DD7304 LAFITTE RM 4                         23.325 METERS 08543     |
 AU3302| AU2315 LAFITTE RM 1                                       10644     |
 AU3302| AU2314 LAFITTE                              33.772 METERS 14219     |
 AU3302| DD7303 LAFITTE RM 3                         23.713 METERS 20548     |
 AU3302|---------------------------------------------------------------------|
 AU3302
 AU3302                          SUPERSEDED SURVEY CONTROL
 AU3302
 AU3302  ELLIP H (01/21/93)  -24.75   (m)                       GP(       ) 4 2
 AU3302  ELLIP H (09/10/92)  -24.75   (m)                       GP(       ) 4 1
 AU3302  NAD 83(1986)-  29 40 07.06677(N)    090 06 35.60014(W) AD(       ) 1
 AU3302  NAD 27      -  29 40 06.30394(N)    090 06 35.33189(W) AD(       ) 1
 AU3302  NAVD 88 (03/10/99)    0.56   (m)            1.8    (f) LEVELING    3  
 AU3302  NGVD 29 (09/29/95)    0.6    (m)            2.     (f) GPS OBS        
 AU3302
 AU3302.Superseded values are not recommended for survey control.
 AU3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3302.See file dsdata.txt to determine how the superseded data were derived.
 AU3302
 AU3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7972785561(NAD 83)
 AU3302_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3302_SP_SET: CONCRETE POST
 AU3302_STAMPING: LAFITTE 2 1986
 AU3302_MARK LOGO: NGS   
 AU3302_PROJECTION: FLUSH
 AU3302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3302+STABILITY: SURFACE MOTION
 AU3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3302+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 AU3302
 AU3302  HISTORY     - Date     Condition        Report By
 AU3302  HISTORY     - 1986     MONUMENTED       NGS
 AU3302  HISTORY     - 1986     GOOD             NGS
 AU3302  HISTORY     - 19870619 GOOD
 AU3302  HISTORY     - 19880920 GOOD             LADTD
 AU3302  HISTORY     - 19890117 GOOD
 AU3302  HISTORY     - 19910903 GOOD             LADTD
 AU3302  HISTORY     - 19920330 GOOD
 AU3302  HISTORY     - 19930218 GOOD             NOS
 AU3302  HISTORY     - 19940826 GOOD             NGS
 AU3302  HISTORY     - 19980309 GOOD             NGS
 AU3302  HISTORY     - 20040412 GOOD             LADTD
 AU3302
 AU3302                          STATION DESCRIPTION
 AU3302
 AU3302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 AU3302'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF LAFITTE, ON THE
 AU3302'EAST BANK OF BAYOU BARATARIA WHERE STATE HIGHWAY 45 ENDS.
 AU3302'OWNERSHIP--MR. DAVE SAVIN, ROUTE 1 BOX 581, LAFITTE. LOUISIANA.
 AU3302'
 AU3302'TO REACH THE STATION FROM THE POST OFFICE IN LAFITTE, GO
 AU3302'SOUTH FOR 1.4 KM (0.85 MI) ON STATE HIGHWAY 45 TO A BRIDGE OVER A
 AU3302'CANAL.
 AU3302'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.4 KM (0.25 MI) ON
 AU3302'HIGHWAY 45 TO THE STATION ON THE RIGHT AT THE END OF THE HIGHWAY.
 AU3302'
 AU3302'THE STATION IS A STANDARD NGS DISK STAMPED---LAFITTE 2 1986---, SET
 AU3302'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 AU3302'WITH THE GROUND SURFACE LOCATED 13.7 METERS (45 FT) SOUTHWEST FROM
 AU3302'THE SOUTHEAST CORNER OF MR SAVINS HOME, 11.9 METERS (39 FT) SOUTH-
 AU3302'SOUTHWEST FROM THE SOUTHWEST CORNER OF MR SAVINS HOME, 9.8 METERS
 AU3302'(32 FT) NORTH FROM THE CENTER AT THE WEST END OF HIGHWAY 45, 4.3
 AU3302'METERS (14 FT) EAST FROM THE CENTER OF THE LEVEE AND 0.5 METERS
 AU3302'(1.5 FT) EAST FROM A METAL WITNESS POST.
 AU3302'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3302'STAMPED---LAFITTE 2 1986--- SET INTO AN IRREGULAR MASS OF CONCRETE
 AU3302'1.2 METERS BELOW THE GROUND SURFACE.
 AU3302'
 AU3302'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AU3302'STAMPED---LAFITTE NO 1 1934---,
 AU3302'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3302'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 AU3302'9.8 METERS (32 FT) SOUTH FROM THE CENTER OF HIGHWAY 45,
 AU3302'8.5 METERS (28 FT) EAST FROM THE CENTER OF MARRERO STREET,
 AU3302'4 METERS (13 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A
 AU3302'BLOCK BUILDING AND
 AU3302'3.5 METERS (11.5 FT) SOUTH FROM A POWER POLE NO. 159.
 AU3302'MARK IS LEVEL WITH THE STATION.
 AU3302'
 AU3302'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 AU3302'STAMPED---LAFITTE NO 3 1966---,
 AU3302'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3302'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3302'24.4 METERS (80 FT) NORTHWEST FROM A POWER POLE WITH A SECURITY
 AU3302'LIGHT,
 AU3302'13.1 METERS (43 FT) SOUTH FROM THE EXTENDED CENTER OF HIGHWAY 45,
 AU3302'12.3 METERS (40.5 FT) WEST FROM THE CENTER OF A SHELL DRIVE AND
 AU3302'8.1 METERS (26.5 FT) EAST FROM THE EAST SIDE OF BAYOU BARATARIA.
 AU3302'MARK IS 0.6 METERS ABOVE THE STATION.
 AU3302'
 AU3302'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 AU3302'STAMPED---LAFITTE NO 4 1966---,
 AU3302'CRIMPED ONTO A 5/8-INCH COPPER WELD GROUND ROD 24 FEET LONG ENCASED
 AU3302'IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 0.5 METERS ABOUVE THE
 AU3302'GROUND.
 AU3302'16.5 METERS (54 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF MR.
 AU3302'SAVINS HOME,
 AU3302'12.8 METERS (42 FT) NORTH FROM THE CENTER OF HIGHWAY 45,
 AU3302'11 METERS (36 FT) WEST FROM THE CENTER OF A SHELL DRIVE AND
 AU3302'0.3 METERS (1 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AU3302'MARK IS 0.5 METERS ABOVE THE STATION.
 AU3302
 AU3302                          STATION RECOVERY (1986)
 AU3302
 AU3302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AU3302'RECOVERED IN GOOD CONDITION.
 AU3302
 AU3302                          STATION RECOVERY (1987)
 AU3302
 AU3302'RECOVERED 1987
 AU3302'RECOVERED IN GOOD CONDITION.
 AU3302
 AU3302                          STATION RECOVERY (1988)
 AU3302
 AU3302'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3302'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF LAFITTE ON THE EAST
 AU3302'BANK OF BAYOU BARATARIA WHERE STATE HIGHWAY 45 ENDS.  OWNERSHIP--MR
 AU3302'DAVE SAVIN, RT 1 BOX 581, LAFITTE, LA
 AU3302'TO REACH THE STATION FROM THE POST OFFICE IN LAFITTE GO SOUTH FOR 1.4
 AU3302'KM (0.85 MI) ON STATE HIGHWAY 45 TO A BRIDGE OVER A CANAL.  CONTINUE
 AU3302'STRAIGHT AHEAD AND GO SOUTH FOR 0.4 KM (0.25 MI) ON HIGHWAY 45 TO THE
 AU3302'STATION ON THE RIGHT AT THE END OF THE HIGHWAY.
 AU3302'THE STATION IS 13.7 M (44.9 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF
 AU3302'MR SAVINS HOUSE, 11.9 M (39.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST
 AU3302'CORNER OF MR SAVINS HOUSE, 9.8 M (32.2 FT) NORTH FROM THE CENTER OF
 AU3302'THE WEST END OF HIGHWAY 45, 4.3 M (14.1 FT) EAST FROM THE CENTER OF
 AU3302'THE LEVEE AND 0.5 M (1.6 FT) EAST FROM A METAL WITNESS POST.  THE
 AU3302'REFERENCE MARKS WERE NOT SEARCHED FOR THIS DATE.
 AU3302
 AU3302                          STATION RECOVERY (1989)
 AU3302
 AU3302'RECOVERED 1989
 AU3302'RECOVERED IN GOOD CONDITION.
 AU3302
 AU3302                          STATION RECOVERY (1991)
 AU3302
 AU3302'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AU3302'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF LAFITTE, ON THE EAST
 AU3302'BANK OF BAYOU BARATARIA WHERE STATE HIGHWAY 45 ENDS. OWNERSHIP--MR.
 AU3302'DAVE SAVIN, ROUTE 1 BOX 581, LAFITTE, LA.
 AU3302'TO REACH THE STATION FROM THE POST OFFICE IN LAFITTE, GO SOUTH FOR
 AU3302'0.85 MI (1.37 KM) ON STATE HIGHWAY 45 TO A BRIDGE OVER A CANAL,
 AU3302'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.25 MI (0.40 KM) ON HIGHWAY
 AU3302'45 TO THE STATION SET ON THE RIGHT AT THE END OF THE HIGHWAY.
 AU3302'THE STATION IS 45.0 FT (13.7 M) SOUTHWEST FROM THE SOUTHEAST CORNER OF
 AU3302'MR SAVINS HOME, 39.0 FT (11.9 M) SOUTH-SOUTHWEST FROM THE SOUTHWEST
 AU3302'CORNER OF MR SAVINS HOME, 32.0 FT (9.8 M) NORTH FROM THE CENTER AT
 AU3302'THE WEST END OF HIGHWAY, 14.0 FT (4.3 M) EAST FROM THE CENTER OF THE
 AU3302'LEVEE, 1.5 FT (0.5 M) EAST FROM A METAL WITNESS POST WITH SIGN
 AU3302'ATTACHED, RECESSED 6 INCHES BELOW THE GROUND SURFACE AND ABOUT LEVEL
 AU3302'WITH THE HIGHWAY.
 AU3302
 AU3302                          STATION RECOVERY (1992)
 AU3302
 AU3302'RECOVERED 1992
 AU3302'RECOVERED IN GOOD CONDITION.
 AU3302
 AU3302                          STATION RECOVERY (1993)
 AU3302
 AU3302'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AU3302'RECOVERED AS DESCRIBED. WITNESS POST WITH SIGN IS GONE.
 AU3302
 AU3302                          STATION RECOVERY (1994)
 AU3302
 AU3302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3302'14.4 KM (8.95 MI) SOUTHERLY ALONG STATE HIGHWAY 45 FROM THE
 AU3302'INTERSECTION OF STATE HIGHWAYS 303 AND 3134 IN CROWN POINT, THENCE 0.1
 AU3302'KM (0.05 MI) WESTERLY ALONG A SHELLED ROAD LEADING TO BAYOU BARATARIA,
 AU3302'11.9 M (39.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 AU3302'9.8 M (32.2 FT) NORTH OF THE ROAD CENTER, 4.3 M (14.1 FT) EAST OF THE
 AU3302'CENTER OF A LEVEE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 AU3302'MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 AU3302
 AU3302                          STATION RECOVERY (1998)
 AU3302
 AU3302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AU3302'THE STATION IS LOCATED IN THE SOUTHERN EDGE OF LAFITTE, ON THE EAST
 AU3302'BANK OF THE BAYOU BARATARIA.  OWNERSHIP--JOHNNY OCHELLO, LEASED BY
 AU3302'NICOLE BRUCE, PHONE 504-689-4501.  TO REACH THE STATION FROM THE
 AU3302'INTERSECTION OF STATE HIGHWAYS 45, 303 AND 3134 IN CROWN POINT, GO
 AU3302'SOUTHERLY FOR 14.4 KM (8.95 MI) ON HIGHWAY 45, THEN WESTERLY FOR 0.1
 AU3302'KM (0.05 MI) ON A SHELL ROAD LEADING TO BAYOU BARATARIA TO THE
 AU3302'STATION.  LOCATED 11.9 M (39.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST
 AU3302'CORNER OF A HOUSE, 9.8 M (32.2 FT) NORTH FROM THE CENTER OF ROAD, 9.7
 AU3302'M (31.8 FT) EAST OF A WITNESS POST, 5.2 M (17.1 FT) WEST OF THE CENTER
 AU3302'OF DRIVEWAY 581, 4.3 M (14.1 FT) EAST FROM THE CENTER OF LEVEE, 0.3 M
 AU3302'(1.0 FT) LOWER THAN THE ROAD AND RECESSED 20 CM BELOW GROUND.
 AU3302
 AU3302                          STATION RECOVERY (2004)
 AU3302
 AU3302'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 AU3302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2814 ***********************************************************************
 AU2814  DESIGNATION -  LAFITTE CONTL OIL CO MAST
 AU2814  PID         -  AU2814
 AU2814  STATE/COUNTY-  LA/JEFFERSON
 AU2814  USGS QUAD   -  LAFITTE (1973)
 AU2814
 AU2814                         *CURRENT SURVEY CONTROL
 AU2814  ___________________________________________________________________
 AU2814* NAD 83(1992)-  29 40 04.96113(N)    090 06 19.49132(W)     ADJUSTED  
 AU2814* NAVD 88     -                                                        
 AU2814  **This station is located in a subsidence area (see below).
 AU2814  ___________________________________________________________________
 AU2814  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2814  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU2814
 AU2814  HORZ ORDER  -  THIRD
 AU2814
 AU2814.The horizontal coordinates were established by classical geodetic methods
 AU2814.and adjusted by the National Geodetic Survey in January 1993..
 AU2814
 AU2814 ** The orthometric height has not been validated since last determined
 AU2814 ** by differential leveling and should not be used for control purposes.
 AU2814 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2814 ** area with valid NAVD 88 orthometric heights.
 AU2814 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2814 ** epoch indicated which incorporates improved geoid heights for the
 AU2814 ** Southern Louisiana Subsidence area.
 AU2814 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2814
 AU2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2814
 AU2814.The geoid height was determined by GEOID03.
 AU2814
 AU2814;                    North         East     Units Scale Factor Converg.
 AU2814;SPC LA S     -   130,108.670 1,118,860.559   MT  0.99994251   +0 36 50.3
 AU2814;SPC LA S     -   426,864.86  3,670,795.02   sFT  0.99994251   +0 36 50.3
 AU2814;UTM  15      - 3,285,507.719   780,161.771   MT  1.00056858   +1 26 01.2
 AU2814
 AU2814                          SUPERSEDED SURVEY CONTROL
 AU2814
 AU2814  NAD 83(1986)-  29 40 04.97618(N)    090 06 19.49475(W) AD(       ) 4
 AU2814  NAD 27      -  29 40 04.21568(N)    090 06 19.22230(W) AD(       ) 3
 AU2814
 AU2814.Superseded values are not recommended for survey control.
 AU2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2814.See file dsdata.txt to determine how the superseded data were derived.
 AU2814
 AU2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8016285508(NAD 83)
 AU2814_MARKER: 53 = ELEVATED TANK
 AU2814
 AU2814  HISTORY     - Date     Condition        Report By
 AU2814  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2814
 AU2814                          STATION DESCRIPTION
 AU2814
 AU2814'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2814'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A 3
 AU2814'LEGGED TRIANGULAR SHAPED STEEL MAST PAINTED IN ALTERNATE
 AU2814'SECTIONS OF RED AND WHITE.  THE STRUCTURE IS GUYED, WITH TWO
 AU2814'REFLECTOR DISKS NEAR THE TOP AND IS ABOUT 150 FEET HIGH.
 AU2814'
 AU2814'LOCATED AT THE SOUTH EDGE OF LAFITTE ABOUT 0.35 MILE EAST OF
 AU2814'BAYOU BARATARIA.  IT IS OWNED AND OPERATED BY THE CONTINENTAL
 AU2814'OIL CO.
 AU2814'
 AU2814'TO REACH FROM THE POST OFFICE IN LAFITTE, GO SOUTH ON STATE
 AU2814'HIGHWAY 45 FOR 0.85 MILE TO A BRIDGE ACROSS A CANAL.  CONTINUE
 AU2814'SOUTH ON THE HIGHWAY FOR 0.05 MILE TO WHERE THE HIGHWAY CURVES
 AU2814'RIGHT (WEST) AND A SIDE ROAD LEFT.  TURN LEFT AND GO EAST
 AU2814'ON A SHELL ROAD FOR 0.1 MILE TO A DIM TRACK ROAD RIGHT.  TURN
 AU2814'RIGHT AND GO SOUTHEAST ON THE TRACK ROAD FOR 0.05 MILE TO THE
 AU2814'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2815 ***********************************************************************
 AU2815  DESIGNATION -  LAFITTE RM 5
 AU2815  PID         -  AU2815
 AU2815  STATE/COUNTY-  LA/JEFFERSON
 AU2815  USGS QUAD   -  LAFITTE (1973)
 AU2815
 AU2815                         *CURRENT SURVEY CONTROL
 AU2815  ___________________________________________________________________
 AU2815* NAD 83(1992)-  29 40 02.59791(N)    090 06 33.91740(W)     ADJUSTED  
 AU2815* NAVD 88     -        -0.1  **(meters)      -0.   **(feet)  VERTCON   
 AU2815  **This station is located in a subsidence area (see below).
 AU2815  ___________________________________________________________________
 AU2815  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2815  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU2815
 AU2815  HORZ ORDER  -  FIRST
 AU2815
 AU2815.The horizontal coordinates were established by classical geodetic methods
 AU2815.and adjusted by the National Geodetic Survey in January 1993..
 AU2815
 AU2815 ** The orthometric height has not been validated since last determined
 AU2815 ** by differential leveling and should not be used for control purposes.
 AU2815 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2815 ** area with valid NAVD 88 orthometric heights.
 AU2815 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2815 ** epoch indicated which incorporates improved geoid heights for the
 AU2815 ** Southern Louisiana Subsidence area.
 AU2815 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2815
 AU2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2815
 AU2815.The geoid height was determined by GEOID03.
 AU2815
 AU2815;                    North         East     Units Scale Factor Converg.
 AU2815;SPC LA S     -   130,031.763 1,118,473.456   MT  0.99994257   +0 36 43.1
 AU2815;SPC LA S     -   426,612.54  3,669,525.00   sFT  0.99994257   +0 36 43.1
 AU2815;UTM  15      - 3,285,425.231   779,775.567   MT  1.00056591   +1 25 54.0
 AU2815
 AU2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2815!SPC LA S     -   1.00000397  x   0.99994257  =   0.99994654
 AU2815!UTM  15      -   1.00000397  x   1.00056591  =   1.00056988
 AU2815
 AU2815:                Primary Azimuth Mark                     Grid Az
 AU2815:SPC LA S     -  LAFITTE AZ MK 2                          171 31 28.9
 AU2815:UTM  15      -  LAFITTE AZ MK 2                          170 42 18.0
 AU2815
 AU2815|---------------------------------------------------------------------|
 AU2815| PID    Reference Object                     Distance      Geod. Az  |
 AU2815|                                                           dddmmss.s |
 AU2815| DD7301 LAFITTE AZ MK 2                                    1720812.0 |
 AU2815| AU2314 LAFITTE                             113.046 METERS 34729     |
 AU2815|---------------------------------------------------------------------|
 AU2815
 AU2815                          SUPERSEDED SURVEY CONTROL
 AU2815
 AU2815  NAD 83(1986)-  29 40 02.61297(N)    090 06 33.92084(W) AD(       ) 1
 AU2815  NAD 27      -  29 40 01.85029(N)    090 06 33.65382(W) AD(       ) 1
 AU2815  NGVD 29 (07/19/86)    0.0    (m)            0.     (f) VERT ANG       
 AU2815
 AU2815.Superseded values are not recommended for survey control.
 AU2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2815.See file dsdata.txt to determine how the superseded data were derived.
 AU2815
 AU2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7977685425(NAD 83)
 AU2815_MARKER: DR = REFERENCE MARK DISK
 AU2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2815
 AU2815  HISTORY     - Date     Condition        Report By
 AU2815  HISTORY     - 1972     MONUMENTED       NGS
 AU2815  HISTORY     - 1975     GOOD             NGS
 AU2815
 AU2815                          STATION DESCRIPTION
 AU2815
 AU2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2815'MEASUREMENT TO LAFITTE 1934 WAS MADE WITH A TELLUROMETER.
 AU2815'
 AU2815'THE STATION IS LOCATED IN LAFITTE, IN SECTION 5, T16 S, R 23 E, AND
 AU2815'ON LAND OF THE JEFFERSON PARISH, MR. JULIEN WENN, NEW ROADS
 AU2815'COURTHOUSE, GRETNA, LOUISIANA, 70053.  TELEPHONE NUMBER 367-6611
 AU2815'EXT--391.
 AU2815'
 AU2815'TO REACH THE STATION FROM THE POST OFFICE IN LAFITTE, GO SOUTH ON
 AU2815'STATE HIGHWAY 45 FOR 1.05 MILES TO THE END OF STATE HIGHWAY 45 AND
 AU2815'THE STATION ON THE LEFT.
 AU2815'
 AU2815'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A PAVED ROAD
 AU2815'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AU2815'
 AU2815'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED LAFITTE 1934
 AU2815'NO 5 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AU2815'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AU2815'SURFACE.  IT IS 67 FEET WEST OF THE CENTER OF MARRERO STREET AND 37
 AU2815'FEET NORTH OF THE CENTER OF A SHELL ROAD (3RD STREET).  THE
 AU2815'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 AU2815'42 INCHES BELOW THE GROUND SURFACE.
 AU2815'
 AU2815'LAFITTE 1934 STATION MARKS ARE STANDARD DISKS STAMPED LAFITTE 1934.
 AU2815'THE SURFACE DISK IS SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE
 AU2815'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 AU2815'130 FEET EAST OF THE EAST BANK OF THE BAYOU BARATARIA, 62 FEET
 AU2815'SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND 52 FEET SOUTH OF
 AU2815'THE CENTER OF STATE HIGHWAY 45.  THE UNDERGROUND MARK IS SET IN THE
 AU2815'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 AU2815'GROUND SURFACE.
 AU2815'
 AU2815'AZIMUTH MARK, A STANDARD DISK STAMPED LAFITTE 1934 AZI 2 1966, IS SET
 AU2815'IN THE TOP OF A 4-INCH ORANGEBURG PIPE THAT PROJECTS 1.2 FEET ABOVE
 AU2815'THE GROUND SURFACE.  IT IS 24 FEET EAST OF THE PAVED (MARRERO
 AU2815'STREET), 2 FEET NORTH OF A POWERLINE POLE AND 1 FOOT SOUTHWEST OF A
 AU2815'METAL WITNESS POST.
 AU2815'
 AU2815'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 AU2815
 AU2815                          STATION RECOVERY (1975)
 AU2815
 AU2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RM)
 AU2815'STATION MARK LAFITTE 1934 NO 5 1972 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3303 ***********************************************************************
 AU3303  DESIGNATION -  LAFRENIER
 AU3303  PID         -  AU3303
 AU3303  STATE/COUNTY-  LA/JEFFERSON
 AU3303  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3303
 AU3303                         *CURRENT SURVEY CONTROL
 AU3303  ___________________________________________________________________
 AU3303* NAD 83(1992)-  29 59 46.92726(N)    090 12 58.11612(W)     ADJUSTED  
 AU3303* NAVD 88     -        -2.   **(meters)      -7.   **(feet)  SCALED    
 AU3303  **This station is located in a subsidence area (see below).
 AU3303  ___________________________________________________________________
 AU3303  X           -     -20,855.487 (meters)                     COMP
 AU3303  Y           -  -5,528,394.060 (meters)                     COMP
 AU3303  Z           -   3,170,010.975 (meters)                     COMP
 AU3303  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU3303  ELLIP HEIGHT-         -28.29  (meters)          (09/30/02) GPS OBS
 AU3303  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU3303  DYNAMIC HT  -          -2.0   (meters)      -7.    (feet)  COMP
 AU3303  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 AU3303
 AU3303  HORZ ORDER  -  FIRST
 AU3303  ELLP ORDER  -  FOURTH    CLASS II
 AU3303
 AU3303.The horizontal coordinates were established by GPS observations
 AU3303.and adjusted by the National Geodetic Survey in January 1993..
 AU3303
 AU3303 ** The orthometric height has not been validated since last determined
 AU3303 ** by differential leveling and should not be used for control purposes.
 AU3303 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3303 ** area with valid NAVD 88 orthometric heights.
 AU3303 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3303 ** epoch indicated which incorporates improved geoid heights for the
 AU3303 ** Southern Louisiana Subsidence area.
 AU3303 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3303.The orthometric height was scaled from a topographic map.
 AU3303
 AU3303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3303
 AU3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3303
 AU3303.The ellipsoidal height was determined by GPS observations
 AU3303.and is referenced to NAD 83.
 AU3303
 AU3303.The geoid height was determined by GEOID03.
 AU3303
 AU3303.The dynamic height is computed by dividing the NAVD 88
 AU3303.geopotential number by the normal gravity value computed on the
 AU3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3303.degrees latitude (g = 980.6199 gals.).
 AU3303
 AU3303.The modeled gravity was interpolated from observed gravity values.
 AU3303
 AU3303;                    North         East     Units Scale Factor Converg.
 AU3303;SPC LA S     -   166,389.348 1,107,787.717   MT  0.99992575   +0 33 31.0
 AU3303;SPC LA S     -   545,895.72  3,634,466.87   sFT  0.99992575   +0 33 31.0
 AU3303;UTM  15      - 3,321,646.394   768,559.533   MT  1.00048994   +1 23 33.4
 AU3303
 AU3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3303!SPC LA S     -   1.00000444  x   0.99992575  =   0.99993019
 AU3303!UTM  15      -   1.00000444  x   1.00048994  =   1.00049439
 AU3303
 AU3303                          SUPERSEDED SURVEY CONTROL
 AU3303
 AU3303  ELLIP H (01/21/93)  -28.25   (m)                       GP(       ) 4 2
 AU3303  NAD 83(1986)-  29 59 46.94416(N)    090 12 58.11531(W) AD(       ) 1
 AU3303  NAD 27      -  29 59 46.21346(N)    090 12 57.84264(W) AD(       ) 1
 AU3303  NGVD 29 (05/20/88)   -1.9    (m)           -6.     (f) GPS OBS        
 AU3303
 AU3303.Superseded values are not recommended for survey control.
 AU3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3303.See file dsdata.txt to determine how the superseded data were derived.
 AU3303
 AU3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6856021646(NAD 83)
 AU3303_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3303_STAMPING: LAFRENIER JPE 1987
 AU3303_MARK LOGO: NGS   
 AU3303_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3303+STABILITY: SURFACE MOTION
 AU3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3303+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1994
 AU3303
 AU3303  HISTORY     - Date     Condition        Report By
 AU3303  HISTORY     - 1987     MONUMENTED       LADTD
 AU3303  HISTORY     - 19941213 GOOD             NGS
 AU3303
 AU3303                          STATION DESCRIPTION
 AU3303
 AU3303'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3303'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 AU3303'EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3303'WILLIAMS BOULEVARD IN KENNER,
 AU3303'2.2 KM (1.4 MI) NORTHWEST OF THE JUNCTION OF AIRLINE HIGHWAY AND
 AU3303'DAVID DRIVE,
 AU3303'0.6 KM (0.4 MI) EAST OF THE JUNCTION OF CANAL NUMBER 4 AND SONIAT
 AU3303'CANAL. ALONG THE SOUTH EDGE OF LAFRENIERE PARK.
 AU3303'OWNERSHIP--JEFFERSON PARISH PARKS AND RECREATION DEPARTMENT, C/O
 AU3303'STEVE PETERSON, ASSISTANT MANAGER, PHONE 504-454-6687. (THE OFFICE
 AU3303'LOCATED AT THE PARK).
 AU3303'
 AU3303'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3303'WILLIAMS BOULEVARD GO SOUTH FOR 0.28 KM (0.2 MI) ON WILLIAMS
 AU3303'BOULEVARD TO A CROSS ROAD.
 AU3303'TURN LEFT AND GO EAST FOR 1.89 KM (1.2 MI) ON VETERANS MEMORIAL
 AU3303'HIGHWAY TO A CROSSROAD.
 AU3303'TURN RIGHT AND GO SOUTHEAST FOR 1.04 KM (0.65 MI) ON DAVID DRIVE TO
 AU3303'A ROAD LEFT ON THE NORTH SIDE OF CANAL NUMBER 4.
 AU3303'TURN LEFT AND GO EAST FOR 0.62 KM (0.4 MI) ON THE PAVED ROAD TO THE
 AU3303'STATION ON THE LEFT, ALONG A ROW OF VERTICAL RALROAD CROSSTIES USED
 AU3303'AS A BOUNDRY FENCE.
 AU3303'
 AU3303'THE STATION IS A STANDARD NGS DISK
 AU3303'STAMPED---LAFRENIER JPE 1987---,
 AU3303'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3303'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3303'20.6 METERS (67.6 FT) EAST FROM THE EAST END OF A HIGH CYCLONE
 AU3303'FNECE,
 AU3303'10.7 METERS (35.1 FT) NORTH FROM THE CENTER OF THE ROAD,
 AU3303'0.9 METERS (3 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST, AND
 AU3303'0.5 METERS (1.6 FT) NORTH FROM A ROW OF VERTICAL CROSSTIE BOUNDRY.
 AU3303'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3303'STAMPED---LAFRENIERE JPE 1987---,
 AU3303'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AU3303
 AU3303                          STATION RECOVERY (1994)
 AU3303
 AU3303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3303'IN METAIRIE, AT THE INTERSECTION OF DAVID DRIVE AND WEST NAPOLEAN
 AU3303'AVENUE, 131.6 M (431.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AU3303'LANES OF THE DRIVE, 20.8 M (68.2 FT) EAST OF THE EAST END OF A
 AU3303'CHAIN-LINK FENCE, 10.7 M (35.1 FT) NORTH OF THE AVENUE CENTER, 4.4 M
 AU3303'(14.4 FT) SOUTH OF THE CENTER OF A PATH LEADING THROUGH LAFRENIERE
 AU3303'PARK, 0.4 M (1.3 FT) NORTH OF A RAILROAD TIE BARRIER, 0.3 M (1.0 FT)
 AU3303'ABOVE THE LEVEL OF THE DRIVE, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 AU3303'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1004 ***********************************************************************
 AT1004  DESIGNATION -  LAG
 AT1004  PID         -  AT1004
 AT1004  STATE/COUNTY-  LA/ST BERNARD
 AT1004  USGS QUAD   -  LAKE EUGENIE (1994)
 AT1004
 AT1004                         *CURRENT SURVEY CONTROL
 AT1004  ___________________________________________________________________
 AT1004* NAD 83(1992)-  29 59 54.91335(N)    089 29 52.11055(W)     ADJUSTED  
 AT1004* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1004  ___________________________________________________________________
 AT1004  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AT1004  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AT1004
 AT1004  HORZ ORDER  -  THIRD
 AT1004
 AT1004.The horizontal coordinates were established by classical geodetic methods
 AT1004.and adjusted by the National Geodetic Survey in May 1994..
 AT1004
 AT1004.The orthometric height was scaled from a topographic map.
 AT1004
 AT1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1004
 AT1004.The geoid height was determined by GEOID03.
 AT1004
 AT1004;                    North         East     Units Scale Factor Converg.
 AT1004;SPC LA S     -   167,528.130 1,177,084.750   MT  0.99992575   +0 55 04.0
 AT1004;SPC LA S     -   549,631.87  3,861,818.88   sFT  0.99992575   +0 55 04.0
 AT1004;UTM  16      - 3,321,255.774   259,050.296   MT  1.00031634   -1 14 58.0
 AT1004
 AT1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1004!SPC LA S     -   1.00000413  x   0.99992575  =   0.99992988
 AT1004!UTM  16      -   1.00000413  x   1.00031634  =   1.00032047
 AT1004
 AT1004:                Primary Azimuth Mark                     Grid Az
 AT1004:SPC LA S     -  BLIND                                    053 24 04.9
 AT1004:UTM  16      -  BLIND                                    055 34 06.9
 AT1004
 AT1004|---------------------------------------------------------------------|
 AT1004| PID    Reference Object                     Distance      Geod. Az  |
 AT1004|                                                           dddmmss.s |
 AT1004| BH2661 BLIND                               APPROX. 9.1 KM 0541908.9 |
 AT1004| DD7305 LAG RM 1                             35.697 METERS 22231     |
 AT1004| DD7306 LAG RM 2                             39.870 METERS 30201     |
 AT1004|---------------------------------------------------------------------|
 AT1004
 AT1004                          SUPERSEDED SURVEY CONTROL
 AT1004
 AT1004  NAD 83(1992)-  29 59 54.92097(N)    089 29 52.10505(W) AD(       ) 3
 AT1004  NAD 83(1986)-  29 59 54.92494(N)    089 29 52.10657(W) AD(       ) 3
 AT1004  NAD 27      -  29 59 54.19400(N)    089 29 51.93100(W) AD(       ) 3
 AT1004
 AT1004.Superseded values are not recommended for survey control.
 AT1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1004.See file dsdata.txt to determine how the superseded data were derived.
 AT1004
 AT1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5905021256(NAD 83)
 AT1004_MARKER: DS = TRIANGULATION STATION DISK
 AT1004_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1004_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1004
 AT1004  HISTORY     - Date     Condition        Report By
 AT1004  HISTORY     - 1934     MONUMENTED       CGS
 AT1004  HISTORY     - 1952     GOOD             CGS
 AT1004  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1004
 AT1004                          STATION DESCRIPTION
 AT1004
 AT1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1004'STATION IS ABOUT 3-1/2 MILES E OF BILOXI BAYOU ON THE SW SHORE OF THE
 AT1004'MOST NORTHERLY OF
 AT1004'TWO LAGOONS JOINED BY A NARROW PASS.  IT IS ALMOST
 AT1004'DIRECTLY E OF THE PASS JOINING THE
 AT1004'TWO LAGOONS AND IS ON A POINT OF
 AT1004'LAND WHICH PROJECTS INTO THE LAGOON AT A RIGHT ANGLE.
 AT1004'THE STATION IS
 AT1004'216 FEET S AND 200 FEET W OF THE TWO SIDES OF THIS POINT OF LAND.
 AT1004'
 AT1004'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT1004'AT THE CENTER OF
 AT1004'THE TOPS OF TILES, WHICH ARE FASTENED BY MEANS OF
 AT1004'CONCRETE TO THE UPPER ENDS OF LONG
 AT1004'WOODEN PILES DRIVEN INTO THE
 AT1004'MARSH.
 AT1004'
 AT1004'THE MARKS PROJECT 8 INCHES ABOVE THE GROUND.
 AT1004'
 AT1004'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AT1004
 AT1004                          STATION RECOVERY (1952)
 AT1004
 AT1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1004'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE NOT
 AT1004'FOUND.  THEY ARE
 AT1004'BELIEVED TO EXIST BUT ARE BELOW THE SURFACE.
 AT1004'ORIGINAL DESCRIPTION IS INADEQUATE,
 AT1004'NEW DESCRIPTION FOLLOWS-
 AT1004'
 AT1004'STATION IS APPROXIMATELY 2 MILES S OF MALHEUREUX POINT, ON THE SW
 AT1004'BANK OF THE MOST N
 AT1004'LAKE OF THE LAKES OF BAYOU MARRON, APPROXIMATELY
 AT1004'400 FEET NW OF A PASS TO A SMALL
 AT1004'LAGOON TO THE W, 192 FEET N OF THE
 AT1004'SHORELINE OF THE SMALL LAGOON, AND 172 FEET
 AT1004'S 30 DEG W
 AT1004'FROM THE LAKE.
 AT1004'
 AT1004'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A TILE PIPE,
 AT1004'STAMPED LAG 1934, AND FLUSH WITH THE GROUND.
 AT1004
 AT1004                          STATION RECOVERY (1965)
 AT1004
 AT1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1004'THE STATION AND REFERENCE MARKS WERE
 AT1004'SEARCHED FOR BUT NOT FOUND.  THE
 AT1004'MARSH HAS NOT ERODED BADLY HERE AND IT IS BELIEVED THAT
 AT1004'THE MARKS ARE
 AT1004'BURIED UNDER THE MUD AND TALL GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2834 ***********************************************************************
 AU2834  DESIGNATION -  LAK 1934
 AU2834  PID         -  AU2834
 AU2834  STATE/COUNTY-  LA/LAFOURCHE
 AU2834  USGS QUAD   -  BAY L'OURS (1973)
 AU2834
 AU2834                         *CURRENT SURVEY CONTROL
 AU2834  ___________________________________________________________________
 AU2834* NAD 83(1992)-  29 30 51.19463(N)    090 10 38.04364(W)     ADJUSTED  
 AU2834* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2834  **This station is located in a subsidence area (see below).
 AU2834  ___________________________________________________________________
 AU2834  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AU2834  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AU2834
 AU2834  HORZ ORDER  -  THIRD
 AU2834
 AU2834.The horizontal coordinates were established by classical geodetic methods
 AU2834.and adjusted by the National Geodetic Survey in January 1993..
 AU2834
 AU2834 ** The orthometric height has not been validated since last determined
 AU2834 ** by differential leveling and should not be used for control purposes.
 AU2834 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2834 ** area with valid NAVD 88 orthometric heights.
 AU2834 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2834 ** epoch indicated which incorporates improved geoid heights for the
 AU2834 ** Southern Louisiana Subsidence area.
 AU2834 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2834.The orthometric height was scaled from a topographic map.
 AU2834
 AU2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2834
 AU2834.The geoid height was determined by GEOID03.
 AU2834
 AU2834;                    North         East     Units Scale Factor Converg.
 AU2834;SPC LA S     -   112,987.333 1,112,080.750   MT  0.99996157   +0 34 41.0
 AU2834;SPC LA S     -   370,692.61  3,648,551.59   sFT  0.99996157   +0 34 41.0
 AU2834;UTM  15      - 3,268,281.265   773,622.754   MT  1.00052391   +1 23 29.3
 AU2834
 AU2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2834!SPC LA S     -   1.00000391  x   0.99996157  =   0.99996548
 AU2834!UTM  15      -   1.00000391  x   1.00052391  =   1.00052782
 AU2834
 AU2834                          SUPERSEDED SURVEY CONTROL
 AU2834
 AU2834  NAD 83(1986)-  29 30 51.21033(N)    090 10 38.04951(W) AD(       ) 3
 AU2834  NAD 27      -  29 30 50.43600(N)    090 10 37.78100(W) AD(       ) 3
 AU2834
 AU2834.Superseded values are not recommended for survey control.
 AU2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2834.See file dsdata.txt to determine how the superseded data were derived.
 AU2834
 AU2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7362368281(NAD 83)
 AU2834_MARKER: DD = SURVEY DISK
 AU2834_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2834_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2834
 AU2834  HISTORY     - Date     Condition        Report By
 AU2834  HISTORY     - 1934     MONUMENTED       CGS
 AU2834  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2834
 AU2834                          STATION DESCRIPTION
 AU2834
 AU2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2834'THIS STATION IS ON A SMALL ISLAND IN THE W PART OF LITTLE LAKE.
 AU2834'THE ISLAND IS ABOUT 35 METERS LONG AND 30 METERS WIDE AND
 AU2834'STATION IS LOCATED A LITTLE TO THE S OF THE CENTER OF THE
 AU2834'ISLAND.  THE ISLAND IS ABOUT 300 METERS FROM THE SHORES OF
 AU2834'LITTLE LAKE AND ABOUT TWO MILES NW OF TRIANGULATION STATION
 AU2834'BRUSLE.
 AU2834'
 AU2834'STATION MARK IS A STANDARD HYDROGRAPHIC DISK SET IN CONCRETE
 AU2834'IN THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2834'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2834'DRIVEN INTO THE MARSH.
 AU2834
 AU2834                          STATION RECOVERY (1952)
 AU2834
 AU2834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2834'STATION IS LOST.  THE MONUMENT WAS FOUND LYING ON ITS SIDE
 AU2834'IN 2 FT. OF WATER.  THE ISLAND HAS ALMOST COMPLETELY WASHED
 AU2834'AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2635 ***********************************************************************
 AU2635  DESIGNATION -  LAKE
 AU2635  PID         -  AU2635
 AU2635  STATE/COUNTY-  LA/VERMILION
 AU2635  USGS QUAD   -  DELCAMBRE (1994)
 AU2635
 AU2635                         *CURRENT SURVEY CONTROL
 AU2635  ___________________________________________________________________
 AU2635* NAD 83(1992)-  29 59 05.46261(N)    091 59 42.65333(W)     ADJUSTED  
 AU2635* NAVD 88     -         4.7  **(meters)      15.   **(feet)  VERTCON   
 AU2635  **This station is located in a subsidence area (see below).
 AU2635  ___________________________________________________________________
 AU2635  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AU2635  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AU2635
 AU2635  HORZ ORDER  -  SECOND
 AU2635
 AU2635.The horizontal coordinates were established by classical geodetic methods
 AU2635.and adjusted by the National Geodetic Survey in January 1993..
 AU2635
 AU2635 ** The orthometric height has not been validated since last determined
 AU2635 ** by differential leveling and should not be used for control purposes.
 AU2635 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2635 ** area with valid NAVD 88 orthometric heights.
 AU2635 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2635 ** epoch indicated which incorporates improved geoid heights for the
 AU2635 ** Southern Louisiana Subsidence area.
 AU2635 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2635
 AU2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2635
 AU2635.The geoid height was determined by GEOID03.
 AU2635
 AU2635;                    North         East     Units Scale Factor Converg.
 AU2635;SPC LA S     -   164,771.640   936,136.132   MT  0.99992578   -0 19 51.4
 AU2635;SPC LA S     -   540,588.29  3,071,306.63   sFT  0.99992578   -0 19 51.4
 AU2635;UTM  15      - 3,317,531.498   596,929.642   MT  0.99971592   +0 30 08.0
 AU2635
 AU2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2635!SPC LA S     -   1.00000348  x   0.99992578  =   0.99992926
 AU2635!UTM  15      -   1.00000348  x   0.99971592  =   0.99971940
 AU2635
 AU2635|---------------------------------------------------------------------|
 AU2635| PID    Reference Object                     Distance      Geod. Az  |
 AU2635|                                                           dddmmss.s |
 AU2635| CV9965 LAKE RM 2                            13.198 METERS 01946     |
 AU2635| CV9963 LAKE AZ MK                                         1951525.9 |
 AU2635| CV9964 LAKE RM 1                            12.000 METERS 19947     |
 AU2635| AV0593 ERATH MUNICIPAL TANK 1974           APPROX. 5.1 KM 2242919.3 |
 AU2635| AU2636 LAKE LDH 1974 A POINT                13.137 METERS 35719     |
 AU2635|---------------------------------------------------------------------|
 AU2635
 AU2635                          SUPERSEDED SURVEY CONTROL
 AU2635
 AU2635  NAD 83(1986)-  29 59 05.48280(N)    091 59 42.64740(W) AD(       ) 2
 AU2635  NAD 27      -  29 59 04.74625(N)    091 59 42.20906(W) AD(       ) 2
 AU2635  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 AU2635
 AU2635.Superseded values are not recommended for survey control.
 AU2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2635.See file dsdata.txt to determine how the superseded data were derived.
 AU2635
 AU2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9693017531(NAD 83)
 AU2635_MARKER: DD = SURVEY DISK
 AU2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2635
 AU2635  HISTORY     - Date     Condition        Report By
 AU2635  HISTORY     - 1974     MONUMENTED       LADH
 AU2635
 AU2635                          STATION DESCRIPTION
 AU2635
 AU2635'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AU2635'THE STATION IS LOCATED 3 MILES NORTHEAST OF ERATH, 2 MILES NORTH
 AU2635'OF DELCAMBRE, AND 11.5 MILES SOUTHWEST OF MAURICE, IN THE SOUTHEAST
 AU2635'QUARTER OF SECTION 61, T12S, R5E, AND ON THE PROPERTY OWNED BY THE
 AU2635'LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2635'
 AU2635'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 330
 AU2635'IN DELCAMBRE, GO WEST ALONG STATE HIGHWAY 14 FOR 0.5 MILE TO STATE
 AU2635'HIGHWAY 89 LEADING NORTH.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 AU2635'89 FOR 2.2 MILES.  THE STATION IS SET ON THE RIGHT AND EAST OF THE
 AU2635'HIGHWAY NEAR A POWER POLE.
 AU2635'
 AU2635'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG STATE
 AU2635'HIGHWAY 89 FOR 0.3 MILE.  THE MARK IS SET ON THE RIGHT AND WEST OF
 AU2635'THE HIGHWAY NEAR A POWER POLE AND A RIGHT-OF-WAY MARKER.
 AU2635'
 AU2635'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2635'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2635'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 AU2635'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2635'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU2635'STAMPED LAKE 1974.  THE MARK IS 105 FEET NORTHEAST OF THE CENTER OF
 AU2635'A SHELL DRIVE, 39 FEET EAST OF THE CENTER OF STATE HIGHWAY 89, 21
 AU2635'FEET SOUTH OF A POWER POLE, 2.5 FEET NORTH OF A METAL WITNESS POST
 AU2635'AND SIGN AND 2 FEET WEST OF A FENCE.
 AU2635'
 AU2635'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2635'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2635'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AU2635'STAMPED LAKE RM 1 1974.  IT IS 68 FEET NORTHEAST OF A SHELL ROAD,
 AU2635'61 FEET SOUTH OF A POWER POLE, 38 FEET EAST OF THE CENTER OF
 AU2635'STATE HIGHWAY 89, 34 FEET NORTH OF A TELEPHONE POLE AND 2 FEET WEST
 AU2635'OF A FENCE.
 AU2635'
 AU2635'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2635'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2635'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AU2635'STAMPED LAKE RM 2 1974.  IT IS 87 FEET SOUTH-SOUTHEAST OF THE EAST
 AU2635'END OF A CONCRETE HEADWALL ON A CROSS-DRAIN, 39 FEET EAST OF THE
 AU2635'CENTER OF STATE HIGHWAY 89, 22 FEET NORTH OF A POWER POLE, AND 2
 AU2635'FEET WEST OF A FENCE.
 AU2635'
 AU2635'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2635'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 AU2635'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AU2635'STAMPED LAKE AZ. MK. 1974.  IT IS 61 FEET WEST OF THE CENTER OF
 AU2635'STATE HIGHWAY 89, 32 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY
 AU2635'MARKER, 12 FEET NORTHWEST OF A POWER POLE AND 2 FEET EAST OF A
 AU2635'METAL WITNESS POST AND SIGN.
 AU2635'
 AU2635'NEAREST TOWN--ERATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2840 ***********************************************************************
 CP2840  DESIGNATION -  LAKE
 CP2840  PID         -  CP2840
 CP2840  STATE/COUNTY-  LA/EAST CARROLL
 CP2840  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2840
 CP2840                         *CURRENT SURVEY CONTROL
 CP2840  ___________________________________________________________________
 CP2840* NAD 83(1992)-  32 49 26.17730(N)    091 13 15.57858(W)     ADJUSTED  
 CP2840* NAVD 88     -        31.247  (meters)     102.52   (feet)  ADJUSTED  
 CP2840  ___________________________________________________________________
 CP2840  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CP2840  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2840  DYNAMIC HT  -          31.213 (meters)     102.40  (feet)  COMP
 CP2840  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 CP2840
 CP2840  HORZ ORDER  -  SECOND
 CP2840  VERT ORDER  -  SECOND    CLASS I
 CP2840
 CP2840.The horizontal coordinates were established by classical geodetic methods
 CP2840.and adjusted by the National Geodetic Survey in May 1994..
 CP2840
 CP2840.The orthometric height was determined by differential leveling
 CP2840.and adjusted by the National Geodetic Survey in May 1997..
 CP2840
 CP2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2840
 CP2840.The geoid height was determined by GEOID03.
 CP2840
 CP2840.The dynamic height is computed by dividing the NAVD 88
 CP2840.geopotential number by the normal gravity value computed on the
 CP2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2840.degrees latitude (g = 980.6199 gals.).
 CP2840
 CP2840.The modeled gravity was interpolated from observed gravity values.
 CP2840
 CP2840;                    North         East     Units Scale Factor Converg.
 CP2840;SPC LA N     -   258,385.406 1,119,766.016   MT  1.00003964   +0 40 34.4
 CP2840;SPC LA N     -   847,719.45  3,673,765.67   sFT  1.00003964   +0 40 34.4
 CP2840;UTM  15      - 3,633,170.646   666,527.727   MT  0.99994195   +0 57 52.4
 CP2840
 CP2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2840!SPC LA N     -   0.99999922  x   1.00003964  =   1.00003886
 CP2840!UTM  15      -   0.99999922  x   0.99994195  =   0.99994117
 CP2840
 CP2840|---------------------------------------------------------------------|
 CP2840| PID    Reference Object                     Distance      Geod. Az  |
 CP2840|                                                           dddmmss.s |
 CP2840| CP2839 LAKE LADH RM 1 1970                   8.371 METERS 00306     |
 CP2840| CY4833 LAKE AZ MK                                         0594624.1 |
 CP2840| AA2858 LAKE RM 2                            13.438 METERS 10551     |
 CP2840| CP2836 LAKE PROVIDENCE FED COMP W TK       APPROX. 2.8 KM 1270955.0 |
 CP2840|---------------------------------------------------------------------|
 CP2840
 CP2840                          SUPERSEDED SURVEY CONTROL
 CP2840
 CP2840  NAD 83(1992)-  32 49 26.18128(N)    091 13 15.57473(W) AD(       ) 2
 CP2840  NAD 83(1986)-  32 49 26.18993(N)    091 13 15.57178(W) AD(       ) 2
 CP2840  NAD 27      -  32 49 25.72532(N)    091 13 15.17293(W) AD(       ) 2
 CP2840  NGVD 29 (07/19/86)   31.6    (m)          104.     (f) VERT ANG       
 CP2840
 CP2840.Superseded values are not recommended for survey control.
 CP2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2840.See file dsdata.txt to determine how the superseded data were derived.
 CP2840
 CP2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6652833171(NAD 83)
 CP2840_MARKER: DS = TRIANGULATION STATION DISK
 CP2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2840_STAMPING: LAKE 1970
 CP2840_MARK LOGO: LADHGS
 CP2840_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2840+STABILITY: SURFACE MOTION
 CP2840
 CP2840  HISTORY     - Date     Condition        Report By
 CP2840  HISTORY     - 1970     MONUMENTED       LADH
 CP2840  HISTORY     - 19870115 GOOD             LADTD
 CP2840
 CP2840                          STATION DESCRIPTION
 CP2840
 CP2840'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 CP2840'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF LAKE PROVIDENCE AND
 CP2840'10 MILES EAST OF OAK GROVE, IN THE SOUTHEAST QUARTER OF SECTION 21,
 CP2840'T21N, R12E, AND ON PROPERTY OWNED BY THE MISSOURI PACIFIC RAILROAD.
 CP2840'
 CP2840'TO REACH THE STATION FROM THE COURTHOUSE IN LAKE PROVIDENCE,
 CP2840'DRIVE NORTHWEST ALONG U.S. HIGHWAY 65 TO 3.0 MILES TO A BLACKTOP
 CP2840'ROAD LEADING SOUTHWEST (THE ROAD IS JUST SOUTH OF THE HUGO
 CP2840'MOTEL) THENCE LEFT AND SOUTHWEST ALONG THIS BLACKTOP ROAD FOR
 CP2840'0.3 MILE TO THE RAILROAD CROSSING.  THE STATION IS SET TO THE
 CP2840'SOUTHWEST OF THE CROSSING NEAR THE RAILROAD.
 CP2840'
 CP2840'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG THE
 CP2840'PARISH ROAD FOR 0.3 MILE TO ITS INTERSECTION WITH U.S. HIGHWAY
 CP2840'65.  THE MARK IS SET ON THE EAST SIDE OF U.S. HIGHWAY 65.
 CP2840'
 CP2840'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2840'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2840'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2840'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2840'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2840'STAMPED LAKE 1970.  IT IS 99 FEET NORTH-NORTHWEST OF A TELEGRAPH
 CP2840'POLE, 59 FEET NORTHWEST OF THE CENTER OF A PARISH ROAD, 55 FEET
 CP2840'WEST OF A RAILROAD CROSSING SIGN, 12 FEET NORTHWEST OF THE
 CP2840'CENTER OF A FIVE CULVERT DRAIN UNDER THE RAILROAD, 7 FEET
 CP2840'SOUTHWEST OF THE WEST RAIL ON THE MISSOURI PACIFIC
 CP2840'RAILROAD, AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 CP2840'
 CP2840'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2840'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2840'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2840'STAMPED LAKE RM 1 1970.  IT IS 122 FEET NORTH-NORTHWEST OF A
 CP2840'TELEGRAPH POLE, 81 FEET NORTHWEST OF THE CENTER OF A PARISH ROAD,
 CP2840'66 FEET WEST-NORTHWEST OF A RAILROAD CROSSING SIGN, 30 FEET
 CP2840'NORTHWEST OF THE CENTER OF A CULVERT UNDER THE RAILROAD, AND 9
 CP2840'FEET NORTHEAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 CP2840'RAILROAD.
 CP2840'
 CP2840'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2840'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2840'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2840'STAMPED LAKE RM 2 1970.  IT IS 74 FEET NORTH OF A TELEGRAPH POLE,
 CP2840'27 FEET SOUTHEAST OF THE CENTER OF A CULVERT UNDER THE RAILROAD
 CP2840'25 FEET NORTHWEST OF THE CENTER OF A PARISH ROAD, 11 FEET WEST
 CP2840'OF A RAILROAD CROSSING SIGN, AND 9 FEET NORTHEAST OF THE EAST
 CP2840'RAIL ON THE MISSOURI PACIFIC RAILROAD.
 CP2840'
 CP2840'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2840'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2840'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2840'STAMPED LAKE AZ MK 1970.  IT IS 205 FEET SOUTHEAST OF A 36 INCH
 CP2840'OAK TREE, 100 FEET EAST-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY
 CP2840'65 AND A PARISH ROAD, 59 FEET EAST-NORTHEAST OF TWO 14 INCH
 CP2840'PECAN TREES, 23 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 65,
 CP2840'12 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, AND 2 FEET
 CP2840'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 CP2840'
 CP2840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2840
 CP2840                          STATION RECOVERY (1987)
 CP2840
 CP2840'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP2840'ABOUT 4.8 KM (3.00 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 CP2840'LAKE PROVIDENCE TO A BLACKTOP ROAD LEADING SOUTHWEST JUST SOUTH OF THE
 CP2840'HUGO MOTEL, THENCE 0.6 KM (0.35 MI) SOUTHWEST ON THE BLACKTOP TOAD TO
 CP2840'THE RAILROAD CROSSING AND THE MARK ON THE RIGHT, 18 M (59.1 FT)
 CP2840'NORTHWEST OF THE CENTER OF THE PARISH ROAD, 3.7 M (12.1 FT) NORTHWEST
 CP2840'OF THE CENTER OF A FIVE DRAIN CULVERT UNDER THE RAILROAD TRACKS AND
 CP2840'2.1 M (6.9 FT) SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2964 ***********************************************************************
 AU2964  DESIGNATION -  LAKE
 AU2964  PID         -  AU2964
 AU2964  STATE/COUNTY-  LA/LAFOURCHE
 AU2964  USGS QUAD   -  LEEVILLE (1994)
 AU2964
 AU2964                         *CURRENT SURVEY CONTROL
 AU2964  ___________________________________________________________________
 AU2964* NAD 83(1992)-  29 07 51.33684(N)    090 07 36.82321(W)     ADJUSTED  
 AU2964* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2964  **This station is located in a subsidence area (see below).
 AU2964  ___________________________________________________________________
 AU2964  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AU2964  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2964
 AU2964  HORZ ORDER  -  SECOND
 AU2964
 AU2964.The horizontal coordinates were established by classical geodetic methods
 AU2964.and adjusted by the National Geodetic Survey in January 1993..
 AU2964
 AU2964 ** The orthometric height has not been validated since last determined
 AU2964 ** by differential leveling and should not be used for control purposes.
 AU2964 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2964 ** area with valid NAVD 88 orthometric heights.
 AU2964 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2964 ** epoch indicated which incorporates improved geoid heights for the
 AU2964 ** Southern Louisiana Subsidence area.
 AU2964 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2964.The orthometric height was scaled from a topographic map.
 AU2964
 AU2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2964
 AU2964.The geoid height was determined by GEOID03.
 AU2964
 AU2964;                    North         East     Units Scale Factor Converg.
 AU2964;SPC LA S     -    70,555.406 1,117,408.095   MT  1.00004009   +0 36 11.6
 AU2964;SPC LA S     -   231,480.53  3,666,029.73   sFT  1.00004009   +0 36 11.6
 AU2964;UTM  15      - 3,225,905.197   779,548.898   MT  1.00056445   +1 23 58.4
 AU2964
 AU2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2964!SPC LA S     -   1.00000374  x   1.00004009  =   1.00004383
 AU2964!UTM  15      -   1.00000374  x   1.00056445  =   1.00056819
 AU2964
 AU2964|---------------------------------------------------------------------|
 AU2964| PID    Reference Object                     Distance      Geod. Az  |
 AU2964|                                                           dddmmss.s |
 AU2964| DD7307 LAKE RM 1                            20.770 METERS 08520     |
 AU2964| AU2961 PASS                                APPROX. 6.7 KM 2325957.0 |
 AU2964| DD7308 LAKE RM 2                             9.240 METERS 34846     |
 AU2964|---------------------------------------------------------------------|
 AU2964
 AU2964                          SUPERSEDED SURVEY CONTROL
 AU2964
 AU2964  NAD 83(1986)-  29 07 51.35165(N)    090 07 36.83521(W) AD(       ) 2
 AU2964  NAD 27      -  29 07 50.53200(N)    090 07 36.56500(W) AD(       ) 2
 AU2964
 AU2964.Superseded values are not recommended for survey control.
 AU2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2964.See file dsdata.txt to determine how the superseded data were derived.
 AU2964
 AU2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7954925905(NAD 83)
 AU2964_MARKER: DS = TRIANGULATION STATION DISK
 AU2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2964_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2964
 AU2964  HISTORY     - Date     Condition        Report By
 AU2964  HISTORY     - 1928     MONUMENTED       CGS
 AU2964  HISTORY     - 1933     GOOD             CGS
 AU2964  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2964
 AU2964                          STATION DESCRIPTION
 AU2964
 AU2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2964'STATION IS ABOUT 7-1/2 MILES SW OF CAMINADA PASS, 2 MILES NE OF
 AU2964'THE PASS INTO BAY CHAMPAGNE, 4 MILES NE OF PASS FOURCHON, ON
 AU2964'THE GULF COAST AND OPPOSITE THE S END OF A SMALL LAKE CONNECTED
 AU2964'WITH BAYOU MOREAU.
 AU2964'
 AU2964'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE.
 AU2964'
 AU2964'REFERENCE MARK NO. 1 WAS REPORTED LOST.
 AU2964'
 AU2964'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2964'IS ON THE SAME HIGHEST SAND DUNE AS STATION AND
 AU2964'9.24 METER (30.3 FEET) FROM THE STATION N 11 DEG 14 MIN W.
 AU2964
 AU2964                          STATION RECOVERY (1933)
 AU2964
 AU2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AU2964'THE STATION WAS REPORTED AS BEING JUST AT THE HIGH-WATER LINE
 AU2964'ON THE HIGHEST SAND DUNE ON THE BEACH FOR MANY MILES.
 AU2964
 AU2964                          STATION RECOVERY (1952)
 AU2964
 AU2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2964'STATION IS LOST THROUGH EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2819 ***********************************************************************
 BX2819  DESIGNATION -  LAKE
 BX2819  PID         -  BX2819
 BX2819  STATE/COUNTY-  LA/NATCHITOCHES
 BX2819  USGS QUAD   -  FLORA (1992)
 BX2819
 BX2819                         *CURRENT SURVEY CONTROL
 BX2819  ___________________________________________________________________
 BX2819* NAD 83(1992)-  31 35 19.08825(N)    093 00 57.25544(W)     ADJUSTED  
 BX2819* NAVD 88     -        31.57   (+/-2cm)     103.6    (feet)  VERTCON   
 BX2819  ___________________________________________________________________
 BX2819  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BX2819  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX2819
 BX2819  HORZ ORDER  -  FIRST
 BX2819  VERT ORDER  -  THIRD ? (See Below)
 BX2819
 BX2819.The horizontal coordinates were established by classical geodetic methods
 BX2819.and adjusted by the National Geodetic Survey in January 1993..
 BX2819
 BX2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2819.The vertical order pertains to the NGVD 29 superseded value.
 BX2819
 BX2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2819
 BX2819.The geoid height was determined by GEOID03.
 BX2819
 BX2819;                    North         East     Units Scale Factor Converg.
 BX2819;SPC LA N     -   120,819.249   951,037.747   MT  0.99993113   -0 16 21.9
 BX2819;SPC LA N     -   396,387.82  3,120,196.34   sFT  0.99993113   -0 16 21.9
 BX2819;UTM  15      - 3,494,840.642   498,491.087   MT  0.99960003   -0 00 30.0
 BX2819
 BX2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2819!SPC LA N     -   0.99999915  x   0.99993113  =   0.99993028
 BX2819!UTM  15      -   0.99999915  x   0.99960003  =   0.99959918
 BX2819
 BX2819|---------------------------------------------------------------------|
 BX2819| PID    Reference Object                     Distance      Geod. Az  |
 BX2819|                                                           dddmmss.s |
 BX2819| CV7854 LAKE RM                              11.560 METERS 21409     |
 BX2819| BX2818 CAIN                                APPROX. 2.4 KM 3131423.8 |
 BX2819|---------------------------------------------------------------------|
 BX2819
 BX2819                          SUPERSEDED SURVEY CONTROL
 BX2819
 BX2819  NAD 83(1986)-  31 35 19.10739(N)    093 00 57.24755(W) AD(       ) 1
 BX2819  NAD 27      -  31 35 18.50837(N)    093 00 56.65939(W) AD(       ) 1
 BX2819  NGVD 29 (07/19/86)   31.61   (m)          103.7    (f) LEVELING    3  
 BX2819
 BX2819.Superseded values are not recommended for survey control.
 BX2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2819.See file dsdata.txt to determine how the superseded data were derived.
 BX2819
 BX2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9849194841(NAD 83)
 BX2819_MARKER: DS = TRIANGULATION STATION DISK
 BX2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2819
 BX2819  HISTORY     - Date     Condition        Report By
 BX2819  HISTORY     - 1919     MONUMENTED       CGS
 BX2819  HISTORY     - 1935     GOOD             CGS
 BX2819
 BX2819                          STATION DESCRIPTION
 BX2819
 BX2819'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2819'STATION IS ON THE TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ABOUT
 BX2819'2 MILES E OF RAILWAY STATION AT CYPRESS, 1-1/4 TELEGRAPH POLES
 BX2819'E OF MILEPOST NO. 234, AND 3.4 METERS (11 FEET) S OF CENTER LINE
 BX2819'OF MAIN TRACK.
 BX2819'
 BX2819'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2819'DISKS SET IN CONCRETE.
 BX2819'
 BX2819'REFERENCE MARK IS 11.560 METERS (37.93 FEET) FROM STATION,
 BX2819'S 34 DEG 09 MIN W.
 BX2819
 BX2819                          STATION RECOVERY (1935)
 BX2819
 BX2819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2819'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX2819'
 BX2819'REFERENCE MARK NOT RECOVERED.  IT WAS PROBABLY DUG OUT IN
 BX2819'DRAINAGE EXCAVATION.
 BX2819'
 BX2819'STATION IS ON THE TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ABOUT
 BX2819'2 MILES E OF RAILWAY STATION AT CYPRESS, 103 FEET NE OF MILEPOST
 BX2819'NO. 234, 57.5 FEET NW OF FIRST TELEGRAPH POLE E OF MILEPOST
 BX2819'NO. 234, 8.5 FEET S OF S RAIL.  STATION AND REFERENCE MARKS
 BX2819'ARE STAMPED LAKE 1919.
 BX2819'
 BX2819'TWO NEW REFERENCE MARKS WERE SET, THEY ARE STANDARD BRONZE
 BX2819'DISKS SET IN 14-BY 14-BY 30-INCH CONCRETE PIERS.
 BX2819'
 BX2819'REFERENCE MARK NO. 1 (1935) IS 1.8 FEET N OF S FENCE OF
 BX2819'RIGHT-OF-WAY, 29 FEET S OF FIRST TELEGRAPH POLE E OF MILEPOST
 BX2819'NO. 234, 69 FEET S OF S RAIL, 23.00 METERS (75.46 FEET) FROM
 BX2819'STATION S 06 DEG 33 MIN 52.5 SEC W.
 BX2819'
 BX2819'REFERENCE MARK NO. 2 (1935) IS 1.8 FEET N OF S FENCE, 69 FEET
 BX2819'S OF S RAIL, 68.3 FEET SE OF MILEPOST NO. 234 AND 21.65 METERS
 BX2819'(71.03 FEET) FROM STATION S 73 DEG 59 MIN 19.0 SEC W.
 BX2819'TO REFERENCE MARK NO. 1 IT IS 24.790 METERS (81.34 FEET),
 BX2819'S 47 DEG 08 MIN 15 SEC E.
 BX2819'
 BX2819'TO REACH STATION, GO E ON GRAVEL HIGHWAY, PARALLEL TO AND N
 BX2819'OF TEXAS AND PACIFIC RAILROAD, 2 MILES E OF CYPRESS RAILROAD
 BX2819'STATION, OR W ABOUT THE SAME DISTANCE W FROM MONTROSE TO MILEPOST
 BX2819'NO. 234.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3924 ***********************************************************************
 BJ3924  DESIGNATION -  LAKE
 BJ3924  PID         -  BJ3924
 BJ3924  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3924  USGS QUAD   -  ST GABRIEL (1995)
 BJ3924
 BJ3924                         *CURRENT SURVEY CONTROL
 BJ3924  ___________________________________________________________________
 BJ3924* NAD 83(1986)-  30 21 22.     (N)    091 06 14.     (W)     SCALED    
 BJ3924* NAVD 88     -         5.498  (meters)      18.04   (feet)  ADJUSTED  
 BJ3924  ___________________________________________________________________
 BJ3924  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3924  DYNAMIC HT  -           5.491 (meters)      18.02  (feet)  COMP
 BJ3924  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BJ3924
 BJ3924  VERT ORDER  -  SECOND    CLASS II
 BJ3924
 BJ3924.The horizontal coordinates were scaled from a topographic map and have
 BJ3924.an estimated accuracy of +/- 6 seconds.
 BJ3924
 BJ3924.The orthometric height was determined by differential leveling
 BJ3924.and adjusted by the National Geodetic Survey in February 1994..
 BJ3924
 BJ3924.The geoid height was determined by GEOID03.
 BJ3924
 BJ3924.The dynamic height is computed by dividing the NAVD 88
 BJ3924.geopotential number by the normal gravity value computed on the
 BJ3924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3924.degrees latitude (g = 980.6199 gals.).
 BJ3924
 BJ3924.The modeled gravity was interpolated from observed gravity values.
 BJ3924
 BJ3924;                    North         East    Units  Estimated Accuracy
 BJ3924;SPC LA S     -   205,760.    1,022,060.      MT  (+/- 180 meters Scaled)
 BJ3924
 BJ3924                          SUPERSEDED SURVEY CONTROL
 BJ3924
 BJ3924.No superseded survey control is available for this station.
 BJ3924
 BJ3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP822597(NAD 83)
 BJ3924_MARKER: X = CHISELED CROSS
 BJ3924_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3924_SP_SET: CURB
 BJ3924_MARK LOGO: LA-033
 BJ3924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3924
 BJ3924  HISTORY     - Date     Condition        Report By
 BJ3924  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3924
 BJ3924                          STATION DESCRIPTION
 BJ3924
 BJ3924'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3924'IN BATON ROUGE.
 BJ3924'ABOUT 2.0 KM (1.25 MI) NORTHWEST ON HIGHLAND ROAD FROM THE
 BJ3924'INTERSECTION OF HIGHLAND ROAD AND BURBANK DRIVE TO THE MARK SET AT
 BJ3924'THE JUNCTION OF HIGHLAND ROAD AND SHADY LAKE ROAD IN THE CURB OF
 BJ3924'MEDIAN SOUTHWEST OF LAKESIDE SUBDIVISION SIGN.  MARK IS A CHISELED
 BJ3924'CROSS IN THE EDGE OF CURB, 6.1 METERS (20 FEET) NORTHEAST OF
 BJ3924'CENTERLINE OF HIGHLAND ROAD IN RAISED CURB AROUND MEDIAN, AND 1.8
 BJ3924'METERS (6 FEET) SOUTHEAST OF THE STREET SIGN.
 BJ3924'THE MARK IS 0.15 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3307 ***********************************************************************
 BK3307  DESIGNATION -  LAKE
 BK3307  PID         -  BK3307
 BK3307  STATE/COUNTY-  LA/CALCASIEU
 BK3307  USGS QUAD   -  LAKE CHARLES (1994)
 BK3307
 BK3307                         *CURRENT SURVEY CONTROL
 BK3307  ___________________________________________________________________
 BK3307* NAD 83(1992)-  30 11 47.52439(N)    093 13 56.97071(W)     ADJUSTED  
 BK3307* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 BK3307  **This station is located in a subsidence area (see below).
 BK3307  ___________________________________________________________________
 BK3307  X           -    -311,108.400 (meters)                     COMP
 BK3307  Y           -  -5,508,531.122 (meters)                     COMP
 BK3307  Z           -   3,189,210.293 (meters)                     COMP
 BK3307  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BK3307  ELLIP HEIGHT-         -24.90  (meters)          (02/20/02) GPS OBS
 BK3307  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3307
 BK3307  HORZ ORDER  -  FIRST
 BK3307  ELLP ORDER  -  FOURTH    CLASS I
 BK3307
 BK3307.The horizontal coordinates were established by GPS observations
 BK3307.and adjusted by the National Geodetic Survey in January 1995..
 BK3307
 BK3307 ** The orthometric height has not been validated since last determined
 BK3307 ** by differential leveling and should not be used for control purposes.
 BK3307 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3307 ** area with valid NAVD 88 orthometric heights.
 BK3307 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3307 ** epoch indicated which incorporates improved geoid heights for the
 BK3307 ** Southern Louisiana Subsidence area.
 BK3307 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3307.The orthometric height was determined by GPS observations and a
 BK3307.high-resolution geoid model.
 BK3307
 BK3307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3307
 BK3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3307
 BK3307.The ellipsoidal height was determined by GPS observations
 BK3307.and is referenced to NAD 83.
 BK3307
 BK3307.The geoid height was determined by GEOID03.
 BK3307
 BK3307;                    North         East     Units Scale Factor Converg.
 BK3307;SPC LA S     -   189,566.864   817,140.296   MT  0.99993155   -0 56 58.6
 BK3307;SPC LA S     -   621,937.29  2,680,901.12   sFT  0.99993155   -0 56 58.6
 BK3307;UTM  15      - 3,340,586.136   477,620.983   MT  0.99960618   -0 07 01.0
 BK3307
 BK3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3307!SPC LA S     -   1.00000391  x   0.99993155  =   0.99993546
 BK3307!UTM  15      -   1.00000391  x   0.99960618  =   0.99961009
 BK3307
 BK3307                          SUPERSEDED SURVEY CONTROL
 BK3307
 BK3307  ELLIP H (01/13/95)  -24.81   (m)                       GP(       ) 3 2
 BK3307  NAD 83(1992)-  30 11 47.52440(N)    093 13 56.97131(W) AD(       ) 1
 BK3307  ELLIP H (01/21/93)  -24.84   (m)                       GP(       ) 4 2
 BK3307  NAD 83(1986)-  30 11 47.54606(N)    093 13 56.96117(W) AD(       ) 1
 BK3307  NGVD 29 (05/20/88)    2.6    (m)            9.     (f) GPS OBS        
 BK3307
 BK3307.Superseded values are not recommended for survey control.
 BK3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3307.See file dsdata.txt to determine how the superseded data were derived.
 BK3307
 BK3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7762140586(NAD 83)
 BK3307_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3307_STAMPING: LAKE 1987
 BK3307_MARK LOGO: NGS   
 BK3307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3307+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1990
 BK3307
 BK3307  HISTORY     - Date     Condition        Report By
 BK3307  HISTORY     - 1987     MONUMENTED       LADTD
 BK3307  HISTORY     - 19901226 GOOD             VFM
 BK3307  HISTORY     - 20020718 GOOD             USPSQD
 BK3307
 BK3307                          STATION DESCRIPTION
 BK3307
 BK3307'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3307'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF LADE CHARLES,
 BK3307'ABOUT 3.5 KM (2.2 MI) SOUTH-SOUTHWEST OF DOWNTOWN, AT THE JUNCTION
 BK3307'OF INTERSTATE HIGHWAY 210 AND LAKE STREET, IN THE SOUTHWEST ANGLE
 BK3307'OF THE JUNCTION WHERE THE EXIT RAMP JOINS LAKE STREET.
 BK3307'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3307'
 BK3307'THE STATION IS A STANDARD NGS DISK
 BK3307'STAMPED---LAKE 1987---,
 BK3307'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3307'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3307'2.2 METERS (7 FT) WEST FROM THE WEST CURB OF LAKE STREET,
 BK3307'5.4 METERS (17.5 FT) NORTH FROM THE NORTH CURB OF THE EXIT RAMP,
 BK3307'34.3 METERS (112.5 FT) SOUTH FROM THE SOUTH BRIDGE SUPPORT OF THE
 BK3307'EASTBOUND LANES,
 BK3307'1.3 METERS (4.5 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A
 BK3307'RECTANGULAR SEWER COVER AND
 BK3307'0.3 METERS (1 FT) EAST FROM A FIBERGLASS WITNESS POST.
 BK3307'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3307'STAMPED---LAKE 1987---,
 BK3307'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3307'
 BK3307'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3307'STAMPED---LAKE 1987---,
 BK3307'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3307'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3307'27.9 METERS (91.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE EAST
 BK3307'BOUND ENTRANCE RAMP TO INTERSTATE HIGHWAY 210,
 BK3307'10.8 METERS (35.5 FT) NORTH FROM THE CENTER OF COLLEGE STREET,
 BK3307'3.6 METERS (11.8 FT) NORTH FROM A POWER POLE NO. 50X69782 WITH ONE
 BK3307'TRANSFORMER AND
 BK3307'3 METERS (10 FT) NORTH FROM A CHAIN LINK FENCE.
 BK3307'TO REACH THE AZIMUTH FROM THE STATION,
 BK3307'GO EAST FOR 0.26 KM (0.16 MI) ON COLLEGE STREET TO THE MARK ON THE
 BK3307'LEFT AND NORTH OF A CHAIN LINK FENCE.
 BK3307
 BK3307                          STATION RECOVERY (1990)
 BK3307
 BK3307'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3307'RECOVERED AS DESCRIBED.
 BK3307
 BK3307                          STATION RECOVERY (2002)
 BK3307
 BK3307'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 BK3307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV1003 ***********************************************************************
 AV1003  DESIGNATION -  LAKE
 AV1003  PID         -  AV1003
 AV1003  STATE/COUNTY-  LA/VERMILION
 AV1003  USGS QUAD   -  PUMPKIN ISLANDS (1979)
 AV1003
 AV1003                         *CURRENT SURVEY CONTROL
 AV1003  ___________________________________________________________________
 AV1003* NAD 83(1992)-  29 42 04.40075(N)    092 21 06.13789(W)     ADJUSTED  
 AV1003* NAVD 88     -         1.3  **(meters)       4.   **(feet)  VERTCON   
 AV1003  **This station is located in a subsidence area (see below).
 AV1003  ___________________________________________________________________
 AV1003  X           -    -227,519.111 (meters)                     COMP
 AV1003  Y           -  -5,540,050.172 (meters)                     COMP
 AV1003  Z           -   3,141,636.161 (meters)                     COMP
 AV1003  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV1003  ELLIP HEIGHT-         -24.67  (meters)          (01/21/93) GPS OBS
 AV1003  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AV1003
 AV1003  HORZ ORDER  -  SECOND
 AV1003  ELLP ORDER  -  FOURTH    CLASS II
 AV1003
 AV1003.The horizontal coordinates were established by GPS observations
 AV1003.and adjusted by the National Geodetic Survey in January 1993..
 AV1003
 AV1003 ** The orthometric height has not been validated since last determined
 AV1003 ** by differential leveling and should not be used for control purposes.
 AV1003 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV1003 ** area with valid NAVD 88 orthometric heights.
 AV1003 ** The geoid height was determined by a new realization of GEOID03 for the
 AV1003 ** epoch indicated which incorporates improved geoid heights for the
 AV1003 ** Southern Louisiana Subsidence area.
 AV1003 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV1003
 AV1003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV1003
 AV1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV1003
 AV1003.The ellipsoidal height was determined by GPS observations
 AV1003.and is referenced to NAD 83.
 AV1003
 AV1003.The geoid height was determined by GEOID03.
 AV1003
 AV1003;                    North         East     Units Scale Factor Converg.
 AV1003;SPC LA S     -   133,587.144   901,455.384   MT  0.99993933   -0 30 33.1
 AV1003;SPC LA S     -   438,277.15  2,957,524.87   sFT  0.99993933   -0 30 33.1
 AV1003;UTM  15      - 3,285,854.927   562,713.691   MT  0.99964853   +0 19 16.4
 AV1003
 AV1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV1003!SPC LA S     -   1.00000387  x   0.99993933  =   0.99994320
 AV1003!UTM  15      -   1.00000387  x   0.99964853  =   0.99965240
 AV1003
 AV1003                          SUPERSEDED SURVEY CONTROL
 AV1003
 AV1003  NAD 83(1986)-  29 42 04.42305(N)    092 21 06.12440(W) AD(       ) 2
 AV1003  NGVD 29 (03/26/92)    1.3    (m)            4.     (f) GPS OBS        
 AV1003
 AV1003.Superseded values are not recommended for survey control.
 AV1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV1003.See file dsdata.txt to determine how the superseded data were derived.
 AV1003
 AV1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6271485855(NAD 83)
 AV1003_MARKER: DD = SURVEY DISK
 AV1003_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV1003_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AV1003_STAMPING: LAKE 1991
 AV1003_MARK LOGO: NOS   
 AV1003_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV1003+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AV1003
 AV1003  HISTORY     - Date     Condition        Report By
 AV1003  HISTORY     - 1991     MONUMENTED       NOS
 AV1003
 AV1003                          STATION DESCRIPTION
 AV1003
 AV1003'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AV1003'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF STATE HIGHWAY 82
 AV1003'APPROX 5.31 KM (3.30 MI) SOUTH OF SCHOONER BAYOU CANAL (OLD
 AV1003'INTRACOASTAL WATERWAY) AND NORTH OF PECAN ISLAND.
 AV1003'TO REACH THE STATION FROM THE SOUTH END SCHOONER BAYOU CANAL BRIDGE
 AV1003'PROCEED SOUTWEST ON HIGHWAY 82 FOR 5.31 KM (3.30 MI) TO THE STATION
 AV1003'ON RIGHT, JUST NORTHEAST OF A ROADSIGN THAT READS (DRIVE CAREFULLY
 AV1003'SUBSTANDARD ROADWAY).
 AV1003'THE STATION IS A STANARD NOS ALUMINUM DISK STAMPED ---LAKE 1991---
 AV1003'ATTACHED TO A 42 INCH ALUMINUM ROD THAT IS DRIVEN INTO THE GROUND AND
 AV1003'SURROUNDED BY A MASS OF CONCRETE. IT IS 47.0 M (154.20 FT) NORTHEAST
 AV1003'OF THE ROADSIGN, 7.0 M (22.97 FT) NORTHWEST OF THE CENTERLINE OF
 AV1003'HIGHWAY 82, AND 3.0 M (9.84 FT) NORTHWEST OF THE EDGE OF HIGHWAY 82.
 AV1003'THE STATION IS AT THE BOTTOM OF THE SHOULDER OF THE ROAD AND IS FLUSH
 AV1003'WITH THE GROUND.
 AV1003'DESCRIBED BY R.P. BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0821 ***********************************************************************
 AV0821  DESIGNATION -  LAKE 1924
 AV0821  PID         -  AV0821
 AV0821  STATE/COUNTY-  LA/CAMERON
 AV0821  USGS QUAD   -  CAMERON (1982)
 AV0821
 AV0821                         *CURRENT SURVEY CONTROL
 AV0821  ___________________________________________________________________
 AV0821* NAD 83(1992)-  29 50 21.98431(N)    093 19 42.08291(W)     ADJUSTED  
 AV0821* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0821  **This station is located in a subsidence area (see below).
 AV0821  ___________________________________________________________________
 AV0821  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AV0821  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AV0821
 AV0821  HORZ ORDER  -  SECOND
 AV0821
 AV0821.The horizontal coordinates were established by classical geodetic methods
 AV0821.and adjusted by the National Geodetic Survey in January 1993..
 AV0821
 AV0821 ** The orthometric height has not been validated since last determined
 AV0821 ** by differential leveling and should not be used for control purposes.
 AV0821 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0821 ** area with valid NAVD 88 orthometric heights.
 AV0821 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0821 ** epoch indicated which incorporates improved geoid heights for the
 AV0821 ** Southern Louisiana Subsidence area.
 AV0821 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0821.The orthometric height was scaled from a topographic map.
 AV0821
 AV0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0821
 AV0821.The geoid height was determined by GEOID03.
 AV0821
 AV0821;                    North         East     Units Scale Factor Converg.
 AV0821;SPC LA S     -   150,147.675   807,221.832   MT  0.99992969   -0 59 51.1
 AV0821;SPC LA S     -   492,609.50  2,648,360.29   sFT  0.99992969   -0 59 51.1
 AV0821;UTM  15      - 3,301,039.456   468,279.845   MT  0.99961241   -0 09 48.2
 AV0821
 AV0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0821!SPC LA S     -   1.00000422  x   0.99992969  =   0.99993391
 AV0821!UTM  15      -   1.00000422  x   0.99961241  =   0.99961663
 AV0821
 AV0821:                Primary Azimuth Mark                     Grid Az
 AV0821:SPC LA S     -  LAMB                                     083 17 08.9
 AV0821:UTM  15      -  LAMB                                     082 27 06.0
 AV0821
 AV0821|---------------------------------------------------------------------|
 AV0821| PID    Reference Object                     Distance      Geod. Az  |
 AV0821|                                                           dddmmss.s |
 AV0821| AV0822 LAMB                                APPROX. 7.5 KM 0821717.8 |
 AV0821| AV0786 CREOLE CATHOLIC CHURCH              APPROX.16.8 KM 1015002.8 |
 AV0821| AV0785 NEGRO CATHOLIC CHURCH               APPROX.13.1 KM 1172450.4 |
 AV0821|---------------------------------------------------------------------|
 AV0821
 AV0821                          SUPERSEDED SURVEY CONTROL
 AV0821
 AV0821  NAD 83(1986)-  29 50 22.00935(N)    093 19 42.06785(W) AD(       ) 2
 AV0821  NAD 27      -  29 50 21.22000(N)    093 19 41.51100(W) AD(       ) 2
 AV0821
 AV0821.Superseded values are not recommended for survey control.
 AV0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0821.See file dsdata.txt to determine how the superseded data were derived.
 AV0821
 AV0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6828001039(NAD 83)
 AV0821_MARKER: DS = TRIANGULATION STATION DISK
 AV0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0821+STABILITY: SURFACE MOTION
 AV0821
 AV0821  HISTORY     - Date     Condition        Report By
 AV0821  HISTORY     - 1924     MONUMENTED       CGS
 AV0821  HISTORY     - 1932     GOOD             CGS
 AV0821  HISTORY     - 1955     GOOD             CGS
 AV0821  HISTORY     - 1964     GOOD             CGS
 AV0821
 AV0821                          STATION DESCRIPTION
 AV0821
 AV0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FSB)
 AV0821'STATION IS LOCATED AT EASTERN ENTRANCE POINT CALCASIEU LAKE TO
 AV0821'CALCASIEU RIVER, AND APPROXIMATELY 100 METERS S AND 75 METERS E OF
 AV0821'SHORE LINE, APPROXIMATELY 0.3 STATUTE MILE S OF W END OF OLD
 AV0821'REVETMENT IN CALCASIEU LAKE.
 AV0821'
 AV0821'THE SURROUNDING COUNTRY IS FLAT, MARSHY GRAZING LAND, AND
 AV0821'UNDERLYING SOIL IS BLACK GUMBO, ENTIRELY DEVOID OF SAND,
 AV0821'GRAVEL OR SHELL.
 AV0821'
 AV0821'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0821'IN SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0821'
 AV0821'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 AV0821
 AV0821                          STATION RECOVERY (1932)
 AV0821
 AV0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0821'STATION RECOVERED IN 1932.  STATION MARK IN GOOD CONDITION
 AV0821'BUT LOOSE IN GROUND.  REFERENCE MARKS IN GOOD CONDITION.
 AV0821'
 AV0821'NOTE--CHANGE DESCRIPTION TO READ AS FOLLOWS--
 AV0821'
 AV0821'LOCATED AT THE EASTERN POINT AT THE JUNCTION BETWEEN CALCASIEU PASS
 AV0821'AND CALCASIEU (BIG) LAKE ABOUT 125 METERS S AND 43 METERS E OF THE
 AV0821'SHORE LINE.  LOCATED ABOUT 1/2 MILE (STATUTE) S OF W END
 AV0821'OF OLD REVETMENT IN CALCASIEU LAKE, IN MARSH LAND WITH
 AV0821'UNDERLYING SOIL OF GUMBO, AND ABOUT 2 FEET ABOVE HIGH-WATER.
 AV0821'
 AV0821'A 20-FOOT SCAFFOLD AND TRIPOD WERE ERECTED AT THE STATION AND
 AV0821'SEES ALL STATIONS OF THE SCHEME EXCEPT TOWARD MAN WHERE
 AV0821'CLEARING IS NECESSARY IN CAMERON NEAR THE ROAD AND ALSO IN
 AV0821'A GROVE CLOSE BY AND NE OF MAN.
 AV0821'
 AV0821'STATION MAY BE REACHED ONLY BY BOAT.
 AV0821
 AV0821                          STATION RECOVERY (1955)
 AV0821
 AV0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0821'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0821'1932 DESCRIPTION BY L.C.W. ADEQUATE EXCEPT FOR THE FOLLOWING
 AV0821'MEASURED DISTANCES FROM STATION TO SHORELINE--
 AV0821'
 AV0821'E BANK CALCASIEU RIVER - 107 FEET
 AV0821'
 AV0821'TIP OF MARSH ON E SIDE ENTRANCE TO CALCASIEU RIVER - 331 FEET.
 AV0821
 AV0821                          STATION RECOVERY (1964)
 AV0821
 AV0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HGL)
 AV0821'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 AV0821'CONDITION.  REFERENCE MARK 2 WAS FOUND IN FAIR CONDITION
 AV0821'WITH MONUMENT BROKEN BUT DISK STILL INTACT.  THE DISK HAVE
 AV0821'NOT BEEN STAMPED AT STATION OR R.M.S.
 AV0821'
 AV0821'THE DESCRIPTION BY R.A.G., 1955 IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1141 ***********************************************************************
 AT1141  DESIGNATION -  LAKE 1955
 AT1141  PID         -  AT1141
 AT1141  STATE/COUNTY-  LA/PLAQUEMINES
 AT1141  USGS QUAD   -  BASTIAN BAY (1993)
 AT1141
 AT1141                         *CURRENT SURVEY CONTROL
 AT1141  ___________________________________________________________________
 AT1141* NAD 83(1992)-  29 20 30.10136(N)    089 44 44.18012(W)     ADJUSTED  
 AT1141* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1141  **This station is located in a subsidence area (see below).
 AT1141  ___________________________________________________________________
 AT1141  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AT1141  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AT1141
 AT1141  HORZ ORDER  -  THIRD
 AT1141
 AT1141.The horizontal coordinates were established by classical geodetic methods
 AT1141.and adjusted by the National Geodetic Survey in January 1993..
 AT1141
 AT1141 ** The orthometric height has not been validated since last determined
 AT1141 ** by differential leveling and should not be used for control purposes.
 AT1141 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1141 ** area with valid NAVD 88 orthometric heights.
 AT1141 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1141 ** epoch indicated which incorporates improved geoid heights for the
 AT1141 ** Southern Louisiana Subsidence area.
 AT1141 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1141.The orthometric height was scaled from a topographic map.
 AT1141
 AT1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1141
 AT1141.The geoid height was determined by GEOID03.
 AT1141
 AT1141;                    North         East     Units Scale Factor Converg.
 AT1141;SPC LA S     -    94,367.357 1,154,188.662   MT  0.99999144   +0 47 38.0
 AT1141;SPC LA S     -   309,603.57  3,786,700.64   sFT  0.99999144   +0 47 38.0
 AT1141;UTM  16      - 3,248,974.949   233,409.026   MT  1.00047706   -1 20 46.3
 AT1141
 AT1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1141!SPC LA S     -   1.00000379  x   0.99999144  =   0.99999523
 AT1141!UTM  16      -   1.00000379  x   1.00047706  =   1.00048086
 AT1141
 AT1141:                Primary Azimuth Mark                     Grid Az
 AT1141:SPC LA S     -  GRANDE ECAILLE FREEPORT CO TK            319 31 53.2
 AT1141:UTM  16      -  GRANDE ECAILLE FREEPORT CO TK            321 40 17.5
 AT1141
 AT1141|---------------------------------------------------------------------|
 AT1141| PID    Reference Object                     Distance      Geod. Az  |
 AT1141|                                                           dddmmss.s |
 AT1141| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX. 5.4 KM 3201931.2 |
 AT1141|---------------------------------------------------------------------|
 AT1141
 AT1141                          SUPERSEDED SURVEY CONTROL
 AT1141
 AT1141  NAD 83(1986)-  29 20 30.11180(N)    089 44 44.18858(W) AD(       ) 3
 AT1141  NAD 27      -  29 20 29.32500(N)    089 44 43.93600(W) AD(       ) 3
 AT1141
 AT1141.Superseded values are not recommended for survey control.
 AT1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1141.See file dsdata.txt to determine how the superseded data were derived.
 AT1141
 AT1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3340948975(NAD 83)
 AT1141_MARKER: DS = TRIANGULATION STATION DISK
 AT1141_SETTING: 0 = UNSPECIFIED SETTING
 AT1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1141
 AT1141  HISTORY     - Date     Condition        Report By
 AT1141  HISTORY     - 1955     MONUMENTED       CGS
 AT1141  HISTORY     - 1959     GOOD             HUMBLE
 AT1141
 AT1141                          STATION DESCRIPTION
 AT1141
 AT1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1141'ABOUT 10 MILES SOUTH SOUTHEAST OF PORT SULPHUR, 9 MILES WEST
 AT1141'SOUTHWEST OF EMPIRE, AND 3-1/2
 AT1141'MILES SOUTHEAST OF THE GRAND ECAILLE WORKS OF THE FREEPORT SULPHUR
 AT1141'COMPANY, AT THE WEST END OF GARDEN
 AT1141'BAY, AND AT THE NORTHEAST END OF PIPE BAY, ON THE NORTHEAST
 AT1141'CORNER OF A SMALL ISLAND, ABOUT 300 FEET
 AT1141'SOUTH OF THE NORTHEAST POINT OF THE ISLAND,
 AT1141'190 FEET SOUTH OF A SHARP POINT ON THE NORTHEAST SIDE OF
 AT1141'THE ISLAND, 100 FEET NORTH OF THE
 AT1141'ENTRANCE TO A SMALL BAYOU ON THE EAST SIDE OF THE ISLAND, AND 30 FEET
 AT1141'INSHORE FROM THE MEAN HIGH WATER
 AT1141'LINE ALONG THE EAST SHORE OF THE ISLAND, A STANDARD DISK STAMPED
 AT1141'LAKE 1955 SET IN THE TOP OF AN 8-FOOT
 AT1141'LENGTH OF 4-INCH FIBER SOIL PIPE PROJECTING 2 FEET.
 AT1141
 AT1141                          STATION RECOVERY (1959)
 AT1141
 AT1141'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959 (JB)
 AT1141'STATION FOUND IN GOOD CONDITION - DID NOT LOOK FOR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2896 ***********************************************************************
 BK2896  DESIGNATION -  LAKE ARTHUR E BASE RESET
 BK2896  PID         -  BK2896
 BK2896  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2896  USGS QUAD   -  LAKE ARTHUR (1994)
 BK2896
 BK2896                         *CURRENT SURVEY CONTROL
 BK2896  ___________________________________________________________________
 BK2896* NAD 83(1992)-  30 05 15.38580(N)    092 41 18.80124(W)     ADJUSTED  
 BK2896* NAVD 88     -         5.06   (+/-2cm)      16.6  **(feet)  VERTCON   
 BK2896  **This station is located in a subsidence area (see below).
 BK2896  ___________________________________________________________________
 BK2896  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BK2896  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BK2896
 BK2896  HORZ ORDER  -  FIRST
 BK2896  VERT ORDER  -  THIRD ? (See Below)
 BK2896
 BK2896.The horizontal coordinates were established by classical geodetic methods
 BK2896.and adjusted by the National Geodetic Survey in January 1993..
 BK2896
 BK2896 ** The orthometric height has not been validated since last determined
 BK2896 ** by differential leveling and should not be used for control purposes.
 BK2896 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2896 ** area with valid NAVD 88 orthometric heights.
 BK2896 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2896 ** epoch indicated which incorporates improved geoid heights for the
 BK2896 ** Southern Louisiana Subsidence area.
 BK2896 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2896.The vertical order pertains to the NGVD 29 superseded value.
 BK2896
 BK2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2896
 BK2896.The geoid height was determined by GEOID03.
 BK2896
 BK2896;                    North         East     Units Scale Factor Converg.
 BK2896;SPC LA S     -   176,749.724   869,367.219   MT  0.99992689   -0 40 39.5
 BK2896;SPC LA S     -   579,886.39  2,852,248.95   sFT  0.99992689   -0 40 39.5
 BK2896;UTM  15      - 3,328,533.893   530,011.718   MT  0.99961111   +0 09 22.1
 BK2896
 BK2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2896!SPC LA S     -   1.00000346  x   0.99992689  =   0.99993035
 BK2896!UTM  15      -   1.00000346  x   0.99961111  =   0.99961457
 BK2896
 BK2896|---------------------------------------------------------------------|
 BK2896| PID    Reference Object                     Distance      Geod. Az  |
 BK2896|                                                           dddmmss.s |
 BK2896| CW1998 LAKE ARTHUR E BASE RM 2              43.916 METERS 00314     |
 BK2896| BK2904 JENNINGS MUNICIPAL TANK             APPROX.15.6 KM 0113119.3 |
 BK2896| BK2902 JENNINGS LA ST RICE CO LOW TK       APPROX.14.7 KM 0122055.3 |
 BK2896| BK2897 JENNINGS LA ST RICE CO HIGH TK      APPROX.14.7 KM 0122313.4 |
 BK2896| CW1999 LAKE ARTHUR E BASE RM 3              13.800 METERS 10824     |
 BK2896| BK2895 LAKE ARTHUR POWER PLANT TANK        APPROX. 1.6 KM 1225901.4 |
 BK2896| BK0897 LAKE ARTHUR E BASE RM 1                            2764606.7 |
 BK2896| CW2000 LAKE ARTHUR E BASE RM 4              12.752 METERS 28030     |
 BK2896| BK2925 WELSH MUNICIPAL TANK                APPROX.20.9 KM 3224308.4 |
 BK2896|---------------------------------------------------------------------|
 BK2896
 BK2896                          SUPERSEDED SURVEY CONTROL
 BK2896
 BK2896  NAD 83(1986)-  30 05 15.40626(N)    092 41 18.79605(W) AD(       ) 1
 BK2896  NAD 27      -  30 05 14.65143(N)    092 41 18.27808(W) AD(       ) 1
 BK2896  NGVD 29 (07/19/86)    5.04   (m)           16.5    (f) LEVELING    3  
 BK2896
 BK2896.Superseded values are not recommended for survey control.
 BK2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2896.See file dsdata.txt to determine how the superseded data were derived.
 BK2896
 BK2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3001228534(NAD 83)
 BK2896_MARKER: DS = TRIANGULATION STATION DISK
 BK2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2896
 BK2896  HISTORY     - Date     Condition        Report By
 BK2896  HISTORY     - 1931     MONUMENTED       CGS
 BK2896  HISTORY     - 1936     GOOD             LAGS
 BK2896  HISTORY     - 1961     GOOD             LOCENG
 BK2896  HISTORY     - 1963     SEE DESCRIPTION  CGS
 BK2896
 BK2896                          STATION DESCRIPTION
 BK2896
 BK2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK2896'STATION IS IN THE WESTERN OUTSKIRTS OF THE TOWN OF LAKE
 BK2896'ARTHUR, 0.8 MILE N AND 0.5 MILE W OF WATER TANK AT POWER
 BK2896'PLANT, IN FENCE LINE BETWEEN RIGHT-OF-WAY OF THE SOUTHERN
 BK2896'PACIFIC AND PROPERTY OF R.B. JOHNSON WHO LIVES ABOUT 225 FEET NE.
 BK2896'
 BK2896'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK2896'DISKS SET IN CONCRETE.
 BK2896'
 BK2896'UPPER MARK IS FLUSH WITH SURFACE.
 BK2896'
 BK2896'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND IS 46 FEET NW OF
 BK2896'CENTER OF CROSSING OF ROUTE 98 AND RAILROAD TRACKS, ABOUT 700
 BK2896'FEET W OF SECTION FOREMANS HOUSE, 21.70 FEET N OF N RAIL,
 BK2896'24.7 FEET S OF RIGHT-OF-WAY FENCE LINE, 1.74 FEET E OF A
 BK2896'CATTLE GUARD AND ABOUT 1,300 FEET FROM STATION N 83 DEG 13 MIN W.
 BK2896'
 BK2896'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS ABOUT 325 FEET W OF A
 BK2896'RIGHT ANGLE BEND IN ROUTE 98, 150 FEET W OF FRONT OF MR.
 BK2896'JOHNSONS HOUSE, 200 FEET N OF RAILROAD, 28 FEET S OF CENTER
 BK2896'LINE OF DIRT ROAD TO THE SECTION FOREMANS HOUSE, 5.5 FEET
 BK2896'W OF NW CORNER OF A SHED, 1.0 FOOT N OF A WIRE FENCE, AND 144.08
 BK2896'FEET FROM STATION N 03 DEG 44 MIN E.
 BK2896'
 BK2896'AZIMUTH FROM THE STATION OF LAKE ARTHUR POWER PLANT TANK,
 BK2896'DISTANT APPROXIMATELY 1 MILE IS S 57 DEG 01 MIN E.
 BK2896'
 BK2896'TO REACH STATION FROM THE CENTER OF THE BUSINESS DISTRICT,
 BK2896'GO N ON THE MAIN STREET 1 MILE, THEN W 1/4 MILE TO CROSSROADS,
 BK2896'TAKE DIRT ROAD W 200 YARDS TO CATTLE GUARD, AND 250 FEET
 BK2896'SE ALONG THE RIGHT-OF-WAY OF THE RAILROAD TO STATION.  THE
 BK2896'STATION IS ABOUT 340 FEET W OF GRAVEL HIGHWAY (ROUTE 98),
 BK2896'550 FEET S OF E OF SECTION FOREMANS HOUSE, 145 FEET S OF DIRT
 BK2896'ROAD LEADING TO HIS HOUSE, 45.95 FEET N OF N RAIL OF SINGLE
 BK2896'TRACK RAILROAD, 1.0 FOOT S OF FENCE LINE AT A POINT 240 FEET
 BK2896'E OF A FENCE CORNER WHICH IS JUST S OF THE CATTLE GUARD.
 BK2896
 BK2896                          STATION RECOVERY (1936)
 BK2896
 BK2896'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2896'STATION MARK WAS FOUND TO BE IN PERFECT CONDITION.
 BK2896'
 BK2896'THE MARK PROJECTS ABOUT 8 INCHES AND IS ABOUT 1 FOOT SQUARE.
 BK2896'
 BK2896'TO REACH THIS STATION FROM THE POST OFFICE IN THE TOWN OF
 BK2896'LAKE ARTHUR, GO N ON PAVED BOULEVARD FOR 0.2 MILE TO LOUISIANA
 BK2896'HIGHWAY 98, CONTINUE N AND W ON LOUISIANA HIGHWAY 98 FOR 1.5
 BK2896'MILES TO A RAILROAD CROSSING, TURN SE ALONG RAILROAD AND GO
 BK2896'0.25 MILE TO MARK, 45.8 FEET N OF N RAIL OF THE SOUTHERN
 BK2896'PACIFIC RAILROAD TRACKS, 1.4 FEET S OF E-W FENCE LINE, 297.0
 BK2896'FEET E OF CENTER OF A SMALL DIRT ROAD, 115.5 FEET S OF S CORNER
 BK2896'OF A SMALL WOODEN BARN.
 BK2896'
 BK2896'REFERENCE MARK NO. 1 WAS FOUND TO BE IN GOOD CONDITION.  MARK
 BK2896'PROJECTS ABOUT 1.0 FEET.
 BK2896'
 BK2896'TO REACH THIS MARK FROM THE POST OFFICE CORNER IN THE TOWN
 BK2896'OF LAKE ARTHUR, LOUISIANA, GO N ON PAVED BOULEVARD FOR 0.2
 BK2896'MILE TO LOUISIANA HIGHWAY 98, CONTINUE N AND W ON LOUISIANA
 BK2896'HIGHWAY 98 FOR 1.5 MILES TO MARK.  IT IS 22.8 FEET N OF N
 BK2896'RAIL OF SOUTHERN PACIFIC TRACKS, 53.5 FEET W OF CENTER LINE
 BK2896'OF LOUISIANA HIGHWAY 98, 1.8 FEET E OF N-S FENCE LINE, 14.7
 BK2896'FEET, NE OF NE END OF CATTLE GUARD 32 C.
 BK2896
 BK2896                          STATION RECOVERY (1961)
 BK2896
 BK2896'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 BK2896'RECOVERED BY UNION TEXAS NAT GAS CORP
 BK2896'
 BK2896'DESCRIPTION NO LONGER ENTIRELY VALID.  BUT WHEN TAKEN IN ITS
 BK2896'ENTIRETY STATION MAY BE RECOVERED, PARTICULARILY WHEN RETRACING
 BK2896'THE LOUISIANA GEODETIC SURVEY FROM THE STATION AZIMUTH MARK.
 BK2896'SURFACE MONUMENT GONE.  UNDERGROUND MONUMENT IS INTACT.
 BK2896
 BK2896                          STATION RECOVERY (1963)
 BK2896
 BK2896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BK2896'THE STATION WAS VISITED 6-13-63 AND THE STATION UNDERGROUND
 BK2896'MARK WAS FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK WAS
 BK2896'FOUND DESTROYED.  A NEW SURFACE MARK WAS ESTABLISHED AT THIS
 BK2896'DATE.  REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION,
 BK2896'REFERENCE MARK NO. 2 HAD BEEN DESTROYED PRIOR TO THIS DATE.
 BK2896'REFERENCE MARK NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.  A
 BK2896'NEW DESCRIPTION FOLLOWS--
 BK2896'
 BK2896'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE VILLAGE OF
 BK2896'LAKE ARTHUR, ALONG THE SOUTHERN PACIFIC RAILROAD TRACKS,
 BK2896'IN A PASTURE, AND SOUTH OF A LARGE WHITE HOUSE, 0.25 MILE EAST OF
 BK2896'THE CROSSING OF STATE HIGHWAY 14.  AND 0.15 MILE WEST OF
 BK2896'THE DIRT ROAD CROSSING (SEVENTH STREET).  45.8 FEET NORTH OF
 BK2896'THE NORTH RAIL, 3.8 FEET NORTH OF A FENCE LINE AND WITNESS
 BK2896'POST, 9 FEET NE OF A GUY POLE FOR A POWER POLE, 236 FEET
 BK2896'EAST OF A FENCE CORNER, AND 168 FEET EAST OF A GUY POLE.
 BK2896'IT IS A STANDARD DISK, STAMPED LAKE ARTHUR EAST BASE 1931
 BK2896'1963, PROJECTING 2 INCHES.
 BK2896'
 BK2896'REFERENCE MARK NO. 1 IS 0.25 MILE WEST OF THE STATION AT THE
 BK2896'CROSSING OF STATE HIGHWAY 14, IN THE NORTHWEST ANGLE OF THE
 BK2896'CROSSING, 22 FEET N OF THE N RAIL, 44 FEET W OF THE CENTER
 BK2896'OF THE MAIN ROAD, 41.5 FEET NW OF THE CENTER OF THE CROSSING,
 BK2896'2.5 FEET WEST OF A GAS VENT, 36 FEET S OF A POWER POLE, 31
 BK2896'FEET SOUTH OF A R.O.W. MARKER, AND 43 SW OF THE W END OF A
 BK2896'CONCRETE CULVERT UNDER THE HIGHWAY.  IT IS A STANDARD DISK,
 BK2896'STAMPED LAKE ARTHUR E BASE NO 1 1931, PROJECTING 1 FOOT.
 BK2896'
 BK2896'REFERENCE MARK NO. 3 IS 45.27 FEET E OF THE STATION, 44 FEET N
 BK2896'OF THE N RAIL OF THE TRACKS, 38 FEET E OF A TELEGRAPH POLE,
 BK2896'1 FOOT NORTH OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 BK2896'LAKE ARTHUR EAST BASE NO 3 1931 1963, PROJECTING 2 INCHES.
 BK2896'
 BK2896'REFERENCE MARK NO. 4 IS 41.83 FEET W OF THE STATION, 42.7
 BK2896'FEET N OF THE N RAIL OF THE TRACK, 1 FOOT NORTH OF THE R.O.W.
 BK2896'FENCE LINE, 191 FEET E. OF A FENCE CORNER, 124 FEET E OF A
 BK2896'GUY POLE AND 54 FEET W. OF A GUY POLE.  IT IS A STANDARD
 BK2896'DISK, STAMPED LAKE ARTHUR EAST BASE NO 4 1931 1963 PROJECTING
 BK2896'2 INCHES.
 BK2896'
 BK2896'TO REACH THE STATION FROM THE POST OFFICE IN LAKE ARTHUR GO
 BK2896'NORTH ON PAVED STREET FOR 0.95 MILE TO SEVENTH STREET, TURN
 BK2896'LEFT AND GO SW FOR 0.25 MILE TO THE TRACKS, TURN RIGHT AND GO
 BK2896'WEST FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 BK2896'
 BK2896'TO REACH R.M. NO. 1 FORM THE POST OFFICE GO NORTH ON PAVED
 BK2896'STREET FOR 0.2 MILE TO STATE HIGHWAY 14, CONTINUE NORTH AND
 BK2896'WEST ON STATE HIGHWAY 14 FOR 1.5 MILE TO THE SOUTHERN PACIFIC
 BK2896'TRACKS AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2895 ***********************************************************************
 BK2895  DESIGNATION -  LAKE ARTHUR POWER PLANT TANK
 BK2895  PID         -  BK2895
 BK2895  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2895  USGS QUAD   -  LAKE ARTHUR (1994)
 BK2895
 BK2895                         *CURRENT SURVEY CONTROL
 BK2895  ___________________________________________________________________
 BK2895* NAD 83(1992)-  30 04 47.47152(N)    092 40 29.35054(W)     ADJUSTED  
 BK2895* NAVD 88     -                                                        
 BK2895  **This station is located in a subsidence area (see below).
 BK2895  ___________________________________________________________________
 BK2895  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK2895  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK2895
 BK2895  HORZ ORDER  -  THIRD
 BK2895
 BK2895.The horizontal coordinates were established by classical geodetic methods
 BK2895.and adjusted by the National Geodetic Survey in January 1993..
 BK2895
 BK2895 ** The orthometric height has not been validated since last determined
 BK2895 ** by differential leveling and should not be used for control purposes.
 BK2895 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2895 ** area with valid NAVD 88 orthometric heights.
 BK2895 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2895 ** epoch indicated which incorporates improved geoid heights for the
 BK2895 ** Southern Louisiana Subsidence area.
 BK2895 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2895
 BK2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2895
 BK2895.The geoid height was determined by GEOID03.
 BK2895
 BK2895;                    North         East     Units Scale Factor Converg.
 BK2895;SPC LA S     -   175,874.709   870,681.168   MT  0.99992669   -0 40 14.7
 BK2895;SPC LA S     -   577,015.61  2,856,559.80   sFT  0.99992669   -0 40 14.7
 BK2895;UTM  15      - 3,327,678.360   531,337.842   MT  0.99961212   +0 09 46.7
 BK2895
 BK2895                          SUPERSEDED SURVEY CONTROL
 BK2895
 BK2895  NAD 83(1986)-  30 04 47.49189(N)    092 40 29.34531(W) AD(       ) 4
 BK2895  NAD 27      -  30 04 46.73707(N)    092 40 28.82696(W) AD(       ) 3
 BK2895
 BK2895.Superseded values are not recommended for survey control.
 BK2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2895.See file dsdata.txt to determine how the superseded data were derived.
 BK2895
 BK2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3133827678(NAD 83)
 BK2895_MARKER: 51 = TANK
 BK2895
 BK2895  HISTORY     - Date     Condition        Report By
 BK2895  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2895  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 BK2895
 BK2895                          STATION DESCRIPTION
 BK2895
 BK2895'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0989 ***********************************************************************
 BK0989  DESIGNATION -  LAKE ARTHUR WEST BASE
 BK0989  PID         -  BK0989
 BK0989  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0989  USGS QUAD   -  THORNWELL (1985)
 BK0989
 BK0989                         *CURRENT SURVEY CONTROL
 BK0989  ___________________________________________________________________
 BK0989* NAD 83(1992)-  30 05 53.10958(N)    092 48 05.20032(W)     ADJUSTED  
 BK0989* NAVD 88     -         2.99   (+/-2cm)       9.8  **(feet)  VERTCON   
 BK0989  **This station is located in a subsidence area (see below).
 BK0989  ___________________________________________________________________
 BK0989  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK0989  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK0989
 BK0989  HORZ ORDER  -  FIRST
 BK0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0989
 BK0989.The horizontal coordinates were established by classical geodetic methods
 BK0989.and adjusted by the National Geodetic Survey in January 1993..
 BK0989
 BK0989 ** The orthometric height has not been validated since last determined
 BK0989 ** by differential leveling and should not be used for control purposes.
 BK0989 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0989 ** area with valid NAVD 88 orthometric heights.
 BK0989 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0989 ** epoch indicated which incorporates improved geoid heights for the
 BK0989 ** Southern Louisiana Subsidence area.
 BK0989 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0989.The vertical order pertains to the NGVD 29 superseded value.
 BK0989
 BK0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0989
 BK0989.The geoid height was determined by GEOID03.
 BK0989
 BK0989;                    North         East     Units Scale Factor Converg.
 BK0989;SPC LA S     -   178,045.219   858,501.098   MT  0.99992718   -0 44 02.7
 BK0989;SPC LA S     -   584,136.69  2,816,599.02   sFT  0.99992718   -0 44 02.7
 BK0989;UTM  15      - 3,329,670.780   519,131.374   MT  0.99960452   +0 05 58.5
 BK0989
 BK0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0989!SPC LA S     -   1.00000379  x   0.99992718  =   0.99993097
 BK0989!UTM  15      -   1.00000379  x   0.99960452  =   0.99960831
 BK0989
 BK0989:                Primary Azimuth Mark                     Grid Az
 BK0989:SPC LA S     -  JENNINGS MUNICIPAL TANK                  045 24 52.0
 BK0989:UTM  15      -  JENNINGS MUNICIPAL TANK                  044 34 50.8
 BK0989
 BK0989|---------------------------------------------------------------------|
 BK0989| PID    Reference Object                     Distance      Geod. Az  |
 BK0989|                                                           dddmmss.s |
 BK0989| BK2904 JENNINGS MUNICIPAL TANK             APPROX.19.9 KM 0444049.3 |
 BK0989| BK2902 JENNINGS LA ST RICE CO LOW TK       APPROX.19.3 KM 0463840.4 |
 BK0989| BK2897 JENNINGS LA ST RICE CO HIGH TK      APPROX.19.3 KM 0464042.6 |
 BK0989| CW2001 LAKE ARTHUR W BASE RM 2                            09615     |
 BK0989| BK2895 LAKE ARTHUR POWER PLANT TANK        APPROX.12.4 KM 0992211.9 |
 BK0989| BK0879 HAYES                               APPROX.11.6 KM 2764139.2 |
 BK0989| CW1673 WOODEN SILO AT FARM HOUSE                          3383517.2 |
 BK0989| BK2925 WELSH MUNICIPAL TANK                APPROX.15.5 KM 3532755.2 |
 BK0989| BK0988 LAKE ARTHUR W BASE RM 1              47.012 METERS 35854     |
 BK0989|---------------------------------------------------------------------|
 BK0989
 BK0989                          SUPERSEDED SURVEY CONTROL
 BK0989
 BK0989  NAD 83(1986)-  30 05 53.13057(N)    092 48 05.19528(W) AD(       ) 1
 BK0989  NAD 27      -  30 05 52.37044(N)    092 48 04.66747(W) AD(       ) 1
 BK0989  NGVD 29 (??/??/??)    2.957  (m)            9.70   (f) ADJUSTED    2 0
 BK0989
 BK0989.Superseded values are not recommended for survey control.
 BK0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0989.See file dsdata.txt to determine how the superseded data were derived.
 BK0989
 BK0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1913129671(NAD 83)
 BK0989_MARKER: DS = TRIANGULATION STATION DISK
 BK0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0989_STAMPING: LAKE ARTHUR WEST BASE 1931
 BK0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0989+STABILITY: SURFACE MOTION
 BK0989
 BK0989  HISTORY     - Date     Condition        Report By
 BK0989  HISTORY     - 1931     MONUMENTED       CGS
 BK0989  HISTORY     - 1936     GOOD             LAGS
 BK0989  HISTORY     - 1961     GOOD             LOCENG
 BK0989  HISTORY     - 1970     GOOD             LADH
 BK0989  HISTORY     - 1970     GOOD             LADTD
 BK0989
 BK0989                          STATION DESCRIPTION
 BK0989
 BK0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK0989'STATION IS IN THE WESTERN OUTSKIRTS OF THE VILLAGE OF THORNWELL,
 BK0989'WHICH IS ABOUT 7 MILES W OF LAKE ARTHUR, ON THE RIGHT-OF-WAY
 BK0989'OF THE SOUTHERN PACIFIC.
 BK0989'
 BK0989'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK0989'DISKS SET IN CONCRETE.
 BK0989'
 BK0989'SURFACE MARK PROJECTS 5 INCHES.
 BK0989'
 BK0989'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS IN FENCE LINE
 BK0989'NEAR SW CORNER OF CULTIVATED FIELD, ABOUT 1,250 FEET N OF W
 BK0989'OF RAILROAD STATION, 199.96 FEET N OF N RAIL OF RAILROAD, 33
 BK0989'FEET N OF CENTER LINE OF DIRT ROAD WHERE IT MAKES A SHORT
 BK0989'JOG FROM W TO S, 69.5 FEET E OF FENCE CORNER, 0.8 FOOT N OF
 BK0989'WIRE FENCE LINE, AND 154.24 FEET FROM STATION N 01 DEG 06 MIN W.
 BK0989'
 BK0989'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS ON THE W SIDE
 BK0989'OF TIMBER PLATFORM OF FRAME RAILWAY STATION THORNWELL,
 BK0989'40.40 FEET N OF N RAIL OF MAIN TRACK, 21.6 FEET S OF CENTER
 BK0989'LINE OF A SIDEING TRACK, 135 FEET W OF CENTER LINE OF A GRAVEL
 BK0989'ROAD WHICH CROSSES TRACKS, AND 1,198 FEET FROM STATION
 BK0989'S 83 DEG 44 MIN E.
 BK0989'
 BK0989'BEARING FROM STATION OF SILO AT FARMHOUSE, DISTANT ABOUT 2-1/2
 BK0989'MILES, IS N 21 DEG 30 MIN W.
 BK0989'
 BK0989'TO REACH STATION FROM LAKE ARTHUR, GO BY GRAVEL ROAD WHICH
 BK0989'LEADS W 0.4 MILE N OF WHERE ROUTE 98 TURNS W, JUST N OF LAKE
 BK0989'ARTHUR EAST BASE, FOLLOW W ABOUT 7 MILES TO THORNWELL AND GO
 BK0989'W ON DIRT ROAD, N OF RAILROAD STATION 0.2 MILE TO STATION,
 BK0989'WHICH IS ON THE N SIDE OF TRACKS, ON W SIDE OF A LEVEL GRASSY
 BK0989'PLOT (1,500 FEET BY 150 FEET), 1,200 FEET W OF RAILROAD
 BK0989'STATION, 98 FEET SE OF A FENCE CORNER, 61 FEET SE OF CENTER
 BK0989'LINE OF CURVE IN DIRT ROAD WHERE IT TURNS W AFTER A SHORT
 BK0989'S JOG, AND 45.72 FEET N OF CENTER OF N RAIL OF RAILROAD
 BK0989'TRACK.
 BK0989
 BK0989                          STATION RECOVERY (1936)
 BK0989
 BK0989'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK0989'THIS STATION WAS FOUND TO BE IN PERFECT CONDITION AS DESCRIBED.
 BK0989'IT IS 45.7 FEET N OF N RAIL OF THE SOUTHERN PACIFIC RAILROAD
 BK0989'TRACKS, 121.5 FEET S OF CENTER LINE OF E-W DIRT ROAD, 98.0
 BK0989'FEET SE OF A FENCE CORNER AND APPROXIMATELY 400 FEET E OF A
 BK0989'CATTLE GUARD ON RAILROAD TRACK.
 BK0989'
 BK0989'REFERENCE MARK NO. 2 WAS FOUND TO BE IN GOOD CONDITION.
 BK0989'TO REACH THIS REFERENCE MARK FROM THE POST OFFICE IN THE
 BK0989'TOWN OF THORNWELL, LOUISIANA, GO S ON STATE HIGHWAY 734 FOR 0.1
 BK0989'MILE TO MARK, 137.5 FEET W OF CENTER LINE OF STATE HIGHWAY
 BK0989'734, 21.5 FEET S OF S RAIL OF SOUTHERN PACIFIC SWITCH TRACKS,
 BK0989'43.8 FEET N OF N RAIL OF MAIN SOUTHERN PACIFIC TRACK.  MARK
 BK0989'PROJECTS ABOUT 8 INCHES.
 BK0989
 BK0989                          STATION RECOVERY (1961)
 BK0989
 BK0989'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 BK0989'RECOVERED BY UNION TX NAT. GAS CORP.
 BK0989'
 BK0989'CONDITION GOOD.  DESCRIPTION ADEQUATE.  AZIMUTH MARK NOT
 BK0989'RECOVERED.  DESCRIPTION NO LONGER VALID.
 BK0989
 BK0989                          STATION RECOVERY (1970)
 BK0989
 BK0989'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (DJT)
 BK0989'THE STATION WAS VISITED MAY 15, 1970 AND THE STATION MARK,
 BK0989'REFERENCE MARK, NO. 1 WERE FOUND IN GOOD CONDITION.  A NEW
 BK0989'DESCRIPTION FOLLOWS--
 BK0989'
 BK0989'THE STATION IS LOCATED 7.0 MILES WEST OF LAKE ARTHUR AND
 BK0989'0.4 MILE WEST OF THORNWELL, IN SECTION 8, T11S, R4W, AND ON
 BK0989'PROPERTY OWNED BY SOUTHERN PACIFIC RAILROAD.  IT IS 98 FEET
 BK0989'SOUTHEAST OF A FENCE CORNER, 61 FEET SOUTHEAST OF THE CENTERLINE
 BK0989'OF A CURVE IN A SURFACE TREATED ROAD WHERE IT TURNS WEST
 BK0989'AFTER A SHORT JOG SOUTH, 45-1/2 FEET NORTH OF THE CENTER OF
 BK0989'THE NORTH RAIL OF THE RAILROAD TRACK.
 BK0989'
 BK0989'IT IS A STANDARD TRIANGULATION DISK, STAMPED LAKE ARTHUR
 BK0989'WEST BASE 1931, FLUSH WITH THE GROUND.
 BK0989'
 BK0989'REFERENCE MARK NO. 1 IS 154.24 FEET NORTH OF THE STATION.
 BK0989'IT IS 199.96 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 BK0989'TRACK, 33 FEET NORTH OF THE CENTERLINE OF A SURFACE TREATED
 BK0989'ROAD WHERE IT MAKES A SHORT JOG FROM WEST TO SOUTH, 69-1/2
 BK0989'FEET EAST OF A FENCE CORNER.  IT IS A STANDARD REFERENCE MARK
 BK0989'DISK STAMPED, LAKE ARTHUR WEST BASE NO. 1 1931 PROJECTING
 BK0989'3 INCHES.
 BK0989'
 BK0989'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES
 BK0989'LA. 99 AND 14, GO 2.0 MILES NORTH ALONG STATE ROUTE 99, THENCE
 BK0989'1.7 MILES NORTHEAST ALONG STATE ROUTE 380, THENCE 0.3 MILE
 BK0989'WEST ALONG A SURFACE TREATED PARISH ROAD TO THE MARKER ON
 BK0989'THE RIGHT.
 BK0989'
 BK0989'NOTE--REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 BK0989'
 BK0989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE
 BK0989'WEST OF THE VILLAGE OF THORNWELL
 BK0989
 BK0989                          STATION RECOVERY (1970)
 BK0989
 BK0989'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BK0989'4.0 MI NE FROM THORNWELL.
 BK0989'ABOUT 2 MILES NORTH ALONG STATE ROUTE 99 FROM THE INTERSECTION OF LA.
 BK0989'99 AND LA. 14, THENCE 1.7 MILES NORTHEAST ALONG STATE ROUTE 380,
 BK0989'THENCE 0.3 MILE WEST ALONG A SURFACE TREATED PARISH ROAD, 98 FEET
 BK0989'SOUTHEAST OF A FENCE CORNER, 61 FEET SOUTHEAST OF THE CENTERLINE OF A
 BK0989'CURVE IN A SURFACE TREATED ROAD WHERE IT TURNS WEST AFTER A S JOG, 45
 BK0989'FEET NORTH OF THE CENTER OF THE NORTH RAIL OF THE RAILROAD TRACK, 1
 BK0989'FOOT NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH ROADWAY, SET
 BK0989'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SEC 8, T11S,
 BK0989'R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3308 ***********************************************************************
 BK3308  DESIGNATION -  LAKE AZ MK
 BK3308  PID         -  BK3308
 BK3308  STATE/COUNTY-  LA/CALCASIEU
 BK3308  USGS QUAD   -  LAKE CHARLES (1994)
 BK3308
 BK3308                         *CURRENT SURVEY CONTROL
 BK3308  ___________________________________________________________________
 BK3308* NAD 83(1992)-  30 11 47.53826(N)    093 14 06.46142(W)     ADJUSTED  
 BK3308* NAVD 88     -         4.   **(meters)      13.   **(feet)  VERTCON   
 BK3308  **This station is located in a subsidence area (see below).
 BK3308  ___________________________________________________________________
 BK3308  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BK3308  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3308
 BK3308  HORZ ORDER  -  SECOND
 BK3308
 BK3308.The horizontal coordinates were established by classical geodetic methods
 BK3308.and adjusted by the National Geodetic Survey in January 1993..
 BK3308.No horizontal observational check was made to the station.
 BK3308
 BK3308 ** The orthometric height has not been validated since last determined
 BK3308 ** by differential leveling and should not be used for control purposes.
 BK3308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3308 ** area with valid NAVD 88 orthometric heights.
 BK3308 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3308 ** epoch indicated which incorporates improved geoid heights for the
 BK3308 ** Southern Louisiana Subsidence area.
 BK3308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3308
 BK3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3308
 BK3308.The geoid height was determined by GEOID03.
 BK3308
 BK3308;                    North         East     Units Scale Factor Converg.
 BK3308;SPC LA S     -   189,571.501   816,886.490   MT  0.99993155   -0 57 03.3
 BK3308;SPC LA S     -   621,952.50  2,680,068.43   sFT  0.99993155   -0 57 03.3
 BK3308;UTM  15      - 3,340,587.084   477,367.220   MT  0.99960632   -0 07 05.7
 BK3308
 BK3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3308!SPC LA S     -   1.00000372  x   0.99993155  =   0.99993527
 BK3308!UTM  15      -   1.00000372  x   0.99960632  =   0.99961004
 BK3308
 BK3308                          SUPERSEDED SURVEY CONTROL
 BK3308
 BK3308  NAD 83(1986)-  30 11 47.55991(N)    093 14 06.45127(W) AD(       ) 2
 BK3308  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3308
 BK3308.Superseded values are not recommended for survey control.
 BK3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3308.See file dsdata.txt to determine how the superseded data were derived.
 BK3308
 BK3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7736740587(NAD 83)
 BK3308_MARKER: DZ = AZIMUTH MARK DISK
 BK3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3308_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3308+STABILITY: SURFACE MOTION
 BK3308
 BK3308  HISTORY     - Date     Condition        Report By
 BK3308  HISTORY     - 1987     MONUMENTED       LADTD
 BK3308  HISTORY     - 19971115 GOOD             USPSQD
 BK3308  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3308
 BK3308                          STATION DESCRIPTION
 BK3308
 BK3308'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3308'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF LAKE CHARLES,
 BK3308'ABOUT 3.5 KM (2.2 MI) SOUTH-SOUTHWEST OF DOWNTOWN, NEAR THE
 BK3308'JUNCTION OF INTERSTATE HIGHWAY 210 AND LAKE STREET.
 BK3308'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3308'
 BK3308'THE STATION IS A STANDARD NGS DISK
 BK3308'STAMPED---LAKE 1987---,
 BK3308'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3308'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3308'27.9 METERS (91.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE EAST
 BK3308'BOUND ENTRANCE RAMP TO INTERSTATE HIGHWAY 210,
 BK3308'10.8 METERS (35.5 FT) NORTH FROM THE CENTER OF COLLEGE STREET,
 BK3308'3.6 METERS (11.8 FT) NORTH FROM A POWER POLE NO. 50X69782 WITH ONE
 BK3308'TRANSFORMER AND
 BK3308'3 METERS (10 FT) NORTH FROM A CHAIN LINK FENCE.
 BK3308
 BK3308                          STATION RECOVERY (1997)
 BK3308
 BK3308'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3308'RECOVERED IN GOOD CONDITION.
 BK3308
 BK3308                          STATION RECOVERY (2002)
 BK3308
 BK3308'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3039 ***********************************************************************
 AU3039  DESIGNATION -  LAKE BARRE PASS LIGHT
 AU3039  PID         -  AU3039
 AU3039  STATE/COUNTY-  LA/TERREBONNE
 AU3039  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3039
 AU3039                         *CURRENT SURVEY CONTROL
 AU3039  ___________________________________________________________________
 AU3039* NAD 83(1992)-  29 14 56.15687(N)    090 34 39.55295(W)     ADJUSTED  
 AU3039* NAVD 88     -                                                        
 AU3039  **This station is located in a subsidence area (see below).
 AU3039  ___________________________________________________________________
 AU3039  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU3039  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AU3039
 AU3039  HORZ ORDER  -  THIRD
 AU3039
 AU3039.The horizontal coordinates were established by classical geodetic methods
 AU3039.and adjusted by the National Geodetic Survey in January 1993..
 AU3039
 AU3039 ** The orthometric height has not been validated since last determined
 AU3039 ** by differential leveling and should not be used for control purposes.
 AU3039 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3039 ** area with valid NAVD 88 orthometric heights.
 AU3039 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3039 ** epoch indicated which incorporates improved geoid heights for the
 AU3039 ** Southern Louisiana Subsidence area.
 AU3039 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3039
 AU3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3039
 AU3039.The geoid height was determined by GEOID03.
 AU3039
 AU3039;                    North         East     Units Scale Factor Converg.
 AU3039;SPC LA S     -    83,259.488 1,073,455.785   MT  1.00001120   +0 22 40.3
 AU3039;SPC LA S     -   273,160.50  3,521,829.52   sFT  1.00001120   +0 22 40.3
 AU3039;UTM  15      - 3,237,998.048   735,405.771   MT  1.00028386   +1 11 02.8
 AU3039
 AU3039                          SUPERSEDED SURVEY CONTROL
 AU3039
 AU3039  NAD 83(1986)-  29 14 56.17552(N)    090 34 39.56279(W) AD(       ) 4
 AU3039  NAD 27      -  29 14 55.36000(N)    090 34 39.24000(W) AD(       ) 3
 AU3039
 AU3039.Superseded values are not recommended for survey control.
 AU3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3039.See file dsdata.txt to determine how the superseded data were derived.
 AU3039
 AU3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3540637998(NAD 83)
 AU3039_MARKER: 14 = NAVIGATION LIGHT
 AU3039
 AU3039  HISTORY     - Date     Condition        Report By
 AU3039  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU3039
 AU3039                          STATION DESCRIPTION
 AU3039
 AU3039'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3039'STATION IS LOCATED ON THE W SIDE OF LAKE BARRE ON THE APPROACH
 AU3039'TO SEABREEZE PASS.  A LANTERN HANGING FROM BLACK CROSSARM
 AU3039'AND TOP MAST ON PILES.  20 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2763 ***********************************************************************
 BH2763  DESIGNATION -  LAKE BORGNE RANGE FRONT LIGHT
 BH2763  PID         -  BH2763
 BH2763  STATE/COUNTY-  LA/ST BERNARD
 BH2763  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 BH2763
 BH2763                         *CURRENT SURVEY CONTROL
 BH2763  ___________________________________________________________________
 BH2763* NAD 83(1992)-  30 08 23.07875(N)    089 36 53.18661(W)     ADJUSTED  
 BH2763* NAVD 88     -                                                        
 BH2763  **This station is located in a subsidence area (see below).
 BH2763  ___________________________________________________________________
 BH2763  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BH2763  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BH2763
 BH2763  HORZ ORDER  -  THIRD
 BH2763
 BH2763.The horizontal coordinates were established by classical geodetic methods
 BH2763.and adjusted by the National Geodetic Survey in May 1994..
 BH2763
 BH2763 ** The orthometric height has not been validated since last determined
 BH2763 ** by differential leveling and should not be used for control purposes.
 BH2763 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2763 ** area with valid NAVD 88 orthometric heights.
 BH2763 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2763 ** epoch indicated which incorporates improved geoid heights for the
 BH2763 ** Southern Louisiana Subsidence area.
 BH2763 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2763
 BH2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2763
 BH2763.The geoid height was determined by GEOID03.
 BH2763
 BH2763;                    North         East     Units Scale Factor Converg.
 BH2763;SPC LA S     -   182,997.994 1,165,566.559   MT  0.99992867   +0 51 33.5
 BH2763;SPC LA S     -   600,385.92  3,824,029.62   sFT  0.99992867   +0 51 33.5
 BH2763;SPC MS E     -    71,169.523   224,710.152   MT  1.00001991   -0 23 32.6
 BH2763;SPC MS E     -   233,495.34    737,236.56   sFT  1.00001991   -0 23 32.6
 BH2763;UTM  16      - 3,337,157.398   248,121.516   MT  1.00038279   -1 18 49.0
 BH2763
 BH2763                          SUPERSEDED SURVEY CONTROL
 BH2763
 BH2763  NAD 83(1992)-  30 08 23.08652(N)    089 36 53.18287(W) AD(       ) 4
 BH2763  NAD 83(1986)-  30 08 23.09202(N)    089 36 53.18197(W) AD(       ) 4
 BH2763  NAD 27      -  30 08 22.37969(N)    089 36 52.99044(W) AD(       ) 3
 BH2763
 BH2763.Superseded values are not recommended for survey control.
 BH2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2763.See file dsdata.txt to determine how the superseded data were derived.
 BH2763
 BH2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4812237157(NAD 83)
 BH2763_MARKER: 15 = RANGE MARKER
 BH2763
 BH2763  HISTORY     - Date     Condition        Report By
 BH2763  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2763
 BH2763                          STATION DESCRIPTION
 BH2763
 BH2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2763'A BLACK DIAMOND DAYMARK WITH A YELLOW BORDER ON PILES IN 14 FEET OF
 BH2763'WATER ON W PROLONGATION OF CENTER LINE OF CHANNEL. A FIXED WHITE
 BH2763'LIGHT APPROXIMATELY 15 FEET HIGH IS VISIBLE ON RANGE LINE ONLY AND
 BH2763'A LIGHT FLASHING WHITE EVERY 4 SECONDS AND APPROXIMATELY 17 FEET
 BH2763'HIGH IS VISIBLE AROUND THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2779 ***********************************************************************
 BH2779  DESIGNATION -  LAKE BORGNE RANGE REAR LIGHT
 BH2779  PID         -  BH2779
 BH2779  STATE/COUNTY-  LA/ST BERNARD
 BH2779  USGS QUAD   -  RIGOLETS (1993)
 BH2779
 BH2779                         *CURRENT SURVEY CONTROL
 BH2779  ___________________________________________________________________
 BH2779* NAD 83(1992)-  30 08 10.93601(N)    089 38 22.55520(W)     ADJUSTED  
 BH2779* NAVD 88     -                                                        
 BH2779  **This station is located in a subsidence area (see below).
 BH2779  ___________________________________________________________________
 BH2779  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BH2779  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BH2779
 BH2779  HORZ ORDER  -  THIRD
 BH2779
 BH2779.The horizontal coordinates were established by classical geodetic methods
 BH2779.and adjusted by the National Geodetic Survey in May 1994..
 BH2779
 BH2779 ** The orthometric height has not been validated since last determined
 BH2779 ** by differential leveling and should not be used for control purposes.
 BH2779 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2779 ** area with valid NAVD 88 orthometric heights.
 BH2779 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2779 ** epoch indicated which incorporates improved geoid heights for the
 BH2779 ** Southern Louisiana Subsidence area.
 BH2779 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2779
 BH2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2779
 BH2779.The geoid height was determined by GEOID03.
 BH2779
 BH2779;                    North         East     Units Scale Factor Converg.
 BH2779;SPC LA S     -   182,588.540 1,163,180.649   MT  0.99992853   +0 50 48.8
 BH2779;SPC LA S     -   599,042.57  3,816,201.85   sFT  0.99992853   +0 50 48.8
 BH2779;SPC MS E     -    70,812.253   222,315.644   MT  1.00002443   -0 24 17.3
 BH2779;SPC MS E     -   232,323.20    729,380.58   sFT  1.00002443   -0 24 17.3
 BH2779;UTM  16      - 3,336,838.553   245,720.690   MT  1.00039778   -1 19 33.4
 BH2779
 BH2779                          SUPERSEDED SURVEY CONTROL
 BH2779
 BH2779  NAD 83(1992)-  30 08 10.94360(N)    089 38 22.55137(W) AD(       ) 4
 BH2779  NAD 83(1986)-  30 08 10.94927(N)    089 38 22.55075(W) AD(       ) 4
 BH2779  NAD 27      -  30 08 10.22593(N)    089 38 22.35689(W) AD(       ) 3
 BH2779
 BH2779.Superseded values are not recommended for survey control.
 BH2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2779.See file dsdata.txt to determine how the superseded data were derived.
 BH2779
 BH2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4572136839(NAD 83)
 BH2779_MARKER: 15 = RANGE MARKER
 BH2779
 BH2779  HISTORY     - Date     Condition        Report By
 BH2779  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2779  HISTORY     - 1971     GOOD             NGS
 BH2779
 BH2779                          STATION DESCRIPTION
 BH2779
 BH2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2779'STATION RECOVERED.  ACCORDING TO THE 1971 LIGHT LIST THIS LIGHT
 BH2779'WAS REBUILT IN 1970.  STATION WAS OCCUPIED IN A THIRD ORDER
 BH2779'TRAVERSE IN NOVEMBER 1971 WITH A RESULTANT POSITION WITHIN
 BH2779'1.3 FEET OF THE 1966 PUBLISHED DATA.
 BH2779'
 BH2779'A NEW DESCRIPTION IS AS FOLLOWS--
 BH2779'
 BH2779'STATION IS 7 MILES SOUTH OF PEARLINGTON, MISSISSIPPI NEAR THE
 BH2779'LAKE BORGNE ENTRANCE TO THE RIGOLETS.  THE LIGHT IS MOUNTED
 BH2779'ON A FOUR LEGGED STEEL SKELETON TOWER ABOUT 50 FEET TALL.  THE
 BH2779'TOWER IS CENTERED ON A LARGE WOOD PLATFORM ABOUT 12 FEET
 BH2779'ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3111 ***********************************************************************
 BK3111  DESIGNATION -  LAKE CHAR MAJESTIC HTL AWY BN
 BK3111  PID         -  BK3111
 BK3111  STATE/COUNTY-  LA/CALCASIEU
 BK3111  USGS QUAD   -  LAKE CHARLES (1994)
 BK3111
 BK3111                         *CURRENT SURVEY CONTROL
 BK3111  ___________________________________________________________________
 BK3111* NAD 83(1992)-  30 13 40.37831(N)    093 12 58.68455(W)     ADJUSTED  
 BK3111* NAVD 88     -                                                        
 BK3111  **This station is located in a subsidence area (see below).
 BK3111  ___________________________________________________________________
 BK3111  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK3111  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3111
 BK3111  HORZ ORDER  -  THIRD
 BK3111
 BK3111.The horizontal coordinates were established by classical geodetic methods
 BK3111.and adjusted by the National Geodetic Survey in January 1993..
 BK3111
 BK3111 ** The orthometric height has not been validated since last determined
 BK3111 ** by differential leveling and should not be used for control purposes.
 BK3111 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3111 ** area with valid NAVD 88 orthometric heights.
 BK3111 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3111 ** epoch indicated which incorporates improved geoid heights for the
 BK3111 ** Southern Louisiana Subsidence area.
 BK3111 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3111
 BK3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3111
 BK3111.The geoid height was determined by GEOID03.
 BK3111
 BK3111;                    North         East     Units Scale Factor Converg.
 BK3111;SPC LA S     -   193,015.583   818,756.159   MT  0.99993356   -0 56 29.4
 BK3111;SPC LA S     -   633,251.96  2,686,202.50   sFT  0.99993356   -0 56 29.4
 BK3111;UTM  15      - 3,344,056.837   479,186.048   MT  0.99960534   -0 06 32.0
 BK3111
 BK3111                          SUPERSEDED SURVEY CONTROL
 BK3111
 BK3111  NAD 83(1986)-  30 13 40.40015(N)    093 12 58.67718(W) AD(       ) 4
 BK3111  NAD 27      -  30 13 39.66160(N)    093 12 58.12943(W) AD(       ) 3
 BK3111
 BK3111.Superseded values are not recommended for survey control.
 BK3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3111.See file dsdata.txt to determine how the superseded data were derived.
 BK3111
 BK3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7918644057(NAD 83)
 BK3111_MARKER: 22 = AIRWAY BEACON
 BK3111
 BK3111  HISTORY     - Date     Condition        Report By
 BK3111  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3111  HISTORY     - 20020716 MARK NOT FOUND   USPSQD
 BK3111
 BK3111                          STATION DESCRIPTION
 BK3111
 BK3111'DESCRIBED BY US POWER SQUADRON 2002 (RPJ)
 BK3111'BUILDING WAS DISMANTLED PRIOR TO 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3124 ***********************************************************************
 BK3124  DESIGNATION -  LAKE CHAR NOBLE RICE MILL TANK
 BK3124  PID         -  BK3124
 BK3124  STATE/COUNTY-  LA/CALCASIEU
 BK3124  USGS QUAD   -  LAKE CHARLES (1994)
 BK3124
 BK3124                         *CURRENT SURVEY CONTROL
 BK3124  ___________________________________________________________________
 BK3124* NAD 83(1992)-  30 13 53.27677(N)    093 13 10.24042(W)     ADJUSTED  
 BK3124* NAVD 88     -                                                        
 BK3124  **This station is located in a subsidence area (see below).
 BK3124  ___________________________________________________________________
 BK3124  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK3124  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3124
 BK3124  HORZ ORDER  -  THIRD
 BK3124
 BK3124.The horizontal coordinates were established by classical geodetic methods
 BK3124.and adjusted by the National Geodetic Survey in January 1993..
 BK3124
 BK3124 ** The orthometric height has not been validated since last determined
 BK3124 ** by differential leveling and should not be used for control purposes.
 BK3124 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3124 ** area with valid NAVD 88 orthometric heights.
 BK3124 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3124 ** epoch indicated which incorporates improved geoid heights for the
 BK3124 ** Southern Louisiana Subsidence area.
 BK3124 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3124
 BK3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3124
 BK3124.The geoid height was determined by GEOID03.
 BK3124
 BK3124;                    North         East     Units Scale Factor Converg.
 BK3124;SPC LA S     -   193,417.772   818,453.751   MT  0.99993381   -0 56 35.2
 BK3124;SPC LA S     -   634,571.47  2,685,210.35   sFT  0.99993381   -0 56 35.2
 BK3124;UTM  15      - 3,344,454.459   478,877.929   MT  0.99960550   -0 06 37.9
 BK3124
 BK3124                          SUPERSEDED SURVEY CONTROL
 BK3124
 BK3124  NAD 83(1986)-  30 13 53.29880(N)    093 13 10.23316(W) AD(       ) 4
 BK3124  NAD 27      -  30 13 52.55879(N)    093 13 09.68896(W) AD(       ) 3
 BK3124
 BK3124.Superseded values are not recommended for survey control.
 BK3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3124.See file dsdata.txt to determine how the superseded data were derived.
 BK3124
 BK3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7887844454(NAD 83)
 BK3124_MARKER: 51 = TANK
 BK3124
 BK3124  HISTORY     - Date     Condition        Report By
 BK3124  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3124  HISTORY     - 20020716 MARK NOT FOUND   USPSQD
 BK3124
 BK3124                          STATION DESCRIPTION
 BK3124
 BK3124'DESCRIBED BY US POWER SQUADRON 2002 (RPJ)
 BK3124'BUILDING AND TANK DISMANTLED PRIOR TO 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3119 ***********************************************************************
 BK3119  DESIGNATION -  LAKE CHARLE CHARLESTN HTL STK
 BK3119  PID         -  BK3119
 BK3119  STATE/COUNTY-  LA/CALCASIEU
 BK3119  USGS QUAD   -  LAKE CHARLES (1994)
 BK3119
 BK3119                         *CURRENT SURVEY CONTROL
 BK3119  ___________________________________________________________________
 BK3119* NAD 83(1992)-  30 13 39.94991(N)    093 13 04.34269(W)     ADJUSTED  
 BK3119* NAVD 88     -                                                        
 BK3119  **This station is located in a subsidence area (see below).
 BK3119  ___________________________________________________________________
 BK3119  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK3119  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3119
 BK3119  HORZ ORDER  -  THIRD
 BK3119
 BK3119.The horizontal coordinates were established by classical geodetic methods
 BK3119.and adjusted by the National Geodetic Survey in January 1993..
 BK3119
 BK3119 ** The orthometric height has not been validated since last determined
 BK3119 ** by differential leveling and should not be used for control purposes.
 BK3119 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3119 ** area with valid NAVD 88 orthometric heights.
 BK3119 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3119 ** epoch indicated which incorporates improved geoid heights for the
 BK3119 ** Southern Louisiana Subsidence area.
 BK3119 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3119
 BK3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3119
 BK3119.The geoid height was determined by GEOID03.
 BK3119
 BK3119;                    North         East     Units Scale Factor Converg.
 BK3119;SPC LA S     -   193,004.881   818,604.672   MT  0.99993355   -0 56 32.3
 BK3119;SPC LA S     -   633,216.85  2,685,705.49   sFT  0.99993355   -0 56 32.3
 BK3119;UTM  15      - 3,344,043.939   479,034.782   MT  0.99960542   -0 06 34.9
 BK3119
 BK3119                          SUPERSEDED SURVEY CONTROL
 BK3119
 BK3119  NAD 83(1986)-  30 13 39.97182(N)    093 13 04.33527(W) AD(       ) 4
 BK3119  NAD 27      -  30 13 39.23119(N)    093 13 03.78468(W) AD(       ) 3
 BK3119
 BK3119.Superseded values are not recommended for survey control.
 BK3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3119.See file dsdata.txt to determine how the superseded data were derived.
 BK3119
 BK3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7903544044(NAD 83)
 BK3119_MARKER: 63 = STACK
 BK3119
 BK3119  HISTORY     - Date     Condition        Report By
 BK3119  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3119  HISTORY     - 20020716 MARK NOT FOUND   USPSQD
 BK3119
 BK3119                          STATION DESCRIPTION
 BK3119
 BK3119'DESCRIBED BY US POWER SQUADRON 2002 (RPJ)
 BK3119'THE BUILDING STILL STANDS.  HOWEVER THE STACK HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3309 ***********************************************************************
 BK3309  DESIGNATION -  LAKE CHARLES APT NOAA RADOME
 BK3309  PID         -  BK3309
 BK3309  STATE/COUNTY-  LA/CALCASIEU
 BK3309  USGS QUAD   -  LAKE CHARLES (1994)
 BK3309
 BK3309                         *CURRENT SURVEY CONTROL
 BK3309  ___________________________________________________________________
 BK3309* NAD 83(1992)-  30 07 30.00866(N)    093 12 54.42386(W)     ADJUSTED  
 BK3309* NAVD 88     -                                                        
 BK3309  **This station is located in a subsidence area (see below).
 BK3309  ___________________________________________________________________
 BK3309  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK3309  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK3309
 BK3309  HORZ ORDER  -  THIRD
 BK3309
 BK3309.This mark is at Lake Charles Regional Airport (LCH)
 BK3309
 BK3309.The horizontal coordinates were established by classical geodetic methods
 BK3309.and adjusted by the National Geodetic Survey in January 1993..
 BK3309.No horizontal observational check was made to the station.
 BK3309
 BK3309 ** The orthometric height has not been validated since last determined
 BK3309 ** by differential leveling and should not be used for control purposes.
 BK3309 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3309 ** area with valid NAVD 88 orthometric heights.
 BK3309 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3309 ** epoch indicated which incorporates improved geoid heights for the
 BK3309 ** Southern Louisiana Subsidence area.
 BK3309 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3309
 BK3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3309
 BK3309.The geoid height was determined by GEOID03.
 BK3309
 BK3309;                    North         East     Units Scale Factor Converg.
 BK3309;SPC LA S     -   181,611.185   818,682.798   MT  0.99992808   -0 56 27.3
 BK3309;SPC LA S     -   595,836.03  2,685,961.81   sFT  0.99992808   -0 56 27.3
 BK3309;UTM  15      - 3,332,656.287   479,278.419   MT  0.99960530   -0 06 28.7
 BK3309
 BK3309                          SUPERSEDED SURVEY CONTROL
 BK3309
 BK3309  NAD 83(1986)-  30 07 30.03044(N)    093 12 54.41630(W) AD(       ) 4
 BK3309
 BK3309.Superseded values are not recommended for survey control.
 BK3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3309.See file dsdata.txt to determine how the superseded data were derived.
 BK3309
 BK3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7927832656(NAD 83)
 BK3309_MARKER: 55 = TOWER
 BK3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3309+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2002
 BK3309
 BK3309  HISTORY     - Date     Condition        Report By
 BK3309  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK3309  HISTORY     - 19910615 GOOD             NGS
 BK3309  HISTORY     - 19970208 GOOD             USPSQD
 BK3309  HISTORY     - 20021102 GOOD             USPSQD
 BK3309
 BK3309                          STATION DESCRIPTION
 BK3309
 BK3309'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (TLH)
 BK3309'THE STATION IS THE TOP CENTER OF A RADAR DOME 5 METERS (17 FT) IN
 BK3309'DIAMETER MOUNTED ON A 21 METER (70FT) HIGH FOUR LEGGED STEEL
 BK3309'TOWER.  THE TOWER IS APPROXIMATELY 0.16 KM (0.1 MI) EAST OF THE
 BK3309'
 BK3309'MAIN TERMINAL BUILDING OF THE LAKE CHARLES MUNICIPAL AIRPORT AND
 BK3309'11 METERS (36 FT) NORTH OF TANK FARM ROAD AND ON THE AIRPORT
 BK3309'PROPERTY.
 BK3309
 BK3309                          STATION RECOVERY (1991)
 BK3309
 BK3309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (SWA)
 BK3309'THE STATION IS THE WHITE ROUND RADAR DOME OPERATED BY THE USWB AT THE
 BK3309'LAKE CHARLES MUNICIPAL AIRPORT.  THE STATION IS ON A 76 FT (23.2 M)
 BK3309'STEEL TOWER AND IS ABOUT 500 FT (152.4 M) WEST OF THE NORTH-SOUTH
 BK3309'HIGHWAY EAST OF THE AIRPORT.  (DO NOT CONFUSE STATION WITH A SOMEWHAT
 BK3309'SIMILAR ROUND WHITE DOME ABOUT 700 FT (213.4 M) WEST OF STATION.) THE
 BK3309'POINT INTERSECTED WAS AN ANTENNA ON TOP OF THE DOME, AT THE APPARENT
 BK3309'CENTER OF THE DOME.
 BK3309
 BK3309                          STATION RECOVERY (1997)
 BK3309
 BK3309'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3309'RECOVERED IN GOOD CONDITION.
 BK3309
 BK3309                          STATION RECOVERY (2002)
 BK3309
 BK3309'RECOVERY NOTE BY US POWER SQUADRON 2002 (AB)
 BK3309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3145 ***********************************************************************
 BK3145  DESIGNATION -  LAKE CHARLES BLACK TANK
 BK3145  PID         -  BK3145
 BK3145  STATE/COUNTY-  LA/CALCASIEU
 BK3145  USGS QUAD   -  WESTLAKE (1996)
 BK3145
 BK3145                         *CURRENT SURVEY CONTROL
 BK3145  ___________________________________________________________________
 BK3145* NAD 83(1992)-  30 13 01.88813(N)    093 15 09.08326(W)     ADJUSTED  
 BK3145* NAVD 88     -                                                        
 BK3145  **This station is located in a subsidence area (see below).
 BK3145  ___________________________________________________________________
 BK3145  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BK3145  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3145
 BK3145  HORZ ORDER  -  THIRD
 BK3145
 BK3145.The horizontal coordinates were established by classical geodetic methods
 BK3145.and adjusted by the National Geodetic Survey in January 1993..
 BK3145
 BK3145 ** The orthometric height has not been validated since last determined
 BK3145 ** by differential leveling and should not be used for control purposes.
 BK3145 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3145 ** area with valid NAVD 88 orthometric heights.
 BK3145 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3145 ** epoch indicated which incorporates improved geoid heights for the
 BK3145 ** Southern Louisiana Subsidence area.
 BK3145 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3145
 BK3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3145
 BK3145.The geoid height was determined by GEOID03.
 BK3145
 BK3145;                    North         East     Units Scale Factor Converg.
 BK3145;SPC LA S     -   191,888.428   815,250.121   MT  0.99993284   -0 57 34.6
 BK3145;SPC LA S     -   629,553.95  2,674,699.77   sFT  0.99993284   -0 57 34.6
 BK3145;UTM  15      - 3,342,879.242   475,697.899   MT  0.99960729   -0 07 37.5
 BK3145
 BK3145                          SUPERSEDED SURVEY CONTROL
 BK3145
 BK3145  NAD 83(1986)-  30 13 01.90957(N)    093 15 09.07500(W) AD(       ) 4
 BK3145  NAD 27      -  30 13 01.16616(N)    093 15 08.52286(W) AD(       ) 3
 BK3145
 BK3145.Superseded values are not recommended for survey control.
 BK3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3145.See file dsdata.txt to determine how the superseded data were derived.
 BK3145
 BK3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7569842879(NAD 83)
 BK3145_MARKER: 51 = TANK
 BK3145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3145+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 BK3145
 BK3145  HISTORY     - Date     Condition        Report By
 BK3145  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3145  HISTORY     - 1965     GOOD             CGS
 BK3145  HISTORY     - 20021011 GOOD             USPSQD
 BK3145  HISTORY     - 20031128 GOOD             USPSQD
 BK3145
 BK3145                          STATION DESCRIPTION
 BK3145
 BK3145'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BK3145'RECOVERED IN GOOD CONDITION.
 BK3145'
 BK3145'THIS IS EASTERLY OF TWO ALUMINUM, ELEVATED WATER TANKS AT
 BK3145'THE PORT OF LAKE CHARLES.  IT APPEARS LARGER IN DIAMETER
 BK3145'THAN THE NEARBY TANK TO THE WEST AND HAS PORT OF LAKE CHARLES
 BK3145'LETTERED ON ITS SIDE.
 BK3145
 BK3145                          STATION RECOVERY (2002)
 BK3145
 BK3145'RECOVERY NOTE BY US POWER SQUADRON 2002 (CD)
 BK3145'RECOVERED IN GOOD CONDITION.
 BK3145
 BK3145                          STATION RECOVERY (2003)
 BK3145
 BK3145'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK3145'TANK IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3126 ***********************************************************************
 BK3126  DESIGNATION -  LAKE CHARLES CALCASIEU CO TANK
 BK3126  PID         -  BK3126
 BK3126  STATE/COUNTY-  LA/CALCASIEU
 BK3126  USGS QUAD   -  LAKE CHARLES (1994)
 BK3126
 BK3126                         *CURRENT SURVEY CONTROL
 BK3126  ___________________________________________________________________
 BK3126* NAD 83(1992)-  30 14 59.88368(N)    093 12 10.18751(W)     ADJUSTED  
 BK3126* NAVD 88     -                                                        
 BK3126  **This station is located in a subsidence area (see below).
 BK3126  ___________________________________________________________________
 BK3126  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK3126  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3126
 BK3126  HORZ ORDER  -  THIRD
 BK3126
 BK3126.The horizontal coordinates were established by classical geodetic methods
 BK3126.and adjusted by the National Geodetic Survey in January 1993..
 BK3126
 BK3126 ** The orthometric height has not been validated since last determined
 BK3126 ** by differential leveling and should not be used for control purposes.
 BK3126 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3126 ** area with valid NAVD 88 orthometric heights.
 BK3126 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3126 ** epoch indicated which incorporates improved geoid heights for the
 BK3126 ** Southern Louisiana Subsidence area.
 BK3126 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3126
 BK3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3126
 BK3126.The geoid height was determined by GEOID03.
 BK3126
 BK3126;                    North         East     Units Scale Factor Converg.
 BK3126;SPC LA S     -   195,442.111   820,092.663   MT  0.99993516   -0 56 05.2
 BK3126;SPC LA S     -   641,212.99  2,690,587.35   sFT  0.99993516   -0 56 05.2
 BK3126;UTM  15      - 3,346,501.725   480,486.722   MT  0.99960470   -0 06 07.9
 BK3126
 BK3126                          SUPERSEDED SURVEY CONTROL
 BK3126
 BK3126  NAD 83(1986)-  30 14 59.90516(N)    093 12 10.18111(W) AD(       ) 4
 BK3126  NAD 27      -  30 14 59.16791(N)    093 12 09.63702(W) AD(       ) 3
 BK3126
 BK3126.Superseded values are not recommended for survey control.
 BK3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3126.See file dsdata.txt to determine how the superseded data were derived.
 BK3126
 BK3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8048746502(NAD 83)
 BK3126_MARKER: 51 = TANK
 BK3126
 BK3126  HISTORY     - Date     Condition        Report By
 BK3126  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3126  HISTORY     - 20020716 MARK NOT FOUND   USPSQD
 BK3126
 BK3126                          STATION DESCRIPTION
 BK3126
 BK3126'DESCRIBED BY US POWER SQUADRON 2002 (RPJ)
 BK3126'TANK DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3127 ***********************************************************************
 BK3127  DESIGNATION -  LAKE CHARLES CALCAS R BRDGE LT
 BK3127  PID         -  BK3127
 BK3127  STATE/COUNTY-  LA/CALCASIEU
 BK3127  USGS QUAD   -  LAKE CHARLES (1994)
 BK3127
 BK3127                         *CURRENT SURVEY CONTROL
 BK3127  ___________________________________________________________________
 BK3127* NAD 83(1992)-  30 14 13.45331(N)    093 14 48.81550(W)     ADJUSTED  
 BK3127* NAVD 88     -                                                        
 BK3127  **This station is located in a subsidence area (see below).
 BK3127  ___________________________________________________________________
 BK3127  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK3127  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3127
 BK3127  HORZ ORDER  -  THIRD
 BK3127
 BK3127.The horizontal coordinates were established by classical geodetic methods
 BK3127.and adjusted by the National Geodetic Survey in January 1993..
 BK3127
 BK3127 ** The orthometric height has not been validated since last determined
 BK3127 ** by differential leveling and should not be used for control purposes.
 BK3127 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3127 ** area with valid NAVD 88 orthometric heights.
 BK3127 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3127 ** epoch indicated which incorporates improved geoid heights for the
 BK3127 ** Southern Louisiana Subsidence area.
 BK3127 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3127
 BK3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3127
 BK3127.The geoid height was determined by GEOID03.
 BK3127
 BK3127;                    North         East     Units Scale Factor Converg.
 BK3127;SPC LA S     -   194,082.647   815,828.831   MT  0.99993421   -0 57 24.5
 BK3127;SPC LA S     -   636,752.82  2,676,598.42   sFT  0.99993421   -0 57 24.5
 BK3127;UTM  15      - 3,345,080.918   476,244.488   MT  0.99960696   -0 07 27.6
 BK3127
 BK3127                          SUPERSEDED SURVEY CONTROL
 BK3127
 BK3127  NAD 83(1986)-  30 14 13.47434(N)    093 14 48.80712(W) AD(       ) 4
 BK3127  NAD 27      -  30 14 12.73526(N)    093 14 48.24832(W) AD(       ) 3
 BK3127
 BK3127.Superseded values are not recommended for survey control.
 BK3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3127.See file dsdata.txt to determine how the superseded data were derived.
 BK3127
 BK3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7624445081(NAD 83)
 BK3127_MARKER: 14 = NAVIGATION LIGHT
 BK3127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3127+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 BK3127
 BK3127  HISTORY     - Date     Condition        Report By
 BK3127  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK3127  HISTORY     - 1988     GOOD             USPSQD
 BK3127  HISTORY     - 19970208 GOOD             USPSQD
 BK3127  HISTORY     - 20031128 GOOD             USPSQD
 BK3127  HISTORY     - 20050503 GOOD             USPSQD
 BK3127
 BK3127                          STATION DESCRIPTION
 BK3127
 BK3127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3127'LOCATED IN THE EXTREME NORTHWEST CORNER OF LAKE CHARLES,
 BK3127'ON U.S. HIGHWAYS 90 AND INTERSTATE 10, ON THE TOP CENTER
 BK3127'OF THE BRIDGE OVER THE CALCASIEU RIVER.
 BK3127
 BK3127                          STATION RECOVERY (1988)
 BK3127
 BK3127'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK3127'RECOVERED IN GOOD CONDITION.
 BK3127
 BK3127                          STATION RECOVERY (1997)
 BK3127
 BK3127'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3127'RECOVERED IN GOOD CONDITION.
 BK3127
 BK3127                          STATION RECOVERY (2003)
 BK3127
 BK3127'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK3127'RECOVERED IN GOOD CONDITION.
 BK3127
 BK3127                          STATION RECOVERY (2005)
 BK3127
 BK3127'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRF)
 BK3127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3108 ***********************************************************************
 BK3108  DESIGNATION -  LAKE CHARLES CATH CHURCH CROSS
 BK3108  PID         -  BK3108
 BK3108  STATE/COUNTY-  LA/CALCASIEU
 BK3108  USGS QUAD   -  LAKE CHARLES (1994)
 BK3108
 BK3108                         *CURRENT SURVEY CONTROL
 BK3108  ___________________________________________________________________
 BK3108* NAD 83(1992)-  30 13 35.32591(N)    093 12 59.14003(W)     ADJUSTED  
 BK3108* NAVD 88     -                                                        
 BK3108  **This station is located in a subsidence area (see below).
 BK3108  ___________________________________________________________________
 BK3108  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK3108  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3108
 BK3108  HORZ ORDER  -  THIRD
 BK3108
 BK3108.The horizontal coordinates were established by classical geodetic methods
 BK3108.and adjusted by the National Geodetic Survey in January 1993..
 BK3108
 BK3108 ** The orthometric height has not been validated since last determined
 BK3108 ** by differential leveling and should not be used for control purposes.
 BK3108 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3108 ** area with valid NAVD 88 orthometric heights.
 BK3108 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3108 ** epoch indicated which incorporates improved geoid heights for the
 BK3108 ** Southern Louisiana Subsidence area.
 BK3108 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3108
 BK3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3108
 BK3108.The geoid height was determined by GEOID03.
 BK3108
 BK3108;                    North         East     Units Scale Factor Converg.
 BK3108;SPC LA S     -   192,860.234   818,741.425   MT  0.99993347   -0 56 29.7
 BK3108;SPC LA S     -   632,742.28  2,686,154.16   sFT  0.99993347   -0 56 29.7
 BK3108;UTM  15      - 3,343,901.342   479,173.577   MT  0.99960535   -0 06 32.2
 BK3108
 BK3108                          SUPERSEDED SURVEY CONTROL
 BK3108
 BK3108  NAD 83(1986)-  30 13 35.34784(N)    093 12 59.13266(W) AD(       ) 4
 BK3108  NAD 27      -  30 13 34.60898(N)    093 12 58.58482(W) AD(       ) 3
 BK3108
 BK3108.Superseded values are not recommended for survey control.
 BK3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3108.See file dsdata.txt to determine how the superseded data were derived.
 BK3108
 BK3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7917443901(NAD 83)
 BK3108_MARKER: 91 = CHURCH CROSS
 BK3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3108+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2005
 BK3108
 BK3108  HISTORY     - Date     Condition        Report By
 BK3108  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3108  HISTORY     - 1962     GOOD             CGS
 BK3108  HISTORY     - 19970208 GOOD             USPSQD
 BK3108  HISTORY     - 20020909 GOOD             USPSQD
 BK3108  HISTORY     - 20031128 GOOD             USPSQD
 BK3108  HISTORY     - 20050122 GOOD             USPSQD
 BK3108
 BK3108                          STATION DESCRIPTION
 BK3108
 BK3108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HGL)
 BK3108'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION
 BK3108'IS LOCATED ON THE CORNER OF KIRBY AND BILBO STREETS.
 BK3108
 BK3108                          STATION RECOVERY (1997)
 BK3108
 BK3108'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3108'RECOVERED IN GOOD CONDITION.
 BK3108
 BK3108                          STATION RECOVERY (2002)
 BK3108
 BK3108'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMP)
 BK3108'RECOVERED IN GOOD CONDITION.
 BK3108
 BK3108                          STATION RECOVERY (2003)
 BK3108
 BK3108'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK3108'RECOVERED IN GOOD CONDITION.
 BK3108
 BK3108                          STATION RECOVERY (2005)
 BK3108
 BK3108'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK3108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3115 ***********************************************************************
 BK3115  DESIGNATION -  LAKE CHARLES GULF ST UTIL STK
 BK3115  PID         -  BK3115
 BK3115  STATE/COUNTY-  LA/CALCASIEU
 BK3115  USGS QUAD   -  LAKE CHARLES (1994)
 BK3115
 BK3115                         *CURRENT SURVEY CONTROL
 BK3115  ___________________________________________________________________
 BK3115* NAD 83(1992)-  30 14 29.66192(N)    093 13 03.00598(W)     ADJUSTED  
 BK3115* NAVD 88     -                                                        
 BK3115  **This station is located in a subsidence area (see below).
 BK3115  ___________________________________________________________________
 BK3115  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BK3115  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3115
 BK3115  HORZ ORDER  -  THIRD
 BK3115
 BK3115.The horizontal coordinates were established by classical geodetic methods
 BK3115.and adjusted by the National Geodetic Survey in January 1993..
 BK3115
 BK3115 ** The orthometric height has not been validated since last determined
 BK3115 ** by differential leveling and should not be used for control purposes.
 BK3115 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3115 ** area with valid NAVD 88 orthometric heights.
 BK3115 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3115 ** epoch indicated which incorporates improved geoid heights for the
 BK3115 ** Southern Louisiana Subsidence area.
 BK3115 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3115
 BK3115.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3115
 BK3115.The geoid height was determined by GEOID03.
 BK3115
 BK3115;                    North         East     Units Scale Factor Converg.
 BK3115;SPC LA S     -   194,534.789   818,665.577   MT  0.99993453   -0 56 31.6
 BK3115;SPC LA S     -   638,236.22  2,685,905.31   sFT  0.99993453   -0 56 31.6
 BK3115;UTM  15      - 3,345,574.068   479,073.437   MT  0.99960540   -0 06 34.4
 BK3115
 BK3115                          SUPERSEDED SURVEY CONTROL
 BK3115
 BK3115  NAD 83(1986)-  30 14 29.68392(N)    093 13 02.99890(W) AD(       ) 4
 BK3115  NAD 27      -  30 14 28.94518(N)    093 13 02.45481(W) AD(       ) 3
 BK3115
 BK3115.Superseded values are not recommended for survey control.
 BK3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3115.See file dsdata.txt to determine how the superseded data were derived.
 BK3115
 BK3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7907345574(NAD 83)
 BK3115_MARKER: 63 = STACK
 BK3115
 BK3115  HISTORY     - Date     Condition        Report By
 BK3115  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3115  HISTORY     - 20020716 MARK NOT FOUND   USPSQD
 BK3115
 BK3115                          STATION DESCRIPTION
 BK3115
 BK3115'DESCRIBED BY US POWER SQUADRON 2002 (RPJ)
 BK3115'STACK HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3136 ***********************************************************************
 BK3136  DESIGNATION -  LAKE CHARLES MUNICIPAL TANK
 BK3136  PID         -  BK3136
 BK3136  STATE/COUNTY-  LA/CALCASIEU
 BK3136  USGS QUAD   -  LAKE CHARLES (1994)
 BK3136
 BK3136                         *CURRENT SURVEY CONTROL
 BK3136  ___________________________________________________________________
 BK3136* NAD 83(1992)-  30 11 57.79679(N)    093 12 44.02314(W)     ADJUSTED  
 BK3136* NAVD 88     -                                                        
 BK3136  **This station is located in a subsidence area (see below).
 BK3136  ___________________________________________________________________
 BK3136  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK3136  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3136
 BK3136  HORZ ORDER  -  THIRD
 BK3136
 BK3136.The horizontal coordinates were established by classical geodetic methods
 BK3136.and adjusted by the National Geodetic Survey in January 1993..
 BK3136
 BK3136 ** The orthometric height has not been validated since last determined
 BK3136 ** by differential leveling and should not be used for control purposes.
 BK3136 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3136 ** area with valid NAVD 88 orthometric heights.
 BK3136 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3136 ** epoch indicated which incorporates improved geoid heights for the
 BK3136 ** Southern Louisiana Subsidence area.
 BK3136 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3136
 BK3136.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3136
 BK3136.The geoid height was determined by GEOID03.
 BK3136
 BK3136;                    North         East     Units Scale Factor Converg.
 BK3136;SPC LA S     -   189,850.957   819,096.342   MT  0.99993172   -0 56 22.1
 BK3136;SPC LA S     -   622,869.35  2,687,318.58   sFT  0.99993172   -0 56 22.1
 BK3136;UTM  15      - 3,340,898.524   479,572.057   MT  0.99960515   -0 06 24.3
 BK3136
 BK3136                          SUPERSEDED SURVEY CONTROL
 BK3136
 BK3136  NAD 83(1986)-  30 11 57.81900(N)    093 12 44.01505(W) AD(       ) 4
 BK3136  NAD 27      -  30 11 57.07500(N)    093 12 43.47400(W) AD(       ) 3
 BK3136
 BK3136.Superseded values are not recommended for survey control.
 BK3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3136.See file dsdata.txt to determine how the superseded data were derived.
 BK3136
 BK3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7957240899(NAD 83)
 BK3136_MARKER: 53 = ELEVATED TANK
 BK3136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3136+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 BK3136
 BK3136  HISTORY     - Date     Condition        Report By
 BK3136  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3136  HISTORY     - 1958     GOOD             CGS
 BK3136  HISTORY     - 1987     GOOD             LADTD
 BK3136  HISTORY     - 19971115 GOOD             USPSQD
 BK3136  HISTORY     - 20031128 GOOD             USPSQD
 BK3136  HISTORY     - 20050320 GOOD             USPSQD
 BK3136
 BK3136                          STATION DESCRIPTION
 BK3136
 BK3136'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3136'THE STATION IS THE TOP AND CENTER OF AN ELEVATED WATER TANK WHICH
 BK3136'IS LOCATED NEAR THE SOUTHERLY EDGE OF THE CITY OF LAKE CHARLES.
 BK3136'IT LIES WITHIN A FENCED ENCLOSURE ABOUT 100 YARDS NORTH OF THE
 BK3136'INTERSECTION OF CENTER STREET AND PRIEN LAKE ROAD.
 BK3136'
 BK3136'THE TANK IS CONSTRUCTED OF STEEL, PAINTED SILVER WITH THE LETTERS
 BK3136'LAKE CHARLES PAINTED ON ITS SIDE, IS ABOUT 190 FEET HIGH WITH
 BK3136'A DIAMETER OF 50 FEET.  IT IS SUPPORTED BY 8 TUBULAR STEEL LEGS.
 BK3136
 BK3136                          STATION RECOVERY (1958)
 BK3136
 BK3136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3136'THE STATION WAS VISITED 6-2-58 AND FOUND IN GOOD CONDITION.
 BK3136'
 BK3136'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER TANK
 BK3136'LOCATED IN THE SOUTHERN SECTION OF LAKE CHARLES.  IT IS AN
 BK3136'8-LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP.  IT IS
 BK3136'190 FEET HIGH.
 BK3136'
 BK3136'TO REACH THE STATION FROM THEPOST OFFICE IN LAKE CHARLES, GO
 BK3136'EAST ON U.S. HIGHWAY 90 FOR 0.8 MILES TO ENTERPRIZE BLVD.,
 BK3136'TURN RIGHT AND GO SOUTH ON ENTERPRIZE BLVD, FOR 1.95 MILES TO
 BK3136'PRIEN LAKE ROAD,, TURN RIGHT AND GO WEST ON PRIEN LAKE ROAD FOR
 BK3136'0.4 MILE TO CENTER STREET, TURN RIGHT AND GO NORTH 1/2 BLOCK
 BK3136'TO THE STATION ON THE LEFT.
 BK3136
 BK3136                          STATION RECOVERY (1987)
 BK3136
 BK3136'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BK3136'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK3136
 BK3136                          STATION RECOVERY (1997)
 BK3136
 BK3136'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3136'RECOVERED IN GOOD CONDITION.
 BK3136
 BK3136                          STATION RECOVERY (2003)
 BK3136
 BK3136'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK3136'TANK IS PAINTED WHITE.
 BK3136
 BK3136                          STATION RECOVERY (2005)
 BK3136
 BK3136'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BK3136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3109 ***********************************************************************
 BK3109  DESIGNATION -  LAKE CHARLES RICE MILL TALL TK
 BK3109  PID         -  BK3109
 BK3109  STATE/COUNTY-  LA/CALCASIEU
 BK3109  USGS QUAD   -  LAKE CHARLES (1994)
 BK3109
 BK3109                         *CURRENT SURVEY CONTROL
 BK3109  ___________________________________________________________________
 BK3109* NAD 83(1992)-  30 14 36.02208(N)    093 12 28.15419(W)     ADJUSTED  
 BK3109* NAVD 88     -                                                        
 BK3109  **This station is located in a subsidence area (see below).
 BK3109  ___________________________________________________________________
 BK3109  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BK3109  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3109
 BK3109  HORZ ORDER  -  THIRD
 BK3109
 BK3109.The horizontal coordinates were established by classical geodetic methods
 BK3109.and adjusted by the National Geodetic Survey in January 1993..
 BK3109
 BK3109 ** The orthometric height has not been validated since last determined
 BK3109 ** by differential leveling and should not be used for control purposes.
 BK3109 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3109 ** area with valid NAVD 88 orthometric heights.
 BK3109 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3109 ** epoch indicated which incorporates improved geoid heights for the
 BK3109 ** Southern Louisiana Subsidence area.
 BK3109 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3109
 BK3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3109
 BK3109.The geoid height was determined by GEOID03.
 BK3109
 BK3109;                    North         East     Units Scale Factor Converg.
 BK3109;SPC LA S     -   194,715.321   819,600.412   MT  0.99993466   -0 56 14.2
 BK3109;SPC LA S     -   638,828.52  2,688,972.35   sFT  0.99993466   -0 56 14.2
 BK3109;UTM  15      - 3,345,768.101   480,005.243   MT  0.99960493   -0 06 16.8
 BK3109
 BK3109                          SUPERSEDED SURVEY CONTROL
 BK3109
 BK3109  NAD 83(1986)-  30 14 36.04328(N)    093 12 28.14653(W) AD(       ) 4
 BK3109  NAD 27      -  30 14 35.30945(N)    093 12 27.60709(W) AD(       ) 3
 BK3109
 BK3109.Superseded values are not recommended for survey control.
 BK3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3109.See file dsdata.txt to determine how the superseded data were derived.
 BK3109
 BK3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8000545768(NAD 83)
 BK3109_MARKER: 51 = TANK
 BK3109
 BK3109  HISTORY     - Date     Condition        Report By
 BK3109  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3109  HISTORY     - 1954     GOOD             CGS
 BK3109  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3109  HISTORY     - 20020717 GOOD             USPSQD
 BK3109
 BK3109                          STATION DESCRIPTION
 BK3109
 BK3109'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 BK3109'(NO PREVIOUS DESCRIPTION)--DESCRIPTION AS FOLLOWS--
 BK3109'
 BK3109'LOCATED ON THE N EDGE OF THE CITY OF LAKE CHARLES, IN THE
 BK3109'E EDGE OF THE LAKE CHARLES RICE MILL YARD.  TANK IS THE E
 BK3109'AND TALLER ONE OF THE TWO TANKS, BOTH OF WHICH ARE PAINTED
 BK3109'SILVER.  THE RICE MILL IS LOCATED AT THE INTERSECTION OF
 BK3109'MOUNT HOPE AND ST. ANDREWS STREETS.
 BK3109
 BK3109                          STATION RECOVERY (1997)
 BK3109
 BK3109'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3109'MARK NOT FOUND.
 BK3109
 BK3109                          STATION RECOVERY (2002)
 BK3109
 BK3109'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 BK3109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3142 ***********************************************************************
 BK3142  DESIGNATION -  LAKE CHARLES SILVER TOP TANK
 BK3142  PID         -  BK3142
 BK3142  STATE/COUNTY-  LA/CALCASIEU
 BK3142  USGS QUAD   -  WESTLAKE (1996)
 BK3142
 BK3142                         *CURRENT SURVEY CONTROL
 BK3142  ___________________________________________________________________
 BK3142* NAD 83(1992)-  30 13 02.21015(N)    093 15 10.85043(W)     ADJUSTED  
 BK3142* NAVD 88     -                                                        
 BK3142  **This station is located in a subsidence area (see below).
 BK3142  ___________________________________________________________________
 BK3142  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BK3142  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3142
 BK3142  HORZ ORDER  -  THIRD
 BK3142
 BK3142.The horizontal coordinates were established by classical geodetic methods
 BK3142.and adjusted by the National Geodetic Survey in January 1993..
 BK3142
 BK3142 ** The orthometric height has not been validated since last determined
 BK3142 ** by differential leveling and should not be used for control purposes.
 BK3142 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3142 ** area with valid NAVD 88 orthometric heights.
 BK3142 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3142 ** epoch indicated which incorporates improved geoid heights for the
 BK3142 ** Southern Louisiana Subsidence area.
 BK3142 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3142
 BK3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3142
 BK3142.The geoid height was determined by GEOID03.
 BK3142
 BK3142;                    North         East     Units Scale Factor Converg.
 BK3142;SPC LA S     -   191,899.134   815,203.038   MT  0.99993285   -0 57 35.5
 BK3142;SPC LA S     -   629,589.08  2,674,545.30   sFT  0.99993285   -0 57 35.5
 BK3142;UTM  15      - 3,342,889.259   475,650.680   MT  0.99960731   -0 07 38.4
 BK3142
 BK3142                          SUPERSEDED SURVEY CONTROL
 BK3142
 BK3142  NAD 83(1986)-  30 13 02.23183(N)    093 15 10.84214(W) AD(       ) 4
 BK3142  NAD 27      -  30 13 01.48066(N)    093 15 10.29044(W) AD(       ) 3
 BK3142
 BK3142.Superseded values are not recommended for survey control.
 BK3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3142.See file dsdata.txt to determine how the superseded data were derived.
 BK3142
 BK3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7565142889(NAD 83)
 BK3142_MARKER: 51 = TANK
 BK3142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3142+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 BK3142
 BK3142  HISTORY     - Date     Condition        Report By
 BK3142  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3142  HISTORY     - 1965     GOOD             CGS
 BK3142  HISTORY     - 20020718 MARK NOT FOUND   USPSQD
 BK3142  HISTORY     - 20031128 GOOD             USPSQD
 BK3142
 BK3142                          STATION DESCRIPTION
 BK3142
 BK3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BK3142'RECOVERED IN GOOD CONDITION.  THE TANK IS PAINTED ALUMINUM,
 BK3142'IS SLENDERER-SHAPED AND WESTERLY OF TWO SITUATED CLOSE TO
 BK3142'EACH OTHER AT THE PORT OF LAKE CHARLES.
 BK3142
 BK3142                          STATION RECOVERY (2002)
 BK3142
 BK3142'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 BK3142'THE TANK HAS BEEN DISMANTLED AND ITS WATER WELL ABANDONED.
 BK3142
 BK3142                          STATION RECOVERY (2003)
 BK3142
 BK3142'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK3142'TANK IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3117 ***********************************************************************
 BK3117  DESIGNATION -  LAKE CHARLES SMALL BLACK TANK
 BK3117  PID         -  BK3117
 BK3117  STATE/COUNTY-  LA/CALCASIEU
 BK3117  USGS QUAD   -  LAKE CHARLES (1994)
 BK3117
 BK3117                         *CURRENT SURVEY CONTROL
 BK3117  ___________________________________________________________________
 BK3117* NAD 83(1992)-  30 13 54.05665(N)    093 13 03.04411(W)     ADJUSTED  
 BK3117* NAVD 88     -                                                        
 BK3117  **This station is located in a subsidence area (see below).
 BK3117  ___________________________________________________________________
 BK3117  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK3117  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3117
 BK3117  HORZ ORDER  -  THIRD
 BK3117
 BK3117.The horizontal coordinates were established by classical geodetic methods
 BK3117.and adjusted by the National Geodetic Survey in January 1993..
 BK3117
 BK3117 ** The orthometric height has not been validated since last determined
 BK3117 ** by differential leveling and should not be used for control purposes.
 BK3117 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3117 ** area with valid NAVD 88 orthometric heights.
 BK3117 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3117 ** epoch indicated which incorporates improved geoid heights for the
 BK3117 ** Southern Louisiana Subsidence area.
 BK3117 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3117
 BK3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3117
 BK3117.The geoid height was determined by GEOID03.
 BK3117
 BK3117;                    North         East     Units Scale Factor Converg.
 BK3117;SPC LA S     -   193,438.617   818,646.532   MT  0.99993383   -0 56 31.6
 BK3117;SPC LA S     -   634,639.86  2,685,842.83   sFT  0.99993383   -0 56 31.6
 BK3117;UTM  15      - 3,344,478.095   479,070.323   MT  0.99960540   -0 06 34.3
 BK3117
 BK3117                          SUPERSEDED SURVEY CONTROL
 BK3117
 BK3117  NAD 83(1986)-  30 13 54.07831(N)    093 13 03.03660(W) AD(       ) 4
 BK3117  NAD 27      -  30 13 53.33627(N)    093 13 02.48458(W) AD(       ) 3
 BK3117
 BK3117.Superseded values are not recommended for survey control.
 BK3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3117.See file dsdata.txt to determine how the superseded data were derived.
 BK3117
 BK3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7907044478(NAD 83)
 BK3117_MARKER: 51 = TANK
 BK3117
 BK3117  HISTORY     - Date     Condition        Report By
 BK3117  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3117  HISTORY     - 1963     GOOD             CGS
 BK3117  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3117
 BK3117                          STATION DESCRIPTION
 BK3117
 BK3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3117'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE STATION
 BK3117'IS LOCATED NEAR THE INTERSECTION OF FRONT AND BROAD STREETS.
 BK3117
 BK3117                          STATION RECOVERY (1997)
 BK3117
 BK3117'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3110 ***********************************************************************
 BK3110  DESIGNATION -  LAKE CHARLES TV STA KPLC MAST
 BK3110  PID         -  BK3110
 BK3110  STATE/COUNTY-  LA/CALCASIEU
 BK3110  USGS QUAD   -  LAKE CHARLES (1994)
 BK3110
 BK3110                         *CURRENT SURVEY CONTROL
 BK3110  ___________________________________________________________________
 BK3110* NAD 83(1992)-  30 13 48.50327(N)    093 12 57.13258(W)     ADJUSTED  
 BK3110* NAVD 88     -                                                        
 BK3110  **This station is located in a subsidence area (see below).
 BK3110  ___________________________________________________________________
 BK3110  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK3110  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3110
 BK3110  HORZ ORDER  -  THIRD
 BK3110
 BK3110.The horizontal coordinates were established by classical geodetic methods
 BK3110.and adjusted by the National Geodetic Survey in January 1993..
 BK3110
 BK3110 ** The orthometric height has not been validated since last determined
 BK3110 ** by differential leveling and should not be used for control purposes.
 BK3110 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3110 ** area with valid NAVD 88 orthometric heights.
 BK3110 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3110 ** epoch indicated which incorporates improved geoid heights for the
 BK3110 ** Southern Louisiana Subsidence area.
 BK3110 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3110
 BK3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3110
 BK3110.The geoid height was determined by GEOID03.
 BK3110
 BK3110;                    North         East     Units Scale Factor Converg.
 BK3110;SPC LA S     -   193,265.046   818,801.761   MT  0.99993372   -0 56 28.7
 BK3110;SPC LA S     -   634,070.41  2,686,352.11   sFT  0.99993372   -0 56 28.7
 BK3110;UTM  15      - 3,344,306.855   479,228.006   MT  0.99960532   -0 06 31.3
 BK3110
 BK3110                          SUPERSEDED SURVEY CONTROL
 BK3110
 BK3110  NAD 83(1986)-  30 13 48.52441(N)    093 12 57.12439(W) AD(       ) 4
 BK3110  NAD 27      -  30 13 47.78392(N)    093 12 56.57236(W) AD(       ) 3
 BK3110
 BK3110.Superseded values are not recommended for survey control.
 BK3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3110.See file dsdata.txt to determine how the superseded data were derived.
 BK3110
 BK3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7922844307(NAD 83)
 BK3110_MARKER: 42 = RADIO/TV MAST
 BK3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3110+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 BK3110
 BK3110  HISTORY     - Date     Condition        Report By
 BK3110  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3110  HISTORY     - 1958     GOOD             CGS
 BK3110  HISTORY     - 1965     GOOD             CGS
 BK3110  HISTORY     - 1987     GOOD             LADTD
 BK3110  HISTORY     - 19970208 GOOD             USPSQD
 BK3110  HISTORY     - 20020909 GOOD             USPSQD
 BK3110  HISTORY     - 20031128 GOOD             USPSQD
 BK3110
 BK3110                          STATION DESCRIPTION
 BK3110
 BK3110'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3110'THE STATION IS THE TOP AND CENTER OF THE KPLC TELEVISION
 BK3110'STATION ANTENNA.  IT IS LOCATED ON THE 300 BLOCK OF DIVISION
 BK3110'STREET NEAR THE CENTER OF THE BUSINESS SECTION.
 BK3110'
 BK3110'THE MAST RISES FROM A WIDE CONCRETE BASE ON THE EAST SIDE
 BK3110'OF THE TRANSMITTER HOUSE AND IS 489 FEET IN HEIGHT.
 BK3110
 BK3110                          STATION RECOVERY (1958)
 BK3110
 BK3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3110'THE STATION WAS VISITED 6-2-58 AND WAS FOUND IN GOOD CONDITION.
 BK3110'
 BK3110'THE STATION IS THE TOP AND CENTER OF THE KPLC TELEVISION
 BK3110'STATION ANTENNA.  IT IS A FOUR SIDED MAST RISEING FROM A
 BK3110'WIDE CONCRETE BASE ON THE EAST SIDE OF THE TRANSMITTER HOUSE
 BK3110'WHICH IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 BK3110'OF DIVIDION AND BILBO STREETS IN LAKE CHARLES.  IT IS 489
 BK3110'FEET HIGH.
 BK3110'
 BK3110'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CHARLES,
 BK3110'GO NORTH 1 BLOCK ON HODGES STREET, TURN LEFT AND GO WEST
 BK3110'ON DIVISION STREET FOR 1 BLOCK TO BILBO STREET AND THE STATION
 BK3110'IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 BK3110
 BK3110                          STATION RECOVERY (1965)
 BK3110
 BK3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BK3110'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 BK3110'ADEQUATE.
 BK3110
 BK3110                          STATION RECOVERY (1987)
 BK3110
 BK3110'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BK3110'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK3110
 BK3110                          STATION RECOVERY (1997)
 BK3110
 BK3110'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3110'RECOVERED IN GOOD CONDITION.
 BK3110
 BK3110                          STATION RECOVERY (2002)
 BK3110
 BK3110'RECOVERY NOTE BY US POWER SQUADRON 2002 (BHP)
 BK3110'RECOVERED IN GOOD CONDITION.
 BK3110
 BK3110                          STATION RECOVERY (2003)
 BK3110
 BK3110'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BK3110'DIVIDION ST. IS ACTUALLY DIVISION ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3114 ***********************************************************************
 BK3114  DESIGNATION -  LAKE CHARLES TV STA KTAG MAST
 BK3114  PID         -  BK3114
 BK3114  STATE/COUNTY-  LA/CALCASIEU
 BK3114  USGS QUAD   -  LAKE CHARLES (1994)
 BK3114
 BK3114                         *CURRENT SURVEY CONTROL
 BK3114  ___________________________________________________________________
 BK3114* NAD 83(1992)-  30 12 35.23016(N)    093 12 44.11485(W)     ADJUSTED  
 BK3114* NAVD 88     -                                                        
 BK3114  **This station is located in a subsidence area (see below).
 BK3114  ___________________________________________________________________
 BK3114  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK3114  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3114
 BK3114  HORZ ORDER  -  THIRD
 BK3114
 BK3114.The horizontal coordinates were established by classical geodetic methods
 BK3114.and adjusted by the National Geodetic Survey in January 1993..
 BK3114
 BK3114 ** The orthometric height has not been validated since last determined
 BK3114 ** by differential leveling and should not be used for control purposes.
 BK3114 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3114 ** area with valid NAVD 88 orthometric heights.
 BK3114 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3114 ** epoch indicated which incorporates improved geoid heights for the
 BK3114 ** Southern Louisiana Subsidence area.
 BK3114 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3114
 BK3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3114
 BK3114.The geoid height was determined by GEOID03.
 BK3114
 BK3114;                    North         East     Units Scale Factor Converg.
 BK3114;SPC LA S     -   191,003.461   819,112.788   MT  0.99993236   -0 56 22.1
 BK3114;SPC LA S     -   626,650.52  2,687,372.54   sFT  0.99993236   -0 56 22.1
 BK3114;UTM  15      - 3,342,050.769   479,571.753   MT  0.99960515   -0 06 24.5
 BK3114
 BK3114                          SUPERSEDED SURVEY CONTROL
 BK3114
 BK3114  NAD 83(1986)-  30 12 35.25208(N)    093 12 44.10691(W) AD(       ) 4
 BK3114  NAD 27      -  30 12 34.50800(N)    093 12 43.56000(W) AD(       ) 3
 BK3114
 BK3114.Superseded values are not recommended for survey control.
 BK3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3114.See file dsdata.txt to determine how the superseded data were derived.
 BK3114
 BK3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7957242051(NAD 83)
 BK3114_MARKER: 42 = RADIO/TV MAST
 BK3114
 BK3114  HISTORY     - Date     Condition        Report By
 BK3114  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3114  HISTORY     - 1958     GOOD             CGS
 BK3114  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 BK3114  HISTORY     - 20040122 MARK NOT FOUND   USPSQD
 BK3114  HISTORY     - 20050622 MARK NOT FOUND   USPSQD
 BK3114
 BK3114                          STATION DESCRIPTION
 BK3114
 BK3114'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3114'THE STATION IS THE TOP AND CENTER OF THE KTAG TELEVISION STATION
 BK3114'ANTENNA.  IT IS LOCATED IN THE 700 BLOCK OF LIVE OAK STREET, NEAR
 BK3114'THE SOUTH EDGE OF TOWN.
 BK3114'
 BK3114'THE MAST RISES FROM A FLUSH CONCRETE BASE AT THE NORTH SIDE OF
 BK3114'THE TRANSMITTER HOUSE AND IS 348 FEET IN HEIGHT.
 BK3114
 BK3114                          STATION RECOVERY (1958)
 BK3114
 BK3114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3114'THE STATION WAS VISITED 6-2-58 AND WAS FOUND IN GOOD CONDITION.
 BK3114'
 BK3114'THE STATION IS A TRIANGLE SHAPED STEEL TRUSSWORK MAST RISEING
 BK3114'FROM A FLUSH CONCRETE SLAB ON THE NORTH SIDE OF THE KTAG
 BK3114'TRANSMITTER HOUSE.  IT IS 348 FEET HIGH.  THE POINT OBSERVED UPON
 BK3114'WAS THE TOP AND CENTER OF THE MAST.
 BK3114'
 BK3114'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CHARLES, GO
 BK3114'EAST ON U.S. HIGHWAY 90 FOR 0.8 MILE TO ENTERPRIZE BLVD., TURN
 BK3114'RIGHT AND GO SOUTH ON ENTERPRIZE BLVD. FOR 1.25 MILES TO 15TH
 BK3114'STREET, TURN RIGHT AND GO WEST ON 15TH STREET FOR 0.45 MILE TO
 BK3114'THE STATION ON THE RIGHT BETWEEN 15TH STREET AND LIVE OAK STREET
 BK3114'IN THE 700 BLOCK.
 BK3114
 BK3114                          STATION RECOVERY (1997)
 BK3114
 BK3114'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3114'MARK NOT FOUND.
 BK3114
 BK3114                          STATION RECOVERY (2004)
 BK3114
 BK3114'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3114'MARK NOT FOUND.
 BK3114
 BK3114                          STATION RECOVERY (2005)
 BK3114
 BK3114'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0973 ***********************************************************************
 AT0973  DESIGNATION -  LAKE ELOI LIGHT 1
 AT0973  PID         -  AT0973
 AT0973  STATE/COUNTY-  LA/ST BERNARD
 AT0973  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0973
 AT0973                         *CURRENT SURVEY CONTROL
 AT0973  ___________________________________________________________________
 AT0973* NAD 83(1992)-  29 43 55.29781(N)    089 25 22.84831(W)     ADJUSTED  
 AT0973* NAVD 88     -                                                        
 AT0973  ___________________________________________________________________
 AT0973  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AT0973  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AT0973
 AT0973  HORZ ORDER  -  THIRD
 AT0973
 AT0973.The horizontal coordinates were established by classical geodetic methods
 AT0973.and adjusted by the National Geodetic Survey in May 1994..
 AT0973
 AT0973
 AT0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0973
 AT0973.The geoid height was determined by GEOID03.
 AT0973
 AT0973;                    North         East     Units Scale Factor Converg.
 AT0973;SPC LA S     -   138,104.055 1,184,792.593   MT  0.99993668   +0 57 18.7
 AT0973;SPC LA S     -   453,096.39  3,887,107.03   sFT  0.99993668   +0 57 18.7
 AT0973;UTM  16      - 3,291,550.920   265,644.907   MT  1.00027770   -1 12 08.0
 AT0973
 AT0973                          SUPERSEDED SURVEY CONTROL
 AT0973
 AT0973  NAD 83(1992)-  29 43 55.29948(N)    089 25 22.84734(W) AD(       ) 4
 AT0973  NAD 83(1986)-  29 43 55.30524(N)    089 25 22.84975(W) AD(       ) 4
 AT0973  NAD 27      -  29 43 54.56400(N)    089 25 22.65700(W) AD(       ) 3
 AT0973
 AT0973.Superseded values are not recommended for survey control.
 AT0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0973.See file dsdata.txt to determine how the superseded data were derived.
 AT0973
 AT0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6564591551(NAD 83)
 AT0973_MARKER: 14 = NAVIGATION LIGHT
 AT0973
 AT0973  HISTORY     - Date     Condition        Report By
 AT0973  HISTORY     - 1952     FIRST OBSERVED   CGS
 AT0973
 AT0973                          STATION DESCRIPTION
 AT0973
 AT0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0973'STATION IS THE LIGHT ON A BLACK, TRIANGULAR, SLATTED STRUCTURE ON
 AT0973'PILES.  IT IS 25
 AT0973'FEET HIGH, LOCATED OFF THE FIRST POINT N OF COON
 AT0973'NEST ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0993 ***********************************************************************
 AT0993  DESIGNATION -  LAKE ELOI LIGHT 3
 AT0993  PID         -  AT0993
 AT0993  STATE/COUNTY-  LA/ST BERNARD
 AT0993  USGS QUAD   -  LAKE ELOI (1994)
 AT0993
 AT0993                         *CURRENT SURVEY CONTROL
 AT0993  ___________________________________________________________________
 AT0993* NAD 83(1992)-  29 46 32.65815(N)    089 26 05.85030(W)     ADJUSTED  
 AT0993* NAVD 88     -                                                        
 AT0993  ___________________________________________________________________
 AT0993  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AT0993  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AT0993
 AT0993  HORZ ORDER  -  THIRD
 AT0993
 AT0993.The horizontal coordinates were established by classical geodetic methods
 AT0993.and adjusted by the National Geodetic Survey in May 1994..
 AT0993
 AT0993
 AT0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0993
 AT0993.The geoid height was determined by GEOID03.
 AT0993
 AT0993;                    North         East     Units Scale Factor Converg.
 AT0993;SPC LA S     -   142,929.186 1,183,556.951   MT  0.99993342   +0 56 57.2
 AT0993;SPC LA S     -   468,926.84  3,883,053.10   sFT  0.99993342   +0 56 57.2
 AT0993;UTM  16      - 3,296,420.843   264,591.485   MT  1.00028380   -1 12 35.2
 AT0993
 AT0993                          SUPERSEDED SURVEY CONTROL
 AT0993
 AT0993  NAD 83(1992)-  29 46 32.66037(N)    089 26 05.84964(W) AD(       ) 4
 AT0993  NAD 83(1986)-  29 46 32.66604(N)    089 26 05.85120(W) AD(       ) 4
 AT0993  NAD 27      -  29 46 31.92900(N)    089 26 05.66300(W) AD(       ) 3
 AT0993
 AT0993.Superseded values are not recommended for survey control.
 AT0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0993.See file dsdata.txt to determine how the superseded data were derived.
 AT0993
 AT0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6459196421(NAD 83)
 AT0993_MARKER: 14 = NAVIGATION LIGHT
 AT0993
 AT0993  HISTORY     - Date     Condition        Report By
 AT0993  HISTORY     - 1952     FIRST OBSERVED   CGS
 AT0993
 AT0993                          STATION DESCRIPTION
 AT0993
 AT0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0993'STATION IS THE LIGHT ON A BLACK, TRIANGULAR, SLATTED STRUCTURE ON
 AT0993'PILES.  IT IS 25
 AT0993'FEET HIGH, LOCATED NEAR THE ENTRANCE TO BAYOU ELOI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3038 ***********************************************************************
 AU3038  DESIGNATION -  LAKE LAGRAISSE LIGHT
 AU3038  PID         -  AU3038
 AU3038  STATE/COUNTY-  LA/TERREBONNE
 AU3038  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3038
 AU3038                         *CURRENT SURVEY CONTROL
 AU3038  ___________________________________________________________________
 AU3038* NAD 83(1992)-  29 12 25.70858(N)    090 34 50.20597(W)     ADJUSTED  
 AU3038* NAVD 88     -                                                        
 AU3038  **This station is located in a subsidence area (see below).
 AU3038  ___________________________________________________________________
 AU3038  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AU3038  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AU3038
 AU3038  HORZ ORDER  -  THIRD
 AU3038
 AU3038.The horizontal coordinates were established by classical geodetic methods
 AU3038.and adjusted by the National Geodetic Survey in January 1993..
 AU3038
 AU3038 ** The orthometric height has not been validated since last determined
 AU3038 ** by differential leveling and should not be used for control purposes.
 AU3038 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3038 ** area with valid NAVD 88 orthometric heights.
 AU3038 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3038 ** epoch indicated which incorporates improved geoid heights for the
 AU3038 ** Southern Louisiana Subsidence area.
 AU3038 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3038
 AU3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3038
 AU3038.The geoid height was determined by GEOID03.
 AU3038
 AU3038;                    North         East     Units Scale Factor Converg.
 AU3038;SPC LA S     -    78,625.504 1,073,198.571   MT  1.00002095   +0 22 34.9
 AU3038;SPC LA S     -   257,957.17  3,520,985.65   sFT  1.00002095   +0 22 34.9
 AU3038;UTM  15      - 3,233,359.667   735,213.677   MT  1.00028275   +1 10 52.1
 AU3038
 AU3038                          SUPERSEDED SURVEY CONTROL
 AU3038
 AU3038  NAD 83(1986)-  29 12 25.72739(N)    090 34 50.21636(W) AD(       ) 4
 AU3038  NAD 27      -  29 12 24.90000(N)    090 34 49.89000(W) AD(       ) 3
 AU3038
 AU3038.Superseded values are not recommended for survey control.
 AU3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3038.See file dsdata.txt to determine how the superseded data were derived.
 AU3038
 AU3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3521433360(NAD 83)
 AU3038_MARKER: 14 = NAVIGATION LIGHT
 AU3038
 AU3038  HISTORY     - Date     Condition        Report By
 AU3038  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU3038
 AU3038                          STATION DESCRIPTION
 AU3038
 AU3038'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3038'STATION IS LOCATED AT THE SE END OF LAKE LAGRAISSE, AT THE
 AU3038'ENTRANCE TO THE LAKE FROM TERREBONNE BAY.
 AU3038'
 AU3038'LIGHT IS ATOP A SINGLE PILE AND IS APPROXIMATELY 15 FEET
 AU3038'ABOVE THE WATER.  CENTER OF THE PILE WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3465 ***********************************************************************
 AU3465  DESIGNATION -  LAKE LAGRAISSE LIGHT 1
 AU3465  PID         -  AU3465
 AU3465  STATE/COUNTY-  LA/TERREBONNE
 AU3465  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3465
 AU3465                         *CURRENT SURVEY CONTROL
 AU3465  ___________________________________________________________________
 AU3465* NAD 83(1992)-  29 10 52.28170(N)    090 34 54.81774(W)     ADJUSTED  
 AU3465* NAVD 88     -         5.7  **(meters)      19.   **(feet)  VERTCON   
 AU3465  **This station is located in a subsidence area (see below).
 AU3465  ___________________________________________________________________
 AU3465  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AU3465  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AU3465
 AU3465  HORZ ORDER  -  THIRD
 AU3465
 AU3465.The horizontal coordinates were established by classical geodetic methods
 AU3465.and adjusted by the National Geodetic Survey in January 1993..
 AU3465
 AU3465 ** The orthometric height has not been validated since last determined
 AU3465 ** by differential leveling and should not be used for control purposes.
 AU3465 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3465 ** area with valid NAVD 88 orthometric heights.
 AU3465 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3465 ** epoch indicated which incorporates improved geoid heights for the
 AU3465 ** Southern Louisiana Subsidence area.
 AU3465 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3465
 AU3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3465
 AU3465.The geoid height was determined by GEOID03.
 AU3465
 AU3465;                    North         East     Units Scale Factor Converg.
 AU3465;SPC LA S     -    75,748.196 1,073,092.860   MT  1.00002727   +0 22 32.6
 AU3465;SPC LA S     -   248,517.21  3,520,638.82   sFT  1.00002727   +0 22 32.6
 AU3465;UTM  15      - 3,230,480.414   735,148.349   MT  1.00028237   +1 10 46.4
 AU3465
 AU3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3465!SPC LA S     -   1.00000292  x   1.00002727  =   1.00003019
 AU3465!UTM  15      -   1.00000292  x   1.00028237  =   1.00028529
 AU3465
 AU3465                          SUPERSEDED SURVEY CONTROL
 AU3465
 AU3465  NAD 83(1986)-  29 10 52.29806(N)    090 34 54.82997(W) AD(       ) 4
 AU3465  NGVD 29 (08/28/92)    5.7    (m)           19.     (f) VERT ANG       
 AU3465
 AU3465.Superseded values are not recommended for survey control.
 AU3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3465.See file dsdata.txt to determine how the superseded data were derived.
 AU3465
 AU3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3514830480(NAD 83)
 AU3465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3465
 AU3465  HISTORY     - Date     Condition        Report By
 AU3465  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3465
 AU3465                          STATION DESCRIPTION
 AU3465
 AU3465'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3465'ABOUT 10.36 KM (6.44 MI) SOUTH-SOUTHEAST OF COCODRIE, 5.04 KM
 AU3465'(3.13 MI) SOUTH OF LAKE LAGRAISSE, 5.00 KM (3.11 MI) SOUTHWEST OF LAKE
 AU3465'SAINT JEAN BABTISTE ON TH EAST SIDE OF THE HOUMA NAVIGATIONAL CANAL
 AU3465'IN TERREBONNE BAY.  STATION IS THE CENTER OF A FLASHING GREEN 4 SECOND
 AU3465'HORIZON LIGHT MOUNTED ON TOP OF A SMALL METAL STRUCTURE EXTENDING
 AU3465'ABOVE A WOOD PLATFORM ABOUT 4 OR 5 FEET.  WOOD PLATFORM IS BUILT ON
 AU3465'A SINGLE WOOD PIER EXTENDING ABOVE WATER.  STRUCTURE HAS SQUARE-SHAPED
 AU3465'GREEN DAYMARK WITH A GREEN REFLECTIVE BORDER ON SIDE AND IS LISTED
 AU3465'AS BEING 17 FEET ABOVE WATER.  STATION IS LISTED IN THE LATEST USCG
 AU3465'LIGHT LIST AS NUMBER 3682.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5121 ***********************************************************************
 BJ5121  DESIGNATION -  LAKE LONG
 BJ5121  PID         -  BJ5121
 BJ5121  STATE/COUNTY-  LA/ST MARTIN
 BJ5121  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ5121
 BJ5121                         *CURRENT SURVEY CONTROL
 BJ5121  ___________________________________________________________________
 BJ5121* NAD 83(1992)-  30 13 07.24116(N)    091 34 47.89405(W)     ADJUSTED  
 BJ5121* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BJ5121  ___________________________________________________________________
 BJ5121  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5121  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ5121
 BJ5121  HORZ ORDER  -  FIRST
 BJ5121
 BJ5121.The horizontal coordinates were established by classical geodetic methods
 BJ5121.and adjusted by the National Geodetic Survey in January 1993..
 BJ5121
 BJ5121.The orthometric height was scaled from a topographic map.
 BJ5121
 BJ5121.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5121
 BJ5121.The geoid height was determined by GEOID03.
 BJ5121
 BJ5121;                    North         East     Units Scale Factor Converg.
 BJ5121;SPC LA S     -   190,531.628   976,256.849   MT  0.99993294   -0 07 24.0
 BJ5121;SPC LA S     -   625,102.52  3,202,936.01   sFT  0.99993294   -0 07 24.0
 BJ5121;UTM  15      - 3,343,869.541   636,664.234   MT  0.99983042   +0 42 53.3
 BJ5121
 BJ5121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5121!SPC LA S     -   1.00000350  x   0.99993294  =   0.99993644
 BJ5121!UTM  15      -   1.00000350  x   0.99983042  =   0.99983392
 BJ5121
 BJ5121|---------------------------------------------------------------------|
 BJ5121| PID    Reference Object                     Distance      Geod. Az  |
 BJ5121|                                                           dddmmss.s |
 BJ5121| CW2003 LAKE LONG RM 1                       23.692 METERS 10707     |
 BJ5121| CW2004 LAKE LONG RM 2                       28.194 METERS 32642     |
 BJ5121| CW2002 LAKE LONG AZ MK                                    3492055.4 |
 BJ5121|---------------------------------------------------------------------|
 BJ5121
 BJ5121                          SUPERSEDED SURVEY CONTROL
 BJ5121
 BJ5121  NAD 83(1986)-  30 13 07.26068(N)    091 34 47.89056(W) AD(       ) 1
 BJ5121  NAD 27      -  30 13 06.54324(N)    091 34 47.47246(W) AD(       ) 1
 BJ5121
 BJ5121.Superseded values are not recommended for survey control.
 BJ5121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5121.See file dsdata.txt to determine how the superseded data were derived.
 BJ5121
 BJ5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3666443870(NAD 83)
 BJ5121_MARKER: P = PIPE CAP
 BJ5121_SETTING: 0 = UNSPECIFIED SETTING
 BJ5121
 BJ5121  HISTORY     - Date     Condition        Report By
 BJ5121  HISTORY     - 1935     MONUMENTED       USE
 BJ5121  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5121
 BJ5121                          STATION DESCRIPTION
 BJ5121
 BJ5121'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BJ5121'ABOUT 3-1/2 MILES SE OF RYCADE, ABOUT 1 MILE NW OF THE JUNCTION
 BJ5121'OF BIG TENSAS BAYOU, BAYOU LA ROMPE AND TENSAS BAY, ABOUT 0.6
 BJ5121'MILE SE OF THE JUNCTION OF BAYOU LA ROMPE WITH LAKE LONG,
 BJ5121'ON THE SW BANK OF BAYOU LA ROMPE, AND ABOUT 100 FEET SW OF THE
 BJ5121'LOW-WATER SHORE LINE.
 BJ5121'
 BJ5121'THE STATION IS MARKED BY A BRONZE-CAPPED 6-INCH IRON PIPE
 BJ5121'EMBEDDED IN CONCRETE.  THE BRONZE CAP IS A STANDARD U.S.E.D.
 BJ5121'BENCH MARK TABLET.  THE PIPE PROJECTS ABOUT 18 INCHES.  TWO
 BJ5121'REFERENCE MARKS AND AN AZIMUTH MARK WERE SET IN 1935.
 BJ5121'
 BJ5121'REFERENCE MARK NO. 1, STANDARD BRONZE REFERENCE DISK SET IN
 BJ5121'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5121'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 BJ5121'THE MARSH, AND PROJECTS ABOUT 15 INCHES, IS ABOUT 75 FEET
 BJ5121'SW OF THE LOW-WATER SHORE LINE OF THE BAYOU AND 77.73 FEET
 BJ5121'(23.69 METERS) FROM THE STATION S 72 DEG 53 MIN E.
 BJ5121'
 BJ5121'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET IN
 BJ5121'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5121'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 BJ5121'INTO THE MARSH, AND PROJECTS 8 INCHES, IS ABOUT 75 FEET SW
 BJ5121'OF THE LOW-WATER SHORE LINE OF THE BAYOU, 25 FEET NE OF A
 BJ5121'12-INCH CYPRESS TREE WITH A TRIANGULAR BLAZE ON WHICH WAS
 BJ5121'CUT P.B.M. 1126 ELEV. 15.548 FEET, 160.26 FEET (48.85 METERS)
 BJ5121'NW OF REFERENCE MARK NO. 1 AND 92.50 FEET (28.19 METERS)
 BJ5121'FROM THE STATION N 33 DEG 18 MIN W. THE AZIMUTH
 BJ5121'MARK, A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP
 BJ5121'OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 BJ5121'UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH,
 BJ5121'PROJECTS 6 INCHES, AND IS ON A LOW SANDY RIDGE ON THE NE BANK
 BJ5121'OF BAYOU LA ROMPE APPROXIMATELY 0.2 MILE FROM THE
 BJ5121'STATION IN N 10 DEG 39 MIN W. THE
 BJ5121'AZIMUTH MARK IS STAMPED LONG LAKE.
 BJ5121
 BJ5121                          STATION RECOVERY (1957)
 BJ5121
 BJ5121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5121'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED.  SILTING
 BJ5121'IN THE AREA HAS COVERED ALL MARKS AND DESTROYED ALL OF THE
 BJ5121'REFERENCE POINTS.  THE PUBLISHED DESCRIPTION IS NOW INADEQUATE
 BJ5121'FOR RECOVERY OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4352 ***********************************************************************
 BJ4352  DESIGNATION -  LAKE MAUREPAS AMITE RIVER LH
 BJ4352  PID         -  BJ4352
 BJ4352  STATE/COUNTY-  LA/LIVINGSTON
 BJ4352  USGS QUAD   -  KILLIAN (1980)
 BJ4352
 BJ4352                         *CURRENT SURVEY CONTROL
 BJ4352  ___________________________________________________________________
 BJ4352* NAD 83(1992)-  30 17 49.61079(N)    090 33 29.00406(W)     ADJUSTED  
 BJ4352* NAVD 88     -                                                        
 BJ4352  ___________________________________________________________________
 BJ4352  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ4352  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ4352
 BJ4352  HORZ ORDER  -  THIRD
 BJ4352
 BJ4352.The horizontal coordinates were established by classical geodetic methods
 BJ4352.and adjusted by the National Geodetic Survey in January 1993..
 BJ4352
 BJ4352
 BJ4352.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4352
 BJ4352.The geoid height was determined by GEOID03.
 BJ4352
 BJ4352;                    North         East     Units Scale Factor Converg.
 BJ4352;SPC LA S     -   199,452.960 1,074,574.612   MT  0.99993906   +0 23 15.5
 BJ4352;SPC LA S     -   654,371.92  3,525,500.21   sFT  0.99993906   +0 23 15.5
 BJ4352;UTM  15      - 3,354,234.478   734,850.204   MT  1.00028049   +1 13 57.0
 BJ4352
 BJ4352                          SUPERSEDED SURVEY CONTROL
 BJ4352
 BJ4352  NAD 83(1986)-  30 17 49.62752(N)    090 33 29.00337(W) AD(       ) 4
 BJ4352  NAD 27      -  30 17 48.92415(N)    090 33 28.68269(W) AD(       ) 3
 BJ4352
 BJ4352.Superseded values are not recommended for survey control.
 BJ4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4352.See file dsdata.txt to determine how the superseded data were derived.
 BJ4352
 BJ4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3485054234(NAD 83)
 BJ4352_MARKER: 13 = LIGHTHOUSE
 BJ4352
 BJ4352  HISTORY     - Date     Condition        Report By
 BJ4352  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4352
 BJ4352                          STATION DESCRIPTION
 BJ4352
 BJ4352'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4352'POINT OBSERVED UPON WAS THE CENTER OF THE LIGHT OF THE AMITE
 BJ4352'RIVER LIGHTHOUSE LOCATED ON THE NW SHORE OF LAKE MAUREPAS
 BJ4352'AT THE MOUTH OF THE AMITE RIVER.  THE LIGHTHOUSE, A WOODEN
 BJ4352'STRUCTURE, IS APPROXIMATELY 35 FEET HIGH AND PAINTED WHITE.
 BJ4352'
 BJ4352'OBSERVED UPON FROM TRIANGULATION STATION SHARP AND MAUREPAS.
 BJ4352'
 BJ4352'INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4247 ***********************************************************************
 BJ4247  DESIGNATION -  LAKE PONTCHARTRAIN FLASHING LT
 BJ4247  PID         -  BJ4247
 BJ4247  STATE/COUNTY-  LA/ORLEANS
 BJ4247  USGS QUAD   -  SPANISH FORT (1992)
 BJ4247
 BJ4247                         *CURRENT SURVEY CONTROL
 BJ4247  ___________________________________________________________________
 BJ4247* NAD 83(1992)-  30 01 37.10312(N)    090 06 47.79645(W)     ADJUSTED  
 BJ4247* NAVD 88     -                                                        
 BJ4247  **This station is located in a subsidence area (see below).
 BJ4247  ___________________________________________________________________
 BJ4247  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4247  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ4247
 BJ4247  HORZ ORDER  -  THIRD
 BJ4247
 BJ4247.The horizontal coordinates were established by classical geodetic methods
 BJ4247.and adjusted by the National Geodetic Survey in January 1993..
 BJ4247
 BJ4247 ** The orthometric height has not been validated since last determined
 BJ4247 ** by differential leveling and should not be used for control purposes.
 BJ4247 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4247 ** area with valid NAVD 88 orthometric heights.
 BJ4247 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4247 ** epoch indicated which incorporates improved geoid heights for the
 BJ4247 ** Southern Louisiana Subsidence area.
 BJ4247 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4247
 BJ4247.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4247
 BJ4247.The geoid height was determined by GEOID03.
 BJ4247
 BJ4247;                    North         East     Units Scale Factor Converg.
 BJ4247;SPC LA S     -   169,882.699 1,117,675.919   MT  0.99992585   +0 36 36.2
 BJ4247;SPC LA S     -   557,356.82  3,666,908.41   sFT  0.99992585   +0 36 36.2
 BJ4247;UTM  15      - 3,325,285.596   778,401.670   MT  1.00055637   +1 26 43.7
 BJ4247
 BJ4247                          SUPERSEDED SURVEY CONTROL
 BJ4247
 BJ4247  NAD 83(1986)-  30 01 37.11849(N)    090 06 47.79398(W) AD(       ) 4
 BJ4247  NAD 27      -  30 01 36.39138(N)    090 06 47.53014(W) AD(       ) 3
 BJ4247
 BJ4247.Superseded values are not recommended for survey control.
 BJ4247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4247.See file dsdata.txt to determine how the superseded data were derived.
 BJ4247
 BJ4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7840225286(NAD 83)
 BJ4247_MARKER: 13 = LIGHTHOUSE
 BJ4247
 BJ4247  HISTORY     - Date     Condition        Report By
 BJ4247  HISTORY     - 1896     FIRST OBSERVED   CGS
 BJ4247  HISTORY     - 1953     GOOD             CGS
 BJ4247  HISTORY     - 1985     GOOD             USPSQD
 BJ4247
 BJ4247                          STATION DESCRIPTION
 BJ4247
 BJ4247'DESCRIBED BY COAST AND GEODETIC SURVEY 1896 (PAW)
 BJ4247'THIS STATION IS THE CENTER OF A SMALL BLACK BALL SURMOUNTING
 BJ4247'THE TOP OF LANTERN OF THE NEW CANAL LIGHTHOUSE, ON THE EAST
 BJ4247'JETTY AT THE ENTRANCE TO NEW CANAL, AT WEST END, NEW ORLEANS.
 BJ4247'
 BJ4247'THE LIGHTHOUSE IS A SQUARE, WHITE TWO-STORY DWELLING, SURMOUNTED
 BJ4247'BY A BLACK LANTERN, AND RESTING ON A PILE FOUNDATION.
 BJ4247'HEIGHT OF BLACK BALL ABOVE MEAN HIGH WATER, ABOUT 50 FEET.
 BJ4247
 BJ4247                          STATION RECOVERY (1953)
 BJ4247
 BJ4247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4247'THE STATION IS LOCATED ON THE EXTREME NORTH EDGE OF NEW ORLEANS,
 BJ4247'AT THE NORTH END OF WEST END BLVD., AT THE SOUTH EDGE OF LAKE
 BJ4247'PONTCHARTRAIN AND ON THE EAST SIDE OF THE NEW CANAL.  THE
 BJ4247'FLASHING LIGHT IS ON THE TOP AND NEAR THE CENTER OF THE U.S.
 BJ4247'COAST GUARD BUILDING.  THE LIGHT SHIELD IS PAINTED BLACK AND
 BJ4247'HAS AN OVER-ALL HEIGHT OF 50 FEET.
 BJ4247'
 BJ4247'THE LIGHT WAS THE POINT OBSERVED.
 BJ4247'
 BJ4247'PROBABLY THE SAME AS WEST END, WHITE FLASHING LIGHT, 1931.
 BJ4247
 BJ4247                          STATION RECOVERY (1985)
 BJ4247
 BJ4247'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 BJ4247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2830 ***********************************************************************
 CP2830  DESIGNATION -  LAKE PROVIDENCE CARROLL MAST
 CP2830  PID         -  CP2830
 CP2830  STATE/COUNTY-  LA/EAST CARROLL
 CP2830  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2830
 CP2830                         *CURRENT SURVEY CONTROL
 CP2830  ___________________________________________________________________
 CP2830* NAD 83(1992)-  32 48 08.45296(N)    091 10 39.57280(W)     ADJUSTED  
 CP2830* NAVD 88     -                                                        
 CP2830  ___________________________________________________________________
 CP2830  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CP2830  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP2830
 CP2830  HORZ ORDER  -  THIRD
 CP2830
 CP2830.The horizontal coordinates were established by classical geodetic methods
 CP2830.and adjusted by the National Geodetic Survey in May 1994..
 CP2830
 CP2830
 CP2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2830
 CP2830.The geoid height was determined by GEOID03.
 CP2830
 CP2830;                    North         East     Units Scale Factor Converg.
 CP2830;SPC LA N     -   256,039.833 1,123,852.914   MT  1.00003375   +0 41 56.8
 CP2830;SPC LA N     -   840,024.02  3,687,174.10   sFT  1.00003375   +0 41 56.8
 CP2830;SPC MS W     -   366,435.987   620,922.342   MT  1.00002708   -0 27 26.8
 CP2830;SPC MS W     - 1,202,215.40  2,037,142.72   sFT  1.00002708   -0 27 26.8
 CP2830;UTM  15      - 3,630,845.871   670,626.025   MT  0.99995899   +0 59 14.9
 CP2830
 CP2830                          SUPERSEDED SURVEY CONTROL
 CP2830
 CP2830  NAD 83(1992)-  32 48 08.46085(N)    091 10 39.56733(W) AD(       ) 4
 CP2830  NAD 83(1986)-  32 48 08.46540(N)    091 10 39.56631(W) AD(       ) 4
 CP2830  NAD 27      -  32 48 07.99900(N)    091 10 39.17100(W) AD(       ) 3
 CP2830
 CP2830.Superseded values are not recommended for survey control.
 CP2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2830.See file dsdata.txt to determine how the superseded data were derived.
 CP2830
 CP2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7062630846(NAD 83)
 CP2830_MARKER: 42 = RADIO/TV MAST
 CP2830
 CP2830  HISTORY     - Date     Condition        Report By
 CP2830  HISTORY     - 1958     FIRST OBSERVED   CGS
 CP2830
 CP2830                          STATION DESCRIPTION
 CP2830
 CP2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2830'THE STATION IS THE TOP-CENTER OF THE MAST.  THE MAST IS ABOUT
 CP2830'1/2 MILE SOUTHWEST OF THE CENTER OF LAKE PROVIDENCE, ON THE
 CP2830'NORTH SIDE OF 4TH STREET (TRUCK ROUTE) AND ON THE EAST SIDE
 CP2830'OF THE OFFICE BUILDING OF THE SAND AND GRAVEL COMPANY.  IT
 CP2830'IS A VERTICAL, STEEL MAST, ORANGE AND WHITE IN COLOR AND 150
 CP2830'FEET HIGH.  THE BUILDING AND THE MAST ARE ENCLOSED BY A METAL,
 CP2830'MESH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2829 ***********************************************************************
 CP2829  DESIGNATION -  LAKE PROVIDENCE FED COMP E TK
 CP2829  PID         -  CP2829
 CP2829  STATE/COUNTY-  LA/EAST CARROLL
 CP2829  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2829
 CP2829                         *CURRENT SURVEY CONTROL
 CP2829  ___________________________________________________________________
 CP2829* NAD 83(1992)-  32 48 31.26940(N)    091 11 47.42403(W)     ADJUSTED  
 CP2829* NAVD 88     -                                                        
 CP2829  ___________________________________________________________________
 CP2829  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CP2829  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP2829
 CP2829  HORZ ORDER  -  THIRD
 CP2829
 CP2829.The horizontal coordinates were established by classical geodetic methods
 CP2829.and adjusted by the National Geodetic Survey in May 1994..
 CP2829
 CP2829
 CP2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2829
 CP2829.The geoid height was determined by GEOID03.
 CP2829
 CP2829;                    North         East     Units Scale Factor Converg.
 CP2829;SPC LA N     -   256,721.299 1,122,079.247   MT  1.00003547   +0 41 21.0
 CP2829;SPC LA N     -   842,259.80  3,681,355.00   sFT  1.00003547   +0 41 21.0
 CP2829;SPC MS W     -   367,153.116   619,162.804   MT  1.00003055   -0 28 03.8
 CP2829;SPC MS W     - 1,204,568.18  2,031,369.97   sFT  1.00003055   -0 28 03.8
 CP2829;UTM  15      - 3,631,518.351   668,849.092   MT  0.99995155   +0 58 38.7
 CP2829
 CP2829                          SUPERSEDED SURVEY CONTROL
 CP2829
 CP2829  NAD 83(1992)-  32 48 31.27534(N)    091 11 47.42022(W) AD(       ) 4
 CP2829  NAD 83(1986)-  32 48 31.28196(N)    091 11 47.41745(W) AD(       ) 4
 CP2829  NAD 27      -  32 48 30.81200(N)    091 11 47.02600(W) AD(       ) 3
 CP2829
 CP2829.Superseded values are not recommended for survey control.
 CP2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2829.See file dsdata.txt to determine how the superseded data were derived.
 CP2829
 CP2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6884931518(NAD 83)
 CP2829_MARKER: 53 = ELEVATED TANK
 CP2829
 CP2829  HISTORY     - Date     Condition        Report By
 CP2829  HISTORY     - 1958     FIRST OBSERVED   CGS
 CP2829  HISTORY     - 1970     GOOD             NGS
 CP2829
 CP2829                          STATION DESCRIPTION
 CP2829
 CP2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2829'THE STATION IS THE APEX OF THE TANK.  THE TANK IS ABOUT 1.2
 CP2829'MILES WEST-NORTHWEST OF THE CENTER OF LAKE PROVIDENCE, 0.35
 CP2829'MILE SOUTHWEST OF U.S. HIGHWAY 65 AND ON THE NORTH SIDE OF
 CP2829'THE FACTORY BUILDINGS.  IT IS THE EAST ONE OF TWO TANKS, A
 CP2829'DOUBLE ELIPSOIDAL TANK, SUPPORTED BY FOUR SLANTED, CYLINDRICAL
 CP2829'LEGS, SILVER IN COLOR AND 125 FEET HIGH.  THE WEST TANK IS
 CP2829'OF THE OLD STYLE, HEMISPHERICAL BOTTOM WITH A CONICAL TOP.
 CP2829
 CP2829                          STATION RECOVERY (1970)
 CP2829
 CP2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2829'STATION RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2836 ***********************************************************************
 CP2836  DESIGNATION -  LAKE PROVIDENCE FED COMP W TK
 CP2836  PID         -  CP2836
 CP2836  STATE/COUNTY-  LA/EAST CARROLL
 CP2836  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2836
 CP2836                         *CURRENT SURVEY CONTROL
 CP2836  ___________________________________________________________________
 CP2836* NAD 83(1992)-  32 48 31.35526(N)    091 11 49.95757(W)     ADJUSTED  
 CP2836* NAVD 88     -                                                        
 CP2836  ___________________________________________________________________
 CP2836  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CP2836  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP2836
 CP2836  HORZ ORDER  -  THIRD
 CP2836
 CP2836.The horizontal coordinates were established by classical geodetic methods
 CP2836.and adjusted by the National Geodetic Survey in May 1994..
 CP2836
 CP2836
 CP2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2836
 CP2836.The geoid height was determined by GEOID03.
 CP2836
 CP2836;                    North         East     Units Scale Factor Converg.
 CP2836;SPC LA N     -   256,723.152 1,122,013.308   MT  1.00003547   +0 41 19.6
 CP2836;SPC LA N     -   842,265.87  3,681,138.66   sFT  1.00003547   +0 41 19.6
 CP2836;UTM  15      - 3,631,519.871   668,783.150   MT  0.99995128   +0 58 37.4
 CP2836
 CP2836                          SUPERSEDED SURVEY CONTROL
 CP2836
 CP2836  NAD 83(1992)-  32 48 31.36078(N)    091 11 49.95501(W) AD(       ) 4
 CP2836  NAD 83(1986)-  32 48 31.36786(N)    091 11 49.95092(W) AD(       ) 4
 CP2836  NAD 27      -  32 48 30.90069(N)    091 11 49.55685(W) AD(       ) 3
 CP2836
 CP2836.Superseded values are not recommended for survey control.
 CP2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2836.See file dsdata.txt to determine how the superseded data were derived.
 CP2836
 CP2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6878331520(NAD 83)
 CP2836_MARKER: 53 = ELEVATED TANK
 CP2836
 CP2836  HISTORY     - Date     Condition        Report By
 CP2836  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2836
 CP2836                          STATION DESCRIPTION
 CP2836
 CP2836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2836'FEDERAL COMPRESS WATER TANK IS LOCATED ABOUT 1 MILE WEST-NORTHWEST
 CP2836'OF LAKE PROVIDENCE AND ON THE WEST SIDE OF U.S. HIGHWAY 65.
 CP2836'
 CP2836'A STEEL TANK, 125 FEET IN HEIGHT, SILVER IN COLOR AND
 CP2836'SUPPORTED BY 4 STEEL LEGS.
 CP2836'
 CP2836'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2833 ***********************************************************************
 CP2833  DESIGNATION -  LAKE PROVIDENCE FLEEMAN MAST
 CP2833  PID         -  CP2833
 CP2833  STATE/COUNTY-  LA/EAST CARROLL
 CP2833  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2833
 CP2833                         *CURRENT SURVEY CONTROL
 CP2833  ___________________________________________________________________
 CP2833* NAD 83(1992)-  32 46 39.34014(N)    091 10 48.83175(W)     ADJUSTED  
 CP2833* NAVD 88     -                                                        
 CP2833  ___________________________________________________________________
 CP2833  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CP2833  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2833
 CP2833  HORZ ORDER  -  THIRD
 CP2833
 CP2833.The horizontal coordinates were established by classical geodetic methods
 CP2833.and adjusted by the National Geodetic Survey in May 1994..
 CP2833
 CP2833
 CP2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2833
 CP2833.The geoid height was determined by GEOID03.
 CP2833
 CP2833;                    North         East     Units Scale Factor Converg.
 CP2833;SPC LA N     -   253,291.828 1,123,645.466   MT  1.00002717   +0 41 51.9
 CP2833;SPC LA N     -   831,008.27  3,686,493.50   sFT  1.00002717   +0 41 51.9
 CP2833;SPC MS W     -   363,692.738   620,659.477   MT  1.00002759   -0 27 30.7
 CP2833;SPC MS W     - 1,193,215.26  2,036,280.30   sFT  1.00002759   -0 27 30.7
 CP2833;UTM  15      - 3,628,097.056   670,432.406   MT  0.99995818   +0 59 07.5
 CP2833
 CP2833                          SUPERSEDED SURVEY CONTROL
 CP2833
 CP2833  NAD 83(1992)-  32 46 39.34914(N)    091 10 48.82581(W) AD(       ) 4
 CP2833  NAD 83(1986)-  32 46 39.35257(N)    091 10 48.82541(W) AD(       ) 4
 CP2833  NAD 27      -  32 46 38.88300(N)    091 10 48.43200(W) AD(       ) 3
 CP2833
 CP2833.Superseded values are not recommended for survey control.
 CP2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2833.See file dsdata.txt to determine how the superseded data were derived.
 CP2833
 CP2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7043228097(NAD 83)
 CP2833_MARKER: 42 = RADIO/TV MAST
 CP2833
 CP2833  HISTORY     - Date     Condition        Report By
 CP2833  HISTORY     - 1958     FIRST OBSERVED   CGS
 CP2833
 CP2833                          STATION DESCRIPTION
 CP2833
 CP2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2833'THE STATION IS THE TOP-CENTER OF THE MAST.  THE MAST IS ABOUT
 CP2833'1-1/2 MILES SOUTH OF THE CENTER OF LAKE PROVIDENCE, 0.1 MILE
 CP2833'WEST OF U.S. HIGHWAY 65 AND 100 FEET EAST OF THE CENTER OF
 CP2833'THE EAST SIDE OF A SMALL HANGAR.  IT IS A VERTICAL, STEEL MAST,
 CP2833'ORANGE AND WHITE IN COLOR AND 150 FEET HIGH.  THERE ARE TWO
 CP2833'FLASHING RED LIGHTS ON THE NORTH TOP SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2835 ***********************************************************************
 CP2835  DESIGNATION -  LAKE PROVIDENCE MUN TANK
 CP2835  PID         -  CP2835
 CP2835  STATE/COUNTY-  LA/EAST CARROLL
 CP2835  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2835
 CP2835                         *CURRENT SURVEY CONTROL
 CP2835  ___________________________________________________________________
 CP2835* NAD 83(1992)-  32 48 13.54049(N)    091 11 08.50155(W)     ADJUSTED  
 CP2835* NAVD 88     -                                                        
 CP2835  ___________________________________________________________________
 CP2835  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CP2835  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2835
 CP2835  HORZ ORDER  -  THIRD
 CP2835
 CP2835.The horizontal coordinates were established by classical geodetic methods
 CP2835.and adjusted by the National Geodetic Survey in May 1994..
 CP2835
 CP2835
 CP2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2835
 CP2835.The geoid height was determined by GEOID03.
 CP2835
 CP2835;                    North         East     Units Scale Factor Converg.
 CP2835;SPC LA N     -   256,187.396 1,123,098.406   MT  1.00003413   +0 41 41.5
 CP2835;SPC LA N     -   840,508.15  3,684,698.69   sFT  1.00003413   +0 41 41.5
 CP2835;UTM  15      - 3,630,989.625   669,870.841   MT  0.99995582   +0 58 59.4
 CP2835
 CP2835                          SUPERSEDED SURVEY CONTROL
 CP2835
 CP2835  NAD 83(1992)-  32 48 13.54586(N)    091 11 08.49948(W) AD(       ) 4
 CP2835  NAD 83(1986)-  32 48 13.55302(N)    091 11 08.49491(W) AD(       ) 4
 CP2835  NAD 27      -  32 48 13.08418(N)    091 11 08.10179(W) AD(       ) 3
 CP2835
 CP2835.Superseded values are not recommended for survey control.
 CP2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2835.See file dsdata.txt to determine how the superseded data were derived.
 CP2835
 CP2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6987130990(NAD 83)
 CP2835_MARKER: 53 = ELEVATED TANK
 CP2835
 CP2835  HISTORY     - Date     Condition        Report By
 CP2835  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2835
 CP2835                          STATION DESCRIPTION
 CP2835
 CP2835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2835'MUNICIPAL WATER TANK IS LOCATED IN THE NORTHWEST ANGLE OF THE
 CP2835'THIRD STREET-HARDING STREET INTERSECTION IN LAKE PROVIDENCE.
 CP2835'
 CP2835'A STEEL TANK, 140 FEET IN HEIGHT, BLUE IN COLOR AND SUPPORTED
 CP2835'BY 6 STEEL LEGS.
 CP2835'
 CP2835'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2828 ***********************************************************************
 CP2828  DESIGNATION -  LAKE PROVIDENCE RAD KLPL MAST
 CP2828  PID         -  CP2828
 CP2828  STATE/COUNTY-  LA/EAST CARROLL
 CP2828  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2828
 CP2828                         *CURRENT SURVEY CONTROL
 CP2828  ___________________________________________________________________
 CP2828* NAD 83(1992)-  32 48 59.32492(N)    091 12 22.58516(W)     ADJUSTED  
 CP2828* NAVD 88     -                                                        
 CP2828  ___________________________________________________________________
 CP2828  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CP2828  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2828
 CP2828  HORZ ORDER  -  THIRD
 CP2828
 CP2828.The horizontal coordinates were established by classical geodetic methods
 CP2828.and adjusted by the National Geodetic Survey in May 1994..
 CP2828
 CP2828
 CP2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2828
 CP2828.The geoid height was determined by GEOID03.
 CP2828
 CP2828;                    North         East     Units Scale Factor Converg.
 CP2828;SPC LA N     -   257,574.583 1,121,154.242   MT  1.00003759   +0 41 02.4
 CP2828;SPC LA N     -   845,059.28  3,678,320.21   sFT  1.00003759   +0 41 02.4
 CP2828;SPC MS W     -   368,024.899   618,255.221   MT  1.00003236   -0 28 23.2
 CP2828;SPC MS W     - 1,207,428.36  2,028,392.34   sFT  1.00003236   -0 28 23.2
 CP2828;UTM  15      - 3,632,366.895   667,919.886   MT  0.99994769   +0 58 20.4
 CP2828
 CP2828                          SUPERSEDED SURVEY CONTROL
 CP2828
 CP2828  NAD 83(1992)-  32 48 59.33136(N)    091 12 22.58021(W) AD(       ) 4
 CP2828  NAD 83(1986)-  32 48 59.33748(N)    091 12 22.57860(W) AD(       ) 4
 CP2828  NAD 27      -  32 48 58.87300(N)    091 12 22.17800(W) AD(       ) 3
 CP2828
 CP2828.Superseded values are not recommended for survey control.
 CP2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2828.See file dsdata.txt to determine how the superseded data were derived.
 CP2828
 CP2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6792032367(NAD 83)
 CP2828_MARKER: 42 = RADIO/TV MAST
 CP2828
 CP2828  HISTORY     - Date     Condition        Report By
 CP2828  HISTORY     - 1958     FIRST OBSERVED   CGS
 CP2828
 CP2828                          STATION DESCRIPTION
 CP2828
 CP2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2828'THE STATION IS THE TOP-CENTER OF THE MAST.  IT IS 0.1 MILE
 CP2828'SOUTH OF U.S. HIGHWAY 65 AND ABOUT 2 MILES NORTHWEST OF THE
 CP2828'CENTER OF LAKE PROVIDENCE.  IT IS A VERTICAL STEEL MAST, RED
 CP2828'AND WHITE IN COLOR AND 152 FEET HIGH.  THERE ARE TWO STEADY
 CP2828'RED LIGHTS ON THE TOP NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2858 ***********************************************************************
 AA2858  DESIGNATION -  LAKE RM 2
 AA2858  PID         -  AA2858
 AA2858  STATE/COUNTY-  LA/EAST CARROLL
 AA2858  USGS QUAD   -  LAKE PROVIDENCE (1994)
 AA2858
 AA2858                         *CURRENT SURVEY CONTROL
 AA2858  ___________________________________________________________________
 AA2858* NAD 83(1986)-  32 49 25.     (N)    091 13 15.     (W)     SCALED    
 AA2858* NAVD 88     -        31.293  (meters)     102.67   (feet)  ADJUSTED  
 AA2858  ___________________________________________________________________
 AA2858  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AA2858  DYNAMIC HT  -          31.259 (meters)     102.56  (feet)  COMP
 AA2858  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 AA2858
 AA2858  VERT ORDER  -  SECOND    CLASS I
 AA2858
 AA2858.The horizontal coordinates were scaled from a topographic map and have
 AA2858.an estimated accuracy of +/- 6 seconds.
 AA2858
 AA2858.The orthometric height was determined by differential leveling
 AA2858.and adjusted by the National Geodetic Survey in May 1997..
 AA2858
 AA2858.The geoid height was determined by GEOID03.
 AA2858
 AA2858.The dynamic height is computed by dividing the NAVD 88
 AA2858.geopotential number by the normal gravity value computed on the
 AA2858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2858.degrees latitude (g = 980.6199 gals.).
 AA2858
 AA2858.The modeled gravity was interpolated from observed gravity values.
 AA2858
 AA2858;                    North         East    Units  Estimated Accuracy
 AA2858;SPC LA N     -   258,350.    1,119,780.      MT  (+/- 180 meters Scaled)
 AA2858
 AA2858                          SUPERSEDED SURVEY CONTROL
 AA2858
 AA2858.No superseded survey control is available for this station.
 AA2858
 AA2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS665331(NAD 83)
 AA2858_MARKER: DR = REFERENCE MARK DISK
 AA2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2858_STAMPING: LAKE RM 2 1970
 AA2858_MARK LOGO: LADHGS
 AA2858_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2858+STABILITY: SURFACE MOTION
 AA2858
 AA2858  HISTORY     - Date     Condition        Report By
 AA2858  HISTORY     - 1970     MONUMENTED       LADH
 AA2858  HISTORY     - 19870115 GOOD             LADTD
 AA2858
 AA2858                          STATION DESCRIPTION
 AA2858
 AA2858'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2858'ABOUT 4.8 KM (3.00 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2858'LAKE PROVIDENCE TO A BLACKTOP ROAD LEADING SOUTHWEST JUST SOUTH OF THE
 AA2858'HUGH MOTEL, THENCE 0.6 KM (0.35 MI) SOUTHWEST ON THE BLACKTOP ROAD TO
 AA2858'THE RAILROAD CROSSING AND THE MARK ON THE RIGHT, 8.2 M (26.9 FT)
 AA2858'SOUTHEAST OF THE CENTER OF A DRAIN CULVERT UNDER THE RAILROAD TRACKS,
 AA2858'7.6 M (24.9 FT) WEST OF A RAILROAD CROSSING SIGN AND 2.7 M (8.9 FT)
 AA2858'NORTHEAST OF THE EAST RAIL ON THE MISSOURI PACIFIC RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4300 ***********************************************************************
 BJ4300  DESIGNATION -  LAKE STATION NO 1 1953
 BJ4300  PID         -  BJ4300
 BJ4300  STATE/COUNTY-  LA/JEFFERSON
 BJ4300  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4300
 BJ4300                         *CURRENT SURVEY CONTROL
 BJ4300  ___________________________________________________________________
 BJ4300* NAD 83(1992)-  30 08 58.55457(N)    090 12 16.76649(W)     ADJUSTED  
 BJ4300* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BJ4300  ___________________________________________________________________
 BJ4300  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ4300  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BJ4300
 BJ4300  HORZ ORDER  -  FIRST
 BJ4300
 BJ4300.The horizontal coordinates were established by classical geodetic methods
 BJ4300.and adjusted by the National Geodetic Survey in January 1993..
 BJ4300
 BJ4300.The orthometric height was scaled from a topographic map.
 BJ4300
 BJ4300.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4300
 BJ4300.The geoid height was determined by GEOID03.
 BJ4300
 BJ4300;                    North         East     Units Scale Factor Converg.
 BJ4300;SPC LA S     -   183,384.229 1,108,728.569   MT  0.99992910   +0 33 51.7
 BJ4300;SPC LA S     -   601,653.09  3,637,553.65   sFT  0.99992910   +0 33 51.7
 BJ4300;UTM  15      - 3,338,662.824   769,252.347   MT  1.00049451   +1 24 17.4
 BJ4300
 BJ4300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4300!SPC LA S     -   1.00000416  x   0.99992910  =   0.99993326
 BJ4300!UTM  15      -   1.00000416  x   1.00049451  =   1.00049868
 BJ4300
 BJ4300:                Primary Azimuth Mark                     Grid Az
 BJ4300:SPC LA S     -  RADIO STATION WWL SOUTH MAST             196 17 59.5
 BJ4300:UTM  15      -  RADIO STATION WWL SOUTH MAST             195 27 33.8
 BJ4300
 BJ4300|---------------------------------------------------------------------|
 BJ4300| PID    Reference Object                     Distance      Geod. Az  |
 BJ4300|                                                           dddmmss.s |
 BJ4300| BJ4283 RADIO STATION WWL SOUTH MAST        APPROX.12.9 KM 1965151.2 |
 BJ4300| BJ4284 RADIO STATION WWL NORTH MAST        APPROX.12.8 KM 1970208.1 |
 BJ4300|---------------------------------------------------------------------|
 BJ4300
 BJ4300                          SUPERSEDED SURVEY CONTROL
 BJ4300
 BJ4300  NAD 83(1986)-  30 08 58.56908(N)    090 12 16.76452(W) AD(       ) 1
 BJ4300  NAD 27      -  30 08 57.85298(N)    090 12 16.48596(W) AD(       ) 1
 BJ4300
 BJ4300.Superseded values are not recommended for survey control.
 BJ4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4300.See file dsdata.txt to determine how the superseded data were derived.
 BJ4300
 BJ4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6925238663(NAD 83)
 BJ4300_MARKER: N = NAIL
 BJ4300_SETTING: 0 = UNSPECIFIED SETTING
 BJ4300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4300
 BJ4300  HISTORY     - Date     Condition        Report By
 BJ4300  HISTORY     - 1953     MONUMENTED       CGS
 BJ4300
 BJ4300                          STATION DESCRIPTION
 BJ4300
 BJ4300'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4300'THE STATION IS LOCATED IN THE SOUTHWEST PART OF LAKE PONTCHARTRAIN,
 BJ4300'ABOUT 16 MILES SOUTH OF MADISONVILLE AND ABOUT 10 MILES
 BJ4300'NORTHWEST OF THE NEW CANAL LIGHT HOUSE (WHICH IS AT THE
 BJ4300'EXTREME NORTH EDGE OF NEW ORLEANS).  THE STATION IS MARKED
 BJ4300'BY A LARGE PILING WHICH HAS A NAIL NEAR THE CENTER WITH A
 BJ4300'CROSS ON THE HEAD OF IT.  THE PILING PROJECTS ABOUT 25 FEET
 BJ4300'ABOVE THE WATER.
 BJ4300'
 BJ4300'THE STATION CAN BE REACHED BY BOAT FROM THE NEW CANAL LIGHT
 BJ4300'HOUSE BY FOLLOWING A COMPASS COURSE OF 315 DEGREES.
 BJ4300'
 BJ4300'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4239 ***********************************************************************
 BJ4239  DESIGNATION -  LAKE STATION NO 2 1953
 BJ4239  PID         -  BJ4239
 BJ4239  STATE/COUNTY-  LA/ORLEANS
 BJ4239  USGS QUAD   -  SPANISH FORT NE (1972)
 BJ4239
 BJ4239                         *CURRENT SURVEY CONTROL
 BJ4239  ___________________________________________________________________
 BJ4239* NAD 83(1992)-  30 07 33.98992(N)    090 06 10.68461(W)     ADJUSTED  
 BJ4239* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BJ4239  **This station is located in a subsidence area (see below).
 BJ4239  ___________________________________________________________________
 BJ4239  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4239  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BJ4239
 BJ4239  HORZ ORDER  -  FIRST
 BJ4239
 BJ4239.The horizontal coordinates were established by classical geodetic methods
 BJ4239.and adjusted by the National Geodetic Survey in January 1993..
 BJ4239
 BJ4239 ** The orthometric height has not been validated since last determined
 BJ4239 ** by differential leveling and should not be used for control purposes.
 BJ4239 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4239 ** area with valid NAVD 88 orthometric heights.
 BJ4239 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4239 ** epoch indicated which incorporates improved geoid heights for the
 BJ4239 ** Southern Louisiana Subsidence area.
 BJ4239 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4239.The orthometric height was scaled from a topographic map.
 BJ4239
 BJ4239.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4239
 BJ4239.The geoid height was determined by GEOID03.
 BJ4239
 BJ4239;                    North         East     Units Scale Factor Converg.
 BJ4239;SPC LA S     -   180,881.402 1,118,552.196   MT  0.99992812   +0 36 54.7
 BJ4239;SPC LA S     -   593,441.73  3,669,783.33   sFT  0.99992812   +0 36 54.7
 BJ4239;UTM  15      - 3,336,302.893   779,117.522   MT  1.00056128   +1 27 17.9
 BJ4239
 BJ4239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4239!SPC LA S     -   1.00000416  x   0.99992812  =   0.99993228
 BJ4239!UTM  15      -   1.00000416  x   1.00056128  =   1.00056544
 BJ4239
 BJ4239:                Primary Azimuth Mark                     Grid Az
 BJ4239:SPC LA S     -  INDUSTRIAL CANAL LIGHT                   145 19 15.2
 BJ4239:UTM  15      -  INDUSTRIAL CANAL LIGHT                   144 28 52.0
 BJ4239
 BJ4239|---------------------------------------------------------------------|
 BJ4239| PID    Reference Object                     Distance      Geod. Az  |
 BJ4239|                                                           dddmmss.s |
 BJ4239| BJ4255 INDUSTRIAL CANAL LIGHT              APPROX.11.3 KM 1455609.9 |
 BJ4239| BJ4247 LAKE PONTCHARTRAIN FLASHING LT      APPROX.11.0 KM 1851013.4 |
 BJ4239| BJ4283 RADIO STATION WWL SOUTH MAST        APPROX.16.7 KM 2341428.9 |
 BJ4239| BJ4284 RADIO STATION WWL NORTH MAST        APPROX.16.6 KM 2343638.4 |
 BJ4239|---------------------------------------------------------------------|
 BJ4239
 BJ4239                          SUPERSEDED SURVEY CONTROL
 BJ4239
 BJ4239  NAD 83(1986)-  30 07 34.00456(N)    090 06 10.68369(W) AD(       ) 1
 BJ4239  NAD 27      -  30 07 33.28282(N)    090 06 10.41998(W) AD(       ) 1
 BJ4239
 BJ4239.Superseded values are not recommended for survey control.
 BJ4239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4239.See file dsdata.txt to determine how the superseded data were derived.
 BJ4239
 BJ4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7911836303(NAD 83)
 BJ4239_MARKER: N = NAIL
 BJ4239_SETTING: 0 = UNSPECIFIED SETTING
 BJ4239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4239
 BJ4239  HISTORY     - Date     Condition        Report By
 BJ4239  HISTORY     - 1953     MONUMENTED       CGS
 BJ4239
 BJ4239                          STATION DESCRIPTION
 BJ4239
 BJ4239'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4239'THE STATION IS LOCATED IN THE SOUTH-CENTRAL PART OF LAKE
 BJ4239'PONTCHARTRAIN, ABOUT 6.6 MILES DUE NORTH OF THE NEW CANAL
 BJ4239'LIGHTHOUSE AND U.S. COAST GUARD STATION IN THE NORTH EDGE OF
 BJ4239'NEW ORLEANS.  THE STATION IS MARKED BY A CROSS ON A NAIL
 BJ4239'HEAD DRIVEN NEAR THE CENTER OF THE TOP OF A LARGE PILING
 BJ4239'PROJECTING ABOUT 20 FEET ABOVE THE WATER.
 BJ4239'
 BJ4239'THE STATION WAS REACHED FROM THE NEW CANAL LIGHTHOUSE BY
 BJ4239'BOAT BY GOING DUE NORTH FOR 6.6 MILES.
 BJ4239'
 BJ4239'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4226 ***********************************************************************
 BJ4226  DESIGNATION -  LAKE STATION NO 3 1953
 BJ4226  PID         -  BJ4226
 BJ4226  STATE/COUNTY-  LA/ST TAMMANY
 BJ4226  USGS QUAD   -  COVINGTON SW (1972)
 BJ4226
 BJ4226                         *CURRENT SURVEY CONTROL
 BJ4226  ___________________________________________________________________
 BJ4226* NAD 83(1992)-  30 15 01.75385(N)    090 10 20.96572(W)     ADJUSTED  
 BJ4226* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BJ4226  ___________________________________________________________________
 BJ4226  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4226  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BJ4226
 BJ4226  HORZ ORDER  -  FIRST
 BJ4226
 BJ4226.The horizontal coordinates were established by classical geodetic methods
 BJ4226.and adjusted by the National Geodetic Survey in January 1993..
 BJ4226
 BJ4226.The orthometric height was scaled from a topographic map.
 BJ4226
 BJ4226.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4226
 BJ4226.The geoid height was determined by GEOID03.
 BJ4226
 BJ4226;                    North         East     Units Scale Factor Converg.
 BJ4226;SPC LA S     -   194,597.948 1,111,713.901   MT  0.99993520   +0 34 49.6
 BJ4226;SPC LA S     -   638,443.43  3,647,348.02   sFT  0.99993520   +0 34 49.6
 BJ4226;UTM  15      - 3,349,925.675   772,074.049   MT  1.00051335   +1 25 31.2
 BJ4226
 BJ4226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4226!SPC LA S     -   1.00000418  x   0.99993520  =   0.99993938
 BJ4226!UTM  15      -   1.00000418  x   1.00051335  =   1.00051754
 BJ4226
 BJ4226:                Primary Azimuth Mark                     Grid Az
 BJ4226:SPC LA S     -  MANDEVILLE AERO LIGHT                    046 23 53.9
 BJ4226:UTM  15      -  MANDEVILLE AERO LIGHT                    045 33 12.3
 BJ4226
 BJ4226|---------------------------------------------------------------------|
 BJ4226| PID    Reference Object                     Distance      Geod. Az  |
 BJ4226|                                                           dddmmss.s |
 BJ4226| BJ4218 MANDEVILLE AERO LIGHT               APPROX.15.5 KM 0465843.5 |
 BJ4226| BJ4216 SOUTHEAST LA STATE HOSP TANK        APPROX.18.5 KM 0540536.4 |
 BJ4226| BJ4325 PASS MANCHAC LIGHTHOUSE             APPROX.13.1 KM 2930117.5 |
 BJ4226| BJ4324 LIGHT                               APPROX.13.1 KM 2930426.5 |
 BJ4226| BJ4323 PASS MANCHAC E CHAN LT WHITE        APPROX.12.3 KM 2985501.5 |
 BJ4226|---------------------------------------------------------------------|
 BJ4226
 BJ4226                          SUPERSEDED SURVEY CONTROL
 BJ4226
 BJ4226  NAD 83(1986)-  30 15 01.76651(N)    090 10 20.96406(W) AD(       ) 1
 BJ4226  NAD 27      -  30 15 01.05484(N)    090 10 20.68488(W) AD(       ) 1
 BJ4226
 BJ4226.Superseded values are not recommended for survey control.
 BJ4226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4226.See file dsdata.txt to determine how the superseded data were derived.
 BJ4226
 BJ4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7207449926(NAD 83)
 BJ4226_MARKER: N = NAIL
 BJ4226_SETTING: 0 = UNSPECIFIED SETTING
 BJ4226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4226
 BJ4226  HISTORY     - Date     Condition        Report By
 BJ4226  HISTORY     - 1953     MONUMENTED       CGS
 BJ4226
 BJ4226                          STATION DESCRIPTION
 BJ4226
 BJ4226'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4226'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF MANDEVILLE
 BJ4226'AND ABOUT 8 MILES SOUTH OF MADISONVILLE IN THE NORTH CENTRAL
 BJ4226'PART OF LAKE PONTCHARTRAIN.  THE STATION WAS ESTABLISHED IN
 BJ4226'ABOUT 15 FEET OF WATER AND WAS CONSTRUCTED OF PILING AND PLANK.
 BJ4226'THE INSTRUMENT WAS PLUMBED OVER A CROSS ON A NAIL HEAD AT ONE
 BJ4226'END OF THE PILE.
 BJ4226'
 BJ4226'TO REACH THE STATION FROM MADISONVILLE FOLLOW A COMPASS COURSE OF
 BJ4226'177 DEGREES FOR ABOUT 8 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4240 ***********************************************************************
 BJ4240  DESIGNATION -  LAKE STATION NO 4 1953
 BJ4240  PID         -  BJ4240
 BJ4240  STATE/COUNTY-  LA/ST TAMMANY
 BJ4240  USGS QUAD   -  SPANISH FORT NE (1972)
 BJ4240
 BJ4240                         *CURRENT SURVEY CONTROL
 BJ4240  ___________________________________________________________________
 BJ4240* NAD 83(1992)-  30 13 40.81191(N)    090 04 39.63777(W)     ADJUSTED  
 BJ4240* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BJ4240  ___________________________________________________________________
 BJ4240  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ4240  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BJ4240
 BJ4240  HORZ ORDER  -  FIRST
 BJ4240
 BJ4240.The horizontal coordinates were established by classical geodetic methods
 BJ4240.and adjusted by the National Geodetic Survey in May 1994..
 BJ4240
 BJ4240.The orthometric height was scaled from a topographic map.
 BJ4240
 BJ4240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4240
 BJ4240.The geoid height was determined by GEOID03.
 BJ4240
 BJ4240;                    North         East     Units Scale Factor Converg.
 BJ4240;SPC LA S     -   192,201.988 1,120,865.234   MT  0.99993357   +0 37 40.2
 BJ4240;SPC LA S     -   630,582.69  3,677,372.02   sFT  0.99993357   +0 37 40.2
 BJ4240;UTM  15      - 3,347,663.494   781,265.313   MT  1.00057611   +1 28 19.9
 BJ4240;UTM  16      - 3,348,058.191   203,775.312   MT  1.00068272   -1 33 02.0
 BJ4240
 BJ4240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4240!SPC LA S     -   1.00000418  x   0.99993357  =   0.99993775
 BJ4240!UTM  15      -   1.00000418  x   1.00057611  =   1.00058029
 BJ4240!UTM  16      -   1.00000418  x   1.00068272  =   1.00068690
 BJ4240
 BJ4240:                Primary Azimuth Mark                     Grid Az
 BJ4240:SPC LA S     -  LACOMBE BAYOU LIGHT                      075 11 13.8
 BJ4240:UTM  15      -  LACOMBE BAYOU LIGHT                      074 20 34.1
 BJ4240:UTM  16      -  LACOMBE BAYOU LIGHT                      077 21 56.0
 BJ4240
 BJ4240|---------------------------------------------------------------------|
 BJ4240| PID    Reference Object                     Distance      Geod. Az  |
 BJ4240|                                                           dddmmss.s |
 BJ4240| BH2881 LACOMBE BAYOU LIGHT                 APPROX.12.5 KM 0754854.0 |
 BJ4240|---------------------------------------------------------------------|
 BJ4240
 BJ4240                          SUPERSEDED SURVEY CONTROL
 BJ4240
 BJ4240  NAD 83(1992)-  30 13 40.81191(N)    090 04 39.63754(W) AD(       ) 1
 BJ4240  NAD 83(1986)-  30 13 40.82414(N)    090 04 39.63676(W) AD(       ) 1
 BJ4240  NAD 27      -  30 13 40.10758(N)    090 04 39.37017(W) AD(       ) 1
 BJ4240
 BJ4240.Superseded values are not recommended for survey control.
 BJ4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4240.See file dsdata.txt to determine how the superseded data were derived.
 BJ4240
 BJ4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8126547663(NAD 83)
 BJ4240_MARKER: N = NAIL
 BJ4240_SETTING: 0 = UNSPECIFIED SETTING
 BJ4240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4240
 BJ4240  HISTORY     - Date     Condition        Report By
 BJ4240  HISTORY     - 1953     MONUMENTED       CGS
 BJ4240
 BJ4240                          STATION DESCRIPTION
 BJ4240
 BJ4240'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4240'THE STATION IS LOCATED IN THE NORTHEAST PART OF LAKE
 BJ4240'PONTCHARTRAIN IN ABOUT 15 FEET OF WATER.  IT IS ABOUT 13.5
 BJ4240'STATUE MILES SOUTH-SOUTHEAST OF MADISONVILLE, 10-1/4 NAUTICAL
 BJ4240'MILES ON MAGNETIC COMPASS BEARING 146 DEGREES FROM THE
 BJ4240'TCHEFUNCTA RIVER LIGHTHOUSE, 10-1/4 STATUTE MILES SOUTH OF
 BJ4240'MANDEVILLE AND 6-3/4 NAUTICAL MILES ON MAGNETIC COMPASS
 BJ4240'BEARING 255 DEGREES FROM THE LACOMBE BAYOU LIGHT.  THE STATION
 BJ4240'IS MARKED BY A CROSS IN A NAIL HEAD DRIVEN NEAR THE CENTER OF
 BJ4240'A LARGE PILING AND PROJECTS ABOUT 16 FEET ABOVE THE SURFACE
 BJ4240'OF THE WATER.
 BJ4240'
 BJ4240'THE STATION WAS REACHED FROM THE TCHEFUNCTA RIVER LIGHTHOUSE
 BJ4240'SOUTH OF MADISONVILLE BY FOLLOWING A MAGNETIC COMPASS BEARING
 BJ4240'ON COURSE 146 DEGREES BY SMALL CRAFT FOR ABOUT 10-1/4 NAUTICAL
 BJ4240'MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0723 ***********************************************************************
 AV0723  DESIGNATION -  LAKE USGS 1932
 AV0723  PID         -  AV0723
 AV0723  STATE/COUNTY-  LA/VERMILION
 AV0723  USGS QUAD   -  LAKE LE BLEU (1979)
 AV0723
 AV0723                         *CURRENT SURVEY CONTROL
 AV0723  ___________________________________________________________________
 AV0723* NAD 83(1992)-  29 48 54.96712(N)    092 33 08.25439(W)     ADJUSTED  
 AV0723* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0723  **This station is located in a subsidence area (see below).
 AV0723  ___________________________________________________________________
 AV0723  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AV0723  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AV0723
 AV0723  HORZ ORDER  -  THIRD
 AV0723
 AV0723.The horizontal coordinates were established by classical geodetic methods
 AV0723.and adjusted by the National Geodetic Survey in January 1993..
 AV0723
 AV0723 ** The orthometric height has not been validated since last determined
 AV0723 ** by differential leveling and should not be used for control purposes.
 AV0723 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0723 ** area with valid NAVD 88 orthometric heights.
 AV0723 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0723 ** epoch indicated which incorporates improved geoid heights for the
 AV0723 ** Southern Louisiana Subsidence area.
 AV0723 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0723.The orthometric height was scaled from a topographic map.
 AV0723
 AV0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0723
 AV0723.The geoid height was determined by GEOID03.
 AV0723
 AV0723;                    North         East     Units Scale Factor Converg.
 AV0723;SPC LA S     -   146,416.934   882,180.263   MT  0.99993096   -0 36 34.2
 AV0723;SPC LA S     -   480,369.56  2,894,286.41   sFT  0.99993096   -0 36 34.2
 AV0723;UTM  15      - 3,298,399.946   543,260.290   MT  0.99962309   +0 13 21.4
 AV0723
 AV0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0723!SPC LA S     -   1.00000399  x   0.99993096  =   0.99993495
 AV0723!UTM  15      -   1.00000399  x   0.99962309  =   0.99962707
 AV0723
 AV0723:                Primary Azimuth Mark                     Grid Az
 AV0723:SPC LA S     -  CROWLEY TOWER USGS                       034 55 38.8
 AV0723:UTM  15      -  CROWLEY TOWER USGS                       034 05 43.2
 AV0723
 AV0723|---------------------------------------------------------------------|
 AV0723| PID    Reference Object                     Distance      Geod. Az  |
 AV0723|                                                           dddmmss.s |
 AV0723| AV0720 CROWLEY TOWER USGS                  APPROX. 6.7 KM 0341904.6 |
 AV0723| AV0683 MERIDIAN USGS 1932                  APPROX.14.2 KM 1042948.1 |
 AV0723| AV0721 WHITE LAKE LIGHT WEST               APPROX. 7.6 KM 2264416.2 |
 AV0723|---------------------------------------------------------------------|
 AV0723
 AV0723                          SUPERSEDED SURVEY CONTROL
 AV0723
 AV0723  NAD 83(1986)-  29 48 54.98628(N)    092 33 08.24399(W) AD(       ) 3
 AV0723  NAD 27      -  29 48 54.22700(N)    092 33 07.75400(W) AD(       ) 3
 AV0723
 AV0723.Superseded values are not recommended for survey control.
 AV0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0723.See file dsdata.txt to determine how the superseded data were derived.
 AV0723
 AV0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4326098400(NAD 83)
 AV0723_MARKER: DD = SURVEY DISK
 AV0723_SETTING: 0 = UNSPECIFIED SETTING
 AV0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0723
 AV0723  HISTORY     - Date     Condition        Report By
 AV0723  HISTORY     - 1932     MONUMENTED       USGS
 AV0723  HISTORY     - 1945     GOOD             LOCENG
 AV0723  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0723  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0723
 AV0723                          STATION DESCRIPTION
 AV0723
 AV0723'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (JML)
 AV0723'ON N SHORE OF WHITE LAKE, 70 FEET N OF SHORE LINE IN THE
 AV0723'S HALF OF SEC. 15, T 14 S, R 2 W, NEAR E END OF LINE OF
 AV0723'TREES ALONG SHORE.  IN CONCRETE POST BRONZE TABLET STAMPED
 AV0723'LAKE 1932.
 AV0723'
 AV0723'INSTRUMENT AND SIGNAL OVER STATION MARK.  INSTRUMENT ELEVATED
 AV0723'35 FEET.
 AV0723
 AV0723                          STATION RECOVERY (1945)
 AV0723
 AV0723'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (DFC)
 AV0723'RECOVERED BY STANOLIND OIL AND GAS COMPANY
 AV0723'
 AV0723'ORIGINAL CONCRETE MONUMENT RECOVERED INTACT.  HOWEVER, IT
 AV0723'WAS DIFFICULT TO FIND DUE TO DENSE GROWTH OF CANE.  A JOINT
 AV0723'OF 2-INCH CAST-IRON SOIL PIPE, 12 INCHES HIGH, UNDER A WOODEN
 AV0723'TOWER ON THE N EDGE OF WHITE LAKE BEARS S 46 DEG 18 MIN
 AV0723'W 83.7 FEET.  A JOINT OF 3-INCH CONCRETE PIPE, 3 FEET HIGH,
 AV0723'ON THE N EDGE OF WHITE LAKE AT THE MOUTH OF 20-FOOT WIDE
 AV0723'CANAL BEARS S 78 DEG 55 MIN E 1945 FEET.  A JOINT OF 3-INCH
 AV0723'CONCRETE PIPE, 3 FEET HIGH, ON THE N EDGE OF WHITE LAKE
 AV0723'AND 370 FEET W OF SMALL WHARF INTO LAKE BEARS S 75 DEG 42
 AV0723'MIN W 3,489 FEET.  THE BEARINGS GIVEN ARE GRID BEARINGS
 AV0723'ON PLANE COORDINATES FOR THE S ZONE OF LOUISIANA.
 AV0723
 AV0723                          STATION RECOVERY (1948)
 AV0723
 AV0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0723'NOT RECOVERED.  THE AREA WAS THOROUGHLY SEARCHED BUT THE
 AV0723'STATION COULD NOT BE FOUND.  THE AREA IS COVERED WITH DENSE,
 AV0723'TALL REEDS AND THE STATION MIGHT STILL BE IN PLACE.  THE
 AV0723'IRON PIPE DESCRIBED IN THE 1945 RECOVERY NOTE AS BEING ON
 AV0723'THE N EDGE OF THE LAKE AND BEARS S. 46 DEG 18 MIN W. AND
 AV0723'83.7 FEET IN DISTANCE WAS RECOVERED IN GOOD CONDITION.  THE
 AV0723'TOWER WHICH WAS OVER THE PIPE IN 1945 HAS BEEN REMOVED.
 AV0723
 AV0723                          STATION RECOVERY (1966)
 AV0723
 AV0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0723'THE STATION WAS SEARCHED FOR AND WAS CONSIDERED DESTROYED.
 AV0723'THE SHORE LINE IN THIS AREA HAS ERODED NEARLY 200 FEET,
 AV0723'DESTROYING THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4271 ***********************************************************************
 BJ4271  DESIGNATION -  LAKEFRONT APT AP STA A
 BJ4271  PID         -  BJ4271
 BJ4271  STATE/COUNTY-  LA/ORLEANS
 BJ4271  USGS QUAD   -  SPANISH FORT (1992)
 BJ4271
 BJ4271                         *CURRENT SURVEY CONTROL
 BJ4271  ___________________________________________________________________
 BJ4271* NAD 83(1992)-  30 02 12.33570(N)    090 01 12.78745(W)     ADJUSTED  
 BJ4271* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 BJ4271  **This station is located in a subsidence area (see below).
 BJ4271  ___________________________________________________________________
 BJ4271  X           -      -1,950.104 (meters)                     COMP
 BJ4271  Y           -  -5,526,196.208 (meters)                     COMP
 BJ4271  Z           -   3,173,889.657 (meters)                     COMP
 BJ4271  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4271  ELLIP HEIGHT-         -24.82  (meters)          (05/13/94) GPS OBS
 BJ4271  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BJ4271
 BJ4271  HORZ ORDER  -  SECOND
 BJ4271  ELLP ORDER  -  FOURTH    CLASS I
 BJ4271
 BJ4271.This mark is at Lakefront Airport (NEW)
 BJ4271
 BJ4271.The horizontal coordinates were established by GPS observations
 BJ4271.and adjusted by the National Geodetic Survey in May 1994..
 BJ4271
 BJ4271 ** The orthometric height has not been validated since last determined
 BJ4271 ** by differential leveling and should not be used for control purposes.
 BJ4271 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4271 ** area with valid NAVD 88 orthometric heights.
 BJ4271 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4271 ** epoch indicated which incorporates improved geoid heights for the
 BJ4271 ** Southern Louisiana Subsidence area.
 BJ4271 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4271.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4271
 BJ4271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4271
 BJ4271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4271
 BJ4271.The ellipsoidal height was determined by GPS observations
 BJ4271.and is referenced to NAD 83.
 BJ4271
 BJ4271.The geoid height was determined by GEOID03.
 BJ4271
 BJ4271;                    North         East     Units Scale Factor Converg.
 BJ4271;SPC LA S     -   171,066.656 1,126,638.671   MT  0.99992594   +0 39 23.7
 BJ4271;SPC LA S     -   561,241.19  3,696,313.71   sFT  0.99992594   +0 39 23.7
 BJ4271;UTM  15      - 3,326,601.022   787,352.118   MT  1.00061886   +1 29 33.3
 BJ4271;UTM  16      - 3,326,703.367   208,746.534   MT  1.00064672   -1 30 46.3
 BJ4271
 BJ4271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4271!SPC LA S     -   1.00000390  x   0.99992594  =   0.99992984
 BJ4271!UTM  15      -   1.00000390  x   1.00061886  =   1.00062276
 BJ4271!UTM  16      -   1.00000390  x   1.00064672  =   1.00065062
 BJ4271
 BJ4271:                Primary Azimuth Mark                     Grid Az
 BJ4271:SPC LA S     -  LAKEFRONT APT AP STA B                   268 35 50.1
 BJ4271:UTM  15      -  LAKEFRONT APT AP STA B                   267 45 40.5
 BJ4271:UTM  16      -  LAKEFRONT APT AP STA B                   270 46 00.1
 BJ4271
 BJ4271|---------------------------------------------------------------------|
 BJ4271| PID    Reference Object                     Distance      Geod. Az  |
 BJ4271|                                                           dddmmss.s |
 BJ4271| BJ4274 LAKEFRONT APT AP STA B              APPROX. 0.9 KM 2691513.8 |
 BJ4271|---------------------------------------------------------------------|
 BJ4271
 BJ4271                          SUPERSEDED SURVEY CONTROL
 BJ4271
 BJ4271  NAD 83(1992)-  30 02 12.33602(N)    090 01 12.78752(W) AD(       ) 2
 BJ4271  ELLIP H (11/16/93)  -24.82   (m)                       GP(       ) 4 2
 BJ4271  NAD 83(1992)-  30 02 12.33344(N)    090 01 12.78484(W) AD(       ) 2
 BJ4271  NAD 83(1986)-  30 02 12.34813(N)    090 01 12.78321(W) AD(       ) 2
 BJ4271  NAD 27      -  30 02 11.62373(N)    090 01 12.53145(W) AD(       ) 2
 BJ4271  NGVD 29 (11/16/93)    1.6    (m)            5.     (f) GPS OBS        
 BJ4271
 BJ4271.Superseded values are not recommended for survey control.
 BJ4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4271.See file dsdata.txt to determine how the superseded data were derived.
 BJ4271
 BJ4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8735226601(NAD 83)
 BJ4271_MARKER: DT = TOPOGRAPHIC STATION DISK
 BJ4271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4271_SP_SET: CONCRETE POST
 BJ4271_STAMPING: AP 1966 STA A
 BJ4271_MARK LOGO: CGS   
 BJ4271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4271+STABILITY: SURFACE MOTION
 BJ4271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4271+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 BJ4271
 BJ4271  HISTORY     - Date     Condition        Report By
 BJ4271  HISTORY     - 1966     MONUMENTED       CGS
 BJ4271  HISTORY     - 1966     GOOD             NOS
 BJ4271  HISTORY     - 1972     GOOD             NGS
 BJ4271  HISTORY     - 19900615 GOOD             NGS
 BJ4271  HISTORY     - 19921124 GOOD
 BJ4271  HISTORY     - 20010425 MARK NOT FOUND   NGS
 BJ4271
 BJ4271                          STATION DESCRIPTION
 BJ4271
 BJ4271'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (BNR)
 BJ4271'STATION IS 312.3 FT NW OF CENTERLINE AND END RNWY 31, 161.6 FT E OF A
 BJ4271'FIRE HYDRANT ON THE NE SIDE OF NATIONAL GUARD HANGAR, 150.0 FT SW OF
 BJ4271'CENTERLINE RNWY 26-8, 100.0 FT SW OF CENTERLINE RNWY 31-13, 73.0 FT
 BJ4271'NW OF FIRST RNWY LIGHT NW RNWY END 31, AND 6.3 FT S OF S EDGE OF
 BJ4271'E-W TAXIWAY.  STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A 8
 BJ4271'INCH SQUARE CONCRETE POST, STAMPED--AP 1966 STA A.
 BJ4271
 BJ4271                          STATION RECOVERY (1966)
 BJ4271
 BJ4271'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1966
 BJ4271'STATION IS LOCATED IN THE NORTH PART OF NEW ORLEANS NEAR LAKE
 BJ4271'PONCHATRAIN AT THE LAKEFRONT AIRPORT ON THE SOUTH SIDE OF RUNWAY END
 BJ4271'31.
 BJ4271'TO REACH THE STATION CONTACT THE AIRPORT MANGER FOR PERMISSION TO
 BJ4271'ACCESS THE CONTROLED SURFACE AREAS OF THE AIRFIELD.
 BJ4271'STATION IS A STANDARD TOPO DISK SET IN THE TOP OF AN 8 IN SQUARE
 BJ4271'CONCRETE POST STAMPED ---AP 1966 STA A--- 312.3 FT (95.2 M) NW OF
 BJ4271'CENTERLINE OF RUNWAY END 31, 161.6 FT (49.3 M) EAST OF A FIRE HYDRANT
 BJ4271'ON THE NE SIDE OF THE NATIONAL GUARD HANGER, 150.0 FT (45.7 M) SW OF
 BJ4271'CENTERLINE OF RUNWAY 9/27, 100.0 FT (30.5 M) SW OF CENTERLINE OF
 BJ4271'RUNWAY 13/31, 73.0 FT (22.3 M) NW OF FIRST RUNWAY LIGHT FROM RUNWAY
 BJ4271'END 31, AND 6.3 FT (1.9 M) SOUTH OF THE SOUTH EDGE OF THE E-W
 BJ4271'TAXIWAY.
 BJ4271
 BJ4271                          STATION RECOVERY (1972)
 BJ4271
 BJ4271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4271'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1966
 BJ4271'AIRPORT SURVEY CONTROL DATA.
 BJ4271
 BJ4271                          STATION RECOVERY (1990)
 BJ4271
 BJ4271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ4271'STATION IS 312.3 FT (95.2 M) NW OF C/L END RWY 31, 161.6 FT (49.3 M) E
 BJ4271'OF A FIRE HYDRANT ON THE NE SIDE OF THE NATIONAL GUARD HANGER, 150.0
 BJ4271'FT (45.7 M) SW OF C/L RWY 9/27, 100.0 FT (30.5 M) SW OF C/L RWY 13/31,
 BJ4271'73.0 FT (22.3 M) NW OF FIRST RWY END 31, AND 6.3 FT (1.9 M) S OF THE S
 BJ4271'EDGE OF THE E-W TAXIWAY.  STATION IS A STANDARD TOPOGRAPHIC DISK SET
 BJ4271'IN THE TOP OF A 8 INCH SQUARE CONCRETE POST STAMPED AP 1966 STA A.
 BJ4271
 BJ4271                          STATION RECOVERY (1992)
 BJ4271
 BJ4271'RECOVERED 1992
 BJ4271'RECOVERED IN GOOD CONDITION.
 BJ4271
 BJ4271                          STATION RECOVERY (2001)
 BJ4271
 BJ4271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 BJ4271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4274 ***********************************************************************
 BJ4274  DESIGNATION -  LAKEFRONT APT AP STA B
 BJ4274  PID         -  BJ4274
 BJ4274  STATE/COUNTY-  LA/ORLEANS
 BJ4274  USGS QUAD   -  SPANISH FORT (1992)
 BJ4274
 BJ4274                         *CURRENT SURVEY CONTROL
 BJ4274  ___________________________________________________________________
 BJ4274* NAD 83(1992)-  30 02 11.96806(N)    090 01 45.13324(W)     ADJUSTED  
 BJ4274* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 BJ4274  **This station is located in a subsidence area (see below).
 BJ4274  ___________________________________________________________________
 BJ4274  X           -      -2,816.707 (meters)                     COMP
 BJ4274  Y           -  -5,526,201.206 (meters)                     COMP
 BJ4274  Z           -   3,173,879.687 (meters)                     COMP
 BJ4274  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4274  ELLIP HEIGHT-         -25.16  (meters)          (01/10/02) GPS OBS
 BJ4274  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BJ4274
 BJ4274  HORZ ORDER  -  FIRST
 BJ4274  ELLP ORDER  -  FOURTH    CLASS II
 BJ4274
 BJ4274.This mark is at Lakefront Airport (NEW)
 BJ4274
 BJ4274.The horizontal coordinates were established by GPS observations
 BJ4274.and adjusted by the National Geodetic Survey in January 2002..
 BJ4274
 BJ4274 ** The orthometric height has not been validated since last determined
 BJ4274 ** by differential leveling and should not be used for control purposes.
 BJ4274 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4274 ** area with valid NAVD 88 orthometric heights.
 BJ4274 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4274 ** epoch indicated which incorporates improved geoid heights for the
 BJ4274 ** Southern Louisiana Subsidence area.
 BJ4274 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4274.The orthometric height was determined by GPS observations and a
 BJ4274.high-resolution geoid model.
 BJ4274
 BJ4274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4274
 BJ4274.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4274
 BJ4274.The ellipsoidal height was determined by GPS observations
 BJ4274.and is referenced to NAD 83.
 BJ4274
 BJ4274.The geoid height was determined by GEOID03.
 BJ4274
 BJ4274;                    North         East     Units Scale Factor Converg.
 BJ4274;SPC LA S     -   171,045.442 1,125,772.316   MT  0.99992594   +0 39 07.5
 BJ4274;SPC LA S     -   561,171.59  3,693,471.34   sFT  0.99992594   +0 39 07.5
 BJ4274;UTM  15      - 3,326,567.146   786,485.568   MT  1.00061273   +1 29 17.0
 BJ4274;UTM  16      - 3,326,714.971   207,879.370   MT  1.00065297   -1 31 02.5
 BJ4274
 BJ4274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4274!SPC LA S     -   1.00000395  x   0.99992594  =   0.99992989
 BJ4274!UTM  15      -   1.00000395  x   1.00061273  =   1.00061668
 BJ4274!UTM  16      -   1.00000395  x   1.00065297  =   1.00065692
 BJ4274
 BJ4274:                Primary Azimuth Mark                     Grid Az
 BJ4274:SPC LA S     -  LAKEFRONT APT AP STA A                   088 35 50.1
 BJ4274:UTM  15      -  LAKEFRONT APT AP STA A                   087 45 40.6
 BJ4274:UTM  16      -  LAKEFRONT APT AP STA A                   090 46 00.1
 BJ4274
 BJ4274|---------------------------------------------------------------------|
 BJ4274| PID    Reference Object                     Distance      Geod. Az  |
 BJ4274|                                                           dddmmss.s |
 BJ4274| BJ4271 LAKEFRONT APT AP STA A              APPROX. 0.9 KM 0891457.6 |
 BJ4274| BJ1400 AIRPORT                             APPROX. 0.6 KM 3363435.6 |
 BJ4274|---------------------------------------------------------------------|
 BJ4274
 BJ4274                          SUPERSEDED SURVEY CONTROL
 BJ4274
 BJ4274  NAD 83(1992)-  30 02 11.96808(N)    090 01 45.13352(W) AD(       ) 2
 BJ4274  ELLIP H (05/13/94)  -25.15   (m)                       GP(       ) 4 1
 BJ4274  NAD 83(1992)-  30 02 11.96814(N)    090 01 45.13366(W) AD(       ) 2
 BJ4274  ELLIP H (11/16/93)  -25.15   (m)                       GP(       ) 4 2
 BJ4274  NAD 83(1992)-  30 02 11.96761(N)    090 01 45.13230(W) AD(       ) 2
 BJ4274  NAD 83(1986)-  30 02 11.98229(N)    090 01 45.13068(W) AD(       ) 2
 BJ4274  NAD 27      -  30 02 11.25782(N)    090 01 44.87793(W) AD(       ) 2
 BJ4274  NGVD 29 (11/16/93)    1.3    (m)            4.     (f) GPS OBS        
 BJ4274
 BJ4274.Superseded values are not recommended for survey control.
 BJ4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4274.See file dsdata.txt to determine how the superseded data were derived.
 BJ4274
 BJ4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8648626567(NAD 83)
 BJ4274_MARKER: DT = TOPOGRAPHIC STATION DISK
 BJ4274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4274_SP_SET: CONCRETE POST
 BJ4274_STAMPING: AP 1966 STA B
 BJ4274_MARK LOGO: CGS   
 BJ4274_PROJECTION: FLUSH
 BJ4274_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4274+STABILITY: SURFACE MOTION
 BJ4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4274+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2001
 BJ4274
 BJ4274  HISTORY     - Date     Condition        Report By
 BJ4274  HISTORY     - 1966     MONUMENTED       CGS
 BJ4274  HISTORY     - 1966     GOOD             NOS
 BJ4274  HISTORY     - 1972     GOOD             NGS
 BJ4274  HISTORY     - 19901215 GOOD             NGS
 BJ4274  HISTORY     - 19921124 GOOD
 BJ4274  HISTORY     - 20010505 GOOD             NGS
 BJ4274
 BJ4274                          STATION DESCRIPTION
 BJ4274
 BJ4274'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ4274'STATION IS 150.0 FT S OF CENTERLINE RNWY 8-26, 150.0 FT E OF
 BJ4274'CENTERLINE RNWY 17-35, 73.5 FT SE OF TAXIWAY LIGHT ON SE SIDE
 BJ4274'INTERSECTION RNWY 8-26 AND 35-17, AND 20.2 FT E OF E MOST THRESHOLD
 BJ4274'LIGHT AT RNWY END 35.  STATION IS A STANDARD TOPO DISK SET IN THE
 BJ4274'TOP OF A 8 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND
 BJ4274'STAMPED AP 1966 STA B.
 BJ4274
 BJ4274                          STATION RECOVERY (1966)
 BJ4274
 BJ4274'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1966
 BJ4274'STATION IS LOCATED ON THE NORTH SIDE OF NEW ORLEANS NEAR LAKE
 BJ4274'PONCHATRAIN AT THE LAKEFRONT AIRPORT IN THE GRASS AREA SOUTHEAST OF
 BJ4274'THE INTERSECTION OF RUNWAYS 9-27 AND 18R-36L.
 BJ4274'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 BJ4274'ACCESS THE CONTROLED SURFACE AREAS OF THE AIRFIELD.
 BJ4274'STATION IS A STANDARD C AND GS TOPO STATION DISK STAMPED ---AP 1966
 BJ4274'STA B--- SET INTO THE TOP OF AN 8 IN SQUARE CONCRETE POST SET FLUSH
 BJ4274'WITH THE GROUND, 150 FT (45.7 M) SOUTH OF THE CENTERLINE OF RUNWAY
 BJ4274'9-27, 150 FT (45.7 M) EAST OF THE CENTERLINE OF RUNWAY 18R-36L, 144.3
 BJ4274'FT (44.0 M) WEST OF THE WEST CORNER OF THE CONCRETE BASE OF RUNWAY
 BJ4274'SIGN 9-27, 54.0 FT (16.5 M) EAST OF THE SE CORNER OF THE CONCRETE
 BJ4274'BASE OF RUNWAY SIGN 9-27, AND 20.1 FT (6.1 M) SOUTH OF THE SW CORNER
 BJ4274'OF A 4 FT (1.2 M) SQAURE CONCRETE DRAIN.
 BJ4274
 BJ4274                          STATION RECOVERY (1972)
 BJ4274
 BJ4274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4274'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1966
 BJ4274'AIRPORT SURVEY CONTROL DATA.
 BJ4274
 BJ4274                          STATION RECOVERY (1990)
 BJ4274
 BJ4274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (JLD)
 BJ4274'THE STATION IS LOCATED IN THE GRASS AREA SOUTHEAST OF THE INTERSECTION
 BJ4274'OF RUNWAYS 9-27 AND 18R-36L.  THE STATION IS 150 FT (45.7 M) S OF THE
 BJ4274'CL OF RUNWAY 9-27, 150 FT (45.7 M) E OF THE CL OF RUNWAY 18R-36L,
 BJ4274'144.3 FT (44.0 M) W OF THE W CORNER OF THE CONCRETE BASE OF A SIGN
 BJ4274'(9-27), 54.0 FT (16.5 M) E OF THE SE CORNER OF THE CONCRETE BASE OF A
 BJ4274'SIGN (9-27), AND 20.1 FT (6.1 M) S OF THE SW CORNER OF A 4 FT (1.2 M)
 BJ4274'SQUARE CONCRETE DRAIN.  THE STATION IS A STANDARD CGS TOPOGRAPHIC
 BJ4274'STATION DISK STAMPED AP 1966 STA B, SET INTO THE TOP OF AN 8 INCH
 BJ4274'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND.
 BJ4274
 BJ4274                          STATION RECOVERY (1992)
 BJ4274
 BJ4274'RECOVERED 1992
 BJ4274'RECOVERED IN GOOD CONDITION.
 BJ4274
 BJ4274                          STATION RECOVERY (2001)
 BJ4274
 BJ4274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 BJ4274'THIS STATION IS LOCATED ON THE NORTH SIDE OF NEW ORLEANS, LOUISIANA AT
 BJ4274'THE LAKEFRONT AIRPORT ON THE SOUTH SHORE OF LAKE PONCHATRAIN.  THE
 BJ4274'STATION IS LOCATED IN A GRASSY ISLAND BETWEEN RUNWAY 18R/36L AND THE
 BJ4274'EAST PARALLEL TAXIWAY B.  LAKEFRONT AIRPORT OWNERSHIP IS THE CITY OF
 BJ4274'NEW
 BJ4274'ORLEANS, LOUISIANA. ACCESSING AIRPORT AND AIRCRAFT MOVEMENT AREAS
 BJ4274'MUST BE OBTAINED FROM RANDOLOPH W. TAYLOR, DIRECTOR OF AVIATION, SUITE
 BJ4274'101 TERMINAL BUILDING, 6001 STAR AND STRIPES BOULEVARD,
 BJ4274'NEW ORLEANS, LA 70126-8008.  PHONE 504 243-4010.  FAX  504 243-9151.
 BJ4274' 
 BJ4274'TO REACH THIS STATION FROM I 10 TAKE EXIT 24O, DOWNMAN ROAD. PROCEED
 BJ4274'NORTH ON DOWNMAN ROAD FOR 1.9 MILES TO STARS AND STRIPES BOULEVARD.
 BJ4274'RIGHT AND IMMEDIATE LEFT IN DRIVE FOR HANGAR 17.  LEFT AND WEST FOR
 BJ4274'0.05
 BJ4274'MILES TO ACCESS GATE TO WEST AIRPORT RAMP AREA.  CONTINUE NORTH
 BJ4274'THROUGH GATE WEST RAMP AREA AND HANGAR 17 ON RIGHT.  CONTINUE NORTH
 BJ4274'ON RAMP AREA TO NORTH/SOUTH PARALLEL TAXIWAY B FOR 18R/36L. 0.5 MILE
 BJ4274'TO
 BJ4274'STATION ON LEFT.
 BJ4274' 
 BJ4274'STATION IS 150 FEET SOUTH OF THE CENTERLINE OF RUNWAY 9-27.  150 FEET
 BJ4274'EAST
 BJ4274'OF THE CENTERLINE OF 18R/36L.  144.3 FEET WEST OF THE WEST CORNER OF
 BJ4274'THE
 BJ4274'CONCRETE BASE OF RUNWAY SIGN 9-27.  54.0 FEET EAST OF THE SOUTHEAST
 BJ4274'CORNER OF THE CONCRETE BASE OF RUNWAY SIGN 9-27, AND 20.1 FEET SOUTH
 BJ4274'OF
 BJ4274'THE SOUTHWEST CORNER OF A 4 FOOT SQUARE CONCRETE DRAIN.  STATION IS A
 BJ4274'STANDARD COAST AND GEODETIC TOPO STATION DISK STAMPED --  AP 1966 SAT
 BJ4274'B.
 BJ4274'THIS STATION HAS BEEN DESIGNATED A SECONDARY AIRPORT CONTROL
 BJ4274'STATION SACS.
 BJ4274' 
 BJ4274' 
 BJ4274'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4273 ***********************************************************************
 BJ4273  DESIGNATION -  LAKEFRONT APT ARP
 BJ4273  PID         -  BJ4273
 BJ4273  STATE/COUNTY-  LA/ORLEANS
 BJ4273  USGS QUAD   -  SPANISH FORT (1992)
 BJ4273
 BJ4273                         *CURRENT SURVEY CONTROL
 BJ4273  ___________________________________________________________________
 BJ4273* NAD 83(1992)-  30 02 22.33077(N)    090 01 36.49436(W)     ADJUSTED  
 BJ4273* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 BJ4273  **This station is located in a subsidence area (see below).
 BJ4273  ___________________________________________________________________
 BJ4273  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4273  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4273
 BJ4273  HORZ ORDER  -  SECOND
 BJ4273
 BJ4273.This mark is at Lakefront Airport (NEW)
 BJ4273
 BJ4273.The horizontal coordinates were established by classical geodetic methods
 BJ4273.and adjusted by the National Geodetic Survey in May 1994..
 BJ4273
 BJ4273 ** The orthometric height has not been validated since last determined
 BJ4273 ** by differential leveling and should not be used for control purposes.
 BJ4273 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4273 ** area with valid NAVD 88 orthometric heights.
 BJ4273 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4273 ** epoch indicated which incorporates improved geoid heights for the
 BJ4273 ** Southern Louisiana Subsidence area.
 BJ4273 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4273
 BJ4273.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4273
 BJ4273.The geoid height was determined by GEOID03.
 BJ4273
 BJ4273;                    North         East     Units Scale Factor Converg.
 BJ4273;SPC LA S     -   171,367.127 1,126,000.098   MT  0.99992597   +0 39 11.8
 BJ4273;SPC LA S     -   562,226.98  3,694,218.65   sFT  0.99992597   +0 39 11.8
 BJ4273;UTM  15      - 3,326,892.344   786,708.785   MT  1.00061431   +1 29 21.8
 BJ4273;UTM  16      - 3,327,028.031   208,119.341   MT  1.00065124   -1 30 58.6
 BJ4273
 BJ4273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4273!SPC LA S     -   1.00000395  x   0.99992597  =   0.99992992
 BJ4273!UTM  15      -   1.00000395  x   1.00061431  =   1.00061826
 BJ4273!UTM  16      -   1.00000395  x   1.00065124  =   1.00065519
 BJ4273
 BJ4273|---------------------------------------------------------------------|
 BJ4273| PID    Reference Object                     Distance      Geod. Az  |
 BJ4273|                                                           dddmmss.s |
 BJ4273| CW2005 LAKEFRONT APT ARP RM 1               16.142 METERS 06804     |
 BJ4273| BJ4272 LAKEFRONT APT ARP RM 2               16.368 METERS 15930     |
 BJ4273| BJ4268 NEW ORLEANS LAKEFRONT APT TWR       401.972 METERS 1640504.1 |
 BJ4273| BJ4274 LAKEFRONT APT AP STA B              394.195 METERS 21557     |
 BJ4273| BJ1400 AIRPORT                             APPROX. 0.5 KM 2943124.7 |
 BJ4273| BJ4275 LAKEFRONT APT CON PT C              APPROX. 0.6 KM 3360436.8 |
 BJ4273|---------------------------------------------------------------------|
 BJ4273
 BJ4273                          SUPERSEDED SURVEY CONTROL
 BJ4273
 BJ4273  NAD 83(1992)-  30 02 22.32970(N)    090 01 36.49338(W) AD(       ) 2
 BJ4273  NAD 83(1986)-  30 02 22.34439(N)    090 01 36.49175(W) AD(       ) 2
 BJ4273  NAD 27      -  30 02 21.62016(N)    090 01 36.23944(W) AD(       ) 2
 BJ4273  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 BJ4273
 BJ4273.Superseded values are not recommended for survey control.
 BJ4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4273.See file dsdata.txt to determine how the superseded data were derived.
 BJ4273
 BJ4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8670926892(NAD 83)
 BJ4273_MARKER: DT = TOPOGRAPHIC STATION DISK
 BJ4273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4273
 BJ4273  HISTORY     - Date     Condition        Report By
 BJ4273  HISTORY     - 1966     MONUMENTED       CGS
 BJ4273  HISTORY     - 1972     GOOD             NGS
 BJ4273  HISTORY     - 20010425 MARK NOT FOUND   NGS
 BJ4273  HISTORY     - 20010505 MARK NOT FOUND   NGS
 BJ4273
 BJ4273                          STATION DESCRIPTION
 BJ4273
 BJ4273'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ4273'STATION IS LOCATED 339.13 FT NE OF EAST PYLON 1934, 170.3 FT NW OF
 BJ4273'WINDSOCK, 95.9 FT E OF E EDGE OF N-S TAXIWAY, AND 85.5 FT E OF FIRST
 BJ4273'TAXIWAY LIGHT N OF DRIVE TO WINDSOCK.  STATION IS A STANDARD TOPO
 BJ4273'DISK SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 BJ4273'WITH THE GROUND AND STAMPED.  ARP 1966.
 BJ4273
 BJ4273                          STATION RECOVERY (1972)
 BJ4273
 BJ4273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4273'MEASUREMENTS WERE MADE WITH A GEODIMETER, TELLUROMETER AND A 30 METER
 BJ4273'TAPE HOLDING 5 KGS. TENSION.
 BJ4273'
 BJ4273'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, NO
 BJ4273'REFERENCE MARKS WERE ESTABLISHED IN 1966.  TWO REFERENCE MARKS WERE
 BJ4273'ESTABLISHED AT THIS DATE.
 BJ4273'
 BJ4273'THE STATION IS LOCATED ON THE NEW ORLEANS, LAKEFRONT AIRPORT.
 BJ4273'
 BJ4273'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ4273'
 BJ4273'TO REACH THE STATION FROM THE CONTROL TOWER AT THE NEW ORLEANS,
 BJ4273'LAKEFRONT AIRPORT, GO NORTH ON THE EAST SIDE OF A RUNWAY FOR 0.25
 BJ4273'MILE TO THE STATION.
 BJ4273'
 BJ4273'STATION MARK, A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1966, IS SET IN
 BJ4273'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4273'GROUND SURFACE.  IT IS 169 FEET NORTHWEST OF A WIND-SOCK AND 133
 BJ4273'FEET EAST-NORTHEAST OF THE RUNWAY.
 BJ4273'
 BJ4273'REFERENCE MARK 1, A STANDARD DISK STAMPED ARP 1966 NO 1 1972, IS SET
 BJ4273'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4273'BELOW THE GROUND SURFACE.  IT IS 158 FEET NORTH-NORTHWEST OF THE
 BJ4273'WIND-SOCK.
 BJ4273'
 BJ4273'REFERENCE MARK 2, A STANDARD DISK STAMPED ARP 1966 NO 2 1972, IS SET
 BJ4273'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4273'BELOW THE GROUND SURFACE.  IT IS 124 FEET NORTHWEST OF THE
 BJ4273'WIND-SOCK.
 BJ4273'
 BJ4273'HEIGHT OF LIGHT ABOVE STATION MARK 4.2 FEET.
 BJ4273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NEW ORLEANS
 BJ4273'LAKEFRONT AIRPORT.
 BJ4273
 BJ4273                          STATION RECOVERY (2001)
 BJ4273
 BJ4273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 BJ4273'MARK NOT FOUND.
 BJ4273
 BJ4273                          STATION RECOVERY (2001)
 BJ4273
 BJ4273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 BJ4273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4272 ***********************************************************************
 BJ4272  DESIGNATION -  LAKEFRONT APT ARP RM 2
 BJ4272  PID         -  BJ4272
 BJ4272  STATE/COUNTY-  LA/ORLEANS
 BJ4272  USGS QUAD   -  SPANISH FORT (1992)
 BJ4272
 BJ4272                         *CURRENT SURVEY CONTROL
 BJ4272  ___________________________________________________________________
 BJ4272* NAD 83(1992)-  30 02 21.83288(N)    090 01 36.28040(W)     ADJUSTED  
 BJ4272* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 BJ4272  **This station is located in a subsidence area (see below).
 BJ4272  ___________________________________________________________________
 BJ4272  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4272  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BJ4272
 BJ4272  HORZ ORDER  -  SECOND
 BJ4272
 BJ4272.This mark is at Lakefront Airport (NEW)
 BJ4272
 BJ4272.The horizontal coordinates were established by classical geodetic methods
 BJ4272.and adjusted by the National Geodetic Survey in May 1994..
 BJ4272
 BJ4272 ** The orthometric height has not been validated since last determined
 BJ4272 ** by differential leveling and should not be used for control purposes.
 BJ4272 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4272 ** area with valid NAVD 88 orthometric heights.
 BJ4272 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4272 ** epoch indicated which incorporates improved geoid heights for the
 BJ4272 ** Southern Louisiana Subsidence area.
 BJ4272 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4272
 BJ4272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4272
 BJ4272.The geoid height was determined by GEOID03.
 BJ4272
 BJ4272;                    North         East     Units Scale Factor Converg.
 BJ4272;SPC LA S     -   171,351.864 1,126,006.004   MT  0.99992597   +0 39 11.9
 BJ4272;SPC LA S     -   562,176.91  3,694,238.03   sFT  0.99992597   +0 39 11.9
 BJ4272;UTM  15      - 3,326,877.158   786,714.917   MT  1.00061435   +1 29 21.9
 BJ4272;UTM  16      - 3,327,012.543   208,124.669   MT  1.00065120   -1 30 58.5
 BJ4272
 BJ4272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4272!SPC LA S     -   1.00000396  x   0.99992597  =   0.99992993
 BJ4272!UTM  15      -   1.00000396  x   1.00061435  =   1.00061831
 BJ4272!UTM  16      -   1.00000396  x   1.00065120  =   1.00065516
 BJ4272
 BJ4272:                Primary Azimuth Mark                     Grid Az
 BJ4272:SPC LA S     -  BIENVILLE                                246 01 13.7
 BJ4272:UTM  15      -  BIENVILLE                                245 11 03.7
 BJ4272:UTM  16      -  BIENVILLE                                248 11 24.1
 BJ4272
 BJ4272|---------------------------------------------------------------------|
 BJ4272| PID    Reference Object                     Distance      Geod. Az  |
 BJ4272|                                                           dddmmss.s |
 BJ4272| BJ4277 BIENVILLE                           APPROX. 4.3 KM 2464025.6 |
 BJ4272| BJ4273 LAKEFRONT APT ARP                    16.368 METERS 33930     |
 BJ4272|---------------------------------------------------------------------|
 BJ4272
 BJ4272                          SUPERSEDED SURVEY CONTROL
 BJ4272
 BJ4272  NAD 83(1992)-  30 02 21.83181(N)    090 01 36.27943(W) AD(       ) 2
 BJ4272  NAD 83(1986)-  30 02 21.84664(N)    090 01 36.27786(W) AD(       ) 2
 BJ4272  NAD 27      -  30 02 21.12225(N)    090 01 36.02549(W) AD(       ) 2
 BJ4272  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 BJ4272
 BJ4272.Superseded values are not recommended for survey control.
 BJ4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4272.See file dsdata.txt to determine how the superseded data were derived.
 BJ4272
 BJ4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8671526877(NAD 83)
 BJ4272_MARKER: DS = TRIANGULATION STATION DISK
 BJ4272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4272+STABILITY: SURFACE MOTION
 BJ4272
 BJ4272  HISTORY     - Date     Condition        Report By
 BJ4272  HISTORY     - 1972     MONUMENTED       NGS
 BJ4272  HISTORY     - 20010425 MARK NOT FOUND   NGS
 BJ4272
 BJ4272                          STATION DESCRIPTION
 BJ4272
 BJ4272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4272'TO REACH THE STATION FROM THE CONTROL TOWER AT THE NEW ORLEANS,
 BJ4272'LAKEFRONT AIRPORT, GO NORTH ON THE EAST SIDE OF A RUNWAY FOR 0.25
 BJ4272'MILE TO THE STATION.
 BJ4272'
 BJ4272'REFERENCE MARK 2, A STANDARD DISK STAMPED ARP 1966 NO 2 1972, IS SET
 BJ4272'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4272'BELOW THE GROUND SURFACE.  IT IS 124 FEET NORTHWEST OF THE
 BJ4272'WIND-SOCK.
 BJ4272
 BJ4272                          STATION RECOVERY (2001)
 BJ4272
 BJ4272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 BJ4272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4275 ***********************************************************************
 BJ4275  DESIGNATION -  LAKEFRONT APT CON PT C
 BJ4275  PID         -  BJ4275
 BJ4275  STATE/COUNTY-  LA/ORLEANS
 BJ4275  USGS QUAD   -  SPANISH FORT (1992)
 BJ4275
 BJ4275                         *CURRENT SURVEY CONTROL
 BJ4275  ___________________________________________________________________
 BJ4275* NAD 83(1992)-  30 02 40.09981(N)    090 01 45.55492(W)     ADJUSTED  
 BJ4275* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 BJ4275  **This station is located in a subsidence area (see below).
 BJ4275  ___________________________________________________________________
 BJ4275  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4275  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4275
 BJ4275  HORZ ORDER  -  SECOND
 BJ4275
 BJ4275.This mark is at Lakefront Airport (NEW)
 BJ4275
 BJ4275.The horizontal coordinates were established by classical geodetic methods
 BJ4275.and adjusted by the National Geodetic Survey in May 1994..
 BJ4275
 BJ4275 ** The orthometric height has not been validated since last determined
 BJ4275 ** by differential leveling and should not be used for control purposes.
 BJ4275 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4275 ** area with valid NAVD 88 orthometric heights.
 BJ4275 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4275 ** epoch indicated which incorporates improved geoid heights for the
 BJ4275 ** Southern Louisiana Subsidence area.
 BJ4275 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4275
 BJ4275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4275
 BJ4275.The geoid height was determined by GEOID03.
 BJ4275
 BJ4275;                    North         East     Units Scale Factor Converg.
 BJ4275;SPC LA S     -   171,911.441 1,125,751.163   MT  0.99992603   +0 39 07.3
 BJ4275;SPC LA S     -   564,012.79  3,693,401.94   sFT  0.99992603   +0 39 07.3
 BJ4275;UTM  15      - 3,327,433.338   786,451.756   MT  1.00061249   +1 29 18.1
 BJ4275;UTM  16      - 3,327,581.780   207,891.026   MT  1.00065288   -1 31 04.0
 BJ4275
 BJ4275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4275!SPC LA S     -   1.00000387  x   0.99992603  =   0.99992990
 BJ4275!UTM  15      -   1.00000387  x   1.00061249  =   1.00061636
 BJ4275!UTM  16      -   1.00000387  x   1.00065288  =   1.00065675
 BJ4275
 BJ4275                          SUPERSEDED SURVEY CONTROL
 BJ4275
 BJ4275  NAD 83(1992)-  30 02 40.09886(N)    090 01 45.55365(W) AD(       ) 2
 BJ4275  NAD 83(1986)-  30 02 40.11354(N)    090 01 45.55203(W) AD(       ) 2
 BJ4275  NAD 27      -  30 02 39.38981(N)    090 01 45.29962(W) AD(       ) 2
 BJ4275  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 BJ4275
 BJ4275.Superseded values are not recommended for survey control.
 BJ4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4275.See file dsdata.txt to determine how the superseded data were derived.
 BJ4275
 BJ4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8645227433(NAD 83)
 BJ4275_MARKER: I = METAL ROD
 BJ4275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4275+STABILITY: SURFACE MOTION
 BJ4275
 BJ4275  HISTORY     - Date     Condition        Report By
 BJ4275  HISTORY     - 1966     MONUMENTED       CGS
 BJ4275  HISTORY     - 1972     GOOD             NGS
 BJ4275
 BJ4275                          STATION DESCRIPTION
 BJ4275
 BJ4275'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ4275'STATION IS LOCATED 530.1 FT NW OF END AND CENTERLINE RNWY 13, 100.0
 BJ4275'FT W OF EXTENDED C/L RNWY 13-31, AND 90.3 FT SE OF FIRST TAXIWAY
 BJ4275'LIGHT AT THE N END OF TAXIWAY CONNECTING RNWYS 17-35 AND 13-31.
 BJ4275'STATION IS A COPPER-WELD ROD SET IN THE TOP OF A 8 INCH SQUARE
 BJ4275'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED CON PT C 1966.
 BJ4275
 BJ4275                          STATION RECOVERY (1972)
 BJ4275
 BJ4275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4275'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1966
 BJ4275'AIRPORT SURVEY CONTROL DATA.
 BJ4275'
 BJ4275'AN ELECTRONIC TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION ARP
 BJ4275'1966, DISTANCE BEING 598.578 METERS OR (1963.83 FEET) NORTHWEST OF
 BJ4275'STATION ARP 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2651 ***********************************************************************
 AU2651  DESIGNATION -  LAKEWOOD
 AU2651  PID         -  AU2651
 AU2651  STATE/COUNTY-  LA/ORLEANS
 AU2651  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2651
 AU2651                         *CURRENT SURVEY CONTROL
 AU2651  ___________________________________________________________________
 AU2651* NAD 83(1992)-  29 59 45.63612(N)    090 07 23.26586(W)     ADJUSTED  
 AU2651* NAVD 88     -         2.8  **(meters)       9.   **(feet)  VERTCON   
 AU2651  **This station is located in a subsidence area (see below).
 AU2651  ___________________________________________________________________
 AU2651  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2651  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU2651
 AU2651  HORZ ORDER  -  FIRST
 AU2651
 AU2651.The horizontal coordinates were established by classical geodetic methods
 AU2651.and adjusted by the National Geodetic Survey in January 1993..
 AU2651
 AU2651 ** The orthometric height has not been validated since last determined
 AU2651 ** by differential leveling and should not be used for control purposes.
 AU2651 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2651 ** area with valid NAVD 88 orthometric heights.
 AU2651 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2651 ** epoch indicated which incorporates improved geoid heights for the
 AU2651 ** Southern Louisiana Subsidence area.
 AU2651 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2651
 AU2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2651
 AU2651.The geoid height was determined by GEOID03.
 AU2651
 AU2651;                    North         East     Units Scale Factor Converg.
 AU2651;SPC LA S     -   166,440.732 1,116,761.905   MT  0.99992575   +0 36 18.4
 AU2651;SPC LA S     -   546,064.30  3,663,909.68   sFT  0.99992575   +0 36 18.4
 AU2651;UTM  15      - 3,321,828.510   777,537.355   MT  1.00055045   +1 26 21.1
 AU2651
 AU2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2651!SPC LA S     -   1.00000367  x   0.99992575  =   0.99992942
 AU2651!UTM  15      -   1.00000367  x   1.00055045  =   1.00055412
 AU2651
 AU2651:                Primary Azimuth Mark                     Grid Az
 AU2651:SPC LA S     -  NEW ORLEANS RAD KKD 758 TOWER            015 08 31.2
 AU2651:UTM  15      -  NEW ORLEANS RAD KKD 758 TOWER            014 18 28.5
 AU2651
 AU2651|---------------------------------------------------------------------|
 AU2651| PID    Reference Object                     Distance      Geod. Az  |
 AU2651|                                                           dddmmss.s |
 AU2651| BJ4246 NEW ORLEANS RAD KKD 758 TOWER       APPROX. 3.5 KM 0154449.6 |
 AU2651| DD7311 LAKEWOOD RM 2                        17.900 METERS 03648     |
 AU2651| BJ4251 NEW ORLEANS LSU STACK               APPROX. 6.7 KM 0535151.1 |
 AU2651| AU2653 NEW ORLEANS RAD KKC 590 TOWER       APPROX. 0.7 KM 0601403.2 |
 AU2651| BJ4268 NEW ORLEANS LAKEFRONT APT TWR       APPROX.10.4 KM 0644224.5 |
 AU2651| BJ4270 NEW ORLEANS LAKEFRONT APT BCN       APPROX.10.5 KM 0650408.6 |
 AU2651| DD7309 LAKEWOOD AZ MK                                     0943642.8 |
 AU2651| AU2669 NEW ORLEANS OUR LADY ROSARY CH      APPROX. 3.9 KM 1144108.8 |
 AU2651| DD7310 LAKEWOOD RM 1                        18.857 METERS 18938     |
 AU2651| AU2741 LAKEWOOD 1966 TEMP POINT              5.306 METERS 27052     |
 AU2651|---------------------------------------------------------------------|
 AU2651
 AU2651                          SUPERSEDED SURVEY CONTROL
 AU2651
 AU2651  NAD 83(1986)-  29 59 45.65123(N)    090 07 23.26438(W) AD(       ) 1
 AU2651  NAD 27      -  29 59 44.92151(N)    090 07 23.00080(W) AD(       ) 1
 AU2651  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AU2651
 AU2651.Superseded values are not recommended for survey control.
 AU2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2651.See file dsdata.txt to determine how the superseded data were derived.
 AU2651
 AU2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7753721829(NAD 83)
 AU2651_MARKER: DS = TRIANGULATION STATION DISK
 AU2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2651
 AU2651  HISTORY     - Date     Condition        Report By
 AU2651  HISTORY     - 1966     MONUMENTED       CGS
 AU2651  HISTORY     - 1970     GOOD             NGS
 AU2651  HISTORY     - 1972     GOOD             NGS
 AU2651  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AU2651
 AU2651                          STATION DESCRIPTION
 AU2651
 AU2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2651'STATION IS IN THE LAKEWOOD SECTION OF NEW ORLEANS, ON THE
 AU2651'EAST LEVEE OF THE 17TH STREET CANAL BETWEEN TWO ELEVATED
 AU2651'SECTIONS OF INTERSTATE HIGHWAY 10 AND ON HIGHWAY PROPERTY.
 AU2651'
 AU2651'TO REACH FROM THE INTERSECTION OF VETERANS HIGHWAY AND AVENUE C,
 AU2651'GO SOUTH ON AVENUE C FOR 0.2 MILE TO THE END OF AVENUE C.
 AU2651'TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF INTERSTATE
 AU2651'HIGHWAY 10 FOR 0.2 MILE TO WHERE THE ROAD TURNS LEFT UNDER
 AU2651'AN OVERPASS.  TURN LEFT AND GO SOUTH ABOUT 100 FEET TO THE
 AU2651'STATION ON THE RIGHT BETWEEN TWO ELEVATED SECTIONS OF INTERSTATE
 AU2651'HIGHWAY 10.
 AU2651'
 AU2651'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST BETWEEN
 AU2651'TWO ELEVATED HIGHWAYS FOR 0.3 MILE TO WHERE THE ELEVATED
 AU2651'HIGHWAYS ENDS.  CONTINUE EAST BETWEEN THE EAST AND WEST
 AU2651'BOUND SECTIONS OF THE HIGHWAYS FOR 0.1 MILE TO THE AZIMUTH
 AU2651'MARK.  THIS IS ABOUT 135 FEET WEST OF AN OVERPASS.
 AU2651'
 AU2651'STATION MARKS ARE STANDARD DISKS STAMPED LAKEWOOD 1966.
 AU2651'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH
 AU2651'PROJECTS 2 INCHES.  IT IS 60 FEET NORTH OF THE EAST BOUND
 AU2651'OVERPASS, 62 FEET EAST OF THE EAST BANK OF THE 17TH STREET
 AU2651'CANAL, 47 FEET SOUTH OF THE WEST BOUND OVERPASS AND 103
 AU2651'FEET WEST OF THE CENTER OF THE PAVED ROAD.  THE UNDERGROUND
 AU2651'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 AU2651'THE SURFACE OF THE GROUND.
 AU2651'
 AU2651'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAKEWOOD NO
 AU2651'1 1966, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BRIDGE
 AU2651'FOUNDATION.  IT IS 55 FEET EAST OF THE EAST EDGE OF THE
 AU2651'17TH STREET CANAL AND 109 FEET WEST OF THE CENTER OF THE
 AU2651'PAVED ROAD.
 AU2651'
 AU2651'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAKEWOOD NO
 AU2651'2 1966, IS CEMENTED IN A DRILL HOLE IN A CONCRETE BRIDGE
 AU2651'FOUNDATION.  IT IS 1 FOOT SOUTHEAST OF THE EDGE OF THE BRIDGE,
 AU2651'72 FEET WEST OF THE CENTER OF THE PAVED ROAD AND 94 FEET
 AU2651'EAST OF THE EAST EDGE OF THE CANAL.
 AU2651'
 AU2651'AZIMUTH MARK, A STANDARD DISK STAMPED LAKEWOOD 1966, IS
 AU2651'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AU2651'SURFACE OF THE GROUND.  IT IS 1 FOOT NORTH OF A METAL WITNESS
 AU2651'POST, 36 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE
 AU2651'OF INTERSTATE HIGHWAY 10, 5 FEET SOUTH OF A KEEP OFF MEDIAN
 AU2651'SIGN AND 53 FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE
 AU2651'OF INTERSTATE HIGHWAY 10.
 AU2651'
 AU2651'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AU2651
 AU2651                          STATION RECOVERY (1970)
 AU2651
 AU2651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 AU2651'STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AU2651'IN GOOD CONDITION.  AZIMUTH MARK WAS NOT SEARCHED FOR AND
 AU2651'NOT RECOVERED.  DESCRIPTION BY LMC IN 1966 IS ADEQUATE FOR
 AU2651'RECOVERY.
 AU2651
 AU2651                          STATION RECOVERY (1972)
 AU2651
 AU2651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2651'MEASUREMENTS WERE MADE WITH A 30 METER AND A 300 FOOT TAPE
 AU2651'HOLDING 5 AND 10 KGS. TENSION.
 AU2651'
 AU2651'THE STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK
 AU2651'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AU2651'
 AU2651'THE HORIZONTAL DIRECTIONS AND THE DISTANCE TO THE REFERENCE
 AU2651'MARKS CHECKED ADEQUATE.
 AU2651'
 AU2651'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 AU2651'
 AU2651'TO REACH THE STATION FROM THE INTERSECTION OF VETERANS HIGHWAY
 AU2651'AND FLOUR DE LIS DRIVE, GO SOUTH ON FLOUR DE LIS DRIVE FOR
 AU2651'0.2 MILE TO A FRONTAGE ROAD.  TURN RIGHT AND GO WEST ON
 AU2651'THE FRONTAGE ROAD FOR 0.2 MILE TO WHERE THE FRONTAGE ROAD
 AU2651'PASSES UNDER I-10, WEST BOUND LANE, PASS UNDER THE OVERPASS
 AU2651'AND GO ABOUT 100 FEET AND THE STATION ON THE RIGHT BETWEEN
 AU2651'TWO ELEVATED SECTIONS OF INTERSTATE HIGHWAY 10.
 AU2651'
 AU2651'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF VETERANS
 AU2651'HIGHWAY AND WEST END BOULEVARD, ABOUT 0.5 MILE EAST OF THE
 AU2651'STATION, GO SOUTH ON WEST END BOULEVARD FOR 0.1 MILE, HERE
 AU2651'TURN OFF WEST END BOULEVARD ONTO MEDIAN AND CONTINUE SOUTH
 AU2651'FOR 0.2 MILE TO I-10 WEST BOUND LANE AND THE AZIMUTH MARK
 AU2651'BETWEEN THE EAST AND WEST BOUND LANES, WHICH IS ABOUT 250
 AU2651'FEET WEST OF THE WEST END BOULEVARD OVERPASS.
 AU2651'
 AU2651'FOR ADDITIONAL INFORMATION ON THE MARKS SEE THE 1966 DESCRIPTION.
 AU2651'
 AU2651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LAKEWOOD
 AU2651'SECTION OF NEW ORLEANS.
 AU2651
 AU2651                          STATION RECOVERY (1985)
 AU2651
 AU2651'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 AU2651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2652 ***********************************************************************
 AU2652  DESIGNATION -  LAKEWOOD COUNTRY CLUB WATER TK
 AU2652  PID         -  AU2652
 AU2652  STATE/COUNTY-  LA/ORLEANS
 AU2652  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2652
 AU2652                         *CURRENT SURVEY CONTROL
 AU2652  ___________________________________________________________________
 AU2652* NAD 83(1992)-  29 59 26.92497(N)    090 07 05.34747(W)     ADJUSTED  
 AU2652* NAVD 88     -                                                        
 AU2652  **This station is located in a subsidence area (see below).
 AU2652  ___________________________________________________________________
 AU2652  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2652  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AU2652
 AU2652  HORZ ORDER  -  THIRD
 AU2652
 AU2652.The horizontal coordinates were established by classical geodetic methods
 AU2652.and adjusted by the National Geodetic Survey in January 1993..
 AU2652
 AU2652 ** The orthometric height has not been validated since last determined
 AU2652 ** by differential leveling and should not be used for control purposes.
 AU2652 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2652 ** area with valid NAVD 88 orthometric heights.
 AU2652 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2652 ** epoch indicated which incorporates improved geoid heights for the
 AU2652 ** Southern Louisiana Subsidence area.
 AU2652 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2652
 AU2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2652
 AU2652.The geoid height was determined by GEOID03.
 AU2652
 AU2652;                    North         East     Units Scale Factor Converg.
 AU2652;SPC LA S     -   165,869.730 1,117,248.215   MT  0.99992576   +0 36 27.4
 AU2652;SPC LA S     -   544,190.94  3,665,505.19   sFT  0.99992576   +0 36 27.4
 AU2652;UTM  15      - 3,321,264.293   778,032.234   MT  1.00055384   +1 26 29.2
 AU2652
 AU2652                          SUPERSEDED SURVEY CONTROL
 AU2652
 AU2652  NAD 83(1986)-  29 59 26.94028(N)    090 07 05.34654(W) AD(       ) 4
 AU2652  NAD 27      -  29 59 26.20483(N)    090 07 05.08304(W) AD(       ) 3
 AU2652
 AU2652.Superseded values are not recommended for survey control.
 AU2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2652.See file dsdata.txt to determine how the superseded data were derived.
 AU2652
 AU2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7803221264(NAD 83)
 AU2652_MARKER: 53 = ELEVATED TANK
 AU2652
 AU2652  HISTORY     - Date     Condition        Report By
 AU2652  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2652
 AU2652                          STATION DESCRIPTION
 AU2652
 AU2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2652'THE STATION IS LOCATED ON THE LAKEWOOD COUNTRY CLUB GROUNDS
 AU2652'JUST NORTH OF THE LAKE LAWN PARK AND MAUSOLEUM AND JUST
 AU2652'WEST OF PONTCHARTRAIN BOULEVARD IN THE LAKEVIEW SUB-DIVISION
 AU2652'OF NEW ORLEANS.
 AU2652'
 AU2652'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 AU2652'PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN
 AU2652'OVER-ALL HEIGHT OF 105.0 FEET.
 AU2652'
 AU2652'THE POINT OBSERVED UPON WAS THE BALL AT THE TOP AND CENTER
 AU2652'OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0822 ***********************************************************************
 AV0822  DESIGNATION -  LAMB
 AV0822  PID         -  AV0822
 AV0822  STATE/COUNTY-  LA/CAMERON
 AV0822  USGS QUAD   -  CAMERON (1982)
 AV0822
 AV0822                         *CURRENT SURVEY CONTROL
 AV0822  ___________________________________________________________________
 AV0822* NAD 83(1992)-  29 50 54.72970(N)    093 15 03.99815(W)     ADJUSTED  
 AV0822* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0822  **This station is located in a subsidence area (see below).
 AV0822  ___________________________________________________________________
 AV0822  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AV0822  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AV0822
 AV0822  HORZ ORDER  -  SECOND
 AV0822
 AV0822.The horizontal coordinates were established by classical geodetic methods
 AV0822.and adjusted by the National Geodetic Survey in January 1993..
 AV0822
 AV0822 ** The orthometric height has not been validated since last determined
 AV0822 ** by differential leveling and should not be used for control purposes.
 AV0822 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0822 ** area with valid NAVD 88 orthometric heights.
 AV0822 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0822 ** epoch indicated which incorporates improved geoid heights for the
 AV0822 ** Southern Louisiana Subsidence area.
 AV0822 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0822.The orthometric height was scaled from a topographic map.
 AV0822
 AV0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0822
 AV0822.The geoid height was determined by GEOID03.
 AV0822
 AV0822;                    North         East     Units Scale Factor Converg.
 AV0822;SPC LA S     -   151,028.307   814,702.217   MT  0.99992926   -0 57 32.1
 AV0822;SPC LA S     -   495,498.70  2,672,902.19   sFT  0.99992926   -0 57 32.1
 AV0822;UTM  15      - 3,302,028.565   475,744.231   MT  0.99960726   -0 07 29.9
 AV0822
 AV0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0822!SPC LA S     -   1.00000421  x   0.99992926  =   0.99993347
 AV0822!UTM  15      -   1.00000421  x   0.99960726  =   0.99961147
 AV0822
 AV0822:                Primary Azimuth Mark                     Grid Az
 AV0822:SPC LA S     -  CHARTELYOU                               107 43 41.9
 AV0822:UTM  15      -  CHARTELYOU                               106 53 39.7
 AV0822
 AV0822|---------------------------------------------------------------------|
 AV0822| PID    Reference Object                     Distance      Geod. Az  |
 AV0822|                                                           dddmmss.s |
 AV0822| AV0788 CHARTELYOU                          APPROX. 7.9 KM 1064609.8 |
 AV0822| CV9966 LAMB RM 1                            12.982 METERS 11400     |
 AV0822| AV0786 CREOLE CATHOLIC CHURCH              APPROX.10.0 KM 1163006.0 |
 AV0822| AV0785 NEGRO CATHOLIC CHURCH               APPROX. 8.2 KM 1491923.1 |
 AV0822| CV9967 LAMB RM 2                            19.560 METERS 23433     |
 AV0822|---------------------------------------------------------------------|
 AV0822
 AV0822                          SUPERSEDED SURVEY CONTROL
 AV0822
 AV0822  NAD 83(1986)-  29 50 54.75539(N)    093 15 03.98317(W) AD(       ) 2
 AV0822  NAD 27      -  29 50 53.96600(N)    093 15 03.43700(W) AD(       ) 2
 AV0822
 AV0822.Superseded values are not recommended for survey control.
 AV0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0822.See file dsdata.txt to determine how the superseded data were derived.
 AV0822
 AV0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7574402029(NAD 83)
 AV0822_MARKER: DS = TRIANGULATION STATION DISK
 AV0822_SETTING: 0 = UNSPECIFIED SETTING
 AV0822
 AV0822  HISTORY     - Date     Condition        Report By
 AV0822  HISTORY     - 1932     MONUMENTED       CGS
 AV0822  HISTORY     - 1955     POOR             CGS
 AV0822  HISTORY     - 1963     MARK NOT FOUND   CGS
 AV0822
 AV0822                          STATION DESCRIPTION
 AV0822
 AV0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0822'STATION LOCATED NEAR THE MOUTH OF WHAT IS LOCALLY KNOWN AS
 AV0822'LAMBERT BAYOU WHICH EMPTIES INTO THE SE PART OF CALCASIEU LAKE.
 AV0822'ALTHOUGH THERE SEEMS TO BE UNCERTAINTY AS TO THE NAMES OF THE
 AV0822'VARIOUS BAYOUS, THE NAME LAMBERT BAYOU IS LOCALLY GIVEN TO THE
 AV0822'FIRST BAYOU, AT THE S SIDE OF CALCASIEU LAKE, E OF THE MOUTH
 AV0822'OF THE CALCASIEU RIVER, EXCEPTING A SMALL BAYOU KNOWN AS
 AV0822'SIGNAL BAYOU AT THE MOUTH OF WHICH THE OLD STATION LAMBERT
 AV0822'(1884) WAS PROBABLY LOCTED.  RUNNING EASTWARD BY BOAT FROM
 AV0822'THE E END OF THE JETTY, LAMBERT BAYOU IS THE FIRST BAYOU
 AV0822'REACHED.  STATION IS 4.7 MILES E OF CALCASIEU RIVER.
 AV0822'
 AV0822'STATION IS 1000 FEET (PACED) W OF THE W BANK OF THIS BAYOU,
 AV0822'57.7 FEET (MEASURED) BACK FROM THE LAKE EDGE AND APPROXIMATELY
 AV0822'2 FEET ABOVE LAKE LEVEL.  THE IMMEDIATE LOCALITY OF THE STATION
 AV0822'IS MARSHY GROUND OVERGROWN WITH MARSH GRASS AND BAMBOO GRASS.
 AV0822'STATION WILL SEE STATION LAKE BY PROVIDING FOR EARTHS CURVATURE,
 AV0822'AND ALSO STATIONS LONG AND PECONI.
 AV0822'
 AV0822'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN AN IRON
 AV0822'COMPOSITION PIPE.
 AV0822'
 AV0822'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 AV0822'SQUARE POST.
 AV0822'
 AV0822'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 AV0822'IN A COMPOSITION PIPE.
 AV0822'
 AV0822'THIS STATION CAN BE REACHED BY BOAT, ONLY.
 AV0822'
 AV0822'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 AV0822
 AV0822                          STATION RECOVERY (1955)
 AV0822
 AV0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0822'STATION RECOVERED IN VERY POOR CONDITION.  IT IS NOW IN WATER
 AV0822'APPROXIMATELY 30 FEET OFFSHORE AND WILL PROBABLY SOON BE
 AV0822'WASHED OUT.  REFERENCE MARKS COULD NOT BE FOUND AND ARE
 AV0822'PROBABLY ALREADY WASHED OUT.
 AV0822
 AV0822                          STATION RECOVERY (1963)
 AV0822
 AV0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0822'LOST--THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT
 AV0822'COULD NOT BE FOUND.  THE DESCRIPTION BY R.A.G. 1955 STATED
 AV0822'THAT THE STATION WAS RECOVERED 30 FT. OFFSHORE, IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2063 ***********************************************************************
 BJ2063  DESIGNATION -  LAMBDA CAP
 BJ2063  PID         -  BJ2063
 BJ2063  STATE/COUNTY-  LA/ST MARTIN
 BJ2063  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2063
 BJ2063                         *CURRENT SURVEY CONTROL
 BJ2063  ___________________________________________________________________
 BJ2063* NAD 83(1986)-  30 07 16.     (N)    091 29 13.     (W)     SCALED    
 BJ2063* NAVD 88     -         2.75   (+/-2cm)       9.0    (feet)  VERTCON   
 BJ2063  ___________________________________________________________________
 BJ2063  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ2063
 BJ2063  VERT ORDER  -  ? (See Below)
 BJ2063
 BJ2063.The horizontal coordinates were scaled from a topographic map and have
 BJ2063.an estimated accuracy of +/- 6 seconds.
 BJ2063
 BJ2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2063.The vertical order pertains to the NGVD 29 superseded value.
 BJ2063
 BJ2063.The geoid height was determined by GEOID03.
 BJ2063
 BJ2063;                    North         East    Units  Estimated Accuracy
 BJ2063;SPC LA S     -   179,700.      985,200.      MT  (+/- 180 meters Scaled)
 BJ2063
 BJ2063                          SUPERSEDED SURVEY CONTROL
 BJ2063
 BJ2063  NGVD 29 (??/??/??)    2.778  (m)            9.11   (f) ADJUSTED    ?  
 BJ2063
 BJ2063.Superseded values are not recommended for survey control.
 BJ2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2063.See file dsdata.txt to determine how the superseded data were derived.
 BJ2063
 BJ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP457331(NAD 83)
 BJ2063_MARKER: P = PIPE CAP
 BJ2063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2063_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2063
 BJ2063  HISTORY     - Date     Condition        Report By
 BJ2063  HISTORY     - UNK      MONUMENTED       DOD
 BJ2063  HISTORY     - 1936     GOOD             DOD
 BJ2063
 BJ2063                          STATION DESCRIPTION
 BJ2063
 BJ2063'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2063'3 MI SE FROM BAYOU CHENE.
 BJ2063'ABOUT 3 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, SAINT
 BJ2063'MARTIN PARISH, ON THE WEST BANK OF BIG BAYOU CHENE, ABOUT 3/4 MILE
 BJ2063'BELOW ITS HEAD, ABOUT 3/4 MILE ABOVE AND ON OPPOSITE SHORE FROM COON
 BJ2063'TRAP CHUTE, 1,103.3 FEET ABOVE RANGE 15 OF ATCHAFALAYA BASIN CROSS
 BJ2063'SECTIONS, IN SEC. 7, T. 11 S., R. 10 E., AND 45 FEET WEST OF THE BANK.
 BJ2063'AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2858 ***********************************************************************
 BX2858  DESIGNATION -  LAMBERT
 BX2858  PID         -  BX2858
 BX2858  STATE/COUNTY-  LA/NATCHITOCHES
 BX2858  USGS QUAD   -  MARTHAVILLE (1988)
 BX2858
 BX2858                         *CURRENT SURVEY CONTROL
 BX2858  ___________________________________________________________________
 BX2858* NAD 83(1992)-  31 44 48.58731(N)    093 26 12.31480(W)     ADJUSTED  
 BX2858* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BX2858  ___________________________________________________________________
 BX2858  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BX2858  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX2858
 BX2858  HORZ ORDER  -  FIRST
 BX2858
 BX2858.The horizontal coordinates were established by classical geodetic methods
 BX2858.and adjusted by the National Geodetic Survey in January 1993..
 BX2858
 BX2858.The orthometric height was scaled from a topographic map.
 BX2858
 BX2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2858
 BX2858.The geoid height was determined by GEOID03.
 BX2858
 BX2858;                    North         East     Units Scale Factor Converg.
 BX2858;SPC LA N     -   138,625.695   911,249.083   MT  0.99991916   -0 29 42.9
 BX2858;SPC LA N     -   454,807.80  2,989,656.37   sFT  0.99991916   -0 29 42.9
 BX2858;UTM  15      - 3,512,457.207   458,633.108   MT  0.99962110   -0 13 47.3
 BX2858
 BX2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2858!SPC LA N     -   0.99998732  x   0.99991916  =   0.99990648
 BX2858!UTM  15      -   0.99998732  x   0.99962110  =   0.99960842
 BX2858
 BX2858|---------------------------------------------------------------------|
 BX2858| PID    Reference Object                     Distance      Geod. Az  |
 BX2858|                                                           dddmmss.s |
 BX2858| CV7856 LAMBERT RM                           25.680 METERS 26305     |
 BX2858| BX1721 BOLYNE=H 12                         497.021 METERS 3184230.9 |
 BX2858|---------------------------------------------------------------------|
 BX2858
 BX2858                          SUPERSEDED SURVEY CONTROL
 BX2858
 BX2858  NAD 83(1986)-  31 44 48.60162(N)    093 26 12.30886(W) AD(       ) 1
 BX2858  NAD 27      -  31 44 47.99400(N)    093 26 11.67800(W) AD(       ) 1
 BX2858
 BX2858.Superseded values are not recommended for survey control.
 BX2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2858.See file dsdata.txt to determine how the superseded data were derived.
 BX2858
 BX2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5863312457(NAD 83)
 BX2858_MARKER: DS = TRIANGULATION STATION DISK
 BX2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2858
 BX2858  HISTORY     - Date     Condition        Report By
 BX2858  HISTORY     - 1919     MONUMENTED       CGS
 BX2858  HISTORY     - 1935     GOOD             CGS
 BX2858  HISTORY     - 1936     SEE DESCRIPTION  LAGS
 BX2858  HISTORY     - 1943     MARK NOT FOUND   USE
 BX2858  HISTORY     - 1950     GOOD             CGS
 BX2858  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX2858
 BX2858                          STATION DESCRIPTION
 BX2858
 BX2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2858'ABOUT 1/8 MILE SE OF BOLEYN, 90 METERS (295 FEET) E OF MILEPOST
 BX2858'NO. 262, AND 9.4 METERS (31.0 FEET) N OF CENTER OF TEXAS
 BX2858'AND PACIFIC RAILWAY TRACKS.
 BX2858'
 BX2858'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BX2858'IN CONCRETE.
 BX2858'
 BX2858'UNDERGROUND MARK IS A NAIL IN CONCRETE.
 BX2858'
 BX2858'REFERENCE MARK IS 25.680 METERS (84.25 FEET) FROM STATION
 BX2858'S 83 DEG 05 MIN W.
 BX2858
 BX2858                          STATION RECOVERY (1935)
 BX2858
 BX2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2858'STATION RECOVERED, JUST BELOW GROUND SURFACE, AS DESCRIBED
 BX2858'AND IN GOOD CONDTION.
 BX2858'
 BX2858'REFERENCE MARK RECOVERED IN GOOD CONDITION.
 BX2858'
 BX2858'LOCATED ABOUT 1/8 MILE E OF BOLEYN, 90 METERS (295 FEET)
 BX2858'E OF MILEPOST NO. 262, 53.1 FEET E OF 1ST TELEGRAPH POLE
 BX2858'E OF MILEPOST NO. 262, 9.4 METERS (31 FEET) N OF CENTER
 BX2858'OF TRACK, 27.8 FEET N OF N RAIL.
 BX2858'
 BX2858'REFERENCE MARK NO. 1 (1919-1920) IS 42 FEET S OF S RAIL,
 BX2858'82.6 FEET SE OF 1ST TELEGRAPH POLE E OF MILEPOST NO. 262.
 BX2858'THIS MARK IS JUST BELOW GROUND SURFACE ON BANK, 25.19 METERS
 BX2858'(82.62 FEET) FROM STATION S 83 DEG 01 MIN W.  MARK
 BX2858'IS STAMPED LAMBERT 1919-1920.
 BX2858'
 BX2858'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX2858'A 14-BY 14-BY 30-INCH CONCRETE PIER, 4.8 FEET S OF 1ST TELEGRAPH
 BX2858'POLE E OF MILEPOST NO. 262, 30.2 FEET N OF N RAIL, AND 16.56
 BX2858'METERS (54.31 FEET) FROM STATION N 31 DEG 04 MIN
 BX2858'30 SEC W.
 BX2858'
 BX2858'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 23.83 METERS
 BX2858'(78.21 FEET) S 43 DEG 40 MIN 45 SEC W.
 BX2858
 BX2858                          STATION RECOVERY (1936)
 BX2858
 BX2858'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2858'REFERENCE MARK REMAINS BUT STATION HAS BEEN REMOVED.
 BX2858
 BX2858                          STATION RECOVERY (1943)
 BX2858
 BX2858'RECOVERY NOTE BY US ENGINEERS 1943
 BX2858'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 BX2858'AS DESCRIBED.  THE SURFACE MARK WAS NOT FOUND BUT THE HOLE
 BX2858'WHERE IT HAD EXISTED WAS THERE.  NO ATTEMPT WAS MADE TO DIG
 BX2858'FOR THE UNDERGROUND MARK.
 BX2858
 BX2858                          STATION RECOVERY (1950)
 BX2858
 BX2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX2858'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND IN GOOD
 BX2858'CONDITION.  STATION MARK IS 4 INCHES UNDERGROUND.  REFERENCE
 BX2858'MARK 1 IS 2 INCHES UNDERGROUND.
 BX2858'
 BX2858'THIS STATION WAS REPORTED LOST BY THE LOUISIANA GEODETIC
 BX2858'SURVEY IN 1936.  IT IS A TRAVERSE STATION.
 BX2858
 BX2858                          STATION RECOVERY (1957)
 BX2858
 BX2858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX2858'STATION NOT FOUND.  R.M. 2 O.K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1102 ***********************************************************************
 AT1102  DESIGNATION -  LAMO
 AT1102  PID         -  AT1102
 AT1102  STATE/COUNTY-  LA/PLAQUEMINES
 AT1102  USGS QUAD   -  EMPIRE (1992)
 AT1102
 AT1102                         *CURRENT SURVEY CONTROL
 AT1102  ___________________________________________________________________
 AT1102* NAD 83(1992)-  29 27 22.00484(N)    089 33 12.16400(W)     ADJUSTED  
 AT1102* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1102  **This station is located in a subsidence area (see below).
 AT1102  ___________________________________________________________________
 AT1102  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1102  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AT1102
 AT1102  HORZ ORDER  -  FIRST
 AT1102
 AT1102.The horizontal coordinates were established by classical geodetic methods
 AT1102.and adjusted by the National Geodetic Survey in January 1993..
 AT1102
 AT1102 ** The orthometric height has not been validated since last determined
 AT1102 ** by differential leveling and should not be used for control purposes.
 AT1102 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1102 ** area with valid NAVD 88 orthometric heights.
 AT1102 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1102 ** epoch indicated which incorporates improved geoid heights for the
 AT1102 ** Southern Louisiana Subsidence area.
 AT1102 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1102.The orthometric height was scaled from a topographic map.
 AT1102
 AT1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1102
 AT1102.The geoid height was determined by GEOID03.
 AT1102
 AT1102;                    North         East     Units Scale Factor Converg.
 AT1102;SPC LA S     -   107,322.218 1,172,657.923   MT  0.99997063   +0 53 24.0
 AT1102;SPC LA S     -   352,106.31  3,847,295.20   sFT  0.99997063   +0 53 24.0
 AT1102;UTM  16      - 3,261,235.377   252,358.099   MT  1.00035678   -1 15 22.6
 AT1102
 AT1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1102!SPC LA S     -   1.00000384  x   0.99997063  =   0.99997447
 AT1102!UTM  16      -   1.00000384  x   1.00035678  =   1.00036062
 AT1102
 AT1102|---------------------------------------------------------------------|
 AT1102| PID    Reference Object                     Distance      Geod. Az  |
 AT1102|                                                           dddmmss.s |
 AT1102| DD7312 LAMO RM 1                            13.652 METERS 05847     |
 AT1102| AT1117 NAVIGATION LT 1 1/2 MI E BURAS      APPROX.11.6 KM 1581754.9 |
 AT1102| AT0253 MASTAGE                             APPROX.10.7 KM 1730955.5 |
 AT1102| AT1113 ALBERTA LIGHT                       APPROX. 9.4 KM 1921105.7 |
 AT1102| AT1157 FREEPORT SULPHUR CO WATER TANK      APPROX.13.3 KM 2772133.7 |
 AT1102| AT1154 FREEPORT SULPHUR CO FLOODLIGHT      APPROX.13.1 KM 2792104.2 |
 AT1102| DD7313 LAMO RM 2                            12.806 METERS 33310     |
 AT1102|---------------------------------------------------------------------|
 AT1102
 AT1102                          SUPERSEDED SURVEY CONTROL
 AT1102
 AT1102  NAD 83(1986)-  29 27 22.01276(N)    089 33 12.17063(W) AD(       ) 1
 AT1102  NAD 27      -  29 27 21.22900(N)    089 33 11.95500(W) AD(       ) 1
 AT1102
 AT1102.Superseded values are not recommended for survey control.
 AT1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1102.See file dsdata.txt to determine how the superseded data were derived.
 AT1102
 AT1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5235861235(NAD 83)
 AT1102_MARKER: DD = SURVEY DISK
 AT1102_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1102_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1102
 AT1102  HISTORY     - Date     Condition        Report By
 AT1102  HISTORY     - 1934     MONUMENTED       CGS
 AT1102  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT1102  HISTORY     - 1970     POOR             NGS
 AT1102
 AT1102                          STATION DESCRIPTION
 AT1102
 AT1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1102'ABOUT 12 MILES
 AT1102'NE OF OSTRICA, A
 AT1102'SMALL VILLAGE ON THE EASTERN BANK OF THE MISSISSIPPI
 AT1102'RIVER, ON THE WESTERN SHORE OF
 AT1102'CALIFORNIA BAY IN THE MOUTH
 AT1102'OF BAYOU LAMOQUE, ON THE POINT OF LAND KNOWN AS
 AT1102'MANGROVE POINT,
 AT1102'75 METERS (246 FEET) SE OF THE SE BANK OF THE BAYOU, AND 32 METERS
 AT1102'(105 FEET)
 AT1102'INSHORE FROM THE BAY IN HARD MARSH GROUND AMONG MANGROVE
 AT1102'BUSHES.  THE STATION IS
 AT1102'MARKED BY A STANDARD BRONZE DISK SET IN
 AT1102'CONCRETE AT THE TOP OF THE TILE.  REFERENCE
 AT1102'MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET IN CONCRETE,
 AT1102'IS IN HARD MARSH GROUND 18 METERS (59 FEET)
 AT1102'FROM THE SHORE AND
 AT1102'13.652 METERS (44.79 FEET) FROM THE STATION
 AT1102'N 58 DEG 45 MIN E.
 AT1102'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE
 AT1102'DISK SET IN CONCRETE IS IN HARD
 AT1102'MARSH GROUND 12.806 METERS (42.01 FEET) FROM THE STATION
 AT1102'N 26 DEG 51 MIN E.
 AT1102'THE DISTANCE BETWEEN THE REFERENCE MARK IS 17.990
 AT1102'METERS (59.02 FEET).
 AT1102
 AT1102                          STATION RECOVERY (1966)
 AT1102
 AT1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1102'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND IN FAIR
 AT1102'CONDITION.
 AT1102'REFERENCE MARK 1 WAS FOUND TO HAVE BEEN DESTROYED.  THE
 AT1102'STATION AND REFERENCE MARK 1
 AT1102'IS NOW UNDER WATER AND IS IN THE PROCESS OF
 AT1102'BEING LOST DUE TO EROSION.  A NEW STATION AND
 AT1102'REFERENCE MARKS 3 AND 4
 AT1102'WERE ESTABLISHED AT THIS TIME.  THE STATION MARK AND REFERENCE
 AT1102'MARK 1 WAS NOT
 AT1102'DESTROYED AT THIS TIME.
 AT1102'
 AT1102'NOTE- SEE DESCRIPTION FOR LAMO 2 FOR COMPLETE NEW DESCRIPTION.
 AT1102
 AT1102                          STATION RECOVERY (1970)
 AT1102
 AT1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1102'STATION WAS VISITED 3-23-70.  STATION IS IN POOR SHAPE.  IT IS ABOUT
 AT1102'15 FEET OFFSHORE AND IN ABOUT 1-1/2 FEET OF WATER AT HIGH TIDE.
 AT1102'STATION LAMO 2 WAS ESTABLISHED 112.0766 METERS TO THE NORTHWEST OF
 AT1102'THIS STATION IN 1966.
 AT1102'
 AT1102'NOTE--SEE DESCRIPTION FOR LAMO 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1101 ***********************************************************************
 AT1101  DESIGNATION -  LAMO 2 RESET
 AT1101  PID         -  AT1101
 AT1101  STATE/COUNTY-  LA/PLAQUEMINES
 AT1101  USGS QUAD   -  EMPIRE (1992)
 AT1101
 AT1101                         *CURRENT SURVEY CONTROL
 AT1101  ___________________________________________________________________
 AT1101* NAD 83(1992)-  29 27 24.25868(N)    089 33 15.43007(W)     ADJUSTED  
 AT1101* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1101  **This station is located in a subsidence area (see below).
 AT1101  ___________________________________________________________________
 AT1101  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1101  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AT1101
 AT1101  HORZ ORDER  -  SECOND
 AT1101
 AT1101.The horizontal coordinates were established by classical geodetic methods
 AT1101.and adjusted by the National Geodetic Survey in January 1993..
 AT1101
 AT1101 ** The orthometric height has not been validated since last determined
 AT1101 ** by differential leveling and should not be used for control purposes.
 AT1101 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1101 ** area with valid NAVD 88 orthometric heights.
 AT1101 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1101 ** epoch indicated which incorporates improved geoid heights for the
 AT1101 ** Southern Louisiana Subsidence area.
 AT1101 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1101.The orthometric height was scaled from a topographic map.
 AT1101
 AT1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1101
 AT1101.The geoid height was determined by GEOID03.
 AT1101
 AT1101;                    North         East     Units Scale Factor Converg.
 AT1101;SPC LA S     -   107,390.236 1,172,568.849   MT  0.99997052   +0 53 22.4
 AT1101;SPC LA S     -   352,329.47  3,847,002.97   sFT  0.99997052   +0 53 22.4
 AT1101;UTM  16      - 3,261,306.711   252,271.601   MT  1.00035731   -1 15 24.3
 AT1101
 AT1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1101!SPC LA S     -   1.00000384  x   0.99997052  =   0.99997436
 AT1101!UTM  16      -   1.00000384  x   1.00035731  =   1.00036115
 AT1101
 AT1101|---------------------------------------------------------------------|
 AT1101| PID    Reference Object                     Distance      Geod. Az  |
 AT1101|                                                           dddmmss.s |
 AT1101| DD7313 LAMO RM 2                                          12512     |
 AT1101| AT1102 LAMO                                112.078 METERS 12815     |
 AT1101| AT1119 BURAS MUNICIPAL TANK                APPROX.11.6 KM 1664337.3 |
 AT1101| AT1118 BURAS MICROWAVE TOWER               APPROX.11.4 KM 1691732.4 |
 AT1101| AT1114 BURAS GULF CO MAST                  APPROX. 9.8 KM 1713114.3 |
 AT1101| DD7315 LAMO 2 RM 3                          15.145 METERS 18039     |
 AT1101| AT1111 EMPIRE MICROWAVE TOWER              APPROX. 8.8 KM 2065445.2 |
 AT1101| AT1109 EMPIRE MUNICIPAL TANK               APPROX. 8.8 KM 2091821.5 |
 AT1101| AT1105 NAIRN MICROWAVE MAST                APPROX. 7.1 KM 2334139.2 |
 AT1101| DD7314 LAMO 2 RM 4                          27.881 METERS 27224     |
 AT1101| AT1151 PORT SULPHUR FREEPORT CO STACK      APPROX.13.1 KM 2742919.8 |
 AT1101| AT1156 PORT SULPHUR FREEPORT CO TANK       APPROX.13.2 KM 2771454.0 |
 AT1101|---------------------------------------------------------------------|
 AT1101
 AT1101                          SUPERSEDED SURVEY CONTROL
 AT1101
 AT1101  NAD 83(1986)-  29 27 24.26665(N)    089 33 15.43677(W) AD(       ) 2
 AT1101  NAD 27      -  29 27 23.48390(N)    089 33 15.22010(W) AD(       ) 2
 AT1101
 AT1101.Superseded values are not recommended for survey control.
 AT1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1101.See file dsdata.txt to determine how the superseded data were derived.
 AT1101
 AT1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5227261307(NAD 83)
 AT1101_MARKER: DS = TRIANGULATION STATION DISK
 AT1101_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1101+WITH SETTING: INFORMATION.
 AT1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1101
 AT1101  HISTORY     - Date     Condition        Report By
 AT1101  HISTORY     - 1966     MONUMENTED       CGS
 AT1101  HISTORY     - 1969     POOR             CGS
 AT1101  HISTORY     - 1970     SEE DESCRIPTION  NGS
 AT1101  HISTORY     - 1981     GOOD             WESGEO
 AT1101
 AT1101                          STATION DESCRIPTION
 AT1101
 AT1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1101'STATION IS ABOUT 6 MILES NORTHEAST OF EMPIRE, 3-1/2 MILES EAST OF
 AT1101'SIXTY MILE POINT
 AT1101'AND AT THE MOUTH OF LAMOQUE BAYOU WHERE IT EMPTIES INTO
 AT1101'CALIFORNIA BAY AND ON TOP OF A DRY SPOIL AREA.
 AT1101'
 AT1101'STATION MARK, A STANDARD DISK STAMPED LAMO 2 1966, IS CRIMPED TO THE
 AT1101'TOP OF A 5/8 INCH
 AT1101'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED IN
 AT1101'A 4 INCH ORANGEBURG PIPE WHICH
 AT1101'PROJECTS 2.5 FEET.  IT IS 60 FEET SOUTH OF
 AT1101'THE WATERS EDGE AND 3 FEET SOUTHEAST OF A METAL WITNESS POST.
 AT1101'
 AT1101'LAMO 1934, A STANDARD DISK STAMPED LAMO 1934, IS SET IN THE TOP OF AN
 AT1101'8 INCH TERRACOTTA
 AT1101'TILE WHICH IS UNDER WATER AT THIS TIME.  IT IS 24 FEET
 AT1101'EAST OF THE WATERS EDGE AND 1.5 FEET
 AT1101'SOUTHEAST OF A METAL WITNESS POST.
 AT1101'
 AT1101'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAMO NO 2 1934, IS SET
 AT1101'IN THE TOP OF AN 8
 AT1101'INCH SQUARE CONCRETE MONUMENT WHICH IS UNDER WATER AT
 AT1101'THIS TIME.  IT IS 40 FEET NORTH WEST
 AT1101'OF THE METAL WITNESS POST AND 12 FEET
 AT1101'EAST OF THE WATERS EDGE.
 AT1101'
 AT1101'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LAMO 2 NO 3 1966, IS
 AT1101'CRIMPED TO THE TOP
 AT1101'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.  IT
 AT1101'IS ENCASED IN A 4 INCH ORANGEBURG
 AT1101'PIPE WHICH PROJECTS 2 FEET.  IT IS 109
 AT1101'FEET SOUTH OF THE WATERS EDGE AND 52 FEET SOUTH OF
 AT1101'THE METAL WITNESS POST.
 AT1101'
 AT1101'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LAMO 2 NO 4 1966, IS
 AT1101'CRIMPED TO THE TOP
 AT1101'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.  IT
 AT1101'IS ENCASED IN A 4 INCH ORANGEBURG
 AT1101'PIPE WHICH PROJECTS 2 FEET.  IT IS 90
 AT1101'FEET WEST OF THE METAL WITNESS POST AND 0.6 FOOT
 AT1101'EAST OF A METAL WITNESS POST.
 AT1101'
 AT1101'NOTE- STATION CAN BE REACHED BY BOAT OR AIRCRAFT.  NO DISTANCE TO
 AT1101'REFERENCE MARK 2
 AT1101'DUE TO EXTREME HIGH TIDE.
 AT1101'
 AT1101'NO AZIMUTH MARK SET AT THIS TIME.
 AT1101
 AT1101                          STATION RECOVERY (1969)
 AT1101
 AT1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1101'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND TO BE IN BAD
 AT1101'CONDITION AFTER HURRICANE CAMILLE.  THIS STATION AND RMS NEED
 AT1101'REPAIR.
 AT1101
 AT1101                          STATION RECOVERY (1970)
 AT1101
 AT1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1101'STATION WAS VISITED 3-23-70.  REFERENCE MARKS 3 AND 4 WERE RECOVERED
 AT1101'IN GOOD CONDITION.  STATION LAMO 1934 WAS RECOVERED IN POOR
 AT1101'CONDITION ABOUT 15 FEET OFFSHORE AND IN 1-1/2 FEET OF WATER.
 AT1101'STATION LAMO 2 1966 WAS FOUND WITH THE ORANGEBURG PIPE BROKEN OFF
 AT1101'AND THE COPPER ROD TWISTED.  THE ROD WAS SAWED OFF, A NEW DISK
 AT1101'CRIMPED TO THE TOP AND POSITIONED BY DISTANCE AND ANGLE MEASUREMENTS
 AT1101'TO THE REFERENCE MARKS.  SEVERAL KNOWN MASTS AND WATER TANKS WERE
 AT1101'ALSO INTERSECTED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AT1101'
 AT1101'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF EMPIRE, 6 MILES EAST OF
 AT1101'PORT SULPHUR, 5 MILES NORTH OF BURAS, 3-1/2 MILES EAST OF SIXTY MILE
 AT1101'POINT AND AT THE MOUTH OF LAMOQUE BAYOU WHERE IT EMPTIES INTO
 AT1101'CALIFORNIA BAY AND ON TOP OF A SPOIL BANK ALONG THE SOUTH SIDE OF
 AT1101'BAYOU LAMOQUE.  IT IS ABOUT 125 PACES WEST OF WHERE THE BAYOU
 AT1101'EMPTIES INTO THE BAY, 60 FEET SOUTH OF THE SOUTH EDGE OF THE BAYOU
 AT1101'AND 3 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS C AND GS
 AT1101'TRIANGULATION STATION DISK, STAMPED LAMO 2 1966 1970, CRIMPED
 AT1101'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG AND
 AT1101'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT1101'
 AT1101'REFERENCE MARK NO. 3 IS 49.75 FEET SOUTH OF THE STATION.  IT IS 109
 AT1101'FEET SOUTH OF THE SOUTH EDGE OF THE BAYOU, 52 FEET SOUTH OF THE
 AT1101'METAL WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A
 AT1101'C AND GS REFERENCE MARK DISK, STAMPED LAMO 2 NO 3 1966, CRIMPED TO
 AT1101'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND
 AT1101'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT1101'
 AT1101'REFERENCE MARK NO. 4 IS 91.50 FEET WEST OF THE STATION.  IT IS 35
 AT1101'FEET SOUTH OF THE SOUTH EDGE OF THE BAYOU, 1 FOOT EAST OF A METAL
 AT1101'WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A C
 AT1101'AND GS REFERENCE MARK DISK, STAMPED LAMO 2 NO 4 1966, CRIMPED
 AT1101'TO THE TOP A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND
 AT1101'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 20 INCHES.
 AT1101'
 AT1101'LAMO 1934 IS 367.70 FEET SOUTHEAST OF THE STATION.  IT IS 15 FEET
 AT1101'SOUTHEAST OF THE SHORELINE AND 1.5 FEET SOUTHEAST OF A METAL WITNESS
 AT1101'POST.  IT IS A C AND GS TRIANGULATION STATION DISK, STAMPED LAMO
 AT1101'1934, SET IN CONCRETE IN THE TOP OF AN 8 INCH TERRACOTTA TILE WHICH
 AT1101'IS UNDER WATER AT HIGH TIDE.
 AT1101'
 AT1101'NOTE--STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT1101'
 AT1101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 AT1101'OF EMPIRE.
 AT1101
 AT1101                          STATION RECOVERY (1981)
 AT1101
 AT1101'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1981 (MH)
 AT1101'LAMO NO 2 1966 AND 1970 RECOVERED FAIR, LEANING APROX 6 INCHES OFF
 AT1101'CENTER.
 AT1101'
 AT1101'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES N.E OF EMPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0853 ***********************************************************************
 AV0853  DESIGNATION -  LAND
 AV0853  PID         -  AV0853
 AV0853  STATE/COUNTY-  LA/CAMERON
 AV0853  USGS QUAD   -  F-R RANCH (1982)
 AV0853
 AV0853                         *CURRENT SURVEY CONTROL
 AV0853  ___________________________________________________________________
 AV0853* NAD 83(1992)-  29 55 37.02651(N)    093 31 44.61847(W)     ADJUSTED  
 AV0853* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0853  **This station is located in a subsidence area (see below).
 AV0853  ___________________________________________________________________
 AV0853  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0853  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AV0853
 AV0853  HORZ ORDER  -  THIRD
 AV0853
 AV0853.The horizontal coordinates were established by classical geodetic methods
 AV0853.and adjusted by the National Geodetic Survey in January 1993..
 AV0853
 AV0853 ** The orthometric height has not been validated since last determined
 AV0853 ** by differential leveling and should not be used for control purposes.
 AV0853 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0853 ** area with valid NAVD 88 orthometric heights.
 AV0853 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0853 ** epoch indicated which incorporates improved geoid heights for the
 AV0853 ** Southern Louisiana Subsidence area.
 AV0853 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0853.The orthometric height was scaled from a topographic map.
 AV0853
 AV0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0853
 AV0853.The geoid height was determined by GEOID03.
 AV0853
 AV0853;                    North         East     Units Scale Factor Converg.
 AV0853;SPC LA S     -   160,200.548   788,015.988   MT  0.99992657   -1 05 52.4
 AV0853;SPC LA S     -   525,591.30  2,585,349.12   sFT  0.99992657   -1 05 52.4
 AV0853;UTM  15      - 3,310,808.688   448,935.625   MT  0.99963217   -0 15 50.2
 AV0853
 AV0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0853!SPC LA S     -   1.00000411  x   0.99992657  =   0.99993068
 AV0853!UTM  15      -   1.00000411  x   0.99963217  =   0.99963627
 AV0853
 AV0853|---------------------------------------------------------------------|
 AV0853| PID    Reference Object                     Distance      Geod. Az  |
 AV0853|                                                           dddmmss.s |
 AV0853| CV9968 LAND RM                              40.173 METERS 18049     |
 AV0853| AV0851 CLUB                                APPROX. 5.4 KM 1810042.1 |
 AV0853|---------------------------------------------------------------------|
 AV0853
 AV0853                          SUPERSEDED SURVEY CONTROL
 AV0853
 AV0853  NAD 83(1986)-  29 55 37.05030(N)    093 31 44.60428(W) AD(       ) 3
 AV0853  NAD 27      -  29 55 36.29000(N)    093 31 44.02000(W) AD(       ) 3
 AV0853
 AV0853.Superseded values are not recommended for survey control.
 AV0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0853.See file dsdata.txt to determine how the superseded data were derived.
 AV0853
 AV0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4893610809(NAD 83)
 AV0853_MARKER: DS = TRIANGULATION STATION DISK
 AV0853_SETTING: 0 = UNSPECIFIED SETTING
 AV0853
 AV0853  HISTORY     - Date     Condition        Report By
 AV0853  HISTORY     - 1933     MONUMENTED       CGS
 AV0853
 AV0853                          STATION DESCRIPTION
 AV0853
 AV0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JML)
 AV0853'ABOUT 3.25 MILES N ALONG CANAL FROM STARKS CLUBHOUSE AND
 AV0853'OPPOSITE A T-CANAL W TO STARKS HILL CAMP AND FIVE LAKES,
 AV0853'ON THE E SPOIL BANK OF N-S CANAL.
 AV0853'
 AV0853'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0853'LAND 1933.
 AV0853'
 AV0853'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0853'TABLET AND IS 131.8 FEET S FROM STATION MARK.  S 00 DEG 49 MIN W.
 AV0853'
 AV0853'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0853'ELEVATED 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3176 ***********************************************************************
 CP3176  DESIGNATION -  LANDRUM
 CP3176  PID         -  CP3176
 CP3176  STATE/COUNTY-  LA/RICHLAND
 CP3176  USGS QUAD   -  RAYVILLE (1982)
 CP3176
 CP3176                         *CURRENT SURVEY CONTROL
 CP3176  ___________________________________________________________________
 CP3176* NAD 83(1992)-  32 28 57.60501(N)    091 46 22.06035(W)     ADJUSTED  
 CP3176* NAVD 88     -        24.6    (meters)      81.     (feet)  VERTCON   
 CP3176  ___________________________________________________________________
 CP3176  X           -    -166,606.811 (meters)                     COMP
 CP3176  Y           -  -5,382,925.345 (meters)                     COMP
 CP3176  Z           -   3,405,701.256 (meters)                     COMP
 CP3176  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CP3176  ELLIP HEIGHT-          -1.36  (meters)          (01/02/04) GPS OBS
 CP3176  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP3176
 CP3176  HORZ ORDER  -  THIRD
 CP3176  ELLP ORDER  -  FOURTH    CLASS II
 CP3176
 CP3176.This mark is at John H Hooks Jr Mem Airport (M79)
 CP3176
 CP3176.The horizontal coordinates were established by GPS observations
 CP3176.and adjusted by the National Geodetic Survey in January 1993..
 CP3176
 CP3176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3176
 CP3176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3176
 CP3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3176
 CP3176.The ellipsoidal height was determined by GPS observations
 CP3176.and is referenced to NAD 83.
 CP3176
 CP3176.The geoid height was determined by GEOID03.
 CP3176
 CP3176;                    North         East     Units Scale Factor Converg.
 CP3176;SPC LA N     -   220,061.764 1,068,350.490   MT  0.99996322   +0 23 04.1
 CP3176;SPC LA N     -   721,985.97  3,505,079.90   sFT  0.99996322   +0 23 04.1
 CP3176;UTM  15      - 3,594,601.098   615,308.527   MT  0.99976396   +0 39 32.9
 CP3176
 CP3176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3176!SPC LA N     -   1.00000021  x   0.99996322  =   0.99996343
 CP3176!UTM  15      -   1.00000021  x   0.99976396  =   0.99976417
 CP3176
 CP3176:                Primary Azimuth Mark                     Grid Az
 CP3176:SPC LA N     -  LANDRUM AZ MK                            002 48 44.9
 CP3176:UTM  15      -  LANDRUM AZ MK                            002 32 16.1
 CP3176
 CP3176|---------------------------------------------------------------------|
 CP3176| PID    Reference Object                     Distance      Geod. Az  |
 CP3176|                                                           dddmmss.s |
 CP3176| CP3175 LANDRUM AZ MK                       APPROX. 0.5 KM 0031149.0 |
 CP3176|---------------------------------------------------------------------|
 CP3176
 CP3176                          SUPERSEDED SURVEY CONTROL
 CP3176
 CP3176  ELLIP H (01/21/93)   -1.30   (m)                       GP(       ) 4 2
 CP3176  NAD 83(1986)-  32 28 57.61878(N)    091 46 22.05308(W) AD(       ) 3
 CP3176  NAD 27      -  32 28 57.10440(N)    091 46 21.60232(W) AD(       ) 3
 CP3176  NGVD 29 (11/20/87)   24.7    (m)           81.     (f) GPS OBS        
 CP3176
 CP3176.Superseded values are not recommended for survey control.
 CP3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3176.See file dsdata.txt to determine how the superseded data were derived.
 CP3176
 CP3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1530994601(NAD 83)
 CP3176_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3176_SP_SET: CONCRETE POST
 CP3176_STAMPING: LANDRUM 1986
 CP3176_MARK LOGO: NGS   
 CP3176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP3176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3176+STABILITY: SURFACE MOTION
 CP3176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3176+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1995
 CP3176
 CP3176  HISTORY     - Date     Condition        Report By
 CP3176  HISTORY     - 1986     MONUMENTED       LADTD
 CP3176  HISTORY     - 19861231 GOOD             LADTD
 CP3176  HISTORY     - 19870427 GOOD
 CP3176  HISTORY     - 19950809 GOOD             LADTD
 CP3176
 CP3176                          STATION DESCRIPTION
 CP3176
 CP3176'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CP3176'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTHWEST OF RAYVILLE AT
 CP3176'THE RAYVILLE MUNICIPAL AIRPORT, NEAR THE THIRD APPROACH RAMP TO THE
 CP3176'RUNWAY AND AN AIRPORT PARKING AREA.
 CP3176'OWNERSHIP--CITY OF RAYVILLE, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 CP3176'MR. BILLY LANDRUM, TELEPHONE 318-728-4436.
 CP3176'
 CP3176'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CP3176'HIGHWAY 137 IN RAYVILLE, GO WEST ALONG HIGHWAY 80 FOR 1.6 KM (1 MI)
 CP3176'TO THE AIRPORT ENTRANCE, THEN GO NORTH ALONG THE TAXIWAY FOR 0.4 KM
 CP3176'(0.25 MI) TO THE THIRD APPROACH RAMP TO RUNWAY AND THE STATION SET
 CP3176'ON THE RIGHT AND SOUTH OF THE APPROACH RAMP.
 CP3176'
 CP3176'THE STATION IS A STANDARD NGS DISK
 CP3176'STAMPED---LANDRUM 1986---,
 CP3176'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3176'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3176'29.9 METERS (98 FT) EAST FROM THE CENTER OF A NORTH-SOUTH TAXIWAY,
 CP3176'24.4 METERS (80 FT) SOUTH FROM THE CENTER OF AN EAST-WEST TAXIWAY,
 CP3176'23.5 METERS (77 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 CP3176'13.4 METERS (44 FT) SOUTHWEST FROM THE SOUTH END OF A CONCRETE
 CP3176'CULVERT UNDER TAXIWAY AND
 CP3176'0.5 METER (1.5 FT) NORTH FROM A WITNESS POST.
 CP3176'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CP3176'STAMPED---LANDRUM 1986---,
 CP3176'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CP3176'
 CP3176'DESCRIBED BY RICHARD COPP.
 CP3176
 CP3176                          STATION RECOVERY (1986)
 CP3176
 CP3176'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 CP3176'ABOUT 0.4 KM (0.25 MI) NORTH FROM THE JUNCTION OF US HIGHWAY 80 AND
 CP3176'AIRPORT ROAD JUST WEST OF RAYVILLE TO THE THIRD APPROACH RAMP TO THE
 CP3176'RUMWAY AND THE MARK ON THE RIGHT AND SOUTH OF THE APPROACH RAMP, 29.9
 CP3176'METERS (98.1 FT) EAST OF A TAXIWAY, 24.4 METERS (80.1 FT) SOUTH OF AN
 CP3176'APPROACH RAMP, 23.5 METERS (77.1 FT) WEST OF THE WEST EDGE OF THE
 CP3176'RUNWAY AND 13.4 METERS (44.0 FT) SOUTHWEST OF THE SOUTH END OF A
 CP3176'CONCRETE CULVERT UNDER THE TAXIWAY.
 CP3176
 CP3176                          STATION RECOVERY (1987)
 CP3176
 CP3176'RECOVERED 1987
 CP3176'RECOVERED IN GOOD CONDITION.
 CP3176
 CP3176                          STATION RECOVERY (1995)
 CP3176
 CP3176'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 CP3176'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF RAYVILLE AT THE
 CP3176'RAYVILLE MUNICIPAL AIRPORT, NEAR THE THIRD APPROACH RAMP TO THE
 CP3176'RUNWAY.  OWNERSHIP--CITY OF RAYVILLE, FOR ENTRANCE INTO THE AIRFIELD
 CP3176'CONTACT MR.  BERRY, MAYOR OF RAYVILLE, TELEPHONE 318-728-4436. TO
 CP3176'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 80 AND STATE
 CP3176'HIGHWAY 137 SOUTH, IN RAYVILLE, GO WEST FOR 0.9 MI (1.4 KM) ON HIGHWAY
 CP3176'80 TO THE JUNCTION WITH A PARISH ROAD, TURN RIGHT AND GO NORTH FOR
 CP3176'0.05 MI (0.08 KM) ON THE PARISH ROAD TO THE AIRPORT ENTRANCE, TURN
 CP3176'RIGHT AND GO EAST FOR 0.15 MI (0.24 KM) ON THE AIRPORT ENTRANCE ROAD
 CP3176'TO THE SOUTH END OF THE TAXIWAY, TURN LEFT AND GO NORTH FOR 0.2 MI
 CP3176'(0.3 KM) ON THE TAXIWAY TO THE THIRD APPROACH RAMP AND THE STATION ON
 CP3176'THE RIGHT. THE STATION IS 102.5 FT (31.2 M) WEST FROM THE CENTER OF
 CP3176'THE RUNWAY, 98.0 FT (29.9 M) EAST FROM THE CENTER OF THE TAXIWAY, 80.0
 CP3176'FT (24.4 M) SOUTH FROM THE CENTER OF THE APPROACH RAMP, 44.0 FT (13.4
 CP3176'M) SOUTHWEST FROM THE SOUTH END OF A CONCRETE CULVERT UNDER THE
 CP3176'APPROACH RAMP, RECESSED 8 INCHES BELOW THE GROUND SURFACE AND ABOUT
 CP3176'LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3175 ***********************************************************************
 CP3175  DESIGNATION -  LANDRUM AZ MK
 CP3175  PID         -  CP3175
 CP3175  STATE/COUNTY-  LA/RICHLAND
 CP3175  USGS QUAD   -  RAYVILLE (1982)
 CP3175
 CP3175                         *CURRENT SURVEY CONTROL
 CP3175  ___________________________________________________________________
 CP3175* NAD 83(1992)-  32 29 15.10699(N)    091 46 20.90694(W)     ADJUSTED  
 CP3175* NAVD 88     -        24.7    (meters)      81.     (feet)  VERTCON   
 CP3175  ___________________________________________________________________
 CP3175  X           -    -166,567.756 (meters)                     COMP
 CP3175  Y           -  -5,382,636.915 (meters)                     COMP
 CP3175  Z           -   3,406,156.071 (meters)                     COMP
 CP3175  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CP3175  ELLIP HEIGHT-          -1.29  (meters)          (01/02/04) GPS OBS
 CP3175  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP3175
 CP3175  HORZ ORDER  -  THIRD
 CP3175  ELLP ORDER  -  FOURTH    CLASS II
 CP3175
 CP3175.This mark is at John H Hooks Jr Mem Airport (M79)
 CP3175
 CP3175.The horizontal coordinates were established by GPS observations
 CP3175.and adjusted by the National Geodetic Survey in January 1993..
 CP3175
 CP3175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3175
 CP3175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3175
 CP3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3175
 CP3175.The ellipsoidal height was determined by GPS observations
 CP3175.and is referenced to NAD 83.
 CP3175
 CP3175.The geoid height was determined by GEOID03.
 CP3175
 CP3175;                    North         East     Units Scale Factor Converg.
 CP3175;SPC LA N     -   220,601.069 1,068,376.984   MT  0.99996406   +0 23 04.7
 CP3175;SPC LA N     -   723,755.34  3,505,166.82   sFT  0.99996406   +0 23 04.7
 CP3175;UTM  15      - 3,595,140.417   615,332.431   MT  0.99976402   +0 39 33.8
 CP3175
 CP3175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3175!SPC LA N     -   1.00000020  x   0.99996406  =   0.99996426
 CP3175!UTM  15      -   1.00000020  x   0.99976402  =   0.99976422
 CP3175
 CP3175:                Primary Azimuth Mark                     Grid Az
 CP3175:SPC LA N     -  LANDRUM                                  182 48 44.9
 CP3175:UTM  15      -  LANDRUM                                  182 32 15.8
 CP3175
 CP3175|---------------------------------------------------------------------|
 CP3175| PID    Reference Object                     Distance      Geod. Az  |
 CP3175|                                                           dddmmss.s |
 CP3175| CP3176 LANDRUM                             APPROX. 0.5 KM 1831149.6 |
 CP3175|---------------------------------------------------------------------|
 CP3175
 CP3175                          SUPERSEDED SURVEY CONTROL
 CP3175
 CP3175  ELLIP H (01/21/93)   -1.23   (m)                       GP(       ) 4 2
 CP3175  NAD 83(1986)-  32 29 15.12077(N)    091 46 20.89969(W) AD(       ) 3
 CP3175  NAD 27      -  32 29 14.60686(N)    091 46 20.44922(W) AD(       ) 3
 CP3175  NGVD 29 (11/20/87)   24.7    (m)           81.     (f) GPS OBS        
 CP3175
 CP3175.Superseded values are not recommended for survey control.
 CP3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3175.See file dsdata.txt to determine how the superseded data were derived.
 CP3175
 CP3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1533295140(NAD 83)
 CP3175_MARKER: DZ = AZIMUTH MARK DISK
 CP3175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3175_SP_SET: CONCRETE POST
 CP3175_STAMPING: LANDRUM 1986
 CP3175_MARK LOGO: NGS   
 CP3175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP3175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3175+STABILITY: SURFACE MOTION
 CP3175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3175+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1987
 CP3175
 CP3175  HISTORY     - Date     Condition        Report By
 CP3175  HISTORY     - 1986     MONUMENTED       LADTD
 CP3175  HISTORY     - 19861231 GOOD             LADTD
 CP3175  HISTORY     - 19870427 GOOD
 CP3175
 CP3175                          STATION DESCRIPTION
 CP3175
 CP3175'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CP3175'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTHWEST OF RAYVILLE,
 CP3175'AT THE RAYVILLE MUNICIPAL AIRPORT AND NEAR THE NORTH END OF THE
 CP3175'RUNWAY.
 CP3175'OWNERSHIP--CITY OF RAYVILLE, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 CP3175'BILLY LANDRUM, TELEPHONE 318-728-4436.
 CP3175'
 CP3175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CP3175'HIGHWAY 137 NORTH IN RAYVILLE, GO WEST ON HIGHWAY 80 FOR 1.6 KM (1
 CP3175'MI) TO THE AIRPORT ENTRANCE, THEN GO NORTH ALONG THE TAXIWAY FOR
 CP3175'0.1 KM (0.05 MI) TO THE APPROACH RAMP TO THE SOUTH END OF THE
 CP3175'RUNWAY, THEN LEFT, NORTH ALONG THE RUNWAY FOR 0.9 KM (0.55 MI) TO
 CP3175'THE STATION ON THE LEFT AND WEST OF THE RUNWAY.
 CP3175'
 CP3175'THE STATION IS A STANDARD NGS DISK
 CP3175'STAMPED---LANDRUM 1986---,
 CP3175'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3175'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3175'11.3 METERS (37 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 CP3175'8.2 METERS (27 FT) WEST FROM A RUNWAY LIGHT NUMBER 42 AND
 CP3175'0.6 METER (2 FT) EAST FROM A WITNESS POST.
 CP3175'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CP3175'STAMPED---LANDRUM 1986---,
 CP3175'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CP3175'
 CP3175'DESCRIBED BY RICHARD COPP.
 CP3175
 CP3175                          STATION RECOVERY (1986)
 CP3175
 CP3175'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (SLC)
 CP3175'ABOUT 0.4 KM (0.25 MI) NORTH FROM THE JUNCTION OF US HIGHWAY 80 AND
 CP3175'AIRPORT ROAD JUST WEST OF RAYVILLE TO THE THIRD APPROACH RAMP, THENCE
 CP3175'EAST (RIGHT) ON THE APPROACH RAMP TO THE RUNWAY, THENCE NORTH FOR 0.6
 CP3175'KM (0.35 MI) ON THE RUNWAY TO THE MARK ON THE LEFT AND WEST OF THE
 CP3175'RUNWAY, 11.3 METERS (37.1 FT) WEST OF THE WEST EDGE OF THE RUNWAY AND
 CP3175'8.2 METERS (26.9 FT) WEST OF RUNWAY LIGHT NUMBER 42.
 CP3175
 CP3175                          STATION RECOVERY (1987)
 CP3175
 CP3175'RECOVERED 1987
 CP3175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2323 ***********************************************************************
 AU2323  DESIGNATION -  LANDRY
 AU2323  PID         -  AU2323
 AU2323  STATE/COUNTY-  LA/ASSUMPTION
 AU2323  USGS QUAD   -  NAPOLEONVILLE (1980)
 AU2323
 AU2323                         *CURRENT SURVEY CONTROL
 AU2323  ___________________________________________________________________
 AU2323* NAD 83(1992)-  29 57 36.24114(N)    091 04 09.95378(W)     ADJUSTED  
 AU2323* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2323  **This station is located in a subsidence area (see below).
 AU2323  ___________________________________________________________________
 AU2323  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AU2323  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AU2323
 AU2323  HORZ ORDER  -  FIRST
 AU2323
 AU2323.The horizontal coordinates were established by classical geodetic methods
 AU2323.and adjusted by the National Geodetic Survey in January 1993..
 AU2323
 AU2323 ** The orthometric height has not been validated since last determined
 AU2323 ** by differential leveling and should not be used for control purposes.
 AU2323 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2323 ** area with valid NAVD 88 orthometric heights.
 AU2323 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2323 ** epoch indicated which incorporates improved geoid heights for the
 AU2323 ** Southern Louisiana Subsidence area.
 AU2323 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2323.The orthometric height was scaled from a topographic map.
 AU2323
 AU2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2323
 AU2323.The geoid height was determined by GEOID03.
 AU2323
 AU2323;                    North         East     Units Scale Factor Converg.
 AU2323;SPC LA S     -   161,869.413 1,025,471.177   MT  0.99992600   +0 07 55.0
 AU2323;SPC LA S     -   531,066.57  3,364,400.02   sFT  0.99992600   +0 07 55.0
 AU2323;UTM  15      - 3,315,928.204   686,291.156   MT  1.00002819   +0 57 51.8
 AU2323
 AU2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2323!SPC LA S     -   1.00000382  x   0.99992600  =   0.99992982
 AU2323!UTM  15      -   1.00000382  x   1.00002819  =   1.00003201
 AU2323
 AU2323|---------------------------------------------------------------------|
 AU2323| PID    Reference Object                     Distance      Geod. Az  |
 AU2323|                                                           dddmmss.s |
 AU2323| AU2324 LANDRY 2                             35.774 METERS 00515     |
 AU2323| AU2321 PAINCOURTVILLE CATHOLIC CHURCH      APPROX. 3.8 KM 0205214.9 |
 AU2323| AU2328 LANDRY 1931 RM 2                     49.559 METERS 02436     |
 AU2323| BJ4475 DONALDSONVILLE MUNICIPAL TANK       APPROX.18.1 KM 0255456.1 |
 AU2323| BJ4483 LAUDERDALE SUGAR REF TANK           APPROX.20.0 KM 0444556.4 |
 AU2323| AU2326 NAPOLEONVILLE MUNICIPAL TANK        APPROX. 5.0 KM 1184710.8 |
 AU2323| AU2322 NAPOLEONVILLE CATH CH CROSS         APPROX. 4.8 KM 1200458.0 |
 AU2323| CV9969 LANDRY RM 1                          36.412 METERS 28916     |
 AU2323| BJ5089 KESSLER RESET                       APPROX. 8.4 KM 3575045.5 |
 AU2323|---------------------------------------------------------------------|
 AU2323
 AU2323                          SUPERSEDED SURVEY CONTROL
 AU2323
 AU2323  NAD 83(1986)-  29 57 36.26030(N)    091 04 09.95309(W) AD(       ) 1
 AU2323  NAD 27      -  29 57 35.53187(N)    091 04 09.59315(W) AD(       ) 1
 AU2323
 AU2323.Superseded values are not recommended for survey control.
 AU2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2323.See file dsdata.txt to determine how the superseded data were derived.
 AU2323
 AU2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8629115928(NAD 83)
 AU2323_MARKER: DS = TRIANGULATION STATION DISK
 AU2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2323
 AU2323  HISTORY     - Date     Condition        Report By
 AU2323  HISTORY     - 1931     MONUMENTED       CGS
 AU2323  HISTORY     - 1935     GOOD             CGS
 AU2323  HISTORY     - 1954     GOOD             CGS
 AU2323  HISTORY     - 1963     GOOD             CGS
 AU2323
 AU2323                          STATION DESCRIPTION
 AU2323
 AU2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2323'STATION IS IN THE VILLAGE OF BRUSLE ST. VINCENT, WHICH IS ABOUT
 AU2323'4 MILES NW OF NAPOLEONVILLE AND 2-1/2 MILES SW OF PAINCOURTVILLE,
 AU2323'ON UNCULTIVATED LAND OWNED BY GUSTAVE LANDRY.
 AU2323'
 AU2323'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AU2323'SET IN CONCRETE.
 AU2323'
 AU2323'SURFACE MARK IS FLUSH WITH THE GROUND.
 AU2323'
 AU2323'REFERENCE MARK 1 PROJECTS 2 INCHES, IS 65 FEET S OF FRONT
 AU2323'OF HOUSE OF D.P. SIMONEAUX, 1 FOOT N OF FRONT YARD FENCE, 2
 AU2323'FEET E OF GATEPOST, 20 FEET N OF CENTER LINE OF ROAD ON N
 AU2323'SIDE OF CANAL, ABOUT 200 FEET W OF LANDRYS STORE, AND 119.46
 AU2323'FEET FROM STATION.
 AU2323'
 AU2323'REFERENCE MARK 2 PROJECTS 2 INCHES AND IS ON SW SIDE OF
 AU2323'LANDRYS STORE, 81 FEET NW OF BANK OF CANAL, 1 FOOT W OF
 AU2323'STORE SIDE PORCH, 1 FOOT S OF A FENCE AND 162.60 FEET FROM
 AU2323'STATION.
 AU2323'
 AU2323'THE FOLLOWING BEARINGS ARE FROM THE STATION--NAPOLEONVILLE,
 AU2323'CATHOLIC CHURCH, CROSS ON DOME, S 59 DEG 55 MIN E.
 AU2323'NAPOLEONVILLE, MUNICIPAL WATER TANK, S 61 DEG 13 MIN E.
 AU2323'
 AU2323'TO REACH THE STATION FROM ROUTE 29 AT PAINCOURTVILLE, FOLLOW
 AU2323'GRAVEL ROAD AT NORTHERN EDGE OF VILLAGE, 1.8 MILES SW TO
 AU2323'BRUSLE ST. VINCENT, TURN LEFT ACROSS BRIDGE AND FOLLOW DIRT
 AU2323'ROAD W 0.1 MILE TO STATION, WHICH IS ABOUT 160 FEET S OF F.U.
 AU2323'LANDRYS STORE ON A MOUND IN A BOW OF CANAL, 115 FEET NE OF A
 AU2323'LIVE OAK TREE, 120 FEET NW OF R.P. LANDRYS HOUSE, 29 FEET
 AU2323'NW OF CENTER LINE OF ROAD, 26 FEET SE OF CANAL BANK, AND 80
 AU2323'FEET SE OF ROAD ON N SIDE OF CANAL.
 AU2323
 AU2323                          STATION RECOVERY (1935)
 AU2323
 AU2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2323'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO
 AU2323'BE IN GOOD CONDITION.
 AU2323'
 AU2323'A 90-FOOT LIGHT STAND WAS BUILT AT THIS STATION AND WAS NOT
 AU2323'OCCUPIED.  THEREFORE, THE MARKS WERE NOT CHECKED.
 AU2323'
 AU2323'TO REACH STATION FROM PAINCOURTVILLE, FOLLOW THE GRAVEL
 AU2323'ROAD SW PAST THE BRICK CHURCH A DISTANCE OF 2.7 MILES TO
 AU2323'BRIDGE OVER CANAL IN VILLAGE OF BRUSLE ST. VINCENT.  TURN LEFT
 AU2323'ACROSS AND FOLLOW DIRT ROAD W 0.1 MILE TO STATION.
 AU2323
 AU2323                          STATION RECOVERY (1954)
 AU2323
 AU2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RJL)
 AU2323'THE STATION, A BRONZE CAP SET IN CONCRETE, WAS RECOVERED IN
 AU2323'GOOD CONDITION.  IT HAS ABOUT 14-IN. COVERING DUE TO RECENT
 AU2323'DREDGING OF BAYOU ST. VINCENT.
 AU2323
 AU2323                          STATION RECOVERY (1963)
 AU2323
 AU2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 AU2323'THE STATION WAS VISITED 5-17-63 AND THE STATION MARK, AND
 AU2323'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 AU2323'THE STATION MARK AND REFERENCE MARK NO. 1 WERE MOVED AT THIS
 AU2323'DATE DUE TO PROPOSED ROAD CONSTRUCTION.  THIS WAS DONE BY
 AU2323'ESTABLISHING A NEW STATION LANDRY 2 1963, 117.45 FEET NORTH
 AU2323'OF THE STATION AND ESTABLISHING REFERENCE MARK NO. 3 FOR THE
 AU2323'NEW STATION.  REFERENCE MARK NO. 1 WAS THEN DESTROYED AND
 AU2323'THE DISK RECLAIMED.  THE STATION SURFACE MARK AND SUB-SURFACE
 AU2323'MARKS WILL BE DESTROYED DURING ROAD CONSTRUCTION.  THE
 AU2323'CATHOLIC CHURCH CROSS AND THE MUNICIPAL WATER TANK IN
 AU2323'NAPOLEAN, VILLE WERE NOT VISIBLE FROM THE STATION AT THIS
 AU2323'DATE.  REFERENCE MARK NO. 2 WAS USED AS A REFERENCE MARK
 AU2323'FOR THE NEW STATION.
 AU2323'
 AU2323'SEE DESCRIPTION FOR STATION LANDRY 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2537 ***********************************************************************
 AU2537  DESIGNATION -  LANDRY
 AU2537  PID         -  AU2537
 AU2537  STATE/COUNTY-  LA/ST MARY
 AU2537  USGS QUAD   -  JEANERETTE (1994)
 AU2537
 AU2537                         *CURRENT SURVEY CONTROL
 AU2537  ___________________________________________________________________
 AU2537* NAD 83(1992)-  29 52 37.30535(N)    091 39 57.01761(W)     ADJUSTED  
 AU2537* NAVD 88     -         3.5  **(meters)      11.   **(feet)  VERTCON   
 AU2537  **This station is located in a subsidence area (see below).
 AU2537  ___________________________________________________________________
 AU2537  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU2537  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AU2537
 AU2537  HORZ ORDER  -  SECOND
 AU2537
 AU2537.The horizontal coordinates were established by classical geodetic methods
 AU2537.and adjusted by the National Geodetic Survey in January 1993..
 AU2537
 AU2537 ** The orthometric height has not been validated since last determined
 AU2537 ** by differential leveling and should not be used for control purposes.
 AU2537 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2537 ** area with valid NAVD 88 orthometric heights.
 AU2537 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2537 ** epoch indicated which incorporates improved geoid heights for the
 AU2537 ** Southern Louisiana Subsidence area.
 AU2537 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2537
 AU2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2537
 AU2537.The geoid height was determined by GEOID03.
 AU2537
 AU2537;                    North         East     Units Scale Factor Converg.
 AU2537;SPC LA S     -   152,682.536   967,880.715   MT  0.99992807   -0 09 58.5
 AU2537;SPC LA S     -   500,925.95  3,175,455.31   sFT  0.99992807   -0 09 58.5
 AU2537;UTM  15      - 3,305,906.654   628,841.074   MT  0.99980481   +0 39 52.9
 AU2537
 AU2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2537!SPC LA S     -   1.00000359  x   0.99992807  =   0.99993166
 AU2537!UTM  15      -   1.00000359  x   0.99980481  =   0.99980840
 AU2537
 AU2537:                Primary Azimuth Mark                     Grid Az
 AU2537:SPC LA S     -  23 E 005                                 015 24 17.8
 AU2537:UTM  15      -  23 E 005                                 014 34 26.4
 AU2537
 AU2537|---------------------------------------------------------------------|
 AU2537| PID    Reference Object                     Distance      Geod. Az  |
 AU2537|                                                           dddmmss.s |
 AU2537| AU2535 23 E 005                            APPROX. 0.6 KM 0151419.3 |
 AU2537| CV9971 LANDRY RM 1                          27.296 METERS 04603     |
 AU2537| AU2536 LANDRY 1969 RM 2                     19.121 METERS 12615     |
 AU2537| CV9970 LANDRY AZ MK                                       1811016.0 |
 AU2537| AU2539 JEANERETTE MUN TANK 1969            APPROX. 4.0 KM 3462922.2 |
 AU2537|---------------------------------------------------------------------|
 AU2537
 AU2537                          SUPERSEDED SURVEY CONTROL
 AU2537
 AU2537  NAD 83(1986)-  29 52 37.32701(N)    091 39 57.01212(W) AD(       ) 2
 AU2537  NAD 27      -  29 52 36.58730(N)    091 39 56.60075(W) AD(       ) 2
 AU2537  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 AU2537
 AU2537.Superseded values are not recommended for survey control.
 AU2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2537.See file dsdata.txt to determine how the superseded data were derived.
 AU2537
 AU2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2884105907(NAD 83)
 AU2537_MARKER: DS = TRIANGULATION STATION DISK
 AU2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2537
 AU2537  HISTORY     - Date     Condition        Report By
 AU2537  HISTORY     - 1969     MONUMENTED       CGS
 AU2537  HISTORY     - 1974     GOOD             NGS
 AU2537
 AU2537                          STATION DESCRIPTION
 AU2537
 AU2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2537'THE STATION IS ABOUT 7 MILES NORTHWEST OF BALDWIN, 2-1/2 MILES SOUTH
 AU2537'OF JEANRETTE AND ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH PAVED
 AU2537'ROAD.
 AU2537'
 AU2537'TO REACH THE STATION FROM THE POST OFFICE IN JEANRETTE, GO SOUTH ON
 AU2537'U. S. HIGHWAY 90 FOR 0.9 MILE TO ST PETERS STREET ON THE RIGHT.
 AU2537'TURN RIGHT AND GO SOUTHERLY ON ST PETERS STREET FOR 2.7 MILES TO A
 AU2537'PAVED SIDE ROAD ON THE LEFT AND THE STATION ON THE RIGHT, WEST
 AU2537'SIDE OF PAVED ROAD.
 AU2537'
 AU2537'STATION MARK IS A STANDARD DISK, STAMPED LANDRY 1969, SET IN THE TOP
 AU2537'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH.  IT IS
 AU2537'117 FEET WEST OF A POWER LINE POLE NUMBER 5A, 85.3 FEET NORTHEAST OF
 AU2537'A POWERLINE POLE NUMBER 2B, 6.8 FEET EAST-SOUTHEAST OF A METAL
 AU2537'WITNESS POST AND 27 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 AU2537'PAVED ROAD.
 AU2537'
 AU2537'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LANDRY NO 1 1969, SET
 AU2537'IN THE TOP OF A 12-INCH CYLNNDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AU2537'6 INCHES.  IT IS 65 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 AU2537'PAVED ROAD AND 26 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 AU2537'PAVED ROAD.
 AU2537'
 AU2537'LANDRY RM 2 A IS A STANDARD REFERENCE MARK DISK, STAMPED LANDRY NO. 2
 AU2537'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AU2537'THAT IS FLUSH.  IT IS 61.0 FEET WEST OF POWER LINE POLE NUMBER 5A,
 AU2537'37 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST PAVED ROAD.  30.6
 AU2537'FEET NORTH OF POWER LINE POLE NUMBER 2B AND 29 FEET EAST OF THE
 AU2537'CENTERLINE OF THE NORTH-SOUTH PAVED ROAD.
 AU2537'
 AU2537'AZIMUTH MARK IS A STANDARD DISK, STAMPED LANDRY 1969, SET IN THE
 AU2537'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AU2537'INCHES.  IT IS 36 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 668,
 AU2537'27 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 3.1 FEET SOUTH OF A
 AU2537'METAL WITNESS POST AND 2.5 FEET NORTH OF A POWER LINE POLE WITH
 AU2537'TRANSFORMER.  TO REACH THE MARK FROM THE STATION, GO SOUTH ON
 AU2537'PAVED ROAD FOR 0.5 MILE TO STATE HIGHWAY 668, BEAR LEFT FOR 0.05
 AU2537'MILE TO THE MARK ON THE RIGHT, WEST SIDE OF HIGHWAY 668.
 AU2537
 AU2537                          STATION RECOVERY (1974)
 AU2537
 AU2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RT)
 AU2537'THIS STATION WAS VISITED 12-3-74 AND THE STATION MARK, RM 1 AND THE
 AU2537'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  RM 2 COULD NOT BE
 AU2537'FOUND.
 AU2537'
 AU2537'THE TO REACH AND MARK DESCRIPTION IS GOOD.
 AU2537'
 AU2537'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU2537'
 AU2537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTH OF
 AU2537'JEANRETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2324 ***********************************************************************
 AU2324  DESIGNATION -  LANDRY 2
 AU2324  PID         -  AU2324
 AU2324  STATE/COUNTY-  LA/ASSUMPTION
 AU2324  USGS QUAD   -  NAPOLEONVILLE (1980)
 AU2324
 AU2324                         *CURRENT SURVEY CONTROL
 AU2324  ___________________________________________________________________
 AU2324* NAD 83(1992)-  29 57 37.39806(N)    091 04 09.83162(W)     ADJUSTED  
 AU2324* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2324  **This station is located in a subsidence area (see below).
 AU2324  ___________________________________________________________________
 AU2324  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AU2324  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AU2324
 AU2324  HORZ ORDER  -  SECOND
 AU2324
 AU2324.The horizontal coordinates were established by classical geodetic methods
 AU2324.and adjusted by the National Geodetic Survey in January 1993..
 AU2324.No horizontal observational check was made to the station.
 AU2324
 AU2324 ** The orthometric height has not been validated since last determined
 AU2324 ** by differential leveling and should not be used for control purposes.
 AU2324 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2324 ** area with valid NAVD 88 orthometric heights.
 AU2324 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2324 ** epoch indicated which incorporates improved geoid heights for the
 AU2324 ** Southern Louisiana Subsidence area.
 AU2324 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2324.The orthometric height was scaled from a topographic map.
 AU2324
 AU2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2324
 AU2324.The geoid height was determined by GEOID03.
 AU2324
 AU2324;                    North         East     Units Scale Factor Converg.
 AU2324;SPC LA S     -   161,905.041 1,025,474.370   MT  0.99992599   +0 07 55.1
 AU2324;SPC LA S     -   531,183.46  3,364,410.50   sFT  0.99992599   +0 07 55.1
 AU2324;UTM  15      - 3,315,963.879   686,293.831   MT  1.00002820   +0 57 51.9
 AU2324
 AU2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2324!SPC LA S     -   1.00000382  x   0.99992599  =   0.99992981
 AU2324!UTM  15      -   1.00000382  x   1.00002820  =   1.00003202
 AU2324
 AU2324|---------------------------------------------------------------------|
 AU2324| PID    Reference Object                     Distance      Geod. Az  |
 AU2324|                                                           dddmmss.s |
 AU2324| AU2328 LANDRY 1931 RM 2                     19.758 METERS 06129     |
 AU2324| AU2323 LANDRY                               35.774 METERS 18515     |
 AU2324| CV9972 LANDRY 2 RM 3                        20.200 METERS 34439     |
 AU2324|---------------------------------------------------------------------|
 AU2324
 AU2324                          SUPERSEDED SURVEY CONTROL
 AU2324
 AU2324  NAD 83(1986)-  29 57 37.41721(N)    091 04 09.83094(W) AD(       ) 2
 AU2324  NAD 27      -  29 57 36.68883(N)    091 04 09.47096(W) AD(       ) 2
 AU2324
 AU2324.Superseded values are not recommended for survey control.
 AU2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2324.See file dsdata.txt to determine how the superseded data were derived.
 AU2324
 AU2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8629415964(NAD 83)
 AU2324_MARKER: DS = TRIANGULATION STATION DISK
 AU2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2324
 AU2324  HISTORY     - Date     Condition        Report By
 AU2324  HISTORY     - 1963     MONUMENTED       CGS
 AU2324
 AU2324                          STATION DESCRIPTION
 AU2324
 AU2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (AKH)
 AU2324'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF BRUSLE ST.
 AU2324'VINCENT, ABOUT 3 MILES NORTHWEST OF NAPOLEANVILLE, AND 2.5
 AU2324'MILES SOUTHWEST OF PAINCOURTVILLE, ON LAND OWNED BY THE
 AU2324'SIMONEAUX ESTATE, 76 FEET NORTH OF THE CENTERLINE OF THE
 AU2324'HIGHWAY, 78 FEET WEST OF THE SOUTHWEST CORNER OF THE ED.
 AU2324'LANDRY STORE, 63.5 FEET WEST-SOUTHWEST OF NORTHWEST CORNER
 AU2324'OF THE STORE, 78 FEET SOUTH OF THE SOUTHEAST CORNER OF AN
 AU2324'UNPAINTED HOUSE ON THE SIMONEAUX ESTATE, 62 FEET SOUTH OF
 AU2324'THE FORKED CHINABERRY TREE, 37 FEET WEST OF A FENCE CORNER
 AU2324'AND 1.5 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 AU2324'DISK, STAMPED LANDRY 2 1963, PROJECTING 1 INCH.
 AU2324'
 AU2324'REFERENCE MARK NO. 2 IS 64.80 FEET EAST OF THE STATION, 1
 AU2324'FOOT WEST OF THE WEST SIDE OF THE LANDRY STORE, 53 FEET
 AU2324'NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET NORTH OF THE
 AU2324'SOUTHWEST CORNER OF THE STORE, 43 FEET SOUTH OF THE NORTHWEST
 AU2324'CORNER OF THE STORE, A STANDARD DISK, STAMPED LANDRY NO 2
 AU2324'1931 FLUSH WITH THE GROUND.  THE ARROW ON THE DISK POINTS ABOUT
 AU2324'75 DEGREES TO THE SOUTH FROM THE STATION.
 AU2324'
 AU2324'REFERENCE MARK NO. 3 IS 66.27 FEET NORTHWEST OF THE STATION,
 AU2324'ON PROPERTY OWNED BY MR. ED. LANDRY, 42 FEET NORTH OF THE
 AU2324'NORTHWEST CORNER OF THE STORE, 5 FEET NORTH OF A POWER POLE
 AU2324'WITH A YARD LIGHT, 42 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AU2324'HOUSE, 3 FEET EAST OF A FENCE LINE, 60 FEET NORTH OF A FENCE
 AU2324'CORNER, 112 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 AU2324'49 FEET EAST OF A FORKED CHINABERRY TREE.  IT IS A STANDARD
 AU2324'DISK STAMPED LANDRY 2 NO 3 1963, PROJECTING 1 INCH.
 AU2324'
 AU2324'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 81.43
 AU2324'FEET.
 AU2324'
 AU2324'THERE IS NO AZIMUTH ESTABLISHED FOR THIS STATION.
 AU2324'
 AU2324'TO REACH THE STATION FROM THE TRAFFICE LIGHT AT PAINCOURTVILLE,
 AU2324'GO SOUTHWEST ON BLACK TOPPED ROAD, PAST LARGE BRICK CATHOLIC
 AU2324'CHURCH, FOR 2.7 MILES TO THE STATION AND MR. ED. LANDRYS STORE
 AU2324'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5327 ***********************************************************************
 BJ5327  DESIGNATION -  LANE 2
 BJ5327  PID         -  BJ5327
 BJ5327  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5327  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ5327
 BJ5327                         *CURRENT SURVEY CONTROL
 BJ5327  ___________________________________________________________________
 BJ5327* NAD 83(1992)-  30 25 21.80418(N)    091 04 24.93369(W)     ADJUSTED  
 BJ5327* NAVD 88     -        14.17   (+/-2cm)      46.5    (feet)  VERTCON   
 BJ5327  ___________________________________________________________________
 BJ5327  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ5327  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ5327
 BJ5327  HORZ ORDER  -  THIRD
 BJ5327  VERT ORDER  -  THIRD ? (See Below)
 BJ5327
 BJ5327.The horizontal coordinates were established by classical geodetic methods
 BJ5327.and adjusted by the National Geodetic Survey in January 1993..
 BJ5327
 BJ5327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5327.The vertical order pertains to the NGVD 29 superseded value.
 BJ5327
 BJ5327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5327
 BJ5327.The geoid height was determined by GEOID03.
 BJ5327
 BJ5327;                    North         East     Units Scale Factor Converg.
 BJ5327;SPC LA S     -   213,153.065 1,024,953.311   MT  0.99995275   +0 07 47.5
 BJ5327;SPC LA S     -   699,319.68  3,362,700.99   sFT  0.99995275   +0 07 47.5
 BJ5327;UTM  15      - 3,367,203.453   685,022.136   MT  1.00002234   +0 58 32.7
 BJ5327
 BJ5327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5327!SPC LA S     -   1.00000204  x   0.99995275  =   0.99995479
 BJ5327!UTM  15      -   1.00000204  x   1.00002234  =   1.00002438
 BJ5327
 BJ5327|---------------------------------------------------------------------|
 BJ5327| PID    Reference Object                     Distance      Geod. Az  |
 BJ5327|                                                           dddmmss.s |
 BJ5327| BJ5328 LANE 2 RM 3                          10.617 METERS 08611     |
 BJ5327| BJ5329 LANE 2 RM 4                          11.697 METERS 26507     |
 BJ5327| BJ4933 BATON ROUGE DIX ELEC RAD MAST       APPROX. 1.7 KM 3192654.2 |
 BJ5327| BJ4109 17 G 001                            APPROX. 1.2 KM 3234905.6 |
 BJ5327| BJ3773 LANE                                170.527 METERS 33437     |
 BJ5327|---------------------------------------------------------------------|
 BJ5327
 BJ5327                          SUPERSEDED SURVEY CONTROL
 BJ5327
 BJ5327  NAD 83(1986)-  30 25 21.82166(N)    091 04 24.93258(W) AD(       ) 3
 BJ5327  NGVD 29 (11/02/92)   14.21   (m)           46.6    (f) LEVELING    3  
 BJ5327
 BJ5327.Superseded values are not recommended for survey control.
 BJ5327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5327.See file dsdata.txt to determine how the superseded data were derived.
 BJ5327
 BJ5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8502267203(NAD 83)
 BJ5327_MARKER: DD = SURVEY DISK
 BJ5327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5327_STAMPING: LANE 2 1985
 BJ5327_MARK LOGO: LADH  
 BJ5327_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5327+STABILITY: SURFACE MOTION
 BJ5327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5327+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BJ5327
 BJ5327  HISTORY     - Date     Condition        Report By
 BJ5327  HISTORY     - 1985     MONUMENTED       LADH
 BJ5327  HISTORY     - UNK      SEE DESCRIPTION
 BJ5327
 BJ5327                          STATION DESCRIPTION
 BJ5327
 BJ5327'DESCRIBED BY LA DEPT OF HIGHWAYS 1985 (FLM)
 BJ5327'NO AZIMUTH MARK WAS SET AT THIS TIME.  TRAVERSE STATIONS 17G001 LADH
 BJ5327'1974 AND 17F003 LADH 1974 1985 CAN BE USED AS AZIMUTH MARKS.
 BJ5327' 
 BJ5327'THE STATION IS LOCATED 7 MILES EAST SOUTHEAST OF DOWNTOWN BATON ROUGE
 BJ5327'AND 8 MILES SOUTHWEST OF DENHAM SPRINGS, IN THE NORTHEAST QUARTER OF
 BJ5327'SECTION 100, T7S, R1E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BJ5327'OF TRANSPORTATION AND DEVELOPMENT.  THE STATION IS SET AT THE
 BJ5327'INTERSECTION OF INTERSTATE 12 AND US HIGHWAY 61 NEAR THE NORTH ON RAMP
 BJ5327'FOR HIGHWAY 61 FROM THE INTERSTATE.
 BJ5327' 
 BJ5327'THE STATION IS A STANDARD LADH DISK STAMPED--LANE 2 1985--, SET INTO
 BJ5327'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 BJ5327'FLUSH WITH GROUND LOCATED 176 FT (53.6 M) ENE FROM CENTER OF THE NORTH
 BJ5327'BOUND LANE OF US HIGHWAY 61, 155 FT (47.2 M) ESE FROM A METAL LIGHT
 BJ5327'STANDARD, 49.5 FT (15.1 M) SW FROM A METAL LIGHT STANDARD, AND 17.3 FT
 BJ5327'(5.3 M) S FROM THE CENTER OF THE NORTH ON RAMP FOR HIGHWAY 61.
 BJ5327' 
 BJ5327'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--LANE 2 1985--,
 BJ5327'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M) BELOW THE SURFACE.
 BJ5327'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED--LANE 2 RM 3
 BJ5327'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ5327'CM IN DIAMETER FLUSH WITH GROUND LOCATED 211 FT (64.3 M) ENE FROM THE
 BJ5327'CENTER OF THE NORTH BOUND LANE OF US HIGHWAY 61, 193 FT (58.8 M) ESE
 BJ5327'FROM A METAL LIGHT STANDARD, 44 FT (13.4 M) S FROM A METAL LIGHT
 BJ5327'STANDARD, 21 FT (6.4 M) S FROM THE CENTER OF THE NORTH ON RAMP FOR
 BJ5327'HIGHWAY 61, AND 2 FT (0.6 M) LOWER THAN THE STATION.
 BJ5327' 
 BJ5327'REFERENCE MARK NO 4 IS A STANDARD LADH DISK STAMPED--LANE 2 RM 4
 BJ5327'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ5327'CM IN DIAMETER FLUSH WITH GROUND LOCATED 138 FT (42.1 M) ENE FROM THE
 BJ5327'CENTER OF THE NORTH BOUND LANE OF US HIGHWAY 61, 123 FT (37.5 M) SE
 BJ5327'FROM A METAL LIGHT STANDARD, 77.5 FT (23.6 M) SW FROM A METAL LIGHT
 BJ5327'STANDARD, 18.5 FT (5.6 M) S FROM THE CENTER OF THE NORTH ON RAMP FOR
 BJ5327'HIGHWAY 61, AND 1 FT (0.3 M) LOWER THAN THE STATION.
 BJ5327
 BJ5327                          STATION RECOVERY (UNK )
 BJ5327
 BJ5327'RECOVERED UNK
 BJ5327'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5328 ***********************************************************************
 BJ5328  DESIGNATION -  LANE 2 RM 3
 BJ5328  PID         -  BJ5328
 BJ5328  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5328  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ5328
 BJ5328                         *CURRENT SURVEY CONTROL
 BJ5328  ___________________________________________________________________
 BJ5328* NAD 83(1992)-  30 25 21.82708(N)    091 04 24.53674(W)     ADJUSTED  
 BJ5328* NAVD 88     -        13.95   (+/-2cm)      45.8    (feet)  VERTCON   
 BJ5328  ___________________________________________________________________
 BJ5328  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ5328  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ5328
 BJ5328  HORZ ORDER  -  THIRD
 BJ5328  VERT ORDER  -  THIRD ? (See Below)
 BJ5328
 BJ5328.The horizontal coordinates were established by classical geodetic methods
 BJ5328.and adjusted by the National Geodetic Survey in January 1993..
 BJ5328
 BJ5328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5328.The vertical order pertains to the NGVD 29 superseded value.
 BJ5328
 BJ5328.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5328
 BJ5328.The geoid height was determined by GEOID03.
 BJ5328
 BJ5328;                    North         East     Units Scale Factor Converg.
 BJ5328;SPC LA S     -   213,153.794 1,024,963.903   MT  0.99995276   +0 07 47.7
 BJ5328;SPC LA S     -   699,322.07  3,362,735.74   sFT  0.99995276   +0 07 47.7
 BJ5328;UTM  15      - 3,367,204.338   685,032.716   MT  1.00002238   +0 58 33.0
 BJ5328
 BJ5328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5328!SPC LA S     -   1.00000207  x   0.99995276  =   0.99995483
 BJ5328!UTM  15      -   1.00000207  x   1.00002238  =   1.00002445
 BJ5328
 BJ5328                          SUPERSEDED SURVEY CONTROL
 BJ5328
 BJ5328  NAD 83(1986)-  30 25 21.84452(N)    091 04 24.53562(W) AD(       ) 3
 BJ5328  NGVD 29 (11/02/92)   13.99   (m)           45.9    (f) LEVELING    3  
 BJ5328
 BJ5328.Superseded values are not recommended for survey control.
 BJ5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5328.See file dsdata.txt to determine how the superseded data were derived.
 BJ5328
 BJ5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8503367204(NAD 83)
 BJ5328_MARKER: DR = REFERENCE MARK DISK
 BJ5328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5328_STAMPING: LANE 2 RM 3 1985
 BJ5328_MARK LOGO: LADH  
 BJ5328_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5328+STABILITY: SURFACE MOTION
 BJ5328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5328+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1985
 BJ5328
 BJ5328  HISTORY     - Date     Condition        Report By
 BJ5328  HISTORY     - 1985     MONUMENTED       LADH
 BJ5328  HISTORY     - UNK      SEE DESCRIPTION
 BJ5328  HISTORY     - 19850101 GOOD             LADH
 BJ5328
 BJ5328                          STATION DESCRIPTION
 BJ5328
 BJ5328'DESCRIBED UNK
 BJ5328'RECOVERED AS DESCRIBED.
 BJ5328
 BJ5328                          STATION RECOVERY (1985)
 BJ5328
 BJ5328'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1985 (FLM)
 BJ5328'THE BENCH MARK IS SET IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 BJ5328'INTERSTATE 12 AND US HIGHWAY 61 NEAR THE NORTH ON RAMP FOR HIGHWAY 61
 BJ5328'FROM THE INTERSTATE, 64.3 METERS (211 FT) EAST NORTHEAST OF THE CENTER
 BJ5328'OF THE NORTH BOUND LANE OF US HIGHWAY 61, 58.8 METERS (193 FT) EAST
 BJ5328'SOUTHEAST OF A METAL LIGHT STANDARD, 13.4 METERS (44 FT) SOUTH OF A
 BJ5328'METAL LIGHT STANDARD, AND 6.4 METERS (21 FT) SOUTH OF THE CENTER OF
 BJ5328'THE NORTH ON RAMP FOR HIGHWAY 61.
 BJ5328' 
 BJ5328'IT IS A DISK SET INTO THE TOP OF A CONCRETE POST FLUSH WITH GROUND
 BJ5328'LOCATED 1.22 M BELOW RAMP, 13.4 M S FROM A METAL LIGHT STANDARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5329 ***********************************************************************
 BJ5329  DESIGNATION -  LANE 2 RM 4
 BJ5329  PID         -  BJ5329
 BJ5329  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5329  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ5329
 BJ5329                         *CURRENT SURVEY CONTROL
 BJ5329  ___________________________________________________________________
 BJ5329* NAD 83(1992)-  30 25 21.77179(N)    091 04 25.37039(W)     ADJUSTED  
 BJ5329* NAVD 88     -        14.11   (+/-2cm)      46.3    (feet)  VERTCON   
 BJ5329  ___________________________________________________________________
 BJ5329  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ5329  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ5329
 BJ5329  HORZ ORDER  -  THIRD
 BJ5329  VERT ORDER  -  THIRD ? (See Below)
 BJ5329
 BJ5329.The horizontal coordinates were established by classical geodetic methods
 BJ5329.and adjusted by the National Geodetic Survey in January 1993..
 BJ5329
 BJ5329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5329.The vertical order pertains to the NGVD 29 superseded value.
 BJ5329
 BJ5329.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5329
 BJ5329.The geoid height was determined by GEOID03.
 BJ5329
 BJ5329;                    North         East     Units Scale Factor Converg.
 BJ5329;SPC LA S     -   213,152.041 1,024,941.660   MT  0.99995275   +0 07 47.3
 BJ5329;SPC LA S     -   699,316.32  3,362,662.76   sFT  0.99995275   +0 07 47.3
 BJ5329;UTM  15      - 3,367,202.257   685,010.500   MT  1.00002228   +0 58 32.5
 BJ5329
 BJ5329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5329!SPC LA S     -   1.00000205  x   0.99995275  =   0.99995480
 BJ5329!UTM  15      -   1.00000205  x   1.00002228  =   1.00002433
 BJ5329
 BJ5329                          SUPERSEDED SURVEY CONTROL
 BJ5329
 BJ5329  NAD 83(1986)-  30 25 21.78931(N)    091 04 25.36928(W) AD(       ) 3
 BJ5329  NGVD 29 (11/02/92)   14.15   (m)           46.4    (f) LEVELING    3  
 BJ5329
 BJ5329.Superseded values are not recommended for survey control.
 BJ5329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5329.See file dsdata.txt to determine how the superseded data were derived.
 BJ5329
 BJ5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8501067202(NAD 83)
 BJ5329_MARKER: DR = REFERENCE MARK DISK
 BJ5329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5329_STAMPING: LANE 2 RM 4 1985
 BJ5329_MARK LOGO: LADH  
 BJ5329_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5329+STABILITY: SURFACE MOTION
 BJ5329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5329+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1985
 BJ5329
 BJ5329  HISTORY     - Date     Condition        Report By
 BJ5329  HISTORY     - 1985     MONUMENTED       LADH
 BJ5329  HISTORY     - UNK      SEE DESCRIPTION
 BJ5329  HISTORY     - 19850101 GOOD             LADH
 BJ5329
 BJ5329                          STATION DESCRIPTION
 BJ5329
 BJ5329'DESCRIBED UNK
 BJ5329'RECOVERED AS DESCRIBED.
 BJ5329
 BJ5329                          STATION RECOVERY (1985)
 BJ5329
 BJ5329'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1985 (FLM)
 BJ5329'THE BENCH MARK IS SET IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 BJ5329'INTERSTATE 12 AND US HIGHWAY 61 NEAR THE NORTH ON RAMP FOR HIGHWAY 61
 BJ5329'FROM THE INTERSTATE, 42.1 METERS (138 FT) EAST NORTHEAST OF THE CENTER
 BJ5329'OF THE NORTH BOUND LANE OF US HIGHWAY 61, 37.5 METERS (123 FT)
 BJ5329'SOUTHEAST OF A METAL LIGHT STANDARD, 23.6 METERS (77.5 FT) SOUTHWEST
 BJ5329'OF A METAL LIGHT STANDARD, AND 5.6 METERS (18.5 FT) SOUTH OF THE
 BJ5329'CENTER OF THE NORTH ON RAMP FOR HIGHWAY 61.
 BJ5329' 
 BJ5329'A DISK SET INTO THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND 0.91
 BJ5329'M BELOW RAMP, 23.6 M SW FROM A METAL LIGHT STANDARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2762 ***********************************************************************
 CQ2762  DESIGNATION -  LANG
 CQ2762  PID         -  CQ2762
 CQ2762  STATE/COUNTY-  LA/OUACHITA
 CQ2762  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2762
 CQ2762                         *CURRENT SURVEY CONTROL
 CQ2762  ___________________________________________________________________
 CQ2762* NAD 83(1992)-  32 24 42.18443(N)    092 13 30.03002(W)     ADJUSTED  
 CQ2762* NAVD 88     -        48.5    (meters)     159.     (feet)  VERTCON   
 CQ2762  ___________________________________________________________________
 CQ2762  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CQ2762  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2762
 CQ2762  HORZ ORDER  -  SECOND
 CQ2762
 CQ2762.The horizontal coordinates were established by classical geodetic methods
 CQ2762.and adjusted by the National Geodetic Survey in January 1993..
 CQ2762
 CQ2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2762
 CQ2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2762
 CQ2762.The geoid height was determined by GEOID03.
 CQ2762
 CQ2762;                    North         East     Units Scale Factor Converg.
 CQ2762;SPC LA N     -   211,997.595 1,025,866.766   MT  0.99995180   +0 08 43.4
 CQ2762;SPC LA N     -   695,528.78  3,365,697.88   sFT  0.99995180   +0 08 43.4
 CQ2762;UTM  15      - 3,586,337.180   572,874.061   MT  0.99966549   +0 24 55.5
 CQ2762
 CQ2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2762!SPC LA N     -   0.99999645  x   0.99995180  =   0.99994825
 CQ2762!UTM  15      -   0.99999645  x   0.99966549  =   0.99966194
 CQ2762
 CQ2762|---------------------------------------------------------------------|
 CQ2762| PID    Reference Object                     Distance      Geod. Az  |
 CQ2762|                                                           dddmmss.s |
 CQ2762| CY4835 LANG RM 1                            11.206 METERS 08858     |
 CQ2762| CY4836 LANG RM 2                            12.298 METERS 26926     |
 CQ2762| CY4834 LANG AZ MK                                         2723902.1 |
 CQ2762| CQ2763 LANG LADH A PT 1971                   6.404 METERS 31802     |
 CQ2762|---------------------------------------------------------------------|
 CQ2762
 CQ2762                          SUPERSEDED SURVEY CONTROL
 CQ2762
 CQ2762  NAD 83(1986)-  32 24 42.19794(N)    092 13 30.02191(W) AD(       ) 2
 CQ2762  NAD 27      -  32 24 41.66430(N)    092 13 29.52547(W) AD(       ) 2
 CQ2762  NGVD 29 (07/19/86)   48.5    (m)          159.     (f) VERT ANG       
 CQ2762
 CQ2762.Superseded values are not recommended for survey control.
 CQ2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2762.See file dsdata.txt to determine how the superseded data were derived.
 CQ2762
 CQ2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7287486337(NAD 83)
 CQ2762_MARKER: DD = SURVEY DISK
 CQ2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2762
 CQ2762  HISTORY     - Date     Condition        Report By
 CQ2762  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2762
 CQ2762                          STATION DESCRIPTION
 CQ2762
 CQ2762'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2762'THE STATION IS LOCATED 10 MILES SOUTHWEST OF MONROE, 11 MILES
 CQ2762'EAST OF EROS AND 6 MILES NORTH OF LUNA, IN THE SOUTHWEST 1/4
 CQ2762'OF SECTION 36, T17N, R2E, AND ON THE PROPERTY OWNED BY THE
 CQ2762'LOUISIANA DEPARTMENT OF HIGHWAYS, ADDRESS BATON ROUGE.
 CQ2762'
 CQ2762'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 20
 CQ2762'AND STATE HIGHWAY 34 IN WEST MONROE, DRIVE SOUTHWEST ALONG
 CQ2762'STATE HIGHWAY 34 FOR 9.2 MILES TO THE STATION WHICH IS SET ON
 CQ2762'THE LEFT AND SOUTH OF THE HIGHWAY NEAR A FENCE AND A HIGHWAY
 CQ2762'RIGHT-OF-WAY MARKER.
 CQ2762'
 CQ2762'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG
 CQ2762'STATE HIGHWAY 34 FOR 0.35 MILE TO THE MARK WHICH IS SET ON THE
 CQ2762'LEFT AND SOUTH OF THE HIGHWAY NEAR A GRAVEL DRIVE AND A
 CQ2762'HIGHWAY RIGHT-OF-WAY MARKER.
 CQ2762'
 CQ2762'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2762'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2762'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 CQ2762'WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP
 CQ2762'OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 CQ2762'GROUND SURFACE.  THEY ARE STAMPED LANG 1971.  THE MARK IS 100
 CQ2762'FEET WEST OF A FENCE CORNER, 69 FEET SOUTH OF THE CENTER OF
 CQ2762'STATE HIGHWAY 34, 5 FEET EAST OF A CONCRETE HIGHWAY
 CQ2762'RIGHT-OF-WAY MARKER, 2 FEET NORTH OF A FENCE, AND 1.5 FEET
 CQ2762'SOUTH OF A METAL WITNESS POST AND SIGN.
 CQ2762'
 CQ2762'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2762'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2762'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2762'WITH THE GROUND.  IT IS STAMPED LANG R.M. 1 1971.  IT IS 60
 CQ2762'FEET WEST OF A FENCE CORNER, 69 FEET SOUTH OF THE CENTER OF
 CQ2762'STATE HIGHWAY 34, 41 FEET EAST OF A CONCRETE HIGHWAY
 CQ2762'RIGHT-OF-WAY MARKER, AND 3 FEET NORTH OF A FENCE.
 CQ2762'
 CQ2762'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2762'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP
 CQ2762'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2762'THE GROUND.  IT IS STAMPED LANG R.M. 2 1971.  IT IS 140 FEET
 CQ2762'WEST OF A FENCE CORNER, 69 FEET SOUTH OF THE CENTER OF STATE
 CQ2762'HIGHWAY 34, 36 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 CQ2762'MARKER, AND 4 FEET NORTH OF A FENCE.
 CQ2762'
 CQ2762'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2762'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2762'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2762'WITH THE GROUND.  IT IS STAMPED LANG AZ.MK. 1971.  IT IS 66
 CQ2762'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 34, 58 FEET WEST OF
 CQ2762'THE CENTER OF A GRAVEL DRIVE LEADING SOUTH, 36 FEET SOUTHWEST
 CQ2762'OF THE WEST END OF A CULVERT UNDER THE GRAVEL DRIVE, 7 FEET
 CQ2762'EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 5 FEET NORTH
 CQ2762'OF A FENCE, AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 CQ2762'
 CQ2762'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2812 ***********************************************************************
 CQ2812  DESIGNATION -  LAPINE
 CQ2812  PID         -  CQ2812
 CQ2812  STATE/COUNTY-  LA/OUACHITA
 CQ2812  USGS QUAD   -  CHATHAM SE (1982)
 CQ2812
 CQ2812                         *CURRENT SURVEY CONTROL
 CQ2812  ___________________________________________________________________
 CQ2812* NAD 83(1992)-  32 22 07.21140(N)    092 17 03.72219(W)     ADJUSTED  
 CQ2812* NAVD 88     -        80.0    (meters)     262.     (feet)  VERTCON   
 CQ2812  ___________________________________________________________________
 CQ2812  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CQ2812  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ2812
 CQ2812  HORZ ORDER  -  FIRST
 CQ2812
 CQ2812.The horizontal coordinates were established by classical geodetic methods
 CQ2812.and adjusted by the National Geodetic Survey in January 1993..
 CQ2812
 CQ2812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2812
 CQ2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2812
 CQ2812.The geoid height was determined by GEOID03.
 CQ2812
 CQ2812;                    North         East     Units Scale Factor Converg.
 CQ2812;SPC LA N     -   207,211.453 1,020,292.745   MT  0.99994562   +0 06 50.4
 CQ2812;SPC LA N     -   679,826.24  3,347,410.45   sFT  0.99994562   +0 06 50.4
 CQ2812;UTM  15      - 3,581,526.252   567,324.219   MT  0.99965589   +0 22 59.3
 CQ2812
 CQ2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2812!SPC LA N     -   0.99999149  x   0.99994562  =   0.99993711
 CQ2812!UTM  15      -   0.99999149  x   0.99965589  =   0.99964739
 CQ2812
 CQ2812:                Primary Azimuth Mark                     Grid Az
 CQ2812:SPC LA N     -  LUNA LOOKOUT TOWER                       100 56 08.8
 CQ2812:UTM  15      -  LUNA LOOKOUT TOWER                       100 39 59.9
 CQ2812
 CQ2812|---------------------------------------------------------------------|
 CQ2812| PID    Reference Object                     Distance      Geod. Az  |
 CQ2812|                                                           dddmmss.s |
 CQ2812| CQ2742 LUNA LOOKOUT TOWER                  APPROX. 5.6 KM 1010259.2 |
 CQ2812| CY4837 LAPINE AZ MK                                       1994046.0 |
 CQ2812| CY4838 LAPINE RM 1                          31.990 METERS 21557     |
 CQ2812| CY4839 LAPINE RM 2                          28.038 METERS 34317     |
 CQ2812|---------------------------------------------------------------------|
 CQ2812
 CQ2812                          SUPERSEDED SURVEY CONTROL
 CQ2812
 CQ2812  NAD 83(1986)-  32 22 07.22503(N)    092 17 03.71393(W) AD(       ) 1
 CQ2812  NAD 27      -  32 22 06.68567(N)    092 17 03.21052(W) AD(       ) 1
 CQ2812  NGVD 29 (07/19/86)   80.0    (m)          262.     (f) VERT ANG       
 CQ2812
 CQ2812.Superseded values are not recommended for survey control.
 CQ2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2812.See file dsdata.txt to determine how the superseded data were derived.
 CQ2812
 CQ2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6732481526(NAD 83)
 CQ2812_MARKER: DS = TRIANGULATION STATION DISK
 CQ2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2812
 CQ2812  HISTORY     - Date     Condition        Report By
 CQ2812  HISTORY     - 1971     MONUMENTED       NGS
 CQ2812
 CQ2812                          STATION DESCRIPTION
 CQ2812
 CQ2812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2812'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY BRUSH.
 CQ2812'
 CQ2812'THE STATION IS LOCATED ABOUT 13-1/4 MILES SOUTHWEST OF WEST
 CQ2812'MONROE, 10-1/4 MILES NORTHEAST OF CHATHAM, 8-1/4 MILES
 CQ2812'EAST-SOUTHEAST OF EROS, 4-1/2 MILES NORTHWEST OF LUNA, IN
 CQ2812'SECTION 17, T 16 N, R 2 E AND ON THE PROPERTY OF OLINKRAFT
 CQ2812'INC., MR. A.B. SMITH, FORESTRY MANAGER WAS CONTACTED.  THE
 CQ2812'ADDRESS IS POST OFFICE BOX 488, WEST MONROE, LOUISIANA, 71291.
 CQ2812'
 CQ2812'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34
 CQ2812'AND INTERSTATE HIGHWAY 20 IN WEST MONROE, GO SOUTH ON STATE
 CQ2812'HIGHWAY 34 FOR 9.2 MILES TO THE JUNCTION OF STATE HIGHWAY 3033
 CQ2812'ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 34 FOR 0.1 MILE
 CQ2812'TO JUNCTION OF LAPINE ROAD ON THE LEFT.  TURN LEFT AND GO
 CQ2812'SOUTHWEST ON LAPINE ROAD FOR 0.45 MILE TO A PAVED ROAD
 CQ2812'LEFT.  CONTINUE SOUTHWEST ON LAPINE ROAD FOR 1.5 MILES TO A
 CQ2812'PAVED ROAD LEFT.  CONTINUE SOUTHWEST ON LAPINE ROAD FOR 3.15
 CQ2812'MILES TO A GRADED ROAD RIGHT AND THE AZIMUTH MARK IN THE
 CQ2812'NORTHWEST ANGLE OF THE GRADED ROAD AND LAPINE ROAD.  TURN
 CQ2812'RIGHT AND GO NORTH AND NORTHWESTERLY ON GRADED ROAD FOR
 CQ2812'0.25 MILE TO THE STATION ON THE RIGHT.
 CQ2812'
 CQ2812'THE STATION MARKS ARE STANDARD DISKS STAMPED LAPINE 1971.  THE
 CQ2812'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2812'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 CQ2812'IS 63 FEET NORTH OF A 30-INCH PINE STUMP, 31 FEET EAST OF THE
 CQ2812'CENTER OF THE GRADED ROAD AND 5.5 FEET SOUTH OF A METAL WITNESS
 CQ2812'POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CQ2812'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2812'
 CQ2812'REFERENCE MARK 1, A STANDARD DISK STAMPED LAPINE NO 1 1971, IS
 CQ2812'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2812'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET
 CQ2812'SOUTHWEST OF THE 30-INCH PINE STUMP, 17 FEET WEST OF THE CENTER
 CQ2812'OF THE GRADED ROAD AND 3 FEET NORTH OF A METAL WITNESS POST
 CQ2812'WITH SIGN.
 CQ2812'
 CQ2812'REFERENCE MARK 2, A STANDARD DISK STAMPED LAPINE NO 2 1971,
 CQ2812'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2812'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 10
 CQ2812'FEET WEST OF THE CENTER OF THE GRADED ROAD AND 3.3 FEET
 CQ2812'SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 CQ2812'
 CQ2812'THE AZIMUTH MARK, A STANDARD DISK STAMPED LAPINE 1971, IS
 CQ2812'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2812'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET NORTH
 CQ2812'OF THE CENTER OF LAPINE ROAD, 32 FEET WEST OF THE CENTER OF THE
 CQ2812'GRADED ROAD AND 3 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 CQ2812'
 CQ2812'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1204 ***********************************************************************
 AU1204  DESIGNATION -  LAPIT
 AU1204  PID         -  AU1204
 AU1204  STATE/COUNTY-  LA/LAFOURCHE
 AU1204  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU1204
 AU1204                         *CURRENT SURVEY CONTROL
 AU1204  ___________________________________________________________________
 AU1204* NAD 83(1992)-  29 27 43.90685(N)    090 18 34.83948(W)     ADJUSTED  
 AU1204* NAVD 88     -         1.17   (+/-2cm)       3.8  **(feet)  VERTCON   
 AU1204  **This station is located in a subsidence area (see below).
 AU1204  ___________________________________________________________________
 AU1204  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU1204  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AU1204
 AU1204  HORZ ORDER  -  THIRD
 AU1204  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1204
 AU1204.The horizontal coordinates were established by classical geodetic methods
 AU1204.and adjusted by the National Geodetic Survey in January 1993..
 AU1204
 AU1204 ** The orthometric height has not been validated since last determined
 AU1204 ** by differential leveling and should not be used for control purposes.
 AU1204 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1204 ** area with valid NAVD 88 orthometric heights.
 AU1204 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1204 ** epoch indicated which incorporates improved geoid heights for the
 AU1204 ** Southern Louisiana Subsidence area.
 AU1204 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1204.The vertical order pertains to the NGVD 29 superseded value.
 AU1204
 AU1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1204
 AU1204.The geoid height was determined by GEOID03.
 AU1204
 AU1204;                    North         East     Units Scale Factor Converg.
 AU1204;SPC LA S     -   107,099.054 1,099,292.598   MT  0.99996963   +0 30 42.6
 AU1204;SPC LA S     -   351,374.15  3,606,595.80   sFT  0.99996963   +0 30 42.6
 AU1204;UTM  15      - 3,262,209.048   760,912.856   MT  1.00044007   +1 19 26.3
 AU1204
 AU1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1204!SPC LA S     -   1.00000371  x   0.99996963  =   0.99997334
 AU1204!UTM  15      -   1.00000371  x   1.00044007  =   1.00044378
 AU1204
 AU1204                          SUPERSEDED SURVEY CONTROL
 AU1204
 AU1204  NAD 83(1986)-  29 27 43.92153(N)    090 18 34.85094(W) AD(       ) 3
 AU1204  NAD 27      -  29 27 43.13000(N)    090 18 34.56000(W) AD(       ) 3
 AU1204  NGVD 29 (??/??/??)    1.212  (m)            3.98   (f) ADJUSTED    1 2
 AU1204
 AU1204.Superseded values are not recommended for survey control.
 AU1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1204.See file dsdata.txt to determine how the superseded data were derived.
 AU1204
 AU1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6091362209(NAD 83)
 AU1204_MARKER: DS = TRIANGULATION STATION DISK
 AU1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1204_STAMPING: LAPIT 1934
 AU1204_MARK LOGO: CGS   
 AU1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1204+STABILITY: SURFACE MOTION
 AU1204
 AU1204  HISTORY     - Date     Condition        Report By
 AU1204  HISTORY     - 1934     MONUMENTED       CGS
 AU1204  HISTORY     - 1945     GOOD             GULF
 AU1204  HISTORY     - 1952     GOOD             CGS
 AU1204  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU1204  HISTORY     - 1965     GOOD             CGS
 AU1204  HISTORY     - 1979     MARK NOT FOUND   LADTD
 AU1204  HISTORY     - 1981     MARK NOT FOUND   NGS
 AU1204
 AU1204                          STATION DESCRIPTION
 AU1204
 AU1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU1204'STATION IS BETWEEN BAYOU LAFOURCHE AND STATE HIGHWAY 77,
 AU1204'ABOUT 0.2 MILE S OF THE PITTS CANAL, NEAR THE WM. PETRE
 AU1204'SCHOOL, 6 METERS (20 FEET) E OF THE BAYOU AND 7 METERS (23 FEET)
 AU1204'W OF THE W SIDE OF THE HIGHWAY.
 AU1204'
 AU1204'THE STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 AU1204'IN THE TOP OF A TILE.
 AU1204'
 AU1204'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A MASS
 AU1204'OF CONCRETE WHICH IS CAST AROUND A LONG WOODEN PILE DRIVEN
 AU1204'IN THE MARSH.
 AU1204'
 AU1204'REFERENCE MARK NO. 1 IS IN THE NW CORNER OF THE SCHOOLYARD,
 AU1204'ON THE FENCE LINE, AND 14.84 METERS (48.7 FEET) FROM THE
 AU1204'STATION N 28 DEG E (MAGNETIC).
 AU1204'
 AU1204'REFERENCE MARK NO. 2 IS 21.73 METERS (71.3 FEET) FROM THE
 AU1204'STATION S 27 DEG E (MAGNETIC).
 AU1204
 AU1204                          STATION RECOVERY (1945)
 AU1204
 AU1204'RECOVERY NOTE BY GULF REFINING COMPANY 1945 (GHL)
 AU1204'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.
 AU1204'
 AU1204'REFERENCE MARK NO. 2 BROKEN OFF 8 INCHES BELOW GROUND LEVEL.
 AU1204'THE MARKER WAS RECOVERED INTACT AND SET DOWN IN THE GROUND,
 AU1204'LOOSE OVER THE BASE.
 AU1204
 AU1204                          STATION RECOVERY (1952)
 AU1204
 AU1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU1204'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  ACCORDING
 AU1204'TO A LOCAL RESIDENT, THE STATION WAS TURNED ON ITS SIDE
 AU1204'BY A BULLDOZER AND IS NOW BURIED BENEATH FILL.  REFERENCE
 AU1204'MARK 2 HAS BEEN LOST THROUGH EROSION OF THE BANK OF THE BAYOU.
 AU1204'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU1204'
 AU1204'REFERENCE MARK 1 IS LOCATED 6.3 MI. SE OF THE POST OFFICE
 AU1204'AT CUT OFF, 0.2 MI. S OF PITTS CANAL, ALONG STATE HIGHWAY
 AU1204'77, IN FRONT OF A WHITE HOUSE, 16 FT. SW OF A HEDGE, 24
 AU1204'FT. NE OF THE CENTERLINE OF THE HIGHWAY, 67 FT. S OF THE
 AU1204'S CORNER OF A STORE, AND 28 FT. NW OF A POWER LINE POLE.
 AU1204'A WOODEN BULKHEAD ON THE BANK OF BAYOU LAFOURCHE IS 44 FT.
 AU1204'S 63 DEG W (MAGNETIC).  IT IS A STANDARD REFERENCE-MARK
 AU1204'DISK, STAMPED LAPIT NO 1 1934 AND SET IN CONCRETE FLUSH
 AU1204'WITH THE GROUND.
 AU1204
 AU1204                          STATION RECOVERY (1965)
 AU1204
 AU1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1204'THE STATION MARK, STAMPED LAPIT 1934, IS ABOUT 2.15 MILES
 AU1204'NORTH ALONG STATE HIGHWAY 308 FROM THE DRAWBRIDGE OVER THE
 AU1204'LAFOURCHE BAYOU AT GALLIANO, IN SECTION 52, T 19 S, R 21 E,
 AU1204'103 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 AU1204'SOUTHWEST CORNER OF THE ELIE PITRE STORE, 71 FEET SOUTH
 AU1204'OF THE EXTENDED CENTER LINE OF AN ASPHALT DRIVEWAY, 75 FEET
 AU1204'SOUTHWEST OF THE NORTHWEST CORNER POST OF A WIRE MESH FENCE,
 AU1204'49 FEET WEST AND ACROSS THE HIGHWAY FROM A POWER POLE, 20
 AU1204'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN
 AU1204'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AU1204'
 AU1204'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU1204
 AU1204                          STATION RECOVERY (1965)
 AU1204
 AU1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1204'2.15 MI N FROM GALLIANO.
 AU1204'2.15 MILES NORTH ALONG STATE HIGHWAY 308 FROM THE DRAWBRIDGE OVER THE
 AU1204'LAFOURCHE BAYOU AT GALLIANO, IN SECTION 52, T 19 S, R 21 E, 103 FEET
 AU1204'SOUTH-SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF
 AU1204'THE ELIE PITRE STORE, 71 FEET SOUTH OF THE EXTENDED CENTER LINE OF AN
 AU1204'ASPHALT DRIVEWAY, 75 FEET SOUTHWEST OF THE NORTHWEST CORNER POST OF A
 AU1204'WIRE MESH FENCE, 49 FEET WEST OF AND ACROSS THE HIGHWAY FROM A POWER
 AU1204'POLE, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE
 AU1204'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AU1204
 AU1204                          STATION RECOVERY (1979)
 AU1204
 AU1204'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 AU1204'MARK NOT FOUND.
 AU1204
 AU1204                          STATION RECOVERY (1981)
 AU1204
 AU1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU1204'DESCRIPTION NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4313 ***********************************************************************
 BJ4313  DESIGNATION -  LAPLACE
 BJ4313  PID         -  BJ4313
 BJ4313  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4313  USGS QUAD   -  LAPLACE (1992)
 BJ4313
 BJ4313                         *CURRENT SURVEY CONTROL
 BJ4313  ___________________________________________________________________
 BJ4313* NAD 83(1992)-  30 04 07.97343(N)    090 29 02.11840(W)     ADJUSTED  
 BJ4313* NAVD 88     -         2.5  **(meters)       8.   **(feet)  VERTCON   
 BJ4313  **This station is located in a subsidence area (see below).
 BJ4313  ___________________________________________________________________
 BJ4313  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ4313  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BJ4313
 BJ4313  HORZ ORDER  -  SECOND
 BJ4313
 BJ4313.The horizontal coordinates were established by classical geodetic methods
 BJ4313.and adjusted by the National Geodetic Survey in January 1993..
 BJ4313
 BJ4313 ** The orthometric height has not been validated since last determined
 BJ4313 ** by differential leveling and should not be used for control purposes.
 BJ4313 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4313 ** area with valid NAVD 88 orthometric heights.
 BJ4313 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4313 ** epoch indicated which incorporates improved geoid heights for the
 BJ4313 ** Southern Louisiana Subsidence area.
 BJ4313 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4313
 BJ4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4313
 BJ4313.The geoid height was determined by GEOID03.
 BJ4313
 BJ4313;                    North         East     Units Scale Factor Converg.
 BJ4313;SPC LA S     -   174,205.097 1,081,893.129   MT  0.99992645   +0 25 29.0
 BJ4313;SPC LA S     -   571,537.89  3,549,511.04   sFT  0.99992645   +0 25 29.0
 BJ4313;UTM  15      - 3,329,087.377   742,541.256   MT  1.00032583   +1 15 40.6
 BJ4313
 BJ4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4313!SPC LA S     -   1.00000376  x   0.99992645  =   0.99993021
 BJ4313!UTM  15      -   1.00000376  x   1.00032583  =   1.00032959
 BJ4313
 BJ4313|---------------------------------------------------------------------|
 BJ4313| PID    Reference Object                     Distance      Geod. Az  |
 BJ4313|                                                           dddmmss.s |
 BJ4313| BJ4312 LAPLACE LDH 1972 RM 1                 7.982 METERS 12031     |
 BJ4313| BJ4306 LAPLACE BELL TEL MICROWAVE          APPROX. 4.0 KM 1281530.1 |
 BJ4313| CW2007 LAPLACE AZ MK                                      2940252.8 |
 BJ4313| CW2008 LAPLACE RM 2                          8.161 METERS 30452     |
 BJ4313|---------------------------------------------------------------------|
 BJ4313
 BJ4313                          SUPERSEDED SURVEY CONTROL
 BJ4313
 BJ4313  NAD 83(1986)-  30 04 07.99040(N)    090 29 02.11891(W) AD(       ) 2
 BJ4313  NAD 27      -  30 04 07.26430(N)    090 29 01.81451(W) AD(       ) 2
 BJ4313  NGVD 29 (07/19/86)    2.5    (m)            8.     (f) VERT ANG       
 BJ4313
 BJ4313.Superseded values are not recommended for survey control.
 BJ4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4313.See file dsdata.txt to determine how the superseded data were derived.
 BJ4313
 BJ4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4254129087(NAD 83)
 BJ4313_MARKER: DD = SURVEY DISK
 BJ4313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4313
 BJ4313  HISTORY     - Date     Condition        Report By
 BJ4313  HISTORY     - 1972     MONUMENTED       LADH
 BJ4313
 BJ4313                          STATION DESCRIPTION
 BJ4313
 BJ4313'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ4313'THE STATION IS LOCATED 12 MILES NORTHWEST OF NEW ORLEANS, 5 MILES
 BJ4313'NORTHEAST OF EDGARD, IN THE SOUTHWEST 1/4 OF SECTION 26, T11S, R7E,
 BJ4313'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4313'
 BJ4313'TO REACH THE STATION FROM LAPLACE AT THE INTERSECTION OF U. S.
 BJ4313'HIGHWAY 61 AND U. S. HIGHWAY 51, DRIVE WEST ALONG U. S. HIGHWAY 61
 BJ4313'FOR 0.4 MILE.  THE STATION IS SET ON THE RIGHT AND NORTH OF THE
 BJ4313'HIGHWAY NEAR A FENCE AND A CULVERT.
 BJ4313'
 BJ4313'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG U. S.
 BJ4313'HIGHWAY 61 FOR 0.3 MILE.  THE MARK IS SET ON THE RIGHT AND NORTH OF
 BJ4313'THE HIGHWAY NEAR A SHELL SERVICE STATION AND A TRAFFIC LIGHT SWITCH
 BJ4313'BOX.
 BJ4313'
 BJ4313'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4313'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4313'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4313'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4313'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4313'STAMPED LAPLACE 1972.  THE MARK IS 59 FEET EAST-NORTHEAST OF THE
 BJ4313'CENTER OF THE WEST BOUND LANE ON U. S. HIGHWAY 61, 45 FEET
 BJ4313'SOUTHEAST OF THE CENTER OF A CONCRETE HEADWALL ON A BOX CULVERT,
 BJ4313'15 FEET SOUTH SOUTHEAST OF THE CENTER OF A METAL GATE, 2.5
 BJ4313'FEET WEST-SOUTHWEST OF A FENCE, AND 1 FOOT WEST-SOUTHWEST OF A METAL
 BJ4313'WITNESS POST AND SIGN.
 BJ4313'
 BJ4313'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4313'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4313'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4313'STAMPED LAPLACE R. M. 1 1972.  IT IS 66 FEET NORTHEAST OF THE
 BJ4313'CENTER OF A CONCRETE BOX CULVERT, 58 FEET EAST-NORTHEAST OF THE
 BJ4313'CENTER OF THE WEST BOUND LANE ON U. S. HIGHWAY 61, 40 FEET
 BJ4313'SOUTH-SOUTHEAST OF THE CENTER OF A METAL GATE, AND 1.5 FEET
 BJ4313'WEST-SOUTHWEST OF A FENCE.
 BJ4313'
 BJ4313'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4313'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4313'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4313'STAMPED LAPLACE R. M. 2 1972.  IT IS 60 FEET EAST-NORTHEAST OF THE
 BJ4313'CENTER OF THE WEST BOUND LANE ON U. S. HIGHWAY 61, 37 FEET
 BJ4313'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 33.5 FEET
 BJ4313'EAST-NORTHEAST OF THE CENTER OF A CONCRETE BOX CULVERT, 11.5 FEET
 BJ4313'NORTHWEST OF THE CENTER OF A METAL GATE, AND 2 FEET WEST-SOUTHWEST
 BJ4313'OF A FENCE.
 BJ4313'
 BJ4313'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4313'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4313'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4313'STAMPED LAPLACE AZ. MK. 1972.  IT IS 33 FEET EAST-NORTHEAST OF THE
 BJ4313'CENTER OF THE WEST BOUND LANE ON U. S. HIGHWAY 61, 32 FEET NORTH
 BJ4313'NORTHWEST OF THE CENTER OF A DRIVE INTO A SHELL SERVICE STATION,
 BJ4313'31 FEET SOUTHEAST OF THE CENTER OF RIVERLAND DRIVE, 3 FEET
 BJ4313'SOUTHEAST OF A TRAFFIC LIGHT SWITCH BOX, AND 3 FEET SOUTHEAST OF A
 BJ4313'METAL WITNESS POST AND SIGN.
 BJ4313'
 BJ4313'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4306 ***********************************************************************
 BJ4306  DESIGNATION -  LAPLACE BELL TEL MICROWAVE
 BJ4306  PID         -  BJ4306
 BJ4306  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4306  USGS QUAD   -  LAPLACE (1992)
 BJ4306
 BJ4306                         *CURRENT SURVEY CONTROL
 BJ4306  ___________________________________________________________________
 BJ4306* NAD 83(1992)-  30 02 48.25100(N)    090 27 05.93392(W)     ADJUSTED  
 BJ4306* NAVD 88     -                                                        
 BJ4306  **This station is located in a subsidence area (see below).
 BJ4306  ___________________________________________________________________
 BJ4306  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ4306  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BJ4306
 BJ4306  HORZ ORDER  -  THIRD
 BJ4306
 BJ4306.The horizontal coordinates were established by classical geodetic methods
 BJ4306.and adjusted by the National Geodetic Survey in January 1993..
 BJ4306
 BJ4306 ** The orthometric height has not been validated since last determined
 BJ4306 ** by differential leveling and should not be used for control purposes.
 BJ4306 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4306 ** area with valid NAVD 88 orthometric heights.
 BJ4306 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4306 ** epoch indicated which incorporates improved geoid heights for the
 BJ4306 ** Southern Louisiana Subsidence area.
 BJ4306 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4306
 BJ4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4306
 BJ4306.The geoid height was determined by GEOID03.
 BJ4306
 BJ4306;                    North         East     Units Scale Factor Converg.
 BJ4306;SPC LA S     -   171,773.992 1,085,023.492   MT  0.99992606   +0 26 27.1
 BJ4306;SPC LA S     -   563,561.84  3,559,781.24   sFT  0.99992606   +0 26 27.1
 BJ4306;UTM  15      - 3,326,701.237   745,708.059   MT  1.00034491   +1 16 35.8
 BJ4306
 BJ4306                          SUPERSEDED SURVEY CONTROL
 BJ4306
 BJ4306  NAD 83(1986)-  30 02 48.26801(N)    090 27 05.93444(W) AD(       ) 4
 BJ4306  NAD 27      -  30 02 47.53914(N)    090 27 05.63273(W) AD(       ) 3
 BJ4306
 BJ4306.Superseded values are not recommended for survey control.
 BJ4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4306.See file dsdata.txt to determine how the superseded data were derived.
 BJ4306
 BJ4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4570826701(NAD 83)
 BJ4306_MARKER: 45 = MICROWAVE TOWER
 BJ4306
 BJ4306  HISTORY     - Date     Condition        Report By
 BJ4306  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4306
 BJ4306                          STATION DESCRIPTION
 BJ4306
 BJ4306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4306'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE LAPLACE, AMERICAN
 BJ4306'TELEPHONE AND TELEGRAPH MICROWAVE KKN 28, LOCATED 4 MILES NORTHWEST
 BJ4306'OF NORCO, 3.5 MILES NORTH OF THE MISSISSIPPI RIVER, 1.8 MILES
 BJ4306'SOUTHEAST OF LAPLACE AND ON THE SOUTH SIDE OF U.S. HIGHWAY 61.  IT
 BJ4306'IS A 4-LEGGED STRUCTURAL STEEL TOWER, RED AND WHITE IN ALTERNATE
 BJ4306'SECTIONS, 330 FEET IN HEIGHT AND HAS 4 FAN SHAPED ANTENNAS AT THE
 BJ4306'CORNERS NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4383 ***********************************************************************
 BJ4383  DESIGNATION -  LAPLACE DUPONT TANK
 BJ4383  PID         -  BJ4383
 BJ4383  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4383  USGS QUAD   -  RESERVE (1994)
 BJ4383
 BJ4383                         *CURRENT SURVEY CONTROL
 BJ4383  ___________________________________________________________________
 BJ4383* NAD 83(1992)-  30 03 25.17026(N)    090 31 32.94084(W)     ADJUSTED  
 BJ4383* NAVD 88     -                                                        
 BJ4383  **This station is located in a subsidence area (see below).
 BJ4383  ___________________________________________________________________
 BJ4383  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4383  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BJ4383
 BJ4383  HORZ ORDER  -  THIRD
 BJ4383
 BJ4383.The horizontal coordinates were established by classical geodetic methods
 BJ4383.and adjusted by the National Geodetic Survey in January 1993..
 BJ4383
 BJ4383 ** The orthometric height has not been validated since last determined
 BJ4383 ** by differential leveling and should not be used for control purposes.
 BJ4383 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4383 ** area with valid NAVD 88 orthometric heights.
 BJ4383 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4383 ** epoch indicated which incorporates improved geoid heights for the
 BJ4383 ** Southern Louisiana Subsidence area.
 BJ4383 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4383
 BJ4383.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4383
 BJ4383.The geoid height was determined by GEOID03.
 BJ4383
 BJ4383;                    North         East     Units Scale Factor Converg.
 BJ4383;SPC LA S     -   172,858.001 1,077,863.309   MT  0.99992622   +0 24 13.6
 BJ4383;SPC LA S     -   567,118.29  3,536,289.87   sFT  0.99992622   +0 24 13.6
 BJ4383;UTM  15      - 3,327,681.063   738,529.973   MT  1.00030202   +1 14 23.3
 BJ4383
 BJ4383                          SUPERSEDED SURVEY CONTROL
 BJ4383
 BJ4383  NAD 83(1986)-  30 03 25.18727(N)    090 31 32.94144(W) AD(       ) 4
 BJ4383  NAD 27      -  30 03 24.45927(N)    090 31 32.63107(W) AD(       ) 3
 BJ4383
 BJ4383.Superseded values are not recommended for survey control.
 BJ4383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4383.See file dsdata.txt to determine how the superseded data were derived.
 BJ4383
 BJ4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3853027681(NAD 83)
 BJ4383_MARKER: 53 = ELEVATED TANK
 BJ4383
 BJ4383  HISTORY     - Date     Condition        Report By
 BJ4383  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4383
 BJ4383                          STATION DESCRIPTION
 BJ4383
 BJ4383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4383'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE LAPLACE,
 BJ4383'PONTCHARTRAIN WORK, E. I. DUPONT AND DENEMOURS COMPANY WATER TANK,
 BJ4383'LOCATED 2.2 MILES WEST OF LAPLACE AND 0.2 MILE NORTH OF THE
 BJ4383'MISSISSIPPI RIVER.  IT IS A SPHERICAL SHAPED TANK SUPPORTED BY 4
 BJ4383'TUBULAR STEEL LEGS, 149 FEET IN HEIGHT, WHITE IN COLOR AND HAS
 BJ4383'DUPONT PAINTED IN RED LETTERS ON THE SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4307 ***********************************************************************
 BJ4307  DESIGNATION -  LAPLACE ILL C AND G RR MAST
 BJ4307  PID         -  BJ4307
 BJ4307  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4307  USGS QUAD   -  LAPLACE (1992)
 BJ4307
 BJ4307                         *CURRENT SURVEY CONTROL
 BJ4307  ___________________________________________________________________
 BJ4307* NAD 83(1992)-  30 02 24.33253(N)    090 27 45.39389(W)     ADJUSTED  
 BJ4307* NAVD 88     -                                                        
 BJ4307  **This station is located in a subsidence area (see below).
 BJ4307  ___________________________________________________________________
 BJ4307  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4307  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BJ4307
 BJ4307  HORZ ORDER  -  THIRD
 BJ4307
 BJ4307.The horizontal coordinates were established by classical geodetic methods
 BJ4307.and adjusted by the National Geodetic Survey in January 1993..
 BJ4307
 BJ4307 ** The orthometric height has not been validated since last determined
 BJ4307 ** by differential leveling and should not be used for control purposes.
 BJ4307 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4307 ** area with valid NAVD 88 orthometric heights.
 BJ4307 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4307 ** epoch indicated which incorporates improved geoid heights for the
 BJ4307 ** Southern Louisiana Subsidence area.
 BJ4307 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4307
 BJ4307.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4307
 BJ4307.The geoid height was determined by GEOID03.
 BJ4307
 BJ4307;                    North         East     Units Scale Factor Converg.
 BJ4307;SPC LA S     -   171,029.474 1,083,972.097   MT  0.99992598   +0 26 07.3
 BJ4307;SPC LA S     -   561,119.20  3,556,331.79   sFT  0.99992598   +0 26 07.3
 BJ4307;UTM  15      - 3,325,941.150   744,667.201   MT  1.00033862   +1 16 15.1
 BJ4307
 BJ4307                          SUPERSEDED SURVEY CONTROL
 BJ4307
 BJ4307  NAD 83(1986)-  30 02 24.34951(N)    090 27 45.39441(W) AD(       ) 4
 BJ4307  NAD 27      -  30 02 23.62064(N)    090 27 45.09134(W) AD(       ) 3
 BJ4307
 BJ4307.Superseded values are not recommended for survey control.
 BJ4307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4307.See file dsdata.txt to determine how the superseded data were derived.
 BJ4307
 BJ4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4466725941(NAD 83)
 BJ4307_MARKER: 44 = MICROWAVE MAST
 BJ4307
 BJ4307  HISTORY     - Date     Condition        Report By
 BJ4307  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4307
 BJ4307                          STATION DESCRIPTION
 BJ4307
 BJ4307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4307'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ILLINOIS CENTRAL
 BJ4307'AND GULF RAILROAD COMPANY COMMUNICATIONS MICROWAVE MAST KYH 95,
 BJ4307'LOCATED 2.3 MILES SOUTHEAST OF LAPLACE AND 0.8 MILE EAST OF THE
 BJ4307'MISSISSIPPI RIVER.  IT IS A STEEL STRUCTURE, TRIANGULAR AND CROSS
 BJ4307'SECTIONED, 230 FEET IN HEIGHT, GUYED, RED AND WHITE IN ALTERNATE
 BJ4307'SECTIONS AND HAS 4 FAN TYPE ANTENNAS NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4308 ***********************************************************************
 BJ4308  DESIGNATION -  LAPLACE L AND A RWY MICROWAVE
 BJ4308  PID         -  BJ4308
 BJ4308  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4308  USGS QUAD   -  LAPLACE (1992)
 BJ4308
 BJ4308                         *CURRENT SURVEY CONTROL
 BJ4308  ___________________________________________________________________
 BJ4308* NAD 83(1992)-  30 02 43.96477(N)    090 28 03.72479(W)     ADJUSTED  
 BJ4308* NAVD 88     -                                                        
 BJ4308  **This station is located in a subsidence area (see below).
 BJ4308  ___________________________________________________________________
 BJ4308  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4308  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BJ4308
 BJ4308  HORZ ORDER  -  THIRD
 BJ4308
 BJ4308.The horizontal coordinates were established by classical geodetic methods
 BJ4308.and adjusted by the National Geodetic Survey in January 1993..
 BJ4308
 BJ4308 ** The orthometric height has not been validated since last determined
 BJ4308 ** by differential leveling and should not be used for control purposes.
 BJ4308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4308 ** area with valid NAVD 88 orthometric heights.
 BJ4308 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4308 ** epoch indicated which incorporates improved geoid heights for the
 BJ4308 ** Southern Louisiana Subsidence area.
 BJ4308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4308
 BJ4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4308
 BJ4308.The geoid height was determined by GEOID03.
 BJ4308
 BJ4308;                    North         East     Units Scale Factor Converg.
 BJ4308;SPC LA S     -   171,630.218 1,083,476.478   MT  0.99992605   +0 25 58.2
 BJ4308;SPC LA S     -   563,090.14  3,554,705.74   sFT  0.99992605   +0 25 58.2
 BJ4308;UTM  15      - 3,326,534.846   744,162.667   MT  1.00033557   +1 16 06.7
 BJ4308
 BJ4308                          SUPERSEDED SURVEY CONTROL
 BJ4308
 BJ4308  NAD 83(1986)-  30 02 43.98176(N)    090 28 03.72530(W) AD(       ) 4
 BJ4308  NAD 27      -  30 02 43.25077(N)    090 28 03.42244(W) AD(       ) 3
 BJ4308
 BJ4308.Superseded values are not recommended for survey control.
 BJ4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4308.See file dsdata.txt to determine how the superseded data were derived.
 BJ4308
 BJ4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4416326535(NAD 83)
 BJ4308_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 BJ4308
 BJ4308  HISTORY     - Date     Condition        Report By
 BJ4308  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4308
 BJ4308                          STATION DESCRIPTION
 BJ4308
 BJ4308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4308'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE LAPLACE, KANSAS
 BJ4308'CITY SOUTHERN RAILROAD COMPANY COMMUNICATION MAST, LOCATED 1.7
 BJ4308'MILES SOUTHEAST OF LAPLACE, 0.3 MILE EAST OF STATE HIGHWAY 628 AND
 BJ4308'1.7 MILES NORTHWEST OF THE BONNET CARRE SPILLWAY.  IT IS A STEEL
 BJ4308'STRUCTURE, TRIANGULAR AND CROSS SECTIONED, 215 FEET IN HEIGHT,
 BJ4308'GUYED, RED AND WHITE IN ALTERNATE SECTIONS AND HAS TWO FAN TYPE
 BJ4308'ANTENNAS NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4311 ***********************************************************************
 BJ4311  DESIGNATION -  LAPLACE MUN TANK
 BJ4311  PID         -  BJ4311
 BJ4311  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4311  USGS QUAD   -  LAPLACE (1992)
 BJ4311
 BJ4311                         *CURRENT SURVEY CONTROL
 BJ4311  ___________________________________________________________________
 BJ4311* NAD 83(1992)-  30 03 49.28895(N)    090 29 08.24907(W)     ADJUSTED  
 BJ4311* NAVD 88     -                                                        
 BJ4311  **This station is located in a subsidence area (see below).
 BJ4311  ___________________________________________________________________
 BJ4311  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ4311  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BJ4311
 BJ4311  HORZ ORDER  -  THIRD
 BJ4311
 BJ4311.The horizontal coordinates were established by classical geodetic methods
 BJ4311.and adjusted by the National Geodetic Survey in January 1993..
 BJ4311
 BJ4311 ** The orthometric height has not been validated since last determined
 BJ4311 ** by differential leveling and should not be used for control purposes.
 BJ4311 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4311 ** area with valid NAVD 88 orthometric heights.
 BJ4311 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4311 ** epoch indicated which incorporates improved geoid heights for the
 BJ4311 ** Southern Louisiana Subsidence area.
 BJ4311 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4311
 BJ4311.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4311
 BJ4311.The geoid height was determined by GEOID03.
 BJ4311
 BJ4311;                    North         East     Units Scale Factor Converg.
 BJ4311;SPC LA S     -   173,628.594 1,081,733.202   MT  0.99992634   +0 25 25.9
 BJ4311;SPC LA S     -   569,646.48  3,548,986.35   sFT  0.99992634   +0 25 25.9
 BJ4311;UTM  15      - 3,328,508.371   742,389.702   MT  1.00032492   +1 15 36.8
 BJ4311
 BJ4311                          SUPERSEDED SURVEY CONTROL
 BJ4311
 BJ4311  NAD 83(1986)-  30 03 49.30596(N)    090 29 08.24957(W) AD(       ) 4
 BJ4311  NAD 27      -  30 03 48.57888(N)    090 29 07.94436(W) AD(       ) 3
 BJ4311
 BJ4311.Superseded values are not recommended for survey control.
 BJ4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4311.See file dsdata.txt to determine how the superseded data were derived.
 BJ4311
 BJ4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4239028508(NAD 83)
 BJ4311_MARKER: 53 = ELEVATED TANK
 BJ4311
 BJ4311  HISTORY     - Date     Condition        Report By
 BJ4311  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4311
 BJ4311                          STATION DESCRIPTION
 BJ4311
 BJ4311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4311'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE LAPLACE, MUNICIPAL
 BJ4311'WATER TANK, LOCATED IN THE SOUTHWEST PART OF LAPLACE.  IT IS A
 BJ4311'SPERICAL SHAPED TANK SUPPORTED BY 4 TUBULAR STEEL LEGS, 150 FEET IN
 BJ4311'HEIGHT, SILVER IN COLOR AND HAS LAPLACE PAINTED IN BLACK LETTER ON
 BJ4311'THE SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2398 ***********************************************************************
 BJ2398  DESIGNATION -  LAROMPE BOLT
 BJ2398  PID         -  BJ2398
 BJ2398  STATE/COUNTY-  LA/ST MARTIN
 BJ2398  USGS QUAD   -  COW BAYOU (1992)
 BJ2398
 BJ2398                         *CURRENT SURVEY CONTROL
 BJ2398  ___________________________________________________________________
 BJ2398* NAD 83(1986)-  30 16 30.     (N)    091 37 00.     (W)     SCALED    
 BJ2398* NAVD 88     -         3.85   (+/-2cm)      12.6    (feet)  VERTCON   
 BJ2398  ___________________________________________________________________
 BJ2398  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2398
 BJ2398  VERT ORDER  -  ? (See Below)
 BJ2398
 BJ2398.The horizontal coordinates were scaled from a topographic map and have
 BJ2398.an estimated accuracy of +/- 6 seconds.
 BJ2398
 BJ2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2398.The vertical order pertains to the NGVD 29 superseded value.
 BJ2398
 BJ2398.The geoid height was determined by GEOID03.
 BJ2398
 BJ2398;                    North         East    Units  Estimated Accuracy
 BJ2398;SPC LA S     -   196,780.      972,740.      MT  (+/- 180 meters Scaled)
 BJ2398
 BJ2398                          SUPERSEDED SURVEY CONTROL
 BJ2398
 BJ2398  NGVD 29 (??/??/??)    3.858  (m)           12.66   (f) ADJUSTED    ?  
 BJ2398
 BJ2398.Superseded values are not recommended for survey control.
 BJ2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2398.See file dsdata.txt to determine how the superseded data were derived.
 BJ2398
 BJ2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP330500(NAD 83)
 BJ2398_MARKER: B = BOLT
 BJ2398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2398
 BJ2398  HISTORY     - Date     Condition        Report By
 BJ2398  HISTORY     - UNK      MONUMENTED       DOD
 BJ2398  HISTORY     - 1933     GOOD             DOD
 BJ2398  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2398
 BJ2398                          STATION DESCRIPTION
 BJ2398
 BJ2398'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2398'5.1 MI SE FROM BUTTE LA ROSE.
 BJ2398'5.1 MILES SOUTHEAST ALONG THE LEFT BANK OF UPPER GRAND RIVER FROM THE
 BJ2398'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 1,500 FEET
 BJ2398'SOUTHEAST OF A POINT OPPOSITE THE UPPER END OF COW ISLAND CUT-OFF,
 BJ2398'ABOUT 1,000 FEET SOUTH OF THE ANATOL SERRETT STORE, ABOUT 500 FEET
 BJ2398'NORTH OF A POINT OPPOSITE THE HEAD OF BAYOU LA ROMPE, 85 FEET NORTH OF
 BJ2398'THE RIVER BANK, 58 FEET NORTHEAST OF A BLAZED 14-INCH WILLOW TREE, 48
 BJ2398'FEET NORTHWEST OF A BLAZED 10-INCH WILLOW TREE, 47 FEET SOUTH OF A
 BJ2398'BLAZED 8-INCH WILLOW TREE, 18 FEET SOUTHWEST OF A BLAZED 10-INCH
 BJ2398'WILLOW TREE, AND 10 FEET NORTHEAST OF A BLAZED 8-INCH WILLOW TREE.  A
 BJ2398'COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER
 BJ2398'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BJ2398'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2398
 BJ2398                          STATION RECOVERY (1953)
 BJ2398
 BJ2398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2397 ***********************************************************************
 BJ2397  DESIGNATION -  LAROMPE CAP
 BJ2397  PID         -  BJ2397
 BJ2397  STATE/COUNTY-  LA/ST MARTIN
 BJ2397  USGS QUAD   -  COW BAYOU (1992)
 BJ2397
 BJ2397                         *CURRENT SURVEY CONTROL
 BJ2397  ___________________________________________________________________
 BJ2397* NAD 83(1986)-  30 16 30.     (N)    091 37 00.     (W)     SCALED    
 BJ2397* NAVD 88     -         5.07   (+/-2cm)      16.6    (feet)  VERTCON   
 BJ2397  ___________________________________________________________________
 BJ2397  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2397
 BJ2397  VERT ORDER  -  ? (See Below)
 BJ2397
 BJ2397.The horizontal coordinates were scaled from a topographic map and have
 BJ2397.an estimated accuracy of +/- 6 seconds.
 BJ2397
 BJ2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2397.The vertical order pertains to the NGVD 29 superseded value.
 BJ2397
 BJ2397.The geoid height was determined by GEOID03.
 BJ2397
 BJ2397;                    North         East    Units  Estimated Accuracy
 BJ2397;SPC LA S     -   196,780.      972,740.      MT  (+/- 180 meters Scaled)
 BJ2397
 BJ2397                          SUPERSEDED SURVEY CONTROL
 BJ2397
 BJ2397  NGVD 29 (??/??/??)    5.084  (m)           16.68   (f) ADJUSTED    ?  
 BJ2397
 BJ2397.Superseded values are not recommended for survey control.
 BJ2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2397.See file dsdata.txt to determine how the superseded data were derived.
 BJ2397
 BJ2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP330500(NAD 83)
 BJ2397_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2397_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2397
 BJ2397  HISTORY     - Date     Condition        Report By
 BJ2397  HISTORY     - UNK      MONUMENTED       DOD
 BJ2397  HISTORY     - 1933     GOOD             DOD
 BJ2397  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2397
 BJ2397                          STATION DESCRIPTION
 BJ2397
 BJ2397'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2397'5.1 MI SE FROM BUTTE LA ROSE.
 BJ2397'ABOUT 5.1 MILES SOUTHEAST ALONG THE LEFT BANK OF UPPER GRAND RIVER
 BJ2397'FROM THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT
 BJ2397'1,500 FEET SOUTHEAST OF A POINT OPPOSITE THE UPPER END OF COW ISLAND
 BJ2397'CUT-OFF, ABOUT 1,000 FEET SOUTH OF THE ANATOL SERRETT STORE, ABOUT 500
 BJ2397'FEET NORTH OF A POINT OPPOSITE THE HEAD OF BAYOU LA ROMPE, 85 FEET
 BJ2397'NORTH OF THE RIVER BANK, 58 FEET NORTHEAST OF A BLAZED 14-INCH WILLOW
 BJ2397'TREE, 48 FEET NORTHWEST OF A BLAZED 10-INCH WILLOW TREE, 47 FEET SOUTH
 BJ2397'OF A BLAZED 8-INCH WILLOW TREE, 18 FEET SOUTHWEST OF A BLAZED 10-INCH
 BJ2397'WILLOW TREE, AND 10 FEET NORTHEAST OF A BLAZED 8-INCH WILLOW TREE. AN
 BJ2397'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2397
 BJ2397                          STATION RECOVERY (1953)
 BJ2397
 BJ2397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1117 ***********************************************************************
 AU1117  DESIGNATION -  LAROSE
 AU1117  PID         -  AU1117
 AU1117  STATE/COUNTY-  LA/LAFOURCHE
 AU1117  USGS QUAD   -  LAROSE (1979)
 AU1117
 AU1117                         *CURRENT SURVEY CONTROL
 AU1117  ___________________________________________________________________
 AU1117* NAD 83(1992)-  29 34 19.47137(N)    090 22 59.22192(W)     ADJUSTED  
 AU1117* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1117  **This station is located in a subsidence area (see below).
 AU1117  ___________________________________________________________________
 AU1117  X           -     -37,122.706 (meters)                     COMP
 AU1117  Y           -  -5,551,676.364 (meters)                     COMP
 AU1117  Z           -   3,129,194.321 (meters)                     COMP
 AU1117  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AU1117  ELLIP HEIGHT-         -23.01  (meters)          (04/13/05) GPS OBS
 AU1117  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU1117  DYNAMIC HT  -           2.2   (meters)       7.    (feet)  COMP
 AU1117  MODELED GRAV-     979,293.4   (mgal)                       NAVD 88
 AU1117
 AU1117  HORZ ORDER  -  FIRST
 AU1117  VERT ORDER  -  THIRD (See Below)
 AU1117  ELLP ORDER  -  FOURTH    CLASS II
 AU1117
 AU1117.The horizontal coordinates were established by GPS observations
 AU1117.and adjusted by the PICCIOLA AND ASSOCIATES in April 2005..
 AU1117
 AU1117 ** The orthometric height has not been validated since last determined
 AU1117 ** by differential leveling and should not be used for control purposes.
 AU1117 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1117 ** area with valid NAVD 88 orthometric heights.
 AU1117 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1117 ** epoch indicated which incorporates improved geoid heights for the
 AU1117 ** Southern Louisiana Subsidence area.
 AU1117 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1117.The orthometric height was scaled from a topographic map.
 AU1117.WARNING-GPS observations at this control monument resulted in a GPS
 AU1117.derived orthometric height which differed from the leveled height by
 AU1117.more than one decimeter (0.1 meter).
 AU1117.The vertical order pertains to the first NAVD 88 superseded value.
 AU1117
 AU1117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1117
 AU1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1117
 AU1117.The ellipsoidal height was determined by GPS observations
 AU1117.and is referenced to NAD 83.
 AU1117
 AU1117.The geoid height was determined by GEOID03.
 AU1117
 AU1117.The dynamic height is computed by dividing the NAVD 88
 AU1117.geopotential number by the normal gravity value computed on the
 AU1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1117.degrees latitude (g = 980.6199 gals.).
 AU1117
 AU1117.The modeled gravity was interpolated from observed gravity values.
 AU1117
 AU1117;                    North         East     Units Scale Factor Converg.
 AU1117;SPC LA S     -   119,216.280 1,092,068.282   MT  0.99995356   +0 28 30.4
 AU1117;SPC LA S     -   391,128.75  3,582,894.02   sFT  0.99995356   +0 28 30.4
 AU1117;UTM  15      - 3,274,227.807   753,513.630   MT  1.00039308   +1 17 31.8
 AU1117
 AU1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1117!SPC LA S     -   1.00000361  x   0.99995356  =   0.99995717
 AU1117!UTM  15      -   1.00000361  x   1.00039308  =   1.00039670
 AU1117
 AU1117|---------------------------------------------------------------------|
 AU1117| PID    Reference Object                     Distance      Geod. Az  |
 AU1117|                                                           dddmmss.s |
 AU1117| AU1118 LAROSE RM 3                          18.862 METERS 06549     |
 AU1117| AU2850 LAROSE CATH CH TIP OF CROSS         145.674 METERS 08335     |
 AU1117| DD7317 LAROSE RM 2                          53.385 METERS 11448     |
 AU1117| AU1115 LAROSE AZ MK RESET                                 2963108.5 |
 AU1117| DD7980 CANAL INTERCOASTAL ROW               17.435 METERS 33823     |
 AU1117| DD7316 LAROSE RM 1                          56.501 METERS 34814     |
 AU1117|---------------------------------------------------------------------|
 AU1117
 AU1117                          SUPERSEDED SURVEY CONTROL
 AU1117
 AU1117  NAD 83(1992)-  29 34 19.46878(N)    090 22 59.22058(W) AD(       ) 1
 AU1117  NAD 83(1986)-  29 34 19.48708(N)    090 22 59.22620(W) AD(       ) 1
 AU1117  NAD 27      -  29 34 18.71052(N)    090 22 58.93374(W) AD(       ) 1
 AU1117  NAVD 88 (06/15/91)    2.257  (m)            7.40   (f) UNKNOWN     1 2
 AU1117  NGVD 29 (??/??/??)    2.250  (m)            7.38   (f) ADJUSTED    1 2
 AU1117
 AU1117.Superseded values are not recommended for survey control.
 AU1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1117.See file dsdata.txt to determine how the superseded data were derived.
 AU1117
 AU1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5351474228(NAD 83)
 AU1117_MARKER: DS = TRIANGULATION STATION DISK
 AU1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1117_SP_SET: CONCRETE POST
 AU1117_STAMPING: LAROSE 1934
 AU1117_MARK LOGO: CGS   
 AU1117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1117+STABILITY: SURFACE MOTION
 AU1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1117+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 AU1117
 AU1117  HISTORY     - Date     Condition        Report By
 AU1117  HISTORY     - 1934     MONUMENTED       CGS
 AU1117  HISTORY     - 1942     GOOD             LAGS
 AU1117  HISTORY     - 1946     GOOD             CGS
 AU1117  HISTORY     - 1952     GOOD             CGS
 AU1117  HISTORY     - 1954     GOOD             CGS
 AU1117  HISTORY     - 1965     GOOD             CGS
 AU1117  HISTORY     - 1965     GOOD             CGS
 AU1117  HISTORY     - 1965     GOOD             CGS
 AU1117  HISTORY     - 1966     GOOD             CGS
 AU1117  HISTORY     - 1979     GOOD             LADTD
 AU1117  HISTORY     - 1981     GOOD             NGS
 AU1117  HISTORY     - 19930224 GOOD             NGS
 AU1117  HISTORY     - 20040615 GOOD             PICCIO
 AU1117
 AU1117                          STATION DESCRIPTION
 AU1117
 AU1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU1117'STATION IS IN THE TOWN OF LAROSE, ON THE E BANK OF BAYOU LAFOURCHE,
 AU1117'ON THE S BANK OF THE INTRACOASTAL CANAL, 8 METERS (26 FEET)
 AU1117'ENE OF BAYOU LAFOURCHE, 34.8 METERS (114 FEET) SSE OF THE
 AU1117'INTRACOASTAL CANAL, 19 METERS (62 FEET) WSW OF THE ROAD LEADING
 AU1117'S FROM THE STATION, AND ACROSS THE ROAD FROM A STANDARD OIL
 AU1117'COMPANY GASOLINE STATION.
 AU1117'
 AU1117'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 AU1117'
 AU1117'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 AU1117'IS 10 FEET SSE OF THE INTRACOASTAL
 AU1117'CANAL, 15 FEET WNW OF THE ROAD LEADING E, AND 56.501 METERS
 AU1117'(185.37 FEET) FROM THE STATION N 11 DEG 45 MIN W.
 AU1117'
 AU1117'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 AU1117'IS 8 METERS (26 FEET) NNE OF BAYOU
 AU1117'LAFOURCHE, 16 METERS (52 FEET) SSW OF THE JUNCTION OF TWO ROADS
 AU1117'AND 53.385 METERS (175.15 FEET) FROM THE STATION S 65
 AU1117'DEG 12 MIN E.
 AU1117'
 AU1117'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU1117'IS ON THE E BANK OF BAYOU LAFOURCHE,
 AU1117'AND ABOUT 0.4 MILE WNW OF THE STATION N 63 DEG 29 MIN W.
 AU1117
 AU1117                          STATION RECOVERY (1942)
 AU1117
 AU1117'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1942
 AU1117'RECOVERED AS DESCRIBED.  LAROSE AZIMUTH MARK IN GOOD CONDITION.
 AU1117
 AU1117                          STATION RECOVERY (1946)
 AU1117
 AU1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 AU1117'STATION, REFERENCE MARK 2, AND AZIMUTH MARK WERE RECOVERED
 AU1117'IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED BY
 AU1117'EROSION OF THE BANK OF THE INTRACOASTAL WATERWAY.  AS THERE
 AU1117'HAVE BEEN MANY CHANGES, A NEW DESCRIPTION IS GIVEN--STATION
 AU1117'IS IN THE TOWN OF LAROSE, ON THE NE BANK OF BAYOU LA FOURCHE,
 AU1117'ON THE SE BANK OF THE INTRACOASTAL WATERWAY, 5 METERS (16 FEET)
 AU1117'NE OF BAYOU LA FOURCHE, 27.5 METERS (90 FEET) SE OF
 AU1117'INTRACOASTAL WATERWAY, 19 METERS (62 FEET) WSW OF ROAD LEADING
 AU1117'SE FROM STATION, AND 2 FEET SW OF SW CORNER OF A
 AU1117'BUILDING.
 AU1117'
 AU1117'REFERENCE MARK 2 DESCRIPTION IS ADEQUATE.  DISTANCE COULD NOT
 AU1117'BE MEASURED BECAUSE A BUILDING IS ON LINE.
 AU1117'
 AU1117'AZIMUTH MARK DESCRIPTION IS ADEQUATE EXCEPT THAT THE MARK
 AU1117'IS BETWEEN ROAD AND BAYOU LA FOURCHE, 13 METERS (43 FEET)
 AU1117'NE OF BAYOU LA FOURCHE, AND 7 METERS (23 FEET) SW OF GRAVEL ROAD.
 AU1117
 AU1117                          STATION RECOVERY (1952)
 AU1117
 AU1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU1117'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 AU1117'REFERENCE MARKS 1 AND 2 ARE LOST.  A NEW DESCRIPTION FOLLOWS--
 AU1117'
 AU1117'STATION IS LOCATED ON THE NE POINT FORMED BY THE INTERSECTION
 AU1117'OF BAYOU LA FOURCHE AND THE INTRACOASTAL WATERWAY IN LAROSE,
 AU1117'ABOUT 600 FEET NW OF THE NE END OF A BRIDGE OVER BAYOU LA FOURCHE,
 AU1117'31 FEET NE OF THE BANK OF BAYOU LA FOURCHE, 63 FEET SW OF THE
 AU1117'EXTENDED CENTER LINE OF STATE HIGHWAY 77, 39 FEET W OF THE
 AU1117'SW CORNER OF THE LAST HOUSE ON THE SW SIDE OF THE ROAD,
 AU1117'AND 1.3 FEET SW OF A GATE IN A FENCE.  IT IS A STANDARD DISK,
 AU1117'STAMPED LA ROSE 1934 AND SET IN A 12-INCH CONCRETE MONUMENT
 AU1117'PROJECTING 8 INCHES.
 AU1117'
 AU1117'AZIMUTH MARK IS A STANDARD REFERENCE-MARK DISK, STAMPED
 AU1117'LA ROSE 1934 AZIMUTH AND SET IN A 12-INCH CONCRETE MONUMENT
 AU1117'PROJECTING 15 INCHES.  IT IS ON THE NE BANK OF BAYOU LA FOURCHE,
 AU1117'ABOUT 1500 FEET NW OF INTRACOASTAL WATERWAY, APPROXIMATELY
 AU1117'0.2 MILE NW OF THE LAROSE GRAMMAR SCHOOL, 24 FEET SW OF THE
 AU1117'CENTER LINE OF THE ROAD, 34.5 FEET NE OF THE BAYOU BANK, AND
 AU1117'53 FEET NW OF THE NW CORNER OF THE GARAGE.
 AU1117
 AU1117                          STATION RECOVERY (1954)
 AU1117
 AU1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WMM)
 AU1117'STATION AND AZIMUTH MARK IN GOOD SHAPE.  STATION NOW EIGHT
 AU1117'FEET FROM BAYOU LAFOURCHE.
 AU1117'
 AU1117'REFERENCE MARKS COULD NOT BE FOUND.
 AU1117
 AU1117                          STATION RECOVERY (1965)
 AU1117
 AU1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1117'THE STATION MARK, STAMPED LA ROSE 1934, IS ABOUT 0.2 MILE
 AU1117'NORTHEAST ALONG STATE HIGHWAY 1 FROM THE EAST END OF A CONCRETE
 AU1117'DRAWBRIDGE OVER THE INTRACOASTAL WATERWAY, THENCE 0.05 MILE
 AU1117'NORTH ACROSS A WOODEN DRAWBRIDGE OVER THE LA FOURCHE BAYOU,
 AU1117'THENCE 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 308, IN FRACTIONAL
 AU1117'SECTION 104, T 17 S, R 20 E, ABOUT 0.1 MILE NORTHWEST OF A
 AU1117'CATHOLIC CHURCH, 153 FEET NORTHWEST OF THE EXTENDED CENTER
 AU1117'LINE OF STATE HIGHWAY 308, 57 FEET SOUTHEAST OF THE SOUTHEAST
 AU1117'EDGE OF THE INTRACOASTAL WATERWAY, 46 FEET SOUTH OF A CEDAR
 AU1117'TREE, 63 FEET SOUTHWEST OF THE CENTER LINE OF A SHELL ROAD,
 AU1117'47 FEET SOUTHWEST OF A POWER POLE, 11 FEET NORTHEAST OF THE
 AU1117'NORTHEAST EDGE OF THE LA FOURCHE BAYOU, AND SET IN THE TOP
 AU1117'OF A CONCRETE POST PROJECTING 1 FOOT.
 AU1117'
 AU1117'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU1117'
 AU1117'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU1117'
 AU1117'THE AZIMUTH MARK, STAMPED LA ROSE 1934 AZIMUTH, IS ABOUT
 AU1117'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 308 FROM STATION
 AU1117'LA ROSE 1934, ON THE NORTHEAST BANK OF THE LA FOURCHE BAYOU,
 AU1117'85 FEET WEST OF AND ACROSS STATE HIGHWAY 308 FROM A 30-INCH
 AU1117'OAK TREE.  104 FEET SOUTHEAST OF A POWER POLE, 25 FEET SOUTHEAST
 AU1117'OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTHEAST OF THE
 AU1117'NORTHEAST EDGE OF THE LA FOURCHE BAYOU, AND SET IN THE TOP OF A
 AU1117'CONCRETE POST PROJECTING 26 INCHES.
 AU1117'
 AU1117'NOTE--THIS MARK IS VERY LOOSE CAUSED BY EROSION.
 AU1117
 AU1117                          STATION RECOVERY (1965)
 AU1117
 AU1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1117'0.5 MI NW FROM LAROSE.
 AU1117'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE EAST END OF A
 AU1117'CONCRETE DRAWBRIDGE OVER THE INTRACOASTAL WATERWAY, THENCE 0.05 MILE
 AU1117'NORTH ACROSS A WOODEN DRAWBRIDGE OVER THE LAFOURCHE BAYOU, THENCE 0.25
 AU1117'MILE NORTHWEST ALONG STATE HIGHWAY 308, IN FRACTIONAL SECTION 104, T
 AU1117'17 S, R 20 E, ABOUT 0.1 MILE NORTHWEST OF A CATHOLIC CHURCH, 153 FEET
 AU1117'NORTHWEST OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 308, 57 FEET
 AU1117'SOUTHEAST OF THE SOUTHEAST EDGE OF THE INTRACOASTAL WATERWAY, 46 FEET
 AU1117'SOUTH OF A CEDAR TREE, 63 FEET SOUTHWEST OF THE CENTER LINE OF A SHELL
 AU1117'ROAD, 47 FEET SOUTHWEST OF A POWER POLE, 11 FEET NORTHEAST OF THE
 AU1117'NORTHEAST EDGE OF THE LAFOURCHE BAYOU, AND SET IN THE TOP OF A
 AU1117'CONCRETE POST PROJECTING 1 FOOT.
 AU1117
 AU1117                          STATION RECOVERY (1965)
 AU1117
 AU1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1117'RECOVERED IN GOOD CONDITION.
 AU1117
 AU1117                          STATION RECOVERY (1966)
 AU1117
 AU1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU1117'THE STATION WAS VISITED 6-8-66 AND THE STATION MARK WAS
 AU1117'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND 2 WERE
 AU1117'NOT FOUND AT THIS DATE AND EVIDENCE SHOW THAT THE MARKS
 AU1117'HAVE BEEN DESTROYED.  THE AZIMUTH MARK WAS FOUND PROJECTING
 AU1117'ABOUT 2 FEET, IT WAS LOWERED AT THIS DATE IN ITS ORIGINAL
 AU1117'POSITION.  A NEW PRECISE ELEVATION WAS DETERMINED AT THIS
 AU1117'DATE.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE AND
 AU1117'U.S. ARMY ENGINEERS MARK R.O.W. (USE) WAS USED FOR THE SECOND
 AU1117'REFERENCE MARK.  PRECISE ELEVATIONS WERE DETERMINED FOR ALL
 AU1117'MARKS AT THE STATION.  A NEW DESCRIPTION FOLLOWS--
 AU1117'
 AU1117'THE STATION IS LOCATED IN THE TOWN OF LA ROSE, IN THE SOUTHEAST
 AU1117'ANGLE OF THE INTERSECTION OF THE INTERCOASTAL CANAL AND BAYOU
 AU1117'LA FOURCHE, 68 FEET SSE OF THE SOUTH BANK OF THE CANAL, 10
 AU1117'FEET NNE OF THE BANK OF BAYOU LA FOURCHE, 7.5 FEET SSW OF A
 AU1117'CYCLONE FENCE, 46.5 FEET SSW OF A POWER POLE IN THE YARD
 AU1117'OF A HOUSE, 39 FEET NW OF THE NW CORNER OF A WOODEN HOUSE
 AU1117'AND 1 FOOT ENE OF A METAL WITNESS POST.
 AU1117'
 AU1117'REFERENCE MARK NO. 3 IS 61.88 FEET NE OF THE STATION, 1 FOOT
 AU1117'ESE OF A FENCE LINE, 2 FEET SOUTH OF THE SOUTH END OF A
 AU1117'METAL GATE, 14 FEET S. OF THE CENTERLINE OF AN E-W STREET
 AU1117'PAST THE HOTEL, AND 36 FEET E. OF A POWER POLE IN THE YARD.
 AU1117'IT IS A STANDARD DISK, STAMPED LA ROSE NO 3 1934, PROJECTING
 AU1117'3 INCHES.
 AU1117'
 AU1117'R.O.W. (USE) IS 57.20 FEET WNW OF THE STATION, 20 FEET SSE
 AU1117'OF THE BANK OF THE CANAL, 44 FEET NNE OF THE BANK OF BAYOU
 AU1117'LA FOURCHE, 46 FEET NW OF THE POWER POLE, 1.5 FEET W. OF A
 AU1117'FENCE LINE, 26 FEET S. OF THE PROJECTED CENTERLINE OF THE E-W
 AU1117'STREET, 15.5 FEET SOUTH OF A BARRICADE AT THE END OF THE
 AU1117'STREET.  IT IS A 2-INCH BRASS CAP BOLTED ON A PIPE SUROUNDED
 AU1117'BY A 1 FOOT SQUARE CONCRETE POST.  IT IS STAMPED R.O.W.
 AU1117'
 AU1117'THE AZIMUTH MARK IS 0.45 MILE WNW OF THE STATION, BETWEEN
 AU1117'THE BAYOU LA FOURCHE AND STATE HIGHWAY 308, IN A SMALL GARDEN
 AU1117'PLOT, 85 FEET SSW AND ACROSS THE HIGHWAY FROM A 30-INCH
 AU1117'OAK TREE, 104 FEET ESE OF A POWER POLE 25 FEET SSE OF THE
 AU1117'CENTER OF THE HIGHWAY, 25 FEET NE OF THE BANK OF THE BAYOU,
 AU1117'53 FEET SW OF A POWER POLE, AND 7 FEET SW OF A METAL WITNESS
 AU1117'POST IT IS A STANDARD DISK, STAMPED LA ROSE AZIMUTH 1934 RESET
 AU1117'1966 BM, PROJECTING 6 INCHES.
 AU1117'
 AU1117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LA ROSE
 AU1117
 AU1117                          STATION RECOVERY (1979)
 AU1117
 AU1117'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 AU1117'RECOVERED IN GOOD CONDITION.
 AU1117
 AU1117                          STATION RECOVERY (1981)
 AU1117
 AU1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU1117'RECOVERED IN GOOD CONDITION.
 AU1117
 AU1117                          STATION RECOVERY (1993)
 AU1117
 AU1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1117'0.9 KM (0.55 MI) NORTHWESTERLY ALONG STATE HIGHWAY 657 FROM THE
 AU1117'JUNCTION OF STATE HIGHWAY 308 IN LAROSE, THENCE 0.1 KM (0.05 MI)
 AU1117'NORTHWESTERLY ALONG A DRIVEWAY, 46.6 M (152.9 FT) NORTHWEST OF THE
 AU1117'EXTENDED CENTERLINE OF THE HIGHWAY, 19.3 M (63.3 FT) SOUTHWEST OF THE
 AU1117'CENTER OF THE DRIVEWAY, 18.9 M (62.0 FT) WEST-SOUTHWEST OF REFERENCE
 AU1117'MARK 3, 17.4 M (57.1 FT) SOUTHEAST OF THE SOUTHEAST BANK OF THE
 AU1117'INTRACOASTAL WATERWAY, 14.4 M (47.2 FT) SOUTHWEST OF A UTILITY LIGHT
 AU1117'POLE, 10.5 M (34.4 FT) WEST-NORTHWEST OF A FENCE CORNER, 3.5 M (11.5
 AU1117'FT) NORTHEAST OF THE NORTHEAST BANK OF BAYOU LAFOURCHE, 2.2 M (7.2
 AU1117'FT) SOUTHWEST OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AU1117'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 AU1117'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 AU1117
 AU1117                          STATION RECOVERY (2004)
 AU1117
 AU1117'RECOVERY NOTE BY PICCIOLA AND ASSOCIATES 2004
 AU1117'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2850 ***********************************************************************
 AU2850  DESIGNATION -  LAROSE CATH CH TIP OF CROSS
 AU2850  PID         -  AU2850
 AU2850  STATE/COUNTY-  LA/LAFOURCHE
 AU2850  USGS QUAD   -  LAROSE (1979)
 AU2850
 AU2850                         *CURRENT SURVEY CONTROL
 AU2850  ___________________________________________________________________
 AU2850* NAD 83(1992)-  29 34 20.00076(N)    090 22 53.84374(W)     ADJUSTED  
 AU2850* NAVD 88     -                                                        
 AU2850  **This station is located in a subsidence area (see below).
 AU2850  ___________________________________________________________________
 AU2850  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AU2850  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU2850
 AU2850  HORZ ORDER  -  THIRD
 AU2850
 AU2850.The horizontal coordinates were established by classical geodetic methods
 AU2850.and adjusted by the National Geodetic Survey in January 1993..
 AU2850
 AU2850 ** The orthometric height has not been validated since last determined
 AU2850 ** by differential leveling and should not be used for control purposes.
 AU2850 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2850 ** area with valid NAVD 88 orthometric heights.
 AU2850 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2850 ** epoch indicated which incorporates improved geoid heights for the
 AU2850 ** Southern Louisiana Subsidence area.
 AU2850 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2850
 AU2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2850
 AU2850.The geoid height was determined by GEOID03.
 AU2850
 AU2850;                    North         East     Units Scale Factor Converg.
 AU2850;SPC LA S     -   119,233.780 1,092,212.893   MT  0.99995354   +0 28 33.1
 AU2850;SPC LA S     -   391,186.16  3,583,368.47   sFT  0.99995354   +0 28 33.1
 AU2850;UTM  15      - 3,274,247.376   753,658.041   MT  1.00039398   +1 17 34.5
 AU2850
 AU2850                          SUPERSEDED SURVEY CONTROL
 AU2850
 AU2850  NAD 83(1986)-  29 34 20.01891(N)    090 22 53.84997(W) AD(       ) 4
 AU2850  NAD 27      -  29 34 19.24063(N)    090 22 53.57776(W) AD(       ) 3
 AU2850
 AU2850.Superseded values are not recommended for survey control.
 AU2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2850.See file dsdata.txt to determine how the superseded data were derived.
 AU2850
 AU2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5365874247(NAD 83)
 AU2850_MARKER: 91 = CHURCH CROSS
 AU2850
 AU2850  HISTORY     - Date     Condition        Report By
 AU2850  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2850
 AU2850                          STATION DESCRIPTION
 AU2850
 AU2850'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0507 ***********************************************************************
 AT0507  DESIGNATION -  LARRY
 AT0507  PID         -  AT0507
 AT0507  STATE/COUNTY-  LA/PLAQUEMINES
 AT0507  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0507
 AT0507                         *CURRENT SURVEY CONTROL
 AT0507  ___________________________________________________________________
 AT0507* NAD 83(1986)-  28 57 54.     (N)    089 22 54.     (W)     SCALED    
 AT0507* NAVD 88     -         1.275  (meters)       4.18   (feet)  READJUSTED
 AT0507  ___________________________________________________________________
 AT0507  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0507  DYNAMIC HT  -           1.270 (meters)       4.17  (feet)  COMP
 AT0507  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 AT0507
 AT0507  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0507
 AT0507.The horizontal coordinates were scaled from a topographic map and have
 AT0507.an estimated accuracy of +/- 6 seconds.
 AT0507
 AT0507.The orthometric height was determined by differential leveling
 AT0507.and adjusted by the National Geodetic Survey in February 1994..
 AT0507.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0507.distribution rate of 0.0 thru 1.0 mm/km.
 AT0507.The height was derived from older observations constrained to new
 AT0507.heights in a crustal motion area.  The height is approximate in
 AT0507.relation to other heights in its vicinity.
 AT0507
 AT0507.The geoid height was determined by GEOID03.
 AT0507
 AT0507.The dynamic height is computed by dividing the NAVD 88
 AT0507.geopotential number by the normal gravity value computed on the
 AT0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0507.degrees latitude (g = 980.6199 gals.).
 AT0507
 AT0507.The modeled gravity was interpolated from observed gravity values.
 AT0507
 AT0507;                    North         East    Units  Estimated Accuracy
 AT0507;SPC LA S     -    53,170.    1,190,240.      MT  (+/- 180 meters Scaled)
 AT0507
 AT0507                          SUPERSEDED SURVEY CONTROL
 AT0507
 AT0507  NGVD 29 (??/??/??)    1.354  (m)            4.44   (f) ADJUSTED    1 1
 AT0507
 AT0507.Superseded values are not recommended for survey control.
 AT0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0507.See file dsdata.txt to determine how the superseded data were derived.
 AT0507
 AT0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT679064(NAD 83)
 AT0507_MARKER: Z = SEE DESCRIPTION
 AT0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AT0507_SP_SET: CONCRETE STRUCTURE
 AT0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0507
 AT0507  HISTORY     - Date     Condition        Report By
 AT0507  HISTORY     - UNK      MONUMENTED       USE
 AT0507  HISTORY     - 1971     GOOD             NGS
 AT0507  HISTORY     - 1977     GOOD             NGS
 AT0507
 AT0507                          STATION DESCRIPTION
 AT0507
 AT0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0507'IN BURRWOOD.
 AT0507'AT THE LOCATION OF BURRWOOD WHICH IS NOW ABANDONED, ON THE SOUTHEAST
 AT0507'BANK OF SOUTHWEST PASS AND ABOUT 0.8 MILE SOUTHEAST AND ACROSS THE
 AT0507'PASS FROM THE OLD BURRWOOD LIGHTHOUSE, 150 FEET SOUTHEAST OF THE
 AT0507'SOUTHEAST BANK OF THE PASS, A CHISELED NOTCH IN THE SHARP EDGE OF THE
 AT0507'NORTH CONCRETE LEG OF A 4-LEGGED CONCRETE STRUCTURE WHICH IS AN
 AT0507'ABANDONED WATER TOWER, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 AT0507
 AT0507                          STATION RECOVERY (1977)
 AT0507
 AT0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AT0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0578 ***********************************************************************
 AV0578  DESIGNATION -  LARSON
 AV0578  PID         -  AV0578
 AV0578  STATE/COUNTY-  LA/VERMILION
 AV0578  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0578
 AV0578                         *CURRENT SURVEY CONTROL
 AV0578  ___________________________________________________________________
 AV0578* NAD 83(1992)-  29 55 09.17652(N)    092 02 20.81186(W)     ADJUSTED  
 AV0578* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AV0578  **This station is located in a subsidence area (see below).
 AV0578  ___________________________________________________________________
 AV0578  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AV0578  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AV0578  DYNAMIC HT  -           2.7   (meters)       9.    (feet)  COMP
 AV0578  MODELED GRAV-     979,307.2   (mgal)                       NAVD 88
 AV0578
 AV0578  HORZ ORDER  -  SECOND
 AV0578
 AV0578.The horizontal coordinates were established by classical geodetic methods
 AV0578.and adjusted by the National Geodetic Survey in January 1993..
 AV0578
 AV0578 ** The orthometric height has not been validated since last determined
 AV0578 ** by differential leveling and should not be used for control purposes.
 AV0578 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0578 ** area with valid NAVD 88 orthometric heights.
 AV0578 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0578 ** epoch indicated which incorporates improved geoid heights for the
 AV0578 ** Southern Louisiana Subsidence area.
 AV0578 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0578.The orthometric height was scaled from a topographic map.
 AV0578
 AV0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0578
 AV0578.The geoid height was determined by GEOID03.
 AV0578
 AV0578.The dynamic height is computed by dividing the NAVD 88
 AV0578.geopotential number by the normal gravity value computed on the
 AV0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0578.degrees latitude (g = 980.6199 gals.).
 AV0578
 AV0578.The modeled gravity was interpolated from observed gravity values.
 AV0578
 AV0578;                    North         East     Units Scale Factor Converg.
 AV0578;SPC LA S     -   157,521.863   931,852.145   MT  0.99992675   -0 21 10.4
 AV0578;SPC LA S     -   516,802.98  3,057,251.58   sFT  0.99992675   -0 21 10.4
 AV0578;UTM  15      - 3,310,221.804   592,752.362   MT  0.99970614   +0 28 45.5
 AV0578
 AV0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0578!SPC LA S     -   1.00000376  x   0.99992675  =   0.99993051
 AV0578!UTM  15      -   1.00000376  x   0.99970614  =   0.99970990
 AV0578
 AV0578|---------------------------------------------------------------------|
 AV0578| PID    Reference Object                     Distance      Geod. Az  |
 AV0578|                                                           dddmmss.s |
 AV0578| CV9976 LARSON RM 1                          13.163 METERS 07711     |
 AV0578| AV0597 LARSON LDH 1974 A POINT              12.618 METERS 09647     |
 AV0578| CV9977 LARSON RM 2                          18.116 METERS 16310     |
 AV0578| CV9975 LARSON AZ MK                                       2683150.8 |
 AV0578| AV0602 ERATH UNITED GAS MICROWAVE          APPROX. 2.0 KM 2693143.7 |
 AV0578|---------------------------------------------------------------------|
 AV0578
 AV0578                          SUPERSEDED SURVEY CONTROL
 AV0578
 AV0578  NAD 83(1986)-  29 55 09.19677(N)    092 02 20.80555(W) AD(       ) 2
 AV0578  NAD 27      -  29 55 08.45288(N)    092 02 20.36045(W) AD(       ) 2
 AV0578  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AV0578
 AV0578.Superseded values are not recommended for survey control.
 AV0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0578.See file dsdata.txt to determine how the superseded data were derived.
 AV0578
 AV0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9275210222(NAD 83)
 AV0578_MARKER: DB = BENCH MARK DISK
 AV0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0578_SP_SET: CONCRETE POST
 AV0578_STAMPING: LARSON 1974
 AV0578_MARK LOGO: LADH  
 AV0578_PROJECTION: FLUSH
 AV0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0578+STABILITY: SURFACE MOTION
 AV0578
 AV0578  HISTORY     - Date     Condition        Report By
 AV0578  HISTORY     - 1974     MONUMENTED       LADH
 AV0578  HISTORY     - 1986     GOOD             NGS
 AV0578
 AV0578                          STATION DESCRIPTION
 AV0578
 AV0578'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AV0578'THE STATION IS LOCATED 3 MILES SOUTH OF ERATH, 7 MILES SOUTHEAST OF
 AV0578'ABBEVILLE, AND 4 MILES NORTHWEST OF DELCAMBRE, IN THE NORTHWEST
 AV0578'QUARTER OF SECTION 14, T13S, R4E, AND ON THE PROPERTY OWNED BY MR.
 AV0578'LARSON BODIN, RT., ERATH, LA., TELEPHONE 937-5538.
 AV0578'
 AV0578'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND 685
 AV0578'IN ERATH, GO SOUTH ALONG STATE HIGHWAY 685 FOR 3 MILES TO A RADIO
 AV0578'TOWER ON THE RIGHT AND A FRAME HOUSE ON THE LEFT PAINTED WHITE.
 AV0578'THE STATION IS SET TO THE NORTH OF THE HOUSE NEAR A POWER POLE.
 AV0578'
 AV0578'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG A
 AV0578'PARISH ROAD FOR APPROXIMATELY 0.2 MILE TO A RADIO TOWER ON THE LEFT
 AV0578'AND THE MARK IS SET NEAR A GUY WIRE AND A FENCE LEADING SOUTH.
 AV0578'
 AV0578'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0578'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0578'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AV0578'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0578'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AV0578'STAMPED LARSON 1974.  THE MARK IS SET NEAR THE EAST END OF A
 AV0578'DRIVEWAY IN MR. LARSON BODINS YARD, 39 FEET NORTHEAST OF THE
 AV0578'NORTHEAST CORNER OF THE BODINS HOUSE, 22 FEET SOUTHEAST OF A
 AV0578'METAL GATE, 14 FEET SOUTH OF A FENCE, 2 FEET SOUTH OF A POWER POLE,
 AV0578'AND 2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 AV0578'
 AV0578'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0578'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0578'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0578'STAMPED LARSON RM 1 1974.  IT IS 61 FEET EAST-NORTHEAST OF THE
 AV0578'NORTHEAST CORNER OF A PUMP HOUSE, 43 FEET EAST OF A POWER POLE
 AV0578'WITH A NIGHT LIGHT, AND 1 FOOT SOUTH OF A FENCE.
 AV0578'
 AV0578'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0578'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0578'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0578'STAMPED LARSON RM 2 1974.  IT IS 62 FEET SOUTHEAST OF A POWER POLE
 AV0578'WITH A NIGHT LIGHT, 57 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 AV0578'BODIN HOUSE, 14 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AV0578'PUMP HOUSE, AND 2 FEET WEST OF A METAL BASKETBALL GOAL
 AV0578'STANDARD.
 AV0578'
 AV0578'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0578'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0578'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0578'STAMPED LARSON AZ. MK. 1974.  IT IS 53 FEET SOUTH OF THE CENTER OF
 AV0578'A BLACKTOPPED ROAD, 35 FEET SOUTH OF A POWER POLE, 33 FEET
 AV0578'NORTHWEST OF AN ANCHOR ON A GUY WIRE TO A RADIO TOWER (SOUTH CENTER
 AV0578'BELL TELEPHONE RADIO TOWER), 16 FEET EAST OF THE CENTER OF A FIELD
 AV0578'ROAD, AND 3 FEET EAST OF A METAL WITNESS POST AND SIGN.
 AV0578'
 AV0578'NEAREST TOWN--ERATH.
 AV0578
 AV0578                          STATION RECOVERY (1986)
 AV0578
 AV0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0578'4.5 KM (2.8 MI) SOUTH FROM ERATH.
 AV0578'4.5 KM (2.8 MI) SOUTH ALONG STATE HIGHWAY 685 FROM THE SOUTHERN
 AV0578'PACIFIC RAILROAD IN ERATH TO THE MARK ON THE LEFT.  IT IS 48.10 METERS
 AV0578'(157.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.89 METERS (39.0
 AV0578'FT) NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY FRAME HOUSE AND
 AV0578'0.76 METERS (2.5 FT) SOUTH OF A UTILITY POLE WITH SECURITY LIGHT.
 AV0578'THE MARK IS 0.70 METERS  SSE FROM  A WITNESS POST
 AV0578'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2520 ***********************************************************************
 BW2520  DESIGNATION -  LARTO
 BW2520  PID         -  BW2520
 BW2520  STATE/COUNTY-  LA/CATAHOULA
 BW2520  USGS QUAD   -  LARTO LAKE SOUTH (1982)
 BW2520
 BW2520                         *CURRENT SURVEY CONTROL
 BW2520  ___________________________________________________________________
 BW2520* NAD 83(1992)-  31 21 36.54324(N)    091 56 17.25082(W)     ADJUSTED  
 BW2520* NAVD 88     -        15.6    (meters)      51.     (feet)  VERTCON   
 BW2520  ___________________________________________________________________
 BW2520  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BW2520  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BW2520
 BW2520  HORZ ORDER  -  FIRST
 BW2520
 BW2520.The horizontal coordinates were established by classical geodetic methods
 BW2520.and adjusted by the National Geodetic Survey in January 1993..
 BW2520
 BW2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2520
 BW2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2520
 BW2520.The geoid height was determined by GEOID03.
 BW2520
 BW2520;                    North         East     Units Scale Factor Converg.
 BW2520;SPC LA N     -    95,508.824 1,053,456.417   MT  0.99996176   +0 17 49.4
 BW2520;SPC LA N     -   313,348.53  3,456,214.93   sFT  0.99996176   +0 17 49.4
 BW2520;UTM  15      - 3,470,003.887   600,992.682   MT  0.99972580   +0 33 09.6
 BW2520
 BW2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2520!SPC LA N     -   1.00000172  x   0.99996176  =   0.99996348
 BW2520!UTM  15      -   1.00000172  x   0.99972580  =   0.99972751
 BW2520
 BW2520:                Primary Azimuth Mark                     Grid Az
 BW2520:SPC LA N     -  LARTO AZ MK                              018 39 08.2
 BW2520:UTM  15      -  LARTO AZ MK                              018 23 48.0
 BW2520
 BW2520|---------------------------------------------------------------------|
 BW2520| PID    Reference Object                     Distance      Geod. Az  |
 BW2520|                                                           dddmmss.s |
 BW2520| CY4840 LARTO AZ MK                                        0185657.6 |
 BW2520| CY4841 LARTO RM 1                           32.870 METERS 03605     |
 BW2520| CY4842 LARTO RM 2                           34.241 METERS 15245     |
 BW2520| BW2521 LARTO RM 3                           16.239 METERS 15619     |
 BW2520|---------------------------------------------------------------------|
 BW2520
 BW2520                          SUPERSEDED SURVEY CONTROL
 BW2520
 BW2520  NAD 83(1986)-  31 21 36.55953(N)    091 56 17.24972(W) AD(       ) 1
 BW2520  NAD 27      -  31 21 35.91127(N)    091 56 16.79243(W) AD(       ) 1
 BW2520  NGVD 29 (07/19/86)   15.6    (m)           51.     (f) VERT ANG       
 BW2520
 BW2520.Superseded values are not recommended for survey control.
 BW2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2520.See file dsdata.txt to determine how the superseded data were derived.
 BW2520
 BW2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0099370004(NAD 83)
 BW2520_MARKER: DS = TRIANGULATION STATION DISK
 BW2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2520
 BW2520  HISTORY     - Date     Condition        Report By
 BW2520  HISTORY     - 1941     MONUMENTED       CGS
 BW2520  HISTORY     - 1957     SEE DESCRIPTION  USGS
 BW2520  HISTORY     - 1960     MARK NOT FOUND   USGS
 BW2520  HISTORY     - 1977     GOOD             NGS
 BW2520
 BW2520                          STATION DESCRIPTION
 BW2520
 BW2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2520'STATION IS ABOUT 20 MILES SSW OF JONESVILLE, AT THE S SIDE
 BW2520'OF SEC. 35, T. 5 N., R. 5 E., ON THE E SHORE OF LARTO LAKE
 BW2520'AND ON LAND OWNED BY NAPOLEON WILEY.  IT IS ABOUT 0.15 MILE S
 BW2520'OF THE WILEY HOUSE, ABOUT 100 YARDS N OF THE J. PARKER RESIDENCE,
 BW2520'ABOUT 100 YARDS E OF THE LAKE SHORE, 23 FEET E OF THE CENTER
 BW2520'OF THE ROAD AND 9.5 FEET W OF A WHITE REFERENCE POST.  IT
 BW2520'IS STAMPED LARTO 1941 AND PROJECTS ABOUT 1 INCH.
 BW2520'
 BW2520'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2520'BRONZE DISKS SET IN CONCRETE.
 BW2520'
 BW2520'REFERENCE MARK NO. 1 IS 57 FEET S OF A FENCE AND 4 FEET W OF
 BW2520'A 4-INCH TREE.  IT IS STAMPED LARTO NO. 1, 1941 AND PROJECTS
 BW2520'ABOUT 2 INCHES.
 BW2520'
 BW2520'REFERENCE MARK NO. 2 IS ABOUT 75 YARDS N OF THE PARKER RESIDENCE.
 BW2520'IT IS STAMPED LARTO NO. 2, 1941 AND PROJECTS ABOUT 12 INCHES.
 BW2520'
 BW2520'THE AZIMUTH MARK IS 21 FEET SE OF THE CENTER OF THE ROAD,
 BW2520'ABOUT 150 FEET N OF A HOUSE, 3 FEET S OF A WHITE REFERENCE
 BW2520'POST AND 1 FOOT NW OF A FENCE.  IT IS STAMPED LARTO 1941 AND
 BW2520'PROJECTS ABOUT 4 INCHES.
 BW2520'
 BW2520'TO REACH THE STATION FROM JONESVILLE, GO SSW ON STATE HIGHWAY
 BW2520'116 FOR 23.6 MILES TO THE END OF THE GRAVEL AND A SHARP TURN
 BW2520'RIGHT.  TURN RIGHT AND GO NW ON DIRT ROAD FOR 1.3 MILES TO
 BW2520'LARTO LAKE ON THE RIGHT.  CONTINUE W AND SW ON DIRT ROAD
 BW2520'ALONG LAKE FOR 4.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BW2520'CONTINUE ON DIRT ROAD FOR 0.65 MILE TO THE STATION ON THE
 BW2520'LEFT, JUST S OF THE WILEY RESIDENCE.
 BW2520'
 BW2520'A 126-FOOT SIGNAL AT GARRET IS VISIBLE AT 126 FEET.
 BW2520'
 BW2520'A 116-FOOT SIGNAL AT CATAHOULA IS VISIBLE AT 116 FEET.
 BW2520'
 BW2520'A 126-FOOT SIGNAL AT BUCKEYE IS VISIBLE AT 103 FEET.
 BW2520'
 BW2520'A 116-FOOT SIGNAL AT BEN ROUTH IS VISIBLE AT 116 FEET.
 BW2520'
 BW2520'A 116-FOOT SIGNAL AT RIVER IS VISIBLE AT 116 FEET.
 BW2520'
 BW2520'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 BW2520
 BW2520                          STATION RECOVERY (1957)
 BW2520
 BW2520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BW2520'STATION IN CENTER OF HIGHWAY AND WAS HIT BY GRADER.
 BW2520
 BW2520                          STATION RECOVERY (1960)
 BW2520
 BW2520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BW2520'STATION NOT RECOVERED.  THIS STATION IS LOCATED IN THE CENTER
 BW2520'OF A WELL TRAVELED GRAVEL ROAD.  LOCAL RESIDENTS BELIEVE THE
 BW2520'UNDERGROUND MARK IS STILL THERE.  NO ATTEMPT WAS MADE TO
 BW2520'RECOVER UNDERGROUND STATION.
 BW2520'
 BW2520'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.
 BW2520
 BW2520                          STATION RECOVERY (1977)
 BW2520
 BW2520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2520'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 BW2520'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 BW2520'MARK 1 WAS NOTED AND VERIFIED TO BE 0.010 METER SHORTER THAN
 BW2520'THE 1941 DISTANCE.  THE DISTANCE TO REFERENCE MARK 2 CHECKED
 BW2520'FAVORABLY.  THE DIRECTION BETWEEN THE REFERENCE MARKS WAS
 BW2520'NOTED TO BE 56.40 SECONDS LARGER THAN THE 1941 DIRECTION.  THE
 BW2520'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND AT THE
 BW2520'STATION.  DUE TO THE STATION BEING IN THE EDGE OF A GRAVELED
 BW2520'ROAD, REFERENCE MARK 3 WAS ESTABLISHED AND USED FOR THE
 BW2520'OBSERVATIONS AT THIS TIME.  DUE TO CHANGES A COMPLETE NEW
 BW2520'DESCRIPTION FOLLOWS.
 BW2520'
 BW2520'THE STATION IS ABOUT 20 MILES SOUTHWEST OF JONESVILLE, 4-1/2
 BW2520'MILES NORTH OF THE RED RIVER, 4-1/4 MILES WEST OF THE BLACK
 BW2520'RIVER, 1-3/4 MILES NORTH OF THE SPILLWAY FOR LARTO LAKE AND
 BW2520'ON STATE HIGHWAY RIGHT-OF-WAY.
 BW2520'
 BW2520'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 124
 BW2520'AND 3102, ABOUT 24-1/2 MILES SOUTH OF JONESVILLE, AT THE LARTO
 BW2520'BAPTIST CHURCH, GO NORTHERLY AND WESTERLY ON STATE HIGHWAY 3102
 BW2520'FOR 2.1 MILES TO THE LARTO POST OFFICE ON THE LEFT.  CONTINUE
 BW2520'AHEAD ON HIGHWAY 3102 FOR 0.45 MILE TO THE HOME OF MRS. KIRBY
 BW2520'MAYEUX ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 3102 FOR 2.4
 BW2520'MILES TO THE END OF THE PAVEMENT AND THE LARTO LODGE ON THE
 BW2520'LEFT.  CONTINUE AHEAD, NOW SOUTHERLY, ON THE GRAVELED HIGHWAY
 BW2520'3102 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BW2520'SOUTHERLY ON THE GRAVELED ROAD FOR 0.65 MILE TO THE STATION
 BW2520'ON THE LEFT, IN THE EDGE OF THE ROAD.
 BW2520'
 BW2520'STATION MARK, STAMPED---LARTO 1941 1975---, IS A STANDARD DISK
 BW2520'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS
 BW2520'FLUSH WITH THE ROAD.  IT IS 8 FEET EAST OF THE CENTER OF THE
 BW2520'GRAVELED ROAD AND 8.0 FEET WEST OF A METAL WITNESS POST.
 BW2520'THE UNDERGROUND DISK WAS NOT INSPECTED AT THIS TIME.
 BW2520'
 BW2520'REFERENCE MARK 1, STAMPED---LARTO NO 1 1941---, IS A STANDARD
 BW2520'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 BW2520'IS 6 INCHES BELOW THE GROUND.  IT IS 59 FEET EAST OF THE CENTER
 BW2520'OF THE GRAVELED ROAD, 33 FEET NORTH OF THE CENTER OF A
 BW2520'DRIVEWAY, 4 FEET SOUTHWEST OF A TWIN-TRUNKED TREE AND ABOUT
 BW2520'LEVEL WITH THE STATION.
 BW2520'
 BW2520'REFERENCE MARK 2, STAMPED---LARTO NO 2 1941---, IS A STANDARD
 BW2520'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 BW2520'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 73 FEET EAST OF THE
 BW2520'CENTER OF THE GRAVELED ROAD, 36 FEET NORTH OF THE CENTER OF A
 BW2520'DRIVEWAY, 1.8 FEET WEST OF A METAL WITNESS POST AND ABOUT 2
 BW2520'FEET ABOVE THE LEVEL OF THE STATION.
 BW2520'
 BW2520'REFERENCE MARK 3, STAMPED---LARTO 1941 NO 3 1977---, IS A
 BW2520'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2520'MONUMENT THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND DISK
 BW2520'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BW2520'BELOW THE GROUND AND HAS THE SAME STAMPING.  IT IS 50 FEET
 BW2520'SOUTHEAST OF THE WITNESS POST NEAR THE STATION, 36.5 FEET EAST
 BW2520'OF THE CENTER OF THE GRAVELED ROAD AND ABOUT 1 FOOT HIGHER THAN
 BW2520'THE LEVEL OF THE STATION.
 BW2520'
 BW2520'AZIMUTH MARK, STAMPED---LARTO 1941---, IS A STANDARD DISK SET
 BW2520'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BW2520'4 INCHES ABOVE THE GROUND.  IT IS 19 FEET SOUTHEAST OF THE
 BW2520'CENTER OF THE GRAVELED ROAD AND 9 FEET WEST OF A 26-INCH
 BW2520'SYCAMORE TREE.
 BW2520'
 BW2520'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2 DUE TO TREES
 BW2520'AND BRUSH ON LINE.
 BW2520'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.3 METERS.
 BW2520'REFERENCE MARK 3 IS ON THE PROPERTY OF MRS. KIRBY MAYEUX
 BW2520'LARTO, LOUISIANA 71344.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2521 ***********************************************************************
 BW2521  DESIGNATION -  LARTO RM 3
 BW2521  PID         -  BW2521
 BW2521  STATE/COUNTY-  LA/CATAHOULA
 BW2521  USGS QUAD   -  LARTO LAKE SOUTH (1982)
 BW2521
 BW2521                         *CURRENT SURVEY CONTROL
 BW2521  ___________________________________________________________________
 BW2521* NAD 83(1992)-  31 21 36.06039(N)    091 56 17.00398(W)     ADJUSTED  
 BW2521* NAVD 88     -        15.7    (meters)      52.     (feet)  VERTCON   
 BW2521  ___________________________________________________________________
 BW2521  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BW2521  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BW2521
 BW2521  HORZ ORDER  -  FIRST
 BW2521
 BW2521.The horizontal coordinates were established by classical geodetic methods
 BW2521.and adjusted by the National Geodetic Survey in January 1993..
 BW2521
 BW2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2521
 BW2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2521
 BW2521.The geoid height was determined by GEOID03.
 BW2521
 BW2521;                    North         East     Units Scale Factor Converg.
 BW2521;SPC LA N     -    95,493.987 1,053,463.018   MT  0.99996178   +0 17 49.6
 BW2521;SPC LA N     -   313,299.86  3,456,236.58   sFT  0.99996178   +0 17 49.6
 BW2521;UTM  15      - 3,469,989.083   600,999.347   MT  0.99972582   +0 33 09.7
 BW2521
 BW2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2521!SPC LA N     -   1.00000170  x   0.99996178  =   0.99996348
 BW2521!UTM  15      -   1.00000170  x   0.99972582  =   0.99972752
 BW2521
 BW2521|---------------------------------------------------------------------|
 BW2521| PID    Reference Object                     Distance      Geod. Az  |
 BW2521|                                                           dddmmss.s |
 BW2521| CY4841 LARTO RM 1                           43.382 METERS 01712     |
 BW2521| BW2517 MONTEREY S RURAL TANK               APPROX.15.1 KM 0670028.5 |
 BW2521| CY4842 LARTO RM 2                           18.056 METERS 14939     |
 BW2521| BW2520 LARTO                                16.239 METERS 33619     |
 BW2521| BX0166 CATAHOULA                           APPROX.19.7 KM 3373508.6 |
 BW2521|---------------------------------------------------------------------|
 BW2521
 BW2521                          SUPERSEDED SURVEY CONTROL
 BW2521
 BW2521  NAD 83(1986)-  31 21 36.07664(N)    091 56 17.00288(W) AD(       ) 1
 BW2521  NAD 27      -  31 21 35.42841(N)    091 56 16.54557(W) AD(       ) 1
 BW2521  NGVD 29 (07/19/86)   15.7    (m)           52.     (f) VERT ANG       
 BW2521
 BW2521.Superseded values are not recommended for survey control.
 BW2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2521.See file dsdata.txt to determine how the superseded data were derived.
 BW2521
 BW2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0099969989(NAD 83)
 BW2521_MARKER: DS = TRIANGULATION STATION DISK
 BW2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2521
 BW2521  HISTORY     - Date     Condition        Report By
 BW2521  HISTORY     - 1977     MONUMENTED       NGS
 BW2521
 BW2521                          STATION DESCRIPTION
 BW2521
 BW2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2521'THE STATION IS ABOUT 20 MILES SOUTHWEST OF JONESVILLE, 4-1/2
 BW2521'MILES NORTH OF THE RED RIVER, 4-1/4 MILES WEST OF THE BLACK
 BW2521'RIVER, 1-3/4 MILES NORTH OF THE SPILLWAY FOR LARTO LAKE AND
 BW2521'ON PROPERTY OF MRS. KIRBY MAYEUX, LARTO, LOUISIANA 71344.
 BW2521'
 BW2521'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 124
 BW2521'AND 3102, ABOUT 24-1/2 MILES SOUTH OF JONESVILLE, AT THE LARTO
 BW2521'BAPTIST CHURCH, GO NORTHERLY AND WESTERLY ON STATE HIGHWAY 3102
 BW2521'FOR 2.1 MILES TO THE LARTO POST OFFICE ON THE LEFT.  CONTINUE
 BW2521'AHEAD ON HIGHWAY 3102 FOR 0.45 MILE TO THE HOME OF MRS. KIRBY
 BW2521'MAYEUX ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 3102 FOR 2.4
 BW2521'MILES TO THE END OF THE PAVEMENT AND THE LARTO LODGE ON THE
 BW2521'LEFT.  CONTINUE AHEAD, NOW SOUTHERLY, ON THE GRAVELED HIGHWAY
 BW2521'3102 FOR 0.5 MILE TO LARTO AZIMUTH MARK ON THE LEFT.
 BW2521'CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.65 MILE TO THE
 BW2521'STATION ON THE LEFT, IN THE EDGE OF THE ROAD.
 BW2521'
 BW2521'STATION MARKS, STAMPED---LARTO 1941 NO 3 1977---, ARE STANDARD
 BW2521'REFERENCE MARK
 BW2521'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 BW2521'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BW2521'IT IS 50 FEET SOUTHEAST OF THE WITNESS POST NEAR THE STATION
 BW2521'AND 36.5 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 BW2521'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 BW2521'OF CONCRETE 42 INCHES BELOW THE GROUND.
 BW2521'
 BW2521'LARTO, STAMPED---LARTO 1941 1975---, IS A STANDARD
 BW2521'TRIANGULATION STATION DISK
 BW2521'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS
 BW2521'FLUSH WITH THE ROAD.  IT IS 8 FEET EAST OF THE CENTER OF THE
 BW2521'GRAVELED ROAD AND 8.0 FEET WEST OF A METAL WITNESS POST.
 BW2521'THE UNDERGROUND DISK WAS NOT INSPECTED AT THIS TIME.
 BW2521'IT IS ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE STATION.
 BW2521'
 BW2521'REFERENCE MARK 1, STAMPED---LARTO NO 1 1941---, IS A STANDARD
 BW2521'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 BW2521'IS 6 INCHES BELOW THE GROUND.  IT IS 59 FEET EAST OF THE CENTER
 BW2521'OF THE GRAVELED ROAD, 33 FEET NORTH OF THE CENTER OF A
 BW2521'DRIVEWAY, 4 FEET SOUTHWEST OF A TWIN-TRUNKED TREE AND ABOUT
 BW2521'LEVEL WITH THE STATION.
 BW2521'
 BW2521'REFERENCE MARK 2, STAMPED---LARTO NO 2 1941---, IS A STANDARD
 BW2521'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 BW2521'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 73 FEET EAST OF THE
 BW2521'CENTER OF THE GRAVELED ROAD, 36 FEET NORTH OF THE CENTER OF A
 BW2521'DRIVEWAY, 1.8 FEET WEST OF A METAL WITNESS POST AND ABOUT 2
 BW2521'FEET ABOVE THE LEVEL OF THE STATION.
 BW2521'
 BW2521'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2 DUE TO TREES
 BW2521'AND BRUSH ON LINE.
 BW2521'HEIGHT OF LIGHT ABOVE THE STATION WAS 42.0 METERS.
 BW2521'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND OR TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2428 ***********************************************************************
 AU2428  DESIGNATION -  LAST
 AU2428  PID         -  AU2428
 AU2428  STATE/COUNTY-  LA/TERREBONNE
 AU2428  USGS QUAD   -  FOURLEAGUE BAY (1974)
 AU2428
 AU2428                         *CURRENT SURVEY CONTROL
 AU2428  ___________________________________________________________________
 AU2428* NAD 83(1992)-  29 19 40.99942(N)    091 10 10.60701(W)     ADJUSTED  
 AU2428* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2428  ___________________________________________________________________
 AU2428  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AU2428  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU2428
 AU2428  HORZ ORDER  -  SECOND
 AU2428
 AU2428.The horizontal coordinates were established by classical geodetic methods
 AU2428.and adjusted by the National Geodetic Survey in January 1993..
 AU2428
 AU2428.The orthometric height was scaled from a topographic map.
 AU2428
 AU2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2428
 AU2428.The geoid height was determined by GEOID03.
 AU2428
 AU2428;                    North         East     Units Scale Factor Converg.
 AU2428;SPC LA S     -    91,798.688 1,015,901.995   MT  0.99999418   +0 04 54.7
 AU2428;SPC LA S     -   301,176.20  3,333,005.13   sFT  0.99999418   +0 04 54.7
 AU2428;UTM  15      - 3,245,723.053   677,729.570   MT  0.99998978   +0 53 48.4
 AU2428
 AU2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2428!SPC LA S     -   1.00000390  x   0.99999418  =   0.99999808
 AU2428!UTM  15      -   1.00000390  x   0.99998978  =   0.99999368
 AU2428
 AU2428|---------------------------------------------------------------------|
 AU2428| PID    Reference Object                     Distance      Geod. Az  |
 AU2428|                                                           dddmmss.s |
 AU2428| CV9979 LAST RM 2                            33.200 METERS 06446     |
 AU2428| AU2429 HAMMOCK                             APPROX. 6.2 KM 1385206.8 |
 AU2428| AU2442 OYSTER BAYOU LIGHTHOUSE             APPROX.13.4 KM 1632949.0 |
 AU2428| CV9978 LAST RM 1                            26.360 METERS 33545     |
 AU2428|---------------------------------------------------------------------|
 AU2428
 AU2428                          SUPERSEDED SURVEY CONTROL
 AU2428
 AU2428  NAD 83(1986)-  29 19 41.02359(N)    091 10 10.60980(W) AD(       ) 2
 AU2428  NAD 27      -  29 19 40.24000(N)    091 10 10.23900(W) AD(       ) 2
 AU2428
 AU2428.Superseded values are not recommended for survey control.
 AU2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2428.See file dsdata.txt to determine how the superseded data were derived.
 AU2428
 AU2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7773045723(NAD 83)
 AU2428_MARKER: DS = TRIANGULATION STATION DISK
 AU2428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2428_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2428
 AU2428  HISTORY     - Date     Condition        Report By
 AU2428  HISTORY     - 1933     MONUMENTED       CGS
 AU2428  HISTORY     - 1948     GOOD             CGS
 AU2428  HISTORY     - 1953     GOOD             CGS
 AU2428  HISTORY     - 1955     GOOD             CGS
 AU2428  HISTORY     - 1966     GOOD             CGS
 AU2428  HISTORY     - 1973     GOOD             USGS
 AU2428
 AU2428                          STATION DESCRIPTION
 AU2428
 AU2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2428'STATION IS ON A SMALL ISLAND ON THE S SIDE OF THE CENTRAL
 AU2428'PORTION OF FOUR LEAGUE BAY, AT MOSQUITO POINT, IN THE S CENTRAL
 AU2428'PART OF THE ISLAND, AND ABOUT 75 METERS (245 FEET) INSHORE.
 AU2428'THE ISLAND IS MARSHY AND IS GRADUALLY WEARING AWAY.
 AU2428'
 AU2428'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2428'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2428'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2428'DRIVEN INTO THE MARSH.
 AU2428'
 AU2428'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2428'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2428'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 26.360 METERS
 AU2428'(86.48 FEET) FROM THE STATION N 24 DEG 15 MIN W.
 AU2428'
 AU2428'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2428'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2428'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 33.200 METERS
 AU2428'(108.92 FEET) FROM THE STATION N 64 DEG 46 MIN E.
 AU2428
 AU2428                          STATION RECOVERY (1948)
 AU2428
 AU2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU2428'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2428'DESCRIPTION ADEQUATE EXCEPT ADD THE FOLLOWING--THE STATION
 AU2428'IS LOCATED 100 METERS INLAND FROM THE FIRST PROMINENT POINT
 AU2428'WEST OF THE E END OF THE ISLAND.
 AU2428
 AU2428                          STATION RECOVERY (1953)
 AU2428
 AU2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2428'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2428'CONDITION.  THE ORIGINAL DESCRIPTION AND THE 1948 RECOVERY
 AU2428'NOTE ARE ADEQUATE AND COMPLETE.
 AU2428
 AU2428                          STATION RECOVERY (1955)
 AU2428
 AU2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2428'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AU2428
 AU2428                          STATION RECOVERY (1966)
 AU2428
 AU2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2428'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2428'THE STATION MARK PROJECTS 4 INCHES AND IS STAMPED LAST 1933.
 AU2428'A METAL WITNESS POST WAS SET AT THE STATION AND THERE IS ALSO
 AU2428'A 10-FOOT HIGH 4-INCH IRON PIPE BESIDE THE MARK.  THE ORIGINAL
 AU2428'DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT THAT THE STATION
 AU2428'IS NOW 125 FEET NORTHEAST OF THE SHORE OF THE ISLAND.
 AU2428
 AU2428                          STATION RECOVERY (1973)
 AU2428
 AU2428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DLH)
 AU2428'STATION MARK FOUND IN GOOD CONDITION.  NO REFERENCE MARKS
 AU2428'WERE FOUND.  NO AZIMUTH MARK REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1327 ***********************************************************************
 AT1327  DESIGNATION -  LAST
 AT1327  PID         -  AT1327
 AT1327  STATE/COUNTY-  LA/PLAQUEMINES
 AT1327  USGS QUAD   -  PHOENIX (1973)
 AT1327
 AT1327                         *CURRENT SURVEY CONTROL
 AT1327  ___________________________________________________________________
 AT1327* NAD 83(1992)-  29 44 34.66759(N)    089 53 26.53181(W)     ADJUSTED  
 AT1327* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AT1327  **This station is located in a subsidence area (see below).
 AT1327  ___________________________________________________________________
 AT1327  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AT1327  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AT1327
 AT1327  HORZ ORDER  -  FIRST
 AT1327
 AT1327.The horizontal coordinates were established by classical geodetic methods
 AT1327.and adjusted by the National Geodetic Survey in January 1993..
 AT1327
 AT1327 ** The orthometric height has not been validated since last determined
 AT1327 ** by differential leveling and should not be used for control purposes.
 AT1327 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1327 ** area with valid NAVD 88 orthometric heights.
 AT1327 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1327 ** epoch indicated which incorporates improved geoid heights for the
 AT1327 ** Southern Louisiana Subsidence area.
 AT1327 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1327
 AT1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1327
 AT1327.The geoid height was determined by GEOID03.
 AT1327
 AT1327;                    North         East     Units Scale Factor Converg.
 AT1327;SPC LA S     -   138,654.216 1,139,538.672   MT  0.99993581   +0 43 16.8
 AT1327;SPC LA S     -   454,901.37  3,738,636.46   sFT  0.99993581   +0 43 16.8
 AT1327;UTM  16      - 3,293,804.934   220,422.024   MT  1.00056453   -1 26 06.1
 AT1327
 AT1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1327!SPC LA S     -   1.00000393  x   0.99993581  =   0.99993974
 AT1327!UTM  16      -   1.00000393  x   1.00056453  =   1.00056846
 AT1327
 AT1327|---------------------------------------------------------------------|
 AT1327| PID    Reference Object                     Distance      Geod. Az  |
 AT1327|                                                           dddmmss.s |
 AT1327| DD7320 LAST RM 3                            23.950 METERS 00628     |
 AT1327| DD7319 LAST RM 2                            38.104 METERS 02559     |
 AT1327| AT1325 BAYHI RESET                         APPROX.10.7 KM 2501841.7 |
 AT1327| DD7318 LAST RM 1                            32.623 METERS 27607     |
 AT1327|---------------------------------------------------------------------|
 AT1327
 AT1327                          SUPERSEDED SURVEY CONTROL
 AT1327
 AT1327  NAD 83(1986)-  29 44 34.68015(N)    089 53 26.53398(W) AD(       ) 1
 AT1327  NAD 27      -  29 44 33.92354(N)    089 53 26.29526(W) AD(       ) 1
 AT1327  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 AT1327
 AT1327.Superseded values are not recommended for survey control.
 AT1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1327.See file dsdata.txt to determine how the superseded data were derived.
 AT1327
 AT1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2042293805(NAD 83)
 AT1327_MARKER: DS = TRIANGULATION STATION DISK
 AT1327_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1327_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1327
 AT1327  HISTORY     - Date     Condition        Report By
 AT1327  HISTORY     - 1934     MONUMENTED       CGS
 AT1327  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1327  HISTORY     - 1972     GOOD             NGS
 AT1327
 AT1327                          STATION DESCRIPTION
 AT1327
 AT1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1327'ABOUT 5-1/2 MILES
 AT1327'W OF DELACROIX
 AT1327'ISLAND, ABOUT 1 MILE NW OF GRAND LAKE, 23 METERS
 AT1327'(75 FEET) FROM THE S BANK OF A
 AT1327'BAYOU AT A POINT ABOUT 92 METERS
 AT1327'(302 FEET) W OF WHERE THE BAYOU BRANCEHS OFF TO
 AT1327'THE S AND TO THE
 AT1327'NE, AND IN LOW MARSHLAND ABOUT 15 METERS (49 FEET) NW OF A SLOUGH
 AT1327'WHICH EMPTIES
 AT1327'INTO THE BAYOU.  THE STATION IS MARKED BY A STANDARD
 AT1327'BRONZE DISK SET IN CONCRETE AT
 AT1327'THE TOP OF A TILE,
 AT1327'REFERENCE MARK NO. 1 IS A STANDARD
 AT1327'BRONZE REFERENCE DISK
 AT1327'SET IN CONCRETE AT THE TOP OF A TILE,
 AT1327'IS 32.631
 AT1327'METERS (107.06 FEET) FROM THE STATION N 83 DEG 49 MIN W.
 AT1327'REFERENCE MARK NO.
 AT1327'2 IS A STANDARD BRONZE REFERENCE DISK SET
 AT1327'IN CONCRETE (125.01 FEET) FROM THE STATION
 AT1327'N 25 DEG 59 MIN E.
 AT1327'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 57.988 METERS
 AT1327'(190.25 FEET).
 AT1327'ALL THE MARKS PROJECT ONE FOOT ABOVE THE MARSH.  THE SMOKESTACK
 AT1327'ON THE PAPER BOX FACTORY
 AT1327'IN BRAITHWAITE IS N 20 DEG 51 MIN W.
 AT1327
 AT1327                          STATION RECOVERY (1965)
 AT1327
 AT1327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1327'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AT1327'FOUND.
 AT1327
 AT1327                          STATION RECOVERY (1972)
 AT1327
 AT1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1327'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TALL GRASS ON LINE.
 AT1327'
 AT1327'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 AT1327'
 AT1327'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO
 AT1327'BE IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR AND WAS NOT
 AT1327'FOUND.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW
 AT1327'DESCRIPTION FOLLOWS.
 AT1327'
 AT1327'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF DELACROIX ISLAND,
 AT1327'5-1/2 MILES EAST-NORTHEAST OF BELAIR, 1 MILE NORTHWEST OF GRAND LAKE
 AT1327'AND IN A LOW MARSHLAND.
 AT1327'
 AT1327'THE STATION CAN BE REACHED BY HELICOPTER OR BOAT ONLY.
 AT1327'
 AT1327'THE STATION MARK IS A STANDARD DISK STAMPED LAST 1934 SET IN THE TOP
 AT1327'OF A 12-INCH CYLINDRICAL TILE FILLED WITH CONCRETE THAT IS FLUSH
 AT1327'WITH THE GROUND SURFACE AND ABOUT 4 INCHES BELOW WATER AT THIS TIME.
 AT1327'IT IS 30 FEET WEST OF THE WEST BANK OF A CANAL AND 2 FEET EAST OF A
 AT1327'METAL WITNESS POST WITH SIGN.
 AT1327'
 AT1327'REFERENCE MARK 1, A STANDARD DISK STAMPED LAST NO 1 1934, IS SET IN
 AT1327'THE TOP OF A 12-INCH TILE FILLED WITH CONCRETE THAT IS FLUSH WITH
 AT1327'THE SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A PIECE OF STEEL
 AT1327'DRIVEN IN THE GROUND AND 1.5 FEET NORTH-NORTHEAST OF A PIECE OF
 AT1327'STEEL DRIVEN IN THE GROUND.
 AT1327'
 AT1327'REFERENCE MARK 3, A STANDARD DISK STAMPED LAST NO 3 1934 1972, SET IN
 AT1327'THE TOP OF A 4-INCH ORANGEBURG PIPE FILLED WITH CONCRETE THAT
 AT1327'PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET WEST OF
 AT1327'THE WEST BANK OF THE CANAL, 2 FEET WEST OF A PIECE OF STEEL DRIVEN
 AT1327'IN THE GROUND AND 1.5 FEET EAST OF A PIECE OF STEEL DRIVEN IN
 AT1327'THE GROUND.
 AT1327'
 AT1327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 AT1327'EAST-NORTHEAST OF BELAIR.
 AT1327'
 AT1327'HEIGHT OF LIGHT ABOVE STATION MARK 48.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2601 ***********************************************************************
 BX2601  DESIGNATION -  LAT
 BX2601  PID         -  BX2601
 BX2601  STATE/COUNTY-  LA/RAPIDES
 BX2601  USGS QUAD   -  LATANIER (1993)
 BX2601
 BX2601                         *CURRENT SURVEY CONTROL
 BX2601  ___________________________________________________________________
 BX2601* NAD 83(1992)-  31 10 55.28398(N)    092 19 58.99086(W)     ADJUSTED  
 BX2601* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 BX2601  ___________________________________________________________________
 BX2601  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BX2601  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BX2601
 BX2601  HORZ ORDER  -  FIRST
 BX2601
 BX2601.The horizontal coordinates were established by classical geodetic methods
 BX2601.and adjusted by the National Geodetic Survey in January 1993..
 BX2601
 BX2601.The orthometric height was scaled from a topographic map.
 BX2601
 BX2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2601
 BX2601.The geoid height was determined by GEOID03.
 BX2601
 BX2601;                    North         East     Units Scale Factor Converg.
 BX2601;SPC LA N     -    75,633.189 1,015,913.721   MT  0.99999655   +0 05 17.8
 BX2601;SPC LA N     -   248,139.89  3,333,043.60   sFT  0.99999655   +0 05 17.8
 BX2601;UTM  15      - 3,449,966.487   563,550.210   MT  0.99964981   +0 20 43.2
 BX2601
 BX2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2601!SPC LA N     -   1.00000123  x   0.99999655  =   0.99999778
 BX2601!UTM  15      -   1.00000123  x   0.99964981  =   0.99965104
 BX2601
 BX2601|---------------------------------------------------------------------|
 BX2601| PID    Reference Object                     Distance      Geod. Az  |
 BX2601|                                                           dddmmss.s |
 BX2601| CY4843 LAT RM                               11.665 METERS 04148     |
 BX2601|---------------------------------------------------------------------|
 BX2601
 BX2601                          SUPERSEDED SURVEY CONTROL
 BX2601
 BX2601  NAD 83(1986)-  31 10 55.30381(N)    092 19 58.98576(W) AD(       ) 1
 BX2601  NAD 27      -  31 10 54.63168(N)    092 19 58.50966(W) AD(       ) 1
 BX2601
 BX2601.Superseded values are not recommended for survey control.
 BX2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2601.See file dsdata.txt to determine how the superseded data were derived.
 BX2601
 BX2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6355049966(NAD 83)
 BX2601_MARKER: DS = TRIANGULATION STATION DISK
 BX2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2601
 BX2601  HISTORY     - Date     Condition        Report By
 BX2601  HISTORY     - 1919     MONUMENTED       CGS
 BX2601  HISTORY     - 1934     MARK NOT FOUND   CGS
 BX2601  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2601  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2601
 BX2601                          STATION DESCRIPTION
 BX2601
 BX2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2601'STATION IS ABOUT 2 MILES E OF RAILROAD STATION AT LATANIER,
 BX2601'ON LOUISIANA RAILWAY AND NAVIGATION COMPANY RIGHT-OF-WAY,
 BX2601'15-1/6 TELEGRAPH POLES E OF MILEPOST NO. 133 AND 2.8 METERS
 BX2601'(9 FEET) N OF MAIN TRACK.
 BX2601'
 BX2601'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BX2601'SET IN CONCRETE.
 BX2601'
 BX2601'REFERENCE MARK IS 11.66 METERS (38.3 FEET) FROM STATION,
 BX2601'N 41 DEG 48 MIN E.
 BX2601
 BX2601                          STATION RECOVERY (1934)
 BX2601
 BX2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 BX2601'STATION AND REFERENCE MARKS NOT RECOVERED.
 BX2601
 BX2601                          STATION RECOVERY (1935)
 BX2601
 BX2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2601'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT RECOVERED.  ITS
 BX2601'PROXIMITY TO THE RAILROAD TRACKS NO DOUBT CAUSED IT TO HAVE
 BX2601'BEEN EITHER COVERED UP BY AN EXTENSIVE FILL OR DUG OUT BY THE
 BX2601'GRAVEL GRADER.
 BX2601
 BX2601                          STATION RECOVERY (1999)
 BX2601
 BX2601'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0755 ***********************************************************************
 AV0755  DESIGNATION -  LATANIA
 AV0755  PID         -  AV0755
 AV0755  STATE/COUNTY-  LA/CAMERON
 AV0755  USGS QUAD   -  LATANIA LAKE (1982)
 AV0755
 AV0755                         *CURRENT SURVEY CONTROL
 AV0755  ___________________________________________________________________
 AV0755* NAD 83(1992)-  29 55 17.37882(N)    092 50 23.35957(W)     ADJUSTED  
 AV0755* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0755  **This station is located in a subsidence area (see below).
 AV0755  ___________________________________________________________________
 AV0755  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AV0755  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AV0755
 AV0755  HORZ ORDER  -  THIRD
 AV0755
 AV0755.The horizontal coordinates were established by classical geodetic methods
 AV0755.and adjusted by the National Geodetic Survey in January 1993..
 AV0755
 AV0755 ** The orthometric height has not been validated since last determined
 AV0755 ** by differential leveling and should not be used for control purposes.
 AV0755 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0755 ** area with valid NAVD 88 orthometric heights.
 AV0755 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0755 ** epoch indicated which incorporates improved geoid heights for the
 AV0755 ** Southern Louisiana Subsidence area.
 AV0755 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0755.The orthometric height was scaled from a topographic map.
 AV0755
 AV0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0755
 AV0755.The geoid height was determined by GEOID03.
 AV0755
 AV0755;                    North         East     Units Scale Factor Converg.
 AV0755;SPC LA S     -   158,520.696   854,545.083   MT  0.99992670   -0 45 11.7
 AV0755;SPC LA S     -   520,079.98  2,803,619.99   sFT  0.99992670   -0 45 11.7
 AV0755;UTM  15      - 3,310,097.097   515,460.943   MT  0.99960295   +0 04 47.6
 AV0755
 AV0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0755!SPC LA S     -   1.00000420  x   0.99992670  =   0.99993090
 AV0755!UTM  15      -   1.00000420  x   0.99960295  =   0.99960715
 AV0755
 AV0755:                Primary Azimuth Mark                     Grid Az
 AV0755:SPC LA S     -  ENTRANCE                                 031 08 15.7
 AV0755:UTM  15      -  ENTRANCE                                 030 18 16.4
 AV0755
 AV0755|---------------------------------------------------------------------|
 AV0755| PID    Reference Object                     Distance      Geod. Az  |
 AV0755|                                                           dddmmss.s |
 AV0755| AV0757 ENTRANCE                            APPROX. 6.9 KM 0302304.0 |
 AV0755| CV9980 LATANIA RM                           38.984 METERS 32934     |
 AV0755|---------------------------------------------------------------------|
 AV0755
 AV0755                          SUPERSEDED SURVEY CONTROL
 AV0755
 AV0755  NAD 83(1986)-  29 55 17.40126(N)    092 50 23.34590(W) AD(       ) 3
 AV0755  NAD 27      -  29 55 16.64000(N)    092 50 22.79000(W) AD(       ) 3
 AV0755
 AV0755.Superseded values are not recommended for survey control.
 AV0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0755.See file dsdata.txt to determine how the superseded data were derived.
 AV0755
 AV0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1546110097(NAD 83)
 AV0755_MARKER: DD = SURVEY DISK
 AV0755_SETTING: 0 = UNSPECIFIED SETTING
 AV0755
 AV0755  HISTORY     - Date     Condition        Report By
 AV0755  HISTORY     - 1933     MONUMENTED       USGS
 AV0755  HISTORY     - 1961     GOOD             CGS
 AV0755
 AV0755                          STATION DESCRIPTION
 AV0755
 AV0755'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0755'ON THE SW SIDE LATANIA LAKE ON THE N SIDE AND CLOSE TO A
 AV0755'GROUP OF ELM TREES (THE ONLY TREES NEAR THIS LAKE).  120
 AV0755'FEET SW FROM POINT OF SHELL REEF WHICH EXTENDS ABOUT 20
 AV0755'FEET INTO THE LAKE.
 AV0755'
 AV0755'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0755'LATANIA 1933.
 AV0755'
 AV0755'REFERENCE MARK IS 127.9 FEET N OF STATION AND 30 FEET W
 AV0755'FROM WATERS EDGE AT HOUSE BOAT LANDING.  A CONCRETE POST
 AV0755'WITH STANDARD REFERENCE TABLET.
 AV0755'
 AV0755'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0755'ELEVATION 30 FEET.
 AV0755
 AV0755                          STATION RECOVERY (1961)
 AV0755
 AV0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BGC)
 AV0755'STATION FOUND IN GOOD CONDITION.  MARK APPEARS NOT DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3310 ***********************************************************************
 BK3310  DESIGNATION -  LATANK
 BK3310  PID         -  BK3310
 BK3310  STATE/COUNTY-  LA/CALCASIEU
 BK3310  USGS QUAD   -  MOSS BLUFF (1994)
 BK3310
 BK3310                         *CURRENT SURVEY CONTROL
 BK3310  ___________________________________________________________________
 BK3310* NAD 83(1992)-  30 17 09.53976(N)    093 09 12.14451(W)     ADJUSTED  
 BK3310* NAVD 88     -         3.3  **(meters)      11.   **(feet)  GPS OBS   
 BK3310  **This station is located in a subsidence area (see below).
 BK3310  ___________________________________________________________________
 BK3310  X           -    -303,226.821 (meters)                     COMP
 BK3310  Y           -  -5,503,969.589 (meters)                     COMP
 BK3310  Z           -   3,197,777.164 (meters)                     COMP
 BK3310  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK3310  ELLIP HEIGHT-         -24.16  (meters)          (02/20/02) GPS OBS
 BK3310  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3310
 BK3310  HORZ ORDER  -  FIRST
 BK3310  ELLP ORDER  -  FOURTH    CLASS I
 BK3310
 BK3310.The horizontal coordinates were established by GPS observations
 BK3310.and adjusted by the National Geodetic Survey in January 1995..
 BK3310
 BK3310 ** The orthometric height has not been validated since last determined
 BK3310 ** by differential leveling and should not be used for control purposes.
 BK3310 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3310 ** area with valid NAVD 88 orthometric heights.
 BK3310 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3310 ** epoch indicated which incorporates improved geoid heights for the
 BK3310 ** Southern Louisiana Subsidence area.
 BK3310 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3310.The orthometric height was determined by GPS observations and a
 BK3310.high-resolution geoid model.
 BK3310
 BK3310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3310
 BK3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3310
 BK3310.The ellipsoidal height was determined by GPS observations
 BK3310.and is referenced to NAD 83.
 BK3310
 BK3310.The geoid height was determined by GEOID03.
 BK3310
 BK3310;                    North         East     Units Scale Factor Converg.
 BK3310;SPC LA S     -   199,357.311   824,915.004   MT  0.99993808   -0 54 36.2
 BK3310;SPC LA S     -   654,058.11  2,706,408.64   sFT  0.99993808   -0 54 36.2
 BK3310;UTM  15      - 3,350,485.262   485,250.073   MT  0.99960268   -0 04 38.5
 BK3310
 BK3310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3310!SPC LA S     -   1.00000379  x   0.99993808  =   0.99994187
 BK3310!UTM  15      -   1.00000379  x   0.99960268  =   0.99960647
 BK3310
 BK3310                          SUPERSEDED SURVEY CONTROL
 BK3310
 BK3310  ELLIP H (01/13/95)  -24.07   (m)                       GP(       ) 3 2
 BK3310  NAD 83(1992)-  30 17 09.54116(N)    093 09 12.14763(W) AD(       ) 1
 BK3310  ELLIP H (01/21/93)  -24.19   (m)                       GP(       ) 4 2
 BK3310  NAD 83(1986)-  30 17 09.56289(N)    093 09 12.13923(W) AD(       ) 1
 BK3310  NGVD 29 (05/20/88)    3.2    (m)           10.     (f) GPS OBS        
 BK3310
 BK3310.Superseded values are not recommended for survey control.
 BK3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3310.See file dsdata.txt to determine how the superseded data were derived.
 BK3310
 BK3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8525050485(NAD 83)
 BK3310_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3310_STAMPING: LA TANK 1987
 BK3310_MARK LOGO: NGS   
 BK3310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3310+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 BK3310
 BK3310  HISTORY     - Date     Condition        Report By
 BK3310  HISTORY     - 1987     MONUMENTED       LADTD
 BK3310  HISTORY     - 19910108 GOOD             VFM
 BK3310  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3310  HISTORY     - 20040302 GOOD             WEBBES
 BK3310  HISTORY     - 20050312 GOOD             USPSQD
 BK3310  HISTORY     - 20060501 GOOD             USPSQD
 BK3310
 BK3310                          STATION DESCRIPTION
 BK3310
 BK3310'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3310'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) NORTHEAST OF DOWNTOWN LAKE
 BK3310'CHARLES,
 BK3310'4.5 KM (2.8 MI) EAST-SOUTHEAST OF MOSS BLUFF, ON THE ROAD
 BK3310'RIGHT-OF-WAY AT THE MAIN ENTRANCE TO THE LOUISIANA TANK,
 BK3310'INCORPORATED COMPLEX.
 BK3310'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3310'
 BK3310'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10,
 BK3310'U.S. HIGHWAY 171 AND STATE HIGHWAY 14 IN THE NORTHEAST SECTION OF
 BK3310'LAKE CHARLES, GO NORTH FOR 3.28 KM (2.05 MI) ON HIGHWAY 171 TO A
 BK3310'ROAD RIGHT.
 BK3310'TURN RIGHT AND GO EAST FOR 2.7 KM (1.7 MI) ON STATE HIGHWAY 3059
 BK3310'(OLD TOWN ROAD) TO THE ENTRANCE TO THE MOSS BLUFF MANOR REST HOME
 BK3310'ON THE LEFT.
 BK3310'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.95 KM (0.6 MI) ON HIGHWAY
 BK3310'3059 TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK,
 BK3310'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5 KM (0.3 MI) ON HIGHWAY
 BK3310'3059 TO A GRAVEL CROSSROAD AND THE MARK ON THE LEFT.
 BK3310'
 BK3310'THE STATION IS A STANDARD NGS DISK
 BK3310'STAMPED---LATANK 1987---,
 BK3310'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3310'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3310'12 METERS (39.5 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BK3310'17 METERS (56 FT) EAST FROM THE ENTRANCE ROAD CENTER,
 BK3310'9.1 METERS (30 FT) EAST FROM A CHAIN LINK FENCE CORNER AND
 BK3310'1.1 METERS (3.5 FT) NORTH FROM A FIBERGLASS WITNESS POST SET BY THE
 BK3310'CHAIN LINK FENCE.
 BK3310'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3310'STAMPED---LATANK 1987---,
 BK3310'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3310'
 BK3310'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3310'STAMPED---LATANK 1987---,
 BK3310'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3310'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3310'12.8 METERS (42 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BK3310'5 METERS (16.5 FT) WEST FROM THE CENTER OF THE GRAVEL ROAD,
 BK3310'3.9 METERS (13 FT) NORTH-NORTHWEST FROM THE NORTHWEST END OF A
 BK3310'45-CM PIPE UNDER THE GRAVEL ROAD,
 BK3310'1.7 METERS (5.5 FT) SOUTHWEST FROM A FENCE CORNER POST AND
 BK3310'1.1 METERS (3.5 FT) SOUTH FROM A UTILITY POLE WITH THE WITNESS SIGN
 BK3310'ATTACHED NEAR THE GROUND.
 BK3310'TO REACH THE AZIMUTH FROM THE STATION,
 BK3310'GO EAST FOR 0.5 KM (0.3 MI) ON HIGHWAY 3059 TO A GRAVEL CROSS ROAD
 BK3310'AND THE MARK ON THE LEFT.
 BK3310
 BK3310                          STATION RECOVERY (1991)
 BK3310
 BK3310'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3310'RECOVERED AS DESCRIBED.
 BK3310
 BK3310                          STATION RECOVERY (2002)
 BK3310
 BK3310'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMG)
 BK3310'MARK NOT FOUND.
 BK3310
 BK3310                          STATION RECOVERY (2004)
 BK3310
 BK3310'RECOVERY NOTE BY WEBB ENGINEERING AND SURVEYING 2004 (JRW)
 BK3310'RECOVERED WITH 1987 DESCRIPTION.
 BK3310'LEVEL WITH ADJACENT GROUND AND SLIGHTLY COVERED WITH LOOSE MUD.
 BK3310
 BK3310                          STATION RECOVERY (2005)
 BK3310
 BK3310'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BK3310'MARK UNDER ABOUT 2 INCHES OF DIRT.   WITNESS POST MISSING
 BK3310
 BK3310                          STATION RECOVERY (2006)
 BK3310
 BK3310'RECOVERY NOTE BY US POWER SQUADRON 2006 (KDW)
 BK3310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3311 ***********************************************************************
 BK3311  DESIGNATION -  LATANK AZ MK
 BK3311  PID         -  BK3311
 BK3311  STATE/COUNTY-  LA/CALCASIEU
 BK3311  USGS QUAD   -  MOSS BLUFF (1994)
 BK3311
 BK3311                         *CURRENT SURVEY CONTROL
 BK3311  ___________________________________________________________________
 BK3311* NAD 83(1992)-  30 17 10.45872(N)    093 08 53.54702(W)     ADJUSTED  
 BK3311* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 BK3311  **This station is located in a subsidence area (see below).
 BK3311  ___________________________________________________________________
 BK3311  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK3311  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3311
 BK3311  HORZ ORDER  -  SECOND
 BK3311
 BK3311.The horizontal coordinates were established by classical geodetic methods
 BK3311.and adjusted by the National Geodetic Survey in January 1993..
 BK3311.No horizontal observational check was made to the station.
 BK3311
 BK3311 ** The orthometric height has not been validated since last determined
 BK3311 ** by differential leveling and should not be used for control purposes.
 BK3311 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3311 ** area with valid NAVD 88 orthometric heights.
 BK3311 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3311 ** epoch indicated which incorporates improved geoid heights for the
 BK3311 ** Southern Louisiana Subsidence area.
 BK3311 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3311
 BK3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3311
 BK3311.The geoid height was determined by GEOID03.
 BK3311
 BK3311;                    North         East     Units Scale Factor Converg.
 BK3311;SPC LA S     -   199,377.722   825,412.369   MT  0.99993810   -0 54 26.9
 BK3311;SPC LA S     -   654,125.08  2,708,040.41   sFT  0.99993810   -0 54 26.9
 BK3311;UTM  15      - 3,350,512.889   485,746.921   MT  0.99960251   -0 04 29.1
 BK3311
 BK3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3311!SPC LA S     -   1.00000379  x   0.99993810  =   0.99994189
 BK3311!UTM  15      -   1.00000379  x   0.99960251  =   0.99960630
 BK3311
 BK3311                          SUPERSEDED SURVEY CONTROL
 BK3311
 BK3311  NAD 83(1986)-  30 17 10.48046(N)    093 08 53.53862(W) AD(       ) 2
 BK3311  NGVD 29 (05/20/88)    3.     (m)           10.     (f) VERT ANG       
 BK3311
 BK3311.Superseded values are not recommended for survey control.
 BK3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3311.See file dsdata.txt to determine how the superseded data were derived.
 BK3311
 BK3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8574750513(NAD 83)
 BK3311_MARKER: DZ = AZIMUTH MARK DISK
 BK3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3311_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3311+STABILITY: SURFACE MOTION
 BK3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3311+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BK3311
 BK3311  HISTORY     - Date     Condition        Report By
 BK3311  HISTORY     - 1987     MONUMENTED       LADTD
 BK3311  HISTORY     - 20021102 GOOD             USPSQD
 BK3311  HISTORY     - 20050312 GOOD             USPSQD
 BK3311
 BK3311                          STATION DESCRIPTION
 BK3311
 BK3311'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3311'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) NORTHEAST OF DOWNTOWN
 BK3311'LAKE CHARLES,
 BK3311'4.5 KM (2.8 MI) EAST-SOUTHEAST OF MOSS BLUFF, ON THE ROAD
 BK3311'RIGHT-OF-WAY NEAR A GRAVEL CROSSROAD JUST EAST OF THE ENTRANCE TO
 BK3311'THE LOUISIANA TANK, INCORPORATED COMPLEX.
 BK3311'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3311'
 BK3311'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10,
 BK3311'U.S. HIGHWAY 171 AND STATE HIGHWAY 14 IN THE NORTHEAST SECTION OF
 BK3311'LAKE CHARLES, GO NORTH FOR 3.28 KM (2.05 MI) ON HIGHWAY 171 TO A
 BK3311'ROAD RIGHT.
 BK3311'TURN RIGHT AND GO EAST FOR 2.73 KM (1.7 MI) ON STATE HIGHWAY 3059
 BK3311'(OLD TOWN ROAD) TO THE ENTRANCE TO THE MOSS BLUFF MANOR REST HOME
 BK3311'ON THE LEFT.
 BK3311'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.45 KM (0.9 MI) ON HIGHWAY
 BK3311'3059 TO A GRAVEL CROSSROAD AND THE MARK ON THE LEFT.
 BK3311'
 BK3311'THE STATION IS A STANDARD NGS DISK
 BK3311'STAMPED---LATANK 1987---,
 BK3311'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3311'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3311'12.8 METERS (42 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BK3311'5 METERS (16.4 FT) WEST FROM THE CENTER OF THE GRAVEL ROAD,
 BK3311'3.9 METERS (12.8 FT) NORTH-NORTHWEST FROM THE NORTHWEST END OF A
 BK3311'45-CM PIPE UNDER THE GRAVEL ROAD,
 BK3311'1.7 METERS (5.6 FT) SOUTHWEST FROM A FENCE CORNER POST AND
 BK3311'1.1 METERS (3.6 FT) SOUTH FROM A UTILITY POLE WITH A WITNESS SIGN
 BK3311'ATTACHED NEAR THE GROUND.
 BK3311
 BK3311                          STATION RECOVERY (2002)
 BK3311
 BK3311'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMG)
 BK3311'RECOVERED IN GOOD CONDITION.
 BK3311
 BK3311                          STATION RECOVERY (2005)
 BK3311
 BK3311'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BK3311'MARK UNDER ABOUT 1 INCH OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0079 ***********************************************************************
 CR0079  DESIGNATION -  LATEX
 CR0079  PID         -  CR0079
 CR0079  STATE/COUNTY-  LA/CADDO
 CR0079  USGS QUAD   -  WASKOM (1978)
 CR0079
 CR0079                         *CURRENT SURVEY CONTROL
 CR0079  ___________________________________________________________________
 CR0079* NAD 83(1992)-  32 28 14.16374(N)    094 02 34.44307(W)     ADJUSTED  
 CR0079* NAVD 88     -        79.669  (meters)     261.38   (feet)  ADJUSTED  
 CR0079  ___________________________________________________________________
 CR0079  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CR0079  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR0079  DYNAMIC HT  -          79.579 (meters)     261.09  (feet)  COMP
 CR0079  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CR0079
 CR0079  HORZ ORDER  -  SECOND
 CR0079  VERT ORDER  -  FIRST     CLASS II
 CR0079
 CR0079.The horizontal coordinates were established by classical geodetic methods
 CR0079.and adjusted by the National Geodetic Survey in February 1996..
 CR0079
 CR0079.The orthometric height was determined by differential leveling
 CR0079.and adjusted by the National Geodetic Survey in June 1991..
 CR0079
 CR0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0079
 CR0079.The geoid height was determined by GEOID03.
 CR0079
 CR0079.The dynamic height is computed by dividing the NAVD 88
 CR0079.geopotential number by the normal gravity value computed on the
 CR0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0079.degrees latitude (g = 980.6199 gals.).
 CR0079
 CR0079.The modeled gravity was interpolated from observed gravity values.
 CR0079
 CR0079;                    North         East     Units Scale Factor Converg.
 CR0079;SPC LA N     -   219,526.766   854,966.556   MT  0.99996117   -0 48 56.6
 CR0079;SPC LA N     -   720,230.73  2,805,002.78   sFT  0.99996117   -0 48 56.6
 CR0079;SPC TXNC     - 2,098,035.467 1,018,842.290   MT  0.99992368   +2 25 51.2
 CR0079;SPC TXNC     - 6,883,304.69  3,342,651.75   sFT  0.99992368   +2 25 51.2
 CR0079;UTM  15      - 3,593,079.091   401,996.590   MT  0.99971844   -0 33 35.8
 CR0079
 CR0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0079!SPC LA N     -   0.99999158  x   0.99996117  =   0.99995275
 CR0079!SPC TXNC     -   0.99999158  x   0.99992368  =   0.99991526
 CR0079!UTM  15      -   0.99999158  x   0.99971844  =   0.99971002
 CR0079
 CR0079|---------------------------------------------------------------------|
 CR0079| PID    Reference Object                     Distance      Geod. Az  |
 CR0079|                                                           dddmmss.s |
 CR0079| CX6634 LATEX RM 1                           25.134 METERS 09523     |
 CR0079| CR0082 LATEX AZ MK                                        1261938.1 |
 CR0079| CX6635 LATEX RM 2                           23.320 METERS 18427     |
 CR0079| CR0081 TT STA 124 LS                        26.285 METERS 19100     |
 CR0079| CR1102 C 3537                               22.294 METERS 20425     |
 CR0079| CR1100 WASKOM MUNICIPAL TANK               APPROX. 2.0 KM 2973504.6 |
 CR0079|---------------------------------------------------------------------|
 CR0079
 CR0079                          SUPERSEDED SURVEY CONTROL
 CR0079
 CR0079  NAD 83(1992)-  32 28 14.16742(N)    094 02 34.44185(W) AD(       ) 2
 CR0079  NAD 83(1986)-  32 28 14.17416(N)    094 02 34.43313(W) AD(       ) 2
 CR0079  NAD 27      -  32 28 13.61730(N)    094 02 33.77120(W) AD(       ) 2
 CR0079  NGVD 29 (??/??/92)   79.737  (m)          261.60   (f) ADJ UNCH    1 2
 CR0079
 CR0079.Superseded values are not recommended for survey control.
 CR0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0079.See file dsdata.txt to determine how the superseded data were derived.
 CR0079
 CR0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0199793079(NAD 83)
 CR0079_MARKER: DS = TRIANGULATION STATION DISK
 CR0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0079_STAMPING: LATEX 1950
 CR0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0079+STABILITY: SURFACE MOTION
 CR0079
 CR0079  HISTORY     - Date     Condition        Report By
 CR0079  HISTORY     - 1950     MONUMENTED       CGS
 CR0079  HISTORY     - 1954     GOOD             CGS
 CR0079  HISTORY     - 1954     GOOD             NGS
 CR0079  HISTORY     - 1956     GOOD             CGS
 CR0079  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CR0079  HISTORY     - 1966     GOOD             CGS
 CR0079  HISTORY     - 19990515 GOOD             USPSQD
 CR0079  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CR0079
 CR0079                          STATION DESCRIPTION
 CR0079
 CR0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR0079'STATION IS LOCATED ABOUT 1-1/4 MILES EAST SOUTHEAST OF THE
 CR0079'BUSINESS CENTER OF WASKOM ON THE APPROXIMATE STATE LINE OF
 CR0079'LOUISIANA AND TEXAS.  STATION IS 41 FEET NORTHEAST OF THE
 CR0079'CENTERLINE OF U.S. HIGHWAY 80, 36 FEET SOUTHEAST OF THE
 CR0079'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 20 FEET EAST OF A TEXAS
 CR0079'STATE LINE MINIATURE MARKER AND 3 FEET SOUTHEAST OF A F.A.P
 CR0079'MARKER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 CR0079'STAMPED LATEX 1950.
 CR0079'
 CR0079'REFERENCE MARK NO. 1 IS 76 FEET NORTHEAST OF THE CENTERLINE
 CR0079'OF U.S. HIGHWAY 80, 46 FEET SOUTHWEST OF SOUTHWEST TRACK OF MAIN
 CR0079'LINE OF RAILROAD AND 30 FEET NORTHWEST OF TELEPHONE POLE.
 CR0079'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CR0079'LATEX NO 1 1950.
 CR0079'
 CR0079'A TRAVERSE CONNECTION WAS MADE TO TT STA 124 LS 1932 (USGS)
 CR0079'WHICH WAS USED FOR REFERENCE MARK NO. 2.  THE MARK IS 41 FEET
 CR0079'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 25 FEET NORTHEAST
 CR0079'OF POWER POLE AND 18 FEET SOUTHEAST OF STATE LINE MARKER.
 CR0079'THE MARK IS A 6 X 6 CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES
 CR0079'AND THE DISK IS STAMPED TT STA 124 LS 1932.
 CR0079'
 CR0079'A TRAVERSE CONNECTION WAS MADE TO C 3537 (LA. GEOD. S.).
 CR0079'THE MARK IS 32 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 CR0079'23 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF GRAVEL
 CR0079'ROAD AND 10 FEET NORTH NORTHEAST OF STATE LINE MARKER.  THE
 CR0079'MARK IS A 6 X 6 CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND
 CR0079'THE DISK IS STAMPED C 3537 WPA STATION.
 CR0079'
 CR0079'AZIMUTH MARK IS 60 FEET SOUTHWEST OF SOUTHWEST TRACK OF RAILROAD,
 CR0079'54 FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 80 AND 4 FEET
 CR0079'NORTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 CR0079'AND THE DISK IS STAMPED LATEX 1950.
 CR0079'
 CR0079'TO REACH FROM THE WASKOM MUNICIPAL WATER TANK GO EASTERLY
 CR0079'ON U.S. HIGHWAY 80 FOR 1.3 MILES TO STATE LINE AND STATION
 CR0079'ON LEFT AS DESCRIBED.  CONTINUE EASTERLY FOR 0.5 MILE TO AZIMUTH
 CR0079'MARK ON LEFT AS DESCRIBED.
 CR0079'
 CR0079'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR0079
 CR0079                          STATION RECOVERY (1954)
 CR0079
 CR0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 CR0079'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 CR0079'OFFICE AT WASKOM, TEXAS, ON THE TEXAS AND LOUISIANA STATE
 CR0079'LINE, 43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CR0079'36 FEET SOUTHEAST OF TH CENTER LINE OF A GRAVELED ROAD, 18.5
 CR0079'FEET EAST OF A TEXAS STONE BOUNDARY MARKER, 3 FEET SOUTHEAST
 CR0079'OF AN F.A.P. MARKER, A TRIANGULATION STATION DISK SET IN THE
 CR0079'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CR0079'GROUND, STAMPED LATEX 1950.
 CR0079'
 CR0079'LATEX R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 CR0079'
 CR0079'LATEX 1950 AZIMUTH IS 0.5 MILE SOUTHEAST OF TRIANGULATION
 CR0079'STATION LATEX 1950, ACROSS U.S. HIGHWAY 80 FROM A FARMHOUSE, 60.7
 CR0079'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE ILLINOIS CENTRAL
 CR0079'RAILROAD, 55 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CR0079'62 FEET SOUTHEAST OF A TELEPHONE POLE, 4 FEET NORTHEAST OF
 CR0079'A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A
 CR0079'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND STAMPED
 CR0079'LATEX 1950.
 CR0079
 CR0079                          STATION RECOVERY (1954)
 CR0079
 CR0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CR0079'1.2 MI SE FROM WASKOM.
 CR0079'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CR0079'WASKOM, ON THE TEXAS AND LOUISIANA STATE LINE, 43 FEET NORTHEAST OF
 CR0079'THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHEAST OF THE CENTER LINE
 CR0079'OF A GRAVELED ROAD, 18.5 FEET EAST OF A TEXAS STONE BOUNDARY MARKER, 3
 CR0079'FEET SOUTHEAST OF AN F.A.P. MARKER, SET IN THE TOP OF A CONCRETE POST
 CR0079'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CR0079
 CR0079                          STATION RECOVERY (1956)
 CR0079
 CR0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HH)
 CR0079'THE STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 CR0079'RECOVERED IN GOOD CONDITION.  LOCATION OF STATION, REFERENCE
 CR0079'MARK NO. 2 AND AZIMUTH MARK WAS AS DESCRIBED.  COULD NOT FIND
 CR0079'R.M. NO. 1.  DIRECTIONS FOR PROCEEDING TO STATION SITE WERE
 CR0079'CORRECT.
 CR0079
 CR0079                          STATION RECOVERY (1966)
 CR0079
 CR0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CR0079'THE STATION WAS VISITED 5/5/66 AND THE STATION MARK (SURFACE)
 CR0079'WAS FOUND WITH THE DISK REMOVED.  REFERENCE MARK 1 WAS FOUND
 CR0079'IN FAIR CONDITION ABOUT 2 INCHES BELOW THE GROUND SURFACE,
 CR0079'C3537 (LA.GEOD.S.) WAS FOUND DESTROYED WITH THE MONUMENT BROKEN
 CR0079'OFF BELOW THE GROUND SURFACE.  TT STA 124 LS 1932 (USGS) WAS
 CR0079'FOUND IN POOR CONDITION, IN A DITCH LINE, AND WILL SOON BE
 CR0079'DESTROYED.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION,
 CR0079'BUT OBSTRUCTED FROM THE STATION BY TREES AND UNDERBRUSH.
 CR0079'REFERENCE MARK 2 WAS ESTABLISHED AT THIS DATE.  THE STATION
 CR0079'SURFACE MARK WAS RESET FROM THE ORIGINAL MEASUREMENTS AND
 CR0079'THE ANGLES TO REFERENCE MARK 1 AND TT STA 124 LS 1932
 CR0079'(USGS).  THE RAILROAD TRACKS MENTIONED IN THE ORIGINAL
 CR0079'DESCRIPTION HAS BEEN REMOVED.  A NEW DESCRIPTION
 CR0079'FOLLOWS--
 CR0079'
 CR0079'THE STATION IS LOCATED ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY
 CR0079'80 FROM WASKOM, MUNICIPAL WATER TANK, AT APPROXIMATELY THE
 CR0079'TEXAS-LOUISIANA STATE LINE, 71.5 FEET SOUTHEAST OF POWER POLE
 CR0079'NO. 99, 43 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80,
 CR0079'37.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH FRAVELED ROAD,
 CR0079'18.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TEXAS
 CR0079'BOUNDARY MONUMENT, 3 FEET EAST OF F.A.P. 160 MARKER AND 1 FOOT
 CR0079'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 CR0079'LATEX 1950.
 CR0079'
 CR0079'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LATEX NO 1
 CR0079'1950, SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE
 CR0079'GROUND.  IT IS 110 FEET EAST OF THE CENTER OF THE GRAVELED
 CR0079'ROAD, 79 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 CR0079'1 FOOT NORTH OF A METAL WITNESS POST.
 CR0079'
 CR0079'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LAREX NO 2 1950
 CR0079'1966, SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE
 CR0079'FOOTING FOR THE LOUISIANA BOUNDARY MONUMENT, 29.5 FEET EAST
 CR0079'OF THE HARRISON COUNTY, TEXAS SIGN POST, 26.5 FEET SOUTH OF
 CR0079'THE CENTERLINE OF THE HIGHWAY, AND 4 INCHES ABOVE THE GROUND.
 CR0079'
 CR0079'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 111.50
 CR0079'FEET
 CR0079'
 CR0079'TT STA 124 LS 1932 (USGS) IS A STANDARD U.S. GEOLOGICAL DISK,
 CR0079'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING
 CR0079'2 FEET ON THE NORTH SIDE AND 8 INCHES ON THE SOUTH SIDE,
 CR0079'IT IS 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 CR0079'EAST-SOUTHEAST OF THE HARRISON COUNTY SIGN=POST AND 25 FEET
 CR0079'NORTH OF POWER POLE NO. 66.
 CR0079'
 CR0079'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LATEX 1950,
 CR0079'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 CR0079'THE GROUND.  IT IS 128 FEET NORTHWEST OF POWER POLE NO. 356,
 CR0079'WITH TRANSFORMER, 56 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CR0079'41 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF A
 CR0079'WHITE HOUSE WHICH IS ACROSS THE HIGHWAY FROM THE AZIMUTH MARK,
 CR0079'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CR0079'
 CR0079'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN WASKOM,
 CR0079'GO EAST ON U.S. HIGHWAY 80 FOR 1.3 MILES TO THE TEXAS-LOUISIANA
 CR0079'STATE LINE AND THE STATION ON THE LEFT.  CONTINUE EASTERLY
 CR0079'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CR0079
 CR0079                          STATION RECOVERY (1966)
 CR0079
 CR0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CR0079'STATION WAS VISITED 9/26/66 AND THE 1966 DESCRIPTION BY A.K.H.
 CR0079'FOUND TO BE ADEQUATE.
 CR0079'
 CR0079'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CR0079'
 CR0079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES EAST
 CR0079'OF WASKOM, TEXAS
 CR0079
 CR0079                          STATION RECOVERY (1999)
 CR0079
 CR0079'RECOVERY NOTE BY US POWER SQUADRON 1999
 CR0079'RECOVERED IN GOOD CONDITION.
 CR0079
 CR0079                          STATION RECOVERY (2001)
 CR0079
 CR0079'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CR0079'STATION IN GOOD CONDITION. RM1, RM2, AND AZM NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0082 ***********************************************************************
 CR0082  DESIGNATION -  LATEX AZ MK
 CR0082  PID         -  CR0082
 CR0082  STATE/COUNTY-  LA/CADDO
 CR0082  USGS QUAD   -  WASKOM (1978)
 CR0082
 CR0082                         *CURRENT SURVEY CONTROL
 CR0082  ___________________________________________________________________
 CR0082* NAD 83(1986)-  32 27 59.     (N)    094 02 06.     (W)     SCALED    
 CR0082* NAVD 88     -        73.234  (meters)     240.27   (feet)  ADJUSTED  
 CR0082  ___________________________________________________________________
 CR0082  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CR0082  DYNAMIC HT  -          73.151 (meters)     240.00  (feet)  COMP
 CR0082  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 CR0082
 CR0082  VERT ORDER  -  FIRST     CLASS II
 CR0082
 CR0082.The horizontal coordinates were scaled from a topographic map and have
 CR0082.an estimated accuracy of +/- 6 seconds.
 CR0082
 CR0082.The orthometric height was determined by differential leveling
 CR0082.and adjusted by the National Geodetic Survey in June 1991..
 CR0082
 CR0082.The geoid height was determined by GEOID03.
 CR0082
 CR0082.The dynamic height is computed by dividing the NAVD 88
 CR0082.geopotential number by the normal gravity value computed on the
 CR0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0082.degrees latitude (g = 980.6199 gals.).
 CR0082
 CR0082.The modeled gravity was interpolated from observed gravity values.
 CR0082
 CR0082;                    North         East    Units  Estimated Accuracy
 CR0082;SPC LA N     -   219,050.      855,700.      MT  (+/- 180 meters Scaled)
 CR0082
 CR0082                          SUPERSEDED SURVEY CONTROL
 CR0082
 CR0082  NGVD 29 (??/??/92)   73.303  (m)          240.49   (f) ADJ UNCH    1 2
 CR0082
 CR0082.Superseded values are not recommended for survey control.
 CR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0082.See file dsdata.txt to determine how the superseded data were derived.
 CR0082
 CR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR027926(NAD 83)
 CR0082_MARKER: DZ = AZIMUTH MARK DISK
 CR0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0082_STAMPING: LATEX 1950
 CR0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0082+STABILITY: SURFACE MOTION
 CR0082
 CR0082  HISTORY     - Date     Condition        Report By
 CR0082  HISTORY     - 1950     MONUMENTED       CGS
 CR0082  HISTORY     - 1954     GOOD             NGS
 CR0082  HISTORY     - 20010315 GOOD             USPSQD
 CR0082
 CR0082                          STATION DESCRIPTION
 CR0082
 CR0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0082'1.7 MI SE FROM WASKOM.
 CR0082'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CR0082'WASKOM, ACROSS THE HIGHWAY FROM A FARMHOUSE, 60.7 FEET SOUTHWEST OF
 CR0082'THE SOUTHWEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 55 FEET NORTHEAST
 CR0082'OF THE CENTER LINE OF THE HIGHWAY, 62 FEET SOUTHEAST OF A TELEPHONE
 CR0082'POLE, 4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0082'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CR0082
 CR0082                          STATION RECOVERY (2001)
 CR0082
 CR0082'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CR0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3219 ***********************************************************************
 AU3219  DESIGNATION -  LAUREL
 AU3219  PID         -  AU3219
 AU3219  STATE/COUNTY-  LA/LAFOURCHE
 AU3219  USGS QUAD   -  LABADIEVILLE (1980)
 AU3219
 AU3219                         *CURRENT SURVEY CONTROL
 AU3219  ___________________________________________________________________
 AU3219* NAD 83(1992)-  29 49 44.56625(N)    090 52 39.79389(W)     ADJUSTED  
 AU3219* NAVD 88     -         3.61   (+/-2cm)      11.8  **(feet)  VERTCON   
 AU3219  **This station is located in a subsidence area (see below).
 AU3219  ___________________________________________________________________
 AU3219  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3219  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AU3219
 AU3219  HORZ ORDER  -  FIRST
 AU3219  VERT ORDER  -  THIRD ? (See Below)
 AU3219
 AU3219.The horizontal coordinates were established by classical geodetic methods
 AU3219.and adjusted by the National Geodetic Survey in January 1993..
 AU3219
 AU3219 ** The orthometric height has not been validated since last determined
 AU3219 ** by differential leveling and should not be used for control purposes.
 AU3219 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3219 ** area with valid NAVD 88 orthometric heights.
 AU3219 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3219 ** epoch indicated which incorporates improved geoid heights for the
 AU3219 ** Southern Louisiana Subsidence area.
 AU3219 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3219.The vertical order pertains to the NGVD 29 superseded value.
 AU3219
 AU3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3219
 AU3219.The geoid height was determined by GEOID03.
 AU3219
 AU3219;                    North         East     Units Scale Factor Converg.
 AU3219;SPC LA S     -   147,404.927 1,044,032.347   MT  0.99993021   +0 13 40.1
 AU3219;SPC LA S     -   483,611.00  3,425,296.13   sFT  0.99993021   +0 13 40.1
 AU3219;UTM  15      - 3,301,732.175   705,062.728   MT  1.00011885   +1 03 21.7
 AU3219
 AU3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3219!SPC LA S     -   1.00000349  x   0.99993021  =   0.99993370
 AU3219!UTM  15      -   1.00000349  x   1.00011885  =   1.00012234
 AU3219
 AU3219|---------------------------------------------------------------------|
 AU3219| PID    Reference Object                     Distance      Geod. Az  |
 AU3219|                                                           dddmmss.s |
 AU3219| DD7321 LAUREL RM 1                                        02705     |
 AU3219| AU3217 THIBODAUX MUNICIPAL SPIPE           APPROX. 6.6 KM 1212525.5 |
 AU3219| DD7322 LAUREL RM 2                          95.540 METERS 12339     |
 AU3219| AU3197 THIBODAUX ST JOSEPHS CH N DOME      APPROX. 6.8 KM 1245940.7 |
 AU3219| AU3196 THIBODAUX ST JOSEPHS CH S DOME      APPROX. 6.8 KM 1250824.1 |
 AU3219| AU3215 PRICE SUGAR MILL STACK              APPROX.10.2 KM 1323312.4 |
 AU3219| AU3218 LEIGHTON SUGAR MILL TANK            APPROX. 4.0 KM 1475245.0 |
 AU3219| AU3223 LAUREL GROVE SUGAR MILL TANK        288.763 METERS 16338     |
 AU3219| AU3222 LABADIEVILLE WHITE CATHOLIC CH      APPROX. 7.5 KM 2784132.3 |
 AU3219| AU3229 HIMALAYA SUGAR MILL TANK            APPROX.11.1 KM 2835851.4 |
 AU3219| AU3220 ROBICHAUX SUGAR MILL TANK           APPROX. 8.9 KM 2922730.8 |
 AU3219|---------------------------------------------------------------------|
 AU3219
 AU3219                          SUPERSEDED SURVEY CONTROL
 AU3219
 AU3219  NAD 83(1986)-  29 49 44.58684(N)    090 52 39.79596(W) AD(       ) 1
 AU3219  NAD 27      -  29 49 43.84320(N)    090 52 39.45563(W) AD(       ) 1
 AU3219  NGVD 29 (07/19/86)    3.69   (m)           12.1    (f) LEVELING    3  
 AU3219
 AU3219.Superseded values are not recommended for survey control.
 AU3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3219.See file dsdata.txt to determine how the superseded data were derived.
 AU3219
 AU3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0506301732(NAD 83)
 AU3219_MARKER: DS = TRIANGULATION STATION DISK
 AU3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3219
 AU3219  HISTORY     - Date     Condition        Report By
 AU3219  HISTORY     - 1931     MONUMENTED       CGS
 AU3219  HISTORY     - 1941     GOOD             LAGS
 AU3219  HISTORY     - 1961     MARK NOT FOUND   USGS
 AU3219  HISTORY     - 1972     MARK NOT FOUND   NGS
 AU3219
 AU3219                          STATION DESCRIPTION
 AU3219
 AU3219'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU3219'STATION IS ABOUT 4 MILES NW OF THIBODAUX, ON A VACANT PLOT ON THE
 AU3219'LAUREL GROVE PLANTATION OWNED BY LAUREL SUGARS, INC.
 AU3219'
 AU3219'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU3219'DISKS SET IN CONCRETE.
 AU3219'
 AU3219'UPPER MARK PROJECTS 3 INCHES.
 AU3219'
 AU3219'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND IS BETWEEN SHELL ROAD
 AU3219'AND NARROW GATE TRACK, 1.1 MILES NE OF ROUTE 77, 100 FEET S
 AU3219'OF A CANE HEADLAND, 14.5 FEET W OF CENTER LINE OF ROAD, 5.4
 AU3219'FEET E OF CENTER LINE OF TRACK, AND 0.3 MILE FROM STATION
 AU3219'N 27 DEG 06 MIN E.
 AU3219'
 AU3219'REFERENCE MARK NO. 2 PROJECTS 12 INCHES, IS S OF ROW OF
 AU3219'DORMITORIES, 300 FEET W OF CENTER LINE OF SHELL ROAD, 101 FEET W
 AU3219'OF CENTER LINE OF STANDARD GATE TRACK GOING N FROM CENTER OF
 AU3219'MILL, 63.9 FEET SW OF SW CORNER OF E DORMITORY 2.5 FEET N OF
 AU3219'EDGE OF DITCH, AND 313.45 FEET FROM THE STATION S 56 DEG 22 MIN E.
 AU3219'BEARING FROM THE STATION OF
 AU3219'LABADIEVILLE, CATHOLIC CHURCH, WHITE SPIRE, DISTANT
 AU3219'APPROXIMATELY 6 MILES, IS N 81 DEG 18 MIN W.
 AU3219'
 AU3219'TO REACH STATION FROM THIBODAUX, GO 4.2 MILES NW OF ROUTE 77
 AU3219'TO SHELL ROAD LEADING NE INTO THE LAUREL GROVE PLANTATION, AND
 AU3219'FOLLOW 0.8 MILE NE ALONG THIS ROAD TO STATION.  THIS ROAD IS
 AU3219'0.1 MILE NW OF ROAD LEADING TO MILL.  STATION IS ABOUT 300 YARDS
 AU3219'N OF MILL, 35 FEET E OF CENTER LINE OF SHELL ROAD, IN LINE WITH
 AU3219'FRONT OF A ROW OF DORMITORIES, 53 FEET E OF CENTER LINE OF
 AU3219'NARROW GAGE TRACK, AND 69.5 FEET W OF SW CORNER OF W DORMITORY.
 AU3219
 AU3219                          STATION RECOVERY (1941)
 AU3219
 AU3219'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1941
 AU3219'STATION RECOVERED AS DESCRIBED.
 AU3219
 AU3219                          STATION RECOVERY (1961)
 AU3219
 AU3219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AU3219'ALL MARKS HAVE BEEN DESTROYED.
 AU3219
 AU3219                          STATION RECOVERY (1972)
 AU3219
 AU3219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3219'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT
 AU3219'ARE BELIEVED TO BE DESTROYED.
 AU3219'
 AU3219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AU3219'NORTHWEST OF THIBODAUX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3227 ***********************************************************************
 AU3227  DESIGNATION -  LAUREL 2
 AU3227  PID         -  AU3227
 AU3227  STATE/COUNTY-  LA/LAFOURCHE
 AU3227  USGS QUAD   -  LABADIEVILLE (1980)
 AU3227
 AU3227                         *CURRENT SURVEY CONTROL
 AU3227  ___________________________________________________________________
 AU3227* NAD 83(1992)-  29 49 36.48600(N)    090 52 43.92840(W)     ADJUSTED  
 AU3227* NAVD 88     -         3.1  **(meters)      10.   **(feet)  VERTCON   
 AU3227  **This station is located in a subsidence area (see below).
 AU3227  ___________________________________________________________________
 AU3227  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3227  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AU3227
 AU3227  HORZ ORDER  -  FIRST
 AU3227
 AU3227.The horizontal coordinates were established by classical geodetic methods
 AU3227.and adjusted by the National Geodetic Survey in January 1993..
 AU3227
 AU3227 ** The orthometric height has not been validated since last determined
 AU3227 ** by differential leveling and should not be used for control purposes.
 AU3227 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3227 ** area with valid NAVD 88 orthometric heights.
 AU3227 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3227 ** epoch indicated which incorporates improved geoid heights for the
 AU3227 ** Southern Louisiana Subsidence area.
 AU3227 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3227
 AU3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3227
 AU3227.The geoid height was determined by GEOID03.
 AU3227
 AU3227;                    North         East     Units Scale Factor Converg.
 AU3227;SPC LA S     -   147,155.702 1,043,922.341   MT  0.99993033   +0 13 38.1
 AU3227;SPC LA S     -   482,793.33  3,424,935.21   sFT  0.99993033   +0 13 38.1
 AU3227;UTM  15      - 3,301,481.339   704,956.315   MT  1.00011831   +1 03 19.4
 AU3227
 AU3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3227!SPC LA S     -   1.00000357  x   0.99993033  =   0.99993390
 AU3227!UTM  15      -   1.00000357  x   1.00011831  =   1.00012188
 AU3227
 AU3227|---------------------------------------------------------------------|
 AU3227| PID    Reference Object                     Distance      Geod. Az  |
 AU3227|                                                           dddmmss.s |
 AU3227| DD7323 LAUREL 2 RM 3                        33.833 METERS 05408     |
 AU3227| DD7324 LAUREL 2 RM 4                        26.909 METERS 16617     |
 AU3227| DD7325 LAUREL 2 RM 5                                      2341500.6 |
 AU3227|---------------------------------------------------------------------|
 AU3227
 AU3227                          SUPERSEDED SURVEY CONTROL
 AU3227
 AU3227  NAD 83(1986)-  29 49 36.50597(N)    090 52 43.93004(W) AD(       ) 1
 AU3227  NAD 27      -  29 49 35.75999(N)    090 52 43.58937(W) AD(       ) 1
 AU3227  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 AU3227
 AU3227.Superseded values are not recommended for survey control.
 AU3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3227.See file dsdata.txt to determine how the superseded data were derived.
 AU3227
 AU3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0495601481(NAD 83)
 AU3227_MARKER: DS = TRIANGULATION STATION DISK
 AU3227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3227
 AU3227  HISTORY     - Date     Condition        Report By
 AU3227  HISTORY     - 1972     MONUMENTED       NGS
 AU3227
 AU3227                          STATION DESCRIPTION
 AU3227
 AU3227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3227'THE STATION IS LOCATED ABOUT 11 MILES WEST OF CHOCTAW, 5.5 MILES
 AU3227'SOUTHWEST OF CHACKBAY, 4 MILES NORTHWEST OF THIBODAUX AND ON
 AU3227'PROPERTY OWNED BY CALDWELL SUGAR COMPANY, THIBODAUX, LOUISIANA,
 AU3227'PHONE NUMBER 447-4023.
 AU3227'
 AU3227'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 304
 AU3227'IN CHACKBAY GO SOUTHWEST ON STATE HIGHWAY 304 FOR 5.4 MILES TO A
 AU3227'CROSSROAD.  CONTINUE SOUTHERLY ON STATE HIGHWAY 304 FOR 0.7 MILE TO
 AU3227'THE STATION ON THE LEFT AT THE SUGAR PLANT.  (TO REACH REFERENCE
 AU3227'MARK 5 CONTINUE SOUTH ON STATE HIGHWAY 304 FOR 0.2 MILE TO A SIDE
 AU3227'ROAD LEFT AND A RAILROAD CROSSING.  TURN RIGHT AND GO WEST ALONG THE
 AU3227'NORTH SIDE OF THE TRACKS FOR 0.05 MILE TO THE MARK ON THE RIGHT.)
 AU3227'
 AU3227'THE STATION MARK IS A STANDARD DISK STAMPED LAUREL 2 1972, SET IN THE
 AU3227'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND
 AU3227'IS FLUSH WITH THE GROUND SURFACE.  IT IS 117 FEET EAST-NORTHEAST OF
 AU3227'THE CENTER OF STATE HIGHWAY 304, 88 FEET WEST OF A 20-INCH LIVE-OAK
 AU3227'TREE AND 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.
 AU3227'NO UNDERGROUND MARK WAS SET.
 AU3227'
 AU3227'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAUREL 2 NO 3 1972, SET
 AU3227'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 AU3227'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET EAST-SOUTHEAST
 AU3227'OF THE SOUTHWEST CORNER OF THE HOUSE, 39 FEET NORTH OF THE 20-INCH
 AU3227'LIVE-OAK TREE AND 1 FOOT WEST OF THE CORNER OF A CARPORT.
 AU3227'
 AU3227'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LAUREL 2 NO 4 1972, SET
 AU3227'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 AU3227'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET NORTHEAST OF THE
 AU3227'CENTER OF THE ROAD LEADING TO THE SUGAR MILL AND 2 FEET
 AU3227'NORTHEAST OF A METAL LIGHT POLE WITH STEPS.
 AU3227'
 AU3227'REFERENCE MARK 5 IS A STANDARD DISK STAMPED LAUREL 2 NO 5 1972, SET
 AU3227'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 AU3227'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET NORTHEAST OF THE
 AU3227'NORTH RAIL OF A RAILROAD TRACK, 14.3 FEET SOUTHWEST OF THE
 AU3227'SOUTHWEST CORNER OF A SMALL SHED, 1.5 FEET SOUTHEAST OF A METAL
 AU3227'WITNESS POST WITH SIGN AND 2 FEET SOUTHWEST OF A POWER POLE WITH
 AU3227'1 TRANSFORMER.
 AU3227'
 AU3227'THE MEASUREMENTS TO THE REFERENCE MARKS WERE MADE HOLDING 5 AND 10
 AU3227'KGS TENSION.
 AU3227'
 AU3227'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3226 ***********************************************************************
 AU3226  DESIGNATION -  LAUREL GROVE CALDWELL STACK
 AU3226  PID         -  AU3226
 AU3226  STATE/COUNTY-  LA/LAFOURCHE
 AU3226  USGS QUAD   -  LABADIEVILLE (1980)
 AU3226
 AU3226                         *CURRENT SURVEY CONTROL
 AU3226  ___________________________________________________________________
 AU3226* NAD 83(1992)-  29 49 35.62340(N)    090 52 37.82114(W)     ADJUSTED  
 AU3226* NAVD 88     -                                                        
 AU3226  **This station is located in a subsidence area (see below).
 AU3226  ___________________________________________________________________
 AU3226  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3226  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AU3226
 AU3226  HORZ ORDER  -  THIRD
 AU3226
 AU3226.The horizontal coordinates were established by classical geodetic methods
 AU3226.and adjusted by the National Geodetic Survey in January 1993..
 AU3226
 AU3226 ** The orthometric height has not been validated since last determined
 AU3226 ** by differential leveling and should not be used for control purposes.
 AU3226 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3226 ** area with valid NAVD 88 orthometric heights.
 AU3226 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3226 ** epoch indicated which incorporates improved geoid heights for the
 AU3226 ** Southern Louisiana Subsidence area.
 AU3226 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3226
 AU3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3226
 AU3226.The geoid height was determined by GEOID03.
 AU3226
 AU3226;                    North         East     Units Scale Factor Converg.
 AU3226;SPC LA S     -   147,129.795 1,044,086.403   MT  0.99993034   +0 13 41.1
 AU3226;SPC LA S     -   482,708.34  3,425,473.47   sFT  0.99993034   +0 13 41.1
 AU3226;UTM  15      - 3,301,457.802   705,120.765   MT  1.00011915   +1 03 22.4
 AU3226
 AU3226                          SUPERSEDED SURVEY CONTROL
 AU3226
 AU3226  NAD 83(1986)-  29 49 35.64302(N)    090 52 37.82278(W) AD(       ) 4
 AU3226  NAD 27      -  29 49 34.89708(N)    090 52 37.48248(W) AD(       ) 3
 AU3226
 AU3226.Superseded values are not recommended for survey control.
 AU3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3226.See file dsdata.txt to determine how the superseded data were derived.
 AU3226
 AU3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0512101458(NAD 83)
 AU3226_MARKER: 63 = STACK
 AU3226
 AU3226  HISTORY     - Date     Condition        Report By
 AU3226  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3226
 AU3226                          STATION DESCRIPTION
 AU3226
 AU3226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3226'THE LAUREL GROVE, CALDWELL SUGARS CO-OP INCORPORATED STACK IS
 AU3226'LOCATED ABOUT 4-1/2 MILES EAST OF LABADIEVILLE, 4 MILES NORTHWEST OF
 AU3226'THIBODAUX AND IN THE SMALL COMMUNITY OF LAUREL GROVE AT THE
 AU3226'CALDWELL SUGARS REFINERY.
 AU3226'
 AU3226'IT IS OF BRICK CONSTRUCTION PAINTED WHITE WITH BLACK CIRCLES AND
 AU3226'BLACK LETTERING DOWN THE SIDE CALDWELL CO-OP AND HAS AN OVERALL
 AU3226'HEIGHT OF 190 FEET.
 AU3226'
 AU3226'POINT INTERSECTED WAS THE APPROXIMATE CENTER AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3223 ***********************************************************************
 AU3223  DESIGNATION -  LAUREL GROVE SUGAR MILL TANK
 AU3223  PID         -  AU3223
 AU3223  STATE/COUNTY-  LA/LAFOURCHE
 AU3223  USGS QUAD   -  LABADIEVILLE (1980)
 AU3223
 AU3223                         *CURRENT SURVEY CONTROL
 AU3223  ___________________________________________________________________
 AU3223* NAD 83(1992)-  29 49 35.56854(N)    090 52 36.76211(W)     ADJUSTED  
 AU3223* NAVD 88     -                                                        
 AU3223  **This station is located in a subsidence area (see below).
 AU3223  ___________________________________________________________________
 AU3223  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3223  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AU3223
 AU3223  HORZ ORDER  -  THIRD
 AU3223
 AU3223.The horizontal coordinates were established by classical geodetic methods
 AU3223.and adjusted by the National Geodetic Survey in January 1993..
 AU3223
 AU3223 ** The orthometric height has not been validated since last determined
 AU3223 ** by differential leveling and should not be used for control purposes.
 AU3223 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3223 ** area with valid NAVD 88 orthometric heights.
 AU3223 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3223 ** epoch indicated which incorporates improved geoid heights for the
 AU3223 ** Southern Louisiana Subsidence area.
 AU3223 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3223
 AU3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3223
 AU3223.The geoid height was determined by GEOID03.
 AU3223
 AU3223;                    North         East     Units Scale Factor Converg.
 AU3223;SPC LA S     -   147,128.219 1,044,114.841   MT  0.99993035   +0 13 41.6
 AU3223;SPC LA S     -   482,703.17  3,425,566.77   sFT  0.99993035   +0 13 41.6
 AU3223;UTM  15      - 3,301,456.637   705,149.228   MT  1.00011929   +1 03 22.9
 AU3223
 AU3223                          SUPERSEDED SURVEY CONTROL
 AU3223
 AU3223  NAD 83(1986)-  29 49 35.58947(N)    090 52 36.76423(W) AD(       ) 4
 AU3223  NAD 27      -  29 49 34.84496(N)    090 52 36.42357(W) AD(       ) 3
 AU3223
 AU3223.Superseded values are not recommended for survey control.
 AU3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3223.See file dsdata.txt to determine how the superseded data were derived.
 AU3223
 AU3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0514901457(NAD 83)
 AU3223_MARKER: 89 = SPIRE
 AU3223
 AU3223  HISTORY     - Date     Condition        Report By
 AU3223  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU3223
 AU3223                          STATION DESCRIPTION
 AU3223
 AU3223'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4431 ***********************************************************************
 BJ4431  DESIGNATION -  LAVERT
 BJ4431  PID         -  BJ4431
 BJ4431  STATE/COUNTY-  LA/ASCENSION
 BJ4431  USGS QUAD   -  SORRENTO (1980)
 BJ4431
 BJ4431                         *CURRENT SURVEY CONTROL
 BJ4431  ___________________________________________________________________
 BJ4431* NAD 83(1992)-  30 09 00.34056(N)    090 47 23.86431(W)     ADJUSTED  
 BJ4431* NAVD 88     -         2.0  **(meters)       7.   **(feet)  VERTCON   
 BJ4431  **This station is located in a subsidence area (see below).
 BJ4431  ___________________________________________________________________
 BJ4431  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ4431  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BJ4431
 BJ4431  HORZ ORDER  -  FIRST
 BJ4431
 BJ4431.The horizontal coordinates were established by classical geodetic methods
 BJ4431.and adjusted by the National Geodetic Survey in January 1993..
 BJ4431
 BJ4431 ** The orthometric height has not been validated since last determined
 BJ4431 ** by differential leveling and should not be used for control purposes.
 BJ4431 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4431 ** area with valid NAVD 88 orthometric heights.
 BJ4431 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4431 ** epoch indicated which incorporates improved geoid heights for the
 BJ4431 ** Southern Louisiana Subsidence area.
 BJ4431 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4431
 BJ4431.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4431
 BJ4431.The geoid height was determined by GEOID03.
 BJ4431
 BJ4431;                    North         East     Units Scale Factor Converg.
 BJ4431;SPC LA S     -   183,027.847 1,052,344.867   MT  0.99992912   +0 16 18.1
 BJ4431;SPC LA S     -   600,483.86  3,452,568.12   sFT  0.99992912   +0 16 18.1
 BJ4431;UTM  15      - 3,337,479.803   712,857.872   MT  1.00015902   +1 06 37.6
 BJ4431
 BJ4431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4431!SPC LA S     -   1.00000386  x   0.99992912  =   0.99993298
 BJ4431!UTM  15      -   1.00000386  x   1.00015902  =   1.00016288
 BJ4431
 BJ4431|---------------------------------------------------------------------|
 BJ4431| PID    Reference Object                     Distance      Geod. Az  |
 BJ4431|                                                           dddmmss.s |
 BJ4431| CW2009 LAVERT RM 1                          28.075 METERS 18911     |
 BJ4431| CW2010 LAVERT RM 2                          31.337 METERS 29229     |
 BJ4431| BJ4461 LAVERT 1973 RM 3                    473.983 METERS 2953429.9 |
 BJ4431|---------------------------------------------------------------------|
 BJ4431
 BJ4431                          SUPERSEDED SURVEY CONTROL
 BJ4431
 BJ4431  NAD 83(1986)-  30 09 00.35579(N)    090 47 23.86590(W) AD(       ) 1
 BJ4431  NAD 27      -  30 08 59.64030(N)    090 47 23.52717(W) AD(       ) 1
 BJ4431  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 BJ4431
 BJ4431.Superseded values are not recommended for survey control.
 BJ4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4431.See file dsdata.txt to determine how the superseded data were derived.
 BJ4431
 BJ4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1285837480(NAD 83)
 BJ4431_MARKER: DS = TRIANGULATION STATION DISK
 BJ4431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4431
 BJ4431  HISTORY     - Date     Condition        Report By
 BJ4431  HISTORY     - 1973     MONUMENTED       NGS
 BJ4431
 BJ4431                          STATION DESCRIPTION
 BJ4431
 BJ4431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4431'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF GONZALES, 9 MILES
 BJ4431'NORTHWEST OF LUTCHER, 4-3/4 MILES SOUTHEAST OF SORRENTO AND ON THE
 BJ4431'PROPERTY OF THE UNITED LANDS COMPANY INCORPORATED, 211 CRONDOLET
 BJ4431'STREET, NEW ORLEANS, LOUISIANA, 70130.  TELEPHONE NUMBER 581-2711
 BJ4431'OR 899-9826.
 BJ4431'
 BJ4431'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND US
 BJ4431'HIGHWAY 61 IN SORRENTO, GO SOUTHEAST ON US HIGHWAY 61 FOR 3.85 MILES
 BJ4431'TO INTERSTATE HIGHWAY 10.  CONTINUE SOUTHEAST ON US HIGHWAY 61 FOR
 BJ4431'1.05 MILES TO A SAND ROAD LEFT.  TURN LEFT, CROSSING BAYOU, AND
 BJ4431'PASS THROUGH LOCKED GATES AND CONTINUE NORTH ON SAND ROAD FOR 0.5
 BJ4431'MILE TO THE STATION ON THE LEFT.
 BJ4431'
 BJ4431'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ABOUT 300 FEET TO
 BJ4431'THE WEST BOUND LANE OF INTERSTATE HIGHWAY 10 AND PACK WESTERLY ON
 BJ4431'INTERSTATE HIGHWAY 10 FOR APPROXIMATE 0.35 MILE TO THE REFERENCE
 BJ4431'MARK 3 (AZI. MK.) ON THE RIGHT IN THE TOP OF A CONCRETE CULVERT HEAD
 BJ4431'WALL.
 BJ4431'
 BJ4431'THE STATION MARKS ARE STANDARD DISKS STAMPED LAVERT 1973.  THE
 BJ4431'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4431'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 BJ4431'IS 284 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 BJ4431'INTERSTATE HIGHWAY 10, 103 FEET EAST OF A METAL WITNESS POST WITH
 BJ4431'SIGN, 99 FEET WEST OF THE APPROXIMATE CENTER OF A SAND ROAD AND 94
 BJ4431'FEET NORTH OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK
 BJ4431'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BJ4431'BELOW THE SURFACE OF THE GROUND.
 BJ4431'
 BJ4431'REFERENCE MARK 1, A STANDARD DISK STAMPED LAVERT NO 1 1973, IS SET IN
 BJ4431'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ4431'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 97 FEET WEST OF A
 BJ4431'SAND ROAD, 26 FEET NORTH OF A 14-INCH OAK TREE AND 3.3 FEET NORTH OF
 BJ4431'A METAL WITNESS POST WITH SIGN.
 BJ4431'
 BJ4431'REFERENCE MARK 2, A STANDARD DISK STAMPED LAVERT NO 2 1973, IS SET IN
 BJ4431'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ4431'INCHES ABOVE THE GROUND SURFACE.  IT IS 112 FEET WEST OF THE SAND
 BJ4431'ROAD AND 2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 BJ4431'
 BJ4431'REFERENCE MARK 3, A STANDARD DISK STAMPED LAVERT NO 3 1973, IS
 BJ4431'CEMENTED IN DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEAD WALL.
 BJ4431'IT IS 38.6 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF
 BJ4431'INTERSTATE HIGHWAY 10, 34.8 EAST OF THE WEST END OF THE CULVERT,
 BJ4431'7.2 FEET WEST OF THE EAST END OF THE CULVERT AND 3 FEET WEST OF A
 BJ4431'METAL WITNESS POST WITH SIGN.
 BJ4431'
 BJ4431'HEIGHT OF LIGHT ABOVE STATION MARK 34.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4461 ***********************************************************************
 BJ4461  DESIGNATION -  LAVERT 1973 RM 3
 BJ4461  PID         -  BJ4461
 BJ4461  STATE/COUNTY-  LA/ASCENSION
 BJ4461  USGS QUAD   -  SORRENTO (1980)
 BJ4461
 BJ4461                         *CURRENT SURVEY CONTROL
 BJ4461  ___________________________________________________________________
 BJ4461* NAD 83(1992)-  30 09 06.98512(N)    090 47 39.84075(W)     ADJUSTED  
 BJ4461* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 BJ4461  **This station is located in a subsidence area (see below).
 BJ4461  ___________________________________________________________________
 BJ4461  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4461  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BJ4461
 BJ4461  HORZ ORDER  -  SECOND
 BJ4461
 BJ4461.The horizontal coordinates were established by classical geodetic methods
 BJ4461.and adjusted by the National Geodetic Survey in January 1993..
 BJ4461
 BJ4461 ** The orthometric height has not been validated since last determined
 BJ4461 ** by differential leveling and should not be used for control purposes.
 BJ4461 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4461 ** area with valid NAVD 88 orthometric heights.
 BJ4461 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4461 ** epoch indicated which incorporates improved geoid heights for the
 BJ4461 ** Southern Louisiana Subsidence area.
 BJ4461 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4461
 BJ4461.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4461
 BJ4461.The geoid height was determined by GEOID03.
 BJ4461
 BJ4461;                    North         East     Units Scale Factor Converg.
 BJ4461;SPC LA S     -   183,230.417 1,051,916.389   MT  0.99992921   +0 16 10.1
 BJ4461;SPC LA S     -   601,148.46  3,451,162.35   sFT  0.99992921   +0 16 10.1
 BJ4461;UTM  15      - 3,337,676.124   712,426.376   MT  1.00015675   +1 06 29.8
 BJ4461
 BJ4461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4461!SPC LA S     -   1.00000393  x   0.99992921  =   0.99993313
 BJ4461!UTM  15      -   1.00000393  x   1.00015675  =   1.00016068
 BJ4461
 BJ4461:                Primary Azimuth Mark                     Grid Az
 BJ4461:SPC LA S     -  LAVERT                                   115 18 11.8
 BJ4461:UTM  15      -  LAVERT                                   114 27 52.1
 BJ4461
 BJ4461|---------------------------------------------------------------------|
 BJ4461| PID    Reference Object                     Distance      Geod. Az  |
 BJ4461|                                                           dddmmss.s |
 BJ4461| BJ4431 LAVERT                              473.983 METERS 1153421.9 |
 BJ4461| BJ4462 3 H 019                             APPROX. 1.6 KM 2785819.4 |
 BJ4461|---------------------------------------------------------------------|
 BJ4461
 BJ4461                          SUPERSEDED SURVEY CONTROL
 BJ4461
 BJ4461  NAD 83(1986)-  30 09 07.00034(N)    090 47 39.84244(W) AD(       ) 2
 BJ4461  NAD 27      -  30 09 06.28511(N)    090 47 39.50295(W) AD(       ) 2
 BJ4461  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 BJ4461
 BJ4461.Superseded values are not recommended for survey control.
 BJ4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4461.See file dsdata.txt to determine how the superseded data were derived.
 BJ4461
 BJ4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1242637676(NAD 83)
 BJ4461
 BJ4461  HISTORY     - Date     Condition        Report By
 BJ4461  HISTORY     - 1973     MONUMENTED       NGS
 BJ4461  HISTORY     - 1979     GOOD             NGS
 BJ4461
 BJ4461                          STATION DESCRIPTION
 BJ4461
 BJ4461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (TLH)
 BJ4461'THE STATION WAS VISITED IN MARCH OF 1979.  THE STATION WAS FOUND
 BJ4461'IN GOOD CONDITION.  THE 1973 DESCRIPTION AND TO REACH IS ADEQUATE
 BJ4461'TO RECOVER THE STATION.
 BJ4461'
 BJ4461'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4461'
 BJ4461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4461'4.5 MILES SOUTHEAST OF SORRENTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1001 ***********************************************************************
 AT1001  DESIGNATION -  LAWSON
 AT1001  PID         -  AT1001
 AT1001  STATE/COUNTY-  LA/ST BERNARD
 AT1001  USGS QUAD   -  LAKE EUGENIE (1994)
 AT1001
 AT1001                         *CURRENT SURVEY CONTROL
 AT1001  ___________________________________________________________________
 AT1001* NAD 83(1992)-  29 55 09.62751(N)    089 22 57.52336(W)     ADJUSTED  
 AT1001* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1001  ___________________________________________________________________
 AT1001  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT1001  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AT1001
 AT1001  HORZ ORDER  -  SECOND
 AT1001
 AT1001.The horizontal coordinates were established by classical geodetic methods
 AT1001.and adjusted by the National Geodetic Survey in May 1994..
 AT1001
 AT1001.The orthometric height was scaled from a topographic map.
 AT1001
 AT1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1001
 AT1001.The geoid height was determined by GEOID03.
 AT1001
 AT1001;                    North         East     Units Scale Factor Converg.
 AT1001;SPC LA S     -   158,929.042 1,188,343.750   MT  0.99992675   +0 58 31.3
 AT1001;SPC LA S     -   521,419.70  3,898,757.79   sFT  0.99992675   +0 58 31.3
 AT1001;UTM  16      - 3,312,234.114   269,980.205   MT  1.00025283   -1 11 20.2
 AT1001
 AT1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1001!SPC LA S     -   1.00000409  x   0.99992675  =   0.99993084
 AT1001!UTM  16      -   1.00000409  x   1.00025283  =   1.00025693
 AT1001
 AT1001|---------------------------------------------------------------------|
 AT1001| PID    Reference Object                     Distance      Geod. Az  |
 AT1001|                                                           dddmmss.s |
 AT1001| DD7327 LAWSON RM 2                          15.230 METERS 12442     |
 AT1001| AT0991 PETRE                               APPROX. 9.9 KM 1944109.9 |
 AT1001| DD7326 LAWSON RM 1                          24.930 METERS 21943     |
 AT1001|---------------------------------------------------------------------|
 AT1001
 AT1001                          SUPERSEDED SURVEY CONTROL
 AT1001
 AT1001  NAD 83(1992)-  29 55 09.63521(N)    089 22 57.52054(W) AD(       ) 2
 AT1001  NAD 83(1986)-  29 55 09.63825(N)    089 22 57.52044(W) AD(       ) 2
 AT1001  NAD 27      -  29 55 08.90800(N)    089 22 57.34800(W) AD(       ) 2
 AT1001
 AT1001.Superseded values are not recommended for survey control.
 AT1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1001.See file dsdata.txt to determine how the superseded data were derived.
 AT1001
 AT1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6998012234(NAD 83)
 AT1001_MARKER: DS = TRIANGULATION STATION DISK
 AT1001_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1001_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1001
 AT1001  HISTORY     - Date     Condition        Report By
 AT1001  HISTORY     - 1934     MONUMENTED       CGS
 AT1001  HISTORY     - 1934     GOOD             CGS
 AT1001  HISTORY     - 1952     GOOD             CGS
 AT1001  HISTORY     - 1955     GOOD             CGS
 AT1001  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1001  HISTORY     - 1969     GOOD             CGS
 AT1001
 AT1001                          STATION DESCRIPTION
 AT1001
 AT1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1001'THE STATION IS LOCATED ON THE W SHORE OF LAWSON BAY, ON THE N SIDE OF
 AT1001'THE ENTRANCE TO
 AT1001'MUSSEL BAYOU.  LOCATED 47 METERS FROM THE BAYOU
 AT1001'SHORE, AND 75 METERS E OF AN OLD
 AT1001'HOUSE, IN SOLID MARSH.
 AT1001'
 AT1001'STATION MARK IS A STANDARD DISK SET AT THE CENTER OF THE TOP OF A
 AT1001'TILE, FASTENED BY
 AT1001'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN
 AT1001'PILE DRIVEN INTO THE MARSH.
 AT1001'
 AT1001'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 AT1001'OF CONCRETE, 22
 AT1001'METERS FROM THE BAYOU, AND TO THE SE OF THE STATION.
 AT1001'
 AT1001'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 AT1001'OF CONCRETE, 20
 AT1001'METERS FROM THE BAYOU AND NE OF THE STATION.
 AT1001'
 AT1001'BOTH REFERENCE MARKS ARE IN SOLID MARSH AND ARE CAST AROUND CYPRESS
 AT1001'PILINGS.
 AT1001'
 AT1001'REACHED FROM THE N VIA LAWSON BAY TO MUSSEL BAYOU AND THE STATION.
 AT1001'FROM THE S VIA
 AT1001'BAYOU PETRE, LAKE EUGENIE, MUSSEL BAYOU TO THE
 AT1001'STATION.  UNDER NORMAL CONDITIONS
 AT1001'A DRAFT OF 2 FEET CAN BE CARRIED IN
 AT1001'BAYOU PETRE W OF STATION PETRE.
 AT1001'
 AT1001'A 36-FOOT SIGNAL SEES ALL STATION.
 AT1001
 AT1001                          STATION RECOVERY (1934)
 AT1001
 AT1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1001'STATION IS ON A POINT OF LAND ON THE E SHORE OF LAWSON BAY AND ON THE
 AT1001'N SHORE OF THE NE
 AT1001'END OF A PASS BETWEEN LAWSON BAY AND LAKE EUGENIE.
 AT1001'IT IS ON THE S END OF THE MOST
 AT1001'EASTERLY POINT OF THE MORE NORTHERLY
 AT1001'OF TWO LARGE ISLANDS WHICH FORM THE DIVISION
 AT1001'BETWEEN LAWSON BAY AND
 AT1001'LAKE EUGENIE.  IT IS APPROXIMATELY 300 FEET NE OF AN OLD HOUSE
 AT1001'AND WHARF AND
 AT1001'ABOUT 200 FEET FROM THE SHORE OF A SMALL LAGOON BEHIND THE
 AT1001'HOUSE.  IT IS APPROXIMATELY
 AT1001'150 FEET BACK FROM THE S SHORE OF THE
 AT1001'POINT.
 AT1001'
 AT1001'ANGLE AT R.M. NO. 1, STATION TO R.M. NO. 2, 30 DEG 00MIN 27.2 SEC.
 AT1001'
 AT1001'ANGLE AT R.M. NO. 2, R.M. NO. 1 TO STATION, 54 DEG 57 MIN 48.5 SEC.
 AT1001
 AT1001                          STATION RECOVERY (1952)
 AT1001
 AT1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1001'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  R.M.  1 WAS
 AT1001'NOT FOUND AFTER A
 AT1001'THOROUGH SEARCH USING A PROBE OVER LARGE ARC WHOSE
 AT1001'RADIUS WAS DISTANCE FROM STATION TO
 AT1001'R.M.  1 AS AN INSTRUMENT COULD
 AT1001'NOT BE SET UP OVER STATION BECAUSE OF TYPE OF SIGNAL
 AT1001'CONSTRUCTED AND
 AT1001'IN USE BY AN EXPLORATION COMPANY.  THE DIRECTION TO R.M.  1 COULD
 AT1001'NOT BE LAID OUT TO
 AT1001'AID IN RECOVERY.
 AT1001'
 AT1001'THE OLD HOUSE REFERRED TO IN ORIGINAL DESCRIPTION HAS BEEN DESTROYED.
 AT1001'REMAINS OF
 AT1001'FOUNDATION ARE STILL VISIBLE.  DISTANCE TO BAYOU SHORELINE
 AT1001'IS NOW 39 METERS.
 AT1001'
 AT1001'STATION MARK IS STAMPED LAWSON 1934 AND PROJECTS 6 INCHES.
 AT1001'
 AT1001'R.M. 2 IS STAMPED LAWSON 1934 NO 2 AND PROJECTS 4 INCHES.
 AT1001
 AT1001                          STATION RECOVERY (1955)
 AT1001
 AT1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT1001'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION, LEVEL
 AT1001'WITH THE GROUND
 AT1001'SURFACE.  REFERENCE MARK 1 WAS NOT RECOVERED AFTER
 AT1001'CAREFUL MEASUREMENTS, AND THE AREA
 AT1001'WAS THOROUGHLY PROBED.  THERE ARE
 AT1001'NO SIGNS OF EROSION.
 AT1001
 AT1001                          STATION RECOVERY (1965)
 AT1001
 AT1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1001'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 AT1001'FOUND.  IT IS
 AT1001'BELIEVED THAT THE STATION AND REFERENCE MARK 2 ARE
 AT1001'INTACT COVERED BY MUD AND GRASS
 AT1001'BUT WOULD TAKE CONSIDERABLE SEARCH TO
 AT1001'RECOVER.  REFERENCE MARK 1 WAS REPORTED AS LOST IN
 AT1001'1952 BY P.B.
 AT1001
 AT1001                          STATION RECOVERY (1969)
 AT1001
 AT1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1001'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1001'AFTER HURRICAN CAMILLE.  THE WITNESS POST WAS NOT FOUND AT THIS
 AT1001'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0145 ***********************************************************************
 BK0145  DESIGNATION -  LAWTELL
 BK0145  PID         -  BK0145
 BK0145  STATE/COUNTY-  LA/ST LANDRY
 BK0145  USGS QUAD   -  LAWTELL (1983)
 BK0145
 BK0145                         *CURRENT SURVEY CONTROL
 BK0145  ___________________________________________________________________
 BK0145* NAD 83(1992)-  30 30 51.29594(N)    092 12 29.21566(W)     ADJUSTED  
 BK0145* NAVD 88     -        18.52   (+/-2cm)      60.8    (feet)  VERTCON   
 BK0145  ___________________________________________________________________
 BK0145  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BK0145  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0145
 BK0145  HORZ ORDER  -  SECOND
 BK0145  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0145
 BK0145.The horizontal coordinates were established by classical geodetic methods
 BK0145.and adjusted by the National Geodetic Survey in January 1993..
 BK0145
 BK0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0145.The vertical order pertains to the NGVD 29 superseded value.
 BK0145
 BK0145.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0145
 BK0145.The geoid height was determined by GEOID03.
 BK0145
 BK0145;                    North         East     Units Scale Factor Converg.
 BK0145;SPC LA S     -   223,591.408   916,037.788   MT  0.99996576   -0 26 14.6
 BK0145;SPC LA S     -   733,566.14  3,005,367.31   sFT  0.99996576   -0 26 14.6
 BK0145;UTM  15      - 3,376,037.139   575,979.760   MT  0.99967122   +0 24 07.6
 BK0145
 BK0145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0145!SPC LA S     -   1.00000139  x   0.99996576  =   0.99996715
 BK0145!UTM  15      -   1.00000139  x   0.99967122  =   0.99967261
 BK0145
 BK0145|---------------------------------------------------------------------|
 BK0145| PID    Reference Object                     Distance      Geod. Az  |
 BK0145|                                                           dddmmss.s |
 BK0145| CW2011 LAWTELL RM 1                         30.605 METERS 07727     |
 BK0145| CW2012 LAWTELL RM 2                         40.017 METERS 29139     |
 BK0145| BK0144 LAWTELL AZ MK                                      3204711.9 |
 BK0145|---------------------------------------------------------------------|
 BK0145
 BK0145                          SUPERSEDED SURVEY CONTROL
 BK0145
 BK0145  NAD 83(1986)-  30 30 51.31591(N)    092 12 29.20998(W) AD(       ) 2
 BK0145  NAD 27      -  30 30 50.60427(N)    092 12 28.76091(W) AD(       ) 2
 BK0145  NGVD 29 (??/??/??)   18.480  (m)           60.63   (f) ADJUSTED    2 1
 BK0145
 BK0145.Superseded values are not recommended for survey control.
 BK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0145.See file dsdata.txt to determine how the superseded data were derived.
 BK0145
 BK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7598076037(NAD 83)
 BK0145_MARKER: DS = TRIANGULATION STATION DISK
 BK0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0145_STAMPING: LAWTELL 1969
 BK0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0145+STABILITY: SURFACE MOTION
 BK0145
 BK0145  HISTORY     - Date     Condition        Report By
 BK0145  HISTORY     - 1969     MONUMENTED       CGS
 BK0145  HISTORY     - 1973     GOOD             LADTD
 BK0145
 BK0145                          STATION DESCRIPTION
 BK0145
 BK0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK0145'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST-SOUTHWEST OF OPELOUSAS,
 BK0145'7-1/2 MILES SOUTHEAST OF CHATAIGNIER, 7 MILES NORTH OF CHURCH POINT,
 BK0145'0.15 MILE WEST OF LAWTELL AND 0.15 MILE SOUTH OF U. S. HIGHWAY 190.
 BK0145'IT IS IN THE SOUTHWEST 1/4 OF SECTION 19, T, 6 S., R. 3 E., AND IS
 BK0145'ON PROPERTY OWNED BY MRS. BLANCH THIBODEAUX.
 BK0145'
 BK0145'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 190 AND STATE
 BK0145'HIGHWAY 35 IN THE WESTERN PART OF TOWN OF LAWTELL, GO WESTERLY ON
 BK0145'U. S. HIGHWAY 190 FOR 1.25 MILES TO A DRIVEWAY ON THE LEFT AT A
 BK0145'CROSSOVER.  (CONTINUE WESTERLY ON U. S. HIGHWAY 190 FOR 0.25 MILE
 BK0145'TO THE AZIMUTH MARK ON THE RIGHT, AS DESCRIBED.) TURN LEFT AND GO
 BK0145'SOUTH ON A GRAVELED DRIVEWAY FOR 0.15 MILE TO A SMALL WHITE HOUSE.
 BK0145'TURN RIGHT PASSING TO THE NORTH OF THE HOUSE AND GO WEST PASSING
 BK0145'THRU GATE AND STATION AS DESCRIBED.
 BK0145'
 BK0145'STATION IS MARKED BY A STANDARD DISK, STAMPED LAWTELL 1969, SET IN
 BK0145'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BK0145'INCHES.  IT IS 109 FEET WEST OF THE NORTHWEST CORNER OF HOUSE, 49
 BK0145'FEET SOUTH OF FENCELINE, 34 FEET WEST OF THE SOUTHWEST CORNER OF BARN
 BK0145'AND 3.2 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BK0145'
 BK0145'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAWTELL NO 1 1969, SET
 BK0145'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK0145'3 INCHES.  IT IS 39 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 BK0145'BARN, 28.5 FEET SOUTH OF A CHINABERRY TREE, 22.5 FEET NORTHWEST OF
 BK0145'THE NORTHWEST CORNER OF THE HOUSE AND 1 FOOT WEST OF FENCELINE.
 BK0145'
 BK0145'REFERENCE MARK IS A STANDARD DISK, STAMPED LAWTELL NO 2 1969, SET
 BK0145'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK0145'4 INCHES.  IT IS 84 FEET NORTHWEST OF A SMALL SOAPNUT TREE, 7 FEET
 BK0145'EAST OF A SMALL SOAPNUT TREE AND 1 FOOT SOUTH OF FENCELINE.
 BK0145'
 BK0145'AZIMUTH MARK IS A STANDARD DISK, STAMPED LAWTELL 1969, SET IN THE
 BK0145'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BK0145'INCHES.  IT IS 45.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK0145'103, 44.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 31 FEET
 BK0145'SOUTHEAST OF TELEPHONE POLE NUMBER 245 AND 2 FEET WEST OF A
 BK0145'METAL WITNESS POST WITH SIGN ATTACHED.
 BK0145'
 BK0145'NO MEASUREMENT BETWEEN RM 1 AND RM 2 DUE TO BUILDINGS ON LINE.
 BK0145'
 BK0145'HEIGHT OF LIGHT ABOVE STATION MARK 30.44 METERS.
 BK0145
 BK0145                          STATION RECOVERY (1973)
 BK0145
 BK0145'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0145'1.25 MI W FROM LAWTELL.
 BK0145'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0145'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WESTBOUND
 BK0145'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.0 MILE WEST ALONG US
 BK0145'HIGHWAY 190.  TURN LEFT AND GO SOUTH ON A GRAVEL DRIVEWAY FOR ABOUT
 BK0145'0.15 MILES.  190.0 FEET WEST OF THE NORTHWEST CORNER OF A WOOD FRAME
 BK0145'HOUSE.  49.0 FEET SOUTH OF A FENCE LINE.  34.0 FEET WEST OF THE
 BK0145'SOUTHWEST CORNER OF A BARN.  100.20 FEET WEST OF REFERENCE MARK NO. 1.
 BK0145'3.2 FEET NORTHEAST OF A STEEL WITNESS POST.  DISK IN THE TOP OF A
 BK0145'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0144 ***********************************************************************
 BK0144  DESIGNATION -  LAWTELL AZ MK
 BK0144  PID         -  BK0144
 BK0144  STATE/COUNTY-  LA/ST LANDRY
 BK0144  USGS QUAD   -  LAWTELL (1983)
 BK0144
 BK0144                         *CURRENT SURVEY CONTROL
 BK0144  ___________________________________________________________________
 BK0144* NAD 83(1986)-  30 31 02.     (N)    092 12 36.     (W)     SCALED    
 BK0144* NAVD 88     -        19.37   (+/-2cm)      63.5    (feet)  VERTCON   
 BK0144  ___________________________________________________________________
 BK0144  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0144
 BK0144  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0144
 BK0144.The horizontal coordinates were scaled from a topographic map and have
 BK0144.an estimated accuracy of +/- 6 seconds.
 BK0144
 BK0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0144.The vertical order pertains to the NGVD 29 superseded value.
 BK0144
 BK0144.The geoid height was determined by GEOID03.
 BK0144
 BK0144;                    North         East    Units  Estimated Accuracy
 BK0144;SPC LA S     -   223,920.      915,860.      MT  (+/- 180 meters Scaled)
 BK0144
 BK0144                          SUPERSEDED SURVEY CONTROL
 BK0144
 BK0144  NGVD 29 (??/??/??)   19.333  (m)           63.43   (f) ADJUSTED    2 1
 BK0144
 BK0144.Superseded values are not recommended for survey control.
 BK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0144.See file dsdata.txt to determine how the superseded data were derived.
 BK0144
 BK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP757763(NAD 83)
 BK0144_MARKER: DZ = AZIMUTH MARK DISK
 BK0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0144_STAMPING: LAWTELL AZIMUTH 1969
 BK0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0144+STABILITY: SURFACE MOTION
 BK0144
 BK0144  HISTORY     - Date     Condition        Report By
 BK0144  HISTORY     - 1969     MONUMENTED       CGS
 BK0144  HISTORY     - 1973     GOOD             LADTD
 BK0144
 BK0144                          STATION DESCRIPTION
 BK0144
 BK0144'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0144'1.5 MI W FROM LAWTELL.
 BK0144'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0144'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WESTBOUND
 BK0144'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.5 MILES ALONG US HIGHWAY
 BK0144'190 TO THE INTERSECTION OF LOUISIANA HIGHWAY 103 LEADING NORTH.  46.0
 BK0144'FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  45.0 FEET NORTH
 BK0144'OF THE NORTH RAIL OF THE RAILROAD TRACK.  31.0 FEET SOUTHEAST OF A
 BK0144'TELEPHONE POLE NO. 245.  2.0 FEET WEST OF A STEEL WITNESS POST. DISK
 BK0144'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 19, T 6
 BK0144'S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0146 ***********************************************************************
 BK0146  DESIGNATION -  LAWTELL LADTD RM 1
 BK0146  PID         -  BK0146
 BK0146  STATE/COUNTY-  LA/ST LANDRY
 BK0146  USGS QUAD   -  LAWTELL (1983)
 BK0146
 BK0146                         *CURRENT SURVEY CONTROL
 BK0146  ___________________________________________________________________
 BK0146* NAD 83(1986)-  30 30 53.     (N)    092 12 25.     (W)     SCALED    
 BK0146* NAVD 88     -        18.38   (+/-2cm)      60.3    (feet)  VERTCON   
 BK0146  ___________________________________________________________________
 BK0146  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0146
 BK0146  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0146
 BK0146.The horizontal coordinates were scaled from a topographic map and have
 BK0146.an estimated accuracy of +/- 6 seconds.
 BK0146
 BK0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0146.The vertical order pertains to the NGVD 29 superseded value.
 BK0146
 BK0146.The geoid height was determined by GEOID03.
 BK0146
 BK0146;                    North         East    Units  Estimated Accuracy
 BK0146;SPC LA S     -   223,640.      916,150.      MT  (+/- 180 meters Scaled)
 BK0146
 BK0146                          SUPERSEDED SURVEY CONTROL
 BK0146
 BK0146  NGVD 29 (??/??/??)   18.338  (m)           60.16   (f) ADJUSTED    2 1
 BK0146
 BK0146.Superseded values are not recommended for survey control.
 BK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0146.See file dsdata.txt to determine how the superseded data were derived.
 BK0146
 BK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP760760(NAD 83)
 BK0146_MARKER: DR = REFERENCE MARK DISK
 BK0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0146_STAMPING: LAWTELL NO. 1 1969
 BK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0146+STABILITY: SURFACE MOTION
 BK0146
 BK0146  HISTORY     - Date     Condition        Report By
 BK0146  HISTORY     - 1969     MONUMENTED       LADTD
 BK0146  HISTORY     - 1973     GOOD             LADTD
 BK0146
 BK0146                          STATION DESCRIPTION
 BK0146
 BK0146'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0146'1.25 MI W FROM LAWTELL.
 BK0146'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0146'ALONG LOUISIANA 35 TO THE INTERSECTION OF THE WESTBOUND ROADWAY OF US
 BK0146'HIGHWAY 190.  THENCE ABOUT 1.0 MILES WEST ALONG US HIGHWAY 190. THENCE
 BK0146'ABOUT 0.15 MILES SOUTH ALONG A GRAVEL DRIVEWAY.  39.0 FEET
 BK0146'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A BARN.  29.0 FEET SOUTH OF
 BK0146'A CHINA BERRY TREE.  23.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BK0146'WOOD FRAME HOUSE.  1.0 FOOT WEST OF A FENCE LINE.  1.0 FOOT WEST OF A
 BK0146'STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BK0146'GROUND.  SECTION 19, T 6 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0147 ***********************************************************************
 BK0147  DESIGNATION -  LAWTELL LADTD RM 2
 BK0147  PID         -  BK0147
 BK0147  STATE/COUNTY-  LA/ST LANDRY
 BK0147  USGS QUAD   -  LAWTELL (1983)
 BK0147
 BK0147                         *CURRENT SURVEY CONTROL
 BK0147  ___________________________________________________________________
 BK0147* NAD 83(1986)-  30 30 53.     (N)    092 12 25.     (W)     SCALED    
 BK0147* NAVD 88     -        18.88   (+/-2cm)      61.9    (feet)  VERTCON   
 BK0147  ___________________________________________________________________
 BK0147  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0147
 BK0147  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0147
 BK0147.The horizontal coordinates were scaled from a topographic map and have
 BK0147.an estimated accuracy of +/- 6 seconds.
 BK0147
 BK0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0147.The vertical order pertains to the NGVD 29 superseded value.
 BK0147
 BK0147.The geoid height was determined by GEOID03.
 BK0147
 BK0147;                    North         East    Units  Estimated Accuracy
 BK0147;SPC LA S     -   223,640.      916,150.      MT  (+/- 180 meters Scaled)
 BK0147
 BK0147                          SUPERSEDED SURVEY CONTROL
 BK0147
 BK0147  NGVD 29 (??/??/??)   18.835  (m)           61.79   (f) ADJUSTED    2 1
 BK0147
 BK0147.Superseded values are not recommended for survey control.
 BK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0147.See file dsdata.txt to determine how the superseded data were derived.
 BK0147
 BK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP760760(NAD 83)
 BK0147_MARKER: DR = REFERENCE MARK DISK
 BK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0147_STAMPING: LAWTELL NO. 2 1969
 BK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0147+STABILITY: SURFACE MOTION
 BK0147
 BK0147  HISTORY     - Date     Condition        Report By
 BK0147  HISTORY     - 1969     MONUMENTED       LADTD
 BK0147  HISTORY     - 1973     GOOD             LADTD
 BK0147
 BK0147                          STATION DESCRIPTION
 BK0147
 BK0147'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0147'1.25 MI W FROM LAWTELL.
 BK0147'FROM THE LAWTELL HIGH SCHOOL IN LAWTELL, THENCE ABOUT 0.25 MILES NORTH
 BK0147'ALONG LOUISIANA HIGHWAY 35 TO THE INTERSECTION OF THE WESTBOUND
 BK0147'ROADWAY OF US HIGHWAY 190.  THENCE ABOUT 1.0 MILES WEST ALONG US
 BK0147'HIGHWAY 190.  THENCE ABOUT 0.15 MILES SOUTH ALONG A GRAVEL DRIVEWAY.
 BK0147'84.0 FEET NORTHWEST OF A SMALL TALLOW TREE.  7.0 FEET EAST OF A SMALL
 BK0147'TALLOW TREE.  1.0 FOOT SOUTH OF A FENCE LINE.  1.6 FEET EAST OF A
 BK0147'STEEL WITNESS POST.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BK0147'GROUND.  SECTION 19, T 6 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6465 ***********************************************************************
 AH6465  DESIGNATION -  LBB 2
 AH6465  PID         -  AH6465
 AH6465  STATE/COUNTY-  LA/TERREBONNE
 AH6465  USGS QUAD   -  GRAY (1980)
 AH6465
 AH6465                         *CURRENT SURVEY CONTROL
 AH6465  ___________________________________________________________________
 AH6465* NAD 83(1992)-  29 39 45.62887(N)    090 49 13.17417(W)     ADJUSTED  
 AH6465* NAVD 88     -         3.4  **(meters)      11.   **(feet)  GPS OBS   
 AH6465  **This station is located in a subsidence area (see below).
 AH6465  ___________________________________________________________________
 AH6465  X           -     -79,413.545 (meters)                     COMP
 AH6465  Y           -  -5,546,269.607 (meters)                     COMP
 AH6465  Z           -   3,137,925.155 (meters)                     COMP
 AH6465  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6465  ELLIP HEIGHT-         -22.19  (meters)          (02/21/02) GPS OBS
 AH6465  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH6465
 AH6465  HORZ ORDER  -  FIRST
 AH6465  ELLP ORDER  -  FIFTH     CLASS I
 AH6465
 AH6465.The horizontal coordinates were established by GPS observations
 AH6465.and adjusted by the National Geodetic Survey in December 1998..
 AH6465
 AH6465 ** The orthometric height has not been validated since last determined
 AH6465 ** by differential leveling and should not be used for control purposes.
 AH6465 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6465 ** area with valid NAVD 88 orthometric heights.
 AH6465 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6465 ** epoch indicated which incorporates improved geoid heights for the
 AH6465 ** Southern Louisiana Subsidence area.
 AH6465 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6465.The orthometric height was determined by GPS observations and a
 AH6465.high-resolution geoid model.
 AH6465
 AH6465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6465
 AH6465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6465
 AH6465.The ellipsoidal height was determined by GPS observations
 AH6465.and is referenced to NAD 83.
 AH6465
 AH6465.The geoid height was determined by GEOID03.
 AH6465
 AH6465;                    North         East     Units Scale Factor Converg.
 AH6465;SPC LA S     -   128,987.761 1,049,661.705   MT  0.99994305   +0 15 23.4
 AH6465;SPC LA S     -   423,187.35  3,443,765.11   sFT  0.99994305   +0 15 23.4
 AH6465;UTM  15      - 3,283,394.386   710,957.984   MT  1.00014913   +1 04 44.8
 AH6465
 AH6465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6465!SPC LA S     -   1.00000349  x   0.99994305  =   0.99994653
 AH6465!UTM  15      -   1.00000349  x   1.00014913  =   1.00015262
 AH6465
 AH6465:                Primary Azimuth Mark                     Grid Az
 AH6465:SPC LA S     -  LBB 2 AZ MK                              021 52 29.7
 AH6465:UTM  15      -  LBB 2 AZ MK                              021 03 08.3
 AH6465
 AH6465|---------------------------------------------------------------------|
 AH6465| PID    Reference Object                     Distance      Geod. Az  |
 AH6465|                                                           dddmmss.s |
 AH6465| AH6175 LBB 2 AZ MK                         APPROX. 0.6 KM 0220753.1 |
 AH6465|---------------------------------------------------------------------|
 AH6465
 AH6465                          SUPERSEDED SURVEY CONTROL
 AH6465
 AH6465  ELLIP H (12/17/98)  -22.17   (m)                       GP(       ) 4 2
 AH6465
 AH6465.Superseded values are not recommended for survey control.
 AH6465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6465.See file dsdata.txt to determine how the superseded data were derived.
 AH6465
 AH6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1095883394(NAD 83)
 AH6465_MARKER: DD = SURVEY DISK
 AH6465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6465_STAMPING: LBB-2 1993
 AH6465_MARK LOGO: TPCG  
 AH6465_PROJECTION: FLUSH
 AH6465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6465+STABILITY: SURFACE MOTION
 AH6465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6465+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6465
 AH6465  HISTORY     - Date     Condition        Report By
 AH6465  HISTORY     - 1993     MONUMENTED       GSENG
 AH6465
 AH6465                          STATION DESCRIPTION
 AH6465
 AH6465'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6465'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA NEAR THE RIGHT-OF-WAY
 AH6465'LINE OF LA.  HIGHWAY 311, (TOWNSHIP 16 SOUTH RANGE 16 EAST SECTION
 AH6465'12). MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.1 FT
 AH6465'BELOW THE LEVEL OF THE GROUND. MONUMENT IS ABOUT 1.53 MI (2.46 KM)
 AH6465'NORTH OF THE INTERSECTION OF BULL RUN ROAD AND LA. HIGHWAY 311, 29.92
 AH6465'FT (9.12 M) WEST OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY
 AH6465'311, 20.60 FT (6.28 M) NORTHEAST OF THE NORTH END OF A 24 INCH C.M.P.
 AH6465'UNDER A DIRT DRIVEWAY, 89.47 FT (27.27 M) NORTHEAST OF A NAIL/SHINER
 AH6465'IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6175 ***********************************************************************
 AH6175  DESIGNATION -  LBB 2 AZ MK
 AH6175  PID         -  AH6175
 AH6175  STATE/COUNTY-  LA/TERREBONNE
 AH6175  USGS QUAD   -  GRAY (1980)
 AH6175
 AH6175                         *CURRENT SURVEY CONTROL
 AH6175  ___________________________________________________________________
 AH6175* NAD 83(1992)-  29 40 03.94220(N)    090 49 04.64591(W)     ADJUSTED  
 AH6175* NAVD 88     -         2.9  **(meters)      10.   **(feet)  GPS OBS   
 AH6175  **This station is located in a subsidence area (see below).
 AH6175  ___________________________________________________________________
 AH6175  X           -     -79,180.237 (meters)                     COMP
 AH6175  Y           -  -5,545,993.363 (meters)                     COMP
 AH6175  Z           -   3,138,414.861 (meters)                     COMP
 AH6175  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6175  ELLIP HEIGHT-         -22.73  (meters)          (02/21/02) GPS OBS
 AH6175  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH6175
 AH6175  HORZ ORDER  -  FIRST
 AH6175  ELLP ORDER  -  FIFTH     CLASS I
 AH6175
 AH6175.The horizontal coordinates were established by GPS observations
 AH6175.and adjusted by the National Geodetic Survey in December 1998..
 AH6175
 AH6175 ** The orthometric height has not been validated since last determined
 AH6175 ** by differential leveling and should not be used for control purposes.
 AH6175 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6175 ** area with valid NAVD 88 orthometric heights.
 AH6175 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6175 ** epoch indicated which incorporates improved geoid heights for the
 AH6175 ** Southern Louisiana Subsidence area.
 AH6175 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6175.The orthometric height was determined by GPS observations and a
 AH6175.high-resolution geoid model.
 AH6175
 AH6175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6175
 AH6175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6175
 AH6175.The ellipsoidal height was determined by GPS observations
 AH6175.and is referenced to NAD 83.
 AH6175
 AH6175.The geoid height was determined by GEOID03.
 AH6175
 AH6175;                    North         East     Units Scale Factor Converg.
 AH6175;SPC LA S     -   129,552.634 1,049,888.495   MT  0.99994254   +0 15 27.7
 AH6175;SPC LA S     -   425,040.60  3,444,509.17   sFT  0.99994254   +0 15 27.7
 AH6175;UTM  15      - 3,283,962.575   711,176.685   MT  1.00015027   +1 04 49.6
 AH6175
 AH6175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6175!SPC LA S     -   1.00000357  x   0.99994254  =   0.99994611
 AH6175!UTM  15      -   1.00000357  x   1.00015027  =   1.00015384
 AH6175
 AH6175:                Primary Azimuth Mark                     Grid Az
 AH6175:SPC LA S     -  LBB 2                                    201 52 29.6
 AH6175:UTM  15      -  LBB 2                                    201 03 07.7
 AH6175
 AH6175|---------------------------------------------------------------------|
 AH6175| PID    Reference Object                     Distance      Geod. Az  |
 AH6175|                                                           dddmmss.s |
 AH6175| AH6465 LBB 2                               APPROX. 0.6 KM 2020757.3 |
 AH6175|---------------------------------------------------------------------|
 AH6175
 AH6175                          SUPERSEDED SURVEY CONTROL
 AH6175
 AH6175  ELLIP H (12/17/98)  -22.70   (m)                       GP(       ) 4 2
 AH6175
 AH6175.Superseded values are not recommended for survey control.
 AH6175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6175.See file dsdata.txt to determine how the superseded data were derived.
 AH6175
 AH6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1117783963(NAD 83)
 AH6175_MARKER: DD = SURVEY DISK
 AH6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6175_STAMPING: LBB-2 AZ MK 1993
 AH6175_MARK LOGO: TPCG  
 AH6175_PROJECTION: FLUSH
 AH6175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6175+STABILITY: SURFACE MOTION
 AH6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6175+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6175
 AH6175  HISTORY     - Date     Condition        Report By
 AH6175  HISTORY     - 1993     MONUMENTED       GSENG
 AH6175
 AH6175                          STATION DESCRIPTION
 AH6175
 AH6175'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6175'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6175'LA. HIGHWAY 311, (TOWNSHIP 16 SOUTH RANGE 16 EAST SECTION 11).
 AH6175'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.1 INCH
 AH6175'BELOW THE LEVEL OF THE GROUND. MONUMENT IS ABOUT 1.91 MI (3.07 KM)
 AH6175'NORTH OF THE INTERSECTION OF BULL RUN ROAD AND LA. HIGHWAY 311, 24.43
 AH6175'FT (7.45 M) EAST OF THE CENTERLINE OF LA. HIGHWAY 311, 21.0 FT (6.4 M)
 AH6175'WEST OF A FENCE, 99.34 FT (30.28 M) SOUTHWEST OF A FENCE CORNER,
 AH6175'128.03 FT (39.02 M) NORTHEAST OF NAIL/SHINER IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6447 ***********************************************************************
 AH6447  DESIGNATION -  LBLAB 01
 AH6447  PID         -  AH6447
 AH6447  STATE/COUNTY-  LA/TERREBONNE
 AH6447  USGS QUAD   -  HOUMA (1980)
 AH6447
 AH6447                         *CURRENT SURVEY CONTROL
 AH6447  ___________________________________________________________________
 AH6447* NAD 83(1992)-  29 35 05.73005(N)    090 43 40.14586(W)     ADJUSTED  
 AH6447* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6447  **This station is located in a subsidence area (see below).
 AH6447  ___________________________________________________________________
 AH6447  X           -     -70,512.727 (meters)                     COMP
 AH6447  Y           -  -5,550,649.664 (meters)                     COMP
 AH6447  Z           -   3,130,433.086 (meters)                     COMP
 AH6447  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6447  ELLIP HEIGHT-         -22.88  (meters)          (02/21/02) GPS OBS
 AH6447  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6447
 AH6447  HORZ ORDER  -  FIRST
 AH6447  ELLP ORDER  -  FIFTH     CLASS I
 AH6447
 AH6447.The horizontal coordinates were established by GPS observations
 AH6447.and adjusted by the National Geodetic Survey in December 1998..
 AH6447
 AH6447 ** The orthometric height has not been validated since last determined
 AH6447 ** by differential leveling and should not be used for control purposes.
 AH6447 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6447 ** area with valid NAVD 88 orthometric heights.
 AH6447 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6447 ** epoch indicated which incorporates improved geoid heights for the
 AH6447 ** Southern Louisiana Subsidence area.
 AH6447 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6447.The orthometric height was determined by GPS observations and a
 AH6447.high-resolution geoid model.
 AH6447
 AH6447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6447
 AH6447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6447
 AH6447.The ellipsoidal height was determined by GPS observations
 AH6447.and is referenced to NAD 83.
 AH6447
 AH6447.The geoid height was determined by GEOID03.
 AH6447
 AH6447;                    North         East     Units Scale Factor Converg.
 AH6447;SPC LA S     -   120,413.792 1,058,662.398   MT  0.99995192   +0 18 10.0
 AH6447;SPC LA S     -   395,057.58  3,473,294.88   sFT  0.99995192   +0 18 10.0
 AH6447;UTM  15      - 3,274,948.368   720,082.676   MT  1.00019768   +1 07 20.1
 AH6447
 AH6447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6447!SPC LA S     -   1.00000359  x   0.99995192  =   0.99995551
 AH6447!UTM  15      -   1.00000359  x   1.00019768  =   1.00020127
 AH6447
 AH6447                          SUPERSEDED SURVEY CONTROL
 AH6447
 AH6447  ELLIP H (12/17/98)  -22.84   (m)                       GP(       ) 4 2
 AH6447
 AH6447.Superseded values are not recommended for survey control.
 AH6447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6447.See file dsdata.txt to determine how the superseded data were derived.
 AH6447
 AH6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2008374948(NAD 83)
 AH6447_MARKER: DD = SURVEY DISK
 AH6447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6447_STAMPING: LBLAB 01
 AH6447_MARK LOGO: LA-109
 AH6447_PROJECTION: FLUSH
 AH6447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6447+STABILITY: SURFACE MOTION
 AH6447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6447+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6447
 AH6447  HISTORY     - Date     Condition        Report By
 AH6447  HISTORY     - 1995     MONUMENTED       MPHI
 AH6447
 AH6447                          STATION DESCRIPTION
 AH6447
 AH6447'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6447'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6447'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6447'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6447'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 0.47 MI (0.76 KM) TO
 AH6447'THE STATION ON THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6447'STATION IS 45.60 FT (13.90 M) SOUTH OF THE CENTERLINE OF HWY 311,
 AH6447'91.70 FT (27.95 M) NORTHWEST OF THE POWER POLE WITH 3-TRANSFORMERS AND
 AH6447'SERVICE TO PUMP STATION, 43.50 FT (13.26 M) NORTHWEST OF THE NORTHWEST
 AH6447'CORNER OF THE PUMP STATION, 24.60 FT (7.50 M) NORTH OF THE EDGE OF
 AH6447'BAYOU, AND 130.70 FT (39.84 M) WEST OF THE PROJECTION TO BARATARIA
 AH6447'BLVD. CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6437 ***********************************************************************
 AH6437  DESIGNATION -  LBLAB 02
 AH6437  PID         -  AH6437
 AH6437  STATE/COUNTY-  LA/TERREBONNE
 AH6437  USGS QUAD   -  HOUMA (1980)
 AH6437
 AH6437                         *CURRENT SURVEY CONTROL
 AH6437  ___________________________________________________________________
 AH6437* NAD 83(1992)-  29 35 35.95848(N)    090 44 53.46680(W)     ADJUSTED  
 AH6437* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6437  **This station is located in a subsidence area (see below).
 AH6437  ___________________________________________________________________
 AH6437  X           -     -72,479.810 (meters)                     COMP
 AH6437  Y           -  -5,550,164.656 (meters)                     COMP
 AH6437  Z           -   3,131,242.420 (meters)                     COMP
 AH6437  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6437  ELLIP HEIGHT-         -22.94  (meters)          (02/21/02) GPS OBS
 AH6437  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6437
 AH6437  HORZ ORDER  -  FIRST
 AH6437  ELLP ORDER  -  FIFTH     CLASS I
 AH6437
 AH6437.The horizontal coordinates were established by GPS observations
 AH6437.and adjusted by the National Geodetic Survey in December 1998..
 AH6437
 AH6437 ** The orthometric height has not been validated since last determined
 AH6437 ** by differential leveling and should not be used for control purposes.
 AH6437 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6437 ** area with valid NAVD 88 orthometric heights.
 AH6437 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6437 ** epoch indicated which incorporates improved geoid heights for the
 AH6437 ** Southern Louisiana Subsidence area.
 AH6437 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6437.The orthometric height was determined by GPS observations and a
 AH6437.high-resolution geoid model.
 AH6437
 AH6437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6437
 AH6437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6437
 AH6437.The ellipsoidal height was determined by GPS observations
 AH6437.and is referenced to NAD 83.
 AH6437
 AH6437.The geoid height was determined by GEOID03.
 AH6437
 AH6437;                    North         East     Units Scale Factor Converg.
 AH6437;SPC LA S     -   121,334.230 1,056,684.512   MT  0.99995087   +0 17 33.3
 AH6437;SPC LA S     -   398,077.39  3,466,805.77   sFT  0.99995087   +0 17 33.3
 AH6437;UTM  15      - 3,275,840.631   718,091.345   MT  1.00018691   +1 06 44.9
 AH6437
 AH6437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6437!SPC LA S     -   1.00000360  x   0.99995087  =   0.99995447
 AH6437!UTM  15      -   1.00000360  x   1.00018691  =   1.00019051
 AH6437
 AH6437                          SUPERSEDED SURVEY CONTROL
 AH6437
 AH6437  ELLIP H (12/17/98)  -22.90   (m)                       GP(       ) 4 2
 AH6437
 AH6437.Superseded values are not recommended for survey control.
 AH6437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6437.See file dsdata.txt to determine how the superseded data were derived.
 AH6437
 AH6437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1809175841(NAD 83)
 AH6437_MARKER: DD = SURVEY DISK
 AH6437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6437_STAMPING: LBLAB 02
 AH6437_MARK LOGO: LA-109
 AH6437_PROJECTION: FLUSH
 AH6437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6437+STABILITY: SURFACE MOTION
 AH6437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6437+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6437
 AH6437  HISTORY     - Date     Condition        Report By
 AH6437  HISTORY     - 1995     MONUMENTED       MPHI
 AH6437
 AH6437                          STATION DESCRIPTION
 AH6437
 AH6437'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6437'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6437'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6437'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6437'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 1.83 MI (2.95 KM) TO
 AH6437'THE STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6437'THE STATION IS 24.40 FT (7.44 M) NORTH OF THE CENTERLINE OF HWY 311,
 AH6437'80.0 FT (24.4 M) WEST OF THE SOUTHWEST CORNER OF BLDG. NO. 3050 (HOUMA
 AH6437'DIESEL FUEL INJECTION), 23.40 FT (7.13 M) WEST OF THE CORNER OF THE
 AH6437'FENCE, 104.0 FT (31.7 M) SOUTHEAST OF THE FIRE HYDRANT, AND 36.40 FT
 AH6437'(11.09 M) NORTHEAST OF THE PROJECTION OF WESTGATE BLVD. CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6245 ***********************************************************************
 AH6245  DESIGNATION -  LBLAB 03
 AH6245  PID         -  AH6245
 AH6245  STATE/COUNTY-  LA/TERREBONNE
 AH6245  USGS QUAD   -  HUMPHREYS (1980)
 AH6245
 AH6245                         *CURRENT SURVEY CONTROL
 AH6245  ___________________________________________________________________
 AH6245* NAD 83(1992)-  29 35 50.04724(N)    090 45 20.62082(W)     ADJUSTED  
 AH6245* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6245  **This station is located in a subsidence area (see below).
 AH6245  ___________________________________________________________________
 AH6245  X           -     -73,207.639 (meters)                     COMP
 AH6245  Y           -  -5,549,940.575 (meters)                     COMP
 AH6245  Z           -   3,131,619.469 (meters)                     COMP
 AH6245  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6245  ELLIP HEIGHT-         -23.25  (meters)          (02/21/02) GPS OBS
 AH6245  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH6245
 AH6245  HORZ ORDER  -  FIRST
 AH6245  ELLP ORDER  -  FIFTH     CLASS I
 AH6245
 AH6245.The horizontal coordinates were established by GPS observations
 AH6245.and adjusted by the National Geodetic Survey in December 1998..
 AH6245
 AH6245 ** The orthometric height has not been validated since last determined
 AH6245 ** by differential leveling and should not be used for control purposes.
 AH6245 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6245 ** area with valid NAVD 88 orthometric heights.
 AH6245 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6245 ** epoch indicated which incorporates improved geoid heights for the
 AH6245 ** Southern Louisiana Subsidence area.
 AH6245 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6245.The orthometric height was determined by GPS observations and a
 AH6245.high-resolution geoid model.
 AH6245
 AH6245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6245
 AH6245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6245
 AH6245.The ellipsoidal height was determined by GPS observations
 AH6245.and is referenced to NAD 83.
 AH6245
 AH6245.The geoid height was determined by GEOID03.
 AH6245
 AH6245;                    North         East     Units Scale Factor Converg.
 AH6245;SPC LA S     -   121,764.295 1,055,951.646   MT  0.99995039   +0 17 19.7
 AH6245;SPC LA S     -   399,488.36  3,464,401.36   sFT  0.99995039   +0 17 19.7
 AH6245;UTM  15      - 3,276,260.262   717,352.227   MT  1.00018294   +1 06 32.0
 AH6245
 AH6245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6245!SPC LA S     -   1.00000365  x   0.99995039  =   0.99995404
 AH6245!UTM  15      -   1.00000365  x   1.00018294  =   1.00018659
 AH6245
 AH6245:                Primary Azimuth Mark                     Grid Az
 AH6245:SPC LA S     -  LBLAB 04                                 309 52 27.5
 AH6245:UTM  15      -  LBLAB 04                                 309 03 15.2
 AH6245
 AH6245|---------------------------------------------------------------------|
 AH6245| PID    Reference Object                     Distance      Geod. Az  |
 AH6245|                                                           dddmmss.s |
 AH6245| AH6473 LBLAB 04                            APPROX. 0.9 KM 3100947.2 |
 AH6245|---------------------------------------------------------------------|
 AH6245
 AH6245                          SUPERSEDED SURVEY CONTROL
 AH6245
 AH6245  ELLIP H (12/17/98)  -23.21   (m)                       GP(       ) 4 2
 AH6245
 AH6245.Superseded values are not recommended for survey control.
 AH6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6245.See file dsdata.txt to determine how the superseded data were derived.
 AH6245
 AH6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1735276260(NAD 83)
 AH6245_MARKER: DD = SURVEY DISK
 AH6245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6245_STAMPING: LBLAB 03
 AH6245_MARK LOGO: LA-109
 AH6245_PROJECTION: FLUSH
 AH6245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6245+STABILITY: SURFACE MOTION
 AH6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6245+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6245
 AH6245  HISTORY     - Date     Condition        Report By
 AH6245  HISTORY     - 1995     MONUMENTED       MPHI
 AH6245
 AH6245                          STATION DESCRIPTION
 AH6245
 AH6245'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6245'TO REACH THE STATION FROMTHE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6245'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6245'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6245'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 2.37 MI (3.81 KM) TO
 AH6245'THE STATION ON THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6245'THE STATION IS 43.20 FT (13.17 M) SOUTHWEST OF THE CENTERLINE OF HWY
 AH6245'311, 48.0 FT (14.6 M) NORTHEAST OF THE FIRE HYDRANT, 63.10 FT (19.23
 AH6245'M) NORTHEAST OF THE LIGHT POLE, AND 50.20 FT (15.30 M) NORTHWEST OF
 AH6245'THE CENTERLINE OF THE CONCRETE DRIVEWAY (BAKER OIL TOOLS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6473 ***********************************************************************
 AH6473  DESIGNATION -  LBLAB 04
 AH6473  PID         -  AH6473
 AH6473  STATE/COUNTY-  LA/TERREBONNE
 AH6473  USGS QUAD   -  HUMPHREYS (1980)
 AH6473
 AH6473                         *CURRENT SURVEY CONTROL
 AH6473  ___________________________________________________________________
 AH6473* NAD 83(1992)-  29 36 08.63282(N)    090 45 45.82104(W)     ADJUSTED  
 AH6473* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6473  **This station is located in a subsidence area (see below).
 AH6473  ___________________________________________________________________
 AH6473  X           -     -73,881.938 (meters)                     COMP
 AH6473  Y           -  -5,549,649.172 (meters)                     COMP
 AH6473  Z           -   3,132,117.168 (meters)                     COMP
 AH6473  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6473  ELLIP HEIGHT-         -23.00  (meters)          (02/21/02) GPS OBS
 AH6473  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH6473
 AH6473  HORZ ORDER  -  FIRST
 AH6473  ELLP ORDER  -  FIFTH     CLASS I
 AH6473
 AH6473.The horizontal coordinates were established by GPS observations
 AH6473.and adjusted by the National Geodetic Survey in December 1998..
 AH6473
 AH6473 ** The orthometric height has not been validated since last determined
 AH6473 ** by differential leveling and should not be used for control purposes.
 AH6473 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6473 ** area with valid NAVD 88 orthometric heights.
 AH6473 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6473 ** epoch indicated which incorporates improved geoid heights for the
 AH6473 ** Southern Louisiana Subsidence area.
 AH6473 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6473.The orthometric height was determined by GPS observations and a
 AH6473.high-resolution geoid model.
 AH6473
 AH6473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6473
 AH6473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6473
 AH6473.The ellipsoidal height was determined by GPS observations
 AH6473.and is referenced to NAD 83.
 AH6473
 AH6473.The geoid height was determined by GEOID03.
 AH6473
 AH6473;                    North         East     Units Scale Factor Converg.
 AH6473;SPC LA S     -   122,333.121 1,055,270.718   MT  0.99994977   +0 17 07.1
 AH6473;SPC LA S     -   401,354.58  3,462,167.35   sFT  0.99994977   +0 17 07.1
 AH6473;UTM  15      - 3,276,819.412   716,663.067   MT  1.00017925   +1 06 20.1
 AH6473
 AH6473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6473!SPC LA S     -   1.00000361  x   0.99994977  =   0.99995338
 AH6473!UTM  15      -   1.00000361  x   1.00017925  =   1.00018286
 AH6473
 AH6473:                Primary Azimuth Mark                     Grid Az
 AH6473:SPC LA S     -  LBLAB 03                                 129 52 27.7
 AH6473:UTM  15      -  LBLAB 03                                 129 03 14.7
 AH6473
 AH6473|---------------------------------------------------------------------|
 AH6473| PID    Reference Object                     Distance      Geod. Az  |
 AH6473|                                                           dddmmss.s |
 AH6473| AH6245 LBLAB 03                            APPROX. 0.9 KM 1300934.8 |
 AH6473| AH6441 LBLAB 05                            APPROX. 0.8 KM 2965340.7 |
 AH6473|---------------------------------------------------------------------|
 AH6473
 AH6473                          SUPERSEDED SURVEY CONTROL
 AH6473
 AH6473  ELLIP H (12/17/98)  -22.96   (m)                       GP(       ) 4 2
 AH6473
 AH6473.Superseded values are not recommended for survey control.
 AH6473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6473.See file dsdata.txt to determine how the superseded data were derived.
 AH6473
 AH6473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1666376819(NAD 83)
 AH6473_MARKER: DD = SURVEY DISK
 AH6473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6473_STAMPING: LBLAB 04
 AH6473_MARK LOGO: LA-109
 AH6473_PROJECTION: FLUSH
 AH6473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6473+STABILITY: SURFACE MOTION
 AH6473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6473+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6473
 AH6473  HISTORY     - Date     Condition        Report By
 AH6473  HISTORY     - 1995     MONUMENTED       MPHI
 AH6473
 AH6473                          STATION DESCRIPTION
 AH6473
 AH6473'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6473'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6473'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6473'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6473'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 2.95 MI (4.75 KM) TO
 AH6473'THE STATION ON THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6473'STATION IS 56.0 FT (17.1 M) SOUTHWEST OF THE CENTERLINE OF HWY 311,
 AH6473'37.70 FT (11.49 M) EAST OF THE SERVICE POLE, 88.60 FT (27.01 M)
 AH6473'SOUTHEAST OF THE FIRE HYDRANT, AND 35.70 FT (10.88 M) SOUTHEAST OF THE
 AH6473'METAL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6441 ***********************************************************************
 AH6441  DESIGNATION -  LBLAB 05
 AH6441  PID         -  AH6441
 AH6441  STATE/COUNTY-  LA/TERREBONNE
 AH6441  USGS QUAD   -  HUMPHREYS (1980)
 AH6441
 AH6441                         *CURRENT SURVEY CONTROL
 AH6441  ___________________________________________________________________
 AH6441* NAD 83(1992)-  29 36 21.02058(N)    090 46 13.77115(W)     ADJUSTED  
 AH6441* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6441  **This station is located in a subsidence area (see below).
 AH6441  ___________________________________________________________________
 AH6441  X           -     -74,631.411 (meters)                     COMP
 AH6441  Y           -  -5,549,450.424 (meters)                     COMP
 AH6441  Z           -   3,132,448.643 (meters)                     COMP
 AH6441  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6441  ELLIP HEIGHT-         -23.32  (meters)          (02/21/02) GPS OBS
 AH6441  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6441
 AH6441  HORZ ORDER  -  FIRST
 AH6441  ELLP ORDER  -  FIFTH     CLASS I
 AH6441
 AH6441.The horizontal coordinates were established by GPS observations
 AH6441.and adjusted by the National Geodetic Survey in December 1998..
 AH6441
 AH6441 ** The orthometric height has not been validated since last determined
 AH6441 ** by differential leveling and should not be used for control purposes.
 AH6441 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6441 ** area with valid NAVD 88 orthometric heights.
 AH6441 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6441 ** epoch indicated which incorporates improved geoid heights for the
 AH6441 ** Southern Louisiana Subsidence area.
 AH6441 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6441.The orthometric height was determined by GPS observations and a
 AH6441.high-resolution geoid model.
 AH6441
 AH6441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6441
 AH6441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6441
 AH6441.The ellipsoidal height was determined by GPS observations
 AH6441.and is referenced to NAD 83.
 AH6441
 AH6441.The geoid height was determined by GEOID03.
 AH6441
 AH6441;                    North         East     Units Scale Factor Converg.
 AH6441;SPC LA S     -   122,710.803 1,054,516.812   MT  0.99994936   +0 16 53.1
 AH6441;SPC LA S     -   402,593.69  3,459,693.91   sFT  0.99994936   +0 16 53.1
 AH6441;UTM  15      - 3,277,186.345   715,903.658   MT  1.00017519   +1 06 06.7
 AH6441
 AH6441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6441!SPC LA S     -   1.00000366  x   0.99994936  =   0.99995302
 AH6441!UTM  15      -   1.00000366  x   1.00017519  =   1.00017885
 AH6441
 AH6441:                Primary Azimuth Mark                     Grid Az
 AH6441:SPC LA S     -  LBLAB 04                                 116 36 33.8
 AH6441:UTM  15      -  LBLAB 04                                 115 47 20.2
 AH6441
 AH6441|---------------------------------------------------------------------|
 AH6441| PID    Reference Object                     Distance      Geod. Az  |
 AH6441|                                                           dddmmss.s |
 AH6441| AH6473 LBLAB 04                            APPROX. 0.8 KM 1165326.9 |
 AH6441| AH6440 LBLAB 06                            APPROX. 1.0 KM 3022336.4 |
 AH6441|---------------------------------------------------------------------|
 AH6441
 AH6441                          SUPERSEDED SURVEY CONTROL
 AH6441
 AH6441  ELLIP H (12/17/98)  -23.27   (m)                       GP(       ) 4 2
 AH6441
 AH6441.Superseded values are not recommended for survey control.
 AH6441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6441.See file dsdata.txt to determine how the superseded data were derived.
 AH6441
 AH6441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1590477186(NAD 83)
 AH6441_MARKER: DD = SURVEY DISK
 AH6441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6441_STAMPING: LBLAB 05
 AH6441_MARK LOGO: LA-109
 AH6441_PROJECTION: FLUSH
 AH6441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6441+STABILITY: SURFACE MOTION
 AH6441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6441+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6441
 AH6441  HISTORY     - Date     Condition        Report By
 AH6441  HISTORY     - 1995     MONUMENTED       MPHI
 AH6441
 AH6441                          STATION DESCRIPTION
 AH6441
 AH6441'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6441'TO REACH THE STATION FORM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6441'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6441'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6441'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 3.45 MI (5.55 KM) TO
 AH6441'THE STATION ON THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6441'STATION IS 23.50 FT (7.16 M) SOUTHWEST OF THE CENTERLINE OF HWY 311,
 AH6441'71.50 FT (21.79 M) SOUTHWEST OF THE POWER POLE WITH LIGHT, AND 190.70
 AH6441'FT (58.13 M) NORTHWEST OF THE NORTHWEST CORNER OF L.I.G. METER SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6440 ***********************************************************************
 AH6440  DESIGNATION -  LBLAB 06
 AH6440  PID         -  AH6440
 AH6440  STATE/COUNTY-  LA/TERREBONNE
 AH6440  USGS QUAD   -  HUMPHREYS (1980)
 AH6440
 AH6440                         *CURRENT SURVEY CONTROL
 AH6440  ___________________________________________________________________
 AH6440* NAD 83(1992)-  29 36 37.60738(N)    090 46 43.69068(W)     ADJUSTED  
 AH6440* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6440  **This station is located in a subsidence area (see below).
 AH6440  ___________________________________________________________________
 AH6440  X           -     -75,432.950 (meters)                     COMP
 AH6440  Y           -  -5,549,187.271 (meters)                     COMP
 AH6440  Z           -   3,132,892.690 (meters)                     COMP
 AH6440  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6440  ELLIP HEIGHT-         -23.28  (meters)          (02/21/02) GPS OBS
 AH6440  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH6440
 AH6440  HORZ ORDER  -  FIRST
 AH6440  ELLP ORDER  -  FIFTH     CLASS I
 AH6440
 AH6440.The horizontal coordinates were established by GPS observations
 AH6440.and adjusted by the National Geodetic Survey in December 1998..
 AH6440
 AH6440 ** The orthometric height has not been validated since last determined
 AH6440 ** by differential leveling and should not be used for control purposes.
 AH6440 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6440 ** area with valid NAVD 88 orthometric heights.
 AH6440 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6440 ** epoch indicated which incorporates improved geoid heights for the
 AH6440 ** Southern Louisiana Subsidence area.
 AH6440 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6440.The orthometric height was determined by GPS observations and a
 AH6440.high-resolution geoid model.
 AH6440
 AH6440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6440
 AH6440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6440
 AH6440.The ellipsoidal height was determined by GPS observations
 AH6440.and is referenced to NAD 83.
 AH6440
 AH6440.The geoid height was determined by GEOID03.
 AH6440
 AH6440;                    North         East     Units Scale Factor Converg.
 AH6440;SPC LA S     -   123,217.563 1,053,709.346   MT  0.99994881   +0 16 38.2
 AH6440;SPC LA S     -   404,256.29  3,457,044.75   sFT  0.99994881   +0 16 38.2
 AH6440;UTM  15      - 3,277,681.600   715,088.834   MT  1.00017086   +1 05 52.5
 AH6440
 AH6440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6440!SPC LA S     -   1.00000366  x   0.99994881  =   0.99995247
 AH6440!UTM  15      -   1.00000366  x   1.00017086  =   1.00017452
 AH6440
 AH6440:                Primary Azimuth Mark                     Grid Az
 AH6440:SPC LA S     -  LBLAB 05                                 122 06 43.4
 AH6440:UTM  15      -  LBLAB 05                                 121 17 29.1
 AH6440
 AH6440|---------------------------------------------------------------------|
 AH6440| PID    Reference Object                     Distance      Geod. Az  |
 AH6440|                                                           dddmmss.s |
 AH6440| AH6441 LBLAB 05                            APPROX. 1.0 KM 1222321.6 |
 AH6440|---------------------------------------------------------------------|
 AH6440
 AH6440                          SUPERSEDED SURVEY CONTROL
 AH6440
 AH6440  ELLIP H (12/17/98)  -23.24   (m)                       GP(       ) 4 2
 AH6440
 AH6440.Superseded values are not recommended for survey control.
 AH6440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6440.See file dsdata.txt to determine how the superseded data were derived.
 AH6440
 AH6440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1508977682(NAD 83)
 AH6440_MARKER: DD = SURVEY DISK
 AH6440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6440_STAMPING: LBLAB 06
 AH6440_MARK LOGO: LA-109
 AH6440_PROJECTION: FLUSH
 AH6440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6440+STABILITY: SURFACE MOTION
 AH6440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6440+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6440
 AH6440  HISTORY     - Date     Condition        Report By
 AH6440  HISTORY     - 1995     MONUMENTED       MPHI
 AH6440
 AH6440                          STATION DESCRIPTION
 AH6440
 AH6440'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6440'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6440'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6440'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6440'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 4.05 MI (6.52 KM) TO
 AH6440'THE STATION ON THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6440'STATION IS 28.20 FT (8.60 M) SOUTHWEST OF THE CENTERLINE OF HWY 311,
 AH6440'80.0 FT (24.4 M) SOUTHWEST OF THE POWER POLE WITH LIGHT AND
 AH6440'TRANSFORMER, 17.4 FT (5.3 M) NORTHEAST OF THE FIRE HYDRANT, AND 19.0
 AH6440'FT (5.8 M) EAST OF THE CENTERLINE OF HEADLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6191 ***********************************************************************
 AH6191  DESIGNATION -  LBLAB 07
 AH6191  PID         -  AH6191
 AH6191  STATE/COUNTY-  LA/TERREBONNE
 AH6191  USGS QUAD   -  HUMPHREYS (1980)
 AH6191
 AH6191                         *CURRENT SURVEY CONTROL
 AH6191  ___________________________________________________________________
 AH6191* NAD 83(1992)-  29 36 53.13974(N)    090 47 10.21487(W)     ADJUSTED  
 AH6191* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6191  **This station is located in a subsidence area (see below).
 AH6191  ___________________________________________________________________
 AH6191  X           -     -76,143.294 (meters)                     COMP
 AH6191  Y           -  -5,548,941.247 (meters)                     COMP
 AH6191  Z           -   3,133,308.482 (meters)                     COMP
 AH6191  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6191  ELLIP HEIGHT-         -23.26  (meters)          (02/21/02) GPS OBS
 AH6191  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6191
 AH6191  HORZ ORDER  -  FIRST
 AH6191  ELLP ORDER  -  FIFTH     CLASS I
 AH6191
 AH6191.The horizontal coordinates were established by GPS observations
 AH6191.and adjusted by the National Geodetic Survey in December 1998..
 AH6191
 AH6191 ** The orthometric height has not been validated since last determined
 AH6191 ** by differential leveling and should not be used for control purposes.
 AH6191 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6191 ** area with valid NAVD 88 orthometric heights.
 AH6191 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6191 ** epoch indicated which incorporates improved geoid heights for the
 AH6191 ** Southern Louisiana Subsidence area.
 AH6191 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6191.The orthometric height was determined by GPS observations and a
 AH6191.high-resolution geoid model.
 AH6191
 AH6191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6191
 AH6191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6191
 AH6191.The ellipsoidal height was determined by GPS observations
 AH6191.and is referenced to NAD 83.
 AH6191
 AH6191.The geoid height was determined by GEOID03.
 AH6191
 AH6191;                    North         East     Units Scale Factor Converg.
 AH6191;SPC LA S     -   123,692.352 1,052,993.452   MT  0.99994830   +0 16 24.9
 AH6191;SPC LA S     -   405,813.99  3,454,696.02   sFT  0.99994830   +0 16 24.9
 AH6191;UTM  15      - 3,278,146.188   714,366.054   MT  1.00016703   +1 05 39.9
 AH6191
 AH6191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6191!SPC LA S     -   1.00000365  x   0.99994830  =   0.99995195
 AH6191!UTM  15      -   1.00000365  x   1.00016703  =   1.00017068
 AH6191
 AH6191:                Primary Azimuth Mark                     Grid Az
 AH6191:SPC LA S     -  LBLAB 06                                 123 33 10.3
 AH6191:UTM  15      -  LBLAB 06                                 122 43 55.3
 AH6191
 AH6191|---------------------------------------------------------------------|
 AH6191| PID    Reference Object                     Distance      Geod. Az  |
 AH6191|                                                           dddmmss.s |
 AH6191| AH6440 LBLAB 06                            APPROX. 0.9 KM 1234935.2 |
 AH6191| AH6442 LBLAB 08                            APPROX. 1.7 KM 3044643.2 |
 AH6191|---------------------------------------------------------------------|
 AH6191
 AH6191                          SUPERSEDED SURVEY CONTROL
 AH6191
 AH6191  ELLIP H (12/17/98)  -23.22   (m)                       GP(       ) 4 2
 AH6191
 AH6191.Superseded values are not recommended for survey control.
 AH6191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6191.See file dsdata.txt to determine how the superseded data were derived.
 AH6191
 AH6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1436678146(NAD 83)
 AH6191_MARKER: DD = SURVEY DISK
 AH6191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6191_STAMPING: LBLAB 07
 AH6191_MARK LOGO: LA-109
 AH6191_PROJECTION: FLUSH
 AH6191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6191+STABILITY: SURFACE MOTION
 AH6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6191+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6191
 AH6191  HISTORY     - Date     Condition        Report By
 AH6191  HISTORY     - 1995     MONUMENTED       MPHI
 AH6191
 AH6191                          STATION DESCRIPTION
 AH6191
 AH6191'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6191'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6191'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6191'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6191'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 4.60 MI (7.40 KM) TO
 AH6191'THE STATION ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6191'THE STATION IS 25.25 FT (7.70 M) NORTHEAST OF THE CENTERLINE OF HWY
 AH6191'311, AND 52.0 FT (15.8 M) WEST OF THE CENTERLINE OF SOUTH CRESCENT
 AH6191'LANE, 32.0 FT (9.8 M) WEST OF THE POWER POLE WITH LIGHT, 60.70 FT
 AH6191'(18.50 M) SOUTHWEST OF THE NORTHWEST END OF THE CATCH BASIN
 AH6191'CENTERLINE, AND 81.60 FT (24.87 M) WEST OF THE SOUTHEAST END OF THE
 AH6191'CATCH BASIN CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6442 ***********************************************************************
 AH6442  DESIGNATION -  LBLAB 08
 AH6442  PID         -  AH6442
 AH6442  STATE/COUNTY-  LA/TERREBONNE
 AH6442  USGS QUAD   -  HUMPHREYS (1980)
 AH6442
 AH6442                         *CURRENT SURVEY CONTROL
 AH6442  ___________________________________________________________________
 AH6442* NAD 83(1992)-  29 37 24.67601(N)    090 48 02.19363(W)     ADJUSTED  
 AH6442* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6442  **This station is located in a subsidence area (see below).
 AH6442  ___________________________________________________________________
 AH6442  X           -     -77,534.922 (meters)                     COMP
 AH6442  Y           -  -5,548,442.178 (meters)                     COMP
 AH6442  Z           -   3,134,152.704 (meters)                     COMP
 AH6442  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6442  ELLIP HEIGHT-         -23.08  (meters)          (02/21/02) GPS OBS
 AH6442  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH6442
 AH6442  HORZ ORDER  -  FIRST
 AH6442  ELLP ORDER  -  FIFTH     CLASS I
 AH6442
 AH6442.The horizontal coordinates were established by GPS observations
 AH6442.and adjusted by the National Geodetic Survey in December 1998..
 AH6442
 AH6442 ** The orthometric height has not been validated since last determined
 AH6442 ** by differential leveling and should not be used for control purposes.
 AH6442 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6442 ** area with valid NAVD 88 orthometric heights.
 AH6442 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6442 ** epoch indicated which incorporates improved geoid heights for the
 AH6442 ** Southern Louisiana Subsidence area.
 AH6442 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6442.The orthometric height was determined by GPS observations and a
 AH6442.high-resolution geoid model.
 AH6442
 AH6442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6442
 AH6442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6442
 AH6442.The ellipsoidal height was determined by GPS observations
 AH6442.and is referenced to NAD 83.
 AH6442
 AH6442.The geoid height was determined by GEOID03.
 AH6442
 AH6442;                    North         East     Units Scale Factor Converg.
 AH6442;SPC LA S     -   124,656.721 1,051,590.555   MT  0.99994729   +0 15 58.9
 AH6442;SPC LA S     -   408,977.93  3,450,093.35   sFT  0.99994729   +0 15 58.9
 AH6442;UTM  15      - 3,279,090.560   712,949.178   MT  1.00015956   +1 05 15.2
 AH6442
 AH6442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6442!SPC LA S     -   1.00000362  x   0.99994729  =   0.99995091
 AH6442!UTM  15      -   1.00000362  x   1.00015956  =   1.00016319
 AH6442
 AH6442:                Primary Azimuth Mark                     Grid Az
 AH6442:SPC LA S     -  LBLAB 07                                 124 30 18.6
 AH6442:UTM  15      -  LBLAB 07                                 123 41 02.3
 AH6442
 AH6442|---------------------------------------------------------------------|
 AH6442| PID    Reference Object                     Distance      Geod. Az  |
 AH6442|                                                           dddmmss.s |
 AH6442| AH6191 LBLAB 07                            APPROX. 1.7 KM 1244617.5 |
 AH6442|---------------------------------------------------------------------|
 AH6442
 AH6442                          SUPERSEDED SURVEY CONTROL
 AH6442
 AH6442  ELLIP H (12/17/98)  -23.04   (m)                       GP(       ) 4 2
 AH6442
 AH6442.Superseded values are not recommended for survey control.
 AH6442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6442.See file dsdata.txt to determine how the superseded data were derived.
 AH6442
 AH6442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1294979091(NAD 83)
 AH6442_MARKER: DD = SURVEY DISK
 AH6442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6442_STAMPING: LBLAB 08
 AH6442_MARK LOGO: LA-109
 AH6442_PROJECTION: FLUSH
 AH6442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6442+STABILITY: SURFACE MOTION
 AH6442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6442+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6442
 AH6442  HISTORY     - Date     Condition        Report By
 AH6442  HISTORY     - 1995     MONUMENTED       MPHI
 AH6442
 AH6442                          STATION DESCRIPTION
 AH6442
 AH6442'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6442'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6442'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6442'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6442'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 5.7 MI (9.2 KM) TO THE
 AH6442'STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6442'STATION IS 0.56 MI (0.90 KM) NORTH OF SAVANNE ROAD ON HWY 311, 54.5 FT
 AH6442'(16.6 M) NORTHEAST OF THE CENTERLINE OF HWY 311, 59.0 FT (18.0 M)
 AH6442'SOUTHEAST OF TELEPHONE PED. NO. 39, 11.0 FT (3.4 M) SOUTHWEST OF THE
 AH6442'METAL LIGHT POLE, 35.0 FT (10.7 M) SOUTHWEST OF THE CENTERLINE OF THE
 AH6442'BRICK SIGN, AND 56.0 FT (17.1 M) NORTHWEST OF THE COLUBMIA GULF CASING
 AH6442'VENT AND AERIAL MARKER NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6457 ***********************************************************************
 AH6457  DESIGNATION -  LBLAB 09
 AH6457  PID         -  AH6457
 AH6457  STATE/COUNTY-  LA/TERREBONNE
 AH6457  USGS QUAD   -  GRAY (1980)
 AH6457
 AH6457                         *CURRENT SURVEY CONTROL
 AH6457  ___________________________________________________________________
 AH6457* NAD 83(1992)-  29 37 42.85578(N)    090 48 19.33480(W)     ADJUSTED  
 AH6457* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6457  **This station is located in a subsidence area (see below).
 AH6457  ___________________________________________________________________
 AH6457  X           -     -77,992.123 (meters)                     COMP
 AH6457  Y           -  -5,548,159.066 (meters)                     COMP
 AH6457  Z           -   3,134,639.310 (meters)                     COMP
 AH6457  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6457  ELLIP HEIGHT-         -23.04  (meters)          (02/21/02) GPS OBS
 AH6457  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AH6457
 AH6457  HORZ ORDER  -  FIRST
 AH6457  ELLP ORDER  -  FIFTH     CLASS I
 AH6457
 AH6457.The horizontal coordinates were established by GPS observations
 AH6457.and adjusted by the National Geodetic Survey in December 1998..
 AH6457
 AH6457 ** The orthometric height has not been validated since last determined
 AH6457 ** by differential leveling and should not be used for control purposes.
 AH6457 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6457 ** area with valid NAVD 88 orthometric heights.
 AH6457 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6457 ** epoch indicated which incorporates improved geoid heights for the
 AH6457 ** Southern Louisiana Subsidence area.
 AH6457 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6457.The orthometric height was determined by GPS observations and a
 AH6457.high-resolution geoid model.
 AH6457
 AH6457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6457
 AH6457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6457
 AH6457.The ellipsoidal height was determined by GPS observations
 AH6457.and is referenced to NAD 83.
 AH6457
 AH6457.The geoid height was determined by GEOID03.
 AH6457
 AH6457;                    North         East     Units Scale Factor Converg.
 AH6457;SPC LA S     -   125,214.317 1,051,126.868   MT  0.99994672   +0 15 50.4
 AH6457;SPC LA S     -   410,807.31  3,448,572.07   sFT  0.99994672   +0 15 50.4
 AH6457;UTM  15      - 3,279,641.569   712,477.446   MT  1.00015708   +1 05 07.4
 AH6457
 AH6457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6457!SPC LA S     -   1.00000362  x   0.99994672  =   0.99995034
 AH6457!UTM  15      -   1.00000362  x   1.00015708  =   1.00016070
 AH6457
 AH6457:                Primary Azimuth Mark                     Grid Az
 AH6457:SPC LA S     -  LBLAB 10                                 328 27 21.8
 AH6457:UTM  15      -  LBLAB 10                                 327 38 04.8
 AH6457
 AH6457|---------------------------------------------------------------------|
 AH6457| PID    Reference Object                     Distance      Geod. Az  |
 AH6457|                                                           dddmmss.s |
 AH6457| AH6458 LBLAB 10                            APPROX. 0.9 KM 3284312.2 |
 AH6457|---------------------------------------------------------------------|
 AH6457
 AH6457                          SUPERSEDED SURVEY CONTROL
 AH6457
 AH6457  ELLIP H (12/17/98)  -23.00   (m)                       GP(       ) 4 2
 AH6457
 AH6457.Superseded values are not recommended for survey control.
 AH6457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6457.See file dsdata.txt to determine how the superseded data were derived.
 AH6457
 AH6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1247779642(NAD 83)
 AH6457_MARKER: DD = SURVEY DISK
 AH6457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6457_STAMPING: LBLAB 09
 AH6457_MARK LOGO: LA-109
 AH6457_PROJECTION: FLUSH
 AH6457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6457+STABILITY: SURFACE MOTION
 AH6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6457+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6457
 AH6457  HISTORY     - Date     Condition        Report By
 AH6457  HISTORY     - 1995     MONUMENTED       MPHI
 AH6457
 AH6457                          STATION DESCRIPTION
 AH6457
 AH6457'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6457'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6457'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6457'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6457'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.15 MI (9.90 KM) TO
 AH6457'THE STATION ON THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6457'STATION IS 1.00 MI (1.61 KM) NORTH OF SAVANNE ROAD ON HWY 311, 23.4 FT
 AH6457'(7.1 M) SOUTHWEST OF THE CENTERLINE OF HWY 311, 17.4 FT (5.3 M)
 AH6457'NORTHEAST OF THE FIRE HYDRANT, 79.7 FT (24.3 M) SOUTH OF THE 24 INCH
 AH6457'OAK TREE, AND 56.7 FT (17.3 M) SOUTHWEST OF THE 12 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6458 ***********************************************************************
 AH6458  DESIGNATION -  LBLAB 10
 AH6458  PID         -  AH6458
 AH6458  STATE/COUNTY-  LA/TERREBONNE
 AH6458  USGS QUAD   -  GRAY (1980)
 AH6458
 AH6458                         *CURRENT SURVEY CONTROL
 AH6458  ___________________________________________________________________
 AH6458* NAD 83(1992)-  29 38 07.34141(N)    090 48 36.36281(W)     ADJUSTED  
 AH6458* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AH6458  **This station is located in a subsidence area (see below).
 AH6458  ___________________________________________________________________
 AH6458  X           -     -78,444.877 (meters)                     COMP
 AH6458  Y           -  -5,547,779.937 (meters)                     COMP
 AH6458  Z           -   3,135,294.666 (meters)                     COMP
 AH6458  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6458  ELLIP HEIGHT-         -22.98  (meters)          (02/21/02) GPS OBS
 AH6458  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6458
 AH6458  HORZ ORDER  -  FIRST
 AH6458  ELLP ORDER  -  FIFTH     CLASS I
 AH6458
 AH6458.The horizontal coordinates were established by GPS observations
 AH6458.and adjusted by the National Geodetic Survey in December 1998..
 AH6458
 AH6458 ** The orthometric height has not been validated since last determined
 AH6458 ** by differential leveling and should not be used for control purposes.
 AH6458 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6458 ** area with valid NAVD 88 orthometric heights.
 AH6458 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6458 ** epoch indicated which incorporates improved geoid heights for the
 AH6458 ** Southern Louisiana Subsidence area.
 AH6458 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6458.The orthometric height was determined by GPS observations and a
 AH6458.high-resolution geoid model.
 AH6458
 AH6458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6458
 AH6458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6458
 AH6458.The ellipsoidal height was determined by GPS observations
 AH6458.and is referenced to NAD 83.
 AH6458
 AH6458.The geoid height was determined by GEOID03.
 AH6458
 AH6458;                    North         East     Units Scale Factor Converg.
 AH6458;SPC LA S     -   125,966.096 1,050,665.385   MT  0.99994596   +0 15 41.8
 AH6458;SPC LA S     -   413,273.77  3,447,058.02   sFT  0.99994596   +0 15 41.8
 AH6458;UTM  15      - 3,280,386.810   712,005.132   MT  1.00015460   +1 04 59.7
 AH6458
 AH6458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6458!SPC LA S     -   1.00000361  x   0.99994596  =   0.99994957
 AH6458!UTM  15      -   1.00000361  x   1.00015460  =   1.00015821
 AH6458
 AH6458:                Primary Azimuth Mark                     Grid Az
 AH6458:SPC LA S     -  LBLAB 11                                 331 49 33.7
 AH6458:UTM  15      -  LBLAB 11                                 331 00 15.8
 AH6458
 AH6458|---------------------------------------------------------------------|
 AH6458| PID    Reference Object                     Distance      Geod. Az  |
 AH6458|                                                           dddmmss.s |
 AH6458| AH6459 LBLAB 11                            APPROX. 0.8 KM 3320515.5 |
 AH6458|---------------------------------------------------------------------|
 AH6458
 AH6458                          SUPERSEDED SURVEY CONTROL
 AH6458
 AH6458  ELLIP H (12/17/98)  -22.94   (m)                       GP(       ) 4 2
 AH6458
 AH6458.Superseded values are not recommended for survey control.
 AH6458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6458.See file dsdata.txt to determine how the superseded data were derived.
 AH6458
 AH6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1200580387(NAD 83)
 AH6458_MARKER: DD = SURVEY DISK
 AH6458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6458_STAMPING: LBLAB 10
 AH6458_MARK LOGO: LA-109
 AH6458_PROJECTION: FLUSH
 AH6458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6458+STABILITY: SURFACE MOTION
 AH6458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6458+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6458
 AH6458  HISTORY     - Date     Condition        Report By
 AH6458  HISTORY     - 1995     MONUMENTED       MPHI
 AH6458
 AH6458                          STATION DESCRIPTION
 AH6458
 AH6458'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6458'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6458'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6458'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6458'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 6.7 MI (10.8 KM) TO THE
 AH6458'STATION ON THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6458'STATION IS 1.52 MI (2.45 KM) NORTH OF SAVANNE ROAD ON HWY 311, 22.9 FT
 AH6458'(7.0 M) SOUTHWEST OF THE CENTERLINE OF HWY 311, 171.0 FT (52.1 M)
 AH6458'NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY FOR NO. 3653, AND 77.2 FT
 AH6458'(23.5 M) WEST OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6459 ***********************************************************************
 AH6459  DESIGNATION -  LBLAB 11
 AH6459  PID         -  AH6459
 AH6459  STATE/COUNTY-  LA/TERREBONNE
 AH6459  USGS QUAD   -  GRAY (1980)
 AH6459
 AH6459                         *CURRENT SURVEY CONTROL
 AH6459  ___________________________________________________________________
 AH6459* NAD 83(1992)-  29 38 29.04456(N)    090 48 49.52422(W)     ADJUSTED  
 AH6459* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6459  **This station is located in a subsidence area (see below).
 AH6459  ___________________________________________________________________
 AH6459  X           -     -78,794.180 (meters)                     COMP
 AH6459  Y           -  -5,547,444.643 (meters)                     COMP
 AH6459  Z           -   3,135,875.576 (meters)                     COMP
 AH6459  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6459  ELLIP HEIGHT-         -22.80  (meters)          (02/21/02) GPS OBS
 AH6459  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6459
 AH6459  HORZ ORDER  -  FIRST
 AH6459  ELLP ORDER  -  FIFTH     CLASS I
 AH6459
 AH6459.The horizontal coordinates were established by GPS observations
 AH6459.and adjusted by the National Geodetic Survey in December 1998..
 AH6459
 AH6459 ** The orthometric height has not been validated since last determined
 AH6459 ** by differential leveling and should not be used for control purposes.
 AH6459 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6459 ** area with valid NAVD 88 orthometric heights.
 AH6459 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6459 ** epoch indicated which incorporates improved geoid heights for the
 AH6459 ** Southern Louisiana Subsidence area.
 AH6459 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6459.The orthometric height was determined by GPS observations and a
 AH6459.high-resolution geoid model.
 AH6459
 AH6459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6459
 AH6459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6459
 AH6459.The ellipsoidal height was determined by GPS observations
 AH6459.and is referenced to NAD 83.
 AH6459
 AH6459.The geoid height was determined by GEOID03.
 AH6459
 AH6459;                    North         East     Units Scale Factor Converg.
 AH6459;SPC LA S     -   126,632.696 1,050,308.346   MT  0.99994530   +0 15 35.3
 AH6459;SPC LA S     -   415,460.77  3,445,886.63   sFT  0.99994530   +0 15 35.3
 AH6459;UTM  15      - 3,281,048.358   711,638.494   MT  1.00015269   +1 04 54.0
 AH6459
 AH6459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6459!SPC LA S     -   1.00000358  x   0.99994530  =   0.99994888
 AH6459!UTM  15      -   1.00000358  x   1.00015269  =   1.00015627
 AH6459
 AH6459:                Primary Azimuth Mark                     Grid Az
 AH6459:SPC LA S     -  LBLAB 12                                 326 56 48.5
 AH6459:UTM  15      -  LBLAB 12                                 326 07 29.8
 AH6459
 AH6459|---------------------------------------------------------------------|
 AH6459| PID    Reference Object                     Distance      Geod. Az  |
 AH6459|                                                           dddmmss.s |
 AH6459| AH6460 LBLAB 12                            APPROX. 0.7 KM 3271223.8 |
 AH6459|---------------------------------------------------------------------|
 AH6459
 AH6459                          SUPERSEDED SURVEY CONTROL
 AH6459
 AH6459  ELLIP H (12/17/98)  -22.76   (m)                       GP(       ) 4 2
 AH6459
 AH6459.Superseded values are not recommended for survey control.
 AH6459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6459.See file dsdata.txt to determine how the superseded data were derived.
 AH6459
 AH6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1163881048(NAD 83)
 AH6459_MARKER: DD = SURVEY DISK
 AH6459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6459_STAMPING: LBLAB 11
 AH6459_MARK LOGO: LA-109
 AH6459_PROJECTION: FLUSH
 AH6459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6459+STABILITY: SURFACE MOTION
 AH6459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6459+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6459
 AH6459  HISTORY     - Date     Condition        Report By
 AH6459  HISTORY     - 1995     MONUMENTED       MPHI
 AH6459
 AH6459                          STATION DESCRIPTION
 AH6459
 AH6459'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6459'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6459'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6459'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6459'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 7.2 MI (11.6 KM) TO THE
 AH6459'STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6459'STATION IS 2.08 MI (3.35 KM) NORTH OF SAVANNE ROAD ON HWY 311, 28.3 FT
 AH6459'(8.6 M) NORTHEAST OF THE CENTERLINE OF HWY 311, 54.0 FT (16.5 M)
 AH6459'SOUTHEAST OF THE PROJECTION OF BULL RUN ROAD CENTERLINE, 72.20 FT
 AH6459'(22.01 M) SOUTHEAST OF THE POWER POLE, 43.5 FT (13.3 M) SOUTHEAST OF
 AH6459'THE CENTERLINE OF THE ASPHALT ROAD (LUMEN CHRIST RETREAT CENTER), AND
 AH6459'53.0 FT (16.2 M) SOUTHWEST OF THE GAS METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6460 ***********************************************************************
 AH6460  DESIGNATION -  LBLAB 12
 AH6460  PID         -  AH6460
 AH6460  STATE/COUNTY-  LA/TERREBONNE
 AH6460  USGS QUAD   -  GRAY (1980)
 AH6460
 AH6460                         *CURRENT SURVEY CONTROL
 AH6460  ___________________________________________________________________
 AH6460* NAD 83(1992)-  29 38 49.22817(N)    090 49 04.41157(W)     ADJUSTED  
 AH6460* NAVD 88     -         3.5  **(meters)      11.   **(feet)  GPS OBS   
 AH6460  **This station is located in a subsidence area (see below).
 AH6460  ___________________________________________________________________
 AH6460  X           -     -79,190.193 (meters)                     COMP
 AH6460  Y           -  -5,547,132.223 (meters)                     COMP
 AH6460  Z           -   3,136,416.060 (meters)                     COMP
 AH6460  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6460  ELLIP HEIGHT-         -22.07  (meters)          (02/21/02) GPS OBS
 AH6460  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6460
 AH6460  HORZ ORDER  -  FIRST
 AH6460  ELLP ORDER  -  FIFTH     CLASS I
 AH6460
 AH6460.The horizontal coordinates were established by GPS observations
 AH6460.and adjusted by the National Geodetic Survey in December 1998..
 AH6460
 AH6460 ** The orthometric height has not been validated since last determined
 AH6460 ** by differential leveling and should not be used for control purposes.
 AH6460 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6460 ** area with valid NAVD 88 orthometric heights.
 AH6460 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6460 ** epoch indicated which incorporates improved geoid heights for the
 AH6460 ** Southern Louisiana Subsidence area.
 AH6460 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6460.The orthometric height was determined by GPS observations and a
 AH6460.high-resolution geoid model.
 AH6460
 AH6460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6460
 AH6460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6460
 AH6460.The ellipsoidal height was determined by GPS observations
 AH6460.and is referenced to NAD 83.
 AH6460
 AH6460.The geoid height was determined by GEOID03.
 AH6460
 AH6460;                    North         East     Units Scale Factor Converg.
 AH6460;SPC LA S     -   127,252.315 1,049,905.143   MT  0.99994469   +0 15 27.8
 AH6460;SPC LA S     -   417,493.64  3,444,563.79   sFT  0.99994469   +0 15 27.8
 AH6460;UTM  15      - 3,281,662.256   711,226.359   MT  1.00015053   +1 04 47.2
 AH6460
 AH6460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6460!SPC LA S     -   1.00000347  x   0.99994469  =   0.99994816
 AH6460!UTM  15      -   1.00000347  x   1.00015053  =   1.00015400
 AH6460
 AH6460:                Primary Azimuth Mark                     Grid Az
 AH6460:SPC LA S     -  LBLAB 11                                 146 56 48.6
 AH6460:UTM  15      -  LBLAB 11                                 146 07 29.2
 AH6460
 AH6460|---------------------------------------------------------------------|
 AH6460| PID    Reference Object                     Distance      Geod. Az  |
 AH6460|                                                           dddmmss.s |
 AH6460| AH6459 LBLAB 11                            APPROX. 0.7 KM 1471216.4 |
 AH6460|---------------------------------------------------------------------|
 AH6460
 AH6460                          SUPERSEDED SURVEY CONTROL
 AH6460
 AH6460  ELLIP H (12/17/98)  -22.04   (m)                       GP(       ) 4 2
 AH6460
 AH6460.Superseded values are not recommended for survey control.
 AH6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6460.See file dsdata.txt to determine how the superseded data were derived.
 AH6460
 AH6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1122681662(NAD 83)
 AH6460_MARKER: DD = SURVEY DISK
 AH6460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6460_STAMPING: LBLAB 12
 AH6460_MARK LOGO: LA-109
 AH6460_PROJECTION: FLUSH
 AH6460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6460+STABILITY: SURFACE MOTION
 AH6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6460+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6460
 AH6460  HISTORY     - Date     Condition        Report By
 AH6460  HISTORY     - 1995     MONUMENTED       MPHI
 AH6460
 AH6460                          STATION DESCRIPTION
 AH6460
 AH6460'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6460'TO REACH THE STATION FROM THE COURTHOUSE, TRAVEL SOUTH ON HWY 24 FOR
 AH6460'0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON HWY 90
 AH6460'AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.  TURN
 AH6460'RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 7.6 MI (12.2 KM) TO THE
 AH6460'STATION ON THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6460'STATION IS 2.50 MI (4.02 KM) NORTH OF SAVANNE ROAD ON HWY 311, 24.5 FT
 AH6460'(7.5 M) SOUTHWEST OF THE CENTERLINE OF HWY 311, 190.60 FT (58.09 M)
 AH6460'NORTHWEST OF THE CENTERLINE OF THE SHELL DRIVEWAY WHICH LEADS TO THE
 AH6460'CHURCH (DIOCESE OF HOUMA-THIBODAUX), 210.2 FT (64.1 M) SOUTHEAST OF
 AH6460'THE CENTERLINE OF THE SHELL DRIVEWAY (ARDOYNE PLANTATION ROAD), AND
 AH6460'34.3 FT (10.5 M) NORTHEAST OF THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6196 ***********************************************************************
 AH6196  DESIGNATION -  LBLAB 13
 AH6196  PID         -  AH6196
 AH6196  STATE/COUNTY-  LA/TERREBONNE
 AH6196  USGS QUAD   -  GRAY (1980)
 AH6196
 AH6196                         *CURRENT SURVEY CONTROL
 AH6196  ___________________________________________________________________
 AH6196* NAD 83(1992)-  29 39 15.83647(N)    090 49 09.59033(W)     ADJUSTED  
 AH6196* NAVD 88     -         3.3  **(meters)      11.   **(feet)  GPS OBS   
 AH6196  **This station is located in a subsidence area (see below).
 AH6196  ___________________________________________________________________
 AH6196  X           -     -79,323.668 (meters)                     COMP
 AH6196  Y           -  -5,546,724.773 (meters)                     COMP
 AH6196  Z           -   3,137,127.958 (meters)                     COMP
 AH6196  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6196  ELLIP HEIGHT-         -22.29  (meters)          (02/21/02) GPS OBS
 AH6196  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AH6196
 AH6196  HORZ ORDER  -  FIRST
 AH6196  ELLP ORDER  -  FIFTH     CLASS I
 AH6196
 AH6196.The horizontal coordinates were established by GPS observations
 AH6196.and adjusted by the National Geodetic Survey in December 1998..
 AH6196
 AH6196 ** The orthometric height has not been validated since last determined
 AH6196 ** by differential leveling and should not be used for control purposes.
 AH6196 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6196 ** area with valid NAVD 88 orthometric heights.
 AH6196 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6196 ** epoch indicated which incorporates improved geoid heights for the
 AH6196 ** Southern Louisiana Subsidence area.
 AH6196 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6196.The orthometric height was determined by GPS observations and a
 AH6196.high-resolution geoid model.
 AH6196
 AH6196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6196
 AH6196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6196
 AH6196.The ellipsoidal height was determined by GPS observations
 AH6196.and is referenced to NAD 83.
 AH6196
 AH6196.The geoid height was determined by GEOID03.
 AH6196
 AH6196;                    North         East     Units Scale Factor Converg.
 AH6196;SPC LA S     -   128,070.924 1,049,762.189   MT  0.99994391   +0 15 25.2
 AH6196;SPC LA S     -   420,179.36  3,444,094.78   sFT  0.99994391   +0 15 25.2
 AH6196;UTM  15      - 3,282,478.897   711,071.641   MT  1.00014973   +1 04 45.6
 AH6196
 AH6196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6196!SPC LA S     -   1.00000350  x   0.99994391  =   0.99994741
 AH6196!UTM  15      -   1.00000350  x   1.00014973  =   1.00015323
 AH6196
 AH6196                          SUPERSEDED SURVEY CONTROL
 AH6196
 AH6196  ELLIP H (12/17/98)  -22.25   (m)                       GP(       ) 4 2
 AH6196
 AH6196.Superseded values are not recommended for survey control.
 AH6196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6196.See file dsdata.txt to determine how the superseded data were derived.
 AH6196
 AH6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1107282479(NAD 83)
 AH6196_MARKER: DD = SURVEY DISK
 AH6196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6196_STAMPING: LBLAB 13
 AH6196_MARK LOGO: LA-109
 AH6196_PROJECTION: FLUSH
 AH6196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6196+STABILITY: SURFACE MOTION
 AH6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6196+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6196
 AH6196  HISTORY     - Date     Condition        Report By
 AH6196  HISTORY     - 1995     MONUMENTED       MPHI
 AH6196
 AH6196                          STATION DESCRIPTION
 AH6196
 AH6196'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6196'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6196'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6196'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6196'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 8.18 MI (13.16 KM) TO
 AH6196'THE STATION ON THE LEFT. THE STATION IS A 2INCH DISK IN CONCRETE. THE
 AH6196'STATION IS 3.02 MI (4.86 KM) NORTH OF SAVANNE ROAD ON HWY 311, 22.50
 AH6196'FT (6.86 M) SOUTHWEST OF THE CENTERLINE OF HWY 311, 85.8 FT (26.2 M)
 AH6196'NORTHWEST OF THE 2 INCH PIPE FENCE CORNER, 81.20 FT (24.75 M) NORTH OF
 AH6196'THE TRANSCO PIPELINE VENT (WEST SIDE ROAD), 40.3 FT (12.3 M) NORTHEAST
 AH6196'OF THE POWER POLE, AND 144.8 FT (44.1 M) SOUTHEAST OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6464 ***********************************************************************
 AH6464  DESIGNATION -  LBLAB 14
 AH6464  PID         -  AH6464
 AH6464  STATE/COUNTY-  LA/TERREBONNE
 AH6464  USGS QUAD   -  GRAY (1980)
 AH6464
 AH6464                         *CURRENT SURVEY CONTROL
 AH6464  ___________________________________________________________________
 AH6464* NAD 83(1992)-  29 40 22.97633(N)    090 48 54.93865(W)     ADJUSTED  
 AH6464* NAVD 88     -         3.3  **(meters)      11.   **(feet)  GPS OBS   
 AH6464  **This station is located in a subsidence area (see below).
 AH6464  ___________________________________________________________________
 AH6464  X           -     -78,915.107 (meters)                     COMP
 AH6464  Y           -  -5,545,707.339 (meters)                     COMP
 AH6464  Z           -   3,138,924.287 (meters)                     COMP
 AH6464  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6464  ELLIP HEIGHT-         -22.34  (meters)          (02/21/02) GPS OBS
 AH6464  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH6464
 AH6464  HORZ ORDER  -  FIRST
 AH6464  ELLP ORDER  -  FIFTH     CLASS I
 AH6464
 AH6464.The horizontal coordinates were established by GPS observations
 AH6464.and adjusted by the National Geodetic Survey in December 1998..
 AH6464
 AH6464 ** The orthometric height has not been validated since last determined
 AH6464 ** by differential leveling and should not be used for control purposes.
 AH6464 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6464 ** area with valid NAVD 88 orthometric heights.
 AH6464 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6464 ** epoch indicated which incorporates improved geoid heights for the
 AH6464 ** Southern Louisiana Subsidence area.
 AH6464 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6464.The orthometric height was determined by GPS observations and a
 AH6464.high-resolution geoid model.
 AH6464
 AH6464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6464
 AH6464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6464
 AH6464.The ellipsoidal height was determined by GPS observations
 AH6464.and is referenced to NAD 83.
 AH6464
 AH6464.The geoid height was determined by GEOID03.
 AH6464
 AH6464;                    North         East     Units Scale Factor Converg.
 AH6464;SPC LA S     -   130,139.847 1,050,146.861   MT  0.99994201   +0 15 32.6
 AH6464;SPC LA S     -   426,967.15  3,445,356.83   sFT  0.99994201   +0 15 32.6
 AH6464;UTM  15      - 3,284,553.561   711,426.644   MT  1.00015158   +1 04 55.0
 AH6464
 AH6464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6464!SPC LA S     -   1.00000351  x   0.99994201  =   0.99994552
 AH6464!UTM  15      -   1.00000351  x   1.00015158  =   1.00015509
 AH6464
 AH6464                          SUPERSEDED SURVEY CONTROL
 AH6464
 AH6464  ELLIP H (12/17/98)  -22.33   (m)                       GP(       ) 4 2
 AH6464
 AH6464.Superseded values are not recommended for survey control.
 AH6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6464.See file dsdata.txt to determine how the superseded data were derived.
 AH6464
 AH6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1142784554(NAD 83)
 AH6464_MARKER: DD = SURVEY DISK
 AH6464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6464_STAMPING: LBLAB 14
 AH6464_MARK LOGO: LA-109
 AH6464_PROJECTION: FLUSH
 AH6464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6464+STABILITY: SURFACE MOTION
 AH6464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6464+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6464
 AH6464  HISTORY     - Date     Condition        Report By
 AH6464  HISTORY     - 1995     MONUMENTED       MPHI
 AH6464
 AH6464                          STATION DESCRIPTION
 AH6464
 AH6464'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6464'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6464'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6464'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6464'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 9.55 MI (15.37 KM) TO
 AH6464'THE STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6464'THE STATION IS 21.0 FT (6.4 M) SOUTHEAST OF THE CENTERLINE OF HWY 311,
 AH6464'99.3 FT (30.3 M) NORTHEAST OF THE POWER POLE WITH A LIGHT, 78.5 FT
 AH6464'(23.9 M) SOUTHEAST OF THE SERVICE POLE, 50.90 FT (15.51 M) SOUTHWEST
 AH6464'OF THE CENTERLINE OF THE SHELL DRIVEWAY FOR LEBLANC FARMS EMU, AND
 AH6464'52.60 FT (16.03 M) NORTHWEST OF THE EDGE OF THE BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6466 ***********************************************************************
 AH6466  DESIGNATION -  LBLAB 15
 AH6466  PID         -  AH6466
 AH6466  STATE/COUNTY-  LA/TERREBONNE
 AH6466  USGS QUAD   -  GRAY (1980)
 AH6466
 AH6466                         *CURRENT SURVEY CONTROL
 AH6466  ___________________________________________________________________
 AH6466* NAD 83(1992)-  29 41 08.77377(N)    090 48 42.35850(W)     ADJUSTED  
 AH6466* NAVD 88     -         3.5  **(meters)      11.   **(feet)  GPS OBS   
 AH6466  **This station is located in a subsidence area (see below).
 AH6466  ___________________________________________________________________
 AH6466  X           -     -78,566.983 (meters)                     COMP
 AH6466  Y           -  -5,545,014.161 (meters)                     COMP
 AH6466  Z           -   3,140,149.526 (meters)                     COMP
 AH6466  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6466  ELLIP HEIGHT-         -22.14  (meters)          (02/21/02) GPS OBS
 AH6466  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH6466
 AH6466  HORZ ORDER  -  FIRST
 AH6466  ELLP ORDER  -  FIFTH     CLASS I
 AH6466
 AH6466.The horizontal coordinates were established by GPS observations
 AH6466.and adjusted by the National Geodetic Survey in December 1998..
 AH6466
 AH6466 ** The orthometric height has not been validated since last determined
 AH6466 ** by differential leveling and should not be used for control purposes.
 AH6466 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6466 ** area with valid NAVD 88 orthometric heights.
 AH6466 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6466 ** epoch indicated which incorporates improved geoid heights for the
 AH6466 ** Southern Louisiana Subsidence area.
 AH6466 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6466.The orthometric height was determined by GPS observations and a
 AH6466.high-resolution geoid model.
 AH6466
 AH6466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6466
 AH6466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6466
 AH6466.The ellipsoidal height was determined by GPS observations
 AH6466.and is referenced to NAD 83.
 AH6466
 AH6466.The geoid height was determined by GEOID03.
 AH6466
 AH6466;                    North         East     Units Scale Factor Converg.
 AH6466;SPC LA S     -   131,551.427 1,050,478.690   MT  0.99994077   +0 15 38.8
 AH6466;SPC LA S     -   431,598.31  3,446,445.50   sFT  0.99994077   +0 15 38.8
 AH6466;UTM  15      - 3,285,970.061   711,738.226   MT  1.00015320   +1 05 02.8
 AH6466
 AH6466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6466!SPC LA S     -   1.00000348  x   0.99994077  =   0.99994425
 AH6466!UTM  15      -   1.00000348  x   1.00015320  =   1.00015668
 AH6466
 AH6466                          SUPERSEDED SURVEY CONTROL
 AH6466
 AH6466  ELLIP H (12/17/98)  -22.13   (m)                       GP(       ) 4 2
 AH6466
 AH6466.Superseded values are not recommended for survey control.
 AH6466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6466.See file dsdata.txt to determine how the superseded data were derived.
 AH6466
 AH6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1173885970(NAD 83)
 AH6466_MARKER: DD = SURVEY DISK
 AH6466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6466_STAMPING: LBLAB 15
 AH6466_MARK LOGO: LA-109
 AH6466_PROJECTION: FLUSH
 AH6466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6466+STABILITY: SURFACE MOTION
 AH6466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6466+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6466
 AH6466  HISTORY     - Date     Condition        Report By
 AH6466  HISTORY     - 1995     MONUMENTED       MPHI
 AH6466
 AH6466                          STATION DESCRIPTION
 AH6466
 AH6466'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6466'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6466'24 FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH HWY 90 WEST.  TURN RIGHT
 AH6466'ON HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY
 AH6466'311.  TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 10.5 MI (16.9 KM)
 AH6466'TO THE STATION ON THE LEFT. THE STATION HAS NO OBSTRUCTIONS.  THE
 AH6466'STATION IS 5.28 MI (8.50 KM) NORTH OF SAVANNE ROAD ON HWY 311 OR 0.25
 AH6466'MI (0.40 KM) NORTH OF HWY 90 CROSSING HWY 311, 29.3 FEET (8.9 M)
 AH6466'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF HWY 311, 42.0
 AH6466'FT(12.8 M) EAST OF THE 4 FT MESH FENCE, 71.0 FT (21.6 M) NORTHWEST OF
 AH6466'THE CENTERLINE OF THE CATCH BASIN ON THE WEST SIDE OF THE NORTH BOUND
 AH6466'LANE, AND 31.0 FT (9.4 M) NORTHEAST OF THE CENTERLINE OF THE 30 INCH
 AH6466'STEEL CULVERT ON THE WEST SIDE OF THE SOUTH BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6471 ***********************************************************************
 AH6471  DESIGNATION -  LBLAB 16
 AH6471  PID         -  AH6471
 AH6471  STATE/COUNTY-  LA/TERREBONNE
 AH6471  USGS QUAD   -  GRAY (1980)
 AH6471
 AH6471                         *CURRENT SURVEY CONTROL
 AH6471  ___________________________________________________________________
 AH6471* NAD 83(1992)-  29 42 01.71589(N)    090 48 50.84716(W)     ADJUSTED  
 AH6471* NAVD 88     -         3.4  **(meters)      11.   **(feet)  GPS OBS   
 AH6471  **This station is located in a subsidence area (see below).
 AH6471  ___________________________________________________________________
 AH6471  X           -     -78,783.708 (meters)                     COMP
 AH6471  Y           -  -5,544,203.356 (meters)                     COMP
 AH6471  Z           -   3,141,565.517 (meters)                     COMP
 AH6471  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6471  ELLIP HEIGHT-         -22.32  (meters)          (02/21/02) GPS OBS
 AH6471  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6471
 AH6471  HORZ ORDER  -  FIRST
 AH6471  ELLP ORDER  -  FIFTH     CLASS I
 AH6471
 AH6471.The horizontal coordinates were established by GPS observations
 AH6471.and adjusted by the National Geodetic Survey in December 1998..
 AH6471
 AH6471 ** The orthometric height has not been validated since last determined
 AH6471 ** by differential leveling and should not be used for control purposes.
 AH6471 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6471 ** area with valid NAVD 88 orthometric heights.
 AH6471 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6471 ** epoch indicated which incorporates improved geoid heights for the
 AH6471 ** Southern Louisiana Subsidence area.
 AH6471 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6471.The orthometric height was determined by GPS observations and a
 AH6471.high-resolution geoid model.
 AH6471
 AH6471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6471
 AH6471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6471
 AH6471.The ellipsoidal height was determined by GPS observations
 AH6471.and is referenced to NAD 83.
 AH6471
 AH6471.The geoid height was determined by GEOID03.
 AH6471
 AH6471;                    North         East     Units Scale Factor Converg.
 AH6471;SPC LA S     -   133,180.412 1,050,243.096   MT  0.99993940   +0 15 34.6
 AH6471;SPC LA S     -   436,942.74  3,445,672.56   sFT  0.99993940   +0 15 34.6
 AH6471;UTM  15      - 3,287,595.837   711,479.187   MT  1.00015185   +1 05 00.3
 AH6471
 AH6471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6471!SPC LA S     -   1.00000351  x   0.99993940  =   0.99994291
 AH6471!UTM  15      -   1.00000351  x   1.00015185  =   1.00015536
 AH6471
 AH6471:                Primary Azimuth Mark                     Grid Az
 AH6471:SPC LA S     -  LBLAB 17                                 347 17 17.8
 AH6471:UTM  15      -  LBLAB 17                                 346 27 52.1
 AH6471
 AH6471|---------------------------------------------------------------------|
 AH6471| PID    Reference Object                     Distance      Geod. Az  |
 AH6471|                                                           dddmmss.s |
 AH6471| AH6491 LBLAB 17                            APPROX. 0.8 KM 3473252.4 |
 AH6471|---------------------------------------------------------------------|
 AH6471
 AH6471                          SUPERSEDED SURVEY CONTROL
 AH6471
 AH6471  ELLIP H (12/17/98)  -22.29   (m)                       GP(       ) 4 2
 AH6471
 AH6471.Superseded values are not recommended for survey control.
 AH6471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6471.See file dsdata.txt to determine how the superseded data were derived.
 AH6471
 AH6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1147987596(NAD 83)
 AH6471_MARKER: DD = SURVEY DISK
 AH6471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6471_STAMPING: LBLAB 16
 AH6471_MARK LOGO: LA-109
 AH6471_PROJECTION: FLUSH
 AH6471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6471+STABILITY: SURFACE MOTION
 AH6471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6471+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6471
 AH6471  HISTORY     - Date     Condition        Report By
 AH6471  HISTORY     - 1995     MONUMENTED       MPHI
 AH6471
 AH6471                          STATION DESCRIPTION
 AH6471
 AH6471'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6471'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6471'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6471'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6471'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 11.5 MI (18.5 KM) TO
 AH6471'THE STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6471'THE STATION IS 22.5 FT (6.9 M) NORTHEAST OF THE CENTERLINE OF HWY 311,
 AH6471'70.6 FT (21.5 M) EAST OF THE POWER POLE, 82.10 FEET (25.02 M)
 AH6471'SOUTHEAST OF THE PIPELINE VENT (WEST SIDE) FOR LOUISIANA RESOURCES
 AH6471'PIPELINE COMPANY, 70.10 FT (21.37 M) SOUTH OF THE PIPELINE VENT (EAST
 AH6471'SIDE) WITH MILE MARKER NO.11.4, 51.0 FT (15.5 M) SOUTH OF THE 3 INCH
 AH6471'CONCRETE POST, AND 18.0 FT (5.5 M) SOUTHWEST OF THE 5 FT CHAIN LINK
 AH6471'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6491 ***********************************************************************
 AH6491  DESIGNATION -  LBLAB 17
 AH6491  PID         -  AH6491
 AH6491  STATE/COUNTY-  LA/TERREBONNE
 AH6491  USGS QUAD   -  GRAY (1980)
 AH6491
 AH6491                         *CURRENT SURVEY CONTROL
 AH6491  ___________________________________________________________________
 AH6491* NAD 83(1992)-  29 42 25.61897(N)    090 48 56.89335(W)     ADJUSTED  
 AH6491* NAVD 88     -         3.6  **(meters)      12.   **(feet)  GPS OBS   
 AH6491  **This station is located in a subsidence area (see below).
 AH6491  ___________________________________________________________________
 AH6491  X           -     -78,941.034 (meters)                     COMP
 AH6491  Y           -  -5,543,836.574 (meters)                     COMP
 AH6491  Z           -   3,142,204.911 (meters)                     COMP
 AH6491  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6491  ELLIP HEIGHT-         -22.10  (meters)          (02/21/02) GPS OBS
 AH6491  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH6491
 AH6491  HORZ ORDER  -  FIRST
 AH6491  ELLP ORDER  -  FIFTH     CLASS I
 AH6491
 AH6491.The horizontal coordinates were established by GPS observations
 AH6491.and adjusted by the National Geodetic Survey in December 1998..
 AH6491
 AH6491 ** The orthometric height has not been validated since last determined
 AH6491 ** by differential leveling and should not be used for control purposes.
 AH6491 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6491 ** area with valid NAVD 88 orthometric heights.
 AH6491 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6491 ** epoch indicated which incorporates improved geoid heights for the
 AH6491 ** Southern Louisiana Subsidence area.
 AH6491 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6491.The orthometric height was determined by GPS observations and a
 AH6491.high-resolution geoid model.
 AH6491
 AH6491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6491
 AH6491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6491
 AH6491.The ellipsoidal height was determined by GPS observations
 AH6491.and is referenced to NAD 83.
 AH6491
 AH6491.The geoid height was determined by GEOID03.
 AH6491
 AH6491;                    North         East     Units Scale Factor Converg.
 AH6491;SPC LA S     -   133,915.623 1,050,077.251   MT  0.99993880   +0 15 31.6
 AH6491;SPC LA S     -   439,354.84  3,445,128.45   sFT  0.99993880   +0 15 31.6
 AH6491;UTM  15      - 3,288,328.743   711,302.749   MT  1.00015093   +1 04 58.1
 AH6491
 AH6491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6491!SPC LA S     -   1.00000347  x   0.99993880  =   0.99994227
 AH6491!UTM  15      -   1.00000347  x   1.00015093  =   1.00015440
 AH6491
 AH6491:                Primary Azimuth Mark                     Grid Az
 AH6491:SPC LA S     -  LBLAB 18                                 357 18 59.7
 AH6491:UTM  15      -  LBLAB 18                                 356 29 33.2
 AH6491
 AH6491|---------------------------------------------------------------------|
 AH6491| PID    Reference Object                     Distance      Geod. Az  |
 AH6491|                                                           dddmmss.s |
 AH6491| AH6495 LBLAB 18                            APPROX. 0.9 KM 3573431.3 |
 AH6491|---------------------------------------------------------------------|
 AH6491
 AH6491                          SUPERSEDED SURVEY CONTROL
 AH6491
 AH6491  ELLIP H (12/17/98)  -22.07   (m)                       GP(       ) 4 2
 AH6491
 AH6491.Superseded values are not recommended for survey control.
 AH6491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6491.See file dsdata.txt to determine how the superseded data were derived.
 AH6491
 AH6491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1130388329(NAD 83)
 AH6491_MARKER: DD = SURVEY DISK
 AH6491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6491_STAMPING: LBLAB 17
 AH6491_MARK LOGO: LA-109
 AH6491_PROJECTION: FLUSH
 AH6491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6491+STABILITY: SURFACE MOTION
 AH6491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6491+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6491
 AH6491  HISTORY     - Date     Condition        Report By
 AH6491  HISTORY     - 1995     MONUMENTED       MPHI
 AH6491
 AH6491                          STATION DESCRIPTION
 AH6491
 AH6491'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6491'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6491'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6491'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6491'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 12.0 MI (19.3 KM) TO
 AH6491'THE STATION ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6491'THE STATION IS 23.50 FT (7.16 M) EAST OF THE CENTERLINE OF HWY 311,
 AH6491'71.30 FT (21.73 M) NORTHEAST OF THE POWER POLE WITH BRACES, 25.0 FT
 AH6491'(7.6 M) WEST OF THE CENTERLINE OF THE SMALL DITCH, AND 52 FT (15.8 M)
 AH6491'WEST OF THE EDGE OF THE CANE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6495 ***********************************************************************
 AH6495  DESIGNATION -  LBLAB 18
 AH6495  PID         -  AH6495
 AH6495  STATE/COUNTY-  LA/TERREBONNE
 AH6495  USGS QUAD   -  GRAY (1980)
 AH6495
 AH6495                         *CURRENT SURVEY CONTROL
 AH6495  ___________________________________________________________________
 AH6495* NAD 83(1992)-  29 42 56.17633(N)    090 48 58.37563(W)     ADJUSTED  
 AH6495* NAVD 88     -         3.9  **(meters)      13.   **(feet)  GPS OBS   
 AH6495  **This station is located in a subsidence area (see below).
 AH6495  ___________________________________________________________________
 AH6495  X           -     -78,974.235 (meters)                     COMP
 AH6495  Y           -  -5,543,369.972 (meters)                     COMP
 AH6495  Z           -   3,143,022.248 (meters)                     COMP
 AH6495  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6495  ELLIP HEIGHT-         -21.81  (meters)          (02/21/02) GPS OBS
 AH6495  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AH6495
 AH6495  HORZ ORDER  -  FIRST
 AH6495  ELLP ORDER  -  FIFTH     CLASS I
 AH6495
 AH6495.The horizontal coordinates were established by GPS observations
 AH6495.and adjusted by the National Geodetic Survey in December 1998..
 AH6495
 AH6495 ** The orthometric height has not been validated since last determined
 AH6495 ** by differential leveling and should not be used for control purposes.
 AH6495 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6495 ** area with valid NAVD 88 orthometric heights.
 AH6495 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6495 ** epoch indicated which incorporates improved geoid heights for the
 AH6495 ** Southern Louisiana Subsidence area.
 AH6495 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6495.The orthometric height was determined by GPS observations and a
 AH6495.high-resolution geoid model.
 AH6495
 AH6495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6495
 AH6495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6495
 AH6495.The ellipsoidal height was determined by GPS observations
 AH6495.and is referenced to NAD 83.
 AH6495
 AH6495.The geoid height was determined by GEOID03.
 AH6495
 AH6495;                    North         East     Units Scale Factor Converg.
 AH6495;SPC LA S     -   134,856.268 1,050,033.164   MT  0.99993806   +0 15 30.8
 AH6495;SPC LA S     -   442,440.94  3,444,983.81   sFT  0.99993806   +0 15 30.8
 AH6495;UTM  15      - 3,289,268.855   711,245.124   MT  1.00015062   +1 04 58.4
 AH6495
 AH6495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6495!SPC LA S     -   1.00000343  x   0.99993806  =   0.99994149
 AH6495!UTM  15      -   1.00000343  x   1.00015062  =   1.00015405
 AH6495
 AH6495:                Primary Azimuth Mark                     Grid Az
 AH6495:SPC LA S     -  LBLAB 19                                 348 49 50.8
 AH6495:UTM  15      -  LBLAB 19                                 348 00 23.2
 AH6495
 AH6495|---------------------------------------------------------------------|
 AH6495| PID    Reference Object                     Distance      Geod. Az  |
 AH6495|                                                           dddmmss.s |
 AH6495| AH6496 LBLAB 19                            APPROX. 0.7 KM 3490521.6 |
 AH6495|---------------------------------------------------------------------|
 AH6495
 AH6495                          SUPERSEDED SURVEY CONTROL
 AH6495
 AH6495  ELLIP H (12/17/98)  -21.78   (m)                       GP(       ) 4 2
 AH6495
 AH6495.Superseded values are not recommended for survey control.
 AH6495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6495.See file dsdata.txt to determine how the superseded data were derived.
 AH6495
 AH6495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1124589269(NAD 83)
 AH6495_MARKER: DD = SURVEY DISK
 AH6495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6495_STAMPING: LBLAB 18
 AH6495_MARK LOGO: LA-109
 AH6495_PROJECTION: FLUSH
 AH6495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6495+STABILITY: SURFACE MOTION
 AH6495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6495+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6495
 AH6495  HISTORY     - Date     Condition        Report By
 AH6495  HISTORY     - 1995     MONUMENTED       MPHI
 AH6495
 AH6495                          STATION DESCRIPTION
 AH6495
 AH6495'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6495'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6495'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6495'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6495'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 12.6 MI (20.3 KM) TO
 AH6495'THE STATION ON THE RIGHT. THE STATION IS A 2 INCH  DISK IN CONCRETE.
 AH6495'THE STATION IS 23.0 FT (7.0 M) EAST FROM THE CENTERLINE OF HWY 311,
 AH6495'95.70 FT (29.17 M) NORTHEAST OF THE HWY RIGHT-OF-WAY MARKER (SOUTH),
 AH6495'86.0 FT (26.2 M) SOUTHEAST OF THE HWY RIGHT-OF-WAY MARKER (NORTH),
 AH6495'19.0 FT (5.8 M) WEST OF THE CENTERLINE OF THE SMALL DITCH, AND 230.0
 AH6495'FT (70.1 M) SOUTH OF THE CENTERLINE OF THE OVERHEAD HIGH VOLTAGE
 AH6495'LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6496 ***********************************************************************
 AH6496  DESIGNATION -  LBLAB 19
 AH6496  PID         -  AH6496
 AH6496  STATE/COUNTY-  LA/TERREBONNE
 AH6496  USGS QUAD   -  GRAY (1980)
 AH6496
 AH6496                         *CURRENT SURVEY CONTROL
 AH6496  ___________________________________________________________________
 AH6496* NAD 83(1992)-  29 43 19.69552(N)    090 49 03.56966(W)     ADJUSTED  
 AH6496* NAVD 88     -         4.2  **(meters)      14.   **(feet)  GPS OBS   
 AH6496  **This station is located in a subsidence area (see below).
 AH6496  ___________________________________________________________________
 AH6496  X           -     -79,108.704 (meters)                     COMP
 AH6496  Y           -  -5,543,009.228 (meters)                     COMP
 AH6496  Z           -   3,143,651.297 (meters)                     COMP
 AH6496  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6496  ELLIP HEIGHT-         -21.56  (meters)          (02/21/02) GPS OBS
 AH6496  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH6496
 AH6496  HORZ ORDER  -  FIRST
 AH6496  ELLP ORDER  -  FIFTH     CLASS I
 AH6496
 AH6496.The horizontal coordinates were established by GPS observations
 AH6496.and adjusted by the National Geodetic Survey in December 1998..
 AH6496
 AH6496 ** The orthometric height has not been validated since last determined
 AH6496 ** by differential leveling and should not be used for control purposes.
 AH6496 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6496 ** area with valid NAVD 88 orthometric heights.
 AH6496 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6496 ** epoch indicated which incorporates improved geoid heights for the
 AH6496 ** Southern Louisiana Subsidence area.
 AH6496 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6496.The orthometric height was determined by GPS observations and a
 AH6496.high-resolution geoid model.
 AH6496
 AH6496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6496
 AH6496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6496
 AH6496.The ellipsoidal height was determined by GPS observations
 AH6496.and is referenced to NAD 83.
 AH6496
 AH6496.The geoid height was determined by GEOID03.
 AH6496
 AH6496;                    North         East     Units Scale Factor Converg.
 AH6496;SPC LA S     -   135,579.766 1,049,890.311   MT  0.99993750   +0 15 28.2
 AH6496;SPC LA S     -   444,814.62  3,444,515.13   sFT  0.99993750   +0 15 28.2
 AH6496;UTM  15      - 3,289,990.377   711,091.843   MT  1.00014983   +1 04 56.6
 AH6496
 AH6496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6496!SPC LA S     -   1.00000339  x   0.99993750  =   0.99994089
 AH6496!UTM  15      -   1.00000339  x   1.00014983  =   1.00015322
 AH6496
 AH6496:                Primary Azimuth Mark                     Grid Az
 AH6496:SPC LA S     -  LBLAB 18                                 168 49 50.8
 AH6496:UTM  15      -  LBLAB 18                                 168 00 22.4
 AH6496
 AH6496|---------------------------------------------------------------------|
 AH6496| PID    Reference Object                     Distance      Geod. Az  |
 AH6496|                                                           dddmmss.s |
 AH6496| AH6495 LBLAB 18                            APPROX. 0.7 KM 1690519.0 |
 AH6496|---------------------------------------------------------------------|
 AH6496
 AH6496                          SUPERSEDED SURVEY CONTROL
 AH6496
 AH6496  ELLIP H (12/17/98)  -21.53   (m)                       GP(       ) 4 2
 AH6496
 AH6496.Superseded values are not recommended for survey control.
 AH6496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6496.See file dsdata.txt to determine how the superseded data were derived.
 AH6496
 AH6496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1109289990(NAD 83)
 AH6496_MARKER: DD = SURVEY DISK
 AH6496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6496_STAMPING: LBLAB 19
 AH6496_MARK LOGO: LA-109
 AH6496_PROJECTION: FLUSH
 AH6496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6496+STABILITY: SURFACE MOTION
 AH6496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6496+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6496
 AH6496  HISTORY     - Date     Condition        Report By
 AH6496  HISTORY     - 1995     MONUMENTED       MPHI
 AH6496
 AH6496                          STATION DESCRIPTION
 AH6496
 AH6496'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6496'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6496'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6496'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6496'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 12.75 MI (20.52 KM) TO
 AH6496'JUNCTION WITH MAIN PROJECT ROAD. TRAVEL NORTH ON MAIN PROJECT ROAD FOR
 AH6496'0.30 MI (0.48 KM) TO THE STATION OF THE LEFT. THE STATION IS A 2 INCH
 AH6496'DISK IN CONCRETE. THE STATION IS 64.20 FT (19.57 M) SOUTHWEST OF THE
 AH6496'CENTERLINE OF MAIN PROJECT ROAD, 16.50 FT (5.03 M) NORTHWEST OF THE
 AH6496'CENTERLINE OF THE ISLE OF CUBA ROAD, 40.60 FT (12.37 M) SOUTHWEST OF
 AH6496'THE TELEPHONE PED. NO. 530, 62.80 FT (19.14 M) NORTHWEST FROM THE
 AH6496'TELEPHONE PED. NO. 600, AND 14.30 FT (4.36 M) SOUTHEAST FROM THE
 AH6496'CENTERLINE OF THE 30 INCH CONCRETE CULVERT CROSSING THE ISLE OF CUBA
 AH6496'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6506 ***********************************************************************
 AH6506  DESIGNATION -  LBLAB 20
 AH6506  PID         -  AH6506
 AH6506  STATE/COUNTY-  LA/TERREBONNE
 AH6506  USGS QUAD   -  GRAY (1980)
 AH6506
 AH6506                         *CURRENT SURVEY CONTROL
 AH6506  ___________________________________________________________________
 AH6506* NAD 83(1992)-  29 43 48.34271(N)    090 49 09.76886(W)     ADJUSTED  
 AH6506* NAVD 88     -         3.3  **(meters)      11.   **(feet)  GPS OBS   
 AH6506  **This station is located in a subsidence area (see below).
 AH6506  ___________________________________________________________________
 AH6506  X           -     -79,269.031 (meters)                     COMP
 AH6506  Y           -  -5,542,568.739 (meters)                     COMP
 AH6506  Z           -   3,144,416.854 (meters)                     COMP
 AH6506  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6506  ELLIP HEIGHT-         -22.45  (meters)          (02/21/02) GPS OBS
 AH6506  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH6506
 AH6506  HORZ ORDER  -  FIRST
 AH6506  ELLP ORDER  -  FIFTH     CLASS I
 AH6506
 AH6506.The horizontal coordinates were established by GPS observations
 AH6506.and adjusted by the National Geodetic Survey in December 1998..
 AH6506
 AH6506 ** The orthometric height has not been validated since last determined
 AH6506 ** by differential leveling and should not be used for control purposes.
 AH6506 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6506 ** area with valid NAVD 88 orthometric heights.
 AH6506 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6506 ** epoch indicated which incorporates improved geoid heights for the
 AH6506 ** Southern Louisiana Subsidence area.
 AH6506 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6506.The orthometric height was determined by GPS observations and a
 AH6506.high-resolution geoid model.
 AH6506
 AH6506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6506
 AH6506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6506
 AH6506.The ellipsoidal height was determined by GPS observations
 AH6506.and is referenced to NAD 83.
 AH6506
 AH6506.The geoid height was determined by GEOID03.
 AH6506
 AH6506;                    North         East     Units Scale Factor Converg.
 AH6506;SPC LA S     -   136,461.031 1,049,719.757   MT  0.99993684   +0 15 25.1
 AH6506;SPC LA S     -   447,705.90  3,443,955.57   sFT  0.99993684   +0 15 25.1
 AH6506;UTM  15      - 3,290,869.282   710,908.584   MT  1.00014887   +1 04 54.5
 AH6506
 AH6506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6506!SPC LA S     -   1.00000353  x   0.99993684  =   0.99994037
 AH6506!UTM  15      -   1.00000353  x   1.00014887  =   1.00015240
 AH6506
 AH6506                          SUPERSEDED SURVEY CONTROL
 AH6506
 AH6506  ELLIP H (12/17/98)  -22.42   (m)                       GP(       ) 4 2
 AH6506
 AH6506.Superseded values are not recommended for survey control.
 AH6506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6506.See file dsdata.txt to determine how the superseded data were derived.
 AH6506
 AH6506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1090990869(NAD 83)
 AH6506_MARKER: DD = SURVEY DISK
 AH6506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6506_STAMPING: LBLAB 20
 AH6506_MARK LOGO: LA-109
 AH6506_PROJECTION: FLUSH
 AH6506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6506+STABILITY: SURFACE MOTION
 AH6506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6506+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6506
 AH6506  HISTORY     - Date     Condition        Report By
 AH6506  HISTORY     - 1995     MONUMENTED       MPHI
 AH6506
 AH6506                          STATION DESCRIPTION
 AH6506
 AH6506'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6506'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6506'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6506'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6506'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 12.75 MI (20.52 KM) TO
 AH6506'JUNCTION WITH MAIN PROJECT ROAD. TRAVEL NORTH ON MAIN PROJECT ROAD FOR
 AH6506'0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A 2
 AH6506'INCH DISK IN CONCRETE. THE STATION IS 18.80 FT (5.73 M) EAST OF THE
 AH6506'CENTERLINE OF MAIN PROJECT ROAD, 62.30 FT (18.99 M) NORTHEAST OF THE
 AH6506'POWER POLE WITH TRANSFORMER, AND 19.78 FT (6.03 M) SOUTHEAST OF THE
 AH6506'POWER POLE WITH LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6501 ***********************************************************************
 AH6501  DESIGNATION -  LBLAB 21
 AH6501  PID         -  AH6501
 AH6501  STATE/COUNTY-  LA/TERREBONNE
 AH6501  USGS QUAD   -  GRAY (1980)
 AH6501
 AH6501                         *CURRENT SURVEY CONTROL
 AH6501  ___________________________________________________________________
 AH6501* NAD 83(1992)-  29 44 40.46178(N)    090 49 23.19470(W)     ADJUSTED  
 AH6501* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AH6501  **This station is located in a subsidence area (see below).
 AH6501  ___________________________________________________________________
 AH6501  X           -     -79,618.355 (meters)                     COMP
 AH6501  Y           -  -5,541,767.092 (meters)                     COMP
 AH6501  Z           -   3,145,810.007 (meters)                     COMP
 AH6501  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6501  ELLIP HEIGHT-         -23.07  (meters)          (02/21/02) GPS OBS
 AH6501  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH6501
 AH6501  HORZ ORDER  -  FIRST
 AH6501  ELLP ORDER  -  FIFTH     CLASS I
 AH6501
 AH6501.The horizontal coordinates were established by GPS observations
 AH6501.and adjusted by the National Geodetic Survey in December 1998..
 AH6501
 AH6501 ** The orthometric height has not been validated since last determined
 AH6501 ** by differential leveling and should not be used for control purposes.
 AH6501 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6501 ** area with valid NAVD 88 orthometric heights.
 AH6501 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6501 ** epoch indicated which incorporates improved geoid heights for the
 AH6501 ** Southern Louisiana Subsidence area.
 AH6501 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6501.The orthometric height was determined by GPS observations and a
 AH6501.high-resolution geoid model.
 AH6501
 AH6501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6501
 AH6501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6501
 AH6501.The ellipsoidal height was determined by GPS observations
 AH6501.and is referenced to NAD 83.
 AH6501
 AH6501.The geoid height was determined by GEOID03.
 AH6501
 AH6501;                    North         East     Units Scale Factor Converg.
 AH6501;SPC LA S     -   138,064.105 1,049,351.832   MT  0.99993569   +0 15 18.4
 AH6501;SPC LA S     -   452,965.32  3,442,748.47   sFT  0.99993569   +0 15 18.4
 AH6501;UTM  15      - 3,292,467.230   710,517.531   MT  1.00014683   +1 04 49.5
 AH6501
 AH6501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6501!SPC LA S     -   1.00000362  x   0.99993569  =   0.99993931
 AH6501!UTM  15      -   1.00000362  x   1.00014683  =   1.00015045
 AH6501
 AH6501:                Primary Azimuth Mark                     Grid Az
 AH6501:SPC LA S     -  TORI                                     317 22 22.4
 AH6501:UTM  15      -  TORI                                     316 32 51.3
 AH6501
 AH6501|---------------------------------------------------------------------|
 AH6501| PID    Reference Object                     Distance      Geod. Az  |
 AH6501|                                                           dddmmss.s |
 AH6501| AU3281 TORI                                APPROX. 0.5 KM 3173740.8 |
 AH6501|---------------------------------------------------------------------|
 AH6501
 AH6501                          SUPERSEDED SURVEY CONTROL
 AH6501
 AH6501  ELLIP H (12/17/98)  -23.05   (m)                       GP(       ) 4 2
 AH6501
 AH6501.Superseded values are not recommended for survey control.
 AH6501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6501.See file dsdata.txt to determine how the superseded data were derived.
 AH6501
 AH6501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1051892467(NAD 83)
 AH6501_MARKER: DD = SURVEY DISK
 AH6501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6501_STAMPING: LBLAB 21
 AH6501_MARK LOGO: LA-109
 AH6501_PROJECTION: FLUSH
 AH6501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6501+STABILITY: SURFACE MOTION
 AH6501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6501+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6501
 AH6501  HISTORY     - Date     Condition        Report By
 AH6501  HISTORY     - 1995     MONUMENTED       MPHI
 AH6501
 AH6501                          STATION DESCRIPTION
 AH6501
 AH6501'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6501'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6501'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6501'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6501'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 12.75 MI (20.52 KM) TO
 AH6501'MAIN PROJECT ROAD, THEN CONTINUE NORTH FOR 1.90 MI (3.06 KM) TO THE
 AH6501'STATION ON THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6501'STATION IS 20.30 FT (6.19 M) SOUTHWEST FROM THE CENTERLINE OF NORTH
 AH6501'MAIN PROJECT ROAD, 149.0 FT (45.4 M) SOUTH OF THE POWER POLE WITH
 AH6501'LIGHT AND TRANSFORMER, 68.70 FT (20.94 M) SOUTHWEST OF THE POWER POLE,
 AH6501'63.90 FT (19.48 M) WEST OF THE SERVICE POLE, 74.0 FT (22.6 M)
 AH6501'NORTHWEST OF THE TELEPHONE PED. NO. 5-S, AND 20.40 FT (6.22 M)
 AH6501'NORTHEAST OF THE BARB WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6502 ***********************************************************************
 AH6502  DESIGNATION -  LBLAB 22
 AH6502  PID         -  AH6502
 AH6502  STATE/COUNTY-  LA/TERREBONNE
 AH6502  USGS QUAD   -  THIBODAUX (1983)
 AH6502
 AH6502                         *CURRENT SURVEY CONTROL
 AH6502  ___________________________________________________________________
 AH6502* NAD 83(1992)-  29 45 11.64806(N)    090 49 32.19057(W)     ADJUSTED  
 AH6502* NAVD 88     -         3.0  **(meters)      10.   **(feet)  GPS OBS   
 AH6502  **This station is located in a subsidence area (see below).
 AH6502  ___________________________________________________________________
 AH6502  X           -     -79,853.187 (meters)                     COMP
 AH6502  Y           -  -5,541,287.418 (meters)                     COMP
 AH6502  Z           -   3,146,643.846 (meters)                     COMP
 AH6502  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6502  ELLIP HEIGHT-         -22.80  (meters)          (02/21/02) GPS OBS
 AH6502  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AH6502
 AH6502  HORZ ORDER  -  FIRST
 AH6502  ELLP ORDER  -  FIFTH     CLASS I
 AH6502
 AH6502.The horizontal coordinates were established by GPS observations
 AH6502.and adjusted by the National Geodetic Survey in December 1998..
 AH6502
 AH6502 ** The orthometric height has not been validated since last determined
 AH6502 ** by differential leveling and should not be used for control purposes.
 AH6502 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6502 ** area with valid NAVD 88 orthometric heights.
 AH6502 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6502 ** epoch indicated which incorporates improved geoid heights for the
 AH6502 ** Southern Louisiana Subsidence area.
 AH6502 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6502.The orthometric height was determined by GPS observations and a
 AH6502.high-resolution geoid model.
 AH6502
 AH6502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6502
 AH6502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6502
 AH6502.The ellipsoidal height was determined by GPS observations
 AH6502.and is referenced to NAD 83.
 AH6502
 AH6502.The geoid height was determined by GEOID03.
 AH6502
 AH6502;                    North         East     Units Scale Factor Converg.
 AH6502;SPC LA S     -   139,023.222 1,049,105.875   MT  0.99993503   +0 15 13.9
 AH6502;SPC LA S     -   456,112.02  3,441,941.52   sFT  0.99993503   +0 15 13.9
 AH6502;UTM  15      - 3,293,422.905   710,257.728   MT  1.00014548   +1 04 46.1
 AH6502
 AH6502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6502!SPC LA S     -   1.00000358  x   0.99993503  =   0.99993861
 AH6502!UTM  15      -   1.00000358  x   1.00014548  =   1.00014906
 AH6502
 AH6502:                Primary Azimuth Mark                     Grid Az
 AH6502:SPC LA S     -  TORI                                     190 03 44.6
 AH6502:UTM  15      -  TORI                                     189 14 12.4
 AH6502
 AH6502|---------------------------------------------------------------------|
 AH6502| PID    Reference Object                     Distance      Geod. Az  |
 AH6502|                                                           dddmmss.s |
 AH6502| AU3281 TORI                                APPROX. 0.6 KM 1901858.5 |
 AH6502| AH6186 LBLAB 23                            APPROX. 0.8 KM 3561608.6 |
 AH6502|---------------------------------------------------------------------|
 AH6502
 AH6502                          SUPERSEDED SURVEY CONTROL
 AH6502
 AH6502  ELLIP H (12/17/98)  -22.77   (m)                       GP(       ) 4 2
 AH6502
 AH6502.Superseded values are not recommended for survey control.
 AH6502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6502.See file dsdata.txt to determine how the superseded data were derived.
 AH6502
 AH6502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1025893423(NAD 83)
 AH6502_MARKER: DD = SURVEY DISK
 AH6502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6502_STAMPING: LBLAB 22
 AH6502_MARK LOGO: LA-109
 AH6502_PROJECTION: FLUSH
 AH6502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6502+STABILITY: SURFACE MOTION
 AH6502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6502+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6502
 AH6502  HISTORY     - Date     Condition        Report By
 AH6502  HISTORY     - 1995     MONUMENTED       MPHI
 AH6502
 AH6502                          STATION DESCRIPTION
 AH6502
 AH6502'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6502'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6502'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6502'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6502'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 12.75 MI (20.52 KM) TO
 AH6502'JUNCTION WITH MAIN PROJECT ROAD.  TRAVEL NORTH ON MAIN PROJECT ROAD
 AH6502'FOR 2.53 MI (4.07 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A 2
 AH6502'INCH DISK IN CONCRETE. THE STATION IS 21.70 FT (6.61 M) NORTHEAST OF
 AH6502'THE CENTERLINE OF MAIN PROJECT ROAD, 31.0 FT (9.4 M) SOUTH OF THE
 AH6502'CENTERLINE OF THE 30 INCH CULVERT (CONCRETE) ON THE EAST SIDE OF ROAD
 AH6502'(DITCH RUNS NORTH - SOUTH), 22.0 FT (6.7 M) SOUTHWEST OF THE
 AH6502'CENTERLINE OF THE 48 INCH CULVERT (CONCRETE) ON THE EAST SIDE OF THE
 AH6502'ROAD (DITCH RUNS EAST - WEST), 102.0 FT (31.1 M) SOUTHEAST OF THE
 AH6502'CENTERLINE OF THE 48 INCH CULVERT UNDER HWY, AND 12.0 FT (3.7 M)
 AH6502'SOUTHWEST OF THE CENTERLINE OF THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6186 ***********************************************************************
 AH6186  DESIGNATION -  LBLAB 23
 AH6186  PID         -  AH6186
 AH6186  STATE/COUNTY-  LA/TERREBONNE
 AH6186  USGS QUAD   -  THIBODAUX (1983)
 AH6186
 AH6186                         *CURRENT SURVEY CONTROL
 AH6186  ___________________________________________________________________
 AH6186* NAD 83(1992)-  29 45 37.91161(N)    090 49 34.15344(W)     ADJUSTED  
 AH6186* NAVD 88     -         2.3  **(meters)       8.   **(feet)  GPS OBS   
 AH6186  **This station is located in a subsidence area (see below).
 AH6186  ___________________________________________________________________
 AH6186  X           -     -79,900.124 (meters)                     COMP
 AH6186  Y           -  -5,540,884.717 (meters)                     COMP
 AH6186  Z           -   3,147,345.543 (meters)                     COMP
 AH6186  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6186  ELLIP HEIGHT-         -23.51  (meters)          (02/21/02) GPS OBS
 AH6186  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH6186
 AH6186  HORZ ORDER  -  FIRST
 AH6186  ELLP ORDER  -  FIFTH     CLASS I
 AH6186
 AH6186.The horizontal coordinates were established by GPS observations
 AH6186.and adjusted by the National Geodetic Survey in December 1998..
 AH6186
 AH6186 ** The orthometric height has not been validated since last determined
 AH6186 ** by differential leveling and should not be used for control purposes.
 AH6186 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6186 ** area with valid NAVD 88 orthometric heights.
 AH6186 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6186 ** epoch indicated which incorporates improved geoid heights for the
 AH6186 ** Southern Louisiana Subsidence area.
 AH6186 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6186.The orthometric height was determined by GPS observations and a
 AH6186.high-resolution geoid model.
 AH6186
 AH6186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6186
 AH6186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6186
 AH6186.The ellipsoidal height was determined by GPS observations
 AH6186.and is referenced to NAD 83.
 AH6186
 AH6186.The geoid height was determined by GEOID03.
 AH6186
 AH6186;                    North         East     Units Scale Factor Converg.
 AH6186;SPC LA S     -   139,831.614 1,049,049.562   MT  0.99993449   +0 15 12.9
 AH6186;SPC LA S     -   458,764.22  3,441,756.77   sFT  0.99993449   +0 15 12.9
 AH6186;UTM  15      - 3,294,230.572   710,189.757   MT  1.00014513   +1 04 46.0
 AH6186
 AH6186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6186!SPC LA S     -   1.00000369  x   0.99993449  =   0.99993818
 AH6186!UTM  15      -   1.00000369  x   1.00014513  =   1.00014882
 AH6186
 AH6186:                Primary Azimuth Mark                     Grid Az
 AH6186:SPC LA S     -  LBLAB 22                                 176 00 54.7
 AH6186:UTM  15      -  LBLAB 22                                 175 11 21.6
 AH6186
 AH6186|---------------------------------------------------------------------|
 AH6186| PID    Reference Object                     Distance      Geod. Az  |
 AH6186|                                                           dddmmss.s |
 AH6186| AH6502 LBLAB 22                            APPROX. 0.8 KM 1761607.6 |
 AH6186|---------------------------------------------------------------------|
 AH6186
 AH6186                          SUPERSEDED SURVEY CONTROL
 AH6186
 AH6186  ELLIP H (12/17/98)  -23.48   (m)                       GP(       ) 4 2
 AH6186
 AH6186.Superseded values are not recommended for survey control.
 AH6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6186.See file dsdata.txt to determine how the superseded data were derived.
 AH6186
 AH6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1019094231(NAD 83)
 AH6186_MARKER: DD = SURVEY DISK
 AH6186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6186_STAMPING: LBLAB 23
 AH6186_MARK LOGO: LA-109
 AH6186_PROJECTION: FLUSH
 AH6186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6186+STABILITY: SURFACE MOTION
 AH6186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6186+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6186
 AH6186  HISTORY     - Date     Condition        Report By
 AH6186  HISTORY     - 1995     MONUMENTED       MPHI
 AH6186
 AH6186                          STATION DESCRIPTION
 AH6186
 AH6186'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6186'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6186'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6186'HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY 311.
 AH6186'TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 12.75 MI (20.52 KM) TO
 AH6186'JUNCTION WITH MAIN PROJECT ROAD.  TRAVEL NORTH ON MAIN PROJECT ROAD
 AH6186'FOR 3.07 MI (4.94 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A 2
 AH6186'INCH DISK IN CONCRETE. THE STATION IS 77.40 FT (23.59 M) SOUTHEAST OF
 AH6186'THE CENTERLINE OF NORTH MAIN PROJECT ROAD, 21.20 FT (6.46 M) SOUTH OF
 AH6186'THE CENTERLINE OF JULIA ROAD, 77.30 FT (23.56 M) SOUTHEAST OF THE
 AH6186'POWER POLE /TELEPHONE PED., AND 50.60 FT (15.42 M) NORTHWEST OF THE
 AH6186'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6341 ***********************************************************************
 AH6341  DESIGNATION -  LC 1
 AH6341  PID         -  AH6341
 AH6341  STATE/COUNTY-  LA/TERREBONNE
 AH6341  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6341
 AH6341                         *CURRENT SURVEY CONTROL
 AH6341  ___________________________________________________________________
 AH6341* NAD 83(1992)-  29 15 14.28721(N)    090 39 36.43170(W)     ADJUSTED  
 AH6341* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6341  **This station is located in a subsidence area (see below).
 AH6341  ___________________________________________________________________
 AH6341  X           -     -64,161.846 (meters)                     COMP
 AH6341  Y           -  -5,568,746.304 (meters)                     COMP
 AH6341  Z           -   3,098,479.259 (meters)                     COMP
 AH6341  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AH6341  ELLIP HEIGHT-         -23.71  (meters)          (02/21/02) GPS OBS
 AH6341  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AH6341
 AH6341  HORZ ORDER  -  FIRST
 AH6341  ELLP ORDER  -  FIFTH     CLASS I
 AH6341
 AH6341.The horizontal coordinates were established by GPS observations
 AH6341.and adjusted by the National Geodetic Survey in December 1998..
 AH6341
 AH6341 ** The orthometric height has not been validated since last determined
 AH6341 ** by differential leveling and should not be used for control purposes.
 AH6341 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6341 ** area with valid NAVD 88 orthometric heights.
 AH6341 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6341 ** epoch indicated which incorporates improved geoid heights for the
 AH6341 ** Southern Louisiana Subsidence area.
 AH6341 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6341.The orthometric height was determined by GPS observations and a
 AH6341.high-resolution geoid model.
 AH6341
 AH6341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6341
 AH6341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6341
 AH6341.The ellipsoidal height was determined by GPS observations
 AH6341.and is referenced to NAD 83.
 AH6341
 AH6341.The geoid height was determined by GEOID03.
 AH6341
 AH6341;                    North         East     Units Scale Factor Converg.
 AH6341;SPC LA S     -    83,767.717 1,065,436.471   MT  1.00001006   +0 20 11.8
 AH6341;SPC LA S     -   274,827.92  3,495,519.49   sFT  1.00001006   +0 20 11.8
 AH6341;UTM  15      - 3,238,393.407   727,378.089   MT  1.00023801   +1 08 38.2
 AH6341
 AH6341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6341!SPC LA S     -   1.00000372  x   1.00001006  =   1.00001378
 AH6341!UTM  15      -   1.00000372  x   1.00023801  =   1.00024173
 AH6341
 AH6341                          SUPERSEDED SURVEY CONTROL
 AH6341
 AH6341  ELLIP H (12/17/98)  -23.77   (m)                       GP(       ) 4 2
 AH6341
 AH6341.Superseded values are not recommended for survey control.
 AH6341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6341.See file dsdata.txt to determine how the superseded data were derived.
 AH6341
 AH6341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2737838393(NAD 83)
 AH6341_MARKER: DD = SURVEY DISK
 AH6341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6341_STAMPING: LC-1 1993
 AH6341_MARK LOGO: TPCG  
 AH6341_PROJECTION: FLUSH
 AH6341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6341+STABILITY: SURFACE MOTION
 AH6341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6341+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6341
 AH6341  HISTORY     - Date     Condition        Report By
 AH6341  HISTORY     - 1993     MONUMENTED       GSENG
 AH6341
 AH6341                          STATION DESCRIPTION
 AH6341
 AH6341'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6341'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA OUTSIDE OF THE
 AH6341'RIGHT-OF-WAY OF LA. HIGHWAY 56 AT THE ENTRANCE OF LUMCON, (TOWNSHIP 21
 AH6341'SOUTH RANGE 18 EAST SECTION 88).  MONUMENT IS A TERREBONNE PARISH LIS
 AH6341'DISK SET IN CONCRETE FLUSH WITH THE GROUND. MONUMENT IS 70.4 FT (21.5
 AH6341'M) WEST OF THE CENTERLINE OF LA. HIGHWAY 56, 73.4 FT (22.4 M)
 AH6341'NORTHWEST OF A NAIL/SHINER IN POLE NO. 274, 15.6 FT (4.8 M) SOUTHEAST
 AH6341'OF THE SOUTHEAST CORNER OF A CONCRETE SLAB FOR A STEEL GATE, 33.8 FT
 AH6341'(10.3 M) SOUTH OF THE SOUTHEAST CORNER OF THE LUMCON SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6342 ***********************************************************************
 AH6342  DESIGNATION -  LC 1 AZ MK
 AH6342  PID         -  AH6342
 AH6342  STATE/COUNTY-  LA/TERREBONNE
 AH6342  USGS QUAD   -  COCODRIE (1994)
 AH6342
 AH6342                         *CURRENT SURVEY CONTROL
 AH6342  ___________________________________________________________________
 AH6342* NAD 83(1992)-  29 14 54.92462(N)    090 39 41.35008(W)     ADJUSTED  
 AH6342* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6342  **This station is located in a subsidence area (see below).
 AH6342  ___________________________________________________________________
 AH6342  X           -     -64,297.996 (meters)                     COMP
 AH6342  Y           -  -5,569,036.030 (meters)                     COMP
 AH6342  Z           -   3,097,959.112 (meters)                     COMP
 AH6342  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AH6342  ELLIP HEIGHT-         -23.74  (meters)          (02/21/02) GPS OBS
 AH6342  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AH6342
 AH6342  HORZ ORDER  -  FIRST
 AH6342  ELLP ORDER  -  FIFTH     CLASS I
 AH6342
 AH6342.The horizontal coordinates were established by GPS observations
 AH6342.and adjusted by the National Geodetic Survey in December 1998..
 AH6342
 AH6342 ** The orthometric height has not been validated since last determined
 AH6342 ** by differential leveling and should not be used for control purposes.
 AH6342 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6342 ** area with valid NAVD 88 orthometric heights.
 AH6342 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6342 ** epoch indicated which incorporates improved geoid heights for the
 AH6342 ** Southern Louisiana Subsidence area.
 AH6342 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6342.The orthometric height was determined by GPS observations and a
 AH6342.high-resolution geoid model.
 AH6342
 AH6342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6342
 AH6342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6342
 AH6342.The ellipsoidal height was determined by GPS observations
 AH6342.and is referenced to NAD 83.
 AH6342
 AH6342.The geoid height was determined by GEOID03.
 AH6342
 AH6342;                    North         East     Units Scale Factor Converg.
 AH6342;SPC LA S     -    83,170.790 1,065,307.172   MT  1.00001128   +0 20 09.4
 AH6342;SPC LA S     -   272,869.50  3,495,095.28   sFT  1.00001128   +0 20 09.4
 AH6342;UTM  15      - 3,237,794.581   727,257.184   MT  1.00023733   +1 08 35.1
 AH6342
 AH6342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6342!SPC LA S     -   1.00000373  x   1.00001128  =   1.00001501
 AH6342!UTM  15      -   1.00000373  x   1.00023733  =   1.00024106
 AH6342
 AH6342|---------------------------------------------------------------------|
 AH6342| PID    Reference Object                     Distance      Geod. Az  |
 AH6342|                                                           dddmmss.s |
 AH6342| AU3559 LITTLER 2                           237.465 METERS 18114     |
 AH6342|---------------------------------------------------------------------|
 AH6342
 AH6342                          SUPERSEDED SURVEY CONTROL
 AH6342
 AH6342  ELLIP H (12/17/98)  -23.79   (m)                       GP(       ) 4 2
 AH6342
 AH6342.Superseded values are not recommended for survey control.
 AH6342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6342.See file dsdata.txt to determine how the superseded data were derived.
 AH6342
 AH6342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2725737795(NAD 83)
 AH6342_MARKER: DD = SURVEY DISK
 AH6342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6342_STAMPING: LC-1 AZ MK 1993
 AH6342_MARK LOGO: TPCG  
 AH6342_PROJECTION: FLUSH
 AH6342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6342+STABILITY: SURFACE MOTION
 AH6342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6342+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6342
 AH6342  HISTORY     - Date     Condition        Report By
 AH6342  HISTORY     - 1993     MONUMENTED       GSENG
 AH6342
 AH6342                          STATION DESCRIPTION
 AH6342
 AH6342'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6342'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6342'LA. HIGHWAY 56, (TOWNSHIP 21 SOUTH RANGE 18 EAST SECTION 86). MONUMENT
 AH6342'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 AH6342'MONUMENT IS 20.31 FT (6.19 M) EAST OF THE CENTERLINE OF LA. HIGHWAY
 AH6342'56, 121.2 FT (36.9 M) SOUTH OF SHRIMP STREET, 113.84 FT (34.70 M)
 AH6342'SOUTHEAST OF A 8 INCH SPIKE IN POWER POLE NO. 279, 25.5 FT (7.8 M)
 AH6342'SOUTHWEST OF A FIRE HYDRANT, 168.83 FT (51.46 M) NORTHEAST OF A 60D
 AH6342'NAIL IN POWER POLE NO. 208.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6359 ***********************************************************************
 AH6359  DESIGNATION -  LC 4
 AH6359  PID         -  AH6359
 AH6359  STATE/COUNTY-  LA/TERREBONNE
 AH6359  USGS QUAD   -  MONTEGUT (1994)
 AH6359
 AH6359                         *CURRENT SURVEY CONTROL
 AH6359  ___________________________________________________________________
 AH6359* NAD 83(1992)-  29 23 07.09937(N)    090 37 12.53565(W)     ADJUSTED  
 AH6359* NAVD 88     -         2.3  **(meters)       8.   **(feet)  GPS OBS   
 AH6359  **This station is located in a subsidence area (see below).
 AH6359  ___________________________________________________________________
 AH6359  X           -     -60,199.775 (meters)                     COMP
 AH6359  Y           -  -5,561,662.588 (meters)                     COMP
 AH6359  Z           -   3,111,172.459 (meters)                     COMP
 AH6359  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6359  ELLIP HEIGHT-         -22.60  (meters)          (02/21/02) GPS OBS
 AH6359  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AH6359
 AH6359  HORZ ORDER  -  FIRST
 AH6359  ELLP ORDER  -  FIFTH     CLASS I
 AH6359
 AH6359.The horizontal coordinates were established by GPS observations
 AH6359.and adjusted by the National Geodetic Survey in December 1998..
 AH6359
 AH6359 ** The orthometric height has not been validated since last determined
 AH6359 ** by differential leveling and should not be used for control purposes.
 AH6359 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6359 ** area with valid NAVD 88 orthometric heights.
 AH6359 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6359 ** epoch indicated which incorporates improved geoid heights for the
 AH6359 ** Southern Louisiana Subsidence area.
 AH6359 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6359.The orthometric height was determined by GPS observations and a
 AH6359.high-resolution geoid model.
 AH6359
 AH6359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6359
 AH6359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6359
 AH6359.The ellipsoidal height was determined by GPS observations
 AH6359.and is referenced to NAD 83.
 AH6359
 AH6359.The geoid height was determined by GEOID03.
 AH6359
 AH6359;                    North         East     Units Scale Factor Converg.
 AH6359;SPC LA S     -    98,348.382 1,069,231.021   MT  0.99998304   +0 21 23.8
 AH6359;SPC LA S     -   322,664.65  3,507,968.77   sFT  0.99998304   +0 21 23.8
 AH6359;UTM  15      - 3,253,029.912   730,967.172   MT  1.00025829   +1 10 05.8
 AH6359
 AH6359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6359!SPC LA S     -   1.00000355  x   0.99998304  =   0.99998659
 AH6359!UTM  15      -   1.00000355  x   1.00025829  =   1.00026184
 AH6359
 AH6359                          SUPERSEDED SURVEY CONTROL
 AH6359
 AH6359  ELLIP H (12/17/98)  -22.58   (m)                       GP(       ) 4 2
 AH6359
 AH6359.Superseded values are not recommended for survey control.
 AH6359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6359.See file dsdata.txt to determine how the superseded data were derived.
 AH6359
 AH6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3096753030(NAD 83)
 AH6359_MARKER: DD = SURVEY DISK
 AH6359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6359_STAMPING: LC-4 1993
 AH6359_MARK LOGO: TPCG  
 AH6359_PROJECTION: FLUSH
 AH6359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6359+STABILITY: SURFACE MOTION
 AH6359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6359+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6359
 AH6359  HISTORY     - Date     Condition        Report By
 AH6359  HISTORY     - 1993     MONUMENTED       GSENG
 AH6359
 AH6359                          STATION DESCRIPTION
 AH6359
 AH6359'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6359'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6359'LA. HIGHWAY 56, (TOWNSHIP 19 SOUTH RANGE 18 EAST SECTION 95). MONUMENT
 AH6359'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 AH6359'MONUMENT IS 164.2 FT (50.0 M) SOUTH OF THE SOUTHERN EDGE OF BOUDREAUX
 AH6359'CANAL BRIDGE, 256.0 FT (78.0 M) NORTH OF THE CENTERLINE OF TAVE
 AH6359'STREET, 18.35 FT (5.59 M) EAST THE CENTERLINE OF LA. HIGHWAY 56, 51.0
 AH6359'FT (15.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR
 AH6359'THE WEST CROSS ARM BARRICADE, 32.6 FT (9.9 M) SOUTH OF THE SOUTHWEST
 AH6359'CORNER OF THE CONCRETE BASE FOR THE EAST CROSS ARM BARRICADE, 166.95
 AH6359'FT (50.89 M) SOUTHEAST OF THE U.S.C. AND G.S. BENCH MARK S-233.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6360 ***********************************************************************
 AH6360  DESIGNATION -  LC 4 AZ MK
 AH6360  PID         -  AH6360
 AH6360  STATE/COUNTY-  LA/TERREBONNE
 AH6360  USGS QUAD   -  MONTEGUT (1994)
 AH6360
 AH6360                         *CURRENT SURVEY CONTROL
 AH6360  ___________________________________________________________________
 AH6360* NAD 83(1992)-  29 22 45.72710(N)    090 37 23.73306(W)     ADJUSTED  
 AH6360* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6360  **This station is located in a subsidence area (see below).
 AH6360  ___________________________________________________________________
 AH6360  X           -     -60,505.200 (meters)                     COMP
 AH6360  Y           -  -5,561,981.243 (meters)                     COMP
 AH6360  Z           -   3,110,598.557 (meters)                     COMP
 AH6360  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6360  ELLIP HEIGHT-         -23.64  (meters)          (02/21/02) GPS OBS
 AH6360  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH6360
 AH6360  HORZ ORDER  -  FIRST
 AH6360  ELLP ORDER  -  FIFTH     CLASS I
 AH6360
 AH6360.The horizontal coordinates were established by GPS observations
 AH6360.and adjusted by the National Geodetic Survey in December 1998..
 AH6360
 AH6360 ** The orthometric height has not been validated since last determined
 AH6360 ** by differential leveling and should not be used for control purposes.
 AH6360 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6360 ** area with valid NAVD 88 orthometric heights.
 AH6360 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6360 ** epoch indicated which incorporates improved geoid heights for the
 AH6360 ** Southern Louisiana Subsidence area.
 AH6360 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6360.The orthometric height was determined by GPS observations and a
 AH6360.high-resolution geoid model.
 AH6360
 AH6360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6360
 AH6360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6360
 AH6360.The ellipsoidal height was determined by GPS observations
 AH6360.and is referenced to NAD 83.
 AH6360
 AH6360.The geoid height was determined by GEOID03.
 AH6360
 AH6360;                    North         East     Units Scale Factor Converg.
 AH6360;SPC LA S     -    97,688.490 1,068,933.167   MT  0.99998415   +0 21 18.2
 AH6360;SPC LA S     -   320,499.65  3,506,991.57   sFT  0.99998415   +0 21 18.2
 AH6360;UTM  15      - 3,252,365.685   730,678.616   MT  1.00025665   +1 09 59.5
 AH6360
 AH6360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6360!SPC LA S     -   1.00000371  x   0.99998415  =   0.99998786
 AH6360!UTM  15      -   1.00000371  x   1.00025665  =   1.00026036
 AH6360
 AH6360                          SUPERSEDED SURVEY CONTROL
 AH6360
 AH6360  ELLIP H (12/17/98)  -23.63   (m)                       GP(       ) 4 2
 AH6360
 AH6360.Superseded values are not recommended for survey control.
 AH6360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6360.See file dsdata.txt to determine how the superseded data were derived.
 AH6360
 AH6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3067952366(NAD 83)
 AH6360_MARKER: DD = SURVEY DISK
 AH6360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6360_STAMPING: LC-4 AZ MK 1993
 AH6360_MARK LOGO: TPCG  
 AH6360_PROJECTION: FLUSH
 AH6360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6360+STABILITY: SURFACE MOTION
 AH6360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6360+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6360
 AH6360  HISTORY     - Date     Condition        Report By
 AH6360  HISTORY     - 1993     MONUMENTED       GSENG
 AH6360
 AH6360                          STATION DESCRIPTION
 AH6360
 AH6360'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6360'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA NEAR THE RIGHT-OF-WAY
 AH6360'LINE OF LA. HIGHWAY 56, (TOWNSHIP 19 SOUTH RANGE 18 EAST SECTION 29).
 AH6360'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6360'THE GROUND. MONUMENT IS ABOUT 0.48 MI (0.77 KM) SOUTH OF THE SOUTHERN
 AH6360'EDGE OF THE BOUDREAUX CANAL BRIDGE, 10.6 FT (3.2 M) SOUTH OF THE
 AH6360'CENTERLINE OF A SHELL ROAD LEADING WEST TO A TANK BATTERY SITE, 44.2
 AH6360'FT (13.5 M) WEST OF THE CENTERLINE OF LA. HIGHWAY 56, 92.45 FT (28.18
 AH6360'M) SOUTHEAST OF A NAIL/SHINER IN A LIGHT POLE, 83.3 FT (25.4 M)
 AH6360'NORTHWEST OF TELEPHONE PEDESTAL NO. 191 1/2, 119.45 FT (36.41 M) NORTH
 AH6360'NORTHWEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6304 ***********************************************************************
 AH6304  DESIGNATION -  LC 6
 AH6304  PID         -  AH6304
 AH6304  STATE/COUNTY-  LA/TERREBONNE
 AH6304  USGS QUAD   -  BOURG (1974)
 AH6304
 AH6304                         *CURRENT SURVEY CONTROL
 AH6304  ___________________________________________________________________
 AH6304* NAD 83(1992)-  29 30 30.61043(N)    090 35 11.50732(W)     ADJUSTED  
 AH6304* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6304  **This station is located in a subsidence area (see below).
 AH6304  ___________________________________________________________________
 AH6304  X           -     -56,867.661 (meters)                     COMP
 AH6304  Y           -  -5,554,983.014 (meters)                     COMP
 AH6304  Z           -   3,123,063.312 (meters)                     COMP
 AH6304  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6304  ELLIP HEIGHT-         -23.74  (meters)          (02/21/02) GPS OBS
 AH6304  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH6304
 AH6304  HORZ ORDER  -  FIRST
 AH6304  ELLP ORDER  -  FIFTH     CLASS I
 AH6304
 AH6304.The horizontal coordinates were established by GPS observations
 AH6304.and adjusted by the National Geodetic Survey in December 1998..
 AH6304
 AH6304 ** The orthometric height has not been validated since last determined
 AH6304 ** by differential leveling and should not be used for control purposes.
 AH6304 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6304 ** area with valid NAVD 88 orthometric heights.
 AH6304 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6304 ** epoch indicated which incorporates improved geoid heights for the
 AH6304 ** Southern Louisiana Subsidence area.
 AH6304 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6304.The orthometric height was determined by GPS observations and a
 AH6304.high-resolution geoid model.
 AH6304
 AH6304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6304
 AH6304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6304
 AH6304.The ellipsoidal height was determined by GPS observations
 AH6304.and is referenced to NAD 83.
 AH6304
 AH6304.The geoid height was determined by GEOID03.
 AH6304
 AH6304;                    North         East     Units Scale Factor Converg.
 AH6304;SPC LA S     -   112,024.109 1,072,405.479   MT  0.99996241   +0 22 24.3
 AH6304;SPC LA S     -   367,532.43  3,518,383.64   sFT  0.99996241   +0 22 24.3
 AH6304;UTM  15      - 3,266,753.385   733,947.960   MT  1.00027538   +1 11 21.5
 AH6304
 AH6304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6304!SPC LA S     -   1.00000373  x   0.99996241  =   0.99996614
 AH6304!UTM  15      -   1.00000373  x   1.00027538  =   1.00027911
 AH6304
 AH6304                          SUPERSEDED SURVEY CONTROL
 AH6304
 AH6304  ELLIP H (12/17/98)  -23.71   (m)                       GP(       ) 4 2
 AH6304
 AH6304.Superseded values are not recommended for survey control.
 AH6304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6304.See file dsdata.txt to determine how the superseded data were derived.
 AH6304
 AH6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3394866753(NAD 83)
 AH6304_MARKER: DD = SURVEY DISK
 AH6304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6304_STAMPING: LC-6 1993
 AH6304_MARK LOGO: TPCG  
 AH6304_PROJECTION: FLUSH
 AH6304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6304+STABILITY: SURFACE MOTION
 AH6304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6304+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6304
 AH6304  HISTORY     - Date     Condition        Report By
 AH6304  HISTORY     - 1993     MONUMENTED       GSENG
 AH6304
 AH6304                          STATION DESCRIPTION
 AH6304
 AH6304'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6304'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA NEAR THE
 AH6304'RIGHT-OF-WAY LINE OF LA. HIGHWAY 56, (TOWNSHIP 18 SOUTH RANGE 18 EAST
 AH6304'SECTION 34).  MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE
 AH6304'FLUSH WITH THE GROUND AND 6 INCH BELOW THE SHOULDER OF THE HIGHWAY.
 AH6304'MONUMENT IS 160.0 FT (48.8 M) NORTHWEST OF BAYOU NEUF ROAD, 25.63 FT
 AH6304'(7.81 M) SOUTHWEST OF THE CENTERLINE OF LA. HIGHWAY 56, 79.55 FT
 AH6304'(24.25 M) WEST NORTHWEST OF THE NORTH CORNER OF A 4 FT CHAIN LINK
 AH6304'FENCE AROUND LA TROUVAILLE 164.74 FT (50.21 M) SOUTHEAST OF A NAIL/
 AH6304'SHINER IN LIGHT POLE NO. 234, 101.23 FT (30.85 M) NORTHWEST OF A NAIL/
 AH6304'SHINER IN POWER POLE NO. 235.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6305 ***********************************************************************
 AH6305  DESIGNATION -  LC 6 AZ MK
 AH6305  PID         -  AH6305
 AH6305  STATE/COUNTY-  LA/TERREBONNE
 AH6305  USGS QUAD   -  BOURG (1974)
 AH6305
 AH6305                         *CURRENT SURVEY CONTROL
 AH6305  ___________________________________________________________________
 AH6305* NAD 83(1992)-  29 30 53.24149(N)    090 35 25.70240(W)     ADJUSTED  
 AH6305* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6305  **This station is located in a subsidence area (see below).
 AH6305  ___________________________________________________________________
 AH6305  X           -     -57,246.418 (meters)                     COMP
 AH6305  Y           -  -5,554,636.065 (meters)                     COMP
 AH6305  Z           -   3,123,669.832 (meters)                     COMP
 AH6305  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6305  ELLIP HEIGHT-         -23.50  (meters)          (02/21/02) GPS OBS
 AH6305  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AH6305
 AH6305  HORZ ORDER  -  FIRST
 AH6305  ELLP ORDER  -  FIFTH     CLASS I
 AH6305
 AH6305.The horizontal coordinates were established by GPS observations
 AH6305.and adjusted by the National Geodetic Survey in December 1998..
 AH6305
 AH6305 ** The orthometric height has not been validated since last determined
 AH6305 ** by differential leveling and should not be used for control purposes.
 AH6305 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6305 ** area with valid NAVD 88 orthometric heights.
 AH6305 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6305 ** epoch indicated which incorporates improved geoid heights for the
 AH6305 ** Southern Louisiana Subsidence area.
 AH6305 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6305.The orthometric height was determined by GPS observations and a
 AH6305.high-resolution geoid model.
 AH6305
 AH6305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6305
 AH6305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6305
 AH6305.The ellipsoidal height was determined by GPS observations
 AH6305.and is referenced to NAD 83.
 AH6305
 AH6305.The geoid height was determined by GEOID03.
 AH6305
 AH6305;                    North         East     Units Scale Factor Converg.
 AH6305;SPC LA S     -   112,718.394 1,072,018.671   MT  0.99996148   +0 22 17.2
 AH6305;SPC LA S     -   369,810.26  3,517,114.59   sFT  0.99996148   +0 22 17.2
 AH6305;UTM  15      - 3,267,442.306   733,551.179   MT  1.00027309   +1 11 15.3
 AH6305
 AH6305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6305!SPC LA S     -   1.00000369  x   0.99996148  =   0.99996517
 AH6305!UTM  15      -   1.00000369  x   1.00027309  =   1.00027678
 AH6305
 AH6305                          SUPERSEDED SURVEY CONTROL
 AH6305
 AH6305  ELLIP H (12/17/98)  -23.46   (m)                       GP(       ) 4 2
 AH6305
 AH6305.Superseded values are not recommended for survey control.
 AH6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6305.See file dsdata.txt to determine how the superseded data were derived.
 AH6305
 AH6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3355167442(NAD 83)
 AH6305_MARKER: DD = SURVEY DISK
 AH6305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6305_STAMPING: LC-6 AZ MK 1993
 AH6305_MARK LOGO: TPCG  
 AH6305_PROJECTION: FLUSH
 AH6305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6305+STABILITY: SURFACE MOTION
 AH6305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6305+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6305
 AH6305  HISTORY     - Date     Condition        Report By
 AH6305  HISTORY     - 1993     MONUMENTED       GSENG
 AH6305
 AH6305                          STATION DESCRIPTION
 AH6305
 AH6305'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6305'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6305'OF LA. HIGHWAY 56, (TOWNSHIP 18 SOUTH RANGE 18 EAST SECTION 36).
 AH6305'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6305'THE GROUND AND 6 INCH BELOW THE SHOULDER OF THE HIGHWAY. MONUMENT IS
 AH6305'65.8 FT (20.1 M) NORTH OF THE CENTERLINE OF GLENN STREET, 22.38 FT
 AH6305'(6.82 M) NORTHEAST OF THE CENTERLINE OF LA. HIGHWAY 56, 65.6 FT(20.0
 AH6305'M) SOUTH OF A 33 INCH PECAN TREE, 36.72 FT (11.19 M) NORTHWEST OF A
 AH6305'NAIL/SHINER IN A POWER POLE, 67.05 FT (20.44 M) EAST OF THE BEGINNING
 AH6305'OF A 4 FT CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6395 ***********************************************************************
 AH6395  DESIGNATION -  LCB 01
 AH6395  PID         -  AH6395
 AH6395  STATE/COUNTY-  LA/TERREBONNE
 AH6395  USGS QUAD   -  HOUMA (1980)
 AH6395
 AH6395                         *CURRENT SURVEY CONTROL
 AH6395  ___________________________________________________________________
 AH6395* NAD 83(1992)-  29 34 10.86086(N)    090 39 15.15671(W)     ADJUSTED  
 AH6395* NAVD 88     -         3.5  **(meters)      11.   **(feet)  GPS OBS   
 AH6395  **This station is located in a subsidence area (see below).
 AH6395  ___________________________________________________________________
 AH6395  X           -     -63,391.263 (meters)                     COMP
 AH6395  Y           -  -5,551,570.388 (meters)                     COMP
 AH6395  Z           -   3,128,964.292 (meters)                     COMP
 AH6395  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6395  ELLIP HEIGHT-         -21.88  (meters)          (02/21/02) GPS OBS
 AH6395  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH6395
 AH6395  HORZ ORDER  -  FIRST
 AH6395  ELLP ORDER  -  FIFTH     CLASS I
 AH6395
 AH6395.The horizontal coordinates were established by GPS observations
 AH6395.and adjusted by the National Geodetic Survey in December 1998..
 AH6395
 AH6395 ** The orthometric height has not been validated since last determined
 AH6395 ** by differential leveling and should not be used for control purposes.
 AH6395 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6395 ** area with valid NAVD 88 orthometric heights.
 AH6395 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6395 ** epoch indicated which incorporates improved geoid heights for the
 AH6395 ** Southern Louisiana Subsidence area.
 AH6395 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6395.The orthometric height was determined by GPS observations and a
 AH6395.high-resolution geoid model.
 AH6395
 AH6395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6395
 AH6395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6395
 AH6395.The ellipsoidal height was determined by GPS observations
 AH6395.and is referenced to NAD 83.
 AH6395
 AH6395.The geoid height was determined by GEOID03.
 AH6395
 AH6395;                    North         East     Units Scale Factor Converg.
 AH6395;SPC LA S     -   118,764.432 1,065,803.496   MT  0.99995387   +0 20 22.5
 AH6395;SPC LA S     -   389,646.31  3,496,723.64   sFT  0.99995387   +0 20 22.5
 AH6395;UTM  15      - 3,273,400.842   727,248.515   MT  1.00023724   +1 09 29.2
 AH6395
 AH6395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6395!SPC LA S     -   1.00000344  x   0.99995387  =   0.99995731
 AH6395!UTM  15      -   1.00000344  x   1.00023724  =   1.00024068
 AH6395
 AH6395                          SUPERSEDED SURVEY CONTROL
 AH6395
 AH6395  ELLIP H (12/17/98)  -21.83   (m)                       GP(       ) 4 2
 AH6395
 AH6395.Superseded values are not recommended for survey control.
 AH6395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6395.See file dsdata.txt to determine how the superseded data were derived.
 AH6395
 AH6395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2724973401(NAD 83)
 AH6395_MARKER: DD = SURVEY DISK
 AH6395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6395_STAMPING: LCB 01
 AH6395_MARK LOGO: LA-109
 AH6395_PROJECTION: FLUSH
 AH6395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6395+STABILITY: SURFACE MOTION
 AH6395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6395+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6395
 AH6395  HISTORY     - Date     Condition        Report By
 AH6395  HISTORY     - 1995     MONUMENTED       MPHI
 AH6395
 AH6395                          STATION DESCRIPTION
 AH6395
 AH6395'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6395'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6395'24 FOR 5.0 MI (8.0 KM) TO TERMINAL ROAD AND THE STATION IS ON THE
 AH6395'RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 47.70
 AH6395'FT (14.54 M) SOUTHWEST FROM THE CENTERLINE OF HWY 24, 29.0 FT (8.8 M)
 AH6395'SOUTHEAST FROM THE CENTERLINE OF TERMINAL ROAD, 26.70 FT (8.14 M)
 AH6395'NORTHEAST FROM THE POWER POLE WITH 2-LIGHTS AND ELECTRIC METER, 64.10
 AH6395'FT (19.54 M) NORTH FROM THE 8 INCH WATER METER, 37.30 FT (11.37 M)
 AH6395'NORTHEAST FROM THE NORTHEAST POST FOR THE AIRPORT SIGN, 58.50 FT
 AH6395'(17.83 M) SOUTHEAST FROM THE POWER POLE WITH UNDERGROUND LINES COMING
 AH6395'INTO THE POLE, 56.50 FT (17.22 M) SOUTHEAST FROM THE POWER POLE, AND
 AH6395'62.3 FT (19.0 M) SOUTH FROM TELEPHONE PED.NO.08.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6318 ***********************************************************************
 AH6318  DESIGNATION -  LCB 02
 AH6318  PID         -  AH6318
 AH6318  STATE/COUNTY-  LA/TERREBONNE
 AH6318  USGS QUAD   -  BOURG (1974)
 AH6318
 AH6318                         *CURRENT SURVEY CONTROL
 AH6318  ___________________________________________________________________
 AH6318* NAD 83(1992)-  29 32 04.61348(N)    090 36 47.47733(W)     ADJUSTED  
 AH6318* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6318  **This station is located in a subsidence area (see below).
 AH6318  ___________________________________________________________________
 AH6318  X           -     -59,436.993 (meters)                     COMP
 AH6318  Y           -  -5,553,530.100 (meters)                     COMP
 AH6318  Z           -   3,125,582.041 (meters)                     COMP
 AH6318  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6318  ELLIP HEIGHT-         -23.44  (meters)          (02/21/02) GPS OBS
 AH6318  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH6318
 AH6318  HORZ ORDER  -  FIRST
 AH6318  ELLP ORDER  -  FIFTH     CLASS I
 AH6318
 AH6318.The horizontal coordinates were established by GPS observations
 AH6318.and adjusted by the National Geodetic Survey in December 1998..
 AH6318
 AH6318 ** The orthometric height has not been validated since last determined
 AH6318 ** by differential leveling and should not be used for control purposes.
 AH6318 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6318 ** area with valid NAVD 88 orthometric heights.
 AH6318 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6318 ** epoch indicated which incorporates improved geoid heights for the
 AH6318 ** Southern Louisiana Subsidence area.
 AH6318 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6318.The orthometric height was determined by GPS observations and a
 AH6318.high-resolution geoid model.
 AH6318
 AH6318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6318
 AH6318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6318
 AH6318.The ellipsoidal height was determined by GPS observations
 AH6318.and is referenced to NAD 83.
 AH6318
 AH6318.The geoid height was determined by GEOID03.
 AH6318
 AH6318;                    North         East     Units Scale Factor Converg.
 AH6318;SPC LA S     -   114,901.758 1,069,802.697   MT  0.99995863   +0 21 36.3
 AH6318;SPC LA S     -   376,973.52  3,509,844.35   sFT  0.99995863   +0 21 36.3
 AH6318;UTM  15      - 3,269,594.527   731,303.624   MT  1.00026019   +1 10 37.6
 AH6318
 AH6318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6318!SPC LA S     -   1.00000368  x   0.99995863  =   0.99996231
 AH6318!UTM  15      -   1.00000368  x   1.00026019  =   1.00026387
 AH6318
 AH6318                          SUPERSEDED SURVEY CONTROL
 AH6318
 AH6318  ELLIP H (12/17/98)  -23.39   (m)                       GP(       ) 4 2
 AH6318
 AH6318.Superseded values are not recommended for survey control.
 AH6318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6318.See file dsdata.txt to determine how the superseded data were derived.
 AH6318
 AH6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3130469595(NAD 83)
 AH6318_MARKER: DD = SURVEY DISK
 AH6318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6318_STAMPING: LCB 02
 AH6318_MARK LOGO: LA-109
 AH6318_PROJECTION: FLUSH
 AH6318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6318+STABILITY: SURFACE MOTION
 AH6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6318+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6318
 AH6318  HISTORY     - Date     Condition        Report By
 AH6318  HISTORY     - 1995     MONUMENTED       MPHI
 AH6318
 AH6318                          STATION DESCRIPTION
 AH6318
 AH6318'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6318'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6318'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6318'56 FOR 2.95 MI (4.75 KM) AND THE STATION IS ON THE LEFT.  THE STATION
 AH6318'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 28.40 FT (8.66 M) NORTH
 AH6318'FROM THE CENTERLINE OF HWY 56, 18.30 FT (5.58 M) SOUTHEAST FROM THE
 AH6318'POWER POLE NO.180, 40.50 FT (12.34 M) SOUTH FROM THE EDGE OF BAYOU
 AH6318'LITTLE CAILLOU, 54.0 FT (16.5 M) WEST FROM THE SOUTHWEST CORNER OF
 AH6318'BILLS WRECKER SERVICE METAL BUILDING, AND 67.30 FT (20.51 M) NORTHEAST
 AH6318'FROM THE SERVICE POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6314 ***********************************************************************
 AH6314  DESIGNATION -  LCB 03
 AH6314  PID         -  AH6314
 AH6314  STATE/COUNTY-  LA/TERREBONNE
 AH6314  USGS QUAD   -  BOURG (1974)
 AH6314
 AH6314                         *CURRENT SURVEY CONTROL
 AH6314  ___________________________________________________________________
 AH6314* NAD 83(1992)-  29 31 41.47668(N)    090 35 56.58327(W)     ADJUSTED  
 AH6314* NAVD 88     -         2.9  **(meters)      10.   **(feet)  GPS OBS   
 AH6314  **This station is located in a subsidence area (see below).
 AH6314  ___________________________________________________________________
 AH6314  X           -     -58,070.387 (meters)                     COMP
 AH6314  Y           -  -5,553,896.703 (meters)                     COMP
 AH6314  Z           -   3,124,962.768 (meters)                     COMP
 AH6314  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6314  ELLIP HEIGHT-         -22.30  (meters)          (02/21/02) GPS OBS
 AH6314  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AH6314
 AH6314  HORZ ORDER  -  FIRST
 AH6314  ELLP ORDER  -  FIFTH     CLASS I
 AH6314
 AH6314.The horizontal coordinates were established by GPS observations
 AH6314.and adjusted by the National Geodetic Survey in December 1998..
 AH6314
 AH6314 ** The orthometric height has not been validated since last determined
 AH6314 ** by differential leveling and should not be used for control purposes.
 AH6314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6314 ** area with valid NAVD 88 orthometric heights.
 AH6314 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6314 ** epoch indicated which incorporates improved geoid heights for the
 AH6314 ** Southern Louisiana Subsidence area.
 AH6314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6314.The orthometric height was determined by GPS observations and a
 AH6314.high-resolution geoid model.
 AH6314
 AH6314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6314
 AH6314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6314
 AH6314.The ellipsoidal height was determined by GPS observations
 AH6314.and is referenced to NAD 83.
 AH6314
 AH6314.The geoid height was determined by GEOID03.
 AH6314
 AH6314;                    North         East     Units Scale Factor Converg.
 AH6314;SPC LA S     -   114,198.112 1,071,177.546   MT  0.99995954   +0 22 01.7
 AH6314;SPC LA S     -   374,664.97  3,514,355.00   sFT  0.99995954   +0 22 01.7
 AH6314;UTM  15      - 3,268,910.344   732,688.788   MT  1.00026813   +1 11 01.8
 AH6314
 AH6314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6314!SPC LA S     -   1.00000350  x   0.99995954  =   0.99996304
 AH6314!UTM  15      -   1.00000350  x   1.00026813  =   1.00027163
 AH6314
 AH6314                          SUPERSEDED SURVEY CONTROL
 AH6314
 AH6314  ELLIP H (12/17/98)  -22.27   (m)                       GP(       ) 4 2
 AH6314
 AH6314.Superseded values are not recommended for survey control.
 AH6314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6314.See file dsdata.txt to determine how the superseded data were derived.
 AH6314
 AH6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3268968910(NAD 83)
 AH6314_MARKER: DD = SURVEY DISK
 AH6314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6314_STAMPING: LCB 03
 AH6314_MARK LOGO: LA-109
 AH6314_PROJECTION: FLUSH
 AH6314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6314+STABILITY: SURFACE MOTION
 AH6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6314+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6314
 AH6314  HISTORY     - Date     Condition        Report By
 AH6314  HISTORY     - 1995     MONUMENTED       MPHI
 AH6314
 AH6314                          STATION DESCRIPTION
 AH6314
 AH6314'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6314'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6314'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6314'56 FOR 3.95 MI (6.36 KM) AND THE STATION IS ON THE LEFT.  THE STATION
 AH6314'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.80 FT (6.95 M)
 AH6314'NORTHEAST FROM THE CENTERLINE OF HWY 56, 63.30 FT (19.29 M) NORTHEAST
 AH6314'FROM THE SERVICE POLE WITH A LIGHT, 59.50 FT (18.14 M) NORTHEAST FROM
 AH6314'THE TELEPHONE PED.NO.535, 61.70 FT (18.81 M) EAST FROM THE FIRE
 AH6314'HYDRANT, 40.10 FT (12.22 M) SOUTHWEST FROM THE NORTHWEST CORNER OF
 AH6314'HOUSE NO.4415, AND 84.70 FT (25.82 M) NORTHWEST FROM THE POWER POLE
 AH6314'WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6379 ***********************************************************************
 AH6379  DESIGNATION -  LCB 04
 AH6379  PID         -  AH6379
 AH6379  STATE/COUNTY-  LA/TERREBONNE
 AH6379  USGS QUAD   -  MONTEGUT (1994)
 AH6379
 AH6379                         *CURRENT SURVEY CONTROL
 AH6379  ___________________________________________________________________
 AH6379* NAD 83(1992)-  29 28 30.90398(N)    090 35 05.50773(W)     ADJUSTED  
 AH6379* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6379  **This station is located in a subsidence area (see below).
 AH6379  ___________________________________________________________________
 AH6379  X           -     -56,724.612 (meters)                     COMP
 AH6379  Y           -  -5,556,799.708 (meters)                     COMP
 AH6379  Z           -   3,119,855.509 (meters)                     COMP
 AH6379  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6379  ELLIP HEIGHT-         -23.00  (meters)          (02/21/02) GPS OBS
 AH6379  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AH6379
 AH6379  HORZ ORDER  -  FIRST
 AH6379  ELLP ORDER  -  FIFTH     CLASS I
 AH6379
 AH6379.The horizontal coordinates were established by GPS observations
 AH6379.and adjusted by the National Geodetic Survey in December 1998..
 AH6379
 AH6379 ** The orthometric height has not been validated since last determined
 AH6379 ** by differential leveling and should not be used for control purposes.
 AH6379 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6379 ** area with valid NAVD 88 orthometric heights.
 AH6379 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6379 ** epoch indicated which incorporates improved geoid heights for the
 AH6379 ** Southern Louisiana Subsidence area.
 AH6379 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6379.The orthometric height was determined by GPS observations and a
 AH6379.high-resolution geoid model.
 AH6379
 AH6379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6379
 AH6379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6379
 AH6379.The ellipsoidal height was determined by GPS observations
 AH6379.and is referenced to NAD 83.
 AH6379
 AH6379.The geoid height was determined by GEOID03.
 AH6379
 AH6379;                    North         East     Units Scale Factor Converg.
 AH6379;SPC LA S     -   108,339.612 1,072,591.130   MT  0.99996753   +0 22 27.3
 AH6379;SPC LA S     -   355,444.21  3,518,992.73   sFT  0.99996753   +0 22 27.3
 AH6379;UTM  15      - 3,263,070.757   734,186.091   MT  1.00027676   +1 11 20.1
 AH6379
 AH6379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6379!SPC LA S     -   1.00000361  x   0.99996753  =   0.99997114
 AH6379!UTM  15      -   1.00000361  x   1.00027676  =   1.00028037
 AH6379
 AH6379                          SUPERSEDED SURVEY CONTROL
 AH6379
 AH6379  ELLIP H (12/17/98)  -22.97   (m)                       GP(       ) 4 2
 AH6379
 AH6379.Superseded values are not recommended for survey control.
 AH6379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6379.See file dsdata.txt to determine how the superseded data were derived.
 AH6379
 AH6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3418663071(NAD 83)
 AH6379_MARKER: DD = SURVEY DISK
 AH6379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6379_STAMPING: LCB 04
 AH6379_MARK LOGO: LA-109
 AH6379_PROJECTION: FLUSH
 AH6379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6379+STABILITY: SURFACE MOTION
 AH6379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6379+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6379
 AH6379  HISTORY     - Date     Condition        Report By
 AH6379  HISTORY     - 1995     MONUMENTED       MPHI
 AH6379
 AH6379                          STATION DESCRIPTION
 AH6379
 AH6379'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6379'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6379'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6379'56 FOR 8.4 MI (13.5 KM) AND THE STATION IS ON THE LEFT.  THE STATION
 AH6379'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 23.0 FT (7.0 M) SOUTHEAST
 AH6379'FROM THE CENTERLINE OF HWY 56, 12.50 FT (3.81 M) SOUTHWEST FROM THE
 AH6379'POWER POLE NO.13 WITH A LIGHT, AND 16.0 FT (4.9 M) NORTHWEST FROM THE
 AH6379'EDGE OF BAYOU LITTLE CAILLOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6376 ***********************************************************************
 AH6376  DESIGNATION -  LCB 05
 AH6376  PID         -  AH6376
 AH6376  STATE/COUNTY-  LA/TERREBONNE
 AH6376  USGS QUAD   -  MONTEGUT (1994)
 AH6376
 AH6376                         *CURRENT SURVEY CONTROL
 AH6376  ___________________________________________________________________
 AH6376* NAD 83(1992)-  29 27 22.73013(N)    090 35 23.87432(W)     ADJUSTED  
 AH6376* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6376  **This station is located in a subsidence area (see below).
 AH6376  ___________________________________________________________________
 AH6376  X           -     -57,230.033 (meters)                     COMP
 AH6376  Y           -  -5,557,826.304 (meters)                     COMP
 AH6376  Z           -   3,118,027.510 (meters)                     COMP
 AH6376  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6376  ELLIP HEIGHT-         -23.93  (meters)          (02/21/02) GPS OBS
 AH6376  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AH6376
 AH6376  HORZ ORDER  -  FIRST
 AH6376  ELLP ORDER  -  FIFTH     CLASS I
 AH6376
 AH6376.The horizontal coordinates were established by GPS observations
 AH6376.and adjusted by the National Geodetic Survey in December 1998..
 AH6376
 AH6376 ** The orthometric height has not been validated since last determined
 AH6376 ** by differential leveling and should not be used for control purposes.
 AH6376 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6376 ** area with valid NAVD 88 orthometric heights.
 AH6376 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6376 ** epoch indicated which incorporates improved geoid heights for the
 AH6376 ** Southern Louisiana Subsidence area.
 AH6376 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6376.The orthometric height was determined by GPS observations and a
 AH6376.high-resolution geoid model.
 AH6376
 AH6376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6376
 AH6376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6376
 AH6376.The ellipsoidal height was determined by GPS observations
 AH6376.and is referenced to NAD 83.
 AH6376
 AH6376.The geoid height was determined by GEOID03.
 AH6376
 AH6376;                    North         East     Units Scale Factor Converg.
 AH6376;SPC LA S     -   106,237.437 1,072,109.947   MT  0.99997059   +0 22 18.1
 AH6376;SPC LA S     -   348,547.32  3,517,414.05   sFT  0.99997059   +0 22 18.1
 AH6376;UTM  15      - 3,260,961.309   733,734.695   MT  1.00027416   +1 11 08.5
 AH6376
 AH6376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6376!SPC LA S     -   1.00000376  x   0.99997059  =   0.99997435
 AH6376!UTM  15      -   1.00000376  x   1.00027416  =   1.00027792
 AH6376
 AH6376                          SUPERSEDED SURVEY CONTROL
 AH6376
 AH6376  ELLIP H (12/17/98)  -23.91   (m)                       GP(       ) 4 2
 AH6376
 AH6376.Superseded values are not recommended for survey control.
 AH6376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6376.See file dsdata.txt to determine how the superseded data were derived.
 AH6376
 AH6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3373560961(NAD 83)
 AH6376_MARKER: DD = SURVEY DISK
 AH6376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6376_STAMPING: LCB 05
 AH6376_MARK LOGO: LA-109
 AH6376_PROJECTION: FLUSH
 AH6376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6376+STABILITY: SURFACE MOTION
 AH6376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6376+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6376
 AH6376  HISTORY     - Date     Condition        Report By
 AH6376  HISTORY     - 1995     MONUMENTED       MPHI
 AH6376
 AH6376                          STATION DESCRIPTION
 AH6376
 AH6376'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6376'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6376'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6376'56 FOR 9.9 MI (15.9 KM) AND THE STATION IS ON THE LEFT.  THE STATION
 AH6376'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 25.30 FT (7.71 M)
 AH6376'SOUTHEAST FROM THE CENTERLINE OF HWY 56, 27.30 FT (8.32 M) NORTHWEST
 AH6376'FROM THE POWER POLE NO.45, 52.0 FT (15.8 M) NORTHWEST FROM THE EDGE OF
 AH6376'BAYOU LITTLE CAILLOU, 43.0 FT (13.1 M) NORTHEAST FROM THE SOUTH END OF
 AH6376'THE CULVERT CROSSING HWY 56, 64.0 FT (19.5 M) EAST FROM THE NORTH END
 AH6376'OF THE CULVERT CROSSING HWY 56, AND 29.0 FT (8.8 M) NORTHEAST FROM THE
 AH6376'SCHOOL CAUTION LIGHTS AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6372 ***********************************************************************
 AH6372  DESIGNATION -  LCB 06
 AH6372  PID         -  AH6372
 AH6372  STATE/COUNTY-  LA/TERREBONNE
 AH6372  USGS QUAD   -  MONTEGUT (1994)
 AH6372
 AH6372                         *CURRENT SURVEY CONTROL
 AH6372  ___________________________________________________________________
 AH6372* NAD 83(1992)-  29 25 43.12303(N)    090 35 56.61008(W)     ADJUSTED  
 AH6372* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6372  **This station is located in a subsidence area (see below).
 AH6372  ___________________________________________________________________
 AH6372  X           -     -58,127.859 (meters)                     COMP
 AH6372  Y           -  -5,559,324.219 (meters)                     COMP
 AH6372  Z           -   3,115,356.525 (meters)                     COMP
 AH6372  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6372  ELLIP HEIGHT-         -24.35  (meters)          (02/21/02) GPS OBS
 AH6372  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AH6372
 AH6372  HORZ ORDER  -  FIRST
 AH6372  ELLP ORDER  -  FIFTH     CLASS I
 AH6372
 AH6372.The horizontal coordinates were established by GPS observations
 AH6372.and adjusted by the National Geodetic Survey in December 1998..
 AH6372
 AH6372 ** The orthometric height has not been validated since last determined
 AH6372 ** by differential leveling and should not be used for control purposes.
 AH6372 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6372 ** area with valid NAVD 88 orthometric heights.
 AH6372 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6372 ** epoch indicated which incorporates improved geoid heights for the
 AH6372 ** Southern Louisiana Subsidence area.
 AH6372 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6372.The orthometric height was determined by GPS observations and a
 AH6372.high-resolution geoid model.
 AH6372
 AH6372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6372
 AH6372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6372
 AH6372.The ellipsoidal height was determined by GPS observations
 AH6372.and is referenced to NAD 83.
 AH6372
 AH6372.The geoid height was determined by GEOID03.
 AH6372
 AH6372;                    North         East     Units Scale Factor Converg.
 AH6372;SPC LA S     -   103,165.018 1,071,247.524   MT  0.99997526   +0 22 01.7
 AH6372;SPC LA S     -   338,467.23  3,514,584.58   sFT  0.99997526   +0 22 01.7
 AH6372;UTM  15      - 3,257,876.033   732,915.738   MT  1.00026944   +1 10 48.8
 AH6372
 AH6372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6372!SPC LA S     -   1.00000382  x   0.99997526  =   0.99997908
 AH6372!UTM  15      -   1.00000382  x   1.00026944  =   1.00027327
 AH6372
 AH6372:                Primary Azimuth Mark                     Grid Az
 AH6372:SPC LA S     -  LCB 07                                   200 30 00.9
 AH6372:UTM  15      -  LCB 07                                   199 41 13.8
 AH6372
 AH6372|---------------------------------------------------------------------|
 AH6372| PID    Reference Object                     Distance      Geod. Az  |
 AH6372|                                                           dddmmss.s |
 AH6372| AH6368 LCB 07                              APPROX. 1.7 KM 2005202.6 |
 AH6372|---------------------------------------------------------------------|
 AH6372
 AH6372                          SUPERSEDED SURVEY CONTROL
 AH6372
 AH6372  ELLIP H (12/17/98)  -24.32   (m)                       GP(       ) 4 2
 AH6372
 AH6372.Superseded values are not recommended for survey control.
 AH6372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6372.See file dsdata.txt to determine how the superseded data were derived.
 AH6372
 AH6372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3291657876(NAD 83)
 AH6372_MARKER: DD = SURVEY DISK
 AH6372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6372_STAMPING: LCB 06
 AH6372_MARK LOGO: LA-109
 AH6372_PROJECTION: FLUSH
 AH6372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6372+STABILITY: SURFACE MOTION
 AH6372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6372+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6372
 AH6372  HISTORY     - Date     Condition        Report By
 AH6372  HISTORY     - 1995     MONUMENTED       MPHI
 AH6372
 AH6372                          STATION DESCRIPTION
 AH6372
 AH6372'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6372'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6372'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6372'56 FOR 11.9 MI (19.2 KM) AND THE STATION IS ON THE LEFT.  THE STATION
 AH6372'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 26.0 FT (7.9 M) SOUTHEAST
 AH6372'FROM THE CENTERLINE OF HWY 56, 76.0 FT (23.2 M) SOUTHEAST FROM THE
 AH6372'LIGHT POLE WITH A TELEPHONE PED., 11.20 FT (3.41 M) SOUTHWEST FROM THE
 AH6372'POWER POLE NO.104, 152.0 FT (46.3 M) SOUTH FROM THE FIRE HYDRANT ON
 AH6372'THE SOUTH SIDE CORNER OF CHAUVIN STREET AND 30.5 FT (9.3 M) NORTHWEST
 AH6372'FROM THE EDGE OF BAYOU LITTLE CAILLOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6368 ***********************************************************************
 AH6368  DESIGNATION -  LCB 07
 AH6368  PID         -  AH6368
 AH6368  STATE/COUNTY-  LA/TERREBONNE
 AH6368  USGS QUAD   -  MONTEGUT (1994)
 AH6368
 AH6368                         *CURRENT SURVEY CONTROL
 AH6368  ___________________________________________________________________
 AH6368* NAD 83(1992)-  29 24 51.45041(N)    090 36 19.10802(W)     ADJUSTED  
 AH6368* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AH6368  **This station is located in a subsidence area (see below).
 AH6368  ___________________________________________________________________
 AH6368  X           -     -58,742.488 (meters)                     COMP
 AH6368  Y           -  -5,560,099.364 (meters)                     COMP
 AH6368  Z           -   3,113,970.752 (meters)                     COMP
 AH6368  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6368  ELLIP HEIGHT-         -24.32  (meters)          (02/21/02) GPS OBS
 AH6368  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AH6368
 AH6368  HORZ ORDER  -  FIRST
 AH6368  ELLP ORDER  -  FIFTH     CLASS I
 AH6368
 AH6368.The horizontal coordinates were established by GPS observations
 AH6368.and adjusted by the National Geodetic Survey in December 1998..
 AH6368
 AH6368 ** The orthometric height has not been validated since last determined
 AH6368 ** by differential leveling and should not be used for control purposes.
 AH6368 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6368 ** area with valid NAVD 88 orthometric heights.
 AH6368 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6368 ** epoch indicated which incorporates improved geoid heights for the
 AH6368 ** Southern Louisiana Subsidence area.
 AH6368 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6368.The orthometric height was determined by GPS observations and a
 AH6368.high-resolution geoid model.
 AH6368
 AH6368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6368
 AH6368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6368
 AH6368.The ellipsoidal height was determined by GPS observations
 AH6368.and is referenced to NAD 83.
 AH6368
 AH6368.The geoid height was determined by GEOID03.
 AH6368
 AH6368;                    North         East     Units Scale Factor Converg.
 AH6368;SPC LA S     -   101,570.236 1,070,651.251   MT  0.99997778   +0 21 50.5
 AH6368;SPC LA S     -   333,235.02  3,512,628.31   sFT  0.99997778   +0 21 50.5
 AH6368;UTM  15      - 3,256,272.486   732,341.982   MT  1.00026615   +1 10 35.8
 AH6368
 AH6368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6368!SPC LA S     -   1.00000382  x   0.99997778  =   0.99998160
 AH6368!UTM  15      -   1.00000382  x   1.00026615  =   1.00026997
 AH6368
 AH6368:                Primary Azimuth Mark                     Grid Az
 AH6368:SPC LA S     -  LCB 06                                   020 30 01.0
 AH6368:UTM  15      -  LCB 06                                   019 41 15.7
 AH6368
 AH6368|---------------------------------------------------------------------|
 AH6368| PID    Reference Object                     Distance      Geod. Az  |
 AH6368|                                                           dddmmss.s |
 AH6368| AH6372 LCB 06                              APPROX. 1.7 KM 0205151.5 |
 AH6368|---------------------------------------------------------------------|
 AH6368
 AH6368                          SUPERSEDED SURVEY CONTROL
 AH6368
 AH6368  ELLIP H (12/17/98)  -24.30   (m)                       GP(       ) 4 2
 AH6368
 AH6368.Superseded values are not recommended for survey control.
 AH6368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6368.See file dsdata.txt to determine how the superseded data were derived.
 AH6368
 AH6368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3234256272(NAD 83)
 AH6368_MARKER: DD = SURVEY DISK
 AH6368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6368_STAMPING: LCB 07
 AH6368_MARK LOGO: LA-109
 AH6368_PROJECTION: FLUSH
 AH6368_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6368+STABILITY: SURFACE MOTION
 AH6368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6368+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6368
 AH6368  HISTORY     - Date     Condition        Report By
 AH6368  HISTORY     - 1995     MONUMENTED       MPHI
 AH6368
 AH6368                          STATION DESCRIPTION
 AH6368
 AH6368'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6368'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6368'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6368'56 FOR 12.95 MI (20.84 KM) AND THE STATION IS ON THE LEFT.  THE
 AH6368'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 23.6 FT (7.2 M)
 AH6368'SOUTHEAST FROM THE CENTERLINE OF HWY 56, 51.9 FT (15.8 M) NORTHWEST
 AH6368'FROM THE EDGE OF BAYOU LITTLE CAILLOU, 39.8 FT (12.1 M) NORTH FROM THE
 AH6368'POWER POLE NO.134 WITH A TRANSFORMER, 106.0 FT (32.3 M) NORTHEAST FROM
 AH6368'THE SERVICE POLE WITH A TELEPHONE PED. AND LIGHT ON THE SOUTHEAST
 AH6368'CORNER OF PROPERTY NO.5902, AND 87.3 FT (26.6 M) SOUTHEAST FROM THE
 AH6368'SERVICE POLE WITH TELEPHONE PED. ON THE NORTHEAST CORNER OF PROPERTY
 AH6368'NO.5902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6364 ***********************************************************************
 AH6364  DESIGNATION -  LCB 08
 AH6364  PID         -  AH6364
 AH6364  STATE/COUNTY-  LA/TERREBONNE
 AH6364  USGS QUAD   -  MONTEGUT (1994)
 AH6364
 AH6364                         *CURRENT SURVEY CONTROL
 AH6364  ___________________________________________________________________
 AH6364* NAD 83(1992)-  29 23 57.22460(N)    090 36 38.25540(W)     ADJUSTED  
 AH6364* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AH6364  **This station is located in a subsidence area (see below).
 AH6364  ___________________________________________________________________
 AH6364  X           -     -59,267.363 (meters)                     COMP
 AH6364  Y           -  -5,560,913.591 (meters)                     COMP
 AH6364  Z           -   3,112,516.269 (meters)                     COMP
 AH6364  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6364  ELLIP HEIGHT-         -24.35  (meters)          (02/21/02) GPS OBS
 AH6364  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AH6364
 AH6364  HORZ ORDER  -  FIRST
 AH6364  ELLP ORDER  -  FIFTH     CLASS I
 AH6364
 AH6364.The horizontal coordinates were established by GPS observations
 AH6364.and adjusted by the National Geodetic Survey in December 1998..
 AH6364
 AH6364 ** The orthometric height has not been validated since last determined
 AH6364 ** by differential leveling and should not be used for control purposes.
 AH6364 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6364 ** area with valid NAVD 88 orthometric heights.
 AH6364 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6364 ** epoch indicated which incorporates improved geoid heights for the
 AH6364 ** Southern Louisiana Subsidence area.
 AH6364 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6364.The orthometric height was determined by GPS observations and a
 AH6364.high-resolution geoid model.
 AH6364
 AH6364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6364
 AH6364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6364
 AH6364.The ellipsoidal height was determined by GPS observations
 AH6364.and is referenced to NAD 83.
 AH6364
 AH6364.The geoid height was determined by GEOID03.
 AH6364
 AH6364;                    North         East     Units Scale Factor Converg.
 AH6364;SPC LA S     -    99,897.446 1,070,145.633   MT  0.99998048   +0 21 40.9
 AH6364;SPC LA S     -   327,746.87  3,510,969.46   sFT  0.99998048   +0 21 40.9
 AH6364;UTM  15      - 3,254,592.217   731,859.992   MT  1.00026339   +1 10 24.4
 AH6364
 AH6364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6364!SPC LA S     -   1.00000382  x   0.99998048  =   0.99998430
 AH6364!UTM  15      -   1.00000382  x   1.00026339  =   1.00026722
 AH6364
 AH6364                          SUPERSEDED SURVEY CONTROL
 AH6364
 AH6364  ELLIP H (12/17/98)  -24.34   (m)                       GP(       ) 4 2
 AH6364
 AH6364.Superseded values are not recommended for survey control.
 AH6364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6364.See file dsdata.txt to determine how the superseded data were derived.
 AH6364
 AH6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3186054592(NAD 83)
 AH6364_MARKER: DD = SURVEY DISK
 AH6364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6364_STAMPING: LCB 08
 AH6364_MARK LOGO: LA-109
 AH6364_PROJECTION: FLUSH
 AH6364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6364+STABILITY: SURFACE MOTION
 AH6364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6364+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6364
 AH6364  HISTORY     - Date     Condition        Report By
 AH6364  HISTORY     - 1995     MONUMENTED       MPHI
 AH6364
 AH6364                          STATION DESCRIPTION
 AH6364
 AH6364'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6364'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6364'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6364'56 FOR 14.05 MI (22.61 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6364'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 25.1 FT (7.7 M)
 AH6364'NORTHWEST FROM THE CENTERLINE OF HWY 56, 87.0 FT (26.5 M) NORTHWEST
 AH6364'FROM THE POWER POLE NO.4470, 19.0 FT (5.8 M) NORTHEAST FROM THE
 AH6364'NORTHEAST CORNER OF THE FENCE FOR THE L.P.AND L. SUBSTATION, 66.0 FT
 AH6364'(20.1 M) SOUTH FROM THE SOUTHEAST CORNER OF HOUSE NO.6090, AND 110.5
 AH6364'FT (33.7 M) NORTHEAST FROM THE CENTERLINE OF THE SHELL DRIVEWAY FOR
 AH6364'L.P.AND L. SUBSTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6356 ***********************************************************************
 AH6356  DESIGNATION -  LCB 09
 AH6356  PID         -  AH6356
 AH6356  STATE/COUNTY-  LA/TERREBONNE
 AH6356  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6356
 AH6356                         *CURRENT SURVEY CONTROL
 AH6356  ___________________________________________________________________
 AH6356* NAD 83(1992)-  29 21 49.05658(N)    090 37 33.28816(W)     ADJUSTED  
 AH6356* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6356  **This station is located in a subsidence area (see below).
 AH6356  ___________________________________________________________________
 AH6356  X           -     -60,772.200 (meters)                     COMP
 AH6356  Y           -  -5,562,833.734 (meters)                     COMP
 AH6356  Z           -   3,109,077.747 (meters)                     COMP
 AH6356  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AH6356  ELLIP HEIGHT-         -24.15  (meters)          (02/21/02) GPS OBS
 AH6356  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH6356
 AH6356  HORZ ORDER  -  FIRST
 AH6356  ELLP ORDER  -  FIFTH     CLASS I
 AH6356
 AH6356.The horizontal coordinates were established by GPS observations
 AH6356.and adjusted by the National Geodetic Survey in December 1998..
 AH6356
 AH6356 ** The orthometric height has not been validated since last determined
 AH6356 ** by differential leveling and should not be used for control purposes.
 AH6356 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6356 ** area with valid NAVD 88 orthometric heights.
 AH6356 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6356 ** epoch indicated which incorporates improved geoid heights for the
 AH6356 ** Southern Louisiana Subsidence area.
 AH6356 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6356.The orthometric height was determined by GPS observations and a
 AH6356.high-resolution geoid model.
 AH6356
 AH6356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6356
 AH6356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6356
 AH6356.The ellipsoidal height was determined by GPS observations
 AH6356.and is referenced to NAD 83.
 AH6356
 AH6356.The geoid height was determined by GEOID03.
 AH6356
 AH6356;                    North         East     Units Scale Factor Converg.
 AH6356;SPC LA S     -    95,942.102 1,068,686.276   MT  0.99998714   +0 21 13.4
 AH6356;SPC LA S     -   314,770.05  3,506,181.56   sFT  0.99998714   +0 21 13.4
 AH6356;UTM  15      - 3,250,615.504   730,456.414   MT  1.00025539   +1 09 52.7
 AH6356
 AH6356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6356!SPC LA S     -   1.00000379  x   0.99998714  =   0.99999093
 AH6356!UTM  15      -   1.00000379  x   1.00025539  =   1.00025918
 AH6356
 AH6356                          SUPERSEDED SURVEY CONTROL
 AH6356
 AH6356  ELLIP H (12/17/98)  -24.13   (m)                       GP(       ) 4 2
 AH6356
 AH6356.Superseded values are not recommended for survey control.
 AH6356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6356.See file dsdata.txt to determine how the superseded data were derived.
 AH6356
 AH6356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3045650616(NAD 83)
 AH6356_MARKER: DD = SURVEY DISK
 AH6356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6356_STAMPING: LCB 09
 AH6356_MARK LOGO: LA-109
 AH6356_PROJECTION: FLUSH
 AH6356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6356+STABILITY: SURFACE MOTION
 AH6356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6356+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6356
 AH6356  HISTORY     - Date     Condition        Report By
 AH6356  HISTORY     - 1995     MONUMENTED       MPHI
 AH6356
 AH6356                          STATION DESCRIPTION
 AH6356
 AH6356'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6356'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6356'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6356'56 FOR 16.75 MI (26.96 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6356'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 23.5 FT (7.2 M)
 AH6356'SOUTHWEST FROM THE CENTERLINE OF HWY 56, 61.0 FT (18.6 M) SOUTHWEST
 AH6356'FROM THE TELEPHONE PED. ON PILING, AND 32.0 FT (9.8 M) NORTHEAST FROM
 AH6356'THE TELEPHONE PED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6350 ***********************************************************************
 AH6350  DESIGNATION -  LCB 10
 AH6350  PID         -  AH6350
 AH6350  STATE/COUNTY-  LA/TERREBONNE
 AH6350  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6350
 AH6350                         *CURRENT SURVEY CONTROL
 AH6350  ___________________________________________________________________
 AH6350* NAD 83(1992)-  29 21 24.21444(N)    090 37 34.25618(W)     ADJUSTED  
 AH6350* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6350  **This station is located in a subsidence area (see below).
 AH6350  ___________________________________________________________________
 AH6350  X           -     -60,802.406 (meters)                     COMP
 AH6350  Y           -  -5,563,208.476 (meters)                     COMP
 AH6350  Z           -   3,108,411.140 (meters)                     COMP
 AH6350  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AH6350  ELLIP HEIGHT-         -24.11  (meters)          (02/21/02) GPS OBS
 AH6350  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AH6350
 AH6350  HORZ ORDER  -  FIRST
 AH6350  ELLP ORDER  -  FIFTH     CLASS I
 AH6350
 AH6350.The horizontal coordinates were established by GPS observations
 AH6350.and adjusted by the National Geodetic Survey in December 1998..
 AH6350
 AH6350 ** The orthometric height has not been validated since last determined
 AH6350 ** by differential leveling and should not be used for control purposes.
 AH6350 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6350 ** area with valid NAVD 88 orthometric heights.
 AH6350 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6350 ** epoch indicated which incorporates improved geoid heights for the
 AH6350 ** Southern Louisiana Subsidence area.
 AH6350 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6350.The orthometric height was determined by GPS observations and a
 AH6350.high-resolution geoid model.
 AH6350
 AH6350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6350
 AH6350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6350
 AH6350.The ellipsoidal height was determined by GPS observations
 AH6350.and is referenced to NAD 83.
 AH6350
 AH6350.The geoid height was determined by GEOID03.
 AH6350
 AH6350;                    North         East     Units Scale Factor Converg.
 AH6350;SPC LA S     -    95,177.091 1,068,664.888   MT  0.99998848   +0 21 12.9
 AH6350;SPC LA S     -   312,260.17  3,506,111.39   sFT  0.99998848   +0 21 12.9
 AH6350;UTM  15      - 3,249,850.062   730,445.851   MT  1.00025533   +1 09 51.4
 AH6350
 AH6350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6350!SPC LA S     -   1.00000379  x   0.99998848  =   0.99999227
 AH6350!UTM  15      -   1.00000379  x   1.00025533  =   1.00025912
 AH6350
 AH6350:                Primary Azimuth Mark                     Grid Az
 AH6350:SPC LA S     -  LCB 11                                   203 42 20.8
 AH6350:UTM  15      -  LCB 11                                   202 53 42.3
 AH6350
 AH6350|---------------------------------------------------------------------|
 AH6350| PID    Reference Object                     Distance      Geod. Az  |
 AH6350|                                                           dddmmss.s |
 AH6350| AH6351 LCB 11                              APPROX. 1.6 KM 2040333.7 |
 AH6350|---------------------------------------------------------------------|
 AH6350
 AH6350                          SUPERSEDED SURVEY CONTROL
 AH6350
 AH6350  ELLIP H (12/17/98)  -24.10   (m)                       GP(       ) 4 2
 AH6350
 AH6350.Superseded values are not recommended for survey control.
 AH6350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6350.See file dsdata.txt to determine how the superseded data were derived.
 AH6350
 AH6350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3044649850(NAD 83)
 AH6350_MARKER: DD = SURVEY DISK
 AH6350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6350_STAMPING: LCB 10
 AH6350_MARK LOGO: LA-109
 AH6350_PROJECTION: FLUSH
 AH6350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6350+STABILITY: SURFACE MOTION
 AH6350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6350+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6350
 AH6350  HISTORY     - Date     Condition        Report By
 AH6350  HISTORY     - 1995     MONUMENTED       MPHI
 AH6350
 AH6350                          STATION DESCRIPTION
 AH6350
 AH6350'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6350'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6350'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6350'56 FOR 17.2 MI (27.7 KM) AND THE STATION IS ON THE RIGHT.  THE STATION
 AH6350'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.6 FT (6.9 M) WEST FROM
 AH6350'THE CENTERLINE OF HWY 56, 41.9 FT (12.8 M) NORTHEAST FROM THE SERVICE
 AH6350'POLE, 110.0 FT (33.5 M) SOUTH FROM THE LIGHT POLE, AND 73.6 FT (22.4
 AH6350'M) NORTHWEST FROM THE SERVICE POLE(TO TRAILER NO.6613) WITH TELEPHONE
 AH6350'PED. NO.P-3*.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6351 ***********************************************************************
 AH6351  DESIGNATION -  LCB 11
 AH6351  PID         -  AH6351
 AH6351  STATE/COUNTY-  LA/TERREBONNE
 AH6351  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6351
 AH6351                         *CURRENT SURVEY CONTROL
 AH6351  ___________________________________________________________________
 AH6351* NAD 83(1992)-  29 20 35.68910(N)    090 37 58.98314(W)     ADJUSTED  
 AH6351* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6351  **This station is located in a subsidence area (see below).
 AH6351  ___________________________________________________________________
 AH6351  X           -     -61,477.415 (meters)                     COMP
 AH6351  Y           -  -5,563,933.682 (meters)                     COMP
 AH6351  Z           -   3,107,109.014 (meters)                     COMP
 AH6351  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AH6351  ELLIP HEIGHT-         -23.79  (meters)          (02/21/02) GPS OBS
 AH6351  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AH6351
 AH6351  HORZ ORDER  -  FIRST
 AH6351  ELLP ORDER  -  FIFTH     CLASS I
 AH6351
 AH6351.The horizontal coordinates were established by GPS observations
 AH6351.and adjusted by the National Geodetic Survey in December 1998..
 AH6351
 AH6351 ** The orthometric height has not been validated since last determined
 AH6351 ** by differential leveling and should not be used for control purposes.
 AH6351 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6351 ** area with valid NAVD 88 orthometric heights.
 AH6351 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6351 ** epoch indicated which incorporates improved geoid heights for the
 AH6351 ** Southern Louisiana Subsidence area.
 AH6351 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6351.The orthometric height was determined by GPS observations and a
 AH6351.high-resolution geoid model.
 AH6351
 AH6351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6351
 AH6351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6351
 AH6351.The ellipsoidal height was determined by GPS observations
 AH6351.and is referenced to NAD 83.
 AH6351
 AH6351.The geoid height was determined by GEOID03.
 AH6351
 AH6351;                    North         East     Units Scale Factor Converg.
 AH6351;SPC LA S     -    93,678.975 1,068,007.081   MT  0.99999113   +0 21 00.5
 AH6351;SPC LA S     -   307,345.10  3,503,953.23   sFT  0.99999113   +0 21 00.5
 AH6351;UTM  15      - 3,248,342.395   729,809.133   MT  1.00025171   +1 09 37.5
 AH6351
 AH6351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6351!SPC LA S     -   1.00000374  x   0.99999113  =   0.99999487
 AH6351!UTM  15      -   1.00000374  x   1.00025171  =   1.00025545
 AH6351
 AH6351:                Primary Azimuth Mark                     Grid Az
 AH6351:SPC LA S     -  LCB 10                                   023 42 21.0
 AH6351:UTM  15      -  LCB 10                                   022 53 44.0
 AH6351
 AH6351|---------------------------------------------------------------------|
 AH6351| PID    Reference Object                     Distance      Geod. Az  |
 AH6351|                                                           dddmmss.s |
 AH6351| AH6350 LCB 10                              APPROX. 1.6 KM 0240321.5 |
 AH6351|---------------------------------------------------------------------|
 AH6351
 AH6351                          SUPERSEDED SURVEY CONTROL
 AH6351
 AH6351  ELLIP H (12/17/98)  -23.79   (m)                       GP(       ) 4 2
 AH6351
 AH6351.Superseded values are not recommended for survey control.
 AH6351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6351.See file dsdata.txt to determine how the superseded data were derived.
 AH6351
 AH6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2980948342(NAD 83)
 AH6351_MARKER: DD = SURVEY DISK
 AH6351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6351_STAMPING: LCB 11
 AH6351_MARK LOGO: LA-109
 AH6351_PROJECTION: FLUSH
 AH6351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6351+STABILITY: SURFACE MOTION
 AH6351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6351+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6351
 AH6351  HISTORY     - Date     Condition        Report By
 AH6351  HISTORY     - 1995     MONUMENTED       MPHI
 AH6351
 AH6351                          STATION DESCRIPTION
 AH6351
 AH6351'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6351'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6351'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6351'56 FOR 18.25 MI (29.37 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6351'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 21.0 FT (6.4 M)
 AH6351'NORTHWEST FROM THE CENTERLINE OF HWY 56, 58.0 FT (17.7 M) NORTHWEST
 AH6351'FROM THE TELEPHONE PED. NO.201-3W, 80.0 FT (24.4 M) NORTHWEST FROM THE
 AH6351'NORTHWEST CORNER OF THE PILINGS FOR CAMP NO.6769, 64.9 FT (19.8 M)
 AH6351'SOUTHWEST FROM THE CENTERLINE OF THE CONCRETE CULVERT CROSSING HWY 56
 AH6351'ON THE NORTHWEST SIDE, AND 81.0 FT (24.7 M) SOUTHWEST FROM THE
 AH6351'CENTERLINE OF THE CONCRETE CULVERT CROSSING HWY 56 ON THE SOUTHEAST
 AH6351'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6380 ***********************************************************************
 AH6380  DESIGNATION -  LCB 12
 AH6380  PID         -  AH6380
 AH6380  STATE/COUNTY-  LA/TERREBONNE
 AH6380  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6380
 AH6380                         *CURRENT SURVEY CONTROL
 AH6380  ___________________________________________________________________
 AH6380* NAD 83(1992)-  29 19 31.79430(N)    090 38 40.28927(W)     ADJUSTED  
 AH6380* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AH6380  **This station is located in a subsidence area (see below).
 AH6380  ___________________________________________________________________
 AH6380  X           -     -62,602.473 (meters)                     COMP
 AH6380  Y           -  -5,564,884.711 (meters)                     COMP
 AH6380  Z           -   3,105,393.853 (meters)                     COMP
 AH6380  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH6380  ELLIP HEIGHT-         -24.09  (meters)          (02/21/02) GPS OBS
 AH6380  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AH6380
 AH6380  HORZ ORDER  -  FIRST
 AH6380  ELLP ORDER  -  FIFTH     CLASS I
 AH6380
 AH6380.The horizontal coordinates were established by GPS observations
 AH6380.and adjusted by the National Geodetic Survey in December 1998..
 AH6380
 AH6380 ** The orthometric height has not been validated since last determined
 AH6380 ** by differential leveling and should not be used for control purposes.
 AH6380 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6380 ** area with valid NAVD 88 orthometric heights.
 AH6380 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6380 ** epoch indicated which incorporates improved geoid heights for the
 AH6380 ** Southern Louisiana Subsidence area.
 AH6380 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6380.The orthometric height was determined by GPS observations and a
 AH6380.high-resolution geoid model.
 AH6380
 AH6380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6380
 AH6380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6380
 AH6380.The ellipsoidal height was determined by GPS observations
 AH6380.and is referenced to NAD 83.
 AH6380
 AH6380.The geoid height was determined by GEOID03.
 AH6380
 AH6380;                    North         East     Units Scale Factor Converg.
 AH6380;SPC LA S     -    91,704.998 1,066,904.643   MT  0.99999470   +0 20 39.9
 AH6380;SPC LA S     -   300,868.81  3,500,336.32   sFT  0.99999470   +0 20 39.9
 AH6380;UTM  15      - 3,246,352.521   728,734.436   MT  1.00024563   +1 09 14.9
 AH6380
 AH6380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6380!SPC LA S     -   1.00000378  x   0.99999470  =   0.99999848
 AH6380!UTM  15      -   1.00000378  x   1.00024563  =   1.00024941
 AH6380
 AH6380                          SUPERSEDED SURVEY CONTROL
 AH6380
 AH6380  ELLIP H (12/17/98)  -24.09   (m)                       GP(       ) 4 2
 AH6380
 AH6380.Superseded values are not recommended for survey control.
 AH6380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6380.See file dsdata.txt to determine how the superseded data were derived.
 AH6380
 AH6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2873446353(NAD 83)
 AH6380_MARKER: DD = SURVEY DISK
 AH6380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6380_STAMPING: LCB 12
 AH6380_MARK LOGO: LA-109
 AH6380_PROJECTION: FLUSH
 AH6380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6380+STABILITY: SURFACE MOTION
 AH6380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6380+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6380
 AH6380  HISTORY     - Date     Condition        Report By
 AH6380  HISTORY     - 1995     MONUMENTED       MPHI
 AH6380
 AH6380                          STATION DESCRIPTION
 AH6380
 AH6380'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6380'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6380'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6380'56 FOR 19.75 MI (31.78 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6380'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 26.6 FT (8.1 M)
 AH6380'WEST FROM THE CENTERLINE OF HWY 56, 84.4 FT (25.7 M) SOUTH FROM THE
 AH6380'TELEPHONE PED. NO.215 1/3, AND 69.2 FT (21.1 M) SOUTHWEST FROM THE
 AH6380'RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6343 ***********************************************************************
 AH6343  DESIGNATION -  LCB 13
 AH6343  PID         -  AH6343
 AH6343  STATE/COUNTY-  LA/TERREBONNE
 AH6343  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6343
 AH6343                         *CURRENT SURVEY CONTROL
 AH6343  ___________________________________________________________________
 AH6343* NAD 83(1992)-  29 16 06.49583(N)    090 39 01.38195(W)     ADJUSTED  
 AH6343* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AH6343  **This station is located in a subsidence area (see below).
 AH6343  ___________________________________________________________________
 AH6343  X           -     -63,206.649 (meters)                     COMP
 AH6343  Y           -  -5,567,971.185 (meters)                     COMP
 AH6343  Z           -   3,099,881.429 (meters)                     COMP
 AH6343  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AH6343  ELLIP HEIGHT-         -24.04  (meters)          (02/21/02) GPS OBS
 AH6343  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AH6343
 AH6343  HORZ ORDER  -  FIRST
 AH6343  ELLP ORDER  -  FIFTH     CLASS I
 AH6343
 AH6343.The horizontal coordinates were established by GPS observations
 AH6343.and adjusted by the National Geodetic Survey in December 1998..
 AH6343
 AH6343 ** The orthometric height has not been validated since last determined
 AH6343 ** by differential leveling and should not be used for control purposes.
 AH6343 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6343 ** area with valid NAVD 88 orthometric heights.
 AH6343 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6343 ** epoch indicated which incorporates improved geoid heights for the
 AH6343 ** Southern Louisiana Subsidence area.
 AH6343 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6343.The orthometric height was determined by GPS observations and a
 AH6343.high-resolution geoid model.
 AH6343
 AH6343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6343
 AH6343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6343
 AH6343.The ellipsoidal height was determined by GPS observations
 AH6343.and is referenced to NAD 83.
 AH6343
 AH6343.The geoid height was determined by GEOID03.
 AH6343
 AH6343;                    North         East     Units Scale Factor Converg.
 AH6343;SPC LA S     -    85,380.749 1,066,373.225   MT  1.00000682   +0 20 29.3
 AH6343;SPC LA S     -   280,120.01  3,498,592.82   sFT  1.00000682   +0 20 29.3
 AH6343;UTM  15      - 3,240,019.858   728,292.228   MT  1.00024315   +1 08 57.2
 AH6343
 AH6343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6343!SPC LA S     -   1.00000378  x   1.00000682  =   1.00001060
 AH6343!UTM  15      -   1.00000378  x   1.00024315  =   1.00024693
 AH6343
 AH6343                          SUPERSEDED SURVEY CONTROL
 AH6343
 AH6343  ELLIP H (12/17/98)  -24.04   (m)                       GP(       ) 4 2
 AH6343
 AH6343.Superseded values are not recommended for survey control.
 AH6343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6343.See file dsdata.txt to determine how the superseded data were derived.
 AH6343
 AH6343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2829240020(NAD 83)
 AH6343_MARKER: DD = SURVEY DISK
 AH6343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6343_STAMPING: LCB 13
 AH6343_MARK LOGO: LA-109
 AH6343_PROJECTION: FLUSH
 AH6343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6343+STABILITY: SURFACE MOTION
 AH6343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6343+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6343
 AH6343  HISTORY     - Date     Condition        Report By
 AH6343  HISTORY     - 1995     MONUMENTED       MPHI
 AH6343
 AH6343                          STATION DESCRIPTION
 AH6343
 AH6343'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6343'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6343'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6343'56 FOR 23.9 MI (38.5 KM) AND THE STATION IS ON THE RIGHT.  THE STATION
 AH6343'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 25.7 FT (7.8 M) NORTHWEST
 AH6343'FROM THE CENTERLINE OF HWY 56, 71.0 FT (21.6 M) SOUTHWEST FROM THE
 AH6343'POWER POLE WITH A 4-BOX TRANSFORMER NO.238 1/3, 88.7 FT (27.0 M) WEST
 AH6343'FROM THE SOUTHWEST CORNER OF THE CAMP PILINGS, AND 99.4 FT (30.3 M)
 AH6343'SOUTHWEST FROM THE SERVICE POLE TO THE CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3404 ***********************************************************************
 BK3404  DESIGNATION -  LCH AP STA B
 BK3404  PID         -  BK3404
 BK3404  STATE/COUNTY-  LA/CALCASIEU
 BK3404  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK3404
 BK3404                         *CURRENT SURVEY CONTROL
 BK3404  ___________________________________________________________________
 BK3404* NAD 83(1992)-  30 06 44.41781(N)    093 13 10.86277(W)     ADJUSTED  
 BK3404* NAVD 88     -         2.37   (+/-2cm)       7.8  **(feet)  VERTCON   
 BK3404  **This station is located in a subsidence area (see below).
 BK3404  ___________________________________________________________________
 BK3404  X           -    -310,140.356 (meters)                     COMP
 BK3404  Y           -  -5,513,281.636 (meters)                     COMP
 BK3404  Z           -   3,181,139.795 (meters)                     COMP
 BK3404  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK3404  ELLIP HEIGHT-         -24.94  (meters)          (05/14/93) GPS OBS
 BK3404  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK3404
 BK3404  HORZ ORDER  -  SECOND
 BK3404  VERT ORDER  -  THIRD ? (See Below)
 BK3404  ELLP ORDER  -  FOURTH    CLASS I
 BK3404
 BK3404.This mark is at Lake Charles Regional Airport (LCH)
 BK3404
 BK3404.The horizontal coordinates were established by GPS observations
 BK3404.and adjusted by the National Geodetic Survey in May 1993..
 BK3404
 BK3404 ** The orthometric height has not been validated since last determined
 BK3404 ** by differential leveling and should not be used for control purposes.
 BK3404 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3404 ** area with valid NAVD 88 orthometric heights.
 BK3404 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3404 ** epoch indicated which incorporates improved geoid heights for the
 BK3404 ** Southern Louisiana Subsidence area.
 BK3404 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3404.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3404.The vertical order pertains to the NGVD 29 superseded value.
 BK3404
 BK3404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3404
 BK3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3404
 BK3404.The ellipsoidal height was determined by GPS observations
 BK3404.and is referenced to NAD 83.
 BK3404
 BK3404.The geoid height was determined by GEOID03.
 BK3404
 BK3404;                    North         East     Units Scale Factor Converg.
 BK3404;SPC LA S     -   180,214.836   818,219.743   MT  0.99992763   -0 56 35.5
 BK3404;SPC LA S     -   591,254.84  2,684,442.61   sFT  0.99992763   -0 56 35.5
 BK3404;UTM  15      - 3,331,253.806   478,835.856   MT  0.99960553   -0 06 36.8
 BK3404
 BK3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3404!SPC LA S     -   1.00000392  x   0.99992763  =   0.99993155
 BK3404!UTM  15      -   1.00000392  x   0.99960553  =   0.99960945
 BK3404
 BK3404:                Primary Azimuth Mark                     Grid Az
 BK3404:SPC LA S     -  LCH ARP                                  341 46 06.9
 BK3404:UTM  15      -  LCH ARP                                  340 56 08.2
 BK3404
 BK3404|---------------------------------------------------------------------|
 BK3404| PID    Reference Object                     Distance      Geod. Az  |
 BK3404|                                                           dddmmss.s |
 BK3404| BK3403 LCH ARP                             APPROX. 1.0 KM 3404931.4 |
 BK3404|---------------------------------------------------------------------|
 BK3404
 BK3404                          SUPERSEDED SURVEY CONTROL
 BK3404
 BK3404  NGVD 29 (05/14/93)    2.34   (m)            7.7    (f) LEVELING    3  
 BK3404
 BK3404.Superseded values are not recommended for survey control.
 BK3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3404.See file dsdata.txt to determine how the superseded data were derived.
 BK3404
 BK3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7883631254(NAD 83)
 BK3404_MARKER: DT = TOPOGRAPHIC STATION DISK
 BK3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3404_SP_SET: CONCRETE POST
 BK3404_STAMPING: AP 1963 STA B
 BK3404_MARK LOGO: CGS   
 BK3404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3404+STABILITY: SURFACE MOTION
 BK3404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3404+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 BK3404
 BK3404  HISTORY     - Date     Condition        Report By
 BK3404  HISTORY     - 1963     MONUMENTED       CGS
 BK3404  HISTORY     - 19910615 GOOD             NGS
 BK3404  HISTORY     - 19921015 GOOD
 BK3404  HISTORY     - 19990319 GOOD             USPSQD
 BK3404
 BK3404                          STATION DESCRIPTION
 BK3404
 BK3404'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BK3404'THE STATION IS LOCATED ON THE LAKE CHARLES MUNICIPAL AIRPORT,
 BK3404'SOUTHWEST OF RUNWAY 33, WHICH IS APPROXIMATLEY 7.0 MI (11.27 KM)
 BK3404'SOUTHEAST OF LAKE CHARLES, LA.
 BK3404'TO REACH THE STATION CONTACT MUST BE MADE WITH THE AIRPORT MANGER, P
 BK3404'.O. BOX 5866, LAKE CHARLES, LA. 70606, 318-477-6051, AND THE CONTROL
 BK3404'TOWER FOR PERMISSION AND INSTRUCTION FOR ACCESSING THE CONTROLLED
 BK3404'MOVEMENT AREAS OF THE AIRFIELD.
 BK3404'THE STATION IS A STANDARD NOS DISK STAMPED---AP 1963 STA B--- SET IN A
 BK3404'18 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND. THE STATION IS
 BK3404'117.8 FT (35.91 M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 33,AND
 BK3404'IN DIRECT LINE WITH THE END OF THE RUNWAY.
 BK3404
 BK3404                          STATION RECOVERY (1991)
 BK3404
 BK3404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BK3404'THE STATION IS LOCATED ON THE LAKE CHARLES MUNI AIRPORT, 117.81 FT
 BK3404'(35.91 M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 33, AND IN DIRECT
 BK3404'LINE WITH THE END OF THE RUNWAY.  A STANDARD TOPOGRAPHIC DISK SET IN
 BK3404'AN 18 INCH CONCRETE POST, IT IS FLUSH WITH THE GROUND.  IT IS STAMPED
 BK3404'AP 1963 STA B.
 BK3404
 BK3404                          STATION RECOVERY (1992)
 BK3404
 BK3404'RECOVERED 1992
 BK3404'RECOVERED IN GOOD CONDITION.
 BK3404
 BK3404                          STATION RECOVERY (1999)
 BK3404
 BK3404'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3403 ***********************************************************************
 BK3403  DESIGNATION -  LCH ARP
 BK3403  PID         -  BK3403
 BK3403  STATE/COUNTY-  LA/CALCASIEU
 BK3403  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK3403
 BK3403                         *CURRENT SURVEY CONTROL
 BK3403  ___________________________________________________________________
 BK3403* NAD 83(1992)-  30 07 14.96171(N)    093 13 23.08067(W)     ADJUSTED  
 BK3403* NAVD 88     -         2.81   (+/-2cm)       9.2  **(feet)  VERTCON   
 BK3403  **This station is located in a subsidence area (see below).
 BK3403  ___________________________________________________________________
 BK3403  X           -    -310,440.417 (meters)                     COMP
 BK3403  Y           -  -5,512,792.442 (meters)                     COMP
 BK3403  Z           -   3,181,953.571 (meters)                     COMP
 BK3403  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK3403  ELLIP HEIGHT-         -24.52  (meters)          (05/14/93) GPS OBS
 BK3403  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK3403
 BK3403  HORZ ORDER  -  SECOND
 BK3403  VERT ORDER  -  THIRD ? (See Below)
 BK3403  ELLP ORDER  -  FOURTH    CLASS I
 BK3403
 BK3403.This mark is at Lake Charles Regional Airport (LCH)
 BK3403
 BK3403.The horizontal coordinates were established by GPS observations
 BK3403.and adjusted by the National Geodetic Survey in May 1993..
 BK3403
 BK3403 ** The orthometric height has not been validated since last determined
 BK3403 ** by differential leveling and should not be used for control purposes.
 BK3403 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3403 ** area with valid NAVD 88 orthometric heights.
 BK3403 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3403 ** epoch indicated which incorporates improved geoid heights for the
 BK3403 ** Southern Louisiana Subsidence area.
 BK3403 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3403.The vertical order pertains to the NGVD 29 superseded value.
 BK3403
 BK3403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3403
 BK3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3403
 BK3403.The ellipsoidal height was determined by GPS observations
 BK3403.and is referenced to NAD 83.
 BK3403
 BK3403.The geoid height was determined by GEOID03.
 BK3403
 BK3403;                    North         East     Units Scale Factor Converg.
 BK3403;SPC LA S     -   181,160.564   817,908.229   MT  0.99992793   -0 56 41.6
 BK3403;SPC LA S     -   594,357.62  2,683,420.58   sFT  0.99992793   -0 56 41.6
 BK3403;UTM  15      - 3,332,194.603   478,510.730   MT  0.99960570   -0 06 43.0
 BK3403
 BK3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3403!SPC LA S     -   1.00000385  x   0.99992793  =   0.99993178
 BK3403!UTM  15      -   1.00000385  x   0.99960570  =   0.99960955
 BK3403
 BK3403:                Primary Azimuth Mark                     Grid Az
 BK3403:SPC LA S     -  LCH AP STA B                             161 46 06.8
 BK3403:UTM  15      -  LCH AP STA B                             160 56 08.2
 BK3403
 BK3403|---------------------------------------------------------------------|
 BK3403| PID    Reference Object                     Distance      Geod. Az  |
 BK3403|                                                           dddmmss.s |
 BK3403| BK3404 LCH AP STA B                        APPROX. 1.0 KM 1604925.2 |
 BK3403|---------------------------------------------------------------------|
 BK3403
 BK3403                          SUPERSEDED SURVEY CONTROL
 BK3403
 BK3403  NGVD 29 (05/14/93)    2.78   (m)            9.1    (f) LEVELING    3  
 BK3403
 BK3403.Superseded values are not recommended for survey control.
 BK3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3403.See file dsdata.txt to determine how the superseded data were derived.
 BK3403
 BK3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7851132195(NAD 83)
 BK3403_MARKER: DT = TOPOGRAPHIC STATION DISK
 BK3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3403_SP_SET: CONCRETE POST
 BK3403_STAMPING: ARP 1963
 BK3403_MARK LOGO: CGS   
 BK3403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3403+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 BK3403
 BK3403  HISTORY     - Date     Condition        Report By
 BK3403  HISTORY     - 1963     MONUMENTED       CGS
 BK3403  HISTORY     - 19880615 GOOD             NGS
 BK3403  HISTORY     - 19921015 GOOD
 BK3403  HISTORY     - 19990319 MARK NOT FOUND   USPSQD
 BK3403
 BK3403                          STATION DESCRIPTION
 BK3403
 BK3403'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BK3403'THE STATION IS LOCATED ON THE LAKE CHARLES MUNICIPAL AIRPORT, LOCATED
 BK3403'IN A GRASSY TRIANGLE FORMED BY RUNWAY 15-33, TAXIWAY DELTA AND ECHO,
 BK3403'WHICH IS APPROXIMATLEY 7.0 MI (11.27 KM) SOUTHEAST OF LAKE CHARLES,
 BK3403'LA.
 BK3403'TO REACH THE STATION CONTACT MUST BE MADE WITH THE AIRPORT MANGER, P
 BK3403'.O. BOX 5866, LAKE CHARLES, LA. 70606, 318-477-6051, AND THE CONTROL
 BK3403'TOWER FOR PERMISSION AND INSTRUCTION FOR ACCESSING THE CONTROLLED
 BK3403'MOVEMENT AREAS OF THE AIRFIELD.
 BK3403'THE STATION IS A STANDARD NOS DISK STAMPED---ARP 1963--- SET IN A 10
 BK3403'INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND. THE STATION IS 80.8
 BK3403'FT (24.63 M) EAST OF THE RUNWAY EDGE, 56.6 FT (17.25 M) NORTHEAST OF
 BK3403'THE NORTHEAST CORNER OF THE LIGHTED -3- SIGN, AND 41.25 FT (12.57 M)
 BK3403'WEST OF A DRAINAGE GRATE.
 BK3403
 BK3403                          STATION RECOVERY (1988)
 BK3403
 BK3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BK3403'THE STATION IS LOCATED ON THE LAKE CHARLES MUNICIPAL AIRPORT, AT THE
 BK3403'EAST SIDE, AND APPROXIMATE CENTER OF THE RUNWAY.  THE MARK IS ON RANGE
 BK3403'WITH THE CENTERLINE OF THE SOUTH RAMP ENTRANCE, 80.8 FT (24.6 M) EAST
 BK3403'OF THE RUNWAY EDGE, AND 41.25 FT (12.57 M) WEST OF A DRAINAGE GRATE AT
 BK3403'A SMALL GRASS TRIANGLE FORMED BY TAXI STRIPS.  A STANDARD TOPOGRAPHIC
 BK3403'DISK SET IN A 10 INCH CONCRETE POST, IT IS FLUSH WITH THE GROUND.  IT
 BK3403'IS STAMPED ARP 1963.
 BK3403
 BK3403                          STATION RECOVERY (1992)
 BK3403
 BK3403'RECOVERED 1992
 BK3403'RECOVERED IN GOOD CONDITION.
 BK3403
 BK3403                          STATION RECOVERY (1999)
 BK3403
 BK3403'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3405 ***********************************************************************
 BK3405  DESIGNATION -  LCH C
 BK3405  PID         -  BK3405
 BK3405  STATE/COUNTY-  LA/CALCASIEU
 BK3405  USGS QUAD   -  LAKE CHARLES (1994)
 BK3405
 BK3405                         *CURRENT SURVEY CONTROL
 BK3405  ___________________________________________________________________
 BK3405* NAD 83(1992)-  30 07 49.55789(N)    093 13 32.12117(W)     ADJUSTED  
 BK3405* NAVD 88     -         3.3  **(meters)      11.   **(feet)  VERTCON   
 BK3405  **This station is located in a subsidence area (see below).
 BK3405  ___________________________________________________________________
 BK3405  X           -    -310,651.980 (meters)                     COMP
 BK3405  Y           -  -5,512,245.440 (meters)                     COMP
 BK3405  Z           -   3,182,875.246 (meters)                     COMP
 BK3405  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK3405  ELLIP HEIGHT-         -24.01  (meters)          (05/14/93) GPS OBS
 BK3405  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK3405
 BK3405  HORZ ORDER  -  SECOND
 BK3405  ELLP ORDER  -  FOURTH    CLASS I
 BK3405
 BK3405.This mark is at Lake Charles Regional Airport (LCH)
 BK3405
 BK3405.The horizontal coordinates were established by GPS observations
 BK3405.and adjusted by the National Geodetic Survey in May 1993..
 BK3405
 BK3405 ** The orthometric height has not been validated since last determined
 BK3405 ** by differential leveling and should not be used for control purposes.
 BK3405 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3405 ** area with valid NAVD 88 orthometric heights.
 BK3405 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3405 ** epoch indicated which incorporates improved geoid heights for the
 BK3405 ** Southern Louisiana Subsidence area.
 BK3405 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3405
 BK3405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3405
 BK3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3405
 BK3405.The ellipsoidal height was determined by GPS observations
 BK3405.and is referenced to NAD 83.
 BK3405
 BK3405.The geoid height was determined by GEOID03.
 BK3405
 BK3405;                    North         East     Units Scale Factor Converg.
 BK3405;SPC LA S     -   182,229.653   817,683.862   MT  0.99992829   -0 56 46.1
 BK3405;SPC LA S     -   597,865.12  2,682,684.47   sFT  0.99992829   -0 56 46.1
 BK3405;UTM  15      - 3,333,259.974   478,270.923   MT  0.99960582   -0 06 47.7
 BK3405
 BK3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3405!SPC LA S     -   1.00000377  x   0.99992829  =   0.99993206
 BK3405!UTM  15      -   1.00000377  x   0.99960582  =   0.99960959
 BK3405
 BK3405                          SUPERSEDED SURVEY CONTROL
 BK3405
 BK3405  NGVD 29 (05/14/93)    3.3    (m)           11.     (f) GPS OBS        
 BK3405
 BK3405.Superseded values are not recommended for survey control.
 BK3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3405.See file dsdata.txt to determine how the superseded data were derived.
 BK3405
 BK3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7827133260(NAD 83)
 BK3405_MARKER: DD = SURVEY DISK
 BK3405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BK3405_SP_SET: METAL PIPE IN CONCRETE
 BK3405_STAMPING: LCH C 1992
 BK3405_MARK LOGO: NONE  
 BK3405_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BK3405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK3405+STABILITY: POSITION/ELEVATION WELL
 BK3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3405+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BK3405
 BK3405  HISTORY     - Date     Condition        Report By
 BK3405  HISTORY     - 1992     MONUMENTED       NOS
 BK3405
 BK3405                          STATION DESCRIPTION
 BK3405
 BK3405'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 BK3405'THE STATION IS LOCATED ON THE LAKE CHARLES MUNICIPAL AIRPORT, AT THE
 BK3405'NORTHWEST END IN A GRASSY AREA BETWEEN TAXIWAY JULIET AND RUNWAY
 BK3405'5-23, WHICH IS APPROXIMATLEY 7.0 MI (11.27 KM) SOUTHEAST OF LAKE
 BK3405'CHARLES, LA.
 BK3405'TO REACH THE STATION CONTACT MUST BE MADE WITH THE AIRPORT MANGER, P
 BK3405'.O. BOX 5866, LAKE CHARLES, LA. 70606, 318-477-6051, AND THE CONTROL
 BK3405'TOWER FOR PERMISSION AND INSTRUCTION FOR ACCESSING THE CONTROLLED
 BK3405'MOVEMENT AREAS OF THE AIRFIELD.
 BK3405'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---LCH C 1992---
 BK3405'CRIMPED TO THE TOP OF A 42 INCH ALUMINUM ROD THAT HAS BEEN DRIVEN
 BK3405'INTO THE GROUND AND SURROUNDED BY A MASS OF CONCRETE. THE STATION IS
 BK3405'64.3 FT (19.60 M) NORTH NORTHWEST OF THE EDGE OF TAXIWAY JULIET, 58.5
 BK3405'FT (17.83 M) NORTH OF THE NORTH CORNER OF THE -H-TAXIWAY DESIGNATION
 BK3405'SIGN, 54.4 FT (16.58 M) NORTH NORTHWEST OF THE TAXIWAY LIGHT, AND
 BK3405'53.6 FT (16.34 M) WEST NORTHWEST OF THE RUNWAY 5-23 SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2998 ***********************************************************************
 BK2998  DESIGNATION -  LE BLANC TRANSCON GAS CO MAST
 BK2998  PID         -  BK2998
 BK2998  STATE/COUNTY-  LA/ALLEN
 BK2998  USGS QUAD   -  LE BLANC (1994)
 BK2998
 BK2998                         *CURRENT SURVEY CONTROL
 BK2998  ___________________________________________________________________
 BK2998* NAD 83(1992)-  30 30 59.33414(N)    092 56 41.05670(W)     ADJUSTED  
 BK2998* NAVD 88     -                                                        
 BK2998  ___________________________________________________________________
 BK2998  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK2998  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2998
 BK2998  HORZ ORDER  -  THIRD
 BK2998
 BK2998.The horizontal coordinates were established by classical geodetic methods
 BK2998.and adjusted by the National Geodetic Survey in January 1993..
 BK2998
 BK2998
 BK2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2998
 BK2998.The geoid height was determined by GEOID03.
 BK2998
 BK2998;                    North         East     Units Scale Factor Converg.
 BK2998;SPC LA S     -   224,605.893   845,343.311   MT  0.99996611   -0 48 20.6
 BK2998;SPC LA S     -   736,894.50  2,773,430.51   sFT  0.99996611   -0 48 20.6
 BK2998;UTM  15      - 3,376,019.263   505,302.079   MT  0.99960035   +0 01 41.0
 BK2998
 BK2998                          SUPERSEDED SURVEY CONTROL
 BK2998
 BK2998  NAD 83(1986)-  30 30 59.35404(N)    092 56 41.04968(W) AD(       ) 4
 BK2998  NAD 27      -  30 30 58.63291(N)    092 56 40.50925(W) AD(       ) 3
 BK2998
 BK2998.Superseded values are not recommended for survey control.
 BK2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2998.See file dsdata.txt to determine how the superseded data were derived.
 BK2998
 BK2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0530276019(NAD 83)
 BK2998_MARKER: 44 = MICROWAVE MAST
 BK2998
 BK2998  HISTORY     - Date     Condition        Report By
 BK2998  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2998  HISTORY     - 1963     GOOD             CGS
 BK2998  HISTORY     - 1974     GOOD             NGS
 BK2998
 BK2998                          STATION DESCRIPTION
 BK2998
 BK2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2998'THE STATION IS LOCATED 1/2 MILE NORTH NORTHEAST OF THE VILLAGE
 BK2998'OF LE BLANC AND 6 MILES WEST NORTHWEST OF KINDER.  IT IS
 BK2998'A 4 LEGGED STEEL STRUCTURE PAINTED RED AND WHITE, AND HAS
 BK2998'2 SHIELDS ON THE TOP AND IS 280 FEET HIGH.  THE POINT INTERSECTED
 BK2998'WAS THE TOP CENTER.
 BK2998
 BK2998                          STATION RECOVERY (1963)
 BK2998
 BK2998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK2998'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 BK2998'BY R.W.T. 1963, IS ADEQUATE FOR RECOVERY.
 BK2998
 BK2998                          STATION RECOVERY (1974)
 BK2998
 BK2998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2998'THE STATION IS THE LIGHT ATOP THE LE BLANC, TRANSCONTINENTAL GAS
 BK2998'PIPELINE CORPORATION, MICRO-WAVE KKC 60 MAST, LOCATED JUST NORTH OF
 BK2998'LE BLANC.  IT IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED,
 BK2998'PAINTED ALTERNATELY RED AND WHITE, WITH REFLECTORS AT THE TOP AND AN
 BK2998'OVERALL HEIGHT OF 280 FEET.
 BK2998'
 BK2998'TO REACH FROM THE POST OFFICE IN LE BLANC, GO NORTH ON A GRAVELED ROAD
 BK2998'FOR 0.45 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3106 ***********************************************************************
 BK3106  DESIGNATION -  LE BOUEF
 BK3106  PID         -  BK3106
 BK3106  STATE/COUNTY-  LA/CAMERON
 BK3106  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK3106
 BK3106                         *CURRENT SURVEY CONTROL
 BK3106  ___________________________________________________________________
 BK3106* NAD 83(1992)-  30 01 24.31986(N)    093 07 42.91361(W)     ADJUSTED  
 BK3106* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK3106  **This station is located in a subsidence area (see below).
 BK3106  ___________________________________________________________________
 BK3106  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BK3106  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK3106
 BK3106  HORZ ORDER  -  SECOND
 BK3106
 BK3106.The horizontal coordinates were established by classical geodetic methods
 BK3106.and adjusted by the National Geodetic Survey in January 1993..
 BK3106
 BK3106 ** The orthometric height has not been validated since last determined
 BK3106 ** by differential leveling and should not be used for control purposes.
 BK3106 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3106 ** area with valid NAVD 88 orthometric heights.
 BK3106 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3106 ** epoch indicated which incorporates improved geoid heights for the
 BK3106 ** Southern Louisiana Subsidence area.
 BK3106 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3106.The orthometric height was scaled from a topographic map.
 BK3106
 BK3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3106
 BK3106.The geoid height was determined by GEOID03.
 BK3106
 BK3106;                    North         East     Units Scale Factor Converg.
 BK3106;SPC LA S     -   170,219.077   826,843.262   MT  0.99992582   -0 53 51.5
 BK3106;SPC LA S     -   558,460.42  2,712,734.94   sFT  0.99992582   -0 53 51.5
 BK3106;UTM  15      - 3,321,387.686   487,600.979   MT  0.99960190   -0 03 51.6
 BK3106
 BK3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3106!SPC LA S     -   1.00000362  x   0.99992582  =   0.99992944
 BK3106!UTM  15      -   1.00000362  x   0.99960190  =   0.99960552
 BK3106
 BK3106:                Primary Azimuth Mark                     Grid Az
 BK3106:SPC LA S     -  MANCHESTER FARMER RICE MILL TK           001 13 38.5
 BK3106:UTM  15      -  MANCHESTER FARMER RICE MILL TK           000 23 38.6
 BK3106
 BK3106|---------------------------------------------------------------------|
 BK3106| PID    Reference Object                     Distance      Geod. Az  |
 BK3106|                                                           dddmmss.s |
 BK3106| BK3112 MANCHESTER FARMER RICE MILL TK      APPROX.19.6 KM 0001947.0 |
 BK3106| CV7861 LE BOUEF RM 1                        34.695 METERS 01723     |
 BK3106| CV7860 LE BOUEF AZ MK                                     1802152.2 |
 BK3106| CV7862 LE BOUEF RM 2                        20.025 METERS 25743     |
 BK3106|---------------------------------------------------------------------|
 BK3106
 BK3106                          SUPERSEDED SURVEY CONTROL
 BK3106
 BK3106  NAD 83(1986)-  30 01 24.34661(N)    093 07 42.90271(W) AD(       ) 2
 BK3106  NAD 27      -  30 01 23.58300(N)    093 07 42.36600(W) AD(       ) 2
 BK3106
 BK3106.Superseded values are not recommended for survey control.
 BK3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3106.See file dsdata.txt to determine how the superseded data were derived.
 BK3106
 BK3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8760121388(NAD 83)
 BK3106_MARKER: DS = TRIANGULATION STATION DISK
 BK3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3106
 BK3106  HISTORY     - Date     Condition        Report By
 BK3106  HISTORY     - 1955     MONUMENTED       CGS
 BK3106
 BK3106                          STATION DESCRIPTION
 BK3106
 BK3106'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3106'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF SECTION 12,
 BK3106'TOWNSHIP 11 SOUTH, RANGE 8 WEST.  ABOUT 15 MILES SOUTH SOUTHEAST
 BK3106'OF LAKE CHARLES, ABOUT 3.75 MILES NORTH OF THE VILLAGE OF
 BK3106'SWEET LAKE, ABOUT 250 FEET SOUTH OF A WHITE FRAME HOUSE,
 BK3106'38 FEET NORTHWEST OF A FENCE CORNER AND 35.4 FEET WEST OF A WIRE
 BK3106'FENCE.
 BK3106'
 BK3106'TO REACH FROM THE INTERSECTION OF BROAD AND RYAN STREETS,
 BK3106'IN THE CITY OF LAKE CHARLES.  GO SOUTH ON RYAN STREET FOR
 BK3106'3.7 MILES.  TURN LEFT AND GO EAST FOR 0.25 MILE.  TURN RIGHT
 BK3106'AND GO SOUTH FOR 10.9 MILES.  TURN LEFT AND GO EAST FOR 5.1
 BK3106'MILES TO A T ROAD INTERSECTION AND THE AZIMUTH MARK ON THE LEFT
 BK3106'HAND SIDE OF THE ROAD.  TURN LEFT, ONTO A GRAVELED ROAD, AND
 BK3106'GO NORTH FOR 0.5 MILE TO THE STATION ON THE LEFT HAND SIDE OF
 BK3106'THE ROAD.
 BK3106'
 BK3106'THE STATION IS A STANDARD DISK, STAMPED LE BOUEF 1955, SET IN
 BK3106'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 BK3106'SURFACE OF THE GROUND.
 BK3106'
 BK3106'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED LE BOUEF
 BK3106'1955, SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 BK3106'40 INCHES BELOW THE SURFACE OF THE SOIL.
 BK3106'
 BK3106'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED LE BOUEF
 BK3106'NO 1 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 BK3106'PROJECTS 3 INCHES.  IT IS LOCATED 33 FEET NORTH OF THE CENTER
 BK3106'OF A CATTLE GUARD, 33 FEET SOUTHEAST OF A POWER POLE, 28 FEET
 BK3106'WEST OF THE CENTER OF A GRAVELED ROAD AND IN A NORTH-SOUTH
 BK3106'FENCE LINE.
 BK3106'
 BK3106'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED LE BOUEF
 BK3106'NO 2 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 BK3106'PROJECTS 3 INCHES.  IT IS LOCATED 89 FEET WEST OF A FENCE
 BK3106'CORNER, 1 FOOT NORTH OF A WIRE FENCE AND AT ABOUT THE SAME
 BK3106'ELEVATION AS THE STATION.
 BK3106'
 BK3106'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LE BOUEF 1955,
 BK3106'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 BK3106'INCHES.  IT IS LOCATED 0.5 MILE SOUTH OF THE STATION, 46
 BK3106'FEET NORTHWEST OF A T ROAD INTERSECTION AND 2 FEET WEST OF A
 BK3106'POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0639 ***********************************************************************
 AV0639  DESIGNATION -  LE TIGRE
 AV0639  PID         -  AV0639
 AV0639  STATE/COUNTY-  LA/VERMILION
 AV0639  USGS QUAD   -  CHENIERE AU TIGRE (1979)
 AV0639
 AV0639                         *CURRENT SURVEY CONTROL
 AV0639  ___________________________________________________________________
 AV0639* NAD 83(1992)-  29 34 20.14236(N)    092 11 16.93055(W)     ADJUSTED  
 AV0639* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0639  **This station is located in a subsidence area (see below).
 AV0639  ___________________________________________________________________
 AV0639  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0639  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AV0639
 AV0639  HORZ ORDER  -  SECOND
 AV0639
 AV0639.The horizontal coordinates were established by classical geodetic methods
 AV0639.and adjusted by the National Geodetic Survey in January 1993..
 AV0639
 AV0639 ** The orthometric height has not been validated since last determined
 AV0639 ** by differential leveling and should not be used for control purposes.
 AV0639 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0639 ** area with valid NAVD 88 orthometric heights.
 AV0639 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0639 ** epoch indicated which incorporates improved geoid heights for the
 AV0639 ** Southern Louisiana Subsidence area.
 AV0639 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0639.The orthometric height was scaled from a topographic map.
 AV0639
 AV0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0639
 AV0639.The geoid height was determined by GEOID03.
 AV0639
 AV0639;                    North         East     Units Scale Factor Converg.
 AV0639;SPC LA S     -   119,164.053   917,186.151   MT  0.99995354   -0 25 38.5
 AV0639;SPC LA S     -   390,957.40  3,009,134.90   sFT  0.99995354   -0 25 38.5
 AV0639;UTM  15      - 3,271,665.064   578,647.039   MT  0.99967632   +0 24 02.7
 AV0639
 AV0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0639!SPC LA S     -   1.00000386  x   0.99995354  =   0.99995740
 AV0639!UTM  15      -   1.00000386  x   0.99967632  =   0.99968018
 AV0639
 AV0639|---------------------------------------------------------------------|
 AV0639| PID    Reference Object                     Distance      Geod. Az  |
 AV0639|                                                           dddmmss.s |
 AV0639| CV9984 LE TIGRE RM 2                        18.672 METERS 02304     |
 AV0639| AV0119 HEBERT                              APPROX.11.8 KM 2503109.7 |
 AV0639| CV9983 LE TIGRE RM 1                        16.492 METERS 30133     |
 AV0639|---------------------------------------------------------------------|
 AV0639
 AV0639                          SUPERSEDED SURVEY CONTROL
 AV0639
 AV0639  NAD 83(1986)-  29 34 20.16434(N)    092 11 16.91926(W) AD(       ) 2
 AV0639  NAD 27      -  29 34 19.37800(N)    092 11 16.45000(W) AD(       ) 2
 AV0639
 AV0639.Superseded values are not recommended for survey control.
 AV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0639.See file dsdata.txt to determine how the superseded data were derived.
 AV0639
 AV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7864771665(NAD 83)
 AV0639_MARKER: DS = TRIANGULATION STATION DISK
 AV0639_SETTING: 0 = UNSPECIFIED SETTING
 AV0639
 AV0639  HISTORY     - Date     Condition        Report By
 AV0639  HISTORY     - 1933     MONUMENTED       CGS
 AV0639  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0639
 AV0639                          STATION DESCRIPTION
 AV0639
 AV0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0639'LOCATED ON E END OF CHENIER LE TIGRE (AU TIGRE) ABOUT ONE MILE
 AV0639'E OF THE HOTEL AND SCHOOL AND IN THE LINE OF TALL TREES EXTENDING
 AV0639'BACK NORMAL TO THE BEACH WHICH IS THE MOST EASTERLY GROUP OF
 AV0639'TREES ON THE RIDGE.  LOCATED ON THE BACK SLOPE OF THE HIGH BEACH
 AV0639'15 METERS FROM THE HIGH-WATER LINE AND 10 METERS FROM THE
 AV0639'STORM-WATER LINE.
 AV0639'
 AV0639'STATION MARK IS STANDARD DISK IN 5-INCH BY 5-FOOT OIL PIPE
 AV0639'(IRON) EXTENDING 1 FOOT ABOVE THE GROUND AND FILLED WITH
 AV0639'CONCRETE.
 AV0639'
 AV0639'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AV0639'
 AV0639'REFERENCE MARK NO. 1 IS TO THE NE AND REFERENCE MARK NO. 2 TO
 AV0639'THE NW.
 AV0639'
 AV0639'THE BEACH IN THIS VICINITY IS VERY FLAT AND HAS BUT A FEW INCHES
 AV0639'OF WATER AT LOW WATER.  AT HIGH WATER A WHALEBOAT MAY GO TO
 AV0639'THE SHORE.
 AV0639'
 AV0639'A 36-FOOT SIGNAL WAS BUILT OVER THE STATION WHICH WAS OF AMPLE
 AV0639'HEIGHT TO SEE ALL OTHER STATIONS.
 AV0639
 AV0639                          STATION RECOVERY (1948)
 AV0639
 AV0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0639'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE, BUT NO SIGN OF
 AV0639'STATION OR REFERENCE MARKS WAS FOUND.  IT IS BELIEVED THAT
 AV0639'ALL MARKS HAVE BEEN DESTROYED BY RECEDING SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2891 ***********************************************************************
 BJ2891  DESIGNATION -  LEBEAU
 BJ2891  PID         -  BJ2891
 BJ2891  STATE/COUNTY-  LA/ST LANDRY
 BJ2891  USGS QUAD   -  PALMETTO (1994)
 BJ2891
 BJ2891                         *CURRENT SURVEY CONTROL
 BJ2891  ___________________________________________________________________
 BJ2891* NAD 83(1992)-  30 42 16.41265(N)    091 56 21.30392(W)     ADJUSTED  
 BJ2891* NAVD 88     -        10.97   (+/-2cm)      36.0    (feet)  VERTCON   
 BJ2891  ___________________________________________________________________
 BJ2891  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ2891  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2891
 BJ2891  HORZ ORDER  -  FIRST
 BJ2891  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2891
 BJ2891.The horizontal coordinates were established by classical geodetic methods
 BJ2891.and adjusted by the National Geodetic Survey in January 1993..
 BJ2891
 BJ2891.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2891.The vertical order pertains to the NGVD 29 superseded value.
 BJ2891
 BJ2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2891
 BJ2891.The geoid height was determined by GEOID03.
 BJ2891
 BJ2891;                    North         East     Units Scale Factor Converg.
 BJ2891;SPC LA S     -   244,522.329   941,954.849   MT  1.00000097   -0 18 10.7
 BJ2891;SPC LA S     -   802,237.01  3,090,396.87   sFT  1.00000097   -0 18 10.7
 BJ2891;UTM  15      - 3,397,340.567   601,579.174   MT  0.99972728   +0 32 30.0
 BJ2891
 BJ2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2891!SPC LA S     -   1.00000257  x   1.00000097  =   1.00000354
 BJ2891!UTM  15      -   1.00000257  x   0.99972728  =   0.99972984
 BJ2891
 BJ2891|---------------------------------------------------------------------|
 BJ2891| PID    Reference Object                     Distance      Geod. Az  |
 BJ2891|                                                           dddmmss.s |
 BJ2891| BJ2892 LEBEAU RM 1                          40.308 METERS 01018     |
 BJ2891| BJ5270 C 912                               117.624 METERS 02659     |
 BJ2891| BJ2889 LEBEAU AZ MK                                       2342310.8 |
 BJ2891| BJ2890 LEBEAU RM 2                          40.355 METERS 23812     |
 BJ2891|---------------------------------------------------------------------|
 BJ2891
 BJ2891                          SUPERSEDED SURVEY CONTROL
 BJ2891
 BJ2891  NAD 83(1986)-  30 42 16.43303(N)    091 56 21.29863(W) AD(       ) 1
 BJ2891  NAD 27      -  30 42 15.73158(N)    091 56 20.89507(W) AD(       ) 1
 BJ2891  NGVD 29 (??/??/??)   10.953  (m)           35.94   (f) ADJUSTED    2 2
 BJ2891
 BJ2891.Superseded values are not recommended for survey control.
 BJ2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2891.See file dsdata.txt to determine how the superseded data were derived.
 BJ2891
 BJ2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0157997341(NAD 83)
 BJ2891_MARKER: DS = TRIANGULATION STATION DISK
 BJ2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2891_SP_SET: CONCRETE POST
 BJ2891_STAMPING: LEBEAU 1941
 BJ2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2891+STABILITY: SURFACE MOTION
 BJ2891
 BJ2891  HISTORY     - Date     Condition        Report By
 BJ2891  HISTORY     - 1941     MONUMENTED       CGS
 BJ2891  HISTORY     - 1957     GOOD             CGS
 BJ2891  HISTORY     - 1960     GOOD             CGS
 BJ2891  HISTORY     - 1975     GOOD             LADTD
 BJ2891  HISTORY     - 1977     GOOD             LADH
 BJ2891
 BJ2891                          STATION DESCRIPTION
 BJ2891
 BJ2891'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BJ2891'STATION IS ABOUT 3 MILES SE OF LE BEAU, NEAR THE E SIDE OF
 BJ2891'SECTION 15, T. 4 S., R. 5 E., ON LAND OWNED AND OCCUPIED
 BJ2891'BY RODNESS GOUDEAU.  IT IS 25 FEET SE OF THE CENTER
 BJ2891'OF A DIRT ROAD, 10 FEET NE OF A FENCE CORNER, 5 FEET SE OF
 BJ2891'A REFERENCE POST 4 FEET N OF A FENCE AND 5 FEET SE OF A FENCE.
 BJ2891'IT IS STAMPED LE BEAU 1941 AND PROJECTS ABOUT 4 INCHES.
 BJ2891'
 BJ2891'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BJ2891'STANDARD BRONZE DISKS SET IN CONCRETE.
 BJ2891'
 BJ2891'REFERENCE MARK NO. 1 IS 25 FEET NW OF A DIRT ROAD AND 1 FOOT
 BJ2891'SE OF A FENCE.  IT IS STAMPED LE BEAU NO. 1 1941 AND PROJECTS
 BJ2891'ABOUT 8 INCHES.
 BJ2891'
 BJ2891'REFERENCE MARK NO. 2 IS 18 FEET NW OF THE CENTER OF A DIRT
 BJ2891'ROAD AND 1 FOOT SE OF A FENCE.  IT IS STAMPED LE BEAU NO. 2
 BJ2891'1941 AND PROJECTS ABOUT 8 INCHES.
 BJ2891'
 BJ2891'THE AZIMUTH MARK IS 47 FEET E OF THE CENTER OF U.S. HIGHWAY
 BJ2891'71, 4 FEET SE OF A WHITE REFERENCE POST AND 1 FOOT E OF A
 BJ2891'FENCE.  IT IS STAMPED LE BEAU 1941 AND PROJECTS ABOUT 12
 BJ2891'INCHES.
 BJ2891'
 BJ2891'A TRAVERSE CONNECTION WAS MADE TO STATION C-912 (STATE
 BJ2891'CONTROL SURVEY).
 BJ2891'
 BJ2891'A 64-FOOT TOWER SEES A-840
 BJ2891'
 BJ2891'A 100-FOOT TOWER SEES NUGENT.
 BJ2891'
 BJ2891'A 50-FOOT TOWER SEES SCHELL.
 BJ2891'
 BJ2891'A 77-FOOT TOWER SEES WHIPP.
 BJ2891'
 BJ2891'A 100-FOOT TOWER SEES ST. MARY.
 BJ2891'
 BJ2891'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ2891
 BJ2891                          STATION RECOVERY (1957)
 BJ2891
 BJ2891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ2891'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 BJ2891'MARK WERE RECOVERED IN GOOD CONDITION.  DISTANCES TO THE
 BJ2891'REFERENCE MARKS WERE VERIFIED AS CORRECT.  THE PUBLISHED
 BJ2891'DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 BJ2891'
 BJ2891'STATION IS LOCATED 1.9 MILES SW ALONG LA. HWY. 747 FROM
 BJ2891'ITS JUNCTION WITH LA. HWY. 10 AT LE BEAU AND IS ON LAND OWNED
 BJ2891'AND OCCUPIED BY ED AND RODNESS GOUDEAU. IT IS
 BJ2891'25.0 FT. SE OF CENTERLINE OF LA. HWY. 747, 10.0 FT. NE OF A
 BJ2891'FENCE CORNER, 5.0 FT. SE OF A FENCE, AND 4.0 FT. N OF A
 BJ2891'FENCE.  A STANDARD DISK STAMPED, LE BEAU 1941, SET IN THE
 BJ2891'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 BJ2891'INCHES ABOVE GROUND.
 BJ2891'
 BJ2891'REFERENCE MARK 1 IS 39.0 FT. SW OF A DITCH, 25.0 FT. NW
 BJ2891'OF CENTERLINE OF LA. HWY. 747 AND 1 FT. SE OF A FENCE.  A
 BJ2891'STANDARD DISK STAMPED, LE BEAU NO 1 1941, SET IN THE TOP
 BJ2891'OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES
 BJ2891'ABOVE GROUND.
 BJ2891'
 BJ2891'REFERENCE MARK 2 IS 203 FT. NE OF A DITCH, 18.0 FT. NW OF
 BJ2891'CENTERLINE OF LA. HWY. 747 AND 1 FT. SE OF A FENCE.  A STANDARD
 BJ2891'DISK STAMPED, LE BEAU NO 2 1941 SET IN THE TOP OF A 12 INCH
 BJ2891'SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE GROUND.
 BJ2891'
 BJ2891'THE AZIMUTH MARK IS ABOUT 325 FT. NW OF JUNCTION OF U.S.
 BJ2891'HWY. 71 AND LA. HWY. 747 IN A PASTURE.  IT IS 53.0 FT. NE
 BJ2891'OF CENTERLINE OF U.S. HWY. 71, 47 FT. SE OF GATE TO PASTURE,
 BJ2891'AND 1 FT. NE OF FENCE.  A STANDARD REFERENCE MARK DISK STAMPED,
 BJ2891'LE BEAU 1941, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 BJ2891'MONUMENT WHICH PROJECTS 12 INCHES ABOVE GROUND.
 BJ2891
 BJ2891                          STATION RECOVERY (1960)
 BJ2891
 BJ2891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ2891'THE STATION WAS VISITED 1-25-60 AND THE STATION MARK, AZIMUTH
 BJ2891'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 BJ2891'CONDITION.  C 912 (LA. GEOD. S.) WAS FOUND WITH THE TOP OF
 BJ2891'THE MARK BROKEN OFF, THE LOWER PORTION OF THE MARK WAS FOUND
 BJ2891'IN GOOD CONDITION, THE TOP OF THE MARK WAS PLACED ON THE
 BJ2891'LOWER PORTION AND REENFORCED WITH CONCRETE, THE ANGLE WAS
 BJ2891'THEN OBSERVED FROM LE BEAU TO C 913 (LA GEOD. S.) AND CHECKED
 BJ2891'WITHIN 10 SECONDS.  A NEW DESCRIPTION FOLLOWS--
 BJ2891'
 BJ2891'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF LE BEAU,
 BJ2891'NEAR THE EAST SIDE OF SEC. 15, T 4 S., R 5 E., ON LAND OWNED
 BJ2891'BY RODNESS GOUDEAU WHO LIVES IN A FARM HOUSE 0.2 MILE WEST
 BJ2891'OF THE STATION, 0.65 MILE EAST OF U.S. HIGHWAY 71.  IT IS
 BJ2891'32 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 2 FEET
 BJ2891'NORTH OF A FENCELINE, 9.5 FEET SOUTHEAST OF A T FENCE CORNER,
 BJ2891'5 FEET EAST-SOUTHEAST OF A RIGHT-OF-WAY FENCE LINE, 9 FEET
 BJ2891'WEST-NORTHWEST OF A LONE 12-INCH OAK TREE, AND 1 FOOT
 BJ2891'SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BJ2891'STAMPED LE BEAU 1941, PROJECTING 2 INCHES
 BJ2891'
 BJ2891'REFERENCE MARK NO. 1 IS 132.23 FEET NORTH OF THE STATION,
 BJ2891'24 FEET WEST-NORTHWEST OF THE CENTER OF THE ROAD, 1.5 FEET
 BJ2891'EAST-SOUTHEAST OF A FENCE LINE, 47 FEET WEST-SOUTH WEST
 BJ2891'OF A POWER POLE, IN LINE WITH A ROW OF POLES AND 1 FOOT
 BJ2891'WEST-NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BJ2891'DISK, STAMPED LE BEAU NO 1 1941, PROJECTING 4 INCHES.
 BJ2891'
 BJ2891'REFERENCE MARK NO. 2 IS 132.40 FEET SOUTHWEST OF THE STATION,
 BJ2891'40 FEET SOUTH-SOUTH WEST OF THE WEST END OF A METAL CULVERT,
 BJ2891'22 FEET WEST-NORTHWEST OF THE CENTER OF THE ROAD, 1.5 FEET
 BJ2891'EAST-SOUTHEAST OF A FENCE LINE, 140 FEET NORTH OF A POWER
 BJ2891'POLE, IN LINE WITH A ROW OF POLES, AND 1 FOOT WEST-NORTHWEST
 BJ2891'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BJ2891'LE BEAU NO 2 1941, PROJECTING 4 INCHES.
 BJ2891'
 BJ2891'C 912 (LA. GEOD. S.) IS 117.623 METERS NORTH OF THE STATION,
 BJ2891'20 FEET WEST-NORTHWEST OF THE CENTER OF THE ROAD, 11 FEET
 BJ2891'SOUTH OF THE SOUTH GATE POST FOR A WIRE GATE, 6.5 FEET
 BJ2891'EAST-SOUTHEAST OF A FENCE LINE, 182 FEET SOUTH OF A T FENCE CORNER,
 BJ2891'213 FEET SOUTH OF A POWER POLE, 3 FEET EAST-SOUTHEAST
 BJ2891'OF A CONCRETE WITNESS POST, AND 1 FOOT WEST-NORTHWEST OF A
 BJ2891'METAL WITNESS POST.  IT IS A STANDARD LOUISIANA GEODETIC
 BJ2891'SURVEY DISK, STAMPED C 912, SET IN THE TOP OF A 6-INCH
 BJ2891'SQUARE CONCRETE POST PROJECTING 6 INCHES.
 BJ2891'
 BJ2891'THE AZIMUTH MARK IS 0.65 MILE SOUTHWEST OF THE STATION, 100
 BJ2891'YARDS NORTHWEST OF THE ROAD LEADING TO THE STATION, 54 FEET
 BJ2891'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 71, 60 FEET NORTH-NORTHWEST
 BJ2891'OF THE NORTHEAST END OF A CONCRETE CULVERT UND THE HIGHWAY,
 BJ2891'47 FEET SOUTH-SOUTHEAST OF A DRIVEWAY INTO A PASTURE, 86
 BJ2891'FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER
 BJ2891'AND WIRES CROSSING THE HIGHWAY, AND 1 FOOT NORTHEAST OF
 BJ2891'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED LE BEAU
 BJ2891'1941, PROJECTING 6 INCHES.
 BJ2891'
 BJ2891'TO REACH THE STATION FROM LE BEAU GO SOUTH ALONG U.S. HIGHWAY
 BJ2891'71 FOR 2.8 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 BJ2891'SOUTH ON U.S. HIGHWAY 71 FOR ABOUT 100 YARDS TO A SIDE ROAD
 BJ2891'LEFT, TURN LEFT AND GO NORTHEAST FOR 0.65 MILE TO THE STATION
 BJ2891'ON THE RIGHT.
 BJ2891
 BJ2891                          STATION RECOVERY (1975)
 BJ2891
 BJ2891'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ2891'3.3 MI SE FROM LEBEAU.
 BJ2891'FROM THE POST OFFICE IN LEBEAU, ABOUT 2.6 MI SE ALONG US HIGHWAY 71,
 BJ2891'TO THE JUNCTION OF A PARISH ROAD LEADING NE, THENCE ABOUT .7 MI NE
 BJ2891'ALONG THE PARISH ROAD, 30 FT SE OF THE CENTERLINE OF A PARISH ROAD,
 BJ2891'9 FT NW OF A 24 INCH PECAN TREE, 9 FT NE OF A FENCE CORNER.
 BJ2891
 BJ2891                          STATION RECOVERY (1977)
 BJ2891
 BJ2891'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1977 (JEG)
 BJ2891'U. S. C. AND G. S. 1969 LEBEAU RECOVERED GOOD.
 BJ2891'
 BJ2891'R. M. NO 2 LEBEAU FOUND DESTROYED.
 BJ2891'
 BJ2891'R. M. NO 1 LEBEAU RECOVERED GOOD.
 BJ2891'
 BJ2891'AZ. MARK LEBEAU RECOVERED GOOD.
 BJ2891'
 BJ2891'AZ. MARK NO 2 LEBEAU RECOVERED GOOD.
 BJ2891'
 BJ2891'NONE OF THESE MONUMENTS ARE WITHIN LIMITS OF THIS PROJECT.
 BJ2891'
 BJ2891'PRESENT DESCRIPTION IS ADEQUATE.
 BJ2891'
 BJ2891'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LEBEAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2869 ***********************************************************************
 BJ2869  DESIGNATION -  LEBEAU
 BJ2869  PID         -  BJ2869
 BJ2869  STATE/COUNTY-  LA/ST LANDRY
 BJ2869  USGS QUAD   -  PALMETTO (1994)
 BJ2869
 BJ2869                         *CURRENT SURVEY CONTROL
 BJ2869  ___________________________________________________________________
 BJ2869* NAD 83(1992)-  30 43 46.92522(N)    091 58 40.40619(W)     ADJUSTED  
 BJ2869* NAVD 88     -        11.00   (+/-2cm)      36.1    (feet)  VERTCON   
 BJ2869  ___________________________________________________________________
 BJ2869  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BJ2869  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ2869
 BJ2869  HORZ ORDER  -  SECOND
 BJ2869  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2869
 BJ2869.The horizontal coordinates were established by classical geodetic methods
 BJ2869.and adjusted by the National Geodetic Survey in January 1993..
 BJ2869
 BJ2869.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2869.The vertical order pertains to the NGVD 29 superseded value.
 BJ2869
 BJ2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2869
 BJ2869.The geoid height was determined by GEOID03.
 BJ2869
 BJ2869;                    North         East     Units Scale Factor Converg.
 BJ2869;SPC LA S     -   247,329.893   938,269.012   MT  1.00000645   -0 19 20.2
 BJ2869;SPC LA S     -   811,448.16  3,078,304.25   sFT  1.00000645   -0 19 20.2
 BJ2869;UTM  15      - 3,400,092.718   597,853.399   MT  0.99971812   +0 31 20.4
 BJ2869
 BJ2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2869!SPC LA S     -   1.00000256  x   1.00000645  =   1.00000901
 BJ2869!UTM  15      -   1.00000256  x   0.99971812  =   0.99972068
 BJ2869
 BJ2869:                Primary Azimuth Mark                     Grid Az
 BJ2869:SPC LA S     -  LEBEAU AZ MK                             055 15 18.1
 BJ2869:UTM  15      -  LEBEAU AZ MK                             054 24 37.5
 BJ2869
 BJ2869|---------------------------------------------------------------------|
 BJ2869| PID    Reference Object                     Distance      Geod. Az  |
 BJ2869|                                                           dddmmss.s |
 BJ2869| CW2013 LEBEAU AZ MK                                       0545557.9 |
 BJ2869| BJ2895 LEBEAU 2 LADTD AZ MK                               1110131.4 |
 BJ2869| BJ2897 LEBEAU LADH RM 1                     22.105 METERS 14458     |
 BJ2869| BJ5271 LEBEAU LADH RM 2                      9.222 METERS 26754     |
 BJ2869|---------------------------------------------------------------------|
 BJ2869
 BJ2869                          SUPERSEDED SURVEY CONTROL
 BJ2869
 BJ2869  NAD 83(1986)-  30 43 46.94548(N)    091 58 40.40128(W) AD(       ) 2
 BJ2869  NAD 27      -  30 43 46.23984(N)    091 58 39.98957(W) AD(       ) 2
 BJ2869  NGVD 29 (??/??/??)   10.981  (m)           36.03   (f) ADJUSTED    2 2
 BJ2869
 BJ2869.Superseded values are not recommended for survey control.
 BJ2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2869.See file dsdata.txt to determine how the superseded data were derived.
 BJ2869
 BJ2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9785300093(NAD 83)
 BJ2869_MARKER: DS = TRIANGULATION STATION DISK
 BJ2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2869_SP_SET: CONCRETE POST
 BJ2869_STAMPING: LEBEAU 1969
 BJ2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2869+STABILITY: SURFACE MOTION
 BJ2869
 BJ2869  HISTORY     - Date     Condition        Report By
 BJ2869  HISTORY     - 1969     MONUMENTED       LADTD
 BJ2869  HISTORY     - 1976     GOOD             LADTD
 BJ2869
 BJ2869                          STATION DESCRIPTION
 BJ2869
 BJ2869'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BJ2869'THE STATION IS LOCATED 2.6 MILES SOUTHWEST OF ROSA AND IN
 BJ2869'LEBEAU IN THE SW 1/4 OF TOWN.  IT IS IN THE SW 1/4 OF
 BJ2869'SECTION 5, T3S, R5E, AND ON PROPERTY OWNED BY STELLYS TRUCK
 BJ2869'STOP.  IT IS 9.70 FEET NORTHWEST OF A 6 INCH SYCAMORE TREE,
 BJ2869'36.30 FEET NORTHEAST OF THE NORTHWEST CORNER OF A RESIDENCE,
 BJ2869'35.0 FEET NORTHEAST OF A 6 INCH SYCAMORE TREE, 60.50 FEET
 BJ2869'NORTHWEST OF A POWER SERVICE POLE, STATION IS SET APPROXIMATELY
 BJ2869'400.0 FEET SOUTH OF STELLYS TRUCK STOP NEAR A RENTAL HOUSE.
 BJ2869'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BJ2869'AND GEODETIC SURVEY DISK STAMPED LEBEAU 1969 FLUSH WITH
 BJ2869'THE SURFACE OF THE GROUND.
 BJ2869'
 BJ2869'REFERENCE MARK NO. 1 IS 72.53 FEET SOUTHEAST OF
 BJ2869'THE STATION.  IT IS 3.00 FEET NORTHWEST OF THE NORTHWEST CORNER
 BJ2869'OF A SHED, 15.60 FEET SOUTH OF A POWER SERVICE POLE, 36.0 FEET
 BJ2869'SOUTHEAST OF THE NORTHEAST CORNER OF A RESIDENCE, AND 63.30
 BJ2869'FEET SOUTHEAST OF A 6 INCH SYCAMORE TREE.  IT IS A LOUISIANA
 BJ2869'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY
 BJ2869'DISK STAMPED R.M. NO. 1 LEBEAU 1969, PROJECTING 2 INCHES.
 BJ2869'
 BJ2869'REFERENCE MARK NO. 2 IS 30.25 FEET WEST OF THE STATION.  IT IS
 BJ2869'38.20 FEET WEST OF A 6 INCH SYCAMORE TREE, 83.60 FEET NORTHWEST
 BJ2869'OF A POWER SERVICE POLE, 35.30 FEET NORTH OF THE NORTHWEST
 BJ2869'CORNER OF A RESIDENCE, AND 18.0 FEET NORTHEAST OF A 6 INCH
 BJ2869'SYCAMORE TREE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ2869'U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO. 2
 BJ2869'LEBEAU 1969, FLUSH WITH THE SURFACE OF THE GROUND.
 BJ2869'
 BJ2869'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS
 BJ2869'92.54 FEET.
 BJ2869'
 BJ2869'THE AZIMUTH MARK IS 0.20 MILE NORTH OF THE STATION.  IT IS
 BJ2869'80.0 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 10,
 BJ2869'2.70 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 9.30
 BJ2869'FEET SOUTHWEST OF THE WEST RAIL ON THE T AND P RAILROAD, 91.0
 BJ2869'FEET EAST OF A TELEGRAPH POLE, 38.75 FEET NORTHEAST OF A
 BJ2869'TELEPHONE POLE, 62.0 FEET NORTHWEST OF A TELEGRAPH POLE,
 BJ2869'APPROXIMATELY 350 FEET EAST OF INTERSECTION OF STATE HIGHWAY
 BJ2869'10 AND U.S. HIGHWAY 71 TO MELVILLE, LOUISIANA.  IT IS A
 BJ2869'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 BJ2869'SURVEY DISK STAMPED AZ. MK. LEBEAU 1969, PROJECTING 4
 BJ2869'INCHES.
 BJ2869'
 BJ2869'TO REACH THE AZIMUTH MARK FROM INTERSECTION OF STATE HIGHWAY
 BJ2869'10 AND U.S. HIGHWAY 71 LEADING TO MELVILLE DRIVE APPROXIMATELY
 BJ2869'350.0 FEET ALONG STATE HIGHWAY 10 TO MELVILLE TO MARK SET ON
 BJ2869'LEFT NEAR RAILROAD.
 BJ2869'
 BJ2869'AZIMUTH MARK 2 IS 0.30 MILE NORTHEAST OF THE STATION.  IT IS
 BJ2869'2.00 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 27.20
 BJ2869'FEET WEST OF A FENCE CORNER, 45.60 FEET NORTHWEST OF A POWER
 BJ2869'POLE, WITH A TRANSFORMER, 54.0 FEET NORTHEAST OF THE CENTERLINE
 BJ2869'OF U.S. HIGHWAY 71 AND APPROXIMATELY 200.0 FEET NORTHWEST OF
 BJ2869'THE POST OFFICE IN SERVICE STATION IN LEBEAU, LOUISIANA.  IT IS
 BJ2869'A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 BJ2869'SURVEY DISK STAMPED AZ. MK. NO. 2 LEBEAU 1969 PROJECTING 3
 BJ2869'INCHES.
 BJ2869'
 BJ2869'TO REACH AZIMUTH MARK 2 FROM THE INTERSECTION OF U.S. HIGHWAY
 BJ2869'71 AND STATE HIGHWAY 10 TO WASHINGTON, DRIVE SOUTH ALONG U.S.
 BJ2869'HIGHWAY 71 FOR 0.25 MILE TO MARK SET ON LEFT.
 BJ2869'
 BJ2869'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BJ2869'10 AND U.S. HIGHWAY 71 IN LEBEAU, TAKE GRAVEL ROAD ON EAST END
 BJ2869'OF STELLYS TRUCK STOP LEADING SOUTH TO ROW OF HOUSES, TURN
 BJ2869'RIGHT ON GRAVEL DRIVE FOR 200.0 FEET TO STATION SET IN FRONT
 BJ2869'OF RESIDENCE.  HOUSES ARE OWNED BY STELLYS TRUCK STOP.
 BJ2869
 BJ2869                          STATION RECOVERY (1976)
 BJ2869
 BJ2869'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 BJ2869'0.4 MI SE FROM LEBEAU.
 BJ2869'FROM THE POST OFFICE IN LEBEAU GO .4 MI NORTHWEST ALONG US HIGHWAY 71,
 BJ2869'THENCE TAKE A GRAVELED ROAD AT THE EAST END OF THE STELLY TRUCK STOP
 BJ2869'LEADING SOUTH TO A ROW OF WOOD FRAME HOUSES. THE STATION IS ABOUT 400
 BJ2869'FT SOUTH OF STELLEYS TRUCK STOP, 10 FT NW OF A 8 INCH SYCAMORE TREE,
 BJ2869'36 FT NW OF THE NE CORNER OF A WOOD FRAME HOUSE, 60 FT NW OF A POWER
 BJ2869'POLE AND 23 FT NW OF LEBEAU, RM NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2895 ***********************************************************************
 BJ2895  DESIGNATION -  LEBEAU 2 LADTD AZ MK
 BJ2895  PID         -  BJ2895
 BJ2895  STATE/COUNTY-  LA/ST LANDRY
 BJ2895  USGS QUAD   -  PALMETTO (1994)
 BJ2895
 BJ2895                         *CURRENT SURVEY CONTROL
 BJ2895  ___________________________________________________________________
 BJ2895* NAD 83(1986)-  30 43 39.     (N)    091 58 22.     (W)     SCALED    
 BJ2895* NAVD 88     -        11.22   (+/-2cm)      36.8    (feet)  VERTCON   
 BJ2895  ___________________________________________________________________
 BJ2895  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ2895
 BJ2895  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2895
 BJ2895.The horizontal coordinates were scaled from a topographic map and have
 BJ2895.an estimated accuracy of +/- 6 seconds.
 BJ2895
 BJ2895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2895.The vertical order pertains to the NGVD 29 superseded value.
 BJ2895
 BJ2895.The geoid height was determined by GEOID03.
 BJ2895
 BJ2895;                    North         East    Units  Estimated Accuracy
 BJ2895;SPC LA S     -   247,080.      938,760.      MT  (+/- 180 meters Scaled)
 BJ2895
 BJ2895                          SUPERSEDED SURVEY CONTROL
 BJ2895
 BJ2895  NGVD 29 (??/??/??)   11.201  (m)           36.75   (f) ADJUSTED    2 2
 BJ2895
 BJ2895.Superseded values are not recommended for survey control.
 BJ2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2895.See file dsdata.txt to determine how the superseded data were derived.
 BJ2895
 BJ2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP983998(NAD 83)
 BJ2895_MARKER: DZ = AZIMUTH MARK DISK
 BJ2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2895_SP_SET: CONCRETE POST
 BJ2895_STAMPING: LEBEAU AZ MK NO 2 1969
 BJ2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2895+STABILITY: SURFACE MOTION
 BJ2895
 BJ2895  HISTORY     - Date     Condition        Report By
 BJ2895  HISTORY     - 1969     MONUMENTED       LADTD
 BJ2895  HISTORY     - 1975     GOOD             LADTD
 BJ2895
 BJ2895                          STATION DESCRIPTION
 BJ2895
 BJ2895'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2895'.03 MI NW FROM LEBEAU.
 BJ2895'FROM THE POST OFFICE IN LEBEAU, ABOUT .03 MI NW ALONG US HIGHWAY 71,
 BJ2895'54 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 46 FT NW OF A POWER POLE,
 BJ2895'27 FT WEST OF A FENCE CORNER, 200 FT NW OF LEBEAU POST OFFICE AND
 BJ2895'GAS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2889 ***********************************************************************
 BJ2889  DESIGNATION -  LEBEAU AZ MK
 BJ2889  PID         -  BJ2889
 BJ2889  STATE/COUNTY-  LA/ST LANDRY
 BJ2889  USGS QUAD   -  PALMETTO (1994)
 BJ2889
 BJ2889                         *CURRENT SURVEY CONTROL
 BJ2889  ___________________________________________________________________
 BJ2889* NAD 83(1986)-  30 41 57.     (N)    091 56 50.     (W)     SCALED    
 BJ2889* NAVD 88     -        10.21   (+/-2cm)      33.5    (feet)  VERTCON   
 BJ2889  ___________________________________________________________________
 BJ2889  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2889
 BJ2889  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2889
 BJ2889.The horizontal coordinates were scaled from a topographic map and have
 BJ2889.an estimated accuracy of +/- 6 seconds.
 BJ2889
 BJ2889.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2889.The vertical order pertains to the NGVD 29 superseded value.
 BJ2889
 BJ2889.The geoid height was determined by GEOID03.
 BJ2889
 BJ2889;                    North         East    Units  Estimated Accuracy
 BJ2889;SPC LA S     -   243,930.      941,190.      MT  (+/- 180 meters Scaled)
 BJ2889
 BJ2889                          SUPERSEDED SURVEY CONTROL
 BJ2889
 BJ2889  NGVD 29 (??/??/??)   10.199  (m)           33.46   (f) ADJUSTED    2 2
 BJ2889
 BJ2889.Superseded values are not recommended for survey control.
 BJ2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2889.See file dsdata.txt to determine how the superseded data were derived.
 BJ2889
 BJ2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP008967(NAD 83)
 BJ2889_MARKER: DZ = AZIMUTH MARK DISK
 BJ2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2889_SP_SET: CONCRETE POST
 BJ2889_STAMPING: LEBEAU AZMK 1941
 BJ2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2889+STABILITY: SURFACE MOTION
 BJ2889
 BJ2889  HISTORY     - Date     Condition        Report By
 BJ2889  HISTORY     - 1941     MONUMENTED       CGS
 BJ2889  HISTORY     - 1975     GOOD             LADTD
 BJ2889
 BJ2889                          STATION DESCRIPTION
 BJ2889
 BJ2889'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2889'2.6 MI SE FROM LEBEAU.
 BJ2889'FROM THE POST OFFICE IN LEBEAU, ABOUT 2.6 MI SE ALONG US HIGHWAY 71,
 BJ2889'325 FT NW OF THE JUNCTION OF US HIGHWAY 71 AND A PARISH ROAD LEADING
 BJ2889'NE AND SW, 53 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 61 FT NORTH
 BJ2889'OF THE CENTER OF THE NE HEADWALL OF A CROSS DRAIN UNDER US HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2897 ***********************************************************************
 BJ2897  DESIGNATION -  LEBEAU LADH RM 1
 BJ2897  PID         -  BJ2897
 BJ2897  STATE/COUNTY-  LA/ST LANDRY
 BJ2897  USGS QUAD   -  PALMETTO (1994)
 BJ2897
 BJ2897                         *CURRENT SURVEY CONTROL
 BJ2897  ___________________________________________________________________
 BJ2897* NAD 83(1986)-  30 43 59.     (N)    091 58 39.     (W)     SCALED    
 BJ2897* NAVD 88     -        11.25   (+/-2cm)      36.9    (feet)  VERTCON   
 BJ2897  ___________________________________________________________________
 BJ2897  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ2897
 BJ2897  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2897
 BJ2897.The horizontal coordinates were scaled from a topographic map and have
 BJ2897.an estimated accuracy of +/- 6 seconds.
 BJ2897
 BJ2897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2897.The vertical order pertains to the NGVD 29 superseded value.
 BJ2897
 BJ2897.The geoid height was determined by GEOID03.
 BJ2897
 BJ2897;                    North         East    Units  Estimated Accuracy
 BJ2897;SPC LA S     -   247,700.      938,310.      MT  (+/- 180 meters Scaled)
 BJ2897
 BJ2897                          SUPERSEDED SURVEY CONTROL
 BJ2897
 BJ2897  NGVD 29 (??/??/??)   11.230  (m)           36.84   (f) ADJUSTED    2 2
 BJ2897
 BJ2897.Superseded values are not recommended for survey control.
 BJ2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2897.See file dsdata.txt to determine how the superseded data were derived.
 BJ2897
 BJ2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ978004(NAD 83)
 BJ2897_MARKER: DR = REFERENCE MARK DISK
 BJ2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2897_SP_SET: CONCRETE POST
 BJ2897_STAMPING: LEBEAU NO 1 1969
 BJ2897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2897+STABILITY: SURFACE MOTION
 BJ2897
 BJ2897  HISTORY     - Date     Condition        Report By
 BJ2897  HISTORY     - 1969     MONUMENTED       LADTD
 BJ2897  HISTORY     - 1975     GOOD             LADTD
 BJ2897
 BJ2897                          STATION DESCRIPTION
 BJ2897
 BJ2897'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2897'0.4 MI SW FROM LEBEAU.
 BJ2897'FROM THE POST OFFICE IN LEBEAU GO .4 MI NW ALONG US HIGHWAY 71, THENCE
 BJ2897'TAKE A GRAVEL ROAD AT THE EAST END OF THE STELLY TRUCK STOP LEADING
 BJ2897'SOUTH TO A ROW OF WOOD FRAME HOUSES, LEBEAU RM NO 1 IS ABOUT 400 FT
 BJ2897'SOUTH OF STELLEYS TRUCK STOP, 10 FT NW OF A 8 INCH SYCIMORE TREE, 36
 BJ2897'FT NE OF THE NE CONNER OF A WOOD FRAME HOUSE, 61 FT NW OF A SERVICE
 BJ2897'POWER POLE, 72 FT NW OF LEBEAU TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2892 ***********************************************************************
 BJ2892  DESIGNATION -  LEBEAU RM 1
 BJ2892  PID         -  BJ2892
 BJ2892  STATE/COUNTY-  LA/ST LANDRY
 BJ2892  USGS QUAD   -  PALMETTO (1994)
 BJ2892
 BJ2892                         *CURRENT SURVEY CONTROL
 BJ2892  ___________________________________________________________________
 BJ2892* NAD 83(1986)-  30 42 11.     (N)    091 56 21.     (W)     SCALED    
 BJ2892* NAVD 88     -        11.04   (+/-2cm)      36.2    (feet)  VERTCON   
 BJ2892  ___________________________________________________________________
 BJ2892  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2892
 BJ2892  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2892
 BJ2892.The horizontal coordinates were scaled from a topographic map and have
 BJ2892.an estimated accuracy of +/- 6 seconds.
 BJ2892
 BJ2892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2892.The vertical order pertains to the NGVD 29 superseded value.
 BJ2892
 BJ2892.The geoid height was determined by GEOID03.
 BJ2892
 BJ2892;                    North         East    Units  Estimated Accuracy
 BJ2892;SPC LA S     -   244,360.      941,960.      MT  (+/- 180 meters Scaled)
 BJ2892
 BJ2892                          SUPERSEDED SURVEY CONTROL
 BJ2892
 BJ2892  NGVD 29 (??/??/??)   11.022  (m)           36.16   (f) ADJUSTED    2 2
 BJ2892
 BJ2892.Superseded values are not recommended for survey control.
 BJ2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2892.See file dsdata.txt to determine how the superseded data were derived.
 BJ2892
 BJ2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP015971(NAD 83)
 BJ2892_MARKER: DR = REFERENCE MARK DISK
 BJ2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2892_SP_SET: CONCRETE POST
 BJ2892_STAMPING: LEBEAU NO 1 1941
 BJ2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2892+STABILITY: SURFACE MOTION
 BJ2892
 BJ2892  HISTORY     - Date     Condition        Report By
 BJ2892  HISTORY     - 1941     MONUMENTED       CGS
 BJ2892  HISTORY     - 1975     GOOD             LADTD
 BJ2892
 BJ2892                          STATION DESCRIPTION
 BJ2892
 BJ2892'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2892'3.3 MI SE FROM LEBEAU.
 BJ2892'FROM THE POST OFFICE IN LEBEAU, ABOUT 2.6 MI SE ALONG US HIGHWAY 71,
 BJ2892'TO THE JUNCTION OF A PARISH ROAD LEADING NE, THENCE ABOUT .7 MI NE
 BJ2892'ALONG THE PARISH ROAD, 132 FT NE OF LEBEAU TRIANGULATION STATION, 24
 BJ2892'FT NORTH OF THE CENTERLINE OF A PARISH ROAD, 48 FT SW OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2890 ***********************************************************************
 BJ2890  DESIGNATION -  LEBEAU RM 2
 BJ2890  PID         -  BJ2890
 BJ2890  STATE/COUNTY-  LA/ST LANDRY
 BJ2890  USGS QUAD   -  PALMETTO (1994)
 BJ2890
 BJ2890                         *CURRENT SURVEY CONTROL
 BJ2890  ___________________________________________________________________
 BJ2890* NAD 83(1986)-  30 42 11.     (N)    091 56 21.     (W)     SCALED    
 BJ2890* NAVD 88     -        10.79   (+/-2cm)      35.4    (feet)  VERTCON   
 BJ2890  ___________________________________________________________________
 BJ2890  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2890
 BJ2890  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2890
 BJ2890.The horizontal coordinates were scaled from a topographic map and have
 BJ2890.an estimated accuracy of +/- 6 seconds.
 BJ2890
 BJ2890.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2890.The vertical order pertains to the NGVD 29 superseded value.
 BJ2890
 BJ2890.The geoid height was determined by GEOID03.
 BJ2890
 BJ2890;                    North         East    Units  Estimated Accuracy
 BJ2890;SPC LA S     -   244,360.      941,960.      MT  (+/- 180 meters Scaled)
 BJ2890
 BJ2890                          SUPERSEDED SURVEY CONTROL
 BJ2890
 BJ2890  NGVD 29 (??/??/??)   10.779  (m)           35.36   (f) ADJUSTED    2 2
 BJ2890
 BJ2890.Superseded values are not recommended for survey control.
 BJ2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2890.See file dsdata.txt to determine how the superseded data were derived.
 BJ2890
 BJ2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP015971(NAD 83)
 BJ2890_MARKER: DR = REFERENCE MARK DISK
 BJ2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2890_SP_SET: CONCRETE POST
 BJ2890_STAMPING: LEBEAU NO 2 1941
 BJ2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2890+STABILITY: SURFACE MOTION
 BJ2890
 BJ2890  HISTORY     - Date     Condition        Report By
 BJ2890  HISTORY     - 1941     MONUMENTED       CGS
 BJ2890  HISTORY     - 1975     GOOD             LADTD
 BJ2890
 BJ2890                          STATION DESCRIPTION
 BJ2890
 BJ2890'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2890'3.3 MI SE FROM LEBEAUGS.
 BJ2890'FROM THE POST OFFICE IN LEBEAU, ABOUT 2.6 MI SE ALONG US HIGHWAY 71,
 BJ2890'TO THE JUNCTION OF A PARISH ROAD LEADING NE, THENCE ABOUT .7 MI NE
 BJ2890'ALONG THE PARISH ROAD, 132 FT NW OF LEBEAU TRIANGULATION STATION,  23
 BJ2890'FT NORTH OF THE CENTERLINE OF A PARISH ROAD. 1.3 FT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5272 ***********************************************************************
 BJ5272  DESIGNATION -  LEBEAU S CEN BELL MW KLK 86
 BJ5272  PID         -  BJ5272
 BJ5272  STATE/COUNTY-  LA/ST LANDRY
 BJ5272  USGS QUAD   -  PALMETTO (1994)
 BJ5272
 BJ5272                         *CURRENT SURVEY CONTROL
 BJ5272  ___________________________________________________________________
 BJ5272* NAD 83(1992)-  30 41 12.05143(N)    091 59 15.95324(W)     ADJUSTED  
 BJ5272* NAVD 88     -                                                        
 BJ5272  ___________________________________________________________________
 BJ5272  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BJ5272  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5272
 BJ5272  HORZ ORDER  -  THIRD
 BJ5272
 BJ5272.The horizontal coordinates were established by classical geodetic methods
 BJ5272.and adjusted by the National Geodetic Survey in January 1993..
 BJ5272
 BJ5272
 BJ5272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5272
 BJ5272.The geoid height was determined by GEOID03.
 BJ5272
 BJ5272;                    North         East     Units Scale Factor Converg.
 BJ5272;SPC LA S     -   242,565.878   937,296.107   MT  0.99999719   -0 19 38.0
 BJ5272;SPC LA S     -   795,818.22  3,075,112.31   sFT  0.99999719   -0 19 38.0
 BJ5272;UTM  15      - 3,395,316.246   596,951.049   MT  0.99971595   +0 30 59.9
 BJ5272
 BJ5272                          SUPERSEDED SURVEY CONTROL
 BJ5272
 BJ5272  NAD 83(1986)-  30 41 12.07143(N)    091 59 15.94789(W) AD(       ) 4
 BJ5272  NAD 27      -  30 41 11.37221(N)    091 59 15.54047(W) AD(       ) 3
 BJ5272
 BJ5272.Superseded values are not recommended for survey control.
 BJ5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5272.See file dsdata.txt to determine how the superseded data were derived.
 BJ5272
 BJ5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9695195316(NAD 83)
 BJ5272_MARKER: 45 = MICROWAVE TOWER
 BJ5272
 BJ5272  HISTORY     - Date     Condition        Report By
 BJ5272  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5272
 BJ5272                          STATION DESCRIPTION
 BJ5272
 BJ5272'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5272'THE RED LIGHT ON TOP OF THE MICROWAVE TOWER OF THE SOUTH
 BJ5272'CENTRAL BELL TELEPHONE COMPANY.  IT IS A FOUR-LEGGED STEEL
 BJ5272'STRUCTURE, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, HAS
 BJ5272'FOUR HORN ANTENNAS NEAR THE TOP.  IT IS 4 MILES EAST OF BEGGS,
 BJ5272'3 MILES SOUTH-SOUTHEAST OF LEBEAU, 2 MILES NORTHWEST OF WAXIE
 BJ5272'AND 2 MILES SOUTHEAST AND SOUTH ON STATE HIGHWAY 359 FROM
 BJ5272'THE JUNCTION OF STATE HIGHWAYS 10 AND 359 ABOUT 3 MILE
 BJ5272'NORTHEASTERLY FROM BEGGS.  THE TOWER HAS AN OVERALL HEIGHT
 BJ5272'OF 320 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2393 ***********************************************************************
 BJ2393  DESIGNATION -  LEBLANC BOLT
 BJ2393  PID         -  BJ2393
 BJ2393  STATE/COUNTY-  LA/ST MARTIN
 BJ2393  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2393
 BJ2393                         *CURRENT SURVEY CONTROL
 BJ2393  ___________________________________________________________________
 BJ2393* NAD 83(1986)-  30 17 52.     (N)    091 38 45.     (W)     SCALED    
 BJ2393* NAVD 88     -         4.76   (+/-2cm)      15.6    (feet)  VERTCON   
 BJ2393  ___________________________________________________________________
 BJ2393  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2393
 BJ2393  VERT ORDER  -  ? (See Below)
 BJ2393
 BJ2393.The horizontal coordinates were scaled from a topographic map and have
 BJ2393.an estimated accuracy of +/- 6 seconds.
 BJ2393
 BJ2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2393.The vertical order pertains to the NGVD 29 superseded value.
 BJ2393
 BJ2393.The geoid height was determined by GEOID03.
 BJ2393
 BJ2393;                    North         East    Units  Estimated Accuracy
 BJ2393;SPC LA S     -   199,320.      969,940.      MT  (+/- 180 meters Scaled)
 BJ2393
 BJ2393                          SUPERSEDED SURVEY CONTROL
 BJ2393
 BJ2393  NGVD 29 (??/??/??)    4.771  (m)           15.65   (f) ADJUSTED    ?  
 BJ2393
 BJ2393.Superseded values are not recommended for survey control.
 BJ2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2393.See file dsdata.txt to determine how the superseded data were derived.
 BJ2393
 BJ2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP302525(NAD 83)
 BJ2393_MARKER: B = BOLT
 BJ2393_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2393_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2393
 BJ2393  HISTORY     - Date     Condition        Report By
 BJ2393  HISTORY     - UNK      MONUMENTED       DOD
 BJ2393  HISTORY     - 1933     GOOD             DOD
 BJ2393
 BJ2393                          STATION DESCRIPTION
 BJ2393
 BJ2393'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2393'2.6 MI E FROM BUTTE LA ROSE.
 BJ2393'2.6 MILES EAST ALONG THE LEFT BANK OF UPPER GRAND RIVER FROM THE
 BJ2393'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, IN THE SOUTH END
 BJ2393'OF IRREGULAR SEC. 16, T. 9 S., R. 8 E., ABOUT 1,400 FEET NORTH OF THE
 BJ2393'UPSTREAM EDGE OF A CLEARING FOR A DREDGE CUT, 115 FEET BACK OF THE
 BJ2393'RIVER BANK, 64 FEET NORTH OF THE UPSTREAM EDGE OF THE ARISTIDE LEBLANC
 BJ2393'RESIDENCE, 38.7 FEET SOUTHEAST OF THE HENRY EIBERTS GRAVE, 113 FEET
 BJ2393'NORTHWEST OF A BLAZED 26-INCH WILLOW TREE, 53.3 FEET NORTHWEST OF A
 BJ2393'BLAZED 8-INCH CYPRESS TREE, 40.7 FEET SOUTHWEST OF A BLAZED 10-INCH
 BJ2393'SYCAMORE TREE, 25 FEET BACK OF THE RESIDENCE, AND 5.7 FEET SOUTHEAST
 BJ2393'OF A BLAZED 12-INCH COTTONWOOD TREE.  A COPPER BOLT, SET IN THE TOP OF
 BJ2393'A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BJ2393'THROUGH AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND AND
 BJ2393'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2392 ***********************************************************************
 BJ2392  DESIGNATION -  LEBLANC CAP
 BJ2392  PID         -  BJ2392
 BJ2392  STATE/COUNTY-  LA/ST MARTIN
 BJ2392  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2392
 BJ2392                         *CURRENT SURVEY CONTROL
 BJ2392  ___________________________________________________________________
 BJ2392* NAD 83(1986)-  30 17 52.     (N)    091 38 45.     (W)     SCALED    
 BJ2392* NAVD 88     -         5.98   (+/-2cm)      19.6    (feet)  VERTCON   
 BJ2392  ___________________________________________________________________
 BJ2392  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2392
 BJ2392  VERT ORDER  -  ? (See Below)
 BJ2392
 BJ2392.The horizontal coordinates were scaled from a topographic map and have
 BJ2392.an estimated accuracy of +/- 6 seconds.
 BJ2392
 BJ2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2392.The vertical order pertains to the NGVD 29 superseded value.
 BJ2392
 BJ2392.The geoid height was determined by GEOID03.
 BJ2392
 BJ2392;                    North         East    Units  Estimated Accuracy
 BJ2392;SPC LA S     -   199,320.      969,940.      MT  (+/- 180 meters Scaled)
 BJ2392
 BJ2392                          SUPERSEDED SURVEY CONTROL
 BJ2392
 BJ2392  NGVD 29 (??/??/??)    5.990  (m)           19.65   (f) ADJUSTED    ?  
 BJ2392
 BJ2392.Superseded values are not recommended for survey control.
 BJ2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2392.See file dsdata.txt to determine how the superseded data were derived.
 BJ2392
 BJ2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP302525(NAD 83)
 BJ2392_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2392
 BJ2392  HISTORY     - Date     Condition        Report By
 BJ2392  HISTORY     - UNK      MONUMENTED       DOD
 BJ2392  HISTORY     - 1933     GOOD             DOD
 BJ2392
 BJ2392                          STATION DESCRIPTION
 BJ2392
 BJ2392'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2392'2.6 MI E FROM BUTTE LA ROSE.
 BJ2392'2.6 MILES EAST ALONG THE LEFT BANK OF UPPER GRAND RIVER FROM THE
 BJ2392'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, IN THE SOUTH END
 BJ2392'OF IRREGULAR SEC. 16, T. 9 S., R. 8 E., ABOUT 1,400 FEET NORTH OF THE
 BJ2392'UPSTREAM EDGE OF A CLEARING FOR A DREDGED CUT, 115 FEET BACK OF THE
 BJ2392'RIVER BANK, 64 FEET NORTH OF THE UPSTREAM EDGE OF THE ARISTIDE LEBLANC
 BJ2392'RESIDENCE, 38.7 FEET SOUTHEAST OF THE HENRY EIBERTS GRAVE, 113 FEET
 BJ2392'NORTHWEST OF A BLAZED 26-INCH WILLOW TREE, 53.8 FEET NORTHWEST OF A
 BJ2392'BLAZED 8-INCH CYPRESS TREE, 40.7 FEET SOUTHWEST OF A BLAZED 10-INCH
 BJ2392'SYCAMORE TREE, 25 FEET BACK OF THE RESIDENCE, AND 5.7 FEET SOUTHEAST
 BJ2392'OF A BLAZED 12-INCH COTTONWOOD TREE.  AN IRON PIPE PROJECTING ABOUT 6
 BJ2392'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2392'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2611 ***********************************************************************
 BX2611  DESIGNATION -  LECOMPTE MUNICIPAL TANK
 BX2611  PID         -  BX2611
 BX2611  STATE/COUNTY-  LA/RAPIDES
 BX2611  USGS QUAD   -  LECOMPTE (1992)
 BX2611
 BX2611                         *CURRENT SURVEY CONTROL
 BX2611  ___________________________________________________________________
 BX2611* NAD 83(1992)-  31 05 13.69156(N)    092 24 00.22068(W)     ADJUSTED  
 BX2611* NAVD 88     -                                                        
 BX2611  ___________________________________________________________________
 BX2611  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BX2611  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX2611
 BX2611  HORZ ORDER  -  THIRD
 BX2611
 BX2611.The horizontal coordinates were established by classical geodetic methods
 BX2611.and adjusted by the National Geodetic Survey in January 1993..
 BX2611
 BX2611
 BX2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2611
 BX2611.The geoid height was determined by GEOID03.
 BX2611
 BX2611;                    North         East     Units Scale Factor Converg.
 BX2611;SPC LA N     -    65,104.983 1,009,536.062   MT  1.00001898   +0 03 10.2
 BX2611;SPC LA N     -   213,598.60  3,312,119.56   sFT  1.00001898   +0 03 10.2
 BX2611;SPC LA S     -   287,260.247   898,206.444   MT  1.00010526   -0 32 00.2
 BX2611;SPC LA S     -   942,452.99  2,946,865.64   sFT  1.00010526   -0 32 00.2
 BX2611;UTM  15      - 3,439,413.608   557,222.131   MT  0.99964039   +0 18 35.2
 BX2611
 BX2611                          SUPERSEDED SURVEY CONTROL
 BX2611
 BX2611  NAD 83(1986)-  31 05 13.71209(N)    092 24 00.21422(W) AD(       ) 4
 BX2611  NAD 27      -  31 05 13.03252(N)    092 23 59.73133(W) AD(       ) 3
 BX2611
 BX2611.Superseded values are not recommended for survey control.
 BX2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2611.See file dsdata.txt to determine how the superseded data were derived.
 BX2611
 BX2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5722239414(NAD 83)
 BX2611_MARKER: 53 = ELEVATED TANK
 BX2611
 BX2611  HISTORY     - Date     Condition        Report By
 BX2611  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2611  HISTORY     - 1959     GOOD             CGS
 BX2611  HISTORY     - 1969     GOOD             CGS
 BX2611  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2611
 BX2611                          STATION DESCRIPTION
 BX2611
 BX2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2611'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BX2611'VISITED 10-14-59 AND WAS FOUND IN GOOD CONDITION.  IT IS
 BX2611'LOCATED IN THE CENTER OF THE TOWN OF LECOMPTE, 110 FEET
 BX2611'NORTH OF THE CENTER OF MAIN STREET, AND 90 FEET WEST OF THE
 BX2611'CENTER OF A NORTH-SOUTH STREET, AND ACROSS THE STREET AND
 BX2611'SOUTHWEST OF THE METHODIST CHURCH.  IT IS A FOUR LEGGED
 BX2611'STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP.
 BX2611
 BX2611                          STATION RECOVERY (1969)
 BX2611
 BX2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2611'STATION WAS RECOVERED AS DESCRIBED BY A.K. HANSEN IN THE 1959
 BX2611'RECOVERY NOTE.
 BX2611
 BX2611                          STATION RECOVERY (1999)
 BX2611
 BX2611'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2842 ***********************************************************************
 BK2842  DESIGNATION -  LEDOUX
 BK2842  PID         -  BK2842
 BK2842  STATE/COUNTY-  LA/ACADIA
 BK2842  USGS QUAD   -  IOTA (1987)
 BK2842
 BK2842                         *CURRENT SURVEY CONTROL
 BK2842  ___________________________________________________________________
 BK2842* NAD 83(1992)-  30 17 23.00861(N)    092 28 26.87975(W)     ADJUSTED  
 BK2842* NAVD 88     -         7.9  **(meters)      26.   **(feet)  VERTCON   
 BK2842  **This station is located in a subsidence area (see below).
 BK2842  ___________________________________________________________________
 BK2842  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2842  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2842
 BK2842  HORZ ORDER  -  SECOND
 BK2842
 BK2842.The horizontal coordinates were established by classical geodetic methods
 BK2842.and adjusted by the National Geodetic Survey in January 1993..
 BK2842
 BK2842 ** The orthometric height has not been validated since last determined
 BK2842 ** by differential leveling and should not be used for control purposes.
 BK2842 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2842 ** area with valid NAVD 88 orthometric heights.
 BK2842 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2842 ** epoch indicated which incorporates improved geoid heights for the
 BK2842 ** Southern Louisiana Subsidence area.
 BK2842 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2842
 BK2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2842
 BK2842.The geoid height was determined by GEOID03.
 BK2842
 BK2842;                    North         East     Units Scale Factor Converg.
 BK2842;SPC LA S     -   198,927.831   890,258.170   MT  0.99993840   -0 34 13.5
 BK2842;SPC LA S     -   652,649.06  2,920,788.68   sFT  0.99993840   -0 34 13.5
 BK2842;UTM  15      - 3,351,006.949   550,571.007   MT  0.99963155   +0 15 54.9
 BK2842
 BK2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2842!SPC LA S     -   1.00000306  x   0.99993840  =   0.99994146
 BK2842!UTM  15      -   1.00000306  x   0.99963155  =   0.99963461
 BK2842
 BK2842:                Primary Azimuth Mark                     Grid Az
 BK2842:SPC LA S     -  LEDOUX AZ MK                             015 15 05.7
 BK2842:UTM  15      -  LEDOUX AZ MK                             014 24 57.3
 BK2842
 BK2842|---------------------------------------------------------------------|
 BK2842| PID    Reference Object                     Distance      Geod. Az  |
 BK2842|                                                           dddmmss.s |
 BK2842| CW2014 LEDOUX AZ MK                                       0144052.2 |
 BK2842| BK2841 LEDOUX LDH 1974 RM 1                  7.835 METERS 17940     |
 BK2842| CW2015 LEDOUX RM 2                          22.345 METERS 29727     |
 BK2842| BK2836 IOTA MUNICIPAL TANK                 APPROX. 5.1 KM 3352823.0 |
 BK2842|---------------------------------------------------------------------|
 BK2842
 BK2842                          SUPERSEDED SURVEY CONTROL
 BK2842
 BK2842  NAD 83(1986)-  30 17 23.02832(N)    092 28 26.87382(W) AD(       ) 2
 BK2842  NAD 27      -  30 17 22.29632(N)    092 28 26.38884(W) AD(       ) 2
 BK2842  NGVD 29 (07/19/86)    7.9    (m)           26.     (f) VERT ANG       
 BK2842
 BK2842.Superseded values are not recommended for survey control.
 BK2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2842.See file dsdata.txt to determine how the superseded data were derived.
 BK2842
 BK2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5057151007(NAD 83)
 BK2842_MARKER: DD = SURVEY DISK
 BK2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2842
 BK2842  HISTORY     - Date     Condition        Report By
 BK2842  HISTORY     - 1974     MONUMENTED       LADH
 BK2842
 BK2842                          STATION DESCRIPTION
 BK2842
 BK2842'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2842'THE STATION IS LOCATED 4 MILES NORTHEAST OF EGAN, 5 MILES NORTHWEST
 BK2842'OF CROWLEY AND 2 MILES SOUTHEAST OF IOTA, IN THE NORTHWEST QUARTER
 BK2842'OF SECTION 9, T9S, R1W, AND ON THE PROPERTY OWNED BY MR. GERALD
 BK2842'LEDOUX, RT. 1, BOX 194, IOTA, LA.  TELEPHONE 779-3387.
 BK2842'
 BK2842'TO REACH THE STATION FROM THE HIGH SCHOOL OF IOTA, GO SOUTH ALONG
 BK2842'STATE HIGHWAYS 91 AND 98 FOR 0.4 MILE TO WHERE STATE HIGHWAY 98
 BK2842'TURNS EAST, TURN LEFT AND GO EAST ALONG STATE HIGHWAY 98 FOR 1.3
 BK2842'MILES TO THE JUNCTION OF STATE HIGHWAYS 98 AND 1120, TURN RIGHT
 BK2842'AND GO SOUTH ALONG STATE HIGHWAY 1120 FOR 2.0 MILES TO A GRAVEL
 BK2842'ROAD RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND GO WEST FOR 0.08
 BK2842'MILE TO THE STATION ON THE LEFT AND SOUTH OF THE ROAD NEAR A HOUSE.
 BK2842'
 BK2842'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG THE
 BK2842'GRAVEL ROAD FOR 0.08 MILE TO STATE HIGHWAY 1120, TURN LEFT AND GO
 BK2842'NORTH ALONG STATE HIGHWAY 1120 FOR 0.4 MILE TO MARK SET ON THE
 BK2842'RIGHT AND EAST OF THE HIGHWAY NEAR A GATE.
 BK2842'
 BK2842'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2842'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2842'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2842'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2842'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2842'STAMPED LEDOUX 1974.  IT IS 74 FEET NORTHWEST OF THE NORTHWEST
 BK2842'CORNER OF A FRAME HOUSE, 64 FEET SOUTH OF THE CENTER OF A GRAVEL
 BK2842'ROAD, 38 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 28
 BK2842'FEET WEST OF THE CENTER OF A SHELL DRIVE AND 1.5 FEET EAST OF A
 BK2842'FENCE.
 BK2842'
 BK2842'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2842'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2842'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2842'STAMPED LEDOUX RM 1 1974.  IT IS 89 FEET SOUTH OF THE CENTER OF A
 BK2842'GRAVEL ROAD, 63 FEET SOUTH OF A FENCE CORNER, 60.5 FEET
 BK2842'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 28 FEET WEST
 BK2842'OF THE CENTER OF A SHELL DRIVE AND 2 FEET EAST OF A FENCE.
 BK2842'
 BK2842'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2842'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2842'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2842'STAMPED LEDOUX RM 2 1974.  IT IS 64 FEET WEST OF A FENCE CORNER,
 BK2842'31 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 14.5 FEET EAST OF
 BK2842'THE CENTER OF A PIPE GATE, 13 FEET SOUTH-SOUTHEAST OF THE EAST
 BK2842'END OF A METAL CULVERT AND 4 FEET SOUTH OF A FENCE.
 BK2842'
 BK2842'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2842'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2842'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2842'STAMPED LEDOUX AZ. MK. 1974.  IT IS 36 FEET EAST OF THE CENTER OF
 BK2842'STATE HIGHWAY 1120, 17.5 FEET SOUTH OF THE CENTER OF A SHELL
 BK2842'DRIVE, 9 FEET SOUTHEAST OF THE SOUTH END OF A SIDE-DRAIN, 5 FEET
 BK2842'WEST OF A FENCE, 4.5 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE AND
 BK2842'2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BK2842'
 BK2842'NEAREST TOWN--EGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0762 ***********************************************************************
 BX0762  DESIGNATION -  LEE
 BX0762  PID         -  BX0762
 BX0762  STATE/COUNTY-  LA/RAPIDES
 BX0762  USGS QUAD   -  ALEXANDRIA (1992)
 BX0762
 BX0762                         *CURRENT SURVEY CONTROL
 BX0762  ___________________________________________________________________
 BX0762* NAD 83(1992)-  31 18 19.82027(N)    092 26 56.79933(W)     ADJUSTED  
 BX0762* NAVD 88     -        23.20   (+/-2cm)      76.1    (feet)  VERTCON   
 BX0762  ___________________________________________________________________
 BX0762  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BX0762  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX0762
 BX0762  HORZ ORDER  -  FIRST
 BX0762  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0762
 BX0762.The horizontal coordinates were established by classical geodetic methods
 BX0762.and adjusted by the National Geodetic Survey in January 1993..
 BX0762
 BX0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0762.The vertical order pertains to the NGVD 29 superseded value.
 BX0762
 BX0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0762
 BX0762.The geoid height was determined by GEOID03.
 BX0762
 BX0762;                    North         East     Units Scale Factor Converg.
 BX0762;SPC LA N     -    89,312.780 1,004,844.422   MT  0.99997142   +0 01 36.9
 BX0762;SPC LA N     -   293,020.35  3,296,727.07   sFT  0.99997142   +0 01 36.9
 BX0762;UTM  15      - 3,463,591.386   552,423.174   MT  0.99963390   +0 17 10.5
 BX0762
 BX0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0762!SPC LA N     -   1.00000052  x   0.99997142  =   0.99997194
 BX0762!UTM  15      -   1.00000052  x   0.99963390  =   0.99963442
 BX0762
 BX0762|---------------------------------------------------------------------|
 BX0762| PID    Reference Object                     Distance      Geod. Az  |
 BX0762|                                                           dddmmss.s |
 BX0762| CY4852 LEE RM                               11.482 METERS 34339     |
 BX0762|---------------------------------------------------------------------|
 BX0762
 BX0762                          SUPERSEDED SURVEY CONTROL
 BX0762
 BX0762  NAD 83(1986)-  31 18 19.83931(N)    092 26 56.79569(W) AD(       ) 1
 BX0762  NAD 27      -  31 18 19.18333(N)    092 26 56.30036(W) AD(       ) 1
 BX0762  NGVD 29 (??/??/??)   23.190  (m)           76.08   (f) ADJUSTED    1 2
 BX0762
 BX0762.Superseded values are not recommended for survey control.
 BX0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0762.See file dsdata.txt to determine how the superseded data were derived.
 BX0762
 BX0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5242363591(NAD 83)
 BX0762_MARKER: DS = TRIANGULATION STATION DISK
 BX0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0762_STAMPING: 76.955 LEE 1919
 BX0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0762+STABILITY: SURFACE MOTION
 BX0762
 BX0762  HISTORY     - Date     Condition        Report By
 BX0762  HISTORY     - 1919     MONUMENTED       CGS
 BX0762  HISTORY     - 1934     GOOD             CGS
 BX0762  HISTORY     - 1935     GOOD             LAGS
 BX0762  HISTORY     - 1935     GOOD             CGS
 BX0762  HISTORY     - 1962     MARK NOT FOUND   CGS
 BX0762  HISTORY     - 1970     MARK NOT FOUND   NGS
 BX0762  HISTORY     - 1970     MARK NOT FOUND   NGS
 BX0762  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0762
 BX0762                          STATION DESCRIPTION
 BX0762
 BX0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX0762'STATION IS IN ALEXANDRIA, ABOUT 11 METERS (36 FEET) N FROM CENTER
 BX0762'LINE OF W END OF WASHINGTON STREET, ABOUT 110 METERS (361
 BX0762'FEET) N FROM CENTER LINE OF LEE STREET CROSSING, ABOUT 115
 BX0762'METERS (377 FEET) N FROM BLOCK HOUSE AT LEE STREET CROSSING,
 BX0762'ABOUT 4-1/2 METERS (15 FEET) E FROM E RAIL OF MISSOURI PACIFIC
 BX0762'AND TEXAS AND PACIFIC UNION TRACK, AND ABOUT 12 METERS (39
 BX0762'FEET) W OF LAST HOUSE ON N SIDE OF WASHINGTON STREET.
 BX0762'
 BX0762'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BX0762'IN CONCRETE.
 BX0762'
 BX0762'REFERENCE MARK IS 11.482 METERS (37.67 FEET) FROM STATION
 BX0762'N 16 DEG 21 MIN W.
 BX0762
 BX0762                          STATION RECOVERY (1934)
 BX0762
 BX0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 BX0762'STATION FOUND AS DESCRIBED.  STATION MARK IN GOOD CONDITION
 BX0762'BUT REFERENCE MARK NOT RECOVERED.
 BX0762'
 BX0762'STATION IS 2 FEET BELOW SURFACE, 24 FEET W OF BASE OF WARNING
 BX0762'SIGNAL POST ON NW CORNER OF WASHINGTON STREET AND RAILROAD,
 BX0762'AND 15.9 FEET N OF FIRST RAIL JOINT OF N RAIL W OF STREET
 BX0762'CROSSING.  THERE IS A LARGE BLOCK OF CONCRETE IN SAME HOLE AS
 BX0762'STATION MARK.
 BX0762
 BX0762                          STATION RECOVERY (1935)
 BX0762
 BX0762'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BX0762'STATION RECOVERED.  IT IS 16 FEET N AND 2 FEET E OF AUTOMATIC
 BX0762'CROSSING SIGNAL STAND AT WASHINGTON STREET RAILROAD CROSSING.
 BX0762
 BX0762                          STATION RECOVERY (1935)
 BX0762
 BX0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX0762'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 BX0762'MARK NOT RECOVERED.
 BX0762'
 BX0762'STATION IS 74.35 FEET SW OF SW CORNER OF PORCH OF NEW HOUSE E
 BX0762'OF WASHINGTON STREET.  DISK IS STAMPED LEE 1919.
 BX0762'
 BX0762'NEW REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS
 BX0762'OF 14-BY 14-BY 30-INCH CONCRETE PIERS.
 BX0762'
 BX0762'REFERENCE MARK NO. 1 (1935) IS ON W SIDE OF WASHINGTON STREET,
 BX0762'20 INCHES W OF STREET CURB, BETWEEN CURB AND PAVEMENT, ON S
 BX0762'LINE OF NEW HOUSE ON E SIDE OF WASHINGTON STREET, 56.2 FEET W
 BX0762'OF SW CORNER OF THE NEW HOUSE, 71.75 FEET N OF N EDGE OF N
 BX0762'RAIL OF MAIN TRACK OF TEXAS PACIFIC AND MISSOURI PACIFIC
 BX0762'TRACKS, 16.42 METERS (53.87 FEET) FROM STATION N 66
 BX0762'DEG 11 MIN 26 SEC E.
 BX0762'
 BX0762'REFERENCE MARK NO. 2 (1935) IS ON E SIDE OF WASHINGTON STREET,
 BX0762'AND N SIDE OF RAILROAD AVENUE, 18.85 FEET N OF N EDGE OF N RAIL
 BX0762'OF MAIN TRACK, 50.9 FEET SE OF SW CORNER OF NEW HOUSE ON
 BX0762'E SIDE OF WASHINGTON STREET, 34.8 FEET E OF E SIDE OF STREET
 BX0762'CURB ON E SIDE OF WASHINGTON STREET, 27.75 METERS (91.08 FEET)
 BX0762'FROM STATION S 31 DEG 54 MIN 26.5 SEC E.  TO REFERENCE
 BX0762'MARK NO. 1 IT IS 30.455 METERS (99.88 FEET) N 2 DEG
 BX0762'26 MIN 30 SEC E.
 BX0762
 BX0762                          STATION RECOVERY (1962)
 BX0762
 BX0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 BX0762'IN ALEXANDRIA.
 BX0762'AT ALEXANDRIA, RAPIDES PARISH, AT THE CROSSING OF WEST WASHINGTON
 BX0762'STREET AND THE TEXAS AND PACIFIC RAILROAD, NEAR THE JUNCTION OF THE
 BX0762'SPUR TRACK AND THE MAIN TRACK, 21.6 FEET NORTHWEST OF THE NORTHWEST
 BX0762'CURB OF WEST WASHINGTON STREET, AND 14.7 FEET NORTHEAST OF THE
 BX0762'NORTHEAST RAIL OF THE MAIN TRACK.  A STANDARD TRIANGULATION DISK,
 BX0762'STAMPED 76.955 LEE 1919 AND SET IN THE TOP OF A CONCRETE POST ABOUT 2
 BX0762'FEET UNDERGROUND.
 BX0762
 BX0762                          STATION RECOVERY (1970)
 BX0762
 BX0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RG)
 BX0762'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT
 BX0762'RECOVERED.  IT WAS ALSO SEARCHED FOR BUT NOT RECOVERED IN 1966.
 BX0762'
 BX0762'STATION PROBABLY LOST.
 BX0762
 BX0762                          STATION RECOVERY (1970)
 BX0762
 BX0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0762'MARK NOT FOUND.
 BX0762
 BX0762                          STATION RECOVERY (1999)
 BX0762
 BX0762'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0811 ***********************************************************************
 AV0811  DESIGNATION -  LEE
 AV0811  PID         -  AV0811
 AV0811  STATE/COUNTY-  LA/CAMERON
 AV0811  USGS QUAD   -  CAMERON (1982)
 AV0811
 AV0811                         *CURRENT SURVEY CONTROL
 AV0811  ___________________________________________________________________
 AV0811* NAD 83(1992)-  29 46 50.52271(N)    093 15 18.65876(W)     ADJUSTED  
 AV0811* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 AV0811  **This station is located in a subsidence area (see below).
 AV0811  ___________________________________________________________________
 AV0811  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AV0811  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AV0811
 AV0811  HORZ ORDER  -  SECOND
 AV0811
 AV0811.The horizontal coordinates were established by classical geodetic methods
 AV0811.and adjusted by the National Geodetic Survey in January 1993..
 AV0811
 AV0811 ** The orthometric height has not been validated since last determined
 AV0811 ** by differential leveling and should not be used for control purposes.
 AV0811 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0811 ** area with valid NAVD 88 orthometric heights.
 AV0811 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0811 ** epoch indicated which incorporates improved geoid heights for the
 AV0811 ** Southern Louisiana Subsidence area.
 AV0811 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0811
 AV0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0811
 AV0811.The geoid height was determined by GEOID03.
 AV0811
 AV0811;                    North         East     Units Scale Factor Converg.
 AV0811;SPC LA S     -   143,516.981   814,182.674   MT  0.99993308   -0 57 39.4
 AV0811;SPC LA S     -   470,855.30  2,671,197.66   sFT  0.99993308   -0 57 39.4
 AV0811;UTM  15      - 3,294,512.906   475,334.216   MT  0.99960751   -0 07 36.3
 AV0811
 AV0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0811!SPC LA S     -   1.00000392  x   0.99993308  =   0.99993700
 AV0811!UTM  15      -   1.00000392  x   0.99960751  =   0.99961143
 AV0811
 AV0811|---------------------------------------------------------------------|
 AV0811| PID    Reference Object                     Distance      Geod. Az  |
 AV0811|                                                           dddmmss.s |
 AV0811| CV9987 LEE RM 3                             96.690 METERS 01426     |
 AV0811| AV0782 LEER                                APPROX. 0.6 KM 0780815.6 |
 AV0811| CV9986 LEE RM 2                             29.523 METERS 08507     |
 AV0811| CV9985 LEE RM 1                             29.133 METERS 35232     |
 AV0811|---------------------------------------------------------------------|
 AV0811
 AV0811                          SUPERSEDED SURVEY CONTROL
 AV0811
 AV0811  NAD 83(1986)-  29 46 50.54821(N)    093 15 18.64274(W) AD(       ) 2
 AV0811  NAD 27      -  29 46 49.75320(N)    093 15 18.09490(W) AD(       ) 2
 AV0811  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 AV0811
 AV0811.Superseded values are not recommended for survey control.
 AV0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0811.See file dsdata.txt to determine how the superseded data were derived.
 AV0811
 AV0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7533494513(NAD 83)
 AV0811_MARKER: DS = TRIANGULATION STATION DISK
 AV0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0811
 AV0811  HISTORY     - Date     Condition        Report By
 AV0811  HISTORY     - 1924     MONUMENTED       CGS
 AV0811  HISTORY     - 1933     GOOD             CGS
 AV0811  HISTORY     - 1963     GOOD             CGS
 AV0811  HISTORY     - 1963     GOOD             CGS
 AV0811
 AV0811                          STATION DESCRIPTION
 AV0811
 AV0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FSB)
 AV0811'STATION IS ABOUT 5.4 STATUTE MILES ALONG SHORE AND DUE E FROM
 AV0811'CALCASIEU PASS LIGHT.  IS LOCATED ON A SLIGHT RIDGE PARALLELING
 AV0811'THE COAST AND DIRECTLY S OF TENANT HOUSE ON PROPERTY OF
 AV0811'C.F. HENRY, OCCUPIED FOR 18 YEARS BY WILLIE ANDREWS, THE
 AV0811'HOUSE BEING ABOUT 125 METERS DISTANT FROM STATION AND ON
 AV0811'OPPOSITE SIDE OF TRAVELED WAY.  IT IS ABOUT 80 METERS SE
 AV0811'FROM CENTER OF SMALL THICKET AND 9 METERS W FROM FENCE LINE
 AV0811'EXTENDING FROM ABOVE DOMICILE ACROSS TRAVELED WAY TO
 AV0811'MEAN-WATER LINE.
 AV0811'
 AV0811'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0811'IN CONCRETE.
 AV0811'
 AV0811'REFERENCE MARK NO. 1 IS APPROXIMATELY 10 METERS S OF CENTER
 AV0811'OF TRAVELED WAY AND S BY E OF TENANT HOUSE CHIMNEY.  SURROUNDING
 AV0811'COUNTRY IS FLAT AND GENERALLY MARSH.
 AV0811'
 AV0811'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 AV0811
 AV0811                          STATION RECOVERY (1933)
 AV0811
 AV0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0811'STATION FOUND AS DESCRIBED.  STATION MARK AND REFERENCE MARKS
 AV0811'IN GOOD PRESERVATION AND SOLID IN THE GROUND.
 AV0811'
 AV0811'A SMALL WHITE SCHOOL BUILDING HAS BEEN BUILT SINCE THE ORIGINAL
 AV0811'DESCRIPTION OF STATION, KNOWN AS ROSE SCHOOL (NEGRO).  STATION
 AV0811'IS APPROXIMATELY 450 FEET SE OF THE SE CORNER OF THE SCHOOLHOUSE.
 AV0811'
 AV0811'STATION BEST REACHED BY TRUCK, BY GOING 1.6 MILES E OF CAMERON
 AV0811'ON THE MAIN SHELL ROAD, THENCE S 1 MILE TO THE BEACH, THENCE
 AV0811'3 MILES E OF THE LOWER RIDGE ROAD TO THE ROSE SCHOOL AND THE
 AV0811'STATION.
 AV0811'
 AV0811'STATION USED AS AN AZIMUTH STATION FROM STATION LEER IN
 AV0811'THE 1932 SCHEME.  DIRECTION BUT NO DISTANCES TAKEN.
 AV0811
 AV0811                          STATION RECOVERY (1963)
 AV0811
 AV0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0811'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AV0811'CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED IN POOR CONTITION.
 AV0811'A REFERENCE MARK NO. 3 WAS SET AT THIS TIME.  THE PROPERTY
 AV0811'IS OWNED BY MR. L.R. HENRY.
 AV0811'
 AV0811'TO REACH THE STATION FROM THE POST OFFICE IN CAMERON, GO
 AV0811'EAST ON STATE HIGHWAYS 82 AND 27 FOR 5.5 MILES TO A SHELL
 AV0811'ROAD RIGHT WHERE THE HIGHWAY CURVES LEFT.  BEAR RIGHT ON
 AV0811'THE SHELL ROAD FOR 0.75 MILE TO A CHURCH ON THE LEFT, CONTINUE
 AV0811'EAST AND SOUTH ON THE SHELL ROAD FOR 0.75 MILE TO A REVERSE
 AV0811'Y-INTERSECTION.  TURN SHARP RIGHT FOR 0.03 MILE TO A GATE,
 AV0811'PASS THROUGH GATE AND CONTINUE WEST ON A TRACK ROAD FOR
 AV0811'2.0 MILES TO STATION LEER 1932 ON THE RIGHT.  CONTINUE WEST
 AV0811'ON THE TRACK ROAD FOR 0.35 MILE TO AN OLD BOARD DRIVE TO THE
 AV0811'LEFT ACROSS A SLOUGH.  THE STATION IS LESS THEN 100 FEET
 AV0811'SOUTHEAST OF THE SOUTHEAST END OF THE BOARD DRIVE.
 AV0811'
 AV0811'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED LEE NO 3 1924,
 AV0811'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AV0811'3 INCHES FROM THE GROUND.  IT IS 4.2 FEET EAST OF AN OLD FENCE
 AV0811'LINE.  150 FEET NORTH OF THE MAIN TRACK ROAD.  4.0 FEET
 AV0811'SOUTH-SOUTHEAST OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS
 AV0811'POST AND SIGN.
 AV0811'
 AV0811'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
 AV0811
 AV0811                          STATION RECOVERY (1963)
 AV0811
 AV0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0811'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AV0811'GOOD CONDITION.  THE DESCRIPTION BY R.W.T. 1963 IS ADEQUATE
 AV0811'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2952 ***********************************************************************
 CP2952  DESIGNATION -  LEE
 CP2952  PID         -  CP2952
 CP2952  STATE/COUNTY-  LA/TENSAS
 CP2952  USGS QUAD   -  TENSAS BLUFF (1987)
 CP2952
 CP2952                         *CURRENT SURVEY CONTROL
 CP2952  ___________________________________________________________________
 CP2952* NAD 83(1992)-  32 11 01.94094(N)    091 28 18.84090(W)     ADJUSTED  
 CP2952* NAVD 88     -        20.1    (meters)      66.     (feet)  VERTCON   
 CP2952  ___________________________________________________________________
 CP2952  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CP2952  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP2952
 CP2952  HORZ ORDER  -  FIRST
 CP2952
 CP2952.The horizontal coordinates were established by classical geodetic methods
 CP2952.and adjusted by the National Geodetic Survey in May 1994..
 CP2952
 CP2952.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2952
 CP2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2952
 CP2952.The geoid height was determined by GEOID03.
 CP2952
 CP2952;                    North         East     Units Scale Factor Converg.
 CP2952;SPC LA N     -   187,159.975 1,096,945.323   MT  0.99992549   +0 32 36.8
 CP2952;SPC LA N     -   614,040.68  3,598,894.78   sFT  0.99992549   +0 32 36.8
 CP2952;UTM  15      - 3,561,840.220   644,055.845   MT  0.99985592   +0 48 50.6
 CP2952
 CP2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2952!SPC LA N     -   1.00000098  x   0.99992549  =   0.99992647
 CP2952!UTM  15      -   1.00000098  x   0.99985592  =   0.99985690
 CP2952
 CP2952|---------------------------------------------------------------------|
 CP2952| PID    Reference Object                     Distance      Geod. Az  |
 CP2952|                                                           dddmmss.s |
 CP2952| CY4854 LEE RM 1                             25.435 METERS 21926     |
 CP2952| CY4853 LEE AZ MK                                          3193757.7 |
 CP2952| CY4855 LEE RM 2                             54.403 METERS 32132     |
 CP2952|---------------------------------------------------------------------|
 CP2952
 CP2952                          SUPERSEDED SURVEY CONTROL
 CP2952
 CP2952  NAD 83(1992)-  32 11 01.94361(N)    091 28 18.84035(W) AD(       ) 1
 CP2952  NAD 83(1986)-  32 11 01.95266(N)    091 28 18.83712(W) AD(       ) 1
 CP2952  NAD 27      -  32 11 01.40843(N)    091 28 18.41019(W) AD(       ) 1
 CP2952  NGVD 29 (07/19/86)   20.1    (m)           66.     (f) VERT ANG       
 CP2952
 CP2952.Superseded values are not recommended for survey control.
 CP2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2952.See file dsdata.txt to determine how the superseded data were derived.
 CP2952
 CP2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4405661840(NAD 83)
 CP2952_MARKER: DS = TRIANGULATION STATION DISK
 CP2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2952
 CP2952  HISTORY     - Date     Condition        Report By
 CP2952  HISTORY     - 1971     MONUMENTED       NGS
 CP2952
 CP2952                          STATION DESCRIPTION
 CP2952
 CP2952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2952'ALL MARKS MEASURED WITH A 300 FEET TAPE PULLING 10 KG. TENSION.
 CP2952'
 CP2952'THE STATION IS LOCATED ABOUT 9 MILES WEST OF WESTWOOD AND
 CP2952'7-3/4 MILES SOUTHEAST OF CROWVILLE, IN THE NORTHWEST QUARTER
 CP2952'OF SECTION 20, T 14 N, R 10 E, ON ROAD RIGHT-OF-WAY OF THE
 CP2952'LOUISIANA DEPARTMENT OF HIGHWAYS, FRANKLIN PARISH DISTRICT,
 CP2952'CHASE LOUISIANA.
 CP2952'
 CP2952'TO REACH THE STATION FROM THE POST OFFICE IN CROWVILLE, GO
 CP2952'SOUTHERLY ON STATE HIGHWAY 17 FOR 2.0 MILES TO JUNCTION OF
 CP2952'STATE HIGHWAY 555.  TURN LEFT AND GO EAST AND SOUTHEAST ON
 CP2952'HIGHWAY 555 FOR 3.95 MILES TO A T-INTERSECTION AND JUNCTION
 CP2952'WITH STATE HIGHWAY 610, JUST AFTER CROSSING BAYOU MASON.  TURN
 CP2952'LEFT AND GO EAST ON HIGHWAY 610 FOR 4.4 MILES TO WHERE HIGHWAY
 CP2952'610 TURNS LEFT AND STATE HIGHWAY 862 GOES STRAIGHT
 CP2952'AHEAD.  CONTINUE STRAIGHT AHEAD, EAST, ON HIGHWAY 862 FOR
 CP2952'0.6 MILE TO WHERE HIGHWAY 862 TURNS RIGHT AND A GRAVELED ROAD
 CP2952'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, EAST AND
 CP2952'SOUTHEAST, ON THE GRAVELED ROAD FOR 1.65 MILES TO THE
 CP2952'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEASTERLY ON THE
 CP2952'GRAVELED ROAD FOR 0.25 MILE TO A ROAD FORK, LEFT FORK GOES
 CP2952'THROUGH A GATE AND THE MAIN ROAD CURVES TO THE WEST ABOUT 100
 CP2952'YARDS FROM THE ROAD FORK AND THE STATION INSIDE THE FORK.
 CP2952'
 CP2952'THE STATION MARKS ARE STANDARD DISKS STAMPED LEE 1971.  THE
 CP2952'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CP2952'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 84.5
 CP2952'FEET NORTH-NORTHEAST OF A POWER POLE, 50.5 FEET SOUTH OF THE
 CP2952'CENTER OF THE GATE, 31 FEET EAST-NORTHEAST OF THE CENTER OF THE
 CP2952'GRAVELED ROAD AND 3.5 FEET WEST-SOUTHWEST OF A METAL WITNESS
 CP2952'POST IN A FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN
 CP2952'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP2952'SURFACE.
 CP2952'
 CP2952'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEE NO 1 1971,
 CP2952'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2952'IS FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET WEST-SOUTHWEST
 CP2952'OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET NORTH-NORTHWEST
 CP2952'OF THE POWER POLE.
 CP2952'
 CP2952'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEE NO 2 1971,
 CP2952'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2952'IS FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET WEST-SOUTHWEST
 CP2952'OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET SOUTHEAST OF A
 CP2952'POWER POLE.
 CP2952'
 CP2952'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEE 1971, SET IN
 CP2952'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2952'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 21 FEET
 CP2952'SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET SOUTHEAST
 CP2952'OF A POWER POLE AND 2 FEET NORTH OF A METAL WITNESS POST.
 CP2952'
 CP2952'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2698 ***********************************************************************
 AU2698  DESIGNATION -  LEE
 AU2698  PID         -  AU2698
 AU2698  STATE/COUNTY-  LA/ORLEANS
 AU2698  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2698
 AU2698                         *CURRENT SURVEY CONTROL
 AU2698  ___________________________________________________________________
 AU2698* NAD 83(1992)-  29 55 59.51475(N)    090 01 05.76358(W)     ADJUSTED  
 AU2698* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2698  **This station is located in a subsidence area (see below).
 AU2698  ___________________________________________________________________
 AU2698  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2698  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU2698
 AU2698  HORZ ORDER  -  FIRST
 AU2698
 AU2698.The horizontal coordinates were established by classical geodetic methods
 AU2698.and adjusted by the National Geodetic Survey in January 1993..
 AU2698
 AU2698 ** The orthometric height has not been validated since last determined
 AU2698 ** by differential leveling and should not be used for control purposes.
 AU2698 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2698 ** area with valid NAVD 88 orthometric heights.
 AU2698 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2698 ** epoch indicated which incorporates improved geoid heights for the
 AU2698 ** Southern Louisiana Subsidence area.
 AU2698 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2698.The orthometric height was scaled from a topographic map.
 AU2698
 AU2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2698
 AU2698.The geoid height was determined by GEOID03.
 AU2698
 AU2698;                    North         East     Units Scale Factor Converg.
 AU2698;SPC LA S     -   159,590.415 1,126,958.563   MT  0.99992644   +0 39 27.2
 AU2698;SPC LA S     -   523,589.55  3,697,363.22   sFT  0.99992644   +0 39 27.2
 AU2698;UTM  15      - 3,315,122.681   787,839.290   MT  1.00062234   +1 29 20.0
 AU2698;UTM  16      - 3,315,214.957   208,632.161   MT  1.00064757   -1 30 25.7
 AU2698
 AU2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2698!SPC LA S     -   1.00000409  x   0.99992644  =   0.99993053
 AU2698!UTM  15      -   1.00000409  x   1.00062234  =   1.00062644
 AU2698!UTM  16      -   1.00000409  x   1.00064757  =   1.00065167
 AU2698
 AU2698:                Primary Azimuth Mark                     Grid Az
 AU2698:SPC LA S     -  CHALMETTE 2                              065 34 30.8
 AU2698:UTM  15      -  CHALMETTE 2                              064 44 38.0
 AU2698:UTM  16      -  CHALMETTE 2                              067 44 23.7
 AU2698
 AU2698|---------------------------------------------------------------------|
 AU2698| PID    Reference Object                     Distance      Geod. Az  |
 AU2698|                                                           dddmmss.s |
 AU2698| AT1368 CHALMETTE 2                         APPROX. 2.5 KM 0661358.0 |
 AU2698| AT1346 WOOD PULP MILL TALL WHITE STK       APPROX.10.4 KM 1363433.6 |
 AU2698| AT1352 WOOD PULP MILL RED WATER TANK       APPROX.10.3 KM 1364546.7 |
 AU2698| AT1345 WOOD PULP MILL BLACK WATER TK       APPROX.10.4 KM 1364926.9 |
 AU2698| AT1343 SEATRAIN CRANE TOP HOR MEMBER       APPROX.10.7 KM 1675736.8 |
 AU2698| DD7328 LEE RM                               47.915 METERS 29036     |
 AU2698| DD7329 LEE RM 1                             40.386 METERS 35950     |
 AU2698|---------------------------------------------------------------------|
 AU2698
 AU2698                          SUPERSEDED SURVEY CONTROL
 AU2698
 AU2698  NAD 83(1986)-  29 55 59.52935(N)    090 01 05.76348(W) AD(       ) 1
 AU2698  NAD 27      -  29 55 58.79435(N)    090 01 05.51244(W) AD(       ) 1
 AU2698
 AU2698.Superseded values are not recommended for survey control.
 AU2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2698.See file dsdata.txt to determine how the superseded data were derived.
 AU2698
 AU2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8783915123(NAD 83)
 AU2698_MARKER: Z = SEE DESCRIPTION
 AU2698_SETTING: 0 = UNSPECIFIED SETTING
 AU2698
 AU2698  HISTORY     - Date     Condition        Report By
 AU2698  HISTORY     - 1870     MONUMENTED       CGS
 AU2698  HISTORY     - 1934     GOOD             CGS
 AU2698  HISTORY     - 1952     GOOD             CGS
 AU2698  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU2698
 AU2698                          STATION DESCRIPTION
 AU2698
 AU2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AU2698'ABOUT 2.7 MILES E BY S FROM ALGIERS, 0.5 MILE S BY W FROM
 AU2698'THE QUARANTINE STATION, 0.4 MILE S OF THE LEVEE AND RIVER
 AU2698'ROAD, 295 PACES S OF THE ALGIERS OUTPOUR CANAL, AT THE SOUTHERN
 AU2698'END AND ON THE W SIDE OF A ROAD LEADING S FROM THE RIVER ROAD,
 AU2698'ON THE W SIDE OF A ROAD DITCH AT THE EASTERN END OF AN OPEN
 AU2698'LOT BETWEEN TWO SMALL CEMETERY LOTS, 4 PACES W OF THE CENTER
 AU2698'LINE OF THE ROAD, 10 PACES SW OF A 14-INCH TRIANGULAR-BLAZED
 AU2698'HACKBERRY TREE, AND ON LAND BELONGING TO A MR. LEE.
 AU2698'
 AU2698'THE STATION IS MARKED BY A 4-INCH CAST IRON SCREWPILE WITH
 AU2698'AN 8-INCH CAST IRON PLATE ON WHICH IS INSCRIBED U.S. COAST
 AU2698'SURVEY 1870.  ONE SIDE OF THE PLATE IS PARTLY GONE.  THE
 AU2698'MARK PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.
 AU2698'
 AU2698'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK, IS ON THE W
 AU2698'SIDE OF A DIRT ROAD, 10.10 METERS (33.1 FEET) N OF THE CEMETERY,
 AU2698'AND 132.50 FEET (40.39 METERS) FROM THE STATION N 0 DEG 10 MIN.
 AU2698'ANOTHER REFERENCE MARK, CUT IN THE
 AU2698'FORM OF A CROSS AND MARKED U.S. IS IN THE SE CORNER OF THE
 AU2698'MIDDLE STEP OF A CONCRETE FORM AROUND A GRAVE IN THE CEMETERY
 AU2698'AND 157.20 FEET (47.91 METERS) FROM THE STATION N 69 DEG
 AU2698'24 MIN W.
 AU2698'
 AU2698'THE FINIAL OF THE SILVER TANK OF THE NEW ORLEANS COMPRESS
 AU2698'COMPANY, USED AS AN AZIMUTH MARK, IS ABOUT 1-1/2 MILES FROM
 AU2698'THE STATION N 03 DEG 30 MIN E.
 AU2698
 AU2698                          STATION RECOVERY (1952)
 AU2698
 AU2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2698'STATION IS LOST.  THE REFERENCE MARKS WERE RECOVERED IN
 AU2698'GOOD CONDITION.  THE DISTANCES FROM THE REFERENCE MARKS
 AU2698'WERE CHAINED AND EXTENSIVE DIGGING AT THE INTERSECTION OF
 AU2698'THE ARCS FAILED TO FIND THE STATION.  THE STATION PROJECTED
 AU2698'12 IN. ACCORDING TO THE 1934 RECOVERY NOTE, AND NO MENTION
 AU2698'WAS MADE OF A SUB-SURFACE MARK.  THE 1934 RECOVERY NOTE
 AU2698'ADEQUATELY DESCRIBED THE REFERENCE MARKS.
 AU2698
 AU2698                          STATION RECOVERY (1965)
 AU2698
 AU2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU2698'STATION IS LOST AS REPORTED IN 1952 BY A.L.P.
 AU2698'
 AU2698'REFERENCE MARK 1 WAS NOT RECOVERED.
 AU2698'
 AU2698'THE CROSS CUT IN THE SOUTHEAST CORNER OF THE MIDDLE STEP
 AU2698'OF A CONCRETE FORM AROUND A GRAVE IN THE CEMETERY WAS RECOVERED
 AU2698'AS DESCRIBED.
 AU2698'
 AU2698'DUE TO CHANGES IN THE AREA A NEW TO REACH FOLLOWS--
 AU2698'
 AU2698'TO REACH FROM THE JUNCTION OF WHITNEY AVENUE AND NEWTON
 AU2698'AVENUE IN ALGIERS, GO EAST AND SOUTHEAST ON NEWTON AVENUE,
 AU2698'WHICH BECOMES GENERAL MEYER AVENUE, FOR 1.45 MILES TO LEES LANE
 AU2698'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON LEES LANE FOR 0.35
 AU2698'MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0782 ***********************************************************************
 AV0782  DESIGNATION -  LEER
 AV0782  PID         -  AV0782
 AV0782  STATE/COUNTY-  LA/CAMERON
 AV0782  USGS QUAD   -  GRAND BAYOU (1982)
 AV0782
 AV0782                         *CURRENT SURVEY CONTROL
 AV0782  ___________________________________________________________________
 AV0782* NAD 83(1992)-  29 46 54.24934(N)    093 14 58.31786(W)     ADJUSTED  
 AV0782* NAVD 88     -         2.7  **(meters)       9.   **(feet)  VERTCON   
 AV0782  **This station is located in a subsidence area (see below).
 AV0782  ___________________________________________________________________
 AV0782  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AV0782  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AV0782
 AV0782  HORZ ORDER  -  SECOND
 AV0782
 AV0782.The horizontal coordinates were established by classical geodetic methods
 AV0782.and adjusted by the National Geodetic Survey in January 1993..
 AV0782
 AV0782 ** The orthometric height has not been validated since last determined
 AV0782 ** by differential leveling and should not be used for control purposes.
 AV0782 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0782 ** area with valid NAVD 88 orthometric heights.
 AV0782 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0782 ** epoch indicated which incorporates improved geoid heights for the
 AV0782 ** Southern Louisiana Subsidence area.
 AV0782 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0782
 AV0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0782
 AV0782.The geoid height was determined by GEOID03.
 AV0782
 AV0782;                    North         East     Units Scale Factor Converg.
 AV0782;SPC LA S     -   143,622.556   814,730.846   MT  0.99993301   -0 57 29.2
 AV0782;SPC LA S     -   471,201.67  2,672,996.12   sFT  0.99993301   -0 57 29.2
 AV0782;UTM  15      - 3,294,626.413   475,880.615   MT  0.99960718   -0 07 26.2
 AV0782
 AV0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0782!SPC LA S     -   1.00000377  x   0.99993301  =   0.99993678
 AV0782!UTM  15      -   1.00000377  x   0.99960718  =   0.99961094
 AV0782
 AV0782|---------------------------------------------------------------------|
 AV0782| PID    Reference Object                     Distance      Geod. Az  |
 AV0782|                                                           dddmmss.s |
 AV0782| CV9989 LEER RM 2                            26.570 METERS 07649     |
 AV0782| AV0785 NEGRO CATHOLIC CHURCH               APPROX. 4.1 KM 0850646.0 |
 AV0782| AV0791 SELLS                               APPROX. 5.7 KM 0854810.5 |
 AV0782| CV9990 LEER RM 3                            26.832 METERS 25811     |
 AV0782| AV0820 CAMERON RADIO STA KKD 814 MAST      APPROX. 4.8 KM 2781149.9 |
 AV0782| AV0824 CAMERON J WELL SURVEY INC MAST      APPROX. 4.9 KM 2812313.3 |
 AV0782| AV0813 CAMERON INDEP TELEPHONE CO MST      APPROX. 5.1 KM 2821306.9 |
 AV0782| CV9988 LEER RM 1                            38.840 METERS 32902     |
 AV0782| CV9991 LEER RM 4                            26.856 METERS 35833     |
 AV0782|---------------------------------------------------------------------|
 AV0782
 AV0782                          SUPERSEDED SURVEY CONTROL
 AV0782
 AV0782  NAD 83(1986)-  29 46 54.27485(N)    093 14 58.30185(W) AD(       ) 2
 AV0782  NAD 27      -  29 46 53.47960(N)    093 14 57.75460(W) AD(       ) 2
 AV0782  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 AV0782
 AV0782.Superseded values are not recommended for survey control.
 AV0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0782.See file dsdata.txt to determine how the superseded data were derived.
 AV0782
 AV0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7588194626(NAD 83)
 AV0782_MARKER: DS = TRIANGULATION STATION DISK
 AV0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0782
 AV0782  HISTORY     - Date     Condition        Report By
 AV0782  HISTORY     - 1932     MONUMENTED       CGS
 AV0782  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AV0782
 AV0782                          STATION DESCRIPTION
 AV0782
 AV0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0782'STATION IS LOCATED ON RIDGE ON LOWER RIDGE ROAD ON LAND OF
 AV0782'JOHN SELLS, ABOUT 5 MILES E OF CAMERON.  LOCATED ABOUT 500
 AV0782'METERS E OF LEE 1924, 500 METERS N OF GULF, AND 10 METERS
 AV0782'N OF LOWER RIDGE ROAD.  A THICK GROWTH OF SCRUB UNDERBRUSH
 AV0782'AND TREES LIES ON ALL SIDES EXCEPT THE S.  THE SHORE LINE
 AV0782'IN FRONT OF THE HIGH-WATER MARK IS VERY SOFT AND THE STATION
 AV0782'MAY BEST BE REACHED BY ROAD.
 AV0782'
 AV0782'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0782'IN CONCRETE.
 AV0782'
 AV0782'REACHED AS FOLLOWS--GO E ON MAIN ROAD FROM CAMERON 1.6 MILES,
 AV0782'TURN RIGHT ON SHELL ROAD 1.0 MILE, TURN LEFT AT BEACH AND
 AV0782'FOLLOW POOR ROAD TO STATION.
 AV0782'
 AV0782'A 27-FOOT TRIPOD WAS USED WHICH WAS NECESSARY FOR CHARTELYOU
 AV0782'AS 20 FEET WOULD HAVE SEEN ALL OTHER STATIONS.  CLEARING WAS
 AV0782'ALSO NECESSARY ON THE LINE TO CHARTELYOU.
 AV0782'
 AV0782'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 AV0782
 AV0782                          STATION RECOVERY (1963)
 AV0782
 AV0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0782'THE STATION MARK HAS BEEN DESTROYED BY BRUSH CLEARING OPERATIONS.
 AV0782'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE
 AV0782'UNDERGROUND POINT WAS HELD AND A NEW MONUMENT WAS SET OVER
 AV0782'IT.  REFERENCE MARK NOS. 1 AND 2 WERE SEARCHED FOR BUT WERE
 AV0782'NOT LOCATED.
 AV0782'
 AV0782'TO REACH THE STATION FROM THE POST OFFICE IN CAMERON, GO
 AV0782'EAST ON STATE HIGHWAYS 27 AND 82 FOR 5.5 MILES TO A SHELL ROAD
 AV0782'RIGHT, WHERE THE HIGHWAY CURVES LEFT.  BEAR RIGHT ON THE SHELL
 AV0782'ROAD FOR 0.75 MILE TO A CHURCH ON THE LEFT, CONTINUE EAST
 AV0782'AND SOUTH ON THE SHELL ROAD FOR 0.75 MILE TO A REVERSE Y
 AV0782'INTERSECTION.  TURN SHARP RIGHT ON THE SHELL ROAD FOR 0.03
 AV0782'MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE WEST ON
 AV0782'THE TRACK ROAD FOR 2.0 MILES TO THE STATION ON THE RIGHT AS
 AV0782'DESCRIBED.
 AV0782'
 AV0782'THE STATION IS A STANDARD DISK STAMPED LEER 1932 1963, SET
 AV0782'IN A 10X10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES
 AV0782'ABOVE GROUND.  IT IS 77.0 FEET NORTH OF THE TRACK ROAD.
 AV0782'110 FEET NORTH OF A MARSHY AREA.
 AV0782'
 AV0782'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LEER NO 3
 AV0782'1932, SET IN A 10X10 INCH SQUARE CONCRETE POST, FLUSH WITH
 AV0782'THE GROUND.  IT IS 59.5 FEET NORTH OF A TRACK ROAD.  103 FEET
 AV0782'NORTH OF THE MARSHY AREA.
 AV0782'
 AV0782'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LEER NO 4 1932,
 AV0782'SET IN THE TOP OF A 10X10 INCH SQUARE CONCRETE MONUMENT, FLUSH
 AV0782'WITH THE GROUND.  IT IS 165 FEET NORTH OF THE TRACK ROAD.  198
 AV0782'FEET NORTH OF A MARSHY AREA.
 AV0782'
 AV0782'HEIGHT OF LIGHT ABOVE STATION MARK 14.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2907 ***********************************************************************
 BX2907  DESIGNATION -  LEESVILLE
 BX2907  PID         -  BX2907
 BX2907  STATE/COUNTY-  LA/VERNON
 BX2907  USGS QUAD   -  LEESVILLE (1994)
 BX2907
 BX2907                         *CURRENT SURVEY CONTROL
 BX2907  ___________________________________________________________________
 BX2907* NAD 83(1992)-  31 08 27.82509(N)    093 16 07.01399(W)     ADJUSTED  
 BX2907* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BX2907  ___________________________________________________________________
 BX2907  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 BX2907  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2907
 BX2907  HORZ ORDER  -  FIRST
 BX2907
 BX2907.The horizontal coordinates were established by classical geodetic methods
 BX2907.and adjusted by the National Geodetic Survey in January 1993..
 BX2907
 BX2907.The orthometric height was scaled from a topographic map.
 BX2907
 BX2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2907
 BX2907.The geoid height was determined by GEOID03.
 BX2907
 BX2907;                    North         East     Units Scale Factor Converg.
 BX2907;SPC LA N     -    71,339.441   926,702.452   MT  1.00000590   -0 24 22.9
 BX2907;SPC LA N     -   234,052.82  3,040,356.29   sFT  1.00000590   -0 24 22.9
 BX2907;UTM  15      - 3,445,266.416   474,394.166   MT  0.99960809   -0 08 20.1
 BX2907
 BX2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2907!SPC LA N     -   0.99998865  x   1.00000590  =   0.99999455
 BX2907!UTM  15      -   0.99998865  x   0.99960809  =   0.99959674
 BX2907
 BX2907|---------------------------------------------------------------------|
 BX2907| PID    Reference Object                     Distance      Geod. Az  |
 BX2907|                                                           dddmmss.s |
 BX2907| BX2908 LEESVILLE LA PUB UTILITY CO TK       15.976 METERS 00449     |
 BX2907| CV7870 LEESVILLE RM 1                       24.921 METERS 02804     |
 BX2907| BX2905 LEESVILLE PARISH CTHSE DOME         APPROX. 0.8 KM 0792202.2 |
 BX2907| CV7871 LEESVILLE RM 2                       26.661 METERS 09908     |
 BX2907| CV7869 LEESVILLE AZ MK                                    3344313.1 |
 BX2907|---------------------------------------------------------------------|
 BX2907
 BX2907                          SUPERSEDED SURVEY CONTROL
 BX2907
 BX2907  NAD 83(1986)-  31 08 27.83937(N)    093 16 07.00859(W) AD(       ) 1
 BX2907  NAD 27      -  31 08 27.17177(N)    093 16 06.41839(W) AD(       ) 1
 BX2907
 BX2907.Superseded values are not recommended for survey control.
 BX2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2907.See file dsdata.txt to determine how the superseded data were derived.
 BX2907
 BX2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7439445266(NAD 83)
 BX2907_MARKER: DS = TRIANGULATION STATION DISK
 BX2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2907
 BX2907  HISTORY     - Date     Condition        Report By
 BX2907  HISTORY     - 1941     MONUMENTED       CGS
 BX2907  HISTORY     - 1943     GOOD             USE
 BX2907  HISTORY     - 1950     GOOD             CGS
 BX2907  HISTORY     - 1953     GOOD             CGS
 BX2907  HISTORY     - 1962     GOOD             LOCSUR
 BX2907  HISTORY     - 1964     GOOD             CGS
 BX2907  HISTORY     - 19940612 MARK NOT FOUND   USPSQD
 BX2907  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2907
 BX2907                          STATION DESCRIPTION
 BX2907
 BX2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2907'STATION IS ON A HIGH HILL IN THE W EDGE OF LEESVILLE, JUST S OF
 BX2907'THE SCHOOL GROUNDS, ON LAND OWNED BY THE LOUISIANA PUBLIC
 BX2907'UTILITY COMPANY, 15.976 METERS S OF THE CENTER OF THE CITY
 BX2907'WATER TANK AND 8 FEET NNE OF A REFERENCE POST.  IT IS STAMPED
 BX2907'LEESVILLE 1941 AND PROJECTS 6 INCHES.
 BX2907'
 BX2907'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2907'BRONZE DISKS SET IN CONCRETE.
 BX2907'
 BX2907'REFERENCE MARK NO. 1 IS 32 FEET NE OF THE WATER TANK AND 2 FEET W
 BX2907'OF FENCE LINE.  IT IS STAMPED LEESVILLE NO. 1 1941 AND PROJECTS
 BX2907'6 INCHES.
 BX2907'
 BX2907'REFERENCE MARK NO. 2 IS 97 FEET SE OF THE WATER TANK AND 3 FEET
 BX2907'WNW OF FENCE CORNER.  IT IS STAMPED LEESVILLE NO. 2 1941 AND
 BX2907'PROJECTS 6 INCHES.
 BX2907'
 BX2907'THE AZIMUTH MARK IS 1/4 MILE NNW OF THE STATION, 24 FEET N OF THE
 BX2907'CENTER LINE OF TEXAS STREET, 32 FEET W OF THE CENTER LINE OF A
 BX2907'N-S STREET, 3 FEET W OF A REFERENCE POST.  IT IS STAMPED
 BX2907'LEESVILLE 1941 AND PROJECTS 2 INCHES.
 BX2907'
 BX2907'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BX2907
 BX2907                          STATION RECOVERY (1943)
 BX2907
 BX2907'RECOVERY NOTE BY US ENGINEERS 1943
 BX2907'$
 BX2907'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2907
 BX2907                          STATION RECOVERY (1950)
 BX2907
 BX2907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX2907'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 BX2907'AND IN GOOD CONDITION.  AZIMUTH MARK FOUND IN GOOD CONDITION
 BX2907'AS DESCRIBED.  IT IS NOW IN THE SIDEWALK, WHICH IS FLUSH WITH
 BX2907'THE MARK.
 BX2907
 BX2907                          STATION RECOVERY (1953)
 BX2907
 BX2907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLK)
 BX2907'STATION RECOVERED AS DESCRIBED AND MARK PROTRUDES 0.5 FEET.
 BX2907'IT IS SW CORNER OF HEDGE 57 FEET NE OF MARK--4-INCH PINE,
 BX2907'58 FEET WNW OF MARK.  MARK IS LEVEL WITH BASE OF STANDPIPE.
 BX2907'
 BX2907'REFERENCE MARKS IN GOOD CONDITION.
 BX2907'
 BX2907'AZIMUTH MARK RECOVERED AS DESCRIBED.  IT IS NW CORNER OF
 BX2907'SCHOOL BUILDING 50 S CENTERLINE HIGHWAY 118 SE OF AND 1.5
 BX2907'FEET BELOW AZIMUTH MARK.  12-INCH OAK 25 FEET S CENTERLINE
 BX2907'HIGHWAY 230 ESE OF AND 0.9 FEET ABOVE AZIMUTH MARK.
 BX2907
 BX2907                          STATION RECOVERY (1962)
 BX2907
 BX2907'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 BX2907'RECOVERED BY BROWN AND BUTLER.
 BX2907'
 BX2907'STATION WAS RECOVERED IN GOOD CONDITION.
 BX2907'
 BX2907'REFERENCE MARKS NO. 1 AND NO. 2 WERE ALSO RECOVERED IN GOOD
 BX2907'CONDITION.
 BX2907
 BX2907                          STATION RECOVERY (1964)
 BX2907
 BX2907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LTH)
 BX2907'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 BX2907
 BX2907                          STATION RECOVERY (1994)
 BX2907
 BX2907'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2907'MARK NOT FOUND.
 BX2907
 BX2907                          STATION RECOVERY (2001)
 BX2907
 BX2907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2912 ***********************************************************************
 BX2912  DESIGNATION -  LEESVILLE CABLE TV MAST
 BX2912  PID         -  BX2912
 BX2912  STATE/COUNTY-  LA/VERNON
 BX2912  USGS QUAD   -  LEESVILLE (1994)
 BX2912
 BX2912                         *CURRENT SURVEY CONTROL
 BX2912  ___________________________________________________________________
 BX2912* NAD 83(1992)-  31 08 04.57916(N)    093 17 28.64767(W)     ADJUSTED  
 BX2912* NAVD 88     -                                                        
 BX2912  ___________________________________________________________________
 BX2912  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 BX2912  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX2912
 BX2912  HORZ ORDER  -  THIRD
 BX2912
 BX2912.The horizontal coordinates were established by classical geodetic methods
 BX2912.and adjusted by the National Geodetic Survey in January 1993..
 BX2912
 BX2912
 BX2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2912
 BX2912.The geoid height was determined by GEOID03.
 BX2912
 BX2912;                    North         East     Units Scale Factor Converg.
 BX2912;SPC LA N     -    70,639.096   924,534.805   MT  1.00000742   -0 25 06.1
 BX2912;SPC LA N     -   231,755.10  3,033,244.61   sFT  1.00000742   -0 25 06.1
 BX2912;UTM  15      - 3,444,556.238   472,230.676   MT  0.99960951   -0 09 02.2
 BX2912
 BX2912                          SUPERSEDED SURVEY CONTROL
 BX2912
 BX2912  NAD 83(1986)-  31 08 04.59366(N)    093 17 28.64238(W) AD(       ) 4
 BX2912  NAD 27      -  31 08 03.91961(N)    093 17 28.04895(W) AD(       ) 3
 BX2912
 BX2912.Superseded values are not recommended for survey control.
 BX2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2912.See file dsdata.txt to determine how the superseded data were derived.
 BX2912
 BX2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7223144556(NAD 83)
 BX2912_MARKER: 42 = RADIO/TV MAST
 BX2912
 BX2912  HISTORY     - Date     Condition        Report By
 BX2912  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2912  HISTORY     - 19940611 GOOD             USPSQD
 BX2912  HISTORY     - 20010331 GOOD             NGS
 BX2912
 BX2912                          STATION DESCRIPTION
 BX2912
 BX2912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2912'THE LEESVILLE CABLE TELEVISION COMPANY MAST IS OWNED AND OPERATED
 BX2912'BY TELEPROMPTER INCORPATED OF LEESVILLE.
 BX2912'
 BX2912'IT IS A TRIANGULAR IN CROSSECTION STEEL STRUCTURE, PAINTED
 BX2912'ALTERNATELY RED AND WHITE WITH NUMEROUS ANTENNAE ATTACHED.  IT HAS AN
 BX2912'OVERALL HEIGHT OF 450 FEET.
 BX2912'
 BX2912'TO REACH, FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY
 BX2912'8 IN LEESVILLE, GO WEST ON STATE HIGHWAY 8 FOR 2.0 MILES TO A PAVED
 BX2912'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.4 MILE TO THE
 BX2912'STATION.
 BX2912'
 BX2912'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 BX2912
 BX2912                          STATION RECOVERY (1994)
 BX2912
 BX2912'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2912'RECOVERED IN GOOD CONDITION.
 BX2912
 BX2912                          STATION RECOVERY (2001)
 BX2912
 BX2912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2912'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2911 ***********************************************************************
 BX2911  DESIGNATION -  LEESVILLE CLECO TANK
 BX2911  PID         -  BX2911
 BX2911  STATE/COUNTY-  LA/VERNON
 BX2911  USGS QUAD   -  LEESVILLE (1994)
 BX2911
 BX2911                         *CURRENT SURVEY CONTROL
 BX2911  ___________________________________________________________________
 BX2911* NAD 83(1992)-  31 08 39.05037(N)    093 17 12.21754(W)     ADJUSTED  
 BX2911* NAVD 88     -                                                        
 BX2911  ___________________________________________________________________
 BX2911  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 BX2911  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BX2911
 BX2911  HORZ ORDER  -  THIRD
 BX2911
 BX2911.The horizontal coordinates were established by classical geodetic methods
 BX2911.and adjusted by the National Geodetic Survey in January 1993..
 BX2911
 BX2911
 BX2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2911
 BX2911.The geoid height was determined by GEOID03.
 BX2911
 BX2911;                    North         East     Units Scale Factor Converg.
 BX2911;SPC LA N     -    71,697.542   924,977.765   MT  1.00000517   -0 24 57.4
 BX2911;SPC LA N     -   235,227.69  3,034,697.88   sFT  1.00000517   -0 24 57.4
 BX2911;UTM  15      - 3,445,616.321   472,668.511   MT  0.99960921   -0 08 53.9
 BX2911
 BX2911                          SUPERSEDED SURVEY CONTROL
 BX2911
 BX2911  NAD 83(1986)-  31 08 39.06562(N)    093 17 12.21251(W) AD(       ) 4
 BX2911  NAD 27      -  31 08 38.39432(N)    093 17 11.61932(W) AD(       ) 3
 BX2911
 BX2911.Superseded values are not recommended for survey control.
 BX2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2911.See file dsdata.txt to determine how the superseded data were derived.
 BX2911
 BX2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7266945616(NAD 83)
 BX2911_MARKER: 53 = ELEVATED TANK
 BX2911
 BX2911  HISTORY     - Date     Condition        Report By
 BX2911  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2911  HISTORY     - 19940611 GOOD             USPSQD
 BX2911  HISTORY     - 20010331 GOOD             NGS
 BX2911
 BX2911                          STATION DESCRIPTION
 BX2911
 BX2911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2911'THE CENTRAL LOUISIANA ELECTRIC COMPANY WATER TANK IS LOCATED IN THE
 BX2911'NORTHWESTERN PART OF LEESVILLE.
 BX2911'
 BX2911'IT IS A SIX-LEGGED STEEL STRUCTURE, PAINTED GREEN TANK WITH IVORY
 BX2911'LEGS, AN ELIPSOIDAL TANK WITH LEESVILLE PAINTED ON ITS EAST AND WEST
 BX2911'SIDES IN IVORY.
 BX2911'
 BX2911'TO REACH, FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY
 BX2911'8 IN LEESVILLE, GO WEST ON STATE HIGHWAY 8 FOR 1.4 MILES TO A
 BX2911'CROSSROAD AND H. M. STEVENS BOULEVARD.  TURN RIGHT AND GO NORTH ON
 BX2911'H. M. STEVENS BLVD. FOR 0.1 MILE TO THE TANK ON THE RIGHT, EAST,
 BX2911'SIDE OF THE STREET ABOUT 150 FEET FROM THE STREET.
 BX2911'
 BX2911'POINT INTERSECTED WAS THE BALL AT THE TOP CENTER OF THE TANK.
 BX2911
 BX2911                          STATION RECOVERY (1994)
 BX2911
 BX2911'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2911'RECOVERED IN GOOD CONDITION.
 BX2911
 BX2911                          STATION RECOVERY (2001)
 BX2911
 BX2911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2911'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7048 ***********************************************************************
 DF7048  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7048  DESIGNATION -  LEESVILLE CORS ARP
 DF7048  CORS_ID     -  LESV
 DF7048  PID         -  DF7048
 DF7048  STATE/COUNTY-  LA/VERNON
 DF7048  USGS QUAD   -  LEESVILLE (1994)
 DF7048
 DF7048                         *CURRENT SURVEY CONTROL
 DF7048  ___________________________________________________________________
 DF7048* NAD 83(CORS)-  31 08 32.87752(N)    093 16 08.24336(W)     ADJUSTED  
 DF7048* NAVD 88     -                                                        
 DF7048  ___________________________________________________________________
 DF7048  EPOCH DATE  -        2002.00
 DF7048  X           -    -311,568.832 (meters)                     COMP
 DF7048  Y           -  -5,455,014.478 (meters)                     COMP
 DF7048  Z           -   3,279,462.405 (meters)                     COMP
 DF7048  ELLIP HEIGHT-          76.96  (meters)          (08/??/03) GPS OBS
 DF7048  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DF7048
 DF7048  HORZ ORDER  -  SPECIAL (CORS)
 DF7048  ELLP ORDER  -  SPECIAL (CORS)
 DF7048
 DF7048.ITRF positions are available for this station.
 DF7048.The coordinates were established by GPS observations
 DF7048.and adjusted by the National Geodetic Survey in August 2003..
 DF7048.The coordinates are valid at the epoch date displayed above.
 DF7048.The epoch date for horizontal control is a decimal equivalence
 DF7048.of Year/Month/Day.
 DF7048
 DF7048
 DF7048.The PID for the CORS L1 Phase Center is DF7049.
 DF7048
 DF7048.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7048
 DF7048.The ellipsoidal height was determined by GPS observations
 DF7048.and is referenced to NAD 83.
 DF7048
 DF7048.The geoid height was determined by GEOID03.
 DF7048
 DF7048;                    North         East     Units Scale Factor Converg.
 DF7048;SPC LA N     -    71,495.272   926,670.991   MT  1.00000558   -0 24 23.6
 DF7048;SPC LA N     -   234,564.07  3,040,253.08   sFT  1.00000558   -0 24 23.6
 DF7048
 DF7048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7048!SPC LA N     -   0.99998791  x   1.00000558  =   0.99999349
 DF7048
 DF7048                          SUPERSEDED SURVEY CONTROL
 DF7048
 DF7048.No superseded survey control is available for this station.
 DF7048
 DF7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7436245422(NAD 83)
 DF7048_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7048
 DF7048                          STATION DESCRIPTION
 DF7048
 DF7048'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7048'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7048'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7048'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7048'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7048'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7049 ***********************************************************************
 DF7049  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7049  DESIGNATION -  LEESVILLE CORS L1 PHASE CENTER
 DF7049  CORS_ID     -  LESV
 DF7049  PID         -  DF7049
 DF7049  STATE/COUNTY-  LA/VERNON
 DF7049  USGS QUAD   -  LEESVILLE (1994)
 DF7049
 DF7049                         *CURRENT SURVEY CONTROL
 DF7049  ___________________________________________________________________
 DF7049* NAD 83(CORS)-  31 08 32.87754(N)    093 16 08.24335(W)     ADJUSTED  
 DF7049* NAVD 88     -                                                        
 DF7049  ___________________________________________________________________
 DF7049  EPOCH DATE  -        2002.00
 DF7049  X           -    -311,568.838 (meters)                     COMP
 DF7049  Y           -  -5,455,014.572 (meters)                     COMP
 DF7049  Z           -   3,279,462.463 (meters)                     COMP
 DF7049  ELLIP HEIGHT-          77.07  (meters)          (08/??/03) GPS OBS
 DF7049  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DF7049
 DF7049  HORZ ORDER  -  SPECIAL (CORS)
 DF7049  ELLP ORDER  -  SPECIAL (CORS)
 DF7049
 DF7049.ITRF positions are available for this station.
 DF7049.The coordinates were established by GPS observations
 DF7049.and adjusted by the National Geodetic Survey in August 2003..
 DF7049.The coordinates are valid at the epoch date displayed above.
 DF7049.The epoch date for horizontal control is a decimal equivalence
 DF7049.of Year/Month/Day.
 DF7049
 DF7049
 DF7049.The PID for the CORS ARP is DF7048.
 DF7049
 DF7049.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7049
 DF7049.The ellipsoidal height was determined by GPS observations
 DF7049.and is referenced to NAD 83.
 DF7049
 DF7049.The geoid height was determined by GEOID03.
 DF7049
 DF7049;                    North         East     Units Scale Factor Converg.
 DF7049;SPC LA N     -    71,495.273   926,670.991   MT  1.00000558   -0 24 23.6
 DF7049;SPC LA N     -   234,564.07  3,040,253.08   sFT  1.00000558   -0 24 23.6
 DF7049
 DF7049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7049!SPC LA N     -   0.99998790  x   1.00000558  =   0.99999348
 DF7049
 DF7049                          SUPERSEDED SURVEY CONTROL
 DF7049
 DF7049.No superseded survey control is available for this station.
 DF7049
 DF7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7436245422(NAD 83)
 DF7049_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7049
 DF7049                          STATION DESCRIPTION
 DF7049
 DF7049'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7049'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7049'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7049'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7049'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7049'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2900 ***********************************************************************
 BX2900  DESIGNATION -  LEESVILLE FORT POLK N TANK
 BX2900  PID         -  BX2900
 BX2900  STATE/COUNTY-  LA/VERNON
 BX2900  USGS QUAD   -  FORT POLK (1974)
 BX2900
 BX2900                         *CURRENT SURVEY CONTROL
 BX2900  ___________________________________________________________________
 BX2900* NAD 83(1992)-  31 02 17.24272(N)    093 12 27.42586(W)     ADJUSTED  
 BX2900* NAVD 88     -                                                        
 BX2900  ___________________________________________________________________
 BX2900  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 BX2900  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX2900
 BX2900  HORZ ORDER  -  THIRD
 BX2900
 BX2900.The horizontal coordinates were established by classical geodetic methods
 BX2900.and adjusted by the National Geodetic Survey in January 1993..
 BX2900.No horizontal observational check was made to the station.
 BX2900
 BX2900
 BX2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2900
 BX2900.The geoid height was determined by GEOID03.
 BX2900
 BX2900;                    North         East     Units Scale Factor Converg.
 BX2900;SPC LA N     -    59,886.843   932,444.680   MT  1.00003163   -0 22 26.8
 BX2900;SPC LA N     -   196,478.75  3,059,195.59   sFT  1.00003163   -0 22 26.8
 BX2900;UTM  15      - 3,433,845.438   480,187.368   MT  0.99960484   -0 06 25.4
 BX2900
 BX2900                          SUPERSEDED SURVEY CONTROL
 BX2900
 BX2900  NAD 83(1986)-  31 02 17.25789(N)    093 12 27.42051(W) AD(       ) 4
 BX2900  NAD 27      -  31 02 16.57738(N)    093 12 26.84391(W) AD(       ) 3
 BX2900
 BX2900.Superseded values are not recommended for survey control.
 BX2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2900.See file dsdata.txt to determine how the superseded data were derived.
 BX2900
 BX2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8018733845(NAD 83)
 BX2900_MARKER: 51 = TANK
 BX2900
 BX2900  HISTORY     - Date     Condition        Report By
 BX2900  HISTORY     - 1965     FIRST OBSERVED   CGS
 BX2900
 BX2900                          STATION DESCRIPTION
 BX2900
 BX2900'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2908 ***********************************************************************
 BX2908  DESIGNATION -  LEESVILLE LA PUB UTILITY CO TK
 BX2908  PID         -  BX2908
 BX2908  STATE/COUNTY-  LA/VERNON
 BX2908  USGS QUAD   -  LEESVILLE (1994)
 BX2908
 BX2908                         *CURRENT SURVEY CONTROL
 BX2908  ___________________________________________________________________
 BX2908* NAD 83(1992)-  31 08 28.34200(N)    093 16 06.96340(W)     ADJUSTED  
 BX2908* NAVD 88     -                                                        
 BX2908  ___________________________________________________________________
 BX2908  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 BX2908  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2908
 BX2908  HORZ ORDER  -  THIRD
 BX2908
 BX2908.The horizontal coordinates were established by classical geodetic methods
 BX2908.and adjusted by the National Geodetic Survey in January 1993..
 BX2908
 BX2908
 BX2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2908
 BX2908.The geoid height was determined by GEOID03.
 BX2908
 BX2908;                    North         East     Units Scale Factor Converg.
 BX2908;SPC LA N     -    71,355.351   926,703.905   MT  1.00000587   -0 24 22.9
 BX2908;SPC LA N     -   234,105.01  3,040,361.06   sFT  1.00000587   -0 24 22.9
 BX2908;UTM  15      - 3,445,282.326   474,395.545   MT  0.99960809   -0 08 20.1
 BX2908
 BX2908                          SUPERSEDED SURVEY CONTROL
 BX2908
 BX2908  NAD 83(1986)-  31 08 28.35628(N)    093 16 06.95796(W) AD(       ) 4
 BX2908  NAD 27      -  31 08 27.68869(N)    093 16 06.36780(W) AD(       ) 3
 BX2908
 BX2908.Superseded values are not recommended for survey control.
 BX2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2908.See file dsdata.txt to determine how the superseded data were derived.
 BX2908
 BX2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7439645282(NAD 83)
 BX2908_MARKER: 51 = TANK
 BX2908
 BX2908  HISTORY     - Date     Condition        Report By
 BX2908  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2908  HISTORY     - 1943     GOOD             USE
 BX2908  HISTORY     - 19940611 GOOD             USPSQD
 BX2908  HISTORY     - 20010331 GOOD             NGS
 BX2908
 BX2908                          STATION DESCRIPTION
 BX2908
 BX2908'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2908'THIS INTERSECTION STATION IS IN THE TOWN OF LEESVILLE ABOUT
 BX2908'0.35 MILE W OF THE VERNON PARISH COURTHOUSE ON A HIGH POINT
 BX2908'OF LAND KNOWN AS SCHOOLHOUSE HILL.  IT IS THE BALL AT THE APEX
 BX2908'OF THE ALUMINUM-PAINTED CONICAL TOP OF THE BLACK-PAINTED WATER
 BX2908'TANK OWNED BY THE LOUISIANA PUBLIC UTILITY COMPANY, INC.  THE
 BX2908'TANK WAS CONSTRUCTED IN 1930 AND STANDS ABOUT 40 FEET HIGH.
 BX2908'
 BX2908'STATION WAS LOCATED BY TRAVERSE FROM LEESVILLE.
 BX2908
 BX2908                          STATION RECOVERY (1943)
 BX2908
 BX2908'RECOVERY NOTE BY US ENGINEERS 1943
 BX2908'$
 BX2908'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2908
 BX2908                          STATION RECOVERY (1994)
 BX2908
 BX2908'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2908'RECOVERED IN GOOD CONDITION.
 BX2908
 BX2908                          STATION RECOVERY (2001)
 BX2908
 BX2908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2908'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2914 ***********************************************************************
 BX2914  DESIGNATION -  LEESVILLE LOT
 BX2914  PID         -  BX2914
 BX2914  STATE/COUNTY-  LA/VERNON
 BX2914  USGS QUAD   -  LEESVILLE (1994)
 BX2914
 BX2914                         *CURRENT SURVEY CONTROL
 BX2914  ___________________________________________________________________
 BX2914* NAD 83(1992)-  31 08 23.10265(N)    093 18 19.47263(W)     ADJUSTED  
 BX2914* NAVD 88     -                                                        
 BX2914  ___________________________________________________________________
 BX2914  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 BX2914  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX2914
 BX2914  HORZ ORDER  -  THIRD
 BX2914
 BX2914.The horizontal coordinates were established by classical geodetic methods
 BX2914.and adjusted by the National Geodetic Survey in January 1993..
 BX2914
 BX2914
 BX2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2914
 BX2914.The geoid height was determined by GEOID03.
 BX2914
 BX2914;                    North         East     Units Scale Factor Converg.
 BX2914;SPC LA N     -    71,219.485   923,192.636   MT  1.00000621   -0 25 33.0
 BX2914;SPC LA N     -   233,659.26  3,028,841.17   sFT  1.00000621   -0 25 33.0
 BX2914;UTM  15      - 3,445,130.119   470,886.342   MT  0.99961045   -0 09 28.6
 BX2914
 BX2914                          SUPERSEDED SURVEY CONTROL
 BX2914
 BX2914  NAD 83(1986)-  31 08 23.11678(N)    093 18 19.46723(W) AD(       ) 4
 BX2914  NAD 27      -  31 08 22.44490(N)    093 18 18.87208(W) AD(       ) 3
 BX2914
 BX2914.Superseded values are not recommended for survey control.
 BX2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2914.See file dsdata.txt to determine how the superseded data were derived.
 BX2914
 BX2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7088645130(NAD 83)
 BX2914_MARKER: 57 = LOOKOUT TOWER
 BX2914
 BX2914  HISTORY     - Date     Condition        Report By
 BX2914  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2914  HISTORY     - 19940611 GOOD             USPSQD
 BX2914  HISTORY     - 20010331 GOOD             NGS
 BX2914
 BX2914                          STATION DESCRIPTION
 BX2914
 BX2914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2914'THE LEESVILLE LOOKOUT TOWER WHICH IS UNDER THE MANAGEMENT OF THE
 BX2914'LOUISIANA FORESTRY COMMISSION, IS LOCATED 3-1/4 MILES SOUTHWEST OF
 BX2914'HAWTHORNE AND 2-1/2 MILES WEST OF LEESVILLE ON LAND OF THE
 BX2914'LOUISIANA FORESTRY COMMISSION.
 BX2914'
 BX2914'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY 8
 BX2914'IN LEESVILLE, GO WEST ON STATE HIGHWAY 8 FOR 2.4 MILES TO A PAVED
 BX2914'SIDE ROAD LEFT AT SIGN LEESVILLE LOOKOUT TOWER.  TURN LEFT AND GO
 BX2914'SOUTH ON PAVED ROAD FOR 0.5 MILE TO THE LOOKOUT TOWER ON THE
 BX2914'RIGHT.
 BX2914'
 BX2914'THE POINT INTERSECTED WAS THE VENT AT THE TOP CENTER OF THE ROOF.
 BX2914
 BX2914                          STATION RECOVERY (1994)
 BX2914
 BX2914'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2914'RECOVERED IN GOOD CONDITION.
 BX2914
 BX2914                          STATION RECOVERY (2001)
 BX2914
 BX2914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2914'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2905 ***********************************************************************
 BX2905  DESIGNATION -  LEESVILLE PARISH CTHSE DOME
 BX2905  PID         -  BX2905
 BX2905  STATE/COUNTY-  LA/VERNON
 BX2905  USGS QUAD   -  LEESVILLE (1994)
 BX2905
 BX2905                         *CURRENT SURVEY CONTROL
 BX2905  ___________________________________________________________________
 BX2905* NAD 83(1992)-  31 08 32.35216(N)    093 15 38.97284(W)     ADJUSTED  
 BX2905* NAVD 88     -                                                        
 BX2905  ___________________________________________________________________
 BX2905  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 BX2905  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2905
 BX2905  HORZ ORDER  -  THIRD
 BX2905
 BX2905.The horizontal coordinates were established by classical geodetic methods
 BX2905.and adjusted by the National Geodetic Survey in January 1993..
 BX2905
 BX2905
 BX2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2905
 BX2905.The geoid height was determined by GEOID03.
 BX2905
 BX2905;                    North         East     Units Scale Factor Converg.
 BX2905;SPC LA N     -    71,473.620   927,446.222   MT  1.00000561   -0 24 08.1
 BX2905;SPC LA N     -   234,493.03  3,042,796.48   sFT  1.00000561   -0 24 08.1
 BX2905;UTM  15      - 3,445,404.011   475,137.006   MT  0.99960762   -0 08 05.6
 BX2905
 BX2905                          SUPERSEDED SURVEY CONTROL
 BX2905
 BX2905  NAD 83(1986)-  31 08 32.36652(N)    093 15 38.96714(W) AD(       ) 4
 BX2905  NAD 27      -  31 08 31.69909(N)    093 15 38.37611(W) AD(       ) 3
 BX2905
 BX2905.Superseded values are not recommended for survey control.
 BX2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2905.See file dsdata.txt to determine how the superseded data were derived.
 BX2905
 BX2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7513745404(NAD 83)
 BX2905_MARKER: 87 = DOME
 BX2905
 BX2905  HISTORY     - Date     Condition        Report By
 BX2905  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2905  HISTORY     - 1943     GOOD             USE
 BX2905  HISTORY     - 19940611 GOOD             USPSQD
 BX2905  HISTORY     - 20010331 GOOD             NGS
 BX2905
 BX2905                          STATION DESCRIPTION
 BX2905
 BX2905'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2905'THIS INTERSECTION STATION IS IN THE TOWN OF LEESVILLE ON THE
 BX2905'E SIDE OF THIRD STREET BETWEEN LULU AND COURTHOUSE STREETS.
 BX2905'IT IS THE FINIAL AT THE APEX OF THE DOME-SHAPED ROOF OF THE
 BX2905'COURTHOUSE BUILDING WHICH IS CONSTRUCTED OF GREY BRICK AND
 BX2905'STONE.  THE BUILDING WAS CONSTRUCTED IN 1910, IS ABOUT 100 FEET
 BX2905'HIGH AND HAS A CLOCK FACING EACH OF THE FOUR CARDINAL POINTS.
 BX2905
 BX2905                          STATION RECOVERY (1943)
 BX2905
 BX2905'RECOVERY NOTE BY US ENGINEERS 1943
 BX2905'$
 BX2905'THE COURTHOUSE AND DOME ARE STILL STANDING.
 BX2905
 BX2905                          STATION RECOVERY (1994)
 BX2905
 BX2905'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2905'RECOVERED IN GOOD CONDITION.
 BX2905
 BX2905                          STATION RECOVERY (2001)
 BX2905
 BX2905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2913 ***********************************************************************
 BX2913  DESIGNATION -  LEESVILLE RAD STA KLLA MAST
 BX2913  PID         -  BX2913
 BX2913  STATE/COUNTY-  LA/VERNON
 BX2913  USGS QUAD   -  LEESVILLE (1994)
 BX2913
 BX2913                         *CURRENT SURVEY CONTROL
 BX2913  ___________________________________________________________________
 BX2913* NAD 83(1992)-  31 08 27.01203(N)    093 17 47.26792(W)     ADJUSTED  
 BX2913* NAVD 88     -                                                        
 BX2913  ___________________________________________________________________
 BX2913  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 BX2913  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX2913
 BX2913  HORZ ORDER  -  THIRD
 BX2913
 BX2913.The horizontal coordinates were established by classical geodetic methods
 BX2913.and adjusted by the National Geodetic Survey in January 1993..
 BX2913
 BX2913
 BX2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2913
 BX2913.The geoid height was determined by GEOID03.
 BX2913
 BX2913;                    North         East     Units Scale Factor Converg.
 BX2913;SPC LA N     -    71,333.577   924,046.612   MT  1.00000596   -0 25 15.9
 BX2913;SPC LA N     -   234,033.58  3,031,642.93   sFT  1.00000596   -0 25 15.9
 BX2913;UTM  15      - 3,445,248.156   471,739.437   MT  0.99960985   -0 09 11.9
 BX2913
 BX2913                          SUPERSEDED SURVEY CONTROL
 BX2913
 BX2913  NAD 83(1986)-  31 08 27.02659(N)    093 17 47.26266(W) AD(       ) 4
 BX2913  NAD 27      -  31 08 26.35469(N)    093 17 46.66845(W) AD(       ) 3
 BX2913
 BX2913.Superseded values are not recommended for survey control.
 BX2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2913.See file dsdata.txt to determine how the superseded data were derived.
 BX2913
 BX2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7173945248(NAD 83)
 BX2913_MARKER: 42 = RADIO/TV MAST
 BX2913
 BX2913  HISTORY     - Date     Condition        Report By
 BX2913  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2913  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2913  HISTORY     - 20010331 GOOD             NGS
 BX2913
 BX2913                          STATION DESCRIPTION
 BX2913
 BX2913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2913'THE LEESVILLE RADIO STATION KLLA MAST IS LOCATED 2.2 MILES WEST AND
 BX2913'0.4 MILES SOUTH OF LEESVILLE.
 BX2913'
 BX2913'IT IS A TRIANGULAR IN CROSS SECTION STEEL STRUCTURE, PAINTED
 BX2913'ALTERNATELY RED AND WHITE AND HAS AN OVERALL HEIGHT OF 153 FEET.
 BX2913'
 BX2913'TO REACH, FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY
 BX2913'8 IN LEESVILLE, GO WEST ON STATE HIGHWAY 8 FOR 2.2 MILES TO A
 BX2913'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON
 BX2913'GRAVELED ROAD FOR 0.4 MILE TO THE STUDIO AND STATION ON THE LEFT.
 BX2913'
 BX2913'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 BX2913
 BX2913                          STATION RECOVERY (1994)
 BX2913
 BX2913'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2913'MARK NOT FOUND.
 BX2913
 BX2913                          STATION RECOVERY (2001)
 BX2913
 BX2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2913'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2909 ***********************************************************************
 BX2909  DESIGNATION -  LEESVILLE S BELL TEL MW KTF 69
 BX2909  PID         -  BX2909
 BX2909  STATE/COUNTY-  LA/VERNON
 BX2909  USGS QUAD   -  LEESVILLE (1994)
 BX2909
 BX2909                         *CURRENT SURVEY CONTROL
 BX2909  ___________________________________________________________________
 BX2909* NAD 83(1992)-  31 08 34.27836(N)    093 15 45.68213(W)     ADJUSTED  
 BX2909* NAVD 88     -                                                        
 BX2909  ___________________________________________________________________
 BX2909  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 BX2909  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2909
 BX2909  HORZ ORDER  -  THIRD
 BX2909
 BX2909.The horizontal coordinates were established by classical geodetic methods
 BX2909.and adjusted by the National Geodetic Survey in January 1993..
 BX2909
 BX2909
 BX2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2909
 BX2909.The geoid height was determined by GEOID03.
 BX2909
 BX2909;                    North         East     Units Scale Factor Converg.
 BX2909;SPC LA N     -    71,534.191   927,268.917   MT  1.00000548   -0 24 11.6
 BX2909;SPC LA N     -   234,691.76  3,042,214.77   sFT  1.00000548   -0 24 11.6
 BX2909;UTM  15      - 3,445,463.730   474,959.492   MT  0.99960773   -0 08 09.1
 BX2909
 BX2909                          SUPERSEDED SURVEY CONTROL
 BX2909
 BX2909  NAD 83(1986)-  31 08 34.29289(N)    093 15 45.67693(W) AD(       ) 4
 BX2909  NAD 27      -  31 08 33.62163(N)    093 15 45.08663(W) AD(       ) 3
 BX2909
 BX2909.Superseded values are not recommended for survey control.
 BX2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2909.See file dsdata.txt to determine how the superseded data were derived.
 BX2909
 BX2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7495945464(NAD 83)
 BX2909_MARKER: 45 = MICROWAVE TOWER
 BX2909
 BX2909  HISTORY     - Date     Condition        Report By
 BX2909  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2909  HISTORY     - 19940611 GOOD             USPSQD
 BX2909  HISTORY     - 20010331 GOOD             NGS
 BX2909
 BX2909                          STATION DESCRIPTION
 BX2909
 BX2909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2909'THE SOUTHERN BELL TELEPHONE COMPANY MICROWAVE TOWER KTF 69 IS
 BX2909'LOCATED IN THE 100 BLOCK OF EAST COURTHOUSE STREET IN LEESVILLE.
 BX2909'
 BX2909'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 BX2909'WHITE AND HAS AN OVERALL HEIGHT OF 175 FEET.  THERE ARE REFLECTOR
 BX2909'FANS AT THE TOP.
 BX2909'
 BX2909'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TOWER.
 BX2909
 BX2909                          STATION RECOVERY (1994)
 BX2909
 BX2909'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2909'RECOVERED IN GOOD CONDITION.
 BX2909
 BX2909                          STATION RECOVERY (2001)
 BX2909
 BX2909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1250 ***********************************************************************
 AU1250  DESIGNATION -  LEEVILLE
 AU1250  PID         -  AU1250
 AU1250  STATE/COUNTY-  LA/LAFOURCHE
 AU1250  USGS QUAD   -  LEEVILLE (1994)
 AU1250
 AU1250                         *CURRENT SURVEY CONTROL
 AU1250  ___________________________________________________________________
 AU1250* NAD 83(1992)-  29 14 53.46629(N)    090 12 41.22068(W)     ADJUSTED  
 AU1250* NAVD 88     -         0.39   (+/-2cm)       1.3  **(feet)  VERTCON   
 AU1250  **This station is located in a subsidence area (see below).
 AU1250  ___________________________________________________________________
 AU1250  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AU1250  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AU1250
 AU1250  HORZ ORDER  -  THIRD
 AU1250  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1250
 AU1250.The horizontal coordinates were established by classical geodetic methods
 AU1250.and adjusted by the National Geodetic Survey in January 1993..
 AU1250
 AU1250 ** The orthometric height has not been validated since last determined
 AU1250 ** by differential leveling and should not be used for control purposes.
 AU1250 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1250 ** area with valid NAVD 88 orthometric heights.
 AU1250 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1250 ** epoch indicated which incorporates improved geoid heights for the
 AU1250 ** Southern Louisiana Subsidence area.
 AU1250 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1250.The vertical order pertains to the NGVD 29 superseded value.
 AU1250
 AU1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1250
 AU1250.The geoid height was determined by GEOID03.
 AU1250
 AU1250;                    North         East     Units Scale Factor Converg.
 AU1250;SPC LA S     -    83,468.281 1,109,052.415   MT  1.00001137   +0 33 39.4
 AU1250;SPC LA S     -   273,845.52  3,638,616.13   sFT  1.00001137   +0 33 39.4
 AU1250;UTM  15      - 3,238,706.770   771,009.532   MT  1.00050639   +1 21 47.9
 AU1250
 AU1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1250!SPC LA S     -   1.00000373  x   1.00001137  =   1.00001510
 AU1250!UTM  15      -   1.00000373  x   1.00050639  =   1.00051012
 AU1250
 AU1250|---------------------------------------------------------------------|
 AU1250| PID    Reference Object                     Distance      Geod. Az  |
 AU1250|                                                           dddmmss.s |
 AU1250| AU1251 LEEVILLE RM 2                        27.740 METERS 15132     |
 AU1250| AU1252 LEEVILLE RM 1                        30.998 METERS 25842     |
 AU1250| AU2967 CANAL                               APPROX. 3.6 KM 2624717.9 |
 AU1250|---------------------------------------------------------------------|
 AU1250
 AU1250                          SUPERSEDED SURVEY CONTROL
 AU1250
 AU1250  NAD 83(1986)-  29 14 53.48155(N)    090 12 41.23124(W) AD(       ) 3
 AU1250  NAD 27      -  29 14 52.66600(N)    090 12 40.95600(W) AD(       ) 3
 AU1250  NGVD 29 (??/??/??)    0.399  (m)            1.31   (f) ADJUSTED    1 2
 AU1250
 AU1250.Superseded values are not recommended for survey control.
 AU1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1250.See file dsdata.txt to determine how the superseded data were derived.
 AU1250
 AU1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7101038707(NAD 83)
 AU1250_MARKER: DS = TRIANGULATION STATION DISK
 AU1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1250_STAMPING: LEEVILLE 1934 - 1952
 AU1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1250+STABILITY: SURFACE MOTION
 AU1250
 AU1250  HISTORY     - Date     Condition        Report By
 AU1250  HISTORY     - 1934     MONUMENTED       CGS
 AU1250  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AU1250  HISTORY     - 1965     GOOD             CGS
 AU1250  HISTORY     - 1965     GOOD             CGS
 AU1250
 AU1250                          STATION DESCRIPTION
 AU1250
 AU1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU1250'STATION IS AT LEESVILLE, ABOUT 150 METERS (490 FEET) S OF
 AU1250'THE W END OF THE HIGHWAY BRIDGE, ON THE S SIDE OF THE PRIVATE
 AU1250'CANAL WHICH LEADS TO THE WESTWARD, JUST W OF THE SMALL CANAL
 AU1250'WHICH CONNECTS THE PRIVATE CANAL TO BAYOU LAFOURCHE, AND
 AU1250'IN THE MARSH JUST INSIDE THE HIGH BANK ON THE W SIDE OF
 AU1250'THE SMALL CANAL.
 AU1250'
 AU1250'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU1250'SET IN CONCRETE IN THE TOP OF TILES.
 AU1250'
 AU1250'REFERENCE MARK NO. 1 IS 30.998 METERS (101.70 FEET) FROM
 AU1250'THE STATION S 78 DEG 42 MIN W.
 AU1250'
 AU1250'REFERENCE MARK NO. 2 IS 27.740 METERS (91.01 FEET) FROM
 AU1250'THE STATION S 29 DEG 27 MIN E.
 AU1250
 AU1250                          STATION RECOVERY (1952)
 AU1250
 AU1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU1250'STATION WAS RECOVERED WITH THE UPPER SECTION OF THE MONUMENT
 AU1250'BROKEN OFF, AND THE DISK GONE.  FRAGMENTS OF THE CONCRETE
 AU1250'FROM AROUND THE DISK WERE FOUND ALONG WITH THE LOWER SECTION
 AU1250'OF THE MONUMENT STILL IN PLACE ON CYPRESS TIMBER DRIVEN
 AU1250'INTO THE MARSH.  REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AU1250'IN GOOD CONDITION.  THE STATION WAS REMARKED IN ITS ORIGINAL
 AU1250'POSITION BY A CONCRETE-FILLED 6-IN. CONCRETE PIPE SET IN
 AU1250'PLACE IN A MASS OF CONCRETE POURED AROUND THE TOP OF THE
 AU1250'CYPRESS TIMBER WHICH WAS UNDER THE ORIGINAL MONUMENT.  THE
 AU1250'DISK WAS POSITIONED TO THE ORIGINAL MEASUREMENTS FROM
 AU1250'REFERENCE MARKS 1 AND 2.  A NEW REFERENCE MARK (REFERENCE MARK
 AU1250'3) WAS ESTABLISHED.
 AU1250'
 AU1250'STATION IS LOCATED AT LEEVILLE ON THE S SIDE OF SOUTHWEST
 AU1250'LOUISIANA CANAL, W OF A SHORT CANAL CONNECTING SOUTHWEST
 AU1250'LOUISIANA CANAL WITH BAYOU LAFOURCHE, IN THE MARSH JUST
 AU1250'INSHORE OF THE HIGHEST PART OF THE SPOIL AT THE CONFLUENCE
 AU1250'OF THE TWO CANALS, 39 FT. SE OF THE FIRST GAP IN THE SPOIL
 AU1250'ALONG SOUTHWEST LOUISIANA CANAL W OF THE CONFLUENCE OF THE
 AU1250'TWO CANALS, 67 FT. W OF THE MOST W ONE OF A GROUP OF THORN
 AU1250'TREES ON THE INSHORE SLOPE OF THE SPOIL, 50 FT. NW OF A
 AU1250'POINT FORMED BY THE SPOIL WASHING INTO THE MARSH AND WHICH
 AU1250'IS SW OF ABOVE THORN TREE, 6 FT. INSIDE THE MARSH FROM THE
 AU1250'FIRST POINT OF SPOIL EXTENDING INTO THE MARSH NW OF THE
 AU1250'FIRST MENTIONED POINT OF SPOIL, AND 2.8 FT. NE OF A 4- BY
 AU1250'4-IN. WHITE WOODEN WITNESS POST.  IT IS A STANDARD DISK,
 AU1250'STAMPED LEEVILLE 1934 1952 AND SET IN THE TOP OF A
 AU1250'CONCRETE-FILLED 6-IN. CONCRETE PIPE SET BELL UP AND PROJECTING 14
 AU1250'IN. ABOVE THE MARSH.
 AU1250'
 AU1250'REFERENCE MARK 1 IS 61.6 FT. S OF A SMALL TRIANGULAR-BLAZED
 AU1250'HACKBERRY TREE ON THE E SIDE OF A GAP IN THE SPOIL ALONG
 AU1250'SOUTHWEST LOUISIANA CANAL, 92 FT. SW OF THE FIRST GAP IN
 AU1250'THE HIGH SPOIL W OF THE CONFLUENCE OF THE TWO CANALS, AND
 AU1250'2 FT. SE OF A 4- BY 4-IN. WHITE WOODEN WITNESS POST STENCILED
 AU1250'USBM.  IT IS A STANDARD DISK, STAMPED LEEVILLE NO 1 1934
 AU1250'AND SET IN THE TOP OF A CONCRETE-FILLED 6-IN. TERRA-COTTA
 AU1250'TILE PROJECTING 2 IN. ABOVE THE MARSH.
 AU1250'
 AU1250'REFERENCE MARK 2 IS 87 FT. SW OF THE MOST W ONE OF A GROUP
 AU1250'OF THORN TREES ON THE INSHORE SLOPE OF THE SPOIL, 42 FT.
 AU1250'S OF A POINT OF THE SPOIL EXTENDING INTO THE MARSH AND WHICH
 AU1250'IS SW OF THE GROUP OF THORN TREES, 32 FT. SW OF THE INSHORE
 AU1250'EDGE OF THE SPOIL, AND 1.5 FT. SW OF A 4- BY 4-IN. WHITE
 AU1250'WOODEN WITNESS POST STENCILED USBM.  IT IS A STANDARD DISK,
 AU1250'STAMPED LEEVILLE NO 2 1934 AND SET IN THE TOP OF A
 AU1250'CONCRETE-FILLED 6-IN. TERRA-COTTA TILE PROJECTING 3 IN. ABOVE THE
 AU1250'MARSH.
 AU1250'
 AU1250'REFERENCE MARK 3 IS ON THE INSHORE SLOPE OF THE HIGH SPOIL
 AU1250'AT THE CONFLUENCE OF THE CANALS, NEAR THE GROUP OF THORN
 AU1250'TREES REFERRED TO ABOVE, 6.5 FT. NE OF A 6-IN. THORN TREE,
 AU1250'AND 8.8 FT. E OF ANOTHER 6-IN. THORN TREE.  IT IS A STANDARD
 AU1250'DISK, STAMPED LEEVILLE NO 3 1952 AND SET IN THE TOP OF A
 AU1250'CONCRETE-FILLED 6-IN. CONCRETE PIPE PROJECTING 4 IN. ABOVE
 AU1250'THE GROUND.
 AU1250'
 AU1250'THE AZIMUTHS AND DISTANCES TO THE REFERENCE MARKS ARE LISTED
 AU1250'BELOW.  THE AZIMUTHS TO REFERENCE MARKS 1 AND 2 ARE THE
 AU1250'PUBLISHED AZIMUTHS, WHILE THE AZIMUTH LISTED TO REFERENCE
 AU1250'MARK 3 IS FROM THE 1952 OBSERVATIONS AND COMPUTED FROM THE
 AU1250'PUBLISHED AZIMUTH TO REFERENCE MARK 1.  THE ANGLE AS MEASURED
 AU1250'BETWEEN REFERENCE MARKS 1 AND 2 IN 1952 WAS 252 DEG 49 MIN
 AU1250'59 SEC.
 AU1250
 AU1250                          STATION RECOVERY (1965)
 AU1250
 AU1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1250'THE STATION MARK, STAMPED LEEVILLE 1934 - 1952, IS AT LEEVILLE,
 AU1250'ABOUT 225 FEET SOUTHWEST OF AND ACROSS THE SOUTHWESTERN
 AU1250'LOUISIANA CANAL FROM THE NORTHWEST END OF A DRAWBRIDGE OVER
 AU1250'THE LAFOURCHE BAYOU, 101.7 FEET EAST-NORTHEAST OF LEEVILLE
 AU1250'R.M. 1, 91 FEET WEST OF LEEVILLE R.M. 3, 75.7 FEET NORTHWEST
 AU1250'OF LEEVILLE R.M. 2, 33 FEET NORTHWEST OF A SMALL GROVE OF
 AU1250'TREES, 2-1/2 FEET NORTHWEST OF A WOODEN WITNESS POST, 3
 AU1250'FEET SOUTH OF THE SHORE LINE OF THE CANAL, SET IN THE TOP
 AU1250'OF A 6-INCH CONCRETE PIPE FILLED WITH CONCRETE AND PROJECTING
 AU1250'8 INCHES.
 AU1250'
 AU1250'R.M. 1, STAMPED LEEVILLE NO 1 1934, 101.7 FEET WEST-SOUTHWEST
 AU1250'OF LEEVILLE 1934, ABOUT 300 FEET SOUTHWEST OF AND ACROSS
 AU1250'THE SOUTHWESTERN LOUISIANA CANAL FROM THE NORTHWEST END
 AU1250'OF A DRAWBRIDGE OVER THE LAFOURCHE BAYOU, 24 FEET SOUTH
 AU1250'OF THE SOUTH SHORE LINE OF THE CANAL, 2 FEET WEST OF A WOODEN
 AU1250'WITNESS POST, AND SET IN THE TOP OF A 6-INCH TILE WHICH
 AU1250'IS FILLED WITH CONCRETE AND IS FLUSH WITH THE GROUND.
 AU1250'
 AU1250'R.M. 2, STAMPED LEEVILLE NO 2 1934, 75.7 FEET SOUTHEAST
 AU1250'OF LEEVILLE 1934 - 1952, ABOUT 300 FEET SOUTHWEST AND ACROSS
 AU1250'THE SOUTHWESTERN LOUISIANA CANAL FROM THE NORTHWEST END
 AU1250'OF A DRAWBRIDGE OVER THE LAFOURCHE BAYOU, 42 FEET SOUTH
 AU1250'OF THE SOUTH EDGE OF A SMALL GROVE OF TREES, 1.3 FEET NORTH
 AU1250'OF A WOODEN WITNESS POST, SET IN THE TOP OF A 6-INCH TILE
 AU1250'PIPE FILLED WITH CONCRETE AND FLUSH WITH THE GROUND.
 AU1250'
 AU1250'R.M. 3, STAMPED LEEVILLE NO 3 1952, IN SECTION 1, T 21 S,
 AU1250'R 22 E, 91 FEET EAST OF LEEVILLE 1934 - 1952, ABOUT 200
 AU1250'FEET SOUTHWEST OF AND ACROSS THE SOUTHWESTERN LOUISIANA
 AU1250'CANAL FROM THE NORTHWEST END OF A DRAWBRIDGE OVER THE LAFOURCHE
 AU1250'BAYOU, 4 FEET SOUTH OF THE SOUTH SHORE LINE OF THE CANAL,
 AU1250'8-1/2 FEET EAST OF A 6-INCH HACKBERRY TREE, 6 FEET NORTH
 AU1250'OF A 10-INCH HACKBERRY TREE, SET IN THE TOP OF A 6-INCH
 AU1250'TILE FILLED WITH CONCRETE AND PROJECTING 6 INCHES.
 AU1250
 AU1250                          STATION RECOVERY (1965)
 AU1250
 AU1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1250'IN LEEVILLE.
 AU1250'AT LEEVILLE, ABOUT 225 FEET SOUTHWEST OF AND ACROSS THE SOUTHWESTERN
 AU1250'LOUISIANA CANAL FROM THE NORTHWEST END OF A DRAWBRIDGE OVER THE
 AU1250'LAFOURCHE BAYOU, 101.7 FEET EAST-NORTHEAST OF LEEVILLE R.M. 1, 91 FEET
 AU1250'WEST OF LEEVILLE R.M. 3, 75.7 FEET NORTHWEST OF LEEVILLE R.M. 2, 33
 AU1250'FEET NORTHWEST OF A SMALL GROVE OF TREES, 2 1/2 FEET NORTHWEST OF A
 AU1250'WOODEN WITNESS POST, 3 FEET SOUTH OF THE SHORE LINE OF THE CANAL, SET
 AU1250'IN THE TOP OF A 6-INCH CONCRETE PIPE FILLED WITH CONCRETE AND
 AU1250'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2970 ***********************************************************************
 AU2970  DESIGNATION -  LEEVILLE FREEPORT SULPHUR MAST
 AU2970  PID         -  AU2970
 AU2970  STATE/COUNTY-  LA/LAFOURCHE
 AU2970  USGS QUAD   -  LEEVILLE (1994)
 AU2970
 AU2970                         *CURRENT SURVEY CONTROL
 AU2970  ___________________________________________________________________
 AU2970* NAD 83(1992)-  29 13 05.55850(N)    090 13 02.96514(W)     ADJUSTED  
 AU2970* NAVD 88     -                                                        
 AU2970  **This station is located in a subsidence area (see below).
 AU2970  ___________________________________________________________________
 AU2970  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AU2970  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AU2970
 AU2970  HORZ ORDER  -  THIRD
 AU2970
 AU2970.The horizontal coordinates were established by classical geodetic methods
 AU2970.and adjusted by the National Geodetic Survey in January 1993..
 AU2970
 AU2970 ** The orthometric height has not been validated since last determined
 AU2970 ** by differential leveling and should not be used for control purposes.
 AU2970 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2970 ** area with valid NAVD 88 orthometric heights.
 AU2970 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2970 ** epoch indicated which incorporates improved geoid heights for the
 AU2970 ** Southern Louisiana Subsidence area.
 AU2970 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2970
 AU2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2970
 AU2970.The geoid height was determined by GEOID03.
 AU2970
 AU2970;                    North         East     Units Scale Factor Converg.
 AU2970;SPC LA S     -    80,140.307 1,108,497.657   MT  1.00001832   +0 33 28.6
 AU2970;SPC LA S     -   262,926.99  3,636,796.06   sFT  1.00001832   +0 33 28.6
 AU2970;UTM  15      - 3,235,369.725   770,501.146   MT  1.00050300   +1 21 32.7
 AU2970
 AU2970                          SUPERSEDED SURVEY CONTROL
 AU2970
 AU2970  NAD 83(1986)-  29 13 05.57415(N)    090 13 02.97565(W) AD(       ) 4
 AU2970  NAD 27      -  29 13 04.75000(N)    090 13 02.69000(W) AD(       ) 3
 AU2970
 AU2970.Superseded values are not recommended for survey control.
 AU2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2970.See file dsdata.txt to determine how the superseded data were derived.
 AU2970
 AU2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7050135370(NAD 83)
 AU2970_MARKER: 44 = MICROWAVE MAST
 AU2970
 AU2970  HISTORY     - Date     Condition        Report By
 AU2970  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2970
 AU2970                          STATION DESCRIPTION
 AU2970
 AU2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2970'THE STATION IS THE CENTER OF THE TOP OF THE FOUR LEGGED
 AU2970'SKELETON FRAMEWORK MAST, LOCATED ON THE EAST SIDE OF STATE
 AU2970'HIGHWAY 1 ABOUT 1.5 MILES SOUTH OF THE DRAWBRIDGE AT LEEVILLE
 AU2970'ACROSS BAYOU LA FOURCHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2592 ***********************************************************************
 BX2592  DESIGNATION -  LEGER
 BX2592  PID         -  BX2592
 BX2592  STATE/COUNTY-  LA/AVOYELLES
 BX2592  USGS QUAD   -  BELLE D'EAU (1983)
 BX2592
 BX2592                         *CURRENT SURVEY CONTROL
 BX2592  ___________________________________________________________________
 BX2592* NAD 83(1992)-  31 05 48.49090(N)    092 13 19.57404(W)     ADJUSTED  
 BX2592* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 BX2592  ___________________________________________________________________
 BX2592  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BX2592  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BX2592
 BX2592  HORZ ORDER  -  FIRST
 BX2592
 BX2592.The horizontal coordinates were established by classical geodetic methods
 BX2592.and adjusted by the National Geodetic Survey in January 1993..
 BX2592
 BX2592.The orthometric height was scaled from a topographic map.
 BX2592
 BX2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2592
 BX2592.The geoid height was determined by GEOID03.
 BX2592
 BX2592;                    North         East     Units Scale Factor Converg.
 BX2592;SPC LA N     -    66,206.333 1,026,513.824   MT  1.00001658   +0 08 48.9
 BX2592;SPC LA N     -   217,211.94  3,367,820.77   sFT  1.00001658   +0 08 48.9
 BX2592;UTM  15      - 3,440,590.345   574,188.624   MT  0.99966789   +0 24 06.4
 BX2592
 BX2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2592!SPC LA N     -   0.99999874  x   1.00001658  =   1.00001532
 BX2592!UTM  15      -   0.99999874  x   0.99966789  =   0.99966663
 BX2592
 BX2592:                Primary Azimuth Mark                     Grid Az
 BX2592:SPC LA N     -  LEGER AZ MK                              008 54 27.1
 BX2592:UTM  15      -  LEGER AZ MK                              008 39 09.6
 BX2592
 BX2592|---------------------------------------------------------------------|
 BX2592| PID    Reference Object                     Distance      Geod. Az  |
 BX2592|                                                           dddmmss.s |
 BX2592| CY4863 LEGER AZ MK                                        0090316.0 |
 BX2592| BX2597 RUBY UNITED GAS MICRO KGU 47        APPROX. 7.5 KM 0154736.4 |
 BX2592| BX2591 HESSMER LA ARK RWY CO KDV 157       APPROX. 8.6 KM 1185911.6 |
 BX2592| CY4864 LEGER RM 1                           28.048 METERS 14913     |
 BX2592| BK2624 BUNKIE ITC CABLE TV MAST            APPROX.17.0 KM 1510611.6 |
 BX2592| CY4865 LEGER RM 2                           51.834 METERS 23616     |
 BX2592|---------------------------------------------------------------------|
 BX2592
 BX2592                          SUPERSEDED SURVEY CONTROL
 BX2592
 BX2592  NAD 83(1986)-  31 05 48.51042(N)    092 13 19.56866(W) AD(       ) 1
 BX2592  NAD 27      -  31 05 47.83296(N)    092 13 19.10479(W) AD(       ) 1
 BX2592
 BX2592.Superseded values are not recommended for survey control.
 BX2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2592.See file dsdata.txt to determine how the superseded data were derived.
 BX2592
 BX2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7418940590(NAD 83)
 BX2592_MARKER: DS = TRIANGULATION STATION DISK
 BX2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2592
 BX2592  HISTORY     - Date     Condition        Report By
 BX2592  HISTORY     - 1969     MONUMENTED       CGS
 BX2592
 BX2592                          STATION DESCRIPTION
 BX2592
 BX2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2592'THE STATION IS LOCATED ABOUT 6 MILES NORTH AND 4 MILES EAST OF
 BX2592'CHENEYVILLE, 1-1/4 MILES SOUTH OF THE RED RIVER AND 1/2 MILE EAST
 BX2592'OF THE AVOYELLES-RAPIDES COUNTY LINE, IN PASTURE LAND OWNED BY
 BX2592'MR. RUSSEL LEGER.
 BX2592'
 BX2592'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 114
 BX2592'ABOUT 20 MILES SOUTHEAST OF ALEXANDRIA, GO SOUTH ON HIGHWAY 114
 BX2592'FOR 0.95 MILE TO A SIDE ROAD RIGHT JUST AFTER CROSSING RAILROAD
 BX2592'TRACK AND SIGN WHIDDONS WELDING ON THE RIGHT.  TURN RIGHT AND GO
 BX2592'WEST ON A GRAVELED ROAD FOR 0.3 MILE TO A FORK.  TAKE THE LEFT
 BX2592'FORK AND CONTINUE WEST ON A TRACK ROAD FOR 0.1 MILE TO A BOARD
 BX2592'GATE.  PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.05 MILE TO
 BX2592'A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.05
 BX2592'MILE TO A CORRAL AND STATION ON THE RIGHT.
 BX2592'
 BX2592'THE STATION MARK IS A STANDARD DISK STAMPED LEGER 1969, SET IN
 BX2592'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 16 INCH
 BX2592'BELOW THE SURFACE OF THE GROUND.  IT IS 109 FEET NORTH OF THE
 BX2592'CENTER OF THE TRACK ROAD, 68 FEET NORTH-NORTHEAST OF A 40-INCH
 BX2592'OAK TREE, 27 FEET NORTHWEST OF THE NORTHWEST CORNER POST FOR
 BX2592'CORRAL, 16 FEET WEST OF A FENCE AND 2 FEET SOUTHWEST OF A METAL
 BX2592'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BX2592'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 BX2592'
 BX2592'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LEGER NO 1 1969,
 BX2592'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2592'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 65
 BX2592'FEET SOUTHEAST OF THE NORTHWEST CORNER POST FOR CORRAL AND 1 FOOT
 BX2592'NORTH OF CORRAL FENCE.
 BX2592'
 BX2592'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LEGER NO 2
 BX2592'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2592'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BX2592'115 FEET WEST-SOUTHWEST OF THE 40-INCH OAK TREE, 18.5 FEET WEST
 BX2592'OF A TWIN-TRUNKED TREE AND 14 FEET NORTH OF THE CENTER OF THE
 BX2592'TRACK ROAD.
 BX2592'
 BX2592'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEGER 1969, SET IN
 BX2592'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2592'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 9 FEET NORTH OF
 BX2592'THE CENTER OF THE TRACK ROAD ON THE TOP OF THE LEVEE AND 1.8 FEET
 BX2592'WEST OF A METAL WITNESS POST.
 BX2592'
 BX2592'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 BX2592'1 AND 114, GO WEST FOR 0.1 MILE TO LAUHNEYS AUTO WRECKERS YARD ON
 BX2592'THE RIGHT.  TURN RIGHT PASSING THROUGH THE YARD FOR 0.05 MILE TO
 BX2592'A GATE.  PASS THROUGH THE GATE AND GO NORTH, UPHILL, TO TOP OF
 BX2592'LEVEE.  TURN LEFT AT TOP OF LEVEE AND GO WEST FOR 0.2 MILE TO THE
 BX2592'AZIMUTH MARK ON THE RIGHT, ABOUT 0.05 MILE BEFORE REACHING A
 BX2592'CATTLE GUARD.
 BX2592'
 BX2592'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3312 ***********************************************************************
 BK3312  DESIGNATION -  LEGION
 BK3312  PID         -  BK3312
 BK3312  STATE/COUNTY-  LA/CALCASIEU
 BK3312  USGS QUAD   -  LAKE CHARLES (1994)
 BK3312
 BK3312                         *CURRENT SURVEY CONTROL
 BK3312  ___________________________________________________________________
 BK3312* NAD 83(1992)-  30 13 13.23080(N)    093 12 04.49467(W)     ADJUSTED  
 BK3312* NAVD 88     -         3.6  **(meters)      12.   **(feet)  GPS OBS   
 BK3312  **This station is located in a subsidence area (see below).
 BK3312  ___________________________________________________________________
 BK3312  X           -    -308,030.452 (meters)                     COMP
 BK3312  Y           -  -5,507,375.026 (meters)                     COMP
 BK3312  Z           -   3,191,491.594 (meters)                     COMP
 BK3312  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK3312  ELLIP HEIGHT-         -23.86  (meters)          (02/20/02) GPS OBS
 BK3312  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3312
 BK3312  HORZ ORDER  -  FIRST
 BK3312  ELLP ORDER  -  FOURTH    CLASS I
 BK3312
 BK3312.The horizontal coordinates were established by GPS observations
 BK3312.and adjusted by the National Geodetic Survey in January 1995..
 BK3312
 BK3312 ** The orthometric height has not been validated since last determined
 BK3312 ** by differential leveling and should not be used for control purposes.
 BK3312 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3312 ** area with valid NAVD 88 orthometric heights.
 BK3312 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3312 ** epoch indicated which incorporates improved geoid heights for the
 BK3312 ** Southern Louisiana Subsidence area.
 BK3312 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3312.The orthometric height was determined by GPS observations and a
 BK3312.high-resolution geoid model.
 BK3312
 BK3312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3312
 BK3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3312
 BK3312.The ellipsoidal height was determined by GPS observations
 BK3312.and is referenced to NAD 83.
 BK3312
 BK3312.The geoid height was determined by GEOID03.
 BK3312
 BK3312;                    North         East     Units Scale Factor Converg.
 BK3312;SPC LA S     -   192,156.072   820,191.297   MT  0.99993305   -0 56 02.3
 BK3312;SPC LA S     -   630,432.05  2,690,910.95   sFT  0.99993305   -0 56 02.3
 BK3312;UTM  15      - 3,343,218.548   480,633.049   MT  0.99960463   -0 06 04.7
 BK3312
 BK3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3312!SPC LA S     -   1.00000375  x   0.99993305  =   0.99993680
 BK3312!UTM  15      -   1.00000375  x   0.99960463  =   0.99960838
 BK3312
 BK3312                          SUPERSEDED SURVEY CONTROL
 BK3312
 BK3312  ELLIP H (01/13/95)  -23.78   (m)                       GP(       ) 3 2
 BK3312  NAD 83(1992)-  30 13 13.23102(N)    093 12 04.49673(W) AD(       ) 1
 BK3312  ELLIP H (01/21/93)  -23.85   (m)                       GP(       ) 4 2
 BK3312  NAD 83(1986)-  30 13 13.25290(N)    093 12 04.48798(W) AD(       ) 1
 BK3312  NGVD 29 (05/20/88)    3.6    (m)           12.     (f) GPS OBS        
 BK3312
 BK3312.Superseded values are not recommended for survey control.
 BK3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3312.See file dsdata.txt to determine how the superseded data were derived.
 BK3312
 BK3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8063343219(NAD 83)
 BK3312_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3312_STAMPING: LEGION 1987
 BK3312_MARK LOGO: NGS   
 BK3312_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3312+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 BK3312
 BK3312  HISTORY     - Date     Condition        Report By
 BK3312  HISTORY     - 1987     MONUMENTED       LADTD
 BK3312  HISTORY     - 19901228 GOOD             VFM
 BK3312  HISTORY     - 20040122 GOOD             USPSQD
 BK3312  HISTORY     - 20050622 GOOD             USPSQD
 BK3312
 BK3312                          STATION DESCRIPTION
 BK3312
 BK3312'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3312'THE STATION IS LOCATED IN THE CENTRAL SECTION OF LAKE CHARLES,
 BK3312'ABOUT 1.6 KM (1 MI) EAST-SOUTHEAST OF THE DOWNTOWN AREA, AT THE
 BK3312'SOUTHWEST CORNER OF LEGION FIELD, IN THE NORTHEAST ANGLE OF FIRST
 BK3312'AVENUE AND SIXTH STREET.
 BK3312'OWNERSHIP--CITY OF LAKE CHARLES, OFFICE OF CITY PLANNING, C/O
 BK3312'DIRECTOR ERNIE BROUSSARD, PO BOX 900, LAKE CHARLES LA  70602.
 BK3312'PHONE 318-491-1210.
 BK3312'
 BK3312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 BK3312'(BROAD STREET) AND LAKESHORE DRIVE IN THE NORTHWEST SECTION OF LAKE
 BK3312'CHARLES, GO EAST FOR 1.75 KM (1.1 MI) ON BROAD STREET TO A RAILROAD
 BK3312'CROSSING IN THE MEDIAN OF FIRST AVENUE.
 BK3312'TURN RIGHT AND GO SOUTH FOR 0.78 KM (0.5 MI) ON FIRST AVENUE TO
 BK3312'SIXTH STREET AND THE STATION ON THE LEFT ACROSS THE TRACKS.
 BK3312'
 BK3312'THE STATION IS A STANDARD NGS DISK
 BK3312'STAMPED---LEGION 1987---,
 BK3312'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3312'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3312'10.2 METERS (33.5 FT) NORTH FROM THE CENTER OF SIXTH STREET,
 BK3312'4.4 METERS (14.5 FT) EAST FROM THE EAST CURB OF FIRST AVENUE,
 BK3312'5.2 METERS (17 FT) NORTH-NORTHWEST FROM A FENCE CORNER AND
 BK3312'1.4 METERS (4.5 FT) WEST FROM A FIBERGLASS WITNESS POST IN THE
 BK3312'CHAIN LINK PERINETER FENCE FOR LEGION FIELD.
 BK3312'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3312'STAMPED---LEGION 1987---,
 BK3312'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3312
 BK3312                          STATION RECOVERY (1990)
 BK3312
 BK3312'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3312'RECOVERED AS DESCRIBED.
 BK3312
 BK3312                          STATION RECOVERY (2004)
 BK3312
 BK3312'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3312'RECOVERED IN GOOD CONDITION.
 BK3312
 BK3312                          STATION RECOVERY (2005)
 BK3312
 BK3312'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK3312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2823 ***********************************************************************
 BK2823  DESIGNATION -  LEGROS APT
 BK2823  PID         -  BK2823
 BK2823  STATE/COUNTY-  LA/ACADIA
 BK2823  USGS QUAD   -  CROWLEY WEST (1987)
 BK2823
 BK2823                         *CURRENT SURVEY CONTROL
 BK2823  ___________________________________________________________________
 BK2823* NAD 83(1992)-  30 09 55.47143(N)    092 28 54.02997(W)     ADJUSTED  
 BK2823* NAVD 88     -         4.34   (+/-2cm)      14.2  **(feet)  VERTCON   
 BK2823  **This station is located in a subsidence area (see below).
 BK2823  ___________________________________________________________________
 BK2823  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK2823  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2823
 BK2823  HORZ ORDER  -  SECOND
 BK2823  VERT ORDER  -  THIRD ? (See Below)
 BK2823
 BK2823.This mark is at Crowley/le Gros Mem Airport (3R2)
 BK2823
 BK2823.The horizontal coordinates were established by classical geodetic methods
 BK2823.and adjusted by the National Geodetic Survey in January 1993..
 BK2823
 BK2823 ** The orthometric height has not been validated since last determined
 BK2823 ** by differential leveling and should not be used for control purposes.
 BK2823 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2823 ** area with valid NAVD 88 orthometric heights.
 BK2823 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2823 ** epoch indicated which incorporates improved geoid heights for the
 BK2823 ** Southern Louisiana Subsidence area.
 BK2823 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2823.The vertical order pertains to the NGVD 29 superseded value.
 BK2823
 BK2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2823
 BK2823.The geoid height was determined by GEOID03.
 BK2823
 BK2823;                    North         East     Units Scale Factor Converg.
 BK2823;SPC LA S     -   185,155.485   889,394.605   MT  0.99992985   -0 34 27.1
 BK2823;SPC LA S     -   607,464.29  2,917,955.47   sFT  0.99992985   -0 34 27.1
 BK2823;UTM  15      - 3,337,227.651   549,908.474   MT  0.99963073   +0 15 37.7
 BK2823
 BK2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2823!SPC LA S     -   1.00000360  x   0.99992985  =   0.99993345
 BK2823!UTM  15      -   1.00000360  x   0.99963073  =   0.99963433
 BK2823
 BK2823:                Primary Azimuth Mark                     Grid Az
 BK2823:SPC LA S     -  A 163                                    009 53 56.6
 BK2823:UTM  15      -  A 163                                    009 03 51.8
 BK2823
 BK2823|---------------------------------------------------------------------|
 BK2823| PID    Reference Object                     Distance      Geod. Az  |
 BK2823|                                                           dddmmss.s |
 BK2823| BK0271 A 163                                              0091929.5 |
 BK2823| CW2016 LEGROS APT RM 1                       9.559 METERS 18727     |
 BK2823| BK0272 A 224                                 8.442 METERS 29250     |
 BK2823| BK2824 AIRPORT BCN LEGROS MEM APT           10.953 METERS 30058     |
 BK2823| BK2888 MIDLAND WAY RICE DRIER TANK         APPROX. 2.7 KM 3101940.4 |
 BK2823|---------------------------------------------------------------------|
 BK2823
 BK2823                          SUPERSEDED SURVEY CONTROL
 BK2823
 BK2823  NAD 83(1986)-  30 09 55.49115(N)    092 28 54.02434(W) AD(       ) 2
 BK2823  NAD 27      -  30 09 54.74865(N)    092 28 53.53527(W) AD(       ) 2
 BK2823  NGVD 29 (07/19/86)    4.34   (m)           14.2    (f) LEVELING    3  
 BK2823
 BK2823.Superseded values are not recommended for survey control.
 BK2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2823.See file dsdata.txt to determine how the superseded data were derived.
 BK2823
 BK2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4990837228(NAD 83)
 BK2823_MARKER: DS = TRIANGULATION STATION DISK
 BK2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2823
 BK2823  HISTORY     - Date     Condition        Report By
 BK2823  HISTORY     - 1974     MONUMENTED       NGS
 BK2823  HISTORY     - 19910905 GOOD             USPSQD
 BK2823  HISTORY     - 19971017 GOOD             USPSQD
 BK2823  HISTORY     - 20041231 GOOD             USPSQD
 BK2823
 BK2823                          STATION DESCRIPTION
 BK2823
 BK2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2823'THE STATION IS ABOUT 8 MILES SOUTHWEST OF CROWLEY, 2-1/2 MILES
 BK2823'SOUTHWEST OF ESTERWOOD, 2 MILES SOUTH-SOUTHWEST OF MIDLAND, IN THE
 BK2823'NORTHEAST CORNER OF LEGROS MEMORIAL AIRPORT AND ON PROPERTY OWNED
 BK2823'BY ACADIA PARISH AND THE POLICE JURY.
 BK2823'
 BK2823'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 BK2823'HIGHWAY 91 IN MIDLAND, GO SOUTH ON HIGHWAY 91 FOR 0.9 MILE TO A
 BK2823'GRAVELED SIDE ROAD LEFT (JUST NORTH OF A SCHOOL).  TURN LEFT AND GO
 BK2823'EAST ON THE GRAVELED ROAD FOR 1.05 MILES TO A CROSSROAD AND BM A
 BK2823'163 AS DESCRIBED.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.2
 BK2823'MILE TO A BEACON AND THE STATION AS DESCRIBED.
 BK2823'
 BK2823'THE STATION MARKS ARE STANDARD DISKS STAMPED LEGROS APT 1974.  THE
 BK2823'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BK2823'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 BK2823'48 INCHES BELOW THE GROUND.  THEY ARE 120 FEET SOUTHWEST OF CENTER
 BK2823'OF CATTLE GUARD, 43 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 32
 BK2823'FEET WEST OF CENTER OF A GRAVELED ROAD AND 24.5 FEET EAST OF THE
 BK2823'NORTHEAST CORNER OF A SMALL CONCRETE BUILDING.
 BK2823'
 BK2823'REFERENCE MARK 1, STAMPED LEGROS APT NO 1 1974, IS A STANDARD DISK
 BK2823'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 72.5 FEET
 BK2823'SOUTH OF CENTER OF THE PAVED ROAD, 32.5 FEET WEST OF CENTER OF THE
 BK2823'GRAVELED ROAD AND 26.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BK2823'THE CONCRETE BUILDING.
 BK2823'
 BK2823'BM A 224, STAMPED A 224 1965, IS A STANDARD BENCH MARK DISK SET IN A
 BK2823'ROUND CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS 59 FEET WEST
 BK2823'OF CENTER OF THE GRAVELED ROAD, 27.5 FEET SOUTH OF CENTER OF THE
 BK2823'PAVED ROAD, 14.5 FEET NORTH OF THE NORTHEAST CORNER OF BUILDING, 3
 BK2823'FEET SOUTH OF THE SOUTHEAST LEG OF THE BEACON AND 1 FOOT WEST OF
 BK2823'A WOODEN WITNESS POST.
 BK2823'
 BK2823'(AZIMUTH MARK), STAMPED A 163 1955, IS A STANDARD BENCH MARK DISK SET
 BK2823'IN A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 87 FEET
 BK2823'SOUTHEAST OF CENTER OF THE JUNCTION OF THE TWO ROADS, 38 FEET EAST OF
 BK2823'THE CENTER OF THE PAVED ROAD, 25 FEET SOUTH OF THE EAST END OF A
 BK2823'CULVERT AND 3 FEET WEST OF A WOODEN WITNESS POST.
 BK2823'
 BK2823'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 BK2823'
 BK2823'NEAREST TOWN--MIDLAND.
 BK2823
 BK2823                          STATION RECOVERY (1991)
 BK2823
 BK2823'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2823'RECOVERED IN GOOD CONDITION.
 BK2823
 BK2823                          STATION RECOVERY (1997)
 BK2823
 BK2823'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2823'RECOVERED IN GOOD CONDITION.
 BK2823
 BK2823                          STATION RECOVERY (2004)
 BK2823
 BK2823'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2961 ***********************************************************************
 BH2961  DESIGNATION -  LEIGHDONS
 BH2961  PID         -  BH2961
 BH2961  STATE/COUNTY-  LA/WASHINGTON
 BH2961  USGS QUAD   -  ANGIE (1982)
 BH2961
 BH2961                         *CURRENT SURVEY CONTROL
 BH2961  ___________________________________________________________________
 BH2961* NAD 83(1992)-  30 53 20.43101(N)    089 46 34.80069(W)     ADJUSTED  
 BH2961* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 BH2961  ___________________________________________________________________
 BH2961  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BH2961  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BH2961
 BH2961  HORZ ORDER  -  SECOND
 BH2961
 BH2961.The horizontal coordinates were established by classical geodetic methods
 BH2961.and adjusted by the National Geodetic Survey in May 1994..
 BH2961
 BH2961.The orthometric height was scaled from a topographic map.
 BH2961
 BH2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2961
 BH2961.The geoid height was determined by GEOID03.
 BH2961
 BH2961;                    North         East     Units Scale Factor Converg.
 BH2961;SPC LA S     -   265,829.950 1,148,874.284   MT  1.00004566   +0 46 42.7
 BH2961;SPC LA S     -   872,143.76  3,769,265.05   sFT  1.00004566   +0 46 42.7
 BH2961;SPC MS E     -   154,352.827   209,837.889   MT  1.00005024   -0 29 02.9
 BH2961;SPC MS E     -   506,405.90    688,443.14   sFT  1.00005024   -0 29 02.9
 BH2961;SPC MS W     -   154,104.794   753,255.106   MT  0.99998497   +0 17 09.4
 BH2961;SPC MS W     -   505,592.14  2,471,304.46   sFT  0.99998497   +0 17 09.4
 BH2961;UTM  16      - 3,420,604.121   234,598.413   MT  1.00046898   -1 25 34.1
 BH2961
 BH2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2961!SPC LA S     -   1.00000016  x   1.00004566  =   1.00004582
 BH2961!SPC MS E     -   1.00000016  x   1.00005024  =   1.00005040
 BH2961!SPC MS W     -   1.00000016  x   0.99998497  =   0.99998513
 BH2961!UTM  16      -   1.00000016  x   1.00046898  =   1.00046914
 BH2961
 BH2961|---------------------------------------------------------------------|
 BH2961| PID    Reference Object                     Distance      Geod. Az  |
 BH2961|                                                           dddmmss.s |
 BH2961| DD9052 LEIGHDONS RM 1                       33.025 METERS 20756     |
 BH2961| DD9051 LEIGHDONS AZ MK                                    2722710.5 |
 BH2961| DD9053 LEIGHDONS RM 2                       31.818 METERS 30110     |
 BH2961|---------------------------------------------------------------------|
 BH2961
 BH2961                          SUPERSEDED SURVEY CONTROL
 BH2961
 BH2961  NAD 83(1992)-  30 53 20.44166(N)    089 46 34.79765(W) AD(       ) 2
 BH2961  NAD 83(1986)-  30 53 20.44575(N)    089 46 34.79786(W) AD(       ) 2
 BH2961  NAD 27      -  30 53 19.77558(N)    089 46 34.53070(W) AD(       ) 2
 BH2961
 BH2961.Superseded values are not recommended for survey control.
 BH2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2961.See file dsdata.txt to determine how the superseded data were derived.
 BH2961
 BH2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3459820604(NAD 83)
 BH2961_MARKER: DS = TRIANGULATION STATION DISK
 BH2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2961+STABILITY: SURFACE MOTION
 BH2961
 BH2961  HISTORY     - Date     Condition        Report By
 BH2961  HISTORY     - 1935     MONUMENTED       CGS
 BH2961  HISTORY     - 1955     GOOD             CGS
 BH2961
 BH2961                          STATION DESCRIPTION
 BH2961
 BH2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2961'EIGHT AND THREE-QUARTER MILES NORTH-NORTHEAST OF BOGALUSA, ABOUT 3-
 BH2961'1/4 MILES EAST OF VARNADO ON THE WEST BANK OF THE PEARL RIVER ON A
 BH2961'BLUFF ABOUT 12 FEET HIGH AT THE OLD LEIGHDONS BLUFF LANDING, ON
 BH2961'PROPERTY BELONGING TO THE GREAT SOUTHERN LUMBER COMPANY, 44.5 FEET
 BH2961'NORTHEAST OF A TRIPLE GUM TREE, 46 FEET NORTH-NORTHWEST OF A 10-
 BH2961'INCH PINE AT EDGE OF BLUFF, AND 75 FEET NORTHWEST OF WEST BANK
 BH2961'OF THE PEARL RIVER.
 BH2961'
 BH2961'TO REACH FROM BOGALUSA AT THE JUNCTION OF STATE HIGHWAYS 7 AND 35,
 BH2961'GO NORTH ON NO. 7 FOR 7.4 MILES TO VARNADO, TURN RIGHT ON GRAVEL
 BH2961'ROAD WHERE NO. 7 TURNS SHARP LEFT (WEST) AND GO 1.65 MILES TO
 BH2961'CROSSROADS, KEEP STRAIGHT AHEAD 0.3 MILE TO FORKS, TAKE LEFT MAIN
 BH2961'FORK AND GO 0.3 MILE TO CREEK, CROSS CREEK AND CONTINUE 50 YARDS TO
 BH2961'FORKS, KEEP TO LEFT MAIN FORK AND GO 0.8 MILE TO A WOODEN GATE
 BH2961'ACROSS THE ROAD. GO THROUGH GATE AND CONTINUE 75 YARDS TO BANK OF
 BH2961'RIVER AND STATION.
 BH2961'
 BH2961'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BH2961'BRONZE DISKS SET IN CONCRETE.
 BH2961'
 BH2961'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION, 2 FEET EAST OF
 BH2961'NORTH-SOUTH FENCE LINE, 18 FEET SOUTHEAST OF A 30-INCH OAK, AND 50
 BH2961'FEET NORTH OF THE RIVER BANK.
 BH2961'
 BH2961'REFERENCE MARK NO. 2 IS NORTH OF STATION, 7 FEET SOUTH OF AN EAST-
 BH2961'WEST FENCE LINE, AND 25 FEET SOUTHEAST OF A 30-INCH PINE.
 BH2961'
 BH2961'AZIMUTH MARK IS WEST-NORTHWEST OF STATION, AND 25 YARDS NORTHWEST OF
 BH2961'FENCE LINE, IN AN OPEN FIELD.
 BH2961'
 BH2961'A 113-FOOT TOWER WILL CLEAR ALL LINES.
 BH2961'
 BH2961'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BH2961
 BH2961                          STATION RECOVERY (1955)
 BH2961
 BH2961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2961'THE STATION WAS VISITED, AND THE STATION MARK AND REFERENCE MARKS 1
 BH2961'AND 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT
 BH2961'RECOVERED AT THIS DATE, THE OPEN FIELD, IN WHICH IT WAS SET, HAS
 BH2961'GROWN UP IN A PINE THICKET. A NEW DESCRIPTION FOLLOWS--
 BH2961'
 BH2961'THE STATION IS LOCATED 3.25 MI. E OF VARNADO, AT THE E EDGE OF
 BH2961'SECTION 39, T 2 S, R 14 E, ON THE W BANK OF PEARL RIVER, AND ON
 BH2961'LAND OWNED BY MR. FRENEA OF VARNADO. IT IS AT THE N EDGE OF A
 BH2961'CLEARED AREA WHICH IS ON A 12-FT. BLUFF OVERLOOKING THE PEARL RIVER
 BH2961'AND IS KNOWN AS THE OLD LEIGHDONS BLUFF LANDING. IT IS 75 FT. W
 BH2961'OF THE W BANK OF PEARL RIVER, 33 FT. W OF THE EDGE OF THE BLUFF,
 BH2961'20 FT. E OF THE E SIDE OF A 10- BY 16-FT. TIN SHED, AND 40 FT. N
 BH2961'OF A TWIN GUM TREE. IT IS STANDARD DISK, STAMPED LEIGHDONS 1935
 BH2961'AND PROJECTING 6 IN.
 BH2961'
 BH2961'REFERENCE MARK 1 IS 108.75 FT. S-SW OF THE STATION, 27 FT. SW OF A
 BH2961'TRACK ROAD, AND 36 FT. W OF THE EDGE OF THE BLUFF. IT IS A STANDARD
 BH2961'DISK, STAMPED LEIGDONS NO 1 1935 AND PROJECTING 4 IN.
 BH2961'
 BH2961'REFERENCE MARK 2 IS 104.39 FT. NW OF THE STATION, ON THE N SLOPE OF
 BH2961'THE KNOLL, 8 FT. N OF AN E-W FENCE LINE, AND 15 FT. NW OF A 15-IN.
 BH2961'PINE TREE. IT IS A STANDARD DISK, STAMPED LEIGHDONS NO 2 1935 AND
 BH2961'PROJECTING 6 IN.
 BH2961'
 BH2961'TO REACH THE STATION FROM THE RAILROAD CROSSING IN VARNADO, GO E ON
 BH2961'STATE HIGHWAY 7 FOR 0.1 MI. TO WHERE STATE HIGHWAY 7 TURNS S, KEEP
 BH2961'STRAIGHT AHEAD FOR 1.65 MI. TO A CROSSROAD, CONTINUE STRAIGHT AHEAD
 BH2961'FOR 0.3 MI. TO A FORK, TAKE THE LEFT FORK AND GO 0.3 MI. TO A
 BH2961'CREEK (BRIDGE OUT), CROSS THE CREEK AND GO ABOUT 50 YD. TO A DIM
 BH2961'ROAD TO THE LEFT, KEEP THE RIGHT FORK AND GO ABOUT 100 YD. TO A
 BH2961'DIM FORK, TAKE THE LEFT FORK AND GO E FOR 0.8 MI. TO THE
 BH2961'STATION.
 BH2961'
 BH2961'NOTE--FROM THE CROSSROAD MENTIONED ABOVE TO THE CREEK IS LOW AND
 BH2961'MARSHY AND HARD TO TRAVEL WITH A TRUCK IN WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3418 ***********************************************************************
 BJ3418  DESIGNATION -  LEMON
 BJ3418  PID         -  BJ3418
 BJ3418  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3418  USGS QUAD   -  FRED (1980)
 BJ3418
 BJ3418                         *CURRENT SURVEY CONTROL
 BJ3418  ___________________________________________________________________
 BJ3418* NAD 83(1986)-  30 42 19.     (N)    091 04 56.     (W)     SCALED    
 BJ3418* NAVD 88     -        38.709  (meters)     127.00   (feet)  ADJUSTED  
 BJ3418  ___________________________________________________________________
 BJ3418  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3418  DYNAMIC HT  -          38.659 (meters)     126.83  (feet)  COMP
 BJ3418  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3418
 BJ3418  VERT ORDER  -  SECOND    CLASS I
 BJ3418
 BJ3418.The horizontal coordinates were scaled from a topographic map and have
 BJ3418.an estimated accuracy of +/- 6 seconds.
 BJ3418
 BJ3418.The orthometric height was determined by differential leveling
 BJ3418.and adjusted by the National Geodetic Survey in February 1994..
 BJ3418
 BJ3418.The geoid height was determined by GEOID03.
 BJ3418
 BJ3418.The dynamic height is computed by dividing the NAVD 88
 BJ3418.geopotential number by the normal gravity value computed on the
 BJ3418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3418.degrees latitude (g = 980.6199 gals.).
 BJ3418
 BJ3418.The modeled gravity was interpolated from observed gravity values.
 BJ3418
 BJ3418;                    North         East    Units  Estimated Accuracy
 BJ3418;SPC LA S     -   244,480.    1,024,060.      MT  (+/- 180 meters Scaled)
 BJ3418
 BJ3418                          SUPERSEDED SURVEY CONTROL
 BJ3418
 BJ3418.No superseded survey control is available for this station.
 BJ3418
 BJ3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP836985(NAD 83)
 BJ3418_MARKER: DS = TRIANGULATION STATION DISK
 BJ3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3418_SP_SET: CONCRETE POST
 BJ3418_STAMPING: LEMON 1970
 BJ3418_MARK LOGO: NGS   
 BJ3418_PROJECTION: FLUSH
 BJ3418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3418+STABILITY: SURFACE MOTION
 BJ3418
 BJ3418  HISTORY     - Date     Condition        Report By
 BJ3418  HISTORY     - 1970     MONUMENTED       NGS
 BJ3418  HISTORY     - 1984     GOOD             LADTD
 BJ3418
 BJ3418                          STATION DESCRIPTION
 BJ3418
 BJ3418'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3418'5.6 KM (3.5 MI) ESE FROM SLAUGHTER.
 BJ3418'ABOUT 6.8 KM (4.2 MILES) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3418'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE LEFT AND
 BJ3418'NORTH OF THE INTERSECTION WITH LEMON ROAD, 21.6 METERS (71 FEET) NORTH
 BJ3418'OF THE CENTER OF LEMON ROAD, 19.2 METERS (63 FEET) WEST OF THE CENTER
 BJ3418'OF HIGHWAY 67, 7.3 METERS (24 FEET) SOUTHEAST OF FENCE.
 BJ3418'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ3418'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4726 ***********************************************************************
 BJ4726  DESIGNATION -  LEMON
 BJ4726  PID         -  BJ4726
 BJ4726  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4726  USGS QUAD   -  FRED (1980)
 BJ4726
 BJ4726                         *CURRENT SURVEY CONTROL
 BJ4726  ___________________________________________________________________
 BJ4726* NAD 83(1992)-  30 42 18.69260(N)    091 04 56.57876(W)     ADJUSTED  
 BJ4726* NAVD 88     -        38.8    (meters)     127.     (feet)  VERTCON   
 BJ4726  ___________________________________________________________________
 BJ4726  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BJ4726  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4726
 BJ4726  HORZ ORDER  -  FIRST
 BJ4726
 BJ4726.The horizontal coordinates were established by classical geodetic methods
 BJ4726.and adjusted by the National Geodetic Survey in January 1993..
 BJ4726
 BJ4726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4726
 BJ4726.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4726
 BJ4726.The geoid height was determined by GEOID03.
 BJ4726
 BJ4726;                    North         East     Units Scale Factor Converg.
 BJ4726;SPC LA S     -   244,465.401 1,024,040.249   MT  1.00000111   +0 07 31.7
 BJ4726;SPC LA S     -   802,050.24  3,359,705.38   sFT  1.00000111   +0 07 31.7
 BJ4726;UTM  15      - 3,398,500.186   683,644.636   MT  1.00001605   +0 58 46.0
 BJ4726
 BJ4726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4726!SPC LA S     -   0.99999819  x   1.00000111  =   0.99999930
 BJ4726!UTM  15      -   0.99999819  x   1.00001605  =   1.00001424
 BJ4726
 BJ4726|---------------------------------------------------------------------|
 BJ4726| PID    Reference Object                     Distance      Geod. Az  |
 BJ4726|                                                           dddmmss.s |
 BJ4726| BJ3417 LEMON RM 1                           25.289 METERS 03014     |
 BJ4726| BJ4728 LEMON 1970 AZ MK                    429.306 METERS 1985438.1 |
 BJ4726| BJ3419 LEMON RM 2                           28.795 METERS 24718     |
 BJ4726|---------------------------------------------------------------------|
 BJ4726
 BJ4726                          SUPERSEDED SURVEY CONTROL
 BJ4726
 BJ4726  NAD 83(1986)-  30 42 18.71019(N)    091 04 56.57534(W) AD(       ) 1
 BJ4726  NAD 27      -  30 42 18.04836(N)    091 04 56.19527(W) AD(       ) 1
 BJ4726  NGVD 29 (07/19/86)   38.8    (m)          127.     (f) VERT ANG       
 BJ4726
 BJ4726.Superseded values are not recommended for survey control.
 BJ4726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4726.See file dsdata.txt to determine how the superseded data were derived.
 BJ4726
 BJ4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8364598500(NAD 83)
 BJ4726_MARKER: DS = TRIANGULATION STATION DISK
 BJ4726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4726
 BJ4726  HISTORY     - Date     Condition        Report By
 BJ4726  HISTORY     - 1970     MONUMENTED       NGS
 BJ4726  HISTORY     - 1975     GOOD             NGS
 BJ4726
 BJ4726                          STATION DESCRIPTION
 BJ4726
 BJ4726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4726'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF CLINTON, 11
 BJ4726'MILES SOUTHEAST OF JACKSON, 6 MILES NORTHEAST OF ZACHARY AND 3-1/2
 BJ4726'MILES EAST-SOUTHEAST OF SLAUGHTER, 1/2 MILE SOUTH OF THE EAST BATON
 BJ4726'ROUGE AND EAST FELICIANA PARISH LINE.  IT IS IN THE NW. 1/4 OF
 BJ4726'SEC.  14, T. 4 S., R. 1 E., IN THE NORTHWEST ANGLE OF STATE HIGHWAY
 BJ4726'67 (PLANK ROAD) AND LEMON ROAD AND ON PROPERTY OF THE LOUISIANA
 BJ4726'HIGHWAY DEPARTMENT.
 BJ4726'
 BJ4726'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 67, ABOUT 3 MILES
 BJ4726'EAST OF ZACHARY, GO NORTHEAST ON STATE HIGHWAY 67 FOR 3.85 MILES TO
 BJ4726'THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF ROAD.  CONTINUE
 BJ4726'NORTHEAST ON STATE HIGHWAY 67 FOR 0.3 MILE AND STATION ON THE LEFT,
 BJ4726'WEST SIDE OF ROAD.  AS DESCRIBED.
 BJ4726'
 BJ4726'STATION MARK IS A STANDARD DISK, STAMPED LEMON 1970, SET IN THE TOP
 BJ4726'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ4726'GROUND.  IT IS 71 FEET NORTH OF THE APPROXIMATE CENTER OF GRAVELED
 BJ4726'ROAD (LEMON ROAD), 63 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 BJ4726'67 (PLANK ROAD) AND 24 FEET SOUTHEAST OF FENCELINE.
 BJ4726'
 BJ4726'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEMON NO 1 1970, SET IN
 BJ4726'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4726'WITH THE GROUND.  IT IS 53 FEET WEST OF THE CENTERLINE OF STATE
 BJ4726'HIGHWAY 67, 29 FEET NORTHEAST OF FENCE CORNER AND 7 FEET EAST OF
 BJ4726'FENCELINE.
 BJ4726'
 BJ4726'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEMON NO 2 1970, SET IN
 BJ4726'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ4726'INCHES ABOVE THE GROUND.  IT IS 40 FEET NORTH OF THE APPROXIMATE
 BJ4726'CENTER OF GRAVELED ROAD (LEMON ROAD), 1.8 FEET NORTHEAST OF METAL
 BJ4726'WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET SOUTHEAST OF
 BJ4726'FENCELINE.
 BJ4726'
 BJ4726'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEMON 1970, SET IN THE TOP
 BJ4726'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 BJ4726'ABOVE THE GROUND.  IT IS 57 FEET EAST-SOUTHEAST OF THE CENTERLINE
 BJ4726'OF STATE HIGHWAY 67, 39 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 BJ4726'CENTER OF DRIVEWAY, 7 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 BJ4726'ATTACHED AND 2 FEET NORTH OF UTILITY POLE NUMBER 64.
 BJ4726'
 BJ4726'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 BJ4726
 BJ4726                          STATION RECOVERY (1975)
 BJ4726
 BJ4726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RT)
 BJ4726'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 BJ4726'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS
 BJ4726'ADEQUATE TO FIND THIS STATION.
 BJ4726'
 BJ4726'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4726'
 BJ4726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 BJ4726'OF ZACHARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4728 ***********************************************************************
 BJ4728  DESIGNATION -  LEMON 1970 AZ MK
 BJ4728  PID         -  BJ4728
 BJ4728  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4728  USGS QUAD   -  FRED (1980)
 BJ4728
 BJ4728                         *CURRENT SURVEY CONTROL
 BJ4728  ___________________________________________________________________
 BJ4728* NAD 83(1992)-  30 42 05.50454(N)    091 05 01.80718(W)     ADJUSTED  
 BJ4728* NAVD 88     -        38.4    (meters)     126.     (feet)  VERTCON   
 BJ4728  ___________________________________________________________________
 BJ4728  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BJ4728  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4728
 BJ4728  HORZ ORDER  -  SECOND
 BJ4728
 BJ4728.The horizontal coordinates were established by classical geodetic methods
 BJ4728.and adjusted by the National Geodetic Survey in January 1993..
 BJ4728
 BJ4728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4728
 BJ4728.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4728
 BJ4728.The geoid height was determined by GEOID03.
 BJ4728
 BJ4728;                    North         East     Units Scale Factor Converg.
 BJ4728;SPC LA S     -   244,058.963 1,023,902.004   MT  1.00000033   +0 07 29.1
 BJ4728;SPC LA S     -   800,716.78  3,359,251.82   sFT  1.00000033   +0 07 29.1
 BJ4728;UTM  15      - 3,398,091.726   683,512.462   MT  1.00001545   +0 58 43.0
 BJ4728
 BJ4728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4728!SPC LA S     -   0.99999826  x   1.00000033  =   0.99999859
 BJ4728!UTM  15      -   0.99999826  x   1.00001545  =   1.00001371
 BJ4728
 BJ4728:                Primary Azimuth Mark                     Grid Az
 BJ4728:SPC LA S     -  LEMON                                    018 47 06.4
 BJ4728:UTM  15      -  LEMON                                    017 55 52.5
 BJ4728
 BJ4728|---------------------------------------------------------------------|
 BJ4728| PID    Reference Object                     Distance      Geod. Az  |
 BJ4728|                                                           dddmmss.s |
 BJ4728| BJ4726 LEMON                               429.306 METERS 0185435.5 |
 BJ4728|---------------------------------------------------------------------|
 BJ4728
 BJ4728                          SUPERSEDED SURVEY CONTROL
 BJ4728
 BJ4728  NAD 83(1986)-  30 42 05.52214(N)    091 05 01.80379(W) AD(       ) 2
 BJ4728  NAD 27      -  30 42 04.85991(N)    091 05 01.42345(W) AD(       ) 2
 BJ4728  NGVD 29 (07/19/86)   38.4    (m)          126.     (f) VERT ANG       
 BJ4728
 BJ4728.Superseded values are not recommended for survey control.
 BJ4728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4728.See file dsdata.txt to determine how the superseded data were derived.
 BJ4728
 BJ4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8351298092(NAD 83)
 BJ4728_MARKER: DD = SURVEY DISK
 BJ4728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4728+STABILITY: SURFACE MOTION
 BJ4728
 BJ4728  HISTORY     - Date     Condition        Report By
 BJ4728  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4728
 BJ4728                          STATION DESCRIPTION
 BJ4728
 BJ4728'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4728'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEMON 1970, SET IN THE
 BJ4728'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ4728'INCHES ABOVE THE GROUND.  IT IS 57 FEET EAST-SOUTHEAST OF THE
 BJ4728'CENTERLINE OF STATE HIGHWAY 67, 39 FEET SOUTH-SOUTHWEST OF THE
 BJ4728'APPROXIMATE CENTER OF DRIVEWAY, 7 FEET NORTH OF A METAL WITNESS
 BJ4728'POST WITH SIGN ATTACHED AND 2 FEET NORTH OF UTILITY POLE NUMBER
 BJ4728'64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3420 ***********************************************************************
 BJ3420  DESIGNATION -  LEMON AZ MK
 BJ3420  PID         -  BJ3420
 BJ3420  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3420  USGS QUAD   -  FRED (1980)
 BJ3420
 BJ3420                         *CURRENT SURVEY CONTROL
 BJ3420  ___________________________________________________________________
 BJ3420* NAD 83(1986)-  30 42 06.     (N)    091 05 01.     (W)     SCALED    
 BJ3420* NAVD 88     -        38.275  (meters)     125.57   (feet)  ADJUSTED  
 BJ3420  ___________________________________________________________________
 BJ3420  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3420  DYNAMIC HT  -          38.225 (meters)     125.41  (feet)  COMP
 BJ3420  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3420
 BJ3420  VERT ORDER  -  SECOND    CLASS I
 BJ3420
 BJ3420.The horizontal coordinates were scaled from a topographic map and have
 BJ3420.an estimated accuracy of +/- 6 seconds.
 BJ3420
 BJ3420.The orthometric height was determined by differential leveling
 BJ3420.and adjusted by the National Geodetic Survey in February 1994..
 BJ3420
 BJ3420.The geoid height was determined by GEOID03.
 BJ3420
 BJ3420.The dynamic height is computed by dividing the NAVD 88
 BJ3420.geopotential number by the normal gravity value computed on the
 BJ3420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3420.degrees latitude (g = 980.6199 gals.).
 BJ3420
 BJ3420.The modeled gravity was interpolated from observed gravity values.
 BJ3420
 BJ3420;                    North         East    Units  Estimated Accuracy
 BJ3420;SPC LA S     -   244,070.    1,023,920.      MT  (+/- 180 meters Scaled)
 BJ3420
 BJ3420                          SUPERSEDED SURVEY CONTROL
 BJ3420
 BJ3420.No superseded survey control is available for this station.
 BJ3420
 BJ3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP835981(NAD 83)
 BJ3420_MARKER: DZ = AZIMUTH MARK DISK
 BJ3420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3420_SP_SET: CONCRETE POST
 BJ3420_STAMPING: LEMON 1970
 BJ3420_MARK LOGO: NGS   
 BJ3420_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ3420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3420+STABILITY: SURFACE MOTION
 BJ3420
 BJ3420  HISTORY     - Date     Condition        Report By
 BJ3420  HISTORY     - 1970     MONUMENTED       NGS
 BJ3420  HISTORY     - 1984     GOOD             LADTD
 BJ3420
 BJ3420                          STATION DESCRIPTION
 BJ3420
 BJ3420'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3420'5.6 KM (3.5 MI) ESE FROM SLAUGHTER.
 BJ3420'ABOUT 6.3 KM (3.9 MILES) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3420'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE RIGHT
 BJ3420'SOUTH OF A DRIVEWAY NEAR A FENCE, 17.4 METERS (57 FEET) EAST-SOUTHEAST
 BJ3420'OF THE CENTER OF HIGHWAY 67, 11.9 METERS (39 FEET) SOUTH-SOUTHWEST OF
 BJ3420'THE CENTER OF DRIVEWAY, 0.6 METER (2 FEET) NORTH OF A UTILITY POLE
 BJ3420'NUMBER 64.
 BJ3420'THE MARK IS 2.13 METERS  N FROM A WITNESS POST.
 BJ3420'THE MARK IS 0.30 M BELOW HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3417 ***********************************************************************
 BJ3417  DESIGNATION -  LEMON RM 1
 BJ3417  PID         -  BJ3417
 BJ3417  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3417  USGS QUAD   -  FRED (1980)
 BJ3417
 BJ3417                         *CURRENT SURVEY CONTROL
 BJ3417  ___________________________________________________________________
 BJ3417* NAD 83(1986)-  30 42 19.     (N)    091 04 56.     (W)     SCALED    
 BJ3417* NAVD 88     -        38.553  (meters)     126.49   (feet)  ADJUSTED  
 BJ3417  ___________________________________________________________________
 BJ3417  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3417  DYNAMIC HT  -          38.503 (meters)     126.32  (feet)  COMP
 BJ3417  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3417
 BJ3417  VERT ORDER  -  SECOND    CLASS I
 BJ3417
 BJ3417.The horizontal coordinates were scaled from a topographic map and have
 BJ3417.an estimated accuracy of +/- 6 seconds.
 BJ3417
 BJ3417.The orthometric height was determined by differential leveling
 BJ3417.and adjusted by the National Geodetic Survey in February 1994..
 BJ3417
 BJ3417.The geoid height was determined by GEOID03.
 BJ3417
 BJ3417.The dynamic height is computed by dividing the NAVD 88
 BJ3417.geopotential number by the normal gravity value computed on the
 BJ3417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3417.degrees latitude (g = 980.6199 gals.).
 BJ3417
 BJ3417.The modeled gravity was interpolated from observed gravity values.
 BJ3417
 BJ3417;                    North         East    Units  Estimated Accuracy
 BJ3417;SPC LA S     -   244,480.    1,024,060.      MT  (+/- 180 meters Scaled)
 BJ3417
 BJ3417                          SUPERSEDED SURVEY CONTROL
 BJ3417
 BJ3417.No superseded survey control is available for this station.
 BJ3417
 BJ3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP836985(NAD 83)
 BJ3417_MARKER: DR = REFERENCE MARK DISK
 BJ3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3417_SP_SET: CONCRETE POST
 BJ3417_STAMPING: LEMON NO 1 1970
 BJ3417_MARK LOGO: NGS   
 BJ3417_PROJECTION: FLUSH
 BJ3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3417+STABILITY: SURFACE MOTION
 BJ3417
 BJ3417  HISTORY     - Date     Condition        Report By
 BJ3417  HISTORY     - 1970     MONUMENTED       NGS
 BJ3417  HISTORY     - 1984     GOOD             LADTD
 BJ3417
 BJ3417                          STATION DESCRIPTION
 BJ3417
 BJ3417'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3417'5.6 KM (3.5 MI) ESE FROM SLAUGHTER.
 BJ3417'ABOUT 6.8 KM (4.2 MILES) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3417'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE LEFT AND
 BJ3417'NORTH OF THE INTERSECTION WITH LEMON ROAD, 16.2 METERS (53 FEET) WEST
 BJ3417'OF THE CENTER OF HIGHWAY 67, 8.8 METERS (29 FEET) NORTHEAST OF A FENCE
 BJ3417'CORNER.
 BJ3417'THE MARK IS 2.13 METERS  E FROM  A FENCE
 BJ3417'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3419 ***********************************************************************
 BJ3419  DESIGNATION -  LEMON RM 2
 BJ3419  PID         -  BJ3419
 BJ3419  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3419  USGS QUAD   -  FRED (1980)
 BJ3419
 BJ3419                         *CURRENT SURVEY CONTROL
 BJ3419  ___________________________________________________________________
 BJ3419* NAD 83(1986)-  30 42 19.     (N)    091 04 56.     (W)     SCALED    
 BJ3419* NAVD 88     -        38.605  (meters)     126.66   (feet)  ADJUSTED  
 BJ3419  ___________________________________________________________________
 BJ3419  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3419  DYNAMIC HT  -          38.554 (meters)     126.49  (feet)  COMP
 BJ3419  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3419
 BJ3419  VERT ORDER  -  SECOND    CLASS I
 BJ3419
 BJ3419.The horizontal coordinates were scaled from a topographic map and have
 BJ3419.an estimated accuracy of +/- 6 seconds.
 BJ3419
 BJ3419.The orthometric height was determined by differential leveling
 BJ3419.and adjusted by the National Geodetic Survey in February 1994..
 BJ3419
 BJ3419.The geoid height was determined by GEOID03.
 BJ3419
 BJ3419.The dynamic height is computed by dividing the NAVD 88
 BJ3419.geopotential number by the normal gravity value computed on the
 BJ3419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3419.degrees latitude (g = 980.6199 gals.).
 BJ3419
 BJ3419.The modeled gravity was interpolated from observed gravity values.
 BJ3419
 BJ3419;                    North         East    Units  Estimated Accuracy
 BJ3419;SPC LA S     -   244,480.    1,024,060.      MT  (+/- 180 meters Scaled)
 BJ3419
 BJ3419                          SUPERSEDED SURVEY CONTROL
 BJ3419
 BJ3419.No superseded survey control is available for this station.
 BJ3419
 BJ3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP836985(NAD 83)
 BJ3419_MARKER: DR = REFERENCE MARK DISK
 BJ3419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3419_SP_SET: CONCRETE POST
 BJ3419_STAMPING: LEMON NO 2 1970
 BJ3419_MARK LOGO: NGS   
 BJ3419_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3419+STABILITY: SURFACE MOTION
 BJ3419
 BJ3419  HISTORY     - Date     Condition        Report By
 BJ3419  HISTORY     - 1970     MONUMENTED       NGS
 BJ3419  HISTORY     - 1984     GOOD             LADTD
 BJ3419
 BJ3419                          STATION DESCRIPTION
 BJ3419
 BJ3419'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3419'5.6 KM (3.5 MI) ESE FROM SLAUGHTER.
 BJ3419'ABOUT 6.8 KM (4.2 MILES) NORTH ON STATE HIGHWAY 67 FROM THE JUNCTION
 BJ3419'WITH STATE HIGHWAY 64 EAST OF ZACHARY TO THE MARK SET ON THE LEFT AND
 BJ3419'NORTH OF THE INTERSECTION WITH LEMON ROAD, 12.2 METERS (40 FEET) NORTH
 BJ3419'OF THE CENTER OF LEMON ROAD, 0.5 METER (1.5 FEET) SOUTHEAST OF A FENCE
 BJ3419'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 BJ3419'THE MARK IS ABOVE LEVEL WITH HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2018 ***********************************************************************
 BK2018  DESIGNATION -  LEMOY
 BK2018  PID         -  BK2018
 BK2018  STATE/COUNTY-  LA/ST LANDRY
 BK2018  USGS QUAD   -  MORROW (1972)
 BK2018
 BK2018                         *CURRENT SURVEY CONTROL
 BK2018  ___________________________________________________________________
 BK2018* NAD 83(1992)-  30 47 07.93811(N)    092 02 28.15762(W)     ADJUSTED  
 BK2018* NAVD 88     -        12.19   (+/-2cm)      40.0    (feet)  VERTCON   
 BK2018  ___________________________________________________________________
 BK2018  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BK2018  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2018
 BK2018  HORZ ORDER  -  SECOND
 BK2018  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2018
 BK2018.The horizontal coordinates were established by classical geodetic methods
 BK2018.and adjusted by the National Geodetic Survey in January 1993..
 BK2018
 BK2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2018.The vertical order pertains to the NGVD 29 superseded value.
 BK2018
 BK2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2018
 BK2018.The geoid height was determined by GEOID03.
 BK2018
 BK2018;                    North         East     Units Scale Factor Converg.
 BK2018;SPC LA S     -   253,555.985   932,248.333   MT  1.00001931   -0 21 14.1
 BK2018;SPC LA S     -   831,874.93  3,058,551.41   sFT  1.00001931   -0 21 14.1
 BK2018;UTM  15      - 3,406,227.526   591,743.435   MT  0.99970383   +0 29 26.9
 BK2018
 BK2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2018!SPC LA S     -   1.00000236  x   1.00001931  =   1.00002167
 BK2018!UTM  15      -   1.00000236  x   0.99970383  =   0.99970619
 BK2018
 BK2018|---------------------------------------------------------------------|
 BK2018| PID    Reference Object                     Distance      Geod. Az  |
 BK2018|                                                           dddmmss.s |
 BK2018| BK2017 LEMOY RM 1                           18.238 METERS 09140     |
 BK2018| BK2015 LEMOY AZ MK                                        1362448.4 |
 BK2018| BK2016 LEMOY RM 2                           16.282 METERS 15301     |
 BK2018| BK2019 LEMOY AZ MK 2                                      3100942.5 |
 BK2018|---------------------------------------------------------------------|
 BK2018
 BK2018                          SUPERSEDED SURVEY CONTROL
 BK2018
 BK2018  NAD 83(1986)-  30 47 07.95818(N)    092 02 28.15289(W) AD(       ) 2
 BK2018  NAD 27      -  30 47 07.26006(N)    092 02 27.73323(W) AD(       ) 2
 BK2018  NGVD 29 (??/??/??)   12.166  (m)           39.91   (f) ADJUSTED    2 2
 BK2018
 BK2018.Superseded values are not recommended for survey control.
 BK2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2018.See file dsdata.txt to determine how the superseded data were derived.
 BK2018
 BK2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9174306228(NAD 83)
 BK2018_MARKER: DS = TRIANGULATION STATION DISK
 BK2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2018_SP_SET: CONCRETE POST
 BK2018_STAMPING: LEMOY 1969
 BK2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2018+STABILITY: SURFACE MOTION
 BK2018
 BK2018  HISTORY     - Date     Condition        Report By
 BK2018  HISTORY     - 1969     MONUMENTED       LADTD
 BK2018  HISTORY     - 1975     GOOD             LADTD
 BK2018
 BK2018                          STATION DESCRIPTION
 BK2018
 BK2018'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2018'THE STATION IS LOCATED 2.3 MILES NORTH OF ROSA, AND 4.40 MILES
 BK2018'NORTHWEST OF LEBEAU, IN THE NE 1/4 OF SECTION 22, T3S, R4E, AND
 BK2018'ON PROPERTY OWNED BY THE TEXAS AND PACIFIC RAILROAD.  IT IS
 BK2018'2.60 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 11.0 FEET
 BK2018'SOUTHWEST OF THE WEST RAIL OF THE T AND P RAILROAD, 29.0 FEET
 BK2018'NORTHEAST OF TELEPHONE POLE NO. 94. 61.20 FEET NORTHWEST
 BK2018'OF TELEGRAPH POLE NO. E21F, 91.50 SOUTHEAST OF A TELEGRAPH
 BK2018'POLE, AND 70.80 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 BK2018'HIGHWAY 71.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S.
 BK2018'COAST AND GEODETIC SURVEY DISK STAMPED LEMOY 1969,
 BK2018'PROJECTION 3 INCHES.
 BK2018'
 BK2018'REFERENCE MARK NO. 1 IS 59.8 FEET EAST OF THE STATION.  IT IS
 BK2018'61.60 FEET EAST OF WITNESS POST AT STATION, 25.80 FEET NORTHEAST
 BK2018'OF THE EAST RAIL ON THE T AND P RAILROAD, 53.0 FEET NORTHWEST
 BK2018'OF A GRAVEL ROAD CROSSING TRACK, 34.20 FEET WEST OF WARNING
 BK2018'SIGN AT CROSSING, AND 4.50 FEET SOUTHWEST OF WEST RAIL ON SPUR
 BK2018'LEADING TO SAWMILL.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2018'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO. 1
 BK2018'LEMOY 1969, PROJECTING 2 INCHES.
 BK2018'
 BK2018'REFERENCE MARK NO. 2 IS 53.4 FEET SOUTHEAST OF THE STATION.  IT
 BK2018'IS 52.70 FEET SOUTHEAST OF WITNESS POST AT STATION, 41.0
 BK2018'FEET EAST OF TELEPHONE POLE NO. 94, 26.40 FEET SOUTHWEST OF
 BK2018'WEST RAIL ON THE T AND P RAILROAD, 76.0 FEET NORTHWEST OF
 BK2018'GRAVEL ROAD CROSSING TRACK, 7.80 FEET NORTH OF TELEGRAPH POLE
 BK2018'NO. E21F, AND 54.90 FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY
 BK2018'71.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 BK2018'AND GEODETIC SURVEY DISK STAMPED R.M. NO. 2 LEMOY 1969,
 BK2018'PROJECTING 2 INCHES.
 BK2018'
 BK2018'THE AZIMUTH MARK IS 0.20 MILE SOUTHEAST OF THE STATION.  IT IS
 BK2018'2.40 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, 3.50 FEET
 BK2018'NORTHEAST OF A TELEGRAPH POLE, 26.0 FEET SOUTHWEST OF WEST RAIL
 BK2018'OF THE T AND P RAILROAD, 95.0 FEET NORTHWEST OF WEST END OF
 BK2018'CULVERT UNDER RAILROAD, AND 62.80 FEET NORTHEAST OF CENTERLINE
 BK2018'OF U.S. HIGHWAY 71.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2018'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED AZ.MK. DEMOY
 BK2018'1969, PROJECTING 2 INCHES.
 BK2018'
 BK2018'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST
 BK2018'ALONG U.S. HIGHWAY 71 FOR 0.20 MILE TO MARK SET ON LEFT BETWEEN
 BK2018'RAILROAD AND HIGHWAY NEAR A CROSSING.
 BK2018'
 BK2018'AZIMUTH MARK 2 IS 0.20 MILE NORTHWEST OF THE STATION.  IT IS
 BK2018'1.25 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, 4.00
 BK2018'FEET NORTHEAST OF A FENCE, 63.50 FEET WEST OF HEADWALL ON DRAIN
 BK2018'UNDER U.S. HIGHWAY 71, 44.90 FEET SOUTHWEST OF CENTERLINE
 BK2018'OF U.S. HIGHWAY 71, 32.0 FEET SOUTHEAST OF CENTERLINE OF B.T.
 BK2018'ROAD LEADING WEST AT THIBODEAUS GROCERY STORE.  IT IS A LOUISIANA
 BK2018'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY
 BK2018'DISK STAMPED AZ.MK. NO. 2 LEMOY 1969, PROJECTING 2 INCHES.
 BK2018'
 BK2018'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTHWEST
 BK2018'ALONG U.S. HIGHWAY 71 FOR 0.20 MILE, MARK IS SET ON LEFT NEAR
 BK2018'A FENCE AND PARISH ROAD LEADING EAST.
 BK2018'
 BK2018'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BK2018'71 AND STATE HIGHWAY 10 IN LEBEAU, FOLLOW U.S. HIGHWAY 71
 BK2018'NORTHWEST FOR 4.40 MILES TO STATION SET ON RIGHT BETWEEN
 BK2018'THE RAILROAD AND HIGHWAY.  STATION IS NEAR A CROSSING LEADING
 BK2018'TO A SAWMILL.
 BK2018
 BK2018                          STATION RECOVERY (1975)
 BK2018
 BK2018'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2018'0.3 MI NW FROM LEMOYEN.
 BK2018'ACROSS US HIGHWAY 71 FROM THE POST OFFICE IN LEMOYEN, 72 FT NE OF THE
 BK2018'CENTERLINE OF US HIGHWAY 71, 11 FT SW OF THE WEST RAIL OF THE TEXAS
 BK2018'AND PACIFIC RAILROAD TRACK, 29 FT NE OF TELEPHONE POLE NO 61, 2 FT
 BK2018'NW OF TELEGRAPH POLE NO E22F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2015 ***********************************************************************
 BK2015  DESIGNATION -  LEMOY AZ MK
 BK2015  PID         -  BK2015
 BK2015  STATE/COUNTY-  LA/ST LANDRY
 BK2015  USGS QUAD   -  MORROW (1972)
 BK2015
 BK2015                         *CURRENT SURVEY CONTROL
 BK2015  ___________________________________________________________________
 BK2015* NAD 83(1986)-  30 46 56.     (N)    092 02 16.     (W)     SCALED    
 BK2015* NAVD 88     -        10.94   (+/-2cm)      35.9    (feet)  VERTCON   
 BK2015  ___________________________________________________________________
 BK2015  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2015
 BK2015  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2015
 BK2015.The horizontal coordinates were scaled from a topographic map and have
 BK2015.an estimated accuracy of +/- 6 seconds.
 BK2015
 BK2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2015.The vertical order pertains to the NGVD 29 superseded value.
 BK2015
 BK2015.The geoid height was determined by GEOID03.
 BK2015
 BK2015;                    North         East    Units  Estimated Accuracy
 BK2015;SPC LA S     -   253,190.      932,570.      MT  (+/- 180 meters Scaled)
 BK2015
 BK2015                          SUPERSEDED SURVEY CONTROL
 BK2015
 BK2015  NGVD 29 (??/??/??)   10.923  (m)           35.84   (f) ADJUSTED    2 2
 BK2015
 BK2015.Superseded values are not recommended for survey control.
 BK2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2015.See file dsdata.txt to determine how the superseded data were derived.
 BK2015
 BK2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ920058(NAD 83)
 BK2015_MARKER: DZ = AZIMUTH MARK DISK
 BK2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2015_SP_SET: CONCRETE POST
 BK2015_STAMPING: LEMOY AZIMUTH 1969
 BK2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2015+STABILITY: SURFACE MOTION
 BK2015
 BK2015  HISTORY     - Date     Condition        Report By
 BK2015  HISTORY     - 1969     MONUMENTED       LADH
 BK2015  HISTORY     - 1975     GOOD             LADTD
 BK2015
 BK2015                          STATION DESCRIPTION
 BK2015
 BK2015'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2015'0.3 MI NW FROM LEMOYEN.
 BK2015'FROM THE POST OFFICE AT LEMOYEN GO ABOUT .03 MI SE ALONG US HIGHWAY 71
 BK2015'63 FT NE OF THE CENTERLINE OF US HIGHWAY 71, 3.5 FT SE OF A TELEPHONE
 BK2015'POLE, 26 FT WEST OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD
 BK2015'TRACK, 95 FT NW OF THE WEST END OF A CULVERT UNDER THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2019 ***********************************************************************
 BK2019  DESIGNATION -  LEMOY AZ MK 2
 BK2019  PID         -  BK2019
 BK2019  STATE/COUNTY-  LA/ST LANDRY
 BK2019  USGS QUAD   -  MORROW (1972)
 BK2019
 BK2019                         *CURRENT SURVEY CONTROL
 BK2019  ___________________________________________________________________
 BK2019* NAD 83(1986)-  30 47 15.     (N)    092 02 40.     (W)     SCALED    
 BK2019* NAVD 88     -        12.34   (+/-2cm)      40.5    (feet)  VERTCON   
 BK2019  ___________________________________________________________________
 BK2019  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2019
 BK2019  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2019
 BK2019.The horizontal coordinates were scaled from a topographic map and have
 BK2019.an estimated accuracy of +/- 6 seconds.
 BK2019
 BK2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2019.The vertical order pertains to the NGVD 29 superseded value.
 BK2019
 BK2019.The geoid height was determined by GEOID03.
 BK2019
 BK2019;                    North         East    Units  Estimated Accuracy
 BK2019;SPC LA S     -   253,780.      931,940.      MT  (+/- 180 meters Scaled)
 BK2019
 BK2019                          SUPERSEDED SURVEY CONTROL
 BK2019
 BK2019  NGVD 29 (??/??/??)   12.323  (m)           40.43   (f) ADJUSTED    2 2
 BK2019
 BK2019.Superseded values are not recommended for survey control.
 BK2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2019.See file dsdata.txt to determine how the superseded data were derived.
 BK2019
 BK2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ914064(NAD 83)
 BK2019_MARKER: DZ = AZIMUTH MARK DISK
 BK2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2019_SP_SET: CONCRETE POST
 BK2019_STAMPING: LEMOY AZIMUTH NO 2 1969
 BK2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2019+STABILITY: SURFACE MOTION
 BK2019
 BK2019  HISTORY     - Date     Condition        Report By
 BK2019  HISTORY     - 1969     MONUMENTED       LADH
 BK2019  HISTORY     - 1975     GOOD             LADTD
 BK2019
 BK2019                          STATION DESCRIPTION
 BK2019
 BK2019'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2019'.20 MI NW FROM LEMOYEN.
 BK2019'FROM THE POST OFFICE IN LEMOYEA ABOUT .20 MI NW ALONG US HIGHWAY 71,
 BK2019'64 FT WEST OF A HEADWALL ON A CROSSDRAIN UNDER US HIGHWAY 71, 4 FT NE
 BK2019'OF THE RIGHT OF WAY FENCE, 45 FT SW OF THE CENTERLINE OF US HIGHWAY
 BK2019'71, 32 FT SE OF THE CENTERLINE OF A BLACKTOP ROAD LEADING WEST AT
 BK2019'THIBODEAUX GROCERY STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2017 ***********************************************************************
 BK2017  DESIGNATION -  LEMOY RM 1
 BK2017  PID         -  BK2017
 BK2017  STATE/COUNTY-  LA/ST LANDRY
 BK2017  USGS QUAD   -  MORROW (1972)
 BK2017
 BK2017                         *CURRENT SURVEY CONTROL
 BK2017  ___________________________________________________________________
 BK2017* NAD 83(1992)-  30 47 07.     (N)    092 02 27.     (W)     SCALED    
 BK2017* NAVD 88     -        12.22   (+/-2cm)      40.1    (feet)  VERTCON   
 BK2017  ___________________________________________________________________
 BK2017  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2017
 BK2017  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2017
 BK2017.The horizontal coordinates were scaled from a topographic map and have
 BK2017.an estimated accuracy of +/- 6 seconds.
 BK2017
 BK2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2017.The vertical order pertains to the NGVD 29 superseded value.
 BK2017
 BK2017.The geoid height was determined by GEOID03.
 BK2017
 BK2017;                    North         East    Units  Estimated Accuracy
 BK2017;SPC LA S     -   253,530.      932,280.      MT  (+/- 180 meters Scaled)
 BK2017
 BK2017                          SUPERSEDED SURVEY CONTROL
 BK2017
 BK2017  NGVD 29 (??/??/??)   12.204  (m)           40.04   (f) ADJUSTED    2 2
 BK2017
 BK2017.Superseded values are not recommended for survey control.
 BK2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2017.See file dsdata.txt to determine how the superseded data were derived.
 BK2017
 BK2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ917061(NAD 83)
 BK2017_MARKER: DR = REFERENCE MARK DISK
 BK2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2017_SP_SET: CONCRETE POST
 BK2017_STAMPING: LEMOY NO 1 1969
 BK2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2017+STABILITY: SURFACE MOTION
 BK2017
 BK2017  HISTORY     - Date     Condition        Report By
 BK2017  HISTORY     - 1969     MONUMENTED       LADH
 BK2017  HISTORY     - 1975     GOOD             LADTD
 BK2017
 BK2017                          STATION DESCRIPTION
 BK2017
 BK2017'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2017'0.3 MI NW FROM LEMOYEN.
 BK2017'ACROSS US HIGHWAY 71 FROM THE POST OFFICE IN LEMOYEN, 59 FT EAST OF
 BK2017'LEMOY TRIANGULATION STATION, 26 FT EAST OF THE EAST RAIL OF THE TEXAS
 BK2017'AND PACIFIC RAILROAD TRACK, 53 FT NW OF A GRAVELED ROAD CROSSING THE
 BK2017'TRACK, 4.5 FT WEST OF THE WEST RAIL IN A SPUR TRACK LEADING SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2016 ***********************************************************************
 BK2016  DESIGNATION -  LEMOY RM 2
 BK2016  PID         -  BK2016
 BK2016  STATE/COUNTY-  LA/ST LANDRY
 BK2016  USGS QUAD   -  MORROW (1972)
 BK2016
 BK2016                         *CURRENT SURVEY CONTROL
 BK2016  ___________________________________________________________________
 BK2016* NAD 83(1986)-  30 47 07.     (N)    092 02 28.     (W)     SCALED    
 BK2016* NAVD 88     -        11.82   (+/-2cm)      38.8    (feet)  VERTCON   
 BK2016  ___________________________________________________________________
 BK2016  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2016
 BK2016  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2016
 BK2016.The horizontal coordinates were scaled from a topographic map and have
 BK2016.an estimated accuracy of +/- 6 seconds.
 BK2016
 BK2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2016.The vertical order pertains to the NGVD 29 superseded value.
 BK2016
 BK2016.The geoid height was determined by GEOID03.
 BK2016
 BK2016;                    North         East    Units  Estimated Accuracy
 BK2016;SPC LA S     -   253,530.      932,250.      MT  (+/- 180 meters Scaled)
 BK2016
 BK2016                          SUPERSEDED SURVEY CONTROL
 BK2016
 BK2016  NGVD 29 (??/??/??)   11.798  (m)           38.71   (f) ADJUSTED    2 2
 BK2016
 BK2016.Superseded values are not recommended for survey control.
 BK2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2016.See file dsdata.txt to determine how the superseded data were derived.
 BK2016
 BK2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ917061(NAD 83)
 BK2016_MARKER: DR = REFERENCE MARK DISK
 BK2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2016_SP_SET: CONCRETE POST
 BK2016_STAMPING: LEMOY NO 2 1969
 BK2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2016+STABILITY: SURFACE MOTION
 BK2016
 BK2016  HISTORY     - Date     Condition        Report By
 BK2016  HISTORY     - 1969     MONUMENTED       LADH
 BK2016  HISTORY     - 1975     GOOD             LADTD
 BK2016
 BK2016                          STATION DESCRIPTION
 BK2016
 BK2016'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2016'0.3 MI NW FROM LEMOYEN.
 BK2016'ACROSS US HIGHWAY 71 FROM THE POST OFFICE IN LEMOYEN, 55 FT NE OF THE
 BK2016'CENTERLINE OF US HIGHWAY 71, 53 FT SE OF LEMOY TRIANGULATION STATION,
 BK2016'41 FT EAST OF TELEPHONE POLE NO 94, 26 FT WEST OF THE WEST RAIL OF
 BK2016'THE TEXAS AND PACIFIC RAILROAD TRACK, 76 FT NW OF A GRAVELED ROAD
 BK2016'CROSSING THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2725 ***********************************************************************
 BX2725  DESIGNATION -  LENA
 BX2725  PID         -  BX2725
 BX2725  STATE/COUNTY-  LA/RAPIDES
 BX2725  USGS QUAD   -  LENA (1992)
 BX2725
 BX2725                         *CURRENT SURVEY CONTROL
 BX2725  ___________________________________________________________________
 BX2725* NAD 83(1992)-  31 27 47.73731(N)    092 46 37.49321(W)     ADJUSTED  
 BX2725* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 BX2725  ___________________________________________________________________
 BX2725  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BX2725  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2725
 BX2725  HORZ ORDER  -  FIRST
 BX2725
 BX2725.The horizontal coordinates were established by classical geodetic methods
 BX2725.and adjusted by the National Geodetic Survey in January 1993..
 BX2725
 BX2725.The orthometric height was scaled from a topographic map.
 BX2725
 BX2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2725
 BX2725.The geoid height was determined by GEOID03.
 BX2725
 BX2725;                    North         East     Units Scale Factor Converg.
 BX2725;SPC LA N     -   106,835.801   973,667.782   MT  0.99994599   -0 08 47.4
 BX2725;SPC LA N     -   350,510.46  3,194,441.71   sFT  0.99994599   -0 08 47.4
 BX2725;UTM  15      - 3,480,966.169   521,177.607   MT  0.99960553   +0 06 58.9
 BX2725
 BX2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2725!SPC LA N     -   0.99999781  x   0.99994599  =   0.99994380
 BX2725!UTM  15      -   0.99999781  x   0.99960553  =   0.99960335
 BX2725
 BX2725:                Primary Azimuth Mark                     Grid Az
 BX2725:SPC LA N     -  DITCHER 1919                             293 16 01.6
 BX2725:UTM  15      -  DITCHER 1919                             293 00 15.3
 BX2725
 BX2725|---------------------------------------------------------------------|
 BX2725| PID    Reference Object                     Distance      Geod. Az  |
 BX2725|                                                           dddmmss.s |
 BX2725| BX2723 DITCHER 1919                        APPROX. 0.5 KM 2930714.2 |
 BX2725| CY4871 LENA RM                              11.358 METERS 35341     |
 BX2725|---------------------------------------------------------------------|
 BX2725
 BX2725                          SUPERSEDED SURVEY CONTROL
 BX2725
 BX2725  NAD 83(1986)-  31 27 47.75911(N)    092 46 37.48645(W) AD(       ) 1
 BX2725  NAD 27      -  31 27 47.13375(N)    092 46 36.93861(W) AD(       ) 1
 BX2725
 BX2725.Superseded values are not recommended for survey control.
 BX2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2725.See file dsdata.txt to determine how the superseded data were derived.
 BX2725
 BX2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2117880966(NAD 83)
 BX2725_MARKER: DS = TRIANGULATION STATION DISK
 BX2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2725
 BX2725  HISTORY     - Date     Condition        Report By
 BX2725  HISTORY     - 1919     MONUMENTED       CGS
 BX2725  HISTORY     - 1934     MARK NOT FOUND   LAGS
 BX2725  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2725  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2725
 BX2725                          STATION DESCRIPTION
 BX2725
 BX2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2725'STATION IS ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ON
 BX2725'N SIDE OF TRACK, ABOUT 1/2 MILE W OF DEPOT AT LENA, ON
 BX2725'PROLONGATION OF S RAIL TANGENT FROM E, AND 8 TELEGRAPH POLES
 BX2725'W OF MILEPOST NO. 217.
 BX2725'
 BX2725'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2725'DISKS SET IN CONCRETE.
 BX2725'
 BX2725'REFERENCE MARK IS 11.358 METERS (37.26 FEET) FROM STATION
 BX2725'N 6 DEG 19 MIN W.
 BX2725
 BX2725                          STATION RECOVERY (1934)
 BX2725
 BX2725'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BX2725'STATION NOT RECOVERED.  THE STATION APPARENTLY HAS BEEN
 BX2725'DESTROYED OR COVERED IN THE CONSTRUCTION OF A NEW RAILWAY FILL.
 BX2725
 BX2725                          STATION RECOVERY (1935)
 BX2725
 BX2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2725'STATION NOT RECOVERED.  IT IS THOUGHT THAT A PIPE LINE EXCAVATION
 BX2725'DUG IT UP.
 BX2725
 BX2725                          STATION RECOVERY (1999)
 BX2725
 BX2725'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2646 ***********************************************************************
 CQ2646  DESIGNATION -  LENVILLE LOOKOUT TOWER LFC
 CQ2646  PID         -  CQ2646
 CQ2646  STATE/COUNTY-  LA/UNION
 CQ2646  USGS QUAD   -  HAILE (1988)
 CQ2646
 CQ2646                         *CURRENT SURVEY CONTROL
 CQ2646  ___________________________________________________________________
 CQ2646* NAD 83(1992)-  32 49 12.06944(N)    092 14 46.23976(W)     ADJUSTED  
 CQ2646* NAVD 88     -                                                        
 CQ2646  ___________________________________________________________________
 CQ2646  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CQ2646  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ2646
 CQ2646  HORZ ORDER  -  THIRD
 CQ2646
 CQ2646.The horizontal coordinates were established by classical geodetic methods
 CQ2646.and adjusted by the National Geodetic Survey in September 1999..
 CQ2646
 CQ2646
 CQ2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2646
 CQ2646.The geoid height was determined by GEOID03.
 CQ2646
 CQ2646;                    North         East     Units Scale Factor Converg.
 CQ2646;SPC LA N     -   257,271.865 1,023,769.447   MT  1.00003856   +0 08 03.1
 CQ2646;SPC LA N     -   844,066.11  3,358,816.93   sFT  1.00003856   +0 08 03.1
 CQ2646;UTM  15      - 3,631,586.150   570,562.410   MT  0.99966139   +0 24 30.9
 CQ2646
 CQ2646                          SUPERSEDED SURVEY CONTROL
 CQ2646
 CQ2646  NAD 83(1992)-  32 49 12.07323(N)    092 14 46.23930(W) AD(       ) 4
 CQ2646  NAD 83(1986)-  32 49 12.08435(N)    092 14 46.23043(W) AD(       ) 4
 CQ2646  NAD 27      -  32 49 11.61000(N)    092 14 45.72100(W) AD(       ) 3
 CQ2646
 CQ2646.Superseded values are not recommended for survey control.
 CQ2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2646.See file dsdata.txt to determine how the superseded data were derived.
 CQ2646
 CQ2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7056231586(NAD 83)
 CQ2646_MARKER: 57 = LOOKOUT TOWER
 CQ2646
 CQ2646  HISTORY     - Date     Condition        Report By
 CQ2646  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2646
 CQ2646                          STATION DESCRIPTION
 CQ2646
 CQ2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2646'ABOUT 10 MILES EAST-SOUTHEAST OF FARMERVILLE AND 7 MILES
 CQ2646'SOUTH OF MARION.  IT IS A FOUR LEGGED STEEL STRUCTURE, ABOUT
 CQ2646'115 FEET HIGH WITH A 6 FOOT SQUARE GLASS ENCLOSED CABIN
 CQ2646'ON THE TOP.  THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1340 ***********************************************************************
 AT1340  DESIGNATION -  LEON
 AT1340  PID         -  AT1340
 AT1340  STATE/COUNTY-  LA/ST BERNARD
 AT1340  USGS QUAD   -  DELACROIX (1994)
 AT1340
 AT1340                         *CURRENT SURVEY CONTROL
 AT1340  ___________________________________________________________________
 AT1340* NAD 83(1992)-  29 52 08.99638(N)    089 49 54.62590(W)     ADJUSTED  
 AT1340* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AT1340  **This station is located in a subsidence area (see below).
 AT1340  ___________________________________________________________________
 AT1340  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AT1340  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AT1340
 AT1340  HORZ ORDER  -  FIRST
 AT1340
 AT1340.The horizontal coordinates were established by classical geodetic methods
 AT1340.and adjusted by the National Geodetic Survey in January 1993..
 AT1340
 AT1340 ** The orthometric height has not been validated since last determined
 AT1340 ** by differential leveling and should not be used for control purposes.
 AT1340 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1340 ** area with valid NAVD 88 orthometric heights.
 AT1340 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1340 ** epoch indicated which incorporates improved geoid heights for the
 AT1340 ** Southern Louisiana Subsidence area.
 AT1340 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1340
 AT1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1340
 AT1340.The geoid height was determined by GEOID03.
 AT1340
 AT1340;                    North         East     Units Scale Factor Converg.
 AT1340;SPC LA S     -   152,714.638 1,145,048.573   MT  0.99992837   +0 45 02.8
 AT1340;SPC LA S     -   501,031.27  3,756,713.53   sFT  0.99992837   +0 45 02.8
 AT1340;UTM  16      - 3,307,656.257   226,461.448   MT  1.00052328   -1 24 40.3
 AT1340
 AT1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1340!SPC LA S     -   1.00000387  x   0.99992837  =   0.99993224
 AT1340!UTM  16      -   1.00000387  x   1.00052328  =   1.00052715
 AT1340
 AT1340|---------------------------------------------------------------------|
 AT1340| PID    Reference Object                     Distance      Geod. Az  |
 AT1340|                                                           dddmmss.s |
 AT1340| DD7333 LEON RM 1                            51.984 METERS 11118     |
 AT1340| DD7332 LEON AZ MK                                         1155014.6 |
 AT1340| DD7334 LEON RM 2                            21.790 METERS 19212     |
 AT1340|---------------------------------------------------------------------|
 AT1340
 AT1340                          SUPERSEDED SURVEY CONTROL
 AT1340
 AT1340  NAD 83(1986)-  29 52 09.00806(N)    089 49 54.62583(W) AD(       ) 1
 AT1340  NAD 27      -  29 52 08.26110(N)    089 49 54.39397(W) AD(       ) 1
 AT1340  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 AT1340
 AT1340.Superseded values are not recommended for survey control.
 AT1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1340.See file dsdata.txt to determine how the superseded data were derived.
 AT1340
 AT1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2646107656(NAD 83)
 AT1340_MARKER: DS = TRIANGULATION STATION DISK
 AT1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1340+STABILITY: SURFACE MOTION
 AT1340
 AT1340  HISTORY     - Date     Condition        Report By
 AT1340  HISTORY     - 1972     MONUMENTED       NGS
 AT1340  HISTORY     - 1976     GOOD             NGS
 AT1340
 AT1340                          STATION DESCRIPTION
 AT1340
 AT1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1340'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO HEAVY BRUSH ON LINE.
 AT1340'
 AT1340'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF REGGIO, 4-1/2 MILES
 AT1340'SOUTHEAST OF VIOLET, 3-1/2 MILES EAST OF POYDRAS JUNCTION, 1 MILE
 AT1340'EAST OF THE POST OFFICE IN ST. BERNARD AND ON THE PROPERTY OF MR.
 AT1340'CHARLES A. LEON, BOX 242, ST. BERNARD, LOUISIANA, 70085.
 AT1340'
 AT1340'TO REACH THE STATION FROM THE POST OFFICE IN ST. BERNARD, GO EAST ON
 AT1340'STATE HIGHWAY 46 FOR 1.4 MILES TO THE STATION ON THE LEFT.
 AT1340'
 AT1340'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST ON
 AT1340'STATE HIGHWAY 46 FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 AT1340'GO SOUTH ON PAVED ROAD FOR ABOUT 150 FEET TO A DRIVEWAY LEFT.
 AT1340'TURN LEFT AND GO EASTERLY ON DRIVEWAY FOR 154 FEET TO THE AZIMUTH
 AT1340'MARK ON THE LEFT.
 AT1340'
 AT1340'THE STATION MARKS ARE STANDARD DISKS STAMPED LEON 1972.  THE SURFACE
 AT1340'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AT1340'THAT IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 118 FEET SOUTHWEST
 AT1340'OF THE END OF THE WEST ONE OF TWO LARGE GAS MAINS, 112 FEET NORTH
 AT1340'OF THE CENTER OF STATE HIGHWAY 46 AND 77 FEET NORTHWEST OF THE
 AT1340'CENTER OF A METAL GATE.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 AT1340'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AT1340'
 AT1340'REFERENCE MARK 1, A STANDARD DISK STAMPED LEON NO 1 1972, IS SET IN
 AT1340'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 AT1340'INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET NORTH OF THE CENTER
 AT1340'OF STATE HIGHWAY 46, 37 FEET EAST OF A GAS LINE VENT PIPE, 2.1 FEET
 AT1340'EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT NORTH
 AT1340'OF A FENCE.
 AT1340'
 AT1340'REFERENCE MARK 2, A STANDARD DISK STAMPED LEON NO 2 1972, IS SET IN
 AT1340'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 AT1340'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 61 FEET WEST OF THE
 AT1340'CENTER OF THE METAL GATE, 41 FEET NORTH OF THE CENTER OF STATE
 AT1340'HIGHWAY 46 AND 1 FOOT NORTH OF A FENCE.
 AT1340'
 AT1340'THE AZIMUTH MARK, A STANDARD DISK STAMPED LEON 1972, IS SET IN THE
 AT1340'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AT1340'THE SURFACE OF THE GROUND.  IT IS 154 FEET EAST OF THE CENTER OF THE
 AT1340'PAVED ROAD, 40 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 19
 AT1340'FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF A METAL WITNESS POST
 AT1340'WITH SIGN.
 AT1340'
 AT1340'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
 AT1340
 AT1340                          STATION RECOVERY (1976)
 AT1340
 AT1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (SE)
 AT1340'STATION MARKS LEON, RM 2, RM 1, AND AZ MARK WERE FOUND IN GOOD
 AT1340'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2503 ***********************************************************************
 BJ2503  DESIGNATION -  LEON CAP
 BJ2503  PID         -  BJ2503
 BJ2503  STATE/COUNTY-  LA/ST LANDRY
 BJ2503  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2503
 BJ2503                         *CURRENT SURVEY CONTROL
 BJ2503  ___________________________________________________________________
 BJ2503* NAD 83(1986)-  30 23 44.     (N)    091 41 42.     (W)     SCALED    
 BJ2503* NAVD 88     -         8.44   (+/-2cm)      27.7    (feet)  VERTCON   
 BJ2503  ___________________________________________________________________
 BJ2503  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2503
 BJ2503  VERT ORDER  -  ? (See Below)
 BJ2503
 BJ2503.The horizontal coordinates were scaled from a topographic map and have
 BJ2503.an estimated accuracy of +/- 6 seconds.
 BJ2503
 BJ2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2503.The vertical order pertains to the NGVD 29 superseded value.
 BJ2503
 BJ2503.The geoid height was determined by GEOID03.
 BJ2503
 BJ2503;                    North         East    Units  Estimated Accuracy
 BJ2503;SPC LA S     -   210,170.      965,250.      MT  (+/- 180 meters Scaled)
 BJ2503
 BJ2503                          SUPERSEDED SURVEY CONTROL
 BJ2503
 BJ2503  NGVD 29 (??/??/??)    8.447  (m)           27.71   (f) ADJUSTED    ?  
 BJ2503
 BJ2503.Superseded values are not recommended for survey control.
 BJ2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2503.See file dsdata.txt to determine how the superseded data were derived.
 BJ2503
 BJ2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP253633(NAD 83)
 BJ2503_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2503
 BJ2503  HISTORY     - Date     Condition        Report By
 BJ2503  HISTORY     - UNK      MONUMENTED       DOD
 BJ2503  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2503
 BJ2503                          STATION DESCRIPTION
 BJ2503
 BJ2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2503'12.5 MI SE FROM KROTZ SPRINGS.
 BJ2503'12.5 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2503'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 4.5 MILES (BY
 BJ2503'RIVER) NORTH OF THE POST OFFICE AT ATCHAFALAYA, SAINT MARTIN PARISH,
 BJ2503'ABOUT 0.9 MILE DUE WEST OF THE RIVER BANK, AT A POINT DIRECTLY
 BJ2503'OPPOSITE THE MOUTH OF ALABAMA BAYOU, IN THE SW1/4 SEC. 31, T. 7 S., R.
 BJ2503'8 E., ABOUT 600 FEET SOUTHWEST OF INDIAN BAYOU EXTENSION LEVEE STATION
 BJ2503'3040+00, ON THE WEST BANK OF ATCHAFALAYA RIVER, 20 FEET NORTHEAST OF A
 BJ2503'12-INCH WILLOW TREE, 15 FEET SOUTHWEST OF A 6-INCH COTTONWOOD TREE,
 BJ2503'AND 14 FEET SOUTHEAST OF A 7-INCH WILLOW TREE.  AN IRON PIPE BEARING A
 BJ2503'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1530 ***********************************************************************
 CP1530  DESIGNATION -  LEONA CAP
 CP1530  PID         -  CP1530
 CP1530  STATE/COUNTY-  LA/TENSAS
 CP1530  USGS QUAD   -  SOMERSET (1994)
 CP1530
 CP1530                         *CURRENT SURVEY CONTROL
 CP1530  ___________________________________________________________________
 CP1530* NAD 83(1986)-  32 13 08.     (N)    091 07 54.     (W)     SCALED    
 CP1530* NAVD 88     -        24.77   (+/-2cm)      81.3    (feet)  VERTCON   
 CP1530  ___________________________________________________________________
 CP1530  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP1530
 CP1530  VERT ORDER  -  ? (See Below)
 CP1530
 CP1530.The horizontal coordinates were scaled from a topographic map and have
 CP1530.an estimated accuracy of +/- 6 seconds.
 CP1530
 CP1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1530.The vertical order pertains to the NGVD 29 superseded value.
 CP1530
 CP1530.The geoid height was determined by GEOID03.
 CP1530
 CP1530;                    North         East    Units  Estimated Accuracy
 CP1530;SPC LA N     -   191,400.    1,128,980.      MT  (+/- 180 meters Scaled)
 CP1530
 CP1530                          SUPERSEDED SURVEY CONTROL
 CP1530
 CP1530  NGVD 29 (??/??/92)   24.792  (m)           81.34   (f) ADJ UNCH    ?  
 CP1530
 CP1530.Superseded values are not recommended for survey control.
 CP1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1530.See file dsdata.txt to determine how the superseded data were derived.
 CP1530
 CP1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR760662(NAD 83)
 CP1530_MARKER: P = PIPE CAP
 CP1530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1530_SP_SET: CONCRETE BLOCK
 CP1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1530
 CP1530  HISTORY     - Date     Condition        Report By
 CP1530  HISTORY     - UNK      MONUMENTED       DOD
 CP1530  HISTORY     - 1934     GOOD             DOD
 CP1530
 CP1530                          STATION DESCRIPTION
 CP1530
 CP1530'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1530'2.0 MI SW FROM KING.
 CP1530'ABOUT 2 MILES SOUTHWEST ALONG THE LEVEE FROM KING P.B.M. IS CONCRETE
 CP1530'BLOCK AND IRON PIPE WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI RIVER
 CP1530'IN TENSAS PARISH, LA.  BACK OF N.W. PORTION OF DAVIS ISLAND. IN
 CP1530'CULTIVATED FIELD ON LEONA PLANTATION.  ABOUT 300 METERS LANDSIDE FROM
 CP1530'RIGHT BANK OF PALMYRA LAKE, AT A POINT APPROXIMATELY 1,000 DOWNSTREAM
 CP1530'FROM PARISH LINE.  DIRECTLY BACK OF COLLINS LDG.  40.2 METERS FROM
 CP1530'LANDSIDE TOE OF LEVEE.  39.0 METERS RIVERSIDE AND DOWNSTREAM FROM OLD
 CP1530'UNDER GROUND CISTERN.  1.2 METERS DOWNSTREAM FROM FENCE LINE RUNNING
 CP1530'AT RIGHT ANGLE TO LEVEE.  39.6 METERS DOWNSTREAM FROM DOWNSTREAM
 CP1530'RIVERSIDE CORNER OF VACANT CABIN.  TOP OF CAP IS ABOUT 16 IN. ABOVE
 CP1530'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2631 ***********************************************************************
 BK2631  DESIGNATION -  LEONVILLE GSU MAST
 BK2631  PID         -  BK2631
 BK2631  STATE/COUNTY-  LA/ST LANDRY
 BK2631  USGS QUAD   -  OPELOUSAS (1992)
 BK2631
 BK2631                         *CURRENT SURVEY CONTROL
 BK2631  ___________________________________________________________________
 BK2631* NAD 83(1992)-  30 30 27.11485(N)    092 00 24.61305(W)     ADJUSTED  
 BK2631* NAVD 88     -                                                        
 BK2631  ___________________________________________________________________
 BK2631  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BK2631  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2631
 BK2631  HORZ ORDER  -  THIRD
 BK2631
 BK2631.The horizontal coordinates were established by classical geodetic methods
 BK2631.and adjusted by the National Geodetic Survey in January 1993..
 BK2631
 BK2631
 BK2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2631
 BK2631.The geoid height was determined by GEOID03.
 BK2631
 BK2631;                    North         East     Units Scale Factor Converg.
 BK2631;SPC LA S     -   222,716.281   935,352.010   MT  0.99996472   -0 20 12.3
 BK2631;SPC LA S     -   730,695.00  3,068,734.05   sFT  0.99996472   -0 20 12.3
 BK2631;UTM  15      - 3,375,445.502   595,299.436   MT  0.99971204   +0 30 15.2
 BK2631
 BK2631                          SUPERSEDED SURVEY CONTROL
 BK2631
 BK2631  NAD 83(1986)-  30 30 27.13490(N)    092 00 24.60751(W) AD(       ) 4
 BK2631  NAD 27      -  30 30 26.43100(N)    092 00 24.18412(W) AD(       ) 3
 BK2631
 BK2631.Superseded values are not recommended for survey control.
 BK2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2631.See file dsdata.txt to determine how the superseded data were derived.
 BK2631
 BK2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9529975446(NAD 83)
 BK2631_MARKER: 44 = MICROWAVE MAST
 BK2631
 BK2631  HISTORY     - Date     Condition        Report By
 BK2631  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2631
 BK2631                          STATION DESCRIPTION
 BK2631
 BK2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2631'GULF STATES UTILITIES MICROWAVE MAST IS LOCATED ABOUT 3 MILES
 BK2631'NORTH-NORTHWEST OF LEONVILLE.
 BK2631'
 BK2631'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSS SECTION, PAINTED
 BK2631'ALTERNATELY RED AND WHITE, WITH 3 FAN ANTENNAE AT THE TOP AND IS 125
 BK2631'FEET HIGH.
 BK2631'
 BK2631'POINT INTERSECTED, WAS THE TOP-CENTER.
 BK2631'
 BK2631'TO REACH FROM THE POST OFFICE IN LEONVILLE GO NORTHERLY ON STATE
 BK2631'HIGHWAY 103 FOR 2.7 MILES TO A T-INTERSECTION.  TURN LEFT, WEST,
 BK2631'FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH, FOR 0.1 MILE
 BK2631'TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, FOR 0.4 MILE TO THE MAST
 BK2631'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5209 ***********************************************************************
 BJ5209  DESIGNATION -  LEONVILLE MUN TANK
 BJ5209  PID         -  BJ5209
 BJ5209  STATE/COUNTY-  LA/ST LANDRY
 BJ5209  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ5209
 BJ5209                         *CURRENT SURVEY CONTROL
 BJ5209  ___________________________________________________________________
 BJ5209* NAD 83(1992)-  30 28 25.29416(N)    091 58 44.77796(W)     ADJUSTED  
 BJ5209* NAVD 88     -                                                        
 BJ5209  ___________________________________________________________________
 BJ5209  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BJ5209  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ5209
 BJ5209  HORZ ORDER  -  THIRD
 BJ5209
 BJ5209.The horizontal coordinates were established by classical geodetic methods
 BJ5209.and adjusted by the National Geodetic Survey in January 1993..
 BJ5209
 BJ5209
 BJ5209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5209
 BJ5209.The geoid height was determined by GEOID03.
 BJ5209
 BJ5209;                    North         East     Units Scale Factor Converg.
 BJ5209;SPC LA S     -   218,949.733   937,992.766   MT  0.99995968   -0 19 22.4
 BJ5209;SPC LA S     -   718,337.58  3,077,397.93   sFT  0.99995968   -0 19 22.4
 BJ5209;UTM  15      - 3,371,719.032   597,994.515   MT  0.99971846   +0 31 04.0
 BJ5209
 BJ5209                          SUPERSEDED SURVEY CONTROL
 BJ5209
 BJ5209  NAD 83(1986)-  30 28 25.31421(N)    091 58 44.77235(W) AD(       ) 4
 BJ5209  NAD 27      -  30 28 24.60758(N)    091 58 44.35022(W) AD(       ) 3
 BJ5209
 BJ5209.Superseded values are not recommended for survey control.
 BJ5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5209.See file dsdata.txt to determine how the superseded data were derived.
 BJ5209
 BJ5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9799571719(NAD 83)
 BJ5209_MARKER: 53 = ELEVATED TANK
 BJ5209
 BJ5209  HISTORY     - Date     Condition        Report By
 BJ5209  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5209
 BJ5209                          STATION DESCRIPTION
 BJ5209
 BJ5209'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5209'THE STATION IS THE VENT AT THE APEX OF THE TANK.  THE TANK IS A
 BJ5209'FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER WITH AN OVERALL HEIGHT
 BJ5209'OF 145 FEET.
 BJ5209'
 BJ5209'IT IS LOCATED IN THE SMALL VILLAGE OF LEONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5096 ***********************************************************************
 BJ5096  DESIGNATION -  LEPER COLONY WATER TANK
 BJ5096  PID         -  BJ5096
 BJ5096  STATE/COUNTY-  LA/IBERVILLE
 BJ5096  USGS QUAD   -  WHITE CASTLE (1992)
 BJ5096
 BJ5096                         *CURRENT SURVEY CONTROL
 BJ5096  ___________________________________________________________________
 BJ5096* NAD 83(1992)-  30 12 04.31064(N)    091 07 33.53823(W)     ADJUSTED  
 BJ5096* NAVD 88     -                                                        
 BJ5096  **This station is located in a subsidence area (see below).
 BJ5096  ___________________________________________________________________
 BJ5096  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ5096  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ5096
 BJ5096  HORZ ORDER  -  THIRD
 BJ5096
 BJ5096.The horizontal coordinates were established by classical geodetic methods
 BJ5096.and adjusted by the National Geodetic Survey in January 1993..
 BJ5096
 BJ5096 ** The orthometric height has not been validated since last determined
 BJ5096 ** by differential leveling and should not be used for control purposes.
 BJ5096 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5096 ** area with valid NAVD 88 orthometric heights.
 BJ5096 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5096 ** epoch indicated which incorporates improved geoid heights for the
 BJ5096 ** Southern Louisiana Subsidence area.
 BJ5096 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5096
 BJ5096.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5096
 BJ5096.The geoid height was determined by GEOID03.
 BJ5096
 BJ5096;                    North         East     Units Scale Factor Converg.
 BJ5096;SPC LA S     -   188,586.430 1,019,964.625   MT  0.99993183   +0 06 13.2
 BJ5096;SPC LA S     -   618,720.65  3,346,333.94   sFT  0.99993183   +0 06 13.2
 BJ5096;UTM  15      - 3,342,564.371   680,394.911   MT  1.00000149   +0 56 34.6
 BJ5096
 BJ5096                          SUPERSEDED SURVEY CONTROL
 BJ5096
 BJ5096  NAD 83(1986)-  30 12 04.32928(N)    091 07 33.53730(W) AD(       ) 4
 BJ5096  NAD 27      -  30 12 03.62454(N)    091 07 33.16698(W) AD(       ) 3
 BJ5096
 BJ5096.Superseded values are not recommended for survey control.
 BJ5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5096.See file dsdata.txt to determine how the superseded data were derived.
 BJ5096
 BJ5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8039542564(NAD 83)
 BJ5096_MARKER: 53 = ELEVATED TANK
 BJ5096
 BJ5096  HISTORY     - Date     Condition        Report By
 BJ5096  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ5096  HISTORY     - 1955     GOOD             CGS
 BJ5096
 BJ5096                          STATION DESCRIPTION
 BJ5096
 BJ5096'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5096'THE STATION IS LOCATED 2.1 MI. W ALONG STATE HIGHWAY 410 FROM ITS
 BJ5096'INTERSECTION WITH STATE HIGHWAY 63 IN CARVILLE, THENCE TURN
 BJ5096'RIGHT INTO THE MAIN GATE AT THE MARINE HOSPITAL AND GO NW
 BJ5096'STRAIGHT AHEAD FOR 0.35 MI. TO THE END OF THE STREET, TURN
 BJ5096'RIGHT AND GO 0.15 MI. TO A CROSS STREET, TURN RIGHT AND GO 0.1
 BJ5096'MI. TO THE TANK, JUST N OF THE RECREATION BUILDING AT THE
 BJ5096'HOSPITAL.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A
 BJ5096'TANK ON ITS TOP.  THE OVERALL HEIGHT IS ABOUT 100 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2764 ***********************************************************************
 BK2764  DESIGNATION -  LEROY
 BK2764  PID         -  BK2764
 BK2764  STATE/COUNTY-  LA/VERMILION
 BK2764  USGS QUAD   -  LEROY (1983)
 BK2764
 BK2764                         *CURRENT SURVEY CONTROL
 BK2764  ___________________________________________________________________
 BK2764* NAD 83(1992)-  30 04 45.18870(N)    092 11 01.03594(W)     ADJUSTED  
 BK2764* NAVD 88     -         5.97   (+/-2cm)      19.6  **(feet)  VERTCON   
 BK2764  **This station is located in a subsidence area (see below).
 BK2764  ___________________________________________________________________
 BK2764  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BK2764  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BK2764
 BK2764  HORZ ORDER  -  SECOND
 BK2764  VERT ORDER  -  THIRD ? (See Below)
 BK2764
 BK2764.The horizontal coordinates were established by classical geodetic methods
 BK2764.and adjusted by the National Geodetic Survey in January 1993..
 BK2764
 BK2764 ** The orthometric height has not been validated since last determined
 BK2764 ** by differential leveling and should not be used for control purposes.
 BK2764 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2764 ** area with valid NAVD 88 orthometric heights.
 BK2764 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2764 ** epoch indicated which incorporates improved geoid heights for the
 BK2764 ** Southern Louisiana Subsidence area.
 BK2764 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2764.The vertical order pertains to the NGVD 29 superseded value.
 BK2764
 BK2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2764
 BK2764.The geoid height was determined by GEOID03.
 BK2764
 BK2764;                    North         East     Units Scale Factor Converg.
 BK2764;SPC LA S     -   175,351.566   918,030.899   MT  0.99992668   -0 25 30.6
 BK2764;SPC LA S     -   575,299.26  3,011,906.37   sFT  0.99992668   -0 25 30.6
 BK2764;UTM  15      - 3,327,844.460   578,676.578   MT  0.99967637   +0 24 33.1
 BK2764
 BK2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2764!SPC LA S     -   1.00000332  x   0.99992668  =   0.99993000
 BK2764!UTM  15      -   1.00000332  x   0.99967637  =   0.99967969
 BK2764
 BK2764:                Primary Azimuth Mark                     Grid Az
 BK2764:SPC LA S     -  57 V 125                                 089 45 35.0
 BK2764:UTM  15      -  57 V 125                                 088 55 31.3
 BK2764
 BK2764|---------------------------------------------------------------------|
 BK2764| PID    Reference Object                     Distance      Geod. Az  |
 BK2764|                                                           dddmmss.s |
 BK2764| CV9559 57 V 125                                           0892004.4 |
 BK2764| BK0448 57 V 112 LADTD                       25.660 METERS 10047     |
 BK2764| AV0604 ABBEVILLE MUNICIPAL TANK            APPROX.13.2 KM 1531017.7 |
 BK2764| CW2020 LEROY RM 2                           12.494 METERS 23318     |
 BK2764|---------------------------------------------------------------------|
 BK2764
 BK2764                          SUPERSEDED SURVEY CONTROL
 BK2764
 BK2764  NAD 83(1986)-  30 04 45.20821(N)    092 11 01.02964(W) AD(       ) 2
 BK2764  NAD 27      -  30 04 44.46797(N)    092 11 00.57233(W) AD(       ) 2
 BK2764  NGVD 29 (07/19/86)    5.97   (m)           19.6    (f) LEVELING    3  
 BK2764
 BK2764.Superseded values are not recommended for survey control.
 BK2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2764.See file dsdata.txt to determine how the superseded data were derived.
 BK2764
 BK2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7867727844(NAD 83)
 BK2764_MARKER: DD = SURVEY DISK
 BK2764_SETTING: 0 = UNSPECIFIED SETTING
 BK2764
 BK2764  HISTORY     - Date     Condition        Report By
 BK2764  HISTORY     - 1969     MONUMENTED       LADH
 BK2764  HISTORY     - 19910907 GOOD             USPSQD
 BK2764
 BK2764                          STATION DESCRIPTION
 BK2764
 BK2764'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK2764'THE STATION IS LOCATED 5-1/2 MILES SOUTHWEST OF MAURICE AND 8.00
 BK2764'MILES NORTHWEST OF ABBEVILLE ON PROPERTY OWNED BY THE LOUISIANA
 BK2764'DEPARTMENT OF HIGHWAYS.  IT IS 84.70 FEET NORTH-NORTHWEST OF THE
 BK2764'JUNCTION OF STATE HIGHWAY 699 AND STATE HIGHWAY 343, 79.80 FEET
 BK2764'NORTH OF THE CENTERLINE OF STATE HIGHWAY 699, 70.40 FEET
 BK2764'NORTH-NORTHEAST OF A CROSS DRAIN UNDER STATE HIGHWAY 699, 64.40
 BK2764'FEET NORTHWEST OF POWER POLE NO. 29, 29.0 FEET WEST OF THE CENTER
 BK2764'OF THE GRAVEL ROAD, 6.00 FEET SOUTHWEST OF A FENCE, 2.30 FEET
 BK2764'SOUTHEAST OF A FENCE, AND 1.40 FEET SOUTH OF A METAL WITNESS POST
 BK2764'AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 BK2764'AND GEODETIC SURVEY DISK, STAMPED LEROY 1969 PROJECTING 3 INCHES.
 BK2764'
 BK2764'REFERENCE MARK NO. 57V112 IS 84.20 FEET EAST OF THE STATION.  IT IS
 BK2764'62.30 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 699, 43.20 FEET
 BK2764'WEST-NORTHWEST OF A FENCE CORNER, 37.60 FEET EAST-SOUTHEAST OF A
 BK2764'CONCRETE RIGHT OF WAY MARKER, 35.70 FEET NORTHEAST OF POWER POLE
 BK2764'NO.  29, 2.20 FEET SOUTHWEST OF A FENCE, AND 0.90 FEET
 BK2764'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA
 BK2764'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED
 BK2764'57V112 1968 PROJECTING 2 INCHES.
 BK2764'
 BK2764'REFERENCE MARK NO. 2 IS 40.99 FEET WEST OF THE STATION.  IT IS 61.30
 BK2764'FEET WEST OF A GRAVEL DRIVE, 55.50 FEET NORTH OF THE CENTERLINE OF
 BK2764'STATE HIGHWAY 699, 46.50 FEET SOUTHWEST OF A FENCE CORNER, 41.50
 BK2764'FEET WEST OF A WITNESS POST AT THE STATION, 31.70 FEET NORTHEAST OF
 BK2764'A FENCE CORNER, AND 3.00 FEET SOUTH-SOUTHEAST OF A FENCE.  IT IS A
 BK2764'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK
 BK2764'STAMPED LEROY R. M. 2 1969, PROJECTING 2 INCHES.
 BK2764'
 BK2764'THE AZIMUTH MARK IS 0.60 MILE EAST OF THE STATION.  IT IS 108.90 FEET
 BK2764'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 699 AND STATE HIGHWAY
 BK2764'343, 78.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 343, 75.0
 BK2764'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 699, 55.0 FEET
 BK2764'SOUTHWEST OF A FENCE CORNER, 49.0 FEET NORTHEAST OF POWER POLE NO.
 BK2764'20, 1.40 FEET SOUTHEAST OF A FENCE, AND 0.80 FEET SOUTHEAST OF A
 BK2764'METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF
 BK2764'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED 57V125 1968
 BK2764'PROJECTING 2 INCHES.
 BK2764'
 BK2764'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG STATE
 BK2764'HIGHWAY 699 FOR 0.60 MILE TO THE INTERSECTION WITH STATE HIGHWAY 343
 BK2764'(NORTH) TO A MARK SET IN THE NORTHWEST QUADRANT.
 BK2764'
 BK2764'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 699 AND
 BK2764'U. S. HIGHWAY 167, 2 MILES SOUTH OF MAURICE, DRIVE WEST ALONG STATE
 BK2764'HIGHWAY 699 FOR 3.60 MILES TO THE STATION SET ON THE NORTH SIDE OF
 BK2764'THE HIGHWAY NEAR A FENCE AND A GRAVEL DRIVE LEADING NORTH.
 BK2764
 BK2764                          STATION RECOVERY (1991)
 BK2764
 BK2764'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2987 ***********************************************************************
 BK2987  DESIGNATION -  LEROY
 BK2987  PID         -  BK2987
 BK2987  STATE/COUNTY-  LA/ALLEN
 BK2987  USGS QUAD   -  SOILEAU (1986)
 BK2987
 BK2987                         *CURRENT SURVEY CONTROL
 BK2987  ___________________________________________________________________
 BK2987* NAD 83(1992)-  30 35 56.72476(N)    092 39 18.16071(W)     ADJUSTED  
 BK2987* NAVD 88     -        21.5    (meters)      71.     (feet)  VERTCON   
 BK2987  ___________________________________________________________________
 BK2987  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BK2987  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2987
 BK2987  HORZ ORDER  -  FIRST
 BK2987
 BK2987.The horizontal coordinates were established by classical geodetic methods
 BK2987.and adjusted by the National Geodetic Survey in January 1993..
 BK2987
 BK2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2987
 BK2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2987
 BK2987.The geoid height was determined by GEOID03.
 BK2987
 BK2987;                    North         East     Units Scale Factor Converg.
 BK2987;SPC LA S     -   233,407.325   873,251.271   MT  0.99998009   -0 39 39.1
 BK2987;SPC LA S     -   765,770.53  2,864,991.88   sFT  0.99998009   -0 39 39.1
 BK2987;UTM  15      - 3,385,223.109   533,068.592   MT  0.99961349   +0 10 32.1
 BK2987
 BK2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2987!SPC LA S     -   1.00000090  x   0.99998009  =   0.99998099
 BK2987!UTM  15      -   1.00000090  x   0.99961349  =   0.99961439
 BK2987
 BK2987|---------------------------------------------------------------------|
 BK2987| PID    Reference Object                     Distance      Geod. Az  |
 BK2987|                                                           dddmmss.s |
 BK2987| CW2017 LEROY RM 1                           63.173 METERS 08314     |
 BK2987| CW2019 LEROY RM 3                                         1214428.5 |
 BK2987| CW2018 LEROY RM 2                           28.988 METERS 20408     |
 BK2987|---------------------------------------------------------------------|
 BK2987
 BK2987                          SUPERSEDED SURVEY CONTROL
 BK2987
 BK2987  NAD 83(1986)-  30 35 56.74480(N)    092 39 18.15410(W) AD(       ) 1
 BK2987  NAD 27      -  30 35 56.03068(N)    092 39 17.64334(W) AD(       ) 1
 BK2987  NGVD 29 (07/19/86)   21.5    (m)           71.     (f) VERT ANG       
 BK2987
 BK2987.Superseded values are not recommended for survey control.
 BK2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2987.See file dsdata.txt to determine how the superseded data were derived.
 BK2987
 BK2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3306985223(NAD 83)
 BK2987_MARKER: DS = TRIANGULATION STATION DISK
 BK2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2987
 BK2987  HISTORY     - Date     Condition        Report By
 BK2987  HISTORY     - 1974     MONUMENTED       NGS
 BK2987
 BK2987                          STATION DESCRIPTION
 BK2987
 BK2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2987'STATION IS LOCATED ABOUT 11.5 MILES NORTHWEST OF BASILE, 8.5 MILES
 BK2987'NORTH-NORTHWEST OF ELTON, 6.5 MILES EAST-SOUTHEAST OF OBERLIN AND ON
 BK2987'PROPERTY OWNED BY MR. LEROY DUPLECHIAM OF ROUTE 1 BOX 51 IN
 BK2987'OBERLIN, AND PHONE NUMBER 639-2211.
 BK2987'
 BK2987'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 AND U. S.
 BK2987'190 ABOUT 1 MILE EAST OF ELTON, GO NORTH ON STATE HIGHWAY 26 FOR 7
 BK2987'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON STATE
 BK2987'HIGHWAY 104 FOR 0.85 MILE TO A CURVE IN THE ROAD AND A SIDE ROAD
 BK2987'LEFT.  TURN LEFT AND CONTINUE EASTERLY ON A PAVED ROAD FOR 0.1 MILE
 BK2987'TO A T-INTERSECTION.  TURN LEFT AND GO NORTH ON PARISH ROAD
 BK2987'1-06 FOR 0.5 MILE TO A HOUSE ON THE LEFT AND A SIDE
 BK2987'ROAD RIGHT AND THE STATION AS DESCRIBED.
 BK2987'
 BK2987'TO REACH THE REFERENCE MARK 3 FROM THE HOUSE AND THE SIDE ROAD GO
 BK2987'EAST ON A PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AS
 BK2987'DESCRIBED.
 BK2987'
 BK2987'STATION MARKS ARE STANDARD DISKS STAMPED LEROY 1974.  THE UNDERGROUND
 BK2987'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 BK2987'THE GROUND.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 BK2987'POST 12 INCHES BELOW THE GROUND.  IT IS 325.5 FEET NORTH OF THE
 BK2987'FENCE AROUND THE HOUSE, 208.5 FEET WEST OF A FENCE, 54 FEET SOUTH OF
 BK2987'THE SOUTHEAST EDGE OF A POND AND 33 FEET EAST OF A FENCE.
 BK2987'
 BK2987'REFERENCE MARK 1, STAMPED LEROY NO 1 1974, IS A STANDARD DISK SET IN
 BK2987'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 30
 BK2987'FEET SOUTH OF A GATE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST
 BK2987'AND 1.2 FEET WEST OF A FENCE.
 BK2987'
 BK2987'REFERENCE MARK 2, STAMPED LEROY NO 2 1974, IS A STANDARD DISK SET IN
 BK2987'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 112
 BK2987'FEET SOUTH OF THE SOUTH EDGE OF A POND, 1.7 FEET EAST OF A FENCE
 BK2987'AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 BK2987'
 BK2987'REFERENCE MARK 3, STAMPED LEROY NO 3 1974 AZ, IS A STANDARD DISK
 BK2987'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 BK2987'IS 41.5 FEET WEST OF A POWER POLE, 15 FEET NORTH OF THE CENTER OF A
 BK2987'PAVED ROAD, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 1.5
 BK2987'FEET SOUTH OF A FENCE CORNER.
 BK2987'
 BK2987'NEAREST TOWN--OBERLIN.
 BK2987'
 BK2987'HEIGHT OF LIGHT ABOVE STATION MARK 38.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1351 ***********************************************************************
 AT1351  DESIGNATION -  LERY
 AT1351  PID         -  AT1351
 AT1351  STATE/COUNTY-  LA/ST BERNARD
 AT1351  USGS QUAD   -  BELLE CHASSE (1994)
 AT1351
 AT1351                         *CURRENT SURVEY CONTROL
 AT1351  ___________________________________________________________________
 AT1351* NAD 83(1992)-  29 48 58.78801(N)    089 52 41.63634(W)     ADJUSTED  
 AT1351* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AT1351  **This station is located in a subsidence area (see below).
 AT1351  ___________________________________________________________________
 AT1351  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1351  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AT1351
 AT1351  HORZ ORDER  -  FIRST
 AT1351
 AT1351.The horizontal coordinates were established by classical geodetic methods
 AT1351.and adjusted by the National Geodetic Survey in January 1993..
 AT1351
 AT1351 ** The orthometric height has not been validated since last determined
 AT1351 ** by differential leveling and should not be used for control purposes.
 AT1351 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1351 ** area with valid NAVD 88 orthometric heights.
 AT1351 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1351 ** epoch indicated which incorporates improved geoid heights for the
 AT1351 ** Southern Louisiana Subsidence area.
 AT1351 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1351
 AT1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1351
 AT1351.The geoid height was determined by GEOID03.
 AT1351
 AT1351;                    North         East     Units Scale Factor Converg.
 AT1351;SPC LA S     -   146,800.884 1,140,641.601   MT  0.99993090   +0 43 39.2
 AT1351;SPC LA S     -   481,629.23  3,742,254.99   sFT  0.99993090   +0 43 39.2
 AT1351;UTM  16      - 3,301,909.368   221,831.818   MT  1.00055481   -1 25 55.3
 AT1351
 AT1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1351!SPC LA S     -   1.00000397  x   0.99993090  =   0.99993487
 AT1351!UTM  16      -   1.00000397  x   1.00055481  =   1.00055878
 AT1351
 AT1351:                Primary Azimuth Mark                     Grid Az
 AT1351:SPC LA S     -  ST BERNARD WATER TANK                    002 18 22.9
 AT1351:UTM  16      -  ST BERNARD WATER TANK                    004 27 57.4
 AT1351
 AT1351|---------------------------------------------------------------------|
 AT1351| PID    Reference Object                     Distance      Geod. Az  |
 AT1351|                                                           dddmmss.s |
 AT1351| AT1341 ST BERNARD WATER TANK               APPROX. 5.8 KM 0030202.1 |
 AT1351| AT1342 TOCA SOU NATURAL GAS RAD MAST       APPROX. 7.3 KM 0412624.4 |
 AT1351| AT1339 LAKE LERY OIL DERRICK               APPROX. 7.9 KM 1034328.0 |
 AT1351| DD7335 LERY RM 1                            48.770 METERS 22911     |
 AT1351| DD7338 LERY RM 4                            18.344 METERS 22920     |
 AT1351| AT1355 TIGERS                              APPROX. 9.4 KM 2595806.8 |
 AT1351| DD7336 LERY RM 2                            49.281 METERS 32106     |
 AT1351| DD7337 LERY RM 3                            18.538 METERS 34506     |
 AT1351| AT1378 VIOLET WATER TANK                   APPROX. 9.6 KM 3501918.6 |
 AT1351|---------------------------------------------------------------------|
 AT1351
 AT1351                          SUPERSEDED SURVEY CONTROL
 AT1351
 AT1351  NAD 83(1986)-  29 48 58.80038(N)    089 52 41.63729(W) AD(       ) 1
 AT1351  NAD 27      -  29 48 58.05053(N)    089 52 41.40037(W) AD(       ) 1
 AT1351  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 AT1351
 AT1351.Superseded values are not recommended for survey control.
 AT1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1351.See file dsdata.txt to determine how the superseded data were derived.
 AT1351
 AT1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2183201909(NAD 83)
 AT1351_MARKER: DS = TRIANGULATION STATION DISK
 AT1351_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1351_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1351
 AT1351  HISTORY     - Date     Condition        Report By
 AT1351  HISTORY     - 1934     MONUMENTED       CGS
 AT1351  HISTORY     - 1966     GOOD             CGS
 AT1351  HISTORY     - 1972     GOOD             NGS
 AT1351
 AT1351                          STATION DESCRIPTION
 AT1351
 AT1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1351'ABOUT 1-1/2 MILES
 AT1351'FROM THE MOUTH OF
 AT1351'BAYOU MORGAN, IN THE MARSH NW OF LAKE LERY, W
 AT1351'OF A N 60DEG W BEND IN THE BAYOU AND E
 AT1351'OF A SMALL ISLAND IN THE CENTER
 AT1351'OF THE BAYOU, 75 METERS (246 FEET) E OF A SMALL BAYOU
 AT1351'RUNNING N
 AT1351'FROM BAYOU MORGAN, AND 50 METERS (164 FEET) FROM THE REAR OF A
 AT1351'CABIN BELONGING TO
 AT1351'SIDNEY TORRES.  THE STATION IS MARKED BY A STANDARD
 AT1351'BRONZE DISK SET IN CONCRETE AT THE
 AT1351'TOP OF A TILE,
 AT1351'REFERENCE MARK NO. 1, A STANDARD BRONZE
 AT1351'REFERENCE DISK,
 AT1351'SET IN CONCRETE AT THE TOP OF A TILE,
 AT1351'IS 48.770 METERS
 AT1351'(160.01 FEET) FROM THE STATION S 49 DEG 11 MIN W.
 AT1351'REFERENCE MARK NO. 2 IS A
 AT1351'STANDARD BRONZE REFERENCE DISK SET
 AT1351'IN CONCRETE AT THE TOP OF A TILE, IS
 AT1351'49.281 METERS (161.68 FEET) FROM THE STATION N 38 DEG 54 MIN W.
 AT1351'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 70,485 METERS
 AT1351'(231.25 FEET).  AN OIL DERRICK
 AT1351'ON LAKE LERY IS S 76 DEG 17 MIN E.
 AT1351
 AT1351                          STATION RECOVERY (1966)
 AT1351
 AT1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1351'THE STATION MARK WAS RECOVERED AS DESCRIBED AND THE PREVIOUS
 AT1351'DESCRIPTION IS
 AT1351'ADEQUATE.  IT IS IN WET MARSHLAND AND PROJECTS ABOUT
 AT1351'4 INCHES ABOVE THE MARSH.  IT IS
 AT1351'1 FOOT NORTHWEST OF A METAL WITNESS
 AT1351'POST AND THERE IS A FOUR FOOT HIGH STRUCTURE, MADE
 AT1351'OF 2 BY 2 INCH
 AT1351'LUMBER, OVER THE MARK.  THE REFERENCE MARKS WERE NOT FOUND BUT ARE
 AT1351'PROBABLY THERE COVERED BY SILT.
 AT1351
 AT1351                          STATION RECOVERY (1972)
 AT1351
 AT1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1351'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 AT1351'
 AT1351'NO MEASUREMENTS WERE MADE BETWEEN THE RMS DUE TO SWAMP AND HIGH SWAMP
 AT1351'GRASS ON LINE.
 AT1351'
 AT1351'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AT1351'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED.  NO AZIMUTH MARK WAS
 AT1351'ESTABLISHED IN 1934.  A NEW REFERENCE MARK 3 AND 4 WAS ESTABLISHED AT
 AT1351'THIS DATE.  NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK AT THIS
 AT1351'DATE.
 AT1351'
 AT1351'THE TO REACH THE STATION IS ADEQUATE FROM THE 1934 DESCRIPTION.  THE
 AT1351'STATION WAS REACHED BY BOAT FROM CAERNARVON.
 AT1351'
 AT1351'STATION MARK, A STANDARD DISK STAMPED LERY 1934, IS SET IN THE TOP OF
 AT1351'A CONCRETE TILE THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 AT1351'IS 180 FEET NORTHEAST OF THE NORTHEAST BANK OF A CANAL AND 1 FOOT
 AT1351'NORTHWEST OF A METAL WITNESS POST.
 AT1351'
 AT1351'REFERENCE MARK 3, A STANDARD DISK STAMPED LERY 1934 NO 3 1972, IS
 AT1351'CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE PROJECTING 18 INCHES
 AT1351'ABOVE THE GROUND SURFACE.  IT IS 180 FEET NORTHEAST OF THE
 AT1351'NORTHEAST BANK OF THE CANAL, 2 FEET EAST OF A STEEL TIE AND 2 FEET
 AT1351'NORTHWEST OF A STEEL TIE.
 AT1351'
 AT1351'REFERENCE MARK 4, A STANDARD DISK STAMPED LERY 1934 NO 4 1972, IS
 AT1351'CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE PROJECTING 18 INCHES
 AT1351'ABOVE THE GROUND SURFACE.  IT IS 60 FEET NORTHEAST OF THE NORTHEAST
 AT1351'BANK OF THE CANAL, 2 FEET NORTHWEST OF A STEEL TIE AND 2 FEET
 AT1351'SOUTHEAST OF A STEEL PIPE.
 AT1351'
 AT1351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES SSE OF
 AT1351'CARERNARVON.
 AT1351'
 AT1351'HEIGHT OF LIGHT ABOVE STATION MARK 48.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3064 ***********************************************************************
 CQ3064  DESIGNATION -  LETON
 CQ3064  PID         -  CQ3064
 CQ3064  STATE/COUNTY-  LA/WEBSTER
 CQ3064  USGS QUAD   -  LETON (1981)
 CQ3064
 CQ3064                         *CURRENT SURVEY CONTROL
 CQ3064  ___________________________________________________________________
 CQ3064* NAD 83(1992)-  32 49 23.44965(N)    093 15 05.83706(W)     ADJUSTED  
 CQ3064* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 CQ3064  ___________________________________________________________________
 CQ3064  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 CQ3064  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3064
 CQ3064  HORZ ORDER  -  SECOND
 CQ3064
 CQ3064.The horizontal coordinates were established by classical geodetic methods
 CQ3064.and adjusted by the National Geodetic Survey in September 1999..
 CQ3064
 CQ3064.The orthometric height was scaled from a topographic map.
 CQ3064
 CQ3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3064
 CQ3064.The geoid height was determined by GEOID03.
 CQ3064
 CQ3064;                    North         East     Units Scale Factor Converg.
 CQ3064;SPC LA N     -   257,838.698   929,616.579   MT  1.00003943   -0 23 50.6
 CQ3064;SPC LA N     -   845,925.80  3,049,917.06   sFT  1.00003943   -0 23 50.6
 CQ3064;UTM  15      - 3,631,713.023   476,447.772   MT  0.99960684   -0 08 11.0
 CQ3064
 CQ3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3064!SPC LA N     -   0.99998306  x   1.00003943  =   1.00002248
 CQ3064!UTM  15      -   0.99998306  x   0.99960684  =   0.99958990
 CQ3064
 CQ3064:                Primary Azimuth Mark                     Grid Az
 CQ3064:SPC LA N     -  BLACKBURN FIRE TOWER LFC                 074 35 54.8
 CQ3064:UTM  15      -  BLACKBURN FIRE TOWER LFC                 074 20 15.2
 CQ3064
 CQ3064|---------------------------------------------------------------------|
 CQ3064| PID    Reference Object                     Distance      Geod. Az  |
 CQ3064|                                                           dddmmss.s |
 CQ3064| CQ2985 BLACKBURN FIRE TOWER LFC            APPROX. 6.7 KM 0741204.2 |
 CQ3064| CQ2978 HOMER MUNICIPAL NORTH TANK          APPROX.18.0 KM 1010735.2 |
 CQ3064| CQ2982 HOMER MUNICIPAL SOUTH TANK          APPROX.18.0 KM 1011026.0 |
 CQ3064| CX6653 LETON RM 1                           78.211 METERS 14515     |
 CQ3064| CQ3022 DUTCHTOWN FIRE TOWER LFC            APPROX.14.2 KM 1751856.8 |
 CQ3064| CX6652 LETON AZ MK                                        2134854.3 |
 CQ3064| CX6654 LETON RM 2                           79.903 METERS 25323     |
 CQ3064| CQ3062 SHONGALOO FIRE TOWER LFC            APPROX.13.8 KM 3132723.4 |
 CQ3064|---------------------------------------------------------------------|
 CQ3064
 CQ3064                          SUPERSEDED SURVEY CONTROL
 CQ3064
 CQ3064  NAD 83(1992)-  32 49 23.45341(N)    093 15 05.83267(W) AD(       ) 2
 CQ3064  NAD 83(1986)-  32 49 23.46110(N)    093 15 05.82798(W) AD(       ) 2
 CQ3064  NAD 27      -  32 49 22.94600(N)    093 15 05.22200(W) AD(       ) 2
 CQ3064
 CQ3064.Superseded values are not recommended for survey control.
 CQ3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3064.See file dsdata.txt to determine how the superseded data were derived.
 CQ3064
 CQ3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7644831713(NAD 83)
 CQ3064_MARKER: DS = TRIANGULATION STATION DISK
 CQ3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3064
 CQ3064  HISTORY     - Date     Condition        Report By
 CQ3064  HISTORY     - 1950     MONUMENTED       CGS
 CQ3064
 CQ3064                          STATION DESCRIPTION
 CQ3064
 CQ3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3064'THE STATION IS LOCATED ABOUT 2.75 MILES SOUTH OF LETON AND
 CQ3064'ABOUT 0.75 MILE WEST OF THE WEBSTER-CLAIBORNE PARISH LINE ON
 CQ3064'THE SUMMIT OF A HIGH SANDY KNOLL IN A CULTIVATED FIELD ON
 CQ3064'LAND OWNED BY MR. I.B. SLACK OF SPRINGHILL.  IT IS 12 INCHES
 CQ3064'BELOW THE SURFACE OF THE GROUND AND IS STAMPED LETON 1950.
 CQ3064'
 CQ3064'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTHEAST SLOPE OF THE
 CQ3064'KNOLL ABOUT 15.0 FEET BELOW THE ELEVATION OF THE STATION.
 CQ3064'IT IS AT THE EAST EDGE OF THE FIELD.  IT PROJECTS 6 INCHES AND
 CQ3064'IS STAMPED LETON NO 1 1950.
 CQ3064'
 CQ3064'REFERENCE MARK NO. 2 IS LOCATED ON THE WEST SLOPE OF THE
 CQ3064'KNOLL ABOUT 20.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 CQ3064'8.0 FEET WEST OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 6
 CQ3064'INCHES AND IS STAMPED LETON NO 2 1950.
 CQ3064'
 CQ3064'THE AZIMUTH MARK IS 34.0 FEET NORTHEAST OF THE NORTHEAST
 CQ3064'CORNER OF A FRAME HOUSE, 18.0 FEET SOUTH OF THE CENTER OF A
 CQ3064'DIRT ROAD AND 2.0 FEET EAST OF A WITNESS POST.  IT PROJECTS
 CQ3064'6 INCHES AND IS STAMPED LETON 1950.
 CQ3064'
 CQ3064'TO REACH THE STATION FROM LETON, GO SOUTH ON STATE HIGHWAY
 CQ3064'NO. 66 FOR 3.2 MILES TO A T ROAD LEFT, TURN LEFT AND GO EAST
 CQ3064'AND NORTHEAST ON A DIRT ROAD FOR 0.8 MILE TO A FARM HOUSE ON
 CQ3064'THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE EASTERLY
 CQ3064'ON DIRT ROAD FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT LEADING
 CQ3064'TO A GRAVEL PIT, TURN LEFT AND GO NORTHEAST FOR ABOUT 0.2 MILE
 CQ3064'TO THE TOP OF KNOLL IN A CULTIVATED FIELD AND THE STATION
 CQ3064'AS DESCRIBED.
 CQ3064'
 CQ3064'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5223 ***********************************************************************
 BJ5223  DESIGNATION -  LETTSWORTH
 BJ5223  PID         -  BJ5223
 BJ5223  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5223  USGS QUAD   -  INNIS (1994)
 BJ5223
 BJ5223                         *CURRENT SURVEY CONTROL
 BJ5223  ___________________________________________________________________
 BJ5223* NAD 83(1992)-  30 55 53.75501(N)    091 42 15.91293(W)     ADJUSTED  
 BJ5223* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BJ5223  ___________________________________________________________________
 BJ5223  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ5223  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ5223
 BJ5223  HORZ ORDER  -  FIRST
 BJ5223
 BJ5223.The horizontal coordinates were established by classical geodetic methods
 BJ5223.and adjusted by the National Geodetic Survey in January 1993..
 BJ5223
 BJ5223.The orthometric height was scaled from a topographic map.
 BJ5223
 BJ5223.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5223
 BJ5223.The geoid height was determined by GEOID03.
 BJ5223
 BJ5223;                    North         East     Units Scale Factor Converg.
 BJ5223;SPC LA S     -   269,598.041   964,532.370   MT  1.00005745   -0 11 08.0
 BJ5223;SPC LA S     -   884,506.24  3,164,469.95   sFT  1.00005745   -0 11 08.0
 BJ5223;SPC MS W     -   159,499.527   568,962.590   MT  1.00016173   -0 42 17.5
 BJ5223;SPC MS W     -   523,291.36  1,866,671.43   sFT  1.00016173   -0 42 17.5
 BJ5223;SPC LA N     -    48,134.583 1,076,039.438   MT  1.00006160   +0 25 14.2
 BJ5223;SPC LA N     -   157,921.54  3,530,306.06   sFT  1.00006160   +0 25 14.2
 BJ5223;UTM  15      - 3,422,740.787   623,777.103   MT  0.99978899   +0 39 57.7
 BJ5223
 BJ5223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5223!SPC LA S     -   1.00000207  x   1.00005745  =   1.00005952
 BJ5223!SPC MS W     -   1.00000207  x   1.00016173  =   1.00016380
 BJ5223!SPC LA N     -   1.00000207  x   1.00006160  =   1.00006367
 BJ5223!UTM  15      -   1.00000207  x   0.99978899  =   0.99979105
 BJ5223
 BJ5223|---------------------------------------------------------------------|
 BJ5223| PID    Reference Object                     Distance      Geod. Az  |
 BJ5223|                                                           dddmmss.s |
 BJ5223| CW2021 LETTSWORTH RM 1                      21.590 METERS 06056     |
 BJ5223| BJ5232 LETTSWORTH 1929 RM 2                421.938 METERS 1573408.2 |
 BJ5223|---------------------------------------------------------------------|
 BJ5223
 BJ5223                          SUPERSEDED SURVEY CONTROL
 BJ5223
 BJ5223  NAD 83(1986)-  30 55 53.77252(N)    091 42 15.90710(W) AD(       ) 1
 BJ5223  NAD 27      -  30 55 53.12626(N)    091 42 15.47783(W) AD(       ) 1
 BJ5223
 BJ5223.Superseded values are not recommended for survey control.
 BJ5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5223.See file dsdata.txt to determine how the superseded data were derived.
 BJ5223
 BJ5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2377722741(NAD 83)
 BJ5223_MARKER: DS = TRIANGULATION STATION DISK
 BJ5223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5223
 BJ5223  HISTORY     - Date     Condition        Report By
 BJ5223  HISTORY     - 1929     MONUMENTED       CGS
 BJ5223  HISTORY     - 1935     GOOD             CGS
 BJ5223  HISTORY     - 1936     GOOD             LAGS
 BJ5223  HISTORY     - 1957     GOOD             CGS
 BJ5223  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ5223
 BJ5223                          STATION DESCRIPTION
 BJ5223
 BJ5223'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ5223'IN VILLAGE OF LETTSWORTH, A TOWN ON ROUTE 30, ABOUT 180 PACES
 BJ5223'SE OF RAILROAD STATION, 20 PACES SW OF RAILROAD TRACKS, AND 22
 BJ5223'PACES NW OF SECTION HOUSE YARD FENCE, IN OPEN GROUND ON LAND
 BJ5223'CLAIMED BY BOTH RAILROAD AND PLANTATION TO S.
 BJ5223'
 BJ5223'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ5223'DISKS SET IN CONCRETE.
 BJ5223'
 BJ5223'REFERENCE MARK NO. 1 IS ON N SIDE OF TRACKS OPPOSITE STATION
 BJ5223'AND 21.59 METERS (70.8 FEET) FROM STATION N 60 DEG 56 MIN E.
 BJ5223'
 BJ5223'REFERENCE MARK NO. 2 IS DOWN THE TRACKS ABOUT 50 YARDS E OF ROAD
 BJ5223'LEADING FROM HIGHWAY, AND ABOUT 1/4 MILE FROM STATION
 BJ5223'S 22 DEG 26 MIN E.
 BJ5223
 BJ5223                          STATION RECOVERY (1935)
 BJ5223
 BJ5223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BJ5223'STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED, IN
 BJ5223'GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BJ5223'
 BJ5223'REFERENCE MARK NO. 3 (1935) IS A STANDARD BRONZE DISK SET IN
 BJ5223'A 14-BY 14-BY 30-INCH CONCRETE PIER, ON STANDARD OIL COMPANY
 BJ5223'PROPERTY, 42.5 FEET NW OF W EDGE OF W RAIL OF MAIN TEXAS AND
 BJ5223'PACIFIC RAILROAD TRACK, AND 97.9 FEET SW OF SWITCH STAND,
 BJ5223'25.505 METERS (83.69 FEET) FROM STATION N 06 DEG 50 MIN W.
 BJ5223'
 BJ5223'REFERENCE MARK NO. 3 TO REFERENCE MARK NO. 1 IS 26.445 METERS
 BJ5223'(86.75 FEET) S 55 DEG 51 MIN E.
 BJ5223
 BJ5223                          STATION RECOVERY (1936)
 BJ5223
 BJ5223'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ5223'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 BJ5223'DESCRIBED.  THE FOLLOWING ADDITIONS ARE MADE--
 BJ5223'
 BJ5223'STATION IS 52.05 FEET WSW OF CENTER LINE OF TEXAS AND PACIFIC
 BJ5223'RAILROAD, AND 61.7 FEET ENE OF NE CORNER SECTION HOUSE.
 BJ5223'
 BJ5223'REFERENCE MARK NO. 3 IS 83.7 FEET N OF STATION, 45.9 FEET WSW
 BJ5223'OF CENTER LINE TEXAS AND PACIFIC RAILROAD, AND 98.1 FEET NE OF
 BJ5223'NE CORNER OF STANDARD OIL COMPANY YARD.
 BJ5223
 BJ5223                          STATION RECOVERY (1957)
 BJ5223
 BJ5223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5223'STATION AND R.M. NO. 1 AND NO. 3 WERE RECOVERED IN GOOD CONDITION.
 BJ5223'R.M. NO. 2 WAS SEARCHED FOR BUT NOT FOUND.  THE PUBLISHED
 BJ5223'DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 BJ5223'
 BJ5223'THE STATION IS LOCATED IN THE VILLAGE OF LETTSWORTH, 0.25 MILES
 BJ5223'SOUTH OF THE INTERSECTION OF HWY. NO. 1 AND THE TEXAS AND PACIFIC
 BJ5223'RAILROAD, 59.4 FEET WEST OF THE WEST RAIL OF THE RAILROAD, 61.2
 BJ5223'FEET SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 58.6 FEET SOUTH
 BJ5223'OF A TELEPHONE POLE, AND 61.5 FEET EAST OF TWO SMALL CEDAR TREES
 BJ5223'ALONG YARD FENCE IN FRONT OF HOUSE.
 BJ5223'
 BJ5223'IT IS A STANDARD DISK SET IN TOP OF A CONCRETE MONUMENT SET
 BJ5223'FLUSH WITH GROUND AND STAMPED LETTSWORTH 1929.
 BJ5223'
 BJ5223'R.M. NO. 1 IS ON NE SIDE OF TRACK OPPOSITE STATION, 86.75 FEET
 BJ5223'SE OF R.M. NO. 3 AND 70.8 FEET NE OF STATION, A STANDARD DISK
 BJ5223'STAMPED R.M. 1 1929, 6 INCHES BELOW GROUND.
 BJ5223'
 BJ5223'R.M. NO. 3 IS 83.7 FEET NORTH OF STATION AND 42.5 FEET WEST OF
 BJ5223'WEST RAIL OF MAIN TRACK, IT IS SET FLUSH WITH THE GROUND.
 BJ5223
 BJ5223                          STATION RECOVERY (1965)
 BJ5223
 BJ5223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GDS)
 BJ5223'A THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT AN EIGHT INCH
 BJ5223'GRAVEL FILL HAS BEEN ADDED TO THE SURFACE ST THE DESIGNATED
 BJ5223'LOCATION.  THE MARK HAS BEEN COVERED UP WITH THE ROCK FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5232 ***********************************************************************
 BJ5232  DESIGNATION -  LETTSWORTH 1929 RM 2
 BJ5232  PID         -  BJ5232
 BJ5232  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5232  USGS QUAD   -  INNIS (1994)
 BJ5232
 BJ5232                         *CURRENT SURVEY CONTROL
 BJ5232  ___________________________________________________________________
 BJ5232* NAD 83(1992)-  30 55 41.09084(N)    091 42 09.84866(W)     ADJUSTED  
 BJ5232* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BJ5232  ___________________________________________________________________
 BJ5232  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ5232  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ5232
 BJ5232  HORZ ORDER  -  FIRST
 BJ5232
 BJ5232.The horizontal coordinates were established by classical geodetic methods
 BJ5232.and adjusted by the National Geodetic Survey in January 1993..
 BJ5232
 BJ5232.The orthometric height was scaled from a topographic map.
 BJ5232
 BJ5232.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5232
 BJ5232.The geoid height was determined by GEOID03.
 BJ5232
 BJ5232;                    North         East     Units Scale Factor Converg.
 BJ5232;SPC LA S     -   269,207.485   964,692.114   MT  1.00005646   -0 11 04.9
 BJ5232;SPC LA S     -   883,224.89  3,164,994.04   sFT  1.00005646   -0 11 04.9
 BJ5232;UTM  15      - 3,422,352.753   623,942.590   MT  0.99978949   +0 40 00.6
 BJ5232
 BJ5232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5232!SPC LA S     -   1.00000207  x   1.00005646  =   1.00005853
 BJ5232!UTM  15      -   1.00000207  x   0.99978949  =   0.99979156
 BJ5232
 BJ5232                          SUPERSEDED SURVEY CONTROL
 BJ5232
 BJ5232  NAD 83(1986)-  30 55 41.10838(N)    091 42 09.84285(W) AD(       ) 1
 BJ5232  NAD 27      -  30 55 40.46197(N)    091 42 09.41351(W) AD(       ) 1
 BJ5232
 BJ5232.Superseded values are not recommended for survey control.
 BJ5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5232.See file dsdata.txt to determine how the superseded data were derived.
 BJ5232
 BJ5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2394322353(NAD 83)
 BJ5232_MARKER: Z = SEE DESCRIPTION
 BJ5232_SETTING: 0 = UNSPECIFIED SETTING
 BJ5232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5232
 BJ5232  HISTORY     - Date     Condition        Report By
 BJ5232  HISTORY     - 1929     MONUMENTED       CGS
 BJ5232  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5232
 BJ5232                          STATION DESCRIPTION
 BJ5232
 BJ5232'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5232'NO PREVIOUS DESCRIPTION.  THE AREA WAS SEARCHED BUT THE
 BJ5232'STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5230 ***********************************************************************
 BJ5230  DESIGNATION -  LETTSWORTH E 1930
 BJ5230  PID         -  BJ5230
 BJ5230  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5230  USGS QUAD   -  INNIS (1994)
 BJ5230
 BJ5230                         *CURRENT SURVEY CONTROL
 BJ5230  ___________________________________________________________________
 BJ5230* NAD 83(1992)-  30 58 54.86184(N)    091 41 16.68322(W)     ADJUSTED  
 BJ5230* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 BJ5230  ___________________________________________________________________
 BJ5230  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ5230  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ5230
 BJ5230  HORZ ORDER  -  FIRST
 BJ5230
 BJ5230.The horizontal coordinates were established by classical geodetic methods
 BJ5230.and adjusted by the National Geodetic Survey in January 1993..
 BJ5230
 BJ5230.The orthometric height was scaled from a topographic map.
 BJ5230
 BJ5230.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5230
 BJ5230.The geoid height was determined by GEOID03.
 BJ5230
 BJ5230;                    North         East     Units Scale Factor Converg.
 BJ5230;SPC LA S     -   275,170.918   966,122.138   MT  1.00007210   -0 10 38.4
 BJ5230;SPC LA S     -   902,789.92  3,169,685.71   sFT  1.00007210   -0 10 38.4
 BJ5230;SPC MS W     -   165,058.280   570,602.996   MT  1.00015646   -0 41 50.7
 BJ5230;SPC MS W     -   541,528.71  1,872,053.33   sFT  1.00015646   -0 41 50.7
 BJ5230;SPC LA N     -    53,723.916 1,077,570.120   MT  1.00004702   +0 25 45.6
 BJ5230;SPC LA N     -   176,259.21  3,535,327.97   sFT  1.00004702   +0 25 45.6
 BJ5230;UTM  15      - 3,428,335.163   625,283.398   MT  0.99979361   +0 40 31.7
 BJ5230
 BJ5230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5230!SPC LA S     -   1.00000190  x   1.00007210  =   1.00007400
 BJ5230!SPC MS W     -   1.00000190  x   1.00015646  =   1.00015836
 BJ5230!SPC LA N     -   1.00000190  x   1.00004702  =   1.00004892
 BJ5230!UTM  15      -   1.00000190  x   0.99979361  =   0.99979551
 BJ5230
 BJ5230:                Primary Azimuth Mark                     Grid Az
 BJ5230:SPC LA S     -  LETTSWORTH D                             223 37 41.9
 BJ5230:SPC MS W     -  LETTSWORTH D                             224 08 54.2
 BJ5230:SPC LA N     -  LETTSWORTH D                             223 01 17.9
 BJ5230:UTM  15      -  LETTSWORTH D                             222 46 31.8
 BJ5230
 BJ5230|---------------------------------------------------------------------|
 BJ5230| PID    Reference Object                     Distance      Geod. Az  |
 BJ5230|                                                           dddmmss.s |
 BJ5230| BJ5242 LETTSWORTH D                        APPROX. 3.0 KM 2232703.5 |
 BJ5230|---------------------------------------------------------------------|
 BJ5230
 BJ5230                          SUPERSEDED SURVEY CONTROL
 BJ5230
 BJ5230  NAD 83(1986)-  30 58 54.87904(N)    091 41 16.67742(W) AD(       ) 1
 BJ5230  NAD 27      -  30 58 54.23371(N)    091 41 16.25045(W) AD(       ) 1
 BJ5230
 BJ5230.Superseded values are not recommended for survey control.
 BJ5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5230.See file dsdata.txt to determine how the superseded data were derived.
 BJ5230
 BJ5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2528328335(NAD 83)
 BJ5230_MARKER: Z = SEE DESCRIPTION
 BJ5230_SETTING: 0 = UNSPECIFIED SETTING
 BJ5230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5230
 BJ5230  HISTORY     - Date     Condition        Report By
 BJ5230  HISTORY     - 1930     MONUMENTED       CGS
 BJ5230  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5230
 BJ5230                          STATION DESCRIPTION
 BJ5230
 BJ5230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5230'THE AREA WAS SEARCHED BUT THE
 BJ5230'STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0900 ***********************************************************************
 AT0900  DESIGNATION -  LEUR
 AT0900  PID         -  AT0900
 AT0900  STATE/COUNTY-  LA/ST BERNARD
 AT0900  USGS QUAD   -  NEW HARBOR ISLANDS (1951)
 AT0900
 AT0900                         *CURRENT SURVEY CONTROL
 AT0900  ___________________________________________________________________
 AT0900* NAD 83(1992)-  29 45 52.27436(N)    088 51 33.12477(W)     ADJUSTED  
 AT0900* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0900  ___________________________________________________________________
 AT0900  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AT0900  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AT0900
 AT0900  HORZ ORDER  -  SECOND
 AT0900
 AT0900.The horizontal coordinates were established by classical geodetic methods
 AT0900.and adjusted by the National Geodetic Survey in May 1994..
 AT0900
 AT0900.The orthometric height was scaled from a topographic map.
 AT0900
 AT0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0900
 AT0900.The geoid height was determined by GEOID03.
 AT0900
 AT0900;                    North         East     Units Scale Factor Converg.
 AT0900;SPC LA S     -   142,748.225 1,239,247.039   MT  0.99993420   +1 14 13.6
 AT0900;SPC LA S     -   468,333.13  4,065,762.99   sFT  0.99993420   +1 14 13.6
 AT0900;UTM  16      - 3,294,140.944   320,246.387   MT  0.99999868   -0 55 23.6
 AT0900
 AT0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0900!SPC LA S     -   1.00000390  x   0.99993420  =   0.99993810
 AT0900!UTM  16      -   1.00000390  x   0.99999868  =   1.00000258
 AT0900
 AT0900|---------------------------------------------------------------------|
 AT0900| PID    Reference Object                     Distance      Geod. Az  |
 AT0900|                                                           dddmmss.s |
 AT0900| DD7340 LEUR RM 1                            17.668 METERS 00931     |
 AT0900| DD7339 LEUR AZ MK                                         2072758.3 |
 AT0900| AT0902 ZONE 1950                            61.722 METERS 26732     |
 AT0900|---------------------------------------------------------------------|
 AT0900
 AT0900                          SUPERSEDED SURVEY CONTROL
 AT0900
 AT0900  NAD 83(1992)-  29 45 52.28102(N)    088 51 33.11488(W) AD(       ) 2
 AT0900  NAD 83(1986)-  29 45 52.27989(N)    088 51 33.11611(W) AD(       ) 2
 AT0900  NAD 27      -  29 45 51.56200(N)    088 51 33.02200(W) AD(       ) 2
 AT0900
 AT0900.Superseded values are not recommended for survey control.
 AT0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0900.See file dsdata.txt to determine how the superseded data were derived.
 AT0900
 AT0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT2024694141(NAD 83)
 AT0900_MARKER: DS = TRIANGULATION STATION DISK
 AT0900_SETTING: 0 = UNSPECIFIED SETTING
 AT0900
 AT0900  HISTORY     - Date     Condition        Report By
 AT0900  HISTORY     - 1955     MONUMENTED       CGS
 AT0900  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT0900
 AT0900                          STATION DESCRIPTION
 AT0900
 AT0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0900'ON THE EAST SIDE OF CHANDELEUR SOUND, ON THE NORTHERLY OF THE
 AT0900'CHANDELEUR ISLANDS,
 AT0900'ABOUT 19.4 MILES SOUTH OF CHANDELEUR LIGHT, ABOUT 1.0 MILE
 AT0900'NORTH OF A PASS THROUGH THE
 AT0900'ISLANDS, AT THE SOUTHEAST CORNER OF A
 AT0900'LARGE SEMICIRCULAR (ABOUT 0.5 MILE RADIUS)
 AT0900'AREA OF MANGROVE EXTENDING
 AT0900'WEST INTO CHANDELEUR SOUND, 176 METERS NORTHEAST OF THE EAST
 AT0900'END OF THE BAYOU
 AT0900'EXTENDING EAST INTO THE ISLAND ALONG THE SOUTH EDGE OF THE
 AT0900'SEMICIRCULAR AREA OF
 AT0900'MANGROVE, 54 METERS WEST OF THE MEAN HIGH WATER
 AT0900'LINE ALONG THE EAST EDGE OF THE ISLAND,
 AT0900'AND ABOUT 5 FEET ABOVE MEAN
 AT0900'HIGH WATER, ON THE HIGHEST POINT OF THE HIGHEST DUNE IN
 AT0900'THE VICINITY, A
 AT0900'LONG, LOW DUNE LYING IN AN EAST-WEST DIRECTION, A STANDARD DISK
 AT0900'STAMPED LEUR 1955
 AT0900'SET IN THE TOP OF AN 8-FOOT LENGTH OF 4-INCH FIBER
 AT0900'SOIL PIPE PROJECTING 2 FEET.
 AT0900'
 AT0900'REFERENCE MARK 1, ABOUT 1 METER LOWER THAN THE STATION IN A SANDY
 AT0900'WASH NORTH OF THE STATION IS
 AT0900'A STANDARD DISK STAMPED LEUR NO 1 SET IN THE TOP OF AN
 AT0900'8-FOOT LENGTH OF 4-INCH FIBER
 AT0900'SOIL PIPE PROJECTING 2 FEET.
 AT0900'
 AT0900'TOPOGRAPHIC STATION ZONE 1950 SERVES AS THE OTHER REFERENCE MARK.  IT
 AT0900'IS 112 METERS WEST OF THE
 AT0900'MEAN HIGH WATER LINE ALONG THE EAST SIDE OF THE
 AT0900'ISLAND, ABOUT 1 METER LOWER THAN THE
 AT0900'STATION, SOUTH OF THE WEST END
 AT0900'OF THE SAME DUNE THE STATION IS LOCATED ON, AND 2.2
 AT0900'FEET SOUTH OF A
 AT0900'WHITE-PAINTED WITNESS POST, A STANDARD TOPOGRAPHIC DISK STAMPED ZONE
 AT0900'1950.
 AT0900'
 AT0900'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH SOUTHWEST OF THE STATION, 60
 AT0900'METERS NORTH OF THE CENTER
 AT0900'OF A SAND WASH ACROSS THE ISLAND, 163 METERS NORTHEAST
 AT0900'OF THE NORTHEAST END OF A BAYOU
 AT0900'(THE FIRST LARGE BAYOU SOUTH OF THE
 AT0900'STATION), AND 76 METERS WEST OF THE MEAN HIGH
 AT0900'WATER LINE ALONG THE
 AT0900'EAST SIDE OF THE ISLAND, A STANDARD DISK STAMPED LEUR 1955 SET
 AT0900'IN THE TOP OF AN
 AT0900'8-FOOT LENGTH OF 4-INCH FIBER SOIL PIPE PROJECTING 2 FEET.
 AT0900
 AT0900                          STATION RECOVERY (1965)
 AT0900
 AT0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0900'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE ISLANDS IN THIS AREA
 AT0900'WERE CHANGED QUITE
 AT0900'A BIT BY THE STORM AND IT IS DOUBTFUL IF THE MARKS
 AT0900'STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0081 ***********************************************************************
 AT0081  DESIGNATION -  LEVEE
 AT0081  PID         -  AT0081
 AT0081  STATE/COUNTY-  LA/PLAQUEMINES
 AT0081  USGS QUAD   -  VENICE (1993)
 AT0081
 AT0081                         *CURRENT SURVEY CONTROL
 AT0081  ___________________________________________________________________
 AT0081* NAD 83(1992)-  29 16 51.54079(N)    089 20 41.07126(W)     ADJUSTED  
 AT0081* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT0081  **This station is located in a subsidence area (see below).
 AT0081  ___________________________________________________________________
 AT0081  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AT0081  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT0081  DYNAMIC HT  -           1.2   (meters)       4.    (feet)  COMP
 AT0081  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 AT0081
 AT0081  HORZ ORDER  -  SECOND
 AT0081  VERT ORDER  -  FIRST     CLASS I (See Below)
 AT0081
 AT0081.The horizontal coordinates were established by classical geodetic methods
 AT0081.and adjusted by the National Geodetic Survey in January 1993..
 AT0081
 AT0081 ** The orthometric height has not been validated since last determined
 AT0081 ** by differential leveling and should not be used for control purposes.
 AT0081 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0081 ** area with valid NAVD 88 orthometric heights.
 AT0081 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0081 ** epoch indicated which incorporates improved geoid heights for the
 AT0081 ** Southern Louisiana Subsidence area.
 AT0081 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0081.The orthometric height was scaled from a topographic map.
 AT0081.The vertical order pertains to the NGVD 29 superseded value.
 AT0081
 AT0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0081
 AT0081.The geoid height was determined by GEOID03.
 AT0081
 AT0081.The dynamic height is computed by dividing the NAVD 88
 AT0081.geopotential number by the normal gravity value computed on the
 AT0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0081.degrees latitude (g = 980.6199 gals.).
 AT0081
 AT0081.The modeled gravity was interpolated from observed gravity values.
 AT0081
 AT0081;                    North         East     Units Scale Factor Converg.
 AT0081;SPC LA S     -    88,246.575 1,193,230.900   MT  1.00000408   +0 59 39.6
 AT0081;SPC LA S     -   289,522.30  3,914,791.71   sFT  1.00000408   +0 59 39.6
 AT0081;UTM  16      - 3,241,397.309   272,209.258   MT  1.00024032   -1 08 50.2
 AT0081
 AT0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0081!SPC LA S     -   1.00000358  x   1.00000408  =   1.00000766
 AT0081!UTM  16      -   1.00000358  x   1.00024032  =   1.00024390
 AT0081
 AT0081|---------------------------------------------------------------------|
 AT0081| PID    Reference Object                     Distance      Geod. Az  |
 AT0081|                                                           dddmmss.s |
 AT0081| DD7341 LEVEE RM 2                           17.750 METERS 14031     |
 AT0081| AT1078 VENICE HUMBLE OIL CO TOWER          APPROX. 2.2 KM 2005354.2 |
 AT0081| AT1081 VENICE RADIO STA KKC 549 MAST       APPROX. 3.0 KM 2022646.6 |
 AT0081| AT1082 VENICE CONTINENTAL OIL CO MAST      APPROX. 2.5 KM 2032843.1 |
 AT0081| AT1080 VENICE FREEPORT SULPHUR MAST        APPROX. 1.8 KM 2065531.0 |
 AT0081| AT1079 VENICE RADIO STA KKG 569 TOWER      APPROX. 1.4 KM 2131513.0 |
 AT0081| AT0082 LEVEE RM 1                           16.539 METERS 32141     |
 AT0081|---------------------------------------------------------------------|
 AT0081
 AT0081                          SUPERSEDED SURVEY CONTROL
 AT0081
 AT0081  NAD 83(1986)-  29 16 51.54639(N)    089 20 41.08080(W) AD(       ) 2
 AT0081  NAD 27      -  29 16 50.74788(N)    089 20 40.89601(W) AD(       ) 2
 AT0081  NGVD 29 (??/??/??)    1.283  (m)            4.21   (f) ADJUSTED    1 1
 AT0081
 AT0081.Superseded values are not recommended for survey control.
 AT0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0081.See file dsdata.txt to determine how the superseded data were derived.
 AT0081
 AT0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7220941397(NAD 83)
 AT0081_MARKER: DS = TRIANGULATION STATION DISK
 AT0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0081_STAMPING: LEVEE 1966
 AT0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0081+STABILITY: SURFACE MOTION
 AT0081
 AT0081  HISTORY     - Date     Condition        Report By
 AT0081  HISTORY     - 1966     MONUMENTED       CGS
 AT0081  HISTORY     - 1969     MARK NOT FOUND   CGS
 AT0081  HISTORY     - 1971     GOOD             NGS
 AT0081  HISTORY     - 1971     GOOD             NGS
 AT0081
 AT0081                          STATION DESCRIPTION
 AT0081
 AT0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0081'STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF THE NORTHEAST EDGE OF
 AT0081'VENICE, 1/2 MILE
 AT0081'SOUTHEAST OF BAPTISTE COLLETTE BAYOU AND ON THE
 AT0081'SMALL SOIL LEVEE ALONG THE NORTH
 AT0081'BANK OF THE MISSISSIPPI RIVER.
 AT0081'
 AT0081'STATION MARK IS A STANDARD DISK STAMPED LEVEE 1966, SET IN THE TOP OF
 AT0081'A ROUND CONCRETE
 AT0081'MONUMENT WHICH IS 6 INCHES BELOW THE SURFACE OF THE
 AT0081'GROUND.  IT IS 71 FEET NORTHEAST OF
 AT0081'THE RIVERS EDGE, 28.4 FEET
 AT0081'SOUTHWEST OF A WITNESS POST AND 18 FEET NORTH OF A 36
 AT0081'INCH COTTONWOOD
 AT0081'TREE, AND IN THE CENTER ON THE HIGHEST POINT OF THE LEVEE.
 AT0081'
 AT0081'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LEVEE NO 1 1966,
 AT0081'CRIMPED TO THE TOP
 AT0081'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0081'THE ROD IS ENCASED IN AN ORANGEBURG
 AT0081'SOIL TILE WHICH PROJECTS 2.5
 AT0081'FEET.  IT IS 70 FEET NORTHWEST OF THE TREE AND 53 FEET
 AT0081'WEST OF THE
 AT0081'WITNESS POST.
 AT0081'
 AT0081'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LEVEE NO 2 1966,
 AT0081'CRIMPED TO THE TOP
 AT0081'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0081'THE ROD IS ENCASED IN AN ORANGEBURG
 AT0081'SOIL TILE WHICH PROJECTS 2.5
 AT0081'FEET.  IT IS 44 FEET SOUTHEAST OF THE TREE, 73 FEET
 AT0081'NORTHEAST OF THE
 AT0081'WATERS EDGE, AND 72 FEET SOUTH OF THE WITNESS POST.
 AT0081'
 AT0081'NOTE- THIS STATION CAN BE REACHED BY BOAT OR HELICOPTER.
 AT0081'
 AT0081'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AT0081
 AT0081                          STATION RECOVERY (1969)
 AT0081
 AT0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0081'THIS STATION WAS SEARCHED BY HELICOPTER AND NOT FOUND AFTER HURRICANE
 AT0081'CAMILLE.  THE RMS WERE NOT FOUND.
 AT0081
 AT0081                          STATION RECOVERY (1971)
 AT0081
 AT0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RG)
 AT0081'THE STATION MARK AND RM 1 WERE FOUND IN GOOD CONDITION BUT RM 1 IS
 AT0081'A ROD MARK THAT PROJECTS 3 FEET AND REPEAT LEVELING TO THIS MARK
 AT0081'INDICATES IT IS UNSTABLE AND NOT SUITABLE FOR USE AS A BENCH MARK.
 AT0081'DEEP ROD MARKS V 281 AND W 281 HAVE BEEN ESTABLISHED NEARBY TO
 AT0081'SERVE AS REFERENCE MARKS.  RM 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AT0081'
 AT0081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MILE
 AT0081'NORTHEAST.
 AT0081
 AT0081                          STATION RECOVERY (1971)
 AT0081
 AT0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0081'0.75 MI NE FROM VENICE.
 AT0081'ABOUT 0.75 MILE NORTHEAST AND ACROSS THE MISSISSIPPI RIVER FROM THE
 AT0081'U.S. GOVERNMENT BOAT DOCK AT VENICE, ABOUT 0.5 MILE SOUTHEAST OF THE
 AT0081'MOUTH OF   BAPTISTE COLLETTE BAYOU, ON THE NORTHEAST BANK OF THE RIVER
 AT0081'AND ON THE TOP OF A LEVEE, 41 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 AT0081'THE RIVER, 18 FEET NORTH OF A 36-INCH COTTONWOOD TREE, 54.6 FEET
 AT0081'SOUTH-EAST OF LEVEE RM 1, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST,
 AT0081'AND SET IN THE TOP OF A CONCRETE POST WHICH IS 1/2 FOOT BELOW THE
 AT0081'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0398 ***********************************************************************
 BJ0398  DESIGNATION -  LEVEE
 BJ0398  PID         -  BJ0398
 BJ0398  STATE/COUNTY-  LA/ST MARTIN
 BJ0398  USGS QUAD   -  CATAHOULA (1994)
 BJ0398
 BJ0398                         *CURRENT SURVEY CONTROL
 BJ0398  ___________________________________________________________________
 BJ0398* NAD 83(1992)-  30 07 31.20961(N)    091 39 33.91875(W)     ADJUSTED  
 BJ0398* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BJ0398  **This station is located in a subsidence area (see below).
 BJ0398  ___________________________________________________________________
 BJ0398  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ0398  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0398  DYNAMIC HT  -           5.8   (meters)      19.    (feet)  COMP
 BJ0398  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 BJ0398
 BJ0398  HORZ ORDER  -  SECOND
 BJ0398  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0398
 BJ0398.The horizontal coordinates were established by classical geodetic methods
 BJ0398.and adjusted by the National Geodetic Survey in January 1993..
 BJ0398
 BJ0398 ** The orthometric height has not been validated since last determined
 BJ0398 ** by differential leveling and should not be used for control purposes.
 BJ0398 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ0398 ** area with valid NAVD 88 orthometric heights.
 BJ0398 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0398 ** epoch indicated which incorporates improved geoid heights for the
 BJ0398 ** Southern Louisiana Subsidence area.
 BJ0398 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0398.The orthometric height was scaled from a topographic map.
 BJ0398.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0398
 BJ0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0398
 BJ0398.The geoid height was determined by GEOID03.
 BJ0398
 BJ0398.The dynamic height is computed by dividing the NAVD 88
 BJ0398.geopotential number by the normal gravity value computed on the
 BJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0398.degrees latitude (g = 980.6199 gals.).
 BJ0398
 BJ0398.The modeled gravity was interpolated from observed gravity values.
 BJ0398
 BJ0398;                    North         East     Units Scale Factor Converg.
 BJ0398;SPC LA S     -   180,204.034   968,578.844   MT  0.99992809   -0 09 47.0
 BJ0398;SPC LA S     -   591,219.40  3,177,745.76   sFT  0.99992809   -0 09 47.0
 BJ0398;UTM  15      - 3,333,432.058   629,138.764   MT  0.99980575   +0 40 22.5
 BJ0398
 BJ0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0398!SPC LA S     -   1.00000335  x   0.99992809  =   0.99993144
 BJ0398!UTM  15      -   1.00000335  x   0.99980575  =   0.99980910
 BJ0398
 BJ0398:                Primary Azimuth Mark                     Grid Az
 BJ0398:SPC LA S     -  LEVEE AZ MK                              120 42 23.5
 BJ0398:UTM  15      -  LEVEE AZ MK                              119 52 14.0
 BJ0398
 BJ0398|---------------------------------------------------------------------|
 BJ0398| PID    Reference Object                     Distance      Geod. Az  |
 BJ0398|                                                           dddmmss.s |
 BJ0398| BJ0403 LEVEE AZ MK                                        1203236.5 |
 BJ0398| BJ0399 LEVEE RM 1                           30.514 METERS 17609     |
 BJ0398| BJ5131 ST MARTINVILLE JB TAYLOR MST        APPROX.10.5 KM 2732403.3 |
 BJ0398| CW2028 LEVEE RM 2                           32.690 METERS 27618     |
 BJ0398|---------------------------------------------------------------------|
 BJ0398
 BJ0398                          SUPERSEDED SURVEY CONTROL
 BJ0398
 BJ0398  NAD 83(1986)-  30 07 31.23035(N)    091 39 33.91327(W) AD(       ) 2
 BJ0398  NAD 27      -  30 07 30.51173(N)    091 39 33.51428(W) AD(       ) 2
 BJ0398  NAVD 88 (06/15/91)    5.821  (m)           19.10   (f) UNKNOWN     1 1
 BJ0398  NGVD 29 (??/??/??)    5.822  (m)           19.10   (f) ADJUSTED    1 1
 BJ0398
 BJ0398.Superseded values are not recommended for survey control.
 BJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0398.See file dsdata.txt to determine how the superseded data were derived.
 BJ0398
 BJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2913933432(NAD 83)
 BJ0398_MARKER: DS = TRIANGULATION STATION DISK
 BJ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0398_SP_SET: CONCRETE POST
 BJ0398_STAMPING: LEVEE 1969
 BJ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0398+STABILITY: SURFACE MOTION
 BJ0398
 BJ0398  HISTORY     - Date     Condition        Report By
 BJ0398  HISTORY     - 1969     MONUMENTED       CGS
 BJ0398  HISTORY     - 1971     GOOD             USGS
 BJ0398  HISTORY     - 1976     GOOD             NGS
 BJ0398
 BJ0398                          STATION DESCRIPTION
 BJ0398
 BJ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ0398'THE STATION IS LOCATED ABOUT 10 MILES EAST OF ST MARTINSVILLE, 6-1/2
 BJ0398'MILES NORTHEAST OF LOREAUVILLE, 6-1/2 MILES SOUTH-SOUTHEAST OF
 BJ0398'CATAHOULA ON LAND OWNED BY THE ATCHAFALAYA BASIN LEVEE BOARD.
 BJ0398'
 BJ0398'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 31 AND
 BJ0398'96 IN ST MARTINSVILLE, GO EAST ON STATE HIGHWAY 96 FOR 1.7 MILE TO
 BJ0398'THE JUNCTION WITH STATE HIGHWAY 345.  CONTINUE AHEAD NORTHEAST ON
 BJ0398'STATE HIGHWAY 96 FOR 0.55 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT
 BJ0398'AND GO EAST ON PAVED ROAD FOR 3.8 MILES TO THE JUNCTION WITH STATE
 BJ0398'HIGHWAY 679.  TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 679 FOR
 BJ0398'1.25 MILE TO A FORK AND JUNCTION STATE HIGHWAY 3083.  TAKE LEFT
 BJ0398'FORK AND GO EAST AND SOUTH ON STATE HIGHWAY 3083 FOR 0.8 MILE TO
 BJ0398'WHERE MAIN ROAD TURNS LEFT AND A GRAVELED ROAD STRAIGHT AHEAD.  TURN
 BJ0398'LEFT AND GO EAST AND NORTHEAST ON MAIN ROAD FOR 1.15 MILE TO A
 BJ0398'SIDE ROAD RIGHT JUST AFTER CROSSING A BRIDGE.  CONTINUE AHEAD
 BJ0398'EASTERLY ON PAVED ROAD FOR 2.2 MILES TO THE EAST END OF BRIDGE
 BJ0398'OVER A CANAL AND END OF PAVEMENT.  TURN RIGHT AND GO SOUTHEAST ON
 BJ0398'GRAVELED ROAD FOR 2.0 MILES TO BENCH MARK V 240 ON THE RIGHT.
 BJ0398'CONTINUE EAST ON GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE
 BJ0398'LEFT.
 BJ0398'
 BJ0398'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON GRAVELED
 BJ0398'ROAD FOR 1.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BJ0398'
 BJ0398'THE STATION MARK IS A STANDARD DISK, STAMPED LEVEE 1969, SET IN THE
 BJ0398'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ0398'THE SURFACE OF THE GROUND.  IT IS 92 FEET NORTH OF THE NORTHEAST
 BJ0398'CORNER OF A SMALL CABIN, 42 FEET SOUTH OF THE CENTER OF THE TOP OF
 BJ0398'THE LEVEE AND 41 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 BJ0398'
 BJ0398'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEVEE NO 1 1969, SET IN
 BJ0398'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ0398'INCHES.  IT IS 55 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 36
 BJ0398'FEET EAST OF THE NORTHEAST CORNER OF THE SMALL CABIN AND 3.7 FEET
 BJ0398'NORTHWEST OF A FENCE CORNER POST.
 BJ0398'
 BJ0398'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEVEE NO 2 1969, SET IN
 BJ0398'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ0398'INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 BJ0398'36 FEET SOUTH OF THE CENTER OF THE TOP OF THE LEVEE.
 BJ0398'
 BJ0398'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LEVEE 1969, SET IN THE
 BJ0398'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ0398'INCHES.  IT IS 42 FEET SOUTH OF THE CENTER OF THE TOP OF THE LEVEE
 BJ0398'AND 31 FEET NORTH-NORTHEAST OF THE CENTER OF THE GRAVELED ROAD AND 2
 BJ0398'FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ0398'
 BJ0398'BENCH MARK V 240 IS A STANDARD USC AND GS BENCH MARK DISK, STAMPED V
 BJ0398'240 1966, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ0398'THAT PROJECTS 6 INCHES.  IT IS 227 FEET WEST-SOUTHWEST OF THE
 BJ0398'GRAVELED ROAD, 53 FEET SOUTHEAST OF A METAL BUILDING, 22 FEET
 BJ0398'EAST-NORTHEAST OF THE EDGE OF A CANAL AND 1 FOOT NORTHWEST OF A METAL
 BJ0398'WITNESS POST WITH A SIGN ATTACHED.
 BJ0398'
 BJ0398'HEIGHT OF LIGHT ABOVE STATION MARK 30.0 METERS.
 BJ0398
 BJ0398                          STATION RECOVERY (1971)
 BJ0398
 BJ0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 BJ0398'LEVEE AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 BJ0398'DISTANCES AND DIRECTIONS CHECKED O. K.
 BJ0398'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ0398
 BJ0398                          STATION RECOVERY (1976)
 BJ0398
 BJ0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0398'18.5 MI SOUTH FROM HENDERSON.
 BJ0398'18.5 MILES SOUTH ALONG THE WEST ATCHAFALAYA BASIN PROTECTION
 BJ0398'LEVEE ROAD FROM THE EAST BOUND LANES OF THE INTERSTATE HIGHWAY 10
 BJ0398'OVERPASS AT HENDERSON, 43 FT SOUTH OF THE TOP OF THE LEVEE, 41.6 FT
 BJ0398'NORTH OF THE CENTER LINE OF THE LEVEE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4285 ***********************************************************************
 BJ4285  DESIGNATION -  LEVEE
 BJ4285  PID         -  BJ4285
 BJ4285  STATE/COUNTY-  LA/JEFFERSON
 BJ4285  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4285
 BJ4285                         *CURRENT SURVEY CONTROL
 BJ4285  ___________________________________________________________________
 BJ4285* NAD 83(1992)-  30 02 23.41461(N)    090 14 14.18721(W)     ADJUSTED  
 BJ4285* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BJ4285  **This station is located in a subsidence area (see below).
 BJ4285  ___________________________________________________________________
 BJ4285  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ4285  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4285
 BJ4285  HORZ ORDER  -  FIRST
 BJ4285
 BJ4285.The horizontal coordinates were established by classical geodetic methods
 BJ4285.and adjusted by the National Geodetic Survey in January 1993..
 BJ4285
 BJ4285 ** The orthometric height has not been validated since last determined
 BJ4285 ** by differential leveling and should not be used for control purposes.
 BJ4285 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4285 ** area with valid NAVD 88 orthometric heights.
 BJ4285 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4285 ** epoch indicated which incorporates improved geoid heights for the
 BJ4285 ** Southern Louisiana Subsidence area.
 BJ4285 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4285.The orthometric height was scaled from a topographic map.
 BJ4285
 BJ4285.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4285
 BJ4285.The geoid height was determined by GEOID03.
 BJ4285
 BJ4285;                    North         East     Units Scale Factor Converg.
 BJ4285;SPC LA S     -   171,187.707 1,105,702.964   MT  0.99992598   +0 32 53.0
 BJ4285;SPC LA S     -   561,638.34  3,627,627.14   sFT  0.99992598   +0 32 53.0
 BJ4285;UTM  15      - 3,326,416.522   766,403.884   MT  1.00047571   +1 23 01.8
 BJ4285
 BJ4285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4285!SPC LA S     -   1.00000398  x   0.99992598  =   0.99992996
 BJ4285!UTM  15      -   1.00000398  x   1.00047571  =   1.00047969
 BJ4285
 BJ4285:                Primary Azimuth Mark                     Grid Az
 BJ4285:SPC LA S     -  NEW ORLEANS LOW FREQ RAD C MST           146 50 10.9
 BJ4285:UTM  15      -  NEW ORLEANS LOW FREQ RAD C MST           146 00 02.1
 BJ4285
 BJ4285|---------------------------------------------------------------------|
 BJ4285| PID    Reference Object                     Distance      Geod. Az  |
 BJ4285|                                                           dddmmss.s |
 BJ4285| AU2776 NEW ORLEANS LOW FREQ RAD C MST      APPROX. 7.0 KM 1472303.9 |
 BJ4285| AU2786 JEFFERSON PARISH DISPOSAL STK       APPROX. 7.2 KM 1594508.0 |
 BJ4285| CW2025 LEVEE AZ MK                                        1863555.1 |
 BJ4285| CW2026 LEVEE RM 1                           34.518 METERS 24424     |
 BJ4285| CW2027 LEVEE RM 2                           43.791 METERS 32013     |
 BJ4285|---------------------------------------------------------------------|
 BJ4285
 BJ4285                          SUPERSEDED SURVEY CONTROL
 BJ4285
 BJ4285  NAD 83(1986)-  30 02 23.43057(N)    090 14 14.18555(W) AD(       ) 1
 BJ4285  NAD 27      -  30 02 22.70382(N)    090 14 13.91043(W) AD(       ) 1
 BJ4285
 BJ4285.Superseded values are not recommended for survey control.
 BJ4285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4285.See file dsdata.txt to determine how the superseded data were derived.
 BJ4285
 BJ4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6640426417(NAD 83)
 BJ4285_MARKER: DS = TRIANGULATION STATION DISK
 BJ4285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4285
 BJ4285  HISTORY     - Date     Condition        Report By
 BJ4285  HISTORY     - 1953     MONUMENTED       CGS
 BJ4285  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ4285
 BJ4285                          STATION DESCRIPTION
 BJ4285
 BJ4285'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4285'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF KENNER, ON THE
 BJ4285'CENTER AND HIGHEST PART OF THE LEVEE, 160 FEET NORTHEAST OF
 BJ4285'THE NORTH END OF WILLIAMS BOULEVARD AND 100 FEET SOUTH OF THE
 BJ4285'SOUTH EDGE OF THE LAKE.  IT PROJECTS 5 INCHES AND IS STAMPED
 BJ4285'LEVEE 1953.
 BJ4285'
 BJ4285'REFERENCE MARK NO. 1 IS 175 FEET SOUTH OF THE SOUTH EDGE OF
 BJ4285'THE LAKE, 85 FEET NORTH NORTHEAST OF THE NORTH END OF WILLIAMS
 BJ4285'BOULEVARD AND 60 FEET NORTH OF THE SOUTH EDGE OF THE LEVEE.
 BJ4285'IT IS 3 FEET BELOW THE LEVEL OF THE STATION, IT PROJECTS 4
 BJ4285'INCHES AND IS STAMPED LEVEE NO 1 1953.
 BJ4285'
 BJ4285'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE SOUTH EDGE OF
 BJ4285'THE LAKE AND IT IS 3 FEET BELOW THE LEVEL OF THE STATION.
 BJ4285'IT PROJECTS 3 INCHES AND IS STAMPED LEVEE NO 2 1953.
 BJ4285'
 BJ4285'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 159.85 FEET.
 BJ4285'
 BJ4285'THE AZIMUTH MARK IS 56 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 BJ4285'TO THE J.M. RANCH, 28 FEET NORTHWEST OF THE CENTER OF A BRIDGE
 BJ4285'AND 17 FEET WEST OF THE CENTER OF WILLIAMS BOULEVARD.  IT
 BJ4285'PROJECTS 3 INCHES AND IS STAMPED LEVEE 1953.
 BJ4285'
 BJ4285'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KENNER GO NORTH
 BJ4285'ON WILLIAMS BLVD. FOR 3.6 MILES TO THE AZIMUTH MARK ON THE LEFT
 BJ4285'AS DESCRIBED, CONTINUE NORTH ON WILLIAMS BLVD. TO THE LEVEE
 BJ4285'AND THE STATION AS DESCRIBED.
 BJ4285
 BJ4285                          STATION RECOVERY (1955)
 BJ4285
 BJ4285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4285'THE STATION WAS VISITED 4-12-55.  THE STATION SURFACE MARK,
 BJ4285'AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND 2 WERE DESTROYED.
 BJ4285'THE SUB-SURFACE MARK WAS FOUND IN GOOD CONDITION UNDER A 7 FOOT
 BJ4285'FILL ON THE TOP OF THE LEVEE.  A NEW STATION WAS ESTABLISHED,
 BJ4285'LEVEE 2 1955, SOUTHWEST OF THE STATION AND ABOUT ON LINE WITH
 BJ4285'THE SOUTH ONE OF THE TWO W.W.L. RADIO MASTS.  THE DISTANCE
 BJ4285'BETWEEN THE TWO STATIONS WAS COMPUTED FROM A SHORT BASE
 BJ4285'MEASURED AT LEVEE 2.  THE UNDERGROUND MARK FOR THE STATION WAS
 BJ4285'LEFT AS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5262 ***********************************************************************
 BJ5262  DESIGNATION -  LEVEE
 BJ5262  PID         -  BJ5262
 BJ5262  STATE/COUNTY-  LA/ST LANDRY
 BJ5262  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ5262
 BJ5262                         *CURRENT SURVEY CONTROL
 BJ5262  ___________________________________________________________________
 BJ5262* NAD 83(1992)-  30 39 16.25718(N)    091 45 04.73196(W)     ADJUSTED  
 BJ5262* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BJ5262  ___________________________________________________________________
 BJ5262  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5262  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ5262
 BJ5262  HORZ ORDER  -  FIRST
 BJ5262
 BJ5262.The horizontal coordinates were established by classical geodetic methods
 BJ5262.and adjusted by the National Geodetic Survey in January 1993..
 BJ5262
 BJ5262.The orthometric height was scaled from a topographic map.
 BJ5262
 BJ5262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5262
 BJ5262.The geoid height was determined by GEOID03.
 BJ5262
 BJ5262;                    North         East     Units Scale Factor Converg.
 BJ5262;SPC LA S     -   238,893.968   959,938.296   MT  0.99999064   -0 12 32.4
 BJ5262;SPC LA S     -   783,771.29  3,149,397.56   sFT  0.99999064   -0 12 32.4
 BJ5262;UTM  15      - 3,391,979.405   619,639.273   MT  0.99977657   +0 38 12.2
 BJ5262
 BJ5262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5262!SPC LA S     -   1.00000210  x   0.99999064  =   0.99999274
 BJ5262!UTM  15      -   1.00000210  x   0.99977657  =   0.99977867
 BJ5262
 BJ5262:                Primary Azimuth Mark                     Grid Az
 BJ5262:SPC LA S     -  LEVEE AZ MK                              005 19 34.8
 BJ5262:UTM  15      -  LEVEE AZ MK                              004 28 50.2
 BJ5262
 BJ5262|---------------------------------------------------------------------|
 BJ5262| PID    Reference Object                     Distance      Geod. Az  |
 BJ5262|                                                           dddmmss.s |
 BJ5262| CW2022 LEVEE AZ MK                                        0050702.4 |
 BJ5262| BJ5259 MELVILLE MUNICIPAL TANK             APPROX. 4.2 KM 0104614.5 |
 BJ5262| CW2023 LEVEE RM 1                           42.297 METERS 01048     |
 BJ5262| CW2024 LEVEE RM 2                           39.630 METERS 17759     |
 BJ5262|---------------------------------------------------------------------|
 BJ5262
 BJ5262                          SUPERSEDED SURVEY CONTROL
 BJ5262
 BJ5262  NAD 83(1986)-  30 39 16.27653(N)    091 45 04.72700(W) AD(       ) 1
 BJ5262  NAD 27      -  30 39 15.60200(N)    091 45 04.32100(W) AD(       ) 1
 BJ5262
 BJ5262.Superseded values are not recommended for survey control.
 BJ5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5262.See file dsdata.txt to determine how the superseded data were derived.
 BJ5262
 BJ5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1963991979(NAD 83)
 BJ5262_MARKER: DS = TRIANGULATION STATION DISK
 BJ5262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5262
 BJ5262  HISTORY     - Date     Condition        Report By
 BJ5262  HISTORY     - 1935     MONUMENTED       CGS
 BJ5262  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5262  HISTORY     - 1963     MARK NOT FOUND   LASCC
 BJ5262
 BJ5262                          STATION DESCRIPTION
 BJ5262
 BJ5262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5262'ABOUT 2.8 MILES BY ROAD S OF MELVILLE AND 8.3 MILES BY ROAD
 BJ5262'N OF THE ATCHAFALAYA RIVER BRIDGE, ON STATE ROUTE 7, ON
 BJ5262'THE WEST LEVEE OF THE ATCHAFALAYA RIVER, 0.1 MILE N OF MILEPOST
 BJ5262'39 ON THE TOP OF THE LEVEE, 20 FEET W OF THE E EDGE OF THE
 BJ5262'LEVEE, E OF A SMALL GROUP OF FARM BUILDINGS, AND 90 YARDS
 BJ5262'S OF STATION 1950-00 (U.S.E.).
 BJ5262'
 BJ5262'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 BJ5262'THE MARK IS SET FLUSH
 BJ5262'WITH THE SURFACE OF THE GROUND.
 BJ5262'
 BJ5262'REFERENCE MARK NO. 1, IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BJ5262'IT IS SET FLUSH WITH THE SURFACE
 BJ5262'AND IS ON THE HIGHEST POINT OF THE LEVEE 138.85 FEET (42.32
 BJ5262'METERS) FROM THE STATION N 10 DEG 48 MIN E.
 BJ5262'
 BJ5262'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5262'SET FLUSH WITH THE SURFACE, IS ON THE HIGHEST
 BJ5262'POINT OF THE LEVEE 267.19 FEET (81.44 METERS) FROM REFERENCE
 BJ5262'MARK NO. 1 AND 130.05 FEET (39.64 METERS) FROM THE STATION
 BJ5262'S 02 DEG 01 MIN E.
 BJ5262'
 BJ5262'THE AZIMUTH MARK, A STANDARD BRONZE DISK
 BJ5262'SET FLUSH WITH SURFACE, IS ON THE HIGHEST POINT
 BJ5262'OF THE LEVEE 35 FEET S OF THE RAMP FROM THE ROAD TO THE
 BJ5262'TOP OF THE LEVEE AND APPROXIMATELY 0.3 MILE FROM THE STATION
 BJ5262'N 05 DEG 07 MIN E.
 BJ5262
 BJ5262                          STATION RECOVERY (1957)
 BJ5262
 BJ5262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5262'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 BJ5262'MARK WERE NOT RECOVERED.  THE PUBLISHED DESCRIPTION IS INADEQUATE
 BJ5262'FOR PRESENT DAY RECOVERY AS A LARGE AMOUNT OF DIRT HAS BEEN
 BJ5262'ADDED TO THE TOP OF THE LEVEE IN RECENT YEARS.  FROM LOCAL
 BJ5262'INFORMATION, THE MARKS ARE APPROXIMATELY 4 FEET UNDERGROUND.
 BJ5262
 BJ5262                          STATION RECOVERY (1963)
 BJ5262
 BJ5262'RECOVERY NOTE BY LA CONSERVATION COMM 1963
 BJ5262'RECOVERED BY LA. ASCS STATE OFFICE.
 BJ5262'
 BJ5262'STATION NOT FOUND.  A NEW LEVEE HAS BEEN CONSTRUCTED WEST
 BJ5262'OF OLD LEVEE, WITH THE DIRT FROM OLD LEVEE BEING USED IN
 BJ5262'NEW LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3130 ***********************************************************************
 CQ3130  DESIGNATION -  LEVEE
 CQ3130  PID         -  CQ3130
 CQ3130  STATE/COUNTY-  LA/BOSSIER
 CQ3130  USGS QUAD   -  BOSSIER POINT (1972)
 CQ3130
 CQ3130                         *CURRENT SURVEY CONTROL
 CQ3130  ___________________________________________________________________
 CQ3130* NAD 83(1992)-  32 15 57.90172(N)    093 28 55.35506(W)     ADJUSTED  
 CQ3130* NAVD 88     -        48.0    (meters)     157.     (feet)  VERTCON   
 CQ3130  ___________________________________________________________________
 CQ3130  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CQ3130  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3130
 CQ3130  HORZ ORDER  -  SECOND
 CQ3130
 CQ3130.The horizontal coordinates were established by classical geodetic methods
 CQ3130.and adjusted by the National Geodetic Survey in January 1993..
 CQ3130
 CQ3130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3130
 CQ3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3130
 CQ3130.The geoid height was determined by GEOID03.
 CQ3130
 CQ3130;                    North         East     Units Scale Factor Converg.
 CQ3130;SPC LA N     -   196,235.153   907,480.104   MT  0.99993316   -0 31 09.1
 CQ3130;SPC LA N     -   643,814.83  2,977,290.97   sFT  0.99993316   -0 31 09.1
 CQ3130;UTM  15      - 3,570,031.653   454,600.206   MT  0.99962542   -0 15 26.4
 CQ3130
 CQ3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3130!SPC LA N     -   0.99999653  x   0.99993316  =   0.99992969
 CQ3130!UTM  15      -   0.99999653  x   0.99962542  =   0.99962195
 CQ3130
 CQ3130|---------------------------------------------------------------------|
 CQ3130| PID    Reference Object                     Distance      Geod. Az  |
 CQ3130|                                                           dddmmss.s |
 CQ3130| CX6657 LEVEE RM 1                            8.046 METERS 08356     |
 CQ3130| CX6655 LEVEE AZ MK                                        1261217.6 |
 CQ3130| CX6656 LEVEE AZ MK 2                                      1485642.9 |
 CQ3130| CQ3129 LEVEE RM 2                           19.347 METERS 17220     |
 CQ3130|---------------------------------------------------------------------|
 CQ3130
 CQ3130                          SUPERSEDED SURVEY CONTROL
 CQ3130
 CQ3130  NAD 83(1986)-  32 15 57.91496(N)    093 28 55.34885(W) AD(       ) 2
 CQ3130  NAD 27      -  32 15 57.34874(N)    093 28 54.71998(W) AD(       ) 2
 CQ3130  NGVD 29 (07/19/86)   48.1    (m)          158.     (f) VERT ANG       
 CQ3130
 CQ3130.Superseded values are not recommended for survey control.
 CQ3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3130.See file dsdata.txt to determine how the superseded data were derived.
 CQ3130
 CQ3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5460070032(NAD 83)
 CQ3130_MARKER: DD = SURVEY DISK
 CQ3130_SETTING: 0 = UNSPECIFIED SETTING
 CQ3130
 CQ3130  HISTORY     - Date     Condition        Report By
 CQ3130  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3130  HISTORY     - 20020511 MARK NOT FOUND   USPSQD
 CQ3130
 CQ3130                          STATION DESCRIPTION
 CQ3130
 CQ3130'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3130'THE STATION IS LOCATED 18.40 MILES SOUTH OF BOSSIER CITY LIMITS
 CQ3130'AND 4.25 MILES NORTH OF STATE HIGHWAY 4 - U.S. HIGHWAY 71 AND
 CQ3130'ON PROPERTY OWNED BY U.S. GOVERNMENT.  IT IS 37.70 FEET EAST OF
 CQ3130'A FENCE ON WEST SIDE OF LEVEE, 30.50 FEET WEST OF EAST FENCE BY
 CQ3130'LEVEE, 450.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY 71, 165.0
 CQ3130'FEET SOUTH OF FIELD ROAD ON TO LEVEE FROM U.S. HIGHWAY 71, AND
 CQ3130'32.65 FEET WEST OF A METAL WITNESS POST IN FENCE.  IT IS A
 CQ3130'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3130'SURVEY DISK, STAMPED LEVEE 1969 AND FLUSH WITH THE GROUND.
 CQ3130'
 CQ3130'REFERENCE MARK NO. 1 IS 26.40 FEET EAST OF THE STATION.  IT IS
 CQ3130'3.50 FEET WEST OF EAST FENCE BY LEVEE, 60.90 FEET EAST OF WEST
 CQ3130'FENCE, 165.0 FEET SOUTH OF DRIVE TO LEVEE, 26.20 FEET EAST OF
 CQ3130'CENTER OF LEVEE AND 5.80 FEET WEST OF A METAL WITNESS POST.  IT
 CQ3130'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 CQ3130'GEODETIC SURVEY DISK STAMPED R.M. NO. 1 LEVEE 1969, PROJECTING
 CQ3130'2 INCHES.
 CQ3130'
 CQ3130'REFERENCE MARK NO. 2 IS 63.48 FEET SOUTH OF THE STATION.  IT
 CQ3130'IS 1.00 FEET EAST OF THE CENTER OF THE LEVEE, 28.50 FEET WEST OF
 CQ3130'THE EAST FENCE BY LEVEE, 37.50 FEET EAST OF WEST FENCE BY LEVEE,
 CQ3130'250.0 FEET SOUTH OF CENTER OF DRIVE TO LEVEE FROM U.S. HIGHWAY
 CQ3130'71.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 CQ3130'GEODETIC SURVEY DISK STAMPED R.M. NO. 2 LEVEE 1969, AND FLUSH
 CQ3130'WITH THE GROUND.
 CQ3130'
 CQ3130'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 68.15
 CQ3130'FEET.
 CQ3130'
 CQ3130'THE AZIMUTH MARK IS 0.85 MILE SOUTHEAST OF THE STATION.  IT IS
 CQ3130'1.60 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 2.15 FEET
 CQ3130'NORTH OF NORTH POST ON LEVEE GATE, 30.60 FEET SOUTHEAST OF CENTER
 CQ3130'OF DRIVE TO HOUSE, 91.70 FEET EAST-SOUTHEAST OF WEST END OF
 CQ3130'RAILROAD OVERPASS ON U.S. HIGHWAY 71, 71.40 FEET WEST OF CENTER
 CQ3130'OF U.S. HIGHWAY 71, AND 11.70 FEET EAST OF CENTER OF LEVEE.
 CQ3130'
 CQ3130'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ON
 CQ3130'U.S. HIGHWAY 71 FOR 0.85 MILE TO MARK ON RIGHT NEAR RAILROAD
 CQ3130'OVERPASS.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3130'U.S. COAST AND GEODETIC SURVEY DISK, STAMPED AZ.MK. LEVEE 1969,
 CQ3130'PROJECTING 2 INCHES.
 CQ3130'
 CQ3130'AZIMUTH MARK 2 IS 0.64 MILE SOUTH OF THE STATION.  IT IS 2.60
 CQ3130'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, 2.20 FEET NORTHWEST
 CQ3130'OF NORTH POST ON GATE TO LEVEE, 6.90 FEET NORTH OF CENTER OF
 CQ3130'LEVEE, 14.50 FEET NORTH OF SOUTH POST ON GATE TO LEVEE, 58.90
 CQ3130'FEET SOUTHWEST OF CENTER OF U.S. HIGHWAY 71, 1.60 FEET WEST OF
 CQ3130'A FENCE, AND 95.80 FEET WEST OF JUNCTION OF U.S. HIGHWAY 71
 CQ3130'AND LEVEE.
 CQ3130'
 CQ3130'TO REACH AZIMUTH MARK 2 FROM STATION, DRIVE SOUTH ALONG
 CQ3130'U.S. HIGHWAY 71 FOR 0.64 MILE TO MARK SET ON RIGHT NEAR LEVEE.  IT
 CQ3130'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3130'SURVEY DISK STAMPED AZ.MK. NO. 2 LEVEE 1969, PROJECTING 2 INCHES.
 CQ3130'
 CQ3130'TO REACH THE STATION FROM THE CITY LIMITS OF BOSSIER CITY,
 CQ3130'FOLLOW U.S. HIGHWAY 71 SOUTH FOR 18.40 MILES.  STATION IS SET
 CQ3130'ON RIGHT ON LEVEE.  STATION IS ALSO 4.25 MILES NORTH OF MOORES
 CQ3130'GROCERY AT INTERSECTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 4.
 CQ3130
 CQ3130                          STATION RECOVERY (2002)
 CQ3130
 CQ3130'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3869 ***********************************************************************
 BJ3869  DESIGNATION -  LEVEE 2 RESET
 BJ3869  PID         -  BJ3869
 BJ3869  STATE/COUNTY-  LA/JEFFERSON
 BJ3869  USGS QUAD   -  INDIAN BEACH (1992)
 BJ3869
 BJ3869                         *CURRENT SURVEY CONTROL
 BJ3869  ___________________________________________________________________
 BJ3869* NAD 83(1992)-  30 02 21.53958(N)    090 14 20.42247(W)     ADJUSTED  
 BJ3869* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 BJ3869  **This station is located in a subsidence area (see below).
 BJ3869  ___________________________________________________________________
 BJ3869  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ3869  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ3869  DYNAMIC HT  -          -1.2   (meters)      -4.    (feet)  COMP
 BJ3869  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 BJ3869
 BJ3869  HORZ ORDER  -  SECOND
 BJ3869  VERT ORDER  -  THIRD (See Below)
 BJ3869
 BJ3869.The horizontal coordinates were established by classical geodetic methods
 BJ3869.and adjusted by the National Geodetic Survey in January 1993..
 BJ3869
 BJ3869 ** The orthometric height has not been validated since last determined
 BJ3869 ** by differential leveling and should not be used for control purposes.
 BJ3869 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ3869 ** area with valid NAVD 88 orthometric heights.
 BJ3869 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3869 ** epoch indicated which incorporates improved geoid heights for the
 BJ3869 ** Southern Louisiana Subsidence area.
 BJ3869 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3869.The orthometric height was scaled from a topographic map.
 BJ3869.The vertical order pertains to the NGVD 29 superseded value.
 BJ3869
 BJ3869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3869
 BJ3869.The geoid height was determined by GEOID03.
 BJ3869
 BJ3869.The dynamic height is computed by dividing the NAVD 88
 BJ3869.geopotential number by the normal gravity value computed on the
 BJ3869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3869.degrees latitude (g = 980.6199 gals.).
 BJ3869
 BJ3869.The modeled gravity was interpolated from observed gravity values.
 BJ3869
 BJ3869;                    North         East     Units Scale Factor Converg.
 BJ3869;SPC LA S     -   171,128.381 1,105,536.486   MT  0.99992597   +0 32 49.8
 BJ3869;SPC LA S     -   561,443.70  3,627,080.95   sFT  0.99992597   +0 32 49.8
 BJ3869;UTM  15      - 3,326,354.740   766,238.198   MT  1.00047462   +1 22 58.6
 BJ3869
 BJ3869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3869!SPC LA S     -   1.00000431  x   0.99992597  =   0.99993028
 BJ3869!UTM  15      -   1.00000431  x   1.00047462  =   1.00047894
 BJ3869
 BJ3869|---------------------------------------------------------------------|
 BJ3869| PID    Reference Object                     Distance      Geod. Az  |
 BJ3869|                                                           dddmmss.s |
 BJ3869| BJ4299 DI ST USE 1972                       39.460 METERS 00714     |
 BJ3869| BJ1303 LEVEE 2 RM 3                         39.521 METERS 00724     |
 BJ3869| BJ4285 LEVEE                               176.746 METERS 07056     |
 BJ3869| BJ4294 POINT A                             120.032 METERS 14053     |
 BJ3869| BJ4283 RADIO STATION WWL SOUTH MAST        464.383 METERS 2505459.8 |
 BJ3869| BJ4284 RADIO STATION WWL NORTH MAST        439.271 METERS 2672642.0 |
 BJ3869| BJ1302 LEVEE 2 RM 4                         28.882 METERS 27744     |
 BJ3869| BJ2828 LEVEE 3                              81.204 METERS 35025     |
 BJ3869|---------------------------------------------------------------------|
 BJ3869
 BJ3869                          SUPERSEDED SURVEY CONTROL
 BJ3869
 BJ3869  NAD 83(1986)-  30 02 21.55561(N)    090 14 20.42069(W) AD(       ) 2
 BJ3869  NAD 27      -  30 02 20.82892(N)    090 14 20.14558(W) AD(       ) 2
 BJ3869  NGVD 29 (05/04/93)   -1.09   (m)           -3.6    (f) LEVELING    3  
 BJ3869
 BJ3869.Superseded values are not recommended for survey control.
 BJ3869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3869.See file dsdata.txt to determine how the superseded data were derived.
 BJ3869
 BJ3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6623826355(NAD 83)
 BJ3869_MARKER: DS = TRIANGULATION STATION DISK
 BJ3869_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3869_SP_SET: COPPER-CLAD STEEL ROD
 BJ3869_STAMPING: LEVEE 2 1955 1964 1972
 BJ3869_MARK LOGO: NGS   
 BJ3869_PROJECTION: FLUSH
 BJ3869_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3869_ROD/PIPE-DEPTH: 34.1 meters
 BJ3869
 BJ3869  HISTORY     - Date     Condition        Report By
 BJ3869  HISTORY     - 1972     MONUMENTED       NGS
 BJ3869  HISTORY     - 1974     GOOD             NGS
 BJ3869  HISTORY     - 1984     GOOD             LA-051
 BJ3869  HISTORY     - 19880120 SEE DESCRIPTION  LADTD
 BJ3869
 BJ3869                          STATION DESCRIPTION
 BJ3869
 BJ3869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BJ3869'THE STATION WAS VISITED 7-13-72 AND REFERENCE MARK NO. 4 WAS
 BJ3869'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND
 BJ3869'DESTROYED.  THE STATION DISK WHICH WAS CRIMPED AN A COPPER
 BJ3869'WELD ROD WAS DAMAGED AND THE ROD WAS BENT.  THE ROD WAS
 BJ3869'STRAIGHTENED AND A NEW DISK CRIMPED ON THE ROD.  ITS POSITION WAS
 BJ3869'CHECK BY THE DIRECTION FROM THE WWL RADIO MAST AND THE DISTANCE
 BJ3869'FROM REFERENCE MARK NO. 4 AND CHECKED SATISFACTORLY.  DI ST
 BJ3869'(USE) 1969 WAS USED AS A REFERENCE MARK.  LEVEE 3 1972
 BJ3869'ESTABLISHED BY THE TRIANGULATION PARTY IN THE AREA AT THIS
 BJ3869'TIME WAS TRAVERSED TO AT THIS DATE.  A NEW DESCRIPTION
 BJ3869'FOLLOWS--
 BJ3869'
 BJ3869'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF KENNER, AT THE
 BJ3869'SOUTH SHORE OF LAKE PONCHARTRAIN, ON THE PROPERTY OWNED BY
 BJ3869'THE WWL RADIO AND TV. STATION.  IT IS 416 FEET WEST OF WILLIAMS
 BJ3869'BLVD., 25 FEET SOUTH OF THE CENTER OF A SHEEL ROAD LEADING TO
 BJ3869'THE CONTROL TOWER OF WWL, 5 FEET NORTH OF A FENCE LINE AND
 BJ3869'WITNESS POST, 5 FEET NORTH OF AN 18-INCH TREE IN A FENCE
 BJ3869'LINE, 138.5 FEET SOUTHWEST OF THE THIRD POWER POLE WEST OF
 BJ3869'WILLIAMS BLVD, 300 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BJ3869'THE OLD WWL RADIO CONTROL BUILDING.  IT IS A TRIANGULATION
 BJ3869'STATION DISK STAMPED LEVEE 2 1955 1964 1972 CRIMPED ON A
 BJ3869'COPPER WELD ROD PROTECTED BY A WATER METER BOX AND COVER
 BJ3869'WHICH IS 12-INCHES IN DIAMETER.
 BJ3869'
 BJ3869'REFERENCE MARK NO. 4 IS 94.76 FEET WEST OF THE STATION.  IT
 BJ3869'IS 32 FEET SOUTH OF THE CENTER OF THE SHELL ROAD, 217.5 FEET
 BJ3869'SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD CONTRL BUILDING,
 BJ3869'6 FEET EAST OF A T FENCE CORNER 510 FEET WEST OF THE CENTER OF
 BJ3869'WILLIAMS BLVD.  IT IS A REFERENCE MARK DISK SET IN THE TOP OF
 BJ3869'A 12-INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.  IT IS
 BJ3869'STAMPED LEVEE 2 NO 4 1955.
 BJ3869'
 BJ3869'DI ST (USE) IS 129.46 FEET NNE OF THE STATION.  IT IS 105 FEET
 BJ3869'NORTH OF THE CENTER OF THE SHEEL ROAD, 2.5 FEET SOUTH OF A FENCE
 BJ3869'LINE, 75 FEET WEST OF THE 3RD POWER POLE WEST OF WILLIAMS BLVD,
 BJ3869'105.5 FEET EAST OF THE 4TH POWER POLE WEST OF WILLIAM BLVD, AND
 BJ3869'2.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS AN ARMY ENGINEERS
 BJ3869'DISK STAMPED DI ST 1969, 10 INCHES IN DIAMETER AND PROJECTING
 BJ3869'10 INCHES, REENFORCED WITH CONCRETE.
 BJ3869'
 BJ3869'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 BJ3869'
 BJ3869'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61
 BJ3869'AND WILLIAMS BLVD. IN KENNER, GO NORTH ON WILLIAMS BLVD. FOR
 BJ3869'4.2 MILES TO THE LAKE, TURN LEFT ON SHELL ROAD JUST BEFOR
 BJ3869'REACHING THE LEVEE AND GO WEST FOR 416 FEET TO THE MARK ON THE
 BJ3869'LEFT.
 BJ3869'
 BJ3869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES
 BJ3869'NORTH
 BJ3869
 BJ3869                          STATION RECOVERY (1974)
 BJ3869
 BJ3869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BJ3869'RECOVERED IN GOOD CONDITION.
 BJ3869
 BJ3869                          STATION RECOVERY (1984)
 BJ3869
 BJ3869'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BJ3869'6.4 KM (4 MI) NORTH FROM KENNER.
 BJ3869'4 MILES NORTH ALONG WILLIAMS BLVD FROM THE INTERSECTION WITH U.S.
 BJ3869'HIGHWAY 61 AT KENNER, AT THE SOUTH SHORE OF LAKE PONCHARTRAIN, ON THE
 BJ3869'PROPERTY OWNED BY THE WWL RADIO AND TV STATION, 416 FEET WEST OF THE
 BJ3869'BLVD, 25 FEET SOUTH OF THE CENTER OF A SHELL ROAD LEADING TO THE
 BJ3869'CONTROL TOWER OF WWL, 5 FEET NORTH OF A FENCE LINE AND WITNESS POST,
 BJ3869'5 FEET NORTH OF AN 18-INCH TREE IN THE FENCE LINE, 138.5 FEET
 BJ3869'SOUTHWEST OF THE THIRD POWER POLE WEST OF THE BLVD, 300 FEET
 BJ3869'SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD WWL RADIO CONTROL
 BJ3869'BUILDING, 5 FEET EAST OF A PATH LEADING TO A PASTURE, 5 FEET NORTH OF
 BJ3869'A 3-FOOT FORKED COTTON WOOD TREE.  NOTE--PROTECTED BY A WATER METER
 BJ3869'BOX AND COVER WHICH IS 12-INCHES IN DIAMETER.
 BJ3869'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 BJ3869'THE MARK IS 1.0 FT ABOVE PATH.
 BJ3869
 BJ3869                          STATION RECOVERY (1988)
 BJ3869
 BJ3869'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ3869'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 BJ3869'CONSTRUCTION IN THE AREA THIS MARK IS TO BE DESTROYED.  STATION LEVEE
 BJ3869'3 1972 WAS RECOVERED AND FOUND IN GOOD CONDITION AND OUT OF THE
 BJ3869'CONSTRUCTION AREA.
 BJ3869'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF THE JUNCTION OF
 BJ3869'INTERSTATE HIGHWAY 10 AND WILLIAMS BOULEVARRD WHERE WILLIAMS BOULEVARD
 BJ3869'MEETS LAKE PONTCHARTRAIN.  OWNERSHIP--CITY OF KENNER.
 BJ3869'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ3869'WILLIAMS BOULEVARD IN KENNER, GO NORTH FOR 3.2 KM (2.00 MI) ON
 BJ3869'WILLIAMS BLVD TO THE MARK ON THE LEFT.
 BJ3869'THE STATION IS 126.8 M (416.0 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BJ3869'3.7 M (12.1 FT) NORTH FROM A 12-INCH TREE AND 0.3 M (1.0 FT) EAST FROM
 BJ3869'A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ3869'THIS MARK IS TO BE DESTROYED BY THE CONSTRUCTION ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2828 ***********************************************************************
 BJ2828  DESIGNATION -  LEVEE 3
 BJ2828  PID         -  BJ2828
 BJ2828  STATE/COUNTY-  LA/JEFFERSON
 BJ2828  USGS QUAD   -  INDIAN BEACH (1992)
 BJ2828
 BJ2828                         *CURRENT SURVEY CONTROL
 BJ2828  ___________________________________________________________________
 BJ2828* NAD 83(1992)-  30 02 24.13991(N)    090 14 20.92715(W)     ADJUSTED  
 BJ2828* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 BJ2828  **This station is located in a subsidence area (see below).
 BJ2828  ___________________________________________________________________
 BJ2828  X           -     -23,064.921 (meters)                     COMP
 BJ2828  Y           -  -5,525,965.513 (meters)                     COMP
 BJ2828  Z           -   3,174,203.768 (meters)                     COMP
 BJ2828  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ2828  ELLIP HEIGHT-         -25.92  (meters)          (09/30/02) GPS OBS
 BJ2828  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ2828  DYNAMIC HT  -           0.3   (meters)       1.    (feet)  COMP
 BJ2828  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 BJ2828
 BJ2828  HORZ ORDER  -  FIRST
 BJ2828  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2828  ELLP ORDER  -  FOURTH    CLASS II
 BJ2828
 BJ2828.The horizontal coordinates were established by classical geodetic methods
 BJ2828.and adjusted by the National Geodetic Survey in January 1993..
 BJ2828
 BJ2828 ** The orthometric height has not been validated since last determined
 BJ2828 ** by differential leveling and should not be used for control purposes.
 BJ2828 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2828 ** area with valid NAVD 88 orthometric heights.
 BJ2828 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2828 ** epoch indicated which incorporates improved geoid heights for the
 BJ2828 ** Southern Louisiana Subsidence area.
 BJ2828 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2828.The orthometric height was scaled from a topographic map.
 BJ2828.The vertical order pertains to the NGVD 29 superseded value.
 BJ2828
 BJ2828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ2828
 BJ2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2828
 BJ2828.The ellipsoidal height was determined by GPS observations
 BJ2828.and is referenced to NAD 83.
 BJ2828
 BJ2828.The geoid height was determined by GEOID03.
 BJ2828
 BJ2828.The dynamic height is computed by dividing the NAVD 88
 BJ2828.geopotential number by the normal gravity value computed on the
 BJ2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2828.degrees latitude (g = 980.6199 gals.).
 BJ2828
 BJ2828.The modeled gravity was interpolated from observed gravity values.
 BJ2828
 BJ2828;                    North         East     Units Scale Factor Converg.
 BJ2828;SPC LA S     -   171,208.313 1,105,522.203   MT  0.99992598   +0 32 49.6
 BJ2828;SPC LA S     -   561,705.94  3,627,034.09   sFT  0.99992598   +0 32 49.6
 BJ2828;UTM  15      - 3,326,434.499   766,222.741   MT  1.00047451   +1 22 58.5
 BJ2828
 BJ2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2828!SPC LA S     -   1.00000407  x   0.99992598  =   0.99993005
 BJ2828!UTM  15      -   1.00000407  x   1.00047451  =   1.00047858
 BJ2828
 BJ2828|---------------------------------------------------------------------|
 BJ2828| PID    Reference Object                     Distance      Geod. Az  |
 BJ2828|                                                           dddmmss.s |
 BJ2828| BJ5320 N 148 RESET                          24.890 METERS 10222     |
 BJ2828| BJ4298 LEVEE 3 RM 1                         44.961 METERS 15541     |
 BJ2828| BJ3869 LEVEE 2 RESET                        81.204 METERS 17025     |
 BJ2828| BJ1302 LEVEE 2 RM 4                         77.694 METERS 19112     |
 BJ2828| BJ5342 LEVEE 3 RM 5                         24.772 METERS 22933     |
 BJ2828| BJ4297 LEVEE 3 RM 2                         49.528 METERS 23639     |
 BJ2828| CW2029 LEVEE 3 AZ MK                                      2785942.8 |
 BJ2828| BJ5291 LEVEE 3 AZ MK 2                     462.722 METERS 2792415.8 |
 BJ2828|---------------------------------------------------------------------|
 BJ2828
 BJ2828                          SUPERSEDED SURVEY CONTROL
 BJ2828
 BJ2828  ELLIP H (01/21/93)  -25.89   (m)                       GP(       ) 4 2
 BJ2828  NAD 83(1986)-  30 02 24.15587(N)    090 14 20.92534(W) AD(       ) 1
 BJ2828  NAD 27      -  30 02 23.42948(N)    090 14 20.65029(W) AD(       ) 1
 BJ2828  NGVD 29 (??/??/??)    0.596  (m)            1.96   (f) ADJUSTED    1 2
 BJ2828
 BJ2828.Superseded values are not recommended for survey control.
 BJ2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2828.See file dsdata.txt to determine how the superseded data were derived.
 BJ2828
 BJ2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6622326434(NAD 83)
 BJ2828_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2828_SP_SET: CONCRETE POST
 BJ2828_STAMPING: LEVEE 3 1972
 BJ2828_MARK LOGO: NGS   
 BJ2828_PROJECTION: FLUSH
 BJ2828_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2828+STABILITY: SURFACE MOTION
 BJ2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2828+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1995
 BJ2828
 BJ2828  HISTORY     - Date     Condition        Report By
 BJ2828  HISTORY     - 1972     MONUMENTED       NGS
 BJ2828  HISTORY     - 1974     GOOD             NGS
 BJ2828  HISTORY     - 1977     GOOD             NGS
 BJ2828  HISTORY     - 1978     GOOD             USE
 BJ2828  HISTORY     - 1987     GOOD             LADTD
 BJ2828  HISTORY     - 19880120 GOOD             LADTD
 BJ2828  HISTORY     - 19950117 GOOD             NGS
 BJ2828
 BJ2828                          STATION DESCRIPTION
 BJ2828
 BJ2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ2828'NO MEASUREMENT BETWEEN U.S.E. MARKS (RM 1 AND 2) DUE TO FENCE ON
 BJ2828'LINE.
 BJ2828'
 BJ2828'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF KENNER AND ON THE SOUTH
 BJ2828'SHORE OF LAKE PONTCHARTRAIN, IN SECTION 37, T 11 S, R 10 E, AND ON
 BJ2828'LAND OWNED BY THE PONTCHARTRAIN LEVEE BOARD.
 BJ2828'
 BJ2828'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND WILLIAMS
 BJ2828'BOULEVARD IN THE NORTHWEST EDGE OF KENNER.  GO NORTH ON WILLIAMS
 BJ2828'BOULEVARD FOR 2.1 MILES TO THE LEVEE, TURN LEFT AND GO WEST ON
 BJ2828'LEVEE ROAD THROUGH A GATE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 BJ2828'
 BJ2828'THE STATION MARKS ARE STANDARD DISK STAMPED LEVEE 3 1972.  THE
 BJ2828'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ2828'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 BJ2828'243 FEET WEST OF A CHAIN LINK FENCE, 126 FEET
 BJ2828'NORTH-NORTHEAST OF AN EAST-WEST FENCE LINE AND 45 FEET
 BJ2828'SOUTH-SOUTHWEST OF THE CENTER OF THE LEVEE ROAD.  THE
 BJ2828'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BJ2828'42 INCHES BELOW THE GROUND SURFACE.
 BJ2828'
 BJ2828'LEVEE 2, A STANDARD DISK STAMPED LEVEE 2 1955 1964 1972.  THE SURFACE
 BJ2828'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ2828'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH OF
 BJ2828'THE CENTER OF A SHELL ROAD AND 5.5 FEET NORTH OF A METAL WITNESS
 BJ2828'POST.
 BJ2828'
 BJ2828'U.S.E. (RM 1), A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK STAMPED
 BJ2828'1969 USE, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BJ2828'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 BJ2828'IS 169 FEET SOUTH OF THE CENTER OF THE LEVEE ROAD AND 2.5 FEET
 BJ2828'SOUTH OF A FENCE.
 BJ2828'
 BJ2828'U.S.E. (RM 2), A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK STAMPED
 BJ2828'1969 USE, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BJ2828'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 BJ2828'IS 171 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE LEVEE ROAD, 84
 BJ2828'FEET EAST-NORTHEAST OF AN OLD ABANDON RADIO STATION AND 2
 BJ2828'FEET WEST OF A FENCE CORNER.
 BJ2828'
 BJ2828'LEVEE 2 RM 4, A STANDARD DISK STAMPED LEVEE 2 NO 4 1955, IS SET IN
 BJ2828'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 BJ2828'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 33 FEET SOUTH OF THE
 BJ2828'CENTER OF THE SHELL ROAD, 10 FEET NORTH OF THE FENCE AND 1.5 FEET
 BJ2828'WEST OF A METAL WITNESS POST.
 BJ2828'
 BJ2828'AZIMUTH MARK, A STANDARD DISK STAMPED LEVEE 3 1972, IS SET IN THE TOP
 BJ2828'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BJ2828'SURFACE OF THE GROUND.  IT IS 12 FEET NORTH OF THE LEVEE ROAD, 5
 BJ2828'FEET SOUTH OF METAL RAIL FOR THE LEVEE AND 5 FEET SOUTH OF A METAL
 BJ2828'WITNESS POST.
 BJ2828'
 BJ2828'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON LEVEE ROAD FOR
 BJ2828'0.35 MILE TO THE MARK ON THE RIGHT.
 BJ2828'
 BJ2828'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 BJ2828
 BJ2828                          STATION RECOVERY (1974)
 BJ2828
 BJ2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 BJ2828'THE STATION MARK, ALL REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 BJ2828'AS DESCRIBED AND IN GOOD CONDITION.
 BJ2828
 BJ2828                          STATION RECOVERY (1977)
 BJ2828
 BJ2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BJ2828'THE STATION WAS NOT OCCUPIED AT THIS DATE.
 BJ2828'
 BJ2828'THE STATION WAS VISITED ON A REPORT THAT THE MARK HAD BEEN DESTROYED.
 BJ2828'THE STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.  THE
 BJ2828'AZIMUTH MARK WAS NOT FOUND AT THIS DATE AND IS BELIEVED DESTROYED.
 BJ2828'BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  LEVEE 2 1955
 BJ2828'AND ITS REFERENCE MARK NO. 4 WERE FOUND IN GOOD CONDITION.  A NEW
 BJ2828'DESCRIPTION FOLLOWS--
 BJ2828'
 BJ2828'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF KENNER AND ON THE SOUTH
 BJ2828'SHORE OF LAKE PONCHARTRAIN ON LAND OWNED BY THE PONTCHARTRAIN LEVEE
 BJ2828'BOARD.
 BJ2828'
 BJ2828'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BJ2828'WILLIAMS BLVD IN KENNER, GO NORTH ON WILLIAMS BLVD. FOR 2.1 MILES TO
 BJ2828'THE SOUTH SHORE OF LAKE PONCHARTRAIN, TURN LEFT AND GO ALONG THE
 BJ2828'SOUTH EDGE OF THE LEVEE FOR 0.1 MILE TO THE STATION.
 BJ2828'
 BJ2828'THE STATION IS 69 FEET SOUTH OF THE TOP OF THE LEVEE, 221 FEET WEST
 BJ2828'OF THE NORTHWEST CORNER OF A CYCLONE FENCE AND ON LINE WITH THE
 BJ2828'FENCE CORNER AND A DISTANT HIGH POWER LINE TOWER, 121 FEET
 BJ2828'NORTH-NORTHEAST OF THE 4TH POWER POLE WEST OF WILLIAMS BLVD. 137
 BJ2828'FEET NORTHEAST OF A FENCE CORNER AND LEVEE R.O.W. MARKER AT THE
 BJ2828'NORTH POINT OF A JOG IN A FENCE LINE AND R.O.W. 146 FEET NORTHWEST
 BJ2828'OF R.O.W. MARKER NEAR USE MARKER (RM 1) AND 126 FEET NORTH OF AN
 BJ2828'EAST-WEST FENCE LINE.  IT IS A STANDARD DISK STAMPED LEVEE 3 1972.
 BJ2828'
 BJ2828'LEVEE 2 IS 266.433 FEET SOUTH OF THE STATION, 416 FEET WEST OF THE
 BJ2828'CENTER OF WILLIAMS BLVD. 25 FEET SOUTH OF THE CENTER OF A SHELL
 BJ2828'ROAD, 5 FEET NORTH OF A FENCE LINE AND WITNESS POST, 138.5 FEET
 BJ2828'SOUTHWEST OF THE THIRD POLE WEST OF WILLIAMS BLVD.  IT IS A
 BJ2828'TRIANGULATION STATION DISK CRIMPED ON THE TOP OF A COPPER WELD ROD
 BJ2828'PROTECTED BY A WATER METER BOX.  IT IS STAMPED LEVEE 2 1955 1964
 BJ2828'1972.
 BJ2828'
 BJ2828'REFERENCE MARK NO. 4 IS 254.90 FEET SOUTH OF THE STATION, 510 FEET
 BJ2828'WEST OF THE CENTER OF WILLIAMS BLVD, 32 FEET SOUTH OF THE CENTER OF
 BJ2828'A SHELL ROAD, 10 FEET NORTH OF A FENCE LINE AND 1.5 FEET WEST OF A
 BJ2828'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED LEVEE 2 NO 4
 BJ2828'SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 BJ2828'
 BJ2828'U.S.E. (RM 1) IS 105 FEET NORTH OF THE CENTER OF THE SHELL ROAD, 75
 BJ2828'FEET WEST OF THE 3RD POWER POLE WEST OF WILLIAMS BLVD, 105 FEET EAST
 BJ2828'OF THE 4TH POLE WEST OF WILLIAMS BLVD.  IT IS AN ARMY ENGINEERS
 BJ2828'DISK SET IN THE TOP OF A 10-INCH CONCRETE POST PROJECTING 10
 BJ2828'INCHES.  NOTE--THIS MARK WAS CALLED DIST (USE) WHEN DESCRIBED
 BJ2828'FROM STATION LEVEE 2.
 BJ2828'
 BJ2828'U.S.E. (RM 2) IS 28 FEET WEST OF THE 4TH POWER POLE WEST OF WILLIAMS
 BJ2828'BLVD, 0.6 FEET WEST OF A RIGHT-OF-WAY MARKER.  IT IS AN ARMY
 BJ2828'ENGINEERS MARK SET IN THE TOP OF A 10-INCH CONCRETE POST PROJECTING
 BJ2828'6 INCHES.  IT IS STAMPED 397+30 1969.
 BJ2828'
 BJ2828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES N OF
 BJ2828'KENNER.
 BJ2828
 BJ2828                          STATION RECOVERY (1978)
 BJ2828
 BJ2828'RECOVERY NOTE BY US ENGINEERS 1978
 BJ2828'2.2 MI NORTH FROM KENNER.
 BJ2828'ABOUT 2.1 MILES NORTH ALONG WILLIAMS BOULEVARD FROM THE JUNCTION OF
 BJ2828'INTERSTATE 10 AT KENNER, THENCE 0.1 MILE WEST ALONG A LEVEE ROAD, 243
 BJ2828'FT. WEST OF A CHAIN LINK FENCE, 126 FT. NORTH NORTHEAST OF A EAST
 BJ2828'WEST FENCE LINE, AND 45 FT. SOUTH SOUTHWEST OF THE CENTER OF THE
 BJ2828'LEVEE ROAD.
 BJ2828
 BJ2828                          STATION RECOVERY (1987)
 BJ2828
 BJ2828'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BJ2828'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ2828'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ2828'
 BJ2828'THE STATION IS LOCATED ABOUT 3.26 KM (2 MI) NORTH OF THE JUNCTION
 BJ2828'OF INTERSTATE HIGHWAY 10 AND WILLIAMS BOULEVARD WHERE WILLIAMS
 BJ2828'BOULEVARD MEETS LAKE PONCHATRAIN.
 BJ2828'OWNERSHIP--EAST JEFFERSON PARISH LEVEE DISTRICT, C/O BILL
 BJ2828'MIDDLETON, DIRECTOR, SUITE C 5333 RIVER ROAD, HARAHAN, LA. PHONE
 BJ2828'504-733-0087.
 BJ2828'
 BJ2828'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ2828'WILLIAMS BOULEVARD IN KENNER, GO NORTH FOR 3.26 KM (2 MI) ON
 BJ2828'WILLIAMS BOULEVARD TO A PARKING LOT ENTRANCE AT THE LEVEE.
 BJ2828'TURN LEFT AND GO WEST FOR 0.14 KM (0.1 MI) ON THE SOUTH SHOULDER OF
 BJ2828'THE LEVEE TO THE NORTHWEST CORNER OF THE PARKING LOT AND THE
 BJ2828'STATION ON THE LEFT JUST NORTH OF THE NORTHERN EDGE OF THE PARKING
 BJ2828'LOT.
 BJ2828'
 BJ2828'THE STATION IS A STANDARD NGS DISK
 BJ2828'STAMPED---LEVEE 3 1972---,
 BJ2828'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ2828'30 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 BJ2828'44.4 METERS (145.7 FT) NORTHWEST FROM A METAL WITNESS POST IN A
 BJ2828'FENCE LINE AT THE SOUTH EDGE OF THE PARKING LOT,
 BJ2828'42 METERS (137.8 FT) NORTHEAST FROM A CONCRETE POST AT A FENCE
 BJ2828'CORNER,
 BJ2828'37.2 METERS (122.1 FT) NORTH-NORTHEAST FROM A UTILITY POLE ON THE
 BJ2828'EAST SIDE OF A GATE,
 BJ2828'21 METERS (68.9 FT) SOUTH FROM THE LEVEE ROAD, AND
 BJ2828'13.8 METERS (45.3 FT) EAST-NORTHEAST FROM THE CORNER OF THE PARKING
 BJ2828'LOT.
 BJ2828'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ2828'STAMPED---LEVEE 3 1972---,
 BJ2828'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BJ2828
 BJ2828                          STATION RECOVERY (1988)
 BJ2828
 BJ2828'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ2828'THE STATION WAS VISITED WITH STATION MARKS LEVEE 2 AND LEVEE 3,
 BJ2828'REFERENCE MARK 2, AZIMUTH MARK 2 AND BENCH MARK N 148 BEING FOUND IN
 BJ2828'GOOD CONDITION.  REFERENCE MARKS 1 AND 4 WERE FOUND IN POOR CONDITION.
 BJ2828'DUE TO CONSTRUCTION IN THE AREA LEVEE 2, REFERENCE MARKS 1, 2 AND 4
 BJ2828'AND BENCH MARK N 148 IS TO BE DSTROYED.  AT THIS TIME BENCH MARK N 148
 BJ2828'WAS RESET AND USED AS REFERENCE MARK NUMBER 6 FOR STATION LEVEE 3,
 BJ2828'ALSO REFERENCE MARK NUMBER 5 WAS SET FOR STATION LEVEE 3 AT THIS TIME.
 BJ2828'ELEVATIONS WERE TRANSFERED TO THE NEW REFERENCE MARKS AT THIS TIME
 BJ2828'AND DISTANCES AND DIRECTIONS BEING TAKEN TO THE REFERENCE MARKS.  THE
 BJ2828'DIRECTIONS BETWEEN LEVEE 2 AND REFERENCE MARK 2 MISSED THE PREVIOUS
 BJ2828'DATA BY 2 MINUTES 13.4 SECONDS.
 BJ2828'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF THE JUNCTION OF
 BJ2828'INTERSTATE HIGHWAY 10 AND WILLIAMS BLVD, WHERE WILLIAMS BLVD MEETS
 BJ2828'LAKE PONTCHARTRAIN.  OWNERSHIP--EAST JEFFERSON PARISH LEVEE DISTRICT,
 BJ2828'C/O BILL MIDDLETON, DIRECTOR, SUITE C 5333 RIVER ROAD, HARAHAN LA.
 BJ2828'PHONE 504-733-0087.
 BJ2828'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ2828'WILLIAMS BLVD IN KENNER, GO NORTH FOR 3.2 KM (2.00 MI) ON WILLIAMS
 BJ2828'BLVD TO A PARKING LOT ENTRANCE AT THE LEVEE.  TURN LEFT AND GO WEST
 BJ2828'FOR 0.14 KM (0.10 MI) ON THE SOUTH SHOULDER OF THE LEVEE TO THE
 BJ2828'NORTHWEST CORNER OF THE PARKING LOT AND THE STATION ON THE LEFT JUST
 BJ2828'NORTH OF THE NORTHERN EDGE OF THE PARKING LOT.
 BJ2828'THE STATION IS FLUSH WITH THE GROUND 37.2 M (122.0 FT) NORTH-NORTHEAST
 BJ2828'FROM A UTILITY POLE, 25.0 M (82.0 FT) WEST FROM A WITNESS POST AT
 BJ2828'REFERENCE MARK NUMBER 6, 21.0 M (68.9 FT) SOUTH FROM THE CENTER OF THE
 BJ2828'LEVEE ROAD, 13.7 M (44.9 FT) EAST-NORTHEAST FROM THE NORTHWEST CORNER
 BJ2828'OF THE PARKING LOT AND 1.2 M (3.9 FT) NORTH FROM THE NORTH EDGE OF THE
 BJ2828'PARKING LOT.
 BJ2828
 BJ2828                          STATION RECOVERY (1995)
 BJ2828
 BJ2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 BJ2828'3.3 KM (2.05 MI) NORTHERLY ALONG STATE HIGHWAY 49 (WILLIAMS BOULEVARD)
 BJ2828'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN KENNER, THENCE 0.15
 BJ2828'WESTERLY ALONG THE PONTCHARTRAIN CENTER ENTRANCE ROAD, ALONG THE NORTH
 BJ2828'EDGE OF A GRAVELED PARKING AREA, 44.2 M (145.0 FT) NORTH OF THE ROAD
 BJ2828'CENTER, 24.9 M (81.7 FT) WEST OF BENCH MARK N 148 RESET, 24.8 M (81.4
 BJ2828'FT) NORTHEAST OF REFERENCE MARK 5, 15.3 M (50.2 FT) SOUTH OF THE
 BJ2828'CENTER OF A LEVEE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 BJ2828'MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
 BJ2828'NOTE--ACCESS TO THE MONUMENT IS THROUGH A 16-INCH METAL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5291 ***********************************************************************
 BJ5291  DESIGNATION -  LEVEE 3 AZ MK 2
 BJ5291  PID         -  BJ5291
 BJ5291  STATE/COUNTY-  LA/JEFFERSON
 BJ5291  USGS QUAD   -  INDIAN BEACH (1992)
 BJ5291
 BJ5291                         *CURRENT SURVEY CONTROL
 BJ5291  ___________________________________________________________________
 BJ5291* NAD 83(1992)-  30 02 26.59505(N)    090 14 37.96668(W)     ADJUSTED  
 BJ5291* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 BJ5291  **This station is located in a subsidence area (see below).
 BJ5291  ___________________________________________________________________
 BJ5291  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ5291  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BJ5291
 BJ5291  HORZ ORDER  -  SECOND
 BJ5291
 BJ5291.The horizontal coordinates were established by classical geodetic methods
 BJ5291.and adjusted by the National Geodetic Survey in January 1993..
 BJ5291.No horizontal observational check was made to the station.
 BJ5291
 BJ5291 ** The orthometric height has not been validated since last determined
 BJ5291 ** by differential leveling and should not be used for control purposes.
 BJ5291 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5291 ** area with valid NAVD 88 orthometric heights.
 BJ5291 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5291 ** epoch indicated which incorporates improved geoid heights for the
 BJ5291 ** Southern Louisiana Subsidence area.
 BJ5291 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5291
 BJ5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5291
 BJ5291.The geoid height was determined by GEOID03.
 BJ5291
 BJ5291;                    North         East     Units Scale Factor Converg.
 BJ5291;SPC LA S     -   171,279.555 1,105,065.033   MT  0.99992599   +0 32 41.1
 BJ5291;SPC LA S     -   561,939.67  3,625,534.20   sFT  0.99992599   +0 32 41.1
 BJ5291;UTM  15      - 3,326,499.099   765,764.330   MT  1.00047150   +1 22 50.0
 BJ5291
 BJ5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5291!SPC LA S     -   1.00000367  x   0.99992599  =   0.99992966
 BJ5291!UTM  15      -   1.00000367  x   1.00047150  =   1.00047517
 BJ5291
 BJ5291                          SUPERSEDED SURVEY CONTROL
 BJ5291
 BJ5291  NAD 83(1986)-  30 02 26.61100(N)    090 14 37.96487(W) AD(       ) 2
 BJ5291  NAD 27      -  30 02 25.88469(N)    090 14 37.68937(W) AD(       ) 2
 BJ5291  NGVD 29 (05/20/88)    3.0    (m)           10.     (f) VERT ANG       
 BJ5291
 BJ5291.Superseded values are not recommended for survey control.
 BJ5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5291.See file dsdata.txt to determine how the superseded data were derived.
 BJ5291
 BJ5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6576426499(NAD 83)
 BJ5291_MARKER: DZ = AZIMUTH MARK DISK
 BJ5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5291_SP_SET: CONCRETE POST
 BJ5291_STAMPING: LEVEE 3 1972 NO 2 1987
 BJ5291_MARK LOGO: NGS   
 BJ5291_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5291+STABILITY: SURFACE MOTION
 BJ5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5291+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1988
 BJ5291
 BJ5291  HISTORY     - Date     Condition        Report By
 BJ5291  HISTORY     - 1987     MONUMENTED       LADTD
 BJ5291  HISTORY     - 1987     GOOD             LADTD
 BJ5291  HISTORY     - 19880120 GOOD             LADTD
 BJ5291  HISTORY     - 20060427 MARK NOT FOUND   NGS
 BJ5291
 BJ5291                          STATION DESCRIPTION
 BJ5291
 BJ5291'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BJ5291'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 BJ5291'NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND WILLAIMS
 BJ5291'BOULEVARD,
 BJ5291'0.15 KM (0.1 MI) EAST OF OF DUNCAN CANAL AT A CURVE IN THE LEVEE
 BJ5291'ALONG LAKE PONCHATRAIN AT THE POINT WHERE THE METAL WALL TERMINATES.
 BJ5291'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICT, C/O BILL MIDDLETON,
 BJ5291'DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LOUISIANA 70123. PHONE
 BJ5291'504-733-0087.
 BJ5291'
 BJ5291'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5291'WILLAIMS BOULEVARD IN KENNER, GO NORTH FOR 3.26 KM (2 MI) ON
 BJ5291'WILLAIMS BOULEVARD TO A PARKING LOT ENTRANCE AT THE LEVEE,
 BJ5291'TURN LEFT AND GO WEST FOR 0.59 KM (0.4 MI) ON THE LEVEE TO THE
 BJ5291'STATION SET IN A CURVE OF THE LEVEE NEAR A METAL LEVEE WALL.
 BJ5291'
 BJ5291'THE STATION IS A STANDARD NGS DISK
 BJ5291'STAMPED---LEVEE 3 1972 NO 2 1987---,
 BJ5291'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5291'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BJ5291'18.7 METERS (61.4 FT) WEST-SOUTHWEST FROM THE EAST END OF THE METAL
 BJ5291'LEVEE WALL,
 BJ5291'3 METERS (9.8 FT) SOUTHEAST FROM THE WALL, AND
 BJ5291'2.9 METERS (9.5 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 BJ5291
 BJ5291                          STATION RECOVERY (1987)
 BJ5291
 BJ5291'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ5291'RECOVERED IN GOOD CONDITION.
 BJ5291
 BJ5291                          STATION RECOVERY (1988)
 BJ5291
 BJ5291'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ5291'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF THE JUNCTION OF
 BJ5291'INTERSTATE HIGHWAY 10 AND WILLIAMS BLVD, 0.15 KM (0.10 MI) EAST OF THE
 BJ5291'DUNCAN CANAL AT A CURVE IN THE LEVEE ALONG LAKE PONCHATRAIN  AT THE
 BJ5291'POINT WHERE THE METAL WALL TERMINATES.  OWNERSHIP--EAST JEFFERSON
 BJ5291'LEVEE DISTRICT, C/O BILL MIDDLETON, DIRECTOR, SUITE C, 5333 RIVER
 BJ5291'ROAD, HARAHAN, LOUISIANA 70123. PHONE 504-733-0087.
 BJ5291'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5291'WILLIAMS BLVD IN KENNER, GO NORTH FOR 3.2 KM (2.00 MI) ON WILLIAMS
 BJ5291'BLVD TO WHERE WILLIAMS BLVD MEETS LAKE PONTCHARTRAIN.  TURN LEFT AND
 BJ5291'GO WEST FOR 0.6 KM (0.35 MI) ON THE LEVEE TO THE MARK SET IN A CURVE
 BJ5291'OF THE LEVEE NEAR A METAL LEVEE WALL.
 BJ5291'THE STATION IS 18.7 M (61.4 FT) WEST-SOUTHWEST FROM THE EAST END OF
 BJ5291'THE METAL LEVEE WALL, 3 M (9.8 FT) SOUTHEAST FROM THE LEVEE WALL AND
 BJ5291'2.9 M (9.5 FT) SOUTHEAST FROM A FIBERLASS WITNESS POST.  THE MARK IS
 BJ5291'FLUSH WITH THE GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE TOP OF THE
 BJ5291'LEVEE.
 BJ5291
 BJ5291                          STATION RECOVERY (2006)
 BJ5291
 BJ5291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 BJ5291'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4298 ***********************************************************************
 BJ4298  DESIGNATION -  LEVEE 3 RM 1
 BJ4298  PID         -  BJ4298
 BJ4298  STATE/COUNTY-  LA/JEFFERSON
 BJ4298  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4298
 BJ4298                         *CURRENT SURVEY CONTROL
 BJ4298  ___________________________________________________________________
 BJ4298* NAD 83(1992)-  30 02 22.80929(N)    090 14 20.23616(W)     ADJUSTED  
 BJ4298* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BJ4298  **This station is located in a subsidence area (see below).
 BJ4298  ___________________________________________________________________
 BJ4298  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ4298  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4298
 BJ4298  HORZ ORDER  -  SECOND
 BJ4298
 BJ4298.The horizontal coordinates were established by classical geodetic methods
 BJ4298.and adjusted by the National Geodetic Survey in January 1993..
 BJ4298
 BJ4298 ** The orthometric height has not been validated since last determined
 BJ4298 ** by differential leveling and should not be used for control purposes.
 BJ4298 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4298 ** area with valid NAVD 88 orthometric heights.
 BJ4298 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4298 ** epoch indicated which incorporates improved geoid heights for the
 BJ4298 ** Southern Louisiana Subsidence area.
 BJ4298 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4298.The orthometric height was scaled from a topographic map.
 BJ4298
 BJ4298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4298
 BJ4298.The geoid height was determined by GEOID03.
 BJ4298
 BJ4298;                    North         East     Units Scale Factor Converg.
 BJ4298;SPC LA S     -   171,167.522 1,105,541.104   MT  0.99992597   +0 32 49.9
 BJ4298;SPC LA S     -   561,572.11  3,627,096.11   sFT  0.99992597   +0 32 49.9
 BJ4298;UTM  15      - 3,326,393.965   766,242.246   MT  1.00047464   +1 22 58.8
 BJ4298
 BJ4298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4298!SPC LA S     -   1.00000414  x   0.99992597  =   0.99993011
 BJ4298!UTM  15      -   1.00000414  x   1.00047464  =   1.00047878
 BJ4298
 BJ4298                          SUPERSEDED SURVEY CONTROL
 BJ4298
 BJ4298  NAD 83(1986)-  30 02 22.82525(N)    090 14 20.23435(W) AD(       ) 2
 BJ4298  NAD 27      -  30 02 22.09882(N)    090 14 19.95931(W) AD(       ) 2
 BJ4298
 BJ4298.Superseded values are not recommended for survey control.
 BJ4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4298.See file dsdata.txt to determine how the superseded data were derived.
 BJ4298
 BJ4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6624226394(NAD 83)
 BJ4298_MARKER: DD = SURVEY DISK
 BJ4298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4298_SP_SET: CONCRETE POST
 BJ4298_MARK LOGO: USE   
 BJ4298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4298+STABILITY: SURFACE MOTION
 BJ4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4298+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1988
 BJ4298
 BJ4298  HISTORY     - Date     Condition        Report By
 BJ4298  HISTORY     - 1972     MONUMENTED       USE
 BJ4298  HISTORY     - 1972     GOOD             USE
 BJ4298  HISTORY     - 19880120 SEE DESCRIPTION  LADTD
 BJ4298
 BJ4298                          STATION DESCRIPTION
 BJ4298
 BJ4298'DESCRIBED BY US ENGINEERS 1972 (JCA)
 BJ4298'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND WILLIAMS
 BJ4298'BOULEVARD IN THE NORTHWEST EDGE OF KENNER.  GO NORTH ON WILLIAMS
 BJ4298'BOULEVARD FOR 2.1 MILES TO THE LEVEE, TURN LEFT AND GO WEST ON
 BJ4298'LEVEE ROAD THROUGH A GATE FOR 0.1 MILE TO STATION LEVEE 3 ON THE
 BJ4298'LEFT.
 BJ4298'
 BJ4298'U.S.E. (RM 1), A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK STAMPED
 BJ4298'1969 USE, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BJ4298'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BJ4298'IT IS 169 FEET SOUTH OF THE CENTER OF THE LEVEE ROAD AND 2.5 FEET
 BJ4298'SOUTH OF A FENCE.
 BJ4298
 BJ4298                          STATION RECOVERY (1972)
 BJ4298
 BJ4298'RECOVERY NOTE BY US ENGINEERS 1972
 BJ4298'RECOVERED IN GOOD CONDITION.
 BJ4298
 BJ4298                          STATION RECOVERY (1988)
 BJ4298
 BJ4298'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4298'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF THE JUNCTION OF
 BJ4298'INTERSTATE HIGHWAY 10 AND WILLIAMS BLVD WHERE WILLIAMS BLVD MEETS LAKE
 BJ4298'PONTCHARTRAIN.  OWNERSHIP--CITY OF KENNER.
 BJ4298'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ4298'WILLIAMS BLVD IN KENNER, GO NORTH FOR 3.2 KM (2.00 MI) ON WILLIAMS
 BJ4298'BLVD TO THE MARK ON THE LEFT.
 BJ4298'THE STATION IS 51.5 M (169.0 FT) SOUTH FROM THE CENTER OF THE LEVEE
 BJ4298'ROAD, 0.8 M (2.6 FT) SOUTH FROM A FENCE AND 0.2 M (0.7 FT) WEST FROM A
 BJ4298'WITNESS POST.  THE MARK IS PROJECTING 15 CM ABOVE THE GROUND AND ABOUT
 BJ4298'LEVEL WITH THE PARKING AREA.
 BJ4298'THIS MARK WAS TO HAVE BEEN DESTROYED DUE TO CLEARING OF A VACANT LOT
 BJ4298'AND CONSTRUCTION OF A NEW BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4297 ***********************************************************************
 BJ4297  DESIGNATION -  LEVEE 3 RM 2
 BJ4297  PID         -  BJ4297
 BJ4297  STATE/COUNTY-  LA/JEFFERSON
 BJ4297  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4297
 BJ4297                         *CURRENT SURVEY CONTROL
 BJ4297  ___________________________________________________________________
 BJ4297* NAD 83(1992)-  30 02 23.25573(N)    090 14 22.47146(W)     ADJUSTED  
 BJ4297* NAVD 88     -        -0.12   (+/-2cm)      -0.4  **(feet)  VERTCON   
 BJ4297  **This station is located in a subsidence area (see below).
 BJ4297  ___________________________________________________________________
 BJ4297  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ4297  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4297
 BJ4297  HORZ ORDER  -  SECOND
 BJ4297  VERT ORDER  -  THIRD ? (See Below)
 BJ4297
 BJ4297.The horizontal coordinates were established by classical geodetic methods
 BJ4297.and adjusted by the National Geodetic Survey in January 1993..
 BJ4297
 BJ4297 ** The orthometric height has not been validated since last determined
 BJ4297 ** by differential leveling and should not be used for control purposes.
 BJ4297 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4297 ** area with valid NAVD 88 orthometric heights.
 BJ4297 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4297 ** epoch indicated which incorporates improved geoid heights for the
 BJ4297 ** Southern Louisiana Subsidence area.
 BJ4297 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4297.The vertical order pertains to the NGVD 29 superseded value.
 BJ4297
 BJ4297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4297
 BJ4297.The geoid height was determined by GEOID03.
 BJ4297
 BJ4297;                    North         East     Units Scale Factor Converg.
 BJ4297;SPC LA S     -   171,180.695 1,105,481.094   MT  0.99992597   +0 32 48.8
 BJ4297;SPC LA S     -   561,615.33  3,626,899.22   sFT  0.99992597   +0 32 48.8
 BJ4297;UTM  15      - 3,326,406.269   766,182.017   MT  1.00047425   +1 22 57.7
 BJ4297
 BJ4297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4297!SPC LA S     -   1.00000415  x   0.99992597  =   0.99993011
 BJ4297!UTM  15      -   1.00000415  x   1.00047425  =   1.00047840
 BJ4297
 BJ4297                          SUPERSEDED SURVEY CONTROL
 BJ4297
 BJ4297  NAD 83(1986)-  30 02 23.27170(N)    090 14 22.46965(W) AD(       ) 2
 BJ4297  NAD 27      -  30 02 22.54527(N)    090 14 22.19456(W) AD(       ) 2
 BJ4297  NGVD 29 (07/19/86)   -0.06   (m)           -0.2    (f) LEVELING    3  
 BJ4297
 BJ4297.Superseded values are not recommended for survey control.
 BJ4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4297.See file dsdata.txt to determine how the superseded data were derived.
 BJ4297
 BJ4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6618226406(NAD 83)
 BJ4297_MARKER: DD = SURVEY DISK
 BJ4297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4297_SP_SET: CONCRETE POST
 BJ4297_MARK LOGO: USE   
 BJ4297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4297+STABILITY: SURFACE MOTION
 BJ4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4297+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1988
 BJ4297
 BJ4297  HISTORY     - Date     Condition        Report By
 BJ4297  HISTORY     - 1972     MONUMENTED       USE
 BJ4297  HISTORY     - 1972     GOOD             USE
 BJ4297  HISTORY     - 19880120 SEE DESCRIPTION  LADTD
 BJ4297
 BJ4297                          STATION DESCRIPTION
 BJ4297
 BJ4297'DESCRIBED BY US ENGINEERS 1972 (JCA)
 BJ4297'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF KENNER ON THE SOUTH
 BJ4297'SHORE OF LAKE PONTCHARTRAIN, IN SECTION 37, T 11 S, R 10 E AND ON
 BJ4297'PROPERTY OWNED BY THE PONTCHARTRAIN LEVEE BOARD.
 BJ4297'
 BJ4297'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ4297'WILLIAMS BOULEVARD IN THE NORTHWEST EDGE OF KENNER, GO NORTH ON
 BJ4297'WILLIAMS BOULEVARD FOR 2.1 MILES TO THE LEVEE, TURN LEFT AND GO
 BJ4297'WEST ON THE LEVEE ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 BJ4297'
 BJ4297'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LEVEE 3,
 BJ4297'DISTANCE BEING 49.528 METERS OR (162.49 FEET) SOUTHWEST OF STATION
 BJ4297'LEVEE 3.  THE MARK IS A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK
 BJ4297'STAMPED 1969 USE, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BJ4297'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BJ4297'171 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE LEVEE ROAD, 84 FEET
 BJ4297'EAST-NORTHEAST OF AN OLD ABANDON RADIO STATION AND 2 FEET WEST
 BJ4297'OF A FENCE CORNER.
 BJ4297
 BJ4297                          STATION RECOVERY (1972)
 BJ4297
 BJ4297'RECOVERY NOTE BY US ENGINEERS 1972
 BJ4297'RECOVERED IN GOOD CONDITION.
 BJ4297
 BJ4297                          STATION RECOVERY (1988)
 BJ4297
 BJ4297'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4297'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF THE JUNCTION OF
 BJ4297'INTERSTATE HIGHWAY 10 AND WILLIAMS BLVD WHERE WILLIAMS BLVD MEETS LAKE
 BJ4297'PONTCHARTRAIN.  OWNERSHIP--CITY OF KENNER.
 BJ4297'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ4297'WILLIAMS BLVD IN KENNER, GO NORTH FOR 3.2 KM (2.00 MI) ON WILLIAMS
 BJ4297'BLVD TO THE MARK ON THE LEFT.
 BJ4297'THE STATION IS 52.1 M (170.9 FT) SOUTH FROM THE CENTER OF THE LEVEE
 BJ4297'ROAD AND 0.6 M (2.0 FT) WEST FROM A FENCE CORNER.  THE MARK IS
 BJ4297'PROJECTING 15 CM ABOVE THE GROUND AND ABOUT LEVEL WITH A PARKING AREA.
 BJ4297'THIS MARK WAS TO BE DESTROYED DUE TO CLEARING OF A VACANT LOT AND
 BJ4297'CONSTRUCTION OF A NEW BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5342 ***********************************************************************
 BJ5342  DESIGNATION -  LEVEE 3 RM 5
 BJ5342  PID         -  BJ5342
 BJ5342  STATE/COUNTY-  LA/JEFFERSON
 BJ5342  USGS QUAD   -  INDIAN BEACH (1992)
 BJ5342
 BJ5342                         *CURRENT SURVEY CONTROL
 BJ5342  ___________________________________________________________________
 BJ5342* NAD 83(1992)-  30 02 23.61789(N)    090 14 21.63070(W)     ADJUSTED  
 BJ5342* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BJ5342  **This station is located in a subsidence area (see below).
 BJ5342  ___________________________________________________________________
 BJ5342  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ5342  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ5342  DYNAMIC HT  -          -0.1   (meters)      -0.    (feet)  COMP
 BJ5342  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 BJ5342
 BJ5342  HORZ ORDER  -  THIRD
 BJ5342  VERT ORDER  -  THIRD (See Below)
 BJ5342
 BJ5342.The horizontal coordinates were established by classical geodetic methods
 BJ5342.and adjusted by the National Geodetic Survey in May 1993..
 BJ5342
 BJ5342 ** The orthometric height has not been validated since last determined
 BJ5342 ** by differential leveling and should not be used for control purposes.
 BJ5342 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5342 ** area with valid NAVD 88 orthometric heights.
 BJ5342 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5342 ** epoch indicated which incorporates improved geoid heights for the
 BJ5342 ** Southern Louisiana Subsidence area.
 BJ5342 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5342.The orthometric height was scaled from a topographic map.
 BJ5342.The vertical order pertains to the NGVD 29 superseded value.
 BJ5342
 BJ5342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5342
 BJ5342.The geoid height was determined by GEOID03.
 BJ5342
 BJ5342.The dynamic height is computed by dividing the NAVD 88
 BJ5342.geopotential number by the normal gravity value computed on the
 BJ5342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5342.degrees latitude (g = 980.6199 gals.).
 BJ5342
 BJ5342.The modeled gravity was interpolated from observed gravity values.
 BJ5342
 BJ5342;                    North         East     Units Scale Factor Converg.
 BJ5342;SPC LA S     -   171,192.061 1,105,503.509   MT  0.99992598   +0 32 49.2
 BJ5342;SPC LA S     -   561,652.62  3,626,972.76   sFT  0.99992598   +0 32 49.2
 BJ5342;UTM  15      - 3,326,417.966   766,204.277   MT  1.00047439   +1 22 58.1
 BJ5342
 BJ5342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5342!SPC LA S     -   1.00000415  x   0.99992598  =   0.99993013
 BJ5342!UTM  15      -   1.00000415  x   1.00047439  =   1.00047854
 BJ5342
 BJ5342                          SUPERSEDED SURVEY CONTROL
 BJ5342
 BJ5342  NGVD 29 (05/04/93)    0.04   (m)            0.1    (f) LEVELING    3  
 BJ5342
 BJ5342.Superseded values are not recommended for survey control.
 BJ5342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5342.See file dsdata.txt to determine how the superseded data were derived.
 BJ5342
 BJ5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6620426418(NAD 83)
 BJ5342_MARKER: DR = REFERENCE MARK DISK
 BJ5342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5342_SP_SET: CONCRETE POST
 BJ5342_STAMPING: LEVEE 3 1972 NO 5 1988
 BJ5342_MARK LOGO: NGS   
 BJ5342_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ5342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5342+STABILITY: SURFACE MOTION
 BJ5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5342+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1995
 BJ5342
 BJ5342  HISTORY     - Date     Condition        Report By
 BJ5342  HISTORY     - 1988     MONUMENTED       LADTD
 BJ5342  HISTORY     - 19950117 GOOD             NGS
 BJ5342  HISTORY     - 20060427 MARK NOT FOUND   NGS
 BJ5342
 BJ5342                          STATION DESCRIPTION
 BJ5342
 BJ5342'DESCRIBED BY LA TRANSP AND DEV 1988
 BJ5342'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF THE JUNCTION OF
 BJ5342'INTERSTATE HIGHWAY 10 AND WILLIAMS BLVD WHERE WILLIAMS BLVD MEETS LAKE
 BJ5342'PONTCHARTRAIN.  OWNERSHIP--EAST JEFFERSON PARISH LEVEE DISTRICT, C/O
 BJ5342'BILL MIDDLETON, DIRECTOR, SUITE C 5333 RIVER ROAD, HARAHAN LA.  PHONE
 BJ5342'504-733-0087.
 BJ5342'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5342'WILLIAMS BLVD IN KENNER, GO NORTH FOR 3.2 KM (2.00 MI) ON WILLIAMS
 BJ5342'BLVD TO A GRAVEL PARKING LOT ON THE LEFT AT THE LEVEE.  TURN LEFT AND
 BJ5342'GO WEST FOR 0.14 KM (0.10 MI) THROUGH THE PARKING LOT WITH THE MARK
 BJ5342'SET OF THE WEST EDGE OF THE PARKING LOT.
 BJ5342'THE STATION IS 20.1 M (65.9 FT) EAST-NORTHEAST FROM A CONCRETE LEVEE
 BJ5342'RIGHT-OF-WAY MARKER, 19.5 M (64.0 FT) NORTHWEST FROM A UTILITY POLE,
 BJ5342'17.4 M (57.1 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER OF THE
 BJ5342'PARKING LOT AND 0.9 M (3.0 FT) WEST FROM THE WEST EDGE OF THE PARKING
 BJ5342'LOT.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 BJ5342'PARKING LOT.
 BJ5342
 BJ5342                          STATION RECOVERY (1995)
 BJ5342
 BJ5342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 BJ5342'3.3 KM (2.05 MI) NORTHERLY ALONG STATE HIGHWAY 49 (WILLIAMS BOULEVARD)
 BJ5342'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN KENNER, THENCE 0.15
 BJ5342'WESTERLY ALONG THE PONTCHARTRAIN CENTER ENTRANCE ROAD, ALONG THE NORTH
 BJ5342'EDGE OF A GRAVELED PARKING AREA, 35.1 M (115.2 FT) SOUTH OF THE CENTER
 BJ5342'OF A LEVEE, 24.7 M (81.0 FT) NORTH OF THE ROAD CENTER, 24.8 M (81.4
 BJ5342'FT) SOUTHWEST OF TRIANGULATION STATION LEVEE 3, 0.3 M (1.0 FT) ABOVE
 BJ5342'THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT)
 BJ5342'BELOW THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED.
 BJ5342
 BJ5342                          STATION RECOVERY (2006)
 BJ5342
 BJ5342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ5342'NOT RECOVERED, THERE IS A PARKING LOT WHERE MARK IS SUPPOSE TO BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3129 ***********************************************************************
 CQ3129  DESIGNATION -  LEVEE RM 2
 CQ3129  PID         -  CQ3129
 CQ3129  STATE/COUNTY-  LA/BOSSIER
 CQ3129  USGS QUAD   -  BOSSIER POINT (1972)
 CQ3129
 CQ3129                         *CURRENT SURVEY CONTROL
 CQ3129  ___________________________________________________________________
 CQ3129* NAD 83(1992)-  32 15 57.27925(N)    093 28 55.25636(W)     ADJUSTED  
 CQ3129* NAVD 88     -        47.9    (meters)     157.     (feet)  VERTCON   
 CQ3129  ___________________________________________________________________
 CQ3129  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CQ3129  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3129
 CQ3129  HORZ ORDER  -  SECOND
 CQ3129
 CQ3129.The horizontal coordinates were established by classical geodetic methods
 CQ3129.and adjusted by the National Geodetic Survey in January 1993..
 CQ3129
 CQ3129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3129
 CQ3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3129
 CQ3129.The geoid height was determined by GEOID03.
 CQ3129
 CQ3129;                    North         East     Units Scale Factor Converg.
 CQ3129;SPC LA N     -   196,215.958   907,482.514   MT  0.99993314   -0 31 09.1
 CQ3129;SPC LA N     -   643,751.86  2,977,298.88   sFT  0.99993314   -0 31 09.1
 CQ3129;UTM  15      - 3,570,012.474   454,602.702   MT  0.99962541   -0 15 26.4
 CQ3129
 CQ3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3129!SPC LA N     -   0.99999654  x   0.99993314  =   0.99992968
 CQ3129!UTM  15      -   0.99999654  x   0.99962541  =   0.99962195
 CQ3129
 CQ3129:                Primary Azimuth Mark                     Grid Az
 CQ3129:SPC LA N     -  LIBERTY                                  115 24 01.9
 CQ3129:UTM  15      -  LIBERTY                                  115 08 19.2
 CQ3129
 CQ3129|---------------------------------------------------------------------|
 CQ3129| PID    Reference Object                     Distance      Geod. Az  |
 CQ3129|                                                           dddmmss.s |
 CQ3129| CQ3117 LIBERTY                             APPROX. 7.9 KM 1145252.8 |
 CQ3129| CQ3130 LEVEE                                19.347 METERS 35220     |
 CQ3129|---------------------------------------------------------------------|
 CQ3129
 CQ3129                          SUPERSEDED SURVEY CONTROL
 CQ3129
 CQ3129  NAD 83(1986)-  32 15 57.29249(N)    093 28 55.25015(W) AD(       ) 2
 CQ3129  NAD 27      -  32 15 56.72625(N)    093 28 54.62129(W) AD(       ) 2
 CQ3129  NGVD 29 (07/19/86)   48.0    (m)          157.     (f) VERT ANG       
 CQ3129
 CQ3129.Superseded values are not recommended for survey control.
 CQ3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3129.See file dsdata.txt to determine how the superseded data were derived.
 CQ3129
 CQ3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5460370012(NAD 83)
 CQ3129_MARKER: DD = SURVEY DISK
 CQ3129_SETTING: 0 = UNSPECIFIED SETTING
 CQ3129
 CQ3129  HISTORY     - Date     Condition        Report By
 CQ3129  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3129  HISTORY     - 20020511 MARK NOT FOUND   USPSQD
 CQ3129
 CQ3129                          STATION DESCRIPTION
 CQ3129
 CQ3129'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3129'THE STATION IS LOCATED 18.40 MILES SOUTH OF BOSSIER CITY LIMITS
 CQ3129'AND 4.25 MILES NORTH OF STATE HIGHWAY 4 - U.S. HIGHWAY 71 AND
 CQ3129'ON PROPERTY OWNED BY U.S. GOVERNMENT.
 CQ3129'
 CQ3129'REFERENCE MARK NO. 2 IS 63.48 FEET SOUTH OF THE STATION.  IT IS
 CQ3129'1.00 FEET EAST OF THE CENTER OF THE LEVEE, 28.50 FEET WEST OF
 CQ3129'THE EAST FENCE BY LEVEE, 37.50 FEET EAST OF WEST FENCE BY LEVEE,
 CQ3129'250.0 FEET SOUTH OF CENTER OF DRIVE TO LEVEE FROM U.S. HIGHWAY
 CQ3129'71.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 CQ3129'AND GEODETIC SURVEY DISK STAMPED R.M. NO. 2 LEVEE 1969, AND
 CQ3129'FLUSH WITH THE GROUND.
 CQ3129'
 CQ3129'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 68.15
 CQ3129'FEET.
 CQ3129
 CQ3129                          STATION RECOVERY (2002)
 CQ3129
 CQ3129'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4219 ***********************************************************************
 BJ4219  DESIGNATION -  LEWIS
 BJ4219  PID         -  BJ4219
 BJ4219  STATE/COUNTY-  LA/ST TAMMANY
 BJ4219  USGS QUAD   -  MANDEVILLE (1979)
 BJ4219
 BJ4219                         *CURRENT SURVEY CONTROL
 BJ4219  ___________________________________________________________________
 BJ4219* NAD 83(1992)-  30 21 56.43263(N)    090 06 19.70499(W)     ADJUSTED  
 BJ4219* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BJ4219  ___________________________________________________________________
 BJ4219  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BJ4219  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ4219
 BJ4219  HORZ ORDER  -  FIRST
 BJ4219
 BJ4219.The horizontal coordinates were established by classical geodetic methods
 BJ4219.and adjusted by the National Geodetic Survey in January 1993..
 BJ4219
 BJ4219.The orthometric height was scaled from a topographic map.
 BJ4219
 BJ4219.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4219
 BJ4219.The geoid height was determined by GEOID03.
 BJ4219
 BJ4219;                    North         East     Units Scale Factor Converg.
 BJ4219;SPC LA S     -   207,433.206 1,118,026.220   MT  0.99994594   +0 36 50.2
 BJ4219;SPC LA S     -   680,553.78  3,668,057.69   sFT  0.99994594   +0 36 50.2
 BJ4219;UTM  15      - 3,362,860.576   778,199.457   MT  1.00055492   +1 27 51.0
 BJ4219
 BJ4219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4219!SPC LA S     -   1.00000405  x   0.99994594  =   0.99994999
 BJ4219!UTM  15      -   1.00000405  x   1.00055492  =   1.00055897
 BJ4219
 BJ4219|---------------------------------------------------------------------|
 BJ4219| PID    Reference Object                     Distance      Geod. Az  |
 BJ4219|                                                           dddmmss.s |
 BJ4219| CW2032 LEWIS RM 1                           40.869 METERS 04958     |
 BJ4219| CW2031 LEWIS AZ MK                                        1064319.5 |
 BJ4219| BJ4227 TCHEFUNCTA RIVER RANGE REAR LT      APPROX. 6.3 KM 2841142.3 |
 BJ4219| CW2033 LEWIS RM 2                           40.050 METERS 35646     |
 BJ4219|---------------------------------------------------------------------|
 BJ4219
 BJ4219                          SUPERSEDED SURVEY CONTROL
 BJ4219
 BJ4219  NAD 83(1986)-  30 21 56.44427(N)    090 06 19.70331(W) AD(       ) 1
 BJ4219  NAD 27      -  30 21 55.74145(N)    090 06 19.42558(W) AD(       ) 1
 BJ4219
 BJ4219.Superseded values are not recommended for survey control.
 BJ4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4219.See file dsdata.txt to determine how the superseded data were derived.
 BJ4219
 BJ4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7819962861(NAD 83)
 BJ4219_MARKER: DS = TRIANGULATION STATION DISK
 BJ4219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4219
 BJ4219  HISTORY     - Date     Condition        Report By
 BJ4219  HISTORY     - 1953     MONUMENTED       CGS
 BJ4219  HISTORY     - 1957     SEE DESCRIPTION  CGS
 BJ4219
 BJ4219                          STATION DESCRIPTION
 BJ4219
 BJ4219'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4219'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF MANDEVILLE ON
 BJ4219'THE NORTH SHORE OF LAKE PONTCHARTRAIN AT THE SOUTH END OF A
 BJ4219'NORTH-SOUTH ROAD, 32 FEET EAST OF A FENCE CORNER, 25 FEET NORTH
 BJ4219'OF THE SHORE LINE AND 14 FEET EAST-NORTHEAST OF A WOODEN RUNWAY
 BJ4219'EXTENDING INTO THE LAKE.  IT IS STAMPED LEWIS 1953 AND PROJECTS
 BJ4219'4 INCHES.
 BJ4219'
 BJ4219'REFERENCE MARK NO. 1 IS IN A SMALL CLEARING 100 FEET EAST OF
 BJ4219'THE CENTER OF NORTH-SOUTH ROAD.  IT IS A STANDARD BRONZE DISK
 BJ4219'WELDED ON THE TOP OF A 3 INCH IRON PIPE PROJECTING 6 INCHES
 BJ4219'AND IS STAMPED LEWIS NO 1 1953.
 BJ4219'
 BJ4219'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN
 BJ4219'A DRILL HOLE IN THE NORTH HEADWALL OF A CONCRETE CULVERT IN
 BJ4219'DRIVEWAY LEADING INTO A YARD AND IS STAMPED LEWIS NO 2 1953.
 BJ4219'
 BJ4219'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 118.86 FEET.
 BJ4219'
 BJ4219'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BJ4219'HOLE IN THE TOP OF THE SEA-WALL AT THE WEST END OF LAKE STREET
 BJ4219'IN MANDEVILLE AND IS STAMPED LEWIS 1953.
 BJ4219'
 BJ4219'TO REACH THE STATION FROM THE INTERSECTION OF LAKE STREET AND
 BJ4219'GERARD STREET IN THE SOUTH EDGE OF MANDEVILLE, GO WEST ON LAKE
 BJ4219'STREET FOR 0.8 MILE TO A T ROAD RIGHT, (CONTINUE WEST FOR 0.2
 BJ4219'MILE TO END OF STREET AND AZIMUTH MARK IN SEA-WALL AS DESCRIBED)
 BJ4219'TURN RIGHT AND GO NORTH ON CARONDOLET STREET FOR 0.4 MILE TO A
 BJ4219'CROSSROAD.  TURN LEFT AND GO WEST ON MONROE STREET FOR 1.15 MILE
 BJ4219'TO A T INTERSECTION, TURN LEFT AND GO SOUTH AND WEST FOR 0.15
 BJ4219'MILE TO A FORK, TAKE LEFT FORK AND GO SOUTH ON MAIN TRAVELED
 BJ4219'ROAD FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST
 BJ4219'FOR 0.3 MILE TO A T ROAD LEFT TURN LEFT AND GO SOUTH FOR 0.3
 BJ4219'MILE TO END OF ROAD AND STATION AS DESCRIBED.
 BJ4219'
 BJ4219'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4219
 BJ4219                          STATION RECOVERY (1957)
 BJ4219
 BJ4219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BJ4219'THE STATION WAS VISITED 12-5-57 AND ALL MARKS WERE FOUND IN
 BJ4219'GOOD CONDITION, WITH THE EXCEPTION OF THE STATION MARK WHICH HAS
 BJ4219'BEEN EXPOSED TO THE WAVE ACTION OF THE WATER AND WAVES OF THE LAKE
 BJ4219'AND IS NOW PROJECTING ABOUT 2 FEET.  DUE TO THE DANGER OF THE
 BJ4219'STATION BEING DESTROYED, A NEW STATION WAS ESTABLISHED, LEWIS
 BJ4219'2 1957, 21,495 METERS NORTHEAST OF THE THE STATION.  THE
 BJ4219'STATION MARK WAS LEFT INTACT AFTER THE NEW MARK WAS
 BJ4219'ESTABLISHED, BUT IT IS EXPECTED TO BE DESTROYED IN THE FUTURE
 BJ4219'BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3314 ***********************************************************************
 CQ3314  DESIGNATION -  LEWIS
 CQ3314  PID         -  CQ3314
 CQ3314  STATE/COUNTY-  LA/CADDO
 CQ3314  USGS QUAD   -  VIVIAN SOUTH (1971)
 CQ3314
 CQ3314                         *CURRENT SURVEY CONTROL
 CQ3314  ___________________________________________________________________
 CQ3314* NAD 83(1992)-  32 48 43.96116(N)    093 59 38.90499(W)     ADJUSTED  
 CQ3314* NAVD 88     -        58.20   (+/-2cm)     190.9    (feet)  VERTCON   
 CQ3314  ___________________________________________________________________
 CQ3314  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ3314  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CQ3314
 CQ3314  HORZ ORDER  -  FIRST
 CQ3314  VERT ORDER  -  THIRD ? (See Below)
 CQ3314
 CQ3314.The horizontal coordinates were established by classical geodetic methods
 CQ3314.and adjusted by the National Geodetic Survey in September 1999..
 CQ3314
 CQ3314.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3314.The vertical order pertains to the NGVD 29 superseded value.
 CQ3314
 CQ3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3314
 CQ3314.The geoid height was determined by GEOID03.
 CQ3314
 CQ3314;                    North         East     Units Scale Factor Converg.
 CQ3314;SPC LA N     -   257,342.724   860,072.077   MT  1.00003643   -0 47 23.8
 CQ3314;SPC LA N     -   844,298.59  2,821,753.14   sFT  1.00003643   -0 47 23.8
 CQ3314;SPC TXNC     - 2,136,076.235 1,021,797.405   MT  0.99988130   +2 27 26.9
 CQ3314;SPC TXNC     - 7,008,110.11  3,352,346.99   sFT  0.99988130   +2 27 26.9
 CQ3314;UTM  15      - 3,630,906.546   406,933.381   MT  0.99970680   -0 32 19.5
 CQ3314
 CQ3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3314!SPC LA N     -   0.99999499  x   1.00003643  =   1.00003142
 CQ3314!SPC TXNC     -   0.99999499  x   0.99988130  =   0.99987629
 CQ3314!UTM  15      -   0.99999499  x   0.99970680  =   0.99970179
 CQ3314
 CQ3314:                Primary Azimuth Mark                     Grid Az
 CQ3314:SPC LA N     -  VIVIAN                                   004 59 08.4
 CQ3314:SPC TXNC     -  VIVIAN                                   001 44 17.7
 CQ3314:UTM  15      -  VIVIAN                                   004 44 04.1
 CQ3314
 CQ3314|---------------------------------------------------------------------|
 CQ3314| PID    Reference Object                     Distance      Geod. Az  |
 CQ3314|                                                           dddmmss.s |
 CQ3314| CQ3316 VIVIAN                              APPROX. 9.6 KM 0041144.6 |
 CQ3314| CX6658 LEWIS RM 1                           35.060 METERS 12836     |
 CQ3314| CX6659 LEWIS RM 2                            2.500 METERS 26630     |
 CQ3314|---------------------------------------------------------------------|
 CQ3314
 CQ3314                          SUPERSEDED SURVEY CONTROL
 CQ3314
 CQ3314  NAD 83(1992)-  32 48 43.96291(N)    093 59 38.90445(W) AD(       ) 1
 CQ3314  NAD 83(1992)-  32 48 43.96554(N)    093 59 38.89917(W) AD(       ) 1
 CQ3314  NAD 83(1986)-  32 48 43.97226(N)    093 59 38.89452(W) AD(       ) 1
 CQ3314  NAD 27      -  32 48 43.46700(N)    093 59 38.24100(W) AD(       ) 1
 CQ3314  NGVD 29 (07/19/86)   58.25   (m)          191.1    (f) LEVELING    3  
 CQ3314
 CQ3314.Superseded values are not recommended for survey control.
 CQ3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3314.See file dsdata.txt to determine how the superseded data were derived.
 CQ3314
 CQ3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0693330907(NAD 83)
 CQ3314_MARKER: DS = TRIANGULATION STATION DISK
 CQ3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3314
 CQ3314  HISTORY     - Date     Condition        Report By
 CQ3314  HISTORY     - 1930     MONUMENTED       CGS
 CQ3314  HISTORY     - 1935     GOOD             LAGS
 CQ3314  HISTORY     - 1958     MARK NOT FOUND   CGS
 CQ3314
 CQ3314                          STATION DESCRIPTION
 CQ3314
 CQ3314'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3314'ABOUT 4 MILES S OF THE TOWN OF VIVIAN, 1 MILE NW OF LEWIS
 CQ3314'RAILROAD STATION, ABOUT 1 MILE W OF JUNCTION STATE HIGHWAYS 8
 CQ3314'AND 202, 11.8 METERS (39 FEET) N OF CENTER LINE OF PAVEMENT
 CQ3314'OF HIGHWAY 202, AND 17.87 METERS (58.6 FEET) E OF NO. 30 CADDO
 CQ3314'PARISH RIGHT-OF-WAY STAKE, A 2 1/2-INCH PIPE.
 CQ3314'
 CQ3314'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3314'DISKS SET IN CONCRETE.
 CQ3314'
 CQ3314'REFERENCE MARK NO. 1 IS ON S SIDE OF HIGHWAY, 35.06 METERS (115.0
 CQ3314'FEET) FROM STATION S 51 DEG 24 MIN E.
 CQ3314'
 CQ3314'REFERENCE MARK NO. 2 IS 25.7 METERS (84 FEET) SE OF NO. 49
 CQ3314'CADDO PARISH RIGHT-OF-WAY STAKE, 10.0 METERS (33 FEET) S OF
 CQ3314'CENTER LINE OF HIGHWAY, AND ABOUT 250 METERS (820 FEET) FROM
 CQ3314'STATION S 86 DEG 30 MIN 13 SEC W.
 CQ3314
 CQ3314                          STATION RECOVERY (1935)
 CQ3314
 CQ3314'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3314'STATION AND ALL MARKS RECOVERED AS DESCRIBED.  IT IS ABOUT 4
 CQ3314'MILES S OF THE TOWN OF VIVIAN, LA., 1 MILE NW OF LEWIS RAILROAD
 CQ3314'STATION, ABOUT 0.75 MILE W OF JUNCTION OF STATE HIGHWAYS 8
 CQ3314'AND 202, 39 FEET N OF CENTER LINE OF PAVEMENT OF ROUTE 202,
 CQ3314'AND 60 FEET E OF HIGHWAY 41 CADDO PARISH RIGHT-OF-WAY STAKE,
 CQ3314'A 2 1/2-INCH PIPE.
 CQ3314
 CQ3314                          STATION RECOVERY (1958)
 CQ3314
 CQ3314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3314'THE STATION AND ALL MARKS WERE SEARCHED FOR AND COULD NOT BE
 CQ3314'LOCATED.  A NEW STATION LEWIS 2 WAS ESTABLISHED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3313 ***********************************************************************
 BK3313  DESIGNATION -  LEWIS
 BK3313  PID         -  BK3313
 BK3313  STATE/COUNTY-  LA/CALCASIEU
 BK3313  USGS QUAD   -  WESTLAKE (1996)
 BK3313
 BK3313                         *CURRENT SURVEY CONTROL
 BK3313  ___________________________________________________________________
 BK3313* NAD 83(1992)-  30 13 57.23958(N)    093 21 34.92242(W)     ADJUSTED  
 BK3313* NAVD 88     -         4.9  **(meters)      16.   **(feet)  GPS OBS   
 BK3313  **This station is located in a subsidence area (see below).
 BK3313  ___________________________________________________________________
 BK3313  X           -    -323,220.051 (meters)                     COMP
 BK3313  Y           -  -5,505,822.195 (meters)                     COMP
 BK3313  Z           -   3,192,663.187 (meters)                     COMP
 BK3313  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK3313  ELLIP HEIGHT-         -22.54  (meters)          (02/20/02) GPS OBS
 BK3313  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK3313
 BK3313  HORZ ORDER  -  FIRST
 BK3313  ELLP ORDER  -  FOURTH    CLASS I
 BK3313
 BK3313.The horizontal coordinates were established by GPS observations
 BK3313.and adjusted by the National Geodetic Survey in January 1995..
 BK3313
 BK3313 ** The orthometric height has not been validated since last determined
 BK3313 ** by differential leveling and should not be used for control purposes.
 BK3313 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3313 ** area with valid NAVD 88 orthometric heights.
 BK3313 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3313 ** epoch indicated which incorporates improved geoid heights for the
 BK3313 ** Southern Louisiana Subsidence area.
 BK3313 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3313.The orthometric height was determined by GPS observations and a
 BK3313.high-resolution geoid model.
 BK3313
 BK3313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3313
 BK3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3313
 BK3313.The ellipsoidal height was determined by GPS observations
 BK3313.and is referenced to NAD 83.
 BK3313
 BK3313.The geoid height was determined by GEOID03.
 BK3313
 BK3313;                    North         East     Units Scale Factor Converg.
 BK3313;SPC LA S     -   193,770.133   804,963.912   MT  0.99993389   -1 00 47.6
 BK3313;SPC LA S     -   635,727.51  2,640,952.43   sFT  0.99993389   -1 00 47.6
 BK3313;UTM  15      - 3,344,610.771   465,388.768   MT  0.99961478   -0 10 52.0
 BK3313
 BK3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3313!SPC LA S     -   1.00000354  x   0.99993389  =   0.99993743
 BK3313!UTM  15      -   1.00000354  x   0.99961478  =   0.99961832
 BK3313
 BK3313                          SUPERSEDED SURVEY CONTROL
 BK3313
 BK3313  ELLIP H (01/13/95)  -22.45   (m)                       GP(       ) 3 2
 BK3313  NAD 83(1992)-  30 13 57.23966(N)    093 21 34.92084(W) AD(       ) 1
 BK3313  ELLIP H (01/21/93)  -22.50   (m)                       GP(       ) 4 2
 BK3313  NAD 83(1986)-  30 13 57.26097(N)    093 21 34.91095(W) AD(       ) 1
 BK3313  NGVD 29 (05/20/88)    4.8    (m)           16.     (f) GPS OBS        
 BK3313
 BK3313.Superseded values are not recommended for survey control.
 BK3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3313.See file dsdata.txt to determine how the superseded data were derived.
 BK3313
 BK3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6538944611(NAD 83)
 BK3313_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3313_STAMPING: LEWIS 1987
 BK3313_MARK LOGO: NGS   
 BK3313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3313+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1990
 BK3313
 BK3313  HISTORY     - Date     Condition        Report By
 BK3313  HISTORY     - 1987     MONUMENTED       LADTD
 BK3313  HISTORY     - 19901221 GOOD             VFM
 BK3313  HISTORY     - 20021102 GOOD             USPSQD
 BK3313
 BK3313                          STATION DESCRIPTION
 BK3313
 BK3313'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3313'THE STATION IS LOCATED IN THE EAST SECTION OF SULPHUR, ON THE
 BK3313'GROUNDS OF THE LEWIS JUNIOR HIGH SCHOOL, IN A LARGE GRASS AREA
 BK3313'BETWEEN THE ROAD AND THE PARKING LOT ON THE EAST SIDE OF THE
 BK3313'BUILDING.
 BK3313'OWNERSHIP--CALCASIEU PARISH SCHOOL BOARD, C/O SUPERINTENDENT BILLY
 BK3313'MOSES, PO BOX 800, LAKE CHARLES LA 70602.  PHONE 318-491-1600.
 BK3313'
 BK3313'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3313'HIGHWAY 27 SOUTH IN SULPHUR, GO EAST FOR 0.92 KM (0.6 MI) ON
 BK3313'HIGHWAYS 27 AND 90 TO HIGHWAY 27 NORTH ON THE LEFT.
 BK3313'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.8 KM (0.5 MI) ON HIGHWAYS
 BK3313'27 AND 90 TO A CROSSROAD (STATE HIGHWAY 3077) AND THE AZIMUTH MARK
 BK3313'ON THE RIGHT.
 BK3313'TURN RIGHT AND GO SOUTH FOR 0.44 KM (0.3 MI) ON HIGHWAY 3077
 BK3313'(ARIZONA STREET) TO THE STATION ON THE RIGHT ABOUT 30 METERS WEST
 BK3313'OF THE ROAD.
 BK3313'
 BK3313'THE STATION IS A STANDARD NGS DISK
 BK3313'STAMPED---LEWIS 1987---,
 BK3313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3313'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3313'32.4 METERS (106.5 FT) WEST FROM THE CENTER OF THE ROAD,
 BK3313'22 METERS (72 FT) NORTH FROM THE NORTH EDGE OF THE SOUTH DRIVE,
 BK3313'54.7 METERS (179.5 FT) SOUTH FROM THE SOUTH CURB OF THE NORTH DRIVE,
 BK3313'35.6 METERS (117 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 BK3313'BUILDING WING,
 BK3313'13.7 METERS (45 FT) EAST FROM THE CENTER OF A DRAIN GRATE IN THE
 BK3313'PARKING LOT AND
 BK3313'2.1 METERS (7 FT) EAST FROM THE EAST EDGE OF A SIDEWALK.
 BK3313'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 BK3313'STAMPED---LEWIS 1987---,
 BK3313'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3313'
 BK3313'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3313'STAMPED---LEWIS 1987---,
 BK3313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3313'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3313'14.3 METERS (47 FT) SOUTH FROM THE CENTER OF THE FOUR LANE HIGHWAY,
 BK3313'30.1 METERS (99 FT) WEST FROM THE CENTER OF ARIZONA STREET,
 BK3313'1.5 METERS (5 FT) NORTH FROM THE NORTH EDGE OF THE PARKING LOT,
 BK3313'2.6 METERS (8.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 BK3313'DRAIN GRATE,
 BK3313'9.6 METERS (31.5 FT) EAST-NORTHEAST FROM A UTILITY POLE AT THE
 BK3313'PARKING LOT ENTRANCE AND
 BK3313'10.2 METERS (33.5 FT) WEST-NORTHWEST FROM THE KROGER SIGNPOST.
 BK3313'TO REACH THE AZIMUTH FROM THE STATION,
 BK3313'GO NORTH FOR 0.44 KM (0.3 MI) ON ARIZONA STREET TO THE MARK ON THE
 BK3313'LEFT IN THE NORTHEAST CORNER OF THE KROGER PARKING LOT.
 BK3313
 BK3313                          STATION RECOVERY (1990)
 BK3313
 BK3313'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3313'RECOVERED AS DESCRIBED.
 BK3313
 BK3313                          STATION RECOVERY (2002)
 BK3313
 BK3313'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 BK3313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4220 ***********************************************************************
 BJ4220  DESIGNATION -  LEWIS 2
 BJ4220  PID         -  BJ4220
 BJ4220  STATE/COUNTY-  LA/ST TAMMANY
 BJ4220  USGS QUAD   -  MANDEVILLE (1979)
 BJ4220
 BJ4220                         *CURRENT SURVEY CONTROL
 BJ4220  ___________________________________________________________________
 BJ4220* NAD 83(1992)-  30 21 56.92882(N)    090 06 19.13805(W)     ADJUSTED  
 BJ4220* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 BJ4220  ___________________________________________________________________
 BJ4220  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BJ4220  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ4220
 BJ4220  HORZ ORDER  -  FIRST
 BJ4220
 BJ4220.The horizontal coordinates were established by classical geodetic methods
 BJ4220.and adjusted by the National Geodetic Survey in January 1993..
 BJ4220
 BJ4220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4220
 BJ4220.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4220
 BJ4220.The geoid height was determined by GEOID03.
 BJ4220
 BJ4220;                    North         East     Units Scale Factor Converg.
 BJ4220;SPC LA S     -   207,448.646 1,118,041.194   MT  0.99994596   +0 36 50.5
 BJ4220;SPC LA S     -   680,604.43  3,668,106.82   sFT  0.99994596   +0 36 50.5
 BJ4220;UTM  15      - 3,362,876.246   778,214.209   MT  1.00055502   +1 27 51.3
 BJ4220
 BJ4220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4220!SPC LA S     -   1.00000400  x   0.99994596  =   0.99994996
 BJ4220!UTM  15      -   1.00000400  x   1.00055502  =   1.00055902
 BJ4220
 BJ4220:                Primary Azimuth Mark                     Grid Az
 BJ4220:SPC LA S     -  MANDEVILLE ST POLICE RAD TWR             022 51 02.0
 BJ4220:UTM  15      -  MANDEVILLE ST POLICE RAD TWR             022 00 01.2
 BJ4220
 BJ4220|---------------------------------------------------------------------|
 BJ4220| PID    Reference Object                     Distance      Geod. Az  |
 BJ4220|                                                           dddmmss.s |
 BJ4220| BJ4209 MANDEVILLE ST POLICE RAD TWR        APPROX. 4.4 KM 0232752.5 |
 BJ4220| CW2032 LEWIS RM 1                           19.563 METERS 05543     |
 BJ4220| CW2034 LEWIS 2 AZ MK                                      1015524.0 |
 BJ4220| BJ4217 MANDEVILLE MUNICIPAL TANK           APPROX. 4.0 KM 1065831.2 |
 BJ4220| CS7254 LEWIS 2 RM 3                         27.777 METERS 31917     |
 BJ4220| CW2033 LEWIS RM 2                           30.273 METERS 32454     |
 BJ4220|---------------------------------------------------------------------|
 BJ4220
 BJ4220                          SUPERSEDED SURVEY CONTROL
 BJ4220
 BJ4220  NAD 83(1986)-  30 21 56.94039(N)    090 06 19.13644(W) AD(       ) 1
 BJ4220  NAD 27      -  30 21 56.23732(N)    090 06 18.85901(W) AD(       ) 1
 BJ4220  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 BJ4220
 BJ4220.Superseded values are not recommended for survey control.
 BJ4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4220.See file dsdata.txt to determine how the superseded data were derived.
 BJ4220
 BJ4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7821462876(NAD 83)
 BJ4220_MARKER: DS = TRIANGULATION STATION DISK
 BJ4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4220
 BJ4220  HISTORY     - Date     Condition        Report By
 BJ4220  HISTORY     - 1957     MONUMENTED       CGS
 BJ4220  HISTORY     - 1970     GOOD             NGS
 BJ4220  HISTORY     - 1978     GOOD             NGS
 BJ4220
 BJ4220                          STATION DESCRIPTION
 BJ4220
 BJ4220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BJ4220'THE STATION IS LOCATED ON THE NORTH SHORE OF LAKE PONCHARTRAIN,
 BJ4220'2.5 MILES WEST OF MANDEVILLE, ABOUT 0.5 MILE WEST OF THE NORTH
 BJ4220'PLAZA OF THE LAKE PONCHARTRAIN CAUSEWAY AND ON LAND OWNED BY
 BJ4220'THE PORTERMAN ESTATE.  IT IS 82 PACES SOUTH OF A LARGE 7-FOOT
 BJ4220'OAK TREE GROWING ON THE EAST SHOULDER OF THE ROAD LEADING
 BJ4220'TO THE LAKE, 52 FEET NORTH OF THE NORTH EDGE OF THE LAKE, 48
 BJ4220'FEET EAST OF THE CENTER OF THE ROAD, 30 FEET EAST OF THE WEST
 BJ4220'DITCH OF THE ROAD, 99 FEET SOUTHEAST OF THE CENTER OF THE
 BJ4220'GATE LEADING TO A TWO STORY HOUSE, 84 FEET WEST OF A
 BJ4220'2-FOOT PECAN TREE, 39 FEET SOUTH OF THE PROJECTED PLANE OF
 BJ4220'THE SOUTH WALL OF THE TWO STORY HOUSE, 41 FEET SOUTH-SOUTHEAST
 BJ4220'OF A 10-INCH PECAN TREE, AND 91 FEET NORTHEAST OF A FENCE
 BJ4220'CORNER ON THE WEST SIDE OF THE ROAD.  IT IS A STANDARD DISK,
 BJ4220'STAMPED LEWIS 2 1957, PROJECTING 6 INCHES.
 BJ4220'
 BJ4220'REFERENCE MARK NO. 1 IS 67.17 FEET NORTHEAST OF THE STATION, 99
 BJ4220'FEET EAST OF THE ROAD LEADING TO THE LAKE, 7 FEET NORTH OF THE
 BJ4220'PROJECTED PLANE OF THE SOUTH WALL OF THE TWO STORY BUILDING
 BJ4220'WEST OF THE ROAD, 90 FEET NORTH OF THE NORTH EDGE OF THE LAKE,
 BJ4220'12.5 FEET SOUTHEAST OF AN 8-INCH DEFORMED PINE TREE, 49 FEET
 BJ4220'NORTHWEST OF A 2-FOOT PECAN TREE, AND 72 FEET WEST-SOUTHWEST
 BJ4220'OF A 3-FOOT LEANING OAK TREE.  IT IS A STANDARD DISK, STAMPED
 BJ4220'LEWIS NO 1 1953, WELDED ON THE TOP OF A 3-INCH IRON PIPE
 BJ4220'PROJECTING 6 INCHES.
 BJ4220'
 BJ4220'REFERENCE MARK NO. 2 IS 99.11 FEET NORTHWEST OF THE STATION SET
 BJ4220'IN THE EAST END OF THE NORTH CONCRETE HEADWALL OF THE DRIVEWAY TO
 BJ4220'THE TWO STORY BUILDING, 9 FEET EAST OF A FENCE LINE AND 18 FEET
 BJ4220'WEST OF THE CENTER OF THE ROAD, AND 135 FEET NORTH OF THE EDGE
 BJ4220'OF THE LAKE.  IT IS A STANDARD DISK SET IN A DRILL HOLE, STAMPED
 BJ4220'LEWIS NO 2 1953.  NOTE--THE ARROW ON THE DISK IS POINTING
 BJ4220'ABOUT 30 DEGREES TO THE SOUTH OF THE STATION.
 BJ4220'
 BJ4220'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 118.9
 BJ4220'FEET.
 BJ4220'
 BJ4220'NO AZIMUTH MARK WAS SET FOR THIS STATION HOWEVER MANDEVILLE
 BJ4220'MUNICIPAL WATER TANK, FONTAINEBLEAU STATE PARK WATER TANK AND
 BJ4220'STATION STATE 2 1957 CAN BE USED AS AN AZIMUTH, ALL BEING
 BJ4220'VISIBLE FROM THE GROUND.
 BJ4220'
 BJ4220'TO REACH THE STATION FROM THE NORTH PLAZA OF THE LAKE PONCHARTRAIN
 BJ4220'CAUSEWAY, GO NORTH FOR 0.45 MILE TO A CROSSROAD, TURN LEFT AND GO
 BJ4220'WEST FOR 0.2 MILE TO A T INTERSECTION, TURN LEFT AND GO 0.45
 BJ4220'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.35 MILE
 BJ4220'TO A SIDE ROAD LEFT, (NEW BRICK HOUSE AND FENCED YARD IN THE
 BJ4220'SOUTHEAST ANGLE OF THE INTERSECTION), TURN LEFT AND GO SOUTH
 BJ4220'TOWARD THE LAKE FOR 0.25 MILE TO THE STATION ON THE LEFT.
 BJ4220
 BJ4220                          STATION RECOVERY (1970)
 BJ4220
 BJ4220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4220'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 BJ4220'RECOVERED AND FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET IN
 BJ4220'1957.  A NEW AZIMUTH MARK WAS SET AT THIS DATE.  A COMPLETE NEW
 BJ4220'DESCRIPTION FOLLOWS.
 BJ4220'
 BJ4220'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF COVINGTON, 4 MILES
 BJ4220'SOUTHEAST OF MADISONVILLE AND 0.6 MILE WEST OF THE NORTH END OF LAKE
 BJ4220'PONCHARTRAIN CAUSEWAY.
 BJ4220'
 BJ4220'TO REACH THE STATION FROM THE TOLL GATE AT THE NORTH END OF THE LAKE
 BJ4220'PONCHARTRAIN CAUSEWAY, GO NORTH FOR 0.2 MILE TO THE ENTRANCE TO
 BJ4220'GOLDEN SHORES ON THE LEFT.  TURN LEFT AND GO WEST ON THE BOULEVARD
 BJ4220'AND COPAL STREET FOR 0.7 MILE TO A SIDE STREET TO THE LEFT.  TURN
 BJ4220'LEFT AND GO SOUTH FOR 0.25 MILE TO THE STATION ON THE LEFT.
 BJ4220'
 BJ4220'THE STATION MARK IS A STANDARD DISK, STAMPED LEWIS 2 1957, SET IN THE
 BJ4220'TOP OF A SQUARE CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND
 BJ4220'SURFACE.  IT IS 70 FEET NORTH OF THE NORTH SHORE LINE OF LAKE
 BJ4220'PONCHARTRAIN AND 47 FEET EAST OF THE STREET.
 BJ4220'
 BJ4220'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEWIS 2 NO 1 1957,
 BJ4220'WELDED ON THE TOP OF A 3-INCH IRON PIPE THAT IS 20 INCHES BELOW THE
 BJ4220'GROUND SURFACE.  IT IS 110 FEET EAST OF THE STREET, 108 FEET NORTH
 BJ4220'OF THE NORTH SHORE LINE OF THE LAKE AND 3.5 FEET NORTH OF TWO 3-INCH
 BJ4220'PINE TREES.
 BJ4220'
 BJ4220'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEWIS 2 NO 2 1957, SET
 BJ4220'IN A DRILL HOLE IN THE NORTH HEADWALL OF A LOW CONCRETE CULVERT THAT
 BJ4220'IS PROJECTING 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET
 BJ4220'WEST OF THE STREET AND 6 FEET NORTH OF A DRIVEWAY.
 BJ4220'
 BJ4220'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEWIS 2 1970, SET IN A DRILL
 BJ4220'HOLE IN THE NORTH ABUTMENT OF THE SOUTH BOUND LANE OF LAKE
 BJ4220'PONCHARTRAIN CAUSEWAY.  IT IS 16 FEET NORTHWEST OF THE SOUTH BOUND
 BJ4220'LANE, 2.5 FEET SOUTHWEST OF A METAL LIGHT POST AND 2 FEET EAST OF
 BJ4220'THE GUARD RAIL.
 BJ4220'
 BJ4220'TO REACH THE AZIMUTH MARK FROM THE TOLL GATE AT THE NORTH END OF THE
 BJ4220'LAKE PONCHARTRAIN CAUSEWAY GO SOUTH FOR 0.2 MILE TO THE MARK ON THE
 BJ4220'RIGHT.
 BJ4220'
 BJ4220'RM 1 TO RM 2 NOT MEASURED TO BECAUSE OF HEAVY BRUSH ON LINE.
 BJ4220'
 BJ4220'HEIGHT OF LIGHT ABOVE STATION MARK 39.0 METERS.
 BJ4220
 BJ4220                          STATION RECOVERY (1978)
 BJ4220
 BJ4220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BJ4220'THE STATION MARK AND REFERENCE MARK NO 1 WERE RECOVERED IN GOOD
 BJ4220'CONDITION.  REFERENCE MARK NO 2 WAS FOUND DESTROYED.  THE DISTANCE TO
 BJ4220'REFERENCE MARK NO 1 COMPARED FAVORABLY WITH THE PREVIOUS
 BJ4220'DISTANCE.  REFERENCE MARK NO 3 WAS ESTABLISHED THIS DATE.  DUE TO
 BJ4220'CHANGES IN THE AREA A NEW COMPLETE DESCRIPTION FOLLOWS.
 BJ4220'
 BJ4220'THE STATION IS LOCATED 2.5 MILES WEST OF MANDEVILLE, ABOUT 0.5 MILE
 BJ4220'WEST OF THE NORTH PLAZA OF THE LAKE PONCHARTRAIN CAUSEWAY AND ON THE
 BJ4220'NORTH SHORE OF LAKE PONCHARTRAIN, ON LAND OWNED BY THE PORTERMAN
 BJ4220'ESTATE.
 BJ4220'
 BJ4220'TO REACH THE STATION FROM THE NORTH PLAZA OF THE LAKE PONCHARTRAIN
 BJ4220'CAUSEWAY, GO NORTH ON THE HIGHWAY FOR 0.2 MILE TO COPAL STREET,
 BJ4220'ENTRANCE INTO GOLDEN ACRES SUB-DIVISION.  TURN LEFT AND GO WEST ON
 BJ4220'COPAL STREET FOR 0.7 MILE TO MULBERRY STREET.  TURN LEFT AND GO SOUTH
 BJ4220'ON MULBERRY STREET FOR 0.25 MILE TO THE NORTH EDGE OF THE LAKE AND
 BJ4220'THE STATION ON THE LEFT.
 BJ4220'
 BJ4220'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BJ4220'---LEWIS 2 1957---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ4220'LOCATED 15.5 METERS (51 FEET) E FROM THE CENTER OF MULBERRY STREET,
 BJ4220'9.4 METERS (31 FEET) NE FROM A CORNER FENCE POST AT THE NORTH EDGE OF
 BJ4220'THE SHORE, 6.55 METERS (21.5 FEET) N FROM A FENCELINE AT THE NORTH
 BJ4220'EDGE OF THE SHORE, 6.1 METERS (20 FEET) E FROM A NORTH-SOUTH
 BJ4220'FENCELINE, AND 0.3 METER (1 FOOT) E FROM A METAL WITNESS POST.
 BJ4220'
 BJ4220'THE UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 BJ4220'
 BJ4220'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BJ4220'STAMPED---LEWIS NO 1 1953---WELDED TO THE TOP OF A 3-INCH IRON PIPE
 BJ4220'IN A DEPRESSION ABOUT 4 FEET IN DIAMETER AND ABOUT 2 FEET DEEP.  IT
 BJ4220'IS LOCATED 29.0 METERS (95 FEET) NE FROM THE CORNER FENCE POST, 17.4
 BJ4220'METERS (57 FEET) N FROM THE PROJECTED EAST-WEST FENCELINE, 4.11
 BJ4220'METERS (13.5 FEET) SE FROM A DEFORMED PINE TREE, 0.6 METER (2 FEET) S
 BJ4220'FROM A METAL WITNESS POST, AND 0.6 METER (2 FEET) LOWER THAN THE
 BJ4220'STATION.
 BJ4220'
 BJ4220'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BJ4220'STAMPED---LEWIS 2 1957 1978---CEMENTED IN A DRILL HOLE IN THE SOUTH
 BJ4220'HEADWALL OF A CONCRETE CULVERT UNDER A DRIVEWAY LOCATED 6.1 METERS
 BJ4220'(20 FEET) E FROM THE CENTER OF MULBERRY STREET AND 1.98 METERS (6.5
 BJ4220'FEET) S FROM THE CENTER OF A DRIVEWAY LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3311 ***********************************************************************
 CQ3311  DESIGNATION -  LEWIS 2
 CQ3311  PID         -  CQ3311
 CQ3311  STATE/COUNTY-  LA/CADDO
 CQ3311  USGS QUAD   -  VIVIAN SOUTH (1971)
 CQ3311
 CQ3311                         *CURRENT SURVEY CONTROL
 CQ3311  ___________________________________________________________________
 CQ3311* NAD 83(1992)-  32 48 42.78698(N)    093 59 36.84211(W)     ADJUSTED  
 CQ3311* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 CQ3311  ___________________________________________________________________
 CQ3311  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ3311  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CQ3311
 CQ3311  HORZ ORDER  -  SECOND
 CQ3311
 CQ3311.The horizontal coordinates were established by classical geodetic methods
 CQ3311.and adjusted by the National Geodetic Survey in September 1999..
 CQ3311
 CQ3311.The orthometric height was scaled from a topographic map.
 CQ3311
 CQ3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3311
 CQ3311.The geoid height was determined by GEOID03.
 CQ3311
 CQ3311;                    North         East     Units Scale Factor Converg.
 CQ3311;SPC LA N     -   257,305.815   860,125.240   MT  1.00003634   -0 47 22.7
 CQ3311;SPC LA N     -   844,177.49  2,821,927.56   sFT  1.00003634   -0 47 22.7
 CQ3311;SPC TXNC     - 2,136,042.402 1,021,852.564   MT  0.99988133   +2 27 28.0
 CQ3311;SPC TXNC     - 7,007,999.11  3,352,527.95   sFT  0.99988133   +2 27 28.0
 CQ3311;UTM  15      - 3,630,869.882   406,986.687   MT  0.99970667   -0 32 18.4
 CQ3311
 CQ3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3311!SPC LA N     -   0.99999519  x   1.00003634  =   1.00003153
 CQ3311!SPC TXNC     -   0.99999519  x   0.99988133  =   0.99987652
 CQ3311!UTM  15      -   0.99999519  x   0.99970667  =   0.99970186
 CQ3311
 CQ3311:                Primary Azimuth Mark                     Grid Az
 CQ3311:SPC LA N     -  VIVIAN MUNICIPAL TANK                    001 35 16.0
 CQ3311:SPC TXNC     -  VIVIAN MUNICIPAL TANK                    358 20 25.3
 CQ3311:UTM  15      -  VIVIAN MUNICIPAL TANK                    001 20 11.7
 CQ3311
 CQ3311|---------------------------------------------------------------------|
 CQ3311| PID    Reference Object                     Distance      Geod. Az  |
 CQ3311|                                                           dddmmss.s |
 CQ3311| CQ3312 VIVIAN MUNICIPAL TANK               APPROX. 7.0 KM 0004753.3 |
 CQ3311| CQ3310 VIVIAN RADIO STATION KLVI MAST      APPROX. 6.1 KM 0135226.4 |
 CQ3311| CX6522 HWY CENTER ACROSS FM PARKING         30.480 METERS 04343     |
 CQ3311| CX6663 LEWIS 2 AZ MK                                      0885022.5 |
 CQ3311| CX6664 LEWIS 2 RM 3                         33.101 METERS 12013     |
 CQ3311| CQ3309 OIL CITY MUNICIPAL TANK             APPROX. 7.1 KM 1635528.5 |
 CQ3311| CX6665 LEWIS 2 RM 4                         30.187 METERS 19124     |
 CQ3311|---------------------------------------------------------------------|
 CQ3311
 CQ3311                          SUPERSEDED SURVEY CONTROL
 CQ3311
 CQ3311  NAD 83(1992)-  32 48 42.78767(N)    093 59 36.84135(W) AD(       ) 2
 CQ3311  NAD 83(1992)-  32 48 42.79456(N)    093 59 36.83542(W) AD(       ) 2
 CQ3311  NAD 83(1986)-  32 48 42.79600(N)    093 59 36.83184(W) AD(       ) 2
 CQ3311  NAD 27      -  32 48 42.29040(N)    093 59 36.17770(W) AD(       ) 2
 CQ3311
 CQ3311.Superseded values are not recommended for survey control.
 CQ3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3311.See file dsdata.txt to determine how the superseded data were derived.
 CQ3311
 CQ3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0698730870(NAD 83)
 CQ3311_MARKER: DS = TRIANGULATION STATION DISK
 CQ3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3311
 CQ3311  HISTORY     - Date     Condition        Report By
 CQ3311  HISTORY     - 1958     MONUMENTED       CGS
 CQ3311  HISTORY     - 1970     GOOD             USGS
 CQ3311  HISTORY     - 1976     GOOD             NGS
 CQ3311
 CQ3311                          STATION DESCRIPTION
 CQ3311
 CQ3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3311'THE STATION IS LOCATED AT THE WEST EDGE OF A ROADSIDE PARKING
 CQ3311'AREA ABOUT 4 MILES AIRLINE SOUTH OF VIVIAN, LOUISIANA AND 2.5
 CQ3311'MILES AIRLINE EAST OF THE TEXAS-LOUISIANA STATE LINE.  IT IS
 CQ3311'75 FEET SOUTH OF THE CENTER OF LOUISIANA STATE HIGHWAY 2A, 61
 CQ3311'FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE PARKING AREA
 CQ3311'AND 27 FEET EAST OF A 24-INCH TREE.  THE MARK PROJECTS 4 INCHES
 CQ3311'AND IS STAMPED LEWIS 2 1958.
 CQ3311'
 CQ3311'REFERENCE MARK NO. 3 IS 24 FEET NORTHEAST OF AN 18-INCH TREE, 21
 CQ3311'FEET SOUTH OF A 12-INCH TREE AND 18 FEET SOUTHWEST OF A POWER
 CQ3311'POLE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED LEWIS 2 NO
 CQ3311'3 1958.
 CQ3311'
 CQ3311'REFERENCE MARK NO. 4 IS AT THE WEST EDGE OF THE PARKING AREA,
 CQ3311'7 FEET WEST OF A 12-INCH TREE.  THE MARK PROJECTS 3 INCHES AND
 CQ3311'IS STAMPED LEWIS 2 NO 4 1958.
 CQ3311'
 CQ3311'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO.
 CQ3311'4 IS ABOUT 121 FEET.
 CQ3311'
 CQ3311'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 CQ3311'24 FEET WEST OF AN 18-INCH PINE TREE AND 1 FOOT SOUTHWEST OF A
 CQ3311'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND IS STAMPED LEWIS
 CQ3311'2 1958.
 CQ3311'
 CQ3311'TO REACH THE STATION FROM THE VIVIAN POST OFFICE ON WEST
 CQ3311'LOUISIANA AVENUE, GO EAST ONE BLOCK TO LOUISIANA STATE HIGHWAY
 CQ3311'1A, TURN RIGHT ON LOUISIANA STATE HIGHWAY 1A AND GO SOUTH FOR
 CQ3311'4.15 MILES TO LOUISIANA STATE HIGHWAY 2A, TURN RIGHT ON LOUISIANA
 CQ3311'STATE HIGHWAY 2A AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE
 CQ3311'RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 0.5 MILE TO THE STATION
 CQ3311'ON THE LEFT AS DESCRIBED.
 CQ3311'
 CQ3311'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CQ3311
 CQ3311                          STATION RECOVERY (1970)
 CQ3311
 CQ3311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 CQ3311'ADDED DESC.--
 CQ3311'
 CQ3311'103 FT W. OF NW COR. OF J.A. HARRIS RESIDENCE.  47 FT WSW OF
 CQ3311'LONE 18 IN OAK.  41 FT NE OF LONE 30 IN OAK.  36 FT SE OF FE.
 CQ3311'COR. (S AND W).  16.5 FT W. OF NW COR. OF 14 FT SQUARE STORM
 CQ3311'CELLAR PROTRUDING 4 FT ABOVE GROUND.
 CQ3311'
 CQ3311'(NOTE--DISTANCES FROM C/1 OF HWY. AND DRIVE S. REMAIN THE
 CQ3311'SAME.  HOWEVER, THERE IS NO ROADSIDE PARKING AREA ANYMORE.)
 CQ3311
 CQ3311                          STATION RECOVERY (1976)
 CQ3311
 CQ3311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TM)
 CQ3311'NO OBERVATIONS MADE AT THIS DATE.
 CQ3311'
 CQ3311'THE STATION WAS VISITED 7-20-76 AND THE STATION, AZIMUTH MARK AND
 CQ3311'REFERENCE MARKS NO. 3 AND 4 WERE FOUND IN GOOD CONDITION.  A NEW
 CQ3311'DESCRIPTION FOLLOWS.
 CQ3311'
 CQ3311'THE STATION IS LOCATED 4.35 MILES SOUTH OF VIVIAN, ABOUT 2.5 MILES
 CQ3311'AIRLINE, EAST OF THE TEXAS-LOUISIANA STATE LINE, AND 0.75 MILE WEST
 CQ3311'OF STATE HIGHWAY 1, ON PROPERTY OWNED BY MR. JAMES HARRIS.  IT IS
 CQ3311'74.5 FEET SOUTH THE CENTERLINE OF STATE HIGHWAY 2, 32 FEET
 CQ3311'NORTHWEST OF A 30-INCH OAK TREE, AND 106 FEET NORTH-NORTHWEST OF
 CQ3311'THE NORTHWEST CORNER OF THE HOUSE.  IT IS A STANDARD TRIANGULATION
 CQ3311'STATION DISK STAMPED LEWIS 2 1938 PROJECTING 1 INCH.
 CQ3311'
 CQ3311'REFERENCE MARK NO. 3 IS 108.6 FEET SOUTHEAST OF THE STATION.  IT IS
 CQ3311'131.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 64 FEET NORTHEAST
 CQ3311'OF THE NORTHEAST CORNER OF THE HOUSE, 19.0 FEET SOUTHWEST OF A
 CQ3311'POWER POLE.  IT IS A REFERENCE MARK DISK STAMPED LEWIS 2 NO 3
 CQ3311'1958, PROJECTING 1 INCH.
 CQ3311'
 CQ3311'REFERENCE MARK NO. 4 IS 99.05 FEET SOUTH OF THE STATION.  IT IS
 CQ3311'173.5 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, 35.7 FEET
 CQ3311'WEST OF THE NORTH WALL OF THE HOUSE, 3 FEET SOUTH OF THE PROJECTED
 CQ3311'PLANE OF THE NORTH WALL OF THE HOUSE, 26 FEET EAST OF THE FENCE LINE.
 CQ3311'IT IS A REFERENCE MARK DISK, STAMPED LEWIS 2 NO 4 1958.
 CQ3311'
 CQ3311'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION AND 0.25 MILE
 CQ3311'WEST OF THE INTERSECTION OF STATE HIGHWAYS 1 AND 2.  IT IS 45 FEET
 CQ3311'NORTH OF THE CENTER OF THE HIGHWAY, 24 FEET WEST OF A 24-INCH PINE
 CQ3311'TREE, 101 FEET NORTH-NORTHWEST OF POWER POLE NO. 5 ON THE SOUTH
 CQ3311'SIDE OF THE HIGHWAY, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CQ3311'IT IS AN AZIMUTH MARK DISK, STAMPED LEWIS 2 1958, PROJECTING 2
 CQ3311'INCHES.
 CQ3311'
 CQ3311'TO REACH THE STATION FROM THE POST OFFICE IN VIVIAN, GO EAST 1
 CQ3311'BLOCK TO STATE HIGHWAY 1, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 CQ3311'1 FOR 4.33 MILES TO ITS INTERSECTION WITH STATE HIGHWAY 2, TURN
 CQ3311'RIGHT AND GO WEST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 CQ3311'CONTINUE WEST FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CQ3311'
 CQ3311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.35 MILES SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3314 ***********************************************************************
 BK3314  DESIGNATION -  LEWIS AZ MK
 BK3314  PID         -  BK3314
 BK3314  STATE/COUNTY-  LA/CALCASIEU
 BK3314  USGS QUAD   -  WESTLAKE (1996)
 BK3314
 BK3314                         *CURRENT SURVEY CONTROL
 BK3314  ___________________________________________________________________
 BK3314* NAD 83(1992)-  30 14 11.67258(N)    093 21 34.86191(W)     ADJUSTED  
 BK3314* NAVD 88     -         5.   **(meters)      16.   **(feet)  VERTCON   
 BK3314  **This station is located in a subsidence area (see below).
 BK3314  ___________________________________________________________________
 BK3314  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK3314  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK3314
 BK3314  HORZ ORDER  -  SECOND
 BK3314
 BK3314.The horizontal coordinates were established by classical geodetic methods
 BK3314.and adjusted by the National Geodetic Survey in January 1993..
 BK3314.No horizontal observational check was made to the station.
 BK3314
 BK3314 ** The orthometric height has not been validated since last determined
 BK3314 ** by differential leveling and should not be used for control purposes.
 BK3314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3314 ** area with valid NAVD 88 orthometric heights.
 BK3314 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3314 ** epoch indicated which incorporates improved geoid heights for the
 BK3314 ** Southern Louisiana Subsidence area.
 BK3314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3314
 BK3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3314
 BK3314.The geoid height was determined by GEOID03.
 BK3314
 BK3314;                    North         East     Units Scale Factor Converg.
 BK3314;SPC LA S     -   194,214.447   804,973.388   MT  0.99993417   -1 00 47.5
 BK3314;SPC LA S     -   637,185.23  2,640,983.52   sFT  0.99993417   -1 00 47.5
 BK3314;UTM  15      - 3,345,055.034   465,391.789   MT  0.99961478   -0 10 52.1
 BK3314
 BK3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3314!SPC LA S     -   1.00000352  x   0.99993417  =   0.99993769
 BK3314!UTM  15      -   1.00000352  x   0.99961478  =   0.99961830
 BK3314
 BK3314                          SUPERSEDED SURVEY CONTROL
 BK3314
 BK3314  NAD 83(1986)-  30 14 11.69388(N)    093 21 34.85206(W) AD(       ) 2
 BK3314  NGVD 29 (05/20/88)    5.     (m)           16.     (f) VERT ANG       
 BK3314
 BK3314.Superseded values are not recommended for survey control.
 BK3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3314.See file dsdata.txt to determine how the superseded data were derived.
 BK3314
 BK3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6539245055(NAD 83)
 BK3314_MARKER: DZ = AZIMUTH MARK DISK
 BK3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3314_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3314+STABILITY: SURFACE MOTION
 BK3314
 BK3314  HISTORY     - Date     Condition        Report By
 BK3314  HISTORY     - 1987     MONUMENTED       LADTD
 BK3314  HISTORY     - 20021102 GOOD             USPSQD
 BK3314
 BK3314                          STATION DESCRIPTION
 BK3314
 BK3314'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3314'THE STATION IS LOCATED IN THE EAST SECTION OF SULPHUR, ON THE
 BK3314'GROUNDS OF LEWIS JUNIOR HIGH SCHOOL, IN A LARGE GRASS AREA BETWEEN
 BK3314'THE ROAD AND PARKING LOT ON THE EAST SIDE OF THE BUILDING.
 BK3314'OWNERSHIP--CALCASIEU PARISH SCHOOL BOARD, C/O SUPERINTENDENT BILLY
 BK3314'MOSES, PO BOX 800, LAKE CHARLES LA  70602  PHONE 318-491-1600.
 BK3314'
 BK3314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3314'HIGHWAY 27 IN SULPHUR, GO EAST FOR 0.92 KM (0.6 MI) ON HIGHWAYS 27
 BK3314'AND 90 TO HIGHWAY 27 NORTH ON THE LEFT.
 BK3314'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.8 KM (0.5 MI) ON HIGHWAYS
 BK3314'27 AND 90 TO A CROSSROAD, STATE HIGHWAY 3077 AND THE MARK ON THE
 BK3314'RIGHT.
 BK3314'
 BK3314'THE STATION IS A STANDARD NGS DISK
 BK3314'STAMPED---LEWIS AZ MK 1987---,
 BK3314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3314'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3314'30.1 METERS (98.8 FT) WEST FROM THE CENTER OF ARIZONA STREET,
 BK3314'14.3 METERS (46.9 FT) SOUTH FROM THE CENTER OF THE FOUR LANE
 BK3314'HIGHWAY,
 BK3314'9.6 METERS (31.5 FT) EAST-NORTHEAST FROM A UTILITY POLE AT THE
 BK3314'PARKING LOT ENTRANCE,
 BK3314'2.6 METERS (8.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 BK3314'DRAIN GRATE AND
 BK3314'1.5 METERS (4.9 FT) NORTH FROM THE NORTH EDGE OF THE PARKING LOT.
 BK3314
 BK3314                          STATION RECOVERY (2002)
 BK3314
 BK3314'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 BK3314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5362 ***********************************************************************
 BJ5362  SACS        -  This is a Secondary Airport Control Station.
 BJ5362  DESIGNATION -  LFT D
 BJ5362  PID         -  BJ5362
 BJ5362  STATE/COUNTY-  LA/LAFAYETTE
 BJ5362  USGS QUAD   -  BROUSSARD (1983)
 BJ5362
 BJ5362                         *CURRENT SURVEY CONTROL
 BJ5362  ___________________________________________________________________
 BJ5362* NAD 83(1992)-  30 11 54.10340(N)    091 59 38.37238(W)     ADJUSTED  
 BJ5362* NAVD 88     -        11.37 **(meters)      37.3  **(feet)  GPS OBS   
 BJ5362  **This station is located in a subsidence area (see below).
 BJ5362  ___________________________________________________________________
 BJ5362  X           -    -191,969.887 (meters)                     COMP
 BJ5362  Y           -  -5,513,874.472 (meters)                     COMP
 BJ5362  Z           -   3,189,389.872 (meters)                     COMP
 BJ5362  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ5362  ELLIP HEIGHT-         -15.99  (meters)          (06/06/02) GPS OBS
 BJ5362  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5362
 BJ5362  HORZ ORDER  -  FIRST
 BJ5362  ELLP ORDER  -  FIFTH     CLASS I
 BJ5362
 BJ5362.This mark is at Lafayette Airport (LFT)
 BJ5362
 BJ5362.The horizontal coordinates were established by GPS observations
 BJ5362.and adjusted by the National Geodetic Survey in January 2000..
 BJ5362
 BJ5362 ** The orthometric height has not been validated since last determined
 BJ5362 ** by differential leveling and should not be used for control purposes.
 BJ5362 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5362 ** area with valid NAVD 88 orthometric heights.
 BJ5362 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5362 ** epoch indicated which incorporates improved geoid heights for the
 BJ5362 ** Southern Louisiana Subsidence area.
 BJ5362 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5362.The orthometric height was determined by GPS observations and a
 BJ5362.high-resolution geoid model.
 BJ5362
 BJ5362.GPS derived orthometric heights for airport stations designated as
 BJ5362.PACS or SACS are published to 2 decimal places.  This maintains
 BJ5362.centimeter relative accuracy between the PACS and SACS.  It does
 BJ5362.not indicate centimeter accuracy relative to other marks which are
 BJ5362.part of the NAVD 88 network.
 BJ5362
 BJ5362.Photographs are available for this station.
 BJ5362
 BJ5362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5362
 BJ5362.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5362
 BJ5362.The ellipsoidal height was determined by GPS observations
 BJ5362.and is referenced to NAD 83.
 BJ5362
 BJ5362.The geoid height was determined by GEOID03.
 BJ5362
 BJ5362;                    North         East     Units Scale Factor Converg.
 BJ5362;SPC LA S     -   188,437.453   936,387.326   MT  0.99993166   -0 19 49.2
 BJ5362;SPC LA S     -   618,231.88  3,072,130.75   sFT  0.99993166   -0 19 49.2
 BJ5362;UTM  15      - 3,341,193.447   596,836.042   MT  0.99971569   +0 30 21.8
 BJ5362
 BJ5362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5362!SPC LA S     -   1.00000251  x   0.99993166  =   0.99993417
 BJ5362!UTM  15      -   1.00000251  x   0.99971569  =   0.99971820
 BJ5362
 BJ5362:                Primary Azimuth Mark                     Grid Az
 BJ5362:SPC LA S     -  28 A 013                                 237 15 47.6
 BJ5362:UTM  15      -  28 A 013                                 236 25 36.6
 BJ5362
 BJ5362|---------------------------------------------------------------------|
 BJ5362| PID    Reference Object                     Distance      Geod. Az  |
 BJ5362|                                                           dddmmss.s |
 BJ5362| BJ2124 28 A 013                            418.627 METERS 2365558.4 |
 BJ5362|---------------------------------------------------------------------|
 BJ5362
 BJ5362                          SUPERSEDED SURVEY CONTROL
 BJ5362
 BJ5362  ELLIP H (01/27/00)  -16.01   (m)                       GP(       ) 5 1
 BJ5362  NAD 83(1992)-  30 11 54.10732(N)    091 59 38.37110(W) AD(       ) 2
 BJ5362  NGVD 29 (11/12/93)   11.4    (m)           37.     (f) GPS OBS        
 BJ5362
 BJ5362.Superseded values are not recommended for survey control.
 BJ5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5362.See file dsdata.txt to determine how the superseded data were derived.
 BJ5362
 BJ5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9683641193(NAD 83)
 BJ5362_MARKER: DD = SURVEY DISK
 BJ5362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ5362_SP_SET: METAL PIPE IN CONCRETE
 BJ5362_STAMPING: LFT D 1992
 BJ5362_MARK LOGO: NOS   
 BJ5362_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BJ5362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5362+STABILITY: SURFACE MOTION
 BJ5362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5362+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 BJ5362
 BJ5362  HISTORY     - Date     Condition        Report By
 BJ5362  HISTORY     - 1992     MONUMENTED       NOS
 BJ5362  HISTORY     - 19990421 GOOD             NGS
 BJ5362  HISTORY     - 20000514 GOOD             NGS
 BJ5362
 BJ5362                          STATION DESCRIPTION
 BJ5362
 BJ5362'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 BJ5362'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE LAFAYETTE REGIONAL
 BJ5362'AIRPORT NEAR THE APPROACH END OF RUNWAY 4R AT THE SW CORNER OF THE
 BJ5362'RUN-UP AREA OF TAXIWAY JULIET.
 BJ5362'TO REACH THE STATION CONTACT THE AIRPORT MANAGER IN THE AIRPORT
 BJ5362'TERMINAL FOR PERMISSION AND INSTRUCTIONS FOR ACCESSING THE CONTROLLED
 BJ5362'MOVEMENT AREAS OF THE AIRFIELD.
 BJ5362'THE STATION IS A NOS ALUMINUM DISK STAMPED ---LFT D 1992--- CRIMPED TO
 BJ5362'THE TOP OF A 1.1 M (3.6 FT) ALUMINUM PIPE WHICH IS SURROUNDED BY A
 BJ5362'MASS OF CONCRETE SET FLUSH WITH THE GROUND.  IT IS 11 FT (3.4 M) EAST
 BJ5362'OF THE SW TAXILIGHT OFF THE SW CORNER OF THE RUN-UP AREA NEAR TAXIWAY
 BJ5362'JULIET, 57.6 FT (17.6 M) SOUTH-SOUTHWEST OF THE FIRST LIGHT NORTH OF
 BJ5362'THE ONE AT THE SOUTHWEST CORNER OF THE RUN-UP AREA, 1 FT (0.3 M) WEST
 BJ5362'OF THE SW CORNER OF THE RUN-UP AREA.
 BJ5362
 BJ5362                          STATION RECOVERY (1999)
 BJ5362
 BJ5362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ5362'THE STATION IS LOCATED IN THE SOUTHEAST PART OF LAFAYETTE AT THE
 BJ5362'LAFAYETTE REGIONAL AIRPORT, JUST WEST OF MIDFIELD, IN THE SOUTHWEST
 BJ5362'PART OF THE AIRFIELD BETWEEN A SERVICE ROAD AND THE RUNUP RAMP FOR
 BJ5362'RUNWAY END 4R, ADJACENT TO THE WEST CORNER OF THE RUNUP RAMP, AND
 BJ5362'ADJACENT TO A LARGE DRAIN.  OWNERSHIP--LAFAYETTE AIRPORT COMMISION,
 BJ5362'LAFAYETTE REGIONAL AIRPORT, 200 TERMINAL DRIVE, LAFAYETTE, LA
 BJ5362'70508-2159.  DIRECTOR OF AVIATION IS GREG ROBERTS.  DEPUTY DIRECTOR OF
 BJ5362'AVIATION IS F.  JASON DEVILLIER.  PHONE 318-266-4400.  FAX
 BJ5362'3318-266-4401.  CONTACT ONE OF THEM AT LEAST ONE DAY IN ADVANCE FOR
 BJ5362'PERMISSION TO OCCUPY THIS STATION AND TO ARRANGE FOR AN ESCORT.
 BJ5362'NOTE--BADGES MAY NEED TO BE OBTAINED TO ACCESS THE AIRFIELD.  TO REACH
 BJ5362'FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE
 BJ5362'HIGHWAY 90 (SOUTHWEST EVANGELINE THROUGHWAY) AT EXIT 103, GO SOUTHERLY
 BJ5362'ON HIGHWAY 90 FOR 5.39 KM (3.35 MI) TO A PAVED CROSSROAD (STATE
 BJ5362'HIGHWAY 728-8/SURREY STREET ON THE LEFT AND EAST UNIVERSITY STREET ON
 BJ5362'THE RIGHT) .  TURN LEFT, EAST, THEN NORTHEAST, ON SURREY STREET FOR
 BJ5362'0.64 KM (0.40 MI) TO A PAVED CROSSROAD (FISHER ROAD ON THE LEFT AND
 BJ5362'BLUE BIRD STREET ON THE RIGHT.  TURN RIGHT, EAST, ON THE ROAD FOR 0.35
 BJ5362'KM (0.20 MI) TO THE T-JUNCTION OF SHEPARD DRIVE.  TURN RIGHT, SOUTH,
 BJ5362'ON THE ROAD FOR 0.08 KM (0.05 MI) TO THE T-JUNCTION OF JOHN GLENN
 BJ5362'DRIVE AND A PARKING LOT AHEAD.  TURN RIGHT, SOUTHWEST, ON THE ROAD FOR
 BJ5362'0.08 KM (0.05 MI) TO A LOCKED GATE ON THE LEFT.  TURN LEFT, SOUTHEAST,
 BJ5362'THROUGH THE PARKING LOT FOR 30 M (98.4 FT) TO THE GATE.  PASS THROUGH
 BJ5362'THE GATE, SOUTHEAST, ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO THE
 BJ5362'JUNCTION OF TAXI B ON THE LEFT (THE TAXI LEADING TO RUNWAY END 29) .
 BJ5362'TURN LEFT, SOUTHEAST, ALONG THE TAXI FOR 0.40 KM (0.25 MI) TO THE
 BJ5362'JUNCTION OF TAXI J (THE PARALLEL TAXI FOR RUNWAY 4L-22R) .  TURN
 BJ5362'RIGHT, ALONG THE TAXI CROSSING RUNWAY 11-29 FOR 0.56 KM (0.35 MI) TO
 BJ5362'THE JUNCTION OF RUNWAY END 4L ON THE LEFT.  TURN LEFT, SOUTHEAST,
 BJ5362'AROUND THE RUNWAY END AND ALONG TAXI F FOR 0.12 KM (0.05 MI) TO THE
 BJ5362'JUNCTION OF TAXI J (THE PARALLEL TAXI FOR RUNWAY 4R-22L) .  TURN
 BJ5362'RIGHT, SOUTHWEST, ALONG THE TAXI FOR 0.32 TO THE RUNUP RAMP FOR RUNWAY
 BJ5362'4R AND THE STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK SET IN
 BJ5362'THE TOP OF A METAL PIPE SURROUNDED BY AN IRREGULAR MASS OF CONCRETE.
 BJ5362'IT IS 58.9 M (193.2 FT) EAST-NORTHEAST OF THE EAST CORNER OF A CHAIN
 BJ5362'LINK FENCE (AIRPORT PERIMETER FENCE) AROUND A INDUSTRIAL SUPPLY
 BJ5362'COMPANY, 38.6 M (126.6 FT) NORTH OF THE CENTER OF A STEEL DRAIN, 30.4
 BJ5362'M (99.7 FT) SOUTH-SOUTHWEST OF THE CENTER OF A SIGN--ABATE NOISE, 14.5
 BJ5362'M (47.6 FT) SOUTHEAST OF THE CENTER OF A SERVICE ROAD, 13.6 M (44.6
 BJ5362'FT) NORTH-NORTHEAST OF A BLANK SIGN NEAR THE WEST EDGE OF THE RAMP,
 BJ5362'3.1 M (10.2 FT) EAST OF A TAXI LIGHT NEAR THE WEST CORNER OF THE RAMP,
 BJ5362'AND 0.3 M (1.0 FT) NORTHWEST OF THE WEST CORNER OF THE RAMP.
 BJ5362'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .  THE
 BJ5362'SETTING OF THE MARK WAS DISCUSSED WITH THE ORIGINAL MARKSETTING PARTY.
 BJ5362'THE MARK IS AN ALUMINUM DISK CRIMPED ONTO A ALUMINUM ROD AND IMBEDDED
 BJ5362'IN A POURED IN PLACE CONCRETE MONUMENT.  IT HAS A MAGNET IMBEDDED IN
 BJ5362'THE CONCRETE BENEATH THE DISK.  THE MARK SET CODE WAS CHANGED TO 20,
 BJ5362'THE MARK STABILITY CODE WAS CHANGED TO C AND THE MARKER CODE TO DD.
 BJ5362'(RAH)
 BJ5362
 BJ5362                          STATION RECOVERY (2000)
 BJ5362
 BJ5362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 BJ5362'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2751 ***********************************************************************
 BX2751  DESIGNATION -  LIBERTY
 BX2751  PID         -  BX2751
 BX2751  STATE/COUNTY-  LA/GRANT
 BX2751  USGS QUAD   -  WILLIANA (1985)
 BX2751
 BX2751                         *CURRENT SURVEY CONTROL
 BX2751  ___________________________________________________________________
 BX2751* NAD 83(1992)-  31 40 11.32229(N)    092 34 24.06715(W)     ADJUSTED  
 BX2751* NAVD 88     -        83.32   (+/-2cm)     273.4    (feet)  VERTCON   
 BX2751  ___________________________________________________________________
 BX2751  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BX2751  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX2751
 BX2751  HORZ ORDER  -  FIRST
 BX2751  VERT ORDER  -  THIRD ? (See Below)
 BX2751
 BX2751.The horizontal coordinates were established by classical geodetic methods
 BX2751.and adjusted by the National Geodetic Survey in January 1993..
 BX2751
 BX2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2751.The vertical order pertains to the NGVD 29 superseded value.
 BX2751
 BX2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2751
 BX2751.The geoid height was determined by GEOID03.
 BX2751
 BX2751;                    North         East     Units Scale Factor Converg.
 BX2751;SPC LA N     -   129,705.242   993,044.545   MT  0.99992405   -0 02 19.6
 BX2751;SPC LA N     -   425,541.28  3,258,013.64   sFT  0.99992405   -0 02 19.6
 BX2751;UTM  15      - 3,503,916.826   540,443.103   MT  0.99962017   +0 13 26.4
 BX2751
 BX2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2751!SPC LA N     -   0.99999098  x   0.99992405  =   0.99991503
 BX2751!UTM  15      -   0.99999098  x   0.99962017  =   0.99961116
 BX2751
 BX2751:                Primary Azimuth Mark                     Grid Az
 BX2751:SPC LA N     -  SELMA FEDERAL FIRE TOWER                 035 47 20.0
 BX2751:UTM  15      -  SELMA FEDERAL FIRE TOWER                 035 31 34.0
 BX2751
 BX2751|---------------------------------------------------------------------|
 BX2751| PID    Reference Object                     Distance      Geod. Az  |
 BX2751|                                                           dddmmss.s |
 BX2751| BX2753 SELMA FEDERAL FIRE TOWER            APPROX. 9.4 KM 0354500.4 |
 BX2751| BX2752 NORTH FEDERAL FIRE TOWER            APPROX. 6.9 KM 1253534.8 |
 BX2751| CY4875 LIBERTY AZ MK                                      1425907.4 |
 BX2751| CY4876 LIBERTY RM 1                         45.287 METERS 20414     |
 BX2751| BX2757 COLFAX MUNICIPAL TANK               APPROX.21.1 KM 2170136.8 |
 BX2751| CY4877 LIBERTY RM 2                         51.205 METERS 31504     |
 BX2751| CY4878 LIBERTY RM 3                         28.959 METERS 32319     |
 BX2751| BX2740 SARDIS FIRE TOWER                   APPROX.23.2 KM 3263915.3 |
 BX2751| BX2739 MELTON RESET                        APPROX.20.9 KM 3563706.6 |
 BX2751|---------------------------------------------------------------------|
 BX2751
 BX2751                          SUPERSEDED SURVEY CONTROL
 BX2751
 BX2751  NAD 83(1986)-  31 40 11.33952(N)    092 34 24.05945(W) AD(       ) 1
 BX2751  NAD 27      -  31 40 10.72300(N)    092 34 23.54500(W) AD(       ) 1
 BX2751  NGVD 29 (07/19/86)   83.32   (m)          273.4    (f) LEVELING    3  
 BX2751
 BX2751.Superseded values are not recommended for survey control.
 BX2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2751.See file dsdata.txt to determine how the superseded data were derived.
 BX2751
 BX2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR4044303917(NAD 83)
 BX2751_MARKER: DS = TRIANGULATION STATION DISK
 BX2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2751
 BX2751  HISTORY     - Date     Condition        Report By
 BX2751  HISTORY     - 1934     MONUMENTED       CGS
 BX2751  HISTORY     - 1936     GOOD             LAGS
 BX2751  HISTORY     - 1966     GOOD             CGS
 BX2751
 BX2751                          STATION DESCRIPTION
 BX2751
 BX2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2751'STATION IS 7 MILES NNW OF DRY PRONG AND 0.5 MILE NW OF C.C.C.
 BX2751'CAMP 5, NEAR WILLIANA ROAD FORKS, IN SE 1/4 SEC. 16, T 8 N,
 BX2751'R 2 W, ON U.S. FOREST LAND.  STATION MARK IS SET ON SMALL
 BX2751'KNOLL 48 FEET NNW FROM CENTER LINE OF DIRT ROAD, 22 FEET NW FROM
 BX2751'10-INCH OAK TREE WITH TRIANGULAR BLAZE, ABOUT 150 YARDS SE OF
 BX2751'LIBERTY CHAPEL, 95 PACES SE OF ROAD FORK.
 BX2751'
 BX2751'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2751'BRONZE DISKS SET IN CONCRETE.
 BX2751'
 BX2751'REFERENCE MARK NO. 2 IS 51.205 METERS (168.01 FEET) NNW OF
 BX2751'STATION, 58 FEET NE OF CENTER LINE OF DIRT ROAD LEADING PAST
 BX2751'STATION.
 BX2751'
 BX2751'REFERENCE MARK NO. 1 IS 45.280 METERS (148.57 FEET) SSW OF
 BX2751'STATION, 93 FEET SW OF CENTER LINE OF DIRT ROAD LEADING PAST
 BX2751'STATION.
 BX2751'
 BX2751'AZIMUTH MARK IS 580 FEET SE OF STATION ON S SIDE OF ROAD WHICH
 BX2751'LEADS PAST STATION, 25 FEET SW FROM CENTER LINE OF ROAD, 8 FEET
 BX2751'NE OF A N-S FENCE LINE.
 BX2751'
 BX2751'REACHED FROM DRY PRONG BY U.S. HIGHWAY 167 ABOUT 6.5 MILES TO
 BX2751'CRYSTAL GAS STATION, WHICH IS 0.2 MILE N OF C.C.C. CAMP 5.
 BX2751'TURN W ON DIRT ROAD AND FOLLOW 0.45 MILE TO STATION ON N SIDE OF
 BX2751'ROAD.
 BX2751'
 BX2751'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX2751
 BX2751                          STATION RECOVERY (1936)
 BX2751
 BX2751'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2751'THE ORIGINAL DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS.
 BX2751'
 BX2751'STATION IS 7 MILES NNW OF DRY PRONG, LOUISIANA, AND 0.5 MILE
 BX2751'NW OF C.C.C. CAMP NO. 5 NEAR THE INTERSECTION OF U.S. HIGHWAY
 BX2751'167 AND STATE HIGHWAY 232, AND IN THE SE 1/4 SEC. 16, T 8 N,
 BX2751'R 2 W ON U.S. FOREST LAND.
 BX2751'
 BX2751'THE STATION IS SET ON A SMALL KNOLL 28 FEET NNE OF THE CENTER
 BX2751'LINE OF THE GRAVELED ROAD, ABOUT 150 YARDS SE OF LIBERTY
 BX2751'CHAPEL, AND 95 PACES SE OF A FORK IN THE GRAVEL ROAD.
 BX2751'
 BX2751'REFERENCE MARK NO. 1 IS SSW OF THE STATION AND 111 FEET SSW OF
 BX2751'THE CENTER LINE OF THE GRAVELED ROAD.
 BX2751'
 BX2751'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND 14 FEET NNE OF
 BX2751'THE CENTER LINE OF THE GRAVELED ROAD.
 BX2751'
 BX2751'AZIMUTH MARK IS 580 FEET SE OF THE STATION, 25 FEET SW OF THE
 BX2751'CENTER LINE OF THE GRAVELED ROAD, AND 8 FEET NE OF A N AND S
 BX2751'FENCE LINE.
 BX2751'
 BX2751'TO REACH FROM DRY PRONG, LOUISIANA, FOLLOW U.S. HIGHWAY 167,
 BX2751'NNW FOR 6.5 MILES TO A CRYSTAL GAS STATION AND A GRAVELED
 BX2751'ROAD LEADING W.  TAKE THE GRAVEL ROAD W FOR 0.45 MILE TO THE
 BX2751'STATION ON THE N SIDE OF THE ROAD.
 BX2751
 BX2751                          STATION RECOVERY (1966)
 BX2751
 BX2751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BX2751'THE STATION WAS VISITED 5/11/66.  THE STATION MARK, REFERENCE
 BX2751'MARK 1 AND THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 BX2751'REFERENCE MARK 2 WAS FOUND LYING ON ITS SIDE.  REFERENCE MARK
 BX2751'3 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 BX2751'
 BX2751'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF DRY
 BX2751'PRONG, 0.5 MILE WEST OF WILLIANA, 150 YARDS SOUTHEAST OF THE
 BX2751'LIBERTY CHAPEL, 350 FEET NORTH-NORTHWEST OF A CATTLEGUARD,
 BX2751'132 FEET NORTH OF A POWER POLE 39 FEET NORTHEAST OF THE CENTER
 BX2751'OF A FORK IN THE ROAD, 24 FEET WEST OF THE CENTERLINE OF A
 BX2751'WOODS ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MARK
 BX2751'IS A STANDARD DISK, STAMPED LIBERTY 1934, SET IN THE TOP OF A
 BX2751'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 BX2751'
 BX2751'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIBERTY NO 1 1934,
 BX2751'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 BX2751'THE GROUND.  IT IS 103 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 BX2751'OF A BLACK TOPPED ROAD AND 30 FEET NORTHWEST OF A SLOUGH.
 BX2751'
 BX2751'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LIBERTY NO 3 1934,
 BX2751'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE
 BX2751'THE GROUND.  IT IS 371 FEET EAST OF THE SOUTHEAST CORNER OF A
 BX2751'CHURCH, 148 FEET EAST OF THE NORTH END OF A CATTLEGUARD AND 33
 BX2751'FEET NORTHEAST OF THE CENTERLINE OF THE BLACK TOPPED ROAD.
 BX2751'
 BX2751'AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED LIBERTY AZI
 BX2751'1934, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BX2751'THE GROUND.  IT IS 132 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BX2751'OF A CATTLEGUARD, 96 FEET NORTH-NORTHWEST OF A POWER POLE WITH
 BX2751'TRANSFORMER, 66 FEET WEST AND ACROSS THE ROAD FROM A T-FENCE
 BX2751'CORNER, 63 FEET EAST OF A T-FENCE CORNER, 31 FEET SOUTHWEST OF
 BX2751'THE CENTERLINE OF A BLACK TOPPED ROAD, 26 FEET NORTH-NORTHEAST
 BX2751'OF A FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 BX2751'
 BX2751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 BX2751'STATE HIGHWAY 472 IN WILLIANA, GO SOUTH ON U.S. HIGHWAY 167
 BX2751'FOR 0.1 MILE TO FOREST SERVICE ROAD 155-3 ON THE RIGHT.  TURN
 BX2751'RIGHT AND GO 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BX2751'ON THE FOREST SERVICE ROAD FOR 0.1 MILE TO THE STATION ON THE
 BX2751'RIGHT.
 BX2751'
 BX2751'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 211.70
 BX2751'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3125 ***********************************************************************
 CP3125  DESIGNATION -  LIBERTY
 CP3125  PID         -  CP3125
 CP3125  STATE/COUNTY-  LA/MOREHOUSE
 CP3125  USGS QUAD   -  WHITNEY ISLAND NORTH (1986)
 CP3125
 CP3125                         *CURRENT SURVEY CONTROL
 CP3125  ___________________________________________________________________
 CP3125* NAD 83(1992)-  32 40 38.92126(N)    091 44 21.92957(W)     ADJUSTED  
 CP3125* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 CP3125  ___________________________________________________________________
 CP3125  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CP3125  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3125
 CP3125  HORZ ORDER  -  FIRST
 CP3125
 CP3125.The horizontal coordinates were established by classical geodetic methods
 CP3125.and adjusted by the National Geodetic Survey in January 1993..
 CP3125
 CP3125.The orthometric height was scaled from a topographic map.
 CP3125
 CP3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3125
 CP3125.The geoid height was determined by GEOID03.
 CP3125
 CP3125;                    North         East     Units Scale Factor Converg.
 CP3125;SPC LA N     -   241,686.224 1,071,335.257   MT  1.00000248   +0 24 07.6
 CP3125;SPC LA N     -   792,932.22  3,514,872.42   sFT  1.00000248   +0 24 07.6
 CP3125;UTM  15      - 3,616,235.089   618,188.252   MT  0.99977224   +0 40 50.4
 CP3125
 CP3125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3125!SPC LA N     -   0.99999968  x   1.00000248  =   1.00000216
 CP3125!UTM  15      -   0.99999968  x   0.99977224  =   0.99977192
 CP3125
 CP3125|---------------------------------------------------------------------|
 CP3125| PID    Reference Object                     Distance      Geod. Az  |
 CP3125|                                                           dddmmss.s |
 CP3125| CY4881 LIBERTY RM 2                         58.247 METERS 00055     |
 CP3125| CY4879 LIBERTY AZ MK                                      0084140.5 |
 CP3125| CY4880 LIBERTY RM 1                         62.850 METERS 18329     |
 CP3125|---------------------------------------------------------------------|
 CP3125
 CP3125                          SUPERSEDED SURVEY CONTROL
 CP3125
 CP3125  NAD 83(1986)-  32 40 38.93329(N)    091 44 21.92299(W) AD(       ) 1
 CP3125  NAD 27      -  32 40 38.43700(N)    091 44 21.47600(W) AD(       ) 1
 CP3125
 CP3125.Superseded values are not recommended for survey control.
 CP3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3125.See file dsdata.txt to determine how the superseded data were derived.
 CP3125
 CP3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1818816235(NAD 83)
 CP3125_MARKER: DS = TRIANGULATION STATION DISK
 CP3125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3125
 CP3125  HISTORY     - Date     Condition        Report By
 CP3125  HISTORY     - 1939     MONUMENTED       CGS
 CP3125
 CP3125                          STATION DESCRIPTION
 CP3125
 CP3125'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3125'STATION IS ABOUT 10.5 MILES BY ROAD SXE OF MER ROUGE, 5.4
 CP3125'MILES BY ROAD NXE OF OAK RIDGE, ON A SMALL STRIP OF UNFENCED
 CP3125'LAND 1.3 MILES S OF THE ST. LIBERTY CHURCH.
 CP3125'
 CP3125'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3125'BRONZE DISKS SET IN CONCRETE.
 CP3125'
 CP3125'REACHED FROM MER ROUGE BY GOING S AND E ON LOUISIANA 47
 CP3125'FOR 2.6 MILES TO DIRT CROSSROADS, TURN E ON DIRT ROAD AND
 CP3125'GO 2.7 MILES TO T-ROAD LEADING SOUTHWARD (HAY BARN ON N
 CP3125'SIDE OF ROAD), TURN S ON T-ROAD AND GO 3.1 MILES TO THE ST.
 CP3125'LIBERTY CHURCH, CONTINUE S 1.3 MILES TO STATION ON E SIDE
 CP3125'OF ROAD, JUST NNE OF POND ON W SIDE OF ROAD, AND JUST BEFORE
 CP3125'REACHING S CURVE IN ROAD.  STATION IS 38 FEET E OF CENTER
 CP3125'LINE OF ROAD, 38 FEET NNE OF LARGE TREE, 56.5 FEET W OF N
 CP3125'AND S FENCE LINE, 71 FEET NNW OF GATE.  MARK PROJECTS 8
 CP3125'INCHES.
 CP3125'
 CP3125'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NNW OF STATION, JUST
 CP3125'W OF NEGRO SHANTY, ON W SIDE OF ROAD.  REACHED FROM STATION
 CP3125'BY GOING N ON DIRT ROAD 0.15 MILE TO GATE ON LEFT, GO THROUGH
 CP3125'GATE AND FOLLOW FIELD ROAD 43 PACES, TURN RIGHT N AND GO
 CP3125'40 PACES TO MARK AT FENCE CORNER, 27 FEET W OF GATE AND 5
 CP3125'FEET E OF FENCE CORNER.  MARK PROJECTS ABOUT 5 INCHES.
 CP3125'
 CP3125'REFERENCE MARK NO. 1 IS S OF STATION ON E SIDE OF ROAD, JUST
 CP3125'E OF WHERE ROAD GOES THROUGH WATER HOLE, 38 FEET E OF CENTER
 CP3125'LINE OF ROAD, 10 FEET W OF N AND S FENCE LINE.  MARK PROJECTS
 CP3125'ABOUT 6 INCHES.  REFERENCE MARK NO. 2 IS NNW OF STATION
 CP3125'AT FENCE CORNER JUST SE OF NEGRO SHANTY, 25 FEET W OF CENTER
 CP3125'LINE OF ROAD, 14.5 FEET S OF LARGE TREE.  MARK PROJECTS ABOUT
 CP3125'6 INCHES.
 CP3125'
 CP3125'A 116-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 CP3125'
 CP3125'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3117 ***********************************************************************
 CQ3117  DESIGNATION -  LIBERTY
 CQ3117  PID         -  CQ3117
 CQ3117  STATE/COUNTY-  LA/RED RIVER
 CQ3117  USGS QUAD   -  EAST POINT (1979)
 CQ3117
 CQ3117                         *CURRENT SURVEY CONTROL
 CQ3117  ___________________________________________________________________
 CQ3117* NAD 83(1992)-  32 14 08.92430(N)    093 24 20.58739(W)     ADJUSTED  
 CQ3117* NAVD 88     -        75.5    (meters)     248.     (feet)  VERTCON   
 CQ3117  ___________________________________________________________________
 CQ3117  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 CQ3117  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ3117
 CQ3117  HORZ ORDER  -  FIRST
 CQ3117
 CQ3117.The horizontal coordinates were established by classical geodetic methods
 CQ3117.and adjusted by the National Geodetic Survey in January 1993..
 CQ3117
 CQ3117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3117
 CQ3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3117
 CQ3117.The geoid height was determined by GEOID03.
 CQ3117
 CQ3117;                    North         East     Units Scale Factor Converg.
 CQ3117;SPC LA N     -   192,816.027   914,642.520   MT  0.99993010   -0 28 43.9
 CQ3117;SPC LA N     -   632,597.25  3,000,789.67   sFT  0.99993010   -0 28 43.9
 CQ3117;UTM  15      - 3,566,646.384   461,775.965   MT  0.99961802   -0 12 59.1
 CQ3117
 CQ3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3117!SPC LA N     -   0.99999220  x   0.99993010  =   0.99992230
 CQ3117!UTM  15      -   0.99999220  x   0.99961802  =   0.99961023
 CQ3117
 CQ3117:                Primary Azimuth Mark                     Grid Az
 CQ3117:SPC LA N     -  RINGGOLD ATT MICROWAVE KLW 25            036 47 07.2
 CQ3117:UTM  15      -  RINGGOLD ATT MICROWAVE KLW 25            036 31 22.4
 CQ3117
 CQ3117|---------------------------------------------------------------------|
 CQ3117| PID    Reference Object                     Distance      Geod. Az  |
 CQ3117|                                                           dddmmss.s |
 CQ3117| CQ3125 RINGGOLD ATT MICROWAVE KLW 25       APPROX. 6.9 KM 0361823.3 |
 CQ3117| CX6670 LIBERTY RM 1                         32.821 METERS 05908     |
 CQ3117| CQ3103 RINGGOLD KC S MICROWAVE KJO 33      APPROX. 5.1 KM 0752156.1 |
 CQ3117| CX6669 LIBERTY AZ MK                                      0852323.7 |
 CQ3117| CX6671 LIBERTY RM 2                         24.505 METERS 31415     |
 CQ3117|---------------------------------------------------------------------|
 CQ3117
 CQ3117                          SUPERSEDED SURVEY CONTROL
 CQ3117
 CQ3117  NAD 83(1986)-  32 14 08.93738(N)    093 24 20.58127(W) AD(       ) 1
 CQ3117  NAD 27      -  32 14 08.36914(N)    093 24 19.95945(W) AD(       ) 1
 CQ3117  NGVD 29 (07/19/86)   75.6    (m)          248.     (f) VERT ANG       
 CQ3117
 CQ3117.Superseded values are not recommended for survey control.
 CQ3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3117.See file dsdata.txt to determine how the superseded data were derived.
 CQ3117
 CQ3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6177666646(NAD 83)
 CQ3117_MARKER: DS = TRIANGULATION STATION DISK
 CQ3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3117
 CQ3117  HISTORY     - Date     Condition        Report By
 CQ3117  HISTORY     - 1969     MONUMENTED       CGS
 CQ3117
 CQ3117                          STATION DESCRIPTION
 CQ3117
 CQ3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3117'THE STATION IS LOCATED IN GRASS LAND ON A SMALL HILL THAT IS
 CQ3117'ABOUT 9 MILES SOUTHWEST OF RINGGOLD, 6-1/2 MILES NORTHWEST OF
 CQ3117'HALL SUMMIT, 6 MILES SOUTH OF THE SOUTH SHORE OF LAKE BISTINEAU
 CQ3117'AND NEAR THE NORTHWEST CORNER OF SEC. 4, T. 14 N., R. 10 W.  IT
 CQ3117'IS ON PROPERTY OWNED BY MR. RALPH WILLSON.
 CQ3117'
 CQ3117'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY
 CQ3117'4, AT MOORES GROCERY AND SERVICE STATION.  THAT IS ABOUT 15
 CQ3117'MILES NORTH OF COUSHATTA.  GO EASTERLY ON STATE HIGHWAY 4 FOR
 CQ3117'1.1 MILES TO A METAL GATE ON THE RIGHT, AT TOP OF HILL AND
 CQ3117'STATION ON THE RIGHT.  AS DESCRIBED.  CONTINUE EAST ON STATE
 CQ3117'HIGHWAY 4 FOR 0.25 MILES TO THE AZIMUTH MARK ON THE LEFT, AS
 CQ3117'DESCRIBED.
 CQ3117'
 CQ3117'THE STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A
 CQ3117'12-INCH CONCRETE CYLINDRICAL MONUMENT, THAT IS 18-INCHES BELOW
 CQ3117'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CQ3117'DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 CQ3117'ABOUT 60 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISKS ARE
 CQ3117'STAMPED LIBERTY 1969.  IT IS 98 FEET SOUTH OF THE CENTERLINE OF
 CQ3117'STATE HIGHWAY 4 AND 86.5 FEET SOUTHWEST OF THE CENTER OF A
 CQ3117'METAL GATE.
 CQ3117'
 CQ3117'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK, SET IN THE
 CQ3117'TOP OF A 12-INCH CONCRETE CYLINDRICAL MONUMENT, THAT IS SET FLUSH
 CQ3117'WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED LIBERTY NO
 CQ3117'1 1969.  IT IS 42 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 CQ3117'4, 24.6 FEET EAST OF THE CENTER OF METAL GATE, 3 FEET SOUTHWEST
 CQ3117'OF POWERLINE POLE 1.6 FEET SOUTH OF EAST-WEST FENCELINE.
 CQ3117'
 CQ3117'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK SET IN THE
 CQ3117'TOP OF A 12-INCH CONCRETE CYLINDRICAL MONUMENT, THAT IS FLUSH WITH
 CQ3117'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED LIBERTY NO 2
 CQ3117'1969.  IT IS 125 FEET WEST OF THE CENTER OF METAL GATE, 42 FEET
 CQ3117'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 4 AND 2 FEET SOUTH OF AN
 CQ3117'EAST-WEST FENCELINE.
 CQ3117'
 CQ3117'AZIMUTH MARK IS MARKED BY A STANDARD DISK SET IN THE TOP OF A
 CQ3117'12-INCH CONCRETE CYLINDRICAL MONUMENT, THAT PROJECTS 6-INCHES
 CQ3117'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED LIBERTY
 CQ3117'1969.  IT IS 47 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 4,
 CQ3117'26 FEET WEST-NORTHWEST OF THE CENTER OF METAL GATE, 11 FEET
 CQ3117'SOUTHEAST OF A 10-INCH PINE TREE AND 7.5 FEET NORTH OF A METAL
 CQ3117'WITNESS POST WITH SIGN ATTACHED.
 CQ3117'
 CQ3117'HEIGHT OF LIGHT ABOVE STATION MARK 26.80 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3128 ***********************************************************************
 CP3128  DESIGNATION -  LIBERTY 2
 CP3128  PID         -  CP3128
 CP3128  STATE/COUNTY-  LA/MOREHOUSE
 CP3128  USGS QUAD   -  WHITNEY ISLAND NORTH (1986)
 CP3128
 CP3128                         *CURRENT SURVEY CONTROL
 CP3128  ___________________________________________________________________
 CP3128* NAD 83(1992)-  32 40 38.45696(N)    091 44 21.13715(W)     ADJUSTED  
 CP3128* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 CP3128  ___________________________________________________________________
 CP3128  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CP3128  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3128
 CP3128  HORZ ORDER  -  SECOND
 CP3128
 CP3128.The horizontal coordinates were established by classical geodetic methods
 CP3128.and adjusted by the National Geodetic Survey in January 1993..
 CP3128
 CP3128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3128
 CP3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3128
 CP3128.The geoid height was determined by GEOID03.
 CP3128
 CP3128;                    North         East     Units Scale Factor Converg.
 CP3128;SPC LA N     -   241,672.066 1,071,356.002   MT  1.00000245   +0 24 08.0
 CP3128;SPC LA N     -   792,885.77  3,514,940.48   sFT  1.00000245   +0 24 08.0
 CP3128;UTM  15      - 3,616,221.036   618,209.061   MT  0.99977230   +0 40 50.9
 CP3128
 CP3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3128!SPC LA N     -   0.99999973  x   1.00000245  =   1.00000218
 CP3128!UTM  15      -   0.99999973  x   0.99977230  =   0.99977203
 CP3128
 CP3128:                Primary Azimuth Mark                     Grid Az
 CP3128:SPC LA N     -  LIBERTY 2 AZ MK                          087 10 46.0
 CP3128:UTM  15      -  LIBERTY 2 AZ MK                          086 54 03.1
 CP3128
 CP3128|---------------------------------------------------------------------|
 CP3128| PID    Reference Object                     Distance      Geod. Az  |
 CP3128|                                                           dddmmss.s |
 CP3128| CY4887 LIBERTY 2 AZ MK                                    0873454.0 |
 CP3128| CY4888 LIBERTY 2 RM 3                       57.037 METERS 20145     |
 CP3128| CY4889 LIBERTY 2 RM 4                       25.181 METERS 30444     |
 CP3128|---------------------------------------------------------------------|
 CP3128
 CP3128                          SUPERSEDED SURVEY CONTROL
 CP3128
 CP3128  NAD 83(1986)-  32 40 38.46884(N)    091 44 21.13006(W) AD(       ) 2
 CP3128  NAD 27      -  32 40 37.97458(N)    091 44 20.68280(W) AD(       ) 2
 CP3128  NGVD 29 (07/19/86)   27.7    (m)           91.     (f) VERT ANG       
 CP3128
 CP3128.Superseded values are not recommended for survey control.
 CP3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3128.See file dsdata.txt to determine how the superseded data were derived.
 CP3128
 CP3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1820916221(NAD 83)
 CP3128_MARKER: DS = TRIANGULATION STATION DISK
 CP3128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3128
 CP3128  HISTORY     - Date     Condition        Report By
 CP3128  HISTORY     - 1970     MONUMENTED       NGS
 CP3128
 CP3128                          STATION DESCRIPTION
 CP3128
 CP3128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3128'NO MEASUREMENT BETWEEN THE RMS DUE TO BRUSH AND TREES ON LINE.
 CP3128'
 CP3128'THE STATION IS ABOUT 7.5 MILES SOUTHEAST OF MER ROUGE, 4
 CP3128'MILES NORTHEAST OF OAK RIDGE, IN SECTION 34,T20N,R7E, AND
 CP3128'ON LAND OWNED BY MR. E.M. BARHAM, OAK RIDGE, LOUISIANA. TELEPHONE
 CP3128'NUMBER 224-6710.
 CP3128'
 CP3128'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CP3128'133 AND 134, 0.25 MILE NORTH OF THE POST OFFICE IN OAK RIDGE,
 CP3128'GO NORTH ON STATE HIGHWAY 133 FOR 2.95 MILES TO A GRAVELED
 CP3128'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD
 CP3128'FOR 1.15 MILES TO A T-ROAD JUNCTION.  TURN LEFT AND GO NORTH
 CP3128'ON A GRAVELED ROAD FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 CP3128'
 CP3128'STATION MARKS ARE STANDARD DISKS STAMPED LIBERTY 2 1970.  THE
 CP3128'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3128'CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE. IT
 CP3128'IS 109 FEET EAST OF THE GRAVELED ROAD, 55 FEET SOUTH-SOUTHEAST
 CP3128'OF A 24-INCH GUM TREE AND 24 FEET EAST OF A NORTH-SOUTH
 CP3128'FENCELINE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CP3128'IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND
 CP3128'SURFACE.
 CP3128'
 CP3128'REFERENCE MARK 3, A STANDARD DISK STAMPED LIBERTY 2 NO 3 1970,
 CP3128'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3128'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET
 CP3128'EAST OF THE GRAVELED ROAD AND 3.5 FEET EAST OF THE NORTH-SOUTH
 CP3128'FENCELINE.
 CP3128'
 CP3128'REFERENCE MARK 4, A STANDARD DISK STAMPED LIBERTY 2 NO 4 1970,
 CP3128'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3128'THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 54 FEET EAST
 CP3128'OF THE GRAVELED ROAD, 31 FEET WEST OF THE NORTH-SOUTH FENCELINE
 CP3128'AND 5 FEET NORTH OF A 8-INCH SASSAFRAS TREE.
 CP3128'
 CP3128'THE AZIMUTH MARK, A STANDARD DISK STAMPED LIBERTY 2 1970,
 CP3128'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3128'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET
 CP3128'SOUTHWEST OF A POWERLINE POLE, 3 FEET NORTH-NORTHWEST OF A METAL
 CP3128'WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 CP3128'
 CP3128'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON THE GRAVELED
 CP3128'ROAD FOR 0.2 MILE TO A METAL GATE AND A FARM ROAD ON THE
 CP3128'RIGHT.  TURN RIGHT AND GO EAST ON THE FARM ROAD FOR 0.55 MILE
 CP3128'TO A CORRAL ON THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG THE
 CP3128'FENCELINE FOR 0.05 MILE AND THE MARK ON THE LEFT.
 CP3128'
 CP3128'HEIGHT OF LIGHT ABOVE STATION MARK 38.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2632 ***********************************************************************
 BX2632  DESIGNATION -  LIBUSE
 BX2632  PID         -  BX2632
 BX2632  STATE/COUNTY-  LA/RAPIDES
 BX2632  USGS QUAD   -  LIBUSE (1993)
 BX2632
 BX2632                         *CURRENT SURVEY CONTROL
 BX2632  ___________________________________________________________________
 BX2632* NAD 83(1992)-  31 21 14.35821(N)    092 19 57.16998(W)     ADJUSTED  
 BX2632* NAVD 88     -        54.2    (meters)     178.     (feet)  VERTCON   
 BX2632  ___________________________________________________________________
 BX2632  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BX2632  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX2632
 BX2632  HORZ ORDER  -  FIRST
 BX2632
 BX2632.The horizontal coordinates were established by classical geodetic methods
 BX2632.and adjusted by the National Geodetic Survey in January 1993..
 BX2632
 BX2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2632
 BX2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2632
 BX2632.The geoid height was determined by GEOID03.
 BX2632
 BX2632;                    North         East     Units Scale Factor Converg.
 BX2632;SPC LA N     -    94,699.308 1,015,932.475   MT  0.99996281   +0 05 18.7
 BX2632;SPC LA N     -   310,692.65  3,333,105.13   sFT  0.99996281   +0 05 18.7
 BX2632;UTM  15      - 3,469,026.221   563,483.159   MT  0.99964971   +0 20 50.3
 BX2632
 BX2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2632!SPC LA N     -   0.99999564  x   0.99996281  =   0.99995845
 BX2632!UTM  15      -   0.99999564  x   0.99964971  =   0.99964535
 BX2632
 BX2632:                Primary Azimuth Mark                     Grid Az
 BX2632:SPC LA N     -  LIBUSE LOT                               053 28 27.8
 BX2632:UTM  15      -  LIBUSE LOT                               053 12 56.2
 BX2632
 BX2632|---------------------------------------------------------------------|
 BX2632| PID    Reference Object                     Distance      Geod. Az  |
 BX2632|                                                           dddmmss.s |
 BX2632| BX2630 LIBUSE LOT                          APPROX. 0.9 KM 0533346.5 |
 BX2632| BX2634 LIBUSE RM 1 1969                     33.653 METERS 20842     |
 BX2632| BX2633 LIBUSE RM 3                          21.788 METERS 22500     |
 BX2632| CY4890 LIBUSE AZ MK                                       2550648.5 |
 BX2632| CY4891 LIBUSE AZ MK 2                                     2553941.3 |
 BX2632| BX2636 B 523 LGS 1969                       45.946 METERS 26916     |
 BX2632| BX2635 LIBUSE RM 2 1969                     37.635 METERS 29012     |
 BX2632| CY4892 LIBUSE RM 4                          33.436 METERS 29130     |
 BX2632|---------------------------------------------------------------------|
 BX2632
 BX2632                          SUPERSEDED SURVEY CONTROL
 BX2632
 BX2632  NAD 83(1986)-  31 21 14.37766(N)    092 19 57.16523(W) AD(       ) 1
 BX2632  NAD 27      -  31 21 13.72321(N)    092 19 56.68583(W) AD(       ) 1
 BX2632  NGVD 29 (07/19/86)   54.2    (m)          178.     (f) VERT ANG       
 BX2632
 BX2632.Superseded values are not recommended for survey control.
 BX2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2632.See file dsdata.txt to determine how the superseded data were derived.
 BX2632
 BX2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6348369026(NAD 83)
 BX2632_MARKER: DS = TRIANGULATION STATION DISK
 BX2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2632
 BX2632  HISTORY     - Date     Condition        Report By
 BX2632  HISTORY     - 1969     MONUMENTED       CGS
 BX2632  HISTORY     - 1969     GOOD             CGS
 BX2632  HISTORY     - 1972     GOOD             NGS
 BX2632  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2632
 BX2632                          STATION DESCRIPTION
 BX2632
 BX2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2632'NO MEASUREMENT BETWEEN RM 1 AND RM 2
 BX2632'
 BX2632'THE STATION IS LOCATED 0.1 MILE EAST OF THE LIBUSE POST OFFICE,
 BX2632'1 MILE SOUTHWEST OF LIBUSE LOOKOUT TOWER, AND 7 MILES NORTHEAST
 BX2632'OF PINEVILLE ON PROPERTY OF MR. GEORGE TUMA.
 BX2632'
 BX2632'TO REACH THE STATION FROM THE LIBUSE POST OFFICE AND JUNCTION
 BX2632'OF STATE HIGHWAYS 28 AND 1205, GO EASTERLY ON STATE HIGHWAY
 BX2632'1205 FOR 0.1 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BX2632'AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 1205,
 BX2632'GO SOUTHWEST ON STATE HIGHWAY 28 FOR 0.3 MILE TO THE AZIMUTH
 BX2632'MARK ON THE RIGHT.
 BX2632'
 BX2632'STATION MARK IS STANDARD DISK STAMPED, LIBUSE 1969, SET IN THE TOP
 BX2632'OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BX2632'159 FEET NORTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY 1205,
 BX2632'131 FEET SOUTH OF A FENCE, 123 FEET SOUTHEAST OF UTILITY POLE
 BX2632'NUMBER 105 1/2, 91 FEET EAST-NORTHEAST OF UTILITY POLE NUMBER 1.
 BX2632'
 BX2632'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, LIBUSE NO 1 1969,
 BX2632'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 BX2632'FLUSH.  IT IS 113 FEET SOUTHWEST OF METAL WITNESS POST WITH SIGN
 BX2632'ATTACHED, 51 FEET NORTHEAST OF APPROXIMATE CENTER OF STATE
 BX2632'HIGHWAY 1205 AND 48.5 FEET SOUTH OF UTILITY POLE NUMBER 1.
 BX2632'
 BX2632'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIBUSE NO 2 1969,
 BX2632'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 BX2632'FLUSH.  IT IS 125 FEET NORTHWEST OF A METAL WITNESS POST WITH
 BX2632'SIGN ATTACHED, 29 FEET SOUTH-SOUTHEAST OF A FENCE, AND 3.5
 BX2632'FEET SOUTHWEST OF UTILITY POLE NUMBER 105 1/2.
 BX2632'
 BX2632'AZIMUTH MARK IS A STANDARD DISK STAMPED LIBUSE 1969, SET IN
 BX2632'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2632'2 INCHES.  IT IS 32 FEET NORTH OF THE APPROXIMATE CENTER OF
 BX2632'STATE HIGHWAY 28, 51 FEET WEST OF A DRIVEWAY TO A FRAME HOUSE,
 BX2632'21 FEET EAST OF A DRIVEWAY TO A BRICK HOUSE, 19 FEET SOUTH OF
 BX2632'CHAIN LINK FENCE, 4.5 FEET NORTHEAST OF POWER LINE POLE AND
 BX2632'1.3 FEET EAST OF METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2632'
 BX2632'HEIGHT OF LIGHT ABOVE STATION MARK 38.36 METERS.
 BX2632
 BX2632                          STATION RECOVERY (1969)
 BX2632
 BX2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BX2632'THE STATION WAS VISITED 10-8-69 AND THE STATION AND REFERENCE
 BX2632'MARKS AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 BX2632'AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE DUE TO ROAD
 BX2632'CONSTRUCTION, THIS WAS DONE BY ESTABLISHING A NEW AZIMUTH
 BX2632'MARK.  LOUISIANA GEODETIC SURVEY STATION B-523 WAS TRAVERSED
 BX2632'TO AT THIS DATE.  A NEW BUILDING HAS BEEN BUILT SINCE THE
 BX2632'STATION WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 BX2632'
 BX2632'THE STATION IS LOCATED AT THE SMALL COMMUNITY OF LIBUSE, ABOUT 7
 BX2632'MILES EAST-NORTHEAST OF PINEVILLE, IN A FORKS IN THE ROAD,
 BX2632'ABOUT 0.1 MILE WEST OF THE PRESENT POST OFFICE AT LIBUSE.  IT
 BX2632'IS 157 FEET SE OF THE CENTER OF STATE HIGHWAY 28, 157.5 FEET
 BX2632'NNW OF THE CENTER OF A BLACK TOP ROAD, 124 FEET ESE OF A
 BX2632'TELEPHONE POLE, 245.5 FEET ENE OF THE NE CORNER OF A BRICK
 BX2632'BUILDING IN THE FORKS OF THE ROAD, 92 FEET NE OF A POWER POLE,
 BX2632'AND 5 FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 BX2632'TRIANGULATION STATION DISK, STAMPED LIBUSE 1969, FLUSH WITH
 BX2632'THE GROUND.
 BX2632'
 BX2632'REFERENCE MARK NO. 1 IS 110.41 FEET SOUTH OF THE STATION.  IT
 BX2632'IS 97 FEET ENE OF A POWER POLE, 51.5 FEET NNW OF THE CENTER OF
 BX2632'THE ROAD, 48.5 FEET SSW OF A POWER POLE AND 1.5 FEET NE OF
 BX2632'A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BX2632'LIBUSE NO 1 1969, PROJECTING 1 INCH.
 BX2632'
 BX2632'REFERENCE MARK NO. 2 IS 123.47 FEET WNW OF THE STATION, 3 FEET
 BX2632'SW OF A TELEPHONE POLE, 62.8 FEET SE OF THE CENTER OF STATE
 BX2632'HIGHWAY 28, 141.8 FEET NNE OF THE NE CORNER OF THE RED BRICK
 BX2632'BUILDING AND 6 FEET E OF THE PROJECTED PLANE OF THE N. WALL
 BX2632'OF THE BRICK BUILDING.  IT IS A REFERENCE MARK DISK, STAMPED
 BX2632'LIBUSE NO 2 1969, FLUSH WITH THE GROUND.
 BX2632'
 BX2632'LOUISIANA GEODETIC SURVEY MARK B-523 IS 152.99 FEET WEST OF THE
 BX2632'STATION, 95.0 FEET ENE OF THE NORTHEAST CORNER OF THE RED BRICK
 BX2632'BUILDING 59.5 FEET SSW OF A TELEPHONE POLE, 84.5 FEET SE OF THE
 BX2632'CENTER OF STATE HIGHWAY 28, 102 FEET NE OF A POWER POLE, 136 FEET
 BX2632'NE OF THE CENTER OF THE BLACK TOPPED ROAD, AND 1 FOOT SE OF A
 BX2632'METAL WITNESS POST.  IT IS A LEAD RIVIT SET IN THE TOP OF A 6-INCH
 BX2632'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE LETTERS AND
 BX2632'NUMBERS B 523 IS INSCRIBED IN THE TOP OF THE CONCRETE POST.
 BX2632'
 BX2632'THE AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION, 49 FEET
 BX2632'NORTH OF THE CENTER OF THE ROAD, 2 FEET EAST OF A POWER POLE, 1
 BX2632'FOOT SOUTH OF A CYCLONE FENCE, 2 FEET EAST OF A FENCE CORNER, 31
 BX2632'FEET EAST OF THE CENTER OF A DRIVEWAY TO A RED BRICK HOUSE, 39.5
 BX2632'FEET WEST OF A DRIVEWAY TO A SMALL WHITE HOUSE, 21 FEET WEST
 BX2632'OF A WATER METER AND 1 FOOT WEST OF A METAL WITNESS POST.  IT
 BX2632'IS AN AZIMUTH MARK DISK, STAMPED LIBUSE 1969 AZ 2 1969,
 BX2632'PROJECTING 4 INCHES.
 BX2632'
 BX2632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2632'AT LIBUSE.
 BX2632
 BX2632                          STATION RECOVERY (1972)
 BX2632
 BX2632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BX2632'THE STATION WAS VISITED 9-15-72 AND THE STATION MARK AND THE
 BX2632'AZIMUTH MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BX2632'MARK NO. 1 AND NO. 2 AND LOUISIANA GEODETIC SURVEY DISK B
 BX2632'523 WERE FOUND DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK
 BX2632'NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 BX2632'FOLLOWS--
 BX2632'
 BX2632'THE STATION IS LOCATED AT THE SMALL COMMUNITY OF LIBUSE, ABOUT
 BX2632'7 MILES EAST-NORTHEAST OF PINEVILLE, IN THE FORKS OF THE ROAD,
 BX2632'ABOUT 0.1 MILE EAST OF THE CURRENT POST OFFICE IN LIBUSE.  IT
 BX2632'IS 157 FEET SOUTHEAST OF THE CENTER OF THE STATE HIGHWAY 28,
 BX2632'157 FEET NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 1205,
 BX2632'82 FEET EAST OF A POWER POLE, 150 FEET EAST OF A CROSS ROAD
 BX2632'BETWEEN THE TWO HIGHWAYS, 43.5 FEET SOUTH OF A 2-FOOT PINE
 BX2632'TREE, 41.5 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF
 BX2632'THE BRICK HOUSE SOUTH OF THE ROAD, AND 5 FEET SOUTHWEST OF A
 BX2632'METAL WITNESS POST.  IT IS A USC AND GS TRIANGULATION STATION
 BX2632'DISK STAMPED LIBUSE 1969, PROJECTING 2 INCHES.
 BX2632'
 BX2632'REFERENCE MARK NO. 3 IS 71.49 FEET WEST-SOUTHWEST OF STATION.  IT
 BX2632'IS 12 FEET EAST OF A POWER POLE, 63 FEET NORTH EAST OF THE CENTER
 BX2632'OF THE CROSSROAD, 98 FEET NORTH OF THE CENTER OF ST. HIGHWAY
 BX2632'1205, 6 FEET WEST OF THE ANCHOR FOR THE POWER POLE AND 1 FOOT
 BX2632'NORTHEAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK
 BX2632'CRIMPED ON A 4 FOOT SECTION OF COPPER WELD ROD FASTENED TO A
 BX2632'METAL PLATE, ACCESS HAD THROUGH A 4 INCH PLASTIC PIPE AND THE
 BX2632'TOP REINFORCED WITH CONCRETE.  IT IS STAMPED LIBUSE 1969 N)
 BX2632'3 1972 PROJECTING 2 INCHES.
 BX2632'
 BX2632'REFERENCE MARK NO. 4 IS 1 FOOT WEST OF A WITNESS POST, 102
 BX2632'FEET NORTH-NORTHEAST OF A POWER POLE, 71 FEET SOUTH-SOUTHEAST
 BX2632'OF STATE HIGHWAY 28, 2 FEET SSE OF A FENCE LINE, 83 FEET EAST
 BX2632'OF THE CENTER OF THE CROSS ROAD BETWEEN THE TWO ROADS.  IT IS
 BX2632'A REFERENCE MARK DISK CRIMPED TO A 4 FOOT SECTION OF COPPER
 BX2632'WELD ROD FASTENED TO A METAL PLATE AND IS ENCASED IN A PLASTIC
 BX2632'PIPE REINFORCED WITH CONCRETE.  IT IS STAMPED LIBUSE 1969 NO 4
 BX2632'1972, PROJECTING 4 INCHES.
 BX2632'
 BX2632'THE AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION, 49 FEET
 BX2632'NORTH OF THE CENTER OF STATE HIGHWAY 28, 2 FEET EAST OF A
 BX2632'POWER POLE, 1 FOOT SOUTH OF A FENCE LINE 2 FEET EAST OF A
 BX2632'FENCE CORNER 31 FEET EAST OF THE CENTER OF A DRIVEWAY TO A RED
 BX2632'BRICK HOUSE, 39 FEET WEST OF A DRIVEWAY TO A SMALL WHITE HOUSE,
 BX2632'21 FEET WEST OF A WATER METER AND 1 FOOT WEST OF A METAL WITNESS
 BX2632'POST.  IT IS AN AZIMUTH MARK DISK STAMPED LIBUSE 1969 NO 2 1969
 BX2632'PROJECTING 4 INCHES.
 BX2632'
 BX2632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2632'AT LIBUSE.
 BX2632
 BX2632                          STATION RECOVERY (1999)
 BX2632
 BX2632'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2630 ***********************************************************************
 BX2630  DESIGNATION -  LIBUSE LOT
 BX2630  PID         -  BX2630
 BX2630  STATE/COUNTY-  LA/RAPIDES
 BX2630  USGS QUAD   -  LIBUSE (1993)
 BX2630
 BX2630                         *CURRENT SURVEY CONTROL
 BX2630  ___________________________________________________________________
 BX2630* NAD 83(1992)-  31 21 32.53817(N)    092 19 28.47176(W)     ADJUSTED  
 BX2630* NAVD 88     -                                                        
 BX2630  ___________________________________________________________________
 BX2630  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BX2630  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX2630
 BX2630  HORZ ORDER  -  THIRD
 BX2630
 BX2630.The horizontal coordinates were established by classical geodetic methods
 BX2630.and adjusted by the National Geodetic Survey in January 1993..
 BX2630
 BX2630
 BX2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2630
 BX2630.The geoid height was determined by GEOID03.
 BX2630
 BX2630;                    North         East     Units Scale Factor Converg.
 BX2630;SPC LA N     -    95,260.407 1,016,690.046   MT  0.99996195   +0 05 33.9
 BX2630;SPC LA N     -   312,533.52  3,335,590.59   sFT  0.99996195   +0 05 33.9
 BX2630;UTM  15      - 3,469,590.559   564,237.953   MT  0.99965090   +0 21 05.4
 BX2630
 BX2630                          SUPERSEDED SURVEY CONTROL
 BX2630
 BX2630  NAD 83(1986)-  31 21 32.55757(N)    092 19 28.46701(W) AD(       ) 4
 BX2630  NAD 27      -  31 21 31.90380(N)    092 19 27.98828(W) AD(       ) 3
 BX2630
 BX2630.Superseded values are not recommended for survey control.
 BX2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2630.See file dsdata.txt to determine how the superseded data were derived.
 BX2630
 BX2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6423869591(NAD 83)
 BX2630_MARKER: 57 = LOOKOUT TOWER
 BX2630
 BX2630  HISTORY     - Date     Condition        Report By
 BX2630  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2630  HISTORY     - 19990424 GOOD             USPSQD
 BX2630
 BX2630                          STATION DESCRIPTION
 BX2630
 BX2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2630'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  IT IS
 BX2630'A 4 LEGGED GALVANIZED STEEL STRUCTURE SUPPORTING A SMALL CABIN.
 BX2630'
 BX2630'TO REACH THE STATION FROM THE POST OFFICE IN LIBUSE, GO
 BX2630'NORTHEASTERLY ON STATE HIGHWAY 28 FOR 0.7 MILE TO THE STATION
 BX2630'ON THE LEFT.
 BX2630
 BX2630                          STATION RECOVERY (1999)
 BX2630
 BX2630'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3023 ***********************************************************************
 CP3023  DESIGNATION -  LIDDIE
 CP3023  PID         -  CP3023
 CP3023  STATE/COUNTY-  LA/FRANKLIN
 CP3023  USGS QUAD   -  LIDDIEVILLE (1983)
 CP3023
 CP3023                         *CURRENT SURVEY CONTROL
 CP3023  ___________________________________________________________________
 CP3023* NAD 83(1992)-  32 08 44.39118(N)    091 51 04.52140(W)     ADJUSTED  
 CP3023* NAVD 88     -        20.5    (meters)      67.     (feet)  VERTCON   
 CP3023  ___________________________________________________________________
 CP3023  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CP3023  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP3023
 CP3023  HORZ ORDER  -  FIRST
 CP3023
 CP3023.The horizontal coordinates were established by classical geodetic methods
 CP3023.and adjusted by the National Geodetic Survey in January 1993..
 CP3023
 CP3023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3023
 CP3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3023
 CP3023.The geoid height was determined by GEOID03.
 CP3023
 CP3023;                    North         East     Units Scale Factor Converg.
 CP3023;SPC LA N     -   182,646.718 1,061,199.649   MT  0.99992262   +0 20 34.8
 CP3023;SPC LA N     -   599,233.44  3,481,619.18   sFT  0.99992262   +0 20 34.8
 CP3023;UTM  15      - 3,557,159.557   608,336.297   MT  0.99974474   +0 36 40.6
 CP3023
 CP3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3023!SPC LA N     -   1.00000087  x   0.99992262  =   0.99992349
 CP3023!UTM  15      -   1.00000087  x   0.99974474  =   0.99974561
 CP3023
 CP3023|---------------------------------------------------------------------|
 CP3023| PID    Reference Object                     Distance      Geod. Az  |
 CP3023|                                                           dddmmss.s |
 CP3023| CY4897 LIDDIE RM 1                          52.554 METERS 12123     |
 CP3023| CY4896 LIDDIE AZ MK                                       2693150.0 |
 CP3023| CY4898 LIDDIE RM 2                          33.741 METERS 27959     |
 CP3023|---------------------------------------------------------------------|
 CP3023
 CP3023                          SUPERSEDED SURVEY CONTROL
 CP3023
 CP3023  NAD 83(1986)-  32 08 44.40442(N)    091 51 04.51537(W) AD(       ) 1
 CP3023  NAD 27      -  32 08 43.85047(N)    091 51 04.05081(W) AD(       ) 1
 CP3023  NGVD 29 (07/19/86)   20.5    (m)           67.     (f) VERT ANG       
 CP3023
 CP3023.Superseded values are not recommended for survey control.
 CP3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3023.See file dsdata.txt to determine how the superseded data were derived.
 CP3023
 CP3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0833657160(NAD 83)
 CP3023_MARKER: DS = TRIANGULATION STATION DISK
 CP3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3023
 CP3023  HISTORY     - Date     Condition        Report By
 CP3023  HISTORY     - 1971     MONUMENTED       NGS
 CP3023
 CP3023                          STATION DESCRIPTION
 CP3023
 CP3023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3023'RMS MEASURED WITH A 300 FEET TAPE PULLING 10 KG. TENSION.
 CP3023'
 CP3023'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF
 CP3023'WINNSBORO AND 3/4 MILE NORTH OF LIDDIEVILLE, IN THE NORTHWEST
 CP3023'CORNER OF SECTION 3, T 13 N, R 6 E, ON LAND OWNED BY
 CP3023'MR. RILEY THOMPSON, ROUTE 2, WINNSBORO, LOUISIANA, 71295.
 CP3023'
 CP3023'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135
 CP3023'AND 870 ON THE NORTH SIDE OF THE LIDDIEVILLE SCHOOL IN
 CP3023'LIDDIEVILLE, GO WEST AND NORTHERLY ON HIGHWAY 870 FOR 0.7
 CP3023'MILE TO A ROAD FORK AND THE STATION AND A CEMETARY ON THE LEFT.
 CP3023'
 CP3023'STATION MARKS ARE STANDARD DISKS STAMPED LIDDIE 1971.  THE
 CP3023'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CP3023'MONUMENT THAT IS 20 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 CP3023'IS 136 FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 870, 110
 CP3023'FEET WEST OF A METAL WITNESS POST IN A FENCE LINE, 75 FEET
 CP3023'SOUTHEAST OF GRANITE HEADSTONE RUSSELL AND 72 FEET SOUTHWEST
 CP3023'OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CP3023'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 CP3023'
 CP3023'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LIDDIE NO 1 1971,
 CP3023'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3023'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 132 FEET
 CP3023'SOUTHEAST OF THE POWER POLE, 93 FEET SOUTH-SOUTHEAST OF THE METAL
 CP3023'WITNESS POST, 28 FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY
 CP3023'870 AND 1 FOOT SOUTHWEST OF THE FENCE.
 CP3023'
 CP3023'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIDDIE NO 2 1971,
 CP3023'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3023'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 178.5 FEET
 CP3023'WEST-SOUTHWEST OF THE POWER POLE, 54 FEET SOUTHWEST OF THE
 CP3023'GRANITE HEADSTONE RUSSELL AND 1 FOOT SOUTH OF A FENCE.
 CP3023'
 CP3023'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LIDDIE 1971, SET
 CP3023'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3023'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 130
 CP3023'FEET SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 85 FEET
 CP3023'SOUTH OF A CORNER FENCE POST, 15 FEET WEST OF THE CENTER OF A
 CP3023'GRAVELED ROAD, 5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 CP3023'EAST OF A FENCE.
 CP3023'
 CP3023'TO REACH THE AZIMUTH MARK FROM THE ROAD FORK AT THE STATION,
 CP3023'GO WEST ON A PAVED ROAD FOR 0.35 MILE.  THENCE BEAR LEFT AND GO
 CP3023'SOUTHERLY ON A GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 CP3023'ON THE RIGHT.
 CP3023'
 CP3023'HEIGHT OF LIGHT ABOVE STATION MARK 39.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2848 ***********************************************************************
 CQ2848  DESIGNATION -  LIDE
 CQ2848  PID         -  CQ2848
 CQ2848  STATE/COUNTY-  LA/WINN
 CQ2848  USGS QUAD   -  HUDSON (1985)
 CQ2848
 CQ2848                         *CURRENT SURVEY CONTROL
 CQ2848  ___________________________________________________________________
 CQ2848* NAD 83(1992)-  32 06 37.89095(N)    092 33 17.89899(W)     ADJUSTED  
 CQ2848* NAVD 88     -        68.5    (meters)     225.     (feet)  VERTCON   
 CQ2848  ___________________________________________________________________
 CQ2848  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CQ2848  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ2848
 CQ2848  HORZ ORDER  -  SECOND
 CQ2848
 CQ2848.The horizontal coordinates were established by classical geodetic methods
 CQ2848.and adjusted by the National Geodetic Survey in January 1993..
 CQ2848
 CQ2848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2848
 CQ2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2848
 CQ2848.The geoid height was determined by GEOID03.
 CQ2848
 CQ2848;                    North         East     Units Scale Factor Converg.
 CQ2848;SPC LA N     -   178,568.634   994,812.183   MT  0.99992038   -0 01 44.6
 CQ2848;SPC LA N     -   585,853.93  3,263,812.97   sFT  0.99992038   -0 01 44.6
 CQ2848;UTM  15      - 3,552,773.364   541,984.961   MT  0.99962174   +0 14 11.6
 CQ2848
 CQ2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2848!SPC LA N     -   0.99999326  x   0.99992038  =   0.99991364
 CQ2848!UTM  15      -   0.99999326  x   0.99962174  =   0.99961501
 CQ2848
 CQ2848:                Primary Azimuth Mark                     Grid Az
 CQ2848:SPC LA N     -  LIDE AZ MK                               077 16 28.8
 CQ2848:UTM  15      -  LIDE AZ MK                               077 00 32.6
 CQ2848
 CQ2848|---------------------------------------------------------------------|
 CQ2848| PID    Reference Object                     Distance      Geod. Az  |
 CQ2848|                                                           dddmmss.s |
 CQ2848| CY4899 LIDE AZ MK                                         0771444.2 |
 CQ2848| CY4901 LIDE RM 1                             7.539 METERS 16401     |
 CQ2848| CQ2849 LIDE LADH RM 2 1971                   6.118 METERS 28218     |
 CQ2848| CY4900 LIDE AZ MK 2                                       2980712.8 |
 CQ2848|---------------------------------------------------------------------|
 CQ2848
 CQ2848                          SUPERSEDED SURVEY CONTROL
 CQ2848
 CQ2848  NAD 83(1986)-  32 06 37.90491(N)    092 33 17.88946(W) AD(       ) 2
 CQ2848  NAD 27      -  32 06 37.33259(N)    092 33 17.35574(W) AD(       ) 2
 CQ2848  NGVD 29 (07/19/86)   68.5    (m)          225.     (f) VERT ANG       
 CQ2848
 CQ2848.Superseded values are not recommended for survey control.
 CQ2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2848.See file dsdata.txt to determine how the superseded data were derived.
 CQ2848
 CQ2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4198552773(NAD 83)
 CQ2848_MARKER: DD = SURVEY DISK
 CQ2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2848
 CQ2848  HISTORY     - Date     Condition        Report By
 CQ2848  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2848
 CQ2848                          STATION DESCRIPTION
 CQ2848
 CQ2848'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2848'THE STATION IS LOCATED 4.5 MILES NORTHWEST OF SIKES, 6.5 MILES
 CQ2848'EAST-NORTHEAST OF DODSON AND 14 MILES NORTH-NORTHEAST OF
 CQ2848'WINNFIELD, IN THE SOUTHEAST 1/4 OF SECTION 15, T13N, R2W, AND ON
 CQ2848'THE PROPERTY OWNED BY LIDE STOCK FARM, ADDRESS SIKES, LOUISIANA.
 CQ2848'
 CQ2848'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 167
 CQ2848'AND STATE HIGHWAY 126 IN DODSON, DRIVE EAST ALONG STATE HIGHWAY
 CQ2848'126 FOR 5 MILES TO THE INTERSECTION WITH STATE HIGHWAY 34, TURN
 CQ2848'LEFT ON HIGHWAY 34 AND GO NORTH FOR 3 MILES TO THE STATION WHICH
 CQ2848'IS SET ON THE RIGHT AND SOUTH OF THE HIGHWAY ON A KNOLL IN A
 CQ2848'PASTURE.
 CQ2848'
 CQ2848'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG
 CQ2848'STATE HIGHWAY 34, FOR 0.3 MILE.  THE MARK IS SET ON THE RIGHT
 CQ2848'AND SOUTHEAST OF THE HIGHWAY NEAR A GATE.
 CQ2848'
 CQ2848'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE WEST ALONG
 CQ2848'STATE HIGHWAY 34 FOR 0.25 MILE.  THE MARK IS SET ON THE LEFT AND
 CQ2848'SOUTH OF THE ROAD NEAR A CHURCH.
 CQ2848'
 CQ2848'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2848'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2848'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2848'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2848'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2848'SURFACE.  THEY ARE STAMPED LIDE 1971.  THE MARK IS 350 FEET
 CQ2848'NORTHEAST OF A FENCE RUNNING NORTH-SOUTH, 325 FEET SOUTH OF A
 CQ2848'FENCE RUNNING EAST-WEST, 200 FEET NORTH OF A FENCE RUNNING
 CQ2848'EAST-WEST, 250 FEET NORTH-NORTHWEST OF A 10 INCH OAK TREE,
 CQ2848'2.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE
 CQ2848'FEEDER.  THE STATION IS SET ON A KNOLL IN A PASTURE.  THE
 CQ2848'WITNESS POST IS IN THE FENCE NEAR THE HIGHWAY WEST OF THE
 CQ2848'STATION.
 CQ2848'
 CQ2848'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2848'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2848'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2848'GROUND.  IT IS STAMPED LIDE R.M. 1 1971.  IT IS 400 FEET
 CQ2848'WEST-NORTHWEST OF A GROUP OF PINE TREES, 348 FEET NORTHEAST
 CQ2848'OF A FENCE RUNNING NORTH-SOUTH, 340 FEET SOUTH OF A FENCE
 CQ2848'RUNNING EAST-WEST, 180 FEET NORTH OF A FENCE RUNNING EAST-WEST,
 CQ2848'AND 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE
 CQ2848'FEEDER.
 CQ2848'
 CQ2848'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2848'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2848'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2848'THE GROUND.  IT IS STAMPED LIDE R.M. 2 1971.  IT IS 390 FEET
 CQ2848'WEST-NORTHWEST OF A GROUP OF PINE TREES, 305 FEET SOUTH OF A
 CQ2848'FENCE RUNNING EAST-WEST, 200 FEET NORTH OF A FENCE RUNNING
 CQ2848'EAST-WEST, AND 22 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CQ2848'A CATTLE FEEDER.
 CQ2848'
 CQ2848'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2848'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2848'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2848'THE GROUND.  IT IS STAMPED LIDE AZ. MK. 1971.  IT IS 65 FEET
 CQ2848'NORTHEAST OF THE CENTER OF A METAL GATE, 27 FEET SOUTH-SOUTHEAST
 CQ2848'OF THE CENTER OF STATE HIGHWAY 34, 21 FEET EAST OF A POWER POLE,
 CQ2848'2 FEET NORTH-NORTHWEST OF A FENCE, AND 1.5 FEET NORTH-NORTHWEST
 CQ2848'OF A METAL WITNESS POST AND SIGN.
 CQ2848'
 CQ2848'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2848'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2848'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2848'GROUND.  IT IS STAMPED LIDE AZ. MK. 2 1971.  IT IS 70 FEET EAST
 CQ2848'OF THE NORTHEAST CORNER OF THE HARMONY GROVE BAPTIST CHURCH,
 CQ2848'20 FEET SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 34, 2.5
 CQ2848'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A
 CQ2848'WITNESS POST, AND 1.5 FEET WEST OF A FENCE CORNER.
 CQ2848'
 CQ2848'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3001 ***********************************************************************
 AU3001  DESIGNATION -  LIER
 AU3001  PID         -  AU3001
 AU3001  STATE/COUNTY-  LA/TERREBONNE
 AU3001  USGS QUAD   -  JACKO BAY (1994)
 AU3001
 AU3001                         *CURRENT SURVEY CONTROL
 AU3001  ___________________________________________________________________
 AU3001* NAD 83(1992)-  29 11 55.92181(N)    090 24 07.41956(W)     ADJUSTED  
 AU3001* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3001  **This station is located in a subsidence area (see below).
 AU3001  ___________________________________________________________________
 AU3001  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AU3001  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AU3001
 AU3001  HORZ ORDER  -  THIRD
 AU3001
 AU3001.The horizontal coordinates were established by classical geodetic methods
 AU3001.and adjusted by the National Geodetic Survey in January 1993..
 AU3001
 AU3001 ** The orthometric height has not been validated since last determined
 AU3001 ** by differential leveling and should not be used for control purposes.
 AU3001 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3001 ** area with valid NAVD 88 orthometric heights.
 AU3001 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3001 ** epoch indicated which incorporates improved geoid heights for the
 AU3001 ** Southern Louisiana Subsidence area.
 AU3001 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3001.The orthometric height was scaled from a topographic map.
 AU3001
 AU3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3001
 AU3001.The geoid height was determined by GEOID03.
 AU3001
 AU3001;                    North         East     Units Scale Factor Converg.
 AU3001;SPC LA S     -    77,836.005 1,090,569.008   MT  1.00002295   +0 27 56.3
 AU3001;SPC LA S     -   255,366.96  3,577,975.15   sFT  1.00002295   +0 27 56.3
 AU3001;UTM  15      - 3,232,813.691   752,598.910   MT  1.00038742   +1 16 05.0
 AU3001
 AU3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3001!SPC LA S     -   1.00000380  x   1.00002295  =   1.00002675
 AU3001!UTM  15      -   1.00000380  x   1.00038742  =   1.00039122
 AU3001
 AU3001|---------------------------------------------------------------------|
 AU3001| PID    Reference Object                     Distance      Geod. Az  |
 AU3001|                                                           dddmmss.s |
 AU3001| DD7343 LIER RM 2                            10.672 METERS 00026     |
 AU3001| AU2972 PHILO                               APPROX. 5.1 KM 0950946.8 |
 AU3001| DD7342 LIER RM 1                            11.527 METERS 26028     |
 AU3001|---------------------------------------------------------------------|
 AU3001
 AU3001                          SUPERSEDED SURVEY CONTROL
 AU3001
 AU3001  NAD 83(1986)-  29 11 55.93928(N)    090 24 07.43046(W) AD(       ) 3
 AU3001  NAD 27      -  29 11 55.12100(N)    090 24 07.12400(W) AD(       ) 3
 AU3001
 AU3001.Superseded values are not recommended for survey control.
 AU3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3001.See file dsdata.txt to determine how the superseded data were derived.
 AU3001
 AU3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5259932814(NAD 83)
 AU3001_MARKER: DD = SURVEY DISK
 AU3001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3001_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3001
 AU3001  HISTORY     - Date     Condition        Report By
 AU3001  HISTORY     - 1934     MONUMENTED       CGS
 AU3001  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3001
 AU3001                          STATION DESCRIPTION
 AU3001
 AU3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3001'STATION IS AT THE NW END OF TIMBALIER BAY, ABOUT 3 MILES DUE
 AU3001'W FROM PHILO BRICE ISLANDS, (THE GROUP OF ISLANDS THAT LIE
 AU3001'BETWEEN TIMBALIER BAY AND LAKE RACCOURCI) AT THE SE END OF THE
 AU3001'LARGEST ISLAND IN THIS IMMEDIATE VICINITY.
 AU3001'
 AU3001'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU3001'IN CONCRETE IN THE TOP OF TILES.
 AU3001'
 AU3001'REFERENCE MARK NO. 1 IS 11.527 METERS (37.82 FEET) FROM THE
 AU3001'STATION S 80 DEG 28 MIN W.
 AU3001'
 AU3001'REFERENCE MARK NO. 2 IS 10.672 METERS (35.01 FEET) FROM THE
 AU3001'STATION N 0 DEG 26 MIN E.
 AU3001
 AU3001                          STATION RECOVERY (1952)
 AU3001
 AU3001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3001'STATION AND BOTH REFERENCE MARKS ARE LOST BECAUSE OF EXTENSIVE
 AU3001'SHORELINE EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4324 ***********************************************************************
 BJ4324  DESIGNATION -  LIGHT
 BJ4324  PID         -  BJ4324
 BJ4324  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4324  USGS QUAD   -  PONCHATOULA SE (1979)
 BJ4324
 BJ4324                         *CURRENT SURVEY CONTROL
 BJ4324  ___________________________________________________________________
 BJ4324* NAD 83(1992)-  30 17 48.85149(N)    090 17 53.57437(W)     ADJUSTED  
 BJ4324* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BJ4324  ___________________________________________________________________
 BJ4324  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4324  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BJ4324
 BJ4324  HORZ ORDER  -  FIRST
 BJ4324
 BJ4324.The horizontal coordinates were established by classical geodetic methods
 BJ4324.and adjusted by the National Geodetic Survey in January 1993..
 BJ4324
 BJ4324.The orthometric height was scaled from a topographic map.
 BJ4324
 BJ4324.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4324
 BJ4324.The geoid height was determined by GEOID03.
 BJ4324
 BJ4324;                    North         East     Units Scale Factor Converg.
 BJ4324;SPC LA S     -   199,627.024 1,099,568.642   MT  0.99993904   +0 31 03.3
 BJ4324;SPC LA S     -   654,942.99  3,607,501.45   sFT  0.99993904   +0 31 03.3
 BJ4324;UTM  15      - 3,354,777.573   759,849.351   MT  1.00043309   +1 21 49.6
 BJ4324
 BJ4324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4324!SPC LA S     -   1.00000419  x   0.99993904  =   0.99994323
 BJ4324!UTM  15      -   1.00000419  x   1.00043309  =   1.00043728
 BJ4324
 BJ4324|---------------------------------------------------------------------|
 BJ4324| PID    Reference Object                     Distance      Geod. Az  |
 BJ4324|                                                           dddmmss.s |
 BJ4324| BJ4326 MANCHAC USE 1953                     18.058 METERS 07023     |
 BJ4324| BJ4325 PASS MANCHAC LIGHTHOUSE              23.502 METERS 14347     |
 BJ4324| BJ4327 GALVA                               APPROX.10.0 KM 2584858.5 |
 BJ4324| CW2035 LIGHT RM 2                           22.041 METERS 31707     |
 BJ4324|---------------------------------------------------------------------|
 BJ4324
 BJ4324                          SUPERSEDED SURVEY CONTROL
 BJ4324
 BJ4324  NAD 83(1986)-  30 17 48.86570(N)    090 17 53.57390(W) AD(       ) 1
 BJ4324  NAD 27      -  30 17 48.15910(N)    090 17 53.27684(W) AD(       ) 1
 BJ4324
 BJ4324.Superseded values are not recommended for survey control.
 BJ4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4324.See file dsdata.txt to determine how the superseded data were derived.
 BJ4324
 BJ4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5984954778(NAD 83)
 BJ4324_MARKER: DS = TRIANGULATION STATION DISK
 BJ4324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ4324
 BJ4324  HISTORY     - Date     Condition        Report By
 BJ4324  HISTORY     - 1953     MONUMENTED       CGS
 BJ4324
 BJ4324                          STATION DESCRIPTION
 BJ4324
 BJ4324'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4324'THE STATION IS LOCATED NEAR THE CENTER OF A SMALL ISLAND AT
 BJ4324'THE NORTHWEST SIDE OF LAKE PONTCHARTRAIN.  IT IS ABOUT 8
 BJ4324'MILES SOUTHWEST OF MANDEVILLE, ABOUT 2 MILES SOUTHWEST OF THE
 BJ4324'POINT WHERE THE TANGIPOHOA RIVER EMPTIES INTO LAKE PONTCHARTRAIN,
 BJ4324'69 FEET NORTH OF THE NORTH SIDE OF PASS MANCHAC LIGHT HOUSE,
 BJ4324'40 FEET NORTHEAST OF A BOAT DOCK AND AT THE EAST SIDE OF
 BJ4324'PASS MANCHAC.  IT IS A STANDARD STATION MARK DISK WELDED ON
 BJ4324'THE TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED LIGHT 1953 AND
 BJ4324'PROJECTS 10 INCHES.
 BJ4324'
 BJ4324'REFERENCE MARK NO. 1 IS NEAR THE NORTHEAST CORNER OF THE
 BJ4324'ISLAND AND 78 FEET NORTHEAST OF THE PASS MANCHAC LIGHT HOUSE.
 BJ4324'A U.S. ENGINEER DEPARTMENT MARK WAS USED FOR FOR REFERENCE
 BJ4324'MARK NO. 1.  IT IS A STANDARD ENGINEER DEPARTMENT MARK DISK
 BJ4324'RIVITED ON THE TOP OF A 4 INCH IRON PIPE.  IT IS STAMPED
 BJ4324'MANCHAC 1936 AND PROJECTS 3 FEET.
 BJ4324'
 BJ4324'REFERENCE MARK NO. 2 IS NEAR THE NORTHWEST CORNER OF THE
 BJ4324'ISLAND.  IT IS A STANDARD REFERENCE MARK DISK WELDED ON THE
 BJ4324'TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED LIGHT NO 2 1953
 BJ4324'AND PROJECTS 6 INCHES.
 BJ4324'
 BJ4324'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BJ4324'NO. 2 IS 110.3 FEET.
 BJ4324'
 BJ4324'THE STATION WAS REACHED FROM MADISONVILLE BY BOAT, FOLLOWING
 BJ4324'A COMPASS COURSE OF 223 DEGREES.
 BJ4324'
 BJ4324'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2060 ***********************************************************************
 BJ2060  DESIGNATION -  LIGHTENING CAP
 BJ2060  PID         -  BJ2060
 BJ2060  STATE/COUNTY-  LA/ST MARTIN
 BJ2060  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2060
 BJ2060                         *CURRENT SURVEY CONTROL
 BJ2060  ___________________________________________________________________
 BJ2060* NAD 83(1986)-  30 07 16.     (N)    091 29 35.     (W)     SCALED    
 BJ2060* NAVD 88     -         2.64   (+/-2cm)       8.7    (feet)  VERTCON   
 BJ2060  ___________________________________________________________________
 BJ2060  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ2060
 BJ2060  VERT ORDER  -  ? (See Below)
 BJ2060
 BJ2060.The horizontal coordinates were scaled from a topographic map and have
 BJ2060.an estimated accuracy of +/- 6 seconds.
 BJ2060
 BJ2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2060.The vertical order pertains to the NGVD 29 superseded value.
 BJ2060
 BJ2060.The geoid height was determined by GEOID03.
 BJ2060
 BJ2060;                    North         East    Units  Estimated Accuracy
 BJ2060;SPC LA S     -   179,700.      984,610.      MT  (+/- 180 meters Scaled)
 BJ2060
 BJ2060                          SUPERSEDED SURVEY CONTROL
 BJ2060
 BJ2060  NGVD 29 (??/??/??)    2.671  (m)            8.76   (f) ADJUSTED    ?  
 BJ2060
 BJ2060.Superseded values are not recommended for survey control.
 BJ2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2060.See file dsdata.txt to determine how the superseded data were derived.
 BJ2060
 BJ2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP451331(NAD 83)
 BJ2060_MARKER: P = PIPE CAP
 BJ2060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2060
 BJ2060  HISTORY     - Date     Condition        Report By
 BJ2060  HISTORY     - UNK      MONUMENTED       DOD
 BJ2060  HISTORY     - 1936     GOOD             DOD
 BJ2060
 BJ2060                          STATION DESCRIPTION
 BJ2060
 BJ2060'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2060'2.7 MI SE FROM BAYOU CHENE.
 BJ2060'ABOUT 2.7 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, SAINT
 BJ2060'MARTIN PARISH, ON THE BANK OF BIG BAYOU CHENE, IN THE SOUTHWEST
 BJ2060'QUARTER OF SEC. 7, T. 11 S., R. 10 E., ABOUT 1,600 FEET BELOW THE
 BJ2060'MOUTH OF TARLETON BAYOU, ABOUT 1,500 FEET ABOVE THE HEAD OF LAKE
 BJ2060'CHICOT, ABOUT 2,000 FEET BELOW DEAD MAN BAYOU, AND 215 FEET BACK OF
 BJ2060'THE BANK.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2060'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1079 ***********************************************************************
 CQ1079  DESIGNATION -  LILLIE
 CQ1079  PID         -  CQ1079
 CQ1079  STATE/COUNTY-  LA/UNION
 CQ1079  USGS QUAD   -  LILLIE (1985)
 CQ1079
 CQ1079                         *CURRENT SURVEY CONTROL
 CQ1079  ___________________________________________________________________
 CQ1079* NAD 83(1992)-  32 55 12.16058(N)    092 39 20.26137(W)     ADJUSTED  
 CQ1079* NAVD 88     -        46.949  (meters)     154.03   (feet)  ADJUSTED  
 CQ1079  ___________________________________________________________________
 CQ1079  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CQ1079  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1079  DYNAMIC HT  -          46.897 (meters)     153.86  (feet)  COMP
 CQ1079  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 CQ1079
 CQ1079  HORZ ORDER  -  THIRD
 CQ1079  VERT ORDER  -  SECOND    CLASS 0
 CQ1079
 CQ1079.The horizontal coordinates were established by classical geodetic methods
 CQ1079.and adjusted by the National Geodetic Survey in September 1999..
 CQ1079
 CQ1079.The orthometric height was determined by differential leveling
 CQ1079.and adjusted by the National Geodetic Survey in June 1991..
 CQ1079
 CQ1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1079
 CQ1079.The geoid height was determined by GEOID03.
 CQ1079
 CQ1079.The dynamic height is computed by dividing the NAVD 88
 CQ1079.geopotential number by the normal gravity value computed on the
 CQ1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1079.degrees latitude (g = 980.6199 gals.).
 CQ1079
 CQ1079.The modeled gravity was interpolated from observed gravity values.
 CQ1079
 CQ1079;                    North         East     Units Scale Factor Converg.
 CQ1079;SPC LA N     -   268,348.090   985,441.965   MT  1.00006760   -0 04 56.2
 CQ1079;SPC LA N     -   880,405.36  3,233,070.85   sFT  1.00006760   -0 04 56.2
 CQ1079;SPC AR S     -   428,300.474   338,668.161   MT  1.00010592   -0 22 01.0
 CQ1079;SPC AR S     - 1,405,182.47  1,111,113.79   sFT  1.00010592   -0 22 01.0
 CQ1079;UTM  15      - 3,642,475.727   532,198.847   MT  0.99961278   +0 11 13.8
 CQ1079
 CQ1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1079!SPC LA N     -   0.99999673  x   1.00006760  =   1.00006433
 CQ1079!SPC AR S     -   0.99999673  x   1.00010592  =   1.00010265
 CQ1079!UTM  15      -   0.99999673  x   0.99961278  =   0.99960951
 CQ1079
 CQ1079|---------------------------------------------------------------------|
 CQ1079| PID    Reference Object                     Distance      Geod. Az  |
 CQ1079|                                                           dddmmss.s |
 CQ1079| CQ1080 LILLIE RM 1                          22.695 METERS 03236     |
 CQ1079| CQ2892 WADE                                APPROX.14.0 KM 0911304.0 |
 CQ1079| CQ1078 LILLIE RM 2                          23.726 METERS 14748     |
 CQ1079| CY4903 LILLIE AZ MK                                       1770406.2 |
 CQ1079|---------------------------------------------------------------------|
 CQ1079
 CQ1079                          SUPERSEDED SURVEY CONTROL
 CQ1079
 CQ1079  NAD 83(1992)-  32 55 12.16895(N)    092 39 20.25724(W) AD(       ) 3
 CQ1079  NAD 83(1986)-  32 55 12.17349(N)    092 39 20.25259(W) AD(       ) 3
 CQ1079  NAD 27      -  32 55 11.67400(N)    092 39 19.70400(W) AD(       ) 3
 CQ1079  NGVD 29 (??/??/??)   47.053  (m)          154.37   (f) ADJUSTED    2 0
 CQ1079
 CQ1079.Superseded values are not recommended for survey control.
 CQ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1079.See file dsdata.txt to determine how the superseded data were derived.
 CQ1079
 CQ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3219942476(NAD 83)
 CQ1079_MARKER: DE = TRAVERSE STATION DISK
 CQ1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1079_STAMPING: LILLIE 1952
 CQ1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1079+STABILITY: SURFACE MOTION
 CQ1079
 CQ1079  HISTORY     - Date     Condition        Report By
 CQ1079  HISTORY     - 1952     MONUMENTED       CGS
 CQ1079  HISTORY     - 1969     GOOD             CGS
 CQ1079  HISTORY     - 1969     GOOD             LADH
 CQ1079
 CQ1079                          STATION DESCRIPTION
 CQ1079
 CQ1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ1079'THE STATION IS 0.8 MILE SOUTH OF THE VILLAGE OF LILLIE,
 CQ1079'0.05 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 167 AND STATE
 CQ1079'HIGHWAY 411, 80 FEET WEST OF THE CENTER OF HIGHWAY 167,
 CQ1079'36 FEET WEST OF A 10-INCH HICKORY TREE WITH A TRIANGULAR
 CQ1079'BLAZE, 17 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 4
 CQ1079'FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  IT IS ON
 CQ1079'PROPERTY OWNED BY WALTER FARRAR.
 CQ1079'
 CQ1079'TO REACH THE STATION FROM THE CROSS ROAD IN THE CENTER OF THE
 CQ1079'VILLAGE OF LILLIE GO SOUTHERLY ON U.S. HIGHWAY 167 FOR 0.8 MILE
 CQ1079'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CQ1079'
 CQ1079'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ1079'LILLIE 1952.
 CQ1079'
 CQ1079'REFERENCE MARK 1 IS 62 FEET NORTH OF THE CENTER OF THE TRACK
 CQ1079'ROAD AND 38 FEET WEST OF THE CENTER OF THE HIGHWAY.  IT
 CQ1079'PROJECTS 1 INCH AND THE DISK IS STAMPED LILLIE NO 1 1952.
 CQ1079'
 CQ1079'REFERENCE MARK 2 IS 62 FEET SOUTH OF THE CENTER OF THE TRACK
 CQ1079'ROAD AND 36 FEET WEST OF THE CENTER OF THE HIGHWAY.  IT
 CQ1079'PROJECTS 3 INCHES AND THE DISK IS STAMPED LILLIE NO 2 1952.
 CQ1079'
 CQ1079'THE AZIMUTH MARK IS 49 FEET NORTH OF A LONE 24-INCH PINE
 CQ1079'TREE, 42 FEET EAST OF THE CENTER OF THE HIGHWAY, 26 FEET
 CQ1079'EAST OF THE EAST EDGE OF A CONCRETE CULVERT, 4 FEET NORTH
 CQ1079'OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT WEST OF A
 CQ1079'WIRE FENCE.  IT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CQ1079'LILLIE 1952.
 CQ1079'
 CQ1079'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CQ1079
 CQ1079                          STATION RECOVERY (1969)
 CQ1079
 CQ1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (VDS)
 CQ1079'THE STATION WAS VISITED 1/7/69 AND THE STATION MARK, REFERENCE
 CQ1079'MARK NO. 1, NO. 2 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 CQ1079'FOLLOWS--
 CQ1079'
 CQ1079'THE STATION IS LOCATED 6.6 MILES NORTH OF BERNICE AND 7.8 MILES
 CQ1079'SOUTH OF JUNCTION CITY, IN THE SOUTHWEST 1/4 OF SECTION 2,
 CQ1079'T22N, R3W AND ON PROPERTY OWNED BY MR. W.R. FARRAR.  IT IS 297
 CQ1079'FEET SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 167 AND STATE
 CQ1079'HIGHWAY LA. 15, 78 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 CQ1079'167, 25 FEET NORTHWEST OF A 20-INCH RED OAK TREE, 16 FEET
 CQ1079'NORTHWEST OF THE CENTERLINE OF A WOODS ROAD AND 57 FEET EAST
 CQ1079'OF AN 18-INCH POST OAK TREE.
 CQ1079'
 CQ1079'IT IS A STANDARD TRIANGULATION DISK, STAMPED LILLIE 1952
 CQ1079'PROJECTING 3 INCHES.
 CQ1079'
 CQ1079'REFERENCE MARK NO. 1 IS 74.46 FEET NORTHEAST OF THE STATION.
 CQ1079'IT IS 234 FEET SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 167
 CQ1079'AND STATE HIGHWAY LA. 15, 38 FEET WEST OF THE CENTERLINE OF
 CQ1079'U.S. HIGHWAY 167, 84 FEET WEST OF A POWER POLE, AND 3 FEET
 CQ1079'SOUTHEAST OF A 10-INCH PINE TREE.  IT IS A STANDARD DISK,
 CQ1079'STAMPED LILLIE NO 1 1952 FLUSH WITH THE GROUND.
 CQ1079'
 CQ1079'REFERENCE MARK NO. 2 IS 77.84 FEET SOUTHEAST OF THE STATION.
 CQ1079'IT IS 360 FEET SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 167
 CQ1079'AND STATE HIGHWAY LA. 15, 37 FEET WEST OF THE CENTERLINE
 CQ1079'OF U.S. HIGHWAY 167, 55 FEET SOUTHEAST OF A 20-INCH RED
 CQ1079'OAK TREE AND 50 FEET EAST OF THE CENTERLINE OF A WOODS ROAD.
 CQ1079'IT IS A STANDARD REFERENCE MARK DISK STAMPED LILLIE NO-2
 CQ1079'1952, PROJECTING 2 INCHES.
 CQ1079'
 CQ1079'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 128.60
 CQ1079'FEET.
 CQ1079'
 CQ1079'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE AREA
 CQ1079'HAS BEEN GRADED AND LANDSCAPED.
 CQ1079'
 CQ1079'TO REACH THE STATION FROM THE BERNICE POST OFFICE TRAVEL
 CQ1079'NORTH ALONG U.S. HIGHWAY 167 FOR 6.6 MILES TO THE MARK ON
 CQ1079'THE LEFT.
 CQ1079'
 CQ1079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 CQ1079'NORTH
 CQ1079
 CQ1079                          STATION RECOVERY (1969)
 CQ1079
 CQ1079'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1079'6.6 MI N FROM BERNICE.
 CQ1079'LOCATED 6.6 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1079'IN BERNICE TO THE MARK ON THE LEFT IN SECTION 2 T22N, R3W.  IT IS 297
 CQ1079'FEET SOUTH OF THE INTERSECTION OF U. S. HIGHWAY 167 AND STATE HIGHWAY
 CQ1079'LA. 15, 78 FEET WEST OF THE CENTERLINE OF U. S. 167, 25 FEET NORTHWEST
 CQ1079'OF A 20-INCH RED OAK TREE, 16 FEET NORTHWEST OF THE CENTERLINE OF A
 CQ1079'WOODS ROAD, 57 FEET EAST OF AN 18-INCH POST OAK TREE AND 4 FEET
 CQ1079'NORTHEAST OF A WOOD WITNESS POST.  IT IS A C AND GS TRAVERSE DISK
 CQ1079'STAMPED LILLIE 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ1079'3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1080 ***********************************************************************
 CQ1080  DESIGNATION -  LILLIE RM 1
 CQ1080  PID         -  CQ1080
 CQ1080  STATE/COUNTY-  LA/UNION
 CQ1080  USGS QUAD   -  LILLIE (1985)
 CQ1080
 CQ1080                         *CURRENT SURVEY CONTROL
 CQ1080  ___________________________________________________________________
 CQ1080* NAD 83(1986)-  32 55 12.     (N)    092 39 20.     (W)     SCALED    
 CQ1080* NAVD 88     -        46.275  (meters)     151.82   (feet)  ADJUSTED  
 CQ1080  ___________________________________________________________________
 CQ1080  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1080  DYNAMIC HT  -          46.224 (meters)     151.65  (feet)  COMP
 CQ1080  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 CQ1080
 CQ1080  VERT ORDER  -  SECOND    CLASS 0
 CQ1080
 CQ1080.The horizontal coordinates were scaled from a topographic map and have
 CQ1080.an estimated accuracy of +/- 6 seconds.
 CQ1080
 CQ1080.The orthometric height was determined by differential leveling
 CQ1080.and adjusted by the National Geodetic Survey in June 1991..
 CQ1080
 CQ1080.The geoid height was determined by GEOID03.
 CQ1080
 CQ1080.The dynamic height is computed by dividing the NAVD 88
 CQ1080.geopotential number by the normal gravity value computed on the
 CQ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1080.degrees latitude (g = 980.6199 gals.).
 CQ1080
 CQ1080.The modeled gravity was interpolated from observed gravity values.
 CQ1080
 CQ1080;                    North         East    Units  Estimated Accuracy
 CQ1080;SPC LA N     -   268,340.      985,450.      MT  (+/- 180 meters Scaled)
 CQ1080
 CQ1080                          SUPERSEDED SURVEY CONTROL
 CQ1080
 CQ1080  NGVD 29 (??/??/??)   46.379  (m)          152.16   (f) ADJUSTED    2 0
 CQ1080
 CQ1080.Superseded values are not recommended for survey control.
 CQ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1080.See file dsdata.txt to determine how the superseded data were derived.
 CQ1080
 CQ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322424(NAD 83)
 CQ1080_MARKER: DR = REFERENCE MARK DISK
 CQ1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1080_STAMPING: LILLIE NO-1 1952
 CQ1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1080+STABILITY: SURFACE MOTION
 CQ1080
 CQ1080  HISTORY     - Date     Condition        Report By
 CQ1080  HISTORY     - 1952     MONUMENTED       CGS
 CQ1080  HISTORY     - 1969     GOOD             LADH
 CQ1080
 CQ1080                          STATION DESCRIPTION
 CQ1080
 CQ1080'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1080'6.6 MI N FROM BERNICE.
 CQ1080'LOCATED 6.6 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1080'IN BERNICE TO THE MARK ON THE LEFT IN SECTION 2, T22N, R3W.  IT IS 234
 CQ1080'FEET SOUTH OF THE INTERSECTION OF U. S. HIGHWAY 167 AND STATE HIGHWAY
 CQ1080'LA. 15, 38 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 167, 84 FEET
 CQ1080'WEST OF A POWER POLE AND 3 FEET SOUTHEAST OF A 10-INCH PINE TREE. IT
 CQ1080'IS A C AND GS TRAVERSE DISK STAMPED LILLIE NO-1 1952 AND SET IN THE
 CQ1080'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1078 ***********************************************************************
 CQ1078  DESIGNATION -  LILLIE RM 2
 CQ1078  PID         -  CQ1078
 CQ1078  STATE/COUNTY-  LA/UNION
 CQ1078  USGS QUAD   -  LILLIE (1985)
 CQ1078
 CQ1078                         *CURRENT SURVEY CONTROL
 CQ1078  ___________________________________________________________________
 CQ1078* NAD 83(1986)-  32 55 12.     (N)    092 39 20.     (W)     SCALED    
 CQ1078* NAVD 88     -        46.296  (meters)     151.89   (feet)  ADJUSTED  
 CQ1078  ___________________________________________________________________
 CQ1078  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1078  DYNAMIC HT  -          46.246 (meters)     151.73  (feet)  COMP
 CQ1078  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 CQ1078
 CQ1078  VERT ORDER  -  SECOND    CLASS 0
 CQ1078
 CQ1078.The horizontal coordinates were scaled from a topographic map and have
 CQ1078.an estimated accuracy of +/- 6 seconds.
 CQ1078
 CQ1078.The orthometric height was determined by differential leveling
 CQ1078.and adjusted by the National Geodetic Survey in June 1991..
 CQ1078
 CQ1078.The geoid height was determined by GEOID03.
 CQ1078
 CQ1078.The dynamic height is computed by dividing the NAVD 88
 CQ1078.geopotential number by the normal gravity value computed on the
 CQ1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1078.degrees latitude (g = 980.6199 gals.).
 CQ1078
 CQ1078.The modeled gravity was interpolated from observed gravity values.
 CQ1078
 CQ1078;                    North         East    Units  Estimated Accuracy
 CQ1078;SPC LA N     -   268,340.      985,450.      MT  (+/- 180 meters Scaled)
 CQ1078
 CQ1078                          SUPERSEDED SURVEY CONTROL
 CQ1078
 CQ1078  NGVD 29 (??/??/??)   46.401  (m)          152.23   (f) ADJUSTED    2 0
 CQ1078
 CQ1078.Superseded values are not recommended for survey control.
 CQ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1078.See file dsdata.txt to determine how the superseded data were derived.
 CQ1078
 CQ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322424(NAD 83)
 CQ1078_MARKER: DR = REFERENCE MARK DISK
 CQ1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1078_STAMPING: LILLIE NO-2 1952
 CQ1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1078+STABILITY: SURFACE MOTION
 CQ1078
 CQ1078  HISTORY     - Date     Condition        Report By
 CQ1078  HISTORY     - 1952     MONUMENTED       CGS
 CQ1078  HISTORY     - 1969     GOOD             LADH
 CQ1078
 CQ1078                          STATION DESCRIPTION
 CQ1078
 CQ1078'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1078'6.6 MI N FROM BERNICE.
 CQ1078'LOCATED 6.6 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1078'IN BERNICE TO THE MARK ON THE LEFT IN SECTION 2, T22N, R3W.  IT IS 360
 CQ1078'FEET SOUTH OF THE INTERSECTION OF U. S. HIGHWAY 167 AND STATE HIGHWAY
 CQ1078'LA. 15, 37 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 167, 55 FEET
 CQ1078'SOUTHEAST OF A 20-INCH RED OAK TREE, 50 FEET EAST OF THE CENTERLINE OF
 CQ1078'A WOODS ROAD AND 2 FEET EAST OF A 6-INCH RED OAK TREE. IT IS A C AND
 CQ1078'GS TRAVERSE DISK STAMPED LILLIE NO-2 1952 AND SET IN THE TOP OF A
 CQ1078'CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2833 ***********************************************************************
 BX2833  DESIGNATION -  LIME
 BX2833  PID         -  BX2833
 BX2833  STATE/COUNTY-  LA/NATCHITOCHES
 BX2833  USGS QUAD   -  PROVENCAL (1992)
 BX2833
 BX2833                         *CURRENT SURVEY CONTROL
 BX2833  ___________________________________________________________________
 BX2833* NAD 83(1992)-  31 44 07.53925(N)    093 08 04.69759(W)     ADJUSTED  
 BX2833* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 BX2833  ___________________________________________________________________
 BX2833  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BX2833  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2833
 BX2833  HORZ ORDER  -  SECOND
 BX2833
 BX2833.The horizontal coordinates were established by classical geodetic methods
 BX2833.and adjusted by the National Geodetic Survey in January 1993..
 BX2833
 BX2833.The orthometric height was scaled from a topographic map.
 BX2833
 BX2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2833
 BX2833.The geoid height was determined by GEOID03.
 BX2833
 BX2833;                    North         East     Units Scale Factor Converg.
 BX2833;SPC LA N     -   137,153.990   939,864.648   MT  0.99991977   -0 20 07.9
 BX2833;SPC LA N     -   449,979.38  3,083,539.27   sFT  0.99991977   -0 20 07.9
 BX2833;UTM  15      - 3,511,118.329   487,246.313   MT  0.99960201   -0 04 15.0
 BX2833
 BX2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2833!SPC LA N     -   0.99999405  x   0.99991977  =   0.99991382
 BX2833!UTM  15      -   0.99999405  x   0.99960201  =   0.99959606
 BX2833
 BX2833|---------------------------------------------------------------------|
 BX2833| PID    Reference Object                     Distance      Geod. Az  |
 BX2833|                                                           dddmmss.s |
 BX2833| CV7881 LIME RM 1                            26.060 METERS 04103     |
 BX2833| CV7882 LIME RM 2                            30.806 METERS 22249     |
 BX2833| CV7880 LIME AZ MK                                         2552916.2 |
 BX2833|---------------------------------------------------------------------|
 BX2833
 BX2833                          SUPERSEDED SURVEY CONTROL
 BX2833
 BX2833  NAD 83(1986)-  31 44 07.55569(N)    093 08 04.69071(W) AD(       ) 2
 BX2833  NAD 27      -  31 44 06.96365(N)    093 08 04.09320(W) AD(       ) 2
 BX2833
 BX2833.Superseded values are not recommended for survey control.
 BX2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2833.See file dsdata.txt to determine how the superseded data were derived.
 BX2833
 BX2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8724611118(NAD 83)
 BX2833_MARKER: DS = TRIANGULATION STATION DISK
 BX2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2833+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX2833
 BX2833  HISTORY     - Date     Condition        Report By
 BX2833  HISTORY     - 1969     MONUMENTED       CGS
 BX2833  HISTORY     - 19970816 GOOD             USPSQD
 BX2833  HISTORY     - 20060610 GOOD             USPSQD
 BX2833
 BX2833                          STATION DESCRIPTION
 BX2833
 BX2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2833'THE STATION IS ABOUT 7 MILES NORTHEAST OF PROVENCAL, 5 MILES
 BX2833'NORTH-NORTHEAST OF HAGEWOOD AND 3-1/2 MILES SOUTHEAST OF
 BX2833'NATCHITOCHES.  IT IS LOCATED ON THE SOUTH ROAD RIGHT OF WAY
 BX2833'OF STATE HIGHWAY 6.
 BX2833'
 BX2833'TO REACH THE STATION FROM THE ENTRANCE TO THE NORTHWESTERN
 BX2833'STATE COLLEGE AT THE SOUTH EDGE OF THE TOWN OF NATCHITOCHES,
 BX2833'GO WEST AND SOUTHWEST ON STATE HIGHWAY 6 FOR 1.5 MILES
 BX2833'TO THE ENTRANCE TO THE STATE FOREST HEADQUARTERS, CONTINUE WEST
 BX2833'ON HIGHWAY 6 FOR 1.5 MILES TO THE STATION ON THE LEFT.  TO
 BX2833'REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE WEST ON
 BX2833'HIGHWAY 6 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 BX2833'
 BX2833'THE STATION MARK IS A STANDARD DISK, STAMPED LIME 1968, SET IN
 BX2833'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT
 BX2833'IS FLUSH WITH THE GROUND.  IT IS 82 FEET SOUTH-SOUTHEAST OF THE
 BX2833'CENTERLINE OF STATE HIGHWAY 6, 18 FEET NORTH-NORTHWEST OF AN
 BX2833'EAST-WEST FENCE AND 17.5 FEET NORTH-NORTHWEST OF A METAL
 BX2833'WITNESS POST.
 BX2833'
 BX2833'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIME NO 1 1968, SET IN
 BX2833'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT PROJECTS
 BX2833'1 INCH ABOVE THE GROUND.  IT IS 91 FEET NORTH-NORTHEAST OF THE
 BX2833'WITNESS POST, 73 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BX2833'6 AND IS 0.5 FEET WEST OF THE FENCE.
 BX2833'
 BX2833'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIME NO 2 1968,
 BX2833'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 BX2833'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 98.5 FEET
 BX2833'SOUTHWEST OF THE WITNESS POST, 97 FEET SOUTH-SOUTHEAST OF THE
 BX2833'CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF A LOUISIANA ROAD
 BX2833'RIGHT-OF-WAY MARK AND 0.7 FEET NORTH-NORTHEAST OF THE FENCE.
 BX2833'
 BX2833'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LIME 1968, SET
 BX2833'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 BX2833'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 80 FEET SOUTH OF
 BX2833'THE CENTERLINE OF STATE HIGHWAY 6, 3 FEET EAST OF A WITNESS
 BX2833'POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE.
 BX2833
 BX2833                          STATION RECOVERY (1997)
 BX2833
 BX2833'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2833'RECOVERED IN GOOD CONDITION.
 BX2833
 BX2833                          STATION RECOVERY (2006)
 BX2833
 BX2833'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BX2833'PREVIOUS DESCRIPTION IS GOOD EXCEPT THE ROAD HAS BEEN RENAMED HIGHWAY
 BX2833'3278 AFTER HIGHWAY 6 WAS RELOCATED ONE QUARTER MILE TO THE SOUTHEAST.
 BX2833'THE EAST-WEST FENCE IS NOW GONE AND THE AREA IS A MOWED YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3315 ***********************************************************************
 BK3315  DESIGNATION -  LINCOLN
 BK3315  PID         -  BK3315
 BK3315  STATE/COUNTY-  LA/CALCASIEU
 BK3315  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK3315
 BK3315                         *CURRENT SURVEY CONTROL
 BK3315  ___________________________________________________________________
 BK3315* NAD 83(1992)-  30 06 37.89609(N)    093 13 54.90208(W)     ADJUSTED  
 BK3315* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 BK3315  **This station is located in a subsidence area (see below).
 BK3315  ___________________________________________________________________
 BK3315  X           -    -311,323.171 (meters)                     COMP
 BK3315  Y           -  -5,513,316.037 (meters)                     COMP
 BK3315  Z           -   3,180,966.164 (meters)                     COMP
 BK3315  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BK3315  ELLIP HEIGHT-         -24.76  (meters)          (02/20/02) GPS OBS
 BK3315  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK3315
 BK3315  HORZ ORDER  -  FIRST
 BK3315  ELLP ORDER  -  FOURTH    CLASS I
 BK3315
 BK3315.This mark is at Lake Charles Regional Airport (LCH)
 BK3315
 BK3315.The horizontal coordinates were established by GPS observations
 BK3315.and adjusted by the National Geodetic Survey in January 1995..
 BK3315
 BK3315 ** The orthometric height has not been validated since last determined
 BK3315 ** by differential leveling and should not be used for control purposes.
 BK3315 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3315 ** area with valid NAVD 88 orthometric heights.
 BK3315 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3315 ** epoch indicated which incorporates improved geoid heights for the
 BK3315 ** Southern Louisiana Subsidence area.
 BK3315 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3315.The orthometric height was determined by GPS observations and a
 BK3315.high-resolution geoid model.
 BK3315
 BK3315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3315
 BK3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3315
 BK3315.The ellipsoidal height was determined by GPS observations
 BK3315.and is referenced to NAD 83.
 BK3315
 BK3315.The geoid height was determined by GEOID03.
 BK3315
 BK3315;                    North         East     Units Scale Factor Converg.
 BK3315;SPC LA S     -   180,033.525   817,037.664   MT  0.99992757   -0 56 57.5
 BK3315;SPC LA S     -   590,659.99  2,680,564.40   sFT  0.99992757   -0 56 57.5
 BK3315;UTM  15      - 3,331,055.394   477,656.916   MT  0.99960616   -0 06 58.8
 BK3315
 BK3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3315!SPC LA S     -   1.00000389  x   0.99992757  =   0.99993146
 BK3315!UTM  15      -   1.00000389  x   0.99960616  =   0.99961005
 BK3315
 BK3315                          SUPERSEDED SURVEY CONTROL
 BK3315
 BK3315  ELLIP H (01/13/95)  -24.63   (m)                       GP(       ) 3 2
 BK3315  NAD 83(1992)-  30 06 37.89573(N)    093 13 54.90416(W) AD(       ) 1
 BK3315  ELLIP H (01/21/93)  -24.68   (m)                       GP(       ) 4 2
 BK3315  NAD 83(1986)-  30 06 37.91790(N)    093 13 54.89579(W) AD(       ) 1
 BK3315  NGVD 29 (05/20/88)    2.6    (m)            9.     (f) GPS OBS        
 BK3315
 BK3315.Superseded values are not recommended for survey control.
 BK3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3315.See file dsdata.txt to determine how the superseded data were derived.
 BK3315
 BK3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7765731055(NAD 83)
 BK3315_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3315_SP_SET: CONCRETE POST
 BK3315_STAMPING: LINCOLN 1987
 BK3315_MARK LOGO: LADTD 
 BK3315_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK3315+STABILITY: POSITION/ELEVATION WELL
 BK3315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3315+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000
 BK3315
 BK3315  HISTORY     - Date     Condition        Report By
 BK3315  HISTORY     - 1987     MONUMENTED       LADTD
 BK3315  HISTORY     - 1987     GOOD             LADTD
 BK3315  HISTORY     - 19910103 GOOD             VFM
 BK3315  HISTORY     - 19921015 GOOD             NOS
 BK3315  HISTORY     - 19990320 MARK NOT FOUND   USPSQD
 BK3315  HISTORY     - 20000803 GOOD             WEBBES
 BK3315
 BK3315                          STATION DESCRIPTION
 BK3315
 BK3315'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3315'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTH OF DOWNTOWN LAKE
 BK3315'CHARLES, AT THE SOUTHWEST CORNER OF THE LAKE CHARLES MUNICIPAL
 BK3315'AIRPORT PROPERTY, IN THE NORTHEAST ANGLE OF THE JUNCTION OF LINCOLN
 BK3315'ROAD AND LAKE STREET.
 BK3315'OWNERSHIP--LAKE CHARLES MUNICIPAL AORPORT, C/O AIRPORT MANAGER GENE
 BK3315'GUIDRY, PO BOX 5866, LAKE CHARLES LA  70606  PHONE 318-477-6051.
 BK3315'
 BK3315'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3315'AND LAKE STREET (EXIT 5) IN THE SOUTH SECTION OF LAKE CHARLES, GO
 BK3315'SOUTH FOR 6.2 KM (5.1 MI) ON LAKE STREET TO A CROSSROAD (GAUTHIER
 BK3315'ROAD).
 BK3315'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.3 KM (2.05 MI) ON LAKE
 BK3315'STREET TO A CROSSROAD AND THE STATION ON THE LEFT.
 BK3315'
 BK3315'THE STATION IS A STANDARD NGS DISK
 BK3315'STAMPED---LINCOLN 1987---,
 BK3315'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3315'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3315'17.3 METERS (57 FT) EAST FROM THE CENTER OF LAKE STREET,
 BK3315'17.7 METERS (58 FT) NORTH FROM THE CENTER OF LINCOLN ROAD, LEVEL
 BK3315'WITH THE INTERSECTION,
 BK3315'12.8 METERS (42 FT) NORTHWEST FROM A STREET SIGNPOST,
 BK3315'1.1 METERS (3.5 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST AND
 BK3315'1.3 METERS (4.5 FT) SOUTHWEST FROM A FENCE CORNER POST.
 BK3315'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3315'STAMPED---LINCOLN 1987---,
 BK3315'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3315'
 BK3315'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3315'STAMPED---LINCOLN 1987---,
 BK3315'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3315'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3315'8.1 METERS (26.5 FT) WEST FROM THE CENTER OF LAKE STREET,
 BK3315'40.2 METERS (132 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A
 BK3315'BRICK HOUSE,
 BK3315'1.7 METERS (5.7 FT) SOUTHEAST FROM THE CORNER OF A CHAIN LINK FENCE,
 BK3315'1.1 METERS (3.3 FT) EAST-NORTHEAST FROM A TELEPHONE JUNCTION BOX AND
 BK3315'0.8 METERS (2.5 FT) EAST FROM A POWERPOLE WITH ONE TRANSFORMER
 BK3315'ATTACHED.
 BK3315'TO REACH THE AZIMUTH FROM THE STATION,
 BK3315'GO NORTH FOR 0.39 KM (0.24 MI) ON LAKE STREET TO THE RIGHT.
 BK3315
 BK3315                          STATION RECOVERY (1987)
 BK3315
 BK3315'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BK3315'RECOVERED IN GOOD CONDITION.
 BK3315
 BK3315                          STATION RECOVERY (1991)
 BK3315
 BK3315'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3315'RECOVERED AS DESCRIBED.
 BK3315
 BK3315                          STATION RECOVERY (1992)
 BK3315
 BK3315'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BK3315'RECOVERED IN GOOD CONDITION.
 BK3315
 BK3315                          STATION RECOVERY (1999)
 BK3315
 BK3315'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3315'MARK NOT FOUND.
 BK3315
 BK3315                          STATION RECOVERY (2000)
 BK3315
 BK3315'RECOVERY NOTE BY WEBB ENGINEERING AND SURVEYING 2000 (JRW)
 BK3315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3316 ***********************************************************************
 BK3316  DESIGNATION -  LINCOLN AZ MK
 BK3316  PID         -  BK3316
 BK3316  STATE/COUNTY-  LA/CALCASIEU
 BK3316  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK3316
 BK3316                         *CURRENT SURVEY CONTROL
 BK3316  ___________________________________________________________________
 BK3316* NAD 83(1992)-  30 06 50.39457(N)    093 13 55.91783(W)     ADJUSTED  
 BK3316* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 BK3316  **This station is located in a subsidence area (see below).
 BK3316  ___________________________________________________________________
 BK3316  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BK3316  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK3316
 BK3316  HORZ ORDER  -  SECOND
 BK3316
 BK3316.The horizontal coordinates were established by classical geodetic methods
 BK3316.and adjusted by the National Geodetic Survey in January 1993..
 BK3316.No horizontal observational check was made to the station.
 BK3316
 BK3316 ** The orthometric height has not been validated since last determined
 BK3316 ** by differential leveling and should not be used for control purposes.
 BK3316 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3316 ** area with valid NAVD 88 orthometric heights.
 BK3316 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3316 ** epoch indicated which incorporates improved geoid heights for the
 BK3316 ** Southern Louisiana Subsidence area.
 BK3316 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3316
 BK3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3316
 BK3316.The geoid height was determined by GEOID03.
 BK3316
 BK3316;                    North         East     Units Scale Factor Converg.
 BK3316;SPC LA S     -   180,418.759   817,016.853   MT  0.99992769   -0 56 58.0
 BK3316;SPC LA S     -   591,923.88  2,680,496.13   sFT  0.99992769   -0 56 58.0
 BK3316;UTM  15      - 3,331,440.161   477,630.516   MT  0.99960617   -0 06 59.4
 BK3316
 BK3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3316!SPC LA S     -   1.00000395  x   0.99992769  =   0.99993164
 BK3316!UTM  15      -   1.00000395  x   0.99960617  =   0.99961012
 BK3316
 BK3316                          SUPERSEDED SURVEY CONTROL
 BK3316
 BK3316  NAD 83(1986)-  30 06 50.41674(N)    093 13 55.90951(W) AD(       ) 2
 BK3316  NGVD 29 (05/20/88)    2.     (m)            7.     (f) VERT ANG       
 BK3316
 BK3316.Superseded values are not recommended for survey control.
 BK3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3316.See file dsdata.txt to determine how the superseded data were derived.
 BK3316
 BK3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7763131440(NAD 83)
 BK3316_MARKER: DZ = AZIMUTH MARK DISK
 BK3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3316_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3316+STABILITY: SURFACE MOTION
 BK3316
 BK3316  HISTORY     - Date     Condition        Report By
 BK3316  HISTORY     - 1987     MONUMENTED       LADTD
 BK3316  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3316
 BK3316                          STATION DESCRIPTION
 BK3316
 BK3316'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3316'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTH OF DOWNTOWN LAKE
 BK3316'CHARLES, NEAR THE MUNICIPAL AIRPORT.
 BK3316'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3316'
 BK3316'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3316'AND LAKE STREET (EXIT 5) IN THE SOUTH SECTION OF LAKE CHARLES, GO
 BK3316'SOUTH FOR 6.3 KM (5.1 MI) ON LAKE STREET TO A CROSSROAD (GARTHIER
 BK3316'ROAD).
 BK3316'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.91 KM (1.81 MI) ON LAKE
 BK3316'STREET TO THE STATION ON THE RIGHT.
 BK3316'
 BK3316'THE STATION IS A STANDARD NGS DISK
 BK3316'STAMPED---LINCOLN 1987---,
 BK3316'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3316'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3316'8.1 METERS (26.5 FT) WEST FROM THE CENTER OF LAKE STREET,
 BK3316'40.2 METERS (132 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A
 BK3316'BRICK HOUSE,
 BK3316'1.7 METERS (5.7 FT) SOUTHEAST FROM THE CORNER OF A CHAIN LINK FENCE,
 BK3316'1.1 METERS (3.3 FT) EAST-NORTHEAST FROM A TELEPHONE JUNCTION BOX AND
 BK3316'0.8 METERS (2.5 FT) EAST FROM A POWERPOLE WITH ONE TRANSFORMER
 BK3316'ATTACHED.
 BK3316
 BK3316                          STATION RECOVERY (1997)
 BK3316
 BK3316'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2805 ***********************************************************************
 CQ2805  DESIGNATION -  LINDA
 CQ2805  PID         -  CQ2805
 CQ2805  STATE/COUNTY-  LA/OUACHITA
 CQ2805  USGS QUAD   -  CADEVILLE (1982)
 CQ2805
 CQ2805                         *CURRENT SURVEY CONTROL
 CQ2805  ___________________________________________________________________
 CQ2805* NAD 83(1992)-  32 26 13.79316(N)    092 16 28.38998(W)     ADJUSTED  
 CQ2805* NAVD 88     -        41.2    (meters)     135.     (feet)  VERTCON   
 CQ2805  ___________________________________________________________________
 CQ2805  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CQ2805  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2805
 CQ2805  HORZ ORDER  -  SECOND
 CQ2805
 CQ2805.The horizontal coordinates were established by classical geodetic methods
 CQ2805.and adjusted by the National Geodetic Survey in January 1993..
 CQ2805
 CQ2805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2805
 CQ2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2805
 CQ2805.The geoid height was determined by GEOID03.
 CQ2805
 CQ2805;                    North         East     Units Scale Factor Converg.
 CQ2805;SPC LA N     -   214,808.610 1,021,200.565   MT  0.99995572   +0 07 09.1
 CQ2805;SPC LA N     -   704,751.25  3,350,388.85   sFT  0.99995572   +0 07 09.1
 CQ2805;UTM  15      - 3,589,125.361   568,196.034   MT  0.99965735   +0 23 20.9
 CQ2805
 CQ2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2805!SPC LA N     -   0.99999759  x   0.99995572  =   0.99995331
 CQ2805!UTM  15      -   0.99999759  x   0.99965735  =   0.99965494
 CQ2805
 CQ2805|---------------------------------------------------------------------|
 CQ2805| PID    Reference Object                     Distance      Geod. Az  |
 CQ2805|                                                           dddmmss.s |
 CQ2805| CY4908 LINDA RM 1                            9.735 METERS 02338     |
 CQ2805| CY4909 LINDA RM 2                           14.935 METERS 24359     |
 CQ2805| CQ2806 LINDA LADH A PT 1971                 11.338 METERS 31450     |
 CQ2805| CY4907 LINDA AZ MK                                        3530251.5 |
 CQ2805|---------------------------------------------------------------------|
 CQ2805
 CQ2805                          SUPERSEDED SURVEY CONTROL
 CQ2805
 CQ2805  NAD 83(1986)-  32 26 13.80645(N)    092 16 28.38158(W) AD(       ) 2
 CQ2805  NAD 27      -  32 26 13.27372(N)    092 16 27.88138(W) AD(       ) 2
 CQ2805  NGVD 29 (07/19/86)   41.2    (m)          135.     (f) VERT ANG       
 CQ2805
 CQ2805.Superseded values are not recommended for survey control.
 CQ2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2805.See file dsdata.txt to determine how the superseded data were derived.
 CQ2805
 CQ2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6819689125(NAD 83)
 CQ2805_MARKER: DD = SURVEY DISK
 CQ2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2805
 CQ2805  HISTORY     - Date     Condition        Report By
 CQ2805  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2805
 CQ2805                          STATION DESCRIPTION
 CQ2805
 CQ2805'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2805'THE STATION IS LOCATED 7 MILES SOUTHEAST OF CALHOUN, 9 MILES
 CQ2805'NORTHEAST OF EROS AND 9 MILES SOUTHWEST OF WEST MONROE, IN
 CQ2805'THE NORTHWEST 1/4 OF SECTION 28, T17N, R2E, AND ON THE PROPERTY
 CQ2805'OWNED BY CECIL S. REED, ADDRESS P. O. BOX 71, FARMERVILLE,
 CQ2805'LOUISIANA, TELEPHONE 368-4426.
 CQ2805'
 CQ2805'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 20 AND
 CQ2805'STATE HIGHWAY 617 (THOMAS ROAD) IN WEST MONROE, DRIVE SOUTH
 CQ2805'ALONG STATE HIGHWAY 617 FOR 0.8 MILE TO THE INTERSECTION WITH
 CQ2805'STATE HIGHWAY 838, TURN RIGHT AND DRIVE WEST ON STATE HIGHWAY
 CQ2805'838 FOR 1 MILE TO STATE HIGHWAY 3033, TURN LEFT AND DRIVE SOUTH
 CQ2805'AND WEST ALONG STATE HIGHWAY 3033 FOR 4.3 MILES TO CAPLES ROAD,
 CQ2805'TURN RIGHT AND GO WEST ON CAPLES ROAD FOR 3.5 MILES TO THE
 CQ2805'STATION ON THE LEFT IN THE PIPELINE RIGHT-OF-WAY.
 CQ2805'
 CQ2805'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHEAST
 CQ2805'ALONG THE PIPELINE RIGHT-OF-WAY FOR 0.3 MILE TO THE MARK WHICH
 CQ2805'IS SET TO THE LEFT AND WEST OF THE CENTER OF THE PIPELINE
 CQ2805'RIGHT-OF-WAY NEAR A GUM TREE.
 CQ2805'
 CQ2805'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2805'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2805'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2805'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2805'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2805'SURFACE.  THEY ARE STAMPED LINDA 1971.  THE MARK IS 79 FEET
 CQ2805'SOUTH OF THE CENTER OF CAPLES ROAD, 45 FEET SOUTH-SOUTHEAST OF
 CQ2805'A VENT PIPE ON THE UNITED GAS PIPELINE, 25 FEET EAST OF THE
 CQ2805'CENTER OF THE PIPELINE RIGHT-OF-WAY AND 10 FEET
 CQ2805'WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 CQ2805'
 CQ2805'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2805'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2805'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2805'THE GROUND.  IT IS STAMPED LINDA R.M. 1 1971.  IT IS 50 FEET SOUTH
 CQ2805'OF THE CENTER OF CAPLES ROAD, 39 FEET EAST OF THE CENTER OF THE
 CQ2805'PIPELINE RIGHT-OF-WAY, 32.5 FEET EAST-SOUTHEAST OF A VENT PIPE.
 CQ2805'
 CQ2805'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2805'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2805'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2805'THE GROUND.  IT IS STAMPED LINDA R.M.2 1971.  IT IS 100 FEET
 CQ2805'SOUTH-SOUTHEAST OF THE CENTER OF CAPLES ROAD, 68.5 FEET
 CQ2805'SOUTH-SOUTHWEST OF A VENT PIPE, AND 21 FEET WEST OF THE CENTER
 CQ2805'OF THE PIPELINE RIGHT-OF-WAY.
 CQ2805'
 CQ2805'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2805'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2805'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2805'GROUND.  IT IS STAMPED LINDA AZ.MK. 1971.  IT IS 69 FEET WEST
 CQ2805'OF A 12 INCH PINE TREE, 31 FEET SOUTH OF A 10 INCH GUM TREE, 30
 CQ2805'FEET WEST OF THE CENTER OF THE PIPELINE RIGHT-OF-WAY, AND 2.5
 CQ2805'FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CQ2805'
 CQ2805'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1070 ***********************************************************************
 AT1070  DESIGNATION -  LINE
 AT1070  PID         -  AT1070
 AT1070  STATE/COUNTY-  LA/PLAQUEMINES
 AT1070  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1070
 AT1070                         *CURRENT SURVEY CONTROL
 AT1070  ___________________________________________________________________
 AT1070* NAD 83(1992)-  29 13 00.88334(N)    089 29 09.32606(W)     ADJUSTED  
 AT1070* NAVD 88     -         0.0  **(meters)       0.   **(feet)  VERTCON   
 AT1070  **This station is located in a subsidence area (see below).
 AT1070  ___________________________________________________________________
 AT1070  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AT1070  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT1070
 AT1070  HORZ ORDER  -  THIRD
 AT1070
 AT1070.The horizontal coordinates were established by classical geodetic methods
 AT1070.and adjusted by the National Geodetic Survey in January 1993..
 AT1070
 AT1070 ** The orthometric height has not been validated since last determined
 AT1070 ** by differential leveling and should not be used for control purposes.
 AT1070 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1070 ** area with valid NAVD 88 orthometric heights.
 AT1070 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1070 ** epoch indicated which incorporates improved geoid heights for the
 AT1070 ** Southern Louisiana Subsidence area.
 AT1070 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1070
 AT1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1070
 AT1070.The geoid height was determined by GEOID03.
 AT1070
 AT1070;                    North         East     Units Scale Factor Converg.
 AT1070;SPC LA S     -    80,916.114 1,179,628.017   MT  1.00001863   +0 55 25.4
 AT1070;SPC LA S     -   265,472.28  3,870,162.92   sFT  1.00001863   +0 55 25.4
 AT1070;UTM  16      - 3,234,578.005   258,338.440   MT  1.00032070   -1 12 50.4
 AT1070
 AT1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1070!SPC LA S     -   1.00000374  x   1.00001863  =   1.00002237
 AT1070!UTM  16      -   1.00000374  x   1.00032070  =   1.00032444
 AT1070
 AT1070|---------------------------------------------------------------------|
 AT1070| PID    Reference Object                     Distance      Geod. Az  |
 AT1070|                                                           dddmmss.s |
 AT1070| DD7345 LINE RM 1                            18.965 METERS 02736     |
 AT1070| AT1088 BOOTHVILLE MUNICIPAL TANK           APPROX.14.8 KM 0360751.5 |
 AT1070| AT1064 TIDEWATER MICROWAVE TOWER           APPROX. 9.9 KM 0782212.9 |
 AT1070| AT1061 TIDEWATER MAST                      APPROX. 9.4 KM 0790353.3 |
 AT1070| DD7346 LINE RM 2                            14.996 METERS 13032     |
 AT1070| DD7344 LINE AZ MK                                         2951532.2 |
 AT1070|---------------------------------------------------------------------|
 AT1070
 AT1070                          SUPERSEDED SURVEY CONTROL
 AT1070
 AT1070  NAD 83(1986)-  29 13 00.89061(N)    089 29 09.33631(W) AD(       ) 3
 AT1070  NAD 27      -  29 13 00.08964(N)    089 29 09.12680(W) AD(       ) 3
 AT1070  NGVD 29 (07/19/86)    0.1    (m)            0.     (f) VERT ANG       
 AT1070
 AT1070.Superseded values are not recommended for survey control.
 AT1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1070.See file dsdata.txt to determine how the superseded data were derived.
 AT1070
 AT1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5833834578(NAD 83)
 AT1070_MARKER: DS = TRIANGULATION STATION DISK
 AT1070_SETTING: 0 = UNSPECIFIED SETTING
 AT1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1070
 AT1070  HISTORY     - Date     Condition        Report By
 AT1070  HISTORY     - 1966     MONUMENTED       CGS
 AT1070  HISTORY     - 1969     GOOD             CGS
 AT1070
 AT1070                          STATION DESCRIPTION
 AT1070
 AT1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1070'STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHEAST OF BURAS, ABOUT 9
 AT1070'MILES SOUTHWEST OF
 AT1070'VENICE, ABOUT 3-1/2 MILES SOUTH OF BAY JACQUES,
 AT1070'ABOUT 2 MILES SOUTHEAST OF BAY
 AT1070'COQUETTE AND ON SANDY POINT.
 AT1070'
 AT1070'STATION MARK, A STANDARD DISK STAMPED LINE 1966, IS CRIMPED TO THE
 AT1070'TOP OF A 5/8 INCH
 AT1070'COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1070'ENCASED IN A 4 INCH ORANGEBURG SOIL
 AT1070'PIPE.  THE MARK IS 190 FEET
 AT1070'NORTHEAST OF NORTH EDGE OF CANAL AND 1.8 FEET
 AT1070'SOUTHEAST OF WITNESS
 AT1070'POST.
 AT1070'
 AT1070'REFERENCE MARK 1, A STANDARD DISK STAMPED LINE NO 1 1966, IS CRIMPED
 AT1070'TO THE TOP OF A
 AT1070'5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG WHICH IS
 AT1070'ENCASED IN A 4 INCH ORANGEBURG
 AT1070'SOIL PIPE.  THE MARK IS 62.6 FEET
 AT1070'NORTHEAST OF WITNESS POST AND PROJECTS 2.1 FEET
 AT1070'ABOVE THE GROUND.
 AT1070'
 AT1070'REFERENCE MARK 2, A STANDARD DISK STAMPED LINE NO 2 1966, IS CRIMPED
 AT1070'TO THE TOP OF A
 AT1070'5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG WHICH IS
 AT1070'ENCASED IN A 4 INCH ORANGEBURG
 AT1070'SOIL PIPE.  THE MARK IS 47.5 FEET
 AT1070'SOUTHEAST OF WITNESS POST AND PROJECTS 2.5 FEET
 AT1070'ABOVE THE GROUND.
 AT1070'
 AT1070'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED LINE 1966, IS CRIMPED
 AT1070'TO THE TOP OF A
 AT1070'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1070'ENCASED IN A 4 INCH ORANGEBURG
 AT1070'SOIL PIPE.  THE MARK IS ON WEST POINT
 AT1070'OF SANDY POINT, 45 FEET NORTHEAST OF NORTH EDGE
 AT1070'OF CANAL, 2 FEET
 AT1070'NORTHEAST OF WITNESS POST AND MARK PROJECTS ABOUT 2 FEET ABOVE THE
 AT1070'GROUND.
 AT1070'
 AT1070'NOTICE- STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1070'OBSERVING UNIT
 AT1070'REACHED STATION BY HELICOPTER FROM EMPIRE.
 AT1070'
 AT1070'NOTE-STATION MARK PROJECTS 2.5 FEET ABOVE THE GROUND.
 AT1070'
 AT1070'HEIGHT OF LIGHT ABOVE STATION MARK 2.35 METERS.
 AT1070
 AT1070                          STATION RECOVERY (1969)
 AT1070
 AT1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1070'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1070'AFTER HURRICANE CAMILLE.  THE RMS AND WITNESS POST WERE FOUND TO BE
 AT1070'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3046 ***********************************************************************
 AU3046  DESIGNATION -  LING
 AU3046  PID         -  AU3046
 AU3046  STATE/COUNTY-  LA/TERREBONNE
 AU3046  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3046
 AU3046                         *CURRENT SURVEY CONTROL
 AU3046  ___________________________________________________________________
 AU3046* NAD 83(1992)-  29 12 07.87177(N)    090 33 03.67985(W)     ADJUSTED  
 AU3046* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3046  **This station is located in a subsidence area (see below).
 AU3046  ___________________________________________________________________
 AU3046  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AU3046  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AU3046
 AU3046  HORZ ORDER  -  THIRD
 AU3046
 AU3046.The horizontal coordinates were established by classical geodetic methods
 AU3046.and adjusted by the National Geodetic Survey in January 1993..
 AU3046
 AU3046 ** The orthometric height has not been validated since last determined
 AU3046 ** by differential leveling and should not be used for control purposes.
 AU3046 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3046 ** area with valid NAVD 88 orthometric heights.
 AU3046 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3046 ** epoch indicated which incorporates improved geoid heights for the
 AU3046 ** Southern Louisiana Subsidence area.
 AU3046 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3046.The orthometric height was scaled from a topographic map.
 AU3046
 AU3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3046
 AU3046.The geoid height was determined by GEOID03.
 AU3046
 AU3046;                    North         East     Units Scale Factor Converg.
 AU3046;SPC LA S     -    78,095.608 1,076,079.823   MT  1.00002214   +0 23 28.2
 AU3046;SPC LA S     -   256,218.67  3,530,438.55   sFT  1.00002214   +0 23 28.2
 AU3046;UTM  15      - 3,232,870.145   738,102.865   MT  1.00029963   +1 11 43.4
 AU3046
 AU3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3046!SPC LA S     -   1.00000381  x   1.00002214  =   1.00002595
 AU3046!UTM  15      -   1.00000381  x   1.00029963  =   1.00030344
 AU3046
 AU3046|---------------------------------------------------------------------|
 AU3046| PID    Reference Object                     Distance      Geod. Az  |
 AU3046|                                                           dddmmss.s |
 AU3046| DD7347 LING RM 1                            16.910 METERS 00454     |
 AU3046| AU3047 BAYOUN                              APPROX. 2.9 KM 0250502.7 |
 AU3046| AU3041 PASS BARRE LIGHT                    APPROX. 3.9 KM 0634248.6 |
 AU3046| AU2994 THE TEX CO LAKE BARRE FLD TWR       APPROX. 6.5 KM 0711749.3 |
 AU3046| DD7348 LING RM 2                            14.490 METERS 09115     |
 AU3046| AU3042 PLATFORM                            APPROX. 4.2 KM 1863838.1 |
 AU3046| AU3038 LAKE LAGRAISSE LIGHT                APPROX. 2.9 KM 2804842.9 |
 AU3046| DD7349 LING RM 3                            22.159 METERS 34539     |
 AU3046|---------------------------------------------------------------------|
 AU3046
 AU3046                          SUPERSEDED SURVEY CONTROL
 AU3046
 AU3046  NAD 83(1986)-  29 12 07.89032(N)    090 33 03.69030(W) AD(       ) 3
 AU3046  NAD 27      -  29 12 07.06500(N)    090 33 03.37100(W) AD(       ) 3
 AU3046
 AU3046.Superseded values are not recommended for survey control.
 AU3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3046.See file dsdata.txt to determine how the superseded data were derived.
 AU3046
 AU3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3810332870(NAD 83)
 AU3046_MARKER: DS = TRIANGULATION STATION DISK
 AU3046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3046_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3046
 AU3046  HISTORY     - Date     Condition        Report By
 AU3046  HISTORY     - 1934     MONUMENTED       CGS
 AU3046  HISTORY     - 1953     GOOD             CGS
 AU3046  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU3046
 AU3046                          STATION DESCRIPTION
 AU3046
 AU3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3046'STATION IS ONE THE N SIDE OF TERREBONNE BAY, ON THE SOUTHERLY OF THE
 AU3046'TWO LONG, FINGER-LIKE POINTS AT THE MOUTH OF BAYOU TERREBONNE,
 AU3046'ON THE N SIDE OF THE BAYOU WHICH PASSES THROUGH THE POINT AND 28
 AU3046'METERS (90 FEET) FROM THE SHORE.
 AU3046'
 AU3046'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AU3046'CONCRETE IN THE TOP OF TILES.
 AU3046'
 AU3046'REFERENCE MARK NO. 1 IS 16.91 METERS (55.5 FEET) FROM THE
 AU3046'STATION N 04 DEG 54 MIN E.
 AU3046'
 AU3046'REFERENCE MARK NO. 2 IS 14.49 METERS (47.5 FEET) FROM THE
 AU3046'STATION S 88 DEG 45 MIN E.
 AU3046
 AU3046                          STATION RECOVERY (1953)
 AU3046
 AU3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3046'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AU3046'REFERENCE MARK 2 WAS FOUND BROKEN AND LYING IN THE WATER, THE
 AU3046'DISK WAS REMOVED.  REFERENCE MARK 3 WAS ESTABLISHED.  A COMPLETE
 AU3046'NEW DESCRIPTION FOLLOWS--
 AU3046'
 AU3046'STATION IS LOCATED ON THE N SIDE OF TERREBONNE BAY, ON THE
 AU3046'POINT ON THE E SIDE OF LAKE SAINT JEAN BATISTE, ON THE N SIDE OF
 AU3046'THE BAYOU WHICH PASSES THROUGH THE POINT, 8 FT. E OF A SHELL
 AU3046'RIDGE, 2 FT. S OF A 4- BY 4-IN. WOODEN WITNESS POST, AND ON THE
 AU3046'MEAN HIGH-WATERLINE IN THE CENTER OF A SMALL COVE.  IT IS A
 AU3046'STANDARD DISK, STAMPED LING 1934 AND SET IN CONCRETE IN THE
 AU3046'TOP OF A 10-IN. TILE PROJECTING 8 IN. ABOVE THE GROUND.  THE
 AU3046'POINT IS ERODING RAPIDLY, AND THE STATION WILL SOON BE WASHED
 AU3046'OUT.
 AU3046'
 AU3046'REFERENCE MARK 1 IS 16.91 M. (55.5 FT.) FROM THE STATION
 AU3046'N 04 DEG 54 MIN E.
 AU3046'IT IS A STANDARD DISK, STAMPED LING NO 1 1934 AND SET IN CONCRETE
 AU3046'IN THE TOP OF A 10-IN. TILE 1 IN. UNDER GROUND.
 AU3046'
 AU3046'REFERENCE MARK 3 IS 22.159 M. (72.70 FT.) FROM THE STATION
 AU3046'N 14 DEG 22 MIN W, INSHORE OF THE SHELL RIDGE, AND IN THE
 AU3046'MANGROVE.  IT IS A STANDARD DISK, STAMPED LING NO 3 1953 AND
 AU3046'SET IN THE TOP OF A CONCRETE-FILLED 6-IN. CONCRETE TILE WHICH IS
 AU3046'SUPPORTED BY A 2 BY 4 DRIVEN INTO THE MARSH AND PROJECTING 16 IN.
 AU3046'ABOVE THE GROUND.
 AU3046
 AU3046                          STATION RECOVERY (1965)
 AU3046
 AU3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3046'THE STATION AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT
 AU3046'NOT FOUND, AND BELIEVED LOST BY THE EROSION OF THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3178 ***********************************************************************
 CP3178  CBN         -  This is a Cooperative Base Network Control Station.
 CP3178  DESIGNATION -  LISA
 CP3178  PID         -  CP3178
 CP3178  STATE/COUNTY-  LA/MOREHOUSE
 CP3178  USGS QUAD   -  BASTROP (1994)
 CP3178
 CP3178                         *CURRENT SURVEY CONTROL
 CP3178  ___________________________________________________________________
 CP3178* NAD 83(1992)-  32 45 25.25907(N)    091 52 52.12348(W)     ADJUSTED  
 CP3178* NAVD 88     -        50.152  (meters)     164.54   (feet)  ADJUSTED  
 CP3178  ___________________________________________________________________
 CP3178  X           -    -176,248.379 (meters)                     COMP
 CP3178  Y           -  -5,366,230.315 (meters)                     COMP
 CP3178  Z           -   3,431,340.713 (meters)                     COMP
 CP3178  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CP3178  ELLIP HEIGHT-          24.30  (meters)          (02/12/02) GPS OBS
 CP3178  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP3178  DYNAMIC HT  -          50.098 (meters)     164.36  (feet)  COMP
 CP3178  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 CP3178
 CP3178  HORZ ORDER  -  B
 CP3178  VERT ORDER  -  SECOND    CLASS I
 CP3178  ELLP ORDER  -  FOURTH    CLASS II
 CP3178
 CP3178.This mark is at Morehouse Mem Airport (2F8)
 CP3178
 CP3178.The horizontal coordinates were established by GPS observations
 CP3178.and adjusted by the National Geodetic Survey in September 1992..
 CP3178
 CP3178.The orthometric height was determined by differential leveling
 CP3178.and adjusted by the National Geodetic Survey in July 1998..
 CP3178.WARNING-GPS observations at this control monument resulted in a GPS
 CP3178.derived orthometric height which differed from the leveled height by
 CP3178.more than one decimeter (0.1 meter).
 CP3178
 CP3178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3178
 CP3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3178
 CP3178.The ellipsoidal height was determined by GPS observations
 CP3178.and is referenced to NAD 83.
 CP3178
 CP3178.The geoid height was determined by GEOID03.
 CP3178
 CP3178.The dynamic height is computed by dividing the NAVD 88
 CP3178.geopotential number by the normal gravity value computed on the
 CP3178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3178.degrees latitude (g = 980.6199 gals.).
 CP3178
 CP3178.The modeled gravity was interpolated from observed gravity values.
 CP3178
 CP3178;                    North         East     Units Scale Factor Converg.
 CP3178;SPC LA N     -   250,422.340 1,057,992.908   MT  1.00002185   +0 19 37.9
 CP3178;SPC LA N     -   821,593.96  3,471,098.40   sFT  1.00002185   +0 19 37.9
 CP3178;UTM  15      - 3,624,904.023   604,807.067   MT  0.99973544   +0 36 19.6
 CP3178
 CP3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3178!SPC LA N     -   0.99999618  x   1.00002185  =   1.00001803
 CP3178!UTM  15      -   0.99999618  x   0.99973544  =   0.99973163
 CP3178
 CP3178:                Primary Azimuth Mark                     Grid Az
 CP3178:SPC LA N     -  LISA AZ MK                               163 48 28.9
 CP3178:UTM  15      -  LISA AZ MK                               163 31 47.2
 CP3178
 CP3178|---------------------------------------------------------------------|
 CP3178| PID    Reference Object                     Distance      Geod. Az  |
 CP3178|                                                           dddmmss.s |
 CP3178| CP3177 LISA AZ MK                          APPROX. 0.5 KM 1640806.8 |
 CP3178|---------------------------------------------------------------------|
 CP3178
 CP3178                          SUPERSEDED SURVEY CONTROL
 CP3178
 CP3178  ELLIP H (01/21/93)   24.37   (m)                       GP(       ) 4 2
 CP3178  ELLIP H (09/10/92)   24.37   (m)                       GP(       ) 4 1
 CP3178  NAD 83(1986)-  32 45 25.27305(N)    091 52 52.11620(W) AD(       ) 3
 CP3178  NAD 27      -  32 45 24.78653(N)    091 52 51.65851(W) AD(       ) 3
 CP3178  NGVD 29 (01/24/95)   50.17   (m)          164.6    (f) LEVELING    3  
 CP3178
 CP3178.Superseded values are not recommended for survey control.
 CP3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3178.See file dsdata.txt to determine how the superseded data were derived.
 CP3178
 CP3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0480724904(NAD 83)
 CP3178_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3178_SP_SET: CONCRETE POST
 CP3178_STAMPING: LISA 1986
 CP3178_MARK LOGO: NGS   
 CP3178_PROJECTION: FLUSH
 CP3178_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3178+STABILITY: SURFACE MOTION
 CP3178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3178+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 CP3178
 CP3178  HISTORY     - Date     Condition        Report By
 CP3178  HISTORY     - 1986     MONUMENTED       LADTD
 CP3178  HISTORY     - 1986     GOOD             LADTD
 CP3178  HISTORY     - 1986     GOOD             LADTD
 CP3178  HISTORY     - 19870428 GOOD
 CP3178  HISTORY     - 19911001 GOOD             LADTD
 CP3178  HISTORY     - 19920310 GOOD
 CP3178  HISTORY     - 19921209 GOOD             LADTD
 CP3178  HISTORY     - 19950719 GOOD             LADTD
 CP3178  HISTORY     - 19970403 GOOD             NGS
 CP3178  HISTORY     - 20040810 GOOD             LADTD
 CP3178  HISTORY     - 20060822 GOOD             LADTD
 CP3178
 CP3178                          STATION DESCRIPTION
 CP3178
 CP3178'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CP3178'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHEAST OF BASTROP, AT
 CP3178'THE MOREHOUSE MEMORIAL AIRPORT, NEAR THE JUNCTION OF THE RUNWAY AND
 CP3178'TAXIWAY FROM THE TERMINAL BUILDING AND IS IN THE NORTHWEST SECTION
 CP3178'OF THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 CP3178'OWNERSHIP--CITY OF BASTROP, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 CP3178'MR. JOHN BOLTON, TELEPHONE 318-281-0544.
 CP3178'
 CP3178'TO REACH THE STATION FROM THE TERMINAL BUILDING, GO EAST ALONG THE
 CP3178'TAXIWAY FOR 0.2 KM (0.1 MI) TO THE JUNCTION WITH THE RUNWAY AND THE
 CP3178'STATION ON THE LEFT.
 CP3178'
 CP3178'THE STATION IS A STANDARD NGS DISK
 CP3178'STAMPED---LISA 1986---,
 CP3178'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3178'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3178'121.9 METERS (400 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 CP3178'AN ALUMINUM HANGAR,
 CP3178'43.7 METERS (143.5 FT) SOUTHEAST FROM THE CENTER OF A WIND TEE,
 CP3178'23.3 METERS (76.5 FT) WEST FROM THE CENTER OF THE RUNWAY,
 CP3178'19.4 METERS (63.5 FT) NORTH FROM THE CENTER OF A TAXIWAY LEADING TO
 CP3178'THE HANGARS AND
 CP3178'0.6 METER (2 FT) EAST FROM A WITNESS POST.
 CP3178'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CP3178'STAMPED---LISA 1986---,
 CP3178'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CP3178'
 CP3178'DESCRIBED BY RICHARD COPP.
 CP3178
 CP3178                          STATION RECOVERY (1986)
 CP3178
 CP3178'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3178'RECOVERED IN GOOD CONDITION.
 CP3178
 CP3178                          STATION RECOVERY (1986)
 CP3178
 CP3178'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3178'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CP3178'ABOUT 3.4 KM (2.1 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3178'BASTROP TO PARISH ROAD NUMBER 4401, THENCE SOUTH (RIGHT) FOR 2.8 KM
 CP3178'(1.75 MI) TO THE MOREHOUSE MEMORIAL AIRPORT AND STATION MARK SET NEAR
 CP3178'THE JUNCTION OF THE RUNWAY AND TAXIWAY, 121.9 METERS (400 FEET) EAST-
 CP3178'SOUTHEAST OF THE SOUTHEAST CORNER OF AN ALUMINUM HANGER, 43.7 METERS
 CP3178'(143.5 FEET) SOUTHEAST OF THE CENTER OF A WIND TEE, 23.3 METERS
 CP3178'(76.5 FEET) WEST OF THE CENTER OF THE RUNWAY AND 19.4 METERS
 CP3178'(63.5 FEET) NORTH OF THE CENTER OF THE TAXIWAY LEADING TO THE HANGERS.
 CP3178'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP3178'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 CP3178
 CP3178                          STATION RECOVERY (1987)
 CP3178
 CP3178'RECOVERED 1987
 CP3178'RECOVERED IN GOOD CONDITION.
 CP3178
 CP3178                          STATION RECOVERY (1991)
 CP3178
 CP3178'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CP3178'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTH OF MONROE, 2.5 MI
 CP3178'(4.0 KM) WEST OF MER ROUGE AND 2.0 MI (3.2 KM) EAST OF BASTROP.
 CP3178'OWNERSHIP--CITY OF BASTROP, FOR ENTRANCE ENTRANCE INTO THE AIRPORT
 CP3178'CONTACT MR. JOHN BOLTON, AIRPORT MANAGER, PHONE 318-281-0544.
 CP3178'TO REACH THE STATION FROM THE COURTHOUSE IN BASTROP, GO EAST FOR 2.1
 CP3178'MI (3.4 KM) ON STATE HIGHWAY 2 TO THE JUNCTION WITH A PARISH ROAD
 CP3178'NUMBER 4401, TURN RIGHT AND GO SOUTH FOR 1.4 MI (2.3 KM) ON THE
 CP3178'PARISH ROAD TO A ROAD ON THE LEFT WHICH IS THE ENTRANCE INTO THE
 CP3178'AIRPORT, WITH THE STATION SET NEAR THE JUNCTION OF THE RUNWAY AND
 CP3178'TAXIWAY.
 CP3178'THE STATION IS 400.0 FT (121.9 M) EAST FROM THE SOUTHEAST CORNER OF A
 CP3178'YELLOW ALUMINUM HANGAR, 143.5 FT (43.7 M) SOUTHEAST FROM A WIND TEE,
 CP3178'76.5 FT (23.3 M) WEST FROM THE CENTER OF THE RUNWAY, 63.5 FT
 CP3178'(19.4 M) NORTH FROM THE CENTER OF THE TAXIWAY LEADING TO THE HANGARS,
 CP3178'2.0 FT (0.6 M) EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST, FLUSH
 CP3178'WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 CP3178
 CP3178                          STATION RECOVERY (1992)
 CP3178
 CP3178'RECOVERED 1992
 CP3178'RECOVERED IN GOOD CONDITION.
 CP3178
 CP3178                          STATION RECOVERY (1992)
 CP3178
 CP3178'RECOVERY NOTE BY LA TRANSP AND DEV 1992 (RAH)
 CP3178'RECOVERED AS DESCRIBED.
 CP3178
 CP3178                          STATION RECOVERY (1995)
 CP3178
 CP3178'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 CP3178'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTH OF MONROE, 2.5 MI
 CP3178'(4.0 KM) WEST OF MER ROUGE AND 2.0 MI (3.2 KM) EAST OF BASTROP.
 CP3178'OWNERSHIP--CITY OF BASTROP, FOR ENTRANCE INTO THE AIRPORT CONTACT MR.
 CP3178'JOHN BOLTON, AIRPORT MANAGER, PHONE 318-281-0544. TO REACH THE STATION
 CP3178'FROM THE COURTHOUSE IN BASTROP, GO EAST FOR 2.1 MI (3.4 KM) ON STATE
 CP3178'HIGHWAY 2 TO THE JUNCTION WITH PARISH ROAD NUMBER 4437, TURN RIGHT AND
 CP3178'GO SOUTH FOR 1.4 MI (2.3 KM) ON THE PARISH ROAD TO THE ENTRANCE INTO
 CP3178'THE AIRPORT, TURN LEFT AND GO EAST AND THEN SOUTH FOR 0.2 MI (0.3 KM)
 CP3178'ALONG THE ENTRANCE ROAD TO A GATE JUST PAST THE OFFICE BUILDING, GO
 CP3178'THUR THE GATE TURN LEFT AND GO NORTHEASTERLY FOR 0.1 MI (0.2 KM) ON AN
 CP3178'AIRPLANE PARKING AREA TO THE STATION SET NEAR THE JUNCTION OF THE
 CP3178'TAXIWAY AND RUNWAY. THE STATION IS 400.0 FT (121.9 M) EAST FROM THE
 CP3178'SOUTHEAST CORNER OF A YELLOW ALUMINUM HANGER, 143.5 FT (43.7 M)
 CP3178'SOUTHEAST FROM A WIND TEE, 76.5 FT (23.3 M) WEST FROM THE CENTER OF
 CP3178'THE RUNWAY, 63.5 FT (19.4 M) NORTH FROM THE CENTER OF THE TAXIWAY
 CP3178'LEADING TO THE HANGERS, 2.0 FT (0.6 M) EAST-NORTHEAST FROM A
 CP3178'FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL
 CP3178'WITH THE RUNWAY.
 CP3178
 CP3178                          STATION RECOVERY (1997)
 CP3178
 CP3178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 CP3178'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTH OF MONROE, 2.5 MI
 CP3178'(4.0 KM) WEST OF MER ROUGE AND 2.0 MI (3.2 KM) EAST OF BASTROP.
 CP3178'OWNERSHIP--CITY OF BASTROP, FOR ENTRANCE INTO THE AIRPORT CONTACT MR.
 CP3178'JOHN BOLTON, AIRPORT MANAGER, PHONE 318-281-0544.  TO REACH THE
 CP3178'STATION FROM THE COURTHOUSE IN BASTROP, GO EAST FOR 2.1 MI (3.4 KM) ON
 CP3178'STATE HIGHWAY 2 TO THE JUNCTION WITH A PARISH ROAD NUMBER 4437
 CP3178'(MARLATT ROAD).  TURN RIGHT AND GO SOUTH FOR 1.4 MI (2.3 KM) ON THE
 CP3178'PARISH ROAD TO A ROAD ON THE LEFT WHICH IS THE ENTRANCE INTO THE
 CP3178'AIRPORT, AND THE STATION, NEAR THE JUNCTION OF THE RUNWAY AND A RAMP
 CP3178'LEADING FROM THE APRON TO THE TAXIWAY AND RUNWAY.  THE STATION IS
 CP3178'400.0 FT (121.9 M) EAST FROM THE SOUTHEAST CORNER OF A YELLOW ALUMINUM
 CP3178'HANGAR, 143.5 FT (43.7 M) SOUTHEAST FROM A WIND TEE, 76.5 FT (23.3 M)
 CP3178'WEST FROM THE CENTER OF THE RUNWAY, 63.5 FT (19.4 M) NORTH FROM THE
 CP3178'CENTER OF THE RAMP LEADING TO THE APRON, 14.4 FT (4.4 M)
 CP3178'SOUTH-SOUTHWEST OF THE WESTERNMOST ONE OF THREE TAXIWAY LIGHTS, 2.0 FT
 CP3178'(0.6 M) EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST, RECESSED 2 CM
 CP3178'BELOW GROUND AND ABOUT LEVEL WITH THE RUNWAY.
 CP3178
 CP3178                          STATION RECOVERY (2004)
 CP3178
 CP3178'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 CP3178'RECOVERED IN GOOD CONDITION.
 CP3178
 CP3178                          STATION RECOVERY (2006)
 CP3178
 CP3178'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 CP3178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3177 ***********************************************************************
 CP3177  DESIGNATION -  LISA AZ MK
 CP3177  PID         -  CP3177
 CP3177  STATE/COUNTY-  LA/MOREHOUSE
 CP3177  USGS QUAD   -  BASTROP (1994)
 CP3177
 CP3177                         *CURRENT SURVEY CONTROL
 CP3177  ___________________________________________________________________
 CP3177* NAD 83(1992)-  32 45 08.56469(N)    091 52 46.50896(W)     ADJUSTED  
 CP3177* NAVD 88     -        49.532  (meters)     162.51   (feet)  ADJUSTED  
 CP3177  ___________________________________________________________________
 CP3177  X           -    -176,111.420 (meters)                     COMP
 CP3177  Y           -  -5,366,512.688 (meters)                     COMP
 CP3177  Z           -   3,430,907.869 (meters)                     COMP
 CP3177  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CP3177  ELLIP HEIGHT-          23.68  (meters)          (01/02/04) GPS OBS
 CP3177  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP3177  DYNAMIC HT  -          49.478 (meters)     162.33  (feet)  COMP
 CP3177  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 CP3177
 CP3177  HORZ ORDER  -  THIRD
 CP3177  VERT ORDER  -  SECOND    CLASS I
 CP3177  ELLP ORDER  -  FOURTH    CLASS II
 CP3177
 CP3177.This mark is at Morehouse Mem Airport (2F8)
 CP3177
 CP3177.The horizontal coordinates were established by GPS observations
 CP3177.and adjusted by the National Geodetic Survey in January 1993..
 CP3177
 CP3177.The orthometric height was determined by differential leveling
 CP3177.and adjusted by the National Geodetic Survey in July 1998..
 CP3177
 CP3177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3177
 CP3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3177
 CP3177.The ellipsoidal height was determined by GPS observations
 CP3177.and is referenced to NAD 83.
 CP3177
 CP3177.The geoid height was determined by GEOID03.
 CP3177
 CP3177.The dynamic height is computed by dividing the NAVD 88
 CP3177.geopotential number by the normal gravity value computed on the
 CP3177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3177.degrees latitude (g = 980.6199 gals.).
 CP3177
 CP3177.The modeled gravity was interpolated from observed gravity values.
 CP3177
 CP3177;                    North         East     Units Scale Factor Converg.
 CP3177;SPC LA N     -   249,908.893 1,058,141.999   MT  1.00002067   +0 19 40.8
 CP3177;SPC LA N     -   819,909.43  3,471,587.54   sFT  1.00002067   +0 19 40.8
 CP3177;UTM  15      - 3,624,391.452   604,958.607   MT  0.99973584   +0 36 22.4
 CP3177
 CP3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3177!SPC LA N     -   0.99999628  x   1.00002067  =   1.00001695
 CP3177!UTM  15      -   0.99999628  x   0.99973584  =   0.99973212
 CP3177
 CP3177:                Primary Azimuth Mark                     Grid Az
 CP3177:SPC LA N     -  LISA                                     343 48 29.1
 CP3177:UTM  15      -  LISA                                     343 31 47.5
 CP3177
 CP3177|---------------------------------------------------------------------|
 CP3177| PID    Reference Object                     Distance      Geod. Az  |
 CP3177|                                                           dddmmss.s |
 CP3177| CP3178 LISA                                APPROX. 0.5 KM 3440809.9 |
 CP3177|---------------------------------------------------------------------|
 CP3177
 CP3177                          SUPERSEDED SURVEY CONTROL
 CP3177
 CP3177  ELLIP H (01/21/93)   23.75   (m)                       GP(       ) 4 2
 CP3177  NAD 83(1986)-  32 45 08.57868(N)    091 52 46.50166(W) AD(       ) 3
 CP3177  NAD 27      -  32 45 08.09176(N)    091 52 46.04407(W) AD(       ) 3
 CP3177  NGVD 29 (11/20/87)   49.8    (m)          163.     (f) GPS OBS        
 CP3177
 CP3177.Superseded values are not recommended for survey control.
 CP3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3177.See file dsdata.txt to determine how the superseded data were derived.
 CP3177
 CP3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0495924391(NAD 83)
 CP3177_MARKER: DZ = AZIMUTH MARK DISK
 CP3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3177_SP_SET: CONCRETE POST
 CP3177_STAMPING: LISA 1986
 CP3177_MARK LOGO: NGS   
 CP3177_PROJECTION: FLUSH
 CP3177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3177+STABILITY: SURFACE MOTION
 CP3177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3177+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1995
 CP3177
 CP3177  HISTORY     - Date     Condition        Report By
 CP3177  HISTORY     - 1986     MONUMENTED       LADTD
 CP3177  HISTORY     - 1986     GOOD             LADTD
 CP3177  HISTORY     - 19870428 GOOD
 CP3177  HISTORY     - 19950719 GOOD             LADTD
 CP3177
 CP3177                          STATION DESCRIPTION
 CP3177
 CP3177'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CP3177'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHEAST OF BASTROP, AT
 CP3177'THE MOREHOUSE MEMORIAL AIRPORT, AND NEAR THE SOUTH END OF THE
 CP3177'RUNWAY.
 CP3177'OWNERSHIP--CITY OF BASTROP, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 CP3177'MR. JOHN BOLTON, TELEPHONE 318-281-0544.
 CP3177'
 CP3177'TO REACH THE STATION FROM THE TERMINAL BUILDING, GO EAST ALONG THE
 CP3177'TAXIWAY FOR 0.2 KM (0.1 MI) TO THE JUNCTION WITH THE RUNWAY, THEN
 CP3177'RIGHT, SOUTH ALONG THE RUNWAY FOR 0.5 KM (0.3 MI) TO THE STATION ON
 CP3177'THE RIGHT.
 CP3177'
 CP3177'THE STATION IS A STANDARD NGS DISK
 CP3177'STAMPED---LISA 1986---,
 CP3177'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3177'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3177'13.1 METERS (43 FT) WEST FROM THE WEST EDGE OF RUNWAY,
 CP3177'7.3 METERS (24 FT) NORTHWEST FROM A POWER SUPPLY BOX WHICH PROJECTS
 CP3177'2 FEET ABOVE THE GROUND AND
 CP3177'0.8 METER (2.5 FT) EAST FROM A WITNESS POST.
 CP3177'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CP3177'STAMPED---LISA 1986---,
 CP3177'SET INTO AN IRREGULAR MASS OF CONCRETE 0.6 METER BELOW THE SURFACE.
 CP3177'
 CP3177'DESCRIBED BY RICHARD COPP.
 CP3177
 CP3177                          STATION RECOVERY (1986)
 CP3177
 CP3177'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3177'6.5 KM (3.9 MI) EAST FROM BASTROP.
 CP3177'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CP3177'ABOUT 3.4 KM (2.1 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3177'BASTROP TO PARISH ROAD NUMBER 4401, THENCE SOUTH (RIGHT) ON THE PARISH
 CP3177'ROAD FOR 2.8 KM (1.8 MI) TO THE MOREHOUSE MEMORIAL AIRPORT AND THE
 CP3177'AZIMUTH MARK ABOUT 0.5 KM (0.3 MI) SOUTH DOWN THE RUNWAY FROM THE
 CP3177'JUNCTION OF THE RUNWAY AND TAXIWAY SET NEAR A POWER SUPPLY BOX, 7.3
 CP3177'METERS (24 FEET) NORTHWEST OF A POWER SUPPLY BOX AND 13.1 METERS
 CP3177'(43 FEET) WEST OF THE WEST EDGE OF THE RUNWAY.
 CP3177'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 CP3177'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 CP3177
 CP3177                          STATION RECOVERY (1987)
 CP3177
 CP3177'RECOVERED 1987
 CP3177'RECOVERED IN GOOD CONDITION.
 CP3177
 CP3177                          STATION RECOVERY (1995)
 CP3177
 CP3177'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 CP3177'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTH OF MONROE, 2.5 MI
 CP3177'(4.0 KM) WEST OF MER ROUGE AND 2.0 MI (3.2 KM) EAST OF BASTROP.
 CP3177'OWNERSHIP--CITY OF BASTROP, FOR ENTRANCE INTO THE AIRPORT CONTACT MR.
 CP3177'JOHN BOLTON, AIRPORT MANAGER, PHONE 318-281-0544. TO REACH THE STATION
 CP3177'FROM THE COURTHOUSE IN BASTROP, GO EAST FOR 2.1 MI (3.4 KM) ON STATE
 CP3177'HIGHWAY 2 TO THE JUNCTION WITH PARISH ROAD NUMBER 4437, TURN RIGHT AND
 CP3177'GO SOUTH FOR 1.4 MI (2.3 KM) ON THE PARISH ROAD TO THE ENTRANCE INTO
 CP3177'THE AIRPORT, TURN LEFT AND GO EAST AND THEN SOUTH FOR 0.2 MI (0.3 KM)
 CP3177'ON THE ENTRANCE ROAD TO A GATE JUST PAST THE OFFICE BUILDING, GO THUR
 CP3177'THE GATE TURN LEFT AND GO NORTHEASTERLY FOR 0.1 MI (0.2 KM) ON AN
 CP3177'AIRPLANE PARKING AREA TO A TAXIWAY LEADING TO THE RUNWAY, CONTINUE
 CP3177'EAST FOR 0.05 MI (0.08 KM) ON THE TAXIWAY TO THE JUNCTION WITH THE
 CP3177'RUNWAY, TURN RIGHT AND GO SOUTH FOR 0.3 MI (0.5 KM) ON THE RUNWAY TO
 CP3177'THE STATION SET ON THE RIGHT. THE STATION IS 91.5 FT (27.9 M) WEST
 CP3177'FROM THE CENTER OF THE RUNWAY, 29.5 FT (9.0 M) NORTHWEST FROM THE
 CP3177'NORTH END OF A VASI GLIDE LIGHT, 24.0 FT (7.3 M) NORTHWEST FROM A
 CP3177'POWER SUPPLY BOX WHICH PROJECTS 2.0 FT (0.6 M) ABOVE THE GROUND, FLUSH
 CP3177'WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3074 ***********************************************************************
 AU3074  DESIGNATION -  LITE
 AU3074  PID         -  AU3074
 AU3074  STATE/COUNTY-  LA/TERREBONNE
 AU3074  USGS QUAD   -  GRAND BAYOU DU LARGE (1994)
 AU3074
 AU3074                         *CURRENT SURVEY CONTROL
 AU3074  ___________________________________________________________________
 AU3074* NAD 83(1992)-  29 09 59.84971(N)    090 56 36.94924(W)     ADJUSTED  
 AU3074* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3074  ___________________________________________________________________
 AU3074  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU3074  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AU3074
 AU3074  HORZ ORDER  -  SECOND
 AU3074
 AU3074.The horizontal coordinates were established by classical geodetic methods
 AU3074.and adjusted by the National Geodetic Survey in January 1993..
 AU3074
 AU3074.The orthometric height was scaled from a topographic map.
 AU3074
 AU3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3074
 AU3074.The geoid height was determined by GEOID03.
 AU3074
 AU3074;                    North         East     Units Scale Factor Converg.
 AU3074;SPC LA S     -    73,958.663 1,037,915.517   MT  1.00003091   +0 11 41.5
 AU3074;SPC LA S     -   242,646.05  3,405,227.83   sFT  1.00003091   +0 11 41.5
 AU3074;UTM  15      - 3,228,196.039   699,994.152   MT  1.00009358   +1 00 09.1
 AU3074
 AU3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3074!SPC LA S     -   1.00000383  x   1.00003091  =   1.00003474
 AU3074!UTM  15      -   1.00000383  x   1.00009358  =   1.00009741
 AU3074
 AU3074|---------------------------------------------------------------------|
 AU3074| PID    Reference Object                     Distance      Geod. Az  |
 AU3074|                                                           dddmmss.s |
 AU3074| DD7350 LITE RM 1                            17.110 METERS 06343     |
 AU3074| DD7351 LITE RM 2                            16.050 METERS 15336     |
 AU3074| AU3078 ST MARTIN                           APPROX. 4.6 KM 2794042.4 |
 AU3074|---------------------------------------------------------------------|
 AU3074
 AU3074                          SUPERSEDED SURVEY CONTROL
 AU3074
 AU3074  NAD 83(1986)-  29 09 59.87308(N)    090 56 36.95877(W) AD(       ) 2
 AU3074  NAD 27      -  29 09 59.06700(N)    090 56 36.61800(W) AD(       ) 2
 AU3074
 AU3074.Superseded values are not recommended for survey control.
 AU3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3074.See file dsdata.txt to determine how the superseded data were derived.
 AU3074
 AU3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9999428196(NAD 83)
 AU3074_MARKER: DS = TRIANGULATION STATION DISK
 AU3074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3074_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3074
 AU3074  HISTORY     - Date     Condition        Report By
 AU3074  HISTORY     - 1928     MONUMENTED       CGS
 AU3074  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3074  HISTORY     - 1955     MARK NOT FOUND   CGS
 AU3074  HISTORY     - 1973     MARK NOT FOUND   USGS
 AU3074
 AU3074                          STATION DESCRIPTION
 AU3074
 AU3074'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3074'STATION IS ABOUT 11 MILES E OF OYSTER BAYOU, ON THE E SIDE OF
 AU3074'CAILLOU BAY, AT THE ENTRANCE AND ON THE S SIDE OF GRAND
 AU3074'CAILLOU BAYOU AND E OF A SMALL BAYOU RUNNING IN A SOUTHERLY
 AU3074'DIRECTION FROM GRAND CAILLOU BAYOU.
 AU3074'
 AU3074'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3074'SET IN CONCRETE IN THE TOP OF TILES.
 AU3074'
 AU3074'REFERENCE MARK NO. 1 IS 17.11 METERS (56.1 FEET) FROM THE
 AU3074'STATION N 63 DEG 43 MIN E.
 AU3074'
 AU3074'REFERENCE MARK NO. 2 IS 16.05 METERS (52.7 FEET) FROM THE
 AU3074'STATION S 26 DEG 23 MIN E.
 AU3074
 AU3074                          STATION RECOVERY (1952)
 AU3074
 AU3074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3074'STATION AND REFERENCE MARKS ARE LOST THROUGH THE EROSION OF
 AU3074'THE SHORELINE.
 AU3074
 AU3074                          STATION RECOVERY (1955)
 AU3074
 AU3074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU3074'STATION AND REFERENCE MARKS REPORTED LOST IN 1952.  NO MARKS
 AU3074'WERE RECOVERD BY THE RECONNAISSANCE PARTY IN 1955.
 AU3074
 AU3074                          STATION RECOVERY (1973)
 AU3074
 AU3074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DLH)
 AU3074'NO MARKS WERE FOUND IN THIS AREA.  THE COAST LINE IS BADLY
 AU3074'ERODED AND ALL MARKS ARE BELIEVED TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3076 ***********************************************************************
 AU3076  DESIGNATION -  LITE 2
 AU3076  PID         -  AU3076
 AU3076  STATE/COUNTY-  LA/TERREBONNE
 AU3076  USGS QUAD   -  GRAND BAYOU DU LARGE (1994)
 AU3076
 AU3076                         *CURRENT SURVEY CONTROL
 AU3076  ___________________________________________________________________
 AU3076* NAD 83(1992)-  29 09 59.00410(N)    090 56 35.53699(W)     ADJUSTED  
 AU3076* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3076  ___________________________________________________________________
 AU3076  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU3076  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AU3076
 AU3076  HORZ ORDER  -  SECOND
 AU3076
 AU3076.The horizontal coordinates were established by classical geodetic methods
 AU3076.and adjusted by the National Geodetic Survey in January 1993..
 AU3076
 AU3076.The orthometric height was scaled from a topographic map.
 AU3076
 AU3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3076
 AU3076.The geoid height was determined by GEOID03.
 AU3076
 AU3076;                    North         East     Units Scale Factor Converg.
 AU3076;SPC LA S     -    73,932.757 1,037,953.770   MT  1.00003097   +0 11 42.2
 AU3076;SPC LA S     -   242,561.05  3,405,353.33   sFT  1.00003097   +0 11 42.2
 AU3076;UTM  15      - 3,228,170.673   700,032.769   MT  1.00009377   +1 00 09.7
 AU3076
 AU3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3076!SPC LA S     -   1.00000383  x   1.00003097  =   1.00003480
 AU3076!UTM  15      -   1.00000383  x   1.00009377  =   1.00009760
 AU3076
 AU3076|---------------------------------------------------------------------|
 AU3076| PID    Reference Object                     Distance      Geod. Az  |
 AU3076|                                                           dddmmss.s |
 AU3076| DD7353 LITE 2 RM 3                          19.069 METERS 04842     |
 AU3076| DD7354 LITE 2 RM 4                          21.658 METERS 13145     |
 AU3076| DD7352 LITE 2 AZ MK                                       3543232.1 |
 AU3076|---------------------------------------------------------------------|
 AU3076
 AU3076                          SUPERSEDED SURVEY CONTROL
 AU3076
 AU3076  NAD 83(1986)-  29 09 59.02666(N)    090 56 35.54362(W) AD(       ) 2
 AU3076  NAD 27      -  29 09 58.22500(N)    090 56 35.18500(W) AD(       ) 2
 AU3076
 AU3076.Superseded values are not recommended for survey control.
 AU3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3076.See file dsdata.txt to determine how the superseded data were derived.
 AU3076
 AU3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0003328171(NAD 83)
 AU3076_MARKER: DS = TRIANGULATION STATION DISK
 AU3076_SETTING: 0 = UNSPECIFIED SETTING
 AU3076
 AU3076  HISTORY     - Date     Condition        Report By
 AU3076  HISTORY     - 1955     MONUMENTED       CGS
 AU3076  HISTORY     - 1965     POOR             CGS
 AU3076
 AU3076                          STATION DESCRIPTION
 AU3076
 AU3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU3076'THE STATION IS LOCATED 19 MILES SOUTH-SOUTHWEST OF THE THERIOT
 AU3076'POST OFFICE AND STORE, AT THE ENTRANCE TO GRAND CAILLOU BAYOU
 AU3076'ABOUT 0.15 MILE NORTH FROM THE MOST WESTERLY POINT OF LAND
 AU3076'EAST OF GRAND CAILLOU BAYOU AND ABOUT 1 MILE SOUTHEAST OF BEACON
 AU3076'LIGHT MARKING TO GRAND CAILLOU BAYOU AND GRAND BAYOU DU LARGE.
 AU3076'
 AU3076'THE STATION MARK, STAMPED LITE 2 1955, IS 114 FEET WEST-NORTHWEST
 AU3076'OF THE MEAN HIGH WATER LINE, 41 FEET EAST OF THE MEAN HIGH
 AU3076'WATER LINE AND 2 FEET NORTH OF A CREOSOTE POST.  IT IS A STANDARD
 AU3076'DISK SET IN THE TOP OF ORANGEBURG SEWER PIPE 4 INCHES IN
 AU3076'DIAMETER AND PROJECTS 2 FEET.
 AU3076'
 AU3076'THE STATION WAS REACHED BY BOAT FROM BAYOU DU LARGE CANNERY.
 AU3076'
 AU3076'REFERENCE MARK NO. 3, STAMPED LITE 2 NO. 3 1955, IS 100 FEET
 AU3076'EAST OF THE MEAN HIGH WATER LINE.  IT IS A STANDARD DISK SET
 AU3076'IN THE TOP OF ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND
 AU3076'PROJECTS 2 FEET.
 AU3076'
 AU3076'REFERENCE MARK NO. 4, STAMPED LITE 2 NO. 4 1955, IS 74 FEET
 AU3076'EAST OF THE MEAN HIGH WATER LINE.  IT IS A STANDARD DISK
 AU3076'SET IN THE TOP OF ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER
 AU3076'AND PROJECTS 2 FEET.
 AU3076'
 AU3076'THE AZIMUTH MARK, STAMPED LITE 2 1955, IS APPROXIMATELY
 AU3076'1.0 MILE NORTHWEST OF STATION, 45 FEET NORTH OF THE MEAN HIGH
 AU3076'WATER LINE AND 36 FEET WEST OF THE MEAN HIGH WATER LINE.  IT IS
 AU3076'A STANDARD DISK SET IN THE TOP OF ORANGEBURG SEWER PIPE 4
 AU3076'INCHES IN DIAMETER AND PROJECTS 2.5 FEET.
 AU3076'
 AU3076'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AU3076
 AU3076                          STATION RECOVERY (1965)
 AU3076
 AU3076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3076'THE STATION AND REFERENCE MARK 4 WERE RECOVERED IN POOR
 AU3076'CONDITION, THE STATION MARK IS ABOUT 40 FEET OUT IN THE WATER,
 AU3076'AND REFERENCE MARK 4 IS LAYING ON ITS SIDE ON THE EDGE OF
 AU3076'THE BANK.  THE STATION SHOULD BE MOVED INLAND AND PLACED NEAR A
 AU3076'1-1/4 INCH PIPE WITNESS POST.
 AU3076'
 AU3076'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2649 ***********************************************************************
 CQ2649  DESIGNATION -  LITROE
 CQ2649  PID         -  CQ2649
 CQ2649  STATE/COUNTY-  LA/UNION
 CQ2649  USGS QUAD   -  MARION EAST (1988)
 CQ2649
 CQ2649                         *CURRENT SURVEY CONTROL
 CQ2649  ___________________________________________________________________
 CQ2649* NAD 83(1992)-  32 59 48.21231(N)    092 09 26.76776(W)     ADJUSTED  
 CQ2649* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 CQ2649  ___________________________________________________________________
 CQ2649  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CQ2649  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2649
 CQ2649  HORZ ORDER  -  FIRST
 CQ2649
 CQ2649.The horizontal coordinates were established by classical geodetic methods
 CQ2649.and adjusted by the National Geodetic Survey in September 1999..
 CQ2649
 CQ2649.The orthometric height was scaled from a topographic map.
 CQ2649
 CQ2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2649
 CQ2649.The geoid height was determined by GEOID03.
 CQ2649
 CQ2649;                    North         East     Units Scale Factor Converg.
 CQ2649;SPC LA N     -   276,893.131 1,032,017.827   MT  1.00009194   +0 10 52.0
 CQ2649;SPC LA N     -   908,440.21  3,385,878.49   sFT  1.00009194   +0 10 52.0
 CQ2649;SPC AR S     -   436,620.395   385,285.417   MT  1.00008106   -0 05 17.2
 CQ2649;SPC AR S     - 1,432,478.75  1,264,057.24   sFT  1.00008106   -0 05 17.2
 CQ2649;UTM  15      - 3,651,239.148   578,712.937   MT  0.99967639   +0 27 32.0
 CQ2649
 CQ2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2649!SPC LA N     -   1.00000018  x   1.00009194  =   1.00009212
 CQ2649!SPC AR S     -   1.00000018  x   1.00008106  =   1.00008124
 CQ2649!UTM  15      -   1.00000018  x   0.99967639  =   0.99967657
 CQ2649
 CQ2649:                Primary Azimuth Mark                     Grid Az
 CQ2649:SPC LA N     -  STEVENSON MID VALLEY PLINE MST           114 58 04.4
 CQ2649:SPC AR S     -  STEVENSON MID VALLEY PLINE MST           115 14 13.6
 CQ2649:UTM  15      -  STEVENSON MID VALLEY PLINE MST           114 41 24.4
 CQ2649
 CQ2649|---------------------------------------------------------------------|
 CQ2649| PID    Reference Object                     Distance      Geod. Az  |
 CQ2649|                                                           dddmmss.s |
 CQ2649| CP3165 STEVENSON MID VALLEY PLINE MST      APPROX.18.9 KM 1150856.4 |
 CQ2649| CP3163 FIRE TOWER 3 STEVENSON LOT LFC      APPROX.21.3 KM 1211645.1 |
 CQ2649| CY4910 LITROE RM 1                          26.225 METERS 13001     |
 CQ2649| CQ2650 DEAN                                APPROX.12.9 KM 1671727.9 |
 CQ2649| CY4911 LITROE RM 2                          27.649 METERS 27201     |
 CQ2649| DL1320 HUTTIG FROST INDUSTRIES INC TK      APPROX. 5.4 KM 3355033.3 |
 CQ2649|---------------------------------------------------------------------|
 CQ2649
 CQ2649                          SUPERSEDED SURVEY CONTROL
 CQ2649
 CQ2649  NAD 83(1992)-  32 59 48.22163(N)    092 09 26.76213(W) AD(       ) 1
 CQ2649  NAD 83(1986)-  32 59 48.22511(N)    092 09 26.75954(W) AD(       ) 1
 CQ2649  NAD 27      -  32 59 47.76500(N)    092 09 26.27900(W) AD(       ) 1
 CQ2649
 CQ2649.Superseded values are not recommended for survey control.
 CQ2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2649.See file dsdata.txt to determine how the superseded data were derived.
 CQ2649
 CQ2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7871351239(NAD 83)
 CQ2649_MARKER: DS = TRIANGULATION STATION DISK
 CQ2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2649
 CQ2649  HISTORY     - Date     Condition        Report By
 CQ2649  HISTORY     - 1952     MONUMENTED       CGS
 CQ2649  HISTORY     - 19760401 SEE DESCRIPTION  USGS
 CQ2649
 CQ2649                          STATION DESCRIPTION
 CQ2649
 CQ2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2649'THE STATION IS IN SECTION 9, R 3 E, T 23 N, ABOUT 5 MILES
 CQ2649'WEST OF THE OUACHITA RIVER, 3.5 MILES SOUTHWEST OF HUTTIG,
 CQ2649'ARKANSAS, 3/4 MILE SOUTH OF THE ARKANSAS-LOUISIANA STATE
 CQ2649'LINE, 51 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD AND 7
 CQ2649'FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2649'
 CQ2649'TO REACH THE STATION FROM THE RAILROAD STATION IN HUTTIG, GO
 CQ2649'SOUTH AND WEST ON STATE HIGHWAY 129 FOR 1.1 MILES TO A CROSS
 CQ2649'ROAD, TURN LEFT (SOUTHERLY) AND FOLLOW THE MAIN DIRT ROAD
 CQ2649'FOR 2.15 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, CROSS
 CQ2649'WOODEN BRIDGE, AND GO FOR 0.1 MILE TO A RAILROAD TRACK, CROSS
 CQ2649'TRACK AND PROCEED EASTERLY ON THE MAIN DIRT ROAD FOR 1 MILE TO A
 CQ2649'Y-JUNCTION, CONTINUE EASTERLY ON THE LEFT ROAD FOR 1.2 MILES TO
 CQ2649'A SIDE ROAD ON THE LEFT AND THE STATION AS DESCRIBED.  (NOTE.
 CQ2649'IN WET SEASON A FOUR-WHEEL DRIVE TRUCK IS NEEDED FROM THE
 CQ2649'RAILROAD TRACK TO THE STATION.)
 CQ2649'
 CQ2649'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ2649'LITROE 1952.
 CQ2649'
 CQ2649'REFERENCE MARK 1 IS 19 FEET EAST OF THE CENTER OF THE DIRT
 CQ2649'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CQ2649'LITROE NO 1 1952.
 CQ2649'
 CQ2649'REFERENCE MARK 2 IS 53 FEET SOUTHEAST OF A DIRT ROAD AND 30
 CQ2649'FEET NORTHEAST OF THE MAIN DIRT ROAD.  THE MARK PROJECTS
 CQ2649'5 INCHES AND THE DISK IS STAMPED LITROE NO 2 1952.
 CQ2649'
 CQ2649'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH
 CQ2649'MARK.
 CQ2649'
 CQ2649'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CQ2649
 CQ2649                          STATION RECOVERY (1976)
 CQ2649
 CQ2649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JFS)
 CQ2649'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0736 ***********************************************************************
 AV0736  DESIGNATION -  LITTLE
 AV0736  PID         -  AV0736
 AV0736  STATE/COUNTY-  LA/CAMERON
 AV0736  USGS QUAD   -  BIG CONSTANCE LAKE (1979)
 AV0736
 AV0736                         *CURRENT SURVEY CONTROL
 AV0736  ___________________________________________________________________
 AV0736* NAD 83(1992)-  29 36 14.08186(N)    092 41 50.76303(W)     ADJUSTED  
 AV0736* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0736  **This station is located in a subsidence area (see below).
 AV0736  ___________________________________________________________________
 AV0736  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AV0736  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AV0736
 AV0736  HORZ ORDER  -  THIRD
 AV0736
 AV0736.The horizontal coordinates were established by classical geodetic methods
 AV0736.and adjusted by the National Geodetic Survey in January 1993..
 AV0736
 AV0736 ** The orthometric height has not been validated since last determined
 AV0736 ** by differential leveling and should not be used for control purposes.
 AV0736 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0736 ** area with valid NAVD 88 orthometric heights.
 AV0736 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0736 ** epoch indicated which incorporates improved geoid heights for the
 AV0736 ** Southern Louisiana Subsidence area.
 AV0736 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0736.The orthometric height was scaled from a topographic map.
 AV0736
 AV0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0736
 AV0736.The geoid height was determined by GEOID03.
 AV0736
 AV0736;                    North         East     Units Scale Factor Converg.
 AV0736;SPC LA S     -   123,149.727   867,873.241   MT  0.99994959   -0 40 55.4
 AV0736;SPC LA S     -   404,033.73  2,847,347.46   sFT  0.99994959   -0 40 55.4
 AV0736;UTM  15      - 3,274,935.084   529,297.032   MT  0.99961059   +0 08 58.1
 AV0736
 AV0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0736!SPC LA S     -   1.00000403  x   0.99994959  =   0.99995362
 AV0736!UTM  15      -   1.00000403  x   0.99961059  =   0.99961462
 AV0736
 AV0736|---------------------------------------------------------------------|
 AV0736| PID    Reference Object                     Distance      Geod. Az  |
 AV0736|                                                           dddmmss.s |
 AV0736| CV9994 LITTLE RM 1                          11.815 METERS 09636     |
 AV0736| CV9995 LITTLE RM 2                          11.280 METERS 22039     |
 AV0736| AV0744 SHELL WELL 1 A                      APPROX. 8.2 KM 2505539.8 |
 AV0736| CV9993 LITTLE AZ MK                                       2760530.2 |
 AV0736|---------------------------------------------------------------------|
 AV0736
 AV0736                          SUPERSEDED SURVEY CONTROL
 AV0736
 AV0736  NAD 83(1986)-  29 36 14.09362(N)    092 41 50.73790(W) AD(       ) 3
 AV0736  NAD 27      -  29 36 13.29100(N)    092 41 50.21700(W) AD(       ) 3
 AV0736
 AV0736.Superseded values are not recommended for survey control.
 AV0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0736.See file dsdata.txt to determine how the superseded data were derived.
 AV0736
 AV0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN2929774935(NAD 83)
 AV0736_MARKER: DS = TRIANGULATION STATION DISK
 AV0736_SETTING: 0 = UNSPECIFIED SETTING
 AV0736
 AV0736  HISTORY     - Date     Condition        Report By
 AV0736  HISTORY     - 1955     MONUMENTED       CGS
 AV0736  HISTORY     - 1965     MARK NOT FOUND   CGS
 AV0736
 AV0736                          STATION DESCRIPTION
 AV0736
 AV0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0736'THE STATION IS LOCATED ALONG THE COAST LINE 20.0 MILES AIRLINE
 AV0736'EAST-SOUTHEAST OF GRAND CHENIER, 4.0 MILES SOUTHEAST OF
 AV0736'JOSEPH HARBOR AND NEAR THE MOUTH, ON THE NORTHWEST BANK,
 AV0736'OF LITTLE CONSTANCE BAYOU.
 AV0736'
 AV0736'THE STATION IS MARKED BY A STANDARD DISK WELDED TO THE TOP
 AV0736'OF A 3 INCH IRON PIPE 10 FEET IN LENGTH.  A 7 INCH, CONCRETE
 AV0736'FILLED, TILE ENCASES THE UPPER FOUR FEET OF THE PIPE.  THE
 AV0736'MARK IS 30 FEET WEST OF THE CREST OF BEACH LINE IN THE EDGE
 AV0736'OF BRUSH LINE.  THE MARK PROJECTS 14 INCHES.  THE DISK IS
 AV0736'STAMPED LITTLE 1955.
 AV0736'
 AV0736'REFERENCE MARK NO. 1, A STANDARD DISK WELDED TO THE TOP
 AV0736'OF A 3 INCH IRON PIPE 10 FEET IN LENGTH WITH A 7 INCH, CONCRETE
 AV0736'FILLED, TILE ENCASING THE UPPER FOUR FEET OF THE PIPE.  THE
 AV0736'MARK IS STAMPED LITTLE NO 1 1955 AND PROJECTS 12 INCHES.
 AV0736'
 AV0736'REFERENCE MARK NO. 2, A STANDARD DISK WELDED TO THE TOP OF
 AV0736'A 3 INCH IRON PIPE 10 FEET IN LENGTH WITH A 7 INCH, CONCRETE
 AV0736'FILLED, TILE ENCASING THE UPPER FOUR FEET OF THE PIPE.  THE
 AV0736'MARK IS 4 FEET NORTH OF A 4 BY 4 INCH WITNESS POST.  THE
 AV0736'DISK IS STAMPED LITTLE NO 2 1955 AND PROJECTS 12 INCHES.
 AV0736'
 AV0736'THE AZIMUTH MARK IS LOCATED ON THE CREST OF BEACH LINE 0.5
 AV0736'MILE WEST OF THE STATION.  THE MARK IS A STANDARD DISK WELDED
 AV0736'TO THE TOP OF A 3 INCH IRON PIPE 10 FEET IN LENGTH WITH THE
 AV0736'UPPER FOUR FEET ENCASED IN A 7 INCH, CONCRETE FILLED, TILE.
 AV0736'THE MARK IS STAMPED LITTLE 1955 AND PROJECTS 10 INCHES.
 AV0736'
 AV0736'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GRAND
 AV0736'CHENIER GO EAST ON OIL ROAD FOR 12.7 MILES TO THE ROCKEFELLER
 AV0736'FOUNDATION WILDLIFE REFUGE HEADQUARTERS ON RIGHT AND END
 AV0736'OF TRUCK TRAVEL.  BOATS WERE OBTAINED HERE THAT ARE OWNED
 AV0736'BY MR. SHELDON MILLER.  PROCEED BY BOAT SOUTHERLY OUT THE
 AV0736'HUMBLE CANAL APPROXIMATELY 6.0 MILES TO JOSEPH HARBOR.  A
 AV0736'JEEP WAS USED TO DRIVE ALONG THE BEACH EASTERLY FOR
 AV0736'APPROXIMATELY 4.0 MILES TO THE MOUTH OF LITTLE CONSTANCE BAYOU
 AV0736'AND STATION.  THE AZIMUTH MARK IS REACHED 0.5 MILE BEFORE
 AV0736'REACHING THE STATION.
 AV0736'
 AV0736'OBSERVATIONS WERE MADE FROM A 14 FOOT TOWER.
 AV0736
 AV0736                          STATION RECOVERY (1965)
 AV0736
 AV0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AV0736'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 AV0736'THE SHORELINE HAS ERODED BADLY HERE AND IT APPEARS THAT
 AV0736'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3093 ***********************************************************************
 CP3093  DESIGNATION -  LITTLE
 CP3093  PID         -  CP3093
 CP3093  STATE/COUNTY-  LA/MOREHOUSE
 CP3093  USGS QUAD   -  GOODWILL (1988)
 CP3093
 CP3093                         *CURRENT SURVEY CONTROL
 CP3093  ___________________________________________________________________
 CP3093* NAD 83(1992)-  32 46 19.84121(N)    091 37 22.15640(W)     ADJUSTED  
 CP3093* NAVD 88     -        28.7    (meters)      94.     (feet)  VERTCON   
 CP3093  ___________________________________________________________________
 CP3093  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP3093  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3093
 CP3093  HORZ ORDER  -  SECOND
 CP3093
 CP3093.The horizontal coordinates were established by classical geodetic methods
 CP3093.and adjusted by the National Geodetic Survey in January 1993..
 CP3093
 CP3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3093
 CP3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3093
 CP3093.The geoid height was determined by GEOID03.
 CP3093
 CP3093;                    North         East     Units Scale Factor Converg.
 CP3093;SPC LA N     -   252,270.852 1,082,186.425   MT  1.00002576   +0 27 49.6
 CP3093;SPC LA N     -   827,658.62  3,550,473.30   sFT  1.00002576   +0 27 49.6
 CP3093;UTM  15      - 3,626,870.250   628,985.101   MT  0.99980515   +0 44 44.1
 CP3093
 CP3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3093!SPC LA N     -   0.99999956  x   1.00002576  =   1.00002532
 CP3093!UTM  15      -   0.99999956  x   0.99980515  =   0.99980471
 CP3093
 CP3093:                Primary Azimuth Mark                     Grid Az
 CP3093:SPC LA N     -  LITTLE AZ MK                             098 35 03.2
 CP3093:UTM  15      -  LITTLE AZ MK                             098 18 08.7
 CP3093
 CP3093|---------------------------------------------------------------------|
 CP3093| PID    Reference Object                     Distance      Geod. Az  |
 CP3093|                                                           dddmmss.s |
 CP3093| CP3102 LITTLE AZ MK                        459.679 METERS 0990252.8 |
 CP3093| CP3368 LITTLE RM 1                          67.719 METERS 13351     |
 CP3093| CP3367 LITTLE RM 2                          45.817 METERS 24221     |
 CP3093|---------------------------------------------------------------------|
 CP3093
 CP3093                          SUPERSEDED SURVEY CONTROL
 CP3093
 CP3093  NAD 83(1986)-  32 46 19.85309(N)    091 37 22.14974(W) AD(       ) 2
 CP3093  NAD 27      -  32 46 19.37131(N)    091 37 21.71095(W) AD(       ) 2
 CP3093  NGVD 29 (07/19/86)   28.8    (m)           94.     (f) VERT ANG       
 CP3093
 CP3093.Superseded values are not recommended for survey control.
 CP3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3093.See file dsdata.txt to determine how the superseded data were derived.
 CP3093
 CP3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2898526870(NAD 83)
 CP3093_MARKER: DS = TRIANGULATION STATION DISK
 CP3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3093
 CP3093  HISTORY     - Date     Condition        Report By
 CP3093  HISTORY     - 1970     MONUMENTED       NGS
 CP3093  HISTORY     - 1973     GOOD             DMA
 CP3093  HISTORY     - 1976     GOOD             NGS
 CP3093  HISTORY     - 1976     GOOD             LADTD
 CP3093
 CP3093                          STATION DESCRIPTION
 CP3093
 CP3093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3093'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF TWIN
 CP3093'OAKS, 12 MILES WEST-SOUTHWEST OF FOREST, 9-1/2 MILES EAST OF
 CP3093'MER ROUGE, 3-1/2 MILES EAST-SOUTHEAST OF GOODWILL AND 1-1/2
 CP3093'MILES WEST OF THE BOEUF RIVER.  IT IS IN THE SOUTHWEST CORNER
 CP3093'OF SECTION 26, T 21 N, R 8 E, AND ON PROPERTY OWNED BY MR.
 CP3093'C.H. COSTELLO, ROUTE 2, OAK GROVE, LOUISIANA.
 CP3093'
 CP3093'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2,133,138
 CP3093'AND U.S. HIGHWAY 165 AT THE EAST EDGE OF MER ROUGE, GO EAST ON STATE
 CP3093'HIGHWAY 2 FOR 9.75 MILE TO THE STATION ON THE LEFT, NORTH SIDE OF
 CP3093'HIGHWAY.  CONTINUE EAST ON STATE HIGHWAY 2 FOR 0.3 MILE TO THE
 CP3093'AZIMUTH MARK ON THE RIGHT AT THE EAST END OF SMALL ROADSIDE PARK.
 CP3093'
 CP3093'STATION MARKS ARE STANDARD DISKS STAMPED LITTLE 1970.  THE
 CP3093'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3093'CONCRETE MONUMENT THAT IS SET 20 INCHES BELOW THE GROUND
 CP3093'SURFACE.  IT IS 254 FEET EAST OF THE CENTER OF ROAD THAT IS
 CP3093'ON THE TOP OF LAKE EMBANKMENT, 206.5 FEET NORTH OF THE
 CP3093'CENTERLINE OF HIGHWAY AND 150 FEET NORTHEAST OF AN UTILITY POLE
 CP3093'WITH METER ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP
 CP3093'OF AN IRREGULAR MASS OF CONCRETE 62 INCHES BELOW THE GROUND
 CP3093'SURFACE.
 CP3093'
 CP3093'REFERENCE MARK 1, A STANDARD DISK STAMPED LITTLE NO 1 1970,
 CP3093'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3093'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET NORTH OF THE
 CP3093'CENTERLINE OF HIGHWAY AND 1.4 FEET WEST OF POWERLINE POLE.
 CP3093'
 CP3093'REFERENCE MARK 2, A STANDARD DISK STAMPED LITTLE NO 2 1970,
 CP3093'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3093'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 136 FEET NORTH OF
 CP3093'THE CENTERLINE OF HIGHWAY, 127.5 FEET EAST OF THE CENTER OF
 CP3093'ROAD THAT IS ON THE TOP OF LAKE EMBANKMENT AND 1.5 FEET NORTHWEST
 CP3093'OF AN UTLITY POLE WITH METER ATTACHED.
 CP3093'
 CP3093'AZIMUTH MARK, A STANDARD DISK STAMPED LITTLE 1970, IS SET IN
 CP3093'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3093'FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET SOUTH OF THE
 CP3093'CENTERLINE OF HIGHWAY, 16.5 FEET NORTH OF A 5 INCH ELM TREE,
 CP3093'13.5 FEET SOUTHEAST OF GUARD POST AND 13 FEET NORTHEAST OF A
 CP3093'30 INCH OAK TREE.
 CP3093'
 CP3093'NO MEASUREMENTS MADE BETWEEN RM 1 AND RM 2 DUE TO CROP DAMAGE.
 CP3093'
 CP3093'HEIGHT OF LIGHT ABOVE STATION MARK 34.9 METERS.
 CP3093
 CP3093                          STATION RECOVERY (1973)
 CP3093
 CP3093'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3093'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ROUTE
 CP3093'DESCRIPTION IS ADEQUATE.
 CP3093
 CP3093                          STATION RECOVERY (1976)
 CP3093
 CP3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 CP3093'(NO MEASUREMENT BETWEEN REFERENCE MARKS, HOUSE TRAILER ON LINE.)
 CP3093'
 CP3093'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 CP3093'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 CP3093'
 CP3093'THE 1970 DESCRIPTION IS ADEQUATE TO FIND THE MARKS.
 CP3093'
 CP3093'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP3093'
 CP3093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3093'3-1/2 MILES WEST-SOUTHWEST OF GOODWILL.
 CP3093
 CP3093                          STATION RECOVERY (1976)
 CP3093
 CP3093'RECOVERY NOTE BY LA TRANSP AND DEV 1976 (LB)
 CP3093'LITTLE GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2904 ***********************************************************************
 AU2904  DESIGNATION -  LITTLE
 AU2904  PID         -  AU2904
 AU2904  STATE/COUNTY-  LA/LAFOURCHE
 AU2904  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2904
 AU2904                         *CURRENT SURVEY CONTROL
 AU2904  ___________________________________________________________________
 AU2904* NAD 83(1992)-  29 27 23.68578(N)    090 06 33.14220(W)     ADJUSTED  
 AU2904* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2904  **This station is located in a subsidence area (see below).
 AU2904  ___________________________________________________________________
 AU2904  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU2904  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AU2904
 AU2904  HORZ ORDER  -  SECOND
 AU2904
 AU2904.The horizontal coordinates were established by classical geodetic methods
 AU2904.and adjusted by the National Geodetic Survey in January 1993..
 AU2904
 AU2904 ** The orthometric height has not been validated since last determined
 AU2904 ** by differential leveling and should not be used for control purposes.
 AU2904 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2904 ** area with valid NAVD 88 orthometric heights.
 AU2904 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2904 ** epoch indicated which incorporates improved geoid heights for the
 AU2904 ** Southern Louisiana Subsidence area.
 AU2904 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2904.The orthometric height was scaled from a topographic map.
 AU2904
 AU2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2904
 AU2904.The geoid height was determined by GEOID03.
 AU2904
 AU2904;                    North         East     Units Scale Factor Converg.
 AU2904;SPC LA S     -   106,667.225 1,118,743.910   MT  0.99997055   +0 36 43.5
 AU2904;SPC LA S     -   349,957.39  3,670,412.31   sFT  0.99997055   +0 36 43.5
 AU2904;UTM  15      - 3,262,052.595   780,378.726   MT  1.00057012   +1 25 21.1
 AU2904
 AU2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2904!SPC LA S     -   1.00000387  x   0.99997055  =   0.99997442
 AU2904!UTM  15      -   1.00000387  x   1.00057012  =   1.00057399
 AU2904
 AU2904:                Primary Azimuth Mark                     Grid Az
 AU2904:SPC LA S     -  DEN                                      021 41 23.4
 AU2904:UTM  15      -  DEN                                      020 52 45.8
 AU2904
 AU2904|---------------------------------------------------------------------|
 AU2904| PID    Reference Object                     Distance      Geod. Az  |
 AU2904|                                                           dddmmss.s |
 AU2904| AU2821 DEN                                 APPROX. 6.8 KM 0221806.9 |
 AU2904| DD7357 LITTLE RM 1                          22.502 METERS 08039     |
 AU2904| AT1237 BAYOU ST DENIS N ENTRANCE LT        APPROX.13.3 KM 0931156.7 |
 AU2904| AT1238 BAYOU ST DENIS S ENTRANCE LT        APPROX.14.7 KM 0970638.1 |
 AU2904| DD7358 LITTLE RM 2                          21.411 METERS 18027     |
 AU2904| AU2940 BRUSLE                              APPROX. 6.3 KM 3085433.9 |
 AU2904|---------------------------------------------------------------------|
 AU2904
 AU2904                          SUPERSEDED SURVEY CONTROL
 AU2904
 AU2904  NAD 83(1986)-  29 27 23.70065(N)    090 06 33.14896(W) AD(       ) 2
 AU2904  NAD 27      -  29 27 22.91000(N)    090 06 32.88100(W) AD(       ) 2
 AU2904
 AU2904.Superseded values are not recommended for survey control.
 AU2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2904.See file dsdata.txt to determine how the superseded data were derived.
 AU2904
 AU2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8037962053(NAD 83)
 AU2904_MARKER: DS = TRIANGULATION STATION DISK
 AU2904_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2904_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2904
 AU2904  HISTORY     - Date     Condition        Report By
 AU2904  HISTORY     - 1934     MONUMENTED       CGS
 AU2904  HISTORY     - 1952     GOOD             CGS
 AU2904
 AU2904                          STATION DESCRIPTION
 AU2904
 AU2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2904'AT THE SOUTHERN END OF LITTLE LAKE ON THE EASTERN SHORE OF
 AU2904'COFFEE BAYOU ABOUT 80 METERS (262 FEET) FROM THE ENTRANCE
 AU2904'OF THE BAYOU INTO LITTLE LAKE AND ABOUT 40 METERS (131 FEET)
 AU2904'FROM THE HIGH-WATER MARK OF COFFEE BAYOU.  STATION AND REFERENCE
 AU2904'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AT THE CENTER
 AU2904'OF TOP OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE TO
 AU2904'THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2904'REFERENCE MARK NO. 1 IS 22.502 METERS (73.83 FEET) FROM THE
 AU2904'STATION N 80 DEG 39 MIN E.  REFERENCE MARK
 AU2904'NO. 2 IS 21.411 METERS (70.25 FEET) FROM THE STATION
 AU2904'S 0 DEG 27 MIN W.  THE DISTANCE BETWEEN THE
 AU2904'REFERENCE MARKS IS 33.628 METERS (110.33 FEET).
 AU2904
 AU2904                          STATION RECOVERY (1952)
 AU2904
 AU2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2904'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2904'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE SHORELINE
 AU2904'HAS ERODED UNTIL THE STATION IS AT THE MOUTH OF COFFEE BAYOU.
 AU2904'THE NEAREST APPARENT SHORELINE IS NOW 59 FT. N 26 DEG W
 AU2904'(MAGNETIC).  THE STATION IS 2 FT. S OF A 4- BY 4-IN. WOODEN
 AU2904'WITNESS POST.  AT THE TIME THAT THE STATION WAS VISITED, THERE
 AU2904'WAS A 10-FT. STAND IN PLACE OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3102 ***********************************************************************
 CP3102  DESIGNATION -  LITTLE AZ MK
 CP3102  PID         -  CP3102
 CP3102  STATE/COUNTY-  LA/MOREHOUSE
 CP3102  USGS QUAD   -  GOODWILL (1988)
 CP3102
 CP3102                         *CURRENT SURVEY CONTROL
 CP3102  ___________________________________________________________________
 CP3102* NAD 83(1992)-  32 46 17.49423(N)    091 37 04.71384(W)     ADJUSTED  
 CP3102* NAVD 88     -        28.730  (meters)      94.26   (feet)  ADJUSTED  
 CP3102  ___________________________________________________________________
 CP3102  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP3102  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3102  DYNAMIC HT  -          28.699 (meters)      94.16  (feet)  COMP
 CP3102  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 CP3102
 CP3102  HORZ ORDER  -  SECOND
 CP3102  VERT ORDER  -  SECOND    CLASS I
 CP3102
 CP3102.The horizontal coordinates were established by classical geodetic methods
 CP3102.and adjusted by the National Geodetic Survey in January 1993..
 CP3102
 CP3102.The orthometric height was determined by differential leveling
 CP3102.and adjusted by the National Geodetic Survey in July 1998..
 CP3102
 CP3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3102
 CP3102.The geoid height was determined by GEOID03.
 CP3102
 CP3102.The dynamic height is computed by dividing the NAVD 88
 CP3102.geopotential number by the normal gravity value computed on the
 CP3102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3102.degrees latitude (g = 980.6199 gals.).
 CP3102
 CP3102.The modeled gravity was interpolated from observed gravity values.
 CP3102
 CP3102;                    North         East     Units Scale Factor Converg.
 CP3102;SPC LA N     -   252,202.237 1,082,640.965   MT  1.00002559   +0 27 58.8
 CP3102;SPC LA N     -   827,433.51  3,551,964.57   sFT  1.00002559   +0 27 58.8
 CP3102;UTM  15      - 3,626,803.886   629,439.874   MT  0.99980659   +0 44 53.4
 CP3102
 CP3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3102!SPC LA N     -   0.99999956  x   1.00002559  =   1.00002515
 CP3102!UTM  15      -   0.99999956  x   0.99980659  =   0.99980615
 CP3102
 CP3102:                Primary Azimuth Mark                     Grid Az
 CP3102:SPC LA N     -  LITTLE                                   278 35 03.4
 CP3102:UTM  15      -  LITTLE                                   278 18 08.8
 CP3102
 CP3102|---------------------------------------------------------------------|
 CP3102| PID    Reference Object                     Distance      Geod. Az  |
 CP3102|                                                           dddmmss.s |
 CP3102| CP3093 LITTLE                              459.679 METERS 2790302.2 |
 CP3102|---------------------------------------------------------------------|
 CP3102
 CP3102                          SUPERSEDED SURVEY CONTROL
 CP3102
 CP3102  NAD 83(1986)-  32 46 17.50609(N)    091 37 04.70702(W) AD(       ) 2
 CP3102  NAD 27      -  32 46 17.02437(N)    091 37 04.26909(W) AD(       ) 2
 CP3102  NGVD 29 (07/19/86)   28.6    (m)           94.     (f) VERT ANG       
 CP3102
 CP3102.Superseded values are not recommended for survey control.
 CP3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3102.See file dsdata.txt to determine how the superseded data were derived.
 CP3102
 CP3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2944026804(NAD 83)
 CP3102_MARKER: DZ = AZIMUTH MARK DISK
 CP3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3102_SP_SET: CONCRETE POST
 CP3102_STAMPING: LITTLE 1970
 CP3102_MARK LOGO: NGS   
 CP3102_PROJECTION: FLUSH
 CP3102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3102+STABILITY: SURFACE MOTION
 CP3102
 CP3102  HISTORY     - Date     Condition        Report By
 CP3102  HISTORY     - UNK      MONUMENTED
 CP3102  HISTORY     - 1976     GOOD             LADTD
 CP3102  HISTORY     - 1986     GOOD             LADTD
 CP3102
 CP3102                          STATION DESCRIPTION
 CP3102
 CP3102'DESCRIBED BY LA TRANSP AND DEV 1976 (RT)
 CP3102'THE AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION.  THE MARK WAS
 CP3102'USED IN A TRAVERSE AT THIS TIME.
 CP3102'
 CP3102'THE 1970 DESCRIPTION IS ADEQUATE TO FIND THE MARK.
 CP3102'
 CP3102'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP3102'
 CP3102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3102'3 MILES WEST-SOUTHWEST OF GOODWILL.
 CP3102
 CP3102                          STATION RECOVERY (1986)
 CP3102
 CP3102'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3102'ABOUT 28.9 KM (18 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3102'BASTROP TO THE AZIMUTH MARK ON THE SOUTH SIDE OF THE HIGHWAY SET NEAR
 CP3102'A SMALL ROADSIDE REST AREA, 14.3 METERS (47 FEET) SOUTH OF THE
 CP3102'CENTERLINE OF THE HIGHWAY, 5 METERS (16.5 FEET) NORTH OF A 6-INCH ELM
 CP3102'TREE, 4.1 METERS (13.5 FEET) SOUTHEAST OF A GUARD POST AND 4 METERS
 CP3102'(13 FEET) NORTHEAST OF A 30-INCH OAK TREE.
 CP3102'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2418 ***********************************************************************
 AU2418  DESIGNATION -  LITTLE PIGEON 1935
 AU2418  PID         -  AU2418
 AU2418  STATE/COUNTY-  LA/IBERIA
 AU2418  USGS QUAD   -  CENTERVILLE NW (1980)
 AU2418
 AU2418                         *CURRENT SURVEY CONTROL
 AU2418  ___________________________________________________________________
 AU2418* NAD 83(1992)-  29 59 28.77254(N)    091 25 54.13296(W)     ADJUSTED  
 AU2418* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AU2418  ___________________________________________________________________
 AU2418  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AU2418  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AU2418
 AU2418  HORZ ORDER  -  SECOND
 AU2418
 AU2418.The horizontal coordinates were established by classical geodetic methods
 AU2418.and adjusted by the National Geodetic Survey in January 1993..
 AU2418
 AU2418.The orthometric height was scaled from a topographic map.
 AU2418
 AU2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2418
 AU2418.The geoid height was determined by GEOID03.
 AU2418
 AU2418;                    North         East     Units Scale Factor Converg.
 AU2418;SPC LA S     -   165,308.992   990,508.499   MT  0.99992576   -0 02 57.1
 AU2418;SPC LA S     -   542,351.25  3,249,693.30   sFT  0.99992576   -0 02 57.1
 AU2418;UTM  15      - 3,318,859.278   651,281.232   MT  0.99988236   +0 47 02.7
 AU2418
 AU2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2418!SPC LA S     -   1.00000340  x   0.99992576  =   0.99992916
 AU2418!UTM  15      -   1.00000340  x   0.99988236  =   0.99988576
 AU2418
 AU2418                          SUPERSEDED SURVEY CONTROL
 AU2418
 AU2418  NAD 83(1986)-  29 59 28.79182(N)    091 25 54.12923(W) AD(       ) 2
 AU2418  NAD 27      -  29 59 28.06808(N)    091 25 53.72908(W) AD(       ) 2
 AU2418
 AU2418.Superseded values are not recommended for survey control.
 AU2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2418.See file dsdata.txt to determine how the superseded data were derived.
 AU2418
 AU2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5128118859(NAD 83)
 AU2418_MARKER: Z = SEE DESCRIPTION
 AU2418_SETTING: 0 = UNSPECIFIED SETTING
 AU2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2418
 AU2418  HISTORY     - Date     Condition        Report By
 AU2418  HISTORY     - 1935     MONUMENTED       CGS
 AU2418
 AU2418                          STATION DESCRIPTION
 AU2418
 AU2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2418'ABOUT 0.2 MILE E OF THE MOUTH OF LITTLE PIGEON BAYOU WHICH IS ON THE
 AU2418'E SHORE OF THE NORTHERN PART OF GRAND LAKE ABOUT 3-1/2 MILES SE
 AU2418'OF THE SOUTHERN END OF HOG ISLAND, AND ON THE SW BANK OF THE BAYOU
 AU2418'ABOUT 100 YARDS S OF THE FIRST BEND IN THE BAYOU ABOVE ITS MOUTH.
 AU2418'THE POINT OF OBSERVATION WAS A LANTERN HUNG FROM THE TOP OF A
 AU2418'120-FOOT MAST MOUNTED ON A BARGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3368 ***********************************************************************
 CP3368  DESIGNATION -  LITTLE RM 1
 CP3368  PID         -  CP3368
 CP3368  STATE/COUNTY-  LA/MOREHOUSE
 CP3368  USGS QUAD   -  GOODWILL (1988)
 CP3368
 CP3368                         *CURRENT SURVEY CONTROL
 CP3368  ___________________________________________________________________
 CP3368* NAD 83(1986)-  32 46 17.     (N)    091 37 19.     (W)     SCALED    
 CP3368* NAVD 88     -        28.048  (meters)      92.02   (feet)  ADJUSTED  
 CP3368  ___________________________________________________________________
 CP3368  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3368  DYNAMIC HT  -          28.017 (meters)      91.92  (feet)  COMP
 CP3368  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CP3368
 CP3368  VERT ORDER  -  SECOND    CLASS I
 CP3368
 CP3368.The horizontal coordinates were scaled from a topographic map and have
 CP3368.an estimated accuracy of +/- 6 seconds.
 CP3368
 CP3368.The orthometric height was determined by differential leveling
 CP3368.and adjusted by the National Geodetic Survey in July 1998..
 CP3368
 CP3368.The geoid height was determined by GEOID03.
 CP3368
 CP3368.The dynamic height is computed by dividing the NAVD 88
 CP3368.geopotential number by the normal gravity value computed on the
 CP3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3368.degrees latitude (g = 980.6199 gals.).
 CP3368
 CP3368.The modeled gravity was interpolated from observed gravity values.
 CP3368
 CP3368;                    North         East    Units  Estimated Accuracy
 CP3368;SPC LA N     -   252,180.    1,082,270.      MT  (+/- 180 meters Scaled)
 CP3368
 CP3368                          SUPERSEDED SURVEY CONTROL
 CP3368
 CP3368.No superseded survey control is available for this station.
 CP3368
 CP3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS290267(NAD 83)
 CP3368_MARKER: DR = REFERENCE MARK DISK
 CP3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3368_SP_SET: CONCRETE POST
 CP3368_STAMPING: LITTLE NO 1 1970
 CP3368_MARK LOGO: NGS   
 CP3368_PROJECTION: FLUSH
 CP3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3368+STABILITY: SURFACE MOTION
 CP3368
 CP3368  HISTORY     - Date     Condition        Report By
 CP3368  HISTORY     - 1970     MONUMENTED       NGS
 CP3368  HISTORY     - 1986     GOOD             LADTD
 CP3368
 CP3368                          STATION DESCRIPTION
 CP3368
 CP3368'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3368'28.5 KM (17.7 MI) EAST FROM BASTROP.
 CP3368'ABOUT 28.5 KM (17.7 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3368'BASTROP TO THE REFERENCE MARK ON THE NORTH SIDE OF THE HIGHWAY, 15.2
 CP3368'METERS (50 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.4 METER
 CP3368'(1.4 FEET) WEST OF A POWERLINE POLE.
 CP3368'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3367 ***********************************************************************
 CP3367  DESIGNATION -  LITTLE RM 2
 CP3367  PID         -  CP3367
 CP3367  STATE/COUNTY-  LA/MOREHOUSE
 CP3367  USGS QUAD   -  GOODWILL (1988)
 CP3367
 CP3367                         *CURRENT SURVEY CONTROL
 CP3367  ___________________________________________________________________
 CP3367* NAD 83(1986)-  32 46 19.     (N)    091 37 21.     (W)     SCALED    
 CP3367* NAVD 88     -        29.108  (meters)      95.50   (feet)  ADJUSTED  
 CP3367  ___________________________________________________________________
 CP3367  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3367  DYNAMIC HT  -          29.077 (meters)      95.40  (feet)  COMP
 CP3367  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CP3367
 CP3367  VERT ORDER  -  SECOND    CLASS I
 CP3367
 CP3367.The horizontal coordinates were scaled from a topographic map and have
 CP3367.an estimated accuracy of +/- 6 seconds.
 CP3367
 CP3367.The orthometric height was determined by differential leveling
 CP3367.and adjusted by the National Geodetic Survey in July 1998..
 CP3367
 CP3367.The geoid height was determined by GEOID03.
 CP3367
 CP3367.The dynamic height is computed by dividing the NAVD 88
 CP3367.geopotential number by the normal gravity value computed on the
 CP3367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3367.degrees latitude (g = 980.6199 gals.).
 CP3367
 CP3367.The modeled gravity was interpolated from observed gravity values.
 CP3367
 CP3367;                    North         East    Units  Estimated Accuracy
 CP3367;SPC LA N     -   252,250.    1,082,220.      MT  (+/- 180 meters Scaled)
 CP3367
 CP3367                          SUPERSEDED SURVEY CONTROL
 CP3367
 CP3367.No superseded survey control is available for this station.
 CP3367
 CP3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS290268(NAD 83)
 CP3367_MARKER: DR = REFERENCE MARK DISK
 CP3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3367_SP_SET: CONCRETE POST
 CP3367_STAMPING: LITTLE NO 2 1970
 CP3367_MARK LOGO: NGS   
 CP3367_PROJECTION: FLUSH
 CP3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3367+STABILITY: SURFACE MOTION
 CP3367
 CP3367  HISTORY     - Date     Condition        Report By
 CP3367  HISTORY     - 1970     MONUMENTED       NGS
 CP3367  HISTORY     - 1986     GOOD             LADTD
 CP3367
 CP3367                          STATION DESCRIPTION
 CP3367
 CP3367'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3367'28.4 KM (17.7 MI) EAST FROM BASTROP.
 CP3367'ABOUT 28.4 KM (17.7 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3367'BASTROP RO THE REFERENCE MARK ON THE NORTH SIDE OF THE HIGHWAY, 41.5
 CP3367'METERS (136 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.5
 CP3367'METER (1.5 FEET) NORTHWEST OF A UTILITY POLE WITH A METER ATTACHED.
 CP3367'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2436 ***********************************************************************
 BJ2436  DESIGNATION -  LITTLE TENSAS BOLT
 BJ2436  PID         -  BJ2436
 BJ2436  STATE/COUNTY-  LA/ST MARTIN
 BJ2436  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2436
 BJ2436                         *CURRENT SURVEY CONTROL
 BJ2436  ___________________________________________________________________
 BJ2436* NAD 83(1986)-  30 14 21.     (N)    091 31 33.     (W)     SCALED    
 BJ2436* NAVD 88     -         3.66   (+/-2cm)      12.0    (feet)  VERTCON   
 BJ2436  ___________________________________________________________________
 BJ2436  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2436
 BJ2436  VERT ORDER  -  ? (See Below)
 BJ2436
 BJ2436.The horizontal coordinates were scaled from a topographic map and have
 BJ2436.an estimated accuracy of +/- 6 seconds.
 BJ2436
 BJ2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2436.The vertical order pertains to the NGVD 29 superseded value.
 BJ2436
 BJ2436.The geoid height was determined by GEOID03.
 BJ2436
 BJ2436;                    North         East    Units  Estimated Accuracy
 BJ2436;SPC LA S     -   192,790.      981,470.      MT  (+/- 180 meters Scaled)
 BJ2436
 BJ2436                          SUPERSEDED SURVEY CONTROL
 BJ2436
 BJ2436  NGVD 29 (??/??/??)    3.680  (m)           12.07   (f) ADJUSTED    ?  
 BJ2436
 BJ2436.Superseded values are not recommended for survey control.
 BJ2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2436.See file dsdata.txt to determine how the superseded data were derived.
 BJ2436
 BJ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP418462(NAD 83)
 BJ2436_MARKER: B = BOLT
 BJ2436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2436
 BJ2436  HISTORY     - Date     Condition        Report By
 BJ2436  HISTORY     - UNK      MONUMENTED       DOD
 BJ2436  HISTORY     - 1933     GOOD             DOD
 BJ2436
 BJ2436                          STATION DESCRIPTION
 BJ2436
 BJ2436'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2436'12.8 MI SE FROM BUTTE LA ROSE.
 BJ2436'12.8 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2436'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT THE
 BJ2436'CONFLUENCE OF THE RIVER AND LITTLE TENSAS BAYOU, IN IRREGULAR SEC. 25,
 BJ2436'T. 9 S., R. 9E., IN A THICKLY WOODED THICKET, 271 FEET SOUTH OF THE
 BJ2436'RIVER BANK, ABOUT 260 FEET EAST OF THE EAST BANK OF THE FIRST SMALL
 BJ2436'BAYOU WEST OF LITTLE TENSAS BAYOU, 107 FEET WEST OF THE WEST BANK OF
 BJ2436'LITTLE TENSAS BAYOU, 58.6 FEET NORTHWEST OF P.B.M. 29 (U.S.E.),
 BJ2436'DESCRIBED BELOW, 75 FEET NORTHWEST OF A SQUARE-BLAZED 10-INCH WHITE
 BJ2436'OAK TREE, 19.6 FEET EAST OF A SQUARE-BLAZED 5-INCH SYCAMORE TREE, 15
 BJ2436'FEET NORTH OF A SQUARE-BLAZED 2-INCH WILLOW TREE, AND 12 FEET
 BJ2436'SOUTHEAST OF A SQUARE-BLAZED 6-INCH COTTONWOOD TREE.  A COPPER BOLT,
 BJ2436'SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ2436'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND
 BJ2436'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2437 ***********************************************************************
 BJ2437  DESIGNATION -  LITTLE TENSAS CAP
 BJ2437  PID         -  BJ2437
 BJ2437  STATE/COUNTY-  LA/ST MARTIN
 BJ2437  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2437
 BJ2437                         *CURRENT SURVEY CONTROL
 BJ2437  ___________________________________________________________________
 BJ2437* NAD 83(1986)-  30 14 21.     (N)    091 31 33.     (W)     SCALED    
 BJ2437* NAVD 88     -         4.89   (+/-2cm)      16.0    (feet)  VERTCON   
 BJ2437  ___________________________________________________________________
 BJ2437  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2437
 BJ2437  VERT ORDER  -  ? (See Below)
 BJ2437
 BJ2437.The horizontal coordinates were scaled from a topographic map and have
 BJ2437.an estimated accuracy of +/- 6 seconds.
 BJ2437
 BJ2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2437.The vertical order pertains to the NGVD 29 superseded value.
 BJ2437
 BJ2437.The geoid height was determined by GEOID03.
 BJ2437
 BJ2437;                    North         East    Units  Estimated Accuracy
 BJ2437;SPC LA S     -   192,790.      981,470.      MT  (+/- 180 meters Scaled)
 BJ2437
 BJ2437                          SUPERSEDED SURVEY CONTROL
 BJ2437
 BJ2437  NGVD 29 (??/??/??)    4.908  (m)           16.10   (f) ADJUSTED    ?  
 BJ2437
 BJ2437.Superseded values are not recommended for survey control.
 BJ2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2437.See file dsdata.txt to determine how the superseded data were derived.
 BJ2437
 BJ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP418462(NAD 83)
 BJ2437_MARKER: B = BOLT
 BJ2437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2437
 BJ2437  HISTORY     - Date     Condition        Report By
 BJ2437  HISTORY     - UNK      MONUMENTED       DOD
 BJ2437  HISTORY     - 1933     GOOD             DOD
 BJ2437
 BJ2437                          STATION DESCRIPTION
 BJ2437
 BJ2437'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2437'12.8 MI SE FROM BUTTE LA ROSE.
 BJ2437'12.8 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2437'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, AT THE
 BJ2437'CONFLUENCE OF THE RIVER AND LITTLE TENSAS BAYOU, IN IRREGULAR SEC. 25,
 BJ2437'T. 9 S., R. 9E., IN A THICKLY WOODED THICKET, 271 FEET SOUTH OF THE
 BJ2437'RIVER BANK, ABOUT 260 FEET EAST OF THE EAST BANK OF THE FIRST SMALL
 BJ2437'BAYOU WEST OF LITTLE TENSAS BAYOU, 107 FEET WEST OF THE WEST BANK OF
 BJ2437'LITTLE TENSAS BAYOU, 58.6 FEET NORTHWEST OF P.B.M. 29 (U.S.E.),
 BJ2437'DESCRIBED BELOW, 75 FEET NORTHWEST OF A SQUARE-BLAZED 10-INCH WHITE
 BJ2437'OAK TREE, 19.6 FEET EAST OF A SQUARE-BLAZED 5-INCH SYCAMORE TREE, 15
 BJ2437'FEET NORTH OF A SQUARE-BLAZED 2-INCH WILLOW TREE, AND 12 FEET
 BJ2437'SOUTHEAST OF A SQUARE-BLAZED 6-INCH COTTONWOOD TREE.  A COPPER BOLT,
 BJ2437'SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ2437'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND
 BJ2437'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5122 ***********************************************************************
 BJ5122  DESIGNATION -  LITTLE TENSAS USE 1935
 BJ5122  PID         -  BJ5122
 BJ5122  STATE/COUNTY-  LA/ST MARTIN
 BJ5122  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ5122
 BJ5122                         *CURRENT SURVEY CONTROL
 BJ5122  ___________________________________________________________________
 BJ5122* NAD 83(1992)-  30 14 19.73936(N)    091 31 34.86887(W)     ADJUSTED  
 BJ5122* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BJ5122  ___________________________________________________________________
 BJ5122  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ5122  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ5122
 BJ5122  HORZ ORDER  -  SECOND
 BJ5122
 BJ5122.The horizontal coordinates were established by classical geodetic methods
 BJ5122.and adjusted by the National Geodetic Survey in January 1993..
 BJ5122
 BJ5122.The orthometric height was scaled from a topographic map.
 BJ5122
 BJ5122.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5122
 BJ5122.The geoid height was determined by GEOID03.
 BJ5122
 BJ5122;                    North         East     Units Scale Factor Converg.
 BJ5122;SPC LA S     -   192,754.041   981,422.285   MT  0.99993433   -0 05 47.4
 BJ5122;SPC LA S     -   632,393.88  3,219,882.95   sFT  0.99993433   -0 05 47.4
 BJ5122;UTM  15      - 3,346,167.086   641,796.111   MT  0.99984805   +0 44 32.1
 BJ5122
 BJ5122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5122!SPC LA S     -   1.00000398  x   0.99993433  =   0.99993831
 BJ5122!UTM  15      -   1.00000398  x   0.99984805  =   0.99985203
 BJ5122
 BJ5122                          SUPERSEDED SURVEY CONTROL
 BJ5122
 BJ5122  NAD 83(1986)-  30 14 19.75872(N)    091 31 34.86530(W) AD(       ) 2
 BJ5122  NAD 27      -  30 14 19.04501(N)    091 31 34.45616(W) AD(       ) 2
 BJ5122
 BJ5122.Superseded values are not recommended for survey control.
 BJ5122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5122.See file dsdata.txt to determine how the superseded data were derived.
 BJ5122
 BJ5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4179646167(NAD 83)
 BJ5122_MARKER: DD = SURVEY DISK
 BJ5122_SETTING: 0 = UNSPECIFIED SETTING
 BJ5122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5122
 BJ5122  HISTORY     - Date     Condition        Report By
 BJ5122  HISTORY     - 1935     MONUMENTED       USE
 BJ5122  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5122  HISTORY     - 1971     SEE DESCRIPTION  USGS
 BJ5122
 BJ5122                          STATION DESCRIPTION
 BJ5122
 BJ5122'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BJ5122'ABOUT 6-1/2 MILES W BY N OF THE LEVEE BLOCK IN THE GRAND RIVER,
 BJ5122'ABOUT 2-1/2 MILES N OF THE JUNCTION OF LITTLE TENSAS BAYOU
 BJ5122'WITH LAKE MONGOULOIS, ABOUT 1 MILE E OF THE NW END OF
 BJ5122'COWPEN-LITTLE TENSAS CUT, ABOUT 1 MILE N OF THE JUNCTION OF
 BJ5122'THE CUT WITH LITTLE TENSAS BAYOU, NEAR THE JUNCTION OF THE UPPER
 BJ5122'GRAND RIVER WITH LITTLE TENSAS BAYOU, ON THE W BANK OF THE
 BJ5122'LITTLE TENSAS RIVER ABOUT 500 FEET FROM ITS MOUTH, ABOUT
 BJ5122'60 FEET NE OF A 16-INCH COTTONWOOD TREE, AND 6 FEET SE OF
 BJ5122'AN 18-INCH WILLOW TREE.  THE STATION IS MARKED BY A 6-INCH
 BJ5122'STEEL PIPE WITH A COPPER NAME PLATE ON WHICH IS STAMPED U.S.
 BJ5122'ENGINEERING DEPARTMENT AND P.L. 3.  THE PIPE PROJECTS
 BJ5122'ABOUT 18 INCHES ABOVE THE GROUND.
 BJ5122
 BJ5122                          STATION RECOVERY (1957)
 BJ5122
 BJ5122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5122'THE STATION WAS NOT RECOVERED.  THE AREA HAS SILTED OVER AND
 BJ5122'COVERED THE STATION MARK.  THE PUBLISHED DESCRIPTION IS
 BJ5122'INADEQUATE FOR RECOVERY OF THE STATION.
 BJ5122
 BJ5122                          STATION RECOVERY (1971)
 BJ5122
 BJ5122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 BJ5122'RECOVERED BY CORP OF ENGINEERS 06-22-65, POSITION NOW MARKED
 BJ5122'BY 6 INCH IRON PIPE EXTENDING APPROXIMATELY 14 FEET ABOVE
 BJ5122'ORIGINAL MARK.  ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT
 BJ5122'STATION NOW APPROXIMATELY 100 FEET NORTH OF THE CAMP OF MR.
 BJ5122'ROBERT BRANNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3559 ***********************************************************************
 AU3559  TIDAL BM    -  This is a Tidal Bench Mark.
 AU3559  DESIGNATION -  LITTLER 2
 AU3559  PID         -  AU3559
 AU3559  STATE/COUNTY-  LA/TERREBONNE
 AU3559  USGS QUAD   -  COCODRIE (1994)
 AU3559
 AU3559                         *CURRENT SURVEY CONTROL
 AU3559  ___________________________________________________________________
 AU3559* NAD 83(1992)-  29 14 47.21373(N)    090 39 41.54005(W)     ADJUSTED  
 AU3559* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3559  **This station is located in a subsidence area (see below).
 AU3559  ___________________________________________________________________
 AU3559  X           -     -64,304.462 (meters)                     COMP
 AU3559  Y           -  -5,569,151.809 (meters)                     COMP
 AU3559  Z           -   3,097,751.886 (meters)                     COMP
 AU3559  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU3559  ELLIP HEIGHT-         -23.91  (meters)          (02/21/02) GPS OBS
 AU3559  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AU3559  DYNAMIC HT  -           0.7   (meters)       2.    (feet)  COMP
 AU3559  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 AU3559
 AU3559  HORZ ORDER  -  FIRST
 AU3559  VERT ORDER  -  THIRD (See Below)
 AU3559  ELLP ORDER  -  FIFTH     CLASS I
 AU3559
 AU3559.The horizontal coordinates were established by GPS observations
 AU3559.and adjusted by the National Geodetic Survey in December 1998..
 AU3559
 AU3559 ** The orthometric height has not been validated since last determined
 AU3559 ** by differential leveling and should not be used for control purposes.
 AU3559 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3559 ** area with valid NAVD 88 orthometric heights.
 AU3559 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3559 ** epoch indicated which incorporates improved geoid heights for the
 AU3559 ** Southern Louisiana Subsidence area.
 AU3559 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3559.The orthometric height was scaled from a topographic map.
 AU3559.The vertical order pertains to the first NAVD 88 superseded value.
 AU3559
 AU3559.This Tidal Bench Mark is designated as VM 15055
 AU3559.by the Center for Operational Oceanographic Products and Services.
 AU3559
 AU3559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3559
 AU3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3559
 AU3559.The ellipsoidal height was determined by GPS observations
 AU3559.and is referenced to NAD 83.
 AU3559
 AU3559.The geoid height was determined by GEOID03.
 AU3559
 AU3559.The dynamic height is computed by dividing the NAVD 88
 AU3559.geopotential number by the normal gravity value computed on the
 AU3559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3559.degrees latitude (g = 980.6199 gals.).
 AU3559
 AU3559.The modeled gravity was interpolated from observed gravity values.
 AU3559
 AU3559;                    North         East     Units Scale Factor Converg.
 AU3559;SPC LA S     -    82,933.351 1,065,303.434   MT  1.00001177   +0 20 09.3
 AU3559;SPC LA S     -   272,090.50  3,495,083.02   sFT  1.00001177   +0 20 09.3
 AU3559;UTM  15      - 3,237,557.060   727,256.792   MT  1.00023733   +1 08 34.7
 AU3559
 AU3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3559!SPC LA S     -   1.00000376  x   1.00001177  =   1.00001553
 AU3559!UTM  15      -   1.00000376  x   1.00023733  =   1.00024109
 AU3559
 AU3559|---------------------------------------------------------------------|
 AU3559| PID    Reference Object                     Distance      Geod. Az  |
 AU3559|                                                           dddmmss.s |
 AU3559| AH6342 LC 1 AZ MK                          237.465 METERS 00114     |
 AU3559|---------------------------------------------------------------------|
 AU3559
 AU3559                          SUPERSEDED SURVEY CONTROL
 AU3559
 AU3559  ELLIP H (12/17/98)  -23.96   (m)                       GP(       ) 4 2
 AU3559  NAVD 88 (12/17/98)    0.72   (m)            2.4    (f) LEVELING    3  
 AU3559
 AU3559.Superseded values are not recommended for survey control.
 AU3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3559.See file dsdata.txt to determine how the superseded data were derived.
 AU3559
 AU3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2725737557(NAD 83)
 AU3559_MARKER: I = METAL ROD
 AU3559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU3559_SP_SET: STAINLESS STEEL ROD
 AU3559_STAMPING: LITTLER 2 1993
 AU3559_MARK LOGO: LADTD 
 AU3559_PROJECTION: FLUSH
 AU3559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3559+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AU3559_ROD/PIPE-DEPTH: 28.9 meters
 AU3559
 AU3559  HISTORY     - Date     Condition        Report By
 AU3559  HISTORY     - 1993     MONUMENTED       LADTD
 AU3559  HISTORY     - 19950107 GOOD             MPHI
 AU3559  HISTORY     - 20060430 MARK NOT FOUND   NGS
 AU3559
 AU3559                          STATION DESCRIPTION
 AU3559
 AU3559'DESCRIBED BY LA TRANSP AND DEV 1993
 AU3559'THE STATION IS LOCATED ABOUT 25.0 MI (40.2 KM) SOUTH-SOUTHEAST OF
 AU3559'HOUMA, 14.0 MI (22.5 KM) SOUTHWEST OF CHAUVIN AND IN THE VILLAGE OF
 AU3559'COCODRIE, APPROXIMATELY 200 FT (61.0 M) EAST FROM THE SOUTH END OF
 AU3559'STATE HIGHWAY 56 SET BETWEEN A PARKING AREA AND A SHELL ROAD.
 AU3559'OWNERSHIP--LOUISIANA LAND AND EXPLORATION COMPANY, HOUMA, LA.  THE
 AU3559'STATION DISK IS CRIMPED TO A STAINLESS STEEL ROD ENCASED IN A 5 INCH
 AU3559'PVC PIPE FILLED WITH CONCRETE, 92.5 FT (28.2 M) SOUTHWEST AND ACROSS
 AU3559'THE SHELL ROAD FROM A POWER POLE WITH TWO TRANSFORMERS ATTACHED, 29.0
 AU3559'FT (8.8 M) WEST-NORTHWEST FROM THE CENTER OF THE ROAD, 11.5 FT (3.5
 AU3559'M) SOUTH-SOUTHEAST FROM THE SOUTH GATE POST OF THE HURRICANE FENCE
 AU3559'AROUND THE PARKING AREA FOR TEXACO, 9.0 FT (2.7 M) NORTHEAST FROM THE
 AU3559'SOUTHEAST FENCE CORNER, 3.0 FT (0.9 M) EAST-NORTHEAST FROM THE FENCE,
 AU3559'1.5 FT (0.5 M) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST, 1.0 FT
 AU3559'(0.3 M) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST, 2 INCHES
 AU3559'BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE SHELL RAOD.
 AU3559
 AU3559                          STATION RECOVERY (1995)
 AU3559
 AU3559'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3559'RECOVERED AS DESCRIBED.
 AU3559
 AU3559                          STATION RECOVERY (2006)
 AU3559
 AU3559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU3559'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1246 ***********************************************************************
 BW1246  DESIGNATION -  LIV
 BW1246  PID         -  BW1246
 BW1246  STATE/COUNTY-  LA/CONCORDIA
 BW1246  USGS QUAD   -  FAIRVIEW (1983)
 BW1246
 BW1246                         *CURRENT SURVEY CONTROL
 BW1246  ___________________________________________________________________
 BW1246* NAD 83(1986)-  31 17 02.     (N)    091 35 46.     (W)     SCALED    
 BW1246* NAVD 88     -        17.46   (+/-2cm)      57.3    (feet)  VERTCON   
 BW1246  ___________________________________________________________________
 BW1246  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1246
 BW1246  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1246
 BW1246.The horizontal coordinates were scaled from a topographic map and have
 BW1246.an estimated accuracy of +/- 6 seconds.
 BW1246
 BW1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1246.The vertical order pertains to the NGVD 29 superseded value.
 BW1246
 BW1246.The geoid height was determined by GEOID03.
 BW1246
 BW1246;                    North         East    Units  Estimated Accuracy
 BW1246;SPC LA N     -    87,270.    1,086,070.      MT  (+/- 180 meters Scaled)
 BW1246
 BW1246                          SUPERSEDED SURVEY CONTROL
 BW1246
 BW1246  NGVD 29 (??/??/92)   17.440  (m)           57.22   (f) ADJ UNCH    1 2
 BW1246
 BW1246.Superseded values are not recommended for survey control.
 BW1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1246.See file dsdata.txt to determine how the superseded data were derived.
 BW1246
 BW1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ336619(NAD 83)
 BW1246_MARKER: Z = SEE DESCRIPTION
 BW1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1246_SP_SET: STONE
 BW1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1246+STABILITY: SURFACE MOTION
 BW1246
 BW1246  HISTORY     - Date     Condition        Report By
 BW1246  HISTORY     - UNK      MONUMENTED       CGS
 BW1246  HISTORY     - 1934     GOOD             DOD
 BW1246  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1246
 BW1246                          STATION DESCRIPTION
 BW1246
 BW1246'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1246'9.75 MI NE FROM SHAW.
 BW1246'P.B.M. IS STONE POST EXTENDING ABOUT 4 IN. ABOVE GROUND.  ON RIGHT
 BW1246'BANK OF MISSISSIPPI RIVER IN CONCORDIA PARISH, LA.  ABOUT 1 MILE
 BW1246'UPSTREAM FROM BOUGERE LDG.  ON ASHLAND PLANTATION.  IN FRONT YARD OF
 BW1246'PLANTATION RESIDENCE.  ABOUT HALF WAY BETWEEN STEPS LEADING UP TO
 BW1246'FRONT GALLERY AND WEST END OF RESIDENCE.  P.B.M. IS 35 METERS LANDWARD
 BW1246'FROM CENTER LINE OF LEVEE, AT A POINT 75 METERS DOWNSTREAM FROM A
 BW1246'PROMINENT ANGLE.
 BW1246
 BW1246                          STATION RECOVERY (1966)
 BW1246
 BW1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2375 ***********************************************************************
 BJ2375  DESIGNATION -  LIVE OAK 22 BOLT
 BJ2375  PID         -  BJ2375
 BJ2375  STATE/COUNTY-  LA/ST MARTIN
 BJ2375  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2375
 BJ2375                         *CURRENT SURVEY CONTROL
 BJ2375  ___________________________________________________________________
 BJ2375* NAD 83(1986)-  30 18 47.     (N)    091 41 24.     (W)     SCALED    
 BJ2375* NAVD 88     -         3.75   (+/-2cm)      12.3    (feet)  VERTCON   
 BJ2375  ___________________________________________________________________
 BJ2375  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2375
 BJ2375  VERT ORDER  -  ? (See Below)
 BJ2375
 BJ2375.The horizontal coordinates were scaled from a topographic map and have
 BJ2375.an estimated accuracy of +/- 6 seconds.
 BJ2375
 BJ2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2375.The vertical order pertains to the NGVD 29 superseded value.
 BJ2375
 BJ2375.The geoid height was determined by GEOID03.
 BJ2375
 BJ2375;                    North         East    Units  Estimated Accuracy
 BJ2375;SPC LA S     -   201,020.      965,700.      MT  (+/- 180 meters Scaled)
 BJ2375
 BJ2375                          SUPERSEDED SURVEY CONTROL
 BJ2375
 BJ2375  NGVD 29 (??/??/??)    3.758  (m)           12.33   (f) ADJUSTED    ?  
 BJ2375
 BJ2375.Superseded values are not recommended for survey control.
 BJ2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2375.See file dsdata.txt to determine how the superseded data were derived.
 BJ2375
 BJ2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP259542(NAD 83)
 BJ2375_MARKER: B = BOLT
 BJ2375_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2375_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2375
 BJ2375  HISTORY     - Date     Condition        Report By
 BJ2375  HISTORY     - UNK      MONUMENTED       DOD
 BJ2375  HISTORY     - 1933     GOOD             DOD
 BJ2375  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2375
 BJ2375                          STATION DESCRIPTION
 BJ2375
 BJ2375'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2375'2.2 MI N FROM BUTTE LA ROSE.
 BJ2375'2.2 MILES NORTH ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2375'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 1.2 MILES
 BJ2375'SOUTH OF THE MOUTH OF BAYOU DES OURSE, ON THE JOE MELANCON PROPERTY,
 BJ2375'AT THE UPPER END OF A GROUP OF DEAD LIVE OAK TREES, ABOUT 100 FEET
 BJ2375'SOUTH OF A HOUSE, 38.7 FEET NORTHEAST OF A BLAZED 12-INCH COTTONWOOD
 BJ2375'TREE, 32 FEET BACK OF THE RIVER BANK, 21.9 FEET SOUTH OF A BLAZED DEAD
 BJ2375'LIVE OAK TREE, AND 20.9 FEET NORTHEAST OF ANOTHER 12-INCH COTTONWOOD
 BJ2375'TREE.  A COPPER BOLT, SET IN THE TOP OF AN UNDERGROUND TILE, ACCESS TO
 BJ2375'WHICH IS HAD THROUGH AN IRON PIPE ABOUT 4-1/2 FEET BELOW GROUND AND
 BJ2375'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2375
 BJ2375                          STATION RECOVERY (1968)
 BJ2375
 BJ2375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2374 ***********************************************************************
 BJ2374  DESIGNATION -  LIVE OAK 22 CAP
 BJ2374  PID         -  BJ2374
 BJ2374  STATE/COUNTY-  LA/ST MARTIN
 BJ2374  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2374
 BJ2374                         *CURRENT SURVEY CONTROL
 BJ2374  ___________________________________________________________________
 BJ2374* NAD 83(1986)-  30 18 47.     (N)    091 41 24.     (W)     SCALED    
 BJ2374* NAVD 88     -         4.98   (+/-2cm)      16.3    (feet)  VERTCON   
 BJ2374  ___________________________________________________________________
 BJ2374  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2374
 BJ2374  VERT ORDER  -  ? (See Below)
 BJ2374
 BJ2374.The horizontal coordinates were scaled from a topographic map and have
 BJ2374.an estimated accuracy of +/- 6 seconds.
 BJ2374
 BJ2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2374.The vertical order pertains to the NGVD 29 superseded value.
 BJ2374
 BJ2374.The geoid height was determined by GEOID03.
 BJ2374
 BJ2374;                    North         East    Units  Estimated Accuracy
 BJ2374;SPC LA S     -   201,020.      965,700.      MT  (+/- 180 meters Scaled)
 BJ2374
 BJ2374                          SUPERSEDED SURVEY CONTROL
 BJ2374
 BJ2374  NGVD 29 (??/??/??)    4.980  (m)           16.34   (f) ADJUSTED    ?  
 BJ2374
 BJ2374.Superseded values are not recommended for survey control.
 BJ2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2374.See file dsdata.txt to determine how the superseded data were derived.
 BJ2374
 BJ2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP259542(NAD 83)
 BJ2374_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2374
 BJ2374  HISTORY     - Date     Condition        Report By
 BJ2374  HISTORY     - UNK      MONUMENTED       DOD
 BJ2374  HISTORY     - 1933     GOOD             DOD
 BJ2374  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2374
 BJ2374                          STATION DESCRIPTION
 BJ2374
 BJ2374'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2374'2.2 MI N FROM BUTTE LA ROSE.
 BJ2374'2.2 MILES NORTH ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2374'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 1.2 MILES
 BJ2374'SOUTH OF THE MOUTH OF BAYOU DES OURSE, ON THE JOE MELANCON PROPERTY,
 BJ2374'AT THE UPPER END OF A GROUP OF DEAD LIVE OAK TREES, ABOUT 100 FEET
 BJ2374'SOUTH OF A HOUSE, 38.7 FEET NORTHEAST OF A BLAZED 12-INCH COTTONWOOD
 BJ2374'TREE, 32 FEET BACK OF THE RIVER BANK, 21.9 FEET SOUTH OF A BLAZED DEAD
 BJ2374'LIVE OAK TREE, AND 20.9 FEET NORTHEAST OF ANOTHER 12-INCH COTTONWOOD
 BJ2374'TREE.  AN IRON PIPE ABOUT 4-1/2 FEET BELOW GROUND AND BEARING A CORPS
 BJ2374'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2374
 BJ2374                          STATION RECOVERY (1968)
 BJ2374
 BJ2374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4581 ***********************************************************************
 BJ4581  DESIGNATION -  LIVERPOOL LOOKOUT TOWER
 BJ4581  PID         -  BJ4581
 BJ4581  STATE/COUNTY-  LA/ST HELENA
 BJ4581  USGS QUAD   -  LIVERPOOL (1981)
 BJ4581
 BJ4581                         *CURRENT SURVEY CONTROL
 BJ4581  ___________________________________________________________________
 BJ4581* NAD 83(1992)-  30 55 33.82758(N)    090 43 46.99068(W)     ADJUSTED  
 BJ4581* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 BJ4581  ___________________________________________________________________
 BJ4581  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ4581  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4581
 BJ4581  HORZ ORDER  -  THIRD
 BJ4581
 BJ4581.The horizontal coordinates were established by classical geodetic methods
 BJ4581.and adjusted by the National Geodetic Survey in May 1994..
 BJ4581
 BJ4581.The orthometric height was scaled from a topographic map.
 BJ4581
 BJ4581.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4581
 BJ4581.The geoid height was determined by GEOID03.
 BJ4581
 BJ4581;                    North         East     Units Scale Factor Converg.
 BJ4581;SPC LA S     -   269,078.836 1,057,695.069   MT  1.00005589   +0 18 06.5
 BJ4581;SPC LA S     -   882,802.81  3,470,121.24   sFT  1.00005589   +0 18 06.5
 BJ4581;SPC MS W     -   158,147.207   662,115.993   MT  0.99996770   -0 12 13.4
 BJ4581;SPC MS W     -   518,854.63  2,172,292.22   sFT  0.99996770   -0 12 13.4
 BJ4581;UTM  15      - 3,423,617.414   716,928.744   MT  1.00018051   +1 10 02.0
 BJ4581
 BJ4581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4581!SPC LA S     -   0.99998809  x   1.00005589  =   1.00004398
 BJ4581!SPC MS W     -   0.99998809  x   0.99996770  =   0.99995579
 BJ4581!UTM  15      -   0.99998809  x   1.00018051  =   1.00016860
 BJ4581
 BJ4581                          SUPERSEDED SURVEY CONTROL
 BJ4581
 BJ4581  NAD 83(1992)-  30 55 33.82983(N)    090 43 46.99081(W) AD(       ) 4
 BJ4581  NAD 83(1986)-  30 55 33.84477(N)    090 43 46.98659(W) AD(       ) 4
 BJ4581  NAD 27      -  30 55 33.19708(N)    090 43 46.62715(W) AD(       ) 3
 BJ4581
 BJ4581.Superseded values are not recommended for survey control.
 BJ4581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4581.See file dsdata.txt to determine how the superseded data were derived.
 BJ4581
 BJ4581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1692923617(NAD 83)
 BJ4581_MARKER: 57 = LOOKOUT TOWER
 BJ4581
 BJ4581  HISTORY     - Date     Condition        Report By
 BJ4581  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4581  HISTORY     - 1954     GOOD             CGS
 BJ4581  HISTORY     - 1970     GOOD             NGS
 BJ4581
 BJ4581                          STATION DESCRIPTION
 BJ4581
 BJ4581'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4581'THIS TOWER IS STEEL STRUCTURE WITH 4 LEGS AND IS APPROXIMATELY
 BJ4581'108 FEET HIGH, WITH A GLASS ENCLOSED OBSERVATION ROOM ON
 BJ4581'THE TOP.  THE TOWER IS 59.37 FEET E OF TRIANGULATION STATION
 BJ4581'OAKLAND.  A U.S. GEOLOGICAL SURVEY BENCH MARK, WHICH IS
 BJ4581'STAMPED TT 104 TX 1939, IS SET DIRECTLY UNDER THE CENTER
 BJ4581'OF THIS TOWER.
 BJ4581'
 BJ4581'TO REACH THIS TOWER FROM THE JUNCTION OF STATE ROUTES 71
 BJ4581'AND 37 AT EASLEYS STORE WHICH IS JUST W OF LIVERPOOL, DRIVE
 BJ4581'W ON STATE ROUTE 71 FOR 2.4 MILES, THEN TAKE A GRAVEL T-ROAD
 BJ4581'LEFT (S) AND DRIVE 0.1 MILE TO THE TOWER.
 BJ4581
 BJ4581                          STATION RECOVERY (1954)
 BJ4581
 BJ4581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4581'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4581'
 BJ4581'THIS IS AN INTERSECTION STATION.
 BJ4581
 BJ4581                          STATION RECOVERY (1970)
 BJ4581
 BJ4581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4581'LIVERPOOL, LOOKOUT TOWER IS LOCATED IN A CLEARED AREA, ABOUT 3 MILES
 BJ4581'WEST OF LIVERPOOL, 2-1/4 MILES WEST OF THE JUNCTION OF STATE
 BJ4581'HIGHWAYS 38 AND 43, 0.05 MILE SOUTH OF HIGHWAY 38 AND 100 FEET EAST
 BJ4581'OF A NORTH-SOUTH GRAVELED ROAD.
 BJ4581'
 BJ4581'A SQUARE METAL CAB, CONICAL SHAPED ROOF, WINDOWS ON ALL FOUR SIDES,
 BJ4581'GREY IN COLOR, 110 FEET IN HEIGHT AND SUPPORTED BY 4 STEEL CHANNEL
 BJ4581'LEGS.
 BJ4581'
 BJ4581'POINT INTERSECTED, WAS TOP-CENTER OF THE CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4584 ***********************************************************************
 BJ4584  DESIGNATION -  LIVERPOOL SHELL PIPELINE CO MW
 BJ4584  PID         -  BJ4584
 BJ4584  STATE/COUNTY-  LA/ST HELENA
 BJ4584  USGS QUAD   -  LIVERPOOL (1981)
 BJ4584
 BJ4584                         *CURRENT SURVEY CONTROL
 BJ4584  ___________________________________________________________________
 BJ4584* NAD 83(1992)-  30 55 15.93629(N)    090 43 32.47528(W)     ADJUSTED  
 BJ4584* NAVD 88     -                                                        
 BJ4584  ___________________________________________________________________
 BJ4584  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ4584  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4584
 BJ4584  HORZ ORDER  -  THIRD
 BJ4584
 BJ4584.The horizontal coordinates were established by classical geodetic methods
 BJ4584.and adjusted by the National Geodetic Survey in May 1994..
 BJ4584
 BJ4584
 BJ4584.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4584
 BJ4584.The geoid height was determined by GEOID03.
 BJ4584
 BJ4584;                    North         East     Units Scale Factor Converg.
 BJ4584;SPC LA S     -   268,529.857 1,058,083.382   MT  1.00005449   +0 18 13.8
 BJ4584;SPC LA S     -   881,001.71  3,471,395.23   sFT  1.00005449   +0 18 13.8
 BJ4584;SPC MS W     -   157,594.873   662,499.414   MT  0.99996734   -0 12 05.8
 BJ4584;SPC MS W     -   517,042.51  2,173,550.16   sFT  0.99996734   -0 12 05.8
 BJ4584;UTM  15      - 3,423,074.294   717,325.355   MT  1.00018264   +1 10 08.9
 BJ4584
 BJ4584                          SUPERSEDED SURVEY CONTROL
 BJ4584
 BJ4584  NAD 83(1992)-  30 55 15.93774(N)    090 43 32.47557(W) AD(       ) 4
 BJ4584  NAD 83(1986)-  30 55 15.95334(N)    090 43 32.47102(W) AD(       ) 4
 BJ4584  NAD 27      -  30 55 15.30647(N)    090 43 32.10966(W) AD(       ) 3
 BJ4584
 BJ4584.Superseded values are not recommended for survey control.
 BJ4584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4584.See file dsdata.txt to determine how the superseded data were derived.
 BJ4584
 BJ4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1732523074(NAD 83)
 BJ4584_MARKER: 44 = MICROWAVE MAST
 BJ4584
 BJ4584  HISTORY     - Date     Condition        Report By
 BJ4584  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4584
 BJ4584                          STATION DESCRIPTION
 BJ4584
 BJ4584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4584'LIVERPOOL, SHELL PIPELINE COMPANY MICROWAVE IS LOCATED WITHIN A SMALL
 BJ4584'FENCED AREA WHICH IS A CLEARED AREA, ABOUT 3 MILES WEST OF LIVERPOOL
 BJ4584'AND 1/2 MILE SOUTH OF STATE HIGHWAY 38.
 BJ4584'
 BJ4584'A SLENDER TRIANGULAR STEEL MAST, 280 FEET IN HEIGHT, PAINTED ORANGE
 BJ4584'WHITE ALTERNATE SECTIONS.  HAS A RED LIGHT AND FAN TYPE ANTENNA
 BJ4584'MOUNTED AT TOP AND A FAN TYPE ANTENNA MOUNTED ABOUT 40 FEET DOWN
 BJ4584'THE MAST.
 BJ4584'
 BJ4584'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4641 ***********************************************************************
 BJ4641  DESIGNATION -  LIVINGSTON
 BJ4641  PID         -  BJ4641
 BJ4641  STATE/COUNTY-  LA/LIVINGSTON
 BJ4641  USGS QUAD   -  SATSUMA (1980)
 BJ4641
 BJ4641                         *CURRENT SURVEY CONTROL
 BJ4641  ___________________________________________________________________
 BJ4641* NAD 83(1992)-  30 33 15.75977(N)    090 45 09.70249(W)     ADJUSTED  
 BJ4641* NAVD 88     -        17.0    (meters)      56.     (feet)  VERTCON   
 BJ4641  ___________________________________________________________________
 BJ4641  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ4641  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4641
 BJ4641  HORZ ORDER  -  FIRST
 BJ4641
 BJ4641.The horizontal coordinates were established by classical geodetic methods
 BJ4641.and adjusted by the National Geodetic Survey in January 1993..
 BJ4641
 BJ4641.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4641
 BJ4641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4641
 BJ4641.The geoid height was determined by GEOID03.
 BJ4641
 BJ4641;                    North         East     Units Scale Factor Converg.
 BJ4641;SPC LA S     -   227,860.664 1,055,707.829   MT  0.99997226   +0 17 25.2
 BJ4641;SPC LA S     -   747,572.86  3,463,601.44   sFT  0.99997226   +0 17 25.2
 BJ4641;UTM  15      - 3,382,367.223   715,559.407   MT  1.00017325   +1 08 34.3
 BJ4641
 BJ4641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4641!SPC LA S     -   1.00000159  x   0.99997226  =   0.99997385
 BJ4641!UTM  15      -   1.00000159  x   1.00017325  =   1.00017484
 BJ4641
 BJ4641|---------------------------------------------------------------------|
 BJ4641| PID    Reference Object                     Distance      Geod. Az  |
 BJ4641|                                                           dddmmss.s |
 BJ4641| CW2037 LIVINGSTON RM 1                      38.728 METERS 07457     |
 BJ4641| BJ3803 RED OAK                             APPROX. 9.0 KM 1631503.2 |
 BJ4641| CW2036 LIVINGSTON AZ MK                                   2122026.8 |
 BJ4641| CW2038 LIVINGSTON RM 2                      39.493 METERS 32559     |
 BJ4641|---------------------------------------------------------------------|
 BJ4641
 BJ4641                          SUPERSEDED SURVEY CONTROL
 BJ4641
 BJ4641  NAD 83(1986)-  30 33 15.77656(N)    090 45 09.70008(W) AD(       ) 1
 BJ4641  NAD 27      -  30 33 15.09774(N)    090 45 09.35278(W) AD(       ) 1
 BJ4641  NGVD 29 (07/19/86)   17.0    (m)           56.     (f) VERT ANG       
 BJ4641
 BJ4641.Superseded values are not recommended for survey control.
 BJ4641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4641.See file dsdata.txt to determine how the superseded data were derived.
 BJ4641
 BJ4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1555982367(NAD 83)
 BJ4641_MARKER: DS = TRIANGULATION STATION DISK
 BJ4641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4641
 BJ4641  HISTORY     - Date     Condition        Report By
 BJ4641  HISTORY     - 1970     MONUMENTED       NGS
 BJ4641
 BJ4641                          STATION DESCRIPTION
 BJ4641
 BJ4641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4641'THE STATION IS LOCATED ABOUT 10-1/2 MILES WEST-NORTHWEST OF ALBANY, 8
 BJ4641'MILES NORTHEAST OF WALKER AND 3-1/2 MILES NORTH OF LIVINGSTON.  IT
 BJ4641'IS 106.41 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE LIVINGSTON
 BJ4641'LOOKOUT TOWER, AT THE WEST CENTRAL EDGE OF SECTION 6, T 6 S, R 5
 BJ4641'E.  THE PROPERTY IS OWNED BY CROWN-ZELLERBACH CORPORATION AND
 BJ4641'LEASED TO THE LOUISIANA STATE FORESTRY COMMISSION OF DENHAM
 BJ4641'SPRINGS, PHONE NUMBER 664-4680.
 BJ4641'
 BJ4641'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 190 AND STATE
 BJ4641'HIGHWAY 63, IN LIVINGSTON, GO NORTH ON STATE HIGHWAY 63 FOR 3.4
 BJ4641'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON STATE
 BJ4641'HIGHWAY 63 FOR 0.2 MILE TO THE LOOKOUT TOWER AND THE STATION ON THE
 BJ4641'RIGHT.
 BJ4641'
 BJ4641'THE STATION MARK IS A STANDARD DISK STAMPED, LIVINGSTON 1970, SET IN
 BJ4641'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 BJ4641'INCHES.  IT IS 151 FEET EAST OF THE CENTER OF STATE HIGHWAY 63,
 BJ4641'92.5 FEET SOUTH OF THE SOUTHWEST LEG OF LOOKOUT TOWER, 31 FEET EAST
 BJ4641'OF A MAGNOLIA TREE AND 7.3 FEET NORTH OF A METAL WITNESS POST.
 BJ4641'
 BJ4641'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, LIVINGSTON NO 1 1970,
 BJ4641'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 BJ4641'FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF A WIRE FENCE
 BJ4641'AND 20 FEET SOUTH OF A SMALL WHITE BUILDING.
 BJ4641'
 BJ4641'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, LIVINGSTON NO 2 1970,
 BJ4641'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 BJ4641'PROJECTS 2 INCHES.  IT IS 109 FEET WEST OF THE SOUTHWEST LEG OF
 BJ4641'LOOKOUT TOWER, 53.5 FEET NORTH OF A 30-INCH OAK TREE, 47 FEET
 BJ4641'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 63 AND 22 FEET SOUTH OF THE
 BJ4641'DRIVEWAY LEADING TO THE LOOKOUT TOWER.
 BJ4641'
 BJ4641'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LIVINGSTON 1970, SET IN
 BJ4641'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 BJ4641'INCHES.  IT IS 45.6 FEET SOUTH OF POWERLINE POLE NUMBER AW81-26R,
 BJ4641'41 FEET EAST OF THE CENTER OF STATE HIGHWAY 63, 1.8 FEET NORTH OF A
 BJ4641'METAL WITNESS POST AND ABOUT 3 FEET BELOW THE LEVEL OF HIGHWAY.
 BJ4641'
 BJ4641'HEIGHT OF LIGHT ABOVE STATION MARK 41.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1212 ***********************************************************************
 AT1212  DESIGNATION -  LIVINGSTON
 AT1212  PID         -  AT1212
 AT1212  STATE/COUNTY-  LA/JEFFERSON
 AT1212  USGS QUAD   -  BARATARIA PASS (1993)
 AT1212
 AT1212                         *CURRENT SURVEY CONTROL
 AT1212  ___________________________________________________________________
 AT1212* NAD 83(1992)-  29 16 23.10020(N)    089 56 44.18034(W)     ADJUSTED  
 AT1212* NAVD 88     -         7.70   (+/-2cm)      25.3  **(feet)  VERTCON   
 AT1212  **This station is located in a subsidence area (see below).
 AT1212  ___________________________________________________________________
 AT1212  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1212  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AT1212
 AT1212  HORZ ORDER  -  SECOND
 AT1212  VERT ORDER  -  THIRD ? (See Below)
 AT1212
 AT1212.The horizontal coordinates were established by classical geodetic methods
 AT1212.and adjusted by the National Geodetic Survey in January 1993..
 AT1212
 AT1212 ** The orthometric height has not been validated since last determined
 AT1212 ** by differential leveling and should not be used for control purposes.
 AT1212 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1212 ** area with valid NAVD 88 orthometric heights.
 AT1212 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1212 ** epoch indicated which incorporates improved geoid heights for the
 AT1212 ** Southern Louisiana Subsidence area.
 AT1212 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1212.The vertical order pertains to the NGVD 29 superseded value.
 AT1212
 AT1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1212
 AT1212.The geoid height was determined by GEOID03.
 AT1212
 AT1212;                    North         East     Units Scale Factor Converg.
 AT1212;SPC LA S     -    86,510.808 1,134,859.214   MT  1.00000581   +0 41 38.0
 AT1212;SPC LA S     -   283,827.54  3,723,283.94   sFT  1.00000581   +0 41 38.0
 AT1212;UTM  16      - 3,241,840.984   213,789.295   MT  1.00061094   -1 26 28.7
 AT1212;UTM  15      - 3,242,111.998   796,786.361   MT  1.00068704   +1 29 40.6
 AT1212
 AT1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1212!SPC LA S     -   1.00000256  x   1.00000581  =   1.00000837
 AT1212!UTM  16      -   1.00000256  x   1.00061094  =   1.00061350
 AT1212!UTM  15      -   1.00000256  x   1.00068704  =   1.00068960
 AT1212
 AT1212|---------------------------------------------------------------------|
 AT1212| PID    Reference Object                     Distance      Geod. Az  |
 AT1212|                                                           dddmmss.s |
 AT1212| AT1228 LIVINGSTON RM 3                      50.542 METERS 01357     |
 AT1212| DD7364 LIVINGSTON RM 4                      53.066 METERS 03208     |
 AT1212| DD7361 LIVINGSTON AZ MK                                   0474119.6 |
 AT1212| DD7362 LIVINGSTON RM 1                      19.446 METERS 08101     |
 AT1212| DD7363 LIVINGSTON RM 2                      20.813 METERS 12757     |
 AT1212| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX. 4.8 KM 2230856.5 |
 AT1212| AT1207 GRAND ISLE CATC MICROWAVE MAST      APPROX. 2.6 KM 2265936.1 |
 AT1212| AT1215 GRAND ISLE HUMBLE COMMUN TOWER      APPROX. 2.9 KM 2274939.8 |
 AT1212| AT1204 GRAND ISLE WATER TANK               APPROX. 4.0 KM 2315353.3 |
 AT1212|---------------------------------------------------------------------|
 AT1212
 AT1212                          SUPERSEDED SURVEY CONTROL
 AT1212
 AT1212  NAD 83(1986)-  29 16 23.11296(N)    089 56 44.18963(W) AD(       ) 2
 AT1212  NAD 27      -  29 16 22.29417(N)    089 56 43.93219(W) AD(       ) 2
 AT1212  NGVD 29 (07/19/86)    7.66   (m)           25.1    (f) LEVELING    3  
 AT1212
 AT1212.Superseded values are not recommended for survey control.
 AT1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1212.See file dsdata.txt to determine how the superseded data were derived.
 AT1212
 AT1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1378941841(NAD 83)
 AT1212_MARKER: DS = TRIANGULATION STATION DISK
 AT1212_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AT1212+WITH SETTING: PAVEMENT
 AT1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1212
 AT1212  HISTORY     - Date     Condition        Report By
 AT1212  HISTORY     - 1966     MONUMENTED       CGS
 AT1212  HISTORY     - 1979     GOOD             NGS
 AT1212
 AT1212                          STATION DESCRIPTION
 AT1212
 AT1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1212'STATION IS ABOUT 4 MILES NORTHEAST OF GRAND ISLE, ON THE EAST EDGE OF
 AT1212'BARATARIA PASS AND
 AT1212'AT THE NORTHWEST CORNER OF OLD FORT LIVINGSTON.
 AT1212'
 AT1212'STATION MARK, A STANDARD DISK STAMPED LIVINGSTON 1966, IS CEMENTED IN
 AT1212'A DRILL HOLE IN
 AT1212'THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 AT1212'BARATARIA BAY LIGHT AND FLUSH WITH
 AT1212'THE SURFACE.  IT IS 3.6 FEET EAST OF
 AT1212'THE SOUTHEAST LEG OF THE LIGHT AND 3 FEET WEST OF THE
 AT1212'WEST BRICK RETAINING WALL.
 AT1212'
 AT1212'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LIVINGSTON NO 1 1966,
 AT1212'IS CEMENTED IN A
 AT1212'DRILL HOLE IN THE TOP OF THE NORTH CONCRETE RETAINING
 AT1212'WALL AND FLUSH WITH THE SURFACE.
 AT1212'IT IS 24 FEET SOUTH OF THE NORTH BRICK
 AT1212'RETAINING WALL AND 1 FOOT NORTH OF THE SOUTH EDGE
 AT1212'OF THE CONCRETE
 AT1212'RETAINING WALL.
 AT1212'
 AT1212'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LIVINGSTON NO 2 1966,
 AT1212'IS CEMENTED IN A
 AT1212'DRILL HOLE IN THE TOP OF THE WEST CONCRETE RETAINING
 AT1212'WALL AND FLUSH WITH THE SURFACE.
 AT1212'IT IS 85 FEET NORTHWEST OF THE SOUTH
 AT1212'END OF THE RETAINING WALL, 40 FEET SOUTHEAST OF THE
 AT1212'NORTHWEST WALL
 AT1212'CORNER AND 23 FEET SOUTHEAST OF THE WEST RETAINING WALL.
 AT1212'
 AT1212'AZIMUTH MARK, A STANDARD DISK STAMPED LIVINGSTON 1966.  IT IS
 AT1212'LOCATED ABOUT 1
 AT1212'MILE NORTHEAST OF THE STATION AND ON THE SOUTHEAST SIDE
 AT1212'OF A CANAL.  IS CRIMPED TO THE TOP
 AT1212'OF A 5/8 INCH COPPER WELD GROUND ROD
 AT1212'32 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1212'PIPE WHICH PROJECTS
 AT1212'2.2 FEET.  IT IS 14 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A CANAL
 AT1212'AND 1.4 FEET
 AT1212'SOUTHEAST OF A METAL WITNESS POST.
 AT1212'
 AT1212'NOTE- STATION CAN BE REACHED BY BOAT OR AIRCRAFT.  A 2 MINUTE PACK
 AT1212'FROM THE BASE OF THE OLD FORT.
 AT1212'
 AT1212'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AT1212
 AT1212                          STATION RECOVERY (1979)
 AT1212
 AT1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1212'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 AT1212'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR, DUE TO THE USE
 AT1212'OF A HELICOPTER AND INSUFFICIENT TIME.  REFERENCE MARK 1 WAS
 AT1212'BLOCKED.  THE MEASUREMENT TO REFERENCE MARK 2 WAS 0.017 METERS
 AT1212'SHORTER, THE DIRECTION COMPARED WITH 1966.  A NEW REFERENCE MARK
 AT1212'3 AND 4 WAS ESTABLISHED FOR THE INERTIAL SURVEY SYSTEM.  A NEW
 AT1212'DESCRIPTION FOLLOWS.
 AT1212'
 AT1212'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF THE
 AT1212'SOUTH PART OF QUEEN BESS ISLAND, 0.7 MILE NORTHEAST FROM THE
 AT1212'NORTHEAST SHORE OF GRAND ISLE, EAST OF BARATARIA PASS AND AT THE
 AT1212'NORTHWEST CORNER OF THE WALL OF OLD FORT LIVINGSTON.
 AT1212'
 AT1212'STATION WAS REACHED BY HELICOPTER FROM THE AIRPORT AT HOUMA.
 AT1212'
 AT1212'THE STATION IS A STANDARD CGS DISK
 AT1212'STAMPED---LIVINGSTON 1966---,
 AT1212'SET INTO A DRILL HOLE IN THE EAST CORNER OF THE CONCRETE BASE OF THE
 AT1212'BEACON TOWER.
 AT1212'IT IS LOCATED
 AT1212'3.0 FEET WEST FROM APPROXIMATE CENTER OF WEST WALL AND
 AT1212'0.6 FEET EAST FROM THE EAST LEG OF THE BEACON TOWER.
 AT1212'
 AT1212'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AT1212'STAMPED---LIVINGSTON NO 1 1966---,
 AT1212'SET INTO A DRILL HOLE IN THE TOP OF THE NORTH CONCRETE
 AT1212'RETAINING WALL.  IT IS LOCATED
 AT1212'24.0 FEET SOUTH FROM THE NORTH BRICK RETAINING WALL AND
 AT1212'1.0  FEET NORTH FROM THE SOUTH EDGE OF THE CONCRETE
 AT1212'RETAINING WALL.  MARK IS LEVEL WITH STATION.
 AT1212'
 AT1212'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AT1212'STAMPED---LIVINGSTON NO 2 1966---,
 AT1212'SET INTO A DRILL HOLE IN THE TOP OF THE WEST CONCRETE RETAINING WALL.
 AT1212'IT IS LOCATED
 AT1212'85.0 FEET NORTHWEST FROM THE SOUTH END OF THE RETAINING WALL,
 AT1212'40.0 FEET SOUTHEAST FROM THE NORTHWEST WALL CORNER, AND
 AT1212'23.0  FEET SOUTHEAST FROM THE WEST RETAINING WALL.
 AT1212'MARK IS LEVEL WITH STATION.
 AT1212'
 AT1212'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AT1212'STAMPED---LIVINGSTON 1966 NO 3 1979---,
 AT1212'CRIMPED TO THE TOP OF STAINLESS STEEL ROD
 AT1212'PROJECTING 35 CM ABOVE THE GROUND.
 AT1212'IT IS LOCATED
 AT1212'49.7 FEET SOUTH-SOUTHEAST FROM THE EASTERN MOST PILING OF A OLD
 AT1212'PIER AND
 AT1212'40.7 FEET NORTH-NORTHWEST FROM OF THE CONCRETE WALL.
 AT1212'MARK IS LEVEL WITH STATION.
 AT1212'
 AT1212'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 AT1212'STAMPED---LIVINGSTON 1966 NO 4 1979---,
 AT1212'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 AT1212'PROJECTING 27 CM ABOVE THE GROUND.
 AT1212'IT IS LOCATED
 AT1212'102.0 FEET SOUTHWEST FROM SOUTHWEST CORNER OF A WHITE BRICK SHED
 AT1212'AND
 AT1212'15.0 FEET NORTH FROM APPROXIMATE CENTER OF A EAST-WEST BRICK WALL.
 AT1212'MARK IS LEVEL WITH STATION.
 AT1212'
 AT1212'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION
 AT1212'AT THIS TIME.
 AT1212'A TRIPOD SETUP WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4640 ***********************************************************************
 BJ4640  DESIGNATION -  LIVINGSTON LOT
 BJ4640  PID         -  BJ4640
 BJ4640  STATE/COUNTY-  LA/LIVINGSTON
 BJ4640  USGS QUAD   -  SATSUMA (1980)
 BJ4640
 BJ4640                         *CURRENT SURVEY CONTROL
 BJ4640  ___________________________________________________________________
 BJ4640* NAD 83(1992)-  30 33 16.71005(N)    090 45 09.18711(W)     ADJUSTED  
 BJ4640* NAVD 88     -                                                        
 BJ4640  ___________________________________________________________________
 BJ4640  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ4640  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4640
 BJ4640  HORZ ORDER  -  THIRD
 BJ4640
 BJ4640.The horizontal coordinates were established by classical geodetic methods
 BJ4640.and adjusted by the National Geodetic Survey in January 1993..
 BJ4640
 BJ4640
 BJ4640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4640
 BJ4640.The geoid height was determined by GEOID03.
 BJ4640
 BJ4640;                    North         East     Units Scale Factor Converg.
 BJ4640;SPC LA S     -   227,889.996 1,055,721.416   MT  0.99997231   +0 17 25.4
 BJ4640;SPC LA S     -   747,669.10  3,463,646.01   sFT  0.99997231   +0 17 25.4
 BJ4640;UTM  15      - 3,382,396.760   715,572.558   MT  1.00017332   +1 08 34.6
 BJ4640
 BJ4640                          SUPERSEDED SURVEY CONTROL
 BJ4640
 BJ4640  NAD 83(1986)-  30 33 16.72722(N)    090 45 09.18514(W) AD(       ) 4
 BJ4640  NAD 27      -  30 33 16.04710(N)    090 45 08.83784(W) AD(       ) 3
 BJ4640
 BJ4640.Superseded values are not recommended for survey control.
 BJ4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4640.See file dsdata.txt to determine how the superseded data were derived.
 BJ4640
 BJ4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1557382397(NAD 83)
 BJ4640_MARKER: 57 = LOOKOUT TOWER
 BJ4640
 BJ4640  HISTORY     - Date     Condition        Report By
 BJ4640  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4640
 BJ4640                          STATION DESCRIPTION
 BJ4640
 BJ4640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4640'LIVINGSTON, LOOKOUT TOWER IS LOCATED ABOUT 4 MILES NORTH OF
 BJ4640'LIVINGSTON, 1.1 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAYS 63 AND
 BJ4640'442, 150 FEET EAST OF HIGHWAY 63 AND 120 FEET SOUTH OF A FRAME
 BJ4640'HOUSE.
 BJ4640'
 BJ4640'STATION IS A SQUARE METAL CAB, BROWN IN COLOR, WINDOWS ON ALL FOUR
 BJ4640'SIDES, CONICAL SHAPED ROOF, 120 FEET IN HEIGHT.  CAB IS MOUNTED ON
 BJ4640'TOP OF A 6 LEGGED PIPE STRUCTURE WHICH IS SUPPORTED BY 4 STEEL
 BJ4640'CHANNEL LEGS.
 BJ4640'
 BJ4640'POINT INTERSECTED, WAS TOP-CENTER OF THE CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4634 ***********************************************************************
 BJ4634  DESIGNATION -  LIVINGSTON MAGNOLIA GAS MW
 BJ4634  PID         -  BJ4634
 BJ4634  STATE/COUNTY-  LA/LIVINGSTON
 BJ4634  USGS QUAD   -  HOLDEN (1974)
 BJ4634
 BJ4634                         *CURRENT SURVEY CONTROL
 BJ4634  ___________________________________________________________________
 BJ4634* NAD 83(1992)-  30 33 25.82560(N)    090 43 11.04324(W)     ADJUSTED  
 BJ4634* NAVD 88     -                                                        
 BJ4634  ___________________________________________________________________
 BJ4634  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BJ4634  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4634
 BJ4634  HORZ ORDER  -  THIRD
 BJ4634
 BJ4634.The horizontal coordinates were established by classical geodetic methods
 BJ4634.and adjusted by the National Geodetic Survey in January 1993..
 BJ4634
 BJ4634
 BJ4634.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4634
 BJ4634.The geoid height was determined by GEOID03.
 BJ4634
 BJ4634;                    North         East     Units Scale Factor Converg.
 BJ4634;SPC LA S     -   228,187.107 1,058,868.488   MT  0.99997274   +0 18 24.5
 BJ4634;SPC LA S     -   748,643.87  3,473,971.03   sFT  0.99997274   +0 18 24.5
 BJ4634;UTM  15      - 3,382,740.747   718,715.518   MT  1.00019016   +1 09 35.1
 BJ4634
 BJ4634                          SUPERSEDED SURVEY CONTROL
 BJ4634
 BJ4634  NAD 83(1986)-  30 33 25.84233(N)    090 43 11.04052(W) AD(       ) 4
 BJ4634  NAD 27      -  30 33 25.16385(N)    090 43 10.69712(W) AD(       ) 3
 BJ4634
 BJ4634.Superseded values are not recommended for survey control.
 BJ4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4634.See file dsdata.txt to determine how the superseded data were derived.
 BJ4634
 BJ4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1871682741(NAD 83)
 BJ4634_MARKER: 44 = MICROWAVE MAST
 BJ4634
 BJ4634  HISTORY     - Date     Condition        Report By
 BJ4634  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4634
 BJ4634                          STATION DESCRIPTION
 BJ4634
 BJ4634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4634'MAGNOLIA GAS PIPELINE COMPANY MICROWAVE IS LOCATED IN A CLEARED AREA,
 BJ4634'ABOUT 4 MILES NORTH-NORTHEAST OF LIVINGSTON, 0.3 MILE SOUTHWEST OF
 BJ4634'THE JUNCTION OF STATE HIGHWAYS 442 AND 1036, 0.2 MILE SOUTH OF STATE
 BJ4634'HIGHWAY 442 AND ABOUT 500 FEET EAST OF A NORTH-SOUTH SURFACED
 BJ4634'ROAD.
 BJ4634'
 BJ4634'A SLENDER, TRIANGULAR SHAPED, PEDESTAL TYPE STEEL MAST, 330 FEET IN
 BJ4634'HEIGHT, PAINTED ORANGE-WHITE ALTERNATE SECTIONS.  FOUR FAN TYPE
 BJ4634'ANTENNAE AND A RED LIGHT MOUNTED AT TOP.
 BJ4634'
 BJ4634'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4635 ***********************************************************************
 BJ4635  DESIGNATION -  LIVINGSTON MUN TANK
 BJ4635  PID         -  BJ4635
 BJ4635  STATE/COUNTY-  LA/LIVINGSTON
 BJ4635  USGS QUAD   -  HOLDEN (1974)
 BJ4635
 BJ4635                         *CURRENT SURVEY CONTROL
 BJ4635  ___________________________________________________________________
 BJ4635* NAD 83(1992)-  30 30 05.63947(N)    090 44 35.94936(W)     ADJUSTED  
 BJ4635* NAVD 88     -                                                        
 BJ4635  ___________________________________________________________________
 BJ4635  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4635  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ4635
 BJ4635  HORZ ORDER  -  THIRD
 BJ4635
 BJ4635.The horizontal coordinates were established by classical geodetic methods
 BJ4635.and adjusted by the National Geodetic Survey in January 1993..
 BJ4635
 BJ4635
 BJ4635.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4635
 BJ4635.The geoid height was determined by GEOID03.
 BJ4635
 BJ4635;                    North         East     Units Scale Factor Converg.
 BJ4635;SPC LA S     -   222,010.801 1,056,637.509   MT  0.99996380   +0 17 42.1
 BJ4635;SPC LA S     -   728,380.44  3,466,651.56   sFT  0.99996380   +0 17 42.1
 BJ4635;UTM  15      - 3,376,530.612   716,576.150   MT  1.00017868   +1 08 45.1
 BJ4635
 BJ4635                          SUPERSEDED SURVEY CONTROL
 BJ4635
 BJ4635  NAD 83(1986)-  30 30 05.65682(N)    090 44 35.94711(W) AD(       ) 4
 BJ4635  NAD 27      -  30 30 04.97272(N)    090 44 35.60238(W) AD(       ) 3
 BJ4635
 BJ4635.Superseded values are not recommended for survey control.
 BJ4635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4635.See file dsdata.txt to determine how the superseded data were derived.
 BJ4635
 BJ4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1657676531(NAD 83)
 BJ4635_MARKER: 53 = ELEVATED TANK
 BJ4635
 BJ4635  HISTORY     - Date     Condition        Report By
 BJ4635  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4635
 BJ4635                          STATION DESCRIPTION
 BJ4635
 BJ4635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4635'LIVINGSTON, MUNICIPAL WATER TANK IS LOCATED IN THE SOUTHEAST SECTION
 BJ4635'OF TOWN, ABOUT 75 FEET SOUTH OF THE LIVINGSTON CITY MUNICIPAL
 BJ4635'BUILDING, 400 FEET EAST OF THE EAST END OF THE DOYLE SCHOOL, 300
 BJ4635'FEET SOUTH OF CIRCLE DRIVE AND ABOUT 0.15 MILE SOUTH OF U.S. HIGHWAY
 BJ4635'190.
 BJ4635'
 BJ4635'A STEEL TANK, SILVER IN COLOR, 123 FEET IN HEIGHT, SUPPORTED BY 3
 BJ4635'TUBULAR STEEL LEGS.
 BJ4635'
 BJ4635'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1228 ***********************************************************************
 AT1228  DESIGNATION -  LIVINGSTON RM 3
 AT1228  PID         -  AT1228
 AT1228  STATE/COUNTY-  LA/JEFFERSON
 AT1228  USGS QUAD   -  BARATARIA PASS (1993)
 AT1228
 AT1228                         *CURRENT SURVEY CONTROL
 AT1228  ___________________________________________________________________
 AT1228* NAD 83(1992)-  29 16 24.69336(N)    089 56 43.72906(W)     ADJUSTED  
 AT1228* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 AT1228  **This station is located in a subsidence area (see below).
 AT1228  ___________________________________________________________________
 AT1228  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1228  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AT1228
 AT1228  HORZ ORDER  -  THIRD
 AT1228
 AT1228.The horizontal coordinates were established by classical geodetic methods
 AT1228.and adjusted by the National Geodetic Survey in January 1993..
 AT1228.No horizontal observational check was made to the station.
 AT1228
 AT1228 ** The orthometric height has not been validated since last determined
 AT1228 ** by differential leveling and should not be used for control purposes.
 AT1228 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1228 ** area with valid NAVD 88 orthometric heights.
 AT1228 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1228 ** epoch indicated which incorporates improved geoid heights for the
 AT1228 ** Southern Louisiana Subsidence area.
 AT1228 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1228
 AT1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1228
 AT1228.The geoid height was determined by GEOID03.
 AT1228
 AT1228;                    North         East     Units Scale Factor Converg.
 AT1228;SPC LA S     -    86,560.004 1,134,870.802   MT  1.00000571   +0 41 38.2
 AT1228;SPC LA S     -   283,988.95  3,723,321.96   sFT  1.00000571   +0 41 38.2
 AT1228;UTM  16      - 3,241,889.743   213,802.716   MT  1.00061085   -1 26 28.5
 AT1228;UTM  15      - 3,242,161.385   796,797.267   MT  1.00068712   +1 29 40.9
 AT1228
 AT1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1228!SPC LA S     -   1.00000361  x   1.00000571  =   1.00000932
 AT1228!UTM  16      -   1.00000361  x   1.00061085  =   1.00061446
 AT1228!UTM  15      -   1.00000361  x   1.00068712  =   1.00069073
 AT1228
 AT1228                          SUPERSEDED SURVEY CONTROL
 AT1228
 AT1228  NAD 83(1986)-  29 16 24.70612(N)    089 56 43.73833(W) AD(       ) 3
 AT1228  NAD 27      -  29 16 23.88737(N)    089 56 43.48087(W) AD(       ) 3
 AT1228  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 AT1228
 AT1228.Superseded values are not recommended for survey control.
 AT1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1228.See file dsdata.txt to determine how the superseded data were derived.
 AT1228
 AT1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1380341890(NAD 83)
 AT1228_MARKER: DR = REFERENCE MARK DISK
 AT1228_SETTING: 0 = UNSPECIFIED SETTING
 AT1228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1228
 AT1228  HISTORY     - Date     Condition        Report By
 AT1228  HISTORY     - 1979     MONUMENTED       NGS
 AT1228
 AT1228                          STATION DESCRIPTION
 AT1228
 AT1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1228'THE STATION IS LOCATED 2 MILES SOUTH-SOUTHEAST OF THE SOUTH PART
 AT1228'OF QUEEN BESS ISLAND, 3/4 MILE NORTHEAST OF THE NORTHEAST SHORE OF
 AT1228'GRANK ISLE, EAST OF BARATARIA PASS AND NORTH-NORTHEAST OF THE
 AT1228'NORTHWEST WALL CORNER OF OLD FORT LIVINGSTON.
 AT1228'
 AT1228'THE STATION WAS REACHED BY HELICOPTER FROM THE HOUMA AIRPORT.
 AT1228'
 AT1228'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 AT1228'STAMPED---LIVINGSTON 1966 NO 3 1979---,
 AT1228'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD PROJECTING 35 CM ABOVE
 AT1228'THE GROUND.
 AT1228'IT IS LOCATED
 AT1228'49.7 FEET SOUTH-SOUTHEAST FROM THE EASTERN MOST PILING OF AN OLD
 AT1228'PIER AND
 AT1228'40.7 FEET NORTH-NORTHWEST FROM THE WEST CONCRETE WALL.
 AT1228'
 AT1228'THE STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL SURVEY
 AT1228'SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5256 ***********************************************************************
 BJ5256  DESIGNATION -  LIVONIA
 BJ5256  PID         -  BJ5256
 BJ5256  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5256  USGS QUAD   -  FORDOCHE (1969)
 BJ5256
 BJ5256                         *CURRENT SURVEY CONTROL
 BJ5256  ___________________________________________________________________
 BJ5256* NAD 83(1992)-  30 34 26.85375(N)    091 34 25.36459(W)     ADJUSTED  
 BJ5256* NAVD 88     -         8.9    (meters)      29.     (feet)  VERTCON   
 BJ5256  ___________________________________________________________________
 BJ5256  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ5256  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ5256
 BJ5256  HORZ ORDER  -  FIRST
 BJ5256
 BJ5256.The horizontal coordinates were established by classical geodetic methods
 BJ5256.and adjusted by the National Geodetic Survey in January 1993..
 BJ5256
 BJ5256.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5256
 BJ5256.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5256
 BJ5256.The geoid height was determined by GEOID03.
 BJ5256
 BJ5256;                    North         East     Units Scale Factor Converg.
 BJ5256;SPC LA S     -   229,932.991   976,941.965   MT  0.99997565   -0 07 12.7
 BJ5256;SPC LA S     -   754,371.82  3,205,183.76   sFT  0.99997565   -0 07 12.7
 BJ5256;UTM  15      - 3,383,271.968   636,770.282   MT  0.99983076   +0 43 32.2
 BJ5256
 BJ5256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5256!SPC LA S     -   1.00000290  x   0.99997565  =   0.99997855
 BJ5256!UTM  15      -   1.00000290  x   0.99983076  =   0.99983366
 BJ5256
 BJ5256|---------------------------------------------------------------------|
 BJ5256| PID    Reference Object                     Distance      Geod. Az  |
 BJ5256|                                                           dddmmss.s |
 BJ5256| CW2040 LIVONIA RM 1                         45.278 METERS 11002     |
 BJ5256| CW2041 LIVONIA RM 2                         46.086 METERS 24340     |
 BJ5256| CW2039 LIVONIA AZ MK                                      3073824.8 |
 BJ5256|---------------------------------------------------------------------|
 BJ5256
 BJ5256                          SUPERSEDED SURVEY CONTROL
 BJ5256
 BJ5256  NAD 83(1986)-  30 34 26.87288(N)    091 34 25.36048(W) AD(       ) 1
 BJ5256  NAD 27      -  30 34 26.18466(N)    091 34 24.94675(W) AD(       ) 1
 BJ5256  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 BJ5256
 BJ5256.Superseded values are not recommended for survey control.
 BJ5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5256.See file dsdata.txt to determine how the superseded data were derived.
 BJ5256
 BJ5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3677083272(NAD 83)
 BJ5256_MARKER: DS = TRIANGULATION STATION DISK
 BJ5256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5256_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5256
 BJ5256  HISTORY     - Date     Condition        Report By
 BJ5256  HISTORY     - 1966     MONUMENTED       CGS
 BJ5256
 BJ5256                          STATION DESCRIPTION
 BJ5256
 BJ5256'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ5256'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF FORDOCHE,
 BJ5256'ABOUT 3 MILES SOUTHWEST OF FRISCOVILLE, ABOUT 1-1/2 MILE NORTH
 BJ5256'OF U.S. HIGHWAY 190 AND ABOUT 1-1/2 MILE NORTHWEST OF A BRIDGE
 BJ5256'OVER THE GROSSE TETE BAYOU.  STATION IS IN THE SOUTHWEST CORNER
 BJ5256'OF SEC.105, T 5 S., R 8 E.  THE STATION MARK IS 109 FEET
 BJ5256'NORTHWEST OF GATE, 107 FEET WEST-SOUTHWEST OF FENCE CORNER, 104
 BJ5256'FEET WEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 77, 63
 BJ5256'FEET NORTH OF A PECAN TREE, 62 FEET NORTHEAST OF A 48 INCH
 BJ5256'PECAN TREE AND 22-1/2 FEET SOUTH EAST OF A UTILITY POLE.
 BJ5256'STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 BJ5256'MARK DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 BJ5256'MONUMENT THAT IS 4 INCHES BELOW THE SURFACE OF THE
 BJ5256'GROUND.  THE DISK IS STAMPED LIVONIA 1966.
 BJ5256'
 BJ5256'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 AND U.S. HIGHWAY
 BJ5256'190 IN LIVONIA, GO NORTH AND WESTERLY ON STATE HIGHWAY 77 FOR 2.0
 BJ5256'TO A BOARD GATE ON THE LEFT AND STATION AS DESCRIBED.  CONTINUE
 BJ5256'NORTHWEST ON STATE HIGHWAY 77 FOR 0.3 MILE TO THE AZIMUTH MARK
 BJ5256'ON THE RIGHT ON THE NORTH SIDE OF DRIVEWAY.
 BJ5256'
 BJ5256'AZIMUTH MARK IS 23 FEET EAST OF THE APPROXIMATE CENTER OF
 BJ5256'STATE HIGHWAY, 10-1/2 FEET NORTH OF THE APPROXIMATE CENTER OF
 BJ5256'DRIVEWAY AND 7.4 FEET EAST OF MAIL BOX POST.  IT IS MARKED BY
 BJ5256'A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10 INCH
 BJ5256'CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH THE SURFACE
 BJ5256'OF THE GROUND.  THE DISK IS STAMPED LIVONIA 1966.
 BJ5256'
 BJ5256'REFERENCE MARK NO. 1 IS 48 FEET SOUTH OF CENTER OF GATE, 28
 BJ5256'FEET WEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 77 AND 1
 BJ5256'FOOT WEST OF FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE
 BJ5256'MARK DISK, SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER
 BJ5256'MONUMENT THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 BJ5256'DISK IS STAMPED LIVONIA NO 1 1966.
 BJ5256'
 BJ5256'REFERENCE MARK NO. 2 IS 24-1/2 FEET NORTHEAST OF A 48 INCH
 BJ5256'PECAN TREE AND 1 FOOT SOUTH OF FENCE LINE.  IT IS MARKED BY A
 BJ5256'STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A 10 INCH
 BJ5256'CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH THE SURFACE
 BJ5256'OF THE GROUND.  THE DISK IS STAMPED LIVONIA NO 2 1966.
 BJ5256'
 BJ5256'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 34.73 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0556 ***********************************************************************
 BJ0556  DESIGNATION -  LL 17
 BJ0556  PID         -  BJ0556
 BJ0556  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0556  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0556
 BJ0556                         *CURRENT SURVEY CONTROL
 BJ0556  ___________________________________________________________________
 BJ0556* NAD 83(1986)-  30 27 34.     (N)    091 12 19.     (W)     SCALED    
 BJ0556* NAVD 88     -         7.919  (meters)      25.98   (feet)  ADJUSTED  
 BJ0556  ___________________________________________________________________
 BJ0556  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0556  DYNAMIC HT  -           7.909 (meters)      25.95  (feet)  COMP
 BJ0556  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ0556
 BJ0556  VERT ORDER  -  FIRST     CLASS I
 BJ0556
 BJ0556.The horizontal coordinates were scaled from a topographic map and have
 BJ0556.an estimated accuracy of +/- 6 seconds.
 BJ0556
 BJ0556.The orthometric height was determined by differential leveling
 BJ0556.and adjusted by the National Geodetic Survey in February 1994..
 BJ0556
 BJ0556.The geoid height was determined by GEOID03.
 BJ0556
 BJ0556.The dynamic height is computed by dividing the NAVD 88
 BJ0556.geopotential number by the normal gravity value computed on the
 BJ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0556.degrees latitude (g = 980.6199 gals.).
 BJ0556
 BJ0556.The modeled gravity was interpolated from observed gravity values.
 BJ0556
 BJ0556;                    North         East    Units  Estimated Accuracy
 BJ0556;SPC LA S     -   217,200.    1,012,300.      MT  (+/- 180 meters Scaled)
 BJ0556
 BJ0556                          SUPERSEDED SURVEY CONTROL
 BJ0556
 BJ0556  NGVD 29 (??/??/??)    7.907  (m)           25.94   (f) ADJUSTED    1 1
 BJ0556
 BJ0556.Superseded values are not recommended for survey control.
 BJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0556.See file dsdata.txt to determine how the superseded data were derived.
 BJ0556
 BJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP723710(NAD 83)
 BJ0556_MARKER: DB = BENCH MARK DISK
 BJ0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0556_SP_SET: FOOTING
 BJ0556_STAMPING: LL 17 1934
 BJ0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0556
 BJ0556  HISTORY     - Date     Condition        Report By
 BJ0556  HISTORY     - 1934     MONUMENTED       CGS
 BJ0556  HISTORY     - 1965     GOOD             CGS
 BJ0556  HISTORY     - 1976     GOOD             NGS
 BJ0556
 BJ0556                          STATION DESCRIPTION
 BJ0556
 BJ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0556'IN PORT ALLEN.
 BJ0556'ABOUT 0.1 MILE EAST ALONG COURT STREET FROM THE POST OFFICE IN PORT
 BJ0556'ALLEN, THENCE 0.45 MILE NORTH ALONG NORTH JEFFERSON STREET, IN
 BJ0556'FRACTIONAL SECTION 66, T 6 S, R 12 E, 112 FEET EAST OF THE CENTER LINE
 BJ0556'OF NORTH JEFFERSON STREET, 36 FEET NORTH-NORTHEAST OF THE NORTHEAST
 BJ0556'CORNER OF THE CITY HALL, AND SET IN THE TOP OF THE WEST CORNER OF THE
 BJ0556'NORTHWEST CONCRETE FOOTING OF A WATER TOWER, PROJECTING 3 INCHES ABOVE
 BJ0556'THE GROUND.
 BJ0556
 BJ0556                          STATION RECOVERY (1976)
 BJ0556
 BJ0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0556'AT PORT ALLEN, AT THE SOUTHEAST CORNER OF THE JUNCTION OF NORTH
 BJ0556'JEFFERSON AND MICHIGAN STREETS, 112 FT. EAST OF THE CENTER LINE OF
 BJ0556'JEFFERSON STREET, 69.5 FT. SOUTH OF THE CENTER LINE OF MICHIGAN
 BJ0556'STREET, 29.1 FT. SOUTHEAST OF THE NORTHEAST CORNER OF THE PORT ALLEN
 BJ0556'CITY HALL, IN THE TOP OF THE WEST EDGE OF A 4-BY-4 FOOT CONCRETE
 BJ0556'FOUNDATION OF A FORMER CITY WATER TANK, 24.8 FT. NORTHWEST OF THE
 BJ0556'NORTHEAST CORNER OF A CONCRETE BLOCK GARAGE, 12.5 FT EAST OF THE EAST
 BJ0556'EDGE OF A WALK, 24.5 FT NORTHEAST OF THE NORTH EDGE OF A REAR ENTRANCE
 BJ0556'DOOR TO THE CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3195 ***********************************************************************
 DH3195  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3195  DESIGNATION -  LLD A 1965
 DH3195  PID         -  DH3195
 DH3195  STATE/COUNTY-  LA/ST JAMES
 DH3195  USGS QUAD   -  LUTCHER (1994)
 DH3195
 DH3195                         *CURRENT SURVEY CONTROL
 DH3195  ___________________________________________________________________
 DH3195* NAD 83(1992)-  30 00 16.64918(N)    090 44 21.24559(W)     ADJUSTED  
 DH3195* NAVD 88     -        10.18 **(meters)      33.4  **(feet)  GPS OBS(2004.65)
 DH3195  **This station is located in a subsidence area (see below).
 DH3195  ___________________________________________________________________
 DH3195  X           -     -71,320.558 (meters)                     COMP
 DH3195  Y           -  -5,527,526.247 (meters)                     COMP
 DH3195  Z           -   3,170,809.657 (meters)                     COMP
 DH3195  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DH3195  ELLIP HEIGHT-         -16.10  (meters)          (05/09/05) GPS OBS
 DH3195  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DH3195
 DH3195  HORZ ORDER  -  B
 DH3195  ELLP ORDER  -  FOURTH    CLASS II
 DH3195
 DH3195.The horizontal coordinates were established by GPS observations
 DH3195.and adjusted by the National Geodetic Survey in May 2005..
 DH3195
 DH3195 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3195 ** and geoid heights are valid at the date of observation. These heights
 DH3195 ** must always be validated when used as control.
 DH3195 ** The orthometric height was determined by GPS observations using
 DH3195 ** precise GPS observation and processing techniques and a new
 DH3195 ** realization of GEOID03. It supersedes the leveled height previously
 DH3195 ** determined for this station.
 DH3195 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3195 ** epoch indicated which incorporates improved geoid heights for the
 DH3195 ** Southern Louisiana Subsidence area.
 DH3195 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3195.The orthometric height was determined by GPS observations and a
 DH3195.high-resolution geoid model using precise GPS observation and
 DH3195.processing techniques.
 DH3195
 DH3195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3195
 DH3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3195
 DH3195.The ellipsoidal height was determined by GPS observations
 DH3195.and is referenced to NAD 83.
 DH3195
 DH3195.The geoid height was determined by GEOID03.
 DH3195
 DH3195;                    North         East     Units Scale Factor Converg.
 DH3195;SPC LA S     -   166,927.621 1,057,315.178   MT  0.99992575   +0 17 49.4
 DH3195;SPC LA S     -   547,661.70  3,468,874.88   sFT  0.99992575   +0 17 49.4
 DH3195;UTM  15      - 3,321,449.902   718,063.945   MT  1.00018672   +1 07 51.6
 DH3195
 DH3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3195!SPC LA S     -   1.00000253  x   0.99992575  =   0.99992828
 DH3195!UTM  15      -   1.00000253  x   1.00018672  =   1.00018925
 DH3195
 DH3195                          SUPERSEDED SURVEY CONTROL
 DH3195
 DH3195.No superseded survey control is available for this station.
 DH3195
 DH3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1806421450(NAD 83)
 DH3195_MARKER: DD = SURVEY DISK
 DH3195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3195_STAMPING: LLD A 65
 DH3195_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3195+STABILITY: SURFACE MOTION
 DH3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3195+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2003
 DH3195
 DH3195  HISTORY     - Date     Condition        Report By
 DH3195  HISTORY     - UNK      MONUMENTED       USACE
 DH3195  HISTORY     - 20030106 GOOD             3001
 DH3195
 DH3195                          STATION DESCRIPTION
 DH3195
 DH3195'DESCRIBED BY 3001, INC 2003 (MH)
 DH3195'THE STATION IS LOCATED IN ST JAMES PARISH AT VACHERIE, LA ABOUT 5.7
 DH3195'MILES EAST NORTHEAST  OF ST JAMES, LA AND 4.2 MILES SOUTHWEST OF
 DH3195'GRAMERCY, LA AND ACROSS THE RIVER.
 DH3195' 
 DH3195'OWNERSHIP- LAFOURCHE LEVEE DISTRICT, COE TO REACH THE STATION FROM THE
 DH3195'INTERSECTION OF HWY 20 AND HWY 18, WEST OF VACHERIE, LA  GO 0.6 MILES
 DH3195'WEST SOUTHWEST ALONG HWY 18 AND MARK ON RIGHT ON TOP OF LEVEE.
 DH3195' 
 DH3195'THE STATION IS A 3.5' ROUND COE BRASS CAP SET IN CONCRETE 0.6' BELOW
 DH3195'GROUND SURFACE,  STAMPED LLD-A65 1975, ABOUT 120' NORTH OF CENTERLINE
 DH3195'OF HWY 18, 410' WEST OF LEVEE STATION  MARKER POST 1340, 2' NORTH OF
 DH3195'L/S CROWN OF LEVEE, 7' SOUTH OF CENTERLINE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7069 ***********************************************************************
 DH7069  DESIGNATION -  LMS 13
 DH7069  PID         -  DH7069
 DH7069  STATE/COUNTY-  LA/ORLEANS
 DH7069  USGS QUAD   -  NEW ORLEANS EAST (1992)
 DH7069
 DH7069                         *CURRENT SURVEY CONTROL
 DH7069  ___________________________________________________________________
 DH7069* NAD 83(1992)-  29 57 17.79122(N)    090 03 13.02488(W)     ADJUSTED  
 DH7069* NAVD 88     -         7.2  **(meters)      24.   **(feet)  VERTCON   
 DH7069  **This station is located in a subsidence area (see below).
 DH7069  ___________________________________________________________________
 DH7069  X           -      -5,175.723 (meters)                     COMP
 DH7069  Y           -  -5,530,733.406 (meters)                     COMP
 DH7069  Z           -   3,166,037.648 (meters)                     COMP
 DH7069  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DH7069  ELLIP HEIGHT-         -19.04  (meters)          (01/21/03) GPS OBS
 DH7069  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DH7069
 DH7069  HORZ ORDER  -  FIRST
 DH7069  ELLP ORDER  -  FOURTH    CLASS II
 DH7069
 DH7069.The horizontal coordinates were established by GPS observations
 DH7069.and adjusted by the National Geodetic Survey in January 1993..
 DH7069
 DH7069 ** The orthometric height has not been validated since last determined
 DH7069 ** by differential leveling and should not be used for control purposes.
 DH7069 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH7069 ** area with valid NAVD 88 orthometric heights.
 DH7069 ** The geoid height was determined by a new realization of GEOID03 for the
 DH7069 ** epoch indicated which incorporates improved geoid heights for the
 DH7069 ** Southern Louisiana Subsidence area.
 DH7069 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH7069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH7069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH7069
 DH7069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7069
 DH7069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7069
 DH7069.The ellipsoidal height was determined by GPS observations
 DH7069.and is referenced to NAD 83.
 DH7069
 DH7069.The geoid height was determined by GEOID03.
 DH7069
 DH7069;                    North         East     Units Scale Factor Converg.
 DH7069;SPC LA S     -   161,961.743 1,123,519.011   MT  0.99992606   +0 38 23.5
 DH7069;SPC LA S     -   531,369.49  3,686,078.62   sFT  0.99992606   +0 38 23.5
 DH7069;UTM  15      - 3,317,445.413   784,363.299   MT  1.00059779   +1 28 19.8
 DH7069;UTM  16      - 3,317,716.374   205,282.199   MT  1.00067179   -1 31 33.0
 DH7069
 DH7069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7069!SPC LA S     -   1.00000299  x   0.99992606  =   0.99992905
 DH7069!UTM  15      -   1.00000299  x   1.00059779  =   1.00060078
 DH7069!UTM  16      -   1.00000299  x   1.00067179  =   1.00067478
 DH7069
 DH7069                          SUPERSEDED SURVEY CONTROL
 DH7069
 DH7069  NAD 83(1986)-  29 57 17.80759(N)    090 03 13.02383(W) AD(       ) 1
 DH7069  NGVD 29 (02/23/90)    7.2    (m)           24.     (f) GPS OBS        
 DH7069
 DH7069.Superseded values are not recommended for survey control.
 DH7069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7069.See file dsdata.txt to determine how the superseded data were derived.
 DH7069
 DH7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8436317445(NAD 83)
 DH7069_MARKER: DD = SURVEY DISK
 DH7069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7069_SP_SET: CONCRETE POST
 DH7069_STAMPING: LMS 13 1988
 DH7069_MARK LOGO: USE   
 DH7069_PROJECTION: RECESSED 8 CENTIMETERS
 DH7069_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7069+STABILITY: SURFACE MOTION
 DH7069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7069+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005
 DH7069
 DH7069  HISTORY     - Date     Condition        Report By
 DH7069  HISTORY     - 1988     MONUMENTED       USE
 DH7069  HISTORY     - 19880920 GOOD             LADTD
 DH7069  HISTORY     - 19890124 GOOD             LADTD
 DH7069  HISTORY     - 20050103 GOOD             GANDOL
 DH7069
 DH7069                          STATION DESCRIPTION
 DH7069
 DH7069'DESCRIBED BY LA TRANSP AND DEV 1988
 DH7069'THE STATION IS LOCATED IN ALGIERS ABOUT 0.3 KM (0.20 MI) NORTHEAST OF
 DH7069'THE WEST SIDE OF THE CANAL ST-ALGIERS FERRY LANDING.
 DH7069'OWNERSHIP--ORLEANS LEVEE BOARD.
 DH7069'TO REACH THE STATION FROM THE WEST LANDING OF THE CANAL ST-ALGIERS
 DH7069'FERRY, GO EAST FOR 0.3 KM (0.20 MI) ON DELARONDE ST TO LAVERGNE ST.
 DH7069'TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ON LAVERGNE ST TO
 DH7069'PATTERSON ST.  CONTINUE STRAIGHT AHEAD ACROSS PATTERSON ST ON A PAVED
 DH7069'ROAD TO THE TOP OF THE LEVEE AND THE MARK ON TOP OF THE LEVEE.
 DH7069'THE STATION IS RECESSED 8 CM BELOW THE GROUND, 29.9 M (98.1 FT) NORTH
 DH7069'FROM THE WEST CORNER OF A 6-STORY BUILDING, 7.3 M (24.0 FT) WEST FROM
 DH7069'THE WEST END OF A METAL GUARD RAIL, 0.6 M (2.0 FT) SOUTH OF THE SOUTH
 DH7069'END OF THE PAVED ROAD AND 0.3 M (1.0 FT) NORTHWEST OF THE CENTER OF
 DH7069'THE LEVEE.
 DH7069
 DH7069                          STATION RECOVERY (1989)
 DH7069
 DH7069'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 DH7069'RECOVERED IN GOOD CONDITION.
 DH7069
 DH7069                          STATION RECOVERY (2005)
 DH7069
 DH7069'RECOVERY NOTE BY GANDOLFO KUHN AND ASSOCIATES 2005 (JC)
 DH7069'TWO DISKS EXIST WITH THE SAME DESIGNATION 600 FEET APART.
 DH7069'USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2200 ***********************************************************************
 AU2200  DESIGNATION -  LMS 91
 AU2200  PID         -  AU2200
 AU2200  STATE/COUNTY-  LA/ORLEANS
 AU2200  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2200
 AU2200                         *CURRENT SURVEY CONTROL
 AU2200  ___________________________________________________________________
 AU2200* NAD 83(1992)-  29 57 25.68373(N)    090 03 40.35097(W)     ADJUSTED  
 AU2200* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 AU2200  **This station is located in a subsidence area (see below).
 AU2200  ___________________________________________________________________
 AU2200  X           -      -5,908.307 (meters)                     COMP
 AU2200  Y           -  -5,530,610.453 (meters)                     COMP
 AU2200  Z           -   3,166,247.709 (meters)                     COMP
 AU2200  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU2200  ELLIP HEIGHT-         -20.04  (meters)          (01/21/03) GPS OBS
 AU2200  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AU2200  DYNAMIC HT  -           6.2   (meters)      20.    (feet)  COMP
 AU2200  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 AU2200
 AU2200  HORZ ORDER  -  FIRST
 AU2200  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2200  ELLP ORDER  -  FOURTH    CLASS II
 AU2200
 AU2200.The horizontal coordinates were established by GPS observations
 AU2200.and adjusted by the National Geodetic Survey in January 1993..
 AU2200
 AU2200 ** The orthometric height has not been validated since last determined
 AU2200 ** by differential leveling and should not be used for control purposes.
 AU2200 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2200 ** area with valid NAVD 88 orthometric heights.
 AU2200 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2200 ** epoch indicated which incorporates improved geoid heights for the
 AU2200 ** Southern Louisiana Subsidence area.
 AU2200 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2200.The orthometric height was scaled from a topographic map.
 AU2200.The vertical order pertains to the first NAVD 88 superseded value.
 AU2200
 AU2200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2200
 AU2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2200
 AU2200.The ellipsoidal height was determined by GPS observations
 AU2200.and is referenced to NAD 83.
 AU2200
 AU2200.The geoid height was determined by GEOID03.
 AU2200
 AU2200.The dynamic height is computed by dividing the NAVD 88
 AU2200.geopotential number by the normal gravity value computed on the
 AU2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2200.degrees latitude (g = 980.6199 gals.).
 AU2200
 AU2200.The modeled gravity was interpolated from observed gravity values.
 AU2200
 AU2200;                    North         East     Units Scale Factor Converg.
 AU2200;SPC LA S     -   162,196.579 1,122,783.695   MT  0.99992603   +0 38 09.9
 AU2200;SPC LA S     -   532,139.94  3,683,666.17   sFT  0.99992603   +0 38 09.9
 AU2200;UTM  15      - 3,317,669.693   783,624.155   MT  1.00059261   +1 28 06.5
 AU2200;UTM  16      - 3,317,979.027   204,555.740   MT  1.00067708   -1 31 47.0
 AU2200
 AU2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2200!SPC LA S     -   1.00000315  x   0.99992603  =   0.99992918
 AU2200!UTM  15      -   1.00000315  x   1.00059261  =   1.00059576
 AU2200!UTM  16      -   1.00000315  x   1.00067708  =   1.00068023
 AU2200
 AU2200                          SUPERSEDED SURVEY CONTROL
 AU2200
 AU2200  ELLIP H (01/21/93)  -20.02   (m)                       GP(       ) 4 2
 AU2200  NAD 83(1986)-  29 57 25.70011(N)    090 03 40.34984(W) AD(       ) 1
 AU2200  NAVD 88 (02/14/94)    6.158  (m)           20.20   (f) UNKNOWN     1 2
 AU2200  NGVD 29 (05/21/91)    6.218  (m)           20.40   (f) ADJUSTED    1 2
 AU2200
 AU2200.Superseded values are not recommended for survey control.
 AU2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2200.See file dsdata.txt to determine how the superseded data were derived.
 AU2200
 AU2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8362417670(NAD 83)
 AU2200_MARKER: DD = SURVEY DISK
 AU2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2200_SP_SET: CONCRETE POST
 AU2200_STAMPING: LMS 91 1977
 AU2200_MARK LOGO: USE   
 AU2200_PROJECTION: FLUSH
 AU2200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2200+STABILITY: SURFACE MOTION
 AU2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2200+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 AU2200
 AU2200  HISTORY     - Date     Condition        Report By
 AU2200  HISTORY     - 1977     MONUMENTED       USE
 AU2200  HISTORY     - 1985     GOOD             NGS
 AU2200  HISTORY     - 19880920 GOOD             LADTD
 AU2200  HISTORY     - 19890124 GOOD
 AU2200  HISTORY     - 19901110 GOOD             NGS
 AU2200  HISTORY     - 19941108 GOOD             NGS
 AU2200  HISTORY     - 20050823 MARK NOT FOUND   GEOCAC
 AU2200
 AU2200                          STATION DESCRIPTION
 AU2200
 AU2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AU2200'IN NEW ORLEANS.
 AU2200'THE MARK IS 1.52 M ABOVE TRACKS.
 AU2200'IN NEW ORLEANS, AT THE NORTHEAST END OF A WOODEN BOARDWALK, ON TOP OF
 AU2200'THE LEVEE ON THE EAST BANK OF THE MISSISSIPPI ROVER, OPPOSITE THE
 AU2200'SOUTHWEST END OF CAFE DU MONDE COFFEE STAND, IN THE FRENCH MARKET,
 AU2200'0.40 METERS (1.3 FT) NORTHEAST OF THE NORTHEAST END OF THE BOARDWALK,
 AU2200'15.85 METERS (52.0 FT) EAST-SOUTHEAST OF THE SOUTHEAST RAIL OF SIDE
 AU2200'TRACKS.
 AU2200
 AU2200                          STATION RECOVERY (1988)
 AU2200
 AU2200'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU2200'IN NEW ORLEANS, AT THE NORTHEAST END OF A WOODEN BOARDWALK, ON TOP OF
 AU2200'THE LEVEE ON THE EAST BANK OF THE MISSISSIPPI RIVER, OPPOSITE THE
 AU2200'SOUTHWEST END OF CAFE DU MONDE COFFEE STAND, IN THE FRENCH MARKET, 0.4
 AU2200'M (1.3 FT) NORTHEAST OF THE NORTHEAST END OF THE BOARDWALK, 15.85 M
 AU2200'(52.0 FT) EAST-SOUTHEAST OF THE SOUTHEAST RAIL OF THE SIDE TRACKS.
 AU2200'THE DISK IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AU2200'GROUND AND ABOUT 1.52 M (5.0 FT) ABOVE THE RAILROAD TRACKS.
 AU2200
 AU2200                          STATION RECOVERY (1989)
 AU2200
 AU2200'RECOVERED 1989
 AU2200'RECOVERED IN GOOD CONDITION.
 AU2200
 AU2200                          STATION RECOVERY (1990)
 AU2200
 AU2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU2200'IN NEW ORLEANS, AT THE INTERSECTION OF SAINT PETERS STREET AND THE
 AU2200'NEW ORLEANS PUBLIC BELT RAILROAD, AT THE EAST END OF A WOODEN
 AU2200'BOARDWALK THAT IS ON TOP OF A LEVEE THAT RUNS ALONG THE EAST BANK OF
 AU2200'THE MISSISSIPPI RIVER, 129.9 M (426.2 FT) NORTHEAST OF THE EXTENDED
 AU2200'CENTER OF THE STREET, 15.1 M (49.5 FT) SOUTHEAST OF THE NEAR RAIL,
 AU2200'2.0 M (6.6 FT) ABOVE THE LEVEL OF THE TRACK, 0.7 M (2.3 FT) NORTHEAST
 AU2200'OF THE BOTTOM STEP LEADING TO THE BOARDWALK, AND 0.1 M (0.3 FT)
 AU2200'NORTHWEST OF THE SOUTHEAST END OF A SIDEWALK.  NOTE--THE DISK APPEARS
 AU2200'TO BE SET IN THE SIDEWALK, BUT THE ORIGINAL DESCRIPTION STATES THAT
 AU2200'IT IS IN A CONCRETE POST.
 AU2200
 AU2200                          STATION RECOVERY (1994)
 AU2200
 AU2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2200'IN NEW ORLEANS, AT THE INTERSECTION OF SAINT PETERS STREET AND THE NEW
 AU2200'ORLEANS PUBLIC BELT RAILROAD, AT THE EAST END OF A BOARDWALK THAT IS
 AU2200'ON TOP OF A LEVEE ALONG THE EAST BANK OF THE MISSISSIPPI RIVER, 129.9
 AU2200'M (426.2 FT) NORTHEAST OF THE EXTENDED CENTER OF SAINT PETERS STREET,
 AU2200'98.0 M (321.5 FT) EAST OF THE EXTENDED CENTERLINE OF DUMAINE STREET,
 AU2200'15.1 M (49.5 FT) SOUTHEAST OF THE NEAR RAIL, 2.0 M (6.6 FT) ABOVE THE
 AU2200'LEVEL OF THE TRACK, 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END OF A
 AU2200'SIDEWALK, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY A SIDEWALK.
 AU2200
 AU2200                          STATION RECOVERY (2005)
 AU2200
 AU2200'RECOVERY NOTE BY GEOCACHING 2005 (JRS)
 AU2200'THE DESCRIPTION MENTIONS A 'BOARDWALK' THAT WAS TORN DOWN AND REPLACED
 AU2200'WITH A BRICK WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5072 ***********************************************************************
 BJ5072  DESIGNATION -  LOCK
 BJ5072  PID         -  BJ5072
 BJ5072  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5072  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5072
 BJ5072                         *CURRENT SURVEY CONTROL
 BJ5072  ___________________________________________________________________
 BJ5072* NAD 83(1992)-  30 25 37.39511(N)    091 12 54.98274(W)     ADJUSTED  
 BJ5072* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 BJ5072  ___________________________________________________________________
 BJ5072  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5072  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ5072
 BJ5072  HORZ ORDER  -  SECOND
 BJ5072
 BJ5072.The horizontal coordinates were established by classical geodetic methods
 BJ5072.and adjusted by the National Geodetic Survey in January 1993..
 BJ5072
 BJ5072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5072
 BJ5072.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5072
 BJ5072.The geoid height was determined by GEOID03.
 BJ5072
 BJ5072;                    North         East     Units Scale Factor Converg.
 BJ5072;SPC LA S     -   213,610.716 1,011,341.583   MT  0.99995331   +0 03 32.5
 BJ5072;SPC LA S     -   700,821.16  3,318,043.18   sFT  0.99995331   +0 03 32.5
 BJ5072;UTM  15      - 3,367,460.213   671,404.606   MT  0.99996245   +0 54 14.7
 BJ5072
 BJ5072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5072!SPC LA S     -   1.00000324  x   0.99995331  =   0.99995655
 BJ5072!UTM  15      -   1.00000324  x   0.99996245  =   0.99996569
 BJ5072
 BJ5072|---------------------------------------------------------------------|
 BJ5072| PID    Reference Object                     Distance      Geod. Az  |
 BJ5072|                                                           dddmmss.s |
 BJ5072| CW2043 LOCK RM 1                            13.218 METERS 03223     |
 BJ5072| BJ5051 BATON ROUGE TV STA WAFB MAST        APPROX. 3.7 KM 0604313.6 |
 BJ5072| BJ5071 LOCK LDH 1970 POINT A                 9.572 METERS 08148     |
 BJ5072| CW2042 LOCK AZ MK                                         2095534.9 |
 BJ5072| CW2044 LOCK RM 2                            13.413 METERS 21220     |
 BJ5072|---------------------------------------------------------------------|
 BJ5072
 BJ5072                          SUPERSEDED SURVEY CONTROL
 BJ5072
 BJ5072  NAD 83(1986)-  30 25 37.41346(N)    091 12 54.98061(W) AD(       ) 2
 BJ5072  NAD 27      -  30 25 36.72744(N)    091 12 54.58879(W) AD(       ) 2
 BJ5072  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 BJ5072
 BJ5072.Superseded values are not recommended for survey control.
 BJ5072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5072.See file dsdata.txt to determine how the superseded data were derived.
 BJ5072
 BJ5072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7140567460(NAD 83)
 BJ5072_MARKER: DD = SURVEY DISK
 BJ5072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5072+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 BJ5072
 BJ5072  HISTORY     - Date     Condition        Report By
 BJ5072  HISTORY     - 1970     MONUMENTED       LADH
 BJ5072  HISTORY     - 20060608 GOOD             NGS
 BJ5072
 BJ5072                          STATION DESCRIPTION
 BJ5072
 BJ5072'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ5072'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF PORT ALLEN, 1 MILE
 BJ5072'SOUTH OF THE STATE HIGHWAY 1 - INTERSTATE 10 INTERCHANGE AND 1.5
 BJ5072'MILES SOUTHWEST OF BATON ROUGE, IN THE SOUTHEAST QUARTER OF
 BJ5072'SECTION 71, T7S-R12E, AND ON THE PROPERTY OF THE LOUISIANA
 BJ5072'DEPARTMENT OF HIGHWAYS.
 BJ5072'
 BJ5072'TO REACH THE STATION FROM THE COURTHOUSE IN PORT ALLEN, DRIVE SOUTH
 BJ5072'ALONG STATE HIGHWAY 1 FOR 2.4 MILES TO THE STATION WHICH IS SET ON
 BJ5072'THE RIGHT AND WEST OF THE HIGHWAY NEAR TWO LARGE OAK TREES.
 BJ5072'
 BJ5072'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ5072'HIGHWAY 1 FOR 0.5 MILE TO THE MARK WHICH IS ON THE LEFT AND EAST OF
 BJ5072'THE HIGHWAY NEAR A CULVERT.
 BJ5072'
 BJ5072'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5072'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5072'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5072'LOCK 1970.  IT IS 92 FEET EAST-SOUTHEAST OF THE EAST RAIL OF THE
 BJ5072'TEXAS AND PACIFIC RAILROAD, 76 FEET WEST-NORTHWEST OF THE CENTER OF
 BJ5072'THE SOUTH BOUND LANE OF STATE HIGHWAY 1, 81 FEET NORTH OF A 32 INCH
 BJ5072'OAK TREE, 22 FEET SOUTHWEST OF A 32 INCH OAK TREE AND 3 FEET
 BJ5072'NORTH OF A METAL WITNESS POST.
 BJ5072'
 BJ5072'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5072'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5072'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5072'LOCK RM 1 1970.  IT IS 126 FEET SOUTHWEST OF A 32 INCH OAK TREE,
 BJ5072'92 FEET EAST-SOUTHEAST OF THE EAST RAIL OF THE TEXAS AND
 BJ5072'PACIFIC RAILROAD, 82 FEET WEST-NORTHWEST OF THE SOUTH BOUND LANE OF
 BJ5072'STATE HIGHWAY 1, 46 FEET NORTH OF A METAL WITNESS POST AND 25
 BJ5072'FEET NORTH OF A 32 INCH OAK TREE.
 BJ5072'
 BJ5072'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5072'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5072'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5072'LOCK RM 2 1970.  IT IS 92 FEET EAST-SOUTHEAST OF THE EAST RAIL OF
 BJ5072'THE TEXAS AND PACIFIC RAILROAD, 69 FEET WEST-NORTHWEST OF THE CENTER
 BJ5072'OF THE SOUTH BOUND LANE OF STATE HIGHWAY 1, 65 FEET SOUTHWEST OF A
 BJ5072'32 INCH OAK TREE, 41 FEET SOUTH OF A METAL WITNESS POST, AND 37
 BJ5072'FEET NORTH OF A 32 INCH OAK TREE.
 BJ5072'
 BJ5072'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5072'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5072'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5072'LOCK AZ MK 1970.  IT IS 80 FEET WEST-SOUTHWEST OF A CONCRETE
 BJ5072'HIGHWAY RIGHT OF WAY MARKER, 67 FEET EAST-SOUTHEAST OF THE CENTER OF
 BJ5072'THE NORTH BOUND LANE OF STATE HIGHWAY 1, 18 FEET WEST-NORTHWEST OF
 BJ5072'THE CENTER OF A SERVICE ROAD, 11 FEET SOUTH OF THE CENTER OF A CROSS
 BJ5072'DRAIN AND 2 FEET NORTH OF A METAL WITNESS POST.
 BJ5072'
 BJ5072'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5072
 BJ5072                          STATION RECOVERY (2006)
 BJ5072
 BJ5072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ5072'RECOVERED AS DESCRIBED. NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3142 ***********************************************************************
 AU3142  DESIGNATION -  LOCK
 AU3142  PID         -  AU3142
 AU3142  STATE/COUNTY-  LA/LAFOURCHE
 AU3142  USGS QUAD   -  LOCKPORT (1980)
 AU3142
 AU3142                         *CURRENT SURVEY CONTROL
 AU3142  ___________________________________________________________________
 AU3142* NAD 83(1992)-  29 39 13.52162(N)    090 32 34.02237(W)     ADJUSTED  
 AU3142* NAVD 88     -         2.2  **(meters)       7.   **(feet)  VERTCON   
 AU3142  **This station is located in a subsidence area (see below).
 AU3142  ___________________________________________________________________
 AU3142  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3142  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AU3142
 AU3142  HORZ ORDER  -  SECOND
 AU3142
 AU3142.The horizontal coordinates were established by classical geodetic methods
 AU3142.and adjusted by the National Geodetic Survey in January 1993..
 AU3142
 AU3142 ** The orthometric height has not been validated since last determined
 AU3142 ** by differential leveling and should not be used for control purposes.
 AU3142 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3142 ** area with valid NAVD 88 orthometric heights.
 AU3142 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3142 ** epoch indicated which incorporates improved geoid heights for the
 AU3142 ** Southern Louisiana Subsidence area.
 AU3142 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3142
 AU3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3142
 AU3142.The geoid height was determined by GEOID03.
 AU3142
 AU3142;                    North         East     Units Scale Factor Converg.
 AU3142;SPC LA S     -   128,152.056 1,076,535.667   MT  0.99994398   +0 23 43.0
 AU3142;SPC LA S     -   420,445.54  3,531,934.10   sFT  0.99994398   +0 23 43.0
 AU3142;UTM  15      - 3,282,944.088   737,848.658   MT  1.00029807   +1 12 58.7
 AU3142
 AU3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3142!SPC LA S     -   1.00000363  x   0.99994398  =   0.99994761
 AU3142!UTM  15      -   1.00000363  x   1.00029807  =   1.00030170
 AU3142
 AU3142|---------------------------------------------------------------------|
 AU3142| PID    Reference Object                     Distance      Geod. Az  |
 AU3142|                                                           dddmmss.s |
 AU3142| DD7367 LOCK RM 1                            24.037 METERS 21351     |
 AU3142| DD7366 LOCK AZ MK                                         2483846.7 |
 AU3142| AU3143 LOCK LDH 1972 RM 2                   16.536 METERS 29731     |
 AU3142| AU3144 MATHEWS WATER TANK                  APPROX. 4.8 KM 3451747.5 |
 AU3142|---------------------------------------------------------------------|
 AU3142
 AU3142                          SUPERSEDED SURVEY CONTROL
 AU3142
 AU3142  NAD 83(1986)-  29 39 13.53971(N)    090 32 34.02569(W) AD(       ) 2
 AU3142  NAD 27      -  29 39 12.77221(N)    090 32 33.71930(W) AD(       ) 2
 AU3142  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 AU3142
 AU3142.Superseded values are not recommended for survey control.
 AU3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3142.See file dsdata.txt to determine how the superseded data were derived.
 AU3142
 AU3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3784982944(NAD 83)
 AU3142_MARKER: DD = SURVEY DISK
 AU3142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3142
 AU3142  HISTORY     - Date     Condition        Report By
 AU3142  HISTORY     - 1972     MONUMENTED       LADH
 AU3142  HISTORY     - 1982     GOOD             NGS
 AU3142
 AU3142                          STATION DESCRIPTION
 AU3142
 AU3142'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU3142'THE STATION IS LOCATED 7 MILES SOUTHEAST OF RACELAND, 11 MILES
 AU3142'NORTHEAST OF HOUMA AND 11 MILES NORTHWEST OF LAROSE, IN THE
 AU3142'NORTHWEST 1/4 OF SECTION 33, T16S, R19E, AND ON THE PROPERTY OWNED
 AU3142'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU3142'
 AU3142'TO REACH THE STATION FROM THE BAYOU LAFOURCHE BRIDGE IN MATHEWS ON
 AU3142'STATE HIGHWAY 1, DRIVE SOUTHEAST ALONG STATE HIGHWAY 1 FOR 3 MILES
 AU3142'TO THE JUNCTION WITH OLD STATE HIGHWAY 1 AND NEW STATE HIGHWAY 1 IN
 AU3142'LOCKPORT.  THE STATION IS SET IN THE MEDIAN OF THE JUNCTION NEAR
 AU3142'A POWER POLE AND A FIRE HYDRANT.
 AU3142'
 AU3142'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 AU3142'HIGHWAY 1 FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND NORTH OF
 AU3142'THE HIGHWAY NEAR A METAL GATE.
 AU3142'
 AU3142'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3142'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3142'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER BOX THAT IS 12
 AU3142'INCHES BELOW THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE
 AU3142'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 AU3142'GROUND SURFACE.  THEY ARE STAMPED LOCK 1972.  THE MARK IS 105 FEET
 AU3142'EAST OF A FIRE HYDRANT, 50 FEET WEST OF A POWER POLE, 22 FEET
 AU3142'SOUTH OF THE CENTER OF STATE HIGHWAY 1, 21 FEET WEST OF THE CENTER
 AU3142'OF A BLACKTOP ROAD (OLD STATE HIGHWAY 1), AND 4 FEET WEST OF A
 AU3142'METAL WITNESS POST AND SIGN.
 AU3142'
 AU3142'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3142'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3142'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3142'STAMPED LOCK R. M. 1 1972.  IT IS 62 FEET SOUTH OF THE CENTER OF
 AU3142'STATE HIGHWAY 1, 51 FEET EAST OF THE CENTER OF A BLACKTOP (OLD STATE
 AU3142'HIGHWAY 1), 44 FEET SOUTHEAST OF A CONCRETE CULVERT, 42 FEET NORTH OF
 AU3142'A POWER POLE, 42 FEET SOUTHEAST OF A FIRE HYDRANT.
 AU3142'
 AU3142'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3142'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3142'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3142'STAMPED LOCK R. M. 2 1972.  IT IS 93 FEET NORTHEAST OF A FIRE
 AU3142'HYDRANT 54 FEET EAST OF A CONCRETE CULVERT, 49 FEET EAST-SOUTHEAST
 AU3142'OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 39 FEET SOUTH OF A
 AU3142'FENCE, AND 23 FEET NORTH OF STATE HIGHWAY 1.
 AU3142'
 AU3142'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3142'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3142'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3142'STAMPED LOCK AZ. MK. 1972.  IT IS 156 FEET EAST OF A TELEPHONE
 AU3142'POLE, 39 FEET NORTH OF THE CENTER OF STATE HIGHWAY 1, 23 FEET
 AU3142'EAST-SOUTHEAST OF THE CENTER OF A METAL GATE, 7 FEET WEST-NORTHWEST
 AU3142'OF A CONCRETE CULVERT, AND 2 FEET NORTH-NORTHEAST OF A METAL
 AU3142'WITNESS POST AND SIGN.
 AU3142'
 AU3142'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU3142
 AU3142                          STATION RECOVERY (1982)
 AU3142
 AU3142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (LLA)
 AU3142'STATION MARKS LOCK 1972 RM 1 AND AZ MK 1972 WERE RECOVERED IN GOOD
 AU3142'CONDITION.  LOCK RM 2 WAS DESTROYED.
 AU3142'
 AU3142'UPPER PORTION OF CONCRETE WITH DISK HAD BEEN BROKEN OFF.  SOME
 AU3142'CONCRETE STILL IN GROUND.  HEAVILY MUTILATED DISK WAS REMOVED FROM
 AU3142'CONCRETE CHUNK AND DELIVERED TO NGS LIASON, MR. JIM FUCHS,
 AU3142'P.O. BOX 44255, BATON ROUGE, LA 70804 (MAR. 19, 1982).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0135 ***********************************************************************
 CQ0135  DESIGNATION -  LOCK 5 BOLT
 CQ0135  PID         -  CQ0135
 CQ0135  STATE/COUNTY-  LA/OUACHITA
 CQ0135  USGS QUAD   -  STERLINGTON (1994)
 CQ0135
 CQ0135                         *CURRENT SURVEY CONTROL
 CQ0135  ___________________________________________________________________
 CQ0135* NAD 83(1986)-  32 42 04.     (N)    092 04 59.     (W)     SCALED    
 CQ0135* NAVD 88     -        16.70   (+/-2cm)      54.8    (feet)  VERTCON   
 CQ0135  ___________________________________________________________________
 CQ0135  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0135
 CQ0135  VERT ORDER  -  ? (See Below)
 CQ0135
 CQ0135.The horizontal coordinates were scaled from a topographic map and have
 CQ0135.an estimated accuracy of +/- 6 seconds.
 CQ0135
 CQ0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0135.The vertical order pertains to the NGVD 29 superseded value.
 CQ0135
 CQ0135.The geoid height was determined by GEOID03.
 CQ0135
 CQ0135;                    North         East    Units  Estimated Accuracy
 CQ0135;SPC LA N     -   244,130.    1,039,100.      MT  (+/- 180 meters Scaled)
 CQ0135
 CQ0135                          SUPERSEDED SURVEY CONTROL
 CQ0135
 CQ0135  NGVD 29 (??/??/??)   16.781  (m)           55.06   (f) ADJUSTED    ?  
 CQ0135
 CQ0135.Superseded values are not recommended for survey control.
 CQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0135.See file dsdata.txt to determine how the superseded data were derived.
 CQ0135
 CQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS859185(NAD 83)
 CQ0135_MARKER: B = BOLT
 CQ0135_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0135_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0135
 CQ0135  HISTORY     - Date     Condition        Report By
 CQ0135  HISTORY     - UNK      MONUMENTED       DOD
 CQ0135  HISTORY     - 1934     GOOD             CGS
 CQ0135  HISTORY     - 1972     GOOD             LADTD
 CQ0135
 CQ0135                          STATION DESCRIPTION
 CQ0135
 CQ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0135'1 MI N FROM STERLINGTON.
 CQ0135'1 MILE NORTH OF STERLINGTON, OUACHITA PARISH, ON THE OUACHITA RIVER,
 CQ0135'AT LOCK 5, 4 FEET DOWN STREAM FROM THE CONCRETE WALK PARALLELING THE
 CQ0135'RIVER BANK, AT THE LOCK WALL, AND 0.8 FOOT FROM THE LANDSIDE EDGE NEAR
 CQ0135'THE AXIS OF THE DAM.  A BRONZE BOLT, SET IN THE TOP OF A CONCRETE
 CQ0135'SLAB, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ0135'ENGINEERS, U. S. ARMY, STANDARD CAP.
 CQ0135
 CQ0135                          STATION RECOVERY (1972)
 CQ0135
 CQ0135'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0135'MARK IS ONE MILE NORTH OF STERLINGTON, OUACHITA PARISH, ON OUACHITA
 CQ0135'RIVER, AT LOCK 5, 4 FEET DOWNSTREAM FROM THE CONCRETE WALK PARALLELING
 CQ0135'THE RIVER BANK, AT THE LOCK WALL, AND 0.8 FEET FROM THE LANDSIDE EDGE
 CQ0135'NEAR THE AXIS OF THE DAM.  A BRONZE BOLT, SET IN THE TOP OF A CONCRETE
 CQ0135'SLAB, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ0135'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0134 ***********************************************************************
 CQ0134  DESIGNATION -  LOCK 5 CAP
 CQ0134  PID         -  CQ0134
 CQ0134  STATE/COUNTY-  LA/OUACHITA
 CQ0134  USGS QUAD   -  STERLINGTON (1994)
 CQ0134
 CQ0134                         *CURRENT SURVEY CONTROL
 CQ0134  ___________________________________________________________________
 CQ0134* NAD 83(1986)-  32 42 03.     (N)    092 05 00.     (W)     SCALED    
 CQ0134* NAVD 88     -        16.540  (meters)      54.27   (feet)  ADJUSTED  
 CQ0134  ___________________________________________________________________
 CQ0134  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0134  DYNAMIC HT  -          16.521 (meters)      54.20  (feet)  COMP
 CQ0134  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CQ0134
 CQ0134  VERT ORDER  -  SECOND    CLASS I
 CQ0134
 CQ0134.The horizontal coordinates were scaled from a topographic map and have
 CQ0134.an estimated accuracy of +/- 6 seconds.
 CQ0134
 CQ0134.The orthometric height was determined by differential leveling
 CQ0134.and adjusted by the National Geodetic Survey in June 1991..
 CQ0134
 CQ0134.The geoid height was determined by GEOID03.
 CQ0134
 CQ0134.The dynamic height is computed by dividing the NAVD 88
 CQ0134.geopotential number by the normal gravity value computed on the
 CQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0134.degrees latitude (g = 980.6199 gals.).
 CQ0134
 CQ0134.The modeled gravity was interpolated from observed gravity values.
 CQ0134
 CQ0134;                    North         East    Units  Estimated Accuracy
 CQ0134;SPC LA N     -   244,100.    1,039,070.      MT  (+/- 180 meters Scaled)
 CQ0134
 CQ0134                          SUPERSEDED SURVEY CONTROL
 CQ0134
 CQ0134  NGVD 29 (??/??/??)   16.625  (m)           54.54   (f) ADJUSTED    2 1
 CQ0134
 CQ0134.Superseded values are not recommended for survey control.
 CQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0134.See file dsdata.txt to determine how the superseded data were derived.
 CQ0134
 CQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS859184(NAD 83)
 CQ0134_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0134_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0134_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0134
 CQ0134  HISTORY     - Date     Condition        Report By
 CQ0134  HISTORY     - UNK      MONUMENTED       DOD
 CQ0134  HISTORY     - 1934     GOOD             CGS
 CQ0134  HISTORY     - 1972     GOOD             LADTD
 CQ0134
 CQ0134                          STATION DESCRIPTION
 CQ0134
 CQ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0134'1 MI N FROM STERLINGTON.
 CQ0134'1 MILE NORTH OF STERLINGTON, OUACHITA PARISH, ON THE OUACHITA RIVER,
 CQ0134'AT LOCK 5, 4 FEET DOWN STREAM FROM THE CONCRETE WALK PARALLELING THE
 CQ0134'RIVER BANK, AT THE LOCK WALL, AND 0.8 FOOT FROM THE LANDSIDE EDGE NEAR
 CQ0134'THE AXIS OF THE DAM.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U. S.
 CQ0134'ARMY, STANDARD CAP.
 CQ0134
 CQ0134                          STATION RECOVERY (1972)
 CQ0134
 CQ0134'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0134'MARK IS ONE MILE NORTH OF STERLINGTON, OUACHITA PARISH, ON OUACHITA
 CQ0134'RIVER, AT LOCK 5, 4 FEET DOWNSTREAM FROM THE CONCRETE WALK PARALLELING
 CQ0134'THE RIVER BANK, AT THE LOCK WALL, AND 0.8 FEET FROM THE LANDSIDE EDGE
 CQ0134'NEAR THE AXIS OF THE DAM.  A BRONZE BOLT, SET IN THE TOP OF A CONCRETE
 CQ0134'SLAB, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CQ0134'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3140 ***********************************************************************
 AU3140  DESIGNATION -  LOCKPORT MUNICIPAL TANK
 AU3140  PID         -  AU3140
 AU3140  STATE/COUNTY-  LA/LAFOURCHE
 AU3140  USGS QUAD   -  LOCKPORT (1980)
 AU3140
 AU3140                         *CURRENT SURVEY CONTROL
 AU3140  ___________________________________________________________________
 AU3140* NAD 83(1992)-  29 38 48.94048(N)    090 32 16.30545(W)     ADJUSTED  
 AU3140* NAVD 88     -                                                        
 AU3140  **This station is located in a subsidence area (see below).
 AU3140  ___________________________________________________________________
 AU3140  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3140  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AU3140
 AU3140  HORZ ORDER  -  THIRD
 AU3140
 AU3140.The horizontal coordinates were established by classical geodetic methods
 AU3140.and adjusted by the National Geodetic Survey in January 1993..
 AU3140
 AU3140 ** The orthometric height has not been validated since last determined
 AU3140 ** by differential leveling and should not be used for control purposes.
 AU3140 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3140 ** area with valid NAVD 88 orthometric heights.
 AU3140 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3140 ** epoch indicated which incorporates improved geoid heights for the
 AU3140 ** Southern Louisiana Subsidence area.
 AU3140 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3140
 AU3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3140
 AU3140.The geoid height was determined by GEOID03.
 AU3140
 AU3140;                    North         East     Units Scale Factor Converg.
 AU3140;SPC LA S     -   127,398.542 1,077,017.367   MT  0.99994470   +0 23 51.9
 AU3140;SPC LA S     -   417,973.38  3,533,514.48   sFT  0.99994470   +0 23 51.9
 AU3140;UTM  15      - 3,282,197.288   738,341.279   MT  1.00030097   +1 13 06.5
 AU3140
 AU3140                          SUPERSEDED SURVEY CONTROL
 AU3140
 AU3140  NAD 83(1986)-  29 38 48.95951(N)    090 32 16.30892(W) AD(       ) 4
 AU3140  NAD 27      -  29 38 48.19214(N)    090 32 16.00150(W) AD(       ) 3
 AU3140
 AU3140.Superseded values are not recommended for survey control.
 AU3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3140.See file dsdata.txt to determine how the superseded data were derived.
 AU3140
 AU3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3834182197(NAD 83)
 AU3140_MARKER: 51 = TANK
 AU3140
 AU3140  HISTORY     - Date     Condition        Report By
 AU3140  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3140  HISTORY     - 1948     GOOD             CGS
 AU3140
 AU3140                          STATION DESCRIPTION
 AU3140
 AU3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3140'RECOVERED.  THIS STATION WAS NOT PREVIOUSLY DESCRIBED.
 AU3140'
 AU3140'STATION IS IN THE TOWN OF LOCKPORT, ABOUT 2 BLOCKS SE OF THE
 AU3140'INTERSECTION OF THE INTRACOASTAL WATERWAY AND BAYOU LAFOUCHE,
 AU3140'ON THE SW BANK OF THE BAYOU.  IT IS A STEEL TANK ELEVATED ON A
 AU3140'STEEL TOWER, PAINTED ALUMINUM, AND ABOUT 135 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2803 ***********************************************************************
 AU2803  DESIGNATION -  LODGE
 AU2803  PID         -  AU2803
 AU2803  STATE/COUNTY-  LA/JEFFERSON
 AU2803  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2803
 AU2803                         *CURRENT SURVEY CONTROL
 AU2803  ___________________________________________________________________
 AU2803* NAD 83(1992)-  29 59 31.35480(N)    090 09 20.89857(W)     ADJUSTED  
 AU2803* NAVD 88     -        -0.1  **(meters)      -0.   **(feet)  VERTCON   
 AU2803  **This station is located in a subsidence area (see below).
 AU2803  ___________________________________________________________________
 AU2803  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2803  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AU2803
 AU2803  HORZ ORDER  -  SECOND
 AU2803
 AU2803.The horizontal coordinates were established by classical geodetic methods
 AU2803.and adjusted by the National Geodetic Survey in January 1993..
 AU2803
 AU2803 ** The orthometric height has not been validated since last determined
 AU2803 ** by differential leveling and should not be used for control purposes.
 AU2803 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2803 ** area with valid NAVD 88 orthometric heights.
 AU2803 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2803 ** epoch indicated which incorporates improved geoid heights for the
 AU2803 ** Southern Louisiana Subsidence area.
 AU2803 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2803
 AU2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2803
 AU2803.The geoid height was determined by GEOID03.
 AU2803
 AU2803;                    North         East     Units Scale Factor Converg.
 AU2803;SPC LA S     -   165,968.187 1,113,613.941   MT  0.99992576   +0 35 19.6
 AU2803;SPC LA S     -   544,513.96  3,653,581.74   sFT  0.99992576   +0 35 19.6
 AU2803;UTM  15      - 3,321,309.878   774,394.674   MT  1.00052904   +1 25 21.5
 AU2803
 AU2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2803!SPC LA S     -   1.00000412  x   0.99992576  =   0.99992988
 AU2803!UTM  15      -   1.00000412  x   1.00052904  =   1.00053317
 AU2803
 AU2803|---------------------------------------------------------------------|
 AU2803| PID    Reference Object                     Distance      Geod. Az  |
 AU2803|                                                           dddmmss.s |
 AU2803| DD7371 LODGE RM 1                           30.385 METERS 00206     |
 AU2803| DD7368 LODGE 2 RM 3                         25.978 METERS 21727     |
 AU2803| AU2804 LODGE LDH 1972 A POINT                6.783 METERS 22842     |
 AU2803| AU2811 LODGE 2                              19.387 METERS 24500     |
 AU2803| DD7370 LODGE AZ MK                                        2745916.7 |
 AU2803| DD7372 LODGE RM 2                           13.558 METERS 29349     |
 AU2803| AU2784 METAIRIE EAST WATER TANK            APPROX. 0.6 KM 3370026.4 |
 AU2803|---------------------------------------------------------------------|
 AU2803
 AU2803                          SUPERSEDED SURVEY CONTROL
 AU2803
 AU2803  NAD 83(1986)-  29 59 31.36991(N)    090 09 20.89739(W) AD(       ) 2
 AU2803  NAD 27      -  29 59 30.63867(N)    090 09 20.62979(W) AD(       ) 2
 AU2803  NGVD 29 (07/19/86)    0.0    (m)            0.     (f) VERT ANG       
 AU2803
 AU2803.Superseded values are not recommended for survey control.
 AU2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2803.See file dsdata.txt to determine how the superseded data were derived.
 AU2803
 AU2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7439521310(NAD 83)
 AU2803_MARKER: DH = HORIZONTAL CONTROL DISK
 AU2803_SETTING: 0 = UNSPECIFIED SETTING
 AU2803
 AU2803  HISTORY     - Date     Condition        Report By
 AU2803  HISTORY     - 1979     MONUMENTED       NGS
 AU2803  HISTORY     - 19950120 GOOD             USPSQD
 AU2803
 AU2803                          STATION DESCRIPTION
 AU2803
 AU2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AU2803'THE STATION MARK IS LOCATED ABOUT 5.0 MILES NORTHEAST OF DOWNTOWN NEW
 AU2803'ORLEANS, 6.0 MILES NORTHEAST OF KENNER AND 5.0 MILES NORTH OF GRENTA,
 AU2803'IN THE SOUTHEAST QUARTER OF SECTION 46, T12S, R10E, AND ON THE
 AU2803'PROPERTY OF THE METAIRIE LODGE NO 444 F AND A.M., MR WILLIAM BAGLEY,
 AU2803'MASTER, PHONE NUMBER (504) 888 1783 WAS CONTACTED.
 AU2803'
 AU2803'TO REACH THE STATION FROM THE SOUTH TOLL HOUSE ON LAKE
 AU2803'PONTCHARTRAIN CAUSEWAY BRIDGE, GO SOUTH ON CAUSEWAY BOULEVARD FOR
 AU2803'2.0 MILES TO DRAINAGE CANAL NO 4 AND THE METAIRIE LODGE AND THE
 AU2803'STATION ON THE RIGHT ON THE SOUTH SIDE OF THE CANAL.
 AU2803'
 AU2803'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2803'U.S.C.G.S. DISK STAMPED--LODGE 2 1979--, CEMENTED IN A DRILL HOLE
 AU2803'IN THE SOUTHEAST CORNER OF THE SECOND TIER OF CONCRETE BASE FOR
 AU2803'FLAG POLE AT THE EAST SIDE OF THE METAIRIE LODGE NO 444 F AND AM.
 AU2803'
 AU2803'LOCATED 44.3 FEET NNE FROM THE SOUTHEAST CORNER OF THE LODGE BUILDING
 AU2803'17.5 FEET SE FROM THE NORTHEAST CORNER OF THE LODGE BUILDING,
 AU2803'2.0 FEET SE FROM THE FLAG STAFF AT THE EAST SIDE OF THE BUILDING.
 AU2803'
 AU2803'REFERENCE MARK NO 3 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AU2803'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED LODGE 2 NO 3 1979,
 AU2803'CEMENTED IN A DRILL HOLE ON CONCRETE FOOTING FOR IRON PIPE SUPPORTING
 AU2803'SIGN PRINTING METAIRIE BRANCH NO 1 2122 N CAUSEWAY.
 AU2803'
 AU2803'LOCATED 54.0 FEET SE FROM THE NE CORNER OF THE LODGE BUILDING,
 AU2803'22.5 FEET E FROM THE SE CORNER OF THE LODGE BUILDING.
 AU2803'
 AU2803'REFERENCE MARK NO 4 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AU2803'AND U.S.COAST AND GEODETIC SURVEY DISK STAMPED LODGE 2 NO 4 1979,
 AU2803'CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB AT THE SOUTH SIDE
 AU2803'AND ENTRANCE INTO THE LODGE BUILDING AND PRINTING SHOP.
 AU2803'
 AU2803'LOCATED 54.0 FEET SE FROM THE SE CORNER OF THE LODGE BUILDING,
 AU2803'53.0 FEET SSE FROM THE NE CORNER OF THE LODGE BUILDING.
 AU2803
 AU2803                          STATION RECOVERY (1995)
 AU2803
 AU2803'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2811 ***********************************************************************
 AU2811  DESIGNATION -  LODGE 2
 AU2811  PID         -  AU2811
 AU2811  STATE/COUNTY-  LA/JEFFERSON
 AU2811  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2811
 AU2811                         *CURRENT SURVEY CONTROL
 AU2811  ___________________________________________________________________
 AU2811* NAD 83(1992)-  29 59 31.08870(N)    090 09 21.55409(W)     ADJUSTED  
 AU2811* NAVD 88     -        -0.1  **(meters)      -0.   **(feet)  VERTCON   
 AU2811  **This station is located in a subsidence area (see below).
 AU2811  ___________________________________________________________________
 AU2811  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2811  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AU2811
 AU2811  HORZ ORDER  -  THIRD
 AU2811
 AU2811.The horizontal coordinates were established by classical geodetic methods
 AU2811.and adjusted by the National Geodetic Survey in January 1993..
 AU2811.No horizontal observational check was made to the station.
 AU2811
 AU2811 ** The orthometric height has not been validated since last determined
 AU2811 ** by differential leveling and should not be used for control purposes.
 AU2811 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2811 ** area with valid NAVD 88 orthometric heights.
 AU2811 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2811 ** epoch indicated which incorporates improved geoid heights for the
 AU2811 ** Southern Louisiana Subsidence area.
 AU2811 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2811
 AU2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2811
 AU2811.The geoid height was determined by GEOID03.
 AU2811
 AU2811;                    North         East     Units Scale Factor Converg.
 AU2811;SPC LA S     -   165,959.814 1,113,596.457   MT  0.99992576   +0 35 19.3
 AU2811;SPC LA S     -   544,486.49  3,653,524.38   sFT  0.99992576   +0 35 19.3
 AU2811;UTM  15      - 3,321,301.246   774,377.303   MT  1.00052893   +1 25 21.2
 AU2811
 AU2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2811!SPC LA S     -   1.00000412  x   0.99992576  =   0.99992988
 AU2811!UTM  15      -   1.00000412  x   1.00052893  =   1.00053306
 AU2811
 AU2811|---------------------------------------------------------------------|
 AU2811| PID    Reference Object                     Distance      Geod. Az  |
 AU2811|                                                           dddmmss.s |
 AU2811| AU2803 LODGE                                19.387 METERS 06500     |
 AU2811| DD7368 LODGE 2 RM 3                         12.560 METERS 17152     |
 AU2811| DD7369 LODGE 2 RM 4                         13.955 METERS 19528     |
 AU2811| AU2784 METAIRIE EAST WATER TANK            APPROX. 0.6 KM 3385435.4 |
 AU2811|---------------------------------------------------------------------|
 AU2811
 AU2811                          SUPERSEDED SURVEY CONTROL
 AU2811
 AU2811  NAD 83(1986)-  29 59 31.10382(N)    090 09 21.55290(W) AD(       ) 3
 AU2811  NAD 27      -  29 59 30.37255(N)    090 09 21.28529(W) AD(       ) 3
 AU2811  NGVD 29 (07/19/86)    0.0    (m)            0.     (f) VERT ANG       
 AU2811
 AU2811.Superseded values are not recommended for survey control.
 AU2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2811.See file dsdata.txt to determine how the superseded data were derived.
 AU2811
 AU2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7437721301(NAD 83)
 AU2811_MARKER: DH = HORIZONTAL CONTROL DISK
 AU2811_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AU2811_SP_SET: CONCRETE BASE FOR FLAGPOLE
 AU2811_STAMPING: LODGE 2 LDH
 AU2811_MARK LOGO: NGS   
 AU2811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2811
 AU2811  HISTORY     - Date     Condition        Report By
 AU2811  HISTORY     - 1979     MONUMENTED       NGS
 AU2811
 AU2811                          STATION DESCRIPTION
 AU2811
 AU2811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AU2811'THE STATION IS LOCATED ABOUT 5.0 MILES (8.0 KM) NORTHEAST OF DOWNTOWN
 AU2811'NEW ORLEANS, 6.0 MILES (9.7 KM) NORTHEAST OF KENNER AND 5.0 MILES
 AU2811'(8.0 KM) NORTH OF GRETNA, IN THE SOUTHEAST QUARTER OF SECTION 46,
 AU2811'T12S, R10E, AND ON THE PROPERTY OF THE METAIRIE LODGE NO 444 F AND
 AU2811'A.M. MR. WILLIAM BAGLEY, MASTER, TELEPHONE (504) 888 1783.
 AU2811'TO REACH THE STATION FROM THE SOUTH TOLL HOUSE ON LAKE PONCHARTRAIN
 AU2811'CAUSEWAY BRIDGE, GO SOUTH ON CAUSEWAY BOULEVARD FOR 2.0 MILES
 AU2811'(3.2 KM) TO DRAINAGE CANAL NO 4 AND THE METAIRIE LODGE AND THE
 AU2811'STATION ON THE RIGHT ON THE SOUTH SIDE OF THE CANAL.
 AU2811'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S.
 AU2811'COAST AND GEODETIC SURVEY DISK STAMPED LODGE 2 1979, CEMENTED IN A
 AU2811'DRILL HOLE IN THE SOUTHEAST CORNER OF THE SECOND TIER OF CONCRETE
 AU2811'BASE FOR FLAG POLE AT THE EAST SIDE OF THE METAIRIE LODGE NO. 444 F
 AU2811'AND AM.
 AU2811'LOCATED 44.3 FEET NNE FROM THE SOUTHEAST CORNER OF THE LODGE BUILDING
 AU2811'17.5 FEET SE FROM THE NORTHEAST CORNER OF THE LODGE BUILDING,
 AU2811'2.0 FEET SE FROM THE FLAG STAFF AT THE EAST SIDE OF THE BUILDING.
 AU2811'REFERENCE MARK NO 3 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AU2811'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED LODGE 2 NO 3 1979,
 AU2811'CEMENTED IN A DRILL HOLE ON CONCRETE FOOTING FOR IRON PIPE SUPPORTING
 AU2811'SIGN PRINTING METAIRIE BRANCH NO 1 2122 N CAUSEWAY.
 AU2811'LOCATED 54.0 FEET SE FROM THE NE CORNER OF THE LODGE BUILDING,
 AU2811'22.5 FEET E FROM THE SE CORNER OF THE LODGE BUILDING.
 AU2811'REFERENCE MARK NO 4 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AU2811'AND U.S.COAST AND GEODETIC SURVEY DISK STAMPED LODGE 2 NO 4 1979,
 AU2811'CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB AT THE SOUTH SIDE
 AU2811'AND ENTRANCE INTO THE LODGE BUILDING AND PRINTING SHOP.
 AU2811'LOCATED 54.0 FEET SE FROM THE SE CORNER OF THE LODGE BUILDING,
 AU2811'53.0 FEET SSE FROM THE NE CORNER OF THE LODGE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3674 ***********************************************************************
 BJ3674  FBN         -  This is a Federal Base Network Control Station.
 BJ3674  DESIGNATION -  LOFTON
 BJ3674  PID         -  BJ3674
 BJ3674  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3674  USGS QUAD   -  FELPS (1984)
 BJ3674
 BJ3674                         *CURRENT SURVEY CONTROL
 BJ3674  ___________________________________________________________________
 BJ3674* NAD 83(1992)-  30 53 13.09294(N)    090 52 38.62985(W)     ADJUSTED  
 BJ3674* NAVD 88     -        73.106  (meters)     239.85   (feet)  ADJUSTED  
 BJ3674  ___________________________________________________________________
 BJ3674  X           -     -83,891.168 (meters)                     COMP
 BJ3674  Y           -  -5,477,831.747 (meters)                     COMP
 BJ3674  Z           -   3,255,169.167 (meters)                     COMP
 BJ3674  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ3674  ELLIP HEIGHT-          45.87  (meters)          (06/20/00) GPS OBS
 BJ3674  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3674  DYNAMIC HT  -          73.012 (meters)     239.54  (feet)  COMP
 BJ3674  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 BJ3674
 BJ3674  HORZ ORDER  -  B
 BJ3674  VERT ORDER  -  SECOND    CLASS I
 BJ3674  ELLP ORDER  -  THIRD     CLASS I
 BJ3674
 BJ3674.The horizontal coordinates were established by GPS observations
 BJ3674.and adjusted by the National Geodetic Survey in September 1992..
 BJ3674
 BJ3674.The orthometric height was determined by differential leveling
 BJ3674.and adjusted by the National Geodetic Survey in February 1994..
 BJ3674
 BJ3674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3674
 BJ3674.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3674
 BJ3674.The ellipsoidal height was determined by GPS observations
 BJ3674.and is referenced to NAD 83.
 BJ3674
 BJ3674.The geoid height was determined by GEOID03.
 BJ3674
 BJ3674.The dynamic height is computed by dividing the NAVD 88
 BJ3674.geopotential number by the normal gravity value computed on the
 BJ3674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3674.degrees latitude (g = 980.6199 gals.).
 BJ3674
 BJ3674.The modeled gravity was interpolated from observed gravity values.
 BJ3674
 BJ3674;                    North         East     Units Scale Factor Converg.
 BJ3674;SPC LA S     -   264,679.239 1,043,596.973   MT  1.00004511   +0 13 40.7
 BJ3674;SPC LA S     -   868,368.47  3,423,867.74   sFT  1.00004511   +0 13 40.7
 BJ3674;UTM  15      - 3,419,005.373   702,897.260   MT  1.00010784   +1 05 24.0
 BJ3674
 BJ3674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3674!SPC LA S     -   0.99999280  x   1.00004511  =   1.00003791
 BJ3674!UTM  15      -   0.99999280  x   1.00010784  =   1.00010064
 BJ3674
 BJ3674|---------------------------------------------------------------------|
 BJ3674| PID    Reference Object                     Distance      Geod. Az  |
 BJ3674|                                                           dddmmss.s |
 BJ3674| BJ3675 LOFTON RM 1                          24.162 METERS 11151     |
 BJ3674| BJ3673 LOFTON RM 2                          23.360 METERS 24729     |
 BJ3674| BJ3578 LOFTON AZ MK                        377.075 METERS 31616     |
 BJ3674|---------------------------------------------------------------------|
 BJ3674
 BJ3674                          SUPERSEDED SURVEY CONTROL
 BJ3674
 BJ3674  ELLIP H (01/21/93)   45.94   (m)                       GP(       ) 4 2
 BJ3674  ELLIP H (09/10/92)   45.94   (m)                       GP(       ) 4 1
 BJ3674  NAD 83(1986)-  30 53 13.11072(N)    090 52 38.62497(W) AD(       ) 1
 BJ3674  NAVD 88 (08/12/94)   73.11   (m)          239.9    (f) LEVELING    3  
 BJ3674  NGVD 29 (06/20/87)   73.13   (m)          239.9    (f) LEVELING    3  
 BJ3674
 BJ3674.Superseded values are not recommended for survey control.
 BJ3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3674.See file dsdata.txt to determine how the superseded data were derived.
 BJ3674
 BJ3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0289719005(NAD 83)
 BJ3674_MARKER: DD = SURVEY DISK
 BJ3674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3674_SP_SET: CONCRETE POST
 BJ3674_STAMPING: LOFTON 1984
 BJ3674_MARK LOGO: CGS+SS
 BJ3674_PROJECTION: FLUSH
 BJ3674_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3674+STABILITY: SURFACE MOTION
 BJ3674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3674+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 BJ3674
 BJ3674  HISTORY     - Date     Condition        Report By
 BJ3674  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3674  HISTORY     - 1984     GOOD             LADTD
 BJ3674  HISTORY     - 19850611 GOOD
 BJ3674  HISTORY     - 19911016 GOOD             LADTD
 BJ3674  HISTORY     - 19920302 GOOD
 BJ3674  HISTORY     - 19930506 GOOD
 BJ3674  HISTORY     - 19980211 GOOD             NGS
 BJ3674  HISTORY     - 19980304 GOOD             NGS
 BJ3674  HISTORY     - 20040128 GOOD             PICINC
 BJ3674
 BJ3674                          STATION DESCRIPTION
 BJ3674
 BJ3674'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3674'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 74, T2S,
 BJ3674'R3E.  OWNERSHIP--MR. MIKE LOFTON.
 BJ3674'
 BJ3674'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ALONG
 BJ3674'STATE HIGHWAY 10 FOR ABOUT 14.1 KM (8.75 MI) TO THE JUNCTION WITH A
 BJ3674'GRAVEL T-ROAD (RIVER ROAD) ON THE RIGHT THENCE SOUTH (RIGHT) ON THE
 BJ3674'GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO THE STATION MARK ON THE LEFT SET
 BJ3674'IN THE FRONT YARD OF THE RESIDENCE OF MR. MIKE LOFTON.
 BJ3674'
 BJ3674'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3674'DISK STAMPED---LOFTON 1984---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3674'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3674'45.7 METERS (150 FEET) E FROM THE CENTER OF RIVER ROAD, 37.2 METERS
 BJ3674'(122 FEET) E FROM A BOARD FENCE, 23.8 METERS (78 FEET) WSW FROM THE
 BJ3674'SOUTHWEST CORNER OF THE LOFTON RESIDENCE, 10.2 METERS (33.5 FEET) N
 BJ3674'FROM A 4-STRAND BARB WIRE FENCE, AND 4.6 METERS (15 FEET) N FROM THE
 BJ3674'CENTER OF THE GRAVEL DRIVE.
 BJ3674'
 BJ3674'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3674'DEVELOPMENT DISK STAMPED---LOFTON 1984---SET INTO AN IRREGULAR MASS
 BJ3674'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3674'
 BJ3674'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3674'DEVELOPMENT DISK STAMPED---LOFTON RM 1 1984---SET INTO THE TOP OF A
 BJ3674'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3674'GROUND LOCATED 19.5 METERS (64 FEET) SSW FROM THE SOUTHEAST CORNER OF
 BJ3674'THE LOFTON RESIDENCE, 16.2 METERS (53 FEET) S FROM THE SOUTHWEST
 BJ3674'CORNER OF THE LOFTON RESIDENCE, 1.5 METERS (5 FEET) N FROM A FOUR
 BJ3674'STRAND BARB WIRE FENCE, AND 1.4 METERS (4.5 FEET) N FROM A METAL
 BJ3674'WITNESS POST AND SIGN.
 BJ3674'
 BJ3674'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3674'DEVELOPMENT DISK STAMPED---LOFTON RM 2 1984---SET INTO THE TOP OF A
 BJ3674'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3674'GROUND LOCATED 6.1 METERS (20 FEET) ENE FROM A POWER POLE, 5.5 METERS
 BJ3674'(18 FEET) S FROM A GRAVEL DRIVE, 0.9 METER (3 FEET) N FROM A FOUR
 BJ3674'STRAND BARB WIRE FENCE, AND 0.9 METER (3 FEET) N FROM A METAL WITNESS
 BJ3674'POST AND SIGN.
 BJ3674'
 BJ3674'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3674'DISK STAMPED---LOFTON AZ MK---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3674'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3674'16.5 METERS (54 FEET) S FROM THE CENTER OF HIGHWAY 10, 11 METERS (36
 BJ3674'FEET) WNW FROM A POWER POLE NUMBERED 155, 0.8 METER (2.5 FEET) N FROM
 BJ3674'A 5-STRAND BARB WIRE FENCE, AND 0.8 METER (2.5 FEET) E FROM A WITNESS
 BJ3674'POST WITH SIGN.
 BJ3674'
 BJ3674'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON GRAVEL
 BJ3674'ROAD FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF GRAVEL ROAD AND LA 10,
 BJ3674'THENCE WEST (LEFT) ON LA 10 FOR 0.08 KM (0.05 MI) TO THE AZIMUTH MARK
 BJ3674'ON THE LEFT NEAR A BARB WIRE FENCE.
 BJ3674
 BJ3674                          STATION RECOVERY (1984)
 BJ3674
 BJ3674'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3674'14.5 KM (9 MI) EAST FROM CLINTON.
 BJ3674'THE MARK IS 1.22 M ABOVE RIVER ROAD.
 BJ3674'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3674'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3674'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO
 BJ3674'THE STATION MARK ON THE LEFT, SET IN THE FRONT YARD OF THE RESIDENCE
 BJ3674'OF MR MIKE LOFTON, 45.7 METERS (150 FT) EAST OF THE CENTER OF RIVER
 BJ3674'ROAD, 37.2 METERS (122 FT) EAST OF A BOARD FENCE, 23.8METERS (78 FT)
 BJ3674'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE LOFTON RESIDENCE, AND
 BJ3674'10.2 METERS (33.5 FT) NORTH OF A 4-STRAND BARB WIRE FENCE.
 BJ3674'THE MARK IS 4.57 METERS  N FROM  THE CENTER OF GRAVEL DRI
 BJ3674
 BJ3674                          STATION RECOVERY (1985)
 BJ3674
 BJ3674'RECOVERED 1985
 BJ3674'RECOVERED IN GOOD CONDITION.
 BJ3674
 BJ3674                          STATION RECOVERY (1991)
 BJ3674
 BJ3674'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BJ3674'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHEAST OF SLAUGHTER,
 BJ3674'12.5 MI (20.1 KM) WEST-NORTHWEST OF GREENSBURG AND 8.5 MI (13.7 KM)
 BJ3674'EAST OF CLINTON.  OWNERSHIP--MR. MIKE LOFTON, TELEPHONE 504-583-5785.
 BJ3674'NOTE--THIS PHONE NUMBER IS A MOBILE UNIT.
 BJ3674'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 BJ3674'HIGHWAY 10 IN CLINTON, GO EAST FOR 8.5 MI (13.7 KM) ON HIGHWAY 10 TO
 BJ3674'ITS JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE RIGHT, TURN
 BJ3674'RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT,
 BJ3674'SET IN THE FRONT YARD OF THE RESIDENCE OF MR. LOFTON.
 BJ3674'THE STATION IS 150.0 FT (45.7 M) EAST FROM THE CENTER OF THE GRAVEL
 BJ3674'ROAD, 82.5 FT (25.1 M) WEST-SOUTHWEST FROM A METAL WITNESS POST AT RM
 BJ3674'1, 78.0 FT (23.8 M) EAST-NORTHEAST FROM A METAL WITNESS POST AT RM 2,
 BJ3674'78.0 FT (23.8 M) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 BJ3674'LOFTON RESIDENCE, 15.0 FT (4.6 M) NORTH FROM THE CENTER OF A GRAVEL
 BJ3674'DRIVE, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE GRAVEL
 BJ3674'DRIVE.  NO WITNESS POST SET BY THE STATION MARK AT THE REQUEST OF THE
 BJ3674'PROPERTY OWNER.
 BJ3674
 BJ3674                          STATION RECOVERY (1992)
 BJ3674
 BJ3674'RECOVERED 1992
 BJ3674'RECOVERED IN GOOD CONDITION.
 BJ3674
 BJ3674                          STATION RECOVERY (1993)
 BJ3674
 BJ3674'RECOVERED 1993
 BJ3674'RECOVERED IN GOOD CONDITION.
 BJ3674
 BJ3674                          STATION RECOVERY (1998)
 BJ3674
 BJ3674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BJ3674'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) NORTHEAST OF SLAUGHTER,
 BJ3674'12.5 MI (20.1 KM) WEST-NORTHWEST OF GREENSBURG, 8.5 MI (13.7 KM) EAST
 BJ3674'OF CLINTON, AT 7183 RIVER ROAD.  OWNERSHIP--MR. MIKE LOFTON, PHONE
 BJ3674'504-683-5785.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 BJ3674'67 AND STATE HIGHWAY 10 IN CLINTON, GO EAST FOR 8.5 MI (13.7 KM) ON
 BJ3674'HIGHWAY 10 TO A GRAVEL ROAD RIGHT, RIVER ROAD.  TURN RIGHT AND GO
 BJ3674'SOUTH FOR 0.2 MI (0.3 KM) ON RIVER ROAD TO THE STATION ON LEFT, IN THE
 BJ3674'FRONT YARD OF RESIDENCE.  LOCATED 45.7 M (149.9 FT) EAST FROM THE
 BJ3674'CENTER OF GRAVEL ROAD, 24.15 M (79.23 FT) WEST-NORTHWEST FROM LOFTON
 BJ3674'RM 1, 23.4 M (76.8 FT) EAST-NORTHEAST LOFTON RM 2, 23.6 M (77.4 FT)
 BJ3674'WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF HOUSE, 4.6 M (15.1 FT)
 BJ3674'NORTH FROM THE CENTER OF A GRAVEL DRIVE AND FLUSH WITH GROUND.
 BJ3674
 BJ3674                          STATION RECOVERY (1998)
 BJ3674
 BJ3674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BJ3674'RECOVERED AS DESCRIBED.
 BJ3674
 BJ3674                          STATION RECOVERY (2004)
 BJ3674
 BJ3674'RECOVERY NOTE BY PICKERING INCORPORATED 2004 (JCB)
 BJ3674'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3578 ***********************************************************************
 BJ3578  DESIGNATION -  LOFTON AZ MK
 BJ3578  PID         -  BJ3578
 BJ3578  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3578  USGS QUAD   -  FELPS (1984)
 BJ3578
 BJ3578                         *CURRENT SURVEY CONTROL
 BJ3578  ___________________________________________________________________
 BJ3578* NAD 83(1992)-  30 53 21.94033(N)    090 52 48.44407(W)     ADJUSTED  
 BJ3578* NAVD 88     -        75.352  (meters)     247.22   (feet)  ADJUSTED  
 BJ3578  ___________________________________________________________________
 BJ3578  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ3578  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3578  DYNAMIC HT  -          75.255 (meters)     246.90  (feet)  COMP
 BJ3578  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BJ3578
 BJ3578  HORZ ORDER  -  SECOND
 BJ3578  VERT ORDER  -  SECOND    CLASS I
 BJ3578
 BJ3578.The horizontal coordinates were established by classical geodetic methods
 BJ3578.and adjusted by the National Geodetic Survey in May 1994..
 BJ3578.No horizontal observational check was made to the station.
 BJ3578
 BJ3578.The orthometric height was determined by differential leveling
 BJ3578.and adjusted by the National Geodetic Survey in February 1994..
 BJ3578.WARNING-Repeat measurements at this control monument indicate possible
 BJ3578.vertical movement.
 BJ3578
 BJ3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3578
 BJ3578.The geoid height was determined by GEOID03.
 BJ3578
 BJ3578.The dynamic height is computed by dividing the NAVD 88
 BJ3578.geopotential number by the normal gravity value computed on the
 BJ3578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3578.degrees latitude (g = 980.6199 gals.).
 BJ3578
 BJ3578.The modeled gravity was interpolated from observed gravity values.
 BJ3578
 BJ3578;                    North         East     Units Scale Factor Converg.
 BJ3578;SPC LA S     -   264,950.685 1,043,335.218   MT  1.00004577   +0 13 35.8
 BJ3578;SPC LA S     -   869,259.04  3,423,008.96   sFT  1.00004577   +0 13 35.8
 BJ3578;UTM  15      - 3,419,272.866   702,631.434   MT  1.00010651   +1 05 19.2
 BJ3578
 BJ3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3578!SPC LA S     -   0.99999244  x   1.00004577  =   1.00003821
 BJ3578!UTM  15      -   0.99999244  x   1.00010651  =   1.00009895
 BJ3578
 BJ3578                          SUPERSEDED SURVEY CONTROL
 BJ3578
 BJ3578  NAD 83(1992)-  30 53 21.94028(N)    090 52 48.44402(W) AD(       ) 2
 BJ3578  NAD 83(1986)-  30 53 21.95807(N)    090 52 48.43914(W) AD(       ) 2
 BJ3578  NGVD 29 (06/20/87)   75.37   (m)          247.3    (f) LEVELING    3  
 BJ3578
 BJ3578.Superseded values are not recommended for survey control.
 BJ3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3578.See file dsdata.txt to determine how the superseded data were derived.
 BJ3578
 BJ3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0263119273(NAD 83)
 BJ3578_MARKER: DZ = AZIMUTH MARK DISK
 BJ3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3578_SP_SET: CONCRETE POST
 BJ3578_STAMPING: LOFTON AZ MK 1984
 BJ3578_MARK LOGO: LADH  
 BJ3578_PROJECTION: FLUSH
 BJ3578_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3578+STABILITY: SURFACE MOTION
 BJ3578
 BJ3578  HISTORY     - Date     Condition        Report By
 BJ3578  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3578  HISTORY     - 1984     GOOD             LADTD
 BJ3578
 BJ3578                          STATION DESCRIPTION
 BJ3578
 BJ3578'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3578'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 74, T2S,
 BJ3578'R3E.  OWNERSHIP-- LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3578'DEVELOPMENT.
 BJ3578'
 BJ3578'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ALONG
 BJ3578'STATE HIGHWAY 10 FOR ABOUT 14.02 KM (8.7 MI) TO THE STATION MARK ON
 BJ3578'THE RIGHT NEAR A BARB WIRE FENCE.
 BJ3578'
 BJ3578'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3578'DISK STAMPED---LOFTON AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3578'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3578'LOCATED 16.5 METERS (54 FEET) S FROM THE CENTER OF HIGHWAY 10, 11
 BJ3578'METERS (36 FEET) WNW FROM A POWER POLE NUMBERED 155, 0.8 METER (2.5
 BJ3578'FEET) N FROM A 5-STRAND BARB WIRE FENCE, AND 0.8 METER (2.5 FEET) E
 BJ3578'FROM A WITNESS POST AND SIGN.
 BJ3578
 BJ3578                          STATION RECOVERY (1984)
 BJ3578
 BJ3578'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3578'14 KM (8.7 MI) EAST FROM CLINTON.
 BJ3578'ABOUT 14 KM (8.7 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3578'CLINTON TO THE AZIMUTH MARK ON THE RIGHT NEAR A POWER POLE,
 BJ3578'16.5 METERS (54 FT) SOUTH OF THE CENTER OF HIGHWAY 10, 11 METERS
 BJ3578'(36 FT) WEST-NORTHWEST OF POWER POLE NUMBER 155, AND 0.8 METER
 BJ3578'(2.5 FT) NORTH OF A 5-STRAND BARB WIRE FENCE.
 BJ3578'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 BJ3578'THE MARK IS 1.22 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3675 ***********************************************************************
 BJ3675  DESIGNATION -  LOFTON RM 1
 BJ3675  PID         -  BJ3675
 BJ3675  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3675  USGS QUAD   -  FELPS (1984)
 BJ3675
 BJ3675                         *CURRENT SURVEY CONTROL
 BJ3675  ___________________________________________________________________
 BJ3675* NAD 83(1986)-  30 53 15.     (N)    090 52 38.     (W)     SCALED    
 BJ3675* NAVD 88     -        72.978  (meters)     239.43   (feet)  ADJUSTED  
 BJ3675  ___________________________________________________________________
 BJ3675  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3675  DYNAMIC HT  -          72.884 (meters)     239.12  (feet)  COMP
 BJ3675  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 BJ3675
 BJ3675  VERT ORDER  -  SECOND    CLASS I
 BJ3675
 BJ3675.The horizontal coordinates were scaled from a topographic map and have
 BJ3675.an estimated accuracy of +/- 6 seconds.
 BJ3675
 BJ3675.The orthometric height was determined by differential leveling
 BJ3675.and adjusted by the National Geodetic Survey in February 1994..
 BJ3675
 BJ3675.The geoid height was determined by GEOID03.
 BJ3675
 BJ3675.The dynamic height is computed by dividing the NAVD 88
 BJ3675.geopotential number by the normal gravity value computed on the
 BJ3675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3675.degrees latitude (g = 980.6199 gals.).
 BJ3675
 BJ3675.The modeled gravity was interpolated from observed gravity values.
 BJ3675
 BJ3675;                    North         East    Units  Estimated Accuracy
 BJ3675;SPC LA S     -   264,740.    1,043,610.      MT  (+/- 180 meters Scaled)
 BJ3675
 BJ3675                          SUPERSEDED SURVEY CONTROL
 BJ3675
 BJ3675.No superseded survey control is available for this station.
 BJ3675
 BJ3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ029190(NAD 83)
 BJ3675_MARKER: DR = REFERENCE MARK DISK
 BJ3675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3675_SP_SET: CONCRETE POST
 BJ3675_STAMPING: LOFTON RM 1 1984
 BJ3675_MARK LOGO: LADH  
 BJ3675_PROJECTION: FLUSH
 BJ3675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3675+STABILITY: SURFACE MOTION
 BJ3675
 BJ3675  HISTORY     - Date     Condition        Report By
 BJ3675  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3675  HISTORY     - 1984     GOOD             LADTD
 BJ3675
 BJ3675                          STATION DESCRIPTION
 BJ3675
 BJ3675'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3675'14.5 KM (9 MI) EAST FROM CLINTON.
 BJ3675'ABOUT 14.1 KM (8.7 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3675'CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3675'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO
 BJ3675'THE REFERENCE MARK ON THE LEFT, SET IN THE FRONT YARD OF THE RESIDENCE
 BJ3675'OF MR MIKE LOFTON, 68.6 METERS (225 FT) EAST OF THE CENTER OF RIVER
 BJ3675'ROAD, 19.5 METERS (64 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 BJ3675'THE LOFTON RESIDENCE, 16.2 METERS (53 FT) SOUTH OF THE SOUTHWEST
 BJ3675'CORNER OF THE LOFTON RESIDENCE, AND 1.5 METERS (5 FT) NORTH OF A
 BJ3675'4-STRAND BARB WIRE FENCE.
 BJ3675'THE MARK IS 1.37 METERS  N FROM A WITNESS POST.
 BJ3675'THE MARK IS 1.22 M ABOVE RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3673 ***********************************************************************
 BJ3673  DESIGNATION -  LOFTON RM 2
 BJ3673  PID         -  BJ3673
 BJ3673  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3673  USGS QUAD   -  FELPS (1984)
 BJ3673
 BJ3673                         *CURRENT SURVEY CONTROL
 BJ3673  ___________________________________________________________________
 BJ3673* NAD 83(1986)-  30 53 15.     (N)    090 52 38.     (W)     SCALED    
 BJ3673* NAVD 88     -        72.328  (meters)     237.30   (feet)  ADJUSTED  
 BJ3673  ___________________________________________________________________
 BJ3673  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3673  DYNAMIC HT  -          72.234 (meters)     236.99  (feet)  COMP
 BJ3673  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 BJ3673
 BJ3673  VERT ORDER  -  SECOND    CLASS I
 BJ3673
 BJ3673.The horizontal coordinates were scaled from a topographic map and have
 BJ3673.an estimated accuracy of +/- 6 seconds.
 BJ3673
 BJ3673.The orthometric height was determined by differential leveling
 BJ3673.and adjusted by the National Geodetic Survey in February 1994..
 BJ3673
 BJ3673.The geoid height was determined by GEOID03.
 BJ3673
 BJ3673.The dynamic height is computed by dividing the NAVD 88
 BJ3673.geopotential number by the normal gravity value computed on the
 BJ3673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3673.degrees latitude (g = 980.6199 gals.).
 BJ3673
 BJ3673.The modeled gravity was interpolated from observed gravity values.
 BJ3673
 BJ3673;                    North         East    Units  Estimated Accuracy
 BJ3673;SPC LA S     -   264,740.    1,043,610.      MT  (+/- 180 meters Scaled)
 BJ3673
 BJ3673                          SUPERSEDED SURVEY CONTROL
 BJ3673
 BJ3673.No superseded survey control is available for this station.
 BJ3673
 BJ3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ029190(NAD 83)
 BJ3673_MARKER: DR = REFERENCE MARK DISK
 BJ3673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3673_SP_SET: CONCRETE POST
 BJ3673_STAMPING: LOFTON RM 2 1984
 BJ3673_MARK LOGO: LADH  
 BJ3673_PROJECTION: FLUSH
 BJ3673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3673+STABILITY: SURFACE MOTION
 BJ3673
 BJ3673  HISTORY     - Date     Condition        Report By
 BJ3673  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3673  HISTORY     - 1984     GOOD             LADTD
 BJ3673
 BJ3673                          STATION DESCRIPTION
 BJ3673
 BJ3673'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3673'14.5 KM (9 MI) EAST FROM CLINTON.
 BJ3673'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3673'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3673'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO
 BJ3673'THE REFERENCE MARK ON THE LEFT, SET IN THE FRONT YARD OF THE RESIDENCE
 BJ3673'OF MR MIKE LOFTON, 47.5 METERS (156 FT) SOUTHWEST OF THE SOUTHWEST
 BJ3673'CORNER OF THE LOFTON RESIDENCE, 24.1 METERS (79 FT) EAST OF THE CENTER
 BJ3673'OF RIVER ROAD, 15.8 METERS (52 FT) EAST OF A BOARD FENCE, 6.1 METERS
 BJ3673'(20 FT) EAST-NORTHEAST OF A POWER POLE, 5.5 METERS (18 FT) SOUTH OF A
 BJ3673'GRAVEL DRIVE, AND 0.9 METER (3 FT) NORTH OF A 4-STRAND BARB WIRE
 BJ3673'FENCE.
 BJ3673'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 BJ3673'THE MARK IS 1.22 M ABOVE RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3221 ***********************************************************************
 CQ3221  CBN         -  This is a Cooperative Base Network Control Station.
 CQ3221  DESIGNATION -  LOFTUS
 CQ3221  PID         -  CQ3221
 CQ3221  STATE/COUNTY-  LA/DE SOTO
 CQ3221  USGS QUAD   -  STONEWALL (1992)
 CQ3221
 CQ3221                         *CURRENT SURVEY CONTROL
 CQ3221  ___________________________________________________________________
 CQ3221* NAD 83(1992)-  32 15 47.97924(N)    093 49 25.69466(W)     ADJUSTED  
 CQ3221* NAVD 88     -        87.362  (meters)     286.62   (feet)  ADJUSTED  
 CQ3221  ___________________________________________________________________
 CQ3221  X           -    -360,022.861 (meters)                     COMP
 CQ3221  Y           -  -5,386,561.629 (meters)                     COMP
 CQ3221  Z           -   3,385,191.786 (meters)                     COMP
 CQ3221  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CQ3221  ELLIP HEIGHT-          61.55  (meters)          (02/12/02) GPS OBS
 CQ3221  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3221  DYNAMIC HT  -          87.263 (meters)     286.30  (feet)  COMP
 CQ3221  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CQ3221
 CQ3221  HORZ ORDER  -  B
 CQ3221  VERT ORDER  -  SECOND    CLASS I
 CQ3221  ELLP ORDER  -  FOURTH    CLASS II
 CQ3221
 CQ3221.The horizontal coordinates were established by GPS observations
 CQ3221.and adjusted by the National Geodetic Survey in September 1992..
 CQ3221
 CQ3221.The orthometric height was determined by differential leveling
 CQ3221.and adjusted by the National Geodetic Survey in February 1994..
 CQ3221.WARNING-GPS observations at this control monument resulted in a GPS
 CQ3221.derived orthometric height which differed from the leveled height by
 CQ3221.more than one decimeter (0.1 meter).
 CQ3221
 CQ3221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3221
 CQ3221.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3221
 CQ3221.The ellipsoidal height was determined by GPS observations
 CQ3221.and is referenced to NAD 83.
 CQ3221
 CQ3221.The geoid height was determined by GEOID03.
 CQ3221
 CQ3221.The dynamic height is computed by dividing the NAVD 88
 CQ3221.geopotential number by the normal gravity value computed on the
 CQ3221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3221.degrees latitude (g = 980.6199 gals.).
 CQ3221
 CQ3221.The modeled gravity was interpolated from observed gravity values.
 CQ3221
 CQ3221;                    North         East     Units Scale Factor Converg.
 CQ3221;SPC LA N     -   196,272.093   875,279.899   MT  0.99993287   -0 41 59.6
 CQ3221;SPC LA N     -   643,936.03  2,871,647.47   sFT  0.99993287   -0 41 59.6
 CQ3221;UTM  15      - 3,569,921.948   422,409.354   MT  0.99967424   -0 26 23.2
 CQ3221
 CQ3221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3221!SPC LA N     -   0.99999034  x   0.99993287  =   0.99992321
 CQ3221!UTM  15      -   0.99999034  x   0.99967424  =   0.99966458
 CQ3221
 CQ3221|---------------------------------------------------------------------|
 CQ3221| PID    Reference Object                     Distance      Geod. Az  |
 CQ3221|                                                           dddmmss.s |
 CQ3221| CX6678 LOFTUS RM 1                          28.258 METERS 01110     |
 CQ3221| CQ3470 LOFTUS RM 3                          28.272 METERS 01113     |
 CQ3221| CQ3471 LOFTUS AZ MK RESET                                 1764003.0 |
 CQ3221| CQ3222 LOFTUS AZ MK                        422.726 METERS 1813109.1 |
 CQ3221| CQ3181 FOUR FORKS LOOKOUT TOWER            APPROX.16.0 KM 2563919.4 |
 CQ3221| CQ3469 LOFTUS RM 2                          32.976 METERS 25922     |
 CQ3221|---------------------------------------------------------------------|
 CQ3221
 CQ3221                          SUPERSEDED SURVEY CONTROL
 CQ3221
 CQ3221  ELLIP H (05/09/94)   61.66   (m)                       GP(       ) 4 2
 CQ3221  ELLIP H (09/10/92)   61.66   (m)                       GP(       ) 4 1
 CQ3221  NAD 83(1986)-  32 15 47.99202(N)    093 49 25.68153(W) AD(       ) 2
 CQ3221  NAD 27      -  32 15 47.43637(N)    093 49 25.02396(W) AD(       ) 3
 CQ3221  NAVD 88 (05/09/94)   87.36   (m)          286.6    (f) LEVELING    3  
 CQ3221  NGVD 29 (03/31/95)   87.6    (m)          287.     (f) GPS OBS        
 CQ3221
 CQ3221.Superseded values are not recommended for survey control.
 CQ3221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3221.See file dsdata.txt to determine how the superseded data were derived.
 CQ3221
 CQ3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2240969922(NAD 83)
 CQ3221_MARKER: DS = TRIANGULATION STATION DISK
 CQ3221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3221_SP_SET: CONCRETE POST
 CQ3221_STAMPING: LOFTUS 1969
 CQ3221_MARK LOGO: CGS   
 CQ3221_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3221+STABILITY: SURFACE MOTION
 CQ3221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3221+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1993
 CQ3221
 CQ3221  HISTORY     - Date     Condition        Report By
 CQ3221  HISTORY     - 1969     MONUMENTED       CGS
 CQ3221  HISTORY     - 1969     GOOD             CGS
 CQ3221  HISTORY     - 1978     GOOD             NGS
 CQ3221  HISTORY     - 1987     GOOD             NGS
 CQ3221  HISTORY     - 19881116 GOOD             LADTD
 CQ3221  HISTORY     - 19890208 GOOD             LADTD
 CQ3221  HISTORY     - 19910924 GOOD             LADTD
 CQ3221  HISTORY     - 19920311 GOOD
 CQ3221  HISTORY     - 19920625 GOOD             GWMSI
 CQ3221  HISTORY     - 19930106 GOOD             NOS
 CQ3221  HISTORY     - 19930418 GOOD             LADTD
 CQ3221  HISTORY     - 19960504 GOOD             USPSQD
 CQ3221
 CQ3221                          STATION DESCRIPTION
 CQ3221
 CQ3221'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3221'THE STATION IS ABOUT 7 MILES EAST AND 3-1/4 MILES SOUTH OF
 CQ3221'SPRING RIDGE AND 1-1/2 MILES SOUTH OF STONEWALL, IN PASTURE
 CQ3221'LAND OWNED BY MR. PAT J. LOFTUS JR. AND HIS SISTER.
 CQ3221'
 CQ3221'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE MAIN
 CQ3221'CROSSROAD IN STONEWALL, GO SOUTH ON U.S. HIGHWAY 171 FOR 1.4
 CQ3221'MILES TO A METAL GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 CQ3221'THE GATE AND THE STATION ON THE LEFT.
 CQ3221'
 CQ3221'THE STATION MARK IS A STANDARD DISK STAMPED LOFTUS 1969, SET
 CQ3221'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ3221'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 58.5 FEET WEST
 CQ3221'OF THE CENTER OF HIGHWAY 171, 28 FEET NORTHWEST OF A CORNER FENCE
 CQ3221'POST, 24.5 FEET SOUTHWEST OF THE SOUTH GATE POST, 21.5 FEET
 CQ3221'NORTH OF A FENCE AND 17.6 FEET WEST OF A METAL WITNESS POST.
 CQ3221'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CQ3221'40-INCHES BELOW THE SURFACE OF THE GROUND.
 CQ3221'
 CQ3221'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LOFTUS NO 1 1969,
 CQ3221'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3221'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 63
 CQ3221'FEET NORTH OF THE NORTH GATE POST, 62.5 FEET SOUTH OF A CORNER
 CQ3221'FENCE POST AND 41 FEET WEST OF THE CENTER OF HIGHWAY 171.
 CQ3221'
 CQ3221'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LOFTUS NO 2 1969,
 CQ3221'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3221'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 131
 CQ3221'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD FOUNDATION, 124
 CQ3221'FEET WEST OF THE CORNER FENCE POST AND 1 FOOT NORTH OF THE FENCE.
 CQ3221'
 CQ3221'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOFTUS 1969, SET
 CQ3221'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ3221'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 38 FEET EAST OF
 CQ3221'THE CENTER OF HIGHWAY 171, 8 FEET NORTHWEST OF A CORNER FENCE
 CQ3221'POST, 2 FEET WEST OF A FENCE AND 2 FEET NORTHWEST OF A METAL
 CQ3221'WITNESS POST.
 CQ3221'
 CQ3221'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CQ3221'HIGHWAY 171 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CQ3221'
 CQ3221'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 CQ3221
 CQ3221                          STATION RECOVERY (1969)
 CQ3221
 CQ3221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ3221'RECOVERED IN GOOD CONDITION.
 CQ3221
 CQ3221                          STATION RECOVERY (1978)
 CQ3221
 CQ3221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CQ3221'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 CQ3221'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 CQ3221'FOUND PUSHED OUT OF POSITION.  DUE TO ROAD CONSTRUCTION AND THE
 CQ3221'AZIMUTH MARK WILL BE DESTROYED.  THIS DATE A NEW AZIMUTH MARK
 CQ3221'AND REFERENCE MARK 3 WERE ESTABLISHED.  THE ANGLE BETWEEN THE
 CQ3221'AZIMUTH MARK AND REFERENCE MARK 2 CHECKED THE PREVIOUS ANGLE BY
 CQ3221'12 SECONDS.  A DIFFERENCE OF 0.09 FOOT IN THE DISTANCE TO
 CQ3221'REFERENCE MARK 2 WAS NOTED THIS DATE.
 CQ3221'
 CQ3221'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 CQ3221'
 CQ3221'THE STATION IS ABOUT 7.0 MILES EAST AND 3-1/4 MILES SOUTH OF
 CQ3221'SPRING RIDGE AND 1-1/2 MILES SOUTH OF STONEWALL, IN PASTURE LAND
 CQ3221'OWNED BY MR. P.J. LOFTUS JR.
 CQ3221'
 CQ3221'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE MAINE
 CQ3221'CROSSROAD IN STONEWALL, GO SOUTH ON U.S. HIGHWAY 171 FOR 1.4 MILES
 CQ3221'TO A METAL GATE ON THE RIGHT AND THE STATION ON THE RIGHT.
 CQ3221'
 CQ3221'THE STATION MARKS ARE STANDARD DISKS STAMPED, LOFTUS 1969.  THE
 CQ3221'SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 CQ3221'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 193 FEET
 CQ3221'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 28 FEET
 CQ3221'NORTHWEST OF A CORNER FENCE POST, 25 FEET SOUTHWEST OF THE SOUTH
 CQ3221'END GATE POST AND 18 FEET WEST OF A METAL WITNESS IN A
 CQ3221'NORTH-SOUTH FENCELINE.  THE UNDERGROUND MARK WAS NOT INSPECTED
 CQ3221'THIS DATE.
 CQ3221'
 CQ3221'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, LOFTUS NO 2 1969,
 CQ3221'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS
 CQ3221'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 204 FEET SOUTH-SOUTHWEST
 CQ3221'OF THE SOUTHEAST CORNER OF THE FRAME HOUSE, 124 FEET WEST OF THE
 CQ3221'CORNER FENCE POST AND 1.5 FEET NORTH OF AN EAST-WEST FENCELINE.
 CQ3221'
 CQ3221'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, LOFTUS 1969 NO 3
 CQ3221'1978, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT
 CQ3221'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 124 FEET
 CQ3221'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRAME HOUSE, 62.5 FEET
 CQ3221'NORTH OF THE NORTH END GATE POST AND 62 FEET SOUTH OF A CORNER
 CQ3221'FENCE POST.
 CQ3221'
 CQ3221'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOFTUS 1969 1978,
 CQ3221'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 CQ3221'THE GROUND SURFACE.  IT IS 98.5 FEET SOUTH-SOUTHEAST OF THE SOUTH
 CQ3221'CORNER POST FOR CHAIN-LINK FENCE AROUND A HOUSE, 48.5 FEET
 CQ3221'SOUTHWEST OF A TELEPHONE POLE, 47 FEET WEST OF A T-FENCE CORNER
 CQ3221'POST, 1.5 FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 CQ3221'NORTH OF THE PASTURE FENCE.
 CQ3221'
 CQ3221'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 CQ3221'171 FOR ABOUT 0.25 MILE TO DRIVEWAY TO FARM YARD OWNED BY
 CQ3221'MR. THOMAS CARNEY ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT
 CQ3221'IN THE FARM YARD.
 CQ3221'
 CQ3221'NOTE--REBAR PLACED IN THE CONCRETE MONUMENT.
 CQ3221'
 CQ3221'THE DIFFERENCE OF ELEVATION FROM AZIMUTH MARK 1969 TO AZIMUTH
 CQ3221'MARK 1969 1978, 1.501 FEET.
 CQ3221'
 CQ3221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3221'1-1/2 MILES SOUTH OF STONEWALL.
 CQ3221
 CQ3221                          STATION RECOVERY (1987)
 CQ3221
 CQ3221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 CQ3221'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ3221'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ3221'OBSERVATIONS.
 CQ3221'
 CQ3221'THE STATION IS LOCATED ABOUT 26.6 KM (16.5 MI)
 CQ3221'SOUTH OF INTERSTATE 20 IN SHREVEPORT, 11.3 KM (7 MI) EAST  AND 5.2
 CQ3221'KM (3.25 MI) SOUTH OF SPRING RIDGE AND 2.4 KM (1.5 MI) SOUTH OF
 CQ3221'STONEWALL.
 CQ3221'OWNERSHIP--MR. PAT J. LOFTUS JR., MISSLE BASE ROAD, STONEWALL, LA.,
 CQ3221'TELEPHONE 318-925-0702.
 CQ3221'
 CQ3221'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE MAIN CROSSROAD
 CQ3221'IN STONEWALL, GO SOUTH ON U.S. HIGHWAY 171 FOR 2.3 KM (1.4 MI) TO
 CQ3221'THE STATION ON THE RIGHT IN A PASTURE.
 CQ3221'
 CQ3221'THE STATION IS A STANDARD CGS DISK
 CQ3221'STAMPED---LOFTUS 1969---,
 CQ3221'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3221'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CQ3221'18.1 METERS (59.5 FT) WEST FROM THE CENTER OF THE SOUTH BOUND
 CQ3221'LANES OF HIGHWAY 171,
 CQ3221'8.5 METERS (28 FT) NORTHWEST FROM A CORNER FENCE POST,
 CQ3221'6.6 METERS (21.5 FT) NORTH FROM A FENCE,
 CQ3221'5.6 METERS (18.5 FT) WEST FROM A FENCE AND
 CQ3221'5.5 METERS (18 FT) WEST FROM A METAL WITNESS POST WITH SIGN
 CQ3221'ATTACHED.
 CQ3221'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 CQ3221'STAMPED---LOFTUS 1969---,
 CQ3221'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CQ3221'
 CQ3221'DESCRIBED BY STANLEY L. CRAIN.
 CQ3221
 CQ3221                          STATION RECOVERY (1988)
 CQ3221
 CQ3221'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ3221'THE STATION IS LOCATED 11.3 KM (7.00 MI) EAST AND 5.2 KM (3.25 MI)
 CQ3221'SOUTH OF SPRING RIDGE AND 2.4 KM (1.50 MI) SOUTH OF STONEWALL.
 CQ3221'OWNERSHIP--MR. PAT J. LOFTUS, JR.
 CQ3221'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE MAIN CROSSROAD (THE
 CQ3221'STONEWALL PRESTON ROAD AND U. S. HIGHWAY 171) IN STONEWALL GO SOUTH
 CQ3221'FOR 2.3 KM (1.45 MI) ON U S HIGHWAY 171 TO THE STATION ON THE RIGHT IN
 CQ3221'A PASTURE.
 CQ3221'THE STATION IS FLUSH WITH THE GROUND, 18 M (59.1 FT) WEST FROM THE
 CQ3221'CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 171, 8.5 M (27.9 FT)
 CQ3221'NORTHWEST FROM A CORNER FENCE POST, 6.6 M (21.7 FT) NORTH FROM A
 CQ3221'FENCE, 5.6 M (18.4 FT) WEST FROM A FENCE AND 5.5 M (18.0 FT) WEST FROM
 CQ3221'A WITNESS POST.
 CQ3221
 CQ3221                          STATION RECOVERY (1989)
 CQ3221
 CQ3221'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ3221'OWNERSHIP--MR. P. J. LOFTUS, JR.
 CQ3221'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3221'HIGHWAY 511 IN SOUTH SHREVEPORT, GO SOUTH FOR 21.16 KM (13.15 MI) ON
 CQ3221'HIGHWAY 171 TO THE MARK ON THE RIGHT SET IN A PASTURE.
 CQ3221'THE MARK IS 58.8 M (192.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST
 CQ3221'CORNER OF A FRAME HOUSE, 8.5 M (27.9 FT) NORTHWEST FROM A CORNER
 CQ3221'FENCE POST, 7.6 M (24.9 FT) SOUTHWEST FROM THE SOUTH END OF A GATE
 CQ3221'AND 5.5 M (18.0 FT) WEST FROM WITNESS POST.  THE MARK IS FLUSH WITH
 CQ3221'THE GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CQ3221
 CQ3221                          STATION RECOVERY (1991)
 CQ3221
 CQ3221'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CQ3221'THE STATION IS LOCATED ABOUT 16.5 MI (26.6 KM) SOUTH OF INTERSTATE
 CQ3221'HIGHWAY 20 IN SHREVEPORT, 6.5 MI (10.5 KM) NORTH OF GLOSTER AND 1.5
 CQ3221'MI (2.4 KM) SOUTH OF STONEWALL.  OWNERSHIP--MR. PAT J LOFTUS, JR.,
 CQ3221'MISSLE BASE ROAD, STONEWALL, LA, TELEPHONE 318-925-0702.
 CQ3221'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE MAIN CROSSROAD IN
 CQ3221'STONEWALL, GO SOUTH FOR 1.4 MI (2.3 KM) ON U.S. HIGHWAY 171 TO THE
 CQ3221'STATION ON THE RIGHT, IN A PASTURE.
 CQ3221'THE STATION IS 59.0 FT (18.0 M) WEST FROM THE CENTER OF THE SOUTH
 CQ3221'BOUND LANES OF THE HIGHWAY, 28.0 FT (8.5 M) NORTHWEST FROM A CORNER
 CQ3221'FENCE POST, 21.5 FT (6.6 M) NORTH FROM A FENCE, 18.5 FT (5.6 M) WEST
 CQ3221'FROM A FENCE, 18.5 FT (5.6 M) WEST-SOUTHWEST FROM A FIBERGLASS
 CQ3221'WITNESS POST, 18.0 FT (5.5 M) WEST FROM A METAL WITNESS POST WITH A
 CQ3221'SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 CQ3221'HIGHWAY.
 CQ3221
 CQ3221                          STATION RECOVERY (1992)
 CQ3221
 CQ3221'RECOVERED 1992
 CQ3221'RECOVERED IN GOOD CONDITION.
 CQ3221
 CQ3221                          STATION RECOVERY (1992)
 CQ3221
 CQ3221'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1992 (BG)
 CQ3221'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
 CQ3221
 CQ3221                          STATION RECOVERY (1993)
 CQ3221
 CQ3221'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 CQ3221'RECOVERED IN GOOD CONDITION.
 CQ3221
 CQ3221                          STATION RECOVERY (1993)
 CQ3221
 CQ3221'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 CQ3221'RECOVERED IN GOOD CONDITION.
 CQ3221
 CQ3221                          STATION RECOVERY (1996)
 CQ3221
 CQ3221'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3471 ***********************************************************************
 CQ3471  DESIGNATION -  LOFTUS AZ MK RESET
 CQ3471  PID         -  CQ3471
 CQ3471  STATE/COUNTY-  LA/DE SOTO
 CQ3471  USGS QUAD   -  STONEWALL (1992)
 CQ3471
 CQ3471                         *CURRENT SURVEY CONTROL
 CQ3471  ___________________________________________________________________
 CQ3471* NAD 83(1986)-  32 15 29.     (N)    093 49 26.     (W)     SCALED    
 CQ3471* NAVD 88     -        82.417  (meters)     270.40   (feet)  ADJUSTED  
 CQ3471  ___________________________________________________________________
 CQ3471  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3471  DYNAMIC HT  -          82.323 (meters)     270.09  (feet)  COMP
 CQ3471  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CQ3471
 CQ3471  VERT ORDER  -  SECOND    CLASS I
 CQ3471
 CQ3471.The horizontal coordinates were scaled from a topographic map and have
 CQ3471.an estimated accuracy of +/- 6 seconds.
 CQ3471
 CQ3471.The orthometric height was determined by differential leveling
 CQ3471.and adjusted by the National Geodetic Survey in February 1994..
 CQ3471
 CQ3471.The geoid height was determined by GEOID03.
 CQ3471
 CQ3471.The dynamic height is computed by dividing the NAVD 88
 CQ3471.geopotential number by the normal gravity value computed on the
 CQ3471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3471.degrees latitude (g = 980.6199 gals.).
 CQ3471
 CQ3471.The modeled gravity was interpolated from observed gravity values.
 CQ3471
 CQ3471;                    North         East    Units  Estimated Accuracy
 CQ3471;SPC LA N     -   195,690.      875,270.      MT  (+/- 180 meters Scaled)
 CQ3471
 CQ3471                          SUPERSEDED SURVEY CONTROL
 CQ3471
 CQ3471.No superseded survey control is available for this station.
 CQ3471
 CQ3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR223693(NAD 83)
 CQ3471_MARKER: DZ = AZIMUTH MARK DISK
 CQ3471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3471_SP_SET: CONCRETE POST
 CQ3471_STAMPING: LOFTUS 1969 1978
 CQ3471_MARK LOGO: NGS   
 CQ3471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3471+STABILITY: SURFACE MOTION
 CQ3471
 CQ3471  HISTORY     - Date     Condition        Report By
 CQ3471  HISTORY     - 1978     MONUMENTED       NGS
 CQ3471  HISTORY     - 19890208 GOOD             LADTD
 CQ3471  HISTORY     - 19961114 GOOD             USPSQD
 CQ3471
 CQ3471                          STATION DESCRIPTION
 CQ3471
 CQ3471'DESCRIBED BY LA TRANSP AND DEV 1989
 CQ3471'OWNERSHIP--MR. THOMAS CARNEY.
 CQ3471'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3471'HIGHWAY 511 IN SOUTH SHREVEPORT, GO SOUTH FOR 21.56 KM (13.40 MI) ON
 CQ3471'HIGHWAY 171 TO THE MARK ON THE RIGHT SET IN A PASTURE.
 CQ3471'THE MARK IS 30 M (98.4 FT) SOUTH-SOUTHEAST FROM THE SOUTH CORNER POST
 CQ3471'OF A CHAIN LINK FENCE AROUND A HOUSE, 14.8 M (48.6 FT) SOUTHWEST FROM
 CQ3471'A TELEPHONE POLE, 14.3 M (46.9 FT) WEST FROM A TEE FENCE CORNER POST,
 CQ3471'0.46 M (1.51 FT) NORTH FROM A WITNESS POST AND 0.3 M (1.0 FT) NORTH
 CQ3471'FROM A FENCE.
 CQ3471
 CQ3471                          STATION RECOVERY (1996)
 CQ3471
 CQ3471'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3469 ***********************************************************************
 CQ3469  DESIGNATION -  LOFTUS RM 2
 CQ3469  PID         -  CQ3469
 CQ3469  STATE/COUNTY-  LA/DE SOTO
 CQ3469  USGS QUAD   -  STONEWALL (1992)
 CQ3469
 CQ3469                         *CURRENT SURVEY CONTROL
 CQ3469  ___________________________________________________________________
 CQ3469* NAD 83(1986)-  32 15 48.     (N)    093 49 26.     (W)     SCALED    
 CQ3469* NAVD 88     -        87.188  (meters)     286.05   (feet)  ADJUSTED  
 CQ3469  ___________________________________________________________________
 CQ3469  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3469  DYNAMIC HT  -          87.089 (meters)     285.72  (feet)  COMP
 CQ3469  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CQ3469
 CQ3469  VERT ORDER  -  SECOND    CLASS I
 CQ3469
 CQ3469.The horizontal coordinates were scaled from a topographic map and have
 CQ3469.an estimated accuracy of +/- 6 seconds.
 CQ3469
 CQ3469.The orthometric height was determined by differential leveling
 CQ3469.and adjusted by the National Geodetic Survey in February 1994..
 CQ3469
 CQ3469.The geoid height was determined by GEOID03.
 CQ3469
 CQ3469.The dynamic height is computed by dividing the NAVD 88
 CQ3469.geopotential number by the normal gravity value computed on the
 CQ3469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3469.degrees latitude (g = 980.6199 gals.).
 CQ3469
 CQ3469.The modeled gravity was interpolated from observed gravity values.
 CQ3469
 CQ3469;                    North         East    Units  Estimated Accuracy
 CQ3469;SPC LA N     -   196,270.      875,270.      MT  (+/- 180 meters Scaled)
 CQ3469
 CQ3469                          SUPERSEDED SURVEY CONTROL
 CQ3469
 CQ3469.No superseded survey control is available for this station.
 CQ3469
 CQ3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR224699(NAD 83)
 CQ3469_MARKER: DR = REFERENCE MARK DISK
 CQ3469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3469_SP_SET: CONCRETE POST
 CQ3469_STAMPING: LOFTUS NO 2 1969
 CQ3469_MARK LOGO: CGS   
 CQ3469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3469+STABILITY: SURFACE MOTION
 CQ3469
 CQ3469  HISTORY     - Date     Condition        Report By
 CQ3469  HISTORY     - 1969     MONUMENTED       CGS
 CQ3469  HISTORY     - 19890208 GOOD             LADTD
 CQ3469  HISTORY     - 19960504 GOOD             USPSQD
 CQ3469
 CQ3469                          STATION DESCRIPTION
 CQ3469
 CQ3469'DESCRIBED BY LA TRANSP AND DEV 1989
 CQ3469'OWNERSHIP--MR. P J LOFTUS, JR.
 CQ3469'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3469'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 21.16 KM (13.15 MI) ON
 CQ3469'HIGHWAY 171 TO THE MARK ON THE RIGHT SET IN A PASTURE.
 CQ3469'THE MARK IS 62.2 M (204.1 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST
 CQ3469'CORNER OF A FRAME HOUSE, 37.8 M (124.0 FT) WEST FROM THE FENCE CORNER
 CQ3469'AND 0.46 M (1.51 FT) NORTH OF A FENCE.  THE MARK IS PROJECTING 8 CM
 CQ3469'AND IS 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CQ3469
 CQ3469                          STATION RECOVERY (1996)
 CQ3469
 CQ3469'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3470 ***********************************************************************
 CQ3470  DESIGNATION -  LOFTUS RM 3
 CQ3470  PID         -  CQ3470
 CQ3470  STATE/COUNTY-  LA/DE SOTO
 CQ3470  USGS QUAD   -  STONEWALL (1992)
 CQ3470
 CQ3470                         *CURRENT SURVEY CONTROL
 CQ3470  ___________________________________________________________________
 CQ3470* NAD 83(1986)-  32 15 48.     (N)    093 49 26.     (W)     SCALED    
 CQ3470* NAVD 88     -        87.461  (meters)     286.94   (feet)  ADJUSTED  
 CQ3470  ___________________________________________________________________
 CQ3470  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3470  DYNAMIC HT  -          87.361 (meters)     286.62  (feet)  COMP
 CQ3470  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CQ3470
 CQ3470  VERT ORDER  -  SECOND    CLASS I
 CQ3470
 CQ3470.The horizontal coordinates were scaled from a topographic map and have
 CQ3470.an estimated accuracy of +/- 6 seconds.
 CQ3470
 CQ3470.The orthometric height was determined by differential leveling
 CQ3470.and adjusted by the National Geodetic Survey in February 1994..
 CQ3470
 CQ3470.The geoid height was determined by GEOID03.
 CQ3470
 CQ3470.The dynamic height is computed by dividing the NAVD 88
 CQ3470.geopotential number by the normal gravity value computed on the
 CQ3470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3470.degrees latitude (g = 980.6199 gals.).
 CQ3470
 CQ3470.The modeled gravity was interpolated from observed gravity values.
 CQ3470
 CQ3470;                    North         East    Units  Estimated Accuracy
 CQ3470;SPC LA N     -   196,270.      875,270.      MT  (+/- 180 meters Scaled)
 CQ3470
 CQ3470                          SUPERSEDED SURVEY CONTROL
 CQ3470
 CQ3470.No superseded survey control is available for this station.
 CQ3470
 CQ3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR224699(NAD 83)
 CQ3470_MARKER: DR = REFERENCE MARK DISK
 CQ3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3470_SP_SET: CONCRETE POST
 CQ3470_STAMPING: LOFTUS NO 3 1969 1978
 CQ3470_MARK LOGO: NGS   
 CQ3470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3470+STABILITY: SURFACE MOTION
 CQ3470
 CQ3470  HISTORY     - Date     Condition        Report By
 CQ3470  HISTORY     - 1978     MONUMENTED       NGS
 CQ3470  HISTORY     - 19890208 GOOD             LADTD
 CQ3470  HISTORY     - 19960504 GOOD             USPSQD
 CQ3470
 CQ3470                          STATION DESCRIPTION
 CQ3470
 CQ3470'DESCRIBED BY LA TRANSP AND DEV 1989
 CQ3470'OWNERSHIP--MR. P J LOFTUS, JR.
 CQ3470'TO REACH THE MARK FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3470'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 21.16 KM (13.15 MI) ON
 CQ3470'HIGHWAY 171 TO THE MARK ON THE RIGHT SET IN A PASTURE.
 CQ3470'THE MARK IS 37.8 M (124.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 CQ3470'FRAME HOUSE, 19.1 M (62.7 FT) NORTH FROM THE NORTH END FROM A GATE
 CQ3470'AND 18.9 M (62.0 FT) SOUTH FROM A FENCE CORNER.  THE MARK IS
 CQ3470'PROJECTING 5 CM AND IS 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CQ3470
 CQ3470                          STATION RECOVERY (1996)
 CQ3470
 CQ3470'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2600 ***********************************************************************
 BY2600  DESIGNATION -  LOGANSPORT MUNICIPAL TANK
 BY2600  PID         -  BY2600
 BY2600  STATE/COUNTY-  LA/DE SOTO
 BY2600  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY2600
 BY2600                         *CURRENT SURVEY CONTROL
 BY2600  ___________________________________________________________________
 BY2600* NAD 83(1992)-  31 58 23.78956(N)    094 00 18.02426(W)     ADJUSTED  
 BY2600* NAVD 88     -                                                        
 BY2600  ___________________________________________________________________
 BY2600  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 BY2600  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BY2600
 BY2600  HORZ ORDER  -  THIRD
 BY2600
 BY2600.The horizontal coordinates were established by classical geodetic methods
 BY2600.and adjusted by the National Geodetic Survey in February 1996..
 BY2600
 BY2600
 BY2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2600
 BY2600.The geoid height was determined by GEOID03.
 BY2600
 BY2600;                    North         East     Units Scale Factor Converg.
 BY2600;SPC LA N     -   164,336.899   857,762.584   MT  0.99991521   -0 47 44.5
 BY2600;SPC LA N     -   539,161.98  2,814,176.08   sFT  0.99991521   -0 47 44.5
 BY2600;SPC TX C     - 3,272,723.557 1,297,849.451   MT  1.00002540   +3 15 34.1
 BY2600;SPC TX C     -10,737,260.54  4,258,027.74   sFT  1.00002540   +3 15 34.1
 BY2600;SPC TXNC     - 2,043,089.934 1,024,760.024   MT  1.00004817   +2 27 05.6
 BY2600;SPC TXNC     - 6,703,037.56  3,362,066.85   sFT  1.00004817   +2 27 05.6
 BY2600;UTM  15      - 3,537,914.443   405,042.062   MT  0.99971120   -0 31 56.0
 BY2600
 BY2600                          SUPERSEDED SURVEY CONTROL
 BY2600
 BY2600  NAD 83(1992)-  31 58 23.79758(N)    094 00 18.01905(W) AD(       ) 4
 BY2600  NAD 83(1986)-  31 58 23.79775(N)    094 00 18.01791(W) AD(       ) 4
 BY2600  NAD 27      -  31 58 23.19500(N)    094 00 17.33500(W) AD(       ) 3
 BY2600
 BY2600.Superseded values are not recommended for survey control.
 BY2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2600.See file dsdata.txt to determine how the superseded data were derived.
 BY2600
 BY2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR0504237914(NAD 83)
 BY2600_MARKER: 53 = ELEVATED TANK
 BY2600
 BY2600  HISTORY     - Date     Condition        Report By
 BY2600  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2600  HISTORY     - 19970208 GOOD             USPSQD
 BY2600
 BY2600                          STATION DESCRIPTION
 BY2600
 BY2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2600'THE STATION IS LOCATED IN THE CENTER OF LOGANSPORT.  IT IS A
 BY2600'4-LEGGED STEEL STRUCTURE COLORED SILVER AND IS ABOUT 120 FEET IN
 BY2600'OVER-ALL HEIGHT.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 BY2600
 BY2600                          STATION RECOVERY (1997)
 BY2600
 BY2600'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY2600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2935 ***********************************************************************
 AU2935  DESIGNATION -  LON
 AU2935  PID         -  AU2935
 AU2935  STATE/COUNTY-  LA/LAFOURCHE
 AU2935  USGS QUAD   -  MINK BAYOU (1994)
 AU2935
 AU2935                         *CURRENT SURVEY CONTROL
 AU2935  ___________________________________________________________________
 AU2935* NAD 83(1992)-  29 21 55.25885(N)    090 09 58.43843(W)     ADJUSTED  
 AU2935* NAVD 88     -                                                        
 AU2935  **This station is located in a subsidence area (see below).
 AU2935  ___________________________________________________________________
 AU2935  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AU2935  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AU2935
 AU2935  HORZ ORDER  -  THIRD
 AU2935
 AU2935.The horizontal coordinates were established by classical geodetic methods
 AU2935.and adjusted by the National Geodetic Survey in January 1993..
 AU2935
 AU2935 ** The orthometric height has not been validated since last determined
 AU2935 ** by differential leveling and should not be used for control purposes.
 AU2935 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2935 ** area with valid NAVD 88 orthometric heights.
 AU2935 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2935 ** epoch indicated which incorporates improved geoid heights for the
 AU2935 ** Southern Louisiana Subsidence area.
 AU2935 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2935
 AU2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2935
 AU2935.The geoid height was determined by GEOID03.
 AU2935
 AU2935;                    North         East     Units Scale Factor Converg.
 AU2935;SPC LA S     -    96,498.114 1,113,315.336   MT  0.99998681   +0 35 00.8
 AU2935;SPC LA S     -   316,594.23  3,652,602.06   sFT  0.99998681   +0 35 00.8
 AU2935;UTM  15      - 3,251,802.005   775,091.183   MT  1.00053389   +1 23 25.8
 AU2935
 AU2935                          SUPERSEDED SURVEY CONTROL
 AU2935
 AU2935  NAD 83(1986)-  29 21 55.27423(N)    090 09 58.44677(W) AD(       ) 4
 AU2935  NAD 27      -  29 21 54.46900(N)    090 09 58.16900(W) AD(       ) 3
 AU2935
 AU2935.Superseded values are not recommended for survey control.
 AU2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2935.See file dsdata.txt to determine how the superseded data were derived.
 AU2935
 AU2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7509151802(NAD 83)
 AU2935_MARKER: Z = SEE DESCRIPTION
 AU2935_SETTING: 0 = UNSPECIFIED SETTING
 AU2935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2935
 AU2935  HISTORY     - Date     Condition        Report By
 AU2935  HISTORY     - 1934     MONUMENTED       CGS
 AU2935  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2935
 AU2935                          STATION DESCRIPTION
 AU2935
 AU2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2935'STATION IS BELIEVED TO BE LOST.  THERE IS NO DESCRIPTION.
 AU2935'HOWEVER, THE STATION WAS PLOTTED ON PLANIMETRIC MAP T-5301, AND
 AU2935'THE LOCATION WAS EXAMINED FOR ANYTHING WHICH COULD HAVE BEEN
 AU2935'USED AS THE STATION WITH NO SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2511 ***********************************************************************
 BW2511  DESIGNATION -  LON 1919 AZ MK 1977
 BW2511  PID         -  BW2511
 BW2511  STATE/COUNTY-  LA/AVOYELLES
 BW2511  USGS QUAD   -  MOREAUVILLE (1996)
 BW2511
 BW2511                         *CURRENT SURVEY CONTROL
 BW2511  ___________________________________________________________________
 BW2511* NAD 83(1992)-  31 05 24.41653(N)    091 54 22.82759(W)     ADJUSTED  
 BW2511* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 BW2511  ___________________________________________________________________
 BW2511  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BW2511  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BW2511
 BW2511  HORZ ORDER  -  SECOND
 BW2511
 BW2511.The horizontal coordinates were established by classical geodetic methods
 BW2511.and adjusted by the National Geodetic Survey in January 1993..
 BW2511
 BW2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2511
 BW2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2511
 BW2511.The geoid height was determined by GEOID03.
 BW2511
 BW2511;                    North         East     Units Scale Factor Converg.
 BW2511;SPC LA N     -    65,586.044 1,056,644.328   MT  1.00001824   +0 18 49.9
 BW2511;SPC LA N     -   215,176.88  3,466,673.93   sFT  1.00001824   +0 18 49.9
 BW2511;UTM  15      - 3,440,103.214   604,311.983   MT  0.99973421   +0 33 53.3
 BW2511
 BW2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2511!SPC LA N     -   1.00000198  x   1.00001824  =   1.00002022
 BW2511!UTM  15      -   1.00000198  x   0.99973421  =   0.99973619
 BW2511
 BW2511                          SUPERSEDED SURVEY CONTROL
 BW2511
 BW2511  NAD 83(1986)-  31 05 24.43575(N)    091 54 22.82257(W) AD(       ) 2
 BW2511  NAD 27      -  31 05 23.76811(N)    091 54 22.39453(W) AD(       ) 2
 BW2511  NGVD 29 (07/19/86)   14.4    (m)           47.     (f) VERT ANG       
 BW2511
 BW2511.Superseded values are not recommended for survey control.
 BW2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2511.See file dsdata.txt to determine how the superseded data were derived.
 BW2511
 BW2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0431240103(NAD 83)
 BW2511_MARKER: DS = TRIANGULATION STATION DISK
 BW2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2511+STABILITY: SURFACE MOTION
 BW2511
 BW2511  HISTORY     - Date     Condition        Report By
 BW2511  HISTORY     - 1977     MONUMENTED       NGS
 BW2511
 BW2511                          STATION DESCRIPTION
 BW2511
 BW2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2511'THE STATION IS ABOUT 1 MILE SOUTH OF THE BORDELONVILLE POST
 BW2511'OFFICE AND ON ROAD RIGHT-OF-WAY.
 BW2511'
 BW2511'TO REACH THE STATION FROM THE POST OFFICE IN BORDELONVILLE AT
 BW2511'THE JUNCTION OF STATE HIGHWAY 451 AND A PAVED ROAD SOUTH, GO
 BW2511'SOUTH ON THE PAVED ROAD FOR 0.65 MILE TO WHERE THE ROAD TURNS
 BW2511'LEFT.  TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 0.1 MILE TO
 BW2511'WHERE THE ROAD TURNS RIGHT, A GRAVELED DRIVEWAY AND
 BW2511'TRIANGULATION STATION LON 2 STRAIGHT AHEAD.  TURN RIGHT AND GO
 BW2511'SOUTH ON THE PAVED ROAD FOR 0.4 MILE TO THE STATION ON THE
 BW2511'RIGHT.
 BW2511'
 BW2511'STATION MARK, STAMPED---LON 1941---, IS A STANDARD AZIMUTH
 BW2511'MARK DISK SET IN
 BW2511'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 BW2511'INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTH OF THE NORTH GATE
 BW2511'POST OF A GATE LEADING TO A FIELD, 14 FEET WEST OF THE CENTER
 BW2511'OF THE ROAD AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 BW2511'
 BW2511'AN ELECTRONIC TRAVERSE WAS MADE TO TRIANGULATION STATION
 BW2511'LON 2, THE DISTANCE BEING 698.116 METERS.
 BW2511'
 BW2511'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2509 ***********************************************************************
 BW2509  DESIGNATION -  LON 2
 BW2509  PID         -  BW2509
 BW2509  STATE/COUNTY-  LA/AVOYELLES
 BW2509  USGS QUAD   -  MOREAUVILLE (1996)
 BW2509
 BW2509                         *CURRENT SURVEY CONTROL
 BW2509  ___________________________________________________________________
 BW2509* NAD 83(1992)-  31 05 47.08216(N)    091 54 22.43888(W)     ADJUSTED  
 BW2509* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 BW2509  ___________________________________________________________________
 BW2509  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BW2509  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BW2509
 BW2509  HORZ ORDER  -  FIRST
 BW2509
 BW2509.The horizontal coordinates were established by classical geodetic methods
 BW2509.and adjusted by the National Geodetic Survey in January 1993..
 BW2509
 BW2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2509
 BW2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2509
 BW2509.The geoid height was determined by GEOID03.
 BW2509
 BW2509;                    North         East     Units Scale Factor Converg.
 BW2509;SPC LA N     -    66,284.147 1,056,650.806   MT  1.00001667   +0 18 50.1
 BW2509;SPC LA N     -   217,467.24  3,466,695.19   sFT  1.00001667   +0 18 50.1
 BW2509;SPC LA S     -   287,951.545   945,335.069   MT  1.00010834   -0 17 11.2
 BW2509;SPC LA S     -   944,721.03  3,101,486.81   sFT  1.00010834   -0 17 11.2
 BW2509;UTM  15      - 3,440,801.141   604,315.402   MT  0.99973422   +0 33 53.9
 BW2509
 BW2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2509!SPC LA N     -   1.00000189  x   1.00001667  =   1.00001856
 BW2509!SPC LA S     -   1.00000189  x   1.00010834  =   1.00011023
 BW2509!UTM  15      -   1.00000189  x   0.99973422  =   0.99973611
 BW2509
 BW2509|---------------------------------------------------------------------|
 BW2509| PID    Reference Object                     Distance      Geod. Az  |
 BW2509|                                                           dddmmss.s |
 BW2509| CY4915 LON 2 RM 3                           36.863 METERS 07413     |
 BW2509| BW2078 LON=N 14                              6.196 METERS 09149     |
 BW2509| BW2511 LON 1919 AZ MK 1977                 APPROX. 0.7 KM 1805044.0 |
 BW2509| CY4914 LON RM 2                             38.615 METERS 33510     |
 BW2509|---------------------------------------------------------------------|
 BW2509
 BW2509                          SUPERSEDED SURVEY CONTROL
 BW2509
 BW2509  NAD 83(1986)-  31 05 47.10135(N)    091 54 22.43384(W) AD(       ) 1
 BW2509  NAD 27      -  31 05 46.43441(N)    091 54 22.00706(W) AD(       ) 1
 BW2509  NGVD 29 (07/19/86)   15.0    (m)           49.     (f) VERT ANG       
 BW2509
 BW2509.Superseded values are not recommended for survey control.
 BW2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2509.See file dsdata.txt to determine how the superseded data were derived.
 BW2509
 BW2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0431540801(NAD 83)
 BW2509_MARKER: DS = TRIANGULATION STATION DISK
 BW2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2509+STABILITY: SURFACE MOTION
 BW2509
 BW2509  HISTORY     - Date     Condition        Report By
 BW2509  HISTORY     - 1977     MONUMENTED       NGS
 BW2509
 BW2509                          STATION DESCRIPTION
 BW2509
 BW2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2509'THE STATION IS ABOUT 0.7 MILE SOUTH OF THE BORDELONVILLE POST
 BW2509'OFFICE, ON A LAWN WHICH IS ON PROPERTY OWNED BY LAWRENCE J.
 BW2509'BORDELON, WHO LIVES NEAR THE STATION.
 BW2509'
 BW2509'TO REACH THE STATION FROM THE POST OFFICE IN BORDELONVILLE AT
 BW2509'THE JUNCTION OF STATE HIGHWAY 451 AND A PAVED ROAD SOUTH, GO
 BW2509'SOUTH ON THE PAVED ROAD FOR 0.65 MILE TO WHERE THE ROAD TURNS
 BW2509'LEFT.  TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 0.1 MILE TO
 BW2509'WHERE THE ROAD TURNS RIGHT, A GRAVELED DRIVEWAY AND THE STATION
 BW2509'STRAIGHT AHEAD.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 BW2509'SOUTH ON THE PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 BW2509'
 BW2509'STATION MARKS ARE STANDARD DISKS STAMPED---LON 2 1977---.
 BW2509'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BW2509'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 99.5 FEET WEST OF
 BW2509'THE CENTER OF A BOARD GATE, 92 FEET SOUTH-SOUTHWEST OF A POWER
 BW2509'LINE POLE WITH A TRANSFORMER, 92 FEET NORTHWEST OF THE CENTER
 BW2509'OF A PAVED ROAD AND 33 FEET EAST OF THE CENTER OF A GRAVELED
 BW2509'DRIVEWAY.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BW2509'CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 BW2509'
 BW2509'LON 1919 IS A STANDARD DISK STAMPED---LON 1919---, SET
 BW2509'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BW2509'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 100 FEET
 BW2509'NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED ROAD AT
 BW2509'A CURVE, 82 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 BW2509'DRIVEWAY, AND 47 FEET WEST OF A BOARD GATE IN A FENCE
 BW2509'LINE.  THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS
 BW2509'TIME.
 BW2509'
 BW2509'REFERENCE MARK 2, STAMPED---LON RM 2 1919---, IS A STANDARD
 BW2509'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 BW2509'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 87 FEET WEST OF THE
 BW2509'CENTER OF THE GRAVELED DRIVEWAY, 7 FEET EAST OF THE EAST EDGE
 BW2509'OF A CULTIVATED FIELD, 1 FOOT SOUTHWEST OF A METAL WITNESS POST
 BW2509'AND ABOUT THE SAME ELEVATION AS THE STATION.
 BW2509'
 BW2509'REFERENCE MARK 3, STAMPED---LON 2 NO 3 1977---, IS A
 BW2509'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BW2509'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 69 FEET EAST OF
 BW2509'THE POWER LINE POLE WITH THE TRANSFORMER, 60 FEET SOUTHEAST OF
 BW2509'A FENCE POST, 53 FEET WEST OF THE NORTHWEST CORNER OF A WHITE
 BW2509'FRAME HOUSE, 1.5 FEET SOUTHWEST OF A POWER LINE POLE AND ABOUT
 BW2509'THE SAME ELEVATION AS THE STATION.
 BW2509'
 BW2509'AZIMUTH MARK, STAMPED---LON 1941---, IS A STANDARD DISK SET IN
 BW2509'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 BW2509'INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTH OF THE NORTH GATE
 BW2509'POST OF A GATE LEADING TO A FIELD, 14 FEET WEST OF THE CENTER
 BW2509'OF THE ROAD AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 BW2509'
 BW2509'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 38.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4241 ***********************************************************************
 BJ4241  DESIGNATION -  LONDON
 BJ4241  PID         -  BJ4241
 BJ4241  STATE/COUNTY-  LA/ORLEANS
 BJ4241  USGS QUAD   -  SPANISH FORT (1992)
 BJ4241
 BJ4241                         *CURRENT SURVEY CONTROL
 BJ4241  ___________________________________________________________________
 BJ4241* NAD 83(1992)-  30 01 25.00315(N)    090 04 13.88116(W)     ADJUSTED  
 BJ4241* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BJ4241  **This station is located in a subsidence area (see below).
 BJ4241  ___________________________________________________________________
 BJ4241  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4241  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BJ4241
 BJ4241  HORZ ORDER  -  THIRD
 BJ4241
 BJ4241.The horizontal coordinates were established by classical geodetic methods
 BJ4241.and adjusted by the National Geodetic Survey in May 1994..
 BJ4241
 BJ4241 ** The orthometric height has not been validated since last determined
 BJ4241 ** by differential leveling and should not be used for control purposes.
 BJ4241 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4241 ** area with valid NAVD 88 orthometric heights.
 BJ4241 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4241 ** epoch indicated which incorporates improved geoid heights for the
 BJ4241 ** Southern Louisiana Subsidence area.
 BJ4241 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4241.The orthometric height was scaled from a topographic map.
 BJ4241
 BJ4241.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4241
 BJ4241.The geoid height was determined by GEOID03.
 BJ4241
 BJ4241;                    North         East     Units Scale Factor Converg.
 BJ4241;SPC LA S     -   169,554.837 1,121,803.559   MT  0.99992582   +0 37 53.1
 BJ4241;SPC LA S     -   556,281.16  3,680,450.51   sFT  0.99992582   +0 37 53.1
 BJ4241;UTM  15      - 3,325,017.776   782,536.316   MT  1.00058500   +1 28 00.3
 BJ4241;UTM  16      - 3,325,374.660   203,854.054   MT  1.00068219   -1 32 14.9
 BJ4241
 BJ4241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4241!SPC LA S     -   1.00000413  x   0.99992582  =   0.99992995
 BJ4241!UTM  15      -   1.00000413  x   1.00058500  =   1.00058913
 BJ4241!UTM  16      -   1.00000413  x   1.00068219  =   1.00068632
 BJ4241
 BJ4241:                Primary Azimuth Mark                     Grid Az
 BJ4241:SPC LA S     -  MILNEBURG LIGHTHOUSE                     039 45 12.6
 BJ4241:UTM  15      -  MILNEBURG LIGHTHOUSE                     038 55 05.4
 BJ4241:UTM  16      -  MILNEBURG LIGHTHOUSE                     041 55 20.6
 BJ4241
 BJ4241|---------------------------------------------------------------------|
 BJ4241| PID    Reference Object                     Distance      Geod. Az  |
 BJ4241|                                                           dddmmss.s |
 BJ4241| BJ4267 MILNEBURG LIGHTHOUSE                APPROX. 1.2 KM 0402305.7 |
 BJ4241| CW2045 LONDON RM                                          17636     |
 BJ4241| AU2674 GRANDSTAND MIDDLE CUPOLA            APPROX. 4.7 KM 1903933.7 |
 BJ4241| BJ1423 SOUTH GATE                          APPROX. 1.4 KM 2494555.0 |
 BJ4241|---------------------------------------------------------------------|
 BJ4241
 BJ4241                          SUPERSEDED SURVEY CONTROL
 BJ4241
 BJ4241  NAD 83(1992)-  30 01 25.00319(N)    090 04 13.88109(W) AD(       ) 3
 BJ4241  NAD 83(1986)-  30 01 25.01877(N)    090 04 13.88040(W) AD(       ) 3
 BJ4241  NAD 27      -  30 01 24.29122(N)    090 04 13.62193(W) AD(       ) 3
 BJ4241
 BJ4241.Superseded values are not recommended for survey control.
 BJ4241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4241.See file dsdata.txt to determine how the superseded data were derived.
 BJ4241
 BJ4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8253625018(NAD 83)
 BJ4241_MARKER: DS = TRIANGULATION STATION DISK
 BJ4241_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BJ4241_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BJ4241
 BJ4241  HISTORY     - Date     Condition        Report By
 BJ4241  HISTORY     - 1931     MONUMENTED       CGS
 BJ4241  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BJ4241
 BJ4241                          STATION DESCRIPTION
 BJ4241
 BJ4241'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLS)
 BJ4241'ON THE TOP OF THE E LEVEE OF THE LONDON AVENUE CANAL AND
 BJ4241'APPROXIMATELY 1/2 MILE FROM LAKE PONTCHARTRAIN AT A POINT
 BJ4241'WHERE THE S PROPERTY LINE OF THE LEVEE BOARD PROPERTY INTERSECTS
 BJ4241'THE CANAL.
 BJ4241'
 BJ4241'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 BJ4241'CONCRETE AT THE CENTER OF THE TOP OF A TILE.
 BJ4241'
 BJ4241'THE REFERENCE MARK, A STANDARD BRONZE DISK, IS 22.82 METERS
 BJ4241'(74.9 FEET) FROM THE STATION S 3 DEG 24 MIN E.
 BJ4241'
 BJ4241'THE MILNEBURG LIGHT IS N 40 DEG 23 MIN E.
 BJ4241
 BJ4241                          STATION RECOVERY (1985)
 BJ4241
 BJ4241'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ4241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5177 ***********************************************************************
 BJ5177  DESIGNATION -  LONE OIL DERRICK
 BJ5177  PID         -  BJ5177
 BJ5177  STATE/COUNTY-  LA/ST MARTIN
 BJ5177  USGS QUAD   -  CECILIA (1970)
 BJ5177
 BJ5177                         *CURRENT SURVEY CONTROL
 BJ5177  ___________________________________________________________________
 BJ5177* NAD 83(1992)-  30 22 15.42810(N)    091 45 33.18260(W)     ADJUSTED  
 BJ5177* NAVD 88     -                                                        
 BJ5177  **This station is located in a subsidence area (see below).
 BJ5177  ___________________________________________________________________
 BJ5177  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ5177  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ5177
 BJ5177  HORZ ORDER  -  THIRD
 BJ5177
 BJ5177.The horizontal coordinates were established by classical geodetic methods
 BJ5177.and adjusted by the National Geodetic Survey in January 1993..
 BJ5177
 BJ5177 ** The orthometric height has not been validated since last determined
 BJ5177 ** by differential leveling and should not be used for control purposes.
 BJ5177 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5177 ** area with valid NAVD 88 orthometric heights.
 BJ5177 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5177 ** epoch indicated which incorporates improved geoid heights for the
 BJ5177 ** Southern Louisiana Subsidence area.
 BJ5177 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5177
 BJ5177.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5177
 BJ5177.The geoid height was determined by GEOID03.
 BJ5177
 BJ5177;                    North         East     Units Scale Factor Converg.
 BJ5177;SPC LA S     -   207,461.841   959,064.003   MT  0.99994653   -0 12 46.6
 BJ5177;SPC LA S     -   680,647.72  3,146,529.15   sFT  0.99994653   -0 12 46.6
 BJ5177;UTM  15      - 3,360,543.809   619,227.621   MT  0.99977537   +0 37 38.7
 BJ5177
 BJ5177                          SUPERSEDED SURVEY CONTROL
 BJ5177
 BJ5177  NAD 83(1986)-  30 22 15.44807(N)    091 45 33.17818(W) AD(       ) 4
 BJ5177  NAD 27      -  30 22 14.73209(N)    091 45 32.74963(W) AD(       ) 3
 BJ5177
 BJ5177.Superseded values are not recommended for survey control.
 BJ5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5177.See file dsdata.txt to determine how the superseded data were derived.
 BJ5177
 BJ5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1922860544(NAD 83)
 BJ5177_MARKER: 67 = OIL DERRICK
 BJ5177
 BJ5177  HISTORY     - Date     Condition        Report By
 BJ5177  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5177
 BJ5177                          STATION DESCRIPTION
 BJ5177
 BJ5177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5177'THE STATION IS THE LONE OIL DERRICK ON THE W BANK OF OPELOUSAS BAY
 BJ5177'ABOUT 3.0 MILES NW OF THE SETTLEMENT OF ATCHAFALAYA, ABOUT 4.4 MILES
 BJ5177'NNE OF THE VILLAGE OF HENDERSON, AND ABOUT 1.55 MILES S OF THE N
 BJ5177'PARISH LINE OF ST. MARTIN PARISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2716 ***********************************************************************
 BX2716  DESIGNATION -  LONE OIL DERRICK NW GARDNER TR
 BX2716  PID         -  BX2716
 BX2716  STATE/COUNTY-  LA/RAPIDES
 BX2716  USGS QUAD   -  WOODWORTH WEST (1993)
 BX2716
 BX2716                         *CURRENT SURVEY CONTROL
 BX2716  ___________________________________________________________________
 BX2716* NAD 83(1992)-  31 12 45.13362(N)    092 36 51.76455(W)     ADJUSTED  
 BX2716* NAVD 88     -                                                        
 BX2716  ___________________________________________________________________
 BX2716  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BX2716  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX2716
 BX2716  HORZ ORDER  -  THIRD
 BX2716
 BX2716.The horizontal coordinates were established by classical geodetic methods
 BX2716.and adjusted by the National Geodetic Survey in January 1993..
 BX2716
 BX2716
 BX2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2716
 BX2716.The geoid height was determined by GEOID03.
 BX2716
 BX2716;                    North         East     Units Scale Factor Converg.
 BX2716;SPC LA N     -    79,009.812   989,100.729   MT  0.99998992   -0 03 37.7
 BX2716;SPC LA N     -   259,218.02  3,245,074.64   sFT  0.99998992   -0 03 37.7
 BX2716;UTM  15      - 3,453,220.830   536,731.941   MT  0.99961664   +0 11 59.4
 BX2716
 BX2716                          SUPERSEDED SURVEY CONTROL
 BX2716
 BX2716  NAD 83(1986)-  31 12 45.15299(N)    092 36 51.76177(W) AD(       ) 4
 BX2716  NAD 27      -  31 12 44.49032(N)    092 36 51.25643(W) AD(       ) 3
 BX2716
 BX2716.Superseded values are not recommended for survey control.
 BX2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2716.See file dsdata.txt to determine how the superseded data were derived.
 BX2716
 BX2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3673253221(NAD 83)
 BX2716_MARKER: 55 = TOWER
 BX2716
 BX2716  HISTORY     - Date     Condition        Report By
 BX2716  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2716
 BX2716                          STATION DESCRIPTION
 BX2716
 BX2716'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0809 ***********************************************************************
 AV0809  DESIGNATION -  LONG
 AV0809  PID         -  AV0809
 AV0809  STATE/COUNTY-  LA/CAMERON
 AV0809  USGS QUAD   -  HACKBERRY (1982)
 AV0809
 AV0809                         *CURRENT SURVEY CONTROL
 AV0809  ___________________________________________________________________
 AV0809* NAD 83(1992)-  29 55 03.33717(N)    093 19 31.81344(W)     ADJUSTED  
 AV0809* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0809  **This station is located in a subsidence area (see below).
 AV0809  ___________________________________________________________________
 AV0809  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0809  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AV0809
 AV0809  HORZ ORDER  -  SECOND
 AV0809
 AV0809.The horizontal coordinates were established by classical geodetic methods
 AV0809.and adjusted by the National Geodetic Survey in January 1993..
 AV0809
 AV0809 ** The orthometric height has not been validated since last determined
 AV0809 ** by differential leveling and should not be used for control purposes.
 AV0809 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0809 ** area with valid NAVD 88 orthometric heights.
 AV0809 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0809 ** epoch indicated which incorporates improved geoid heights for the
 AV0809 ** Southern Louisiana Subsidence area.
 AV0809 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0809.The orthometric height was scaled from a topographic map.
 AV0809
 AV0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0809
 AV0809.The geoid height was determined by GEOID03.
 AV0809
 AV0809;                    North         East     Units Scale Factor Converg.
 AV0809;SPC LA S     -   158,804.301   807,648.050   MT  0.99992679   -0 59 46.0
 AV0809;SPC LA S     -   521,010.44  2,649,758.64   sFT  0.99992679   -0 59 46.0
 AV0809;UTM  15      - 3,309,698.634   468,579.927   MT  0.99961218   -0 09 44.5
 AV0809
 AV0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0809!SPC LA S     -   1.00000424  x   0.99992679  =   0.99993103
 AV0809!UTM  15      -   1.00000424  x   0.99961218  =   0.99961642
 AV0809
 AV0809:                Primary Azimuth Mark                     Grid Az
 AV0809:SPC LA S     -  LAKE 1924                                182 49 07.5
 AV0809:UTM  15      -  LAKE 1924                                181 59 06.0
 AV0809
 AV0809|---------------------------------------------------------------------|
 AV0809| PID    Reference Object                     Distance      Geod. Az  |
 AV0809|                                                           dddmmss.s |
 AV0809| AV0821 LAKE 1924                           APPROX. 8.7 KM 1814921.5 |
 AV0809| CV9999 LONG RM 1                            19.618 METERS 21958     |
 AV0809| CW0987 LONG RM 3                            24.934 METERS 27759     |
 AV0809| AV0808 HACKBERRY CATHOLIC CHURCH           APPROX. 8.6 KM 3314249.0 |
 AV0809| CW0986 LONG RM 2                            22.390 METERS 33431     |
 AV0809|---------------------------------------------------------------------|
 AV0809
 AV0809                          SUPERSEDED SURVEY CONTROL
 AV0809
 AV0809  NAD 83(1986)-  29 55 03.36257(N)    093 19 31.79956(W) AD(       ) 2
 AV0809  NAD 27      -  29 55 02.58200(N)    093 19 31.24400(W) AD(       ) 2
 AV0809
 AV0809.Superseded values are not recommended for survey control.
 AV0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0809.See file dsdata.txt to determine how the superseded data were derived.
 AV0809
 AV0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6858009699(NAD 83)
 AV0809_MARKER: DS = TRIANGULATION STATION DISK
 AV0809_SETTING: 0 = UNSPECIFIED SETTING
 AV0809
 AV0809  HISTORY     - Date     Condition        Report By
 AV0809  HISTORY     - 1933     MONUMENTED       CGS
 AV0809  HISTORY     - 1934     GOOD             CGS
 AV0809  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AV0809
 AV0809                          STATION DESCRIPTION
 AV0809
 AV0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0809'STATION LOCATED ON THE W SIDE OF CALCASIEU LAKE ON WHAT IS
 AV0809'KNOWN AS LONG POINT WHICH IS 6-1/3 MILES (STATUTE) S OF THE
 AV0809'MOUTH OF KELSO BAYOU AND 5-1/2 MILES N OF THE MOUTH OF THE
 AV0809'CALCASIEU RIVER WHERE IT FLOWS OUT OF CALCASIEU LAKE.  THIS
 AV0809'STATION IS DIFFICULT TO DESCRIBE IN DETAIL AS THERE ARE NO
 AV0809'DISTINGUISHING FEATURES IN THE LOCALITY.  THE STATION IS ABOUT
 AV0809'200 METERS S OR SW OF THE MOST EASTERLY PART OF LONG POINT.
 AV0809'FROM THE STATION THIS MOST EASTERLY PART OF THE POINT AND
 AV0809'THE LAKE SHORE BETWEEN THE STATION AND THIS POINT ARE IN
 AV0809'RANGE WITH THE VILLAGE OF GRAND LAKE.  THE STATION IS 9.2
 AV0809'METERS FROM THE LAKE SHORE LINE WHICH IS AN ABRUPT EDGE TO
 AV0809'THE MARSH.  IT APPEARS THAT THE SHORE LINE IS WEARING AWAY
 AV0809'AT THIS POINT.
 AV0809'
 AV0809'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0809'IN CONCRETE CYLINDERS.
 AV0809'
 AV0809'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 AV0809
 AV0809                          STATION RECOVERY (1934)
 AV0809
 AV0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0809'STATION IS ON LONG POINT, ON THE W SHORE OF CALCASIEU LAKE.
 AV0809'6-1/2 STATUTE MILES S OF THE MOUTH OF KELSO BAYOU.  3/4 STATUTE
 AV0809'MILE S OF A SMALL POINT ON THE N SHORE OF LONG POINT FROM WHICH
 AV0809'THE SHORE LINE TURNS TO THE S.
 AV0809'
 AV0809'STATION IS ON LOW SEMI-MARSHY GROUND, 4 METERS W OF THE SHORE
 AV0809'LINE (HIGH-WATER LINE).
 AV0809'
 AV0809'TWO REFERENCE MARKS WERE FOUND BUT WITHOUT NUMBERS STAMPED
 AV0809'ON THEM.  THE REFERENCE MARK S OF THE STATION WILL SOON BE
 AV0809'DESTROYED AS IT IS NOW SUB-MERGED AT HIGH-WATER.  THIS MARK
 AV0809'WAS STAMPED NO. 2 - 1932.
 AV0809'
 AV0809'THE REFERENCE MARK NW OF THE STATION WAS STAMPED NO. 1 - 1932.
 AV0809'IT IS 3 METERS FROM THE SHORE LINE.
 AV0809'
 AV0809'A NEW REFERENCE MARK WAS SET W OF THE STATION, WELL BACK
 AV0809'FROM THE SHORE LINE AND STAMPED NO. 3 - 1934.
 AV0809
 AV0809                          STATION RECOVERY (1950)
 AV0809
 AV0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (DFC)
 AV0809'WE FOUND STATION LONG MONUMENT TO BE UNDER 3 FEET OF WATER
 AV0809'IN THE LAKE, AT A POINT ABOUT 40 FEET EAST OF THE SHORE LINE.
 AV0809'THE MONUMENT STILL BEARING THE BRASS PLATE TRIANGULATION
 AV0809'STATION LONG WAS FOUND BROKEN OFF AND LYING ON ITS SIDE ON
 AV0809'BOTTOM.  NEITHER OF THE TWO REFERENCE MONUMENTS WERE FOUND
 AV0809'AND THEIR LOCATIONS ALSO FELL IN THE LAKE.  (THE MONUMENT
 AV0809'WAS REPLACED EXACTLY WHERE FOUND UNDER THE WATER.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1299 ***********************************************************************
 AT1299  DESIGNATION -  LONG
 AT1299  PID         -  AT1299
 AT1299  STATE/COUNTY-  LA/PLAQUEMINES
 AT1299  USGS QUAD   -  LAKE BATOLA (1992)
 AT1299
 AT1299                         *CURRENT SURVEY CONTROL
 AT1299  ___________________________________________________________________
 AT1299* NAD 83(1992)-  29 43 14.32570(N)    089 45 47.99089(W)     ADJUSTED  
 AT1299* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1299  **This station is located in a subsidence area (see below).
 AT1299  ___________________________________________________________________
 AT1299  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1299  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AT1299
 AT1299  HORZ ORDER  -  THIRD
 AT1299
 AT1299.The horizontal coordinates were established by classical geodetic methods
 AT1299.and adjusted by the National Geodetic Survey in January 1993..
 AT1299
 AT1299 ** The orthometric height has not been validated since last determined
 AT1299 ** by differential leveling and should not be used for control purposes.
 AT1299 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1299 ** area with valid NAVD 88 orthometric heights.
 AT1299 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1299 ** epoch indicated which incorporates improved geoid heights for the
 AT1299 ** Southern Louisiana Subsidence area.
 AT1299 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1299.The orthometric height was scaled from a topographic map.
 AT1299
 AT1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1299
 AT1299.The geoid height was determined by GEOID03.
 AT1299
 AT1299;                    North         East     Units Scale Factor Converg.
 AT1299;SPC LA S     -   136,342.743 1,151,891.951   MT  0.99993763   +0 47 06.1
 AT1299;SPC LA S     -   447,317.82  3,779,165.51   sFT  0.99993763   +0 47 06.1
 AT1299;UTM  16      - 3,291,028.717   232,686.780   MT  1.00048175   -1 22 14.9
 AT1299
 AT1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1299!SPC LA S     -   1.00000398  x   0.99993763  =   0.99994161
 AT1299!UTM  16      -   1.00000398  x   1.00048175  =   1.00048573
 AT1299
 AT1299|---------------------------------------------------------------------|
 AT1299| PID    Reference Object                     Distance      Geod. Az  |
 AT1299|                                                           dddmmss.s |
 AT1299| DD7374 LONG RM 2                            28.063 METERS 09208     |
 AT1299| AT1335 DELACROIX                           APPROX. 5.3 KM 3280458.9 |
 AT1299| DD7373 LONG RM 1                            22.489 METERS 34309     |
 AT1299|---------------------------------------------------------------------|
 AT1299
 AT1299                          SUPERSEDED SURVEY CONTROL
 AT1299
 AT1299  NAD 83(1986)-  29 43 14.33701(N)    089 45 47.99357(W) AD(       ) 3
 AT1299  NAD 27      -  29 43 13.58600(N)    089 45 47.77400(W) AD(       ) 3
 AT1299
 AT1299.Superseded values are not recommended for survey control.
 AT1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1299.See file dsdata.txt to determine how the superseded data were derived.
 AT1299
 AT1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3268791029(NAD 83)
 AT1299_MARKER: DS = TRIANGULATION STATION DISK
 AT1299_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1299_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1299
 AT1299  HISTORY     - Date     Condition        Report By
 AT1299  HISTORY     - 1934     MONUMENTED       CGS
 AT1299  HISTORY     - 1852     GOOD             CGS
 AT1299
 AT1299                          STATION DESCRIPTION
 AT1299
 AT1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1299'ABOUT 9.5 MILES
 AT1299'NNE OF THE TOWN OF
 AT1299'POINTE A LA HACHE,ABOUT 4 MILES SE OF THE
 AT1299'TOWN OF DELACROIX ISLAND, ON THE
 AT1299'NORTHERN BANK OF BAYOU LONG ABOUT
 AT1299'1.8 MILES E OF PETIT LAKE, ON THE NE POINT OF LAND
 AT1299'AT THE JUNCTION
 AT1299'OF A BAYOU RUNNING N AND BAYOU LONG, AND IN MARSHLAND 43.0 METERS
 AT1299'(141 FEET) INSHORE
 AT1299'FROM THE CURVED SHORE LINE AT THE JUNCTION OF
 AT1299'THE BAYOUS.  THE STATION IS MARKED BY
 AT1299'A STANDARD BRONZE DISK SET
 AT1299'IN CONCRETE AT THE TOP OF A TILE,
 AT1299'REFERENCE
 AT1299'MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET IN CONCRETE
 AT1299'AT THE TOP OF A
 AT1299'TILE, IS 22.489 METERS
 AT1299'(73.78 FEET) FROM THE STATION IN
 AT1299'N 16 DEG 51 MIN W.  REFERENCE
 AT1299'MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 AT1299'IN CONCRETE AT
 AT1299'THE TOP OF A TILE, IS 28.063 METERS
 AT1299'(92.07 FEET) FROM
 AT1299'THE STATION S 87 DEG 52 MIN E.  THE DISTANCE
 AT1299'BETWEEN THE REFERENCE MARKS IS
 AT1299'41.289 METERS (135.46 FEET).
 AT1299
 AT1299                          STATION RECOVERY (1852)
 AT1299
 AT1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1852 (PLB)
 AT1299'STATION AND R.M. 1 RECOVERED IN
 AT1299'GOOD CONDITION.
 AT1299'R.M. 2 DESTROYED AND DISK MISSING.  NEW DESCRIPTION
 AT1299'AS FOLLOWS-
 AT1299'
 AT1299'ABOUT 9.5 MILES NNE OF THE TOWN OF POINTE A LA HACHE, ABOUT
 AT1299'4 MILES SE OF THE
 AT1299'TOWN OF DELACROIX ISLAND, ON THE N BANK OF BAYOU
 AT1299'LONG, ABOUT 1.8 MILES E OF PETIT
 AT1299'LAKE, ON THE NE POINT OF LAND AT
 AT1299'THE JUNCTION OF A BAYOU RUNNING N AND BAYOU LONG,
 AT1299'AND IN THE MARSH
 AT1299'105 FEET SE OF THE SE CORNER OF A COVE OF THE BAYOU RUNNING N.  IT
 AT1299'IS 133 FEET E OF
 AT1299'THE E BANK OF THE BAYOU RUNNING N AND 118 FEET N OF
 AT1299'THE N BANK OF BAYOU LONG.
 AT1299'
 AT1299'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 10-INCH
 AT1299'CONCRETE POST
 AT1299'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND
 AT1299'IS STAMPED LONG 1934.
 AT1299'
 AT1299'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH CONCRETE
 AT1299'POST PROJECTING
 AT1299'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 AT1299'22.489 METERS (73.78 FEET) FROM
 AT1299'THE STATION N 16 DEG 51 MIN W.
 AT1299'AND IS STAMPED LONG NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3049 ***********************************************************************
 BK3049  DESIGNATION -  LONG
 BK3049  PID         -  BK3049
 BK3049  STATE/COUNTY-  LA/BEAUREGARD
 BK3049  USGS QUAD   -  KERNAN (1986)
 BK3049
 BK3049                         *CURRENT SURVEY CONTROL
 BK3049  ___________________________________________________________________
 BK3049* NAD 83(1992)-  30 36 23.45855(N)    093 15 05.23661(W)     ADJUSTED  
 BK3049* NAVD 88     -        42.4    (meters)     139.     (feet)  VERTCON   
 BK3049  ___________________________________________________________________
 BK3049  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BK3049  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK3049
 BK3049  HORZ ORDER  -  SECOND
 BK3049
 BK3049.The horizontal coordinates were established by classical geodetic methods
 BK3049.and adjusted by the National Geodetic Survey in January 1993..
 BK3049
 BK3049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3049
 BK3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3049
 BK3049.The geoid height was determined by GEOID03.
 BK3049
 BK3049;                    North         East     Units Scale Factor Converg.
 BK3049;SPC LA S     -   235,038.998   816,075.374   MT  0.99998145   -0 57 32.7
 BK3049;SPC LA S     -   771,123.78  2,677,407.29   sFT  0.99998145   -0 57 32.7
 BK3049;UTM  15      - 3,386,022.309   475,896.579   MT  0.99960717   -0 07 40.9
 BK3049
 BK3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3049!SPC LA S     -   0.99999761  x   0.99998145  =   0.99997906
 BK3049!UTM  15      -   0.99999761  x   0.99960717  =   0.99960479
 BK3049
 BK3049:                Primary Azimuth Mark                     Grid Az
 BK3049:SPC LA S     -  LONG AZ MK                               124 33 15.5
 BK3049:UTM  15      -  LONG AZ MK                               123 43 23.7
 BK3049
 BK3049|---------------------------------------------------------------------|
 BK3049| PID    Reference Object                     Distance      Geod. Az  |
 BK3049|                                                           dddmmss.s |
 BK3049| CV7893 LONG AZ MK                                         1233542.8 |
 BK3049| BK3048 LONG LDH 1974 RM 1                   10.210 METERS 13330     |
 BK3049| CV7894 LONG RM 2                            23.202 METERS 19845     |
 BK3049|---------------------------------------------------------------------|
 BK3049
 BK3049                          SUPERSEDED SURVEY CONTROL
 BK3049
 BK3049  NAD 83(1986)-  30 36 23.47798(N)    093 15 05.22860(W) AD(       ) 2
 BK3049  NAD 27      -  30 36 22.76757(N)    093 15 04.64724(W) AD(       ) 2
 BK3049  NGVD 29 (07/19/86)   42.4    (m)          139.     (f) VERT ANG       
 BK3049
 BK3049.Superseded values are not recommended for survey control.
 BK3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3049.See file dsdata.txt to determine how the superseded data were derived.
 BK3049
 BK3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7589786022(NAD 83)
 BK3049_MARKER: DD = SURVEY DISK
 BK3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3049
 BK3049  HISTORY     - Date     Condition        Report By
 BK3049  HISTORY     - 1974     MONUMENTED       LADH
 BK3049  HISTORY     - 20011125 GOOD             USPSQD
 BK3049
 BK3049                          STATION DESCRIPTION
 BK3049
 BK3049'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK3049'THE STATION IS LOCATED 1 MILE WEST OF LONGVILLE, 6.5 MILES NORTH OF
 BK3049'RAGLEY AND 11 MILES SOUTHEAST OF SINGER, IN THE NORTHEAST QUARTER OF
 BK3049'SECTION 26, T5S, R10W, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BK3049'DEPARTMENT OF HIGHWAYS.
 BK3049'
 BK3049'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 171 AND
 BK3049'STATE HIGHWAY 110 IN LONGVILLE, DRIVE WEST ALONG STATE HIGHWAY 110
 BK3049'FOR 1.2 MILES.  THE MARK IS SET ON THE RIGHT AND NORTH OF THE HIGHWAY
 BK3049'NEAR A TELEGRAPH POLE AND A FENCE.
 BK3049'
 BK3049'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG STATE
 BK3049'HIGHWAY 110 FOR 0.25 MILE.  THE MARK IS SET ON THE LEFT AND NORTH OF
 BK3049'THE HIGHWAY NEAR A POWER POLE AND A HIGHWAY RIGHT-OF-WAY MARKER.
 BK3049'
 BK3049'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3049'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3049'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK3049'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 BK3049'ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE STAMPED LONG
 BK3049'1974.  THE MARK IS 56 FEET WEST OF THE CENTER OF A GRAVEL DRIVE,
 BK3049'39 FEET NORTH OF THE CENTER OF STATE HIGHWAY 110, 4.5 FEET
 BK3049'SOUTHWEST OF A TELEGRAPH POLE, 2 FEET SOUTH OF A FENCE, AND 2 FEET
 BK3049'WEST OF A METAL WITNESS POST AND SIGN.
 BK3049'
 BK3049'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3049'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3049'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK3049'STAMPED LONG RM 1 1974.  THE MARK IS 116 FEET WEST-SOUTHWEST OF A
 BK3049'POWER POLE, 31.5 FEET SOUTHEAST OF A TELEGRAPH POLE, 29 FEET SOUTH
 BK3049'OF A FENCE, 25.5 FEET WEST OF THE CENTER OF A GRAVEL DRIVE AND 24
 BK3049'FEET NORTH OF THE CENTER OF STATE HIGHWAY 110.
 BK3049'
 BK3049'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3049'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3049'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK3049'STAMPED LONG RM 2 1974.  THE MARK IS 167 FEET WEST OF THE SOUTH END
 BK3049'OF A CONCRETE SIDE-DRAIN, 37 FEET SOUTH OF THE CENTER OF STATE
 BK3049'HIGHWAY 110, 34 FEET WEST OF AN 8 INCH PINE TREE AND 6 FEET
 BK3049'NORTH OF A FENCE.
 BK3049'
 BK3049'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3049'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3049'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK3049'STAMPED LONG AZ. MK. 1974.  THE MARK IS 74 FEET WEST OF A POWER
 BK3049'POLE WITH A TRANSFORMER ATTACHED, 55 FEET WEST OF A CONCRETE
 BK3049'HIGHWAY RIGHT-OF-WAY MARKER, 37.5 FEET NORTH OF THE CENTER OF STATE
 BK3049'HIGHWAY 110, 8.5 FEET NORTH OF THE EAST END OF A CONCRETE
 BK3049'SIDE-DRAIN AND 2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BK3049'
 BK3049'NEAREST TOWN--LONGVILLE.
 BK3049
 BK3049                          STATION RECOVERY (2001)
 BK3049
 BK3049'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3304 ***********************************************************************
 AU3304  DESIGNATION -  LONG
 AU3304  PID         -  AU3304
 AU3304  STATE/COUNTY-  LA/JEFFERSON
 AU3304  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3304
 AU3304                         *CURRENT SURVEY CONTROL
 AU3304  ___________________________________________________________________
 AU3304* NAD 83(1992)-  29 56 49.09430(N)    090 10 28.39446(W)     ADJUSTED  
 AU3304* NAVD 88     -         7.5  **(meters)      25.   **(feet)  VERTCON   
 AU3304  **This station is located in a subsidence area (see below).
 AU3304  ___________________________________________________________________
 AU3304  X           -     -16,850.940 (meters)                     COMP
 AU3304  Y           -  -5,531,151.651 (meters)                     COMP
 AU3304  Z           -   3,165,272.208 (meters)                     COMP
 AU3304  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU3304  ELLIP HEIGHT-         -18.66  (meters)          (09/30/02) GPS OBS
 AU3304  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU3304
 AU3304  HORZ ORDER  -  FIRST
 AU3304  ELLP ORDER  -  FOURTH    CLASS II
 AU3304
 AU3304.The horizontal coordinates were established by GPS observations
 AU3304.and adjusted by the National Geodetic Survey in January 1993..
 AU3304
 AU3304 ** The orthometric height has not been validated since last determined
 AU3304 ** by differential leveling and should not be used for control purposes.
 AU3304 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3304 ** area with valid NAVD 88 orthometric heights.
 AU3304 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3304 ** epoch indicated which incorporates improved geoid heights for the
 AU3304 ** Southern Louisiana Subsidence area.
 AU3304 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3304
 AU3304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3304
 AU3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3304
 AU3304.The ellipsoidal height was determined by GPS observations
 AU3304.and is referenced to NAD 83.
 AU3304
 AU3304.The geoid height was determined by GEOID03.
 AU3304
 AU3304;                    North         East     Units Scale Factor Converg.
 AU3304;SPC LA S     -   160,954.013 1,111,855.538   MT  0.99992618   +0 34 45.9
 AU3304;SPC LA S     -   528,063.29  3,647,812.71   sFT  0.99992618   +0 34 45.9
 AU3304;UTM  15      - 3,316,267.663   772,708.337   MT  1.00051767   +1 24 40.8
 AU3304
 AU3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3304!SPC LA S     -   1.00000293  x   0.99992618  =   0.99992911
 AU3304!UTM  15      -   1.00000293  x   1.00051767  =   1.00052060
 AU3304
 AU3304                          SUPERSEDED SURVEY CONTROL
 AU3304
 AU3304  ELLIP H (01/21/93)  -18.65   (m)                       GP(       ) 4 2
 AU3304  NAD 83(1986)-  29 56 49.11084(N)    090 10 28.39325(W) AD(       ) 1
 AU3304  NAD 27      -  29 56 48.37543(N)    090 10 28.12447(W) AD(       ) 1
 AU3304  NGVD 29 (05/20/88)    7.6    (m)           25.     (f) GPS OBS        
 AU3304
 AU3304.Superseded values are not recommended for survey control.
 AU3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3304.See file dsdata.txt to determine how the superseded data were derived.
 AU3304
 AU3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7270816268(NAD 83)
 AU3304_MARKER: DS = TRIANGULATION STATION DISK
 AU3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3304_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3304+STABILITY: SURFACE MOTION
 AU3304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3304+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3304
 AU3304  HISTORY     - Date     Condition        Report By
 AU3304  HISTORY     - 1987     MONUMENTED       LADTD
 AU3304
 AU3304                          STATION DESCRIPTION
 AU3304
 AU3304'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3304'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTH OF INTERSTATE
 AU3304'HIGHWAY 10 ON THE LEVEE ON THE EAST SIDE OF THE MISSISSIPPI RIVER
 AU3304'NEAR THE HUEY P LONG RIVER BRIDGE.
 AU3304'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICE, C/O BILL MIDDLETON,
 AU3304'DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA. PHONE 504-733-0087.
 AU3304'
 AU3304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU3304'HIGHWAY 48 AT THE NORTHWEST END OF THE HUEY P LONG BRIDGE, GO
 AU3304'SOUTHWEST FOR 2.04 KM (1.3 MI) ON HIGHWAY 48 TO A CORSS STREET JUST
 AU3304'PASSED AN OVERHEAD TRANSMISSION LINE.
 AU3304'TURN LEFT AND GO SOUTHWEST FOR 0.24 KM (0.15 MI) ON HICKORY STREET
 AU3304'TO A T-ROAD AT THE LEVEE.
 AU3304'TURN LEFT AND GO NORTHEAST FOR 1.75 KM (1.1 MI) ON RIVER ROAD TO A
 AU3304'LEVEE RAMP ON THE RIGHT.  CONTINUE AHEAD FOR 0.12 KM (0.1 MI) ON
 AU3304'RIVER ROAD TO THE STATION MARK ON THE RIGHT NEAR THE CREST OF THE
 AU3304'LEVEE NEAR LEVEE MARKER NUMBER 460.
 AU3304'
 AU3304'THE STATION IS A STANDARD NGS DISK
 AU3304'STAMPED---LONG JPE 1987---,
 AU3304'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3304'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3304'34.7 METERS (113.8 FT) SOUTH FROM A UTILITY POLE WITH A TRANSFORMER
 AU3304'ATTACHED,
 AU3304'33.5 METERS (109.9 FT) SOUTHEAST FROM THE CENTER OF RIVER ROAD, AND
 AU3304'13.8 METERS (45.3 FT) SOUTHWEST FROM A LEVEE MARKER NUMBERED 460.
 AU3304'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3304'STAMPED---LONG JPE 1987---,
 AU3304'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2332 ***********************************************************************
 AU2332  DESIGNATION -  LONG 1935
 AU2332  PID         -  AU2332
 AU2332  STATE/COUNTY-  LA/ST MARTIN
 AU2332  USGS QUAD   -  NAPOLEONVILLE SW (1980)
 AU2332
 AU2332                         *CURRENT SURVEY CONTROL
 AU2332  ___________________________________________________________________
 AU2332* NAD 83(1992)-  29 50 09.62284(N)    091 08 52.20542(W)     ADJUSTED  
 AU2332* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2332  **This station is located in a subsidence area (see below).
 AU2332  ___________________________________________________________________
 AU2332  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2332  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AU2332
 AU2332  HORZ ORDER  -  SECOND
 AU2332
 AU2332.The horizontal coordinates were established by classical geodetic methods
 AU2332.and adjusted by the National Geodetic Survey in January 1993..
 AU2332
 AU2332 ** The orthometric height has not been validated since last determined
 AU2332 ** by differential leveling and should not be used for control purposes.
 AU2332 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2332 ** area with valid NAVD 88 orthometric heights.
 AU2332 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2332 ** epoch indicated which incorporates improved geoid heights for the
 AU2332 ** Southern Louisiana Subsidence area.
 AU2332 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2332.The orthometric height was scaled from a topographic map.
 AU2332
 AU2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2332
 AU2332.The geoid height was determined by GEOID03.
 AU2332
 AU2332;                    North         East     Units Scale Factor Converg.
 AU2332;SPC LA S     -   148,103.376 1,017,926.149   MT  0.99992986   +0 05 33.9
 AU2332;SPC LA S     -   485,902.49  3,339,646.04   sFT  0.99992986   +0 05 33.9
 AU2332;UTM  15      - 3,302,053.063   678,945.880   MT  0.99999510   +0 55 18.2
 AU2332
 AU2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2332!SPC LA S     -   1.00000377  x   0.99992986  =   0.99993363
 AU2332!UTM  15      -   1.00000377  x   0.99999510  =   0.99999887
 AU2332
 AU2332                          SUPERSEDED SURVEY CONTROL
 AU2332
 AU2332  NAD 83(1986)-  29 50 09.64391(N)    091 08 52.20348(W) AD(       ) 2
 AU2332  NAD 27      -  29 50 08.90288(N)    091 08 51.83734(W) AD(       ) 2
 AU2332
 AU2332.Superseded values are not recommended for survey control.
 AU2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2332.See file dsdata.txt to determine how the superseded data were derived.
 AU2332
 AU2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7894602053(NAD 83)
 AU2332_MARKER: DS = TRIANGULATION STATION DISK
 AU2332_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2332_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2332
 AU2332  HISTORY     - Date     Condition        Report By
 AU2332  HISTORY     - 1935     MONUMENTED       CGS
 AU2332  HISTORY     - 1947     GOOD             CGS
 AU2332  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AU2332
 AU2332                          STATION DESCRIPTION
 AU2332
 AU2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2332'ON THE E BANK OF THE BELLE RIVER, ON THE S BANK OF MAGAZILLE
 AU2332'BAYOU AT THE CONFLUENCE OF THE BELLE RIVER, MAGAZILLE BAYOU
 AU2332'AND BAYOU LONG, APPROXIMATELY 4 MILES DOWNSTREAM (ON THE
 AU2332'BELLE RIVER) FROM GRAVEYARD ISLAND, ABOUT 1/2 MILE S OF THE
 AU2332'S SHORE OF LAKE VERRET, AND 25 FEET E OF AN 18-INCH WILLOW
 AU2332'TREE ON THE RIVER BANK.  THE STATION IS MARKED BY A STANDARD
 AU2332'BRONZE DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF THE
 AU2332'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF
 AU2332'A LONG WOODEN PILE DRIVEN INTO THE MARSH.  THE MARK
 AU2332'PROJECTS 4 INCHES ABOVE THE SURFACE.
 AU2332
 AU2332                          STATION RECOVERY (1947)
 AU2332
 AU2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2332'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION
 AU2332'DISTURBED, AND THE DISK REMOVED.  DAMAGED CONCRETE BASE
 AU2332'REMAINS.
 AU2332
 AU2332                          STATION RECOVERY (1957)
 AU2332
 AU2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2332'THE STATION WAS RECOVERED WITH THE TOP OF THE MARK KNOCKED
 AU2332'OFF.  THE DESCRIPTION BY C.A.S. IN 1935 AND R.A.G. IN 1947 IS
 AU2332'INCOMPLETE.  A NEW DESCRIPTION FOLLOWS--
 AU2332'
 AU2332'THE STATION IS LOCATED AT THE CONFLUENCE OF THE BELLE RIVER,
 AU2332'BAYOU MAGAZILLE AND BAYOU LONG, APPROXIMATELY 4.5 MILES
 AU2332'UPSTREAM FROM THE FERRY CROSSING AT STEPHENSVILLE.
 AU2332'
 AU2332'THE STATION IS 8 FEET SOUTH OF THE SOUTH BANK OF BAYOU
 AU2332'MAGAZILLE, 105 FEET EAST OF THE EAST BANK OF BAYOU LONG, 61
 AU2332'FEET WEST-SOUTHWEST OF THE EASTERLY OF TWO LIVE OAKS LEANING
 AU2332'OVER THE WATER ON THE POINT, 32 FEET WEST-SOUTHWEST OF THE
 AU2332'ROOTS OF THE EASTERLY OF TWO OVERTURNED TREES ON THE SHORE
 AU2332'OF BAYOU MAGAZILLE AND 160.8 FEET SOUTH-SOUTHEAST OF PBM
 AU2332'50 USE (A STANDARD USE BRASS CAP ON A 6 INCH IRON PIPE
 AU2332'PROJECTING ONE FOOT).
 AU2332'
 AU2332'THE DISK AND TOP OF THE MONUMENT HAS BEEN KNOCKED OFF FLUSH
 AU2332'WITH THE GROUND AND ONLY THE BASE REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3305 ***********************************************************************
 AU3305  DESIGNATION -  LONG AZ MK
 AU3305  PID         -  AU3305
 AU3305  STATE/COUNTY-  LA/JEFFERSON
 AU3305  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3305
 AU3305                         *CURRENT SURVEY CONTROL
 AU3305  ___________________________________________________________________
 AU3305* NAD 83(1992)-  29 56 58.27764(N)    090 10 18.11338(W)     ADJUSTED  
 AU3305* NAVD 88     -         4.9  **(meters)      16.   **(feet)  VERTCON   
 AU3305  **This station is located in a subsidence area (see below).
 AU3305  ___________________________________________________________________
 AU3305  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU3305  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU3305
 AU3305  HORZ ORDER  -  SECOND
 AU3305
 AU3305.The horizontal coordinates were established by classical geodetic methods
 AU3305.and adjusted by the National Geodetic Survey in January 1993..
 AU3305.No horizontal observational check was made to the station.
 AU3305
 AU3305 ** The orthometric height has not been validated since last determined
 AU3305 ** by differential leveling and should not be used for control purposes.
 AU3305 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3305 ** area with valid NAVD 88 orthometric heights.
 AU3305 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3305 ** epoch indicated which incorporates improved geoid heights for the
 AU3305 ** Southern Louisiana Subsidence area.
 AU3305 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3305
 AU3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3305
 AU3305.The geoid height was determined by GEOID03.
 AU3305
 AU3305;                    North         East     Units Scale Factor Converg.
 AU3305;SPC LA S     -   161,239.543 1,112,128.335   MT  0.99992614   +0 34 51.0
 AU3305;SPC LA S     -   529,000.07  3,648,707.71   sFT  0.99992614   +0 34 51.0
 AU3305;UTM  15      - 3,316,557.295   772,977.118   MT  1.00051948   +1 24 46.3
 AU3305
 AU3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3305!SPC LA S     -   1.00000332  x   0.99992614  =   0.99992946
 AU3305!UTM  15      -   1.00000332  x   1.00051948  =   1.00052280
 AU3305
 AU3305                          SUPERSEDED SURVEY CONTROL
 AU3305
 AU3305  NAD 83(1986)-  29 56 58.29418(N)    090 10 18.11216(W) AD(       ) 2
 AU3305  NAD 27      -  29 56 57.55906(N)    090 10 17.84365(W) AD(       ) 2
 AU3305  NGVD 29 (05/20/88)    5.0    (m)           16.     (f) VERT ANG       
 AU3305
 AU3305.Superseded values are not recommended for survey control.
 AU3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3305.See file dsdata.txt to determine how the superseded data were derived.
 AU3305
 AU3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7297716557(NAD 83)
 AU3305_MARKER: DZ = AZIMUTH MARK DISK
 AU3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3305_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3305+STABILITY: SURFACE MOTION
 AU3305
 AU3305  HISTORY     - Date     Condition        Report By
 AU3305  HISTORY     - 1987     MONUMENTED       LADTD
 AU3305
 AU3305                          STATION DESCRIPTION
 AU3305
 AU3305'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3305'THE STATION IS LOCATED ABOUT 167 METERS (528 FT)
 AU3305'SOUTHWEST OF THE HUEY P LONG BRIDGE ON THE EAST BANK OF THE
 AU3305'MISSISSIPPI RIVER IN HARAHAN.
 AU3305'OWNERSHIP--EAST JEFFERSON PARISH LEVEE DISTRICT, C/O BILL
 AU3305'MIDDLETON, DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA. 70123.
 AU3305'PHONE 504-733-0087.
 AU3305'
 AU3305'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU3305'HIGHWAY 48 AT THE NORTHWEST END OF THE HUEY P LONG BRIDGE IN
 AU3305'HARAHAN, GO SOUTHWEST FOR 2.04 KM (1.3 MI) ON HIGHWAY 48 TO A CROSS
 AU3305'STREET JUST PASSED AN OVERHEAD TRANSMISSION LINE.
 AU3305'TURN LEFT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) ON HICKORY STREET
 AU3305'TO A T-ROAD AT THE LEVEE.
 AU3305'TURN LEFT AND GO NORTHEAST FOR 1.87 KM (1.35 MI) ON RIVER ROAD TO
 AU3305'THE STATION ON THE RIGHT NEAR THE FOOT OF THE LEVEE, SET ON THE
 AU3305'EXTENDED CENTERLINE OF A STREET LEADING NORTHWEST.
 AU3305'
 AU3305'THE STATION IS A STANDARD NGS DISK
 AU3305'STAMPED---LONG JPE 1987---,
 AU3305'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3305'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 AU3305'21.5 METERS (70.5 FT) WEST FROM THE JUNCTION OF THE LEVEE ROAD AND
 AU3305'A RAMP LEADING TO THE TOP OF THE LEVEE,
 AU3305'14.5 METERS (47.6 FT) SOUTHWEST FROM THE CENTER OF THE RIVER ROAD,
 AU3305'12.9 METERS (42.3 FT) SOUTH FROM A UTILITY POLE, AND
 AU3305'7.8 METERS (25.6 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0684 ***********************************************************************
 AV0684  DESIGNATION -  LONG USGS 1932
 AV0684  PID         -  AV0684
 AV0684  STATE/COUNTY-  LA/VERMILION
 AV0684  USGS QUAD   -  JACKS POINT ISLAND (1979)
 AV0684
 AV0684                         *CURRENT SURVEY CONTROL
 AV0684  ___________________________________________________________________
 AV0684* NAD 83(1992)-  29 45 35.43878(N)    092 29 16.74936(W)     ADJUSTED  
 AV0684* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0684  **This station is located in a subsidence area (see below).
 AV0684  ___________________________________________________________________
 AV0684  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AV0684  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AV0684
 AV0684  HORZ ORDER  -  THIRD
 AV0684
 AV0684.The horizontal coordinates were established by classical geodetic methods
 AV0684.and adjusted by the National Geodetic Survey in January 1993..
 AV0684
 AV0684 ** The orthometric height has not been validated since last determined
 AV0684 ** by differential leveling and should not be used for control purposes.
 AV0684 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0684 ** area with valid NAVD 88 orthometric heights.
 AV0684 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0684 ** epoch indicated which incorporates improved geoid heights for the
 AV0684 ** Southern Louisiana Subsidence area.
 AV0684 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0684.The orthometric height was scaled from a topographic map.
 AV0684
 AV0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0684
 AV0684.The geoid height was determined by GEOID03.
 AV0684
 AV0684;                    North         East     Units Scale Factor Converg.
 AV0684;SPC LA S     -   140,209.536   888,333.797   MT  0.99993454   -0 34 38.4
 AV0684;SPC LA S     -   460,004.12  2,914,475.13   sFT  0.99993454   -0 34 38.4
 AV0684;UTM  15      - 3,292,284.407   549,501.378   MT  0.99963023   +0 15 14.9
 AV0684
 AV0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0684!SPC LA S     -   1.00000411  x   0.99993454  =   0.99993865
 AV0684!UTM  15      -   1.00000411  x   0.99963023  =   0.99963434
 AV0684
 AV0684:                Primary Azimuth Mark                     Grid Az
 AV0684:SPC LA S     -  WHITE LAKE LIGHT EAST                    106 18 34.4
 AV0684:UTM  15      -  WHITE LAKE LIGHT EAST                    105 28 41.1
 AV0684
 AV0684|---------------------------------------------------------------------|
 AV0684| PID    Reference Object                     Distance      Geod. Az  |
 AV0684|                                                           dddmmss.s |
 AV0684| AV0662 WHITE LAKE LIGHT EAST               APPROX. 9.8 KM 1054356.0 |
 AV0684| AV0664 PECAN ISLAND SCHOOL HOUSE USGS      APPROX.13.1 KM 1644236.5 |
 AV0684| AV0663 PETER DYSONS HOUSE CHIM USGS        APPROX.12.9 KM 1651332.4 |
 AV0684| AV0730 BEAR USGS 1932                      APPROX. 8.5 KM 2333559.2 |
 AV0684| AV0721 WHITE LAKE LIGHT WEST               APPROX.11.8 KM 2744115.3 |
 AV0684|---------------------------------------------------------------------|
 AV0684
 AV0684                          SUPERSEDED SURVEY CONTROL
 AV0684
 AV0684  NAD 83(1986)-  29 45 35.45817(N)    092 29 16.73846(W) AD(       ) 3
 AV0684  NAD 27      -  29 45 34.69100(N)    092 29 16.25300(W) AD(       ) 3
 AV0684
 AV0684.Superseded values are not recommended for survey control.
 AV0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0684.See file dsdata.txt to determine how the superseded data were derived.
 AV0684
 AV0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4950192284(NAD 83)
 AV0684_MARKER: DS = TRIANGULATION STATION DISK
 AV0684_SETTING: 0 = UNSPECIFIED SETTING
 AV0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0684
 AV0684  HISTORY     - Date     Condition        Report By
 AV0684  HISTORY     - 1932     MONUMENTED       CGS
 AV0684  HISTORY     - 1945     MARK NOT FOUND   LOCENG
 AV0684  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0684  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0684
 AV0684                          STATION DESCRIPTION
 AV0684
 AV0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JML)
 AV0684'ON NORTH SHORE OF WHITE LAKE, ABOVE THE MIDDLE OF LONG POINT,
 AV0684'50 FEET NORTH OF EDGE OF WATER.  IN CONCRETE POST, STANDARD
 AV0684'TABLET STAMPED LONG 1932.
 AV0684'
 AV0684'INSTRUMENT AND SIGNAL OVER STATION MARK.
 AV0684'
 AV0684'INSTRUMENT ELEVATION 35 FEET.
 AV0684
 AV0684                          STATION RECOVERY (1945)
 AV0684
 AV0684'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (DFC)
 AV0684'LETTER FROM MR. D.F. CHAMPION, STANOLIND GAS AND OIL COMPANY,
 AV0684'HOUSTON, TEXAS, DATED JUNE 7, 1945--
 AV0684'
 AV0684'A PRELIMINARY SEARCH WAS MADE AND ALTHOUGH NOT RECOVERED,
 AV0684'STATION IS PROBABLY INTACT BECAUSE THE LAKE SHORE HAS NOT
 AV0684'REACHED ITS LOCATION.
 AV0684
 AV0684                          STATION RECOVERY (1948)
 AV0684
 AV0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0684'NOT RECOVERED.  THE STATION WAS THOROUGHLY SEARCHED FOR BUT
 AV0684'COULD NOT BE FOUND.  THE AREA IS COVERED WITH DENSE TALL
 AV0684'REEDS, AND THE STATION MIGHT STILL BE IN PLACE.  IT IS BELIEVED
 AV0684'THAT THE RECEDING SHORELINE HAS DESTROYED THE STATION.
 AV0684
 AV0684                          STATION RECOVERY (1966)
 AV0684
 AV0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0684'THE STATION WAS SEARCHED FOR 3/31/66 AND WAS NOT FOUND.  THE
 AV0684'NORTH SHORE OF THE LAKE HAS BEEN ERODED CONSIDERABLE IN THIS AREA
 AV0684'AND IT IS BELIEVED THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3043 ***********************************************************************
 BK3043  DESIGNATION -  LONGVILLE LOOKOUT TOWER
 BK3043  PID         -  BK3043
 BK3043  STATE/COUNTY-  LA/BEAUREGARD
 BK3043  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK3043
 BK3043                         *CURRENT SURVEY CONTROL
 BK3043  ___________________________________________________________________
 BK3043* NAD 83(1992)-  30 39 23.32949(N)    093 13 57.27723(W)     ADJUSTED  
 BK3043* NAVD 88     -                                                        
 BK3043  ___________________________________________________________________
 BK3043  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BK3043  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK3043
 BK3043  HORZ ORDER  -  THIRD
 BK3043
 BK3043.The horizontal coordinates were established by classical geodetic methods
 BK3043.and adjusted by the National Geodetic Survey in January 1993..
 BK3043
 BK3043
 BK3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3043
 BK3043.The geoid height was determined by GEOID03.
 BK3043
 BK3043;                    North         East     Units Scale Factor Converg.
 BK3043;SPC LA S     -   240,547.193   817,977.145   MT  0.99999103   -0 56 58.7
 BK3043;SPC LA S     -   789,195.25  2,683,646.68   sFT  0.99999103   -0 56 58.7
 BK3043;UTM  15      - 3,391,555.407   477,717.567   MT  0.99960612   -0 07 06.9
 BK3043
 BK3043                          SUPERSEDED SURVEY CONTROL
 BK3043
 BK3043  NAD 83(1986)-  30 39 23.34867(N)    093 13 57.26920(W) AD(       ) 4
 BK3043  NAD 27      -  30 39 22.64025(N)    093 13 56.68758(W) AD(       ) 3
 BK3043
 BK3043.Superseded values are not recommended for survey control.
 BK3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3043.See file dsdata.txt to determine how the superseded data were derived.
 BK3043
 BK3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7771891555(NAD 83)
 BK3043_MARKER: 57 = LOOKOUT TOWER
 BK3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3043+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2004
 BK3043
 BK3043  HISTORY     - Date     Condition        Report By
 BK3043  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK3043  HISTORY     - 20040117 GOOD             USPSQD
 BK3043
 BK3043                          STATION DESCRIPTION
 BK3043
 BK3043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3043'THE STATION IS THE TOP CENTER OF LONGVILLE, LOOKOUT TOWER, LOCATED
 BK3043'ABOUT 3.4 MILES NORTH OF LONGVILLE.  IT IS A 4-LEGGED GRAY STEEL
 BK3043'STRUCTURE, WITH SMALL OBSERVATION CABIN ON TOP, AND A HEIGHT OF 107
 BK3043'FEET.
 BK3043'
 BK3043'TO REACH FROM THE JUNCTION OF U. S. HIGHWAYS 171 AND 190, AND STATE
 BK3043'HIGHWAY 110 IN LONGVILLE, GO NORTH ON HIGHWAY 171 AND 190 FOR 3.4
 BK3043'MILES TO STATION ON THE RIGHT.
 BK3043'
 BK3043'OWNED BY LOUISIANA STATE FORESTRY COMMISSION.
 BK3043
 BK3043                          STATION RECOVERY (2004)
 BK3043
 BK3043'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK3043'FIRE WATCH TOWER WILL SOON BE DISMANTLED DUE TO HWY 171 FOUR LANE
 BK3043'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3038 ***********************************************************************
 BK3038  DESIGNATION -  LONGVILLE TRUNKLINE MICROWAVE
 BK3038  PID         -  BK3038
 BK3038  STATE/COUNTY-  LA/BEAUREGARD
 BK3038  USGS QUAD   -  LONGVILLE (1994)
 BK3038
 BK3038                         *CURRENT SURVEY CONTROL
 BK3038  ___________________________________________________________________
 BK3038* NAD 83(1992)-  30 35 54.40881(N)    093 13 44.67393(W)     ADJUSTED  
 BK3038* NAVD 88     -                                                        
 BK3038  ___________________________________________________________________
 BK3038  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BK3038  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK3038
 BK3038  HORZ ORDER  -  THIRD
 BK3038
 BK3038.The horizontal coordinates were established by classical geodetic methods
 BK3038.and adjusted by the National Geodetic Survey in January 1993..
 BK3038
 BK3038
 BK3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3038
 BK3038.The geoid height was determined by GEOID03.
 BK3038
 BK3038;                    North         East     Units Scale Factor Converg.
 BK3038;SPC LA S     -   234,108.836   818,206.207   MT  0.99997998   -0 56 52.4
 BK3038;SPC LA S     -   768,072.07  2,684,398.20   sFT  0.99997998   -0 56 52.4
 BK3038;UTM  15      - 3,385,123.491   478,039.879   MT  0.99960595   -0 06 59.8
 BK3038
 BK3038                          SUPERSEDED SURVEY CONTROL
 BK3038
 BK3038  NAD 83(1986)-  30 35 54.42814(N)    093 13 44.66616(W) AD(       ) 4
 BK3038  NAD 27      -  30 35 53.71641(N)    093 13 44.08703(W) AD(       ) 3
 BK3038
 BK3038.Superseded values are not recommended for survey control.
 BK3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3038.See file dsdata.txt to determine how the superseded data were derived.
 BK3038
 BK3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7804085123(NAD 83)
 BK3038_MARKER: 44 = MICROWAVE MAST
 BK3038
 BK3038  HISTORY     - Date     Condition        Report By
 BK3038  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK3038
 BK3038                          STATION DESCRIPTION
 BK3038
 BK3038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3038'THE STATION IS THE LIGHT ATOP THE LONGVILLE, TRUNKLINE GAS COMPANY,
 BK3038'KKE 704 MICRO-WAVE MAST, LOCATED 0.5 MILE SOUTH OF LONGVILLE.
 BK3038'
 BK3038'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY 110
 BK3038'IN LONGVILLE, GO SOUTH ON HIGHWAY 171 FOR 0.55 MILE TO STATION ON
 BK3038'THE LEFT.
 BK3038'
 BK3038'THE MAST IN A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 BK3038'ALTERNATELY RED AND WHITE, AND AN OVERALL HEIGHT OF 336 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2078 ***********************************************************************
 BW2078  DESIGNATION -  LON=N 14
 BW2078  PID         -  BW2078
 BW2078  STATE/COUNTY-  LA/AVOYELLES
 BW2078  USGS QUAD   -  MOREAUVILLE (1996)
 BW2078
 BW2078                         *CURRENT SURVEY CONTROL
 BW2078  ___________________________________________________________________
 BW2078* NAD 83(1992)-  31 05 47.07576(N)    091 54 22.20521(W)     ADJUSTED  
 BW2078* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 BW2078  ___________________________________________________________________
 BW2078  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BW2078  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BW2078
 BW2078  HORZ ORDER  -  FIRST
 BW2078
 BW2078.The horizontal coordinates were established by classical geodetic methods
 BW2078.and adjusted by the National Geodetic Survey in January 1993..
 BW2078
 BW2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2078
 BW2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2078
 BW2078.The geoid height was determined by GEOID03.
 BW2078
 BW2078;                    North         East     Units Scale Factor Converg.
 BW2078;SPC LA N     -    66,283.984 1,056,656.999   MT  1.00001667   +0 18 50.3
 BW2078;SPC LA N     -   217,466.70  3,466,715.50   sFT  1.00001667   +0 18 50.3
 BW2078;SPC LA S     -   287,951.317   945,341.261   MT  1.00010834   -0 17 11.1
 BW2078;SPC LA S     -   944,720.28  3,101,507.12   sFT  1.00010834   -0 17 11.1
 BW2078;UTM  15      - 3,440,801.005   604,321.595   MT  0.99973424   +0 33 54.0
 BW2078
 BW2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2078!SPC LA N     -   1.00000189  x   1.00001667  =   1.00001856
 BW2078!SPC LA S     -   1.00000189  x   1.00010834  =   1.00011023
 BW2078!UTM  15      -   1.00000189  x   0.99973424  =   0.99973613
 BW2078
 BW2078|---------------------------------------------------------------------|
 BW2078| PID    Reference Object                     Distance      Geod. Az  |
 BW2078|                                                           dddmmss.s |
 BW2078| CY4915 LON 2 RM 3                           31.004 METERS 07045     |
 BW2078| CY4912 LON AZ MK                                          1812145.2 |
 BW2078| BJ5280 PLAUCHE                             APPROX.13.9 KM 1922934.9 |
 BW2078| CY4913 LON RM 1                             19.640 METERS 25557     |
 BW2078| BW2509 LON 2                                 6.196 METERS 27149     |
 BW2078| BX2572 MARKSVILLE MUNICIPAL TANK           APPROX.15.6 KM 2815641.7 |
 BW2078| CY4914 LON RM 2                             40.557 METERS 32718     |
 BW2078|---------------------------------------------------------------------|
 BW2078
 BW2078                          SUPERSEDED SURVEY CONTROL
 BW2078
 BW2078  NAD 83(1986)-  31 05 47.09496(N)    091 54 22.20033(W) AD(       ) 1
 BW2078  NAD 27      -  31 05 46.42799(N)    091 54 21.77340(W) AD(       ) 1
 BW2078  NGVD 29 (07/19/86)   15.0    (m)           49.     (f) VERT ANG       
 BW2078
 BW2078.Superseded values are not recommended for survey control.
 BW2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2078.See file dsdata.txt to determine how the superseded data were derived.
 BW2078
 BW2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0432240801(NAD 83)
 BW2078_MARKER: DS = TRIANGULATION STATION DISK
 BW2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2078
 BW2078  HISTORY     - Date     Condition        Report By
 BW2078  HISTORY     - 1919     MONUMENTED       CGS
 BW2078  HISTORY     - 1935     GOOD             CGS
 BW2078  HISTORY     - 1941     GOOD             CGS
 BW2078  HISTORY     - 1947     GOOD             CGS
 BW2078  HISTORY     - 1957     MARK NOT FOUND   CGS
 BW2078  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BW2078  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW2078  HISTORY     - 1977     GOOD             NGS
 BW2078
 BW2078                          STATION DESCRIPTION
 BW2078
 BW2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BW2078'STATION IS IN BORDELONVILLE, 7.35 METERS (24 FEET) W OF SW
 BW2078'CORNER OF LOUISIANA RAILWAY AND NAVIGATION COMPANY DEPOT,
 BW2078'AND 4.25 METERS (13.94 FEET) N OF CENTER LINE OF TRACK ON
 BW2078'EXTENSION OF TANGENT OF S RAIL FROM W.
 BW2078'
 BW2078'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2078'DISKS SET IN CONCRETE.
 BW2078'
 BW2078'REFERENCE MARK IS 19.640 METERS (64.44 FEET) FROM STATION.
 BW2078
 BW2078                          STATION RECOVERY (1935)
 BW2078
 BW2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BW2078'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BW2078'CONDITION.  IN BORDELONVILLE, RAILWAY STATION HAS BEEN REMOVED.
 BW2078'SITE IS NOW FILLED TO A DEPTH OF ABOUT 5 FEET WITH BARK AND
 BW2078'COAL ASHES.  STATION WAS FOUND BY EXTENSIVE DIGGING AND IS
 BW2078'NOW COVERED WITH 5 FEET OF DEBRIS.  IT IS NOW MARKED BY A 2-INCH
 BW2078'PIPE WITH WOODEN PLUG AND TACK.  THE FOLLOWING DISTANCES WERE
 BW2078'TAKEN--FROM STATION, W 98.3 FEET TO CENTER OF ROAD CROSSING
 BW2078'TRACK, S 8.4 FEET TO CENTER OF OLD TRACK, S 115 FEET TO NE
 BW2078'CORNER OF FRAME HOUSE SE TO NW CORNER OF FENCE, 160.4 FEET
 BW2078'NE TO SE CORNER OF LOT FENCE JUST W OF FRAME HOUSE.
 BW2078'
 BW2078'REFERENCE MARK NO. 1 (1919) IS A STANDARD BRONZE DISK SET
 BW2078'IN A CONCRETE PIER AT GROUND SURFACE, ON S SIDE OF ROAD,
 BW2078'10.9 FEET S OF CENTER AND 8.5 FEET E OF CENTER OF SMALL
 BW2078'CREEK.  DISTANCE FROM STATION 19.640 METERS (64.44 FEET).
 BW2078'
 BW2078'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BW2078'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 2 FEET S OF S FENCE
 BW2078'AROUND LOT, 72 FEET W OF SE CORNER OF LOT, 98.2 FEET E OF
 BW2078'SW CORNER OF LOT AND 15.2 FEET N OF W SIDE OF DITCH.  DISTANT
 BW2078'FROM STATION 40.585 METERS (133.19 FEET) N 32 DEG 28 MIN W.
 BW2078'DISTANCE FROM REFERENCE MARK NO. 1 TO
 BW2078'REFERENCE MARK NO. 2 IS 39.01 METERS (128.02 FEET).
 BW2078
 BW2078                          STATION RECOVERY (1941)
 BW2078
 BW2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2078'STATION RECOVERED AS DESCRIBED IN 1935, AND ALL MARKS WERE
 BW2078'FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET BY THIS
 BW2078'PARTY AS DESCRIBED BELOW.
 BW2078'
 BW2078'STATION IS ABOUT 0.7 MILE S OF THE BORDELONVILLE POST OFFICE,
 BW2078'NEAR THE SW CORNER OF SECTION 31, T. 2 N., R. 6 E., NEAR
 BW2078'THE SITE OF AN OLD SAWMILL, 115 FEET NE OF THE NE CORNER
 BW2078'OF A HOUSE, 98.3 FEET E OF THE CENTER OF A DIRT ROAD, 160
 BW2078'FEET SW OF A SE FENCE CORNER.  IT IS STAMPED LON 1919 AND
 BW2078'IS SET ABOUT 4 FEET UNDERGROUND.
 BW2078'
 BW2078'REFERENCE MARK NO. 1 IS 10.9 FEET S OF THE CENTER
 BW2078'OF THE ROAD AND 8.5 FEET E OF A SMALL CREEK.  IT IS STAMPED
 BW2078'LON R.M. 1 1919 AND IS SET FLUSH.
 BW2078'
 BW2078'REFERENCE MARK NO. 2 IS 72 FEET W OF THE SE CORNER
 BW2078'OF A LOT, 98.2 FEET E OF THE SW CORNER OF A LOT, 15.2 FEET
 BW2078'N OF A DITCH, 30 FEET E OF A TOILET AND 2 FEET S OF A FENCE.
 BW2078'IT IS STAMPED LON R.M. 2 1919 AND IS SET FLUSH.
 BW2078'
 BW2078'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 BW2078'IS ABOUT 12 FEET W OF THE CENTER OF A DIRT
 BW2078'ROAD, 5 FEET S OF A WHITE REFERENCE POST AND 2 FEET E OF
 BW2078'A FENCE.  IT IS STAMPED LON 1941 AND PROJECTS ABOUT 6 INCHES.
 BW2078'
 BW2078'AN AZIMUTH DIRECTION WAS TAKEN TO STATION WILL.
 BW2078'
 BW2078'DUE TO LARGE PILES OF LOGS, THE REFERENCE MARKS WERE NOT
 BW2078'RE-MEASURED AND THE 1935 MEASUREMENTS ARE TO BE CONSIDERED
 BW2078'AS CORRECT.
 BW2078'
 BW2078'A 116-FOOT SIGNAL AT PLAUCHE IS VISIBLE AT 77 FEET.
 BW2078'
 BW2078'A 116-FOOT SIGNAL AT CHAUSON IS VISIBLE AT 77 FEET.
 BW2078'
 BW2078'A 116-FOOT SIGNAL AT BM VICTOR IS VISIBLE AT 64 FEET.
 BW2078'
 BW2078'A 116-FOOT SIGNAL AT BEN ROUTH IS VISIBLE AT 64 FEET.
 BW2078'
 BW2078'A 116-FOOT SIGNAL AT RIVER IS VISIBLE AT 90 FEET.
 BW2078
 BW2078                          STATION RECOVERY (1947)
 BW2078
 BW2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CJ)
 BW2078'STATION MARK WAS FOUND IN GOOD CONDITION.  LETTERS FOUND
 BW2078'STAMPED ON THE MARK LON 1919.  MARK IS 0.6 MI S OF BORDELONVILLE
 BW2078'AT A JOG IN A N-S GRAVELLED ROAD.  110 FT N OF A FENCE CORNER
 BW2078'ON THE N EXTENSION OF THE E R-O-W. FENCE LINE.  85 FT SW
 BW2078'OF SW CORNER OF GREEN CABIN, 82 FT W OF THE NW CORNER OF
 BW2078'SMALL GROCERY STORE.  STATION MARK IS ON WHAT APPEARS TO BE
 BW2078'THE FILL ON AN ABANDONED R.R. --WAS FOUND 12 IN BELOW SURFACE
 BW2078'OF GROUND.  REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK
 BW2078'WERE RECOVERED.
 BW2078
 BW2078                          STATION RECOVERY (1957)
 BW2078
 BW2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BW2078'STATION MARK AND REFERENCE MARK NO. 1 WERE NOT RECOVERED.
 BW2078'THE STATION MARK IS REPORTED TO BE FIVE FEET UNDERGROUND
 BW2078'AS REPORTED IN 1935.  THE IRON PIPE WITH THE WOODEN PLUG HAS
 BW2078'BEEN REMOVED AS HAS THE RAILROAD.
 BW2078'
 BW2078'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  IT
 BW2078'IS 0.7 MILES SOUTH OF THE POST OFFICE AT BORDELONVILLE, 86
 BW2078'FEET NORTHWEST OF CENTER LINE OF A SHORT GRAVEL ROAD RUNNING
 BW2078'IN A NORTHEAST-SOUTHWEST DIRECTION, AND 3.0 FEET SOUTHEAST
 BW2078'OF THE FENCE LINE.
 BW2078'
 BW2078'IT IS STAMPED R.M. 2 LON 1919 AND PROJECTS 3 INCHES.
 BW2078'
 BW2078'DESCRIBED--LFB
 BW2078
 BW2078                          STATION RECOVERY (1959)
 BW2078
 BW2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BW2078'THE STATION WAS VISITED 10-21-59 AND THE STATION MARK WAS FOUND
 BW2078'UNDER THE CONCRETE FLOOR OF THE NORTHWEST CORNER OF A SMALL
 BW2078'UTILITY HOUSE IN THE BACK YARD OF THE HOUSE OWNED BY ALBERT
 BW2078'B. DESSELLE.  THE MARK WAS NOT ACTUALLY SEEN BUT WAS FOUND
 BW2078'WITH A PROBING ROD.  THE MARK IS INACCESSABLE.  REFERENCE MARK
 BW2078'NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION,
 BW2078'ALTHOUGH THE AZIMUTH MARK IS OBSTRUCTED BY THE SAME BUILDING
 BW2078'WHICH IS OVER THE STATION.  REFERENCE MARK NO. 1 WAS FOUND
 BW2078'ABOUT 2 INCHES UNDER THE SURFACE OF THE GROUND AND APPARENTLY
 BW2078'IN GOOD CONDITION.  THE RAILROAD TRACKS HAVE BEEN REMOVED,
 BW2078'LEAVING NO EVIDENCE OF WHERE THE TRACKS MIGHT HAVE BEEN AND
 BW2078'THE DEBRIS MENTIONED IN THE 1935 DESCRIPTION AS BEING FIVE
 BW2078'FOOT DEEP HAS BEEN LEVELED OFF AND A HOUSE BUILT IN THIS
 BW2078'LOCATION.
 BW2078'
 BW2078'THE STATION IS LOCATED ABOUT 6.25 MILES NORTHEAST OF MOREAUVILLE,
 BW2078'0.9 MILE SOUTH OF THE MOST NORTHERLY POINT OF DES GLAISSES
 BW2078'BAYOU, ABOUT 0.7 MILE SOUTH OF THE SCHOOL IN BORDELONVILLE,
 BW2078'AT THE SITE OF THE OLD RAILROAD STATION IN BORDELONVILLE,
 BW2078'AT A CURVE IN A ROAD FROM WEST TO SOUTH AND ON PROPERTY OWNED
 BW2078'BY ALBERT B DESSELLE WHO LIVES AT 3015 PONS RD. CHALMETTE,
 BW2078'LA.  IT IS LOCATED IN THE BACK YARD OF THE HOUSE UNDER THE
 BW2078'NORTHWEST CORNER OF THE UTILITY ROOM, 45 FEET SOUTH OF A ROAD
 BW2078'LEADING EAST, 98 FEET EAST OF THE CENTER OF THE ROAD LEADING
 BW2078'SOUTH, 33.6 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 BW2078'HOUSE, 5.2 FEET EAST OF THE NORTHWEST CORNER OF THE UTILITY
 BW2078'ROOM AND 1.8 FEET SOUTH OF THE NORTH WALL OF THE UTILITY
 BW2078'ROOM.  IT IS A STANDARD DISK, STAMPED LON 1919 ABOUT 1
 BW2078'FOOT BELOW THE SURFACE OF THE GROUND.
 BW2078'
 BW2078'REFERENCE MARK NO. 1 IS 64.44 FEET WEST-NORTHWEST OF THE
 BW2078'STATION, 3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BW2078'HOUSE, 6 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 2.2 FEET
 BW2078'WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE,
 BW2078'2.7 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF
 BW2078'THE HOUSE, 19 FEET SOUTH OF THE CENTER OF THE ROAD LEADING
 BW2078'EAST, 60 FEET EAST OF THE JUNCTION OF THE TWO ROADS, AND
 BW2078'11.5 FEET SOUTHEAST OF THE SOUTH END OF A 4-FOOT IRON CULVERT.
 BW2078'IT IS A STANDARD DISK, STAMPED LON NO 1 1919, 2-INCHES BELOW
 BW2078'THE SURFACE OF THE GROUND.
 BW2078'
 BW2078'REFERENCE MARK NO. 2 IS 133.15 FEET NORTH OF THE STATION,
 BW2078'83 FEET NORTH OF THE CENTER OF THE ROAD LEADING EAST, 61
 BW2078'FEET NORTHWEST OF THE SOUTHWEST CORNER OF A FENCED YARD OF
 BW2078'A WHITE HOUSE, 58 FEET WEST OF A FENCE LINE, 25 FEET SOUTH
 BW2078'OF A FENCE LINE, 16 FEET NORTH OF THE CENTER OF A DITCH AND
 BW2078'1 FOOT NORTH OF A METAL WITNESS POST BEARING A WHITE METAL SIGN.
 BW2078'IT IS A STANDARD DISK, STAMPED LON 1919, PROJECTING 2 INCHES.
 BW2078'
 BW2078'THE AZIMUTH MARK IS 0.45 MILE SOUTH OF THE STATION, 130
 BW2078'PACES NORTH OF A ROAD LEADING WEST FROM THE MAIN ROAD, 14 FEET
 BW2078'WEST OF THE CENTER OF THE ROAD, 34 FEET SOUTH OF A T-FENCE
 BW2078'CORNER, 3 FEET EAST OF A FENCE LINE AND 1 FOOT WEST OF A
 BW2078'METAL WITNESS POST BEARING A WHITE METAL SIGN.  IT IS A
 BW2078'STANDARD DISK, STAMPED LON 1941, PROJECTING 6 INCHES.
 BW2078'
 BW2078'TO REACH THE STATION FROM THE SCHOOL BUILDING (RED BRICK)
 BW2078'IN BORDELONVILLE, GO WEST ON STATE HIGHWAY 451 FOR 0.1 MILE
 BW2078'TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.65 MILE TO
 BW2078'WHERE THE ROAD TURNS EAST FOR ABOUT 100 YARDS THEN TURNS
 BW2078'BACK SOUTH AND THE MARK ABOUT 100 FEET EAST OF WHERE THE ROAD
 BW2078'TURNS SOUTH.
 BW2078'
 BW2078'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON DIRT
 BW2078'ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 BW2078
 BW2078                          STATION RECOVERY (1962)
 BW2078
 BW2078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BW2078'MARK SET 4 FT BENEATH SURFACE OF GROUND, DUG FOR BUT NOT
 BW2078'FOUND.
 BW2078'
 BW2078'AZIMUTH MARK FOUND IN GOOD CONDITION.
 BW2078
 BW2078                          STATION RECOVERY (1977)
 BW2078
 BW2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2078'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 BW2078'WERE RECOVERED IN GOOD CONDITION.  THE PROPERTY OWNER
 BW2078'STATED THAT REFERENCE MARK 1 WAS DESTROYED BY LAND
 BW2078'LEVELING OPERATIONS.  A SHORTER DISTANCE OF 0.13 FEET
 BW2078'TO REFERENCE MARK 2 WAS NOTED AND VERIFIED AT THIS TIME.
 BW2078'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.  ON ARRIVAL
 BW2078'AT THE STATION SITE, INDICATIONS WERE THAT THIS STATION HAD
 BW2078'BEEN DESTROYED BY THE LAND LEVELING OPERATIONS, THEREFORE,
 BW2078'LON 2 AND REFERENCE MARK 3 WERE ESTABLISHED, WITH LON 2
 BW2078'BEING OCCUPIED.  FURTHER INVESTIGATION REVEALED THE STATION
 BW2078'IN TACT.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION
 BW2078'FOLLOWS.
 BW2078'
 BW2078'THE STATION IS ABOUT 0.7 MILE SOUTH OF THE BORDELONVILLE POST
 BW2078'OFFICE, ON A LAWN WHICH IS ON PROPERTY OWNED BY LAWRENCE J.
 BW2078'BORDELON, WHO LIVES NEAR THE STATION.
 BW2078'
 BW2078'TO REACH THE STATION FROM THE POST OFFICE IN BORDELONVILLE AT
 BW2078'THE JUNCTION OF STATE HIGHWAY 451 AND A PAVED ROAD SOUTH, GO
 BW2078'SOUTH ON THE PAVED ROAD FOR 0.65 MILE TO WHERE THE ROAD TURNS
 BW2078'LEFT.  TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 0.1 MILE TO
 BW2078'WHERE THE ROAD TURNS RIGHT, A GRAVELED DRIVEWAY AND THE STATION
 BW2078'STRAIGHT AHEAD.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 BW2078'SOUTH ON THE PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 BW2078'
 BW2078'STATION MARK IS A STANDARD DISK STAMPED---LON 1919---, SET
 BW2078'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BW2078'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 100 FEET
 BW2078'NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED ROAD AT
 BW2078'A CURVE, 82 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 BW2078'DRIVEWAY, AND 47 FEET WEST OF A BOARD GATE IN A FENCE
 BW2078'LINE.  THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS
 BW2078'TIME.
 BW2078'
 BW2078'LON 2 ARE STANDARD DISKS STAMPED---LON 2 1977---.
 BW2078'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BW2078'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 99.5 FEET WEST OF
 BW2078'THE CENTER OF A BOARD GATE, 92 FEET SOUTH-SOUTHWEST OF A POWER
 BW2078'LINE POLE WITH A TRANSFORMER, 92 FEET NORTHWEST OF THE CENTER
 BW2078'OF A PAVED ROAD AND 33 FEET EAST OF THE CENTER OF A GRAVELED
 BW2078'DRIVEWAY.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BW2078'CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 BW2078'
 BW2078'REFERENCE MARK 2, STAMPED---LON RM 2 1919---, IS A STANDARD
 BW2078'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 BW2078'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 87 FEET WEST OF THE
 BW2078'CENTER OF THE GRAVELED DRIVEWAY, 7 FEET EAST OF THE EAST EDGE
 BW2078'OF A CULTIVATED FIELD, 1 FOOT SOUTHWEST OF A METAL WITNESS POST
 BW2078'AND ABOUT THE SAME ELEVATION AS THE STATION.
 BW2078'
 BW2078'REFERENCE MARK3 , STAMPED---LON 2 NO 3 1977---, IS A
 BW2078'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BW2078'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 69 FEET EAST OF
 BW2078'THE POWER LINE POLE WITH THE TRANSFORMER, 60 FEET SOUTHEAST OF
 BW2078'A FENCE POST, 53 FEET WEST OF THE NORTHWEST CORNER OF A WHITE
 BW2078'FRAME HOUSE, 1.5 FEET SOUTHWEST OF A POWER LINE POLE AND ABOUT
 BW2078'THE SAME ELEVATION AS THE STATION.
 BW2078'
 BW2078'AZIMUTH MARK, STAMPED---LON 1941---, IS A STANDARD DISK SET IN
 BW2078'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 BW2078'INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTH OF THE NORTH GATE
 BW2078'POST OF A GATE LEADING TO A FIELD, 14 FEET WEST OF THE CENTER
 BW2078'OF THE ROAD AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 BW2078'
 BW2078'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4166 ***********************************************************************
 BJ4166  DESIGNATION -  LORANGER
 BJ4166  PID         -  BJ4166
 BJ4166  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4166  USGS QUAD   -  HUSSER (1974)
 BJ4166
 BJ4166                         *CURRENT SURVEY CONTROL
 BJ4166  ___________________________________________________________________
 BJ4166* NAD 83(1992)-  30 39 50.20628(N)    090 21 23.98325(W)     ADJUSTED  
 BJ4166* NAVD 88     -        43.8    (meters)     144.     (feet)  VERTCON   
 BJ4166  ___________________________________________________________________
 BJ4166  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4166  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4166
 BJ4166  HORZ ORDER  -  FIRST
 BJ4166
 BJ4166.The horizontal coordinates were established by classical geodetic methods
 BJ4166.and adjusted by the National Geodetic Survey in January 1993..
 BJ4166
 BJ4166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4166
 BJ4166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4166
 BJ4166.The geoid height was determined by GEOID03.
 BJ4166
 BJ4166;                    North         East     Units Scale Factor Converg.
 BJ4166;SPC LA S     -   240,265.262 1,093,599.939   MT  0.99999253   +0 29 18.1
 BJ4166;SPC LA S     -   788,270.28  3,587,919.13   sFT  0.99999253   +0 29 18.1
 BJ4166;UTM  15      - 3,395,340.643   753,273.088   MT  1.00039140   +1 20 55.8
 BJ4166
 BJ4166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4166!SPC LA S     -   0.99999740  x   0.99999253  =   0.99998993
 BJ4166!UTM  15      -   0.99999740  x   1.00039140  =   1.00038880
 BJ4166
 BJ4166|---------------------------------------------------------------------|
 BJ4166| PID    Reference Object                     Distance      Geod. Az  |
 BJ4166|                                                           dddmmss.s |
 BJ4166| CW2047 LORANGER RM 1                        37.094 METERS 10539     |
 BJ4166| CW2048 LORANGER RM 2                        37.917 METERS 22546     |
 BJ4166| BJ4169 LORANGER LOT                        APPROX. 2.2 KM 2274022.2 |
 BJ4166| CW2046 LORANGER AZ MK                                     3214222.4 |
 BJ4166|---------------------------------------------------------------------|
 BJ4166
 BJ4166                          SUPERSEDED SURVEY CONTROL
 BJ4166
 BJ4166  NAD 83(1986)-  30 39 50.22047(N)    090 21 23.98084(W) AD(       ) 1
 BJ4166  NAD 27      -  30 39 49.54508(N)    090 21 23.66494(W) AD(       ) 1
 BJ4166  NGVD 29 (07/19/86)   43.8    (m)          144.     (f) VERT ANG       
 BJ4166
 BJ4166.Superseded values are not recommended for survey control.
 BJ4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4166.See file dsdata.txt to determine how the superseded data were derived.
 BJ4166
 BJ4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5327395341(NAD 83)
 BJ4166_MARKER: DS = TRIANGULATION STATION DISK
 BJ4166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4166
 BJ4166  HISTORY     - Date     Condition        Report By
 BJ4166  HISTORY     - 1970     MONUMENTED       NGS
 BJ4166
 BJ4166                          STATION DESCRIPTION
 BJ4166
 BJ4166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4166'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF AMITE, 9 MILES
 BJ4166'EAST-NORTHEAST OF INDEPENDENCE, 3 MILES NORTHEAST OF LORANGER, NEAR
 BJ4166'THE CENTER OF THE NORTH SIDE OF SECTION 36, T, 4 S., R. 8 E. AND ON
 BJ4166'LAND OWNED BY MR. ERNEST MCAULIFFE OF METAIRIE, LOUISIANA.
 BJ4166'
 BJ4166'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 1062
 BJ4166'IN LORANGER, GO NORTH ON STATE HIGHWAY 1062 FOR 0.15 MILE TO THE
 BJ4166'POST OFFICE ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 1062 FOR
 BJ4166'1.0 MILE TO WHERE STATE HIGHWAY 1062 TURNS SHARPLY TO THE RIGHT.
 BJ4166'TURN RIGHT AND CONTINUE EASTERLY ON STATE HIGHWAY 1062 FOR 3.4
 BJ4166'MILES TO THE STATION ON THE RIGHT AT THE TOP OF A HILL.
 BJ4166'
 BJ4166'THE STATION MARK IS A STANDARD DISK, STAMPED LORANGER 1970, SET IN
 BJ4166'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4166'THE GROUND SURFACE.  IT IS 91 FEET WEST-SOUTHWEST OF THE WEST GATE
 BJ4166'POST, 57 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 1062, 27
 BJ4166'FEET SOUTH OF A FENCE AND 4 FEET NORTHEAST OF A METAL WITNESS POST.
 BJ4166'
 BJ4166'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LORANGER NO 1 1970, SET
 BJ4166'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4166'3-INCHES ABOVE THE GROUND SURFACE.  IT IS 96 FEET SOUTH OF THE
 BJ4166'CENTERLINE OF STATE HIGHWAY 1062, 53 FEET SOUTH-SOUTHEAST OF THE
 BJ4166'EAST GATE POST AND 20 FEET EAST OF THE CENTER OF A TRACK ROAD.
 BJ4166'
 BJ4166'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LORANGER NO 2 1970, SET
 BJ4166'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4166'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 111 FEET SOUTH OF A
 BJ4166'FENCE, 27 FEET WEST OF A 18-INCH PINE TREE AND 25 FEET SOUTHEAST OF
 BJ4166'A 18-INCH PINE TREE.
 BJ4166'
 BJ4166'AZIMUTH MARK IS A STANDARD DISK, STAMPED LORANGER 1970, SET IN THE
 BJ4166'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4-INCHES
 BJ4166'ABOVE THE GROUND SURFACE.  IT IS 16 FEET NORTH OF THE CENTER OF
 BJ4166'A GRAVELED ROAD, 2 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 BJ4166'SOUTH OF A FENCE.
 BJ4166'
 BJ4166'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 BJ4166'1062 FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 BJ4166'GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY LEADING TO A HOUSE AND
 BJ4166'SEVERAL METAL BARNS.  TURN LEFT AND GO WESTERLY ON MAIN TRAVELED
 BJ4166'ROAD, PASSING THROUGH SEVERAL GATES, FOR 0.3 MILE TO A GATE, CONTINUE
 BJ4166'WESTERLY ON THE MAIN TRAVELED ROAD FOR 0.35 MILE TO THE
 BJ4166'AZIMUTH MARK ON THE RIGHT.
 BJ4166'
 BJ4166'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4169 ***********************************************************************
 BJ4169  DESIGNATION -  LORANGER LOT
 BJ4169  PID         -  BJ4169
 BJ4169  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4169  USGS QUAD   -  HUSSER (1974)
 BJ4169
 BJ4169                         *CURRENT SURVEY CONTROL
 BJ4169  ___________________________________________________________________
 BJ4169* NAD 83(1992)-  30 39 01.48770(N)    090 22 25.84604(W)     ADJUSTED  
 BJ4169* NAVD 88     -                                                        
 BJ4169  ___________________________________________________________________
 BJ4169  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4169  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4169
 BJ4169  HORZ ORDER  -  THIRD
 BJ4169
 BJ4169.The horizontal coordinates were established by classical geodetic methods
 BJ4169.and adjusted by the National Geodetic Survey in January 1993..
 BJ4169
 BJ4169
 BJ4169.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4169
 BJ4169.The geoid height was determined by GEOID03.
 BJ4169
 BJ4169;                    North         East     Units Scale Factor Converg.
 BJ4169;SPC LA S     -   238,751.105 1,091,965.690   MT  0.99998983   +0 28 47.1
 BJ4169;SPC LA S     -   783,302.58  3,582,557.43   sFT  0.99998983   +0 28 47.1
 BJ4169;UTM  15      - 3,393,801.516   751,661.116   MT  1.00038135   +1 20 22.3
 BJ4169
 BJ4169                          SUPERSEDED SURVEY CONTROL
 BJ4169
 BJ4169  NAD 83(1986)-  30 39 01.50224(N)    090 22 25.84316(W) AD(       ) 4
 BJ4169  NAD 27      -  30 39 00.82436(N)    090 22 25.52685(W) AD(       ) 3
 BJ4169
 BJ4169.Superseded values are not recommended for survey control.
 BJ4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4169.See file dsdata.txt to determine how the superseded data were derived.
 BJ4169
 BJ4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5166193802(NAD 83)
 BJ4169_MARKER: 57 = LOOKOUT TOWER
 BJ4169
 BJ4169  HISTORY     - Date     Condition        Report By
 BJ4169  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4169
 BJ4169                          STATION DESCRIPTION
 BJ4169
 BJ4169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4169'LORANGER LOOKOUT TOWER IS LOCATED ABOUT 1-3/4 MILES NORTHEAST OF
 BJ4169'LORANGER, 8 MILES EAST OF INDEPENDENCE AND ABOUT 0.1 MILE SOUTH OF
 BJ4169'STATE HIGHWAY 1062.
 BJ4169'
 BJ4169'A SQUARE METAL CAB, CONICAL SHAPED ROOF, WINDOWS ON ALL SIDES,
 BJ4169'SUPPORTED BY 4-STEEL CHANNEL LEGS.
 BJ4169'
 BJ4169'CAB IS GREY IN COLOR AND 100 FEET IN HEIGHT.
 BJ4169'
 BJ4169'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5129 ***********************************************************************
 BJ5129  DESIGNATION -  LOREAUVILLE MUN TANK
 BJ5129  PID         -  BJ5129
 BJ5129  STATE/COUNTY-  LA/IBERIA
 BJ5129  USGS QUAD   -  LOREAUVILLE (1973)
 BJ5129
 BJ5129                         *CURRENT SURVEY CONTROL
 BJ5129  ___________________________________________________________________
 BJ5129* NAD 83(1992)-  30 03 23.92485(N)    091 44 23.53090(W)     ADJUSTED  
 BJ5129* NAVD 88     -                                                        
 BJ5129  **This station is located in a subsidence area (see below).
 BJ5129  ___________________________________________________________________
 BJ5129  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ5129  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ5129
 BJ5129  HORZ ORDER  -  THIRD
 BJ5129
 BJ5129.The horizontal coordinates were established by classical geodetic methods
 BJ5129.and adjusted by the National Geodetic Survey in January 1993..
 BJ5129
 BJ5129 ** The orthometric height has not been validated since last determined
 BJ5129 ** by differential leveling and should not be used for control purposes.
 BJ5129 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5129 ** area with valid NAVD 88 orthometric heights.
 BJ5129 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5129 ** epoch indicated which incorporates improved geoid heights for the
 BJ5129 ** Southern Louisiana Subsidence area.
 BJ5129 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5129
 BJ5129.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5129
 BJ5129.The geoid height was determined by GEOID03.
 BJ5129
 BJ5129;                    North         East     Units Scale Factor Converg.
 BJ5129;SPC LA S     -   172,614.835   960,800.090   MT  0.99992622   -0 12 11.8
 BJ5129;SPC LA S     -   566,320.50  3,152,224.96   sFT  0.99992622   -0 12 11.8
 BJ5129;UTM  15      - 3,325,731.303   621,472.484   MT  0.99978205   +0 37 52.4
 BJ5129
 BJ5129                          SUPERSEDED SURVEY CONTROL
 BJ5129
 BJ5129  NAD 83(1986)-  30 03 23.94573(N)    091 44 23.52527(W) AD(       ) 4
 BJ5129  NAD 27      -  30 03 23.22403(N)    091 44 23.11486(W) AD(       ) 3
 BJ5129
 BJ5129.Superseded values are not recommended for survey control.
 BJ5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5129.See file dsdata.txt to determine how the superseded data were derived.
 BJ5129
 BJ5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2147225731(NAD 83)
 BJ5129_MARKER: 53 = ELEVATED TANK
 BJ5129
 BJ5129  HISTORY     - Date     Condition        Report By
 BJ5129  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5129  HISTORY     - 19910907 GOOD             USPSQD
 BJ5129  HISTORY     - 19950430 GOOD             USPSQD
 BJ5129
 BJ5129                          STATION DESCRIPTION
 BJ5129
 BJ5129'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5129'THE STATION IS THE BALL AT THE TOP CENTER OF THE LOREAUVILLE
 BJ5129'MUNICIPAL WATER TANK, LOCATED IN THE WEST EDGE OF LOREAUVILLE, 36
 BJ5129'FEET SOUTHEAST OF THE BRIDGE OVER BAYOU TECHE AND 45 FEET SOUTH OF
 BJ5129'STATE HIGHWAY 344.
 BJ5129'
 BJ5129'THE TANK IS PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED STEEL
 BJ5129'STRUCTURE AND IS 115 FEET TALL.
 BJ5129
 BJ5129                          STATION RECOVERY (1991)
 BJ5129
 BJ5129'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BJ5129'RECOVERED IN GOOD CONDITION.
 BJ5129
 BJ5129                          STATION RECOVERY (1995)
 BJ5129
 BJ5129'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2692 ***********************************************************************
 BX2692  DESIGNATION -  LORECO
 BX2692  PID         -  BX2692
 BX2692  STATE/COUNTY-  LA/RAPIDES
 BX2692  USGS QUAD   -  BALL (1993)
 BX2692
 BX2692                         *CURRENT SURVEY CONTROL
 BX2692  ___________________________________________________________________
 BX2692* NAD 83(1992)-  31 25 04.46023(N)    092 28 36.06708(W)     ADJUSTED  
 BX2692* NAVD 88     -        58.75   (+/-2cm)     192.7    (feet)  VERTCON   
 BX2692  ___________________________________________________________________
 BX2692  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BX2692  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX2692
 BX2692  HORZ ORDER  -  FIRST
 BX2692  VERT ORDER  -  THIRD ? (See Below)
 BX2692
 BX2692.The horizontal coordinates were established by classical geodetic methods
 BX2692.and adjusted by the National Geodetic Survey in January 1993..
 BX2692
 BX2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2692.The vertical order pertains to the NGVD 29 superseded value.
 BX2692
 BX2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2692
 BX2692.The geoid height was determined by GEOID03.
 BX2692
 BX2692;                    North         East     Units Scale Factor Converg.
 BX2692;SPC LA N     -   101,773.831 1,002,216.778   MT  0.99995253   +0 00 44.4
 BX2692;SPC LA N     -   333,902.98  3,288,106.21   sFT  0.99995253   +0 00 44.4
 BX2692;UTM  15      - 3,476,036.287   549,739.914   MT  0.99963051   +0 16 22.1
 BX2692
 BX2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2692!SPC LA N     -   0.99999490  x   0.99995253  =   0.99994743
 BX2692!UTM  15      -   0.99999490  x   0.99963051  =   0.99962541
 BX2692
 BX2692:                Primary Azimuth Mark                     Grid Az
 BX2692:SPC LA N     -  CATAHOULA FEDERAL FIRE TOWER             003 57 34.9
 BX2692:UTM  15      -  CATAHOULA FEDERAL FIRE TOWER             003 41 57.2
 BX2692
 BX2692|---------------------------------------------------------------------|
 BX2692| PID    Reference Object                     Distance      Geod. Az  |
 BX2692|                                                           dddmmss.s |
 BX2692| BX2560 CATAHOULA FEDERAL FIRE TOWER        APPROX.10.9 KM 0035819.3 |
 BX2692| CY4922 LORECO RM 1                          43.913 METERS 02354     |
 BX2692| BX2627 EAST FEDERAL FIRE TOWER             APPROX.12.1 KM 0664752.7 |
 BX2692| CY4923 LORECO RM 2                          51.161 METERS 08726     |
 BX2692| CY4921 LORECO AZ MK 2                                     1041832.2 |
 BX2692| CY4920 LORECO AZ MK                                       1071722.2 |
 BX2692| BX2648 PINEVILLE CAMP BEAUREGARD TK        APPROX. 9.0 KM 1234355.7 |
 BX2692| BX2643 PINEVILLE ST COLONY AND SCH TK      APPROX. 9.8 KM 1260456.4 |
 BX2692| BX2644 PINEVILLE BASE HOSP 27 STK          APPROX. 8.2 KM 1524304.2 |
 BX2692| BX2646 PINEVILLE BASE HOSP 27 TANK         APPROX. 7.7 KM 1532317.5 |
 BX2692| BX2656 GUARANTY                            APPROX.12.2 KM 1653726.6 |
 BX2692| BX2650 CROSS                               APPROX.12.0 KM 1664032.8 |
 BX2692|---------------------------------------------------------------------|
 BX2692
 BX2692                          SUPERSEDED SURVEY CONTROL
 BX2692
 BX2692  NAD 83(1986)-  31 25 04.47972(N)    092 28 36.06210(W) AD(       ) 1
 BX2692  NAD 27      -  31 25 03.83239(N)    092 28 35.56153(W) AD(       ) 1
 BX2692  NGVD 29 (07/19/86)   58.74   (m)          192.7    (f) LEVELING    3  
 BX2692
 BX2692.Superseded values are not recommended for survey control.
 BX2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2692.See file dsdata.txt to determine how the superseded data were derived.
 BX2692
 BX2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4974076036(NAD 83)
 BX2692_MARKER: DS = TRIANGULATION STATION DISK
 BX2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2692_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX2692
 BX2692  HISTORY     - Date     Condition        Report By
 BX2692  HISTORY     - 1934     MONUMENTED       CGS
 BX2692  HISTORY     - 1936     GOOD             LAGS
 BX2692  HISTORY     - 1959     GOOD             CGS
 BX2692  HISTORY     - 1961     GOOD             CGS
 BX2692  HISTORY     - 1961     GOOD             CGS
 BX2692  HISTORY     - 1970     GOOD             USGS
 BX2692  HISTORY     - 1978     GOOD             NGS
 BX2692  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2692
 BX2692                          STATION DESCRIPTION
 BX2692
 BX2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2692'STATION IS 7.5 MILES N OF ALEXANDRIA IN SW 1/4 SEC. 9, T 5 N,
 BX2692'R 1 W, ON LAND OWNED BY THE LOUISIANA OIL REFINING COMPANY.
 BX2692'STATION IS 50 FEET N OF CENTER LINE OF HIGHWAY 71 AND ABOUT
 BX2692'160 YARDS W OF A GASOLINE STATION LOCATED IN THE FORKS OF
 BX2692'THE HIGHWAY.
 BX2692'
 BX2692'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2692'BRONZE DISKS SET IN CONCRETE.
 BX2692'
 BX2692'REFERENCE MARK NO. 1 IS 144.07 FEET, 43.912 METERS N OF
 BX2692'THE STATION.
 BX2692'
 BX2692'REFERENCE MARK NO. 2 IS 167.85 FEET, 51.161 METERS E OF
 BX2692'STATION, 45 FEET W OF FENCE LINE AND 71 FEET N OF CENTER
 BX2692'LINE OF U.S. HIGHWAY 71.
 BX2692'
 BX2692'AZIMUTH MARK IS 0.3 MILE E OF STATION ON U.S. HIGHWAY 71,
 BX2692'40 FEET S OF CENTER LINE OF HIGHWAY.
 BX2692'
 BX2692'TO REACH THE STATION FROM ALEXANDRIA TAKE U.S. HIGHWAY 71,
 BX2692'N ABOUT 9.5 MILES TO ITS JUNCTION WITH U.S. HIGHWAY 167,
 BX2692'THENCE W ON HIGHWAY 71, 0.1 MILE TO STATION.
 BX2692'
 BX2692'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2692
 BX2692                          STATION RECOVERY (1936)
 BX2692
 BX2692'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2692'STATION WAS RECOVERED, ALL MARKS FOUND TO BE IN GOOD CONDITION,
 BX2692'AND IS IN THE SW 1/4 OF SEC. 9, T 5 N, R 1 W, ON LAND OWNED
 BX2692'BY THE LOUISIANA OIL REFINING COMPANY.  STATION IS 8.95
 BX2692'MILES N OF ALEXANDRIA.
 BX2692'
 BX2692'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 BX2692'IN CONCRETE.
 BX2692'
 BX2692'REFERENCE MARK NO. 1 IS 144.07 FEET (43.912 METERS) N OF
 BX2692'STATION AND PROJECTS 8 INCHES ABOVE SURFACE OF THE GROUND.
 BX2692'
 BX2692'REFERENCE MARK NO. 2 IS 167.85 FEET (51.161 METERS) E OF
 BX2692'STATION, 47 FEET W OF A N-S FENCE LINE, AND 70 FEET N OF
 BX2692'CENTER LINE OF HIGHWAY 71.  MARK PROJECTS 10 INCHES ABOVE
 BX2692'SURFACE OF THE GROUND.
 BX2692'
 BX2692'AZIMUTH MARK IS REACHED FROM STATION BY GOING E ON HIGHWAY
 BX2692'71 FOR 0.3 MILE TO MARK ON S SIDE OF ROAD.  MARK IS 40 FEET
 BX2692'S OF CENTER LINE OF HIGHWAY AND PROJECTS 8 INCHES ABOVE
 BX2692'SURFACE OF THE GROUND.
 BX2692'
 BX2692'STATION CAN BE REACHED FROM N END OF RED RIVER TRAFFIC BRIDGE
 BX2692'IN PINEVILLE BY GOING N ON U.S. HIGHWAYS 71 AND 165 FOR
 BX2692'1.95 MILES TO THEIR JUNCTION.  TURN LEFT ON HIGHWAY 71 AND
 BX2692'GO 7.0 MILES TO JUNCTION OF HIGHWAYS 71 AND 167, A LORECO
 BX2692'FILLING STATION IN THE CORNER OF HIGHWAYS.  STATION IS
 BX2692'APPROXIMATELY 500 FEET W OF FILLING STATION AND 50 FEET N OF CENTER
 BX2692'LINE OF HIGHWAY 71.
 BX2692
 BX2692                          STATION RECOVERY (1959)
 BX2692
 BX2692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2692'THE STATION WAS VISITED 9-23-59 AND THE STATION, REFERENCE
 BX2692'MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN
 BX2692'GOOD CONDITION.  THE SERVICE STATION IN THE FORKS OF THE
 BX2692'ROADS HAS BEEN TORN DOWN AND THE FENCE LINES IN THE AREA
 BX2692'HAVE BEEN CHANGED.  THE AZIMUTH MARK IS NOW FLUSH WITH THE
 BX2692'GROUND.  A NEW DESCRIPTION FOLLOWS--
 BX2692'
 BX2692'THE STATION IS LOCATED ABOUT 10.5 MILES EAST-NORTHEAST OF
 BX2692'BOYCE, AND 7.5 MILES NORTH-NORTHWEST OF ALEXANDRIA, IN THE
 BX2692'SOUTH CENTRAL SECTION OF SEC. 9, R 1 W, T 5 N, AND ABOUT
 BX2692'0.1 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 71 AND 167.
 BX2692'IT IS 50 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 71,
 BX2692'114 FEET WEST OF A FENCE CORNER, 37 FEET EAST OF A 10INCH
 BX2692'PINE TREE AND 1 FOOT NORTH OF A METAL WITNESS POST BEARING
 BX2692'A WHITE WITNESS POST.  IT IS A STANDARD DISK, STAMPED LORECO
 BX2692'1934, PROJECTING 8 INCHES.
 BX2692'
 BX2692'REFERENCE MARK NO. 1 IS 144.07 FEET NORTH-NORTHEAST OF THE
 BX2692'STATION, 43 FEET SOUTH OF A FENCE LINE, 56.5 FEET EAST OF
 BX2692'A FENCE LINE AND 68 FEET SOUTH OF THE CENTER OF A POWER
 BX2692'LINE.  IT IS A STANDARD DISK, STAMPED LORECO NO 1 1934,
 BX2692'PROJECTING 10 INCHES.
 BX2692'
 BX2692'REFERENCE MARK NO. 1 IS 167.85 FEET EAST OF THE STATION,
 BX2692'BETWEEN THE STATION AND U.S. HIGHWAY 167, 73 FEET NORTH OF
 BX2692'THE CENTERLINE OF U.S. HIGHWAY 71, 32 FEET NORTH OF A FENCE
 BX2692'LINE, 54 FEET EAST OF A FENCE LINE, AND 21 FEET NORTH OF A
 BX2692'LONE 6-INCH PINE TREE.  IT IS A STANDARD DISK, STAMPED LORECO
 BX2692'NO 2 1934, PROJECTING 10 INCHES.
 BX2692'
 BX2692'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, ACROSS
 BX2692'THE HIGHWAY FROM CORBETTS GENERAL STORE, A LARGE CONCRETE
 BX2692'BLOCK BUILDING, 40 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAYS
 BX2692'71 AND 167, IN A FENCE LINE, 40 FEET WEST OF A POWER POLE
 BX2692'WHERE THE POWER LINE CROSSES THE HIGHWAY TO THE STORE, 59
 BX2692'FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 BX2692'STORE, 1 FOOT EAST OF A FENCE POST, AND 1 FOOT SOUTH OF A
 BX2692'METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 BX2692'DISK, STAMPED LORECO AZI 1934, FLUSH WITH THE GROUND.
 BX2692'
 BX2692'TO REACH THE STATION FROM THE O K ALLEN BRIDGE OVER THE
 BX2692'RED RIVER AT THE NORTH SECTION OF ALEXANDRIA, GO NORTH ON
 BX2692'U.S. HIGHWAYS 71, 167 AND 165 FOR 1.7 MILES TO A FORK, TAKE
 BX2692'LEFT FORK AND GO NORTHWEST ON U.S. HIGHWAYS 71 AND 167 FOR
 BX2692'6.3 MILES TO A FORK, TAKE LEFT FORK AND GO NORTHWEST FOR
 BX2692'0.1 MILE ON U.S. HIGHWAY 71 TO THE TOP OF THE HILL AND THE
 BX2692'STATION ON THE RIGHT.
 BX2692'
 BX2692'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 BX2692'HIGHWAY 71 FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 BX2692'167, THEN CONTINUE EAST ON U.S. HIGHWAYS 71 AND 167 FOR
 BX2692'0.2 MILE TO THE MARK ON THE RIGHT.
 BX2692
 BX2692                          STATION RECOVERY (1961)
 BX2692
 BX2692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (TCD)
 BX2692'STATION, R.M. 1 AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.
 BX2692'MARKS HAVE NEW ENAMEL FLAGS ON GALVANIZED POSTS.
 BX2692
 BX2692                          STATION RECOVERY (1961)
 BX2692
 BX2692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 BX2692'THE STATION WAS VISITED 4-19-61 AND ALL MARKS WERE FOUND
 BX2692'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RESET AT THIS DATE
 BX2692'DUE TO A NEW HOUSEING DEVELOPMENT IN THE AREA IN WHICH IT
 BX2692'WAS SET.  THE NEW AZIMUTH MARK LORECO 1934 RESET 1961 WAS
 BX2692'ESTABLISHED IN THE WEST END OF THE CONCRETE ISLAND OF THE
 BX2692'GAS PUMPS OF THE CORBITT GROCERY STORE AND SERVICE STATION,
 BX2692'ACROSS THE HIGHWAY FROM THE OLD MARK.  A NEW DESCRIPTION
 BX2692'FOLLOWS--
 BX2692'
 BX2692'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH-NORTHWEST OF
 BX2692'ALEXANDRIA, AND 10.5 MILES EAST-NORTHEAST OF BOYCE, IN THE
 BX2692'SOUTH CENTRAL PORTION OF SECTION 9, R 1 W, T 5 N. AND 0.1
 BX2692'MILE WEST OF THE JUNCTION OF U.S. HIGHWAYS 71 AND 167.  IT
 BX2692'IS 50 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 71, 4
 BX2692'FEET WEST OF A POWER POLE WHERE THE POWER LINE CROSSES THE
 BX2692'HIGHWAY, 114 FEET WEST OF A FENCE CORNER, 37 FEET EAST OF
 BX2692'A 10-INCH PINE TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BX2692'IT IS A STANDARD DISK STAMPED LORECO 1934, PROJECTING 8
 BX2692'INCHES.
 BX2692'
 BX2692'REFERENCE MARK NO. 1 IS 144.07 FEET NORTH-NORTHEAST OF THE
 BX2692'STATION, 43 FEET SOUTH OF A FENCE LINE, 56.5 FEET EAST OF A
 BX2692'FENCE LINE AND 68 FEET SOUTH OF THE CENTER OF A POWER LINE.
 BX2692'IT IS A STANDARD DISK, STAMPED LORECO NO 1 1934, PROJECTING
 BX2692'10 INCHES
 BX2692'
 BX2692'REFERENCE MARK NO. 2 IS 167.85 FEET EAST OF THE STATION,
 BX2692'54 FEET EAST OF A FENCE LINE, 73 FEET NORTH OF THE CENTERLINE
 BX2692'OF U.S. HIGHWAY 71, AND 21 FEET NORTH OF A 6-INCH PINE TREE.
 BX2692'IT IS A STANDARD DISK, STAMPED LORECO NO 2 1934, PROJECTING
 BX2692'10 INCHES.
 BX2692'
 BX2692'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION AT CORBETTS
 BX2692'GROCERY STORE AND SERVICE STATION, SET A DRILL HOLE AT THE
 BX2692'EAST END OF THE CONCRETE ISLAND FOR THE GAS PUMPS, 41.5
 BX2692'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 71, AND 167,
 BX2692'25.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE MAIN STORE
 BX2692'BUILDING, AND 1-1/2 FEET SOUTHWEST OF AN IRON POST SUPPORTING
 BX2692'THE ROOF OF THE SERVICE STATION.  IT IS A STANDARD DISK,
 BX2692'STAMPED LORECO 1934 RESET 1961.
 BX2692'
 BX2692'TO REACH THE STATION FROM THE O.K. ALLEN BRIDGE OVER THE
 BX2692'RED RIVER ON U.S. HIGHWAY 165 AND 167, GO NORTH FOR 1.7
 BX2692'MILES TO A FORK, TAKE LEFT FORK AND GO NORTH AND NORTHWEST
 BX2692'FOR 6.1 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BX2692'WEST FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 71 AND
 BX2692'167, TAKE LEFT FORK AND GO WEST FOR 0.1 MILE TO THE STATION
 BX2692'ON THE RIGHT.
 BX2692
 BX2692                          STATION RECOVERY (1970)
 BX2692
 BX2692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WGJ)
 BX2692'STATION - O.K.
 BX2692'
 BX2692'R.M. 1 - DISTURBED
 BX2692'
 BX2692'R.M. 2 - NOT FOUND
 BX2692
 BX2692                          STATION RECOVERY (1978)
 BX2692
 BX2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BX2692'THE STATION MARK AND THE AZIMUTH MARK RESET 1961 WERE RECOVERED AND
 BX2692'FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND
 BX2692'DESTROYED.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES.  DUE TO ROAD
 BX2692'CONSTRUCTION THE STATION MARK WILL BE DESTROYED.  THIS DATE STATION
 BX2692'LORECO 2, REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE
 BX2692'ESTABLISHED.  SEE DESRIPTION FOR LORECO 2.
 BX2692
 BX2692                          STATION RECOVERY (1999)
 BX2692
 BX2692'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2693 ***********************************************************************
 BX2693  DESIGNATION -  LORECO 2
 BX2693  PID         -  BX2693
 BX2693  STATE/COUNTY-  LA/RAPIDES
 BX2693  USGS QUAD   -  BALL (1993)
 BX2693
 BX2693                         *CURRENT SURVEY CONTROL
 BX2693  ___________________________________________________________________
 BX2693* NAD 83(1992)-  31 25 03.11334(N)    092 28 40.46448(W)     ADJUSTED  
 BX2693* NAVD 88     -        56.0    (meters)     184.     (feet)  VERTCON   
 BX2693  ___________________________________________________________________
 BX2693  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BX2693  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX2693
 BX2693  HORZ ORDER  -  THIRD
 BX2693
 BX2693.The horizontal coordinates were established by classical geodetic methods
 BX2693.and adjusted by the National Geodetic Survey in January 1993..
 BX2693.No horizontal observational check was made to the station.
 BX2693
 BX2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2693
 BX2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2693
 BX2693.The geoid height was determined by GEOID03.
 BX2693
 BX2693;                    North         East     Units Scale Factor Converg.
 BX2693;SPC LA N     -   101,732.326 1,002,100.646   MT  0.99995259   +0 00 42.1
 BX2693;SPC LA N     -   333,766.81  3,287,725.20   sFT  0.99995259   +0 00 42.1
 BX2693;UTM  15      - 3,475,994.268   549,624.009   MT  0.99963037   +0 16 19.8
 BX2693
 BX2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2693!SPC LA N     -   0.99999533  x   0.99995259  =   0.99994792
 BX2693!UTM  15      -   0.99999533  x   0.99963037  =   0.99962570
 BX2693
 BX2693|---------------------------------------------------------------------|
 BX2693| PID    Reference Object                     Distance      Geod. Az  |
 BX2693|                                                           dddmmss.s |
 BX2693| BX2692 LORECO                              123.333 METERS 07021     |
 BX2693| CY4924 LORECO 2 RM 3                        51.624 METERS 11128     |
 BX2693| CY4925 LORECO 2 RM 4                        31.385 METERS 19315     |
 BX2693| BX2694 LORECO 2 AZ MK                      297.017 METERS 24015     |
 BX2693|---------------------------------------------------------------------|
 BX2693
 BX2693                          SUPERSEDED SURVEY CONTROL
 BX2693
 BX2693  NAD 83(1986)-  31 25 03.13284(N)    092 28 40.45950(W) AD(       ) 3
 BX2693  NAD 27      -  31 25 02.48546(N)    092 28 39.95857(W) AD(       ) 3
 BX2693  NGVD 29 (07/19/86)   56.0    (m)          184.     (f) VERT ANG       
 BX2693
 BX2693.Superseded values are not recommended for survey control.
 BX2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2693.See file dsdata.txt to determine how the superseded data were derived.
 BX2693
 BX2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4962475994(NAD 83)
 BX2693_MARKER: DS = TRIANGULATION STATION DISK
 BX2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX2693
 BX2693  HISTORY     - Date     Condition        Report By
 BX2693  HISTORY     - 1978     MONUMENTED       NGS
 BX2693
 BX2693                          STATION DESCRIPTION
 BX2693
 BX2693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BX2693'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF ALEXANDRIA AND ABOUT
 BX2693'4.0 MILES NORTH-NORTHWEST OF TIOGA, ON THE SOUTH RIGHT OF WAY OF U.S.
 BX2693'HIGHWAY 71 AND ALONG THE NORTH SIDE OF THE INDUSTRIAL VALVE AND
 BX2693'INSTRUMENT DIVISION PLANT.
 BX2693'
 BX2693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 167
 BX2693'ABOUT 4.0 MILES NORTH OF TIOGA, GO WEST ON HIGHWAY 71 FOR 0.15 MILES
 BX2693'TO THE INDUSTRIAL VALVE AND INSTRUMENT DIVISION AND THE STATION MARK
 BX2693'ON THE LEFT.
 BX2693'
 BX2693'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BX2693'---LORECO 2 1978---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX2693'FLUSH WITH THE GROUND LOCATED 26.2 METERS (86 FEET) W FROM AN 18-PINE
 BX2693'TREE, 23.8 METERS (78 FEET) N FROM AN 18 PINE TREE, 22.9 METERS (75
 BX2693'FEET) ENE FROM THE CENTER OF A DRIVEWAY TO PLANT, AND 10.4 METERS (34
 BX2693'FEET) SSE FROM THE CENTER OF HIGHWAY 71.
 BX2693'
 BX2693'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2693'STAMPED---LORECO 2 1978---SET INTO AN IRREGULAR MASS OF CONCRETE
 BX2693'1.07 METERS (3.5 FEET) BELOW THE SURFACE.
 BX2693'
 BX2693'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2693'STAMPED---LORECO 2 NO 3 1978---SET INTO CONCRETE CURB AT NORTH EDGE
 BX2693'OF PARKING AREA AT THE NORTH SIDE OF THE INDUSTRIAL VALVE AND
 BX2693'INSTRUMENT DIVISION.  IT IS LOCATED 32.16 METERS (105.5 FEET) W FROM
 BX2693'THE CENTER OF CENTER DRIVE INTO VALVE FACTORY AND 40.08 METERS (131.5
 BX2693'FEET) SSE FROM THE CENTER OF U.S. HIGHWAY 71.
 BX2693'
 BX2693'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2693'STAMPED---LORECO 2 NO 4 1978---SET INTO CONCRETE CURB AT NORTH EDGE
 BX2693'OF PARKING AREA AT THE NORTH SIDE OF THE INDUSTRIAL VALVE AND
 BX2693'INSTRUMENT DIVISION.  IT IS LOCATED 21.79 METERS (71.5 FEET) NE FROM
 BX2693'A CHAIN LINK FENCE CORNER POST, 8.53 METERS (28.0 FEET) SW FROM AN
 BX2693'18-INCH DIAMETER PINE TREE, AND 7.92 METERS (26.0 FEET) E FROM THE
 BX2693'CENTER OF THE WEST DRIVEWAY INTO THE FACTORY.
 BX2693'
 BX2693'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2693'STAMPED---LORECO 2 1978---SET INTO THE TOP OF A ROUND CONCRETE
 BX2693'MONUMENT FLUSH WITH THE GROUND LOCATED 33.8 METERS (111 FEET) SW FROM
 BX2693'THE CENTER OF A DRIVEWAY, 25.3 METERS (83 FEET) SW FROM A POWER POLE,
 BX2693'21.9 METERS (72 FEET) NW FROM THE CENTER OF U.S. HIGHWAY 71, AND 0.46
 BX2693'METER (1.5 FEET) NE FROM A METAL WITNESS POST.
 BX2693'
 BX2693'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 BX2693'FOR 0.18 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3025 ***********************************************************************
 BX3025  DESIGNATION -  LORING
 BX3025  PID         -  BX3025
 BX3025  STATE/COUNTY-  LA/SABINE
 BX3025  USGS QUAD   -  LORING (1994)
 BX3025
 BX3025                         *CURRENT SURVEY CONTROL
 BX3025  ___________________________________________________________________
 BX3025* NAD 83(1992)-  31 36 11.25339(N)    093 33 31.15245(W)     ADJUSTED  
 BX3025* NAVD 88     -       104.262  (meters)     342.07   (feet)  ADJUSTED  
 BX3025  ___________________________________________________________________
 BX3025  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 BX3025  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX3025  DYNAMIC HT  -         104.135 (meters)     341.65  (feet)  COMP
 BX3025  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 BX3025
 BX3025  HORZ ORDER  -  FIRST
 BX3025  VERT ORDER  -  SECOND    CLASS I
 BX3025
 BX3025.The horizontal coordinates were established by classical geodetic methods
 BX3025.and adjusted by the National Geodetic Survey in January 1993..
 BX3025
 BX3025.The orthometric height was determined by differential leveling
 BX3025.and adjusted by the National Geodetic Survey in February 1994..
 BX3025
 BX3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3025
 BX3025.The geoid height was determined by GEOID03.
 BX3025
 BX3025.The dynamic height is computed by dividing the NAVD 88
 BX3025.geopotential number by the normal gravity value computed on the
 BX3025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3025.degrees latitude (g = 980.6199 gals.).
 BX3025
 BX3025.The modeled gravity was interpolated from observed gravity values.
 BX3025
 BX3025;                    North         East     Units Scale Factor Converg.
 BX3025;SPC LA N     -   122,799.944   899,544.675   MT  0.99992972   -0 33 35.0
 BX3025;SPC LA N     -   402,886.15  2,951,256.15   sFT  0.99992972   -0 33 35.0
 BX3025;UTM  15      - 3,496,581.962   447,005.788   MT  0.99963464   -0 17 33.9
 BX3025
 BX3025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3025!SPC LA N     -   0.99998778  x   0.99992972  =   0.99991751
 BX3025!UTM  15      -   0.99998778  x   0.99963464  =   0.99962243
 BX3025
 BX3025:                Primary Azimuth Mark                     Grid Az
 BX3025:SPC LA N     -  MANY NE MUN TANK                         112 37 39.9
 BX3025:UTM  15      -  MANY NE MUN TANK                         112 21 38.8
 BX3025
 BX3025|---------------------------------------------------------------------|
 BX3025| PID    Reference Object                     Distance      Geod. Az  |
 BX3025|                                                           dddmmss.s |
 BX3025| BX2851 MANY NE MUN TANK                    APPROX. 8.7 KM 1120404.9 |
 BX3025| BX2852 MANY MUN TANK                       APPROX. 8.4 KM 1173200.2 |
 BX3025| BX2847 FISHER BOISE SO MICROWAVE           APPROX.14.9 KM 1195009.4 |
 BX3025| BX3139 LORING AZ MK                                       1234407.4 |
 BX3025| CV7895 LORING RM 1                          22.260 METERS 15127     |
 BX3025| CV7896 LORING RM 2                          16.337 METERS 24959     |
 BX3025|---------------------------------------------------------------------|
 BX3025
 BX3025                          SUPERSEDED SURVEY CONTROL
 BX3025
 BX3025  NAD 83(1986)-  31 36 11.26355(N)    093 33 31.14690(W) AD(       ) 1
 BX3025  NAD 27      -  31 36 10.63768(N)    093 33 30.50569(W) AD(       ) 1
 BX3025  NGVD 29 (07/19/86)  104.3    (m)          342.     (f) VERT ANG       
 BX3025
 BX3025.Superseded values are not recommended for survey control.
 BX3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3025.See file dsdata.txt to determine how the superseded data were derived.
 BX3025
 BX3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4700696582(NAD 83)
 BX3025_MARKER: DS = TRIANGULATION STATION DISK
 BX3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3025_SP_SET: CONCRETE POST
 BX3025_STAMPING: LORING 1971
 BX3025_MARK LOGO: NGS   
 BX3025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3025+STABILITY: SURFACE MOTION
 BX3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3025+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1989
 BX3025
 BX3025  HISTORY     - Date     Condition        Report By
 BX3025  HISTORY     - 1971     MONUMENTED       NGS
 BX3025  HISTORY     - 1971     GOOD             NGS
 BX3025  HISTORY     - 19890615 GOOD             LADTD
 BX3025  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3025
 BX3025                          STATION DESCRIPTION
 BX3025
 BX3025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3025'ROUGH MEASUREMENT BETWEEN RM 1-RM 2 DUE TO GROWTH IN FENCELINE
 BX3025'96.75 FEET OR 29.491 METERS.
 BX3025'
 BX3025'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF MANY, 5 MILES
 BX3025'EAST-SOUTHEAST OF ZWOLLE, 2 MILES EAST OF THE EAST BANK OF LORING
 BX3025'LAKE.  IT IS ON A LOW EAST-WEST RIDGE.  THE MARK IS NORTH-NORTHEAST
 BX3025'OF THE RIGHT-OF-WAY OF U. S. HIGHWAY 171 AND NEAR THE SECTION LINE
 BX3025'BETWEEN SECTION 11 AND 12, T. 7 N, R. 12 W.  THE LAND IS OWNED BY
 BX3025'BOISE SOUTHERN, POST OFFICE 1000, DERIDDER, LOUISIANA.
 BX3025'PERMISSION MAY BE RECEIVED BY TELEPHONE (318) 463-4461.
 BX3025'
 BX3025'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE HIGHWAY 6
 BX3025'IN MANY, GO NORTHWEST ON U. S. HIGHWAY 171 FOR 1.0 MILE TO THE
 BX3025'JUNCTION OF STATE HIGHWAY 175, CONTINUE NORTHWEST ON U. S. HIGHWAY
 BX3025'171 FOR 3.75 MILES TO A METAL GATE ON THE LEFT, SOUTH-SOUTHWEST SIDE
 BX3025'OF HIGHWAY AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 BX3025'NORTHWESTERLY ON U. S. HIGHWAY 171 FOR 0.35 MILE TO A METAL GATE ON
 BX3025'THE RIGHT, JUST AFTER PASSING OVER CREST OF HILL.  TURN RIGHT
 BX3025'PASSING THROUGH GATE THEN TURN RIGHT AND GO SOUTH-EASTERLY ALONG
 BX3025'FENCELINE FOR 0.05 MILE TO THE TOP OF RIDGE AND STATION AS
 BX3025'DESCRIBED.
 BX3025'
 BX3025'STATION MARKS ARE STANDARD DISKS STAMPED LORING 1971.  THE SURFACE
 BX3025'DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BX3025'THAT PROJECTS 1 INCH ABOVE GROUND SURFACE.  IT IS 57 FEET NORTHEAST
 BX3025'OF POWERLINE POLE NUMBER U 8-71, 45 FEET EAST-SOUTHEAST OF TWIN
 BX3025'TRUNK PINE TREE, 43.5 FEET NORTH-NORTHEAST OF FENCELINE AND 5.6
 BX3025'FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 BX3025'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3025'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX3025'
 BX3025'REFERENCE MARK 1, A STANDARD DISK STAMPED LORING NO 1 1971, IS SET
 BX3025'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3025'6 INCHES ABOVE GROUND SURFACE.  IT IS 33 FEET SOUTHWEST OF THE TWIN
 BX3025'TRUNK PINE TREE, 2 FEET WEST OF METAL WITNESS POST WITH SIGN
 BX3025'ATTACHED AND 1.4 FEET NORTH OF FENCELINE.  THIS MARK IS
 BX3025'APPROXIMATELY 3 FEET LOWER THAN THE STATION MARK.
 BX3025'
 BX3025'REFERENCE MARK 2, IS A STANDARD LOUISIANA GEODETIC SURVEY DISK SET
 BX3025'IN THE TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS 1 INCH ABOVE
 BX3025'GROUND SURFACE.  IT IS 54 FEET SOUTHWEST OF AN 8 INCH PINE TREE,
 BX3025'4.5 FEET NORTH-NORTHEAST OF FENCELINE AND 3 FEET NORTHEAST OF POWER
 BX3025'POLE NUMBER U 8-71.
 BX3025'
 BX3025'AZIMUTH MARK, A STANDARD DISK STAMPED LORING 1971, IS SET IN THE TOP
 BX3025'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 BX3025'ABOVE GROUND SURFACE.  IT IS 47 FEET SOUTH-SOUTHWEST OF THE CENTER
 BX3025'OF HIGHWAY, 11 FEET EAST-NORTHEAST OF THE CENTER OF GATE, 2.1 FEET
 BX3025'WEST-NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 BX3025'
 BX3025'NEAREST TOWN--5 MILES NW OF MANY.
 BX3025'
 BX3025'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 BX3025
 BX3025                          STATION RECOVERY (1971)
 BX3025
 BX3025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BX3025'RECOVERED IN GOOD CONDITION.
 BX3025
 BX3025                          STATION RECOVERY (1989)
 BX3025
 BX3025'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX3025'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHEAST OF ZWOLLE AND
 BX3025'ABOUT 7.9 KM (4.9 MI) NORTHWEST OF MANY.  OWNERSHIP--LOUISIANA
 BX3025'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3025'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3025'HIGHWAY 475 IN ZWOLLE, GO SOUTHEAST FOR 8.0 KM (5.0 MI) ON HIGHWAY
 BX3025'171 TO THE STATION ON THE LEFT OR TO REACH THE STATION FROM THE
 BX3025'JUNCTI U.S. HIGHWAY 171 AND STATE HIGHWAY 6 IN MANY, GO NORTHEAST FOR
 BX3025'7.9 KM (4.9 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT.
 BX3025'THE STATION IS 27.9 M (91.5 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 BX3025'HIGHWAY, 17.1 M (56.1 FT) NORTHEAST FROM POWER POLE NUMBER 68 AND
 BX3025'15.0 M (49.2 FT) NORTHEAST FROM A TELEPHONE JUNCTION BOX.  THE
 BX3025'STATION IS PROJECTING 7.6 CM (3 INCHES) ABOVE THE GROUND AND ABOUT
 BX3025'3.6 M (11.8 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3025
 BX3025                          STATION RECOVERY (2001)
 BX3025
 BX3025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3025'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3139 ***********************************************************************
 BX3139  DESIGNATION -  LORING AZ MK
 BX3139  PID         -  BX3139
 BX3139  STATE/COUNTY-  LA/SABINE
 BX3139  USGS QUAD   -  LORING (1994)
 BX3139
 BX3139                         *CURRENT SURVEY CONTROL
 BX3139  ___________________________________________________________________
 BX3139* NAD 83(1986)-  31 36 01.     (N)    093 33 16.     (W)     SCALED    
 BX3139* NAVD 88     -        91.190  (meters)     299.18   (feet)  ADJUSTED  
 BX3139  ___________________________________________________________________
 BX3139  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX3139  DYNAMIC HT  -          91.079 (meters)     298.81  (feet)  COMP
 BX3139  MODELED GRAV-     979,426.1   (mgal)                       NAVD 88
 BX3139
 BX3139  VERT ORDER  -  SECOND    CLASS I
 BX3139
 BX3139.The horizontal coordinates were scaled from a topographic map and have
 BX3139.an estimated accuracy of +/- 6 seconds.
 BX3139
 BX3139.The orthometric height was determined by differential leveling
 BX3139.and adjusted by the National Geodetic Survey in February 1994..
 BX3139
 BX3139.The geoid height was determined by GEOID03.
 BX3139
 BX3139.The dynamic height is computed by dividing the NAVD 88
 BX3139.geopotential number by the normal gravity value computed on the
 BX3139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3139.degrees latitude (g = 980.6199 gals.).
 BX3139
 BX3139.The modeled gravity was interpolated from observed gravity values.
 BX3139
 BX3139;                    North         East    Units  Estimated Accuracy
 BX3139;SPC LA N     -   122,480.      899,940.      MT  (+/- 180 meters Scaled)
 BX3139
 BX3139                          SUPERSEDED SURVEY CONTROL
 BX3139
 BX3139.No superseded survey control is available for this station.
 BX3139
 BX3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ474962(NAD 83)
 BX3139_MARKER: DZ = AZIMUTH MARK DISK
 BX3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3139_SP_SET: CONCRETE POST
 BX3139_STAMPING: LORING AZ MK 1971
 BX3139_MARK LOGO: NGS   
 BX3139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3139+STABILITY: SURFACE MOTION
 BX3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3139+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BX3139
 BX3139  HISTORY     - Date     Condition        Report By
 BX3139  HISTORY     - 1971     MONUMENTED       NGS
 BX3139  HISTORY     - 19890524 GOOD             LADTD
 BX3139  HISTORY     - 20010331 GOOD             NGS
 BX3139
 BX3139                          STATION DESCRIPTION
 BX3139
 BX3139'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3139'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) SOUTHEAST OF ZWOLLE AND
 BX3139'ABOUT 7.6 KM (4.7 MI) NORTHWEST OF MANY.  OWNERSHIP--LOUISIANA
 BX3139'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3139'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3139'HIGHWAY 6 IN MANY, GO NORTH FOR 7.6 KM (4.7 MI) ON HIGHWAY 171 TO THE
 BX3139'STATION ON LEFT,  30.0 M (98.4 FT) SOUTH OF POWERPOLE NUMBER 65, 14.6
 BX3139'SOUTH FROM THE CENTER OF THE HIGHWAY, 11.5 M (37.7 FT) EAST-SOUTHEAST
 BX3139'FROM THE NORTHEAST END OF A CULVERT UNDER THE HIGHWAY AND 0.7 M
 BX3139'(2.3 FT) NORHTWEST FROM A WITNESS POST.  THE STATION IS PROJECTING 5
 BX3139'CM (2 INCHES) AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BX3139'HIGHWAY.
 BX3139
 BX3139                          STATION RECOVERY (2001)
 BX3139
 BX3139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4173 ***********************************************************************
 BJ4173  DESIGNATION -  LORRAINE LOT
 BJ4173  PID         -  BJ4173
 BJ4173  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4173  USGS QUAD   -  ROBERT (1974)
 BJ4173
 BJ4173                         *CURRENT SURVEY CONTROL
 BJ4173  ___________________________________________________________________
 BJ4173* NAD 83(1992)-  30 30 21.72216(N)    090 16 38.54782(W)     ADJUSTED  
 BJ4173* NAVD 88     -                                                        
 BJ4173  ___________________________________________________________________
 BJ4173  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BJ4173  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ4173
 BJ4173  HORZ ORDER  -  THIRD
 BJ4173
 BJ4173.The horizontal coordinates were established by classical geodetic methods
 BJ4173.and adjusted by the National Geodetic Survey in January 1993..
 BJ4173
 BJ4173
 BJ4173.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4173
 BJ4173.The geoid height was determined by GEOID03.
 BJ4173
 BJ4173;                    North         East     Units Scale Factor Converg.
 BJ4173;SPC LA S     -   222,827.261 1,101,359.633   MT  0.99996449   +0 31 40.8
 BJ4173;SPC LA S     -   731,059.11  3,613,377.40   sFT  0.99996449   +0 31 40.8
 BJ4173;UTM  15      - 3,378,013.152   761,296.467   MT  1.00044236   +1 22 58.3
 BJ4173
 BJ4173                          SUPERSEDED SURVEY CONTROL
 BJ4173
 BJ4173  NAD 83(1986)-  30 30 21.73639(N)    090 16 38.54639(W) AD(       ) 4
 BJ4173  NAD 27      -  30 30 21.04619(N)    090 16 38.24572(W) AD(       ) 3
 BJ4173
 BJ4173.Superseded values are not recommended for survey control.
 BJ4173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4173.See file dsdata.txt to determine how the superseded data were derived.
 BJ4173
 BJ4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6129678013(NAD 83)
 BJ4173_MARKER: 57 = LOOKOUT TOWER
 BJ4173
 BJ4173  HISTORY     - Date     Condition        Report By
 BJ4173  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4173
 BJ4173                          STATION DESCRIPTION
 BJ4173
 BJ4173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4173'LORRAINE LOOKOUT TOWER IS LOCATED ABOUT 8 MILES WEST OF COVINGTON
 BJ4173'AND ABOUT 0.05 MILE NORTH OF U.S. HIGHWAY 190.
 BJ4173'
 BJ4173'A SQUARE METAL CAB, CONICAL SHAPED ROOF, WINDOWS ON ALL SIDES,
 BJ4173'SUPPORTED BY 4-STEEL CHANNEL LEGS.
 BJ4173'
 BJ4173'CAB IS GREY IN COLOR AND 100 FEET IN HEIGHT.
 BJ4173'
 BJ4173'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3441 ***********************************************************************
 AU3441  DESIGNATION -  LOST
 AU3441  PID         -  AU3441
 AU3441  STATE/COUNTY-  LA/IBERIA
 AU3441  USGS QUAD   -  WEEKS (1994)
 AU3441
 AU3441                         *CURRENT SURVEY CONTROL
 AU3441  ___________________________________________________________________
 AU3441* NAD 83(1992)-  29 48 01.08491(N)    091 47 27.58882(W)     ADJUSTED  
 AU3441* NAVD 88     -         1.2  **(meters)       4.   **(feet)  VERTCON   
 AU3441  **This station is located in a subsidence area (see below).
 AU3441  ___________________________________________________________________
 AU3441  X           -    -173,122.697 (meters)                     COMP
 AU3441  Y           -  -5,536,564.019 (meters)                     COMP
 AU3441  Z           -   3,151,171.166 (meters)                     COMP
 AU3441  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AU3441  ELLIP HEIGHT-         -24.82  (meters)          (01/21/93) GPS OBS
 AU3441  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU3441
 AU3441  HORZ ORDER  -  SECOND
 AU3441  ELLP ORDER  -  FOURTH    CLASS II
 AU3441
 AU3441.The horizontal coordinates were established by GPS observations
 AU3441.and adjusted by the National Geodetic Survey in January 1993..
 AU3441
 AU3441 ** The orthometric height has not been validated since last determined
 AU3441 ** by differential leveling and should not be used for control purposes.
 AU3441 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3441 ** area with valid NAVD 88 orthometric heights.
 AU3441 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3441 ** epoch indicated which incorporates improved geoid heights for the
 AU3441 ** Southern Louisiana Subsidence area.
 AU3441 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3441
 AU3441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3441
 AU3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3441
 AU3441.The ellipsoidal height was determined by GPS observations
 AU3441.and is referenced to NAD 83.
 AU3441
 AU3441.The geoid height was determined by GEOID03.
 AU3441
 AU3441;                    North         East     Units Scale Factor Converg.
 AU3441;SPC LA S     -   144,219.619   955,756.735   MT  0.99993183   -0 13 43.8
 AU3441;SPC LA S     -   473,160.53  3,135,678.55   sFT  0.99993183   -0 13 43.8
 AU3441;UTM  15      - 3,297,270.171   616,842.728   MT  0.99976844   +0 36 03.3
 AU3441
 AU3441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3441!SPC LA S     -   1.00000390  x   0.99993183  =   0.99993573
 AU3441!UTM  15      -   1.00000390  x   0.99976844  =   0.99977234
 AU3441
 AU3441                          SUPERSEDED SURVEY CONTROL
 AU3441
 AU3441  NAD 83(1986)-  29 48 01.10492(N)    091 47 27.58238(W) AD(       ) 2
 AU3441  NGVD 29 (03/26/92)    1.2    (m)            4.     (f) GPS OBS        
 AU3441
 AU3441.Superseded values are not recommended for survey control.
 AU3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3441.See file dsdata.txt to determine how the superseded data were derived.
 AU3441
 AU3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1684397270(NAD 83)
 AU3441_MARKER: A = ALUMINUM MARKER
 AU3441_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3441_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AU3441_STAMPING: LOST 1991
 AU3441_MARK LOGO: NOS   
 AU3441_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AU3441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3441+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AU3441
 AU3441  HISTORY     - Date     Condition        Report By
 AU3441  HISTORY     - 1991     MONUMENTED       NOS
 AU3441
 AU3441                          STATION DESCRIPTION
 AU3441
 AU3441'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AU3441'THE STATION IS LOCATED 1.61 KM (1.00 MI) SOUTHEAST OF WEEKS ISLAND
 AU3441'IN THE RIGHT OF WAY ON THE EAST SIDE OF HIGHWAY 83.
 AU3441'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 83 AND 85 IN
 AU3441'LYDIA HEAD SOUTH ON HWY 83 FOR 12.63 KM (7.85 MI) TO THE LIFT BRIDGE
 AU3441'OVER BAYOU PATOUT, CONTINUE ON HWY 83 FOR 3.54 KM (2.20 MI) TO THE
 AU3441'JUNCTION OF HWY 83 AND WEEKS ISLAND ROAD. BEAR LEFT AND CONTINUE ON
 AU3441'HWY 83 IN AN EASTERLY DIRECTION FOR 0.40 KM (0.25 MI) TO THE STATION
 AU3441'ON THE LEFT.
 AU3441'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---LOST 1991---
 AU3441'ATTACHED TO A 42 INCH ALUMINUM ROD DRIVEN IN THE GROUND AND
 AU3441'SURROUNDED BY A MASS OF CONCRETE. IT IS 27.74 M (91.01 FT) NORTHEAST
 AU3441'OF A POWER POLE AND WITNESS POST, WHICH IS ON THE WEST SIDE OF HWY
 AU3441'83, 13.56 M (44.49 FT) NORTH OF THE CENTERLINE OF A SHELL ROAD AND
 AU3441'10.16 M (33.33 FT) EAST OF THE CENTERLINE OF HWY 83.
 AU3441'DESCRIBED BY RJH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3159 ***********************************************************************
 CQ3159  DESIGNATION -  LOTT
 CQ3159  PID         -  CQ3159
 CQ3159  STATE/COUNTY-  LA/DE SOTO
 CQ3159  USGS QUAD   -  MANSFIELD (1994)
 CQ3159
 CQ3159                         *CURRENT SURVEY CONTROL
 CQ3159  ___________________________________________________________________
 CQ3159* NAD 83(1992)-  32 02 57.09900(N)    093 38 24.53560(W)     ADJUSTED  
 CQ3159* NAVD 88     -        91.5    (meters)     300.     (feet)  VERTCON   
 CQ3159  ___________________________________________________________________
 CQ3159  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 CQ3159  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ3159
 CQ3159  HORZ ORDER  -  SECOND
 CQ3159
 CQ3159.The horizontal coordinates were established by classical geodetic methods
 CQ3159.and adjusted by the National Geodetic Survey in January 1993..
 CQ3159
 CQ3159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3159
 CQ3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3159
 CQ3159.The geoid height was determined by GEOID03.
 CQ3159
 CQ3159;                    North         East     Units Scale Factor Converg.
 CQ3159;SPC LA N     -   172,333.356   892,332.207   MT  0.99991736   -0 36 10.1
 CQ3159;SPC LA N     -   565,397.02  2,927,593.25   sFT  0.99991736   -0 36 10.1
 CQ3159;UTM  15      - 3,546,067.670   439,566.279   MT  0.99964504   -0 20 22.9
 CQ3159
 CQ3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3159!SPC LA N     -   0.99998968  x   0.99991736  =   0.99990704
 CQ3159!UTM  15      -   0.99998968  x   0.99964504  =   0.99963472
 CQ3159
 CQ3159|---------------------------------------------------------------------|
 CQ3159| PID    Reference Object                     Distance      Geod. Az  |
 CQ3159|                                                           dddmmss.s |
 CQ3159| CX6687 LOTT RM 1                            22.066 METERS 02725     |
 CQ3159| CX6686 LOTT AZ MK                                         0703656.9 |
 CQ3159| CQ2640 MAN RM 3                            APPROX. 7.9 KM 2474247.3 |
 CQ3159| CQ3164 MANSFIELD RAD STA KDXI MAST         APPROX. 9.8 KM 2515443.7 |
 CQ3159| CQ3160 MANSFIELD MUN NE TANK               APPROX. 4.7 KM 2572002.3 |
 CQ3159| CX6688 LOTT RM 2                            30.581 METERS 29650     |
 CQ3159|---------------------------------------------------------------------|
 CQ3159
 CQ3159                          SUPERSEDED SURVEY CONTROL
 CQ3159
 CQ3159  NAD 83(1986)-  32 02 57.10879(N)    093 38 24.53071(W) AD(       ) 2
 CQ3159  NAD 27      -  32 02 56.52503(N)    093 38 23.88410(W) AD(       ) 2
 CQ3159  NGVD 29 (07/19/86)   91.6    (m)          301.     (f) VERT ANG       
 CQ3159
 CQ3159.Superseded values are not recommended for survey control.
 CQ3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3159.See file dsdata.txt to determine how the superseded data were derived.
 CQ3159
 CQ3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3956646068(NAD 83)
 CQ3159_MARKER: DS = TRIANGULATION STATION DISK
 CQ3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3159
 CQ3159  HISTORY     - Date     Condition        Report By
 CQ3159  HISTORY     - 1969     MONUMENTED       CGS
 CQ3159  HISTORY     - 1978     GOOD             NGS
 CQ3159  HISTORY     - 19961116 GOOD             USPSQD
 CQ3159
 CQ3159                          STATION DESCRIPTION
 CQ3159
 CQ3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3159'THE STATION IS ABOUT 9-3/4 MILES EAST AND 2-1/2 MILES SOUTH OF
 CQ3159'GRAND CANE AND 4-1/2 MILES EAST AND 1 MILE NORTH OF MANSFIELD,
 CQ3159'ON A HIGH HILL IN PASTURE LAND OWNED BY MR. HENRY LOTT.
 CQ3159'
 CQ3159'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 CQ3159'AND STATE HIGHWAY 175 AT THE EAST EDGE OF MANSFIELD, GO
 CQ3159'EAST ON HIGHWAY 84 FOR 2.8 MILES TO A STATE HIGHWAY GARAGE
 CQ3159'ON THE LEFT.  CONTINUE EAST ON HIGHWAY 84 FOR 0.8 MILES TO
 CQ3159'A DRIVEWAY ON THE RIGHT.  TURN RIGHT, FOLLOW DRIVEWAY, PASS
 CQ3159'TO THE WEST OF A BRICK HOUSE FOR 0.1 MILE TO A BOARD GATE
 CQ3159'AT THE SOUTHWEST CORNER OF A YARD.  PASS THROUGH THE GATE,
 CQ3159'THENCE GO NORTHEAST ACROSS PASTURE AND UPHILL FOR 0.1 MILE
 CQ3159'TO THE STATION ON THE HIGHEST POINT ON THE HILL.
 CQ3159'
 CQ3159'THE STATION MARK IS A STANDARD DISK STAMPED LOTT 1969, SET
 CQ3159'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3159'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET SOUTHEAST
 CQ3159'OF A POWER POLE, 55.5 FEET SOUTH OF A FENCE, 31 FEET NORTH
 CQ3159'OF A TELEPHONE POLE, 26.5 FEET EAST-SOUTHEAST OF AN 18-INCH
 CQ3159'PINE TREE AND 2 FEET WEST OF A METAL WITNESS POST.  THE
 CQ3159'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CQ3159'40-INCHES BELOW THE SURFACE OF THE GROUND.
 CQ3159'
 CQ3159'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOTT NO 1 1969,
 CQ3159'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3159'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 78.5
 CQ3159'FEET EAST-NORTHEAST OF THE POWER POLE, 13 FEET WEST OF A
 CQ3159'20-INCH PINE TREE AND 1 FOOT SOUTH-SOUTHEAST OF THE FENCE.
 CQ3159'
 CQ3159'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOTT NO 2 1969,
 CQ3159'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3159'THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CQ3159'47.5 FEET WEST OF THE POWER POLE, 39 FEET NORTHEAST OF A
 CQ3159'16-INCH PINE TREE AND 6 INCHES SOUTH-SOUTHEAST OF THE FENCE.
 CQ3159'
 CQ3159'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOTT 1969, SET
 CQ3159'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3159'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CQ3159'51 FEET NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 84, 33.5
 CQ3159'FEET SOUTH-SOUTHEAST OF A FENCE, 6 FEET NORTH OF A 20-INCH
 CQ3159'PINE TREE AND 2.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 CQ3159'
 CQ3159'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF
 CQ3159'HIGHWAY 84 AND THE DRIVEWAY MENTIONED ABOVE, GO EAST ON
 CQ3159'HIGHWAY 84 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT
 CQ3159'AND STATE HIGHWAY 522 ON THE RIGHT.
 CQ3159'
 CQ3159'NOTE--UNABLE TO MEASURE BETWEEN REFERENCE MARKS DUE TO
 CQ3159'BRUSH, TREES AND FENCE LINE.
 CQ3159'
 CQ3159'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 CQ3159
 CQ3159                          STATION RECOVERY (1978)
 CQ3159
 CQ3159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CQ3159'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 CQ3159'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 CQ3159'CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY
 CQ3159'OF THE MARKS.
 CQ3159'
 CQ3159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3159'2-1/2 MILES SOUTH OF GRAND CANE.
 CQ3159
 CQ3159                          STATION RECOVERY (1996)
 CQ3159
 CQ3159'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5258 ***********************************************************************
 BJ5258  DESIGNATION -  LOTTIE
 BJ5258  PID         -  BJ5258
 BJ5258  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5258  USGS QUAD   -  LOTTIE (1994)
 BJ5258
 BJ5258                         *CURRENT SURVEY CONTROL
 BJ5258  ___________________________________________________________________
 BJ5258* NAD 83(1992)-  30 34 15.66384(N)    091 39 24.38013(W)     ADJUSTED  
 BJ5258* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 BJ5258  ___________________________________________________________________
 BJ5258  X           -    -158,910.044 (meters)                     COMP
 BJ5258  Y           -  -5,494,018.245 (meters)                     COMP
 BJ5258  Z           -   3,225,025.561 (meters)                     COMP
 BJ5258  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5258  ELLIP HEIGHT-         -20.11  (meters)          (06/26/02) GPS OBS
 BJ5258  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5258
 BJ5258  HORZ ORDER  -  FIRST
 BJ5258  ELLP ORDER  -  FOURTH    CLASS II
 BJ5258
 BJ5258.The horizontal coordinates were established by classical geodetic methods
 BJ5258.and adjusted by the National Geodetic Survey in January 1993..
 BJ5258
 BJ5258.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5258
 BJ5258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5258
 BJ5258.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5258
 BJ5258.The ellipsoidal height was determined by GPS observations
 BJ5258.and is referenced to NAD 83.
 BJ5258
 BJ5258.The geoid height was determined by GEOID03.
 BJ5258
 BJ5258;                    North         East     Units Scale Factor Converg.
 BJ5258;SPC LA S     -   229,608.008   968,973.605   MT  0.99997511   -0 09 42.2
 BJ5258;SPC LA S     -   753,305.61  3,179,040.90   sFT  0.99997511   -0 09 42.2
 BJ5258;UTM  15      - 3,382,829.523   628,808.841   MT  0.99980468   +0 40 59.8
 BJ5258
 BJ5258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5258!SPC LA S     -   1.00000316  x   0.99997511  =   0.99997827
 BJ5258!UTM  15      -   1.00000316  x   0.99980468  =   0.99980784
 BJ5258
 BJ5258|---------------------------------------------------------------------|
 BJ5258| PID    Reference Object                     Distance      Geod. Az  |
 BJ5258|                                                           dddmmss.s |
 BJ5258| BJ5257 LOTTIE RM A                          29.786 METERS 00929     |
 BJ5258| CW2050 LOTTIE RM 1                          41.983 METERS 02848     |
 BJ5258| CW2051 LOTTIE RM 2                          38.944 METERS 15956     |
 BJ5258| CS7304 LOTTIE RM 3                          66.148 METERS 15958     |
 BJ5258| BJ5330 LOTTIE AZ MK 2                      APPROX. 1.5 KM 1825455.9 |
 BJ5258| CW2049 LOTTIE AZ MK                                       1860710.1 |
 BJ5258|---------------------------------------------------------------------|
 BJ5258
 BJ5258                          SUPERSEDED SURVEY CONTROL
 BJ5258
 BJ5258  ELLIP H (01/21/93)  -19.94   (m)                       GP(       ) 4 2
 BJ5258  NAD 83(1986)-  30 34 15.68308(N)    091 39 24.37584(W) AD(       ) 1
 BJ5258  NAD 27      -  30 34 14.99182(N)    091 39 23.96180(W) AD(       ) 3
 BJ5258  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 BJ5258
 BJ5258.Superseded values are not recommended for survey control.
 BJ5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5258.See file dsdata.txt to determine how the superseded data were derived.
 BJ5258
 BJ5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2880982830(NAD 83)
 BJ5258_MARKER: DS = TRIANGULATION STATION DISK
 BJ5258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5258_SP_SET: CONCRETE POST
 BJ5258_STAMPING: LOTTIE 1966
 BJ5258_MARK LOGO: CGS   
 BJ5258_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5258+STABILITY: SURFACE MOTION
 BJ5258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5258+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1989
 BJ5258
 BJ5258  HISTORY     - Date     Condition        Report By
 BJ5258  HISTORY     - 1966     MONUMENTED       CGS
 BJ5258  HISTORY     - 1966     GOOD             CGS
 BJ5258  HISTORY     - 1975     MARK NOT FOUND   NGS
 BJ5258  HISTORY     - 19831221 GOOD             NGS
 BJ5258  HISTORY     - 1987     GOOD             NGS
 BJ5258  HISTORY     - 19881116 GOOD             LADTD
 BJ5258  HISTORY     - 19890307 GOOD
 BJ5258
 BJ5258                          STATION DESCRIPTION
 BJ5258
 BJ5258'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ5258'STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF THE CENTER
 BJ5258'OF THE BRIDGE OVER THE ATCHAFALAYA RIVER, WHICH IS AT THE EAST
 BJ5258'EDGE OF KROTZ SPRINGS, ABOUT 1-1/4 MILE NORTHWEST OF THE
 BJ5258'SETTLEMENT OF LOTTIE AND ON THE EAST SIDE AT THE BASE OF
 BJ5258'LEVEE.  THE STATION IS IN ABOUT THE CENTER OF SEC. 27, T. 6 S.,
 BJ5258'R. 7 E. AND ON GOVERNMENT OWNED PROPERTY.  STATION IS MARKED BY
 BJ5258'A STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP OF 10
 BJ5258'INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 1 INCH ABOVE THE
 BJ5258'SURFACE OF THE GROUND.  THE DISK IS STAMPED LOTTIE 1966.  THE
 BJ5258'STATION MARK IS 135 FEET EAST OF THE CENTER OF THE LEVEE
 BJ5258'ROAD, 61 FEET WEST OF RIVER BANK AND 44 FEET EAST OF THE
 BJ5258'APPROXIMATE CENTER OF FIELD ROAD.
 BJ5258'
 BJ5258'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 190 AND STATE
 BJ5258'HIGHWAY 105 AT THE TRAFFIC LIGHT IN KROTZ SPRINGS, GO EAST ON
 BJ5258'U.S. HIGHWAY 190 FOR 6.0 MILES TO CROSS ROAD AT THE TOP OF
 BJ5258'LEVEE.  TURN LEFT AND GO NORTH ON THE LEVEE ROAD FOR 0.45 MILE
 BJ5258'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON LEVEE ROAD
 BJ5258'FOR 0.5 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 BJ5258'
 BJ5258'AZIMUTH MARK IS 15 FEET EAST OF THE APPROXIMATE CENTER OF LEVEE
 BJ5258'ROAD AND 3 FEET NORTHEAST OF METAL WITNESS POST WITH SIGN
 BJ5258'ATTACHED.  IT IS MARKED BY A STANDARD AZIMUTH MARK DISK SET IN THE
 BJ5258'TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 1 INCH
 BJ5258'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED LOTTIE
 BJ5258'1966.
 BJ5258'
 BJ5258'REFERENCE MARK NO. 1 IS 195 FEET EAST OF THE APPROXIMATE CENTER
 BJ5258'OF LEVEE ROAD AND 3 FEET WEST OF THE EDGE OF RIVER BANK.  IT IS
 BJ5258'MARKED BY A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10
 BJ5258'INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 1 INCH ABOVE THE
 BJ5258'SURFACE OF THE GROUND.  THE DISK IS STAMPED LOTTIE NO 1 1966.
 BJ5258'
 BJ5258'REFERENCE MARK NO. 2 IS 180 FEET EAST OF WHERE ROADS FORK AT THE
 BJ5258'TOP OF LEVEE AND 6 FEET WEST OF THE EDGE OF RIVER BANK.  IT IS
 BJ5258'MARKED BY A STANDARD REFERENCE MARK DISK THAT IS CEMENTED IN THE
 BJ5258'TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 1 INCH
 BJ5258'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED LOTTIE NO
 BJ5258'2 1966.
 BJ5258
 BJ5258                          STATION RECOVERY (1966)
 BJ5258
 BJ5258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ5258'RECOVERED IN GOOD CONDITION.
 BJ5258
 BJ5258                          STATION RECOVERY (1975)
 BJ5258
 BJ5258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 BJ5258'ALL THE MARKS WERE SEARCHED FOR BUT NO VISIBLE EVIDENCE OF THE
 BJ5258'MARKS WERE FOUND.
 BJ5258'
 BJ5258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ5258'1-1/4 MILE NORTHWEST OF LOTTIE.
 BJ5258
 BJ5258                          STATION RECOVERY (1983)
 BJ5258
 BJ5258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (FLM)
 BJ5258'THE STATION MARK AND THE RM A MARK WERE RECOVERED AND FOUND IN GOOD
 BJ5258'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  A THOROUGH
 BJ5258'SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT FOUND.  IT IS
 BJ5258'BELIEVED THAT LEVEE CONSTRUCTION HAS DESTROYED THE AZIMUTH MARK.  A
 BJ5258'COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ5258' 
 BJ5258'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) EAST NORTHEAST OF THE
 BJ5258'CENTER OF THE BRIDGE OVER THE ATCHAFALAYA RIVER, WHICH IS AT THE EAST
 BJ5258'EDGE OF KROTZ SPRINGS, ABOUT 2.0 KM (1.2 MI) NORTHWEST OF THE
 BJ5258'SETTLEMENT OF LOTTIE AND ON THE EAST SIDE AT THE BASE OF THE LEVEE.
 BJ5258'THE STATION IS IN ABOUT THE CENTER OF SEC 27, T 6 S, R 7 E. OWNERSHIP-
 BJ5258'US GOVERNMENT.
 BJ5258' 
 BJ5258'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 190 AND STATE
 BJ5258'HIGHWAY 105 AT THE TRAFFIC LIGHT IN KROTZ SPRINGS, GO EAST ON US
 BJ5258'HIGHWAY 190 FOR 9.7 KM (6.0 MI) TO A CROSS ROAD AT THE TOP OF A LEVEE,
 BJ5258'TURN LEFT AND GO NORTH ON THE LEVEE ROAD FOR 1.53 KM (0.95 MI) TO THE
 BJ5258'STATION ON THE RIGHT AS DESCRIBED.
 BJ5258' 
 BJ5258'THE STATION IS A STANDARD NGS DISK STAMPED--LOTTIE 1966--, SET INTO
 BJ5258'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES OR 25.4 CM IN DIAMETER
 BJ5258'FLUSH WITH GROUND LOCATED 135 FT (41.1 M) E FROM THE CENTER OF THE
 BJ5258'LEVEE ROAD, 61 FT (18.6 M) W FROM THE RIVER BANK, AND 44 FT (13.4 M) E
 BJ5258'FROM THE CENTER OF A FIELD ROAD.
 BJ5258' 
 BJ5258'REFERENCE MARK NO A IS A STANDARD NGS DISK STAMPED--LOTTIE RM A
 BJ5258'1966--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES OR
 BJ5258'25.4 CM IN DIAMETER FLUSH WITH GROUND LOCATED 135 FT (41.1 M) E FROM
 BJ5258'THE CENTER OF THE LEVEE ROAD, 52 FT (15.8 M) W FROM THE WEST BANK OF A
 BJ5258'SMALL CANAL, AND 97.72 FT (29.786 M) N FROM THE TRIANGULATION STATION
 BJ5258'LOTTIE 1966.
 BJ5258' 
 BJ5258'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--LOTTIE 1966 NO 3
 BJ5258'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES OR
 BJ5258'25.4 CM IN DIAMETER FLUSH WITH GROUND LOCATED 180 FT (54.9 M) E FROM
 BJ5258'WHERE ROADS FORK AT THE TOP OF THE LEVEE, AND 6 FT (1.8 M) W FROM THE
 BJ5258'EDGE OF THE RIVER BANK.
 BJ5258' 
 BJ5258'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--LOTTIE 1966 NO 2
 BJ5258'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BJ5258'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 87.2 FT (26.6 M) E FROM
 BJ5258'A FENCE LINE, 73.5 FT (22.4 M) NE FROM A POWER POLE, 87.4 FT (26.6 M)
 BJ5258'N FROM A FENCE LINE, AND 2 FT (0.6 M) E FROM A METAL WITNESS POST AND
 BJ5258'SIGN.
 BJ5258' 
 BJ5258'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ON LEVEE ROAD
 BJ5258'FOR 1.52 KM (0.94 MI) TO A FENCE LINE AND THE AZIMUTH MARK TO THE LEFT
 BJ5258'NEAR A POWER POLE.
 BJ5258
 BJ5258                          STATION RECOVERY (1987)
 BJ5258
 BJ5258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BJ5258'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ5258'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BJ5258'OBSERVATIONS.
 BJ5258'
 BJ5258'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST-NORTHEAST OF THE
 BJ5258'CENTER OF THE BRIDGE OVER THE ATCHAFALAYA RIVER WHICH IS AT THE
 BJ5258'EAST EDGE OF KROTZ SPRINGS, 1.9 KM (1.2 MI) NORTHWEST OF LOTTIE AND
 BJ5258'ON THE EAST SIDE AT THE BASE OF THE LEVEE.
 BJ5258'OWNERSHIP--U.S. GOVERNMENT.
 BJ5258'
 BJ5258'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 190 AT
 BJ5258'BRIDGE OVER ATCHAFALAYA RIVER AT KROTZ SPRINGS, GO EAST ON HIGHWAY
 BJ5258'190 FOR 9.3 KM (5.8 MI) TO A CROSSROAD AT THE TOP OF A LEVEE.  TURN
 BJ5258'LEFT AND GO NORTH ON THE LEVEE ROAD FOR 1.5 KM (0.95 MI) TO THE
 BJ5258'STATION ON THE RIGHT.
 BJ5258'
 BJ5258'THE STATION IS A STANDARD NGS DISK
 BJ5258'STAMPED---LOTTIE 1966---,
 BJ5258'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5258'25 CM IN DIAMETER RECESSED 6 CM BELOW GROUND.  LOCATED
 BJ5258'38.1 METERS (125 FT) EAST FROM THE CENTER OF THE LEVEE ROAD,
 BJ5258'15.5 METERS (51.0 FT) WEST FROM THE RIVER BANK AND
 BJ5258'10.7 METERS (35 FT) EAST FROM THE CENTER OF A FIELD ROAD.
 BJ5258'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ5258'STAMPED---LOTTIE 1966---,
 BJ5258'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BJ5258'
 BJ5258'DESCRIBED BY K.R. WALLACE, TYPED BY DEW.
 BJ5258
 BJ5258                          STATION RECOVERY (1988)
 BJ5258
 BJ5258'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ5258'THE STATION IS LOCATED 9.7 KM (6.05 MI) EAST-NORTHEAST OF KROTZ
 BJ5258'SPRINGS AND 2 KM (1.25 MI) NORTHWEST OF LOTTIE ON THE EAST SIDE OF THE
 BJ5258'EAST LEVEE FOR THE ATCHAFALAYA BASIN.  OWNERSHIP--STATE OF LOUISIANA.
 BJ5258'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 190 AND
 BJ5258'STATE HIGHWAY 105 AT THE TRAFFIC LIGHT IN KROTZ SPRINGS, GO EAST FOR
 BJ5258'9.7 KM (6.05 MI) ON HIGHWAY 190 TO THE LEVEE ON THE EAST SIDE OF THE
 BJ5258'ATCHAFALAYA BASIN.  TURN LEFT AND GO NORTH FOR 1.53 KM (0.95 MI) ON
 BJ5258'THE TOP OF THE LEVEE TO THE STATION ON THE RIGHT AT THE BASE OF THE
 BJ5258'LEVEE.
 BJ5258'THE STATION IS RECESSED THREE INCHES BELOW THE GROUND, 41.1 M
 BJ5258'(134.8 FT) EAST FROM THE CENTER OF THE LEVEE ROAD, 18.6 M (61.0 FT)
 BJ5258'WEST FROM THE WEST BANK OF A SMALL CANAL, 13.4 M (44.0 FT) NORTH FROM
 BJ5258'THE CENTER OF A RAMP LEADING ONTO THE LEVEE.
 BJ5258
 BJ5258                          STATION RECOVERY (1989)
 BJ5258
 BJ5258'RECOVERED 1989
 BJ5258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5330 ***********************************************************************
 BJ5330  DESIGNATION -  LOTTIE AZ MK 2
 BJ5330  PID         -  BJ5330
 BJ5330  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5330  USGS QUAD   -  LOTTIE (1994)
 BJ5330
 BJ5330                         *CURRENT SURVEY CONTROL
 BJ5330  ___________________________________________________________________
 BJ5330* NAD 83(1992)-  30 33 26.35611(N)    091 39 27.28184(W)     ADJUSTED  
 BJ5330* NAVD 88     -         7.     (meters)      23.     (feet)  VERTCON   
 BJ5330  ___________________________________________________________________
 BJ5330  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ5330  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ5330
 BJ5330  HORZ ORDER  -  THIRD
 BJ5330
 BJ5330.The horizontal coordinates were established by classical geodetic methods
 BJ5330.and adjusted by the National Geodetic Survey in January 1993..
 BJ5330
 BJ5330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5330
 BJ5330.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5330
 BJ5330.The geoid height was determined by GEOID03.
 BJ5330
 BJ5330;                    North         East     Units Scale Factor Converg.
 BJ5330;SPC LA S     -   228,089.841   968,891.989   MT  0.99997276   -0 09 43.7
 BJ5330;SPC LA S     -   748,324.75  3,178,773.13   sFT  0.99997276   -0 09 43.7
 BJ5330;UTM  15      - 3,381,310.575   628,749.629   MT  0.99980449   +0 40 57.3
 BJ5330
 BJ5330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5330!SPC LA S     -   1.00000322  x   0.99997276  =   0.99997598
 BJ5330!UTM  15      -   1.00000322  x   0.99980449  =   0.99980771
 BJ5330
 BJ5330:                Primary Azimuth Mark                     Grid Az
 BJ5330:SPC LA S     -  LOTTIE                                   003 04 38.1
 BJ5330:UTM  15      -  LOTTIE                                   002 13 57.1
 BJ5330
 BJ5330|---------------------------------------------------------------------|
 BJ5330| PID    Reference Object                     Distance      Geod. Az  |
 BJ5330|                                                           dddmmss.s |
 BJ5330| BJ5258 LOTTIE                              APPROX. 1.5 KM 0025454.4 |
 BJ5330| BJ5257 LOTTIE RM A                         APPROX. 1.5 KM 0030228.3 |
 BJ5330|---------------------------------------------------------------------|
 BJ5330
 BJ5330                          SUPERSEDED SURVEY CONTROL
 BJ5330
 BJ5330  NAD 83(1986)-  30 33 26.37530(N)    091 39 27.27633(W) AD(       ) 3
 BJ5330  NGVD 29 (11/02/92)    7.     (m)           23.     (f) VERT ANG       
 BJ5330
 BJ5330.Superseded values are not recommended for survey control.
 BJ5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5330.See file dsdata.txt to determine how the superseded data were derived.
 BJ5330
 BJ5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2875081311(NAD 83)
 BJ5330_MARKER: DZ = AZIMUTH MARK DISK
 BJ5330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5330_STAMPING: LOTTIE 1966 NO 2 1983
 BJ5330_MARK LOGO: NGS   
 BJ5330_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5330+STABILITY: SURFACE MOTION
 BJ5330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5330+SATELLITE: SATELLITE OBSERVATIONS - 1983
 BJ5330
 BJ5330  HISTORY     - Date     Condition        Report By
 BJ5330  HISTORY     - 1983     MONUMENTED       NGS
 BJ5330  HISTORY     - UNK      SEE DESCRIPTION
 BJ5330
 BJ5330                          STATION DESCRIPTION
 BJ5330
 BJ5330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (FLM)
 BJ5330'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) EAST NORTHEAST OF THE
 BJ5330'CENTER OF THE BRIDGE OVER THE ATCHAFALAYA RIVER, WHICH IS AT THE EAST
 BJ5330'EDGE OF KROTZ SPRINGS, ABOUT 3.2 KM (2.1 MI) NORTHWEST OF THE
 BJ5330'SETTLEMENT OF LOTTIE.
 BJ5330' 
 BJ5330'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 190 AND STATE
 BJ5330'HIGHWAY 105 AT THE TRAFFIC LIGHT IN KROTZ SPRINGS, GO EAST ON US
 BJ5330'HIGHWAY 190 FOR 9.7 KM (6.1 MI) TO A LEVEE WITH THE MARK EAST OF THE
 BJ5330'LEVEE.
 BJ5330' 
 BJ5330'THE STATION IS A STANDARD NGS DISK STAMPED--LOTTIE 1966 NO 2 1983--,
 BJ5330'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BJ5330'DIAMETER FLUSH WITH GROUND LOCATED 87 FT (26.5 M) E FROM A FENCE LINE,
 BJ5330'87 FT (26.5 M) N FROM A FENCE LINE, 73.5 FT (22.4 M) NE FROM A POWER
 BJ5330'POLE, AND 2 FT (0.6 M) E FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ5330
 BJ5330                          STATION RECOVERY (UNK )
 BJ5330
 BJ5330'RECOVERED UNK
 BJ5330'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5257 ***********************************************************************
 BJ5257  DESIGNATION -  LOTTIE RM A
 BJ5257  PID         -  BJ5257
 BJ5257  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5257  USGS QUAD   -  LOTTIE (1994)
 BJ5257
 BJ5257                         *CURRENT SURVEY CONTROL
 BJ5257  ___________________________________________________________________
 BJ5257* NAD 83(1992)-  30 34 16.61784(N)    091 39 24.19580(W)     ADJUSTED  
 BJ5257* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 BJ5257  ___________________________________________________________________
 BJ5257  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5257  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5257
 BJ5257  HORZ ORDER  -  FIRST
 BJ5257
 BJ5257.The horizontal coordinates were established by classical geodetic methods
 BJ5257.and adjusted by the National Geodetic Survey in January 1993..
 BJ5257
 BJ5257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5257
 BJ5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5257
 BJ5257.The geoid height was determined by GEOID03.
 BJ5257
 BJ5257;                    North         East     Units Scale Factor Converg.
 BJ5257;SPC LA S     -   229,637.372   968,978.599   MT  0.99997515   -0 09 42.1
 BJ5257;SPC LA S     -   753,401.94  3,179,057.29   sFT  0.99997515   -0 09 42.1
 BJ5257;UTM  15      - 3,382,858.952   628,813.401   MT  0.99980469   +0 40 59.9
 BJ5257
 BJ5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5257!SPC LA S     -   1.00000308  x   0.99997515  =   0.99997823
 BJ5257!UTM  15      -   1.00000308  x   0.99980469  =   0.99980777
 BJ5257
 BJ5257:                Primary Azimuth Mark                     Grid Az
 BJ5257:SPC LA S     -  LIVONIA                                  087 52 25.2
 BJ5257:UTM  15      -  LIVONIA                                  087 01 43.2
 BJ5257
 BJ5257|---------------------------------------------------------------------|
 BJ5257| PID    Reference Object                     Distance      Geod. Az  |
 BJ5257|                                                           dddmmss.s |
 BJ5257| BJ5256 LIVONIA                             APPROX. 8.0 KM 0874243.1 |
 BJ5257| BJ5330 LOTTIE AZ MK 2                      APPROX. 1.5 KM 1830229.9 |
 BJ5257| BJ5258 LOTTIE                               29.786 METERS 18929     |
 BJ5257|---------------------------------------------------------------------|
 BJ5257
 BJ5257                          SUPERSEDED SURVEY CONTROL
 BJ5257
 BJ5257  NAD 83(1986)-  30 34 16.63710(N)    091 39 24.19157(W) AD(       ) 1
 BJ5257  NAD 27      -  30 34 15.94585(N)    091 39 23.77754(W) AD(       ) 1
 BJ5257  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 BJ5257
 BJ5257.Superseded values are not recommended for survey control.
 BJ5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5257.See file dsdata.txt to determine how the superseded data were derived.
 BJ5257
 BJ5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2881382859(NAD 83)
 BJ5257_MARKER: DS = TRIANGULATION STATION DISK
 BJ5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5257+STABILITY: SURFACE MOTION
 BJ5257
 BJ5257  HISTORY     - Date     Condition        Report By
 BJ5257  HISTORY     - 1966     MONUMENTED       CGS
 BJ5257
 BJ5257                          STATION DESCRIPTION
 BJ5257
 BJ5257'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ5257'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME
 BJ5257'PROPERTY AS TRIANGULATION STATION LOTTIE.
 BJ5257'
 BJ5257'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED
 BJ5257'LOTTIE RM A 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5257'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS ABOUT
 BJ5257'135 FEET EAST OF THE CENTER OF A LEVEE ROAD AND ABOUT 12 FEET
 BJ5257'LOWER ELEVATION THAN THE LEVEE ROAD, 52 FEET WEST OF THE WEST
 BJ5257'BANK OF A SMALL CANAL AND 55.8 FEET SOUTHWEST OF STATION LOTTIE
 BJ5257'REFERENCE MARK NUMBER 1.
 BJ5257'
 BJ5257'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BJ5257'LOTTIE, DISTANCE BEING 29.786 METERS OR 97.72 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2882 ***********************************************************************
 BX2882  DESIGNATION -  LOTUS
 BX2882  PID         -  BX2882
 BX2882  STATE/COUNTY-  LA/NATCHITOCHES
 BX2882  USGS QUAD   -  BAYOU L'IVROGNE (1972)
 BX2882
 BX2882                         *CURRENT SURVEY CONTROL
 BX2882  ___________________________________________________________________
 BX2882* NAD 83(1992)-  31 29 57.03125(N)    093 06 58.38790(W)     ADJUSTED  
 BX2882* NAVD 88     -       109.98   (+/-2cm)     360.8    (feet)  VERTCON   
 BX2882  ___________________________________________________________________
 BX2882  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 BX2882  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX2882
 BX2882  HORZ ORDER  -  FIRST
 BX2882  VERT ORDER  -  THIRD ? (See Below)
 BX2882
 BX2882.The horizontal coordinates were established by classical geodetic methods
 BX2882.and adjusted by the National Geodetic Survey in January 1993..
 BX2882
 BX2882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2882.The vertical order pertains to the NGVD 29 superseded value.
 BX2882
 BX2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2882
 BX2882.The geoid height was determined by GEOID03.
 BX2882
 BX2882;                    North         East     Units Scale Factor Converg.
 BX2882;SPC LA N     -   110,950.519   941,461.019   MT  0.99994125   -0 19 32.9
 BX2882;SPC LA N     -   364,010.16  3,088,776.69   sFT  0.99994125   -0 19 32.9
 BX2882;UTM  15      - 3,484,931.095   488,963.254   MT  0.99960150   -0 03 38.6
 BX2882
 BX2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2882!SPC LA N     -   0.99998685  x   0.99994125  =   0.99992810
 BX2882!UTM  15      -   0.99998685  x   0.99960150  =   0.99958835
 BX2882
 BX2882|---------------------------------------------------------------------|
 BX2882| PID    Reference Object                     Distance      Geod. Az  |
 BX2882|                                                           dddmmss.s |
 BX2882| CV7898 LOTUS RM 1                           30.205 METERS 07951     |
 BX2882| BX2883 RED DIRT LOOKOUT TOWER USFS         APPROX. 8.1 KM 0902347.1 |
 BX2882| CV7897 LOTUS AZ MK                                        3082406.4 |
 BX2882| CV7899 LOTUS RM 2                           37.871 METERS 33418     |
 BX2882|---------------------------------------------------------------------|
 BX2882
 BX2882                          SUPERSEDED SURVEY CONTROL
 BX2882
 BX2882  NAD 83(1986)-  31 29 57.04748(N)    093 06 58.37884(W) AD(       ) 1
 BX2882  NAD 27      -  31 29 56.41511(N)    093 06 57.77773(W) AD(       ) 1
 BX2882  NGVD 29 (07/19/86)  110.03   (m)          361.0    (f) LEVELING    3  
 BX2882
 BX2882.Superseded values are not recommended for survey control.
 BX2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2882.See file dsdata.txt to determine how the superseded data were derived.
 BX2882
 BX2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8896384931(NAD 83)
 BX2882_MARKER: DS = TRIANGULATION STATION DISK
 BX2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2882
 BX2882  HISTORY     - Date     Condition        Report By
 BX2882  HISTORY     - 1941     MONUMENTED       CGS
 BX2882  HISTORY     - 1943     GOOD             USE
 BX2882  HISTORY     - 1954     GOOD             CGS
 BX2882  HISTORY     - 1968     GOOD             CGS
 BX2882
 BX2882                          STATION DESCRIPTION
 BX2882
 BX2882'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2882'STATION IS ON KISATCHIE NATIONAL FOREST LAND, ABOUT 5-1/2
 BX2882'MILES SE OF THE VILLAGE OF BELLWOOD, IN THE SW 1/4 OF SECTION
 BX2882'17, T 6 N, R 7 W, ABOUT 0.3 MILE SE OF THE WELDON FARM, 24 FEET W
 BX2882'OF A 12-INCH TRIANGLE BLAZED PINE TREE AND 4 FEET S OF A WHITE
 BX2882'REFERENCE POST.  IT IS STAMPED LOTUS 1941 AND PROJECTS 2
 BX2882'INCHES.
 BX2882'
 BX2882'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2882'BRONZE DISKS SET IN CONCRETE.
 BX2882'
 BX2882'REFERENCE MARK NO. 1 IS 40 FEET E OF A 10-INCH PINE TREE, IS
 BX2882'STAMPED LOTUS NO. 1 1941 AND PROJECTS 4 INCHES.
 BX2882'
 BX2882'REFERENCE MARK NO. 2 IS 40 FEET SE OF A 12-INCH PINE TREE AND
 BX2882'36 FEET W OF A 10-INCH PINE TREE.  IT IS STAMPED LOTUS NO. 2 1941
 BX2882'AND PROJECTS 4 INCHES.
 BX2882'
 BX2882'THE AZIMUTH MARK IS 110 FEET N OF THE CENTER OF A DIRT ROAD, 65
 BX2882'FEET N OF A FENCE CORNER, 12 FEET N OF A WHITE REFERENCE
 BX2882'POST AND 6 FEET E OF A FENCE.  IT IS STAMPED LOTUS 1941 AND
 BX2882'PROJECTS 4 INCHES.
 BX2882'
 BX2882'TO REACH THE STATION FROM THE VILLAGE OF BELLWOOD, GO S ON
 BX2882'STATE HIGHWAY 39 FOR 2.9 MILES TO A CROSS ROAD AT C.C.C.
 BX2882'CAMP, TURN LEFT AND GO 0.35 MILE TO A FORK, TAKE RIGHT FORK
 BX2882'AND FOLLOW MAIN DIRT ROAD FOR 5.2 MILES TO A DIRT SIDE ROAD
 BX2882'LEFT AT A SIGN FIREBREAK 323, TURN LEFT AND FOLLOW FIREBREAK
 BX2882'ROAD FOR 1 MILE TO A FORK, TAKE LEFT FORK AND GO 0.15 MILE,
 BX2882'TURN LEFT UPHILL ABOUT 200 YARDS TO TOP OF RIDGE AND STATION.
 BX2882'
 BX2882'TO REACH AZIMUTH MARK FROM THE STATION, GO NW ON DIRT ROAD
 BX2882'0.2 MILE TO A GARDEN FENCE AND AZIMUTH MARK ON THE RIGHT.
 BX2882'
 BX2882'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BX2882
 BX2882                          STATION RECOVERY (1943)
 BX2882
 BX2882'RECOVERY NOTE BY US ENGINEERS 1943
 BX2882'$
 BX2882'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2882
 BX2882                          STATION RECOVERY (1954)
 BX2882
 BX2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (MOL)
 BX2882'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED, SURROUNDED
 BX2882'BY SMALL PINE TREES.  TOWER NEEDED FOR OBSERVATION THERE IS
 BX2882'A 12-INCH PINE TREE 172 FEET NE OF STATION--14-INCH PINE TREE
 BX2882'199.4 NE OF STATION.  7-INCH PINE TREE 146.5 SE OF STATION.
 BX2882'
 BX2882'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BX2882'
 BX2882'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 BX2882
 BX2882                          STATION RECOVERY (1968)
 BX2882
 BX2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 BX2882'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED
 BX2882'ABOUT AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION
 BX2882'IS IN THE RED DIRT WILDLIFE MANAGEMENT AREA.  A NEW DESCRIPTION
 BX2882'OF THE ROUTE TO THE STATION AND ADDITIONAL NOTES ON THE LOCATION
 BX2882'OF THE AZIMUTH MARK FOLLOW--
 BX2882'
 BX2882'TO REACH THE STATION FROM THE CROSS ROADS IN BELLWOOD, GO SOUTH
 BX2882'ON STATE HIGHWAY 117 FOR 2.75 MILES TO CROSS ROADS AND FOREST
 BX2882'SERVICE GUARD STATION TO THE NORTHEAST, TURN LEFT AND FOLLOW
 BX2882'GRAVELED ROAD EAST FOR 0.35 MILE TO ROAD FORKS, GANDY ROAD FORKS
 BX2882'TO THE LEFT, TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR
 BX2882'4.05 MILE TO CATTLE GUARD AT THE BOUNDARY OF THE WILDLIFE
 BX2882'MANAGEMENT AREA.  CONTINUE EASTERLY FOR 1.2 MILES TO SIDE ROAD
 BX2882'LEFT AND GO NORTH-NORTHWEST ON THE CYPRESS ROAD FOR 1.0 MILE
 BX2882'TO FORKS, TAKE THE LEFT FORK AND FOLLOW TRACK ROAD WESTERLY
 BX2882'FOR 0.15 MILE TO FORKS.  STATION IS ABOUT 50 YARDS SOUTH OF
 BX2882'THIS POINT IN SMALL CLEARING, WHICH IS REACHED BY PASSING
 BX2882'THROUGH THICK WOODS.  TO REACH AZIMUTH MARK FROM THE LAST
 BX2882'ROAD FORK, TAKE THE LEFT FORK AND GO WESTERLY 0.2 MILE TO
 BX2882'THE MARK ON THE RIGHT AS DESCRIBED AND 32.5 FEET NORTH
 BX2882'OF TRIANGLE BLAZED TREE AND 11.5 FEET NORTH OF WHITE WOOD WITNESS
 BX2882'POST.
 BX2882'
 BX2882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MI.
 BX2882'WEST-NORTHWEST OF GORUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3010 ***********************************************************************
 AU3010  DESIGNATION -  LOTYD 1934
 AU3010  PID         -  AU3010
 AU3010  STATE/COUNTY-  LA/LAFOURCHE
 AU3010  USGS QUAD   -  BAY COURANT (1994)
 AU3010
 AU3010                         *CURRENT SURVEY CONTROL
 AU3010  ___________________________________________________________________
 AU3010* NAD 83(1992)-  29 20 54.28601(N)    090 17 38.69616(W)     ADJUSTED  
 AU3010* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3010  **This station is located in a subsidence area (see below).
 AU3010  ___________________________________________________________________
 AU3010  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AU3010  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AU3010
 AU3010  HORZ ORDER  -  THIRD
 AU3010
 AU3010.The horizontal coordinates were established by classical geodetic methods
 AU3010.and adjusted by the National Geodetic Survey in January 1993..
 AU3010
 AU3010 ** The orthometric height has not been validated since last determined
 AU3010 ** by differential leveling and should not be used for control purposes.
 AU3010 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3010 ** area with valid NAVD 88 orthometric heights.
 AU3010 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3010 ** epoch indicated which incorporates improved geoid heights for the
 AU3010 ** Southern Louisiana Subsidence area.
 AU3010 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3010.The orthometric height was scaled from a topographic map.
 AU3010
 AU3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3010
 AU3010.The geoid height was determined by GEOID03.
 AU3010
 AU3010;                    North         East     Units Scale Factor Converg.
 AU3010;SPC LA S     -    94,501.394 1,100,919.657   MT  0.99999011   +0 31 10.7
 AU3010;SPC LA S     -   310,043.32  3,611,933.91   sFT  0.99999011   +0 31 10.7
 AU3010;UTM  15      - 3,249,629.777   762,718.628   MT  1.00045176   +1 19 37.1
 AU3010
 AU3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3010!SPC LA S     -   1.00000385  x   0.99999011  =   0.99999396
 AU3010!UTM  15      -   1.00000385  x   1.00045176  =   1.00045561
 AU3010
 AU3010                          SUPERSEDED SURVEY CONTROL
 AU3010
 AU3010  NAD 83(1986)-  29 20 54.30216(N)    090 17 38.70564(W) AD(       ) 3
 AU3010  NAD 27      -  29 20 53.49500(N)    090 17 38.41300(W) AD(       ) 3
 AU3010
 AU3010.Superseded values are not recommended for survey control.
 AU3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3010.See file dsdata.txt to determine how the superseded data were derived.
 AU3010
 AU3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6271949630(NAD 83)
 AU3010_MARKER: DS = TRIANGULATION STATION DISK
 AU3010_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3010_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3010
 AU3010  HISTORY     - Date     Condition        Report By
 AU3010  HISTORY     - 1934     MONUMENTED       CGS
 AU3010  HISTORY     - 1952     GOOD             CGS
 AU3010  HISTORY     - 1964     MARK NOT FOUND   USGS
 AU3010
 AU3010                          STATION DESCRIPTION
 AU3010
 AU3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3010'STATION IS ON A SMALL POINT JUST N OF THE EXTREME W END OF A
 AU3010'SMALL LAKE, FROM THE EASTERN END OF WHICH THE SOUTHERLY OF TWO
 AU3010'PIROGUE CANALS LEADS DUE E TO GOLDEN MEADOW AND A DEEP BAYOU LEADS
 AU3010'SW TO JOIN GRAND BAYOU BLUE 5.5 MILES ABOVE ITS MOUTH, IN SOFT
 AU3010'MARSH AND 11 METERS (36 FEET) INSHORE.
 AU3010'
 AU3010'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3010'IN THE TOP OF A TILE.
 AU3010'
 AU3010'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AU3010'MONUMENTS WHICH WERE CAST AROUND LONG WOODEN PILINGS DRIVEN
 AU3010'INTO THE MARSH.
 AU3010'
 AU3010'REFERENCE MARK NO. 1 IS IN SOFT MARSH AND 10.39 METERS (34.1 FEET)
 AU3010'FROM THE STATION N 86 DEG E (MAGNETIC).
 AU3010'
 AU3010'REFERENCE MARK NO. 2 IS IN SOFT MARSH AND 13.64 METERS (44.8 FEET)
 AU3010'FROM THE STATION S 40 DEG W (MAGNETIC).
 AU3010
 AU3010                          STATION RECOVERY (1952)
 AU3010
 AU3010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3010'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AU3010'REFERENCE MARK 1 COULD NOT BE LOCATED BY PROBING AND IS BELIEVED
 AU3010'TO HAVE SUNK INTO THE FLOATING MARSH.  A COMPLETE NEW DESCRIPTION
 AU3010'FOLLOWS--
 AU3010'
 AU3010'STATION IS LOCATED IN THE FLOATING MARSH ON THE N SIDE OF THE
 AU3010'LAKE, ABOUT 2000 FT. NE OF THE W END OF THE LAKE, ON THE W
 AU3010'SIDE OF THE MOUTH OF A SMALL BAYOU, AND 2 FT. S OF A 4- BY
 AU3010'4-IN. WOODEN WITNESS POST.  THE APPARENT SHORELINE AT THE
 AU3010'SMALL BAYOU IS 31 FT. N 47 DEG E (MAGNETIC).  THE
 AU3010'APPARENT SHORELINE OF BAY SEVIN IS 25 FT. S 32 DEG E
 AU3010'(MAGNETIC).  IT IS A STANDARD DISK, STAMPED LOTYD 1934 AND SET
 AU3010'IN CONCRETE IN THE TOP OF A 10-IN. TILE PROJECTING 1 IN. ABOVE
 AU3010'GROUND.
 AU3010'
 AU3010'REFERENCE MARK 2 IS 21 FT. N OF THE APPARENT SHORELINE OF BAY
 AU3010'SEVIN, AND 13.64 M. (44.8 FT.) FROM THE STATION.  IT IS A STANDARD
 AU3010'DISK, STAMPED LOTYD NO 2 1934 AND SET IN THE TOP OF AN 8- BY
 AU3010'8-IN. CONCRETE MONUMENT PROJECTING 1 IN. ABOVE THE GROUND.
 AU3010'
 AU3010'THE MONUMENTS ARE SUPPORTED ON LONG WOODEN PILES DRIVEN INTO
 AU3010'THE MARSH.
 AU3010'
 AU3010'TO REACH THE STATION FROM THE CATFISH LAKE ENTRANCE TO BAYOU BLUE,
 AU3010'GO S ALONG BAYOU BLUE FOR ABOUT 3 MI. TO THE CONFLUENCE OF
 AU3010'BAYOU SERIN, AND GO N ALONG BAYOU SERIN TO BAY SERIN AT THE END OF
 AU3010'THE BAYOU AND THE STATION SITE.
 AU3010
 AU3010                          STATION RECOVERY (1964)
 AU3010
 AU3010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (WKM)
 AU3010'AREA WHERE POST WAS SUPPOSED TO BE WAS SEARCHED AND PROBED.
 AU3010'ALSO SHORE LINE OF LAKE HAS CHANGED AND STATION SHOULD BE
 AU3010'DETERMINED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2991 ***********************************************************************
 AU2991  DESIGNATION -  LOU 1953
 AU2991  PID         -  AU2991
 AU2991  STATE/COUNTY-  LA/TERREBONNE
 AU2991  USGS QUAD   -  TIMBALIER ISLAND (1994)
 AU2991
 AU2991                         *CURRENT SURVEY CONTROL
 AU2991  ___________________________________________________________________
 AU2991* NAD 83(1992)-  29 05 26.80686(N)    090 29 26.08146(W)     ADJUSTED  
 AU2991* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2991  **This station is located in a subsidence area (see below).
 AU2991  ___________________________________________________________________
 AU2991  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU2991  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AU2991
 AU2991  HORZ ORDER  -  THIRD
 AU2991
 AU2991.The horizontal coordinates were established by classical geodetic methods
 AU2991.and adjusted by the National Geodetic Survey in January 1993..
 AU2991
 AU2991 ** The orthometric height has not been validated since last determined
 AU2991 ** by differential leveling and should not be used for control purposes.
 AU2991 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2991 ** area with valid NAVD 88 orthometric heights.
 AU2991 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2991 ** epoch indicated which incorporates improved geoid heights for the
 AU2991 ** Southern Louisiana Subsidence area.
 AU2991 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2991.The orthometric height was scaled from a topographic map.
 AU2991
 AU2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2991
 AU2991.The geoid height was determined by GEOID03.
 AU2991
 AU2991;                    North         East     Units Scale Factor Converg.
 AU2991;SPC LA S     -    65,789.035 1,082,048.723   MT  1.00005087   +0 25 17.0
 AU2991;SPC LA S     -   215,842.86  3,550,021.52   sFT  1.00005087   +0 25 17.0
 AU2991;UTM  15      - 3,220,644.860   744,245.118   MT  1.00033621   +1 13 14.4
 AU2991
 AU2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2991!SPC LA S     -   1.00000361  x   1.00005087  =   1.00005448
 AU2991!UTM  15      -   1.00000361  x   1.00033621  =   1.00033982
 AU2991
 AU2991                          SUPERSEDED SURVEY CONTROL
 AU2991
 AU2991  NAD 83(1986)-  29 05 26.82520(N)    090 29 26.09323(W) AD(       ) 3
 AU2991  NAD 27      -  29 05 25.98800(N)    090 29 25.77400(W) AD(       ) 3
 AU2991
 AU2991.Superseded values are not recommended for survey control.
 AU2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2991.See file dsdata.txt to determine how the superseded data were derived.
 AU2991
 AU2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4424520645(NAD 83)
 AU2991_MARKER: DD = SURVEY DISK
 AU2991_SETTING: 0 = UNSPECIFIED SETTING
 AU2991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2991
 AU2991  HISTORY     - Date     Condition        Report By
 AU2991  HISTORY     - 1953     MONUMENTED       CGS
 AU2991
 AU2991                          STATION DESCRIPTION
 AU2991
 AU2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2991'STATION IS LOCATED ON THE W END OF CAILLOU ISLAND, 179 FEET
 AU2991'273 DEG 53 MIN GEODETIC AZIMUTH, FROM TIP OF POINT MAKING OUT
 AU2991'FROM THE W END OF CANAL CUT ALMOST THROUGH THE ISLAND, NW OF A
 AU2991'SMALL POND, AND NEAR THE CENTER OF THE SHORELINE OF SMALL BIGHT.
 AU2991'
 AU2991'A STANDARD HYDROGRAPHIC STATION DISK, STAMPED LOU 1934 AND
 AU2991'SET IN A CONCRETE MONUMENT 2 INCHES BELOW THE SURFACE OF THE
 AU2991'MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0906 ***********************************************************************
 AV0906  DESIGNATION -  LOU USE 1923
 AV0906  PID         -  AV0906
 AV0906  STATE/COUNTY-  LA/CAMERON
 AV0906  USGS QUAD   -  TEXAS POINT (1993)
 AV0906
 AV0906                         *CURRENT SURVEY CONTROL
 AV0906  ___________________________________________________________________
 AV0906* NAD 83(1992)-  29 42 22.25102(N)    093 49 34.49497(W)     ADJUSTED  
 AV0906* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0906  ___________________________________________________________________
 AV0906  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AV0906  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AV0906
 AV0906  HORZ ORDER  -  THIRD
 AV0906
 AV0906.The horizontal coordinates were established by classical geodetic methods
 AV0906.and adjusted by the National Geodetic Survey in February 1996..
 AV0906
 AV0906.The orthometric height was scaled from a topographic map.
 AV0906
 AV0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0906
 AV0906.The geoid height was determined by GEOID03.
 AV0906
 AV0906;                    North         East     Units Scale Factor Converg.
 AV0906;SPC LA S     -   136,322.681   758,796.249   MT  0.99993889   -1 14 47.4
 AV0906;SPC LA S     -   447,252.00  2,489,484.03   sFT  0.99993889   -1 14 47.4
 AV0906;SPC TXSC     - 4,218,633.434 1,100,438.739   MT  0.99988416   +2 32 04.9
 AV0906;SPC TXSC     -13,840,633.19  3,610,356.10   sFT  0.99988416   +2 32 04.9
 AV0906;UTM  15      - 3,286,514.129   420,075.111   MT  0.99967882   -0 24 34.1
 AV0906
 AV0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0906!SPC LA S     -   1.00000407  x   0.99993889  =   0.99994296
 AV0906!SPC TXSC     -   1.00000407  x   0.99988416  =   0.99988823
 AV0906!UTM  15      -   1.00000407  x   0.99967882  =   0.99968288
 AV0906
 AV0906                          SUPERSEDED SURVEY CONTROL
 AV0906
 AV0906  NAD 83(1992)-  29 42 22.25094(N)    093 49 34.49499(W) AD(       ) 3
 AV0906  NAD 83(1986)-  29 42 22.27325(N)    093 49 34.48035(W) AD(       ) 3
 AV0906  NAD 27      -  29 42 21.50300(N)    093 49 33.90100(W) AD(       ) 3
 AV0906
 AV0906.Superseded values are not recommended for survey control.
 AV0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0906.See file dsdata.txt to determine how the superseded data were derived.
 AV0906
 AV0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2007586514(NAD 83)
 AV0906_MARKER: I = METAL ROD
 AV0906_SETTING: 0 = UNSPECIFIED SETTING
 AV0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0906
 AV0906  HISTORY     - Date     Condition        Report By
 AV0906  HISTORY     - 1923     MONUMENTED       USE
 AV0906  HISTORY     - 1933     GOOD             CGS
 AV0906
 AV0906                          STATION DESCRIPTION
 AV0906
 AV0906'DESCRIBED BY US ENGINEERS 1923 (FSB)
 AV0906'STATION WAS NOT ESTABLISHED BY THIS PARTY AND WAS NOT VISITED
 AV0906'BY THE PARTY.  IT CONSISTED OF A STRUCTURE RESEMBLING A TRIPOD
 AV0906'WELL BACK IN THE MARSH ON THE E SIDE OF SABINE PASS.
 AV0906
 AV0906                          STATION RECOVERY (1933)
 AV0906
 AV0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0906'STATION ESTABLISHED BY U.S.E. AND DESCRIBED BY THEM AS
 AV0906'FOLLOWS--ON BEACH ABOUT 125 FEET FROM WATERS EDGE, ABOUT
 AV0906'1 MILE ALONG LOUISIANA COAST FROM EAST JETTY.
 AV0906'
 AV0906'NEW DESCRIPTION AS FOLLOWS--LOCATED ABOUT 0.9 MILE E BY N FROM
 AV0906'INNER END OF EAST JETTY, 1.4 MILES SE OF SABINE PASS LIGHTHOUSE,
 AV0906'AND ABOUT 0.8 MILE INSHORE ON THE FAST GROUND WHICH WAS THE
 AV0906'OLD BEACH, 100 METERS N OF THE MARSH GRASS.
 AV0906'
 AV0906'STATION MARK RECOVERED AS DESCRIBED, IS A 3-INCH IRON PIPE
 AV0906'FILLED WITH CONCRETE.  PROJECTING 18 INCHES ABOVE THE GROUND.
 AV0906'
 AV0906'THIS STATION IS IDENTICAL WITH LOU 1923 AND HAS AT PRESENT A
 AV0906'30-FOOT SIGNAL BUILT OVER IT WHICH IS ALMOST ROTTED.
 AV0906'
 AV0906'FROM COMPARISON OF GEOGRAPHIC POSITIONS THIS IS NOT THE SAME
 AV0906'STATION AS LOUISIANA USE 1909 WHICH WAS REPORTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0808 ***********************************************************************
 BX0808  DESIGNATION -  LOUETTA BOLT
 BX0808  PID         -  BX0808
 BX0808  STATE/COUNTY-  LA/AVOYELLES
 BX0808  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0808
 BX0808                         *CURRENT SURVEY CONTROL
 BX0808  ___________________________________________________________________
 BX0808* NAD 83(1986)-  31 08 29.     (N)    092 03 48.     (W)     SCALED    
 BX0808* NAVD 88     -        24.27   (+/-2cm)      79.6    (feet)  VERTCON   
 BX0808  ___________________________________________________________________
 BX0808  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BX0808
 BX0808  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0808
 BX0808.The horizontal coordinates were scaled from a topographic map and have
 BX0808.an estimated accuracy of +/- 6 seconds.
 BX0808
 BX0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0808.The vertical order pertains to the NGVD 29 superseded value.
 BX0808
 BX0808.The geoid height was determined by GEOID03.
 BX0808
 BX0808;                    North         East    Units  Estimated Accuracy
 BX0808;SPC LA N     -    71,200.    1,041,640.      MT  (+/- 180 meters Scaled)
 BX0808
 BX0808                          SUPERSEDED SURVEY CONTROL
 BX0808
 BX0808  NGVD 29 (??/??/??)   24.242  (m)           79.53   (f) ADJUSTED    1 2
 BX0808
 BX0808.Superseded values are not recommended for survey control.
 BX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0808.See file dsdata.txt to determine how the superseded data were derived.
 BX0808
 BX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ892456(NAD 83)
 BX0808_MARKER: B = BOLT
 BX0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0808_SP_SET: SLAB
 BX0808_STAMPING: LOUETTA 1930
 BX0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0808
 BX0808  HISTORY     - Date     Condition        Report By
 BX0808  HISTORY     - 1930     MONUMENTED       DOD
 BX0808  HISTORY     - 1966     GOOD             CGS
 BX0808
 BX0808                          STATION DESCRIPTION
 BX0808
 BX0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0808'1.0 MI NW FROM MARKSVILLE.
 BX0808'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0808'COURTHOUSE AT MARKSVILLE, IN SECTION 61, T 2 N, R 4 E, 99 1/2 FEET
 BX0808'EAST OF THE CENTER LINE OF STATE HIGHWAY 1192, 19 FEET NORTHEAST OF
 BX0808'THE NORTH CORNER OF THE FRONT PORCH OF A HOUSE, 13 FEET NORTHWEST OF A
 BX0808'30-INCH OAK TREE, A COPPER BOLT SET IN A CONCRETE SLAB ABOUT 3 FEET
 BX0808'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH IRON PIPE
 BX0808'BEARING A BRASS CAP AND PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0809 ***********************************************************************
 BX0809  DESIGNATION -  LOUETTA CAP
 BX0809  PID         -  BX0809
 BX0809  STATE/COUNTY-  LA/AVOYELLES
 BX0809  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0809
 BX0809                         *CURRENT SURVEY CONTROL
 BX0809  ___________________________________________________________________
 BX0809* NAD 83(1986)-  31 08 29.     (N)    092 03 48.     (W)     SCALED    
 BX0809* NAVD 88     -        25.384  (meters)      83.28   (feet)  ADJUSTED  
 BX0809  ___________________________________________________________________
 BX0809  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BX0809  DYNAMIC HT  -          25.352 (meters)      83.18  (feet)  COMP
 BX0809  MODELED GRAV-     979,396.1   (mgal)                       NAVD 88
 BX0809
 BX0809  VERT ORDER  -  FIRST     CLASS I
 BX0809
 BX0809.The horizontal coordinates were scaled from a topographic map and have
 BX0809.an estimated accuracy of +/- 6 seconds.
 BX0809
 BX0809.The orthometric height was determined by differential leveling
 BX0809.and adjusted by the National Geodetic Survey in February 1994..
 BX0809
 BX0809.The geoid height was determined by GEOID03.
 BX0809
 BX0809.The dynamic height is computed by dividing the NAVD 88
 BX0809.geopotential number by the normal gravity value computed on the
 BX0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0809.degrees latitude (g = 980.6199 gals.).
 BX0809
 BX0809.The modeled gravity was interpolated from observed gravity values.
 BX0809
 BX0809;                    North         East    Units  Estimated Accuracy
 BX0809;SPC LA N     -    71,200.    1,041,640.      MT  (+/- 180 meters Scaled)
 BX0809
 BX0809                          SUPERSEDED SURVEY CONTROL
 BX0809
 BX0809  NAVD 88 (06/15/91)   25.398  (m)           83.33   (f) UNKNOWN     1 1
 BX0809  NGVD 29 (??/??/??)   25.354  (m)           83.18   (f) ADJUSTED    1 1
 BX0809
 BX0809.Superseded values are not recommended for survey control.
 BX0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0809.See file dsdata.txt to determine how the superseded data were derived.
 BX0809
 BX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ892456(NAD 83)
 BX0809_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0809_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0809_STAMPING: LOUETTA 1930
 BX0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0809
 BX0809  HISTORY     - Date     Condition        Report By
 BX0809  HISTORY     - 1930     MONUMENTED       DOD
 BX0809  HISTORY     - 1966     GOOD             CGS
 BX0809  HISTORY     - 1977     POOR             NGS
 BX0809
 BX0809                          STATION DESCRIPTION
 BX0809
 BX0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0809'1.0 MI NW FROM MARKSVILLE.
 BX0809'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0809'COURTHOUSE AT MARKSVILLE, IN SECTION 61, T 2 N, R 4 E, 99 1/2 FEET
 BX0809'EAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 1192, 66 FEET
 BX0809'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1192, 19 FEET NORTHEAST
 BX0809'OF THE NORTH CORNER OF THE FRONT PORCH OF A HOUSE, 13 FEET NORTHWEST
 BX0809'OF A 30-INCH OAK TREE, A 5-INCH IRON PIPE BEARING A  BRASS CAP AND
 BX0809'PROJECTING 16 INCHES.
 BX0809
 BX0809                          STATION RECOVERY (1977)
 BX0809
 BX0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0809'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2619 ***********************************************************************
 BX2619  DESIGNATION -  LOUIS
 BX2619  PID         -  BX2619
 BX2619  STATE/COUNTY-  LA/RAPIDES
 BX2619  USGS QUAD   -  LECOMPTE (1992)
 BX2619
 BX2619                         *CURRENT SURVEY CONTROL
 BX2619  ___________________________________________________________________
 BX2619* NAD 83(1992)-  31 07 10.90409(N)    092 24 21.26569(W)     ADJUSTED  
 BX2619* NAVD 88     -        21.2    (meters)      70.     (feet)  VERTCON   
 BX2619  ___________________________________________________________________
 BX2619  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BX2619  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BX2619
 BX2619  HORZ ORDER  -  SECOND
 BX2619
 BX2619.The horizontal coordinates were established by classical geodetic methods
 BX2619.and adjusted by the National Geodetic Survey in January 1993..
 BX2619
 BX2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2619
 BX2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2619
 BX2619.The geoid height was determined by GEOID03.
 BX2619
 BX2619;                    North         East     Units Scale Factor Converg.
 BX2619;SPC LA N     -    68,714.397 1,008,975.123   MT  1.00001098   +0 02 59.1
 BX2619;SPC LA N     -   225,440.48  3,310,279.22   sFT  1.00001098   +0 02 59.1
 BX2619;UTM  15      - 3,443,019.116   556,645.217   MT  0.99963958   +0 18 25.4
 BX2619
 BX2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2619!SPC LA N     -   1.00000089  x   1.00001098  =   1.00001187
 BX2619!UTM  15      -   1.00000089  x   0.99963958  =   0.99964047
 BX2619
 BX2619|---------------------------------------------------------------------|
 BX2619| PID    Reference Object                     Distance      Geod. Az  |
 BX2619|                                                           dddmmss.s |
 BX2619| CY4929 LOUIS RM 1                           31.766 METERS 16835     |
 BX2619| CY4928 LOUIS AZ MK 2                                      1694723.4 |
 BX2619| BX2618 FOREST HILL LANGFORD TELE MAST      APPROX.12.5 KM 2232449.3 |
 BX2619| CS7286 LOUIS RM 3                           35.652 METERS 25928     |
 BX2619| BX2620 LOUIS A POINT 1969                    7.673 METERS 31229     |
 BX2619| CY4930 LOUIS RM 2                           16.390 METERS 34847     |
 BX2619| CY4927 LOUIS AZ MK                                        3485146.7 |
 BX2619| BX3190 LOUIS AZ MK 3                       APPROX. 0.7 KM 3561222.2 |
 BX2619|---------------------------------------------------------------------|
 BX2619
 BX2619                          SUPERSEDED SURVEY CONTROL
 BX2619
 BX2619  NAD 83(1986)-  31 07 10.92402(N)    092 24 21.26003(W) AD(       ) 2
 BX2619  NAD 27      -  31 07 10.24715(N)    092 24 20.77436(W) AD(       ) 2
 BX2619  NGVD 29 (07/19/86)   21.2    (m)           70.     (f) VERT ANG       
 BX2619
 BX2619.Superseded values are not recommended for survey control.
 BX2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2619.See file dsdata.txt to determine how the superseded data were derived.
 BX2619
 BX2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5664543019(NAD 83)
 BX2619_MARKER: DD = SURVEY DISK
 BX2619_SETTING: 0 = UNSPECIFIED SETTING
 BX2619
 BX2619  HISTORY     - Date     Condition        Report By
 BX2619  HISTORY     - 1969     MONUMENTED       LADTD
 BX2619  HISTORY     - 19990424 GOOD             USPSQD
 BX2619
 BX2619                          STATION DESCRIPTION
 BX2619
 BX2619'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2619'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2619'U.S. COAST AND GEODETIC SURVEY DISK STAMPED LOUIS 1969, IS
 BX2619'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2619'ABOVE THE GROUND.  THE MARK IS 2.8 FEET SOUTHWEST OF A METAL
 BX2619'WITNESS POST AND SIGN, 23.9 FEET NORTHEAST OF THE EAST RAIL
 BX2619'OF A RAILROAD, 23 FEET SOUTHEAST OF A POWER POLE, 96.7 FEET
 BX2619'WEST OF THE NORTHWEST CORNER OF A FORESTRY COMMISSION SIGN
 BX2619'AND 88.8 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 71.
 BX2619'
 BX2619'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 71
 BX2619'AND STATE HIGHWAY 112 IN LECOMPTE, DRIVE NORTH ALONG U.S. HIGHWAY
 BX2619'71 FOR 2.30 MILES TO THE STATION WHICH IS ON THE LEFT SIDE OF THE
 BX2619'HIGHWAY NEAR A RAILROAD CROSSING.
 BX2619'
 BX2619'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2619'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED LOUIS RM 1 1969,
 BX2619'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2619'ABOVE THE GROUND.  THE MARK IS 5.6 FEET NORTHWEST OF A TELEGRAPH
 BX2619'POLE, 25.4 FEET NORTHEAST OF THE EAST RAIL OF A RAILROAD, 48.8
 BX2619'FEET SOUTHEAST OF THE CENTER OF A ROAD LEADING TO THE FORESTRY
 BX2619'COMMISSION STATION AND 53.5 FEET SOUTHWEST OF THE CORNER OF
 BX2619'A FORESTRY COMMISSION SIGN.
 BX2619'
 BX2619'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2619'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED LOUIS RM 2 1969,
 BX2619'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BX2619'THE GROUND.  THE MARK IS 89.5 FEET SOUTHWEST OF THE CENTER OF
 BX2619'U.S. HIGHWAY 71, 30.5 FEET NORTHWEST OF A TELEGRAPH POLE, 23.4
 BX2619'FEET NORTHWEST OF THE EAST RAIL OF A RAILROAD AND 112 FEET
 BX2619'SOUTHEAST OF A TELEGRAPH POLE.
 BX2619'
 BX2619'AZIMUTH MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2619'U.S. COAST AND GEODETIC SURVEY DISK STAMPED LOUIS AZ MK 1969,
 BX2619'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2619'GROUND.  THE MARK IS 1.9 FEET NORTHEAST OF A METAL WITNESS
 BX2619'POST AND SIGN, 9.3 FEET SOUTHWEST OF THE WEST RAIL OF A
 BX2619'RAILROAD, 78 FEET EAST OF MILE POST 182, 29.6 FEET NORTHWEST OF
 BX2619'THE CENTER OF STATE HIGHWAY 470 AND 63.1 FEET NORTHWEST OF THE
 BX2619'NORTHWEST CORNER OF A RAILROAD TRESTLE.
 BX2619'
 BX2619'TO REACH AZIMUTH MARK 1 FROM THE STATION, DRIVE NORTH ALONG
 BX2619'U.S. HIGHWAY 71 FOR 0.80 MILE TO A RAILROAD CROSSING TO THE
 BX2619'LEFT.  THE MARK IS SET WEST OF THE RAILROAD.
 BX2619'
 BX2619'AZIMUTH MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2619'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED LOUIS AZ MK 2
 BX2619'1969, IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 BX2619'THE GROUND.  THE MARK IS 4.7 FEET SOUTHWEST OF A METAL WITNESS
 BX2619'POST AND SIGN, 7.1 FEET NORTHEAST OF THE RAIL OF A RAILROAD,
 BX2619'87.7 FEET WEST OF A TELEGRAPH POLE, 50.9 FEET SOUTH OF A
 BX2619'TELEGRAPH POLE AND 105.8 FEET SOUTHWEST OF THE CENTER OF
 BX2619'U.S. HIGHWAY 71.
 BX2619'
 BX2619'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE ALONG U.S. HIGHWAY
 BX2619'71 FOR 0.30 MILE TO THE MARK WHICH IS ON THE RIGHT NEAR THE
 BX2619'RAILROAD.
 BX2619
 BX2619                          STATION RECOVERY (1999)
 BX2619
 BX2619'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2614 ***********************************************************************
 AU2614  DESIGNATION -  LOUISA BURGUIRIES CO REFIN TK
 AU2614  PID         -  AU2614
 AU2614  STATE/COUNTY-  LA/ST MARY
 AU2614  USGS QUAD   -  WEEKS (1994)
 AU2614
 AU2614                         *CURRENT SURVEY CONTROL
 AU2614  ___________________________________________________________________
 AU2614* NAD 83(1992)-  29 46 30.45563(N)    091 46 20.85262(W)     ADJUSTED  
 AU2614* NAVD 88     -                                                        
 AU2614  **This station is located in a subsidence area (see below).
 AU2614  ___________________________________________________________________
 AU2614  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2614  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2614
 AU2614  HORZ ORDER  -  THIRD
 AU2614
 AU2614.The horizontal coordinates were established by classical geodetic methods
 AU2614.and adjusted by the National Geodetic Survey in January 1993..
 AU2614
 AU2614 ** The orthometric height has not been validated since last determined
 AU2614 ** by differential leveling and should not be used for control purposes.
 AU2614 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2614 ** area with valid NAVD 88 orthometric heights.
 AU2614 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2614 ** epoch indicated which incorporates improved geoid heights for the
 AU2614 ** Southern Louisiana Subsidence area.
 AU2614 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2614
 AU2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2614
 AU2614.The geoid height was determined by GEOID03.
 AU2614
 AU2614;                    North         East     Units Scale Factor Converg.
 AU2614;SPC LA S     -   141,422.216   957,538.123   MT  0.99993346   -0 13 10.4
 AU2614;SPC LA S     -   463,982.72  3,141,522.99   sFT  0.99993346   -0 13 10.4
 AU2614;UTM  15      - 3,294,499.299   618,664.133   MT  0.99977374   +0 36 34.8
 AU2614
 AU2614                          SUPERSEDED SURVEY CONTROL
 AU2614
 AU2614  NAD 83(1986)-  29 46 30.47689(N)    091 46 20.84636(W) AD(       ) 4
 AU2614  NAD 27      -  29 46 29.73000(N)    091 46 20.42000(W) AD(       ) 3
 AU2614
 AU2614.Superseded values are not recommended for survey control.
 AU2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2614.See file dsdata.txt to determine how the superseded data were derived.
 AU2614
 AU2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1866494499(NAD 83)
 AU2614_MARKER: 53 = ELEVATED TANK
 AU2614
 AU2614  HISTORY     - Date     Condition        Report By
 AU2614  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2614
 AU2614                          STATION DESCRIPTION
 AU2614
 AU2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2614'THE STATION IS ON THE TOP AND CENTER OF AN ELEVATED STEEL
 AU2614'WATER TANK WHICH IS LOCATED ON THE GROUNDS OF THE J.M. BURGUIRIES
 AU2614'COMPANY SUGAR MILL IN THE VILLAGE OF LOUISA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1106 ***********************************************************************
 CR1106  DESIGNATION -  LOUISIANA CONT SURVEY MON
 CR1106  PID         -  CR1106
 CR1106  STATE/COUNTY-  LA/CADDO
 CR1106  USGS QUAD   -  PANOLA (1976)
 CR1106
 CR1106                         *CURRENT SURVEY CONTROL
 CR1106  ___________________________________________________________________
 CR1106* NAD 83(1992)-  32 21 00.74809(N)    094 02 34.05267(W)     ADJUSTED  
 CR1106* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 CR1106  ___________________________________________________________________
 CR1106  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CR1106  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CR1106
 CR1106  HORZ ORDER  -  THIRD
 CR1106
 CR1106.The horizontal coordinates were established by classical geodetic methods
 CR1106.and adjusted by the National Geodetic Survey in February 1996..
 CR1106.No horizontal observational check was made to the station.
 CR1106
 CR1106.The orthometric height was scaled from a topographic map.
 CR1106
 CR1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1106
 CR1106.The geoid height was determined by GEOID03.
 CR1106
 CR1106;                    North         East     Units Scale Factor Converg.
 CR1106;SPC LA N     -   206,177.727   854,786.699   MT  0.99994314   -0 48 56.4
 CR1106;SPC LA N     -   676,434.76  2,804,412.69   sFT  0.99994314   -0 48 56.4
 CR1106;SPC TXNC     - 2,084,697.892 1,019,418.718   MT  0.99994700   +2 25 51.4
 CR1106;SPC TXNC     - 6,839,546.33  3,344,542.91   sFT  0.99994700   +2 25 51.4
 CR1106;UTM  15      - 3,579,732.494   401,876.573   MT  0.99971873   -0 33 28.9
 CR1106
 CR1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1106!SPC LA N     -   0.99998713  x   0.99994314  =   0.99993027
 CR1106!SPC TXNC     -   0.99998713  x   0.99994700  =   0.99993413
 CR1106!UTM  15      -   0.99998713  x   0.99971873  =   0.99970586
 CR1106
 CR1106                          SUPERSEDED SURVEY CONTROL
 CR1106
 CR1106  NAD 83(1992)-  32 21 00.75185(N)    094 02 34.04934(W) AD(       ) 3
 CR1106  NAD 83(1986)-  32 21 00.75784(N)    094 02 34.04326(W) AD(       ) 3
 CR1106  NAD 27      -  32 21 00.18980(N)    094 02 33.37300(W) AD(       ) 3
 CR1106
 CR1106.Superseded values are not recommended for survey control.
 CR1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1106.See file dsdata.txt to determine how the superseded data were derived.
 CR1106
 CR1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0187779732(NAD 83)
 CR1106_MARKER: Z = SEE DESCRIPTION
 CR1106_SETTING: 0 = UNSPECIFIED SETTING
 CR1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1106
 CR1106  HISTORY     - Date     Condition        Report By
 CR1106  HISTORY     - 1958     MONUMENTED       LAGS
 CR1106  HISTORY     - 19990520 MARK NOT FOUND   USPSQD
 CR1106
 CR1106                          STATION DESCRIPTION
 CR1106
 CR1106'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1958
 CR1106'SEE STATION MORRIS.
 CR1106
 CR1106                          STATION RECOVERY (1999)
 CR1106
 CR1106'RECOVERY NOTE BY US POWER SQUADRON 1999
 CR1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5745 ***********************************************************************
 DE5745  DESIGNATION -  LOUISIANA POPULATION CENTER
 DE5745  PID         -  DE5745
 DE5745  STATE/COUNTY-  LA/POINTE COUPEE
 DE5745  USGS QUAD   -  NEW ROADS (1994)
 DE5745
 DE5745                         *CURRENT SURVEY CONTROL
 DE5745  ___________________________________________________________________
 DE5745* NAD 83(1992)-  30 41 55.13019(N)    091 27 27.42393(W)     ADJUSTED  
 DE5745* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 DE5745  ___________________________________________________________________
 DE5745  X           -    -139,629.072 (meters)                     COMP
 DE5745  Y           -  -5,487,330.618 (meters)                     COMP
 DE5745  Z           -   3,237,200.671 (meters)                     COMP
 DE5745  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DE5745  ELLIP HEIGHT-         -19.07  (meters)          (06/27/02) GPS OBS
 DE5745  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DE5745
 DE5745  HORZ ORDER  -  A
 DE5745  ELLP ORDER  -  THIRD     CLASS I
 DE5745
 DE5745.The horizontal coordinates were established by GPS observations
 DE5745.and adjusted by the National Geodetic Survey in June 2002..
 DE5745
 DE5745.The orthometric height was scaled from a topographic map.
 DE5745
 DE5745.Photographs are available for this station.
 DE5745
 DE5745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5745
 DE5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5745
 DE5745.The ellipsoidal height was determined by GPS observations
 DE5745.and is referenced to NAD 83.
 DE5745
 DE5745.The geoid height was determined by GEOID03.
 DE5745
 DE5745;                    North         East     Units Scale Factor Converg.
 DE5745;SPC LA S     -   243,719.914   988,093.151   MT  0.99999971   -0 03 43.7
 DE5745;SPC LA S     -   799,604.42  3,241,768.95   sFT  0.99999971   -0 03 43.7
 DE5745;UTM  15      - 3,397,220.444   647,714.767   MT  0.99986917   +0 47 15.2
 DE5745
 DE5745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5745!SPC LA S     -   1.00000299  x   0.99999971  =   1.00000270
 DE5745!UTM  15      -   1.00000299  x   0.99986917  =   0.99987216
 DE5745
 DE5745                          SUPERSEDED SURVEY CONTROL
 DE5745
 DE5745.No superseded survey control is available for this station.
 DE5745
 DE5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4771597220(NAD 83)
 DE5745_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE5745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5745_STAMPING: LOUISIANA POPULATION CENTER
 DE5745_MARK LOGO: CENPOP
 DE5745_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5745+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 DE5745
 DE5745  HISTORY     - Date     Condition        Report By
 DE5745  HISTORY     - 20010416 MONUMENTED       LASPS
 DE5745
 DE5745                          STATION DESCRIPTION
 DE5745
 DE5745'DESCRIBED BY LOUISIANA SOCIETY OF PROF SURVEYORS 2001 (JM)
 DE5745'THE STATION IS LOCATED IN NFALSE RIVER PARK, APPROX. 1.5 MILES WEST OF
 DE5745'THE POINTE COUPEE PARISH COURTHOUSE IN NEW ROADS, LOUISIANA.
 DE5745' 
 DE5745'QWNERSHIP -- POINTE COUPEE PARISH PARKS AND RECREATION.
 DE5745' 
 DE5745'TO REACH THE STATION FROM THE POINTE COUPEE PARISH COURTHOUSE IN NEW
 DE5745'ROADS, GO 0.1 MILES S-SW ON LA. HWY 413 TO LA. HWY 1.  CONTINUE 1.3
 DE5745'MILES S-SW ON LA HWY 1 TO MAJOR PARKWAY.  GO NORTH 0.7 MILES TO FALSE
 DE5745'RIVER ROAD.  TURN RIGHT AND FOLLOW FALSE RIVER ROAD NE TO BALL PARK
 DE5745'PARKING AND STATION ON LEFT.
 DE5745' 
 DE5745'THE STATION IS--CENTER STATION--, A BRASS DISK SET IN CONCRETE, RAISED
 DE5745'2 CM ABOVE GROUND.  IT IS 38 FT. S-SW OF A LIGHT POLE, 36.5 FT. WEST
 DE5745'OF WEST EDGE DRIVEWAY, 13.8 FT. EAST OF EAST EDGE OF SIDEWALK ALONG
 DE5745'DRIVEWAY, 5.5 FT. WEST OF THE CENTER OF A 12 INCH TREE STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5754 ***********************************************************************
 DF5754  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5754  DESIGNATION -  LOUISIANA STATE U CORS ARP
 DF5754  CORS_ID     -  1LSU
 DF5754  PID         -  DF5754
 DF5754  STATE/COUNTY-  LA/EAST BATON ROUGE
 DF5754  USGS QUAD   -  BATON ROUGE WEST (1995)
 DF5754
 DF5754                         *CURRENT SURVEY CONTROL
 DF5754  ___________________________________________________________________
 DF5754* NAD 83(CORS)-  30 24 26.70936(N)    091 10 48.91529(W)     ADJUSTED  
 DF5754* NAVD 88     -                                                        
 DF5754  ___________________________________________________________________
 DF5754  EPOCH DATE  -        2002.00
 DF5754  X           -    -113,402.186 (meters)                     COMP
 DF5754  Y           -  -5,504,362.839 (meters)                     COMP
 DF5754  Z           -   3,209,404.378 (meters)                     COMP
 DF5754  ELLIP HEIGHT-          -5.18  (meters)          (05/??/03) GPS OBS
 DF5754  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF5754
 DF5754  HORZ ORDER  -  SPECIAL (CORS)
 DF5754  ELLP ORDER  -  SPECIAL (CORS)
 DF5754
 DF5754.ITRF positions are available for this station.
 DF5754.The coordinates were established by GPS observations
 DF5754.and adjusted by the National Geodetic Survey in May 2003..
 DF5754.The coordinates are valid at the epoch date displayed above.
 DF5754.The epoch date for horizontal control is a decimal equivalence
 DF5754.of Year/Month/Day.
 DF5754
 DF5754
 DF5754.The PID for the CORS L1 Phase Center is DF5755.
 DF5754
 DF5754.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5754
 DF5754.The ellipsoidal height was determined by GPS observations
 DF5754.and is referenced to NAD 83.
 DF5754
 DF5754.The geoid height was determined by GEOID03.
 DF5754
 DF5754;                    North         East     Units Scale Factor Converg.
 DF5754;SPC LA S     -   211,438.084 1,014,708.599   MT  0.99995083   +0 04 35.5
 DF5754;SPC LA S     -   693,693.11  3,329,089.80   sFT  0.99995083   +0 04 35.5
 DF5754
 DF5754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5754!SPC LA S     -   1.00000081  x   0.99995083  =   0.99995164
 DF5754
 DF5754                          SUPERSEDED SURVEY CONTROL
 DF5754
 DF5754.No superseded survey control is available for this station.
 DF5754
 DF5754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7480365337(NAD 83)
 DF5754_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5754
 DF5754                          STATION DESCRIPTION
 DF5754
 DF5754'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5754'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5754'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5754'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5754'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5754'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5755 ***********************************************************************
 DF5755  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5755  DESIGNATION -  LOUISIANA STATE U CORS L1 PHASE CENTER
 DF5755  CORS_ID     -  1LSU
 DF5755  PID         -  DF5755
 DF5755  STATE/COUNTY-  LA/EAST BATON ROUGE
 DF5755  USGS QUAD   -  BATON ROUGE WEST (1995)
 DF5755
 DF5755                         *CURRENT SURVEY CONTROL
 DF5755  ___________________________________________________________________
 DF5755* NAD 83(CORS)-  30 24 26.70938(N)    091 10 48.91528(W)     ADJUSTED  
 DF5755* NAVD 88     -                                                        
 DF5755  ___________________________________________________________________
 DF5755  EPOCH DATE  -        2002.00
 DF5755  X           -    -113,402.188 (meters)                     COMP
 DF5755  Y           -  -5,504,362.933 (meters)                     COMP
 DF5755  Z           -   3,209,404.434 (meters)                     COMP
 DF5755  ELLIP HEIGHT-          -5.07  (meters)          (05/??/03) GPS OBS
 DF5755  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF5755
 DF5755  HORZ ORDER  -  SPECIAL (CORS)
 DF5755  ELLP ORDER  -  SPECIAL (CORS)
 DF5755
 DF5755.ITRF positions are available for this station.
 DF5755.The coordinates were established by GPS observations
 DF5755.and adjusted by the National Geodetic Survey in May 2003..
 DF5755.The coordinates are valid at the epoch date displayed above.
 DF5755.The epoch date for horizontal control is a decimal equivalence
 DF5755.of Year/Month/Day.
 DF5755
 DF5755
 DF5755.The PID for the CORS ARP is DF5754.
 DF5755
 DF5755.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5755
 DF5755.The ellipsoidal height was determined by GPS observations
 DF5755.and is referenced to NAD 83.
 DF5755
 DF5755.The geoid height was determined by GEOID03.
 DF5755
 DF5755;                    North         East     Units Scale Factor Converg.
 DF5755;SPC LA S     -   211,438.084 1,014,708.599   MT  0.99995083   +0 04 35.5
 DF5755;SPC LA S     -   693,693.11  3,329,089.80   sFT  0.99995083   +0 04 35.5
 DF5755
 DF5755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5755!SPC LA S     -   1.00000080  x   0.99995083  =   0.99995163
 DF5755
 DF5755                          SUPERSEDED SURVEY CONTROL
 DF5755
 DF5755.No superseded survey control is available for this station.
 DF5755
 DF5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7480365337(NAD 83)
 DF5755_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5755
 DF5755                          STATION DESCRIPTION
 DF5755
 DF5755'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5755'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5755'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5755'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5755'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5755'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5021 ***********************************************************************
 BJ5021  DESIGNATION -  LOUISIANA UNIV MEMORIAL TWR
 BJ5021  PID         -  BJ5021
 BJ5021  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5021  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5021
 BJ5021                         *CURRENT SURVEY CONTROL
 BJ5021  ___________________________________________________________________
 BJ5021* NAD 83(1992)-  30 24 52.08683(N)    091 10 44.05953(W)     ADJUSTED  
 BJ5021* NAVD 88     -                                                        
 BJ5021  ___________________________________________________________________
 BJ5021  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5021  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5021
 BJ5021  HORZ ORDER  -  THIRD
 BJ5021
 BJ5021.The horizontal coordinates were established by classical geodetic methods
 BJ5021.and adjusted by the National Geodetic Survey in January 1993..
 BJ5021
 BJ5021
 BJ5021.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5021
 BJ5021.The geoid height was determined by GEOID03.
 BJ5021
 BJ5021;                    North         East     Units Scale Factor Converg.
 BJ5021;SPC LA S     -   212,219.700 1,014,837.147   MT  0.99995171   +0 04 38.0
 BJ5021;SPC LA S     -   696,257.47  3,329,511.54   sFT  0.99995171   +0 04 38.0
 BJ5021;UTM  15      - 3,366,120.876   674,920.365   MT  0.99997748   +0 55 19.8
 BJ5021
 BJ5021                          SUPERSEDED SURVEY CONTROL
 BJ5021
 BJ5021  NAD 83(1986)-  30 24 52.10510(N)    091 10 44.05755(W) AD(       ) 4
 BJ5021  NAD 27      -  30 24 51.41888(N)    091 10 43.66934(W) AD(       ) 3
 BJ5021
 BJ5021.Superseded values are not recommended for survey control.
 BJ5021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5021.See file dsdata.txt to determine how the superseded data were derived.
 BJ5021
 BJ5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7492066121(NAD 83)
 BJ5021_MARKER: 55 = TOWER
 BJ5021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5021+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 BJ5021
 BJ5021  HISTORY     - Date     Condition        Report By
 BJ5021  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ5021  HISTORY     - 1955     GOOD             CGS
 BJ5021  HISTORY     - 1971     GOOD             NGS
 BJ5021  HISTORY     - 20021104 GOOD             USPSQD
 BJ5021
 BJ5021                          STATION DESCRIPTION
 BJ5021
 BJ5021'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5021'THE STATION IS LOCATED IN THE S SECTION OF BATON ROUGE, ON THE
 BJ5021'CAMPUS OF LOUISIANA STATE UNIVERSITY.  IT IS A FOUR-SIDED
 BJ5021'STRUCTURE, WHICH PROJECTS FROM THE CENTER OF THE TOP OF A STONE
 BJ5021'BUILDING, WITH THE LETTERS MEMORIAL TOWER INSCRIBED ON THE E FACE
 BJ5021'OF THE BUILDING OVER THE FRONT ENTRANCE.  THE STRUCTURE HAS A
 BJ5021'SMALL DOME ON THE TOP AND A LARGE CLOCK FACE ON THE FOUR SIDES
 BJ5021'ABOUT THREE-FOURTHS OF THE DISTANCE TO THE TOP.  IT IS ABOUT
 BJ5021'100 FT. HIGH.
 BJ5021
 BJ5021                          STATION RECOVERY (1971)
 BJ5021
 BJ5021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BJ5021'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION BY R.A.E. IN
 BJ5021'1955 IS ADEQUATE FOR RECOVERY.
 BJ5021
 BJ5021                          STATION RECOVERY (2002)
 BJ5021
 BJ5021'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BJ5021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0907 ***********************************************************************
 AV0907  DESIGNATION -  LOUISIANA USE 1912
 AV0907  PID         -  AV0907
 AV0907  STATE/COUNTY-  LA/CAMERON
 AV0907  USGS QUAD   -  TEXAS POINT (1993)
 AV0907
 AV0907                         *CURRENT SURVEY CONTROL
 AV0907  ___________________________________________________________________
 AV0907* NAD 83(1992)-  29 42 22.28630(N)    093 49 34.50665(W)     ADJUSTED  
 AV0907* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0907  ___________________________________________________________________
 AV0907  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AV0907  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AV0907
 AV0907  HORZ ORDER  -  THIRD
 AV0907
 AV0907.The horizontal coordinates were established by classical geodetic methods
 AV0907.and adjusted by the National Geodetic Survey in February 1996..
 AV0907
 AV0907.The orthometric height was scaled from a topographic map.
 AV0907
 AV0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0907
 AV0907.The geoid height was determined by GEOID03.
 AV0907
 AV0907;                    North         East     Units Scale Factor Converg.
 AV0907;SPC LA S     -   136,323.774   758,795.958   MT  0.99993889   -1 14 47.4
 AV0907;SPC LA S     -   447,255.58  2,489,483.07   sFT  0.99993889   -1 14 47.4
 AV0907;SPC TXSC     - 4,218,634.505 1,100,438.377   MT  0.99988416   +2 32 04.9
 AV0907;SPC TXSC     -13,840,636.71  3,610,354.91   sFT  0.99988416   +2 32 04.9
 AV0907;UTM  15      - 3,286,515.217   420,074.805   MT  0.99967882   -0 24 34.1
 AV0907
 AV0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0907!SPC LA S     -   1.00000407  x   0.99993889  =   0.99994296
 AV0907!SPC TXSC     -   1.00000407  x   0.99988416  =   0.99988823
 AV0907!UTM  15      -   1.00000407  x   0.99967882  =   0.99968288
 AV0907
 AV0907                          SUPERSEDED SURVEY CONTROL
 AV0907
 AV0907  NAD 83(1992)-  29 42 22.28618(N)    093 49 34.50666(W) AD(       ) 3
 AV0907  NAD 83(1986)-  29 42 22.30838(N)    093 49 34.49203(W) AD(       ) 3
 AV0907
 AV0907.Superseded values are not recommended for survey control.
 AV0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0907.See file dsdata.txt to determine how the superseded data were derived.
 AV0907
 AV0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2007586515(NAD 83)
 AV0907_MARKER: Z = SEE DESCRIPTION
 AV0907_SETTING: 0 = UNSPECIFIED SETTING
 AV0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0907
 AV0907  HISTORY     - Date     Condition        Report By
 AV0907  HISTORY     - 1912     MONUMENTED       USE
 AV0907  HISTORY     - 1923     SEE DESCRIPTION  CGS
 AV0907  HISTORY     - 1933     GOOD             CGS
 AV0907
 AV0907                          STATION DESCRIPTION
 AV0907
 AV0907'DESCRIBED BY US ENGINEERS 1912
 AV0907'STATION IS LOCATED ON BEACH ABOUT 125 FEET FROM WATERS EDGE, ABOUT
 AV0907'1 MILE ALONG LOUISIANA COAST FROM EAST JETTY.
 AV0907'
 AV0907'STATION MARK IS A 3-INCH IRON PIPE FILLED WITH CONCRETE.
 AV0907
 AV0907                          STATION RECOVERY (1923)
 AV0907
 AV0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FSB)
 AV0907'STATION NOT VISITED.  IT CONSISTED OF A STRUCTURE RESEMBLING A
 AV0907'TRIPOD WELL BACK IN THE MARSH ON THE E SIDE OF SABINE PASS.
 AV0907
 AV0907                          STATION RECOVERY (1933)
 AV0907
 AV0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0907'STATION IS LOCATED ABOUT 0.9 MILE E BY N FROM INNER END OF EAST
 AV0907'JETTY, 1.4 MILES SE OF SABINE PASS LIGHTHOUSE, ABOUT 0.8 MILE
 AV0907'INSHORE, ON THE FAST GROUND WHICH WAS THE OLD BEACH, AND 100 METERS
 AV0907'N OF THE MARSH GRASS.
 AV0907'
 AV0907'STATION MARK RECOVERED AS DESCRIBED PROJECTS ABOUT 18 INCHES ABOVE
 AV0907'THE GROUND.
 AV0907'
 AV0907'THIS STATION IS IDENTICAL WITH LOU 1923 AND HAS AT PRESENT A
 AV0907'30-FOOT SIGNAL BUILT OVER IT WHICH IS ALMOST ROTTED.
 AV0907'
 AV0907'FROM COMPARISON OF GEOGRAPHIC POSITIONS THIS IS NOT THE SAME
 AV0907'STATION AS LOUISIANA (U.S.E., 1909) WHICH WAS REPORTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0898 ***********************************************************************
 BX0898  DESIGNATION -  LOULETTE BOLT
 BX0898  PID         -  BX0898
 BX0898  STATE/COUNTY-  LA/RAPIDES
 BX0898  USGS QUAD   -  LATANIER (1993)
 BX0898
 BX0898                         *CURRENT SURVEY CONTROL
 BX0898  ___________________________________________________________________
 BX0898* NAD 83(1986)-  31 14 06.     (N)    092 22 06.     (W)     SCALED    
 BX0898* NAVD 88     -        21.455  (meters)      70.39   (feet)  ADJUSTED  
 BX0898  ___________________________________________________________________
 BX0898  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BX0898  DYNAMIC HT  -          21.428 (meters)      70.30  (feet)  COMP
 BX0898  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 BX0898
 BX0898  VERT ORDER  -  FIRST     CLASS I
 BX0898
 BX0898.The horizontal coordinates were scaled from a topographic map and have
 BX0898.an estimated accuracy of +/- 6 seconds.
 BX0898
 BX0898.The orthometric height was determined by differential leveling
 BX0898.and adjusted by the National Geodetic Survey in February 1994..
 BX0898
 BX0898.The geoid height was determined by GEOID03.
 BX0898
 BX0898.The dynamic height is computed by dividing the NAVD 88
 BX0898.geopotential number by the normal gravity value computed on the
 BX0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0898.degrees latitude (g = 980.6199 gals.).
 BX0898
 BX0898.The modeled gravity was interpolated from observed gravity values.
 BX0898
 BX0898;                    North         East    Units  Estimated Accuracy
 BX0898;SPC LA N     -    81,500.    1,012,540.      MT  (+/- 180 meters Scaled)
 BX0898
 BX0898                          SUPERSEDED SURVEY CONTROL
 BX0898
 BX0898  NAVD 88 (06/15/91)   21.456  (m)           70.39   (f) UNKNOWN     1 1
 BX0898  NGVD 29 (??/??/??)   21.438  (m)           70.33   (f) ADJUSTED    1 1
 BX0898
 BX0898.Superseded values are not recommended for survey control.
 BX0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0898.See file dsdata.txt to determine how the superseded data were derived.
 BX0898
 BX0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ601558(NAD 83)
 BX0898_MARKER: B = BOLT
 BX0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0898_SP_SET: SLAB
 BX0898_STAMPING: LOULETTE 1930
 BX0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0898
 BX0898  HISTORY     - Date     Condition        Report By
 BX0898  HISTORY     - 1930     MONUMENTED       DOD
 BX0898  HISTORY     - 1966     GOOD             CGS
 BX0898  HISTORY     - 1977     GOOD             NGS
 BX0898
 BX0898                          STATION DESCRIPTION
 BX0898
 BX0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0898'3.15 MI NW FROM LATANIER.
 BX0898'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 BX0898'OF STATE ROAD 457 AT LATANIER, THENCE 0.95 MILE NORTH ALONG A PAVED
 BX0898'ROAD, OR ABOUT 5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE
 BX0898'CITY HALL AT ALEXANDRIA, THENCE 2.0 MILES SOUTHEAST ALONG A PAVED
 BX0898'ROAD, IN SECION 14, T 3 N, R 1 E, ABOUT 0.15 MILE NORTH OF A CURVE IN
 BX0898'THE ROAD, 53 FEET EAST OF THE CENTER LINE OF THE ROAD, 123 FEET WEST
 BX0898'OF THE CENTER LINE OF THE TOP OF A LEVEE AND THE CENTER OF A GATE, 93
 BX0898'FEET WEST OF CONCRETE MILEAGE MARKER NUMBER 1700+00 ALONG THE LEVEE,
 BX0898'28 FEET EAST OF A FENCE, 5 FEET NORTH OF A FENCE, WHICH CROSSES OVER
 BX0898'THE LEVEE, 3.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 BX0898'THE LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BX0898'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BX0898'IRON PIPE BEARING A BRASS CAP AND PROJECTING 2 FEET.
 BX0898
 BX0898                          STATION RECOVERY (1977)
 BX0898
 BX0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0897 ***********************************************************************
 BX0897  DESIGNATION -  LOULETTE CAP
 BX0897  PID         -  BX0897
 BX0897  STATE/COUNTY-  LA/RAPIDES
 BX0897  USGS QUAD   -  LATANIER (1993)
 BX0897
 BX0897                         *CURRENT SURVEY CONTROL
 BX0897  ___________________________________________________________________
 BX0897* NAD 83(1986)-  31 14 06.     (N)    092 22 06.     (W)     SCALED    
 BX0897* NAVD 88     -        22.80   (+/-2cm)      74.8    (feet)  VERTCON   
 BX0897  ___________________________________________________________________
 BX0897  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BX0897
 BX0897  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0897
 BX0897.The horizontal coordinates were scaled from a topographic map and have
 BX0897.an estimated accuracy of +/- 6 seconds.
 BX0897
 BX0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0897.The vertical order pertains to the NGVD 29 superseded value.
 BX0897
 BX0897.The geoid height was determined by GEOID03.
 BX0897
 BX0897;                    North         East    Units  Estimated Accuracy
 BX0897;SPC LA N     -    81,500.    1,012,540.      MT  (+/- 180 meters Scaled)
 BX0897
 BX0897                          SUPERSEDED SURVEY CONTROL
 BX0897
 BX0897  NGVD 29 (??/??/??)   22.778  (m)           74.73   (f) ADJUSTED    1 2
 BX0897
 BX0897.Superseded values are not recommended for survey control.
 BX0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0897.See file dsdata.txt to determine how the superseded data were derived.
 BX0897
 BX0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ601558(NAD 83)
 BX0897_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0897_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0897_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0897_STAMPING: LOULETTE 1930
 BX0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0897
 BX0897  HISTORY     - Date     Condition        Report By
 BX0897  HISTORY     - 1930     MONUMENTED       DOD
 BX0897  HISTORY     - 1966     GOOD             CGS
 BX0897
 BX0897                          STATION DESCRIPTION
 BX0897
 BX0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0897'3.15 MI NW FROM LATANIER.
 BX0897'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 BX0897'OF STATE ROAD 457 AT LATANIER, THENCE 0.95 MILE NORTH ALONG A PAVED
 BX0897'ROAD, OR ABOUT 5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FOM THE CITY
 BX0897'HALL AT ALEXANDRIA, THENCE 2.0 MILES SOUTHEAST ALONG A PAVED ROAD, IN
 BX0897'SECTION 14, T 3 N, R 1 E, ABOUT 0.15 MILE NORTH OF A CURVE IN THE
 BX0897'ROAD, 53 FEET EAST OF THE CENTER LINE OF THE ROAD, 123 FEET WEST OF
 BX0897'THE CENTER LINE OF THE TOP OF A LEVEE AND THE CENTER OF A GATE, 93
 BX0897'FEET WEST OF CONCRETE MILEAGE MARKER NUMBER 1700+00 ALONG THE LEVEE,
 BX0897'28 FEET EAST OF A FENCE, 5 FEET NORTH OF A FENCE WHICH CROSSES OVER
 BX0897'THE LEVEE, 3.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 BX0897'THE LEVEL OF THE ROAD, A 4-INCH IRON PIPE BEARING A BRASS CAP AND
 BX0897'PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2928 ***********************************************************************
 AU2928  DESIGNATION -  LOURSE
 AU2928  PID         -  AU2928
 AU2928  STATE/COUNTY-  LA/LAFOURCHE
 AU2928  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2928
 AU2928                         *CURRENT SURVEY CONTROL
 AU2928  ___________________________________________________________________
 AU2928* NAD 83(1992)-  29 20 44.16256(N)    090 06 50.45604(W)     ADJUSTED  
 AU2928* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2928  **This station is located in a subsidence area (see below).
 AU2928  ___________________________________________________________________
 AU2928  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AU2928  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AU2928
 AU2928  HORZ ORDER  -  SECOND
 AU2928
 AU2928.The horizontal coordinates were established by classical geodetic methods
 AU2928.and adjusted by the National Geodetic Survey in January 1993..
 AU2928
 AU2928 ** The orthometric height has not been validated since last determined
 AU2928 ** by differential leveling and should not be used for control purposes.
 AU2928 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2928 ** area with valid NAVD 88 orthometric heights.
 AU2928 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2928 ** epoch indicated which incorporates improved geoid heights for the
 AU2928 ** Southern Louisiana Subsidence area.
 AU2928 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2928.The orthometric height was scaled from a topographic map.
 AU2928
 AU2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2928
 AU2928.The geoid height was determined by GEOID03.
 AU2928
 AU2928;                    North         East     Units Scale Factor Converg.
 AU2928;SPC LA S     -    94,362.046 1,118,408.291   MT  0.99999066   +0 36 34.8
 AU2928;SPC LA S     -   309,586.15  3,669,311.20   sFT  0.99999066   +0 36 34.8
 AU2928;UTM  15      - 3,249,736.653   780,216.574   MT  1.00056902   +1 24 55.0
 AU2928
 AU2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2928!SPC LA S     -   1.00000382  x   0.99999066  =   0.99999448
 AU2928!UTM  15      -   1.00000382  x   1.00056902  =   1.00057284
 AU2928
 AU2928:                Primary Azimuth Mark                     Grid Az
 AU2928:SPC LA S     -  LOURSE AZ MK                             036 51 47.1
 AU2928:UTM  15      -  LOURSE AZ MK                             036 03 26.9
 AU2928
 AU2928|---------------------------------------------------------------------|
 AU2928| PID    Reference Object                     Distance      Geod. Az  |
 AU2928|                                                           dddmmss.s |
 AU2928| DD7375 LOURSE AZ MK                                       0372821.9 |
 AU2928| AT1207 GRAND ISLE CATC MICROWAVE MAST      APPROX.17.5 KM 1240050.4 |
 AU2928| AT1215 GRAND ISLE HUMBLE COMMUN TOWER      APPROX.17.4 KM 1245436.1 |
 AU2928| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX.17.4 KM 1312205.2 |
 AU2928| DD7376 LOURSE RM 1                          21.150 METERS 19053     |
 AU2928| DD7377 LOURSE RM 2                          25.787 METERS 28411     |
 AU2928| AU2935 LON                                 APPROX. 5.5 KM 2932148.2 |
 AU2928|---------------------------------------------------------------------|
 AU2928
 AU2928                          SUPERSEDED SURVEY CONTROL
 AU2928
 AU2928  NAD 83(1986)-  29 20 44.17734(N)    090 06 50.46461(W) AD(       ) 2
 AU2928  NAD 27      -  29 20 43.37100(N)    090 06 50.19300(W) AD(       ) 2
 AU2928
 AU2928.Superseded values are not recommended for survey control.
 AU2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2928.See file dsdata.txt to determine how the superseded data were derived.
 AU2928
 AU2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8021749737(NAD 83)
 AU2928_MARKER: DS = TRIANGULATION STATION DISK
 AU2928_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2928_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2928
 AU2928  HISTORY     - Date     Condition        Report By
 AU2928  HISTORY     - 1934     MONUMENTED       CGS
 AU2928  HISTORY     - 1940     GOOD             SHELL
 AU2928  HISTORY     - 1952     GOOD             CGS
 AU2928  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU2928  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AU2928  HISTORY     - 1984     GOOD             LOCSUR
 AU2928
 AU2928                          STATION DESCRIPTION
 AU2928
 AU2928'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2928'ON THE W SIDE OF BAYOU LOURSE AT THE ENTRANCE OF THIS BAYOU
 AU2928'FROM BAY ROSEAU.  THE STATION IS ABOUT 100 METERS (330 FEET)
 AU2928'FROM THE END OF THE POINT, FORMED BY BAYOU LOURSE AND BAY
 AU2928'ROSEAU AND 25 METERS (80 FEET) FROM THE HIGH-WATER MARK OF
 AU2928'BAYOU LOURSE.  THE STATION AND REFERENCE MARKS ARE STANDARD
 AU2928'BRONZE DISKS SET IN CONCRETE IN THE TOP OF TILES WHICH ARE
 AU2928'FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF LONG WOODEN
 AU2928'PILES DRIVEN INTO THE MARSH.  REFERENCE MARK NO. 1 IS 21.154
 AU2928'METERS (69.40 FEET) FROM THE STATION S 10 DEG 5 MIN W.
 AU2928'REFERENCE MARK NO. 2 IS 25.760 METERS (84.51 FEET) FROM THE
 AU2928'STATION N 75 DEG 45 MIN W.
 AU2928
 AU2928                          STATION RECOVERY (1940)
 AU2928
 AU2928'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2928'RECOVERED IN GOOD CONDITION.
 AU2928'
 AU2928'PART OF THE ORIGINAL DESCRIPTION CALLS FOR THE STATION TO BE
 AU2928'82 FEET FROM THE HIGH-WATER MARK OF BAYOU LOURSE, BUT AT THE
 AU2928'PRESENT TIME IT IS 125 FEET FROM THE NEAREST HIGH-WATER MARK
 AU2928'OF SAID BAYOU.
 AU2928
 AU2928                          STATION RECOVERY (1952)
 AU2928
 AU2928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2928'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2928'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2928'
 AU2928'STATION IS LOCATED ON THE W SIDE OF THE W ONE OF TWO ENTRANCES
 AU2928'TO PALMETTO BAYOU FROM OAKS BAY, ABOUT 500 FT. N OF THE POINT
 AU2928'AT THE MOUTH OF THE BAYOU, AND 2 FT. W OF A 4- BY 4-IN. WOODEN
 AU2928'WITNESS POST.  THE APPARENT SHORELINE OF PALMETTO BAYOU IS 119
 AU2928'FT. S 78 DEG E.  IT IS A STANDARD DISK,
 AU2928'STAMPED LOURSE 1934 AND SET IN THE TOP OF AN 8-IN. CONCRETE
 AU2928'MONUMENT PROJECTING 6 IN. ABOVE THE GROUND.
 AU2928'
 AU2928'REFERENCE MARK 1 IS 21.154 M. (69.40 FT.) FROM THE STATION
 AU2928'S 10 DEG 05 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU2928'IT IS A STANDARD DISK, STAMPED LOURSE 1934 AND SET IN THE TOP
 AU2928'OF AN 8-IN. CONCRETE MONUMENT PROJECTING 6 IN. ABOVE THE GROUND.
 AU2928'
 AU2928'REFERENCE MARK 2 IS 25.760 M. (84.51 FT.) FROM THE STATION
 AU2928'N 75 DEG 45 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU2928'IT IS A STANDARD DISK, STAMPED LOURSE 1934 AND SET IN THE TOP
 AU2928'OF AN 8-IN. CONCRETE MONUMENT PROJECTING 4 IN. ABOVE THE GROUND.
 AU2928
 AU2928                          STATION RECOVERY (1955)
 AU2928
 AU2928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AU2928'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 AU2928'FOUND IN GOOD CONDITION.  THE DISTANCE OF 125 FT. FROM THE
 AU2928'NEAREST HIGH WATER MARK, GIVEN BY THE SHELL OIL COMPANY IN ITS
 AU2928'1940 RECOVERY NOTE, WAS VERIFIED.  ALL MARKS ARE IN THE TOPS
 AU2928'OF TILES THAT PROJECTS 4 IN. ABOVE THE SURFACE OF THE GROUND.
 AU2928
 AU2928                          STATION RECOVERY (1966)
 AU2928
 AU2928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2928'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 AU2928'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 AU2928'A NEW AZIMUTH MARK WAS ESTABLISHED.  THE DIRECTION TO REFERENCE
 AU2928'MARKS 1 AND 2 DID NOT CHECK WITH ORIGINAL DESCRIPTION.  THE
 AU2928'DISTANCE TO REFERENCE MARK 2 DID NOT CHECK BUT THE DISTANCE
 AU2928'TO REFERENCE MARK 1 CHECKED.  DUE TO VARIOUS REASONS A COMPLETE
 AU2928'NEW DESCRIPTION FOLLOWS--
 AU2928'
 AU2928'STATION IS LOCATED ABOUT 10-1/2 MILES NORTHWEST OF GRAND ISLE,
 AU2928'5 MILES SOUTHWEST OF THE SOUTHWEST SIDE OF HACKBERRY BAY, ON
 AU2928'THE WEST SIDE OF THE WEST ONE OF TWO ENTRANCES TO PALMETTO
 AU2928'BAYOU FROM OAKS BAY AND ABOUT 500 FEET NORTH OF THE POINT AT
 AU2928'THE MOUTH OF THE BAYOU.
 AU2928'
 AU2928'STATION MARK, A STANDARD DISK STAMPED LOURSE 1934, IS SET
 AU2928'IN THE TOP OF CONCRETE CYLINDER WHICH PROJECTS ABOUT 2 INCHES.
 AU2928'THE MARK IS 135 FEET SOUTHWEST OF EDGE OF WATER, 112 FEET WEST
 AU2928'OF EDGE OF WATER, 1.8 FEET NORTHWEST OF WITNESS POST AND 1
 AU2928'FOOT SOUTHWEST OF 4 BY 4 WOODEN WITNESS POST.
 AU2928'
 AU2928'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED LOURSE 1934,
 AU2928'IS SET IN TOP OF CONCRETE CYLINDER WHICH PROJECTS ABOUT 4
 AU2928'INCHES.  THE MARK IS 68.4 FEET SOUTH OF WITNESS POST.
 AU2928'
 AU2928'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED LOURSE
 AU2928'1934, IS SET IN TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 AU2928'WITH SWAMP.  THE MARK IS 86.1 FEET WEST OF WITNESS POST.
 AU2928'
 AU2928'AZIMUTH MARK, A STANDARD DISK STAMPED LOURSE 1934 1966, IS
 AU2928'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32
 AU2928'FEET LONG WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE
 AU2928'WHICH PROJECTS ABOUT 3 FEET.  THE MARK IS 44 FEET NORTHEAST
 AU2928'OF EDGE OF WATER AND 1.2 FEET NORTHWEST OF WITNESS POST.
 AU2928'
 AU2928'HEIGHT OF LIGHT ABOVE STATION MARK 16 FEET.
 AU2928'
 AU2928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PARISH.
 AU2928'LA FOURCHE
 AU2928
 AU2928                          STATION RECOVERY (1984)
 AU2928
 AU2928'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (RS)
 AU2928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1023 ***********************************************************************
 AT1023  DESIGNATION -  LOUT 1955
 AT1023  PID         -  AT1023
 AT1023  STATE/COUNTY-  LA/PLAQUEMINES
 AT1023  USGS QUAD   -  PASS A LOUTRE EAST (1971)
 AT1023
 AT1023                         *CURRENT SURVEY CONTROL
 AT1023  ___________________________________________________________________
 AT1023* NAD 83(1992)-  29 11 19.73358(N)    089 05 19.30878(W)     ADJUSTED  
 AT1023* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1023  ___________________________________________________________________
 AT1023  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AT1023  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT1023
 AT1023  HORZ ORDER  -  THIRD
 AT1023
 AT1023.The horizontal coordinates were established by classical geodetic methods
 AT1023.and adjusted by the National Geodetic Survey in January 1993..
 AT1023
 AT1023.The orthometric height was scaled from a topographic map.
 AT1023
 AT1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1023
 AT1023.The geoid height was determined by GEOID03.
 AT1023
 AT1023;                    North         East     Units Scale Factor Converg.
 AT1023;SPC LA S     -    78,492.006 1,218,307.845   MT  1.00002539   +1 07 20.4
 AT1023;SPC LA S     -   257,519.19  3,997,064.99   sFT  1.00002539   +1 07 20.4
 AT1023;UTM  16      - 3,230,710.830   296,908.125   MT  1.00010899   -1 01 08.3
 AT1023
 AT1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1023!SPC LA S     -   1.00000378  x   1.00002539  =   1.00002917
 AT1023!UTM  16      -   1.00000378  x   1.00010899  =   1.00011277
 AT1023
 AT1023                          SUPERSEDED SURVEY CONTROL
 AT1023
 AT1023  NAD 83(1986)-  29 11 19.73595(N)    089 05 19.31986(W) AD(       ) 3
 AT1023  NAD 27      -  29 11 18.93700(N)    089 05 19.14800(W) AD(       ) 3
 AT1023
 AT1023.Superseded values are not recommended for survey control.
 AT1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1023.See file dsdata.txt to determine how the superseded data were derived.
 AT1023
 AT1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9690830711(NAD 83)
 AT1023_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT1023_SETTING: 0 = UNSPECIFIED SETTING
 AT1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1023
 AT1023  HISTORY     - Date     Condition        Report By
 AT1023  HISTORY     - 1955     MONUMENTED       LASCC
 AT1023  HISTORY     - 1959     GOOD             CGS
 AT1023
 AT1023                          STATION DESCRIPTION
 AT1023
 AT1023'DESCRIBED BY LA CONSERVATION COMM 1955 (NET)
 AT1023'ABOUT 17.0 MILES EAST SOUTHEAST FROM VENICE, ABOUT 10.2 MILES EAST
 AT1023'NORTHEAST FROM THE
 AT1023'HEAD OF THE PASSES, ON THE LEFT BANK OF THE PASS A
 AT1023'LOUTRE OF THE MISSISSIPPI RIVER, AT
 AT1023'THE HEAD OF CUSTOMHOUSE BAY,
 AT1023'ABOUT 210 METERS NORTH OF THE NORTH SHORE OF THE PASS
 AT1023'A LOUTRE, AT
 AT1023'THE JUNCTION OF FOUR BAYOUS, IN THE SOUTHWEST ANGLE OF THE JUNCTION,
 AT1023'20 METERS WEST OF
 AT1023'THE WEST EDGE OF A BAYOU LEADING INTO THE PASS A
 AT1023'LOUTRE, 16 METERS SOUTH OF THE SOUTH
 AT1023'EDGE OF A BAYOU RUNNING PARALLEL
 AT1023'TO THE PASS A LOUTRE, A STANDARD TOPOGRAPHIC DISK
 AT1023'STAMPED LOUT 1955
 AT1023'SET IN THE TOP OF AN 8-FOOT LENGTH OF 4-INCH FIBER SOIL PIPE
 AT1023'PROJECTING 2.5
 AT1023'FEET.  AT PRESENT THERE IS A 20-FOOT STAND ERECTED
 AT1023'OVER THE POINT BY LOCAL
 AT1023'SURVEYORS.
 AT1023
 AT1023                          STATION RECOVERY (1959)
 AT1023
 AT1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1023'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 AT1023'DESCRIPTION IS
 AT1023'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2318 ***********************************************************************
 CQ2318  DESIGNATION -  LOUTRE
 CQ2318  PID         -  CQ2318
 CQ2318  STATE/COUNTY-  LA/UNION
 CQ2318  USGS QUAD   -  FARMERVILLE (1988)
 CQ2318
 CQ2318                         *CURRENT SURVEY CONTROL
 CQ2318  ___________________________________________________________________
 CQ2318* NAD 83(1992)-  32 50 36.15166(N)    092 23 58.04288(W)     ADJUSTED  
 CQ2318* NAVD 88     -        73.844  (meters)     242.27   (feet)  ADJUSTED  
 CQ2318  ___________________________________________________________________
 CQ2318  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CQ2318  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ2318  DYNAMIC HT  -          73.764 (meters)     242.01  (feet)  COMP
 CQ2318  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CQ2318
 CQ2318  HORZ ORDER  -  SECOND
 CQ2318  VERT ORDER  -  SECOND    CLASS I
 CQ2318
 CQ2318.The horizontal coordinates were established by classical geodetic methods
 CQ2318.and adjusted by the National Geodetic Survey in September 1999..
 CQ2318
 CQ2318.The orthometric height was determined by differential leveling
 CQ2318.and adjusted by the National Geodetic Survey in June 1991..
 CQ2318
 CQ2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2318
 CQ2318.The geoid height was determined by GEOID03.
 CQ2318
 CQ2318.The dynamic height is computed by dividing the NAVD 88
 CQ2318.geopotential number by the normal gravity value computed on the
 CQ2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2318.degrees latitude (g = 980.6199 gals.).
 CQ2318
 CQ2318.The modeled gravity was interpolated from observed gravity values.
 CQ2318
 CQ2318;                    North         East     Units Scale Factor Converg.
 CQ2318;SPC LA N     -   259,838.738 1,009,413.116   MT  1.00004507   +0 03 11.4
 CQ2318;SPC LA N     -   852,487.59  3,311,716.20   sFT  1.00004507   +0 03 11.4
 CQ2318;UTM  15      - 3,634,083.489   556,199.623   MT  0.99963894   +0 19 32.6
 CQ2318
 CQ2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2318!SPC LA N     -   0.99999249  x   1.00004507  =   1.00003756
 CQ2318!UTM  15      -   0.99999249  x   0.99963894  =   0.99963144
 CQ2318
 CQ2318:                Primary Azimuth Mark                     Grid Az
 CQ2318:SPC LA N     -  FARMERVILLE S MUNICIPAL TANK             183 19 45.3
 CQ2318:UTM  15      -  FARMERVILLE S MUNICIPAL TANK             183 03 24.1
 CQ2318
 CQ2318|---------------------------------------------------------------------|
 CQ2318| PID    Reference Object                     Distance      Geod. Az  |
 CQ2318|                                                           dddmmss.s |
 CQ2318| CQ2712 FARMERVILLE S MUNICIPAL TANK        APPROX. 7.9 KM 1832256.7 |
 CQ2318| CQ2713 FARMERVILLE PARISH CTHSE TWR        APPROX. 7.7 KM 1835225.6 |
 CQ2318| CQ2714 FARMERVILLE N MUNICIPAL TANK        APPROX. 6.7 KM 1842401.2 |
 CQ2318| CY4932 LOUTRE RM 1                          28.627 METERS 22635     |
 CQ2318| CQ2319 LOUTRE RM 3                          31.190 METERS 24238     |
 CQ2318| CQ2892 WADE                                APPROX.12.9 KM 3093211.6 |
 CQ2318| CQ2317 LOUTRE RM 2                          34.375 METERS 33421     |
 CQ2318|---------------------------------------------------------------------|
 CQ2318
 CQ2318                          SUPERSEDED SURVEY CONTROL
 CQ2318
 CQ2318  NAD 83(1992)-  32 50 36.15772(N)    092 23 58.03967(W) AD(       ) 2
 CQ2318  NAD 83(1986)-  32 50 36.16484(N)    092 23 58.03423(W) AD(       ) 2
 CQ2318  NAD 27      -  32 50 35.67400(N)    092 23 57.51100(W) AD(       ) 2
 CQ2318  NGVD 29 (??/??/??)   73.925  (m)          242.54   (f) ADJUSTED    2 1
 CQ2318
 CQ2318.Superseded values are not recommended for survey control.
 CQ2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2318.See file dsdata.txt to determine how the superseded data were derived.
 CQ2318
 CQ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5620034083(NAD 83)
 CQ2318_MARKER: DS = TRIANGULATION STATION DISK
 CQ2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2318_STAMPING: LOUTRE 1952
 CQ2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2318
 CQ2318  HISTORY     - Date     Condition        Report By
 CQ2318  HISTORY     - 1952     MONUMENTED       CGS
 CQ2318  HISTORY     - 1973     GOOD             TSI
 CQ2318  HISTORY     - 1974     GOOD             LADTD
 CQ2318  HISTORY     - 1975     GOOD             NGS
 CQ2318
 CQ2318                          STATION DESCRIPTION
 CQ2318
 CQ2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2318'THE STATION IS IN SECTION 6, T 22 N, R 1 E, ABOUT 10 MILES
 CQ2318'SOUTHWEST OF MARION, 4 MILES NORTH OF FARMERVILLE, ON THE
 CQ2318'HIGHEST POINT OF A PINE TIMBERED RIDGE OWNED BY THE UNION
 CQ2318'LUMBER COMPANY, 34 FEET EAST OF THE CENTER OF STATE ROAD
 CQ2318'816, 27 FEET SOUTH OF A 30 INCH TRIANGLE BLAZED PINE TREE,
 CQ2318'AND 8 FEET WEST OF A WHITE 4 X 4 INCH WITNESS POST.
 CQ2318'
 CQ2318'TO REACH FROM THE FARMERVILLE COURT HOUSE, GO NORTH ON
 CQ2318'STATE ROAD 411 FOR 0.5 MILE TO THE POINT WHERE STATE HIGHWAY
 CQ2318'11 TURNS LEFT.  CONTINUE STRAIGHT AHEAD ON ROAD 411 FOR
 CQ2318'2.5 MILES TO A FORK.  BEAR RIGHT AND GO NORTH ON STATE ROAD
 CQ2318'816 FOR 1.6 MILES TO THE STATION ON THE RIGHT.
 CQ2318'
 CQ2318'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ2318'LOUTRE 1952.
 CQ2318'
 CQ2318'REFERENCE MARK 1 IS 28 FEET WEST OF THE CENTER OF STATE
 CQ2318'ROAD 816.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 CQ2318'LOUTRE NO 1 1952.
 CQ2318'
 CQ2318'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTER OF STATE
 CQ2318'ROAD 816.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ2318'LOUTRE NO 2 1952.
 CQ2318'
 CQ2318'THERE WAS NO PLACE VISIBLE FROM THE GROUND AT WHICH AN AZIMUTH
 CQ2318'MARK COULD BE ESTABLISHED.
 CQ2318'
 CQ2318'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CQ2318
 CQ2318                          STATION RECOVERY (1973)
 CQ2318
 CQ2318'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1973 (GWS)
 CQ2318'LOUTRE 1952 - GOOD
 CQ2318'
 CQ2318'LOUTRE NO 2 1952 - GOOD
 CQ2318'
 CQ2318'LOUTRE NO 1 1952 - DESTROYED
 CQ2318'
 CQ2318'REFERENCE MK 1 WAS FOUND DESTROYED LYING ON ITS SIDE.  METAL
 CQ2318'WITNESS POST PLACED 8 FT. EAST OF STATION
 CQ2318
 CQ2318                          STATION RECOVERY (1974)
 CQ2318
 CQ2318'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 CQ2318'4.9 MI N FROM FARMERVILLE.
 CQ2318'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2318'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2318'HIGHWAY 549 FOR 1.8 MILES AND THE MARK ON THE RIGHT, 34 FEET EAST OF
 CQ2318'THE CENTERLINE OF HIGHWAY 549, 123 FEET NORTHEAST OF A LOUISIANA
 CQ2318'DEPARTMENT OF HIGHWAY RIGHT OF WAY MARKER ON THE WEST SIDE OF HIGHWAY,
 CQ2318'91 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY 549 AND A GRAVELED
 CQ2318'DRIVE LEADING NORTHWEST, 102 FEET NORTHEAST OF R.M. 2, 16 FEET NORTH
 CQ2318'OF A TELEPHONE SPLICE BOX ON THE EAST SIDE OF HIGHWAY 549. IT IS 1
 CQ2318'FOOT EAST OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 CQ2318
 CQ2318                          STATION RECOVERY (1975)
 CQ2318
 CQ2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 CQ2318'THE STATION WAS VISITED 11-13-74 AND THE STATION AND REFERENCE
 CQ2318'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 CQ2318'1 WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED
 CQ2318'AT THIS DATE.  THERE WAS NO AZIMUTH MARK ESTABLISHED FOR
 CQ2318'THIS STATION.  THE MEASUREMENT TO REFERENCE MARK NO. 2
 CQ2318'FAILED TO CHECK BY .10 FOOT, THIS WAS CHECKED IN THE FIELD,
 CQ2318'NO APPARENT MOVEMENT WAS VISIBLE EITHER AT THE STATION OR
 CQ2318'THE REFERENCE MARK.  A NEW DESCRIPTION FOLLOWS--
 CQ2318'
 CQ2318'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF FARMERVILLE,
 CQ2318'ABOUT 10 MILES SOUTHWEST OF MARION, IN SEC. 6, T22N, R1E,
 CQ2318'ON THE RIGHT-OF-WAY OF LOUISIANA STATE HIGHWAY 549, AT THE
 CQ2318'SOUTH END OF A CURVE IN THE HIGHWAY.  IT IS 34 FEET EAST
 CQ2318'OF THE CENTER OF THE HIGHWAY, 16 FEET NORTH OF A TELEPHONE
 CQ2318'CABLE OUTLET, 105 FEET SOUTHWEST OF A POWER POLE, 1 FOOT
 CQ2318'EAST OF A METAL WITNESS POST AND 65 FEET EAST OF A POWER
 CQ2318'LINE.  IT IS A TRIANGULATION STATION DISK, STAMPED LOUTRE
 CQ2318'1952 FLUSH WITH THE GROUND.
 CQ2318'
 CQ2318'REFERENCE MARK NO. 2 IS 112.78 FEET NORTHWEST OF THE STATION.
 CQ2318'IT IS 32 FEET WEST OF THE CENTER OF THE HIGHWAY, 15 FEET
 CQ2318'NORTH OF A POWER POLE, 19 FEET EAST OF THE CENTER OF THE DRIVEWAY
 CQ2318'TO THE MR DEAN SAUSAGE PLANT, AND 1 FOOT SOUTHWEST OF A METAL
 CQ2318'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED LOUTRE
 CQ2318'NO 2 1952, PROJECTING 2 INCHES.
 CQ2318'
 CQ2318'REFERENCE MARK NO. 3 IS 102.33 FEET SOUTHWEST OF THE STATION.
 CQ2318'IT IS 51 FEET WEST OF THE CENTER OF THE HIGHWAY, 55 FEET
 CQ2318'NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 5 FEET NORTHEAST OF A
 CQ2318'2-FOOT PINE TREE, 88 FEET NORTH OF A POWER POLE, 19 FEET WEST OF
 CQ2318'A POWER LINE AND 1 FOOT WEST OF A METAL WITNESS POST.
 CQ2318'IT IS A REFERENCE MARK DISK STAMPED LOUTRE 1952 NO 3 1974
 CQ2318'
 CQ2318'TO REACH THE STATION FROM THE UNION COURTHOUSE IN FARMERVILLE,
 CQ2318'GO NORTH ON STATE HIGHWAY 15 FOR 3.0 MILES TO A FORK AND
 CQ2318'THE JUNCTION WITH STATE HIGHWAY 549.  TURN RIGHT AND GO
 CQ2318'NORTHERLY ON STATE HIGHWAY 549 FOR 1.6 MILES TO THE STATION
 CQ2318'ON THE RIGHT AND THE DRIVEWAY TO THE MR. DEANS SAUSAGE PLANT
 CQ2318'ON THE LEFT.
 CQ2318'
 CQ2318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 CQ2318'N. OF FARMERVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2317 ***********************************************************************
 CQ2317  DESIGNATION -  LOUTRE RM 2
 CQ2317  PID         -  CQ2317
 CQ2317  STATE/COUNTY-  LA/UNION
 CQ2317  USGS QUAD   -  FARMERVILLE (1988)
 CQ2317
 CQ2317                         *CURRENT SURVEY CONTROL
 CQ2317  ___________________________________________________________________
 CQ2317* NAD 83(1986)-  32 50 34.     (N)    092 23 57.     (W)     SCALED    
 CQ2317* NAVD 88     -        73.426  (meters)     240.90   (feet)  ADJUSTED  
 CQ2317  ___________________________________________________________________
 CQ2317  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ2317  DYNAMIC HT  -          73.345 (meters)     240.63  (feet)  COMP
 CQ2317  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CQ2317
 CQ2317  VERT ORDER  -  SECOND    CLASS I
 CQ2317
 CQ2317.The horizontal coordinates were scaled from a topographic map and have
 CQ2317.an estimated accuracy of +/- 6 seconds.
 CQ2317
 CQ2317.The orthometric height was determined by differential leveling
 CQ2317.and adjusted by the National Geodetic Survey in June 1991..
 CQ2317
 CQ2317.The geoid height was determined by GEOID03.
 CQ2317
 CQ2317.The dynamic height is computed by dividing the NAVD 88
 CQ2317.geopotential number by the normal gravity value computed on the
 CQ2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2317.degrees latitude (g = 980.6199 gals.).
 CQ2317
 CQ2317.The modeled gravity was interpolated from observed gravity values.
 CQ2317
 CQ2317;                    North         East    Units  Estimated Accuracy
 CQ2317;SPC LA N     -   259,770.    1,009,440.      MT  (+/- 180 meters Scaled)
 CQ2317
 CQ2317                          SUPERSEDED SURVEY CONTROL
 CQ2317
 CQ2317  NGVD 29 (??/??/??)   73.506  (m)          241.16   (f) ADJUSTED    2 1
 CQ2317
 CQ2317.Superseded values are not recommended for survey control.
 CQ2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2317.See file dsdata.txt to determine how the superseded data were derived.
 CQ2317
 CQ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS562340(NAD 83)
 CQ2317_MARKER: DR = REFERENCE MARK DISK
 CQ2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2317_STAMPING: LOUTRE NO. 2 1952
 CQ2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2317+STABILITY: SURFACE MOTION
 CQ2317
 CQ2317  HISTORY     - Date     Condition        Report By
 CQ2317  HISTORY     - 1952     MONUMENTED       CGS
 CQ2317  HISTORY     - 1974     GOOD             LADTD
 CQ2317
 CQ2317                          STATION DESCRIPTION
 CQ2317
 CQ2317'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2317'4.9 MI N FROM FARMERVILLE.
 CQ2317'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2317'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2317'HIGHWAY 549 FOR 1.8 MILES AND THE MARK ON THE LEFT, 113 FEET NORTHWEST
 CQ2317'OF TRIANGULATION STATION LOUTRE, 189 FEET SOUTHEAST OF THE SOUTHEAST
 CQ2317'CORNER OF DEANS SAUSAGE PLANT, 32 FEET WEST OF THE CENTERLINE OF
 CQ2317'LOUISIANA HIGHWAY 549, 19 FEET EAST OF THE CENTERLINE OF A DRIVEWAY
 CQ2317'LEADING NORTHWEST, 14 FEET NORTHEAST OF A POWER POLE. IT IS 1 FOOT
 CQ2317'WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 10 INCH ROUND
 CQ2317'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2319 ***********************************************************************
 CQ2319  DESIGNATION -  LOUTRE RM 3
 CQ2319  PID         -  CQ2319
 CQ2319  STATE/COUNTY-  LA/UNION
 CQ2319  USGS QUAD   -  FARMERVILLE (1988)
 CQ2319
 CQ2319                         *CURRENT SURVEY CONTROL
 CQ2319  ___________________________________________________________________
 CQ2319* NAD 83(1986)-  32 50 34.     (N)    092 23 57.     (W)     SCALED    
 CQ2319* NAVD 88     -        73.110  (meters)     239.86   (feet)  ADJUSTED  
 CQ2319  ___________________________________________________________________
 CQ2319  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ2319  DYNAMIC HT  -          73.030 (meters)     239.60  (feet)  COMP
 CQ2319  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CQ2319
 CQ2319  VERT ORDER  -  SECOND    CLASS I
 CQ2319
 CQ2319.The horizontal coordinates were scaled from a topographic map and have
 CQ2319.an estimated accuracy of +/- 6 seconds.
 CQ2319
 CQ2319.The orthometric height was determined by differential leveling
 CQ2319.and adjusted by the National Geodetic Survey in June 1991..
 CQ2319
 CQ2319.The geoid height was determined by GEOID03.
 CQ2319
 CQ2319.The dynamic height is computed by dividing the NAVD 88
 CQ2319.geopotential number by the normal gravity value computed on the
 CQ2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2319.degrees latitude (g = 980.6199 gals.).
 CQ2319
 CQ2319.The modeled gravity was interpolated from observed gravity values.
 CQ2319
 CQ2319;                    North         East    Units  Estimated Accuracy
 CQ2319;SPC LA N     -   259,770.    1,009,440.      MT  (+/- 180 meters Scaled)
 CQ2319
 CQ2319                          SUPERSEDED SURVEY CONTROL
 CQ2319
 CQ2319  NGVD 29 (??/??/??)   73.190  (m)          240.12   (f) ADJUSTED    2 1
 CQ2319
 CQ2319.Superseded values are not recommended for survey control.
 CQ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2319.See file dsdata.txt to determine how the superseded data were derived.
 CQ2319
 CQ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS562340(NAD 83)
 CQ2319_MARKER: DR = REFERENCE MARK DISK
 CQ2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2319_STAMPING: LOUTRE NO. 3 1974
 CQ2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2319+STABILITY: SURFACE MOTION
 CQ2319
 CQ2319  HISTORY     - Date     Condition        Report By
 CQ2319  HISTORY     - 1974     MONUMENTED       NGS
 CQ2319  HISTORY     - 1974     GOOD             LADTD
 CQ2319
 CQ2319                          STATION DESCRIPTION
 CQ2319
 CQ2319'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2319'4.9 MI N FROM FARMERVILLE.
 CQ2319'LOCATED 3.1 MILES NORTH ALONG LOUISIANA HIGHWAY 15 FROM THE UNION
 CQ2319'PARISH COURT HOUSE IN FARMERVILLE, THENCE NORTHEAST ALONG LOUISIANA
 CQ2319'HIGHWAY 549 FOR 1.8 MILES AND THE MARK ON THE LEFT, 55 FEET NORTHWEST
 CQ2319'OF A LOUISIANA DEPARTMENT OF HIGHWAY RIGHT OF WAY MARKER ON THE WEST
 CQ2319'SIDE OF HIGHWAY 549, 88 FEET NORTHWEST OF A POWER POLE, 51 FEET WEST
 CQ2319'OF THE CENTERLINE OF HIGHWAY 549, 24 FEET SOUTHEAST OF A 20 INCH PINE
 CQ2319'TREE, 5 FEET NORTH OF A 24 INCH PINE TREE, 102 FEET SOUTHWEST OF
 CQ2319'TRIANGULATION STATION LOUTRE.  IT IS 1 FOOT NORTHWEST OF A METAL
 CQ2319'WITNESS POST, SET IN TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE
 CQ2319'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0962 ***********************************************************************
 AT0962  DESIGNATION -  LOVE 1934
 AT0962  PID         -  AT0962
 AT0962  STATE/COUNTY-  LA/ST BERNARD
 AT0962  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0962
 AT0962                         *CURRENT SURVEY CONTROL
 AT0962  ___________________________________________________________________
 AT0962* NAD 83(1992)-  29 41 39.98425(N)    089 28 11.48606(W)     ADJUSTED  
 AT0962* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0962  ___________________________________________________________________
 AT0962  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AT0962  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AT0962
 AT0962  HORZ ORDER  -  THIRD
 AT0962
 AT0962.The horizontal coordinates were established by classical geodetic methods
 AT0962.and adjusted by the National Geodetic Survey in May 1994..
 AT0962
 AT0962.The orthometric height was scaled from a topographic map.
 AT0962
 AT0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0962
 AT0962.The geoid height was determined by GEOID03.
 AT0962
 AT0962;                    North         East     Units Scale Factor Converg.
 AT0962;SPC LA S     -   133,863.806 1,180,329.364   MT  0.99993996   +0 55 54.3
 AT0962;SPC LA S     -   439,184.84  3,872,463.92   sFT  0.99993996   +0 55 54.3
 AT0962;UTM  16      - 3,287,480.195   261,023.642   MT  1.00030470   -1 13 26.7
 AT0962
 AT0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0962!SPC LA S     -   1.00000396  x   0.99993996  =   0.99994392
 AT0962!UTM  16      -   1.00000396  x   1.00030470  =   1.00030866
 AT0962
 AT0962                          SUPERSEDED SURVEY CONTROL
 AT0962
 AT0962  NAD 83(1992)-  29 41 39.98576(N)    089 28 11.48555(W) AD(       ) 3
 AT0962  NAD 83(1986)-  29 41 39.99217(N)    089 28 11.48840(W) AD(       ) 3
 AT0962  NAD 27      -  29 41 39.24500(N)    089 28 11.29300(W) AD(       ) 3
 AT0962
 AT0962.Superseded values are not recommended for survey control.
 AT0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0962.See file dsdata.txt to determine how the superseded data were derived.
 AT0962
 AT0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6102487480(NAD 83)
 AT0962_MARKER: DS = TRIANGULATION STATION DISK
 AT0962_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0962_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0962
 AT0962  HISTORY     - Date     Condition        Report By
 AT0962  HISTORY     - 1934     MONUMENTED       CGS
 AT0962  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT0962
 AT0962                          STATION DESCRIPTION
 AT0962
 AT0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0962'STATION IS LOCATED ON THE MOST PROMINENT POINT ON THE E SHORE OF LAKE
 AT0962'MACHIAS.  IT IS ON
 AT0962'EXTREME W END OF POINT, 17 METERS SW OF BIGHT, AND
 AT0962'20 METERS N OF LAKE IN HARD MARSH.
 AT0962'
 AT0962'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0962'OF THE TOP OF A
 AT0962'TILE, WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0962'UPPER END OF A LONG WOODEN PILE
 AT0962'DRIVEN INTO THE MARSH.
 AT0962'
 AT0962'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE BLOCKS.
 AT0962'BOTH ARE IN HARD
 AT0962'MARSH, AND CAST AROUND CYPRESS PILINGS.
 AT0962'
 AT0962'REFERENCE MARK NO. 1 IS 16.42 METERS NE FROM STATION N 42 DEG E
 AT0962'MAGNETIC.
 AT0962'
 AT0962'REFERENCE MARK NO. 2 IS 12.77 METERS SE FROM STATION S 61 DEG W
 AT0962'MAGNETIC, AND
 AT0962'ABOUT 9 METERS FROM SHORE.
 AT0962'
 AT0962'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 22.20
 AT0962'METERS.
 AT0962'
 AT0962'TO REACH STATION GO BY BRETON SOUND, LAKE FORTUNA, LAKE MACHIAS TO
 AT0962'THE STATION.  GOOD
 AT0962'FOR A DRAFT OF 5 FEET UNDER ORDINARY CONDITIONS.
 AT0962
 AT0962                          STATION RECOVERY (1952)
 AT0962
 AT0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0962'STATION IS BELIEVED TO BE LOST.  THERE HAS BEEN CONSIDERABLE EROSION
 AT0962'AT SITE OF
 AT0962'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1395 ***********************************************************************
 AT1395  DESIGNATION -  LOWE 1
 AT1395  PID         -  AT1395
 AT1395  STATE/COUNTY-  LA/ST BERNARD
 AT1395  USGS QUAD   -  CHALMETTE (1994)
 AT1395
 AT1395                         *CURRENT SURVEY CONTROL
 AT1395  ___________________________________________________________________
 AT1395* NAD 83(1992)-  29 58 18.48513(N)    089 56 40.22935(W)     ADJUSTED  
 AT1395* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT1395  **This station is located in a subsidence area (see below).
 AT1395  ___________________________________________________________________
 AT1395  X           -       5,355.693 (meters)                     COMP
 AT1395  Y           -  -5,529,794.235 (meters)                     COMP
 AT1395  Z           -   3,167,653.530 (meters)                     COMP
 AT1395  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1395  ELLIP HEIGHT-         -25.49  (meters)          (01/21/03) GPS OBS
 AT1395  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AT1395  DYNAMIC HT  -           0.7   (meters)       2.    (feet)  COMP
 AT1395  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 AT1395
 AT1395  HORZ ORDER  -  FIRST
 AT1395  VERT ORDER  -  FIRST     CLASS II (See Below)
 AT1395  ELLP ORDER  -  FOURTH    CLASS II
 AT1395
 AT1395.The horizontal coordinates were established by GPS observations
 AT1395.and adjusted by the National Geodetic Survey in January 1993..
 AT1395
 AT1395 ** The orthometric height has not been validated since last determined
 AT1395 ** by differential leveling and should not be used for control purposes.
 AT1395 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1395 ** area with valid NAVD 88 orthometric heights.
 AT1395 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1395 ** epoch indicated which incorporates improved geoid heights for the
 AT1395 ** Southern Louisiana Subsidence area.
 AT1395 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1395.The orthometric height was scaled from a topographic map.
 AT1395.The vertical order pertains to the first NAVD 88 superseded value.
 AT1395
 AT1395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1395
 AT1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1395
 AT1395.The ellipsoidal height was determined by GPS observations
 AT1395.and is referenced to NAD 83.
 AT1395
 AT1395.The geoid height was determined by GEOID03.
 AT1395
 AT1395.The dynamic height is computed by dividing the NAVD 88
 AT1395.geopotential number by the normal gravity value computed on the
 AT1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1395.degrees latitude (g = 980.6199 gals.).
 AT1395
 AT1395.The modeled gravity was interpolated from observed gravity values.
 AT1395
 AT1395;                    North         East     Units Scale Factor Converg.
 AT1395;SPC LA S     -   163,952.992 1,134,027.227   MT  0.99992587   +0 41 39.9
 AT1395;SPC LA S     -   537,902.44  3,720,554.33   sFT  0.99992587   +0 41 39.9
 AT1395;UTM  16      - 3,319,310.159   215,865.654   MT  1.00059618   -1 28 19.2
 AT1395;UTM  15      - 3,319,590.686   794,848.897   MT  1.00067274   +1 31 39.2
 AT1395
 AT1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1395!SPC LA S     -   1.00000400  x   0.99992587  =   0.99992987
 AT1395!UTM  16      -   1.00000400  x   1.00059618  =   1.00060019
 AT1395!UTM  15      -   1.00000400  x   1.00067274  =   1.00067675
 AT1395
 AT1395                          SUPERSEDED SURVEY CONTROL
 AT1395
 AT1395  ELLIP H (01/21/93)  -25.47   (m)                       GP(       ) 4 2
 AT1395  NAD 83(1986)-  29 58 18.50102(N)    089 56 40.22664(W) AD(       ) 1
 AT1395  NAVD 88 (02/14/94)    0.735  (m)            2.41   (f) UNKNOWN     1 2
 AT1395  NGVD 29 (05/21/91)    0.795  (m)            2.61   (f) ADJUSTED    1 2
 AT1395
 AT1395.Superseded values are not recommended for survey control.
 AT1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1395.See file dsdata.txt to determine how the superseded data were derived.
 AT1395
 AT1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1586619310(NAD 83)
 AT1395_MARKER: DD = SURVEY DISK
 AT1395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT1395_SP_SET: METAL PIPE IMBEDDED IN GROUND
 AT1395_MARK LOGO: USE   
 AT1395_MAGNETIC: P = MARKER IS A STEEL PIPE
 AT1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1395+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AT1395
 AT1395  HISTORY     - Date     Condition        Report By
 AT1395  HISTORY     - UNK      MONUMENTED
 AT1395  HISTORY     - 19880920 GOOD             LADTD
 AT1395  HISTORY     - 19890120 GOOD
 AT1395  HISTORY     - 19901129 GOOD             NGS
 AT1395  HISTORY     - 19950119 GOOD             NGS
 AT1395  HISTORY     - 20060425 MARK NOT FOUND   NGS
 AT1395
 AT1395                          STATION DESCRIPTION
 AT1395
 AT1395'DESCRIBED BY LA TRANSP AND DEV 1988
 AT1395'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST OF DOWNTOWN NEW
 AT1395'ORLEANS, 4.8 KM (3.00 MI) NORTH-NORTHEAST OF CHALMETTE AND 4 KM
 AT1395'(2.50 MI) NORTH OF MERAUX.  OWNERSHIP--BLUE STREAK ENTERPRISES INC.,
 AT1395'7608 LAKE SHORE DRIVE, NEW ORLEANS, LOUISIANA.
 AT1395'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90 AND STATE
 AT1395'HIGHWAY 47 IN THE EAST EDGE OF NEW ORLEANS, GO SOUTH FOR 2.4 KM
 AT1395'(1.50 MI) ON HIGHWAY 47 TO THE CENTER OF THE INTRACOASTAL WATERWAY
 AT1395'BRIDGE, CONTINUE SOUTH FOR 4 KM (2.50 MI) ON HIGHWAY 47 TO A SIDE ROAD
 AT1395'LEFT AND SIGN GULF OUTLET MARINA.  TURN LEFT AND GO EAST FOR 0.4 KM
 AT1395'(0.25 MI) ON A PAVED ROAD TO THE STATION ON THE RIGHT.
 AT1395'THE STATION IS 77 M (252.6 FT) SOUTHEAST FROM TRIANGULATION STATION
 AT1395'STREAK, 32.9 M (107.9 FT) SOUTHWEST FROM A POWER POLE, 22.6 M
 AT1395'(74.1 FT) SOUTH-SOUTHWEST FROM A GATE POST, 11.9 M (39.0 FT) SOUTH
 AT1395'FROM THE SOUTH EDGE OF THE ROAD. 0.9 M (3.0 FT) NORTH FROM THE NORTH
 AT1395'EDGE OF A MARSH AND 0.3 M (1.0 FT) WEST FROM A FIBERGLASS WITNESS
 AT1395'POST.
 AT1395
 AT1395                          STATION RECOVERY (1989)
 AT1395
 AT1395'RECOVERED 1989
 AT1395'RECOVERED IN GOOD CONDITION.
 AT1395
 AT1395                          STATION RECOVERY (1990)
 AT1395
 AT1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AT1395'3.5 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 AT1395'STATE HIGHWAY 39 IN CHALMETTE, THENCE 0.4 KM (0.2 MI) EASTERLY ALONG
 AT1395'A PAVED ROAD, 100.8 M (330.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AT1395'A METAL BUILDING, 77.0 M (252.6 FT) SOUTHEAST OF TRIANGULATION
 AT1395'STATION STREAK, 31.8 M (104.3 FT) SOUTHWEST OF A UTILITY POLE WITH 2
 AT1395'TRANSFORMERS, 15.0 M (49.2 FT) SOUTH OF AND LEVEL WITH THE ROAD
 AT1395'CENTER, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND FLUSH WITH THE
 AT1395'GROUND SURFACE.  NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE DISK
 AT1395'WAS STAMPED LOWE 1, BUT IT IS UNSTAMPED.
 AT1395
 AT1395                          STATION RECOVERY (1995)
 AT1395
 AT1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AT1395'3.5 KM (2.15 MI) NORTHERLY ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 AT1395'STATE HIGHWAY 39 IN CHALMETTE, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG
 AT1395'MARINA ROAD, 57.8 M (189.6 FT) EAST-SOUTHEAST OF A UTILITY LIGHT POLE
 AT1395'WITH 2 TRANSFORMERS, 31.8 M (104.3 FT) SOUTHWEST OF A UTILITY LIGHT
 AT1395'POLE WITH 2 TRANSFORMERS, 14.9 M (48.9 FT) SOUTH-SOUTHEAST OF AND
 AT1395'LEVEL WITH THE ROAD CENTER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 AT1395'NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE DISK WAS STAMPED LOWE
 AT1395'1, BUT IT IS UNSTAMPED.
 AT1395
 AT1395                          STATION RECOVERY (2006)
 AT1395
 AT1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AT1395'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3120 ***********************************************************************
 AU3120  DESIGNATION -  LOWER VACHERIE WATER TANK
 AU3120  PID         -  AU3120
 AU3120  STATE/COUNTY-  LA/ST JAMES
 AU3120  USGS QUAD   -  LOWER VACHERIE (1980)
 AU3120
 AU3120                         *CURRENT SURVEY CONTROL
 AU3120  ___________________________________________________________________
 AU3120* NAD 83(1992)-  29 56 21.66010(N)    090 42 18.55683(W)     ADJUSTED  
 AU3120* NAVD 88     -                                                        
 AU3120  **This station is located in a subsidence area (see below).
 AU3120  ___________________________________________________________________
 AU3120  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AU3120  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU3120
 AU3120  HORZ ORDER  -  THIRD
 AU3120
 AU3120.The horizontal coordinates were established by classical geodetic methods
 AU3120.and adjusted by the National Geodetic Survey in January 1993..
 AU3120
 AU3120 ** The orthometric height has not been validated since last determined
 AU3120 ** by differential leveling and should not be used for control purposes.
 AU3120 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3120 ** area with valid NAVD 88 orthometric heights.
 AU3120 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3120 ** epoch indicated which incorporates improved geoid heights for the
 AU3120 ** Southern Louisiana Subsidence area.
 AU3120 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3120
 AU3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3120
 AU3120.The geoid height was determined by GEOID03.
 AU3120
 AU3120;                    North         East     Units Scale Factor Converg.
 AU3120;SPC LA S     -   159,709.967 1,060,642.672   MT  0.99992632   +0 18 50.8
 AU3120;SPC LA S     -   523,981.78  3,479,791.83   sFT  0.99992632   +0 18 50.8
 AU3120;UTM  15      - 3,314,279.438   721,496.921   MT  1.00020534   +1 08 44.8
 AU3120
 AU3120                          SUPERSEDED SURVEY CONTROL
 AU3120
 AU3120  NAD 83(1986)-  29 56 21.67804(N)    090 42 18.55800(W) AD(       ) 4
 AU3120  NAD 27      -  29 56 20.94145(N)    090 42 18.23274(W) AD(       ) 3
 AU3120
 AU3120.Superseded values are not recommended for survey control.
 AU3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3120.See file dsdata.txt to determine how the superseded data were derived.
 AU3120
 AU3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2149714279(NAD 83)
 AU3120_MARKER: 53 = ELEVATED TANK
 AU3120
 AU3120  HISTORY     - Date     Condition        Report By
 AU3120  HISTORY     - 1973     FIRST OBSERVED   NGS
 AU3120
 AU3120                          STATION DESCRIPTION
 AU3120
 AU3120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3120'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE LOWER VACHERIE,
 AU3120'ST. JAMES PARISH UTILITIES, WATER TANK THAT IS LOCATED ABOUT 4 MILES
 AU3120'SOUTH-SOUTHEAST OF VACHERIE AND NEAR THE JUNCTION OF STATE HIGHWAYS
 AU3120'20 AND 643.  IT IS SPHERICAL IN SHAPE, SUPPORTED BY FOUR TUBULAR
 AU3120'STEEL LEGS AND IS PAINTED ALUMINUM IN COLOR WITH VACHERIE IN BLACK
 AU3120'LETTERING.  THE OVERALL HEIGHT BEING 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9599 ***********************************************************************
 DH9599  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9599  DESIGNATION -  LOYOLA UNIVERSITY CORS ARP
 DH9599  CORS_ID     -  NOLA
 DH9599  PID         -  DH9599
 DH9599  STATE/COUNTY-  LA/ORLEANS
 DH9599  USGS QUAD   -  NEW ORLEANS EAST (1992)
 DH9599
 DH9599                         *CURRENT SURVEY CONTROL
 DH9599  ___________________________________________________________________
 DH9599* NAD 83(CORS)-  29 56 03.73286(N)    090 07 12.64688(W)     ADJUSTED  
 DH9599* NAVD 88     -                                                        
 DH9599  **This station is located in a subsidence area (see below).
 DH9599  ___________________________________________________________________
 DH9599  EPOCH DATE  -        2002.00
 DH9599  X           -     -11,603.305 (meters)                     COMP
 DH9599  Y           -  -5,531,878.357 (meters)                     COMP
 DH9599  Z           -   3,164,071.105 (meters)                     COMP
 DH9599  ELLIP HEIGHT-          -0.11  (meters)          (05/??/06) GPS OBS
 DH9599  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DH9599
 DH9599  HORZ ORDER  -  SPECIAL (CORS)
 DH9599  ELLP ORDER  -  SPECIAL (CORS)
 DH9599
 DH9599.ITRF positions are available for this station.
 DH9599.The coordinates were established by GPS observations
 DH9599.and adjusted by the National Geodetic Survey in May 2006..
 DH9599.The coordinates are valid at the epoch date displayed above.
 DH9599.The epoch date for horizontal control is a decimal equivalence
 DH9599.of Year/Month/Day.
 DH9599
 DH9599 ** The orthometric height has not been validated since last determined
 DH9599 ** by differential leveling and should not be used for control purposes.
 DH9599 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH9599 ** area with valid NAVD 88 orthometric heights.
 DH9599 ** The geoid height was determined by a new realization of GEOID03 for the
 DH9599 ** epoch indicated which incorporates improved geoid heights for the
 DH9599 ** Southern Louisiana Subsidence area.
 DH9599 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH9599
 DH9599.The PID for the CORS L1 Phase Center is DH9600.
 DH9599
 DH9599.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9599
 DH9599.The ellipsoidal height was determined by GPS observations
 DH9599.and is referenced to NAD 83.
 DH9599
 DH9599.The geoid height was determined by GEOID03.
 DH9599
 DH9599;                    North         East     Units Scale Factor Converg.
 DH9599;SPC LA S     -   159,611.744 1,117,118.820   MT  0.99992641   +0 36 23.7
 DH9599;SPC LA S     -   523,659.53  3,665,080.66   sFT  0.99992641   +0 36 23.7
 DH9599
 DH9599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9599!SPC LA S     -   1.00000002  x   0.99992641  =   0.99992643
 DH9599
 DH9599                          SUPERSEDED SURVEY CONTROL
 DH9599
 DH9599.No superseded survey control is available for this station.
 DH9599
 DH9599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7799415001(NAD 83)
 DH9599_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9599
 DH9599                          STATION DESCRIPTION
 DH9599
 DH9599'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9599'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9599'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9599'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9599'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9599'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9600 ***********************************************************************
 DH9600  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9600  DESIGNATION -  LOYOLA UNIVERSITY CORS L1 PHASE CENTER
 DH9600  CORS_ID     -  NOLA
 DH9600  PID         -  DH9600
 DH9600  STATE/COUNTY-  LA/ORLEANS
 DH9600  USGS QUAD   -  NEW ORLEANS EAST (1992)
 DH9600
 DH9600                         *CURRENT SURVEY CONTROL
 DH9600  ___________________________________________________________________
 DH9600* NAD 83(CORS)-  29 56 03.73287(N)    090 07 12.64686(W)     ADJUSTED  
 DH9600* NAVD 88     -                                                        
 DH9600  **This station is located in a subsidence area (see below).
 DH9600  ___________________________________________________________________
 DH9600  EPOCH DATE  -        2002.00
 DH9600  X           -     -11,603.304 (meters)                     COMP
 DH9600  Y           -  -5,531,878.418 (meters)                     COMP
 DH9600  Z           -   3,164,071.140 (meters)                     COMP
 DH9600  ELLIP HEIGHT-          -0.04  (meters)          (05/??/06) GPS OBS
 DH9600  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DH9600
 DH9600  HORZ ORDER  -  SPECIAL (CORS)
 DH9600  ELLP ORDER  -  SPECIAL (CORS)
 DH9600
 DH9600.ITRF positions are available for this station.
 DH9600.The coordinates were established by GPS observations
 DH9600.and adjusted by the National Geodetic Survey in May 2006..
 DH9600.The coordinates are valid at the epoch date displayed above.
 DH9600.The epoch date for horizontal control is a decimal equivalence
 DH9600.of Year/Month/Day.
 DH9600
 DH9600 ** The orthometric height has not been validated since last determined
 DH9600 ** by differential leveling and should not be used for control purposes.
 DH9600 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH9600 ** area with valid NAVD 88 orthometric heights.
 DH9600 ** The geoid height was determined by a new realization of GEOID03 for the
 DH9600 ** epoch indicated which incorporates improved geoid heights for the
 DH9600 ** Southern Louisiana Subsidence area.
 DH9600 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH9600
 DH9600.The PID for the CORS ARP is DH9599.
 DH9600
 DH9600.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9600
 DH9600.The ellipsoidal height was determined by GPS observations
 DH9600.and is referenced to NAD 83.
 DH9600
 DH9600.The geoid height was determined by GEOID03.
 DH9600
 DH9600;                    North         East     Units Scale Factor Converg.
 DH9600;SPC LA S     -   159,611.745 1,117,118.820   MT  0.99992641   +0 36 23.7
 DH9600;SPC LA S     -   523,659.53  3,665,080.66   sFT  0.99992641   +0 36 23.7
 DH9600
 DH9600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9600!SPC LA S     -   1.00000001  x   0.99992641  =   0.99992642
 DH9600
 DH9600                          SUPERSEDED SURVEY CONTROL
 DH9600
 DH9600.No superseded survey control is available for this station.
 DH9600
 DH9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7799415001(NAD 83)
 DH9600_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9600
 DH9600                          STATION DESCRIPTION
 DH9600
 DH9600'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9600'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9600'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9600'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9600'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9600'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9601 ***********************************************************************
 DH9601  DESIGNATION -  LOYOLA UNIVERSITY GRP
 DH9601  PID         -  DH9601
 DH9601  STATE/COUNTY-  LA/ORLEANS
 DH9601  USGS QUAD   -  NEW ORLEANS EAST (1992)
 DH9601
 DH9601                         *CURRENT SURVEY CONTROL
 DH9601  ___________________________________________________________________
 DH9601* NAD 83(CORS)-  29 56 03.73286(N)    090 07 12.64688(W)     ADJUSTED  
 DH9601* NAVD 88     -                                                        
 DH9601  **This station is located in a subsidence area (see below).
 DH9601  ___________________________________________________________________
 DH9601  EPOCH DATE  -        2002.00
 DH9601  X           -     -11,603.305 (meters)                     COMP
 DH9601  Y           -  -5,531,878.288 (meters)                     COMP
 DH9601  Z           -   3,164,071.065 (meters)                     COMP
 DH9601  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DH9601  ELLIP HEIGHT-          -0.19  (meters)          (05/??/06) GPS OBS
 DH9601  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DH9601
 DH9601  HORZ ORDER  -  A
 DH9601  ELLP ORDER  -  FOURTH    CLASS I
 DH9601
 DH9601.ITRF positions are available for this station.
 DH9601.The horizontal coordinates were established by GPS observations
 DH9601.and adjusted by the National Geodetic Survey in May 2006..
 DH9601.The horizontal coordinates are valid at the epoch date displayed above.
 DH9601.The epoch date for horizontal control is a decimal equivalence
 DH9601.of Year/Month/Day.
 DH9601
 DH9601 ** The orthometric height has not been validated since last determined
 DH9601 ** by differential leveling and should not be used for control purposes.
 DH9601 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH9601 ** area with valid NAVD 88 orthometric heights.
 DH9601 ** The geoid height was determined by a new realization of GEOID03 for the
 DH9601 ** epoch indicated which incorporates improved geoid heights for the
 DH9601 ** Southern Louisiana Subsidence area.
 DH9601 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH9601
 DH9601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9601
 DH9601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9601
 DH9601.The ellipsoidal height was determined by GPS observations
 DH9601.and is referenced to NAD 83.
 DH9601
 DH9601.The geoid height was determined by GEOID03.
 DH9601
 DH9601;                    North         East     Units Scale Factor Converg.
 DH9601;SPC LA S     -   159,611.744 1,117,118.820   MT  0.99992641   +0 36 23.7
 DH9601;SPC LA S     -   523,659.53  3,665,080.66   sFT  0.99992641   +0 36 23.7
 DH9601;UTM  15      - 3,315,001.159   777,993.765   MT  1.00055359   +1 26 16.7
 DH9601
 DH9601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9601!SPC LA S     -   1.00000003  x   0.99992641  =   0.99992644
 DH9601!UTM  15      -   1.00000003  x   1.00055359  =   1.00055362
 DH9601
 DH9601                          SUPERSEDED SURVEY CONTROL
 DH9601
 DH9601.No superseded survey control is available for this station.
 DH9601
 DH9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7799415001(NAD 83)
 DH9601_STAMPING: UNKNOWN
 DH9601'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NOLA'
 DH9601'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH9601'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9601'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9601'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9601'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH9601'
 DH9601' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5160 ***********************************************************************
 BJ5160  DESIGNATION -  LOZES SOILEAU FOOD CO TANK
 BJ5160  PID         -  BJ5160
 BJ5160  STATE/COUNTY-  LA/IBERIA
 BJ5160  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5160
 BJ5160                         *CURRENT SURVEY CONTROL
 BJ5160  ___________________________________________________________________
 BJ5160* NAD 83(1992)-  30 02 24.75059(N)    091 57 46.68794(W)     ADJUSTED  
 BJ5160* NAVD 88     -                                                        
 BJ5160  **This station is located in a subsidence area (see below).
 BJ5160  ___________________________________________________________________
 BJ5160  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5160  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ5160
 BJ5160  HORZ ORDER  -  THIRD
 BJ5160
 BJ5160.The horizontal coordinates were established by classical geodetic methods
 BJ5160.and adjusted by the National Geodetic Survey in January 1993..
 BJ5160
 BJ5160 ** The orthometric height has not been validated since last determined
 BJ5160 ** by differential leveling and should not be used for control purposes.
 BJ5160 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5160 ** area with valid NAVD 88 orthometric heights.
 BJ5160 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5160 ** epoch indicated which incorporates improved geoid heights for the
 BJ5160 ** Southern Louisiana Subsidence area.
 BJ5160 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5160
 BJ5160.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5160
 BJ5160.The geoid height was determined by GEOID03.
 BJ5160
 BJ5160;                    North         East     Units Scale Factor Converg.
 BJ5160;SPC LA S     -   170,890.132   939,278.115   MT  0.99992598   -0 18 53.4
 BJ5160;SPC LA S     -   560,662.04  3,081,614.95   sFT  0.99992598   -0 18 53.4
 BJ5160;UTM  15      - 3,323,693.782   599,981.650   MT  0.99972333   +0 31 09.1
 BJ5160
 BJ5160                          SUPERSEDED SURVEY CONTROL
 BJ5160
 BJ5160  NAD 83(1986)-  30 02 24.77089(N)    091 57 46.68205(W) AD(       ) 4
 BJ5160  NAD 27      -  30 02 24.03810(N)    091 57 46.24969(W) AD(       ) 3
 BJ5160
 BJ5160.Superseded values are not recommended for survey control.
 BJ5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5160.See file dsdata.txt to determine how the superseded data were derived.
 BJ5160
 BJ5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9998223694(NAD 83)
 BJ5160_MARKER: 51 = TANK
 BJ5160
 BJ5160  HISTORY     - Date     Condition        Report By
 BJ5160  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5160  HISTORY     - 19950430 GOOD             USPSQD
 BJ5160  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 BJ5160
 BJ5160                          STATION DESCRIPTION
 BJ5160
 BJ5160'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5160'THE BALL AT THE TOP CENTER OF THE SOILEAU FOOD COMPANY WATER TANK, IN
 BJ5160'THE SMALL VILLAGE OF LOZES AND ON THE WEST SIDE OF THE PLANT
 BJ5160'BUILDING.  THE TANK IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 BJ5160'THAT IS NOT PAINTED AND THE OVER-ALL HEIGHT IS 125 FEET.
 BJ5160
 BJ5160                          STATION RECOVERY (1995)
 BJ5160
 BJ5160'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5160'RECOVERED IN GOOD CONDITION.
 BJ5160
 BJ5160                          STATION RECOVERY (2004)
 BJ5160
 BJ5160'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BJ5160'COMPANY NAME CHANGED TO BRUCE FOODS. BUILDINGS NOW IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5163 ***********************************************************************
 BJ5163  DESIGNATION -  LOZES TV STA KLNI MAST
 BJ5163  PID         -  BJ5163
 BJ5163  STATE/COUNTY-  LA/LAFAYETTE
 BJ5163  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5163
 BJ5163                         *CURRENT SURVEY CONTROL
 BJ5163  ___________________________________________________________________
 BJ5163* NAD 83(1992)-  30 02 55.02146(N)    091 59 48.53818(W)     ADJUSTED  
 BJ5163* NAVD 88     -                                                        
 BJ5163  **This station is located in a subsidence area (see below).
 BJ5163  ___________________________________________________________________
 BJ5163  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ5163  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ5163
 BJ5163  HORZ ORDER  -  THIRD
 BJ5163
 BJ5163.The horizontal coordinates were established by classical geodetic methods
 BJ5163.and adjusted by the National Geodetic Survey in January 1993..
 BJ5163
 BJ5163 ** The orthometric height has not been validated since last determined
 BJ5163 ** by differential leveling and should not be used for control purposes.
 BJ5163 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5163 ** area with valid NAVD 88 orthometric heights.
 BJ5163 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5163 ** epoch indicated which incorporates improved geoid heights for the
 BJ5163 ** Southern Louisiana Subsidence area.
 BJ5163 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5163
 BJ5163.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5163
 BJ5163.The geoid height was determined by GEOID03.
 BJ5163
 BJ5163;                    North         East     Units Scale Factor Converg.
 BJ5163;SPC LA S     -   171,840.583   936,019.324   MT  0.99992609   -0 19 54.3
 BJ5163;SPC LA S     -   563,780.31  3,070,923.40   sFT  0.99992609   -0 19 54.3
 BJ5163;UTM  15      - 3,324,596.508   596,710.045   MT  0.99971539   +0 30 08.5
 BJ5163
 BJ5163                          SUPERSEDED SURVEY CONTROL
 BJ5163
 BJ5163  NAD 83(1986)-  30 02 55.04164(N)    091 59 48.53221(W) AD(       ) 4
 BJ5163  NAD 27      -  30 02 54.30716(N)    091 59 48.09623(W) AD(       ) 3
 BJ5163
 BJ5163.Superseded values are not recommended for survey control.
 BJ5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5163.See file dsdata.txt to determine how the superseded data were derived.
 BJ5163
 BJ5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9671024597(NAD 83)
 BJ5163_MARKER: 42 = RADIO/TV MAST
 BJ5163
 BJ5163  HISTORY     - Date     Condition        Report By
 BJ5163  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5163  HISTORY     - 19950306 GOOD             USPSQD
 BJ5163
 BJ5163                          STATION DESCRIPTION
 BJ5163
 BJ5163'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5163'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST OF THE KLNI
 BJ5163'TELEVISION STATION.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN
 BJ5163'CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS
 BJ5163'529 FEET HIGH.
 BJ5163'
 BJ5163'IT IS LOCATED 3-1/2 MILES SOUTH OF YOUNGSVILLE, 2 MILES
 BJ5163'WEST-NORTHWEST OF LOZES AND 0.8 MILE WEST OF STATE HIGHWAY 89.
 BJ5163
 BJ5163                          STATION RECOVERY (1995)
 BJ5163
 BJ5163'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0022 ***********************************************************************
 BW0022  DESIGNATION -  L=SOUTHWEST BASE
 BW0022  PID         -  BW0022
 BW0022  STATE/COUNTY-  LA/CONCORDIA
 BW0022  USGS QUAD   -  FORT ADAMS (1965)
 BW0022
 BW0022                         *CURRENT SURVEY CONTROL
 BW0022  ___________________________________________________________________
 BW0022* NAD 83(1986)-  31 02 32.     (N)    091 35 15.     (W)     SCALED    
 BW0022* NAVD 88     -        16.125  (meters)      52.90   (feet)  ADJUSTED  
 BW0022  ___________________________________________________________________
 BW0022  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BW0022  DYNAMIC HT  -          16.105 (meters)      52.84  (feet)  COMP
 BW0022  MODELED GRAV-     979,391.2   (mgal)                       NAVD 88
 BW0022
 BW0022  VERT ORDER  -  FIRST     CLASS I
 BW0022
 BW0022.The horizontal coordinates were scaled from a topographic map and have
 BW0022.an estimated accuracy of +/- 6 seconds.
 BW0022
 BW0022.The orthometric height was determined by differential leveling
 BW0022.and adjusted by the National Geodetic Survey in February 1994..
 BW0022
 BW0022.The geoid height was determined by GEOID03.
 BW0022
 BW0022.The dynamic height is computed by dividing the NAVD 88
 BW0022.geopotential number by the normal gravity value computed on the
 BW0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0022.degrees latitude (g = 980.6199 gals.).
 BW0022
 BW0022.The modeled gravity was interpolated from observed gravity values.
 BW0022
 BW0022;                    North         East    Units  Estimated Accuracy
 BW0022;SPC LA N     -    60,490.    1,087,110.      MT  (+/- 180 meters Scaled)
 BW0022
 BW0022                          SUPERSEDED SURVEY CONTROL
 BW0022
 BW0022  NAVD 88 (06/15/91)   16.150  (m)           52.99   (f) UNKNOWN     1 1
 BW0022  NGVD 29 (??/??/??)   16.102  (m)           52.83   (f) ADJUSTED    1 1
 BW0022
 BW0022.Superseded values are not recommended for survey control.
 BW0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0022.See file dsdata.txt to determine how the superseded data were derived.
 BW0022
 BW0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ347351(NAD 83)
 BW0022_MARKER: B = BOLT
 BW0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0022+STABILITY: SURFACE MOTION
 BW0022
 BW0022  HISTORY     - Date     Condition        Report By
 BW0022  HISTORY     - UNK      MONUMENTED       DOD
 BW0022  HISTORY     - 1966     GOOD             NGS
 BW0022  HISTORY     - 1976     GOOD             NGS
 BW0022
 BW0022                          STATION DESCRIPTION
 BW0022
 BW0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0022'6.2 MI NE FROM OLD RIVER LOCKS.
 BW0022'ABOUT 6.2 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT OLD
 BW0022'RIVER, IN SECTION 14, T 1 N, R 9 E, ABOUT 0.1 MILE NORTHEAST OF BENCH
 BW0022'MARK Y 253 1966, ABOUT 0.1 MILE NORTH OF A CATTLE GUARD, ABOUT 114
 BW0022'YARDS NORTH-NORTHEAST OF THE NORTH CORNER OF A LARGE CORRUGATED METAL
 BW0022'BUILDING, 292 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 186
 BW0022'FEET NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY FENCE, 188 FEET
 BW0022'SOUTHEAST OF A POWER POLE BEARING A METER AND A TRANSFORMER, 150 FEET
 BW0022'SOUTHWEST OF A POWER POLE, 120 FEET NORTHEAST OF A 23-INCH PECAN TREE,
 BW0022'2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 22 FEET BELOW THE
 BW0022'LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A LIMESTONE POST
 BW0022'WHICH PROJECTS ABOUT 6 INCHES.
 BW0022
 BW0022                          STATION RECOVERY (1976)
 BW0022
 BW0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0022'7.2 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0022'HIGHWAY 418 AT TORRAS, 0.1 MILE NORTHEAST OF A CATTLE GUARD, 114
 BW0022'YARDS NORTH-NORTHEAST OF THE NORTH CORNER OF A LARGE CORRUGATED METAL
 BW0022'HOUSE, 292 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 188 FT,
 BW0022'EAST OF A POWER LINE POLE WITH A METER AND TRANSFORMER, 150 FT.
 BW0022'SOUTHWEST OF A POWER LINE POLE, A COPPER BOLT IN TOP OF A LIMESTONE
 BW0022'POST THAT PROJECTS 1 FT. AND HAS THE NUMBER 1880 INSCRIBED ON THE
 BW0022'SOUTH SIDE AND THE LETTERS US ON THE NORTH SIDE OF THE LIMESTONE POST
 BW0022'NOTE-POST WAS FLUSH WITH GROUND IN 1934. PROJECTED 6 INCHES IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5321 ***********************************************************************
 BJ5321  CBN         -  This is a Cooperative Base Network Control Station.
 BJ5321  DESIGNATION -  LSU 1
 BJ5321  PID         -  BJ5321
 BJ5321  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5321  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5321
 BJ5321                         *CURRENT SURVEY CONTROL
 BJ5321  ___________________________________________________________________
 BJ5321* NAD 83(1992)-  30 24 26.70919(N)    091 10 48.91550(W)     ADJUSTED  
 BJ5321* NAVD 88     -        22.     (meters)      72.     (feet)  GPS OBS   
 BJ5321  ___________________________________________________________________
 BJ5321  X           -    -113,402.191 (meters)                     COMP
 BJ5321  Y           -  -5,504,362.798 (meters)                     COMP
 BJ5321  Z           -   3,209,404.348 (meters)                     COMP
 BJ5321  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5321  ELLIP HEIGHT-          -5.23  (meters)          (02/12/02) GPS OBS
 BJ5321  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5321
 BJ5321  HORZ ORDER  -  A
 BJ5321  ELLP ORDER  -  THIRD     CLASS I
 BJ5321
 BJ5321.The horizontal coordinates were established by GPS observations
 BJ5321.and adjusted by the National Geodetic Survey in September 1992..
 BJ5321
 BJ5321.The orthometric height was determined by GPS observations and a
 BJ5321.high-resolution geoid model.
 BJ5321.No vertical observational check was made to the station.
 BJ5321
 BJ5321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5321
 BJ5321.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5321
 BJ5321.The ellipsoidal height was determined by GPS observations
 BJ5321.and is referenced to NAD 83.
 BJ5321
 BJ5321.The geoid height was determined by GEOID03.
 BJ5321
 BJ5321;                    North         East     Units Scale Factor Converg.
 BJ5321;SPC LA S     -   211,438.078 1,014,708.593   MT  0.99995083   +0 04 35.5
 BJ5321;SPC LA S     -   693,693.09  3,329,089.78   sFT  0.99995083   +0 04 35.5
 BJ5321;UTM  15      - 3,365,337.424   674,803.347   MT  0.99997697   +0 55 16.6
 BJ5321
 BJ5321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5321!SPC LA S     -   1.00000082  x   0.99995083  =   0.99995165
 BJ5321!UTM  15      -   1.00000082  x   0.99997697  =   0.99997779
 BJ5321
 BJ5321                          SUPERSEDED SURVEY CONTROL
 BJ5321
 BJ5321  NAD 83(1992)-  30 24 26.72971(N)    091 10 48.91754(W) AD(       ) 1
 BJ5321  ELLIP H (09/04/92)   -5.16   (m)                       GP(       ) 3 1
 BJ5321
 BJ5321.Superseded values are not recommended for survey control.
 BJ5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5321.See file dsdata.txt to determine how the superseded data were derived.
 BJ5321
 BJ5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7480365337(NAD 83)
 BJ5321_MARKER: Z = SEE DESCRIPTION
 BJ5321_SETTING: 0 = UNSPECIFIED SETTING
 BJ5321_MARK LOGO: LASU  
 BJ5321_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ5321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5321+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1993
 BJ5321
 BJ5321  HISTORY     - Date     Condition        Report By
 BJ5321  HISTORY     - 1991     MONUMENTED       LASU
 BJ5321  HISTORY     - 19920316 GOOD
 BJ5321  HISTORY     - 19920326 GOOD
 BJ5321  HISTORY     - 19930430 GOOD             LASU
 BJ5321
 BJ5321                          STATION DESCRIPTION
 BJ5321
 BJ5321'DESCRIBED BY LOUISIANA STATE UNIVERSITY 1991
 BJ5321'THE STATION IS LOCATED ON THE ROOFTOP OF THE CENTER FOR ENGINEERING
 BJ5321'AND BUSINESS ADMINISTRATION (CEBA) BUILDING AT THE LOUISIANA STATE
 BJ5321'UNIVERSITY CAMPUS.  CONTACT--PROFESSOR GARY KELLY, DEPARTMENT OF
 BJ5321'CIVIL ENGINEERING, REMOTE SENSING AND IMAGERY LABORATORY, LOUISIANA
 BJ5321'STATE UNIVERSITY, BATON ROUGE, LOUISIANA 70803.  PHONE--504-388-8536
 BJ5321'OR 6834.
 BJ5321'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 110 AND
 BJ5321'GOVERNMENT STREET (STATE HIGHWAY 73) AT EXIT 1A IN BATON ROUGE, GO
 BJ5321'WEST ON GOVERNMENT STREET FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF ST.
 BJ5321'PHILIP STREET (STATE HIGHWAY 30).  TURN LEFT AND GO SOUTH ON ST.
 BJ5321'PHILIP STREET FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF NICHOLSON
 BJ5321'DRIVE, (STATE HIGHWAY 30).  CONTINUE SOUTHERLY ON NICHOLSON DRIVE FOR
 BJ5321'2.0 MI (3.2 KM) TO A FORK.  BEAR LEFT AND GO SOUTHEASTERLY ON
 BJ5321'NICHOLSON DRIVE EXTENSION FOR 0.4 MI (0.6 KM) TO THE CEBA BUILDING ON
 BJ5321'THE LEFT.
 BJ5321'THE STATION MARK IS THE TOP OF A 4-INCH DIAMETER STAINLESS STEEL
 BJ5321'PEDESTAL WITH A 5/8-INCH THREADED STUD.  THE PEDESTAL IS SET AT THE
 BJ5321'SOUTHWEST CORNER OF THE ROOFTOP, 30 FT (9.1 M) NORTH OF THE SOUTHERN
 BJ5321'EDGE OF THE ROOF, 10 FT (3.0 M) EAST OF THE WESTERN EDGE OF THE ROOF,
 BJ5321'10 FT (3.0 M) SOUTH OF THE SOUTH EDGE OF THE MOST SOUTHWESTERLY
 BJ5321'HALLWAY RECESSION AND PROJECTS 3.5 FT (1.1 M) ABOVE THE GRAVELED
 BJ5321'ROOFTOP, THE PEDESTAL IS ANCHORED TO THE CONCRETE ROOF AND A COPPER
 BJ5321'WEATHER SKIRT SURROUNDS THE BASE.
 BJ5321
 BJ5321                          STATION RECOVERY (1992)
 BJ5321
 BJ5321'RECOVERED 1992
 BJ5321'RECOVERED IN GOOD CONDITION.
 BJ5321
 BJ5321                          STATION RECOVERY (1992)
 BJ5321
 BJ5321'RECOVERED 1992
 BJ5321'RECOVERED IN GOOD CONDITION.
 BJ5321
 BJ5321                          STATION RECOVERY (1993)
 BJ5321
 BJ5321'RECOVERY NOTE BY LOUISIANA STATE UNIVERSITY 1993
 BJ5321'THE STATION IS LOCATED ON THE ROOFTOP OF THE CENTER FOR ENGINEERING
 BJ5321'AND BUSINESS ADMINISTRATION (CEBA) BUILDING AT THE LOUISIANA STATE
 BJ5321'UNIVERSITY CAMPUS.  CONTACT--PROFESSOR GARY KELLY, DEPARTMENT OF
 BJ5321'CIVIL ENGINEERING, REMOTE SENSING AND IMAGERY LABORATORY, LOUISIANA
 BJ5321'STATE UNIVERSITY, BATON ROUGE, LOUISIANA 70803.  PHONE--504-388-8536
 BJ5321'OR 6834.
 BJ5321'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 110 AND
 BJ5321'GOVERNMENT STREET (STATE HIGHWAY 73) AT EXIT 1A IN BATON ROUGE, GO
 BJ5321'WEST ON GOVERNMENT STREET FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF ST.
 BJ5321'PHILIP STREET (STATE HIGHWAY 30).  TURN LEFT AND GO SOUTH ON ST.
 BJ5321'PHILIP STREET FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF NICHOLSON
 BJ5321'DRIVE, (STATE HIGHWAY 30).  CONTINUE SOUTHERLY ON NICHOLSON DRIVE FOR
 BJ5321'2.0 MI (3.2 KM) TO A FORK.  BEAR LEFT AND GO SOUTHEASTERLY ON
 BJ5321'NICHOLSON DRIVE EXTENSION FOR 0.4 MI (0.6 KM) TO THE CEBA BUILDING ON
 BJ5321'THE LEFT.
 BJ5321'THE STATION MARK IS THE TOP OF A 4-INCH DIAMETER STAINLESS STEEL
 BJ5321'PEDESTAL WITH A 5/8-INCH THREADED STUD.  THE PEDESTAL IS SET AT THE
 BJ5321'SOUTHWEST CORNER OF THE ROOFTOP, 30 FT (9.1 M) NORTH OF THE SOUTHERN
 BJ5321'EDGE OF THE ROOF, 10 FT (3.0 M) EAST OF THE WESTERN EDGE OF THE ROOF,
 BJ5321'10 FT (3.0 M) SOUTH OF THE SOUTH EDGE OF THE MOST SOUTHWESTERLY
 BJ5321'HALLWAY RECESSION AND PROJECTS 3.5 FT (1.1 M) ABOVE THE GRAVELED
 BJ5321'ROOFTOP, THE PEDESTAL IS ANCHORED TO THE CONCRETE ROOF AND A COPPER
 BJ5321'WEATHER SKIRT SURROUNDS THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3309 ***********************************************************************
 AB3309  DESIGNATION -  LSU 1 CORS L1 PHASE CENTER
 AB3309  PID         -  AB3309
 AB3309  STATE/COUNTY-  LA/EAST BATON ROUGE
 AB3309  USGS QUAD   -  BATON ROUGE WEST (1995)
 AB3309
 AB3309                         *CURRENT SURVEY CONTROL
 AB3309  ___________________________________________________________________
 AB3309* NAD 83(1992)-  30 24 26.70902(N)    091 10 48.91586(W)     ADJUSTED  
 AB3309* NAVD 88     -        22.4    (meters)      73.     (feet)  GPS OBS   
 AB3309  ___________________________________________________________________
 AB3309  X           -    -113,402.204 (meters)                     COMP
 AB3309  Y           -  -5,504,362.938 (meters)                     COMP
 AB3309  Z           -   3,209,404.425 (meters)                     COMP
 AB3309  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AB3309  ELLIP HEIGHT-          -5.07  (meters)          (05/17/96) GPS OBS
 AB3309  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AB3309
 AB3309  HORZ ORDER  -  A
 AB3309  ELLP ORDER  -  FIRST     CLASS II
 AB3309
 AB3309.The horizontal coordinates were established by GPS observations
 AB3309.and adjusted by the National Geodetic Survey in May 1996..
 AB3309
 AB3309.The orthometric height was determined by GPS observations and a
 AB3309.high-resolution geoid model.
 AB3309
 AB3309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3309
 AB3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3309
 AB3309.The ellipsoidal height was determined by GPS observations
 AB3309.and is referenced to NAD 83.
 AB3309
 AB3309.The geoid height was determined by GEOID03.
 AB3309
 AB3309;                    North         East     Units Scale Factor Converg.
 AB3309;SPC LA S     -   211,438.073 1,014,708.584   MT  0.99995083   +0 04 35.5
 AB3309;SPC LA S     -   693,693.08  3,329,089.75   sFT  0.99995083   +0 04 35.5
 AB3309;UTM  15      - 3,365,337.418   674,803.338   MT  0.99997697   +0 55 16.6
 AB3309
 AB3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3309!SPC LA S     -   1.00000080  x   0.99995083  =   0.99995163
 AB3309!UTM  15      -   1.00000080  x   0.99997697  =   0.99997777
 AB3309
 AB3309                          SUPERSEDED SURVEY CONTROL
 AB3309
 AB3309.No superseded survey control is available for this station.
 AB3309
 AB3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7480365337(NAD 83)
 AB3309_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB3309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB3309_SP_SET: ROOFTOP
 AB3309_MARK LOGO: LASU  
 AB3309_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3309+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB3309
 AB3309  HISTORY     - Date     Condition        Report By
 AB3309  HISTORY     - 1991     MONUMENTED       LASU
 AB3309
 AB3309                          STATION DESCRIPTION
 AB3309
 AB3309'DESCRIBED BY LOUISIANA STATE UNIVERSITY 1991
 AB3309'L1 PHASE CENTER OF CORS STATION AT LOUISIANA STATE UNIVERSITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3819 ***********************************************************************
 DH3819  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3819  DESIGNATION -  LSU 39
 DH3819  PID         -  DH3819
 DH3819  STATE/COUNTY-  LA/CALCASIEU
 DH3819  USGS QUAD   -  LAKE CHARLES SW (1975)
 DH3819
 DH3819                         *CURRENT SURVEY CONTROL
 DH3819  ___________________________________________________________________
 DH3819* NAD 83(1992)-  30 00 32.37250(N)    093 07 43.37482(W)     ADJUSTED  
 DH3819* NAVD 88     -         1.59 **(meters)       5.2  **(feet)  GPS OBS(2004.65)
 DH3819  **This station is located in a subsidence area (see below).
 DH3819  ___________________________________________________________________
 DH3819  EPOCH DATE  -        2004.65
 DH3819  X           -    -301,699.682 (meters)                     COMP
 DH3819  Y           -  -5,519,496.726 (meters)                     COMP
 DH3819  Z           -   3,171,224.254 (meters)                     COMP
 DH3819  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DH3819  ELLIP HEIGHT-         -25.43  (meters)          (06/22/05) GPS OBS
 DH3819  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DH3819
 DH3819  HORZ ORDER  -  B
 DH3819  ELLP ORDER  -  FOURTH    CLASS I
 DH3819
 DH3819.The horizontal coordinates were established by GPS observations
 DH3819.and adjusted by the National Geodetic Survey in June 2005..
 DH3819.The horizontal coordinates are valid at the epoch date displayed above.
 DH3819.The epoch date for horizontal control is a decimal equivalence
 DH3819.of Year/Month/Day.
 DH3819
 DH3819 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3819 ** and geoid heights are valid at the date of observation. These heights
 DH3819 ** must always be validated when used as control.
 DH3819 ** The orthometric height was determined by GPS observations using
 DH3819 ** precise GPS observation and processing techniques and a new
 DH3819 ** realization of GEOID03. It supersedes the leveled height previously
 DH3819 ** determined for this station.
 DH3819 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3819 ** epoch indicated which incorporates improved geoid heights for the
 DH3819 ** Southern Louisiana Subsidence area.
 DH3819 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3819.The orthometric height was determined by GPS observations and a
 DH3819.high-resolution geoid model using precise GPS observation and
 DH3819.processing techniques.
 DH3819
 DH3819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3819
 DH3819.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3819
 DH3819.The ellipsoidal height was determined by GPS observations
 DH3819.and is referenced to NAD 83.
 DH3819
 DH3819.The geoid height was determined by GEOID03.
 DH3819
 DH3819;                    North         East     Units Scale Factor Converg.
 DH3819;SPC LA S     -   168,620.000   826,805.846   MT  0.99992575   -0 53 51.8
 DH3819;SPC LA S     -   553,214.12  2,712,612.18   sFT  0.99992575   -0 53 51.8
 DH3819;UTM  15      - 3,319,788.753   487,586.828   MT  0.99960190   -0 03 51.8
 DH3819
 DH3819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3819!SPC LA S     -   1.00000399  x   0.99992575  =   0.99992974
 DH3819!UTM  15      -   1.00000399  x   0.99960190  =   0.99960589
 DH3819
 DH3819                          SUPERSEDED SURVEY CONTROL
 DH3819
 DH3819.No superseded survey control is available for this station.
 DH3819
 DH3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8758719789(NAD 83)
 DH3819_MARKER: I = METAL ROD
 DH3819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH3819_STAMPING: LSU 39
 DH3819_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3819+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 DH3819
 DH3819  HISTORY     - Date     Condition        Report By
 DH3819  HISTORY     - UNK      MONUMENTED       LASU
 DH3819  HISTORY     - 20040501 GOOD             NGS
 DH3819
 DH3819                          STATION DESCRIPTION
 DH3819
 DH3819'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 DH3819'THE STATION IS LOCATED ABOUT 10.0 MI SOUTHEAST  OF GRAND LAKE ALONG
 DH3819'PARISH ROAD RIGHT OF WAY.
 DH3819' 
 DH3819'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 27 AND
 DH3819'384, ABOUT 10.0 MI SOUTHEAST  OF GRAND LAKE CHARLES, GO WEST FOR 2.5
 DH3819'MI ON HIGHWAY 384 TO THE INTERSECTION OF PARISH ROAD 444  (SWEET LAKE
 DH3819'CAMP ROAD) AT A POINT WHERE THE HIGHWAY TAKES A 90 DEGREE TURN TO THE
 DH3819'NORTH AND  THE STATION AHEAD IN A BARBED WIRE FENCE ROW.
 DH3819' 
 DH3819'THE STATION IS A PUNCH MARK IN THE TOP CENTER OF A STAINLESS STEEL ROD
 DH3819'DRIVEN TO AN  UNKNOWN DEPTH AND ENCASED IN A PVC PIPE WITH AN ALUMINUM
 DH3819'LOGO CAP.  LOCATED 32.0 FT WEST OF THE  CENTER OF PARISH ROAD 444, 32
 DH3819'FT SOUTH OF THE EXTENDED CENTER OF HIGHWAY 384, 1.0 FT WEST OF A
 DH3819'CARSONITE WITNESS POST, 1.0 FT SOUTHWEST OF THE SOUTH 1 OF 2 WOODEN
 DH3819'GATE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7992 ***********************************************************************
 DF7992  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7992  DESIGNATION -  LSU-ALEXANDRIA CORS ARP
 DF7992  CORS_ID     -  LSUA
 DF7992  PID         -  DF7992
 DF7992  STATE/COUNTY-  LA/RAPIDES
 DF7992  USGS QUAD   -  WOODWORTH EAST (1992)
 DF7992
 DF7992                         *CURRENT SURVEY CONTROL
 DF7992  ___________________________________________________________________
 DF7992* NAD 83(CORS)-  31 10 43.57792(N)    092 24 44.33576(W)     ADJUSTED  
 DF7992* NAVD 88     -                                                        
 DF7992  ___________________________________________________________________
 DF7992  EPOCH DATE  -        2002.00
 DF7992  X           -    -229,887.780 (meters)                     COMP
 DF7992  Y           -  -5,456,921.291 (meters)                     COMP
 DF7992  Z           -   3,282,870.248 (meters)                     COMP
 DF7992  ELLIP HEIGHT-           6.03  (meters)          (09/??/03) GPS OBS
 DF7992  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DF7992
 DF7992  HORZ ORDER  -  SPECIAL (CORS)
 DF7992  ELLP ORDER  -  SPECIAL (CORS)
 DF7992
 DF7992.ITRF positions are available for this station.
 DF7992.The coordinates were established by GPS observations
 DF7992.and adjusted by the National Geodetic Survey in September 2003..
 DF7992.The coordinates are valid at the epoch date displayed above.
 DF7992.The epoch date for horizontal control is a decimal equivalence
 DF7992.of Year/Month/Day.
 DF7992
 DF7992
 DF7992.The PID for the CORS L1 Phase Center is DF7993.
 DF7992
 DF7992.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7992
 DF7992.The ellipsoidal height was determined by GPS observations
 DF7992.and is referenced to NAD 83.
 DF7992
 DF7992.The geoid height was determined by GEOID03.
 DF7992
 DF7992;                    North         East     Units Scale Factor Converg.
 DF7992;SPC LA N     -    75,263.792 1,008,358.558   MT  0.99999728   +0 02 46.9
 DF7992;SPC LA N     -   246,927.96  3,308,256.37   sFT  0.99999728   +0 02 46.9
 DF7992
 DF7992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7992!SPC LA N     -   0.99999905  x   0.99999728  =   0.99999633
 DF7992
 DF7992                          SUPERSEDED SURVEY CONTROL
 DF7992
 DF7992.No superseded survey control is available for this station.
 DF7992
 DF7992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5599949563(NAD 83)
 DF7992_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7992
 DF7992                          STATION DESCRIPTION
 DF7992
 DF7992'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7992'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7992'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7992'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7992'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7992'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7993 ***********************************************************************
 DF7993  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7993  DESIGNATION -  LSU-ALEXANDRIA CORS L1 PHASE CENTER
 DF7993  CORS_ID     -  LSUA
 DF7993  PID         -  DF7993
 DF7993  STATE/COUNTY-  LA/RAPIDES
 DF7993  USGS QUAD   -  WOODWORTH EAST (1992)
 DF7993
 DF7993                         *CURRENT SURVEY CONTROL
 DF7993  ___________________________________________________________________
 DF7993* NAD 83(CORS)-  31 10 43.57794(N)    092 24 44.33575(W)     ADJUSTED  
 DF7993* NAVD 88     -                                                        
 DF7993  ___________________________________________________________________
 DF7993  EPOCH DATE  -        2002.00
 DF7993  X           -    -229,887.784 (meters)                     COMP
 DF7993  Y           -  -5,456,921.384 (meters)                     COMP
 DF7993  Z           -   3,282,870.305 (meters)                     COMP
 DF7993  ELLIP HEIGHT-           6.14  (meters)          (09/??/03) GPS OBS
 DF7993  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DF7993
 DF7993  HORZ ORDER  -  SPECIAL (CORS)
 DF7993  ELLP ORDER  -  SPECIAL (CORS)
 DF7993
 DF7993.ITRF positions are available for this station.
 DF7993.The coordinates were established by GPS observations
 DF7993.and adjusted by the National Geodetic Survey in September 2003..
 DF7993.The coordinates are valid at the epoch date displayed above.
 DF7993.The epoch date for horizontal control is a decimal equivalence
 DF7993.of Year/Month/Day.
 DF7993
 DF7993
 DF7993.The PID for the CORS ARP is DF7992.
 DF7993
 DF7993.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7993
 DF7993.The ellipsoidal height was determined by GPS observations
 DF7993.and is referenced to NAD 83.
 DF7993
 DF7993.The geoid height was determined by GEOID03.
 DF7993
 DF7993;                    North         East     Units Scale Factor Converg.
 DF7993;SPC LA N     -    75,263.792 1,008,358.558   MT  0.99999728   +0 02 46.9
 DF7993;SPC LA N     -   246,927.96  3,308,256.37   sFT  0.99999728   +0 02 46.9
 DF7993
 DF7993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7993!SPC LA N     -   0.99999904  x   0.99999728  =   0.99999632
 DF7993
 DF7993                          SUPERSEDED SURVEY CONTROL
 DF7993
 DF7993.No superseded survey control is available for this station.
 DF7993
 DF7993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5599949563(NAD 83)
 DF7993_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7993
 DF7993                          STATION DESCRIPTION
 DF7993
 DF7993'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7993'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7993'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7993'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7993'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7993'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2811 ***********************************************************************
 CQ2811  DESIGNATION -  LUBENIA
 CQ2811  PID         -  CQ2811
 CQ2811  STATE/COUNTY-  LA/OUACHITA
 CQ2811  USGS QUAD   -  CADEVILLE (1982)
 CQ2811
 CQ2811                         *CURRENT SURVEY CONTROL
 CQ2811  ___________________________________________________________________
 CQ2811* NAD 83(1992)-  32 28 25.90165(N)    092 21 26.45792(W)     ADJUSTED  
 CQ2811* NAVD 88     -        77.3    (meters)     254.     (feet)  VERTCON   
 CQ2811  ___________________________________________________________________
 CQ2811  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 CQ2811  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2811
 CQ2811  HORZ ORDER  -  FIRST
 CQ2811
 CQ2811.The horizontal coordinates were established by classical geodetic methods
 CQ2811.and adjusted by the National Geodetic Survey in January 1993..
 CQ2811
 CQ2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2811
 CQ2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2811
 CQ2811.The geoid height was determined by GEOID03.
 CQ2811
 CQ2811;                    North         East     Units Scale Factor Converg.
 CQ2811;SPC LA N     -   218,864.700 1,013,409.198   MT  0.99996172   +0 04 31.5
 CQ2811;SPC LA N     -   718,058.60  3,324,826.68   sFT  0.99996172   +0 04 31.5
 CQ2811;UTM  15      - 3,593,143.482   560,388.058   MT  0.99964497   +0 20 42.2
 CQ2811
 CQ2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2811!SPC LA N     -   0.99999190  x   0.99996172  =   0.99995362
 CQ2811!UTM  15      -   0.99999190  x   0.99964497  =   0.99963688
 CQ2811
 CQ2811|---------------------------------------------------------------------|
 CQ2811| PID    Reference Object                     Distance      Geod. Az  |
 CQ2811|                                                           dddmmss.s |
 CQ2811| CY4936 LUBENIA RM 1                         23.911 METERS 04128     |
 CQ2811| CQ2807 CROWELL                             APPROX. 7.6 KM 0975736.6 |
 CQ2811| CQ2822 CALHOUN LOOKOUT TOWER               APPROX. 4.0 KM 3010728.2 |
 CQ2811| CY4937 LUBENIA RM 2                         26.100 METERS 30206     |
 CQ2811|---------------------------------------------------------------------|
 CQ2811
 CQ2811                          SUPERSEDED SURVEY CONTROL
 CQ2811
 CQ2811  NAD 83(1986)-  32 28 25.91505(N)    092 21 26.44946(W) AD(       ) 1
 CQ2811  NAD 27      -  32 28 25.38264(N)    092 21 25.94223(W) AD(       ) 1
 CQ2811  NGVD 29 (07/19/86)   77.4    (m)          254.     (f) VERT ANG       
 CQ2811
 CQ2811.Superseded values are not recommended for survey control.
 CQ2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2811.See file dsdata.txt to determine how the superseded data were derived.
 CQ2811
 CQ2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6038893143(NAD 83)
 CQ2811_MARKER: DS = TRIANGULATION STATION DISK
 CQ2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2811
 CQ2811  HISTORY     - Date     Condition        Report By
 CQ2811  HISTORY     - 1971     MONUMENTED       NGS
 CQ2811
 CQ2811                          STATION DESCRIPTION
 CQ2811
 CQ2811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2811'THE STATION IS ABOUT 5-1/2 MILES EAST-NORTHEAST OF CARTWRIGHT,
 CQ2811'4-1/2 MILES WEST-NORTHWEST OF HUMBLE BRIDGE, 3-1/2 MILES
 CQ2811'SOUTH-SOUTHEAST OF CALHOUN AND 3 MILES NORTH-NORTHWEST OF
 CQ2811'CADEVILLE.  IT IS IN A SMALL CLEARING ON TOP OF A KNOLL THAT IS
 CQ2811'ABOUT THE CENTER OF SECTION 10, T 17 N, R 1 E, AND ON PROPERTY
 CQ2811'OWNED BY MR. LEROY CALDWELL, ROUTE 1 BOX 177, CALHOUN, LOUISIANA,
 CQ2811'71225.
 CQ2811'
 CQ2811'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CQ2811'STATE HIGHWAY 151 THAT IS IN THE VILLAGE OF CALHOUN, GO SOUTHERLY
 CQ2811'ON STATE HIGHWAY 151 FOR 0.45 MILE TO THE JUNCTION OF STATE
 CQ2811'HIGHWAY 144, CONTINUE SOUTHERLY ON STATE HIGHWAY 151 FOR 2.2
 CQ2811'MILES TO THE INTERSECTION OF 5 ROADS.  TURN RIGHT AND GO WEST ON
 CQ2811'LUBENIA ROAD FOR 0.4 MILE TO A TRACK ROAD AND WIRE GATE ON THE
 CQ2811'LEFT, TURN LEFT PASSING THRU GATE AND GO SOUTHEAST 0.05 MILE TO
 CQ2811'THE TOP OF KNOLL AND STATION AS DESCRIBED.
 CQ2811'
 CQ2811'STATION MARKS ARE STANDARD DISKS STAMPED LUBENIA 1971.  THE
 CQ2811'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2811'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 CQ2811'IS 46 FEET SOUTHWEST OF TRACK ROAD, 34.5 FEET NORTH OF A 5 INCH
 CQ2811'PINE TREE, 30 FEET SOUTH-SOUTHEAST OF A TRACK ROAD AND 5 FEET
 CQ2811'NORTH-NORTHEAST OF METAL WITNESS POST WITH SIGN ATTACHED.  THE
 CQ2811'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2811'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2811'
 CQ2811'REFERENCE MARK 1, A STANDARD DISK STAMPED LUBENIA NO 1 1971,
 CQ2811'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2811'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET
 CQ2811'EAST OF AN 8 INCH OAK TREE, 18.5 FEET SOUTH OF A 6 INCH PINE TREE
 CQ2811'AND 11.5 FEET NORTHWEST OF THE APPROXIMATE CENTER OF TRACK ROAD.
 CQ2811'
 CQ2811'REFERENCE MARK 2, A STANDARD DISK STAMPED LUBENIA NO 2 1971, IS
 CQ2811'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2811'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 26 FEET WEST
 CQ2811'OF A 6 INCH GUM TREE, 26 FEET NORTHEAST OF AN 8 INCH OAK TREE
 CQ2811'AND 13 FEET SOUTH OF THE APPROXIMATE CENTER OF TRACK ROAD.
 CQ2811'
 CQ2811'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 CQ2811'
 CQ2811'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3148 ***********************************************************************
 CQ3148  DESIGNATION -  LUCAS
 CQ3148  PID         -  CQ3148
 CQ3148  STATE/COUNTY-  LA/CADDO
 CQ3148  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3148
 CQ3148                         *CURRENT SURVEY CONTROL
 CQ3148  ___________________________________________________________________
 CQ3148* NAD 83(1992)-  32 24 02.18374(N)    093 41 27.76437(W)     ADJUSTED  
 CQ3148* NAVD 88     -        52.8    (meters)     173.     (feet)  VERTCON   
 CQ3148  ___________________________________________________________________
 CQ3148  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 CQ3148  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3148
 CQ3148  HORZ ORDER  -  SECOND
 CQ3148
 CQ3148.The horizontal coordinates were established by classical geodetic methods
 CQ3148.and adjusted by the National Geodetic Survey in January 1993..
 CQ3148
 CQ3148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3148
 CQ3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3148
 CQ3148.The geoid height was determined by GEOID03.
 CQ3148
 CQ3148;                    North         East     Units Scale Factor Converg.
 CQ3148;SPC LA N     -   211,348.383   887,954.288   MT  0.99995015   -0 37 46.9
 CQ3148;SPC LA N     -   693,398.82  2,913,230.03   sFT  0.99995015   -0 37 46.9
 CQ3148;UTM  15      - 3,585,051.325   435,011.766   MT  0.99965208   -0 22 13.1
 CQ3148
 CQ3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3148!SPC LA N     -   0.99999578  x   0.99995015  =   0.99994593
 CQ3148!UTM  15      -   0.99999578  x   0.99965208  =   0.99964786
 CQ3148
 CQ3148|---------------------------------------------------------------------|
 CQ3148| PID    Reference Object                     Distance      Geod. Az  |
 CQ3148|                                                           dddmmss.s |
 CQ3148| CQ3147 LUCAS RM 2                           28.925 METERS 00223     |
 CQ3148| CQ3144 COWLEY                              APPROX. 6.0 KM 0434311.2 |
 CQ3148| CX6692 LUCAS RM 1                           12.802 METERS 27527     |
 CQ3148| CX6691 LUCAS AZ MK                                        3194423.0 |
 CQ3148|---------------------------------------------------------------------|
 CQ3148
 CQ3148                          SUPERSEDED SURVEY CONTROL
 CQ3148
 CQ3148  NAD 83(1986)-  32 24 02.19506(N)    093 41 27.75423(W) AD(       ) 2
 CQ3148  NAD 27      -  32 24 01.63713(N)    093 41 27.11416(W) AD(       ) 2
 CQ3148  NGVD 29 (07/19/86)   52.9    (m)          174.     (f) VERT ANG       
 CQ3148
 CQ3148.Superseded values are not recommended for survey control.
 CQ3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3148.See file dsdata.txt to determine how the superseded data were derived.
 CQ3148
 CQ3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3501285051(NAD 83)
 CQ3148_MARKER: DD = SURVEY DISK
 CQ3148_SETTING: 0 = UNSPECIFIED SETTING
 CQ3148
 CQ3148  HISTORY     - Date     Condition        Report By
 CQ3148  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3148  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 CQ3148  HISTORY     - 19941023 MARK NOT FOUND   USPSQD
 CQ3148  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ3148
 CQ3148                          STATION DESCRIPTION
 CQ3148
 CQ3148'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3148'THE STATION IS LOCATED 3.4 MILES SOUTHEAST OF JUNCTION LA
 CQ3148'511 AND STATE HIGHWAY 1 AND 0.2 MILE EAST OF JUNCTION LA
 CQ3148'526 - STATE HIGHWAY 1 AND ON PROPERTY OWNED BY LEVEE BOARD.  IT
 CQ3148'IS 70.0 FEET EAST OF CENTER OF RIVER ROAD ALONG LEVEE, 47.60
 CQ3148'FEET EAST OF WITNESS POST IN FENCE AT TOE OF LEVEE, 14.50 FEET
 CQ3148'SOUTHWEST OF CONCRETE FOUNDATION OF SEWER LIFT, 97.50 FEET SOUTH
 CQ3148'OF VENT PIPE, AND 110.0 FEET SOUTH OF GATE ON TOP OF
 CQ3148'LEVEE.  STATION IS ON A PROJECTION OF STATE HIGHWAY 526 TO
 CQ3148'LEVEE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S.
 CQ3148'COAST AND GEODETIC SURVEY DISK, STAMPED LUCAS 1969 FLUSH WITH
 CQ3148'THE SURFACE OF THE GROUND.
 CQ3148'
 CQ3148'REFERENCE MARK NO. 1 IS 41.99 FEET WEST OF THE STATION.  IT IS
 CQ3148'27.20 FEET EAST OF CENTER OF RIVER ROAD ALONG LEVEE, 4.50
 CQ3148'FEET EAST OF WITNESS POST, 3.50 FEET EAST OF FENCE AT TOE OF
 CQ3148'LEVEE, 108 FEET SOUTH OF FENCE LEADING EAST ACROSS LEVEE, 114.0
 CQ3148'FEET SOUTH-SOUTHEAST OF PROJECTION OF STATE HIGHWAY 526, 37.0
 CQ3148'FEET WEST OF CENTER OF LEVEE.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3148'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 CQ3148'R.M. NO. 1 LUCAS 1969, PROJECTING 2 INCHES.
 CQ3148'
 CQ3148'REFERENCE MARK NO. 2 IS 94.91 FEET NORTH OF THE STATION.  IT
 CQ3148'IS 16.40 FEET SOUTH OF FENCE ACROSS LEVEE, 8.50 FEET
 CQ3148'WEST-SOUTHWEST OF VENT PIPE TO SEWER LIFT, 21.30 FEET NORTHWEST
 CQ3148'OF CONCRETE FOUNDATION TO SEWER LIFT, 62.50 FEET EAST OF CENTER
 CQ3148'OF RIVER ROAD ALONG LEVEE, 4.00 FEET WEST OF CENTER OF LEVEE,
 CQ3148'104.0 FEET NORTH-NORTHEAST OF WITNESS POST, AND 41.0 FEET EAST
 CQ3148'OF FENCE ALONG ROAD AND LEVEE.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3148'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M.
 CQ3148'NO. 2 LUCAS 1969, FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3148'
 CQ3148'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS
 CQ3148'101.69 FEET.
 CQ3148'
 CQ3148'THE AZIMUTH MARK IS 0.52 MILE NORTHWEST OF THE STATION.  IT IS
 CQ3148'2.00 FEET SOUTHEAST OF WITNESS POST, 1.60 FEET SOUTHWEST OF
 CQ3148'FENCE, 6.20 FEET WEST-NORTHWEST OF NORTH END OF GATE, 20.90
 CQ3148'FEET NORTHEAST OF NORTH END OF SIDE DRAIN AND 67.20 FEET
 CQ3148'EAST-NORTHEAST OF CENTER OF NORTH BOUND LANE OF STATE HIGHWAY 1.
 CQ3148'
 CQ3148'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST FROM
 CQ3148'RIVER ROAD ON STATE HIGHWAY 526 FOR APPROXIMATELY 0.2 MILE TO
 CQ3148'INTERSECTION WITH STATE HIGHWAY 1, THEN DRIVE NORTH ON STATE
 CQ3148'HIGHWAY 1 FOR 0.52 MILE TO MARK SET ON RIGHT NORTH OF GATE.  MARK
 CQ3148'IS IN HIGHWAY (RIGHT OF WAY).  IT IS A LOUISIANA DEPARTMENT OF
 CQ3148'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK, STAMPED
 CQ3148'AZ.MK. LUCAS 1969, PROJECTING 2 INCHES.
 CQ3148'
 CQ3148'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1
 CQ3148'AND STATE HIGHWAY 511 IN SOUTH SHREVEPORT, FOLLOW STATE HIGHWAY
 CQ3148'1 SOUTH FOR 3.4 MILES TO INTERSECTION WITH STATE HIGHWAY 526,
 CQ3148'THEN TURN LEFT ON STATE HIGHWAY 526 AND GO APPROXIMATELY 0.2
 CQ3148'MILE TO LEVEE.  STATION IS SET ON TOP OF LEVEE NEAR SEWER LIFT.
 CQ3148'
 CQ3148'CUT IN CHURCH STEEPLE IN DOWNTOWN SHREVEPORT, FIRST BAPTIST
 CQ3148'CHURCH ON TEXAS AVENUE.
 CQ3148
 CQ3148                          STATION RECOVERY (1976)
 CQ3148
 CQ3148'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (TB)
 CQ3148'LUCAS BELIEVE DESTROYED OR COVERED.
 CQ3148'
 CQ3148'LUCAS RM 1 RECOVERED FAIR.
 CQ3148'
 CQ3148'LUCAS AZ. MK RECOVERED GOOD.
 CQ3148'
 CQ3148'NO DESCRIPTION AVAILABLE, ARROW ON RM POINTS TO AREA ON LEVEE
 CQ3148'IN CONSTRUCTION.
 CQ3148'
 CQ3148'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH OF SHREVEPORT.
 CQ3148
 CQ3148                          STATION RECOVERY (1994)
 CQ3148
 CQ3148'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3148'MARK NOT FOUND.
 CQ3148
 CQ3148                          STATION RECOVERY (1999)
 CQ3148
 CQ3148'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1806 ***********************************************************************
 CQ1806  DESIGNATION -  LUCAS BOLT
 CQ1806  PID         -  CQ1806
 CQ1806  STATE/COUNTY-  LA/CADDO
 CQ1806  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1806
 CQ1806                         *CURRENT SURVEY CONTROL
 CQ1806  ___________________________________________________________________
 CQ1806* NAD 83(1986)-  32 24 01.     (N)    093 41 30.     (W)     SCALED    
 CQ1806* NAVD 88     -        48.12   (+/-2cm)     157.9    (feet)  VERTCON   
 CQ1806  ___________________________________________________________________
 CQ1806  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1806
 CQ1806  VERT ORDER  -  ? (See Below)
 CQ1806
 CQ1806.The horizontal coordinates were scaled from a topographic map and have
 CQ1806.an estimated accuracy of +/- 6 seconds.
 CQ1806
 CQ1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1806.The vertical order pertains to the NGVD 29 superseded value.
 CQ1806
 CQ1806.The geoid height was determined by GEOID03.
 CQ1806
 CQ1806;                    North         East    Units  Estimated Accuracy
 CQ1806;SPC LA N     -   211,310.      887,900.      MT  (+/- 180 meters Scaled)
 CQ1806
 CQ1806                          SUPERSEDED SURVEY CONTROL
 CQ1806
 CQ1806  NGVD 29 (??/??/??)   48.192  (m)          158.11   (f) ADJUSTED    ?  
 CQ1806
 CQ1806.Superseded values are not recommended for survey control.
 CQ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1806.See file dsdata.txt to determine how the superseded data were derived.
 CQ1806
 CQ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR349850(NAD 83)
 CQ1806_MARKER: B = BOLT
 CQ1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1806_SP_SET: STONE
 CQ1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1806+STABILITY: SURFACE MOTION
 CQ1806
 CQ1806  HISTORY     - Date     Condition        Report By
 CQ1806  HISTORY     - UNK      MONUMENTED       DOD
 CQ1806  HISTORY     - 1943     MARK NOT FOUND   CGS
 CQ1806  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1806
 CQ1806                          STATION DESCRIPTION
 CQ1806
 CQ1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1806'IN LUCAS.
 CQ1806'AT LUCAS, CADDO PARISH, 20 FEET EAST OF THE NORTHEAST CORNER OF THE
 CQ1806'TEXAS AND PACIFIC RAILWAY STATION, AT A ROAD INTERSECTION, 80 FEET
 CQ1806'WEST OF THE CENTERLINE OF STATE HIGHWAY 20, AND 70 FEET SOUTH OF THE
 CQ1806'CENTERLINE OF FORBING ROAD.  A COPPER BOLT, SET IN THE TOP OF A STONE
 CQ1806'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ1806'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1806
 CQ1806                          STATION RECOVERY (1969)
 CQ1806
 CQ1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1807 ***********************************************************************
 CQ1807  DESIGNATION -  LUCAS CAP
 CQ1807  PID         -  CQ1807
 CQ1807  STATE/COUNTY-  LA/CADDO
 CQ1807  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1807
 CQ1807                         *CURRENT SURVEY CONTROL
 CQ1807  ___________________________________________________________________
 CQ1807* NAD 83(1986)-  32 24 01.     (N)    093 41 30.     (W)     SCALED    
 CQ1807* NAVD 88     -        49.35   (+/-2cm)     161.9    (feet)  VERTCON   
 CQ1807  ___________________________________________________________________
 CQ1807  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1807
 CQ1807  VERT ORDER  -  ? (See Below)
 CQ1807
 CQ1807.The horizontal coordinates were scaled from a topographic map and have
 CQ1807.an estimated accuracy of +/- 6 seconds.
 CQ1807
 CQ1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1807.The vertical order pertains to the NGVD 29 superseded value.
 CQ1807
 CQ1807.The geoid height was determined by GEOID03.
 CQ1807
 CQ1807;                    North         East    Units  Estimated Accuracy
 CQ1807;SPC LA N     -   211,310.      887,900.      MT  (+/- 180 meters Scaled)
 CQ1807
 CQ1807                          SUPERSEDED SURVEY CONTROL
 CQ1807
 CQ1807  NGVD 29 (??/??/??)   49.418  (m)          162.13   (f) ADJUSTED    ?  
 CQ1807
 CQ1807.Superseded values are not recommended for survey control.
 CQ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1807.See file dsdata.txt to determine how the superseded data were derived.
 CQ1807
 CQ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR349850(NAD 83)
 CQ1807_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1807_SP_SET: PIPE
 CQ1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1807
 CQ1807  HISTORY     - Date     Condition        Report By
 CQ1807  HISTORY     - UNK      MONUMENTED       DOD
 CQ1807  HISTORY     - 1943     MARK NOT FOUND   CGS
 CQ1807  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1807  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1807
 CQ1807                          STATION DESCRIPTION
 CQ1807
 CQ1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1807'IN LUCAS.
 CQ1807'AT LUCAS, CADDO PARISH, 20 FEET EAST OF THE NORTHEAST CORNER OF THE
 CQ1807'TEXAS AND PACIFIC RAILWAY STATION, AT A ROAD INTERSECTION, 80 FEET
 CQ1807'WEST OF THE CENTERLINE OF STATE HIGHWAY 20, AND 70 FEET SOUTH OF THE
 CQ1807'CENTERLINE OF FORBING ROAD.  AN IRON PIPE BEARING A CORPS OF
 CQ1807'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1807
 CQ1807                          STATION RECOVERY (1969)
 CQ1807
 CQ1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1807'MARK NOT FOUND.
 CQ1807
 CQ1807                          STATION RECOVERY (1977)
 CQ1807
 CQ1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1807'A SEARCH WAS MADE, BUT THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3147 ***********************************************************************
 CQ3147  DESIGNATION -  LUCAS RM 2
 CQ3147  PID         -  CQ3147
 CQ3147  STATE/COUNTY-  LA/CADDO
 CQ3147  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3147
 CQ3147                         *CURRENT SURVEY CONTROL
 CQ3147  ___________________________________________________________________
 CQ3147* NAD 83(1992)-  32 24 03.12194(N)    093 41 27.71830(W)     ADJUSTED  
 CQ3147* NAVD 88     -        53.3    (meters)     175.     (feet)  VERTCON   
 CQ3147  ___________________________________________________________________
 CQ3147  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 CQ3147  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3147
 CQ3147  HORZ ORDER  -  SECOND
 CQ3147
 CQ3147.The horizontal coordinates were established by classical geodetic methods
 CQ3147.and adjusted by the National Geodetic Survey in January 1993..
 CQ3147
 CQ3147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3147
 CQ3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3147
 CQ3147.The geoid height was determined by GEOID03.
 CQ3147
 CQ3147;                    North         East     Units Scale Factor Converg.
 CQ3147;SPC LA N     -   211,377.267   887,955.809   MT  0.99995019   -0 37 46.9
 CQ3147;SPC LA N     -   693,493.58  2,913,235.02   sFT  0.99995019   -0 37 46.9
 CQ3147;UTM  15      - 3,585,080.207   435,013.156   MT  0.99965208   -0 22 13.1
 CQ3147
 CQ3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3147!SPC LA N     -   0.99999570  x   0.99995019  =   0.99994589
 CQ3147!UTM  15      -   0.99999570  x   0.99965208  =   0.99964778
 CQ3147
 CQ3147:                Primary Azimuth Mark                     Grid Az
 CQ3147:SPC LA N     -  COWLEY                                   044 31 53.7
 CQ3147:UTM  15      -  COWLEY                                   044 16 19.9
 CQ3147
 CQ3147|---------------------------------------------------------------------|
 CQ3147| PID    Reference Object                     Distance      Geod. Az  |
 CQ3147|                                                           dddmmss.s |
 CQ3147| CQ3144 COWLEY                              APPROX. 6.0 KM 0435406.8 |
 CQ3147| CQ3148 LUCAS                                28.925 METERS 18223     |
 CQ3147|---------------------------------------------------------------------|
 CQ3147
 CQ3147                          SUPERSEDED SURVEY CONTROL
 CQ3147
 CQ3147  NAD 83(1986)-  32 24 03.13325(N)    093 41 27.70816(W) AD(       ) 2
 CQ3147  NAD 27      -  32 24 02.57536(N)    093 41 27.06809(W) AD(       ) 2
 CQ3147  NGVD 29 (07/19/86)   53.4    (m)          175.     (f) VERT ANG       
 CQ3147
 CQ3147.Superseded values are not recommended for survey control.
 CQ3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3147.See file dsdata.txt to determine how the superseded data were derived.
 CQ3147
 CQ3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3501385080(NAD 83)
 CQ3147_MARKER: DD = SURVEY DISK
 CQ3147_SETTING: 0 = UNSPECIFIED SETTING
 CQ3147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3147
 CQ3147  HISTORY     - Date     Condition        Report By
 CQ3147  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3147
 CQ3147                          STATION DESCRIPTION
 CQ3147
 CQ3147'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3147'THE STATION IS LOCATED 3.4 MILES SOUTHEAST OF JUNCTION LA 511
 CQ3147'AND STATE HIGHWAY 1 AND 0.2 MILE EAST OF JUNCTION LA 526 - STATE
 CQ3147'HIGHWAY 1 AND ON PROPERTY OWNED BY LEVEE BOARD.
 CQ3147'
 CQ3147'REFERENCE MARK NO. 2 IS 94.91 FEET NORTH OF THE STATION.  IT
 CQ3147'IS 16.40 FEET SOUTH OF FENCE ACROSS LEVEE, 8.50 FEET
 CQ3147'WEST-SOUTHWEST OF VENT PIPE TO SEWER LIFT, 21.30 FEET NORTHWEST
 CQ3147'OF CONCRETE FOUNDATION TO SEWER LIFT, 62.50 FEET EAST OF CENTER
 CQ3147'OF RIVER ROAD ALONG LEVEE, 4.00 FEET WEST OF CENTER OF LEVEE,
 CQ3147'104.0 FEET NORTH-NORTHEAST OF WITNESS POST, AND 41.0 FEET EAST
 CQ3147'OF FENCE ALONG ROAD AND LEVEE.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3147'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 CQ3147'R.M. NO. 2 LUCAS 1969, FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3147'
 CQ3147'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS
 CQ3147'101.69 FEET.
 CQ3147'
 CQ3147'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CQ3147'1 AND STATE HIGHWAY 511 IN SOUTH SHREVEPORT, FOLLOW STATE
 CQ3147'HIGHWAY 1 SOUTH FOR 3.4 MILES TO INTERSECTION WITH STATE
 CQ3147'HIGHWAY 526, THEN TURN LEFT ON STATE HIGHWAY 526 AND GO
 CQ3147'APPROXIMATELY 0.2 MILE TO LEVEE.  STATION IS SET ON TOP OF
 CQ3147'LEVEE NEAR SEWER LIFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1270 ***********************************************************************
 AT1270  DESIGNATION -  LUCE
 AT1270  PID         -  AT1270
 AT1270  STATE/COUNTY-  LA/ST BERNARD
 AT1270  USGS QUAD   -  PROCTOR POINT (1994)
 AT1270
 AT1270                         *CURRENT SURVEY CONTROL
 AT1270  ___________________________________________________________________
 AT1270* NAD 83(1992)-  29 53 15.20423(N)    089 43 24.81715(W)     ADJUSTED  
 AT1270* NAVD 88     -         2.7  **(meters)       9.   **(feet)  VERTCON   
 AT1270  **This station is located in a subsidence area (see below).
 AT1270  ___________________________________________________________________
 AT1270  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AT1270  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AT1270
 AT1270  HORZ ORDER  -  SECOND
 AT1270
 AT1270.The horizontal coordinates were established by classical geodetic methods
 AT1270.and adjusted by the National Geodetic Survey in May 1994..
 AT1270
 AT1270 ** The orthometric height has not been validated since last determined
 AT1270 ** by differential leveling and should not be used for control purposes.
 AT1270 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1270 ** area with valid NAVD 88 orthometric heights.
 AT1270 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1270 ** epoch indicated which incorporates improved geoid heights for the
 AT1270 ** Southern Louisiana Subsidence area.
 AT1270 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1270
 AT1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1270
 AT1270.The geoid height was determined by GEOID03.
 AT1270
 AT1270;                    North         East     Units Scale Factor Converg.
 AT1270;SPC LA S     -   154,894.953 1,155,479.454   MT  0.99992769   +0 48 17.7
 AT1270;SPC LA S     -   508,184.52  3,790,935.51   sFT  0.99992769   +0 48 17.7
 AT1270;UTM  16      - 3,309,442.440   236,973.055   MT  1.00045367   -1 21 28.5
 AT1270
 AT1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1270!SPC LA S     -   1.00000363  x   0.99992769  =   0.99993132
 AT1270!UTM  16      -   1.00000363  x   1.00045367  =   1.00045730
 AT1270
 AT1270|---------------------------------------------------------------------|
 AT1270| PID    Reference Object                     Distance      Geod. Az  |
 AT1270|                                                           dddmmss.s |
 AT1270| DD7380 LUCE RM 3                            19.693 METERS 11607     |
 AT1270| DD7378 LUCE RM 1                            37.311 METERS 12458     |
 AT1270| AT1264 SHELL BEACH RADIO MAST              APPROX. 5.8 KM 1293541.9 |
 AT1270| AT1268 MISS RIV GULF OUTLET LT 108         APPROX. 2.7 KM 1470837.0 |
 AT1270| AT1266 YSCLOSKEY MUNICIPAL TANK            APPROX. 5.9 KM 1495735.7 |
 AT1270| AT1267 MISS RIV GULF OUTLET LT 107         APPROX. 2.9 KM 1511207.3 |
 AT1270| DD7379 LUCE RM 2                            36.550 METERS 21120     |
 AT1270| DD7381 LUCE RM 4                            10.730 METERS 23942     |
 AT1270|---------------------------------------------------------------------|
 AT1270
 AT1270                          SUPERSEDED SURVEY CONTROL
 AT1270
 AT1270  NAD 83(1992)-  29 53 15.20662(N)    089 43 24.81485(W) AD(       ) 2
 AT1270  NAD 83(1986)-  29 53 15.21592(N)    089 43 24.81636(W) AD(       ) 2
 AT1270  NAD 27      -  29 53 14.47400(N)    089 43 24.60900(W) AD(       ) 2
 AT1270  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AT1270
 AT1270.Superseded values are not recommended for survey control.
 AT1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1270.See file dsdata.txt to determine how the superseded data were derived.
 AT1270
 AT1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3697309442(NAD 83)
 AT1270_MARKER: DS = TRIANGULATION STATION DISK
 AT1270_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1270_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1270
 AT1270  HISTORY     - Date     Condition        Report By
 AT1270  HISTORY     - 1934     MONUMENTED       CGS
 AT1270  HISTORY     - 1952     GOOD             CGS
 AT1270  HISTORY     - 1966     GOOD             CGS
 AT1270  HISTORY     - 1969     GOOD             CGS
 AT1270  HISTORY     - 1971     GOOD             NGS
 AT1270  HISTORY     - 1972     GOOD             NGS
 AT1270
 AT1270                          STATION DESCRIPTION
 AT1270
 AT1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1270'ABOUT 3.2 MILES
 AT1270'NW OF THE TOWN OF
 AT1270'SHELL BEACH, ON THE SW SHORE OF LAKE BORGNE, ON
 AT1270'THE E SHORE OF BAYOU LUCE
 AT1270'APPROXIMATELY 1,000 FEET FROM ITS MOUTH,
 AT1270'16.0 METERS (52 FEET) E OF THE BAYOU BANK,
 AT1270'AND ABOUT 110 FEET S
 AT1270'OF A CABIN.  SURFACE MARK IS A STANDARD BRONZE DISK SET IN
 AT1270'CONCRETE AT THE
 AT1270'TOP OF A TILE.  UNDERGROUND MARK
 AT1270'IS A STANDARD BRONZE DISK
 AT1270'SET IN CONCRETE.
 AT1270'REFERENCE MARK NO. 1 IS A STANDARD BRONZE
 AT1270'REFERENCE DISK SET IN
 AT1270'CONCRETE AT THE TOP OF A TILE, IS
 AT1270'37.311 METERS
 AT1270'(122.41 FEET) FROM THE STATION S 55 DEG 02 MIN E.
 AT1270'REFERENCE MARK NO. 2 IS A
 AT1270'STANDARD BRONZE REFERENCE DISK SET IN CONCRETE
 AT1270'AT THE TOP OF A TILE,
 AT1270'IS 36.550 METERS
 AT1270'(119.91 FEET) FROM THE STATION
 AT1270'THE DISTANCE
 AT1270'BETWEEN THE REFERENCE MARKS IS 50.542 METERS (165.82 FEET).
 AT1270
 AT1270                          STATION RECOVERY (1952)
 AT1270
 AT1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1270'STATION AND R.M. 2 RECOVERED IN
 AT1270'GOOD CONDITION.
 AT1270'POSITION OF R.M. 1 FALLS IN A SMALL POND AND
 AT1270'MONUMENT HAS APPARENTLY SUNK INTO
 AT1270'THE MUD.  A NEW MARK, R.M. 3,
 AT1270'HAS BEEN ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 AT1270'FOLLOWS-
 AT1270'
 AT1270'STATION IS LOCATED ON THE S SHORE OF LAKE BORGNE, APPROXIMATELY
 AT1270'3.2 MILES NW OF
 AT1270'THE TOWN OF SHELL BEACH, ON THE E SHORE OF
 AT1270'BAYOU LUCE, APPROXIMATELY 1000
 AT1270'FEET SW OF ITS INTERSECTION WITH
 AT1270'FORT BAYOU, BEHIND A CLUMP OF SMALL TREES, 48
 AT1270'FEET SE OF THE BANK
 AT1270'OF BAYOU LUCE, AND 4 FEET E OF A 4- BY 4-INCH WOODEN WITNESS
 AT1270'POST.
 AT1270'
 AT1270'STATION MARK IS A STANDARD DISK, STAMPED LUCE 1934, SET IN
 AT1270'CONCRETE IN THE
 AT1270'TOP OF AN 8-INCH TILE PROJECTING 2 INCHES.  ACCORDING
 AT1270'TO ORIGINAL DESCRIPTION,
 AT1270'UNDERGROUND MARK IS A STANDARD
 AT1270'DISK SET IN CONCRETE.
 AT1270'
 AT1270'R.M. 2 IS A STANDARD DISK, STAMPED LUCE NO 2 1934, SET IN
 AT1270'CONCRETE IN THE
 AT1270'TOP OF AN 8-INCH TILE PROJECTING 3 INCHES.
 AT1270'TO ORIGINAL DESCRIPTION R.M. 2 IS
 AT1270'S 31 DEG 21 MIN W.
 AT1270'FROM THE STATION.
 AT1270'
 AT1270'R.M. 3 IS A STANDARD DISK, STAMPED LUCE NO 3 1952, SET IN
 AT1270'THE TOP OF A
 AT1270'6-INCH CONCRETE POST PROJECTING 6 INCHES.
 AT1270
 AT1270                          STATION RECOVERY (1966)
 AT1270
 AT1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1270'THE STATION AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 AT1270'CONDITION.
 AT1270'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT WAS NOT RECOVERED AND
 AT1270'SHOULD BE
 AT1270'CONSIDERED LOST.  A REFERENCE MARK NO. 4 WAS ESTABLISHED AT
 AT1270'THIS TIME.  A NEW DESCRIPTION FOLLOWS-
 AT1270'
 AT1270'THE STATION IS LOCATED ON THE SOUTH SHORE OF LAKE BORGNE, IN A
 AT1270'SEMI MARSH AREA
 AT1270'ALONG THE EAST SIDE OF BAYOU LUCE, ABOUT 1000 FEET SOUTH
 AT1270'OF THE INTERSECTION OF BAYOU LUCE
 AT1270'AND BAYOU FORT, ABOUT 0.3 MILE SOUTH
 AT1270'OF THE SOUTH SHORE OF LAKE BORGNE, ABOUT 3 MILES
 AT1270'NORTHWEST OF SHELL BEACH.
 AT1270'
 AT1270'THE STATION IS A STANDARD DISK STAMPED LUCE 1934, SET IN CONCRETE
 AT1270'IN THE TOP OF A 10
 AT1270'INCH TERRACOTTA PIPE WHICH PROJECTS 1 INCH.  IT IS
 AT1270'44 FEET EAST OF THE EAST BANK OF
 AT1270'BAYOU LUCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 AT1270'
 AT1270'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LUCE NO 3 1952, SET
 AT1270'IN CONCRETE IN THE
 AT1270'TOP OF A 4 X 4 INCH CONCRETE POST THAT PROJECTS 4
 AT1270'INCHES.  IT IS 108 FEET EAST OF THE
 AT1270'EAST BANK OF BAYOU LUCE, AND 64 FEET
 AT1270'EAST OF THE METAL WITNESS POST.
 AT1270'
 AT1270'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LUCE NO 4 1934,
 AT1270'CRIMPED TO THE TOP
 AT1270'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1270'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1270'PIPE WHICH PROJECTS 26 INCHES.  IT
 AT1270'IS 32 FEET EAST OF THE EAST BANK OF BAYOU LUCE, AND 36
 AT1270'FEET SOUTHWEST OF THE METAL WITNESS POST.
 AT1270'
 AT1270'NOTE- THIS STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT1270'
 AT1270'HEIGHT OF LIGHT ABOVE STATION MARK 10.83 METERS.
 AT1270
 AT1270                          STATION RECOVERY (1969)
 AT1270
 AT1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 AT1270'STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION.
 AT1270'R. M. 3 WAS NOT SEARCHED FOR BUT IS BELIEVED TO EXIST.
 AT1270'
 AT1270'THE 1966 RECOVERY NOTE ADEQUATELY DESCRIBES THE STATION AND HOW TO
 AT1270'REACH IT.
 AT1270
 AT1270                          STATION RECOVERY (1971)
 AT1270
 AT1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1270'STATION MARK AND REFERENCE MARK NO. 3 AND NO. 4 WERE RECOVERED AS
 AT1270'DESCRIBED BY L. M. C. 1966.
 AT1270
 AT1270                          STATION RECOVERY (1972)
 AT1270
 AT1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 AT1270'ALL MARKS WERE RECOVERED AND FOUND TO BE IN FAIR CONDITION AS THEY
 AT1270'WERE DESCRIBED IN THE 1966 DESCRIPTION.
 AT1270'
 AT1270'A HELICOPTER WAS USED TO VISIT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2822 ***********************************************************************
 BX2822  DESIGNATION -  LUCE
 BX2822  PID         -  BX2822
 BX2822  STATE/COUNTY-  LA/NATCHITOCHES
 BX2822  USGS QUAD   -  FLORA (1992)
 BX2822
 BX2822                         *CURRENT SURVEY CONTROL
 BX2822  ___________________________________________________________________
 BX2822* NAD 83(1992)-  31 33 08.83050(N)    093 02 22.17666(W)     ADJUSTED  
 BX2822* NAVD 88     -       112.4    (meters)     369.     (feet)  VERTCON   
 BX2822  ___________________________________________________________________
 BX2822  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 BX2822  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX2822
 BX2822  HORZ ORDER  -  FIRST
 BX2822
 BX2822.The horizontal coordinates were established by classical geodetic methods
 BX2822.and adjusted by the National Geodetic Survey in January 1993..
 BX2822
 BX2822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2822
 BX2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2822
 BX2822.The geoid height was determined by GEOID03.
 BX2822
 BX2822;                    North         East     Units Scale Factor Converg.
 BX2822;SPC LA N     -   116,818.555   948,779.043   MT  0.99993493   -0 17 06.8
 BX2822;SPC LA N     -   383,262.21  3,112,785.91   sFT  0.99993493   -0 17 06.8
 BX2822;UTM  15      - 3,490,830.899   496,251.620   MT  0.99960017   -0 01 14.4
 BX2822
 BX2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2822!SPC LA N     -   0.99998646  x   0.99993493  =   0.99992139
 BX2822!UTM  15      -   0.99998646  x   0.99960017  =   0.99958664
 BX2822
 BX2822|---------------------------------------------------------------------|
 BX2822| PID    Reference Object                     Distance      Geod. Az  |
 BX2822|                                                           dddmmss.s |
 BX2822| CV7906 LUCE RM 1                            23.555 METERS 14601     |
 BX2822| BX2884 RED DIRT LOT USFS 1969              APPROX. 6.0 KM 1720315.5 |
 BX2822| CV7907 LUCE RM 2                            25.005 METERS 29244     |
 BX2822| BX2829 GRANDE                              APPROX.12.3 KM 3145739.4 |
 BX2822| BX2812 NATCHITOCHES ST NORM COLL STK       APPROX.22.5 KM 3465100.0 |
 BX2822| BX2810 NATCHITOCHES AM COMPRESS CO TK      APPROX.22.0 KM 3475702.8 |
 BX2822|---------------------------------------------------------------------|
 BX2822
 BX2822                          SUPERSEDED SURVEY CONTROL
 BX2822
 BX2822  NAD 83(1986)-  31 33 08.85056(N)    093 02 22.16868(W) AD(       ) 1
 BX2822  NAD 27      -  31 33 08.24572(N)    093 02 21.57842(W) AD(       ) 1
 BX2822  NGVD 29 (07/19/86)  112.4    (m)          369.     (f) VERT ANG       
 BX2822
 BX2822.Superseded values are not recommended for survey control.
 BX2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2822.See file dsdata.txt to determine how the superseded data were derived.
 BX2822
 BX2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9625290831(NAD 83)
 BX2822_MARKER: DS = TRIANGULATION STATION DISK
 BX2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2822
 BX2822  HISTORY     - Date     Condition        Report By
 BX2822  HISTORY     - 1969     MONUMENTED       CGS
 BX2822
 BX2822                          STATION DESCRIPTION
 BX2822
 BX2822'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2822'THE STATION IS LOCATED 14-1/2 MILES SOUTH AND 3 MILES EAST OF
 BX2822'NATCHITOCHES AND 9-1/2 MILES WEST AND 8 MILES SOUTH OF
 BX2822'MONTGOMERY, ON A HIGH WOODED HILL IN THE NORTHEAST QUARTER OF
 BX2822'SECTION 36, T 7 N, R 7 W, AND IN THE KISATCHIE NATIONAL FOREST.
 BX2822'
 BX2822'TO REACH THE STATION FROM THE MONTROSE MOBIL SERVICE STATION
 BX2822'ABOUT 14.0 MILES SOUTHEAST OF NATCHITOCHES, GO SOUTHEAST ON
 BX2822'STATE HIGHWAY 1 FOR 0.35 MILE TO STATE HIGHWAY 493 ON THE
 BX2822'RIGHT.  TURN RIGHT AND GO SOUTHWEST, SOUTH AND EAST ON HIGHWAY
 BX2822'493 FOR 3.1 MILES TO A SIDE ROAD AND SIGN LONGLEAF TRAIL ROAD
 BX2822'ON THE RIGHT.  TURN RIGHT AND FOLLOW THE LONGLEAF TRAIL ROAD FOR
 BX2822'0.9 MILE TO A CATTLE GUARD AND ENTRANCE TO THE KISATCHIE
 BX2822'NATIONAL FOREST.  CROSS THE CATTLE GUARD AND CONTINUE ON THE
 BX2822'MAIN ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT AND SIGN BAYOU
 BX2822'LUCE RD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON BAYOU
 BX2822'LUCE RD FOR 2.1 MILES TO A SAND ROAD ON THE RIGHT AND A CATTLE
 BX2822'GUARD STRAIGHT AHEAD.  TURN RIGHT, UPHILL, AND GO NORTHEAST
 BX2822'THEN SOUTHEAST ON THE SAND ROAD FOR 0.1 MILE TO THE STATION
 BX2822'ON THE LEFT.
 BX2822'
 BX2822'THE STATION MARK IS A STANDARD DISK STAMPED LUCE 1969, SET IN
 BX2822'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2822'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 13 FEET
 BX2822'NORTH-NORTHEAST OF THE CENTER OF THE SAND ROAD AND ON THE HIGHEST
 BX2822'PART OF THE HILL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BX2822'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 BX2822'
 BX2822'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LUCE NO 1 1969,
 BX2822'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2822'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 6 FEET
 BX2822'EAST-NORTHEAST OF THE CENTER OF THE SAND ROAD AND IS ABOUT 2 FEET
 BX2822'LOWER IN ELEVATION THAN THE STATION.
 BX2822'
 BX2822'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LUCE NO 2 1969,
 BX2822'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2822'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 24
 BX2822'FEET WEST OF A 24-INCH DEAD TREE, 14 FEET SOUTH-SOUTHWEST OF THE
 BX2822'CENTER OF THE SAND ROAD AND ABOUT THE SAME ELEVATION AS THE
 BX2822'STATION.
 BX2822'
 BX2822'HEIGHT OF LIGHT ABOVE STATION MARK 25.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3079 ***********************************************************************
 CQ3079  DESIGNATION -  LUCKY
 CQ3079  PID         -  CQ3079
 CQ3079  STATE/COUNTY-  LA/BIENVILLE
 CQ3079  USGS QUAD   -  SPARTA (1986)
 CQ3079
 CQ3079                         *CURRENT SURVEY CONTROL
 CQ3079  ___________________________________________________________________
 CQ3079* NAD 83(1992)-  32 19 48.12474(N)    093 01 53.89331(W)     ADJUSTED  
 CQ3079* NAVD 88     -       127.8    (meters)     419.     (feet)  VERTCON   
 CQ3079  ___________________________________________________________________
 CQ3079  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CQ3079  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ3079
 CQ3079  HORZ ORDER  -  FIRST
 CQ3079
 CQ3079.The horizontal coordinates were established by classical geodetic methods
 CQ3079.and adjusted by the National Geodetic Survey in January 1993..
 CQ3079
 CQ3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3079
 CQ3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3079
 CQ3079.The geoid height was determined by GEOID03.
 CQ3079
 CQ3079;                    North         East     Units Scale Factor Converg.
 CQ3079;SPC LA N     -   203,029.910   949,947.902   MT  0.99994055   -0 16 51.9
 CQ3079;SPC LA N     -   666,107.30  3,116,620.74   sFT  0.99994055   -0 16 51.9
 CQ3079;UTM  15      - 3,577,018.938   497,022.467   MT  0.99960011   -0 01 00.9
 CQ3079
 CQ3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3079!SPC LA N     -   0.99998397  x   0.99994055  =   0.99992452
 CQ3079!UTM  15      -   0.99998397  x   0.99960011  =   0.99958408
 CQ3079
 CQ3079|---------------------------------------------------------------------|
 CQ3079| PID    Reference Object                     Distance      Geod. Az  |
 CQ3079|                                                           dddmmss.s |
 CQ3079| CX6693 LUCKY RM 1                           27.348 METERS 00739     |
 CQ3079| CX6694 LUCKY RM 2                           20.174 METERS 14503     |
 CQ3079| CQ3075 SAILES                              APPROX.12.2 KM 3384750.3 |
 CQ3079|---------------------------------------------------------------------|
 CQ3079
 CQ3079                          SUPERSEDED SURVEY CONTROL
 CQ3079
 CQ3079  NAD 83(1986)-  32 19 48.13845(N)    093 01 53.88478(W) AD(       ) 1
 CQ3079  NAD 27      -  32 19 47.57527(N)    093 01 53.30591(W) AD(       ) 1
 CQ3079  NGVD 29 (07/19/86)  127.9    (m)          420.     (f) VERT ANG       
 CQ3079
 CQ3079.Superseded values are not recommended for survey control.
 CQ3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3079.See file dsdata.txt to determine how the superseded data were derived.
 CQ3079
 CQ3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9702277019(NAD 83)
 CQ3079_MARKER: DS = TRIANGULATION STATION DISK
 CQ3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3079
 CQ3079  HISTORY     - Date     Condition        Report By
 CQ3079  HISTORY     - 1971     MONUMENTED       NGS
 CQ3079
 CQ3079                          STATION DESCRIPTION
 CQ3079
 CQ3079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ3079'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 CQ3079'
 CQ3079'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 CQ3079'
 CQ3079'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTHWEST OF BIENVILLE
 CQ3079'AND IN THE NORTHWEST PART OF THE LUCKY GAS FIELDS, SECTION 31,
 CQ3079'T 16 N, R 6 W, AND ON THE PROPERTY OF THE BODCAW COMPANY, POST
 CQ3079'OFFICE BOX 358, GOODPINE, LOUISIANA, 71337.
 CQ3079'
 CQ3079'TO REACH THE STATION FROM THE POST OFFICE IN BIENVILLE, GO WEST
 CQ3079'ON STATE HIGHWAY 507 FOR 0.35 MILE TO THE SOUTH JUNCTION OF STATE
 CQ3079'HIGHWAYS 507 AND 9.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 9
 CQ3079'FOR 0.85 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST
 CQ3079'AND SOUTHWEST ON PAVED ROAD FOR 3.15 MILES TO A CROSSROAD.  TURN
 CQ3079'RIGHT AND GO 0.25 MILE TO A WOODS ROAD LEFT.  TURN LEFT AND TAKE
 CQ3079'THE IMMEDIATE LEFT FORK AND GO SOUTHEAST ON A SANDY WOODS ROAD
 CQ3079'FOR 0.7 MILE TO A DIM WOODS ROAD LEFT.  TURN LEFT AND GO EAST
 CQ3079'AND SOUTH ON DIM WOODS ROAD FOR 0.05 MILE TO A DIM TRACK ROAD
 CQ3079'LEFT.  TURN LEFT AND GO SOUTH ON DIM TRACK ROAD FOR 0.2
 CQ3079'MILE ON DIM TRACK ROAD TO THE STATION ON THE RIGHT.
 CQ3079'
 CQ3079'THE STATION MARKS ARE STANDARD DISKS STAMPED LUCKY 1971.  THE
 CQ3079'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ3079'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ3079'21 FEET NORTHEAST OF A 16-INCH PINE TREE WITH TRIANGULAR BLAZE,
 CQ3079'12 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 4 FEET
 CQ3079'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  THE
 CQ3079'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ3079'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ3079'
 CQ3079'REFERENCE MARK 1, A STANDARD DISK STAMPED LUCKY NO 1 1971, IS
 CQ3079'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3079'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET
 CQ3079'NORTHEAST OF THE CENTER OF THE TRACK ROAD AND 2.5 FEET SOUTH
 CQ3079'OF A METAL WITNESS POST WITH SIGN.
 CQ3079'
 CQ3079'REFERENCE MARK 2, A STANDARD DISK STAMPED LUCKY NO 2 1971, IS
 CQ3079'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3079'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET EAST
 CQ3079'OF THE CENTER OF THE TRACK ROAD, 18 FEET SOUTHWEST OF AN 8-INCH
 CQ3079'PINE TREE AND 2 FEET WEST-NORTHWEST OF A METAL WITNESS POST
 CQ3079'WITH SIGN.
 CQ3079'
 CQ3079'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4381 ***********************************************************************
 BJ4381  DESIGNATION -  LUCY
 BJ4381  PID         -  BJ4381
 BJ4381  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4381  USGS QUAD   -  RESERVE (1994)
 BJ4381
 BJ4381                         *CURRENT SURVEY CONTROL
 BJ4381  ___________________________________________________________________
 BJ4381* NAD 83(1992)-  30 02 50.00674(N)    090 30 12.88485(W)     ADJUSTED  
 BJ4381* NAVD 88     -         9.4  **(meters)      31.   **(feet)  VERTCON   
 BJ4381  **This station is located in a subsidence area (see below).
 BJ4381  ___________________________________________________________________
 BJ4381  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ4381  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BJ4381
 BJ4381  HORZ ORDER  -  SECOND
 BJ4381
 BJ4381.The horizontal coordinates were established by classical geodetic methods
 BJ4381.and adjusted by the National Geodetic Survey in January 1993..
 BJ4381
 BJ4381 ** The orthometric height has not been validated since last determined
 BJ4381 ** by differential leveling and should not be used for control purposes.
 BJ4381 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4381 ** area with valid NAVD 88 orthometric heights.
 BJ4381 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4381 ** epoch indicated which incorporates improved geoid heights for the
 BJ4381 ** Southern Louisiana Subsidence area.
 BJ4381 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4381.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4381
 BJ4381.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4381
 BJ4381.The geoid height was determined by GEOID03.
 BJ4381
 BJ4381;                    North         East     Units Scale Factor Converg.
 BJ4381;SPC LA S     -   171,790.653 1,080,015.349   MT  0.99992607   +0 24 53.6
 BJ4381;SPC LA S     -   563,616.50  3,543,350.36   sFT  0.99992607   +0 24 53.6
 BJ4381;UTM  15      - 3,326,644.826   740,698.184   MT  1.00031484   +1 15 02.1
 BJ4381
 BJ4381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4381!SPC LA S     -   1.00000265  x   0.99992607  =   0.99992872
 BJ4381!UTM  15      -   1.00000265  x   1.00031484  =   1.00031749
 BJ4381
 BJ4381:                Primary Azimuth Mark                     Grid Az
 BJ4381:SPC LA S     -  LUCY AZ MK                               088 07 13.5
 BJ4381:UTM  15      -  LUCY AZ MK                               087 17 05.0
 BJ4381
 BJ4381|---------------------------------------------------------------------|
 BJ4381| PID    Reference Object                     Distance      Geod. Az  |
 BJ4381|                                                           dddmmss.s |
 BJ4381| CW2053 LUCY AZ MK                                         0883207.1 |
 BJ4381| BJ4380 LUCY LDH 1972 RM 1                   18.090 METERS 11425     |
 BJ4381| CW2054 LUCY RM 2                            11.048 METERS 26158     |
 BJ4381|---------------------------------------------------------------------|
 BJ4381
 BJ4381                          SUPERSEDED SURVEY CONTROL
 BJ4381
 BJ4381  NAD 83(1986)-  30 02 50.02372(N)    090 30 12.88541(W) AD(       ) 2
 BJ4381  NAD 27      -  30 02 49.29617(N)    090 30 12.57971(W) AD(       ) 2
 BJ4381  NGVD 29 (07/19/86)    9.5    (m)           31.     (f) VERT ANG       
 BJ4381
 BJ4381.Superseded values are not recommended for survey control.
 BJ4381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4381.See file dsdata.txt to determine how the superseded data were derived.
 BJ4381
 BJ4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4069826645(NAD 83)
 BJ4381_MARKER: DD = SURVEY DISK
 BJ4381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4381_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4381
 BJ4381  HISTORY     - Date     Condition        Report By
 BJ4381  HISTORY     - 1972     MONUMENTED       LADH
 BJ4381
 BJ4381                          STATION DESCRIPTION
 BJ4381
 BJ4381'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ4381'THE STATION IS LOCATED 2 MILES SOUTHWEST OF LAPLACE, 3 MILES EAST OF
 BJ4381'EDGARD, IN THE NORTHEAST 1/4 OF SECTION 43, T12S, R19E, AND ON THE
 BJ4381'PROPERTY OWNED BY ST. JOHN LEVEE BOARD.
 BJ4381'
 BJ4381'TO REACH THE STATION FROM THE EDGARD FERRY LANDING ON THE WEST BANK
 BJ4381'OF THE MISSISSIPPI RIVER, DRIVE EAST ALONG STATE HIGHWAY 18 FOR 3.3
 BJ4381'MILES TO A LEVEE RAMP ON THE LEFT AND NORTH OF THE HIGHWAY, DRIVE
 BJ4381'ON TOP OF THE LEVEE AND TURN RIGHT, GO EAST ON THE LEVEE FOR 0.3
 BJ4381'MILE TO THE STATION WHICH IS SET 330 FEET WEST OF LEVEE STATION
 BJ4381'2210.
 BJ4381'
 BJ4381'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG THE
 BJ4381'LEVEE FOR 0.6 MILE TO A CATTLE GUARD.  THE MARK IS SET SOUTHWEST OF
 BJ4381'THE GUARD.
 BJ4381'
 BJ4381'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4381'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4381'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4381'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4381'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4381'STAMPED LUCY 1972.  THE MARK IS 139 FEET NORTH OF THE CENTER OF
 BJ4381'STATE HIGHWAY 18, 112 FEET NORTH OF THE NORTH END OF A METAL CULVERT
 BJ4381'UNDER STATE HIGHWAY 18, 82 FEET SOUTH OF A TREE LINE ALONG THE
 BJ4381'RIVER, AND 2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ4381'
 BJ4381'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4381'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4381'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4381'STAMPED LUCY R. M. 1 1972.  IT IS 272 FEET WEST OF LEVEE STATION
 BJ4381'2210, 125 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 110 FEET
 BJ4381'NORTHEAST OF THE NORTH END OF A METAL CULVERT, AND 6 FEET SOUTH OF
 BJ4381'THE CENTER OF THE LEVEE.
 BJ4381'
 BJ4381'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4381'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4381'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4381'STAMPED LUCY R. M. 2 1972.  IT IS 364 FEET WEST OF LEVEE STATION
 BJ4381'2210, 123 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, AND 5 FEET
 BJ4381'SOUTH OF THE CENTER OF THE LEVEE.
 BJ4381'
 BJ4381'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4381'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4381'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4381'STAMPED LUCY AZ. MK. 1972.  IT IS 94 FEET NORTH OF THE CENTER OF
 BJ4381'STATE HIGHWAY 18, 69 FEET SOUTH OF A FENCE CORNER, 10 FEET SOUTHWEST
 BJ4381'OF THE CENTER OF A CATTLE GUARD, AND 8 FEET SOUTH OF A METAL WITNESS
 BJ4381'POST AND SIGN.
 BJ4381'
 BJ4381'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4382 ***********************************************************************
 BJ4382  DESIGNATION -  LUCY WATER TANK
 BJ4382  PID         -  BJ4382
 BJ4382  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4382  USGS QUAD   -  RESERVE (1994)
 BJ4382
 BJ4382                         *CURRENT SURVEY CONTROL
 BJ4382  ___________________________________________________________________
 BJ4382* NAD 83(1992)-  30 02 45.00963(N)    090 30 49.66852(W)     ADJUSTED  
 BJ4382* NAVD 88     -                                                        
 BJ4382  **This station is located in a subsidence area (see below).
 BJ4382  ___________________________________________________________________
 BJ4382  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ4382  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BJ4382
 BJ4382  HORZ ORDER  -  THIRD
 BJ4382
 BJ4382.The horizontal coordinates were established by classical geodetic methods
 BJ4382.and adjusted by the National Geodetic Survey in January 1993..
 BJ4382
 BJ4382 ** The orthometric height has not been validated since last determined
 BJ4382 ** by differential leveling and should not be used for control purposes.
 BJ4382 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4382 ** area with valid NAVD 88 orthometric heights.
 BJ4382 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4382 ** epoch indicated which incorporates improved geoid heights for the
 BJ4382 ** Southern Louisiana Subsidence area.
 BJ4382 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4382
 BJ4382.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4382
 BJ4382.The geoid height was determined by GEOID03.
 BJ4382
 BJ4382;                    North         East     Units Scale Factor Converg.
 BJ4382;SPC LA S     -   171,629.703 1,079,031.148   MT  0.99992605   +0 24 35.2
 BJ4382;SPC LA S     -   563,088.45  3,540,121.36   sFT  0.99992605   +0 24 35.2
 BJ4382;UTM  15      - 3,326,469.472   739,716.056   MT  1.00030902   +1 14 43.5
 BJ4382
 BJ4382                          SUPERSEDED SURVEY CONTROL
 BJ4382
 BJ4382  NAD 83(1986)-  30 02 45.02637(N)    090 30 49.66925(W) AD(       ) 4
 BJ4382  NAD 27      -  30 02 44.30058(N)    090 30 49.36146(W) AD(       ) 3
 BJ4382
 BJ4382.Superseded values are not recommended for survey control.
 BJ4382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4382.See file dsdata.txt to determine how the superseded data were derived.
 BJ4382
 BJ4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3971626469(NAD 83)
 BJ4382_MARKER: 53 = ELEVATED TANK
 BJ4382
 BJ4382  HISTORY     - Date     Condition        Report By
 BJ4382  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4382
 BJ4382                          STATION DESCRIPTION
 BJ4382
 BJ4382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4382'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE LUCY, ST. JOHN THE
 BJ4382'BAPTIST PARISH, WATER TANK THAT IS LOCATED AT THE WEST EDGE OF THE
 BJ4382'SMALL SETTLEMENT OF LUCY AND JUST SOUTH OF STATE HIGHWAY 18.  THE
 BJ4382'TANK IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, PAINTED ALUMINUM IN
 BJ4382'COLOR WITH LUCY IN BLACK LETTERING.  THE OVERALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3052 ***********************************************************************
 BK3052  DESIGNATION -  LUDINGTON
 BK3052  PID         -  BK3052
 BK3052  STATE/COUNTY-  LA/BEAUREGARD
 BK3052  USGS QUAD   -  ROSEPINE (1994)
 BK3052
 BK3052                         *CURRENT SURVEY CONTROL
 BK3052  ___________________________________________________________________
 BK3052* NAD 83(1992)-  30 52 35.40268(N)    093 16 58.40649(W)     ADJUSTED  
 BK3052* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 BK3052  ___________________________________________________________________
 BK3052  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 BK3052  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BK3052
 BK3052  HORZ ORDER  -  FIRST
 BK3052
 BK3052.The horizontal coordinates were established by classical geodetic methods
 BK3052.and adjusted by the National Geodetic Survey in January 1993..
 BK3052
 BK3052.The orthometric height was scaled from a topographic map.
 BK3052
 BK3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3052
 BK3052.The geoid height was determined by GEOID03.
 BK3052
 BK3052;                    North         East     Units Scale Factor Converg.
 BK3052;SPC LA S     -   265,017.676   813,570.549   MT  1.00004230   -0 58 29.3
 BK3052;SPC LA S     -   869,478.83  2,669,189.38   sFT  1.00004230   -0 58 29.3
 BK3052;SPC LA N     -    42,016.903   925,129.195   MT  1.00007844   -0 24 50.1
 BK3052;SPC LA N     -   137,850.46  3,035,194.70   sFT  1.00007844   -0 24 50.1
 BK3052;UTM  15      - 3,415,949.504   472,958.746   MT  0.99960902   -0 08 42.6
 BK3052
 BK3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3052!SPC LA S     -   0.99999453  x   1.00004230  =   1.00003683
 BK3052!SPC LA N     -   0.99999453  x   1.00007844  =   1.00007297
 BK3052!UTM  15      -   0.99999453  x   0.99960902  =   0.99960355
 BK3052
 BK3052|---------------------------------------------------------------------|
 BK3052| PID    Reference Object                     Distance      Geod. Az  |
 BK3052|                                                           dddmmss.s |
 BK3052| BK3058 LUDINGTON 1935 RM 1                  32.481 METERS 01042     |
 BK3052| BK3059 LUDINGTON 1935 RM 2                  28.223 METERS 16817     |
 BK3052| BK3063 DE RIDDER LONG BELL LUMBER TK       APPROX. 3.9 KM 1831352.4 |
 BK3052| BK3064 DE RIDDER PARISH CTHSE DOME         APPROX. 3.4 KM 1875001.6 |
 BK3052| CV7908 LUDINGTON AZ MK                                    2145906.0 |
 BK3052|---------------------------------------------------------------------|
 BK3052
 BK3052                          SUPERSEDED SURVEY CONTROL
 BK3052
 BK3052  NAD 83(1986)-  30 52 35.42223(N)    093 16 58.39598(W) AD(       ) 1
 BK3052  NAD 27      -  30 52 34.72149(N)    093 16 57.80591(W) AD(       ) 1
 BK3052
 BK3052.Superseded values are not recommended for survey control.
 BK3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3052.See file dsdata.txt to determine how the superseded data were derived.
 BK3052
 BK3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7295915950(NAD 83)
 BK3052_MARKER: DS = TRIANGULATION STATION DISK
 BK3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3052
 BK3052  HISTORY     - Date     Condition        Report By
 BK3052  HISTORY     - 1935     MONUMENTED       CGS
 BK3052  HISTORY     - 1936     GOOD             WPA
 BK3052  HISTORY     - 1941     GOOD             CGS
 BK3052  HISTORY     - 1943     GOOD             USE
 BK3052  HISTORY     - 1958     GOOD             CGS
 BK3052  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BK3052
 BK3052                          STATION DESCRIPTION
 BK3052
 BK3052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3052'STATION IS ABOUT 0.2 MILE NE OF LUDINGTON, AND 2 MILES N
 BK3052'OF DE RIDDER, ON THE RIGHT-OF-WAY OF THE KANSAS CITY SOUTHERN
 BK3052'RAILROAD, AT THE POINT WHERE THE RAILROAD PASSES THROUGH
 BK3052'A CUT.  THE MARK IS ABOUT 90 YARDS N OF THE HIGHWAY, 25 FEET
 BK3052'W OF THE E RIGHT-OF-WAY FENCE OF THE RAILROAD, 42 FEET E OF THE
 BK3052'EDGE OF THE BANK, AND PROJECTS 3 INCHES.  IT IS IN THE SW
 BK3052'1/4 SECTION 22, T 2 S, R 9 W.
 BK3052'
 BK3052'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK3052'BRONZE DISKS SET IN CONCRETE.
 BK3052'
 BK3052'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 1 FOOT W OF THE
 BK3052'E RIGHT-OF-WAY FENCE OF THE RAILROAD, 195.47 FEET N OF REFERENCE
 BK3052'MARK NO. 2, AND PROJECTS 3 INCHES.
 BK3052'
 BK3052'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 1 FOOT W OF THE
 BK3052'E RIGHT-OF-WAY FENCE OF THE RAILROAD AND PROJECTS 3 INCHES.
 BK3052'
 BK3052'THE AZIMUTH MARK IS SW OF THE STATION, IN THE NW ANGLE OF THE
 BK3052'CROSSROADS AT LUDINGTON, 1-1/2 FEET E OF A POWERLINE POLE,
 BK3052'AND PROJECTS 1 INCH.
 BK3052'
 BK3052'TO REACH FROM THE CROSSROADS IN LUDINGTON (2 MILES N OF DE
 BK3052'RIDDER) GO E ACROSS TRACKS, THEN N (0.2 MILE IN ALL) TO A POINT
 BK3052'WHERE THE ROAD TURNS E.  THE STATION IS THEN 90 YARDS N.
 BK3052'
 BK3052'A LIGHT 126 FEET ABOVE MERRYVILLE COMES INTO VIEW 90 FEET
 BK3052'ABOVE THIS STATION.
 BK3052'
 BK3052'LIGHTS 126 FEET ABOVE TROUT AND ANACOCO COME INTO VIEW 64
 BK3052'FEET ABOVE THIS STATION.
 BK3052'
 BK3052'LIGHTS 126 FEET ABOVE MARTIN AND CARSON COME INTO VIEW 50
 BK3052'FEET ABOVE THIS STATION.
 BK3052'
 BK3052'A LIGHT 126 FEET ABOVE STRACNER COMES INTO VIEW 37 FEET ABOVE
 BK3052'THIS STATION.
 BK3052
 BK3052                          STATION RECOVERY (1936)
 BK3052
 BK3052'RECOVERY NOTE BY WORKS PROGRESS ADMINISTRATION 1936
 BK3052'THE ORIGINAL DESCRIPTION CHECKS IN ALL DETAILS.  ENVIRONS
 BK3052'HAVE NOT CHANGED.
 BK3052
 BK3052                          STATION RECOVERY (1941)
 BK3052
 BK3052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3052'STATION RECOVERED AS DESCRIBED.  COMPLETE NEW DESCRIPTION
 BK3052'FOLLOWS--
 BK3052'
 BK3052'STATION IS ABOUT 2 MILES N OF DE RIDDER, 0.2 MILE N OF THE
 BK3052'SETTLEMENT OF LUDINGTON ON THE RIGHT-OF-WAY OF THE KANSAS
 BK3052'CITY SOUTHERN RAILROAD.
 BK3052'
 BK3052'THE STATION MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3052'IS 91 FEET E OF THE CENTER LINE OF
 BK3052'THE RAILROAD TRACKS, 25 FEET W OF RIGHT-OF-WAY FENCE AND 3
 BK3052'FEET SE OF REFERENCE POST.  IT IS STAMPED LUDINGTON 1935 AND
 BK3052'PROJECTS ABOUT 4 INCHES.
 BK3052'
 BK3052'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3052'IS NNE OF THE STATION, 1 FOOT W
 BK3052'OF RIGHT-OF-WAY FENCE.  IT IS STAMPED LUDINGTON NO. 1 1935
 BK3052'AND PROJECTS ABOUT 4 INCHES.
 BK3052'
 BK3052'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3052'IS SSE OF THE STATION, 1 FOOT W
 BK3052'OF RIGHT-OF-WAY FENCE.  IT IS STAMPED LUDINGTON NO. 2 1935
 BK3052'AND PROJECTS ABOUT 4 INCHES.  DISTANCE BETWEEN REFERENCE
 BK3052'MARKS IS 195.47 FEET.
 BK3052'
 BK3052'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3052'IS 0.2 MILE SW OF THE STATION, IN THE
 BK3052'NW ANGLE OF THE CROSSROADS AT LUDINGTON, 38 FEET W OF THE
 BK3052'CENTER LINE OF U.S. HIGHWAY 171, 30 FEET N OF THE CENTER
 BK3052'LINE OF CROSS STREET AND 2 FEET SE OF REFERENCE POST.  IT IS
 BK3052'STAMPED LUDINGTON AZIMUTH 1935 AND PROJECTS ABOUT 3 INCHES.
 BK3052'
 BK3052'A DIRECTION WAS TAKEN TO STATE SURVEY STATION 4274 WHICH
 BK3052'IS ABOUT 1/3 MILE NW OF THE STATION, 36 FEET W OF THE CENTER
 BK3052'LINE OF U.S. HIGHWAY 171, 77 FEET N OF FENCE CORNER AND
 BK3052'4 FEET E OF FENCE LINE.  IT IS A STANDARD STATE SURVEY DISK
 BK3052'SET IN AN 8-INCH SQUARE CONCRETE POST.  IT IS STAMPED 4274 AND
 BK3052'PROJECTS ABOUT 3 INCHES.
 BK3052'
 BK3052'OBSERVATIONS TAKEN FROM A 90-FOOT TOWER.
 BK3052'
 BK3052'A 90-FOOT TOWER AT NEAME IS VISIBLE AT 10 FEET.
 BK3052'
 BK3052'A 77-FOOT TOWER AT DRAKE IS VISIBLE AT 65 FEET.
 BK3052'
 BK3052'A 90-FOOT TOWER AT STRACNER IS VISIBLE AT 26 FEET.
 BK3052'
 BK3052'A 103-FOOT TOWER AT MARTIN IS VISIBLE AT 45 FEET.
 BK3052
 BK3052                          STATION RECOVERY (1943)
 BK3052
 BK3052'RECOVERY NOTE BY US ENGINEERS 1943
 BK3052'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BK3052'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK3052
 BK3052                          STATION RECOVERY (1958)
 BK3052
 BK3052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3052'THE STATION WAS VISITED 8-28-58 AND THE STATION, REFERENCE
 BK3052'MARKS NO. 1 AND NO. 2, AZIMUTH MARK AND 4274 (LA. GEOD. S.)
 BK3052'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS NOW OBSTRUCTED
 BK3052'FROM THE STATION BY A MOTEL BUILDING.  AT THIS DATE 4274
 BK3052'(LA. GEOD. S.) WAS MOVED TO A NEW LOCATION DUE TO HIGHWAY
 BK3052'CONSTRUCTION ON U.S. HIGHWAY 171, DUE TO THIS MARK BEING
 BK3052'OBSTRUCTED FROM THE STATION IT IS NO LONGER USED AS AN AZIMUTH
 BK3052'MARK.  THE NEW MARK SERVES AS A BENCH MARK AND TRAVERSE
 BK3052'STATION FOR THE LA. GEOD. SURVEY.
 BK3052'
 BK3052'A NEW DESCRIPTION FOLLOWS--
 BK3052'
 BK3052'THE STATION IS LOCATED ABOUT 0.2 MILES NORTHEAST OF THE
 BK3052'VILLAGE OF LUDINGTON, 2 MILES NORTH OF DE RIDDER ON THE
 BK3052'RIGHT-OF-WAY OF THE KANSAS CITY SOUTHERN RAILROAD, AT A
 BK3052'POINT WHERE THE RAILROAD PASSES THROUGH A CUT, 90 YARDS
 BK3052'NORTH OF WHERE A GRAVELED ROAD TURNS EAST AWAY FROM THE
 BK3052'TRACKS.  IT IS IN THE SW 1/4 OF SEC. 22, T A S, R 9 W., 89
 BK3052'FEET EAST OF THE EAST RAIL OF THE TRACK, 19 FEET
 BK3052'NORTH-NORTHEAST OF THE 2ND TELEGRAPH POLE NORTH OF THE ROAD, 25
 BK3052'FEET WEST OF THE RIGHT-OF-WAY FENCE, 114 FEET
 BK3052'SOUTH-SOUTHEAST OF THE 3RD POLE NORTH OF THE ROAD, 33
 BK3052'FEET EAST OF THE EDGE OF A CUT BANK, AND 11 RAILS SOUTH
 BK3052'OF MILEPOST 687.  IT IS A STANDARD DISK, STAMPED LUDINGTON
 BK3052'1935, PROJECTING 4 INCHES.
 BK3052'
 BK3052'REFERENCE MARK NO. 1 IS 106.57 FEET NORTH-NORTHEAST OF THE
 BK3052'STATION, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE, 101 FEET
 BK3052'EAST OF THE EAST RAIL OF THE TRACK, 25 FEET EAST-SOUTHEAST OF THE
 BK3052'3RD TELEGRAPH POLE NORTH OF THE ROAD, AND 44 FEET EAST OF THE
 BK3052'EDGE OF THE CUT BANK.  IT IS A STANDARD DISK, STAMPED LUDINGTON
 BK3052'NO. 1 1935, PROJECTING 10 INCHES.
 BK3052'
 BK3052'REFERENCE MARK NO. 2 IS 92.51 FEET SOUTH-SOUTHEAST OF THE
 BK3052'STATION, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 59 FEET EAST
 BK3052'OF THE CUT BANK, 116 FEET EAST OF THE EAST RAIL OF THE TRACK,
 BK3052'AND 67 FEET NORTHEAST OF THE 2ND TELEGRAPH POLE NORTH OF THE
 BK3052'ROAD.  IT IS A STANDARD DISK, STAMPED LUDINGTON NO 2 1935,
 BK3052'PROJECTING 6 INCHES.
 BK3052'
 BK3052'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF THE STATION,
 BK3052'IN THE NORTHWEST ANGLE OF A CROSSROAD AND AT THE SOUTHEAST
 BK3052'CORNER OF THE YARD OF A LARGE WHITE HOUSE.  IT IS 2 FEET
 BK3052'NORTHEAST OF A POWER POLE, 5 FEET SOUTHEAST OF THE SOUTHEAST
 BK3052'CORNER OF A YARD FENCE, 39 FEET WEST OF THE CENTER OF U.S.
 BK3052'HIGHWAY 171, 28 FEET NORTH OF THE CENTER OF A SIDE ROAD LEADING
 BK3052'WEST, AND 58 FEET NORTH OF A FIRE HYDRANT.  IT IS A STANDARD
 BK3052'DISK, STAMPED LUDINGTON AZIMUTH 1935, FLUSH WITH THE GROUND.
 BK3052'(NOTE 16A).
 BK3052'
 BK3052'TO REACH THE STATION FROM THE POST OFFICE IN DE RIDDER GO
 BK3052'WEST FOR 1 BLOCK ON U.S. HIGHWAY 171, TURN RIGHT AND GO NORTH
 BK3052'ON U.S. HIGHWAY 171 FOR 1.9 MILES TO THE CROSSROAD AT THE
 BK3052'NORTH EDGE OF THE VILLAGE OF LUDINGTON AND THE AZIMUTH MARK
 BK3052'ON THE LEFT, TURN RIGHT AND GO EAST AND NORTH CROSSING THE
 BK3052'TRACKS FOR 0.25 MILE TO WHERE THE ROAD TURNS EAST AWAY FROM
 BK3052'THE TRACK AND THE MARK ABOUT 90 YARDS NORTH ON THE EAST SIDE
 BK3052'OF THE TRACK.
 BK3052
 BK3052                          STATION RECOVERY (1971)
 BK3052
 BK3052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BK3052'THE STATION WAS VISITED 3-25-71 AND THE STATION MARKS (SURFACE
 BK3052'AND UNDERGROUND) WERE FOUND DESTROYED WHEN THE BANK WAS
 BK3052'EXCAVATED TO BUILD A ROAD AND A SIDE TRACK.  THE AZIMUTH MARK
 BK3052'WAS FOUND IN GOOD CONDITION BUT WAS OBSTRUCTED BY WOOD AND
 BK3052'A MOTEL BUILT ON LINE.  THE REFERENCE MARKS NO. 1 AND NO. 2
 BK3052'WERE FOUND IN GOOD CONDITION AND THE STATION WAS RE-ESTABLISHED
 BK3052'FROM A SIDE ANGLE SIDE COMPUTED FROM THE 1935 ANGLES AND
 BK3052'MEASUREMENTS THE POINT RESTABLISHED WAS REMEASURED WITH GOOD
 BK3052'CHECKS.  THE ANGLE BETWEEN THE MARKS AT THE STATION ALSO
 BK3052'CHECKED VERY GOOD.  A NEW STATION LUDINGTON 2 1971 WAS THEN
 BK3052'RESET 29.723 METERS EAST OF THIS POINT.  SEE DESCRIPTION FOR
 BK3052'LUDINGTON 2 1971.
 BK3052'
 BK3052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BK3052'NORTH OF DE RIDDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3058 ***********************************************************************
 BK3058  DESIGNATION -  LUDINGTON 1935 RM 1
 BK3058  PID         -  BK3058
 BK3058  STATE/COUNTY-  LA/BEAUREGARD
 BK3058  USGS QUAD   -  ROSEPINE (1994)
 BK3058
 BK3058                         *CURRENT SURVEY CONTROL
 BK3058  ___________________________________________________________________
 BK3058* NAD 83(1992)-  30 52 36.43907(N)    093 16 58.17959(W)     ADJUSTED  
 BK3058* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 BK3058  ___________________________________________________________________
 BK3058  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 BK3058  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BK3058
 BK3058  HORZ ORDER  -  SECOND
 BK3058
 BK3058.The horizontal coordinates were established by classical geodetic methods
 BK3058.and adjusted by the National Geodetic Survey in January 1993..
 BK3058
 BK3058.The orthometric height was scaled from a topographic map.
 BK3058
 BK3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3058
 BK3058.The geoid height was determined by GEOID03.
 BK3058
 BK3058;                    North         East     Units Scale Factor Converg.
 BK3058;SPC LA S     -   265,049.487   813,577.119   MT  1.00004238   -0 58 29.2
 BK3058;SPC LA S     -   869,583.19  2,669,210.93   sFT  1.00004238   -0 58 29.2
 BK3058;SPC LA N     -    42,048.778   925,135.453   MT  1.00007835   -0 24 50.0
 BK3058;SPC LA N     -   137,955.03  3,035,215.23   sFT  1.00007835   -0 24 50.0
 BK3058;UTM  15      - 3,415,981.393   472,964.851   MT  0.99960902   -0 08 42.5
 BK3058
 BK3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3058!SPC LA S     -   0.99999453  x   1.00004238  =   1.00003691
 BK3058!SPC LA N     -   0.99999453  x   1.00007835  =   1.00007288
 BK3058!UTM  15      -   0.99999453  x   0.99960902  =   0.99960355
 BK3058
 BK3058|---------------------------------------------------------------------|
 BK3058| PID    Reference Object                     Distance      Geod. Az  |
 BK3058|                                                           dddmmss.s |
 BK3058| BK3057 LUDINGTON 2                          38.241 METERS 14149     |
 BK3058| BK3059 LUDINGTON 1935 RM 2                  59.552 METERS 18017     |
 BK3058| BK3052 LUDINGTON                            32.481 METERS 19042     |
 BK3058|---------------------------------------------------------------------|
 BK3058
 BK3058                          SUPERSEDED SURVEY CONTROL
 BK3058
 BK3058  NAD 83(1986)-  30 52 36.45869(N)    093 16 58.16907(W) AD(       ) 2
 BK3058  NAD 27      -  30 52 35.75809(N)    093 16 57.57960(W) AD(       ) 2
 BK3058
 BK3058.Superseded values are not recommended for survey control.
 BK3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3058.See file dsdata.txt to determine how the superseded data were derived.
 BK3058
 BK3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7296515981(NAD 83)
 BK3058_MARKER: DR = REFERENCE MARK DISK
 BK3058_SETTING: 0 = UNSPECIFIED SETTING
 BK3058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3058
 BK3058  HISTORY     - Date     Condition        Report By
 BK3058  HISTORY     - 1971     MONUMENTED       NGS
 BK3058
 BK3058                          STATION DESCRIPTION
 BK3058
 BK3058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BK3058'THE STATION IS LOCATED 2.0 MILES NORTH OF DERIDDER, 0.2 MILE
 BK3058'NORTH EAST OF THE COMMUNITY OF LUDINGTON, IN A PASTURE OWNED BY
 BK3058'MR. JOHN CAROLL, IN THE SOUTHWEST 1/4 OF SEC. 22 T 2S, R 9 W., AT
 BK3058'A POINT WHERE THE RAILROAD TRACKS GOES THROUGH A CUT.  IT IS 186.5
 BK3058'FEET EAST OF THE EAST RAIL OF THE MAIN TRACKS, 241 FEET NORTH OF
 BK3058'AN EAST-WEST FENCE LINE ALONG THE NORTH SIDE OF A ROAD, 49 FEET
 BK3058'ENE OF A POWER POLE IN A PASTURE AND 87 FEET EAST OF THE RAILROAD
 BK3058'RIGHT-OF-WAY FENCE AND WITNESS POST.  IT IS A
 BK3058'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 BK3058'WITH THE GROUND.
 BK3058'
 BK3058'REFERENCE MARK NO. 1 IS 125.45 FEET NORTHWEST OF THE STATION, 2.4
 BK3058'FEET EAST OF A RIGHT-OF-WAY FENCE, 101 FEET EAST OF THE EAST RAIL OF
 BK3058'THE TRACKS, 106 FEET NNW OF A POWER POLE AND 6.6 FEET SSE OF A
 BK3058'TELEPHONE POLE.  IT IS A REFERENCE MARK DISK STAMPED LUDINGTON NO
 BK3058'1 1935, PROJECTING 14 INCHES.
 BK3058'
 BK3058'TO REACH THE STATION FROM THE POST OFFICE IN DERIDDER GO WEST FOR
 BK3058'1 BLOCK TO THE INTERSECTION OF U.S. HIGHWAYS 190 AND 171, GO NORTH
 BK3058'ON U.S. HIGHWAY 171 FOR 1.7 MILES TO A RAILROAD CROSSING, CONTINUE
 BK3058'NORTH FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST AND
 BK3058'NORTH FOR 0.25 MILE TO A POINT WHERE THE ROAD TURNS SHARP RIGHT
 BK3058'AND A ROAD CONTINUED NORTH ALONG THE TRACKS.  THE STATION IS
 BK3058'ABOUT 200 FEET NORTH OF THIS POINT IN A PASTURE.
 BK3058'
 BK3058'NEAREST TOWN--DERIDDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3059 ***********************************************************************
 BK3059  DESIGNATION -  LUDINGTON 1935 RM 2
 BK3059  PID         -  BK3059
 BK3059  STATE/COUNTY-  LA/BEAUREGARD
 BK3059  USGS QUAD   -  ROSEPINE (1994)
 BK3059
 BK3059                         *CURRENT SURVEY CONTROL
 BK3059  ___________________________________________________________________
 BK3059* NAD 83(1992)-  30 52 34.50536(N)    093 16 58.19059(W)     ADJUSTED  
 BK3059* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 BK3059  ___________________________________________________________________
 BK3059  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 BK3059  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BK3059
 BK3059  HORZ ORDER  -  SECOND
 BK3059
 BK3059.The horizontal coordinates were established by classical geodetic methods
 BK3059.and adjusted by the National Geodetic Survey in January 1993..
 BK3059
 BK3059.The orthometric height was scaled from a topographic map.
 BK3059
 BK3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3059
 BK3059.The geoid height was determined by GEOID03.
 BK3059
 BK3059;                    North         East     Units Scale Factor Converg.
 BK3059;SPC LA S     -   264,989.947   813,575.814   MT  1.00004223   -0 58 29.2
 BK3059;SPC LA S     -   869,387.85  2,669,206.65   sFT  1.00004223   -0 58 29.2
 BK3059;SPC LA N     -    41,989.225   925,134.731   MT  1.00007852   -0 24 50.0
 BK3059;SPC LA N     -   137,759.65  3,035,212.86   sFT  1.00007852   -0 24 50.0
 BK3059;UTM  15      - 3,415,921.866   472,964.408   MT  0.99960902   -0 08 42.5
 BK3059
 BK3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3059!SPC LA S     -   0.99999453  x   1.00004223  =   1.00003676
 BK3059!SPC LA N     -   0.99999453  x   1.00007852  =   1.00007305
 BK3059!UTM  15      -   0.99999453  x   0.99960902  =   0.99960355
 BK3059
 BK3059|---------------------------------------------------------------------|
 BK3059| PID    Reference Object                     Distance      Geod. Az  |
 BK3059|                                                           dddmmss.s |
 BK3059| BK3058 LUDINGTON 1935 RM 1                  59.552 METERS 00017     |
 BK3059| BK3057 LUDINGTON 2                          37.976 METERS 03903     |
 BK3059| BK3052 LUDINGTON                            28.223 METERS 34817     |
 BK3059|---------------------------------------------------------------------|
 BK3059
 BK3059                          SUPERSEDED SURVEY CONTROL
 BK3059
 BK3059  NAD 83(1986)-  30 52 34.52487(N)    093 16 58.18005(W) AD(       ) 2
 BK3059  NAD 27      -  30 52 33.82417(N)    093 16 57.58942(W) AD(       ) 2
 BK3059
 BK3059.Superseded values are not recommended for survey control.
 BK3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3059.See file dsdata.txt to determine how the superseded data were derived.
 BK3059
 BK3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7296415922(NAD 83)
 BK3059_MARKER: DR = REFERENCE MARK DISK
 BK3059_SETTING: 0 = UNSPECIFIED SETTING
 BK3059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3059
 BK3059  HISTORY     - Date     Condition        Report By
 BK3059  HISTORY     - 1971     MONUMENTED       NGS
 BK3059  HISTORY     - 20011125 GOOD             USPSQD
 BK3059
 BK3059                          STATION DESCRIPTION
 BK3059
 BK3059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BK3059'THE STATION IS LOCATED 2.0 MILES NORTH OF DERIDDER, 0.2 MILE NORTH
 BK3059'EAST OF THE COMMUNITY OF LUDINGTON, IN A PASTURE OWNED BY MR. JOHN
 BK3059'CAROLL, IN THE SOUTHWEST 1/4 OF SEC. 22 T 2S, R 9 W., AT A POINT
 BK3059'WHERE THE RAILROAD TRACKS GOES THROUGH A CUT.  IT IS 186.5 FEET
 BK3059'EAST OF THE EAST RAIL OF THE MAIN TRACKS, 241 FEET NORTH OF AN
 BK3059'EAST-WEST FENCE LINE ALONG THE NORTH SIDE OF A ROAD, 49 FEET ENE
 BK3059'OF A POWER POLE IN A PASTURE AND 87 FEET EAST OF THE RAILROAD
 BK3059'RIGHT-OF-WAY FENCE AND WITNESS POST.  IT IS A TRIANGULATION STATION
 BK3059'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK3059'
 BK3059'REFERENCE MARK NO. 2 IS 124.59 FEET SOUTHWEST OF THE STATION, 116
 BK3059'FEET EAST OF THE EAST RAIL OF THE TRACKS, 16.6 FEET EAST OF THE
 BK3059'RIGHT-OF-WAY FENCE LINE, 148 FEET NNE OF A FENCE CORNER AND 90 FEET
 BK3059'SSW OF A POWER POLE.  IT IS A REFERENCE MARK DISK SET IN THE TOP
 BK3059'OF A CONCRETE POST PROJECTING 4 INCHES.  IT IS STAMPED LUDINGTON
 BK3059'NO 2 1935.
 BK3059'
 BK3059'TO REACH THE STATION FROM THE POST OFFICE IN DERIDDER GO WEST FOR
 BK3059'1 BLOCK TO THE INTERSECTION OF U.S. HIGHWAYS 190 AND 171, GO NORTH
 BK3059'ON U.S. HIGHWAY 171 FOR 1.7 MILES TO A RAILROAD CROSSING, CONTINUE
 BK3059'NORTH FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST AND
 BK3059'NORTH FOR 0.25 MILE TO A POINT WHERE THE ROAD TURNS SHARP RIGHT
 BK3059'AND A ROAD CONTINUED NORTH ALONG THE TRACKS.  THE STATION IS
 BK3059'ABOUT 200 FEET NORTH OF THIS POINT IN A PASTURE.
 BK3059'
 BK3059'NEAREST TOWN--DERIDDER.
 BK3059
 BK3059                          STATION RECOVERY (2001)
 BK3059
 BK3059'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3057 ***********************************************************************
 BK3057  DESIGNATION -  LUDINGTON 2
 BK3057  PID         -  BK3057
 BK3057  STATE/COUNTY-  LA/BEAUREGARD
 BK3057  USGS QUAD   -  ROSEPINE (1994)
 BK3057
 BK3057                         *CURRENT SURVEY CONTROL
 BK3057  ___________________________________________________________________
 BK3057* NAD 83(1992)-  30 52 35.46293(N)    093 16 57.28978(W)     ADJUSTED  
 BK3057* NAVD 88     -        62.3    (meters)     204.     (feet)  VERTCON   
 BK3057  ___________________________________________________________________
 BK3057  X           -    -313,733.719 (meters)                     COMP
 BK3057  Y           -  -5,470,070.341 (meters)                     COMP
 BK3057  Z           -   3,254,169.250 (meters)                     COMP
 BK3057  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 BK3057  ELLIP HEIGHT-          35.48  (meters)          (01/02/04) GPS OBS
 BK3057  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BK3057
 BK3057  HORZ ORDER  -  FIRST
 BK3057  ELLP ORDER  -  FOURTH    CLASS II
 BK3057
 BK3057.The horizontal coordinates were established by classical geodetic methods
 BK3057.and adjusted by the National Geodetic Survey in January 1993..
 BK3057
 BK3057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3057
 BK3057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3057
 BK3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3057
 BK3057.The ellipsoidal height was determined by GPS observations
 BK3057.and is referenced to NAD 83.
 BK3057
 BK3057.The geoid height was determined by GEOID03.
 BK3057
 BK3057;                    North         East     Units Scale Factor Converg.
 BK3057;SPC LA S     -   265,019.027   813,600.241   MT  1.00004230   -0 58 28.7
 BK3057;SPC LA S     -   869,483.26  2,669,286.79   sFT  1.00004230   -0 58 28.7
 BK3057;SPC LA N     -    42,018.544   925,158.873   MT  1.00007844   -0 24 49.5
 BK3057;SPC LA N     -   137,855.84  3,035,292.07   sFT  1.00007844   -0 24 49.5
 BK3057;UTM  15      - 3,415,951.284   472,988.402   MT  0.99960900   -0 08 42.1
 BK3057
 BK3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3057!SPC LA S     -   0.99999443  x   1.00004230  =   1.00003673
 BK3057!SPC LA N     -   0.99999443  x   1.00007844  =   1.00007287
 BK3057!UTM  15      -   0.99999443  x   0.99960900  =   0.99960343
 BK3057
 BK3057:                Primary Azimuth Mark                     Grid Az
 BK3057:SPC LA S     -  LUDINGTON 2 AZ MK                        059 03 32.6
 BK3057:SPC LA N     -  LUDINGTON 2 AZ MK                        058 29 53.4
 BK3057:UTM  15      -  LUDINGTON 2 AZ MK                        058 13 46.0
 BK3057
 BK3057|---------------------------------------------------------------------|
 BK3057| PID    Reference Object                     Distance      Geod. Az  |
 BK3057|                                                           dddmmss.s |
 BK3057| CV7909 LUDINGTON 2 AZ MK                                  0580503.9 |
 BK3057| BK3070 DERIDDER CABLE TV MAST              APPROX. 0.9 KM 2115825.1 |
 BK3057| BK3059 LUDINGTON 1935 RM 2                  37.976 METERS 21903     |
 BK3057| BK3052 LUDINGTON                            29.721 METERS 26625     |
 BK3057| BK3060 DERIDDER RAD STA KDLA MAST          APPROX. 0.7 KM 2884905.4 |
 BK3057| CV7910 LUDINGTON 2 RM 3                     37.277 METERS 31930     |
 BK3057| BK3058 LUDINGTON 1935 RM 1                  38.241 METERS 32149     |
 BK3057|---------------------------------------------------------------------|
 BK3057
 BK3057                          SUPERSEDED SURVEY CONTROL
 BK3057
 BK3057  ELLIP H (01/21/93)   35.49   (m)                       GP(       ) 4 2
 BK3057  NAD 83(1986)-  30 52 35.48253(N)    093 16 57.27919(W) AD(       ) 1
 BK3057  NAD 27      -  30 52 34.78227(N)    093 16 56.68910(W) AD(       ) 3
 BK3057  NGVD 29 (08/21/91)   62.4    (m)          205.     (f) GPS OBS        
 BK3057
 BK3057.Superseded values are not recommended for survey control.
 BK3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3057.See file dsdata.txt to determine how the superseded data were derived.
 BK3057
 BK3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7298815951(NAD 83)
 BK3057_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3057_SP_SET: SQUARE CONCRETE MONUMENT
 BK3057_STAMPING: LUDINGTON 2 1971
 BK3057_MARK LOGO: NGS   
 BK3057_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3057+STABILITY: SURFACE MOTION
 BK3057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3057+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1991
 BK3057
 BK3057  HISTORY     - Date     Condition        Report By
 BK3057  HISTORY     - 1971     MONUMENTED       NGS
 BK3057  HISTORY     - 1971     GOOD             NGS
 BK3057  HISTORY     - 1972     GOOD             NGS
 BK3057  HISTORY     - 1987     GOOD             NGS
 BK3057  HISTORY     - 19910124 GOOD             NGS
 BK3057
 BK3057                          STATION DESCRIPTION
 BK3057
 BK3057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BK3057'THE STATION IS LOCATED 2.0 MILES NORTH OF DERIDDER, 0.2 MILE NORTH
 BK3057'EAST OF THE COMMUNITY OF LUDINGTON, IN A PASTURE OWNED BY MR. JOHN
 BK3057'CAROLL, IN THE SOUTHWEST 1/4 OF SEC. 22 T 2S, R 9 W., AT A POINT
 BK3057'WHERE THE RAILROAD TRACKS GOES THROUGH A CUT.  IT IS 186.5 FEET
 BK3057'EAST OF THE EAST RAIL OF THE MAIN TRACKS, 241 FEET NORTH OF AN
 BK3057'EAST-WEST FENCE LINE ALONG THE NORTH SIDE OF A ROAD, 49 FEET ENE
 BK3057'OF A POWER POLE IN A PASTURE AND 87 FEET EAST OF THE RAILROAD
 BK3057'RIGHT-OF-WAY FENCE AND WITNESS POST.  IT IS A TRIANGULATION STATION
 BK3057'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK3057'
 BK3057'REFERENCE MARK NO. 1 IS 125.45 FEET NORTHWEST OF THE STATION, 2.4
 BK3057'FEET EAST OF A RIGHT-OF-WAY FENCE, 101 FEET EAST OF THE EAST RAIL
 BK3057'OF THE TRACKS, 106 FEET NNW OF A POWER POLE AND 6.6 FEET SSE OF A
 BK3057'TELEPHONE POLE.  IT IS A REFERENCE MARK DISK STAMPED LUDINGTON NO
 BK3057'1 1935, PROJECTING 14 INCHES.
 BK3057'
 BK3057'REFERENCE MARK NO. 2 IS 124.59 FEET SOUTHWEST OF THE STATION, 116
 BK3057'FEET EAST OF THE EAST RAIL OF THE TRACKS, 16.6 FEET EAST OF THE
 BK3057'RIGHT-OF-WAY FENCE LINE, 148 FEET NNE OF A FENCE CORNER AND 90 FEET
 BK3057'SSW OF A POWER POLE.  IT IS A REFERENCE MARK DISK SET IN THE TOP
 BK3057'OF A CONCRETE POST PROJECTING 4 INCHES.  IT IS STAMPED LUDINGTON NO.
 BK3057'2 1935.
 BK3057'
 BK3057'TO REACH THE STATION FROM THE POST OFFICE IN DERIDDER GO WEST FOR
 BK3057'1 BLOCK TO THE INTERSECTION OF U. S. HIGHWAYS 190 AND 171, GO NORTH
 BK3057'ON U. S. HIGHWAY 171 FOR 1.7 MILES TO A RAILROAD CROSSING, CONTINUE
 BK3057'NORTH FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST AND
 BK3057'NORTH FOR 0.25 MILE TO A POINT WHERE THE ROAD TURNS SHARP RIGHT
 BK3057'AND A ROAD CONTINUED NORTH ALONG THE TRACKS.  THE STATION IS ABOUT
 BK3057'200 FEET NORTH OF THIS POINT IN A PASTURE.
 BK3057'
 BK3057'NEAREST TOWN--DERIDDER.
 BK3057
 BK3057                          STATION RECOVERY (1971)
 BK3057
 BK3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BK3057'RECOVERED IN GOOD CONDITION.
 BK3057
 BK3057                          STATION RECOVERY (1972)
 BK3057
 BK3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BK3057'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE AZIMUTH MARK
 BK3057'WERE RECOVERED AND FOUND AS DESCRIBED IN THE 1971 DESCRIPTION BY
 BK3057'A. K. H.
 BK3057'
 BK3057'THE LOCATION AND ROUTE TO THE STATION WERE FOUND TO BE CORRECT.
 BK3057'
 BK3057'A CHECK FOR DISTANCE AND DIRECTION WERE MADE.  THE DIRECTIONS WERE
 BK3057'CORRECT.  A DIFFERENCE IN DISTANCE TO REFERENCE MARK 1, WAS FOUND IN
 BK3057'ERROR OF 0.314 METERS.  THE DISTANCE TO REFERENCE MARK 2, WAS FOUND
 BK3057'IN ERROR OF 0.003 METERS.
 BK3057'
 BK3057'REFERENCE MARK 3 AND AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 BK3057'
 BK3057'REFERENCE MARK 3, A STANDARD DISK STAMPED LUDINGTON 2 NO 3 1972, IS
 BK3057'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK3057'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 11.5 FEET SOUTH
 BK3057'OF AN UTILITY POLE 5225 AND 1 FOOT EAST OF FENCELINE.
 BK3057'
 BK3057'THE AZIMUTH MARK, A STANDARD DISK STAMPED LUDINGTON 2 1972, IS SET
 BK3057'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK3057'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 90.5 FEET WEST OF FENCE
 BK3057'CORNER, 2.5 FEET WEST OF METAL WITNESS POST WITH SIGN ATTACHED AND
 BK3057'1 FOOT SOUTH OF FENCELINE.
 BK3057'
 BK3057'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ACROSS
 BK3057'PASTURED LAND TO THE AZIMUTH MARK AS DESCRIBED.
 BK3057'
 BK3057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 BK3057'DERIDDER.
 BK3057'
 BK3057'HEIGHT OF LIGHT ABOVE STATION MARK 126 FEET.
 BK3057
 BK3057                          STATION RECOVERY (1987)
 BK3057
 BK3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BK3057'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK3057'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BK3057'OBSERVATIONS.
 BK3057'
 BK3057'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 BK3057'NORTH OF DE RIDDER, 0.3 KM (0.2 MI) NORTHEAST OF THE COMMUNITY OF
 BK3057'LUDINGTON, AND A PASTURE.
 BK3057'OWNERSHIP--MR. JOHN H. CARROLL, ROUTE 4 BOX 496, DE RIDDER, LA.,
 BK3057'PHONE 318-463-8043.
 BK3057'
 BK3057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 190W AND
 BK3057'171N IN DE RIDDER (NOTE, HIGHWAY 190 IS ONE WAY WEST BOUND), GO
 BK3057'NORTH ON HIGHWAY 171 FOR 2.6 KM (1.65 MI) TO A RAILROAD CROSSING,
 BK3057'CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO A PAVED ROAD RIGHT.  TURN
 BK3057'RIGHT, EAST, FOR 0.3 KM (0.2 MI) THRU A SHARP RIGHT TURN TO A HOUSE
 BK3057'TRAILER AND BARNS ON LEFT, CONTINUE PAST HOUSE TRAILER 0.1 KM (0.05
 BK3057'MI) TO DRIVEWAY WITH GATE AND CATTLEGUARD ON LEFT, MAIL BOX 496.
 BK3057'CROSS CATTLEGUARD AND GO NORTH 30.5 M (100 FT) TO FENCE CORNER ON
 BK3057'LEFT, THEN WESTERLY ALONG NORTH SIDE OF FENCE 0.1 KM (0.05 MI) TO
 BK3057'OPEN GATE.  PASS THRU GATE, CROSSING OVER CONCRETE AND GO WESTERLY
 BK3057'ACROSS PASTURE 0.2 KM (0.1 MI) TO STATION IN THE OPEN PASTURE.
 BK3057'
 BK3057'THE STATION IS A STANDARD NGS DISK
 BK3057'STAMPED---LUDINGTON 2 1971---,
 BK3057'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BK3057'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 BK3057'74.37 METERS (244.0 FT) NORTH FROM AN EAST-WEST FENCE LINE,
 BK3057'26.52 METERS (87.0 FT) EAST FROM A NORTH-SOUTH FENCE LINE,
 BK3057'15.24 METERS (50.0 FT) EAST-NORTHEAST FROM A UTILITY POLE AND
 BK3057'0.73 METERS (2.4 FT) WEST FROM A WITNESS POST.
 BK3057'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3057'STAMPED---LUDINGTON 2 1971---,
 BK3057'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK3057'
 BK3057'DESCRIBED BY V.C. PICZAK, TYPED BY DEW.
 BK3057
 BK3057                          STATION RECOVERY (1991)
 BK3057
 BK3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BK3057'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTH OF DE RIDDER ON THE
 BK3057'EAST SIDE OF AN OPEN PASTURE.  OWNERSHIP--MR. JOHN H. CARROLL, ROUTE
 BK3057'4 BOX 496, DE RIDDER, LA 70364. NOTE--CALL MR. CARROLL ONE DAY IN
 BK3057'ADVANCE OF ANY SURVEY, PHONE 318-463-8043.
 BK3057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190
 BK3057'WEST IN DE RIDDER, GO NORTH ON HIGHWAY 171 FOR 2.65 KM (1.65 MI) TO A
 BK3057'RAILROAD CROSSING.  CONTINUE AHEAD ON HIGHWAY 171 FOR 0.4 KM
 BK3057'(0.2 MI) TO A PAVED ROAD ON THE RIGHT (ACROSS HIGHWAY 171 FROM THE
 BK3057'JUNCTION OF HARRISON STREET LEADING WEST).  TURN RIGHT, EAST, ON THE
 BK3057'PAVED ROAD FOR 0.16 KM (0.10 MI) TO A RAILROAD CROSSING.  CROSS THE
 BK3057'TRACKS TO THE JUNCTION OF A PAVED ROAD ON THE LEFT (AT AN AMERICAN
 BK3057'SUPPLY COMPANY SIGN).  TURN LEFT, NORTHERLY, ON THE PAVED ROAD FOR
 BK3057'0.4 KM (0.2 MI) TO A GATE AND CATTLE GUARD ON THE LEFT (RAILROAD TIE
 BK3057'WITH MAIL BOX NUMBER 496 AT THIS LOCATION), TURN LEFT, NORTH CROSSING
 BK3057'THE CATTLE GUARD AND GO ABOUT 30.48 M (100.00 FT) TO A FENCE CORNER
 BK3057'ON THE LEFT.  TURN LEFT, WEST, ALONG THE FENCE FOR ABOUT 0.08 KM
 BK3057'(0.05 MI) TO AN OPEN GATE.  PASS THRU THE GATE CROSSING OVER A
 BK3057'CONCRETE PAD INTO AN OPEN PASTURE.  CONTINUE AHEAD, WEST, FOR 0.16 KM
 BK3057'(0.10 MI) TO THE STATION ABOUT 15.24 M (50.00 FT) EAST-NORTHEAST OF A
 BK3057'POWER POLE.
 BK3057'THE STATION IS FLUSH WITH THE GROUND LOCATED 74.37 M (244.00 FT) NORTH
 BK3057'OF THE EAST-WEST FENCE LINE, 26.52 M (87.01 FT) EAST OF THE
 BK3057'NORTH-SOUTH FENCE LINE, 15.24 M (50.00 FT) EAST-NORTHEAST OF A POWER
 BK3057'POLE AND 0.73 M (2.40 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2943 ***********************************************************************
 AU2943  DESIGNATION -  LUDWICK
 AU2943  PID         -  AU2943
 AU2943  STATE/COUNTY-  LA/JEFFERSON
 AU2943  USGS QUAD   -  CAMINADA PASS (1994)
 AU2943
 AU2943                         *CURRENT SURVEY CONTROL
 AU2943  ___________________________________________________________________
 AU2943* NAD 83(1992)-  29 14 23.29112(N)    090 00 06.76329(W)     ADJUSTED  
 AU2943* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AU2943  **This station is located in a subsidence area (see below).
 AU2943  ___________________________________________________________________
 AU2943  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AU2943  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AU2943
 AU2943  HORZ ORDER  -  THIRD
 AU2943
 AU2943.The horizontal coordinates were established by classical geodetic methods
 AU2943.and adjusted by the National Geodetic Survey in January 1993..
 AU2943
 AU2943 ** The orthometric height has not been validated since last determined
 AU2943 ** by differential leveling and should not be used for control purposes.
 AU2943 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2943 ** area with valid NAVD 88 orthometric heights.
 AU2943 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2943 ** epoch indicated which incorporates improved geoid heights for the
 AU2943 ** Southern Louisiana Subsidence area.
 AU2943 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2943
 AU2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2943
 AU2943.The geoid height was determined by GEOID03.
 AU2943
 AU2943;                    North         East     Units Scale Factor Converg.
 AU2943;SPC LA S     -    82,757.348 1,129,433.719   MT  1.00001329   +0 39 56.7
 AU2943;SPC LA S     -   271,513.07  3,705,483.79   sFT  1.00001329   +0 39 56.7
 AU2943;UTM  15      - 3,238,280.611   791,410.283   MT  1.00064802   +1 27 55.9
 AU2943;UTM  16      - 3,238,289.964   208,224.333   MT  1.00065065   -1 28 02.5
 AU2943
 AU2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2943!SPC LA S     -   1.00000360  x   1.00001329  =   1.00001689
 AU2943!UTM  15      -   1.00000360  x   1.00064802  =   1.00065162
 AU2943!UTM  16      -   1.00000360  x   1.00065065  =   1.00065425
 AU2943
 AU2943|---------------------------------------------------------------------|
 AU2943| PID    Reference Object                     Distance      Geod. Az  |
 AU2943|                                                           dddmmss.s |
 AU2943| AU2944 201 PLUS 786 USE 1966                49.274 METERS 00145     |
 AU2943| AT1207 GRAND ISLE CATC MICROWAVE MAST      APPROX. 4.1 KM 0613904.2 |
 AU2943| AT1204 GRAND ISLE WATER TANK               APPROX. 2.7 KM 0620511.7 |
 AU2943| AT1215 GRAND ISLE HUMBLE COMMUN TOWER      APPROX. 3.8 KM 0620852.1 |
 AU2943| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX. 2.2 KM 0850226.3 |
 AU2943| DD7382 LUDWICK AZ MK                                      1511156.7 |
 AU2943| DD7383 LUDWICK RM 1                         21.172 METERS 15813     |
 AU2943| DD7384 LUDWICK RM 2                         27.456 METERS 34614     |
 AU2943|---------------------------------------------------------------------|
 AU2943
 AU2943                          SUPERSEDED SURVEY CONTROL
 AU2943
 AU2943  NAD 83(1986)-  29 14 23.30473(N)    090 00 06.77327(W) AD(       ) 3
 AU2943  NAD 27      -  29 14 22.48365(N)    090 00 06.51353(W) AD(       ) 3
 AU2943  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 AU2943
 AU2943.Superseded values are not recommended for survey control.
 AU2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2943.See file dsdata.txt to determine how the superseded data were derived.
 AU2943
 AU2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN9141038281(NAD 83)
 AU2943_MARKER: DS = TRIANGULATION STATION DISK
 AU2943_SETTING: 0 = UNSPECIFIED SETTING
 AU2943
 AU2943  HISTORY     - Date     Condition        Report By
 AU2943  HISTORY     - 1966     MONUMENTED       CGS
 AU2943
 AU2943                          STATION DESCRIPTION
 AU2943
 AU2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2943'STATION IS LOCATED ON THE NORTH SHORE OF GRAND ISLE, ABOUT
 AU2943'0.35 MILE NORTH-NORTHWEST OF THE COAST GUARD STATION AND ON A
 AU2943'POINT OF LAND FORMERLY USED AS A BOAT LANDING.
 AU2943'
 AU2943'TO REACH THE STATION FROM THE POST OFFICE IN GRAND ISLE, GO
 AU2943'WEST ON STATE HIGHWAY 1 FOR 0.3 MILE TO A SIDE ROAD RIGHT.
 AU2943'(COUNTY ROUTE 574-5).  TURN RIGHT AND GO NORTH ON A BLACKTOP
 AU2943'STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST FOR
 AU2943'ABOUT 100 FEET TO A SIDE ROAD LEFT.  TURN LEFT, PASS BETWEEN
 AU2943'TWO HOUSES AND GO NORTH ON A SHELL ROAD FOR 0.1 MILE TO THE
 AU2943'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE SHELL ROAD
 AU2943'FOR 0.25 MILE TO THE STATION ON THE LEFT AT THE END OF THE
 AU2943'ROAD.
 AU2943'
 AU2943'STATION MARK, A STANDARD DISK STAMPED LUDWICK 1966, IS CRIMPED
 AU2943'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.
 AU2943'IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH IS FLUSH WITH
 AU2943'THE GROUND SURFACE.  IT IS 144 FEET SOUTH OF THE WATERS EDGE,
 AU2943'78 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE
 AU2943'BLOCK BUILDING, 66 FEET WEST OF THE WATERS EDGE, 45 FEET
 AU2943'EAST OF THE WATERS EDGE AND 3.7 FEET NORTHEAST OF A METAL
 AU2943'WITNESS POST.
 AU2943'
 AU2943'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LUDWICK NO 1
 AU2943'1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND
 AU2943'ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 AU2943'WHICH PROJECTS 4 INCHES.  IT IS 66.2 FEET SOUTH OF THE METAL
 AU2943'WITNESS POST, 42 FEET EAST OF THE WATERS EDGE AND 1.3 FEET EAST
 AU2943'OF A METAL WITNESS POST.
 AU2943'
 AU2943'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LUDWICK NO 2
 AU2943'1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND
 AU2943'ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG
 AU2943'PIPE WHICH PROJECTS 4 INCHES.  IT IS 57 FEET SOUTH OF THE
 AU2943'WATERS EDGE, 45 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 AU2943'THE CONCRETE BLOCK BUILDING, 42 FEET WEST OF THE WATERS EDGE,
 AU2943'1.5 FEET SOUTHWEST OF A POWER POLE AND 1.5 FEET NORTHEAST OF
 AU2943'A METAL WITNESS POST.
 AU2943'
 AU2943'AZIMUTH MARK, A STANDARD DISK STAMPED LUDWICK 1966, IS CRIMPED
 AU2943'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.
 AU2943'IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.3
 AU2943'FEET.  IT IS 60 FEET WEST OF THE CENTER OF A SHELL ROAD
 AU2943'AND 2 FEET WEST OF A METAL WITNESS POST.
 AU2943'
 AU2943'201+786 (USE), A U.S. CORPS OF ENGINEERS SURVEY DISK STAMPED
 AU2943'201+786, IS CRIMPED TO THE TOP OF A 1 INCH CAST IRON PIPE
 AU2943'WHICH PROJECTS 18 INCHES.  IT IS 69 FEET NORTH OF THE NORTHEAST
 AU2943'CORNER OF THE CONCRETE BLOCK BUILDING AND 3 FEET EAST OF THE
 AU2943'WATERS EDGE IN THE WATERS EDGE IN THE WATER AT HIGH TIDE.
 AU2943'
 AU2943'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0802 ***********************************************************************
 BX0802  DESIGNATION -  LULA BOLT
 BX0802  PID         -  BX0802
 BX0802  STATE/COUNTY-  LA/AVOYELLES
 BX0802  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0802
 BX0802                         *CURRENT SURVEY CONTROL
 BX0802  ___________________________________________________________________
 BX0802* NAD 83(1986)-  31 07 24.     (N)    092 04 10.     (W)     SCALED    
 BX0802* NAVD 88     -        24.47   (+/-2cm)      80.3    (feet)  VERTCON   
 BX0802  ___________________________________________________________________
 BX0802  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX0802
 BX0802  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0802
 BX0802.The horizontal coordinates were scaled from a topographic map and have
 BX0802.an estimated accuracy of +/- 6 seconds.
 BX0802
 BX0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0802.The vertical order pertains to the NGVD 29 superseded value.
 BX0802
 BX0802.The geoid height was determined by GEOID03.
 BX0802
 BX0802;                    North         East    Units  Estimated Accuracy
 BX0802;SPC LA N     -    69,200.    1,041,070.      MT  (+/- 180 meters Scaled)
 BX0802
 BX0802                          SUPERSEDED SURVEY CONTROL
 BX0802
 BX0802  NGVD 29 (??/??/??)   24.440  (m)           80.18   (f) ADJUSTED    1 2
 BX0802
 BX0802.Superseded values are not recommended for survey control.
 BX0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0802.See file dsdata.txt to determine how the superseded data were derived.
 BX0802
 BX0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ887436(NAD 83)
 BX0802_MARKER: B = BOLT
 BX0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0802_SP_SET: SLAB
 BX0802_STAMPING: LULA 1930
 BX0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0802
 BX0802  HISTORY     - Date     Condition        Report By
 BX0802  HISTORY     - 1930     MONUMENTED       DOD
 BX0802  HISTORY     - 1966     GOOD             CGS
 BX0802
 BX0802                          STATION DESCRIPTION
 BX0802
 BX0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0802'0.35 MI SW FROM MARKSVILLE.
 BX0802'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0802'AT MARKSVILLE, IN SECTION 48, T 2 N, R 4 E, ABOUT 79 YARDS SOUTHEAST
 BX0802'OF THE SOUTHEAST END OF THE TEXAS AND PACIFIC RAILROAD STATION, 65
 BX0802'FEET NORTH OF THE CENTER OF THE CROSSING OF THE RAILROAD AND
 BX0802'WASHINGTON STREET, 24 FEET NORTHWEST OF THE CENTER LINE OF THE STREET,
 BX0802'42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF CHAZE STREET, 49 1/2 FEET
 BX0802'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 17 1/2 FEET
 BX0802'SOUTHWEST OF A POWER POLE BEARING A TRANSFORMER, ABOUT 3 FEET ABOVE
 BX0802'THE LEVEL OF THE STREET, A COPPER BOLT SET IN THE TOP OF A CONCRETE
 BX0802'SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BX0802'5-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0803 ***********************************************************************
 BX0803  DESIGNATION -  LULA CAP
 BX0803  PID         -  BX0803
 BX0803  STATE/COUNTY-  LA/AVOYELLES
 BX0803  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0803
 BX0803                         *CURRENT SURVEY CONTROL
 BX0803  ___________________________________________________________________
 BX0803* NAD 83(1986)-  31 07 24.     (N)    092 04 09.     (W)     SCALED    
 BX0803* NAVD 88     -        25.70   (+/-2cm)      84.3    (feet)  VERTCON   
 BX0803  ___________________________________________________________________
 BX0803  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX0803
 BX0803  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0803
 BX0803.The horizontal coordinates were scaled from a topographic map and have
 BX0803.an estimated accuracy of +/- 6 seconds.
 BX0803
 BX0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0803.The vertical order pertains to the NGVD 29 superseded value.
 BX0803
 BX0803.The geoid height was determined by GEOID03.
 BX0803
 BX0803;                    North         East    Units  Estimated Accuracy
 BX0803;SPC LA N     -    69,200.    1,041,090.      MT  (+/- 180 meters Scaled)
 BX0803
 BX0803                          SUPERSEDED SURVEY CONTROL
 BX0803
 BX0803  NGVD 29 (??/??/??)   25.667  (m)           84.21   (f) ADJUSTED    1 2
 BX0803
 BX0803.Superseded values are not recommended for survey control.
 BX0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0803.See file dsdata.txt to determine how the superseded data were derived.
 BX0803
 BX0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ887436(NAD 83)
 BX0803_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0803_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0803_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0803_STAMPING: LULA 1930
 BX0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0803
 BX0803  HISTORY     - Date     Condition        Report By
 BX0803  HISTORY     - 1930     MONUMENTED       DOD
 BX0803  HISTORY     - 1966     GOOD             CGS
 BX0803  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0803
 BX0803                          STATION DESCRIPTION
 BX0803
 BX0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0803'0.35 MI SW FROM MARKSVILLE.
 BX0803'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0803'AT MARKSVILLE, IN SECTION 48, T 2 N, R 4 E, ABOUT 79 YARDS SOUTHEAST
 BX0803'OF THE SOUTHEAST END OF THE TEXAS AND PACIFIC RAILROAD STATION, 65
 BX0803'FEET NORTH OF THE CENTER OF THE CROSSING OF THE RAILROAD AND
 BX0803'WASHINGTON STREET, 24 FEET NORTHWEST OF THE CENTER LINE OF THE STREET,
 BX0803'42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF CHAZE STREET, 49 1/2 FEET
 BX0803'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 17 1/2 FEET
 BX0803'SOUTHWEST OF A POWER POLE BEARING A TRANSFORMER, ABOUT 3 FEET ABOVE
 BX0803'THE LEVEL OF THE STREET, A 5-INCH IRON PIPE BEARING A BRASS CAP AND
 BX0803'PROJECTING 18  INCHES.
 BX0803
 BX0803                          STATION RECOVERY (1977)
 BX0803
 BX0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0803'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3052 ***********************************************************************
 BX3052  DESIGNATION -  LULA RESET
 BX3052  PID         -  BX3052
 BX3052  STATE/COUNTY-  LA/SABINE
 BX3052  USGS QUAD   -  UNION SPRINGS (1984)
 BX3052
 BX3052                         *CURRENT SURVEY CONTROL
 BX3052  ___________________________________________________________________
 BX3052* NAD 83(1992)-  31 50 33.62700(N)    093 48 46.58632(W)     ADJUSTED  
 BX3052* NAVD 88     -       109.2    (meters)     358.     (feet)  VERTCON   
 BX3052  ___________________________________________________________________
 BX3052  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BX3052  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX3052
 BX3052  HORZ ORDER  -  FIRST
 BX3052
 BX3052.The horizontal coordinates were established by classical geodetic methods
 BX3052.and adjusted by the National Geodetic Survey in February 1996..
 BX3052
 BX3052.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3052
 BX3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3052
 BX3052.The geoid height was determined by GEOID03.
 BX3052
 BX3052;                    North         East     Units Scale Factor Converg.
 BX3052;SPC LA N     -   149,621.503   875,738.269   MT  0.99991559   -0 41 38.9
 BX3052;SPC LA N     -   490,883.21  2,873,151.30   sFT  0.99991559   -0 41 38.9
 BX3052;SPC TXNC     - 2,029,414.796 1,043,543.696   MT  1.00009317   +2 33 22.7
 BX3052;SPC TXNC     - 6,658,171.71  3,423,692.94   sFT  1.00009317   +2 33 22.7
 BX3052;SPC TX C     - 3,259,314.518 1,316,822.196   MT  0.99998933   +3 21 30.2
 BX3052;SPC TX C     -10,693,267.71  4,320,274.15   sFT  0.99998933   +3 21 30.2
 BX3052;UTM  15      - 3,523,285.434   423,081.433   MT  0.99967297   -0 25 44.1
 BX3052
 BX3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3052!SPC LA N     -   0.99998692  x   0.99991559  =   0.99990251
 BX3052!SPC TXNC     -   0.99998692  x   1.00009317  =   1.00008009
 BX3052!SPC TX C     -   0.99998692  x   0.99998933  =   0.99997625
 BX3052!UTM  15      -   0.99998692  x   0.99967297  =   0.99965990
 BX3052
 BX3052|---------------------------------------------------------------------|
 BX3052| PID    Reference Object                     Distance      Geod. Az  |
 BX3052|                                                           dddmmss.s |
 BX3052| CV7918 LULA RM 1                            35.200 METERS 03636     |
 BX3052| CV7919 LULA RM 3                            28.895 METERS 05409     |
 BX3052| CV7917 LULA RM                              90.020 METERS 11540     |
 BX3052| CV7920 LULA RM 4                            19.575 METERS 12935     |
 BX3052| BX3056 TENAHA                              APPROX.13.5 KM 2554808.8 |
 BX3052| BY2602 HASLAM STANDPIPE                    APPROX.24.2 KM 3040036.9 |
 BX3052| BX3051 HUNTER LOOKOUT TOWER                APPROX.10.2 KM 3391748.0 |
 BX3052|---------------------------------------------------------------------|
 BX3052
 BX3052                          SUPERSEDED SURVEY CONTROL
 BX3052
 BX3052  NAD 83(1992)-  31 50 33.62926(N)    093 48 46.58523(W) AD(       ) 1
 BX3052  NAD 83(1986)-  31 50 33.63516(N)    093 48 46.58232(W) AD(       ) 1
 BX3052  NAD 27      -  31 50 33.02500(N)    093 48 45.91000(W) AD(       ) 1
 BX3052  NGVD 29 (07/19/86)  109.3    (m)          359.     (f) VERT ANG       
 BX3052
 BX3052.Superseded values are not recommended for survey control.
 BX3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3052.See file dsdata.txt to determine how the superseded data were derived.
 BX3052
 BX3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR2308123285(NAD 83)
 BX3052_MARKER: DS = TRIANGULATION STATION DISK
 BX3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3052
 BX3052  HISTORY     - Date     Condition        Report By
 BX3052  HISTORY     - 1971     MONUMENTED       NGS
 BX3052
 BX3052                          STATION DESCRIPTION
 BX3052
 BX3052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3052'MEASUREMENTS WERE MADE WITH A 30 METER TAPE 5 KGS, TENSION.
 BX3052'
 BX3052'NO MEASUREMENTS BETWEEN THE RMS DUE TO HEAVY BRUSH AND TREES ON
 BX3052'LINE.
 BX3052'
 BX3052'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BX3052'
 BX3052'THE STATION SURFACE MONUMENT WAS RECOVERED IN GOOD CONDITION, BUT
 BX3052'THE DISK HAD BEEN MUTILATED.  A NEW DISK WAS RESET AT THIS DATE.
 BX3052'REFERENCE MARK 1 HAS BEEN DESTROYED.  A SEARCH WAS MADE FOR
 BX3052'REFERENCE MARK 2 BUT WAS NOT LOCATED AT THIS DATE.  NO AZIMUTH
 BX3052'MARK WAS ESTABLISHED IN 1919.  A NEW COMPLETE DESCRIPTION FOLLOWS.
 BX3052'
 BX3052'THE STATION IS ABOUT 10 MILES SOUTHEAST OF STANLEY, 13.5 MILES
 BX3052'SOUTHWEST OF MANSFIELD, 8 MILES NORTHWEST OF CONVERSE, IN THE
 BX3052'NORTHWEST 1/4 SECTION 21, T 10 N, R 14 W, AND ON LAND OWNED BY THE
 BX3052'INTERNATIONAL PAPER COMPANY, MR. SAM SCOTT, P. O. BOX 547, ZWOLLE,
 BX3052'LOUISIANA.
 BX3052'
 BX3052'TO REACH THE STATION FROM THE POST OFFICE IN CONVERSE, GO WEST ON
 BX3052'STATE HIGHWAY 174 FOR 4.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 BX3052'1219 AND WHERE STATE HIGHWAY 174 TURNS NORTH.  TURN RIGHT AND GO
 BX3052'NORTH ON STATE HIGHWAY 174 FOR 5.6 MILES TO THE JUNCTION OF STATE
 BX3052'HIGHWAY 481 AND A GRAVELED ROAD LEFT.  TURN LEFT AND GO WEST ON
 BX3052'THE GRAVELED ROAD FOR 0.75 MILE TO A CATTLE GUARD, CONTINUE WEST ON
 BX3052'THE GRAVELED ROAD FOR 0.1 MILE TO A TRACK ROAD LEFT.  TURN LEFT
 BX3052'AND GO SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE
 BX3052'RIGHT.
 BX3052'
 BX3052'STATION SURFACE MARK IS A STANDARD DISK STAMPED LULA 1919 1971, IS
 BX3052'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BX3052'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET SOUTHWEST OF THE
 BX3052'CENTER OF THE TRACK ROAD, 17 FEET SOUTHWEST OF A 6-INCH PINE TREE
 BX3052'AND 4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 BX3052'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 BX3052'INCHES BELOW THE GROUND SURFACE.
 BX3052'
 BX3052'REFERENCE MARK 3, A STANDARD DISK STAMPED LULA 1919 NO 3 1971, IS
 BX3052'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX3052'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 8 FEET EAST OF
 BX3052'THE CENTER OF THE TRACK ROAD.
 BX3052'
 BX3052'REFERENCE MARK 4, A STANDARD DISK STAMPED LULA 1919 NO 4 1971, IS SET
 BX3052'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3052'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 10 FEET EAST OF THE
 BX3052'CENTER OF THE TRACK ROAD, 2.5 FEET NORTH-NORTHWEST OF A 6-INCH
 BX3052'PINE TREE AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 BX3052'
 BX3052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHWEST
 BX3052'OF CONVERSE.
 BX3052'
 BX3052'HEIGHT OF LIGHT ABOVE STATION MARK 73.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2894 ***********************************************************************
 AU2894  DESIGNATION -  LULING
 AU2894  PID         -  AU2894
 AU2894  STATE/COUNTY-  LA/ST CHARLES
 AU2894  USGS QUAD   -  HAHNVILLE (1995)
 AU2894
 AU2894                         *CURRENT SURVEY CONTROL
 AU2894  ___________________________________________________________________
 AU2894* NAD 83(1992)-  29 56 50.70969(N)    090 23 34.15533(W)     ADJUSTED  
 AU2894* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 AU2894  **This station is located in a subsidence area (see below).
 AU2894  ___________________________________________________________________
 AU2894  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2894  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU2894
 AU2894  HORZ ORDER  -  FIRST
 AU2894
 AU2894.The horizontal coordinates were established by classical geodetic methods
 AU2894.and adjusted by the National Geodetic Survey in January 1993..
 AU2894
 AU2894 ** The orthometric height has not been validated since last determined
 AU2894 ** by differential leveling and should not be used for control purposes.
 AU2894 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2894 ** area with valid NAVD 88 orthometric heights.
 AU2894 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2894 ** epoch indicated which incorporates improved geoid heights for the
 AU2894 ** Southern Louisiana Subsidence area.
 AU2894 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2894.The orthometric height was scaled from a topographic map.
 AU2894
 AU2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2894
 AU2894.The geoid height was determined by GEOID03.
 AU2894
 AU2894;                    North         East     Units Scale Factor Converg.
 AU2894;SPC LA S     -   160,810.753 1,090,786.623   MT  0.99992618   +0 28 13.0
 AU2894;SPC LA S     -   527,593.28  3,578,689.11   sFT  0.99992618   +0 28 13.0
 AU2894;UTM  15      - 3,315,818.276   751,632.718   MT  1.00038129   +1 18 07.9
 AU2894
 AU2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2894!SPC LA S     -   1.00000332  x   0.99992618  =   0.99992950
 AU2894!UTM  15      -   1.00000332  x   1.00038129  =   1.00038461
 AU2894
 AU2894:                Primary Azimuth Mark                     Grid Az
 AU2894:SPC LA S     -  KENNER LOUISIANA BOX CO TANK             075 37 03.2
 AU2894:UTM  15      -  KENNER LOUISIANA BOX CO TANK             074 47 08.3
 AU2894
 AU2894|---------------------------------------------------------------------|
 AU2894| PID    Reference Object                     Distance      Geod. Az  |
 AU2894|                                                           dddmmss.s |
 AU2894| AU2857 KENNER LOUISIANA BOX CO TANK        APPROX.13.0 KM 0760516.2 |
 AU2894| AU2856 CITIES SERVICE CO CONCRETE STK      APPROX. 6.4 KM 0950534.6 |
 AU2894| DD7385 LULING RM 1                         302.000 METERS 12608     |
 AU2894| AU2893 STACK RED BRICK                     APPROX. 2.5 KM 1490636.9 |
 AU2894| DD7386 LULING RM 2                          34.000 METERS 17807     |
 AU2894| BJ4375 RESERVE GODCHAUX SUGAR REF TK       APPROX.20.8 KM 3063142.2 |
 AU2894| BJ4373 RESERVE GODCHAUX REF SMALL STK      APPROX.21.0 KM 3064255.4 |
 AU2894| BJ4374 RESERVE GODCHAUX REF LARGE STK      APPROX.20.9 KM 3065101.8 |
 AU2894|---------------------------------------------------------------------|
 AU2894
 AU2894                          SUPERSEDED SURVEY CONTROL
 AU2894
 AU2894  NAD 83(1986)-  29 56 50.72623(N)    090 23 34.15589(W) AD(       ) 1
 AU2894  NAD 27      -  29 56 49.98881(N)    090 23 33.86237(W) AD(       ) 1
 AU2894
 AU2894.Superseded values are not recommended for survey control.
 AU2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2894.See file dsdata.txt to determine how the superseded data were derived.
 AU2894
 AU2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5163315818(NAD 83)
 AU2894_MARKER: DS = TRIANGULATION STATION DISK
 AU2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2894
 AU2894  HISTORY     - Date     Condition        Report By
 AU2894  HISTORY     - 1930     MONUMENTED       CGS
 AU2894  HISTORY     - 1952     MARK NOT FOUND   USGS
 AU2894  HISTORY     - 1955     MARK NOT FOUND   CGS
 AU2894  HISTORY     - 19890327 MARK NOT FOUND   USGS
 AU2894
 AU2894                          STATION DESCRIPTION
 AU2894
 AU2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 AU2894'STATION IS ABOUT 2.1 MILES W OF LULING, ON LEVEE BENCH,
 AU2894'140 METERS (459 FEET) E OF IRRIGATION SIPHON PIPE OVER THE
 AU2894'LEVEE (THE ONLY ONE ON LONG STRAIGHT STRETCH OF LEVEE),
 AU2894'22 METERS (72 FEET) N OF CENTER LINE OF HIGHWAY 30, AND
 AU2894'AND 13.1 METERS (43 FEET) S OF CREST OF LEVEE.
 AU2894'
 AU2894'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2894'DISKS SET IN CONCRETE.
 AU2894'
 AU2894'REFERENCE MARK NO. 1 IS ON S SIDE OF HIGHWAY 30, 24.7 METERS
 AU2894'(81 FEET) E OF NE CORNER OF LONE STORE OWNED BY MR. EPARANGA,
 AU2894'15.8 METERS (52 FEET) E OF GATE LEADING INTO YARD E OF STORE,
 AU2894'AND 302 METERS (991 FEET) FROM STATION S 53 DEG 51 MIN E.
 AU2894'
 AU2894'REFERENCE MARK NO. 2 IS AT FENCE LINE, 6.4 METERS (21 FEET)
 AU2894'S OF CENTER LINE OF HIGHWAY 30, AND 34 METERS (112 FEET)
 AU2894'FROM STATION S 01 DEG 53 MIN E.
 AU2894
 AU2894                          STATION RECOVERY (1952)
 AU2894
 AU2894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AU2894'STATION SHOULD BE CONSIDERED DESTROYED.  HIGHWAY 30 AND LEVEE
 AU2894'HAVE BEEN SET BACK IN THIS AREA DUE TO EROSION OF RIVER
 AU2894'BANK.  AT DESCRIBED POSITION OF THIS MARK THERE IS NOW A BORROW
 AU2894'PIT.
 AU2894
 AU2894                          STATION RECOVERY (1955)
 AU2894
 AU2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU2894'THE STATION WAS NOT RECOVERED AT THIS DATE.  THE MARK WAS
 AU2894'DESTROYED WHEN THE LEVEE WAS MOVED.  NO TRACE OF ANY OF THE
 AU2894'MARKS WAS FOUND AT THIS TIME.
 AU2894
 AU2894                          STATION RECOVERY (1989)
 AU2894
 AU2894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (WDS)
 AU2894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2898 ***********************************************************************
 AU2898  DESIGNATION -  LULING 2 RESET
 AU2898  PID         -  AU2898
 AU2898  STATE/COUNTY-  LA/ST CHARLES
 AU2898  USGS QUAD   -  HAHNVILLE (1995)
 AU2898
 AU2898                         *CURRENT SURVEY CONTROL
 AU2898  ___________________________________________________________________
 AU2898* NAD 83(1992)-  29 57 14.03181(N)    090 24 01.07086(W)     ADJUSTED  
 AU2898* NAVD 88     -         8.4  **(meters)      28.   **(feet)  VERTCON   
 AU2898  **This station is located in a subsidence area (see below).
 AU2898  ___________________________________________________________________
 AU2898  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2898  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2898
 AU2898  HORZ ORDER  -  SECOND
 AU2898
 AU2898.The horizontal coordinates were established by classical geodetic methods
 AU2898.and adjusted by the National Geodetic Survey in January 1993..
 AU2898
 AU2898 ** The orthometric height has not been validated since last determined
 AU2898 ** by differential leveling and should not be used for control purposes.
 AU2898 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2898 ** area with valid NAVD 88 orthometric heights.
 AU2898 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2898 ** epoch indicated which incorporates improved geoid heights for the
 AU2898 ** Southern Louisiana Subsidence area.
 AU2898 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2898.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2898
 AU2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2898
 AU2898.The geoid height was determined by GEOID03.
 AU2898
 AU2898;                    North         East     Units Scale Factor Converg.
 AU2898;SPC LA S     -   161,522.914 1,090,059.090   MT  0.99992608   +0 27 59.5
 AU2898;SPC LA S     -   529,929.76  3,576,302.20   sFT  0.99992608   +0 27 59.5
 AU2898;UTM  15      - 3,316,520.114   750,894.586   MT  1.00037671   +1 17 55.4
 AU2898
 AU2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2898!SPC LA S     -   1.00000277  x   0.99992608  =   0.99992885
 AU2898!UTM  15      -   1.00000277  x   1.00037671  =   1.00037948
 AU2898
 AU2898|---------------------------------------------------------------------|
 AU2898| PID    Reference Object                     Distance      Geod. Az  |
 AU2898|                                                           dddmmss.s |
 AU2898| AU2897 LULING 2 RM 3                        16.835 METERS 15852     |
 AU2898| DD7389 LULING 2 RM 6 RESET                  35.816 METERS 21146     |
 AU2898| DD7390 LULING 2 RM 7 RESET                  50.621 METERS 27646     |
 AU2898| DD7387 LULING 2 RM 4                        15.920 METERS 28825     |
 AU2898| DD7391 LULING 2 RM 8                                      3142858.1 |
 AU2898| DD7388 LULING 2 RM 5                                      3224113.6 |
 AU2898|---------------------------------------------------------------------|
 AU2898
 AU2898                          SUPERSEDED SURVEY CONTROL
 AU2898
 AU2898  NAD 83(1986)-  29 57 14.04862(N)    090 24 01.07081(W) AD(       ) 2
 AU2898  NAD 27      -  29 57 13.31218(N)    090 24 00.77821(W) AD(       ) 2
 AU2898  NGVD 29 (07/19/86)    8.5    (m)           28.     (f) VERT ANG       
 AU2898
 AU2898.Superseded values are not recommended for survey control.
 AU2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2898.See file dsdata.txt to determine how the superseded data were derived.
 AU2898
 AU2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5089516520(NAD 83)
 AU2898_MARKER: DS = TRIANGULATION STATION DISK
 AU2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2898
 AU2898  HISTORY     - Date     Condition        Report By
 AU2898  HISTORY     - 1972     MONUMENTED       NGS
 AU2898  HISTORY     - 1977     SEE DESCRIPTION  NGS
 AU2898
 AU2898                          STATION DESCRIPTION
 AU2898
 AU2898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2898'REFERENCE MARKS WERE MEASURED HOLDING 5 KGS. TENSION.
 AU2898'
 AU2898'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF HAHNVILLE, 2 MILES
 AU2898'NORTHWEST OF LULING, ON THE WEST BANK OF THE MISSISSIPPI RIVER LEVEE
 AU2898'TOP AND ON PROPERTY OWNED BY THE LAFOURCHE BASIN LEVEE DISTRICT.
 AU2898'
 AU2898'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 18
 AU2898'IN LULING, GO NORTHWEST ON HIGHWAY 18 FOR 2.5 MILES TO A SIDE ROAD
 AU2898'RIGHT, TURN RIGHT AND GO NORTH ON SHELL ROAD FOR 0.05 MILE TO THE
 AU2898'TOP OF THE LEVEE.  TURN LEFT AND GO NORTHWEST ON TOP OF THE LEVEE
 AU2898'FOR 0.1 MILE TO THE STATION SET IN THE TOP OF THE LEVEE.  CONTINUE
 AU2898'NORTHWEST ALONG TOP OF THE LEVEE FOR 0.3 MILE TO RM 5 (AZI. MK.)
 AU2898'SET IN THE TOP OF THE LEVEE.
 AU2898'
 AU2898'STATION MARKS ARE STANDARD DISKS STAMPED LULING 2 1972.  THE SURFACE
 AU2898'DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 AU2898'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 144 FEET
 AU2898'NORTH-NORTHWEST OF A LIGHT POLE, 92 FEET NORTHEAST OF THE CENTER OF
 AU2898'STATE HIGHWAY 18 AND SET IN THE APPROXIMATE CENTER OF THE LEVEE.
 AU2898'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2898'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AU2898'
 AU2898'REFERENCE MARK 3, A STANDARD DISK STAMPED LULING 2 NO 3 1972, IS SET
 AU2898'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2898'WITH THE GROUND SURFACE.  IT IS 190 FEET SOUTHWEST OF THE
 AU2898'APPROXIMATE CENTER OF THE TOP OF THE LEVEE, 71.5 FEET NORTHEAST OF
 AU2898'THE APPROXIMATE CENTER OF STATE HIGHWAY 18 AND APPROXIMATELY 4 FEET
 AU2898'LOWER THAN THE STATION.
 AU2898'
 AU2898'REFERENCE MARK 4, A STANDARD DISK STAMPED LULING 2 NO 4 1972, IS SET
 AU2898'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2898'WITH THE GROUND SURFACE.  IT IS 66 FEET NORTHEAST OF THE
 AU2898'APPROXIMATE CENTER OF STATE HIGHWAY 18, 26 FEET SOUTHWEST OF THE
 AU2898'APPROXIMATE CENTER OF THE LEVEE AND APPROXIMATELY 4 FEET LOWER
 AU2898'THAN THE STATION.
 AU2898'
 AU2898'REFERENCE MARK 5 (AZIMUTH MARK), A STANDARD DISK STAMPED LULING 2 NO
 AU2898'5 1972, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 AU2898'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 152 FEET NORTHWEST
 AU2898'OF THE APPROXIMATE CENTER OF THE LEVEE CROSSOVER, 69 FEET
 AU2898'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A METAL GARAGE ATTACHED TO
 AU2898'A HOUSE AND SET IN THE APPROXIMATE CENTER OF THE TOP OF THE LEVEE.
 AU2898
 AU2898                          STATION RECOVERY (1977)
 AU2898
 AU2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 AU2898'THE STATION WAS VISITED 10-16-74 AND THE STATION, REFERENCE MARK NO 5
 AU2898'AND REFERENCE MARK NO. 3 AND 4 WERE ALL FOUND IN GOOD CONDITION.
 AU2898'REFERENCE MARK NO. 5 (AZIMUTH MARK) WAS RESET AT THIS DATE.  THE
 AU2898'STATION WAS REFERENCE AT THIS DATE WITH POINT A AND B WHICH WERE
 AU2898'LATER USED AS REFERENCE MARKS NO. 6 AND 7.  THIS WAS DONE DUE TO THE
 AU2898'LEVEE BEING REWORKED AND RAISED SEVERAL FEET.  THE STATION WAS
 AU2898'REVISITED IN 7-14-77 AND REFERENCE MARKS NO. 3 AND 4 WERE FOUND
 AU2898'DESTROYED, THE STATION SURFACE MARK WAS FOUND DESTROYED AND THE
 AU2898'UNDERGROUND MARK FOUND IN GOOD CONDITION.  A NEW SURFACE MARK
 AU2898'WAS SET OVER THE UNDERGROUND MARK.  REFERENCE MARKS 6,7 AND
 AU2898'8 WERE FOUND IN GOOD CONDITION AT THIS DATE.  A NEW
 AU2898'DESCRIPTION FOLLOWS--
 AU2898'
 AU2898'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF HAHNVILLE, 2
 AU2898'MILES NORTHWEST OF LULING ON THE SOUTHWEST BANK OF THE MISSISSIPPI
 AU2898'RIVER ON PROPERTY OWNED BY THE LAFOURCHE BASIN LEVEE DISTRICT.
 AU2898'
 AU2898'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 AND 18, IN
 AU2898'LULING GO NORTHWEST ON STATE HIGHWAY 18 FOR 2.5 MILE TO THE STATION
 AU2898'ON THE RIGHT, CONTINUE NORTHWEST FOR 0.3 MILE TO REFERENCE MARK NO.
 AU2898'8 ON THE LEFT IN THE CENTER OF THE MACADAM SIDEWALK.
 AU2898'
 AU2898'THE STATION IS 21 FEET SOUTHWEST OF THE CENTER OF THE ROAD ON THE TOP
 AU2898'OF THE LEVEE, 30.5 FEET SOUTHWEST OF A METAL POST AT THE SOUTHWEST
 AU2898'EDGE OF THE CONCRETE REVETMENT, 91 FEET NORTHEAST OF THE CENTER OF
 AU2898'STATE HIGHWAY 18, 165 FEET EAST OF POWER POLE BY REFERENCE MARK
 AU2898'NO. 7, 116 FEET NORTH OF A POWER POLE, 404 FEET NORTHWEST OF THE
 AU2898'CENTER OF THE APPROACH TO THE TOP OF THE LEVEE, AND ON THE
 AU2898'PROJECTED CENTERLINE OF A DRIVEWAY EAST OF A ROW OF PINE TREES, 25
 AU2898'FEET NORTHEAST OF THE PROJECTED PLANE OF THE NORTHEAST WALL OF A
 AU2898'BRICK HOUSE OWNED BY J. L. HYNEL.  IT IS DISK SET IN THE TOP
 AU2898'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AU2898'
 AU2898'REFERENCE MARK NO. 6 IS 117.47 FEET SOUTH OF THE STATION.  IT IS
 AU2898'22 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 18, 3.2 FEET WEST
 AU2898'OF A POWER POLE, 3 FEET NORTH OF A CHAIN LINK FENCE AND 5 FEET EAST
 AU2898'OF THE EAST SIDE OF A GAS METER.  IT IS A REFERENCE MARK DISK
 AU2898'STAMPED LULING 2 NO 6 1974 1977, SET IN A DRILL HOLE IN THE
 AU2898'SIDEWALK.
 AU2898'
 AU2898'REFERENCE MARK NO. 7 IS 166.08 SOUTHWEST OF THE STATION.  IT IS A
 AU2898'SECTION OF 5 FEET 8 INCH ROD CEMENTED IN THE SIDEWALK WITH A CENTER
 AU2898'PUNCH MARK IN THE CENTER OF THE ROD, 20 FEET SOUTHWEST OF THE
 AU2898'CENTER OF STATE HIGHWAY 18, 7.4 FEET NORTHWEST OF THE NORTHWEST
 AU2898'EDGE OF THE DRIVEWAY, 3.2 FEET NORTH OF A POWER POLE, 29.8 FEET
 AU2898'NORTHWEST OF A TELEPHONE JUNCTION BOX, 1.1 FOOT NORTHEAST OF THE
 AU2898'EDGE OF THE SIDEWALK, 1.8 FEET SOUTHWEST OF THE NORTHEAST
 AU2898'EDGE OF THE SIDEWALK.
 AU2898'
 AU2898'REFERENCE MARK NO. 8 (AZ. MK.) IS 0.2 MILES WEST-NORTHWEST OF THE
 AU2898'STATION, 19 FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY TO MR.
 AU2898'LABRYS RESIDENT, 19 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 18,
 AU2898'36 FEET NORTHWEST OF A FIRE HYDRANT, 14 FEET NORTHWEST OF A
 AU2898'3-FOOT OAK TREE, 8 FEET SOUTH-SOUTHEAST OF A 2-FOOT OAK TREE.  IT IS
 AU2898'REFERENCE MARK DISK SET IN THE CENTER OF THE SIDEWALK ABOUT 6
 AU2898'INCHES BELOW THE SURFACE OF THE SIDEWALK AND CURBED BY 2 BY 6 INCH
 AU2898'PLANK.  IT IS STAMPED LULING 2 NO 8 1974.
 AU2898'
 AU2898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 AU2898'OF LULING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3102 ***********************************************************************
 AU3102  DESIGNATION -  LUMBER
 AU3102  PID         -  AU3102
 AU3102  STATE/COUNTY-  LA/LAFOURCHE
 AU3102  USGS QUAD   -  BAYOU BOEUF (1980)
 AU3102
 AU3102                         *CURRENT SURVEY CONTROL
 AU3102  ___________________________________________________________________
 AU3102* NAD 83(1992)-  29 48 36.42031(N)    090 34 58.66998(W)     ADJUSTED  
 AU3102* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AU3102  **This station is located in a subsidence area (see below).
 AU3102  ___________________________________________________________________
 AU3102  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3102  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AU3102
 AU3102  HORZ ORDER  -  FIRST
 AU3102
 AU3102.The horizontal coordinates were established by classical geodetic methods
 AU3102.and adjusted by the National Geodetic Survey in January 1993..
 AU3102
 AU3102 ** The orthometric height has not been validated since last determined
 AU3102 ** by differential leveling and should not be used for control purposes.
 AU3102 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3102 ** area with valid NAVD 88 orthometric heights.
 AU3102 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3102 ** epoch indicated which incorporates improved geoid heights for the
 AU3102 ** Southern Louisiana Subsidence area.
 AU3102 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3102
 AU3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3102
 AU3102.The geoid height was determined by GEOID03.
 AU3102
 AU3102;                    North         East     Units Scale Factor Converg.
 AU3102;SPC LA S     -   145,456.704 1,072,532.287   MT  0.99993125   +0 22 30.7
 AU3102;SPC LA S     -   477,219.20  3,518,799.68   sFT  0.99993125   +0 22 30.7
 AU3102;UTM  15      - 3,300,195.388   733,595.356   MT  1.00027330   +1 12 07.6
 AU3102
 AU3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3102!SPC LA S     -   1.00000387  x   0.99993125  =   0.99993512
 AU3102!UTM  15      -   1.00000387  x   1.00027330  =   1.00027717
 AU3102
 AU3102|---------------------------------------------------------------------|
 AU3102| PID    Reference Object                     Distance      Geod. Az  |
 AU3102|                                                           dddmmss.s |
 AU3102| DD7392 LUMBER RM 1                          28.651 METERS 11242     |
 AU3102| DD7394 LUMBER RM 3                                        1345608.4 |
 AU3102| DD7393 LUMBER RM 2                          32.787 METERS 17601     |
 AU3102|---------------------------------------------------------------------|
 AU3102
 AU3102                          SUPERSEDED SURVEY CONTROL
 AU3102
 AU3102  NAD 83(1986)-  29 48 36.43799(N)    090 34 58.67139(W) AD(       ) 1
 AU3102  NAD 27      -  29 48 35.68662(N)    090 34 58.35975(W) AD(       ) 1
 AU3102  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 AU3102
 AU3102.Superseded values are not recommended for survey control.
 AU3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3102.See file dsdata.txt to determine how the superseded data were derived.
 AU3102
 AU3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3359500195(NAD 83)
 AU3102_MARKER: DS = TRIANGULATION STATION DISK
 AU3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3102
 AU3102  HISTORY     - Date     Condition        Report By
 AU3102  HISTORY     - 1972     MONUMENTED       NGS
 AU3102
 AU3102                          STATION DESCRIPTION
 AU3102
 AU3102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3102'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF ST. CHARLES, 7
 AU3102'MILES WEST OF DES ALLEMONDS, 6 MILES NORTH-NORTHEAST OF RACELAND AND
 AU3102'4 MILES SOUTH-SOUTHEAST OF KRAMER.  IT IS ON PROPERTY OWNED BY
 AU3102'THE BOWIE LUMBER COMPANY, ADDRESS BEING. C/O MR. L.P. LEBOURGEOINS,
 AU3102'1223 WHITNEY BOULEVARD, NEW ORLEANS, LOUISIANA.  PHONE NUMBER
 AU3102'522-3824.  THERE IS A LOCKED GATE AT THIS STATION AND THE PERSON TO
 AU3102'OBTAIN KEY FROM IS MR. EMMETT GRANIER WHOS PHONE NUMBER IS
 AU3102'633-7919.
 AU3102'
 AU3102'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 AU3102'HIGHWAY 308 IN RACELAND, GO EASTERLY ON U. S. HIGHWAY 90 FOR 3.15
 AU3102'MILES TO THE JUNCTION OF STATE HIGHWAY 307 ON THE LEFT.  TURN LEFT
 AU3102'AND GO WEST AND NORTHWEST FOLLOWING STATE HIGHWAY 307 FOR 4.5 MILES
 AU3102'TO THE REFERENCE MARK 3 (AZIMUTH MARK), ON THE RIGHT. NORTHEAST SIDE
 AU3102'OF ROAD. CONTINUE NORTHWEST ON STATE HIGHWAY 307 FOR 0.2 MILE TO A
 AU3102'LOCKED GATE ON THE LEFT PASS THROUGH GATE AND GO NORTHWEST ALONG
 AU3102'FENCELINE FOR 0.05 MILE AND STATION AS DESCRIBED.
 AU3102'
 AU3102'STATION MARKS ARE STANDARD DISKS STAMPED LUMBER 1972.  THE SURFACE
 AU3102'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU3102'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 70 FEET
 AU3102'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 307, 20 FEET
 AU3102'NORTHEAST OF AN 8 INCH CHINESE MAPLE TREE AND 15 FEET
 AU3102'EAST-SOUTHEAST OF A DOUBLE TRUNK BLACK THORN TREE.  THE UNDERGROUND
 AU3102'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 AU3102'INCHES BELOW THE GROUND SURFACE.
 AU3102'
 AU3102'REFERENCE MARK 1, A STANDARD DISK STAMPED LUMBER NO 1 1972, IS SET IN
 AU3102'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 AU3102'WITH THE GROUND SURFACE.  IT IS 50 FEET NORTHWEST OF THE NORTHWEST
 AU3102'GATE POST, 31 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF STATE
 AU3102'HIGHWAY 307 AND 1 FOOT SOUTHWEST OF FENCE.
 AU3102'
 AU3102'REFERENCE MARK 2, A STANDARD DISK STAMPED LUMBER NO 2 1972, IS SET IN
 AU3102'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 AU3102'INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET EAST-NORTHEAST OF A
 AU3102'12-INCH OAK TREE. 26 FEET EAST-SOUTHEAST OF A 40-INCH TREE AND 9.5
 AU3102'FEET NORTH OF AN 8-INCH GUM TREE.
 AU3102'
 AU3102'REFERENCE MARK 3 (AZIMUTH MARK), A STANDARD DISK STAMPED LUMBER NO 3
 AU3102'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU3102'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 28.5 FEET
 AU3102'NORTHEAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 307, 1.7 FEET
 AU3102'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT
 AU3102'SOUTHWEST OF FENCE.
 AU3102'
 AU3102'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2867 ***********************************************************************
 BX2867  DESIGNATION -  LUMBRA
 BX2867  PID         -  BX2867
 BX2867  STATE/COUNTY-  LA/RED RIVER
 BX2867  USGS QUAD   -  HANNA (1992)
 BX2867
 BX2867                         *CURRENT SURVEY CONTROL
 BX2867  ___________________________________________________________________
 BX2867* NAD 83(1992)-  31 54 29.35980(N)    093 16 36.79610(W)     ADJUSTED  
 BX2867* NAVD 88     -        37.8    (meters)     124.     (feet)  VERTCON   
 BX2867  ___________________________________________________________________
 BX2867  X           -    -309,783.312 (meters)                     COMP
 BX2867  Y           -  -5,410,597.082 (meters)                     COMP
 BX2867  Z           -   3,351,796.588 (meters)                     COMP
 BX2867  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BX2867  ELLIP HEIGHT-          11.78  (meters)          (06/26/02) GPS OBS
 BX2867  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2867
 BX2867  HORZ ORDER  -  FIRST
 BX2867  ELLP ORDER  -  FOURTH    CLASS II
 BX2867
 BX2867.The horizontal coordinates were established by classical geodetic methods
 BX2867.and adjusted by the National Geodetic Survey in January 1993..
 BX2867
 BX2867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2867
 BX2867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX2867
 BX2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2867
 BX2867.The ellipsoidal height was determined by GPS observations
 BX2867.and is referenced to NAD 83.
 BX2867
 BX2867.The geoid height was determined by GEOID03.
 BX2867
 BX2867;                    North         East     Units Scale Factor Converg.
 BX2867;SPC LA N     -   156,392.391   926,523.241   MT  0.99991475   -0 24 38.7
 BX2867;SPC LA N     -   513,097.37  3,039,768.33   sFT  0.99991475   -0 24 38.7
 BX2867;UTM  15      - 3,530,288.933   473,820.385   MT  0.99960845   -0 08 46.9
 BX2867
 BX2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2867!SPC LA N     -   0.99999815  x   0.99991475  =   0.99991290
 BX2867!UTM  15      -   0.99999815  x   0.99960845  =   0.99960660
 BX2867
 BX2867|---------------------------------------------------------------------|
 BX2867| PID    Reference Object                     Distance      Geod. Az  |
 BX2867|                                                           dddmmss.s |
 BX2867| CV7921 LUMBRA RM 1                          31.785 METERS 10632     |
 BX2867| BX2356 LUMBRA AZ MK                                       1141044.6 |
 BX2867| BX2357 LUMBRA RM 2                          29.514 METERS 31246     |
 BX2867|---------------------------------------------------------------------|
 BX2867
 BX2867                          SUPERSEDED SURVEY CONTROL
 BX2867
 BX2867  ELLIP H (01/21/93)   11.94   (m)                       GP(       ) 4 2
 BX2867  NAD 83(1986)-  31 54 29.37603(N)    093 16 36.78717(W) AD(       ) 1
 BX2867  NAD 27      -  31 54 28.79317(N)    093 16 36.17063(W) AD(       ) 3
 BX2867  NGVD 29 (07/19/86)   37.9    (m)          124.     (f) VERT ANG       
 BX2867
 BX2867.Superseded values are not recommended for survey control.
 BX2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2867.See file dsdata.txt to determine how the superseded data were derived.
 BX2867
 BX2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7382030289(NAD 83)
 BX2867_MARKER: DS = TRIANGULATION STATION DISK
 BX2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2867_SP_SET: CONCRETE POST
 BX2867_STAMPING: LUMBRA 1969
 BX2867_MARK LOGO: CGS   
 BX2867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2867+STABILITY: SURFACE MOTION
 BX2867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2867+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1989
 BX2867
 BX2867  HISTORY     - Date     Condition        Report By
 BX2867  HISTORY     - 1969     MONUMENTED       CGS
 BX2867  HISTORY     - 1969     GOOD             CGS
 BX2867  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX2867  HISTORY     - 19860205 MARK NOT FOUND   USPSQD
 BX2867  HISTORY     - 1987     GOOD             NGS
 BX2867  HISTORY     - 19881116 GOOD             LADTD
 BX2867  HISTORY     - 19890223 GOOD
 BX2867  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2867
 BX2867                          STATION DESCRIPTION
 BX2867
 BX2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2867'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF HANNA, 5 MILES
 BX2867'NORTH OF ALLEN AND 5 MILES NORTHWEST OF POWHATAN, ON THE
 BX2867'SOUTHERLY SIDE OF STATE HIGHWAY 1 IN A PASTURE AND ON THE
 BX2867'PROPERTY OWNED BY MR. J. H. WILLIAMS.
 BX2867'
 BX2867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1
 BX2867'AND 485 IN POWHATAN, GO WEST-NORTH-WEST ON STATE HIGHWAY 1
 BX2867'FOR 4.2 MILES TO THE RED RIVER-NATCHITOCHES PARISH LINE,
 BX2867'CONTINUE AHEAD WEST AND NORTH-WEST FOR 0.6 MILE TO THE AZIMUTH
 BX2867'MARK ON THE RIGHT.  TO REACH THE STATION FROM THIS POINT
 BX2867'CONTINUE AHEAD FOR 0.3 MILE TO THE STATION ON THE LEFT JUST
 BX2867'BEFORE REACHING A TALL 170 FOOT RED AND WHITE RADIO MAST.
 BX2867'
 BX2867'THE STATION MARK IS A STANDARD DISK, STAMPED LUMBRA 1969, SET
 BX2867'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS 12 INCHES
 BX2867'UNDERGROUND, IT IS 124 FEET EAST-SOUTHEAST OF A FENCE, 83.5
 BX2867'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1 AND
 BX2867'21.8 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BX2867'
 BX2867'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LUMBRA NO 1
 BX2867'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 BX2867'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 101.5 FEET
 BX2867'NORTH-NORTHEAST OF THE WITNESS POST, 60.0 FEET SOUTH-SOUTHWEST
 BX2867'OF THE CENTERLINE OF STATE HIGHWAY 1 AND 0.6 FEET NORTH-NORTHEAST
 BX2867'OF A FENCELINE.
 BX2867'
 BX2867'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LUMBRA NO 2
 BX2867'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 BX2867'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 61 FEET
 BX2867'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1, 29 FEET
 BX2867'EAST-SOUTHEAST OF A FENCE CORNER AND GATE POST AND 0.5 FEET
 BX2867'NORTH-NORTHEAST OF A FENCE.
 BX2867'
 BX2867'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LUMBRA 1969,
 BX2867'SET IN THE TOP OF A 12 IN ROUND CONCRETE POST THAT PROJECTS 6
 BX2867'INCHES ABOVE THE GROUND.  IT IS 62 FEET SOUTH-SOUTHWEST OF
 BX2867'THE CENTER OF RAILROAD TRACKS, 60 FEET NORTH-NORTHEAST OF
 BX2867'THE CENTERLINE OF STATE HIGHWAY 1, 3.5 FEET WEST-NORTHWEST
 BX2867'OF A UTILITY POLE AND 2 FEET NORTH-NORTHEAST OF A METAL
 BX2867'WITNESS POST.
 BX2867'
 BX2867'HEIGHT OF LIGHT ABOVE STATION MARK 30.69 METERS.
 BX2867
 BX2867                          STATION RECOVERY (1969)
 BX2867
 BX2867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX2867'RECOVERED IN GOOD CONDITION.
 BX2867
 BX2867                          STATION RECOVERY (1977)
 BX2867
 BX2867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRG)
 BX2867'A THOROUGH SEARCH WAS MADE IN THE AREA OF THE WITNESS POST, BUT THE
 BX2867'STATION WAS NOT RECOVERED IT IS BELIEVED TO HAVE BEEN PLOWED UP.  A
 BX2867'HOLE WAS FOUND WHERE THE MARK MIGHT HAVE BEEN.
 BX2867
 BX2867                          STATION RECOVERY (1986)
 BX2867
 BX2867'RECOVERY NOTE BY US POWER SQUADRON 1986 (AR)
 BX2867'MARK NOT FOUND.
 BX2867
 BX2867                          STATION RECOVERY (1987)
 BX2867
 BX2867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BX2867'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BX2867'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BX2867'OBSERVATIONS.
 BX2867'
 BX2867'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI)
 BX2867'SOUTHEAST OF HANNA, 8.1 KM (5 MI) NORTH OF ALLEN AND 8.1 KM (5 MI)
 BX2867'NORTHWEST OF POWHATAN.
 BX2867'OWNERSHIP--UNKNOWN AT THIS TIME.
 BX2867'
 BX2867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 485
 BX2867'IN POWHATAN, GO NORTH ON HIGHWAY 1 FOR 6,8 KM (4.2 MI) TO THE RED
 BX2867'RIVER NATCHITOCHES PARISH LINE, CONTINUE AHEAD FOR 1.5 KM (0.9 MI)
 BX2867'TO THE STATION ON THE LEFT JUST BEFORE REACHING A 170 FOOT RED AND
 BX2867'WHITE RADIO MAST.
 BX2867'
 BX2867'THE STATION IS A STANDARD CGS DISK
 BX2867'STAMPED---LUMBRA 1969---,
 BX2867'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX2867'30 CM IN DIAMETER RECESSED 30 CM BELOW GROUND.  LOCATED
 BX2867'47.4 METERS (155.5 FT) NORTHEAST FROM A POWER POLE WITH A
 BX2867'TRANSFORMER AND TWO GUIDE WIRES,
 BX2867'44.5 METERS (146 FT) SOUTHEAST FROM A POWER POLE WITH ONE GUIDE
 BX2867'WIRE,
 BX2867'25.6 METERS (84 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE HIGHWAY
 BX2867'AND
 BX2867'11.9 METERS (39 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 BX2867'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 BX2867'STAMPED---LUMBRA 1969---,
 BX2867'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BX2867'
 BX2867'DESCRIBED BY STANLEY L. CRAIN.
 BX2867
 BX2867                          STATION RECOVERY (1988)
 BX2867
 BX2867'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX2867'THE STATION IS LOCATED 8.9 KM (5.55 MI) SOUTHEAST OF HANNA, 8.1 KM
 BX2867'(5.05 MI) NORTH OF ALLEN AND 8.1 KM (5.05 MI) NORTHWEST OF POWHATAN.
 BX2867'OWNERSHIP--MR. J. H. WILLIAMS.
 BX2867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 485 IN
 BX2867'POWHATAN, GO WEST-NORTHWEST ON HIGHWAY 1 FOR 6.75 KM (4.20 MI) ON
 BX2867'HIGHWAY 1 TO THE RED RIVER-NATCHITOCHES PARISH LINE.  CONTINUE
 BX2867'STRAIGHT AHEAD AND GO NORTHWEST FOR 1 KM (0.60 MI) TO THE AZIMUTH MARK
 BX2867'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR 0.5 KM
 BX2867'(0.30 MI) TO THE STATION ON THE LEFT IN A FIELD AT A MICROWAVE TOWER.
 BX2867'THE STATION IS RECESSED 30 CM BELOW THE GROUND, 46 M (150.9 FT)
 BX2867'EAST-NORTHEAST FROM A POWER POLE WITH A TRANSFORMER, 44.2 M
 BX2867'(145.0 FT) EAST FROM A 14-INCH PECAN TREE, 44 M (144.4 FT) SOUTHEAST
 BX2867'FROM A POWER POLE, 41.1 M (134.8 FT) SOUTHEAST FROM A TELEPHONE REPAIR
 BX2867'BOX, 25.4 M (83.3 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE HIGHWAY
 BX2867'AND 11.7 M (38.4 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 BX2867
 BX2867                          STATION RECOVERY (1989)
 BX2867
 BX2867'RECOVERED 1989
 BX2867'RECOVERED IN GOOD CONDITION.
 BX2867
 BX2867                          STATION RECOVERY (2001)
 BX2867
 BX2867'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2356 ***********************************************************************
 BX2356  DESIGNATION -  LUMBRA AZ MK
 BX2356  PID         -  BX2356
 BX2356  STATE/COUNTY-  LA/RED RIVER
 BX2356  USGS QUAD   -  HANNA (1992)
 BX2356
 BX2356                         *CURRENT SURVEY CONTROL
 BX2356  ___________________________________________________________________
 BX2356* NAD 83(1986)-  31 54 21.     (N)    093 16 19.     (W)     SCALED    
 BX2356* NAVD 88     -        37.504  (meters)     123.04   (feet)  ADJUSTED  
 BX2356  ___________________________________________________________________
 BX2356  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2356  DYNAMIC HT  -          37.460 (meters)     122.90  (feet)  COMP
 BX2356  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 BX2356
 BX2356  VERT ORDER  -  FIRST     CLASS I
 BX2356
 BX2356.The horizontal coordinates were scaled from a topographic map and have
 BX2356.an estimated accuracy of +/- 6 seconds.
 BX2356
 BX2356.The orthometric height was determined by differential leveling
 BX2356.and adjusted by the National Geodetic Survey in February 1994..
 BX2356
 BX2356.The geoid height was determined by GEOID03.
 BX2356
 BX2356.The dynamic height is computed by dividing the NAVD 88
 BX2356.geopotential number by the normal gravity value computed on the
 BX2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2356.degrees latitude (g = 980.6199 gals.).
 BX2356
 BX2356.The modeled gravity was interpolated from observed gravity values.
 BX2356
 BX2356;                    North         East    Units  Estimated Accuracy
 BX2356;SPC LA N     -   156,130.      926,990.      MT  (+/- 180 meters Scaled)
 BX2356
 BX2356                          SUPERSEDED SURVEY CONTROL
 BX2356
 BX2356  NAVD 88 (06/15/91)   37.504  (m)          123.04   (f) UNKNOWN     1 1
 BX2356  NGVD 29 (??/??/??)   37.559  (m)          123.22   (f) ADJUSTED    1 1
 BX2356
 BX2356.Superseded values are not recommended for survey control.
 BX2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2356.See file dsdata.txt to determine how the superseded data were derived.
 BX2356
 BX2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR742300(NAD 83)
 BX2356_MARKER: DZ = AZIMUTH MARK DISK
 BX2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2356_SP_SET: CONCRETE POST
 BX2356_STAMPING: LUMBRA 1969
 BX2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2356+STABILITY: SURFACE MOTION
 BX2356
 BX2356  HISTORY     - Date     Condition        Report By
 BX2356  HISTORY     - 1969     MONUMENTED       CGS
 BX2356  HISTORY     - 1977     GOOD             NGS
 BX2356  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2356
 BX2356                          STATION DESCRIPTION
 BX2356
 BX2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2356'2.2 MI SE FROM LAKE END.
 BX2356'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2356'STATE HIGHWAY 174 AT LAKE END, 60 FEET SOUTH OF THE SOUTH RAIL,
 BX2356'60 FEET NORTH OF THE CENTERLINE OF HIGHWAY, AND  3 FEET NORTHEAST
 BX2356'OF A POWERLINE POLE.
 BX2356
 BX2356                          STATION RECOVERY (2001)
 BX2356
 BX2356'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2357 ***********************************************************************
 BX2357  DESIGNATION -  LUMBRA RM 2
 BX2357  PID         -  BX2357
 BX2357  STATE/COUNTY-  LA/RED RIVER
 BX2357  USGS QUAD   -  HANNA (1992)
 BX2357
 BX2357                         *CURRENT SURVEY CONTROL
 BX2357  ___________________________________________________________________
 BX2357* NAD 83(1986)-  31 54 25.     (N)    093 16 30.     (W)     SCALED    
 BX2357* NAVD 88     -        38.151  (meters)     125.17   (feet)  ADJUSTED  
 BX2357  ___________________________________________________________________
 BX2357  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2357  DYNAMIC HT  -          38.106 (meters)     125.02  (feet)  COMP
 BX2357  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 BX2357
 BX2357  VERT ORDER  -  FIRST     CLASS I
 BX2357
 BX2357.The horizontal coordinates were scaled from a topographic map and have
 BX2357.an estimated accuracy of +/- 6 seconds.
 BX2357
 BX2357.The orthometric height was determined by differential leveling
 BX2357.and adjusted by the National Geodetic Survey in February 1994..
 BX2357
 BX2357.The geoid height was determined by GEOID03.
 BX2357
 BX2357.The dynamic height is computed by dividing the NAVD 88
 BX2357.geopotential number by the normal gravity value computed on the
 BX2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2357.degrees latitude (g = 980.6199 gals.).
 BX2357
 BX2357.The modeled gravity was interpolated from observed gravity values.
 BX2357
 BX2357;                    North         East    Units  Estimated Accuracy
 BX2357;SPC LA N     -   156,260.      926,700.      MT  (+/- 180 meters Scaled)
 BX2357
 BX2357                          SUPERSEDED SURVEY CONTROL
 BX2357
 BX2357  NAVD 88 (06/15/91)   38.150  (m)          125.16   (f) UNKNOWN     1 1
 BX2357  NGVD 29 (??/??/??)   38.206  (m)          125.35   (f) ADJUSTED    1 1
 BX2357
 BX2357.Superseded values are not recommended for survey control.
 BX2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2357.See file dsdata.txt to determine how the superseded data were derived.
 BX2357
 BX2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR739301(NAD 83)
 BX2357_MARKER: DR = REFERENCE MARK DISK
 BX2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2357_SP_SET: CONCRETE POST
 BX2357_STAMPING: LUMBRA NO 2 1969
 BX2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2357+STABILITY: SURFACE MOTION
 BX2357
 BX2357  HISTORY     - Date     Condition        Report By
 BX2357  HISTORY     - 1969     MONUMENTED       CGS
 BX2357  HISTORY     - 1977     GOOD             NGS
 BX2357  HISTORY     - 19860205 MARK NOT FOUND   USPSQD
 BX2357  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2357
 BX2357                          STATION DESCRIPTION
 BX2357
 BX2357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2357'1.85 MI SE FROM LAKE END.
 BX2357'1.85 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2357'STATE HIGHWAY 174 AT LAKE END, 61 FEET SOUTH OF THE CENTERLINE
 BX2357'OF THE HIGHWAY, 48 FEET EAST OF A POWERLINE POLE WITH A GUY WIRE
 BX2357'23 FEET EAST OF THE CENTERLINE OF A FIELD ROAD LEADING SOUTH.
 BX2357
 BX2357                          STATION RECOVERY (1986)
 BX2357
 BX2357'RECOVERY NOTE BY US POWER SQUADRON 1986 (AER)
 BX2357'MARK NOT FOUND.
 BX2357
 BX2357                          STATION RECOVERY (2001)
 BX2357
 BX2357'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7827 ***********************************************************************
 AJ7827  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7827  DESIGNATION -  LUMCON CORS ARP
 AJ7827  CORS_ID     -  COCD
 AJ7827  PID         -  AJ7827
 AJ7827  STATE/COUNTY-  LA/TERREBONNE
 AJ7827  USGS QUAD   -  LAKE QUITMAN (1994)
 AJ7827
 AJ7827                         *CURRENT SURVEY CONTROL
 AJ7827  ___________________________________________________________________
 AJ7827* NAD 83(CORS)-  29 15 17.62233(N)    090 39 41.36071(W)     ADJUSTED  
 AJ7827* NAVD 88     -                                                        
 AJ7827  **This station is located in a subsidence area (see below).
 AJ7827  ___________________________________________________________________
 AJ7827  EPOCH DATE  -        2002.00
 AJ7827  X           -     -64,294.431 (meters)                     COMP
 AJ7827  Y           -  -5,568,702.435 (meters)                     COMP
 AJ7827  Z           -   3,098,573.240 (meters)                     COMP
 AJ7827  ELLIP HEIGHT-         -14.72  (meters)          (03/??/02) GPS OBS
 AJ7827  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AJ7827
 AJ7827  HORZ ORDER  -  SPECIAL (CORS)
 AJ7827  ELLP ORDER  -  SPECIAL (CORS)
 AJ7827
 AJ7827.ITRF positions are available for this station.
 AJ7827.The coordinates were established by GPS observations
 AJ7827.and adjusted by the National Geodetic Survey in March 2002..
 AJ7827.The coordinates are valid at the epoch date displayed above.
 AJ7827.The epoch date for horizontal control is a decimal equivalence
 AJ7827.of Year/Month/Day.
 AJ7827
 AJ7827 ** The orthometric height has not been validated since last determined
 AJ7827 ** by differential leveling and should not be used for control purposes.
 AJ7827 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AJ7827 ** area with valid NAVD 88 orthometric heights.
 AJ7827 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ7827 ** epoch indicated which incorporates improved geoid heights for the
 AJ7827 ** Southern Louisiana Subsidence area.
 AJ7827 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ7827
 AJ7827.The PID for the CORS L1 Phase Center is AJ7828.
 AJ7827
 AJ7827.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7827
 AJ7827.The ellipsoidal height was determined by GPS observations
 AJ7827.and is referenced to NAD 83.
 AJ7827
 AJ7827.The geoid height was determined by GEOID03.
 AJ7827
 AJ7827;                    North         East     Units Scale Factor Converg.
 AJ7827;SPC LA S     -    83,869.620 1,065,302.787   MT  1.00000985   +0 20 09.4
 AJ7827;SPC LA S     -   275,162.24  3,495,080.89   sFT  1.00000985   +0 20 09.4
 AJ7827
 AJ7827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7827!SPC LA S     -   1.00000231  x   1.00000985  =   1.00001216
 AJ7827
 AJ7827                          SUPERSEDED SURVEY CONTROL
 AJ7827
 AJ7827  NAD 83(CORS)-  29 15 17.62233(N)    090 39 41.36071(W) AD(1997.00) c
 AJ7827  ELLIP H (02/??/02)  -14.72   (m)                       GP(1997.00) c c
 AJ7827
 AJ7827.Superseded values are not recommended for survey control.
 AJ7827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7827.See file dsdata.txt to determine how the superseded data were derived.
 AJ7827
 AJ7827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2724338493(NAD 83)
 AJ7827_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7827
 AJ7827                          STATION DESCRIPTION
 AJ7827
 AJ7827'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7827'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7827'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7827'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7827'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7827'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8807 ***********************************************************************
 AJ8807  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8807  DESIGNATION -  LUMCON CORS ARP
 AJ8807  CORS_ID     -  LUMC
 AJ8807  PID         -  AJ8807
 AJ8807  STATE/COUNTY-  LA/TERREBONNE
 AJ8807  USGS QUAD   -  LAKE QUITMAN (1994)
 AJ8807
 AJ8807                         *CURRENT SURVEY CONTROL
 AJ8807  ___________________________________________________________________
 AJ8807* NAD 83(CORS)-  29 15 17.62241(N)    090 39 41.36089(W)     ADJUSTED  
 AJ8807* NAVD 88     -                                                        
 AJ8807  **This station is located in a subsidence area (see below).
 AJ8807  ___________________________________________________________________
 AJ8807  EPOCH DATE  -        2002.00
 AJ8807  X           -     -64,294.436 (meters)                     COMP
 AJ8807  Y           -  -5,568,702.425 (meters)                     COMP
 AJ8807  Z           -   3,098,573.237 (meters)                     COMP
 AJ8807  ELLIP HEIGHT-         -14.73  (meters)          (04/??/02) GPS OBS
 AJ8807  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AJ8807
 AJ8807  HORZ ORDER  -  SPECIAL (CORS)
 AJ8807  ELLP ORDER  -  SPECIAL (CORS)
 AJ8807
 AJ8807.ITRF positions are available for this station.
 AJ8807.The coordinates were established by GPS observations
 AJ8807.and adjusted by the National Geodetic Survey in April 2002..
 AJ8807.The coordinates are valid at the epoch date displayed above.
 AJ8807.The epoch date for horizontal control is a decimal equivalence
 AJ8807.of Year/Month/Day.
 AJ8807
 AJ8807 ** The orthometric height has not been validated since last determined
 AJ8807 ** by differential leveling and should not be used for control purposes.
 AJ8807 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AJ8807 ** area with valid NAVD 88 orthometric heights.
 AJ8807 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ8807 ** epoch indicated which incorporates improved geoid heights for the
 AJ8807 ** Southern Louisiana Subsidence area.
 AJ8807 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ8807
 AJ8807.The PID for the CORS L1 Phase Center is DH9346.
 AJ8807
 AJ8807.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8807
 AJ8807.The ellipsoidal height was determined by GPS observations
 AJ8807.and is referenced to NAD 83.
 AJ8807
 AJ8807.The geoid height was determined by GEOID03.
 AJ8807
 AJ8807;                    North         East     Units Scale Factor Converg.
 AJ8807;SPC LA S     -    83,869.623 1,065,302.783   MT  1.00000985   +0 20 09.4
 AJ8807;SPC LA S     -   275,162.25  3,495,080.88   sFT  1.00000985   +0 20 09.4
 AJ8807
 AJ8807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8807!SPC LA S     -   1.00000231  x   1.00000985  =   1.00001216
 AJ8807
 AJ8807                          SUPERSEDED SURVEY CONTROL
 AJ8807
 AJ8807.No superseded survey control is available for this station.
 AJ8807
 AJ8807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2724338493(NAD 83)
 AJ8807_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8807
 AJ8807                          STATION DESCRIPTION
 AJ8807
 AJ8807'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ8807'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8807'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8807'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8807'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8807'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5771 ***********************************************************************
 DF5771  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DF5771  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5771  DESIGNATION -  LUMCON CORS ARP
 DF5771  CORS_ID     -  LMCN
 DF5771  PID         -  DF5771
 DF5771  STATE/COUNTY-  LA/TERREBONNE
 DF5771  USGS QUAD   -  LAKE QUITMAN (1994)
 DF5771
 DF5771                         *CURRENT SURVEY CONTROL
 DF5771  ___________________________________________________________________
 DF5771* NAD 83(CORS)-  29 15 17.90447(N)    090 39 40.65284(W)     ADJUSTED  
 DF5771* NAVD 88     -         9.79 **(meters)      32.1  **(feet)  GPS OBS(2004.65)
 DF5771  **This station is located in a subsidence area (see below).
 DF5771  ___________________________________________________________________
 DF5771  EPOCH DATE  -        2002.00
 DF5771  X           -     -64,275.272 (meters)                     COMP
 DF5771  Y           -  -5,568,698.428 (meters)                     COMP
 DF5771  Z           -   3,098,580.828 (meters)                     COMP
 DF5771  ELLIP HEIGHT-         -14.70  (meters)          (05/??/03) GPS OBS
 DF5771  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 DF5771
 DF5771  HORZ ORDER  -  SPECIAL (CORS)
 DF5771  ELLP ORDER  -  SPECIAL (CORS)
 DF5771
 DF5771.ITRF positions are available for this station.
 DF5771.The coordinates were established by GPS observations
 DF5771.and adjusted by the National Geodetic Survey in May 2003..
 DF5771.The coordinates are valid at the epoch date displayed above.
 DF5771.The epoch date for horizontal control is a decimal equivalence
 DF5771.of Year/Month/Day.
 DF5771
 DF5771 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DF5771 ** and geoid heights are valid at the date of observation. These heights
 DF5771 ** must always be validated when used as control.
 DF5771 ** The orthometric height was determined by GPS observations using
 DF5771 ** precise GPS observation and processing techniques and a new
 DF5771 ** realization of GEOID03. It supersedes the leveled height previously
 DF5771 ** determined for this station.
 DF5771 ** The geoid height was determined by a new realization of GEOID03 for the
 DF5771 ** epoch indicated which incorporates improved geoid heights for the
 DF5771 ** Southern Louisiana Subsidence area.
 DF5771 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DF5771.The orthometric height was determined by GPS observations and a
 DF5771.high-resolution geoid model using precise GPS observation and
 DF5771.processing techniques.
 DF5771
 DF5771.The PID for the CORS L1 Phase Center is DH7205.
 DF5771
 DF5771.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5771
 DF5771.The ellipsoidal height was determined by GPS observations
 DF5771.and is referenced to NAD 83.
 DF5771
 DF5771.The geoid height was determined by GEOID03.
 DF5771
 DF5771;                    North         East     Units Scale Factor Converg.
 DF5771;SPC LA S     -    83,878.419 1,065,321.849   MT  1.00000984   +0 20 09.7
 DF5771;SPC LA S     -   275,191.11  3,495,143.43   sFT  1.00000984   +0 20 09.7
 DF5771
 DF5771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5771!SPC LA S     -   1.00000231  x   1.00000984  =   1.00001215
 DF5771
 DF5771                          SUPERSEDED SURVEY CONTROL
 DF5771
 DF5771.No superseded survey control is available for this station.
 DF5771
 DF5771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2726238503(NAD 83)
 DF5771_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5771
 DF5771                          STATION DESCRIPTION
 DF5771
 DF5771'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5771'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5771'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5771'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5771'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5771'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7828 ***********************************************************************
 AJ7828  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7828  DESIGNATION -  LUMCON CORS L1 PHASE CENTER
 AJ7828  CORS_ID     -  COCD
 AJ7828  PID         -  AJ7828
 AJ7828  STATE/COUNTY-  LA/TERREBONNE
 AJ7828  USGS QUAD   -  LAKE QUITMAN (1994)
 AJ7828
 AJ7828                         *CURRENT SURVEY CONTROL
 AJ7828  ___________________________________________________________________
 AJ7828* NAD 83(CORS)-  29 15 17.62237(N)    090 39 41.36069(W)     ADJUSTED  
 AJ7828* NAVD 88     -                                                        
 AJ7828  **This station is located in a subsidence area (see below).
 AJ7828  ___________________________________________________________________
 AJ7828  EPOCH DATE  -        2002.00
 AJ7828  X           -     -64,294.432 (meters)                     COMP
 AJ7828  Y           -  -5,568,702.522 (meters)                     COMP
 AJ7828  Z           -   3,098,573.290 (meters)                     COMP
 AJ7828  ELLIP HEIGHT-         -14.62  (meters)          (03/??/02) GPS OBS
 AJ7828  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AJ7828
 AJ7828  HORZ ORDER  -  SPECIAL (CORS)
 AJ7828  ELLP ORDER  -  SPECIAL (CORS)
 AJ7828
 AJ7828.ITRF positions are available for this station.
 AJ7828.The coordinates were established by GPS observations
 AJ7828.and adjusted by the National Geodetic Survey in March 2002..
 AJ7828.The coordinates are valid at the epoch date displayed above.
 AJ7828.The epoch date for horizontal control is a decimal equivalence
 AJ7828.of Year/Month/Day.
 AJ7828
 AJ7828 ** The orthometric height has not been validated since last determined
 AJ7828 ** by differential leveling and should not be used for control purposes.
 AJ7828 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AJ7828 ** area with valid NAVD 88 orthometric heights.
 AJ7828 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ7828 ** epoch indicated which incorporates improved geoid heights for the
 AJ7828 ** Southern Louisiana Subsidence area.
 AJ7828 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ7828
 AJ7828.The PID for the CORS ARP is AJ7827.
 AJ7828
 AJ7828.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7828
 AJ7828.The ellipsoidal height was determined by GPS observations
 AJ7828.and is referenced to NAD 83.
 AJ7828
 AJ7828.The geoid height was determined by GEOID03.
 AJ7828
 AJ7828;                    North         East     Units Scale Factor Converg.
 AJ7828;SPC LA S     -    83,869.621 1,065,302.788   MT  1.00000985   +0 20 09.4
 AJ7828;SPC LA S     -   275,162.25  3,495,080.90   sFT  1.00000985   +0 20 09.4
 AJ7828
 AJ7828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7828!SPC LA S     -   1.00000230  x   1.00000985  =   1.00001215
 AJ7828
 AJ7828                          SUPERSEDED SURVEY CONTROL
 AJ7828
 AJ7828  NAD 83(CORS)-  29 15 17.62237(N)    090 39 41.36069(W) AD(1997.00) c
 AJ7828  ELLIP H (02/??/02)  -14.62   (m)                       GP(1997.00) c c
 AJ7828
 AJ7828.Superseded values are not recommended for survey control.
 AJ7828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7828.See file dsdata.txt to determine how the superseded data were derived.
 AJ7828
 AJ7828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2724338493(NAD 83)
 AJ7828_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7828
 AJ7828                          STATION DESCRIPTION
 AJ7828
 AJ7828'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7828'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7828'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7828'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7828'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7828'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7205 ***********************************************************************
 DH7205  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7205  DESIGNATION -  LUMCON CORS L1 PHASE CENTER
 DH7205  CORS_ID     -  LMCN
 DH7205  PID         -  DH7205
 DH7205  STATE/COUNTY-  LA/TERREBONNE
 DH7205  USGS QUAD   -  LAKE QUITMAN (1994)
 DH7205
 DH7205                         *CURRENT SURVEY CONTROL
 DH7205  ___________________________________________________________________
 DH7205* NAD 83(CORS)-  29 15 17.90447(N)    090 39 40.65282(W)     ADJUSTED  
 DH7205* NAVD 88     -                                                        
 DH7205  **This station is located in a subsidence area (see below).
 DH7205  ___________________________________________________________________
 DH7205  EPOCH DATE  -        2002.00
 DH7205  X           -     -64,275.272 (meters)                     COMP
 DH7205  Y           -  -5,568,698.524 (meters)                     COMP
 DH7205  Z           -   3,098,580.882 (meters)                     COMP
 DH7205  ELLIP HEIGHT-         -14.59  (meters)          (05/??/03) GPS OBS
 DH7205  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 DH7205
 DH7205  HORZ ORDER  -  SPECIAL (CORS)
 DH7205  ELLP ORDER  -  SPECIAL (CORS)
 DH7205
 DH7205.ITRF positions are available for this station.
 DH7205.The coordinates were established by GPS observations
 DH7205.and adjusted by the National Geodetic Survey in May 2003..
 DH7205.The coordinates are valid at the epoch date displayed above.
 DH7205.The epoch date for horizontal control is a decimal equivalence
 DH7205.of Year/Month/Day.
 DH7205
 DH7205 ** The orthometric height has not been validated since last determined
 DH7205 ** by differential leveling and should not be used for control purposes.
 DH7205 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH7205 ** area with valid NAVD 88 orthometric heights.
 DH7205 ** The geoid height was determined by a new realization of GEOID03 for the
 DH7205 ** epoch indicated which incorporates improved geoid heights for the
 DH7205 ** Southern Louisiana Subsidence area.
 DH7205 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH7205
 DH7205.The PID for the CORS ARP is DF5771.
 DH7205
 DH7205.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7205
 DH7205.The ellipsoidal height was determined by GPS observations
 DH7205.and is referenced to NAD 83.
 DH7205
 DH7205.The geoid height was determined by GEOID03.
 DH7205
 DH7205;                    North         East     Units Scale Factor Converg.
 DH7205;SPC LA S     -    83,878.419 1,065,321.849   MT  1.00000984   +0 20 09.7
 DH7205;SPC LA S     -   275,191.11  3,495,143.43   sFT  1.00000984   +0 20 09.7
 DH7205
 DH7205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7205!SPC LA S     -   1.00000229  x   1.00000984  =   1.00001213
 DH7205
 DH7205                          SUPERSEDED SURVEY CONTROL
 DH7205
 DH7205.No superseded survey control is available for this station.
 DH7205
 DH7205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2726238503(NAD 83)
 DH7205_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7205
 DH7205                          STATION DESCRIPTION
 DH7205
 DH7205'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7205'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7205'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7205'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7205'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7205'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9346 ***********************************************************************
 DH9346  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9346  DESIGNATION -  LUMCON CORS L1 PHASE CENTER
 DH9346  CORS_ID     -  LUMC
 DH9346  PID         -  DH9346
 DH9346  STATE/COUNTY-  LA/TERREBONNE
 DH9346  USGS QUAD   -  LAKE QUITMAN (1994)
 DH9346
 DH9346                         *CURRENT SURVEY CONTROL
 DH9346  ___________________________________________________________________
 DH9346* NAD 83(CORS)-  29 15 17.62244(N)    090 39 41.36088(W)     ADJUSTED  
 DH9346* NAVD 88     -                                                        
 DH9346  **This station is located in a subsidence area (see below).
 DH9346  ___________________________________________________________________
 DH9346  EPOCH DATE  -        2002.00
 DH9346  X           -     -64,294.437 (meters)                     COMP
 DH9346  Y           -  -5,568,702.521 (meters)                     COMP
 DH9346  Z           -   3,098,573.292 (meters)                     COMP
 DH9346  ELLIP HEIGHT-         -14.62  (meters)          (04/??/02) GPS OBS
 DH9346  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 DH9346
 DH9346  HORZ ORDER  -  SPECIAL (CORS)
 DH9346  ELLP ORDER  -  SPECIAL (CORS)
 DH9346
 DH9346.ITRF positions are available for this station.
 DH9346.The coordinates were established by GPS observations
 DH9346.and adjusted by the National Geodetic Survey in April 2002..
 DH9346.The coordinates are valid at the epoch date displayed above.
 DH9346.The epoch date for horizontal control is a decimal equivalence
 DH9346.of Year/Month/Day.
 DH9346
 DH9346 ** The orthometric height has not been validated since last determined
 DH9346 ** by differential leveling and should not be used for control purposes.
 DH9346 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH9346 ** area with valid NAVD 88 orthometric heights.
 DH9346 ** The geoid height was determined by a new realization of GEOID03 for the
 DH9346 ** epoch indicated which incorporates improved geoid heights for the
 DH9346 ** Southern Louisiana Subsidence area.
 DH9346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH9346
 DH9346.The PID for the CORS ARP is AJ8807.
 DH9346
 DH9346.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9346
 DH9346.The ellipsoidal height was determined by GPS observations
 DH9346.and is referenced to NAD 83.
 DH9346
 DH9346.The geoid height was determined by GEOID03.
 DH9346
 DH9346;                    North         East     Units Scale Factor Converg.
 DH9346;SPC LA S     -    83,869.624 1,065,302.783   MT  1.00000985   +0 20 09.4
 DH9346;SPC LA S     -   275,162.26  3,495,080.88   sFT  1.00000985   +0 20 09.4
 DH9346
 DH9346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9346!SPC LA S     -   1.00000230  x   1.00000985  =   1.00001215
 DH9346
 DH9346                          SUPERSEDED SURVEY CONTROL
 DH9346
 DH9346.No superseded survey control is available for this station.
 DH9346
 DH9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2724338493(NAD 83)
 DH9346_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9346
 DH9346                          STATION DESCRIPTION
 DH9346
 DH9346'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9346'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9346'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9346'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9346'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9346'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7829 ***********************************************************************
 AJ7829  DESIGNATION -  LUMCON CORS MON
 AJ7829  PID         -  AJ7829
 AJ7829  STATE/COUNTY-  LA/TERREBONNE
 AJ7829  USGS QUAD   -  LAKE QUITMAN (1994)
 AJ7829
 AJ7829                         *CURRENT SURVEY CONTROL
 AJ7829  ___________________________________________________________________
 AJ7829* NAD 83(CORS)-  29 15 17.62233(N)    090 39 41.36071(W)     ADJUSTED  
 AJ7829* NAVD 88     -                                                        
 AJ7829  **This station is located in a subsidence area (see below).
 AJ7829  ___________________________________________________________________
 AJ7829  EPOCH DATE  -        2002.00
 AJ7829  X           -     -64,294.430 (meters)                     COMP
 AJ7829  Y           -  -5,568,702.357 (meters)                     COMP
 AJ7829  Z           -   3,098,573.196 (meters)                     COMP
 AJ7829  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AJ7829  ELLIP HEIGHT-         -14.81  (meters)          (03/??/02) GPS OBS
 AJ7829  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AJ7829
 AJ7829  HORZ ORDER  -  A
 AJ7829  ELLP ORDER  -  FOURTH    CLASS I
 AJ7829
 AJ7829.ITRF positions are available for this station.
 AJ7829.The horizontal coordinates were established by GPS observations
 AJ7829.and adjusted by the National Geodetic Survey in March 2002..
 AJ7829.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7829.The epoch date for horizontal control is a decimal equivalence
 AJ7829.of Year/Month/Day.
 AJ7829
 AJ7829 ** The orthometric height has not been validated since last determined
 AJ7829 ** by differential leveling and should not be used for control purposes.
 AJ7829 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AJ7829 ** area with valid NAVD 88 orthometric heights.
 AJ7829 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ7829 ** epoch indicated which incorporates improved geoid heights for the
 AJ7829 ** Southern Louisiana Subsidence area.
 AJ7829 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ7829
 AJ7829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7829
 AJ7829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7829
 AJ7829.The ellipsoidal height was determined by GPS observations
 AJ7829.and is referenced to NAD 83.
 AJ7829
 AJ7829.The geoid height was determined by GEOID03.
 AJ7829
 AJ7829;                    North         East     Units Scale Factor Converg.
 AJ7829;SPC LA S     -    83,869.620 1,065,302.787   MT  1.00000985   +0 20 09.4
 AJ7829;SPC LA S     -   275,162.24  3,495,080.89   sFT  1.00000985   +0 20 09.4
 AJ7829;UTM  15      - 3,238,493.439   727,242.951   MT  1.00023725   +1 08 35.9
 AJ7829
 AJ7829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7829!SPC LA S     -   1.00000233  x   1.00000985  =   1.00001218
 AJ7829!UTM  15      -   1.00000233  x   1.00023725  =   1.00023958
 AJ7829
 AJ7829                          SUPERSEDED SURVEY CONTROL
 AJ7829
 AJ7829  NAD 83(CORS)-  29 15 17.62233(N)    090 39 41.36071(W) AD(1997.00) A
 AJ7829  ELLIP H (02/??/02)  -14.81   (m)                       GP(1997.00) 4 1
 AJ7829
 AJ7829.Superseded values are not recommended for survey control.
 AJ7829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7829.See file dsdata.txt to determine how the superseded data were derived.
 AJ7829
 AJ7829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2724338493(NAD 83)
 AJ7829_STAMPING: UNKNOWN
 AJ7829'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'COCD'
 AJ7829'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AJ7829'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7829'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7829'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7829'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AJ7829'
 AJ7829' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8809 ***********************************************************************
 AJ8809  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AJ8809  DESIGNATION -  LUMCON CORS MON
 AJ8809  PID         -  AJ8809
 AJ8809  STATE/COUNTY-  LA/TERREBONNE
 AJ8809  USGS QUAD   -  LAKE QUITMAN (1994)
 AJ8809
 AJ8809                         *CURRENT SURVEY CONTROL
 AJ8809  ___________________________________________________________________
 AJ8809* NAD 83(CORS)-  29 15 17.62241(N)    090 39 41.36089(W)     ADJUSTED  
 AJ8809* NAVD 88     -         9.67 **(meters)      31.7  **(feet)  GPS OBS(2004.65)
 AJ8809  **This station is located in a subsidence area (see below).
 AJ8809  ___________________________________________________________________
 AJ8809  EPOCH DATE  -        2002.00
 AJ8809  X           -     -64,294.435 (meters)                     COMP
 AJ8809  Y           -  -5,568,702.355 (meters)                     COMP
 AJ8809  Z           -   3,098,573.198 (meters)                     COMP
 AJ8809  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AJ8809  ELLIP HEIGHT-         -14.81  (meters)          (04/??/02) GPS OBS
 AJ8809  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AJ8809
 AJ8809  HORZ ORDER  -  A
 AJ8809  ELLP ORDER  -  FOURTH    CLASS I
 AJ8809
 AJ8809.ITRF positions are available for this station.
 AJ8809.The horizontal coordinates were established by GPS observations
 AJ8809.and adjusted by the National Geodetic Survey in April 2002..
 AJ8809.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8809.The epoch date for horizontal control is a decimal equivalence
 AJ8809.of Year/Month/Day.
 AJ8809
 AJ8809 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AJ8809 ** and geoid heights are valid at the date of observation. These heights
 AJ8809 ** must always be validated when used as control.
 AJ8809 ** The orthometric height was determined by GPS observations using
 AJ8809 ** precise GPS observation and processing techniques and a new
 AJ8809 ** realization of GEOID03. It supersedes the leveled height previously
 AJ8809 ** determined for this station.
 AJ8809 ** The geoid height was determined by a new realization of GEOID03 for the
 AJ8809 ** epoch indicated which incorporates improved geoid heights for the
 AJ8809 ** Southern Louisiana Subsidence area.
 AJ8809 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AJ8809.The orthometric height was determined by GPS observations and a
 AJ8809.high-resolution geoid model using precise GPS observation and
 AJ8809.processing techniques.
 AJ8809
 AJ8809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8809
 AJ8809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8809
 AJ8809.The ellipsoidal height was determined by GPS observations
 AJ8809.and is referenced to NAD 83.
 AJ8809
 AJ8809.The geoid height was determined by GEOID03.
 AJ8809
 AJ8809;                    North         East     Units Scale Factor Converg.
 AJ8809;SPC LA S     -    83,869.623 1,065,302.783   MT  1.00000985   +0 20 09.4
 AJ8809;SPC LA S     -   275,162.25  3,495,080.88   sFT  1.00000985   +0 20 09.4
 AJ8809;UTM  15      - 3,238,493.441   727,242.946   MT  1.00023725   +1 08 35.9
 AJ8809
 AJ8809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8809!SPC LA S     -   1.00000233  x   1.00000985  =   1.00001218
 AJ8809!UTM  15      -   1.00000233  x   1.00023725  =   1.00023958
 AJ8809
 AJ8809                          SUPERSEDED SURVEY CONTROL
 AJ8809
 AJ8809.No superseded survey control is available for this station.
 AJ8809
 AJ8809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2724338493(NAD 83)
 AJ8809_STAMPING: UNKNOWN
 AJ8809'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'LUMC'
 AJ8809'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AJ8809'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8809'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8809'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8809'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AJ8809'
 AJ8809' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2741 ***********************************************************************
 CQ2741  DESIGNATION -  LUNA
 CQ2741  PID         -  CQ2741
 CQ2741  STATE/COUNTY-  LA/OUACHITA
 CQ2741  USGS QUAD   -  LUNA (1982)
 CQ2741
 CQ2741                         *CURRENT SURVEY CONTROL
 CQ2741  ___________________________________________________________________
 CQ2741* NAD 83(1992)-  32 19 36.16113(N)    092 13 25.62938(W)     ADJUSTED  
 CQ2741* NAVD 88     -        75.0    (meters)     246.     (feet)  VERTCON   
 CQ2741  ___________________________________________________________________
 CQ2741  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CQ2741  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2741
 CQ2741  HORZ ORDER  -  FIRST
 CQ2741
 CQ2741.The horizontal coordinates were established by classical geodetic methods
 CQ2741.and adjusted by the National Geodetic Survey in January 1993..
 CQ2741
 CQ2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2741
 CQ2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2741
 CQ2741.The geoid height was determined by GEOID03.
 CQ2741
 CQ2741;                    North         East     Units Scale Factor Converg.
 CQ2741;SPC LA N     -   202,571.781 1,026,005.775   MT  0.99994013   +0 08 45.7
 CQ2741;SPC LA N     -   664,604.25  3,366,153.95   sFT  0.99994013   +0 08 45.7
 CQ2741;UTM  15      - 3,576,914.766   573,057.360   MT  0.99966582   +0 24 54.3
 CQ2741
 CQ2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2741!SPC LA N     -   0.99999228  x   0.99994013  =   0.99993241
 CQ2741!UTM  15      -   0.99999228  x   0.99966582  =   0.99965810
 CQ2741
 CQ2741|---------------------------------------------------------------------|
 CQ2741| PID    Reference Object                     Distance      Geod. Az  |
 CQ2741|                                                           dddmmss.s |
 CQ2741| CY4941 LUNA RM 1                            24.748 METERS 05559     |
 CQ2741| CY4942 LUNA RM 2                            26.325 METERS 19144     |
 CQ2741| CQ2814 CHATHAM G CO M WAVE KJN 65          APPROX.10.8 KM 2204932.3 |
 CQ2741| CQ2813 OLIVE                               APPROX. 7.8 KM 2372929.9 |
 CQ2741| CQ2742 LUNA LOOKOUT TOWER                  APPROX. 3.6 KM 3555941.4 |
 CQ2741|---------------------------------------------------------------------|
 CQ2741
 CQ2741                          SUPERSEDED SURVEY CONTROL
 CQ2741
 CQ2741  NAD 83(1986)-  32 19 36.17490(N)    092 13 25.62119(W) AD(       ) 1
 CQ2741  NAD 27      -  32 19 35.63264(N)    092 13 25.12274(W) AD(       ) 1
 CQ2741  NGVD 29 (07/19/86)   75.0    (m)          246.     (f) VERT ANG       
 CQ2741
 CQ2741.Superseded values are not recommended for survey control.
 CQ2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2741.See file dsdata.txt to determine how the superseded data were derived.
 CQ2741
 CQ2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7305776915(NAD 83)
 CQ2741_MARKER: DS = TRIANGULATION STATION DISK
 CQ2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2741
 CQ2741  HISTORY     - Date     Condition        Report By
 CQ2741  HISTORY     - 1971     MONUMENTED       NGS
 CQ2741
 CQ2741                          STATION DESCRIPTION
 CQ2741
 CQ2741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2741'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES ON LINE.
 CQ2741'
 CQ2741'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2741'
 CQ2741'THE STATION IS ABOUT 14.0 MILES SOUTH-SOUTHWEST OF WEST MONROE,
 CQ2741'13.0 MILES EAST OF CHATHAM, 12.5 MILES SOUTHEAST OF EROS, IN
 CQ2741'SECTION 36, T 16 N, R 2 E, AND ON LAND OWNED BY MR. S.L. HENDRIX,
 CQ2741'ROUTE 3, BOX 181, WEST MONROE, LOUISIANA, 71291.
 CQ2741'
 CQ2741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 CQ2741'INTERSTATE 20 IN WEST MONROE, GO SOUTH ON STATE HIGHWAY 34 FOR
 CQ2741'7.1 MILES TO THE JUNCTION OF STATE HIGHWAY 557 AND WHERE STATE
 CQ2741'HIGHWAY 34 TURNS WEST.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 CQ2741'557 FOR 6.5 MILES TO MR. S.L. HENDRIX HOUSE ON THE RIGHT.  TURN
 CQ2741'RIGHT AND GO WEST ON A TRACK ROAD FOR 0.15 MILE TO A FORK.  TURN
 CQ2741'SHARP RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.15 MILE TO THE
 CQ2741'TOP OF A SMALL KNOLL AND THE STATION.
 CQ2741'
 CQ2741'STATION MARKS ARE STANDARD DISKS STAMPED LUNA 1971.  THE SURFACE
 CQ2741'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2741'THAT PROJECTS 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET
 CQ2741'NORTHEAST OF A 6-INCH PINE TREE, 25.5 FEET WEST OF A 10-INCH PINE
 CQ2741'TREE, 15 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 5
 CQ2741'FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS
 CQ2741'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCH BELOW
 CQ2741'THE GROUND SURFACE.
 CQ2741'
 CQ2741'REFERENCE MARK 1, A STANDARD DISK STAMPED LUNA NO 1 1971, IS
 CQ2741'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2741'PROJECTS 10-INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET
 CQ2741'SOUTHEAST OF A 10-INCH PINE TREE, 12 FEET NORTH-NORTHWEST OF A
 CQ2741'8-INCH PINE TREE AND 2 FEET WEST OF A METAL WITNESS POST.
 CQ2741'
 CQ2741'REFERENCE MARK 2, A STANDARD DISK STAMPED LUNA NO 2 1971, IS
 CQ2741'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2741'PROJECTS 8-INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET
 CQ2741'EAST-SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 20.5 FEET
 CQ2741'SOUTHEAST OF A 10-INCH TWIN OAK TREE AND 12 FEET WEST-NORTHWEST
 CQ2741'OF A 8-INCH OAK TREE.
 CQ2741'
 CQ2741'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2742 ***********************************************************************
 CQ2742  DESIGNATION -  LUNA LOOKOUT TOWER
 CQ2742  PID         -  CQ2742
 CQ2742  STATE/COUNTY-  LA/OUACHITA
 CQ2742  USGS QUAD   -  LUNA (1982)
 CQ2742
 CQ2742                         *CURRENT SURVEY CONTROL
 CQ2742  ___________________________________________________________________
 CQ2742* NAD 83(1992)-  32 21 32.60679(N)    092 13 35.23524(W)     ADJUSTED  
 CQ2742* NAVD 88     -                                                        
 CQ2742  ___________________________________________________________________
 CQ2742  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CQ2742  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2742
 CQ2742  HORZ ORDER  -  THIRD
 CQ2742
 CQ2742.The horizontal coordinates were established by classical geodetic methods
 CQ2742.and adjusted by the National Geodetic Survey in January 1993..
 CQ2742
 CQ2742
 CQ2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2742
 CQ2742.The geoid height was determined by GEOID03.
 CQ2742
 CQ2742;                    North         East     Units Scale Factor Converg.
 CQ2742;SPC LA N     -   206,157.867 1,025,745.500   MT  0.99994431   +0 08 40.6
 CQ2742;SPC LA N     -   676,369.60  3,365,300.03   sFT  0.99994431   +0 08 40.6
 CQ2742;UTM  15      - 3,580,498.597   572,780.313   MT  0.99966532   +0 24 50.5
 CQ2742
 CQ2742                          SUPERSEDED SURVEY CONTROL
 CQ2742
 CQ2742  NAD 83(1986)-  32 21 32.62053(N)    092 13 35.22713(W) AD(       ) 4
 CQ2742  NAD 27      -  32 21 32.08105(N)    092 13 34.72883(W) AD(       ) 3
 CQ2742
 CQ2742.Superseded values are not recommended for survey control.
 CQ2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2742.See file dsdata.txt to determine how the superseded data were derived.
 CQ2742
 CQ2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7278080499(NAD 83)
 CQ2742_MARKER: 57 = LOOKOUT TOWER
 CQ2742
 CQ2742  HISTORY     - Date     Condition        Report By
 CQ2742  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2742  HISTORY     - 1990     GOOD             USPSQD
 CQ2742  HISTORY     - 1991     GOOD             USPSQD
 CQ2742  HISTORY     - 19910515 GOOD             USPSQD
 CQ2742
 CQ2742                          STATION DESCRIPTION
 CQ2742
 CQ2742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2742'STATION IS THE TOP-CENTER OF THE CONICAL SHAPED ROOF OF THE
 CQ2742'LUNA LOOKOUT TOWER OBSERVATION CABIN WHICH IS A SQUARE METAL
 CQ2742'CABIN, SILVER IN COLOR WITH WINDOWS ON ALL SIDES, 100 FEET
 CQ2742'IN HEIGHT AND SUPPORTED BY 4 CHANNEL STEEL LEGS.
 CQ2742'
 CQ2742'LOCATED ABOUT 2.4 MILES NORTH-NORTHWEST OF LUNA, 12 MILES
 CQ2742'EAST-SOUTHEAST OF EROS, 1 MILE WEST OF STATE HIGHWAY 557, IN
 CQ2742'SECTION 23.  T 16 N.  R 2 E..
 CQ2742
 CQ2742                          STATION RECOVERY (1990)
 CQ2742
 CQ2742'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2742'RECOVERED IN GOOD CONDITION.
 CQ2742
 CQ2742                          STATION RECOVERY (1991)
 CQ2742
 CQ2742'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2742'RECOVERED IN GOOD CONDITION.
 CQ2742
 CQ2742                          STATION RECOVERY (1991)
 CQ2742
 CQ2742'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4141 ***********************************************************************
 BJ4141  DESIGNATION -  LUSA
 BJ4141  PID         -  BJ4141
 BJ4141  STATE/COUNTY-  LA/WASHINGTON
 BJ4141  USGS QUAD   -  SHERIDAN (1983)
 BJ4141
 BJ4141                         *CURRENT SURVEY CONTROL
 BJ4141  ___________________________________________________________________
 BJ4141* NAD 83(1992)-  30 48 08.47462(N)    090 02 29.76379(W)     ADJUSTED  
 BJ4141* NAVD 88     -        82.1    (meters)     269.     (feet)  VERTCON   
 BJ4141  ___________________________________________________________________
 BJ4141  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BJ4141  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BJ4141
 BJ4141  HORZ ORDER  -  FIRST
 BJ4141
 BJ4141.The horizontal coordinates were established by classical geodetic methods
 BJ4141.and adjusted by the National Geodetic Survey in May 1994..
 BJ4141
 BJ4141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4141
 BJ4141.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4141
 BJ4141.The geoid height was determined by GEOID03.
 BJ4141
 BJ4141;                    North         East     Units Scale Factor Converg.
 BJ4141;SPC LA S     -   255,907.836 1,123,619.917   MT  1.00002337   +0 38 45.2
 BJ4141;SPC LA S     -   839,590.96  3,686,409.68   sFT  1.00002337   +0 38 45.2
 BJ4141;UTM  15      - 3,411,442.448   783,067.767   MT  1.00058855   +1 30 57.4
 BJ4141;UTM  16      - 3,411,656.194   208,967.694   MT  1.00064497   -1 33 31.1
 BJ4141
 BJ4141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4141!SPC LA S     -   0.99999144  x   1.00002337  =   1.00001481
 BJ4141!UTM  15      -   0.99999144  x   1.00058855  =   1.00057999
 BJ4141!UTM  16      -   0.99999144  x   1.00064497  =   1.00063641
 BJ4141
 BJ4141:                Primary Azimuth Mark                     Grid Az
 BJ4141:SPC LA S     -  LUSA AZ MK                               221 10 18.9
 BJ4141:UTM  15      -  LUSA AZ MK                               220 18 06.7
 BJ4141:UTM  16      -  LUSA AZ MK                               223 22 35.2
 BJ4141
 BJ4141|---------------------------------------------------------------------|
 BJ4141| PID    Reference Object                     Distance      Geod. Az  |
 BJ4141|                                                           dddmmss.s |
 BJ4141| CW2055 LUSA AZ MK                                         2214904.1 |
 BJ4141| CW2056 LUSA RM 1                            26.467 METERS 22333     |
 BJ4141| CW2057 LUSA RM 2                            29.210 METERS 33001     |
 BJ4141|---------------------------------------------------------------------|
 BJ4141
 BJ4141                          SUPERSEDED SURVEY CONTROL
 BJ4141
 BJ4141  NAD 83(1992)-  30 48 08.47765(N)    090 02 29.76099(W) AD(       ) 1
 BJ4141  NAD 83(1986)-  30 48 08.48865(N)    090 02 29.76058(W) AD(       ) 1
 BJ4141  NAD 27      -  30 48 07.82063(N)    090 02 29.46861(W) AD(       ) 1
 BJ4141  NGVD 29 (07/19/86)   82.2    (m)          270.     (f) VERT ANG       
 BJ4141
 BJ4141.Superseded values are not recommended for survey control.
 BJ4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4141.See file dsdata.txt to determine how the superseded data were derived.
 BJ4141
 BJ4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8306811442(NAD 83)
 BJ4141_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ4141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4141_STAMPING: LUSA 1970
 BJ4141_MARK LOGO: CGS   
 BJ4141_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4141+STABILITY: SURFACE MOTION
 BJ4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4141+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1995
 BJ4141
 BJ4141  HISTORY     - Date     Condition        Report By
 BJ4141  HISTORY     - 1970     MONUMENTED       NGS
 BJ4141  HISTORY     - 19950227 GOOD             LADTD
 BJ4141
 BJ4141                          STATION DESCRIPTION
 BJ4141
 BJ4141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4141'THE STATION IS ABOUT 4-1/2 MILES SOUTH AND 2-1/4 MILES WEST OF THE
 BJ4141'VILLAGE OF SHERIDAN AND 6-1/2 MILES EAST AND 3 MILES SOUTH OF
 BJ4141'FRANKLINTON, ON LAND OWNED BY THE CROWN ZELLERBACH CORP. OF
 BJ4141'BOGALUSA.
 BJ4141'
 BJ4141'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10, 16 AND
 BJ4141'25 TO THE WEST OF THE FRANKLINTON COURT HOUSE, GO SOUTHERLY ON
 BJ4141'HIGHWAY 16 FOR 1.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 1072 ON
 BJ4141'THE LEFT.  TURN LEFT AND GO EAST AND SOUTHEAST ON HIGHWAY 1072 FOR
 BJ4141'3.9 MILES TO SURFACED FORKS.  TAKE THE LEFT FORK AND CONTINUE
 BJ4141'SOUTHEASTERLY ON HIGHWAY 1072 FOR 3.2 MILES TO SURFACED
 BJ4141'CROSSROADS, A PHILLIPS SERVICE STATION ON THE LEFT AND THE AZIMUTH
 BJ4141'MARK IN THE NORTHEAST ANGLE OF THE CROSSROADS.  TURN LEFT AND GO
 BJ4141'NORTHERLY ON THE SURFACED ROAD FOR 0.35 MILE TO THE STATION ON THE
 BJ4141'RIGHT.
 BJ4141'
 BJ4141'THE STATION MARK IS A STANDARD DISK STAMPED LUSA 1970, SET IN THE TOP
 BJ4141'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BJ4141'ABOVE THE SURFACE OF THE GROUND.  IT IS 85 FEET EAST-SOUTHEAST OF A
 BJ4141'POWER POLE WITH TRANSFORMER, 57 FEET EAST-SOUTHEAST OF THE CENTER
 BJ4141'OF THE SURFACED ROAD, 28.5 FEET WEST-NORTHWEST OF A 12-INCH PINE
 BJ4141'TREE AND 5.5 FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 BJ4141'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BJ4141'SURFACE OF THE GROUND.
 BJ4141'
 BJ4141'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LUSA NO 1 1970, SET IN
 BJ4141'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4141'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 116 FEET SOUTH OF
 BJ4141'THE POWER POLE WITH TRANSFORMER AND 38 FEET SOUTHEAST OF THE CENTER
 BJ4141'OF THE SURFACED ROAD.
 BJ4141'
 BJ4141'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LUSA NO 2 1970, SET IN
 BJ4141'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4141'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 37 FEET NORTHEAST OF
 BJ4141'THE POWER POLE WITH TRANSFORMER, 23 FEET WEST OF THE CENTER OF THE
 BJ4141'SURFACED ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST AND 6
 BJ4141'INCHES EAST OF A FENCE.
 BJ4141'
 BJ4141'THE AZIMUTH MARK IS A GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 21
 BJ4141'FJH 1954, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT
 BJ4141'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 73
 BJ4141'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SERVICE STATION
 BJ4141'BUILDING, 56 FEET NORTH OF THE CENTER OF HIGHWAY 1072, 18.5 FEET
 BJ4141'NORTHEAST OF A POWER POLE AND 2 FEET NORTHEAST OF A METAL WITNESS
 BJ4141'POST.
 BJ4141'
 BJ4141'HEIGHT OF LIGHT ABOVE STATION MARK 34.2 METERS.
 BJ4141
 BJ4141                          STATION RECOVERY (1995)
 BJ4141
 BJ4141'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BJ4141'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH-NORTHEAST OF ENON,
 BJ4141'6.5 MI (10.5 KM) SOUTHEAST OF FRANKLINTON AND 8.5 MI (13.7 KM) WEST OF
 BJ4141'BOGALUSA.  OWNERSHIP--CAVENHAM. TO REACH THE STATION FROM THE
 BJ4141'COURTHOUSE IN FRANKLINTON, GO SOUTH FOR 1.6 MI (2.6 KM) ON STATE
 BJ4141'HIGHWAY 16 TO THE JUNCTION WITH STATE HIGHWAY 1072, TURN LEFT AND GO
 BJ4141'EAST FOR 7.1 MI (11.4 KM) ON HIGHWAY 1072 TO THE JUNCTION WITH LEE
 BJ4141'ROAD, TURN LEFT AND GO NORTH FOR 0.35 MI (0.56 KM) ON LEE ROAD TO THE
 BJ4141'STATION SET ON THE RIGHT. THE STATION IS 87.0 FT (26.5 M)
 BJ4141'EAST-SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER ATTACHED, 57.0 FT
 BJ4141'(17.4 M) EAST-SOUTHEAST FROM THE CENTER OF LEE ROAD, 50.0 FT (15.2 M)
 BJ4141'SOUTH FROM A BRACE POLE, 5.5 FT (1.7 M) NORTHWEST FROM A METAL WITNESS
 BJ4141'POST WITH SIGN ATTACHED, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE
 BJ4141'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1880 ***********************************************************************
 CQ1880  DESIGNATION -  LUSK BOLT
 CQ1880  PID         -  CQ1880
 CQ1880  STATE/COUNTY-  LA/BOSSIER
 CQ1880  USGS QUAD   -  WARDVIEW (1971)
 CQ1880
 CQ1880                         *CURRENT SURVEY CONTROL
 CQ1880  ___________________________________________________________________
 CQ1880* NAD 83(1986)-  32 54 22.     (N)    093 48 33.     (W)     SCALED    
 CQ1880* NAVD 88     -        69.929  (meters)     229.43   (feet)  ADJUSTED  
 CQ1880  ___________________________________________________________________
 CQ1880  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CQ1880  DYNAMIC HT  -          69.852 (meters)     229.17  (feet)  COMP
 CQ1880  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CQ1880
 CQ1880  VERT ORDER  -  FIRST     CLASS II
 CQ1880
 CQ1880.The horizontal coordinates were scaled from a topographic map and have
 CQ1880.an estimated accuracy of +/- 6 seconds.
 CQ1880
 CQ1880.The orthometric height was determined by differential leveling
 CQ1880.and adjusted by the National Geodetic Survey in June 1991..
 CQ1880.WARNING-Repeat measurements at this control monument indicate possible
 CQ1880.vertical movement.
 CQ1880
 CQ1880.The geoid height was determined by GEOID03.
 CQ1880
 CQ1880.The dynamic height is computed by dividing the NAVD 88
 CQ1880.geopotential number by the normal gravity value computed on the
 CQ1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1880.degrees latitude (g = 980.6199 gals.).
 CQ1880
 CQ1880.The modeled gravity was interpolated from observed gravity values.
 CQ1880
 CQ1880;                    North         East    Units  Estimated Accuracy
 CQ1880;SPC LA N     -   267,530.      877,520.      MT  (+/- 180 meters Scaled)
 CQ1880
 CQ1880                          SUPERSEDED SURVEY CONTROL
 CQ1880
 CQ1880  NGVD 29 (??/??/??)   69.994  (m)          229.64   (f) ADJUSTED    1 2
 CQ1880
 CQ1880.Superseded values are not recommended for survey control.
 CQ1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1880.See file dsdata.txt to determine how the superseded data were derived.
 CQ1880
 CQ1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS243411(NAD 83)
 CQ1880_MARKER: B = BOLT
 CQ1880_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1880_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1880+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 CQ1880
 CQ1880  HISTORY     - Date     Condition        Report By
 CQ1880  HISTORY     - UNK      MONUMENTED       DOD
 CQ1880  HISTORY     - 1969     GOOD             LADH
 CQ1880  HISTORY     - 20021012 GOOD             USPSQD
 CQ1880
 CQ1880                          STATION DESCRIPTION
 CQ1880
 CQ1880'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1880'7.05 MI W FROM PLAIN DEALING.
 CQ1880'1 BLOCK NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 CQ1880'STATION AT PLAIN DEALING, THENCE 4.25 MILES WEST ALONG STAE HIGHWAY 2,
 CQ1880'THENCE 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 537, THENCE 1.15 MILES
 CQ1880'NORTHWEST ALONG A DIRT ROAD, ABOUT 0.2 MILE EAST OF THE EAST BANK OF
 CQ1880'THE RED RIVER, 25 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 206
 CQ1880'FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE OCCUPIED BY MR. C. H.
 CQ1880'GARDNER, 30 FEET SOUTH OF A FENCE, ABOUT 3 FEET ABOVE THE ROAD, A
 CQ1880'COPPER BOLT SET IN THE TOP OF A BLOCK OF LIMESTONE ABOUT 2 1/2 FEET
 CQ1880'BELOW THE GROUND, ACCESS TO THE MARK IS HAD THROUGH AN IRON PIPE ON
 CQ1880'THE TOP OF WHICH IS BOLTED AN IRON CAP BEARING A SMALL BOSS AND THE
 CQ1880'LETTERS USEBM.  THE PIPE PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND.
 CQ1880'SEC 9, T 22N, R 14W.
 CQ1880
 CQ1880                          STATION RECOVERY (2002)
 CQ1880
 CQ1880'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1879 ***********************************************************************
 CQ1879  DESIGNATION -  LUSK CAP
 CQ1879  PID         -  CQ1879
 CQ1879  STATE/COUNTY-  LA/BOSSIER
 CQ1879  USGS QUAD   -  WARDVIEW (1971)
 CQ1879
 CQ1879                         *CURRENT SURVEY CONTROL
 CQ1879  ___________________________________________________________________
 CQ1879* NAD 83(1986)-  32 54 22.     (N)    093 48 33.     (W)     SCALED    
 CQ1879* NAVD 88     -        71.158  (meters)     233.46   (feet)  ADJUSTED  
 CQ1879  ___________________________________________________________________
 CQ1879  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CQ1879  DYNAMIC HT  -          71.079 (meters)     233.20  (feet)  COMP
 CQ1879  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CQ1879
 CQ1879  VERT ORDER  -  FIRST     CLASS II
 CQ1879
 CQ1879.The horizontal coordinates were scaled from a topographic map and have
 CQ1879.an estimated accuracy of +/- 6 seconds.
 CQ1879
 CQ1879.The orthometric height was determined by differential leveling
 CQ1879.and adjusted by the National Geodetic Survey in June 1991..
 CQ1879
 CQ1879.The geoid height was determined by GEOID03.
 CQ1879
 CQ1879.The dynamic height is computed by dividing the NAVD 88
 CQ1879.geopotential number by the normal gravity value computed on the
 CQ1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1879.degrees latitude (g = 980.6199 gals.).
 CQ1879
 CQ1879.The modeled gravity was interpolated from observed gravity values.
 CQ1879
 CQ1879;                    North         East    Units  Estimated Accuracy
 CQ1879;SPC LA N     -   267,530.      877,520.      MT  (+/- 180 meters Scaled)
 CQ1879
 CQ1879                          SUPERSEDED SURVEY CONTROL
 CQ1879
 CQ1879  NGVD 29 (??/??/??)   71.222  (m)          233.67   (f) ADJUSTED    1 2
 CQ1879
 CQ1879.Superseded values are not recommended for survey control.
 CQ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1879.See file dsdata.txt to determine how the superseded data were derived.
 CQ1879
 CQ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS243411(NAD 83)
 CQ1879_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1879_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1879+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 CQ1879
 CQ1879  HISTORY     - Date     Condition        Report By
 CQ1879  HISTORY     - UNK      MONUMENTED       DOD
 CQ1879  HISTORY     - 1969     GOOD             LADH
 CQ1879  HISTORY     - 20021012 GOOD             USPSQD
 CQ1879
 CQ1879                          STATION DESCRIPTION
 CQ1879
 CQ1879'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1879'7.05 MI W FROM PLAIN DEALING.
 CQ1879'ABOUT 1 BLOCK NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 CQ1879'STATION AT PLAIN DEALING, THENCE 4.25 MILES WEST ALONG STATE HIGHWAY
 CQ1879'2, THENCE 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 537, THENCE 1.15
 CQ1879'MILES NORTHWEST ALONG A DIRT ROAD, ABOUT 0.2 MILE EAST OF THE EAST
 CQ1879'BANK OF THE RED RIVER, 25 FEET NORTH OF THE CENTER LINE OF THE DIRT
 CQ1879'ROAD, 206 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE OCCUPIED BY MR.
 CQ1879'C. H. GARDNER, 30 FEET SOUTH OF A FENCE, ABOUT 3 FEET ABOVE THE ROAD,
 CQ1879'AND ON THE TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE
 CQ1879'THE GROUND.
 CQ1879
 CQ1879                          STATION RECOVERY (2002)
 CQ1879
 CQ1879'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2873 ***********************************************************************
 CQ2873  DESIGNATION -  LUSTER
 CQ2873  PID         -  CQ2873
 CQ2873  STATE/COUNTY-  LA/NATCHITOCHES
 CQ2873  USGS QUAD   -  GOLDONNA (1986)
 CQ2873
 CQ2873                         *CURRENT SURVEY CONTROL
 CQ2873  ___________________________________________________________________
 CQ2873* NAD 83(1992)-  32 01 45.69051(N)    092 57 47.19644(W)     ADJUSTED  
 CQ2873* NAVD 88     -       112.4    (meters)     369.     (feet)  VERTCON   
 CQ2873  ___________________________________________________________________
 CQ2873  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CQ2873  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2873
 CQ2873  HORZ ORDER  -  FIRST
 CQ2873
 CQ2873.The horizontal coordinates were established by classical geodetic methods
 CQ2873.and adjusted by the National Geodetic Survey in January 1993..
 CQ2873
 CQ2873.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2873
 CQ2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2873
 CQ2873.The geoid height was determined by GEOID03.
 CQ2873
 CQ2873;                    North         East     Units Scale Factor Converg.
 CQ2873;SPC LA N     -   169,661.093   956,256.999   MT  0.99991663   -0 14 41.4
 CQ2873;SPC LA N     -   556,629.77  3,137,319.84   sFT  0.99991663   -0 14 41.4
 CQ2873;UTM  15      - 3,543,690.461   503,483.335   MT  0.99960015   +0 01 10.4
 CQ2873
 CQ2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2873!SPC LA N     -   0.99998641  x   0.99991663  =   0.99990304
 CQ2873!UTM  15      -   0.99998641  x   0.99960015  =   0.99958657
 CQ2873
 CQ2873:                Primary Azimuth Mark                     Grid Az
 CQ2873:SPC LA N     -  GUM SPRINGS LOOKOUT TOWER                130 29 56.9
 CQ2873:UTM  15      -  GUM SPRINGS LOOKOUT TOWER                130 14 05.1
 CQ2873
 CQ2873|---------------------------------------------------------------------|
 CQ2873| PID    Reference Object                     Distance      Geod. Az  |
 CQ2873|                                                           dddmmss.s |
 CQ2873| BX2776 GUM SPRINGS LOOKOUT TOWER           APPROX.22.3 KM 1301515.5 |
 CQ2873| BX2782 GOLDONNA LOOKOUT TOWER              APPROX. 3.6 KM 1633301.2 |
 CQ2873| CQ2874 LUSTER 2                             10.843 METERS 16950     |
 CQ2873| BX2784 PLACID OIL CO RAD TOW KFE 246       APPROX. 9.8 KM 1765137.1 |
 CQ2873| BX2785 PLACID OIL CO STANDPIPE             APPROX. 9.9 KM 1775537.1 |
 CQ2873| CY4943 LUSTER RM 1                          26.512 METERS 18311     |
 CQ2873| CY4944 LUSTER RM 2                          24.546 METERS 26554     |
 CQ2873| CQ2875 LUSTER 1969 AZ MK                   321.757 METERS 34950     |
 CQ2873|---------------------------------------------------------------------|
 CQ2873
 CQ2873                          SUPERSEDED SURVEY CONTROL
 CQ2873
 CQ2873  NAD 83(1986)-  32 01 45.70489(N)    092 57 47.18790(W) AD(       ) 1
 CQ2873  NAD 27      -  32 01 45.12934(N)    092 57 46.61809(W) AD(       ) 1
 CQ2873  NGVD 29 (07/19/86)  112.4    (m)          369.     (f) VERT ANG       
 CQ2873
 CQ2873.Superseded values are not recommended for survey control.
 CQ2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2873.See file dsdata.txt to determine how the superseded data were derived.
 CQ2873
 CQ2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0348343690(NAD 83)
 CQ2873_MARKER: DS = TRIANGULATION STATION DISK
 CQ2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2873_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2873
 CQ2873  HISTORY     - Date     Condition        Report By
 CQ2873  HISTORY     - 1969     MONUMENTED       CGS
 CQ2873  HISTORY     - 1977     GOOD             NGS
 CQ2873  HISTORY     - 20060610 POOR             USPSQD
 CQ2873
 CQ2873                          STATION DESCRIPTION
 CQ2873
 CQ2873'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ2873'THE STATION IS ABOUT 6-1/2 MILES NORTHEAST OF CRESTON AND 3-1/2
 CQ2873'MILES NORTHWEST OF GOLDONNA IN THE KISATCHIE NATIONAL FOREST.
 CQ2873'
 CQ2873'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CHESTNUT,
 CQ2873'GO NORTHEAST ON STATE HIGHWAY 9 FOR 0.1 MILE TO JUNCTION OF
 CQ2873'STATE HIGHWAYS 9 AND 479.  TURN RIGHT AND GO EAST AND
 CQ2873'SOUTHEAST ON STATE HIGHWAY 479 FOR 4.05 MILES TO A GRAVEL
 CQ2873'ROAD RIGHT AND A WOODS ROAD LEFT.  TURN RIGHT AND GO WEST AND
 CQ2873'SOUTH ON MAIN ROAD FOR 1.5 MILES TO A WOODS ROAD ON THE LEFT
 CQ2873'JUST BEFORE MAIN ROAD TURNS RIGHT AND THE STATION ON THE LEFT.
 CQ2873'
 CQ2873'STATION MARK IS A STANDARD DISK STAMPED, LUSTER 1969, SET IN
 CQ2873'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ2873'2 INCHES.  IT IS 41.5 FEET EAST OF THE APPROXIMATE CENTER
 CQ2873'OF A GRAVELED ROAD, 31 FEET SOUTH OF A DIM WOODS ROAD AND
 CQ2873'2 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ2873'
 CQ2873'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, LUSTER NO 1
 CQ2873'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CQ2873'THAT PROJECTS 2 INCHES.  IT IS 87.2 FEET SOUTH OF A METAL
 CQ2873'WITNESS POST WITH A SIGN ATTACHED, 48 FEET EAST OF THE
 CQ2873'APPROXIMATE CENTER OF A GRAVELED ROAD AND 5 FEET SOUTHWEST
 CQ2873'OF A 5-INCH PINE TREE.
 CQ2873'
 CQ2873'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, LUSTER NO 2
 CQ2873'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CQ2873'THAT IS FLUSH.  IT IS 82.5 FEET WEST OF A METAL WITNESS
 CQ2873'POST WITH A SIGN ATTACHED, 40 FEET WEST OF THE APPROXIMATE
 CQ2873'CENTER OF A GRAVELED ROAD AND 19 FEET NORTHWEST OF A 12-INCH
 CQ2873'PINE TREE.
 CQ2873'
 CQ2873'AZIMUTH MARK IS A STANDARD DISK STAMPED, LUSTER 1969, SET
 CQ2873'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ2873'4 INCHES.  IT IS 44 FEET NORTH OF THE APPROXIMATE CENTER OF A
 CQ2873'GRAVELED ROAD, 8.5 FEET NORTH OF A 4-INCH PINE TREE, 4 FEET SOUTH
 CQ2873'OF A 4-INCH PINE TREE AND 2 FEET NORTH OF A METAL WITNESS POST
 CQ2873'WITH A SIGN ATTACHED.
 CQ2873'
 CQ2873'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON
 CQ2873'GRAVELED FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CQ2873'
 CQ2873'HEIGHT OF LIGHT ABOVE STATION MARK 22.61 METERS.
 CQ2873
 CQ2873                          STATION RECOVERY (1977)
 CQ2873
 CQ2873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 CQ2873'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 CQ2873'STATION MARK WAS REQUESTED MOVED AT THIS DATE DUE TO ROAD
 CQ2873'CONSTRUCTION.  THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CQ2873'USED FOR THE NEW STATION.  THE STATION WAS MOVED ON LINE AND
 CQ2873'AWAY FROM THE AZIMUTH MARK A DISTANCE OF 10.842 METERS.  THE
 CQ2873'STATION DISK WAS RECLAIMED AT THIS DATE.
 CQ2873'
 CQ2873'FOR INFORMATION SEE DESCRIPTION FOR LUSTER 2 1977.
 CQ2873
 CQ2873                          STATION RECOVERY (2006)
 CQ2873
 CQ2873'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 CQ2873'BASED ON PUBLISHED REFERENCE INFORMATION FROM LUSTER 2, THIS MARK IS
 CQ2873'LIKELY LOST DUE TO A NEW DIRT/GRAVEL ROAD WITH A CENTER LINE OVER THE
 CQ2873'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2874 ***********************************************************************
 CQ2874  DESIGNATION -  LUSTER 2
 CQ2874  PID         -  CQ2874
 CQ2874  STATE/COUNTY-  LA/NATCHITOCHES
 CQ2874  USGS QUAD   -  GOLDONNA (1986)
 CQ2874
 CQ2874                         *CURRENT SURVEY CONTROL
 CQ2874  ___________________________________________________________________
 CQ2874* NAD 83(1992)-  32 01 45.34400(N)    092 57 47.12354(W)     ADJUSTED  
 CQ2874* NAVD 88     -       113.1    (meters)     371.     (feet)  VERTCON   
 CQ2874  ___________________________________________________________________
 CQ2874  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CQ2874  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2874
 CQ2874  HORZ ORDER  -  SECOND
 CQ2874
 CQ2874.The horizontal coordinates were established by classical geodetic methods
 CQ2874.and adjusted by the National Geodetic Survey in January 1993..
 CQ2874.No horizontal observational check was made to the station.
 CQ2874
 CQ2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2874
 CQ2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2874
 CQ2874.The geoid height was determined by GEOID03.
 CQ2874
 CQ2874;                    North         East     Units Scale Factor Converg.
 CQ2874;SPC LA N     -   169,650.412   956,258.867   MT  0.99991663   -0 14 41.4
 CQ2874;SPC LA N     -   556,594.73  3,137,325.97   sFT  0.99991663   -0 14 41.4
 CQ2874;UTM  15      - 3,543,679.793   503,485.251   MT  0.99960015   +0 01 10.5
 CQ2874
 CQ2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2874!SPC LA N     -   0.99998630  x   0.99991663  =   0.99990293
 CQ2874!UTM  15      -   0.99998630  x   0.99960015  =   0.99958646
 CQ2874
 CQ2874|---------------------------------------------------------------------|
 CQ2874| PID    Reference Object                     Distance      Geod. Az  |
 CQ2874|                                                           dddmmss.s |
 CQ2874| CY4943 LUSTER RM 1                          16.151 METERS 19206     |
 CQ2874| CY4944 LUSTER RM 2                          27.834 METERS 28840     |
 CQ2874| CQ2873 LUSTER                               10.843 METERS 34950     |
 CQ2874| CQ2875 LUSTER 1969 AZ MK                   332.600 METERS 34950     |
 CQ2874|---------------------------------------------------------------------|
 CQ2874
 CQ2874                          SUPERSEDED SURVEY CONTROL
 CQ2874
 CQ2874  NAD 83(1986)-  32 01 45.35839(N)    092 57 47.11500(W) AD(       ) 2
 CQ2874  NGVD 29 (07/19/86)  113.1    (m)          371.     (f) VERT ANG       
 CQ2874
 CQ2874.Superseded values are not recommended for survey control.
 CQ2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2874.See file dsdata.txt to determine how the superseded data were derived.
 CQ2874
 CQ2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0348543680(NAD 83)
 CQ2874_MARKER: DS = TRIANGULATION STATION DISK
 CQ2874_SETTING: 0 = UNSPECIFIED SETTING
 CQ2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2874+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 CQ2874
 CQ2874  HISTORY     - Date     Condition        Report By
 CQ2874  HISTORY     - 1977     MONUMENTED       NGS
 CQ2874  HISTORY     - 20060610 GOOD             USPSQD
 CQ2874
 CQ2874                          STATION DESCRIPTION
 CQ2874
 CQ2874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 CQ2874'THE STATION IS LOCATED 12.5 MILES NORTHEAST OF CAMPTI, 3.5 MILES
 CQ2874'WEST-NORTHWEST OF GOLDANA AND 3 MILES SOUTHEAST OF CHESTNUT, ON
 CQ2874'LAND OWNED BY THE KISATCHIE NATIONAL FOREST.  IT IS ON THE SOUTH
 CQ2874'SLOPE OF A SMALL HILL, 37 FEET SOUTH OF THE CENTER OF THE WOODS
 CQ2874'ROAD, 46 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 CQ2874'EAST OF A METAL WITNESS POST.  IT PROJECTS 2 INCHES, AND IS
 CQ2874'STAMPED LUSTER 2 1977.
 CQ2874'
 CQ2874'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CHESTNUT, GO
 CQ2874'NORTHEAST ON STATE HIGHWAY 9 FOR 0.1 MILE TO THE JUNCTION OF
 CQ2874'STATE HIGHWAY 9 AND 479.  TURN RIGHT AND GO EAST AND
 CQ2874'SOUTHEAST ON STATE HIGHWAY 479 FOR 4.05 MILES TO A GRAVELED ROAD
 CQ2874'ON THE RIGHT AND A WOODS ROAD ON THE LEFT, TURN RIGHT AND GO WEST
 CQ2874'AND SOUTH FOR 1.5 MILES TO THE TOP OF A HILL AND A WOODS ROAD
 CQ2874'LEFT AND THE STATION ON THE LEFT.
 CQ2874'
 CQ2874'REFERENCE MARK NO. 1 IS 52.99 FEET SOUTH OF THE STATION, 90 FEET
 CQ2874'SOUTH OF THE CENTER OF THE WOODS ROAD LEADING EAST, 48 FEET EAST
 CQ2874'OF THE CENTER OF THE GRAVELED ROAD, 5 FEET SOUTHWEST OF AN 8-INCH
 CQ2874'PINE TREE, 5 FEET NORTH-NORTHWEST OF AN 8-INCH PINE TREE.  THE
 CQ2874'MARK PROJECTS 2 INCHES AND IS STAMPED LUSTER NO. 1 1969.
 CQ2874'
 CQ2874'REFERENCE MARK NO. 2 IS 91.41 FEET WEST OF THE STATION, 41 FEET
 CQ2874'WEST OF THE CENTER OF A GRAVELED ROAD, 18 FEET NORTH-NORTHWEST OF A
 CQ2874'12-INCH PINE TREE, 20 FEET SOUTH OF THE PROJECTED CENTER OF THE
 CQ2874'ROAD LEADING EAST, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 CQ2874'MARK IS FLUSH WITH THE GROUND AND STAMPED LUSTER NO. 2 1969.
 CQ2874'
 CQ2874'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION IN THE FIRST
 CQ2874'CURVE IN THE ROAD NORTH OF THE STATION.  IT IS 33 FEET
 CQ2874'NORTH-NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 12 FEET WEST OF
 CQ2874'THE CENTER OF A TRACK WOODS ROAD AND 2 FEET NORTH OF A METAL
 CQ2874'WITNESS POST.
 CQ2874'
 CQ2874'NEAREST TOWN--CHESTNUT.
 CQ2874
 CQ2874                          STATION RECOVERY (2006)
 CQ2874
 CQ2874'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 CQ2874'LOCATED ABOUT 90 FEET SSE OF THE INTERSECTION OF TWO DIRT ROADS.
 CQ2874'LOCATED 1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4408 ***********************************************************************
 BJ4408  DESIGNATION -  LUTCHER LEVEE DIST RAD MAST
 BJ4408  PID         -  BJ4408
 BJ4408  STATE/COUNTY-  LA/ST JAMES
 BJ4408  USGS QUAD   -  LUTCHER (1994)
 BJ4408
 BJ4408                         *CURRENT SURVEY CONTROL
 BJ4408  ___________________________________________________________________
 BJ4408* NAD 83(1992)-  30 02 18.79460(N)    090 41 49.46699(W)     ADJUSTED  
 BJ4408* NAVD 88     -                                                        
 BJ4408  **This station is located in a subsidence area (see below).
 BJ4408  ___________________________________________________________________
 BJ4408  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4408  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BJ4408
 BJ4408  HORZ ORDER  -  THIRD
 BJ4408
 BJ4408.The horizontal coordinates were established by classical geodetic methods
 BJ4408.and adjusted by the National Geodetic Survey in January 1993..
 BJ4408
 BJ4408 ** The orthometric height has not been validated since last determined
 BJ4408 ** by differential leveling and should not be used for control purposes.
 BJ4408 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4408 ** area with valid NAVD 88 orthometric heights.
 BJ4408 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4408 ** epoch indicated which incorporates improved geoid heights for the
 BJ4408 ** Southern Louisiana Subsidence area.
 BJ4408 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4408
 BJ4408.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4408
 BJ4408.The geoid height was determined by GEOID03.
 BJ4408
 BJ4408;                    North         East     Units Scale Factor Converg.
 BJ4408;SPC LA S     -   170,710.277 1,061,361.678   MT  0.99992596   +0 19 05.3
 BJ4408;SPC LA S     -   560,071.97  3,482,150.77   sFT  0.99992596   +0 19 05.3
 BJ4408;UTM  15      - 3,325,292.136   722,056.006   MT  1.00020839   +1 09 11.8
 BJ4408
 BJ4408                          SUPERSEDED SURVEY CONTROL
 BJ4408
 BJ4408  NAD 83(1986)-  30 02 18.81202(N)    090 41 49.46779(W) AD(       ) 4
 BJ4408  NAD 27      -  30 02 18.08290(N)    090 41 49.14480(W) AD(       ) 3
 BJ4408
 BJ4408.Superseded values are not recommended for survey control.
 BJ4408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4408.See file dsdata.txt to determine how the superseded data were derived.
 BJ4408
 BJ4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2205625292(NAD 83)
 BJ4408_MARKER: 42 = RADIO/TV MAST
 BJ4408
 BJ4408  HISTORY     - Date     Condition        Report By
 BJ4408  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4408
 BJ4408                          STATION DESCRIPTION
 BJ4408
 BJ4408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4408'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE LUTCHER,
 BJ4408'PONCHARTRAIN LEVEE DISTRICT, KJ 9347 RADIO MAST THAT IS LOCATED
 BJ4408'ABOUT 0.2 MILE NORTH OF STATE HIGHWAY 44 IN THE CITY OF LUTCHER.
 BJ4408'THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 BJ4408'OF RED AND WHITE AND IS 320 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4407 ***********************************************************************
 BJ4407  DESIGNATION -  LUTCHER MUN TANK
 BJ4407  PID         -  BJ4407
 BJ4407  STATE/COUNTY-  LA/ST JAMES
 BJ4407  USGS QUAD   -  LUTCHER (1994)
 BJ4407
 BJ4407                         *CURRENT SURVEY CONTROL
 BJ4407  ___________________________________________________________________
 BJ4407* NAD 83(1992)-  30 02 22.17526(N)    090 41 38.73088(W)     ADJUSTED  
 BJ4407* NAVD 88     -                                                        
 BJ4407  **This station is located in a subsidence area (see below).
 BJ4407  ___________________________________________________________________
 BJ4407  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4407  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BJ4407
 BJ4407  HORZ ORDER  -  THIRD
 BJ4407
 BJ4407.The horizontal coordinates were established by classical geodetic methods
 BJ4407.and adjusted by the National Geodetic Survey in January 1993..
 BJ4407
 BJ4407 ** The orthometric height has not been validated since last determined
 BJ4407 ** by differential leveling and should not be used for control purposes.
 BJ4407 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4407 ** area with valid NAVD 88 orthometric heights.
 BJ4407 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4407 ** epoch indicated which incorporates improved geoid heights for the
 BJ4407 ** Southern Louisiana Subsidence area.
 BJ4407 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4407
 BJ4407.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4407
 BJ4407.The geoid height was determined by GEOID03.
 BJ4407
 BJ4407;                    North         East     Units Scale Factor Converg.
 BJ4407;SPC LA S     -   170,815.967 1,061,648.707   MT  0.99992597   +0 19 10.7
 BJ4407;SPC LA S     -   560,418.72  3,483,092.47   sFT  0.99992597   +0 19 10.7
 BJ4407;UTM  15      - 3,325,402.030   722,341.545   MT  1.00020996   +1 09 17.3
 BJ4407
 BJ4407                          SUPERSEDED SURVEY CONTROL
 BJ4407
 BJ4407  NAD 83(1986)-  30 02 22.19209(N)    090 41 38.73226(W) AD(       ) 4
 BJ4407  NAD 27      -  30 02 21.46352(N)    090 41 38.40832(W) AD(       ) 3
 BJ4407
 BJ4407.Superseded values are not recommended for survey control.
 BJ4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4407.See file dsdata.txt to determine how the superseded data were derived.
 BJ4407
 BJ4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2234225402(NAD 83)
 BJ4407_MARKER: 53 = ELEVATED TANK
 BJ4407
 BJ4407  HISTORY     - Date     Condition        Report By
 BJ4407  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4407
 BJ4407                          STATION DESCRIPTION
 BJ4407
 BJ4407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4407'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE LUTCHER, MUNICIPAL
 BJ4407'WATER TANK THAT IS LOCATED AT THE EAST EDGE OF LUTCHER AND JUST
 BJ4407'NORTH OF STATE HIGHWAY 44.  IT IS SPHERICAL IN SHAPE, SUPPORTED BY
 BJ4407'FOUR TUBULAR STEEL LEGS AND IS PAINTED ALUMINUM IN COLOR WITH
 BJ4407'LUTCHER IN BLACK LETTERING.  THE OVERALL HEIGHT BEING 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0802 ***********************************************************************
 BW0802  DESIGNATION -  LXXI USE
 BW0802  PID         -  BW0802
 BW0802  STATE/COUNTY-  LA/TENSAS
 BW0802  USGS QUAD   -  WATERPROOF (1994)
 BW0802
 BW0802                         *CURRENT SURVEY CONTROL
 BW0802  ___________________________________________________________________
 BW0802* NAD 83(1992)-  31 48 17.13192(N)    091 22 56.94214(W)     ADJUSTED  
 BW0802* NAVD 88     -        20.590  (meters)      67.55   (feet)  ADJUSTED  
 BW0802  ___________________________________________________________________
 BW0802  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BW0802  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0802  DYNAMIC HT  -          20.565 (meters)      67.47  (feet)  COMP
 BW0802  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 BW0802  OBS GRAVITY -     979,468.6   (mgal)                       GRAV_OBS
 BW0802
 BW0802  HORZ ORDER  -  SECOND
 BW0802  VERT ORDER  -  FIRST     CLASS II
 BW0802
 BW0802.The horizontal coordinates were established by classical geodetic methods
 BW0802.and adjusted by the National Geodetic Survey in May 1994..
 BW0802
 BW0802.The orthometric height was determined by differential leveling
 BW0802.and adjusted by the National Geodetic Survey in February 1994..
 BW0802
 BW0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0802
 BW0802.The geoid height was determined by GEOID03.
 BW0802
 BW0802.The dynamic height is computed by dividing the NAVD 88
 BW0802.geopotential number by the normal gravity value computed on the
 BW0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0802.degrees latitude (g = 980.6199 gals.).
 BW0802
 BW0802.The modeled gravity was interpolated from observed gravity values.
 BW0802.The observed gravity was obtained from relative gravimeter ties
 BW0802.to the IGSN71 gravity network.
 BW0802
 BW0802;                    North         East     Units Scale Factor Converg.
 BW0802;SPC LA N     -   145,210.485 1,105,810.063   MT  0.99991667   +0 35 27.0
 BW0802;SPC LA N     -   476,411.40  3,627,978.52   sFT  0.99991667   +0 35 27.0
 BW0802;SPC MS W     -   255,980.442   600,655.445   MT  1.00007167   -0 33 10.7
 BW0802;SPC MS W     -   839,829.17  1,970,650.41   sFT  1.00007167   -0 33 10.7
 BW0802;UTM  15      - 3,519,934.265   653,115.012   MT  0.99988914   +0 51 09.5
 BW0802
 BW0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0802!SPC LA N     -   1.00000087  x   0.99991667  =   0.99991754
 BW0802!SPC MS W     -   1.00000087  x   1.00007167  =   1.00007254
 BW0802!UTM  15      -   1.00000087  x   0.99988914  =   0.99989001
 BW0802
 BW0802                          SUPERSEDED SURVEY CONTROL
 BW0802
 BW0802  NAD 83(1992)-  31 48 17.14289(N)    091 22 56.93652(W) AD(       ) 2
 BW0802  NAD 83(1986)-  31 48 17.14513(N)    091 22 56.93793(W) AD(       ) 2
 BW0802  NAD 27      -  31 48 16.56078(N)    091 22 56.52213(W) AD(       ) 2
 BW0802  NAVD 88 (06/15/91)   20.603  (m)           67.59   (f) UNKNOWN     1 2
 BW0802  NGVD 29 (??/??/??)   20.598  (m)           67.58   (f) ADJUSTED    1 2
 BW0802
 BW0802.Superseded values are not recommended for survey control.
 BW0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0802.See file dsdata.txt to determine how the superseded data were derived.
 BW0802
 BW0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR5311519934(NAD 83)
 BW0802_MARKER: V = STONE MONUMENT
 BW0802_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BW0802_SP_SET: OBJECT DRIVEN INTO GROUND
 BW0802_STAMPING: B.M. 1881
 BW0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0802
 BW0802  HISTORY     - Date     Condition        Report By
 BW0802  HISTORY     - 1929     MONUMENTED       CGS
 BW0802  HISTORY     - 1970     GOOD             LADTD
 BW0802  HISTORY     - 1979     GOOD             NGS
 BW0802
 BW0802                          STATION DESCRIPTION
 BW0802
 BW0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW0802'IN TOWN OF WATERPROOF, 1-1/8 MILES BACK OF RIVER BANK, IN FRONT
 BW0802'YARD OF A.P. MARTIN, WHOSE RESIDENCE IS THE SOUTHERN ONE ON STREET
 BW0802'ALONG BASE OF LEVEE, 0.5 METER (1.6 FEET) IN FRONT OF GALLERY,
 BW0802'5.5 METERS (18 FEET) N OF S CORNER OF GALLERY, AT S END OF STEPS,
 BW0802'AND 36.5 METERS (120 FEET) BACK OF CENTER OF LEVEE, AT POINTS 45
 BW0802'METERS (148 FEET) ABOVE ANGLE AT JUNCTION OF OLD AND NEW LEVEES.
 BW0802'
 BW0802'STATION MARK IS A MARBLE POST 5 INCHES SQUARE ON TOP, ABOUT
 BW0802'2-1/2 FEET LONG, WITH A SQUARE CAVITY IN THE TOP ABOUT 1-1/4
 BW0802'INCHES TO A SIDE, AND ABOUT 1 INCH DEEP.  IT PROJECTS 6 INCHES,
 BW0802'AND BEARS INSCRIPTION U.S.--1881 BM.  STATION WATERPROOF IS
 BW0802'DISTANT 74.51 METERS (244.5 FEET) S 11 DEG 46 MIN W.
 BW0802
 BW0802                          STATION RECOVERY (1970)
 BW0802
 BW0802'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BW0802'0.45 MI S FROM WATERPROOF.
 BW0802'ABOUT 0.40 MILE SOUTH ALONG LOUSIANA HIGHWAY 568 FROM WATERPROOF HIGH
 BW0802'SCHOOL TO THE INTERSECTION OF THIRD STREET WITH A BRANCH OF TENSAS
 BW0802'STATE BANK LOCATED ON THE NORTHEAST CORNER OF INTERSECTION.  THENCE
 BW0802'EAST ALONG THIRD STREET, 0.05 MILE TO THE IDA PRICE RESIDENCE AND THE
 BW0802'MARK.  IT IS 60.0 FEET WEST OF THE CENTERLINE OF A STREET ALONG BASE
 BW0802'OF LEVEE, 100.00 FEET NORTH OF THIRD STREET, 18.0 FEET NORTH OF THE
 BW0802'SOUTHEAST CORNER OF THE RESIDENCE, 2.0 FEET EAST OF THE FRONT GALLERY,
 BW0802'1.5 FEET SOUTH OF THE SOUTH EDGE OF STEPS, 150.0 FEET WEST OF THE
 BW0802'CENTERLINE OF LEVEE.  A MARBLE POST WITH ABOUT 5/8 INCH RECESS IN
 BW0802'CENTER AND PROJECTING 6 INCHES ABOVE GROUND, AND STAMPED B.M. 1881.
 BW0802
 BW0802                          STATION RECOVERY (1979)
 BW0802
 BW0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2364 ***********************************************************************
 BK2364  DESIGNATION -  LYDIA
 BK2364  PID         -  BK2364
 BK2364  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2364  USGS QUAD   -  HATHAWAY (1994)
 BK2364
 BK2364                         *CURRENT SURVEY CONTROL
 BK2364  ___________________________________________________________________
 BK2364* NAD 83(1992)-  30 17 37.70688(N)    092 44 26.01235(W)     ADJUSTED  
 BK2364* NAVD 88     -         9.   **(meters)      30.   **(feet)  SCALED    
 BK2364  **This station is located in a subsidence area (see below).
 BK2364  ___________________________________________________________________
 BK2364  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BK2364  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2364  DYNAMIC HT  -           8.7   (meters)      29.    (feet)  COMP
 BK2364  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 BK2364
 BK2364  HORZ ORDER  -  SECOND
 BK2364
 BK2364.The horizontal coordinates were established by classical geodetic methods
 BK2364.and adjusted by the National Geodetic Survey in January 1993..
 BK2364
 BK2364 ** The orthometric height has not been validated since last determined
 BK2364 ** by differential leveling and should not be used for control purposes.
 BK2364 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2364 ** area with valid NAVD 88 orthometric heights.
 BK2364 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2364 ** epoch indicated which incorporates improved geoid heights for the
 BK2364 ** Southern Louisiana Subsidence area.
 BK2364 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2364.The orthometric height was scaled from a topographic map.
 BK2364
 BK2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2364
 BK2364.The geoid height was determined by GEOID03.
 BK2364
 BK2364.The dynamic height is computed by dividing the NAVD 88
 BK2364.geopotential number by the normal gravity value computed on the
 BK2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2364.degrees latitude (g = 980.6199 gals.).
 BK2364
 BK2364.The modeled gravity was interpolated from observed gravity values.
 BK2364
 BK2364;                    North         East     Units Scale Factor Converg.
 BK2364;SPC LA S     -   199,665.333   864,635.470   MT  0.99993876   -0 42 13.1
 BK2364;SPC LA S     -   655,068.68  2,836,724.87   sFT  0.99993876   -0 42 13.1
 BK2364;UTM  15      - 3,351,370.822   524,948.490   MT  0.99960768   +0 07 51.1
 BK2364
 BK2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2364!SPC LA S     -   1.00000293  x   0.99993876  =   0.99994169
 BK2364!UTM  15      -   1.00000293  x   0.99960768  =   0.99961061
 BK2364
 BK2364|---------------------------------------------------------------------|
 BK2364| PID    Reference Object                     Distance      Geod. Az  |
 BK2364|                                                           dddmmss.s |
 BK2364| BK2363 LYDIA RM 1                           14.395 METERS 18628     |
 BK2364| BK2919 ROANOKE RICE CO OP TANK             APPROX. 6.4 KM 1874222.4 |
 BK2364| BK2365 LYDIA RM 2                           14.872 METERS 35736     |
 BK2364| CW2058 LYDIA AZ MK                                        3573936.0 |
 BK2364|---------------------------------------------------------------------|
 BK2364
 BK2364                          SUPERSEDED SURVEY CONTROL
 BK2364
 BK2364  NAD 83(1986)-  30 17 37.72712(N)    092 44 26.00650(W) AD(       ) 2
 BK2364  NAD 27      -  30 17 36.98880(N)    092 44 25.49233(W) AD(       ) 2
 BK2364  NGVD 29 (07/19/86)    9.7    (m)           32.     (f) VERT ANG       
 BK2364
 BK2364.Superseded values are not recommended for survey control.
 BK2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2364.See file dsdata.txt to determine how the superseded data were derived.
 BK2364
 BK2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2494851371(NAD 83)
 BK2364_MARKER: DB = BENCH MARK DISK
 BK2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2364_SP_SET: CONCRETE POST
 BK2364_STAMPING: LYDIA 1974
 BK2364_MARK LOGO: LADH  
 BK2364_PROJECTION: FLUSH
 BK2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2364+STABILITY: SURFACE MOTION
 BK2364
 BK2364  HISTORY     - Date     Condition        Report By
 BK2364  HISTORY     - 1974     MONUMENTED       LADH
 BK2364  HISTORY     - 1981     GOOD             LADTD
 BK2364  HISTORY     - 19970125 GOOD             USPSQD
 BK2364  HISTORY     - 19981016 GOOD             USPSQD
 BK2364
 BK2364                          STATION DESCRIPTION
 BK2364
 BK2364'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2364'THE STATION IS LOCATED 4 MILES NORTH OF ROANOKE, 4 MILES NORTHEAST
 BK2364'OF WELSH AND 5 MILES NORTHWEST OF JENNINGS, IN THE SOUTHWEST QUARTER
 BK2364'OF SECTION 1, T9S, R4W, AND ON THE PROPERTY OWNED BY MR. GLEN
 BK2364'CARTER, ROANOKE, LA.
 BK2364'
 BK2364'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND STATE
 BK2364'HIGHWAY 395 IN NORTH ROANOKE, GO NORTH ALONG STATE HIGHWAY 395 FOR
 BK2364'3.1 MILES TO THE STATION SET ON THE RIGHT AND EAST OF THE HIGHWAY
 BK2364'NEAR A WOOD FRAME BUILDING PAINTED WHITE.
 BK2364'
 BK2364'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG STATE
 BK2364'HIGHWAY 395 FOR 0.3 MILE TO MARK SET ON THE LEFT AND WEST OF THE
 BK2364'HIGHWAY NEAR A CONCRETE SIDE-DRAIN.
 BK2364'
 BK2364'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2364'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2364'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2364'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2364'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2364'STAMPED LYDIA 1974.  THE MARK IS 79 FEET NORTH OF THE CENTER OF A
 BK2364'SHELL DRIVE, 70 FEET NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE
 BK2364'CULVERT, 45 FEET EAST OF THE CENTER OF STATE HIGHWAY 395, 37 FEET
 BK2364'NORTH OF A 20 INCH OAK TREE AND 37 FEET NORTH-NORTHEAST OF A METAL
 BK2364'WITNESS POST AND SIGN.
 BK2364'
 BK2364'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2364'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2364'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2364'STAMPED LYDIA RM 1 1974.  IT IS 141 FEET WEST-SOUTHWEST OF THE
 BK2364'SOUTHWEST CORNER OF A WOOD FRAME BUILDING, 39 FEET EAST OF THE
 BK2364'CENTER OF STATE HIGHWAY 395, 31 FEET NORTH OF THE CENTER OF A SHELL
 BK2364'DRIVE, 23.5 FEET NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT,
 BK2364'AND 10 FEET SOUTH-SOUTHWEST OF A 20 INCH OAK TREE.
 BK2364'
 BK2364'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2364'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2364'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2364'STAMPED LYDIA RM 2 1974.  IT IS 140.5 FEET WEST-NORTHWEST OF THE
 BK2364'NORTHWEST CORNER OF A WOOD FRAME BUILDING, 128 FEET NORTH OF THE
 BK2364'CENTER OF A SHELL DRIVE, 43.5 FEET EAST OF THE CENTER OF STATE
 BK2364'HIGHWAY 395, 7 FEET NORTH-NORTHEAST OF AN 8 INCH PINE TREE AND 2.5
 BK2364'FEET EAST OF A FENCE.
 BK2364'
 BK2364'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2364'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2364'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2364'STAMPED LYDIA AZ. MK. 1974.  IT IS 38 FEET WEST OF THE CENTER OF
 BK2364'STATE HIGHWAY 395, 14 FEET SOUTH OF THE CENTER OF A FIELD
 BK2364'ROAD, 9 FEET WEST OF THE SOUTH END OF A CONCRETE DOUBLE PIPE
 BK2364'SIDE-DRAIN, 4 FEET EAST OF A FENCE, AND 2 FEET SOUTH OF A METAL
 BK2364'WITNESS POST AND SIGN.
 BK2364'
 BK2364'NEAREST TOWN--ROANOKE.
 BK2364
 BK2364                          STATION RECOVERY (1981)
 BK2364
 BK2364'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK2364'6.8 KM (4.2 MI) NORTH FROM ROANOKE.
 BK2364'ABOUT 7.3 KM (4.6 MI) NORTH ALONG STATE HIGHWAY 395 FROM THE
 BK2364'INTERSECTION OF US HIGHWAY 90 AND STATE HIGHWAY 395 NEAR THE ROANOKE
 BK2364'WELSH JUNIOR HIGH SCHOOL IN ROANOKE TO THE MARK ON THE RIGHT IN FRONT
 BK2364'OF A WHITE TWO STORY FRAME HOUSE, 24.1 METERS (79 FT) NORTH OF THE
 BK2364'CENTER A SHELL DRIVE TO THE TWO STORY FRAME HOUSE, 21.3 METERS (70 FT)
 BK2364'NORTH NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT UNDER THE DRIVE
 BK2364', 13.7 METERS (45 FT) EAST OF THE CENTER OF STATE HIGHWAY 395, 11.3
 BK2364'METERS (37 FT) NORTH OF A 20 INCH OAK TREE.
 BK2364'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 395.
 BK2364
 BK2364                          STATION RECOVERY (1997)
 BK2364
 BK2364'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2364'RECOVERED IN GOOD CONDITION.
 BK2364
 BK2364                          STATION RECOVERY (1998)
 BK2364
 BK2364'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3009 ***********************************************************************
 CQ3009  DESIGNATION -  LYLES
 CQ3009  PID         -  CQ3009
 CQ3009  STATE/COUNTY-  LA/BIENVILLE
 CQ3009  USGS QUAD   -  GIBSLAND (1986)
 CQ3009
 CQ3009                         *CURRENT SURVEY CONTROL
 CQ3009  ___________________________________________________________________
 CQ3009* NAD 83(1992)-  32 30 37.86165(N)    093 02 59.94366(W)     ADJUSTED  
 CQ3009* NAVD 88     -       102.6    (meters)     337.     (feet)  VERTCON   
 CQ3009  ___________________________________________________________________
 CQ3009  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CQ3009  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ3009
 CQ3009  HORZ ORDER  -  SECOND
 CQ3009
 CQ3009.The horizontal coordinates were established by classical geodetic methods
 CQ3009.and adjusted by the National Geodetic Survey in January 1993..
 CQ3009
 CQ3009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3009
 CQ3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3009
 CQ3009.The geoid height was determined by GEOID03.
 CQ3009
 CQ3009;                    North         East     Units Scale Factor Converg.
 CQ3009;SPC LA N     -   223,051.800   948,322.138   MT  0.99996812   -0 17 26.8
 CQ3009;SPC LA N     -   731,795.78  3,111,286.88   sFT  0.99996812   -0 17 26.8
 CQ3009;UTM  15      - 3,597,026.051   495,305.058   MT  0.99960027   -0 01 36.7
 CQ3009
 CQ3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3009!SPC LA N     -   0.99998792  x   0.99996812  =   0.99995604
 CQ3009!UTM  15      -   0.99998792  x   0.99960027  =   0.99958820
 CQ3009
 CQ3009:                Primary Azimuth Mark                     Grid Az
 CQ3009:SPC LA N     -  LYLES AZ MK                              002 17 49.8
 CQ3009:UTM  15      -  LYLES AZ MK                              002 01 59.7
 CQ3009
 CQ3009|---------------------------------------------------------------------|
 CQ3009| PID    Reference Object                     Distance      Geod. Az  |
 CQ3009|                                                           dddmmss.s |
 CQ3009| CX6698 LYLES AZ MK                                        0020023.0 |
 CQ3009| CQ3008 LYLES RM 1                            8.283 METERS 00744     |
 CQ3009| CX6700 LYLES RM 2                           15.896 METERS 27741     |
 CQ3009|---------------------------------------------------------------------|
 CQ3009
 CQ3009                          SUPERSEDED SURVEY CONTROL
 CQ3009
 CQ3009  NAD 83(1986)-  32 30 37.87461(N)    093 02 59.93444(W) AD(       ) 2
 CQ3009  NAD 27      -  32 30 37.32306(N)    093 02 59.35093(W) AD(       ) 2
 CQ3009  NGVD 29 (07/19/86)  102.7    (m)          337.     (f) VERT ANG       
 CQ3009
 CQ3009.Superseded values are not recommended for survey control.
 CQ3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3009.See file dsdata.txt to determine how the superseded data were derived.
 CQ3009
 CQ3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9530597026(NAD 83)
 CQ3009_MARKER: DD = SURVEY DISK
 CQ3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3009
 CQ3009  HISTORY     - Date     Condition        Report By
 CQ3009  HISTORY     - 1971     MONUMENTED       LADTD
 CQ3009
 CQ3009                          STATION DESCRIPTION
 CQ3009
 CQ3009'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ3009'THE STATION IS LOCATED 2 MILES SOUTH OF GIBSLAND, 8 MILES
 CQ3009'SOUTHWEST OF ARCADIA AND 6 MILES NORTHWEST OF BRICE STATION, IN
 CQ3009'THE SOUTHEAST 1/4 OF SECTION 26, T18N, R7W, AND ON THE PROPERTY
 CQ3009'OWNED BY MRS. LORENE LYLES, ADDRESS ROUTE 2, GIBSLAND, LOUISIANA,
 CQ3009'TELEPHONE 843-6941.
 CQ3009'
 CQ3009'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CQ3009'AND STATE HIGHWAY 154 IN GIBSLAND, DRIVE SOUTH ALONG STATE HIGHWAY
 CQ3009'154 FOR 1.7 MILES TO ITS INTERSECTION WITH STATE HIGHWAY 795,
 CQ3009'CONTINUE SOUTH ALONG STATE HIGHWAY 154 FOR 0.2 MILE TO THE STATION
 CQ3009'WHICH IS SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR A FENCE
 CQ3009'CORNER.
 CQ3009'
 CQ3009'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CQ3009'STATE HIGHWAY 154 FOR 0.5 MILE.  THE MARK IS SET ON THE RIGHT
 CQ3009'AND EAST OF THE HIGHWAY NEAR A POWER POLE AND A FENCE.
 CQ3009'
 CQ3009'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3009'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3009'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3009'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ3009'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ3009'SURFACE.  THEY ARE STAMPED LYLES 1971.  THE MARK IS 60 FEET WEST
 CQ3009'OF THE CENTER OF STATE HIGHWAY 154, 45 FEET SOUTH-SOUTHEAST OF
 CQ3009'AN 18 INCH CEDAR TREE, 20 FEET WEST-SOUTHWEST OF A FENCE
 CQ3009'CORNER, 25 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 CQ3009'SIGN, 10 FEET NORTH OF THE CENTER OF A DRIVE LEADING TO THE
 CQ3009'LYLES RESIDENCE, AND 2.5 FEET SOUTH OF A FENCE.
 CQ3009'
 CQ3009'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3009'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3009'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3009'GROUND.  IT IS STAMPED LYLES R.M. 1 1971.  IT IS 55 FEET WEST OF
 CQ3009'THE CENTER OF STATE HIGHWAY 154, 29 FEET NORTHWEST OF A FENCE
 CQ3009'CORNER, 24 FEET NORTH OF A EAST-WEST FENCE, 24 FEET SOUTHEAST OF
 CQ3009'AN 18 INCH CEDAR TREE, AND 17 FEET WEST OF A NORTH-SOUTH FENCE.
 CQ3009'
 CQ3009'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3009'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3009'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3009'GROUND.  IT IS STAMPED LYLES R.M. 2 1971.  IT IS 71 FEET WEST OF
 CQ3009'A FENCE CORNER, 51 FEET NORTH OF A 14 INCH CHINA BERRY TREE, 37
 CQ3009'FEET EAST-NORTHEAST OF THE NORTH END OF A METAL GATE, 23 FEET
 CQ3009'SOUTHWEST OF AN 18 INCH CEDAR TREE, AND 3 FEET NORTH OF A
 CQ3009'FENCE.
 CQ3009'
 CQ3009'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3009'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3009'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3009'GROUND.  IT IS STAMPED LYLES AZ. MK. 1971.  IT IS 66 FEET
 CQ3009'SOUTHEAST OF A POWER POLE, 31 FEET EAST OF THE CENTER OF STATE
 CQ3009'HIGHWAY 154, 17 FEET WEST OF A NORTH-SOUTH FENCE, 2.5 FEET
 CQ3009'SOUTH-SOUTHEAST OF A TELEPHONE POLE, AND 2 FEET SOUTH OF A
 CQ3009'METAL WITNESS POST AND SIGN.
 CQ3009'
 CQ3009'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4289 ***********************************************************************
 BJ4289  DESIGNATION -  LYNCH
 BJ4289  PID         -  BJ4289
 BJ4289  STATE/COUNTY-  LA/JEFFERSON
 BJ4289  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4289
 BJ4289                         *CURRENT SURVEY CONTROL
 BJ4289  ___________________________________________________________________
 BJ4289* NAD 83(1992)-  30 00 42.02340(N)    090 09 15.04907(W)     ADJUSTED  
 BJ4289* NAVD 88     -        35.5  **(meters)     116.   **(feet)  VERTCON   
 BJ4289  **This station is located in a subsidence area (see below).
 BJ4289  ___________________________________________________________________
 BJ4289  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BJ4289  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BJ4289
 BJ4289  HORZ ORDER  -  FIRST
 BJ4289
 BJ4289.The horizontal coordinates were established by classical geodetic methods
 BJ4289.and adjusted by the National Geodetic Survey in January 1993..
 BJ4289
 BJ4289 ** The orthometric height has not been validated since last determined
 BJ4289 ** by differential leveling and should not be used for control purposes.
 BJ4289 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4289 ** area with valid NAVD 88 orthometric heights.
 BJ4289 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4289 ** epoch indicated which incorporates improved geoid heights for the
 BJ4289 ** Southern Louisiana Subsidence area.
 BJ4289 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4289
 BJ4289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4289
 BJ4289.The geoid height was determined by GEOID03.
 BJ4289
 BJ4289;                    North         East     Units Scale Factor Converg.
 BJ4289;SPC LA S     -   168,145.575 1,113,748.320   MT  0.99992576   +0 35 22.5
 BJ4289;SPC LA S     -   551,657.61  3,654,022.61   sFT  0.99992576   +0 35 22.5
 BJ4289;UTM  15      - 3,323,490.307   774,497.397   MT  1.00052974   +1 25 27.5
 BJ4289
 BJ4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4289!SPC LA S     -   0.99999854  x   0.99992576  =   0.99992430
 BJ4289!UTM  15      -   0.99999854  x   1.00052974  =   1.00052828
 BJ4289
 BJ4289:                Primary Azimuth Mark                     Grid Az
 BJ4289:SPC LA S     -  NEW ORLEANS RAD KKD 758 TOWER            067 18 42.1
 BJ4289:UTM  15      -  NEW ORLEANS RAD KKD 758 TOWER            066 28 37.1
 BJ4289
 BJ4289|---------------------------------------------------------------------|
 BJ4289| PID    Reference Object                     Distance      Geod. Az  |
 BJ4289|                                                           dddmmss.s |
 BJ4289| BJ4246 NEW ORLEANS RAD KKD 758 TOWER       APPROX. 4.2 KM 0675404.6 |
 BJ4289| BJ4277 BIENVILLE                           APPROX. 8.4 KM 0804021.6 |
 BJ4289| BJ4278 NEW ORLEANS ST FRANCIS CABR CH      APPROX. 7.6 KM 0880256.5 |
 BJ4289| AU2653 NEW ORLEANS RAD KKC 590 TOWER       APPROX. 3.8 KM 1111934.2 |
 BJ4289| CW2059 LYNCH RP 1                            6.872 METERS 11340     |
 BJ4289| AU2732 NEW ORLEANS TV STA WYES TOWER       APPROX. 5.4 KM 1180451.5 |
 BJ4289| AU2790 METAIRIE L AND A RR MICROWAVE       APPROX. 5.0 KM 1514500.7 |
 BJ4289| AU2784 METAIRIE EAST WATER TANK            APPROX. 1.7 KM 1931129.8 |
 BJ4289| CW2060 LYNCH RP 2                            6.581 METERS 24921     |
 BJ4289| BJ4286 METAIRIE WEST WATER TANK            APPROX. 6.5 KM 2632018.5 |
 BJ4289| BJ4290 VORTAC LAKE PONTCHARTRAIN MSY       APPROX. 2.7 KM 3192013.0 |
 BJ4289|---------------------------------------------------------------------|
 BJ4289
 BJ4289                          SUPERSEDED SURVEY CONTROL
 BJ4289
 BJ4289  NAD 83(1986)-  30 00 42.03861(N)    090 09 15.04751(W) AD(       ) 1
 BJ4289  NAD 27      -  30 00 41.30947(N)    090 09 14.78063(W) AD(       ) 1
 BJ4289  NGVD 29 (07/19/86)   35.6    (m)          117.     (f) VERT ANG       
 BJ4289
 BJ4289.Superseded values are not recommended for survey control.
 BJ4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4289.See file dsdata.txt to determine how the superseded data were derived.
 BJ4289
 BJ4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7449723490(NAD 83)
 BJ4289_MARKER: DS = TRIANGULATION STATION DISK
 BJ4289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4289
 BJ4289  HISTORY     - Date     Condition        Report By
 BJ4289  HISTORY     - 1972     MONUMENTED       NGS
 BJ4289  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 BJ4289
 BJ4289                          STATION DESCRIPTION
 BJ4289
 BJ4289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4289'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF DOWNTOWN NEW ORLEANS,
 BJ4289'1 MILE SOUTH OF LAKE PONTCHARTRAIN, IN SECTION 46, T 12 S, R 23 E,
 BJ4289'JUST EAST OF NORTH CAUSEWAY BOULEVARD, METAIRIE, LOUISIANA 70002.
 BJ4289'THE STATION IS ON THE ROOF OF THE BUILDING LOCALLY KNOWN AS THE AAA
 BJ4289'BUILDING AT 3445 NORTH CAUSEWAY BOULEVARD.  PERMISSION WAS
 BJ4289'GRANTED THROUGH MR. EDWARD LYNCH AT THE AAA BUILDING, ROOM 613
 BJ4289'PHONE NUMBER 834-2921.
 BJ4289'
 BJ4289'TO REACH THE STATION SITE FROM VETERANS HIGHWAY AND NORTH CAUSEWAY
 BJ4289'BOULEVARD, IN METAIRIE, GO NORTH FOLLOWING NORTH CAUSEWAY BOULEVARD,
 BJ4289'FOR 0.5 MILE TO 3445 BUILDING ON THE RIGHT AND STATION AS
 BJ4289'DESCRIBED.
 BJ4289'
 BJ4289'STATION MARK, A STANDARD DISK STAMPED LYNCH 1972, IS SET IN THE TOP
 BJ4289'OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BJ4289'ROOF TOP.  IT IS 15 FEET SOUTH OF THE ENGINE ROOM WALL AND 10 FEET
 BJ4289'NORTH OF THE SOUTH EDGE OF ROOF.
 BJ4289'
 BJ4289'REFERENCE POINT 1, A PUNCH HOLE INSIDE OF A TRIANGLE AND STAMPED
 BJ4289'RM NO 1 IN THE TOP END OF A LARGE I BEAM AT THE SOUTH END OF THE
 BJ4289'BUILDING.
 BJ4289'
 BJ4289'REFERENCE POINT 2, A PUNCH HOLE INSIDE OF A TRIANGLE AND STAMPED
 BJ4289'RM NO 2 IN THE TOP END OF A LARGE I BEAM AT THE SOUTH END OF THE
 BJ4289'BUILDING.
 BJ4289'
 BJ4289'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 BJ4289
 BJ4289                          STATION RECOVERY (1995)
 BJ4289
 BJ4289'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1909 ***********************************************************************
 CP1909  DESIGNATION -  LYNCH CAP
 CP1909  PID         -  CP1909
 CP1909  STATE/COUNTY-  LA/FRANKLIN
 CP1909  USGS QUAD   -  WINNSBORO (1983)
 CP1909
 CP1909                         *CURRENT SURVEY CONTROL
 CP1909  ___________________________________________________________________
 CP1909* NAD 83(1986)-  32 08 55.     (N)    091 38 14.     (W)     SCALED    
 CP1909* NAVD 88     -        24.41   (+/-2cm)      80.1    (feet)  VERTCON   
 CP1909  ___________________________________________________________________
 CP1909  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1909
 CP1909  VERT ORDER  -  ? (See Below)
 CP1909
 CP1909.The horizontal coordinates were scaled from a topographic map and have
 CP1909.an estimated accuracy of +/- 6 seconds.
 CP1909
 CP1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1909.The vertical order pertains to the NGVD 29 superseded value.
 CP1909
 CP1909.The geoid height was determined by GEOID03.
 CP1909
 CP1909;                    North         East    Units  Estimated Accuracy
 CP1909;SPC LA N     -   183,110.    1,081,390.      MT  (+/- 180 meters Scaled)
 CP1909
 CP1909                          SUPERSEDED SURVEY CONTROL
 CP1909
 CP1909  NGVD 29 (??/??/92)   24.424  (m)           80.13   (f) ADJ UNCH    ?  
 CP1909
 CP1909.Superseded values are not recommended for survey control.
 CP1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1909.See file dsdata.txt to determine how the superseded data were derived.
 CP1909
 CP1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR285577(NAD 83)
 CP1909_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1909_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1909_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1909
 CP1909  HISTORY     - Date     Condition        Report By
 CP1909  HISTORY     - UNK      MONUMENTED       DOD
 CP1909  HISTORY     - 1966     MARK NOT FOUND   NGS
 CP1909
 CP1909                          STATION DESCRIPTION
 CP1909
 CP1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1909'4.75 MI E FROM WINNSBORO.
 CP1909'4-3/4 MILES EAST ALONG STATE HIGHWAY 48 FROM WINNSBORO.  3-1/2 MILES E
 CP1909'OF THE JUNCTION OF STATE HIGHWAY 16 IN SEC. 34, T. 14 N., R. 8 E.,
 CP1909'OPPOSITE THE WYE FORMED BY THE JUNCTION OF A GRAVEL ROAD.  200 FT. E.
 CP1909'OF A CONCRETE CULVERT.  153 FT. W OF THE SE POST OF THE H.L. LILE
 CP1909'STORE AND SERVICE STATION, AT A FENCE CORNER OF THE MINNIE LYNCH
 CP1909'PROPERTY, 74 FT. E OF A 36-INCH WHITE OAK TREE.  40 FEET S OF THE
 CP1909'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2433 ***********************************************************************
 BK2433  DESIGNATION -  LYON
 BK2433  PID         -  BK2433
 BK2433  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2433  USGS QUAD   -  WELSH SOUTH (1985)
 BK2433
 BK2433                         *CURRENT SURVEY CONTROL
 BK2433  ___________________________________________________________________
 BK2433* NAD 83(1992)-  30 14 37.94505(N)    092 49 33.80878(W)     ADJUSTED  
 BK2433* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK2433  **This station is located in a subsidence area (see below).
 BK2433  ___________________________________________________________________
 BK2433  X           -    -271,895.445 (meters)                     COMP
 BK2433  Y           -  -5,507,964.119 (meters)                     COMP
 BK2433  Z           -   3,193,746.582 (meters)                     COMP
 BK2433  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BK2433  ELLIP HEIGHT-         -21.58  (meters)          (06/26/02) GPS OBS
 BK2433  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2433  DYNAMIC HT  -           5.9   (meters)      19.    (feet)  COMP
 BK2433  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 BK2433
 BK2433  HORZ ORDER  -  THIRD
 BK2433  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK2433  ELLP ORDER  -  FOURTH    CLASS II
 BK2433
 BK2433.This mark is at Welsh Airport (6R1)
 BK2433
 BK2433.The horizontal coordinates were established by GPS observations
 BK2433.and adjusted by the National Geodetic Survey in January 1993..
 BK2433
 BK2433 ** The orthometric height has not been validated since last determined
 BK2433 ** by differential leveling and should not be used for control purposes.
 BK2433 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2433 ** area with valid NAVD 88 orthometric heights.
 BK2433 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2433 ** epoch indicated which incorporates improved geoid heights for the
 BK2433 ** Southern Louisiana Subsidence area.
 BK2433 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2433.The orthometric height was scaled from a topographic map.
 BK2433.The vertical order pertains to the first NAVD 88 superseded value.
 BK2433
 BK2433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2433
 BK2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2433
 BK2433.The ellipsoidal height was determined by GPS observations
 BK2433.and is referenced to NAD 83.
 BK2433
 BK2433.The geoid height was determined by GEOID03.
 BK2433
 BK2433.The dynamic height is computed by dividing the NAVD 88
 BK2433.geopotential number by the normal gravity value computed on the
 BK2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2433.degrees latitude (g = 980.6199 gals.).
 BK2433
 BK2433.The modeled gravity was interpolated from observed gravity values.
 BK2433
 BK2433;                    North         East     Units Scale Factor Converg.
 BK2433;SPC LA S     -   194,234.707   856,339.456   MT  0.99993470   -0 44 47.0
 BK2433;SPC LA S     -   637,251.70  2,809,507.03   sFT  0.99993470   -0 44 47.0
 BK2433;UTM  15      - 3,345,821.823   516,735.146   MT  0.99960346   +0 05 15.4
 BK2433
 BK2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2433!SPC LA S     -   1.00000339  x   0.99993470  =   0.99993809
 BK2433!UTM  15      -   1.00000339  x   0.99960346  =   0.99960685
 BK2433
 BK2433                          SUPERSEDED SURVEY CONTROL
 BK2433
 BK2433  ELLIP H (01/21/93)  -21.49   (m)                       GP(       ) 4 2
 BK2433  NAD 83(1986)-  30 14 37.96573(N)    092 49 33.80332(W) AD(       ) 3
 BK2433  NAD 27      -  30 14 37.22040(N)    092 49 33.27873(W) AD(       ) 3
 BK2433  NAVD 88 (06/15/91)    5.887  (m)           19.31   (f) UNKNOWN     1 2
 BK2433  NGVD 29 (05/20/88)    5.86   (m)           19.2    (f) LEVELING    3  
 BK2433
 BK2433.Superseded values are not recommended for survey control.
 BK2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2433.See file dsdata.txt to determine how the superseded data were derived.
 BK2433
 BK2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1673545822(NAD 83)
 BK2433_MARKER: DS = TRIANGULATION STATION DISK
 BK2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2433_SP_SET: CONCRETE POST
 BK2433_STAMPING: LYON 1986
 BK2433_MARK LOGO: NGS   
 BK2433_PROJECTION: FLUSH
 BK2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2433+STABILITY: SURFACE MOTION
 BK2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2433+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1987
 BK2433
 BK2433  HISTORY     - Date     Condition        Report By
 BK2433  HISTORY     - 1986     MONUMENTED       LADTD
 BK2433  HISTORY     - 1986     GOOD             NGS
 BK2433  HISTORY     - 19870217 GOOD
 BK2433  HISTORY     - 19870722 GOOD
 BK2433
 BK2433                          STATION DESCRIPTION
 BK2433
 BK2433'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK2433'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI)
 BK2433'NORTHWEST OF WELSH AND ON THE WELSH AIRPORT ABOUT 324 FEET NORTH OF
 BK2433'THE NORTHWEST CORNER OF A METAL AIRPORT BUILDING.
 BK2433'OWNERSHIP--CITY OF WELSH, FOR ENTRANCE ONTO THE AIRPORT
 BK2433'CONTACT MR. EMERY LYON, PHONE 318-734-2594.
 BK2433'
 BK2433'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2433'STATE HIGHWAY 99, AT THE NORTH EDGE OF WELSH, GO SOUTH ON HIGHWAY
 BK2433'99 FOR 0.4 KM (0.25 MI)TO ROWSON STREET, THEN RIGHT, WEST ON ROWSON
 BK2433'STREET FOR 0.4 KM (0.25 MI) TO THE JUNCTION WITH KENNEDY STREET, AT
 BK2433'THE NORTH ENTRANCE OF THE AIRPORT AND THE OFFICE BUILDING AND
 BK2433'HANGARS ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT LEADING NORTH.
 BK2433'PASS NORTH OF THE LARGE HANGAR, ON GRAVEL ROAD, LEADING TO RUNWAY
 BK2433'24, GO FOR 0.1 KM (0.05 MI), THEN BEAR RIGHT, GO NORTHEAST ACROSS
 BK2433'GRASSY AREA FOR 0.1 KM (0.05 MI) TO A 4 BY 8 FEET CONCRETE SLAB,
 BK2433'PROJECTING 18 INCHES AND STATION, ALSO WEST OF A DEEP DITCH
 BK2433'PARALLELING NORTH-SOUTH ACCESS ROAD.
 BK2433'
 BK2433'THE STATION IS A STANDARD NGS DISK
 BK2433'STAMPED---LYON 1986---,
 BK2433'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2433'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK2433'13.4 METERS (44 FT) WEST FROM THE CENTER OF A GRAVEL ROAD,
 BK2433'3.2 METERS (10.5 FT) NORTHWEST FROM A WITNESS POST AND
 BK2433'2.7 METERS (9 FT) WEST FROM THE WEST EDGE OF A LARGE CONCRETE
 BK2433'FOOTING.
 BK2433'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK2433'STAMPED---LYON 1986---,
 BK2433'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK2433'
 BK2433'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 BK2433
 BK2433                          STATION RECOVERY (1986)
 BK2433
 BK2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2433'IN WELSH.
 BK2433'IN WELSH, NEAR THE NORTHEAST END OF THE RUNWAY AT THE WELSH AIRPORT,
 BK2433'ON THE WEST SIDE OF AN ABANDONED CONCRETE FOUNDATION MEASURING 4.51
 BK2433'METERS (14.8 FT) BY 2.13 METERS (7.0 FT), 14.63 METERS (48.0 FT) WEST
 BK2433'OF THE CENTER OF A GRAVEL ROAD LEADING TO A DUMP, 22.40 METERS (73.5
 BK2433'FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF THE RUNWAY, 2.74 METERS
 BK2433'(9.0 FT) WEST OF THE WEST FACE OF THE ABANDONED CONCRETE FOUNDATION.
 BK2433'THE MARK IS 3.15 METERS  NW FROM  A WITNESS POST
 BK2433'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 BK2433
 BK2433                          STATION RECOVERY (1987)
 BK2433
 BK2433'RECOVERED 1987
 BK2433'RECOVERED IN GOOD CONDITION.
 BK2433
 BK2433                          STATION RECOVERY (1987)
 BK2433
 BK2433'RECOVERED 1987
 BK2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2432 ***********************************************************************
 BK2432  DESIGNATION -  LYON AZ MK
 BK2432  PID         -  BK2432
 BK2432  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2432  USGS QUAD   -  WELSH SOUTH (1985)
 BK2432
 BK2432                         *CURRENT SURVEY CONTROL
 BK2432  ___________________________________________________________________
 BK2432* NAD 83(1992)-  30 14 28.22727(N)    092 50 08.10530(W)     ADJUSTED  
 BK2432* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BK2432  **This station is located in a subsidence area (see below).
 BK2432  ___________________________________________________________________
 BK2432  X           -    -272,818.700 (meters)                     COMP
 BK2432  Y           -  -5,508,068.753 (meters)                     COMP
 BK2432  Z           -   3,193,487.708 (meters)                     COMP
 BK2432  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BK2432  ELLIP HEIGHT-         -22.29  (meters)          (01/02/04) GPS OBS
 BK2432  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2432  DYNAMIC HT  -           5.2   (meters)      17.    (feet)  COMP
 BK2432  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 BK2432
 BK2432  HORZ ORDER  -  THIRD
 BK2432  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK2432  ELLP ORDER  -  FOURTH    CLASS II
 BK2432
 BK2432.This mark is at Welsh Airport (6R1)
 BK2432
 BK2432.The horizontal coordinates were established by GPS observations
 BK2432.and adjusted by the National Geodetic Survey in January 1993..
 BK2432
 BK2432 ** The orthometric height has not been validated since last determined
 BK2432 ** by differential leveling and should not be used for control purposes.
 BK2432 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2432 ** area with valid NAVD 88 orthometric heights.
 BK2432 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2432 ** epoch indicated which incorporates improved geoid heights for the
 BK2432 ** Southern Louisiana Subsidence area.
 BK2432 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2432.The orthometric height was scaled from a topographic map.
 BK2432.The vertical order pertains to the first NAVD 88 superseded value.
 BK2432
 BK2432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2432
 BK2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2432
 BK2432.The ellipsoidal height was determined by GPS observations
 BK2432.and is referenced to NAD 83.
 BK2432
 BK2432.The geoid height was determined by GEOID03.
 BK2432
 BK2432.The dynamic height is computed by dividing the NAVD 88
 BK2432.geopotential number by the normal gravity value computed on the
 BK2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2432.degrees latitude (g = 980.6199 gals.).
 BK2432
 BK2432.The modeled gravity was interpolated from observed gravity values.
 BK2432
 BK2432;                    North         East     Units Scale Factor Converg.
 BK2432;SPC LA S     -   193,947.490   855,418.721   MT  0.99993450   -0 45 04.1
 BK2432;SPC LA S     -   636,309.39  2,806,486.25   sFT  0.99993450   -0 45 04.1
 BK2432;UTM  15      - 3,345,521.334   515,818.992   MT  0.99960309   +0 04 58.1
 BK2432
 BK2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2432!SPC LA S     -   1.00000350  x   0.99993450  =   0.99993800
 BK2432!UTM  15      -   1.00000350  x   0.99960309  =   0.99960659
 BK2432
 BK2432                          SUPERSEDED SURVEY CONTROL
 BK2432
 BK2432  ELLIP H (01/21/93)  -22.20   (m)                       GP(       ) 4 2
 BK2432  NAD 83(1986)-  30 14 28.24795(N)    092 50 08.09982(W) AD(       ) 3
 BK2432  NAD 27      -  30 14 27.50221(N)    092 50 07.57421(W) AD(       ) 3
 BK2432  NAVD 88 (06/15/91)    5.168  (m)           16.96   (f) UNKNOWN     1 2
 BK2432  NGVD 29 (11/20/87)    5.2    (m)           17.     (f) GPS OBS        
 BK2432
 BK2432.Superseded values are not recommended for survey control.
 BK2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2432.See file dsdata.txt to determine how the superseded data were derived.
 BK2432
 BK2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1581945521(NAD 83)
 BK2432_MARKER: DZ = AZIMUTH MARK DISK
 BK2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2432_SP_SET: CONCRETE POST
 BK2432_STAMPING: LYON 1986
 BK2432_MARK LOGO: NGS   
 BK2432_PROJECTION: FLUSH
 BK2432_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2432+STABILITY: SURFACE MOTION
 BK2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2432+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1987
 BK2432
 BK2432  HISTORY     - Date     Condition        Report By
 BK2432  HISTORY     - 1986     MONUMENTED       LADTD
 BK2432  HISTORY     - 1986     GOOD             NGS
 BK2432  HISTORY     - 19870217 GOOD
 BK2432
 BK2432                          STATION DESCRIPTION
 BK2432
 BK2432'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK2432'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI)
 BK2432'NORTHWEST OF WELSH AND ON THE WELSH AIRPORT NEAR THE WEST END OF
 BK2432'THE RUNWAY.
 BK2432'OWNERSHIP--CITY OF WELSH, FOR ENTRANCE TO THE AIRFIELD, CONTACT MR.
 BK2432'EMERY LYON, WELSH, LA. 70591, PHONE 318-734-2594.
 BK2432'
 BK2432'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2432'STATE HIGHWAY 99 AT THE NORTH EDGE OF WELSH, GO SOUTH ON HIGHWAY 99
 BK2432'FOR 0.4 KM (0.25 MI) TO ROWSON STREET.  TURN RIGHT, WEST, ON ROWSON
 BK2432'STREET AND GO 0.4 KM (0.25 MI) TO THE JUNCTION WITH KENNEDY STREET,
 BK2432'AT THE NORTH ENTANCE OF THE AIRPORT, WITH THE OFFICE BUILDING AND
 BK2432'HANGARS ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT LEADING NORTH.
 BK2432'CONTINUE STRAIGHT AHEAD AND WEST ONTO THE AIRPORT GROUNDS TO THE
 BK2432'EAST END OF THE RUNWAY, THEN WEST ON THE RUNWAY FOR 0.8 KM (0.5 MI)
 BK2432'TO THE WEST END OF THE RUNWAY AND THE STATION ON THE LEFT.
 BK2432'
 BK2432'THE STATION IS A STANDARD NGS DISK
 BK2432'STAMPED---LYON 1986---,
 BK2432'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2432'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK2432'53.3 METERS (175 FT) EAST FROM THE EAST END OF A CULVERT UNDER
 BK2432'APPROACH TO FIELD,
 BK2432'39.3 METERS (129 FT) SOUTHEAST FROM A RUNWAY LIGHT ALONG SOUTH SIDE
 BK2432'OF RUNWAY,
 BK2432'17.2 METERS (56.5 FT) SOUTH FROM THE CENTER OF THE RUNWAY AT THE
 BK2432'WEST EDGE,
 BK2432'15.8 METERS (52 FT) WEST FROM THE CENTER OF A DIRT ROAD AT THE WEST
 BK2432'END OF RUNWAY,
 BK2432'13.4 METERS (44 FT) SOUTHWEST FROM A RUNWAY LIGHT ALONG SOUTH SIDE
 BK2432'OF RUNWAY AND
 BK2432'0.3 METER (1.0 FT) EAST FROM A WITNESS POST.
 BK2432'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK2432'STAMPED---LYON 1986---,
 BK2432'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK2432'
 BK2432'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 BK2432
 BK2432                          STATION RECOVERY (1986)
 BK2432
 BK2432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2432'IN WELSH.
 BK2432'IN WELSH, AT THE JUNCTION OF MILLARD AND FIFTH STREETS, AT THE
 BK2432'SOUTHWEST CORNER OF THE RUNWAY AT THE WELSH AIRPORT, 15.54 METERS
 BK2432'(51.0 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING TO A DUMP,
 BK2432'13.32 METERS (43.7 FT) SOUTH-SOUTHEAST OF A RUNWAY LIGHT AT THE
 BK2432'SOUTHWEST END OF THE RUNWAY, 10.82 METERS (35.5 FT) NORTH-NORTHWEST OF
 BK2432'THE CENTER OF A DITCH, 10.06 METERS (33.0 FT) SOUTH-SOUTHEAST OF THE
 BK2432'SOUTHWEST CORNER OF THE RUNWAY.
 BK2432'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 BK2432
 BK2432                          STATION RECOVERY (1987)
 BK2432
 BK2432'RECOVERED 1987
 BK2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2723 ***********************************************************************
 BK2723  DESIGNATION -  LYONS
 BK2723  PID         -  BK2723
 BK2723  STATE/COUNTY-  LA/ACADIA
 BK2723  USGS QUAD   -  MIRE (1983)
 BK2723
 BK2723                         *CURRENT SURVEY CONTROL
 BK2723  ___________________________________________________________________
 BK2723* NAD 83(1992)-  30 19 23.32513(N)    092 10 16.25995(W)     ADJUSTED  
 BK2723* NAVD 88     -        10.8  **(meters)      35.   **(feet)  VERTCON   
 BK2723  **This station is located in a subsidence area (see below).
 BK2723  ___________________________________________________________________
 BK2723  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK2723  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2723
 BK2723  HORZ ORDER  -  SECOND
 BK2723
 BK2723.The horizontal coordinates were established by classical geodetic methods
 BK2723.and adjusted by the National Geodetic Survey in January 1993..
 BK2723
 BK2723 ** The orthometric height has not been validated since last determined
 BK2723 ** by differential leveling and should not be used for control purposes.
 BK2723 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2723 ** area with valid NAVD 88 orthometric heights.
 BK2723 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2723 ** epoch indicated which incorporates improved geoid heights for the
 BK2723 ** Southern Louisiana Subsidence area.
 BK2723 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2723
 BK2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2723
 BK2723.The geoid height was determined by GEOID03.
 BK2723
 BK2723;                    North         East     Units Scale Factor Converg.
 BK2723;SPC LA S     -   202,380.897   919,427.601   MT  0.99994150   -0 25 08.2
 BK2723;SPC LA S     -   663,977.99  3,016,488.72   sFT  0.99994150   -0 25 08.2
 BK2723;UTM  15      - 3,354,884.387   579,678.567   MT  0.99967832   +0 25 06.5
 BK2723
 BK2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2723!SPC LA S     -   1.00000261  x   0.99994150  =   0.99994411
 BK2723!UTM  15      -   1.00000261  x   0.99967832  =   0.99968093
 BK2723
 BK2723|---------------------------------------------------------------------|
 BK2723| PID    Reference Object                     Distance      Geod. Az  |
 BK2723|                                                           dddmmss.s |
 BK2723| CW2064 LYONS RM 3                           26.549 METERS 00046     |
 BK2723| CW2062 LYONS RM 1                           27.596 METERS 09644     |
 BK2723| CW2061 LYONS AZ MK                                        2361820.7 |
 BK2723| CW2063 LYONS RM 2                           26.627 METERS 34720     |
 BK2723|---------------------------------------------------------------------|
 BK2723
 BK2723                          SUPERSEDED SURVEY CONTROL
 BK2723
 BK2723  NAD 83(1986)-  30 19 23.34459(N)    092 10 16.25440(W) AD(       ) 2
 BK2723  NAD 27      -  30 19 22.62242(N)    092 10 15.80462(W) AD(       ) 2
 BK2723  NGVD 29 (07/19/86)   10.8    (m)           35.     (f) VERT ANG       
 BK2723
 BK2723.Superseded values are not recommended for survey control.
 BK2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2723.See file dsdata.txt to determine how the superseded data were derived.
 BK2723
 BK2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7967954884(NAD 83)
 BK2723_MARKER: DS = TRIANGULATION STATION DISK
 BK2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2723+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 BK2723
 BK2723  HISTORY     - Date     Condition        Report By
 BK2723  HISTORY     - 1969     MONUMENTED       CGS
 BK2723  HISTORY     - 1975     GOOD             NGS
 BK2723  HISTORY     - 19970604 GOOD             USPSQD
 BK2723  HISTORY     - 20060418 GOOD             JCLS
 BK2723
 BK2723                          STATION DESCRIPTION
 BK2723
 BK2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2723'THE STATION IS LOCATED ABOUT 7-1/4 MILES WEST OF CARENCRO, 6-3/4
 BK2723'MILES NORTH OF DUSON, 5-3/4 MILES SOUTH-SOUTHEAST OF CHURCH POINT AND
 BK2723'ON LAND OWNED BY MR. OFFUTT LYONS.
 BK2723'
 BK2723'TO REACH THE STATION FROM THE CAUTION LIGHT AND JUNCTION STATE
 BK2723'HIGHWAY 182 AND GLORIA SWITCH ROAD 1.3 MILE SOUTH OF CARENCRO, GO
 BK2723'WEST ON GLORIA SWITCH ROAD FOR 4.15 MILE TO A CROSSROAD
 BK2723'(JUNCTION STATE HIGHWAY 98 AND 93).  CONTINUE AHEAD WEST ON
 BK2723'STATE HIGHWAY 98 FOR 1.6 MILE TO A GRAVELED SIDE ROAD RIGHT (STATE
 BK2723'HIGHWAY 365), CONTINUE WEST ON MAIN ROAD FOR 1.85 MILE TO THE
 BK2723'CAUTION LIGHT IN MIRE (JUNCTION STATE HIGHWAY 98 AND 95).  TURN
 BK2723'RIGHT AND GO NORTH ON STATE HIGHWAY 95 FOR 1.35 MILE TO A GRAVELED
 BK2723'SIDE ROAD RIGHT (JUNCTION STATE HIGHWAY 95 AND 1098).  TURN RIGHT AND
 BK2723'GO EAST ON GRAVELED ROAD (STATE HIGHWAY 1098) FOR 0.95 MILE TO THE
 BK2723'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON GRAVELED ROAD FOR 0.25
 BK2723'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVELED
 BK2723'ROAD FOR 0.15 MILE TO THE STATION MARK ON THE RIGHT.
 BK2723'
 BK2723'THE STATION MARK IS A STANDARD DISK, STAMPED LYONS 1969, SET IN THE
 BK2723'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BK2723'THE SURFACE OF THE GROUND.  IT IS 43 FEET SOUTH OF THE CENTER OF A
 BK2723'GRAVELED DRIVEWAY, 40 FEET EAST OF THE CENTER OF A GRAVELED
 BK2723'ROAD (STATE HIGHWAY 1098) AND 23 FEET NORTHEAST OF A FENCE
 BK2723'CORNER T-JUNCTION.
 BK2723'
 BK2723'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LYONS NO 1 1969, SET IN
 BK2723'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BK2723'WITH THE SURFACE OF THE GROUND.  IT IS 130 FEET EAST OF THE CENTER
 BK2723'OF STATE HIGHWAY 1098, 61 FEET SOUTH OF THE CENTER OF A GRAVELED
 BK2723'DRIVEWAY AND 1 FOOT NORTH OF A FENCE.
 BK2723'
 BK2723'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LYONS NO 2 1969, SET IN
 BK2723'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BK2723'WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET NORTH OF THE CENTER
 BK2723'OF THE DRIVEWAY, 22 FEET EAST OF THE CENTER OF STATE HIGHWAY 1098
 BK2723'AND 1 FOOT EAST OF A FENCE.
 BK2723'
 BK2723'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LYONS 1969, SET IN THE
 BK2723'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BK2723'INCHES.  IT IS 20 FEET NORTH OF THE CENTER OF GRAVELED ROAD (STATE
 BK2723'HIGHWAY 1098), 13 FEET EAST OF A T-JUNCTION FENCE CORNER, 1.7 FOOT
 BK2723'WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 1/2 FOOT
 BK2723'SOUTH OF A FENCE.
 BK2723'
 BK2723'HEIGHT OF LIGHT ABOVE STATION MARK 30.42 METERS.
 BK2723
 BK2723                          STATION RECOVERY (1975)
 BK2723
 BK2723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BK2723'THE STATION WAS VISITED 4-14-75 AND ALL MARKS WERE FOUND IN GOOD
 BK2723'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE REQUESTED
 BK2723'MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.  REFERENCE MARK NO. 2
 BK2723'WAS DESTROYED AND THE DISK RECLAIMED AFTER REFERENCE MARK WAS
 BK2723'ESTABLISHED.  THE ANGLE BETWEEN REFERENCE MARK NO. 1 AND NO. 2
 BK2723'FAILED TO CHECK BY 3 MINUTES, THE DISTANCES CHECKED SATISFACTORLY.
 BK2723'THE AZIMUTH MARK WAS OBSTRUCTED BY A RECENTLY SET POWER POLE
 BK2723'ABOUT 150 FEET FROM THE STATION, THE MARK WAS DESTROYED AT THIS
 BK2723'DATE AND A NEW ONE WAS NOT ESTABLISHED AT THIS DATE.  A NEW
 BK2723'DESCRIPTION FOLLOWS--
 BK2723'
 BK2723'THE STATION IS LOCATED ABOUT 7.25 MILES WEST OF CARENCRO, ABOUT 7
 BK2723'MILES NORTH OF DUSON AND ABOUT 5.5 MILES SOUTH-SOUTHEAST OF CHURCH
 BK2723'POINT, AND 1.25 MILES NORTHEAST OF THE COMMUNITY OF MIRE, ON
 BK2723'PROPERTY OWNED BY MRS OFFUTH LYONS.  IT IS 39 FEET EAST OF THE
 BK2723'CENTERLINE OF STATE HIGHWAY 1098, 37 FEET SOUTH OF THE SOUTH END
 BK2723'OF A CATTLE GAURD, 43.5 FEET SOUTH OF THE CENTER OF A DRIVEWAY TO
 BK2723'MRS LYONS HOUSE, 12.5 FEET NORTH OF A T FENCE CORNER, 112.5 FEET
 BK2723'SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF MRS LYONS
 BK2723'HOUSE, 2 FEET WEST OF A FENCE LINE AND 1 FOOT SOUTHEAST OF A
 BK2723'METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK
 BK2723'STAMPED LYONS 1969, FLUSH WITH THE GROUND.
 BK2723'
 BK2723'REFERENCE MARK NO. 1 IS 90.53 FEET EAST OF THE STATION.  IT IS 88
 BK2723'FEET EAST OF A T FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, 129 FEET
 BK2723'EAST OF THE CENTER OF STATE HIGHWAY 1098, 125 FEET SOUTH OF THE
 BK2723'PROJECTED PLANE OF THE SOUTH WALL OF MRS LYONS HOUSE AND 1
 BK2723'FOOT EAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK
 BK2723'STAMPED LYONS NO 1 1969, FLUSH WITH THE GROUND.
 BK2723'
 BK2723'REFERENCE MARK NO. 3 IS 87.11 FEET NORTH OF THE STATION.  IT IS 40
 BK2723'FEET EAST OF THE CENTER OF STATE HIGHWAY 1098, 37 FEET NORTH OF THE
 BK2723'NORTH END OF A CATTLE GUARD, 43.5 FEET NORTH OF THE CENTER OF THE
 BK2723'DRIVEWAY TO MRS LYONS HOUSE, 25.5 FEET SOUTH OF THE PROJECTED
 BK2723'PLANE OF THE SOUTH WALL OF MRS LYONS HOUSE, 1 FOOT WEST OF A FENCE
 BK2723'LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 BK2723'MARK DISK STAMPED LYONS 1969 NO 3 1975, FLUSH WITH THE GROUND.
 BK2723'
 BK2723'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 98 AND 95
 BK2723'IN MIRE, GO NORTH ON STATE HIGHWAY 95 FOR 1.35 MILE TO ITS JUNCTION
 BK2723'WITH STATE HIGHWAY 1098.  TURN RIGHT AND GO 1.15 MILE, TURN LEFT
 BK2723'AND GO NORTH FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 BK2723'
 BK2723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILE NE OF
 BK2723'MIRE.
 BK2723
 BK2723                          STATION RECOVERY (1997)
 BK2723
 BK2723'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2723'RECOVERED IN GOOD CONDITION.
 BK2723
 BK2723                          STATION RECOVERY (2006)
 BK2723
 BK2723'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (RMJ)
 BK2723'MARK WAS RECOVERED IN GOOD CONDITION. CATTLE GUARD, FENCES AND LYONS
 BK2723'HOUSE HAVE BEEN REMOVED. THE MARK IS LOCATED 39 FEET EAST OF THE
 BK2723'CENTERLINE OF STATE HWY 1098 AND 43.5 FEET SOUTH OF THE CENTER OF A
 BK2723'DRIVEWAY AND IS APPROXIMATELY 0.1 FEET BELOW THE GROUND SURFACE. NO
 BK2723'WITNESS POST EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2803 ***********************************************************************
 CQ2803  DESIGNATION -  LYONS RESET
 CQ2803  PID         -  CQ2803
 CQ2803  STATE/COUNTY-  LA/JACKSON
 CQ2803  USGS QUAD   -  WOMACK (1989)
 CQ2803
 CQ2803                         *CURRENT SURVEY CONTROL
 CQ2803  ___________________________________________________________________
 CQ2803* NAD 83(1992)-  32 09 36.84676(N)    092 27 16.75056(W)     ADJUSTED  
 CQ2803* NAVD 88     -        84.3    (meters)     277.     (feet)  VERTCON   
 CQ2803  ___________________________________________________________________
 CQ2803  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CQ2803  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ2803
 CQ2803  HORZ ORDER  -  FIRST
 CQ2803
 CQ2803.The horizontal coordinates were established by classical geodetic methods
 CQ2803.and adjusted by the National Geodetic Survey in January 1993..
 CQ2803
 CQ2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2803
 CQ2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2803
 CQ2803.The geoid height was determined by GEOID03.
 CQ2803
 CQ2803;                    North         East     Units Scale Factor Converg.
 CQ2803;SPC LA N     -   184,080.078 1,004,277.191   MT  0.99992366   +0 01 26.3
 CQ2803;SPC LA N     -   603,936.06  3,294,866.08   sFT  0.99992366   +0 01 26.3
 CQ2803;UTM  15      - 3,558,327.045   551,421.500   MT  0.99963261   +0 17 25.0
 CQ2803
 CQ2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2803!SPC LA N     -   0.99999078  x   0.99992366  =   0.99991444
 CQ2803!UTM  15      -   0.99999078  x   0.99963261  =   0.99962339
 CQ2803
 CQ2803:                Primary Azimuth Mark                     Grid Az
 CQ2803:SPC LA N     -  HOODS MILL LOT                           034 52 01.2
 CQ2803:UTM  15      -  HOODS MILL LOT                           034 36 02.5
 CQ2803
 CQ2803|---------------------------------------------------------------------|
 CQ2803| PID    Reference Object                     Distance      Geod. Az  |
 CQ2803|                                                           dddmmss.s |
 CQ2803| CQ2804 HOODS MILL LOT                      APPROX.10.2 KM 0345327.5 |
 CQ2803| CY4949 LYONS RM 5                           32.592 METERS 05154     |
 CQ2803| CY4946 LYONS RM 2                           32.795 METERS 05222     |
 CQ2803| CQ2801 SIKES LOOKOUT TOWER                 APPROX. 9.5 KM 1695640.0 |
 CQ2803| CY4947 LYONS RM 3                           97.170 METERS 19441     |
 CQ2803| CY4948 LYONS RM 4                           36.104 METERS 34654     |
 CQ2803| CY4945 LYONS RM 1                           36.115 METERS 34721     |
 CQ2803| CQ3449 CHATHAM RESET                       APPROX.13.0 KM 3535313.8 |
 CQ2803|---------------------------------------------------------------------|
 CQ2803
 CQ2803                          SUPERSEDED SURVEY CONTROL
 CQ2803
 CQ2803  NAD 83(1986)-  32 09 36.86069(N)    092 27 16.74145(W) AD(       ) 1
 CQ2803  NAD 27      -  32 09 36.29434(N)    092 27 16.21941(W) AD(       ) 1
 CQ2803  NGVD 29 (07/19/86)   84.3    (m)          277.     (f) VERT ANG       
 CQ2803
 CQ2803.Superseded values are not recommended for survey control.
 CQ2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2803.See file dsdata.txt to determine how the superseded data were derived.
 CQ2803
 CQ2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5142258327(NAD 83)
 CQ2803_MARKER: DS = TRIANGULATION STATION DISK
 CQ2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2803
 CQ2803  HISTORY     - Date     Condition        Report By
 CQ2803  HISTORY     - 1934     MONUMENTED       CGS
 CQ2803  HISTORY     - 1971     SEE DESCRIPTION  NGS
 CQ2803
 CQ2803                          STATION DESCRIPTION
 CQ2803
 CQ2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 CQ2803'STATION IS LOCATED ABOUT 6 MILES NE OF SIKES, AND 10 MILES S
 CQ2803'OF CHATHAM, IN THE SE 1/4 SEC. 27, T 14 N, R 1 W.
 CQ2803'
 CQ2803'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2803'DISKS SET IN CONCRETE.
 CQ2803'
 CQ2803'REFERENCE MARK NO. 1 IS NW OF STATION 36.115 METERS (118.49
 CQ2803'FEET).
 CQ2803'
 CQ2803'REFERENCE MARK NO. 2 IS NE OF STATION 32.795 METERS (107.59
 CQ2803'FEET).
 CQ2803'
 CQ2803'REFERENCE MARK NO. 3 IS S OF THE STATION 318.80 FEET.  REFERENCE
 CQ2803'MARK NO. 3 COULD NOT BE MEASURED MORE ACCURATELY ON ACCOUNT
 CQ2803'OF TREE STUMPS AND UNDERBRUSH.
 CQ2803'
 CQ2803'THERE IS NO AZIMUTH MARK AT THIS STATION AS NO SUITABLE PLACE
 CQ2803'COULD BE FOUND.
 CQ2803'
 CQ2803'REACHED FROM JONESBORO BY GOING SE ON STATE HIGHWAY 165 FOR
 CQ2803'11.8 MILES TO JUNCTION WITH STATE HIGHWAY 164.  TURN N ON
 CQ2803'STATE HIGHWAY 164 AND GO 1.55 MILES TO C.C.C. ROAD LEADING
 CQ2803'E.  FOLLOW THIS ROAD E 2.6 MILES TO LYONS SIDING, CONTINUE ON
 CQ2803'THIS ROAD E FOR 0.7 MILE TO FORKS AT FARMHOUSE, TAKE LEFT
 CQ2803'FORK AND GO N 0.45 MILE AND TURN SHARPLY TO RIGHT ON ANOTHER
 CQ2803'C.C.C. ROAD.  GO SE ON THIS ROAD FOR 1.2 MILES TO DIM TRAIL
 CQ2803'N THROUGH WOODS LEADING N.  GO N ON THIS ROAD ABOUT 400 YARDS
 CQ2803'TO STATION.  MARK IS IN SMALL CLEARING AT TOP OF HILL.
 CQ2803'
 CQ2803'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CQ2803
 CQ2803                          STATION RECOVERY (1971)
 CQ2803
 CQ2803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2803'STATION SURFACE MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CQ2803'BUT HAD BEEN HIT AND WERE OUT OF POSITION.  REFERENCE MARK NUMBER
 CQ2803'3 WAS SEARCHED FOR BUT COULD NOT BE FOUND.  SURFACE STATION MARK
 CQ2803'AND REFERENCE MARKS NUMBER 1 AND 2 HAVE NOW BEEN DESTROYED AND
 CQ2803'NEW MARKS ESTABLISHED.
 CQ2803'
 CQ2803'A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS ABOUT 11-1/2
 CQ2803'MILES NORTHWEST OF COTTON PLANT, 9-1/2 MILES SOUTH OF CHATHAM AND
 CQ2803'5-1/2 MILES NORTH-NORTHEAST OF SIKES.  IT IS ON A LOW RIDGE
 CQ2803'THAT EXTENDS NORTH AND SOUTH THAT IS IN THE SOUTHEAST 1/4 SECTION
 CQ2803'OF 27, T 14 N, R 1 W, ON LAND OWNED BY THE OLINKRAFT, INC. WHOS
 CQ2803'ADDRESS IS MR. A.B. SMITH, FORESTERY MANAGER, POST OFFICE BOX
 CQ2803'488, WEST MONROE, LOUISIANA 71291.
 CQ2803'
 CQ2803'TO REACH THE STATION FROM THE POST OFFICE IN CHATHAM, GO SOUTH
 CQ2803'ON STATE HIGHWAY 34 FOR 8.7 MILES TO A SIDE ROAD.  TURN LEFT AND
 CQ2803'GO SOUTHEAST ON GRAVELED AND DIRT ROAD FOR 1.95 MILES TO
 CQ2803'RAILROAD CROSSING, CONTINUE SOUTHEAST FOR 1.1 MILES TO A Y FORK,
 CQ2803'TAKE THE LEFT FORK FOR 0.95 MILE TO A CEMETERY ON THE RIGHT,
 CQ2803'CONTINUE SOUTHERLY ON MAIN TRAVELED ROAD FOR 0.25 MILE TO A
 CQ2803'LOGGING ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.05 MILE
 CQ2803'TO A Y FORK, TAKE THE LEFT FORK AND GO NORTHERLY FOR 0.1 MILE
 CQ2803'TO THE STATION AT THE TOP OF KNOLL, AS DESCRIBED.
 CQ2803'
 CQ2803'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS SET IN
 CQ2803'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 CQ2803'FLUSH WITH THE GROUND SURFACE, THE DISK IS STAMPED LYONS 1934
 CQ2803'1971.  IT IS 50.5 FEET EAST-NORTHEAST OF A 10 INCH PINE TREE, 40
 CQ2803'FEET NORTHWEST OF A 10 INCH PINE TREE, 36 FEET WEST OF THE
 CQ2803'APPROXIMATE CENTER OF LOGGING ROAD AND 26 FEET SOUTHWEST OF AN
 CQ2803'8 INCH PINE TREE.
 CQ2803'
 CQ2803'REFERENCE MARK 4, A STANDARD DISK STAMPED LYONS NO 4 1934 1971,
 CQ2803'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2803'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 58
 CQ2803'FEET SOUTH-SOUTHWEST OF AN 8 INCH PINE TREE, 22.5 FEET
 CQ2803'NORTH-NORTHEAST OF A 12 INCH PINE TREE AND 2.2 FEET SOUTHWEST OF
 CQ2803'A METAL WITNESS POST WITH SIGN ATTACHED.
 CQ2803'
 CQ2803'REFERENCE MARK 5, A STANDARD DISK STAMPED LYONS NO 5 1934 1971,
 CQ2803'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2803'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 13.5 FEET
 CQ2803'WEST OF A 6 INCH PINE TREE AND 1.8 FEET SOUTH-SOUTHEAST OF A
 CQ2803'METAL WITNESS POST WITH SIGN ATTACHED.
 CQ2803'
 CQ2803'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 CQ2803'
 CQ2803'HEIGHT OF LIGHT ABOVE STATION MARK 99.87 FEET.
 CQ2803'
 CQ2803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2803'5-1/2 MILES NORTH-NORTHEAST OF SIKES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1719 ***********************************************************************
 BK1719  DESIGNATION -  M
 BK1719  PID         -  BK1719
 BK1719  STATE/COUNTY-  LA/CALCASIEU
 BK1719  USGS QUAD   -  VINTON (1994)
 BK1719
 BK1719                         *CURRENT SURVEY CONTROL
 BK1719  ___________________________________________________________________
 BK1719* NAD 83(1986)-  30 11 27.     (N)    093 34 53.     (W)     SCALED    
 BK1719* NAVD 88     -         5.578  (meters)      18.30   (feet)  ADJUSTED  
 BK1719  ___________________________________________________________________
 BK1719  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1719  DYNAMIC HT  -           5.571 (meters)      18.28  (feet)  COMP
 BK1719  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 BK1719
 BK1719  VERT ORDER  -  FIRST     CLASS I
 BK1719
 BK1719.The horizontal coordinates were scaled from a topographic map and have
 BK1719.an estimated accuracy of +/- 6 seconds.
 BK1719
 BK1719.The orthometric height was determined by differential leveling
 BK1719.and adjusted by the National Geodetic Survey in June 1991..
 BK1719
 BK1719.The geoid height was determined by GEOID03.
 BK1719
 BK1719.The dynamic height is computed by dividing the NAVD 88
 BK1719.geopotential number by the normal gravity value computed on the
 BK1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1719.degrees latitude (g = 980.6199 gals.).
 BK1719
 BK1719.The modeled gravity was interpolated from observed gravity values.
 BK1719
 BK1719;                    North         East    Units  Estimated Accuracy
 BK1719;SPC LA S     -   189,540.      783,540.      MT  (+/- 180 meters Scaled)
 BK1719
 BK1719                          SUPERSEDED SURVEY CONTROL
 BK1719
 BK1719  NGVD 29 (??/??/??)    5.537  (m)           18.17   (f) ADJUSTED    1 1
 BK1719
 BK1719.Superseded values are not recommended for survey control.
 BK1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1719.See file dsdata.txt to determine how the superseded data were derived.
 BK1719
 BK1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP440400(NAD 83)
 BK1719_MARKER: DB = BENCH MARK DISK
 BK1719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1719_SP_SET: BUILDING
 BK1719_STAMPING: M 1918 19.062
 BK1719_MARK LOGO: CGS   
 BK1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1719
 BK1719  HISTORY     - Date     Condition        Report By
 BK1719  HISTORY     - 1918     MONUMENTED       CGS
 BK1719  HISTORY     - 1972     GOOD             NGS
 BK1719  HISTORY     - 1981     GOOD             NGS
 BK1719  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1719  HISTORY     - 1988     GOOD             USPSQD
 BK1719  HISTORY     - 1988     GOOD             USPSQD
 BK1719  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK1719  HISTORY     - 20030103 MARK NOT FOUND   USPSQD
 BK1719  HISTORY     - 20050801 MARK NOT FOUND   USPSQD
 BK1719
 BK1719                          STATION DESCRIPTION
 BK1719
 BK1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1719'0.1 MI N FROM VINTON.
 BK1719'ABOUT 0.1 MILE NORTH ALONG HORRIDAGE STREET FROM THE POST OFFICE AT
 BK1719'VINTON, AND 0.1 MILE SOUTH OF THE MUNICIPAL BUILDING, 122 FEET SOUTH
 BK1719'OF THE CENTER LINE OF U.S. HIGHWAY 90, 40 FEET EAST OF THE CENTER LINE
 BK1719'OF HORRIDAGE STREET, 1.5 FEET SOUTH OF THE NORTHWEST CORNER, SET
 BK1719'VERTICALLY IN THE WEST FACE OF THE CALCASIEU MARINE NATIONAL BANK, AND
 BK1719'2.9 FEET ABOVE THE SIDEWALK.  SEC 15, T 10 S, R 12 W.
 BK1719
 BK1719                          STATION RECOVERY (1981)
 BK1719
 BK1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1719'IN VINTON AT THE JUNCTION OF U.S. HIGHWAY 90 AND HORRIDAGE STREET
 BK1719'DIRECTLY ACROSS HIGHWAY 90 FROM THE CITY MUNICIPAL BUILDING, 0.2
 BK1719'KILOMETER (0.1 MILE) NORTH OF THE POST OFFICE, SET VERTICALLY IN THE
 BK1719'WEST FACE AND NEAR THE NORTHWEST CORNER OF AN ABANDONED BUILDING (AT
 BK1719'ONE TIME THE CALCASIEU MARINE BANK), 12.19 METERS (40.0 FEET) EAST OF
 BK1719'THE CENTERLINE OF HORRIDAGE STREET, 0.45 METER (1.5 FEET) SOUTH OF THE
 BK1719'NORTHWEST CORNER OF THE BUILDING.
 BK1719'THE MARK IS 0.9 M ABOVE SIDEWALK.
 BK1719
 BK1719                          STATION RECOVERY (1986)
 BK1719
 BK1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1719'SEARCHED FOR BUT NOT RECOVERED.  MARK MAY BE COVERED OVER.
 BK1719
 BK1719                          STATION RECOVERY (1988)
 BK1719
 BK1719'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1719'RECOVERED IN GOOD CONDITION.
 BK1719
 BK1719                          STATION RECOVERY (1988)
 BK1719
 BK1719'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1719'RECOVERED IN GOOD CONDITION.
 BK1719
 BK1719                          STATION RECOVERY (1996)
 BK1719
 BK1719'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1719'MARK NOT FOUND.
 BK1719
 BK1719                          STATION RECOVERY (2003)
 BK1719
 BK1719'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BK1719'MARK NOT FOUND.
 BK1719
 BK1719                          STATION RECOVERY (2005)
 BK1719
 BK1719'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK1719'THE ABANDONED BUILDING(FORMER CALCASIEU MARINE BANK) WAS DEMOLISHED
 BK1719'YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3202 ***********************************************************************
 BK3202  DESIGNATION -  M 10
 BK3202  PID         -  BK3202
 BK3202  STATE/COUNTY-  LA/CALCASIEU
 BK3202  USGS QUAD   -  CAMERON FARMS (1975)
 BK3202
 BK3202                         *CURRENT SURVEY CONTROL
 BK3202  ___________________________________________________________________
 BK3202* NAD 83(1992)-  30 03 34.69897(N)    093 31 22.27231(W)     ADJUSTED  
 BK3202* NAVD 88     -         1.25   (+/-2cm)       4.1  **(feet)  VERTCON   
 BK3202  **This station is located in a subsidence area (see below).
 BK3202  ___________________________________________________________________
 BK3202  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3202  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3202
 BK3202  HORZ ORDER  -  THIRD
 BK3202  VERT ORDER  -  THIRD ? (See Below)
 BK3202
 BK3202.The horizontal coordinates were established by classical geodetic methods
 BK3202.and adjusted by the National Geodetic Survey in January 1993..
 BK3202
 BK3202 ** The orthometric height has not been validated since last determined
 BK3202 ** by differential leveling and should not be used for control purposes.
 BK3202 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3202 ** area with valid NAVD 88 orthometric heights.
 BK3202 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3202 ** epoch indicated which incorporates improved geoid heights for the
 BK3202 ** Southern Louisiana Subsidence area.
 BK3202 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3202.The vertical order pertains to the NGVD 29 superseded value.
 BK3202
 BK3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3202
 BK3202.The geoid height was determined by GEOID03.
 BK3202
 BK3202;                    North         East     Units Scale Factor Converg.
 BK3202;SPC LA S     -   174,893.948   788,896.198   MT  0.99992627   -1 05 41.2
 BK3202;SPC LA S     -   573,797.89  2,588,236.94   sFT  0.99992627   -1 05 41.2
 BK3202;UTM  15      - 3,325,509.009   449,601.827   MT  0.99963134   -0 15 42.9
 BK3202
 BK3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3202!SPC LA S     -   1.00000410  x   0.99992627  =   0.99993037
 BK3202!UTM  15      -   1.00000410  x   0.99963134  =   0.99963544
 BK3202
 BK3202                          SUPERSEDED SURVEY CONTROL
 BK3202
 BK3202  NAD 83(1986)-  30 03 34.72337(N)    093 31 22.26114(W) AD(       ) 3
 BK3202  NAD 27      -  30 03 33.96700(N)    093 31 21.68400(W) AD(       ) 3
 BK3202  NGVD 29 (07/19/86)    1.21   (m)            4.0    (f) LEVELING    3  
 BK3202
 BK3202.Superseded values are not recommended for survey control.
 BK3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3202.See file dsdata.txt to determine how the superseded data were derived.
 BK3202
 BK3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4960225509(NAD 83)
 BK3202_MARKER: I = METAL ROD
 BK3202_SETTING: 0 = UNSPECIFIED SETTING
 BK3202
 BK3202  HISTORY     - Date     Condition        Report By
 BK3202  HISTORY     - 1934     MONUMENTED       USE
 BK3202  HISTORY     - 1947     MARK NOT FOUND   CGS
 BK3202
 BK3202                          STATION DESCRIPTION
 BK3202
 BK3202'DESCRIBED BY US ENGINEERS 1934 (JCB)
 BK3202'STATION IS ON THE N BANK OF THE CALCASIEU PARISH NAVIGATION
 BK3202'CHANNEL (INTRACOASTAL CANAL BETWEEN SABINE AND CALCASIEU
 BK3202'RIVERS) AT GUM COVE FERRY.  IT IS 2.5 METERS N OF THE N BANK
 BK3202'OF THE SHIP CHANNEL AND 47.2 METERS W OF THE CENTER LINE OF
 BK3202'THE SHELL HIGHWAY.
 BK3202'
 BK3202'STATION IS MARKED BY A 1-INCH GALVANIZED-IRON PIPE SET IN
 BK3202'CONCRETE, PROTRUDING 1 FOOT ABOVE THE GROUND.
 BK3202'
 BK3202'THIS STATION WAS NOT OCCUPIED.
 BK3202'
 BK3202'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 BK3202
 BK3202                          STATION RECOVERY (1947)
 BK3202
 BK3202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3202'STATION IS LOST DUE TO WIDENING OF CANAL AND WIDENING OF
 BK3202'FERRY SLIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2006 ***********************************************************************
 BX2006  DESIGNATION -  M 100
 BX2006  PID         -  BX2006
 BX2006  STATE/COUNTY-  LA/VERNON
 BX2006  USGS QUAD   -  NEW LLANO (1994)
 BX2006
 BX2006                         *CURRENT SURVEY CONTROL
 BX2006  ___________________________________________________________________
 BX2006* NAD 83(1986)-  31 02 27.     (N)    093 16 25.     (W)     SCALED    
 BX2006* NAVD 88     -        66.16   (+/-2cm)     217.1    (feet)  VERTCON   
 BX2006  ___________________________________________________________________
 BX2006  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX2006
 BX2006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2006
 BX2006.The horizontal coordinates were scaled from a topographic map and have
 BX2006.an estimated accuracy of +/- 6 seconds.
 BX2006
 BX2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2006.The vertical order pertains to the NGVD 29 superseded value.
 BX2006
 BX2006.The geoid height was determined by GEOID03.
 BX2006
 BX2006;                    North         East    Units  Estimated Accuracy
 BX2006;SPC LA N     -    60,230.      926,150.      MT  (+/- 180 meters Scaled)
 BX2006
 BX2006                          SUPERSEDED SURVEY CONTROL
 BX2006
 BX2006  NGVD 29 (??/??/??)   66.287  (m)          217.48   (f) ADJUSTED    2 0
 BX2006
 BX2006.Superseded values are not recommended for survey control.
 BX2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2006.See file dsdata.txt to determine how the superseded data were derived.
 BX2006
 BX2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ738341(NAD 83)
 BX2006_MARKER: DB = BENCH MARK DISK
 BX2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2006_STAMPING: M 100 1938
 BX2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2006+STABILITY: SURFACE MOTION
 BX2006
 BX2006  HISTORY     - Date     Condition        Report By
 BX2006  HISTORY     - 1938     MONUMENTED       CGS
 BX2006  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2006
 BX2006                          STATION DESCRIPTION
 BX2006
 BX2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2006'6.8 MI S FROM LEESVILLE.
 BX2006'6.8 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2006'STATION AT LEESVILLE, VERNON PARISH, 0.2 MILE SOUTH OF MILEPOST 675,
 BX2006'450 FEET NORTH OF A ROAD CROSSING, AT THE SOUTH END OF A SHORT DEEP
 BX2006'CUT, AND 25 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED M
 BX2006'100 1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX2006
 BX2006                          STATION RECOVERY (2001)
 BX2006
 BX2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2006'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0019 ***********************************************************************
 CQ0019  DESIGNATION -  M 104 RESET
 CQ0019  PID         -  CQ0019
 CQ0019  STATE/COUNTY-  LA/OUACHITA
 CQ0019  USGS QUAD   -  MONROE NORTH (1994)
 CQ0019
 CQ0019                         *CURRENT SURVEY CONTROL
 CQ0019  ___________________________________________________________________
 CQ0019* NAD 83(1986)-  32 30 04.     (N)    092 05 52.     (W)     SCALED    
 CQ0019* NAVD 88     -        21.843  (meters)      71.66   (feet)  ADJUSTED  
 CQ0019  ___________________________________________________________________
 CQ0019  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0019  DYNAMIC HT  -          21.818 (meters)      71.58  (feet)  COMP
 CQ0019  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CQ0019
 CQ0019  VERT ORDER  -  FIRST     CLASS I
 CQ0019
 CQ0019.The horizontal coordinates were scaled from a topographic map and have
 CQ0019.an estimated accuracy of +/- 6 seconds.
 CQ0019
 CQ0019.The orthometric height was determined by differential leveling
 CQ0019.and adjusted by the National Geodetic Survey in June 1991..
 CQ0019
 CQ0019.The geoid height was determined by GEOID03.
 CQ0019
 CQ0019.The dynamic height is computed by dividing the NAVD 88
 CQ0019.geopotential number by the normal gravity value computed on the
 CQ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0019.degrees latitude (g = 980.6199 gals.).
 CQ0019
 CQ0019.The modeled gravity was interpolated from observed gravity values.
 CQ0019
 CQ0019;                    North         East    Units  Estimated Accuracy
 CQ0019;SPC LA N     -   221,950.    1,037,800.      MT  (+/- 180 meters Scaled)
 CQ0019
 CQ0019                          SUPERSEDED SURVEY CONTROL
 CQ0019
 CQ0019  NGVD 29 (??/??/??)   21.888  (m)           71.81   (f) ADJUSTED    1 1
 CQ0019
 CQ0019.Superseded values are not recommended for survey control.
 CQ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0019.See file dsdata.txt to determine how the superseded data were derived.
 CQ0019
 CQ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR847963(NAD 83)
 CQ0019_MARKER: DB = BENCH MARK DISK
 CQ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0019_SP_SET: CONCRETE POST
 CQ0019_STAMPING: M 104 RESET 1963
 CQ0019_MARK LOGO: CGS   
 CQ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0019+STABILITY: SURFACE MOTION
 CQ0019
 CQ0019  HISTORY     - Date     Condition        Report By
 CQ0019  HISTORY     - 1963     MONUMENTED       CGS
 CQ0019  HISTORY     - 1969     GOOD             CGS
 CQ0019  HISTORY     - 1986     GOOD             LADTD
 CQ0019
 CQ0019                          STATION DESCRIPTION
 CQ0019
 CQ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0019'1.25 MI E FROM MONROE.
 CQ0019'ABOUT 0.9 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0019'STATION AT MONROE, THENCE 0.15 MILE SOUTHWEST ALONG MILL HAVEN ROAD,
 CQ0019'THENCE 0.05 MILE NORTHWEST ALONG SOUTH 14TH STREET, THENCE 0.15 MILE
 CQ0019'SOUTHWEST ALONG LOUISE ANNE AVENUE, 218 FEET NORTHWEST OF THE CENTER
 CQ0019'OF THE INTERSECTION OF INTERSTATE HIGHWAY 20 AND TEXAS AVENUE, 159
 CQ0019'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF 12TH STREET AND
 CQ0019'LOUISE ANNE AVENUE, 48 FEET NORTH OF THE CENTER LINE OF AN ENTRANCE
 CQ0019'RAMP FOR INTERSTATE HIGHWAY 20, 31 FEET NORTHEAST OF THE CENTER LINE
 CQ0019'OF 12TH STREET, 6 FEET SOUTHEAST OF THE SOUTH CORNER OF A FRAME HOUSE,
 CQ0019'3 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1/2 FOOT SOUTH
 CQ0019'OF A FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 CQ0019'BELOW THE LEVEL OF 12TH STREET, AND SET IN THE TOP OF A CONCRETE POST
 CQ0019'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND. SEC 31, T 18N, R
 CQ0019'4E.
 CQ0019
 CQ0019                          STATION RECOVERY (1986)
 CQ0019
 CQ0019'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1857 ***********************************************************************
 BX1857  DESIGNATION -  M 105
 BX1857  PID         -  BX1857
 BX1857  STATE/COUNTY-  LA/DE SOTO
 BX1857  USGS QUAD   -  EVELYN (1992)
 BX1857
 BX1857                         *CURRENT SURVEY CONTROL
 BX1857  ___________________________________________________________________
 BX1857* NAD 83(1986)-  31 59 27.     (N)    093 27 01.     (W)     SCALED    
 BX1857* NAVD 88     -        40.21   (+/-2cm)     131.9    (feet)  VERTCON   
 BX1857  ___________________________________________________________________
 BX1857  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX1857
 BX1857  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1857
 BX1857.The horizontal coordinates were scaled from a topographic map and have
 BX1857.an estimated accuracy of +/- 6 seconds.
 BX1857
 BX1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1857.The vertical order pertains to the NGVD 29 superseded value.
 BX1857
 BX1857.The geoid height was determined by GEOID03.
 BX1857
 BX1857;                    North         East    Units  Estimated Accuracy
 BX1857;SPC LA N     -   165,690.      910,210.      MT  (+/- 180 meters Scaled)
 BX1857
 BX1857                          SUPERSEDED SURVEY CONTROL
 BX1857
 BX1857  NGVD 29 (??/??/??)   40.269  (m)          132.12   (f) ADJUSTED    1 2
 BX1857
 BX1857.Superseded values are not recommended for survey control.
 BX1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1857.See file dsdata.txt to determine how the superseded data were derived.
 BX1857
 BX1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR574395(NAD 83)
 BX1857_MARKER: DB = BENCH MARK DISK
 BX1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1857_STAMPING: M 105 1938
 BX1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1857+STABILITY: SURFACE MOTION
 BX1857
 BX1857  HISTORY     - Date     Condition        Report By
 BX1857  HISTORY     - 1938     MONUMENTED       CGS
 BX1857  HISTORY     - 1974     MARK NOT FOUND   USGS
 BX1857  HISTORY     - 19860423 MARK NOT FOUND   USPSQD
 BX1857  HISTORY     - 19860425 MARK NOT FOUND   USPSQD
 BX1857
 BX1857                          STATION DESCRIPTION
 BX1857
 BX1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1857'0.5 MI W FROM EVELYN.
 BX1857'0.5 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF STATE HIGHWAY
 BX1857'419 AT EVELYN, DE SOTO PARISH, 125 FEET NORTHWEST OF THE NORTHWEST
 BX1857'CORNER OF A NEGRO SHACK, ON THE PROLONGATION OF THE CENTERLINE OF A
 BX1857'FARM ROAD LEADING NORTH THROUGH A WOODEN GATE, AND 41 FEET SOUTH OF
 BX1857'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 105 1938
 BX1857'AND SET IN THE TOP OF A CONCRETE POST.
 BX1857
 BX1857                          STATION RECOVERY (1974)
 BX1857
 BX1857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BX1857'MARK NOT FOUND.
 BX1857
 BX1857                          STATION RECOVERY (1986)
 BX1857
 BX1857'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX1857'MARK NOT FOUND.
 BX1857
 BX1857                          STATION RECOVERY (1986)
 BX1857
 BX1857'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX1857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0715 ***********************************************************************
 BW0715  DESIGNATION -  M 106
 BW0715  PID         -  BW0715
 BW0715  STATE/COUNTY-  LA/TENSAS
 BW0715  USGS QUAD   -  CHAMBLEE (1994)
 BW0715
 BW0715                         *CURRENT SURVEY CONTROL
 BW0715  ___________________________________________________________________
 BW0715* NAD 83(1986)-  31 51 53.     (N)    091 17 43.     (W)     SCALED    
 BW0715* NAVD 88     -        19.12   (+/-2cm)      62.7    (feet)  VERTCON   
 BW0715  ___________________________________________________________________
 BW0715  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0715
 BW0715  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0715
 BW0715.The horizontal coordinates were scaled from a topographic map and have
 BW0715.an estimated accuracy of +/- 6 seconds.
 BW0715
 BW0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0715.The vertical order pertains to the NGVD 29 superseded value.
 BW0715
 BW0715.The geoid height was determined by GEOID03.
 BW0715
 BW0715;                    North         East    Units  Estimated Accuracy
 BW0715;SPC LA N     -   151,950.    1,113,990.      MT  (+/- 180 meters Scaled)
 BW0715
 BW0715                          SUPERSEDED SURVEY CONTROL
 BW0715
 BW0715  NGVD 29 (??/??/92)   19.130  (m)           62.76   (f) ADJ UNCH    1 2
 BW0715
 BW0715.Superseded values are not recommended for survey control.
 BW0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0715.See file dsdata.txt to determine how the superseded data were derived.
 BW0715
 BW0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR612267(NAD 83)
 BW0715_MARKER: DB = BENCH MARK DISK
 BW0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0715_STAMPING: M 106 1938
 BW0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0715+STABILITY: SURFACE MOTION
 BW0715
 BW0715  HISTORY     - Date     Condition        Report By
 BW0715  HISTORY     - 1938     MONUMENTED       CGS
 BW0715
 BW0715                          STATION DESCRIPTION
 BW0715
 BW0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0715'4.75 MI SW FROM ST JOSEPH.
 BW0715'4-3/4 MILES SOUTHWEST OF ST. JOSEPH, TENSAS PARISH, AT THE LOWER END
 BW0715'OF RODNEY CUT-OFF, 700 FEET FROM THE TOP OF THE NORTH BANK, 165 FEET
 BW0715'LANDWARD FROM THE EDGE OF TIMBER IN WOODS, 44 FEET NORTHWEST OF A
 BW0715'BLAZED 20-INCH HACKBERRY TREE, 26.5 FEET SOUTH OF A BLAZED 20-INCH
 BW0715'LOCUST TREE, 20.2 FEET NORTHEAST OF A BLAZED 12-INCH HACKBERRY TREE,
 BW0715'AND AT STATION 112+00.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BW0715'POST PROJECTING 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0716 ***********************************************************************
 BW0716  DESIGNATION -  M 106 RM
 BW0716  PID         -  BW0716
 BW0716  STATE/COUNTY-  LA/TENSAS
 BW0716  USGS QUAD   -  CHAMBLEE (1994)
 BW0716
 BW0716                         *CURRENT SURVEY CONTROL
 BW0716  ___________________________________________________________________
 BW0716* NAD 83(1986)-  31 51 53.     (N)    091 17 43.     (W)     SCALED    
 BW0716* NAVD 88     -        19.89   (+/-2cm)      65.3    (feet)  VERTCON   
 BW0716  ___________________________________________________________________
 BW0716  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0716
 BW0716  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0716
 BW0716.The horizontal coordinates were scaled from a topographic map and have
 BW0716.an estimated accuracy of +/- 6 seconds.
 BW0716
 BW0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0716.The vertical order pertains to the NGVD 29 superseded value.
 BW0716
 BW0716.The geoid height was determined by GEOID03.
 BW0716
 BW0716;                    North         East    Units  Estimated Accuracy
 BW0716;SPC LA N     -   151,950.    1,113,990.      MT  (+/- 180 meters Scaled)
 BW0716
 BW0716                          SUPERSEDED SURVEY CONTROL
 BW0716
 BW0716  NGVD 29 (??/??/92)   19.897  (m)           65.28   (f) ADJ UNCH    1 2
 BW0716
 BW0716.Superseded values are not recommended for survey control.
 BW0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0716.See file dsdata.txt to determine how the superseded data were derived.
 BW0716
 BW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR612267(NAD 83)
 BW0716_MARKER: S = SPIKE
 BW0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0716_SP_SET: TREE
 BW0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0716
 BW0716  HISTORY     - Date     Condition        Report By
 BW0716  HISTORY     - UNK      MONUMENTED       CGS
 BW0716  HISTORY     - 1938     GOOD             NGS
 BW0716
 BW0716                          STATION DESCRIPTION
 BW0716
 BW0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0716'4.75 MI SW FROM ST JOSEPH.
 BW0716'4-3/4 MILES SOUTHWEST OF ST. JOSEPH, TENSAS PARISH, 28 FEET BELOW
 BW0716'STATION 112+00, 500 FEET LANDWARD FROM BENCH MARK M 106, ON THE
 BW0716'RIVERSIDE OF A 30-INCH GUM TREE, IN A TRIANGULAR BLAZE, AND 4 FEET
 BW0716'ABOVE THE GROUND.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1326 ***********************************************************************
 BW1326  DESIGNATION -  M 108
 BW1326  PID         -  BW1326
 BW1326  STATE/COUNTY-  LA/CONCORDIA
 BW1326  USGS QUAD   -  FAIRVIEW (1983)
 BW1326
 BW1326                         *CURRENT SURVEY CONTROL
 BW1326  ___________________________________________________________________
 BW1326* NAD 83(1986)-  31 18 03.     (N)    091 30 55.     (W)     SCALED    
 BW1326* NAVD 88     -        12.72   (+/-2cm)      41.7    (feet)  VERTCON   
 BW1326  ___________________________________________________________________
 BW1326  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BW1326
 BW1326  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1326
 BW1326.The horizontal coordinates were scaled from a topographic map and have
 BW1326.an estimated accuracy of +/- 6 seconds.
 BW1326
 BW1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1326.The vertical order pertains to the NGVD 29 superseded value.
 BW1326
 BW1326.The geoid height was determined by GEOID03.
 BW1326
 BW1326;                    North         East    Units  Estimated Accuracy
 BW1326;SPC LA N     -    89,220.    1,093,750.      MT  (+/- 180 meters Scaled)
 BW1326
 BW1326                          SUPERSEDED SURVEY CONTROL
 BW1326
 BW1326  NGVD 29 (??/??/92)   12.702  (m)           41.67   (f) ADJ UNCH    1 2
 BW1326
 BW1326.Superseded values are not recommended for survey control.
 BW1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1326.See file dsdata.txt to determine how the superseded data were derived.
 BW1326
 BW1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ413638(NAD 83)
 BW1326_MARKER: DB = BENCH MARK DISK
 BW1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1326_STAMPING: M 108 1938
 BW1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1326+STABILITY: SURFACE MOTION
 BW1326
 BW1326  HISTORY     - Date     Condition        Report By
 BW1326  HISTORY     - 1938     MONUMENTED       CGS
 BW1326  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1326
 BW1326                          STATION DESCRIPTION
 BW1326
 BW1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1326'7.5 MI E FROM SLOCUM.
 BW1326'7-1/2 MILES EAST OF SLOCUM, CONCORDIA PARISH, ON THE WEST BANK OF
 BW1326'MISSISSIPPI RIVER, 1 MILE DOWNSTREAM FROM GLASSCOCK CUT-OFF, BACK OF
 BW1326'GAGE F-3, 300 FEET EAST OF A GROUP OF LARGE COTTONWOOD TREES, AND AT A
 BW1326'CLUMP OF SMALL WILLOWS.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BW1326'POST PROJECTING 14 INCHES ABOVE GROUND.
 BW1326
 BW1326                          STATION RECOVERY (1966)
 BW1326
 BW1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3201 ***********************************************************************
 BK3201  DESIGNATION -  M 11
 BK3201  PID         -  BK3201
 BK3201  STATE/COUNTY-  LA/CALCASIEU
 BK3201  USGS QUAD   -  CAMERON FARMS (1975)
 BK3201
 BK3201                         *CURRENT SURVEY CONTROL
 BK3201  ___________________________________________________________________
 BK3201* NAD 83(1992)-  30 03 34.59918(N)    093 32 42.16475(W)     ADJUSTED  
 BK3201* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 BK3201  **This station is located in a subsidence area (see below).
 BK3201  ___________________________________________________________________
 BK3201  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3201  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK3201
 BK3201  HORZ ORDER  -  THIRD
 BK3201
 BK3201.The horizontal coordinates were established by classical geodetic methods
 BK3201.and adjusted by the National Geodetic Survey in January 1993..
 BK3201
 BK3201 ** The orthometric height has not been validated since last determined
 BK3201 ** by differential leveling and should not be used for control purposes.
 BK3201 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3201 ** area with valid NAVD 88 orthometric heights.
 BK3201 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3201 ** epoch indicated which incorporates improved geoid heights for the
 BK3201 ** Southern Louisiana Subsidence area.
 BK3201 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3201.The orthometric height was scaled from a topographic map.
 BK3201
 BK3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3201
 BK3201.The geoid height was determined by GEOID03.
 BK3201
 BK3201;                    North         East     Units Scale Factor Converg.
 BK3201;SPC LA S     -   174,931.968   786,756.716   MT  0.99992627   -1 06 21.2
 BK3201;SPC LA S     -   573,922.63  2,581,217.66   sFT  0.99992627   -1 06 21.2
 BK3201;UTM  15      - 3,325,515.924   447,462.646   MT  0.99963405   -0 16 22.9
 BK3201
 BK3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3201!SPC LA S     -   1.00000429  x   0.99992627  =   0.99993056
 BK3201!UTM  15      -   1.00000429  x   0.99963405  =   0.99963834
 BK3201
 BK3201                          SUPERSEDED SURVEY CONTROL
 BK3201
 BK3201  NAD 83(1986)-  30 03 34.62344(N)    093 32 42.15107(W) AD(       ) 3
 BK3201  NAD 27      -  30 03 33.86800(N)    093 32 41.57900(W) AD(       ) 3
 BK3201
 BK3201.Superseded values are not recommended for survey control.
 BK3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3201.See file dsdata.txt to determine how the superseded data were derived.
 BK3201
 BK3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4746325516(NAD 83)
 BK3201_MARKER: I = METAL ROD
 BK3201_SETTING: 0 = UNSPECIFIED SETTING
 BK3201
 BK3201  HISTORY     - Date     Condition        Report By
 BK3201  HISTORY     - 1934     MONUMENTED       USE
 BK3201  HISTORY     - 1947     MARK NOT FOUND   CGS
 BK3201
 BK3201                          STATION DESCRIPTION
 BK3201
 BK3201'DESCRIBED BY US ENGINEERS 1934 (JCB)
 BK3201'STATION IS ON THE N SIDE OF THE CALCASIEU PARISH NAVIGATION
 BK3201'CHANNEL (INTRACOASTAL CANAL BETWEEN SABINE AND CALCASIEU
 BK3201'RIVERS), 1-1/3 MILES W OF GUM COVE FERRY.  32.6 METERS N
 BK3201'OF THE N BANK OF THE CANAL.
 BK3201'
 BK3201'STATION IS MARKED BY A 1-INCH GALVANIZED-IRON PIPE SET IN
 BK3201'CONCRETE, PROJECTING 1 FOOT ABOVE THE GROUND.
 BK3201'
 BK3201'THIS STATION WAS NOT OCCUPIED.
 BK3201'
 BK3201'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 BK3201
 BK3201                          STATION RECOVERY (1947)
 BK3201
 BK3201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3201'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0142 ***********************************************************************
 AV0142  DESIGNATION -  M 111
 AV0142  PID         -  AV0142
 AV0142  STATE/COUNTY-  LA/VERMILION
 AV0142  USGS QUAD   -  CHENIERE AU TIGRE (1979)
 AV0142
 AV0142                         *CURRENT SURVEY CONTROL
 AV0142  ___________________________________________________________________
 AV0142* NAD 83(1986)-  29 35 07.     (N)    092 08 07.     (W)     SCALED    
 AV0142* NAVD 88     -         1.22   (+/-2cm)       4.0    (feet)  VERTCON   
 AV0142  ___________________________________________________________________
 AV0142  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AV0142
 AV0142  VERT ORDER  -  THIRD (See Below)
 AV0142
 AV0142.The horizontal coordinates were scaled from a topographic map and have
 AV0142.an estimated accuracy of +/- 6 seconds.
 AV0142
 AV0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0142.The vertical order pertains to the NGVD 29 superseded value.
 AV0142
 AV0142.The geoid height was determined by GEOID03.
 AV0142
 AV0142;                    North         East    Units  Estimated Accuracy
 AV0142;SPC LA S     -   120,570.      922,310.      MT  (+/- 180 meters Scaled)
 AV0142
 AV0142                          SUPERSEDED SURVEY CONTROL
 AV0142
 AV0142  NGVD 29 (??/??/??)    1.229  (m)            4.03   (f) ADJUSTED    3 0
 AV0142
 AV0142.Superseded values are not recommended for survey control.
 AV0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0142.See file dsdata.txt to determine how the superseded data were derived.
 AV0142
 AV0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN837731(NAD 83)
 AV0142_MARKER: DB = BENCH MARK DISK
 AV0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0142_STAMPING: M 111 1948
 AV0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0142+STABILITY: SURFACE MOTION
 AV0142
 AV0142  HISTORY     - Date     Condition        Report By
 AV0142  HISTORY     - 1948     MONUMENTED       CGS
 AV0142  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0142
 AV0142                          STATION DESCRIPTION
 AV0142
 AV0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AV0142'4.3 MI E FROM CHENIERE AU TIGRE.
 AV0142'MARK IS ON THE GULF COAST, 5 1/2 MILES WEST OF SOUTHWEST PASS, 1 1/2
 AV0142'MILES WEST OF TWO RADAR TOWERS, 1/2 MILE EAST OF THE EASTERN END OF A
 AV0142'ROW OF SMALL TREES ALONG THE BEACH, DIRECTLY BACK OF A SMALL
 AV0142'DUMBELL-SHAPED GRASSY MUD POINT OF LAND, 50 FT. NORTH OF THE MHWL, AND
 AV0142'37 FT. SOUTH OF THE EDGE OF THE MARSH.  STANDARD BENCH MARK DISK SET
 AV0142'IN TOP OF A 3-FOOT LENGTH OF 8-INCH CONCRETE PIPE FILLED WITH
 AV0142'CONCRETE.  THE MARK PROJECTS 0.8 FT.
 AV0142
 AV0142                          STATION RECOVERY (1966)
 AV0142
 AV0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0640 ***********************************************************************
 CQ0640  DESIGNATION -  M 115
 CQ0640  PID         -  CQ0640
 CQ0640  STATE/COUNTY-  LA/OUACHITA
 CQ0640  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0640
 CQ0640                         *CURRENT SURVEY CONTROL
 CQ0640  ___________________________________________________________________
 CQ0640* NAD 83(1986)-  32 28 01.     (N)    092 09 25.     (W)     SCALED    
 CQ0640* NAVD 88     -        23.46   (+/-2cm)      77.0    (feet)  VERTCON   
 CQ0640  ___________________________________________________________________
 CQ0640  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0640
 CQ0640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0640
 CQ0640.The horizontal coordinates were scaled from a topographic map and have
 CQ0640.an estimated accuracy of +/- 6 seconds.
 CQ0640
 CQ0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0640.The vertical order pertains to the NGVD 29 superseded value.
 CQ0640
 CQ0640.The geoid height was determined by GEOID03.
 CQ0640
 CQ0640;                    North         East    Units  Estimated Accuracy
 CQ0640;SPC LA N     -   218,140.    1,032,250.      MT  (+/- 180 meters Scaled)
 CQ0640
 CQ0640                          SUPERSEDED SURVEY CONTROL
 CQ0640
 CQ0640  NGVD 29 (??/??/??)   23.506  (m)           77.12   (f) ADJUSTED    2 0
 CQ0640
 CQ0640.Superseded values are not recommended for survey control.
 CQ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0640.See file dsdata.txt to determine how the superseded data were derived.
 CQ0640
 CQ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR792925(NAD 83)
 CQ0640_MARKER: DB = BENCH MARK DISK
 CQ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0640_STAMPING: M 115 1949
 CQ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0640+STABILITY: SURFACE MOTION
 CQ0640
 CQ0640  HISTORY     - Date     Condition        Report By
 CQ0640  HISTORY     - 1949     MONUMENTED       CGS
 CQ0640
 CQ0640                          STATION DESCRIPTION
 CQ0640
 CQ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0640'1.3 MI S FROM BROWNVILLE.
 CQ0640'1.3 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0640'HIGHWAYS 200 AND 1607 AT BROWNVILLE, AT BAWCOMVILLE, AT A Y ROAD
 CQ0640'JUNCTION, 71 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 CQ0640'SOUTHWEST TO CHENIERE DAM, 59 FEET SOUTH OF THE CENTER LINE OF A
 CQ0640'GRAVELED ROAD LEADING EAST, 21 FEET EAST OF THE CENTER LINE OF THE
 CQ0640'HIGHWAY, 17.4 FEET WEST OF THE WEST RAIL OF A RAILROAD, 1.5 FEET EAST
 CQ0640'OF A TELEPHONE POLE, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 CQ0640'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0781 ***********************************************************************
 CQ0781  DESIGNATION -  M 116
 CQ0781  PID         -  CQ0781
 CQ0781  STATE/COUNTY-  LA/CALDWELL
 CQ0781  USGS QUAD   -  BLANKSTON (1989)
 CQ0781
 CQ0781                         *CURRENT SURVEY CONTROL
 CQ0781  ___________________________________________________________________
 CQ0781* NAD 83(1986)-  32 14 52.     (N)    092 07 48.     (W)     SCALED    
 CQ0781* NAVD 88     -        19.94   (+/-2cm)      65.4    (feet)  VERTCON   
 CQ0781  ___________________________________________________________________
 CQ0781  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ0781
 CQ0781  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0781
 CQ0781.The horizontal coordinates were scaled from a topographic map and have
 CQ0781.an estimated accuracy of +/- 6 seconds.
 CQ0781
 CQ0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0781.The vertical order pertains to the NGVD 29 superseded value.
 CQ0781
 CQ0781.The geoid height was determined by GEOID03.
 CQ0781
 CQ0781;                    North         East    Units  Estimated Accuracy
 CQ0781;SPC LA N     -   193,850.    1,034,870.      MT  (+/- 180 meters Scaled)
 CQ0781
 CQ0781                          SUPERSEDED SURVEY CONTROL
 CQ0781
 CQ0781  NGVD 29 (??/??/??)   19.969  (m)           65.52   (f) ADJUSTED    1 2
 CQ0781
 CQ0781.Superseded values are not recommended for survey control.
 CQ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0781.See file dsdata.txt to determine how the superseded data were derived.
 CQ0781
 CQ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR819682(NAD 83)
 CQ0781_MARKER: DB = BENCH MARK DISK
 CQ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0781_STAMPING: M 116 1949
 CQ0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0781+STABILITY: SURFACE MOTION
 CQ0781
 CQ0781  HISTORY     - Date     Condition        Report By
 CQ0781  HISTORY     - 1949     MONUMENTED       CGS
 CQ0781  HISTORY     - 1966     GOOD             CGS
 CQ0781
 CQ0781                          STATION DESCRIPTION
 CQ0781
 CQ0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0781'7.8 MI SW FROM BOSCO.
 CQ0781'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0781'BOSCO, THENCE 2.9 MILES NORTHWEST ALONG A PAVED ROAD, IN SECTION 35, T
 CQ0781'15 N, R 3 E, 48 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 CQ0781'GRAVELED ROAD LEADING WEST, 39 FEET WEST OF THE CENTER LINE OF THE
 CQ0781'PAVED ROAD 21 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 3
 CQ0781'FEET NORTHEAST OF A CORNER FENCE POST, 2.9 FEET NORTHEAST OF A METAL
 CQ0781'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 CQ0781'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0795 ***********************************************************************
 CQ0795  DESIGNATION -  M 117
 CQ0795  PID         -  CQ0795
 CQ0795  STATE/COUNTY-  LA/CALDWELL
 CQ0795  USGS QUAD   -  BLANKSTON (1989)
 CQ0795
 CQ0795                         *CURRENT SURVEY CONTROL
 CQ0795  ___________________________________________________________________
 CQ0795* NAD 83(1986)-  32 08 10.     (N)    092 11 41.     (W)     SCALED    
 CQ0795* NAVD 88     -        42.82   (+/-2cm)     140.5    (feet)  VERTCON   
 CQ0795  ___________________________________________________________________
 CQ0795  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0795
 CQ0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0795
 CQ0795.The horizontal coordinates were scaled from a topographic map and have
 CQ0795.an estimated accuracy of +/- 6 seconds.
 CQ0795
 CQ0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0795.The vertical order pertains to the NGVD 29 superseded value.
 CQ0795
 CQ0795.The geoid height was determined by GEOID03.
 CQ0795
 CQ0795;                    North         East    Units  Estimated Accuracy
 CQ0795;SPC LA N     -   181,450.    1,028,800.      MT  (+/- 180 meters Scaled)
 CQ0795
 CQ0795                          SUPERSEDED SURVEY CONTROL
 CQ0795
 CQ0795  NGVD 29 (??/??/??)   42.845  (m)          140.57   (f) ADJUSTED    2 0
 CQ0795
 CQ0795.Superseded values are not recommended for survey control.
 CQ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0795.See file dsdata.txt to determine how the superseded data were derived.
 CQ0795
 CQ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR759558(NAD 83)
 CQ0795_MARKER: DB = BENCH MARK DISK
 CQ0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0795_STAMPING: M 117 1949
 CQ0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0795+STABILITY: SURFACE MOTION
 CQ0795
 CQ0795  HISTORY     - Date     Condition        Report By
 CQ0795  HISTORY     - 1949     MONUMENTED       CGS
 CQ0795  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0795
 CQ0795                          STATION DESCRIPTION
 CQ0795
 CQ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0795'1.1 MI W FROM MOUNT PLEASANT.
 CQ0795'1.1 MILES WEST ALONG A PARISH ROAD FROM THE MOUNT PLEASANT CHURCH AT
 CQ0795'MOUNT PLEASANT, ABOUT 200 FEET EAST OF AN ABANDONED FARMHOUSE, ABOUT
 CQ0795'125 FEET SOUTHEAST OF A SMALL FARMHOUSE, 37 FEET SOUTHEAST OF THE
 CQ0795'CENTER LINE OF THE ROAD, 15 FEET NORTHEAST OF THE CENTER LINE OF A
 CQ0795'GATE, 1.4 FEET NORTHWEST OF A FENCE, 1.3 FEET SOUTHWEST OF A REFERENCE
 CQ0795'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND
 CQ0795'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0795
 CQ0795                          STATION RECOVERY (1986)
 CQ0795
 CQ0795'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0664 ***********************************************************************
 CQ0664  DESIGNATION -  M 118
 CQ0664  PID         -  CQ0664
 CQ0664  STATE/COUNTY-  LA/OUACHITA
 CQ0664  USGS QUAD   -  CHATHAM SE (1982)
 CQ0664
 CQ0664                         *CURRENT SURVEY CONTROL
 CQ0664  ___________________________________________________________________
 CQ0664* NAD 83(1986)-  32 22 19.     (N)    092 18 59.     (W)     SCALED    
 CQ0664* NAVD 88     -        61.73   (+/-2cm)     202.5    (feet)  VERTCON   
 CQ0664  ___________________________________________________________________
 CQ0664  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0664
 CQ0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0664
 CQ0664.The horizontal coordinates were scaled from a topographic map and have
 CQ0664.an estimated accuracy of +/- 6 seconds.
 CQ0664
 CQ0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0664.The vertical order pertains to the NGVD 29 superseded value.
 CQ0664
 CQ0664.The geoid height was determined by GEOID03.
 CQ0664
 CQ0664;                    North         East    Units  Estimated Accuracy
 CQ0664;SPC LA N     -   207,570.    1,017,280.      MT  (+/- 180 meters Scaled)
 CQ0664
 CQ0664                          SUPERSEDED SURVEY CONTROL
 CQ0664
 CQ0664  NGVD 29 (??/??/??)   61.775  (m)          202.67   (f) ADJUSTED    2 0
 CQ0664
 CQ0664.Superseded values are not recommended for survey control.
 CQ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0664.See file dsdata.txt to determine how the superseded data were derived.
 CQ0664
 CQ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR643818(NAD 83)
 CQ0664_MARKER: DB = BENCH MARK DISK
 CQ0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0664_STAMPING: M 118 1949
 CQ0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0664+STABILITY: SURFACE MOTION
 CQ0664
 CQ0664  HISTORY     - Date     Condition        Report By
 CQ0664  HISTORY     - 1949     MONUMENTED       CGS
 CQ0664  HISTORY     - 1950     GOOD             CGS
 CQ0664  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0664  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0664
 CQ0664                          STATION DESCRIPTION
 CQ0664
 CQ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0664'0.9 MI SE FROM OKALOOSA.
 CQ0664'0.9 MILE SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0664'OKALOOSA, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTHEAST
 CQ0664'AND NORTHWEST, 71 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT AN OLD
 CQ0664'FARMHOUSE SITE, 19 FEET SOUTHEAST OF A POINT ON THE PROJECTED CENTER
 CQ0664'LINE OF THE NORTHEAST TANGENT, 11 FEET SOUTHWEST OF A 5-FOOT OAK TREE,
 CQ0664'SET IN THE TOP OF A CONCRETE POST, 1.8 FEET NORTHWEST OF A REFERENCE
 CQ0664'POST AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CQ0664
 CQ0664                          STATION RECOVERY (1978)
 CQ0664
 CQ0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0664'MARK NOT FOUND.
 CQ0664
 CQ0664                          STATION RECOVERY (1990)
 CQ0664
 CQ0664'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0710 ***********************************************************************
 CQ0710  DESIGNATION -  M 119
 CQ0710  PID         -  CQ0710
 CQ0710  STATE/COUNTY-  LA/JACKSON
 CQ0710  USGS QUAD   -  VIXEN (1989)
 CQ0710
 CQ0710                         *CURRENT SURVEY CONTROL
 CQ0710  ___________________________________________________________________
 CQ0710* NAD 83(1986)-  32 13 55.     (N)    092 20 56.     (W)     SCALED    
 CQ0710* NAVD 88     -        57.39   (+/-2cm)     188.3    (feet)  VERTCON   
 CQ0710  ___________________________________________________________________
 CQ0710  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0710
 CQ0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0710
 CQ0710.The horizontal coordinates were scaled from a topographic map and have
 CQ0710.an estimated accuracy of +/- 6 seconds.
 CQ0710
 CQ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0710.The vertical order pertains to the NGVD 29 superseded value.
 CQ0710
 CQ0710.The geoid height was determined by GEOID03.
 CQ0710
 CQ0710;                    North         East    Units  Estimated Accuracy
 CQ0710;SPC LA N     -   192,040.    1,014,240.      MT  (+/- 180 meters Scaled)
 CQ0710
 CQ0710                          SUPERSEDED SURVEY CONTROL
 CQ0710
 CQ0710  NGVD 29 (??/??/??)   57.425  (m)          188.40   (f) ADJUSTED    2 0
 CQ0710
 CQ0710.Superseded values are not recommended for survey control.
 CQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0710.See file dsdata.txt to determine how the superseded data were derived.
 CQ0710
 CQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR613663(NAD 83)
 CQ0710_MARKER: DB = BENCH MARK DISK
 CQ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0710_STAMPING: M 119 1949
 CQ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0710+STABILITY: SURFACE MOTION
 CQ0710
 CQ0710  HISTORY     - Date     Condition        Report By
 CQ0710  HISTORY     - 1949     MONUMENTED       CGS
 CQ0710  HISTORY     - 1969     GOOD             CGS
 CQ0710  HISTORY     - 1977     GOOD             LADTD
 CQ0710
 CQ0710                          STATION DESCRIPTION
 CQ0710
 CQ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0710'5.4 MI NW FROM VIXEN.
 CQ0710'LOCATED 5.4 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM A CROSS ROAD AT
 CQ0710'VIXEN, 2.9 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 499, AT A FORKS
 CQ0710'IN THE ROAD, ABOUT 80 FEET SOUTHWEST OF THE INTERSECTION OF ROADS, 54
 CQ0710'FEET SOUTH OF THE CENTER OF THE ROAD, 20 FEET SOUTH OF A FENCE CORNER
 CQ0710'9 FEET NNE OF A POWER POLE, 63 FEET WEST OF THE GAS PUMPS IN FRONT OF
 CQ0710'A SMALL STORE AND AT THE EAST EDGE OF A GARDEN.  IT IS SET IN THE TOP
 CQ0710'OF A CONCRETE POST FLUSH WITH THE GROUND, 1 FOOT SOUTH OF A METAL
 CQ0710'WITNESS POST.
 CQ0710
 CQ0710                          STATION RECOVERY (1977)
 CQ0710
 CQ0710'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 CQ0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2101 ***********************************************************************
 CQ2101  DESIGNATION -  M 12
 CQ2101  PID         -  CQ2101
 CQ2101  STATE/COUNTY-  LA/CADDO
 CQ2101  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2101
 CQ2101                         *CURRENT SURVEY CONTROL
 CQ2101  ___________________________________________________________________
 CQ2101* NAD 83(1986)-  32 30 31.     (N)    093 44 56.     (W)     SCALED    
 CQ2101* NAVD 88     -        62.060  (meters)     203.61   (feet)  ADJUSTED  
 CQ2101  ___________________________________________________________________
 CQ2101  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2101  DYNAMIC HT  -          61.990 (meters)     203.38  (feet)  COMP
 CQ2101  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 CQ2101
 CQ2101  VERT ORDER  -  FIRST     CLASS I
 CQ2101
 CQ2101.The horizontal coordinates were scaled from a topographic map and have
 CQ2101.an estimated accuracy of +/- 6 seconds.
 CQ2101
 CQ2101.The orthometric height was determined by differential leveling
 CQ2101.and adjusted by the National Geodetic Survey in June 1991..
 CQ2101.WARNING-Repeat measurements at this control monument indicate possible
 CQ2101.vertical movement.
 CQ2101
 CQ2101.The geoid height was determined by GEOID03.
 CQ2101
 CQ2101.The dynamic height is computed by dividing the NAVD 88
 CQ2101.geopotential number by the normal gravity value computed on the
 CQ2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2101.degrees latitude (g = 980.6199 gals.).
 CQ2101
 CQ2101.The modeled gravity was interpolated from observed gravity values.
 CQ2101
 CQ2101;                    North         East    Units  Estimated Accuracy
 CQ2101;SPC LA N     -   223,390.      882,650.      MT  (+/- 180 meters Scaled)
 CQ2101
 CQ2101                          SUPERSEDED SURVEY CONTROL
 CQ2101
 CQ2101  NGVD 29 (??/??/??)   62.131  (m)          203.84   (f) ADJUSTED    1 1
 CQ2101
 CQ2101.Superseded values are not recommended for survey control.
 CQ2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2101.See file dsdata.txt to determine how the superseded data were derived.
 CQ2101
 CQ2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR296970(NAD 83)
 CQ2101_MARKER: DB = BENCH MARK DISK
 CQ2101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2101_SP_SET: BUILDING
 CQ2101_STAMPING: M 12 1919 203.802
 CQ2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2101
 CQ2101  HISTORY     - Date     Condition        Report By
 CQ2101  HISTORY     - 1919     MONUMENTED       CGS
 CQ2101  HISTORY     - 1969     GOOD             CGS
 CQ2101  HISTORY     - 1977     GOOD             NGS
 CQ2101  HISTORY     - 1979     GOOD             NGS
 CQ2101  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ2101  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ2101
 CQ2101                          STATION DESCRIPTION
 CQ2101
 CQ2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2101'IN SHREVEPORT.
 CQ2101'AT SHREVEPORT, 93 YARDS NORTH AND ACROSS THE ILLINOIS CENTRAL RAILROAD
 CQ2101'AND LOUISIANA STREET FROM THE UNION STATION, 23 FEET NORTHWEST OF THE
 CQ2101'NORTHWEST RAIL OF THE NORTHWEST TRACK, 59 FEET NORTHEAST OF THE CENTER
 CQ2101'LINE OF THE STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF THE BRICK
 CQ2101'WALL OF THE NASHVILLE HOTEL WHICH IS VACANT, 25.4 FEET NORTHEAST OF
 CQ2101'THE SOUTH CORNER OF THE BUILDING, 1 1/2 FEET ABOVE THE LEVEL OF THE
 CQ2101'GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK. SEC 36, T 18N,
 CQ2101'R 14W.
 CQ2101
 CQ2101                          STATION RECOVERY (1977)
 CQ2101
 CQ2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2101'0.1 MILE SOUTHEAST ALONG THE CLYDE FANT PARKWAY FROM THE
 CQ2101'CIVIC THEATRE AT SHREVEPORT, THENCE 0.6 MILE SOUTHWEST ALONG
 CQ2101'THE ILLINOIS CENTRAL RAILROAD, 59 FEET NORTHEAST OF THE CENTER
 CQ2101'LINE OF LOUISIANA STREET, 25 FEET NORTHEAST OF THE SOUTH
 CQ2101'CORNER OF THE HAROLDS DOMINO HALL BUILDING, 23 FEET NORTHWEST
 CQ2101'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK. NOTE, THIS MARK
 CQ2101'IS BEING REDESCRIBED SINCE THE UNION STATION HAS BEEN TORN
 CQ2101'DOWN. IT IS A JUNCTION MARK AND IS SET VERTICALLY IN THE
 CQ2101'SOUTHEAST FACE OF BUILDING.
 CQ2101
 CQ2101                          STATION RECOVERY (1979)
 CQ2101
 CQ2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ2101'IN SHREVEPORT, AT THE INTERSECTION OF LOUISIANA AVENUE AND LAKE
 CQ2101'STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NASHVILLE HOTEL,
 CQ2101'129 FT. NORTHWEST OF THE CENTERLINE OF THE STREET, 59.0 FT. NORTHEAST
 CQ2101'OF THE CENTERLINE OF THE AVENUE, 25.4 FT. NORTHEAST OF THE
 CQ2101'SOUTHWEST CORNER OF THE BUILDING, 23.0 FT. NORTHWEST OF THE NORTHWEST
 CQ2101'RAIL OF THE ILLINOIS CENTRAL RAILROAD.
 CQ2101'THE MARK IS 1.5 FT ABOVE GROUND.
 CQ2101
 CQ2101                          STATION RECOVERY (1995)
 CQ2101
 CQ2101'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2101'MARK NOT FOUND.
 CQ2101
 CQ2101                          STATION RECOVERY (1999)
 CQ2101
 CQ2101'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0846 ***********************************************************************
 CQ0846  DESIGNATION -  M 120
 CQ0846  PID         -  CQ0846
 CQ0846  STATE/COUNTY-  LA/CALDWELL
 CQ0846  USGS QUAD   -  COTTON PLANT (1989)
 CQ0846
 CQ0846                         *CURRENT SURVEY CONTROL
 CQ0846  ___________________________________________________________________
 CQ0846* NAD 83(1992)-  32 07 10.23191(N)    092 15 38.31889(W)     ADJUSTED  
 CQ0846* NAVD 88     -        74.99   (+/-2cm)     246.0    (feet)  VERTCON   
 CQ0846  ___________________________________________________________________
 CQ0846  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CQ0846  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0846
 CQ0846  HORZ ORDER  -  SECOND
 CQ0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0846
 CQ0846.The horizontal coordinates were established by classical geodetic methods
 CQ0846.and adjusted by the National Geodetic Survey in January 1993..
 CQ0846
 CQ0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0846.The vertical order pertains to the NGVD 29 superseded value.
 CQ0846
 CQ0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0846
 CQ0846.The geoid height was determined by GEOID03.
 CQ0846
 CQ0846;                    North         East     Units Scale Factor Converg.
 CQ0846;SPC LA N     -   179,588.363 1,022,586.297   MT  0.99992092   +0 07 35.6
 CQ0846;SPC LA N     -   589,199.49  3,354,935.21   sFT  0.99992092   +0 07 35.6
 CQ0846;UTM  15      - 3,553,921.746   569,746.226   MT  0.99965999   +0 23 35.2
 CQ0846
 CQ0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0846!SPC LA N     -   0.99999224  x   0.99992092  =   0.99991316
 CQ0846!UTM  15      -   0.99999224  x   0.99965999  =   0.99965223
 CQ0846
 CQ0846                          SUPERSEDED SURVEY CONTROL
 CQ0846
 CQ0846  NAD 83(1986)-  32 07 10.24604(N)    092 15 38.31072(W) AD(       ) 2
 CQ0846  NAD 27      -  32 07 09.68020(N)    092 15 37.80662(W) AD(       ) 2
 CQ0846  NGVD 29 (??/??/??)   75.015  (m)          246.11   (f) ADJUSTED    2 0
 CQ0846
 CQ0846.Superseded values are not recommended for survey control.
 CQ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0846.See file dsdata.txt to determine how the superseded data were derived.
 CQ0846
 CQ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6974653922(NAD 83)
 CQ0846_MARKER: DB = BENCH MARK DISK
 CQ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0846_STAMPING: M 120 1949
 CQ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0846+STABILITY: SURFACE MOTION
 CQ0846
 CQ0846  HISTORY     - Date     Condition        Report By
 CQ0846  HISTORY     - 1971     MONUMENTED       NGS
 CQ0846  HISTORY     - 1950     GOOD             CGS
 CQ0846  HISTORY     - 1971     GOOD             NGS
 CQ0846
 CQ0846                          STATION DESCRIPTION
 CQ0846
 CQ0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ0846'THE STATION IS ABOUT 13.5 MILES EAST-NORTHEAST OF SIKES, 10
 CQ0846'MILES NORTHWEST OF GRAYSON, 10 MILES WEST-SOUTHWEST OF RIVERTON,
 CQ0846'7.5 MILES SOUTH OF VIXEN, ON THE SECTION LINE OF 9 AND 10,
 CQ0846'T 13 N, R 2 E, AND ON LAND OWNED BY MRS. VIRDIE ADKINS,
 CQ0846'GRAYSON, LOUISIANA, 71435.
 CQ0846'
 CQ0846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165
 CQ0846'AND STATE HIGHWAY 126 IN GRAYSON, GO WEST ON STATE HIGHWAY
 CQ0846'126 FOR 3.5 MILES TO THE CROSSROADS BAPTIST CHURCH ON THE
 CQ0846'LEFT.  CONTINUE WEST ON STATE HIGHWAY 126 FOR 7.2 MILES TO
 CQ0846'A PAVED SIDE ROAD RIGHT AND SIGN OLD UNION BAPTIST CHURCH.  TURN
 CQ0846'RIGHT AND GO NORTH ON THE PAVED ROAD FOR 1.1 MILES TO A LOG
 CQ0846'HOUSE AND THE STATION.
 CQ0846'
 CQ0846'MARK A STANDARD BENCH MARK STAMPED M 120 1949, IS SET IN THE
 CQ0846'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ0846'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET EAST OF THE
 CQ0846'CENTER OF THE PAVED ROAD, 23 FEET SOUTH OF AN 18-INCH CEDAR
 CQ0846'TREE AND 5 FEET SOUTHEAST OF A FENCE CORNER.
 CQ0846
 CQ0846                          STATION RECOVERY (1950)
 CQ0846
 CQ0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 CQ0846'5.8 MI SW FROM MOUNT PLEASANT.
 CQ0846'3.2 MILES WEST ALONG A PARISH ROAD FROM THE MOUNT PLEASANT CHURCH AT
 CQ0846'MOUNT PLEASANT, THENCE 2.6 MILES SOUTHWEST ALONG A PARISH ROAD, AT THE
 CQ0846'SUMMIT OF A HILL AT A Y-JUNCTION OF ROADS, ABOUT 110 FEET NORTHEAST OF
 CQ0846'A LOG FARMHOUSE, 70 FEET SOUTHWEST OF THE CENTER LINE OF A SIDE ROAD
 CQ0846'LEADING SOUTHEAST, 30 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD,
 CQ0846'14 FEET EAST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 1.5 FEET
 CQ0846'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 CQ0846'OF 3 FEET AND PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE-- THIS BENCH
 CQ0846'MARK IS LOCATED 1.1 MILES NORTHEAST OF BENCH MARK Z 127. IT IS 23 FEET
 CQ0846'SOUTH OF AN 18-INCH CEDAR TREE AND 5 FEET SOUTHEAST OF A FENCE CORNER.
 CQ0846'IT PROJECTS 3 INCHES.
 CQ0846
 CQ0846                          STATION RECOVERY (1971)
 CQ0846
 CQ0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CQ0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1479 ***********************************************************************
 BX1479  DESIGNATION -  M 121
 BX1479  PID         -  BX1479
 BX1479  STATE/COUNTY-  LA/WINN
 BX1479  USGS QUAD   -  CALVIN (1983)
 BX1479
 BX1479                         *CURRENT SURVEY CONTROL
 BX1479  ___________________________________________________________________
 BX1479* NAD 83(1986)-  31 55 46.     (N)    092 47 24.     (W)     SCALED    
 BX1479* NAVD 88     -        74.49   (+/-2cm)     244.4    (feet)  VERTCON   
 BX1479  ___________________________________________________________________
 BX1479  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1479
 BX1479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1479
 BX1479.The horizontal coordinates were scaled from a topographic map and have
 BX1479.an estimated accuracy of +/- 6 seconds.
 BX1479
 BX1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1479.The vertical order pertains to the NGVD 29 superseded value.
 BX1479
 BX1479.The geoid height was determined by GEOID03.
 BX1479
 BX1479;                    North         East    Units  Estimated Accuracy
 BX1479;SPC LA N     -   158,530.      972,580.      MT  (+/- 180 meters Scaled)
 BX1479
 BX1479                          SUPERSEDED SURVEY CONTROL
 BX1479
 BX1479  NGVD 29 (??/??/??)   74.517  (m)          244.48   (f) ADJUSTED    2 0
 BX1479
 BX1479.Superseded values are not recommended for survey control.
 BX1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1479.See file dsdata.txt to determine how the superseded data were derived.
 BX1479
 BX1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR198326(NAD 83)
 BX1479_MARKER: DB = BENCH MARK DISK
 BX1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1479_STAMPING: M 121 1949
 BX1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1479+STABILITY: SURFACE MOTION
 BX1479
 BX1479  HISTORY     - Date     Condition        Report By
 BX1479  HISTORY     - 1949     MONUMENTED       CGS
 BX1479  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1479
 BX1479                          STATION DESCRIPTION
 BX1479
 BX1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1479'2.6 MI SW FROM CALVIN.
 BX1479'2.6 MILES SOUTHWEST ALONG AN ABANDONED ROAD FROM THE LOUISIANA AND
 BX1479'ARKANSAS RAILROAD STATION AT CALVIN, 0.1 MILE NORTHEAST OF A CATTLE
 BX1479'GUARD, 29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 16.0 FEET
 BX1479'EAST OF AN 8 INCH TRIANGULAR BLAZED PINE TREE, 1.6 FEET SOUTHWEST OF A
 BX1479'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BX1479'FOOT ABOVE THE GROUND.
 BX1479
 BX1479                          STATION RECOVERY (2001)
 BX1479
 BX1479'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1466 ***********************************************************************
 BX1466  DESIGNATION -  M 122
 BX1466  PID         -  BX1466
 BX1466  STATE/COUNTY-  LA/WINN
 BX1466  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1466
 BX1466                         *CURRENT SURVEY CONTROL
 BX1466  ___________________________________________________________________
 BX1466* NAD 83(1986)-  31 55 34.     (N)    092 38 15.     (W)     SCALED    
 BX1466* NAVD 88     -        45.23   (+/-2cm)     148.4    (feet)  VERTCON   
 BX1466  ___________________________________________________________________
 BX1466  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1466
 BX1466  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1466
 BX1466.The horizontal coordinates were scaled from a topographic map and have
 BX1466.an estimated accuracy of +/- 6 seconds.
 BX1466
 BX1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1466.The vertical order pertains to the NGVD 29 superseded value.
 BX1466
 BX1466.The geoid height was determined by GEOID03.
 BX1466
 BX1466;                    North         East    Units  Estimated Accuracy
 BX1466;SPC LA N     -   158,130.      987,000.      MT  (+/- 180 meters Scaled)
 BX1466
 BX1466                          SUPERSEDED SURVEY CONTROL
 BX1466
 BX1466  NGVD 29 (??/??/??)   45.259  (m)          148.49   (f) ADJUSTED    1 2
 BX1466
 BX1466.Superseded values are not recommended for survey control.
 BX1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1466.See file dsdata.txt to determine how the superseded data were derived.
 BX1466
 BX1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR342323(NAD 83)
 BX1466_MARKER: DB = BENCH MARK DISK
 BX1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1466_SP_SET: BUILDING
 BX1466_STAMPING: M 122 1949
 BX1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1466
 BX1466  HISTORY     - Date     Condition        Report By
 BX1466  HISTORY     - 1949     MONUMENTED       CGS
 BX1466  HISTORY     - 19981017 GOOD             USPSQD
 BX1466
 BX1466                          STATION DESCRIPTION
 BX1466
 BX1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1466'IN WINNFIELD.
 BX1466'AT WINNFIELD, AT THE POST OFFICE, SET VERTICALLY IN THE NORTH BRICK
 BX1466'WALL OF THE POST OFFICE, 2.0 FEET WEST OF THE NORTHEAST CORNER OF THE
 BX1466'BUILDING, 3.4 FEET ABOVE THE SIDEWALK.
 BX1466
 BX1466                          STATION RECOVERY (1998)
 BX1466
 BX1466'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0378 ***********************************************************************
 BX0378  DESIGNATION -  M 123
 BX0378  PID         -  BX0378
 BX0378  STATE/COUNTY-  LA/CALDWELL
 BX0378  USGS QUAD   -  HOLUM (1988)
 BX0378
 BX0378                         *CURRENT SURVEY CONTROL
 BX0378  ___________________________________________________________________
 BX0378* NAD 83(1986)-  31 59 47.     (N)    092 04 18.     (W)     SCALED    
 BX0378* NAVD 88     -        52.60   (+/-2cm)     172.6    (feet)  VERTCON   
 BX0378  ___________________________________________________________________
 BX0378  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0378
 BX0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0378
 BX0378.The horizontal coordinates were scaled from a topographic map and have
 BX0378.an estimated accuracy of +/- 6 seconds.
 BX0378
 BX0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0378.The vertical order pertains to the NGVD 29 superseded value.
 BX0378
 BX0378.The geoid height was determined by GEOID03.
 BX0378
 BX0378;                    North         East    Units  Estimated Accuracy
 BX0378;SPC LA N     -   165,990.    1,040,470.      MT  (+/- 180 meters Scaled)
 BX0378
 BX0378                          SUPERSEDED SURVEY CONTROL
 BX0378
 BX0378  NGVD 29 (??/??/??)   52.606  (m)          172.59   (f) ADJUSTED    2 0
 BX0378
 BX0378.Superseded values are not recommended for survey control.
 BX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0378.See file dsdata.txt to determine how the superseded data were derived.
 BX0378
 BX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR876404(NAD 83)
 BX0378_MARKER: DB = BENCH MARK DISK
 BX0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0378_STAMPING: M 123 1949
 BX0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0378+STABILITY: SURFACE MOTION
 BX0378
 BX0378  HISTORY     - Date     Condition        Report By
 BX0378  HISTORY     - 1949     MONUMENTED       CGS
 BX0378  HISTORY     - 1959     GOOD             CGS
 BX0378
 BX0378                          STATION DESCRIPTION
 BX0378
 BX0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX0378'0.9 MI NE FROM HOLUM.
 BX0378'LOCATED 0.25 MILES NORTH ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 BX0378'WITH STATE HIGHWAY 849 AT HOLUM, THENCE 0.65 MILE NORTHEAST ALONG
 BX0378'STATE HIGHWAY 849, ABOUT 100 YARDS NORTHEAST OF A FARMHOUSE, 59 FEET
 BX0378'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 68 FEET EAST OF A LARGE PECAN
 BX0378'TREE, 47 FEET WEST OF A POWER POLE, AND 1 FOOT SOUTH OF A METAL
 BX0378'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK SET IN THE
 BX0378'TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0436 ***********************************************************************
 BX0436  DESIGNATION -  M 124
 BX0436  PID         -  BX0436
 BX0436  STATE/COUNTY-  LA/CALDWELL
 BX0436  USGS QUAD   -  OLLA EAST (1984)
 BX0436
 BX0436                         *CURRENT SURVEY CONTROL
 BX0436  ___________________________________________________________________
 BX0436* NAD 83(1986)-  31 59 58.     (N)    092 09 22.     (W)     SCALED    
 BX0436* NAVD 88     -        55.35   (+/-2cm)     181.6    (feet)  VERTCON   
 BX0436  ___________________________________________________________________
 BX0436  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0436
 BX0436  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0436
 BX0436.The horizontal coordinates were scaled from a topographic map and have
 BX0436.an estimated accuracy of +/- 6 seconds.
 BX0436
 BX0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0436.The vertical order pertains to the NGVD 29 superseded value.
 BX0436
 BX0436.The geoid height was determined by GEOID03.
 BX0436
 BX0436;                    North         East    Units  Estimated Accuracy
 BX0436;SPC LA N     -   166,300.    1,032,490.      MT  (+/- 180 meters Scaled)
 BX0436
 BX0436                          SUPERSEDED SURVEY CONTROL
 BX0436
 BX0436  NGVD 29 (??/??/??)   55.370  (m)          181.66   (f) ADJUSTED    1 2
 BX0436
 BX0436.Superseded values are not recommended for survey control.
 BX0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0436.See file dsdata.txt to determine how the superseded data were derived.
 BX0436
 BX0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR797406(NAD 83)
 BX0436_MARKER: DB = BENCH MARK DISK
 BX0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0436_STAMPING: M 124 1949
 BX0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0436+STABILITY: SURFACE MOTION
 BX0436
 BX0436  HISTORY     - Date     Condition        Report By
 BX0436  HISTORY     - 1949     MONUMENTED       CGS
 BX0436  HISTORY     - 1965     GOOD             CGS
 BX0436
 BX0436                          STATION DESCRIPTION
 BX0436
 BX0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0436'2.55 MI NE FROM KELLY.
 BX0436'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0436'POST OFFICE AT KELLY, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED
 BX0436'ROAD, THENCE 0.6 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 27, T 12
 BX0436'N, R 3 E, ABOUT 0.35 MILE EAST OF A PIPELINE CROSSING, ABOUT 0.6 MILE
 BX0436'WEST OF THE JUNCTION OF U.S. HIGHWAY 165, 23 FEET NORTH OF THE CENTER
 BX0436'LINE OF THE ROAD, 7 FEET SOUTHEAST OF A 14-INCH OAK TREE BEARING A
 BX0436'TRIANGULAR BLAZE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2
 BX0436'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BX0436'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0510 ***********************************************************************
 BX0510  DESIGNATION -  M 125
 BX0510  PID         -  BX0510
 BX0510  STATE/COUNTY-  LA/LA SALLE
 BX0510  USGS QUAD   -  TULLOS (1984)
 BX0510
 BX0510                         *CURRENT SURVEY CONTROL
 BX0510  ___________________________________________________________________
 BX0510* NAD 83(1986)-  31 46 55.     (N)    092 16 56.     (W)     SCALED    
 BX0510* NAVD 88     -        43.41   (+/-2cm)     142.4    (feet)  VERTCON   
 BX0510  ___________________________________________________________________
 BX0510  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0510
 BX0510  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0510
 BX0510.The horizontal coordinates were scaled from a topographic map and have
 BX0510.an estimated accuracy of +/- 6 seconds.
 BX0510
 BX0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0510.The vertical order pertains to the NGVD 29 superseded value.
 BX0510
 BX0510.The geoid height was determined by GEOID03.
 BX0510
 BX0510;                    North         East    Units  Estimated Accuracy
 BX0510;SPC LA N     -   142,160.    1,020,630.      MT  (+/- 180 meters Scaled)
 BX0510
 BX0510                          SUPERSEDED SURVEY CONTROL
 BX0510
 BX0510  NGVD 29 (??/??/??)   43.422  (m)          142.46   (f) ADJUSTED    1 2
 BX0510
 BX0510.Superseded values are not recommended for survey control.
 BX0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0510.See file dsdata.txt to determine how the superseded data were derived.
 BX0510
 BX0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR679164(NAD 83)
 BX0510_MARKER: DB = BENCH MARK DISK
 BX0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0510_STAMPING: M 125 1965
 BX0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0510+STABILITY: SURFACE MOTION
 BX0510
 BX0510  HISTORY     - Date     Condition        Report By
 BX0510  HISTORY     - 1965     MONUMENTED       CGS
 BX0510  HISTORY     - 1965     GOOD             CGS
 BX0510
 BX0510                          STATION DESCRIPTION
 BX0510
 BX0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0510'4.3 MI SE FROM TULLOS.
 BX0510'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 125 FROM THE FIRST
 BX0510'BAPTIST CHURCH AT TULLOS, THENCE 3.9 MILES SOUTHEAST ALONG U.S HIGHWAY
 BX0510'84, IN SECTION 8, T 9 N, R 2 E, 61 FEET NORTHEAST OF THE CENTER LINE
 BX0510'OF THE HIGHWAY, 28 1/2 FEET EAST OF THE CENTER OF A METAL GATE, 131
 BX0510'1/2 FEET SOUTHEAST OF POWER POLE NUMBER 226, 10 1/2 FEET NORTHEAST OF
 BX0510'A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX0510'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0535 ***********************************************************************
 BX0535  DESIGNATION -  M 126
 BX0535  PID         -  BX0535
 BX0535  STATE/COUNTY-  LA/LA SALLE
 BX0535  USGS QUAD   -  JENA EAST (1985)
 BX0535
 BX0535                         *CURRENT SURVEY CONTROL
 BX0535  ___________________________________________________________________
 BX0535* NAD 83(1986)-  31 41 43.     (N)    092 04 06.     (W)     SCALED    
 BX0535* NAVD 88     -        49.12   (+/-2cm)     161.2    (feet)  VERTCON   
 BX0535  ___________________________________________________________________
 BX0535  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0535
 BX0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0535
 BX0535.The horizontal coordinates were scaled from a topographic map and have
 BX0535.an estimated accuracy of +/- 6 seconds.
 BX0535
 BX0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0535.The vertical order pertains to the NGVD 29 superseded value.
 BX0535
 BX0535.The geoid height was determined by GEOID03.
 BX0535
 BX0535;                    North         East    Units  Estimated Accuracy
 BX0535;SPC LA N     -   132,610.    1,040,920.      MT  (+/- 180 meters Scaled)
 BX0535
 BX0535                          SUPERSEDED SURVEY CONTROL
 BX0535
 BX0535  NGVD 29 (??/??/??)   49.117  (m)          161.14   (f) ADJUSTED    2 0
 BX0535
 BX0535.Superseded values are not recommended for survey control.
 BX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0535.See file dsdata.txt to determine how the superseded data were derived.
 BX0535
 BX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR882070(NAD 83)
 BX0535_MARKER: DB = BENCH MARK DISK
 BX0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0535_STAMPING: M 126 1950
 BX0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0535+STABILITY: SURFACE MOTION
 BX0535
 BX0535  HISTORY     - Date     Condition        Report By
 BX0535  HISTORY     - 1950     MONUMENTED       CGS
 BX0535
 BX0535                          STATION DESCRIPTION
 BX0535
 BX0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0535'4.05 MI NE FROM JENA.
 BX0535'0.25 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE JENA GRADE SCHOOL AT
 BX0535'JENA, THENCE 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 1011, 78.0 FEET
 BX0535'SOUTHWEST OF THE SOUTH END OF THE MOST WESTERLY ONE OF TWO IRON PIPE
 BX0535'CULVERTS, 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 9.0 FEET
 BX0535'EAST OF THE CENTER OF A GATE, 1.6 FEET NORTH OF A FENCE, 2.6 FEET WEST
 BX0535'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX0535'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0821 ***********************************************************************
 CQ0821  DESIGNATION -  M 127 RESET 1971
 CQ0821  PID         -  CQ0821
 CQ0821  STATE/COUNTY-  LA/CALDWELL
 CQ0821  USGS QUAD   -  CLARKS (1989)
 CQ0821
 CQ0821                         *CURRENT SURVEY CONTROL
 CQ0821  ___________________________________________________________________
 CQ0821* NAD 83(1986)-  32 03 05.     (N)    092 07 39.     (W)     SCALED    
 CQ0821* NAVD 88     -        58.00   (+/-2cm)     190.3    (feet)  VERTCON   
 CQ0821  ___________________________________________________________________
 CQ0821  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ0821
 CQ0821  VERT ORDER  -  THIRD (See Below)
 CQ0821
 CQ0821.The horizontal coordinates were scaled from a topographic map and have
 CQ0821.an estimated accuracy of +/- 6 seconds.
 CQ0821
 CQ0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0821.The vertical order pertains to the NGVD 29 superseded value.
 CQ0821
 CQ0821.The geoid height was determined by GEOID03.
 CQ0821
 CQ0821;                    North         East    Units  Estimated Accuracy
 CQ0821;SPC LA N     -   172,070.    1,035,180.      MT  (+/- 180 meters Scaled)
 CQ0821
 CQ0821                          SUPERSEDED SURVEY CONTROL
 CQ0821
 CQ0821  NGVD 29 (??/??/??)   58.02   (m)          190.4    (f) RESET       3  
 CQ0821
 CQ0821.Superseded values are not recommended for survey control.
 CQ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0821.See file dsdata.txt to determine how the superseded data were derived.
 CQ0821
 CQ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR823464(NAD 83)
 CQ0821_MARKER: DB = BENCH MARK DISK
 CQ0821_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ0821+WITH SETTING: INTO GROUND
 CQ0821_STAMPING: M 127 RESET 1971
 CQ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0821+STABILITY: SURFACE MOTION
 CQ0821
 CQ0821  HISTORY     - Date     Condition        Report By
 CQ0821  HISTORY     - 1971     MONUMENTED       NGS
 CQ0821  HISTORY     - 1985     GOOD             LADTD
 CQ0821
 CQ0821                          STATION DESCRIPTION
 CQ0821
 CQ0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0821'1.15 MI W FROM GRAYSON.
 CQ0821'ABOUT 1.15 MILES WEST ALONG STATE HIGHWAY 126 FROM ITS INTERSECTION
 CQ0821'WITH U.S. HIGHWAY 165 AT GRAYSON, 0.1 MILE WEST OF THE JUNCTION WITH
 CQ0821'STATE HIGHWAY 845, AT THE TOP OF A HILL, AT A POINT 62 FEET WEST OF
 CQ0821'WHERE THE SOUTHERN GAS CO, PIPE LINE PASSES UNDER THE HIGHWAY, 107
 CQ0821'FEET EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE ON THE
 CQ0821'NORTH SIDE OF THE ROAD, 77 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 CQ0821'OF A YARD FENCE, 56 FEET NORTH OF THE CENTERLINE OF THE HIGHWAYS, 3
 CQ0821'FEET WEST OF A POWER POLE WITH A TRANSFORMER, 80 FEET EAST-SOUTHEAST
 CQ0821'OF A POWER POLE IN THE SOUTHEAST CORNER OF THE YARD AND 1 FOOT EAST OF
 CQ0821'A METAL WITNESS POST.  IT IS A BENCH MARK DISK STAMPED M 127 RESET
 CQ0821'1971 CRIMPED ON THE TOP OF A FOUR FOOT SECTION OF A 5/8 INCH COPPER
 CQ0821'WELD ROD FASTENED TO A 10-INCH SQUARE IRON PLATE ENCASED IN A 4-INCH
 CQ0821'ORANGEBURG PIPE.
 CQ0821
 CQ0821                          STATION RECOVERY (1985)
 CQ0821
 CQ0821'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0841 ***********************************************************************
 CQ0841  DESIGNATION -  M 129
 CQ0841  PID         -  CQ0841
 CQ0841  STATE/COUNTY-  LA/CALDWELL
 CQ0841  USGS QUAD   -  COTTON PLANT (1989)
 CQ0841
 CQ0841                         *CURRENT SURVEY CONTROL
 CQ0841  ___________________________________________________________________
 CQ0841* NAD 83(1986)-  32 05 48.     (N)    092 15 32.     (W)     SCALED    
 CQ0841* NAVD 88     -        61.44   (+/-2cm)     201.6    (feet)  VERTCON   
 CQ0841  ___________________________________________________________________
 CQ0841  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0841
 CQ0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0841
 CQ0841.The horizontal coordinates were scaled from a topographic map and have
 CQ0841.an estimated accuracy of +/- 6 seconds.
 CQ0841
 CQ0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0841.The vertical order pertains to the NGVD 29 superseded value.
 CQ0841
 CQ0841.The geoid height was determined by GEOID03.
 CQ0841
 CQ0841;                    North         East    Units  Estimated Accuracy
 CQ0841;SPC LA N     -   177,060.    1,022,760.      MT  (+/- 180 meters Scaled)
 CQ0841
 CQ0841                          SUPERSEDED SURVEY CONTROL
 CQ0841
 CQ0841  NGVD 29 (??/??/??)   61.459  (m)          201.64   (f) ADJUSTED    2 0
 CQ0841
 CQ0841.Superseded values are not recommended for survey control.
 CQ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0841.See file dsdata.txt to determine how the superseded data were derived.
 CQ0841
 CQ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR699513(NAD 83)
 CQ0841_MARKER: DB = BENCH MARK DISK
 CQ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0841_STAMPING: M 129 1950
 CQ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0841+STABILITY: SURFACE MOTION
 CQ0841
 CQ0841  HISTORY     - Date     Condition        Report By
 CQ0841  HISTORY     - 1950     MONUMENTED       CGS
 CQ0841
 CQ0841                          STATION DESCRIPTION
 CQ0841
 CQ0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0841'11.0 MI NW FROM GRAYSON.
 CQ0841'6.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 110 FROM THE POST OFFICE
 CQ0841'AT GRAYSON, THENCE 2.1 MILES WEST ALONG A PARISH ROAD, THENCE 2.2
 CQ0841'MILES NORTHWEST ALONG A PARISH ROAD.  0.7 MILES SOUTHEAST OF STATE
 CQ0841'HIGHWAY NO. 110, ON THE SIDE OF A HILL SLOPING DOWN TO THE NORTHWEST,
 CQ0841'31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH OF THE
 CQ0841'CENTER LINE OF A FAINT WOODS ROAD LEADING EAST INTO THE WOODS, 14 FEET
 CQ0841'SOUTHEAST OF A 12-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTHWEST
 CQ0841'SIDE OF THE TREE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 CQ0841'OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.2 FOOT ABOVE
 CQ0841'THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.1 MILE EAST ALONG
 CQ0841'STATE HIGHWAY NO. 110, THENCE 0.7 MILE SOUTHEAST ALONG A PARISH ROAD
 CQ0841'FROM BENCH MARK Z 127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0405 ***********************************************************************
 BX0405  DESIGNATION -  M 131
 BX0405  PID         -  BX0405
 BX0405  STATE/COUNTY-  LA/LA SALLE
 BX0405  USGS QUAD   -  SUMMERVILLE (1984)
 BX0405
 BX0405                         *CURRENT SURVEY CONTROL
 BX0405  ___________________________________________________________________
 BX0405* NAD 83(1986)-  31 48 57.     (N)    092 08 08.     (W)     SCALED    
 BX0405* NAVD 88     -        61.69   (+/-2cm)     202.4    (feet)  VERTCON   
 BX0405  ___________________________________________________________________
 BX0405  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0405
 BX0405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0405
 BX0405.The horizontal coordinates were scaled from a topographic map and have
 BX0405.an estimated accuracy of +/- 6 seconds.
 BX0405
 BX0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0405.The vertical order pertains to the NGVD 29 superseded value.
 BX0405
 BX0405.The geoid height was determined by GEOID03.
 BX0405
 BX0405;                    North         East    Units  Estimated Accuracy
 BX0405;SPC LA N     -   145,950.    1,034,500.      MT  (+/- 180 meters Scaled)
 BX0405
 BX0405                          SUPERSEDED SURVEY CONTROL
 BX0405
 BX0405  NGVD 29 (??/??/??)   61.690  (m)          202.39   (f) ADJUSTED    2 0
 BX0405
 BX0405.Superseded values are not recommended for survey control.
 BX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0405.See file dsdata.txt to determine how the superseded data were derived.
 BX0405
 BX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR818203(NAD 83)
 BX0405_MARKER: DB = BENCH MARK DISK
 BX0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0405_STAMPING: M 131 1950
 BX0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0405+STABILITY: SURFACE MOTION
 BX0405
 BX0405  HISTORY     - Date     Condition        Report By
 BX0405  HISTORY     - 1950     MONUMENTED       CGS
 BX0405  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0405
 BX0405                          STATION DESCRIPTION
 BX0405
 BX0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0405'10.15 MI N FROM JENA.
 BX0405'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0405'JENA, THENCE 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 112, THENCE 0.7
 BX0405'MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHEAST ALONG A
 BX0405'GRAVELED ROAD, THENCE 1.0 MILE NORTHWEST ALONG A DIRT ROAD.  30 FEET
 BX0405'NORTHEAST OF THE CENTER LINE OF THE ROAD, 41 FEET NORTH OF A 16 INCH
 BX0405'TRIANGULAR BLAZED PINE TREE, 20 FEET WEST OF AN 18 INCH TRIANGULAR
 BX0405'BLAZED OAK TREE, 8 FEET EAST OF A 12 INCH TRIANGULAR BLAZED PINE TREE,
 BX0405'2.0 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX0405'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX0405
 BX0405                          STATION RECOVERY (1981)
 BX0405
 BX0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1773 ***********************************************************************
 BW1773  DESIGNATION -  M 132
 BW1773  PID         -  BW1773
 BW1773  STATE/COUNTY-  LA/CATAHOULA
 BW1773  USGS QUAD   -  AIMWELL (1984)
 BW1773
 BW1773                         *CURRENT SURVEY CONTROL
 BW1773  ___________________________________________________________________
 BW1773* NAD 83(1986)-  31 46 20.     (N)    091 56 42.     (W)     SCALED    
 BW1773* NAVD 88     -        33.81   (+/-2cm)     110.9    (feet)  VERTCON   
 BW1773  ___________________________________________________________________
 BW1773  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BW1773
 BW1773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1773
 BW1773.The horizontal coordinates were scaled from a topographic map and have
 BW1773.an estimated accuracy of +/- 6 seconds.
 BW1773
 BW1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1773.The vertical order pertains to the NGVD 29 superseded value.
 BW1773
 BW1773.The geoid height was determined by GEOID03.
 BW1773
 BW1773;                    North         East    Units  Estimated Accuracy
 BW1773;SPC LA N     -   141,190.    1,052,570.      MT  (+/- 180 meters Scaled)
 BW1773
 BW1773                          SUPERSEDED SURVEY CONTROL
 BW1773
 BW1773  NGVD 29 (??/??/92)   33.812  (m)          110.93   (f) ADJ UNCH    2 0
 BW1773
 BW1773.Superseded values are not recommended for survey control.
 BW1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1773.See file dsdata.txt to determine how the superseded data were derived.
 BW1773
 BW1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR998156(NAD 83)
 BW1773_MARKER: DB = BENCH MARK DISK
 BW1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1773_STAMPING: M 132 1950
 BW1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1773+STABILITY: SURFACE MOTION
 BW1773
 BW1773  HISTORY     - Date     Condition        Report By
 BW1773  HISTORY     - 1950     MONUMENTED       CGS
 BW1773  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1773
 BW1773                          STATION DESCRIPTION
 BW1773
 BW1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1773'3.25 MI SE FROM AIMWELL.
 BW1773'1.05 MILES EAST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BW1773'AIMWELL, THENCE 1.2 MILES SOUTHEAST ALONG AN ABANDONED ROAD, THENCE
 BW1773'1.0 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD.  0.1 MILE NORTHWEST
 BW1773'OF A WOODEN BRIDGE, 400 FEET NORTH OF A FARMHOUSE WHICH IS ON THE
 BW1773'SOUTHWEST SIDE OF THE ROAD, 40 FEET NORTHEAST OF THE CENTER LINE OF
 BW1773'THE ROAD, 26 FEET SOUTH OF A 20 INCH TRIANGULAR BLAZED PINE TREE, 21
 BW1773'FEET WEST OF THE CENTER LINE OF A SIDE ROAD LEADING NORTH, 1.4 FEET
 BW1773'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1773'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.8 MILE
 BW1773'NORTHWEST OF BENCH MARK L 132.
 BW1773
 BW1773                          STATION RECOVERY (1981)
 BW1773
 BW1773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0301 ***********************************************************************
 BX0301  DESIGNATION -  M 137
 BX0301  PID         -  BX0301
 BX0301  STATE/COUNTY-  LA/CALDWELL
 BX0301  USGS QUAD   -  OLLA WEST (1984)
 BX0301
 BX0301                         *CURRENT SURVEY CONTROL
 BX0301  ___________________________________________________________________
 BX0301* NAD 83(1986)-  31 58 34.     (N)    092 18 29.     (W)     SCALED    
 BX0301* NAVD 88     -        37.29   (+/-2cm)     122.3    (feet)  VERTCON   
 BX0301  ___________________________________________________________________
 BX0301  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BX0301
 BX0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0301
 BX0301.The horizontal coordinates were scaled from a topographic map and have
 BX0301.an estimated accuracy of +/- 6 seconds.
 BX0301
 BX0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0301.The vertical order pertains to the NGVD 29 superseded value.
 BX0301
 BX0301.The geoid height was determined by GEOID03.
 BX0301
 BX0301;                    North         East    Units  Estimated Accuracy
 BX0301;SPC LA N     -   163,680.    1,018,140.      MT  (+/- 180 meters Scaled)
 BX0301
 BX0301                          SUPERSEDED SURVEY CONTROL
 BX0301
 BX0301  NGVD 29 (??/??/??)   37.310  (m)          122.41   (f) ADJUSTED    2 0
 BX0301
 BX0301.Superseded values are not recommended for survey control.
 BX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0301.See file dsdata.txt to determine how the superseded data were derived.
 BX0301
 BX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR653379(NAD 83)
 BX0301_MARKER: DB = BENCH MARK DISK
 BX0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0301_STAMPING: M 137 1950
 BX0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0301+STABILITY: SURFACE MOTION
 BX0301
 BX0301  HISTORY     - Date     Condition        Report By
 BX0301  HISTORY     - 1950     MONUMENTED       CGS
 BX0301
 BX0301                          STATION DESCRIPTION
 BX0301
 BX0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0301'8.6 MI NW FROM OLLA.
 BX0301'5.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 BX0301'PACIFIC RAILROAD STATION AT OLLA, THENCE 0.5 MILE SOUTHWEST ALONG A
 BX0301'WOODS ROAD, THENCE 2.2 MILES NORTHWEST ALONG AN ABANDONED ROAD, AT A
 BX0301'Y-JUNCTION OF ROADS, 46 FEET SOUTHEAST OF A 24-INCH PINE WITH A
 BX0301'TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, 37 FEET SOUTH OF A
 BX0301'30-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE
 BX0301'TREE, 20 FEET EAST OF THE CENTER LINE OF A SIDE ROAD LEADING SOUTH, 18
 BX0301'FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 1.7
 BX0301'FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BX0301'AT A DEPTH OF 3 FEET AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1732 ***********************************************************************
 BW1732  DESIGNATION -  M 138
 BW1732  PID         -  BW1732
 BW1732  STATE/COUNTY-  LA/CATAHOULA
 BW1732  USGS QUAD   -  AIMWELL (1984)
 BW1732
 BW1732                         *CURRENT SURVEY CONTROL
 BW1732  ___________________________________________________________________
 BW1732* NAD 83(1986)-  31 50 37.     (N)    091 57 17.     (W)     SCALED    
 BW1732* NAVD 88     -        50.89   (+/-2cm)     167.0    (feet)  VERTCON   
 BW1732  ___________________________________________________________________
 BW1732  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BW1732
 BW1732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1732
 BW1732.The horizontal coordinates were scaled from a topographic map and have
 BW1732.an estimated accuracy of +/- 6 seconds.
 BW1732
 BW1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1732.The vertical order pertains to the NGVD 29 superseded value.
 BW1732
 BW1732.The geoid height was determined by GEOID03.
 BW1732
 BW1732;                    North         East    Units  Estimated Accuracy
 BW1732;SPC LA N     -   149,100.    1,051,610.      MT  (+/- 180 meters Scaled)
 BW1732
 BW1732                          SUPERSEDED SURVEY CONTROL
 BW1732
 BW1732  NGVD 29 (??/??/92)   50.889  (m)          166.96   (f) ADJ UNCH    2 0
 BW1732
 BW1732.Superseded values are not recommended for survey control.
 BW1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1732.See file dsdata.txt to determine how the superseded data were derived.
 BW1732
 BW1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR989235(NAD 83)
 BW1732_MARKER: DB = BENCH MARK DISK
 BW1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1732_STAMPING: M 138 1950
 BW1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1732+STABILITY: SURFACE MOTION
 BW1732
 BW1732  HISTORY     - Date     Condition        Report By
 BW1732  HISTORY     - 1950     MONUMENTED       CGS
 BW1732  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1732
 BW1732                          STATION DESCRIPTION
 BW1732
 BW1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1732'8.8 MI SE FROM ROSEFIELD.
 BW1732'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BW1732'ROSEFIELD, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BW1732'1.2 MILES SOUTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.9 MILES SOUTH
 BW1732'ALONG A WINDING DIRT ROAD, THENCE 2.8 MILES EAST ALONG A WINDING DIRT
 BW1732'ROAD, THENCE 0.9 MILE NORTHEAST ALONG A WINDING DIRT ROAD.  AT THE
 BW1732'FOOT OF A HILL WHICH SLOPES TO THE NORTHEAST, 25 FEET NORTHWEST OF THE
 BW1732'CENTER LINE OF THE ROAD, 7 FEET NORTHEAST OF A 10 INCH TRIANGULAR
 BW1732'BLAZED PINE TREE, 1.7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 BW1732'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. NOTE--
 BW1732'THIS MARK IS 0.8 MILE SOUTHWEST OF BENCH MARK F 138.
 BW1732
 BW1732                          STATION RECOVERY (1981)
 BW1732
 BW1732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0292 ***********************************************************************
 BX0292  DESIGNATION -  M 139
 BX0292  PID         -  BX0292
 BX0292  STATE/COUNTY-  LA/WINN
 BX0292  USGS QUAD   -  OLLA WEST (1984)
 BX0292
 BX0292                         *CURRENT SURVEY CONTROL
 BX0292  ___________________________________________________________________
 BX0292* NAD 83(1986)-  31 55 03.     (N)    092 19 38.     (W)     SCALED    
 BX0292* NAVD 88     -        49.76   (+/-2cm)     163.3    (feet)  VERTCON   
 BX0292  ___________________________________________________________________
 BX0292  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0292
 BX0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0292
 BX0292.The horizontal coordinates were scaled from a topographic map and have
 BX0292.an estimated accuracy of +/- 6 seconds.
 BX0292
 BX0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0292.The vertical order pertains to the NGVD 29 superseded value.
 BX0292
 BX0292.The geoid height was determined by GEOID03.
 BX0292
 BX0292;                    North         East    Units  Estimated Accuracy
 BX0292;SPC LA N     -   157,180.    1,016,340.      MT  (+/- 180 meters Scaled)
 BX0292
 BX0292                          SUPERSEDED SURVEY CONTROL
 BX0292
 BX0292  NGVD 29 (??/??/??)   49.780  (m)          163.32   (f) ADJUSTED    2 0
 BX0292
 BX0292.Superseded values are not recommended for survey control.
 BX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0292.See file dsdata.txt to determine how the superseded data were derived.
 BX0292
 BX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR636314(NAD 83)
 BX0292_MARKER: DB = BENCH MARK DISK
 BX0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0292_STAMPING: M 139 1950
 BX0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0292+STABILITY: SURFACE MOTION
 BX0292
 BX0292  HISTORY     - Date     Condition        Report By
 BX0292  HISTORY     - 1950     MONUMENTED       CGS
 BX0292
 BX0292                          STATION DESCRIPTION
 BX0292
 BX0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0292'6.0 MI NW FROM OLLA.
 BX0292'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI PACIFIC
 BX0292'RAILROAD STATION AT OLLA, THENCE 4.7 MILES NORTHWEST ALONG STATE
 BX0292'HIGHWAY 6.  ON THE SIDE OF A HILL SLOPING DOWN TO THE NORTH, 122 FEET
 BX0292'NORTHEAST OF THE NORTHEAST CORNER OF THE J.W. BOYD FARMHOUSE, 106 FEET
 BX0292'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTH OF THE CENTER
 BX0292'LINE OF A PRIVATE DRIVE WHICH LEADS WEST TO THE FARMHOUSE, 5 FEET
 BX0292'SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A
 BX0292'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BX0292'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1719 ***********************************************************************
 CQ1719  DESIGNATION -  M 140
 CQ1719  PID         -  CQ1719
 CQ1719  STATE/COUNTY-  LA/DE SOTO
 CQ1719  USGS QUAD   -  KEATCHIE (1972)
 CQ1719
 CQ1719                         *CURRENT SURVEY CONTROL
 CQ1719  ___________________________________________________________________
 CQ1719* NAD 83(1986)-  32 08 23.     (N)    093 55 58.     (W)     SCALED    
 CQ1719* NAVD 88     -        94.752  (meters)     310.87   (feet)  ADJUSTED  
 CQ1719  ___________________________________________________________________
 CQ1719  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1719  DYNAMIC HT  -          94.643 (meters)     310.51  (feet)  COMP
 CQ1719  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CQ1719
 CQ1719  VERT ORDER  -  FIRST     CLASS II
 CQ1719
 CQ1719.The horizontal coordinates were scaled from a topographic map and have
 CQ1719.an estimated accuracy of +/- 6 seconds.
 CQ1719
 CQ1719.The orthometric height was determined by differential leveling
 CQ1719.and adjusted by the National Geodetic Survey in June 1991..
 CQ1719.WARNING-Repeat measurements at this control monument indicate possible
 CQ1719.vertical movement.
 CQ1719
 CQ1719.The geoid height was determined by GEOID03.
 CQ1719
 CQ1719.The dynamic height is computed by dividing the NAVD 88
 CQ1719.geopotential number by the normal gravity value computed on the
 CQ1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1719.degrees latitude (g = 980.6199 gals.).
 CQ1719
 CQ1719.The modeled gravity was interpolated from observed gravity values.
 CQ1719
 CQ1719;                    North         East    Units  Estimated Accuracy
 CQ1719;SPC LA N     -   182,700.      864,830.      MT  (+/- 180 meters Scaled)
 CQ1719
 CQ1719                          SUPERSEDED SURVEY CONTROL
 CQ1719
 CQ1719  NGVD 29 (??/??/??)   94.816  (m)          311.08   (f) ADJUSTED    1 2
 CQ1719
 CQ1719.Superseded values are not recommended for survey control.
 CQ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1719.See file dsdata.txt to determine how the superseded data were derived.
 CQ1719
 CQ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR120563(NAD 83)
 CQ1719_MARKER: DB = BENCH MARK DISK
 CQ1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1719_STAMPING: M 140 1952
 CQ1719_PROJECTION: PROJECTING 25 CENTIMETERS
 CQ1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1719+STABILITY: SURFACE MOTION
 CQ1719
 CQ1719  HISTORY     - Date     Condition        Report By
 CQ1719  HISTORY     - 1952     MONUMENTED       CGS
 CQ1719  HISTORY     - 1979     GOOD             NGS
 CQ1719  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ1719
 CQ1719                          STATION DESCRIPTION
 CQ1719
 CQ1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1719'2.95 MI NE FROM LONGSTREET.
 CQ1719'2.95 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE TEXAS AND NEW
 CQ1719'ORLEANS RAILROAD STATION AT LONGSTREET, 0.1 MILE SOUTHWEST OF A
 CQ1719'GRAVELED ROAD CROSSING OF THE TEXAS AND NEW ORLEANS, 48 FEET NORTHWEST
 CQ1719'OF THE NORTHWEST RAIL. 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CQ1719'HIGHWAY, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 CQ1719'SOUTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 3 FEET NORTHEAST
 CQ1719'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CQ1719'0.8 FOOT ABOVE THE GROUND.
 CQ1719
 CQ1719                          STATION RECOVERY (1979)
 CQ1719
 CQ1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1719'NOTE-CONCRETE POST IS SLIGHTLY TILTED.
 CQ1719'OMIT-2.95 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE TEXAS
 CQ1719'AND NEW ORLEANS RAILROAD STATION AT LONGSTREET.
 CQ1719'ADD-2.9 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 CQ1719'LONGSTREET, 20.0 FT. SOUTH OF A 20-INCH PINE TREE, 3.0 FT. SOUTH
 CQ1719'OF A RIGHT-OF-WAY MARKER.
 CQ1719
 CQ1719                          STATION RECOVERY (1996)
 CQ1719
 CQ1719'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0328 ***********************************************************************
 BX0328  DESIGNATION -  M 142 RESET 1960
 BX0328  PID         -  BX0328
 BX0328  STATE/COUNTY-  LA/LA SALLE
 BX0328  USGS QUAD   -  TULLOS (1984)
 BX0328
 BX0328                         *CURRENT SURVEY CONTROL
 BX0328  ___________________________________________________________________
 BX0328* NAD 83(1986)-  31 49 34.     (N)    092 19 40.     (W)     SCALED    
 BX0328* NAVD 88     -        43.79   (+/-2cm)     143.7    (feet)  VERTCON   
 BX0328  ___________________________________________________________________
 BX0328  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0328
 BX0328  VERT ORDER  -  THIRD (See Below)
 BX0328
 BX0328.The horizontal coordinates were scaled from a topographic map and have
 BX0328.an estimated accuracy of +/- 6 seconds.
 BX0328
 BX0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0328.The vertical order pertains to the NGVD 29 superseded value.
 BX0328
 BX0328.The geoid height was determined by GEOID03.
 BX0328
 BX0328;                    North         East    Units  Estimated Accuracy
 BX0328;SPC LA N     -   147,050.    1,016,300.      MT  (+/- 180 meters Scaled)
 BX0328
 BX0328                          SUPERSEDED SURVEY CONTROL
 BX0328
 BX0328  NGVD 29 (??/??/??)   43.80   (m)          143.7    (f) RESET       3  
 BX0328
 BX0328.Superseded values are not recommended for survey control.
 BX0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0328.See file dsdata.txt to determine how the superseded data were derived.
 BX0328
 BX0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR636213(NAD 83)
 BX0328_MARKER: DB = BENCH MARK DISK
 BX0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0328_SP_SET: ABUTMENT
 BX0328_STAMPING: M 142 RESET 1960
 BX0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0328+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BX0328
 BX0328  HISTORY     - Date     Condition        Report By
 BX0328  HISTORY     - 1960     MONUMENTED       CGS
 BX0328  HISTORY     - 1961     GOOD             CGS
 BX0328  HISTORY     - 20041116 GOOD             USPSQD
 BX0328
 BX0328                          STATION DESCRIPTION
 BX0328
 BX0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0328'0.35 MI NW FROM TULLOS.
 BX0328'THE MARK IS LOCATED 0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE
 BX0328'INTERSECTION OF U.S. HIGHWAY 84 AND OLD U.S. HIGHWAY 165 AT TULLOS,
 BX0328'18.6 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 1 FOOT BELOW THE LEVEL
 BX0328'OF THE ROAD, AND SET IN THE CONCRETE ABUTMENT OF THE SOUTHEAST CORNER
 BX0328'OF THE OVER PASS OVER THE MISSOURI PACIFIC RAILROAD.
 BX0328
 BX0328                          STATION RECOVERY (2004)
 BX0328
 BX0328'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1124 ***********************************************************************
 BX1124  DESIGNATION -  M 15
 BX1124  PID         -  BX1124
 BX1124  STATE/COUNTY-  LA/RAPIDES
 BX1124  USGS QUAD   -  FOREST HILL (1993)
 BX1124
 BX1124                         *CURRENT SURVEY CONTROL
 BX1124  ___________________________________________________________________
 BX1124* NAD 83(1986)-  31 04 49.     (N)    092 31 06.     (W)     SCALED    
 BX1124* NAVD 88     -        54.613  (meters)     179.18   (feet)  ADJUSTED  
 BX1124  ___________________________________________________________________
 BX1124  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX1124  DYNAMIC HT  -          54.544 (meters)     178.95  (feet)  COMP
 BX1124  MODELED GRAV-     979,386.4   (mgal)                       NAVD 88
 BX1124
 BX1124  VERT ORDER  -  FIRST     CLASS I
 BX1124
 BX1124.The horizontal coordinates were scaled from a topographic map and have
 BX1124.an estimated accuracy of +/- 6 seconds.
 BX1124
 BX1124.The orthometric height was determined by differential leveling
 BX1124.and adjusted by the National Geodetic Survey in February 1994..
 BX1124
 BX1124.The geoid height was determined by GEOID03.
 BX1124
 BX1124.The dynamic height is computed by dividing the NAVD 88
 BX1124.geopotential number by the normal gravity value computed on the
 BX1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1124.degrees latitude (g = 980.6199 gals.).
 BX1124
 BX1124.The modeled gravity was interpolated from observed gravity values.
 BX1124
 BX1124;                    North         East    Units  Estimated Accuracy
 BX1124;SPC LA N     -    64,340.      998,250.      MT  (+/- 180 meters Scaled)
 BX1124
 BX1124                          SUPERSEDED SURVEY CONTROL
 BX1124
 BX1124  NAVD 88 (06/15/91)   54.608  (m)          179.16   (f) UNKNOWN     1 1
 BX1124  NGVD 29 (??/??/??)   54.594  (m)          179.11   (f) ADJUSTED    1 1
 BX1124
 BX1124.Superseded values are not recommended for survey control.
 BX1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1124.See file dsdata.txt to determine how the superseded data were derived.
 BX1124
 BX1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ459385(NAD 83)
 BX1124_MARKER: DB = BENCH MARK DISK
 BX1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1124_STAMPING: M 15 1934
 BX1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1124+STABILITY: SURFACE MOTION
 BX1124
 BX1124  HISTORY     - Date     Condition        Report By
 BX1124  HISTORY     - 1934     MONUMENTED       CGS
 BX1124  HISTORY     - 1970     GOOD             NGS
 BX1124  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1124
 BX1124                          STATION DESCRIPTION
 BX1124
 BX1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1124'2.7 MI N FROM FOREST HILL.
 BX1124'ABOUT 2.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1124'POST OFFICE AT FOREST HILL, OR ABOUT 0.15 MILE EAST ALONG A PAVED ROAD
 BX1124'FROM THE POST OFFICE AT WOODWORTH, THENCE 4.75 MILES SOUTH ALONG THE
 BX1124'MISSOURI PACIFIC RAILROAD, 0.5 MILE NORTH OF THE JUNCTION OF U.S.
 BX1124'HIGHWAY 165 AND STATE HIGHWAY 112, 0.1 MILE NORTH OF THE BRINGHURST
 BX1124'STATION SIGN WHICH IS AT A CROSSING OF THE RAILROAD AND A ROAD, 46
 BX1124'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 71 FEET EAST OF THE
 BX1124'CENTER LINE OF U.S. HIGHWAY 165, 22 1/2 FEET WEST OF THE WEST RAIL OF
 BX1124'A SIDETRACK, 0.6 FOOT EAST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE
 BX1124'THE LEVEL OF THE HIGHWAY, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK,
 BX1124'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE
 BX1124'THE SURFACE OF THE GROUND.  SEC 12, T 1N, R 2W.
 BX1124
 BX1124                          STATION RECOVERY (1999)
 BX1124
 BX1124'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3211 ***********************************************************************
 BK3211  DESIGNATION -  M 16
 BK3211  PID         -  BK3211
 BK3211  STATE/COUNTY-  LA/CALCASIEU
 BK3211  USGS QUAD   -  ORANGE (1996)
 BK3211
 BK3211                         *CURRENT SURVEY CONTROL
 BK3211  ___________________________________________________________________
 BK3211* NAD 83(1992)-  30 03 28.13139(N)    093 41 47.57239(W)     ADJUSTED  
 BK3211* NAVD 88     -         1.15   (+/-2cm)       3.8    (feet)  VERTCON   
 BK3211  ___________________________________________________________________
 BK3211  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3211  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3211
 BK3211  HORZ ORDER  -  SECOND
 BK3211  VERT ORDER  -  THIRD ? (See Below)
 BK3211
 BK3211.The horizontal coordinates were established by classical geodetic methods
 BK3211.and adjusted by the National Geodetic Survey in February 1996..
 BK3211
 BK3211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3211.The vertical order pertains to the NGVD 29 superseded value.
 BK3211
 BK3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3211
 BK3211.The geoid height was determined by GEOID03.
 BK3211
 BK3211;                    North         East     Units Scale Factor Converg.
 BK3211;SPC LA S     -   175,024.457   772,147.466   MT  0.99992624   -1 10 53.9
 BK3211;SPC LA S     -   574,226.07  2,533,287.14   sFT  0.99992624   -1 10 53.9
 BK3211;SPC TX C     - 3,062,448.063 1,339,618.014   MT  1.00001623   +3 25 06.0
 BK3211;SPC TX C     -10,047,381.69  4,395,063.43   sFT  1.00001623   +3 25 06.0
 BK3211;UTM  15      - 3,325,396.097   432,857.713   MT  0.99965562   -0 20 56.0
 BK3211
 BK3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3211!SPC LA S     -   1.00000412  x   0.99992624  =   0.99993036
 BK3211!SPC TX C     -   1.00000412  x   1.00001623  =   1.00002035
 BK3211!UTM  15      -   1.00000412  x   0.99965562  =   0.99965974
 BK3211
 BK3211                          SUPERSEDED SURVEY CONTROL
 BK3211
 BK3211  NAD 83(1992)-  30 03 28.13138(N)    093 41 47.57252(W) AD(       ) 2
 BK3211  NAD 83(1986)-  30 03 28.15247(N)    093 41 47.56013(W) AD(       ) 2
 BK3211  NAD 27      -  30 03 27.39500(N)    093 41 46.96800(W) AD(       ) 2
 BK3211  NGVD 29 (07/19/86)    1.10   (m)            3.6    (f) LEVELING    3  
 BK3211
 BK3211.Superseded values are not recommended for survey control.
 BK3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3211.See file dsdata.txt to determine how the superseded data were derived.
 BK3211
 BK3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3285825396(NAD 83)
 BK3211_MARKER: I = METAL ROD
 BK3211_SETTING: 0 = UNSPECIFIED SETTING
 BK3211
 BK3211  HISTORY     - Date     Condition        Report By
 BK3211  HISTORY     - 1933     MONUMENTED       USE
 BK3211  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3211
 BK3211                          STATION DESCRIPTION
 BK3211
 BK3211'DESCRIBED BY US ENGINEERS 1933
 BK3211'STATION IS LOCATED ON THE HIGH SPOIL BANK ON THE S BANK OF
 BK3211'THE LAKE CHARLES DEEP WATER CANAL.
 BK3211'
 BK3211'REFERENCE MARK NO. 2 IS BENCH MARK NO. 16 USE, A 1-INCH
 BK3211'GALVANIZED-IRON PIPE NEAR THE CANAL TO THE NE.
 BK3211
 BK3211                          STATION RECOVERY (1997)
 BK3211
 BK3211'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1910 ***********************************************************************
 CQ1910  DESIGNATION -  M 177
 CQ1910  PID         -  CQ1910
 CQ1910  STATE/COUNTY-  LA/BOSSIER
 CQ1910  USGS QUAD   -  BENTON (1975)
 CQ1910
 CQ1910                         *CURRENT SURVEY CONTROL
 CQ1910  ___________________________________________________________________
 CQ1910* NAD 83(1986)-  32 42 05.     (N)    093 44 24.     (W)     SCALED    
 CQ1910* NAVD 88     -        65.333  (meters)     214.35   (feet)  ADJUSTED  
 CQ1910  ___________________________________________________________________
 CQ1910  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1910  DYNAMIC HT  -          65.260 (meters)     214.11  (feet)  COMP
 CQ1910  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CQ1910
 CQ1910  VERT ORDER  -  FIRST     CLASS II
 CQ1910
 CQ1910.The horizontal coordinates were scaled from a topographic map and have
 CQ1910.an estimated accuracy of +/- 6 seconds.
 CQ1910
 CQ1910.The orthometric height was determined by differential leveling
 CQ1910.and adjusted by the National Geodetic Survey in June 1991..
 CQ1910
 CQ1910.The geoid height was determined by GEOID03.
 CQ1910
 CQ1910.The dynamic height is computed by dividing the NAVD 88
 CQ1910.geopotential number by the normal gravity value computed on the
 CQ1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1910.degrees latitude (g = 980.6199 gals.).
 CQ1910
 CQ1910.The modeled gravity was interpolated from observed gravity values.
 CQ1910
 CQ1910;                    North         East    Units  Estimated Accuracy
 CQ1910;SPC LA N     -   244,750.      883,730.      MT  (+/- 180 meters Scaled)
 CQ1910
 CQ1910                          SUPERSEDED SURVEY CONTROL
 CQ1910
 CQ1910  NGVD 29 (??/??/??)   65.403  (m)          214.58   (f) ADJUSTED    1 2
 CQ1910
 CQ1910.Superseded values are not recommended for survey control.
 CQ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1910.See file dsdata.txt to determine how the superseded data were derived.
 CQ1910
 CQ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS306184(NAD 83)
 CQ1910_MARKER: DB = BENCH MARK DISK
 CQ1910_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1910_SP_SET: 58 FT
 CQ1910_STAMPING: M 177 1960
 CQ1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1910
 CQ1910  HISTORY     - Date     Condition        Report By
 CQ1910  HISTORY     - 1961     MONUMENTED       CGS
 CQ1910  HISTORY     - 1969     GOOD             LADH
 CQ1910  HISTORY     - 1982     GOOD             LADTD
 CQ1910  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1910  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1910
 CQ1910                          STATION DESCRIPTION
 CQ1910
 CQ1910'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1910'IN BENTON.
 CQ1910'0.2 MILE NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 CQ1910'STATION AT BENTON, 55 FEET EAST OF THE EAST RAIL, 62 FEET WEST OF THE
 CQ1910'CENTER LINE OF STATE HIGHWAY 3, 69 FEET NORTHEAST OF THE CENTER OF THE
 CQ1910'SECOND STREET CROSSING, 39 FEET NORTH OF SECOND STREET, 15 FEET NORTH
 CQ1910'OF A 38-INCH PINE TREE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST,
 CQ1910'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL OF THE
 CQ1910'TRACK, A DISK CLAMPED ON TOP OF A 5/8 INCH COPPER COATED ROD DRIVEN TO
 CQ1910'A DEPTH OF 58 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 2 INCHES
 CQ1910'ABOVE THE GROUND.
 CQ1910
 CQ1910                          STATION RECOVERY (1982)
 CQ1910
 CQ1910'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1910'RECOVERED IN GOOD CONDITION.
 CQ1910
 CQ1910                          STATION RECOVERY (1987)
 CQ1910
 CQ1910'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1910'MARK NOT FOUND.
 CQ1910
 CQ1910                          STATION RECOVERY (2002)
 CQ1910
 CQ1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1910'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2570 ***********************************************************************
 CQ2570  DESIGNATION -  M 177 RESET
 CQ2570  PID         -  CQ2570
 CQ2570  STATE/COUNTY-  LA/BOSSIER
 CQ2570  USGS QUAD   -  BENTON (1975)
 CQ2570
 CQ2570                         *CURRENT SURVEY CONTROL
 CQ2570  ___________________________________________________________________
 CQ2570* NAD 83(1986)-  32 42 05.     (N)    093 44 24.     (W)     SCALED    
 CQ2570* NAVD 88     -        65.72   (+/-2cm)     215.6    (feet)  VERTCON   
 CQ2570  ___________________________________________________________________
 CQ2570  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ2570
 CQ2570  VERT ORDER  -  THIRD (See Below)
 CQ2570
 CQ2570.The horizontal coordinates were scaled from a topographic map and have
 CQ2570.an estimated accuracy of +/- 6 seconds.
 CQ2570
 CQ2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2570.The vertical order pertains to the NGVD 29 superseded value.
 CQ2570
 CQ2570.The geoid height was determined by GEOID03.
 CQ2570
 CQ2570;                    North         East    Units  Estimated Accuracy
 CQ2570;SPC LA N     -   244,750.      883,730.      MT  (+/- 180 meters Scaled)
 CQ2570
 CQ2570                          SUPERSEDED SURVEY CONTROL
 CQ2570
 CQ2570  NGVD 29 (??/??/??)   65.79   (m)          215.8    (f) RESET       3  
 CQ2570
 CQ2570.Superseded values are not recommended for survey control.
 CQ2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2570.See file dsdata.txt to determine how the superseded data were derived.
 CQ2570
 CQ2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS306184(NAD 83)
 CQ2570_MARKER: DB = BENCH MARK DISK
 CQ2570_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2570_SP_SET: 16 FEET
 CQ2570_STAMPING: M 177 RESET 1982
 CQ2570_PROJECTION: FLUSH
 CQ2570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2570+STABILITY: POSITION/ELEVATION WELL
 CQ2570_ROD/PIPE-DEPTH: 4.88 meters
 CQ2570
 CQ2570  HISTORY     - Date     Condition        Report By
 CQ2570  HISTORY     - 1982     MONUMENTED       LADTD
 CQ2570  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ2570
 CQ2570                          STATION DESCRIPTION
 CQ2570
 CQ2570'DESCRIBED BY LA TRANSP AND DEV 1982
 CQ2570'0.3 KM (0.2 MI) NORTH FROM BENTON.
 CQ2570'0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 CQ2570'STATE HIGHWAY 162, 46.6 METERS (153.0 FT) WEST OF THE CENTERLINE OF
 CQ2570'STATE HIGHWAY 3, 24.2 METERS (79.5 FT) NORTH OF THE CENTERLINE OF
 CQ2570'SECOND STREET, 21.2 METERS (69.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 CQ2570'CORNER OF A FRAME HOUSE, AND 9.1 METERS (30.0 FT) WEST OF THE WEST
 CQ2570'RAIL OF THE ST LOUIS SOUTHWESTERN RAILROAD.
 CQ2570'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 CQ2570
 CQ2570                          STATION RECOVERY (2002)
 CQ2570
 CQ2570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2570'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1749 ***********************************************************************
 BJ1749  DESIGNATION -  M 179
 BJ1749  PID         -  BJ1749
 BJ1749  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1749  USGS QUAD   -  AMITE (1974)
 BJ1749
 BJ1749                         *CURRENT SURVEY CONTROL
 BJ1749  ___________________________________________________________________
 BJ1749* NAD 83(1986)-  30 41 06.     (N)    090 30 28.     (W)     SCALED    
 BJ1749* NAVD 88     -        28.795  (meters)      94.47   (feet)  ADJUSTED  
 BJ1749  ___________________________________________________________________
 BJ1749  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1749  DYNAMIC HT  -          28.758 (meters)      94.35  (feet)  COMP
 BJ1749  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ1749
 BJ1749  VERT ORDER  -  FIRST     CLASS I
 BJ1749
 BJ1749.The horizontal coordinates were scaled from a topographic map and have
 BJ1749.an estimated accuracy of +/- 6 seconds.
 BJ1749
 BJ1749.The orthometric height was determined by differential leveling
 BJ1749.and adjusted by the National Geodetic Survey in February 1994..
 BJ1749
 BJ1749.The geoid height was determined by GEOID03.
 BJ1749
 BJ1749.The dynamic height is computed by dividing the NAVD 88
 BJ1749.geopotential number by the normal gravity value computed on the
 BJ1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1749.degrees latitude (g = 980.6199 gals.).
 BJ1749
 BJ1749.The modeled gravity was interpolated from observed gravity values.
 BJ1749
 BJ1749;                    North         East    Units  Estimated Accuracy
 BJ1749;SPC LA S     -   242,490.    1,079,100.      MT  (+/- 180 meters Scaled)
 BJ1749
 BJ1749                          SUPERSEDED SURVEY CONTROL
 BJ1749
 BJ1749  NAVD 88 (06/15/91)   28.835  (m)           94.60   (f) UNKNOWN     1 1
 BJ1749  NGVD 29 (??/??/??)   28.817  (m)           94.54   (f) ADJUSTED    1 1
 BJ1749
 BJ1749.Superseded values are not recommended for survey control.
 BJ1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1749.See file dsdata.txt to determine how the superseded data were derived.
 BJ1749
 BJ1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP387973(NAD 83)
 BJ1749_MARKER: DB = BENCH MARK DISK
 BJ1749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1749_SP_SET: HEADWALL
 BJ1749_STAMPING: M 179 1959
 BJ1749_MARK LOGO: CGS   
 BJ1749_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1749+STABILITY: SURFACE MOTION
 BJ1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1749+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1749
 BJ1749  HISTORY     - Date     Condition        Report By
 BJ1749  HISTORY     - 1959     MONUMENTED       CGS
 BJ1749  HISTORY     - 1969     GOOD             CGS
 BJ1749  HISTORY     - 19920611 GOOD             NGS
 BJ1749
 BJ1749                          STATION DESCRIPTION
 BJ1749
 BJ1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1749'2.9 MI S FROM AMITE.
 BJ1749'ABOUT 2.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1749'STATION AT AMITE, 0.4 MILE SOUTH OF MILEPOST 846, SET ON THE TOP OF
 BJ1749'THE SOUTH END OF THE EAST CONCRETE HEAD WALL FOR A 3-FOOT BOX CULVERT
 BJ1749'UNDER U. S. HIGHWAY 51, 42 FEET WEST OF THE WEST RAIL, 22 FEET EAST OF
 BJ1749'THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND 3
 BJ1749'FEET BELOW THE LEVEL OF THE TRACK.  SEC 21, T 4S, R 7E.
 BJ1749
 BJ1749                          STATION RECOVERY (1992)
 BJ1749
 BJ1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1749'0.2 KM (0.10 MI) WESTERLY ALONG MULBERRY STREET FROM THE POST OFFICE
 BJ1749'IN AMITE, THENCE 4.9 KM (3.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 51, IN
 BJ1749'TOP OF AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 BJ1749'HEADWALL OF A BOX CULVERT, 17.0 M (55.8 FT) WEST OF THE NEAR RAIL OF
 BJ1749'THE ILLINOIS CENTRAL RAILROAD, AND 6.4 M (21.0 FT) EAST OF AND LEVEL
 BJ1749'WITH THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2027 ***********************************************************************
 BJ2027  DESIGNATION -  M 18
 BJ2027  PID         -  BJ2027
 BJ2027  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ2027  USGS QUAD   -  LOBDELL (1992)
 BJ2027
 BJ2027                         *CURRENT SURVEY CONTROL
 BJ2027  ___________________________________________________________________
 BJ2027* NAD 83(1986)-  30 27 40.     (N)    091 17 09.     (W)     SCALED    
 BJ2027* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 BJ2027  ___________________________________________________________________
 BJ2027  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ2027
 BJ2027  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2027
 BJ2027.The horizontal coordinates were scaled from a topographic map and have
 BJ2027.an estimated accuracy of +/- 6 seconds.
 BJ2027
 BJ2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2027.The vertical order pertains to the NGVD 29 superseded value.
 BJ2027
 BJ2027.The geoid height was determined by GEOID03.
 BJ2027
 BJ2027;                    North         East    Units  Estimated Accuracy
 BJ2027;SPC LA S     -   217,380.    1,004,560.      MT  (+/- 180 meters Scaled)
 BJ2027
 BJ2027                          SUPERSEDED SURVEY CONTROL
 BJ2027
 BJ2027  NGVD 29 (??/??/??)    4.774  (m)           15.66   (f) ADJUSTED    1 2
 BJ2027
 BJ2027.Superseded values are not recommended for survey control.
 BJ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2027.See file dsdata.txt to determine how the superseded data were derived.
 BJ2027
 BJ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP645711(NAD 83)
 BJ2027_MARKER: DB = BENCH MARK DISK
 BJ2027_SETTING: 0 = UNSPECIFIED SETTING
 BJ2027_STAMPING: M 18 1934
 BJ2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2027
 BJ2027  HISTORY     - Date     Condition        Report By
 BJ2027  HISTORY     - 1934     MONUMENTED       CGS
 BJ2027  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2027
 BJ2027                          STATION DESCRIPTION
 BJ2027
 BJ2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2027'1.9 MI E FROM WILBERT.
 BJ2027'ALONG THE TEXAS AND NEW ORLEANS RAILROAD.  1-1/2 POLES EAST OF MILE
 BJ2027'POLE NO. 47.  AT ENTRANCE TO FARM HOUSE, 20 FEET SOUTH OF THE
 BJ2027'CENTERLINE OF THE TRACKS AND 35 FEET NORTH OF THE CENTERLINE OF ROAD
 BJ2027'TO FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0078 ***********************************************************************
 BK0078  DESIGNATION -  M 180
 BK0078  PID         -  BK0078
 BK0078  STATE/COUNTY-  LA/EVANGELINE
 BK0078  USGS QUAD   -  VILLE PLATTE (1983)
 BK0078
 BK0078                         *CURRENT SURVEY CONTROL
 BK0078  ___________________________________________________________________
 BK0078* NAD 83(1986)-  30 41 28.     (N)    092 16 52.     (W)     SCALED    
 BK0078* NAVD 88     -        21.67   (+/-2cm)      71.1    (feet)  VERTCON   
 BK0078  ___________________________________________________________________
 BK0078  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK0078
 BK0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0078
 BK0078.The horizontal coordinates were scaled from a topographic map and have
 BK0078.an estimated accuracy of +/- 6 seconds.
 BK0078
 BK0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0078.The vertical order pertains to the NGVD 29 superseded value.
 BK0078
 BK0078.The geoid height was determined by GEOID03.
 BK0078
 BK0078;                    North         East    Units  Estimated Accuracy
 BK0078;SPC LA S     -   243,250.      909,190.      MT  (+/- 180 meters Scaled)
 BK0078
 BK0078                          SUPERSEDED SURVEY CONTROL
 BK0078
 BK0078  NGVD 29 (??/??/??)   21.640  (m)           71.00   (f) ADJUSTED    2 0
 BK0078
 BK0078.Superseded values are not recommended for survey control.
 BK0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0078.See file dsdata.txt to determine how the superseded data were derived.
 BK0078
 BK0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP688955(NAD 83)
 BK0078_MARKER: DB = BENCH MARK DISK
 BK0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0078_SP_SET: CULVERT
 BK0078_STAMPING: M 180 1960
 BK0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0078
 BK0078  HISTORY     - Date     Condition        Report By
 BK0078  HISTORY     - 1960     MONUMENTED       CGS
 BK0078  HISTORY     - 1961     GOOD             CGS
 BK0078
 BK0078                          STATION DESCRIPTION
 BK0078
 BK0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0078'0.5 MI NW FROM VILLE PLATTE.
 BK0078'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BK0078'PACIFIC RAILROAD STATION AT VILLE PLATTE, IN SECTION 20, T 4 S, R 2 E,
 BK0078'1 BLOCK EAST OF THE FIRST BAPTIST CHURCH, 25 FEET SOUTH OF THE CENTER
 BK0078'LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTH
 BK0078'CONCRETE HEAD WALL OF A THREE CHANNEL CULVERT, 190 FEET WEST OF THE
 BK0078'CENTER LINE OF SOILEAU STREET, ABOUT LEVEL WITH A SIDEWALK, AND
 BK0078'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1128 ***********************************************************************
 BX1128  DESIGNATION -  M 181
 BX1128  PID         -  BX1128
 BX1128  STATE/COUNTY-  LA/RAPIDES
 BX1128  USGS QUAD   -  FOREST HILL (1993)
 BX1128
 BX1128                         *CURRENT SURVEY CONTROL
 BX1128  ___________________________________________________________________
 BX1128* NAD 83(1986)-  31 03 17.     (N)    092 31 38.     (W)     SCALED    
 BX1128* NAVD 88     -        46.753  (meters)     153.39   (feet)  ADJUSTED  
 BX1128  ___________________________________________________________________
 BX1128  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BX1128  DYNAMIC HT  -          46.694 (meters)     153.20  (feet)  COMP
 BX1128  MODELED GRAV-     979,383.1   (mgal)                       NAVD 88
 BX1128
 BX1128  VERT ORDER  -  FIRST     CLASS I
 BX1128
 BX1128.The horizontal coordinates were scaled from a topographic map and have
 BX1128.an estimated accuracy of +/- 6 seconds.
 BX1128
 BX1128.The orthometric height was determined by differential leveling
 BX1128.and adjusted by the National Geodetic Survey in February 1994..
 BX1128
 BX1128.The geoid height was determined by GEOID03.
 BX1128
 BX1128.The dynamic height is computed by dividing the NAVD 88
 BX1128.geopotential number by the normal gravity value computed on the
 BX1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1128.degrees latitude (g = 980.6199 gals.).
 BX1128
 BX1128.The modeled gravity was interpolated from observed gravity values.
 BX1128
 BX1128;                    North         East    Units  Estimated Accuracy
 BX1128;SPC LA N     -    61,510.      997,400.      MT  (+/- 180 meters Scaled)
 BX1128
 BX1128                          SUPERSEDED SURVEY CONTROL
 BX1128
 BX1128  NAVD 88 (06/15/91)   46.748  (m)          153.37   (f) UNKNOWN     1 1
 BX1128  NGVD 29 (??/??/??)   46.734  (m)          153.33   (f) ADJUSTED    1 1
 BX1128
 BX1128.Superseded values are not recommended for survey control.
 BX1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1128.See file dsdata.txt to determine how the superseded data were derived.
 BX1128
 BX1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ451357(NAD 83)
 BX1128_MARKER: DB = BENCH MARK DISK
 BX1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1128_SP_SET: CULVERT
 BX1128_STAMPING: M 181 1961
 BX1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1128
 BX1128  HISTORY     - Date     Condition        Report By
 BX1128  HISTORY     - 1961     MONUMENTED       CGS
 BX1128  HISTORY     - 1970     GOOD             NGS
 BX1128  HISTORY     - 19990424 GOOD             USPSQD
 BX1128
 BX1128                          STATION DESCRIPTION
 BX1128
 BX1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1128'0.85 MI N FROM FOREST HILL.
 BX1128'ABOUT 0.85 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1128'POST OFFICE AT FOREST HILL, 83 FEET WEST OF THE WEST RAIL, 26 FEET
 BX1128'EAST OF THE CENTER LINE OF U.S. HIGHWAY 165, SET IN THE TOP OF THE
 BX1128'NORTH END OF THE EAST CONCRETE HEADWALL OF A 4-CHANNEL CONCRETE
 BX1128'CULVERT UNDER THE HIGHWAY, 79 FEET WEST OF THE WEST EDGE OF RAILROAD
 BX1128'TRESTLE NUMBER 617.4, 22 FEET SOUTHWEST OF AN 18-INCH OAK TREE, AND
 BX1128'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BX1128
 BX1128                          STATION RECOVERY (1999)
 BX1128
 BX1128'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1189 ***********************************************************************
 BX1189  DESIGNATION -  M 182
 BX1189  PID         -  BX1189
 BX1189  STATE/COUNTY-  LA/VERNON
 BX1189  USGS QUAD   -  LACAMP (1978)
 BX1189
 BX1189                         *CURRENT SURVEY CONTROL
 BX1189  ___________________________________________________________________
 BX1189* NAD 83(1986)-  31 10 47.     (N)    092 58 26.     (W)     SCALED    
 BX1189* NAVD 88     -        86.48   (+/-2cm)     283.7    (feet)  VERTCON   
 BX1189  ___________________________________________________________________
 BX1189  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX1189
 BX1189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1189
 BX1189.The horizontal coordinates were scaled from a topographic map and have
 BX1189.an estimated accuracy of +/- 6 seconds.
 BX1189
 BX1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1189.The vertical order pertains to the NGVD 29 superseded value.
 BX1189
 BX1189.The geoid height was determined by GEOID03.
 BX1189
 BX1189;                    North         East    Units  Estimated Accuracy
 BX1189;SPC LA N     -    75,470.      954,830.      MT  (+/- 180 meters Scaled)
 BX1189
 BX1189                          SUPERSEDED SURVEY CONTROL
 BX1189
 BX1189  NGVD 29 (??/??/??)   86.523  (m)          283.87   (f) ADJUSTED    2 0
 BX1189
 BX1189.Superseded values are not recommended for survey control.
 BX1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1189.See file dsdata.txt to determine how the superseded data were derived.
 BX1189
 BX1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ024495(NAD 83)
 BX1189_MARKER: DB = BENCH MARK DISK
 BX1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1189_STAMPING: M 182 1961
 BX1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1189+STABILITY: SURFACE MOTION
 BX1189
 BX1189  HISTORY     - Date     Condition        Report By
 BX1189  HISTORY     - 1961     MONUMENTED       CGS
 BX1189  HISTORY     - 19940611 GOOD             USPSQD
 BX1189  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1189
 BX1189                          STATION DESCRIPTION
 BX1189
 BX1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1189'9.4 MI E FROM SLAGLE.
 BX1189'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX1189'AND STORE AT SLAGLE, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 1214,
 BX1189'THENCE 4.95 MILES EAST ALONG STATE HIGHWAY 28, IN SECTION 3, T 2 N, R
 BX1189'6 W, 0.5 MILE EAST OF THE HICKS HIGH SCHOOL, 0.3 MILE EAST OF A BRIDGE
 BX1189'OVER GREYS CREEK, ON THE CREST OF A SMALL HILL, 163 FEET WEST OF THE
 BX1189'SOUTHWEST CORNER OF THE SPURGEON STORE AND SERVICE STATION, 62 FEET
 BX1189'NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET SOUTHWEST OF A
 BX1189'GROUP OF 4 SMALL OAK TREES, 2.0 FEET NORTH OF A METAL WITNESS POST,
 BX1189'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1189'PROJECTING 5 INCHES.
 BX1189
 BX1189                          STATION RECOVERY (1994)
 BX1189
 BX1189'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1189'RECOVERED IN GOOD CONDITION.
 BX1189
 BX1189                          STATION RECOVERY (2001)
 BX1189
 BX1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1189'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1202 ***********************************************************************
 BX1202  DESIGNATION -  M 183
 BX1202  PID         -  BX1202
 BX1202  STATE/COUNTY-  LA/VERNON
 BX1202  USGS QUAD   -  FULLERTON LAKE (1978)
 BX1202
 BX1202                         *CURRENT SURVEY CONTROL
 BX1202  ___________________________________________________________________
 BX1202* NAD 83(1986)-  31 00 04.     (N)    092 54 36.     (W)     SCALED    
 BX1202* NAVD 88     -        58.48   (+/-2cm)     191.9    (feet)  VERTCON   
 BX1202  ___________________________________________________________________
 BX1202  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BX1202
 BX1202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1202
 BX1202.The horizontal coordinates were scaled from a topographic map and have
 BX1202.an estimated accuracy of +/- 6 seconds.
 BX1202
 BX1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1202.The vertical order pertains to the NGVD 29 superseded value.
 BX1202
 BX1202.The geoid height was determined by GEOID03.
 BX1202
 BX1202;                    North         East    Units  Estimated Accuracy
 BX1202;SPC LA N     -    55,640.      960,840.      MT  (+/- 180 meters Scaled)
 BX1202
 BX1202                          SUPERSEDED SURVEY CONTROL
 BX1202
 BX1202  NGVD 29 (??/??/??)   58.516  (m)          191.98   (f) ADJUSTED    2 0
 BX1202
 BX1202.Superseded values are not recommended for survey control.
 BX1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1202.See file dsdata.txt to determine how the superseded data were derived.
 BX1202
 BX1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ085297(NAD 83)
 BX1202_MARKER: DB = BENCH MARK DISK
 BX1202_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1202_SP_SET: 54 FT
 BX1202_STAMPING: M 183 1961
 BX1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1202
 BX1202  HISTORY     - Date     Condition        Report By
 BX1202  HISTORY     - 1961     MONUMENTED       CGS
 BX1202  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1202  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1202
 BX1202                          STATION DESCRIPTION
 BX1202
 BX1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1202'4.95 MI NE FROM PITKIN.
 BX1202'ABOUT 4.95 MILES NORTHEAST ALONG STATE HIGHWAY 463 FROM THE GULF,
 BX1202'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, IN SECTION 5, T 1 S,
 BX1202'R 5 W, 0.2 MILE SOUTH OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED
 BX1202'ROAD LEADING WEST, NORTHEAST OF AND ACROSS THE HIGHWAY FROM A
 BX1202'FARMHOUSE, 53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 BX1202'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 72 FEET SOUTHEAST OF THE
 BX1202'CENTER OF THE JUNCTION OF THE HIGHWAY AND DIRT ROAD, 36 FEET WEST OF A
 BX1202'14-INCH OAK TREE, 30 FEET SOUTH OF A 27-INCH PINE TREE, 2.7 FEET
 BX1202'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 BX1202'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BX1202'DRIVEN TO A DEPTH OF 54 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 BX1202'PROJECTS 6 INCHES.
 BX1202
 BX1202                          STATION RECOVERY (1994)
 BX1202
 BX1202'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1202'MARK NOT FOUND.
 BX1202
 BX1202                          STATION RECOVERY (2001)
 BX1202
 BX1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1202'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1563 ***********************************************************************
 BJ1563  DESIGNATION -  M 19
 BJ1563  PID         -  BJ1563
 BJ1563  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1563  USGS QUAD   -  PONCHATOULA (1994)
 BJ1563
 BJ1563                         *CURRENT SURVEY CONTROL
 BJ1563  ___________________________________________________________________
 BJ1563* NAD 83(1986)-  30 27 09.     (N)    090 26 43.     (W)     SCALED    
 BJ1563* NAVD 88     -         8.503  (meters)      27.90   (feet)  READJUSTED
 BJ1563  ___________________________________________________________________
 BJ1563  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ1563  DYNAMIC HT  -           8.490 (meters)      27.85  (feet)  COMP
 BJ1563  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 BJ1563
 BJ1563  VERT ORDER  -  ?
 BJ1563
 BJ1563.The horizontal coordinates were scaled from a topographic map and have
 BJ1563.an estimated accuracy of +/- 6 seconds.
 BJ1563
 BJ1563.The orthometric height was determined by differential leveling
 BJ1563.and adjusted by the National Geodetic Survey in June 1991..
 BJ1563.The height was derived from older observations constrained to new
 BJ1563.heights in a crustal motion area.  The height is approximate in
 BJ1563.relation to other heights in its vicinity.
 BJ1563
 BJ1563.The geoid height was determined by GEOID03.
 BJ1563
 BJ1563.The dynamic height is computed by dividing the NAVD 88
 BJ1563.geopotential number by the normal gravity value computed on the
 BJ1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1563.degrees latitude (g = 980.6199 gals.).
 BJ1563
 BJ1563.The modeled gravity was interpolated from observed gravity values.
 BJ1563
 BJ1563;                    North         East    Units  Estimated Accuracy
 BJ1563;SPC LA S     -   216,760.    1,085,290.      MT  (+/- 180 meters Scaled)
 BJ1563
 BJ1563                          SUPERSEDED SURVEY CONTROL
 BJ1563
 BJ1563  NGVD 29 (??/??/??)    8.485  (m)           27.84   (f) ADJUSTED    1 1
 BJ1563
 BJ1563.Superseded values are not recommended for survey control.
 BJ1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1563.See file dsdata.txt to determine how the superseded data were derived.
 BJ1563
 BJ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP453717(NAD 83)
 BJ1563_MARKER: DB = BENCH MARK DISK
 BJ1563_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ1563+WITH SETTING: PAVEMENT
 BJ1563_SP_SET: SIGNAL BASE
 BJ1563_STAMPING: M 19 1934 28.232
 BJ1563_MARK LOGO: CGS   
 BJ1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1563+STABILITY: SURFACE MOTION
 BJ1563
 BJ1563  HISTORY     - Date     Condition        Report By
 BJ1563  HISTORY     - 1934     MONUMENTED       CGS
 BJ1563  HISTORY     - 1969     GOOD             CGS
 BJ1563  HISTORY     - 1986     POOR             NGS
 BJ1563  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1563
 BJ1563                          STATION DESCRIPTION
 BJ1563
 BJ1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1563'0.95 MI N FROM PONCHATOULA.
 BJ1563'ABOUT 0.95 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1563'STATION AT PONCHATOULA, ABOUT 0.3 MILE SOUTH OF A DIRT ROAD CROSSING
 BJ1563'THE TRACK, 0.1 MILE NORTH OF MILEPOST 863, SET ON THE TOP OF THE
 BJ1563'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR AN ABANDONED SIGNAL
 BJ1563'BASE, 7 FEET WEST OF THE WEST RAIL AND 1/2 FOOT BELOW THE LEVEL OF THE
 BJ1563'TRACK.  SEC 7, T7S, R 8E.
 BJ1563
 BJ1563                          STATION RECOVERY (1986)
 BJ1563
 BJ1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1563'RECOVERED IN POOR CONDITION.  THE ABANDONED SIGNAL BASE IN WHICH THE
 BJ1563'MARK IS STILL IN PLACE HAS BEEN TURNED OVER AND DISK IS NOW BELOW
 BJ1563'GROUND LEVEL AND IS NO LONGER OF ANY USE FOR LEVELS.  CONSIDER
 BJ1563'DESTROYED.
 BJ1563
 BJ1563                          STATION RECOVERY (1992)
 BJ1563
 BJ1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1563'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0969 ***********************************************************************
 BJ0969  DESIGNATION -  M 197
 BJ0969  PID         -  BJ0969
 BJ0969  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0969  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0969
 BJ0969                         *CURRENT SURVEY CONTROL
 BJ0969  ___________________________________________________________________
 BJ0969* NAD 83(1986)-  30 26 36.     (N)    091 10 55.     (W)     SCALED    
 BJ0969* NAVD 88     -        11.223  (meters)      36.82   (feet)  ADJUSTED  
 BJ0969  ___________________________________________________________________
 BJ0969  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0969  DYNAMIC HT  -          11.208 (meters)      36.77  (feet)  COMP
 BJ0969  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BJ0969
 BJ0969  VERT ORDER  -  FIRST     CLASS I
 BJ0969
 BJ0969.The horizontal coordinates were scaled from a topographic map and have
 BJ0969.an estimated accuracy of +/- 6 seconds.
 BJ0969
 BJ0969.The orthometric height was determined by differential leveling
 BJ0969.and adjusted by the National Geodetic Survey in February 1994..
 BJ0969
 BJ0969.The geoid height was determined by GEOID03.
 BJ0969
 BJ0969.The dynamic height is computed by dividing the NAVD 88
 BJ0969.geopotential number by the normal gravity value computed on the
 BJ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0969.degrees latitude (g = 980.6199 gals.).
 BJ0969
 BJ0969.The modeled gravity was interpolated from observed gravity values.
 BJ0969
 BJ0969;                    North         East    Units  Estimated Accuracy
 BJ0969;SPC LA S     -   215,420.    1,014,540.      MT  (+/- 180 meters Scaled)
 BJ0969
 BJ0969                          SUPERSEDED SURVEY CONTROL
 BJ0969
 BJ0969  NGVD 29 (??/??/??)   11.226  (m)           36.83   (f) ADJUSTED    1 1
 BJ0969
 BJ0969.Superseded values are not recommended for survey control.
 BJ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0969.See file dsdata.txt to determine how the superseded data were derived.
 BJ0969
 BJ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP745693(NAD 83)
 BJ0969_MARKER: DB = BENCH MARK DISK
 BJ0969_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ0969+WITH SETTING: PAVEMENT
 BJ0969_SP_SET: TOWER FOUNDATION
 BJ0969_STAMPING: M 197 1964
 BJ0969_MARK LOGO: CGS   
 BJ0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0969+STABILITY: SURFACE MOTION
 BJ0969
 BJ0969  HISTORY     - Date     Condition        Report By
 BJ0969  HISTORY     - 1964     MONUMENTED       CGS
 BJ0969  HISTORY     - 1976     GOOD             NGS
 BJ0969  HISTORY     - 1987     GOOD             USPSQD
 BJ0969  HISTORY     - 1987     GOOD             LA-033
 BJ0969
 BJ0969                          STATION DESCRIPTION
 BJ0969
 BJ0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0969'IN BATON ROUGE.
 BJ0969'AT BATON ROUGE, ABOUT 0.55 MILE EAST ALONG GOVERNMENT STREET FROM THE
 BJ0969'ILLINOIS CENTRAL RAILROAD STATION, AT THE WAFB CHANNEL 9 TV TOWER, 216
 BJ0969'FEET WEST OF THE INTERSECTION OF GOVERNMENT AND MAXIMILIAN STREET, 39
 BJ0969'FEET SOUTH OF THE SOUTH CURB OF GOVERNMENT STREET, 7 FEET EAST OF A
 BJ0969'CYCLONE FENCE, SET ON THE TOP OF THE WEST CORNER OF CONCRETE BASE
 BJ0969'SUPPORTING THE WEST LEG OF TOWER AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 BJ0969'GROUND.
 BJ0969
 BJ0969                          STATION RECOVERY (1976)
 BJ0969
 BJ0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0969'0.3 MILE EAST ALONG GOVERNMENT STREET FROM ITS INTERSECTION WITH SAINT
 BJ0969'LOUIS STREET, AT THE WAFB CHANNEL 9 TV TOWER, 216 FT. WEST OF THE
 BJ0969'INTERSECTION OF GOVERNMENT STREET AND MAXIMILIAN STREET, 39 FT.SOUTH
 BJ0969'OF THE SOUTH CURB OF GOVERNMENT STREET, 7 FT. EAST OF A CYCLONE FENCE,
 BJ0969'SET IN TOP OF THE WEST CORNER OF CONCRETE BASE SUPPORTING THE WEST LEG
 BJ0969'OF THE TOWER.
 BJ0969
 BJ0969                          STATION RECOVERY (1987)
 BJ0969
 BJ0969'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 BJ0969'RECOVERED IN GOOD CONDITION.
 BJ0969
 BJ0969                          STATION RECOVERY (1987)
 BJ0969
 BJ0969'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0969'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.5 KM
 BJ0969'(0.3 MI) EAST ALONG GOVERNMENT STREET FROM THE INTERSECTION OF
 BJ0969'GOVERNMENT STREET AND SAINT LOUIS STREET TO THE MARK SET ON THE SOUTH
 BJ0969'SIDE OF GOVERNMENT STREET AT THE WAFB CHANNEL 9 TV STATION.  THE MARK
 BJ0969'IS SET IN THE TOP OF THE WEST CORNER OF A CONCRETE BASE WHICH
 BJ0969'SUPPORTS THE WEST LEG OF THE RADIO TOWER, 2.1 METERS (7 FT) EAST OF A
 BJ0969'CYCLONE FENCE, AND 11.9 METERS (39 FT) SOUTH OF THE SOUTH CURB OF
 BJ0969'GOVERNMENT STREET.
 BJ0969'THE MARK IS 0.76 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6357 ***********************************************************************
 AH6357  DESIGNATION -  M 2
 AH6357  PID         -  AH6357
 AH6357  STATE/COUNTY-  LA/TERREBONNE
 AH6357  USGS QUAD   -  MONTEGUT (1994)
 AH6357
 AH6357                         *CURRENT SURVEY CONTROL
 AH6357  ___________________________________________________________________
 AH6357* NAD 83(1992)-  29 23 51.22264(N)    090 35 08.59464(W)     ADJUSTED  
 AH6357* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6357  **This station is located in a subsidence area (see below).
 AH6357  ___________________________________________________________________
 AH6357  X           -     -56,851.042 (meters)                     COMP
 AH6357  Y           -  -5,561,031.235 (meters)                     COMP
 AH6357  Z           -   3,112,356.226 (meters)                     COMP
 AH6357  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH6357  ELLIP HEIGHT-         -22.40  (meters)          (02/21/02) GPS OBS
 AH6357  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AH6357
 AH6357  HORZ ORDER  -  FIRST
 AH6357  ELLP ORDER  -  FIFTH     CLASS I
 AH6357
 AH6357.The horizontal coordinates were established by GPS observations
 AH6357.and adjusted by the National Geodetic Survey in December 1998..
 AH6357
 AH6357 ** The orthometric height has not been validated since last determined
 AH6357 ** by differential leveling and should not be used for control purposes.
 AH6357 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6357 ** area with valid NAVD 88 orthometric heights.
 AH6357 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6357 ** epoch indicated which incorporates improved geoid heights for the
 AH6357 ** Southern Louisiana Subsidence area.
 AH6357 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6357.The orthometric height was determined by GPS observations and a
 AH6357.high-resolution geoid model.
 AH6357
 AH6357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6357
 AH6357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6357
 AH6357.The ellipsoidal height was determined by GPS observations
 AH6357.and is referenced to NAD 83.
 AH6357
 AH6357.The geoid height was determined by GEOID03.
 AH6357
 AH6357;                    North         East     Units Scale Factor Converg.
 AH6357;SPC LA S     -    99,728.165 1,072,564.149   MT  0.99998078   +0 22 25.7
 AH6357;SPC LA S     -   327,191.49  3,518,904.21   sFT  0.99998078   +0 22 25.7
 AH6357;UTM  15      - 3,254,457.185   734,281.365   MT  1.00027732   +1 11 08.3
 AH6357
 AH6357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6357!SPC LA S     -   1.00000352  x   0.99998078  =   0.99998430
 AH6357!UTM  15      -   1.00000352  x   1.00027732  =   1.00028084
 AH6357
 AH6357:                Primary Azimuth Mark                     Grid Az
 AH6357:SPC LA S     -  M 2 AZ MK                                035 17 46.9
 AH6357:UTM  15      -  M 2 AZ MK                                034 29 04.3
 AH6357
 AH6357|---------------------------------------------------------------------|
 AH6357| PID    Reference Object                     Distance      Geod. Az  |
 AH6357|                                                           dddmmss.s |
 AH6357| AH6358 M 2 AZ MK                           452.804 METERS 0354012.6 |
 AH6357|---------------------------------------------------------------------|
 AH6357
 AH6357                          SUPERSEDED SURVEY CONTROL
 AH6357
 AH6357  ELLIP H (12/17/98)  -22.39   (m)                       GP(       ) 4 2
 AH6357
 AH6357.Superseded values are not recommended for survey control.
 AH6357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6357.See file dsdata.txt to determine how the superseded data were derived.
 AH6357
 AH6357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3428154457(NAD 83)
 AH6357_MARKER: DD = SURVEY DISK
 AH6357_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH6357_SP_SET: TOP OF CONCRETE SIDEWALK
 AH6357_STAMPING: M-2 1993
 AH6357_MARK LOGO: TPCG  
 AH6357_PROJECTION: FLUSH
 AH6357_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6357+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6357
 AH6357  HISTORY     - Date     Condition        Report By
 AH6357  HISTORY     - 1993     MONUMENTED       GSENG
 AH6357
 AH6357                          STATION DESCRIPTION
 AH6357
 AH6357'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6357'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6357'OF LA. HIGHWAY 55, (TOWNSHIP 19 SOUTH RANGE 19 EAST SECTION 8).
 AH6357'MONUMENT IS A TERREBONNE PARISH LIS DISK SET ON NORTHWEST CORNER OF A
 AH6357'CONCRETE BRIDGE OVER THE LAPEYROUSE CANAL. MONUMENT IS 14.64 FT (4.46
 AH6357'M) WEST OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY 55, 33.53 FT
 AH6357'(10.22 M) SOUTHEAST OF A NAIL/SHINER IN AN ANCHOR POLE, 55.62 FT
 AH6357'(16.95 M) SOUTHWEST OF A NAIL/SHINER IN POWER POLE NO. 140, 27.48 FT
 AH6357'(8.38 M) NORTHWEST OF A CHISELED SQUARE AT THE NORTHEAST CORNER OF THE
 AH6357'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6358 ***********************************************************************
 AH6358  DESIGNATION -  M 2 AZ MK
 AH6358  PID         -  AH6358
 AH6358  STATE/COUNTY-  LA/TERREBONNE
 AH6358  USGS QUAD   -  MONTEGUT (1994)
 AH6358
 AH6358                         *CURRENT SURVEY CONTROL
 AH6358  ___________________________________________________________________
 AH6358* NAD 83(1992)-  29 24 03.16984(N)    090 34 58.80140(W)     ADJUSTED  
 AH6358* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6358  **This station is located in a subsidence area (see below).
 AH6358  ___________________________________________________________________
 AH6358  X           -     -56,585.164 (meters)                     COMP
 AH6358  Y           -  -5,560,852.554 (meters)                     COMP
 AH6358  Z           -   3,112,676.246 (meters)                     COMP
 AH6358  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH6358  ELLIP HEIGHT-         -23.33  (meters)          (02/21/02) GPS OBS
 AH6358  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6358
 AH6358  HORZ ORDER  -  FIRST
 AH6358  ELLP ORDER  -  FIFTH     CLASS I
 AH6358
 AH6358.The horizontal coordinates were established by GPS observations
 AH6358.and adjusted by the National Geodetic Survey in December 1998..
 AH6358
 AH6358 ** The orthometric height has not been validated since last determined
 AH6358 ** by differential leveling and should not be used for control purposes.
 AH6358 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6358 ** area with valid NAVD 88 orthometric heights.
 AH6358 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6358 ** epoch indicated which incorporates improved geoid heights for the
 AH6358 ** Southern Louisiana Subsidence area.
 AH6358 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6358.The orthometric height was determined by GPS observations and a
 AH6358.high-resolution geoid model.
 AH6358
 AH6358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6358
 AH6358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6358
 AH6358.The ellipsoidal height was determined by GPS observations
 AH6358.and is referenced to NAD 83.
 AH6358
 AH6358.The geoid height was determined by GEOID03.
 AH6358
 AH6358;                    North         East     Units Scale Factor Converg.
 AH6358;SPC LA S     -   100,097.725 1,072,825.776   MT  0.99998018   +0 22 30.6
 AH6358;SPC LA S     -   328,403.95  3,519,762.57   sFT  0.99998018   +0 22 30.6
 AH6358;UTM  15      - 3,254,830.526   734,537.806   MT  1.00027880   +1 11 13.5
 AH6358
 AH6358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6358!SPC LA S     -   1.00000366  x   0.99998018  =   0.99998384
 AH6358!UTM  15      -   1.00000366  x   1.00027880  =   1.00028247
 AH6358
 AH6358:                Primary Azimuth Mark                     Grid Az
 AH6358:SPC LA S     -  M 2                                      215 17 46.8
 AH6358:UTM  15      -  M 2                                      214 29 03.9
 AH6358
 AH6358|---------------------------------------------------------------------|
 AH6358| PID    Reference Object                     Distance      Geod. Az  |
 AH6358|                                                           dddmmss.s |
 AH6358| AH6357 M 2                                 452.804 METERS 2154017.4 |
 AH6358|---------------------------------------------------------------------|
 AH6358
 AH6358                          SUPERSEDED SURVEY CONTROL
 AH6358
 AH6358  ELLIP H (12/17/98)  -23.32   (m)                       GP(       ) 4 2
 AH6358
 AH6358.Superseded values are not recommended for survey control.
 AH6358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6358.See file dsdata.txt to determine how the superseded data were derived.
 AH6358
 AH6358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3453854831(NAD 83)
 AH6358_MARKER: DD = SURVEY DISK
 AH6358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6358_STAMPING: M-2 AZ MK 1993
 AH6358_MARK LOGO: TPCG  
 AH6358_PROJECTION: FLUSH
 AH6358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6358+STABILITY: SURFACE MOTION
 AH6358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6358+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6358
 AH6358  HISTORY     - Date     Condition        Report By
 AH6358  HISTORY     - 1993     MONUMENTED       GSENG
 AH6358
 AH6358                          STATION DESCRIPTION
 AH6358
 AH6358'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6358'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6358'OF LA. HIGHWAY 55, (TOWNSHIP 19 SOUTH RANGE 19 EAST SECTION 7).
 AH6358'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6358'THE GROUND. MONUMENT IS ABOUT 0.29 MI (0.47 KM) NORTH OF THE
 AH6358'LAPEYROUSE CANAL BRIDGE, 15.48 FT (4.72 M) EAST OF THE CENTERLINE OF
 AH6358'LA.HIGHWAY 55, 65.83 FT (20.07 M) SOUTHEAST OF A NAIL/BOTTLE CAP IN A
 AH6358'UTILITY POLE, 49.65 FT (15.13 M) SOUTHWEST OF A NAIL/BOTTLE CAP IN A
 AH6358'UTILITY POLE, 54.63 FT (16.65 M) NORTH OF A NAIL/BOTTLE CAP IN POWER
 AH6358'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1233 ***********************************************************************
 BJ1233  DESIGNATION -  M 20
 BJ1233  PID         -  BJ1233
 BJ1233  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1233  USGS QUAD   -  SPRING CREEK (1983)
 BJ1233
 BJ1233                         *CURRENT SURVEY CONTROL
 BJ1233  ___________________________________________________________________
 BJ1233* NAD 83(1986)-  30 57 06.     (N)    090 29 54.     (W)     SCALED    
 BJ1233* NAVD 88     -        63.508  (meters)     208.36   (feet)  READJUSTED
 BJ1233  ___________________________________________________________________
 BJ1233  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1233  DYNAMIC HT  -          63.430 (meters)     208.10  (feet)  COMP
 BJ1233  MODELED GRAV-     979,359.0   (mgal)                       NAVD 88
 BJ1233
 BJ1233  VERT ORDER  -  ?
 BJ1233
 BJ1233.The horizontal coordinates were scaled from a topographic map and have
 BJ1233.an estimated accuracy of +/- 6 seconds.
 BJ1233
 BJ1233.The orthometric height was determined by differential leveling
 BJ1233.and adjusted by the National Geodetic Survey in June 1991..
 BJ1233.The height was derived from older observations constrained to new
 BJ1233.heights in a crustal motion area.  The height is approximate in
 BJ1233.relation to other heights in its vicinity.
 BJ1233
 BJ1233.The geoid height was determined by GEOID03.
 BJ1233
 BJ1233.The dynamic height is computed by dividing the NAVD 88
 BJ1233.geopotential number by the normal gravity value computed on the
 BJ1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1233.degrees latitude (g = 980.6199 gals.).
 BJ1233
 BJ1233.The modeled gravity was interpolated from observed gravity values.
 BJ1233
 BJ1233;                    North         East    Units  Estimated Accuracy
 BJ1233;SPC LA S     -   272,060.    1,079,790.      MT  (+/- 180 meters Scaled)
 BJ1233
 BJ1233                          SUPERSEDED SURVEY CONTROL
 BJ1233
 BJ1233  NGVD 29 (??/??/??)   63.493  (m)          208.31   (f) ADJUSTED    1 1
 BJ1233
 BJ1233.Superseded values are not recommended for survey control.
 BJ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1233.See file dsdata.txt to determine how the superseded data were derived.
 BJ1233
 BJ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ389269(NAD 83)
 BJ1233_MARKER: DB = BENCH MARK DISK
 BJ1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1233_SP_SET: CONCRETE BASE
 BJ1233_STAMPING: M 20 1934 208.467
 BJ1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1233
 BJ1233  HISTORY     - Date     Condition        Report By
 BJ1233  HISTORY     - 1934     MONUMENTED       CGS
 BJ1233  HISTORY     - 1969     GOOD             CGS
 BJ1233  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1233
 BJ1233                          STATION DESCRIPTION
 BJ1233
 BJ1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1233'1.1 MI NE FROM KENTWOOD.
 BJ1233'ABOUT 1.1 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1233'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, 0.2 MILE NORTHEAST OF
 BJ1233'MILEPOST 828, SET ON THE TOP OF THE NORTHWEST CORNER OF THE NORTH
 BJ1233'CONCRETE BASE OF AN ABANDONED RAILROAD WATER TANK, 16 FEET SOUTHEAST
 BJ1233'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK AND LEVEL WITH THE TRACK.
 BJ1233
 BJ1233                          STATION RECOVERY (1992)
 BJ1233
 BJ1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1233'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0729 ***********************************************************************
 BJ0729  DESIGNATION -  M 204 RESET
 BJ0729  PID         -  BJ0729
 BJ0729  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0729  USGS QUAD   -  WALLS (1994)
 BJ0729
 BJ0729                         *CURRENT SURVEY CONTROL
 BJ0729  ___________________________________________________________________
 BJ0729* NAD 83(1986)-  30 30 47.     (N)    091 20 49.     (W)     SCALED    
 BJ0729* NAVD 88     -         6.296  (meters)      20.66   (feet)  ADJUSTED  
 BJ0729  ___________________________________________________________________
 BJ0729  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0729  DYNAMIC HT  -           6.288 (meters)      20.63  (feet)  COMP
 BJ0729  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BJ0729
 BJ0729  VERT ORDER  -  FIRST     CLASS I
 BJ0729
 BJ0729.The horizontal coordinates were scaled from a topographic map and have
 BJ0729.an estimated accuracy of +/- 6 seconds.
 BJ0729
 BJ0729.The orthometric height was determined by differential leveling
 BJ0729.and adjusted by the National Geodetic Survey in February 1994..
 BJ0729
 BJ0729.The geoid height was determined by GEOID03.
 BJ0729
 BJ0729.The dynamic height is computed by dividing the NAVD 88
 BJ0729.geopotential number by the normal gravity value computed on the
 BJ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0729.degrees latitude (g = 980.6199 gals.).
 BJ0729
 BJ0729.The modeled gravity was interpolated from observed gravity values.
 BJ0729
 BJ0729;                    North         East    Units  Estimated Accuracy
 BJ0729;SPC LA S     -   223,140.      998,690.      MT  (+/- 180 meters Scaled)
 BJ0729
 BJ0729                          SUPERSEDED SURVEY CONTROL
 BJ0729
 BJ0729  NAVD 88 (06/15/91)    6.347  (m)           20.82   (f) UNKNOWN     1 1
 BJ0729  NGVD 29 (??/??/??)    6.311  (m)           20.71   (f) ADJUSTED    1 1
 BJ0729
 BJ0729.Superseded values are not recommended for survey control.
 BJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0729.See file dsdata.txt to determine how the superseded data were derived.
 BJ0729
 BJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP586768(NAD 83)
 BJ0729_MARKER: DB = BENCH MARK DISK
 BJ0729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0729_SP_SET: HEADWALL
 BJ0729_STAMPING: M 204 1964 RESET 1969
 BJ0729_MARK LOGO: CGS   
 BJ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0729+STABILITY: SURFACE MOTION
 BJ0729
 BJ0729  HISTORY     - Date     Condition        Report By
 BJ0729  HISTORY     - 1969     MONUMENTED       CGS
 BJ0729  HISTORY     - 1976     GOOD             NGS
 BJ0729  HISTORY     - 1986     GOOD             NGS
 BJ0729
 BJ0729                          STATION DESCRIPTION
 BJ0729
 BJ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0729'3.95 MI E FROM ERWINVILLE.
 BJ0729'LOCATED 3.95 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0729'STATION AT ERWINVILLE, 216 FEET NORTH OF THE NORTH RAIL, 23 FEET NORTH
 BJ0729'OF THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 190, 54.5 FEET
 BJ0729'SOUTHEAST OF POWERLINE POLE NO. 41, 117 FEET EAST OF THE CENTER OF A
 BJ0729'PIPE LINE THAT CROSSES THE HIGHWAY AND 1 FOOT EAST OF A METAL WITNESS
 BJ0729'POST AND THE WEST END OF THE CULVERT.  IT IS A BENCH MARK DISK SET IN
 BJ0729'A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A 5 BY 5 FOOT
 BJ0729'CONCRETE CULVERT ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BJ0729
 BJ0729                          STATION RECOVERY (1976)
 BJ0729
 BJ0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0729'3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0729'STATE HIGHWAY 413, 0.05 MILE NORTHWEST OF THE JUNCTION OF A ROAD
 BJ0729'LEADING NORTHEAST AND THE BYRDS MOTEL AND STORE, 23 FT. NORTHEAST
 BJ0729'OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES IN THE TOP OF
 BJ0729'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A CULVERT
 BJ0729'0.7 FT. SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL.
 BJ0729
 BJ0729                          STATION RECOVERY (1986)
 BJ0729
 BJ0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0320 ***********************************************************************
 BJ0320  DESIGNATION -  M 205
 BJ0320  PID         -  BJ0320
 BJ0320  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0320  USGS QUAD   -  LOTTIE (1994)
 BJ0320
 BJ0320                         *CURRENT SURVEY CONTROL
 BJ0320  ___________________________________________________________________
 BJ0320* NAD 83(1986)-  30 33 13.     (N)    091 43 55.     (W)     SCALED    
 BJ0320* NAVD 88     -         7.471  (meters)      24.51   (feet)  ADJUSTED  
 BJ0320  ___________________________________________________________________
 BJ0320  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0320  DYNAMIC HT  -           7.461 (meters)      24.48  (feet)  COMP
 BJ0320  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ0320
 BJ0320  VERT ORDER  -  FIRST     CLASS I
 BJ0320
 BJ0320.The horizontal coordinates were scaled from a topographic map and have
 BJ0320.an estimated accuracy of +/- 6 seconds.
 BJ0320
 BJ0320.The orthometric height was determined by differential leveling
 BJ0320.and adjusted by the National Geodetic Survey in February 1994..
 BJ0320
 BJ0320.The geoid height was determined by GEOID03.
 BJ0320
 BJ0320.The dynamic height is computed by dividing the NAVD 88
 BJ0320.geopotential number by the normal gravity value computed on the
 BJ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0320.degrees latitude (g = 980.6199 gals.).
 BJ0320
 BJ0320.The modeled gravity was interpolated from observed gravity values.
 BJ0320
 BJ0320;                    North         East    Units  Estimated Accuracy
 BJ0320;SPC LA S     -   227,700.      961,760.      MT  (+/- 180 meters Scaled)
 BJ0320
 BJ0320                          SUPERSEDED SURVEY CONTROL
 BJ0320
 BJ0320  NAVD 88 (06/15/91)    7.559  (m)           24.80   (f) UNKNOWN     1 1
 BJ0320  NGVD 29 (??/??/??)    7.527  (m)           24.69   (f) ADJUSTED    1 1
 BJ0320
 BJ0320.Superseded values are not recommended for survey control.
 BJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0320.See file dsdata.txt to determine how the superseded data were derived.
 BJ0320
 BJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP216808(NAD 83)
 BJ0320_MARKER: DB = BENCH MARK DISK
 BJ0320_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ0320_SP_SET: CONCRETE GUARD RAIL
 BJ0320_STAMPING: M 205 1964
 BJ0320_MARK LOGO: CGS   
 BJ0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0320
 BJ0320  HISTORY     - Date     Condition        Report By
 BJ0320  HISTORY     - 1964     MONUMENTED       CGS
 BJ0320  HISTORY     - 1976     GOOD             NGS
 BJ0320  HISTORY     - 1986     GOOD             NGS
 BJ0320
 BJ0320                          STATION DESCRIPTION
 BJ0320
 BJ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0320'2.5 MI NE FROM KROTZ SPRINGS.
 BJ0320'ABOUT 1.05 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0320'STATION AT KROTZ SPRINGS, THENCE 0.55 MILE NORTH ALONG A LEVEE AND A
 BJ0320'GRAVELED ROAD, THENCE 0.9 MILE EAST ALONG A PAVED ROAD WHICH WAS
 BJ0320'FORMERLY U.S. HIGHWAY 190, SET IN THE TOP OF THE WEST END OF THE SOUTH
 BJ0320'CONCRETE BASE FOR THE SOUTH GUARD RAIL OF A CONCRETE BRIDGE OVER A
 BJ0320'BAYOU, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTH OF
 BJ0320'THE CENTER LINE OF THE BRIDGE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 BJ0320'THE ROAD.
 BJ0320
 BJ0320                          STATION RECOVERY (1976)
 BJ0320
 BJ0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0320'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0320'POST OFFICE, THENCE 0.6 MILE NORTH ALONG A LEVEE ROAD, THENCE 0.9
 BJ0320'MILE EAST ALONG A PAVED ROAD, 10 FT SOUTH OF THE CENTER LINE OF THE
 BJ0320'ROAD, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE BASE FOR A
 BJ0320'CONCRETE GUARD RAIL OF A BRIDGE OVER A BAYOU, 20 FT SOUTH OF THE
 BJ0320'CENTER OF THE BRIDGE.
 BJ0320
 BJ0320                          STATION RECOVERY (1986)
 BJ0320
 BJ0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0099 ***********************************************************************
 BJ0099  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0099  DESIGNATION -  M 206
 BJ0099  PID         -  BJ0099
 BJ0099  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0099  USGS QUAD   -  WALLS (1994)
 BJ0099
 BJ0099                         *CURRENT SURVEY CONTROL
 BJ0099  ___________________________________________________________________
 BJ0099* NAD 83(1992)-  30 31 08.66660(N)    091 17 50.34188(W)     ADJUSTED  
 BJ0099* NAVD 88     -         8.49 **(meters)      27.9  **(feet)  GPS OBS(2004.65)
 BJ0099  **This station is located in a subsidence area (see below).
 BJ0099  ___________________________________________________________________
 BJ0099  X           -    -124,505.746 (meters)                     COMP
 BJ0099  Y           -  -5,497,834.047 (meters)                     COMP
 BJ0099  Z           -   3,220,066.805 (meters)                     COMP
 BJ0099  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ0099  ELLIP HEIGHT-         -18.78  (meters)          (05/09/05) GPS OBS
 BJ0099  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0099  DYNAMIC HT  -           8.48  (meters)      27.8   (feet)  COMP
 BJ0099  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BJ0099
 BJ0099  HORZ ORDER  -  B
 BJ0099  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0099  ELLP ORDER  -  FOURTH    CLASS II
 BJ0099
 BJ0099.The horizontal coordinates were established by GPS observations
 BJ0099.and adjusted by the National Geodetic Survey in May 2005..
 BJ0099
 BJ0099 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0099 ** and geoid heights are valid at the date of observation. These heights
 BJ0099 ** must always be validated when used as control.
 BJ0099 ** The orthometric height was determined by GPS observations using
 BJ0099 ** precise GPS observation and processing techniques and a new
 BJ0099 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0099 ** determined for this station.
 BJ0099 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0099 ** epoch indicated which incorporates improved geoid heights for the
 BJ0099 ** Southern Louisiana Subsidence area.
 BJ0099 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0099.The orthometric height was determined by GPS observations and a
 BJ0099.high-resolution geoid model using precise GPS observation and
 BJ0099.processing techniques. It supersedes the leveled height previously
 BJ0099.determined for this station.
 BJ0099.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0099
 BJ0099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0099
 BJ0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0099
 BJ0099.The ellipsoidal height was determined by GPS observations
 BJ0099.and is referenced to NAD 83.
 BJ0099
 BJ0099.The geoid height was determined by GEOID03.
 BJ0099
 BJ0099.The dynamic height is computed by dividing the NAVD 88
 BJ0099.geopotential number by the normal gravity value computed on the
 BJ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0099.degrees latitude (g = 980.6199 gals.).
 BJ0099
 BJ0099.The modeled gravity was interpolated from observed gravity values.
 BJ0099
 BJ0099;                    North         East     Units Scale Factor Converg.
 BJ0099;SPC LA S     -   223,806.369 1,003,456.721   MT  0.99996651   +0 01 04.8
 BJ0099;SPC LA S     -   734,271.40  3,292,174.26   sFT  0.99996651   +0 01 04.8
 BJ0099;UTM  15      - 3,377,538.199   663,370.183   MT  0.99992926   +0 51 53.5
 BJ0099
 BJ0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0099!SPC LA S     -   1.00000295  x   0.99996651  =   0.99996946
 BJ0099!UTM  15      -   1.00000295  x   0.99992926  =   0.99993221
 BJ0099
 BJ0099                          SUPERSEDED SURVEY CONTROL
 BJ0099
 BJ0099  NAVD 88 (02/14/94)    8.535  (m)           28.00   (f) ADJUSTED    1 1
 BJ0099  NAVD 88 (06/15/91)    8.560  (m)           28.08   (f) UNKNOWN     1 1
 BJ0099  NGVD 29 (??/??/??)    8.524  (m)           27.97   (f) ADJUSTED    1 1
 BJ0099
 BJ0099.Superseded values are not recommended for survey control.
 BJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0099.See file dsdata.txt to determine how the superseded data were derived.
 BJ0099
 BJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6337077538(NAD 83)
 BJ0099_MARKER: DD = SURVEY DISK
 BJ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0099_STAMPING: M 206 1964
 BJ0099_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0099+STABILITY: SURFACE MOTION
 BJ0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0099+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 BJ0099
 BJ0099  HISTORY     - Date     Condition        Report By
 BJ0099  HISTORY     - 1964     MONUMENTED       CGS
 BJ0099  HISTORY     - 1976     GOOD             NGS
 BJ0099  HISTORY     - 20021030 GOOD             3001
 BJ0099  HISTORY     - 20060926 GOOD             JCLS
 BJ0099
 BJ0099                          STATION DESCRIPTION
 BJ0099
 BJ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0099'1.5 MI S FROM DEVALL.
 BJ0099'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0099'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.1 MILE NORTH OF A CURVE IN THE
 BJ0099'HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 170 FEET WEST
 BJ0099'OF THE CENTER LINE OF A DIRT LEVEE, 2 FEET EAST OF A FENCE, 2.4 FEET
 BJ0099'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BJ0099'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BJ0099
 BJ0099                          STATION RECOVERY (1976)
 BJ0099
 BJ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0099'1.6 MILES SOUTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0099'SCHOOL AT DEVALL, 0.1 MILE NORTH OF A CURVE, 170 FT WEST OF THE
 BJ0099'CENTER OF THE WEST LEVEE OF THE MISS. RIVER, 36.5 FT EAST OF THE
 BJ0099'CENTER LINE OF THE HIGHWAY, 137 FT SOUTHEAST OF AND ACROSS THE
 BJ0099'HIGHWAY FROM THE THIRD POWER LINE POLE SOUTH OF THE DRIVE LEADING
 BJ0099'WEST, 44.5 FT, SOUTH OF THE EAST END OF A 24 INCH CONCRETE PIPE
 BJ0099'CULVERT, 24 FT EAST OF A FENCE.
 BJ0099
 BJ0099                          STATION RECOVERY (2002)
 BJ0099
 BJ0099'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0099'THE STATION IS LOCATED 8 MILES NORTH OF ANGOLA PRISON, 13.6 MILES
 BJ0099'NORTHEAST OF  SIMMSPORT, 11.5 MILES NORTHNORTHEAST OF LETTSWORTH.
 BJ0099'OWNERSHIP- COE   TO REACH THE STATION FROM THE INTERSECTION OF HWY 15
 BJ0099'AND BRIDGE OVER OLD RIVER LOCKS  GO NORTH 9.8 MILES TO SOUTHEAST END
 BJ0099'OF OUTFLOW CHANNEL AND MARK ON LEFT.   THE STATION IS 20' SOUTHWEST OF
 BJ0099'THE CENTERLINE OF HWY 15, 1' NORTHEAST OF THE  SOUTHWEST END OF THE
 BJ0099'BRIDGE ABUTMENT. STATION IS SET IN TOP OF THE SOUTHWEST END OF
 BJ0099'SOUTHEAST CONCRETE ABUTMENT. STAMPED K 254 1966.
 BJ0099
 BJ0099                          STATION RECOVERY (2006)
 BJ0099
 BJ0099'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (FJO)
 BJ0099'TO REACH  M206  FROM THE INTERSECTION OF I-10 AND EXIT 151 JUST WEST
 BJ0099'OF BATON ROUGE, LA, TRAVEL NORTHERLY ON SR 415 (LOBDELL RD)
 BJ0099'FOR APPROXIMATELY 3.4 MILES TO ITS INTERSECTION WITH US 190.
 BJ0099'VEAR/TURN LEFT ON US 190 AND TRAVEL WESTERLY FOR APPROXMATELY 1.3
 BJ0099'MILES TO ALLENDALE RD ON THE RIGHT.  TURN RIGHT (NORTH) ON ALLENDALE
 BJ0099' RD. AND TRAVEL FOR APPROXIMATELY 0.5 MILES TO ITS INTERSECTION WITH
 BJ0099'N. RIVER RD.  TURN LEFT (WESTERLY) ON N. RIVER RD. AND TRAVEL FOR
 BJ0099' APPROXIMATELY 2.15 MILES TO THE STATION ON THE RIGHT.  THE STATION IS
 BJ0099'2.4  EAST OF A BARBED WIRE FENCE, 36.9  EAST OF THE CENTERLINE OF
 BJ0099' N. RIVER RD. AND APPROXIMATELY 170  WEST OF THE CENTERLINE OF THE
 BJ0099'MISSISSIPPI RIVER LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0033 ***********************************************************************
 BJ0033  DESIGNATION -  M 207
 BJ0033  PID         -  BJ0033
 BJ0033  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0033  USGS QUAD   -  LACOUR (1994)
 BJ0033
 BJ0033                         *CURRENT SURVEY CONTROL
 BJ0033  ___________________________________________________________________
 BJ0033* NAD 83(1986)-  30 48 46.     (N)    091 34 44.     (W)     SCALED    
 BJ0033* NAVD 88     -        12.533  (meters)      41.12   (feet)  ADJUSTED  
 BJ0033  ___________________________________________________________________
 BJ0033  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0033  DYNAMIC HT  -          12.517 (meters)      41.07  (feet)  COMP
 BJ0033  MODELED GRAV-     979,370.5   (mgal)                       NAVD 88
 BJ0033
 BJ0033  VERT ORDER  -  FIRST     CLASS I
 BJ0033
 BJ0033.The horizontal coordinates were scaled from a topographic map and have
 BJ0033.an estimated accuracy of +/- 6 seconds.
 BJ0033
 BJ0033.The orthometric height was determined by differential leveling
 BJ0033.and adjusted by the National Geodetic Survey in February 1994..
 BJ0033
 BJ0033.The geoid height was determined by GEOID03.
 BJ0033
 BJ0033.The dynamic height is computed by dividing the NAVD 88
 BJ0033.geopotential number by the normal gravity value computed on the
 BJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0033.degrees latitude (g = 980.6199 gals.).
 BJ0033
 BJ0033.The modeled gravity was interpolated from observed gravity values.
 BJ0033
 BJ0033;                    North         East    Units  Estimated Accuracy
 BJ0033;SPC LA S     -   256,390.      976,500.      MT  (+/- 180 meters Scaled)
 BJ0033
 BJ0033                          SUPERSEDED SURVEY CONTROL
 BJ0033
 BJ0033  NAVD 88 (06/15/91)   12.565  (m)           41.22   (f) UNKNOWN     1 1
 BJ0033  NGVD 29 (??/??/??)   12.522  (m)           41.08   (f) ADJUSTED    1 1
 BJ0033
 BJ0033.Superseded values are not recommended for survey control.
 BJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0033.See file dsdata.txt to determine how the superseded data were derived.
 BJ0033
 BJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ359097(NAD 83)
 BJ0033_MARKER: DB = BENCH MARK DISK
 BJ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0033_STAMPING: M 207 1964
 BJ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0033+STABILITY: SURFACE MOTION
 BJ0033
 BJ0033  HISTORY     - Date     Condition        Report By
 BJ0033  HISTORY     - 1964     MONUMENTED       CGS
 BJ0033  HISTORY     - 1976     GOOD             NGS
 BJ0033
 BJ0033                          STATION DESCRIPTION
 BJ0033
 BJ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0033'2.25 MI SE FROM LACOUR.
 BJ0033'ABOUT 2.25 MILES SOUTHEAST ALONG A GRAVELED ROAD WHICH PARALLELS A
 BJ0033'LEVEE FROM THE GENERAL STORE AT LACOUR, 32 FEET SOUTHWEST OF THE
 BJ0033'CENTER LINE OF THE ROAD, 249 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BJ0033'LEVEE, 2.8 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 BJ0033'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ0033'PROJECTING 6 INCHES.
 BJ0033
 BJ0033                          STATION RECOVERY (1976)
 BJ0033
 BJ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0033'LACOUR, THENCE 1.2 MILES SOUTHEAST ALONG A GRAVELED ROAD, 0.15 MILE
 BJ0033'SOUTHEAST OF A CATTLE GUARD, 102 FT SOUTHWEST OF THE CENTER LINE OF
 BJ0033'THE GRAVELED ROAD, IN THE CENTER OF THREE 4-INCH IRON POSTS THAT ARE
 BJ0033'PAINTED YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0013 ***********************************************************************
 BJ0013  DESIGNATION -  M 208 RESET 1976
 BJ0013  PID         -  BJ0013
 BJ0013  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0013  USGS QUAD   -  INNIS (1994)
 BJ0013
 BJ0013                         *CURRENT SURVEY CONTROL
 BJ0013  ___________________________________________________________________
 BJ0013* NAD 83(1986)-  30 56 31.     (N)    091 39 53.     (W)     SCALED    
 BJ0013* NAVD 88     -        14.541  (meters)      47.71   (feet)  ADJUSTED  
 BJ0013  ___________________________________________________________________
 BJ0013  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0013  DYNAMIC HT  -          14.523 (meters)      47.65  (feet)  COMP
 BJ0013  MODELED GRAV-     979,383.1   (mgal)                       NAVD 88
 BJ0013
 BJ0013  VERT ORDER  -  FIRST     CLASS I
 BJ0013
 BJ0013.The horizontal coordinates were scaled from a topographic map and have
 BJ0013.an estimated accuracy of +/- 6 seconds.
 BJ0013
 BJ0013.The orthometric height was determined by differential leveling
 BJ0013.and adjusted by the National Geodetic Survey in February 1994..
 BJ0013
 BJ0013.The geoid height was determined by GEOID03.
 BJ0013
 BJ0013.The dynamic height is computed by dividing the NAVD 88
 BJ0013.geopotential number by the normal gravity value computed on the
 BJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0013.degrees latitude (g = 980.6199 gals.).
 BJ0013
 BJ0013.The modeled gravity was interpolated from observed gravity values.
 BJ0013
 BJ0013;                    North         East    Units  Estimated Accuracy
 BJ0013;SPC LA S     -   270,730.      968,330.      MT  (+/- 180 meters Scaled)
 BJ0013
 BJ0013                          SUPERSEDED SURVEY CONTROL
 BJ0013
 BJ0013  NAVD 88 (06/15/91)   14.569  (m)           47.80   (f) UNKNOWN     1 1
 BJ0013  NGVD 29 (??/??/??)   14.525  (m)           47.65   (f) ADJUSTED    1 1
 BJ0013
 BJ0013.Superseded values are not recommended for survey control.
 BJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0013.See file dsdata.txt to determine how the superseded data were derived.
 BJ0013
 BJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ275239(NAD 83)
 BJ0013_MARKER: DB = BENCH MARK DISK
 BJ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0013_SP_SET: CONCRETE POST
 BJ0013_STAMPING: M 208 RESET 1976
 BJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0013+STABILITY: SURFACE MOTION
 BJ0013
 BJ0013  HISTORY     - Date     Condition        Report By
 BJ0013  HISTORY     - 1976     MONUMENTED       NGS
 BJ0013  HISTORY     - 1980     GOOD             LADTD
 BJ0013
 BJ0013                          STATION DESCRIPTION
 BJ0013
 BJ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0013'3.3 MI NORTH FROM WILLIAMSPORT.
 BJ0013'3.3 MILES NORTH ALONG STATE HIGHWAY 418 FROM THE ST. STEPHENS CHURCH
 BJ0013'AT WILLIAMSPORT, AT THE SOUTH APEX OF A TRIANGLE FORMED BY A GRAVELED
 BJ0013'ROAD LEADING EAST TO THE ANGOLA FERRY, 35 FT EAST OF THE CENTER LINE
 BJ0013'OF THE HIGHWAY, 15 FT SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 BJ0013'ROAD OF THE TRIANGLE, 11 FT SOUTH OF A FENCE CORNER POST, 1.5 FT EAST
 BJ0013'OF A FENCE.
 BJ0013
 BJ0013                          STATION RECOVERY (1980)
 BJ0013
 BJ0013'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0109 ***********************************************************************
 AU0109  DESIGNATION -  M 209
 AU0109  PID         -  AU0109
 AU0109  STATE/COUNTY-  LA/ASSUMPTION
 AU0109  USGS QUAD   -  PIERRE PART (1980)
 AU0109
 AU0109                         *CURRENT SURVEY CONTROL
 AU0109  ___________________________________________________________________
 AU0109* NAD 83(1986)-  29 55 03.     (N)    091 13 44.     (W)     SCALED    
 AU0109* NAVD 88     -         1.70   (+/-2cm)       5.6    (feet)  VERTCON   
 AU0109  ___________________________________________________________________
 AU0109  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AU0109
 AU0109  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0109
 AU0109.The horizontal coordinates were scaled from a topographic map and have
 AU0109.an estimated accuracy of +/- 6 seconds.
 AU0109
 AU0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0109.The vertical order pertains to the NGVD 29 superseded value.
 AU0109
 AU0109.The geoid height was determined by GEOID03.
 AU0109
 AU0109;                    North         East    Units  Estimated Accuracy
 AU0109;SPC LA S     -   157,130.    1,010,090.      MT  (+/- 180 meters Scaled)
 AU0109
 AU0109                          SUPERSEDED SURVEY CONTROL
 AU0109
 AU0109  NGVD 29 (??/??/??)    1.758  (m)            5.77   (f) ADJUSTED    1 2
 AU0109
 AU0109.Superseded values are not recommended for survey control.
 AU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0109.See file dsdata.txt to determine how the superseded data were derived.
 AU0109
 AU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP709109(NAD 83)
 AU0109_MARKER: DB = BENCH MARK DISK
 AU0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0109_STAMPING: M 209 1964
 AU0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0109+STABILITY: SURFACE MOTION
 AU0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU0109+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 AU0109
 AU0109  HISTORY     - Date     Condition        Report By
 AU0109  HISTORY     - 1964     MONUMENTED       CGS
 AU0109  HISTORY     - 1965     GOOD             CGS
 AU0109  HISTORY     - 1976     GOOD             NGS
 AU0109  HISTORY     - 20060502 GOOD             NGS
 AU0109
 AU0109                          STATION DESCRIPTION
 AU0109
 AU0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU0109'0.95 MI NW FROM BELLE RIVER.
 AU0109'ABOUT 0.95 MILE NORTHWEST ALONG STATE ROAD 1016-2 FROM THE NORTH END
 AU0109'OF DRAWBRIDGE OVER BELLE RIVER AT BELLE RIVER AT THE CROSSING OF A GAS
 AU0109'LINE, 30 FEET NORTH OF THE NORTH EDGE OF AN OIL TANK, 29 FEET
 AU0109'SOUTHWEST OF THE CENTER LINE OF ROAD, 3.5 FEET WEST OF THE NORTH
 AU0109'CORNER POST OF A FENCE AROUND OIL TANK, ABOUT 1 FOOT BELOW THE LEVEL
 AU0109'OF ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AU0109
 AU0109                          STATION RECOVERY (1976)
 AU0109
 AU0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0109'AT BELLE RIVER, 0.95 MILE NORTHWEST ALONG STATE HIGHWAY 1016-2 FROM
 AU0109'THE NORTH END OF A DRAWBRIDGE OVER THE BELLE RIVER, AT POINT WHERE A
 AU0109'PIPE LINE CROSSES THE RIVER, 28.5 FT SOUTHWEST OF THE CENTER LINE OF
 AU0109'THE HIGHWAY, 62.5 FT SOUTH OF AND ACROSS THE HIGHWAY FROM THE WEST END
 AU0109'OF A DOUBLE ENTRANCE GATE TO PIPELINE VALVES AND STORAGE TANKS, 20.0
 AU0109'FT NORTHWEST OF A LA HIGHWAY CONCRETE POST RIGHT OF WAY MARKER, 4 FT
 AU0109'WEST OF A WOODEN POST WITH A WITNESS POST SIGN.  NOT LEVELED TO IN
 AU0109'1976.
 AU0109
 AU0109                          STATION RECOVERY (2006)
 AU0109
 AU0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU0109'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1589 ***********************************************************************
 BJ1589  DESIGNATION -  M 21
 BJ1589  PID         -  BJ1589
 BJ1589  STATE/COUNTY-  LA/ST TAMMANY
 BJ1589  USGS QUAD   -  COVINGTON (1994)
 BJ1589
 BJ1589                         *CURRENT SURVEY CONTROL
 BJ1589  ___________________________________________________________________
 BJ1589* NAD 83(1986)-  30 29 06.     (N)    090 06 13.     (W)     SCALED    
 BJ1589* NAVD 88     -         8.283  (meters)      27.18   (feet)  ADJUSTED  
 BJ1589  ___________________________________________________________________
 BJ1589  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ1589  DYNAMIC HT  -           8.272 (meters)      27.14  (feet)  COMP
 BJ1589  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 BJ1589
 BJ1589  VERT ORDER  -  FIRST     CLASS II
 BJ1589
 BJ1589.The horizontal coordinates were scaled from a topographic map and have
 BJ1589.an estimated accuracy of +/- 6 seconds.
 BJ1589
 BJ1589.The orthometric height was determined by differential leveling
 BJ1589.and adjusted by the National Geodetic Survey in February 1994..
 BJ1589
 BJ1589.The geoid height was determined by GEOID03.
 BJ1589
 BJ1589.The dynamic height is computed by dividing the NAVD 88
 BJ1589.geopotential number by the normal gravity value computed on the
 BJ1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1589.degrees latitude (g = 980.6199 gals.).
 BJ1589
 BJ1589.The modeled gravity was interpolated from observed gravity values.
 BJ1589
 BJ1589;                    North         East    Units  Estimated Accuracy
 BJ1589;SPC LA S     -   220,660.    1,118,060.      MT  (+/- 180 meters Scaled)
 BJ1589
 BJ1589                          SUPERSEDED SURVEY CONTROL
 BJ1589
 BJ1589  NGVD 29 (??/??/??)    8.275  (m)           27.15   (f) ADJUSTED    1 2
 BJ1589
 BJ1589.Superseded values are not recommended for survey control.
 BJ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1589.See file dsdata.txt to determine how the superseded data were derived.
 BJ1589
 BJ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP780760(NAD 83)
 BJ1589_MARKER: DB = BENCH MARK DISK
 BJ1589_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BJ1589_SP_SET: FOUNDATION
 BJ1589_STAMPING: M 21 1934 27.579
 BJ1589_MARK LOGO: CGS   
 BJ1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ1589+STABILITY: POSITION/ELEVATION WELL
 BJ1589
 BJ1589  HISTORY     - Date     Condition        Report By
 BJ1589  HISTORY     - 1934     MONUMENTED       CGS
 BJ1589  HISTORY     - 1955     GOOD             CGS
 BJ1589  HISTORY     - 1977     GOOD             LADTD
 BJ1589  HISTORY     - 1986     GOOD             NGS
 BJ1589  HISTORY     - 20031010 GOOD             USPSQD
 BJ1589
 BJ1589                          STATION DESCRIPTION
 BJ1589
 BJ1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1589'0.7 MI NW FROM COVINGTON.
 BJ1589'LOCATED 0.7 MILE NORTHWEST ALONG THE GAYLORD CONTAINER CORP. RAILROAD
 BJ1589'FROM THE STATION IN COVINGTON, AT THE SHELL OIL CO. BULK PLANT, AT THE
 BJ1589'INTERSECTION OF POLK ST. AND THE RAILROAD TRACK BETWEEN 28TH AND 29TH
 BJ1589'STREETS.  AT THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 BJ1589'SOUTH ONE OF THREE UPRIGHT STORAGE TANKS, 72 FEET NORTH OF THE NORTH
 BJ1589'RAIL OF THE TRACK AT A POINT 114 FEET WEST OF A SWITCH STAND FOR THE
 BJ1589'NORTH SIDE TRACK AND OPPOSITE A CATTLE LOADING CHUTE.  IT IS A
 BJ1589'STANDARD DISK SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION AND ABOUT
 BJ1589'LEVEL WITH THE TRACK
 BJ1589
 BJ1589                          STATION RECOVERY (1977)
 BJ1589
 BJ1589'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1589'0.7 MILE NORTHWEST ALONG THE GAYLORD CONTAINER RAILROAD FROM THE
 BJ1589'STATION IN COVINGTON, AT THE SHELL OIL CO. BULK PLANT, AT THE
 BJ1589'INTERSECTION OF POLK STREET AND THE RAILROAD TRACK BETWEEN 28TH AND
 BJ1589'29TH STREETS. AT THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 BJ1589'THE SOUTH ONE OF THREE UPRIGHT STORAGE TANKS, 72 FEET NORTH OF THE
 BJ1589'NORTH RAIL OF THE TRACK AT A POINT 114 FEET WEST OF A SWITCH STAND FOR
 BJ1589'THE NORTH SIDE TRACK
 BJ1589
 BJ1589                          STATION RECOVERY (1986)
 BJ1589
 BJ1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1589'RECOVERED IN GOOD CONDITION.
 BJ1589
 BJ1589                          STATION RECOVERY (2003)
 BJ1589
 BJ1589'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1589'DESCRIPTION CHANGE, LOCATION IS BETWEEN 26TH AND 28TH STS.GAYLORD
 BJ1589'CONTAINER RAILROAD HAS BEEN REMOVED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0375 ***********************************************************************
 AV0375  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0375  DESIGNATION -  M 212
 AV0375  PID         -  AV0375
 AV0375  STATE/COUNTY-  LA/CAMERON
 AV0375  USGS QUAD   -  CAMERON (1982)
 AV0375
 AV0375                         *CURRENT SURVEY CONTROL
 AV0375  ___________________________________________________________________
 AV0375* NAD 83(1992)-  29 48 14.88055(N)    093 20 56.65170(W)     ADJUSTED  
 AV0375* NAVD 88     -         1.04 **(meters)       3.4  **(feet)  GPS OBS(2004.65)
 AV0375  **This station is located in a subsidence area (see below).
 AV0375  ___________________________________________________________________
 AV0375  EPOCH DATE  -        2004.65
 AV0375  X           -    -323,586.331 (meters)                     COMP
 AV0375  Y           -  -5,529,598.230 (meters)                     COMP
 AV0375  Z           -   3,151,539.305 (meters)                     COMP
 AV0375  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0375  ELLIP HEIGHT-         -25.76  (meters)          (06/22/05) GPS OBS
 AV0375  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AV0375  DYNAMIC HT  -           1.04  (meters)       3.4   (feet)  COMP
 AV0375  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 AV0375
 AV0375  HORZ ORDER  -  B
 AV0375  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0375  ELLP ORDER  -  FOURTH    CLASS I
 AV0375
 AV0375.The horizontal coordinates were established by GPS observations
 AV0375.and adjusted by the National Geodetic Survey in June 2005..
 AV0375.The horizontal coordinates are valid at the epoch date displayed above.
 AV0375.The epoch date for horizontal control is a decimal equivalence
 AV0375.of Year/Month/Day.
 AV0375
 AV0375 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0375 ** and geoid heights are valid at the date of observation. These heights
 AV0375 ** must always be validated when used as control.
 AV0375 ** The orthometric height was determined by GPS observations using
 AV0375 ** precise GPS observation and processing techniques and a new
 AV0375 ** realization of GEOID03. It supersedes the leveled height previously
 AV0375 ** determined for this station.
 AV0375 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0375 ** epoch indicated which incorporates improved geoid heights for the
 AV0375 ** Southern Louisiana Subsidence area.
 AV0375 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0375.The orthometric height was determined by GPS observations and a
 AV0375.high-resolution geoid model using precise GPS observation and
 AV0375.processing techniques. It supersedes the leveled height previously
 AV0375.determined for this station.
 AV0375.WARNING-GPS observations at this control monument resulted in a GPS
 AV0375.derived orthometric height which differed from the leveled height by
 AV0375.more than one decimeter (0.1 meter).
 AV0375.The vertical order pertains to the first NAVD 88 superseded value.
 AV0375
 AV0375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0375
 AV0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0375
 AV0375.The ellipsoidal height was determined by GPS observations
 AV0375.and is referenced to NAD 83.
 AV0375
 AV0375.The geoid height was determined by GEOID03.
 AV0375
 AV0375.The dynamic height is computed by dividing the NAVD 88
 AV0375.geopotential number by the normal gravity value computed on the
 AV0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0375.degrees latitude (g = 980.6199 gals.).
 AV0375
 AV0375.The modeled gravity was interpolated from observed gravity values.
 AV0375
 AV0375;                    North         East     Units Scale Factor Converg.
 AV0375;SPC LA S     -   146,269.863   805,151.658   MT  0.99993160   -1 00 28.4
 AV0375;SPC LA S     -   479,887.04  2,641,568.40   sFT  0.99993160   -1 00 28.4
 AV0375;UTM  15      - 3,297,133.153   466,266.991   MT  0.99961404   -0 10 24.6
 AV0375
 AV0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0375!SPC LA S     -   1.00000405  x   0.99993160  =   0.99993565
 AV0375!UTM  15      -   1.00000405  x   0.99961404  =   0.99961808
 AV0375
 AV0375                          SUPERSEDED SURVEY CONTROL
 AV0375
 AV0375  NAVD 88 (02/14/94)    1.202  (m)            3.94   (f) ADJUSTED    1 2
 AV0375  NGVD 29 (??/??/??)    1.188  (m)            3.90   (f) ADJUSTED    1 2
 AV0375
 AV0375.Superseded values are not recommended for survey control.
 AV0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0375.See file dsdata.txt to determine how the superseded data were derived.
 AV0375
 AV0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6626797133(NAD 83)
 AV0375_MARKER: DB = BENCH MARK DISK
 AV0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0375_SP_SET: BRIDGE ABUTMENT
 AV0375_STAMPING: M 212 1965
 AV0375_MARK LOGO: CGS   
 AV0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0375+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 AV0375
 AV0375  HISTORY     - Date     Condition        Report By
 AV0375  HISTORY     - 1965     MONUMENTED       CGS
 AV0375  HISTORY     - 1978     GOOD             NGS
 AV0375  HISTORY     - 1978     GOOD             NGS
 AV0375  HISTORY     - 1981     GOOD             NGS
 AV0375  HISTORY     - 20040427 GOOD             NGS
 AV0375  HISTORY     - 20050406 GOOD             USPSQD
 AV0375
 AV0375                          STATION DESCRIPTION
 AV0375
 AV0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0375'1.65 MI W FROM CAMERON.
 AV0375'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 AV0375'CAMERON, IN S 36, T 14 S, R 10 W, ON THE WEST BANK OF THE CALCASIEU
 AV0375'SHIP CHANNEL, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AV0375'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE OLD
 AV0375'FERRY CROSSING, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AV0375
 AV0375                          STATION RECOVERY (1978)
 AV0375
 AV0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0375'RECOVERED IN GOOD CONDITION.
 AV0375
 AV0375                          STATION RECOVERY (1978)
 AV0375
 AV0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0375'RECOVERED IN GOOD CONDITION.
 AV0375
 AV0375                          STATION RECOVERY (1981)
 AV0375
 AV0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AV0375'2.9 KILOMETERS (1.8 MILES) WEST ALONG STATE HIGHWAY 27 FROM THE POST
 AV0375'OFFICE IN CAMERON, TO THE WEST SIDE OF THE FERRY CROSSING AND THE MARK
 AV0375'ON THE RIGHT, IN TOP OF THE SOUTH END OF THE CONCRETE ABUTMENT OF THE
 AV0375'OLD FERRY CROSSING, 6.1 METERS (20.0 FEET) SOUTH OF THE CENTER LINE OF
 AV0375'THE OLD ROAD.
 AV0375'THE MARK IS 0.30 M ABOVE OLD ROAD.
 AV0375
 AV0375                          STATION RECOVERY (2004)
 AV0375
 AV0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0375'1.8 MILES W ON LA 27 FROM THE POST OFFICE IN CAMERON AND ACROSS THE
 AV0375'FERRY TO THE OLD  FERRY LANDING JUST N OF THE NEW LANDING. IN THE TOP
 AV0375'OF THE SOUTH ABUTMENT OF THE OLD  LANDING AND AT THE S END OF A
 AV0375'PARTIALLY BURIED 18 INCH I BEAM ON THE EAST SIDE OF THE S  END, 12.6
 AV0375'FEET NNW OF A POWER POLE AND 6.8 FEET WNW OF THE CENTER OF THE S
 AV0375'PILING OF THE  OLD BULKHEAD.
 AV0375
 AV0375                          STATION RECOVERY (2005)
 AV0375
 AV0375'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0314 ***********************************************************************
 AV0314  DESIGNATION -  M 215
 AV0314  PID         -  AV0314
 AV0314  STATE/COUNTY-  LA/VERMILION
 AV0314  USGS QUAD   -  FLOATING TURF BAYOU (1979)
 AV0314
 AV0314                         *CURRENT SURVEY CONTROL
 AV0314  ___________________________________________________________________
 AV0314* NAD 83(1992)-  29 41 06.72372(N)    092 36 24.76900(W)     ADJUSTED  
 AV0314* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0314  **This station is located in a subsidence area (see below).
 AV0314  ___________________________________________________________________
 AV0314  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AV0314  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AV0314  DYNAMIC HT  -           2.1   (meters)       7.    (feet)  COMP
 AV0314  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 AV0314
 AV0314  HORZ ORDER  -  SECOND
 AV0314  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0314
 AV0314.The horizontal coordinates were established by classical geodetic methods
 AV0314.and adjusted by the National Geodetic Survey in January 1993..
 AV0314.No horizontal observational check was made to the station.
 AV0314
 AV0314 ** The orthometric height has not been validated since last determined
 AV0314 ** by differential leveling and should not be used for control purposes.
 AV0314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0314 ** area with valid NAVD 88 orthometric heights.
 AV0314 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0314 ** epoch indicated which incorporates improved geoid heights for the
 AV0314 ** Southern Louisiana Subsidence area.
 AV0314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0314.The orthometric height was scaled from a topographic map.
 AV0314.The vertical order pertains to the NGVD 29 superseded value.
 AV0314
 AV0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0314
 AV0314.The geoid height was determined by GEOID03.
 AV0314
 AV0314.The dynamic height is computed by dividing the NAVD 88
 AV0314.geopotential number by the normal gravity value computed on the
 AV0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0314.degrees latitude (g = 980.6199 gals.).
 AV0314
 AV0314.The modeled gravity was interpolated from observed gravity values.
 AV0314
 AV0314;                    North         East     Units Scale Factor Converg.
 AV0314;SPC LA S     -   132,058.372   876,744.051   MT  0.99994083   -0 38 12.4
 AV0314;SPC LA S     -   433,261.51  2,876,451.11   sFT  0.99994083   -0 38 12.4
 AV0314;UTM  15      - 3,283,968.530   538,034.735   MT  0.99961785   +0 11 40.9
 AV0314
 AV0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0314!SPC LA S     -   1.00000376  x   0.99994083  =   0.99994458
 AV0314!UTM  15      -   1.00000376  x   0.99961785  =   0.99962160
 AV0314
 AV0314                          SUPERSEDED SURVEY CONTROL
 AV0314
 AV0314  NAD 83(1986)-  29 41 06.73954(N)    092 36 24.74048(W) AD(       ) 2
 AV0314  NGVD 29 (??/??/??)    2.002  (m)            6.57   (f) ADJUSTED    1 2
 AV0314
 AV0314.Superseded values are not recommended for survey control.
 AV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0314.See file dsdata.txt to determine how the superseded data were derived.
 AV0314
 AV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3803583969(NAD 83)
 AV0314_MARKER: DB = BENCH MARK DISK
 AV0314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AV0314_SP_SET: ABUTMENT
 AV0314_STAMPING: M 215 1965
 AV0314_MARK LOGO: CGS   
 AV0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0314
 AV0314  HISTORY     - Date     Condition        Report By
 AV0314  HISTORY     - 1965     MONUMENTED       CGS
 AV0314  HISTORY     - 1978     GOOD             NGS
 AV0314  HISTORY     - 1978     GOOD             NGS
 AV0314  HISTORY     - 1986     GOOD             NGS
 AV0314  HISTORY     - 1987     GOOD             LADTD
 AV0314  HISTORY     - 1987     GOOD             LADTD
 AV0314
 AV0314                          STATION DESCRIPTION
 AV0314
 AV0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0314'9.75 MI W FROM PECAN ISLAND.
 AV0314'ABOUT 9.75 MILES WEST ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE AT
 AV0314'PECAN ISLAND, ABOUT 0.9 MILE EAST OF THE CAMERON-VERMILION COUNTY
 AV0314'LINE, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL
 AV0314'WITH THE HIGHWAY, AND SET IN THE TOP OF THE NORTH END OF THE WEST
 AV0314'ABUTMENT OF A CONCRETE BRIDGE OVER LONG ISLAND DITCH.
 AV0314
 AV0314                          STATION RECOVERY (1978)
 AV0314
 AV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0314'RECOVERED IN GOOD CONDITION.
 AV0314
 AV0314                          STATION RECOVERY (1978)
 AV0314
 AV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0314'RECOVERED IN GOOD CONDITION.
 AV0314
 AV0314                          STATION RECOVERY (1986)
 AV0314
 AV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0314'RECOVERED IN GOOD CONDITION.
 AV0314
 AV0314                          STATION RECOVERY (1987)
 AV0314
 AV0314'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AV0314'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AV0314'A NEW DESCRIPTION FOLLOWS.
 AV0314'
 AV0314'THE STATION IS LOCATED ABOUT 15.7 KM (9.8 MI)
 AV0314'WEST OF PECAN ISLAND AND
 AV0314'37 KM (23 MI) EAST OF GRAND CHENIER.
 AV0314'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AV0314'
 AV0314'TO REACH THE STATION FROM THE SCHOOL IN PECAN ISLAND, GO
 AV0314'WEST FOR 15.7 KM (9.75 MI) ON STATE HIGHWAY 82 TO THE MARK ON THE
 AV0314'RIGHT IN THE NORTHWEST CORNER OF THE BRIDGE OVER LONG ISLAND DITCH,
 AV0314'ALSO ABOUT 1.5 KM (0.9 MI) EAST OF THE CAMERON-VERMILLION PARISH
 AV0314'LINE.
 AV0314'
 AV0314'THE STATION IS A STANDARD CGS DISK
 AV0314'STAMPED---M 215---,
 AV0314'SET INTO A DRILL HOLE IN THE NORTHWEST WINGWALL OF THE BRIDGE OVER
 AV0314'LONG ISLAND DITCH.
 AV0314'4.9 METERS (16 FT) NORTH FROM THE CENTER OF THE HIGHWAY.
 AV0314
 AV0314                          STATION RECOVERY (1987)
 AV0314
 AV0314'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AV0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0490 ***********************************************************************
 BJ0490  DESIGNATION -  M 216
 BJ0490  PID         -  BJ0490
 BJ0490  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0490  USGS QUAD   -  ZACHARY (1980)
 BJ0490
 BJ0490                         *CURRENT SURVEY CONTROL
 BJ0490  ___________________________________________________________________
 BJ0490* NAD 83(1986)-  30 37 39.     (N)    091 09 38.     (W)     SCALED    
 BJ0490* NAVD 88     -        24.180  (meters)      79.33   (feet)  ADJUSTED  
 BJ0490  ___________________________________________________________________
 BJ0490  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0490  DYNAMIC HT  -          24.148 (meters)      79.23  (feet)  COMP
 BJ0490  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ0490
 BJ0490  VERT ORDER  -  FIRST     CLASS I
 BJ0490
 BJ0490.The horizontal coordinates were scaled from a topographic map and have
 BJ0490.an estimated accuracy of +/- 6 seconds.
 BJ0490
 BJ0490.The orthometric height was determined by differential leveling
 BJ0490.and adjusted by the National Geodetic Survey in February 1994..
 BJ0490
 BJ0490.The geoid height was determined by GEOID03.
 BJ0490
 BJ0490.The dynamic height is computed by dividing the NAVD 88
 BJ0490.geopotential number by the normal gravity value computed on the
 BJ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0490.degrees latitude (g = 980.6199 gals.).
 BJ0490
 BJ0490.The modeled gravity was interpolated from observed gravity values.
 BJ0490
 BJ0490;                    North         East    Units  Estimated Accuracy
 BJ0490;SPC LA S     -   235,840.    1,016,570.      MT  (+/- 180 meters Scaled)
 BJ0490
 BJ0490                          SUPERSEDED SURVEY CONTROL
 BJ0490
 BJ0490  NGVD 29 (??/??/??)   24.191  (m)           79.37   (f) ADJUSTED    1 1
 BJ0490
 BJ0490.Superseded values are not recommended for survey control.
 BJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0490.See file dsdata.txt to determine how the superseded data were derived.
 BJ0490
 BJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP762897(NAD 83)
 BJ0490_MARKER: DB = BENCH MARK DISK
 BJ0490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0490_SP_SET: COPPER CLAD ROD
 BJ0490_STAMPING: M 216 1965
 BJ0490_MARK LOGO: CGS   
 BJ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0490
 BJ0490  HISTORY     - Date     Condition        Report By
 BJ0490  HISTORY     - 1965     MONUMENTED       CGS
 BJ0490  HISTORY     - 1976     GOOD             NGS
 BJ0490  HISTORY     - 1987     GOOD             LA-033
 BJ0490
 BJ0490                          STATION DESCRIPTION
 BJ0490
 BJ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0490'1.5 MI S FROM ZACHARY.
 BJ0490'ABOUT 1.5 MILES SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0490'FROM THE STATION AT ZACHARY, OR ABOUT 0.1 MILE EAST ALONG A PAVED
 BJ0490'STREET FROM THE POST OFFICE AT BAKER, THENCE 2.95 MILES NORTH ALONG
 BJ0490'THE YAZOO AND MISSISSIPPI VALLEY RAILROAD, IN S 57, T 5 S, R 1 W,
 BJ0490'ABOUT 0.2 MILE NORTH OF A GRAVELED ROAD CROSSING, 168 FEET SOUTH OF
 BJ0490'THE CENTER LINE OF A TRACK ROAD, 86 FEET EAST OF THE EAST RAIL, 52
 BJ0490'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 19, 9 FEET SOUTH OF A
 BJ0490'24-INCH OAK TREE, 1.0 FOOT NORTH OF A WOODEN WITNESS POST, ABOUT 2
 BJ0490'FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 BJ0490'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS ENCASED
 BJ0490'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 BJ0490
 BJ0490                          STATION RECOVERY (1976)
 BJ0490
 BJ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0490'1.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD TRACK FROM
 BJ0490'THE STATION AT ZACHARY, 0.25 MILE NORTH OF THE CROSSING OF THE
 BJ0490'SPUR LINE, 168 FT SOUTH OF THE CENTER LINE OF THE TRACK ROAD.
 BJ0490'86.0 FT EAST OF THE EAST RAIL OF THE TRACK, 51 FT WEST OF THE
 BJ0490'CENTER LINE OF STATE HIGHWAY 19, 61 FT EAST OF A POWER LINE POLE,
 BJ0490'15 FT NORTH OF A 24-INCH OAK TREE.
 BJ0490
 BJ0490                          STATION RECOVERY (1987)
 BJ0490
 BJ0490'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0490'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION OF STATE HIGHWAY 19 IS
 BJ0490'UNDER CONSTRUCTION THIS DATE AND DISTANCE FROM CENTERLINE OF SOUTH
 BJ0490'BOUND LANES COULD CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2287 ***********************************************************************
 BJ2287  DESIGNATION -  M 217
 BJ2287  PID         -  BJ2287
 BJ2287  STATE/COUNTY-  LA/IBERVILLE
 BJ2287  USGS QUAD   -  MARINGOUIN (1992)
 BJ2287
 BJ2287                         *CURRENT SURVEY CONTROL
 BJ2287  ___________________________________________________________________
 BJ2287* NAD 83(1986)-  30 22 48.     (N)    091 35 34.     (W)     SCALED    
 BJ2287* NAVD 88     -         6.05   (+/-2cm)      19.8    (feet)  VERTCON   
 BJ2287  ___________________________________________________________________
 BJ2287  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2287
 BJ2287  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2287
 BJ2287.The horizontal coordinates were scaled from a topographic map and have
 BJ2287.an estimated accuracy of +/- 6 seconds.
 BJ2287
 BJ2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2287.The vertical order pertains to the NGVD 29 superseded value.
 BJ2287
 BJ2287.The geoid height was determined by GEOID03.
 BJ2287
 BJ2287;                    North         East    Units  Estimated Accuracy
 BJ2287;SPC LA S     -   208,420.      975,060.      MT  (+/- 180 meters Scaled)
 BJ2287
 BJ2287                          SUPERSEDED SURVEY CONTROL
 BJ2287
 BJ2287  NGVD 29 (??/??/??)    6.070  (m)           19.91   (f) ADJUSTED    1 2
 BJ2287
 BJ2287.Superseded values are not recommended for survey control.
 BJ2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2287.See file dsdata.txt to determine how the superseded data were derived.
 BJ2287
 BJ2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP352617(NAD 83)
 BJ2287_MARKER: DB = BENCH MARK DISK
 BJ2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2287_STAMPING: M 217 1965
 BJ2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2287+STABILITY: SURFACE MOTION
 BJ2287
 BJ2287  HISTORY     - Date     Condition        Report By
 BJ2287  HISTORY     - 1965     MONUMENTED       CGS
 BJ2287
 BJ2287                          STATION DESCRIPTION
 BJ2287
 BJ2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2287'5.35 MI W FROM RAMAH.
 BJ2287'ABOUT 5.35 MILES WEST ALONG A SHELL ROAD AND DOUBLE ROW OF POWER POLES
 BJ2287'FROM THE DISOTELLS GROCERY STORE AT RAMAH, IN FRACTIONAL SECTION 69, T
 BJ2287'8 S, R 9 E, 0.6 MILE NORTHEAST OF THE ST. MARTIN-IBERVILLE PARISH
 BJ2287'LINE, 25 FEET NORTH OF THE CENTER LINE OF THE SHELL ROAD, 26 FEET
 BJ2287'SOUTH OF THE CENTER LINE OF AN OLD RAILROAD GRADE, 5.7 FEET EAST OF
 BJ2287'THE MOST SOUTHERLY OF TWO POWER POLES, 1.5 FEET WEST OF A CREOSOTED
 BJ2287'WITNESS POST, ABOUT 2.5 FEET BELOW THE ROAD, AND SET IN THE TOP OF A
 BJ2287'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1435 ***********************************************************************
 BH1435  DESIGNATION -  M 23
 BH1435  PID         -  BH1435
 BH1435  STATE/COUNTY-  LA/WASHINGTON
 BH1435  USGS QUAD   -  ANGIE (1982)
 BH1435
 BH1435                         *CURRENT SURVEY CONTROL
 BH1435  ___________________________________________________________________
 BH1435* NAD 83(1986)-  30 58 00.     (N)    089 48 34.     (W)     SCALED    
 BH1435* NAVD 88     -        43.37   (+/-2cm)     142.3    (feet)  VERTCON   
 BH1435  ___________________________________________________________________
 BH1435  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BH1435
 BH1435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1435
 BH1435.The horizontal coordinates were scaled from a topographic map and have
 BH1435.an estimated accuracy of +/- 6 seconds.
 BH1435
 BH1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1435.The vertical order pertains to the NGVD 29 superseded value.
 BH1435
 BH1435.The geoid height was determined by GEOID03.
 BH1435
 BH1435;                    North         East    Units  Estimated Accuracy
 BH1435;SPC LA S     -   274,400.    1,145,590.      MT  (+/- 180 meters Scaled)
 BH1435
 BH1435                          SUPERSEDED SURVEY CONTROL
 BH1435
 BH1435  NGVD 29 (??/??/??)   43.428  (m)          142.48   (f) ADJUSTED    2 0
 BH1435
 BH1435.Superseded values are not recommended for survey control.
 BH1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1435.See file dsdata.txt to determine how the superseded data were derived.
 BH1435
 BH1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV316292(NAD 83)
 BH1435_MARKER: DB = BENCH MARK DISK
 BH1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1435_STAMPING: 142 M 23 1934
 BH1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1435+STABILITY: SURFACE MOTION
 BH1435
 BH1435  HISTORY     - Date     Condition        Report By
 BH1435  HISTORY     - 1934     MONUMENTED       CGS
 BH1435  HISTORY     - 1955     GOOD             CGS
 BH1435  HISTORY     - 20060601 MARK NOT FOUND   NGS
 BH1435
 BH1435                          STATION DESCRIPTION
 BH1435
 BH1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1435'IN ANGIE.
 BH1435'AT ANGIE, WASHINGTON PARISH, ON THE GULF, MOBILE AND OHIO RAILROAD, 53
 BH1435'FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION, 250 FEET SOUTH OF A
 BH1435'ROAD CROSSING, 2 POLES NORTH OF MILEPOST 84, 20 FEET WEST OF THE WEST
 BH1435'RAIL OF THE MAIN TRACK, 59 FEET WEST OF POLE 617, 10 FEET NORTHWEST OF
 BH1435'THE WEST END OF A WOODEN CULVERT, AND LEVEL WITH THE TRACK. A STANDARD
 BH1435'DISK, STAMPED 142 M 23 1934 AND SET IN THE TOP OF A CONCRETE POST
 BH1435'PROJECTING 6 INCHES ABOVE GROUND.
 BH1435
 BH1435                          STATION RECOVERY (2006)
 BH1435
 BH1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1435'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2309 ***********************************************************************
 CP2309  DESIGNATION -  M 23 104 USE
 CP2309  PID         -  CP2309
 CP2309  STATE/COUNTY-  LA/MADISON
 CP2309  USGS QUAD   -  YOKENA (1973)
 CP2309
 CP2309                         *CURRENT SURVEY CONTROL
 CP2309  ___________________________________________________________________
 CP2309* NAD 83(1986)-  32 14 51.     (N)    090 59 20.     (W)     SCALED    
 CP2309* NAVD 88     -        26.488  (meters)      86.90   (feet)  ADJUSTED  
 CP2309  ___________________________________________________________________
 CP2309  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP2309  DYNAMIC HT  -          26.457 (meters)      86.80  (feet)  COMP
 CP2309  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 CP2309
 CP2309  VERT ORDER  -  FIRST     CLASS II
 CP2309
 CP2309.The horizontal coordinates were scaled from a topographic map and have
 CP2309.an estimated accuracy of +/- 6 seconds.
 CP2309
 CP2309.The orthometric height was determined by differential leveling
 CP2309.and adjusted by the National Geodetic Survey in February 1994..
 CP2309
 CP2309.The geoid height was determined by GEOID03.
 CP2309
 CP2309.The dynamic height is computed by dividing the NAVD 88
 CP2309.geopotential number by the normal gravity value computed on the
 CP2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2309.degrees latitude (g = 980.6199 gals.).
 CP2309
 CP2309.The modeled gravity was interpolated from observed gravity values.
 CP2309
 CP2309;                    North         East    Units  Estimated Accuracy
 CP2309;SPC LA N     -   194,750.    1,142,390.      MT  (+/- 180 meters Scaled)
 CP2309
 CP2309                          SUPERSEDED SURVEY CONTROL
 CP2309
 CP2309  NAVD 88 (06/15/91)   26.489  (m)           86.91   (f) UNKNOWN     1 2
 CP2309  NGVD 29 (??/??/??)   26.518  (m)           87.00   (f) ADJUSTED    1 2
 CP2309
 CP2309.Superseded values are not recommended for survey control.
 CP2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2309.See file dsdata.txt to determine how the superseded data were derived.
 CP2309
 CP2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR894696(NAD 83)
 CP2309_MARKER: DD = SURVEY DISK
 CP2309_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2309_SP_SET: COPPER-CLAD STEEL ROD
 CP2309_STAMPING: M 23-104 1978
 CP2309_PROJECTION: RECESSED 5 CENTIMETERS
 CP2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2309_ROD/PIPE-DEPTH: 56.7 meters
 CP2309
 CP2309  HISTORY     - Date     Condition        Report By
 CP2309  HISTORY     - 1978     MONUMENTED       USE
 CP2309  HISTORY     - 1979     GOOD             NGS
 CP2309
 CP2309                          STATION DESCRIPTION
 CP2309
 CP2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2309'7.45 MI SW FROM DELTA.
 CP2309'7.45 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2309'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA SET AT THE BASE OF THE
 CP2309'LEVEE IN A FENCE LINE, AT A POWER LINE CROSSING OVER THE LEVEE, AND
 CP2309'DIRECTLY ACROSS THE ROAD FROM THE JUNCTION OF A SPUR LEVEE ROAD,
 CP2309'0.05 MILE SOUTHWEST OF A CATTLE GUARD IN THE LEVEE ROAD, 118 FEET
 CP2309'NORTHWEST OF THE CENTER OF THE ROAD, 28 FEET SOUTHWEST OF A POWER POLE
 CP2309'WITH 2 GUY WIRES AND POWER LINES CROSSING OVER THE LEVEE, 23 FEET
 CP2309'SOUTHWEST OF A TELEPHONE CABLE JUNCTION BOX WITH A SIGN, WARNING
 CP2309'UNDER GROUND CABLE, AND 1.5 FEET SOUTHEAST OF THE 4-FOOT HIGH BARB
 CP2309'WIRE FENCE.
 CP2309'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CP2309'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0668 ***********************************************************************
 BX0668  DESIGNATION -  M 230
 BX0668  PID         -  BX0668
 BX0668  STATE/COUNTY-  LA/GRANT
 BX0668  USGS QUAD   -  BALL (1993)
 BX0668
 BX0668                         *CURRENT SURVEY CONTROL
 BX0668  ___________________________________________________________________
 BX0668* NAD 83(1986)-  31 28 18.     (N)    092 24 21.     (W)     SCALED    
 BX0668* NAVD 88     -        50.97   (+/-2cm)     167.2    (feet)  VERTCON   
 BX0668  ___________________________________________________________________
 BX0668  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX0668
 BX0668  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0668
 BX0668.The horizontal coordinates were scaled from a topographic map and have
 BX0668.an estimated accuracy of +/- 6 seconds.
 BX0668
 BX0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0668.The vertical order pertains to the NGVD 29 superseded value.
 BX0668
 BX0668.The geoid height was determined by GEOID03.
 BX0668
 BX0668;                    North         East    Units  Estimated Accuracy
 BX0668;SPC LA N     -   107,740.    1,008,950.      MT  (+/- 180 meters Scaled)
 BX0668
 BX0668                          SUPERSEDED SURVEY CONTROL
 BX0668
 BX0668  NGVD 29 (??/??/??)   50.958  (m)          167.18   (f) ADJUSTED    1 2
 BX0668
 BX0668.Superseded values are not recommended for survey control.
 BX0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0668.See file dsdata.txt to determine how the superseded data were derived.
 BX0668
 BX0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ564820(NAD 83)
 BX0668_MARKER: DB = BENCH MARK DISK
 BX0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0668_SP_SET: CULVERT
 BX0668_STAMPING: M 230 1965
 BX0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0668
 BX0668  HISTORY     - Date     Condition        Report By
 BX0668  HISTORY     - 1965     MONUMENTED       CGS
 BX0668  HISTORY     - 1966     GOOD             CGS
 BX0668  HISTORY     - 1985     GOOD             LADTD
 BX0668
 BX0668                          STATION DESCRIPTION
 BX0668
 BX0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0668'3.95 MI S FROM POLLOCK.
 BX0668'ABOUT 3.95 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0668'POLLOCK, IN SECTION 30, T 6 N, R 1 E, ABOUT 0.8  MILE NORTH OF THE
 BX0668'WAYSIDE BAPTIST CHURCH, 223 FEET NORTH OF THE CENTER LINE OF A
 BX0668'DRIVEWAY LEADING EAST TO THE RESIDENCE OF N.B. MCCONNELL, 41 FEET EAST
 BX0668'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF
 BX0668'THE EAST CONCRETE HEAD WALL OF A TRIPLE-CHANNEL CULVERT, AND ABOUT 6
 BX0668'FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX0668
 BX0668                          STATION RECOVERY (1985)
 BX0668
 BX0668'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BX0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3107 ***********************************************************************
 BX3107  DESIGNATION -  M 230 RESET
 BX3107  PID         -  BX3107
 BX3107  STATE/COUNTY-  LA/GRANT
 BX3107  USGS QUAD   -  BALL (1993)
 BX3107
 BX3107                         *CURRENT SURVEY CONTROL
 BX3107  ___________________________________________________________________
 BX3107* NAD 83(1986)-  31 28 18.     (N)    092 24 21.     (W)     SCALED    
 BX3107* NAVD 88     -        53.05   (+/-2cm)     174.0    (feet)  VERTCON   
 BX3107  ___________________________________________________________________
 BX3107  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX3107
 BX3107  VERT ORDER  -  THIRD (See Below)
 BX3107
 BX3107.The horizontal coordinates were scaled from a topographic map and have
 BX3107.an estimated accuracy of +/- 6 seconds.
 BX3107
 BX3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3107.The vertical order pertains to the NGVD 29 superseded value.
 BX3107
 BX3107.The geoid height was determined by GEOID03.
 BX3107
 BX3107;                    North         East    Units  Estimated Accuracy
 BX3107;SPC LA N     -   107,740.    1,008,950.      MT  (+/- 180 meters Scaled)
 BX3107
 BX3107                          SUPERSEDED SURVEY CONTROL
 BX3107
 BX3107  NGVD 29 (09/18/05)   53.03   (m)          174.0    (f) RESET       3  
 BX3107
 BX3107.Superseded values are not recommended for survey control.
 BX3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3107.See file dsdata.txt to determine how the superseded data were derived.
 BX3107
 BX3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ564820(NAD 83)
 BX3107_MARKER: DD = SURVEY DISK
 BX3107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX3107_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BX3107_STAMPING: M 230 RESET 1985
 BX3107_MARK LOGO: LADTD 
 BX3107_PROJECTION: FLUSH
 BX3107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3107_ROD/PIPE-DEPTH: 3.7  meters
 BX3107_SLEEVE-DEPTH  : 0.5 meters
 BX3107
 BX3107  HISTORY     - Date     Condition        Report By
 BX3107  HISTORY     - 1985     MONUMENTED       LADTD
 BX3107
 BX3107                          STATION DESCRIPTION
 BX3107
 BX3107'DESCRIBED BY LA TRANSP AND DEV 1985
 BX3107'6.3 KM (3.90 MI) SOUTH FROM POLLOCK.
 BX3107'FROM THE POST OFFICE IN POLLOCK, GO SOUTH ON US HIGHWAY 165 FOR 6.3 KM
 BX3107'(3.90 MI) TO THE BENCH MARK ON THE LEFT, DUE TO CONSTRUCTION IN THE
 BX3107'AREA A COMPLETE NEW DESCRIPTION WILL BE NEEDED, 23.2 M (76.1 FT)
 BX3107'NORTH OF A GRAVEL DRIVE, 15.2 M (49.9 FT) WEST-NORTHWEST OF A 20 INCH
 BX3107'PINE TREE, AND 3 M (9.8 FT) NORTH OF A POWERPOLE.  NOTE--ACCESS TO
 BX3107'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BX3107'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 BX3107'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1304 ***********************************************************************
 AU1304  DESIGNATION -  M 233
 AU1304  PID         -  AU1304
 AU1304  STATE/COUNTY-  LA/TERREBONNE
 AU1304  USGS QUAD   -  MONTEGUT (1994)
 AU1304
 AU1304                         *CURRENT SURVEY CONTROL
 AU1304  ___________________________________________________________________
 AU1304* NAD 83(1992)-  29 27 00.15591(N)    090 35 35.35308(W)     ADJUSTED  
 AU1304* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1304  **This station is located in a subsidence area (see below).
 AU1304  ___________________________________________________________________
 AU1304  X           -     -57,542.872 (meters)                     COMP
 AU1304  Y           -  -5,558,165.250 (meters)                     COMP
 AU1304  Z           -   3,117,422.509 (meters)                     COMP
 AU1304  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU1304  ELLIP HEIGHT-         -23.48  (meters)          (02/21/02) GPS OBS
 AU1304  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AU1304  DYNAMIC HT  -           1.6   (meters)       5.    (feet)  COMP
 AU1304  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 AU1304
 AU1304  HORZ ORDER  -  FIRST
 AU1304  VERT ORDER  -  THIRD (See Below)
 AU1304  ELLP ORDER  -  FIFTH     CLASS I
 AU1304
 AU1304.The horizontal coordinates were established by GPS observations
 AU1304.and adjusted by the National Geodetic Survey in December 1998..
 AU1304
 AU1304 ** The orthometric height has not been validated since last determined
 AU1304 ** by differential leveling and should not be used for control purposes.
 AU1304 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1304 ** area with valid NAVD 88 orthometric heights.
 AU1304 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1304 ** epoch indicated which incorporates improved geoid heights for the
 AU1304 ** Southern Louisiana Subsidence area.
 AU1304 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1304.The orthometric height was scaled from a topographic map.
 AU1304.The vertical order pertains to the first NAVD 88 superseded value.
 AU1304
 AU1304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1304
 AU1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1304
 AU1304.The ellipsoidal height was determined by GPS observations
 AU1304.and is referenced to NAD 83.
 AU1304
 AU1304.The geoid height was determined by GEOID03.
 AU1304
 AU1304.The dynamic height is computed by dividing the NAVD 88
 AU1304.geopotential number by the normal gravity value computed on the
 AU1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1304.degrees latitude (g = 980.6199 gals.).
 AU1304
 AU1304.The modeled gravity was interpolated from observed gravity values.
 AU1304
 AU1304;                    North         East     Units Scale Factor Converg.
 AU1304;SPC LA S     -   105,540.413 1,071,805.138   MT  0.99997163   +0 22 12.4
 AU1304;SPC LA S     -   346,260.50  3,516,414.02   sFT  0.99997163   +0 22 12.4
 AU1304;UTM  15      - 3,260,259.815   733,439.729   MT  1.00027246   +1 11 02.0
 AU1304
 AU1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1304!SPC LA S     -   1.00000369  x   0.99997163  =   0.99997532
 AU1304!UTM  15      -   1.00000369  x   1.00027246  =   1.00027615
 AU1304
 AU1304                          SUPERSEDED SURVEY CONTROL
 AU1304
 AU1304  ELLIP H (12/17/98)  -23.46   (m)                       GP(       ) 4 2
 AU1304  NAVD 88 (12/17/98)    1.57   (m)            5.2    (f) LEVELING    3  
 AU1304  NGVD 29 (??/??/??)    1.673  (m)            5.49   (f) ADJUSTED    1 2
 AU1304
 AU1304.Superseded values are not recommended for survey control.
 AU1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1304.See file dsdata.txt to determine how the superseded data were derived.
 AU1304
 AU1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3344060260(NAD 83)
 AU1304_MARKER: DB = BENCH MARK DISK
 AU1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1304_SP_SET: CONCRETE POST
 AU1304_STAMPING: M 233 1965
 AU1304_MARK LOGO: CGS   
 AU1304_PROJECTION: FLUSH
 AU1304_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1304+STABILITY: SURFACE MOTION
 AU1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1304+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1304
 AU1304  HISTORY     - Date     Condition        Report By
 AU1304  HISTORY     - 1965     MONUMENTED       CGS
 AU1304  HISTORY     - 1966     GOOD             CGS
 AU1304  HISTORY     - 1982     GOOD             LADTD
 AU1304  HISTORY     - 19930608 GOOD             LADTD
 AU1304  HISTORY     - 19950103 GOOD             MPHI
 AU1304
 AU1304                          STATION DESCRIPTION
 AU1304
 AU1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1304'0.95 MI SE FROM CHAUVIN.
 AU1304'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH
 AU1304'CHURCH AT CHAUVIN, IN SECTION 2, T 19 S, R 18 E, 47 1/2 FEET WEST OF
 AU1304'THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHEAST OF THE SOUTHEAST
 AU1304'CORNER OF THE CITIZENS STATE BANK, 3.7 FEET SOUTH OF THE SOUTH EDGE OF
 AU1304'A BRICK BOX AROUND A PLANTER AND TWO LEGS SUPPORTING A BANK SIGN,
 AU1304'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AU1304'WHICH IS FLUSH WITH THE GROUND.
 AU1304
 AU1304                          STATION RECOVERY (1982)
 AU1304
 AU1304'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 AU1304'RECOVERED IN GOOD CONDITION.
 AU1304
 AU1304                          STATION RECOVERY (1993)
 AU1304
 AU1304'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1304'THE STATION IS LOCATED IN CHAUVIN AT THE FIRST NATIONAL BANK OF
 AU1304'HOUMA.  OWNERSHIP--FIRST NATIONAL BANK OF HOUMA.  TO REACH THE
 AU1304'STATION FROM THE ST JOSEPH CHURCH IN CHAUVIN, GO SOUTH FOR 0.9 MI
 AU1304'(1.4 KM) ON STATE HIGHWAY 56 TO THE STATION ON THE RIGHT AT THE FIRST
 AU1304'NATIONAL BANK OF HOUMA.  THE STATION IS 47.5 FT (14.5 M)
 AU1304'WEST-NORTHWEST FROM THE CENTER OF THE HIGHWAY, 39.5 FT (12.0 M) SOUTH
 AU1304'FROM THE SOUTHEAST CORNER OF THE BANK, 26.0 FT (7.9 M)
 AU1304'SOUTH-SOUTHWEST FROM THE CENTER OF A DRIVE INTO THE BANK, PROJECTING
 AU1304'2 INCHES ABOVE THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 AU1304
 AU1304                          STATION RECOVERY (1995)
 AU1304
 AU1304'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0158 ***********************************************************************
 BJ0158  DESIGNATION -  M 234
 BJ0158  PID         -  BJ0158
 BJ0158  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0158  USGS QUAD   -  SIMMESPORT (1969)
 BJ0158
 BJ0158                         *CURRENT SURVEY CONTROL
 BJ0158  ___________________________________________________________________
 BJ0158* NAD 83(1986)-  30 56 54.     (N)    091 47 48.     (W)     SCALED    
 BJ0158* NAVD 88     -        13.630  (meters)      44.72   (feet)  ADJUSTED  
 BJ0158  ___________________________________________________________________
 BJ0158  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0158  DYNAMIC HT  -          13.613 (meters)      44.66  (feet)  COMP
 BJ0158  MODELED GRAV-     979,385.2   (mgal)                       NAVD 88
 BJ0158
 BJ0158  VERT ORDER  -  FIRST     CLASS I
 BJ0158
 BJ0158.The horizontal coordinates were scaled from a topographic map and have
 BJ0158.an estimated accuracy of +/- 6 seconds.
 BJ0158
 BJ0158.The orthometric height was determined by differential leveling
 BJ0158.and adjusted by the National Geodetic Survey in February 1994..
 BJ0158
 BJ0158.The geoid height was determined by GEOID03.
 BJ0158
 BJ0158.The dynamic height is computed by dividing the NAVD 88
 BJ0158.geopotential number by the normal gravity value computed on the
 BJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0158.degrees latitude (g = 980.6199 gals.).
 BJ0158
 BJ0158.The modeled gravity was interpolated from observed gravity values.
 BJ0158
 BJ0158;                    North         East    Units  Estimated Accuracy
 BJ0158;SPC LA S     -   271,490.      955,720.      MT  (+/- 180 meters Scaled)
 BJ0158
 BJ0158                          SUPERSEDED SURVEY CONTROL
 BJ0158
 BJ0158  NAVD 88 (06/15/91)   13.656  (m)           44.80   (f) UNKNOWN     1 1
 BJ0158  NGVD 29 (??/??/??)   13.612  (m)           44.66   (f) ADJUSTED    1 1
 BJ0158
 BJ0158.Superseded values are not recommended for survey control.
 BJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0158.See file dsdata.txt to determine how the superseded data were derived.
 BJ0158
 BJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ149244(NAD 83)
 BJ0158_MARKER: DB = BENCH MARK DISK
 BJ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0158_STAMPING: M 234 1966
 BJ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0158+STABILITY: SURFACE MOTION
 BJ0158
 BJ0158  HISTORY     - Date     Condition        Report By
 BJ0158  HISTORY     - 1966     MONUMENTED       CGS
 BJ0158  HISTORY     - 1976     GOOD             NGS
 BJ0158
 BJ0158                          STATION DESCRIPTION
 BJ0158
 BJ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0158'2.95 MI S FROM SIMMESPORT.
 BJ0158'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ0158'SIMMESPORT, THENCE 2.15 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ0158'39, T 1 S, R 7 E, ABOUT 67 YARDS NORTH OF A CURVE IN THE ROAD, 42 FEET
 BJ0158'EAST OF THE CENTER LINE OF THE HIGHWAY, 115 FEET SOUTH OF POWER POLE
 BJ0158'NUMBER 26, 40 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY AND THE
 BJ0158'CENTER OF AN ALUMINUM GATE AT THE DAVID TESSIER RESIDENCE, 25 FEET
 BJ0158'SOUTHWEST OF A 12-INCH LIVE OAK TREE, 1 FOOT WEST OF A YARD FENCE, 1.0
 BJ0158'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 BJ0158'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BJ0158
 BJ0158                          STATION RECOVERY (1976)
 BJ0158
 BJ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0158'2.2 MILES SOUTH ALONG STATE HIGHWAY 417 FROM THE JUNCTION OF STATE
 BJ0158'HIGHWAY 418 AT SIMMESPORT, 41 FT EAST OF THE CENTER LINE OF THE
 BJ0158'HIGHWAY, 39 FT SOUTH OF THE CENTER LINE OF A DRIVEWAY AND METAL GATE
 BJ0158'38 FT NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY AND METAL GATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2700 ***********************************************************************
 BJ2700  DESIGNATION -  M 235
 BJ2700  PID         -  BJ2700
 BJ2700  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2700  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2700
 BJ2700                         *CURRENT SURVEY CONTROL
 BJ2700  ___________________________________________________________________
 BJ2700* NAD 83(1986)-  30 51 16.     (N)    091 47 54.     (W)     SCALED    
 BJ2700* NAVD 88     -        13.44   (+/-2cm)      44.1    (feet)  VERTCON   
 BJ2700  ___________________________________________________________________
 BJ2700  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ2700
 BJ2700  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2700
 BJ2700.The horizontal coordinates were scaled from a topographic map and have
 BJ2700.an estimated accuracy of +/- 6 seconds.
 BJ2700
 BJ2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2700.The vertical order pertains to the NGVD 29 superseded value.
 BJ2700
 BJ2700.The geoid height was determined by GEOID03.
 BJ2700
 BJ2700;                    North         East    Units  Estimated Accuracy
 BJ2700;SPC LA S     -   261,080.      955,520.      MT  (+/- 180 meters Scaled)
 BJ2700
 BJ2700                          SUPERSEDED SURVEY CONTROL
 BJ2700
 BJ2700  NGVD 29 (??/??/??)   13.426  (m)           44.05   (f) ADJUSTED    1 2
 BJ2700
 BJ2700.Superseded values are not recommended for survey control.
 BJ2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2700.See file dsdata.txt to determine how the superseded data were derived.
 BJ2700
 BJ2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ148140(NAD 83)
 BJ2700_MARKER: DB = BENCH MARK DISK
 BJ2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2700_STAMPING: M 235 1966
 BJ2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2700+STABILITY: SURFACE MOTION
 BJ2700
 BJ2700  HISTORY     - Date     Condition        Report By
 BJ2700  HISTORY     - 1966     MONUMENTED       CGS
 BJ2700
 BJ2700                          STATION DESCRIPTION
 BJ2700
 BJ2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2700'9.85 MI S FROM SIMMESPORT.
 BJ2700'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2700'SIMMESPORT, THENCE 7.65 MILES SOUTH ALONG STATE ROAD 417, THENCE 1.4
 BJ2700'MILES SOUTH ALONG A GRAVELED ROAD ALONG A LEVEE, 41 FEET NORTHWEST OF
 BJ2700'A GATE WHICH IS ACROSS A ROAD THAT LEADS ON TO THE LEVEE, 26 FEET
 BJ2700'SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 72 FEET SOUTHEAST
 BJ2700'OF TELEPHONE POLE NUMBER 16, AT THE CROSSING OF THE GRAVELED ROAD AND
 BJ2700'A TELEPHONE LINE, 220 FEET NORTH OF THE CENTER OF A CATTLE GUARD ON
 BJ2700'THE LEVEE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 BJ2700'ABOVE THE LEVEL CONCRETE POST PROJECTING 2 INCHES. NOTE-- IN SECTION
 BJ2700'29, T 2 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1613 ***********************************************************************
 BW1613  DESIGNATION -  M 236
 BW1613  PID         -  BW1613
 BW1613  STATE/COUNTY-  LA/CATAHOULA
 BW1613  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1613
 BW1613                         *CURRENT SURVEY CONTROL
 BW1613  ___________________________________________________________________
 BW1613* NAD 83(1986)-  31 37 17.     (N)    091 49 34.     (W)     SCALED    
 BW1613* NAVD 88     -        17.59   (+/-2cm)      57.7    (feet)  VERTCON   
 BW1613  ___________________________________________________________________
 BW1613  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1613
 BW1613  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1613
 BW1613.The horizontal coordinates were scaled from a topographic map and have
 BW1613.an estimated accuracy of +/- 6 seconds.
 BW1613
 BW1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1613.The vertical order pertains to the NGVD 29 superseded value.
 BW1613
 BW1613.The geoid height was determined by GEOID03.
 BW1613
 BW1613;                    North         East    Units  Estimated Accuracy
 BW1613;SPC LA N     -   124,530.    1,063,930.      MT  (+/- 180 meters Scaled)
 BW1613
 BW1613                          SUPERSEDED SURVEY CONTROL
 BW1613
 BW1613  NGVD 29 (??/??/92)   17.582  (m)           57.68   (f) ADJ UNCH    1 2
 BW1613
 BW1613.Superseded values are not recommended for survey control.
 BW1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1613.See file dsdata.txt to determine how the superseded data were derived.
 BW1613
 BW1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ113990(NAD 83)
 BW1613_MARKER: DB = BENCH MARK DISK
 BW1613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1613_SP_SET: ABUTMENT
 BW1613_STAMPING: M 236 1966
 BW1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1613
 BW1613  HISTORY     - Date     Condition        Report By
 BW1613  HISTORY     - 1966     MONUMENTED       CGS
 BW1613
 BW1613                          STATION DESCRIPTION
 BW1613
 BW1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1613'0.95 MI SW FROM JONESVILLE.
 BW1613'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1613'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1613'0.5 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN
 BW1613'SECTION 37, T 8 N, R 6 E, ABOUT 0.25 MILE EAST ACROSS A DRAINAGE DITCH
 BW1613'AND A LEVEE FROM THE JONESVILLE AIRPORT, 173 FEET NORTH OF THE NORTH
 BW1613'RAIL, 6 FEET EAST OF THE SOUTHEAST CORNER OF A METAL PUMPING STATION
 BW1613'BUILDING, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BW1613'ABUTMENT OF A DOUBLE-CHANNELED STEEL FLOOD GATE, AND ABOUT 7 FEET
 BW1613'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0896 ***********************************************************************
 BX0896  DESIGNATION -  M 237
 BX0896  PID         -  BX0896
 BX0896  STATE/COUNTY-  LA/RAPIDES
 BX0896  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0896
 BX0896                         *CURRENT SURVEY CONTROL
 BX0896  ___________________________________________________________________
 BX0896* NAD 83(1986)-  31 13 37.     (N)    092 22 42.     (W)     SCALED    
 BX0896* NAVD 88     -        20.383  (meters)      66.87   (feet)  ADJUSTED  
 BX0896  ___________________________________________________________________
 BX0896  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX0896  DYNAMIC HT  -          20.358 (meters)      66.79  (feet)  COMP
 BX0896  MODELED GRAV-     979,400.1   (mgal)                       NAVD 88
 BX0896
 BX0896  VERT ORDER  -  FIRST     CLASS I
 BX0896
 BX0896.The horizontal coordinates were scaled from a topographic map and have
 BX0896.an estimated accuracy of +/- 6 seconds.
 BX0896
 BX0896.The orthometric height was determined by differential leveling
 BX0896.and adjusted by the National Geodetic Survey in February 1994..
 BX0896
 BX0896.The geoid height was determined by GEOID03.
 BX0896
 BX0896.The dynamic height is computed by dividing the NAVD 88
 BX0896.geopotential number by the normal gravity value computed on the
 BX0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0896.degrees latitude (g = 980.6199 gals.).
 BX0896
 BX0896.The modeled gravity was interpolated from observed gravity values.
 BX0896
 BX0896;                    North         East    Units  Estimated Accuracy
 BX0896;SPC LA N     -    80,610.    1,011,590.      MT  (+/- 180 meters Scaled)
 BX0896
 BX0896                          SUPERSEDED SURVEY CONTROL
 BX0896
 BX0896  NAVD 88 (06/15/91)   20.384  (m)           66.88   (f) UNKNOWN     1 1
 BX0896  NGVD 29 (??/??/??)   20.365  (m)           66.81   (f) ADJUSTED    1 1
 BX0896
 BX0896.Superseded values are not recommended for survey control.
 BX0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0896.See file dsdata.txt to determine how the superseded data were derived.
 BX0896
 BX0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ592549(NAD 83)
 BX0896_MARKER: DB = BENCH MARK DISK
 BX0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0896_STAMPING: M 237 1966
 BX0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0896+STABILITY: SURFACE MOTION
 BX0896
 BX0896  HISTORY     - Date     Condition        Report By
 BX0896  HISTORY     - 1966     MONUMENTED       CGS
 BX0896  HISTORY     - 1977     GOOD             NGS
 BX0896  HISTORY     - 19990424 GOOD             USPSQD
 BX0896
 BX0896                          STATION DESCRIPTION
 BX0896
 BX0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0896'2.2 MI NW FROM LATANIER.
 BX0896'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 BX0896'OF STATE ROAD 457 AT LATANIER, IN SECTION 53, T 3 N, R 1 E, 95 1/2
 BX0896'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTH OF AND
 BX0896'ACROSS A PAVED ROAD FROM A POWER POLE BRACED BY 2 GUY WIRES, 37 FEET
 BX0896'NORTHEAST OF A FENCE CORNER, 15 1/2 FEET NORTHWEST OF THE CENTER LINE
 BX0896'OF THE PAVED ROAD, 1 FOOT SOUTHEAST OF A FENCE, 2.0 FEET WEST OF A
 BX0896'METAL WITNESS POST, ABOUT 5 INCHES BELOW THE LEVEL OF THE PAVED ROAD,
 BX0896'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BX0896
 BX0896                          STATION RECOVERY (1977)
 BX0896
 BX0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0896'RECOVERED IN GOOD CONDITION.
 BX0896
 BX0896                          STATION RECOVERY (1999)
 BX0896
 BX0896'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0854 ***********************************************************************
 BX0854  DESIGNATION -  M 238
 BX0854  PID         -  BX0854
 BX0854  STATE/COUNTY-  LA/AVOYELLES
 BX0854  USGS QUAD   -  EFFIE (1983)
 BX0854
 BX0854                         *CURRENT SURVEY CONTROL
 BX0854  ___________________________________________________________________
 BX0854* NAD 83(1986)-  31 08 45.     (N)    092 11 26.     (W)     SCALED    
 BX0854* NAVD 88     -        19.794  (meters)      64.94   (feet)  ADJUSTED  
 BX0854  ___________________________________________________________________
 BX0854  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0854  DYNAMIC HT  -          19.769 (meters)      64.86  (feet)  COMP
 BX0854  MODELED GRAV-     979,393.2   (mgal)                       NAVD 88
 BX0854
 BX0854  VERT ORDER  -  FIRST     CLASS I
 BX0854
 BX0854.The horizontal coordinates were scaled from a topographic map and have
 BX0854.an estimated accuracy of +/- 6 seconds.
 BX0854
 BX0854.The orthometric height was determined by differential leveling
 BX0854.and adjusted by the National Geodetic Survey in February 1994..
 BX0854
 BX0854.The geoid height was determined by GEOID03.
 BX0854
 BX0854.The dynamic height is computed by dividing the NAVD 88
 BX0854.geopotential number by the normal gravity value computed on the
 BX0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0854.degrees latitude (g = 980.6199 gals.).
 BX0854
 BX0854.The modeled gravity was interpolated from observed gravity values.
 BX0854
 BX0854;                    North         East    Units  Estimated Accuracy
 BX0854;SPC LA N     -    71,650.    1,029,510.      MT  (+/- 180 meters Scaled)
 BX0854
 BX0854                          SUPERSEDED SURVEY CONTROL
 BX0854
 BX0854  NAVD 88 (06/15/91)   19.800  (m)           64.96   (f) UNKNOWN     1 1
 BX0854  NGVD 29 (??/??/??)   19.764  (m)           64.84   (f) ADJUSTED    1 1
 BX0854
 BX0854.Superseded values are not recommended for survey control.
 BX0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0854.See file dsdata.txt to determine how the superseded data were derived.
 BX0854
 BX0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ771460(NAD 83)
 BX0854_MARKER: DB = BENCH MARK DISK
 BX0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0854_STAMPING: M 238 1966
 BX0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0854+STABILITY: SURFACE MOTION
 BX0854
 BX0854  HISTORY     - Date     Condition        Report By
 BX0854  HISTORY     - 1966     MONUMENTED       CGS
 BX0854  HISTORY     - 1977     GOOD             NGS
 BX0854
 BX0854                          STATION DESCRIPTION
 BX0854
 BX0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0854'4.9 MI NE FROM ECHO.
 BX0854'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0854'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, THENCE 1.35
 BX0854'MILES NORTH ALONG A GRAVELED ROAD WHICH PARALLELS THE EAST SIDE OF A
 BX0854'LEVEE, IN SECTION 17, T 2 N, R 3 E, ABOUT 0.1 MILE SOUTH OF A
 BX0854'FARMHOUSE ON THE EAST SIDE OF THE ROAD, ABOUT 100 YARDS NORTH OF A
 BX0854'CURVE IN THE ROAD, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 109
 BX0854'FEET EAST OF THE CENTER LINE OF THE LEVEE, 9 FEET SOUTH OF A WOODEN
 BX0854'GATE, 5 FEET SOUTHWEST OF THE SOUTH GATE POST FOR THE GATE, 2 1/2 FEET
 BX0854'WEST OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2
 BX0854'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BX0854'POST PROJECTING 8 INCHES.
 BX0854
 BX0854                          STATION RECOVERY (1977)
 BX0854
 BX0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0798 ***********************************************************************
 BX0798  DESIGNATION -  M 239
 BX0798  PID         -  BX0798
 BX0798  STATE/COUNTY-  LA/AVOYELLES
 BX0798  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0798
 BX0798                         *CURRENT SURVEY CONTROL
 BX0798  ___________________________________________________________________
 BX0798* NAD 83(1986)-  31 05 53.     (N)    092 03 54.     (W)     SCALED    
 BX0798* NAVD 88     -        23.795  (meters)      78.07   (feet)  ADJUSTED  
 BX0798  ___________________________________________________________________
 BX0798  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BX0798  DYNAMIC HT  -          23.765 (meters)      77.97  (feet)  COMP
 BX0798  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 BX0798
 BX0798  VERT ORDER  -  FIRST     CLASS I
 BX0798
 BX0798.This mark is at Marksville Airport (LA26)
 BX0798
 BX0798.The horizontal coordinates were scaled from a topographic map and have
 BX0798.an estimated accuracy of +/- 6 seconds.
 BX0798
 BX0798.The orthometric height was determined by differential leveling
 BX0798.and adjusted by the National Geodetic Survey in February 1994..
 BX0798
 BX0798.The geoid height was determined by GEOID03.
 BX0798
 BX0798.The dynamic height is computed by dividing the NAVD 88
 BX0798.geopotential number by the normal gravity value computed on the
 BX0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0798.degrees latitude (g = 980.6199 gals.).
 BX0798
 BX0798.The modeled gravity was interpolated from observed gravity values.
 BX0798
 BX0798;                    North         East    Units  Estimated Accuracy
 BX0798;SPC LA N     -    66,400.    1,041,500.      MT  (+/- 180 meters Scaled)
 BX0798
 BX0798                          SUPERSEDED SURVEY CONTROL
 BX0798
 BX0798  NAVD 88 (06/15/91)   23.811  (m)           78.12   (f) UNKNOWN     1 1
 BX0798  NGVD 29 (??/??/??)   23.770  (m)           77.99   (f) ADJUSTED    1 1
 BX0798
 BX0798.Superseded values are not recommended for survey control.
 BX0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0798.See file dsdata.txt to determine how the superseded data were derived.
 BX0798
 BX0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ891408(NAD 83)
 BX0798_MARKER: DB = BENCH MARK DISK
 BX0798_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BX0798+WITH SETTING: PAVEMENT
 BX0798_SP_SET: WIND SOCK BASE
 BX0798_STAMPING: M 239 1966
 BX0798_MARK LOGO: CGS   
 BX0798_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0798+STABILITY: SURFACE MOTION
 BX0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0798+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX0798
 BX0798  HISTORY     - Date     Condition        Report By
 BX0798  HISTORY     - 1966     MONUMENTED       CGS
 BX0798  HISTORY     - 1977     GOOD             NGS
 BX0798  HISTORY     - 19861231 GOOD             LADTD
 BX0798  HISTORY     - 20040204 GOOD             USPSQD
 BX0798
 BX0798                          STATION DESCRIPTION
 BX0798
 BX0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0798'2.55 MI SE FROM MARKSVILLE.
 BX0798'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0798'AT MARKSVILLE, THENCE 1.8 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0798'RAILROAD AND STATE HIGHWAY 1, THENCE 0.2 MILE NORTHWEST ALONG A PAVED
 BX0798'ROAD TO THE ENTRANCE TO THE MARKSVILLE MUNICIPAL AIRPORT, THENCE 0.1
 BX0798'MILE SOUTHWEST ALONG A GRAVELED ROAD TO A METAL HANGAR, IN SECTION 68,
 BX0798'T 2 N, R 4 E, ABOUT 113 YARDS SOUTHWEST OF THE WEST CORNER OF THE
 BX0798'HANGAR, 202 FEET NORTHWEST OF A FENCE LINE, 23 1/2 FEET SOUTHEAST OF
 BX0798'THE SOUTHEAST EDGE OF A PAVED TAXIWAY, SET IN THE TOP OF THE EAST SIDE
 BX0798'OF THE CONCRETE FOUNDATION WHICH SUPPORTS A STEEL POLE FOR A WINDSOCK,
 BX0798'AND ABOUT FLUSH WITH THE GROUND.
 BX0798
 BX0798                          STATION RECOVERY (1977)
 BX0798
 BX0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0798'RECOVERED IN GOOD CONDITION.
 BX0798
 BX0798                          STATION RECOVERY (1986)
 BX0798
 BX0798'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BX0798'ABOUT 0.6 KM (0.35 MI) SOUTH ON WASHINGTON STREET FROM THE COURTHOUSE
 BX0798'IN MARKSVILLE TO THE JUNCTION WITH STATE HIGHWAY 1, THENCE SOUTHEAST
 BX0798'ON STATE HIGHWAY 1 FOR 2.9 KM (1.80 MI) TO A PAVED ROAD ON THE RIGHT,
 BX0798'THENCE NORTHWEST (RIGHT) ON THE PAVED ROAD FOR 0.3 KM (0.20 MI) TO A
 BX0798'GRAVEL ROAD ON THE LEFT AND THE MARKSVILLE AIRPORT, THENCE SOUTHWEST
 BX0798'ON THE GRAVEL ROAD FOR 0.2 KM (0.10 MI) TO A METAL HANGAR, AND THE
 BX0798'MARK SET ON A CONCRETE BASE OF A METAL WIND SOCK, 74.4 METERS (244.1
 BX0798'FT) SOUTH OF THE CENTER OF THE ENTRANCE GATE, 74.4 METERS (244.1 FT)
 BX0798'WEST- SOUTHWEST OF THE AIRPORT BEACON, AND 47.9 METERS (157.2 FT)
 BX0798'SOUTHWEST OF THE NORTH CORNER OF A METAL HANGAR.
 BX0798
 BX0798                          STATION RECOVERY (2004)
 BX0798
 BX0798'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2113 ***********************************************************************
 CP2113  DESIGNATION -  M 24
 CP2113  PID         -  CP2113
 CP2113  STATE/COUNTY-  LA/RICHLAND
 CP2113  USGS QUAD   -  DUNN (1987)
 CP2113
 CP2113                         *CURRENT SURVEY CONTROL
 CP2113  ___________________________________________________________________
 CP2113* NAD 83(1986)-  32 28 46.     (N)    091 30 09.     (W)     SCALED    
 CP2113* NAVD 88     -        27.231  (meters)      89.34   (feet)  ADJUSTED  
 CP2113  ___________________________________________________________________
 CP2113  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP2113  DYNAMIC HT  -          27.201 (meters)      89.24  (feet)  COMP
 CP2113  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CP2113
 CP2113  VERT ORDER  -  SECOND    CLASS 0
 CP2113
 CP2113.The horizontal coordinates were scaled from a topographic map and have
 CP2113.an estimated accuracy of +/- 6 seconds.
 CP2113
 CP2113.The orthometric height was determined by differential leveling
 CP2113.and adjusted by the National Geodetic Survey in June 1991..
 CP2113
 CP2113.The geoid height was determined by GEOID03.
 CP2113
 CP2113.The dynamic height is computed by dividing the NAVD 88
 CP2113.geopotential number by the normal gravity value computed on the
 CP2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2113.degrees latitude (g = 980.6199 gals.).
 CP2113
 CP2113.The modeled gravity was interpolated from observed gravity values.
 CP2113
 CP2113;                    North         East    Units  Estimated Accuracy
 CP2113;SPC LA N     -   219,910.    1,093,760.      MT  (+/- 180 meters Scaled)
 CP2113
 CP2113                          SUPERSEDED SURVEY CONTROL
 CP2113
 CP2113  NGVD 29 (??/??/92)   27.294  (m)           89.55   (f) ADJ UNCH    2 0
 CP2113
 CP2113.Superseded values are not recommended for survey control.
 CP2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2113.See file dsdata.txt to determine how the superseded data were derived.
 CP2113
 CP2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR407945(NAD 83)
 CP2113_MARKER: DB = BENCH MARK DISK
 CP2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2113_STAMPING: M-24 1935
 CP2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2113+STABILITY: SURFACE MOTION
 CP2113
 CP2113  HISTORY     - Date     Condition        Report By
 CP2113  HISTORY     - 1935     MONUMENTED       CGS
 CP2113
 CP2113                          STATION DESCRIPTION
 CP2113
 CP2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2113'1.7 MI N FROM DELHI.
 CP2113'1.7 MILES NORTH OF, ALONG M.P.R.R., FROM W.T. INSLEYS RESIDENCE, ABOUT
 CP2113'90.4 FT. WEST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK ON TRESTLE
 CP2113'NO. 49.  55 FEET SOUTHWEST OF FOURTH TELEGRAPH POLE SOUTH OF M.P.
 CP2113'492-20.  30 FEET NORTH OF CENTERLINE OF CROSS ROAD.  18 FEET EAST OF
 CP2113'GUM TREE 3 FT. IN DIAMETER AT BASE.  15.8 FEET WEST OF SOUTHEAST FENCE
 CP2113'CORNER.  1.4 FT. NORTH OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2402 ***********************************************************************
 CQ2402  DESIGNATION -  M 242
 CQ2402  PID         -  CQ2402
 CQ2402  STATE/COUNTY-  LA/OUACHITA
 CQ2402  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2402
 CQ2402                         *CURRENT SURVEY CONTROL
 CQ2402  ___________________________________________________________________
 CQ2402* NAD 83(1986)-  32 29 48.     (N)    092 00 29.     (W)     SCALED    
 CQ2402* NAVD 88     -        20.231  (meters)      66.37   (feet)  ADJUSTED  
 CQ2402  ___________________________________________________________________
 CQ2402  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2402  DYNAMIC HT  -          20.209 (meters)      66.30  (feet)  COMP
 CQ2402  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CQ2402
 CQ2402  VERT ORDER  -  FIRST     CLASS I
 CQ2402
 CQ2402.The horizontal coordinates were scaled from a topographic map and have
 CQ2402.an estimated accuracy of +/- 6 seconds.
 CQ2402
 CQ2402.The orthometric height was determined by differential leveling
 CQ2402.and adjusted by the National Geodetic Survey in June 1991..
 CQ2402
 CQ2402.The geoid height was determined by GEOID03.
 CQ2402
 CQ2402.The dynamic height is computed by dividing the NAVD 88
 CQ2402.geopotential number by the normal gravity value computed on the
 CQ2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2402.degrees latitude (g = 980.6199 gals.).
 CQ2402
 CQ2402.The modeled gravity was interpolated from observed gravity values.
 CQ2402
 CQ2402;                    North         East    Units  Estimated Accuracy
 CQ2402;SPC LA N     -   221,490.    1,046,230.      MT  (+/- 180 meters Scaled)
 CQ2402
 CQ2402                          SUPERSEDED SURVEY CONTROL
 CQ2402
 CQ2402  NGVD 29 (??/??/??)   20.273  (m)           66.51   (f) ADJUSTED    1 1
 CQ2402
 CQ2402.Superseded values are not recommended for survey control.
 CQ2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2402.See file dsdata.txt to determine how the superseded data were derived.
 CQ2402
 CQ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR931959(NAD 83)
 CQ2402_MARKER: DB = BENCH MARK DISK
 CQ2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2402_STAMPING: M 242 1966
 CQ2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2402+STABILITY: SURFACE MOTION
 CQ2402
 CQ2402  HISTORY     - Date     Condition        Report By
 CQ2402  HISTORY     - 1966     MONUMENTED       CGS
 CQ2402  HISTORY     - 1969     GOOD             CGS
 CQ2402
 CQ2402                          STATION DESCRIPTION
 CQ2402
 CQ2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2402'5.8 MI E FROM MONROE.
 CQ2402'5.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2402'STATION AT MONROE, IN SECTION 36, T 18 N, R 4 E, 36 FEET SOUTH OF
 CQ2402'THE SOUTH RAIL, 64 FEET NORTH OF THE CENTER LINE OF MILL HAVEN ROAD,
 CQ2402'142 FEET WEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY TO THE
 CQ2402'RESIDENCE OF MR LEONARD G. DAVIS, 2 FEET NORTH OF A TELEGRAPH POLE,
 CQ2402'1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL
 CQ2402'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ2402'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1872 ***********************************************************************
 CP1872  DESIGNATION -  M 243
 CP1872  PID         -  CP1872
 CP1872  STATE/COUNTY-  LA/FRANKLIN
 CP1872  USGS QUAD   -  FT NECESSITY (1983)
 CP1872
 CP1872                         *CURRENT SURVEY CONTROL
 CP1872  ___________________________________________________________________
 CP1872* NAD 83(1986)-  32 04 01.     (N)    091 51 34.     (W)     SCALED    
 CP1872* NAVD 88     -        19.59   (+/-2cm)      64.3    (feet)  VERTCON   
 CP1872  ___________________________________________________________________
 CP1872  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP1872
 CP1872  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1872
 CP1872.The horizontal coordinates were scaled from a topographic map and have
 CP1872.an estimated accuracy of +/- 6 seconds.
 CP1872
 CP1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1872.The vertical order pertains to the NGVD 29 superseded value.
 CP1872
 CP1872.The geoid height was determined by GEOID03.
 CP1872
 CP1872;                    North         East    Units  Estimated Accuracy
 CP1872;SPC LA N     -   173,910.    1,060,480.      MT  (+/- 180 meters Scaled)
 CP1872
 CP1872                          SUPERSEDED SURVEY CONTROL
 CP1872
 CP1872  NGVD 29 (??/??/92)   19.611  (m)           64.34   (f) ADJ UNCH    1 2
 CP1872
 CP1872.Superseded values are not recommended for survey control.
 CP1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1872.See file dsdata.txt to determine how the superseded data were derived.
 CP1872
 CP1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR076484(NAD 83)
 CP1872_MARKER: DB = BENCH MARK DISK
 CP1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1872_STAMPING: M 243 1966
 CP1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1872+STABILITY: SURFACE MOTION
 CP1872
 CP1872  HISTORY     - Date     Condition        Report By
 CP1872  HISTORY     - 1966     MONUMENTED       CGS
 CP1872
 CP1872                          STATION DESCRIPTION
 CP1872
 CP1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1872'2.85 MI NW FROM FT NECESSITY.
 CP1872'ABOUT 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 CP1872'AT FT. NECESSITY, IN SECTION 33, T 13 N, R 6 E, AT THE CROSSING OF A
 CP1872'HIGH PRESSURE GAS LINE, 71 FEET NORTH OF THE CENTER LINE OF THE
 CP1872'HIGHWAY, 80 FEET EAST OF THE CENTER LINE OF A PIPELINE RIGHT-OF-WAY,
 CP1872'29 FEET NORTH OF A FENCE, 3 FEET WEST OF A POWER POLE BEARING A
 CP1872'TRANSFORMER, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 CP1872'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CP1872'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1950 ***********************************************************************
 CP1950  DESIGNATION -  M 244
 CP1950  PID         -  CP1950
 CP1950  STATE/COUNTY-  LA/FRANKLIN
 CP1950  USGS QUAD   -  LAMAR (1987)
 CP1950
 CP1950                         *CURRENT SURVEY CONTROL
 CP1950  ___________________________________________________________________
 CP1950* NAD 83(1986)-  32 15 49.     (N)    091 34 34.     (W)     SCALED    
 CP1950* NAVD 88     -        27.82   (+/-2cm)      91.3    (feet)  VERTCON   
 CP1950  ___________________________________________________________________
 CP1950  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1950
 CP1950  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1950
 CP1950.The horizontal coordinates were scaled from a topographic map and have
 CP1950.an estimated accuracy of +/- 6 seconds.
 CP1950
 CP1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1950.The vertical order pertains to the NGVD 29 superseded value.
 CP1950
 CP1950.The geoid height was determined by GEOID03.
 CP1950
 CP1950;                    North         East    Units  Estimated Accuracy
 CP1950;SPC LA N     -   195,910.    1,087,040.      MT  (+/- 180 meters Scaled)
 CP1950
 CP1950                          SUPERSEDED SURVEY CONTROL
 CP1950
 CP1950  NGVD 29 (??/??/92)   27.840  (m)           91.34   (f) ADJ UNCH    1 2
 CP1950
 CP1950.Superseded values are not recommended for survey control.
 CP1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1950.See file dsdata.txt to determine how the superseded data were derived.
 CP1950
 CP1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR341705(NAD 83)
 CP1950_MARKER: DB = BENCH MARK DISK
 CP1950_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CP1950+WITH SETTING: INTO GROUND
 CP1950_STAMPING: M 244 1966
 CP1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1950+STABILITY: SURFACE MOTION
 CP1950
 CP1950  HISTORY     - Date     Condition        Report By
 CP1950  HISTORY     - 1966     MONUMENTED       CGS
 CP1950  HISTORY     - 1971     GOOD             LADTD
 CP1950  HISTORY     - 1991     POOR             USPSQD
 CP1950
 CP1950                          STATION DESCRIPTION
 CP1950
 CP1950'DESCRIBED BY LA TRANSP AND DEV 1971
 CP1950'1.5 MI N FROM CROWVILLE.
 CP1950'THE STATION IS A STANDARD C AND GS BENCH MARK DISK, STAMPED M 244
 CP1950'1966, SET IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES
 CP1950'ABOVE THE GROUND SURFACE.  IT IS IN SECTION 20, T 15 N, R 9 E, 0.05
 CP1950'MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 861 AND 17, 33 FEET
 CP1950'NORTHWEST OF THE CENTER OF STATE HIGHWAY 17, 2 FEET EAST OF A
 CP1950'POWERLINE POLE NUMBER 350 AND 0.5 FOOT EAST OF A METAL POST WITH SIGN.
 CP1950
 CP1950                          STATION RECOVERY (1991)
 CP1950
 CP1950'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1950'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1726 ***********************************************************************
 CP1726  DESIGNATION -  M 245
 CP1726  PID         -  CP1726
 CP1726  STATE/COUNTY-  LA/RICHLAND
 CP1726  USGS QUAD   -  DUNN (1987)
 CP1726
 CP1726                         *CURRENT SURVEY CONTROL
 CP1726  ___________________________________________________________________
 CP1726* NAD 83(1986)-  32 27 43.     (N)    091 33 14.     (W)     SCALED    
 CP1726* NAVD 88     -        27.348  (meters)      89.72   (feet)  ADJUSTED  
 CP1726  ___________________________________________________________________
 CP1726  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1726  DYNAMIC HT  -          27.317 (meters)      89.62  (feet)  COMP
 CP1726  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 CP1726
 CP1726  VERT ORDER  -  FIRST     CLASS I
 CP1726
 CP1726.The horizontal coordinates were scaled from a topographic map and have
 CP1726.an estimated accuracy of +/- 6 seconds.
 CP1726
 CP1726.The orthometric height was determined by differential leveling
 CP1726.and adjusted by the National Geodetic Survey in June 1991..
 CP1726
 CP1726.The geoid height was determined by GEOID03.
 CP1726
 CP1726.The dynamic height is computed by dividing the NAVD 88
 CP1726.geopotential number by the normal gravity value computed on the
 CP1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1726.degrees latitude (g = 980.6199 gals.).
 CP1726
 CP1726.The modeled gravity was interpolated from observed gravity values.
 CP1726
 CP1726;                    North         East    Units  Estimated Accuracy
 CP1726;SPC LA N     -   217,920.    1,088,950.      MT  (+/- 180 meters Scaled)
 CP1726
 CP1726                          SUPERSEDED SURVEY CONTROL
 CP1726
 CP1726  NGVD 29 (??/??/??)   27.369  (m)           89.79   (f) ADJUSTED    1 1
 CP1726
 CP1726.Superseded values are not recommended for survey control.
 CP1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1726.See file dsdata.txt to determine how the superseded data were derived.
 CP1726
 CP1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR359925(NAD 83)
 CP1726_MARKER: DB = BENCH MARK DISK
 CP1726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1726_SP_SET: CULVERT
 CP1726_STAMPING: M 245 1966
 CP1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1726
 CP1726  HISTORY     - Date     Condition        Report By
 CP1726  HISTORY     - 1966     MONUMENTED       CGS
 CP1726  HISTORY     - 1968     GOOD             NGS
 CP1726
 CP1726                          STATION DESCRIPTION
 CP1726
 CP1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1726'3.6 MI W FROM DELHI.
 CP1726'3.6 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1726'DELHI, IN SECTION 16, T 17 N, R 9 E, ABOUT 2 1/2 POLES EAST OF
 CP1726'MILEPOST 39, 82 FEET NORTH OF THE NORTH RAIL, SET IN THE CENTER OF THE
 CP1726'TOP OF THE SOUTH CONCRETE HEAD WALL OF A DOUBLE-CHANNELED CONCRETE
 CP1726'CULVERT UNDER U.S. HIGHWAY 80, 15 FEET SOUTH OF THE CENTER LINE OF THE
 CP1726'HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CP1726
 CP1726                          STATION RECOVERY (1968)
 CP1726
 CP1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1838 ***********************************************************************
 CP1838  DESIGNATION -  M 247
 CP1838  PID         -  CP1838
 CP1838  STATE/COUNTY-  LA/FRANKLIN
 CP1838  USGS QUAD   -  GILBERT (1983)
 CP1838
 CP1838                         *CURRENT SURVEY CONTROL
 CP1838  ___________________________________________________________________
 CP1838* NAD 83(1986)-  32 05 34.     (N)    091 41 51.     (W)     SCALED    
 CP1838* NAVD 88     -        22.56   (+/-2cm)      74.0    (feet)  VERTCON   
 CP1838  ___________________________________________________________________
 CP1838  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1838
 CP1838  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1838
 CP1838.The horizontal coordinates were scaled from a topographic map and have
 CP1838.an estimated accuracy of +/- 6 seconds.
 CP1838
 CP1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1838.The vertical order pertains to the NGVD 29 superseded value.
 CP1838
 CP1838.The geoid height was determined by GEOID03.
 CP1838
 CP1838;                    North         East    Units  Estimated Accuracy
 CP1838;SPC LA N     -   176,880.    1,075,750.      MT  (+/- 180 meters Scaled)
 CP1838
 CP1838                          SUPERSEDED SURVEY CONTROL
 CP1838
 CP1838  NGVD 29 (??/??/92)   22.574  (m)           74.06   (f) ADJ UNCH    1 2
 CP1838
 CP1838.Superseded values are not recommended for survey control.
 CP1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1838.See file dsdata.txt to determine how the superseded data were derived.
 CP1838
 CP1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR229514(NAD 83)
 CP1838_MARKER: DB = BENCH MARK DISK
 CP1838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1838_SP_SET: CULVERT
 CP1838_STAMPING: M 247 1966
 CP1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1838+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP1838
 CP1838  HISTORY     - Date     Condition        Report By
 CP1838  HISTORY     - 1966     MONUMENTED       CGS
 CP1838  HISTORY     - 20050318 GOOD             USPSQD
 CP1838
 CP1838                          STATION DESCRIPTION
 CP1838
 CP1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1838'3.95 MI NW FROM GILBERT.
 CP1838'3.95 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CP1838'GILBERT, OR ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE
 CP1838'AT WINNSBORO, THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET,
 CP1838'THENCE 5.45 MILES SOUTH ALONG STATE HIGHWAY 15, IN SECTION 19, T 13 N,
 CP1838'R 8 E, ON THE OUTSIDE OF A CURVE, ABOUT 0.15 MILE SOUTHEAST OF THE
 CP1838'MISSOURI PACIFIC RAILROAD SIDING SIGN AT CHASE, ABOUT 100 YARDS SOUTH
 CP1838'OF THE TRACK, 37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CP1838'THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A
 CP1838'TRIPLE-CHANNELED CONCRETE CULVERT, AND ABOUT 1 1/2 FEET BELOW THE
 CP1838'LEVEL OF THE HIGHWAY.
 CP1838
 CP1838                          STATION RECOVERY (2005)
 CP1838
 CP1838'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1475 ***********************************************************************
 BW1475  DESIGNATION -  M 248
 BW1475  PID         -  BW1475
 BW1475  STATE/COUNTY-  LA/CONCORDIA
 BW1475  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1475
 BW1475                         *CURRENT SURVEY CONTROL
 BW1475  ___________________________________________________________________
 BW1475* NAD 83(1986)-  31 40 38.     (N)    091 32 25.     (W)     SCALED    
 BW1475* NAVD 88     -        18.74   (+/-2cm)      61.5    (feet)  VERTCON   
 BW1475  ___________________________________________________________________
 BW1475  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1475
 BW1475  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1475
 BW1475.The horizontal coordinates were scaled from a topographic map and have
 BW1475.an estimated accuracy of +/- 6 seconds.
 BW1475
 BW1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1475.The vertical order pertains to the NGVD 29 superseded value.
 BW1475
 BW1475.The geoid height was determined by GEOID03.
 BW1475
 BW1475;                    North         East    Units  Estimated Accuracy
 BW1475;SPC LA N     -   130,930.    1,091,000.      MT  (+/- 180 meters Scaled)
 BW1475
 BW1475                          SUPERSEDED SURVEY CONTROL
 BW1475
 BW1475  NGVD 29 (??/??/92)   18.741  (m)           61.49   (f) ADJ UNCH    1 2
 BW1475
 BW1475.Superseded values are not recommended for survey control.
 BW1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1475.See file dsdata.txt to determine how the superseded data were derived.
 BW1475
 BW1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR383055(NAD 83)
 BW1475_MARKER: DB = BENCH MARK DISK
 BW1475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1475_SP_SET: BRIDGE
 BW1475_STAMPING: M-248 1966
 BW1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1475
 BW1475  HISTORY     - Date     Condition        Report By
 BW1475  HISTORY     - 1966     MONUMENTED       CGS
 BW1475  HISTORY     - 1975     GOOD             LADTD
 BW1475  HISTORY     - 1977     GOOD             NGS
 BW1475
 BW1475                          STATION DESCRIPTION
 BW1475
 BW1475'DESCRIBED BY LA TRANSP AND DEV 1975
 BW1475'3.1 MI S FROM CLAYTON.
 BW1475'THE MARK IS LOCATED APPROX. 2.9 MILES NORTH OF FERRIDAY HIGH SCHOOL
 BW1475'ALONG LA. HWY. 15.  IT IS SET IN THE SOUTH-WEST CORNER OF A CONCRETE
 BW1475'BRIDGE CROSSING CARROLL BAYOU ON LA. HWY 15.  IT IS 12.8 WEST OF THE
 BW1475'CENTER OF THE BRIDGE.  IT IS 33.4 FT RT. OF STA. 266+50 ON STATE
 BW1475'PROJECT 26-03-12.
 BW1475
 BW1475                          STATION RECOVERY (1977)
 BW1475
 BW1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2243 ***********************************************************************
 CP2243  DESIGNATION -  M 25
 CP2243  PID         -  CP2243
 CP2243  STATE/COUNTY-  LA/MOREHOUSE
 CP2243  USGS QUAD   -  BEEKMAN (1988)
 CP2243
 CP2243                         *CURRENT SURVEY CONTROL
 CP2243  ___________________________________________________________________
 CP2243* NAD 83(1986)-  32 55 14.     (N)    091 52 41.     (W)     SCALED    
 CP2243* NAVD 88     -        36.234  (meters)     118.88   (feet)  ADJUSTED  
 CP2243  ___________________________________________________________________
 CP2243  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP2243  DYNAMIC HT  -          36.195 (meters)     118.75  (feet)  COMP
 CP2243  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 CP2243
 CP2243  VERT ORDER  -  SECOND    CLASS 0
 CP2243
 CP2243.The horizontal coordinates were scaled from a topographic map and have
 CP2243.an estimated accuracy of +/- 6 seconds.
 CP2243
 CP2243.The orthometric height was determined by differential leveling
 CP2243.and adjusted by the National Geodetic Survey in June 1991..
 CP2243
 CP2243.The geoid height was determined by GEOID03.
 CP2243
 CP2243.The dynamic height is computed by dividing the NAVD 88
 CP2243.geopotential number by the normal gravity value computed on the
 CP2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2243.degrees latitude (g = 980.6199 gals.).
 CP2243
 CP2243.The modeled gravity was interpolated from observed gravity values.
 CP2243
 CP2243;                    North         East    Units  Estimated Accuracy
 CP2243;SPC LA N     -   268,560.    1,058,180.      MT  (+/- 180 meters Scaled)
 CP2243
 CP2243                          SUPERSEDED SURVEY CONTROL
 CP2243
 CP2243  NGVD 29 (??/??/92)   36.315  (m)          119.14   (f) ADJ UNCH    2 0
 CP2243
 CP2243.Superseded values are not recommended for survey control.
 CP2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2243.See file dsdata.txt to determine how the superseded data were derived.
 CP2243
 CP2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS049430(NAD 83)
 CP2243_MARKER: DB = BENCH MARK DISK
 CP2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2243_STAMPING: M-25 1935
 CP2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2243+STABILITY: SURFACE MOTION
 CP2243
 CP2243  HISTORY     - Date     Condition        Report By
 CP2243  HISTORY     - 1935     MONUMENTED       CGS
 CP2243  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2243
 CP2243                          STATION DESCRIPTION
 CP2243
 CP2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2243'6.3 MI N FROM WARDVILLE.
 CP2243'6.3 MILES NORTH OF, ALONG ST. HWY. 133, FROM STATION. ABOUT .4 MILE
 CP2243'SOUTHEAST OF BEEKMAN RAILROAD CROSSING.  55 FEET SOUTHWEST OF
 CP2243'CENTERLINE OF ST. HWY. 133.  33.2 FEET SOUTHWEST OF EAST FENCE CORNER.
 CP2243'26 FEET NORTHWEST OF CENTERLINE OF ROAD LEADING TO WHITE FARM HOUSE
 CP2243'WITH PEAK ROOF.  1.9 FEET SOUTHEAST OF FENCE. TABLET SET IN PRECAST
 CP2243'CONCRETE POST.
 CP2243
 CP2243                          STATION RECOVERY (1982)
 CP2243
 CP2243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0164 ***********************************************************************
 BJ0164  DESIGNATION -  M 250
 BJ0164  PID         -  BJ0164
 BJ0164  STATE/COUNTY-  LA/AVOYELLES
 BJ0164  USGS QUAD   -  SIMMESPORT (1969)
 BJ0164
 BJ0164                         *CURRENT SURVEY CONTROL
 BJ0164  ___________________________________________________________________
 BJ0164* NAD 83(1986)-  30 59 34.     (N)    091 49 18.     (W)     SCALED    
 BJ0164* NAVD 88     -        14.378  (meters)      47.17   (feet)  ADJUSTED  
 BJ0164  ___________________________________________________________________
 BJ0164  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0164  DYNAMIC HT  -          14.360 (meters)      47.11  (feet)  COMP
 BJ0164  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 BJ0164
 BJ0164  VERT ORDER  -  FIRST     CLASS I
 BJ0164
 BJ0164.The horizontal coordinates were scaled from a topographic map and have
 BJ0164.an estimated accuracy of +/- 6 seconds.
 BJ0164
 BJ0164.The orthometric height was determined by differential leveling
 BJ0164.and adjusted by the National Geodetic Survey in February 1994..
 BJ0164
 BJ0164.The geoid height was determined by GEOID03.
 BJ0164
 BJ0164.The dynamic height is computed by dividing the NAVD 88
 BJ0164.geopotential number by the normal gravity value computed on the
 BJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0164.degrees latitude (g = 980.6199 gals.).
 BJ0164
 BJ0164.The modeled gravity was interpolated from observed gravity values.
 BJ0164
 BJ0164;                    North         East    Units  Estimated Accuracy
 BJ0164;SPC LA N     -    54,840.    1,064,790.      MT  (+/- 180 meters Scaled)
 BJ0164
 BJ0164                          SUPERSEDED SURVEY CONTROL
 BJ0164
 BJ0164  NAVD 88 (06/15/91)   14.403  (m)           47.25   (f) UNKNOWN     1 1
 BJ0164  NGVD 29 (??/??/??)   14.355  (m)           47.10   (f) ADJUSTED    1 1
 BJ0164
 BJ0164.Superseded values are not recommended for survey control.
 BJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0164.See file dsdata.txt to determine how the superseded data were derived.
 BJ0164
 BJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ125293(NAD 83)
 BJ0164_MARKER: DB = BENCH MARK DISK
 BJ0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0164_SP_SET: RETAINING WALL
 BJ0164_STAMPING: M 250 1966
 BJ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0164+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2004
 BJ0164
 BJ0164  HISTORY     - Date     Condition        Report By
 BJ0164  HISTORY     - 1966     MONUMENTED       CGS
 BJ0164  HISTORY     - 1976     GOOD             NGS
 BJ0164  HISTORY     - 1977     GOOD             NGS
 BJ0164  HISTORY     - 1980     GOOD             LADTD
 BJ0164  HISTORY     - 20040212 GOOD             USPSQD
 BJ0164  HISTORY     - 20040212 GOOD             USPSQD
 BJ0164  HISTORY     - 20050317 GOOD             USPSQD
 BJ0164
 BJ0164                          STATION DESCRIPTION
 BJ0164
 BJ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0164'0.4 MI W FROM SIMMESPORT.
 BJ0164'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING
 BJ0164'CATHOLIC CHURCH AT SIMMESPORT, AT A SHARP CURVE IN THE HIGHWAY, SET IN
 BJ0164'THE CENTER OF THE TOP OF THE SOUTH CONCRETE RETAINING WALL AROUND A
 BJ0164'METAL GRATING IN A CONCRETE CATCH BASIN WHICH IS LOCATED NEAR THE
 BJ0164'CENTER OF A SMALL ISLAND BETWEEN 2 CONCRETE DRIVEWAYS LEADING TO A
 BJ0164'SHELL SERVICE STATION, 22 FEET SOUTH OF THE CENTER LINE OF THE
 BJ0164'HIGHWAY, 103 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 BJ0164'NORTH OF THE NORTH FACE OF THE SERVICE STATION, AND ABOUT 5 INCHES
 BJ0164'BELOW THE LEVEL OF THE HIGHWAY.
 BJ0164
 BJ0164                          STATION RECOVERY (1976)
 BJ0164
 BJ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0164'AT SIMMESPORT, AT THE NORTHEAST CORNER OF THE JUNCTION OF LIVE OAK AND
 BJ0164'NORTH MAIN STREETS, MIDWAY BETWEEN TWO DRIVEWAYS LEADING TO A SHELL
 BJ0164'SERVICE STATION, SET IN TOP OF THE CENTER OF THE SOUTH SIDE OF A
 BJ0164'CATCH BASIN WITH A METAL GRATING, 103 FT EAST OF THE CENTER LINE
 BJ0164'LIVE OAK STREET, 22 FT SOUTH OF THE CENTER LINE NORTH MAIN STREET
 BJ0164
 BJ0164                          STATION RECOVERY (1977)
 BJ0164
 BJ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0164'0.9 MILE WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0164'HIGHWAYS 1 AND 105 AT SIMMESPORT, THENCE NORTH 0.35 MILE TO THE
 BJ0164'INTERSECTION OF LIVE OAK STREET AND NORTH MAIN, SET IN THE
 BJ0164'CENTER OF THE TOP OF THE SOUTH CONCRETE RETAINING WALL
 BJ0164'AROUND A METAL GRATING IN A CONCRETE CATCH BASIN WHICH IS
 BJ0164'LOCATED NEAR THE CENTER OF A SMALL ISLAND BETWEEN TWO
 BJ0164'CONCRETE DRIVEWAYS LEADING TO A SHELL SERVICE STATION, 22 FEET
 BJ0164'SOUTH OF CENTER LINE OF NORTH MAIN STREET,103 FEET EAST OF THE
 BJ0164'CENTER LINE OF LIVE OAK STREET, 56 FEET NORTH OF THE NORTH FACE
 BJ0164'OF SERVICE STATION.
 BJ0164
 BJ0164                          STATION RECOVERY (1980)
 BJ0164
 BJ0164'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0164'RECOVERED IN GOOD CONDITION.
 BJ0164
 BJ0164                          STATION RECOVERY (2004)
 BJ0164
 BJ0164'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0164'RECOVERY DIRECTIONS VALID. THE SHELL SERVICE STATION IS NO LONGER
 BJ0164'OPERATING AS A SERVICE STATION.  THE BUILDING STILL EXISTS.
 BJ0164
 BJ0164                          STATION RECOVERY (2004)
 BJ0164
 BJ0164'RECOVERY NOTE BY US POWER SQUADRON 2004 (CL)
 BJ0164'RECOVERED IN GOOD CONDITION.
 BJ0164
 BJ0164                          STATION RECOVERY (2005)
 BJ0164
 BJ0164'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1651 ***********************************************************************
 BW1651  DESIGNATION -  M 251
 BW1651  PID         -  BW1651
 BW1651  STATE/COUNTY-  LA/CONCORDIA
 BW1651  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1651
 BW1651                         *CURRENT SURVEY CONTROL
 BW1651  ___________________________________________________________________
 BW1651* NAD 83(1986)-  31 37 19.     (N)    091 33 18.     (W)     SCALED    
 BW1651* NAVD 88     -        14.980  (meters)      49.15   (feet)  ADJUSTED  
 BW1651  ___________________________________________________________________
 BW1651  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW1651  DYNAMIC HT  -          14.962 (meters)      49.09  (feet)  COMP
 BW1651  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 BW1651
 BW1651  VERT ORDER  -  FIRST     CLASS II
 BW1651
 BW1651.The horizontal coordinates were scaled from a topographic map and have
 BW1651.an estimated accuracy of +/- 6 seconds.
 BW1651
 BW1651.The orthometric height was determined by differential leveling
 BW1651.and adjusted by the National Geodetic Survey in February 1994..
 BW1651
 BW1651.The geoid height was determined by GEOID03.
 BW1651
 BW1651.The dynamic height is computed by dividing the NAVD 88
 BW1651.geopotential number by the normal gravity value computed on the
 BW1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1651.degrees latitude (g = 980.6199 gals.).
 BW1651
 BW1651.The modeled gravity was interpolated from observed gravity values.
 BW1651
 BW1651;                    North         East    Units  Estimated Accuracy
 BW1651;SPC LA N     -   124,790.    1,089,650.      MT  (+/- 180 meters Scaled)
 BW1651
 BW1651                          SUPERSEDED SURVEY CONTROL
 BW1651
 BW1651  NAVD 88 (06/15/91)   14.997  (m)           49.20   (f) UNKNOWN     1 2
 BW1651  NGVD 29 (??/??/??)   14.981  (m)           49.15   (f) ADJUSTED    1 2
 BW1651
 BW1651.Superseded values are not recommended for survey control.
 BW1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1651.See file dsdata.txt to determine how the superseded data were derived.
 BW1651
 BW1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ370994(NAD 83)
 BW1651_MARKER: DB = BENCH MARK DISK
 BW1651_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW1651_STAMPING: M 251 1966
 BW1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1651
 BW1651  HISTORY     - Date     Condition        Report By
 BW1651  HISTORY     - 1966     MONUMENTED       CGS
 BW1651  HISTORY     - 1979     GOOD             NGS
 BW1651  HISTORY     - 1981     GOOD             LADTD
 BW1651  HISTORY     - 20050318 GOOD             USPSQD
 BW1651
 BW1651                          STATION DESCRIPTION
 BW1651
 BW1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1651'0.6 MI S FROM FERRIDAY.
 BW1651'ABOUT 0.1 MILE WEST ALONG LOUISIANA AVENUE FROM THE POST OFFICE AT
 BW1651'FERRIDAY, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAYS 65 AND 84, IN
 BW1651'SECTION 29, T 8 N, R 9 E, ABOUT 0.2 MILE NORTH OF THE CROSSING OF THE
 BW1651'HIGHWAY AND THE LOUISIANA AND MIDLAND RAILROAD, 61 FEET WEST OF THE
 BW1651'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE WEST
 BW1651'CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY AT
 BW1651'COCODRIE BAYOU, AND ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW1651
 BW1651                          STATION RECOVERY (1979)
 BW1651
 BW1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1651'RECOVERED IN GOOD CONDITION.
 BW1651
 BW1651                          STATION RECOVERY (1981)
 BW1651
 BW1651'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1651'RECOVERED IN GOOD CONDITION.
 BW1651
 BW1651                          STATION RECOVERY (2005)
 BW1651
 BW1651'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0689 ***********************************************************************
 BX0689  DESIGNATION -  M 252
 BX0689  PID         -  BX0689
 BX0689  STATE/COUNTY-  LA/GRANT
 BX0689  USGS QUAD   -  BALL (1993)
 BX0689
 BX0689                         *CURRENT SURVEY CONTROL
 BX0689  ___________________________________________________________________
 BX0689* NAD 83(1986)-  31 26 29.     (N)    092 25 15.     (W)     SCALED    
 BX0689* NAVD 88     -        52.38   (+/-2cm)     171.9    (feet)  VERTCON   
 BX0689  ___________________________________________________________________
 BX0689  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BX0689
 BX0689  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0689
 BX0689.The horizontal coordinates were scaled from a topographic map and have
 BX0689.an estimated accuracy of +/- 6 seconds.
 BX0689
 BX0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0689.The vertical order pertains to the NGVD 29 superseded value.
 BX0689
 BX0689.The geoid height was determined by GEOID03.
 BX0689
 BX0689;                    North         East    Units  Estimated Accuracy
 BX0689;SPC LA N     -   104,380.    1,007,530.      MT  (+/- 180 meters Scaled)
 BX0689
 BX0689                          SUPERSEDED SURVEY CONTROL
 BX0689
 BX0689  NGVD 29 (??/??/??)   52.361  (m)          171.79   (f) ADJUSTED    1 2
 BX0689
 BX0689.Superseded values are not recommended for survey control.
 BX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0689.See file dsdata.txt to determine how the superseded data were derived.
 BX0689
 BX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ550786(NAD 83)
 BX0689_MARKER: DB = BENCH MARK DISK
 BX0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0689_STAMPING: M 252 1966
 BX0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0689+STABILITY: SURFACE MOTION
 BX0689
 BX0689  HISTORY     - Date     Condition        Report By
 BX0689  HISTORY     - 1966     MONUMENTED       CGS
 BX0689
 BX0689                          STATION DESCRIPTION
 BX0689
 BX0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0689'1.4 MI S FROM SIMMS.
 BX0689'ABOUT 1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0689'STATION SIGN AT SIMMS, IN SECTION 1, T 5 N, R 1 W, 75 FEET NORTH OF
 BX0689'THE CENTER OF THE CROSSING OF A GRAVELED ROAD, 34 FEET EAST OF THE
 BX0689'FIRST POLE SOUTHEAST OF MILEPOST 588.10, 66 FEET NORTHEAST OF THE
 BX0689'NORTHEAST RAIL, 49 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVELED
 BX0689'ROAD AND THE CENTER OF A CATTLE GUARD, 3 1/2 FEET WEST OF A CORNER
 BX0689'POST AT A T-JUNCTION OF FENCES, 1.5 FEET EAST OF A METAL WITNESS POST,
 BX0689'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 BX0689'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1229 ***********************************************************************
 BW1229  DESIGNATION -  M 253
 BW1229  PID         -  BW1229
 BW1229  STATE/COUNTY-  LA/CONCORDIA
 BW1229  USGS QUAD   -  FAIRVIEW (1983)
 BW1229
 BW1229                         *CURRENT SURVEY CONTROL
 BW1229  ___________________________________________________________________
 BW1229* NAD 83(1986)-  31 18 04.     (N)    091 32 49.     (W)     SCALED    
 BW1229* NAVD 88     -        15.707  (meters)      51.53   (feet)  ADJUSTED  
 BW1229  ___________________________________________________________________
 BW1229  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW1229  DYNAMIC HT  -          15.688 (meters)      51.47  (feet)  COMP
 BW1229  MODELED GRAV-     979,418.9   (mgal)                       NAVD 88
 BW1229
 BW1229  VERT ORDER  -  FIRST     CLASS II
 BW1229
 BW1229.The horizontal coordinates were scaled from a topographic map and have
 BW1229.an estimated accuracy of +/- 6 seconds.
 BW1229
 BW1229.The orthometric height was determined by differential leveling
 BW1229.and adjusted by the National Geodetic Survey in February 1994..
 BW1229
 BW1229.The geoid height was determined by GEOID03.
 BW1229
 BW1229.The dynamic height is computed by dividing the NAVD 88
 BW1229.geopotential number by the normal gravity value computed on the
 BW1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1229.degrees latitude (g = 980.6199 gals.).
 BW1229
 BW1229.The modeled gravity was interpolated from observed gravity values.
 BW1229
 BW1229;                    North         East    Units  Estimated Accuracy
 BW1229;SPC LA N     -    89,220.    1,090,730.      MT  (+/- 180 meters Scaled)
 BW1229
 BW1229                          SUPERSEDED SURVEY CONTROL
 BW1229
 BW1229  NAVD 88 (06/15/91)   15.729  (m)           51.60   (f) UNKNOWN     1 2
 BW1229  NGVD 29 (??/??/??)   15.690  (m)           51.48   (f) ADJUSTED    1 2
 BW1229
 BW1229.Superseded values are not recommended for survey control.
 BW1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1229.See file dsdata.txt to determine how the superseded data were derived.
 BW1229
 BW1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ382638(NAD 83)
 BW1229_MARKER: DB = BENCH MARK DISK
 BW1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1229_STAMPING: M 253 1966
 BW1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1229+STABILITY: SURFACE MOTION
 BW1229
 BW1229  HISTORY     - Date     Condition        Report By
 BW1229  HISTORY     - 1966     MONUMENTED       CGS
 BW1229  HISTORY     - 1979     GOOD             NGS
 BW1229
 BW1229                          STATION DESCRIPTION
 BW1229
 BW1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1229'13.4 MI NE FROM SHAW.
 BW1229'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1229'SCHOOLHOUSE AT SHAW, THENCE 5.75 MILES NORTHEAST ALONG A GRAVELED
 BW1229'ROAD, IN SECTION 12, T 4 N, R 9 E, ABOUT 114 YARDS SOUTHWEST OF THE
 BW1229'SOUTH CORNER OF A TWO-STORIED HOUSE WHICH HAS A 65-INCH OAK TREE IN
 BW1229'THE FRONT YARD, 60 YARDS NORTHEAST OF A BARN WITH A METAL ROOF, 31
 BW1229'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHWEST OF
 BW1229'THE CENTER OF A WOODEN GATE ACROSS A ROAD LEADING TO A FIELD, 22 FEET
 BW1229'NORTHWEST OF A POWER POLE NUMBER 02340 BEARING A TRANSFORMER, 2 FEET
 BW1229'NORTHWEST OF A FENCE, 1.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 BW1229'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BW1229'PROJECTING 7 INCHES.
 BW1229
 BW1229                          STATION RECOVERY (1979)
 BW1229
 BW1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1229'NOTE, POWER POLE NUMBER IS NOW 02-341 AND CONCRETE POST IS PROJECTING
 BW1229'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0004 ***********************************************************************
 CQ0004  DESIGNATION -  M 254
 CQ0004  PID         -  CQ0004
 CQ0004  STATE/COUNTY-  LA/OUACHITA
 CQ0004  USGS QUAD   -  MONROE NORTH (1994)
 CQ0004
 CQ0004                         *CURRENT SURVEY CONTROL
 CQ0004  ___________________________________________________________________
 CQ0004* NAD 83(1986)-  32 30 39.     (N)    092 02 37.     (W)     SCALED    
 CQ0004* NAVD 88     -        23.869  (meters)      78.31   (feet)  ADJUSTED  
 CQ0004  ___________________________________________________________________
 CQ0004  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0004  DYNAMIC HT  -          23.842 (meters)      78.22  (feet)  COMP
 CQ0004  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 CQ0004
 CQ0004  VERT ORDER  -  FIRST     CLASS I
 CQ0004
 CQ0004.This mark is at Monroe Airport (MLU)
 CQ0004
 CQ0004.The horizontal coordinates were scaled from a topographic map and have
 CQ0004.an estimated accuracy of +/- 6 seconds.
 CQ0004
 CQ0004.The orthometric height was determined by differential leveling
 CQ0004.and adjusted by the National Geodetic Survey in May 1997..
 CQ0004
 CQ0004.The geoid height was determined by GEOID03.
 CQ0004
 CQ0004.The dynamic height is computed by dividing the NAVD 88
 CQ0004.geopotential number by the normal gravity value computed on the
 CQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0004.degrees latitude (g = 980.6199 gals.).
 CQ0004
 CQ0004.The modeled gravity was interpolated from observed gravity values.
 CQ0004
 CQ0004;                    North         East    Units  Estimated Accuracy
 CQ0004;SPC LA N     -   223,050.    1,042,880.      MT  (+/- 180 meters Scaled)
 CQ0004
 CQ0004                          SUPERSEDED SURVEY CONTROL
 CQ0004
 CQ0004  NAVD 88 (06/15/91)   23.873  (m)           78.32   (f) UNKNOWN     1 1
 CQ0004  NGVD 29 (??/??/??)   23.917  (m)           78.47   (f) ADJUSTED    1 1
 CQ0004
 CQ0004.Superseded values are not recommended for survey control.
 CQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0004.See file dsdata.txt to determine how the superseded data were derived.
 CQ0004
 CQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR898974(NAD 83)
 CQ0004_MARKER: DB = BENCH MARK DISK
 CQ0004_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CQ0004_STAMPING: M 254 1968
 CQ0004_MARK LOGO: CGS   
 CQ0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0004
 CQ0004  HISTORY     - Date     Condition        Report By
 CQ0004  HISTORY     - 1968     MONUMENTED       CGS
 CQ0004  HISTORY     - 1969     GOOD             CGS
 CQ0004  HISTORY     - 1980     GOOD             LOCSUR
 CQ0004  HISTORY     - 1983     GOOD             LADTD
 CQ0004  HISTORY     - 1990     GOOD             USPSQD
 CQ0004
 CQ0004                          STATION DESCRIPTION
 CQ0004
 CQ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0004'4.6 MI E FROM MONROE.
 CQ0004'ABOUT 3.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0004'STATION AT MONROE, THENCE 0.8 MILE NORTH ALONG A PAVED ROAD, THENCE
 CQ0004'0.7 MILE EAST ALONG THE ACCESS ROAD TO MONROE MUNICIPAL AIRPORT WHICH
 CQ0004'WAS FORMERLY SELMAN FIELD, IN SECTION 27, T 18 N, R 4 E, 0.1 MILE
 CQ0004'NORTH OF THE NORTH END OF THE NEW ADMINISTRATION BUILDING, AT THE
 CQ0004'NORTHEAST CORNER OF THE FLEEMAN FLYING SERVICE HANGAR, SET IN THE TOP
 CQ0004'OF THE CONCRETE BASE OF THE NORTH END OF THE HANGAR DOOR TRACK, 4 FEET
 CQ0004'EAST OF THE NORTHEAST CORNER OF THE HANGAR, 1 FOOT SOUTH OF THE BUMP
 CQ0004'BAR AT THE NORTH END OF THE DOOR TRACK, AND ABOUT LEVEL WITH THE
 CQ0004'CONCRETE APRON.
 CQ0004
 CQ0004                          STATION RECOVERY (1980)
 CQ0004
 CQ0004'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CQ0004'RECOVERED IN GOOD CONDITION.
 CQ0004
 CQ0004                          STATION RECOVERY (1983)
 CQ0004
 CQ0004'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0004'RECOVERED IN GOOD CONDITION.
 CQ0004
 CQ0004                          STATION RECOVERY (1990)
 CQ0004
 CQ0004'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1353 ***********************************************************************
 CP1353  DESIGNATION -  M 255
 CP1353  PID         -  CP1353
 CP1353  STATE/COUNTY-  LA/MADISON
 CP1353  USGS QUAD   -  TALLULAH (1994)
 CP1353
 CP1353                         *CURRENT SURVEY CONTROL
 CP1353  ___________________________________________________________________
 CP1353* NAD 83(1986)-  32 24 46.     (N)    091 08 59.     (W)     SCALED    
 CP1353* NAVD 88     -        25.587  (meters)      83.95   (feet)  ADJUSTED  
 CP1353  ___________________________________________________________________
 CP1353  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1353  DYNAMIC HT  -          25.557 (meters)      83.85  (feet)  COMP
 CP1353  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CP1353
 CP1353  VERT ORDER  -  FIRST     CLASS I
 CP1353
 CP1353.The horizontal coordinates were scaled from a topographic map and have
 CP1353.an estimated accuracy of +/- 6 seconds.
 CP1353
 CP1353.The orthometric height was determined by differential leveling
 CP1353.and adjusted by the National Geodetic Survey in June 1991..
 CP1353
 CP1353.The geoid height was determined by GEOID03.
 CP1353
 CP1353.The dynamic height is computed by dividing the NAVD 88
 CP1353.geopotential number by the normal gravity value computed on the
 CP1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1353.degrees latitude (g = 980.6199 gals.).
 CP1353
 CP1353.The modeled gravity was interpolated from observed gravity values.
 CP1353
 CP1353;                    North         East    Units  Estimated Accuracy
 CP1353;SPC LA N     -   212,870.    1,127,010.      MT  (+/- 180 meters Scaled)
 CP1353
 CP1353                          SUPERSEDED SURVEY CONTROL
 CP1353
 CP1353  NGVD 29 (06/11/92)   25.590  (m)           83.96   (f) ADJUSTED    1 1
 CP1353
 CP1353.Superseded values are not recommended for survey control.
 CP1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1353.See file dsdata.txt to determine how the superseded data were derived.
 CP1353
 CP1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR739876(NAD 83)
 CP1353_MARKER: DB = BENCH MARK DISK
 CP1353_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CP1353+WITH SETTING: PAVEMENT
 CP1353_STAMPING: M 255 1968
 CP1353_MARK LOGO: CGS   
 CP1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1353+STABILITY: SURFACE MOTION
 CP1353
 CP1353  HISTORY     - Date     Condition        Report By
 CP1353  HISTORY     - 1968     MONUMENTED       CGS
 CP1353  HISTORY     - 1982     GOOD             LADTD
 CP1353
 CP1353                          STATION DESCRIPTION
 CP1353
 CP1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1353'3.9 MI NE FROM TALLULAH.
 CP1353'2.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1353'AT TALLULAH, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 602, THENCE
 CP1353'0.15 MILE EAST ALONG U.S. HIGHWAY 80, THENCE 1.05 MILES NORTH ALONG A
 CP1353'PAVED ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 46,
 CP1353'T 17 N, R 13 E, AT THE TALLULAH AIRPORT, 0.1 MILE NORTH OF THE CENTER
 CP1353'LINE OF THE ROAD, SET IN THE TOP OF THE CONCRETE BASE FOR THE
 CP1353'NORTHEAST LEG OF THE AIRPORT BEACON TOWER, 0.5 FOOT NORTHEAST OF THE
 CP1353'NORTHEAST LEG, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 CP1353
 CP1353                          STATION RECOVERY (1982)
 CP1353
 CP1353'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0977 ***********************************************************************
 CQ0977  DESIGNATION -  M 256
 CQ0977  PID         -  CQ0977
 CQ0977  STATE/COUNTY-  LA/LINCOLN
 CQ0977  USGS QUAD   -  RUSTON WEST (1994)
 CQ0977
 CQ0977                         *CURRENT SURVEY CONTROL
 CQ0977  ___________________________________________________________________
 CQ0977* NAD 83(1986)-  32 31 43.     (N)    092 38 58.     (W)     SCALED    
 CQ0977* NAVD 88     -        84.949  (meters)     278.70   (feet)  ADJUSTED  
 CQ0977  ___________________________________________________________________
 CQ0977  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0977  DYNAMIC HT  -          84.854 (meters)     278.39  (feet)  COMP
 CQ0977  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 CQ0977
 CQ0977  VERT ORDER  -  FIRST     CLASS I
 CQ0977
 CQ0977.The horizontal coordinates were scaled from a topographic map and have
 CQ0977.an estimated accuracy of +/- 6 seconds.
 CQ0977
 CQ0977.The orthometric height was determined by differential leveling
 CQ0977.and adjusted by the National Geodetic Survey in June 1991..
 CQ0977
 CQ0977.The geoid height was determined by GEOID03.
 CQ0977
 CQ0977.The dynamic height is computed by dividing the NAVD 88
 CQ0977.geopotential number by the normal gravity value computed on the
 CQ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0977.degrees latitude (g = 980.6199 gals.).
 CQ0977
 CQ0977.The modeled gravity was interpolated from observed gravity values.
 CQ0977
 CQ0977;                    North         East    Units  Estimated Accuracy
 CQ0977;SPC LA N     -   224,940.      985,960.      MT  (+/- 180 meters Scaled)
 CQ0977
 CQ0977                          SUPERSEDED SURVEY CONTROL
 CQ0977
 CQ0977  NGVD 29 (??/??/??)   85.019  (m)          278.93   (f) ADJUSTED    1 1
 CQ0977
 CQ0977.Superseded values are not recommended for survey control.
 CQ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0977.See file dsdata.txt to determine how the superseded data were derived.
 CQ0977
 CQ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR329990(NAD 83)
 CQ0977_MARKER: DB = BENCH MARK DISK
 CQ0977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0977_SP_SET: ABUTMENT
 CQ0977_STAMPING: M 256 1968
 CQ0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0977
 CQ0977  HISTORY     - Date     Condition        Report By
 CQ0977  HISTORY     - 1968     MONUMENTED       CGS
 CQ0977  HISTORY     - 1969     GOOD             CGS
 CQ0977  HISTORY     - 1987     GOOD             USPSQD
 CQ0977  HISTORY     - 20040131 GOOD             USPSQD
 CQ0977
 CQ0977                          STATION DESCRIPTION
 CQ0977
 CQ0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0977'0.9 MI W FROM RUSTON.
 CQ0977'ABOUT 0.1 MILE NORTH ALONG VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND
 CQ0977'167 FROM THE COURTHOUSE AT RUSTON, THENCE 0.8 MILE WEST ALONG THE
 CQ0977'ILLINOIS CENTRAL RAILROAD, IN SECTION 23, T 18 N, R 3 W, AT THE
 CQ0977'CROSSING OF THE RAILROAD AND TECH DRIVE, 10 FEET SOUTH OF THE SOUTH
 CQ0977'RAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 CQ0977'THE RAILROAD OVERPASS FOR TECH DRIVE, AND ABOUT 2 FEET BELOW THE LEVEL
 CQ0977'OF THE TRACK.
 CQ0977
 CQ0977                          STATION RECOVERY (1987)
 CQ0977
 CQ0977'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0977'RECOVERED IN GOOD CONDITION.
 CQ0977
 CQ0977                          STATION RECOVERY (2004)
 CQ0977
 CQ0977'RECOVERY NOTE BY US POWER SQUADRON 2004 (SJ)
 CQ0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2032 ***********************************************************************
 CQ2032  DESIGNATION -  M 257
 CQ2032  PID         -  CQ2032
 CQ2032  STATE/COUNTY-  LA/BOSSIER
 CQ2032  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2032
 CQ2032                         *CURRENT SURVEY CONTROL
 CQ2032  ___________________________________________________________________
 CQ2032* NAD 83(1986)-  32 31 44.     (N)    093 38 39.     (W)     SCALED    
 CQ2032* NAVD 88     -        50.024  (meters)     164.12   (feet)  ADJUSTED  
 CQ2032  ___________________________________________________________________
 CQ2032  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2032  DYNAMIC HT  -          49.968 (meters)     163.94  (feet)  COMP
 CQ2032  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 CQ2032
 CQ2032  VERT ORDER  -  FIRST     CLASS I
 CQ2032
 CQ2032.The horizontal coordinates were scaled from a topographic map and have
 CQ2032.an estimated accuracy of +/- 6 seconds.
 CQ2032
 CQ2032.The orthometric height was determined by differential leveling
 CQ2032.and adjusted by the National Geodetic Survey in June 1991..
 CQ2032
 CQ2032.The geoid height was determined by GEOID03.
 CQ2032
 CQ2032.The dynamic height is computed by dividing the NAVD 88
 CQ2032.geopotential number by the normal gravity value computed on the
 CQ2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2032.degrees latitude (g = 980.6199 gals.).
 CQ2032
 CQ2032.The modeled gravity was interpolated from observed gravity values.
 CQ2032
 CQ2032;                    North         East    Units  Estimated Accuracy
 CQ2032;SPC LA N     -   225,530.      892,510.      MT  (+/- 180 meters Scaled)
 CQ2032
 CQ2032                          SUPERSEDED SURVEY CONTROL
 CQ2032
 CQ2032  NGVD 29 (??/??/??)   50.096  (m)          164.36   (f) ADJUSTED    1 1
 CQ2032
 CQ2032.Superseded values are not recommended for survey control.
 CQ2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2032.See file dsdata.txt to determine how the superseded data were derived.
 CQ2032
 CQ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR395992(NAD 83)
 CQ2032_MARKER: DB = BENCH MARK DISK
 CQ2032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2032_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2032_STAMPING: M 257 1968
 CQ2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2032
 CQ2032  HISTORY     - Date     Condition        Report By
 CQ2032  HISTORY     - 1968     MONUMENTED       CGS
 CQ2032  HISTORY     - 1969     GOOD             CGS
 CQ2032
 CQ2032                          STATION DESCRIPTION
 CQ2032
 CQ2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2032'5.6 MI E FROM BOSSIER CITY.
 CQ2032'ABOUT 5.6 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE EAST
 CQ2032'END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY, IN
 CQ2032'SECTION 19, T 18 N, R 12 W, 66 1/2 FEET SOUTHEAST AND ACROSS THE TRACK
 CQ2032'FROM MILEPOST 162, 45 1/2 FEET SOUTH OF THE SOUTH RAIL, 66 1/2 FEET
 CQ2032'EAST OF A TELEPHONE POLE, 27 1/2 FEET NORTH OF A CORNER FENCE POST,
 CQ2032'2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 6 1/2 FEET BELOW THE
 CQ2032'LEVEL OF THE TRACK, A DISK ON THE TOP OF A 3-INCH IRON PIPE WHICH
 CQ2032'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1272 ***********************************************************************
 CQ1272  DESIGNATION -  M 258
 CQ1272  PID         -  CQ1272
 CQ1272  STATE/COUNTY-  LA/WEBSTER
 CQ1272  USGS QUAD   -  ADA (1986)
 CQ1272
 CQ1272                         *CURRENT SURVEY CONTROL
 CQ1272  ___________________________________________________________________
 CQ1272* NAD 83(1986)-  32 32 31.     (N)    093 12 51.     (W)     SCALED    
 CQ1272* NAVD 88     -        82.110  (meters)     269.39   (feet)  ADJUSTED  
 CQ1272  ___________________________________________________________________
 CQ1272  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1272  DYNAMIC HT  -          82.019 (meters)     269.09  (feet)  COMP
 CQ1272  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 CQ1272
 CQ1272  VERT ORDER  -  FIRST     CLASS I
 CQ1272
 CQ1272.The horizontal coordinates were scaled from a topographic map and have
 CQ1272.an estimated accuracy of +/- 6 seconds.
 CQ1272
 CQ1272.The orthometric height was determined by differential leveling
 CQ1272.and adjusted by the National Geodetic Survey in June 1991..
 CQ1272
 CQ1272.The geoid height was determined by GEOID03.
 CQ1272
 CQ1272.The dynamic height is computed by dividing the NAVD 88
 CQ1272.geopotential number by the normal gravity value computed on the
 CQ1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1272.degrees latitude (g = 980.6199 gals.).
 CQ1272
 CQ1272.The modeled gravity was interpolated from observed gravity values.
 CQ1272
 CQ1272;                    North         East    Units  Estimated Accuracy
 CQ1272;SPC LA N     -   226,630.      932,920.      MT  (+/- 180 meters Scaled)
 CQ1272
 CQ1272                          SUPERSEDED SURVEY CONTROL
 CQ1272
 CQ1272  NGVD 29 (??/??/??)   82.188  (m)          269.65   (f) ADJUSTED    1 1
 CQ1272
 CQ1272.Superseded values are not recommended for survey control.
 CQ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1272.See file dsdata.txt to determine how the superseded data were derived.
 CQ1272
 CQ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS798005(NAD 83)
 CQ1272_MARKER: DB = BENCH MARK DISK
 CQ1272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1272_STAMPING: M 258 1969
 CQ1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1272
 CQ1272  HISTORY     - Date     Condition        Report By
 CQ1272  HISTORY     - 1969     MONUMENTED       CGS
 CQ1272  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1272
 CQ1272                          STATION DESCRIPTION
 CQ1272
 CQ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1272'1.8 MI E FROM DUBBERLY.
 CQ1272'ABOUT 1.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ1272'OFFICE AT DUBBERLY, IN SECTION 17, T 18 N, R 8 W, 14 POLES EAST OF
 CQ1272'MILEPOST 137, 48 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 109 FEET
 CQ1272'SOUTHEAST AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 1050 WHICH
 CQ1272'IS BRACED BY 3 GUY WIRES, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 1.6
 CQ1272'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE
 CQ1272'LEVEL OF THE TRACK, A DISK ON THE TOP OF A 3-INCH IRON PIPE WHICH
 CQ1272'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1272
 CQ1272                          STATION RECOVERY (1982)
 CQ1272
 CQ1272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1791 ***********************************************************************
 CQ1791  DESIGNATION -  M 259
 CQ1791  PID         -  CQ1791
 CQ1791  STATE/COUNTY-  LA/CADDO
 CQ1791  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1791
 CQ1791                         *CURRENT SURVEY CONTROL
 CQ1791  ___________________________________________________________________
 CQ1791* NAD 83(1986)-  32 29 26.     (N)    093 42 08.     (W)     SCALED    
 CQ1791* NAVD 88     -        57.798  (meters)     189.63   (feet)  ADJUSTED  
 CQ1791  ___________________________________________________________________
 CQ1791  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ1791  DYNAMIC HT  -          57.733 (meters)     189.41  (feet)  COMP
 CQ1791  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CQ1791
 CQ1791  VERT ORDER  -  FIRST     CLASS I
 CQ1791
 CQ1791.The horizontal coordinates were scaled from a topographic map and have
 CQ1791.an estimated accuracy of +/- 6 seconds.
 CQ1791
 CQ1791.The orthometric height was determined by differential leveling
 CQ1791.and adjusted by the National Geodetic Survey in June 1991..
 CQ1791
 CQ1791.The geoid height was determined by GEOID03.
 CQ1791
 CQ1791.The dynamic height is computed by dividing the NAVD 88
 CQ1791.geopotential number by the normal gravity value computed on the
 CQ1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1791.degrees latitude (g = 980.6199 gals.).
 CQ1791
 CQ1791.The modeled gravity was interpolated from observed gravity values.
 CQ1791
 CQ1791;                    North         East    Units  Estimated Accuracy
 CQ1791;SPC LA N     -   221,330.      887,010.      MT  (+/- 180 meters Scaled)
 CQ1791
 CQ1791                          SUPERSEDED SURVEY CONTROL
 CQ1791
 CQ1791  NGVD 29 (??/??/??)   57.865  (m)          189.85   (f) ADJUSTED    1 1
 CQ1791
 CQ1791.Superseded values are not recommended for survey control.
 CQ1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1791.See file dsdata.txt to determine how the superseded data were derived.
 CQ1791
 CQ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR340950(NAD 83)
 CQ1791_MARKER: DB = BENCH MARK DISK
 CQ1791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1791_SP_SET: BRIDGE
 CQ1791_STAMPING: M 259 1969
 CQ1791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1791
 CQ1791  HISTORY     - Date     Condition        Report By
 CQ1791  HISTORY     - 1969     MONUMENTED       CGS
 CQ1791  HISTORY     - 1977     GOOD             NGS
 CQ1791  HISTORY     - 1987     GOOD             USPSQD
 CQ1791  HISTORY     - 1989     GOOD             USPSQD
 CQ1791
 CQ1791                          STATION DESCRIPTION
 CQ1791
 CQ1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1791'1.55 MI SW FROM BARKSDALE AIR FORCE BASE.
 CQ1791'ABOUT 0.7 MILE SOUTHWEST ALONG BARKSDALE BOULEVARD WEST FROM THE
 CQ1791'HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE BASE, THENCE 0.85 MILE
 CQ1791'SOUTHWEST ALONG STATE HIGHWAY 3032, OR ABOUT 1.6 MILES NORTH ALONG
 CQ1791'STATE HIGHWAY 1 WHICH IS YOUREE DRIVE FROM THE SOUTHFIELD STATION POST
 CQ1791'OFFICE AT SHREVEPORT, THENCE 1.05 MILES EAST ALONG STATE HIGHWAY 3032,
 CQ1791'IN SECTION 4, T 17 N, R 13 W, 15 FEET NORTHWEST OF THE CENTER LINE OF
 CQ1791'THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CQ1791'CONCRETE FOUNDATION FOR THE GUARD RAIL ON A CONCRETE HIGHWAY BRIDGE
 CQ1791'OVER THE RED RIVER, 1 FOOT EAST OF A METAL LIGHT POLE, AND ABOUT 1
 CQ1791'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CQ1791
 CQ1791                          STATION RECOVERY (1977)
 CQ1791
 CQ1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1791'RECOVERED IN GOOD CONDITION.
 CQ1791
 CQ1791                          STATION RECOVERY (1987)
 CQ1791
 CQ1791'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1791'RECOVERED IN GOOD CONDITION.
 CQ1791
 CQ1791                          STATION RECOVERY (1989)
 CQ1791
 CQ1791'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1833 ***********************************************************************
 CQ1833  DESIGNATION -  M 260
 CQ1833  PID         -  CQ1833
 CQ1833  STATE/COUNTY-  LA/CADDO
 CQ1833  USGS QUAD   -  ELM GROVE (1980)
 CQ1833
 CQ1833                         *CURRENT SURVEY CONTROL
 CQ1833  ___________________________________________________________________
 CQ1833* NAD 83(1986)-  32 18 45.     (N)    093 35 07.     (W)     SCALED    
 CQ1833* NAVD 88     -        45.917  (meters)     150.65   (feet)  ADJUSTED  
 CQ1833  ___________________________________________________________________
 CQ1833  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1833  DYNAMIC HT  -          45.865 (meters)     150.48  (feet)  COMP
 CQ1833  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 CQ1833
 CQ1833  VERT ORDER  -  FIRST     CLASS I
 CQ1833
 CQ1833.The horizontal coordinates were scaled from a topographic map and have
 CQ1833.an estimated accuracy of +/- 6 seconds.
 CQ1833
 CQ1833.The orthometric height was determined by differential leveling
 CQ1833.and adjusted by the National Geodetic Survey in February 1994..
 CQ1833
 CQ1833.The geoid height was determined by GEOID03.
 CQ1833
 CQ1833.The dynamic height is computed by dividing the NAVD 88
 CQ1833.geopotential number by the normal gravity value computed on the
 CQ1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1833.degrees latitude (g = 980.6199 gals.).
 CQ1833
 CQ1833.The modeled gravity was interpolated from observed gravity values.
 CQ1833
 CQ1833;                    North         East    Units  Estimated Accuracy
 CQ1833;SPC LA N     -   201,480.      897,810.      MT  (+/- 180 meters Scaled)
 CQ1833
 CQ1833                          SUPERSEDED SURVEY CONTROL
 CQ1833
 CQ1833  NGVD 29 (??/??/??)   45.971  (m)          150.82   (f) ADJUSTED    1 1
 CQ1833
 CQ1833.Superseded values are not recommended for survey control.
 CQ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1833.See file dsdata.txt to determine how the superseded data were derived.
 CQ1833
 CQ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR449752(NAD 83)
 CQ1833_MARKER: DB = BENCH MARK DISK
 CQ1833_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ1833_STAMPING: M 260 1969
 CQ1833_MARK LOGO: NGS   
 CQ1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1833+STABILITY: SURFACE MOTION
 CQ1833
 CQ1833  HISTORY     - Date     Condition        Report By
 CQ1833  HISTORY     - 1969     MONUMENTED       CGS
 CQ1833  HISTORY     - 1977     GOOD             NGS
 CQ1833  HISTORY     - 1981     GOOD             LADTD
 CQ1833  HISTORY     - 1985     GOOD             USPSQD
 CQ1833  HISTORY     - 1986     GOOD             USPSQD
 CQ1833  HISTORY     - 1987     GOOD             USPSQD
 CQ1833  HISTORY     - 19940910 GOOD             USPSQD
 CQ1833  HISTORY     - 19990515 GOOD             USPSQD
 CQ1833
 CQ1833                          STATION DESCRIPTION
 CQ1833
 CQ1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1833'12.9 MI SE FROM SHREVEPORT.
 CQ1833'ABOUT 12.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1833'STATION POST OFFICE AT SHREVEPORT, IN SECTION 3, T 16 N, R 12 W, 0.2
 CQ1833'MILE SOUTHEAST OF A CONCRETE HIGHWAY BRIDGE, 26 1/2 FEET SOUTHWEST OF
 CQ1833'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF
 CQ1833'THE SOUTHWEST CONCRETE HEADWALL OF A TWO-CHANNEL CONCRETE CULVERT, AND
 CQ1833'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ1833
 CQ1833                          STATION RECOVERY (1977)
 CQ1833
 CQ1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1833'RECOVERED IN GOOD CONDITION.
 CQ1833
 CQ1833                          STATION RECOVERY (1981)
 CQ1833
 CQ1833'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1833'RECOVERED IN GOOD CONDITION.
 CQ1833
 CQ1833                          STATION RECOVERY (1985)
 CQ1833
 CQ1833'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1833'ABOUT 12.7 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1833'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1833'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1833
 CQ1833                          STATION RECOVERY (1986)
 CQ1833
 CQ1833'RECOVERY NOTE BY US POWER SQUADRON 1986 (RST)
 CQ1833'RECOVERED IN GOOD CONDITION.
 CQ1833
 CQ1833                          STATION RECOVERY (1987)
 CQ1833
 CQ1833'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1833'RECOVERED IN GOOD CONDITION.
 CQ1833
 CQ1833                          STATION RECOVERY (1994)
 CQ1833
 CQ1833'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1833'RECOVERED IN GOOD CONDITION.
 CQ1833
 CQ1833                          STATION RECOVERY (1999)
 CQ1833
 CQ1833'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1501 ***********************************************************************
 CQ1501  DESIGNATION -  M 261
 CQ1501  PID         -  CQ1501
 CQ1501  STATE/COUNTY-  LA/RED RIVER
 CQ1501  USGS QUAD   -  HARMON (1980)
 CQ1501
 CQ1501                         *CURRENT SURVEY CONTROL
 CQ1501  ___________________________________________________________________
 CQ1501* NAD 83(1986)-  32 04 03.     (N)    093 26 09.     (W)     SCALED    
 CQ1501* NAVD 88     -        41.294  (meters)     135.48   (feet)  ADJUSTED  
 CQ1501  ___________________________________________________________________
 CQ1501  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1501  DYNAMIC HT  -          41.246 (meters)     135.32  (feet)  COMP
 CQ1501  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 CQ1501
 CQ1501  VERT ORDER  -  FIRST     CLASS I
 CQ1501
 CQ1501.The horizontal coordinates were scaled from a topographic map and have
 CQ1501.an estimated accuracy of +/- 6 seconds.
 CQ1501
 CQ1501.The orthometric height was determined by differential leveling
 CQ1501.and adjusted by the National Geodetic Survey in February 1994..
 CQ1501
 CQ1501.The geoid height was determined by GEOID03.
 CQ1501
 CQ1501.The dynamic height is computed by dividing the NAVD 88
 CQ1501.geopotential number by the normal gravity value computed on the
 CQ1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1501.degrees latitude (g = 980.6199 gals.).
 CQ1501
 CQ1501.The modeled gravity was interpolated from observed gravity values.
 CQ1501
 CQ1501;                    North         East    Units  Estimated Accuracy
 CQ1501;SPC LA N     -   174,180.      911,640.      MT  (+/- 180 meters Scaled)
 CQ1501
 CQ1501                          SUPERSEDED SURVEY CONTROL
 CQ1501
 CQ1501  NAVD 88 (06/15/91)   41.293  (m)          135.48   (f) UNKNOWN     1 1
 CQ1501  NGVD 29 (??/??/??)   41.353  (m)          135.67   (f) ADJUSTED    1 1
 CQ1501
 CQ1501.Superseded values are not recommended for survey control.
 CQ1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1501.See file dsdata.txt to determine how the superseded data were derived.
 CQ1501
 CQ1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR588480(NAD 83)
 CQ1501_MARKER: DB = BENCH MARK DISK
 CQ1501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1501_SP_SET: CULVERT
 CQ1501_STAMPING: M 261 1969
 CQ1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1501
 CQ1501  HISTORY     - Date     Condition        Report By
 CQ1501  HISTORY     - 1969     MONUMENTED       CGS
 CQ1501  HISTORY     - 1977     GOOD             NGS
 CQ1501  HISTORY     - 1987     GOOD             USPSQD
 CQ1501  HISTORY     - 19970621 GOOD             USPSQD
 CQ1501
 CQ1501                          STATION DESCRIPTION
 CQ1501
 CQ1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1501'7.85 MI NW FROM COUSHATTA.
 CQ1501'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1501'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 5.35 MILES NORTHWEST
 CQ1501'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, IN SECTION 31, T 13 N, R 10
 CQ1501'W, 0.2 MILE NORTHWEST OF THE POST OFFICE AT HARMON, 61 1/2 FEET
 CQ1501'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE
 CQ1501'TOP OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER
 CQ1501'THE TEXAS AND PACIFIC RAILROAD, 11 FEET NORTHEAST OF THE NORTHEAST
 CQ1501'RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 CQ1501
 CQ1501                          STATION RECOVERY (1977)
 CQ1501
 CQ1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1501'RECOVERED IN GOOD CONDITION.
 CQ1501
 CQ1501                          STATION RECOVERY (1987)
 CQ1501
 CQ1501'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1501'RECOVERED IN GOOD CONDITION.
 CQ1501
 CQ1501                          STATION RECOVERY (1997)
 CQ1501
 CQ1501'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1106 ***********************************************************************
 BX1106  DESIGNATION -  M 262
 BX1106  PID         -  BX1106
 BX1106  STATE/COUNTY-  LA/RAPIDES
 BX1106  USGS QUAD   -  RAPIDES (1992)
 BX1106
 BX1106                         *CURRENT SURVEY CONTROL
 BX1106  ___________________________________________________________________
 BX1106* NAD 83(1986)-  31 22 00.     (N)    092 35 54.     (W)     SCALED    
 BX1106* NAVD 88     -        25.213  (meters)      82.72   (feet)  ADJUSTED  
 BX1106  ___________________________________________________________________
 BX1106  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX1106  DYNAMIC HT  -          25.183 (meters)      82.62  (feet)  COMP
 BX1106  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 BX1106
 BX1106  VERT ORDER  -  FIRST     CLASS I
 BX1106
 BX1106.The horizontal coordinates were scaled from a topographic map and have
 BX1106.an estimated accuracy of +/- 6 seconds.
 BX1106
 BX1106.The orthometric height was determined by differential leveling
 BX1106.and adjusted by the National Geodetic Survey in February 1994..
 BX1106
 BX1106.The geoid height was determined by GEOID03.
 BX1106
 BX1106.The dynamic height is computed by dividing the NAVD 88
 BX1106.geopotential number by the normal gravity value computed on the
 BX1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1106.degrees latitude (g = 980.6199 gals.).
 BX1106
 BX1106.The modeled gravity was interpolated from observed gravity values.
 BX1106
 BX1106;                    North         East    Units  Estimated Accuracy
 BX1106;SPC LA N     -    96,100.      990,650.      MT  (+/- 180 meters Scaled)
 BX1106
 BX1106                          SUPERSEDED SURVEY CONTROL
 BX1106
 BX1106  NAVD 88 (06/15/91)   25.213  (m)           82.72   (f) UNKNOWN     1 1
 BX1106  NGVD 29 (??/??/??)   25.208  (m)           82.70   (f) ADJUSTED    1 1
 BX1106
 BX1106.Superseded values are not recommended for survey control.
 BX1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1106.See file dsdata.txt to determine how the superseded data were derived.
 BX1106
 BX1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ381703(NAD 83)
 BX1106_MARKER: DB = BENCH MARK DISK
 BX1106_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1106_SP_SET: 121.5 FT
 BX1106_STAMPING: M 262 1969
 BX1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1106
 BX1106  HISTORY     - Date     Condition        Report By
 BX1106  HISTORY     - 1969     MONUMENTED       CGS
 BX1106  HISTORY     - 1970     GOOD             NGS
 BX1106  HISTORY     - 1977     GOOD             NGS
 BX1106  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1106
 BX1106                          STATION DESCRIPTION
 BX1106
 BX1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1106'4.7 MI E FROM BOYCE.
 BX1106'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1106'BOYCE, THENCE 4.55 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, 0.7
 BX1106'MILE WEST OF THE RIPIDES STATION SIGN, 46 FEET NORTH OF THE NORTH
 BX1106'RAIL, 82 FEET WEST OF A PIPE LINE, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT
 BX1106'EAST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 BX1106'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 BX1106'TO A DEPTH OF 121 1/2 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH
 BX1106'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1106
 BX1106                          STATION RECOVERY (1977)
 BX1106
 BX1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1106'RECOVERED IN GOOD CONDITION.
 BX1106
 BX1106                          STATION RECOVERY (1999)
 BX1106
 BX1106'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1369 ***********************************************************************
 BX1369  DESIGNATION -  M 263
 BX1369  PID         -  BX1369
 BX1369  STATE/COUNTY-  LA/GRANT
 BX1369  USGS QUAD   -  COLFAX (1985)
 BX1369
 BX1369                         *CURRENT SURVEY CONTROL
 BX1369  ___________________________________________________________________
 BX1369* NAD 83(1986)-  31 33 47.     (N)    092 43 49.     (W)     SCALED    
 BX1369* NAVD 88     -        26.83   (+/-2cm)      88.0    (feet)  VERTCON   
 BX1369  ___________________________________________________________________
 BX1369  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1369
 BX1369  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1369
 BX1369.The horizontal coordinates were scaled from a topographic map and have
 BX1369.an estimated accuracy of +/- 6 seconds.
 BX1369
 BX1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1369.The vertical order pertains to the NGVD 29 superseded value.
 BX1369
 BX1369.The geoid height was determined by GEOID03.
 BX1369
 BX1369;                    North         East    Units  Estimated Accuracy
 BX1369;SPC LA N     -   117,890.      978,140.      MT  (+/- 180 meters Scaled)
 BX1369
 BX1369                          SUPERSEDED SURVEY CONTROL
 BX1369
 BX1369  NGVD 29 (??/??/??)   26.844  (m)           88.07   (f) ADJUSTED    1 1
 BX1369
 BX1369.Superseded values are not recommended for survey control.
 BX1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1369.See file dsdata.txt to determine how the superseded data were derived.
 BX1369
 BX1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ255920(NAD 83)
 BX1369_MARKER: DB = BENCH MARK DISK
 BX1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1369_SP_SET: CULVERT
 BX1369_STAMPING: M 263 1969
 BX1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1369
 BX1369  HISTORY     - Date     Condition        Report By
 BX1369  HISTORY     - 1969     MONUMENTED       CGS
 BX1369  HISTORY     - 1987     GOOD             USPSQD
 BX1369
 BX1369                          STATION DESCRIPTION
 BX1369
 BX1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1369'4.3 MI NW FROM COLFAX.
 BX1369'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1369'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1369'THENCE 1.4 MILES NORTHWEST ALONG U. S. HIGHWAY 71, IN SECTION 25, T 7
 BX1369'N, R 4 W, 38 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 BX1369'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF
 BX1369'A CONCRETE CULVERT UNDER THE HIGHWAY, 1.0 FOOT NORTH OF A METAL
 BX1369'WITNESS POST, AND ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX1369
 BX1369                          STATION RECOVERY (1987)
 BX1369
 BX1369'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1840 ***********************************************************************
 BX1840  DESIGNATION -  M 264
 BX1840  PID         -  BX1840
 BX1840  STATE/COUNTY-  LA/NATCHITOCHES
 BX1840  USGS QUAD   -  CAMPTI (1996)
 BX1840
 BX1840                         *CURRENT SURVEY CONTROL
 BX1840  ___________________________________________________________________
 BX1840* NAD 83(1986)-  31 52 41.     (N)    093 05 50.     (W)     SCALED    
 BX1840* NAVD 88     -        35.22   (+/-2cm)     115.6    (feet)  VERTCON   
 BX1840  ___________________________________________________________________
 BX1840  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1840
 BX1840  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1840
 BX1840.The horizontal coordinates were scaled from a topographic map and have
 BX1840.an estimated accuracy of +/- 6 seconds.
 BX1840
 BX1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1840.The vertical order pertains to the NGVD 29 superseded value.
 BX1840
 BX1840.The geoid height was determined by GEOID03.
 BX1840
 BX1840;                    North         East    Units  Estimated Accuracy
 BX1840;SPC LA N     -   152,950.      943,500.      MT  (+/- 180 meters Scaled)
 BX1840
 BX1840                          SUPERSEDED SURVEY CONTROL
 BX1840
 BX1840  NGVD 29 (??/??/??)   35.267  (m)          115.71   (f) ADJUSTED    1 1
 BX1840
 BX1840.Superseded values are not recommended for survey control.
 BX1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1840.See file dsdata.txt to determine how the superseded data were derived.
 BX1840
 BX1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR908269(NAD 83)
 BX1840_MARKER: DB = BENCH MARK DISK
 BX1840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1840_SP_SET: CULVERT
 BX1840_STAMPING: M 264 1969
 BX1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1840
 BX1840  HISTORY     - Date     Condition        Report By
 BX1840  HISTORY     - 1969     MONUMENTED       CGS
 BX1840  HISTORY     - 1969     GOOD             CGS
 BX1840  HISTORY     - 19950506 GOOD             USPSQD
 BX1840  HISTORY     - 20010922 GOOD             USPSQD
 BX1840  HISTORY     - 20060610 POOR             USPSQD
 BX1840
 BX1840                          STATION DESCRIPTION
 BX1840
 BX1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1840'1.5 MI SE FROM CAMPTI.
 BX1840'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1840'AT CAMPTI, THENCE 1.25 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1840'IN SECTION 4, T 11 N, R 7 W, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 BX1840'THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 BX1840'CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND
 BX1840'ABOUT LEVEL WITH THE HIGHWAY.
 BX1840
 BX1840                          STATION RECOVERY (1969)
 BX1840
 BX1840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1840'RECOVERED IN GOOD CONDITION.
 BX1840
 BX1840                          STATION RECOVERY (1995)
 BX1840
 BX1840'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1840'RECOVERED IN GOOD CONDITION.
 BX1840
 BX1840                          STATION RECOVERY (2001)
 BX1840
 BX1840'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1840'RECOVERED IN GOOD CONDITION.
 BX1840
 BX1840                          STATION RECOVERY (2006)
 BX1840
 BX1840'RECOVERY NOTE BY US POWER SQUADRON 2006 (MDM)
 BX1840'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1841 ***********************************************************************
 BX1841  DESIGNATION -  M 265
 BX1841  PID         -  BX1841
 BX1841  STATE/COUNTY-  LA/NATCHITOCHES
 BX1841  USGS QUAD   -  CAMPTI (1996)
 BX1841
 BX1841                         *CURRENT SURVEY CONTROL
 BX1841  ___________________________________________________________________
 BX1841* NAD 83(1986)-  31 52 31.     (N)    093 05 41.     (W)     SCALED    
 BX1841* NAVD 88     -        34.79   (+/-2cm)     114.1    (feet)  VERTCON   
 BX1841  ___________________________________________________________________
 BX1841  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1841
 BX1841  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1841
 BX1841.The horizontal coordinates were scaled from a topographic map and have
 BX1841.an estimated accuracy of +/- 6 seconds.
 BX1841
 BX1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1841.The vertical order pertains to the NGVD 29 superseded value.
 BX1841
 BX1841.The geoid height was determined by GEOID03.
 BX1841
 BX1841;                    North         East    Units  Estimated Accuracy
 BX1841;SPC LA N     -   152,640.      943,730.      MT  (+/- 180 meters Scaled)
 BX1841
 BX1841                          SUPERSEDED SURVEY CONTROL
 BX1841
 BX1841  NGVD 29 (??/??/??)   34.835  (m)          114.29   (f) ADJUSTED    1 1
 BX1841
 BX1841.Superseded values are not recommended for survey control.
 BX1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1841.See file dsdata.txt to determine how the superseded data were derived.
 BX1841
 BX1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR910266(NAD 83)
 BX1841_MARKER: DB = BENCH MARK DISK
 BX1841_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1841_SP_SET: 80 FEET
 BX1841_STAMPING: M 265 1969
 BX1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1841
 BX1841  HISTORY     - Date     Condition        Report By
 BX1841  HISTORY     - 1969     MONUMENTED       CGS
 BX1841  HISTORY     - 1969     GOOD             CGS
 BX1841  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX1841  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1841
 BX1841                          STATION DESCRIPTION
 BX1841
 BX1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1841'1.75 MI SE FROM CAMPTI.
 BX1841'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1841'AT CAMPTI, THENCE 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84,
 BX1841'IN SECTION 30, T 10 N, R 7 W, 60 1/2 FEET SOUTHWEST OF THE CENTER LINE
 BX1841'OF THE HIGHWAY, 38 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS
 BX1841'CITY SOUTHERN RAILWAY, 2 1/2 FEET SOUTHEAST OF TELEPHONE POLE NUMBER
 BX1841'8917, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 BX1841'THE LEVEL OF THE TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 BX1841'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BX1841'DEPTH OF 80 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 2
 BX1841'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1841
 BX1841                          STATION RECOVERY (1969)
 BX1841
 BX1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1841'RECOVERED IN GOOD CONDITION.
 BX1841
 BX1841                          STATION RECOVERY (1986)
 BX1841
 BX1841'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1841'MARK NOT FOUND.
 BX1841
 BX1841                          STATION RECOVERY (1995)
 BX1841
 BX1841'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1931 ***********************************************************************
 BX1931  DESIGNATION -  M 27
 BX1931  PID         -  BX1931
 BX1931  STATE/COUNTY-  LA/SABINE
 BX1931  USGS QUAD   -  MANY (1994)
 BX1931
 BX1931                         *CURRENT SURVEY CONTROL
 BX1931  ___________________________________________________________________
 BX1931* NAD 83(1986)-  31 33 51.     (N)    093 29 03.     (W)     SCALED    
 BX1931* NAVD 88     -        73.408  (meters)     240.84   (feet)  ADJUSTED  
 BX1931  ___________________________________________________________________
 BX1931  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX1931  DYNAMIC HT  -          73.319 (meters)     240.55  (feet)  COMP
 BX1931  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 BX1931
 BX1931  VERT ORDER  -  SECOND    CLASS 0
 BX1931
 BX1931.The horizontal coordinates were scaled from a topographic map and have
 BX1931.an estimated accuracy of +/- 6 seconds.
 BX1931
 BX1931.The orthometric height was determined by differential leveling
 BX1931.and adjusted by the National Geodetic Survey in February 1994..
 BX1931
 BX1931.The geoid height was determined by GEOID03.
 BX1931
 BX1931.The dynamic height is computed by dividing the NAVD 88
 BX1931.geopotential number by the normal gravity value computed on the
 BX1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1931.degrees latitude (g = 980.6199 gals.).
 BX1931
 BX1931.The modeled gravity was interpolated from observed gravity values.
 BX1931
 BX1931;                    North         East    Units  Estimated Accuracy
 BX1931;SPC LA N     -   118,410.      906,570.      MT  (+/- 180 meters Scaled)
 BX1931
 BX1931                          SUPERSEDED SURVEY CONTROL
 BX1931
 BX1931  NGVD 29 (??/??/??)   73.503  (m)          241.15   (f) ADJUSTED    2 0
 BX1931
 BX1931.Superseded values are not recommended for survey control.
 BX1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1931.See file dsdata.txt to determine how the superseded data were derived.
 BX1931
 BX1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ540922(NAD 83)
 BX1931_MARKER: DB = BENCH MARK DISK
 BX1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1931_SP_SET: CONCRETE POST
 BX1931_STAMPING: M 27 1934
 BX1931_MARK LOGO: CGS   
 BX1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1931+STABILITY: SURFACE MOTION
 BX1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1931+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1989
 BX1931
 BX1931  HISTORY     - Date     Condition        Report By
 BX1931  HISTORY     - 1934     MONUMENTED       CGS
 BX1931  HISTORY     - 1970     GOOD             LADTD
 BX1931  HISTORY     - 19891129 GOOD             LADTD
 BX1931  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1931
 BX1931                          STATION DESCRIPTION
 BX1931
 BX1931'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1931'IN MANY.
 BX1931'ABOUT 0.80 MILES SOUTH OF MANY POST OFFICE.  AT THE KANSAS CITY
 BX1931'SOUTHERN RAILROAD DEPOT.  IN SECTION 27, T7N, R11W, 8 FEET WEST OF THE
 BX1931'NORTHWEST CORNER OF MANY DEPOT.  22 FEET NORTHEAST OF A COMBINATION
 BX1931'POWER AND TELEPHONE POLE.  55 FEET NORTH OF NORTH RAIL OF MAIN TRACK.
 BX1931'A BRASS CAP SET IN CONCRETE POST 1 INCH ABOVE GROUND. 1/4, SEC 27,
 BX1931'T7N, R11W.
 BX1931
 BX1931                          STATION RECOVERY (1989)
 BX1931
 BX1931'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX1931'THE STATION IS LOCATED IN MANY AT THE COUNCIL ON AGING OFFICES LOCATED
 BX1931'IN THE OLD RAILROAD DEPOT.  OWNERSHIP--CITY OF MANY.
 BX1931'THE STATION IS 16.9 M (55.4 FT) NORTH FROM THE NORTH RAIL OF THE
 BX1931'TRACKS, 15.0 M (49.2 FT) NORTHEAST FROM POWER POLE NUMBER 69324-32769
 BX1931'WITH A TRANSFORMER AND SECURITY LIGHT ATTACHED, 6.8 M (22.3 FT)
 BX1931'NORTHWEST FROM THE SOUTHWEST CORNER OF THE DEPOT AND 2.8 M (9.2 FT)
 BX1931'WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF THE DEPOT.  THE STATION IS
 BX1931'RECESSED 2.5 CM AND IS ABOUT LEVEL WITH THE TRACKS.
 BX1931
 BX1931                          STATION RECOVERY (2001)
 BX1931
 BX1931'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2218 ***********************************************************************
 CQ2218  DESIGNATION -  M 270
 CQ2218  PID         -  CQ2218
 CQ2218  STATE/COUNTY-  LA/DE SOTO
 CQ2218  USGS QUAD   -  LONGSTREET (1972)
 CQ2218
 CQ2218                         *CURRENT SURVEY CONTROL
 CQ2218  ___________________________________________________________________
 CQ2218* NAD 83(1986)-  32 01 33.     (N)    093 58 46.     (W)     SCALED    
 CQ2218* NAVD 88     -        82.282  (meters)     269.95   (feet)  ADJUSTED  
 CQ2218  ___________________________________________________________________
 CQ2218  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2218  DYNAMIC HT  -          82.187 (meters)     269.64  (feet)  COMP
 CQ2218  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CQ2218
 CQ2218  VERT ORDER  -  FIRST     CLASS II
 CQ2218
 CQ2218.The horizontal coordinates were scaled from a topographic map and have
 CQ2218.an estimated accuracy of +/- 6 seconds.
 CQ2218
 CQ2218.The orthometric height was determined by differential leveling
 CQ2218.and adjusted by the National Geodetic Survey in June 1991..
 CQ2218
 CQ2218.The geoid height was determined by GEOID03.
 CQ2218
 CQ2218.The dynamic height is computed by dividing the NAVD 88
 CQ2218.geopotential number by the normal gravity value computed on the
 CQ2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2218.degrees latitude (g = 980.6199 gals.).
 CQ2218
 CQ2218.The modeled gravity was interpolated from observed gravity values.
 CQ2218
 CQ2218;                    North         East    Units  Estimated Accuracy
 CQ2218;SPC LA N     -   170,130.      860,260.      MT  (+/- 180 meters Scaled)
 CQ2218
 CQ2218                          SUPERSEDED SURVEY CONTROL
 CQ2218
 CQ2218  NGVD 29 (??/??/??)   82.343  (m)          270.15   (f) ADJUSTED    1 2
 CQ2218
 CQ2218.Superseded values are not recommended for survey control.
 CQ2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2218.See file dsdata.txt to determine how the superseded data were derived.
 CQ2218
 CQ2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR075437(NAD 83)
 CQ2218_MARKER: DB = BENCH MARK DISK
 CQ2218_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2218_SP_SET: STAINLESS STEEL ROD
 CQ2218_STAMPING: M 270 1979
 CQ2218_PROJECTION: FLUSH
 CQ2218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2218+STABILITY: POSITION/ELEVATION WELL
 CQ2218_ROD/PIPE-DEPTH: 6.10 meters
 CQ2218
 CQ2218  HISTORY     - Date     Condition        Report By
 CQ2218  HISTORY     - 1979     MONUMENTED       NGS
 CQ2218  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ2218
 CQ2218                          STATION DESCRIPTION
 CQ2218
 CQ2218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2218'5.3 MI SW FROM LONGSTREET.
 CQ2218'5.3 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 CQ2218'LONGSTREET, ALSO 3.55 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE
 CQ2218'JUNCTION OF U.S. HIGHWAY 84 IN LOGANSPORT, AT THE T-JUNCTION OF A
 CQ2218'PAVED ROAD LEADING WEST, AT A LARGE TWO STORY WHITE HOUSE, 56.0 FT.
 CQ2218'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.0 FT. SOUTHWEST OF THE
 CQ2218'CENTERLINE OF A DRIVEWAY, 3.5 FT. SOUTHWEST OF POWERLINE POLE NUMBER
 CQ2218'104 WITH GUY WIRE, 12.5 FT. SOUTHWEST OF A CORNER FENCE POST, 2.5 FT.
 CQ2218'NORTHWEST OF A FENCE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 CQ2218'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2218'THE MARK IS 2.5 FT  NE FROM A WITNESS POST.
 CQ2218'THE MARK IS 2 FT BELOW THE HIGHWAY.
 CQ2218
 CQ2218                          STATION RECOVERY (1996)
 CQ2218
 CQ2218'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2206 ***********************************************************************
 CQ2206  DESIGNATION -  M 272
 CQ2206  PID         -  CQ2206
 CQ2206  STATE/COUNTY-  LA/DE SOTO
 CQ2206  USGS QUAD   -  STONEWALL (1992)
 CQ2206
 CQ2206                         *CURRENT SURVEY CONTROL
 CQ2206  ___________________________________________________________________
 CQ2206* NAD 83(1986)-  32 16 44.     (N)    093 51 00.     (W)     SCALED    
 CQ2206* NAVD 88     -        64.014  (meters)     210.02   (feet)  ADJUSTED  
 CQ2206  ___________________________________________________________________
 CQ2206  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2206  DYNAMIC HT  -          63.941 (meters)     209.78  (feet)  COMP
 CQ2206  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CQ2206
 CQ2206  VERT ORDER  -  FIRST     CLASS II
 CQ2206
 CQ2206.The horizontal coordinates were scaled from a topographic map and have
 CQ2206.an estimated accuracy of +/- 6 seconds.
 CQ2206
 CQ2206.The orthometric height was determined by differential leveling
 CQ2206.and adjusted by the National Geodetic Survey in June 1991..
 CQ2206
 CQ2206.The geoid height was determined by GEOID03.
 CQ2206
 CQ2206.The dynamic height is computed by dividing the NAVD 88
 CQ2206.geopotential number by the normal gravity value computed on the
 CQ2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2206.degrees latitude (g = 980.6199 gals.).
 CQ2206
 CQ2206.The modeled gravity was interpolated from observed gravity values.
 CQ2206
 CQ2206;                    North         East    Units  Estimated Accuracy
 CQ2206;SPC LA N     -   198,030.      872,830.      MT  (+/- 180 meters Scaled)
 CQ2206
 CQ2206                          SUPERSEDED SURVEY CONTROL
 CQ2206
 CQ2206  NGVD 29 (??/??/??)   64.082  (m)          210.24   (f) ADJUSTED    1 2
 CQ2206
 CQ2206.Superseded values are not recommended for survey control.
 CQ2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2206.See file dsdata.txt to determine how the superseded data were derived.
 CQ2206
 CQ2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR199716(NAD 83)
 CQ2206_MARKER: DB = BENCH MARK DISK
 CQ2206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2206_SP_SET: STAINLESS STEEL ROD
 CQ2206_STAMPING: M 272 1979
 CQ2206_PROJECTION: FLUSH
 CQ2206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2206+STABILITY: POSITION/ELEVATION WELL
 CQ2206_ROD/PIPE-DEPTH: 5.49 meters
 CQ2206
 CQ2206  HISTORY     - Date     Condition        Report By
 CQ2206  HISTORY     - 1979     MONUMENTED       NGS
 CQ2206  HISTORY     - 19961114 GOOD             USPSQD
 CQ2206
 CQ2206                          STATION DESCRIPTION
 CQ2206
 CQ2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2206'4.7 MI SOUTH FROM KEITHVILLE.
 CQ2206'0.4 MILE SOUTHEAST ALONG OLD MANSFIELD ROAD FROM THE POST OFFICE
 CQ2206'IN KEITHVILLE, THENCE 3.65 MILES SOUTHWEST ALONG KEITHVILLE-KEATCHIE
 CQ2206'ROAD, THENCE 0.65 MILE EAST ALONG STONEWALL ROAD, 0.1 MILE WEST OF
 CQ2206'THE JUNCTION OF STORY DRIVE, AT THE SOUTHWEST CORNER OF A FENCE AROUND
 CQ2206'A RED BARN, 29.0 FT. NORTH OF THE CENTERLINE OF THE ROAD,
 CQ2206'106.0 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN,
 CQ2206'65.0 FT. WEST OF THE EXTENDED CENTERLINE OF A DIRT ROAD LEADING SOUTH,
 CQ2206'75.5 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BUILDING
 CQ2206'AROUND A WELL, 2.0 FT. SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE,
 CQ2206'1.5 FT. SOUTH OF THE FENCE.  DISK IS 4 INCHES BELOW GROUND,
 CQ2206'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2206'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CQ2206'THE MARK IS 3 FT ABOVE THE ROAD.
 CQ2206
 CQ2206                          STATION RECOVERY (1996)
 CQ2206
 CQ2206'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1555 ***********************************************************************
 BJ1555  DESIGNATION -  M 275
 BJ1555  PID         -  BJ1555
 BJ1555  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1555  USGS QUAD   -  PONCHATOULA (1994)
 BJ1555
 BJ1555                         *CURRENT SURVEY CONTROL
 BJ1555  ___________________________________________________________________
 BJ1555* NAD 83(1986)-  30 25 33.     (N)    090 26 14.     (W)     SCALED    
 BJ1555* NAVD 88     -         3.510  (meters)      11.52   (feet)  ADJUSTED  
 BJ1555  ___________________________________________________________________
 BJ1555  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ1555  DYNAMIC HT  -           3.506 (meters)      11.50  (feet)  COMP
 BJ1555  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ1555
 BJ1555  VERT ORDER  -  FIRST     CLASS I
 BJ1555
 BJ1555.The horizontal coordinates were scaled from a topographic map and have
 BJ1555.an estimated accuracy of +/- 6 seconds.
 BJ1555
 BJ1555.The orthometric height was determined by differential leveling
 BJ1555.and adjusted by the National Geodetic Survey in February 1994..
 BJ1555
 BJ1555.The geoid height was determined by GEOID03.
 BJ1555
 BJ1555.The dynamic height is computed by dividing the NAVD 88
 BJ1555.geopotential number by the normal gravity value computed on the
 BJ1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1555.degrees latitude (g = 980.6199 gals.).
 BJ1555
 BJ1555.The modeled gravity was interpolated from observed gravity values.
 BJ1555
 BJ1555;                    North         East    Units  Estimated Accuracy
 BJ1555;SPC LA S     -   213,810.    1,086,090.      MT  (+/- 180 meters Scaled)
 BJ1555
 BJ1555                          SUPERSEDED SURVEY CONTROL
 BJ1555
 BJ1555  NAVD 88 (06/15/91)    3.535  (m)           11.60   (f) UNKNOWN     1 1
 BJ1555  NGVD 29 (??/??/??)    3.517  (m)           11.54   (f) ADJUSTED    1 1
 BJ1555
 BJ1555.Superseded values are not recommended for survey control.
 BJ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1555.See file dsdata.txt to determine how the superseded data were derived.
 BJ1555
 BJ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP461687(NAD 83)
 BJ1555_MARKER: DB = BENCH MARK DISK
 BJ1555_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1555_SP_SET: COPPER-CLAD STEEL ROD
 BJ1555_STAMPING: M 275 1969
 BJ1555_MARK LOGO: CGS   
 BJ1555_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ1555_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1555+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1555_ROD/PIPE-DEPTH: 24.4 meters
 BJ1555
 BJ1555  HISTORY     - Date     Condition        Report By
 BJ1555  HISTORY     - 1969     MONUMENTED       CGS
 BJ1555  HISTORY     - 1986     GOOD             NGS
 BJ1555  HISTORY     - 19920617 GOOD             NGS
 BJ1555  HISTORY     - 20060419 MARK NOT FOUND   NGS
 BJ1555  HISTORY     - 20060419 MARK NOT FOUND   NGS
 BJ1555
 BJ1555                          STATION DESCRIPTION
 BJ1555
 BJ1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1555'0.95 MI S FROM PONCHATOULA.
 BJ1555'ABOUT 0.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1555'STATION AT PONCHATOULA, 0.2 MILE NORTH OF MILEPOST 865, AT THE
 BJ1555'CROSSING OF PRES. HOOVER STREET, 57.5 FEET WEST OF THE WEST RAIL OF
 BJ1555'THE MAIN TRACK, 34 1/2 FEET EAST OF THE CENTER LINE OF BUSINESS ROUTE
 BJ1555'NO. 51, 25 FEET NORTH OF THE CENTER LINE OF THE STREET, 4 FEET WEST OF
 BJ1555'A CABLE LINE POLE WITH A BRACE POLE, 2 FEET WEST OF A METAL WITNESS
 BJ1555'POST, 4 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON THE TOP OF
 BJ1555'A COPPER COATED STEEL ROD PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 BJ1555'GROUND AND PROTECTED BY A 4 INCH STEEL PIPE WHICH PROJECTS 6 INCHES
 BJ1555'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 80
 BJ1555'FEET.  NOTE-- THE ABOVE MARK WAS SET ON THE SAME ROD AS BENCH MARK U
 BJ1555'178 1959.
 BJ1555
 BJ1555                          STATION RECOVERY (1986)
 BJ1555
 BJ1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1555'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 BJ1555'FOLLOWING CORRECTIONS.  DELETE 1.4 FEET WEST OF A CABLE LINE POLE WITH
 BJ1555'A BRACE POLE, 2 FEET WEST OF A METAL WITNESS AND ADD THE FOLLOWING,
 BJ1555'1.52 METERS (5.0 FT) SOUTHEAST OF CABLE LINE POLE NUMBER 15422.
 BJ1555'NOTE---DISK IS NOW PROJECTING 10 CENTIMETERS ABOVE GROUND LEVEL AND A
 BJ1555'4-INCH STEEL PIPE IS PROJECTING 13 CENTIMETERS ABOVE SAME.
 BJ1555'THE MARK IS 0.28 METERS  SW FROM  A WITNESS POST
 BJ1555
 BJ1555                          STATION RECOVERY (1992)
 BJ1555
 BJ1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1555'1.5 KM (0.95 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1555'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, 17.5 M (57.4 FT)
 BJ1555'WEST OF THE NEAR RAIL, 10.6 M (34.8 FT) EAST OF THE CENTERLINE OF U.S.
 BJ1555'HIGHWAY 51 BUSINESS, 7.3 M (24.0 FT) NORTHWEST OF THE CENTER OF
 BJ1555'PRESIDENT HOOVER STREET, 1.1 M (3.6 FT) SOUTHEAST OF UTILITY POLE
 BJ1555'NUMBER 9, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M
 BJ1555'(0.7 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 BJ1555'4-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 BJ1555
 BJ1555                          STATION RECOVERY (2006)
 BJ1555
 BJ1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1555'MARK HAS BEEN MUTILATED.DISK IS GONE, BUT WHAT IS TO BE THE ROD IS
 BJ1555'STILL THERE.
 BJ1555
 BJ1555                          STATION RECOVERY (2006)
 BJ1555
 BJ1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1555'NOT RECOVERED. CONSTRUCTION IN AREA, ONLY A PIECE OF ROD IS LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0336 ***********************************************************************
 AT0336  DESIGNATION -  M 278
 AT0336  PID         -  AT0336
 AT0336  STATE/COUNTY-  LA/ST BERNARD
 AT0336  USGS QUAD   -  BELLE CHASSE (1994)
 AT0336
 AT0336                         *CURRENT SURVEY CONTROL
 AT0336  ___________________________________________________________________
 AT0336* NAD 83(1992)-  29 51 52.68057(N)    089 54 04.36569(W)     ADJUSTED  
 AT0336* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT0336  **This station is located in a subsidence area (see below).
 AT0336  ___________________________________________________________________
 AT0336  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AT0336  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AT0336  DYNAMIC HT  -           1.5   (meters)       5.    (feet)  COMP
 AT0336  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 AT0336  OBS GRAVITY -     979,310.1   (mgal)                       GRAV_OBS
 AT0336
 AT0336  HORZ ORDER  -  THIRD
 AT0336  VERT ORDER  -  THIRD (See Below)
 AT0336
 AT0336.The horizontal coordinates were established by classical geodetic methods
 AT0336.and adjusted by the National Geodetic Survey in January 1993..
 AT0336.No horizontal observational check was made to the station.
 AT0336
 AT0336 ** The orthometric height has not been validated since last determined
 AT0336 ** by differential leveling and should not be used for control purposes.
 AT0336 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0336 ** area with valid NAVD 88 orthometric heights.
 AT0336 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0336 ** epoch indicated which incorporates improved geoid heights for the
 AT0336 ** Southern Louisiana Subsidence area.
 AT0336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0336.The orthometric height was scaled from a topographic map.
 AT0336.The vertical order pertains to the first NAVD 88 superseded value.
 AT0336
 AT0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0336
 AT0336.The geoid height was determined by GEOID03.
 AT0336
 AT0336.The dynamic height is computed by dividing the NAVD 88
 AT0336.geopotential number by the normal gravity value computed on the
 AT0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0336.degrees latitude (g = 980.6199 gals.).
 AT0336
 AT0336.The modeled gravity was interpolated from observed gravity values.
 AT0336.The observed gravity was obtained from relative gravimeter ties
 AT0336.to the IGSN71 gravity network.
 AT0336
 AT0336;                    North         East     Units Scale Factor Converg.
 AT0336;SPC LA S     -   152,126.537 1,138,353.656   MT  0.99992855   +0 42 57.9
 AT0336;SPC LA S     -   499,101.81  3,734,748.62   sFT  0.99992855   +0 42 57.9
 AT0336;UTM  16      - 3,307,320.914   219,744.965   MT  1.00056918   -1 26 44.2
 AT0336
 AT0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0336!SPC LA S     -   1.00000381  x   0.99992855  =   0.99993236
 AT0336!UTM  16      -   1.00000381  x   1.00056918  =   1.00057299
 AT0336
 AT0336                          SUPERSEDED SURVEY CONTROL
 AT0336
 AT0336  NAD 83(1986)-  29 51 52.69289(N)    089 54 04.36571(W) AD(       ) 3
 AT0336  NAVD 88 (06/15/91)    1.539  (m)            5.05   (f) UNKNOWN     1 1
 AT0336  NGVD 29 (??/??/??)    1.587  (m)            5.21   (f) ADJUSTED    1 1
 AT0336
 AT0336.Superseded values are not recommended for survey control.
 AT0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0336.See file dsdata.txt to determine how the superseded data were derived.
 AT0336
 AT0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1974507321(NAD 83)
 AT0336_MARKER: DB = BENCH MARK DISK
 AT0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0336_SP_SET: CONCRETE POST
 AT0336_STAMPING: M 278 1970
 AT0336_MARK LOGO: NGS   
 AT0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0336+STABILITY: SURFACE MOTION
 AT0336
 AT0336  HISTORY     - Date     Condition        Report By
 AT0336  HISTORY     - 1970     MONUMENTED       NGS
 AT0336  HISTORY     - 1971     GOOD             NGS
 AT0336  HISTORY     - 1984     GOOD             NGS
 AT0336  HISTORY     - 1988     GOOD             BUN-Y
 AT0336
 AT0336                          STATION DESCRIPTION
 AT0336
 AT0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0336'0.75 MI SW FROM POYDRAS.
 AT0336'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 AT0336'STATE HIGHWAYS 39 AND 46 AT POYDRAS, 0.45 MILE EAST OF THE ST. BERNARD
 AT0336'AND PLAQUEMINES PARISH LINE, 49 1/2 FEET NORTH OF THE CENTER LINE OF
 AT0336'THE HIGHWAY, 51.7 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL OF
 AT0336'THE SOUTHERN RAILWAY, 98.0 FEET WEST OF A METAL CONTROL BOX AT A
 AT0336'RAILROAD CROSSING, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2
 AT0336'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AT0336'POST WHICH PROJECTS 4 INCHES.  SECTION 9, T 14S, R 13E.
 AT0336
 AT0336                          STATION RECOVERY (1984)
 AT0336
 AT0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0336'RECOVERED IN GOOD CONDITION.
 AT0336
 AT0336                          STATION RECOVERY (1988)
 AT0336
 AT0336'RECOVERY NOTE BY BURK AND N-Y 1988
 AT0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1970 ***********************************************************************
 BX1970  DESIGNATION -  M 28
 BX1970  PID         -  BX1970
 BX1970  STATE/COUNTY-  LA/SABINE
 BX1970  USGS QUAD   -  FLORIEN (1997)
 BX1970
 BX1970                         *CURRENT SURVEY CONTROL
 BX1970  ___________________________________________________________________
 BX1970* NAD 83(1986)-  31 24 13.     (N)    093 26 59.     (W)     SCALED    
 BX1970* NAVD 88     -        64.71   (+/-2cm)     212.3    (feet)  VERTCON   
 BX1970  ___________________________________________________________________
 BX1970  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX1970
 BX1970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1970
 BX1970.The horizontal coordinates were scaled from a topographic map and have
 BX1970.an estimated accuracy of +/- 6 seconds.
 BX1970
 BX1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1970.The vertical order pertains to the NGVD 29 superseded value.
 BX1970
 BX1970.The geoid height was determined by GEOID03.
 BX1970
 BX1970;                    North         East    Units  Estimated Accuracy
 BX1970;SPC LA N     -   100,580.      909,690.      MT  (+/- 180 meters Scaled)
 BX1970
 BX1970                          SUPERSEDED SURVEY CONTROL
 BX1970
 BX1970  NGVD 29 (??/??/??)   64.793  (m)          212.57   (f) ADJUSTED    2 0
 BX1970
 BX1970.Superseded values are not recommended for survey control.
 BX1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1970.See file dsdata.txt to determine how the superseded data were derived.
 BX1970
 BX1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ572744(NAD 83)
 BX1970_MARKER: DB = BENCH MARK DISK
 BX1970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1970_SP_SET: CULVERT
 BX1970_STAMPING: M 28 1935
 BX1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1970
 BX1970  HISTORY     - Date     Condition        Report By
 BX1970  HISTORY     - 1935     MONUMENTED       CGS
 BX1970  HISTORY     - 1962     GOOD             CGS
 BX1970
 BX1970                          STATION DESCRIPTION
 BX1970
 BX1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1970'2.9 MI S FROM FLORIEN.
 BX1970'2.9 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1970'STATION AT FLORIEN, SABINE PARISH, 300 YARDS SOUTH OF MILEPOST 645,
 BX1970'200 YARDS NORTH OF THE STATION SIGN AT GANDY, 110 FEET NORTH OF A ROAD
 BX1970'CROSSING, IN THE TOP OF THE EAST HEAD WALL OF A CONCRETE CULVERT, AND
 BX1970'8 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 BX1970'M 28 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0519 ***********************************************************************
 AT0519  DESIGNATION -  M 280
 AT0519  PID         -  AT0519
 AT0519  STATE/COUNTY-  LA/PLAQUEMINES
 AT0519  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT0519
 AT0519                         *CURRENT SURVEY CONTROL
 AT0519  ___________________________________________________________________
 AT0519* NAD 83(1986)-  28 59 56.     (N)    089 08 54.     (W)     SCALED    
 AT0519* NAVD 88     -         0.379  (meters)       1.24   (feet)  READJUSTED
 AT0519  ___________________________________________________________________
 AT0519  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AT0519  DYNAMIC HT  -           0.380 (meters)       1.25  (feet)  COMP
 AT0519  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 AT0519
 AT0519  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0519
 AT0519.The horizontal coordinates were scaled from a topographic map and have
 AT0519.an estimated accuracy of +/- 6 seconds.
 AT0519
 AT0519.The orthometric height was determined by differential leveling
 AT0519.and adjusted by the National Geodetic Survey in February 1994..
 AT0519.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0519.distribution rate of 0.0 thru 1.0 mm/km.
 AT0519.The height was derived from older observations constrained to new
 AT0519.heights in a crustal motion area.  The height is approximate in
 AT0519.relation to other heights in its vicinity.
 AT0519
 AT0519.The geoid height was determined by GEOID03.
 AT0519
 AT0519.The dynamic height is computed by dividing the NAVD 88
 AT0519.geopotential number by the normal gravity value computed on the
 AT0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0519.degrees latitude (g = 980.6199 gals.).
 AT0519
 AT0519.The modeled gravity was interpolated from observed gravity values.
 AT0519
 AT0519;                    North         East    Units  Estimated Accuracy
 AT0519;SPC LA S     -    57,330.    1,212,910.      MT  (+/- 180 meters Scaled)
 AT0519
 AT0519                          SUPERSEDED SURVEY CONTROL
 AT0519
 AT0519  NGVD 29 (??/??/??)    0.458  (m)            1.50   (f) ADJUSTED    1 1
 AT0519
 AT0519.Superseded values are not recommended for survey control.
 AT0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0519.See file dsdata.txt to determine how the superseded data were derived.
 AT0519
 AT0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT907097(NAD 83)
 AT0519_MARKER: DB = BENCH MARK DISK
 AT0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0519_SP_SET: 56 FEET
 AT0519_STAMPING: M 280 1971
 AT0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0519
 AT0519  HISTORY     - Date     Condition        Report By
 AT0519  HISTORY     - 1971     MONUMENTED       NGS
 AT0519
 AT0519                          STATION DESCRIPTION
 AT0519
 AT0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0519'1.6 MI SE FROM PORT EADS.
 AT0519'ABOUT 1.6 MILES SOUTHEAST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0519'THE LIGHTHOUSE AT PORT EADS, ABOUT 50 YARDS SOUTHWEST OF THE SOUTHWEST
 AT0519'BANK OF THE PASS, 13 FEET SOUTH OF A POWER LINE POLE, IN LINE WITH A
 AT0519'ROW OF POLES, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 AT0519'PROJECTING 18 INCHES ABOVE THE LEVEL OF THE GROUND AND SURROUNDED BY 4
 AT0519'CREOSOTED WOODEN POST, ENCASED IN A 4 INCH PLASTIC PIPE WHICH PROJECTS
 AT0519'18 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 AT0519'DEPTH OF 56 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0504 ***********************************************************************
 AT0504  DESIGNATION -  M 281
 AT0504  PID         -  AT0504
 AT0504  STATE/COUNTY-  LA/PLAQUEMINES
 AT0504  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0504
 AT0504                         *CURRENT SURVEY CONTROL
 AT0504  ___________________________________________________________________
 AT0504* NAD 83(1986)-  28 58 26.     (N)    089 22 15.     (W)     SCALED    
 AT0504* NAVD 88     -         1.752  (meters)       5.75   (feet)  READJUSTED
 AT0504  ___________________________________________________________________
 AT0504  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AT0504  DYNAMIC HT  -           1.750 (meters)       5.74  (feet)  COMP
 AT0504  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 AT0504
 AT0504  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0504
 AT0504.The horizontal coordinates were scaled from a topographic map and have
 AT0504.an estimated accuracy of +/- 6 seconds.
 AT0504
 AT0504.The orthometric height was determined by differential leveling
 AT0504.and adjusted by the National Geodetic Survey in February 1994..
 AT0504.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0504.distribution rate of 0.0 thru 1.0 mm/km.
 AT0504.The height was derived from older observations constrained to new
 AT0504.heights in a crustal motion area.  The height is approximate in
 AT0504.relation to other heights in its vicinity.
 AT0504
 AT0504.The geoid height was determined by GEOID03.
 AT0504
 AT0504.The dynamic height is computed by dividing the NAVD 88
 AT0504.geopotential number by the normal gravity value computed on the
 AT0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0504.degrees latitude (g = 980.6199 gals.).
 AT0504
 AT0504.The modeled gravity was interpolated from observed gravity values.
 AT0504
 AT0504;                    North         East    Units  Estimated Accuracy
 AT0504;SPC LA S     -    54,170.    1,191,280.      MT  (+/- 180 meters Scaled)
 AT0504
 AT0504                          SUPERSEDED SURVEY CONTROL
 AT0504
 AT0504  NGVD 29 (??/??/??)    1.831  (m)            6.01   (f) ADJUSTED    1 1
 AT0504
 AT0504.Superseded values are not recommended for survey control.
 AT0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0504.See file dsdata.txt to determine how the superseded data were derived.
 AT0504
 AT0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT689074(NAD 83)
 AT0504_MARKER: DB = BENCH MARK DISK
 AT0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0504_SP_SET: 96 FEET
 AT0504_STAMPING: M 281 1971
 AT0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0504
 AT0504  HISTORY     - Date     Condition        Report By
 AT0504  HISTORY     - 1971     MONUMENTED       NGS
 AT0504  HISTORY     - 1976     GOOD             NGS
 AT0504
 AT0504                          STATION DESCRIPTION
 AT0504
 AT0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0504'0.9 MI NE FROM BURRWOOD.
 AT0504'ABOUT 0.9 MILE NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD LIGHTHOUSE
 AT0504'AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, 0.1 MILE SOUTHEAST OF
 AT0504'A CHANNEL LIGHT WHICH BEARS A NUMBER 10, 60 YARDS SOUTHEAST OF THE
 AT0504'SOUTHEAST BANK OF THE PASS, 100 YARDS NORTHEAST OF THE NORTHEAST BANK
 AT0504'OF A CANAL, SURROUNDED BY 3 CREOSOTED WOODEN POSTS WITH A WITNESS
 AT0504'SHIELD ON THE MOST NORTHWESTERLY POST, AND ON THE TOP OF A COPPER
 AT0504'COATED ROD THAT PROJECTS 18 INCHES AND IS ENCASED IN A 4-INCH PLASTIC
 AT0504'PIPE WHICH PROJECTS 18 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 96
 AT0504'FEET.
 AT0504
 AT0504                          STATION RECOVERY (1976)
 AT0504
 AT0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AT0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0505 ***********************************************************************
 AT0505  DESIGNATION -  M 281 RESET 1976
 AT0505  PID         -  AT0505
 AT0505  STATE/COUNTY-  LA/PLAQUEMINES
 AT0505  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0505
 AT0505                         *CURRENT SURVEY CONTROL
 AT0505  ___________________________________________________________________
 AT0505* NAD 83(1986)-  28 58 17.     (N)    089 22 30.     (W)     SCALED    
 AT0505* NAVD 88     -         3.72   (+/-2cm)      12.2    (feet)  VERTCON   
 AT0505  ___________________________________________________________________
 AT0505  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AT0505
 AT0505  VERT ORDER  -  THIRD (See Below)
 AT0505
 AT0505.The horizontal coordinates were scaled from a topographic map and have
 AT0505.an estimated accuracy of +/- 6 seconds.
 AT0505
 AT0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0505.The vertical order pertains to the NGVD 29 superseded value.
 AT0505
 AT0505.The geoid height was determined by GEOID03.
 AT0505
 AT0505;                    North         East    Units  Estimated Accuracy
 AT0505;SPC LA S     -    53,890.    1,190,880.      MT  (+/- 180 meters Scaled)
 AT0505
 AT0505                          SUPERSEDED SURVEY CONTROL
 AT0505
 AT0505  NGVD 29 (??/??/??)    3.79   (m)           12.4    (f) RESET       3  
 AT0505
 AT0505.Superseded values are not recommended for survey control.
 AT0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0505.See file dsdata.txt to determine how the superseded data were derived.
 AT0505
 AT0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT685071(NAD 83)
 AT0505_MARKER: DB = BENCH MARK DISK
 AT0505_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0505_SP_SET: 62 FEET
 AT0505_STAMPING: M 281 RESET 1976
 AT0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0505
 AT0505  HISTORY     - Date     Condition        Report By
 AT0505  HISTORY     - 1976     MONUMENTED       NGS
 AT0505
 AT0505                          STATION DESCRIPTION
 AT0505
 AT0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0505'1.4 MI NE FROM BURRWOOD.
 AT0505'LOCATED ABOUT 1.4 MILES NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD
 AT0505'LIGHTHOUSE AT BURRWOOD, OR 13.9 MILES SOUTH WEST ALONG SOUTHWEST PAST
 AT0505'FROM THE HEAD OF THE PASSES, ON THE SOUTHEAST BANK OF THE PASS UNDER
 AT0505'TOWER NO. 22.  THE MARK IS 225 FEET LANDSIDE OF THE TOP OF THE BANK.
 AT0505'IT IS AN NGS DISK BRAZED ON A COPPER WELD ROD DRIVEN TO THE DEPTH OF
 AT0505'62 FEET, ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING 3 FEET.  M 281
 AT0505'1971 WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0229 ***********************************************************************
 BJ0229  DESIGNATION -  M 282
 BJ0229  PID         -  BJ0229
 BJ0229  STATE/COUNTY-  LA/ST LANDRY
 BJ0229  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0229
 BJ0229                         *CURRENT SURVEY CONTROL
 BJ0229  ___________________________________________________________________
 BJ0229* NAD 83(1986)-  30 35 34.     (N)    091 45 29.     (W)     SCALED    
 BJ0229* NAVD 88     -         8.408  (meters)      27.59   (feet)  ADJUSTED  
 BJ0229  ___________________________________________________________________
 BJ0229  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0229  DYNAMIC HT  -           8.397 (meters)      27.55  (feet)  COMP
 BJ0229  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ0229
 BJ0229  VERT ORDER  -  FIRST     CLASS I
 BJ0229
 BJ0229.The horizontal coordinates were scaled from a topographic map and have
 BJ0229.an estimated accuracy of +/- 6 seconds.
 BJ0229
 BJ0229.The orthometric height was determined by differential leveling
 BJ0229.and adjusted by the National Geodetic Survey in February 1994..
 BJ0229
 BJ0229.The geoid height was determined by GEOID03.
 BJ0229
 BJ0229.The dynamic height is computed by dividing the NAVD 88
 BJ0229.geopotential number by the normal gravity value computed on the
 BJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0229.degrees latitude (g = 980.6199 gals.).
 BJ0229
 BJ0229.The modeled gravity was interpolated from observed gravity values.
 BJ0229
 BJ0229;                    North         East    Units  Estimated Accuracy
 BJ0229;SPC LA S     -   232,050.      959,270.      MT  (+/- 180 meters Scaled)
 BJ0229
 BJ0229                          SUPERSEDED SURVEY CONTROL
 BJ0229
 BJ0229  NAVD 88 (06/15/91)    8.453  (m)           27.73   (f) UNKNOWN     1 1
 BJ0229  NGVD 29 (??/??/??)    8.422  (m)           27.63   (f) ADJUSTED    1 1
 BJ0229
 BJ0229.Superseded values are not recommended for survey control.
 BJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0229.See file dsdata.txt to determine how the superseded data were derived.
 BJ0229
 BJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP190851(NAD 83)
 BJ0229_MARKER: DB = BENCH MARK DISK
 BJ0229_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0229+WITH SETTING: INTO GROUND
 BJ0229_SP_SET: METAL ROD WITH BASE PLATE
 BJ0229_STAMPING: M 282 1976
 BJ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0229+STABILITY: SURFACE MOTION
 BJ0229
 BJ0229  HISTORY     - Date     Condition        Report By
 BJ0229  HISTORY     - 1976     MONUMENTED       NGS
 BJ0229
 BJ0229                          STATION DESCRIPTION
 BJ0229
 BJ0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0229'4.2 MI NORTH FROM KROTZ SPRINGS.
 BJ0229'4.2 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE, 39.5 FT
 BJ0229'WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FT NORTH OF THE CENTER LINE
 BJ0229'OF THE J R ELLIS DRIVEWAY, 14.8 FT SOUTH OF A FENCE CORNER, 1.5 FT
 BJ0229'NORTH OF A POWER LINE POLE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0569 ***********************************************************************
 BJ0569  DESIGNATION -  M 283
 BJ0569  PID         -  BJ0569
 BJ0569  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0569  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0569
 BJ0569                         *CURRENT SURVEY CONTROL
 BJ0569  ___________________________________________________________________
 BJ0569* NAD 83(1986)-  30 20 55.     (N)    091 14 58.     (W)     SCALED    
 BJ0569* NAVD 88     -         7.064  (meters)      23.18   (feet)  ADJUSTED  
 BJ0569  ___________________________________________________________________
 BJ0569  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0569  DYNAMIC HT  -           7.054 (meters)      23.14  (feet)  COMP
 BJ0569  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 BJ0569
 BJ0569  VERT ORDER  -  FIRST     CLASS I
 BJ0569
 BJ0569.The horizontal coordinates were scaled from a topographic map and have
 BJ0569.an estimated accuracy of +/- 6 seconds.
 BJ0569
 BJ0569.The orthometric height was determined by differential leveling
 BJ0569.and adjusted by the National Geodetic Survey in February 1994..
 BJ0569
 BJ0569.The geoid height was determined by GEOID03.
 BJ0569
 BJ0569.The dynamic height is computed by dividing the NAVD 88
 BJ0569.geopotential number by the normal gravity value computed on the
 BJ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0569.degrees latitude (g = 980.6199 gals.).
 BJ0569
 BJ0569.The modeled gravity was interpolated from observed gravity values.
 BJ0569
 BJ0569;                    North         East    Units  Estimated Accuracy
 BJ0569;SPC LA S     -   204,910.    1,008,070.      MT  (+/- 180 meters Scaled)
 BJ0569
 BJ0569                          SUPERSEDED SURVEY CONTROL
 BJ0569
 BJ0569  NGVD 29 (??/??/??)    7.065  (m)           23.18   (f) ADJUSTED    1 1
 BJ0569
 BJ0569.Superseded values are not recommended for survey control.
 BJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0569.See file dsdata.txt to determine how the superseded data were derived.
 BJ0569
 BJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP682587(NAD 83)
 BJ0569_MARKER: DB = BENCH MARK DISK
 BJ0569_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0569+WITH SETTING: INTO GROUND
 BJ0569_SP_SET: METAL ROD WITH BASE PLATE
 BJ0569_STAMPING: M 283 1976
 BJ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0569+STABILITY: SURFACE MOTION
 BJ0569
 BJ0569  HISTORY     - Date     Condition        Report By
 BJ0569  HISTORY     - 1976     MONUMENTED       NGS
 BJ0569  HISTORY     - 20060609 MARK NOT FOUND   NGS
 BJ0569
 BJ0569                          STATION DESCRIPTION
 BJ0569
 BJ0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0569'2.8 MI SOUTH FROM BRUSLY LANDING.
 BJ0569'2.8 MILES SOUTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0569'HIGHWAY 989-2, 0.6 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 990,
 BJ0569'AT THE NORTH END OF A TURN-OUT, ABOUT 250 FT. NORTH OF THE JUNCTION
 BJ0569'OF A ROAD LEADING NORTHEAST, 40.3 FT. WEST OF THE CENTER LINE OF THE
 BJ0569'HIGHWAY, 4.5 FT. WEST OF A POWER LINE POLE WITH A GUY WIRE, THE DISK
 BJ0569'PROJECTS 0.2 FT. ABOVE THE GROUND.
 BJ0569
 BJ0569                          STATION RECOVERY (2006)
 BJ0569
 BJ0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0569'NOT RECOVERED. AREA HAS BEEN CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0431 ***********************************************************************
 BJ0431  DESIGNATION -  M 284
 BJ0431  PID         -  BJ0431
 BJ0431  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0431  USGS QUAD   -  PORT HUDSON (1994)
 BJ0431
 BJ0431                         *CURRENT SURVEY CONTROL
 BJ0431  ___________________________________________________________________
 BJ0431* NAD 83(1986)-  30 42 53.     (N)    091 20 44.     (W)     SCALED    
 BJ0431* NAVD 88     -        14.074  (meters)      46.17   (feet)  ADJUSTED  
 BJ0431  ___________________________________________________________________
 BJ0431  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0431  DYNAMIC HT  -          14.056 (meters)      46.12  (feet)  COMP
 BJ0431  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ0431
 BJ0431  VERT ORDER  -  FIRST     CLASS I
 BJ0431
 BJ0431.The horizontal coordinates were scaled from a topographic map and have
 BJ0431.an estimated accuracy of +/- 6 seconds.
 BJ0431
 BJ0431.The orthometric height was determined by differential leveling
 BJ0431.and adjusted by the National Geodetic Survey in February 1994..
 BJ0431
 BJ0431.The geoid height was determined by GEOID03.
 BJ0431
 BJ0431.The dynamic height is computed by dividing the NAVD 88
 BJ0431.geopotential number by the normal gravity value computed on the
 BJ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0431.degrees latitude (g = 980.6199 gals.).
 BJ0431
 BJ0431.The modeled gravity was interpolated from observed gravity values.
 BJ0431
 BJ0431;                    North         East    Units  Estimated Accuracy
 BJ0431;SPC LA S     -   245,500.      998,830.      MT  (+/- 180 meters Scaled)
 BJ0431
 BJ0431                          SUPERSEDED SURVEY CONTROL
 BJ0431
 BJ0431  NGVD 29 (??/??/??)   14.061  (m)           46.13   (f) ADJUSTED    1 1
 BJ0431
 BJ0431.Superseded values are not recommended for survey control.
 BJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0431.See file dsdata.txt to determine how the superseded data were derived.
 BJ0431
 BJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP584991(NAD 83)
 BJ0431_MARKER: DB = BENCH MARK DISK
 BJ0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0431_SP_SET: CONCRETE FOUNDATION
 BJ0431_STAMPING: M 284 1976
 BJ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0431
 BJ0431  HISTORY     - Date     Condition        Report By
 BJ0431  HISTORY     - 1976     MONUMENTED       NGS
 BJ0431
 BJ0431                          STATION DESCRIPTION
 BJ0431
 BJ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0431'6.65 MI SOUTH FROM ST FRANCISVILLE.
 BJ0431'1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BJ0431'AT ST. FRANCISVILLE, THENCE 5.2 MILES SOUTH ALONG A DIRT ROAD BY
 BJ0431'THE EAST BANK OF THE MISSISSIPPI RIVER, AT THE CROSSING OF A STEEL
 BJ0431'TOWER POWER LINE, 39 FT EAST OF THE ROAD, IN THE TOP WEST CORNER OF
 BJ0431'THE CONCRETE FOUNDATION FOR THE NORTHWEST STEEL LEG OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0172 ***********************************************************************
 BJ0172  DESIGNATION -  M 284 X
 BJ0172  PID         -  BJ0172
 BJ0172  STATE/COUNTY-  LA/AVOYELLES
 BJ0172  USGS QUAD   -  SIMMESPORT (1969)
 BJ0172
 BJ0172                         *CURRENT SURVEY CONTROL
 BJ0172  ___________________________________________________________________
 BJ0172* NAD 83(1986)-  30 58 48.     (N)    091 48 28.     (W)     SCALED    
 BJ0172* NAVD 88     -        14.575  (meters)      47.82   (feet)  ADJUSTED  
 BJ0172  ___________________________________________________________________
 BJ0172  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0172  DYNAMIC HT  -          14.556 (meters)      47.76  (feet)  COMP
 BJ0172  MODELED GRAV-     979,387.8   (mgal)                       NAVD 88
 BJ0172
 BJ0172  VERT ORDER  -  FIRST     CLASS I
 BJ0172
 BJ0172.The horizontal coordinates were scaled from a topographic map and have
 BJ0172.an estimated accuracy of +/- 6 seconds.
 BJ0172
 BJ0172.The orthometric height was determined by differential leveling
 BJ0172.and adjusted by the National Geodetic Survey in February 1994..
 BJ0172
 BJ0172.The geoid height was determined by GEOID03.
 BJ0172
 BJ0172.The dynamic height is computed by dividing the NAVD 88
 BJ0172.geopotential number by the normal gravity value computed on the
 BJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0172.degrees latitude (g = 980.6199 gals.).
 BJ0172
 BJ0172.The modeled gravity was interpolated from observed gravity values.
 BJ0172
 BJ0172;                    North         East    Units  Estimated Accuracy
 BJ0172;SPC LA N     -    53,430.    1,066,130.      MT  (+/- 180 meters Scaled)
 BJ0172
 BJ0172                          SUPERSEDED SURVEY CONTROL
 BJ0172
 BJ0172  NAVD 88 (06/15/91)   14.601  (m)           47.90   (f) UNKNOWN     1 1
 BJ0172  NGVD 29 (??/??/??)   14.552  (m)           47.74   (f) ADJUSTED    1 1
 BJ0172
 BJ0172.Superseded values are not recommended for survey control.
 BJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0172.See file dsdata.txt to determine how the superseded data were derived.
 BJ0172
 BJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ138279(NAD 83)
 BJ0172_MARKER: DB = BENCH MARK DISK
 BJ0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0172_SP_SET: BRIDGE
 BJ0172_STAMPING: M 284 X 1976
 BJ0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0172+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 BJ0172
 BJ0172  HISTORY     - Date     Condition        Report By
 BJ0172  HISTORY     - 1976     MONUMENTED       NGS
 BJ0172  HISTORY     - 1977     GOOD             NGS
 BJ0172  HISTORY     - 20040720 GOOD             USPSQD
 BJ0172
 BJ0172                          STATION DESCRIPTION
 BJ0172
 BJ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0172'IN SIMMESPORT.
 BJ0172'SET VERTICALLY IN THE SOUTHEAST FACE OF THE SIXTH PILLAR IN THE NORTH
 BJ0172'EAST ROW OF PILLARS OF THE NORTHWEST END OF THE CONCRETE STATE HIGHWAY
 BJ0172'1 BRIDGE OVER THE ATCHAFALAYA RIVER, 93.5 FT NORTHWEST OF THE CENTER
 BJ0172'LINE OF SOUTH MAIN STREET
 BJ0172
 BJ0172                          STATION RECOVERY (1977)
 BJ0172
 BJ0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0172'RECOVERED IN GOOD CONDITION.
 BJ0172
 BJ0172                          STATION RECOVERY (2004)
 BJ0172
 BJ0172'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0172'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0877 ***********************************************************************
 BJ0877  DESIGNATION -  M 286
 BJ0877  PID         -  BJ0877
 BJ0877  STATE/COUNTY-  LA/LIVINGSTON
 BJ0877  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0877
 BJ0877                         *CURRENT SURVEY CONTROL
 BJ0877  ___________________________________________________________________
 BJ0877* NAD 83(1986)-  30 28 07.     (N)    090 58 02.     (W)     SCALED    
 BJ0877* NAVD 88     -        11.724  (meters)      38.46   (feet)  ADJUSTED  
 BJ0877  ___________________________________________________________________
 BJ0877  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0877  DYNAMIC HT  -          11.709 (meters)      38.42  (feet)  COMP
 BJ0877  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ0877
 BJ0877  VERT ORDER  -  FIRST     CLASS I
 BJ0877
 BJ0877.The horizontal coordinates were scaled from a topographic map and have
 BJ0877.an estimated accuracy of +/- 6 seconds.
 BJ0877
 BJ0877.The orthometric height was determined by differential leveling
 BJ0877.and adjusted by the National Geodetic Survey in February 1994..
 BJ0877
 BJ0877.The geoid height was determined by GEOID03.
 BJ0877
 BJ0877.The dynamic height is computed by dividing the NAVD 88
 BJ0877.geopotential number by the normal gravity value computed on the
 BJ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0877.degrees latitude (g = 980.6199 gals.).
 BJ0877
 BJ0877.The modeled gravity was interpolated from observed gravity values.
 BJ0877
 BJ0877;                    North         East    Units  Estimated Accuracy
 BJ0877;SPC LA S     -   218,270.    1,035,160.      MT  (+/- 180 meters Scaled)
 BJ0877
 BJ0877                          SUPERSEDED SURVEY CONTROL
 BJ0877
 BJ0877  NAVD 88 (06/15/91)   11.778  (m)           38.64   (f) UNKNOWN     1 1
 BJ0877  NGVD 29 (??/??/??)   11.751  (m)           38.55   (f) ADJUSTED    1 1
 BJ0877
 BJ0877.Superseded values are not recommended for survey control.
 BJ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0877.See file dsdata.txt to determine how the superseded data were derived.
 BJ0877
 BJ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP951724(NAD 83)
 BJ0877_MARKER: DB = BENCH MARK DISK
 BJ0877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0877_SP_SET: CULVERT
 BJ0877_STAMPING: M 286 1976
 BJ0877_MARK LOGO: NGS   
 BJ0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0877
 BJ0877  HISTORY     - Date     Condition        Report By
 BJ0877  HISTORY     - 1976     MONUMENTED       NGS
 BJ0877  HISTORY     - 1983     GOOD             LADTD
 BJ0877
 BJ0877                          STATION DESCRIPTION
 BJ0877
 BJ0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0877'1.1 MI SW FROM DENHAM SPRINGS.
 BJ0877'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF RANGE
 BJ0877'AVENUE, AT THE JUNCTION OF WOODCREST AVENUE LEADING NORTHWEST, 39 FT
 BJ0877'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST HIGHWAY LANES, 25 FT
 BJ0877'SOUTHWEST OF THE CENTER LINE OF THE AVENUE, IN THE TOP OF THE
 BJ0877'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A DOUBLE CONCRETE
 BJ0877'PIPE CULVERT, 1.0 FT SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL.
 BJ0877
 BJ0877                          STATION RECOVERY (1983)
 BJ0877
 BJ0877'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0449 ***********************************************************************
 BJ0449  DESIGNATION -  M 287
 BJ0449  PID         -  BJ0449
 BJ0449  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0449  USGS QUAD   -  ELM PARK (1994)
 BJ0449
 BJ0449                         *CURRENT SURVEY CONTROL
 BJ0449  ___________________________________________________________________
 BJ0449* NAD 83(1986)-  30 46 09.     (N)    091 19 17.     (W)     SCALED    
 BJ0449* NAVD 88     -        39.039  (meters)     128.08   (feet)  ADJUSTED  
 BJ0449  ___________________________________________________________________
 BJ0449  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0449  DYNAMIC HT  -          38.989 (meters)     127.92  (feet)  COMP
 BJ0449  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 BJ0449
 BJ0449  VERT ORDER  -  FIRST     CLASS I
 BJ0449
 BJ0449.The horizontal coordinates were scaled from a topographic map and have
 BJ0449.an estimated accuracy of +/- 6 seconds.
 BJ0449
 BJ0449.The orthometric height was determined by differential leveling
 BJ0449.and adjusted by the National Geodetic Survey in February 1994..
 BJ0449
 BJ0449.The geoid height was determined by GEOID03.
 BJ0449
 BJ0449.The dynamic height is computed by dividing the NAVD 88
 BJ0449.geopotential number by the normal gravity value computed on the
 BJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0449.degrees latitude (g = 980.6199 gals.).
 BJ0449
 BJ0449.The modeled gravity was interpolated from observed gravity values.
 BJ0449
 BJ0449;                    North         East    Units  Estimated Accuracy
 BJ0449;SPC LA S     -   251,530.    1,001,140.      MT  (+/- 180 meters Scaled)
 BJ0449
 BJ0449                          SUPERSEDED SURVEY CONTROL
 BJ0449
 BJ0449  NGVD 29 (??/??/??)   39.024  (m)          128.03   (f) ADJUSTED    1 1
 BJ0449
 BJ0449.Superseded values are not recommended for survey control.
 BJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0449.See file dsdata.txt to determine how the superseded data were derived.
 BJ0449
 BJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ606052(NAD 83)
 BJ0449_MARKER: DB = BENCH MARK DISK
 BJ0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0449_SP_SET: COPPER-CLAD STEEL ROD
 BJ0449_STAMPING: M 287 1976
 BJ0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0449
 BJ0449  HISTORY     - Date     Condition        Report By
 BJ0449  HISTORY     - 1976     MONUMENTED       NGS
 BJ0449
 BJ0449                          STATION DESCRIPTION
 BJ0449
 BJ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0449'3.65 MI EAST FROM ST FRANCISVILLE.
 BJ0449'3.65 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0449'HIGHWAY 10 AT ST. FRANCISVILLE, 0.35 MILE NORTHWEST OF THE JUNCTION
 BJ0449'OF STATE HIGHWAY 966, AT THE T JUNCTION OF POWER LINES, 90 FT
 BJ0449'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM MILEPOST 103, 58 FT
 BJ0449'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FT NORTHWEST OF A
 BJ0449'T JUNCTION OF POWER LINE POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1298 ***********************************************************************
 BK1298  DESIGNATION -  M 29
 BK1298  PID         -  BK1298
 BK1298  STATE/COUNTY-  LA/BEAUREGARD
 BK1298  USGS QUAD   -  SINGER (1986)
 BK1298
 BK1298                         *CURRENT SURVEY CONTROL
 BK1298  ___________________________________________________________________
 BK1298* NAD 83(1986)-  30 42 22.     (N)    093 23 46.     (W)     SCALED    
 BK1298* NAVD 88     -        42.02   (+/-2cm)     137.9    (feet)  VERTCON   
 BK1298  ___________________________________________________________________
 BK1298  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1298
 BK1298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1298
 BK1298.The horizontal coordinates were scaled from a topographic map and have
 BK1298.an estimated accuracy of +/- 6 seconds.
 BK1298
 BK1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1298.The vertical order pertains to the NGVD 29 superseded value.
 BK1298
 BK1298.The geoid height was determined by GEOID03.
 BK1298
 BK1298;                    North         East    Units  Estimated Accuracy
 BK1298;SPC LA S     -   246,320.      802,410.      MT  (+/- 180 meters Scaled)
 BK1298
 BK1298                          SUPERSEDED SURVEY CONTROL
 BK1298
 BK1298  NGVD 29 (??/??/??)   42.083  (m)          138.07   (f) ADJUSTED    2 0
 BK1298
 BK1298.Superseded values are not recommended for survey control.
 BK1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1298.See file dsdata.txt to determine how the superseded data were derived.
 BK1298
 BK1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP620970(NAD 83)
 BK1298_MARKER: DB = BENCH MARK DISK
 BK1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1298_STAMPING: M 29 1935
 BK1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1298+STABILITY: SURFACE MOTION
 BK1298
 BK1298  HISTORY     - Date     Condition        Report By
 BK1298  HISTORY     - 1935     MONUMENTED       CGS
 BK1298  HISTORY     - 1955     MARK NOT FOUND   USGS
 BK1298
 BK1298                          STATION DESCRIPTION
 BK1298
 BK1298'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BK1298'3.8 MI NE FROM SINGER.
 BK1298'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 104 FROM SINGER, BEAUREGARD
 BK1298'PARISH, IN THE SW 1/4 NW 1/4 SEC. 21, T. 4 S., R. 10 W., IN FLAT
 BK1298'SWAMPY COUNTRY, 200 YARDS SOUTH OF A SMALL BRIDGE, 310 FEET SOUTHWEST
 BK1298'OF THE CENTER OF A 16-INCH IRON-CLAD CULVERT, 38 FEET WEST OF THE
 BK1298'CENTERLINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF A LONE 5-INCH PINE
 BK1298'TREE WEST OF THE HIGHWAY, AND 4.8 FEET NORTH OF A 20-INCH STUMP.  A
 BK1298'STANDARD DISK, STAMPED M 29 1935 AND SET IN THE TOP OF A CONCRETE
 BK1298'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0914 ***********************************************************************
 BJ0914  DESIGNATION -  M 290
 BJ0914  PID         -  BJ0914
 BJ0914  STATE/COUNTY-  LA/LIVINGSTON
 BJ0914  USGS QUAD   -  ALBANY (1974)
 BJ0914
 BJ0914                         *CURRENT SURVEY CONTROL
 BJ0914  ___________________________________________________________________
 BJ0914* NAD 83(1986)-  30 30 17.     (N)    090 36 22.     (W)     SCALED    
 BJ0914* NAVD 88     -        13.885  (meters)      45.55   (feet)  ADJUSTED  
 BJ0914  ___________________________________________________________________
 BJ0914  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0914  DYNAMIC HT  -          13.867 (meters)      45.50  (feet)  COMP
 BJ0914  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ0914
 BJ0914  VERT ORDER  -  FIRST     CLASS I
 BJ0914
 BJ0914.The horizontal coordinates were scaled from a topographic map and have
 BJ0914.an estimated accuracy of +/- 6 seconds.
 BJ0914
 BJ0914.The orthometric height was determined by differential leveling
 BJ0914.and adjusted by the National Geodetic Survey in February 1994..
 BJ0914
 BJ0914.The geoid height was determined by GEOID03.
 BJ0914
 BJ0914.The dynamic height is computed by dividing the NAVD 88
 BJ0914.geopotential number by the normal gravity value computed on the
 BJ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0914.degrees latitude (g = 980.6199 gals.).
 BJ0914
 BJ0914.The modeled gravity was interpolated from observed gravity values.
 BJ0914
 BJ0914;                    North         East    Units  Estimated Accuracy
 BJ0914;SPC LA S     -   222,440.    1,069,810.      MT  (+/- 180 meters Scaled)
 BJ0914
 BJ0914                          SUPERSEDED SURVEY CONTROL
 BJ0914
 BJ0914  NAVD 88 (06/15/91)   13.925  (m)           45.69   (f) UNKNOWN     1 1
 BJ0914  NGVD 29 (??/??/??)   13.902  (m)           45.61   (f) ADJUSTED    1 1
 BJ0914
 BJ0914.Superseded values are not recommended for survey control.
 BJ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0914.See file dsdata.txt to determine how the superseded data were derived.
 BJ0914
 BJ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP297771(NAD 83)
 BJ0914_MARKER: DB = BENCH MARK DISK
 BJ0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0914_SP_SET: BRIDGE
 BJ0914_STAMPING: M 290 1976
 BJ0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0914
 BJ0914  HISTORY     - Date     Condition        Report By
 BJ0914  HISTORY     - 1976     MONUMENTED       NGS
 BJ0914  HISTORY     - 1979     GOOD             LADTD
 BJ0914
 BJ0914                          STATION DESCRIPTION
 BJ0914
 BJ0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0914'1.4 MI WEST FROM ALBANY.
 BJ0914'1.4 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0914'HIGHWAY 43, AT A CONCRETE BRIDGE OVER BLOOD RIVER, 18.5 FT NORTH
 BJ0914'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF
 BJ0914'THE WEST CONCRETE ABUTMENT OF THE BRIDGE, 2.5 FT SOUTH OF THE
 BJ0914'NORTH END OF THE ABUTMENT.
 BJ0914
 BJ0914                          STATION RECOVERY (1979)
 BJ0914
 BJ0914'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0251 ***********************************************************************
 BJ0251  DESIGNATION -  M 291
 BJ0251  PID         -  BJ0251
 BJ0251  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0251  USGS QUAD   -  MELVILLE (1994)
 BJ0251
 BJ0251                         *CURRENT SURVEY CONTROL
 BJ0251  ___________________________________________________________________
 BJ0251* NAD 83(1986)-  30 39 31.     (N)    091 39 21.     (W)     SCALED    
 BJ0251* NAVD 88     -         7.953  (meters)      26.09   (feet)  ADJUSTED  
 BJ0251  ___________________________________________________________________
 BJ0251  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ0251  DYNAMIC HT  -           7.943 (meters)      26.06  (feet)  COMP
 BJ0251  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 BJ0251
 BJ0251  VERT ORDER  -  FIRST     CLASS I
 BJ0251
 BJ0251.The horizontal coordinates were scaled from a topographic map and have
 BJ0251.an estimated accuracy of +/- 6 seconds.
 BJ0251
 BJ0251.The orthometric height was determined by differential leveling
 BJ0251.and adjusted by the National Geodetic Survey in February 1994..
 BJ0251
 BJ0251.The geoid height was determined by GEOID03.
 BJ0251
 BJ0251.The dynamic height is computed by dividing the NAVD 88
 BJ0251.geopotential number by the normal gravity value computed on the
 BJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0251.degrees latitude (g = 980.6199 gals.).
 BJ0251
 BJ0251.The modeled gravity was interpolated from observed gravity values.
 BJ0251
 BJ0251;                    North         East    Units  Estimated Accuracy
 BJ0251;SPC LA S     -   239,320.      969,090.      MT  (+/- 180 meters Scaled)
 BJ0251
 BJ0251                          SUPERSEDED SURVEY CONTROL
 BJ0251
 BJ0251  NGVD 29 (??/??/??)    7.956  (m)           26.10   (f) ADJUSTED    1 1
 BJ0251
 BJ0251.Superseded values are not recommended for survey control.
 BJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0251.See file dsdata.txt to determine how the superseded data were derived.
 BJ0251
 BJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP287925(NAD 83)
 BJ0251_MARKER: DB = BENCH MARK DISK
 BJ0251_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0251+WITH SETTING: INTO GROUND
 BJ0251_SP_SET: METAL ROD WITH BASE PLATE
 BJ0251_STAMPING: M 291 1976
 BJ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0251+STABILITY: SURFACE MOTION
 BJ0251
 BJ0251  HISTORY     - Date     Condition        Report By
 BJ0251  HISTORY     - 1976     MONUMENTED       NGS
 BJ0251
 BJ0251                          STATION DESCRIPTION
 BJ0251
 BJ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0251'8.2 MI NORTH FROM LOTTIE.
 BJ0251'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0251'HIGHWAY 81, THENCE 7.2 MILES NORTH ALONG A LEVEE ROAD, AT THE
 BJ0251'JUNCTION OF A GRAVELED ROAD LEADING WEST, 140 FT EAST-SOUTHEAST OF
 BJ0251'THE CENTER OF THE JUNCTION, 135 FT EAST OF THE CENTER LINE OF THE
 BJ0251'ROAD, 1.0 FT NORTH OF A WITNESS POST, THE DISK IS 0.5 FT BELOW THE
 BJ0251'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0251'SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0290 ***********************************************************************
 BJ0290  DESIGNATION -  M 292
 BJ0290  PID         -  BJ0290
 BJ0290  STATE/COUNTY-  LA/IBERVILLE
 BJ0290  USGS QUAD   -  COW BAYOU (1992)
 BJ0290
 BJ0290                         *CURRENT SURVEY CONTROL
 BJ0290  ___________________________________________________________________
 BJ0290* NAD 83(1986)-  30 18 42.     (N)    091 30 27.     (W)     SCALED    
 BJ0290* NAVD 88     -         3.291  (meters)      10.80   (feet)  ADJUSTED  
 BJ0290  ___________________________________________________________________
 BJ0290  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ0290  DYNAMIC HT  -           3.287 (meters)      10.78  (feet)  COMP
 BJ0290  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 BJ0290
 BJ0290  VERT ORDER  -  FIRST     CLASS I
 BJ0290
 BJ0290.The horizontal coordinates were scaled from a topographic map and have
 BJ0290.an estimated accuracy of +/- 6 seconds.
 BJ0290
 BJ0290.The orthometric height was determined by differential leveling
 BJ0290.and adjusted by the National Geodetic Survey in February 1994..
 BJ0290
 BJ0290.The geoid height was determined by GEOID03.
 BJ0290
 BJ0290.The dynamic height is computed by dividing the NAVD 88
 BJ0290.geopotential number by the normal gravity value computed on the
 BJ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0290.degrees latitude (g = 980.6199 gals.).
 BJ0290
 BJ0290.The modeled gravity was interpolated from observed gravity values.
 BJ0290
 BJ0290;                    North         East    Units  Estimated Accuracy
 BJ0290;SPC LA S     -   200,830.      983,250.      MT  (+/- 180 meters Scaled)
 BJ0290
 BJ0290                          SUPERSEDED SURVEY CONTROL
 BJ0290
 BJ0290  NGVD 29 (??/??/??)    3.313  (m)           10.87   (f) ADJUSTED    1 1
 BJ0290
 BJ0290.Superseded values are not recommended for survey control.
 BJ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0290.See file dsdata.txt to determine how the superseded data were derived.
 BJ0290
 BJ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP435542(NAD 83)
 BJ0290_MARKER: DB = BENCH MARK DISK
 BJ0290_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0290+WITH SETTING: INTO GROUND
 BJ0290_SP_SET: METAL ROD WITH BASE PLATE
 BJ0290_STAMPING: M 292 1976
 BJ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0290+STABILITY: SURFACE MOTION
 BJ0290
 BJ0290  HISTORY     - Date     Condition        Report By
 BJ0290  HISTORY     - 1976     MONUMENTED       NGS
 BJ0290  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0290
 BJ0290                          STATION DESCRIPTION
 BJ0290
 BJ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0290'7.0 MI SOUTH FROM RAMAH.
 BJ0290'7.0 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0290'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, 0.25 MILES
 BJ0290'SOUTH OF THE JUNCTION OF A ROAD LEADING SOUTHWEST AT A CATTLEGUARD,
 BJ0290'33 FT EAST OF THE CENTER LINE OF THE ROAD, 24.0 FT EAST OF THE
 BJ0290'NORTHEAST CORNER OF A STEEL CATTLEGUARD, 12.0 FT EAST OF THE
 BJ0290'NORTHWEST CORNER OF A STOCK PEN, 2.5 FT NORTH OF THE NORTH STOCK
 BJ0290'PEN FENCE, THE DISK IS 0.7 FT BELOW THE LEVEL OF THE GROUND, ACCESS
 BJ0290'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0290
 BJ0290                          STATION RECOVERY (1990)
 BJ0290
 BJ0290'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0843 ***********************************************************************
 BJ0843  DESIGNATION -  M 293
 BJ0843  PID         -  BJ0843
 BJ0843  STATE/COUNTY-  LA/IBERIA
 BJ0843  USGS QUAD   -  PIGEON (1980)
 BJ0843
 BJ0843                         *CURRENT SURVEY CONTROL
 BJ0843  ___________________________________________________________________
 BJ0843* NAD 83(1986)-  30 01 12.     (N)    091 15 19.     (W)     SCALED    
 BJ0843* NAVD 88     -         1.355  (meters)       4.45   (feet)  ADJUSTED  
 BJ0843  ___________________________________________________________________
 BJ0843  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BJ0843  DYNAMIC HT  -           1.353 (meters)       4.44  (feet)  COMP
 BJ0843  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 BJ0843
 BJ0843  VERT ORDER  -  FIRST     CLASS I
 BJ0843
 BJ0843.The horizontal coordinates were scaled from a topographic map and have
 BJ0843.an estimated accuracy of +/- 6 seconds.
 BJ0843
 BJ0843.The orthometric height was determined by differential leveling
 BJ0843.and adjusted by the National Geodetic Survey in February 1994..
 BJ0843
 BJ0843.The geoid height was determined by GEOID03.
 BJ0843
 BJ0843.The dynamic height is computed by dividing the NAVD 88
 BJ0843.geopotential number by the normal gravity value computed on the
 BJ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0843.degrees latitude (g = 980.6199 gals.).
 BJ0843
 BJ0843.The modeled gravity was interpolated from observed gravity values.
 BJ0843
 BJ0843;                    North         East    Units  Estimated Accuracy
 BJ0843;SPC LA S     -   168,490.    1,007,530.      MT  (+/- 180 meters Scaled)
 BJ0843
 BJ0843                          SUPERSEDED SURVEY CONTROL
 BJ0843
 BJ0843  NGVD 29 (??/??/??)    1.401  (m)            4.60   (f) ADJUSTED    1 1
 BJ0843
 BJ0843.Superseded values are not recommended for survey control.
 BJ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0843.See file dsdata.txt to determine how the superseded data were derived.
 BJ0843
 BJ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP682222(NAD 83)
 BJ0843_MARKER: DB = BENCH MARK DISK
 BJ0843_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0843+WITH SETTING: INTO GROUND
 BJ0843_SP_SET: METAL ROD WITH BASE PLATE
 BJ0843_STAMPING: M 293 1976
 BJ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0843+STABILITY: SURFACE MOTION
 BJ0843
 BJ0843  HISTORY     - Date     Condition        Report By
 BJ0843  HISTORY     - 1976     MONUMENTED       NGS
 BJ0843
 BJ0843                          STATION DESCRIPTION
 BJ0843
 BJ0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0843'4.0 MI SOUTH FROM PIGEON.
 BJ0843'4.0 MILES SOUTH ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 BJ0843'END OF A DRAWBRIDGE OVER THE LOWER GRAND RIVER, AT THE JUNCTION OF A
 BJ0843'DIRT ROAD LEADING EAST, 32 FT EAST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0843'20 FT SOUTH OF THE CENTER LINE OF THE ROAD, 2.1 FT EAST OF A FENCE,
 BJ0843'3 FT SOUTH OF THE SOUTH END OF A GATE, THE DISK IS 0.6 FT BELOW THE
 BJ0843'SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0843'SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0724 ***********************************************************************
 BJ0724  DESIGNATION -  M 294
 BJ0724  PID         -  BJ0724
 BJ0724  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0724  USGS QUAD   -  LOBDELL (1992)
 BJ0724
 BJ0724                         *CURRENT SURVEY CONTROL
 BJ0724  ___________________________________________________________________
 BJ0724* NAD 83(1986)-  30 29 23.     (N)    091 16 46.     (W)     SCALED    
 BJ0724* NAVD 88     -         6.943  (meters)      22.78   (feet)  ADJUSTED  
 BJ0724  ___________________________________________________________________
 BJ0724  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0724  DYNAMIC HT  -           6.934 (meters)      22.75  (feet)  COMP
 BJ0724  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BJ0724
 BJ0724  VERT ORDER  -  FIRST     CLASS I
 BJ0724
 BJ0724.The horizontal coordinates were scaled from a topographic map and have
 BJ0724.an estimated accuracy of +/- 6 seconds.
 BJ0724
 BJ0724.The orthometric height was determined by differential leveling
 BJ0724.and adjusted by the National Geodetic Survey in February 1994..
 BJ0724
 BJ0724.The geoid height was determined by GEOID03.
 BJ0724
 BJ0724.The dynamic height is computed by dividing the NAVD 88
 BJ0724.geopotential number by the normal gravity value computed on the
 BJ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0724.degrees latitude (g = 980.6199 gals.).
 BJ0724
 BJ0724.The modeled gravity was interpolated from observed gravity values.
 BJ0724
 BJ0724;                    North         East    Units  Estimated Accuracy
 BJ0724;SPC LA S     -   220,550.    1,005,170.      MT  (+/- 180 meters Scaled)
 BJ0724
 BJ0724                          SUPERSEDED SURVEY CONTROL
 BJ0724
 BJ0724  NAVD 88 (06/15/91)    7.003  (m)           22.98   (f) UNKNOWN     1 1
 BJ0724  NGVD 29 (??/??/??)    6.969  (m)           22.86   (f) ADJUSTED    1 1
 BJ0724
 BJ0724.Superseded values are not recommended for survey control.
 BJ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0724.See file dsdata.txt to determine how the superseded data were derived.
 BJ0724
 BJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP651743(NAD 83)
 BJ0724_MARKER: DB = BENCH MARK DISK
 BJ0724_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0724_SP_SET: HEADWALL
 BJ0724_STAMPING: M 294 1976
 BJ0724_MARK LOGO: NGS   
 BJ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0724+STABILITY: SURFACE MOTION
 BJ0724
 BJ0724  HISTORY     - Date     Condition        Report By
 BJ0724  HISTORY     - 1976     MONUMENTED       NGS
 BJ0724  HISTORY     - 1986     GOOD             NGS
 BJ0724
 BJ0724                          STATION DESCRIPTION
 BJ0724
 BJ0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0724'1.9 MI NW FROM KAHNS.
 BJ0724'1.9 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0724'STATE HIGHWAY 415 OVERPASS, 0.05 MILE NORTHWEST OF THE CROSSING OF
 BJ0724'AN ASPHALT ROAD, DIRECTLY OPPOSITE RAILROAD BRIDGE NUMBER 639.7,
 BJ0724'101.3 FT. NORTHEAST OF THE NORTHEAST RAIL, 43 FT. SOUTHWEST OF THE
 BJ0724'CENTER LINE OF THE SOUTHWEST HIGHWAY LANES OF U.S. HIGHWAY 190,
 BJ0724'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL
 BJ0724'OF A LARGE CONCRETE  HIGHWAY CULVERT, 1.0 FT. NORTHWEST OF THE
 BJ0724'SOUTHEAST END OF THE HEAD WALL.
 BJ0724
 BJ0724                          STATION RECOVERY (1986)
 BJ0724
 BJ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0444 ***********************************************************************
 BJ0444  DESIGNATION -  M 295
 BJ0444  PID         -  BJ0444
 BJ0444  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0444  USGS QUAD   -  ELM PARK (1994)
 BJ0444
 BJ0444                         *CURRENT SURVEY CONTROL
 BJ0444  ___________________________________________________________________
 BJ0444* NAD 83(1986)-  30 45 15.     (N)    091 19 13.     (W)     SCALED    
 BJ0444* NAVD 88     -        41.686  (meters)     136.76   (feet)  ADJUSTED  
 BJ0444  ___________________________________________________________________
 BJ0444  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0444  DYNAMIC HT  -          41.633 (meters)     136.59  (feet)  COMP
 BJ0444  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BJ0444
 BJ0444  VERT ORDER  -  FIRST     CLASS I
 BJ0444
 BJ0444.The horizontal coordinates were scaled from a topographic map and have
 BJ0444.an estimated accuracy of +/- 6 seconds.
 BJ0444
 BJ0444.The orthometric height was determined by differential leveling
 BJ0444.and adjusted by the National Geodetic Survey in February 1994..
 BJ0444
 BJ0444.The geoid height was determined by GEOID03.
 BJ0444
 BJ0444.The dynamic height is computed by dividing the NAVD 88
 BJ0444.geopotential number by the normal gravity value computed on the
 BJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0444.degrees latitude (g = 980.6199 gals.).
 BJ0444
 BJ0444.The modeled gravity was interpolated from observed gravity values.
 BJ0444
 BJ0444;                    North         East    Units  Estimated Accuracy
 BJ0444;SPC LA S     -   249,870.    1,001,250.      MT  (+/- 180 meters Scaled)
 BJ0444
 BJ0444                          SUPERSEDED SURVEY CONTROL
 BJ0444
 BJ0444  NGVD 29 (??/??/??)   41.672  (m)          136.72   (f) ADJUSTED    1 1
 BJ0444
 BJ0444.Superseded values are not recommended for survey control.
 BJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0444.See file dsdata.txt to determine how the superseded data were derived.
 BJ0444
 BJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ607035(NAD 83)
 BJ0444_MARKER: DB = BENCH MARK DISK
 BJ0444_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0444+WITH SETTING: INTO GROUND
 BJ0444_SP_SET: METAL ROD WITH BASE PLATE
 BJ0444_STAMPING: M 295 1976
 BJ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0444+STABILITY: SURFACE MOTION
 BJ0444
 BJ0444  HISTORY     - Date     Condition        Report By
 BJ0444  HISTORY     - 1976     MONUMENTED       NGS
 BJ0444
 BJ0444                          STATION DESCRIPTION
 BJ0444
 BJ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0444'4.8 MI EAST FROM ST FRANCISVILLE.
 BJ0444'4.0 MILES EAST ALONG U. S. HIGHWAY 61 FROM THE JUNCTION OF
 BJ0444'STATE HIGHWAY 10, THENCE
 BJ0444'0.8 MILE SOUTH ALONG POWELL STATION ROAD (STATE HIGHWAY 965) FROM
 BJ0444'L 295 1976, AT THE STARHILL BAPTIST CHURCH, 70.1 FT. EAST-NORTHEAST
 BJ0444'OF THE NORTHEAST CORNER OF THE BRICK CHURCH BUILDING, 66 FT NORTH OF
 BJ0444'THE NORTH END OF A GATE, 48 FT NORTH OF A POWER LINE POLE WITH
 BJ0444'A LIGHT AND TRANSFORMER, 19 FT WEST OF THE CENTER LINE OF THE
 BJ0444'ROAD, 5 FT SOUTH OF A T FENCE JUNCTION, 1.7 FT EAST OF A CHAIN
 BJ0444'LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0093 ***********************************************************************
 BK0093  DESIGNATION -  M 30
 BK0093  PID         -  BK0093
 BK0093  STATE/COUNTY-  LA/ST LANDRY
 BK0093  USGS QUAD   -  LAWTELL (1983)
 BK0093
 BK0093                         *CURRENT SURVEY CONTROL
 BK0093  ___________________________________________________________________
 BK0093* NAD 83(1986)-  30 31 10.     (N)    092 11 07.     (W)     SCALED    
 BK0093* NAVD 88     -        18.31   (+/-2cm)      60.1    (feet)  VERTCON   
 BK0093  ___________________________________________________________________
 BK0093  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0093
 BK0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0093
 BK0093.The horizontal coordinates were scaled from a topographic map and have
 BK0093.an estimated accuracy of +/- 6 seconds.
 BK0093
 BK0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0093.The vertical order pertains to the NGVD 29 superseded value.
 BK0093
 BK0093.The geoid height was determined by GEOID03.
 BK0093
 BK0093;                    North         East    Units  Estimated Accuracy
 BK0093;SPC LA S     -   224,150.      918,230.      MT  (+/- 180 meters Scaled)
 BK0093
 BK0093                          SUPERSEDED SURVEY CONTROL
 BK0093
 BK0093  NGVD 29 (??/??/??)   18.271  (m)           59.94   (f) ADJUSTED    2 0
 BK0093
 BK0093.Superseded values are not recommended for survey control.
 BK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0093.See file dsdata.txt to determine how the superseded data were derived.
 BK0093
 BK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP781766(NAD 83)
 BK0093_MARKER: DB = BENCH MARK DISK
 BK0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0093_STAMPING: M 30 1935
 BK0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0093+STABILITY: SURFACE MOTION
 BK0093
 BK0093  HISTORY     - Date     Condition        Report By
 BK0093  HISTORY     - 1935     MONUMENTED       CGS
 BK0093  HISTORY     - 1957     MARK NOT FOUND   USGS
 BK0093  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0093
 BK0093                          STATION DESCRIPTION
 BK0093
 BK0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0093'IN LAWTELLS.
 BK0093'AT LAWTELL AND ALONG THE M P R R AT A ROAD CROSSING ABOUT 80 YARDS W
 BK0093'OF LAWTELL STATION.  80 FEET N OF TRACK. 20 FEET W OF SIDE ROAD. CLOSE
 BK0093'TO A FENCE CORNER.
 BK0093
 BK0093                          STATION RECOVERY (1957)
 BK0093
 BK0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BK0093'MARK NOT FOUND.
 BK0093
 BK0093                          STATION RECOVERY (1980)
 BK0093
 BK0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2290 ***********************************************************************
 BX2290  DESIGNATION -  M 301
 BX2290  PID         -  BX2290
 BX2290  STATE/COUNTY-  LA/GRANT
 BX2290  USGS QUAD   -  COLFAX (1985)
 BX2290
 BX2290                         *CURRENT SURVEY CONTROL
 BX2290  ___________________________________________________________________
 BX2290* NAD 83(1986)-  31 30 30.     (N)    092 42 25.     (W)     SCALED    
 BX2290* NAVD 88     -        28.642  (meters)      93.97   (feet)  ADJUSTED  
 BX2290  ___________________________________________________________________
 BX2290  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2290  DYNAMIC HT  -          28.608 (meters)      93.86  (feet)  COMP
 BX2290  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 BX2290
 BX2290  VERT ORDER  -  FIRST     CLASS I
 BX2290
 BX2290.The horizontal coordinates were scaled from a topographic map and have
 BX2290.an estimated accuracy of +/- 6 seconds.
 BX2290
 BX2290.The orthometric height was determined by differential leveling
 BX2290.and adjusted by the National Geodetic Survey in February 1994..
 BX2290
 BX2290.The geoid height was determined by GEOID03.
 BX2290
 BX2290.The dynamic height is computed by dividing the NAVD 88
 BX2290.geopotential number by the normal gravity value computed on the
 BX2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2290.degrees latitude (g = 980.6199 gals.).
 BX2290
 BX2290.The modeled gravity was interpolated from observed gravity values.
 BX2290
 BX2290;                    North         East    Units  Estimated Accuracy
 BX2290;SPC LA N     -   111,820.      980,340.      MT  (+/- 180 meters Scaled)
 BX2290
 BX2290                          SUPERSEDED SURVEY CONTROL
 BX2290
 BX2290  NAVD 88 (06/15/91)   28.642  (m)           93.97   (f) UNKNOWN     1 1
 BX2290  NGVD 29 (??/??/??)   28.649  (m)           93.99   (f) ADJUSTED    1 1
 BX2290
 BX2290.Superseded values are not recommended for survey control.
 BX2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2290.See file dsdata.txt to determine how the superseded data were derived.
 BX2290
 BX2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ278859(NAD 83)
 BX2290_MARKER: DB = BENCH MARK DISK
 BX2290_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2290+WITH SETTING: INTO GROUND
 BX2290_SP_SET: METAL ROD WITH BASE PLATE
 BX2290_STAMPING: M 301 1977
 BX2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2290+STABILITY: SURFACE MOTION
 BX2290
 BX2290  HISTORY     - Date     Condition        Report By
 BX2290  HISTORY     - 1977     MONUMENTED       NGS
 BX2290
 BX2290                          STATION DESCRIPTION
 BX2290
 BX2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2290'0.8 MI SE FROM COLFAX.
 BX2290'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 BX2290'COLFAX, 0.15 MILE NORTHWEST OF HIGHWAY MILEPOST 75, AT THE SOUTH-
 BX2290'EAST CORNER OF THE FUTRELL CHEVROLET PROPERTY, 74 FEET WEST OF
 BX2290'A SUPPORT POWER LINE POLE WITH A GUY WIRE, 52 FEET SOUTH-
 BX2290'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTH-
 BX2290'NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2241 ***********************************************************************
 BX2241  DESIGNATION -  M 302
 BX2241  PID         -  BX2241
 BX2241  STATE/COUNTY-  LA/AVOYELLES
 BX2241  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2241
 BX2241                         *CURRENT SURVEY CONTROL
 BX2241  ___________________________________________________________________
 BX2241* NAD 83(1986)-  31 13 36.     (N)    092 01 54.     (W)     SCALED    
 BX2241* NAVD 88     -        18.503  (meters)      60.71   (feet)  ADJUSTED  
 BX2241  ___________________________________________________________________
 BX2241  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX2241  DYNAMIC HT  -          18.480 (meters)      60.63  (feet)  COMP
 BX2241  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 BX2241
 BX2241  VERT ORDER  -  FIRST     CLASS I
 BX2241
 BX2241.The horizontal coordinates were scaled from a topographic map and have
 BX2241.an estimated accuracy of +/- 6 seconds.
 BX2241
 BX2241.The orthometric height was determined by differential leveling
 BX2241.and adjusted by the National Geodetic Survey in February 1994..
 BX2241
 BX2241.The geoid height was determined by GEOID03.
 BX2241
 BX2241.The dynamic height is computed by dividing the NAVD 88
 BX2241.geopotential number by the normal gravity value computed on the
 BX2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2241.degrees latitude (g = 980.6199 gals.).
 BX2241
 BX2241.The modeled gravity was interpolated from observed gravity values.
 BX2241
 BX2241;                    North         East    Units  Estimated Accuracy
 BX2241;SPC LA N     -    80,670.    1,044,620.      MT  (+/- 180 meters Scaled)
 BX2241
 BX2241                          SUPERSEDED SURVEY CONTROL
 BX2241
 BX2241  NAVD 88 (06/15/91)   18.512  (m)           60.73   (f) UNKNOWN     1 1
 BX2241  NGVD 29 (??/??/??)   18.466  (m)           60.58   (f) ADJUSTED    1 1
 BX2241
 BX2241.Superseded values are not recommended for survey control.
 BX2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2241.See file dsdata.txt to determine how the superseded data were derived.
 BX2241
 BX2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ922551(NAD 83)
 BX2241_MARKER: DB = BENCH MARK DISK
 BX2241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2241_SP_SET: COPPER-CLAD STEEL ROD
 BX2241_STAMPING: M 302 1977
 BX2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2241
 BX2241  HISTORY     - Date     Condition        Report By
 BX2241  HISTORY     - 1977     MONUMENTED       NGS
 BX2241
 BX2241                          STATION DESCRIPTION
 BX2241
 BX2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2241'10.9 MI NE FROM EFFIE.
 BX2241'10.9 MILES NORTHEAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION
 BX2241'OF STATE HIGHWAYS 107 AND 115 AT EFFIE, 139 FEET SOUTHEAST OF
 BX2241'THE SOUTHEAST CORNER OF A BRICK HOUSE OWNED BY MR. WILLIAMS, 33
 BX2241'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 71 FEET WEST OF
 BX2241'THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A POWER LINE
 BX2241'POLE, 6 FEET WEST OF A CYCLONE FENCE.NOTE. THE WITNESS PLAQUE
 BX2241'IS NAILED ON THE POWER LINE POLE, ALSO, MR. WILLIAMS HAS
 BX2241'PLAINS TO COMPLETELY REMOVE THE CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2321 ***********************************************************************
 BX2321  DESIGNATION -  M 303
 BX2321  PID         -  BX2321
 BX2321  STATE/COUNTY-  LA/NATCHITOCHES
 BX2321  USGS QUAD   -  MONTGOMERY (1993)
 BX2321
 BX2321                         *CURRENT SURVEY CONTROL
 BX2321  ___________________________________________________________________
 BX2321* NAD 83(1986)-  31 42 55.     (N)    092 58 53.     (W)     SCALED    
 BX2321* NAVD 88     -        32.914  (meters)     107.99   (feet)  ADJUSTED  
 BX2321  ___________________________________________________________________
 BX2321  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2321  DYNAMIC HT  -          32.875 (meters)     107.86  (feet)  COMP
 BX2321  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 BX2321
 BX2321  VERT ORDER  -  FIRST     CLASS I
 BX2321
 BX2321.The horizontal coordinates were scaled from a topographic map and have
 BX2321.an estimated accuracy of +/- 6 seconds.
 BX2321
 BX2321.The orthometric height was determined by differential leveling
 BX2321.and adjusted by the National Geodetic Survey in February 1994..
 BX2321
 BX2321.The geoid height was determined by GEOID03.
 BX2321
 BX2321.The dynamic height is computed by dividing the NAVD 88
 BX2321.geopotential number by the normal gravity value computed on the
 BX2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2321.degrees latitude (g = 980.6199 gals.).
 BX2321
 BX2321.The modeled gravity was interpolated from observed gravity values.
 BX2321
 BX2321;                    North         East    Units  Estimated Accuracy
 BX2321;SPC LA N     -   134,850.      954,380.      MT  (+/- 180 meters Scaled)
 BX2321
 BX2321                          SUPERSEDED SURVEY CONTROL
 BX2321
 BX2321  NAVD 88 (06/15/91)   32.914  (m)          107.99   (f) UNKNOWN     1 1
 BX2321  NGVD 29 (??/??/??)   32.947  (m)          108.09   (f) ADJUSTED    1 1
 BX2321
 BX2321.Superseded values are not recommended for survey control.
 BX2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2321.See file dsdata.txt to determine how the superseded data were derived.
 BX2321
 BX2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR017088(NAD 83)
 BX2321_MARKER: DB = BENCH MARK DISK
 BX2321_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2321+WITH SETTING: INTO GROUND
 BX2321_SP_SET: METAL ROD WITH BASE PLATE
 BX2321_STAMPING: M 303 1977
 BX2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2321+STABILITY: SURFACE MOTION
 BX2321
 BX2321  HISTORY     - Date     Condition        Report By
 BX2321  HISTORY     - 1977     MONUMENTED       NGS
 BX2321  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX2321
 BX2321                          STATION DESCRIPTION
 BX2321
 BX2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2321'12.1 MI SE FROM NATCHITOCHES.
 BX2321'3.3 MILES NORTHEAST ALONG WILLIAMS AVENUE FROM THE JUNCTION OF
 BX2321'THE NORTH BRIDGE AT NATCHITOCHESTO THE BETHEL BAPTIST CHURCH,
 BX2321'THENCE 8.8 MILES SOUTHEAST ON THE LEVEE WHICH IS ALSO A GRAVEL
 BX2321'ROAD, 114 FEET NORTHEAST OF MILEPOST 12, 64 FEET SOUTHWEST OF THE
 BX2321'CENTER OF THE LEVEE, AND 2 FEET NORTHEAST OF A FENCE AT THE TOE
 BX2321'OF THE LEVEE.
 BX2321
 BX2321                          STATION RECOVERY (1981)
 BX2321
 BX2321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX2321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2361 ***********************************************************************
 BX2361  DESIGNATION -  M 304
 BX2361  PID         -  BX2361
 BX2361  STATE/COUNTY-  LA/RED RIVER
 BX2361  USGS QUAD   -  HANNA (1992)
 BX2361
 BX2361                         *CURRENT SURVEY CONTROL
 BX2361  ___________________________________________________________________
 BX2361* NAD 83(1986)-  31 55 41.     (N)    093 19 01.     (W)     SCALED    
 BX2361* NAVD 88     -        37.352  (meters)     122.55   (feet)  ADJUSTED  
 BX2361  ___________________________________________________________________
 BX2361  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX2361  DYNAMIC HT  -          37.308 (meters)     122.40  (feet)  COMP
 BX2361  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 BX2361
 BX2361  VERT ORDER  -  FIRST     CLASS I
 BX2361
 BX2361.The horizontal coordinates were scaled from a topographic map and have
 BX2361.an estimated accuracy of +/- 6 seconds.
 BX2361
 BX2361.The orthometric height was determined by differential leveling
 BX2361.and adjusted by the National Geodetic Survey in February 1994..
 BX2361
 BX2361.The geoid height was determined by GEOID03.
 BX2361
 BX2361.The dynamic height is computed by dividing the NAVD 88
 BX2361.geopotential number by the normal gravity value computed on the
 BX2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2361.degrees latitude (g = 980.6199 gals.).
 BX2361
 BX2361.The modeled gravity was interpolated from observed gravity values.
 BX2361
 BX2361;                    North         East    Units  Estimated Accuracy
 BX2361;SPC LA N     -   158,630.      922,750.      MT  (+/- 180 meters Scaled)
 BX2361
 BX2361                          SUPERSEDED SURVEY CONTROL
 BX2361
 BX2361  NAVD 88 (06/15/91)   37.351  (m)          122.54   (f) UNKNOWN     1 1
 BX2361  NGVD 29 (??/??/??)   37.409  (m)          122.73   (f) ADJUSTED    1 1
 BX2361
 BX2361.Superseded values are not recommended for survey control.
 BX2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2361.See file dsdata.txt to determine how the superseded data were derived.
 BX2361
 BX2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR700325(NAD 83)
 BX2361_MARKER: DB = BENCH MARK DISK
 BX2361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2361_SP_SET: DRILL IN CONCRETE HEADWALL
 BX2361_STAMPING: M 304 1977
 BX2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2361
 BX2361  HISTORY     - Date     Condition        Report By
 BX2361  HISTORY     - 1977     MONUMENTED       NGS
 BX2361  HISTORY     - 19860214 MARK NOT FOUND   USPSQD
 BX2361  HISTORY     - 20010922 GOOD             USPSQD
 BX2361  HISTORY     - 20060610 GOOD             USPSQD
 BX2361
 BX2361                          STATION DESCRIPTION
 BX2361
 BX2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2361'0.9 MI NW FROM LAKE END.
 BX2361'0.9 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2361'STATE HIGHWAY 174 AT LAKE END, 32 FEET WEST OF THE CENTERLINE OF
 BX2361'THE HIGHWAY IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 BX2361'CONCRETE HEADWALL OF A 2 CHANNEL CONCRETE BOX CULVERT, 2 FEET
 BX2361'SOUTHEAST OF THE NORTHWEST END.
 BX2361
 BX2361                          STATION RECOVERY (1986)
 BX2361
 BX2361'RECOVERY NOTE BY US POWER SQUADRON 1986 (AER)
 BX2361'MARK NOT FOUND.
 BX2361
 BX2361                          STATION RECOVERY (2001)
 BX2361
 BX2361'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2361'RECOVERED IN GOOD CONDITION.
 BX2361
 BX2361                          STATION RECOVERY (2006)
 BX2361
 BX2361'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX2361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2117 ***********************************************************************
 CQ2117  DESIGNATION -  M 305
 CQ2117  PID         -  CQ2117
 CQ2117  STATE/COUNTY-  LA/CADDO
 CQ2117  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ2117
 CQ2117                         *CURRENT SURVEY CONTROL
 CQ2117  ___________________________________________________________________
 CQ2117* NAD 83(1986)-  32 29 42.     (N)    093 42 30.     (W)     SCALED    
 CQ2117* NAVD 88     -        52.867  (meters)     173.45   (feet)  ADJUSTED  
 CQ2117  ___________________________________________________________________
 CQ2117  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2117  DYNAMIC HT  -          52.808 (meters)     173.25  (feet)  COMP
 CQ2117  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 CQ2117
 CQ2117  VERT ORDER  -  FIRST     CLASS I
 CQ2117
 CQ2117.The horizontal coordinates were scaled from a topographic map and have
 CQ2117.an estimated accuracy of +/- 6 seconds.
 CQ2117
 CQ2117.The orthometric height was determined by differential leveling
 CQ2117.and adjusted by the National Geodetic Survey in June 1991..
 CQ2117
 CQ2117.The geoid height was determined by GEOID03.
 CQ2117
 CQ2117.The dynamic height is computed by dividing the NAVD 88
 CQ2117.geopotential number by the normal gravity value computed on the
 CQ2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2117.degrees latitude (g = 980.6199 gals.).
 CQ2117
 CQ2117.The modeled gravity was interpolated from observed gravity values.
 CQ2117
 CQ2117;                    North         East    Units  Estimated Accuracy
 CQ2117;SPC LA N     -   221,830.      886,450.      MT  (+/- 180 meters Scaled)
 CQ2117
 CQ2117                          SUPERSEDED SURVEY CONTROL
 CQ2117
 CQ2117  NGVD 29 (??/??/??)   52.934  (m)          173.67   (f) ADJUSTED    1 1
 CQ2117
 CQ2117.Superseded values are not recommended for survey control.
 CQ2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2117.See file dsdata.txt to determine how the superseded data were derived.
 CQ2117
 CQ2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR334955(NAD 83)
 CQ2117_MARKER: DB = BENCH MARK DISK
 CQ2117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2117_SP_SET: DRILL GUARDRAIL
 CQ2117_STAMPING: M 305 1977
 CQ2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2117
 CQ2117  HISTORY     - Date     Condition        Report By
 CQ2117  HISTORY     - 1977     MONUMENTED       NGS
 CQ2117  HISTORY     - 1989     GOOD             USPSQD
 CQ2117
 CQ2117                          STATION DESCRIPTION
 CQ2117
 CQ2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2117'2.7 MI SE FROM SHREVEPORT.
 CQ2117'2.7 MILES SOUTHEAST ALONG THE CLYDE FANT PARKWAY FROM THE CIVIC
 CQ2117'THEATER AT SHREVEPORT, 1.6 MILES NORTH ALONG STATE HIGHWAY 1 FROM
 CQ2117'THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, THENCE 1.1
 CQ2117'MILES EAST ALONG STATE HIGHWAY 3032, THENCE 0.5 MILE NORTHWEST
 CQ2117'ALONG THE CLYDE FANT PARKWAY, 23 FEET NORTHEAST OF THE CENTER OF
 CQ2117'THE NORTHEAST LANE OF THE PARKWAY, IN THE TOP OF THE SOUTHEAST
 CQ2117'END OF THE CONCRETE GUARDRAIL FOR A BRIDGE OVER AN ASPHALT DRIVE,
 CQ2117'2 FEET NORTHWEST OF THE SOUTHEAST END OF THE GUARDRAIL.
 CQ2117
 CQ2117                          STATION RECOVERY (1989)
 CQ2117
 CQ2117'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ2117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2146 ***********************************************************************
 CQ2146  DESIGNATION -  M 306
 CQ2146  PID         -  CQ2146
 CQ2146  STATE/COUNTY-  LA/CADDO
 CQ2146  USGS QUAD   -  DIXIE (1982)
 CQ2146
 CQ2146                         *CURRENT SURVEY CONTROL
 CQ2146  ___________________________________________________________________
 CQ2146* NAD 83(1986)-  32 40 41.     (N)    093 49 58.     (W)     SCALED    
 CQ2146* NAVD 88     -        53.802  (meters)     176.52   (feet)  ADJUSTED  
 CQ2146  ___________________________________________________________________
 CQ2146  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2146  DYNAMIC HT  -          53.742 (meters)     176.32  (feet)  COMP
 CQ2146  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 CQ2146
 CQ2146  VERT ORDER  -  FIRST     CLASS I
 CQ2146
 CQ2146.The horizontal coordinates were scaled from a topographic map and have
 CQ2146.an estimated accuracy of +/- 6 seconds.
 CQ2146
 CQ2146.The orthometric height was determined by differential leveling
 CQ2146.and adjusted by the National Geodetic Survey in June 1991..
 CQ2146
 CQ2146.The geoid height was determined by GEOID03.
 CQ2146
 CQ2146.The dynamic height is computed by dividing the NAVD 88
 CQ2146.geopotential number by the normal gravity value computed on the
 CQ2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2146.degrees latitude (g = 980.6199 gals.).
 CQ2146
 CQ2146.The modeled gravity was interpolated from observed gravity values.
 CQ2146
 CQ2146;                    North         East    Units  Estimated Accuracy
 CQ2146;SPC LA N     -   242,270.      875,000.      MT  (+/- 180 meters Scaled)
 CQ2146
 CQ2146                          SUPERSEDED SURVEY CONTROL
 CQ2146
 CQ2146  NGVD 29 (??/??/??)   53.858  (m)          176.70   (f) ADJUSTED    1 1
 CQ2146
 CQ2146.Superseded values are not recommended for survey control.
 CQ2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2146.See file dsdata.txt to determine how the superseded data were derived.
 CQ2146
 CQ2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS219159(NAD 83)
 CQ2146_MARKER: DB = BENCH MARK DISK
 CQ2146_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2146+WITH SETTING: INTO GROUND
 CQ2146_SP_SET: METAL ROD WITH BASE PLATE
 CQ2146_STAMPING: M 306 1977
 CQ2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2146+STABILITY: SURFACE MOTION
 CQ2146
 CQ2146  HISTORY     - Date     Condition        Report By
 CQ2146  HISTORY     - 1977     MONUMENTED       NGS
 CQ2146  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2146
 CQ2146                          STATION DESCRIPTION
 CQ2146
 CQ2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2146'1.0 MI SOUTH FROM DIXIE.
 CQ2146'1.0 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2146'DIXIE, 80 FEET EAST OF POWERLINE POLE NO. 200, 44 FEET EAST OF
 CQ2146'THE CENTER LINE OF HIGHWAY, 26 FEET WEST OF THE WEST RAIL OF THE
 CQ2146'TEXAS PACIFIC RAILROAD, 0.2 MILE NORTH OF A BRIDGE AND SET BET-
 CQ2146'WEEN TWO ORANG WITNESS POSTS.
 CQ2146
 CQ2146                          STATION RECOVERY (1999)
 CQ2146
 CQ2146'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2175 ***********************************************************************
 CQ2175  DESIGNATION -  M 307
 CQ2175  PID         -  CQ2175
 CQ2175  STATE/COUNTY-  LA/CADDO
 CQ2175  USGS QUAD   -  WARDVIEW (1971)
 CQ2175
 CQ2175                         *CURRENT SURVEY CONTROL
 CQ2175  ___________________________________________________________________
 CQ2175* NAD 83(1986)-  32 54 29.     (N)    093 49 27.     (W)     SCALED    
 CQ2175* NAVD 88     -        60.633  (meters)     198.93   (feet)  ADJUSTED  
 CQ2175  ___________________________________________________________________
 CQ2175  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CQ2175  DYNAMIC HT  -          60.567 (meters)     198.71  (feet)  COMP
 CQ2175  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CQ2175
 CQ2175  VERT ORDER  -  FIRST     CLASS I
 CQ2175
 CQ2175.The horizontal coordinates were scaled from a topographic map and have
 CQ2175.an estimated accuracy of +/- 6 seconds.
 CQ2175
 CQ2175.The orthometric height was determined by differential leveling
 CQ2175.and adjusted by the National Geodetic Survey in June 1991..
 CQ2175
 CQ2175.The geoid height was determined by GEOID03.
 CQ2175
 CQ2175.The dynamic height is computed by dividing the NAVD 88
 CQ2175.geopotential number by the normal gravity value computed on the
 CQ2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2175.degrees latitude (g = 980.6199 gals.).
 CQ2175
 CQ2175.The modeled gravity was interpolated from observed gravity values.
 CQ2175
 CQ2175;                    North         East    Units  Estimated Accuracy
 CQ2175;SPC LA N     -   267,770.      876,120.      MT  (+/- 180 meters Scaled)
 CQ2175
 CQ2175                          SUPERSEDED SURVEY CONTROL
 CQ2175
 CQ2175  NGVD 29 (??/??/??)   60.676  (m)          199.07   (f) ADJUSTED    1 1
 CQ2175
 CQ2175.Superseded values are not recommended for survey control.
 CQ2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2175.See file dsdata.txt to determine how the superseded data were derived.
 CQ2175
 CQ2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS229413(NAD 83)
 CQ2175_MARKER: DB = BENCH MARK DISK
 CQ2175_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2175+WITH SETTING: INTO GROUND
 CQ2175_SP_SET: METAL ROD WITH BASE PLATE
 CQ2175_STAMPING: M 307 1977
 CQ2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2175+STABILITY: SURFACE MOTION
 CQ2175
 CQ2175  HISTORY     - Date     Condition        Report By
 CQ2175  HISTORY     - 1977     MONUMENTED       NGS
 CQ2175  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2175
 CQ2175                          STATION DESCRIPTION
 CQ2175
 CQ2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2175'7.2 MI NE FROM GILLIAM.
 CQ2175'5.3 MILES NORTH ALONG MAIN STREET FROM THE JUNCTION OF STATE HIGHWAY
 CQ2175'3049 AT GILLIAM, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 2, THENCE
 CQ2175'1.1 MILES NORTH ALONG THE LEVEE, 60 FEET WEST-NORTHWEST OF THE CENTER
 CQ2175'LINE OF THE LEVEE, 40 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD
 CQ2175'CROSSING THE LEVEE,17 FEET SOUTH OF THE JUNCTION POWERLINE POLE
 CQ2175'NUMBER 8 WITH A TRANSFORMER AND 2 GUY WIRES, AND 2 FEET EAST OF A
 CQ2175'BARBED WIRE FENCE.
 CQ2175
 CQ2175                          STATION RECOVERY (1999)
 CQ2175
 CQ2175'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2416 ***********************************************************************
 CQ2416  DESIGNATION -  M 329
 CQ2416  PID         -  CQ2416
 CQ2416  STATE/COUNTY-  LA/WEBSTER
 CQ2416  USGS QUAD   -  FRYEBURG (1986)
 CQ2416
 CQ2416                         *CURRENT SURVEY CONTROL
 CQ2416  ___________________________________________________________________
 CQ2416* NAD 83(1986)-  32 29 15.     (N)    093 11 17.     (W)     SCALED    
 CQ2416* NAVD 88     -        81.65   (+/-2cm)     267.9    (feet)  VERTCON   
 CQ2416  ___________________________________________________________________
 CQ2416  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2416
 CQ2416  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2416
 CQ2416.The horizontal coordinates were scaled from a topographic map and have
 CQ2416.an estimated accuracy of +/- 6 seconds.
 CQ2416
 CQ2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2416.The vertical order pertains to the NGVD 29 superseded value.
 CQ2416
 CQ2416.The geoid height was determined by GEOID03.
 CQ2416
 CQ2416;                    North         East    Units  Estimated Accuracy
 CQ2416;SPC LA N     -   220,570.      935,330.      MT  (+/- 180 meters Scaled)
 CQ2416
 CQ2416                          SUPERSEDED SURVEY CONTROL
 CQ2416
 CQ2416  NGVD 29 (??/??/??)   81.716  (m)          268.10   (f) ADJUSTED    1 1
 CQ2416
 CQ2416.Superseded values are not recommended for survey control.
 CQ2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2416.See file dsdata.txt to determine how the superseded data were derived.
 CQ2416
 CQ2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR823944(NAD 83)
 CQ2416_MARKER: DB = BENCH MARK DISK
 CQ2416_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2416_SP_SET: 25 FT 5/8 IN ROD
 CQ2416_STAMPING: M 329 1977
 CQ2416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2416+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 CQ2416
 CQ2416  HISTORY     - Date     Condition        Report By
 CQ2416  HISTORY     - 1977     MONUMENTED       NGS
 CQ2416  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ2416  HISTORY     - 20060309 GOOD             USPSQD
 CQ2416
 CQ2416                          STATION DESCRIPTION
 CQ2416
 CQ2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2416'8.0 MI SE FROM DUBBERLY.
 CQ2416'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2416'ERLY, 1.0 FEET EAST ALONG PARISH ROAD 171, THENCE 0.4 MILE SOUTH
 CQ2416'ALONG PARISH ROAD 170, THENCE 0.4 MILE WEST AND SOUTH ALONG A DIRT
 CQ2416'ROAD, 347 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, ON THE TOP OF
 CQ2416'A HILL, 271 FEET SOUTH OF A BARBED WIRE FENCH, 113 FT WEST OF A BARBED
 CQ2416'WIRE FENCE, 70 FEET NORTH OF MOST WESTERLY ONE OF TWO WELLS CONTAINING
 CQ2416'TILTMETER EQUIPMENT, IN LINE WITH A POWERLINE POLE, 9 FEET NORTH OF A
 CQ2416'GUY WIRE, AND 7 FT SOUTH OF THE END POWERLINE POLE WITH A TRANSFORMER,
 CQ2416'A GUY WIRE, AND A METER AND SWITCH BOX. DRIVEN TO GRADUAL REFUSAL AT
 CQ2416'40 FEET.
 CQ2416'ENCASED IN A PIPE PROJECTING +0 INCHES.
 CQ2416'20 FEET ABOVE ROAD
 CQ2416'3 FEET BELOW WELL
 CQ2416'1 FOOT WEST OF A WITNESS POST.
 CQ2416
 CQ2416                          STATION RECOVERY (2000)
 CQ2416
 CQ2416'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2416'MARK NOT FOUND.
 CQ2416
 CQ2416                          STATION RECOVERY (2006)
 CQ2416
 CQ2416'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 CQ2416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2429 ***********************************************************************
 CQ2429  DESIGNATION -  M 330
 CQ2429  PID         -  CQ2429
 CQ2429  STATE/COUNTY-  LA/BIENVILLE
 CQ2429  USGS QUAD   -  FRYEBURG (1986)
 CQ2429
 CQ2429                         *CURRENT SURVEY CONTROL
 CQ2429  ___________________________________________________________________
 CQ2429* NAD 83(1986)-  32 26 11.     (N)    093 12 20.     (W)     SCALED    
 CQ2429* NAVD 88     -        91.63   (+/-2cm)     300.6    (feet)  VERTCON   
 CQ2429  ___________________________________________________________________
 CQ2429  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2429
 CQ2429  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2429
 CQ2429.The horizontal coordinates were scaled from a topographic map and have
 CQ2429.an estimated accuracy of +/- 6 seconds.
 CQ2429
 CQ2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2429.The vertical order pertains to the NGVD 29 superseded value.
 CQ2429
 CQ2429.The geoid height was determined by GEOID03.
 CQ2429
 CQ2429;                    North         East    Units  Estimated Accuracy
 CQ2429;SPC LA N     -   214,920.      933,650.      MT  (+/- 180 meters Scaled)
 CQ2429
 CQ2429                          SUPERSEDED SURVEY CONTROL
 CQ2429
 CQ2429  NGVD 29 (??/??/??)   91.697  (m)          300.84   (f) ADJUSTED    1 1
 CQ2429
 CQ2429.Superseded values are not recommended for survey control.
 CQ2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2429.See file dsdata.txt to determine how the superseded data were derived.
 CQ2429
 CQ2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR806888(NAD 83)
 CQ2429_MARKER: DB = BENCH MARK DISK
 CQ2429_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2429+WITH SETTING: INTO GROUND
 CQ2429_SP_SET: 4 FT 5/8 IN ROD
 CQ2429_STAMPING: M 330 1977
 CQ2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2429+STABILITY: SURFACE MOTION
 CQ2429
 CQ2429  HISTORY     - Date     Condition        Report By
 CQ2429  HISTORY     - 1977     MONUMENTED       NGS
 CQ2429
 CQ2429                          STATION DESCRIPTION
 CQ2429
 CQ2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2429'4.0 MI NE FROM FRYEBURG.
 CQ2429'1.8 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2429'ERLY, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH-
 CQ2429'EAST OF A GUY WIRE, 17 FEET SUOUTHWEST OF A FENCE CORNER, 15 FEET WEST
 CQ2429'OF A GUY WIRE, 10 FT NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 CQ2429'LEADING WEST, AND 10 FEET EAST OF A JUNCTION POWERLINE POLE WITH A
 CQ2429'TRANSFORMER AND TWO GUY WIRES.
 CQ2429'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2429'IN A PIPE PROJECTING +1 INCH.
 CQ2429'1 FOOT BELOW HIGHWAY
 CQ2429'1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2444 ***********************************************************************
 CQ2444  DESIGNATION -  M 333
 CQ2444  PID         -  CQ2444
 CQ2444  STATE/COUNTY-  LA/BIENVILLE
 CQ2444  USGS QUAD   -  SALINE (1986)
 CQ2444
 CQ2444                         *CURRENT SURVEY CONTROL
 CQ2444  ___________________________________________________________________
 CQ2444* NAD 83(1986)-  32 10 37.     (N)    092 56 33.     (W)     SCALED    
 CQ2444* NAVD 88     -        59.95   (+/-2cm)     196.7    (feet)  VERTCON   
 CQ2444  ___________________________________________________________________
 CQ2444  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2444
 CQ2444  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2444
 CQ2444.The horizontal coordinates were scaled from a topographic map and have
 CQ2444.an estimated accuracy of +/- 6 seconds.
 CQ2444
 CQ2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2444.The vertical order pertains to the NGVD 29 superseded value.
 CQ2444
 CQ2444.The geoid height was determined by GEOID03.
 CQ2444
 CQ2444;                    North         East    Units  Estimated Accuracy
 CQ2444;SPC LA N     -   186,020.      958,270.      MT  (+/- 180 meters Scaled)
 CQ2444
 CQ2444                          SUPERSEDED SURVEY CONTROL
 CQ2444
 CQ2444  NGVD 29 (??/??/??)   60.005  (m)          196.87   (f) ADJUSTED    1 1
 CQ2444
 CQ2444.Superseded values are not recommended for survey control.
 CQ2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2444.See file dsdata.txt to determine how the superseded data were derived.
 CQ2444
 CQ2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR054600(NAD 83)
 CQ2444_MARKER: DB = BENCH MARK DISK
 CQ2444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2444_SP_SET: 15 FEET
 CQ2444_STAMPING: M 333 1977
 CQ2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2444
 CQ2444  HISTORY     - Date     Condition        Report By
 CQ2444  HISTORY     - 1977     MONUMENTED       NGS
 CQ2444
 CQ2444                          STATION DESCRIPTION
 CQ2444
 CQ2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2444'2.1 MI NE FROM SALINE.
 CQ2444'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF
 CQ2444'STATE HIGHWAY 9 AT SALINE, ON THE INSIDE OF A CURVE, 14 FEET NORTH
 CQ2444'OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST, 44
 CQ2444'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 22 FEET
 CQ2444'SOUTHWEST OF A CABLE JUNCTION BOX 15 E. DRIVEN TO GRADUAL REFUSAL
 CQ2444'AT 15 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2224 ***********************************************************************
 CQ2224  DESIGNATION -  M 333 RESET 1981 LADTD
 CQ2224  PID         -  CQ2224
 CQ2224  STATE/COUNTY-  LA/BIENVILLE
 CQ2224  USGS QUAD   -  SALINE (1986)
 CQ2224
 CQ2224                         *CURRENT SURVEY CONTROL
 CQ2224  ___________________________________________________________________
 CQ2224* NAD 83(1986)-  32 10 37.     (N)    092 56 33.     (W)     SCALED    
 CQ2224* NAVD 88     -        61.44   (+/-2cm)     201.6    (feet)  VERTCON   
 CQ2224  ___________________________________________________________________
 CQ2224  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2224
 CQ2224  VERT ORDER  -  THIRD (See Below)
 CQ2224
 CQ2224.The horizontal coordinates were scaled from a topographic map and have
 CQ2224.an estimated accuracy of +/- 6 seconds.
 CQ2224
 CQ2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2224.The vertical order pertains to the NGVD 29 superseded value.
 CQ2224
 CQ2224.The geoid height was determined by GEOID03.
 CQ2224
 CQ2224;                    North         East    Units  Estimated Accuracy
 CQ2224;SPC LA N     -   186,020.      958,270.      MT  (+/- 180 meters Scaled)
 CQ2224
 CQ2224                          SUPERSEDED SURVEY CONTROL
 CQ2224
 CQ2224  NGVD 29 (??/??/??)   61.49   (m)          201.7    (f) RESET       3  
 CQ2224
 CQ2224.Superseded values are not recommended for survey control.
 CQ2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2224.See file dsdata.txt to determine how the superseded data were derived.
 CQ2224
 CQ2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR054600(NAD 83)
 CQ2224_MARKER: DB = BENCH MARK DISK
 CQ2224_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2224_SP_SET: 31 FEET
 CQ2224_STAMPING: M 333 RESET 1981
 CQ2224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2224
 CQ2224  HISTORY     - Date     Condition        Report By
 CQ2224  HISTORY     - 1981     MONUMENTED       LADTD
 CQ2224  HISTORY     - 1981     GOOD             LADTD
 CQ2224
 CQ2224                          STATION DESCRIPTION
 CQ2224
 CQ2224'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2224'2.1 MI NE FROM SALINE.
 CQ2224'THIS BENCH MARK IS LOCATED ABOUT 2.1 MI  NORTHEAST ALONG STATE HWAY
 CQ2224'155 FROM THE JUNCTION OF STATE HIGHWAY 9 AT SALINE. THE MARK IS SET ON
 CQ2224'THE RIGHT OF THE HIGHWAY AND JUST NORTHEAST OF A PARISH ROAD LEADING
 CQ2224'SOUTHEAST. THE MARK IS 16.1 FT SOUTHEAST OF THE CENTER OF A PARISH
 CQ2224'BLACK TOP ROAD 53.0 FT NORTH-NORTHEAST OF A CONCRETE RIGHT OF WAY
 CQ2224'MARKER, 15.0 FT EAST OF A 24 INCH OAK TREE BLAZED ON THREE SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1816 ***********************************************************************
 BW1816  DESIGNATION -  M 336
 BW1816  PID         -  BW1816
 BW1816  STATE/COUNTY-  LA/CONCORDIA
 BW1816  USGS QUAD   -  FAIRVIEW (1983)
 BW1816
 BW1816                         *CURRENT SURVEY CONTROL
 BW1816  ___________________________________________________________________
 BW1816* NAD 83(1986)-  31 18 35.     (N)    091 32 17.     (W)     SCALED    
 BW1816* NAVD 88     -        15.452  (meters)      50.70   (feet)  ADJUSTED  
 BW1816  ___________________________________________________________________
 BW1816  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BW1816  DYNAMIC HT  -          15.433 (meters)      50.63  (feet)  COMP
 BW1816  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 BW1816
 BW1816  VERT ORDER  -  FIRST     CLASS II
 BW1816
 BW1816.The horizontal coordinates were scaled from a topographic map and have
 BW1816.an estimated accuracy of +/- 6 seconds.
 BW1816
 BW1816.The orthometric height was determined by differential leveling
 BW1816.and adjusted by the National Geodetic Survey in February 1994..
 BW1816
 BW1816.The geoid height was determined by GEOID03.
 BW1816
 BW1816.The dynamic height is computed by dividing the NAVD 88
 BW1816.geopotential number by the normal gravity value computed on the
 BW1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1816.degrees latitude (g = 980.6199 gals.).
 BW1816
 BW1816.The modeled gravity was interpolated from observed gravity values.
 BW1816
 BW1816;                    North         East    Units  Estimated Accuracy
 BW1816;SPC LA N     -    90,190.    1,091,570.      MT  (+/- 180 meters Scaled)
 BW1816
 BW1816                          SUPERSEDED SURVEY CONTROL
 BW1816
 BW1816  NAVD 88 (06/15/91)   15.474  (m)           50.77   (f) UNKNOWN     1 2
 BW1816  NGVD 29 (??/??/??)   15.435  (m)           50.64   (f) ADJUSTED    1 2
 BW1816
 BW1816.Superseded values are not recommended for survey control.
 BW1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1816.See file dsdata.txt to determine how the superseded data were derived.
 BW1816
 BW1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ391648(NAD 83)
 BW1816_MARKER: DB = BENCH MARK DISK
 BW1816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1816_SP_SET: STAINLESS STEEL ROD
 BW1816_STAMPING: M 336 1979
 BW1816_PROJECTION: RECESSED 5 CENTIMETERS
 BW1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1816_ROD/PIPE-DEPTH: 10.7 meters
 BW1816
 BW1816  HISTORY     - Date     Condition        Report By
 BW1816  HISTORY     - 1979     MONUMENTED       NGS
 BW1816
 BW1816                          STATION DESCRIPTION
 BW1816
 BW1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1816'6.7 MI NE FROM SLOCOM.
 BW1816'3.4 MILES EAST ALONG THE LOWER GRAVEL ROAD ON THE LEVE FROM THE
 BW1816'JUNCTION OF HIGHWAY 15 AT SLOCOM , THENCE 3.3 MILES NORTHEAST ALONG
 BW1816'A GRAVEL ROAD, AT A POWER LINE JUNCTION POLE AND A CATTLE GUARD,
 BW1816'55.5 FEET SOUTH OF THE CENTER OF THE CATTLE GUARD, 25 FEET SOUTH-
 BW1816'EAST OF THE CENTER OF THE GRAVEL ROAD, 7 FEET EAST OF A POWER POLE
 BW1816'BEARING TWO TRANSFORMERS AND A GUY WIRE, 10.5 FEET WEST OF THE
 BW1816'BASE OF THE GUY WIRE.
 BW1816'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1816'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1864 ***********************************************************************
 BW1864  HT_MOD      -  This is a Height Modernization Survey Station.
 BW1864  DESIGNATION -  M 337
 BW1864  PID         -  BW1864
 BW1864  STATE/COUNTY-  LA/TENSAS
 BW1864  USGS QUAD   -  WATERPROOF (1994)
 BW1864
 BW1864                         *CURRENT SURVEY CONTROL
 BW1864  ___________________________________________________________________
 BW1864* NAD 83(1992)-  31 45 13.81993(N)    091 24 02.03687(W)     ADJUSTED  
 BW1864* NAVD 88     -        27.18   (meters)      89.2    (feet)  GPS OBS   
 BW1864  ___________________________________________________________________
 BW1864  X           -    -132,683.028 (meters)                     COMP
 BW1864  Y           -  -5,426,851.994 (meters)                     COMP
 BW1864  Z           -   3,337,253.101 (meters)                     COMP
 BW1864  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BW1864  ELLIP HEIGHT-           1.06  (meters)          (06/28/04) GPS OBS
 BW1864  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1864  DYNAMIC HT  -          27.15  (meters)      89.1   (feet)  COMP
 BW1864  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 BW1864
 BW1864  HORZ ORDER  -  B
 BW1864  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1864  ELLP ORDER  -  FOURTH    CLASS II
 BW1864
 BW1864.The horizontal coordinates were established by GPS observations
 BW1864.and adjusted by the National Geodetic Survey in June 2004..
 BW1864
 BW1864.The orthometric height was determined by GPS observations and a
 BW1864.high-resolution geoid model using precise GPS observation and
 BW1864.processing techniques. It supersedes the leveled height previously
 BW1864.determined for this station.
 BW1864.WARNING-GPS observations at this control monument resulted in a GPS
 BW1864.derived orthometric height which differed from the leveled height by
 BW1864.more than one decimeter (0.1 meter).
 BW1864.The vertical order pertains to the first NAVD 88 superseded value.
 BW1864
 BW1864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1864
 BW1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1864
 BW1864.The ellipsoidal height was determined by GPS observations
 BW1864.and is referenced to NAD 83.
 BW1864
 BW1864.The geoid height was determined by GEOID03.
 BW1864
 BW1864.The dynamic height is computed by dividing the NAVD 88
 BW1864.geopotential number by the normal gravity value computed on the
 BW1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1864.degrees latitude (g = 980.6199 gals.).
 BW1864
 BW1864.The modeled gravity was interpolated from observed gravity values.
 BW1864
 BW1864;                    North         East     Units Scale Factor Converg.
 BW1864;SPC LA N     -   139,547.569 1,104,155.347   MT  0.99991881   +0 34 52.6
 BW1864;SPC LA N     -   457,832.32  3,622,549.67   sFT  0.99991881   +0 34 52.6
 BW1864;UTM  15      - 3,514,264.043   651,486.183   MT  0.99988303   +0 50 30.8
 BW1864
 BW1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1864!SPC LA N     -   0.99999983  x   0.99991881  =   0.99991864
 BW1864!UTM  15      -   0.99999983  x   0.99988303  =   0.99988286
 BW1864
 BW1864                          SUPERSEDED SURVEY CONTROL
 BW1864
 BW1864  NAVD 88 (02/14/94)   27.293  (m)           89.54   (f) ADJUSTED    1 2
 BW1864  NAVD 88 (06/15/91)   27.307  (m)           89.59   (f) UNKNOWN     1 2
 BW1864  NGVD 29 (??/??/??)   27.300  (m)           89.57   (f) ADJUSTED    1 2
 BW1864
 BW1864.Superseded values are not recommended for survey control.
 BW1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1864.See file dsdata.txt to determine how the superseded data were derived.
 BW1864
 BW1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR5148614264(NAD 83)
 BW1864_MARKER: DB = BENCH MARK DISK
 BW1864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1864_SP_SET: STAINLESS STEEL ROD
 BW1864_STAMPING: M 337 1979
 BW1864_PROJECTION: RECESSED 5 CENTIMETERS
 BW1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1864+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW1864_ROD/PIPE-DEPTH: 9.14 meters
 BW1864
 BW1864  HISTORY     - Date     Condition        Report By
 BW1864  HISTORY     - 1979     MONUMENTED       NGS
 BW1864  HISTORY     - 2003     GOOD             PYBURN
 BW1864
 BW1864                          STATION DESCRIPTION
 BW1864
 BW1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1864'3.8 MI SOUTH FROM WATERPROOF.
 BW1864'3.8 MILES SOUTH ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM THE
 BW1864'WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, 5.5 MILES
 BW1864'NORTH ALONG STATE HIGHWAY 901 FROM LAKE ST JOHN, TO A CATTLE GUARD
 BW1864'AND THE MARK, SET IN THE FENCE LINE ON THE WEST SIDE OF THE CATTLE
 BW1864'GUARD, 16.5 FEET WEST OF THE CENTER OF THE CATTLE GUARD, 10 FEET
 BW1864'WEST OF THE EAST FENCE POST AT THE WEST SIDE OF THE CATTLE GUARD,
 BW1864'1.5 FEET SOUTH OF THE BARB WIRE FENCE.
 BW1864'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BW1864'THE MARK IS 1 FT BELOW ROAD.
 BW1864
 BW1864                          STATION RECOVERY (2003)
 BW1864
 BW1864'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW1864'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2298 ***********************************************************************
 CP2298  DESIGNATION -  M 338
 CP2298  PID         -  CP2298
 CP2298  STATE/COUNTY-  LA/TENSAS
 CP2298  USGS QUAD   -  SOMERSET (1994)
 CP2298
 CP2298                         *CURRENT SURVEY CONTROL
 CP2298  ___________________________________________________________________
 CP2298* NAD 83(1986)-  32 13 06.     (N)    091 08 10.     (W)     SCALED    
 CP2298* NAVD 88     -        32.126  (meters)     105.40   (feet)  ADJUSTED  
 CP2298  ___________________________________________________________________
 CP2298  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP2298  DYNAMIC HT  -          32.089 (meters)     105.28  (feet)  COMP
 CP2298  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CP2298
 CP2298  VERT ORDER  -  FIRST     CLASS II
 CP2298
 CP2298.The horizontal coordinates were scaled from a topographic map and have
 CP2298.an estimated accuracy of +/- 6 seconds.
 CP2298
 CP2298.The orthometric height was determined by differential leveling
 CP2298.and adjusted by the National Geodetic Survey in February 1994..
 CP2298
 CP2298.The geoid height was determined by GEOID03.
 CP2298
 CP2298.The dynamic height is computed by dividing the NAVD 88
 CP2298.geopotential number by the normal gravity value computed on the
 CP2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2298.degrees latitude (g = 980.6199 gals.).
 CP2298
 CP2298.The modeled gravity was interpolated from observed gravity values.
 CP2298
 CP2298;                    North         East    Units  Estimated Accuracy
 CP2298;SPC LA N     -   191,330.    1,128,560.      MT  (+/- 180 meters Scaled)
 CP2298
 CP2298                          SUPERSEDED SURVEY CONTROL
 CP2298
 CP2298  NAVD 88 (06/15/91)   32.130  (m)          105.41   (f) UNKNOWN     1 2
 CP2298  NGVD 29 (??/??/??)   32.152  (m)          105.49   (f) ADJUSTED    1 2
 CP2298
 CP2298.Superseded values are not recommended for survey control.
 CP2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2298.See file dsdata.txt to determine how the superseded data were derived.
 CP2298
 CP2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR756661(NAD 83)
 CP2298_MARKER: DB = BENCH MARK DISK
 CP2298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2298_SP_SET: STAINLESS STEEL ROD
 CP2298_STAMPING: M 338 1979
 CP2298_PROJECTION: RECESSED 5 CENTIMETERS
 CP2298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2298_ROD/PIPE-DEPTH: 9.14 meters
 CP2298
 CP2298  HISTORY     - Date     Condition        Report By
 CP2298  HISTORY     - 1979     MONUMENTED       NGS
 CP2298
 CP2298                          STATION DESCRIPTION
 CP2298
 CP2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2298'17.8 MI SW FROM DELTA.
 CP2298'17.8 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2298'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA TO A CATTLE GUARD AND
 CP2298'THE MARK ON THE RIGHT, 0.2 MILE NORTHEAST OF LEVEE STATION MARKER
 CP2298'4400, 0.15 MILES SOUTHEAST OF A SINGLE STORY GRAY FARM HOUSE WITH
 CP2298'METAL ROOF BARN IN FRONT OF IT, 0.1 MILE SOUTHWEST OF A POWER LINE
 CP2298'CROSSING THE LEVEE, 11 FEET NORTHWEST OF THE CENTER OF THE CATTLE
 CP2298'GUARD AND ROAD, 2 FEET WEST OF THE SOUTHEAST FENCE POST OF THE CATTLE
 CP2298'GUARD, AND 1 FOOT SOUTHWEST OF THE BARB WIRE FENCE.
 CP2298'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CP2298'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2047 ***********************************************************************
 CQ2047  DESIGNATION -  M 37
 CQ2047  PID         -  CQ2047
 CQ2047  STATE/COUNTY-  LA/BOSSIER
 CQ2047  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2047
 CQ2047                         *CURRENT SURVEY CONTROL
 CQ2047  ___________________________________________________________________
 CQ2047* NAD 83(1986)-  32 54 19.     (N)    093 39 22.     (W)     SCALED    
 CQ2047* NAVD 88     -        90.934  (meters)     298.34   (feet)  ADJUSTED  
 CQ2047  ___________________________________________________________________
 CQ2047  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CQ2047  DYNAMIC HT  -          90.834 (meters)     298.01  (feet)  COMP
 CQ2047  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CQ2047
 CQ2047  VERT ORDER  -  SECOND    CLASS 0
 CQ2047
 CQ2047.The horizontal coordinates were scaled from a topographic map and have
 CQ2047.an estimated accuracy of +/- 6 seconds.
 CQ2047
 CQ2047.The orthometric height was determined by differential leveling
 CQ2047.and adjusted by the National Geodetic Survey in June 1991..
 CQ2047
 CQ2047.The geoid height was determined by GEOID03.
 CQ2047
 CQ2047.The dynamic height is computed by dividing the NAVD 88
 CQ2047.geopotential number by the normal gravity value computed on the
 CQ2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2047.degrees latitude (g = 980.6199 gals.).
 CQ2047
 CQ2047.The modeled gravity was interpolated from observed gravity values.
 CQ2047
 CQ2047;                    North         East    Units  Estimated Accuracy
 CQ2047;SPC LA N     -   267,280.      891,840.      MT  (+/- 180 meters Scaled)
 CQ2047
 CQ2047                          SUPERSEDED SURVEY CONTROL
 CQ2047
 CQ2047  NGVD 29 (??/??/??)   90.999  (m)          298.55   (f) ADJUSTED    2 0
 CQ2047
 CQ2047.Superseded values are not recommended for survey control.
 CQ2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2047.See file dsdata.txt to determine how the superseded data were derived.
 CQ2047
 CQ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS386409(NAD 83)
 CQ2047_MARKER: DB = BENCH MARK DISK
 CQ2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2047_STAMPING: M 37 1934
 CQ2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2047+STABILITY: SURFACE MOTION
 CQ2047
 CQ2047  HISTORY     - Date     Condition        Report By
 CQ2047  HISTORY     - 1934     MONUMENTED       CGS
 CQ2047  HISTORY     - 1955     MARK NOT FOUND   CGS
 CQ2047  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ2047
 CQ2047                          STATION DESCRIPTION
 CQ2047
 CQ2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ2047'2.7 MI E FROM PLAIN DEALING.
 CQ2047'2.7 MILES EAST ALONG STATE HIGHWAY 70 FROM PLAIN DEALING, BOSSIER
 CQ2047'PARISH, AT A T-FENCE MIDWAY UP A HILL, 97 FEET WEST OF A FARMHOUSE,
 CQ2047'ABOUT 13 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND AT THE
 CQ2047'NORTH EDGE OF A FENCE.  A STANDARD DISK, STAMPED M 37 1934 AND SET IN
 CQ2047'THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY WAS WIDENED.
 CQ2047
 CQ2047                          STATION RECOVERY (2002)
 CQ2047
 CQ2047'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1803 ***********************************************************************
 BH1803  DESIGNATION -  M 374
 BH1803  PID         -  BH1803
 BH1803  STATE/COUNTY-  LA/ORLEANS
 BH1803  USGS QUAD   -  LITTLE WOODS (1994)
 BH1803
 BH1803                         *CURRENT SURVEY CONTROL
 BH1803  ___________________________________________________________________
 BH1803* NAD 83(1992)-  30 00 52.12747(N)    089 59 17.02550(W)     ADJUSTED  
 BH1803* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 BH1803  **This station is located in a subsidence area (see below).
 BH1803  ___________________________________________________________________
 BH1803  X           -       1,151.620 (meters)                     COMP
 BH1803  Y           -  -5,527,431.283 (meters)                     COMP
 BH1803  Z           -   3,171,750.721 (meters)                     COMP
 BH1803  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BH1803  ELLIP HEIGHT-         -25.98  (meters)          (01/21/03) GPS OBS
 BH1803  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BH1803  DYNAMIC HT  -           0.3   (meters)       1.    (feet)  COMP
 BH1803  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 BH1803
 BH1803  HORZ ORDER  -  FIRST
 BH1803  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1803  ELLP ORDER  -  FOURTH    CLASS II
 BH1803
 BH1803.The horizontal coordinates were established by GPS observations
 BH1803.and adjusted by the National Geodetic Survey in May 1994..
 BH1803
 BH1803 ** The orthometric height has not been validated since last determined
 BH1803 ** by differential leveling and should not be used for control purposes.
 BH1803 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1803 ** area with valid NAVD 88 orthometric heights.
 BH1803 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1803 ** epoch indicated which incorporates improved geoid heights for the
 BH1803 ** Southern Louisiana Subsidence area.
 BH1803 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1803.The orthometric height was scaled from a topographic map.
 BH1803.The vertical order pertains to the first NAVD 88 superseded value.
 BH1803
 BH1803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1803
 BH1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1803
 BH1803.The ellipsoidal height was determined by GPS observations
 BH1803.and is referenced to NAD 83.
 BH1803
 BH1803.The geoid height was determined by GEOID03.
 BH1803
 BH1803.The dynamic height is computed by dividing the NAVD 88
 BH1803.geopotential number by the normal gravity value computed on the
 BH1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1803.degrees latitude (g = 980.6199 gals.).
 BH1803
 BH1803.The modeled gravity was interpolated from observed gravity values.
 BH1803
 BH1803;                    North         East     Units Scale Factor Converg.
 BH1803;SPC LA S     -   168,633.173 1,129,768.703   MT  0.99992577   +0 40 21.5
 BH1803;SPC LA S     -   553,257.34  3,706,582.82   sFT  0.99992577   +0 40 21.5
 BH1803;UTM  16      - 3,324,151.359   211,784.384   MT  1.00062500   -1 29 44.6
 BH1803;UTM  15      - 3,324,211.758   790,519.532   MT  1.00064146   +1 30 27.7
 BH1803
 BH1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1803!SPC LA S     -   1.00000408  x   0.99992577  =   0.99992985
 BH1803!UTM  16      -   1.00000408  x   1.00062500  =   1.00062908
 BH1803!UTM  15      -   1.00000408  x   1.00064146  =   1.00064554
 BH1803
 BH1803                          SUPERSEDED SURVEY CONTROL
 BH1803
 BH1803  NAD 83(1992)-  30 00 52.12747(N)    089 59 17.02550(W) AD(       ) 1
 BH1803  ELLIP H (01/21/93)  -25.96   (m)                       GP(       ) 4 2
 BH1803  NAD 83(1986)-  30 00 52.14363(N)    089 59 17.02314(W) AD(       ) 1
 BH1803  NAVD 88 (02/14/94)    0.353  (m)            1.16   (f) UNKNOWN     1 1
 BH1803  NAVD 88 (06/15/91)    0.405  (m)            1.33   (f) UNKNOWN     1 1
 BH1803  NGVD 29 (05/21/91)    0.413  (m)            1.35   (f) ADJUSTED    1 1
 BH1803
 BH1803.Superseded values are not recommended for survey control.
 BH1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1803.See file dsdata.txt to determine how the superseded data were derived.
 BH1803
 BH1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1178424151(NAD 83)
 BH1803_MARKER: I = METAL ROD
 BH1803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH1803_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BH1803_STAMPING: M 374 1985
 BH1803_MARK LOGO: NGS   
 BH1803_PROJECTION: RECESSED 10 CENTIMETERS
 BH1803_MAGNETIC: I = MARKER IS A STEEL ROD
 BH1803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1803+STABILITY: POSITION/ELEVATION WELL
 BH1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1803+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 BH1803_ROD/PIPE-DEPTH: 23.0 meters
 BH1803_SLEEVE-DEPTH  : 18.2 meters
 BH1803
 BH1803  HISTORY     - Date     Condition        Report By
 BH1803  HISTORY     - 1985     MONUMENTED       NGS
 BH1803  HISTORY     - 19880920 GOOD             LADTD
 BH1803  HISTORY     - 19890123 GOOD
 BH1803  HISTORY     - 19901019 GOOD             NGS
 BH1803  HISTORY     - 19941024 GOOD             NGS
 BH1803  HISTORY     - 20060422 GOOD             NGS
 BH1803
 BH1803                          STATION DESCRIPTION
 BH1803
 BH1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BH1803'IN NEW ORLEANS.
 BH1803'THE MARK IS 0.1 M ABOVE HIGHWAY.
 BH1803'IN NEW ORLEANS, AT THE JUNCTION OF U.S. HIGHWAY 90 AND CROWDER
 BH1803'BOULEVARD, IN THE MEDIAN OF THE BOULEVARD, 12.04 METERS (39.5 FT)
 BH1803'NORTH OF THE NORTH CURB OF THE HIGHWAY, 12.07 METERS (39.6 FT) WEST OF
 BH1803'THE WEST CURB OF THE NORTH BOUND LANE OF CROWDER, 7.32 METERS
 BH1803'(24.0 FT) NORTH OF A TRAFFIC CONTROL BOX.  NOTE--ACCESS TO THE MARK IS
 BH1803'THROUGH A 5 INCH LOGO CAP.
 BH1803
 BH1803                          STATION RECOVERY (1988)
 BH1803
 BH1803'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1803'THE STATION IS LOCATED IN THE EASTERN PART OF NEW ORLEANS AT THE
 BH1803'JUNCTION OF U S HIGHWAY 90 AND CROWDER BLVD IN THE MEDIAN OF CROWDER
 BH1803'BLVD.  OWNERSHIP--CITY OF NEW ORLEANS.
 BH1803'THE STATION IS 12.07 M (39.6 FT) WEST OF THE WEST CURB OF THE NORTH
 BH1803'BOUND LANE OF CROWDER BLVD, 12.04 M (39.5 FT) NORTH OF THE NORTH CURB
 BH1803'OF THE HIGHWAY AND 7.32 M (24.0 FT) NORTH OF A TRAFFIC SIGNAL CONTROL
 BH1803'BOX.  ACCESS IS THROUGH A LOGO CAP FLUSH WITH THE GROUND.
 BH1803
 BH1803                          STATION RECOVERY (1989)
 BH1803
 BH1803'RECOVERED 1989
 BH1803'RECOVERED IN GOOD CONDITION.
 BH1803
 BH1803                          STATION RECOVERY (1990)
 BH1803
 BH1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1803'IN NEW ORLEANS, AT THE INTERSECTION OF U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1803'HIGHWAY) AND CROWDER BOULEVARD, IN THE MEDIAN OF THE BOULEVARD, 12.0
 BH1803'M (39.4 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 12.0 M (39.4 FT)
 BH1803'WEST OF THE WEST CURB OF THE NORTHBOUND LANES OF THE BOULEVARD, AND
 BH1803'7.3 M (24.0 FT) NORTH OF A TRAFFIC CONTROL BOX.  NOTE--ACCESS TO THE
 BH1803'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH1803
 BH1803                          STATION RECOVERY (1994)
 BH1803
 BH1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1803'IN NEW ORLEANS, AT THE INTERSECTION OF U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1803'HIGHWAY) AND CROWDER BOULEVARD, IN THE MEDIAN OF THE BOULEVARD, 12.0 M
 BH1803'(39.4 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 12.0 M (39.4 FT)
 BH1803'WEST OF THE WEST CURB OF THE NORTHBOUND LANES OF THE BOULEVARD, 7.3 M
 BH1803'(24.0 FT) NORTH OF THE NORTH END OF A TRAFFIC SIGNAL CONTROL BOX, AND
 BH1803'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 BH1803'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH1803
 BH1803                          STATION RECOVERY (2006)
 BH1803
 BH1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1803'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3696 ***********************************************************************
 BJ3696  DESIGNATION -  M 378
 BJ3696  PID         -  BJ3696
 BJ3696  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ3696  USGS QUAD   -  WALLS (1994)
 BJ3696
 BJ3696                         *CURRENT SURVEY CONTROL
 BJ3696  ___________________________________________________________________
 BJ3696* NAD 83(1986)-  30 31 19.     (N)    091 22 23.     (W)     SCALED    
 BJ3696* NAVD 88     -         6.633  (meters)      21.76   (feet)  ADJUSTED  
 BJ3696  ___________________________________________________________________
 BJ3696  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3696  DYNAMIC HT  -           6.624 (meters)      21.73  (feet)  COMP
 BJ3696  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ3696
 BJ3696  VERT ORDER  -  FIRST     CLASS II
 BJ3696
 BJ3696.The horizontal coordinates were scaled from a topographic map and have
 BJ3696.an estimated accuracy of +/- 6 seconds.
 BJ3696
 BJ3696.The orthometric height was determined by differential leveling
 BJ3696.and adjusted by the National Geodetic Survey in February 1994..
 BJ3696
 BJ3696.The geoid height was determined by GEOID03.
 BJ3696
 BJ3696.The dynamic height is computed by dividing the NAVD 88
 BJ3696.geopotential number by the normal gravity value computed on the
 BJ3696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3696.degrees latitude (g = 980.6199 gals.).
 BJ3696
 BJ3696.The modeled gravity was interpolated from observed gravity values.
 BJ3696
 BJ3696;                    North         East    Units  Estimated Accuracy
 BJ3696;SPC LA S     -   224,130.      996,190.      MT  (+/- 180 meters Scaled)
 BJ3696
 BJ3696                          SUPERSEDED SURVEY CONTROL
 BJ3696
 BJ3696.No superseded survey control is available for this station.
 BJ3696
 BJ3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP560777(NAD 83)
 BJ3696_MARKER: DB = BENCH MARK DISK
 BJ3696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ3696_SP_SET: RETAINING WALL
 BJ3696_STAMPING: M 378 1986
 BJ3696_MARK LOGO: NGS   
 BJ3696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3696+STABILITY: SURFACE MOTION
 BJ3696
 BJ3696  HISTORY     - Date     Condition        Report By
 BJ3696  HISTORY     - 1986     MONUMENTED       NGS
 BJ3696
 BJ3696                          STATION DESCRIPTION
 BJ3696
 BJ3696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3696'3.5 KM (2.2 MI) SE FROM ERWINVILLE.
 BJ3696'3.5 KM (2.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3696'STATE HIGHWAY 413 IN ERWINVILLE TO THE MARK ON THE LEFT, IN TOP OF THE
 BJ3696'NORTHWEST END OF THE NORTHEAST RETAINING WALL AND CURBING OVER THE
 BJ3696'ABUTMENT OF A HIGHWAY BRIDGE.  IT IS 6.10 METERS (20.0 FT) NORTHEAST
 BJ3696'OF THE CENTERLINE OF THE HIGHWAYAND 0.30 METERS (1.0 FT) SOUTHEAST OF
 BJ3696'THE NORTHWEST END OF THE BRIDGE.
 BJ3696'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1632 ***********************************************************************
 CQ1632  DESIGNATION -  M 38
 CQ1632  PID         -  CQ1632
 CQ1632  STATE/COUNTY-  LA/BIENVILLE
 CQ1632  USGS QUAD   -  ASHLAND (1986)
 CQ1632
 CQ1632                         *CURRENT SURVEY CONTROL
 CQ1632  ___________________________________________________________________
 CQ1632* NAD 83(1986)-  32 11 02.     (N)    093 06 07.     (W)     SCALED    
 CQ1632* NAVD 88     -        63.56   (+/-2cm)     208.5    (feet)  VERTCON   
 CQ1632  ___________________________________________________________________
 CQ1632  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1632
 CQ1632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1632
 CQ1632.The horizontal coordinates were scaled from a topographic map and have
 CQ1632.an estimated accuracy of +/- 6 seconds.
 CQ1632
 CQ1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1632.The vertical order pertains to the NGVD 29 superseded value.
 CQ1632
 CQ1632.The geoid height was determined by GEOID03.
 CQ1632
 CQ1632;                    North         East    Units  Estimated Accuracy
 CQ1632;SPC LA N     -   186,860.      943,240.      MT  (+/- 180 meters Scaled)
 CQ1632
 CQ1632                          SUPERSEDED SURVEY CONTROL
 CQ1632
 CQ1632  NGVD 29 (??/??/??)   63.609  (m)          208.69   (f) ADJUSTED    2 0
 CQ1632
 CQ1632.Superseded values are not recommended for survey control.
 CQ1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1632.See file dsdata.txt to determine how the superseded data were derived.
 CQ1632
 CQ1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR903608(NAD 83)
 CQ1632_MARKER: DB = BENCH MARK DISK
 CQ1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1632_STAMPING: M 38 1934
 CQ1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1632+STABILITY: SURFACE MOTION
 CQ1632
 CQ1632  HISTORY     - Date     Condition        Report By
 CQ1632  HISTORY     - 1934     MONUMENTED       CGS
 CQ1632  HISTORY     - 1943     GOOD             LOCSUR
 CQ1632  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1632
 CQ1632                          STATION DESCRIPTION
 CQ1632
 CQ1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1632'2.9 MI N FROM ASHLAND.
 CQ1632'IN BIENVILLE PARISH, ABOUT 2.9 MILES NORTH ALONG THE LOUISIANA AND
 CQ1632'ARKANSAS RAILWAY FROM THE STATION AT ASHLAND, NATCHITOCHES PARISH,
 CQ1632'OPPOSITE MILEAGE 111.15, ABOUT 18 YARDS NORTHEAST OF A ROAD CROSSING,
 CQ1632'ABOUT 14 YARDS EAST OF THE TRACK, AND 10 FEET NORTHWEST OF A
 CQ1632'STOP-SIGN.  A STANDARD DISK, STAMPED M 38 1934 AND SET IN THE TOP OF A
 CQ1632'CONCRETE POST.
 CQ1632
 CQ1632                          STATION RECOVERY (1943)
 CQ1632
 CQ1632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1632'RECOVERED IN GOOD CONDITION.
 CQ1632
 CQ1632                          STATION RECOVERY (1982)
 CQ1632
 CQ1632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5355 ***********************************************************************
 BJ5355  DESIGNATION -  M 388
 BJ5355  PID         -  BJ5355
 BJ5355  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ5355  USGS QUAD   -  MANCHAC (1979)
 BJ5355
 BJ5355                         *CURRENT SURVEY CONTROL
 BJ5355  ___________________________________________________________________
 BJ5355* NAD 83(1986)-  30 15 56.     (N)    090 23 52.     (W)     SCALED    
 BJ5355* NAVD 88     -         1.086  (meters)       3.56   (feet)  ADJUSTED  
 BJ5355  ___________________________________________________________________
 BJ5355  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BJ5355  DYNAMIC HT  -           1.085 (meters)       3.56  (feet)  COMP
 BJ5355  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 BJ5355
 BJ5355  VERT ORDER  -  FIRST     CLASS II
 BJ5355
 BJ5355.The horizontal coordinates were scaled from a topographic map and have
 BJ5355.an estimated accuracy of +/- 6 seconds.
 BJ5355
 BJ5355.The orthometric height was determined by differential leveling
 BJ5355.and adjusted by the National Geodetic Survey in February 1994..
 BJ5355
 BJ5355.The geoid height was determined by GEOID03.
 BJ5355
 BJ5355.The dynamic height is computed by dividing the NAVD 88
 BJ5355.geopotential number by the normal gravity value computed on the
 BJ5355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5355.degrees latitude (g = 980.6199 gals.).
 BJ5355
 BJ5355.The modeled gravity was interpolated from observed gravity values.
 BJ5355
 BJ5355;                    North         East    Units  Estimated Accuracy
 BJ5355;SPC LA S     -   196,070.    1,090,020.      MT  (+/- 180 meters Scaled)
 BJ5355
 BJ5355                          SUPERSEDED SURVEY CONTROL
 BJ5355
 BJ5355.No superseded survey control is available for this station.
 BJ5355
 BJ5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP503510(NAD 83)
 BJ5355_MARKER: I = METAL ROD
 BJ5355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ5355_SP_SET: STAINLESS STEEL ROD
 BJ5355_STAMPING: M 388 1992
 BJ5355_MARK LOGO: NGS   
 BJ5355_PROJECTION: FLUSH
 BJ5355_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ5355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5355+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BJ5355_ROD/PIPE-DEPTH: 13.4 meters
 BJ5355
 BJ5355  HISTORY     - Date     Condition        Report By
 BJ5355  HISTORY     - 1992     MONUMENTED       NGS
 BJ5355
 BJ5355                          STATION DESCRIPTION
 BJ5355
 BJ5355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BJ5355'18.3 KM (11.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ5355'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, THENCE 0.1 KM
 BJ5355'(0.05 MI) WESTERLY ALONG A GRAVELED ROAD, THENCE 1.4 KM (0.85 MI)
 BJ5355'SOUTHERLY ALONG U.S. HIGHWAY 51, 39.2 M (128.6 FT) SOUTH OF THE
 BJ5355'EXTENDED CENTER OF A TRACK ROAD, 16.8 M (55.1 FT) EAST OF THE HIGHWAY
 BJ5355'CENTERLINE, 4.5 M (14.8 FT) WEST OF THE CENTER OF AN ABANDONED ROAD,
 BJ5355'0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 BJ5355'NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 BJ5355'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6378 ***********************************************************************
 AH6378  DESIGNATION -  M 4
 AH6378  PID         -  AH6378
 AH6378  STATE/COUNTY-  LA/TERREBONNE
 AH6378  USGS QUAD   -  MONTEGUT (1994)
 AH6378
 AH6378                         *CURRENT SURVEY CONTROL
 AH6378  ___________________________________________________________________
 AH6378* NAD 83(1992)-  29 27 32.67632(N)    090 33 45.62182(W)     ADJUSTED  
 AH6378* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6378  **This station is located in a subsidence area (see below).
 AH6378  ___________________________________________________________________
 AH6378  X           -     -54,581.132 (meters)                     COMP
 AH6378  Y           -  -5,557,703.157 (meters)                     COMP
 AH6378  Z           -   3,118,294.622 (meters)                     COMP
 AH6378  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6378  ELLIP HEIGHT-         -22.99  (meters)          (02/21/02) GPS OBS
 AH6378  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH6378
 AH6378  HORZ ORDER  -  FIRST
 AH6378  ELLP ORDER  -  FIFTH     CLASS I
 AH6378
 AH6378.The horizontal coordinates were established by GPS observations
 AH6378.and adjusted by the National Geodetic Survey in December 1998..
 AH6378
 AH6378 ** The orthometric height has not been validated since last determined
 AH6378 ** by differential leveling and should not be used for control purposes.
 AH6378 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6378 ** area with valid NAVD 88 orthometric heights.
 AH6378 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6378 ** epoch indicated which incorporates improved geoid heights for the
 AH6378 ** Southern Louisiana Subsidence area.
 AH6378 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6378.The orthometric height was determined by GPS observations and a
 AH6378.high-resolution geoid model.
 AH6378
 AH6378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6378
 AH6378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6378
 AH6378.The ellipsoidal height was determined by GPS observations
 AH6378.and is referenced to NAD 83.
 AH6378
 AH6378.The geoid height was determined by GEOID03.
 AH6378
 AH6378;                    North         East     Units Scale Factor Converg.
 AH6378;SPC LA S     -   106,561.152 1,074,755.326   MT  0.99997014   +0 23 07.2
 AH6378;SPC LA S     -   349,609.38  3,526,093.10   sFT  0.99997014   +0 23 07.2
 AH6378;UTM  15      - 3,261,322.684   736,376.031   MT  1.00028948   +1 11 57.3
 AH6378
 AH6378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6378!SPC LA S     -   1.00000361  x   0.99997014  =   0.99997375
 AH6378!UTM  15      -   1.00000361  x   1.00028948  =   1.00029309
 AH6378
 AH6378                          SUPERSEDED SURVEY CONTROL
 AH6378
 AH6378  ELLIP H (12/17/98)  -22.96   (m)                       GP(       ) 4 2
 AH6378
 AH6378.Superseded values are not recommended for survey control.
 AH6378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6378.See file dsdata.txt to determine how the superseded data were derived.
 AH6378
 AH6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3637661323(NAD 83)
 AH6378_MARKER: DD = SURVEY DISK
 AH6378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6378_STAMPING: M-4 1993
 AH6378_MARK LOGO: TPCG  
 AH6378_PROJECTION: FLUSH
 AH6378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6378+STABILITY: SURFACE MOTION
 AH6378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6378+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6378
 AH6378  HISTORY     - Date     Condition        Report By
 AH6378  HISTORY     - 1993     MONUMENTED       GSENG
 AH6378
 AH6378                          STATION DESCRIPTION
 AH6378
 AH6378'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6378'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6378'OF LA. HIGHWAY 55, (TOWNSHIP 19 SOUTH RANGE 19 EAST SECTION 1).
 AH6378'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6378'THE GROUND. MONUMENT IS ABOUT 300 FT (91.4 M) SOUTH OF THE DUGAS
 AH6378'CEMETERY, 17.95 FT (5.47 M) WEST OF THE CENTERLINE OF LA. HIGHWAY 55,
 AH6378'144.90 FT (44.17 M) NORTH OF A NAIL/BOTTLE CAP IN A LIGHT POLE, 26.20
 AH6378'FT (7.99 M) SOUTH OF THE CENTERLINE OF THE WEST HEADWALL OF A CROSS
 AH6378'DRAIN UNDER LA. HIGHWAY 55, 42.32 FT (12.90 M) WEST OF THE CENTERLINE
 AH6378'OF THE EAST HEADWALL OF A CROSS DRAIN UNDER LA. HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6375 ***********************************************************************
 AH6375  DESIGNATION -  M 4 AZ MK
 AH6375  PID         -  AH6375
 AH6375  STATE/COUNTY-  LA/TERREBONNE
 AH6375  USGS QUAD   -  MONTEGUT (1994)
 AH6375
 AH6375                         *CURRENT SURVEY CONTROL
 AH6375  ___________________________________________________________________
 AH6375* NAD 83(1992)-  29 27 10.02007(N)    090 33 49.99459(W)     ADJUSTED  
 AH6375* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6375  **This station is located in a subsidence area (see below).
 AH6375  ___________________________________________________________________
 AH6375  X           -     -54,702.326 (meters)                     COMP
 AH6375  Y           -  -5,558,044.514 (meters)                     COMP
 AH6375  Z           -   3,117,686.930 (meters)                     COMP
 AH6375  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6375  ELLIP HEIGHT-         -23.57  (meters)          (02/21/02) GPS OBS
 AH6375  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AH6375
 AH6375  HORZ ORDER  -  FIRST
 AH6375  ELLP ORDER  -  FIFTH     CLASS I
 AH6375
 AH6375.The horizontal coordinates were established by GPS observations
 AH6375.and adjusted by the National Geodetic Survey in December 1998..
 AH6375
 AH6375 ** The orthometric height has not been validated since last determined
 AH6375 ** by differential leveling and should not be used for control purposes.
 AH6375 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6375 ** area with valid NAVD 88 orthometric heights.
 AH6375 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6375 ** epoch indicated which incorporates improved geoid heights for the
 AH6375 ** Southern Louisiana Subsidence area.
 AH6375 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6375.The orthometric height was determined by GPS observations and a
 AH6375.high-resolution geoid model.
 AH6375
 AH6375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6375
 AH6375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6375
 AH6375.The ellipsoidal height was determined by GPS observations
 AH6375.and is referenced to NAD 83.
 AH6375
 AH6375.The geoid height was determined by GEOID03.
 AH6375
 AH6375;                    North         East     Units Scale Factor Converg.
 AH6375;SPC LA S     -   105,862.815 1,074,642.188   MT  0.99997118   +0 23 05.0
 AH6375;SPC LA S     -   347,318.25  3,525,721.91   sFT  0.99997118   +0 23 05.0
 AH6375;UTM  15      - 3,260,622.587   736,272.790   MT  1.00028888   +1 11 54.3
 AH6375
 AH6375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6375!SPC LA S     -   1.00000370  x   0.99997118  =   0.99997488
 AH6375!UTM  15      -   1.00000370  x   1.00028888  =   1.00029258
 AH6375
 AH6375                          SUPERSEDED SURVEY CONTROL
 AH6375
 AH6375  ELLIP H (12/17/98)  -23.54   (m)                       GP(       ) 4 2
 AH6375
 AH6375.Superseded values are not recommended for survey control.
 AH6375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6375.See file dsdata.txt to determine how the superseded data were derived.
 AH6375
 AH6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3627360623(NAD 83)
 AH6375_MARKER: DD = SURVEY DISK
 AH6375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6375_STAMPING: M-4 AZ MK 1993
 AH6375_MARK LOGO: TPCG  
 AH6375_PROJECTION: FLUSH
 AH6375_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6375+STABILITY: SURFACE MOTION
 AH6375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6375+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6375
 AH6375  HISTORY     - Date     Condition        Report By
 AH6375  HISTORY     - 1993     MONUMENTED       GSENG
 AH6375
 AH6375                          STATION DESCRIPTION
 AH6375
 AH6375'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6375'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6375'OF LA. HIGHWAY 55, (TOWNSHIP 19 SOUTH RANGE 19 EAST SECTION 1).
 AH6375'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6375'THE GROUND. MONUMENT IS ABOUT 0.50 MI (0.80 KM) SOUTH OF THE DUGAS
 AH6375'CEMETERY, 17.30 FT (5.27 M) WEST OF THE CENTERLINE OF LA. HIGHWAY 55,
 AH6375'158.33 FT (48.26 M) SOUTH OF A NAIL/BOTTLE CAP IN A LIGHT POLE, 97.60
 AH6375'FT (29.75 M)  SOUTHWEST OF A NAIL/BOTTLE CAP IN A LIGHT POLE, 54.88 FT
 AH6375'(16.73 M)  NORTH OF A NAIL/BOTTLY CAP IN A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1586 ***********************************************************************
 CQ1586  DESIGNATION -  M 40
 CQ1586  PID         -  CQ1586
 CQ1586  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1586  USGS QUAD   -  MARTIN (1986)
 CQ1586
 CQ1586                         *CURRENT SURVEY CONTROL
 CQ1586  ___________________________________________________________________
 CQ1586* NAD 83(1986)-  32 06 38.     (N)    093 07 59.     (W)     SCALED    
 CQ1586* NAVD 88     -        50.03   (+/-2cm)     164.1    (feet)  VERTCON   
 CQ1586  ___________________________________________________________________
 CQ1586  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ1586
 CQ1586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1586
 CQ1586.The horizontal coordinates were scaled from a topographic map and have
 CQ1586.an estimated accuracy of +/- 6 seconds.
 CQ1586
 CQ1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1586.The vertical order pertains to the NGVD 29 superseded value.
 CQ1586
 CQ1586.The geoid height was determined by GEOID03.
 CQ1586
 CQ1586;                    North         East    Units  Estimated Accuracy
 CQ1586;SPC LA N     -   178,750.      940,260.      MT  (+/- 180 meters Scaled)
 CQ1586
 CQ1586                          SUPERSEDED SURVEY CONTROL
 CQ1586
 CQ1586  NGVD 29 (??/??/??)   50.080  (m)          164.30   (f) ADJUSTED    2 0
 CQ1586
 CQ1586.Superseded values are not recommended for survey control.
 CQ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1586.See file dsdata.txt to determine how the superseded data were derived.
 CQ1586
 CQ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR874526(NAD 83)
 CQ1586_MARKER: DB = BENCH MARK DISK
 CQ1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1586_STAMPING: M 40 1934
 CQ1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1586+STABILITY: SURFACE MOTION
 CQ1586
 CQ1586  HISTORY     - Date     Condition        Report By
 CQ1586  HISTORY     - 1934     MONUMENTED       CGS
 CQ1586  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1586  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1586
 CQ1586                          STATION DESCRIPTION
 CQ1586
 CQ1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1586'3.6 MI SW FROM ASHLAND.
 CQ1586'ABOUT 2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 CQ1586'STATE HIGHWAY 304 AT ASHLAND, NATCHITOCHES PARISH, ABOUT 0.4 MILE WEST
 CQ1586'OF A BRIDGE, ABOUT 110 YARDS SOUTHEAST OF A HOUSE, ABOUT 170 FEET
 CQ1586'SOUTHWEST OF ANOTHER HOUSE, 47 FEET SOUTH OF THE HIGHWAY, AND 3 FEET
 CQ1586'SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED M 40 1934 AND SET
 CQ1586'IN THE TOP OF A CONCRETE POST.
 CQ1586
 CQ1586                          STATION RECOVERY (1957)
 CQ1586
 CQ1586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1586'MARK NOT FOUND.
 CQ1586
 CQ1586                          STATION RECOVERY (1982)
 CQ1586
 CQ1586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1538 ***********************************************************************
 BX1538  DESIGNATION -  M 41
 BX1538  PID         -  BX1538
 BX1538  STATE/COUNTY-  LA/GRANT
 BX1538  USGS QUAD   -  PACKTON (1984)
 BX1538
 BX1538                         *CURRENT SURVEY CONTROL
 BX1538  ___________________________________________________________________
 BX1538* NAD 83(1986)-  31 47 23.     (N)    092 32 28.     (W)     SCALED    
 BX1538* NAVD 88     -        44.53   (+/-2cm)     146.1    (feet)  VERTCON   
 BX1538  ___________________________________________________________________
 BX1538  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1538
 BX1538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1538
 BX1538.The horizontal coordinates were scaled from a topographic map and have
 BX1538.an estimated accuracy of +/- 6 seconds.
 BX1538
 BX1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1538.The vertical order pertains to the NGVD 29 superseded value.
 BX1538
 BX1538.The geoid height was determined by GEOID03.
 BX1538
 BX1538;                    North         East    Units  Estimated Accuracy
 BX1538;SPC LA N     -   143,000.      996,110.      MT  (+/- 180 meters Scaled)
 BX1538
 BX1538                          SUPERSEDED SURVEY CONTROL
 BX1538
 BX1538  NGVD 29 (??/??/??)   44.546  (m)          146.15   (f) ADJUSTED    2 0
 BX1538
 BX1538.Superseded values are not recommended for survey control.
 BX1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1538.See file dsdata.txt to determine how the superseded data were derived.
 BX1538
 BX1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR434172(NAD 83)
 BX1538_MARKER: DB = BENCH MARK DISK
 BX1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1538_SP_SET: CONCRETE POST
 BX1538_STAMPING: M 41 1935
 BX1538_MARK LOGO: CGS   
 BX1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1538+STABILITY: SURFACE MOTION
 BX1538
 BX1538  HISTORY     - Date     Condition        Report By
 BX1538  HISTORY     - 1935     MONUMENTED       CGS
 BX1538  HISTORY     - 19890220 GOOD             LADTD
 BX1538
 BX1538                          STATION DESCRIPTION
 BX1538
 BX1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1538'2.3 MI E FROM PACKTON.
 BX1538'IN GRANT PARISH, ABOUT 2.3 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1538'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, ABOUT 296 FEET WEST
 BX1538'OF MILEPOST 160, ABOUT 187 FEET EAST OF THE CROSSING OF STATE HIGHWAY
 BX1538'108, 59 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 41 FEET NORTH
 BX1538'OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 41 1935 AND SET IN THE TOP
 BX1538'OF A CONCRETE POST.
 BX1538
 BX1538                          STATION RECOVERY (1989)
 BX1538
 BX1538'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX1538'THE STATION IS LOCATED ABOUT 15.9 KM (9.90 MI) WEST OF GEORGETOWN AND
 BX1538'3.7 KM (2.30 MI) EAST OF PACKTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX1538'TRANSPORTATION AND DEVELOPMENT.
 BX1538'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 165 AND
 BX1538'STATE HIGHWAY 500 IN GEORGETOWN, GO WEST FOR 15.9 KM (9.90 MI) ON
 BX1538'HIGHWAY 500 TO THE MARK ON THE RIGHT.
 BX1538'THE STATION IS 57.0 M (187.0 FT) EAST FROM THE CENTER OF STATE HIGHWAY
 BX1538'108, 11.4 M (37.4 FT) NORTH FROM THE CENTER OF HIGHWAY 500 AND 0.3 M
 BX1538'(1.0 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1710 ***********************************************************************
 BW1710  DESIGNATION -  M 42
 BW1710  PID         -  BW1710
 BW1710  STATE/COUNTY-  LA/CATAHOULA
 BW1710  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1710
 BW1710                         *CURRENT SURVEY CONTROL
 BW1710  ___________________________________________________________________
 BW1710* NAD 83(1986)-  31 36 30.     (N)    091 51 20.     (W)     SCALED    
 BW1710* NAVD 88     -        17.25   (+/-2cm)      56.6    (feet)  VERTCON   
 BW1710  ___________________________________________________________________
 BW1710  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1710
 BW1710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1710
 BW1710.The horizontal coordinates were scaled from a topographic map and have
 BW1710.an estimated accuracy of +/- 6 seconds.
 BW1710
 BW1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1710.The vertical order pertains to the NGVD 29 superseded value.
 BW1710
 BW1710.The geoid height was determined by GEOID03.
 BW1710
 BW1710;                    North         East    Units  Estimated Accuracy
 BW1710;SPC LA N     -   123,070.    1,061,150.      MT  (+/- 180 meters Scaled)
 BW1710
 BW1710                          SUPERSEDED SURVEY CONTROL
 BW1710
 BW1710  NGVD 29 (??/??/92)   17.246  (m)           56.58   (f) ADJ UNCH    2 0
 BW1710
 BW1710.Superseded values are not recommended for survey control.
 BW1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1710.See file dsdata.txt to determine how the superseded data were derived.
 BW1710
 BW1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ085975(NAD 83)
 BW1710_MARKER: DB = BENCH MARK DISK
 BW1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1710_STAMPING: M 42 1935
 BW1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1710+STABILITY: SURFACE MOTION
 BW1710
 BW1710  HISTORY     - Date     Condition        Report By
 BW1710  HISTORY     - 1935     MONUMENTED       CGS
 BW1710  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1710
 BW1710                          STATION DESCRIPTION
 BW1710
 BW1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BW1710'2.5 MI W FROM JONESVILLE.
 BW1710'2.5 MI W OF STATION ALONG THE L AND A R R.  79 FEET N OF CENTER OF
 BW1710'TRACK.  76 FEET W OF CROSSING.  60 FEET S OF STATE HIGHWAY NO. 6. 186
 BW1710'YARDS NW OF MILEPOST 207.  168 FEET S OF A HOUSE.
 BW1710
 BW1710                          STATION RECOVERY (1966)
 BW1710
 BW1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1960 ***********************************************************************
 BX1960  DESIGNATION -  M 43
 BX1960  PID         -  BX1960
 BX1960  STATE/COUNTY-  LA/VERNON
 BX1960  USGS QUAD   -  WIERGATE SE (1985)
 BX1960
 BX1960                         *CURRENT SURVEY CONTROL
 BX1960  ___________________________________________________________________
 BX1960* NAD 83(1986)-  31 03 51.     (N)    093 31 06.     (W)     SCALED    
 BX1960* NAVD 88     -        30.77   (+/-2cm)     101.0    (feet)  VERTCON   
 BX1960  ___________________________________________________________________
 BX1960  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BX1960
 BX1960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1960
 BX1960.The horizontal coordinates were scaled from a topographic map and have
 BX1960.an estimated accuracy of +/- 6 seconds.
 BX1960
 BX1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1960.The vertical order pertains to the NGVD 29 superseded value.
 BX1960
 BX1960.The geoid height was determined by GEOID03.
 BX1960
 BX1960;                    North         East    Units  Estimated Accuracy
 BX1960;SPC LA N     -    63,010.      902,810.      MT  (+/- 180 meters Scaled)
 BX1960
 BX1960                          SUPERSEDED SURVEY CONTROL
 BX1960
 BX1960  NGVD 29 (??/??/??)   30.862  (m)          101.25   (f) ADJUSTED    2 0
 BX1960
 BX1960.Superseded values are not recommended for survey control.
 BX1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1960.See file dsdata.txt to determine how the superseded data were derived.
 BX1960
 BX1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ505368(NAD 83)
 BX1960_MARKER: DB = BENCH MARK DISK
 BX1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1960_STAMPING: M 43 1935
 BX1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1960+STABILITY: SURFACE MOTION
 BX1960
 BX1960  HISTORY     - Date     Condition        Report By
 BX1960  HISTORY     - 1935     MONUMENTED       CGS
 BX1960  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1960
 BX1960                          STATION DESCRIPTION
 BX1960
 BX1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1960'12.3 MI NE FROM BURKEVILLE.
 BX1960'IN VERNON PARISH, LOUISIANA, 12.3 MILES NORTHEAST ALONG TEXAS STATE
 BX1960'HIGHWAY 63 AND LOUISIANA STATE HIGHWAY 21 FROM BURKEVILLE, NEWTON
 BX1960'COUNTY, TEXAS, AT THE BURR FERRY ACROSS SABINE RIVER, 200 YARDS WEST
 BX1960'OF A FARMHOUSE, 156 FEET EAST OF THE RIVER BANK, AND AT THE END OF
 BX1960'LOUISIANA STATE HIGHWAY 21.  A STANDARD DISK, STAMPED M 43 1935 AND
 BX1960'SET IN THE TOP OF A CONCRETE POST.
 BX1960
 BX1960                          STATION RECOVERY (1994)
 BX1960
 BX1960'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1273 ***********************************************************************
 BK1273  DESIGNATION -  M 44
 BK1273  PID         -  BK1273
 BK1273  STATE/COUNTY-  LA/BEAUREGARD
 BK1273  USGS QUAD   -  NEALE (1986)
 BK1273
 BK1273                         *CURRENT SURVEY CONTROL
 BK1273  ___________________________________________________________________
 BK1273* NAD 83(1986)-  30 47 37.     (N)    093 24 10.     (W)     SCALED    
 BK1273* NAVD 88     -        56.66   (+/-2cm)     185.9    (feet)  VERTCON   
 BK1273  ___________________________________________________________________
 BK1273  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1273
 BK1273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1273
 BK1273.The horizontal coordinates were scaled from a topographic map and have
 BK1273.an estimated accuracy of +/- 6 seconds.
 BK1273
 BK1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1273.The vertical order pertains to the NGVD 29 superseded value.
 BK1273
 BK1273.The geoid height was determined by GEOID03.
 BK1273
 BK1273;                    North         East    Units  Estimated Accuracy
 BK1273;SPC LA S     -   256,030.      801,940.      MT  (+/- 180 meters Scaled)
 BK1273
 BK1273                          SUPERSEDED SURVEY CONTROL
 BK1273
 BK1273  NGVD 29 (??/??/??)   56.783  (m)          186.30   (f) ADJUSTED    2 0
 BK1273
 BK1273.Superseded values are not recommended for survey control.
 BK1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1273.See file dsdata.txt to determine how the superseded data were derived.
 BK1273
 BK1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ614067(NAD 83)
 BK1273_MARKER: DB = BENCH MARK DISK
 BK1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1273_STAMPING: M 44 1935
 BK1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1273+STABILITY: SURFACE MOTION
 BK1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1273+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2002
 BK1273
 BK1273  HISTORY     - Date     Condition        Report By
 BK1273  HISTORY     - 1935     MONUMENTED       CGS
 BK1273  HISTORY     - 1943     GOOD             CGS
 BK1273  HISTORY     - 20020922 GOOD             USPSQD
 BK1273
 BK1273                          STATION DESCRIPTION
 BK1273
 BK1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1273'7.5 MI W FROM DE RIDDER.
 BK1273'7.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1273'STATION AT DE RIDDER, BEAUREGARD PARISH, 100 FEET EAST OF THE PUJO
 BK1273'STATION, 170 YARDS WEST OF MILEPOST 31, AT A ROAD JUNCTION, 49 FEET
 BK1273'SOUTH OF THE CENTERLINE OF THE TRACK, AND 39 FEET EAST OF THE
 BK1273'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED M 44 1935 AND SET IN
 BK1273'THE TOP OF A CONCRETE POST.
 BK1273
 BK1273                          STATION RECOVERY (2002)
 BK1273
 BK1273'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1273'ADDITIONAL DESCRIPTION INCLUDES MARKER IS 1 FOOT SOUTH OF A METAL
 BK1273'WITNESS POST AND NNE OF THE INTERSECTION OF GRAYBOW ROAD AND PUJO
 BK1273'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0931 ***********************************************************************
 CQ0931  DESIGNATION -  M 48
 CQ0931  PID         -  CQ0931
 CQ0931  STATE/COUNTY-  LA/JACKSON
 CQ0931  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ0931
 CQ0931                         *CURRENT SURVEY CONTROL
 CQ0931  ___________________________________________________________________
 CQ0931* NAD 83(1986)-  32 21 45.     (N)    092 42 42.     (W)     SCALED    
 CQ0931* NAVD 88     -        53.54   (+/-2cm)     175.7    (feet)  VERTCON   
 CQ0931  ___________________________________________________________________
 CQ0931  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0931
 CQ0931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0931
 CQ0931.The horizontal coordinates were scaled from a topographic map and have
 CQ0931.an estimated accuracy of +/- 6 seconds.
 CQ0931
 CQ0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0931.The vertical order pertains to the NGVD 29 superseded value.
 CQ0931
 CQ0931.The geoid height was determined by GEOID03.
 CQ0931
 CQ0931;                    North         East    Units  Estimated Accuracy
 CQ0931;SPC LA N     -   206,530.      980,080.      MT  (+/- 180 meters Scaled)
 CQ0931
 CQ0931                          SUPERSEDED SURVEY CONTROL
 CQ0931
 CQ0931  NGVD 29 (??/??/??)   53.600  (m)          175.85   (f) ADJUSTED    2 0
 CQ0931
 CQ0931.Superseded values are not recommended for survey control.
 CQ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0931.See file dsdata.txt to determine how the superseded data were derived.
 CQ0931
 CQ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR271806(NAD 83)
 CQ0931_MARKER: DB = BENCH MARK DISK
 CQ0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0931_SP_SET: CULVERT
 CQ0931_STAMPING: M 48 1934
 CQ0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0931
 CQ0931  HISTORY     - Date     Condition        Report By
 CQ0931  HISTORY     - 1934     MONUMENTED       CGS
 CQ0931  HISTORY     - 1935     GOOD             CGS
 CQ0931  HISTORY     - 1943     GOOD             CGS
 CQ0931  HISTORY     - 1977     GOOD             LOCSUR
 CQ0931  HISTORY     - 20040131 MARK NOT FOUND   USPSQD
 CQ0931
 CQ0931                          STATION DESCRIPTION
 CQ0931
 CQ0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0931'1.1 MI N FROM QUITMAN.
 CQ0931'1.1 MILE NORTH OF AND ALONG THE C.R.I. AND P. R.R. SET HORIZONTAL 10
 CQ0931'INCHES SOUTH OF THE NORTH END OF THE HEADWALL OF A CONCRETE CULVERT.
 CQ0931'100 YARDS SOUTH OF MILE POLE 167/10.  AND 10 FEET WEST OF CENTER OF
 CQ0931'TRACK.
 CQ0931
 CQ0931                          STATION RECOVERY (1943)
 CQ0931
 CQ0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CQ0931'RECOVERED IN GOOD CONDITION.
 CQ0931
 CQ0931                          STATION RECOVERY (1977)
 CQ0931
 CQ0931'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 CQ0931'RECOVERED IN GOOD CONDITION.
 CQ0931
 CQ0931                          STATION RECOVERY (2004)
 CQ0931
 CQ0931'RECOVERY NOTE BY US POWER SQUADRON 2004 (TPJ)
 CQ0931'RAILROAD NO LONGER EXISTS DUE TO HWY 167 BEING WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0528 ***********************************************************************
 CQ0528  DESIGNATION -  M 49
 CQ0528  PID         -  CQ0528
 CQ0528  STATE/COUNTY-  LA/JACKSON
 CQ0528  USGS QUAD   -  EROS (1982)
 CQ0528
 CQ0528                         *CURRENT SURVEY CONTROL
 CQ0528  ___________________________________________________________________
 CQ0528* NAD 83(1986)-  32 28 04.     (N)    092 28 04.     (W)     SCALED    
 CQ0528* NAVD 88     -        52.47   (+/-2cm)     172.1    (feet)  VERTCON   
 CQ0528  ___________________________________________________________________
 CQ0528  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0528
 CQ0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0528
 CQ0528.The horizontal coordinates were scaled from a topographic map and have
 CQ0528.an estimated accuracy of +/- 6 seconds.
 CQ0528
 CQ0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0528.The vertical order pertains to the NGVD 29 superseded value.
 CQ0528
 CQ0528.The geoid height was determined by GEOID03.
 CQ0528
 CQ0528;                    North         East    Units  Estimated Accuracy
 CQ0528;SPC LA N     -   218,180.    1,003,030.      MT  (+/- 180 meters Scaled)
 CQ0528
 CQ0528                          SUPERSEDED SURVEY CONTROL
 CQ0528
 CQ0528  NGVD 29 (??/??/??)   52.522  (m)          172.32   (f) ADJUSTED    2 0
 CQ0528
 CQ0528.Superseded values are not recommended for survey control.
 CQ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0528.See file dsdata.txt to determine how the superseded data were derived.
 CQ0528
 CQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR500924(NAD 83)
 CQ0528_MARKER: DB = BENCH MARK DISK
 CQ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0528_STAMPING: M 49 1935
 CQ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0528+STABILITY: SURFACE MOTION
 CQ0528
 CQ0528  HISTORY     - Date     Condition        Report By
 CQ0528  HISTORY     - 1935     MONUMENTED       CGS
 CQ0528  HISTORY     - 1953     MARK NOT FOUND   USGS
 CQ0528  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0528
 CQ0528                          STATION DESCRIPTION
 CQ0528
 CQ0528'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 CQ0528'3.6 MI S FROM TREMONT.
 CQ0528'IN JACKSON PARISH, 3.6 MILES SOUTH ALONG THE OLD ROADBED OF THE
 CQ0528'ABANDONED TREMONT AND GULF RAILWAY FROM TREMONT, LINCOLN PARISH, AND
 CQ0528'17 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK,
 CQ0528'STAMPED M 49 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 CQ0528'TRACKS AND THE MILEPOSTS HAVE BEEN REMOVED.  THE DESCRIPTION IS NOT
 CQ0528'ADEQUATE.
 CQ0528
 CQ0528                          STATION RECOVERY (1969)
 CQ0528
 CQ0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3162 ***********************************************************************
 BK3162  DESIGNATION -  M 5
 BK3162  PID         -  BK3162
 BK3162  STATE/COUNTY-  LA/CALCASIEU
 BK3162  USGS QUAD   -  MOSS LAKE (1994)
 BK3162
 BK3162                         *CURRENT SURVEY CONTROL
 BK3162  ___________________________________________________________________
 BK3162* NAD 83(1992)-  30 04 59.92950(N)    093 19 56.72243(W)     ADJUSTED  
 BK3162* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 BK3162  **This station is located in a subsidence area (see below).
 BK3162  ___________________________________________________________________
 BK3162  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK3162  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK3162
 BK3162  HORZ ORDER  -  SECOND
 BK3162
 BK3162.The horizontal coordinates were established by classical geodetic methods
 BK3162.and adjusted by the National Geodetic Survey in January 1993..
 BK3162
 BK3162 ** The orthometric height has not been validated since last determined
 BK3162 ** by differential leveling and should not be used for control purposes.
 BK3162 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3162 ** area with valid NAVD 88 orthometric heights.
 BK3162 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3162 ** epoch indicated which incorporates improved geoid heights for the
 BK3162 ** Southern Louisiana Subsidence area.
 BK3162 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3162.The orthometric height was scaled from a topographic map.
 BK3162
 BK3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3162
 BK3162.The geoid height was determined by GEOID03.
 BK3162
 BK3162;                    North         East     Units Scale Factor Converg.
 BK3162;SPC LA S     -   177,182.261   807,300.492   MT  0.99992678   -0 59 58.5
 BK3162;SPC LA S     -   581,305.47  2,648,618.36   sFT  0.99992678   -0 59 58.5
 BK3162;UTM  15      - 3,328,063.832   467,965.306   MT  0.99961266   -0 09 59.9
 BK3162
 BK3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3162!SPC LA S     -   1.00000427  x   0.99992678  =   0.99993105
 BK3162!UTM  15      -   1.00000427  x   0.99961266  =   0.99961693
 BK3162
 BK3162                          SUPERSEDED SURVEY CONTROL
 BK3162
 BK3162  NAD 83(1986)-  30 04 59.95347(N)    093 19 56.71016(W) AD(       ) 2
 BK3162  NAD 27      -  30 04 59.19700(N)    093 19 56.15600(W) AD(       ) 2
 BK3162
 BK3162.Superseded values are not recommended for survey control.
 BK3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3162.See file dsdata.txt to determine how the superseded data were derived.
 BK3162
 BK3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6796528064(NAD 83)
 BK3162_MARKER: I = METAL ROD
 BK3162_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BK3162_SP_SET: OBJECT IMBEDDED IN GROUND
 BK3162
 BK3162  HISTORY     - Date     Condition        Report By
 BK3162  HISTORY     - 1933     MONUMENTED       USE
 BK3162  HISTORY     - 1947     GOOD             CGS
 BK3162  HISTORY     - 19990320 MARK NOT FOUND   USPSQD
 BK3162
 BK3162                          STATION DESCRIPTION
 BK3162
 BK3162'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3162'STATION WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS DESCRIPTION
 BK3162'EXCEPT THAT OF THE STATION WHEN IT WAS A TOPO STATION WAS
 BK3162'AVAILABLE AT THE TIME OF RECOVERY.  A NEW DESCRIPTION IS AS
 BK3162'FOLLOWS--STATION IS LOCATED ON THE NW BANK OF THE INTRACOASTAL
 BK3162'CANAL ABOUT 3/4 MILE SW OF THE JUNCTION OF CHOUPIQUE CUT-OFF,
 BK3162'DEVILS ELBOW, AND THE CALCASIEU SHIP CANAL, ON A POINT OF LAND,
 BK3162'ABOUT 75 METERS SW OF CHOUPIQUE BAYOU, 2-1/2 FEET N OF THE BANK
 BK3162'OF THE CANAL.
 BK3162'
 BK3162'THE STATION IS MARKED BY A ONE-INCH PIPE SET IN A MASS OF CONCRETE
 BK3162'AND PROJECTS 1 FOOT ABOVE THE GROUND.
 BK3162
 BK3162                          STATION RECOVERY (1999)
 BK3162
 BK3162'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1813 ***********************************************************************
 BK1813  DESIGNATION -  M 51
 BK1813  PID         -  BK1813
 BK1813  STATE/COUNTY-  LA/CALCASIEU
 BK1813  USGS QUAD   -  LUNITA (1994)
 BK1813
 BK1813                         *CURRENT SURVEY CONTROL
 BK1813  ___________________________________________________________________
 BK1813* NAD 83(1986)-  30 21 09.     (N)    093 35 52.     (W)     SCALED    
 BK1813* NAVD 88     -        11.88   (+/-2cm)      39.0    (feet)  VERTCON   
 BK1813  ___________________________________________________________________
 BK1813  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK1813
 BK1813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1813
 BK1813.The horizontal coordinates were scaled from a topographic map and have
 BK1813.an estimated accuracy of +/- 6 seconds.
 BK1813
 BK1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1813.The vertical order pertains to the NGVD 29 superseded value.
 BK1813
 BK1813.The geoid height was determined by GEOID03.
 BK1813
 BK1813;                    North         East    Units  Estimated Accuracy
 BK1813;SPC LA S     -   207,490.      782,320.      MT  (+/- 180 meters Scaled)
 BK1813
 BK1813                          SUPERSEDED SURVEY CONTROL
 BK1813
 BK1813  NGVD 29 (??/??/??)   11.824  (m)           38.79   (f) ADJUSTED    2 0
 BK1813
 BK1813.Superseded values are not recommended for survey control.
 BK1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1813.See file dsdata.txt to determine how the superseded data were derived.
 BK1813
 BK1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP425579(NAD 83)
 BK1813_MARKER: DB = BENCH MARK DISK
 BK1813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1813_SP_SET: CONCRETE BASE
 BK1813_STAMPING: M 51 1935
 BK1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1813+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 BK1813
 BK1813  HISTORY     - Date     Condition        Report By
 BK1813  HISTORY     - 1935     MONUMENTED       CGS
 BK1813  HISTORY     - 20020727 GOOD             USPSQD
 BK1813  HISTORY     - 20050109 GOOD             USPSQD
 BK1813
 BK1813                          STATION DESCRIPTION
 BK1813
 BK1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1813'4.3 MI E FROM STARKS.
 BK1813'4.3 MI E OF AND ALONG THE KANSAS CITY SOUTHERN R R 50 FEET NE OF
 BK1813'MILEPOST 731.  9 FEET NW OF CENTER OF TRACK.  DISK IS SET HORIZONTALLY
 BK1813'1 FOOT SW OF NE END OF HEADWALL OF A CONCRETE CULVERT.
 BK1813
 BK1813                          STATION RECOVERY (2002)
 BK1813
 BK1813'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1813'RECOVERED IN GOOD CONDITION.
 BK1813
 BK1813                          STATION RECOVERY (2005)
 BK1813
 BK1813'RECOVERY NOTE BY US POWER SQUADRON 2005
 BK1813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1100 ***********************************************************************
 CQ1100  DESIGNATION -  M 57
 CQ1100  PID         -  CQ1100
 CQ1100  STATE/COUNTY-  LA/UNION
 CQ1100  USGS QUAD   -  BERNICE (1985)
 CQ1100
 CQ1100                         *CURRENT SURVEY CONTROL
 CQ1100  ___________________________________________________________________
 CQ1100* NAD 83(1986)-  32 47 19.     (N)    092 38 54.     (W)     SCALED    
 CQ1100* NAVD 88     -        41.143  (meters)     134.98   (feet)  ADJUSTED  
 CQ1100  ___________________________________________________________________
 CQ1100  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1100  DYNAMIC HT  -          41.098 (meters)     134.84  (feet)  COMP
 CQ1100  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CQ1100
 CQ1100  VERT ORDER  -  SECOND    CLASS 0
 CQ1100
 CQ1100.The horizontal coordinates were scaled from a topographic map and have
 CQ1100.an estimated accuracy of +/- 6 seconds.
 CQ1100
 CQ1100.The orthometric height was determined by differential leveling
 CQ1100.and adjusted by the National Geodetic Survey in June 1991..
 CQ1100
 CQ1100.The geoid height was determined by GEOID03.
 CQ1100
 CQ1100.The dynamic height is computed by dividing the NAVD 88
 CQ1100.geopotential number by the normal gravity value computed on the
 CQ1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1100.degrees latitude (g = 980.6199 gals.).
 CQ1100
 CQ1100.The modeled gravity was interpolated from observed gravity values.
 CQ1100
 CQ1100;                    North         East    Units  Estimated Accuracy
 CQ1100;SPC LA N     -   253,770.      986,100.      MT  (+/- 180 meters Scaled)
 CQ1100
 CQ1100                          SUPERSEDED SURVEY CONTROL
 CQ1100
 CQ1100  NGVD 29 (??/??/??)   41.245  (m)          135.32   (f) ADJUSTED    2 0
 CQ1100
 CQ1100.Superseded values are not recommended for survey control.
 CQ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1100.See file dsdata.txt to determine how the superseded data were derived.
 CQ1100
 CQ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS329279(NAD 83)
 CQ1100_MARKER: DB = BENCH MARK DISK
 CQ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1100_STAMPING: M57 1934
 CQ1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1100+STABILITY: SURFACE MOTION
 CQ1100
 CQ1100  HISTORY     - Date     Condition        Report By
 CQ1100  HISTORY     - 1934     MONUMENTED       CGS
 CQ1100  HISTORY     - 1968     GOOD             LADH
 CQ1100
 CQ1100                          STATION DESCRIPTION
 CQ1100
 CQ1100'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1100'1.7 MI S FROM BERNICE.
 CQ1100'LOCATED 1.2 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE POST OFFICE
 CQ1100'IN BERNICE, THENCE EAST ALONG THE PINE GROVE CHURCH ROAD FOR 0.5 MILE
 CQ1100'TO THE MARK ON THE RIGHT IN SECTION 23, T21N, R3W.  IT IS 400 FEET
 CQ1100'SOUTH OF THE CENTERLINE OF THE ROAD, 54 FEET EAST OF THE CENTERLINE OF
 CQ1100'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 24 FEET SOUTHEAST OF A
 CQ1100'TELEGRAPH POLE AND 1 FOOT WEST OF A STEEL WITNESS POST.  IT IS A C AND
 CQ1100'GS B. M. DISK STAMPED M57 1934 AND SET IN THE TOP OF A CONCRETE POST
 CQ1100'PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0224 ***********************************************************************
 CQ0224  DESIGNATION -  M 58
 CQ0224  PID         -  CQ0224
 CQ0224  STATE/COUNTY-  LA/UNION
 CQ0224  USGS QUAD   -  DE LOUTRE (1988)
 CQ0224
 CQ0224                         *CURRENT SURVEY CONTROL
 CQ0224  ___________________________________________________________________
 CQ0224* NAD 83(1986)-  32 50 49.     (N)    092 18 41.     (W)     SCALED    
 CQ0224* NAVD 88     -        38.782  (meters)     127.24   (feet)  ADJUSTED  
 CQ0224  ___________________________________________________________________
 CQ0224  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ0224  DYNAMIC HT  -          38.740 (meters)     127.10  (feet)  COMP
 CQ0224  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 CQ0224
 CQ0224  VERT ORDER  -  SECOND    CLASS 0
 CQ0224
 CQ0224.The horizontal coordinates were scaled from a topographic map and have
 CQ0224.an estimated accuracy of +/- 6 seconds.
 CQ0224
 CQ0224.The orthometric height was determined by differential leveling
 CQ0224.and adjusted by the National Geodetic Survey in June 1991..
 CQ0224
 CQ0224.The geoid height was determined by GEOID03.
 CQ0224
 CQ0224.The dynamic height is computed by dividing the NAVD 88
 CQ0224.geopotential number by the normal gravity value computed on the
 CQ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0224.degrees latitude (g = 980.6199 gals.).
 CQ0224
 CQ0224.The modeled gravity was interpolated from observed gravity values.
 CQ0224
 CQ0224;                    North         East    Units  Estimated Accuracy
 CQ0224;SPC LA N     -   260,250.    1,017,660.      MT  (+/- 180 meters Scaled)
 CQ0224
 CQ0224                          SUPERSEDED SURVEY CONTROL
 CQ0224
 CQ0224  NGVD 29 (??/??/??)   38.864  (m)          127.51   (f) ADJUSTED    2 0
 CQ0224
 CQ0224.Superseded values are not recommended for survey control.
 CQ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0224.See file dsdata.txt to determine how the superseded data were derived.
 CQ0224
 CQ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS644345(NAD 83)
 CQ0224_MARKER: DB = BENCH MARK DISK
 CQ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0224_STAMPING: M 58 1934
 CQ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0224+STABILITY: SURFACE MOTION
 CQ0224
 CQ0224  HISTORY     - Date     Condition        Report By
 CQ0224  HISTORY     - 1934     MONUMENTED       CGS
 CQ0224  HISTORY     - 1943     GOOD             CGS
 CQ0224  HISTORY     - 1974     GOOD             LADTD
 CQ0224
 CQ0224                          STATION DESCRIPTION
 CQ0224
 CQ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0224'5.5 MI SW FROM MARION.
 CQ0224'5.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0224'STATION AT MARION, UNION PARISH, 184 YARDS NORTHEAST OF MILEPOST 544,
 CQ0224'41 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 11, AND 38 FEET WEST
 CQ0224'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED M 58 1934
 CQ0224'AND SET IN THE TOP OF A CONCRETE POST.
 CQ0224
 CQ0224                          STATION RECOVERY (1974)
 CQ0224
 CQ0224'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 CQ0224'LOCATED 8.2 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ0224'COURT HOUSE, MARKER IS IN PINE THICKET 42 FEET SOUTHEAST OF CENTERLINE
 CQ0224'OF HIGHWAY, 12 FEET SOUTHEAST OF BARBED WIRE FENCE, 60 FEET SOUTHWEST
 CQ0224'OF 32 INCH PINE TREE, APPROXIMATELY 300 FEET EAST OF FRAME RESIDENCE
 CQ0224'OWNED BY J. J. AULDS.  MARKER IS A 6 INCH BY 6 INCH SQUARE CONCRETE
 CQ0224'POST WITH STANDARD CAP.  SEC 31, T 22N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0697 ***********************************************************************
 BX0697  DESIGNATION -  M 59 RESET 1966
 BX0697  PID         -  BX0697
 BX0697  STATE/COUNTY-  LA/GRANT
 BX0697  USGS QUAD   -  BALL (1993)
 BX0697
 BX0697                         *CURRENT SURVEY CONTROL
 BX0697  ___________________________________________________________________
 BX0697* NAD 83(1986)-  31 28 58.     (N)    092 25 41.     (W)     SCALED    
 BX0697* NAVD 88     -        56.35   (+/-2cm)     184.9    (feet)  VERTCON   
 BX0697  ___________________________________________________________________
 BX0697  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX0697
 BX0697  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0697
 BX0697.The horizontal coordinates were scaled from a topographic map and have
 BX0697.an estimated accuracy of +/- 6 seconds.
 BX0697
 BX0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0697.The vertical order pertains to the NGVD 29 superseded value.
 BX0697
 BX0697.The geoid height was determined by GEOID03.
 BX0697
 BX0697;                    North         East    Units  Estimated Accuracy
 BX0697;SPC LA N     -   108,970.    1,006,840.      MT  (+/- 180 meters Scaled)
 BX0697
 BX0697                          SUPERSEDED SURVEY CONTROL
 BX0697
 BX0697  NGVD 29 (??/??/??)   56.335  (m)          184.83   (f) ADJUSTED    1 2
 BX0697
 BX0697.Superseded values are not recommended for survey control.
 BX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0697.See file dsdata.txt to determine how the superseded data were derived.
 BX0697
 BX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ543832(NAD 83)
 BX0697_MARKER: DB = BENCH MARK DISK
 BX0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0697_STAMPING: M 59 1935 RESET 1966
 BX0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0697+STABILITY: SURFACE MOTION
 BX0697
 BX0697  HISTORY     - Date     Condition        Report By
 BX0697  HISTORY     - 1966     MONUMENTED       CGS
 BX0697
 BX0697                          STATION DESCRIPTION
 BX0697
 BX0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0697'1.7 MI N FROM SIMMS.
 BX0697'ABOUT 1.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0697'STATION SIGN AT SIMMS, ABOUT MIDWAY OF A LONG S-CURVE, ABOUT 7 RAILS
 BX0697'WEST OF AN IRON PIPE CULVERT, 17 1/2 FEET NORTH OF THE FIRST TELEPHONE
 BX0697'POLE WEST OF MILEPOST 586/10, 63 1/2 FEET NORTH OF THE NORTH RAIL, 3
 BX0697'FEET SOUTH OF A FENCE, 2.0 FEET NORTH OF A WOODEN WITNESS POST, ABOUT
 BX0697'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 BX0697'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3160 ***********************************************************************
 BK3160  DESIGNATION -  M 6
 BK3160  PID         -  BK3160
 BK3160  STATE/COUNTY-  LA/CALCASIEU
 BK3160  USGS QUAD   -  MOSS LAKE (1994)
 BK3160
 BK3160                         *CURRENT SURVEY CONTROL
 BK3160  ___________________________________________________________________
 BK3160* NAD 83(1992)-  30 03 31.95912(N)    093 21 44.18568(W)     ADJUSTED  
 BK3160* NAVD 88     -         3.83   (+/-2cm)      12.6  **(feet)  VERTCON   
 BK3160  **This station is located in a subsidence area (see below).
 BK3160  ___________________________________________________________________
 BK3160  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK3160  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3160
 BK3160  HORZ ORDER  -  THIRD
 BK3160  VERT ORDER  -  THIRD ? (See Below)
 BK3160
 BK3160.The horizontal coordinates were established by classical geodetic methods
 BK3160.and adjusted by the National Geodetic Survey in January 1993..
 BK3160
 BK3160 ** The orthometric height has not been validated since last determined
 BK3160 ** by differential leveling and should not be used for control purposes.
 BK3160 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3160 ** area with valid NAVD 88 orthometric heights.
 BK3160 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3160 ** epoch indicated which incorporates improved geoid heights for the
 BK3160 ** Southern Louisiana Subsidence area.
 BK3160 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3160.The vertical order pertains to the NGVD 29 superseded value.
 BK3160
 BK3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3160
 BK3160.The geoid height was determined by GEOID03.
 BK3160
 BK3160;                    North         East     Units Scale Factor Converg.
 BK3160;SPC LA S     -   174,524.615   804,375.396   MT  0.99992626   -1 00 52.2
 BK3160;SPC LA S     -   572,586.17  2,639,021.61   sFT  0.99992626   -1 00 52.2
 BK3160;UTM  15      - 3,325,364.787   465,080.058   MT  0.99961504   -0 10 53.3
 BK3160
 BK3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3160!SPC LA S     -   1.00000368  x   0.99992626  =   0.99992994
 BK3160!UTM  15      -   1.00000368  x   0.99961504  =   0.99961872
 BK3160
 BK3160                          SUPERSEDED SURVEY CONTROL
 BK3160
 BK3160  NAD 83(1986)-  30 03 31.98313(N)    093 21 44.17272(W) AD(       ) 3
 BK3160  NAD 27      -  30 03 31.22200(N)    093 21 43.61700(W) AD(       ) 3
 BK3160  NGVD 29 (07/19/86)    3.80   (m)           12.5    (f) LEVELING    3  
 BK3160
 BK3160.Superseded values are not recommended for survey control.
 BK3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3160.See file dsdata.txt to determine how the superseded data were derived.
 BK3160
 BK3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6508025365(NAD 83)
 BK3160_MARKER: I = METAL ROD
 BK3160_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BK3160_SP_SET: OBJECT IMBEDDED IN GROUND
 BK3160
 BK3160  HISTORY     - Date     Condition        Report By
 BK3160  HISTORY     - 1932     MONUMENTED       USE
 BK3160  HISTORY     - 1947     GOOD             CGS
 BK3160
 BK3160                          STATION DESCRIPTION
 BK3160
 BK3160'DESCRIBED BY US ENGINEERS 1932 (LCW)
 BK3160'A STATION OF THE LAKE CHARLES DEEP WATER CHANNEL.  SURVEY BY THE
 BK3160'U.S. ENGINEERS AND DESCRIBED BY THEM AS FOLLOWS--
 BK3160'
 BK3160'ONE-INCH GALVANIZED-IRON PIPE SET IN CONCRETE MARKING STATION
 BK3160'900 + 00, 55 FEET S OF S BANK OF CANAL.  ELEVATION ON TOP OF
 BK3160'PIPE 12.46 MLG.  PIPE PROTRUDING 1 FOOT ABOVE GROUND.  ADDITIONAL
 BK3160'DESCRIPTION AS FOLLOWS--
 BK3160'
 BK3160'ON THE S SIDE OF THE LAKE CHARLES DEEP WATER CANAL, 3-1/4
 BK3160'MILES FROM JUNCTION OF CALCASIEU RIVER AND CANAL, 3/4 MILE W
 BK3160'OF FERRY AT CAMERON ROAD, AND 1/2 MILE W OF TURN IN CANAL.
 BK3160'STATION MARK AS DESCRIBED BY ENGINEERS.
 BK3160'
 BK3160'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 BK3160
 BK3160                          STATION RECOVERY (1947)
 BK3160
 BK3160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3160'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  MARK RECOVERED
 BK3160'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0210 ***********************************************************************
 CQ0210  DESIGNATION -  M 60
 CQ0210  PID         -  CQ0210
 CQ0210  STATE/COUNTY-  LA/UNION
 CQ0210  USGS QUAD   -  POINT (1994)
 CQ0210
 CQ0210                         *CURRENT SURVEY CONTROL
 CQ0210  ___________________________________________________________________
 CQ0210* NAD 83(1986)-  32 44 50.     (N)    092 20 13.     (W)     SCALED    
 CQ0210* NAVD 88     -        46.219  (meters)     151.64   (feet)  ADJUSTED  
 CQ0210  ___________________________________________________________________
 CQ0210  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0210  DYNAMIC HT  -          46.168 (meters)     151.47  (feet)  COMP
 CQ0210  MODELED GRAV-     979,537.4   (mgal)                       NAVD 88
 CQ0210
 CQ0210  VERT ORDER  -  SECOND    CLASS 0
 CQ0210
 CQ0210.The horizontal coordinates were scaled from a topographic map and have
 CQ0210.an estimated accuracy of +/- 6 seconds.
 CQ0210
 CQ0210.The orthometric height was determined by differential leveling
 CQ0210.and adjusted by the National Geodetic Survey in June 1991..
 CQ0210
 CQ0210.The geoid height was determined by GEOID03.
 CQ0210
 CQ0210.The dynamic height is computed by dividing the NAVD 88
 CQ0210.geopotential number by the normal gravity value computed on the
 CQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0210.degrees latitude (g = 980.6199 gals.).
 CQ0210
 CQ0210.The modeled gravity was interpolated from observed gravity values.
 CQ0210
 CQ0210;                    North         East    Units  Estimated Accuracy
 CQ0210;SPC LA N     -   249,180.    1,015,280.      MT  (+/- 180 meters Scaled)
 CQ0210
 CQ0210                          SUPERSEDED SURVEY CONTROL
 CQ0210
 CQ0210  NGVD 29 (??/??/??)   46.316  (m)          151.96   (f) ADJUSTED    2 0
 CQ0210
 CQ0210.Superseded values are not recommended for survey control.
 CQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0210.See file dsdata.txt to determine how the superseded data were derived.
 CQ0210
 CQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS621234(NAD 83)
 CQ0210_MARKER: DB = BENCH MARK DISK
 CQ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0210_STAMPING: M 60 1935
 CQ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0210+STABILITY: SURFACE MOTION
 CQ0210
 CQ0210  HISTORY     - Date     Condition        Report By
 CQ0210  HISTORY     - 1935     MONUMENTED       CGS
 CQ0210  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ0210
 CQ0210                          STATION DESCRIPTION
 CQ0210
 CQ0210'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0210'4.0 MI E FROM FARMERVILLE.
 CQ0210'LOCATED 4.0 MILES EAST ALONG THE OLD LOWER PORT UNION ROAD FROM THE
 CQ0210'POST OFFICE AT FARMERVILLE, UNION PARISH, 74 FEET NORTHWEST OF THE
 CQ0210'NORTHWEST CORNER OF A FARMHOUSE, 45 FEET SOUTH OF THE CENTERLINE OF
 CQ0210'THE ROAD, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED M 60 1935,
 CQ0210'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0961 ***********************************************************************
 BX0961  DESIGNATION -  M 68
 BX0961  PID         -  BX0961
 BX0961  STATE/COUNTY-  LA/RAPIDES
 BX0961  USGS QUAD   -  LECOMPTE (1992)
 BX0961
 BX0961                         *CURRENT SURVEY CONTROL
 BX0961  ___________________________________________________________________
 BX0961* NAD 83(1986)-  31 05 23.     (N)    092 24 09.     (W)     SCALED    
 BX0961* NAVD 88     -        22.69   (+/-2cm)      74.4    (feet)  VERTCON   
 BX0961  ___________________________________________________________________
 BX0961  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BX0961
 BX0961  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0961
 BX0961.The horizontal coordinates were scaled from a topographic map and have
 BX0961.an estimated accuracy of +/- 6 seconds.
 BX0961
 BX0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0961.The vertical order pertains to the NGVD 29 superseded value.
 BX0961
 BX0961.The geoid height was determined by GEOID03.
 BX0961
 BX0961;                    North         East    Units  Estimated Accuracy
 BX0961;SPC LA N     -    65,390.    1,009,300.      MT  (+/- 180 meters Scaled)
 BX0961
 BX0961                          SUPERSEDED SURVEY CONTROL
 BX0961
 BX0961  NGVD 29 (??/??/??)   22.673  (m)           74.39   (f) ADJUSTED    2 0
 BX0961
 BX0961.Superseded values are not recommended for survey control.
 BX0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0961.See file dsdata.txt to determine how the superseded data were derived.
 BX0961
 BX0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ569396(NAD 83)
 BX0961_MARKER: DB = BENCH MARK DISK
 BX0961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0961_SP_SET: FOUNDATION
 BX0961_STAMPING: M 68 1935
 BX0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0961
 BX0961  HISTORY     - Date     Condition        Report By
 BX0961  HISTORY     - 1935     MONUMENTED       CGS
 BX0961  HISTORY     - 1968     GOOD             LADTD
 BX0961  HISTORY     - 1979     GOOD             LADTD
 BX0961  HISTORY     - 19990424 GOOD             USPSQD
 BX0961
 BX0961                          STATION DESCRIPTION
 BX0961
 BX0961'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0961'IN LECOMPTE.
 BX0961'AT LECOMPTE, RAPIDES PARISH, IN THE CONCRETE FOUNDATION OF THE HIGH
 BX0961'SCHOOL BUILDING, SOUTH OF THE EAST ENTRANCE.  A STANDARD DISK SET
 BX0961'VERTICALLY, ABOUT 15 INCHES ABOVE GROUND LEVEL.  1/4 , SEC 6, T 1 N, R
 BX0961'1 E.
 BX0961
 BX0961                          STATION RECOVERY (1979)
 BX0961
 BX0961'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0961'RECOVERED IN GOOD CONDITION.
 BX0961
 BX0961                          STATION RECOVERY (1999)
 BX0961
 BX0961'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3165 ***********************************************************************
 BK3165  DESIGNATION -  M 7
 BK3165  PID         -  BK3165
 BK3165  STATE/COUNTY-  LA/CALCASIEU
 BK3165  USGS QUAD   -  BLACK LAKE (1975)
 BK3165
 BK3165                         *CURRENT SURVEY CONTROL
 BK3165  ___________________________________________________________________
 BK3165* NAD 83(1992)-  30 03 32.55145(N)    093 24 14.28120(W)     ADJUSTED  
 BK3165* NAVD 88     -         4.71   (+/-2cm)      15.5  **(feet)  VERTCON   
 BK3165  **This station is located in a subsidence area (see below).
 BK3165  ___________________________________________________________________
 BK3165  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK3165  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3165
 BK3165  HORZ ORDER  -  THIRD
 BK3165  VERT ORDER  -  THIRD ? (See Below)
 BK3165
 BK3165.The horizontal coordinates were established by classical geodetic methods
 BK3165.and adjusted by the National Geodetic Survey in January 1993..
 BK3165
 BK3165 ** The orthometric height has not been validated since last determined
 BK3165 ** by differential leveling and should not be used for control purposes.
 BK3165 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3165 ** area with valid NAVD 88 orthometric heights.
 BK3165 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3165 ** epoch indicated which incorporates improved geoid heights for the
 BK3165 ** Southern Louisiana Subsidence area.
 BK3165 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3165.The vertical order pertains to the NGVD 29 superseded value.
 BK3165
 BK3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3165
 BK3165.The geoid height was determined by GEOID03.
 BK3165
 BK3165;                    North         East     Units Scale Factor Converg.
 BK3165;SPC LA S     -   174,614.760   800,356.221   MT  0.99992626   -1 02 07.2
 BK3165;SPC LA S     -   572,881.93  2,625,835.37   sFT  0.99992626   -1 02 07.2
 BK3165;UTM  15      - 3,325,396.480   461,061.240   MT  0.99961871   -0 12 08.4
 BK3165
 BK3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3165!SPC LA S     -   1.00000354  x   0.99992626  =   0.99992980
 BK3165!UTM  15      -   1.00000354  x   0.99961871  =   0.99962225
 BK3165
 BK3165                          SUPERSEDED SURVEY CONTROL
 BK3165
 BK3165  NAD 83(1986)-  30 03 32.57608(N)    093 24 14.26749(W) AD(       ) 3
 BK3165  NAD 27      -  30 03 31.81500(N)    093 24 13.71900(W) AD(       ) 3
 BK3165  NGVD 29 (07/19/86)    4.68   (m)           15.4    (f) LEVELING    3  
 BK3165
 BK3165.Superseded values are not recommended for survey control.
 BK3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3165.See file dsdata.txt to determine how the superseded data were derived.
 BK3165
 BK3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6106125396(NAD 83)
 BK3165_MARKER: I = METAL ROD
 BK3165_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BK3165_SP_SET: OBJECT IMBEDDED IN GROUND
 BK3165
 BK3165  HISTORY     - Date     Condition        Report By
 BK3165  HISTORY     - 1933     MONUMENTED       USE
 BK3165
 BK3165                          STATION DESCRIPTION
 BK3165
 BK3165'DESCRIBED BY US ENGINEERS 1933
 BK3165'A 1-INCH GALVANIZED IRON PIPE, STAMPED M-7 AND SET IN CONCRETE, ON
 BK3165'SPOIL BANK, 25 FEET S OF SOUTH BANK OF INTRACOASTAL WATERWAYS.
 BK3165'
 BK3165'ELEVATION--15.363 FEET (3RD-ORDER USGS, AS PUBLISHED IN U.S.E.
 BK3165'QUAD BAYOU CHOUPIQUE , LA.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1794 ***********************************************************************
 BJ1794  DESIGNATION -  M 75
 BJ1794  PID         -  BJ1794
 BJ1794  STATE/COUNTY-  LA/ST HELENA
 BJ1794  USGS QUAD   -  CHIPOLA (1984)
 BJ1794
 BJ1794                         *CURRENT SURVEY CONTROL
 BJ1794  ___________________________________________________________________
 BJ1794* NAD 83(1986)-  30 52 55.     (N)    090 47 58.     (W)     SCALED    
 BJ1794* NAVD 88     -        65.73   (+/-2cm)     215.6    (feet)  VERTCON   
 BJ1794  ___________________________________________________________________
 BJ1794  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1794
 BJ1794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1794
 BJ1794.The horizontal coordinates were scaled from a topographic map and have
 BJ1794.an estimated accuracy of +/- 6 seconds.
 BJ1794
 BJ1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1794.The vertical order pertains to the NGVD 29 superseded value.
 BJ1794
 BJ1794.The geoid height was determined by GEOID03.
 BJ1794
 BJ1794;                    North         East    Units  Estimated Accuracy
 BJ1794;SPC LA S     -   264,150.    1,051,050.      MT  (+/- 180 meters Scaled)
 BJ1794
 BJ1794                          SUPERSEDED SURVEY CONTROL
 BJ1794
 BJ1794  NGVD 29 (??/??/??)   65.739  (m)          215.68   (f) ADJUSTED    2 0
 BJ1794
 BJ1794.Superseded values are not recommended for survey control.
 BJ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1794.See file dsdata.txt to determine how the superseded data were derived.
 BJ1794
 BJ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ103185(NAD 83)
 BJ1794_MARKER: DB = BENCH MARK DISK
 BJ1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1794_STAMPING: M 75 1935 216.112
 BJ1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1794+STABILITY: SURFACE MOTION
 BJ1794
 BJ1794  HISTORY     - Date     Condition        Report By
 BJ1794  HISTORY     - 1935     MONUMENTED       CGS
 BJ1794  HISTORY     - 1954     GOOD             CGS
 BJ1794  HISTORY     - 1958     MARK NOT FOUND   USGS
 BJ1794  HISTORY     - 1978     MARK NOT FOUND   LADTD
 BJ1794
 BJ1794                          STATION DESCRIPTION
 BJ1794
 BJ1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1794'8.4 MI W FROM GREENSBURG.
 BJ1794'LOCATED 8.4 MILES WEST ALONG STATE HIGHWAY 35 FROM THE METHODIST
 BJ1794'CHURCH IN GREENSBURG, 59 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BJ1794'35, 60 FEET EAST OF A DIM WOODS ROAD LEADING SOUTH, 99 FEET WEST OF A
 BJ1794'POWER POLE AND 2 FEET NORTH OF A FENCE LINE.  IT IS A STANDARD DISK
 BJ1794'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 1 FOOT
 BJ1794'BELOW THE LEVEL OF THE ROAD.
 BJ1794
 BJ1794                          STATION RECOVERY (1958)
 BJ1794
 BJ1794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BJ1794'MARK NOT FOUND.
 BJ1794
 BJ1794                          STATION RECOVERY (1978)
 BJ1794
 BJ1794'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BJ1794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0539 ***********************************************************************
 BJ0539  DESIGNATION -  M 76
 BJ0539  PID         -  BJ0539
 BJ0539  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0539  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0539
 BJ0539                         *CURRENT SURVEY CONTROL
 BJ0539  ___________________________________________________________________
 BJ0539* NAD 83(1986)-  30 33 05.     (N)    091 10 31.     (W)     SCALED    
 BJ0539* NAVD 88     -        21.72   (+/-2cm)      71.3    (feet)  VERTCON   
 BJ0539  ___________________________________________________________________
 BJ0539  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0539
 BJ0539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0539
 BJ0539.The horizontal coordinates were scaled from a topographic map and have
 BJ0539.an estimated accuracy of +/- 6 seconds.
 BJ0539
 BJ0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0539.The vertical order pertains to the NGVD 29 superseded value.
 BJ0539
 BJ0539.The geoid height was determined by GEOID03.
 BJ0539
 BJ0539;                    North         East    Units  Estimated Accuracy
 BJ0539;SPC LA S     -   227,400.    1,015,170.      MT  (+/- 180 meters Scaled)
 BJ0539
 BJ0539                          SUPERSEDED SURVEY CONTROL
 BJ0539
 BJ0539  NGVD 29 (??/??/??)   21.720  (m)           71.26   (f) ADJUSTED    2 0
 BJ0539
 BJ0539.Superseded values are not recommended for survey control.
 BJ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0539.See file dsdata.txt to determine how the superseded data were derived.
 BJ0539
 BJ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP750813(NAD 83)
 BJ0539_MARKER: DB = BENCH MARK DISK
 BJ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0539_STAMPING: M 76 1935
 BJ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0539+STABILITY: SURFACE MOTION
 BJ0539
 BJ0539  HISTORY     - Date     Condition        Report By
 BJ0539  HISTORY     - 1935     MONUMENTED       CGS
 BJ0539  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ0539  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0539  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0539
 BJ0539                          STATION DESCRIPTION
 BJ0539
 BJ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0539'1.9 MI N FROM SCOTLAND.
 BJ0539'1.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 BJ0539'AT SCOTLAND, EAST BATON ROUGE PARISH, 450 FEET NORTH OF MILEPOST M
 BJ0539'359, 51 FEET WEST OF THE CENTERLINE OF THE TRACK WITH A SIDE TRACK TO
 BJ0539'THE WEST, AND 48 FEET NORTH OF AN EAST-AND-WEST ROAD.  A STANDARD
 BJ0539'DISK, STAMPED M 76 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 BJ0539'A SIDE TRACK NOT MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW WEST OF
 BJ0539'THE TRACKS, THE MARK MAY HAVE BEEN COVERED OR DESTROYED WHEN THE SIDE
 BJ0539'TRACK WAS LAID.
 BJ0539
 BJ0539                          STATION RECOVERY (1965)
 BJ0539
 BJ0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0539'MARK NOT FOUND.
 BJ0539
 BJ0539                          STATION RECOVERY (1976)
 BJ0539
 BJ0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0539'NOT RECOVERED IN 1965 OR 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1439 ***********************************************************************
 BH1439  DESIGNATION -  M 80
 BH1439  PID         -  BH1439
 BH1439  STATE/COUNTY-  LA/WASHINGTON
 BH1439  USGS QUAD   -  SUN (1983)
 BH1439
 BH1439                         *CURRENT SURVEY CONTROL
 BH1439  ___________________________________________________________________
 BH1439* NAD 83(1986)-  30 41 29.     (N)    089 57 11.     (W)     SCALED    
 BH1439* NAVD 88     -        37.12   (+/-2cm)     121.8    (feet)  VERTCON   
 BH1439  ___________________________________________________________________
 BH1439  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BH1439
 BH1439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1439
 BH1439.The horizontal coordinates were scaled from a topographic map and have
 BH1439.an estimated accuracy of +/- 6 seconds.
 BH1439
 BH1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1439.The vertical order pertains to the NGVD 29 superseded value.
 BH1439
 BH1439.The geoid height was determined by GEOID03.
 BH1439
 BH1439;                    North         East    Units  Estimated Accuracy
 BH1439;SPC LA S     -   243,710.    1,132,240.      MT  (+/- 180 meters Scaled)
 BH1439
 BH1439                          SUPERSEDED SURVEY CONTROL
 BH1439
 BH1439  NGVD 29 (??/??/??)   37.204  (m)          122.06   (f) ADJUSTED    2 0
 BH1439
 BH1439.Superseded values are not recommended for survey control.
 BH1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1439.See file dsdata.txt to determine how the superseded data were derived.
 BH1439
 BH1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU171991(NAD 83)
 BH1439_MARKER: DB = BENCH MARK DISK
 BH1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1439_STAMPING: M 80 1935 (122)
 BH1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1439+STABILITY: SURFACE MOTION
 BH1439
 BH1439  HISTORY     - Date     Condition        Report By
 BH1439  HISTORY     - 1935     MONUMENTED       CGS
 BH1439  HISTORY     - 1955     GOOD             CGS
 BH1439  HISTORY     - 1977     GOOD             LADTD
 BH1439
 BH1439                          STATION DESCRIPTION
 BH1439
 BH1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1439'3.8 MI NW FROM RIO.
 BH1439'LOCATED 3.8 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BH1439'FROM THE STATION AT RIO, 11 POLES EAST OF MILEPOST 69, ABOUT 100 YARDS
 BH1439'SOUTHWEST OF A FARM HOUSE, 23 FEET NORTH OF THE NORTH RAIL AND 38 FEET
 BH1439'WEST OF THE FOURTH POLE EAST OF BRIDGE NO. 68.23, IN LINE WITH A ROW
 BH1439'OF POLES.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BH1439'PROJECTING 10 INCHES AND ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.
 BH1439
 BH1439                          STATION RECOVERY (1977)
 BH1439
 BH1439'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BH1439'3.8 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH1439'STATION AT RIO, 33 FEET NORTH OF THE TRACK, ALSO 0.5 MILE NORTH ALONG
 BH1439'WARDLINE ROAD FROM LA. 1074 TO STEIN, THENCE WEST 0.8 MILE ALONG GULF,
 BH1439'MOBILE, AND OHIO RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1003 ***********************************************************************
 BX1003  DESIGNATION -  M 96
 BX1003  PID         -  BX1003
 BX1003  STATE/COUNTY-  LA/RAPIDES
 BX1003  USGS QUAD   -  RAPIDES (1992)
 BX1003
 BX1003                         *CURRENT SURVEY CONTROL
 BX1003  ___________________________________________________________________
 BX1003* NAD 83(1986)-  31 21 44.     (N)    092 34 41.     (W)     SCALED    
 BX1003* NAVD 88     -        25.116  (meters)      82.40   (feet)  ADJUSTED  
 BX1003  ___________________________________________________________________
 BX1003  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX1003  DYNAMIC HT  -          25.086 (meters)      82.30  (feet)  COMP
 BX1003  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 BX1003
 BX1003  VERT ORDER  -  FIRST     CLASS I
 BX1003
 BX1003.The horizontal coordinates were scaled from a topographic map and have
 BX1003.an estimated accuracy of +/- 6 seconds.
 BX1003
 BX1003.The orthometric height was determined by differential leveling
 BX1003.and adjusted by the National Geodetic Survey in February 1994..
 BX1003
 BX1003.The geoid height was determined by GEOID03.
 BX1003
 BX1003.The dynamic height is computed by dividing the NAVD 88
 BX1003.geopotential number by the normal gravity value computed on the
 BX1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1003.degrees latitude (g = 980.6199 gals.).
 BX1003
 BX1003.The modeled gravity was interpolated from observed gravity values.
 BX1003
 BX1003;                    North         East    Units  Estimated Accuracy
 BX1003;SPC LA N     -    95,600.      992,570.      MT  (+/- 180 meters Scaled)
 BX1003
 BX1003                          SUPERSEDED SURVEY CONTROL
 BX1003
 BX1003  NAVD 88 (06/15/91)   25.116  (m)           82.40   (f) UNKNOWN     1 1
 BX1003  NGVD 29 (??/??/??)   25.110  (m)           82.38   (f) ADJUSTED    1 1
 BX1003
 BX1003.Superseded values are not recommended for survey control.
 BX1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1003.See file dsdata.txt to determine how the superseded data were derived.
 BX1003
 BX1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ401698(NAD 83)
 BX1003_MARKER: DB = BENCH MARK DISK
 BX1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1003_STAMPING: M 96 1938
 BX1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1003+STABILITY: SURFACE MOTION
 BX1003
 BX1003  HISTORY     - Date     Condition        Report By
 BX1003  HISTORY     - 1938     MONUMENTED       CGS
 BX1003  HISTORY     - 1970     GOOD             NGS
 BX1003  HISTORY     - 1977     GOOD             NGS
 BX1003  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1003
 BX1003                          STATION DESCRIPTION
 BX1003
 BX1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1003'5.9 MI E FROM BOYCE.
 BX1003'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1003'BOYCE, THENCE 5.75 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, 0.5
 BX1003'MILE EAST OF THE RAPIDES STATION SIGN, 48 FEET SOUTH OF THE SOUTH
 BX1003'RAIL, 17 FEET SOUTHEAST OF THE FIRST POLE WEST OF MILEPOST 203, 1 FOOT
 BX1003'NORTH OF A FENCE, 0.7 FOOT NORTH OF A METAL WITNESS POST, ABOUT 6 FEET
 BX1003'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BX1003'WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1003
 BX1003                          STATION RECOVERY (1977)
 BX1003
 BX1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1003'RECOVERED IN GOOD CONDITION.
 BX1003
 BX1003                          STATION RECOVERY (1999)
 BX1003
 BX1003'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1685 ***********************************************************************
 BX1685  DESIGNATION -  M 97
 BX1685  PID         -  BX1685
 BX1685  STATE/COUNTY-  LA/NATCHITOCHES
 BX1685  USGS QUAD   -  FLORA (1992)
 BX1685
 BX1685                         *CURRENT SURVEY CONTROL
 BX1685  ___________________________________________________________________
 BX1685* NAD 83(1986)-  31 36 36.     (N)    093 03 34.     (W)     SCALED    
 BX1685* NAVD 88     -        28.26   (+/-2cm)      92.7    (feet)  VERTCON   
 BX1685  ___________________________________________________________________
 BX1685  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1685
 BX1685  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1685
 BX1685.The horizontal coordinates were scaled from a topographic map and have
 BX1685.an estimated accuracy of +/- 6 seconds.
 BX1685
 BX1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1685.The vertical order pertains to the NGVD 29 superseded value.
 BX1685
 BX1685.The geoid height was determined by GEOID03.
 BX1685
 BX1685;                    North         East    Units  Estimated Accuracy
 BX1685;SPC LA N     -   123,210.      946,920.      MT  (+/- 180 meters Scaled)
 BX1685
 BX1685                          SUPERSEDED SURVEY CONTROL
 BX1685
 BX1685  NGVD 29 (??/??/??)   28.299  (m)           92.84   (f) ADJUSTED    1 2
 BX1685
 BX1685.Superseded values are not recommended for survey control.
 BX1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1685.See file dsdata.txt to determine how the superseded data were derived.
 BX1685
 BX1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ943972(NAD 83)
 BX1685_MARKER: DB = BENCH MARK DISK
 BX1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1685_STAMPING: M 97 1938
 BX1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1685+STABILITY: SURFACE MOTION
 BX1685
 BX1685  HISTORY     - Date     Condition        Report By
 BX1685  HISTORY     - 1938     MONUMENTED       CGS
 BX1685  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1685
 BX1685                          STATION DESCRIPTION
 BX1685
 BX1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1685'1.1 MI W FROM CYPRESS.
 BX1685'ABOUT 1.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1685'STATION AT CYPRESS, NATCHITOCHES PARISH, 6 FEET WEST OF MILEPOST 237,
 BX1685'AND 57 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 BX1685'DISK, STAMPED M 97 1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX1685
 BX1685                          STATION RECOVERY (1980)
 BX1685
 BX1685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1263 ***********************************************************************
 CQ1263  DESIGNATION -  M 98
 CQ1263  PID         -  CQ1263
 CQ1263  STATE/COUNTY-  LA/WEBSTER
 CQ1263  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1263
 CQ1263                         *CURRENT SURVEY CONTROL
 CQ1263  ___________________________________________________________________
 CQ1263* NAD 83(1986)-  32 32 20.     (N)    093 16 19.     (W)     SCALED    
 CQ1263* NAVD 88     -        59.176  (meters)     194.15   (feet)  ADJUSTED  
 CQ1263  ___________________________________________________________________
 CQ1263  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1263  DYNAMIC HT  -          59.110 (meters)     193.93  (feet)  COMP
 CQ1263  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CQ1263
 CQ1263  VERT ORDER  -  FIRST     CLASS I
 CQ1263
 CQ1263.The horizontal coordinates were scaled from a topographic map and have
 CQ1263.an estimated accuracy of +/- 6 seconds.
 CQ1263
 CQ1263.The orthometric height was determined by differential leveling
 CQ1263.and adjusted by the National Geodetic Survey in June 1991..
 CQ1263
 CQ1263.The geoid height was determined by GEOID03.
 CQ1263
 CQ1263.The dynamic height is computed by dividing the NAVD 88
 CQ1263.geopotential number by the normal gravity value computed on the
 CQ1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1263.degrees latitude (g = 980.6199 gals.).
 CQ1263
 CQ1263.The modeled gravity was interpolated from observed gravity values.
 CQ1263
 CQ1263;                    North         East    Units  Estimated Accuracy
 CQ1263;SPC LA N     -   226,330.      927,490.      MT  (+/- 180 meters Scaled)
 CQ1263
 CQ1263                          SUPERSEDED SURVEY CONTROL
 CQ1263
 CQ1263  NGVD 29 (??/??/??)   59.256  (m)          194.41   (f) ADJUSTED    1 1
 CQ1263
 CQ1263.Superseded values are not recommended for survey control.
 CQ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1263.See file dsdata.txt to determine how the superseded data were derived.
 CQ1263
 CQ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS744002(NAD 83)
 CQ1263_MARKER: DB = BENCH MARK DISK
 CQ1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1263_STAMPING: M 98 1938
 CQ1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1263+STABILITY: SURFACE MOTION
 CQ1263
 CQ1263  HISTORY     - Date     Condition        Report By
 CQ1263  HISTORY     - 1938     MONUMENTED       CGS
 CQ1263  HISTORY     - 1969     GOOD             CGS
 CQ1263  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ1263
 CQ1263                          STATION DESCRIPTION
 CQ1263
 CQ1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1263'1.25 MI E FROM SIBLEY.
 CQ1263'ABOUT 1.25 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1263'STATION AT SIBLEY, OR ABOUT 1.75 MILES WEST ALONG THE ILLINOIS CENTRAL
 CQ1263'RAILROAD FROM THE POST OFFICE AT DUBBERLY, 0.1 MILE WEST OF MILEPOST
 CQ1263'140, 39 FEET NORTH OF THE NORTH RAIL, 13 RAILS WEST OF THE WEST END OF
 CQ1263'A RAILROAD TRESTLE, 7 RAILS EAST OF A SEMAPHORE, 7 FEET WEST OF
 CQ1263'TELEPHONE POLE NUMBER 10632, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CQ1263'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CQ1263'ABOVE THE SURFACE OF THE GROUND.  SEC 23, T 18N, R 9W.
 CQ1263
 CQ1263                          STATION RECOVERY (1978)
 CQ1263
 CQ1263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5095 ***********************************************************************
 BJ5095  DESIGNATION -  MABILE
 BJ5095  PID         -  BJ5095
 BJ5095  STATE/COUNTY-  LA/ASSUMPTION
 BJ5095  USGS QUAD   -  LONE STAR (1983)
 BJ5095
 BJ5095                         *CURRENT SURVEY CONTROL
 BJ5095  ___________________________________________________________________
 BJ5095* NAD 83(1992)-  30 00 05.00016(N)    091 11 34.86538(W)     ADJUSTED  
 BJ5095* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BJ5095  ___________________________________________________________________
 BJ5095  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ5095  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BJ5095
 BJ5095  HORZ ORDER  -  FIRST
 BJ5095
 BJ5095.The horizontal coordinates were established by classical geodetic methods
 BJ5095.and adjusted by the National Geodetic Survey in January 1993..
 BJ5095
 BJ5095.The orthometric height was scaled from a topographic map.
 BJ5095
 BJ5095.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5095
 BJ5095.The geoid height was determined by GEOID03.
 BJ5095
 BJ5095;                    North         East     Units Scale Factor Converg.
 BJ5095;SPC LA S     -   166,428.656 1,013,537.292   MT  0.99992574   +0 04 12.6
 BJ5095;SPC LA S     -   546,024.68  3,325,246.93   sFT  0.99992574   +0 04 12.6
 BJ5095;UTM  15      - 3,320,313.794   674,291.342   MT  0.99997480   +0 54 13.5
 BJ5095
 BJ5095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5095!SPC LA S     -   1.00000401  x   0.99992574  =   0.99992975
 BJ5095!UTM  15      -   1.00000401  x   0.99997480  =   0.99997881
 BJ5095
 BJ5095|---------------------------------------------------------------------|
 BJ5095| PID    Reference Object                     Distance      Geod. Az  |
 BJ5095|                                                           dddmmss.s |
 BJ5095| CW2066 MABILE RM 1                          33.501 METERS 00346     |
 BJ5095| CW2065 MABILE AZ MK                                       1771600.5 |
 BJ5095| CW2067 MABILE RM 2                          33.851 METERS 26246     |
 BJ5095|---------------------------------------------------------------------|
 BJ5095
 BJ5095                          SUPERSEDED SURVEY CONTROL
 BJ5095
 BJ5095  NAD 83(1986)-  30 00 05.01896(N)    091 11 34.86298(W) AD(       ) 1
 BJ5095  NAD 27      -  30 00 04.29716(N)    091 11 34.49240(W) AD(       ) 1
 BJ5095
 BJ5095.Superseded values are not recommended for survey control.
 BJ5095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5095.See file dsdata.txt to determine how the superseded data were derived.
 BJ5095
 BJ5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7429120314(NAD 83)
 BJ5095_MARKER: DS = TRIANGULATION STATION DISK
 BJ5095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5095+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 BJ5095
 BJ5095  HISTORY     - Date     Condition        Report By
 BJ5095  HISTORY     - 1935     MONUMENTED       CGS
 BJ5095  HISTORY     - 1957     GOOD             CGS
 BJ5095  HISTORY     - 1964     MARK NOT FOUND   USGS
 BJ5095  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ5095  HISTORY     - 20060503 GOOD             NGS
 BJ5095
 BJ5095                          STATION DESCRIPTION
 BJ5095
 BJ5095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5095'ABOUT 14 MILES SW OF DONALDSONVILLE, ABOUT 9 MILES W OF
 BJ5095'PAINCOURTVILLE, AT THE NE CORNER OF A PASTURE BELONGING TO
 BJ5095'CLEBERT MABILE, 35 FEET S OF THE CENTER LINE OF STATE HIGHWAY
 BJ5095'170, 83 FEET W OF THE W END OF A BRIDGE OVER BAYOU PIERRE
 BJ5095'PART, AND 49 FEET NW OF THE W CORNER OF A SMALL HOUSE.  THE
 BJ5095'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5095'IN THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.  THE MARK
 BJ5095'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  REFERENCE MARK
 BJ5095'NO. 1 A STANDARD BRONZE REFERENCE DISK SET IN THE TOP OF A
 BJ5095'SQUARE BLOCK OR POST OF CONCRETE, PROJECTS 6 INCHES AND IS 1
 BJ5095'FOOT S OF THE N RIGHT-OF-WAY FENCE OF THE ROAD, 50 YARDS
 BJ5095'NW OF THE W END OF THE BRIDGE, 170.50 FEET (51.97 METERS)
 BJ5095'N OF REFERENCE MARK NO. 2, AND 109.91 FEET (33.50 METERS)
 BJ5095'FROM THE STATION N 03 DEG 46 MIN E. REFERENCE
 BJ5095'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET IN THE
 BJ5095'TOP OF A SQUARE BLOCK OR POST OF CONCRETE, PROJECTS 3
 BJ5095'INCHES AND IS 1 FOOT N OF AN E-W FENCE, 20 FEET E OF A
 BJ5095'BARN, AND 111.06 FEET (33.85 METERS) FROM THE STATION
 BJ5095'S 82 DEG 46 MIN W. THE AZIMUTH MARK, A STANDARD
 BJ5095'BRONZE DISK SET IN THE TOP OF A SQUARE BLOCK OR POST OF
 BJ5095'CONCRETE, PROJECTS 2 INCHES AND IS 1 FOOT E OF THE E
 BJ5095'RIGHT-OF-WAY FENCE OF THE ROAD, 60 YARDS S OF A HOUSE
 BJ5095'WITH TWO LARGE LIVE OAK TREES IN THE YARD, AND
 BJ5095'APPROXIMATELY 0.25 MILE FROM THE STATION
 BJ5095'S 02 DEG 44 MIN E.
 BJ5095
 BJ5095                          STATION RECOVERY (1957)
 BJ5095
 BJ5095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5095'THE STATION, RMS  NO. 1, NO. 2 AND AZIMUTH MARKS WERE RECOVERED
 BJ5095'IN GOOD CONDITION.
 BJ5095'
 BJ5095'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION
 BJ5095'FOLLOWS.
 BJ5095'
 BJ5095'THE STATION IS LOCATED IN ASSUMPTION PARISH ABOUT 9 MILES
 BJ5095'WEST OF PAINCOURTVILLE, IN THE FRONT LAWN OF A HOUSE, 31 FEET
 BJ5095'SOUTHWEST OF CENTER LINE OF HIGHWAY 70, 67 FEET NORTHWEST
 BJ5095'OF THE SOUTHWEST CORNER OF BRIDGE OVER A CANAL, 11.3 FEET
 BJ5095'SOUTHWEST OF A 12 INCH CYPRESS TREE IN FRONT LAWN, 19 FEET
 BJ5095'WEST OF THE NORTHWEST CORNER OF PORCH.  THE STATION IS MARKED
 BJ5095'BY A STANDARD BRONZE DISK SET IN A CONCRETE SQUARE MONUMENT
 BJ5095'FLUSH WITH GROUND.  STAMPED MABILE 1935.
 BJ5095'
 BJ5095'R.M. NO. 1 IS 109.91 FEET NORTH OF STATION, IN A SMALL GRASS LOT,
 BJ5095'59 FEET NORTHEAST OF CENTERLINE OF HIGHWAY 70, 130 FEET WEST
 BJ5095'OF A ROAD LEADING NORTH ALONG CANAL.  IT IS A STANDARD REFERENCE
 BJ5095'MARK DISK SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 BJ5095'6 INCHES, STAMPED R.M. NO. 1 1935.
 BJ5095'
 BJ5095'R.M. NO. 2 IS 111.06 FEET SOUTHWEST OF STATION, IN A BARN
 BJ5095'LOT, 9 FEET EAST OF NORTHEAST CORNER OF BARN, 42 FEET WEST
 BJ5095'OF NORTHWEST CORNER OF A HOUSE, 42 FEET SOUTH OF SOUTHWEST
 BJ5095'CORNER OF ANOTHER HOUSE.  IT IS A STANDARD R.M. DISK STAMPED
 BJ5095'R.M. NO. 2 1935 AND PROJECTS 3 INCHES.  IT IS NOT VISIBLE FROM
 BJ5095'THE STATION.
 BJ5095'
 BJ5095'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTH OF STATION
 BJ5095'IN A SMALL FIELD OWNED BY HENRY BLANCHARD, ABOUT 60 YARDS
 BJ5095'SOUTH OF TWO LIVE OAK TREES, 1 FOOT EAST OF A FENCE, 26 FEET
 BJ5095'EAST OF CENTERLINE OF HIGHWAY 70, IT IS A STANDARD R.M. DISK SET
 BJ5095'IN THE TOP OF A SQUARE CONCRETE MONUMENT, STAMPED MABILE 1935
 BJ5095'(AZIMUTH).  IT IS NOT VISIBLE FROM STATION.
 BJ5095
 BJ5095                          STATION RECOVERY (1964)
 BJ5095
 BJ5095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 BJ5095'STATION AND R.M. 2 NOT FOUND.  R.M. 1 OK.
 BJ5095'
 BJ5095'REVISED DESCRIPTION OF R.M. 1 FOLLOWS--ABOUT 14 MI. SW OF
 BJ5095'DONALDSONVILLE, ABOUT 9 MI. W. OF PAINCOURTVILLE.  T. 12 S.,
 BJ5095'R. 12 E., NEAR THE CENTER OF THE NE/4 OF SEC. 25.  50 YARDS
 BJ5095'NW OF THE W. END OF THE BRIDGE OVER BAYOU PIERRE PART.  4 FT.
 BJ5095'N. AND 20 FT. W. OF LONE TREE IN YARD.  2 FT. N. OF YARD
 BJ5095'FENCE.  A STD. BRONZE REF. DISK SET IN THE TOP OF A POST OF
 BJ5095'CONCRETE.  PROJECTS 4 INCHES.
 BJ5095
 BJ5095                          STATION RECOVERY (1968)
 BJ5095
 BJ5095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ5095'REFERENCE MARK 1 WAS THE ONLY MARK FOUND.  STATION MARK
 BJ5095'POSITION IS APPARENTLY IN THE S. BARROW PIT OF STATE HIGHWAY
 BJ5095'70 AND THE SURFACE MARK APPARENTLY GONE.
 BJ5095
 BJ5095                          STATION RECOVERY (2006)
 BJ5095
 BJ5095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 BJ5095'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3662 ***********************************************************************
 BJ3662  DESIGNATION -  MAC
 BJ3662  PID         -  BJ3662
 BJ3662  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3662  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3662
 BJ3662                         *CURRENT SURVEY CONTROL
 BJ3662  ___________________________________________________________________
 BJ3662* NAD 83(1992)-  30 49 58.19699(N)    090 52 29.12409(W)     ADJUSTED  
 BJ3662* NAVD 88     -        67.903  (meters)     222.78   (feet)  ADJUSTED  
 BJ3662  ___________________________________________________________________
 BJ3662  X           -     -83,685.655 (meters)                     COMP
 BJ3662  Y           -  -5,480,909.499 (meters)                     COMP
 BJ3662  Z           -   3,250,014.106 (meters)                     COMP
 BJ3662  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ3662  ELLIP HEIGHT-          40.64  (meters)          (02/21/02) GPS OBS
 BJ3662  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3662  DYNAMIC HT  -          67.815 (meters)     222.49  (feet)  COMP
 BJ3662  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ3662
 BJ3662  HORZ ORDER  -  FIRST
 BJ3662  VERT ORDER  -  SECOND    CLASS I
 BJ3662  ELLP ORDER  -  FOURTH    CLASS I
 BJ3662
 BJ3662.The horizontal coordinates were established by GPS observations
 BJ3662.and adjusted by the National Geodetic Survey in May 1994..
 BJ3662
 BJ3662.The orthometric height was determined by differential leveling
 BJ3662.and adjusted by the National Geodetic Survey in February 1994..
 BJ3662
 BJ3662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3662
 BJ3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3662
 BJ3662.The ellipsoidal height was determined by GPS observations
 BJ3662.and is referenced to NAD 83.
 BJ3662
 BJ3662.The geoid height was determined by GEOID03.
 BJ3662
 BJ3662.The dynamic height is computed by dividing the NAVD 88
 BJ3662.geopotential number by the normal gravity value computed on the
 BJ3662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3662.degrees latitude (g = 980.6199 gals.).
 BJ3662
 BJ3662.The modeled gravity was interpolated from observed gravity values.
 BJ3662
 BJ3662;                    North         East     Units Scale Factor Converg.
 BJ3662;SPC LA S     -   258,677.972 1,043,873.478   MT  1.00003095   +0 13 45.5
 BJ3662;SPC LA S     -   848,679.31  3,424,774.90   sFT  1.00003095   +0 13 45.5
 BJ3662;UTM  15      - 3,413,008.516   703,263.959   MT  1.00010968   +1 05 22.7
 BJ3662
 BJ3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3662!SPC LA S     -   0.99999362  x   1.00003095  =   1.00002457
 BJ3662!UTM  15      -   0.99999362  x   1.00010968  =   1.00010330
 BJ3662
 BJ3662|---------------------------------------------------------------------|
 BJ3662| PID    Reference Object                     Distance      Geod. Az  |
 BJ3662|                                                           dddmmss.s |
 BJ3662| BJ3661 MAC RM 1                             29.171 METERS 18116     |
 BJ3662| BJ3663 MAC RM 2                             58.900 METERS 25740     |
 BJ3662| BJ3664 MAC AZ MK                           487.194 METERS 2652904.8 |
 BJ3662|---------------------------------------------------------------------|
 BJ3662
 BJ3662                          SUPERSEDED SURVEY CONTROL
 BJ3662
 BJ3662  ELLIP H (05/13/94)   40.72   (m)                       GP(       ) 4 1
 BJ3662  NAD 83(1992)-  30 49 58.19736(N)    090 52 29.12399(W) AD(       ) 1
 BJ3662  ELLIP H (01/21/93)   40.72   (m)                       GP(       ) 4 2
 BJ3662  NAD 83(1986)-  30 49 58.21506(N)    090 52 29.12039(W) AD(       ) 1
 BJ3662  NGVD 29 (06/20/87)   67.92   (m)          222.8    (f) LEVELING    3  
 BJ3662
 BJ3662.Superseded values are not recommended for survey control.
 BJ3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3662.See file dsdata.txt to determine how the superseded data were derived.
 BJ3662
 BJ3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0326413009(NAD 83)
 BJ3662_MARKER: DS = TRIANGULATION STATION DISK
 BJ3662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3662_SP_SET: CONCRETE POST
 BJ3662_STAMPING: MAC 1984
 BJ3662_MARK LOGO: LADH  
 BJ3662_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3662_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3662+STABILITY: SURFACE MOTION
 BJ3662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3662+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1985
 BJ3662
 BJ3662  HISTORY     - Date     Condition        Report By
 BJ3662  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3662  HISTORY     - 1984     GOOD             LADTD
 BJ3662  HISTORY     - 19850613 GOOD
 BJ3662
 BJ3662                          STATION DESCRIPTION
 BJ3662
 BJ3662'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3662'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 51, T2S,
 BJ3662'R3E.  OWNERSHIP--MR. MANLY ANTHONY CAZEDESSUS, RT 2 BOX 134C,
 BJ3662'CLINTON, LA 70722.  PHONE NUMBER (504)683-5937.
 BJ3662'
 BJ3662'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ON STATE
 BJ3662'HIGHWAY 10 FOR 14.1 KM (8.75 MI) TO THE JUNCTION WITH A GRAVEL T-ROAD
 BJ3662'(RIVER ROAD) ON THE RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD
 BJ3662'FOR 5.9 KM (3.65 MI) TO THE JUNCTION WITH ANOTHER GRAVEL ROAD
 BJ3662'(RATTLESNAKE ROAD), THENCE SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1
 BJ3662'KM (0.6 MI) TO THE JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (LEFT)
 BJ3662'ON THE BLACKTOP ROAD FOR 0.2 KM (0.1 MI) TO A GRAVEL ROAD (HATCHER
 BJ3662'ROAD) ON THE LEFT, THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 1 KM
 BJ3662'(0.65 MI) TO A DRIVE ON THE LEFT JUST EAST OF A VINEYARD WITH THE
 BJ3662'STATION MARK SET ABOUT 0.08 KM (0.05 MI) DOWN ON THE RIGHT NEAR A
 BJ3662'FENCE.
 BJ3662'
 BJ3662'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3662'DISK STAMPED---MAC 1984---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3662'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3662'62.2 METERS (204 FEET) E FROM THE CENTER OF A GRAVEL DRIVE, 60 METERS
 BJ3662'(197 FEET) ENE FROM A POWER POLE, AND 1.7 METERS (5.5 FEET) W FROM
 BJ3662'THE CENTER OF A FENCE BRACE.
 BJ3662'
 BJ3662'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3662'DEVELOPMENT DISK STAMPED---MAC 1984---SET INTO AN IRREGULAR MASS OF
 BJ3662'CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3662'
 BJ3662'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3662'DEVELOPMENT DISK STAMPED---MAC RM 1 1984---SET INTO THE TOP OF A
 BJ3662'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3662'GROUND LOCATED 62.8 METERS (206 FEET) E FROM THE CENTER OF A GRAVEL
 BJ3662'ROAD, 59.4 METERS (195 FEET) ESE FROM A POWER POLE, AND 1.2 METERS (4
 BJ3662'FEET) W FROM A FENCE.
 BJ3662'
 BJ3662'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3662'DEVELOPMENT DISK STAMPED---MAC RM 2 1984---SET INTO THE TOP OF A
 BJ3662'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3662'GROUND LOCATED 43 METERS (141 FEET) SSE FROM THE SOUTHEAST CORNER OF
 BJ3662'A CHAIN LINKED FENCE, 5 METERS (16.5 FEET) E FROM THE CENTER OF A
 BJ3662'GRAVEL ROAD, AND 1.5 METERS (5 FEET) NNE FROM A POWER POLE.
 BJ3662'
 BJ3662'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3662'DISK STAMPED---MAC AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3662'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3662'LOCATED 5 METERS (16.5 FEET) N FROM THE CENTER OF A GRAVEL ROAD, 1.1
 BJ3662'METERS (3.5 FEET) SE FROM A FENCE CORNER, AND 0.8 METER (2.5 FEET) S
 BJ3662'FROM A WHITE BOARD FENCE.
 BJ3662'
 BJ3662'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST (RIGHT) FROM THE
 BJ3662'GRAVEL DRIVE DOWN THE GRAVEL ROAD FOR 0.5 KM (0.3 MI) TO THE AZIMUTH
 BJ3662'MARK SET ON THE RIGHT NEAR A WHITE BOARD FENCE.
 BJ3662
 BJ3662                          STATION RECOVERY (1984)
 BJ3662
 BJ3662'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3662'22.2 KM (13.8 MI) SE FROM CLINTON.
 BJ3662'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3662'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3662'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3662'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3662'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3662'WITH A BLACKTOP ROAD, THENCE SOUTH (LEFT) ON THE BLACKTOP ROAD FOR
 BJ3662'0.2 KM (0.1 MI) TO A GRAVEL ROAD (HATCHER ROAD) ON THE LEFT, THENCE
 BJ3662'EAST (LEFT) ON THE GRAVEL ROAD FOR 1 KM (0.65 MI) TO A DRIVE ON THE
 BJ3662'LEFT JUST EAST OF A VINEYARD WITH THE STATION MARK SET ABOUT 0.08 KM
 BJ3662'(0.05 MI) DOWN THE DRIVE ON THE RIGHT NEAR A FENCE, 62.2 METERS
 BJ3662'(204 FT) EAST OF THE CENTER OF THE GRAVEL DRIVE, AND 60 METERS
 BJ3662'(197 FT) EAST-NORTHEAST OF A POWER POLE.
 BJ3662'THE MARK IS 1.68 METERS  W FROM  THE CENTER OF A FENCE BR
 BJ3662'THE MARK IS 0.91 M BELOW GRAVEL DRIVE.
 BJ3662
 BJ3662                          STATION RECOVERY (1985)
 BJ3662
 BJ3662'RECOVERED 1985
 BJ3662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0921 ***********************************************************************
 AV0921  DESIGNATION -  MAC
 AV0921  PID         -  AV0921
 AV0921  STATE/COUNTY-  LA/CAMERON
 AV0921  USGS QUAD   -  WEST OF GREENS BAYOU (1993)
 AV0921
 AV0921                         *CURRENT SURVEY CONTROL
 AV0921  ___________________________________________________________________
 AV0921* NAD 83(1992)-  29 55 58.82852(N)    093 45 50.31449(W)     ADJUSTED  
 AV0921* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0921  ___________________________________________________________________
 AV0921  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AV0921  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AV0921
 AV0921  HORZ ORDER  -  SECOND
 AV0921
 AV0921.The horizontal coordinates were established by classical geodetic methods
 AV0921.and adjusted by the National Geodetic Survey in February 1996..
 AV0921
 AV0921.The orthometric height was scaled from a topographic map.
 AV0921
 AV0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0921
 AV0921.The geoid height was determined by GEOID03.
 AV0921
 AV0921;                    North         East     Units Scale Factor Converg.
 AV0921;SPC LA S     -   161,329.504   765,353.806   MT  0.99992644   -1 12 55.3
 AV0921;SPC LA S     -   529,295.21  2,510,998.28   sFT  0.99992644   -1 12 55.3
 AV0921;SPC TXSC     - 4,244,017.433 1,105,332.904   MT  0.99991757   +2 33 54.7
 AV0921;SPC TXSC     -13,923,913.86  3,626,413.04   sFT  0.99991757   +2 33 54.7
 AV0921;UTM  15      - 3,311,607.428   426,265.714   MT  0.99966708   -0 22 52.4
 AV0921
 AV0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0921!SPC LA S     -   1.00000412  x   0.99992644  =   0.99993056
 AV0921!SPC TXSC     -   1.00000412  x   0.99991757  =   0.99992169
 AV0921!UTM  15      -   1.00000412  x   0.99966708  =   0.99967120
 AV0921
 AV0921|---------------------------------------------------------------------|
 AV0921| PID    Reference Object                     Distance      Geod. Az  |
 AV0921|                                                           dddmmss.s |
 AV0921| CW0990 MAC RM 1                             25.159 METERS 02111     |
 AV0921| AV0882 HOUSE NORTH CHIMNEY                 APPROX. 2.6 KM 0480355.9 |
 AV0921| CW0991 MAC RM 2                             23.594 METERS 11816     |
 AV0921| AV0864 NORTH OIL DERRICK                   APPROX.16.5 KM 1310128.2 |
 AV0921| AV0874 SOUTH OIL DERRICK                   APPROX.17.3 KM 1333513.9 |
 AV0921| AV0918 RED HOUSE CHIMNEY                   APPROX. 3.6 KM 1652458.5 |
 AV0921| AV0925 NORTH LOOKOUT TOWER                 APPROX. 6.2 KM 1754122.6 |
 AV0921| AV0933 JOHNSON BAYOU                       APPROX. 9.2 KM 1940721.4 |
 AV0921| AV0934 PORT ARTHUR GULF ST UTIL STK        APPROX.18.1 KM 2455248.7 |
 AV0921| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX.17.9 KM 2480951.7 |
 AV0921| AV0974 PORT ARTHUR COLLEGE RADIO MAST      APPROX.16.8 KM 2492007.5 |
 AV0921| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX.21.1 KM 2492755.9 |
 AV0921| AV0972 PORT ARTHUR SOUTH TWIN CUPOLA       APPROX.16.4 KM 2495832.2 |
 AV0921| AV0971 PORT ARTHUR NORTH TWIN CUPOLA       APPROX.16.4 KM 2500058.5 |
 AV0921|---------------------------------------------------------------------|
 AV0921
 AV0921                          SUPERSEDED SURVEY CONTROL
 AV0921
 AV0921  NAD 83(1992)-  29 55 58.82828(N)    093 45 50.31454(W) AD(       ) 2
 AV0921  NAD 83(1986)-  29 55 58.84855(N)    093 45 50.30017(W) AD(       ) 2
 AV0921  NAD 27      -  29 55 58.07400(N)    093 45 49.69700(W) AD(       ) 2
 AV0921
 AV0921.Superseded values are not recommended for survey control.
 AV0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0921.See file dsdata.txt to determine how the superseded data were derived.
 AV0921
 AV0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2626611607(NAD 83)
 AV0921_MARKER: DS = TRIANGULATION STATION DISK
 AV0921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0921_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AV0921
 AV0921  HISTORY     - Date     Condition        Report By
 AV0921  HISTORY     - 1933     MONUMENTED       CGS
 AV0921
 AV0921                          STATION DESCRIPTION
 AV0921
 AV0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0921'STATION IS ON THE E SHORE OF SABINE LAKE, APPROXIMATELY 4-1/2
 AV0921'MILES S OF SABINE RIVER ENTRANCE, APPROXIMATELY 5-1/2 MILES
 AV0921'N OF JOHNSON BAYOU, AND 25 METERS INSHORE.  THERE IS NO PROMINENT
 AV0921'POINT HERE SO THE STATION MAY BE DIFFICULT TO FIND.  MARSH GRASS
 AV0921'IS HIGH.
 AV0921'
 AV0921'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 AV0921'TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE AROUND A
 AV0921'2 BY 4 STAKE DRIVEN INTO THE MARSH.
 AV0921'
 AV0921'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF A
 AV0921'SQUARE BLOCK OF CONCRETE CAST AROUND 2 BY 4 STAKES DRIVEN INTO
 AV0921'THE MARSH.
 AV0921'
 AV0921'A 4-FOOT DRAFT CAN BE CARRIED CLOSE INTO SHORE.  AND SHORE
 AV0921'LINE IS RECEDING.
 AV0921'
 AV0921'A 16-FOOT TRIPOD AND SCAFFOLD WAS USED AND NECESSARY FOR ALL
 AV0921'STATIONS.
 AV0921'
 AV0921'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3664 ***********************************************************************
 BJ3664  DESIGNATION -  MAC AZ MK
 BJ3664  PID         -  BJ3664
 BJ3664  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3664  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3664
 BJ3664                         *CURRENT SURVEY CONTROL
 BJ3664  ___________________________________________________________________
 BJ3664* NAD 83(1992)-  30 49 56.95120(N)    090 52 47.39983(W)     ADJUSTED  
 BJ3664* NAVD 88     -        73.026  (meters)     239.59   (feet)  ADJUSTED  
 BJ3664  ___________________________________________________________________
 BJ3664  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BJ3664  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3664  DYNAMIC HT  -          72.932 (meters)     239.28  (feet)  COMP
 BJ3664  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ3664
 BJ3664  HORZ ORDER  -  SECOND
 BJ3664  VERT ORDER  -  SECOND    CLASS I
 BJ3664
 BJ3664.The horizontal coordinates were established by classical geodetic methods
 BJ3664.and adjusted by the National Geodetic Survey in May 1994..
 BJ3664.No horizontal observational check was made to the station.
 BJ3664
 BJ3664.The orthometric height was determined by differential leveling
 BJ3664.and adjusted by the National Geodetic Survey in February 1994..
 BJ3664
 BJ3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3664
 BJ3664.The geoid height was determined by GEOID03.
 BJ3664
 BJ3664.The dynamic height is computed by dividing the NAVD 88
 BJ3664.geopotential number by the normal gravity value computed on the
 BJ3664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3664.degrees latitude (g = 980.6199 gals.).
 BJ3664
 BJ3664.The modeled gravity was interpolated from observed gravity values.
 BJ3664
 BJ3664;                    North         East     Units Scale Factor Converg.
 BJ3664;SPC LA S     -   258,637.673 1,043,387.938   MT  1.00003086   +0 13 36.3
 BJ3664;SPC LA S     -   848,547.10  3,423,181.93   sFT  1.00003086   +0 13 36.3
 BJ3664;UTM  15      - 3,412,960.927   702,779.041   MT  1.00010726   +1 05 13.3
 BJ3664
 BJ3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3664!SPC LA S     -   0.99999281  x   1.00003086  =   1.00002367
 BJ3664!UTM  15      -   0.99999281  x   1.00010726  =   1.00010007
 BJ3664
 BJ3664                          SUPERSEDED SURVEY CONTROL
 BJ3664
 BJ3664  NAD 83(1992)-  30 49 56.95158(N)    090 52 47.39958(W) AD(       ) 2
 BJ3664  NAD 83(1986)-  30 49 56.96927(N)    090 52 47.39596(W) AD(       ) 2
 BJ3664  NGVD 29 (06/20/87)   73.04   (m)          239.6    (f) LEVELING    3  
 BJ3664
 BJ3664.Superseded values are not recommended for survey control.
 BJ3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3664.See file dsdata.txt to determine how the superseded data were derived.
 BJ3664
 BJ3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0277912961(NAD 83)
 BJ3664_MARKER: DZ = AZIMUTH MARK DISK
 BJ3664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3664_SP_SET: CONCRETE POST
 BJ3664_STAMPING: MAC AZ MK 1984
 BJ3664_MARK LOGO: LADH  
 BJ3664_PROJECTION: FLUSH
 BJ3664_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3664+STABILITY: SURFACE MOTION
 BJ3664
 BJ3664  HISTORY     - Date     Condition        Report By
 BJ3664  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3664  HISTORY     - 1984     GOOD             LADTD
 BJ3664
 BJ3664                          STATION DESCRIPTION
 BJ3664
 BJ3664'DESCRIBED BY LA TRANSP AND DEV 1984 (TLH)
 BJ3664'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 51, T2S,
 BJ3664'R3E.  OWNERSHIP--EAST FELICIANA PARISH.
 BJ3664'
 BJ3664'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ON
 BJ3664'HIGHWAY 10 FOR 14.1 KM (8.75 MI) TO THE JUNCTION WITH A GRAVEL T-ROAD
 BJ3664'(RIVER ROAD) ON THE RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD
 BJ3664'FOR 5.9 KM (3.65 MI) TO THE JUNCTION WITH ANOTHER GRAVEL ROAD
 BJ3664'(RATTLESNAKE ROAD), THENCE SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR
 BJ3664'1.0 KM (0.6 MI) TO THE JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH
 BJ3664'(LEFT) ON THE BLACKTOP ROAD FOR 0.2 KM (0.1 MI) TO A GRAVEL ROAD
 BJ3664'(HATCHER ROAD) ON THE LEFT, THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR
 BJ3664'0.5 KM (0.35 MI) TO STATION ON THE LEFT NEAR A BOARD FENCE.
 BJ3664'
 BJ3664'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3664'DISK STAMPED---MAC AZ MK 1984---SET INTO THE TOP OF A ROUND
 BJ3664'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3664'LOCATED 5 METERS (16.5 FEET) N FROM THE CENTER OF A GRAVEL ROAD, 1.1
 BJ3664'METERS (3.5 FEET) SE FROM A FENCE CORNER, AND 0.8 METER (2.5 FEET) S
 BJ3664'FROM A WHITE BOARD FENCE.
 BJ3664
 BJ3664                          STATION RECOVERY (1984)
 BJ3664
 BJ3664'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3664'21.7 KM (13.5 MI) SE FROM CLINTON.
 BJ3664'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3664'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3664'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3664'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3664'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3664'WITH A BLACKTOP ROAD, THENCE SOUTH (LEFT) ON THE BLACKTOP ROAD FOR
 BJ3664'0.2 KM (0.1 MI) TO A GRAVEL ROAD (HATCHER ROAD) ON THE LEFT, THENCE
 BJ3664'EAST (LEFT) ON THE GRAVEL ROAD FOR 0.6 KM (0.35 MI) TO THE AZIMUTH
 BJ3664'MARK ON THE LEFT NEAR THE CORNER OF A WHITE BOARD FENCE, 22.3 METERS
 BJ3664'(73 FT) WEST OF POWER POLE NUMBER DS51-43-9, 5 METERS (16.5 FT) NORTH
 BJ3664'OF THE CENTER OF THE GRAVEL ROAD, 1.1 METERS (3.5 FT) SOUTHEAST OF A
 BJ3664'FENCE CORNER, AND 0.8 METER (2.5 FT) SOUTH OF A WHITE BOARD FENCE.
 BJ3664'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3664'THE MARK IS 2.13 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3661 ***********************************************************************
 BJ3661  DESIGNATION -  MAC RM 1
 BJ3661  PID         -  BJ3661
 BJ3661  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3661  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3661
 BJ3661                         *CURRENT SURVEY CONTROL
 BJ3661  ___________________________________________________________________
 BJ3661* NAD 83(1986)-  30 49 59.     (N)    090 52 29.     (W)     SCALED    
 BJ3661* NAVD 88     -        68.233  (meters)     223.86   (feet)  ADJUSTED  
 BJ3661  ___________________________________________________________________
 BJ3661  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3661  DYNAMIC HT  -          68.145 (meters)     223.57  (feet)  COMP
 BJ3661  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ3661
 BJ3661  VERT ORDER  -  SECOND    CLASS I
 BJ3661
 BJ3661.The horizontal coordinates were scaled from a topographic map and have
 BJ3661.an estimated accuracy of +/- 6 seconds.
 BJ3661
 BJ3661.The orthometric height was determined by differential leveling
 BJ3661.and adjusted by the National Geodetic Survey in February 1994..
 BJ3661
 BJ3661.The geoid height was determined by GEOID03.
 BJ3661
 BJ3661.The dynamic height is computed by dividing the NAVD 88
 BJ3661.geopotential number by the normal gravity value computed on the
 BJ3661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3661.degrees latitude (g = 980.6199 gals.).
 BJ3661
 BJ3661.The modeled gravity was interpolated from observed gravity values.
 BJ3661
 BJ3661;                    North         East    Units  Estimated Accuracy
 BJ3661;SPC LA S     -   258,700.    1,043,880.      MT  (+/- 180 meters Scaled)
 BJ3661
 BJ3661                          SUPERSEDED SURVEY CONTROL
 BJ3661
 BJ3661.No superseded survey control is available for this station.
 BJ3661
 BJ3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ032130(NAD 83)
 BJ3661_MARKER: DR = REFERENCE MARK DISK
 BJ3661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3661_SP_SET: CONCRETE POST
 BJ3661_STAMPING: MAC RM 1 1984
 BJ3661_MARK LOGO: LADH  
 BJ3661_PROJECTION: RECESSED 5 CENTIMETERS
 BJ3661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3661+STABILITY: SURFACE MOTION
 BJ3661
 BJ3661  HISTORY     - Date     Condition        Report By
 BJ3661  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3661  HISTORY     - 1984     GOOD             LADTD
 BJ3661
 BJ3661                          STATION DESCRIPTION
 BJ3661
 BJ3661'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3661'22.2 KM (13.8 MI) SE FROM CLINTON.
 BJ3661'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3661'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3661'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3661'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3661'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3661'WITH A BLACKTOP ROAD, THENCE SOUTH (LEFT) ON THE BLACKTOP ROAD FOR
 BJ3661'0.2KM (0.1MI) TO A GRAVEL ROAD (HATCHER ROAD) ON THE LEFT, THENCE EAST
 BJ3661'(LEFT) ON THE GRAVEL ROAD FOR 1 KM (0.65 MI) TO A DRIVE ON THE LEFT
 BJ3661'JUST EAST OF A VINEYARD WITH THE REFERENCE MARK SET ABOUT 0.08 KM
 BJ3661'(0.05 MI) DOWN THE DRIVE ON THE RIGHT NEAR A FENCE, 62.8 METERS
 BJ3661'(206 FT) EAST OF THE CENTER OF THE GRAVEL DRIVE, AND 59.4 METERS
 BJ3661'(195 FT) EAST-SOUTHEAST OF A POWER POLE.
 BJ3661'THE MARK IS 1.22 METERS  W FROM  A FENCE
 BJ3661'THE MARK IS 0.61 M BELOW GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3663 ***********************************************************************
 BJ3663  DESIGNATION -  MAC RM 2
 BJ3663  PID         -  BJ3663
 BJ3663  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3663  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3663
 BJ3663                         *CURRENT SURVEY CONTROL
 BJ3663  ___________________________________________________________________
 BJ3663* NAD 83(1986)-  30 49 59.     (N)    090 52 29.     (W)     SCALED    
 BJ3663* NAVD 88     -        69.198  (meters)     227.03   (feet)  ADJUSTED  
 BJ3663  ___________________________________________________________________
 BJ3663  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3663  DYNAMIC HT  -          69.108 (meters)     226.73  (feet)  COMP
 BJ3663  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BJ3663
 BJ3663  VERT ORDER  -  SECOND    CLASS I
 BJ3663
 BJ3663.The horizontal coordinates were scaled from a topographic map and have
 BJ3663.an estimated accuracy of +/- 6 seconds.
 BJ3663
 BJ3663.The orthometric height was determined by differential leveling
 BJ3663.and adjusted by the National Geodetic Survey in February 1994..
 BJ3663
 BJ3663.The geoid height was determined by GEOID03.
 BJ3663
 BJ3663.The dynamic height is computed by dividing the NAVD 88
 BJ3663.geopotential number by the normal gravity value computed on the
 BJ3663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3663.degrees latitude (g = 980.6199 gals.).
 BJ3663
 BJ3663.The modeled gravity was interpolated from observed gravity values.
 BJ3663
 BJ3663;                    North         East    Units  Estimated Accuracy
 BJ3663;SPC LA S     -   258,700.    1,043,880.      MT  (+/- 180 meters Scaled)
 BJ3663
 BJ3663                          SUPERSEDED SURVEY CONTROL
 BJ3663
 BJ3663.No superseded survey control is available for this station.
 BJ3663
 BJ3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ032130(NAD 83)
 BJ3663_MARKER: DR = REFERENCE MARK DISK
 BJ3663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3663_SP_SET: CONCRETE POST
 BJ3663_STAMPING: MAC RM 2 1984
 BJ3663_MARK LOGO: LADH  
 BJ3663_PROJECTION: FLUSH
 BJ3663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3663+STABILITY: SURFACE MOTION
 BJ3663
 BJ3663  HISTORY     - Date     Condition        Report By
 BJ3663  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3663  HISTORY     - 1984     GOOD             LADTD
 BJ3663
 BJ3663                          STATION DESCRIPTION
 BJ3663
 BJ3663'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3663'22.2 KM (13.8 MI) SE FROM CLINTON.
 BJ3663'ABOUT 14.1 KM (8.7 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3663'CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3663'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 5.9 KM (3.65 MI) TO
 BJ3663'THE JUNCTION WITH ANOTHER GRAVEL ROAD (RATTLESNAKE ROAD), THENCE
 BJ3663'SOUTHWEST (RIGHT) ON THE GRAVEL ROAD FOR 1 KM (0.6 MI) TO THE JUNCTION
 BJ3663'WITH A BLACKTOP ROAD, THENCE SOUTH (LEFT) ON THE BLACKTOP ROAD FOR
 BJ3663'0.2 KM (0.1 MI) TO A GRAVEL ROAD (HATCHER ROAD) ON THE LEFT, THENCE
 BJ3663'EAST (LEFT) ON THE GRAVEL ROAD FOR 1 KM (0.65 MI) TO A DRIVE ON THE
 BJ3663'LEFT JUST EAST OF A VINEYARD, WITH THE REFERENCE MARK SET ABOUT
 BJ3663'0.08 KM (0.05 MI) DOWN THE DRIVE ON THE RIGHT NEAR A POWER POLE,
 BJ3663'43 METERS (141 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN
 BJ3663'LINK FENCE, AND 5 METERS (16.5 FT) EAST OF THE CENTER OF A GRAVEL
 BJ3663'DRIVE.
 BJ3663'THE MARK IS 1.52 METERS  NE FROM  A POWER POLE
 BJ3663'THE MARK IS ABOVE LEVEL WITH GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2756 ***********************************************************************
 CQ2756  DESIGNATION -  MACK
 CQ2756  PID         -  CQ2756
 CQ2756  STATE/COUNTY-  LA/OUACHITA
 CQ2756  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2756
 CQ2756                         *CURRENT SURVEY CONTROL
 CQ2756  ___________________________________________________________________
 CQ2756* NAD 83(1992)-  32 29 21.08516(N)    092 10 31.27210(W)     ADJUSTED  
 CQ2756* NAVD 88     -        32.0    (meters)     105.     (feet)  VERTCON   
 CQ2756  ___________________________________________________________________
 CQ2756  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CQ2756  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ2756
 CQ2756  HORZ ORDER  -  SECOND
 CQ2756
 CQ2756.The horizontal coordinates were established by classical geodetic methods
 CQ2756.and adjusted by the National Geodetic Survey in January 1993..
 CQ2756
 CQ2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2756
 CQ2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2756
 CQ2756.The geoid height was determined by GEOID03.
 CQ2756
 CQ2756;                    North         East     Units Scale Factor Converg.
 CQ2756;SPC LA N     -   220,601.400 1,030,511.755   MT  0.99996435   +0 10 17.9
 CQ2756;SPC LA N     -   723,756.43  3,380,937.32   sFT  0.99996435   +0 10 17.9
 CQ2756;UTM  15      - 3,594,960.347   577,477.026   MT  0.99967402   +0 26 34.7
 CQ2756
 CQ2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2756!SPC LA N     -   0.99999905  x   0.99996435  =   0.99996340
 CQ2756!UTM  15      -   0.99999905  x   0.99967402  =   0.99967307
 CQ2756
 CQ2756|---------------------------------------------------------------------|
 CQ2756| PID    Reference Object                     Distance      Geod. Az  |
 CQ2756|                                                           dddmmss.s |
 CQ2756| CY4954 MACK RM 1                            12.366 METERS 15116     |
 CQ2756| CY4953 MACK AZ MK                                         1830342.2 |
 CQ2756| CQ2757 MACK LADH RM 2 1971                   8.544 METERS 25538     |
 CQ2756| CQ2759 MONROE AT T M WAVE KKT 25           APPROX. 1.2 KM 3013451.1 |
 CQ2756|---------------------------------------------------------------------|
 CQ2756
 CQ2756                          SUPERSEDED SURVEY CONTROL
 CQ2756
 CQ2756  NAD 83(1986)-  32 29 21.09854(N)    092 10 31.26456(W) AD(       ) 2
 CQ2756  NAD 27      -  32 29 20.57459(N)    092 10 30.77589(W) AD(       ) 2
 CQ2756  NGVD 29 (07/19/86)   32.0    (m)          105.     (f) VERT ANG       
 CQ2756
 CQ2756.Superseded values are not recommended for survey control.
 CQ2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2756.See file dsdata.txt to determine how the superseded data were derived.
 CQ2756
 CQ2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7747794960(NAD 83)
 CQ2756_MARKER: DD = SURVEY DISK
 CQ2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2756
 CQ2756  HISTORY     - Date     Condition        Report By
 CQ2756  HISTORY     - 1970     MONUMENTED       LADTD
 CQ2756
 CQ2756                          STATION DESCRIPTION
 CQ2756
 CQ2756'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CQ2756'THE STATION IS LOCATED 4 MILES WEST OF MONROE, 11 MILES EAST OF
 CQ2756'CALHOUN AND 3 MILES SOUTHWEST OF DOWNTOWN WEST MONROE IN THE
 CQ2756'NORTHEAST 1/4 OF SECTION 5, T17N, R3E, AND ON THE PROPERTY OWNED BY
 CQ2756'OUACHITA SCHOOL DISTRICT, ADDRESS OUACHITA SCHOOL BOARD, 100 BAY
 CQ2756'STREET, MONROE, TELEPHONE 323-1391.
 CQ2756'
 CQ2756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 CQ2756'INTERSTATE 20 IN WEST MONROE, GO SOUTH ON STATE HIGHWAY 34 FOR
 CQ2756'1.5 MILES TO THE JUNCTION OF STATE HIGHWAY 840-1, BEAR RIGHT AND
 CQ2756'FOLLOW STATE HIGHWAY 840-1 FOR 1.15 MILES TO ITS JUNCTION WITH
 CQ2756'STATE HIGHWAY 3033, THEN TURN RIGHT ON STATE HIGHWAY 3033 AND GO
 CQ2756'0.5 MILE TO THE STATION WHICH IS SET ON THE LEFT IN THE
 CQ2756'NORTHEAST CORNER OF THE RISER SCHOOL PLAYGROUND.
 CQ2756'
 CQ2756'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 CQ2756'STATE HIGHWAY 3033 FOR 0.5 MILE TO THE JUNCTION WITH STATE
 CQ2756'HIGHWAY 840-1.  THE MARK IS SET IN THE SOUTHEAST CORNER OF THE
 CQ2756'RISER SCHOOL PLAYGROUND.
 CQ2756'
 CQ2756'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2756'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2756'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2756'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2756'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2756'SURFACE.  THEY ARE STAMPED MACK 1970.  THE MARK IS 175 FEET
 CQ2756'NORTHEAST OF THE EAST POST ON THE NORTH GOAL POST ON THE RISER
 CQ2756'SCHOOL FOOTBALL FIELD, 72.5 FEET SOUTH OF THE SOUTHEAST CORNER
 CQ2756'OF A BRICK RESIDENCE, 53 FEET WEST OF THE CENTER OF STATE
 CQ2756'HIGHWAY 3033, 24 FEET SOUTH OF A POWER POLE, AND 3.5 FEET WEST
 CQ2756'OF A METAL WITNESS POST AND SIGN.
 CQ2756'
 CQ2756'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2756'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2756'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2756'GROUND.  IT IS STAMPED MACK R.M. 1 1970.  IT IS 185 FEET
 CQ2756'NORTHEAST OF THE EAST POST ON THE FOOTBALL GOAL POST, 109 FEET
 CQ2756'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK RESIDENCE, 63
 CQ2756'FEET SOUTHEAST OF A POWER POLE, AND 30 FEET WEST OF THE CENTER
 CQ2756'OF STATE HIGHWAY 3033.
 CQ2756'
 CQ2756'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2756'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CQ2756'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2756'GROUND.  IT IS STAMPED MACK R.M. 2 1970.  IT IS 150 FEET
 CQ2756'NORTH-NORTHEAST OF THE FOOTBALL GOAL POST, 84 FEET SOUTH OF THE
 CQ2756'SOUTHEAST CORNER OF A BRICK RESIDENCE, 79 FEET WEST-SOUTHWEST OF
 CQ2756'THE CENTER OF STATE HIGHWAY 3033, AND 39 FEET SOUTH-SOUTHWEST
 CQ2756'OF A POWER POLE.
 CQ2756'
 CQ2756'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2756'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2756'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2756'IS STAMPED MACK AZ.MK. 1970.  IT IS 43 FEET WEST OF THE CENTER OF
 CQ2756'STATE HIGHWAY 3033, 33 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 CQ2756'840-1, 8 FEET WEST OF A POWER POLE, AND 2 FEET WEST OF A METAL
 CQ2756'WITNESS POST AND SIGN.
 CQ2756'
 CQ2756'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3145 ***********************************************************************
 CQ3145  DESIGNATION -  MACK
 CQ3145  PID         -  CQ3145
 CQ3145  STATE/COUNTY-  LA/BOSSIER
 CQ3145  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3145
 CQ3145                         *CURRENT SURVEY CONTROL
 CQ3145  ___________________________________________________________________
 CQ3145* NAD 83(1992)-  32 27 53.78524(N)    093 39 54.97817(W)     ADJUSTED  
 CQ3145* NAVD 88     -        49.90   (+/-2cm)     163.7    (feet)  VERTCON   
 CQ3145  ___________________________________________________________________
 CQ3145  X           -    -344,350.237 (meters)                     COMP
 CQ3145  Y           -  -5,375,561.773 (meters)                     COMP
 CQ3145  Z           -   3,404,056.209 (meters)                     COMP
 CQ3145  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CQ3145  ELLIP HEIGHT-          23.74  (meters)          (02/20/02) GPS OBS
 CQ3145  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ3145
 CQ3145  HORZ ORDER  -  SECOND
 CQ3145  VERT ORDER  -  THIRD ? (See Below)
 CQ3145  ELLP ORDER  -  FOURTH    CLASS I
 CQ3145
 CQ3145.The horizontal coordinates were established by classical geodetic methods
 CQ3145.and adjusted by the National Geodetic Survey in January 1993..
 CQ3145
 CQ3145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3145.The vertical order pertains to the NGVD 29 superseded value.
 CQ3145
 CQ3145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3145
 CQ3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3145
 CQ3145.The ellipsoidal height was determined by GPS observations
 CQ3145.and is referenced to NAD 83.
 CQ3145
 CQ3145.The geoid height was determined by GEOID03.
 CQ3145
 CQ3145;                    North         East     Units Scale Factor Converg.
 CQ3145;SPC LA N     -   218,455.544   890,455.543   MT  0.99996022   -0 36 57.9
 CQ3145;SPC LA N     -   716,716.23  2,921,436.23   sFT  0.99996022   -0 36 57.9
 CQ3145;UTM  15      - 3,592,167.557   437,480.093   MT  0.99964820   -0 21 25.6
 CQ3145
 CQ3145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3145!SPC LA N     -   0.99999627  x   0.99996022  =   0.99995649
 CQ3145!UTM  15      -   0.99999627  x   0.99964820  =   0.99964447
 CQ3145
 CQ3145|---------------------------------------------------------------------|
 CQ3145| PID    Reference Object                     Distance      Geod. Az  |
 CQ3145|                                                           dddmmss.s |
 CQ3145| CX6705 MACK RM 1                            13.100 METERS 01611     |
 CQ3145| CX6706 MACK RM 2                            10.810 METERS 08146     |
 CQ3145| CQ3146 MACK A                               21.209 METERS 19634     |
 CQ3145| CX6704 MACK AZ MK                                         3233447.1 |
 CQ3145|---------------------------------------------------------------------|
 CQ3145
 CQ3145                          SUPERSEDED SURVEY CONTROL
 CQ3145
 CQ3145  ELLIP H (03/31/95)   23.86   (m)                       GP(       ) 4 1
 CQ3145  NAD 83(1986)-  32 27 53.79644(N)    093 39 54.96800(W) AD(       ) 2
 CQ3145  NAD 27      -  32 27 53.24455(N)    093 39 54.33074(W) AD(       ) 2
 CQ3145  NGVD 29 (03/31/95)   49.97   (m)          163.9    (f) LEVELING    3  
 CQ3145
 CQ3145.Superseded values are not recommended for survey control.
 CQ3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3145.See file dsdata.txt to determine how the superseded data were derived.
 CQ3145
 CQ3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3748092168(NAD 83)
 CQ3145_MARKER: DD = SURVEY DISK
 CQ3145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3145_STAMPING: MACK 1969
 CQ3145_MARK LOGO: LADTD 
 CQ3145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3145+STABILITY: SURFACE MOTION
 CQ3145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3145+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 CQ3145
 CQ3145  HISTORY     - Date     Condition        Report By
 CQ3145  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3145  HISTORY     - 19920609 SEE DESCRIPTION  BCED
 CQ3145
 CQ3145                          STATION DESCRIPTION
 CQ3145
 CQ3145'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3145'THE STATION IS LOCATED 0.53 MILE SOUTH OF BOSSIER CITY
 CQ3145'LIMITS AND ON PROPERTY OWNED BY LOUISIANA AND ARKANSAS
 CQ3145'RAILROAD.  IT IS 2.00 FEET SOUTHEAST OF A WITNESS POST, 12.50
 CQ3145'FEET NORTHEAST OF EAST RAIL ON MAINLINE OF THE LOUISIANA AND
 CQ3145'ARKANSAS RAILROAD, 34.60 FEET SOUTHWEST OF FENCE, 21.60 FEET
 CQ3145'WEST-NORTHWEST OF RAILROAD AUTOMATIC SWITCH BOX, 63.0 FEET
 CQ3145'NORTHWEST OF CENTER OF DRIVE TO SOUTHERN GARDENS SUBDIVISION,
 CQ3145'96.0 FEET NORTHEAST OF CENTER OF NORTH BOUND LANE OF U.S.
 CQ3145'HIGHWAY 71.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S.
 CQ3145'COAST AND GEODETIC SURVEY DISK, STAMPED MACK 1969 FLUSH WITH
 CQ3145'THE SURFACE OF THE GROUND.
 CQ3145'
 CQ3145'REFERENCE MARK NO. 1 IS 42.99 FEET NORTHEAST OF THE STATION.  IT
 CQ3145'IS 3.60 FEET WEST-SOUTHWEST OF A NORTH-SOUTH FENCE, 90.70 FEET
 CQ3145'NORTHWEST OF CENTER OF DRIVE TO THE SOUTHERN GARDENS SUBDIVISION,
 CQ3145'45.30 FEET NORTH-NORTHWEST OF RAILROAD SWITCH BOX, 41.75 FEET
 CQ3145'NORTH-NORTHEAST OF A WITNESS POST, 45.30 FEET EAST-NORTHEAST OF
 CQ3145'EAST RAIL ON MAINLINE OF LOUISIANA AND ARKANSAS RAILROAD, 125.0
 CQ3145'FEET EAST-NORTHEAST OF CENTER OF U.S. HIGHWAY 71 (NORTH BOUND
 CQ3145'LANE).  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S.
 CQ3145'COAST AND GEODETIC SURVEY DISK, STAMPED R.M. NO. 1 MACK 1969,
 CQ3145'PROJECTING 2 INCHES.
 CQ3145'
 CQ3145'REFERENCE MARK NO. 2 IS 35.47 FEET SOUTHEAST OF THE
 CQ3145'STATION.  IT IS 2.80 FEET WEST-SOUTHWEST OF NORTH-SOUTH FENCE,
 CQ3145'48.0 FEET NORTH-NORTHWEST OF CENTER OF DRIVE INTO THE SOUTHERN
 CQ3145'GARDENS SUBDIVISION, 24.30 FEET NORTHEAST OF RAILROAD SWITCH BOX,
 CQ3145'44.60 FEET EAST-NORTHEAST OF EAST RAIL OF MAINLINE ON THE
 CQ3145'LOUISIANA AND ARKANSAS RAILROAD, 125.0 FEET EAST-NORTHEAST OF
 CQ3145'CENTER OF NORTH BOUND LANE OF U.S. HIGHWAY 71, 36.60 FEET EAST
 CQ3145'OF A WITNESS POST.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3145'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO. 2 MACK
 CQ3145'1969, PROJECTING 2 INCHES.
 CQ3145'
 CQ3145'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 42.92 FEET.
 CQ3145'
 CQ3145'THE AZIMUTH MARK IS 0.77 MILE NORTH OF THE STATION.  IT IS
 CQ3145'2.10 FEET SOUTHEAST OF A METAL WITNESS POST, 5.30 FEET
 CQ3145'NORTHEAST OF A FENCE, 21.0 FEET EAST-SOUTHEAST OF A HIGHWAY
 CQ3145'RIGHT OF WAY MARKER, 64.80 FEET SOUTHWEST OF CENTER OF SOUTH
 CQ3145'BOUND LANE OF U.S. HIGHWAY 71, 46.70 FEET WEST OF WEST END OF
 CQ3145'CROSS DRAIN, AND 14.50 FEET NORTH-NORTHWEST OF POWER POLE NO. 6,
 CQ3145'15.0 FEET WEST-NORTHWEST OF A GAS METER.
 CQ3145'
 CQ3145'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH
 CQ3145'ALONG U.S. HIGHWAY 71 FOR 0.77 MILE TO MARK SET ON LEFT ON
 CQ3145'SMALL RISE NEAR GAS METER.  IT IS A LOUISIANA DEPARTMENT OF
 CQ3145'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK, STAMPED
 CQ3145'AZ.MK. MACK 1969, PROJECTING 2 INCHES.
 CQ3145'
 CQ3145'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CQ3145'71 AND STATE HIGHWAY 511 IN BOSSIER CITY, DRIVE SOUTH ALONG
 CQ3145'U.S. HIGHWAY 71 FOR 3.0 MILES TO STATION SET ON LEFT NEAR
 CQ3145'DRIVE TO SOUTHERN GARDENS SUBDIVISION.
 CQ3145'
 CQ3145'CUT IN STACK ON COTTON SEED OIL COMPRESS IN DOWNTOWN BOSSIER
 CQ3145'CITY NEAR RIVER.
 CQ3145
 CQ3145                          STATION RECOVERY (1992)
 CQ3145
 CQ3145'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ3145'RECOVERED AS DESCRIBED.  FIELD CREW REPORTED THAT STATION SEEMED TO BE
 CQ3145'LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3087 ***********************************************************************
 BX3087  DESIGNATION -  MACKS
 BX3087  PID         -  BX3087
 BX3087  STATE/COUNTY-  LA/NATCHITOCHES
 BX3087  USGS QUAD   -  FLORA (1992)
 BX3087
 BX3087                         *CURRENT SURVEY CONTROL
 BX3087  ___________________________________________________________________
 BX3087* NAD 83(1992)-  31 36 34.86466(N)    093 03 00.10081(W)     ADJUSTED  
 BX3087* NAVD 88     -        38.7    (meters)     127.     (feet)  VERTCON   
 BX3087  ___________________________________________________________________
 BX3087  X           -    -289,284.835 (meters)                     COMP
 BX3087  Y           -  -5,429,176.662 (meters)                     COMP
 BX3087  Z           -   3,323,657.010 (meters)                     COMP
 BX3087  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BX3087  ELLIP HEIGHT-          12.41  (meters)          (06/26/02) GPS OBS
 BX3087  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX3087
 BX3087  HORZ ORDER  -  FIRST
 BX3087  ELLP ORDER  -  FOURTH    CLASS II
 BX3087
 BX3087.The horizontal coordinates were established by GPS observations
 BX3087.and adjusted by the National Geodetic Survey in January 1993..
 BX3087
 BX3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3087
 BX3087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3087
 BX3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3087
 BX3087.The ellipsoidal height was determined by GPS observations
 BX3087.and is referenced to NAD 83.
 BX3087
 BX3087.The geoid height was determined by GEOID03.
 BX3087
 BX3087;                    North         East     Units Scale Factor Converg.
 BX3087;SPC LA N     -   123,168.892   947,811.084   MT  0.99992910   -0 17 26.9
 BX3087;SPC LA N     -   404,096.61  3,109,610.20   sFT  0.99992910   -0 17 26.9
 BX3087;UTM  15      - 3,497,174.595   495,254.679   MT  0.99960028   -0 01 34.4
 BX3087
 BX3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3087!SPC LA N     -   0.99999805  x   0.99992910  =   0.99992715
 BX3087!UTM  15      -   0.99999805  x   0.99960028  =   0.99959833
 BX3087
 BX3087                          SUPERSEDED SURVEY CONTROL
 BX3087
 BX3087  ELLIP H (01/21/93)   12.54   (m)                       GP(       ) 4 2
 BX3087  NAD 83(1986)-  31 36 34.88201(N)    093 03 00.09157(W) AD(       ) 1
 BX3087  NGVD 29 (08/25/89)   38.7    (m)          127.     (f) GPS OBS        
 BX3087
 BX3087.Superseded values are not recommended for survey control.
 BX3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3087.See file dsdata.txt to determine how the superseded data were derived.
 BX3087
 BX3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9525597175(NAD 83)
 BX3087_MARKER: DE = TRAVERSE STATION DISK
 BX3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3087_SP_SET: CONCRETE POST
 BX3087_STAMPING: MACKS 1988
 BX3087_MARK LOGO: LADTD 
 BX3087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3087+STABILITY: SURFACE MOTION
 BX3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3087+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 BX3087
 BX3087  HISTORY     - Date     Condition        Report By
 BX3087  HISTORY     - 1988     MONUMENTED       LADTD
 BX3087  HISTORY     - 19890223 GOOD
 BX3087  HISTORY     - 20060611 GOOD             USPSQD
 BX3087
 BX3087                          STATION DESCRIPTION
 BX3087
 BX3087'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3087'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) SOUTHWEST OF
 BX3087'NATCHITOCHES, 15.3 KM (9.50 MI) SOUTHEAST OF PROVENCANL AND 1.6 KM
 BX3087'(1.00 MI) WEST OF CYPRESS, IN THE NORTHWEST QUADRANT OF SECTION 38, T
 BX3087'7 N, R 6 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BX3087'DEVELOPMENT.
 BX3087'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3087'STATE HIGHWAY 6 WEST OF NATCHITOCHES, GO SOUTH FOR 16.7 KM (10.40 MI)
 BX3087'ON INTERSTATE 49 TO THE INTERCHANGE WITH STATE HIGHWAY 120, WITH THE
 BX3087'MARK SET IN THE MEDIAN AT THE OVERPASS NORTH OF HIGHWAY 120.
 BX3087'THE STATION IS FLUSH WITH THE GROUND 16 M (52.5 FT) NORTHEAST FROM THE
 BX3087'CENTER OF THE SOUTH BOUND LANES OF INTERSTATE 49, 11 M (36.1 FT)
 BX3087'SOUTHWEST FROM THE CENTER OF THE NORTH BOUND LANES OF INTERSTATE 49,
 BX3087'10.8 M (35.4 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE SOUTH
 BX3087'BOUND OVERPASS, 7 M (23.0 FT) WEST OF THE NORTHWEST CORNER OF THE
 BX3087'NORTH BOUND OVERPASS AND 0.6 M (2.0 FT) SOUTHEAST FROM A METAL WITNESS
 BX3087'POST WITH A SIGN ATTACHED.
 BX3087
 BX3087                          STATION RECOVERY (1989)
 BX3087
 BX3087'RECOVERED 1989
 BX3087'RECOVERED IN GOOD CONDITION.
 BX3087
 BX3087                          STATION RECOVERY (2006)
 BX3087
 BX3087'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BX3087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3088 ***********************************************************************
 BX3088  DESIGNATION -  MACKS AZ MK
 BX3088  PID         -  BX3088
 BX3088  STATE/COUNTY-  LA/NATCHITOCHES
 BX3088  USGS QUAD   -  FLORA (1992)
 BX3088
 BX3088                         *CURRENT SURVEY CONTROL
 BX3088  ___________________________________________________________________
 BX3088* NAD 83(1992)-  31 37 25.55907(N)    093 03 46.90298(W)     ADJUSTED  
 BX3088* NAVD 88     -        36.5    (meters)     120.     (feet)  VERTCON   
 BX3088  ___________________________________________________________________
 BX3088  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BX3088  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX3088
 BX3088  HORZ ORDER  -  SECOND
 BX3088
 BX3088.The horizontal coordinates were established by classical geodetic methods
 BX3088.and adjusted by the National Geodetic Survey in January 1993..
 BX3088
 BX3088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3088
 BX3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3088
 BX3088.The geoid height was determined by GEOID03.
 BX3088
 BX3088;                    North         East     Units Scale Factor Converg.
 BX3088;SPC LA N     -   124,736.484   946,585.656   MT  0.99992782   -0 17 51.6
 BX3088;SPC LA N     -   409,239.61  3,105,589.77   sFT  0.99992782   -0 17 51.6
 BX3088;UTM  15      - 3,498,735.998   494,022.429   MT  0.99960044   -0 01 59.0
 BX3088
 BX3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3088!SPC LA N     -   0.99999838  x   0.99992782  =   0.99992620
 BX3088!UTM  15      -   0.99999838  x   0.99960044  =   0.99959882
 BX3088
 BX3088                          SUPERSEDED SURVEY CONTROL
 BX3088
 BX3088  NAD 83(1986)-  31 37 25.57626(N)    093 03 46.89398(W) AD(       ) 2
 BX3088  NGVD 29 (08/25/89)   36.5    (m)          120.     (f) VERT ANG       
 BX3088
 BX3088.Superseded values are not recommended for survey control.
 BX3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3088.See file dsdata.txt to determine how the superseded data were derived.
 BX3088
 BX3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9402298736(NAD 83)
 BX3088_MARKER: DZ = AZIMUTH MARK DISK
 BX3088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX3088_SP_SET: HIGHWAY OVERPASS
 BX3088_STAMPING: MACKS AZ MK 1988
 BX3088_MARK LOGO: LADTD 
 BX3088_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3088+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 BX3088
 BX3088  HISTORY     - Date     Condition        Report By
 BX3088  HISTORY     - 1988     MONUMENTED       LADTD
 BX3088  HISTORY     - 20060611 GOOD             USPSQD
 BX3088
 BX3088                          STATION DESCRIPTION
 BX3088
 BX3088'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3088'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHWEST OF
 BX3088'NATCHITOCHES, 14.5 KM (9.00 MI) SOUTHEAST OF PROVENCAL AND 2.4 KM
 BX3088'(1.50 MI) NORTHWEST OF CYPRESS, IN THE NORTHWEST QUADRANT OF SECTION
 BX3088'2, T 7 N, R 6 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BX3088'AND DEVELOPMENT.
 BX3088'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3088'STATE HIGHWAY 6 WEST OF NATCHITOCHES, GO SOUTH FOR 15.0 KM (9.30 MI)
 BX3088'ON INTERSTATE 49 TO THE MARK SET ON THE LEFT IN A DRILL HOLE NEAR THE
 BX3088'SOUTHEAST CORNER OF THE NORTH BOUND BRIDGE OVERPASS.
 BX3088'THE STATION IS 10.1 M (33.1 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 BX3088'THE NORTH BOUND OVERPASS, 7.8 M (25.6 FT) NORTHEAST FROM THE CENTER OF
 BX3088'THE NORTH BOUND LANES OF THE INTERSTATE, 0.9 M (3.0 FT) SOUTHWEST FROM
 BX3088'A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.8 M (2.6 FT)
 BX3088'EAST-SOUTHEAST FROM THE CENTER OF A CATCH BASIN.
 BX3088
 BX3088                          STATION RECOVERY (2006)
 BX3088
 BX3088'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BX3088'LAST SENTENCE SHOULD READ 2.6 FEET WEST-NORTHWEST FROM THE CENTER OF
 BX3088'A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3089 ***********************************************************************
 BX3089  DESIGNATION -  MACKS AZ MK 2
 BX3089  PID         -  BX3089
 BX3089  STATE/COUNTY-  LA/NATCHITOCHES
 BX3089  USGS QUAD   -  FLORA (1992)
 BX3089
 BX3089                         *CURRENT SURVEY CONTROL
 BX3089  ___________________________________________________________________
 BX3089* NAD 83(1992)-  31 35 52.93723(N)    093 02 21.78547(W)     ADJUSTED  
 BX3089* NAVD 88     -        33.9    (meters)     111.     (feet)  VERTCON   
 BX3089  ___________________________________________________________________
 BX3089  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BX3089  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX3089
 BX3089  HORZ ORDER  -  SECOND
 BX3089
 BX3089.The horizontal coordinates were established by classical geodetic methods
 BX3089.and adjusted by the National Geodetic Survey in January 1993..
 BX3089
 BX3089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3089
 BX3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3089
 BX3089.The geoid height was determined by GEOID03.
 BX3089
 BX3089;                    North         East     Units Scale Factor Converg.
 BX3089;SPC LA N     -   121,872.560   948,814.515   MT  0.99993021   -0 17 06.6
 BX3089;SPC LA N     -   399,843.56  3,112,902.29   sFT  0.99993021   -0 17 06.6
 BX3089;UTM  15      - 3,495,883.334   496,263.752   MT  0.99960017   -0 01 14.3
 BX3089
 BX3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3089!SPC LA N     -   0.99999878  x   0.99993021  =   0.99992899
 BX3089!UTM  15      -   0.99999878  x   0.99960017  =   0.99959895
 BX3089
 BX3089                          SUPERSEDED SURVEY CONTROL
 BX3089
 BX3089  NAD 83(1986)-  31 35 52.95472(N)    093 02 21.77604(W) AD(       ) 2
 BX3089  NGVD 29 (08/25/89)   34.0    (m)          112.     (f) VERT ANG       
 BX3089
 BX3089.Superseded values are not recommended for survey control.
 BX3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3089.See file dsdata.txt to determine how the superseded data were derived.
 BX3089
 BX3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9626495883(NAD 83)
 BX3089_MARKER: DZ = AZIMUTH MARK DISK
 BX3089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX3089_SP_SET: HIGHWAY OVERPASS
 BX3089_STAMPING: MACKS AZ MK 2 1988
 BX3089_MARK LOGO: LADTD 
 BX3089_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3089+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 BX3089
 BX3089  HISTORY     - Date     Condition        Report By
 BX3089  HISTORY     - 1988     MONUMENTED       LADTD
 BX3089  HISTORY     - 20060611 GOOD             USPSQD
 BX3089
 BX3089                          STATION DESCRIPTION
 BX3089
 BX3089'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3089'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTHWEST OF
 BX3089'NATCHITOCHES, 16.1 KM (10.00 MI) SOUTHEAST OF PROVENCAL AND 2.4 KM
 BX3089'(1.50 MI) SOUTHWEST OF CYPRESS, IN THE NORTHEAST QUADRANT OF SECTION
 BX3089'13, T 7 N, R 6 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BX3089'AND DEVELOPMENT.
 BX3089'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3089'STATE HIGHWAY 6 WEST OF NATCHITOCHES, OF SOUTH FOR 18.3 KM (11.35 MI)
 BX3089'ON INTERSTATE 49 TO THE MARK ON THE RIGHT SET IN A DRILL HOLE NEAR THE
 BX3089'NORTHWEST CORNER OF THE SOUTH BOUND BRIDGE OVERPASS.
 BX3089'THE STATION IS 10.1 M (33.1 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 BX3089'THE SOUTH BOUND OVERPASS, 7.8 SOUTHEAST FROM THE CENTER OF THE SOUTH
 BX3089'BOUND LANES OF THE INTERSTATE, 0.9 M (3.0 FT) NORTHEAST FROM A METAL
 BX3089'WITNESS POST WITH A SIGN ATTACHED AND 0.8 EAST FROM THE CENTER OF THE
 BX3089'CATCH BASIN.
 BX3089
 BX3089                          STATION RECOVERY (2006)
 BX3089
 BX3089'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BX3089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3343 ***********************************************************************
 BK3343  DESIGNATION -  MACLAND
 BK3343  PID         -  BK3343
 BK3343  STATE/COUNTY-  LA/ST LANDRY
 BK3343  USGS QUAD   -  BEGGS (1992)
 BK3343
 BK3343                         *CURRENT SURVEY CONTROL
 BK3343  ___________________________________________________________________
 BK3343* NAD 83(1992)-  30 39 52.43267(N)    092 04 09.35603(W)     ADJUSTED  
 BK3343* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 BK3343  ___________________________________________________________________
 BK3343  X           -    -198,268.486 (meters)                     COMP
 BK3343  Y           -  -5,487,458.060 (meters)                     COMP
 BK3343  Z           -   3,233,953.366 (meters)                     COMP
 BK3343  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK3343  ELLIP HEIGHT-         -14.58  (meters)          (06/26/02) GPS OBS
 BK3343  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3343
 BK3343  HORZ ORDER  -  FIRST
 BK3343  ELLP ORDER  -  FOURTH    CLASS II
 BK3343
 BK3343.The horizontal coordinates were established by GPS observations
 BK3343.and adjusted by the National Geodetic Survey in January 1993..
 BK3343
 BK3343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3343
 BK3343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3343
 BK3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3343
 BK3343.The ellipsoidal height was determined by GPS observations
 BK3343.and is referenced to NAD 83.
 BK3343
 BK3343.The geoid height was determined by GEOID03.
 BK3343
 BK3343;                    North         East     Units Scale Factor Converg.
 BK3343;SPC LA S     -   240,161.414   929,471.522   MT  0.99999266   -0 22 04.7
 BK3343;SPC LA S     -   787,929.57  3,049,441.15   sFT  0.99999266   -0 22 04.7
 BK3343;UTM  15      - 3,392,797.612   589,164.942   MT  0.99969807   +0 28 29.0
 BK3343
 BK3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3343!SPC LA S     -   1.00000229  x   0.99999266  =   0.99999495
 BK3343!UTM  15      -   1.00000229  x   0.99969807  =   0.99970036
 BK3343
 BK3343:                Primary Azimuth Mark                     Grid Az
 BK3343:SPC LA S     -  MACLAND AZ MK 2                          144 05 48.5
 BK3343:UTM  15      -  MACLAND AZ MK 2                          143 15 14.8
 BK3343
 BK3343|---------------------------------------------------------------------|
 BK3343| PID    Reference Object                     Distance      Geod. Az  |
 BK3343|                                                           dddmmss.s |
 BK3343| BK3345 MACLAND AZ MK 2                     APPROX. 1.4 KM 1434343.8 |
 BK3343| BK3344 MACLAND AZ MK                       APPROX. 2.5 KM 3404049.0 |
 BK3343|---------------------------------------------------------------------|
 BK3343
 BK3343                          SUPERSEDED SURVEY CONTROL
 BK3343
 BK3343  ELLIP H (01/21/93)  -14.47   (m)                       GP(       ) 4 2
 BK3343  NAD 83(1986)-  30 39 52.45237(N)    092 04 09.35125(W) AD(       ) 1
 BK3343  NGVD 29 (08/25/89)   12.7    (m)           42.     (f) GPS OBS        
 BK3343
 BK3343.Superseded values are not recommended for survey control.
 BK3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3343.See file dsdata.txt to determine how the superseded data were derived.
 BK3343
 BK3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8916592798(NAD 83)
 BK3343_MARKER: DE = TRAVERSE STATION DISK
 BK3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3343_SP_SET: CONCRETE POST
 BK3343_STAMPING: MACLAND 1988
 BK3343_MARK LOGO: LADTD 
 BK3343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3343+STABILITY: SURFACE MOTION
 BK3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3343+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2003
 BK3343
 BK3343  HISTORY     - Date     Condition        Report By
 BK3343  HISTORY     - 1988     MONUMENTED       LADTD
 BK3343  HISTORY     - 19890307 GOOD
 BK3343  HISTORY     - 20031117 GOOD             LADTD
 BK3343
 BK3343                          STATION DESCRIPTION
 BK3343
 BK3343'DESCRIBED BY LA TRANSP AND DEV 1988
 BK3343'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) NORTHWEST OF KROTZ
 BK3343'SPRINGS, 17.7 KM (11.00 MI) SOUTH OF MORROW AND 14.5 KM (9.00 MI)
 BK3343'NORTH OF OPELOUSAS.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BK3343'AND DEVELOPMENT.
 BK3343'TO REACH THE STATION FROM THE THE INTERCHANGE OF INTERSTATE HIGHWAY 49
 BK3343'AND STATE HIGHWAY 10 GO NORTH FOR 3.1 KM (1.95 MI) ON HIGHWAY 49 TO A
 BK3343'BRIDGE NO. 4550222132 WITH THE MARK SET NEAR THE SOUTHWEST CORNER OF
 BK3343'THE SOUTH BOUND LANE BRIDGE.
 BK3343'THE STATION IS FLUSH WITH THE GROUND 8.2 M (26.9 FT) SOUTHWEST FROM
 BK3343'THE CENTER OF THE SOUTH BOUND LANES OF THE INTERSTATE, 2.6 M (8.5 FT)
 BK3343'SOUTH FROM THE SOUTHWEST CORNER OF THE SOUTH BOUND BRIDGE, 2.3 M
 BK3343'(7.5 FT) SOUTH-SOUTHEAST FROM THE WEST END OF THE BRIDGE WINGWALL AND
 BK3343'0.8 M (2.6 FT) NORTHWEST FROM A METAL WITNESS POST WITH A SIGN
 BK3343'ATTACHED.
 BK3343
 BK3343                          STATION RECOVERY (1989)
 BK3343
 BK3343'RECOVERED 1989
 BK3343'RECOVERED IN GOOD CONDITION.
 BK3343
 BK3343                          STATION RECOVERY (2003)
 BK3343
 BK3343'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BK3343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3344 ***********************************************************************
 BK3344  DESIGNATION -  MACLAND AZ MK
 BK3344  PID         -  BK3344
 BK3344  STATE/COUNTY-  LA/ST LANDRY
 BK3344  USGS QUAD   -  BEGGS (1992)
 BK3344
 BK3344                         *CURRENT SURVEY CONTROL
 BK3344  ___________________________________________________________________
 BK3344* NAD 83(1992)-  30 41 07.56241(N)    092 04 39.83200(W)     ADJUSTED  
 BK3344* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 BK3344  ___________________________________________________________________
 BK3344  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BK3344  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3344
 BK3344  HORZ ORDER  -  SECOND
 BK3344
 BK3344.The horizontal coordinates were established by classical geodetic methods
 BK3344.and adjusted by the National Geodetic Survey in January 1993..
 BK3344
 BK3344.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3344
 BK3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3344
 BK3344.The geoid height was determined by GEOID03.
 BK3344
 BK3344;                    North         East     Units Scale Factor Converg.
 BK3344;SPC LA S     -   242,480.254   928,675.262   MT  0.99999693   -0 22 20.0
 BK3344;SPC LA S     -   795,537.30  3,046,828.76   sFT  0.99999693   -0 22 20.0
 BK3344;UTM  15      - 3,395,103.802   588,334.908   MT  0.99969626   +0 28 14.5
 BK3344
 BK3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3344!SPC LA S     -   1.00000227  x   0.99999693  =   0.99999920
 BK3344!UTM  15      -   1.00000227  x   0.99969626  =   0.99969853
 BK3344
 BK3344                          SUPERSEDED SURVEY CONTROL
 BK3344
 BK3344  NAD 83(1986)-  30 41 07.58212(N)    092 04 39.82715(W) AD(       ) 2
 BK3344  NGVD 29 (08/25/89)   12.8    (m)           42.     (f) VERT ANG       
 BK3344
 BK3344.Superseded values are not recommended for survey control.
 BK3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3344.See file dsdata.txt to determine how the superseded data were derived.
 BK3344
 BK3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8833595104(NAD 83)
 BK3344_MARKER: DZ = AZIMUTH MARK DISK
 BK3344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK3344_SP_SET: BRIDGE WINGWALL
 BK3344_STAMPING: MACLAND AZ MK 1988
 BK3344_MARK LOGO: LADTD 
 BK3344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3344+STABILITY: SURFACE MOTION
 BK3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3344+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BK3344
 BK3344  HISTORY     - Date     Condition        Report By
 BK3344  HISTORY     - 1988     MONUMENTED       LADTD
 BK3344
 BK3344                          STATION DESCRIPTION
 BK3344
 BK3344'DESCRIBED BY LA TRANSP AND DEV 1988
 BK3344'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) NORTHWEST OF KROTZ
 BK3344'SPRINGS, 16.9 KM (10.50 MI) NORTH OF OPELOUSAS AND 15.3 KM (9.50 MI)
 BK3344'SOUTH OF MORROW.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BK3344'AND DEVELOPMENT.
 BK3344'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BK3344'STATE HIGHWAY 10 GO NORTH FOR 5.6 KM (3.50 MI) ON HIGHWAY 49 TO THE
 BK3344'MARK SET IN THE NORTHWEST WINGWALL OF THE NORTH BOUND BRIDGE OF THE
 BK3344'INTERSTATE.
 BK3344'THE STATION IS 6.2 M (20.3 FT) SOUTHWEST FROM THE CENTER OF THE NORTH
 BK3344'BOUND LANES OF THE INTERSTATE, 0.6 M (2.0 FT) WEST-SOUTHWEST FROM THE
 BK3344'NORTHWEST BRIDGE CORNER, 0.5 M (1.6 FT) NORTHEAST FROM THE WEST END OF
 BK3344'THE WINGWALL AND 0.2 M (0.7 FT) SOUTHEAST FROM A METAL WITNESS POST
 BK3344'WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3345 ***********************************************************************
 BK3345  DESIGNATION -  MACLAND AZ MK 2
 BK3345  PID         -  BK3345
 BK3345  STATE/COUNTY-  LA/ST LANDRY
 BK3345  USGS QUAD   -  BEGGS (1992)
 BK3345
 BK3345                         *CURRENT SURVEY CONTROL
 BK3345  ___________________________________________________________________
 BK3345* NAD 83(1992)-  30 39 15.36908(N)    092 03 37.89869(W)     ADJUSTED  
 BK3345* NAVD 88     -        16.4    (meters)      54.     (feet)  VERTCON   
 BK3345  ___________________________________________________________________
 BK3345  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3345  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3345
 BK3345  HORZ ORDER  -  SECOND
 BK3345
 BK3345.The horizontal coordinates were established by classical geodetic methods
 BK3345.and adjusted by the National Geodetic Survey in January 1993..
 BK3345
 BK3345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3345
 BK3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3345
 BK3345.The geoid height was determined by GEOID03.
 BK3345
 BK3345;                    North         East     Units Scale Factor Converg.
 BK3345;SPC LA S     -   239,014.710   930,301.692   MT  0.99999059   -0 21 49.0
 BK3345;SPC LA S     -   784,167.43  3,052,164.80   sFT  0.99999059   -0 21 49.0
 BK3345;UTM  15      - 3,391,663.573   590,011.639   MT  0.99969995   +0 28 44.5
 BK3345
 BK3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3345!SPC LA S     -   1.00000171  x   0.99999059  =   0.99999230
 BK3345!UTM  15      -   1.00000171  x   0.99969995  =   0.99970166
 BK3345
 BK3345                          SUPERSEDED SURVEY CONTROL
 BK3345
 BK3345  NAD 83(1986)-  30 39 15.38876(N)    092 03 37.89394(W) AD(       ) 2
 BK3345  NGVD 29 (08/25/89)   16.4    (m)           54.     (f) VERT ANG       
 BK3345
 BK3345.Superseded values are not recommended for survey control.
 BK3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3345.See file dsdata.txt to determine how the superseded data were derived.
 BK3345
 BK3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9001291664(NAD 83)
 BK3345_MARKER: DZ = AZIMUTH MARK DISK
 BK3345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK3345_SP_SET: 4X4 CONCRETE CATCH BASIN
 BK3345_STAMPING: MACLAND AZ MK 2 1988
 BK3345_MARK LOGO: LADTD 
 BK3345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3345+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BK3345
 BK3345  HISTORY     - Date     Condition        Report By
 BK3345  HISTORY     - 1988     MONUMENTED       LADTD
 BK3345
 BK3345                          STATION DESCRIPTION
 BK3345
 BK3345'DESCRIBED BY LA TRANSP AND DEV 1988
 BK3345'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) NORTHWEST OF KROTZ
 BK3345'SPRINGS, 12.9 KM (8.00 MI) NORTH OF OPELOUSAS AND 12.0 KM (7.45 MI)
 BK3345'SOUTH OF MORROW.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BK3345'AND DEVELOPMENT.
 BK3345'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BK3345'STATE HIGHWAY 10 GO NORTH FOR 1.6 KM (1.00 MI) ON HIGHWAY 49 TO AN
 BK3345'OVERPASS WITH THE MARK SET IN A DRILL HOLE IN A CATCH BASIN NEAR THE
 BK3345'NORTHWEST END OF THE SOUTH BOUND OVERPASS.
 BK3345'THE STATION IS 11.3 M (37.1 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 BK3345'THE SOUTH BOUND OVERPASS, 7.6 M (24.9 FT) SOUTHWEST FROM THE CENTER OF
 BK3345'THE SOUTH BOUND LANES OF THE INTERSTATE, 0.9 M (3.0 FT) NORTHEAST FROM
 BK3345'A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.8 M (2.6 FT) NORTH
 BK3345'FROM THE CENTER OF THE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2999 ***********************************************************************
 CP2999  DESIGNATION -  MACON
 CP2999  PID         -  CP2999
 CP2999  STATE/COUNTY-  LA/FRANKLIN
 CP2999  USGS QUAD   -  COMO (1983)
 CP2999
 CP2999                         *CURRENT SURVEY CONTROL
 CP2999  ___________________________________________________________________
 CP2999* NAD 83(1992)-  32 02 16.21306(N)    091 33 37.72222(W)     ADJUSTED  
 CP2999* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 CP2999  ___________________________________________________________________
 CP2999  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 CP2999  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP2999
 CP2999  HORZ ORDER  -  FIRST
 CP2999
 CP2999.The horizontal coordinates were established by classical geodetic methods
 CP2999.and adjusted by the National Geodetic Survey in May 1994..
 CP2999
 CP2999.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2999
 CP2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2999
 CP2999.The geoid height was determined by GEOID03.
 CP2999
 CP2999;                    North         East     Units Scale Factor Converg.
 CP2999;SPC LA N     -   170,892.346 1,088,733.388   MT  0.99991693   +0 29 48.2
 CP2999;SPC LA N     -   560,669.31  3,571,952.79   sFT  0.99991693   +0 29 48.2
 CP2999;UTM  15      - 3,545,535.540   635,920.942   MT  0.99982784   +0 45 49.5
 CP2999
 CP2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2999!SPC LA N     -   1.00000092  x   0.99991693  =   0.99991785
 CP2999!UTM  15      -   1.00000092  x   0.99982784  =   0.99982876
 CP2999
 CP2999:                Primary Azimuth Mark                     Grid Az
 CP2999:SPC LA N     -  MACON AZ MK                              064 50 44.4
 CP2999:UTM  15      -  MACON AZ MK                              064 34 43.1
 CP2999
 CP2999|---------------------------------------------------------------------|
 CP2999| PID    Reference Object                     Distance      Geod. Az  |
 CP2999|                                                           dddmmss.s |
 CP2999| CY4955 MACON AZ MK                                        0652032.6 |
 CP2999| CY4956 MACON RM 1                           33.714 METERS 06924     |
 CP2999| BW2527 WISNER PL MICROWAVE KGS 581         APPROX.13.3 KM 2351943.3 |
 CP2999| BW2526 WISNER MUNICIPAL TANK               APPROX.11.1 KM 2352115.2 |
 CP2999| CY4957 MACON RM 2                           54.681 METERS 26606     |
 CP2999| CP3003 GILBERT MUNICIPAL TANK              APPROX. 9.5 KM 2785339.1 |
 CP2999|---------------------------------------------------------------------|
 CP2999
 CP2999                          SUPERSEDED SURVEY CONTROL
 CP2999
 CP2999  NAD 83(1992)-  32 02 16.21657(N)    091 33 37.72050(W) AD(       ) 1
 CP2999  NAD 83(1986)-  32 02 16.22567(N)    091 33 37.71760(W) AD(       ) 1
 CP2999  NAD 27      -  32 02 15.66484(N)    091 33 37.28035(W) AD(       ) 1
 CP2999  NGVD 29 (07/19/86)   20.4    (m)           67.     (f) VERT ANG       
 CP2999
 CP2999.Superseded values are not recommended for survey control.
 CP2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2999.See file dsdata.txt to determine how the superseded data were derived.
 CP2999
 CP2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3592145536(NAD 83)
 CP2999_MARKER: DS = TRIANGULATION STATION DISK
 CP2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2999
 CP2999  HISTORY     - Date     Condition        Report By
 CP2999  HISTORY     - 1971     MONUMENTED       NGS
 CP2999  HISTORY     - 1976     MARK NOT FOUND   USGS
 CP2999
 CP2999                          STATION DESCRIPTION
 CP2999
 CP2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2999'TENSION PULL ON THE RMS 10 KILOS.
 CP2999'
 CP2999'THE STATION IS ABOUT 7.0 MILES NORTHEAST OF WISNER, 5.5 MILES
 CP2999'EAST-SOUTHEAST OF GILBERT, IS NEAR THE LINE OF SECTION 8 AND 9,
 CP2999'T 12 N, R 9 E, AND ON LAND OWNED BY MR. GERALD SADLER, P.O. BOX
 CP2999'68, WISNER, LOUISIANA.
 CP2999'
 CP2999'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND
 CP2999'STATE HIGHWAY 572 IN GILBERT, GO EAST ON STATE HIGHWAY 572 FOR
 CP2999'5.8 MILES TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT.
 CP2999'
 CP2999'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND NORTH ON
 CP2999'STATE HIGHWAY 572 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2999'
 CP2999'STATION MARKS ARE STANDARD DISKS STAMPED MACON 1971.  THE SURFACE
 CP2999'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2999'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 48 FEET WEST OF
 CP2999'THE CENTER OF A GRAVELED ROAD, 46 FEET SOUTH OF THE CENTERLINE OF
 CP2999'STATE HIGHWAY 572 AND 19 FEET NORTH OF THE CENTER OF A FIELD
 CP2999'ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 CP2999'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP2999'
 CP2999'REFERENCE MARK 1, A STANDARD DISK STAMPED MACON NO 1 1971, IS SET
 CP2999'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2999'FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET EAST OF THE CENTER
 CP2999'OF THE GRAVELED ROAD AND 18 FEET SOUTH OF THE CENTERLINE OF
 CP2999'STATE HIGHWAY 572.
 CP2999'
 CP2999'REFERENCE MARK 2, A STANDARD DISK STAMPED MACON NO 2 1971,
 CP2999'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2999'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTH OF
 CP2999'THE CENTERLINE OF STATE HIGHWAY 572 AND 1.2 FEET EAST OF A
 CP2999'CONCRETE RIGHT-OF-WAY MARKER.
 CP2999'
 CP2999'THE AZIMUTH MARK, A STANDARD DISK STAMPED MACON 1971, IS SET
 CP2999'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2999'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET EAST
 CP2999'OF THE CENTERLINE OF STATE HIGHWAY 572, 1.7 FEET WEST-SOUTHWEST
 CP2999'OF A METAL WITNESS POST AND 1.6 FEET SOUTH OF A POWERLINE POLE.
 CP2999'
 CP2999'HEIGHT OF LIGHT ABOVE STATION MARK 38.7 METERS.
 CP2999
 CP2999                          STATION RECOVERY (1976)
 CP2999
 CP2999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JFS)
 CP2999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1920 ***********************************************************************
 CP1920  DESIGNATION -  MACON BOLT
 CP1920  PID         -  CP1920
 CP1920  STATE/COUNTY-  LA/FRANKLIN
 CP1920  USGS QUAD   -  COMO (1983)
 CP1920
 CP1920                         *CURRENT SURVEY CONTROL
 CP1920  ___________________________________________________________________
 CP1920* NAD 83(1986)-  32 05 40.     (N)    091 33 20.     (W)     SCALED    
 CP1920* NAVD 88     -        19.85   (+/-2cm)      65.1    (feet)  VERTCON   
 CP1920  ___________________________________________________________________
 CP1920  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP1920
 CP1920  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1920
 CP1920.The horizontal coordinates were scaled from a topographic map and have
 CP1920.an estimated accuracy of +/- 6 seconds.
 CP1920
 CP1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1920.The vertical order pertains to the NGVD 29 superseded value.
 CP1920
 CP1920.The geoid height was determined by GEOID03.
 CP1920
 CP1920;                    North         East    Units  Estimated Accuracy
 CP1920;SPC LA N     -   177,170.    1,089,140.      MT  (+/- 180 meters Scaled)
 CP1920
 CP1920                          SUPERSEDED SURVEY CONTROL
 CP1920
 CP1920  NGVD 29 (??/??/92)   19.866  (m)           65.18   (f) ADJ UNCH    1 2
 CP1920
 CP1920.Superseded values are not recommended for survey control.
 CP1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1920.See file dsdata.txt to determine how the superseded data were derived.
 CP1920
 CP1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR363518(NAD 83)
 CP1920_MARKER: B = BOLT
 CP1920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1920_SP_SET: SLAB
 CP1920_STAMPING: MACON
 CP1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1920
 CP1920  HISTORY     - Date     Condition        Report By
 CP1920  HISTORY     - UNK      MONUMENTED       DOD
 CP1920  HISTORY     - 1966     GOOD             NGS
 CP1920
 CP1920                          STATION DESCRIPTION
 CP1920
 CP1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1920'11.95 MI SE FROM WINNSBORO.
 CP1920'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1920'WINNSBORO, THENCE 11.55 MILE SOUTHEAST ALONG STATE HIGHWAY 4, IN
 CP1920'SECTION 21, T 13 N, R 9 E, 90 FEET SOUTH OF THE CENTER LINE OF THE
 CP1920'HIGHWAY, 177 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 CP1920'SOUTH, 62 FEET SOUTHEAST OF A POWER POLE, 1.3 FEET EAST OF A METAL
 CP1920'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A COPPER
 CP1920'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND,
 CP1920'ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP
 CP1920'AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1919 ***********************************************************************
 CP1919  DESIGNATION -  MACON CAP
 CP1919  PID         -  CP1919
 CP1919  STATE/COUNTY-  LA/FRANKLIN
 CP1919  USGS QUAD   -  COMO (1983)
 CP1919
 CP1919                         *CURRENT SURVEY CONTROL
 CP1919  ___________________________________________________________________
 CP1919* NAD 83(1986)-  32 05 40.     (N)    091 33 20.     (W)     SCALED    
 CP1919* NAVD 88     -        21.11   (+/-2cm)      69.3    (feet)  VERTCON   
 CP1919  ___________________________________________________________________
 CP1919  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP1919
 CP1919  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1919
 CP1919.The horizontal coordinates were scaled from a topographic map and have
 CP1919.an estimated accuracy of +/- 6 seconds.
 CP1919
 CP1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1919.The vertical order pertains to the NGVD 29 superseded value.
 CP1919
 CP1919.The geoid height was determined by GEOID03.
 CP1919
 CP1919;                    North         East    Units  Estimated Accuracy
 CP1919;SPC LA N     -   177,170.    1,089,140.      MT  (+/- 180 meters Scaled)
 CP1919
 CP1919                          SUPERSEDED SURVEY CONTROL
 CP1919
 CP1919  NGVD 29 (??/??/92)   21.128  (m)           69.32   (f) ADJ UNCH    1 2
 CP1919
 CP1919.Superseded values are not recommended for survey control.
 CP1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1919.See file dsdata.txt to determine how the superseded data were derived.
 CP1919
 CP1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR363518(NAD 83)
 CP1919_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1919_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1919_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1919_STAMPING: MACON
 CP1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1919
 CP1919  HISTORY     - Date     Condition        Report By
 CP1919  HISTORY     - UNK      MONUMENTED       DOD
 CP1919  HISTORY     - 1966     GOOD             NGS
 CP1919
 CP1919                          STATION DESCRIPTION
 CP1919
 CP1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1919'11.95 MI SE FROM WINNSBORO.
 CP1919'ABOUT 0.4 MILE EAST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1919'WINNSBORO, THENCE 11.55 MILES SOUTHEAST ALONG STATE HIGHWAY 4, IN
 CP1919'SECTION 21, T 13 N, R 9 E, 90 FEET SOUTH OF THE CENTER LINE OF THE
 CP1919'HIGHWAY, 177 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 CP1919'SOUTH, 62 FEET SOUTHEAST OF A POWER POLE, 1.3 FEET EAST OF A METAL
 CP1919'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A 3-INCH
 CP1919'IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4228 ***********************************************************************
 BJ4228  DESIGNATION -  MADISONVILLE MUNICIPAL TANK
 BJ4228  PID         -  BJ4228
 BJ4228  STATE/COUNTY-  LA/ST TAMMANY
 BJ4228  USGS QUAD   -  MADISONVILLE (1979)
 BJ4228
 BJ4228                         *CURRENT SURVEY CONTROL
 BJ4228  ___________________________________________________________________
 BJ4228* NAD 83(1992)-  30 23 58.25294(N)    090 09 24.64111(W)     ADJUSTED  
 BJ4228* NAVD 88     -                                                        
 BJ4228  ___________________________________________________________________
 BJ4228  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ4228  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BJ4228
 BJ4228  HORZ ORDER  -  THIRD
 BJ4228
 BJ4228.The horizontal coordinates were established by classical geodetic methods
 BJ4228.and adjusted by the National Geodetic Survey in January 1993..
 BJ4228
 BJ4228
 BJ4228.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4228
 BJ4228.The geoid height was determined by GEOID03.
 BJ4228
 BJ4228;                    North         East     Units Scale Factor Converg.
 BJ4228;SPC LA S     -   211,132.359 1,113,049.909   MT  0.99994986   +0 35 17.7
 BJ4228;SPC LA S     -   692,690.08  3,651,731.24   sFT  0.99994986   +0 35 17.7
 BJ4228;UTM  15      - 3,366,487.569   773,165.800   MT  1.00052066   +1 26 22.6
 BJ4228
 BJ4228                          SUPERSEDED SURVEY CONTROL
 BJ4228
 BJ4228  NAD 83(1986)-  30 23 58.26498(N)    090 09 24.63881(W) AD(       ) 4
 BJ4228  NAD 27      -  30 23 57.56570(N)    090 09 24.34970(W) AD(       ) 3
 BJ4228
 BJ4228.Superseded values are not recommended for survey control.
 BJ4228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4228.See file dsdata.txt to determine how the superseded data were derived.
 BJ4228
 BJ4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7316666488(NAD 83)
 BJ4228_MARKER: 53 = ELEVATED TANK
 BJ4228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4228+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BJ4228
 BJ4228  HISTORY     - Date     Condition        Report By
 BJ4228  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4228  HISTORY     - 1955     GOOD             CGS
 BJ4228  HISTORY     - 1985     GOOD             USPSQD
 BJ4228  HISTORY     - 20031220 GOOD             USPSQD
 BJ4228  HISTORY     - 20050216 GOOD             USPSQD
 BJ4228
 BJ4228                          STATION DESCRIPTION
 BJ4228
 BJ4228'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4228'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF MADISONVILLE
 BJ4228'AND IS 40 FEET EAST OF THE CENTER OF STATE HIGHWAY 188.
 BJ4228'
 BJ4228'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 BJ4228'PROPER.  THE OVERALL HEIGHT IS 130 FEET.
 BJ4228'
 BJ4228'THE POINT OBSERVED UPON WAS THE BALL ON TOP OF THE TANK.
 BJ4228
 BJ4228                          STATION RECOVERY (1955)
 BJ4228
 BJ4228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4228'THE STATION WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION
 BJ4228'BY R.L.E. IN 1953, IS ADEQUATE.
 BJ4228
 BJ4228                          STATION RECOVERY (1985)
 BJ4228
 BJ4228'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ4228'THE TOWER IS STILL STANDING, BUT OBSOLETE.  CITY HALL REPORTED THEY
 BJ4228'HAVE NO PLANS TO DISMANTLE THE TOWER IN THE NEAR FUTURE.  STATE
 BJ4228'HIGHWAY 188 IS NOW STATE RT. 1077.
 BJ4228
 BJ4228                          STATION RECOVERY (2003)
 BJ4228
 BJ4228'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BJ4228'RECOVERED IN GOOD CONDITION.
 BJ4228
 BJ4228                          STATION RECOVERY (2005)
 BJ4228
 BJ4228'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1218 ***********************************************************************
 AT1218  DESIGNATION -  MAG
 AT1218  PID         -  AT1218
 AT1218  STATE/COUNTY-  LA/PLAQUEMINES
 AT1218  USGS QUAD   -  BARATARIA PASS (1993)
 AT1218
 AT1218                         *CURRENT SURVEY CONTROL
 AT1218  ___________________________________________________________________
 AT1218* NAD 83(1992)-  29 19 22.17668(N)    089 54 06.46816(W)     ADJUSTED  
 AT1218* NAVD 88     -                                                        
 AT1218  **This station is located in a subsidence area (see below).
 AT1218  ___________________________________________________________________
 AT1218  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AT1218  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AT1218
 AT1218  HORZ ORDER  -  THIRD
 AT1218
 AT1218.The horizontal coordinates were established by classical geodetic methods
 AT1218.and adjusted by the National Geodetic Survey in January 1993..
 AT1218
 AT1218 ** The orthometric height has not been validated since last determined
 AT1218 ** by differential leveling and should not be used for control purposes.
 AT1218 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1218 ** area with valid NAVD 88 orthometric heights.
 AT1218 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1218 ** epoch indicated which incorporates improved geoid heights for the
 AT1218 ** Southern Louisiana Subsidence area.
 AT1218 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1218
 AT1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1218
 AT1218.The geoid height was determined by GEOID03.
 AT1218
 AT1218;                    North         East     Units Scale Factor Converg.
 AT1218;SPC LA S     -    92,076.353 1,139,047.465   MT  0.99999525   +0 42 56.8
 AT1218;SPC LA S     -   302,087.17  3,737,024.89   sFT  0.99999525   +0 42 56.8
 AT1218;UTM  16      - 3,247,249.737   218,184.735   MT  1.00058011   -1 25 19.3
 AT1218
 AT1218                          SUPERSEDED SURVEY CONTROL
 AT1218
 AT1218  NAD 83(1986)-  29 19 22.18906(N)    089 54 06.47701(W) AD(       ) 4
 AT1218  NAD 27      -  29 19 21.37900(N)    089 54 06.22200(W) AD(       ) 3
 AT1218
 AT1218.Superseded values are not recommended for survey control.
 AT1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1218.See file dsdata.txt to determine how the superseded data were derived.
 AT1218
 AT1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1818547250(NAD 83)
 AT1218_MARKER: 81 = GABLE
 AT1218
 AT1218  HISTORY     - Date     Condition        Report By
 AT1218  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1218
 AT1218                          STATION DESCRIPTION
 AT1218
 AT1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1218'ON AN ISLAND ON THE EASTERN SHORE OF BARATARIA BAY AT THE MOUTH OF
 AT1218'GRAND BANK BAYOU ON THE NORTHERN
 AT1218'SIDE OF THE BAYOU, 15 METERS (49 FEET) FROM THE HIGH
 AT1218'WATER MARK OF BARATARIA BAY.
 AT1218'THE STATION IS THE W GABLE OF A
 AT1218'14 BY 20-FOOT BUILDING SET ON POSTS ABOUT 6 FEET
 AT1218'ABOVE THE GROUND.
 AT1218'THERE IS A SMALLER BUILDING BACK OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TZ0079 ***********************************************************************
 TZ0079  DESIGNATION -  MAGNOLIA 120 LQ RESET
 TZ0079  PID         -  TZ0079
 TZ0079  STATE/COUNTY-  LA/ST MARY
 TZ0079  USGS QUAD   -  
 TZ0079
 TZ0079                         *CURRENT SURVEY CONTROL
 TZ0079  ___________________________________________________________________
 TZ0079* NAD 83(1992)-  28 58 43.42954(N)    091 28 21.01304(W)     ADJUSTED  
 TZ0079* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 TZ0079  ___________________________________________________________________
 TZ0079  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 TZ0079  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 TZ0079
 TZ0079  HORZ ORDER  -  SECOND
 TZ0079
 TZ0079.The horizontal coordinates were established by classical geodetic methods
 TZ0079.and adjusted by the National Geodetic Survey in January 1993..
 TZ0079
 TZ0079.The orthometric height was scaled from a topographic map.
 TZ0079
 TZ0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 TZ0079
 TZ0079.The geoid height was determined by GEOID03.
 TZ0079
 TZ0079;                    North         East     Units Scale Factor Converg.
 TZ0079;SPC LA S     -    53,075.593   986,435.494   MT  1.00008352   -0 04 10.5
 TZ0079;SPC LA S     -   174,132.17  3,236,330.45   sFT  1.00008352   -0 04 10.5
 TZ0079;UTM  15      - 3,206,590.367   648,817.913   MT  0.99987330   +0 44 24.7
 TZ0079
 TZ0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TZ0079!SPC LA S     -   1.00000377  x   1.00008352  =   1.00008729
 TZ0079!UTM  15      -   1.00000377  x   0.99987330  =   0.99987707
 TZ0079
 TZ0079:                Primary Azimuth Mark                     Grid Az
 TZ0079:SPC LA S     -  METAL POLE                               112 17 46.0
 TZ0079:UTM  15      -  METAL POLE                               111 29 10.8
 TZ0079
 TZ0079|---------------------------------------------------------------------|
 TZ0079| PID    Reference Object                     Distance      Geod. Az  |
 TZ0079|                                                           dddmmss.s |
 TZ0079| CW1024 METAL POLE                                         1121335.5 |
 TZ0079| CW0995 MAGNOLIA 120 LQ RM 4                 12.152 METERS 22512     |
 TZ0079| TZ0088 MAGNOLIA 129 D                      APPROX.16.4 KM 2650054.0 |
 TZ0079| CW0996 MAGNOLIA 120 LQ RM 5                  9.700 METERS 27735     |
 TZ0079| AU2507 MAGNOLIA 95 F                       APPROX.25.1 KM 2984515.1 |
 TZ0079| CW0994 MAGNOLIA 120 LQ RM 3                 12.116 METERS 31353     |
 TZ0079|---------------------------------------------------------------------|
 TZ0079
 TZ0079                          SUPERSEDED SURVEY CONTROL
 TZ0079
 TZ0079  NAD 83(1986)-  28 58 43.45949(N)    091 28 21.01790(W) AD(       ) 2
 TZ0079  NAD 27      -  28 58 42.64100(N)    091 28 20.61500(W) AD(       ) 2
 TZ0079
 TZ0079.Superseded values are not recommended for survey control.
 TZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TZ0079.See file dsdata.txt to determine how the superseded data were derived.
 TZ0079
 TZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4881806590(NAD 83)
 TZ0079_MARKER: DS = TRIANGULATION STATION DISK
 TZ0079_SETTING: 0 = UNSPECIFIED SETTING
 TZ0079
 TZ0079  HISTORY     - Date     Condition        Report By
 TZ0079  HISTORY     - 1955     MONUMENTED       CGS
 TZ0079  HISTORY     - 1956     GOOD             LOCENG
 TZ0079  HISTORY     - 1957     GOOD             LOCENG
 TZ0079  HISTORY     - 1976     GOOD             NGS
 TZ0079
 TZ0079                          STATION DESCRIPTION
 TZ0079
 TZ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 TZ0079'STATION LOCATED IN GULF OF MEXICO, ABOUT 27.5 MILES
 TZ0079'SOUTH-SOUTHWEST FROM THE EUGENE ISLAND LIGHTHOUSE AND COAST GUARD
 TZ0079'STATION.  IN EUGENE ISLAND AREA, MAGNOLIA PETROLEUM CO. FIELD
 TZ0079'126, IN BLOCK 120, ON TOP OF THE LIVING QUARTERS PLATFORM BUILT
 TZ0079'OF STEEL AND IS 40 FEET ABOVE THE WATER.  THERE ARE SEVERAL
 TZ0079'OTHER PLATFORMS WITHIN 3 OR 4 MILE RADIUS.
 TZ0079'
 TZ0079'STATION MARK IS A STANDARD DISK STAMPED, MAGNOLIA 120 LQ, BRAZED
 TZ0079'TO THE PLATFROM DECK, IS 25 FEET NORTH-NORTHWEST OF THE
 TZ0079'SOUTHEAST CORNER OF PLATFORM, 24 FEET SOUTH-SOUTHWEST OF THE
 TZ0079'NORTHEAST CORNER OF PLATFORM AND 22 FEET WEST OF THE CENTER OF
 TZ0079'THE EAST EDGE OF PLATFORM.
 TZ0079'
 TZ0079'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, MAGNOLIA 120
 TZ0079'LQ NO 1 1955, BRAZED TO THE PLATFORM DECK, IS 36 FEET WEST OF
 TZ0079'THE SOUTHEAST CORNER OF PLATFORM AND IS 6 INCHES NORTH OF THE
 TZ0079'SOUTH EDGE OF PLATFORM.
 TZ0079'
 TZ0079'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, MAGNOLIA 120
 TZ0079'LQ NO 2 1955, BRAZED TO THE PLATFORM DECK, IS 14 FEET WEST OF
 TZ0079'THE NORTHEAST CORNER OF PLATFORM AND IS 6 INCHES SOUTH OF THE
 TZ0079'NORTH EDGE OF PLATFORM.
 TZ0079'
 TZ0079'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TZ0079
 TZ0079                          STATION RECOVERY (1956)
 TZ0079
 TZ0079'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 TZ0079'RECOVERED BY MAGNOLIA AAF.
 TZ0079'
 TZ0079'STATION MARK DESCRIPTION WAS FOUND TO BE IN ERROR.
 TZ0079'
 TZ0079'A CORRECT AND MORE ACCURATE DESCRIPTION FOLLOWS--
 TZ0079'
 TZ0079'25.47 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF PLATFORM,
 TZ0079'25.26 FEET SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF PLATFORM,
 TZ0079'AND 12.78 FEET WEST OF THE CENTER OF THE EAST EDGE OF PLATFORM.
 TZ0079
 TZ0079                          STATION RECOVERY (1957)
 TZ0079
 TZ0079'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 TZ0079'RECOVERED BY MAGNOLIA ACMY
 TZ0079'
 TZ0079'ORIGINAL STATION MARK AND TWO REFERENCE MARKS COVERED BY
 TZ0079'TWO-STORY BUILDING WITH HELIPORT ON TOP.  STATION WAS
 TZ0079'REESTABLISHED BY INTERSECTING ANGLES FROM REFERENCE MARKS
 TZ0079'PREVIOUSLY ESTABLISHED ON ADJACENT PLATFORMS.  A REVISED
 TZ0079'DESCRIPTION FOLLOWS--
 TZ0079'
 TZ0079'STATION LOCATED IN GULF OF MEXICO, ABOUT 27.5 MILES
 TZ0079'SOUTH-SOUTHWEST FROM THE EUGENE ISLAND LIGHTHOUSE AND COAST
 TZ0079'GUARD STATION.  IN EUGENE ISLAND AREA BLOCK 126 FIELD, IN BLOCK
 TZ0079'120, ON TOP OF THE TWO-STORY LIVING QUARTERS BUILDING ON THE
 TZ0079'LIVING QUARTERS PLATFORM BUILT OF STEEL AND IS 62.5 FEET ABOVE
 TZ0079'THE WATER.
 TZ0079'
 TZ0079'STATION MARK IS A CENTER-PUNCHED BRASS DISK ON A 3/8 THICK STEEL
 TZ0079'PLATE.  BRASS DISK IS STAMPED, MAGNOLIA 120 LQ, WELDED TO THE
 TZ0079'HELIPORT DECK, IS 34 FT.-1-1/2 IN NORTH-NORTHWEST OF THE SOUTHEAST
 TZ0079'CORNER OF HELIPORT DECK, 34 FT-1-1/2 IN SOUTH-SOUTHWEST OF
 TZ0079'THE NORTHEAST CORNER OF HELIPORT DECK.
 TZ0079
 TZ0079                          STATION RECOVERY (1976)
 TZ0079
 TZ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 TZ0079'THE STATION MARK, REFERENCE MARK NUMBER 3 AND REFERENCE MARK NUMBER 4
 TZ0079'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1963.  MAGNOLIA
 TZ0079'120 LQ 1963 WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK
 TZ0079'NUMBER 5 WAS SET AT THIS TIME AND USED AS THE ANTENNA SITE FOR
 TZ0079'GEOCEIVER STATION 51163.  THE PLATFORM IS NOW OWNED BY MOBIL OIL
 TZ0079'CORPORATION.
 TZ0079'
 TZ0079'REFERENCE MARK NUMBER 5 IS A PUNCH HOLE IN THE CENTER OF A 3/4 INCH
 TZ0079'BOLT THAT IS WELDED TO THE HELIPORT DECK JUST SOUTH OF THE
 TZ0079'STAIRWELL, IT PROJECTS 2 INCHES AND IS NOT STAMPED.  IT IS 34 FEET
 TZ0079'NORTH OF THE SOUTH EDGE OF HELIPORT, 2.1 FEET SOUTH OF SOUTH EDGE
 TZ0079'OF STAIRWELL OPENING AND 2.0 FEET EAST OF THE WEST EDGE OF
 TZ0079'HELIPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2507 ***********************************************************************
 AU2507  DESIGNATION -  MAGNOLIA 95 F
 AU2507  PID         -  AU2507
 AU2507  STATE/COUNTY-  LA/ST MARY
 AU2507  USGS QUAD   -  
 AU2507
 AU2507                         *CURRENT SURVEY CONTROL
 AU2507  ___________________________________________________________________
 AU2507* NAD 83(1992)-  29 05 15.63351(N)    091 41 56.17153(W)     ADJUSTED  
 AU2507* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2507  ___________________________________________________________________
 AU2507  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2507  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AU2507
 AU2507  HORZ ORDER  -  SECOND
 AU2507
 AU2507.The horizontal coordinates were established by classical geodetic methods
 AU2507.and adjusted by the National Geodetic Survey in January 1993..
 AU2507
 AU2507.The orthometric height was scaled from a topographic map.
 AU2507
 AU2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2507
 AU2507.The geoid height was determined by GEOID03.
 AU2507
 AU2507;                    North         East     Units Scale Factor Converg.
 AU2507;SPC LA S     -    65,200.077   964,404.346   MT  1.00005172   -0 10 58.1
 AU2507;SPC LA S     -   213,910.59  3,164,049.93   sFT  1.00005172   -0 10 58.1
 AU2507;UTM  15      - 3,218,398.417   626,622.188   MT  0.99979785   +0 37 57.3
 AU2507
 AU2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2507!SPC LA S     -   1.00000381  x   1.00005172  =   1.00005553
 AU2507!UTM  15      -   1.00000381  x   0.99979785  =   0.99980166
 AU2507
 AU2507|---------------------------------------------------------------------|
 AU2507| PID    Reference Object                     Distance      Geod. Az  |
 AU2507|                                                           dddmmss.s |
 AU2507| CW0999 MAGNOLIA 95 F RM 1                    8.944 METERS 14825     |
 AU2507| CW1001 MAGNOLIA 95 F RM 3                    8.939 METERS 14826     |
 AU2507| TZ0088 MAGNOLIA 129 D                      APPROX.14.7 KM 1570246.6 |
 AU2507| AU2509 MOBIL 111 G                         APPROX. 7.0 KM 2303533.8 |
 AU2507| CW1000 MAGNOLIA 95 F RM 2                    9.205 METERS 23916     |
 AU2507| CW1002 MAGNOLIA 95 F RM 4                    9.207 METERS 23917     |
 AU2507| CV9992 LIGHT SE CORNER                                    3215424.5 |
 AU2507|---------------------------------------------------------------------|
 AU2507
 AU2507                          SUPERSEDED SURVEY CONTROL
 AU2507
 AU2507  NAD 83(1986)-  29 05 15.66489(N)    091 41 56.17268(W) AD(       ) 2
 AU2507  NAD 27      -  29 05 14.85500(N)    091 41 55.74000(W) AD(       ) 2
 AU2507
 AU2507.Superseded values are not recommended for survey control.
 AU2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2507.See file dsdata.txt to determine how the superseded data were derived.
 AU2507
 AU2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2662218398(NAD 83)
 AU2507_MARKER: DS = TRIANGULATION STATION DISK
 AU2507_SETTING: 0 = UNSPECIFIED SETTING
 AU2507
 AU2507  HISTORY     - Date     Condition        Report By
 AU2507  HISTORY     - 1955     MONUMENTED       CGS
 AU2507  HISTORY     - 1956     GOOD             LOCENG
 AU2507  HISTORY     - 1956     GOOD             LOCENG
 AU2507  HISTORY     - 1959     SEE DESCRIPTION  LOCENG
 AU2507  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AU2507
 AU2507                          STATION DESCRIPTION
 AU2507
 AU2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2507'THE STATION IS ABOUT 26.5 MILES SOUTHWEST OF EUGENE ISLAND
 AU2507'LIGHTHOUSE, 26 MILES SOUTH-SOUTHEAST OF THE SOUTH POINT OF
 AU2507'MARSH ISLAND, IN THE MAGNOLIA OIL COMPANY EUGENE ISLAND
 AU2507'FIELD, BLOCK 95, STRUCTURE F.
 AU2507'
 AU2507'THE STATION MARK, ON THE NORTHEAST MAIN STRUCTURAL BEAM,
 AU2507'46.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE BEAM, 21.6
 AU2507'FEET EAST OF THE SOUTHEASTERN OIL WELL, 16.2 FEET SOUTHEAST
 AU2507'OF A CRANE, 8.85 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 AU2507'PLATFORM, IS A STANDARD DISK CEMENTED TO THE SURFACE OF A
 AU2507'BEAM.  THE DISK IS STAMPED MAGNOLIA 95 F.
 AU2507'
 AU2507'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, 9 FEET SOUTHWEST
 AU2507'OF THE NORTHEAST EDGE OF THE PLATFORM, 7.2 FEET NORTHWEST
 AU2507'OF THE SOUTHEAST END OF THE NORTHEAST MAIN STRUCTURAL BEAM,
 AU2507'IS A STANDARD DISK CEMENTED TO THE BEAM.  THE DISK IS STAMPED
 AU2507'MAGNOLIA NO 1 1955.
 AU2507'
 AU2507'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, 47.15 FEET
 AU2507'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST MAIN STRUCTURAL
 AU2507'BEAM, 11.1 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PLATFORM,
 AU2507'IS A STANDARD DISK CEMENTED TO THE SURFACE OF THE BEAM.
 AU2507'THE DISK IS STAMPED MAGNOLIA NO 2 1955.
 AU2507'
 AU2507'LIGHT, SOUTHEAST CORNER OF PLATFORM, APPROXIMATELY 1 MILE
 AU2507'NORTHWEST OF THE STATION, IS A WHITE FLASHING LIGHT WHICH PROJECTS
 AU2507'ABOUT 5 FEET ABOVE THE MAIN PERMANENT PLATFORM.
 AU2507
 AU2507                          STATION RECOVERY (1956)
 AU2507
 AU2507'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956 (CET)
 AU2507'RECOVERED BY MAGNOLIA OIL CO.
 AU2507'
 AU2507'DUE TO DRILLING EQUIPMENT BEING PLACED BACK ON THE PLATFORM,
 AU2507'THE STANDARD DISKS AT THE STATION MARK, REFERENCE MARK NO. 1,
 AU2507'AND REFERENCE MARK NO. 2 WERE REMOVED.  A CHISELED OUTLINE
 AU2507'WAS MADE AROUND EACH OF THE STANDARD DISKS BEFORE THEY WERE
 AU2507'REMOVED.  THE STATION MARK WAS ALSO CENTER PUNCHED.
 AU2507
 AU2507                          STATION RECOVERY (1956)
 AU2507
 AU2507'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956 (CET)
 AU2507'RECOVERED BY MAGNOLIA OIL CO.
 AU2507'
 AU2507'STEEL BEAM STAMPED NEAR STATION MARK--
 AU2507'
 AU2507'USC AND GS STA. MAG. 95 F 1955.
 AU2507'
 AU2507'STEEL BEAM STAMPED NEAR REFERENCE MARKS--
 AU2507'
 AU2507'USC AND GS STA. MAG. 95 F 1955, AZIMUTH MARK.
 AU2507
 AU2507                          STATION RECOVERY (1959)
 AU2507
 AU2507'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (CWD)
 AU2507'RECOVERED BY MAGNOLIA PETROLEUM COMPANY
 AU2507'
 AU2507'ORIGINAL STATION HAS BEEN DESTROYED BUT HAS BEEN REPLACED
 AU2507'WITH A 3 IN BRASS DISC STAMPED BEN S. GARRETT, SUR. CORNER NO. 95 F
 AU2507'LA. REG. NO. 114
 AU2507'
 AU2507'NEW DISC LOCATED TO AGREE WITH TIES GIVEN IN ORIGINAL DESCRIPTION
 AU2507'EXCEPT THAT TIE SOUTHEAST TO THE NORTHEAST EDGE OF PLATFORM
 AU2507'SHOULD BE 9.65 FT RATHER THAN 8.85 FEET.  (PLATFORM HAS BEEN
 AU2507'WIDENED SINCE ORIGINAL STATION WAS INSTALLED).  REFERENCE
 AU2507'MARK NO. 2 IN PLACE AT LOCATION DESCRIBED AND IS STAMPED IN
 AU2507'SKID BEAM RATHER THAN BEING MARKED WITH A BRASS DISC AS
 AU2507'DESCRIBED.  REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 AU2507
 AU2507                          STATION RECOVERY (1963)
 AU2507
 AU2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU2507'THE STATION MARK WAS RECOVERED, BUT THE DISK CEMENTED ABOVE IT
 AU2507'HAD BEEN DESTROYED.  THE PRECISE POINT WAS HELD AND A NEW
 AU2507'DESCRIPTION FOLLOWS.
 AU2507'
 AU2507'STATION IS ABOUT 26.5 MILES SOUTHWEST OF EUGENE ISLAND LIGHTHOUSE,
 AU2507'26 MILES SOUTH-SOUTHEAST OF THE SOUTH POINT OF MARSH ISLAND
 AU2507'IN BLOCK 95 OF THE EUGENE ISLAND AREA.
 AU2507'
 AU2507'STATION MARK IS STAMPED MAGNOLIA 95 F 1955 1963.  IT IS A DRILL
 AU2507'HOLE SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE
 AU2507'AND IS IN THE CENTER OF A STEEL SKID BEAM.
 AU2507'
 AU2507'REFERENCE MARK NUMBER THREE IS STAMPED R.M. 3.  IT IS A DRILL
 AU2507'HOLE SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE
 AU2507'WITH A CHISELED ARROW POINTING TOWARD STATION.  IT IS 25.6 FEET
 AU2507'WEST OF THE TOP OF A STAIRWAY, 19.7 FEET SOUTHWEST OF NORTHEAST
 AU2507'EDGE OF PLATFORM AND 17.2 FEET NORTHWEST OF SOUTHEAST EDGE
 AU2507'OF PLATFORM.
 AU2507'
 AU2507'REFERENCE MARK NUMBER FOUR IS STAMPED R.M. 4.  IT IS A DRILL
 AU2507'HOLE SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE
 AU2507'WITH A CHISELED ARROW POINTING TOWARD STATION.  MARK IS IN A
 AU2507'STEEL SKID BEAM.  IT IS 47.5 FEET SOUTHWEST OF NORTHEAST EDGE OF
 AU2507'PLATFORM AND 10.5 FEET NORTHEAST OF SOUTHWEST SIDE OF PLATFORM.
 AU2507'
 AU2507'THE PLATFORM AND STATION MARK ARE ABOUT 33 FEET ABOVE THE WATER.
 AU2507'
 AU2507'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0806 ***********************************************************************
 AV0806  DESIGNATION -  MAGNOLIA A
 AV0806  PID         -  AV0806
 AV0806  STATE/COUNTY-  LA/CAMERON
 AV0806  USGS QUAD   -  
 AV0806
 AV0806                         *CURRENT SURVEY CONTROL
 AV0806  ___________________________________________________________________
 AV0806* NAD 83(1992)-  29 31 06.40958(N)    093 17 03.99302(W)     ADJUSTED  
 AV0806* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0806  ___________________________________________________________________
 AV0806  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AV0806  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AV0806
 AV0806  HORZ ORDER  -  SECOND
 AV0806
 AV0806.The horizontal coordinates were established by classical geodetic methods
 AV0806.and adjusted by the National Geodetic Survey in January 1993..
 AV0806
 AV0806.The orthometric height was scaled from a topographic map.
 AV0806
 AV0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0806
 AV0806.The geoid height was determined by GEOID03.
 AV0806
 AV0806;                    North         East     Units Scale Factor Converg.
 AV0806;SPC LA S     -   114,500.679   810,859.015   MT  0.99996095   -0 58 32.1
 AV0806;SPC LA S     -   375,657.64  2,660,293.29   sFT  0.99996095   -0 58 32.1
 AV0806;UTM  15      - 3,265,461.050   472,434.639   MT  0.99960938   -0 08 24.5
 AV0806
 AV0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0806!SPC LA S     -   1.00000406  x   0.99996095  =   0.99996501
 AV0806!UTM  15      -   1.00000406  x   0.99960938  =   0.99961344
 AV0806
 AV0806:                Primary Azimuth Mark                     Grid Az
 AV0806:SPC LA S     -  SELLS                                    017 55 32.1
 AV0806:UTM  15      -  SELLS                                    017 05 24.5
 AV0806
 AV0806|---------------------------------------------------------------------|
 AV0806| PID    Reference Object                     Distance      Geod. Az  |
 AV0806|                                                           dddmmss.s |
 AV0806| AV0791 SELLS                               APPROX.30.9 KM 0165700.0 |
 AV0806| CW1004 MAGNOLIA A RM 2                       5.738 METERS 18924     |
 AV0806| AV0841 SUPERIOR A                          APPROX.16.3 KM 2383246.0 |
 AV0806| CW1003 MAGNOLIA A RM 1                      19.018 METERS 32843     |
 AV0806| AV0805 PURE DA DERRICK                     APPROX. 1.9 KM 3380554.0 |
 AV0806| AV0804 PHILLIPS DA DERRICK                 APPROX.19.6 KM 3421550.1 |
 AV0806|---------------------------------------------------------------------|
 AV0806
 AV0806                          SUPERSEDED SURVEY CONTROL
 AV0806
 AV0806  NAD 83(1986)-  29 31 06.43311(N)    093 17 03.97475(W) AD(       ) 2
 AV0806  NAD 27      -  29 31 05.59200(N)    093 17 03.40900(W) AD(       ) 2
 AV0806
 AV0806.Superseded values are not recommended for survey control.
 AV0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0806.See file dsdata.txt to determine how the superseded data were derived.
 AV0806
 AV0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7243565461(NAD 83)
 AV0806_MARKER: T = CHISELED TRIANGLE
 AV0806_SETTING: 0 = UNSPECIFIED SETTING
 AV0806
 AV0806  HISTORY     - Date     Condition        Report By
 AV0806  HISTORY     - 1955     MONUMENTED       CGS
 AV0806  HISTORY     - 1959     GOOD             LOCENG
 AV0806  HISTORY     - 1963     GOOD             CGS
 AV0806
 AV0806                          STATION DESCRIPTION
 AV0806
 AV0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0806'THE STATION IS IN THE GULF OF MEXICO, ABOUT 18 MILES SOUTH
 AV0806'OF CAMERON, ABOUT 24 MILES SOUTH-SOUTHWEST OF THE VILLAGE
 AV0806'OF CREOLE, IN THE WEST CAMERON AREA, IN BLOCK 110, SL 1153.
 AV0806'IT IS ON A 50 FOOT BY 100 FOOT PLATFORM WHICH IS APPROXIMATELY
 AV0806'40 FEET ABOVE THE WATER.  THE PLATFORM LIES IN A
 AV0806'NORTHWEST-SOUTHEAST PLANE.  THE STATION MARK IS ON THE CENTER
 AV0806'BEAM OF THE THREE H- BEAMS THAT ARE FLUSH WITH THE PLATFORM
 AV0806'FLOOR, AND IS NEAR THE SOUTHEAST EDGE OF THE PLATFORM.
 AV0806'
 AV0806'THE STATION WAS REACHED FROM CAMERON BY BOAT, FROM THE MAGNOLIA
 AV0806'OIL COMPANY DOCK.  IT IS ABOUT A 2-1/2 HOUR BOAT TRIP TO
 AV0806'THE PLATFORM.
 AV0806'
 AV0806'THE STATION IS MARKED BY A 1- INCH TRIANGLE CHISLED ON THE
 AV0806'BEAM AND IS STAMPED MAGNOLIA- A 1955 NEAR THE TRIANGLE.  IT
 AV0806'IS 33.6 FEET SOUTHEAST OF THE SOUTHEAST OIL WELL, 70 FEET
 AV0806'SOUTH OF THE NORTHEAST FLASHING LIGHT ON THE PLATFORM, 50
 AV0806'FEET EAST OF THE NORTHWEST FLASHING LIGHT, AND 31 FEET WEST
 AV0806'OF THE SOUTHEAST FLASHING LIGHT ON THE PLATFORM.
 AV0806'
 AV0806'REFERENCE MARK 1 IS MARKED BY CHISLED CROSS AND STAMPED
 AV0806'MAGNOLIA-A R.M. 1 1955, AND IS ON THE EASTERLY BEAM.  IT
 AV0806'IS 8 FEET WEST OF THE EASTERN EDGE OF THE PLATFORM, 10 FEET
 AV0806'SOUTH OF THE NORTHEAST FLASHING LIGHT, AND 11 FEET SOUTHEAST
 AV0806'OF THE NORTHWEST EDGE OF THE PLATFORM.
 AV0806'
 AV0806'REFERENCE MARK 2 IS MARKED BY A CHISLED CROSS AND IS STAMPED
 AV0806'MAGNOLIA A R.M. 2 1955, ON THE WESTERLY BEAM.  IT IS 7.8 FEET
 AV0806'NORTHWEST OF THE SOUTHEAST EDGE OF THE PLATFORM, AND 10 FEET
 AV0806'NORTHEAST OF THE SOUTHWEST EDGE OF THE PLATFORM.
 AV0806'
 AV0806'A 90 FOOT STEEL TOWER WAS USED
 AV0806
 AV0806                          STATION RECOVERY (1959)
 AV0806
 AV0806'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (JEB)
 AV0806'RECOVERED BY MAGNOLIA PETROLEUM CO
 AV0806'
 AV0806'THE ORIGINAL STATION AND REFERENCE MARKS WERE RECOVERED
 AV0806'MAY 1, 1959.  THE STATION AND REFERENCE MARKS WERE FOUND TO
 AV0806'BE AS DESCRIBED IN YOUR LISTING OF TRIANGULATION STATION
 AV0806'DESCRIPTIONS.
 AV0806
 AV0806                          STATION RECOVERY (1963)
 AV0806
 AV0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0806'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AV0806'AND FOUND IN GOOD CONDITION, THEY ARE AS DESCRIBED IN 1955.
 AV0806'A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK
 AV0806'NO. 2.
 AV0806'
 AV0806'1963 OBSERVATIONS WERE TAKEN FROM A 37 FOOT STEEL TOWER,
 AV0806'WHICH WAS BUILT ON TOP OF PLATFORM THAT IS ABOUT 35 FEET ABOVE
 AV0806'WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1804 ***********************************************************************
 CP1804  DESIGNATION -  MAGNOLIA BOLT
 CP1804  PID         -  CP1804
 CP1804  STATE/COUNTY-  LA/RICHLAND
 CP1804  USGS QUAD   -  MANGHAM (1982)
 CP1804
 CP1804                         *CURRENT SURVEY CONTROL
 CP1804  ___________________________________________________________________
 CP1804* NAD 83(1986)-  32 22 23.     (N)    091 52 23.     (W)     SCALED    
 CP1804* NAVD 88     -        21.84   (+/-2cm)      71.7    (feet)  VERTCON   
 CP1804  ___________________________________________________________________
 CP1804  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP1804
 CP1804  VERT ORDER  -  ? (See Below)
 CP1804
 CP1804.The horizontal coordinates were scaled from a topographic map and have
 CP1804.an estimated accuracy of +/- 6 seconds.
 CP1804
 CP1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1804.The vertical order pertains to the NGVD 29 superseded value.
 CP1804
 CP1804.The geoid height was determined by GEOID03.
 CP1804
 CP1804;                    North         East    Units  Estimated Accuracy
 CP1804;SPC LA N     -   207,850.    1,059,000.      MT  (+/- 180 meters Scaled)
 CP1804
 CP1804                          SUPERSEDED SURVEY CONTROL
 CP1804
 CP1804  NGVD 29 (??/??/92)   21.868  (m)           71.75   (f) ADJ UNCH    ?  
 CP1804
 CP1804.Superseded values are not recommended for survey control.
 CP1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1804.See file dsdata.txt to determine how the superseded data were derived.
 CP1804
 CP1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR060823(NAD 83)
 CP1804_MARKER: B = BOLT
 CP1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1804_SP_SET: STONE
 CP1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1804+STABILITY: SURFACE MOTION
 CP1804
 CP1804  HISTORY     - Date     Condition        Report By
 CP1804  HISTORY     - UNK      MONUMENTED       DOD
 CP1804  HISTORY     - 1934     GOOD             DOD
 CP1804
 CP1804                          STATION DESCRIPTION
 CP1804
 CP1804'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1804'1.5 MI NW FROM ALTO.
 CP1804'1-1/2 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ALTO, RICHLAND
 CP1804'PARISH, ABOUT 3/8 MILE EAST OF A BRIDGE OVER BOEUF RIVER, OPPOSITE THE
 CP1804'MAGNOLIA PETROLEUM CO., ABOUT 165 FEET NORTHWEST OF ITS PROPERTY
 CP1804'CORNER, 73 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22.8 FEET
 CP1804'SOUTHWEST OF THE THE NORTHWEST CORNER OF A HOUSE, AND 17.2 FEET
 CP1804'NORTHWEST OF THE SOUTHWEST CORNER.  A COPPER BOLT, SET IN THE TOP OF A
 CP1804'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 CP1804'IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING A CORPS
 CP1804'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1803 ***********************************************************************
 CP1803  DESIGNATION -  MAGNOLIA CAP
 CP1803  PID         -  CP1803
 CP1803  STATE/COUNTY-  LA/RICHLAND
 CP1803  USGS QUAD   -  MANGHAM (1982)
 CP1803
 CP1803                         *CURRENT SURVEY CONTROL
 CP1803  ___________________________________________________________________
 CP1803* NAD 83(1986)-  32 22 23.     (N)    091 52 22.     (W)     SCALED    
 CP1803* NAVD 88     -        23.07   (+/-2cm)      75.7    (feet)  VERTCON   
 CP1803  ___________________________________________________________________
 CP1803  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP1803
 CP1803  VERT ORDER  -  ? (See Below)
 CP1803
 CP1803.The horizontal coordinates were scaled from a topographic map and have
 CP1803.an estimated accuracy of +/- 6 seconds.
 CP1803
 CP1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1803.The vertical order pertains to the NGVD 29 superseded value.
 CP1803
 CP1803.The geoid height was determined by GEOID03.
 CP1803
 CP1803;                    North         East    Units  Estimated Accuracy
 CP1803;SPC LA N     -   207,850.    1,059,020.      MT  (+/- 180 meters Scaled)
 CP1803
 CP1803                          SUPERSEDED SURVEY CONTROL
 CP1803
 CP1803  NGVD 29 (??/??/92)   23.101  (m)           75.79   (f) ADJ UNCH    ?  
 CP1803
 CP1803.Superseded values are not recommended for survey control.
 CP1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1803.See file dsdata.txt to determine how the superseded data were derived.
 CP1803
 CP1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR060823(NAD 83)
 CP1803_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1803_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1803_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1803
 CP1803  HISTORY     - Date     Condition        Report By
 CP1803  HISTORY     - UNK      MONUMENTED       DOD
 CP1803  HISTORY     - 1934     GOOD             DOD
 CP1803
 CP1803                          STATION DESCRIPTION
 CP1803
 CP1803'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1803'1.5 MI NW FROM ALTO.
 CP1803'1-1/2 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ALTO, RICHLAND
 CP1803'PARISH, ABOUT 3/8 MILE EAST OF A BRIDGE OVER BOEUF RIVER, OPPOSITE THE
 CP1803'MAGNOLIA PETROLEUM CO., ABOUT 165 FEET NORTHWEST OF ITS PROPERTY
 CP1803'CORNER, 73 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22.8 FEET
 CP1803'SOUTHWEST OF THE THE NORTHWEST CORNER OF A HOUSE, AND 17.2 FEET
 CP1803'NORTHWEST OF THE SOUTHWEST CORNER.  AN IRON PIPE PROJECTING ABOUT 6
 CP1803'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CP1803'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0449 ***********************************************************************
 AT0449  DESIGNATION -  MAGNOLIA LOWER BASE 4
 AT0449  PID         -  AT0449
 AT0449  STATE/COUNTY-  LA/PLAQUEMINES
 AT0449  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT0449
 AT0449                         *CURRENT SURVEY CONTROL
 AT0449  ___________________________________________________________________
 AT0449* NAD 83(1992)-  29 32 29.10720(N)    089 46 34.67961(W)     ADJUSTED  
 AT0449* NAVD 88     -         1.69   (+/-2cm)       5.5  **(feet)  VERTCON   
 AT0449  **This station is located in a subsidence area (see below).
 AT0449  ___________________________________________________________________
 AT0449  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AT0449  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AT0449
 AT0449  HORZ ORDER  -  THIRD
 AT0449  VERT ORDER  -  THIRD (See Below)
 AT0449
 AT0449.The horizontal coordinates were established by classical geodetic methods
 AT0449.and adjusted by the National Geodetic Survey in January 1993..
 AT0449.No horizontal observational check was made to the station.
 AT0449
 AT0449 ** The orthometric height has not been validated since last determined
 AT0449 ** by differential leveling and should not be used for control purposes.
 AT0449 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0449 ** area with valid NAVD 88 orthometric heights.
 AT0449 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0449 ** epoch indicated which incorporates improved geoid heights for the
 AT0449 ** Southern Louisiana Subsidence area.
 AT0449 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0449.The vertical order pertains to the NGVD 29 superseded value.
 AT0449
 AT0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0449
 AT0449.The geoid height was determined by GEOID03.
 AT0449
 AT0449;                    North         East     Units Scale Factor Converg.
 AT0449;SPC LA S     -   116,461.832 1,150,907.243   MT  0.99995768   +0 46 42.7
 AT0449;SPC LA S     -   382,091.86  3,775,934.85   sFT  0.99995768   +0 46 42.7
 AT0449;UTM  16      - 3,271,188.084   230,955.281   MT  1.00049325   -1 22 10.9
 AT0449
 AT0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0449!SPC LA S     -   1.00000360  x   0.99995768  =   0.99996128
 AT0449!UTM  16      -   1.00000360  x   1.00049325  =   1.00049685
 AT0449
 AT0449|---------------------------------------------------------------------|
 AT0449| PID    Reference Object                     Distance      Geod. Az  |
 AT0449|                                                           dddmmss.s |
 AT0449| DD7397 MAGNOLIA LOWER BASE 4 RM 5           31.455 METERS 03502     |
 AT0449| AT1156 PORT SULPHUR FREEPORT CO TANK       APPROX.11.4 KM 1323414.1 |
 AT0449| DD7398 MAGNOLIA LOWER BASE 4 RM 6                         21502     |
 AT0449| AT0456 MAGNOLIA LOWER BASE 3 RESET          90.051 METERS 21502     |
 AT0449|---------------------------------------------------------------------|
 AT0449
 AT0449                          SUPERSEDED SURVEY CONTROL
 AT0449
 AT0449  NAD 83(1986)-  29 32 29.11801(N)    089 46 34.68476(W) AD(       ) 3
 AT0449  NAD 27      -  29 32 28.34285(N)    089 46 34.44500(W) AD(       ) 3
 AT0449  NGVD 29 (??/??/??)    1.78   (m)            5.8    (f) RESET       3  
 AT0449
 AT0449.Superseded values are not recommended for survey control.
 AT0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0449.See file dsdata.txt to determine how the superseded data were derived.
 AT0449
 AT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3095571188(NAD 83)
 AT0449_MARKER: DS = TRIANGULATION STATION DISK
 AT0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0449_STAMPING: MAGNOLIA LOWER BASE 4 1972
 AT0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0449+STABILITY: SURFACE MOTION
 AT0449
 AT0449  HISTORY     - Date     Condition        Report By
 AT0449  HISTORY     - 1972     MONUMENTED       NGS
 AT0449  HISTORY     - 1972     GOOD             NGS
 AT0449  HISTORY     - 1984     MARK NOT FOUND   NGS
 AT0449
 AT0449                          STATION DESCRIPTION
 AT0449
 AT0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (AKH)
 AT0449'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF PORT SULPHUR,
 AT0449'7 MILES EAST-SOUTHEAST OF THE SMALL VILLAGE OF HERMITAGE, 0.3 MILE
 AT0449'WEST OF STATE HIGHWAY 23 (OLD), ON PROPERTY OWNED BY MR. LOLLAY OF
 AT0449'NEW ORLEANS, ON THE NORTHWEST SIDE OF A CANAL, ON THE NORTHEAST
 AT0449'SIDE OF THE NEW HIGHWAY 23, ABOUT 250 FEET NORTHEAST OF THE CENTER
 AT0449'OF THE HIGHWAY, 10 FEET SOUTH OF THE SOUTH EDGE OF A BORROW PIT, 10
 AT0449'FEET NORTH OF A TRACK ROAD, 46 FEET NORTH OF THE NORTH EDGE OF A
 AT0449'BAYOU, 2 FEET SOUTH OF A METAL WITNESS POST AND 2 FEET NORTH OF A
 AT0449'METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK STAMPED
 AT0449'MAGNOLIA LOWER BASE 4 1972, PROJECTING 4 INCHES.,
 AT0449'
 AT0449'REFERENCE MARK NO. 5 IS 103.20 FEET NORTHEAST OF THE STATION 46
 AT0449'FEET NORTH OF THE NORTH EDGE OF THE BAYOU, 71 FEET WEST OF A NORTH
 AT0449'SOUTH ROAD, 41 FEET WEST OF THE PROJECTED PLANE OF THE EAST END OF
 AT0449'THE CANAL, 12 FEET SOUTH OF THE SOUTHEDGE OF A BORROW PIT, AND
 AT0449'13.7 FEET NORTH OF THE TRACK ROAD ON THE SPOIL BANK.  IT IS A
 AT0449'REFERENCE MARK DISK STAMPED MAGNOLIA LOWER BASE 4 NO 5 1972
 AT0449'PROJECTS 4 INCHES.
 AT0449'
 AT0449'REFERENCE MARK NO. 6 IS 52.19 FEET SOUTHWEST OF THE STATION.  36
 AT0449'FEET NORTH OF THE NORTH EDGE OF THE BAYOU, 8 FEET SOUTH OF THE SOUTH
 AT0449'EDGE OF THE BORROW PIT, 10 FEET NORTH OF THE CENTER OF THE TRACK
 AT0449'ROAD, 1 FOOT NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 AT0449'SOUTHEAST OF ANOTHER WITNESS POST.  IT IS A REFERENCE MARK DISK
 AT0449'STAMPED MAGNOLIA LOWER BASE 4 NO 6 1972, PROJECTING 4
 AT0449'INCHES.
 AT0449'
 AT0449'TO REACH THE STATION FROM THE DELTA BANK AND TRUST CO. IN PORT
 AT0449'SULPHUR, GO NORTHWEST ON OLD STATE HIGHWAY 23 FOR 7.9 MILES TO A
 AT0449'SIDE ROAD LEFT AT THE SAINT JUDE CATHOLIC SCHOOL AND CHURCH
 AT0449'GROUNDS, TURN LEFT AND GO SOUTHWEST ON A SHELL ROAD FOR 0.3 MILE TO
 AT0449'THE EAST END OF A CANAL AND THE STATION ON THE RIGHT.  THIS IS 250
 AT0449'FEET NORTHEAST OF THE CENTER OF THE NEW HIGHWAY.
 AT0449'
 AT0449'NEAREST TOWN--SULPHUR.
 AT0449
 AT0449                          STATION RECOVERY (1972)
 AT0449
 AT0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AT0449'7.9 MI NW FROM PORT SULPHUR.
 AT0449'LOCATED 7.9 MILES NORTHWEST ALONG OLD STATE HIGHWAY 23 FROM THE DELTA
 AT0449'BANK IN PORT SULPHUR, THENCE 0.35 MILE WEST LONG A SHELL ROAD ALONG
 AT0449'THE SOUTH EDGE OF THE ST. JUDE CATHOLIC SCHOOL AND CHURCH TO THE EAST
 AT0449'END OF A CANAL AND THE MARK ON THE RIGHT.  250 FEET NORTHEAST OF THE
 AT0449'CENTER OF THE NEW HIGHWAY, 10 FEET SOUTH OF THE SOUTH EDGE OF A BORROW
 AT0449'PIT, 10 FEET NORTH OF A TRACK ROAD, 46 FEET NORTH OF THE NORTH EDGE OF
 AT0449'THE CANAL AND 2 FEET SOUTH OF A METAL WITNESS POST. IT IS A
 AT0449'TRIANGULATION STATION DISK SET IN A CONCRETE POST PROJECTING 4 INCHES.
 AT0449
 AT0449                          STATION RECOVERY (1984)
 AT0449
 AT0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0449'NOT SEARCHED FOR ROAD TO STATION IS NOW COVERED OVER AND ON PRIVATE
 AT0449'PROPERTY, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1312 ***********************************************************************
 AT1312  DESIGNATION -  MAGNOLIA LOWER BASE 1871
 AT1312  PID         -  AT1312
 AT1312  STATE/COUNTY-  LA/PLAQUEMINES
 AT1312  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1312
 AT1312                         *CURRENT SURVEY CONTROL
 AT1312  ___________________________________________________________________
 AT1312* NAD 83(1992)-  29 32 25.76552(N)    089 46 38.06374(W)     ADJUSTED  
 AT1312* NAVD 88     -         0.29   (+/-2cm)       1.0  **(feet)  VERTCON   
 AT1312  **This station is located in a subsidence area (see below).
 AT1312  ___________________________________________________________________
 AT1312  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AT1312  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AT1312
 AT1312  HORZ ORDER  -  SECOND
 AT1312  VERT ORDER  -  THIRD ? (See Below)
 AT1312
 AT1312.The horizontal coordinates were established by classical geodetic methods
 AT1312.and adjusted by the National Geodetic Survey in January 1993..
 AT1312
 AT1312 ** The orthometric height has not been validated since last determined
 AT1312 ** by differential leveling and should not be used for control purposes.
 AT1312 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1312 ** area with valid NAVD 88 orthometric heights.
 AT1312 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1312 ** epoch indicated which incorporates improved geoid heights for the
 AT1312 ** Southern Louisiana Subsidence area.
 AT1312 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1312.The vertical order pertains to the NGVD 29 superseded value.
 AT1312
 AT1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1312
 AT1312.The geoid height was determined by GEOID03.
 AT1312
 AT1312;                    North         East     Units Scale Factor Converg.
 AT1312;SPC LA S     -   116,357.717 1,150,817.538   MT  0.99995781   +0 46 41.0
 AT1312;SPC LA S     -   381,750.28  3,775,640.54   sFT  0.99995781   +0 46 41.0
 AT1312;UTM  16      - 3,271,087.351   230,861.686   MT  1.00049387   -1 22 12.4
 AT1312
 AT1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1312!SPC LA S     -   1.00000382  x   0.99995781  =   0.99996163
 AT1312!UTM  16      -   1.00000382  x   1.00049387  =   1.00049769
 AT1312
 AT1312                          SUPERSEDED SURVEY CONTROL
 AT1312
 AT1312  NAD 83(1986)-  29 32 25.77641(N)    089 46 38.06895(W) AD(       ) 2
 AT1312  NAD 27      -  29 32 25.00200(N)    089 46 37.82800(W) AD(       ) 2
 AT1312  NGVD 29 (07/19/86)    0.38   (m)            1.2    (f) LEVELING    3  
 AT1312
 AT1312.Superseded values are not recommended for survey control.
 AT1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1312.See file dsdata.txt to determine how the superseded data were derived.
 AT1312
 AT1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3086271087(NAD 83)
 AT1312_MARKER: B = BOLT
 AT1312_SETTING: 0 = UNSPECIFIED SETTING
 AT1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1312
 AT1312  HISTORY     - Date     Condition        Report By
 AT1312  HISTORY     - 1871     MONUMENTED       CGS
 AT1312  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AT1312
 AT1312                          STATION DESCRIPTION
 AT1312
 AT1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1312'ON THE WESTERN BANK OF THE MISISSIPPI RIVER ABOUT 45
 AT1312'MILES BELOW NEW
 AT1312'ORLEANS, ON THAT PART OF THE MAGNOLIA PLANTATION
 AT1312'BELONGING TO A MR. VACARREAU,
 AT1312'ABOUT 0.5 MILE S OF THE OLD SUGAR
 AT1312'MILL SITE AND HEADQUARTERS BUILDING OF THE
 AT1312'PLANTATION, 750 PACES
 AT1312'SW FROM THE CENTER LINE OF STATE HIGHWAY 31, 5 PACES TO THE
 AT1312'NW OF A
 AT1312'LARGE DRAINAGE DITCH WHICH IS THE SE LINE OF MR. VACARREAUS
 AT1312'PROPERTY, AT THE S
 AT1312'CORNER OF AN ORANGE GROVE AND ON THE W CORNER
 AT1312'OF THE ROAD ALONG THE NW BANK OF THE
 AT1312'DRAINAGE DITCH AND THE
 AT1312'PLANTATION ROAD ALONG THE SE SIDE OF THE ORANGE GROVE.  THE
 AT1312'STATION IS MARKED BY A CROSS ON A COPPER BOLT SET IN A GRANITE
 AT1312'MONUMENT SET IN AN IRREGULAR MASS OF CONCRETE.
 AT1312'
 AT1312'A 4-INCH CAST IRON SCREW PILE WITH A CAST IRON CAP 8 INCHES IN
 AT1312'DIAMETER MARKED
 AT1312'U.S. COAST SURVEY 1871, IS ON THE CORNER OF TWO
 AT1312'PLANTATION ROADS 8.709 METERS
 AT1312'(28.57 FEET) FROM THE STATION.  IN
 AT1312'1934 IT WAS REPORTED THAT A PORTION OF ONE
 AT1312'CORNER OF THE GRANITE
 AT1312'MONUMENT WAS CHIPPED OFF LEAVING THE DRILL HOLE SPLIT IN TWO
 AT1312'PARTS.  A NEW
 AT1312'STATION MAGNOLIA LOWER BASE 2 WAS SET IN THE GRANITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2475 ***********************************************************************
 AU2475  DESIGNATION -  MAGNOLIA PETROLEUM CO PL LT A
 AU2475  PID         -  AU2475
 AU2475  STATE/COUNTY-  LA/ST MARY
 AU2475  USGS QUAD   -  
 AU2475
 AU2475                         *CURRENT SURVEY CONTROL
 AU2475  ___________________________________________________________________
 AU2475* NAD 83(1992)-  29 24 29.90910(N)    091 36 44.45917(W)     ADJUSTED  
 AU2475* NAVD 88     -                                                        
 AU2475  ___________________________________________________________________
 AU2475  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2475  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AU2475
 AU2475  HORZ ORDER  -  THIRD
 AU2475
 AU2475.The horizontal coordinates were established by classical geodetic methods
 AU2475.and adjusted by the National Geodetic Survey in January 1993..
 AU2475
 AU2475
 AU2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2475
 AU2475.The geoid height was determined by GEOID03.
 AU2475
 AU2475;                    North         East     Units Scale Factor Converg.
 AU2475;SPC LA S     -   100,715.532   972,921.075   MT  0.99997884   -0 08 22.2
 AU2475;SPC LA S     -   330,430.87  3,191,991.89   sFT  0.99997884   -0 08 22.2
 AU2475;UTM  15      - 3,254,024.657   634,629.321   MT  0.99982365   +0 40 53.3
 AU2475
 AU2475                          SUPERSEDED SURVEY CONTROL
 AU2475
 AU2475  NAD 83(1986)-  29 24 29.93454(N)    091 36 44.45556(W) AD(       ) 4
 AU2475  NAD 27      -  29 24 29.13900(N)    091 36 44.04200(W) AD(       ) 3
 AU2475
 AU2475.Superseded values are not recommended for survey control.
 AU2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2475.See file dsdata.txt to determine how the superseded data were derived.
 AU2475
 AU2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3462954025(NAD 83)
 AU2475_MARKER: 14 = NAVIGATION LIGHT
 AU2475
 AU2475  HISTORY     - Date     Condition        Report By
 AU2475  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2475
 AU2475                          STATION DESCRIPTION
 AU2475
 AU2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2475'LOCATED IN THE GULF OF MEXICO, ABOUT 1.2 MILES SOUTHWEST OF
 AU2475'THE ENTRANCE TO RABBIT ISLAND PASS.  LIGHT ATOP BLACK DOLPHIN
 AU2475'WITH WHITE SIGN.  LIGHT WAS OBSERVED UPON.
 AU2475'
 AU2475'AID NUMBER 7218 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2477 ***********************************************************************
 AU2477  DESIGNATION -  MAGNOLIA PETROLEUM CO PL LT B
 AU2477  PID         -  AU2477
 AU2477  STATE/COUNTY-  LA/ST MARY
 AU2477  USGS QUAD   -  
 AU2477
 AU2477                         *CURRENT SURVEY CONTROL
 AU2477  ___________________________________________________________________
 AU2477* NAD 83(1992)-  29 25 17.73029(N)    091 36 24.25633(W)     ADJUSTED  
 AU2477* NAVD 88     -                                                        
 AU2477  ___________________________________________________________________
 AU2477  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2477  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AU2477
 AU2477  HORZ ORDER  -  THIRD
 AU2477
 AU2477.The horizontal coordinates were established by classical geodetic methods
 AU2477.and adjusted by the National Geodetic Survey in January 1993..
 AU2477
 AU2477
 AU2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2477
 AU2477.The geoid height was determined by GEOID03.
 AU2477
 AU2477;                    North         East     Units Scale Factor Converg.
 AU2477;SPC LA S     -   102,186.578   973,469.230   MT  0.99997649   -0 08 12.1
 AU2477;SPC LA S     -   335,257.13  3,193,790.30   sFT  0.99997649   -0 08 12.1
 AU2477;UTM  15      - 3,255,503.181   635,156.258   MT  0.99982540   +0 41 04.3
 AU2477
 AU2477                          SUPERSEDED SURVEY CONTROL
 AU2477
 AU2477  NAD 83(1986)-  29 25 17.75562(N)    091 36 24.25273(W) AD(       ) 4
 AU2477  NAD 27      -  29 25 16.96200(N)    091 36 23.84000(W) AD(       ) 3
 AU2477
 AU2477.Superseded values are not recommended for survey control.
 AU2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2477.See file dsdata.txt to determine how the superseded data were derived.
 AU2477
 AU2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3515655503(NAD 83)
 AU2477_MARKER: 14 = NAVIGATION LIGHT
 AU2477
 AU2477  HISTORY     - Date     Condition        Report By
 AU2477  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2477
 AU2477                          STATION DESCRIPTION
 AU2477
 AU2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2477'LOCATED IN THE GULF OF MEXICO, JUST SOUTH OF THE REEFS SEPARATING
 AU2477'THE GULF FROM EAST COTE BLANCHE BAY AND ABOUT 0.6 MILE WEST
 AU2477'OF THE ENTRANCE TO RABBIT ISLAND PASS.  LIGHT ATOP BLACK
 AU2477'DOLPHIN.  LIGHT WAS OBSERVED UPON.
 AU2477'
 AU2477'AID NUMBER 7218 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2481 ***********************************************************************
 AU2481  DESIGNATION -  MAGNOLIA PETROLEUM CO PL LT D
 AU2481  PID         -  AU2481
 AU2481  STATE/COUNTY-  LA/ST MARY
 AU2481  USGS QUAD   -  
 AU2481
 AU2481                         *CURRENT SURVEY CONTROL
 AU2481  ___________________________________________________________________
 AU2481* NAD 83(1992)-  29 27 10.99841(N)    091 35 36.53411(W)     ADJUSTED  
 AU2481* NAVD 88     -                                                        
 AU2481  ___________________________________________________________________
 AU2481  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2481  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AU2481
 AU2481  HORZ ORDER  -  THIRD
 AU2481
 AU2481.The horizontal coordinates were established by classical geodetic methods
 AU2481.and adjusted by the National Geodetic Survey in January 1993..
 AU2481
 AU2481
 AU2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2481
 AU2481.The geoid height was determined by GEOID03.
 AU2481
 AU2481;                    North         East     Units Scale Factor Converg.
 AU2481;SPC LA S     -   105,670.977   974,763.504   MT  0.99997113   -0 07 48.3
 AU2481;SPC LA S     -   346,688.86  3,198,036.60   sFT  0.99997113   -0 07 48.3
 AU2481;UTM  15      - 3,259,005.266   636,400.260   MT  0.99982957   +0 41 30.1
 AU2481
 AU2481                          SUPERSEDED SURVEY CONTROL
 AU2481
 AU2481  NAD 83(1986)-  29 27 11.02346(N)    091 35 36.53055(W) AD(       ) 4
 AU2481  NAD 27      -  29 27 10.23300(N)    091 35 36.12000(W) AD(       ) 3
 AU2481
 AU2481.Superseded values are not recommended for survey control.
 AU2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2481.See file dsdata.txt to determine how the superseded data were derived.
 AU2481
 AU2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3640059005(NAD 83)
 AU2481_MARKER: 14 = NAVIGATION LIGHT
 AU2481
 AU2481  HISTORY     - Date     Condition        Report By
 AU2481  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2481
 AU2481                          STATION DESCRIPTION
 AU2481
 AU2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2481'LOCATED ALONG THE EAST SIDE OF EAST COTE BLANCHE BAY, ABOUT
 AU2481'2.1 MILES NORTH OF RABBIT ISLAND PASS, ABOUT 3.3 MILES
 AU2481'SOUTH OF RABBIT ISLAND.  LIGHT ATOP BLACK DOLPHIN.  LIGHT
 AU2481'WAS OBSERVED UPON.
 AU2481'
 AU2481'AID NUMBER 7218 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2483 ***********************************************************************
 AU2483  DESIGNATION -  MAGNOLIA PETROLEUM CO PL LT C
 AU2483  PID         -  AU2483
 AU2483  STATE/COUNTY-  LA/ST MARY
 AU2483  USGS QUAD   -  
 AU2483
 AU2483                         *CURRENT SURVEY CONTROL
 AU2483  ___________________________________________________________________
 AU2483* NAD 83(1992)-  29 26 14.84775(N)    091 36 00.26334(W)     ADJUSTED  
 AU2483* NAVD 88     -                                                        
 AU2483  ___________________________________________________________________
 AU2483  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2483  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AU2483
 AU2483  HORZ ORDER  -  THIRD
 AU2483
 AU2483.The horizontal coordinates were established by classical geodetic methods
 AU2483.and adjusted by the National Geodetic Survey in January 1993..
 AU2483
 AU2483
 AU2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2483
 AU2483.The geoid height was determined by GEOID03.
 AU2483
 AU2483;                    North         East     Units Scale Factor Converg.
 AU2483;SPC LA S     -   103,943.634   974,120.056   MT  0.99997375   -0 08 00.1
 AU2483;SPC LA S     -   341,021.74  3,195,925.55   sFT  0.99997375   -0 08 00.1
 AU2483;UTM  15      - 3,257,269.123   635,781.738   MT  0.99982749   +0 41 17.3
 AU2483
 AU2483                          SUPERSEDED SURVEY CONTROL
 AU2483
 AU2483  NAD 83(1986)-  29 26 14.87294(N)    091 36 00.25974(W) AD(       ) 4
 AU2483  NAD 27      -  29 26 14.08100(N)    091 35 59.84800(W) AD(       ) 3
 AU2483
 AU2483.Superseded values are not recommended for survey control.
 AU2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2483.See file dsdata.txt to determine how the superseded data were derived.
 AU2483
 AU2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3578257269(NAD 83)
 AU2483_MARKER: 14 = NAVIGATION LIGHT
 AU2483
 AU2483  HISTORY     - Date     Condition        Report By
 AU2483  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2483  HISTORY     - 1960     GOOD             CGS
 AU2483
 AU2483                          STATION DESCRIPTION
 AU2483
 AU2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2483'THE STATION IS THE CENTER OF A FLASHING WHITE LIGHT FIXED
 AU2483'TO A PILING WHICH IS DRIVEN INTO 5 FEET OF WATER.  IT IS
 AU2483'LOCATED ABOUT 5 MILES SOUTH SOUTHWEST OF POINT CHEVREUIL
 AU2483'AND ABOUT 3-1/2 MILES SOUTH OF RABBIT ISLAND.
 AU2483
 AU2483                          STATION RECOVERY (1960)
 AU2483
 AU2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2483'LOCATED IN THE SOUTHEAST PART OF EAST COTE BLANCHE BAY,
 AU2483'ABOUT 1.3 MILES NORTHWEST OF RABBIT ISLAND PASS, ABOUT 0.9
 AU2483'MILES WEST OF ATCHAFALAYA BAY LIGHT 7.  LIGHT ATOP BLACK
 AU2483'DOLPHIN.  LIGHT WAS OBSERVED UPON.
 AU2483'
 AU2483'AID NUMBER 7218 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2484 ***********************************************************************
 AU2484  DESIGNATION -  MAGNOLIA PETROLEUM CO PL LT E
 AU2484  PID         -  AU2484
 AU2484  STATE/COUNTY-  LA/ST MARY
 AU2484  USGS QUAD   -  
 AU2484
 AU2484                         *CURRENT SURVEY CONTROL
 AU2484  ___________________________________________________________________
 AU2484* NAD 83(1992)-  29 28 02.33608(N)    091 35 14.84877(W)     ADJUSTED  
 AU2484* NAVD 88     -                                                        
 AU2484  ___________________________________________________________________
 AU2484  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AU2484  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AU2484
 AU2484  HORZ ORDER  -  THIRD
 AU2484
 AU2484.The horizontal coordinates were established by classical geodetic methods
 AU2484.and adjusted by the National Geodetic Survey in January 1993..
 AU2484
 AU2484
 AU2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2484
 AU2484.The geoid height was determined by GEOID03.
 AU2484
 AU2484;                    North         East     Units Scale Factor Converg.
 AU2484;SPC LA S     -   107,250.293   975,351.357   MT  0.99996880   -0 07 37.4
 AU2484;SPC LA S     -   351,870.34  3,199,965.24   sFT  0.99996880   -0 07 37.4
 AU2484;UTM  15      - 3,260,592.630   636,965.319   MT  0.99983147   +0 41 41.9
 AU2484
 AU2484                          SUPERSEDED SURVEY CONTROL
 AU2484
 AU2484  NAD 83(1986)-  29 28 02.36101(N)    091 35 14.84522(W) AD(       ) 4
 AU2484  NAD 27      -  29 28 01.57100(N)    091 35 14.43400(W) AD(       ) 3
 AU2484
 AU2484.Superseded values are not recommended for survey control.
 AU2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2484.See file dsdata.txt to determine how the superseded data were derived.
 AU2484
 AU2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3696560593(NAD 83)
 AU2484_MARKER: 14 = NAVIGATION LIGHT
 AU2484
 AU2484  HISTORY     - Date     Condition        Report By
 AU2484  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2484
 AU2484                          STATION DESCRIPTION
 AU2484
 AU2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2484'LOCATED ALONG THE EAST SIDE OF EAST COTE BLANCHE BAY, ABOUT
 AU2484'2.5 MILES SOUTHEAST OF RABBIT ISLAND, ABOUT 0.7 MILES WEST
 AU2484'OF ATCHAFALAYA BAY LIGHT 9.  LIGHT ATOP BLACK DOLPHIN.  LIGHT
 AU2484'WAS OBSERVED UPON.
 AU2484'
 AU2484'AID NUMBER 7218 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2488 ***********************************************************************
 AU2488  DESIGNATION -  MAGNOLIA PETROLEUM CO PL LT F
 AU2488  PID         -  AU2488
 AU2488  STATE/COUNTY-  LA/ST MARY
 AU2488  USGS QUAD   -  
 AU2488
 AU2488                         *CURRENT SURVEY CONTROL
 AU2488  ___________________________________________________________________
 AU2488* NAD 83(1992)-  29 28 54.08868(N)    091 34 52.86052(W)     ADJUSTED  
 AU2488* NAVD 88     -                                                        
 AU2488  ___________________________________________________________________
 AU2488  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AU2488  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AU2488
 AU2488  HORZ ORDER  -  THIRD
 AU2488
 AU2488.The horizontal coordinates were established by classical geodetic methods
 AU2488.and adjusted by the National Geodetic Survey in January 1993..
 AU2488
 AU2488
 AU2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2488
 AU2488.The geoid height was determined by GEOID03.
 AU2488
 AU2488;                    North         East     Units Scale Factor Converg.
 AU2488;SPC LA S     -   108,842.397   975,947.231   MT  0.99996651   -0 07 26.4
 AU2488;SPC LA S     -   357,093.76  3,201,920.21   sFT  0.99996651   -0 07 26.4
 AU2488;UTM  15      - 3,262,192.904   637,538.209   MT  0.99983341   +0 41 53.9
 AU2488
 AU2488                          SUPERSEDED SURVEY CONTROL
 AU2488
 AU2488  NAD 83(1986)-  29 28 54.11347(N)    091 34 52.85698(W) AD(       ) 4
 AU2488  NAD 27      -  29 28 53.32800(N)    091 34 52.44400(W) AD(       ) 3
 AU2488
 AU2488.Superseded values are not recommended for survey control.
 AU2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2488.See file dsdata.txt to determine how the superseded data were derived.
 AU2488
 AU2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3753862193(NAD 83)
 AU2488_MARKER: 14 = NAVIGATION LIGHT
 AU2488
 AU2488  HISTORY     - Date     Condition        Report By
 AU2488  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2488
 AU2488                          STATION DESCRIPTION
 AU2488
 AU2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2488'LOCATED ALONG THE EAST SIDE OF EAST COTE BLANCHE BAY, ABOUT
 AU2488'1.7 MILES SOUTHEAST OF RABBIT ISLAND, ABOUT 1.1 MILES NORTHWEST
 AU2488'OF ATCHAFALAYA BAY LIGHT 9.  LIGHT ATOP BLACK DOLPHIN.  LIGHT
 AU2488'WAS OBSERVED UPON.
 AU2488'
 AU2488'AID NUMBER 7218 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1011 ***********************************************************************
 AT1011  DESIGNATION -  MAIN
 AT1011  PID         -  AT1011
 AT1011  STATE/COUNTY-  LA/PLAQUEMINES
 AT1011  USGS QUAD   -  MAIN PASS (1971)
 AT1011
 AT1011                         *CURRENT SURVEY CONTROL
 AT1011  ___________________________________________________________________
 AT1011* NAD 83(1992)-  29 18 11.44417(N)    089 11 43.19844(W)     ADJUSTED  
 AT1011* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1011  **This station is located in a subsidence area (see below).
 AT1011  ___________________________________________________________________
 AT1011  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AT1011  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AT1011
 AT1011  HORZ ORDER  -  THIRD
 AT1011
 AT1011.The horizontal coordinates were established by classical geodetic methods
 AT1011.and adjusted by the National Geodetic Survey in January 1993..
 AT1011
 AT1011 ** The orthometric height has not been validated since last determined
 AT1011 ** by differential leveling and should not be used for control purposes.
 AT1011 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1011 ** area with valid NAVD 88 orthometric heights.
 AT1011 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1011 ** epoch indicated which incorporates improved geoid heights for the
 AT1011 ** Southern Louisiana Subsidence area.
 AT1011 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1011.The orthometric height was scaled from a topographic map.
 AT1011
 AT1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1011
 AT1011.The geoid height was determined by GEOID03.
 AT1011
 AT1011;                    North         East     Units Scale Factor Converg.
 AT1011;SPC LA S     -    90,967.713 1,207,701.420   MT  0.99999933   +1 04 08.5
 AT1011;SPC LA S     -   298,449.91  3,962,267.08   sFT  0.99999933   +1 04 08.5
 AT1011;UTM  16      - 3,243,575.930   286,774.293   MT  1.00016105   -1 04 29.5
 AT1011
 AT1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1011!SPC LA S     -   1.00000380  x   0.99999933  =   1.00000313
 AT1011!UTM  16      -   1.00000380  x   1.00016105  =   1.00016485
 AT1011
 AT1011|---------------------------------------------------------------------|
 AT1011| PID    Reference Object                     Distance      Geod. Az  |
 AT1011|                                                           dddmmss.s |
 AT1011| DD7402 MAIN RM 2                            18.900 METERS 08358     |
 AT1011| AT1017 COOL                                APPROX.17.8 KM 3531228.7 |
 AT1011|---------------------------------------------------------------------|
 AT1011
 AT1011                          SUPERSEDED SURVEY CONTROL
 AT1011
 AT1011  NAD 83(1986)-  29 18 11.44714(N)    089 11 43.20805(W) AD(       ) 3
 AT1011  NAD 27      -  29 18 13.62000(N)    089 11 41.68100(W) AD(       ) 3
 AT1011
 AT1011.Superseded values are not recommended for survey control.
 AT1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1011.See file dsdata.txt to determine how the superseded data were derived.
 AT1011
 AT1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8677443576(NAD 83)
 AT1011_MARKER: DS = TRIANGULATION STATION DISK
 AT1011_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1011_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1011
 AT1011  HISTORY     - Date     Condition        Report By
 AT1011  HISTORY     - 1916     MONUMENTED       CGS
 AT1011  HISTORY     - 1934     GOOD             CGS
 AT1011  HISTORY     - 1940     GOOD             CGS
 AT1011  HISTORY     - 1951     GOOD             CGS
 AT1011  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1011
 AT1011                          STATION DESCRIPTION
 AT1011
 AT1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1011'STATION IS ON THE NW BANK OF MAIN PASS ABOUT 400 METERS (1,312 FEET)
 AT1011'FROM THE OUTERMOST
 AT1011'GRASS AT THE MOUTH, ABOUT 500 METERS (1,640 FEET)
 AT1011'N OF THE FIRST SMALL BAYOU WHICH
 AT1011'LEADS NW THROUGH THE BANK, ABOUT 50
 AT1011'METERS (164 FEET) INSHORE, AND ON THE EASTERN EDGE
 AT1011'OF A BARE MUD FLAT
 AT1011'ABOUT 100 METERS (328 FEET) WIDE IN 1922.  THE STATION IS MARKED BY A
 AT1011'STANDARD BRONZE
 AT1011'DISK SET IN CONCRETE AT THE TOP OF A TILE
 AT1011'REFERENCE
 AT1011'MARK NO.  1 IS A STANDARD BRONZE
 AT1011'REFERENCE DISK SET IN A 4-INCH SQUARE BLOCK OF
 AT1011'CEMENT WHICH WAS
 AT1011'POURED AROUND A SCANTLING DRIVEN INTO THE MUD, IS 19.19 METERS
 AT1011'(63.0 FEET) FROM
 AT1011'THE STATION N 62 DEG 33 MIN W. REFERENCE
 AT1011'MARK NO.  2 IS A STANDARD
 AT1011'BRONZE REFERENCE DISK SET IN CONCRETE AT
 AT1011'THE TOP OF A TILE
 AT1011'IS 18.90 METERS (62.0
 AT1011'FEET) FROM THE STATION N 84 DEG 02 MIN E. A
 AT1011'HOUSE ON THE EDGE
 AT1011'OF THE MARSH IS N 59 DEG 10 MIN W AND THE
 AT1011'TOWER OF A CLUBHOUSE IS
 AT1011'S 40 DEG 58 MIN W.
 AT1011
 AT1011                          STATION RECOVERY (1940)
 AT1011
 AT1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GCM)
 AT1011'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AT1011'
 AT1011'THE STATION IS ABOUT 8 NAUTICAL MILES NORTHEAST OF PILOTTOWN, ABOUT 2
 AT1011'1/4 NAUTICAL MILES
 AT1011'SOUTH OF THE EXTREME OUTER POINT AT THE MOUTH OF
 AT1011'MAIN PASS, ABOUT 1.15 NAUTICAL MILES
 AT1011'SOUTH OF CUBITS GAP MAIN PASS
 AT1011'LIGHT, DUE WEST OF AND ACROSS THE PASS FROM THE MAIN
 AT1011'PASS ENTRANCE OF
 AT1011'DELTA PASS, ABOUT 50 METERS WEST OF THE WEST BANK OF MAIN PASS, ON
 AT1011'GRASS COVERED MUD
 AT1011'FLAT, AND ABOUT FLUSH WITH THE GROUND.  THE MARK
 AT1011'WAS ABOUT 3 INCHES BELOW WATER WHEN
 AT1011'VISITED.  THE STATION IS MARKED
 AT1011'BY A STANDARD DISK SET IN CONCRETE IN A 4-INCH TILE IN
 AT1011'TURN CEMENTED
 AT1011'INTO AN 8-INCH TILE PROBABLY SET OVER A SCANTLING DRIVEN INTO THE
 AT1011'MUD.  IT PROJECTS
 AT1011'6 INCHES.
 AT1011'
 AT1011'REFERENCE MARK NO. 1 IS 18.85 METERS FROM THE STATION N 62 DEG
 AT1011'33 MIN W .  THE
 AT1011'MARK IS A STANDARD DISK SET IN A 4-INCH SQUARE
 AT1011'CONCRETE BLOCK WHICH WAS POURED
 AT1011'AROUND A SCANTLING DRIVEN INTO THE
 AT1011'MUD.  IT PROJECTS 6 INCHES.
 AT1011'
 AT1011'REFERENCE MARK NO. 2 IS 19.20 METERS FROM THE STATION 84 DEG
 AT1011'02 MIN E. THE
 AT1011'MARK PROJECTS 4
 AT1011'INCHES.
 AT1011'
 AT1011'NO OTHER OBJECTS MENTIONED IN THE 1934 DESCRIPTION ARE
 AT1011'VISIBLE FROM THE
 AT1011'STATION.
 AT1011'
 AT1011'*1922 OBSERVATIONS.
 AT1011
 AT1011                          STATION RECOVERY (1951)
 AT1011
 AT1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AT1011'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  RM 1 WAS
 AT1011'SEARCHED FOR BUT NOT
 AT1011'FOUND.  THE STATION AND RM 2 WERE FOUND 2 FEET
 AT1011'UNDERGROUND AND IT IS BELIEVED
 AT1011'RM 1 HAS SUNK TOO DEEPLY INTO THE
 AT1011'MARSH TO BE RECOVERED.  THE DISTANCE TO RM 2 WAS
 AT1011'CHECKED AND FOUND
 AT1011'CORRECT.  REVISED DESCRIPTION FOLLOWS-
 AT1011'
 AT1011'STATION IS ON THE NW BANK OF MAIN PASS APPROXIMATELY 1500 FT. FROM
 AT1011'THE GRASS POINT AT THE
 AT1011'MOUTH OF THE PASS, ALMOST DIRECTLY WEST OF THE MOUTH OF
 AT1011'THE FIRST SMALL BAYOU WHICH
 AT1011'LEADS NE FROM THE PASS, 165 FT.  W OF THE
 AT1011'W BANK OF MAIN PASS AND IN SOFT MARSH.
 AT1011'
 AT1011'A STANDARD DISK, NOT STAMPED, IN TOP OF AN 8 INCH TILE TWO FEET
 AT1011'UNDERGROUND.
 AT1011'
 AT1011'RM 2 IS 62 FT. E. OF THE STATION BETWEEN THE STATION AND THE W. BANK
 AT1011'OF MAIN PASS AND IN SOFT
 AT1011'MARSH.
 AT1011'
 AT1011'A STANDARD DISK, NOT STAMPED, IN TOP OF AN 8 INCH TILE 2 FEET BELOW
 AT1011'THE GROUND.
 AT1011'
 AT1011'A 35 FT.  WOOD TOWER IS IN PLACE OVER THE STATION BUT ONCE THE TOWER
 AT1011'HAS ROTTED DOWN THE STATION
 AT1011'WILL BE VERY DIFFICULT TO RECOVER.
 AT1011
 AT1011                          STATION RECOVERY (1965)
 AT1011
 AT1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1011'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND AND
 AT1011'THE STATION IS
 AT1011'BELIEVED LOST DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3306 ***********************************************************************
 AU3306  DESIGNATION -  MAIN CANAL
 AU3306  PID         -  AU3306
 AU3306  STATE/COUNTY-  LA/JEFFERSON
 AU3306  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3306
 AU3306                         *CURRENT SURVEY CONTROL
 AU3306  ___________________________________________________________________
 AU3306* NAD 83(1992)-  29 52 52.00848(N)    090 13 18.97029(W)     ADJUSTED  
 AU3306* NAVD 88     -        -0.0  **(meters)      -0.   **(feet)  VERTCON   
 AU3306  **This station is located in a subsidence area (see below).
 AU3306  ___________________________________________________________________
 AU3306  X           -     -21,439.134 (meters)                     COMP
 AU3306  Y           -  -5,534,769.943 (meters)                     COMP
 AU3306  Z           -   3,158,940.737 (meters)                     COMP
 AU3306  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU3306  ELLIP HEIGHT-         -26.18  (meters)          (09/30/02) GPS OBS
 AU3306  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AU3306
 AU3306  HORZ ORDER  -  FIRST
 AU3306  ELLP ORDER  -  FOURTH    CLASS II
 AU3306
 AU3306.The horizontal coordinates were established by GPS observations
 AU3306.and adjusted by the National Geodetic Survey in January 1993..
 AU3306
 AU3306 ** The orthometric height has not been validated since last determined
 AU3306 ** by differential leveling and should not be used for control purposes.
 AU3306 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3306 ** area with valid NAVD 88 orthometric heights.
 AU3306 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3306 ** epoch indicated which incorporates improved geoid heights for the
 AU3306 ** Southern Louisiana Subsidence area.
 AU3306 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3306.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3306
 AU3306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3306
 AU3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3306
 AU3306.The ellipsoidal height was determined by GPS observations
 AU3306.and is referenced to NAD 83.
 AU3306
 AU3306.The geoid height was determined by GEOID03.
 AU3306
 AU3306;                    North         East     Units Scale Factor Converg.
 AU3306;SPC LA S     -   153,609.250 1,107,352.742   MT  0.99992792   +0 33 20.6
 AU3306;SPC LA S     -   503,966.35  3,633,039.79   sFT  0.99992792   +0 33 20.6
 AU3306;UTM  15      - 3,308,854.135   768,309.944   MT  1.00048831   +1 23 05.5
 AU3306
 AU3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3306!SPC LA S     -   1.00000411  x   0.99992792  =   0.99993203
 AU3306!UTM  15      -   1.00000411  x   1.00048831  =   1.00049242
 AU3306
 AU3306                          SUPERSEDED SURVEY CONTROL
 AU3306
 AU3306  ELLIP H (01/21/93)  -26.17   (m)                       GP(       ) 4 2
 AU3306  NAD 83(1986)-  29 52 52.02504(N)    090 13 18.97114(W) AD(       ) 1
 AU3306  NAD 27      -  29 52 51.28327(N)    090 13 18.69463(W) AD(       ) 1
 AU3306  NGVD 29 (05/20/88)    0.1    (m)            0.     (f) GPS OBS        
 AU3306
 AU3306.Superseded values are not recommended for survey control.
 AU3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3306.See file dsdata.txt to determine how the superseded data were derived.
 AU3306
 AU3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6831008854(NAD 83)
 AU3306_MARKER: DS = TRIANGULATION STATION DISK
 AU3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3306_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3306+STABILITY: SURFACE MOTION
 AU3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3306+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3306
 AU3306  HISTORY     - Date     Condition        Report By
 AU3306  HISTORY     - 1987     MONUMENTED       LADTD
 AU3306
 AU3306                          STATION DESCRIPTION
 AU3306
 AU3306'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3306'THE STATION IS LOCATED ABOUT 8 KM (5 MI) WEST-SOUTHWEST OF WESTWEGO,
 AU3306'3.5 KM (2.2 MI) SOUTH OF AVONDALE, AT THE JUNCTION OF MAIN CANAL
 AU3306'AND A FLOOD CANAL LEADING TO THE LAKE CATAOUATCHE PUMPING STATION.
 AU3306'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTOR,
 AU3306'403 BARATARIA BOULEVARD, MARRERO, LA.  PHONE 504-340-0318
 AU3306'
 AU3306'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU3306'AVONDALE GARDEN ROAD IN AVONDALE, GO EAST FOR
 AU3306'0.07 KM (0.05 MI) ON HIGHWAY 90 TO A DIRT ROAD ON THE RIGHT AT MAIN
 AU3306'CANAL.
 AU3306'TURN RIGHT AND GO SOUTHWEST FOR 3.43 KM (2.1 MI) ON THE DIRT ROAD
 AU3306'TO THE STATION ON THE LEFT AT A FLOODGATE.
 AU3306'
 AU3306'THE STATION IS A STANDARD NGS DISK
 AU3306'STAMPED---MAIN CANAL JPW 1987---,
 AU3306'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3306'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3306'42.7 METERS (140 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE,
 AU3306'22.5 METERS (73.8 FT) EAST FROM THE CENTER OF THE ROAD, AND
 AU3306'6.1 METERS (20 FT) EAST-NORTHEAST FROM THE NORTHWEST CORNER OF A
 AU3306'WOOD WALKWAY.
 AU3306'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3306'STAMPED---MAIN CANAL JPW 1987---,
 AU3306'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3307 ***********************************************************************
 AU3307  DESIGNATION -  MAIN CANAL AZ MK
 AU3307  PID         -  AU3307
 AU3307  STATE/COUNTY-  LA/JEFFERSON
 AU3307  USGS QUAD   -  LAKE CATAOUATCHE EAS (1982)
 AU3307
 AU3307                         *CURRENT SURVEY CONTROL
 AU3307  ___________________________________________________________________
 AU3307* NAD 83(1992)-  29 52 20.11724(N)    090 13 43.19181(W)     ADJUSTED  
 AU3307* NAVD 88     -        -0.9  **(meters)      -3.   **(feet)  VERTCON   
 AU3307  **This station is located in a subsidence area (see below).
 AU3307  ___________________________________________________________________
 AU3307  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3307  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AU3307
 AU3307  HORZ ORDER  -  SECOND
 AU3307
 AU3307.The horizontal coordinates were established by classical geodetic methods
 AU3307.and adjusted by the National Geodetic Survey in January 1993..
 AU3307.No horizontal observational check was made to the station.
 AU3307
 AU3307 ** The orthometric height has not been validated since last determined
 AU3307 ** by differential leveling and should not be used for control purposes.
 AU3307 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3307 ** area with valid NAVD 88 orthometric heights.
 AU3307 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3307 ** epoch indicated which incorporates improved geoid heights for the
 AU3307 ** Southern Louisiana Subsidence area.
 AU3307 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3307
 AU3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3307
 AU3307.The geoid height was determined by GEOID03.
 AU3307
 AU3307;                    North         East     Units Scale Factor Converg.
 AU3307;SPC LA S     -   152,621.094 1,106,712.333   MT  0.99992825   +0 33 08.5
 AU3307;SPC LA S     -   500,724.37  3,630,938.71   sFT  0.99992825   +0 33 08.5
 AU3307;UTM  15      - 3,307,856.261   767,683.549   MT  1.00048417   +1 22 52.1
 AU3307
 AU3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3307!SPC LA S     -   1.00000421  x   0.99992825  =   0.99993246
 AU3307!UTM  15      -   1.00000421  x   1.00048417  =   1.00048838
 AU3307
 AU3307                          SUPERSEDED SURVEY CONTROL
 AU3307
 AU3307  NAD 83(1986)-  29 52 20.13380(N)    090 13 43.19268(W) AD(       ) 2
 AU3307  NAD 27      -  29 52 19.39100(N)    090 13 42.91554(W) AD(       ) 2
 AU3307  NGVD 29 (05/20/88)   -0.8    (m)           -3.     (f) VERT ANG       
 AU3307
 AU3307.Superseded values are not recommended for survey control.
 AU3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3307.See file dsdata.txt to determine how the superseded data were derived.
 AU3307
 AU3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6768407856(NAD 83)
 AU3307_MARKER: DZ = AZIMUTH MARK DISK
 AU3307_SETTING: 0 = UNSPECIFIED SETTING
 AU3307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3307+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003
 AU3307
 AU3307  HISTORY     - Date     Condition        Report By
 AU3307  HISTORY     - 1987     MONUMENTED       LADTD
 AU3307  HISTORY     - 20030310 GOOD             CHANCE
 AU3307
 AU3307                          STATION DESCRIPTION
 AU3307
 AU3307'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3307'THE STATION IS LOCATED ABOUT 8 KM (5 MI) WEST-SOUTHWEST OF WESTWEGO,
 AU3307'3.5 KM (2.2 MI) SOUTH OF AVONDALE AT THE LAKE CATAOUATCHE PUMPING
 AU3307'STATION.
 AU3307'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTIOR,
 AU3307'403 BARATARIA BOULEVARD, MERRERO, LA. 70072. PHONE 504-340-0318.
 AU3307'
 AU3307'TO REACH THE STATION FROM U.S. HIGHWAY 90 AND AVONDALE GARDEN ROAD
 AU3307'IN AVONDALE, GO EAST FOR 0.07 KM (0.05 MI) ON HIGHWAY 90 TO A DIRT
 AU3307'ROAD ON THE RIGHT AT A CANAL.
 AU3307'TURN RIGHT AND GO SOUTHWEST FOR 4.42 KM (2.7 MI) ON THE DIRT ROAD
 AU3307'TO THE ENTRANCE GATE TO THE PUMPING STATION.  PASS THROUGH THE GATE
 AU3307'AND BEAR TO THE LEFT TO THE FLOODGATE AND THE MARK SET IN THE
 AU3307'CONCRETE SUPPORT FOR THE FLOODGATE.
 AU3307'
 AU3307'THE STATION IS A STANDARD NGS DISK
 AU3307'STAMPED---MAIN CANAL JPW 1987---,
 AU3307'SET INTO A DRILL HOLE OF A LARGE CONCRETE SECTION OF THE RETAINING
 AU3307'WALL.
 AU3307'11.5 METERS (37.7 FT) SOUTHEAST FROM A UTILITY POLE,
 AU3307'7 METERS (23 FT) NORTH FROM THE CENTER OF THE DRIVE,
 AU3307'2.6 METERS (8.5 FT) SOUTH-SOUTHEAST FROM A METAL LIGHT POLE, AND
 AU3307'1.9 METERS (6.2 FT) WEST FROM THE WEST EDGE OF THE FLOODGATE.
 AU3307
 AU3307                          STATION RECOVERY (2003)
 AU3307
 AU3307'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2003 (RMJ)
 AU3307'STATION WAS FOUND IN GOOD CONDITION ON CONCRETE FL0OD WALL OF PUMPING
 AU3307'STATION.  REVISED POC AS FOLLOWS -- WEST JEFFERSON LEVEE DISTRICT, C/O
 AU3307'GERALD SPOHRER, 7001 RIVER RD., MARRERO, LA 70072.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2663 ***********************************************************************
 BH2663  DESIGNATION -  MALHEREUX POINT 2 1909
 BH2663  PID         -  BH2663
 BH2663  STATE/COUNTY-  LA/ST BERNARD
 BH2663  USGS QUAD   -  MALHEUREUX POINT (1994)
 BH2663
 BH2663                         *CURRENT SURVEY CONTROL
 BH2663  ___________________________________________________________________
 BH2663* NAD 83(1992)-  30 04 50.31748(N)    089 29 05.56425(W)     ADJUSTED  
 BH2663* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2663  ___________________________________________________________________
 BH2663  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BH2663  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BH2663
 BH2663  HORZ ORDER  -  THIRD
 BH2663
 BH2663.The horizontal coordinates were established by classical geodetic methods
 BH2663.and adjusted by the National Geodetic Survey in May 1994..
 BH2663
 BH2663.The orthometric height was scaled from a topographic map.
 BH2663
 BH2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2663
 BH2663.The geoid height was determined by GEOID03.
 BH2663
 BH2663;                    North         East     Units Scale Factor Converg.
 BH2663;SPC LA S     -   176,642.567 1,178,185.319   MT  0.99992671   +0 55 27.3
 BH2663;SPC LA S     -   579,534.82  3,865,429.67   sFT  0.99992671   +0 55 27.3
 BH2663;SPC MS E     -    64,539.523   237,188.139   MT  0.99999866   -0 19 35.7
 BH2663;SPC MS E     -   211,743.42    778,174.75   sFT  0.99999866   -0 19 35.7
 BH2663;UTM  16      - 3,330,325.532   260,495.555   MT  1.00030776   -1 14 45.8
 BH2663
 BH2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2663!SPC LA S     -   1.00000416  x   0.99992671  =   0.99993087
 BH2663!SPC MS E     -   1.00000416  x   0.99999866  =   1.00000282
 BH2663!UTM  16      -   1.00000416  x   1.00030776  =   1.00031193
 BH2663
 BH2663:                Primary Azimuth Mark                     Grid Az
 BH2663:SPC LA S     -  ST JOSEPH ISLAND LIGHT                   025 23 24.1
 BH2663:SPC MS E     -  ST JOSEPH ISLAND LIGHT                   026 38 27.1
 BH2663:UTM  16      -  ST JOSEPH ISLAND LIGHT                   027 33 37.2
 BH2663
 BH2663|---------------------------------------------------------------------|
 BH2663| PID    Reference Object                     Distance      Geod. Az  |
 BH2663|                                                           dddmmss.s |
 BH2663| BH2675 ST JOSEPH ISLAND LIGHT              APPROX.12.7 KM 0261851.4 |
 BH2663| BH2786 EAST RIGOLETS LH                    APPROX.18.0 KM 2970357.5 |
 BH2663| BH2766 PEARL RIVER LIGHT                   APPROX. 9.3 KM 3355459.2 |
 BH2663|---------------------------------------------------------------------|
 BH2663
 BH2663                          SUPERSEDED SURVEY CONTROL
 BH2663
 BH2663  NAD 83(1992)-  30 04 50.32522(N)    089 29 05.55935(W) AD(       ) 3
 BH2663  NAD 83(1986)-  30 04 50.32952(N)    089 29 05.55918(W) AD(       ) 3
 BH2663  NAD 27      -  30 04 49.60000(N)    089 29 05.37500(W) AD(       ) 3
 BH2663
 BH2663.Superseded values are not recommended for survey control.
 BH2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2663.See file dsdata.txt to determine how the superseded data were derived.
 BH2663
 BH2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6049630326(NAD 83)
 BH2663_MARKER: K = CLAY TILE PIPE
 BH2663_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2663
 BH2663  HISTORY     - Date     Condition        Report By
 BH2663  HISTORY     - 1909     MONUMENTED       CGS
 BH2663  HISTORY     - 1934     MARK NOT FOUND   CGS
 BH2663
 BH2663                          STATION DESCRIPTION
 BH2663
 BH2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (EM)
 BH2663'THE MALHEREUX POINT STATION OF ASSISTANT BAYLOR (1903) COULD NOT BE
 BH2663'FOUND. THE GRASS WAS BURNED AND CAREFUL SEARCH MADE FOR THE SAME.
 BH2663'
 BH2663'ANOTHER STATION WAS ESTABLISHED AT THE POINT WHERE THE MOST DECIDED
 BH2663'SOUTHERLY TREND OF THE SHORE LINE BEGINS.
 BH2663'
 BH2663'THE STATION IS MARKED BY TWO TERRA COTTA PIPES 4-INCH DIAMETER, 2
 BH2663'1/2 FEET LONG SUNK ONE ABOVE THE OTHER, FLANGES DOWN, WITH CONCRETE
 BH2663'PACKED AROUND THEM. THE TOP PIPE PROJECTS 8 INCHES ABOVE THE MARSH
 BH2663'AND IS FILLED WITH CONCRETE TO DISTINGUISH IT FROM ASSISTANT
 BH2663'BAYLORS STATION. (SIMILARLY MARKED EXCEPT FOR CONCRETE).
 BH2663'
 BH2663'THE DISTANCE TO THE N SHORE IN A LINE TANGENT TO THE W END OF PETIT
 BH2663'PASS ISLAND IS 108 FEET TO HIGH-WATER LINE. TO THE W SHORE IN A
 BH2663'DIRECTION TO RIGOLETS IT IS 94 FEET TO HIGH-WATER LINE. THESE
 BH2663'DISTANCES ARE NOT FIXED AS THE SHORE LINE IS WASHING AWAY.
 BH2663'
 BH2663'AFTER THE TRIANGULATION WAS COMPUTED, THE DISTANCE 23 METERS, AND
 BH2663'AZIMUTH BETWEEN THE TWO STATIONS WAS FOUND, BUT THE 1903 ONE COULD
 BH2663'NOT BE RECOVERED.
 BH2663
 BH2663                          STATION RECOVERY (1934)
 BH2663
 BH2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2663'STATION COULD NOT BE FOUND. FRANK RITTER, JR., REPORTED THAT THE
 BH2663'TRIPOD OVER THE STATION WAS IN THE EDGE OF THE WATER ABOUT 4 YEARS
 BH2663'AGO. THIS POINT IS WASHING AWAY. MALHEREUX POINT 3 WAS ESTABLISHED.
 BH2663'SEARCH MADE BY W.K. EASLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2664 ***********************************************************************
 BH2664  DESIGNATION -  MALHEREUX POINT 3
 BH2664  PID         -  BH2664
 BH2664  STATE/COUNTY-  LA/ST BERNARD
 BH2664  USGS QUAD   -  MALHEUREUX POINT (1994)
 BH2664
 BH2664                         *CURRENT SURVEY CONTROL
 BH2664  ___________________________________________________________________
 BH2664* NAD 83(1992)-  30 04 46.31984(N)    089 29 03.56267(W)     ADJUSTED  
 BH2664* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 BH2664  ___________________________________________________________________
 BH2664  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BH2664  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BH2664
 BH2664  HORZ ORDER  -  THIRD
 BH2664
 BH2664.The horizontal coordinates were established by classical geodetic methods
 BH2664.and adjusted by the National Geodetic Survey in May 1994..
 BH2664
 BH2664.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2664
 BH2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2664
 BH2664.The geoid height was determined by GEOID03.
 BH2664
 BH2664;                    North         East     Units Scale Factor Converg.
 BH2664;SPC LA S     -   176,520.358 1,178,240.897   MT  0.99992668   +0 55 28.3
 BH2664;SPC LA S     -   579,133.87  3,865,612.01   sFT  0.99992668   +0 55 28.3
 BH2664;SPC MS E     -    64,416.121   237,241.040   MT  0.99999858   -0 19 34.6
 BH2664;SPC MS E     -   211,338.56    778,348.31   sFT  0.99999858   -0 19 34.6
 BH2664;UTM  16      - 3,330,201.259   260,546.484   MT  1.00030746   -1 14 44.7
 BH2664
 BH2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2664!SPC LA S     -   1.00000402  x   0.99992668  =   0.99993070
 BH2664!SPC MS E     -   1.00000402  x   0.99999858  =   1.00000260
 BH2664!UTM  16      -   1.00000402  x   1.00030746  =   1.00031148
 BH2664
 BH2664|---------------------------------------------------------------------|
 BH2664| PID    Reference Object                     Distance      Geod. Az  |
 BH2664|                                                           dddmmss.s |
 BH2664| DD9120 MALHEREUX POINT 3 RM 3                9.495 METERS 13028     |
 BH2664| DD9118 MALHEREUX POINT 3 RM 1               34.962 METERS 14502     |
 BH2664| BH2662 MALHEREUX POINT 3 1934 AZ MK        APPROX. 1.3 KM 2202534.9 |
 BH2664| DD9119 MALHEREUX POINT 3 RM 2               38.400 METERS 23844     |
 BH2664| DD9121 MALHEREUX POINT 3 RM 4               10.294 METERS 24926     |
 BH2664|---------------------------------------------------------------------|
 BH2664
 BH2664                          SUPERSEDED SURVEY CONTROL
 BH2664
 BH2664  NAD 83(1992)-  30 04 46.32946(N)    089 29 03.55664(W) AD(       ) 3
 BH2664  NAD 83(1986)-  30 04 46.33206(N)    089 29 03.55741(W) AD(       ) 3
 BH2664  NAD 27      -  30 04 45.61100(N)    089 29 03.37600(W) AD(       ) 3
 BH2664  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 BH2664
 BH2664.Superseded values are not recommended for survey control.
 BH2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2664.See file dsdata.txt to determine how the superseded data were derived.
 BH2664
 BH2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6054630201(NAD 83)
 BH2664_MARKER: DS = TRIANGULATION STATION DISK
 BH2664_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2664_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2664
 BH2664  HISTORY     - Date     Condition        Report By
 BH2664  HISTORY     - 1934     MONUMENTED       CGS
 BH2664  HISTORY     - 1946     GOOD             CGS
 BH2664  HISTORY     - 1952     GOOD             CGS
 BH2664  HISTORY     - 1966     GOOD             CGS
 BH2664  HISTORY     - 1969     GOOD             CGS
 BH2664  HISTORY     - 1971     GOOD             NGS
 BH2664
 BH2664                          STATION DESCRIPTION
 BH2664
 BH2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2664'STATION IS BETWEEN MISSISSIPPI SOUND AND LAKE BORGNE, ON THE
 BH2664'NORTHERNMOST TIP OF MALHEREUX POINT, 102 METERS FROM HIGH-WATER LINE
 BH2664'ON NORTHERN TIP, AND 52 METERS SE OF HIGH-WATER LINE ON SMALL
 BH2664'BIGHT.
 BH2664'
 BH2664'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2664'CONCRETE AT THE TOP OF 8-INCH TILES WHICH ARE FASTENED BY MEANS OF
 BH2664'CONCRETE TO THE UPPER END OF LONG WOODEN PILES DRIVEN INTO THE
 BH2664'MARSH.  MARKS PROJECT ABOUT 9 INCHES ABOVE SURFACE.
 BH2664'
 BH2664'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 BH2664
 BH2664                          STATION RECOVERY (1946)
 BH2664
 BH2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2664'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 BH2664'CONDITION. THE DESCRIPTION IS ADEQUATE, EXCEPT THAT THE MARK IS NOW
 BH2664'ABOUT 75 METERS FROM THE HIGH-WATER LINE INSTEAD OF 102 METERS.
 BH2664
 BH2664                          STATION RECOVERY (1952)
 BH2664
 BH2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2664'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. ORIGINAL
 BH2664'DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 BH2664'
 BH2664'EDGE OF MARSH AT N TIP IS NOW 58 METERS IN AZIMUTH 147 DEG
 BH2664'(GEODETIC).
 BH2664'
 BH2664'EDGE OF MARSH AT SMALL BIGHT IS 29 METERS IN AZIMUTH 190 DEG
 BH2664'(GEODETIC).
 BH2664'
 BH2664'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE CHECKED AND FOUND
 BH2664'TO BE CORRECT.
 BH2664
 BH2664                          STATION RECOVERY (1966)
 BH2664
 BH2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2664'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME. THE
 BH2664'REFERENCE MARKS WERE NOT RECOVERED AND ARE THOUGHT TO BE COVERED
 BH2664'WITH MUD AND NOT DESTROYED. REFERENCE MARKS 3 AND 4 WERE
 BH2664'ESTABLISHED AT THIS TIME. AN AZIMUTH MARK WAS ESTABLISHED BY
 BH2664'TELLUROMETER AND 8 POSITIONS ANGLE DETERMINATION IN THE EVENT
 BH2664'THE STATION IS LOST BY EROSION. THE STATION WAS FOUND TO BE
 BH2664'STAMPED MALHEUREUX 1934 INSTEAD OF MALHEREUE POINT 3 AS CARRIED ON
 BH2664'PRESENT DATA. A NEW DESCRIPTION FOLLOWS.
 BH2664'
 BH2664'STATION IS ON THE NORTHERN TIP OF MALHEUREUX POINT NEAR THE NORTHEAST
 BH2664'EDGE OF LAKE BORGNE AND ABOUT 4-1/2 MILES SOUTHWEST OF GRAND ISLAND.
 BH2664'
 BH2664'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN THE TOP OF AN 8
 BH2664'INCH TILE WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. THE DISK
 BH2664'IS STAMPED MALHEUREUX 1934. IT IS 0.8 OF A FOOT NORTH OF A METAL
 BH2664'WITNESS POST AND 54 FEET SOUTH OF THE WATER LINE OF LAKE BORGNE.
 BH2664'
 BH2664'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MALHEREUE POINT 3
 BH2664'NO 3 1934, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD
 BH2664'24 FEET LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 BH2664'PROJECTS 1.9 FEET. IT IS 30.7 FEET SOUTH OF THE METAL WITNESS POST
 BH2664'AND 74 FEET SOUTH OF THE WATERS EDGE OF LAKE BORGNE.
 BH2664'
 BH2664'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MALHEREUE POINT 3
 BH2664'NO. 4 1934, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD
 BH2664'24 FEET LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 BH2664'PROJECTS 2 FEET. IT IS 33.4 FEET WEST OF THE METAL WITNESS POST
 BH2664'AND 72 FEET SOUTH OF THE WATERS EDGE OF LAKE BORGNE.
 BH2664'
 BH2664'AZIMUTH MARK IS A STANDARD DISK STAMPED MALHEREUE POINT 3 1966,
 BH2664'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET
 BH2664'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.6
 BH2664'FEET.  IT IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE STATION, ABOUT
 BH2664'250 FEET EAST OF A SHELL BANK ALONG THE EAST EDGE OF LAKE BORGNE,
 BH2664'10.4 FEET EAST OF A METAL WITNESS POST, 22 FEET WEST OF A SMALL
 BH2664'SLOUGH AND 50 FEET EAST OF ANOTHER SLOUGH.
 BH2664'
 BH2664'NOTE--THE STATION CAN BE REACHED ONLY BY BOAT OR FLOAT PLANE.
 BH2664
 BH2664                          STATION RECOVERY (1969)
 BH2664
 BH2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2664'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 BH2664'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 BH2664'CONDITION.  THE RMS WERE IN GOOD CONDITION.
 BH2664
 BH2664                          STATION RECOVERY (1971)
 BH2664
 BH2664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2664'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED IN
 BH2664'ABOUT 6 INCHES OF WATER AND BARES ABOUT A FOOT.  THE DISTANCE TO
 BH2664'THE MHWL TO THE SOUTH IS APPROX. 10 FEET.  THE STATION IS STILL
 BH2664'INTACT AND USEABLE AS OF THIS DATE, BUT IT SHOULD ERODE AWAY IN
 BH2664'THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2662 ***********************************************************************
 BH2662  DESIGNATION -  MALHEREUX POINT 3 1934 AZ MK
 BH2662  PID         -  BH2662
 BH2662  STATE/COUNTY-  LA/ST BERNARD
 BH2662  USGS QUAD   -  MALHEUREUX POINT (1994)
 BH2662
 BH2662                         *CURRENT SURVEY CONTROL
 BH2662  ___________________________________________________________________
 BH2662* NAD 83(1992)-  30 04 14.88892(N)    089 29 34.34524(W)     ADJUSTED  
 BH2662* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 BH2662  ___________________________________________________________________
 BH2662  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BH2662  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BH2662
 BH2662  HORZ ORDER  -  SECOND
 BH2662
 BH2662.The horizontal coordinates were established by classical geodetic methods
 BH2662.and adjusted by the National Geodetic Survey in May 1994..
 BH2662
 BH2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2662
 BH2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2662
 BH2662.The geoid height was determined by GEOID03.
 BH2662
 BH2662;                    North         East     Units Scale Factor Converg.
 BH2662;SPC LA S     -   175,539.442 1,177,432.239   MT  0.99992649   +0 55 12.9
 BH2662;SPC LA S     -   575,915.65  3,862,958.94   sFT  0.99992649   +0 55 12.9
 BH2662;SPC MS E     -    63,453.020   236,411.103   MT  0.99999987   -0 19 49.8
 BH2662;SPC MS E     -   208,178.78    775,625.43   sFT  0.99999987   -0 19 49.8
 BH2662;UTM  16      - 3,329,251.303   259,700.939   MT  1.00031247   -1 14 58.9
 BH2662
 BH2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2662!SPC LA S     -   1.00000400  x   0.99992649  =   0.99993049
 BH2662!SPC MS E     -   1.00000400  x   0.99999987  =   1.00000387
 BH2662!UTM  16      -   1.00000400  x   1.00031247  =   1.00031647
 BH2662
 BH2662                          SUPERSEDED SURVEY CONTROL
 BH2662
 BH2662  NAD 83(1992)-  30 04 14.89843(N)    089 29 34.33907(W) AD(       ) 2
 BH2662  NAD 83(1986)-  30 04 14.90115(N)    089 29 34.34000(W) AD(       ) 2
 BH2662  NAD 27      -  30 04 14.18162(N)    089 29 34.15526(W) AD(       ) 2
 BH2662  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 BH2662
 BH2662.Superseded values are not recommended for survey control.
 BH2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2662.See file dsdata.txt to determine how the superseded data were derived.
 BH2662
 BH2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5970129251(NAD 83)
 BH2662_MARKER: DZ = AZIMUTH MARK DISK
 BH2662_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2662+WITH SETTING: INFORMATION.
 BH2662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2662
 BH2662  HISTORY     - Date     Condition        Report By
 BH2662  HISTORY     - 1966     MONUMENTED       CGS
 BH2662  HISTORY     - 1969     GOOD             CGS
 BH2662
 BH2662                          STATION DESCRIPTION
 BH2662
 BH2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2662'THE MARK IS ABOUT 1 MILE SOUTHWEST OF THE NORTHERN TIP OF MALHEUREUX
 BH2662'POINT, NEAR THE NORTHEAST EDGE OF LAKE BORGNE AND ABOUT 6 MILES
 BH2662'SOUTHWEST OF GRAND ISLAND.
 BH2662'
 BH2662'THE MARK IS A STANDARD AZIMUTH MARK DISK STAMPED MALHEREUE POINT 3
 BH2662'1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32
 BH2662'FEET LONG. IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS
 BH2662'2.6 FEET. IT IS ABOUT 1 MILE SOUTHWEST OF TRIANGULATION STATION
 BH2662'MALHEREUX POINT 3 1934, 250 FEET EAST OF A SHELL BANK ON THE EAST
 BH2662'EDGE OF LAKE BORGNE, 10.4 FEET EAST OF A METAL WITNESS POST, 22
 BH2662'FEET WEST OF A SMALL SLOUGH AND 50 FEET EAST ANOTHER SLOUGH.
 BH2662'
 BH2662'A TELLUROMETER TRAVERSE WAS MADE TO TRIANGULATION STATION MALHEREUX
 BH2662'POINT 3 1934 AND THE DISTANCE IS 1,271.338 METERS.
 BH2662
 BH2662                          STATION RECOVERY (1969)
 BH2662
 BH2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2662'THE WITNESS POST REMAINS NEARBY IN GOOD CONDITION.  THERE WAS A
 BH2662'4 FT. STAND OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0728 ***********************************************************************
 AV0728  DESIGNATION -  MALLARD USGS 1933
 AV0728  PID         -  AV0728
 AV0728  STATE/COUNTY-  LA/CAMERON
 AV0728  USGS QUAD   -  MALLARD BAY (1979)
 AV0728
 AV0728                         *CURRENT SURVEY CONTROL
 AV0728  ___________________________________________________________________
 AV0728* NAD 83(1992)-  29 53 50.31421(N)    092 39 33.96687(W)     ADJUSTED  
 AV0728* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0728  **This station is located in a subsidence area (see below).
 AV0728  ___________________________________________________________________
 AV0728  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AV0728  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AV0728
 AV0728  HORZ ORDER  -  THIRD
 AV0728
 AV0728.The horizontal coordinates were established by classical geodetic methods
 AV0728.and adjusted by the National Geodetic Survey in January 1993..
 AV0728
 AV0728 ** The orthometric height has not been validated since last determined
 AV0728 ** by differential leveling and should not be used for control purposes.
 AV0728 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0728 ** area with valid NAVD 88 orthometric heights.
 AV0728 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0728 ** epoch indicated which incorporates improved geoid heights for the
 AV0728 ** Southern Louisiana Subsidence area.
 AV0728 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0728.The orthometric height was scaled from a topographic map.
 AV0728
 AV0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0728
 AV0728.The geoid height was determined by GEOID03.
 AV0728
 AV0728;                    North         East     Units Scale Factor Converg.
 AV0728;SPC LA S     -   155,624.915   871,929.992   MT  0.99992737   -0 39 47.0
 AV0728;SPC LA S     -   510,579.41  2,860,656.98   sFT  0.99992737   -0 39 47.0
 AV0728;UTM  15      - 3,307,455.211   532,880.546   MT  0.99961334   +0 10 11.1
 AV0728
 AV0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0728!SPC LA S     -   1.00000419  x   0.99992737  =   0.99993156
 AV0728!UTM  15      -   1.00000419  x   0.99961334  =   0.99961752
 AV0728
 AV0728:                Primary Azimuth Mark                     Grid Az
 AV0728:SPC LA S     -  PRICE                                    194 16 27.7
 AV0728:UTM  15      -  PRICE                                    193 26 29.6
 AV0728
 AV0728|---------------------------------------------------------------------|
 AV0728| PID    Reference Object                     Distance      Geod. Az  |
 AV0728|                                                           dddmmss.s |
 AV0728| AV0724 PRICE                               APPROX. 7.8 KM 1933640.7 |
 AV0728|---------------------------------------------------------------------|
 AV0728
 AV0728                          SUPERSEDED SURVEY CONTROL
 AV0728
 AV0728  NAD 83(1986)-  29 53 50.33427(N)    092 39 33.95557(W) AD(       ) 3
 AV0728  NAD 27      -  29 53 49.58000(N)    092 39 33.46000(W) AD(       ) 3
 AV0728
 AV0728.Superseded values are not recommended for survey control.
 AV0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0728.See file dsdata.txt to determine how the superseded data were derived.
 AV0728
 AV0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3288107455(NAD 83)
 AV0728_MARKER: DD = SURVEY DISK
 AV0728_SETTING: 0 = UNSPECIFIED SETTING
 AV0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0728
 AV0728  HISTORY     - Date     Condition        Report By
 AV0728  HISTORY     - 1933     MONUMENTED       USGS
 AV0728
 AV0728                          STATION DESCRIPTION
 AV0728
 AV0728'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0728'AT SE END OF MALLARD BAY (A LONG NARROW BAY WHICH IS PART
 AV0728'OF GRAND LAKE), AT LAKE ARTHUR CLUBHOUSE, ON TOP OF CANAL
 AV0728'DUMP AND IN LINE WITH PALM TREES IN CENTER OF CLUBHOUSE
 AV0728'PARK, ON N SIDE OF CANAL INTO CLUBHOUSE.  IN CONCRETE POST
 AV0728'STANDARD TABLET STAMPED MALLARD 1932.
 AV0728'
 AV0728'INSTRUMENT AND SIGNAL OVER STATION MARK.  INSTRUMENT ELEVATED
 AV0728'30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3031 ***********************************************************************
 CP3031  DESIGNATION -  MAMIE
 CP3031  PID         -  CP3031
 CP3031  STATE/COUNTY-  LA/FRANKLIN
 CP3031  USGS QUAD   -  FT NECESSITY (1983)
 CP3031
 CP3031                         *CURRENT SURVEY CONTROL
 CP3031  ___________________________________________________________________
 CP3031* NAD 83(1992)-  32 07 07.99112(N)    091 51 10.21888(W)     ADJUSTED  
 CP3031* NAVD 88     -        20.7    (meters)      68.     (feet)  VERTCON   
 CP3031  ___________________________________________________________________
 CP3031  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CP3031  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP3031
 CP3031  HORZ ORDER  -  SECOND
 CP3031
 CP3031.The horizontal coordinates were established by classical geodetic methods
 CP3031.and adjusted by the National Geodetic Survey in January 1993..
 CP3031
 CP3031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3031
 CP3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3031
 CP3031.The geoid height was determined by GEOID03.
 CP3031
 CP3031;                    North         East     Units Scale Factor Converg.
 CP3031;SPC LA N     -   179,676.745 1,061,068.083   MT  0.99992088   +0 20 31.8
 CP3031;SPC LA N     -   589,489.45  3,481,187.54   sFT  0.99992088   +0 20 31.8
 CP3031;UTM  15      - 3,554,189.527   608,218.648   MT  0.99974442   +0 36 35.9
 CP3031
 CP3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3031!SPC LA N     -   1.00000084  x   0.99992088  =   0.99992172
 CP3031!UTM  15      -   1.00000084  x   0.99974442  =   0.99974526
 CP3031
 CP3031|---------------------------------------------------------------------|
 CP3031| PID    Reference Object                     Distance      Geod. Az  |
 CP3031|                                                           dddmmss.s |
 CP3031| CY4961 MAMIE RM 1                           31.911 METERS 18755     |
 CP3031| CP2028 21 V 33                                            1931606.3 |
 CP3031| CP3032 MAMIE LDH 1971 RM 2                   6.643 METERS 32756     |
 CP3031|---------------------------------------------------------------------|
 CP3031
 CP3031                          SUPERSEDED SURVEY CONTROL
 CP3031
 CP3031  NAD 83(1986)-  32 07 08.00436(N)    091 51 10.21317(W) AD(       ) 2
 CP3031  NAD 27      -  32 07 07.44773(N)    091 51 09.74782(W) AD(       ) 2
 CP3031  NGVD 29 (07/19/86)   20.7    (m)           68.     (f) VERT ANG       
 CP3031
 CP3031.Superseded values are not recommended for survey control.
 CP3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3031.See file dsdata.txt to determine how the superseded data were derived.
 CP3031
 CP3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0821954190(NAD 83)
 CP3031_MARKER: DD = SURVEY DISK
 CP3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3031
 CP3031  HISTORY     - Date     Condition        Report By
 CP3031  HISTORY     - 1971     MONUMENTED       LADTD
 CP3031
 CP3031                          STATION DESCRIPTION
 CP3031
 CP3031'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3031'THE STATION IS LOCATED 8 MILES WEST-SOUTHWEST OF WINNSBORO, 12
 CP3031'MILES WEST-NORTHWEST OF GILBERT AND 13 MILES SOUTH OF MANGHAM, IN
 CP3031'THE NORTHWEST 1/4 OF SECTION 10, T13N, R6E, AND ON THE PROPERTY
 CP3031'OWNED BY MISS MAMIE CHAPMAN, ADDRESS LIDDIEVILLE, LOUISIANA,
 CP3031'TELEPHONE 435-6030 (WINNSBORO).
 CP3031'
 CP3031'TO REACH THE STATION FROM THE CITY HALL IN WINNSBORO (ON STATE
 CP3031'HIGHWAY 15) DRIVE NORTH FOR 0.3 MILE TO A ROAD ON THE LEFT, TURN
 CP3031'LEFT AND GO WEST FOR 0.3 MILE TO A FORK, DRIVE LEFT AND WEST ALONG
 CP3031'STATE HIGHWAY 130 FOR 7.3 MILES TO INTERSECTION WITH STATE HIGHWAY
 CP3031'135, TURN LEFT AND GO SOUTH ALONG STATE HIGHWAY 135 FOR 1.1 MILES
 CP3031'TO LIDDIEVILLE, CONTINUE SOUTH ALONG HIGHWAY 135 FOR 0.8 MILE TO
 CP3031'CHAPMAN RESIDENCE ON LEFT.  THE STATION IS SET IN THE NORTHWEST
 CP3031'CORNER OF THE YARD.
 CP3031'
 CP3031'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 CP3031'STATE HIGHWAY 135 FOR 0.2 MILE TO THE MARK WHICH IS SET ON THE RIGHT
 CP3031'NEAR A FENCE CORNER AND A GRAVEL ROAD.
 CP3031'
 CP3031'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP3031'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3031'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CP3031'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3031'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3031'STAMPED MAMIE 1971.  THE MARK IS 100 FEET NORTHWEST OF THE
 CP3031'NORTHWEST CORNER OF THE CHAPMAN RESIDENCE, 54 FEET EAST OF THE
 CP3031'CENTER OF STATE HIGHWAY 135, 41 FEET NORTHEAST OF THE NORTH
 CP3031'END OF A CONCRETE CULVERT, 23 FEET SOUTHEAST OF A METAL
 CP3031'WITNESS POST AND SIGN, 17 FEET WEST OF AN 8 INCH PINE TREE AND 4
 CP3031'FEET NORTHEAST OF A 4 INCH CATALPA TREE.
 CP3031'
 CP3031'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3031'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3031'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CP3031'STAMPED MAMIE R.M. 1 1971.  IT IS 49 FEET SOUTHEAST OF THE SOUTH
 CP3031'END OF A CONCRETE CULVERT, 39 FEET EAST-NORTHEAST OF THE CENTER OF
 CP3031'STATE HIGHWAY 135, 34 FEET SOUTH OF A 6 INCH PINE TREE, 3 FEET
 CP3031'WEST-SOUTHWEST OF A FENCE, AND 3 FEET SOUTH-SOUTHWEST OF
 CP3031'POWER POLE NO. 15.
 CP3031'
 CP3031'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3031'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3031'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CP3031'STAMPED MAMIE R.M. 2 1971.  IT IS 52 FEET NORTH-NORTHEAST OF THE
 CP3031'NORTH END OF A CONCRETE CULVERT, 42 FEET EAST OF THE CENTER OF
 CP3031'STATE HIGHWAY 135, 33 FEET WEST-NORTHWEST OF AN 8 INCH PINE TREE
 CP3031'AND 2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 CP3031'
 CP3031'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3031'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 10 INCH
 CP3031'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 CP3031'GROUND.  IT IS STAMPED 21V33 1969.  IT IS 83 FEET WEST OF THE
 CP3031'CENTER OF STATE HIGHWAY 135, 43 FEET WEST OF A POWER POLE, 40 FEET
 CP3031'WEST OF A FENCE
 CP3031'
 CP3031'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2664 ***********************************************************************
 BK2664  DESIGNATION -  MAMOU MUNICIPAL TANK
 BK2664  PID         -  BK2664
 BK2664  STATE/COUNTY-  LA/EVANGELINE
 BK2664  USGS QUAD   -  MAMOU (1983)
 BK2664
 BK2664                         *CURRENT SURVEY CONTROL
 BK2664  ___________________________________________________________________
 BK2664* NAD 83(1992)-  30 38 00.18994(N)    092 25 00.23536(W)     ADJUSTED  
 BK2664* NAVD 88     -                                                        
 BK2664  ___________________________________________________________________
 BK2664  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BK2664  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2664
 BK2664  HORZ ORDER  -  THIRD
 BK2664
 BK2664.The horizontal coordinates were established by classical geodetic methods
 BK2664.and adjusted by the National Geodetic Survey in January 1993..
 BK2664
 BK2664
 BK2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2664
 BK2664.The geoid height was determined by GEOID03.
 BK2664
 BK2664;                    North         East     Units Scale Factor Converg.
 BK2664;SPC LA S     -   236,969.394   896,140.030   MT  0.99998651   -0 32 30.2
 BK2664;SPC LA S     -   777,457.09  2,940,086.08   sFT  0.99998651   -0 32 30.2
 BK2664;UTM  15      - 3,389,118.026   555,894.646   MT  0.99963854   +0 17 49.9
 BK2664
 BK2664                          SUPERSEDED SURVEY CONTROL
 BK2664
 BK2664  NAD 83(1986)-  30 38 00.21001(N)    092 25 00.22957(W) AD(       ) 4
 BK2664  NAD 27      -  30 37 59.49753(N)    092 24 59.75402(W) AD(       ) 3
 BK2664
 BK2664.Superseded values are not recommended for survey control.
 BK2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2664.See file dsdata.txt to determine how the superseded data were derived.
 BK2664
 BK2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5589589118(NAD 83)
 BK2664_MARKER: 53 = ELEVATED TANK
 BK2664
 BK2664  HISTORY     - Date     Condition        Report By
 BK2664  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2664  HISTORY     - 1960     GOOD             CGS
 BK2664
 BK2664                          STATION DESCRIPTION
 BK2664
 BK2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2664'THE STATION WAS VISITED AND WAS FOUND IN GOOD CONDITION.
 BK2664'
 BK2664'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE TOWN
 BK2664'OF MAMOU, BETWEEN EIGHT AND NINTH STREETS AND SOUTH OF HACKBERRY
 BK2664'STREET, 150 FEET EAST OF THE CENTER OF THE CENTER OF EIGHT
 BK2664'STREET AND 84 FEET SOUTH OF THE CENTER OF HACKBERRY STREET.
 BK2664'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON
 BK2664'ITS TOP.  IT IS ABOUT 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1654 ***********************************************************************
 CQ1654  DESIGNATION -  MAN
 CQ1654  PID         -  CQ1654
 CQ1654  STATE/COUNTY-  LA/DE SOTO
 CQ1654  USGS QUAD   -  MANSFIELD (1994)
 CQ1654
 CQ1654                         *CURRENT SURVEY CONTROL
 CQ1654  ___________________________________________________________________
 CQ1654* NAD 83(1992)-  32 01 19.34217(N)    093 43 02.13522(W)     ADJUSTED  
 CQ1654* NAVD 88     -       118.932  (meters)     390.20   (feet)  ADJUSTED  
 CQ1654  ___________________________________________________________________
 CQ1654  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CQ1654  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1654  DYNAMIC HT  -         118.794 (meters)     389.74  (feet)  COMP
 CQ1654  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 CQ1654
 CQ1654  HORZ ORDER  -  FIRST
 CQ1654  VERT ORDER  -  SECOND    CLASS I
 CQ1654
 CQ1654.The horizontal coordinates were established by classical geodetic methods
 CQ1654.and adjusted by the National Geodetic Survey in January 1993..
 CQ1654
 CQ1654.The orthometric height was determined by differential leveling
 CQ1654.and adjusted by the National Geodetic Survey in February 1994..
 CQ1654
 CQ1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1654
 CQ1654.The geoid height was determined by GEOID03.
 CQ1654
 CQ1654.The dynamic height is computed by dividing the NAVD 88
 CQ1654.geopotential number by the normal gravity value computed on the
 CQ1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1654.degrees latitude (g = 980.6199 gals.).
 CQ1654
 CQ1654.The modeled gravity was interpolated from observed gravity values.
 CQ1654
 CQ1654;                    North         East     Units Scale Factor Converg.
 CQ1654;SPC LA N     -   169,401.885   885,016.853   MT  0.99991639   -0 38 36.8
 CQ1654;SPC LA N     -   555,779.35  2,903,592.79   sFT  0.99991639   -0 38 36.8
 CQ1654;UTM  15      - 3,543,103.420   432,266.410   MT  0.99965658   -0 22 49.2
 CQ1654
 CQ1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1654!SPC LA N     -   0.99998537  x   0.99991639  =   0.99990176
 CQ1654!UTM  15      -   0.99998537  x   0.99965658  =   0.99964195
 CQ1654
 CQ1654|---------------------------------------------------------------------|
 CQ1654| PID    Reference Object                     Distance      Geod. Az  |
 CQ1654|                                                           dddmmss.s |
 CQ1654| CQ3158 MANSFIELD WATER TANK                  4.996 METERS 00720     |
 CQ1654| CQ2640 MAN RM 3                             25.611 METERS 01216     |
 CQ1654| CQ1653 MAN RM                                5.114 METERS 13927     |
 CQ1654| BX3018 ADAMS                               APPROX. 3.4 KM 1950252.3 |
 CQ1654| CQ1655 MAN RM 2                              9.918 METERS 33635     |
 CQ1654|---------------------------------------------------------------------|
 CQ1654
 CQ1654                          SUPERSEDED SURVEY CONTROL
 CQ1654
 CQ1654  NAD 83(1986)-  32 01 19.35061(N)    093 43 02.13209(W) AD(       ) 1
 CQ1654  NAD 27      -  32 01 18.76300(N)    093 43 01.47400(W) AD(       ) 1
 CQ1654  NGVD 29 (??/??/??)  119.001  (m)          390.42   (f) ADJUSTED    2 1
 CQ1654
 CQ1654.Superseded values are not recommended for survey control.
 CQ1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1654.See file dsdata.txt to determine how the superseded data were derived.
 CQ1654
 CQ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3226643103(NAD 83)
 CQ1654_MARKER: DS = TRIANGULATION STATION DISK
 CQ1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1654_SP_SET: CONCRETE POST
 CQ1654_STAMPING: MAN 1919
 CQ1654_MARK LOGO: CGS   
 CQ1654_PROJECTION: FLUSH
 CQ1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1654+STABILITY: SURFACE MOTION
 CQ1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1654+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1989
 CQ1654
 CQ1654  HISTORY     - Date     Condition        Report By
 CQ1654  HISTORY     - 1919     MONUMENTED       CGS
 CQ1654  HISTORY     - 1919     GOOD             CGS
 CQ1654  HISTORY     - 1935     GOOD             CGS
 CQ1654  HISTORY     - 1938     GOOD             CGS
 CQ1654  HISTORY     - 1949     POOR             CGS
 CQ1654  HISTORY     - 1969     GOOD             CGS
 CQ1654  HISTORY     - 1971     GOOD             NGS
 CQ1654  HISTORY     - 1981     GOOD             LADTD
 CQ1654  HISTORY     - 19891011 GOOD             LADTD
 CQ1654  HISTORY     - 19961116 GOOD             USPSQD
 CQ1654
 CQ1654                          STATION DESCRIPTION
 CQ1654
 CQ1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 CQ1654'ABOUT 1 MILE SW OF CENTER OF TOWN OF MANSFIELD, UNDER S
 CQ1654'SIDE OF WATER TANK, AND ON LINE BETWEEN SE AND SW FOUNDATIONS
 CQ1654'SUPPORTING LEGS OF TANK.
 CQ1654'
 CQ1654'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 CQ1654'SET IN CONCRETE.
 CQ1654'
 CQ1654'REFERENCE MARK IS A STANDARD REFERENCE DISK IN MASONRY OF SE
 CQ1654'FOUNDATION, 5.11 METERS (16.8 FEET) FROM STATION.
 CQ1654'S 87 DEG 07 MIN E.
 CQ1654
 CQ1654                          STATION RECOVERY (1919)
 CQ1654
 CQ1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 CQ1654'1.0 MI SW FROM MANSFIELD.
 CQ1654'ABOUT 1 MILE SOUTHWEST OF CENTER OF TOWN OF MANSFIELD, UNDER SOUTH
 CQ1654'SIDE OF WATER TANK, AND ON LINE BETWEEN SOUTHEAST AND SOUTHWEST
 CQ1654'FOUNDATIONS SUPPORTING LEGS OF TANK.  TO REACH-- GO SOUTH FROM CENTER
 CQ1654'OF TOWN OF MANSFIELD ON MANSFIELD-BENSON HIGHWAY 42 FOR ABOUT 1 MILE,
 CQ1654'TURN WEST AND GO ABOUT 3 TOWN BLOCKS TO HIGH-WATER TANK.
 CQ1654
 CQ1654                          STATION RECOVERY (1935)
 CQ1654
 CQ1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 CQ1654'STATION AND REFERENCE MARKS, STAMPED MAN 1919 RECOVERED
 CQ1654'AS DESCRIBED IN GOOD CONDITION.
 CQ1654'
 CQ1654'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 CQ1654'IN MASONRY IN NW FOUNDATION, 9.91 METERS (32.52 FEET) FROM
 CQ1654'STATION IN S 36 DEG E.
 CQ1654'
 CQ1654'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2,
 CQ1654'13.015 METERS (43.70 FEET).
 CQ1654'
 CQ1654'TO REACH THIS STATION, GO S FROM CENTER OF TOWN OF MANSFIELD
 CQ1654'ON MANSFIELD-BENSON HIGHWAY 42 FOR ABOUT 1 MILE, TURN W AND
 CQ1654'GO ABOUT 3 TOWN BLOCKS TO HIGH-WATER TANK.  STATION MARK UNDER
 CQ1654'S SIDE OF WATER TANK, AND ON LINE BETWEEN SE AND SW FOUNDATIONS
 CQ1654'SUPPORTING LEGS OF TANK.
 CQ1654
 CQ1654                          STATION RECOVERY (1938)
 CQ1654
 CQ1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 CQ1654'RECOVERED IN GOOD CONDITION.
 CQ1654
 CQ1654                          STATION RECOVERY (1949)
 CQ1654
 CQ1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 CQ1654'STATION RECOVERED.  REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CQ1654'THE STATION DISK IS RATHER LOOSE BUT IS STILL INTACT IN THE
 CQ1654'CEMENT.  THIS IS A TRAVERSE STATION.
 CQ1654
 CQ1654                          STATION RECOVERY (1969)
 CQ1654
 CQ1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ1654'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 CQ1654'RECOVERED AND FOUND IN GOOD CONDITION. AN OBSERVATION TOWER COULD
 CQ1654'NOT BE ERECTED OVER THE 1919 STATION MARK, SO REFERENCE MARK NO. 3
 CQ1654'WAS ESTABLISHED AND USED AS A NEW STATION.  A TRAVERSE CONNECTION
 CQ1654'WAS MADE TO REFERENCE MARK NO. 3.
 CQ1654'
 CQ1654'FOR A NEW DESCRIPTION OF NEW ROUTE TO REACH THE STATION AND
 CQ1654'DESCRIPTION OF THE MARKS SEE THE DESCRIPTION FOR MAN RM 3 THEREOF.
 CQ1654
 CQ1654                          STATION RECOVERY (1971)
 CQ1654
 CQ1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ1654'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE
 CQ1654'IN GOOD CONDITION, AS DESCRIBED IN 1969.  THE DISTANCE AND
 CQ1654'DIRECTIONS WERE CHECKED A DIFFERENCE WAS FOUND IN DISTANCE
 CQ1654'AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 AND THE MANSFIELD
 CQ1654'MUNICIPAL WATER TANK.  THE LOCATION AND ROUTE OF STATION
 CQ1654'ARE ADEQUATE.
 CQ1654'
 CQ1654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 CQ1654'SOUTHWEST EDGE OF MANSFIELD
 CQ1654'
 CQ1654'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ1654
 CQ1654                          STATION RECOVERY (1981)
 CQ1654
 CQ1654'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1654'THE MARK IS ABOVE LEVEL WITH CHURCH STREET.
 CQ1654'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.8 KM
 CQ1654'(0.5 MI) SOUTH ALONG U.S. HIGHWAY 171 FROM THE INTERSECTION OF U.S.
 CQ1654'HIGHWAY 171 AND U.S. HIGHWAY 84 IN SOUTHWEST MANSFIELD TO CHURCH
 CQ1654'STREET, THENCE 0.3 KM (0.2 MI) WEST ALONG CHURCH STREET TO THE
 CQ1654'MANSFIELD MUNICIPAL WATER TANK ON THE RIGHT AND MARK AT THE BASE OF
 CQ1654'THE WATER TANK INSIDE THE CHAIN LINK FENCE AROUND THE WATER TANK,
 CQ1654'16.8 METERS (55 FT) NORTH OF THE CENTER OF CHURCH STREET, 5.2 METERS
 CQ1654'(17 FT) WEST OF THE SOUTHEAST LEG OF THE WATER TANK, 5.0 METERS
 CQ1654'(16.5 FT) SOUTH OF THE CENTER OF THE STAND PIPE OF THE WATER TANK,
 CQ1654'4.1 METERS (13.5 FT) EAST OF THE SOUTHWEST LEG OF THE WATER TANK.
 CQ1654
 CQ1654                          STATION RECOVERY (1989)
 CQ1654
 CQ1654'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ1654'THE STATION IS LOCATED IN MANSFIELD AT THE MANSFIELD MUNICIPAL WATER
 CQ1654'TANK.  OWNERSHIP--CITY OF MANSFIELD.
 CQ1654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84, AT
 CQ1654'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 0.8 KM (0.5 MI) ON HIGHWAY
 CQ1654'171 TO THE JUNCTION OF CHURCH STREET ON THE RIGHT.  TURN RIGHT AND GO
 CQ1654'WEST FOR 0.3 KM (0.2 MI) ON CHURCH STREET TO THE STATION ON THE RIGHT
 CQ1654'AT THE WATER TANK,  IN LINE BETWEEN THE TWO SOUTH LEGS OF THE WATER
 CQ1654'TANK, 16.8 M (55.1 FT) NORTH FROM THE CENTER OF CHURCH STREET, 5.2 M
 CQ1654'(17.1 FT) WEST FROM THE SOUTHEAST LEG OF THE WATER TANK, 5.0 M
 CQ1654'(16.4 FT) SOUTH FROM THE CENTER OF THE STAND PIPE AND 4.1 M
 CQ1654'(13.5 FT) EAST FROM THE SOUTHWEST LEG OF THE WATER TANK.  THE STATION
 CQ1654'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH CHURCH STREET.
 CQ1654
 CQ1654                          STATION RECOVERY (1996)
 CQ1654
 CQ1654'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0810 ***********************************************************************
 AV0810  DESIGNATION -  MAN
 AV0810  PID         -  AV0810
 AV0810  STATE/COUNTY-  LA/CAMERON
 AV0810  USGS QUAD   -  CAMERON (1982)
 AV0810
 AV0810                         *CURRENT SURVEY CONTROL
 AV0810  ___________________________________________________________________
 AV0810* NAD 83(1992)-  29 46 15.24178(N)    093 19 32.23464(W)     ADJUSTED  
 AV0810* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 AV0810  **This station is located in a subsidence area (see below).
 AV0810  ___________________________________________________________________
 AV0810  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AV0810  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AV0810
 AV0810  HORZ ORDER  -  SECOND
 AV0810
 AV0810.The horizontal coordinates were established by classical geodetic methods
 AV0810.and adjusted by the National Geodetic Survey in January 1993..
 AV0810
 AV0810 ** The orthometric height has not been validated since last determined
 AV0810 ** by differential leveling and should not be used for control purposes.
 AV0810 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0810 ** area with valid NAVD 88 orthometric heights.
 AV0810 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0810 ** epoch indicated which incorporates improved geoid heights for the
 AV0810 ** Southern Louisiana Subsidence area.
 AV0810 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0810
 AV0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0810
 AV0810.The geoid height was determined by GEOID03.
 AV0810
 AV0810;                    North         East     Units Scale Factor Converg.
 AV0810;SPC LA S     -   142,547.187   807,354.069   MT  0.99993375   -0 59 46.2
 AV0810;SPC LA S     -   467,673.56  2,648,794.14   sFT  0.99993375   -0 59 46.2
 AV0810;UTM  15      - 3,293,444.126   468,522.662   MT  0.99961222   -0 09 42.1
 AV0810
 AV0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0810!SPC LA S     -   1.00000398  x   0.99993375  =   0.99993772
 AV0810!UTM  15      -   1.00000398  x   0.99961222  =   0.99961619
 AV0810
 AV0810:                Primary Azimuth Mark                     Grid Az
 AV0810:SPC LA S     -  CAMERON RADIO STA KKS 888 MAST           007 27 01.3
 AV0810:UTM  15      -  CAMERON RADIO STA KKS 888 MAST           006 36 57.2
 AV0810
 AV0810|---------------------------------------------------------------------|
 AV0810| PID    Reference Object                     Distance      Geod. Az  |
 AV0810|                                                           dddmmss.s |
 AV0810| AV0812 CAMERON RADIO STA KKS 888 MAST      APPROX. 2.5 KM 0062715.1 |
 AV0810| AV0813 CAMERON INDEP TELEPHONE CO MST      APPROX. 3.3 KM 0461858.0 |
 AV0810| CW1005 MAN RM 1                             28.463 METERS 04709     |
 AV0810| AV0824 CAMERON J WELL SURVEY INC MAST      APPROX. 3.3 KM 0490721.9 |
 AV0810| AV0820 CAMERON RADIO STA KKD 814 MAST      APPROX. 3.2 KM 0540508.9 |
 AV0810| AV0816 USE MARK NEAR STATION MAN 1963       80.780 METERS 07824     |
 AV0810| AV0782 LEER                                APPROX. 7.5 KM 0804235.8 |
 AV0810| AV0785 NEGRO CATHOLIC CHURCH               APPROX.11.5 KM 0821446.4 |
 AV0810| CW1006 MAN RM 2                             20.659 METERS 29331     |
 AV0810| AV0815 CALCASIEU PASS REAR RANGE LT        APPROX. 2.5 KM 3014948.1 |
 AV0810|---------------------------------------------------------------------|
 AV0810
 AV0810                          SUPERSEDED SURVEY CONTROL
 AV0810
 AV0810  NAD 83(1986)-  29 46 15.26692(N)    093 19 32.21820(W) AD(       ) 2
 AV0810  NAD 27      -  29 46 14.47400(N)    093 19 31.66600(W) AD(       ) 2
 AV0810  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 AV0810
 AV0810.Superseded values are not recommended for survey control.
 AV0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0810.See file dsdata.txt to determine how the superseded data were derived.
 AV0810
 AV0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6852393444(NAD 83)
 AV0810_MARKER: DS = TRIANGULATION STATION DISK
 AV0810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0810_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AV0810
 AV0810  HISTORY     - Date     Condition        Report By
 AV0810  HISTORY     - 1924     MONUMENTED       CGS
 AV0810  HISTORY     - 1932     GOOD             CGS
 AV0810  HISTORY     - 1963     GOOD             CGS
 AV0810
 AV0810                          STATION DESCRIPTION
 AV0810
 AV0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCJ)
 AV0810'STATION LOCATED AT A POINT ABOUT 1 MILE E OF THE EAST JETTY
 AV0810'AT CALCASIEU PASS ON THE HARD GROUND WHICH HAS BEEN THROWN
 AV0810'UP BY THE SEA INTO A SANDY LEVEE.  IT IS ABOUT 60 METERS
 AV0810'FROM THE HIGH-WATER LINE AND 30 METERS FROM THE GRASS LINE,
 AV0810'AND 1092 METERS E OF THE BUREAU OF FISHERIES BUILDING.
 AV0810'
 AV0810'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0810'IN CONCRETE AT THE TOP OF TILES, WHICH ARE FASTENED BY MEANS
 AV0810'OF CONCRETE TO THE UPPER ENDS OF LONG WOODEN PILES DRIVEN
 AV0810'INTO THE MARSH.
 AV0810'
 AV0810'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 AV0810
 AV0810                          STATION RECOVERY (1932)
 AV0810
 AV0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0810'STATION RECOVERED IN 1932.  DESCRIPTION ADEQUATE.  NO CHANGES
 AV0810'IN THIS AREA SINCE ESTABLISHMENT OF STATION.
 AV0810'
 AV0810'STATION MARK HAD BEEN REMOVED, PROBABLY BY TREASURE HUNTERS,
 AV0810'BUT IMPRESSION OF SHAFT REMAINED AND MARK WAS REPLACED WITH
 AV0810'NO ERROR.  A STANDARD DISK STAMPED MAN 1924 1933 WAS CEMENTED
 AV0810'INTO THE HOLE LEFT BY THE REMOVAL OF THE OLD MARK.
 AV0810'
 AV0810'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED AND IN GOOD
 AV0810'CONDITION.  A NEW DISTANCE WAS MEASURED 28.442 METERS.
 AV0810'
 AV0810'REFERENCE MARK NO. 2 HAD BEEN DESTROYED AND A NEW MARK WAS
 AV0810'ESTABLISHED IN THE SAME PLACE, A STANDARD DISK SET IN A CONCRETE
 AV0810'POST.  DISTANCE TO STATION 20.68 METERS.
 AV0810'
 AV0810'SHORE LINE IS BUILDING OUT AND IS VERY SOFT IN FRONT OF
 AV0810'HIGH-WATER LINE.  STATION MAY BEST BE REACHED BY ROAD FROM
 AV0810'CAMERON, GO E FROM CAMERON 1.6 MILES, TURN RIGHT ON SHELL
 AV0810'ROAD 1.0 MILE TO BEACH, TURN RIGHT INTO PASTURE AND FOLLOW
 AV0810'PARALLEL TO BEACH TO STATION.
 AV0810'
 AV0810'A 20-FOOT TRIPOD WAS USED IN 1933 SCHEME WHICH WAS OF SUFFICIENT
 AV0810'HEIGHT FOR ALL STATIONS EXCEPT LAKE WHERE CLEARING WAS NECESSARY
 AV0810'IN A GROVE SHORT DISTANCE N OF THE STATION AND ALSO ON THE
 AV0810'N SIDE OF THE ROAD AT CAMERON.
 AV0810
 AV0810                          STATION RECOVERY (1963)
 AV0810
 AV0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0810'THE STATION MARK WAS RENEWED THIS DATE.  REFERENCE MARK NO. 1,
 AV0810'REFERENCE MARK NO. 2 AND U.S. ENGINEER MARK WERE FOUND IN
 AV0810'GOOD CONDITION, AS DESCRIBED.  A NEW TO REACH AS FOLLOWS.
 AV0810'
 AV0810'TO REACH THE STATION FROM THE POST OFFICE IN CAMERON, GO
 AV0810'EAST ON STATE HIGHWAY 82 AND 27 FOR 1.45 MILES TO A SIDE
 AV0810'ROAD, TURN RIGHT AND GO SOUTH ON A MACADAM ROAD 0.8 MILE TO
 AV0810'A SHELL SIDE ROAD, TURN RIGHT AND GO WEST 0.35 MILE TO WHERE
 AV0810'THE MAIN ROAD TURNS RIGHT AND A TRACK ROAD LEFT TO A GATE,
 AV0810'KEEP LEFT ON THE TRACK ROAD THROUGH THE GATE, CONTINUE WEST
 AV0810'ON TRACK ROAD 0.75 MILE TO A GATE, PASS THROUGH THE GATE,
 AV0810'CONTINUE 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1653 ***********************************************************************
 CQ1653  DESIGNATION -  MAN RM
 CQ1653  PID         -  CQ1653
 CQ1653  STATE/COUNTY-  LA/DE SOTO
 CQ1653  USGS QUAD   -  MANSFIELD (1994)
 CQ1653
 CQ1653                         *CURRENT SURVEY CONTROL
 CQ1653  ___________________________________________________________________
 CQ1653* NAD 83(1986)-  32 01 19.     (N)    093 43 02.     (W)     SCALED    
 CQ1653* NAVD 88     -       119.189  (meters)     391.04   (feet)  ADJUSTED  
 CQ1653  ___________________________________________________________________
 CQ1653  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1653  DYNAMIC HT  -         119.050 (meters)     390.58  (feet)  COMP
 CQ1653  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 CQ1653
 CQ1653  VERT ORDER  -  SECOND    CLASS I
 CQ1653
 CQ1653.The horizontal coordinates were scaled from a topographic map and have
 CQ1653.an estimated accuracy of +/- 6 seconds.
 CQ1653
 CQ1653.The orthometric height was determined by differential leveling
 CQ1653.and adjusted by the National Geodetic Survey in February 1994..
 CQ1653
 CQ1653.The geoid height was determined by GEOID03.
 CQ1653
 CQ1653.The dynamic height is computed by dividing the NAVD 88
 CQ1653.geopotential number by the normal gravity value computed on the
 CQ1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1653.degrees latitude (g = 980.6199 gals.).
 CQ1653
 CQ1653.The modeled gravity was interpolated from observed gravity values.
 CQ1653
 CQ1653;                    North         East    Units  Estimated Accuracy
 CQ1653;SPC LA N     -   169,390.      885,020.      MT  (+/- 180 meters Scaled)
 CQ1653
 CQ1653                          SUPERSEDED SURVEY CONTROL
 CQ1653
 CQ1653  NGVD 29 (??/??/??)  119.252  (m)          391.25   (f) ADJUSTED    2 1
 CQ1653
 CQ1653.Superseded values are not recommended for survey control.
 CQ1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1653.See file dsdata.txt to determine how the superseded data were derived.
 CQ1653
 CQ1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR322430(NAD 83)
 CQ1653_MARKER: DR = REFERENCE MARK DISK
 CQ1653_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CQ1653_SP_SET: WATER TANK FOOTING
 CQ1653_STAMPING: MAN 1919
 CQ1653_MARK LOGO: CGS   
 CQ1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1653+STABILITY: SURFACE MOTION
 CQ1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1653+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1989
 CQ1653
 CQ1653  HISTORY     - Date     Condition        Report By
 CQ1653  HISTORY     - 1919     MONUMENTED       CGS
 CQ1653  HISTORY     - 1981     GOOD             LADTD
 CQ1653  HISTORY     - 19891011 GOOD             LADTD
 CQ1653  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1653
 CQ1653                          STATION DESCRIPTION
 CQ1653
 CQ1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 CQ1653'1.0 MI SW FROM MANSFIELD.
 CQ1653'TO REACH GO SOUTH FROM CENTER OF TOWN OF MANSFIELD ON MANSFIELD-BENSON
 CQ1653'HIGHWAY 42 FOR ABOUT 1 MILE, TURN WEST AND GO ABOUT 3 TOWN BLOCKS TO
 CQ1653'HIGH-WATER TANK.  IN THE TOP OF THE SOUTHEAST FOUNDATION OF A HIGH
 CQ1653'WATER TANK, 5.11 METERS (16.8 FEET) FROM TRIANGULATION STATION MAN IN
 CQ1653'AZIMUTH 272 DEG 53 MIN.
 CQ1653
 CQ1653                          STATION RECOVERY (1981)
 CQ1653
 CQ1653'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1653'THE MARK IS ABOVE LEVEL WITH CHURCH STREET.
 CQ1653'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  ABOUT
 CQ1653'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 171 FROM THE INTERSECTION OF
 CQ1653'U.S. HIGHWAY 171 AND U.S. HIGHWAY 84 IN SOUTHWEST MANSFIELD TO CHURCH
 CQ1653'STREET, THENCE 0.3 KM (.2 MI) WEST ALONG CHURCH STREET TO THE
 CQ1653'MANSFIELD MUNICIPAL WATER TANK ON THE RIGHT AND THE MARK AT THE BASE
 CQ1653'OF THE WATER TANK INSDIE THE CHAIN LINK FENCE AROUND THE WATER TANK,
 CQ1653'IN THE CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF THE WATER TANK.
 CQ1653
 CQ1653                          STATION RECOVERY (1989)
 CQ1653
 CQ1653'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ1653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84, AT
 CQ1653'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 0.8 KM (0.5 MI) ON HIGHWAY
 CQ1653'171 TO THE JUNCTION OF CHURCH STREET ON THE RIGHT.  TURN RIGHT AND GO
 CQ1653'WEST FOR 0.3 KM (0.2 MI) ON CHURCH STREET TO THE STATION ON THE RIGHT
 CQ1653'AT THE WATER TANK,  IN THE FOOTING OF THE SOUTHEAST LEG
 CQ1653'OF THE WATER TANK AND ABOUT LEVEL WITH CHURCH STREET.
 CQ1653
 CQ1653                          STATION RECOVERY (1996)
 CQ1653
 CQ1653'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1655 ***********************************************************************
 CQ1655  DESIGNATION -  MAN RM 2
 CQ1655  PID         -  CQ1655
 CQ1655  STATE/COUNTY-  LA/DE SOTO
 CQ1655  USGS QUAD   -  MANSFIELD (1994)
 CQ1655
 CQ1655                         *CURRENT SURVEY CONTROL
 CQ1655  ___________________________________________________________________
 CQ1655* NAD 83(1986)-  32 01 19.     (N)    093 43 02.     (W)     SCALED    
 CQ1655* NAVD 88     -       119.200  (meters)     391.08   (feet)  ADJUSTED  
 CQ1655  ___________________________________________________________________
 CQ1655  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1655  DYNAMIC HT  -         119.062 (meters)     390.62  (feet)  COMP
 CQ1655  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 CQ1655
 CQ1655  VERT ORDER  -  SECOND    CLASS I
 CQ1655
 CQ1655.The horizontal coordinates were scaled from a topographic map and have
 CQ1655.an estimated accuracy of +/- 6 seconds.
 CQ1655
 CQ1655.The orthometric height was determined by differential leveling
 CQ1655.and adjusted by the National Geodetic Survey in February 1994..
 CQ1655
 CQ1655.The geoid height was determined by GEOID03.
 CQ1655
 CQ1655.The dynamic height is computed by dividing the NAVD 88
 CQ1655.geopotential number by the normal gravity value computed on the
 CQ1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1655.degrees latitude (g = 980.6199 gals.).
 CQ1655
 CQ1655.The modeled gravity was interpolated from observed gravity values.
 CQ1655
 CQ1655;                    North         East    Units  Estimated Accuracy
 CQ1655;SPC LA N     -   169,390.      885,020.      MT  (+/- 180 meters Scaled)
 CQ1655
 CQ1655                          SUPERSEDED SURVEY CONTROL
 CQ1655
 CQ1655  NGVD 29 (??/??/??)  119.262  (m)          391.28   (f) ADJUSTED    2 1
 CQ1655
 CQ1655.Superseded values are not recommended for survey control.
 CQ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1655.See file dsdata.txt to determine how the superseded data were derived.
 CQ1655
 CQ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR322430(NAD 83)
 CQ1655_MARKER: DR = REFERENCE MARK DISK
 CQ1655_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CQ1655_SP_SET: WATER TANK FOOTING
 CQ1655_STAMPING: MAN 1919
 CQ1655_MARK LOGO: CGS   
 CQ1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1655+STABILITY: SURFACE MOTION
 CQ1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1655+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1989
 CQ1655
 CQ1655  HISTORY     - Date     Condition        Report By
 CQ1655  HISTORY     - 1935     MONUMENTED       CGS
 CQ1655  HISTORY     - 1938     GOOD             CGS
 CQ1655  HISTORY     - 1981     GOOD             LADTD
 CQ1655  HISTORY     - 19891011 GOOD             LADTD
 CQ1655  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1655
 CQ1655                          STATION DESCRIPTION
 CQ1655
 CQ1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1655'1.0 MI SW FROM MANSFIELD.
 CQ1655'TO REACH GO SOUTH FROM CENTER OF TOWN OF MANSFIELD ON MANSFIELD-BENSON
 CQ1655'HIGHWAY 42 FOR ABOUT 1 MILE, TURN WEST AND GO ABOUT 3 TOWN BLOCKS TO
 CQ1655'HIGH-WATER TANK.  IN THE TOP OF THE NORTHWEST FOUNDATION OF A HIGH
 CQ1655'WATER TANK, 9.91 METERS (32.52 FEET) FROM TRIANGULATION STATION MAN IN
 CQ1655'MAGNETIC-AZIMUTH 324 DEG.
 CQ1655
 CQ1655                          STATION RECOVERY (1981)
 CQ1655
 CQ1655'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ1655'THE MARK IS ABOVE LEVEL WITH CHURCH STREET.
 CQ1655'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.8 KM
 CQ1655'(0.5 MI) SOUTH ALONG U.S. HIGHWAY 171 FROM THE INTERSECTION OF U.S.
 CQ1655'HIGHWAY 171 AND U.S. HIGHWAY 84 IN SOUTHWEST MANSFIELD TO CHURCH
 CQ1655'STREET, THENCE 0.3 KM (0.2 MI) WEST ALONG CHURCH STREET TO THE
 CQ1655'MANSFIELD MUNICIPAL WATER TANK ON THE RIGHT AND THE MARK AT THE BASE
 CQ1655'OF THE WATER TANK INSIDE THE CHAIN LINK FENCE AROUND THE WATER TANK,
 CQ1655'IN THE FOUNDATION OF THE NORTHWEST LEG OF WATER TANK.
 CQ1655
 CQ1655                          STATION RECOVERY (1989)
 CQ1655
 CQ1655'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ1655'THE STATION IS LOCATED IN MANSFIELD AT THE MANSFIELD MUNICIPAL WATER
 CQ1655'TANK.  OWNERSHIP--CITY OF MANSFIELD.
 CQ1655'TO REACH THE STATION FROM THE JUNTION OF U.S. HIGHWAYS 171 AND 84, AT
 CQ1655'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 0.8 KM (0.5 MI) ON HIGHWAY
 CQ1655'171 TO THE JUNCTION OF CHURCH STREET ON THE RIGHT.  TURN RIGHT AND GO
 CQ1655'WEST FOR 0.3 KM (0.2 MI) ON CHURCH STREET TO THE STATION ON THE
 CQ1655'RIGHT AT THE WATER TANK,  IN THE FOOTING OF THE NORTHWEST LEG
 CQ1655'OF THE WATER TANK.  THE STATION IS ABOUT LEVEL WITH CHURCH STREET.
 CQ1655
 CQ1655                          STATION RECOVERY (1996)
 CQ1655
 CQ1655'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2640 ***********************************************************************
 CQ2640  DESIGNATION -  MAN RM 3
 CQ2640  PID         -  CQ2640
 CQ2640  STATE/COUNTY-  LA/DE SOTO
 CQ2640  USGS QUAD   -  MANSFIELD (1994)
 CQ2640
 CQ2640                         *CURRENT SURVEY CONTROL
 CQ2640  ___________________________________________________________________
 CQ2640* NAD 83(1992)-  32 01 20.15466(N)    093 43 01.92779(W)     ADJUSTED  
 CQ2640* NAVD 88     -       118.200  (meters)     387.79   (feet)  ADJUSTED  
 CQ2640  ___________________________________________________________________
 CQ2640  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CQ2640  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ2640  DYNAMIC HT  -         118.063 (meters)     387.35  (feet)  COMP
 CQ2640  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CQ2640
 CQ2640  HORZ ORDER  -  FIRST
 CQ2640  VERT ORDER  -  SECOND    CLASS I
 CQ2640
 CQ2640.The horizontal coordinates were established by classical geodetic methods
 CQ2640.and adjusted by the National Geodetic Survey in January 1993..
 CQ2640
 CQ2640.The orthometric height was determined by differential leveling
 CQ2640.and adjusted by the National Geodetic Survey in February 1994..
 CQ2640
 CQ2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2640
 CQ2640.The geoid height was determined by GEOID03.
 CQ2640
 CQ2640.The dynamic height is computed by dividing the NAVD 88
 CQ2640.geopotential number by the normal gravity value computed on the
 CQ2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2640.degrees latitude (g = 980.6199 gals.).
 CQ2640
 CQ2640.The modeled gravity was interpolated from observed gravity values.
 CQ2640
 CQ2640;                    North         East     Units Scale Factor Converg.
 CQ2640;SPC LA N     -   169,426.846   885,022.577   MT  0.99991640   -0 38 36.7
 CQ2640;SPC LA N     -   555,861.24  2,903,611.57   sFT  0.99991640   -0 38 36.7
 CQ2640;UTM  15      - 3,543,128.402   432,272.018   MT  0.99965657   -0 22 49.1
 CQ2640
 CQ2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2640!SPC LA N     -   0.99998548  x   0.99991640  =   0.99990189
 CQ2640!UTM  15      -   0.99998548  x   0.99965657  =   0.99964206
 CQ2640
 CQ2640:                Primary Azimuth Mark                     Grid Az
 CQ2640:SPC LA N     -  NABOR                                    090 19 38.7
 CQ2640:UTM  15      -  NABOR                                    090 03 51.1
 CQ2640
 CQ2640|---------------------------------------------------------------------|
 CQ2640| PID    Reference Object                     Distance      Geod. Az  |
 CQ2640|                                                           dddmmss.s |
 CQ2640| CQ3152 NABOR                               APPROX.14.6 KM 0894102.0 |
 CQ2640| CQ1654 MAN                                  25.611 METERS 19216     |
 CQ2640| CQ3158 MANSFIELD WATER TANK                 20.639 METERS 19328     |
 CQ2640| CQ1655 MAN RM 2                             18.502 METERS 21030     |
 CQ2640| BX3051 HUNTER LOOKOUT TOWER                APPROX.16.4 KM 2304008.9 |
 CQ2640|---------------------------------------------------------------------|
 CQ2640
 CQ2640                          SUPERSEDED SURVEY CONTROL
 CQ2640
 CQ2640  NAD 83(1986)-  32 01 20.16341(N)    093 43 01.92458(W) AD(       ) 1
 CQ2640  NAD 27      -  32 01 19.57546(N)    093 43 01.26655(W) AD(       ) 1
 CQ2640  NGVD 29 (07/19/86)  118.28   (m)          388.1    (f) LEVELING    3  
 CQ2640
 CQ2640.Superseded values are not recommended for survey control.
 CQ2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2640.See file dsdata.txt to determine how the superseded data were derived.
 CQ2640
 CQ2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3227243128(NAD 83)
 CQ2640_MARKER: DR = REFERENCE MARK DISK
 CQ2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2640_SP_SET: CONCRETE POST
 CQ2640_STAMPING: MAN 1919 NO 3 1969
 CQ2640_MARK LOGO: CGS   
 CQ2640_PROJECTION: FLUSH
 CQ2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2640+STABILITY: SURFACE MOTION
 CQ2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2640+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1989
 CQ2640
 CQ2640  HISTORY     - Date     Condition        Report By
 CQ2640  HISTORY     - 1969     MONUMENTED       CGS
 CQ2640  HISTORY     - 1971     GOOD             NGS
 CQ2640  HISTORY     - 1981     GOOD             LADTD
 CQ2640  HISTORY     - 19891011 GOOD             LADTD
 CQ2640  HISTORY     - 19961116 GOOD             USPSQD
 CQ2640
 CQ2640                          STATION DESCRIPTION
 CQ2640
 CQ2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ2640'THE STATION IS ABOUT 1 MILE SOUTH OF THE CENTER OF MANSFIELD,
 CQ2640'ON THE NORTH SIDE OF THE MANSFIELD MUNICIPAL WATER TANK AND
 CQ2640'ON PROPERTY OWNED BY THE CITY.
 CQ2640'
 CQ2640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171
 CQ2640'AND 84 AT THE SOUTHWEST EDGE OF MANSFIELD, GO SOUTH ON
 CQ2640'HIGHWAY 171 FOR 0.5 MILE TO CHURCH STREET ON THE RIGHT.  TURN
 CQ2640'RIGHT AND GO WEST ON CHURCH STREET FOR 0.2 MILE TO TOP OF
 CQ2640'GRADE AND THE WATER TANK AND STATION ON THE RIGHT.
 CQ2640'
 CQ2640'MAN RM3 IS A STANDARD REFERENCE MARK DISK STAMPED MAN 1919
 CQ2640'NO 3 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2640'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 CQ2640'IS 140 FEET NORTH OF THE CENTER OF CHURCH STREET, 75 FEET
 CQ2640'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND 52 FEET
 CQ2640'NORTH OF THE NORTHEAST LEG OF THE WATER TOWER.
 CQ2640'
 CQ2640'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MAN RM 1
 CQ2640'1919, CEMENTED IN A DRILL HOLE IN CONCRETE FOUNDATION FOR
 CQ2640'SOUTHEAST LEG OF THE WATER TOWER.
 CQ2640'
 CQ2640'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MAN RM 2
 CQ2640'1919, CEMENTED IN A DRILL HOLE IN CONCRETE FOUNDATION FOR
 CQ2640'NORTHWEST LEG OF THE WATER TOWER.
 CQ2640'
 CQ2640'THE 1919 STATION MARK IS A STANDARD DISK STAMPED MAN 1919,
 CQ2640'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH
 CQ2640'THE SURFACE OF THE GROUND.  IT IS 55 FEET NORTH OF THE CENTER OF
 CQ2640'CHURCH STREET, 17 FEET FEET WEST OF THE SOUTHEAST LEG OF THE
 CQ2640'WATER TOWER, 16.4 FEET SOUTH OF CENTER OF STANDPIPE OF WATER
 CQ2640'TOWER AND 13.5 FEET EAST OF THE SOUTHWEST LEG OF THE WATER
 CQ2640'TOWER.
 CQ2640'
 CQ2640'NOTE--NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 CQ2640'
 CQ2640'RM 1 OBSTRUCTED TO RM 3 BY WATER TOWER LEG.
 CQ2640'
 CQ2640'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 CQ2640
 CQ2640                          STATION RECOVERY (1971)
 CQ2640
 CQ2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2640'THE STATION WAS RECOVERED, AS PREVIOUSLY DESCRIBED IN 1969.  ALL
 CQ2640'MARKS WERE FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS WERE
 CQ2640'CHECKED.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO THE MANSFIELD,
 CQ2640'MUNICIPAL WATER TANK 1930.  THE LOCATION AND ROUTE TO THE STATION
 CQ2640'ARE ADEQUATE.
 CQ2640'
 CQ2640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHWEST
 CQ2640'EDGE OF MANSFIELD.
 CQ2640'
 CQ2640'HEIGHT OF LIGHT ABOVE STATION MARK 112.9 FEET.
 CQ2640
 CQ2640                          STATION RECOVERY (1981)
 CQ2640
 CQ2640'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ2640'IN MANSFIELD.
 CQ2640'THE MARK IS 0.30 M BELOW CHURCH STREET.
 CQ2640'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 171 FROM THE INTERSECTION OF
 CQ2640'U.S. HIGHWAY 171 AND U.S. HIGHWAY 84 IN SOUTHWEST MANSFIELD TO CHURCH
 CQ2640'STREET, THENCE 0.3 KM (0.2 MI) WEST ALONG CHURCH STREET TO THE
 CQ2640'MANSFIELD MUNICIPAL WATER TANK ON THE RIGHT AND THE MARK NORTH OF THE
 CQ2640'WATER TANK, 42.7 METERS (140 FT) NORTH OF THE CENTER OF CHURCH STREET,
 CQ2640'22.9 METERS (75 FT) NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 CQ2640'HOUSE, 15.9 METERS (52 FT) NORTH OF THE NORTHEAST LEG OF THE WATER
 CQ2640'TANK.
 CQ2640
 CQ2640                          STATION RECOVERY (1989)
 CQ2640
 CQ2640'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ2640'THE STATION IS LOCATED IN MANSFIELD AT THE MANSFIELD MUNICIPAL WATER
 CQ2640'TANK.  OWNERSHIP--CITY OF MANSFIELD.
 CQ2640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84, AT
 CQ2640'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 0.8 KM (0.5 MI) ON HIGHWAY
 CQ2640'171 TO THE JUNCTION WITH CHURCH STREET ON THE RIGHT.  TURN RIGHT AND
 CQ2640'GO WEST FOR 0.3 KM (0.2 MI) ON CHURCH STREET TO THE STATION ON THE
 CQ2640'RIGHT AT THE WATER TANK.
 CQ2640'THE STATION IS 42 7 M (23.0 FT) NORTH FROM THE CENTER OF CHURCH
 CQ2640'STREET, 22.9 M (75.1 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 CQ2640'WOOD FRAME HOUSE AND 15.9 M (52.2 FT) NORTH FROM THE NORTHEAST LEG OF
 CQ2640'THE WATER TANK.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT 0.3 M
 CQ2640'(1.0 FT) BELOW THE LEVEL OF CHURCH STREET.
 CQ2640
 CQ2640                          STATION RECOVERY (1996)
 CQ2640
 CQ2640'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1949 ***********************************************************************
 BJ1949  DESIGNATION -  MANCHAC BOLT
 BJ1949  PID         -  BJ1949
 BJ1949  STATE/COUNTY-  LA/IBERVILLE
 BJ1949  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1949
 BJ1949                         *CURRENT SURVEY CONTROL
 BJ1949  ___________________________________________________________________
 BJ1949* NAD 83(1986)-  30 18 36.     (N)    091 09 01.     (W)     SCALED    
 BJ1949* NAVD 88     -         6.16   (+/-2cm)      20.2    (feet)  VERTCON   
 BJ1949  ___________________________________________________________________
 BJ1949  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1949
 BJ1949  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1949
 BJ1949.The horizontal coordinates were scaled from a topographic map and have
 BJ1949.an estimated accuracy of +/- 6 seconds.
 BJ1949
 BJ1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1949.The vertical order pertains to the NGVD 29 superseded value.
 BJ1949
 BJ1949.The geoid height was determined by GEOID03.
 BJ1949
 BJ1949;                    North         East    Units  Estimated Accuracy
 BJ1949;SPC LA S     -   200,640.    1,017,610.      MT  (+/- 180 meters Scaled)
 BJ1949
 BJ1949                          SUPERSEDED SURVEY CONTROL
 BJ1949
 BJ1949  NGVD 29 (??/??/??)    6.205  (m)           20.36   (f) ADJUSTED    1 2
 BJ1949
 BJ1949.Superseded values are not recommended for survey control.
 BJ1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1949.See file dsdata.txt to determine how the superseded data were derived.
 BJ1949
 BJ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP778545(NAD 83)
 BJ1949_MARKER: B = BOLT
 BJ1949_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1949_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1949
 BJ1949  HISTORY     - Date     Condition        Report By
 BJ1949  HISTORY     - 1909     MONUMENTED       DOD
 BJ1949  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1949
 BJ1949                          STATION DESCRIPTION
 BJ1949
 BJ1949'DESCRIBED BY US DEPARTMENT OF DEFENSE 1909
 BJ1949'2.0 MI SW FROM BURTVILLE.
 BJ1949'IN IBERVILLE PARISH, 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 63
 BJ1949'FROM THE ROAD JUNCTION AT BURTVILLE, EAST BATON ROUGE PARISH,
 BJ1949'ABOUT 3/4 MILE SOUTHWEST OF THE OLD ABANDONED MANCHAC SUGAR MILL
 BJ1949'0.1 MILE NORTHEAST OF THE JUNCTION OF THE LEVEE ROAD, 75 YARDS
 BJ1949'EAST OF A YELLOW HOUSE AND AN OLD STORE BUILDING STANDING IN A
 BJ1949'FORK IN THE ROAD, ON THE NORTH SIDE OF THE HIGHWAY, AND MIDWAY
 BJ1949'BETWEEN THE JUTTER AND THE RIGHT-OF-WAY FENCE. A COPPER BOLT,
 BJ1949'LEADED IN THE TOP OF A TILE ABOUT 4 FEET UNDER GROUND,
 BJ1949'IRON PIPE BEARING A CORPS OF ENG.
 BJ1949'STANDARD BOLT, STAMPED "PBM MANCHAC 1909."
 BJ1949
 BJ1949                          STATION RECOVERY (1964)
 BJ1949
 BJ1949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1949'MARK IS ALONG HIGHWAY NO.63, ABOUT 2.0 MILES SOUTHEAST OF BURTVILLE
 BJ1949'AND ABOUT 00.1 SOUTHEAST OF THE JUNCTION OF THE LEVEE ROAD AND HIGHWAY
 BJ1949'NO.63.  IT IS ABOUT 3/4 MILE SOUTHWEST OF THE OLD ABONDED MANCHAC
 BJ1949'SUGAR MILL, ON THE NORTH SIDE OF THE HIGHWAY ABOUT MIDWAY BETWEEN THE
 BJ1949'GUTTER AND THE R.O.W. FENCE.  IT IS ABOUT 75 YARDS EAST OF A YELLOW
 BJ1949'HOUSE AND OLD STORE BUILDING THAT STAND IN THE FORKS OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3180 ***********************************************************************
 BJ3180  DESIGNATION -  MANCHAC CAP
 BJ3180  PID         -  BJ3180
 BJ3180  STATE/COUNTY-  LA/IBERVILLE
 BJ3180  USGS QUAD   -  PLAQUEMINE (1992)
 BJ3180
 BJ3180                         *CURRENT SURVEY CONTROL
 BJ3180  ___________________________________________________________________
 BJ3180* NAD 83(1986)-  30 18 36.     (N)    091 09 01.     (W)     SCALED    
 BJ3180* NAVD 88     -         7.37   (+/-2cm)      24.2    (feet)  VERTCON   
 BJ3180  ___________________________________________________________________
 BJ3180  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3180
 BJ3180  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ3180
 BJ3180.The horizontal coordinates were scaled from a topographic map and have
 BJ3180.an estimated accuracy of +/- 6 seconds.
 BJ3180
 BJ3180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3180.The vertical order pertains to the NGVD 29 superseded value.
 BJ3180
 BJ3180.The geoid height was determined by GEOID03.
 BJ3180
 BJ3180;                    North         East    Units  Estimated Accuracy
 BJ3180;SPC LA S     -   200,640.    1,017,610.      MT  (+/- 180 meters Scaled)
 BJ3180
 BJ3180                          SUPERSEDED SURVEY CONTROL
 BJ3180
 BJ3180  NGVD 29 (??/??/??)    7.422  (m)           24.35   (f) ADJUSTED    1 2
 BJ3180
 BJ3180.Superseded values are not recommended for survey control.
 BJ3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3180.See file dsdata.txt to determine how the superseded data were derived.
 BJ3180
 BJ3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP778545(NAD 83)
 BJ3180_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ3180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ3180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ3180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3180
 BJ3180  HISTORY     - Date     Condition        Report By
 BJ3180  HISTORY     - 1909     MONUMENTED       DOD
 BJ3180  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ3180
 BJ3180                          STATION DESCRIPTION
 BJ3180
 BJ3180'DESCRIBED BY US DEPARTMENT OF DEFENSE 1909
 BJ3180'2.0 MI SW FROM BURTVILLE.
 BJ3180'IN IBERVILLE PARISH, 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 63
 BJ3180'FROM THE ROAD JUNCTION AT BURTVILLE, EAST BATON ROUGE PARISH,
 BJ3180'ABOUT 3/4 MILE SOUTHWEST OF THE OLD ABANDONED MANCHAC SUGAR MILL
 BJ3180'0.1 MILE NORTHEAST OF THE JUNCTION OF THE LEVEE ROAD, 75 YARDS
 BJ3180'EAST OF A YELLOW HOUSE AND AN OLD STORE BUILDING STANDING IN A
 BJ3180'FORK IN THE ROAD, ON THE NORTH SIDE OF THE HIGHWAY, AND MIDWAY
 BJ3180'BETWEEN THE JUTTER AND THE RIGHT-OF-WAY FENCE.
 BJ3180'A CORPS OF ENG. STANDARD CAP, STAMPED 'PBM MANCHAC 1909.'
 BJ3180
 BJ3180                          STATION RECOVERY (1964)
 BJ3180
 BJ3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ3180'MARK IS ALONG HIGHWAY NO.63, ABOUT 2.0 MILES SOUTHEAST OF BURTVILLE
 BJ3180'AND ABOUT 00.1 SOUTHEAST OF THE JUNCTION OF THE LEVEE ROAD AND HIGHWAY
 BJ3180'NO.63.  IT IS ABOUT 3/4 MILE SOUTHWEST OF THE OLD ABONDED MANCHAC
 BJ3180'SUGAR MILL, ON THE NORTH SIDE OF THE HIGHWAY ABOUT MIDWAY BETWEEN THE
 BJ3180'GUTTER AND THE R.O.W. FENCE.  IT IS ABOUT 75 YARDS EAST OF A YELLOW
 BJ3180'HOUSE AND OLD STORE BUILDING THAT STAND IN THE FORKS OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4326 ***********************************************************************
 BJ4326  DESIGNATION -  MANCHAC USE 1953
 BJ4326  PID         -  BJ4326
 BJ4326  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4326  USGS QUAD   -  PONCHATOULA SE (1979)
 BJ4326
 BJ4326                         *CURRENT SURVEY CONTROL
 BJ4326  ___________________________________________________________________
 BJ4326* NAD 83(1992)-  30 17 49.04834(N)    090 17 52.93780(W)     ADJUSTED  
 BJ4326* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BJ4326  ___________________________________________________________________
 BJ4326  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4326  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BJ4326
 BJ4326  HORZ ORDER  -  SECOND
 BJ4326
 BJ4326.The horizontal coordinates were established by classical geodetic methods
 BJ4326.and adjusted by the National Geodetic Survey in January 1993..
 BJ4326.No horizontal observational check was made to the station.
 BJ4326
 BJ4326.The orthometric height was scaled from a topographic map.
 BJ4326
 BJ4326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4326
 BJ4326.The geoid height was determined by GEOID03.
 BJ4326
 BJ4326;                    North         East     Units Scale Factor Converg.
 BJ4326;SPC LA S     -   199,633.239 1,099,585.596   MT  0.99993905   +0 31 03.6
 BJ4326;SPC LA S     -   654,963.38  3,607,557.08   sFT  0.99993905   +0 31 03.6
 BJ4326;UTM  15      - 3,354,784.041   759,866.219   MT  1.00043320   +1 21 49.9
 BJ4326
 BJ4326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4326!SPC LA S     -   1.00000419  x   0.99993905  =   0.99994324
 BJ4326!UTM  15      -   1.00000419  x   1.00043320  =   1.00043739
 BJ4326
 BJ4326                          SUPERSEDED SURVEY CONTROL
 BJ4326
 BJ4326  NAD 83(1986)-  30 17 49.06255(N)    090 17 52.93733(W) AD(       ) 2
 BJ4326  NAD 27      -  30 17 48.35595(N)    090 17 52.64028(W) AD(       ) 2
 BJ4326
 BJ4326.Superseded values are not recommended for survey control.
 BJ4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4326.See file dsdata.txt to determine how the superseded data were derived.
 BJ4326
 BJ4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5986654784(NAD 83)
 BJ4326_MARKER: DD = SURVEY DISK
 BJ4326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ4326_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BJ4326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4326
 BJ4326  HISTORY     - Date     Condition        Report By
 BJ4326  HISTORY     - 1953     MONUMENTED       USE
 BJ4326
 BJ4326                          STATION DESCRIPTION
 BJ4326
 BJ4326'DESCRIBED BY US ENGINEERS 1953
 BJ4326'THE STATION IS LOCATED NEAR THE CENTER OF A SMALL ISLAND AT
 BJ4326'THE NORTHWEST SIDE OF LAKE PONTCHARTRAIN.  IT IS ABOUT 8
 BJ4326'MILES SOUTHWEST OF MANDEVILLE, ABOUT 2 MILES SOUTHWEST OF THE
 BJ4326'POINT WHERE THE TANGIPOHOA RIVER EMPTIES INTO LAKE PONTCHARTRAIN,
 BJ4326'
 BJ4326'REFERENCE MARK NO. 1 IS NEAR THE NORTHEAST CORNER OF THE
 BJ4326'ISLAND AND 78 FEET NORTHEAST OF THE PASS MANCHAC LIGHT HOUSE.
 BJ4326'A U.S. ENGINEER DEPARTMENT MARK WAS USED FOR FOR REFERENCE
 BJ4326'MARK NO. 1.  IT IS A STANDARD ENGINEER DEPARTMENT MARK DISK
 BJ4326'RIVITED ON THE TOP OF A 4 INCH IRON PIPE.  IT IS STAMPED
 BJ4326'MANCHAC 1936 AND PROJECTS 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3112 ***********************************************************************
 BK3112  DESIGNATION -  MANCHESTER FARMER RICE MILL TK
 BK3112  PID         -  BK3112
 BK3112  STATE/COUNTY-  LA/CALCASIEU
 BK3112  USGS QUAD   -  LAKE CHARLES (1994)
 BK3112
 BK3112                         *CURRENT SURVEY CONTROL
 BK3112  ___________________________________________________________________
 BK3112* NAD 83(1992)-  30 12 01.06400(N)    093 07 38.69505(W)     ADJUSTED  
 BK3112* NAVD 88     -                                                        
 BK3112  **This station is located in a subsidence area (see below).
 BK3112  ___________________________________________________________________
 BK3112  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK3112  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3112
 BK3112  HORZ ORDER  -  THIRD
 BK3112
 BK3112.The horizontal coordinates were established by classical geodetic methods
 BK3112.and adjusted by the National Geodetic Survey in January 1993..
 BK3112
 BK3112 ** The orthometric height has not been validated since last determined
 BK3112 ** by differential leveling and should not be used for control purposes.
 BK3112 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3112 ** area with valid NAVD 88 orthometric heights.
 BK3112 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3112 ** epoch indicated which incorporates improved geoid heights for the
 BK3112 ** Southern Louisiana Subsidence area.
 BK3112 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3112
 BK3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3112
 BK3112.The geoid height was determined by GEOID03.
 BK3112
 BK3112;                    North         East     Units Scale Factor Converg.
 BK3112;SPC LA S     -   189,820.671   827,263.227   MT  0.99993178   -0 53 49.4
 BK3112;SPC LA S     -   622,769.98  2,714,112.77   sFT  0.99993178   -0 53 49.4
 BK3112;UTM  15      - 3,340,986.921   487,735.838   MT  0.99960186   -0 03 50.7
 BK3112
 BK3112                          SUPERSEDED SURVEY CONTROL
 BK3112
 BK3112  NAD 83(1986)-  30 12 01.08716(N)    093 07 38.68754(W) AD(       ) 4
 BK3112  NAD 27      -  30 12 00.32590(N)    093 07 38.15310(W) AD(       ) 3
 BK3112
 BK3112.Superseded values are not recommended for survey control.
 BK3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3112.See file dsdata.txt to determine how the superseded data were derived.
 BK3112
 BK3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8773640987(NAD 83)
 BK3112_MARKER: 53 = ELEVATED TANK
 BK3112
 BK3112  HISTORY     - Date     Condition        Report By
 BK3112  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3112  HISTORY     - 1958     GOOD             CGS
 BK3112  HISTORY     - 1963     GOOD             CGS
 BK3112  HISTORY     - 1987     GOOD             LADTD
 BK3112  HISTORY     - 19990320 MARK NOT FOUND   USPSQD
 BK3112
 BK3112                          STATION DESCRIPTION
 BK3112
 BK3112'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3112'THE STATION IS THE TOP AND CENTER OF THE ELEVATED STEEL
 BK3112'WATER TANK WHICH IS LOCATED ON THE GROUNDS OF THE FARMERS
 BK3112'RICE MILLING CO. INC.
 BK3112'
 BK3112'IT IS A STEEL TANK, SUPPORTED BY FOUR LEGS, 130 FEET IN
 BK3112'HEIGHT AND 25 FEET IN DIAMETER.
 BK3112'
 BK3112'IT LIES ABOUT 6 MILES EAST SOUTHEAST OF THE BUSINESS DISTRICT
 BK3112'OF LAKE CHARLES, ABOUT 150 YARDS EAST OF STATE HIGHWAY NUMBER
 BK3112'1157 AND 120 FEET NORTH OF THE MILL BUILDING.
 BK3112
 BK3112                          STATION RECOVERY (1958)
 BK3112
 BK3112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3112'THE STATION WAS VISITED 6-2-58 AND WAS FOUND IN GOOD CONDITION.
 BK3112'
 BK3112'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF LAKE
 BK3112'CHARLES ON THE GROUND OF THE FARMERS RICE MILLING CO, 150
 BK3112'YARDS EAST OF STATE ROUTE NO. 397, AND 120 FEET NORTH OF
 BK3112'A LARGE TIN BUILDING.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BK3112'SUPPORTING A TANK ON ITS TOP.  130 FEET IN HEIGHT.  THE POINT
 BK3112'OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK.
 BK3112'
 BK3112'TO REACH THE TANK FROM THE POST OFFICE IN LAKE CHARLES GO
 BK3112'EAST ON U.S. HIGHWAY 90 FOR 2.3 MILES TO THE JUNCTION WITH
 BK3112'U.S. HIGHWAY 171 AND STATE HIGHWAY 14, CONTINUE EAST ON U.S.
 BK3112'HIGHWAY 90 FOR 3.35 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 BK3112'AND GO SOUTH ON STATE ROUTE 397 FOR 2.15 MILES TO A RAILROAD
 BK3112'TRACKS AND THE TANK ABOUT 150 YARDS TO THE EAST.
 BK3112
 BK3112                          STATION RECOVERY (1963)
 BK3112
 BK3112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3112'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BK3112
 BK3112                          STATION RECOVERY (1987)
 BK3112
 BK3112'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BK3112'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK3112
 BK3112                          STATION RECOVERY (1999)
 BK3112
 BK3112'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1576 ***********************************************************************
 BJ1576  DESIGNATION -  MANDEVILLE
 BJ1576  PID         -  BJ1576
 BJ1576  STATE/COUNTY-  LA/ST TAMMANY
 BJ1576  USGS QUAD   -  MANDEVILLE (1979)
 BJ1576
 BJ1576                         *CURRENT SURVEY CONTROL
 BJ1576  ___________________________________________________________________
 BJ1576* NAD 83(1986)-  30 21 14.     (N)    090 04 13.     (W)     SCALED    
 BJ1576* NAVD 88     -         1.179  (meters)       3.87   (feet)  ADJUSTED  
 BJ1576  ___________________________________________________________________
 BJ1576  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BJ1576  DYNAMIC HT  -           1.177 (meters)       3.86  (feet)  COMP
 BJ1576  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BJ1576
 BJ1576  VERT ORDER  -  FIRST     CLASS II
 BJ1576
 BJ1576.The horizontal coordinates were scaled from a topographic map and have
 BJ1576.an estimated accuracy of +/- 6 seconds.
 BJ1576
 BJ1576.The orthometric height was determined by differential leveling
 BJ1576.and adjusted by the National Geodetic Survey in February 1994..
 BJ1576
 BJ1576.The geoid height was determined by GEOID03.
 BJ1576
 BJ1576.The dynamic height is computed by dividing the NAVD 88
 BJ1576.geopotential number by the normal gravity value computed on the
 BJ1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1576.degrees latitude (g = 980.6199 gals.).
 BJ1576
 BJ1576.The modeled gravity was interpolated from observed gravity values.
 BJ1576
 BJ1576;                    North         East    Units  Estimated Accuracy
 BJ1576;SPC LA S     -   206,160.    1,121,420.      MT  (+/- 180 meters Scaled)
 BJ1576
 BJ1576                          SUPERSEDED SURVEY CONTROL
 BJ1576
 BJ1576  NGVD 29 (??/??/??)    1.190  (m)            3.90   (f) ADJUSTED    1 2
 BJ1576
 BJ1576.Superseded values are not recommended for survey control.
 BJ1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1576.See file dsdata.txt to determine how the superseded data were derived.
 BJ1576
 BJ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP816616(NAD 83)
 BJ1576_MARKER: DB = BENCH MARK DISK
 BJ1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1576_SP_SET: CONCRETE POST
 BJ1576_STAMPING: MANDEVILLE 1934 4
 BJ1576_MARK LOGO: CGS   
 BJ1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1576+STABILITY: SURFACE MOTION
 BJ1576
 BJ1576  HISTORY     - Date     Condition        Report By
 BJ1576  HISTORY     - 1934     MONUMENTED       CGS
 BJ1576  HISTORY     - 1955     GOOD             CGS
 BJ1576  HISTORY     - 1977     GOOD             LADTD
 BJ1576  HISTORY     - 1986     GOOD             NGS
 BJ1576
 BJ1576                          STATION DESCRIPTION
 BJ1576
 BJ1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1576'IN MANDEVILLE.
 BJ1576'LOCATED 0.7 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY 114 AND
 BJ1576'U.S. HIGHWAY 190, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF LAKE
 BJ1576'AND LA FITTE STREETS, IN THE SOUTHWEST CORNER OF THE LAWN OF THE
 BJ1576'GEORGIAN MANER HOTEL, 1 FOOT EAST OF THE EAST EDGE OF THE SIDEWALK AND
 BJ1576'1 FOOT NORTH OF AN EAST-WEST SIDEWALK.  IT IS A STANDARD DISK SET IN
 BJ1576'THE TOP OF A CONCRETE POST, 2 INCHES BELOW THE SURFACE OF THE LAWN AND
 BJ1576'IS ABOUT 2 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
 BJ1576
 BJ1576                          STATION RECOVERY (1977)
 BJ1576
 BJ1576'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1576'0.7 MILES SOUTH OF INTERSECTION OF U.S. 190, LA. 59, AND LA. 1087 IN
 BJ1576'MANDEVILLE, IN THE NORTHEAST GUADHANT OF THE INTERSECTION OF LAKE AND
 BJ1576'LAFITTE  STREETS, 1 FOOT EAST OF THE EAST EDGE OF THE SIDEWALK AND 1
 BJ1576'FOOT NORTH OF AH EAST-WEST SIDEWALK
 BJ1576
 BJ1576                          STATION RECOVERY (1986)
 BJ1576
 BJ1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1576'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BJ1576'THE MARK IS AT THE BASE OF AN OAK TREE.  NOTE---THE LARGE OAK TREE IS
 BJ1576'AT THIS TIME PUSHING MARK OUT OF THE GROUND AND SHOULD BE USED WITH
 BJ1576'EXTREME CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4218 ***********************************************************************
 BJ4218  DESIGNATION -  MANDEVILLE AERO LIGHT
 BJ4218  PID         -  BJ4218
 BJ4218  STATE/COUNTY-  LA/ST TAMMANY
 BJ4218  USGS QUAD   -  MANDEVILLE (1979)
 BJ4218
 BJ4218                         *CURRENT SURVEY CONTROL
 BJ4218  ___________________________________________________________________
 BJ4218* NAD 83(1992)-  30 20 43.96298(N)    090 03 17.93900(W)     ADJUSTED  
 BJ4218* NAVD 88     -                                                        
 BJ4218  ___________________________________________________________________
 BJ4218  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BJ4218  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BJ4218
 BJ4218  HORZ ORDER  -  THIRD
 BJ4218
 BJ4218.The horizontal coordinates were established by classical geodetic methods
 BJ4218.and adjusted by the National Geodetic Survey in May 1994..
 BJ4218
 BJ4218
 BJ4218.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4218
 BJ4218.The geoid height was determined by GEOID03.
 BJ4218
 BJ4218;                    North         East     Units Scale Factor Converg.
 BJ4218;SPC LA S     -   205,254.910 1,122,904.248   MT  0.99994377   +0 38 21.1
 BJ4218;SPC LA S     -   673,407.15  3,684,061.69   sFT  0.99994377   +0 38 21.1
 BJ4218;UTM  15      - 3,360,753.560   783,112.339   MT  1.00058895   +1 29 19.9
 BJ4218;UTM  16      - 3,361,033.590   206,311.475   MT  1.00066423   -1 32 40.3
 BJ4218
 BJ4218                          SUPERSEDED SURVEY CONTROL
 BJ4218
 BJ4218  NAD 83(1992)-  30 20 43.96300(N)    090 03 17.93873(W) AD(       ) 4
 BJ4218  NAD 83(1986)-  30 20 43.97426(N)    090 03 17.93732(W) AD(       ) 4
 BJ4218  NAD 27      -  30 20 43.26857(N)    090 03 17.66553(W) AD(       ) 3
 BJ4218
 BJ4218.Superseded values are not recommended for survey control.
 BJ4218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4218.See file dsdata.txt to determine how the superseded data were derived.
 BJ4218
 BJ4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8311260754(NAD 83)
 BJ4218_MARKER: 14 = NAVIGATION LIGHT
 BJ4218
 BJ4218  HISTORY     - Date     Condition        Report By
 BJ4218  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4218  HISTORY     - 1955     GOOD             CGS
 BJ4218  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BJ4218
 BJ4218                          STATION DESCRIPTION
 BJ4218
 BJ4218'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4218'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF MANDEVILLE,
 BJ4218'200 FEET NORTH OF THE SHORE LINE OF LAKE PONTCHARTRAIN AND 50
 BJ4218'FEET SOUTH OF A DIRT ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BJ4218'SUPPORTING A REVOLVING LIGHT AND HAS AN OVERALL HEIGHT OF
 BJ4218'75 FEET.
 BJ4218'
 BJ4218'THE POINT OBSERVED WAS THE REVOLVING LIGHT.
 BJ4218'
 BJ4218'TO REACH THE STATION FROM THE INTERSECTION OF MADISON STREET
 BJ4218'AND ATALIN STREET IN THE SOUTHEAST PART OF MANDEVILLE, GO EAST
 BJ4218'AND SOUTHEAST ON THE EXTENSION OF MADISON STREET FOR 0.5 MILE
 BJ4218'TO THE STATION ON RIGHT AS DESCRIBED.
 BJ4218
 BJ4218                          STATION RECOVERY (1955)
 BJ4218
 BJ4218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RRE)
 BJ4218'THE STATION WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION
 BJ4218'BY R.L.E. IN 1953, IS ADEQUATE.
 BJ4218
 BJ4218                          STATION RECOVERY (2005)
 BJ4218
 BJ4218'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4218'MARINA AND COMMERCIAL BUILDINGS NOW OCCUPY THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4217 ***********************************************************************
 BJ4217  DESIGNATION -  MANDEVILLE MUNICIPAL TANK
 BJ4217  PID         -  BJ4217
 BJ4217  STATE/COUNTY-  LA/ST TAMMANY
 BJ4217  USGS QUAD   -  MANDEVILLE (1979)
 BJ4217
 BJ4217                         *CURRENT SURVEY CONTROL
 BJ4217  ___________________________________________________________________
 BJ4217* NAD 83(1992)-  30 21 19.25931(N)    090 03 56.92671(W)     ADJUSTED  
 BJ4217* NAVD 88     -                                                        
 BJ4217  ___________________________________________________________________
 BJ4217  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BJ4217  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ4217
 BJ4217  HORZ ORDER  -  THIRD
 BJ4217
 BJ4217.The horizontal coordinates were established by classical geodetic methods
 BJ4217.and adjusted by the National Geodetic Survey in May 1994..
 BJ4217
 BJ4217
 BJ4217.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4217
 BJ4217.The geoid height was determined by GEOID03.
 BJ4217
 BJ4217;                    North         East     Units Scale Factor Converg.
 BJ4217;SPC LA S     -   206,330.132 1,121,851.049   MT  0.99994481   +0 38 01.6
 BJ4217;SPC LA S     -   676,934.77  3,680,606.32   sFT  0.99994481   +0 38 01.6
 BJ4217;UTM  15      - 3,361,813.721   782,042.623   MT  1.00058149   +1 29 01.7
 BJ4217;UTM  16      - 3,362,148.972   205,299.284   MT  1.00067158   -1 33 01.7
 BJ4217
 BJ4217                          SUPERSEDED SURVEY CONTROL
 BJ4217
 BJ4217  NAD 83(1992)-  30 21 19.25931(N)    090 03 56.92649(W) AD(       ) 4
 BJ4217  NAD 83(1986)-  30 21 19.27047(N)    090 03 56.92496(W) AD(       ) 4
 BJ4217  NAD 27      -  30 21 18.56639(N)    090 03 56.65129(W) AD(       ) 3
 BJ4217
 BJ4217.Superseded values are not recommended for survey control.
 BJ4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4217.See file dsdata.txt to determine how the superseded data were derived.
 BJ4217
 BJ4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8204361814(NAD 83)
 BJ4217_MARKER: 53 = ELEVATED TANK
 BJ4217
 BJ4217  HISTORY     - Date     Condition        Report By
 BJ4217  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4217  HISTORY     - 1955     GOOD             CGS
 BJ4217  HISTORY     - 1970     GOOD             NGS
 BJ4217  HISTORY     - 1985     GOOD             USPSQD
 BJ4217
 BJ4217                          STATION DESCRIPTION
 BJ4217
 BJ4217'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4217'THE STATION IS LOCATED IN THE SOUTH-CENTRAL PART OF MANDEVILLE,
 BJ4217'0.2 MILE NORTH OF LAKE PONTCHARTRAIN, IN THE CENTER OF A CITY
 BJ4217'BLOCK AND JUST NORTH OF THE MAYORS OFFICE AND COUNCIL CHAMBERS.
 BJ4217'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 BJ4217'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 BJ4217'THE OVERALL HEIGHT IS ABOUT 135 FEET.
 BJ4217'
 BJ4217'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 BJ4217
 BJ4217                          STATION RECOVERY (1955)
 BJ4217
 BJ4217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4217'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 BJ4217'BY R.L.E. IN 1953, IS ADEQUATE.
 BJ4217
 BJ4217                          STATION RECOVERY (1970)
 BJ4217
 BJ4217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4217'STATION WAS RECOVERED AS DESCRIBED AND IS STILL IN USE BY THE
 BJ4217'CITY OF MANDEVILLE.
 BJ4217
 BJ4217                          STATION RECOVERY (1985)
 BJ4217
 BJ4217'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ4217'THE WATER TANK IS STILL STANDING AND FUNCTIONAL.  THE DESCRIPTION OF
 BJ4217'LOCATION HAS CHANGED SINCE LAST REPORT.  THE TOWER IS LOCATED IN THE
 BJ4217'TOWN OF MANDEVILLE, NORTH OF THE OLD CITY HALL (BUILDING CURRENTLY
 BJ4217'HOUSES THE COUNCIL ON AGING) AT 1923 JEFFERSON ST.  THE WATER
 BJ4217'TOWER IS ROUGHLY IN THE CENTER OF THE BLOCK BORDERED BY THE
 BJ4217'FOLLOWING STREETS--JEFFERSON TO THE SOUTH.  MADISON TO THE
 BJ4217'NORTH.  MARIGNY TO THE EAST.  AND GERARD TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4209 ***********************************************************************
 BJ4209  DESIGNATION -  MANDEVILLE ST POLICE RAD TWR
 BJ4209  PID         -  BJ4209
 BJ4209  STATE/COUNTY-  LA/ST TAMMANY
 BJ4209  USGS QUAD   -  COVINGTON (1994)
 BJ4209
 BJ4209                         *CURRENT SURVEY CONTROL
 BJ4209  ___________________________________________________________________
 BJ4209* NAD 83(1992)-  30 24 09.32901(N)    090 05 12.83346(W)     ADJUSTED  
 BJ4209* NAVD 88     -                                                        
 BJ4209  ___________________________________________________________________
 BJ4209  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BJ4209  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ4209
 BJ4209  HORZ ORDER  -  THIRD
 BJ4209
 BJ4209.The horizontal coordinates were established by classical geodetic methods
 BJ4209.and adjusted by the National Geodetic Survey in January 1993..
 BJ4209
 BJ4209
 BJ4209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4209
 BJ4209.The geoid height was determined by GEOID03.
 BJ4209
 BJ4209;                    North         East     Units Scale Factor Converg.
 BJ4209;SPC LA S     -   211,544.459 1,119,767.174   MT  0.99995024   +0 37 23.6
 BJ4209;SPC LA S     -   694,042.11  3,673,769.47   sFT  0.99995024   +0 37 23.6
 BJ4209;UTM  15      - 3,366,999.771   779,880.180   MT  1.00056649   +1 28 30.7
 BJ4209
 BJ4209                          SUPERSEDED SURVEY CONTROL
 BJ4209
 BJ4209  NAD 83(1986)-  30 24 09.34018(N)    090 05 12.83216(W) AD(       ) 4
 BJ4209  NAD 27      -  30 24 08.64127(N)    090 05 12.55680(W) AD(       ) 3
 BJ4209
 BJ4209.Superseded values are not recommended for survey control.
 BJ4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4209.See file dsdata.txt to determine how the superseded data were derived.
 BJ4209
 BJ4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7988067000(NAD 83)
 BJ4209_MARKER: 43 = RADIO/TV TOWER
 BJ4209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4209+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BJ4209
 BJ4209  HISTORY     - Date     Condition        Report By
 BJ4209  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4209  HISTORY     - 1979     GOOD             LADTD
 BJ4209  HISTORY     - 20050216 GOOD             USPSQD
 BJ4209
 BJ4209                          STATION DESCRIPTION
 BJ4209
 BJ4209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4209'STATE POLICE RADIO KKY279 TOWER IS LOCATED ABOUT 4 MILES NORTH OF
 BJ4209'MANDEVILLE, 200 FEET WEST OF U.S. HIGHWAY 190 AND NEAR THE SOUTHWEST
 BJ4209'CORNER OF THE STATE POLICE OFFICE BUILDING.
 BJ4209'
 BJ4209'A 4-STEEL CHANNEL LEGGED STRUCTURE, 250 FEET IN HEIGHT, PAINTED
 BJ4209'RED-WHITE ALTERNATE SECTIONS, HAS A RED LIGHT AND SHORT ANTENNA AT
 BJ4209'TOP.
 BJ4209'
 BJ4209'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 BJ4209
 BJ4209                          STATION RECOVERY (1979)
 BJ4209
 BJ4209'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ4209'THE STATION WAS RECOVERED AS DESCRIBED IN 1970.
 BJ4209
 BJ4209                          STATION RECOVERY (2005)
 BJ4209
 BJ4209'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3062 ***********************************************************************
 CP3062  DESIGNATION -  MANGHAM
 CP3062  PID         -  CP3062
 CP3062  STATE/COUNTY-  LA/RICHLAND
 CP3062  USGS QUAD   -  MANGHAM (1982)
 CP3062
 CP3062                         *CURRENT SURVEY CONTROL
 CP3062  ___________________________________________________________________
 CP3062* NAD 83(1992)-  32 17 46.99722(N)    091 48 15.17966(W)     ADJUSTED  
 CP3062* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 CP3062  ___________________________________________________________________
 CP3062  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CP3062  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CP3062
 CP3062  HORZ ORDER  -  FIRST
 CP3062
 CP3062.The horizontal coordinates were established by classical geodetic methods
 CP3062.and adjusted by the National Geodetic Survey in January 1993..
 CP3062
 CP3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3062
 CP3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3062
 CP3062.The geoid height was determined by GEOID03.
 CP3062
 CP3062;                    North         East     Units Scale Factor Converg.
 CP3062;SPC LA N     -   199,386.591 1,065,529.776   MT  0.99993651   +0 22 04.3
 CP3062;SPC LA N     -   654,154.17  3,495,825.61   sFT  0.99993651   +0 22 04.3
 CP3062;UTM  15      - 3,573,916.634   612,586.825   MT  0.99975631   +0 38 20.3
 CP3062
 CP3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3062!SPC LA N     -   1.00000027  x   0.99993651  =   0.99993678
 CP3062!UTM  15      -   1.00000027  x   0.99975631  =   0.99975658
 CP3062
 CP3062|---------------------------------------------------------------------|
 CP3062| PID    Reference Object                     Distance      Geod. Az  |
 CP3062|                                                           dddmmss.s |
 CP3062| CY4963 MANGHAM RM 1                         55.666 METERS 02627     |
 CP3062| CP3061 MANGHAM MUNICIPAL TANK              APPROX. 2.9 KM 0541754.3 |
 CP3062| CP3015 BASKIN GAS CO MICROWV KKE 69        APPROX. 8.5 KM 1311140.0 |
 CP3062| CY4964 MANGHAM RM 2                         31.684 METERS 25700     |
 CP3062| CP3063 MANGHAM ATT MICROWAVE KGP 66        APPROX. 6.4 KM 2872311.4 |
 CP3062| CY4962 MANGHAM AZ MK                                      2903526.5 |
 CP3062|---------------------------------------------------------------------|
 CP3062
 CP3062                          SUPERSEDED SURVEY CONTROL
 CP3062
 CP3062  NAD 83(1986)-  32 17 47.01126(N)    091 48 15.17172(W) AD(       ) 1
 CP3062  NAD 27      -  32 17 46.47702(N)    091 48 14.71344(W) AD(       ) 1
 CP3062  NGVD 29 (07/19/86)   24.4    (m)           80.     (f) VERT ANG       
 CP3062
 CP3062.Superseded values are not recommended for survey control.
 CP3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3062.See file dsdata.txt to determine how the superseded data were derived.
 CP3062
 CP3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1258773917(NAD 83)
 CP3062_MARKER: DS = TRIANGULATION STATION DISK
 CP3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3062
 CP3062  HISTORY     - Date     Condition        Report By
 CP3062  HISTORY     - 1971     MONUMENTED       NGS
 CP3062
 CP3062                          STATION DESCRIPTION
 CP3062
 CP3062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3062'RMS MEASURED WITH A 300 FEET TAPE PULLING 15 KG. TENSION.
 CP3062'
 CP3062'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH-SOUTHWEST OF
 CP3062'RAYVILLE, 7-1/2 MILES SOUTHEAST OF RHYMES AND 1-3/4 MILES WEST
 CP3062'AND 1 MILE SOUTH OF MANGHAM, IN THE SOUTHEAST QUARTER OF SECTION
 CP3062'12, T 15 N, R 6 E, IN PASTURE LAND OWNED BY MRS. SUSIE BOIES,
 CP3062'RAYVILLE, LOUISIANA, 71269, PHONE NUMBER 728-3537.
 CP3062'
 CP3062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 CP3062'132 IN MANGHAM, ABOUT 100 FEET NORTH OF THE POST OFFICE, GO WEST
 CP3062'ON HIGHWAY 132 FOR 0.7 MILE TO THE JUNCTION WITH STATE HIGHWAY
 CP3062'576.  TURN LEFT AND GO SOUTH ON HIGHWAY 576 FOR 0.8 MILE TO THE
 CP3062'JUNCTION WITH STATE HIGHWAY 622.  TURN RIGHT AND GO WEST ON STATE
 CP3062'HIGHWAY 622 FOR 0.85 MILE TO A TRACK ROAD LEFT AND A GRAVELED
 CP3062'ROAD RIGHT.  TURN LEFT AND GO SOUTH ON THE TRACK ROAD FOR 0.05
 CP3062'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY
 CP3062'ACROSS PASTURE ON A DIM TRACK ROAD FOR 0.1 MILE TO A BOARD
 CP3062'CORRAL AND THE STATION.
 CP3062'
 CP3062'STATION MARKS ARE STANDARD DISKS STAMPED MANGHAM 1971.  THE
 CP3062'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CP3062'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 31.5 FEET NORTHEAST
 CP3062'OF THE NORTHWEST CORNER OF THE CORRAL, 16 FEET WEST OF A METAL
 CP3062'WITNESS POST IN A FENCE LINE AND 15 FEET NORTH OF THE NORTH PLANE
 CP3062'OF THE CORRAL FENCE.  THE UNDERGROUND DISK IS SET IN AN
 CP3062'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3062'
 CP3062'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MANGHAM NO 1 1971,
 CP3062'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 CP3062'WITH THE GROUND SURFACE.  IT IS 324 FEET SOUTH-SOUTHEAST OF AN
 CP3062'18-INCH ELM TREE, 205.5 FEET NORTH-NORTHEAST OF THE NORTHWEST
 CP3062'CORNER OF THE CORRAL AND 177 FEET NORTH OF THE METAL WITNESS POST
 CP3062'IN THE FENCE LINE.
 CP3062'
 CP3062'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MANGHAM NO 2 1971,
 CP3062'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 CP3062'WITH THE GROUND SURFACE.  IT IS 72.5 FEET WEST-SOUTHWEST OF THE
 CP3062'NORTHWEST CORNER OF THE CORRAL AND 71.5 FEET WEST-NORTHWEST OF
 CP3062'THE SOUTHWEST CORNER OF THE CORRAL.
 CP3062'
 CP3062'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MANGHAM 1971, SET
 CP3062'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP3062'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET FEET SOUTH OF
 CP3062'THE CENTER OF HIGHWAY 622, 40 FEET NORTHEAST OF A POWER POLE, 4
 CP3062'FEET SOUTH-SOUTHWEST OF A CORNER FENCE POST AND 2.5 FEET
 CP3062'SOUTHWEST OF A METAL WITNESS POST.
 CP3062'
 CP3062'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY 0.15
 CP3062'MILE TO HIGHWAY 622.  TURN LEFT AND GO WESTERLY ON THE HIGHWAY
 CP3062'FOR 0.25 MILE TO TO THE AZIMUTH MARK ON THE LEFT.
 CP3062'
 CP3062'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3063 ***********************************************************************
 CP3063  DESIGNATION -  MANGHAM ATT MICROWAVE KGP 66
 CP3063  PID         -  CP3063
 CP3063  STATE/COUNTY-  LA/RICHLAND
 CP3063  USGS QUAD   -  MANGHAM (1982)
 CP3063
 CP3063                         *CURRENT SURVEY CONTROL
 CP3063  ___________________________________________________________________
 CP3063* NAD 83(1992)-  32 18 48.91583(N)    091 52 08.26452(W)     ADJUSTED  
 CP3063* NAVD 88     -                                                        
 CP3063  ___________________________________________________________________
 CP3063  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CP3063  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3063
 CP3063  HORZ ORDER  -  THIRD
 CP3063
 CP3063.The horizontal coordinates were established by classical geodetic methods
 CP3063.and adjusted by the National Geodetic Survey in January 1993..
 CP3063
 CP3063
 CP3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3063
 CP3063.The geoid height was determined by GEOID03.
 CP3063
 CP3063;                    North         East     Units Scale Factor Converg.
 CP3063;SPC LA N     -   201,256.413 1,059,420.901   MT  0.99993853   +0 20 01.1
 CP3063;SPC LA N     -   660,288.75  3,475,783.41   sFT  0.99993853   +0 20 01.1
 CP3063;UTM  15      - 3,575,757.184   606,470.332   MT  0.99973979   +0 36 16.8
 CP3063
 CP3063                          SUPERSEDED SURVEY CONTROL
 CP3063
 CP3063  NAD 83(1986)-  32 18 48.92981(N)    091 52 08.25741(W) AD(       ) 4
 CP3063  NAD 27      -  32 18 48.39636(N)    091 52 07.79291(W) AD(       ) 3
 CP3063
 CP3063.Superseded values are not recommended for survey control.
 CP3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3063.See file dsdata.txt to determine how the superseded data were derived.
 CP3063
 CP3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0647075757(NAD 83)
 CP3063_MARKER: 45 = MICROWAVE TOWER
 CP3063
 CP3063  HISTORY     - Date     Condition        Report By
 CP3063  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP3063
 CP3063                          STATION DESCRIPTION
 CP3063
 CP3063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3063'THE MANGHAM AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE
 CP3063'TOWER IS LOCATED ABOUT 6 MILES WEST OF MANGHAM, 4-1/4 MILES
 CP3063'EAST-NORTHEAST OF BUCKNER AND 3 MILES SOUTH OF ALTO.
 CP3063'
 CP3063'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 135 IN THE
 CP3063'SOUTH EDGE OF THE SMALL TOWN OF ALTO GO SOUTH ON HIGHWAY 135 FOR
 CP3063'2.75 MILES TO THE JUNCTION WITH STATE HIGHWAY 132.  CONTINUE SOUTH
 CP3063'ON HIGHWAY 135 FOR 0.45 MILE TO THE TOWER ON THE LEFT.
 CP3063'
 CP3063'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 CP3063'WHITE, HAS FOUR HORN-TYPE ANTENNAE AT THE TOP AND IS 306 FEET
 CP3063'HIGH.  POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3061 ***********************************************************************
 CP3061  DESIGNATION -  MANGHAM MUNICIPAL TANK
 CP3061  PID         -  CP3061
 CP3061  STATE/COUNTY-  LA/RICHLAND
 CP3061  USGS QUAD   -  MANGHAM (1982)
 CP3061
 CP3061                         *CURRENT SURVEY CONTROL
 CP3061  ___________________________________________________________________
 CP3061* NAD 83(1992)-  32 18 42.27813(N)    091 46 44.57957(W)     ADJUSTED  
 CP3061* NAVD 88     -                                                        
 CP3061  ___________________________________________________________________
 CP3061  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CP3061  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CP3061
 CP3061  HORZ ORDER  -  THIRD
 CP3061
 CP3061.The horizontal coordinates were established by classical geodetic methods
 CP3061.and adjusted by the National Geodetic Survey in January 1993..
 CP3061
 CP3061
 CP3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3061
 CP3061.The geoid height was determined by GEOID03.
 CP3061
 CP3061;                    North         East     Units Scale Factor Converg.
 CP3061;SPC LA N     -   201,104.778 1,067,888.645   MT  0.99993831   +0 22 52.2
 CP3061;SPC LA N     -   659,791.26  3,503,564.66   sFT  0.99993831   +0 22 52.2
 CP3061;UTM  15      - 3,575,645.665   614,937.114   MT  0.99976291   +0 39 09.7
 CP3061
 CP3061                          SUPERSEDED SURVEY CONTROL
 CP3061
 CP3061  NAD 83(1986)-  32 18 42.29167(N)    091 46 44.57230(W) AD(       ) 4
 CP3061  NAD 27      -  32 18 41.75930(N)    091 46 44.11654(W) AD(       ) 3
 CP3061
 CP3061.Superseded values are not recommended for survey control.
 CP3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3061.See file dsdata.txt to determine how the superseded data were derived.
 CP3061
 CP3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1493775646(NAD 83)
 CP3061_MARKER: 53 = ELEVATED TANK
 CP3061
 CP3061  HISTORY     - Date     Condition        Report By
 CP3061  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP3061
 CP3061                          STATION DESCRIPTION
 CP3061
 CP3061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3061'THE MANGHAM MUNICIPAL WATER TANK IS LOCATED IN THE NORTHWEST PART
 CP3061'OF MANGHAM.
 CP3061'
 CP3061'TO REACH FROM THE TRAFFIC LIGHT IN MANGHAM GO WEST FOR 0.2 MILE
 CP3061'TO CROSS STREET.  TURN RIGHT AND GO NORTH FOR 0.2 MILE TO THE TANK
 CP3061'ON THE LEFT.
 CP3061'
 CP3061'IT IS AN ELEVATED TANK, SUPPORTED BY FOUR STEEL LEGS, PAINTED
 CP3061'SILVER, HAS THE LEGEND MANGHAM LA PAINTED ON THE EAST SIDE AND IS
 CP3061'110 FEET HIGH.  POINT INTERSECTED WAS THE VENT AT THE TOP OF THE
 CP3061'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1235 ***********************************************************************
 AT1235  DESIGNATION -  MANILA
 AT1235  PID         -  AT1235
 AT1235  STATE/COUNTY-  LA/JEFFERSON
 AT1235  USGS QUAD   -  WILKINSON BAY (1992)
 AT1235
 AT1235                         *CURRENT SURVEY CONTROL
 AT1235  ___________________________________________________________________
 AT1235* NAD 83(1992)-  29 25 37.56133(N)    089 58 38.12484(W)     ADJUSTED  
 AT1235* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1235  **This station is located in a subsidence area (see below).
 AT1235  ___________________________________________________________________
 AT1235  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AT1235  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AT1235
 AT1235  HORZ ORDER  -  SECOND
 AT1235
 AT1235.The horizontal coordinates were established by classical geodetic methods
 AT1235.and adjusted by the National Geodetic Survey in January 1993..
 AT1235
 AT1235 ** The orthometric height has not been validated since last determined
 AT1235 ** by differential leveling and should not be used for control purposes.
 AT1235 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1235 ** area with valid NAVD 88 orthometric heights.
 AT1235 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1235 ** epoch indicated which incorporates improved geoid heights for the
 AT1235 ** Southern Louisiana Subsidence area.
 AT1235 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1235.The orthometric height was scaled from a topographic map.
 AT1235
 AT1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1235
 AT1235.The geoid height was determined by GEOID03.
 AT1235
 AT1235;                    North         East     Units Scale Factor Converg.
 AT1235;SPC LA S     -   103,544.100 1,131,581.472   MT  0.99997553   +0 40 41.0
 AT1235;SPC LA S     -   339,710.93  3,712,530.21   sFT  0.99997553   +0 40 41.0
 AT1235;UTM  16      - 3,258,995.527   211,147.774   MT  1.00062966   -1 27 49.6
 AT1235;UTM  15      - 3,259,109.214   793,267.395   MT  1.00066138   +1 29 10.3
 AT1235
 AT1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1235!SPC LA S     -   1.00000384  x   0.99997553  =   0.99997937
 AT1235!UTM  16      -   1.00000384  x   1.00062966  =   1.00063350
 AT1235!UTM  15      -   1.00000384  x   1.00066138  =   1.00066522
 AT1235
 AT1235:                Primary Azimuth Mark                     Grid Az
 AT1235:SPC LA S     -  BAYOU ST DENIS N ENTRANCE LT             011 02 24.2
 AT1235:UTM  16      -  BAYOU ST DENIS N ENTRANCE LT             013 10 54.8
 AT1235:UTM  15      -  BAYOU ST DENIS N ENTRANCE LT             010 13 54.9
 AT1235
 AT1235|---------------------------------------------------------------------|
 AT1235| PID    Reference Object                     Distance      Geod. Az  |
 AT1235|                                                           dddmmss.s |
 AT1235| AT1237 BAYOU ST DENIS N ENTRANCE LT        APPROX. 2.6 KM 0114305.2 |
 AT1235| DD7403 MANILA RM 1                         132.241 METERS 02449     |
 AT1235| DD7404 MANILA RM 2                         119.286 METERS 04951     |
 AT1235| AT1238 BAYOU ST DENIS S ENTRANCE LT        APPROX. 2.3 KM 0515040.3 |
 AT1235| AT1239 SOG                                 APPROX. 7.1 KM 0531402.2 |
 AT1235| DD7405 MANILA RM 3                         127.442 METERS 07608     |
 AT1235| AT1224 END                                 APPROX.11.9 KM 1335734.3 |
 AT1235| AT1218 MAG                                 APPROX.13.7 KM 1473645.2 |
 AT1235| AT1230 GRAND BAYOU LIGHT 1927               76.200 METERS 16744     |
 AT1235| AT1220 CHAMPAGNE 3                         APPROX.11.1 KM 1885418.1 |
 AT1235|---------------------------------------------------------------------|
 AT1235
 AT1235                          SUPERSEDED SURVEY CONTROL
 AT1235
 AT1235  NAD 83(1986)-  29 25 37.57463(N)    089 58 38.13202(W) AD(       ) 2
 AT1235  NAD 27      -  29 25 36.77900(N)    089 58 37.87200(W) AD(       ) 2
 AT1235
 AT1235.Superseded values are not recommended for survey control.
 AT1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1235.See file dsdata.txt to determine how the superseded data were derived.
 AT1235
 AT1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1114858996(NAD 83)
 AT1235_MARKER: Z = SEE DESCRIPTION
 AT1235_SETTING: 0 = UNSPECIFIED SETTING
 AT1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1235
 AT1235  HISTORY     - Date     Condition        Report By
 AT1235  HISTORY     - 1934     MONUMENTED       CGS
 AT1235
 AT1235                          STATION DESCRIPTION
 AT1235
 AT1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1235'AT THE NORTHERN
 AT1235'END OF BARATERIA
 AT1235'BAY IN THE VILLAGE OF MANILA.  THE STATION IS
 AT1235'THE CENTER OF A BUFF-COLORED
 AT1235'CHIMNEY PROJECTING ABOUT 4 FEET
 AT1235'ABOVE THE ROOF OF AN OPEN FRAME SHED AT THE END
 AT1235'OF THE TWO DOCKS
 AT1235'OF THE FISHERS SHRIMP PLATFORM.
 AT1235'
 AT1235'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 AT1235'THE TOP OF TILES.
 AT1235'
 AT1235'REFERENCE MARK NO. 1 IS 132.241 METERS (433.86 FEET) FROM THE
 AT1235'STATION N 24 DEG 49 MIN E.
 AT1235'
 AT1235'REFERENCE MARK NO. 2 IS 119.286 METERS (391.36 FEET) FROM THE
 AT1235'N 29 DEG 51 MIN E.
 AT1235'
 AT1235'REFERENCE MARK NO. 3 IS 127.442 METERS (418.12 FEET) FROM THE
 AT1235'STATION N 76 DEG 08 MIN E.
 AT1235'THE DISTANCE BETWEEN REFERENCE
 AT1235'MARKS NOS. 1 AND 2 IS 74.694 METERS
 AT1235'(245.06 FEET) AND THE DISTANCE
 AT1235'BETWEEN NOS. 2 AND 3 IS 78.809 METERS (258.56 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3160 ***********************************************************************
 CQ3160  DESIGNATION -  MANSFIELD MUN NE TANK
 CQ3160  PID         -  CQ3160
 CQ3160  STATE/COUNTY-  LA/DE SOTO
 CQ3160  USGS QUAD   -  MANSFIELD (1994)
 CQ3160
 CQ3160                         *CURRENT SURVEY CONTROL
 CQ3160  ___________________________________________________________________
 CQ3160* NAD 83(1992)-  32 02 23.86343(N)    093 41 17.98377(W)     ADJUSTED  
 CQ3160* NAVD 88     -                                                        
 CQ3160  ___________________________________________________________________
 CQ3160  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CQ3160  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ3160
 CQ3160  HORZ ORDER  -  THIRD
 CQ3160
 CQ3160.The horizontal coordinates were established by classical geodetic methods
 CQ3160.and adjusted by the National Geodetic Survey in January 1993..
 CQ3160
 CQ3160
 CQ3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3160
 CQ3160.The geoid height was determined by GEOID03.
 CQ3160
 CQ3160;                    North         East     Units Scale Factor Converg.
 CQ3160;SPC LA N     -   171,358.655   887,771.370   MT  0.99991701   -0 37 41.8
 CQ3160;SPC LA N     -   562,199.19  2,912,629.90   sFT  0.99991701   -0 37 41.8
 CQ3160;UTM  15      - 3,545,072.305   435,011.190   MT  0.99965209   -0 21 54.6
 CQ3160
 CQ3160                          SUPERSEDED SURVEY CONTROL
 CQ3160
 CQ3160  NAD 83(1986)-  32 02 23.87308(N)    093 41 17.97955(W) AD(       ) 4
 CQ3160  NAD 27      -  32 02 23.28653(N)    093 41 17.32695(W) AD(       ) 3
 CQ3160
 CQ3160.Superseded values are not recommended for survey control.
 CQ3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3160.See file dsdata.txt to determine how the superseded data were derived.
 CQ3160
 CQ3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3501145072(NAD 83)
 CQ3160_MARKER: 53 = ELEVATED TANK
 CQ3160
 CQ3160  HISTORY     - Date     Condition        Report By
 CQ3160  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3160  HISTORY     - 19961116 GOOD             USPSQD
 CQ3160
 CQ3160                          STATION DESCRIPTION
 CQ3160
 CQ3160'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3160'THE STATION IS THE TOP-CENTER OF THE TANK.
 CQ3160'
 CQ3160'THE TANK IS A SIX-LEGGED STEEL STRUCTURE, PAINTED ALUMINUM
 CQ3160'IN COLOR WITH AN OVERALL HEIGHT OF 120 FEET.  IT IS LOCATED
 CQ3160'IN THE NORTHEAST SECTION OF MANSFIELD, 1/2 BLOC NORTH OF
 CQ3160'U.S. HIGHWAY 84 AND 1/2 BLOCK WEST OF HERNDON STREET.
 CQ3160'
 CQ3160'TO REACH FROM THE POST OFFICE IN MANSFIELD GO SOUTH ON
 CQ3160'JEFFERSON ST. FOR 1 BLOCK TO INTERSECTION OF U.S. HIGHWAY
 CQ3160'84.  TURN LEFT AND GO EASTERLY ON POLK STREET AND U.S. HIGHWAY
 CQ3160'84 FOR 1.3 MILES TO HERNDON STREET ON THE LEFT.  TURN LEFT AND
 CQ3160'GO NORTH ON HERNDON STREET FOR 1 BLOCK.  TURN LEFT, WEST, FOR
 CQ3160'1/2 BLOCK TO THE TANK ON THE LEFT.
 CQ3160
 CQ3160                          STATION RECOVERY (1996)
 CQ3160
 CQ3160'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3164 ***********************************************************************
 CQ3164  DESIGNATION -  MANSFIELD RAD STA KDXI MAST
 CQ3164  PID         -  CQ3164
 CQ3164  STATE/COUNTY-  LA/DE SOTO
 CQ3164  USGS QUAD   -  MANSFIELD (1994)
 CQ3164
 CQ3164                         *CURRENT SURVEY CONTROL
 CQ3164  ___________________________________________________________________
 CQ3164* NAD 83(1992)-  32 01 18.36805(N)    093 44 18.85538(W)     ADJUSTED  
 CQ3164* NAVD 88     -                                                        
 CQ3164  ___________________________________________________________________
 CQ3164  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CQ3164  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3164
 CQ3164  HORZ ORDER  -  THIRD
 CQ3164
 CQ3164.The horizontal coordinates were established by classical geodetic methods
 CQ3164.and adjusted by the National Geodetic Survey in January 1993..
 CQ3164
 CQ3164
 CQ3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3164
 CQ3164.The geoid height was determined by GEOID03.
 CQ3164
 CQ3164;                    North         East     Units Scale Factor Converg.
 CQ3164;SPC LA N     -   169,394.694   883,003.532   MT  0.99991638   -0 39 17.4
 CQ3164;SPC LA N     -   555,755.76  2,896,987.42   sFT  0.99991638   -0 39 17.4
 CQ3164;UTM  15      - 3,543,086.985   430,253.663   MT  0.99965999   -0 23 29.9
 CQ3164
 CQ3164                          SUPERSEDED SURVEY CONTROL
 CQ3164
 CQ3164  NAD 83(1986)-  32 01 18.37680(N)    093 44 18.85110(W) AD(       ) 4
 CQ3164  NAD 27      -  32 01 17.78781(N)    093 44 18.19060(W) AD(       ) 3
 CQ3164
 CQ3164.Superseded values are not recommended for survey control.
 CQ3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3164.See file dsdata.txt to determine how the superseded data were derived.
 CQ3164
 CQ3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3025443087(NAD 83)
 CQ3164_MARKER: 42 = RADIO/TV MAST
 CQ3164
 CQ3164  HISTORY     - Date     Condition        Report By
 CQ3164  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3164  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 CQ3164
 CQ3164                          STATION DESCRIPTION
 CQ3164
 CQ3164'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3164'THE POINT INTERSECTED IS THE RED LIGHT WHICH IS AT THE TOP
 CQ3164'CENTER OF THE MAST.  STATION IS ABOUT 150 FEET IN HEIGHT AND
 CQ3164'IS PAINTED ALTERNATE RED AND WHITE.
 CQ3164'
 CQ3164'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84
 CQ3164'AND 171 AT THE WEST EDGE OF MANSFIELD, GO WEST ON U.S. HIGHWAY
 CQ3164'84 FOR 1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 CQ3164'NORTHWEST ON A SURFACED ROAD FOR 0.4 MILE TO A DRIVEWAY ON THE
 CQ3164'LEFT, TURN LEFT AND FOLLOW THE DRIVEWAY SOUTH TO THE END OF THE
 CQ3164'DRIVE AND THE MAST.
 CQ3164
 CQ3164                          STATION RECOVERY (1997)
 CQ3164
 CQ3164'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3158 ***********************************************************************
 CQ3158  DESIGNATION -  MANSFIELD WATER TANK
 CQ3158  PID         -  CQ3158
 CQ3158  STATE/COUNTY-  LA/DE SOTO
 CQ3158  USGS QUAD   -  MANSFIELD (1994)
 CQ3158
 CQ3158                         *CURRENT SURVEY CONTROL
 CQ3158  ___________________________________________________________________
 CQ3158* NAD 83(1992)-  32 01 19.50303(N)    093 43 02.11094(W)     ADJUSTED  
 CQ3158* NAVD 88     -                                                        
 CQ3158  ___________________________________________________________________
 CQ3158  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CQ3158  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ3158
 CQ3158  HORZ ORDER  -  THIRD
 CQ3158
 CQ3158.The horizontal coordinates were established by classical geodetic methods
 CQ3158.and adjusted by the National Geodetic Survey in January 1993..
 CQ3158
 CQ3158
 CQ3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3158
 CQ3158.The geoid height was determined by GEOID03.
 CQ3158
 CQ3158;                    North         East     Units Scale Factor Converg.
 CQ3158;SPC LA N     -   169,406.832   885,017.546   MT  0.99991639   -0 38 36.8
 CQ3158;SPC LA N     -   555,795.58  2,903,595.07   sFT  0.99991639   -0 38 36.8
 CQ3158;UTM  15      - 3,543,108.369   432,267.080   MT  0.99965658   -0 22 49.2
 CQ3158
 CQ3158                          SUPERSEDED SURVEY CONTROL
 CQ3158
 CQ3158  NAD 83(1986)-  32 01 19.51160(N)    093 43 02.10828(W) AD(       ) 4
 CQ3158  NAD 27      -  32 01 18.92324(N)    093 43 01.44957(W) AD(       ) 3
 CQ3158
 CQ3158.Superseded values are not recommended for survey control.
 CQ3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3158.See file dsdata.txt to determine how the superseded data were derived.
 CQ3158
 CQ3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3226743108(NAD 83)
 CQ3158_MARKER: 51 = TANK
 CQ3158
 CQ3158  HISTORY     - Date     Condition        Report By
 CQ3158  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3158  HISTORY     - 1969     GOOD             CGS
 CQ3158  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ3158
 CQ3158                          STATION DESCRIPTION
 CQ3158
 CQ3158'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3158'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CQ3158
 CQ3158                          STATION RECOVERY (1996)
 CQ3158
 CQ3158'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2579 ***********************************************************************
 BX2579  DESIGNATION -  MANSURA LA ICE AND ELEC CO TK
 BX2579  PID         -  BX2579
 BX2579  STATE/COUNTY-  LA/AVOYELLES
 BX2579  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2579
 BX2579                         *CURRENT SURVEY CONTROL
 BX2579  ___________________________________________________________________
 BX2579* NAD 83(1992)-  31 03 25.41399(N)    092 03 03.58702(W)     ADJUSTED  
 BX2579* NAVD 88     -                                                        
 BX2579  ___________________________________________________________________
 BX2579  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BX2579  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BX2579
 BX2579  HORZ ORDER  -  THIRD
 BX2579
 BX2579.The horizontal coordinates were established by classical geodetic methods
 BX2579.and adjusted by the National Geodetic Survey in January 1993..
 BX2579
 BX2579
 BX2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2579
 BX2579.The geoid height was determined by GEOID03.
 BX2579
 BX2579;                    North         East     Units Scale Factor Converg.
 BX2579;SPC LA N     -    61,854.624 1,042,857.224   MT  1.00002666   +0 14 14.6
 BX2579;SPC LA N     -   202,934.71  3,421,440.74   sFT  1.00002666   +0 14 14.6
 BX2579;UTM  15      - 3,436,312.451   590,545.597   MT  0.99970113   +0 29 22.6
 BX2579
 BX2579                          SUPERSEDED SURVEY CONTROL
 BX2579
 BX2579  NAD 83(1986)-  31 03 25.43352(N)    092 03 03.58217(W) AD(       ) 4
 BX2579  NAD 27      -  31 03 24.75462(N)    092 03 03.13812(W) AD(       ) 3
 BX2579
 BX2579.Superseded values are not recommended for survey control.
 BX2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2579.See file dsdata.txt to determine how the superseded data were derived.
 BX2579
 BX2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9054636312(NAD 83)
 BX2579_MARKER: 53 = ELEVATED TANK
 BX2579
 BX2579  HISTORY     - Date     Condition        Report By
 BX2579  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2579  HISTORY     - 1959     GOOD             CGS
 BX2579  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BX2579
 BX2579                          STATION DESCRIPTION
 BX2579
 BX2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2579'STATION IS IN THE SW PART OF THE TOWN OF MANSURA ABOUT 1/2
 BX2579'BLOCK N OF THE LOUISIANA RAILWAY AND NAVIGATION COMPANY
 BX2579'DEPOT.  IT IS A STEEL TANK, WITH CONICAL ROOF, SUPPORTED
 BX2579'BY A FOUR-LEGGED STEEL TRUSSWORK TOWER.  THE ENTIRE STRUCTURE
 BX2579'IS PAINTED ALUMINUM AND IS 100 FEET HIGH AND HAS A STEEL BALL
 BX2579'AT THE APEX OF THE ROOF.
 BX2579
 BX2579                          STATION RECOVERY (1959)
 BX2579
 BX2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2579'THE STATION WAS VISITED 10-22-59 AND WAS FOUND IN GOOD CONDITION.
 BX2579'THE NAME OF THE TANK HAS BEEN CHANGED TO CENTRAL LOUISIANA
 BX2579'ELECTRIC CO. WATER TANK.  IT IS LOCATED IN WEST CENTRAL PORTION
 BX2579'OF MANSURA, 1/2 BLOCK NORTH OF THE LOUISIANA AND ARKANSAS
 BX2579'RAILROAD STATION, IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 BX2579'OF CLECO AND ST. PHILLIPS STREETS, 81 FEET WEST OF THE
 BX2579'CENTERLINE OF CLECO STREET AND 100 FEET SOUTH OF THE CENTERLINE
 BX2579'OF ST. PHILLIPS STREET.  IT IS A FOUR LEGGED STEEL
 BX2579'STRUCTURE SUPPORTING A TANK ON IS TOP IS IS 125 FEET
 BX2579'HIGH AND HAS A CAPACITY OF 50,000 GALLONS.
 BX2579
 BX2579                          STATION RECOVERY (2004)
 BX2579
 BX2579'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX2579'THE OLD PLANT IS STILL IN PLACE AS DESCRIBED, BUT NO REMAINS OF THE
 BX2579'ELEVATED TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0784 ***********************************************************************
 BX0784  DESIGNATION -  MANSURA RM 1
 BX0784  PID         -  BX0784
 BX0784  STATE/COUNTY-  LA/AVOYELLES
 BX0784  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0784
 BX0784                         *CURRENT SURVEY CONTROL
 BX0784  ___________________________________________________________________
 BX0784* NAD 83(1986)-  31 03 27.     (N)    092 03 34.     (W)     SCALED    
 BX0784* NAVD 88     -        21.808  (meters)      71.55   (feet)  ADJUSTED  
 BX0784  ___________________________________________________________________
 BX0784  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BX0784  DYNAMIC HT  -          21.780 (meters)      71.46  (feet)  COMP
 BX0784  MODELED GRAV-     979,387.7   (mgal)                       NAVD 88
 BX0784
 BX0784  VERT ORDER  -  FIRST     CLASS I
 BX0784
 BX0784.The horizontal coordinates were scaled from a topographic map and have
 BX0784.an estimated accuracy of +/- 6 seconds.
 BX0784
 BX0784.The orthometric height was determined by differential leveling
 BX0784.and adjusted by the National Geodetic Survey in February 1994..
 BX0784
 BX0784.The geoid height was determined by GEOID03.
 BX0784
 BX0784.The dynamic height is computed by dividing the NAVD 88
 BX0784.geopotential number by the normal gravity value computed on the
 BX0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0784.degrees latitude (g = 980.6199 gals.).
 BX0784
 BX0784.The modeled gravity was interpolated from observed gravity values.
 BX0784
 BX0784;                    North         East    Units  Estimated Accuracy
 BX0784;SPC LA N     -    61,900.    1,042,050.      MT  (+/- 180 meters Scaled)
 BX0784
 BX0784                          SUPERSEDED SURVEY CONTROL
 BX0784
 BX0784  NAVD 88 (06/15/91)   21.826  (m)           71.61   (f) UNKNOWN     1 1
 BX0784  NGVD 29 (??/??/??)   21.788  (m)           71.48   (f) ADJUSTED    1 1
 BX0784
 BX0784.Superseded values are not recommended for survey control.
 BX0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0784.See file dsdata.txt to determine how the superseded data were derived.
 BX0784
 BX0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ897363(NAD 83)
 BX0784_MARKER: DR = REFERENCE MARK DISK
 BX0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0784_STAMPING: MANSURA RM 1 1919 1920
 BX0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0784+STABILITY: SURFACE MOTION
 BX0784
 BX0784  HISTORY     - Date     Condition        Report By
 BX0784  HISTORY     - 1920     MONUMENTED       CGS
 BX0784  HISTORY     - 1966     GOOD             CGS
 BX0784  HISTORY     - 1977     GOOD             NGS
 BX0784  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BX0784
 BX0784                          STATION DESCRIPTION
 BX0784
 BX0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0784'0.8 MI W FROM MANSURA.
 BX0784'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAYS 1, 114, AND 1186 FROM
 BX0784'THE POST OFFICE AT MANSURA, THENCE 0.65 MILE WEST ALONG THE KANSAS
 BX0784'CITY AND SOUTHERN RAILROAD, ABOUT ON THE LINE BETWEEN SECTIONS 53 AND
 BX0784'54, T 1 N, R 4 E, ABOUT 0.5 MILE WEST OF THE RAILROAD STATION, 47 FEET
 BX0784'NORTH OF THE NORTH RAIL, 50.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BX0784'OF A SMALL HOUSE, 54.4 FEET NORTHWEST OF MANSURA=H 14 TRIANGULATION
 BX0784'STATION, 7 FEET EAST OF A LONE CEDAR TREE IN A FENCE LINE, 1 FOOT
 BX0784'SOUTH OF A FENCE, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 BX0784'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BX0784
 BX0784                          STATION RECOVERY (1977)
 BX0784
 BX0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0784'0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE POST OFFICE
 BX0784'AT MANSURA, THENCE 0.65 MILE WEST ALONG THE KANSAS CITY AND
 BX0784'SOUTHERN RAILROAD, ABOUT 0.5 MILE WEST OF THE RAILROAD STATION,
 BX0784'47 FEET NORTH OF THE NORTH RAIL, 50 FEET SOUTHEAST OF THE SOUTHEAST
 BX0784'CORNER OF A SMALL HOUSE, 7 FEET EAST OF A CEDAR TREE IN FENCE
 BX0784'LINE, 1 FOOT SOUTH OF A FENCE.
 BX0784
 BX0784                          STATION RECOVERY (2004)
 BX0784
 BX0784'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2580 ***********************************************************************
 BX2580  DESIGNATION -  MANSURA SCHOOL BELFRY
 BX2580  PID         -  BX2580
 BX2580  STATE/COUNTY-  LA/AVOYELLES
 BX2580  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2580
 BX2580                         *CURRENT SURVEY CONTROL
 BX2580  ___________________________________________________________________
 BX2580* NAD 83(1992)-  31 03 38.99767(N)    092 03 02.56262(W)     ADJUSTED  
 BX2580* NAVD 88     -                                                        
 BX2580  ___________________________________________________________________
 BX2580  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BX2580  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX2580
 BX2580  HORZ ORDER  -  THIRD
 BX2580
 BX2580.The horizontal coordinates were established by classical geodetic methods
 BX2580.and adjusted by the National Geodetic Survey in January 1993..
 BX2580
 BX2580
 BX2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2580
 BX2580.The geoid height was determined by GEOID03.
 BX2580
 BX2580;                    North         East     Units Scale Factor Converg.
 BX2580;SPC LA N     -    62,273.085 1,042,882.650   MT  1.00002568   +0 14 15.1
 BX2580;SPC LA N     -   204,307.61  3,421,524.16   sFT  1.00002568   +0 14 15.1
 BX2580;UTM  15      - 3,436,730.885   590,569.173   MT  0.99970118   +0 29 23.3
 BX2580
 BX2580                          SUPERSEDED SURVEY CONTROL
 BX2580
 BX2580  NAD 83(1986)-  31 03 39.01712(N)    092 03 02.55605(W) AD(       ) 4
 BX2580  NAD 27      -  31 03 38.33915(N)    092 03 02.11313(W) AD(       ) 3
 BX2580
 BX2580.Superseded values are not recommended for survey control.
 BX2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2580.See file dsdata.txt to determine how the superseded data were derived.
 BX2580
 BX2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9056936731(NAD 83)
 BX2580_MARKER: 75 = BELFRY
 BX2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2580+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX2580
 BX2580  HISTORY     - Date     Condition        Report By
 BX2580  HISTORY     - 1919     FIRST OBSERVED   CGS
 BX2580  HISTORY     - 1959     GOOD             CGS
 BX2580  HISTORY     - 20040204 GOOD             USPSQD
 BX2580
 BX2580                          STATION DESCRIPTION
 BX2580
 BX2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2580'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BX2580'VISITED 10-22-59 AND WAS FOUND IN GOOD CONDITION.  IT IS
 BX2580'LOCATED IN THE NORTHWEST SECTION OF MANSURA, IN THE NORTHEAST
 BX2580'ANGLE OF SAINT JEAN STREET AND PORTERIE STREET.  IT IS A
 BX2580'BELFRY IN THE CENTER OF A RED BRICK SCHOOL BUILDING, THE
 BX2580'CUP0LA IS BROWN IN COLOR SETTING ON THE TOP OF A WHITE BELFRY.
 BX2580'THE BELFRY IS EAST OF THE WEST ENTRANCE TO THE BUILDING.
 BX2580'IT IS ABOUT 60 FEET HIGH.
 BX2580
 BX2580                          STATION RECOVERY (2004)
 BX2580
 BX2580'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX2580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0723 ***********************************************************************
 BX0723  DESIGNATION -  MANSURA=H 14
 BX0723  PID         -  BX0723
 BX0723  STATE/COUNTY-  LA/AVOYELLES
 BX0723  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0723
 BX0723                         *CURRENT SURVEY CONTROL
 BX0723  ___________________________________________________________________
 BX0723* NAD 83(1992)-  31 03 27.75438(N)    092 03 33.93670(W)     ADJUSTED  
 BX0723* NAVD 88     -        22.05   (+/-2cm)      72.3    (feet)  VERTCON   
 BX0723  ___________________________________________________________________
 BX0723  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BX0723  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BX0723
 BX0723  HORZ ORDER  -  FIRST
 BX0723  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0723
 BX0723.The horizontal coordinates were established by classical geodetic methods
 BX0723.and adjusted by the National Geodetic Survey in January 1993..
 BX0723
 BX0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0723.The vertical order pertains to the NGVD 29 superseded value.
 BX0723
 BX0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0723
 BX0723.The geoid height was determined by GEOID03.
 BX0723
 BX0723;                    North         East     Units Scale Factor Converg.
 BX0723;SPC LA N     -    61,923.400 1,042,052.250   MT  1.00002649   +0 13 58.6
 BX0723;SPC LA N     -   203,160.35  3,418,799.76   sFT  1.00002649   +0 13 58.6
 BX0723;UTM  15      - 3,436,377.662   589,740.592   MT  0.99969934   +0 29 07.0
 BX0723
 BX0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0723!SPC LA N     -   1.00000079  x   1.00002649  =   1.00002728
 BX0723!UTM  15      -   1.00000079  x   0.99969934  =   0.99970013
 BX0723
 BX0723|---------------------------------------------------------------------|
 BX0723| PID    Reference Object                     Distance      Geod. Az  |
 BX0723|                                                           dddmmss.s |
 BX0723| CY4965 MANSURA RM                                         01621     |
 BX0723| BX2580 MANSURA SCHOOL BELFRY               APPROX. 0.9 KM 0672348.5 |
 BX0723| BX0724 AMOND=G 14                          APPROX. 1.7 KM 2715403.5 |
 BX0723|---------------------------------------------------------------------|
 BX0723
 BX0723                          SUPERSEDED SURVEY CONTROL
 BX0723
 BX0723  NAD 83(1986)-  31 03 27.77347(N)    092 03 33.93156(W) AD(       ) 1
 BX0723  NAD 27      -  31 03 27.09484(N)    092 03 33.48813(W) AD(       ) 1
 BX0723  NGVD 29 (??/??/??)   22.024  (m)           72.26   (f) ADJUSTED    1 2
 BX0723
 BX0723.Superseded values are not recommended for survey control.
 BX0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0723.See file dsdata.txt to determine how the superseded data were derived.
 BX0723
 BX0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8974136378(NAD 83)
 BX0723_MARKER: DS = TRIANGULATION STATION DISK
 BX0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0723_STAMPING: MANSURA H 14 1919 72.270
 BX0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0723+STABILITY: SURFACE MOTION
 BX0723
 BX0723  HISTORY     - Date     Condition        Report By
 BX0723  HISTORY     - 1919     MONUMENTED       CGS
 BX0723  HISTORY     - 1935     GOOD             CGS
 BX0723  HISTORY     - 1966     GOOD             CGS
 BX0723  HISTORY     - 1966     GOOD             CGS
 BX0723  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0723
 BX0723                          STATION DESCRIPTION
 BX0723
 BX0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX0723'ABOUT 1/2 MILE W OF RAILWAY STATION MANSURA, 4.2 METERS
 BX0723'(14 FEET) N OF CENTER LINE OF LOUISIANA RAILWAY AND NAVIGATION
 BX0723'COMPANY TRACK, AT POINT OF INTERSECTION OF N RAIL TANGENT FROM
 BX0723'W AND S RAIL TANGENT FROM E.
 BX0723'
 BX0723'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX0723'DISKS SET IN CONCRETE.
 BX0723'
 BX0723'REFERENCE MARK IS 10.741 METERS (35.24 FEET) FROM STATION,
 BX0723'N 16 DEG 21 MIN E.
 BX0723
 BX0723                          STATION RECOVERY (1935)
 BX0723
 BX0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX0723'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, 3 FEET BELOW
 BX0723'GROUND SURFACE.
 BX0723'
 BX0723'REFERENCE MARK DESTROYED.
 BX0723'
 BX0723'STATION IS ABOUT 1/2 MILE W OF MANSURA RAILROAD STATION 4.2
 BX0723'METERS (14 FEET) N OF CENTER LINE OF LOUISIANA AND ARKANSAS
 BX0723'RAILROAD TRACK, 10.1 FEET N OF N RAIL, 20.7 FEET SE OF THE
 BX0723'12TH TELEGRAPH POLE E OF MILEPOST NO. 152, 296 FEET E OF
 BX0723'E END OF RAILROAD TRESTLE NO. C-152.36, AT POINT OF INTERSECTION
 BX0723'OF N RAIL TANGENT FROM THE W AND THE S RAIL TANGENT FROM
 BX0723'THE E.  STATION MARK IS STAMPED MANSURA 1919-1920.
 BX0723'
 BX0723'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET
 BX0723'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, ON N FENCE LINE OF
 BX0723'RAILROAD PROPERTY, 46 FEET N OF N RAIL, 41.3 FEET NW OF THE 12TH
 BX0723'TELEGRAPH POLE E OF MILEPOST NO. 152 AND 16.63 METERS (54.55
 BX0723'FEET) FROM STATION N 43 DEG 56 MIN 49 DEG W.
 BX0723'
 BX0723'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX0723'A 14-BY 14-BY 30-INCH CONCRETE PIER, ON N FENCE LINE OF
 BX0723'RAILROAD PROPERTY, 46.7 FEET N OF N RAIL, 38.4 FEET NE OF THE
 BX0723'12TH TELEGRAPH POLE E OF MILEPOST NO. 152, 14.92 METERS (48.96
 BX0723'FEET) FROM STATION S 132 DEG 58 MIN 14 SEC E. DISTANCE
 BX0723'TO REFERENCE MARK NO. 1 IS 22.71 METERS (74.53 FEET),
 BX0723'N 84 DEG 57 MIN 45 SEC W.
 BX0723
 BX0723                          STATION RECOVERY (1966)
 BX0723
 BX0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 BX0723'THE STATION MARK, A C AND GS TRIANGULATION STATION DISK
 BX0723'STAMPED MANSURA H 14 1919 72.270, IS ABOUT 0.15 MILE SOUTHEAST
 BX0723'ALONG STATE HIGHWAYS 1, 114, AND 1186 FROM THE POST OFFICE
 BX0723'AT MANSURA, THENCE 0.65 MILE WEST ALONG THE KANSAS CITY AND
 BX0723'SOUTHERN RAILROAD, ABOUT ON THE LINE BETWEEN SECTIONS 53 AND
 BX0723'54, T 1 N, R 4 E, ABOUT 0.5 MILE WEST OF THE RAILROAD STATION,
 BX0723'10-1/2 FEET NORTH OF THE NORTH RAIL, 54.4 FEET SOUTHEAST OF
 BX0723'R.M. 1, 49.0 FEET SOUTHWEST OF R.M. 2, 17 FEET SOUTH OF A
 BX0723'TELEPHONE POLE, 2.2 FEET EAST OF A METAL WITNESS POST, ABOUT
 BX0723'4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 BX0723'A CONCRETE POST ABOUT 3 FEET BELOW THE GROUND.
 BX0723'
 BX0723'R.M. 1, A C AND GS REFERENCE MARK DISK STAMPED MANSURA R.M. 1
 BX0723'1919 1920, IS 54.4 FEET NORTHWEST OF THE STATION MARK, 47
 BX0723'FEET NORTH OF THE NORTH RAIL, 50.1 FEET SOUTHWEST OF THE
 BX0723'SOUTHWEST CORNER OF A SMALL HOUSE, 7 FEET EAST OF A LONE
 BX0723'CEDAR TREE IN A FENCE LINE, 1 FOOT SOUTH OF A FENCE, ABOUT 6
 BX0723'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 BX0723'CONCRETE POST PROJECTING 4 INCHES.
 BX0723'
 BX0723'R.M. 2, A C AND GS REFERENCE MARK DISK STAMPED MANSURA R.M.
 BX0723'2 1919 1920, IS 49.0 FEET NORTHEAST OF THE STATION MARK, 50
 BX0723'FEET NORTH OF THE NORTH RAIL, 37 FEET NORTHEAST OF A TELEPHONE
 BX0723'POLE, 34-1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH
 BX0723'ON THE SOUTH SIDE OF A SMALL HOUSE, ABOUT 6-1/2 FEET BELOW
 BX0723'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BX0723'PROJECTING 3 INCHES.
 BX0723
 BX0723                          STATION RECOVERY (1966)
 BX0723
 BX0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0723'0.8 MI W FROM MANSURA.
 BX0723'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAYS 1, 114, AND 1186 FROM
 BX0723'THE POST OFFICE AT MANSURA, THENCE 0.65 MILE WEST ALONG THE KANSAS
 BX0723'CITY AND SOUTHERN RAILROAD, ABOUT ON THE LINE BETWEEN SECTIONS 53 AND
 BX0723'54, T 1 N, R 4 E, ABOUT 0.5 MILE WEST OF THE RAILROAD STATION, 10 1/2
 BX0723'FEET NORTH OF THE NORTH RAIL, 54.4 FEET SOUTHEAST OF MANSURA R.M. 1,
 BX0723'49.0 FEET SOUTHWEST OF MANSURA R.M. 2, 17 FEET SOUTH OF A TELEPHONE
 BX0723'POLE, 2.2 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 BX0723'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 FEET
 BX0723'BELOW THE GROUND.
 BX0723
 BX0723                          STATION RECOVERY (1977)
 BX0723
 BX0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0723'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2854 ***********************************************************************
 BX2854  DESIGNATION -  MANY
 BX2854  PID         -  BX2854
 BX2854  STATE/COUNTY-  LA/SABINE
 BX2854  USGS QUAD   -  MANY (1994)
 BX2854
 BX2854                         *CURRENT SURVEY CONTROL
 BX2854  ___________________________________________________________________
 BX2854* NAD 83(1992)-  31 34 01.82748(N)    093 29 01.87187(W)     ADJUSTED  
 BX2854* NAVD 88     -       101.6    (meters)     333.     (feet)  VERTCON   
 BX2854  ___________________________________________________________________
 BX2854  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 BX2854  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX2854
 BX2854  HORZ ORDER  -  SECOND
 BX2854
 BX2854.The horizontal coordinates were established by classical geodetic methods
 BX2854.and adjusted by the National Geodetic Survey in January 1993..
 BX2854
 BX2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2854
 BX2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2854
 BX2854.The geoid height was determined by GEOID03.
 BX2854
 BX2854;                    North         East     Units Scale Factor Converg.
 BX2854;SPC LA N     -   118,747.192   906,606.051   MT  0.99993334   -0 31 12.6
 BX2854;SPC LA N     -   389,589.75  2,974,423.35   sFT  0.99993334   -0 31 12.6
 BX2854;UTM  15      - 3,492,563.360   454,083.835   MT  0.99962600   -0 15 11.9
 BX2854
 BX2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2854!SPC LA N     -   0.99998820  x   0.99993334  =   0.99992154
 BX2854!UTM  15      -   0.99998820  x   0.99962600  =   0.99961420
 BX2854
 BX2854|---------------------------------------------------------------------|
 BX2854| PID    Reference Object                     Distance      Geod. Az  |
 BX2854|                                                           dddmmss.s |
 BX2854| BX2853 MANY 1971 A PT                        8.458 METERS 07824     |
 BX2854| BX2852 MANY MUN TANK                       399.418 METERS 07849     |
 BX2854| CV7931 MANY RM 1                             7.192 METERS 10736     |
 BX2854| BX2848 FISHER                              APPROX. 6.8 KM 1214642.9 |
 BX2854| CV7930 MANY AZ MK                                         2600140.3 |
 BX2854| BX2855 MANY RAD STA KWLA MAST              APPROX. 1.5 KM 3072500.4 |
 BX2854| CV7932 MANY RM 2                             8.776 METERS 34657     |
 BX2854|---------------------------------------------------------------------|
 BX2854
 BX2854                          SUPERSEDED SURVEY CONTROL
 BX2854
 BX2854  NAD 83(1986)-  31 34 01.83949(N)    093 29 01.86680(W) AD(       ) 2
 BX2854  NAD 27      -  31 34 01.21301(N)    093 29 01.23800(W) AD(       ) 2
 BX2854  NGVD 29 (07/19/86)  101.7    (m)          334.     (f) VERT ANG       
 BX2854
 BX2854.Superseded values are not recommended for survey control.
 BX2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2854.See file dsdata.txt to determine how the superseded data were derived.
 BX2854
 BX2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5408492563(NAD 83)
 BX2854_MARKER: DS = TRIANGULATION STATION DISK
 BX2854_SETTING: 0 = UNSPECIFIED SETTING
 BX2854
 BX2854  HISTORY     - Date     Condition        Report By
 BX2854  HISTORY     - 1971     MONUMENTED       NGS
 BX2854  HISTORY     - 20010922 GOOD             USPSQD
 BX2854
 BX2854                          STATION DESCRIPTION
 BX2854
 BX2854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2854'THE STATION IS LOCATED ON THE ROOF OF THE SABINE PARISH COURT HOUSE
 BX2854'AT THE CORNER OF COURTHOUSE STREET AND MAIN STREET IN MANY.  MR.
 BX2854'W. T. BOYD, PRESIDENT OF THE POLICE JURY GRANTED THE PERMISSION FOR
 BX2854'THE STATION.
 BX2854'
 BX2854'TO REACH THE TOP OF THE ROOF OF THE COURT HOUSE, TAKE THE ELEVATOR TO
 BX2854'THE LOWER ROOF, THEN CLIMB LADDER THAT IS ATTACHED TO THE EAST SIDE
 BX2854'TO THE TOP ROOF.
 BX2854'
 BX2854'THE STATION MARK IS A STANDARD DISK STAMPED MANY 1971, CEMENTED IN A
 BX2854'DRILL HOLE IN THE ROOF WITH A 6-INCH COPPER TUBE SET OVER IT WITH A
 BX2854'CAP ON IT.  IT IS 10.2 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 BX2854'THE RAIL, 7.3 FEET NORTH OF THE SOUTH EDGE OF THE RAIL AND 7.1 FEET
 BX2854'EAST OF THE WEST EDGE OF THE RAIL.
 BX2854'
 BX2854'REFERENCE MARK 1 IS A CHISELED CROSS ON THE TOP CENTER OF THE SOUTH
 BX2854'CONCRETE RAIL THAT PROJECTS ABOUT 2 FEET.  IT IS 29.6 FEET EAST OF
 BX2854'THE SOUTHWEST CORNER OF THE RAIL AND 9.7 FEET WEST OF THE SOUTHEAST
 BX2854'CORNER OF THE RAIL.
 BX2854'
 BX2854'REFERENCE MARK 2 IS A CHISELED CROSS ON THE TOP CENTER OF THE WEST
 BX2854'CONCRETE RAIL THAT PROJECTS ABOUT 2 FEET.  IT IS 62 FEET SOUTH OF
 BX2854'THE NORTHWEST CORNER OF THE RAIL AND 35.2 FEET NORTH OF THE
 BX2854'SOUTHWEST CORNER OF THE RAIL.
 BX2854'
 BX2854'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MANY 1971, CEMENTED IN A
 BX2854'DRILL HOLE IN A CONCRETE FOUNDATION FOR A METAL LIGHT POLE IN THE
 BX2854'WRIGHTS SHOPPING CENTER PARKING LOT.  IT IS 132 FEET
 BX2854'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SABINE STATE BANK
 BX2854'(BRANCH), 106 FEET EAST OF THE CENTER OF ELIZABETH STREET AND 6
 BX2854'INCHES NORTHWEST OF THE LIGHT POLE BASE.
 BX2854'
 BX2854'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON COURTHOUSE
 BX2854'STREET FOR 0.15 MILE TO THE WRIGHTS SHOPPING CENTER AND THE AZIMUTH
 BX2854'MARK ON THE LEFT AS DESCRIBED.
 BX2854'
 BX2854'NOTE--REFERENCE MARKS MEASURED USING 5 KG. TAPE TENSION.
 BX2854'
 BX2854'NEAREST TOWN--MANY.
 BX2854'
 BX2854'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 BX2854
 BX2854                          STATION RECOVERY (2001)
 BX2854
 BX2854'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2852 ***********************************************************************
 BX2852  DESIGNATION -  MANY MUN TANK
 BX2852  PID         -  BX2852
 BX2852  STATE/COUNTY-  LA/SABINE
 BX2852  USGS QUAD   -  MANY (1994)
 BX2852
 BX2852                         *CURRENT SURVEY CONTROL
 BX2852  ___________________________________________________________________
 BX2852* NAD 83(1992)-  31 34 04.34389(N)    093 28 47.01339(W)     ADJUSTED  
 BX2852* NAVD 88     -                                                        
 BX2852  ___________________________________________________________________
 BX2852  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 BX2852  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX2852
 BX2852  HORZ ORDER  -  THIRD
 BX2852
 BX2852.The horizontal coordinates were established by classical geodetic methods
 BX2852.and adjusted by the National Geodetic Survey in January 1993..
 BX2852
 BX2852
 BX2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2852
 BX2852.The geoid height was determined by GEOID03.
 BX2852
 BX2852;                    North         East     Units Scale Factor Converg.
 BX2852;SPC LA N     -   118,821.139   906,998.538   MT  0.99993327   -0 31 04.7
 BX2852;SPC LA N     -   389,832.35  2,975,711.04   sFT  0.99993327   -0 31 04.7
 BX2852;UTM  15      - 3,492,639.111   454,475.851   MT  0.99962556   -0 15 04.1
 BX2852
 BX2852                          SUPERSEDED SURVEY CONTROL
 BX2852
 BX2852  NAD 83(1986)-  31 34 04.35588(N)    093 28 47.00920(W) AD(       ) 4
 BX2852  NAD 27      -  31 34 03.72948(N)    093 28 46.38231(W) AD(       ) 3
 BX2852
 BX2852.Superseded values are not recommended for survey control.
 BX2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2852.See file dsdata.txt to determine how the superseded data were derived.
 BX2852
 BX2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5447692639(NAD 83)
 BX2852_MARKER: 53 = ELEVATED TANK
 BX2852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2852+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001
 BX2852
 BX2852  HISTORY     - Date     Condition        Report By
 BX2852  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2852  HISTORY     - 20010331 GOOD             NGS
 BX2852  HISTORY     - 20010922 GOOD             USPSQD
 BX2852
 BX2852                          STATION DESCRIPTION
 BX2852
 BX2852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2852'MANY MUNICIPAL WATER TANK IS LOCATED NEAR THE EAST SIDE OF MANY, IN
 BX2852'THE NORTHWEST ANGLE OF MAIN AND CHURCH STREETS.
 BX2852'
 BX2852'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, HAS THE APEX
 BX2852'TYPE ROOFED TANK WITH THE LETTERS MANY PAINTED IN BLACK AND HAS AN
 BX2852'OVERALL HEIGHT OF ABOUT 110 FEET.
 BX2852'
 BX2852'POINT INTERSECTED WAS THE BALL AT THE TOP CENTER OF THE TANK.
 BX2852
 BX2852                          STATION RECOVERY (2001)
 BX2852
 BX2852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2852'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2852
 BX2852                          STATION RECOVERY (2001)
 BX2852
 BX2852'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2851 ***********************************************************************
 BX2851  DESIGNATION -  MANY NE MUN TANK
 BX2851  PID         -  BX2851
 BX2851  STATE/COUNTY-  LA/SABINE
 BX2851  USGS QUAD   -  MANY (1994)
 BX2851
 BX2851                         *CURRENT SURVEY CONTROL
 BX2851  ___________________________________________________________________
 BX2851* NAD 83(1992)-  31 34 24.70593(N)    093 28 24.46824(W)     ADJUSTED  
 BX2851* NAVD 88     -                                                        
 BX2851  ___________________________________________________________________
 BX2851  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 BX2851  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX2851
 BX2851  HORZ ORDER  -  THIRD
 BX2851
 BX2851.The horizontal coordinates were established by classical geodetic methods
 BX2851.and adjusted by the National Geodetic Survey in January 1993..
 BX2851
 BX2851
 BX2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2851
 BX2851.The geoid height was determined by GEOID03.
 BX2851
 BX2851;                    North         East     Units Scale Factor Converg.
 BX2851;SPC LA N     -   119,442.861   907,598.633   MT  0.99993267   -0 30 52.8
 BX2851;SPC LA N     -   391,872.12  2,977,679.85   sFT  0.99993267   -0 30 52.8
 BX2851;UTM  15      - 3,493,263.429   455,072.861   MT  0.99962489   -0 14 52.5
 BX2851
 BX2851                          SUPERSEDED SURVEY CONTROL
 BX2851
 BX2851  NAD 83(1986)-  31 34 24.71843(N)    093 28 24.46440(W) AD(       ) 4
 BX2851  NAD 27      -  31 34 24.09494(N)    093 28 23.84005(W) AD(       ) 3
 BX2851
 BX2851.Superseded values are not recommended for survey control.
 BX2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2851.See file dsdata.txt to determine how the superseded data were derived.
 BX2851
 BX2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5507393263(NAD 83)
 BX2851_MARKER: 53 = ELEVATED TANK
 BX2851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2851+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001
 BX2851
 BX2851  HISTORY     - Date     Condition        Report By
 BX2851  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2851  HISTORY     - 20010331 GOOD             NGS
 BX2851  HISTORY     - 20010922 GOOD             USPSQD
 BX2851
 BX2851                          STATION DESCRIPTION
 BX2851
 BX2851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2851'MANY NORTHEAST MUNICIPAL WATER TANK IS LOCATED IN THE NORTHEAST PART
 BX2851'OF MANY, IN THE SOUTHEAST ANGLE OF HIGHLAND AVENUE AND SAN ANTONIO
 BX2851'AVENUE, AT THE INTERSECTION OF STATE HIGHWAYS 6 AND 1217.
 BX2851'
 BX2851'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, HAS ELIPSOIDAL
 BX2851'TOP AND BOTTOM TANK, WITH THE LETTERS MANY PAINTED IN BLACK ON ITS
 BX2851'NORTH AND SOUTH SIDE AND THE OVERALL HEIGHT IS ABOUT 150 FEET.
 BX2851'
 BX2851'POINT INTERSECTED WAS THE VENT AT THE TOP CENTER OF THE TANK.
 BX2851
 BX2851                          STATION RECOVERY (2001)
 BX2851
 BX2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2851'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2851
 BX2851                          STATION RECOVERY (2001)
 BX2851
 BX2851'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3308 ***********************************************************************
 AU3308  DESIGNATION -  MAR
 AU3308  PID         -  AU3308
 AU3308  STATE/COUNTY-  LA/JEFFERSON
 AU3308  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3308
 AU3308                         *CURRENT SURVEY CONTROL
 AU3308  ___________________________________________________________________
 AU3308* NAD 83(1992)-  29 53 38.39932(N)    090 06 00.34963(W)     ADJUSTED  
 AU3308* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3308  **This station is located in a subsidence area (see below).
 AU3308  ___________________________________________________________________
 AU3308  X           -      -9,668.204 (meters)                     COMP
 AU3308  Y           -  -5,534,092.290 (meters)                     COMP
 AU3308  Z           -   3,160,179.826 (meters)                     COMP
 AU3308  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3308  ELLIP HEIGHT-         -24.95  (meters)          (09/30/02) GPS OBS
 AU3308  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AU3308  DYNAMIC HT  -           1.2   (meters)       4.    (feet)  COMP
 AU3308  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 AU3308
 AU3308  HORZ ORDER  -  FIRST
 AU3308  ELLP ORDER  -  FOURTH    CLASS II
 AU3308
 AU3308.The horizontal coordinates were established by GPS observations
 AU3308.and adjusted by the National Geodetic Survey in January 1993..
 AU3308
 AU3308 ** The orthometric height has not been validated since last determined
 AU3308 ** by differential leveling and should not be used for control purposes.
 AU3308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3308 ** area with valid NAVD 88 orthometric heights.
 AU3308 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3308 ** epoch indicated which incorporates improved geoid heights for the
 AU3308 ** Southern Louisiana Subsidence area.
 AU3308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3308.The orthometric height was scaled from a topographic map.
 AU3308
 AU3308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3308
 AU3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3308
 AU3308.The ellipsoidal height was determined by GPS observations
 AU3308.and is referenced to NAD 83.
 AU3308
 AU3308.The geoid height was determined by GEOID03.
 AU3308
 AU3308.The dynamic height is computed by dividing the NAVD 88
 AU3308.geopotential number by the normal gravity value computed on the
 AU3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3308.degrees latitude (g = 980.6199 gals.).
 AU3308
 AU3308.The modeled gravity was interpolated from observed gravity values.
 AU3308
 AU3308;                    North         East     Units Scale Factor Converg.
 AU3308;SPC LA S     -   155,157.924 1,119,105.691   MT  0.99992747   +0 36 59.9
 AU3308;SPC LA S     -   509,047.29  3,671,599.25   sFT  0.99992747   +0 36 59.9
 AU3308;UTM  15      - 3,310,573.801   780,046.283   MT  1.00056773   +1 26 46.5
 AU3308
 AU3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3308!SPC LA S     -   1.00000392  x   0.99992747  =   0.99993139
 AU3308!UTM  15      -   1.00000392  x   1.00056773  =   1.00057165
 AU3308
 AU3308                          SUPERSEDED SURVEY CONTROL
 AU3308
 AU3308  ELLIP H (01/21/93)  -24.94   (m)                       GP(       ) 4 2
 AU3308  NAD 83(1986)-  29 53 38.41521(N)    090 06 00.35068(W) AD(       ) 1
 AU3308  NAD 27      -  29 53 37.67554(N)    090 06 00.08751(W) AD(       ) 1
 AU3308  NGVD 29 (05/20/88)    1.3    (m)            4.     (f) GPS OBS        
 AU3308
 AU3308.Superseded values are not recommended for survey control.
 AU3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3308.See file dsdata.txt to determine how the superseded data were derived.
 AU3308
 AU3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8004610574(NAD 83)
 AU3308_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3308_STAMPING: MAR JPW 1987
 AU3308_MARK LOGO: NGS   
 AU3308_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3308+STABILITY: SURFACE MOTION
 AU3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3308+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1994
 AU3308
 AU3308  HISTORY     - Date     Condition        Report By
 AU3308  HISTORY     - 1987     MONUMENTED       LADTD
 AU3308  HISTORY     - 19941123 GOOD             NGS
 AU3308
 AU3308                          STATION DESCRIPTION
 AU3308
 AU3308'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3308'THE STATION IS LOCATED IN JEFFERSON PARISH IN THE TOWN OF MARRERO,
 AU3308'ON THE SOUTH SIDE OF U.S. HIGHWAY 90 BUSINESS IN THE MEDIAN OF
 AU3308'STATE HIGHWAY 45 AT ITS JUNCTION WITH BUSINESS 90.
 AU3308'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3308'
 AU3308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND U.S.
 AU3308'HIGHWAY 90 BUSINESS, GO EAST ON HIGHWAY 90 BUSINESS TO THE JUNCTION
 AU3308'OF 90 BUSINESS AND STATE HIGHWAY 45 AND THE STATION IN THE MEDIAN
 AU3308'OF HIGHWAY 45 NEAR THE JUNCTION.
 AU3308'
 AU3308'THE STATION IS A STANDARD NGS DISK
 AU3308'STAMPED---MAR JPW 1987---,
 AU3308'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3308'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 AU3308'23.9 METERS (78.4 FT) SOUTH FROM THE CURB OF HIGHWAY 90,
 AU3308'6.3 METERS (20.7 FT) WEST FROM THE CURB OF THE NORTHBOUND LANES OF
 AU3308'HIGHWAY 45,
 AU3308'3.5 METERS (11.5 FT) EAST FROM THE CURB OF THE SOUTHBOUND LANES OF
 AU3308'HIGHWAY 45, AND
 AU3308'0.6 METERS (2 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 AU3308'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3308'STAMPED---MAR JPW 1987---,
 AU3308'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AU3308
 AU3308                          STATION RECOVERY (1994)
 AU3308
 AU3308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3308'IN MARRERO, AT THE INTERSECTION OF THE WESTBANK EXPRESSWAY SERVICE
 AU3308'ROAD AND BARATARIA BOULEVARD, 29.9 M (98.1 FT) SOUTH OF THE CENTER OF
 AU3308'THE EASTBOUND LANES OF THE SERVICE ROAD, 11.9 M (39.0 FT) WEST OF THE
 AU3308'CENTER OF THE NORTHBOUND LANES OF THE BOULEVARD, 7.6 M (24.9 FT) EAST
 AU3308'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 0.3 M (1.0
 AU3308'FT) ABOVE THE LEVEL OF THE BOULEVARD, AND THE MONUMENT IS FLUSH WITH
 AU3308'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4280 ***********************************************************************
 BJ4280  DESIGNATION -  MARGARET
 BJ4280  PID         -  BJ4280
 BJ4280  STATE/COUNTY-  LA/ORLEANS
 BJ4280  USGS QUAD   -  SPANISH FORT (1992)
 BJ4280
 BJ4280                         *CURRENT SURVEY CONTROL
 BJ4280  ___________________________________________________________________
 BJ4280* NAD 83(1992)-  30 00 38.03110(N)    090 05 56.36203(W)     ADJUSTED  
 BJ4280* NAVD 88     -         2.7  **(meters)       9.   **(feet)  VERTCON   
 BJ4280  **This station is located in a subsidence area (see below).
 BJ4280  ___________________________________________________________________
 BJ4280  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4280  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ4280
 BJ4280  HORZ ORDER  -  SECOND
 BJ4280
 BJ4280.The horizontal coordinates were established by classical geodetic methods
 BJ4280.and adjusted by the National Geodetic Survey in January 1993..
 BJ4280
 BJ4280 ** The orthometric height has not been validated since last determined
 BJ4280 ** by differential leveling and should not be used for control purposes.
 BJ4280 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4280 ** area with valid NAVD 88 orthometric heights.
 BJ4280 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4280 ** epoch indicated which incorporates improved geoid heights for the
 BJ4280 ** Southern Louisiana Subsidence area.
 BJ4280 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4280.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4280
 BJ4280.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4280
 BJ4280.The geoid height was determined by GEOID03.
 BJ4280
 BJ4280;                    North         East     Units Scale Factor Converg.
 BJ4280;SPC LA S     -   168,078.727 1,119,073.489   MT  0.99992576   +0 37 01.9
 BJ4280;SPC LA S     -   551,438.29  3,671,493.61   sFT  0.99992576   +0 37 01.9
 BJ4280;UTM  15      - 3,323,501.051   779,826.288   MT  1.00056619   +1 27 06.9
 BJ4280
 BJ4280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4280!SPC LA S     -   1.00000369  x   0.99992576  =   0.99992944
 BJ4280!UTM  15      -   1.00000369  x   1.00056619  =   1.00056988
 BJ4280
 BJ4280:                Primary Azimuth Mark                     Grid Az
 BJ4280:SPC LA S     -  MARGARET AZ MK                           005 13 51.5
 BJ4280:UTM  15      -  MARGARET AZ MK                           004 23 46.5
 BJ4280
 BJ4280|---------------------------------------------------------------------|
 BJ4280| PID    Reference Object                     Distance      Geod. Az  |
 BJ4280|                                                           dddmmss.s |
 BJ4280| CW2068 MARGARET AZ MK                                     0055053.4 |
 BJ4280| CW2069 MARGARET RM 1                        19.465 METERS 02811     |
 BJ4280| BJ4281 MARGARET LDH 1972 RM 2                7.741 METERS 18645     |
 BJ4280|---------------------------------------------------------------------|
 BJ4280
 BJ4280                          SUPERSEDED SURVEY CONTROL
 BJ4280
 BJ4280  NAD 83(1986)-  30 00 38.04603(N)    090 05 56.36044(W) AD(       ) 2
 BJ4280  NAD 27      -  30 00 37.31758(N)    090 05 56.09999(W) AD(       ) 2
 BJ4280  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 BJ4280
 BJ4280.Superseded values are not recommended for survey control.
 BJ4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4280.See file dsdata.txt to determine how the superseded data were derived.
 BJ4280
 BJ4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7982623501(NAD 83)
 BJ4280_MARKER: DD = SURVEY DISK
 BJ4280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4280
 BJ4280  HISTORY     - Date     Condition        Report By
 BJ4280  HISTORY     - 1972     MONUMENTED       LADH
 BJ4280
 BJ4280                          STATION DESCRIPTION
 BJ4280
 BJ4280'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ4280'THE STATION IS LOCATED 3 MILES NORTH OF DOWNTOWN NEW ORLEANS, 17
 BJ4280'MILES NORTHEAST OF GRETNA AND 14 MILES SOUTH OF SLIDELL, IN THE
 BJ4280'NORTHEAST QUARTER OF SECTION 17, T12S, R11E.
 BJ4280'
 BJ4280'TO REACH THE STATION FROM THE NORTH CENTRAL PART OF NEW ORLEANS AT
 BJ4280'THE INTERSECTION OF CANAL BOULEVARD WITH ROBERT E. LEE BOULEVARD, GO
 BJ4280'EAST ALONG ROBERT E. LEE BOULEVARD FOR 0.6 MILE TO ITS INTERSECTION
 BJ4280'WITH MARCONI BOULEVARD, TURN RIGHT AND GO SOUTH ON MARCONI
 BJ4280'BOULEVARD FOR 0.7 MILE TO THE STATION ON THE RIGHT AND WEST OF THE
 BJ4280'STREET ON TOP OF A LEVEE NEAR THE ORLEANS OUTFLOW CANAL.
 BJ4280'
 BJ4280'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON MARCONI
 BJ4280'BOULEVARD FOR 0.7 MILE TO ROBERT E. LEE BOULEVARD.  THE MARK IS SET
 BJ4280'ON THE LEFT AND WEST OF THE STREET NEAR THE SOUTHEAST CORNER OF A
 BJ4280'BRIDGE. THE MARK IS SET ON TOP OF THE ORLEANS OUTFLOW CANAL LEVEE.
 BJ4280'
 BJ4280'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4280'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4280'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4280'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4280'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4280'STAMPED MARGARET 1972.  THE MARK IS 338 FEET SOUTH OF THE CENTER OF
 BJ4280'FILMORE STREET, 186 FEET WEST OF THE CENTER OF MARCONI BOULEVARD,
 BJ4280'80 FEET SOUTHWEST OF A 14 INCH MULBERRY TREE, 50 FEET NORTHWEST
 BJ4280'OF A 10 INCH MULBERRY TREE, AND 1 FOOT NORTH OF A METAL WITNESS
 BJ4280'POST AND SIGN.  THIS STATION IS SET ON TOP OF A LEVEE ON THE
 BJ4280'ORLEANS OUTFLOW CANAL.
 BJ4280'
 BJ4280'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4280'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4280'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4280'STAMPED MARGARET R. M. 1 1972.  IT IS 279 FEET SOUTH OF THE CENTER
 BJ4280'OF FILMORE STREET, 162 FEET WEST OF THE CENTER OF MARCONI BOULEVARD,
 BJ4280'88.5 FEET NORTH OF A 10 INCH MULBERRY TREE, AND 14 FEET SOUTHWEST OF
 BJ4280'A 14 INCH MULBERRY TREE.  THE MARK IS SET AT THE TOP OF THE ORLEANS
 BJ4280'OUTFLOW CANAL LEVEE.
 BJ4280'
 BJ4280'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4280'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4280'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4280'STAMPED MARGARET R. M. 2 1972.  IT IS 363 FEET SOUTH OF THE CENTER
 BJ4280'OF FILMORE STREET, 186 FEET WEST OF THE CENTER OF MARCONI BOULEVARD,
 BJ4280'101 FEET SOUTHWEST OF A 14 INCH MULBERRY TREE, AND 42 FEET WEST
 BJ4280'OF A 10 INCH MULBERRY TREE.  THE MARK IS SET ON TOP OF THE ORLEANS
 BJ4280'OUTFLOW CANAL LEVEE.
 BJ4280'
 BJ4280'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4280'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4280'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4280'STAMPED MARGARET AZ. MK. 1972.  IT IS 90 FEET SOUTHWEST OF A
 BJ4280'STREETLIGHT STANDARD, 95 FEET SOUTH OF THE CENTER OF ROBERT E.
 BJ4280'LEE BOULEVARD, 83 FEET SOUTH OF THE CENTER OF A CONCRETE
 BJ4280'SIDEWALK, 81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER
 BJ4280'THE ORLEANS OUTFLOW CANAL, AND 2.5 FEET NORTHWEST OF A METAL WITNESS
 BJ4280'POST AND SIGN, ON TOP OF THE ORLEANS CANAL LEVEE.
 BJ4280'
 BJ4280'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2688 ***********************************************************************
 BX2688  DESIGNATION -  MARIA
 BX2688  PID         -  BX2688
 BX2688  STATE/COUNTY-  LA/RAPIDES
 BX2688  USGS QUAD   -  ALEXANDRIA (1992)
 BX2688
 BX2688                         *CURRENT SURVEY CONTROL
 BX2688  ___________________________________________________________________
 BX2688* NAD 83(1992)-  31 20 02.32158(N)    092 23 19.67834(W)     ADJUSTED  
 BX2688* NAVD 88     -        46.8    (meters)     154.     (feet)  VERTCON   
 BX2688  ___________________________________________________________________
 BX2688  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BX2688  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2688
 BX2688  HORZ ORDER  -  SECOND
 BX2688
 BX2688.The horizontal coordinates were established by classical geodetic methods
 BX2688.and adjusted by the National Geodetic Survey in January 1993..
 BX2688
 BX2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2688
 BX2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2688
 BX2688.The geoid height was determined by GEOID03.
 BX2688
 BX2688;                    North         East     Units Scale Factor Converg.
 BX2688;SPC LA N     -    92,473.871 1,010,582.566   MT  0.99996627   +0 03 31.7
 BX2688;SPC LA N     -   303,391.36  3,315,552.97   sFT  0.99996627   +0 03 31.7
 BX2688;UTM  15      - 3,466,777.348   558,145.064   MT  0.99964170   +0 19 04.3
 BX2688
 BX2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2688!SPC LA N     -   0.99999681  x   0.99996627  =   0.99996308
 BX2688!UTM  15      -   0.99999681  x   0.99964170  =   0.99963851
 BX2688
 BX2688|---------------------------------------------------------------------|
 BX2688| PID    Reference Object                     Distance      Geod. Az  |
 BX2688|                                                           dddmmss.s |
 BX2688| CY4967 MARIA RM 1                           15.787 METERS 05629     |
 BX2688| BX2660 MARIA 2 RM 3                         44.274 METERS 19140     |
 BX2688| BX2690 MARIA A POINT 1969                    7.012 METERS 19933     |
 BX2688| CY4966 MARIA 2 AZ MK                                      2472337.8 |
 BX2688| BX2661 MARIA LDH AZ MK 1969                425.451 METERS 2490704.3 |
 BX2688| CY4968 MARIA RM 2                           10.854 METERS 29052     |
 BX2688| BX2689 MARIA 2                               3.812 METERS 34327     |
 BX2688|---------------------------------------------------------------------|
 BX2688
 BX2688                          SUPERSEDED SURVEY CONTROL
 BX2688
 BX2688  NAD 83(1986)-  31 20 02.34101(N)    092 23 19.67389(W) AD(       ) 2
 BX2688  NAD 27      -  31 20 01.68424(N)    092 23 19.18665(W) AD(       ) 2
 BX2688  NGVD 29 (07/19/86)   46.8    (m)          154.     (f) VERT ANG       
 BX2688
 BX2688.Superseded values are not recommended for survey control.
 BX2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2688.See file dsdata.txt to determine how the superseded data were derived.
 BX2688
 BX2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5814566777(NAD 83)
 BX2688_MARKER: DD = SURVEY DISK
 BX2688_SETTING: 0 = UNSPECIFIED SETTING
 BX2688
 BX2688  HISTORY     - Date     Condition        Report By
 BX2688  HISTORY     - 1969     MONUMENTED       LADTD
 BX2688  HISTORY     - 1969     GOOD             CGS
 BX2688  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2688
 BX2688                          STATION DESCRIPTION
 BX2688
 BX2688'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2688'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2688'U.S. COAST AND GEODETIC SURVEY DISK STAMPED MARIA 1969, IS SET
 BX2688'IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 BX2688'GROUND.  THE MARK IS 2.4 FEET NORTH OF A METAL WITNESS POST AND
 BX2688'SIGN, 38.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 28,
 BX2688'44.4 FEET WEST OF A 24 INCH GUM TREE, 64.5 FEET SOUTHEAST OF
 BX2688'AN 18 INCH BLACK JACK TREE AND 64.8 FEET NORTHEAST OF THE
 BX2688'CENTERLINE OF A STREET LEADING TO A SUBDIVISION.
 BX2688'
 BX2688'TO REACH THE STATION FROM THE GUARANTY NATIONAL BANK BUILDING
 BX2688'IN DOWNTOWN ALEXANDRIA, DRIVE SOUTH ALONG STATE HIGHWAY 1 FOR
 BX2688'0.25 MILE TO STATE HIGHWAY 28, CROSSING THE NEW RED RIVER BRIDGE,
 BX2688'DRIVE NORTHEAST ALONG STATE HIGHWAY 28 FOR 3.0 MILES TO AN
 BX2688'INTERCHANGE, THENCE EASTERLY ALONG STATE HIGHWAY 28 FOR 1.62
 BX2688'MILES TO THE STATION WHICH IS ON THE NORTH SIDE OF THE HIGHWAY.
 BX2688'
 BX2688'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2688'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED MARIA RM 1 1969,
 BX2688'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2688'ABOVE THE GROUND.  THE MARK IS 56.3 FEET NORTH OF THE CENTERLINE
 BX2688'OF STATE HIGHWAY 28, 7.5 FEET NORTH OF A TWIN 36 INCH OAK TREE,
 BX2688'65.9 FEET SOUTHWEST OF A GAS METER AND 44.6 FEET SOUTHEAST OF A
 BX2688'BLACK JACK TREE.
 BX2688'
 BX2688'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2688'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED MARIA RM 2 1969,
 BX2688'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2688'ABOVE THE GROUND.  THE MARK IS 31.2 FEET EAST OF THE CENTER OF
 BX2688'A STREET, 60.3 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 28,
 BX2688'47.4 FEET SOUTH OF A 10 INCH BLACK JACK TREE AND 56.6 FEET
 BX2688'EAST OF A LIGHT POLE.
 BX2688'
 BX2688'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2688'U.S. COAST AND GEODETIC SURVEY DISK STAMPED MARIA AZ MK 1969,
 BX2688'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BX2688'THE GROUND.  THE MARK IS 2.7 FEET SOUTH OF A METAL WITNESS
 BX2688'POST AND SIGN, 7.6 FEET NORTHWEST OF TELEPHONE POLE NO. 15,
 BX2688'21.6 FEET SOUTHEAST OF THE EAST END OF A SIDE DRAIN, 50 FEET
 BX2688'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 28 AND 20.5 FEET
 BX2688'NORTHWEST OF A GAS METER.
 BX2688'
 BX2688'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG
 BX2688'STATE HIGHWAY 28 FOR 0.25 MILE TO THE MARK WHICH IS ON THE
 BX2688'SOUTH SIDE OF THE HIGHWAY.
 BX2688
 BX2688                          STATION RECOVERY (1969)
 BX2688
 BX2688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BX2688'THE STATION WAS VISITED 7-8-69 AND THE STATION, AZIMUTH MARK
 BX2688'AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BX2688'MARK NO. 1 WAS FOUND WITH THE TOP OF THE MONUMENT BROKEN OFF.  THE
 BX2688'STATION AND THE AZIMUTH MARK WERE MOVED AT THIS DATE AT THE
 BX2688'REQUEST OF THE HIGHWAY DEPARTMENT DUE TO ROAD CONSTRUCTION.  THIS
 BX2688'WAS DONE BY ESTABLISHING A NEW STATION MARIA 2 1969, 12.51 FEET
 BX2688'NORTH OF THE STATION.  A NEW AZIMUTH MARK WAS ESTABLISHED AND
 BX2688'THE OLD AZIMUTH MARK DESTROYED.  REFERENCE MARK NO. 2 WAS LEFT
 BX2688'INTACT AND USED FOR THE NEW STATION.  THE STATION
 BX2688'SUB-SURFACE DISK WAS LEFT INTACT AND WILL BE UNDER THE
 BX2688'SHOULDER OF THE HIGHWAY.
 BX2688'
 BX2688'SEE DESCRIPTION FOR MARIA 2 1969
 BX2688'
 BX2688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2688'4.6 MILES N.E. OF ALEXANDRIA.
 BX2688
 BX2688                          STATION RECOVERY (1999)
 BX2688
 BX2688'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2689 ***********************************************************************
 BX2689  DESIGNATION -  MARIA 2
 BX2689  PID         -  BX2689
 BX2689  STATE/COUNTY-  LA/RAPIDES
 BX2689  USGS QUAD   -  ALEXANDRIA (1992)
 BX2689
 BX2689                         *CURRENT SURVEY CONTROL
 BX2689  ___________________________________________________________________
 BX2689* NAD 83(1992)-  31 20 02.44021(N)    092 23 19.71942(W)     ADJUSTED  
 BX2689* NAVD 88     -        46.3    (meters)     152.     (feet)  VERTCON   
 BX2689  ___________________________________________________________________
 BX2689  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BX2689  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2689
 BX2689  HORZ ORDER  -  SECOND
 BX2689
 BX2689.The horizontal coordinates were established by classical geodetic methods
 BX2689.and adjusted by the National Geodetic Survey in January 1993..
 BX2689
 BX2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2689
 BX2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2689
 BX2689.The geoid height was determined by GEOID03.
 BX2689
 BX2689;                    North         East     Units Scale Factor Converg.
 BX2689;SPC LA N     -    92,477.523 1,010,581.476   MT  0.99996627   +0 03 31.6
 BX2689;SPC LA N     -   303,403.34  3,315,549.39   sFT  0.99996627   +0 03 31.6
 BX2689;UTM  15      - 3,466,780.994   558,143.958   MT  0.99964170   +0 19 04.2
 BX2689
 BX2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2689!SPC LA N     -   0.99999689  x   0.99996627  =   0.99996316
 BX2689!UTM  15      -   0.99999689  x   0.99964170  =   0.99963859
 BX2689
 BX2689|---------------------------------------------------------------------|
 BX2689| PID    Reference Object                     Distance      Geod. Az  |
 BX2689|                                                           dddmmss.s |
 BX2689| BX2688 MARIA                                 3.812 METERS 16327     |
 BX2689| BX2660 MARIA 2 RM 3                         47.667 METERS 18930     |
 BX2689| CY4966 MARIA 2 AZ MK                                      2465039.7 |
 BX2689| BX2661 MARIA LDH AZ MK 1969                425.756 METERS 2483622.9 |
 BX2689| CY4968 MARIA RM 2                            9.060 METERS 27122     |
 BX2689|---------------------------------------------------------------------|
 BX2689
 BX2689                          SUPERSEDED SURVEY CONTROL
 BX2689
 BX2689  NAD 83(1986)-  31 20 02.45964(N)    092 23 19.71497(W) AD(       ) 2
 BX2689  NAD 27      -  31 20 01.80288(N)    092 23 19.22773(W) AD(       ) 2
 BX2689  NGVD 29 (07/19/86)   46.3    (m)          152.     (f) VERT ANG       
 BX2689
 BX2689.Superseded values are not recommended for survey control.
 BX2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2689.See file dsdata.txt to determine how the superseded data were derived.
 BX2689
 BX2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5814466781(NAD 83)
 BX2689_MARKER: DS = TRIANGULATION STATION DISK
 BX2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2689
 BX2689  HISTORY     - Date     Condition        Report By
 BX2689  HISTORY     - 1969     MONUMENTED       LADTD
 BX2689
 BX2689                          STATION DESCRIPTION
 BX2689
 BX2689'DESCRIBED BY LA TRANSP AND DEV 1969 (LFS)
 BX2689'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF ALEXANDRIA,
 BX2689'ON THE RIGHT-OF-WAY OF STATE HIGHWAY 28 AT ITS INTERSECTION WITH
 BX2689'SKYLINE DRIVE AND NEAR THE SOUTH CORNER OF A LARGE YARD, ON THE
 BX2689'TOP OF A HILL FROM WHICH THE CITY OF ALEXANDRIA CAN BE SEEN BY
 BX2689'LOOKING SOUTHWEST DOWN STATE HIGHWAY 28.  IT IS 63.5 FEET ENE OF
 BX2689'THE CENTER OF SKYLINE DRIVE, 47 FEET NNW OF THE CENTER OF STATE
 BX2689'HIGHWAY 28, 52 FEET SSE OF A 10-INCH OAK TREE, 86 FEET ESE OF A
 BX2689'POWER POLE, 67 FEET SSW OF A TWIN OAK TREE AND 1 FOOT NNW OF A
 BX2689'METAL WITNESS POST.  IT IS A USC AND GS AND STATE SURVEY DISK
 BX2689'STAMPED MARIA 2 1969, PROJECTING 2 INCHES.
 BX2689'
 BX2689'REFERENCE MARK NO. 2 IS 29.72 FEET WNW OF THE STATION, 80 FEET
 BX2689'SW OF THE TWIN OAK TREE, 56 NNW OF THE CENTER OF STATE HIGHWAY
 BX2689'28, 31.8 FEET ESE OF THE CENTER OF SKYLINE DRIVE, 56.5 FEET ESE
 BX2689'OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS
 BX2689'USC AND GS AND STATE SURVEY DISK STAMPED MARIA RM 2 1969,
 BX2689'PROJECTING 4 INCHES.
 BX2689'
 BX2689'REFERENCE MARK NO. 3 IS 156.39 FEET SOUTH OF THE STATION, 93
 BX2689'FEET SSE OF THE CENTER OF STATE HIGHWAY 28, 38.8 FEET SW OF A
 BX2689'WATER METER, 77 FEET WSW OF A GAS METER, 2 FEET WEST OF A POWER
 BX2689'POLE, 8 FEET WEST OF THE CENTER OF THE DRIVEWAY AND 72 FEET
 BX2689'NORTHWEST OF THE NORTHWEST CORNER OF MR. SLAYTERS HOUSE.  IT IS
 BX2689'USC AND GS AND STATE SURVEY DISK, STAMPED MARIA 2 RM 3 1969,
 BX2689'FLUSH WITH THE GROUND.
 BX2689'
 BX2689'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION, 166
 BX2689'FEET WSW OF THE CENTER OF THE MAIN ENTRANCE TO THE
 BX2689'MEADOWDALE SUB-DIVISION, 70 FEET SSE OF THE CENTER OF THE
 BX2689'HIGHWAY, 1.9 FEET ENE OF A CHAIN LINK FENCE, 24 FEET ENE OF A
 BX2689'UTILITY POLE, 45 FEET NE OF THE NORTH CORNER OF A SMALL WHITE
 BX2689'HOUSE, 19 FEET NE OF A FORKED SYCAMORE TREE AND 1 FOOT SSE OF
 BX2689'A METAL WITNESS POST.  IT IS A USC AND GS AND STATE SURVEY
 BX2689'DISK, STAMPED MARIA 2 AZ MK 1969, PROJECTING 6 INCHES.
 BX2689'
 BX2689'TO REACH THE STATION FROM THE GUARRANTY NATIONAL BANK IN
 BX2689'DOWNTOWN ALEXANDRIA, GO SOUTH ON STATE HIGHWAY 1 FOR 0.25 MILE
 BX2689'TO STATE HIGHWAY 28, GO NORTHEAST ON STATE HIGHWAY 28, CROSSING
 BX2689'ON THE NEW RED RIVER BRIDGE, FOR 3.0 MILES, TURN RIGHT AND
 BX2689'CONTINUE ON STATE HIGHWAY 28 FOR 1.35 MILE TO THE AZIMUTH MARK
 BX2689'ON THE RIGHT, IN THE NORTHWEST CORNER OF THE SUBDIVISION
 BX2689'(MEADOWDALE), CONTINUE NORTHEAST ON STATE HIGHWAY 28 FOR 0.25
 BX2689'MILE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT IN THE
 BX2689'NORTHEAST ANGLE OF ITS INTERSECTION WITH SKYLINE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2660 ***********************************************************************
 BX2660  DESIGNATION -  MARIA 2 RM 3
 BX2660  PID         -  BX2660
 BX2660  STATE/COUNTY-  LA/RAPIDES
 BX2660  USGS QUAD   -  ALEXANDRIA (1992)
 BX2660
 BX2660                         *CURRENT SURVEY CONTROL
 BX2660  ___________________________________________________________________
 BX2660* NAD 83(1992)-  31 20 00.91375(N)    092 23 20.01702(W)     ADJUSTED  
 BX2660* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 BX2660  ___________________________________________________________________
 BX2660  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BX2660  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2660
 BX2660  HORZ ORDER  -  SECOND
 BX2660
 BX2660.The horizontal coordinates were established by classical geodetic methods
 BX2660.and adjusted by the National Geodetic Survey in January 1993..
 BX2660
 BX2660.The orthometric height was scaled from a topographic map.
 BX2660
 BX2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2660
 BX2660.The geoid height was determined by GEOID03.
 BX2660
 BX2660;                    North         East     Units Scale Factor Converg.
 BX2660;SPC LA N     -    92,430.504 1,010,573.657   MT  0.99996634   +0 03 31.5
 BX2660;SPC LA N     -   303,249.08  3,315,523.74   sFT  0.99996634   +0 03 31.5
 BX2660;UTM  15      - 3,466,733.955   558,136.355   MT  0.99964169   +0 19 04.1
 BX2660
 BX2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2660!SPC LA N     -   0.99999788  x   0.99996634  =   0.99996422
 BX2660!UTM  15      -   0.99999788  x   0.99964169  =   0.99963957
 BX2660
 BX2660|---------------------------------------------------------------------|
 BX2660| PID    Reference Object                     Distance      Geod. Az  |
 BX2660|                                                           dddmmss.s |
 BX2660| BX2689 MARIA 2                              47.667 METERS 00930     |
 BX2660| BX2688 MARIA                                44.274 METERS 01140     |
 BX2660| CY4968 MARIA RM 2                           47.256 METERS 35833     |
 BX2660|---------------------------------------------------------------------|
 BX2660
 BX2660                          SUPERSEDED SURVEY CONTROL
 BX2660
 BX2660  NAD 83(1986)-  31 20 00.93319(N)    092 23 20.01256(W) AD(       ) 2
 BX2660  NAD 27      -  31 20 00.27637(N)    092 23 19.52531(W) AD(       ) 2
 BX2660
 BX2660.Superseded values are not recommended for survey control.
 BX2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2660.See file dsdata.txt to determine how the superseded data were derived.
 BX2660
 BX2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5813666734(NAD 83)
 BX2660_MARKER: DD = SURVEY DISK
 BX2660_SETTING: 0 = UNSPECIFIED SETTING
 BX2660
 BX2660  HISTORY     - Date     Condition        Report By
 BX2660  HISTORY     - 1969     MONUMENTED       LADTD
 BX2660
 BX2660                          STATION DESCRIPTION
 BX2660
 BX2660'DESCRIBED BY LA TRANSP AND DEV 1969 (LFS)
 BX2660'REFERENCE MARK NO. 3 IS 156.39 FEET SOUTH OF STATION MARIA 2
 BX2660'LAHD, 93 FEET SSE OF THE CENTER OF STATE HIGHWAY 28, 38.8 FEET
 BX2660'SW OF A WATER METER, 77 FEET WSW OF A GAS METER, 2 FEET WEST
 BX2660'OF A POWER POLE, 8 FEET WEST OF THE CENTER OF THE DRIVEWAY AND
 BX2660'72 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. SLAYTERS
 BX2660'HOUSE.  IT IS USC AND GS AND STATE SURVEY DISK, STAMPED MARIA 2
 BX2660'RM 3 1969, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2810 ***********************************************************************
 AU2810  DESIGNATION -  MARIE
 AU2810  PID         -  AU2810
 AU2810  STATE/COUNTY-  LA/JEFFERSON
 AU2810  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2810
 AU2810                         *CURRENT SURVEY CONTROL
 AU2810  ___________________________________________________________________
 AU2810* NAD 83(1992)-  29 57 04.78149(N)    090 13 11.95877(W)     ADJUSTED  
 AU2810* NAVD 88     -         7.4  **(meters)      24.   **(feet)  VERTCON   
 AU2810  **This station is located in a subsidence area (see below).
 AU2810  ___________________________________________________________________
 AU2810  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU2810  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AU2810
 AU2810  HORZ ORDER  -  SECOND
 AU2810
 AU2810.The horizontal coordinates were established by classical geodetic methods
 AU2810.and adjusted by the National Geodetic Survey in January 1993..
 AU2810
 AU2810 ** The orthometric height has not been validated since last determined
 AU2810 ** by differential leveling and should not be used for control purposes.
 AU2810 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2810 ** area with valid NAVD 88 orthometric heights.
 AU2810 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2810 ** epoch indicated which incorporates improved geoid heights for the
 AU2810 ** Southern Louisiana Subsidence area.
 AU2810 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2810
 AU2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2810
 AU2810.The geoid height was determined by GEOID03.
 AU2810
 AU2810;                    North         East     Units Scale Factor Converg.
 AU2810;SPC LA S     -   161,393.515 1,107,465.247   MT  0.99992612   +0 33 24.1
 AU2810;SPC LA S     -   529,505.22  3,633,408.90   sFT  0.99992612   +0 33 24.1
 AU2810;UTM  15      - 3,316,643.584   768,309.591   MT  1.00048830   +1 23 19.6
 AU2810
 AU2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2810!SPC LA S     -   1.00000293  x   0.99992612  =   0.99992905
 AU2810!UTM  15      -   1.00000293  x   1.00048830  =   1.00049123
 AU2810
 AU2810|---------------------------------------------------------------------|
 AU2810| PID    Reference Object                     Distance      Geod. Az  |
 AU2810|                                                           dddmmss.s |
 AU2810| AU2809 MARIE LDH 1972 RM 1                   8.828 METERS 01612     |
 AU2810| AU2778 HARAHAN CROSS S BANK HIGH TWR       APPROX. 4.7 KM 1224416.9 |
 AU2810| DD7406 MARIE AZ MK                                        1581938.1 |
 AU2810| DD7407 MARIE RM 2                           11.313 METERS 16115     |
 AU2810|---------------------------------------------------------------------|
 AU2810
 AU2810                          SUPERSEDED SURVEY CONTROL
 AU2810
 AU2810  NAD 83(1986)-  29 57 04.79711(N)    090 13 11.95809(W) AD(       ) 2
 AU2810  NAD 27      -  29 57 04.06106(N)    090 13 11.68356(W) AD(       ) 2
 AU2810  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 AU2810
 AU2810.Superseded values are not recommended for survey control.
 AU2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2810.See file dsdata.txt to determine how the superseded data were derived.
 AU2810
 AU2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6831016644(NAD 83)
 AU2810_MARKER: DD = SURVEY DISK
 AU2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2810
 AU2810  HISTORY     - Date     Condition        Report By
 AU2810  HISTORY     - 1972     MONUMENTED       LADH
 AU2810  HISTORY     - 1974     GOOD             NGS
 AU2810
 AU2810                          STATION DESCRIPTION
 AU2810
 AU2810'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2810'THE STATION IS LOCATED 3 MILES SOUTHEAST OF KENNER, 6 MILES NORTHWEST
 AU2810'OF WESTWEGO AND 4 MILES SOUTHWEST OF METAIRIE, IN THE SOUTHWEST
 AU2810'QUARTER OF SECTION 37, T13S, R10E, AND ON THE PROPERTY OWNED BY
 AU2810'JEFFERSON PARISH LEVEE BD.
 AU2810'
 AU2810'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 61 (AIRLINE
 AU2810'HIGHWAY) AND WILLIAMS BOULEVARD IN KENNER, TURN RIGHT ON WILLIAMS
 AU2810'BOULEVARD AND GO SOUTHWEST FOR 0.5 MILE TO THE JUNCTION WITH STATE
 AU2810'HIGHWAY 48 (JEFFERSON HIGHWAY), TURN LEFT ON HIGHWAY 48 AND GO
 AU2810'SOUTHEAST FOR 2.5 MILES TO ITS JUNCTION WITH GARDEN STREET, TURN
 AU2810'RIGHT ON GARDEN STREET AND GO 0.4 MILE TO THE END OF THE STREET AND
 AU2810'THE MISSISSIPPI RIVER LEVEE, GO WEST ON THE LEVEE AND TURN LEFT
 AU2810'AND FOLLOW THE LEVEE SOUTHEAST FOR 0.2 MILE TO THE STATION ON THE
 AU2810'LEFT.
 AU2810'
 AU2810'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHEAST ALONG THE
 AU2810'MISSISSIPPI RIVER LEVEE FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT
 AU2810'AND WEST OF THE CENTER OF THE LEVEE NEAR A HORSE PEN ON THE LEFT.
 AU2810'
 AU2810'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2810'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2810'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER BOX THAT IS 12
 AU2810'INCHES BELOW THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE
 AU2810'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 AU2810'GROUND SURFACE.  THEY ARE STAMPED MARIE 1972.  THE MARK IS
 AU2810'APPROXIMATELY 250 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE, 86
 AU2810'FEET EAST OF THE EDGE OF A WOOD LINE, 9 FEET WEST OF THE CENTER OF
 AU2810'THE LEVEE, AND IS ON A PROJECTION OF CITRUS ROAD FROM THE EAST.
 AU2810'
 AU2810'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2810'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2810'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2810'STAMPED MARIE R. M. 1 1972.  IT IS 260 FEET NORTH OF A FENCE, 88
 AU2810'FEET WEST OF A WOODS LINE, AND 8 FEET EAST OF THE CENTER OF THE
 AU2810'LEVEE.
 AU2810'
 AU2810'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2810'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2810'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2810'STAMPED MARIE R. M. 2 1972.  IT IS 240 FEET NORTH OF A FENCE, 86
 AU2810'FEET EAST OF A WOODS LINE, AND 9 FEET WEST OF THE CENTER OF THE
 AU2810'LEVEE.
 AU2810'
 AU2810'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2810'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2810'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2810'STAMPED MARIE AZ. MK. 1972.  IT IS 115 FEET SOUTH OF A CHAIN LINK
 AU2810'FENCE, 86 FEET EAST OF A WOODS LINE, 16 FEET WEST OF A FENCE
 AU2810'AROUND A HORSE PEN, 6 FEET WEST OF THE CENTER OF THE LEVEE.
 AU2810'
 AU2810'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2810
 AU2810                          STATION RECOVERY (1974)
 AU2810
 AU2810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 AU2810'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2810'CONDITION. THE STATION MARK IS 271.2 FEET SE OF LEVEE SIGN POST 6230
 AU2810'AND 9 FEET W OF THE CENTER OF THE LEVEE.  REFERENCE MARK 1 IS 28.96
 AU2810'FEET NW OF THE STATION AND 8 FEET EAST OF THE CENTER OF THE LEVEE.
 AU2810'REFERENCE MARK 2 IS 37.12 FEET SE OF THE STATION AND 9 FEET W OF
 AU2810'THE CENTER OF THE LEVEE.  THE AZIMUTH MARK COULD NOT BE FOUND.  IT
 AU2810'MAY STILL BE THERE BUT ALL REFERENCE DISTANCES ARE GONE AND THE
 AU2810'ORIGINAL DESCRIPTION SEEMS TO BE IN ERROR.
 AU2810'
 AU2810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SE OF
 AU2810'KENNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2922 ***********************************************************************
 CQ2922  DESIGNATION -  MARILYN
 CQ2922  PID         -  CQ2922
 CQ2922  STATE/COUNTY-  LA/LINCOLN
 CQ2922  USGS QUAD   -  RUSTON WEST (1994)
 CQ2922
 CQ2922                         *CURRENT SURVEY CONTROL
 CQ2922  ___________________________________________________________________
 CQ2922* NAD 83(1992)-  32 30 34.48601(N)    092 43 31.11976(W)     ADJUSTED  
 CQ2922* NAVD 88     -       100.3    (meters)     329.     (feet)  VERTCON   
 CQ2922  ___________________________________________________________________
 CQ2922  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CQ2922  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2922
 CQ2922  HORZ ORDER  -  SECOND
 CQ2922
 CQ2922.The horizontal coordinates were established by classical geodetic methods
 CQ2922.and adjusted by the National Geodetic Survey in January 1993..
 CQ2922
 CQ2922.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2922
 CQ2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2922
 CQ2922.The geoid height was determined by GEOID03.
 CQ2922
 CQ2922;                    North         East     Units Scale Factor Converg.
 CQ2922;SPC LA N     -   222,838.693   978,828.937   MT  0.99996795   -0 07 08.8
 CQ2922;SPC LA N     -   731,096.61  3,211,374.60   sFT  0.99996795   -0 07 08.8
 CQ2922;UTM  15      - 3,596,954.248   525,801.359   MT  0.99960821   +0 08 51.5
 CQ2922
 CQ2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2922!SPC LA N     -   0.99998828  x   0.99996795  =   0.99995623
 CQ2922!UTM  15      -   0.99998828  x   0.99960821  =   0.99959650
 CQ2922
 CQ2922|---------------------------------------------------------------------|
 CQ2922| PID    Reference Object                     Distance      Geod. Az  |
 CQ2922|                                                           dddmmss.s |
 CQ2922| CQ2921 MARILYN LADH RM 1 1971                8.447 METERS 16025     |
 CQ2922| CY4969 MARILYN AZ MK                                      1795818.1 |
 CQ2922| CY4971 MARILYN RM 2                         19.970 METERS 27745     |
 CQ2922|---------------------------------------------------------------------|
 CQ2922
 CQ2922                          SUPERSEDED SURVEY CONTROL
 CQ2922
 CQ2922  NAD 83(1986)-  32 30 34.49917(N)    092 43 31.11067(W) AD(       ) 2
 CQ2922  NAD 27      -  32 30 33.95704(N)    092 43 30.56464(W) AD(       ) 2
 CQ2922  NGVD 29 (07/19/86)  100.4    (m)          329.     (f) VERT ANG       
 CQ2922
 CQ2922.Superseded values are not recommended for survey control.
 CQ2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2922.See file dsdata.txt to determine how the superseded data were derived.
 CQ2922
 CQ2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2580196954(NAD 83)
 CQ2922_MARKER: DD = SURVEY DISK
 CQ2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2922
 CQ2922  HISTORY     - Date     Condition        Report By
 CQ2922  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2922
 CQ2922                          STATION DESCRIPTION
 CQ2922
 CQ2922'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2922'THE STATION IS LOCATED 5 MILES WEST OF RUSTON, 4 MILES SOUTHEAST
 CQ2922'OF SIMSBORO AND 1 MILE SOUTHWEST OF GRAMBLING, IN THE NORTHWEST
 CQ2922'1/4 OF SECTION 31, T18N, R3W, AND ON THE PROPERTY OWNED BY
 CQ2922'W. H. WALDRON, ADDRESS ROUTE 2, RUSTON, LOUISIANA, TELEPHONE
 CQ2922'247-3785.
 CQ2922'
 CQ2922'TO REACH THE STATION FROM THE COURTHOUSE IN RUSTON (ON
 CQ2922'U.S. HIGHWAY 167) GO SOUTH ON U.S. HIGHWAY 167 FOR 0.2 MILE TO
 CQ2922'THE INTERSECTION WITH U.S. HIGHWAY 80, TURN RIGHT AND GO WEST
 CQ2922'ALONG U.S. HIGHWAY 80 FOR 5.5 MILES TO THE STATION WHICH IS SET
 CQ2922'ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR A GAS METER AND A
 CQ2922'LARGE PINE TREE.
 CQ2922'
 CQ2922'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ALONG
 CQ2922'U.S. HIGHWAY 80 FOR 0.5 MILE TO THE INTERSECTION WITH STATE
 CQ2922'HIGHWAY 149 AND 3005, TURN RIGHT ON HIGHWAY 3005 AND GO SOUTH
 CQ2922'AND WEST FOR 0.6 MILE TO PARISH ROAD NO. 133 ON THE LEFT, TURN
 CQ2922'LEFT ON 133 AND GO SOUTH FOR 0.57 MILE TO THE MARK WHICH IS SET
 CQ2922'ON THE RIGHT.
 CQ2922'
 CQ2922'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2922'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2922'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2922'GROUND.  THE SUBSURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2922'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2922'SURFACE.  THEY ARE STAMPED MARILYN 1971.  THE MARK IS 50 FEET
 CQ2922'NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAY 80, 32.5 FEET
 CQ2922'NORTHWEST OF A METAL WITNESS POST AND SIGN, 32 FEET NORTHWEST
 CQ2922'OF TELEPHONE POLE NUMBER 9, 25 FEET WEST-SOUTHWEST OF A 20 INCH
 CQ2922'PINE TREE, AND 13 FEET NORTH OF A GAS METER.
 CQ2922'
 CQ2922'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2922'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2922'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2922'GROUND.  IT IS STAMPED MARILYN R.M. 1 1971.  IT IS 37 FEET
 CQ2922'SOUTH-SOUTHWEST OF A 20 INCH PINE TREE, 31 FEET WEST OF A FENCE
 CQ2922'CORNER, 30 FEET NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 CQ2922'80, 14 FEET SOUTHEAST OF A GAS METER, AND 13 FEET WEST-SOUTHWEST
 CQ2922'OF TELEPHONE POLE NUMBER 9.
 CQ2922'
 CQ2922'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2922'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2922'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2922'GROUND.  IT IS STAMPED MARILYN R.M. 2 1971.  IT IS 58 FEET
 CQ2922'SOUTHEAST OF A 30 INCH SWEET GUM TREE, 44 FEET SOUTH-SOUTHEAST
 CQ2922'OF A 12 INCH PINE TREE, 33 FEET NORTH OF THE CENTER OF U.S.
 CQ2922'HIGHWAY 80, 28 FEET SOUTHWEST OF A 10 INCH OAK TREE, AND 22 FEET
 CQ2922'SOUTH-SOUTHWEST OF AN 8 INCH OAK TREE.
 CQ2922'
 CQ2922'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2922'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2922'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2922'IS STAMPED MARILYN AZ. MK. 1971.  IT IS 175 FEET SOUTH-SOUTHEAST
 CQ2922'OF A FENCE CORNER, 64 FEET SOUTHEAST OF A 12 INCH PINE TREE, 30
 CQ2922'FEET NORTH-NORTHEAST OF A 6 INCH PINE TREE, 25 FEET WEST OF THE
 CQ2922'CENTER OF PARISH ROAD NUMBER 133, AND 2 FEET SOUTH OF A METAL
 CQ2922'WITNESS POST AND SIGN.
 CQ2922'
 CQ2922'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0705 ***********************************************************************
 AV0705  DESIGNATION -  MARINE GAS LINE LIGHT A
 AV0705  PID         -  AV0705
 AV0705  STATE/COUNTY-  LA/VERMILION
 AV0705  USGS QUAD   -  
 AV0705
 AV0705                         *CURRENT SURVEY CONTROL
 AV0705  ___________________________________________________________________
 AV0705* NAD 83(1992)-  29 29 43.27490(N)    092 32 29.99755(W)     ADJUSTED  
 AV0705* NAVD 88     -                                                        
 AV0705  **This station is located in a subsidence area (see below).
 AV0705  ___________________________________________________________________
 AV0705  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AV0705  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AV0705
 AV0705  HORZ ORDER  -  THIRD
 AV0705
 AV0705.The horizontal coordinates were established by classical geodetic methods
 AV0705.and adjusted by the National Geodetic Survey in January 1993..
 AV0705
 AV0705 ** The orthometric height has not been validated since last determined
 AV0705 ** by differential leveling and should not be used for control purposes.
 AV0705 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0705 ** area with valid NAVD 88 orthometric heights.
 AV0705 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0705 ** epoch indicated which incorporates improved geoid heights for the
 AV0705 ** Southern Louisiana Subsidence area.
 AV0705 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0705
 AV0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0705
 AV0705.The geoid height was determined by GEOID03.
 AV0705
 AV0705;                    North         East     Units Scale Factor Converg.
 AV0705;SPC LA S     -   110,948.520   882,833.466   MT  0.99996440   -0 36 15.1
 AV0705;SPC LA S     -   364,003.60  2,896,429.46   sFT  0.99996440   -0 36 15.1
 AV0705;UTM  15      - 3,262,956.131   544,427.443   MT  0.99962435   +0 13 32.4
 AV0705
 AV0705                          SUPERSEDED SURVEY CONTROL
 AV0705
 AV0705  NAD 83(1986)-  29 29 43.29532(N)    092 32 29.97759(W) AD(       ) 4
 AV0705  NAD 27      -  29 29 42.48500(N)    092 32 29.47100(W) AD(       ) 3
 AV0705
 AV0705.Superseded values are not recommended for survey control.
 AV0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0705.See file dsdata.txt to determine how the superseded data were derived.
 AV0705
 AV0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4442762956(NAD 83)
 AV0705
 AV0705  HISTORY     - Date     Condition        Report By
 AV0705  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0705
 AV0705                          STATION DESCRIPTION
 AV0705
 AV0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0705'THE STATION IS THE TOP AND CENTER OF A FLASHING WHITE LIGHT
 AV0705'WHICH IS MOUNTED ON THE DECK OF A SMALL PLATFORM THAT RISES ABOUT
 AV0705'20 FEET ABOVE THE LEVEL OF THE SEA.  IT IS LOCATED IN THE GULF
 AV0705'OF MEXICO, ABOUT 12-1/2 MILES SOUTH SOUTHWEST OF PECAN ISLAND,
 AV0705'ABOUT 5-1/2 MILES SOUTH OF THE NEAREST POINT OF LAND AND 2-1/2
 AV0705'MILES NORTH NORTHWEST OF THE PURE OIL COMPANY PLATFORM
 AV0705'ROLLOVER-A.
 AV0705'
 AV0705'THE STATION LIGHT, PLATFORM AND MARINE GAS LINE ARE OWNED AND
 AV0705'OPERATED BY THE PURE OIL COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0734 ***********************************************************************
 AV0734  DESIGNATION -  MARINE GAS LINE LIGHT B
 AV0734  PID         -  AV0734
 AV0734  STATE/COUNTY-  LA/VERMILION
 AV0734  USGS QUAD   -  ROLLOVER LAKE (1979)
 AV0734
 AV0734                         *CURRENT SURVEY CONTROL
 AV0734  ___________________________________________________________________
 AV0734* NAD 83(1992)-  29 31 55.09774(N)    092 32 38.12719(W)     ADJUSTED  
 AV0734* NAVD 88     -                                                        
 AV0734  **This station is located in a subsidence area (see below).
 AV0734  ___________________________________________________________________
 AV0734  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AV0734  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AV0734
 AV0734  HORZ ORDER  -  THIRD
 AV0734
 AV0734.The horizontal coordinates were established by classical geodetic methods
 AV0734.and adjusted by the National Geodetic Survey in January 1993..
 AV0734
 AV0734 ** The orthometric height has not been validated since last determined
 AV0734 ** by differential leveling and should not be used for control purposes.
 AV0734 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0734 ** area with valid NAVD 88 orthometric heights.
 AV0734 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0734 ** epoch indicated which incorporates improved geoid heights for the
 AV0734 ** Southern Louisiana Subsidence area.
 AV0734 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0734
 AV0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0734
 AV0734.The geoid height was determined by GEOID03.
 AV0734
 AV0734;                    North         East     Units Scale Factor Converg.
 AV0734;SPC LA S     -   115,009.285   882,657.382   MT  0.99995900   -0 36 19.1
 AV0734;SPC LA S     -   377,326.30  2,895,851.76   sFT  0.99995900   -0 36 19.1
 AV0734;UTM  15      - 3,267,012.550   544,192.634   MT  0.99962410   +0 13 29.3
 AV0734
 AV0734                          SUPERSEDED SURVEY CONTROL
 AV0734
 AV0734  NAD 83(1986)-  29 31 55.11762(N)    092 32 38.10692(W) AD(       ) 4
 AV0734  NAD 27      -  29 31 54.31200(N)    092 32 37.60200(W) AD(       ) 3
 AV0734
 AV0734.Superseded values are not recommended for survey control.
 AV0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0734.See file dsdata.txt to determine how the superseded data were derived.
 AV0734
 AV0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4419367013(NAD 83)
 AV0734
 AV0734  HISTORY     - Date     Condition        Report By
 AV0734  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0734
 AV0734                          STATION DESCRIPTION
 AV0734
 AV0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0734'STATION IS THE QUICK FLASHING LIGHT MOUNTED ON THE TOP OF
 AV0734'A SMALL PLATFORM PROJECTING FROM THE GULF OF MEXICO, ABOUT
 AV0734'2.5 MILES SOUTH OF THE NEAREST SHORE-LINE, 5.5 MILES
 AV0734'NORTH-NORTHWEST OF THE PURE OIL COMPANY PLATFORM ROLLOVER A AND
 AV0734'10.0 MILES SOUTHWEST OF PECAN ISLAND.
 AV0734'
 AV0734'THE STATION LIGHT, PLATFORM AND MARINE GAS LINE ARE OWNED
 AV0734'AND OPERATED BY THE PURE OIL COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5110 ***********************************************************************
 BJ5110  DESIGNATION -  MARINGOUIN
 BJ5110  PID         -  BJ5110
 BJ5110  STATE/COUNTY-  LA/IBERVILLE
 BJ5110  USGS QUAD   -  GROSSE TETE SW (1992)
 BJ5110
 BJ5110                         *CURRENT SURVEY CONTROL
 BJ5110  ___________________________________________________________________
 BJ5110* NAD 83(1992)-  30 16 16.33287(N)    091 28 20.36448(W)     ADJUSTED  
 BJ5110* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BJ5110  ___________________________________________________________________
 BJ5110  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ5110  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ5110
 BJ5110  HORZ ORDER  -  FIRST
 BJ5110
 BJ5110.The horizontal coordinates were established by classical geodetic methods
 BJ5110.and adjusted by the National Geodetic Survey in January 1993..
 BJ5110
 BJ5110.The orthometric height was scaled from a topographic map.
 BJ5110
 BJ5110.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5110
 BJ5110.The geoid height was determined by GEOID03.
 BJ5110
 BJ5110;                    North         East     Units Scale Factor Converg.
 BJ5110;SPC LA S     -   196,336.601   986,626.822   MT  0.99993683   -0 04 10.2
 BJ5110;SPC LA S     -   644,147.67  3,236,958.17   sFT  0.99993683   -0 04 10.2
 BJ5110;UTM  15      - 3,349,825.206   646,947.212   MT  0.99986640   +0 46 12.8
 BJ5110
 BJ5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5110!SPC LA S     -   1.00000382  x   0.99993683  =   0.99994065
 BJ5110!UTM  15      -   1.00000382  x   0.99986640  =   0.99987022
 BJ5110
 BJ5110:                Primary Azimuth Mark                     Grid Az
 BJ5110:SPC LA S     -  BATON ROUGE STATE CAPITOL CUP            053 02 56.0
 BJ5110:UTM  15      -  BATON ROUGE STATE CAPITOL CUP            052 12 33.0
 BJ5110
 BJ5110|---------------------------------------------------------------------|
 BJ5110| PID    Reference Object                     Distance      Geod. Az  |
 BJ5110|                                                           dddmmss.s |
 BJ5110| BJ5020 BATON ROUGE STATE CAPITOL CUP       APPROX.34.3 KM 0525845.8 |
 BJ5110| CW2071 MARINGOUIN RM 1                      41.051 METERS 11807     |
 BJ5110| CW2070 MARINGOUIN AZ MK                                   1235244.9 |
 BJ5110| CW2072 MARINGOUIN RM 2                     103.750 METERS 32843     |
 BJ5110|---------------------------------------------------------------------|
 BJ5110
 BJ5110                          SUPERSEDED SURVEY CONTROL
 BJ5110
 BJ5110  NAD 83(1986)-  30 16 16.35195(N)    091 28 20.36102(W) AD(       ) 1
 BJ5110  NAD 27      -  30 16 15.64358(N)    091 28 19.96067(W) AD(       ) 1
 BJ5110
 BJ5110.Superseded values are not recommended for survey control.
 BJ5110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5110.See file dsdata.txt to determine how the superseded data were derived.
 BJ5110
 BJ5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4694749825(NAD 83)
 BJ5110_MARKER: DS = TRIANGULATION STATION DISK
 BJ5110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ5110_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BJ5110
 BJ5110  HISTORY     - Date     Condition        Report By
 BJ5110  HISTORY     - 1935     MONUMENTED       CGS
 BJ5110  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5110
 BJ5110                          STATION DESCRIPTION
 BJ5110
 BJ5110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5110'ABOUT 15 MILES W OF PLAQUEMINE, ABOUT 5-1/4 MILES NW OF THE
 BJ5110'LEVEE BLOCK ON THE UPPER GRAND RIVER, ABOUT 2 MILES SE OF
 BJ5110'THE JUNCTION OF BAYOU MARINGOUIN WITH THE RAMAH CANAL, ON
 BJ5110'THE E PROTECTION LEVEE OF THE ATCHAFALAYA RIVER BASIN AT A
 BJ5110'POINT WHERE BAYOU MARINGOUIN TOUCHES THE LEVEE, 12 FEET NW
 BJ5110'OF LEVEE STATION NO. 252, AND IN THE SW END OF BLOCK 16, T 9 S,
 BJ5110'R 10 E.
 BJ5110'
 BJ5110'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5110'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5110'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 BJ5110'INTO THE MARSH.  THE MARK PROJECTS 8 INCHES ABOVE THE SURFACE.
 BJ5110'
 BJ5110'REFERENCE MARK NO. 1 A STANDARD BRONZE DISK SET IN THE TOP
 BJ5110'OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE UPPER
 BJ5110'END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH, AND PROJECTS
 BJ5110'8 INCHES IS ON THE NE SLOPE OF THE LEVEE, 230.04 FEET (70.12
 BJ5110'METERS) SE OF REFERENCE MARK NO. 2, AND 134.68 FEET (41.05
 BJ5110'METERS) FROM THE STATION S 61 DEG 53 MIN E.
 BJ5110'
 BJ5110'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET
 BJ5110'IN CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5110'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 BJ5110'THE MARSH, AND PROJECTS 8 INCHES IS ON THE NE SLOPE OF THE LEVEE,
 BJ5110'32 FEET NNE OF LEVEE STATION NO. 253, AND 103.75 FEET (31.62
 BJ5110'METERS) FROM THE STATION N 31 DEG 18 MIN W.
 BJ5110'
 BJ5110'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5110'AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO
 BJ5110'THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH,
 BJ5110'AND PROJECTS 12 INCHES.  IS ON THE NE SLOPE OF THE LEVEE,
 BJ5110'53 FEET E OF LEVEE STATION NO. 235, AND APPROXIMATELY 1,700
 BJ5110'FEET FROM THE STATION S 56 DEG 07 MIN E.
 BJ5110
 BJ5110                          STATION RECOVERY (1957)
 BJ5110
 BJ5110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5110'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE NOT
 BJ5110'RECOVERED AFTER A THOROUGH SEARCH OF THE AREA.  THE LEVEE
 BJ5110'THROUGH THIS SECTION HAS BEEN RAISED APPROXIMATELY SIX FEET
 BJ5110'SINCE THE STATION WAS ESTABLISHED.  THE MARKS WERE EITHER
 BJ5110'DESTROYED DURING THIS CONSTRUCTION OR ARE BURIED.  THE PUBLISHED
 BJ5110'DESCRIPTION IS INADEQUATE FOR PRESENT DAY RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5112 ***********************************************************************
 BJ5112  DESIGNATION -  MARINGOUIN MUNICIPAL TANK
 BJ5112  PID         -  BJ5112
 BJ5112  STATE/COUNTY-  LA/IBERVILLE
 BJ5112  USGS QUAD   -  MARINGOUIN (1992)
 BJ5112
 BJ5112                         *CURRENT SURVEY CONTROL
 BJ5112  ___________________________________________________________________
 BJ5112* NAD 83(1992)-  30 29 20.24732(N)    091 31 12.05183(W)     ADJUSTED  
 BJ5112* NAVD 88     -                                                        
 BJ5112  ___________________________________________________________________
 BJ5112  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ5112  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5112
 BJ5112  HORZ ORDER  -  THIRD
 BJ5112
 BJ5112.The horizontal coordinates were established by classical geodetic methods
 BJ5112.and adjusted by the National Geodetic Survey in January 1993..
 BJ5112
 BJ5112
 BJ5112.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5112
 BJ5112.The geoid height was determined by GEOID03.
 BJ5112
 BJ5112;                    North         East     Units Scale Factor Converg.
 BJ5112;SPC LA S     -   220,481.803   982,077.485   MT  0.99996191   -0 05 36.0
 BJ5112;SPC LA S     -   723,364.05  3,222,032.55   sFT  0.99996191   -0 05 36.0
 BJ5112;UTM  15      - 3,373,898.761   642,043.961   MT  0.99984891   +0 45 03.7
 BJ5112
 BJ5112                          SUPERSEDED SURVEY CONTROL
 BJ5112
 BJ5112  NAD 83(1986)-  30 29 20.26631(N)    091 31 12.04799(W) AD(       ) 4
 BJ5112  NAD 27      -  30 29 19.56648(N)    091 31 11.64323(W) AD(       ) 3
 BJ5112
 BJ5112.Superseded values are not recommended for survey control.
 BJ5112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5112.See file dsdata.txt to determine how the superseded data were derived.
 BJ5112
 BJ5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4204473899(NAD 83)
 BJ5112_MARKER: 53 = ELEVATED TANK
 BJ5112
 BJ5112  HISTORY     - Date     Condition        Report By
 BJ5112  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5112  HISTORY     - 1957     GOOD             CGS
 BJ5112  HISTORY     - 1960     GOOD             CGS
 BJ5112
 BJ5112                          STATION DESCRIPTION
 BJ5112
 BJ5112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5112'THE STATION IS THE TALL MUNICIPAL TANK IN THE VILLAGE OF
 BJ5112'MARINGOUIN, ABOUT 60 FEET E OF CENTER STREET, ABOUT 95 FEET S
 BJ5112'OF ALLEN AVENUE, IN LOT 4, BLOCK E WHICH IS BOUNDED ON THE E
 BJ5112'BY LOT 2, BLOCK E WHICH IN TURN IS BOUNDED ON THE E SIDE BY
 BJ5112'THE TEXAS AND PACIFIC RAILROAD.  THE TANK, ERECTED IN 1932, HAS
 BJ5112'FOUR BLACK ANGLE LEGS ABOUT 120 FEET HIGH.  THE SILVER OVAL
 BJ5112'SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE SILVER VERTICAL
 BJ5112'SECTION IS ABOUT 25 FEET HIGH WITH A CATWALK AND RAIL AROUND
 BJ5112'ITS BASE.  THE SILVER CONICAL ROOF HAS A BALL AT ITS APEX.  THE
 BJ5112'TOTAL HEIGHT IS ABOUT 150 FEET.
 BJ5112
 BJ5112                          STATION RECOVERY (1957)
 BJ5112
 BJ5112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5112'THE TANK WAS RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 BJ5112'IS ADEQUATE AND CORRECT WITH THE FOLLOWING CORRECTION--THERE
 BJ5112'IS NO STREET WITHIN 60 FEET OF THE TANK.  TANK IS 95 FEET SE
 BJ5112'OF ALLEN AVENUE AND ABOUT 200 FEET SW OF RAILROAD AVENUE.
 BJ5112
 BJ5112                          STATION RECOVERY (1960)
 BJ5112
 BJ5112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5112'THE STATION WAS VISITED 2-6-60 AND FOUND IN GOOD CONDITION.
 BJ5112'
 BJ5112'THE STATION IS LOCATE IN THE CENTER OF THE TOWN OF MARINGOUIN,
 BJ5112'193 FEET SOUTH-SOUTHWEST OF A NORTHWEST SOUTHEAST STREET AND
 BJ5112'93 FEET SOUTH-SOUTHEAST OF A NORTHEAST-SOUTHWEST STREET,
 BJ5112'BEHIND AND SOUTH OF THE ICE HOUSE.  IT IS A FOUR LEGGED STEEL
 BJ5112'STRUCTURE SUPPORTING A TANK ON THE TOP, ABOUT 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2647 ***********************************************************************
 CQ2647  DESIGNATION -  MARION
 CQ2647  PID         -  CQ2647
 CQ2647  STATE/COUNTY-  LA/UNION
 CQ2647  USGS QUAD   -  HAILE (1988)
 CQ2647
 CQ2647                         *CURRENT SURVEY CONTROL
 CQ2647  ___________________________________________________________________
 CQ2647* NAD 83(1992)-  32 51 43.87226(N)    092 14 07.28889(W)     ADJUSTED  
 CQ2647* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 CQ2647  ___________________________________________________________________
 CQ2647  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 CQ2647  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ2647
 CQ2647  HORZ ORDER  -  FIRST
 CQ2647
 CQ2647.The horizontal coordinates were established by classical geodetic methods
 CQ2647.and adjusted by the National Geodetic Survey in September 1999..
 CQ2647
 CQ2647.The orthometric height was scaled from a topographic map.
 CQ2647
 CQ2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2647
 CQ2647.The geoid height was determined by GEOID03.
 CQ2647
 CQ2647;                    North         East     Units Scale Factor Converg.
 CQ2647;SPC LA N     -   261,950.922 1,024,771.245   MT  1.00005043   +0 08 23.7
 CQ2647;SPC LA N     -   859,417.32  3,362,103.66   sFT  1.00005043   +0 08 23.7
 CQ2647;UTM  15      - 3,636,268.166   571,541.389   MT  0.99966311   +0 24 53.7
 CQ2647
 CQ2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2647!SPC LA N     -   0.99999452  x   1.00005043  =   1.00004495
 CQ2647!UTM  15      -   0.99999452  x   0.99966311  =   0.99965764
 CQ2647
 CQ2647|---------------------------------------------------------------------|
 CQ2647| PID    Reference Object                     Distance      Geod. Az  |
 CQ2647|                                                           dddmmss.s |
 CQ2647| CY4972 MARION RM 1                          23.621 METERS 05536     |
 CQ2647| CQ2711 SUMMIT                              APPROX.13.3 KM 2023644.3 |
 CQ2647| CY4973 MARION RM 2                          23.315 METERS 33049     |
 CQ2647|---------------------------------------------------------------------|
 CQ2647
 CQ2647                          SUPERSEDED SURVEY CONTROL
 CQ2647
 CQ2647  NAD 83(1992)-  32 51 43.87884(N)    092 14 07.28763(W) AD(       ) 1
 CQ2647  NAD 83(1986)-  32 51 43.88573(N)    092 14 07.27994(W) AD(       ) 1
 CQ2647  NAD 27      -  32 51 43.41500(N)    092 14 06.77700(W) AD(       ) 1
 CQ2647
 CQ2647.Superseded values are not recommended for survey control.
 CQ2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2647.See file dsdata.txt to determine how the superseded data were derived.
 CQ2647
 CQ2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7154136268(NAD 83)
 CQ2647_MARKER: DS = TRIANGULATION STATION DISK
 CQ2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2647
 CQ2647  HISTORY     - Date     Condition        Report By
 CQ2647  HISTORY     - 1952     MONUMENTED       CGS
 CQ2647
 CQ2647                          STATION DESCRIPTION
 CQ2647
 CQ2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2647'THE STATION IS IN SECTION 26, R 2 E, T 21 N, ON THE HIGHEST
 CQ2647'POINT OF A DENSELY TIMBERED HILL, ABOUT 3 MILES NORTHEAST
 CQ2647'OF LINVILLE, 2-1/5 MILES SOUTH OF MARION, 45 FEET WEST OF
 CQ2647'THE CENTER OF A DIRT ROAD, 27 FEET WEST OF A 10-INCH BLAZED
 CQ2647'PINE AND 8 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2647'
 CQ2647'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 156
 CQ2647'AND 11 IN MARION, GO SOUTHEASTERLY ON STATE HIGHWAY 11 FOR
 CQ2647'0.2 MILE TO A T-JUNCTION ON THE RIGHT, TURN RIGHT, (SOUTH) AND
 CQ2647'FOLLOW THE MAIN DIRT ROAD FOR 1.1 MILES TO A Y-JUNCTION,
 CQ2647'CONTINUE SOUTHERLY ON THE LEFT ROAD FOR 1.15 MILES TO ANOTHER
 CQ2647'Y-JUNCTION, CONTINUE ON THE LEFT ROAD FOR 0.55 MILE TO THE
 CQ2647'MARK ON THE RIGHT AS DESCRIBED.
 CQ2647'
 CQ2647'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ2647'MARION 1952.
 CQ2647'
 CQ2647'REFERENCE MARK 1 IS 44 FEET EAST OF THE CENTER OF THE DIRT
 CQ2647'ROAD AND 41 FEET SOUTH OF THE CENTER OF A TRACK ROAD.  THE
 CQ2647'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MARION NO
 CQ2647'1 1952.
 CQ2647'
 CQ2647'REFERENCE MARK 2 IS 54 FEET WEST OF THE CENTER OF THE DIRT ROAD.
 CQ2647'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED MARION NO
 CQ2647'2 1952.
 CQ2647'
 CQ2647'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 CQ2647'
 CQ2647'HEIGHT OF LIGHT ABOVE STATION MARK 47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2648 ***********************************************************************
 CQ2648  DESIGNATION -  MARION MUNICIPAL TANK
 CQ2648  PID         -  CQ2648
 CQ2648  STATE/COUNTY-  LA/UNION
 CQ2648  USGS QUAD   -  MARION EAST (1988)
 CQ2648
 CQ2648                         *CURRENT SURVEY CONTROL
 CQ2648  ___________________________________________________________________
 CQ2648* NAD 83(1992)-  32 54 19.35208(N)    092 14 34.76058(W)     ADJUSTED  
 CQ2648* NAVD 88     -                                                        
 CQ2648  ___________________________________________________________________
 CQ2648  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CQ2648  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2648
 CQ2648  HORZ ORDER  -  THIRD
 CQ2648
 CQ2648.The horizontal coordinates were established by classical geodetic methods
 CQ2648.and adjusted by the National Geodetic Survey in September 1999..
 CQ2648
 CQ2648
 CQ2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2648
 CQ2648.The geoid height was determined by GEOID03.
 CQ2648
 CQ2648;                    North         East     Units Scale Factor Converg.
 CQ2648;SPC LA N     -   266,739.206 1,024,045.601   MT  1.00006315   +0 08 09.2
 CQ2648;SPC LA N     -   875,126.88  3,359,722.94   sFT  1.00006315   +0 08 09.2
 CQ2648;SPC AR S     -   426,504.042   377,265.184   MT  1.00011088   -0 08 09.6
 CQ2648;SPC AR S     - 1,399,288.68  1,237,744.19   sFT  1.00011088   -0 08 09.6
 CQ2648;UTM  15      - 3,641,051.024   570,793.049   MT  0.99966179   +0 24 40.6
 CQ2648
 CQ2648                          SUPERSEDED SURVEY CONTROL
 CQ2648
 CQ2648  NAD 83(1992)-  32 54 19.35850(N)    092 14 34.75562(W) AD(       ) 4
 CQ2648  NAD 83(1986)-  32 54 19.36557(N)    092 14 34.75236(W) AD(       ) 4
 CQ2648  NAD 27      -  32 54 18.90000(N)    092 14 34.25000(W) AD(       ) 3
 CQ2648
 CQ2648.Superseded values are not recommended for survey control.
 CQ2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2648.See file dsdata.txt to determine how the superseded data were derived.
 CQ2648
 CQ2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7079341051(NAD 83)
 CQ2648_MARKER: 51 = TANK
 CQ2648
 CQ2648  HISTORY     - Date     Condition        Report By
 CQ2648  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2648
 CQ2648                          STATION DESCRIPTION
 CQ2648
 CQ2648'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3049 ***********************************************************************
 AU3049  DESIGNATION -  MARKER 1
 AU3049  PID         -  AU3049
 AU3049  STATE/COUNTY-  LA/TERREBONNE
 AU3049  USGS QUAD   -  CAT ISLAND PASS (1994)
 AU3049
 AU3049                         *CURRENT SURVEY CONTROL
 AU3049  ___________________________________________________________________
 AU3049* NAD 83(1992)-  29 05 24.37054(N)    090 30 16.38076(W)     ADJUSTED  
 AU3049* NAVD 88     -                                                        
 AU3049  **This station is located in a subsidence area (see below).
 AU3049  ___________________________________________________________________
 AU3049  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU3049  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AU3049
 AU3049  HORZ ORDER  -  THIRD
 AU3049
 AU3049.The horizontal coordinates were established by classical geodetic methods
 AU3049.and adjusted by the National Geodetic Survey in January 1993..
 AU3049
 AU3049 ** The orthometric height has not been validated since last determined
 AU3049 ** by differential leveling and should not be used for control purposes.
 AU3049 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3049 ** area with valid NAVD 88 orthometric heights.
 AU3049 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3049 ** epoch indicated which incorporates improved geoid heights for the
 AU3049 ** Southern Louisiana Subsidence area.
 AU3049 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3049
 AU3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3049
 AU3049.The geoid height was determined by GEOID03.
 AU3049
 AU3049;                    North         East     Units Scale Factor Converg.
 AU3049;SPC LA S     -    65,704.102 1,080,689.005   MT  1.00005105   +0 24 51.8
 AU3049;SPC LA S     -   215,564.21  3,545,560.51   sFT  1.00005105   +0 24 51.8
 AU3049;UTM  15      - 3,220,540.936   742,886.335   MT  1.00032804   +1 12 49.8
 AU3049
 AU3049                          SUPERSEDED SURVEY CONTROL
 AU3049
 AU3049  NAD 83(1986)-  29 05 24.38899(N)    090 30 16.39248(W) AD(       ) 4
 AU3049  NAD 27      -  29 05 23.55000(N)    090 30 16.07000(W) AD(       ) 3
 AU3049
 AU3049.Superseded values are not recommended for survey control.
 AU3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3049.See file dsdata.txt to determine how the superseded data were derived.
 AU3049
 AU3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4288620541(NAD 83)
 AU3049_MARKER: 11 = PILING
 AU3049
 AU3049  HISTORY     - Date     Condition        Report By
 AU3049  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU3049
 AU3049                          STATION DESCRIPTION
 AU3049
 AU3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3049'STATION IS LOCATED NEAR THE SE CORNER OF TERREBONNE BAY,
 AU3049'APPROXIMATELY 1 MILE N OF THE W END OF TIMBALIER ISLAND,
 AU3049'AND APPROXIMATELY 0.75 MILE W OF THE W END OF CAILLOU ISLAND.
 AU3049'
 AU3049'A SINGLE PILE SUPPORTING AN ABANDONED LIGHT WHICH MARKED
 AU3049'A FORMER CHANNEL AROUND CAILLOU ISLAND AND INTO THE TEXAS
 AU3049'CO. CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2574 ***********************************************************************
 BX2574  DESIGNATION -  MARKSVILLE CABLE TV MAST
 BX2574  PID         -  BX2574
 BX2574  STATE/COUNTY-  LA/AVOYELLES
 BX2574  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2574
 BX2574                         *CURRENT SURVEY CONTROL
 BX2574  ___________________________________________________________________
 BX2574* NAD 83(1992)-  31 08 09.08826(N)    092 03 59.13841(W)     ADJUSTED  
 BX2574* NAVD 88     -                                                        
 BX2574  ___________________________________________________________________
 BX2574  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BX2574  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX2574
 BX2574  HORZ ORDER  -  THIRD
 BX2574
 BX2574.The horizontal coordinates were established by classical geodetic methods
 BX2574.and adjusted by the National Geodetic Survey in January 1993..
 BX2574
 BX2574
 BX2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2574
 BX2574.The geoid height was determined by GEOID03.
 BX2574
 BX2574;                    North         East     Units Scale Factor Converg.
 BX2574;SPC LA N     -    70,585.170 1,041,349.400   MT  1.00000713   +0 13 45.2
 BX2574;SPC LA N     -   231,578.18  3,416,493.82   sFT  1.00000713   +0 13 45.2
 BX2574;UTM  15      - 3,445,033.490   588,999.747   MT  0.99969770   +0 28 57.9
 BX2574
 BX2574                          SUPERSEDED SURVEY CONTROL
 BX2574
 BX2574  NAD 83(1986)-  31 08 09.10762(N)    092 03 59.13382(W) AD(       ) 4
 BX2574  NAD 27      -  31 08 08.43206(N)    092 03 58.68688(W) AD(       ) 3
 BX2574
 BX2574.Superseded values are not recommended for survey control.
 BX2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2574.See file dsdata.txt to determine how the superseded data were derived.
 BX2574
 BX2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8900045033(NAD 83)
 BX2574_MARKER: 42 = RADIO/TV MAST
 BX2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2574+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX2574
 BX2574  HISTORY     - Date     Condition        Report By
 BX2574  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2574  HISTORY     - 20040204 GOOD             USPSQD
 BX2574
 BX2574                          STATION DESCRIPTION
 BX2574
 BX2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2574'THE STATION IF THE FLASHING RED LIGHT AT THE TOP OF THE MAST.  IT
 BX2574'IS A TRIANGULAR SHAPED STEEL STRUCTURE, PAINTED ALTERNATELY RED
 BX2574'AND WHITE, WITH SEVERAL DIFFERENT TYPES OF ANTENNAE ON IT WITH
 BX2574'AN OVERALL HEIGHT OF 300 FEET.
 BX2574'
 BX2574'IT IS LOCATED ON THE GROUNDS OF THE MARKSVILLE CABLE TELEVISION
 BX2574'COMPANY ABOUT 3/4 MILE NORTHWEST OF MARKSVILLE.
 BX2574'
 BX2574'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BX2574'115 AT THE COURTHOUSE SQUARE IN MARKSVILLE GO NORTHERLY ON
 BX2574'STATE HIGHWAY 115 FOR 0.8 MILE TO CROSSROAD.  TURN LEFT ON GRADED
 BX2574'ROAD FOR 0.2 MILE TO A GATE ON THE LEFT.  TURN LEFT THROUGH GATE
 BX2574'FOR 0.1 MILE TO THE MAST.
 BX2574
 BX2574                          STATION RECOVERY (2004)
 BX2574
 BX2574'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX2574'LARGE SIGN ON BUILDING AT THE BASE OF THE TOWER READS
 BX2574'CHARTER COMMUNICATIONS. ALL OTHER DIRECTIONS ARE SUFFICIENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2572 ***********************************************************************
 BX2572  DESIGNATION -  MARKSVILLE MUNICIPAL TANK
 BX2572  PID         -  BX2572
 BX2572  STATE/COUNTY-  LA/AVOYELLES
 BX2572  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2572
 BX2572                         *CURRENT SURVEY CONTROL
 BX2572  ___________________________________________________________________
 BX2572* NAD 83(1992)-  31 07 31.29019(N)    092 03 56.79386(W)     ADJUSTED  
 BX2572* NAVD 88     -                                                        
 BX2572  ___________________________________________________________________
 BX2572  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BX2572  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX2572
 BX2572  HORZ ORDER  -  THIRD
 BX2572
 BX2572.The horizontal coordinates were established by classical geodetic methods
 BX2572.and adjusted by the National Geodetic Survey in January 1993..
 BX2572
 BX2572
 BX2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2572
 BX2572.The geoid height was determined by GEOID03.
 BX2572
 BX2572;                    North         East     Units Scale Factor Converg.
 BX2572;SPC LA N     -    69,421.325 1,041,416.175   MT  1.00000962   +0 13 46.5
 BX2572;SPC LA N     -   227,759.80  3,416,712.90   sFT  1.00000962   +0 13 46.5
 BX2572;UTM  15      - 3,443,870.313   589,071.647   MT  0.99969786   +0 28 58.6
 BX2572
 BX2572                          SUPERSEDED SURVEY CONTROL
 BX2572
 BX2572  NAD 83(1986)-  31 07 31.30949(N)    092 03 56.78926(W) AD(       ) 4
 BX2572  NAD 27      -  31 07 30.63600(N)    092 03 56.34371(W) AD(       ) 3
 BX2572
 BX2572.Superseded values are not recommended for survey control.
 BX2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2572.See file dsdata.txt to determine how the superseded data were derived.
 BX2572
 BX2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8907243870(NAD 83)
 BX2572_MARKER: 53 = ELEVATED TANK
 BX2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2572+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX2572
 BX2572  HISTORY     - Date     Condition        Report By
 BX2572  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2572  HISTORY     - 1959     GOOD             CGS
 BX2572  HISTORY     - 20040204 GOOD             USPSQD
 BX2572
 BX2572                          STATION DESCRIPTION
 BX2572
 BX2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2572'STATION IS IN THE NE PART OF THE TOWN OF MARKSVILLE ABOUT
 BX2572'30 YARDS N OF BAURETIA STREET, ABOUT 70 YARDS E OF WASHINGTON
 BX2572'STREET AND ABOUT 30 YARDS S OF CAPELLE STREET.
 BX2572'
 BX2572'IT IS A STEEL TANK OWNED BY THE LOUISIANA POWER AND LIGHT
 BX2572'COMPANY.  IT HAS A CONICAL ROOF WITH A BALL AT THE APEX.
 BX2572'IT IS SUPPORTED BY A FOUR-LEGGED TRUSSWORK, PAINTED ALUMINUM,
 BX2572'HAS A CAPACITY OF 55,000 GALLONS AND IS ABOUT 150 FEET HIGH
 BX2572'OVER ALL.
 BX2572
 BX2572                          STATION RECOVERY (1959)
 BX2572
 BX2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2572'THE STATION WAS VISITED 10-19-59 AND WAS FOUND IN GOOD CONDITION.
 BX2572'THE TANK IS LOCATED 1 BLOCK SOUTH AND 1/2 BLOCK EAST OF THE
 BX2572'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN MARKSVILLE,
 BX2572'30 YARDS NORTH OF BONTEMPT STREET, BETWEEN SOUTH WASHINGTON
 BX2572'AND SOUTH PATTON STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BX2572'SUPPORTING A TANK ON ITS TOP AND IS ABOUT 150 FEET HIGH.
 BX2572
 BX2572                          STATION RECOVERY (2004)
 BX2572
 BX2572'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX2572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2581 ***********************************************************************
 BX2581  DESIGNATION -  MARKSVILLE ST JOSEPHS CH TWR
 BX2581  PID         -  BX2581
 BX2581  STATE/COUNTY-  LA/AVOYELLES
 BX2581  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2581
 BX2581                         *CURRENT SURVEY CONTROL
 BX2581  ___________________________________________________________________
 BX2581* NAD 83(1992)-  31 07 26.62109(N)    092 04 02.35306(W)     ADJUSTED  
 BX2581* NAVD 88     -                                                        
 BX2581  ___________________________________________________________________
 BX2581  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BX2581  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX2581
 BX2581  HORZ ORDER  -  THIRD
 BX2581
 BX2581.The horizontal coordinates were established by classical geodetic methods
 BX2581.and adjusted by the National Geodetic Survey in January 1993..
 BX2581
 BX2581
 BX2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2581
 BX2581.The geoid height was determined by GEOID03.
 BX2581
 BX2581;                    North         East     Units Scale Factor Converg.
 BX2581;SPC LA N     -    69,276.938 1,041,269.462   MT  1.00000993   +0 13 43.5
 BX2581;SPC LA N     -   227,286.09  3,416,231.56   sFT  1.00000993   +0 13 43.5
 BX2581;UTM  15      - 3,443,725.324   588,925.619   MT  0.99969754   +0 28 55.7
 BX2581
 BX2581                          SUPERSEDED SURVEY CONTROL
 BX2581
 BX2581  NAD 83(1986)-  31 07 26.64028(N)    092 04 02.34844(W) AD(       ) 4
 BX2581  NAD 27      -  31 07 25.96624(N)    092 04 01.90222(W) AD(       ) 3
 BX2581
 BX2581.Superseded values are not recommended for survey control.
 BX2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2581.See file dsdata.txt to determine how the superseded data were derived.
 BX2581
 BX2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8892643725(NAD 83)
 BX2581_MARKER: 75 = BELFRY
 BX2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2581+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX2581
 BX2581  HISTORY     - Date     Condition        Report By
 BX2581  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2581  HISTORY     - 1959     GOOD             CGS
 BX2581  HISTORY     - 20040204 GOOD             USPSQD
 BX2581
 BX2581                          STATION DESCRIPTION
 BX2581
 BX2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2581'STATION IS IN THE SE PART OF THE TOWN OF MARKSVILLE.  IT
 BX2581'IS THE BELL TOWER OF ST. JOSEPHS CHURCH WHOSE FRONT FACES
 BX2581'WASHINGTON STREET.  THE CHURCH, BUILT IN 1925, IS OF RED
 BX2581'BRICK CONSTRUCTION.  THE TOWER, ALSO CONSTRUCTED OF RED BRICK,
 BX2581'RISES OVER THE NE CORNER OF THE CHURCH.  IT IS ABOUT 20
 BX2581'FEET SQUARE AND ABOUT 60 FEET HIGH WITH PYRAMIDAL ROOF AND
 BX2581'WITH A CROSS AT THE APEX.
 BX2581
 BX2581                          STATION RECOVERY (1959)
 BX2581
 BX2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2581'THE STATION WAS VISITED 10-19-59 AND WAS FOUND IN GOOD CONDITION.
 BX2581'THE 1941 DESCRIPTION IS ADEQUATE.  THE CHURCH IS AT THE
 BX2581'CORNER OF SOUTH WASHINGTON STREET AND E WADDIL STREET.
 BX2581
 BX2581                          STATION RECOVERY (2004)
 BX2581
 BX2581'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX2581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3019 ***********************************************************************
 BX3019  DESIGNATION -  MARLENE
 BX3019  PID         -  BX3019
 BX3019  STATE/COUNTY-  LA/DE SOTO
 BX3019  USGS QUAD   -  TRENTON (1995)
 BX3019
 BX3019                         *CURRENT SURVEY CONTROL
 BX3019  ___________________________________________________________________
 BX3019* NAD 83(1992)-  31 55 37.96172(N)    093 41 57.97859(W)     ADJUSTED  
 BX3019* NAVD 88     -       112.0    (meters)     367.     (feet)  VERTCON   
 BX3019  ___________________________________________________________________
 BX3019  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BX3019  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX3019
 BX3019  HORZ ORDER  -  FIRST
 BX3019
 BX3019.The horizontal coordinates were established by classical geodetic methods
 BX3019.and adjusted by the National Geodetic Survey in February 1996..
 BX3019
 BX3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3019
 BX3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3019
 BX3019.The geoid height was determined by GEOID03.
 BX3019
 BX3019;                    North         East     Units Scale Factor Converg.
 BX3019;SPC LA N     -   158,869.527   886,583.826   MT  0.99991475   -0 38 02.9
 BX3019;SPC LA N     -   521,224.44  2,908,733.77   sFT  0.99991475   -0 38 02.9
 BX3019;UTM  15      - 3,532,581.125   433,881.428   MT  0.99965391   -0 22 11.7
 BX3019
 BX3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3019!SPC LA N     -   0.99998647  x   0.99991475  =   0.99990122
 BX3019!UTM  15      -   0.99998647  x   0.99965391  =   0.99964038
 BX3019
 BX3019|---------------------------------------------------------------------|
 BX3019| PID    Reference Object                     Distance      Geod. Az  |
 BX3019|                                                           dddmmss.s |
 BX3019| CV7933 MARLENE RM 1                         24.503 METERS 07701     |
 BX3019| CV7934 MARLENE RM 2                         44.541 METERS 19515     |
 BX3019| CV7935 MARLENE RM 3                        106.522 METERS 20707     |
 BX3019| BX3051 HUNTER LOOKOUT TOWER                APPROX.14.3 KM 2704059.6 |
 BX3019| CQ2640 MAN RM 3                            APPROX.10.7 KM 3505713.5 |
 BX3019|---------------------------------------------------------------------|
 BX3019
 BX3019                          SUPERSEDED SURVEY CONTROL
 BX3019
 BX3019  NAD 83(1992)-  31 55 37.96224(N)    093 41 57.97888(W) AD(       ) 1
 BX3019  NAD 83(1986)-  31 55 37.97077(N)    093 41 57.97461(W) AD(       ) 1
 BX3019  NAD 27      -  31 55 37.37358(N)    093 41 57.31540(W) AD(       ) 1
 BX3019  NGVD 29 (07/19/86)  112.1    (m)          368.     (f) VERT ANG       
 BX3019
 BX3019.Superseded values are not recommended for survey control.
 BX3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3019.See file dsdata.txt to determine how the superseded data were derived.
 BX3019
 BX3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3388132581(NAD 83)
 BX3019_MARKER: DS = TRIANGULATION STATION DISK
 BX3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3019
 BX3019  HISTORY     - Date     Condition        Report By
 BX3019  HISTORY     - 1971     MONUMENTED       NGS
 BX3019  HISTORY     - 19970208 GOOD             USPSQD
 BX3019
 BX3019                          STATION DESCRIPTION
 BX3019
 BX3019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3019'THE STATION IS LOCATED ABOUT 7 MILES SOUTH AND 3/4 MILE EAST OF
 BX3019'MANSFIELD, 4-1/4 MILES NORTH OF BENSON AND 3/4 MILE EAST OF U. S.
 BX3019'HIGHWAY 171, ON THE SUMMIT OF A LOW HILL IN THE NORTHEAST QUARTER
 BX3019'OF SECTION 21, T 11 N, R 13 W, OWNED BY BOISE CASCADE, MR. JAMES
 BX3019'MCNAMARA, LAND AGENT FOR THE COMPANY, P. O. BOX 1000, DERIDDER,
 BX3019'LOUISIANA 70634.
 BX3019'
 BX3019'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX3019'STATE HIGHWAY 512 IN BENSON, GO NORTH ON HIGHWAY 171 FOR 4.3 MILES
 BX3019'TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 BX3019'GRAVELED ROAD, CROSS RAILROAD TRACK, FOR 0.8 MILE TO AN ANGLING
 BX3019'CROSSROAD.  TURN LEFT AND GO NORTHERLY ON WOODS ROAD FOR 0.1 MILE
 BX3019'TO THE TOP OF THE HILL AND THE STATION.
 BX3019'
 BX3019'THE STATION MARKS ARE STANDARD DISKS STAMPED MARLENE 1971, THE
 BX3019'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 BX3019'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BX3019'32 FEET NORTHWEST OF A TWIN-TRUNKED PINE TREE, 18 FEET SOUTHWEST
 BX3019'OF A 14-INCH PINE TREE, 16.5 FEET NORTHWEST OF THE CENTER OF THE
 BX3019'WOODS ROAD AND 2.3 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 BX3019'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 BX3019'INCHES BELOW THE GROUND SURFACE.
 BX3019'
 BX3019'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MARLENE NO 1 1971, SET IN
 BX3019'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 BX3019'INCHES ABOVE THE GROUND SURFACE.  IT IS 21.5 FEET SOUTH OF A
 BX3019'20-INCH PINE TREE, 11.5 FEET SOUTHEAST OF THE CENTER OF THE WOODS
 BX3019'ROAD AND 2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BX3019'
 BX3019'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MARLENE NO 2 1971, SET
 BX3019'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3019'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET SOUTHEAST OF THE
 BX3019'CENTER OF THE WOODS ROAD, 3.5 FEET NORTHWEST OF A 12-INCH PINE
 BX3019'TREE AND 2.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BX3019'
 BX3019'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MARLENE NO 3 1971, SET
 BX3019'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX3019'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 95 FEET SOUTH OF
 BX3019'A 24-INCH PINE TREE, 31 FEET WEST OF THE CENTER OF THE WOODS ROAD,
 BX3019'16 FEET WEST OF A 24-INCH PINE TREE AND 3 FEET NORTHEAST OF A
 BX3019'METAL WITNESS POST.
 BX3019'
 BX3019'NOTE--NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 BX3019'
 BX3019'TENSION ON MEASUREMENT OF REFERENCE MARKS WAS 10 KGS.
 BX3019'
 BX3019'NO MEASUREMENTS BETWEEN THE REFERENCE MARKS DUE TO TREES AND BRUSH.
 BX3019'
 BX3019'NEAREST TOWN--MANSFIELD.
 BX3019'
 BX3019'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 BX3019
 BX3019                          STATION RECOVERY (1997)
 BX3019
 BX3019'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2160 ***********************************************************************
 AU2160  DESIGNATION -  MARRERO
 AU2160  PID         -  AU2160
 AU2160  STATE/COUNTY-  LA/JEFFERSON
 AU2160  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2160
 AU2160                         *CURRENT SURVEY CONTROL
 AU2160  ___________________________________________________________________
 AU2160* NAD 83(1992)-  29 47 36.54638(N)    090 07 17.09040(W)     ADJUSTED  
 AU2160* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU2160  **This station is located in a subsidence area (see below).
 AU2160  ___________________________________________________________________
 AU2160  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2160  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AU2160  DYNAMIC HT  -           3.0   (meters)      10.    (feet)  COMP
 AU2160  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 AU2160  OBS GRAVITY -     979,306.7   (mgal)                       GRAV_OBS
 AU2160
 AU2160  HORZ ORDER  -  FIRST
 AU2160  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2160
 AU2160.The horizontal coordinates were established by classical geodetic methods
 AU2160.and adjusted by the National Geodetic Survey in January 1993..
 AU2160
 AU2160 ** The orthometric height has not been validated since last determined
 AU2160 ** by differential leveling and should not be used for control purposes.
 AU2160 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2160 ** area with valid NAVD 88 orthometric heights.
 AU2160 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2160 ** epoch indicated which incorporates improved geoid heights for the
 AU2160 ** Southern Louisiana Subsidence area.
 AU2160 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2160.The orthometric height was scaled from a topographic map.
 AU2160.The vertical order pertains to the first NAVD 88 superseded value.
 AU2160
 AU2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2160
 AU2160.The geoid height was determined by GEOID03.
 AU2160
 AU2160.The dynamic height is computed by dividing the NAVD 88
 AU2160.geopotential number by the normal gravity value computed on the
 AU2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2160.degrees latitude (g = 980.6199 gals.).
 AU2160
 AU2160.The modeled gravity was interpolated from observed gravity values.
 AU2160.The observed gravity was obtained from relative gravimeter ties
 AU2160.to the IGSN71 gravity network.
 AU2160
 AU2160;                    North         East     Units Scale Factor Converg.
 AU2160;SPC LA S     -   143,995.330 1,117,164.819   MT  0.99993226   +0 36 21.5
 AU2160;SPC LA S     -   472,424.68  3,665,231.58   sFT  0.99993226   +0 36 21.5
 AU2160;UTM  15      - 3,299,377.270   778,265.685   MT  1.00055548   +1 25 52.4
 AU2160
 AU2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2160!SPC LA S     -   1.00000355  x   0.99993226  =   0.99993581
 AU2160!UTM  15      -   1.00000355  x   1.00055548  =   1.00055904
 AU2160
 AU2160:                Primary Azimuth Mark                     Grid Az
 AU2160:SPC LA S     -  HARVEY                                   015 12 45.8
 AU2160:UTM  15      -  HARVEY                                   014 23 14.9
 AU2160
 AU2160|---------------------------------------------------------------------|
 AU2160| PID    Reference Object                     Distance      Geod. Az  |
 AU2160|                                                           dddmmss.s |
 AU2160| AB2619 HARVEY                              APPROX.13.2 KM 0154907.3 |
 AU2160| DD7408 MARRERO AZ MK                                      1504354.5 |
 AU2160| DD7410 MARRERO RM 1                         65.227 METERS 15146     |
 AU2160| DD7409 MARRERO AZ MK RESET                                1515751.9 |
 AU2160| AU2747 TT 20 L USGS 1932                    16.370 METERS 21702     |
 AU2160| AU2845 ENTRANCE HARVEY CANAL 2 NAV LT      APPROX.23.7 KM 2304800.7 |
 AU2160| AU2158 MARRERO RM 2                         43.668 METERS 23520     |
 AU2160| AU2159 MARRERO RM 3                         22.495 METERS 31908     |
 AU2160|---------------------------------------------------------------------|
 AU2160
 AU2160                          SUPERSEDED SURVEY CONTROL
 AU2160
 AU2160  NAD 83(1986)-  29 47 36.56193(N)    090 07 17.09208(W) AD(       ) 1
 AU2160  NAD 27      -  29 47 35.81007(N)    090 07 16.82686(W) AD(       ) 1
 AU2160  NAVD 88 (02/14/94)    2.926  (m)            9.60   (f) UNKNOWN     1 2
 AU2160  NGVD 29 (??/??/??)    3.018  (m)            9.90   (f) ADJUSTED    1 2
 AU2160
 AU2160.Superseded values are not recommended for survey control.
 AU2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2160.See file dsdata.txt to determine how the superseded data were derived.
 AU2160
 AU2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7826699377(NAD 83)
 AU2160_MARKER: DS = TRIANGULATION STATION DISK
 AU2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2160_SP_SET: CONCRETE POST
 AU2160_STAMPING: MARRERO 1934
 AU2160_MARK LOGO: CGS   
 AU2160_PROJECTION: PROJECTING 20 CENTIMETERS
 AU2160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2160+STABILITY: SURFACE MOTION
 AU2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU2160+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1994
 AU2160
 AU2160  HISTORY     - Date     Condition        Report By
 AU2160  HISTORY     - 1934     MONUMENTED       CGS
 AU2160  HISTORY     - 1936     GOOD             LAGS
 AU2160  HISTORY     - 1938     GOOD             LADH
 AU2160  HISTORY     - 1946     GOOD             BAKER
 AU2160  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 AU2160  HISTORY     - 1964     MARK NOT FOUND   USGS
 AU2160  HISTORY     - 1975     GOOD             NGS
 AU2160  HISTORY     - 1984     GOOD             NGS
 AU2160  HISTORY     - 1984     GOOD             LA-051
 AU2160  HISTORY     - 19940826 GOOD             NGS
 AU2160
 AU2160                          STATION DESCRIPTION
 AU2160
 AU2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2160'STATION IS ABOUT 10.4 MILES S OF THE HARVEY POST OFFICE AND
 AU2160'75 FEET E OF THE CENTER LINE OF STATE HIGHWAY 30.
 AU2160'
 AU2160'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AU2160'BRONZE DISKS SET IN CONCRETE.
 AU2160'
 AU2160'REFERENCE MARK NO. 1 IS 13.72 METERS (45.0 FEET) E OF THE
 AU2160'CENTER LINE OF THE HIGHWAY AND 214.00 FEET (65.23 METERS)
 AU2160'FROM THE STATION S 28 DEG 14 MIN E.
 AU2160'
 AU2160'REFERENCE MARK NO. 2 IS 33.5 FEET (10.2 METERS) W OF THE CENTER
 AU2160'LINE OF THE HIGHWAY AND 43.769 METERS (143.60 FEET) FROM THE
 AU2160'STATION S 55 DEG 20 MIN W.
 AU2160'
 AU2160'THE AZIMUTH MARK IS ON THE EDGE OF TIMBER, 3.50 METERS (11.5 FEET)
 AU2160'E OF THE CENTER LINE OF THE HIGHWAY, AND 0.4 MILE FROM THE
 AU2160'STATION S 29 DEG 16 MIN E.
 AU2160'
 AU2160'TT 20 L (U.S.G.S.) IS 3.50 METERS (11.5 FEET) E OF THE CENTER
 AU2160'LINE OF THE HIGHWAY AND 16.37 METERS (53.59 FEET) FROM THE
 AU2160'STATION S 37 DEG 02 MIN W.  THIS MARK PROJECTS 4
 AU2160'FEET ABOVE THE GROUND AND IS VERY LOOSE.
 AU2160'
 AU2160'*NOTE--THESE MEASUREMENTS DO NOT CHECK EXACTLY.  THE MARK
 AU2160'CAN BE MOVED ABOUT 0.2 FOOT.
 AU2160
 AU2160                          STATION RECOVERY (1936)
 AU2160
 AU2160'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AU2160'STATION RECOVERED AS DESCRIBED.
 AU2160
 AU2160                          STATION RECOVERY (1938)
 AU2160
 AU2160'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1938
 AU2160'STATION RECOVERED, BUT DUE TO HIGHWAY CONSTRUCTION IT WAS
 AU2160'NECESSARY TO MOVE THE 1934 AZIMUTH MARK.  IT IS NOW 2300.168
 AU2160'FEET FROM THE STATION S 28 DEG 02 MIN E.
 AU2160'
 AU2160'STATION IS ON PROPERTY OWNED BY MR. PAUL ORGERON, APPROXIMATELY
 AU2160'0.2 MILE NW OF HIS RESIDENCE, 51 FEET SW OF CENTER LINE, OF
 AU2160'STATE HIGHWAY 30, 90.8 FEET NNE FROM A 36-INCH OAK TREE, 107
 AU2160'FEET SE FROM ANGLE IN ROAD AND EDGE OF SWAMP.
 AU2160'
 AU2160'TO REACH THIS STATION FROM HARVEY POST OFFICE, FOLLOW STATE
 AU2160'HIGHWAY 30, 10.8 MILES S.
 AU2160
 AU2160                          STATION RECOVERY (1946)
 AU2160
 AU2160'RECOVERY NOTE BY M BAKER JR INCORPORATED 1946 (GLB)
 AU2160'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU2160
 AU2160                          STATION RECOVERY (1956)
 AU2160
 AU2160'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 AU2160'RECOVERED BY JACK AMMANN ENGINEERS.
 AU2160'
 AU2160'STATION WAS NOT RECOVERED.
 AU2160
 AU2160                          STATION RECOVERY (1964)
 AU2160
 AU2160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 AU2160'STATION COULD NOT BE FOUND BECAUSE OF CONSTRUCTION OF NEW
 AU2160'HIGHWAY.
 AU2160
 AU2160                          STATION RECOVERY (1975)
 AU2160
 AU2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 AU2160'THE STATION WAS VISITED 6-25-75 AND THE STATION MARK AND REFERENCE
 AU2160'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 AU2160'FOUND UPROOTED AND LYING ON THE TOP OF THE GROUND, THE MONUMENT WAS
 AU2160'USED TO ESTABLISH REFERENCE MARK NO. 3.  THE DISK WAS RESTAMPED
 AU2160'NO 3 1975.  THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE.
 AU2160'THE MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF TRIANGULATION
 AU2160'STATION PUMP 1966, A TRAVERSE CONNECTION WAS MADE BETWEEN THE TWO
 AU2160'STATIONS IN 1967. A NEW DESCRIPTION FOLLOWS--
 AU2160'
 AU2160'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF HARVEY, AT THE SITE OF
 AU2160'THE JEAN LAFFITE NATIONAL PARK, ON THE EAST SIDE OF STATE HIGHWAY 45
 AU2160'0.3 MILE SOUTH-SOUTHEAST OF THE JEFFERSON PARISH WATERWORKS PUMP
 AU2160'STATION, ON A LOW KNOLL BETWEEN THE HIGHWAY AND THE POWER LINE.
 AU2160'IT IS 71.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 51 FEET
 AU2160'EAST-SOUTHEAST OF A 7-FOOT OAK TREE, 71 FEET SOUTHWEST OF
 AU2160'POWER POLE NO. 2 3 FEET NORTH OF A TWIN TREE, AND 1 FOOT SOUTHWEST
 AU2160'OF A METAL WITNESS POST.  IT IS A TRIANGULATION DISK STAMPED
 AU2160'MARRERO 1934, PROJECTING 8 INCHES.
 AU2160'
 AU2160'REFERENCE MARK NO. 2 IS 143.27 FEET SOUTHWEST OF THE STATION, 71.5
 AU2160'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTHWEST OF
 AU2160'A 2-FOOT SWEET GUM TREE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 AU2160'IT IS A REFERENCE MARK DISK STAMPED MARRERO NO 2 1934, PROJECTING
 AU2160'8 INCHES.
 AU2160'
 AU2160'REFERENCE MARK NO. 3 IS 73.82 FEET NORTHWEST OF THE STATION, 56 FEET
 AU2160'NORTHEAST OF THE CENTER OF THE HIGHWAY, 22 FEET NORTH OF A 7-FOOT
 AU2160'OAK TREE, 50 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE BAYOUM 92
 AU2160'FEET EAST OF A 3-FOOT TREE ACROSS THE HIGHWAY AND 1 FOOT NORTHEAST
 AU2160'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 AU2160'MARRERO NO 3 1934 1975 PROJECTING 6 INCHES.
 AU2160'
 AU2160'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 90 (WEST
 AU2160'BANK EXPRESSWAY) AND STATE HIGHWAY 45 (BARATERIA BLVD) GO SOUTH ON
 AU2160'STATE HIGHWAY 45 FOR 7.7 MILES TO THE JEFFERSON PARISH PUMPING
 AU2160'STATION ON THE RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO A LARGE 7-FOOT
 AU2160'OAK TREE ON THE LEFT AND THE STATION ON THE LEFT.
 AU2160'
 AU2160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES S. OF
 AU2160'HARVEY.
 AU2160
 AU2160                          STATION RECOVERY (1984)
 AU2160
 AU2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU2160'4.7 KM (2.95 MI) NNW FROM LAFITTE.
 AU2160'1.8 KM (1.15 MI) NORTH ALONG STATE HIGHWAY 3134 FROM THE CENTER OF THE
 AU2160'BRIDGE OVER THE INTERCOASTAL WATERWAY WHICH IS ABOUT 12.9 KM (8.0 MI)
 AU2160'SOUTH OF MARRERO AND 8.0 KM (5.0 MI) NORTH OF LAFITTE, THENCE 2.9 KM
 AU2160'(1.8 MI) NORTHWEST ALONG STATE HIGHWAY 45 AT THE ENTRANCE TO THE JEAN
 AU2160'LAFITTE STATE PARK, 21.94 METERS (72.0 FT) EAST-NORTHEAST OF THE
 AU2160'CENTER LINE OF HIGHWAY 45, 15.54 METERS (51.0 FT) SOUTH-SOUTHEAST OF
 AU2160'THE CENTER OF A 1.67 METERS (5.5 FT) IN DIAMETER OAK TREE,
 AU2160'43.76 METERS (143.6 FT) EAST OF AND ACROSS THE HIGHWAY FROM MARRERO RM
 AU2160'2 AND 22.55 METERS (74.0 FT) SOUTH-SOUTHEAST OF MARRERO RM 3 RESET
 AU2160'1975.
 AU2160'THE MARK IS 0.80 METERS  WSW FROM A WITNESS POST.
 AU2160'THE MARK IS 1.20 M ABOVE HIGHWAY 45.
 AU2160
 AU2160                          STATION RECOVERY (1984)
 AU2160
 AU2160'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2160'RECOVERED IN GOOD CONDITION.
 AU2160
 AU2160                          STATION RECOVERY (1994)
 AU2160
 AU2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2160'8.4 KM (5.20 MI) SOUTHERLY ALONG STATE HIGHWAY 45 (BARATARIA
 AU2160'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 3134 IN MARRERO, 43.8 M
 AU2160'(143.7 FT) EAST OF REFERENCE MARK 2, 22.6 M (74.1 FT) SOUTH-SOUTHEAST
 AU2160'OF REFERENCE MARK 3, 21.9 M (71.9 FT) EAST-NORTHEAST OF THE HIGHWAY
 AU2160'CENTERLINE, 5.3 M (17.4 FT) EAST-NORTHEAST OF A WITNESS POST, 1.2 M
 AU2160'(3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST-SOUTHWEST
 AU2160'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 AU2160'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2769 ***********************************************************************
 AU2769  DESIGNATION -  MARRERO CELOTEX CORP 1 TANK
 AU2769  PID         -  AU2769
 AU2769  STATE/COUNTY-  LA/JEFFERSON
 AU2769  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2769
 AU2769                         *CURRENT SURVEY CONTROL
 AU2769  ___________________________________________________________________
 AU2769* NAD 83(1992)-  29 54 14.49498(N)    090 07 40.61190(W)     ADJUSTED  
 AU2769* NAVD 88     -                                                        
 AU2769  **This station is located in a subsidence area (see below).
 AU2769  ___________________________________________________________________
 AU2769  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2769  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AU2769
 AU2769  HORZ ORDER  -  THIRD
 AU2769
 AU2769.The horizontal coordinates were established by classical geodetic methods
 AU2769.and adjusted by the National Geodetic Survey in January 1993..
 AU2769
 AU2769 ** The orthometric height has not been validated since last determined
 AU2769 ** by differential leveling and should not be used for control purposes.
 AU2769 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2769 ** area with valid NAVD 88 orthometric heights.
 AU2769 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2769 ** epoch indicated which incorporates improved geoid heights for the
 AU2769 ** Southern Louisiana Subsidence area.
 AU2769 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2769
 AU2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2769
 AU2769.The geoid height was determined by GEOID03.
 AU2769
 AU2769;                    North         East     Units Scale Factor Converg.
 AU2769;SPC LA S     -   156,240.613 1,116,404.292   MT  0.99992716   +0 36 09.7
 AU2769;SPC LA S     -   512,599.41  3,662,736.41   sFT  0.99992716   +0 36 09.7
 AU2769;UTM  15      - 3,311,617.911   777,327.773   MT  1.00054903   +1 25 58.0
 AU2769
 AU2769                          SUPERSEDED SURVEY CONTROL
 AU2769
 AU2769  NAD 83(1986)-  29 54 14.51040(N)    090 07 40.61169(W) AD(       ) 4
 AU2769  NAD 27      -  29 54 13.77116(N)    090 07 40.34824(W) AD(       ) 3
 AU2769
 AU2769.Superseded values are not recommended for survey control.
 AU2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2769.See file dsdata.txt to determine how the superseded data were derived.
 AU2769
 AU2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7732811618(NAD 83)
 AU2769_MARKER: 51 = TANK
 AU2769
 AU2769  HISTORY     - Date     Condition        Report By
 AU2769  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2769
 AU2769                          STATION DESCRIPTION
 AU2769
 AU2769'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2775 ***********************************************************************
 AU2775  DESIGNATION -  MARRERO CELOTEX CORP W TANK
 AU2775  PID         -  AU2775
 AU2775  STATE/COUNTY-  LA/JEFFERSON
 AU2775  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2775
 AU2775                         *CURRENT SURVEY CONTROL
 AU2775  ___________________________________________________________________
 AU2775* NAD 83(1992)-  29 54 09.85220(N)    090 07 40.32385(W)     ADJUSTED  
 AU2775* NAVD 88     -                                                        
 AU2775  **This station is located in a subsidence area (see below).
 AU2775  ___________________________________________________________________
 AU2775  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2775  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AU2775
 AU2775  HORZ ORDER  -  THIRD
 AU2775
 AU2775.The horizontal coordinates were established by classical geodetic methods
 AU2775.and adjusted by the National Geodetic Survey in January 1993..
 AU2775
 AU2775 ** The orthometric height has not been validated since last determined
 AU2775 ** by differential leveling and should not be used for control purposes.
 AU2775 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2775 ** area with valid NAVD 88 orthometric heights.
 AU2775 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2775 ** epoch indicated which incorporates improved geoid heights for the
 AU2775 ** Southern Louisiana Subsidence area.
 AU2775 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2775
 AU2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2775
 AU2775.The geoid height was determined by GEOID03.
 AU2775
 AU2775;                    North         East     Units Scale Factor Converg.
 AU2775;SPC LA S     -   156,097.753 1,116,413.523   MT  0.99992720   +0 36 09.9
 AU2775;SPC LA S     -   512,130.71  3,662,766.70   sFT  0.99992720   +0 36 09.9
 AU2775;UTM  15      - 3,311,475.110   777,339.079   MT  1.00054911   +1 25 57.9
 AU2775
 AU2775                          SUPERSEDED SURVEY CONTROL
 AU2775
 AU2775  NAD 83(1986)-  29 54 09.86749(N)    090 07 40.32349(W) AD(       ) 4
 AU2775  NAD 27      -  29 54 09.11026(N)    090 07 40.03988(W) AD(       ) 3
 AU2775
 AU2775.Superseded values are not recommended for survey control.
 AU2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2775.See file dsdata.txt to determine how the superseded data were derived.
 AU2775
 AU2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7733911475(NAD 83)
 AU2775_MARKER: 53 = ELEVATED TANK
 AU2775
 AU2775  HISTORY     - Date     Condition        Report By
 AU2775  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2775  HISTORY     - 19950711 GOOD             USPSQD
 AU2775
 AU2775                          STATION DESCRIPTION
 AU2775
 AU2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2775'THE STATION IS LOCATED AT THE WEST END OF THE CELOTEX CORP.
 AU2775'PLANT GROUNDS.
 AU2775'
 AU2775'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AU2775'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 AU2775'HEIGHT OF 120.0 FEET.
 AU2775'
 AU2775'THE POINT OBSERVED UPON WAS THE BALL AT THE TOP OF THE ROOF.
 AU2775
 AU2775                          STATION RECOVERY (1995)
 AU2775
 AU2775'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2655 ***********************************************************************
 AU2655  DESIGNATION -  MARRERO WATER TANK
 AU2655  PID         -  AU2655
 AU2655  STATE/COUNTY-  LA/JEFFERSON
 AU2655  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2655
 AU2655                         *CURRENT SURVEY CONTROL
 AU2655  ___________________________________________________________________
 AU2655* NAD 83(1992)-  29 54 00.73482(N)    090 06 35.77881(W)     ADJUSTED  
 AU2655* NAVD 88     -                                                        
 AU2655  **This station is located in a subsidence area (see below).
 AU2655  ___________________________________________________________________
 AU2655  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU2655  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AU2655
 AU2655  HORZ ORDER  -  THIRD
 AU2655
 AU2655.The horizontal coordinates were established by classical geodetic methods
 AU2655.and adjusted by the National Geodetic Survey in January 1993..
 AU2655
 AU2655 ** The orthometric height has not been validated since last determined
 AU2655 ** by differential leveling and should not be used for control purposes.
 AU2655 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2655 ** area with valid NAVD 88 orthometric heights.
 AU2655 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2655 ** epoch indicated which incorporates improved geoid heights for the
 AU2655 ** Southern Louisiana Subsidence area.
 AU2655 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2655
 AU2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2655
 AU2655.The geoid height was determined by GEOID03.
 AU2655
 AU2655;                    North         East     Units Scale Factor Converg.
 AU2655;SPC LA S     -   155,835.398 1,118,147.901   MT  0.99992728   +0 36 42.2
 AU2655;SPC LA S     -   511,269.97  3,668,456.91   sFT  0.99992728   +0 36 42.2
 AU2655;UTM  15      - 3,311,237.756   779,078.167   MT  1.00056105   +1 26 29.8
 AU2655
 AU2655                          SUPERSEDED SURVEY CONTROL
 AU2655
 AU2655  NAD 83(1986)-  29 54 00.75007(N)    090 06 35.77867(W) AD(       ) 4
 AU2655  NAD 27      -  29 54 00.01115(N)    090 06 35.51279(W) AD(       ) 3
 AU2655
 AU2655.Superseded values are not recommended for survey control.
 AU2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2655.See file dsdata.txt to determine how the superseded data were derived.
 AU2655
 AU2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7907811238(NAD 83)
 AU2655_MARKER: 53 = ELEVATED TANK
 AU2655
 AU2655  HISTORY     - Date     Condition        Report By
 AU2655  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2655
 AU2655                          STATION DESCRIPTION
 AU2655
 AU2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2655'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 AU2655'6 LEGGED SELF SUPPORTED STEEL WATER TANK PAINTED GREEN WITH A
 AU2655'WHITE BAND AROUND THE MIDDLE AND IT HAS THE LEGEND PROGRESSIVE
 AU2655'JEFFERSON ON THE EAST SIDE.  THE OVERALL HEIGHT IS ABOUT 150
 AU2655'FEET.
 AU2655'
 AU2655'LOCATED IN THE NORTH SECTION OF MARRERO ON THE WEST SIDE OF
 AU2655'MARRERO ROAD ABOUT 350 FEET NORTH OF THE INTERSECTION OF
 AU2655'MARRERO ROAD AND FOURTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0677 ***********************************************************************
 AV0677  DESIGNATION -  MARRONE 1934
 AV0677  PID         -  AV0677
 AV0677  STATE/COUNTY-  LA/VERMILION
 AV0677  USGS QUAD   -  FORKED ISLAND (1979)
 AV0677
 AV0677                         *CURRENT SURVEY CONTROL
 AV0677  ___________________________________________________________________
 AV0677* NAD 83(1992)-  29 49 46.88598(N)    092 17 38.18349(W)     ADJUSTED  
 AV0677* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0677  **This station is located in a subsidence area (see below).
 AV0677  ___________________________________________________________________
 AV0677  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0677  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AV0677
 AV0677  HORZ ORDER  -  THIRD
 AV0677
 AV0677.The horizontal coordinates were established by classical geodetic methods
 AV0677.and adjusted by the National Geodetic Survey in January 1993..
 AV0677
 AV0677 ** The orthometric height has not been validated since last determined
 AV0677 ** by differential leveling and should not be used for control purposes.
 AV0677 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0677 ** area with valid NAVD 88 orthometric heights.
 AV0677 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0677 ** epoch indicated which incorporates improved geoid heights for the
 AV0677 ** Southern Louisiana Subsidence area.
 AV0677 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0677.The orthometric height was scaled from a topographic map.
 AV0677
 AV0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0677
 AV0677.The geoid height was determined by GEOID03.
 AV0677
 AV0677;                    North         East     Units Scale Factor Converg.
 AV0677;SPC LA S     -   147,777.939   907,164.367   MT  0.99993018   -0 28 49.1
 AV0677;SPC LA S     -   484,834.79  2,976,255.09   sFT  0.99993018   -0 28 49.1
 AV0677;UTM  15      - 3,300,123.007   568,214.723   MT  0.99965741   +0 21 04.4
 AV0677
 AV0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0677!SPC LA S     -   1.00000399  x   0.99993018  =   0.99993417
 AV0677!UTM  15      -   1.00000399  x   0.99965741  =   0.99966140
 AV0677
 AV0677                          SUPERSEDED SURVEY CONTROL
 AV0677
 AV0677  NAD 83(1986)-  29 49 46.90592(N)    092 17 38.17794(W) AD(       ) 3
 AV0677  NAD 27      -  29 49 46.14600(N)    092 17 37.70600(W) AD(       ) 3
 AV0677
 AV0677.Superseded values are not recommended for survey control.
 AV0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0677.See file dsdata.txt to determine how the superseded data were derived.
 AV0677
 AV0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6821500123(NAD 83)
 AV0677_MARKER: DS = TRIANGULATION STATION DISK
 AV0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0677+STABILITY: SURFACE MOTION
 AV0677
 AV0677  HISTORY     - Date     Condition        Report By
 AV0677  HISTORY     - 1934     MONUMENTED       CGS
 AV0677  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0677  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AV0677
 AV0677                          STATION DESCRIPTION
 AV0677
 AV0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AV0677'ABOUT 12 MILES S OF THE TOWN OF KAPLAN, 400 METERS SE OF
 AV0677'STATE HIGHWAY 26 THROUGH THE VILLAGE OF FORKED ISLAND AND 210
 AV0677'METERS NE OF THE N BANK OF THE INTRACOASTAL CANAL.  STATION
 AV0677'IS ON UNCULTIVATED LAND ON THE PROPERTY OF DR. P.J. MILLER,
 AV0677'5 METERS W OF A DIRT ROAD LEADING TO A SUGAR CANE FIELD,
 AV0677'AND 18.6 METERS S OF A FENCE WHICH DIVIDES HIS PASTURE LAND
 AV0677'FROM LAND UNDER CULTIVATION.  LOW MARSHLAND LIES BETWEEN THIS
 AV0677'STATION AND THE INTRACOASTAL CANAL.
 AV0677'
 AV0677'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0677'IN CONCRETE.
 AV0677'
 AV0677'REFERENCE MARK NO. 1 IS DISTANT 20.206 METERS S 20 DEG 46 MIN W
 AV0677'AND REFERENCE MARK NO. 2 IS DISTANT
 AV0677'21.706 METERS N 59 DEG 07 MIN W.
 AV0677'
 AV0677'A 110-FOOT SINGLE POLE SIGNAL WAS ERECTED OVER THIS STATION.
 AV0677'
 AV0677'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 AV0677
 AV0677                          STATION RECOVERY (1947)
 AV0677
 AV0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0677'STATION NOT RECOVERED.  STATION MONUMENT AND REFERENCE MARKS
 AV0677'WERE FOUND DUG OUT OF POSITION DUE TO CULTIVATION OF FIELD
 AV0677'RECOMMEND STATION BE CLASSIFIED AS LOST.
 AV0677
 AV0677                          STATION RECOVERY (1974)
 AV0677
 AV0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0677'AN INVERSE WAS WORKED FROM TRIANGULATION STATION MARRONE 2 TO
 AV0677'MARRONE 1934 BUT PROPERTY OWNER DENIED PERMISSION TO SEARCH
 AV0677'FOR THE STATION AND REFERENCE MARKS 1 AND 2.
 AV0677'
 AV0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SOUTH
 AV0677'OF KAPLAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0680 ***********************************************************************
 AV0680  DESIGNATION -  MARRONE 2
 AV0680  PID         -  AV0680
 AV0680  STATE/COUNTY-  LA/VERMILION
 AV0680  USGS QUAD   -  FORKED ISLAND (1979)
 AV0680
 AV0680                         *CURRENT SURVEY CONTROL
 AV0680  ___________________________________________________________________
 AV0680* NAD 83(1992)-  29 50 04.16003(N)    092 17 54.80146(W)     ADJUSTED  
 AV0680* NAVD 88     -         1.3  **(meters)       4.   **(feet)  VERTCON   
 AV0680  **This station is located in a subsidence area (see below).
 AV0680  ___________________________________________________________________
 AV0680  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AV0680  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AV0680
 AV0680  HORZ ORDER  -  FIRST
 AV0680
 AV0680.The horizontal coordinates were established by classical geodetic methods
 AV0680.and adjusted by the National Geodetic Survey in January 1993..
 AV0680
 AV0680 ** The orthometric height has not been validated since last determined
 AV0680 ** by differential leveling and should not be used for control purposes.
 AV0680 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0680 ** area with valid NAVD 88 orthometric heights.
 AV0680 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0680 ** epoch indicated which incorporates improved geoid heights for the
 AV0680 ** Southern Louisiana Subsidence area.
 AV0680 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0680
 AV0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0680
 AV0680.The geoid height was determined by GEOID03.
 AV0680
 AV0680;                    North         East     Units Scale Factor Converg.
 AV0680;SPC LA S     -   148,313.527   906,722.745   MT  0.99992994   -0 28 57.4
 AV0680;SPC LA S     -   486,591.96  2,974,806.21   sFT  0.99992994   -0 28 57.4
 AV0680;UTM  15      - 3,300,651.985   567,765.497   MT  0.99965666   +0 20 56.3
 AV0680
 AV0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0680!SPC LA S     -   1.00000396  x   0.99992994  =   0.99993390
 AV0680!UTM  15      -   1.00000396  x   0.99965666  =   0.99966062
 AV0680
 AV0680:                Primary Azimuth Mark                     Grid Az
 AV0680:SPC LA S     -  KAPLAN TRUNKLINE GAS MAST                018 14 37.8
 AV0680:UTM  15      -  KAPLAN TRUNKLINE GAS MAST                017 24 44.1
 AV0680
 AV0680|---------------------------------------------------------------------|
 AV0680| PID    Reference Object                     Distance      Geod. Az  |
 AV0680|                                                           dddmmss.s |
 AV0680| AV0669 KAPLAN TRUNKLINE GAS MAST           APPROX. 6.3 KM 0174540.4 |
 AV0680| AV0668 COW ISLAND MOBILE OIL MAST          APPROX. 6.0 KM 0203713.3 |
 AV0680| CW1007 MARRONE 2 RM 1                       24.203 METERS 03029     |
 AV0680| AV0025 T 223                                              0314932.5 |
 AV0680| AV0619 ESTHER SUPERIOR OIL MAST            APPROX. 8.4 KM 0762158.7 |
 AV0680| CW1008 MARRONE 2 RM 2                       25.179 METERS 28136     |
 AV0680|---------------------------------------------------------------------|
 AV0680
 AV0680                          SUPERSEDED SURVEY CONTROL
 AV0680
 AV0680  NAD 83(1986)-  29 50 04.17937(N)    092 17 54.79488(W) AD(       ) 1
 AV0680  NAD 27      -  29 50 03.42170(N)    092 17 54.32240(W) AD(       ) 1
 AV0680  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 AV0680
 AV0680.Superseded values are not recommended for survey control.
 AV0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0680.See file dsdata.txt to determine how the superseded data were derived.
 AV0680
 AV0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6776500652(NAD 83)
 AV0680_MARKER: DS = TRIANGULATION STATION DISK
 AV0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0680
 AV0680  HISTORY     - Date     Condition        Report By
 AV0680  HISTORY     - 1974     MONUMENTED       NGS
 AV0680
 AV0680                          STATION DESCRIPTION
 AV0680
 AV0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0680'STATION IS ABOUT 14 MILES SOUTHWEST OF ABBEVILLE, 11 MILES SOUTH OF
 AV0680'KAPLAN, 9 MILES NORTHWEST OF INTRACOASTAL CITY, 3/4 MILE SOUTH OF
 AV0680'THE JUNCTION OF STATE HIGHWAYS 35 AND 82, IN THE SMALL VILLAGE OF
 AV0680'FORKED ISLAND, ON THE NORTH SIDE OF THE INTRACOASTAL WATERWAY, ON
 AV0680'THE PROPERTY OF AND AT THE SITE OF THE UNION OIL COMPANY OF
 AV0680'CALIFORNIA BARGE TERMINAL.  PERMISSION WAS OBTAINED FROM MR. P.
 AV0680'O. HULL, UNION OIL COMPANY OF CALIFORNIA, 900 EXECUTIVE PLAZA WEST
 AV0680'4635, SOUTHWEST FREEWAY, HOUSTON, TEXAS 77027.  ATTN--CRUDE OIL
 AV0680'PURCHASING DEPARTMENT.
 AV0680'
 AV0680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35
 AV0680'IN KAPLAN, GO SOUTHERLY ON HIGHWAY 35 FOR 11.95 MILES TO THE
 AV0680'JUNCTION OF STATE HIGHWAY 82.  CONTINUE SOUTHERLY ON HIGHWAY 82 (AT
 AV0680'THIS TIME THERE IS CONSTRUCTION WORK ON A NEW HIGHWAY WHICH BEARS
 AV0680'OFF TO THE RIGHT AT THIS POINT AND IT WILL CROSS THE INTRACOASTAL
 AV0680'WATERWAY WEST OF THE PRESENT HIGHWAY) FOR 0.5 MILE TO A CEMETERY ON
 AV0680'THE LEFT AND BENCH MARK T 223 (AZ MK) ON THE LEFT AS DESCRIBED.
 AV0680'CONTINUE SOUTHERLY ON HIGHWAY 82 FOR 0.3 MILE TO THE ENTRANCE TO THE
 AV0680'UNION OIL COMPANY OF CALIFORNIA BARGE TERMINAL ON THE RIGHT.  TURN
 AV0680'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO A CURVE IN THE
 AV0680'ROAD TO THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 AV0680'
 AV0680'THE STATION SURFACE AND UNDERGROUND MARKS ARE BOTH STANDARD DISKS
 AV0680'STAMPED MARRONE 2 1973.  THE SURFACE MARK IS SET IN A ROUND CONCRETE
 AV0680'POSTFLUSH WITH THE GROUND.  IT IS 250 FEET NORTH OF THE NORTH EDGE
 AV0680'OF THE INTRACOASTAL WATERWAY, 166 FEET SOUTH OF CENTER OF THE
 AV0680'GRAVELED ROAD, 151 FEET EAST OF THE EAST EDGE OF THE BARGE TERMINAL
 AV0680'INLET, 51 FEET NORTHEAST OF THE NORTHEAST CORNER OF A METAL
 AV0680'BUILDING AND 32 FEET WEST OF THE WEST EDGE OF A SMALL DRIANAGE
 AV0680'CANAL.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AV0680'ABOUT 43 INCHES BELOW THE GROUND SURFACE.
 AV0680'
 AV0680'REFERENCE MARK 1, STAMPED MARRONE 2 NO 1 1973, IS A STANDARD DISK
 AV0680'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 153 FEET
 AV0680'EAST OF THE EAST EDGE OF THE BARGE INLET, 115 FEET NORTH OF THE
 AV0680'NORTHEAST CORNER OF THE METAL BUILDING, 92 FEET SOUTH OF CENTER OF
 AV0680'THE GRAVELED ROAD AND 62 FEET WEST OF THE WEST EDGE OF THE SMALL
 AV0680'DRAINAGE CANAL.
 AV0680'
 AV0680'REFERENCE MARK 2, STAMPED MARRONE 2 NO 2 1973, IS A STANDARD DISK
 AV0680'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 AV0680'FOUNDATION OF A SHED ATTACHED TO THE WEST SIDE OF THE METAL
 AV0680'BUILDING.  IT IS 75 FEET EAST OF THE EAST EDGE OF THE BARGE INLET
 AV0680'AND 36 FEET WEST OF THE NORTH-EAST CORNER OF THE METAL BUILDING.
 AV0680'
 AV0680'BENCH MARK T 223, STAMPED T 223 1965, IS A STANDAR DISK SET IN A
 AV0680'ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS 32.5 FEET EAST
 AV0680'OF CENTER OF STATE HIGHWAY 82, 28.5 FEET NORTH OF A POWER LINE GUY
 AV0680'POLE, 15 FEET SOUTH OF THE SOUTHWEST CORNER OF A CEMETERY, 1 FOOT
 AV0680'WEST OF A FENCE LINE AND 1 FOOT NORTH OF A WITNESS SIGN ATTACHED TO A
 AV0680'WOODEN POST.
 AV0680'
 AV0680'HEIGHT OF LIGHT ABOVE STATION MARK 36.4 METERS.
 AV0680'
 AV0680'NEAREST TOWN--FORKED ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0284 ***********************************************************************
 AV0284  DESIGNATION -  MARSH
 AV0284  PID         -  AV0284
 AV0284  STATE/COUNTY-  LA/CAMERON
 AV0284  USGS QUAD   -  COW ISLAND (1979)
 AV0284
 AV0284                         *CURRENT SURVEY CONTROL
 AV0284  ___________________________________________________________________
 AV0284* NAD 83(1992)-  29 43 46.94200(N)    092 49 05.46993(W)     ADJUSTED  
 AV0284* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0284  **This station is located in a subsidence area (see below).
 AV0284  ___________________________________________________________________
 AV0284  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AV0284  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AV0284  DYNAMIC HT  -           0.9   (meters)       3.    (feet)  COMP
 AV0284  MODELED GRAV-     979,299.8   (mgal)                       NAVD 88
 AV0284
 AV0284  HORZ ORDER  -  SECOND
 AV0284  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0284
 AV0284.The horizontal coordinates were established by classical geodetic methods
 AV0284.and adjusted by the National Geodetic Survey in January 1993..
 AV0284
 AV0284 ** The orthometric height has not been validated since last determined
 AV0284 ** by differential leveling and should not be used for control purposes.
 AV0284 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0284 ** area with valid NAVD 88 orthometric heights.
 AV0284 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0284 ** epoch indicated which incorporates improved geoid heights for the
 AV0284 ** Southern Louisiana Subsidence area.
 AV0284 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0284.The orthometric height was scaled from a topographic map.
 AV0284.The vertical order pertains to the NGVD 29 superseded value.
 AV0284
 AV0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0284
 AV0284.The geoid height was determined by GEOID03.
 AV0284
 AV0284.The dynamic height is computed by dividing the NAVD 88
 AV0284.geopotential number by the normal gravity value computed on the
 AV0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0284.degrees latitude (g = 980.6199 gals.).
 AV0284
 AV0284.The modeled gravity was interpolated from observed gravity values.
 AV0284
 AV0284;                    North         East     Units Scale Factor Converg.
 AV0284;SPC LA S     -   137,237.077   856,358.514   MT  0.99993687   -0 44 32.8
 AV0284;SPC LA S     -   450,251.98  2,809,569.56   sFT  0.99993687   -0 44 32.8
 AV0284;UTM  15      - 3,288,849.049   517,582.871   MT  0.99960381   +0 05 24.6
 AV0284
 AV0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0284!SPC LA S     -   1.00000396  x   0.99993687  =   0.99994083
 AV0284!UTM  15      -   1.00000396  x   0.99960381  =   0.99960777
 AV0284
 AV0284|---------------------------------------------------------------------|
 AV0284| PID    Reference Object                     Distance      Geod. Az  |
 AV0284|                                                           dddmmss.s |
 AV0284| CW1009 MARSH RM 1                           47.130 METERS 05618     |
 AV0284| AV0290 MILLER                              APPROX. 7.2 KM 1044307.9 |
 AV0284| CW1010 MARSH RM 2                           43.950 METERS 33417     |
 AV0284|---------------------------------------------------------------------|
 AV0284
 AV0284                          SUPERSEDED SURVEY CONTROL
 AV0284
 AV0284  NAD 83(1986)-  29 43 46.95939(N)    092 49 05.44215(W) AD(       ) 2
 AV0284  NAD 27      -  29 43 46.16500(N)    092 49 04.92800(W) AD(       ) 2
 AV0284  NGVD 29 (??/??/??)    0.937  (m)            3.07   (f) ADJUSTED    1 2
 AV0284
 AV0284.Superseded values are not recommended for survey control.
 AV0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0284.See file dsdata.txt to determine how the superseded data were derived.
 AV0284
 AV0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN1758388849(NAD 83)
 AV0284_MARKER: DS = TRIANGULATION STATION DISK
 AV0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0284_SP_SET: CONCRETE POST
 AV0284_STAMPING: MARSH 1932
 AV0284_MARK LOGO: CGS   
 AV0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0284+STABILITY: SURFACE MOTION
 AV0284
 AV0284  HISTORY     - Date     Condition        Report By
 AV0284  HISTORY     - 1932     MONUMENTED       CGS
 AV0284  HISTORY     - 1955     GOOD             CGS
 AV0284  HISTORY     - 1965     GOOD             CGS
 AV0284  HISTORY     - 1965     GOOD             CGS
 AV0284  HISTORY     - 1981     GOOD             LOCSUR
 AV0284  HISTORY     - 1981     GOOD             LOCSUR
 AV0284  HISTORY     - 1986     GOOD             NGS
 AV0284
 AV0284                          STATION DESCRIPTION
 AV0284
 AV0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0284'STATION IS LOCATED IN THE MARSH ON THE S SIDE OF THE GRAND
 AV0284'CHENIER SHELL ROAD, 1.8 MILES E OF THE GRAND CHENIER CATHOLIC
 AV0284'CHURCH, 0.15 MILE W OF THE TOM BONSOLL PROPERTY AND HOUSE,
 AV0284'20 METERS S OF THE CENTER LINE OF THE ROAD, AT THE EDGE
 AV0284'OF THE LINE OF TREES THAT BORDERS THE RIDGE ON WHICH THE
 AV0284'ROAD IS LOCATED.
 AV0284'
 AV0284'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 5-INCH
 AV0284'BY 6-FOOT IRON OIL PIPE FILLED WITH CONCRETE AND RESTING
 AV0284'ON A 4-INCH BY 4-INCH CYPRESS PILE DRIVEN 10 FEET IN MARSH.
 AV0284'
 AV0284'REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP OF SQUARE
 AV0284'BLOCKS OF CONCRETE.
 AV0284'
 AV0284'REFERENCE MARK NO. 1 IS LOCATED ON THE N SIDE OF THE ROAD
 AV0284'ON THE FENCE LINE AND TO NE OF THE STATION.
 AV0284'
 AV0284'REFERENCE MARK NO. 2 IS IN A SIMILAR LOCATION TO THE NW.
 AV0284'
 AV0284'STATION MAY BE REACHED BY TRUCK FROM CAMERON.
 AV0284'
 AV0284'A 36-FOOT TRIPOD WAS BUILT OVER THE STATION WHICH WAS AMPLY
 AV0284'HIGH FOR ALL BEACH STATIONS.  THE LINE TO YARD REQUIRED
 AV0284'CONSIDERABLE CLEARING.
 AV0284
 AV0284                          STATION RECOVERY (1955)
 AV0284
 AV0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0284'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0284'ORIGINAL DESCRIPTION ADEQUATE WITH THE FOLLOWING ADDITION--AT
 AV0284'THE TIME STATION WAS VISITED, THERE WAS A SUBSTANTIAL 60-FOOT
 AV0284'WOODEN TOWER CENTERED OVER THE STATION.
 AV0284
 AV0284                          STATION RECOVERY (1965)
 AV0284
 AV0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0284'THE STATION MARK, STAMPED MARSH 1932, IS ABOUT 9.55 MILES
 AV0284'EAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT GRAND
 AV0284'CHENIERE, 94 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AV0284'88 FEET SOUTHWEST OF A 60-INCH LIVE OAK TREE, 81 FEET SOUTHWEST
 AV0284'OF THE NORTHWEST CORNER OF THE FENCE AROUND THE ROCKEFELLER
 AV0284'WILDLIFE REFUGE HEADQUARTERS, 53 FEET NORTH OF THE CENTER
 AV0284'LINE OF A SMALL LEVEE, 51 FEET WEST OF A WIRE MESH FENCE
 AV0284'ON THE WEST SIDE OF THE HEADQUARTERS, ABOUT 2 FEET BELOW
 AV0284'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A 5-INCH
 AV0284'CONCRETE FILLED PIPE WHICH PROJECTS 24 INCHES.
 AV0284'
 AV0284'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0284'
 AV0284'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0284
 AV0284                          STATION RECOVERY (1965)
 AV0284
 AV0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0284'9.55 MI E FROM GRAND CHENIERE.
 AV0284'ABOUT 9.55 MILES EAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT
 AV0284'GRAND CHENIERE, 94 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 88
 AV0284'FEET SOUTHWEST OF A 60-INCH LIVE OAK TREE, 81 FEET SOUTHWEST OF THE
 AV0284'NORTHWEST CORNER OF THE FENCE AROUND THE ROCKEFELLER WILDLIFE REFUGE
 AV0284'HEADQUARTERS, 53 FEET NORTH OF THE CENTER LINE OF A SMALL LEVEE, 51
 AV0284'FEET WEST OF A WIRE MESH FENCE ON THE WEST SIDE OF THE HEADQUARTERS,
 AV0284'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 AV0284'5-INCH CONCRETE FILLED PIPE WHICH PROJECTS 24 INCHES.
 AV0284
 AV0284                          STATION RECOVERY (1981)
 AV0284
 AV0284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 AV0284'RECOVERED IN GOOD CONDITION.
 AV0284
 AV0284                          STATION RECOVERY (1981)
 AV0284
 AV0284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 AV0284'RECOVERED IN GOOD CONDITION.
 AV0284
 AV0284                          STATION RECOVERY (1986)
 AV0284
 AV0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0284'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AV0284'THE FENCE HAS BEEN REMOVED AND THE MARK IS NOW 5.7 METERS (19.0 FT)
 AV0284'WEST OF THE CENTER OF A SHELL ROAD AND 0.30 METERS (1.0 FT) EAST OF A
 AV0284'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3218 ***********************************************************************
 CQ3218  DESIGNATION -  MARSH
 CQ3218  PID         -  CQ3218
 CQ3218  STATE/COUNTY-  LA/DE SOTO
 CQ3218  USGS QUAD   -  STONEWALL (1992)
 CQ3218
 CQ3218                         *CURRENT SURVEY CONTROL
 CQ3218  ___________________________________________________________________
 CQ3218* NAD 83(1992)-  32 17 12.66244(N)    093 45 33.15797(W)     ADJUSTED  
 CQ3218* NAVD 88     -        80.7    (meters)     265.     (feet)  VERTCON   
 CQ3218  ___________________________________________________________________
 CQ3218  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 CQ3218  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3218
 CQ3218  HORZ ORDER  -  SECOND
 CQ3218
 CQ3218.The horizontal coordinates were established by classical geodetic methods
 CQ3218.and adjusted by the National Geodetic Survey in February 1996..
 CQ3218
 CQ3218.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3218
 CQ3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3218
 CQ3218.The geoid height was determined by GEOID03.
 CQ3218
 CQ3218;                    North         East     Units Scale Factor Converg.
 CQ3218;SPC LA N     -   198,807.737   881,395.502   MT  0.99993542   -0 39 56.7
 CQ3218;SPC LA N     -   652,255.05  2,891,711.74   sFT  0.99993542   -0 39 56.7
 CQ3218;UTM  15      - 3,572,484.653   428,511.760   MT  0.99966302   -0 24 20.0
 CQ3218
 CQ3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3218!SPC LA N     -   0.99999139  x   0.99993542  =   0.99992681
 CQ3218!UTM  15      -   0.99999139  x   0.99966302  =   0.99965441
 CQ3218
 CQ3218|---------------------------------------------------------------------|
 CQ3218| PID    Reference Object                     Distance      Geod. Az  |
 CQ3218|                                                           dddmmss.s |
 CQ3218| CX6716 MARSH RM 1                           14.875 METERS 06440     |
 CQ3218| CX6717 MARSH RM 2                           14.935 METERS 14445     |
 CQ3218| CX6715 MARSH AZ MK                                        1803215.8 |
 CQ3218| CQ3219 MARSH A                              15.622 METERS 24704     |
 CQ3218|---------------------------------------------------------------------|
 CQ3218
 CQ3218                          SUPERSEDED SURVEY CONTROL
 CQ3218
 CQ3218  NAD 83(1992)-  32 17 12.66270(N)    093 45 33.15705(W) AD(       ) 2
 CQ3218  NAD 83(1986)-  32 17 12.67343(N)    093 45 33.14883(W) AD(       ) 2
 CQ3218  NAD 27      -  32 17 12.10490(N)    093 45 32.50375(W) AD(       ) 2
 CQ3218  NGVD 29 (07/19/86)   80.8    (m)          265.     (f) VERT ANG       
 CQ3218
 CQ3218.Superseded values are not recommended for survey control.
 CQ3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3218.See file dsdata.txt to determine how the superseded data were derived.
 CQ3218
 CQ3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2851272485(NAD 83)
 CQ3218_MARKER: DD = SURVEY DISK
 CQ3218_SETTING: 0 = UNSPECIFIED SETTING
 CQ3218
 CQ3218  HISTORY     - Date     Condition        Report By
 CQ3218  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3218  HISTORY     - 19960907 GOOD             USPSQD
 CQ3218
 CQ3218                          STATION DESCRIPTION
 CQ3218
 CQ3218'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3218'THE STATION IS LOCATED 8.6 MILES SOUTH OF SHREVEPORT AND 7.2
 CQ3218'MILES SOUTH OF INTERSECTION OF STATE HIGHWAY 526 AND ON PROPERTY
 CQ3218'OWNED BY MR. MARSHALL.  IT IS 38.80 FEET WEST OF A METAL
 CQ3218'WITNESS POST AND SIGN IN FENCE, 65.0 FEET WEST OF CENTER OF
 CQ3218'LINWOOD ROAD, 92.10 FEET NORTHWEST OF A 10 INCH GUM TREE,
 CQ3218'124.35 FEET SOUTHWEST OF A BRACE POST IN FENCE, STATION IS SET
 CQ3218'IN FIRST TERRACE ROW WEST OF FENCE AROUND PASTURE.  IT IS A
 CQ3218'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3218'SURVEY DISK STAMPED MARSH 1969 8 INCHES BELOW THE SURFACE OF
 CQ3218'THE GROUND.
 CQ3218'
 CQ3218'REFERENCE MARK NO. 1 IS 48.80 FEET NORTHEAST OF THE STATION.  IT
 CQ3218'IS 31.80 FEET NORTH OF WITNESS POST IN FENCE, 1.10 FEET EAST
 CQ3218'OF FENCE, 27.0 FEET WEST OF CENTER OF LINWOOD ROAD, 114.70 FEET
 CQ3218'NORTH OF A 10 INCH GUM TREE, 88.0 FEET SOUTH OF A BRACE POST
 CQ3218'IN FENCE, 48.25 FEET WEST OF FENCE ACROSS ROAD.  IT IS A
 CQ3218'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3218'SURVEY DISK STAMPED R.M. NO. 1 MARSH 1969 PROJECTING 3 INCHES.
 CQ3218'
 CQ3218'REFERENCE MARK NO. 2 IS 49.00 FEET SOUTHEAST OF THE STATION.  IT
 CQ3218'IS 31.30 FEET SOUTH OF WITNESS POST IN FENCE, 0.95 FEET EAST OF
 CQ3218'FENCE, 27.80 FEET WEST OF CENTER OF LINWOOD ROAD, 51.0 FEET
 CQ3218'NORTH OF A 10 INCH GUM TREE, 55.0 FEET SOUTH OF BRACE POST
 CQ3218'IN FENCE, AND 48.0 FEET WEST OF FENCE ON OTHER SIDE OF LINWOOD
 CQ3218'ROAD.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST
 CQ3218'AND GEODETIC SURVEY DISK STAMPED R.M. NO. 2 MARSH 1969
 CQ3218'PROJECTING 3 INCHES.
 CQ3218'
 CQ3218'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 62.88 FEET.
 CQ3218'
 CQ3218'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION.  IT IS 23.55
 CQ3218'FEET WEST OF CENTER OF A DIRT ROAD, 35.75 FEET SOUTH OF CENTER OF
 CQ3218'STONEWALL ROAD, 7.80 FEET NORTH OF FENCE CORNER, 7.10 FEET
 CQ3218'NORTHEAST OF A POWER POLE AND 2.45 FEET EAST OF A METAL WITNESS
 CQ3218'POST.
 CQ3218'
 CQ3218'TO REACH THE AZIMUTH MARK FROM STATION, DRIVE SOUTH ALONG
 CQ3218'LINWOOD DRIVE FOR 0.4 MILE TO MARK SET IN SOUTHWEST QUADRANT
 CQ3218'OF INTERSECTION OF LINWOOD ROAD AND STONEWALL ROAD.  IT IS A
 CQ3218'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3218'SURVEY DISK STAMPED AZ.MK. MARSH 1969, PROJECTING 3 INCHES.
 CQ3218'
 CQ3218'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CQ3218'526 AND LINWOOD ROAD IN SOUTH SHREVEPORT, DRIVE SOUTH ON
 CQ3218'LINWOOD ROAD FOR 7.2 MILES TO STATION ON RIGHT SET IN PASTURE.
 CQ3218'
 CQ3218'CUT IN RADIO MAST AT OLD AMUNITION PLANT.
 CQ3218
 CQ3218                          STATION RECOVERY (1996)
 CQ3218
 CQ3218'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2581 ***********************************************************************
 AU2581  DESIGNATION -  MARSH IS BAYOU BLANC CAMP CUP
 AU2581  PID         -  AU2581
 AU2581  STATE/COUNTY-  LA/IBERIA
 AU2581  USGS QUAD   -  BAYOU BLANC (1968)
 AU2581
 AU2581                         *CURRENT SURVEY CONTROL
 AU2581  ___________________________________________________________________
 AU2581* NAD 83(1992)-  29 31 31.15267(N)    091 46 19.20998(W)     ADJUSTED  
 AU2581* NAVD 88     -                                                        
 AU2581  ___________________________________________________________________
 AU2581  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2581  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AU2581
 AU2581  HORZ ORDER  -  THIRD
 AU2581
 AU2581.The horizontal coordinates were established by classical geodetic methods
 AU2581.and adjusted by the National Geodetic Survey in January 1993..
 AU2581
 AU2581
 AU2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2581
 AU2581.The geoid height was determined by GEOID03.
 AU2581
 AU2581;                    North         East     Units Scale Factor Converg.
 AU2581;SPC LA S     -   113,733.589   957,476.246   MT  0.99995995   -0 13 09.6
 AU2581;SPC LA S     -   373,140.95  3,141,319.98   sFT  0.99995995   -0 13 09.6
 AU2581;UTM  15      - 3,266,817.394   619,001.800   MT  0.99977473   +0 36 18.9
 AU2581
 AU2581                          SUPERSEDED SURVEY CONTROL
 AU2581
 AU2581  NAD 83(1986)-  29 31 31.17694(N)    091 46 19.20413(W) AD(       ) 4
 AU2581  NAD 27      -  29 31 30.40100(N)    091 46 18.78000(W) AD(       ) 3
 AU2581
 AU2581.Superseded values are not recommended for survey control.
 AU2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2581.See file dsdata.txt to determine how the superseded data were derived.
 AU2581
 AU2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1900266817(NAD 83)
 AU2581_MARKER: 86 = CUPOLA
 AU2581
 AU2581  HISTORY     - Date     Condition        Report By
 AU2581  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2581
 AU2581                          STATION DESCRIPTION
 AU2581
 AU2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2581'THE CUPOLA IS IN THE CENTER OF THE ROOF OF A LARGE FRAME
 AU2581'BUILDING AT THE STATE DEPARTMENT OF CONSERVATION CAMP, NEAR
 AU2581'THE MOUTH OF BAYOU BLANC, ON THE SOUTHEASTERN SHORE OF MARSH
 AU2581'ISLAND.
 AU2581'
 AU2581'THE TOP AND CENTER OF THE CUPOLA WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2916 ***********************************************************************
 CP2916  DESIGNATION -  MARSHALL
 CP2916  PID         -  CP2916
 CP2916  STATE/COUNTY-  LA/MADISON
 CP2916  USGS QUAD   -  ASHLY (1972)
 CP2916
 CP2916                         *CURRENT SURVEY CONTROL
 CP2916  ___________________________________________________________________
 CP2916* NAD 83(1992)-  32 25 33.96274(N)    091 02 03.67032(W)     ADJUSTED  
 CP2916* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 CP2916  ___________________________________________________________________
 CP2916  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CP2916  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP2916
 CP2916  HORZ ORDER  -  SECOND
 CP2916
 CP2916.The horizontal coordinates were established by classical geodetic methods
 CP2916.and adjusted by the National Geodetic Survey in May 1994..
 CP2916
 CP2916.The orthometric height was scaled from a topographic map.
 CP2916
 CP2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2916
 CP2916.The geoid height was determined by GEOID03.
 CP2916
 CP2916;                    North         East     Units Scale Factor Converg.
 CP2916;SPC LA N     -   214,491.781 1,137,838.746   MT  0.99995399   +0 46 29.6
 CP2916;SPC LA N     -   703,711.78  3,733,059.29   sFT  0.99995399   +0 46 29.6
 CP2916;SPC MS W     -   324,613.763   634,069.228   MT  1.00000358   -0 22 33.3
 CP2916;SPC MS W     - 1,065,003.65  2,080,275.46   sFT  1.00000358   -0 22 33.3
 CP2916;UTM  15      - 3,589,367.683   684,817.633   MT  1.00002123   +1 03 15.5
 CP2916
 CP2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2916!SPC LA N     -   0.99999852  x   0.99995399  =   0.99995251
 CP2916!SPC MS W     -   0.99999852  x   1.00000358  =   1.00000210
 CP2916!UTM  15      -   0.99999852  x   1.00002123  =   1.00001975
 CP2916
 CP2916:                Primary Azimuth Mark                     Grid Az
 CP2916:SPC LA N     -  VICKSBURG CORPS ENG RADIO MAST           108 48 30.9
 CP2916:SPC MS W     -  VICKSBURG CORPS ENG RADIO MAST           109 57 33.8
 CP2916:UTM  15      -  VICKSBURG CORPS ENG RADIO MAST           108 31 45.0
 CP2916
 CP2916|---------------------------------------------------------------------|
 CP2916| PID    Reference Object                     Distance      Geod. Az  |
 CP2916|                                                           dddmmss.s |
 CP2916| CP2763 VICKSBURG CORPS ENG RADIO MAST      APPROX.20.4 KM 1093500.5 |
 CP2916| CP2776 VICKSBURG COURTHOUSE CUPOLA         APPROX.16.8 KM 1191127.6 |
 CP2916| CY4983 MARSHALL RM 1                        28.467 METERS 12706     |
 CP2916| CY4982 MARSHALL AZ MK                                     1312924.6 |
 CP2916| CY4984 MARSHALL RM 2                        29.096 METERS 26112     |
 CP2916|---------------------------------------------------------------------|
 CP2916
 CP2916                          SUPERSEDED SURVEY CONTROL
 CP2916
 CP2916  NAD 83(1992)-  32 25 33.97398(N)    091 02 03.66534(W) AD(       ) 2
 CP2916  NAD 83(1986)-  32 25 33.97537(N)    091 02 03.66572(W) AD(       ) 2
 CP2916  NAD 27      -  32 25 33.46240(N)    091 02 03.28040(W) AD(       ) 2
 CP2916
 CP2916.Superseded values are not recommended for survey control.
 CP2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2916.See file dsdata.txt to determine how the superseded data were derived.
 CP2916
 CP2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8481889368(NAD 83)
 CP2916_MARKER: DS = TRIANGULATION STATION DISK
 CP2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2916
 CP2916  HISTORY     - Date     Condition        Report By
 CP2916  HISTORY     - 1959     MONUMENTED       CGS
 CP2916
 CP2916                          STATION DESCRIPTION
 CP2916
 CP2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2916'STATION IS LOCATED ABOUT 10-1/2 MILES NORTHWEST OF VICKSBURG,
 CP2916'9-1/4 MILES EAST OF TALLULAH, 6 MILES NORTH OF MOUND AND
 CP2916'1/4 MILE SOUTH OF THE SOUTH BANK OF THE MISSISSIPPI RIVER
 CP2916'AT THE INTERSECTION OF AN EAST-WEST LEVEE AND A LEVEE EXTENDING
 CP2916'SOUTHEAST.
 CP2916'
 CP2916'REACHED FROM THE POST OFFICE IN MOUND BY GOING NORTH ON
 CP2916'GRAVEL ROAD FOR 0.1 MILE TO JUNCTION WITH U.S. HIGHWAY 80,
 CP2916'CROSS HIGHWAY AND CONTINUE NORTHERLY ON GRAVEL ROAD FOR
 CP2916'3.85 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW GRAVEL ROAD
 CP2916'NORTHERLY FOR 2.0 MILES TO END OF GRAVEL AT THE H.E. DODEN
 CP2916'RESIDENCE, FROM END OF GRAVEL TURN LEFT, WEST THEN NORTH,
 CP2916'ON TRACK ROAD, PASSING ON THE WEST SIDE OF A CULTIVATED
 CP2916'FIELD, FOR 0.45 MILE TO FORKS (TO REACH THE AZIMUTH MARK
 CP2916'FROM HERE TURN RIGHT ON RIGHT FORK FOR 0.05 MILE TO TOP OF
 CP2916'LEVEE, TURN RIGHT AND FOLLOW TRACK ROAD ALONG TOP OF LEVEE
 CP2916'FOR 305 FEET TO GATE AND MARK ON THE RIGHT), TAKE LEFT FORK
 CP2916'FOR 0.05 MILE TO TOP OF LEVEE, TURN LEFT AND FOLLOW TRACK
 CP2916'ROAD ALONG TOP OF LEVEE, NORTHWEST, FOR 0.95 MILE TO
 CP2916'INTERSECTION OF LEVEES AND STATION.
 CP2916'
 CP2916'STATION MARKS ARE STANDARD DISKS, STAMPED MARSHALL 1958.
 CP2916'THE SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE,
 CP2916'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 816
 CP2916'FEET EAST OF THE NORTH END CENTER OF A CATTLEGUARD ON THE
 CP2916'LEVEE, 27 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 CP2916'T-INTERSECTION OF THE LEVEES, 41 FEET WEST OF THE CENTER OF A
 CP2916'TRACK ROAD LEADING NORTH FROM THE EAST-WEST LEVEE AND 10
 CP2916'FEET NORTH OF THE CENTER OF THE EAST-WEST LEVEE.  A WHITE
 CP2916'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.  THE
 CP2916'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2916'32 INCHES BELOW THE SURFACE OF THE GROUND.
 CP2916'
 CP2916'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MARSHALL NO 1
 CP2916'1958, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 CP2916'FLUSH WITH THE GROUND SURFACE.  IT IS 895 FEET EAST OF THE
 CP2916'NORTH END CENTER OF THE CATTLEGUARD, 68 FEET SOUTHEAST OF
 CP2916'THE CENTER OF THE INTERSECTION OF THE LEVEES, 40 FEET SOUTH
 CP2916'OF THE CENTER OF THE EAST-WEST LEVEE, AND 15 FEET NORTHEAST
 CP2916'OF THE CENTER OF THE LEVEE EXTENDING SOUTHEAST.
 CP2916'
 CP2916'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MARSHALL NO 2
 CP2916'1958, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST FLUSH
 CP2916'WITH THE GROUND SURFACE.  IT IS 722 FEET EAST OF THE NORTH
 CP2916'END CENTER OF THE CATTLEGUARD, 112 FEET WEST OF THE CENTER
 CP2916'OF THE INTERSECTION OF THE LEVEES AND 12 FEET SOUTH OF THE
 CP2916'EAST-WEST LEVEE.
 CP2916'
 CP2916'AZIMUTH MARK IS A STANDARD DISK, STAMPED MARSHALL 1958, SET
 CP2916'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 5
 CP2916'INCHES.  IT IS 305 FEET SOUTHEAST OF THE INTERSECTION OF A
 CP2916'TRACK ROAD ON TOP OF LEVEE AND TRACK ROAD CROSSING LEVEE,
 CP2916'252 FEET EAST OF A FENCE CORNER OF A LEVEE RIGHT-OF-WAY
 CP2916'FENCE AND PROPERTY LINE FENCE, 106 FEET NORTHEAST OF A T-FENCE
 CP2916'CORNER OF A LEVEE RIGHT-OF-WAY FENCE AND FENCE CROSSING
 CP2916'LEVEE, 12 FEET SOUTHWEST OF THE CENTER OF THE LEVEE AND 1
 CP2916'FOOT NORTHWEST OF THE FENCE CROSSING LEVEE.  A WHITE WITNESS
 CP2916'POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 CP2916'
 CP2916'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1331 ***********************************************************************
 AT1331  DESIGNATION -  MARTELLO
 AT1331  PID         -  AT1331
 AT1331  STATE/COUNTY-  LA/ST BERNARD
 AT1331  USGS QUAD   -  MARTELLO CASTLE (1994)
 AT1331
 AT1331                         *CURRENT SURVEY CONTROL
 AT1331  ___________________________________________________________________
 AT1331* NAD 83(1992)-  29 56 42.46878(N)    089 50 07.18069(W)     ADJUSTED  
 AT1331* NAVD 88     -         8.8  **(meters)      29.   **(feet)  VERTCON   
 AT1331  **This station is located in a subsidence area (see below).
 AT1331  ___________________________________________________________________
 AT1331  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AT1331  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AT1331
 AT1331  HORZ ORDER  -  SECOND
 AT1331
 AT1331.The horizontal coordinates were established by classical geodetic methods
 AT1331.and adjusted by the National Geodetic Survey in January 1993..
 AT1331
 AT1331 ** The orthometric height has not been validated since last determined
 AT1331 ** by differential leveling and should not be used for control purposes.
 AT1331 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1331 ** area with valid NAVD 88 orthometric heights.
 AT1331 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1331 ** epoch indicated which incorporates improved geoid heights for the
 AT1331 ** Southern Louisiana Subsidence area.
 AT1331 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1331
 AT1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1331
 AT1331.The geoid height was determined by GEOID03.
 AT1331
 AT1331;                    North         East     Units Scale Factor Converg.
 AT1331;SPC LA S     -   161,129.634 1,144,601.623   MT  0.99992621   +0 44 56.5
 AT1331;SPC LA S     -   528,639.47  3,755,247.16   sFT  0.99992621   +0 44 56.5
 AT1331;UTM  16      - 3,316,087.154   226,332.429   MT  1.00052413   -1 24 58.3
 AT1331
 AT1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1331!SPC LA S     -   1.00000270  x   0.99992621  =   0.99992891
 AT1331!UTM  16      -   1.00000270  x   1.00052413  =   1.00052683
 AT1331
 AT1331|---------------------------------------------------------------------|
 AT1331| PID    Reference Object                     Distance      Geod. Az  |
 AT1331|                                                           dddmmss.s |
 AT1331| DD7412 MARTELLO RM 1                         8.022 METERS 12338     |
 AT1331| AT1336 YSCLOSKEY GAS CO MAST               APPROX. 8.8 KM 1753547.3 |
 AT1331| DD7413 MARTELLO RM 2                         6.680 METERS 22536     |
 AT1331| DD7411 MARTELLO AZ MK                                     2373755.9 |
 AT1331| AT1364 CHALMETTE KAISER ALUM STACK         APPROX.13.9 KM 2675923.0 |
 AT1331|---------------------------------------------------------------------|
 AT1331
 AT1331                          SUPERSEDED SURVEY CONTROL
 AT1331
 AT1331  NAD 83(1986)-  29 56 42.48098(N)    089 50 07.18007(W) AD(       ) 2
 AT1331  NAD 27      -  29 56 41.74910(N)    089 50 06.95300(W) AD(       ) 2
 AT1331  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 AT1331
 AT1331.Superseded values are not recommended for survey control.
 AT1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1331.See file dsdata.txt to determine how the superseded data were derived.
 AT1331
 AT1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2633216087(NAD 83)
 AT1331_MARKER: DS = TRIANGULATION STATION DISK
 AT1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1331+STABILITY: SURFACE MOTION
 AT1331
 AT1331  HISTORY     - Date     Condition        Report By
 AT1331  HISTORY     - 1966     MONUMENTED       CGS
 AT1331  HISTORY     - 1969     MARK NOT FOUND   CGS
 AT1331  HISTORY     - 1969     GOOD             CGS
 AT1331  HISTORY     - 1972     GOOD             NGS
 AT1331
 AT1331                          STATION DESCRIPTION
 AT1331
 AT1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1331'THE STATION IS LOCATED ABOUT 16 MILES EAST OF THE CENTER OF NEW
 AT1331'ORLEANS, 6-1/2
 AT1331'MILES WEST OF PROCTOR POINT, ALONG THE SOUTH SHORE OF
 AT1331'LAKE BORGNE, AT THE MOUTH OF
 AT1331'BAYOU DUPRE, 0.2 MILE NORTHEAST OF THE
 AT1331'MISSISSIPPI RIVER GULF OUTLET.  IT IS ON THE
 AT1331'TOP OF THE NORTH WALL OF A
 AT1331'BRICK STRUCTURE, LOCALLY KNOWN AS MARTELLO CASTLE.  THE BRICK
 AT1331'STRUCTURE PROJECTS
 AT1331'30 FEET ABOVE THE WATER, AND THE TOP OF THE WALL IS 52 INCHES WIDE.
 AT1331'
 AT1331'THE STATION MARK IS A STANDARD DISK STAMPED MARTELLO 1966, CEMENTED
 AT1331'IN A DRILLED HOLE
 AT1331'NEAR THE CENTER OF THE TOP OF THE NORTH WALL OF THE STRUCTURE.
 AT1331'
 AT1331'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MARTELLO NO 1 1966,
 AT1331'CEMENTED IN A
 AT1331'DRILLED HOLE NEAR THE CENTER OF THE TOP OF THE SOUTHEAST
 AT1331'WALL OF THE STRUCTURE.
 AT1331'
 AT1331'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MARTELLO NO 2 1966,
 AT1331'CEMENTED IN A
 AT1331'DRILLED HOLE NEAR THE CENTER OF THE TOP OF THE SOUTHWEST
 AT1331'WALL OF THE STRUCTURE.
 AT1331'
 AT1331'AZIMUTH MARK, A STANDARD DISK STAMPED MARTELLO 1966, CRIMPED TO THE
 AT1331'TOP OF A 5/8 INCH
 AT1331'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED IN
 AT1331'A 4 INCH ORANGEBURG PIPE WHICH
 AT1331'PROJECTS 24 INCHES.  IT IS ABOUT 200 FEET
 AT1331'WEST OF THE INTERSECTION OF BAYOU DUPRE AND THE
 AT1331'MISSISSIPPI RIVER GULF
 AT1331'OUTLET, 24 FEET SOUTHWEST OF THE SOUTH EDGE OF THE GULF OUTLET, 2
 AT1331'FEET EAST OF THE
 AT1331'NORTHEAST CORNER OF THE PILING OF THE MISSISSIPPI RIVER GULF
 AT1331'OUTLET LIGHT NO. 113, AND 1
 AT1331'FOOT WEST OF A METAL WITNESS POST.
 AT1331'
 AT1331'N.O., DIST. ENG. MARK NO. 20 IS A NEW ORLEANS DISTRICT ENGINEERS
 AT1331'MARK STAMPED NO 20
 AT1331'(STATION) 3.15 PLUS 872 (ELEVATION) 4.37.  IT IS A BRONZE
 AT1331'DISK SET IN THE TOP OF A 6 INCH
 AT1331'CONCRETE POST, WITH A SMALL TRIANGLE
 AT1331'FORMED BY 3 SMALL NAILS, ON THE TOP, JUST WEST OF
 AT1331'THE DISK.  THE CONCRETE
 AT1331'POST PROJECTS ABOUT 27 INCHES ABOVE THE WATER DURING LOW TIDE.  IT
 AT1331'LOCATED AT THE
 AT1331'MOUTH OF THE BAYOU DUPRE, ALONG THE SOUTHEAST SIDE.
 AT1331'
 AT1331'NOTE- IT WAS FOUND OUT AT A LATER DATE THAT THE OLD CASTLE IS NOW
 AT1331'OWNED BY MR.
 AT1331'MERRILL PEREZ SR. OF VIOLET, LOUISIANA, WHO PLANS CONSTRUCTION
 AT1331'OF A ROOF ON CASTLE.
 AT1331
 AT1331                          STATION RECOVERY (1969)
 AT1331
 AT1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 AT1331'STATION NOT RECOVERED.  A ROOF HAS BEEN BUILT ON THE STRUCTURE AS
 AT1331'INDICATED BY THE NOTE APPENDED TO THE 1966 DESCRIPTION.  THE COPING
 AT1331'HAS BEEN COVERED WITH METAL AND THE STATION HAS PROBABLY BEEN
 AT1331'COVERED OR DESTROYED.  THE BUILDING WAS LOCKED AND NO EFFORT WAS
 AT1331'MADE TO OBTAIN ENTRANCE.
 AT1331
 AT1331                          STATION RECOVERY (1969)
 AT1331
 AT1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1331'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1331'AFTER HURRICANE CAMILLE.  THE RMS WERE FOUND IN GOOD CONDITION.
 AT1331
 AT1331                          STATION RECOVERY (1972)
 AT1331
 AT1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 AT1331'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AT1331'
 AT1331'IT WAS FOUND AT THIS TIME A ROOF HAS BEEN INSTALLED ON THIS CASTLE.
 AT1331'THE MARKS ARE UNDER THIS ROOF AND HOLES WOULD HAVE TO BE MADE IN THE
 AT1331'ROOF TO USE ANY OF THESE MARKS.  IT WAS FURTHER NOTICED THAT THE
 AT1331'WAY THE ROOF IS MADE A TRIPOD COULD NOT BE USED.  ANYONE NOW TRYING
 AT1331'TO USE THIS STATION MARK WOULD HAVE TO GO TO A GREAT EXPENSE.
 AT1331'
 AT1331'A BOAT WAS USED TO VISIT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1332 ***********************************************************************
 AT1332  DESIGNATION -  MARTELLO TOWER 1853
 AT1332  PID         -  AT1332
 AT1332  STATE/COUNTY-  LA/ST BERNARD
 AT1332  USGS QUAD   -  MARTELLO CASTLE (1994)
 AT1332
 AT1332                         *CURRENT SURVEY CONTROL
 AT1332  ___________________________________________________________________
 AT1332* NAD 83(1992)-  29 56 42.15102(N)    089 50 08.52380(W)     ADJUSTED  
 AT1332* NAVD 88     -        18.   **(meters)      59.   **(feet)  SCALED    
 AT1332  **This station is located in a subsidence area (see below).
 AT1332  ___________________________________________________________________
 AT1332  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AT1332  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AT1332
 AT1332  HORZ ORDER  -  THIRD
 AT1332
 AT1332.The horizontal coordinates were established by classical geodetic methods
 AT1332.and adjusted by the National Geodetic Survey in May 1994..
 AT1332
 AT1332 ** The orthometric height has not been validated since last determined
 AT1332 ** by differential leveling and should not be used for control purposes.
 AT1332 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1332 ** area with valid NAVD 88 orthometric heights.
 AT1332 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1332 ** epoch indicated which incorporates improved geoid heights for the
 AT1332 ** Southern Louisiana Subsidence area.
 AT1332 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1332.The orthometric height was scaled from a topographic map.
 AT1332
 AT1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1332
 AT1332.The geoid height was determined by GEOID03.
 AT1332
 AT1332;                    North         East     Units Scale Factor Converg.
 AT1332;SPC LA S     -   161,119.380 1,144,565.739   MT  0.99992622   +0 44 55.8
 AT1332;SPC LA S     -   528,605.83  3,755,129.43   sFT  0.99992622   +0 44 55.8
 AT1332;UTM  16      - 3,316,078.258   226,296.161   MT  1.00052438   -1 24 59.0
 AT1332
 AT1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1332!SPC LA S     -   1.00000127  x   0.99992622  =   0.99992749
 AT1332!UTM  16      -   1.00000127  x   1.00052438  =   1.00052565
 AT1332
 AT1332:                Primary Azimuth Mark                     Grid Az
 AT1332:SPC LA S     -  CAERNARVON 1873                          222 03 41.7
 AT1332:UTM  16      -  CAERNARVON 1873                          224 13 36.5
 AT1332
 AT1332|---------------------------------------------------------------------|
 AT1332| PID    Reference Object                     Distance      Geod. Az  |
 AT1332|                                                           dddmmss.s |
 AT1332| AT1347 CAERNARVON 1873                     APPROX.12.2 KM 2224837.5 |
 AT1332|---------------------------------------------------------------------|
 AT1332
 AT1332                          SUPERSEDED SURVEY CONTROL
 AT1332
 AT1332  NAD 83(1992)-  29 56 42.15704(N)    089 50 08.50904(W) AD(       ) 3
 AT1332  NAD 83(1986)-  29 56 42.15702(N)    089 50 08.50924(W) AD(       ) 3
 AT1332  NAD 27      -  29 56 41.56400(N)    089 50 06.91100(W) AD(       ) 3
 AT1332
 AT1332.Superseded values are not recommended for survey control.
 AT1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1332.See file dsdata.txt to determine how the superseded data were derived.
 AT1332
 AT1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2629616078(NAD 83)
 AT1332_MARKER: B = BOLT
 AT1332_SETTING: 0 = UNSPECIFIED SETTING
 AT1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1332
 AT1332  HISTORY     - Date     Condition        Report By
 AT1332  HISTORY     - 1853     MONUMENTED       CGS
 AT1332  HISTORY     - 1873     GOOD             CGS
 AT1332  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AT1332  HISTORY     - 1973     MARK NOT FOUND   NGS
 AT1332
 AT1332                          STATION DESCRIPTION
 AT1332
 AT1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1873
 AT1332'AT THE MOUTH OF BAYOU DUPREY ON LAKE BORGNE IN THE CENTER OF THE
 AT1332'DECK OF A CUPOLA.
 AT1332'THE TOP OF THE CUPOLA IS SLATE WITH TILES COVERING
 AT1332'ANGLES LAID WITH CEMENT.  THE STATION
 AT1332'IS MARKED BY A BRASS
 AT1332'BOLT 3 INCHES LONG WHICH IS DRIVEN FLUSH WITH THE FLOOR.
 AT1332'A CROSS WAS CUT TO MARK THE CENTER.
 AT1332
 AT1332                          STATION RECOVERY (1952)
 AT1332
 AT1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1332'STATION SEARCHED FOR AND FOUND
 AT1332'DESTROYED.  ONLY PORTIONS OF THE WALLS REMAIN STANDING,
 AT1332'ABOUT 500 FEET OFFSHORE IN LAKE BORGNE.
 AT1332
 AT1332                          STATION RECOVERY (1973)
 AT1332
 AT1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 AT1332'STATION MARK WAS NOT FOUND.  A NEW CONE ROOF HAS BEEN BUILT OVER THE
 AT1332'TOP OF THE CASTLE IN THE LATE 1960S WITH THE TOP OF THE CONE IN THE
 AT1332'CENTER OF THE STRUCTURE.  IT IS FELT THAT THE APEX OF THE CONE ROOF
 AT1332'REPRESENTS A GOOD POSITION OF THIS THIRD ORDER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2864 ***********************************************************************
 BX2864  DESIGNATION -  MARTHA
 BX2864  PID         -  BX2864
 BX2864  STATE/COUNTY-  LA/NATCHITOCHES
 BX2864  USGS QUAD   -  MARTHAVILLE (1988)
 BX2864
 BX2864                         *CURRENT SURVEY CONTROL
 BX2864  ___________________________________________________________________
 BX2864* NAD 83(1992)-  31 44 20.49451(N)    093 23 33.56157(W)     ADJUSTED  
 BX2864* NAVD 88     -        78.6    (meters)     258.     (feet)  VERTCON   
 BX2864  ___________________________________________________________________
 BX2864  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BX2864  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2864
 BX2864  HORZ ORDER  -  SECOND
 BX2864
 BX2864.The horizontal coordinates were established by classical geodetic methods
 BX2864.and adjusted by the National Geodetic Survey in January 1993..
 BX2864
 BX2864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2864
 BX2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2864
 BX2864.The geoid height was determined by GEOID03.
 BX2864
 BX2864;                    North         East     Units Scale Factor Converg.
 BX2864;SPC LA N     -   137,725.253   915,419.849   MT  0.99991958   -0 28 19.0
 BX2864;SPC LA N     -   451,853.60  3,003,339.95   sFT  0.99991958   -0 28 19.0
 BX2864;UTM  15      - 3,511,576.361   462,806.746   MT  0.99961706   -0 12 23.6
 BX2864
 BX2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2864!SPC LA N     -   0.99999176  x   0.99991958  =   0.99991134
 BX2864!UTM  15      -   0.99999176  x   0.99961706  =   0.99960882
 BX2864
 BX2864|---------------------------------------------------------------------|
 BX2864| PID    Reference Object                     Distance      Geod. Az  |
 BX2864|                                                           dddmmss.s |
 BX2864| CV7941 MARTHA RM 2                          12.665 METERS 00648     |
 BX2864| BX2865 MARTHA LDH 1971 A PT                  9.793 METERS 24254     |
 BX2864| CV7939 MARTHA AZ MK                                       2750543.0 |
 BX2864| CV7940 MARTHA RM 1                           8.002 METERS 27916     |
 BX2864|---------------------------------------------------------------------|
 BX2864
 BX2864                          SUPERSEDED SURVEY CONTROL
 BX2864
 BX2864  NAD 83(1986)-  31 44 20.50740(N)    093 23 33.55545(W) AD(       ) 2
 BX2864  NAD 27      -  31 44 19.90548(N)    093 23 32.92800(W) AD(       ) 2
 BX2864  NGVD 29 (07/19/86)   78.7    (m)          258.     (f) VERT ANG       
 BX2864
 BX2864.Superseded values are not recommended for survey control.
 BX2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2864.See file dsdata.txt to determine how the superseded data were derived.
 BX2864
 BX2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR6280711576(NAD 83)
 BX2864_MARKER: DD = SURVEY DISK
 BX2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2864
 BX2864  HISTORY     - Date     Condition        Report By
 BX2864  HISTORY     - 1971     MONUMENTED       LADH
 BX2864  HISTORY     - 19950506 GOOD             USPSQD
 BX2864  HISTORY     - 20060611 GOOD             USPSQD
 BX2864
 BX2864                          STATION DESCRIPTION
 BX2864
 BX2864'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2864'THE STATION IS LOCATED 6 MILES NORTHWEST OF ROBELINE, 12 MILES
 BX2864'NORTHEAST OF MANY AND 19 MILES WEST OF NATCHITOCES, IN THE NORTHWEST
 BX2864'1/4 OF SECTION 28, T9N, R10W, AND ON THE PROPERTY OWNED BY
 BX2864'LOUISIANNA DEPARTMENT OF HIGHWAYS.
 BX2864'
 BX2864'TO REACH THE STATION FROM THER JUNCTION OF STATE HIGHWAYS 120 AND
 BX2864'487 IN MARTHAVILLE DRIVE WEST ALONG STATE HIGHWAY 120 FOR 0.6 MILE.
 BX2864'THE STATION IS SET ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR THE
 BX2864'BAPTIST CHURCH PARSONAGE AND A FENCE.
 BX2864'
 BX2864'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG STATE
 BX2864'HIGHWAY 120 FOR APPROXIMATELY 0.3 MILE.  THE MARK IS SET ON THE
 BX2864'RIGHT AND NORTH OF THE HIGHWAY NEAR A FENCE.
 BX2864'
 BX2864'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2864'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BX2864'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2864'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2864'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2864'STAMPED MARTHA 1971.  THE MARK IS 79 FEET NORTHWEST OF A 36 INCH
 BX2864'OAK TREE, 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BX2864'MARTHAVILLE BAPTIST PARSONAGE, 31 FEET NORTH OF THE CENTER OF STATE
 BX2864'HIGHWAY 120, 2 FEET SOUTH OF A FENCE, AND 1.5 FEET SOUTH-SOUTHWEST
 BX2864'OF A METAL WITNESS POST AND SIGN.
 BX2864'
 BX2864'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2864'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2864'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2864'STAMPED MARTHA R. M. 1 1971.  IT IS 59 FEET EAST OF THE CENTER OF
 BX2864'A CATTLE GUARD, 46 FEET SOUTH OF THE SOUTHEAST CORNER OF
 BX2864'MARTHAVILLE BAPTIST PARSONAGE, 32 FEET NORTH OF THE CENTER OF
 BX2864'STATE HIGHWAY 120, AND 2 FEET SOUTH OF A FENCE.
 BX2864'
 BX2864'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2864'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2864'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2864'STAMPED MARTHA R. M. 2 1971.  IT IS 39 FEET NORTH OF AN EAST-WEST
 BX2864'FENCE, 34 FEET EAST OF THE SOUTHEAST CORNER OF THE MARTHAVILLE
 BX2864'BAPTIST PARSONAGE, 20 FEET SOUTH-SOUTHEAST OF A 14-INCH PECAN
 BX2864'TREE, AND 2 FEET WEST OF A NORTH-SOUTH FENCE.
 BX2864'
 BX2864'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2864'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2864'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2864'STAMPED MARTHA AZ. MK. 1971.  IT IS 87 FEET EAST OF THE CENTER OF
 BX2864'A LANE LEADING TO A HOUSE, 43 FEET SOUTHEAST OF A 24 INCH OAK
 BX2864'TREE, 31 FEET NORTH OF THE CENTER OF STATE HIGHWAY 120, 2 FEET
 BX2864'WEST OF A METAL WITNESS POST AND SIGN, AND 1.5 FEET SOUTH OF A
 BX2864'FENCE.
 BX2864'
 BX2864'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BX2864
 BX2864                          STATION RECOVERY (1995)
 BX2864
 BX2864'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2864'RECOVERED IN GOOD CONDITION.
 BX2864
 BX2864                          STATION RECOVERY (2006)
 BX2864
 BX2864'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BX2864'RM 1 AND RM 2 FOUND IN GOOD CONDITION ALSO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2916 ***********************************************************************
 AU2916  DESIGNATION -  MARTIGAN 1911
 AU2916  PID         -  AU2916
 AU2916  STATE/COUNTY-  LA/JEFFERSON
 AU2916  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2916
 AU2916                         *CURRENT SURVEY CONTROL
 AU2916  ___________________________________________________________________
 AU2916* NAD 83(1992)-  29 15 59.23075(N)    090 01 05.31097(W)     ADJUSTED  
 AU2916* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2916  **This station is located in a subsidence area (see below).
 AU2916  ___________________________________________________________________
 AU2916  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AU2916  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AU2916
 AU2916  HORZ ORDER  -  SECOND
 AU2916
 AU2916.The horizontal coordinates were established by classical geodetic methods
 AU2916.and adjusted by the National Geodetic Survey in January 1993..
 AU2916
 AU2916 ** The orthometric height has not been validated since last determined
 AU2916 ** by differential leveling and should not be used for control purposes.
 AU2916 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2916 ** area with valid NAVD 88 orthometric heights.
 AU2916 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2916 ** epoch indicated which incorporates improved geoid heights for the
 AU2916 ** Southern Louisiana Subsidence area.
 AU2916 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2916.The orthometric height was scaled from a topographic map.
 AU2916
 AU2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2916
 AU2916.The geoid height was determined by GEOID03.
 AU2916
 AU2916;                    North         East     Units Scale Factor Converg.
 AU2916;SPC LA S     -    85,692.799 1,127,818.899   MT  1.00000727   +0 39 27.4
 AU2916;SPC LA S     -   281,143.79  3,700,185.84   sFT  1.00000727   +0 39 27.4
 AU2916;UTM  15      - 3,241,195.056   789,753.566   MT  1.00063613   +1 27 31.6
 AU2916;UTM  16      - 3,241,285.434   206,718.948   MT  1.00066151   -1 28 35.5
 AU2916
 AU2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2916!SPC LA S     -   1.00000377  x   1.00000727  =   1.00001104
 AU2916!UTM  15      -   1.00000377  x   1.00063613  =   1.00063990
 AU2916!UTM  16      -   1.00000377  x   1.00066151  =   1.00066528
 AU2916
 AU2916:                Primary Azimuth Mark                     Grid Az
 AU2916:SPC LA S     -  BARATARIA LIGHTHOUSE 1911                082 53 20.5
 AU2916:UTM  15      -  BARATARIA LIGHTHOUSE 1911                082 05 16.3
 AU2916:UTM  16      -  BARATARIA LIGHTHOUSE 1911                085 01 23.4
 AU2916
 AU2916|---------------------------------------------------------------------|
 AU2916| PID    Reference Object                     Distance      Geod. Az  |
 AU2916|                                                           dddmmss.s |
 AU2916| AT1211 BARATARIA LIGHTHOUSE 1911           APPROX. 7.1 KM 0833247.9 |
 AU2916| AT1209 BAYOU REGAULT LIGHT                 APPROX. 5.4 KM 0915019.6 |
 AU2916|---------------------------------------------------------------------|
 AU2916
 AU2916                          SUPERSEDED SURVEY CONTROL
 AU2916
 AU2916  NAD 83(1986)-  29 15 59.24456(N)    090 01 05.32069(W) AD(       ) 2
 AU2916  NAD 27      -  29 15 58.43300(N)    090 01 05.06200(W) AD(       ) 2
 AU2916
 AU2916.Superseded values are not recommended for survey control.
 AU2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2916.See file dsdata.txt to determine how the superseded data were derived.
 AU2916
 AU2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8975441195(NAD 83)
 AU2916_MARKER: DS = TRIANGULATION STATION DISK
 AU2916_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2916_SP_SET: METAL PIPE AND CONCRETE SURROUND
 AU2916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2916
 AU2916  HISTORY     - Date     Condition        Report By
 AU2916  HISTORY     - 1911     MONUMENTED       CGS
 AU2916  HISTORY     - 1953     MARK NOT FOUND   CGS
 AU2916
 AU2916                          STATION DESCRIPTION
 AU2916
 AU2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (ES)
 AU2916'IN ABOUT 3 FEET OF WATER ABOUT 6 METERS (20 FEET) OFF THE NE
 AU2916'POINT OF AN ISLAND IN BAY DES ILETTES.  THE STATION IS MARKED
 AU2916'WITH A GALVANIZED IRON PIPE 1-1/4 INCHES IN DIAMETER AND 7
 AU2916'FEET LONG DRIVEN INTO THE GROUND WITH THE TOP PROJECTING 10
 AU2916'INCHES ABOVE THE SURFACE.  A COPPER DISK TRIANGULATION STATION
 AU2916'MARK IS FASTENED IN THE PIPE AND THE PIPE IS SURROUNDED WITH
 AU2916'A BLOCK OF CONCRETE ABOUT 1 FOOT SQUARE AND UP EVEN WITH THE
 AU2916'COPPER DISK.  THE REFERENCE MARK, A GALVANIZED IRON PIPE 10
 AU2916'FEET LONG WHICH PROJECTS ABOUT 3 FEET ABOVE THE SURFACE IS
 AU2916'8.95 METERS (29.4 FEET) FROM THE STATION S 83 DEG 48 MIN W.
 AU2916'THIS STATION WAS REPORTED LOST.
 AU2916
 AU2916                          STATION RECOVERY (1953)
 AU2916
 AU2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ALP)
 AU2916'THE 1934 RECOVERY NOTE IS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2917 ***********************************************************************
 AU2917  DESIGNATION -  MARTIGAN 2
 AU2917  PID         -  AU2917
 AU2917  STATE/COUNTY-  LA/JEFFERSON
 AU2917  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2917
 AU2917                         *CURRENT SURVEY CONTROL
 AU2917  ___________________________________________________________________
 AU2917* NAD 83(1992)-  29 15 44.86020(N)    090 01 14.14772(W)     ADJUSTED  
 AU2917* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2917  **This station is located in a subsidence area (see below).
 AU2917  ___________________________________________________________________
 AU2917  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AU2917  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AU2917
 AU2917  HORZ ORDER  -  SECOND
 AU2917
 AU2917.The horizontal coordinates were established by classical geodetic methods
 AU2917.and adjusted by the National Geodetic Survey in January 1993..
 AU2917
 AU2917 ** The orthometric height has not been validated since last determined
 AU2917 ** by differential leveling and should not be used for control purposes.
 AU2917 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2917 ** area with valid NAVD 88 orthometric heights.
 AU2917 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2917 ** epoch indicated which incorporates improved geoid heights for the
 AU2917 ** Southern Louisiana Subsidence area.
 AU2917 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2917.The orthometric height was scaled from a topographic map.
 AU2917
 AU2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2917
 AU2917.The geoid height was determined by GEOID03.
 AU2917
 AU2917;                    North         East     Units Scale Factor Converg.
 AU2917;SPC LA S     -    85,247.635 1,127,585.419   MT  1.00000816   +0 39 23.0
 AU2917;SPC LA S     -   279,683.28  3,699,419.83   sFT  1.00000816   +0 39 23.0
 AU2917;UTM  15      - 3,240,746.390   789,526.190   MT  1.00063450   +1 27 26.6
 AU2917;UTM  16      - 3,240,848.987   206,468.890   MT  1.00066333   -1 28 39.2
 AU2917
 AU2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2917!SPC LA S     -   1.00000377  x   1.00000816  =   1.00001193
 AU2917!UTM  15      -   1.00000377  x   1.00063450  =   1.00063827
 AU2917!UTM  16      -   1.00000377  x   1.00066333  =   1.00066710
 AU2917
 AU2917|---------------------------------------------------------------------|
 AU2917| PID    Reference Object                     Distance      Geod. Az  |
 AU2917|                                                           dddmmss.s |
 AU2917| DD7414 MARTIGAN 2 RM 1                      17.327 METERS 02122     |
 AU2917| AT1219 BRD                                 APPROX. 9.9 KM 0422130.4 |
 AU2917| AT1201 RED                                 APPROX. 7.0 KM 0552206.3 |
 AU2917| AT1209 BAYOU REGAULT LIGHT                 APPROX. 5.7 KM 0871754.2 |
 AU2917| AU2945 GRAND ISLE SW BASE 2                APPROX. 4.5 KM 1681139.7 |
 AU2917| DD7415 MARTIGAN 2 RM 2                      16.520 METERS 29852     |
 AU2917|---------------------------------------------------------------------|
 AU2917
 AU2917                          SUPERSEDED SURVEY CONTROL
 AU2917
 AU2917  NAD 83(1986)-  29 15 44.87406(N)    090 01 14.15740(W) AD(       ) 2
 AU2917  NAD 27      -  29 15 44.06000(N)    090 01 13.89500(W) AD(       ) 2
 AU2917
 AU2917.Superseded values are not recommended for survey control.
 AU2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2917.See file dsdata.txt to determine how the superseded data were derived.
 AU2917
 AU2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8952640746(NAD 83)
 AU2917_MARKER: DS = TRIANGULATION STATION DISK
 AU2917_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2917_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2917
 AU2917  HISTORY     - Date     Condition        Report By
 AU2917  HISTORY     - 1934     MONUMENTED       CGS
 AU2917  HISTORY     - 1940     GOOD             SHELL
 AU2917  HISTORY     - 1952     GOOD             CGS
 AU2917  HISTORY     - 1955     POOR             CGS
 AU2917  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU2917
 AU2917                          STATION DESCRIPTION
 AU2917
 AU2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2917'ON A LARGE ISLAND ABOUT 2-1/3 MILES NW OF THE COAST GUARD
 AU2917'STATION ON GRAND ISLE, ON THE WESTERN SHORE OF BAY DES ILETTES,
 AU2917'ABOUT 500 METERS (1,640 FEET) W OF MARTIGAN POINT, 100 METERS
 AU2917'(328 FEET) FROM THE MOUTH OF A NARROW BAYOU RUNNING IN A WINDING
 AU2917'COURSE THROUGH THE ISLAND TO THE W OF THE STATION, AND 25
 AU2917'METERS (82 FEET) N OF THE NEAREST HIGH-WATER MARK OF BAY DES
 AU2917'ILETTES.  THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2917'DISKS SET IN THE TOP OF TILES, WHICH ARE FASTENED BY MEANS
 AU2917'OF CONCRETE TO THE UPPER END OF LONG WOODEN PILES DRIVEN
 AU2917'INTO THE MARSH.  REFERENCE MARK NO. 1 IS 17.327 METERS
 AU2917'(56.85 FEET) FROM THE STATION N 21 DEG 22 MIN E.
 AU2917'REFERENCE MARK NO. 2 IS 16.520 METERS (54.20 FEET)
 AU2917'FROM THE STATION N 61 DEG 08 MIN W.
 AU2917
 AU2917                          STATION RECOVERY (1940)
 AU2917
 AU2917'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2917'RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 AU2917'PART OF THE ORIGINAL DESCRIPTION CALLS FOR THE STATION TO BE
 AU2917'328 FEET FROM THE MOUTH OF A NARROW BAYOU AND 82 FEET N OF
 AU2917'THE NEAREST HIGH WATER MARK OF BAY DES ILETTES.  AT THE PRESENT
 AU2917'TIME THE STATION IS ONLY 62 FEET FROM THE MOUTH OF SAID BAYOU
 AU2917'AND 47 FEET W OF THE NEAREST HIGH-WATER MARK OF BAY DES ILETTES.
 AU2917'
 AU2917'THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AU2917'AND THE DISTANCES TO THEM WERE VERIFIED.
 AU2917
 AU2917                          STATION RECOVERY (1952)
 AU2917
 AU2917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2917'STATION AND REFERENCE MARKS WERE RECOVERED IN FAIR CONDITION.
 AU2917'THE PUBLISHED DESCRIPTION IS NOW INADEQUATE, A COMPLETE NEW
 AU2917'DESCRIPTION FOLLOWS--
 AU2917'
 AU2917'STATION IS LOCATED IN BAY DES ILETTES, ABOUT 1500 FT. S OF
 AU2917'MARTIGAN POINT, ON THE N BANK OF A BAYOU AT ITS MOUTH, 20
 AU2917'FT. N OF THE POINT, AND 10 FT. OFFSHORE.  IT IS A STANDARD
 AU2917'DISK, STAMPED MARTIGAN 2 1934 AND SET IN A CONCRETE-FILLED
 AU2917'PIPE.
 AU2917'
 AU2917'REFERENCE MARK 1 IS ABOUT 20 FT. OFFSHORE.  IT IS A STANDARD
 AU2917'DISK, STAMPED NO 1 1934 AND SET IN A CONCRETE-FILLED CONCRETE
 AU2917'PIPE.
 AU2917'
 AU2917'REFERENCE MARK 2 IS 58 FT. NW OF THE POINT, 43 FT. W OF THE
 AU2917'MEAN HIGH-WATERLINE, AND 28 FT. N OF THE BAYOU.  IT IS A
 AU2917'STANDARD DISK, STAMPED NO 2 1934 AND SET IN A CONCRETE-FILLED
 AU2917'CONCRETE PIPE PROJECTING 3 IN. ABOVE THE GROUND.
 AU2917
 AU2917                          STATION RECOVERY (1955)
 AU2917
 AU2917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2917'RECOVERED IN POOR CONDITION.  THE STATION AND BOTH REFERENCE
 AU2917'MARKS WERE RECOVERED ESSENTIALLY AS DESCRIBED BY A.L.P. IN
 AU2917'1952.  EROSION IS PROCEEDING SLOWLY IN THE AREA, AND THE STATION
 AU2917'WILL PROBABLY SOON BE LOST.
 AU2917
 AU2917                          STATION RECOVERY (1965)
 AU2917
 AU2917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AU2917'REFERENCE MARK 2 WAS RECOVERED IN POOR CONDITION ABOUT 8 FEET
 AU2917'OFF SHORE IN 2 FEET OF WATER AND THAT WOULD PUT THE STATION
 AU2917'MORE THAN 50 FEET OFF SHORE AND IT WAS NOT RECOVERED.
 AU2917'
 AU2917'REFERENCE MARK 1 WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0931 ***********************************************************************
 AT0931  DESIGNATION -  MARTIN
 AT0931  PID         -  AT0931
 AT0931  STATE/COUNTY-  LA/ST BERNARD
 AT0931  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0931
 AT0931                         *CURRENT SURVEY CONTROL
 AT0931  ___________________________________________________________________
 AT0931* NAD 83(1992)-  29 57 38.59272(N)    089 12 13.86586(W)     ADJUSTED  
 AT0931* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0931  ___________________________________________________________________
 AT0931  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AT0931  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AT0931
 AT0931  HORZ ORDER  -  SECOND
 AT0931
 AT0931.The horizontal coordinates were established by classical geodetic methods
 AT0931.and adjusted by the National Geodetic Survey in May 1994..
 AT0931
 AT0931.The orthometric height was scaled from a topographic map.
 AT0931
 AT0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0931
 AT0931.The geoid height was determined by GEOID03.
 AT0931
 AT0931;                    North         East     Units Scale Factor Converg.
 AT0931;SPC LA S     -   163,822.200 1,205,519.594   MT  0.99992599   +1 03 53.2
 AT0931;SPC LA S     -   537,473.33  3,955,108.87   sFT  0.99992599   +1 03 53.2
 AT0931;UTM  16      - 3,316,476.080   287,333.476   MT  1.00015803   -1 06 03.7
 AT0931
 AT0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0931!SPC LA S     -   1.00000414  x   0.99992599  =   0.99993013
 AT0931!UTM  16      -   1.00000414  x   1.00015803  =   1.00016217
 AT0931
 AT0931|---------------------------------------------------------------------|
 AT0931| PID    Reference Object                     Distance      Geod. Az  |
 AT0931|                                                           dddmmss.s |
 AT0931| DD7416 MARTIN RM 1                          28.688 METERS 01720     |
 AT0931| DD7417 MARTIN RM 2                          26.075 METERS 13706     |
 AT0931| DD7419 MARTIN 2 RM 4                                      15944     |
 AT0931| AT0930 MARTIN 2                             74.120 METERS 16857     |
 AT0931| DD7418 MARTIN 2 RM 3                                      17851     |
 AT0931| AT0925 CRANE                               APPROX. 5.7 KM 3140510.1 |
 AT0931|---------------------------------------------------------------------|
 AT0931
 AT0931                          SUPERSEDED SURVEY CONTROL
 AT0931
 AT0931  NAD 83(1992)-  29 57 38.60151(N)    089 12 13.85689(W) AD(       ) 2
 AT0931  NAD 83(1986)-  29 57 38.60271(N)    089 12 13.85815(W) AD(       ) 2
 AT0931  NAD 27      -  29 57 37.88000(N)    089 12 13.71900(W) AD(       ) 2
 AT0931
 AT0931.Superseded values are not recommended for survey control.
 AT0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0931.See file dsdata.txt to determine how the superseded data were derived.
 AT0931
 AT0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8733316476(NAD 83)
 AT0931_MARKER: DS = TRIANGULATION STATION DISK
 AT0931_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0931_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0931
 AT0931  HISTORY     - Date     Condition        Report By
 AT0931  HISTORY     - 1934     MONUMENTED       CGS
 AT0931  HISTORY     - 1952     GOOD             CGS
 AT0931  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT0931
 AT0931                          STATION DESCRIPTION
 AT0931
 AT0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT0931'THE STATION IS ON THE W SHORE OF CHANDELEUR SOUND, ON W END OF MARTIN
 AT0931'ISLAND, 65 METERS
 AT0931'W OF THE MOST WESTERLY LAKE ON THE ISLAND, AND 59
 AT0931'METERS S OF THE SHORE LINE IN A
 AT0931'BIGHT AT NW END OF THE ISLAND.
 AT0931'
 AT0931'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT0931'AT THE TOP OF
 AT0931'8-INCH TILES WHICH ARE FASTENED BY MEANS OF CONCRETE TO
 AT0931'THE UPPER ENDS OF LONG WOODEN
 AT0931'PILES DRIVEN INTO THE MARSH, AND
 AT0931'PROJECTING 1 FOOT ABOVE THE SURFACE.
 AT0931'
 AT0931'ANGLE AT R.M. NO. 1, R.M. NO. 2 TO STATION 28 DEG 31 MIN 57.5 SEC.
 AT0931'
 AT0931'ANGLE AT R.M. NO. 2, STATION TO R.M. NO. 1 31 DEG 42 MIN 22.5 SEC.
 AT0931'
 AT0931'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AT0931
 AT0931                          STATION RECOVERY (1952)
 AT0931
 AT0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0931'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AT0931'DISTANCE TO
 AT0931'REFERENCE MARKS WAS MEASURED AND FOUND CORRECT.  ORIGINAL
 AT0931'DESCRIPTION IS ADEQUATE AND
 AT0931'COMPLETE WITH THE FOLLOWING EXCEPTION-
 AT0931'THE STATION IS NOW 24 METERS S OF THE N
 AT0931'SHORELINE OF MARTIN ISLAND.
 AT0931
 AT0931                          STATION RECOVERY (1966)
 AT0931
 AT0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0931'STATION MARK WAS RECOVERED BUT THE REFERENCE MARKS WERE FOUND
 AT0931'DESTROYED.  THE
 AT0931'STATION MARK IS IN DANGER OF BEING WASHED OUT OR LOST
 AT0931'BY EROSION.  A NEW STATION MARTIN
 AT0931'2 1966 WAS ESTABLISHED NEAR BY.
 AT0931'THE OLD STATION MARK WAS LEFT INTACT AT THIS TIME.
 AT0931'
 AT0931'FOR ANY FUTURE REFERENCE REFER TO THE DESCRIPTION FOR
 AT0931'TRIANGULATION
 AT0931'STATION MARTIN 2 1966.
 AT0931'
 AT0931'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1518 ***********************************************************************
 DL1518  DESIGNATION -  MARTIN
 DL1518  PID         -  DL1518
 DL1518  STATE/COUNTY-  LA/BOSSIER
 DL1518  USGS QUAD   -  BRADLEY SE (1978)
 DL1518
 DL1518                         *CURRENT SURVEY CONTROL
 DL1518  ___________________________________________________________________
 DL1518* NAD 83(1992)-  33 00 29.69695(N)    093 35 14.21373(W)     ADJUSTED  
 DL1518* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 DL1518  ___________________________________________________________________
 DL1518  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DL1518  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DL1518
 DL1518  HORZ ORDER  -  FIRST
 DL1518
 DL1518.The horizontal coordinates were established by classical geodetic methods
 DL1518.and adjusted by the National Geodetic Survey in September 1999..
 DL1518
 DL1518.The orthometric height was scaled from a topographic map.
 DL1518
 DL1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1518
 DL1518.The geoid height was determined by GEOID03.
 DL1518
 DL1518;                    North         East     Units Scale Factor Converg.
 DL1518;SPC LA N     -   278,630.377   898,391.473   MT  1.00009575   -0 34 29.4
 DL1518;SPC LA N     -   914,139.83  2,947,472.69   sFT  1.00009575   -0 34 29.4
 DL1518;SPC AR S     -   439,037.149   251,671.691   MT  1.00007747   -0 53 18.2
 DL1518;SPC AR S     - 1,440,407.71    825,692.87   sFT  1.00007747   -0 53 18.2
 DL1518;UTM  15      - 3,652,354.604   445,143.313   MT  0.99963710   -0 19 11.8
 DL1518
 DL1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1518!SPC LA N     -   0.99999252  x   1.00009575  =   1.00008827
 DL1518!SPC AR S     -   0.99999252  x   1.00007747  =   1.00006999
 DL1518!UTM  15      -   0.99999252  x   0.99963710  =   0.99962962
 DL1518
 DL1518|---------------------------------------------------------------------|
 DL1518| PID    Reference Object                     Distance      Geod. Az  |
 DL1518|                                                           dddmmss.s |
 DL1518| CX6724 MARTIN RM 1                          15.948 METERS 05917     |
 DL1518| CX6723 MARTIN AZ MK                                       0860331.4 |
 DL1518| CX6725 MARTIN RM 2                          20.327 METERS 29322     |
 DL1518| DL1520 BRADLEY WAREHOUSE CO WATER TK       APPROX.11.6 KM 3272221.7 |
 DL1518|---------------------------------------------------------------------|
 DL1518
 DL1518                          SUPERSEDED SURVEY CONTROL
 DL1518
 DL1518  NAD 83(1992)-  33 00 29.70738(N)    093 35 14.20347(W) AD(       ) 1
 DL1518  NAD 83(1986)-  33 00 29.70792(N)    093 35 14.20298(W) AD(       ) 1
 DL1518  NAD 27      -  33 00 29.22000(N)    093 35 13.57400(W) AD(       ) 1
 DL1518
 DL1518.Superseded values are not recommended for survey control.
 DL1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1518.See file dsdata.txt to determine how the superseded data were derived.
 DL1518
 DL1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4514352355(NAD 83)
 DL1518_MARKER: DS = TRIANGULATION STATION DISK
 DL1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1518
 DL1518  HISTORY     - Date     Condition        Report By
 DL1518  HISTORY     - 1950     MONUMENTED       CGS
 DL1518  HISTORY     - 1971     GOOD             AMOCO
 DL1518  HISTORY     - 20010331 MARK NOT FOUND   NGS
 DL1518  HISTORY     - 20020114 MARK NOT FOUND   NGS
 DL1518
 DL1518                          STATION DESCRIPTION
 DL1518
 DL1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1518'THE STATION IS LOCATED ABOUT 6-1/4 MILES WEST OF SPRING
 DL1518'HILL AND 1/2 MILE SOUTH OF THE LOUISIANA-ARKANSAS STATE
 DL1518'LINE ON THE SOUTH SIDE OF AN EAST-WEST GRADED ROAD.  IT
 DL1518'IS 51 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD AND 5-1/2
 DL1518'FEET WEST OF WITNESS POST.  IT IS STAMPED MARTIN 1950 AND
 DL1518'PROJECTS 3 INCHES.
 DL1518'
 DL1518'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 30
 DL1518'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD.  IT IS STAMPED
 DL1518'MARTIN NO 1 1950 AND PROJECTS 4 INCHES.
 DL1518'
 DL1518'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 21
 DL1518'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD.  IT IS STAMPED
 DL1518'MARTIN NO 2 1950 AND PROJECTS 4 INCHES.
 DL1518'
 DL1518'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 106.21 FEET.
 DL1518'
 DL1518'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, 25
 DL1518'FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 25 FEET WEST
 DL1518'OF NORTH-SOUTH SIDE ROAD AND 2 FEET WEST OF WITNESS POST.
 DL1518'IT IS STAMPED MARTIN 1950 AND PROJECTS 4 INCHES.
 DL1518'
 DL1518'TO REACH THE STATION FROM THE CITY WATER TANK AND TRAFFIC
 DL1518'LIGHT IN THE NORTHWEST EDGE OF SPRING HILL, GO WEST ON STATE
 DL1518'ROUTE 562 TOWARDS PLAIN DEALING FOR 5.4 MILES TO CROSSROAD
 DL1518'AND SIGN SHILOH CHURCH, TURN RIGHT AND GO NORTH FOR 0.75
 DL1518'MILE TO CROSSROAD, TURN LEFT AND GO WEST FOR 1.2 MILES,
 DL1518'TURN LEFT AND GO SOUTH FOR 0.25 MILE, TURN RIGHT AND CONTINUE
 DL1518'ON GRADED ROAD IN A WESTERLY DIRECTION FOR 1.2 MILES TO
 DL1518'THE STATION ON THE SOUTH SIDE OF ROAD AS DESCRIBED.
 DL1518'
 DL1518'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 DL1518
 DL1518                          STATION RECOVERY (1971)
 DL1518
 DL1518'RECOVERY NOTE BY AMOCO OIL COMPANY 1971 (AB)
 DL1518'MARTIN TRIANGULATION STATION-GOOD
 DL1518'
 DL1518'MARTIN AZIMUTH-GOOD
 DL1518'
 DL1518'RM 1-GOOD
 DL1518'
 DL1518'RM 2-GOOD
 DL1518
 DL1518                          STATION RECOVERY (2001)
 DL1518
 DL1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DL1518'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DL1518
 DL1518                          STATION RECOVERY (2002)
 DL1518
 DL1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 DL1518'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0930 ***********************************************************************
 AT0930  DESIGNATION -  MARTIN 2
 AT0930  PID         -  AT0930
 AT0930  STATE/COUNTY-  LA/ST BERNARD
 AT0930  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0930
 AT0930                         *CURRENT SURVEY CONTROL
 AT0930  ___________________________________________________________________
 AT0930* NAD 83(1992)-  29 57 36.23017(N)    089 12 13.33636(W)     ADJUSTED  
 AT0930* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0930  ___________________________________________________________________
 AT0930  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AT0930  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AT0930
 AT0930  HORZ ORDER  -  THIRD
 AT0930
 AT0930.The horizontal coordinates were established by classical geodetic methods
 AT0930.and adjusted by the National Geodetic Survey in May 1994..
 AT0930.No horizontal observational check was made to the station.
 AT0930
 AT0930.The orthometric height was scaled from a topographic map.
 AT0930
 AT0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0930
 AT0930.The geoid height was determined by GEOID03.
 AT0930
 AT0930;                    North         East     Units Scale Factor Converg.
 AT0930;SPC LA S     -   163,749.733 1,205,535.139   MT  0.99992600   +1 03 53.4
 AT0930;SPC LA S     -   537,235.58  3,955,159.87   sFT  0.99992600   +1 03 53.4
 AT0930;UTM  16      - 3,316,403.061   287,346.274   MT  1.00015797   -1 06 03.4
 AT0930
 AT0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0930!SPC LA S     -   1.00000414  x   0.99992600  =   0.99993014
 AT0930!UTM  16      -   1.00000414  x   1.00015797  =   1.00016211
 AT0930
 AT0930|---------------------------------------------------------------------|
 AT0930| PID    Reference Object                     Distance      Geod. Az  |
 AT0930|                                                           dddmmss.s |
 AT0930| DD7419 MARTIN 2 RM 4                        14.671 METERS 03345     |
 AT0930| DD7418 MARTIN 2 RM 3                        13.263 METERS 28501     |
 AT0930| AT0931 MARTIN                               74.120 METERS 34857     |
 AT0930|---------------------------------------------------------------------|
 AT0930
 AT0930                          SUPERSEDED SURVEY CONTROL
 AT0930
 AT0930  NAD 83(1992)-  29 57 36.23896(N)    089 12 13.32739(W) AD(       ) 3
 AT0930  NAD 83(1986)-  29 57 36.24018(N)    089 12 13.32866(W) AD(       ) 3
 AT0930  NAD 27      -  29 57 35.51700(N)    089 12 13.18900(W) AD(       ) 3
 AT0930
 AT0930.Superseded values are not recommended for survey control.
 AT0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0930.See file dsdata.txt to determine how the superseded data were derived.
 AT0930
 AT0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8734616403(NAD 83)
 AT0930_MARKER: DS = TRIANGULATION STATION DISK
 AT0930_SETTING: 0 = UNSPECIFIED SETTING
 AT0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0930
 AT0930  HISTORY     - Date     Condition        Report By
 AT0930  HISTORY     - 1966     MONUMENTED       CGS
 AT0930  HISTORY     - 1969     GOOD             CGS
 AT0930
 AT0930                          STATION DESCRIPTION
 AT0930
 AT0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0930'THE STATION IS LOCATED IN CHANDELEUR SOUND NEAR THE WEST TIP OF
 AT0930'MARTIN ISLAND,
 AT0930'ABOUT 3-1/2 MILES NORTH OF MITCHELL ISLAND.
 AT0930'
 AT0930'THE STATION IS A STANDARD DISK STAMPED MARTIN 2 1966, CRIMPED TO THE
 AT0930'TOP OF A 5/8 INCH
 AT0930'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT0930'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT0930'PROJECTS 2.2 FEET.  IT IS 3.6 FEET
 AT0930'NORTH OF A 3 INCH IRON PIPE, 5.2 FEET NORTHWEST OF A
 AT0930'METAL WITNESS
 AT0930'POST AND 247 FEET SOUTH ON THE NORTH SHORE OF THE ISLAND.
 AT0930'
 AT0930'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MARTIN 2 NO 3 1966,
 AT0930'CRIMPED TO THE TOP
 AT0930'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0930'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT0930'PIPE WHICH PROJECTS 2.6 FEET.
 AT0930'IT IS 45 FEET WEST OF THE 3 INCH IRON PIPE, 47.7 FEET
 AT0930'WEST OF THE
 AT0930'METAL WITNESS POST AND 220 FEET SOUTH OF THE NORTH SHORELINE OF THE
 AT0930'ISLAND.
 AT0930'
 AT0930'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MARTIN 2 NO 4 1966,
 AT0930'CRIMPED TO THE TOP
 AT0930'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0930'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT0930'PIPE WHICH PROJECTS 2.5 FEET.
 AT0930'IT IS 50.2 FEET SOUTHWEST OF THE METAL WITNESS POST,
 AT0930'50.8 FEET
 AT0930'SOUTHWEST OF THE 3 INCH IRON PIPE AND 220 FEET SOUTH OF THE NORTH
 AT0930'SHORELINE.
 AT0930'
 AT0930'MARTIN 1934 IS A STANDARD DISK STAMPED MARTIN 1934, SET IN CONCRETE
 AT0930'IN THE TOP OF A 10
 AT0930'INCH TERRACOTA PIPE WHICH PROJECTS 2 INCHES.  IT
 AT0930'IS 4 FEET SOUTH OF THE NORTH
 AT0930'SHORELINE AND 5.3 FEET NORTH OF A METAL
 AT0930'WITNESS POST.
 AT0930'
 AT0930'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AT0930
 AT0930                          STATION RECOVERY (1969)
 AT0930
 AT0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0930'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT0930'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT0930'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3097 ***********************************************************************
 CQ3097  DESIGNATION -  MARTIN ATT MICROWAVE KLW 26
 CQ3097  PID         -  CQ3097
 CQ3097  STATE/COUNTY-  LA/RED RIVER
 CQ3097  USGS QUAD   -  MARTIN (1986)
 CQ3097
 CQ3097                         *CURRENT SURVEY CONTROL
 CQ3097  ___________________________________________________________________
 CQ3097* NAD 83(1992)-  32 04 31.00225(N)    093 13 14.03510(W)     ADJUSTED  
 CQ3097* NAVD 88     -                                                        
 CQ3097  ___________________________________________________________________
 CQ3097  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 CQ3097  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ3097
 CQ3097  HORZ ORDER  -  THIRD
 CQ3097
 CQ3097.The horizontal coordinates were established by classical geodetic methods
 CQ3097.and adjusted by the National Geodetic Survey in January 1993..
 CQ3097
 CQ3097
 CQ3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3097
 CQ3097.The geoid height was determined by GEOID03.
 CQ3097
 CQ3097;                    North         East     Units Scale Factor Converg.
 CQ3097;SPC LA N     -   174,885.321   931,973.255   MT  0.99991851   -0 22 51.5
 CQ3097;SPC LA N     -   573,769.59  3,057,648.92   sFT  0.99991851   -0 22 51.5
 CQ3097;UTM  15      - 3,548,801.063   479,183.445   MT  0.99960534   -0 07 01.7
 CQ3097
 CQ3097                          SUPERSEDED SURVEY CONTROL
 CQ3097
 CQ3097  NAD 83(1986)-  32 04 31.01663(N)    093 13 14.02792(W) AD(       ) 4
 CQ3097  NAD 27      -  32 04 30.44306(N)    093 13 13.42274(W) AD(       ) 3
 CQ3097
 CQ3097.Superseded values are not recommended for survey control.
 CQ3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3097.See file dsdata.txt to determine how the superseded data were derived.
 CQ3097
 CQ3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7918348801(NAD 83)
 CQ3097_MARKER: 45 = MICROWAVE TOWER
 CQ3097
 CQ3097  HISTORY     - Date     Condition        Report By
 CQ3097  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3097
 CQ3097                          STATION DESCRIPTION
 CQ3097
 CQ3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3097'THE STATION IS THE FLASHING RED LIGHT NEAR THE TOP-CENTER OF THE
 CQ3097'MICROWAVE TOWER.
 CQ3097'
 CQ3097'IT IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF COUSHATTA AND
 CQ3097'1/2 MILE SOUTH OF THE SMALL VILLAGE OF MARTIN AND 100 YARDS
 CQ3097'WEST OF STATE HIGHWAY 507.
 CQ3097'
 CQ3097'THE INSTALLATION IS OWNED AND OPERATED BY THE AMERICAN
 CQ3097'TELEPHONE AND TELEGRAPH COMPANY.  IT IS A FOUR-LEGGED STEEL
 CQ3097'STRUCTURE PAINTED ALTERNATELY RED AND WHITE WITH SEVERAL
 CQ3097'CORNUCOPIA-TYPE ANTENNAE AT THE TOP.
 CQ3097'
 CQ3097'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 507 AND 155 IN
 CQ3097'THE SMALL VILLAGE OF MARTIN GO SOUTH ON STATE HIGHWAY 507
 CQ3097'FOR 0.65 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0705 ***********************************************************************
 CP0705  DESIGNATION -  MARTIN BOLT
 CP0705  PID         -  CP0705
 CP0705  STATE/COUNTY-  LA/MADISON
 CP0705  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0705
 CP0705                         *CURRENT SURVEY CONTROL
 CP0705  ___________________________________________________________________
 CP0705* NAD 83(1986)-  32 18 20.     (N)    090 57 33.     (W)     SCALED    
 CP0705* NAVD 88     -        25.23   (+/-2cm)      82.8    (feet)  VERTCON   
 CP0705  ___________________________________________________________________
 CP0705  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0705
 CP0705  VERT ORDER  -  ? (See Below)
 CP0705
 CP0705.The horizontal coordinates were scaled from a topographic map and have
 CP0705.an estimated accuracy of +/- 6 seconds.
 CP0705
 CP0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0705.The vertical order pertains to the NGVD 29 superseded value.
 CP0705
 CP0705.The geoid height was determined by GEOID03.
 CP0705
 CP0705;                    North         East    Units  Estimated Accuracy
 CP0705;SPC LA N     -   201,220.    1,145,100.      MT  (+/- 180 meters Scaled)
 CP0705
 CP0705                          SUPERSEDED SURVEY CONTROL
 CP0705
 CP0705  NGVD 29 (??/??/92)   25.254  (m)           82.85   (f) ADJ UNCH    ?  
 CP0705
 CP0705.Superseded values are not recommended for survey control.
 CP0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0705.See file dsdata.txt to determine how the superseded data were derived.
 CP0705
 CP0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR921761(NAD 83)
 CP0705_MARKER: B = BOLT
 CP0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0705_SP_SET: STONE
 CP0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0705+STABILITY: SURFACE MOTION
 CP0705
 CP0705  HISTORY     - Date     Condition        Report By
 CP0705  HISTORY     - UNK      MONUMENTED       DOD
 CP0705  HISTORY     - 1934     GOOD             DOD
 CP0705  HISTORY     - 1961     POOR             USGS
 CP0705
 CP0705                          STATION DESCRIPTION
 CP0705
 CP0705'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0705'2.5 MI SW FROM DELTA POINT.
 CP0705'ABOUT 2.5 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0705'DELTA), MADISON PARISH, ABOUT 1.9 MILES BELOW GRANTS CANAL, BACK OF
 CP0705'THE HEAD OF REID BEDFORD BEND, ON THE ANN MARTIN PROPERTY, ABOUT 1,280
 CP0705'FEET BACK OF THE MISSISSIPPI RIVER BANK AT A POINT ABOUT 2,300 FEET
 CP0705'ABOVE BIGGS LANDING, ABOUT 820 FEET NORTH OF HIGH-WATER GAGE 75, ABOUT
 CP0705'102 FEET BACK OF THE CENTER LINE OF THE LEVEE AT A POINT ABOUT 310
 CP0705'FEET BELOW THE JUNCTION OF THE OLD AND NEW LEVEES AT UPPER END OF
 CP0705'LOOP, ABOUT 280 FEET ABOVE THE FIRST ANGLE BELOW THE UPPER END OF
 CP0705'LOOP, BETWEEN 2 PEACH TREES, 46 FEET NORTH OF A 12-INCH PECAN TREE,
 CP0705'2.6 FEET FROM THE FRONT OF A CABIN, AND 7.5 FEET BELOW THE UPPER FRONT
 CP0705'CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 CP0705'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CP0705'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP0705
 CP0705                          STATION RECOVERY (1961)
 CP0705
 CP0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CP0705'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0704 ***********************************************************************
 CP0704  DESIGNATION -  MARTIN CAP
 CP0704  PID         -  CP0704
 CP0704  STATE/COUNTY-  LA/MADISON
 CP0704  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0704
 CP0704                         *CURRENT SURVEY CONTROL
 CP0704  ___________________________________________________________________
 CP0704* NAD 83(1986)-  32 18 19.     (N)    090 57 33.     (W)     SCALED    
 CP0704* NAVD 88     -        26.45   (+/-2cm)      86.8    (feet)  VERTCON   
 CP0704  ___________________________________________________________________
 CP0704  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0704
 CP0704  VERT ORDER  -  ? (See Below)
 CP0704
 CP0704.The horizontal coordinates were scaled from a topographic map and have
 CP0704.an estimated accuracy of +/- 6 seconds.
 CP0704
 CP0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0704.The vertical order pertains to the NGVD 29 superseded value.
 CP0704
 CP0704.The geoid height was determined by GEOID03.
 CP0704
 CP0704;                    North         East    Units  Estimated Accuracy
 CP0704;SPC LA N     -   201,190.    1,145,100.      MT  (+/- 180 meters Scaled)
 CP0704
 CP0704                          SUPERSEDED SURVEY CONTROL
 CP0704
 CP0704  NGVD 29 (??/??/92)   26.473  (m)           86.85   (f) ADJ UNCH    ?  
 CP0704
 CP0704.Superseded values are not recommended for survey control.
 CP0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0704.See file dsdata.txt to determine how the superseded data were derived.
 CP0704
 CP0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR921761(NAD 83)
 CP0704_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0704_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0704_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0704
 CP0704  HISTORY     - Date     Condition        Report By
 CP0704  HISTORY     - UNK      MONUMENTED       DOD
 CP0704  HISTORY     - 1934     GOOD             DOD
 CP0704  HISTORY     - 1961     POOR             USGS
 CP0704
 CP0704                          STATION DESCRIPTION
 CP0704
 CP0704'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0704'2.5 MI SW FROM DELTA POINT.
 CP0704'ABOUT 2.5 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0704'DELTA), MADISON PARISH, ABOUT 1.9 MILES BELOW GRANTS CANAL, BACK OF
 CP0704'THE HEAD OF REID BEDFORD BEND, ON THE ANN MARTIN PROPERTY, ABOUT 1,280
 CP0704'FEET BACK OF THE MISSISSIPPI RIVER BANK AT A POINT ABOUT 2,300 FEET
 CP0704'ABOVE BIGGS LANDING, ABOUT 820 FEET NORTH OF HIGH-WATER GAGE 75, ABOUT
 CP0704'102 FEET BACK OF THE CENTER LINE OF THE LEVEE AT A POINT ABOUT 310
 CP0704'FEET BELOW THE JUNCTION OF THE OLD AND NEW LEVEES AT UPPER END OF
 CP0704'LOOP, ABOUT 280 FEET ABOVE THE FIRST ANGLE BELOW THE UPPER END OF
 CP0704'LOOP, BETWEEN 2 PEACH TREES, 46 FEET NORTH OF A 12-INCH PECAN TREE,
 CP0704'2.6 FEET FROM THE FRONT OF A CABIN, AND 7.5 FEET BELOW THE UPPER FRONT
 CP0704'CORNER.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CP0704'STANDARD CAP.
 CP0704
 CP0704                          STATION RECOVERY (1961)
 CP0704
 CP0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CP0704'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3098 ***********************************************************************
 CQ3098  DESIGNATION -  MARTIN LOT
 CQ3098  PID         -  CQ3098
 CQ3098  STATE/COUNTY-  LA/RED RIVER
 CQ3098  USGS QUAD   -  MARTIN (1986)
 CQ3098
 CQ3098                         *CURRENT SURVEY CONTROL
 CQ3098  ___________________________________________________________________
 CQ3098* NAD 83(1992)-  32 06 16.91940(N)    093 14 12.61255(W)     ADJUSTED  
 CQ3098* NAVD 88     -                                                        
 CQ3098  ___________________________________________________________________
 CQ3098  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CQ3098  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ3098
 CQ3098  HORZ ORDER  -  THIRD
 CQ3098
 CQ3098.The horizontal coordinates were established by classical geodetic methods
 CQ3098.and adjusted by the National Geodetic Survey in January 1993..
 CQ3098
 CQ3098
 CQ3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3098
 CQ3098.The geoid height was determined by GEOID03.
 CQ3098
 CQ3098;                    North         East     Units Scale Factor Converg.
 CQ3098;SPC LA N     -   178,157.807   930,459.306   MT  0.99992004   -0 23 22.4
 CQ3098;SPC LA N     -   584,506.07  3,052,681.91   sFT  0.99992004   -0 23 22.4
 CQ3098;UTM  15      - 3,552,065.520   477,654.927   MT  0.99960616   -0 07 33.1
 CQ3098
 CQ3098                          SUPERSEDED SURVEY CONTROL
 CQ3098
 CQ3098  NAD 83(1986)-  32 06 16.93352(N)    093 14 12.60559(W) AD(       ) 4
 CQ3098  NAD 27      -  32 06 16.36096(N)    093 14 11.99968(W) AD(       ) 3
 CQ3098
 CQ3098.Superseded values are not recommended for survey control.
 CQ3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3098.See file dsdata.txt to determine how the superseded data were derived.
 CQ3098
 CQ3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7765552066(NAD 83)
 CQ3098_MARKER: 57 = LOOKOUT TOWER
 CQ3098
 CQ3098  HISTORY     - Date     Condition        Report By
 CQ3098  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3098
 CQ3098                          STATION DESCRIPTION
 CQ3098
 CQ3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3098'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.
 CQ3098'
 CQ3098'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A SMALL METAL
 CQ3098'CABIN AND IS NOT PAINTED.
 CQ3098'
 CQ3098'IT IS LOCATED ABOUT 12-1/4 MILES NORTHEAST OF COUSHATTA, 8
 CQ3098'MILES WEST-SOUTHWEST OF ASHLAND AND 1-1/2 MILES NORTH-NORTHWEST
 CQ3098'OF MARTIN ON LAND OWNED BY THE LOUISIANA FOREST COMMISSION.
 CQ3098'
 CQ3098'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 507 AND 786,
 CQ3098'ABOUT 1-1/2 MILES NORTH OF THE SMALL VILLAGE OF MARTIN, GO
 CQ3098'SOUTHWESTERLY ON HIGHWAY 786 FOR 0.6 MILE TO A DIRT ROAD
 CQ3098'RIGHT.  TURN RIGHT AND FOLLOW DIRT ROAD WEST FOR 0.25 MILE
 CQ3098'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3040 ***********************************************************************
 BK3040  DESIGNATION -  MARTIN RESET
 BK3040  PID         -  BK3040
 BK3040  STATE/COUNTY-  LA/BEAUREGARD
 BK3040  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK3040
 BK3040                         *CURRENT SURVEY CONTROL
 BK3040  ___________________________________________________________________
 BK3040* NAD 83(1992)-  30 44 19.74695(N)    093 11 00.66620(W)     ADJUSTED  
 BK3040* NAVD 88     -        51.94   (+/-2cm)     170.4    (feet)  VERTCON   
 BK3040  ___________________________________________________________________
 BK3040  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BK3040  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK3040
 BK3040  HORZ ORDER  -  FIRST
 BK3040  VERT ORDER  -  THIRD ? (See Below)
 BK3040
 BK3040.The horizontal coordinates were established by classical geodetic methods
 BK3040.and adjusted by the National Geodetic Survey in January 1993..
 BK3040
 BK3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3040.The vertical order pertains to the NGVD 29 superseded value.
 BK3040
 BK3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3040
 BK3040.The geoid height was determined by GEOID03.
 BK3040
 BK3040;                    North         East     Units Scale Factor Converg.
 BK3040;SPC LA S     -   249,597.441   822,825.875   MT  1.00000849   -0 55 30.4
 BK3040;SPC LA S     -   818,887.60  2,699,554.56   sFT  1.00000849   -0 55 30.4
 BK3040;UTM  15      - 3,400,671.439   482,432.640   MT  0.99960381   -0 05 37.7
 BK3040
 BK3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3040!SPC LA S     -   0.99999610  x   1.00000849  =   1.00000459
 BK3040!UTM  15      -   0.99999610  x   0.99960381  =   0.99959991
 BK3040
 BK3040|---------------------------------------------------------------------|
 BK3040| PID    Reference Object                     Distance      Geod. Az  |
 BK3040|                                                           dddmmss.s |
 BK3040| BK3041 MARTIN RM 3                          29.247 METERS 02219     |
 BK3040| BK3400 MARTIN RM 1                          42.669 METERS 10113     |
 BK3040| CV7943 MARTIN AZ MK                                       1794010.4 |
 BK3040| BK3402 MARTIN RM 4                                        2523324.1 |
 BK3040| BK3063 DE RIDDER LONG BELL LUMBER TK       APPROX.15.0 KM 3192701.5 |
 BK3040| BK3064 DE RIDDER PARISH CTHSE DOME         APPROX.15.5 KM 3200503.1 |
 BK3040| BK3401 MARTIN RM 2                          54.276 METERS 34940     |
 BK3040|---------------------------------------------------------------------|
 BK3040
 BK3040                          SUPERSEDED SURVEY CONTROL
 BK3040
 BK3040  NAD 83(1986)-  30 44 19.76584(N)    093 11 00.65803(W) AD(       ) 1
 BK3040  NAD 27      -  30 44 19.06255(N)    093 11 00.08081(W) AD(       ) 1
 BK3040  NGVD 29 (07/19/86)   52.03   (m)          170.7    (f) LEVELING    3  
 BK3040
 BK3040.Superseded values are not recommended for survey control.
 BK3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3040.See file dsdata.txt to determine how the superseded data were derived.
 BK3040
 BK3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8243300671(NAD 83)
 BK3040_MARKER: DS = TRIANGULATION STATION DISK
 BK3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3040_SP_SET: CONCRETE POST
 BK3040_MARK LOGO: NGS   
 BK3040_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3040+STABILITY: SURFACE MOTION
 BK3040
 BK3040  HISTORY     - Date     Condition        Report By
 BK3040  HISTORY     - 1935     MONUMENTED       CGS
 BK3040  HISTORY     - 1937     GOOD             WPA
 BK3040  HISTORY     - 1941     GOOD             CGS
 BK3040  HISTORY     - 1943     GOOD             USE
 BK3040  HISTORY     - 1974     GOOD             NGS
 BK3040  HISTORY     - 1974     GOOD             NGS
 BK3040  HISTORY     - 19880829 GOOD             LADTD
 BK3040
 BK3040                          STATION DESCRIPTION
 BK3040
 BK3040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3040'STATION IS ABOUT 9-1/2 MILES SE OF DE RIDDER, IN THE SW
 BK3040'1/4 OF SECTION 3, T 4 S, R 8 W.  STATION MARK IS AT THE SW
 BK3040'CORNER OF FENCED PASTURE FIELD, 0.1 MILE N OF CROSSROADS, 50
 BK3040'YARDS NW OF SMALL BROWN HOUSE, 44.3 FEET NE OF FENCE CORNER,
 BK3040'32.6 FEET E OF N AND S FENCE LINE, 29.9 FEET N OF E AND W
 BK3040'FENCE LINE, 45 FEET E OF CENTER LINE OF ROAD.  THE MARK
 BK3040'IS FLUSH WITH THE GROUND.
 BK3040'
 BK3040'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK3040'BRONZE DISKS SET IN CONCRETE.
 BK3040'
 BK3040'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 49 FEET W OF
 BK3040'FENCE CORNER, 1 FOOT N OF FENCE LINE.  THE MARK PROJECTS
 BK3040'6 INCHES.
 BK3040'
 BK3040'REFERENCE MARK NO. 2 IS N OF THE STATION, 20 FEET E OF CENTER
 BK3040'LINE OF ROAD, 1 FOOT E OF FENCE LINE AND MARK PROJECTS
 BK3040'6 INCHES.  DISTANCE BETWEEN THE REFERENCE MARKS IS 263.47
 BK3040'FEET.
 BK3040'
 BK3040'AZIMUTH MARK IS S OF THE STATION, AT NW CORNER OF FENCED
 BK3040'FIELD AND SW CORNER OF OPEN FIELD, 200 YARDS N OF SMALL
 BK3040'HOUSE, 20 FEET E OF CENTER LINE OF ROAD, 1 FOOT W OF FENCE
 BK3040'CORNER, AND MARK PROJECTS 6 INCHES.
 BK3040'
 BK3040'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DE RIDDER,
 BK3040'GO E AND S ON STATE HIGHWAY 104, 6.3 MILES TO GRAVEL HIGHWAY
 BK3040'E TO DRY CREEK, THENCE E ON THIS ROAD 3.7 MILES TO GRADED
 BK3040'DIRT ROAD LEADING S, AT YELLOW HOUSE ON N, THENCE S ON DIRT
 BK3040'ROAD 1.8 MILES TO STATION ON E SIDE OF ROAD.
 BK3040'
 BK3040'A 126-FOOT SIGNAL AT STRACNER IS VISIBLE AT 70 FEET.
 BK3040'
 BK3040'A 126-FOOT SIGNAL AT SUGARTOWN IS VISIBLE AT 106 FEET.
 BK3040'
 BK3040'A 126-FOOT SIGNAL AT BUNDICK IS VISIBLE AT 82 FEET.
 BK3040'
 BK3040'A 126-FOOT SIGNAL AT CARSON IS VISIBLE AT 88 FEET.
 BK3040'
 BK3040'A 126-FOOT SIGNAL AT DE RIDDER MAGNETIC IS VISIBLE AT 88
 BK3040'FEET.
 BK3040'
 BK3040'A 126-FOOT SIGNAL AT LUDINGTON IS VISIBLE AT 88 FEET.
 BK3040
 BK3040                          STATION RECOVERY (1937)
 BK3040
 BK3040'RECOVERY NOTE BY WORKS PROGRESS ADMINISTRATION 1937
 BK3040'STATION IS IN THE SW 1/4 OF SECTION 3, T 4 S, R 8 W, IN
 BK3040'THE SW CORNER OF FENCED PASTURE, APPROXIMATELY 150.0 FEET
 BK3040'NW OF NW CORNER OF A BROWN 4-ROOM HOUSE, 44.3 FEET NE OF
 BK3040'FENCE CORNER, 300 FEET N OF E AND W FENCE LINE 45.4 FEET
 BK3040'E OF CENTER LINE OF SAND ROAD, APPROXIMATELY 550.0 FEET
 BK3040'N OF CENTER OF ROAD PROJECT NO. 54B.  MARK IS FLUSH WITH
 BK3040'THE GROUND.
 BK3040'
 BK3040'TO REACH STATION FROM DE RIDDER, FOLLOW U.S. HIGHWAY 171
 BK3040'SE TO STATE HIGHWAY 252 (DRY CREEK ROAD) THENCE E ALONG
 BK3040'STATE HIGHWAY 252 FOR 3.7 MILES TO SAND ROAD S, THENCE S ON SAND
 BK3040'ROAD 1.8 MILES TO STATION E OF ROAD.
 BK3040
 BK3040                          STATION RECOVERY (1941)
 BK3040
 BK3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3040'STATION RECOVERED AS DESCRIBED BY C.A.S. IN 1935.  NEW DESCRIPTION
 BK3040'FOLLOWS.
 BK3040'
 BK3040'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF DE RIDDER,
 BK3040'IN THE SOUTHWEST 1/4 OF SECTION 3, T 4 S, R 8 W, AT THE
 BK3040'SOUTHWEST CORNER OF A FENCED PASTURE FIELD, ABOUT 50 YARDS
 BK3040'NORTHWEST OF A SMALL HOUSE, 44.3 FEET NORTHEAST OF A FENCE
 BK3040'CORNER, 32.6 FEET EAST OF A FENCE, 32.6 FEET EAST OF A WHITE
 BK3040'REFERENCE POST AND 29.9 FEET NORTH OF A FENCE.  STATION,
 BK3040'IS STAMPED MARTIN 1935 AND IS SET FLUSH WITH THE
 BK3040'GROUND.
 BK3040'
 BK3040'REFERENCE MARK NO. 1 IS 49 FEET WEST OF A FENCE
 BK3040'CORNER AND 1 FOOT NORTH OF A FENCE.  IT IS STAMPED MARTIN
 BK3040'NO 1 1935 AND PROJECTS ABOUT 6 INCHES.  REFERENCE MARK NO.
 BK3040'2 IS 20 FEET EAST OF THE CENTER OF A DIRT ROAD
 BK3040'AND 1 FOOT EAST OF A FENCE.  IT IS STAMPED MARTIN NO 2 1935
 BK3040'AND PROJECTS ABOUT 6 INCHES.
 BK3040'
 BK3040'THE AZIMUTH MARK IS ABOUT 200 YARDS NORTHEAST
 BK3040'OF A SMALL HOUSE, 20 FEET EAST OF THE CENTER OF A DIRT ROAD
 BK3040'AND 4 FEET NORTH OF A WHITE REFERENCE POST.  IT IS STAMPED
 BK3040'MARTIN AZIMUTH 1935 AND PROJECTS ABOUT 6 INCHES.
 BK3040'
 BK3040'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DE RIDDER,
 BK3040'GO EAST AND SOUTH ON U.S. HIGHWAY 171 FOR 6.3 MILES TO A
 BK3040'GRAVEL ROAD LEFT.  TURN LEFT AND GO 3.7 MILES TO A DIRT
 BK3040'ROAD RIGHT.  TURN RIGHT AND GO 1.8 MILES TO THE STATION
 BK3040'ON THE LEFT.
 BK3040'
 BK3040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.6
 BK3040'MILE TO THE AZIMUTH MARK ON THE LEFT.
 BK3040'
 BK3040'OBSERVATIONS TAKEN FROM A 103 FOOT STEEL TOWER.
 BK3040'
 BK3040'A 103 FOOT SIGNAL AT D3940 IS VISIBLE AT 50 FEET.
 BK3040'
 BK3040'A 103 FOOT SIGNAL AT JUANITA IS VISIBLE AT 50 FEET.
 BK3040'
 BK3040'A 90 FOOT SIGNAL AT CARSON IS VISIBLE AT 50 FEET.
 BK3040'
 BK3040'A 90 FOOT SIGNAL AT LUDINGTON IS VISIBLE AT 50 FEET.
 BK3040'
 BK3040'A 90 FOOT SIGNAL AT STRACNER IS VISIBLE AT 50 FEET.
 BK3040
 BK3040                          STATION RECOVERY (1943)
 BK3040
 BK3040'RECOVERY NOTE BY US ENGINEERS 1943 (BDC)
 BK3040'THE STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED
 BK3040'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK IS BEGINNING
 BK3040'TO WASH AWAY.
 BK3040
 BK3040                          STATION RECOVERY (1974)
 BK3040
 BK3040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3040'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND
 BK3040'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED
 BK3040'AND REFERENCE MARK 2 WAS FOUND LEANING, BUT IS STILL SOLID
 BK3040'IN THE GROUND.  THE STATION MARK WAS LOWERED 0.24 METER AT
 BK3040'THE PROPERTY OWNERS REQUEST.  THE STATION MARK COULD NOT
 BK3040'BE BUILT OVER DUE TO THE PROXIMITY OF POWER LINES, SO REFERENCE
 BK3040'MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  THE DISTANCE
 BK3040'TO REFERENCE MARK 1 CHECKED WITH THE PREVIOUS DESCRIPTION.
 BK3040'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.229 METER
 BK3040'LONGER THAN THE PREVIOUS MEASUREMENT.  THE ANGLE BETWEEN
 BK3040'REFERENCE MARKS 1 AND 2 WAS FOUND TO BE 09 MINUTES AND 56
 BK3040'SECONDS SMALLER THAN THE PREVIOUS OBSERVATIONS.
 BK3040'
 BK3040'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK3040'
 BK3040'THE STATION IS LOCATED 10 MILES NORTHWEST OF DRY CREEK, 9
 BK3040'1/2 MILES NORTHEAST OF LONGVILLE, 9-1/2 MILES SOUTHEAST
 BK3040'OF DE RIDDER AND ON PROPERTY OWNED BY MR. R.A. ENSMINGER
 BK3040'OF PORT NECHE, TEXAS.  (PHONE NUMBER (713)-722-4544)
 BK3040'
 BK3040'TO REACH THE STATION FROM THE POST OFFICE IN LONGVILLE,
 BK3040'GO NORTH ON U.S. HIGHWAYS 171 AND 190 FOR 9.1 MILES TO A
 BK3040'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON LUMAS ROAD FOR
 BK3040'2.95 MILES TO REFERENCE MARK 4 ON THE LEFT.  CONTINUE EAST
 BK3040'ON LUMAS ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND
 BK3040'GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION
 BK3040'ON THE RIGHT AS DESCRIBED.
 BK3040'
 BK3040'STATION MARKS, STAMPED MARTIN 1935 1974 ARE STANDARD DISKS.
 BK3040'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BK3040'6 INCHES BELOW THE GROUND.  THE UNDERGROUND DISK IS SET
 BK3040'IN AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND.
 BK3040'IT IS 169 FEET WEST OF A 13-INCH PINE TREE, 158.5 FEET SOUTH
 BK3040'OF A POWER POLE, 54 FEET EAST OF THE CENTER OF THE GRAVELED
 BK3040'ROAD AND 31.5 FEET EAST OF A FENCE.
 BK3040'
 BK3040'REFERENCE MARK 1, STAMPED MARTIN NO 1 1935 IS A STANDARD
 BK3040'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 BK3040'3 INCHES.  IT IS 64 FEET NORTH OF A FENCE, 63 FEET SOUTHWEST
 BK3040'OF A 13-INCH PINE TREE AND 28 FEET NORTHWEST OF A 15-INCH
 BK3040'TREE.
 BK3040'
 BK3040'REFERENCE MARK 2, STAMPED MARTIN NO 2 1935 IS A STANDARD
 BK3040'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 2 INCHES
 BK3040'BELOW THE GROUND.  IT IS 26.5 FEET NORTHWEST OF A POWER
 BK3040'POLE, 23 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND
 BK3040'0.3 FOOT EAST OF A WIRE FENCE.
 BK3040'
 BK3040'REFERENCE MARK 3, STAMPED MARTIN 1935 NO 3 1974 IS A STANDARD
 BK3040'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 16 INCHES
 BK3040'BELOW THE GROUND.  AN UNDERGROUND DISK WAS SET 46 INCHES
 BK3040'BELOW THE GROUND WITH THE ARROW ON THE DISK POINTED TOWARD
 BK3040'THE STATION MARK.  IT IS 142 FEET NORTHWEST OF A 13-INCH
 BK3040'PINE TREE, 91 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 BK3040'83.5 FEET SOUTHEAST OF A POWER POLE AND 68 FEET EAST OF A
 BK3040'FENCE.
 BK3040'
 BK3040'REFERENCE MARK 4, STAMPED MARTIN 1935 NO 4 1974 IS A STANDARD
 BK3040'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 BK3040'2 INCHES.  IT IS 22.6 FEET NORTH OF THE CENTER OF LUMAS
 BK3040'ROAD AND 1 FOOT SOUTH OF A FENCE.
 BK3040'
 BK3040'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BK3040'
 BK3040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2
 BK3040'MILES SOUTHEAST OF DE RIDDER.
 BK3040
 BK3040                          STATION RECOVERY (1974)
 BK3040
 BK3040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK3040'RECOVERED IN GOOD CONDITION.
 BK3040
 BK3040                          STATION RECOVERY (1988)
 BK3040
 BK3040'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BK3040'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF DRY
 BK3040'CREEK, 15.3 KM (9.50 MI)  SOUTHEAST OF DE RIDDER AND 15.3 KM
 BK3040'(9.50 MI) NORTHEAST OF LONGVILLE, IN THE SOUTHWEST QUARTER OF SECTION
 BK3040'3, T 7 S, R 8 W.  OWNERSHIP--MR. R. A. ENSMINER OF PORT NECHE, TEXAS.
 BK3040'PHONE 713-722-4544.
 BK3040'TO REACH THE STATION FROM THE POST OFFICE IN LONGVILLE, GO NORTH FOR
 BK3040'14.6 KM (9.05 MI) ON U.S. HIGHWAYS 171 AND 190 TO THE JUNCTION WITH
 BK3040'LUMAS ROAD.  TURN RIGHT AND GO EAST FOR 5.1 KM (3.15 MI) ON LUMAS ROAD
 BK3040'TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ON A
 BK3040'BLACKTOP ROAD TO THE STATION ON THE RIGHT.
 BK3040'THE STATION IS 136.6 M (448.2 FT) NORTH FROM THE CENTER OF LUMAS ROAD,
 BK3040'48.5 M (159.1 FT) SOUTHEAST FROM A POWER POLE, 17.1 M (56.1 FT) EAST
 BK3040'FROM THE CENTER OF THE BLACKTOP ROAD, 10.1 M (33.1 FT) NORTH FROM AN
 BK3040'EAST-WEST FENCE AND 9.8 M (32.2 FT) EAST FROM A FENCE.  THE MARK IS
 BK3040'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3041 ***********************************************************************
 BK3041  DESIGNATION -  MARTIN RM 3
 BK3041  PID         -  BK3041
 BK3041  STATE/COUNTY-  LA/BEAUREGARD
 BK3041  USGS QUAD   -  REDHEAD BRANCH (1994)
 BK3041
 BK3041                         *CURRENT SURVEY CONTROL
 BK3041  ___________________________________________________________________
 BK3041* NAD 83(1992)-  30 44 20.62555(N)    093 11 00.24877(W)     ADJUSTED  
 BK3041* NAVD 88     -        51.73   (+/-2cm)     169.7    (feet)  VERTCON   
 BK3041  ___________________________________________________________________
 BK3041  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BK3041  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK3041
 BK3041  HORZ ORDER  -  FIRST
 BK3041  VERT ORDER  -  THIRD ? (See Below)
 BK3041
 BK3041.The horizontal coordinates were established by classical geodetic methods
 BK3041.and adjusted by the National Geodetic Survey in January 1993..
 BK3041
 BK3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3041.The vertical order pertains to the NGVD 29 superseded value.
 BK3041
 BK3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3041
 BK3041.The geoid height was determined by GEOID03.
 BK3041
 BK3041;                    North         East     Units Scale Factor Converg.
 BK3041;SPC LA S     -   249,624.315   822,837.414   MT  1.00000854   -0 55 30.2
 BK3041;SPC LA S     -   818,975.77  2,699,592.42   sFT  1.00000854   -0 55 30.2
 BK3041;UTM  15      - 3,400,698.468   482,443.784   MT  0.99960380   -0 05 37.5
 BK3041
 BK3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3041!SPC LA S     -   0.99999613  x   1.00000854  =   1.00000467
 BK3041!UTM  15      -   0.99999613  x   0.99960380  =   0.99959993
 BK3041
 BK3041|---------------------------------------------------------------------|
 BK3041| PID    Reference Object                     Distance      Geod. Az  |
 BK3041|                                                           dddmmss.s |
 BK3041| BK3040 MARTIN RESET                         29.247 METERS 20219     |
 BK3041| BK3043 LONGVILLE LOOKOUT TOWER             APPROX.10.3 KM 2071430.0 |
 BK3041|---------------------------------------------------------------------|
 BK3041
 BK3041                          SUPERSEDED SURVEY CONTROL
 BK3041
 BK3041  NAD 83(1986)-  30 44 20.64445(N)    093 11 00.24060(W) AD(       ) 1
 BK3041  NAD 27      -  30 44 19.94119(N)    093 10 59.66338(W) AD(       ) 1
 BK3041  NGVD 29 (07/19/86)   51.82   (m)          170.0    (f) LEVELING    3  
 BK3041
 BK3041.Superseded values are not recommended for survey control.
 BK3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3041.See file dsdata.txt to determine how the superseded data were derived.
 BK3041
 BK3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8244400698(NAD 83)
 BK3041_MARKER: DR = REFERENCE MARK DISK
 BK3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3041_SP_SET: CONCRETE POST
 BK3041_MARK LOGO: NGS   
 BK3041_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3041+STABILITY: SURFACE MOTION
 BK3041
 BK3041  HISTORY     - Date     Condition        Report By
 BK3041  HISTORY     - 1974     MONUMENTED       NGS
 BK3041  HISTORY     - 1974     GOOD             NGS
 BK3041  HISTORY     - 19880829 GOOD             LADTD
 BK3041
 BK3041                          STATION DESCRIPTION
 BK3041
 BK3041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3041'THE STATION IS LOCATED 10 MILES NORTHWEST OF DRY CREEK, 9-1/2 MILES
 BK3041'NORTHEAST OF LONGVILLE, 9-1/2 MILES SOUTHEAST OF DE RIDDER AND ON
 BK3041'PROPERTY OWNED BY MR. R. A. ENSMINGER OF PORT NECHE, TEXAS. (PHONE
 BK3041'NUMBER (713) 722-4544.
 BK3041'
 BK3041'TO REACH THE STATION FROM THE POST OFFICE IN LONGVILLE, GO NORTH ON
 BK3041'U. S. HIGHWAYS 190 AND 171 FOR 9.1 MILES TO A SIDE ROAD RIGHT.  TURN
 BK3041'RIGHT AND GO EAST ON LUMAS ROAD FOR 2.95 MILES TO REFERENCE MARK 4
 BK3041'ON THE LEFT.  CONTINUE EAST ON LUMAS ROAD FOR 0.25 MILE TO A
 BK3041'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.1
 BK3041'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BK3041'
 BK3041'STATION MARKS, STAMPED MARTIN 1935 RM 3 1974 ARE STANDARD REFERENCE
 BK3041'MARKS.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 BK3041'MONUMENT THAT IS 16 INCHES BELOW THE GROUND.  AN UNDERGROUND DISK
 BK3041'IS SET 46 INCHES BELOW THE GROUND IN AN IRREGULAR MASS OF CONCRETE.
 BK3041'THEY ARE 142 FEET NORTHWEST OF A 13-INCH PINE TREE, 91 FEET EAST OF
 BK3041'THE CENTER OF GRAVELED ROAD, 83.5 FEET SOUTHEAST OF A POWER POLE
 BK3041'AND 68 FEET EAST OF A FENCE.
 BK3041'
 BK3041'MARTIN, STAMPED MARTIN 1935 1974 IS A STANDARD STATION MARK DISK SET
 BK3041'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE
 BK3041'GROUND.  THE UNDERGROUND MARK IS STAMPED MARTIN 1935.  IT IS SET IN
 BK3041'AN IRREGULAR MASS OF CONCRETE ABOUT 46 INCHES BELOW THE GROUND.
 BK3041'THEY ARE 169 FEET WEST OF THE 13-INCH PINE TREE, 158.5 FEET SOUTH OF
 BK3041'THE POWER POLE, 54 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 BK3041'AND 31.5 FEET EAST OF A FENCE.
 BK3041'
 BK3041'REFERENCE MARK 1, STAMPED MARTIN NO 1 1935 IS A STANDARD DISK SET IN
 BK3041'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 BK3041'64 FEET NORTH OF A FENCE, 63 FEET SOUTHWEST OF A 13-INCH PINE TREE
 BK3041'AND 28 FEET NORTHWEST OF A 15-INCH TREE.
 BK3041'
 BK3041'REFERENCE MARK 2, STAMPED MARTIN NO 2 1935 IS A STANDARD DISK SET IN
 BK3041'THE TOP OF A SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE GROUND.  IT
 BK3041'IS 26.5 FEET NORTHWEST OF A POWER POLE, 23 FEET EAST OF THE CENTER
 BK3041'OF THE GRAVELED ROAD AND 0.3 FOOT EAST OF A WIRE FENCE.
 BK3041'
 BK3041'REFERENCE MARK 4, STAMPED MARTIN 1935 NO 4 1974 IS A STANDARD DISK
 BK3041'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 BK3041'IT IS 22.6 FEET NORTH OF THE CENTER OF LUMAS ROAD AND 1 FOOT SOUTH
 BK3041'OF A FENCE.
 BK3041'
 BK3041'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 BK3041'
 BK3041'NEAREST TOWN--DE RIDDER.
 BK3041
 BK3041                          STATION RECOVERY (1974)
 BK3041
 BK3041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK3041'RECOVERED IN GOOD CONDITION.
 BK3041
 BK3041                          STATION RECOVERY (1988)
 BK3041
 BK3041'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BK3041'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF DRY
 BK3041'CREEK, 15.3 KM (9.50 MI) SOUTHEAST OF DERIDDER AND 15.3 KM (9.50 MI)
 BK3041'NORTHEAST OF LONGVILLE, IN THE SOUTHWEST QUARTER OF SECTION 3, T 4 S,
 BK3041'R 8 W.OWNERSHIP--MR. R. A. ENSMINER OF PORT NECHE, TEXAS.  PHONE
 BK3041'713-722-4544.
 BK3041'TO REACH THE STATION FROM THE POST OFFICE IN LONGVILLE, GO NORTH FOR
 BK3041'14.6 KM (9.05 MI) ON U.S. HIGHWAYS 171 AND 190 TO THE JUNCTION WITH
 BK3041'LUMAS ROAD.  TURN RIGHT AND GO EAST FOR 5.1 KM (3.15 MI) ON LUMAS ROAD
 BK3041'TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.25 KM (0.15 MI) ON A
 BK3041'BLACKTOP ROAD TO THE STATION ON THE RIGHT.
 BK3041'THE STATION IS 161.5 M (529.9 FT) NORTH FROM THE CENTER OF LUMAS ROAD
 BK3041', 29.5 M (96.8 FT) NORTHEAST FROM STATION MARK MARTIN, 28.3 M
 BK3041'(92.8 FT) EAST FROM THE CENTER OF A BLACKTOP ROAD, 25.9 M (85.0 FT)
 BK3041'SOUTHEAST FROM A POWER POLE, 20.8 M (68.2 FT) EAST FROM A FENCE AND
 BK3041'11.4 M (37.4 FT) NORTH FROM AN EAST-WEST FENCE.  THE MARK IS RECESSED
 BK3041'40.6 CM (16 IN) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3091 ***********************************************************************
 CP3091  DESIGNATION -  MARVIN
 CP3091  PID         -  CP3091
 CP3091  STATE/COUNTY-  LA/WEST CARROLL
 CP3091  USGS QUAD   -  GOODWILL (1988)
 CP3091
 CP3091                         *CURRENT SURVEY CONTROL
 CP3091  ___________________________________________________________________
 CP3091* NAD 83(1992)-  32 47 06.81824(N)    091 33 42.44162(W)     ADJUSTED  
 CP3091* NAVD 88     -        29.4    (meters)      96.     (feet)  VERTCON   
 CP3091  ___________________________________________________________________
 CP3091  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CP3091  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP3091
 CP3091  HORZ ORDER  -  SECOND
 CP3091
 CP3091.The horizontal coordinates were established by classical geodetic methods
 CP3091.and adjusted by the National Geodetic Survey in January 1993..
 CP3091
 CP3091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3091
 CP3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3091
 CP3091.The geoid height was determined by GEOID03.
 CP3091
 CP3091;                    North         East     Units Scale Factor Converg.
 CP3091;SPC LA N     -   253,765.893 1,087,892.082   MT  1.00002918   +0 29 45.7
 CP3091;SPC LA N     -   832,563.60  3,569,192.61   sFT  1.00002918   +0 29 45.7
 CP3091;UTM  15      - 3,628,393.064   634,682.107   MT  0.99982367   +0 46 44.0
 CP3091
 CP3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3091!SPC LA N     -   0.99999946  x   1.00002918  =   1.00002864
 CP3091!UTM  15      -   0.99999946  x   0.99982367  =   0.99982313
 CP3091
 CP3091|---------------------------------------------------------------------|
 CP3091| PID    Reference Object                     Distance      Geod. Az  |
 CP3091|                                                           dddmmss.s |
 CP3091| CY4988 MARVIN RM 1                          17.812 METERS 00027     |
 CP3091| CP3090 MARVIN LADH RM 2 1970                29.338 METERS 03457     |
 CP3091| CY4987 MARVIN AZ MK                                       3575027.8 |
 CP3091|---------------------------------------------------------------------|
 CP3091
 CP3091                          SUPERSEDED SURVEY CONTROL
 CP3091
 CP3091  NAD 83(1986)-  32 47 06.83002(N)    091 33 42.43455(W) AD(       ) 2
 CP3091  NAD 27      -  32 47 06.35235(N)    091 33 42.00198(W) AD(       ) 2
 CP3091  NGVD 29 (07/19/86)   29.5    (m)           97.     (f) VERT ANG       
 CP3091
 CP3091.Superseded values are not recommended for survey control.
 CP3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3091.See file dsdata.txt to determine how the superseded data were derived.
 CP3091
 CP3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3468228393(NAD 83)
 CP3091_MARKER: DD = SURVEY DISK
 CP3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3091
 CP3091  HISTORY     - Date     Condition        Report By
 CP3091  HISTORY     - 1970     MONUMENTED       LADTD
 CP3091  HISTORY     - 1973     GOOD             DMA
 CP3091  HISTORY     - 1976     GOOD             NGS
 CP3091  HISTORY     - 1978     POOR             NGS
 CP3091
 CP3091                          STATION DESCRIPTION
 CP3091
 CP3091'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3091'THE STATION IS LOCATED 8.5 MILES WEST OF FOREST AND 13.5 MILES
 CP3091'EAST OF MER ROUGE IN THE SOUTHWEST QUARTER OF SECTION 21, T21N,
 CP3091'R9E, ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3091'
 CP3091'TO REACH THE STATION FROM THE RAILROAD CROSSING IN MER ROUGE,
 CP3091'DRIVE EAST ALONG STATE HIGHWAY 2 FOR 13.5 MILES TO ITS
 CP3091'INTERSECTION WITH STATE HIGHWAY 585, THENCE LEFT AND NORTH ALONG
 CP3091'STATE HIGHWAY 585 FOR 0.5 MILE TO THE STATION WHICH IS SET
 CP3091'TO THE RIGHT AND EAST OF THE HIGHWAY.
 CP3091'
 CP3091'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG
 CP3091'STATE HIGHWAY 585 FOR 0.4 MILE TO THE MARK WHICH IS SET TO THE
 CP3091'LEFT AND WEST OF THE HIGHWAY NEAR A CONCRETE CULVERT.
 CP3091'
 CP3091'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3091'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP3091'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3091'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3091'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3091'SURFACE.  THEY ARE STAMPED MARVIN 1970.  IT IS 116 FEET
 CP3091'SOUTH-SOUTHWEST OF AN 18 INCH COTTONWOOD TREE, 73 FEET NORTH OF
 CP3091'THE CENTER OF A METAL GATE, 50 FEET EAST OF THE CENTER OF
 CP3091'STATE HIGHWAY 585, 10 FEET EAST OF A NORTH-SOUTH FENCE, AND
 CP3091'10 FEET EAST OF A METAL WITNESS POST.
 CP3091'
 CP3091'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3091'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3091'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP3091'2 INCHES.  IT IS STAMPED MARVIN RM 1 1970.  IT IS 131 FEET NORTH
 CP3091'OF THE CENTER OF A METAL GATE, 65 FEET SOUTHWEST OF AN 18
 CP3091'INCH COTTONWOOD TREE, 50 FEET EAST OF THE CENTER OF STATE
 CP3091'HIGHWAY 585, 10 FEET EAST OF A NORTH-SOUTH FENCE.
 CP3091'
 CP3091'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3091'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3091'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3091'INCHES.  IT IS STAMPED MARVIN RM 2 1970.  IT IS 115 FEET EAST OF
 CP3091'THE CENTER OF STATE HIGHWAY 585, 68 FEET SOUTH OF AN EAST-WEST
 CP3091'FENCE, 65 FEET EAST OF A NORTH-SOUTH FENCE, AND 31 FEET
 CP3091'SOUTH-SOUTHEAST OF AN 18 INCH COTTONWOOD TREE.
 CP3091'
 CP3091'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3091'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3091'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3091'INCHES.  IT IS STAMPED MARVIN AZ MK 1970.  IT IS 47 FEET
 CP3091'NORTH-NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT, 28
 CP3091'FEET WEST OF THE CENTER OF STATE HIGHWAY 585, 21 FEET
 CP3091'NORTHEAST OF A POWER POLE, 14 FEET SOUTH-SOUTHWEST OF THE SOUTH
 CP3091'END OF A CONCRETE CULVERT AND 2 FEET SOUTH OF A METAL WITNESS
 CP3091'POST.
 CP3091'
 CP3091'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3091
 CP3091                          STATION RECOVERY (1973)
 CP3091
 CP3091'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3091'THE STATION AND ITS AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CP3091'
 CP3091'THE ROUTE DESCRIPTION WAS ADEQUATE.
 CP3091
 CP3091                          STATION RECOVERY (1976)
 CP3091
 CP3091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 CP3091'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 CP3091'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 CP3091'
 CP3091'THE 1970 DESCRIPTION IS ADEQUATE TO FIND THE MARKS.
 CP3091'
 CP3091'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP3091'
 CP3091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3091'8.5 NORTHWEST OF FOREST.
 CP3091
 CP3091                          STATION RECOVERY (1978)
 CP3091
 CP3091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JEF)
 CP3091'THE SUB-SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND
 CP3091'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CP3091'THE SURFACE STATION MARK WAS FOUND TILTED OUT OF
 CP3091'POSITION.  THIS DATE THE SUB-SURFACE STATION MARK POINT WAS
 CP3091'HELD AND NEW STATION MARKS WERE SET.  THE STATION MARK DISKS
 CP3091'ARE STAMPED MARVIN 1970 1978.  THE SURFACE MARK IS A STANDARD
 CP3091'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CP3091'SURVEY DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 CP3091'THAT IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND DISK
 CP3091'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 CP3091'GROUND SURFACE.  THE ROUTE TO REACH THE STATION AND THE
 CP3091'GENERAL DESCRIPTION OF THE MARKS IS ADEQUATE FOR RECOVERY OF
 CP3091'THE MARKS.
 CP3091'
 CP3091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3091'8.5 MILES NORTHWEST OF FOREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2750 ***********************************************************************
 CQ2750  DESIGNATION -  MARX
 CQ2750  PID         -  CQ2750
 CQ2750  STATE/COUNTY-  LA/OUACHITA
 CQ2750  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2750
 CQ2750                         *CURRENT SURVEY CONTROL
 CQ2750  ___________________________________________________________________
 CQ2750* NAD 83(1992)-  32 25 44.26781(N)    092 13 29.23365(W)     ADJUSTED  
 CQ2750* NAVD 88     -        69.0    (meters)     226.     (feet)  VERTCON   
 CQ2750  ___________________________________________________________________
 CQ2750  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CQ2750  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2750
 CQ2750  HORZ ORDER  -  FIRST
 CQ2750
 CQ2750.The horizontal coordinates were established by classical geodetic methods
 CQ2750.and adjusted by the National Geodetic Survey in January 1993..
 CQ2750
 CQ2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2750
 CQ2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2750
 CQ2750.The geoid height was determined by GEOID03.
 CQ2750
 CQ2750;                    North         East     Units Scale Factor Converg.
 CQ2750;SPC LA N     -   213,909.965 1,025,882.718   MT  0.99995443   +0 08 43.8
 CQ2750;SPC LA N     -   701,802.94  3,365,750.22   sFT  0.99995443   +0 08 43.8
 CQ2750;UTM  15      - 3,588,249.054   572,880.995   MT  0.99966550   +0 24 56.6
 CQ2750
 CQ2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2750!SPC LA N     -   0.99999323  x   0.99995443  =   0.99994766
 CQ2750!UTM  15      -   0.99999323  x   0.99966550  =   0.99965874
 CQ2750
 CQ2750|---------------------------------------------------------------------|
 CQ2750| PID    Reference Object                     Distance      Geod. Az  |
 CQ2750|                                                           dddmmss.s |
 CQ2750| CQ2760 MARX RM 3                            19.816 METERS 03705     |
 CQ2750| CQ2747 WEST MONROE B P M CO SW STACK       APPROX. 9.0 KM 0475833.3 |
 CQ2750| CQ2748 WEST MONROE B P M CO NE STACK       APPROX. 9.1 KM 0480013.5 |
 CQ2750| CQ2665 WEST MONROE MUNICIPAL TANK          APPROX.12.5 KM 0490405.9 |
 CQ2750| CQ2660 MONROE QUACHITA NAT BANK VANE       APPROX.12.9 KM 0512421.2 |
 CQ2750| CY4990 MARX RM 1                            23.921 METERS 09725     |
 CQ2750| CY4991 MARX RM 2                            19.123 METERS 22332     |
 CQ2750|---------------------------------------------------------------------|
 CQ2750
 CQ2750                          SUPERSEDED SURVEY CONTROL
 CQ2750
 CQ2750  NAD 83(1986)-  32 25 44.28133(N)    092 13 29.22574(W) AD(       ) 1
 CQ2750  NAD 27      -  32 25 43.74938(N)    092 13 28.72987(W) AD(       ) 1
 CQ2750  NGVD 29 (07/19/86)   69.0    (m)          226.     (f) VERT ANG       
 CQ2750
 CQ2750.Superseded values are not recommended for survey control.
 CQ2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2750.See file dsdata.txt to determine how the superseded data were derived.
 CQ2750
 CQ2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7288188249(NAD 83)
 CQ2750_MARKER: DS = TRIANGULATION STATION DISK
 CQ2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2750
 CQ2750  HISTORY     - Date     Condition        Report By
 CQ2750  HISTORY     - 1931     MONUMENTED       CGS
 CQ2750  HISTORY     - 1935     GOOD             LAGS
 CQ2750  HISTORY     - 1937     GOOD             LAGS
 CQ2750  HISTORY     - 1971     GOOD             NGS
 CQ2750
 CQ2750                          STATION DESCRIPTION
 CQ2750
 CQ2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2750'STATION IS ABOUT 9 MILES SW OF MONROE, NEAR S END OF HIGH
 CQ2750'WOODED RIDGE OWNED BY LEON MARX AND USED AS A NEGRO BURYING
 CQ2750'GROUND.
 CQ2750'
 CQ2750'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2750'DISKS SET IN CONCRETE.
 CQ2750'
 CQ2750'REFERENCE MARK NO. 1 IS 0.4 METER (1.3 FEET) S OF FENCE, AND
 CQ2750'23.97 METERS (78.6 FEET) FROM STATION S 82 DEG 35 MIN E.
 CQ2750'
 CQ2750'REFERENCE MARK NO. 2 IS ON TOP OF RIDGE, 22.1 METERS (73 FEET)
 CQ2750'S OF FENCE, AND 19.12 METERS (62.7 FEET) FROM STATION S 43 DEG
 CQ2750'32 MIN W.
 CQ2750'
 CQ2750'THE FOLLOWING BEARINGS ARE FROM THE STATION--WEST MONROE,
 CQ2750'B.P.M. COMPANY, NE STACK, N 48 DEG 00 MIN 10 SEC E
 CQ2750'B.P.M. COMPANY, SW STACK, N 47 DEG 58 MIN 30 SEC E
 CQ2750'
 CQ2750'TO REACH FROM WEST MONROE GO BY GRAVEL ROAD S PAST PAPER
 CQ2750'MILL 3.8 MILES TO BAWCOMS STORE, THEN W AND S ON COUNTRY ROAD
 CQ2750'5.0 MILES TO SMALL UNPAINTED HOUSE ON LEFT, OWNED BY R.V.
 CQ2750'ARMSTRONG.  STATION IS 1/8 MILE NW OF THIS HOUSE, 15 METERS
 CQ2750'(49 FEET) NE OF HIGHEST POINT OF RIDGE, 4.8 METERS (16 FEET)
 CQ2750'S OF FENCE ALONG S SIDE OF COTTON FIELD, AND 14 METERS (46 FEET)
 CQ2750'N BY W OF A GROUP OF GRAVES.
 CQ2750
 CQ2750                          STATION RECOVERY (1935)
 CQ2750
 CQ2750'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ2750'THE BRONZE DISK MARKING THIS STATION HAS BEEN BADLY DEFACED
 CQ2750'BY SOME ONE TRYING TO REMOVE IT WITH A CHISEL OR SOME KIND
 CQ2750'OF AN INSTRUMENT.  WITH THE EXCEPTION OF THIS, THE DESCRIPTION
 CQ2750'IS CORRECT.
 CQ2750
 CQ2750                          STATION RECOVERY (1937)
 CQ2750
 CQ2750'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 CQ2750'STATION IS ABOUT 8 MILES SW OF WEST MONROE, ON TOP OF HIGH
 CQ2750'HILL ON THE W SIDE OF THE CHENIERE ROAD, 1023 FEET NE OF THE
 CQ2750'NE CORNER OF A SMALL TENANT FARMHOUSE IN FIELD.  694 FEET
 CQ2750'NW OF THE CENTER LINE OF THE CHENIERE ROAD.  893 FEET NW OF
 CQ2750'A TENANT HOUSE ON THE E SIDE OF ROAD OCCUPIED BY E.M. CAPLES.
 CQ2750'
 CQ2750'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CQ2750'
 CQ2750'REFERENCE MARK NO. 1 IS 79 FEET E OF STATION AND REFERENCE
 CQ2750'MARK NO. 2 IS 63 FEET SE OF STATION, ON LAND OWNED BY R.J.
 CQ2750'ARMSTRONG.
 CQ2750'
 CQ2750'TO REACH STATION FROM WEST MONROE, FROM THE MAIN BUSINESS
 CQ2750'SECTION OF WEST MONROE FOLLOW LOUISIANA HIGHWAY 200 SW 3.65
 CQ2750'MILES TO JUNCTION OF THE CHENIERE ROAD AND HIGHWAY 200, TURN
 CQ2750'RIGHT ON CHENIERE ROAD, CONTINUE 4.65 MILES TO STATION.
 CQ2750
 CQ2750                          STATION RECOVERY (1971)
 CQ2750
 CQ2750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2750'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES AND BRUSH ON LINE.
 CQ2750'
 CQ2750'THE STATION MARK, REFERENCE MARK 2 WAS RECOVERED AND FOUND IN
 CQ2750'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TO BE TILTED TO
 CQ2750'THE SOUTH.
 CQ2750'
 CQ2750'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE ERROR BY 0.050
 CQ2750'METERS AND THE DIRECTION WAS FOUND IN ERROR BY 7
 CQ2750'MINUTES.  REFERENCE MARK 2 CHECKED THE 1931 DISTANCE ADEQUATE.
 CQ2750'
 CQ2750'DUE TO A HIGH POWERLINE OVER MARX 1931 A NEW MARX RM 3 WAS
 CQ2750'ESTABLISHED AT THIS DATE AND ALL HORIZONTAL DIRECTION OBSERVED.
 CQ2750'
 CQ2750'FOR ADDITIONAL INFORMATION AND THE TO REACH THE STATION SEE
 CQ2750'DESCRIPTION FOR MARX 1931 NO 3 1971.
 CQ2750'
 CQ2750'HEIGHT OF LIGHT ABOVE STATION MARK 98.8 FEET.
 CQ2750'
 CQ2750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2750'7.5 MILES SOUTHWEST OF WEST MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2760 ***********************************************************************
 CQ2760  DESIGNATION -  MARX RM 3
 CQ2760  PID         -  CQ2760
 CQ2760  STATE/COUNTY-  LA/OUACHITA
 CQ2760  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2760
 CQ2760                         *CURRENT SURVEY CONTROL
 CQ2760  ___________________________________________________________________
 CQ2760* NAD 83(1992)-  32 25 44.78102(N)    092 13 28.77631(W)     ADJUSTED  
 CQ2760* NAVD 88     -        68.8    (meters)     226.     (feet)  VERTCON   
 CQ2760  ___________________________________________________________________
 CQ2760  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CQ2760  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2760
 CQ2760  HORZ ORDER  -  FIRST
 CQ2760
 CQ2760.The horizontal coordinates were established by classical geodetic methods
 CQ2760.and adjusted by the National Geodetic Survey in January 1993..
 CQ2760
 CQ2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2760
 CQ2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2760
 CQ2760.The geoid height was determined by GEOID03.
 CQ2760
 CQ2760;                    North         East     Units Scale Factor Converg.
 CQ2760;SPC LA N     -   213,925.803 1,025,894.626   MT  0.99995445   +0 08 44.1
 CQ2760;SPC LA N     -   701,854.91  3,365,789.29   sFT  0.99995445   +0 08 44.1
 CQ2760;UTM  15      - 3,588,264.944   572,892.824   MT  0.99966552   +0 24 56.9
 CQ2760
 CQ2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2760!SPC LA N     -   0.99999327  x   0.99995445  =   0.99994772
 CQ2760!UTM  15      -   0.99999327  x   0.99966552  =   0.99965879
 CQ2760
 CQ2760:                Primary Azimuth Mark                     Grid Az
 CQ2760:SPC LA N     -  MONROE AT T M WAVE KKT 25                026 12 10.4
 CQ2760:UTM  15      -  MONROE AT T M WAVE KKT 25                025 55 57.6
 CQ2760
 CQ2760|---------------------------------------------------------------------|
 CQ2760| PID    Reference Object                     Distance      Geod. Az  |
 CQ2760|                                                           dddmmss.s |
 CQ2760| CQ2759 MONROE AT T M WAVE KKT 25           APPROX. 8.1 KM 0262054.5 |
 CQ2760| CQ2755 BAWCOMVILLE RAD STA KUZN MAST       APPROX. 6.5 KM 0521259.1 |
 CQ2760| CQ2754 BAWCOMVILLE RAD STA KGH 472         APPROX. 7.4 KM 0525252.2 |
 CQ2760| CY4989 MARX AZ MK                                         1542221.7 |
 CQ2760| CQ2742 LUNA LOOKOUT TOWER                  APPROX. 7.8 KM 1811443.4 |
 CQ2760| CQ2750 MARX                                 19.816 METERS 21705     |
 CQ2760| CQ2761 MONROE RAD STA 684 MAST              12.273 METERS 29426     |
 CQ2760|---------------------------------------------------------------------|
 CQ2760
 CQ2760                          SUPERSEDED SURVEY CONTROL
 CQ2760
 CQ2760  NAD 83(1986)-  32 25 44.79463(N)    092 13 28.76833(W) AD(       ) 1
 CQ2760  NAD 27      -  32 25 44.26261(N)    092 13 28.27257(W) AD(       ) 1
 CQ2760  NGVD 29 (07/19/86)   68.8    (m)          226.     (f) VERT ANG       
 CQ2760
 CQ2760.Superseded values are not recommended for survey control.
 CQ2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2760.See file dsdata.txt to determine how the superseded data were derived.
 CQ2760
 CQ2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7289388265(NAD 83)
 CQ2760_MARKER: DR = REFERENCE MARK DISK
 CQ2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2760
 CQ2760  HISTORY     - Date     Condition        Report By
 CQ2760  HISTORY     - 1971     MONUMENTED       NGS
 CQ2760
 CQ2760                          STATION DESCRIPTION
 CQ2760
 CQ2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2760'THE STATION IS ABOUT 7.5 MILES SOUTHWEST OF WEST MONROE, IN
 CQ2760'SECTION 25, T 17 N, R 2 E, AND ON LAND OWNED BY MR. J.P. ARMSTRONG,
 CQ2760'ROUTE 2, ARRAT ROAD, WEST MONROE, LOUISIANA, 71291.
 CQ2760'
 CQ2760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 CQ2760'INTERSTATE 20 IN WEST MONROE, GO SOUTH ON STATE HIGHWAY 34 FOR
 CQ2760'1.45 MILES TO THE JUNCTION OF STATE HIGHWAY 840-1.  TURN RIGHT
 CQ2760'AND GO WESTERLY ON STATE HIGHWAY 840-1 FOR 1.25 MILES TO THE
 CQ2760'JUNCTION OF STATE HIGHWAY 3033.  TURN LEFT AND GO SOUTH ON STATE
 CQ2760'HIGHWAY 3033 FOR 5.3 MILES TO THE AZIMUTH MARK ON THE LEFT AND A
 CQ2760'WIRE GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE,
 CQ2760'AND GO WEST ON A DIRT ROAD FOR 0.2 MILE TO A FENCE CORNER.
 CQ2760'TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.2 MILE TO THE TOP
 CQ2760'OF A SMALL KNOLL AND THE STATION.
 CQ2760'
 CQ2760'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED MARX
 CQ2760'1931 NO 3 1971.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CQ2760'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 CQ2760'GROUND SURFACE.  IT IS 58 FEET NORTH OF A POWERLINE POLE WITH A
 CQ2760'TRANSFORMER, 44 FEET NORTH OF A 12-INCH PINE TREE, 13 FEET WEST
 CQ2760'OF THE CENTER OF THE DIRT ROAD, 10 FEET SOUTHEAST OF A 10-INCH
 CQ2760'PINE TREE AND 9 FEET NORTHWEST OF A 6-INCH PINE TREE.  THE
 CQ2760'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2760'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2760'
 CQ2760'TRIANGULATION STATION MARX 1931 ARE STANDARD DISKS STAMPED MARX
 CQ2760'1931.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 CQ2760'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND
 CQ2760'SURFACE.  IT IS 27 FEET SOUTHWEST OF A 12-INCH PINE TREE, 27 FEET
 CQ2760'NORTHEAST OF A 10-INCH OAK TREE, 13 FEET WEST OF THE POWERLINE
 CQ2760'POLE WITH TRANSFORMER AND 1 FOOT EAST OF A METAL WITNESS POST.
 CQ2760'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2760'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2760'
 CQ2760'THE AZIMUTH MARK, A STANDARD DISK STAMPED MARX 1931 1971, IS
 CQ2760'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2760'IS FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET NORTH OF A TWIN
 CQ2760'TRUNK PINE TREE, 34.5 FEET SOUTHEAST OF THE CENTER OF STATE
 CQ2760'HIGHWAY 3033, 6.4 FEET SOUTHWEST OF A METAL WITNESS POST, 6.2
 CQ2760'FEET WEST OF A FENCE CORNER AND 5.3 FEET WEST-NORTHWEST OF A
 CQ2760'POWERLINE POLE NUMBER 08542-64026-9.
 CQ2760'
 CQ2760'MONROE SAND AND GRAVEL COMPANY RADIO STATION 684 MAST IS A
 CQ2760'SLENDER TRIANGULAR SHAPED STEEL MAST, 150 FEET IN HEIGHT AND
 CQ2760'UNPAINTED.
 CQ2760'
 CQ2760'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2823 ***********************************************************************
 CQ2823  DESIGNATION -  MARY
 CQ2823  PID         -  CQ2823
 CQ2823  STATE/COUNTY-  LA/OUACHITA
 CQ2823  USGS QUAD   -  EROS (1982)
 CQ2823
 CQ2823                         *CURRENT SURVEY CONTROL
 CQ2823  ___________________________________________________________________
 CQ2823* NAD 83(1992)-  32 28 29.41354(N)    092 24 32.89668(W)     ADJUSTED  
 CQ2823* NAVD 88     -        68.7    (meters)     225.     (feet)  VERTCON   
 CQ2823  ___________________________________________________________________
 CQ2823  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CQ2823  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ2823
 CQ2823  HORZ ORDER  -  SECOND
 CQ2823
 CQ2823.The horizontal coordinates were established by classical geodetic methods
 CQ2823.and adjusted by the National Geodetic Survey in January 1993..
 CQ2823
 CQ2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2823
 CQ2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2823
 CQ2823.The geoid height was determined by GEOID03.
 CQ2823
 CQ2823;                    North         East     Units Scale Factor Converg.
 CQ2823;SPC LA N     -   218,967.632 1,008,540.970   MT  0.99996188   +0 02 52.9
 CQ2823;SPC LA N     -   718,396.31  3,308,854.83   sFT  0.99996188   +0 02 52.9
 CQ2823;UTM  15      - 3,593,223.495   555,520.959   MT  0.99963801   +0 19 02.1
 CQ2823
 CQ2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2823!SPC LA N     -   0.99999325  x   0.99996188  =   0.99995513
 CQ2823!UTM  15      -   0.99999325  x   0.99963801  =   0.99963126
 CQ2823
 CQ2823|---------------------------------------------------------------------|
 CQ2823| PID    Reference Object                     Distance      Geod. Az  |
 CQ2823|                                                           dddmmss.s |
 CQ2823| CY4994 MARY RM 1                            14.237 METERS 04903     |
 CQ2823| CY4992 MARY AZ MK                                         1970745.1 |
 CQ2823| CY4993 MARY AZ MK 2                                       2280729.5 |
 CQ2823| CQ2824 MARY LADH RM 2 1971                  12.458 METERS 26327     |
 CQ2823|---------------------------------------------------------------------|
 CQ2823
 CQ2823                          SUPERSEDED SURVEY CONTROL
 CQ2823
 CQ2823  NAD 83(1986)-  32 28 29.42703(N)    092 24 32.88806(W) AD(       ) 2
 CQ2823  NAD 27      -  32 28 28.89290(N)    092 24 32.37567(W) AD(       ) 2
 CQ2823  NGVD 29 (07/19/86)   68.8    (m)          226.     (f) VERT ANG       
 CQ2823
 CQ2823.Superseded values are not recommended for survey control.
 CQ2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2823.See file dsdata.txt to determine how the superseded data were derived.
 CQ2823
 CQ2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5552193223(NAD 83)
 CQ2823_MARKER: DD = SURVEY DISK
 CQ2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2823
 CQ2823  HISTORY     - Date     Condition        Report By
 CQ2823  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2823
 CQ2823                          STATION DESCRIPTION
 CQ2823
 CQ2823'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2823'THE STATION IS LOCATED 6 MILES NORTH OF EROS, 4 MILES SOUTHWEST
 CQ2823'OF CALHOUN AND 7 MILES SOUTHEAST OF CHOUDRANT, IN THE NORTHWEST
 CQ2823'1/4 OF SECTION 7, T17N, R1E, AND ON THE PROPERTY OWNED BY INDIAN
 CQ2823'VILLAGE METHODIST CHURCH, ADDRESS M. M. GASTON, CHOUDRANT
 CQ2823'TELEPHONE 768-2625.
 CQ2823'
 CQ2823'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 20 AND
 CQ2823'STATE HIGHWAY 151 IN CALHOUN, DRIVE SOUTH ON STATE HIGHWAY 151
 CQ2823'FOR 0.6 MILE TO THE INTERSECTION WITH U.S. 80, CONTINUE SOUTH
 CQ2823'ALONG STATE HIGHWAY 151 FOR 0.5 MILE TO A FORK, TAKE STATE HIGHWAY
 CQ2823'144 AT THIS FORK LEADING SOUTHWEST AND GO 3.9 MILES TO THE INDIAN
 CQ2823'VILLAGE METHODIST CHURCH ON THE RIGHT.  THE STATION IS SET JUST
 CQ2823'NORTHEAST OF THE CHURCH NEAR A GRAVEL DRIVE.
 CQ2823'
 CQ2823'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ALONG
 CQ2823'STATE HIGHWAY 144 FOR 0.3 MILE TO THE INDIAN VILLAGE GROCERY STORE
 CQ2823'ON THE LEFT AND SOUTHEAST OF THE ROAD AND AT THE INTERSECTION WITH
 CQ2823'GUITON SWAMP ROAD, TURN LEFT ON THIS ROAD AND GO 0.2 MILE TO THE
 CQ2823'MARK WHICH IS SET ON THE LEFT BY A GRAVEL DRIVE.
 CQ2823'
 CQ2823'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTHWEST ALONG
 CQ2823'STATE HIGHWAY 144 FOR 0.3 MILE TO THE INTERSECTION WITH THE GUITON
 CQ2823'SWAMP ROAD LEADING SOUTHEAST.  THE MARK IS SET IN THE NORTHEAST
 CQ2823'QUADRANT OF THE INTERSECTION NEAR THE INDIAN VILLAGE GROCERY
 CQ2823'STORE.
 CQ2823'
 CQ2823'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2823'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2823'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2823'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2823'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2823'SURFACE.  THEY ARE STAMPED MARY 1971.  THE MARK IS 132 FEET
 CQ2823'NORTHEAST OF THE NORTHEAST CORNER OF THE INDIAN VILLAGE
 CQ2823'METHODIST CHURCH, 60 FEET NORTH-NORTHWEST OF THE CENTER OF STATE
 CQ2823'HIGHWAY 144, 57 FEET SOUTHWEST OF A 20 INCH OAK TREE, 18 FEET
 CQ2823'NORTH-NORTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 14
 CQ2823'FEET NORTH OF AN 18 INCH PINE TREE, AND 2.5 FEET WEST-NORTHWEST
 CQ2823'OF A WITNESS POST.
 CQ2823'
 CQ2823'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2823'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2823'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2823'GROUND.  IT IS STAMPED MARY R.M. 1 1971.  IT IS 62 FEET NORTHWEST
 CQ2823'OF THE CENTER OF STATE HIGHWAY 144, 55 FEET NORTH-NORTHEAST OF A
 CQ2823'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 38 FEET SOUTHEAST OF AN 18
 CQ2823'INCH OAK TREE, AND 10 FEET WEST-SOUTHWEST OF A 20 INCH OAK
 CQ2823'TREE.
 CQ2823'
 CQ2823'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2823'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2823'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2823'GROUND.  IT IS STAMPED MARY R.M. 2 1971.  IT IS 91 FEET
 CQ2823'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE INDIAN VILLAGE
 CQ2823'METHODIST CHURCH, 82 FEET NORTHWEST OF THE CENTER OF STATE
 CQ2823'HIGHWAY 144, 56 FEET NORTHEAST OF A POWER POLE, AND 50 FEET
 CQ2823'WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 CQ2823'
 CQ2823'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2823'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2823'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CQ2823'IS STAMPED MARY AZ.MK. 1971.  IT IS 20 FEET NORTH-NORTHEAST OF
 CQ2823'THE CENTER OF THE GUITON SWAMP ROAD, 38 FEET WEST OF THE CENTER
 CQ2823'OF A CATTLE GUARD, 31 FEET EAST-SOUTHEAST OF A 14 INCH OAK TREE,
 CQ2823'3 FEET WEST OF A FENCE CORNER, AND 2 FEET NORTHWEST OF A METAL
 CQ2823'WITNESS POST AND SIGN.
 CQ2823'
 CQ2823'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2823'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2823'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2823'IS STAMPED MARY AZ.MK. 2 1971.  IT IS 90 FEET WEST-SOUTHWEST OF
 CQ2823'THE NORTHWEST CORNER OF THE INDIAN VILLAGE STORE, 56 FEET
 CQ2823'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 144, 43 FEET NORTHWEST
 CQ2823'OF A 14 INCH OAK TREE, 22 FEET NORTHEAST OF THE CENTER OF THE
 CQ2823'GUITON SWAMP ROAD, AND 2 FEET SOUTHEAST OF A METAL WITNESS
 CQ2823'POST AND SIGN.
 CQ2823'
 CQ2823'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2806 ***********************************************************************
 AU2806  DESIGNATION -  MARY
 AU2806  PID         -  AU2806
 AU2806  STATE/COUNTY-  LA/JEFFERSON
 AU2806  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2806
 AU2806                         *CURRENT SURVEY CONTROL
 AU2806  ___________________________________________________________________
 AU2806* NAD 83(1992)-  29 54 20.26015(N)    090 09 29.68154(W)     ADJUSTED  
 AU2806* NAVD 88     -        -0.4  **(meters)      -1.   **(feet)  VERTCON   
 AU2806  **This station is located in a subsidence area (see below).
 AU2806  ___________________________________________________________________
 AU2806  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AU2806  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2806
 AU2806  HORZ ORDER  -  SECOND
 AU2806
 AU2806.The horizontal coordinates were established by classical geodetic methods
 AU2806.and adjusted by the National Geodetic Survey in January 1993..
 AU2806
 AU2806 ** The orthometric height has not been validated since last determined
 AU2806 ** by differential leveling and should not be used for control purposes.
 AU2806 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2806 ** area with valid NAVD 88 orthometric heights.
 AU2806 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2806 ** epoch indicated which incorporates improved geoid heights for the
 AU2806 ** Southern Louisiana Subsidence area.
 AU2806 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2806
 AU2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2806
 AU2806.The geoid height was determined by GEOID03.
 AU2806
 AU2806;                    North         East     Units Scale Factor Converg.
 AU2806;SPC LA S     -   156,387.721 1,113,476.778   MT  0.99992712   +0 35 15.2
 AU2806;SPC LA S     -   513,082.05  3,653,131.73   sFT  0.99992712   +0 35 15.2
 AU2806;UTM  15      - 3,311,722.655   774,396.642   MT  1.00052907   +1 25 03.8
 AU2806
 AU2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2806!SPC LA S     -   1.00000413  x   0.99992712  =   0.99993125
 AU2806!UTM  15      -   1.00000413  x   1.00052907  =   1.00053321
 AU2806
 AU2806|---------------------------------------------------------------------|
 AU2806| PID    Reference Object                     Distance      Geod. Az  |
 AU2806|                                                           dddmmss.s |
 AU2806| AU2805 MARY LDH 1972 RM 1                    5.565 METERS 00905     |
 AU2806| AU2692 GRETNA TV STA WWL MAST              APPROX.11.4 KM 0893051.6 |
 AU2806| DD7423 MARY RM 2                            18.105 METERS 10521     |
 AU2806| DD7422 MARY AZ MK                                         3031036.0 |
 AU2806|---------------------------------------------------------------------|
 AU2806
 AU2806                          SUPERSEDED SURVEY CONTROL
 AU2806
 AU2806  NAD 83(1986)-  29 54 20.27602(N)    090 09 29.68138(W) AD(       ) 2
 AU2806  NAD 27      -  29 54 19.53641(N)    090 09 29.41357(W) AD(       ) 2
 AU2806  NGVD 29 (07/19/86)   -0.3    (m)           -1.     (f) VERT ANG       
 AU2806
 AU2806.Superseded values are not recommended for survey control.
 AU2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2806.See file dsdata.txt to determine how the superseded data were derived.
 AU2806
 AU2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7439711723(NAD 83)
 AU2806_MARKER: DD = SURVEY DISK
 AU2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2806
 AU2806  HISTORY     - Date     Condition        Report By
 AU2806  HISTORY     - 1972     MONUMENTED       LADH
 AU2806
 AU2806                          STATION DESCRIPTION
 AU2806
 AU2806'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2806'THE STATION IS LOCATED 6 MILES WEST OF GRETNA, 2 MILES SOUTHEAST OF
 AU2806'BRIDGE CITY AND 4 MILES SOUTHWEST OF DOWNTOWN NEW ORLEANS, IN THE
 AU2806'SOUTHWEST QUARTER OF SECTION 7, T13S, R23E, AND ON THE PROPERTY
 AU2806'OWNED BY LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2806'
 AU2806'TO REACH THE STATION FROM THE INTERSECTION OF AVENUE A AND WEST BANK
 AU2806'EXPRESSWAY IN WESTWEGO, GO WEST ALONG THE WEST BANK EXPRESSWAY FOR
 AU2806'0.75 MILE.  THE STATION IS SET ON THE LEFT AND SOUTH OF THE HIGHWAY
 AU2806'ON THE MEDIAN AND IN A WATER METER BOX FLUSH WITH THE GROUND.
 AU2806'
 AU2806'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG THE WEST
 AU2806'BANK EXPRESSWAY FOR 1 MILE TO AN OVERPASS ON U. S. HIGHWAY 90.  THE
 AU2806'MARK IS SET TO THE EAST OF THE OVERPASS NEAR A GUARDRAIL.
 AU2806'
 AU2806'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2806'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2806'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER BOX, 12 INCHES BELOW
 AU2806'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 AU2806'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 AU2806'SURFACE.  THEY ARE STAMPED MARY 1972.  THE MARK IS APPROXIMATELY 1
 AU2806'MILE EAST ALONG THE WEST BANK EXPRESSWAY FROM THE U. S. HIGHWAY
 AU2806'90 OVERPASS, 26 FEET NORTH OF THE EAST BOUND LANE ON THE WEST BANK
 AU2806'EXPRESSWAY, 38 FEET SOUTH OF THE WEST BOUND LANE ON THE WEST BANK
 AU2806'EXPRESSWAY, AND 2.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.  THE
 AU2806'STATION IS SET IN THE MEDIAN OF THE EXPRESSWAY.
 AU2806'
 AU2806'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2806'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2806'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2806'STAMPED MARY R. M. 1 1972.  IT IS 43 FEET NORTH OF THE EAST BOUND
 AU2806'LANE ON THE WEST BANK EXPRESSWAY, 21 FEET SOUTH OF THE WEST BOUND
 AU2806'LANE ON THE WEST BANK EXPRESSWAY, AND IS SET IN THE MEDIAN OF THE
 AU2806'HIGHWAY.
 AU2806'
 AU2806'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2806'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2806'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2806'STAMPED MARY R. M. 2 1972.  IT IS 43 FEET NORTH OF THE EAST BOUND
 AU2806'LANE ON THE WEST BANK EXPRESSWAY, 21 FEET SOUTH OF THE WEST BOUND
 AU2806'LANE ON THE WEST BANK EXPRESSWAY, AND IS SET IN THE MEDIAN OF THE
 AU2806'HIGHWAY.
 AU2806'
 AU2806'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2806'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2806'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2806'STAMPED MARY AZ. MK. 1972.  IT IS 150 FEET EAST OF AN OVERPASS ON
 AU2806'U. S. HIGHWAY 90, 21 FEET SOUTH OF THE WEST BOUND LANE ON THE
 AU2806'WEST BANK EXPRESSWAY, 18.5 FEET NORTH OF THE EAST BOUND LANE ON
 AU2806'THE WEST BANK EXPRESSWAY, 13.5 FEET EAST OF A METAL WITNESS POST
 AU2806'AND SIGN, AND 11 FEET EAST OF THE EAST END OF A DIVIDED GUARD RAIL
 AU2806'UNDER THE U. S.  HIGHWAY 90 OVERPASS.
 AU2806'
 AU2806'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3015 ***********************************************************************
 BX3015  DESIGNATION -  MASON
 BX3015  PID         -  BX3015
 BX3015  STATE/COUNTY-  LA/DE SOTO
 BX3015  USGS QUAD   -  TRENTON (1995)
 BX3015
 BX3015                         *CURRENT SURVEY CONTROL
 BX3015  ___________________________________________________________________
 BX3015* NAD 83(1992)-  31 59 07.55051(N)    093 40 03.53592(W)     ADJUSTED  
 BX3015* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 BX3015  ___________________________________________________________________
 BX3015  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BX3015  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX3015
 BX3015  HORZ ORDER  -  FIRST
 BX3015
 BX3015.The horizontal coordinates were established by classical geodetic methods
 BX3015.and adjusted by the National Geodetic Survey in January 1993..
 BX3015
 BX3015.The orthometric height was scaled from a topographic map.
 BX3015
 BX3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3015
 BX3015.The geoid height was determined by GEOID03.
 BX3015
 BX3015;                    North         East     Units Scale Factor Converg.
 BX3015;SPC LA N     -   165,291.462   889,659.213   MT  0.99991544   -0 37 02.4
 BX3015;SPC LA N     -   542,293.74  2,918,823.60   sFT  0.99991544   -0 37 02.4
 BX3015;UTM  15      - 3,539,015.463   436,926.395   MT  0.99964906   -0 21 13.2
 BX3015
 BX3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3015!SPC LA N     -   0.99999370  x   0.99991544  =   0.99990914
 BX3015!UTM  15      -   0.99999370  x   0.99964906  =   0.99964276
 BX3015
 BX3015|---------------------------------------------------------------------|
 BX3015| PID    Reference Object                     Distance      Geod. Az  |
 BX3015|                                                           dddmmss.s |
 BX3015| CV8814 MASON RM                             31.445 METERS 19837     |
 BX3015| CQ2514 GORDON=V 10                         APPROX. 2.7 KM 3151537.8 |
 BX3015|---------------------------------------------------------------------|
 BX3015
 BX3015                          SUPERSEDED SURVEY CONTROL
 BX3015
 BX3015  NAD 83(1986)-  31 59 07.56016(N)    093 40 03.53279(W) AD(       ) 1
 BX3015  NAD 27      -  31 59 06.97600(N)    093 40 02.87600(W) AD(       ) 1
 BX3015
 BX3015.Superseded values are not recommended for survey control.
 BX3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3015.See file dsdata.txt to determine how the superseded data were derived.
 BX3015
 BX3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3692639015(NAD 83)
 BX3015_MARKER: DS = TRIANGULATION STATION DISK
 BX3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3015
 BX3015  HISTORY     - Date     Condition        Report By
 BX3015  HISTORY     - 1919     MONUMENTED       CGS
 BX3015  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX3015
 BX3015                          STATION DESCRIPTION
 BX3015
 BX3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX3015'STATION IS ABOUT 2-1/2 MILES SE OF MANSFIELD, 920 METERS (3,018 FEET)
 BX3015'E OF MILEPOST NO. 284, AT INTERSECTION OF TANGENTS TO S RAIL
 BX3015'FROM W AND N RAIL FROM E OF SECOND CURVE FROM MANSFIELD.
 BX3015'
 BX3015'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX3015'DISKS SET IN CONCRETE.
 BX3015'
 BX3015'REFERENCE MARK IS 31.445 METERS (103.17 FEET) FROM STATION
 BX3015'S 18 DEG 37 MIN W.
 BX3015
 BX3015                          STATION RECOVERY (1935)
 BX3015
 BX3015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX3015'STATION SITE WAS VISITED AND PROPERTY OWNER, A MR. MASON,
 BX3015'WAS INTERVIEWED.  HE REPORTED THAT SURFACE AND UNDERGROUND
 BX3015'MARKS WERE DUG OUT IN LAYING A STANDARD OIL PIPE LINE.
 BX3015'
 BX3015'REFERENCE MARK SET IN 1919 WAS RECOVERED ON THE W SIDE OF
 BX3015'TEXAS AND PACIFIC RAILROAD TRACK WITH TABLET GONE AND CONCRETE
 BX3015'PIER BADLY BATTERED.
 BX3015'
 BX3015'IT IS RECOMMENDED THAT STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1871 ***********************************************************************
 CP1871  DESIGNATION -  MASON BOLT
 CP1871  PID         -  CP1871
 CP1871  STATE/COUNTY-  LA/FRANKLIN
 CP1871  USGS QUAD   -  MASON (1983)
 CP1871
 CP1871                         *CURRENT SURVEY CONTROL
 CP1871  ___________________________________________________________________
 CP1871* NAD 83(1986)-  32 04 13.     (N)    091 52 36.     (W)     SCALED    
 CP1871* NAVD 88     -        17.89   (+/-2cm)      58.7    (feet)  VERTCON   
 CP1871  ___________________________________________________________________
 CP1871  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP1871
 CP1871  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1871
 CP1871.The horizontal coordinates were scaled from a topographic map and have
 CP1871.an estimated accuracy of +/- 6 seconds.
 CP1871
 CP1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1871.The vertical order pertains to the NGVD 29 superseded value.
 CP1871
 CP1871.The geoid height was determined by GEOID03.
 CP1871
 CP1871;                    North         East    Units  Estimated Accuracy
 CP1871;SPC LA N     -   174,270.    1,058,850.      MT  (+/- 180 meters Scaled)
 CP1871
 CP1871                          SUPERSEDED SURVEY CONTROL
 CP1871
 CP1871  NGVD 29 (??/??/92)   17.905  (m)           58.74   (f) ADJ UNCH    1 2
 CP1871
 CP1871.Superseded values are not recommended for survey control.
 CP1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1871.See file dsdata.txt to determine how the superseded data were derived.
 CP1871
 CP1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR060487(NAD 83)
 CP1871_MARKER: B = BOLT
 CP1871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1871_SP_SET: SLAB
 CP1871_STAMPING: MASON
 CP1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1871
 CP1871  HISTORY     - Date     Condition        Report By
 CP1871  HISTORY     - UNK      MONUMENTED       DOD
 CP1871  HISTORY     - 1966     GOOD             NGS
 CP1871
 CP1871                          STATION DESCRIPTION
 CP1871
 CP1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1871'3.85 MI W FROM FT NECESSITY.
 CP1871'ABOUT 3.85 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CP1871'FT. NECESSITY, IN SECTION 32, T 13 N, R 6 E, 37 FEET SOUTH OF THE
 CP1871'CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF A
 CP1871'PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE, 50 FEET SOUTHWEST OF THE
 CP1871'CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE ROAD, 7 FEET
 CP1871'NORTHWEST OF A CORNER FENCE POST, 4 1/2 FEET NORTH OF A FENCE, 1.3
 CP1871'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CP1871'HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET
 CP1871'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE
 CP1871'BEARING A BRASS CAP AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1870 ***********************************************************************
 CP1870  DESIGNATION -  MASON CAP
 CP1870  PID         -  CP1870
 CP1870  STATE/COUNTY-  LA/FRANKLIN
 CP1870  USGS QUAD   -  MASON (1983)
 CP1870
 CP1870                         *CURRENT SURVEY CONTROL
 CP1870  ___________________________________________________________________
 CP1870* NAD 83(1986)-  32 04 13.     (N)    091 52 36.     (W)     SCALED    
 CP1870* NAVD 88     -        19.12   (+/-2cm)      62.7    (feet)  VERTCON   
 CP1870  ___________________________________________________________________
 CP1870  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP1870
 CP1870  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1870
 CP1870.The horizontal coordinates were scaled from a topographic map and have
 CP1870.an estimated accuracy of +/- 6 seconds.
 CP1870
 CP1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1870.The vertical order pertains to the NGVD 29 superseded value.
 CP1870
 CP1870.The geoid height was determined by GEOID03.
 CP1870
 CP1870;                    North         East    Units  Estimated Accuracy
 CP1870;SPC LA N     -   174,270.    1,058,850.      MT  (+/- 180 meters Scaled)
 CP1870
 CP1870                          SUPERSEDED SURVEY CONTROL
 CP1870
 CP1870  NGVD 29 (??/??/92)   19.138  (m)           62.79   (f) ADJ UNCH    1 2
 CP1870
 CP1870.Superseded values are not recommended for survey control.
 CP1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1870.See file dsdata.txt to determine how the superseded data were derived.
 CP1870
 CP1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR060487(NAD 83)
 CP1870_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1870_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1870_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1870_STAMPING: MASON
 CP1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1870
 CP1870  HISTORY     - Date     Condition        Report By
 CP1870  HISTORY     - UNK      MONUMENTED       DOD
 CP1870  HISTORY     - 1966     GOOD             NGS
 CP1870
 CP1870                          STATION DESCRIPTION
 CP1870
 CP1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1870'3.85 MI W FROM FT NECESSITY.
 CP1870'ABOUT 3.85 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CP1870'FT. NECESSITY, IN SECTION 32, T 13 N, R 6 E, 37 FEET SOUTH OF THE
 CP1870'CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF A
 CP1870'PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE, 50 FEET SOUTHWEST OF THE
 CP1870'CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE ROAD, 7 FEET
 CP1870'NORTHWEST OF A CORNER FENCE POST, 4 1/2 FEET NORTH OF A FENCE, 1.3
 CP1870'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CP1870'HIGHWAY, A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1591 ***********************************************************************
 BK1591  DESIGNATION -  MATERNE
 BK1591  PID         -  BK1591
 BK1591  STATE/COUNTY-  LA/CALCASIEU
 BK1591  USGS QUAD   -  MOSS BLUFF (1994)
 BK1591
 BK1591                         *CURRENT SURVEY CONTROL
 BK1591  ___________________________________________________________________
 BK1591* NAD 83(1992)-  30 18 08.99304(N)    093 12 23.33517(W)     ADJUSTED  
 BK1591* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 BK1591  **This station is located in a subsidence area (see below).
 BK1591  ___________________________________________________________________
 BK1591  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK1591  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK1591  DYNAMIC HT  -           6.8   (meters)      22.    (feet)  COMP
 BK1591  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 BK1591
 BK1591  HORZ ORDER  -  THIRD
 BK1591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1591
 BK1591.The horizontal coordinates were established by classical geodetic methods
 BK1591.and adjusted by the National Geodetic Survey in January 1993..
 BK1591
 BK1591 ** The orthometric height has not been validated since last determined
 BK1591 ** by differential leveling and should not be used for control purposes.
 BK1591 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1591 ** area with valid NAVD 88 orthometric heights.
 BK1591 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1591 ** epoch indicated which incorporates improved geoid heights for the
 BK1591 ** Southern Louisiana Subsidence area.
 BK1591 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1591.The orthometric height was scaled from a topographic map.
 BK1591.The vertical order pertains to the NGVD 29 superseded value.
 BK1591
 BK1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1591
 BK1591.The geoid height was determined by GEOID03.
 BK1591
 BK1591.The dynamic height is computed by dividing the NAVD 88
 BK1591.geopotential number by the normal gravity value computed on the
 BK1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1591.degrees latitude (g = 980.6199 gals.).
 BK1591
 BK1591.The modeled gravity was interpolated from observed gravity values.
 BK1591
 BK1591;                    North         East     Units Scale Factor Converg.
 BK1591;SPC LA S     -   201,270.073   819,836.421   MT  0.99993955   -0 56 11.8
 BK1591;SPC LA S     -   660,333.56  2,689,746.66   sFT  0.99993955   -0 56 11.8
 BK1591;UTM  15      - 3,352,323.412   480,145.944   MT  0.99960486   -0 06 15.1
 BK1591
 BK1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1591!SPC LA S     -   1.00000323  x   0.99993955  =   0.99994278
 BK1591!UTM  15      -   1.00000323  x   0.99960486  =   0.99960808
 BK1591
 BK1591|---------------------------------------------------------------------|
 BK1591| PID    Reference Object                     Distance      Geod. Az  |
 BK1591|                                                           dddmmss.s |
 BK1591| BK1590 MATERNE RM 1                         26.318 METERS 00805     |
 BK1591| BK1592 MATERNE RM 2                         22.144 METERS 17131     |
 BK1591| BK2447 MATERNE 2                           120.909 METERS 18803     |
 BK1591| BK2554 MATERNE AZ MK 2                     257.222 METERS 21104     |
 BK1591| CV8818 MATERNE AZ MK                                      2573248.0 |
 BK1591|---------------------------------------------------------------------|
 BK1591
 BK1591                          SUPERSEDED SURVEY CONTROL
 BK1591
 BK1591  NAD 83(1986)-  30 18 09.01355(N)    093 12 23.32716(W) AD(       ) 3
 BK1591  NAD 27      -  30 18 08.27818(N)    093 12 22.77078(W) AD(       ) 3
 BK1591  NGVD 29 (??/??/??)    6.673  (m)           21.89   (f) ADJUSTED    2 0
 BK1591
 BK1591.Superseded values are not recommended for survey control.
 BK1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1591.See file dsdata.txt to determine how the superseded data were derived.
 BK1591
 BK1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8014652323(NAD 83)
 BK1591_MARKER: DS = TRIANGULATION STATION DISK
 BK1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1591_SP_SET: CONCRETE POST
 BK1591_STAMPING: MATERNE 1963
 BK1591_MARK LOGO: CGS   
 BK1591_PROJECTION: FLUSH
 BK1591_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1591+STABILITY: SURFACE MOTION
 BK1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1591+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1984
 BK1591
 BK1591  HISTORY     - Date     Condition        Report By
 BK1591  HISTORY     - 1963     MONUMENTED       CGS
 BK1591  HISTORY     - 1963     GOOD             CGS
 BK1591  HISTORY     - 1968     GOOD             LADTD
 BK1591  HISTORY     - 1982     GOOD             LADTD
 BK1591  HISTORY     - 1984     GOOD             LADTD
 BK1591  HISTORY     - 19840720 GOOD             NGS
 BK1591
 BK1591                          STATION DESCRIPTION
 BK1591
 BK1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK1591'THE STATION IS LOCATED ABOUT 1 MILE WEST OF MOSS BLUFF,
 BK1591'4-1/2 MILES NORTH-NORTHEAST OF WESTLAKE, ON THE PROPERTY
 BK1591'OWNED AND OCCUPIED BY MR. MATERNE.
 BK1591'
 BK1591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BK1591'WITH STATE HIGHWAY 378 0.1 MILE SOUTH OF THE POST OFFICE
 BK1591'IN MOSS BLUFF, GO WEST ON STATE HIGHWAY 378 FOR 0.65 MILE
 BK1591'TO A RAILROAD CROSSING.  CONTINUE WEST ON STATE HIGHWAY
 BK1591'378 FOR 0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BK1591'NORTH FOR 0.1 MILE TO THE END OF THE ROAD AND A WIRE GATE
 BK1591'ON THE RIGHT, TURN RIGHT EAST THROUGH THE GATE ACROSS A
 BK1591'SMALL PASTURE FOR APPROXIMATELY 100 YARDS TO THE EAST FENCE
 BK1591'AND STATION AS DESCRIBED.
 BK1591'
 BK1591'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD RIGHT LEADING
 BK1591'TO THE STATION, GO WEST ON STATE HIGHWAY 378 FOR 0.18 MILE
 BK1591'TO A GRAVELED DRIVEWAY ON THE RIGHT LEADING INTO A SCHOOL
 BK1591'YARD, TURN RIGHT INTO THE DRIVEWAY GOING AROUND A CIRCLE
 BK1591'FOR 0.16 MILE TO A SMALL PARKING LOT AND AZIMUTH MARK AS
 BK1591'DESCRIBED.
 BK1591'
 BK1591'THE STATION IS A STANDARD DISK STAMPED MATERNE 1963, SET
 BK1591'IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 BK1591'GROUND.  IT IS 12.8 FEET WEST OF A FENCELINE, 12.0 FEET
 BK1591'WEST OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND
 BK1591'SIGN, AND 29.2 FEET NORTH OF A 24 INCH PINE TREE.
 BK1591'
 BK1591'REFERENCE MARK 1, IS A STANDARD DISK STAMPED MATERNE NO.
 BK1591'1 1963, SET IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 BK1591'WITH THE GROUND.  IT IS 1.1 FEET NORTH OF A FENCELINE AND
 BK1591'83.5 FEET NORTH OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS
 BK1591'POST WITH SIGN.
 BK1591'
 BK1591'REFERENCE MARK 2, IS A STANDARD DISK STAMPED MATERNE NO.
 BK1591'2 1963, SET IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 BK1591'WITH THE GROUND.  IT IS 0.9 FEET WEST OF A NORTH AND SOUTH
 BK1591'FENCELINE, 73.8 FEET SOUTH OF A 3 INCH DIAMETER CREOSOTE
 BK1591'WOOD WITNESS POST WITH SIGN AND 44.0 FEET SOUTH-SOUTHEAST
 BK1591'OF A 24 INCH PINE TREE.
 BK1591'
 BK1591'AZIMUTH MARK, IS A STANDARD DISK STAMPED MATERNE 1963, SET
 BK1591'IN A 10 SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 BK1591'OR (SIDE-WALK).  IT IS 0.4 FEET WEST OF THE EAST EDGE OF
 BK1591'THE SIDE-WALK, 9.6 FEET EAST OF THE WEST EDGE OF THE SIDE-WALK
 BK1591'AND 70.2 FEET NORTH OF THE ENTRANCE TO THE SCHOOL.
 BK1591'
 BK1591'HEIGHT OF LIGHT ABOVE STATION MARK 34.15 METERS.
 BK1591
 BK1591                          STATION RECOVERY (1963)
 BK1591
 BK1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK1591'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 BK1591'RECOVERED AS DESCRIBED BY R.W.T. IN 1963 AND FOUND TO BE
 BK1591'IN GOOD CONDITION.
 BK1591
 BK1591                          STATION RECOVERY (1968)
 BK1591
 BK1591'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK1591'8.85 MI NE FROM LAKE CHARLES.
 BK1591'ABOUT 0.7 MILES SOUTH ALONG BILBO STREET FROM THE SOUTHERN PACIFIC
 BK1591'RAILROAD DEPOT AT LAKE CHARLES, THENCE 2.2 MILES EAST ALONG US HIGHWAY
 BK1591'90 BUSINESS ROUTE, THENCE 0.5 MILE NORTH ALONG LA. HIGHWAY 14, THENCE
 BK1591'5.2 MILES NORTH ALONG US HIGHWAY 171.  TO REACH THE STATION FROM THE
 BK1591'JUNCTION OF US HIGHWAY 171 AND STATE ROUTE 378, GO 0.1 MILE SOUTH OF
 BK1591'THE POST OFFICE IN MOSS BLUFF, THENCE WEST ON STATE ROUTE 378 FOR 0.65
 BK1591'MILE TO A RAILROAD CROSSING, CONTINUE WEST ON STATE HIGHWAY 378 FOR
 BK1591'0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.1 MILE
 BK1591'TO THE END OF THE ROAD, THEN GO EAST THROUGH A PASTURE APPROXIMATELY
 BK1591'100 YARDS TO THE EAST FENCE AND THE STATION. IT IS 12.8 FEET WEST OF A
 BK1591'FENCE LINE, 12 FEET WEST OF A METAL WITNESS POST AND SIGN AND 29.2
 BK1591'FEET NORTH OF A 24 INCH PINE.  SECTION 5, T 8S, R 8W.
 BK1591
 BK1591                          STATION RECOVERY (1982)
 BK1591
 BK1591'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1591'RECOVERED IN GOOD CONDITION.
 BK1591
 BK1591                          STATION RECOVERY (1984)
 BK1591
 BK1591'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1591'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.4 KM
 BK1591'(0.2 MILE) SOUTH ALONG AN ASPHALT ROAD (PARISH ROAD) FROM THE POST
 BK1591'OFFICE AT MOSS BLUFF, THENCE 0.6 KM (0.3 MILE) WEST ALONG LA.
 BK1591'HIGHWAY 378, THENCE 0.2 KM (0.1 MILE) NORTH ALONG AN ASPHALT STREET
 BK1591'(EXECUTIVE DRIVE) TO THE MARK ON THE LEFT IN SECTION 5, T 9 S, R 8 W,
 BK1591'8.0 METERS (26.2 FEET) WEST OF THE NORTHWEST CORNER OF A MAINTENANCE
 BK1591'BUILDING, 10.9 METERS (35.6 FEET) NORTH NORTHWEST OF A POWERPOLE WITH
 BK1591'A TRANSFORMER, 11.3 METERS (37.2 FEET) NORTHWEST OF THE SOUTHWEST
 BK1591'CORNER OF A MAINTENANCE BUILDING, 20.2 METERS (66.2 FEET) SOUTH
 BK1591'SOUTH- WEST OF A TELEPHONE PEDESTAL.
 BK1591'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BK1591
 BK1591                          STATION RECOVERY (1984)
 BK1591
 BK1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 BK1591'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 BK1591'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.
 BK1591'DUE TO CONSTRUCTION AND CHANGES IN THE AREA TRIANGULATION STATION
 BK1591'MATERNE 2 REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED
 BK1591'THIS DATE.  THE STATION MARK AND THE REFERENCE MARKS WILL NOT BE
 BK1591'DESTROYED, BUT WILL NOT BE USEABLE TO THE GENERAL PUBLIC AT ALL TIMES.
 BK1591'THE ANGLE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 MISSED
 BK1591'THE PREVIOUS ANGLE BY 29.2 SECONDS.  THE DISTANCES FROM THE STATION TO
 BK1591'REFERENCE MARKS NO 1 AND NO 2 CHECKED THE PREVIOUS DATA.  A COMPLETE
 BK1591'NEW DESCRIPTION FOLLOWS.
 BK1591' 
 BK1591'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF MOSS BLUFF, 6.8
 BK1591'KM (4.2 MI) NORTH NORTHEAST OF WESTLAKE.  OWNERSHIP--MR JAMES B
 BK1591'MISTRETTA, ROUTE NUMBER 5, 104 EXECUTIVE DRIVE, LAKE CHARLES,
 BK1591'LOUISIANA (PHONE NUMBER 855-7741).
 BK1591' 
 BK1591'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 171 WITH STATE
 BK1591'HIGHWAY 378 IN MOSS BLUFF, GO WEST ON STATE HIGHWAY 378 FOR 1.6 KM
 BK1591'(1.0 MI) WEST TO A SIDE ROAD RIGHT, EXECUTIVE DRIVE.  TURN RIGHT AND
 BK1591'GO NORTH ALONG EXECUTIVE DRIVE FOR 0.28 KM (0.18 MI) TO THE STATION ON
 BK1591'THE LEFT.
 BK1591' 
 BK1591'THE STATION IS A STANDARD NGS DISK STAMPED--MATERNE 1963--, SET INTO
 BK1591'THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES OR 25.4 CM IN DIAMETER
 BK1591'FLUSH WITH GROUND LOCATED 37 FT (11.3 M) NNW FROM THE SOUTHWEST CORNER
 BK1591'OF A SMALL BRICK BUILDING, 26.5 FT (8 M) W FROM THE NORTHWEST CORNER
 BK1591'OF A SMALL BRICK BUILDING, 248 FT (75.6 M) W FROM THE EXECUTIVE DRIVE,
 BK1591'AND 12 FT (3.7 M) W FROM A METAL WITNESS POST AND SIGN.
 BK1591' 
 BK1591'THE UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 BK1591' 
 BK1591'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--MATERNE NO 1
 BK1591'1963--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES OR
 BK1591'25.4 CM IN DIAMETER FLUSH WITH GROUND LOCATED 236 FT (71.9 M) W FROM
 BK1591'THE CENTER OF EXECUTIVE DRIVE, 154 FT (46.9 M) NW FROM THE NORTHWEST
 BK1591'CORNER OF A BRICK CABANA, 89 FT (27.1 M) N FROM THE NORTHWEST CORNER
 BK1591'OF A SMALL BRICK BUILDING, AND 25 FT (7.6 M) N FROM A TELEPHONE
 BK1591'JUNCTION BOX NO P3.
 BK1591' 
 BK1591'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--MATERNE NO 2
 BK1591'1963--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BK1591'30.5 CM IN DIAMETER RECESSED 2 INCHES OR 5 CM BELOW THE GROUND LOCATED
 BK1591'113 FT (34.4 M) WSW FROM THE NORTHWEST CORNER OF A BRICK CABANA, 120
 BK1591'FT (36.6 M) W FROM THE SOUTHWEST CORNER OF A BRICK CABANA, 47.5 FT
 BK1591'(14.5 M) SSW FROM THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING, AND
 BK1591'39 FT (11.9 M) S FROM A POWERPOLE WITH LIGHT ATTACHED.
 BK1591' 
 BK1591'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--MATERNE 1963 NO 2
 BK1591'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BK1591'CM IN DIAMETER RECESSED 2 INCHES OR 5 CM BELOW THE GROUND LOCATED 46.1
 BK1591'FT (14 M) S FROM THE CENTER LINE OF STATE HIGHWAY 378, 46 FT (14 M)
 BK1591'NNW FROM A 24-INCH OAK TREE, 91.5 FT (27.9 M) E FROM THE CENTER OF
 BK1591'FIREHOUSE LANE, AND 35.7 FT (10.9 M) W FROM A CHAIN LINK FENCE.
 BK1591' 
 BK1591'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 171 AND
 BK1591'STATE HIGHWAY 378 IN MOSS BLUFF, GO WEST ALONG STATE HIGHWAY 378 FOR
 BK1591'1.77 KM (1.1 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2447 ***********************************************************************
 BK2447  DESIGNATION -  MATERNE 2
 BK2447  PID         -  BK2447
 BK2447  STATE/COUNTY-  LA/CALCASIEU
 BK2447  USGS QUAD   -  MOSS BLUFF (1994)
 BK2447
 BK2447                         *CURRENT SURVEY CONTROL
 BK2447  ___________________________________________________________________
 BK2447* NAD 83(1992)-  30 18 05.10529(N)    093 12 23.96859(W)     ADJUSTED  
 BK2447* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK2447  **This station is located in a subsidence area (see below).
 BK2447  ___________________________________________________________________
 BK2447  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK2447  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2447  DYNAMIC HT  -           6.2   (meters)      20.    (feet)  COMP
 BK2447  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 BK2447
 BK2447  HORZ ORDER  -  THIRD
 BK2447  VERT ORDER  -  THIRD (See Below)
 BK2447
 BK2447.The horizontal coordinates were established by classical geodetic methods
 BK2447.and adjusted by the National Geodetic Survey in January 1993..
 BK2447
 BK2447 ** The orthometric height has not been validated since last determined
 BK2447 ** by differential leveling and should not be used for control purposes.
 BK2447 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2447 ** area with valid NAVD 88 orthometric heights.
 BK2447 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2447 ** epoch indicated which incorporates improved geoid heights for the
 BK2447 ** Southern Louisiana Subsidence area.
 BK2447 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2447.The orthometric height was scaled from a topographic map.
 BK2447.The vertical order pertains to the NGVD 29 superseded value.
 BK2447
 BK2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2447
 BK2447.The geoid height was determined by GEOID03.
 BK2447
 BK2447.The dynamic height is computed by dividing the NAVD 88
 BK2447.geopotential number by the normal gravity value computed on the
 BK2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2447.degrees latitude (g = 980.6199 gals.).
 BK2447
 BK2447.The modeled gravity was interpolated from observed gravity values.
 BK2447
 BK2447;                    North         East     Units Scale Factor Converg.
 BK2447;SPC LA S     -   201,150.655   819,817.543   MT  0.99993945   -0 56 12.1
 BK2447;SPC LA S     -   659,941.77  2,689,684.72   sFT  0.99993945   -0 56 12.1
 BK2447;UTM  15      - 3,352,203.772   480,128.808   MT  0.99960487   -0 06 15.4
 BK2447
 BK2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2447!SPC LA S     -   1.00000331  x   0.99993945  =   0.99994276
 BK2447!UTM  15      -   1.00000331  x   0.99960487  =   0.99960818
 BK2447
 BK2447|---------------------------------------------------------------------|
 BK2447| PID    Reference Object                     Distance      Geod. Az  |
 BK2447|                                                           dddmmss.s |
 BK2447| BK1591 MATERNE                             120.909 METERS 00803     |
 BK2447| BK2552 MATERNE 2 RM 3                       29.628 METERS 05901     |
 BK2447| BK2553 MATERNE 2 RM 4                       25.460 METERS 12240     |
 BK2447| BK2554 MATERNE AZ MK 2                     153.400 METERS 22900     |
 BK2447|---------------------------------------------------------------------|
 BK2447
 BK2447                          SUPERSEDED SURVEY CONTROL
 BK2447
 BK2447  NAD 83(1986)-  30 18 05.12581(N)    093 12 23.96059(W) AD(       ) 3
 BK2447  NGVD 29 (11/02/92)    6.22   (m)           20.4    (f) LEVELING    3  
 BK2447
 BK2447.Superseded values are not recommended for survey control.
 BK2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2447.See file dsdata.txt to determine how the superseded data were derived.
 BK2447
 BK2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8012952204(NAD 83)
 BK2447_MARKER: DS = TRIANGULATION STATION DISK
 BK2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2447_SP_SET: CONCRETE POST
 BK2447_STAMPING: MATERNE 2 1984
 BK2447_MARK LOGO: LADTD 
 BK2447_PROJECTION: FLUSH
 BK2447_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2447+STABILITY: SURFACE MOTION
 BK2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2447+SATELLITE: SATELLITE OBSERVATIONS - 1984
 BK2447
 BK2447  HISTORY     - Date     Condition        Report By
 BK2447  HISTORY     - 1984     MONUMENTED       LADTD
 BK2447  HISTORY     - 1984     GOOD             LADTD
 BK2447  HISTORY     - 1986     GOOD             NGS
 BK2447  HISTORY     - 20021102 GOOD             USPSQD
 BK2447
 BK2447                          STATION DESCRIPTION
 BK2447
 BK2447'DESCRIBED BY LA TRANSP AND DEV 1984 (FLM)
 BK2447'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF MOSS BLUFF, 6.8
 BK2447'KM (4.2 MI) NORTH NORTHEAST OF WESTLAKE.  OWNERSHIP- MR JAMES B
 BK2447'MISTRETTA, ROUTE NUMBER 5, 104 EXECUTIVE DRIVE, LAKE CHARLES,
 BK2447'LOUISIANA (PHONE NUMBER 855-7741).
 BK2447' 
 BK2447'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 171 WITH STATE
 BK2447'HIGHWAY 378 IN MOSS BLUFF, GO WEST ON STATE HIGHWAY 378 FOR 1.6 KM
 BK2447'(1.0 MI) WEST TO A SIDE ROAD RIGHT, EXECUTIVE DRIVE. TURN RIGHT AND GO
 BK2447'NORTH ALONG EXECUTIVE DRIVE FOR 0.16 KM (0.1 MI) TO A CONCRETE DRIVE
 BK2447'TO THE LEFT, TURN LEFT ON THE CONCRETE DRIVE AND GO 94.2 METERS (309
 BK2447'FT) TO THE MARK ON THE RIGHT.
 BK2447' 
 BK2447'THE STATION IS A STANDARD NGS DISK STAMPED--MATERNE 2 1984--, SET INTO
 BK2447'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 BK2447'FLUSH WITH GROUND LOCATED 108 FT (32.9 M) SW FROM THE SOUTHWEST CORNER
 BK2447'OF A BRICK OFFICE BUILDING, 309 FT (94.2 M W FROM THE CENTER OF
 BK2447'EXECUTIVE DRIVE, 85.5 FT (26 M) NW FROM A POWER POLE, 80 FT (24.4 M)
 BK2447'NE FROM A 24-INCH SYCAMORE TREE, AND 61 FT (18.6 M) E FROM AN 18-INCH
 BK2447'SYCAMORE TREE.
 BK2447' 
 BK2447'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--MATERNE 2 1984--,
 BK2447'SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FT (1.1 M) BELOW THE
 BK2447'SURFACE.
 BK2447' 
 BK2447'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--MATERNE 2 NO 3
 BK2447'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BK2447'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 15.5 FT (4.7 M) S FROM
 BK2447'THE SOUTHWEST CORNER OF A BRICK OFFICE BUILDING, 1 FT (0.3 M) S FROM
 BK2447'THE SOUTH EDGE OF A CONCRETE SIDEWALK, AND 1 FT (0.3 M) W FROM THE
 BK2447'WEST EDGE OF A CONCRETE PARKING LOT.
 BK2447' 
 BK2447'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--MATERNE 2 NO 4
 BK2447'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 BK2447'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 12 FT (3.6 M) SSW FROM
 BK2447'THE SOUTHWEST CORNER OF A CONCRETE DRIVE, 2.5 FT (0.8 M) N FROM A
 BK2447'POWERPOLE, 56.5 FT (17.2 M) N FROM A 12-INCH CEDAR TREE, AND 60 FT
 BK2447'(18.3 M) NW FROM A CONCRETE DRIVE TO A BANK.
 BK2447' 
 BK2447'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--MATERNE 1963 NO 2
 BK2447'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BK2447'CM IN DIAMETER RECESSED 2 INCHES OR 5 CM BELOW THE GROUND LOCATED 46
 BK2447'FT (14 M) S FROM THE CENTERLINE OF STATE HIGHWAY 378, 46 FT (14 M) NNW
 BK2447'FROM A 24-INCH OAK TREE, 91.5 FT (27.9 M) E FROM THE CENTER OF
 BK2447'FIREHOUSE LANE, AND 35.5 FT (10.8 M) W FROM A CHAIN LINK FENCE.
 BK2447' 
 BK2447'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 171 AND
 BK2447'STATE HIGHWAY 378 IN MOSS BLUFF, GO WEST ALONG STATE HIGHWAY 378 FOR
 BK2447'1.77 KM (1.1 MI) TO THE MARK ON THE LEFT.
 BK2447
 BK2447                          STATION RECOVERY (1984)
 BK2447
 BK2447'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2447'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.4 KM
 BK2447'(0.2 MILE) SOUTH ALONG AN ASPHALT ROAD (PARISH ROAD) FROM THE POST
 BK2447'OFFICE AT MOSS BLUFF, THENCE 0.6 KM (0.3 MILE) WEST ALONG LA.
 BK2447'HIGHWAY 378, THENCE 0.1 KM (0.1 MILE) NORTH ALONG AN ASPHALT STREET
 BK2447'(EXECUTIVE DRIVE) TO THE MARK ON THE LEFT IN SECTION 5, T 9 S, R 8 W,
 BK2447'29.7 METERS (97.3 FEET) WEST SOUTHWEST OF MATERNE NO 2 RM NO 3, 25.9
 BK2447'METERS (85.0 FEET) WEST NORTHWEST OF A POWER POLE, 25.4 METERS (83.4
 BK2447'FEET) WEST NORTHWEST OF MATERNE NO 2 RM NO 4, 18.4 METERS (60.3 FEET)
 BK2447'EAST OF A 20 INCH SYCAMORE TREE, 24.3 METERS (79.6 FEET) NORTH
 BK2447'NORTHEAST OF A 24 INCH SYCAMORE TREE.
 BK2447'THE MARK IS ABOVE LEVEL WITH LA HIGHWAY 378.
 BK2447
 BK2447                          STATION RECOVERY (1986)
 BK2447
 BK2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2447'1.2 KM (0.75 MI) WEST FROM MOSS BLUFF.
 BK2447'1.1 KM (0.7 MI) WEST ALONG STATE HIGHWAY 378 FROM THE JUNCTION OF
 BK2447'U.S. HIGHWAY 171 IN MOSS BLUFF, THENCE 0.08 KM (0.05 MI) NORTH ALONG
 BK2447'EXECUTIVE DRIVE TO THE MARK ON THE LAFT, 87.17 METERS (286.0 FT) NORTH
 BK2447'OF THE CENTERLINE OF THE HIGHWAY, 85.19 METERS (279.5 FT) WEST OF THE
 BK2447'CENTER OF EXECUTIVE DRIVE, 32.46 METERS (106.5 FT) SOUTHWEST OF THE
 BK2447'SOUTHWEST CORNER OF A ONE-STORY BRICK OFFICE COMPLEX, 25.91 METERS
 BK2447'(85.0 FT) NORTHWEST OF A UTILITY POLE WITH ONE GUY WIRE, 24.26 METERS
 BK2447'(79.6 FT) NORTH-MORTHEAST OF A 24-INCH SYCAMORE TREE, 18.38 METERS
 BK2447'(60.3 FT) EAST OF A 20-INCH SYCAMORE TREE.
 BK2447'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 BK2447'THE MARK IS ABOVE LEVEL WITH HIGHWAY 378.
 BK2447
 BK2447                          STATION RECOVERY (2002)
 BK2447
 BK2447'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMG)
 BK2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2552 ***********************************************************************
 BK2552  DESIGNATION -  MATERNE 2 RM 3
 BK2552  PID         -  BK2552
 BK2552  STATE/COUNTY-  LA/CALCASIEU
 BK2552  USGS QUAD   -  MOSS BLUFF (1994)
 BK2552
 BK2552                         *CURRENT SURVEY CONTROL
 BK2552  ___________________________________________________________________
 BK2552* NAD 83(1992)-  30 18 05.60059(N)    093 12 23.01799(W)     ADJUSTED  
 BK2552* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK2552  **This station is located in a subsidence area (see below).
 BK2552  ___________________________________________________________________
 BK2552  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK2552  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2552  DYNAMIC HT  -           6.2   (meters)      20.    (feet)  COMP
 BK2552  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 BK2552
 BK2552  HORZ ORDER  -  THIRD
 BK2552  VERT ORDER  -  THIRD (See Below)
 BK2552
 BK2552.The horizontal coordinates were established by classical geodetic methods
 BK2552.and adjusted by the National Geodetic Survey in January 1993..
 BK2552
 BK2552 ** The orthometric height has not been validated since last determined
 BK2552 ** by differential leveling and should not be used for control purposes.
 BK2552 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2552 ** area with valid NAVD 88 orthometric heights.
 BK2552 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2552 ** epoch indicated which incorporates improved geoid heights for the
 BK2552 ** Southern Louisiana Subsidence area.
 BK2552 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2552.The orthometric height was scaled from a topographic map.
 BK2552.The vertical order pertains to the NGVD 29 superseded value.
 BK2552
 BK2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2552
 BK2552.The geoid height was determined by GEOID03.
 BK2552
 BK2552.The dynamic height is computed by dividing the NAVD 88
 BK2552.geopotential number by the normal gravity value computed on the
 BK2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2552.degrees latitude (g = 980.6199 gals.).
 BK2552
 BK2552.The modeled gravity was interpolated from observed gravity values.
 BK2552
 BK2552;                    North         East     Units Scale Factor Converg.
 BK2552;SPC LA S     -   201,165.489   819,843.187   MT  0.99993946   -0 56 11.6
 BK2552;SPC LA S     -   659,990.44  2,689,768.86   sFT  0.99993946   -0 56 11.6
 BK2552;UTM  15      - 3,352,218.972   480,154.226   MT  0.99960486   -0 06 14.9
 BK2552
 BK2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2552!SPC LA S     -   1.00000331  x   0.99993946  =   0.99994277
 BK2552!UTM  15      -   1.00000331  x   0.99960486  =   0.99960817
 BK2552
 BK2552                          SUPERSEDED SURVEY CONTROL
 BK2552
 BK2552  NAD 83(1986)-  30 18 05.62111(N)    093 12 23.00998(W) AD(       ) 3
 BK2552  NGVD 29 (11/02/92)    6.23   (m)           20.4    (f) LEVELING    3  
 BK2552
 BK2552.Superseded values are not recommended for survey control.
 BK2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2552.See file dsdata.txt to determine how the superseded data were derived.
 BK2552
 BK2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8015452219(NAD 83)
 BK2552_MARKER: DR = REFERENCE MARK DISK
 BK2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2552_SP_SET: CONCRETE POST
 BK2552_STAMPING: MATERNE 2 RM NO 3 1984
 BK2552_MARK LOGO: LADTD 
 BK2552_PROJECTION: FLUSH
 BK2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2552+STABILITY: SURFACE MOTION
 BK2552
 BK2552  HISTORY     - Date     Condition        Report By
 BK2552  HISTORY     - 1984     MONUMENTED       LADTD
 BK2552  HISTORY     - 20011125 GOOD             USPSQD
 BK2552
 BK2552                          STATION DESCRIPTION
 BK2552
 BK2552'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2552'1.1 KM (0.7 MI) WEST FROM MOSS BLUFF.
 BK2552'0.4 KM (0.2 MILE) SOUTH ALONG AN ASPHALT ROAD (PARISH ROAD) FROM THE
 BK2552'POST OFFICE AT MOSS BLUFF, THENCE 0.6 KM (0.3 MILE) WEST ALONG LA.
 BK2552'HIGHWAY 378, THENCE 0.1 KM (0.1 MILE) NORTH ALONG AN ASPHALT STREET
 BK2552'(EXECUTIVE DRIVE) TO THE MARK ON THE LEFT IN SECTION 5, T 9 S, R 8 W,
 BK2552'0.3 METER (1.0 FOOT) SOUTH OF A FOUR FOOT SIDEWALK LEADING WEST AND
 BK2552'NORTH, 4.8 METERS (15.6 FEET) SOUTH OF THE SOUTHWEST CORNER OF A
 BK2552'BRICK OFFICE COMPLEX, 5.5 METERS (18.1 FEET) EAST OF A 12 INCH SWEET
 BK2552'GUM TREE, 29.7 METERS (97.3 FEET) EAST NORTHEAST OF THE STATION.
 BK2552'THE MARK IS ABOVE LEVEL WITH HIGHWAY 378.
 BK2552
 BK2552                          STATION RECOVERY (2001)
 BK2552
 BK2552'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK2552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2553 ***********************************************************************
 BK2553  DESIGNATION -  MATERNE 2 RM 4
 BK2553  PID         -  BK2553
 BK2553  STATE/COUNTY-  LA/CALCASIEU
 BK2553  USGS QUAD   -  MOSS BLUFF (1994)
 BK2553
 BK2553                         *CURRENT SURVEY CONTROL
 BK2553  ___________________________________________________________________
 BK2553* NAD 83(1992)-  30 18 04.65898(N)    093 12 23.16649(W)     ADJUSTED  
 BK2553* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK2553  **This station is located in a subsidence area (see below).
 BK2553  ___________________________________________________________________
 BK2553  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK2553  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2553  DYNAMIC HT  -           6.2   (meters)      20.    (feet)  COMP
 BK2553  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 BK2553
 BK2553  HORZ ORDER  -  THIRD
 BK2553  VERT ORDER  -  THIRD (See Below)
 BK2553
 BK2553.The horizontal coordinates were established by classical geodetic methods
 BK2553.and adjusted by the National Geodetic Survey in January 1993..
 BK2553
 BK2553 ** The orthometric height has not been validated since last determined
 BK2553 ** by differential leveling and should not be used for control purposes.
 BK2553 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2553 ** area with valid NAVD 88 orthometric heights.
 BK2553 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2553 ** epoch indicated which incorporates improved geoid heights for the
 BK2553 ** Southern Louisiana Subsidence area.
 BK2553 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2553.The orthometric height was scaled from a topographic map.
 BK2553.The vertical order pertains to the NGVD 29 superseded value.
 BK2553
 BK2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2553
 BK2553.The geoid height was determined by GEOID03.
 BK2553
 BK2553.The dynamic height is computed by dividing the NAVD 88
 BK2553.geopotential number by the normal gravity value computed on the
 BK2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2553.degrees latitude (g = 980.6199 gals.).
 BK2553
 BK2553.The modeled gravity was interpolated from observed gravity values.
 BK2553
 BK2553;                    North         East     Units Scale Factor Converg.
 BK2553;SPC LA S     -   201,136.563   819,838.746   MT  0.99993944   -0 56 11.7
 BK2553;SPC LA S     -   659,895.54  2,689,754.29   sFT  0.99993944   -0 56 11.7
 BK2553;UTM  15      - 3,352,189.995   480,150.207   MT  0.99960486   -0 06 15.0
 BK2553
 BK2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2553!SPC LA S     -   1.00000332  x   0.99993944  =   0.99994276
 BK2553!UTM  15      -   1.00000332  x   0.99960486  =   0.99960818
 BK2553
 BK2553                          SUPERSEDED SURVEY CONTROL
 BK2553
 BK2553  NAD 83(1986)-  30 18 04.67950(N)    093 12 23.15848(W) AD(       ) 3
 BK2553  NGVD 29 (11/02/92)    6.16   (m)           20.2    (f) LEVELING    3  
 BK2553
 BK2553.Superseded values are not recommended for survey control.
 BK2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2553.See file dsdata.txt to determine how the superseded data were derived.
 BK2553
 BK2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8015052190(NAD 83)
 BK2553_MARKER: DR = REFERENCE MARK DISK
 BK2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2553_SP_SET: CONCRETE POST
 BK2553_STAMPING: MATERNE 2 RM NO 4 1984
 BK2553_MARK LOGO: LADTD 
 BK2553_PROJECTION: FLUSH
 BK2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2553+STABILITY: SURFACE MOTION
 BK2553
 BK2553  HISTORY     - Date     Condition        Report By
 BK2553  HISTORY     - 1984     MONUMENTED       LADTD
 BK2553
 BK2553                          STATION DESCRIPTION
 BK2553
 BK2553'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2553'1.1 KM (0.7 MI) WEST FROM MOSS BLUFF.
 BK2553'0.4 KM (0.2 MILE) SOUTH ALONG AN ASPHALT ROAD (PARISH ROAD) FROM THE
 BK2553'POST OFFICE AT MOSS BLUFF, THENCE 0.6 KM (0.3 MILE) WEST ALONG LA.
 BK2553'HIGHWAY 378, THENCE 0.1 KM (0.1 MILE) NORTH ALONG AN ASPHALT STREET
 BK2553'(EXECUTIVE DRIVE) TO THE MARK ON THE LEFT IN SECTION 5, T 9 S, R 8 W,
 BK2553'25.4 METERS (83.4 FEET) EAST SOUTHEAST OF THE STATION, 0.8 METER (2.7
 BK2553'FEET) NORTH OF A POWER POLE, 17.2 METERS (56.4 FEET) NORTH OF A 12
 BK2553'INCH CEDAR TREE, 35.5 METERS (116.6 FEET) NORTHWEST OF THE NORTHWEST
 BK2553'CORNER OF THE GULF NATIONAL BANK.
 BK2553'THE MARK IS ABOVE LEVEL WITH HIGHWAY 378.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2554 ***********************************************************************
 BK2554  DESIGNATION -  MATERNE AZ MK 2
 BK2554  PID         -  BK2554
 BK2554  STATE/COUNTY-  LA/CALCASIEU
 BK2554  USGS QUAD   -  MOSS BLUFF (1994)
 BK2554
 BK2554                         *CURRENT SURVEY CONTROL
 BK2554  ___________________________________________________________________
 BK2554* NAD 83(1992)-  30 18 01.83759(N)    093 12 28.30178(W)     ADJUSTED  
 BK2554* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK2554  **This station is located in a subsidence area (see below).
 BK2554  ___________________________________________________________________
 BK2554  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK2554  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2554  DYNAMIC HT  -           5.9   (meters)      19.    (feet)  COMP
 BK2554  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 BK2554
 BK2554  HORZ ORDER  -  THIRD
 BK2554  VERT ORDER  -  THIRD (See Below)
 BK2554
 BK2554.The horizontal coordinates were established by classical geodetic methods
 BK2554.and adjusted by the National Geodetic Survey in January 1993..
 BK2554
 BK2554 ** The orthometric height has not been validated since last determined
 BK2554 ** by differential leveling and should not be used for control purposes.
 BK2554 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2554 ** area with valid NAVD 88 orthometric heights.
 BK2554 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2554 ** epoch indicated which incorporates improved geoid heights for the
 BK2554 ** Southern Louisiana Subsidence area.
 BK2554 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2554.The orthometric height was scaled from a topographic map.
 BK2554.The vertical order pertains to the NGVD 29 superseded value.
 BK2554
 BK2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2554
 BK2554.The geoid height was determined by GEOID03.
 BK2554
 BK2554.The dynamic height is computed by dividing the NAVD 88
 BK2554.geopotential number by the normal gravity value computed on the
 BK2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2554.degrees latitude (g = 980.6199 gals.).
 BK2554
 BK2554.The modeled gravity was interpolated from observed gravity values.
 BK2554
 BK2554;                    North         East     Units Scale Factor Converg.
 BK2554;SPC LA S     -   201,051.943   819,700.135   MT  0.99993937   -0 56 14.2
 BK2554;SPC LA S     -   659,617.92  2,689,299.53   sFT  0.99993937   -0 56 14.2
 BK2554;UTM  15      - 3,352,103.398   480,012.885   MT  0.99960493   -0 06 17.5
 BK2554
 BK2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2554!SPC LA S     -   1.00000336  x   0.99993937  =   0.99994273
 BK2554!UTM  15      -   1.00000336  x   0.99960493  =   0.99960829
 BK2554
 BK2554|---------------------------------------------------------------------|
 BK2554| PID    Reference Object                     Distance      Geod. Az  |
 BK2554|                                                           dddmmss.s |
 BK2554| BK1591 MATERNE                             257.222 METERS 03104     |
 BK2554| BK2447 MATERNE 2                           153.400 METERS 04900     |
 BK2554|---------------------------------------------------------------------|
 BK2554
 BK2554                          SUPERSEDED SURVEY CONTROL
 BK2554
 BK2554  NAD 83(1986)-  30 18 01.85811(N)    093 12 28.29377(W) AD(       ) 3
 BK2554  NGVD 29 (11/02/92)    5.91   (m)           19.4    (f) LEVELING    3  
 BK2554
 BK2554.Superseded values are not recommended for survey control.
 BK2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2554.See file dsdata.txt to determine how the superseded data were derived.
 BK2554
 BK2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8001352103(NAD 83)
 BK2554_MARKER: DZ = AZIMUTH MARK DISK
 BK2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2554_SP_SET: CONCRETE POST
 BK2554_STAMPING: MATERNE 2 1984
 BK2554_MARK LOGO: LADTD 
 BK2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2554+STABILITY: SURFACE MOTION
 BK2554
 BK2554  HISTORY     - Date     Condition        Report By
 BK2554  HISTORY     - 1984     MONUMENTED       LADTD
 BK2554  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2554
 BK2554                          STATION DESCRIPTION
 BK2554
 BK2554'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2554'1.1 KM (0.7 MI) WEST FROM MOSS BLUFF.
 BK2554'0.4 KM (0.2 MILE) SOUTH ALONG AN ASPHALT ROAD (PARISH ROAD) FROM THE
 BK2554'POST OFFICE AT MOSS BLUFF, THENCE 0.8 KM (0.5 MILE) WEST ALONG LA.
 BK2554'HIGHWAY 378 TO THE MARK ON THE LEFT IN SECTION 5, T 9 S, R 8 W, 27.1
 BK2554'METERS EAST OF THE CENTERLINE OF A SIDE STREET (FIREHOUSE LANE), 14.0
 BK2554'METERS (45.8 FEET) NORTH NORTHWEST OF A 24 INCH RED OAK TREE, 11.1
 BK2554'METERS (36.5 FEET) WEST OF A FOUR FOOT CHAIN LINK FENCE, 10.6 METERS
 BK2554'(34.8 FEET) EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY LEADING SOUTH
 BK2554'TO THE GEORGE DUGAS RESIDENCE.
 BK2554'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BK2554
 BK2554                          STATION RECOVERY (2002)
 BK2554
 BK2554'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMG)
 BK2554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1590 ***********************************************************************
 BK1590  DESIGNATION -  MATERNE RM 1
 BK1590  PID         -  BK1590
 BK1590  STATE/COUNTY-  LA/CALCASIEU
 BK1590  USGS QUAD   -  MOSS BLUFF (1994)
 BK1590
 BK1590                         *CURRENT SURVEY CONTROL
 BK1590  ___________________________________________________________________
 BK1590* NAD 83(1992)-  30 18 09.83921(N)    093 12 23.19676(W)     ADJUSTED  
 BK1590* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 BK1590  **This station is located in a subsidence area (see below).
 BK1590  ___________________________________________________________________
 BK1590  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK1590  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK1590  DYNAMIC HT  -           6.7   (meters)      22.    (feet)  COMP
 BK1590  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 BK1590
 BK1590  HORZ ORDER  -  THIRD
 BK1590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1590
 BK1590.The horizontal coordinates were established by classical geodetic methods
 BK1590.and adjusted by the National Geodetic Survey in January 1993..
 BK1590.No horizontal observational check was made to the station.
 BK1590
 BK1590 ** The orthometric height has not been validated since last determined
 BK1590 ** by differential leveling and should not be used for control purposes.
 BK1590 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1590 ** area with valid NAVD 88 orthometric heights.
 BK1590 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1590 ** epoch indicated which incorporates improved geoid heights for the
 BK1590 ** Southern Louisiana Subsidence area.
 BK1590 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1590.The orthometric height was scaled from a topographic map.
 BK1590.The vertical order pertains to the NGVD 29 superseded value.
 BK1590
 BK1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1590
 BK1590.The geoid height was determined by GEOID03.
 BK1590
 BK1590.The dynamic height is computed by dividing the NAVD 88
 BK1590.geopotential number by the normal gravity value computed on the
 BK1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1590.degrees latitude (g = 980.6199 gals.).
 BK1590
 BK1590.The modeled gravity was interpolated from observed gravity values.
 BK1590
 BK1590;                    North         East     Units Scale Factor Converg.
 BK1590;SPC LA S     -   201,296.065   819,840.545   MT  0.99993957   -0 56 11.7
 BK1590;SPC LA S     -   660,418.84  2,689,760.19   sFT  0.99993957   -0 56 11.7
 BK1590;UTM  15      - 3,352,349.452   480,149.688   MT  0.99960486   -0 06 15.0
 BK1590
 BK1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1590!SPC LA S     -   1.00000324  x   0.99993957  =   0.99994281
 BK1590!UTM  15      -   1.00000324  x   0.99960486  =   0.99960810
 BK1590
 BK1590                          SUPERSEDED SURVEY CONTROL
 BK1590
 BK1590  NAD 83(1986)-  30 18 09.85973(N)    093 12 23.18875(W) AD(       ) 3
 BK1590  NGVD 29 (??/??/??)    6.591  (m)           21.62   (f) ADJUSTED    2 0
 BK1590
 BK1590.Superseded values are not recommended for survey control.
 BK1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1590.See file dsdata.txt to determine how the superseded data were derived.
 BK1590
 BK1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8015052349(NAD 83)
 BK1590_MARKER: DR = REFERENCE MARK DISK
 BK1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1590_SP_SET: CONCRETE POST
 BK1590_STAMPING: MATERNE NO 1 1963
 BK1590_MARK LOGO: CGS   
 BK1590_PROJECTION: FLUSH
 BK1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1590+STABILITY: SURFACE MOTION
 BK1590
 BK1590  HISTORY     - Date     Condition        Report By
 BK1590  HISTORY     - 1963     MONUMENTED       CGS
 BK1590  HISTORY     - 1968     GOOD             LADTD
 BK1590  HISTORY     - 1982     GOOD             LADTD
 BK1590  HISTORY     - 1984     GOOD             LADTD
 BK1590  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1590
 BK1590                          STATION DESCRIPTION
 BK1590
 BK1590'DESCRIBED BY LA TRANSP AND DEV 1968
 BK1590'8.85 MI NE FROM LAKE CHARLES.
 BK1590'ABOUT 0.7 MILES SOUTH ALONG BILBO STREET FROM THE SOUTHERN PACIFIC
 BK1590'RAILROAD DEPOT AT LAKE CHARLES, THENCE 2.2 MILES EAST ALONG US HIGHWAY
 BK1590'90 BUSINESS ROUTE, THENCE 0.5 MILES NORTH ALONG LA. HIGHWAY 14, THENCE
 BK1590'5.2 MILES NORTH ALONG US HIGHWAY 171.  IT IS 1.1 FOOT WEST OF A FENCE
 BK1590'LINE, 86.35 FEET NORTH OF TRIANGULATION STATION MATERNE 1963, 157.2
 BK1590'FEET NORTH OF MATERNE RM NO. 2, 1.1 FOOT WEST OF A METAL WITNESS POST
 BK1590'AND SIGN, A STANDARD DISK SET IN A 10 INCH SQUARE CONCRETE POST FLUSH
 BK1590'WITH THE GROUND.  SECTION 5, T 8S, R 8W.
 BK1590
 BK1590                          STATION RECOVERY (1982)
 BK1590
 BK1590'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1590'RECOVERED IN GOOD CONDITION.
 BK1590
 BK1590                          STATION RECOVERY (1984)
 BK1590
 BK1590'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1590'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.4 KM
 BK1590'(0.2 MILE) SOUTH ALONG AN ASPHALT ROAD (PARISH ROAD) FROM THE POST
 BK1590'OFFICE AT MOSS BLUFF, THENCE 0.6 KM (0.3 MILE) WEST ALONG LA.
 BK1590'HIGHWAY 378, THENCE 0.2 KM (0.1 MILE) NORTH ALONG AN ASPHALT STREET
 BK1590'(EXECUTIVE DRIVE) TO THE MARK ON THE LEFT IN SECTION 5, T 9 S, R 8 W,
 BK1590'0.5 METER (1.8 FEET) SOUTH OF A 10 INCH PINE TREE, 27.1 METERS (88.9
 BK1590'FEET) NORTH NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BRICK
 BK1590'BUILDING, 36.1 METERS (118.4 FEET) NORTH OF A POWER POLE WITH A
 BK1590'TRANSFORMER, 26.3 METERS (86.4 FEET) NORTH NORTHEAST OF THE STATION.
 BK1590'THE MARK IS 0.5 M ABOVE HIGHWAY 378.
 BK1590
 BK1590                          STATION RECOVERY (2002)
 BK1590
 BK1590'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMG)
 BK1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1592 ***********************************************************************
 BK1592  DESIGNATION -  MATERNE RM 2
 BK1592  PID         -  BK1592
 BK1592  STATE/COUNTY-  LA/CALCASIEU
 BK1592  USGS QUAD   -  MOSS BLUFF (1994)
 BK1592
 BK1592                         *CURRENT SURVEY CONTROL
 BK1592  ___________________________________________________________________
 BK1592* NAD 83(1992)-  30 18 08.28180(N)    093 12 23.21286(W)     ADJUSTED  
 BK1592* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK1592  **This station is located in a subsidence area (see below).
 BK1592  ___________________________________________________________________
 BK1592  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK1592  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK1592  DYNAMIC HT  -           6.1   (meters)      20.    (feet)  COMP
 BK1592  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 BK1592
 BK1592  HORZ ORDER  -  THIRD
 BK1592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1592
 BK1592.The horizontal coordinates were established by classical geodetic methods
 BK1592.and adjusted by the National Geodetic Survey in January 1993..
 BK1592.No horizontal observational check was made to the station.
 BK1592
 BK1592 ** The orthometric height has not been validated since last determined
 BK1592 ** by differential leveling and should not be used for control purposes.
 BK1592 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1592 ** area with valid NAVD 88 orthometric heights.
 BK1592 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1592 ** epoch indicated which incorporates improved geoid heights for the
 BK1592 ** Southern Louisiana Subsidence area.
 BK1592 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1592.The orthometric height was scaled from a topographic map.
 BK1592.The vertical order pertains to the NGVD 29 superseded value.
 BK1592
 BK1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1592
 BK1592.The geoid height was determined by GEOID03.
 BK1592
 BK1592.The dynamic height is computed by dividing the NAVD 88
 BK1592.geopotential number by the normal gravity value computed on the
 BK1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1592.degrees latitude (g = 980.6199 gals.).
 BK1592
 BK1592.The modeled gravity was interpolated from observed gravity values.
 BK1592
 BK1592;                    North         East     Units Scale Factor Converg.
 BK1592;SPC LA S     -   201,248.122   819,839.331   MT  0.99993953   -0 56 11.7
 BK1592;SPC LA S     -   660,261.55  2,689,756.21   sFT  0.99993953   -0 56 11.7
 BK1592;UTM  15      - 3,352,301.513   480,149.171   MT  0.99960486   -0 06 15.0
 BK1592
 BK1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1592!SPC LA S     -   1.00000333  x   0.99993953  =   0.99994286
 BK1592!UTM  15      -   1.00000333  x   0.99960486  =   0.99960819
 BK1592
 BK1592                          SUPERSEDED SURVEY CONTROL
 BK1592
 BK1592  NAD 83(1986)-  30 18 08.30232(N)    093 12 23.20485(W) AD(       ) 3
 BK1592  NGVD 29 (??/??/??)    6.014  (m)           19.73   (f) ADJUSTED    2 0
 BK1592
 BK1592.Superseded values are not recommended for survey control.
 BK1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1592.See file dsdata.txt to determine how the superseded data were derived.
 BK1592
 BK1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8014952302(NAD 83)
 BK1592_MARKER: DR = REFERENCE MARK DISK
 BK1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1592_SP_SET: CONCRETE POST
 BK1592_STAMPING: MATERNE NO 2 1963
 BK1592_MARK LOGO: CGS   
 BK1592_PROJECTION: RECESSED 9 CENTIMETERS
 BK1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1592+STABILITY: SURFACE MOTION
 BK1592
 BK1592  HISTORY     - Date     Condition        Report By
 BK1592  HISTORY     - 1963     MONUMENTED       CGS
 BK1592  HISTORY     - 1968     GOOD             LADTD
 BK1592  HISTORY     - 1982     GOOD             LADTD
 BK1592  HISTORY     - 1984     GOOD             LADTD
 BK1592  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1592
 BK1592                          STATION DESCRIPTION
 BK1592
 BK1592'DESCRIBED BY LA TRANSP AND DEV 1968
 BK1592'8.85 MI NE FROM LAKE CHARLES.
 BK1592'ABOUT 0.7 MILES SOUTH ALONG BILBO STREET FROM THE SOUTHERN PACIFIC
 BK1592'RAILROAD DEPOT AT LAKE CHARLES, THENCE 2.2 MILES EAST ALONG US HIGHWAY
 BK1592'90 BUSINESS ROUTE, THENCE 0.5 MILES NORTH ALONG LA. HIGHWAY 14, THENCE
 BK1592'5.2 MILES NORTH ALONG U.S. HIGHWAY 171.  IT IS 0.9 FEET WEST OF A
 BK1592'NORTH-SOUTH FENCE LINE, 72.66 FEET SOUTH=SOUTHEAST OF TRIANGULATION
 BK1592'STATION MATERNE 1963, 0.9 FEET WEST OF A METAL WITNESS POST AND SIGN,
 BK1592'SET IN A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND. SECTION
 BK1592'5, T 8S, R 8W.
 BK1592
 BK1592                          STATION RECOVERY (1982)
 BK1592
 BK1592'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1592'RECOVERED IN GOOD CONDITION.
 BK1592
 BK1592                          STATION RECOVERY (1984)
 BK1592
 BK1592'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1592'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  0.4 KM
 BK1592'(0.2 MILE) SOUTH ALONG AN ASPHALT ROAD (PARISH ROAD) FROM THE POST
 BK1592'OFFICE AT MOSS BLUFF, THENCE 0.6 KM (0.3 MILE) WEST ALONG LA.
 BK1592'HIGHWAY 378, THENCE 0.2 KM (0.1 MILE) NORTH ALONG AN ASPHALT STREET
 BK1592'(EXECUTIVE DRIVE) TO THE MARK ON THE LEFT IN SECTION 5, T 9 S, R 8 W,
 BK1592'22.2 METERS (72.9 FEET) SOUTH SOUTHEAST OF THE STATION, 11.9 METERS
 BK1592'(39.0 FEET) SOUTH OF A POWER POLE, 14.5 METERS (47.5 FEET) SOUTH
 BK1592'SOUTHWEST OF A SMALL BRICK BUILDING, 19.8 METERS (64.8 FEET)
 BK1592'NORTHWEST OF THE NORTHWEST CORNER OF A TENNIS COURT SLAB, ON THE EDGE
 BK1592'OF A SMALL POND.
 BK1592'THE MARK IS ABOVE LEVEL WITH HIGHWAY 378.
 BK1592
 BK1592                          STATION RECOVERY (2002)
 BK1592
 BK1592'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMG)
 BK1592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3093 ***********************************************************************
 CQ3093  DESIGNATION -  MATHEWS
 CQ3093  PID         -  CQ3093
 CQ3093  STATE/COUNTY-  LA/NATCHITOCHES
 CQ3093  USGS QUAD   -  CHESTNUT (1986)
 CQ3093
 CQ3093                         *CURRENT SURVEY CONTROL
 CQ3093  ___________________________________________________________________
 CQ3093* NAD 83(1992)-  32 00 20.11361(N)    093 06 38.14920(W)     ADJUSTED  
 CQ3093* NAVD 88     -        71.6    (meters)     235.     (feet)  VERTCON   
 CQ3093  ___________________________________________________________________
 CQ3093  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CQ3093  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3093
 CQ3093  HORZ ORDER  -  FIRST
 CQ3093
 CQ3093.The horizontal coordinates were established by classical geodetic methods
 CQ3093.and adjusted by the National Geodetic Survey in January 1993..
 CQ3093
 CQ3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3093
 CQ3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3093
 CQ3093.The geoid height was determined by GEOID03.
 CQ3093
 CQ3093;                    North         East     Units Scale Factor Converg.
 CQ3093;SPC LA N     -   167,094.429   942,311.427   MT  0.99991591   -0 19 22.2
 CQ3093;SPC LA N     -   548,208.97  3,091,566.74   sFT  0.99991591   -0 19 22.2
 CQ3093;UTM  15      - 3,541,060.326   489,554.153   MT  0.99960135   -0 03 31.0
 CQ3093
 CQ3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3093!SPC LA N     -   0.99999283  x   0.99991591  =   0.99990874
 CQ3093!UTM  15      -   0.99999283  x   0.99960135  =   0.99959418
 CQ3093
 CQ3093|---------------------------------------------------------------------|
 CQ3093| PID    Reference Object                     Distance      Geod. Az  |
 CQ3093|                                                           dddmmss.s |
 CQ3093| CX6730 MATHEWS RM 2                         30.184 METERS 00255     |
 CQ3093| CQ3092 MATHEWS RM A                         24.527 METERS 07441     |
 CQ3093| CX6729 MATHEWS RM 1                         27.895 METERS 12557     |
 CQ3093| CX6728 MATHEWS AZ MK                                      2595951.3 |
 CQ3093|---------------------------------------------------------------------|
 CQ3093
 CQ3093                          SUPERSEDED SURVEY CONTROL
 CQ3093
 CQ3093  NAD 83(1986)-  32 00 20.12797(N)    093 06 38.14116(W) AD(       ) 1
 CQ3093  NAD 27      -  32 00 19.55052(N)    093 06 37.55651(W) AD(       ) 1
 CQ3093  NGVD 29 (07/19/86)   71.6    (m)          235.     (f) VERT ANG       
 CQ3093
 CQ3093.Superseded values are not recommended for survey control.
 CQ3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3093.See file dsdata.txt to determine how the superseded data were derived.
 CQ3093
 CQ3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8955441060(NAD 83)
 CQ3093_MARKER: DS = TRIANGULATION STATION DISK
 CQ3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3093
 CQ3093  HISTORY     - Date     Condition        Report By
 CQ3093  HISTORY     - 1965     MONUMENTED       CGS
 CQ3093
 CQ3093                          STATION DESCRIPTION
 CQ3093
 CQ3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3093'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF CRESTON, 9-1/2
 CQ3093'MILES SOUTH OF ASHLAND, ON THE NORTH SIDE OF A GRADED ROAD,
 CQ3093'IN THE SOUTH 1/2 OF SECTION 20.  T 12 N.  R 7 W AND ON LAND WHICH
 CQ3093'IS OWNED BY THE WOODARD-WALKER LUMBER COMPANY INC..
 CQ3093'
 CQ3093'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 153 AND
 CQ3093'155 WHICH IS IN THE SOUTH EDGE OF ASHLAND.  GO SOUTH ON STATE
 CQ3093'HIGHWAY 153 FOR 9.8 MILES TO A GRADED ROAD RIGHT, AT SIGN
 CQ3093'JIMMYS FISH CAMP ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 CQ3093'THE GRADED ROAD FOR 1.35 MILES TO A SIDE ROAD RIGHT.  TURN
 CQ3093'RIGHT AND CONTINUE ON A GRADED ROAD FOR 1.1 MILE TO A CHURCH ON
 CQ3093'THE RIGHT.  CONTINUE STRAIGHT AHEAD, ON THE GRADED ROAD FOR
 CQ3093'0.15 MILE TO THE STATION MARK ON THE RIGHT.  CONTINUE STRAIGHT
 CQ3093'AHEAD, ON THE GRADED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 CQ3093'THE RIGHT.
 CQ3093'
 CQ3093'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED MATHEWS 1965,
 CQ3093'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 2
 CQ3093'INCHES.  MARK IS 41 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 CQ3093'GRADED ROAD, 12.0 FEET SOUTH OF A 14-INCH TRIANGULAR BLAZED PINE
 CQ3093'TREE AND 4.9 FEET SOUTHWEST OF A METAL WITNESS POST.
 CQ3093'
 CQ3093'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 CQ3093'MATHEWS NO 1 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3093'THAT PROJECTS ABOUT 3 INCHES.  MARK IS 25-1/2 FEET SOUTH-SOUTHEAST
 CQ3093'OF THE CENTER OF THE GRADED ROAD.
 CQ3093'
 CQ3093'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 CQ3093'MATHEWS NO 2 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3093'THAT PROJECTS ABOUT 4 INCHES.  MARK IS 135 FEET NORTH-NORTHWEST
 CQ3093'OF THE CENTER OF THE GRADED ROAD, 87 FEET NORTHWEST OF THE
 CQ3093'14-INCH TRIANGULAR BLAZED PINE TREE AND 23 FEET NORTHEAST OF
 CQ3093'THE CENTER OF A TRACK ROAD.
 CQ3093'
 CQ3093'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED MATHEWS
 CQ3093'1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ3093'ABOUT 4 INCHES.  MARK IS 20 FEET NORTHWEST OF THE CENTER OF
 CQ3093'THE GRADED ROAD, 13.4 FEET SOUTH OF A 15-INCH PINE TREE, 3.0
 CQ3093'FEET NORTH OF A POWERLINE POLE AND 2.7 FEET SOUTH-SOUTHEAST
 CQ3093'OF A METAL WITNESS POST.
 CQ3093'
 CQ3093'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3092 ***********************************************************************
 CQ3092  DESIGNATION -  MATHEWS RM A
 CQ3092  PID         -  CQ3092
 CQ3092  STATE/COUNTY-  LA/NATCHITOCHES
 CQ3092  USGS QUAD   -  CHESTNUT (1986)
 CQ3092
 CQ3092                         *CURRENT SURVEY CONTROL
 CQ3092  ___________________________________________________________________
 CQ3092* NAD 83(1992)-  32 00 20.32406(N)    093 06 37.24794(W)     ADJUSTED  
 CQ3092* NAVD 88     -        71.3    (meters)     234.     (feet)  VERTCON   
 CQ3092  ___________________________________________________________________
 CQ3092  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CQ3092  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3092
 CQ3092  HORZ ORDER  -  FIRST
 CQ3092
 CQ3092.The horizontal coordinates were established by classical geodetic methods
 CQ3092.and adjusted by the National Geodetic Survey in January 1993..
 CQ3092
 CQ3092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3092
 CQ3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3092
 CQ3092.The geoid height was determined by GEOID03.
 CQ3092
 CQ3092;                    North         East     Units Scale Factor Converg.
 CQ3092;SPC LA N     -   167,100.777   942,335.116   MT  0.99991591   -0 19 21.7
 CQ3092;SPC LA N     -   548,229.80  3,091,644.46   sFT  0.99991591   -0 19 21.7
 CQ3092;UTM  15      - 3,541,066.782   489,577.805   MT  0.99960134   -0 03 30.5
 CQ3092
 CQ3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3092!SPC LA N     -   0.99999288  x   0.99991591  =   0.99990879
 CQ3092!UTM  15      -   0.99999288  x   0.99960134  =   0.99959422
 CQ3092
 CQ3092:                Primary Azimuth Mark                     Grid Az
 CQ3092:SPC LA N     -  CAMPTI                                   174 00 23.6
 CQ3092:UTM  15      -  CAMPTI                                   173 44 32.4
 CQ3092
 CQ3092|---------------------------------------------------------------------|
 CQ3092| PID    Reference Object                     Distance      Geod. Az  |
 CQ3092|                                                           dddmmss.s |
 CQ3092| BX1854 CAMPTI                              APPROX. 9.8 KM 1734101.9 |
 CQ3092| CQ3093 MATHEWS                              24.527 METERS 25441     |
 CQ3092|---------------------------------------------------------------------|
 CQ3092
 CQ3092                          SUPERSEDED SURVEY CONTROL
 CQ3092
 CQ3092  NAD 83(1986)-  32 00 20.33846(N)    093 06 37.23974(W) AD(       ) 1
 CQ3092  NAD 27      -  32 00 19.76098(N)    093 06 36.65527(W) AD(       ) 1
 CQ3092  NGVD 29 (07/19/86)   71.3    (m)          234.     (f) VERT ANG       
 CQ3092
 CQ3092.Superseded values are not recommended for survey control.
 CQ3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3092.See file dsdata.txt to determine how the superseded data were derived.
 CQ3092
 CQ3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8957841067(NAD 83)
 CQ3092_MARKER: DS = TRIANGULATION STATION DISK
 CQ3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3092+STABILITY: SURFACE MOTION
 CQ3092
 CQ3092  HISTORY     - Date     Condition        Report By
 CQ3092  HISTORY     - 1965     MONUMENTED       CGS
 CQ3092
 CQ3092                          STATION DESCRIPTION
 CQ3092
 CQ3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3092'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF CRESTON, ABOUT
 CQ3092'9-1/2 MILES SOUTH OF ASHLAND AND ON THE NORTH SIDE OF GRADED
 CQ3092'ROAD, IN THE SOUTH 1/2 OF SECTION 20.  T 12 N.  R 7 W AND ON
 CQ3092'LAND WHICH IS OWNED BY THE WOODARD WALKER LUMBER COMPANY.  THIS
 CQ3092'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 CQ3092'PROPERTY AS TRIANGULATION STATION MATHEWS 1965.
 CQ3092'
 CQ3092'STATION MARK, IS 48 FEET NORTH OF THE APPROXIMATE CENTER OF
 CQ3092'GRADED ROAD, 32 FEET NORTHEAST OF AN 18 INCH PINE TREE, 12 FEET
 CQ3092'NORTHWEST OF A 10 INCH HICKORY TREE AND 1.2 FEET SOUTHEAST OF A
 CQ3092'METAL WITNESS POST WITH SIGN.
 CQ3092'
 CQ3092'STATION IS MARKED BY A STANDARD TRINGULATION STATION DISK SET IN
 CQ3092'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 2
 CQ3092'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 CQ3092'MATHEWS RM A 1965.
 CQ3092'
 CQ3092'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MATHEWS
 CQ3092'1965, DISTANCE BEING 24.527 METERS OR 80.47 FEET.
 CQ3092'
 CQ3092'OBSERVATIONS WERE TAKEN FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3141 ***********************************************************************
 AU3141  DESIGNATION -  MATHEWS SOUTH COAST CORP TANK
 AU3141  PID         -  AU3141
 AU3141  STATE/COUNTY-  LA/LAFOURCHE
 AU3141  USGS QUAD   -  LOCKPORT (1980)
 AU3141
 AU3141                         *CURRENT SURVEY CONTROL
 AU3141  ___________________________________________________________________
 AU3141* NAD 83(1992)-  29 41 43.33249(N)    090 32 37.09006(W)     ADJUSTED  
 AU3141* NAVD 88     -                                                        
 AU3141  **This station is located in a subsidence area (see below).
 AU3141  ___________________________________________________________________
 AU3141  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3141  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU3141
 AU3141  HORZ ORDER  -  THIRD
 AU3141
 AU3141.The horizontal coordinates were established by classical geodetic methods
 AU3141.and adjusted by the National Geodetic Survey in January 1993..
 AU3141
 AU3141 ** The orthometric height has not been validated since last determined
 AU3141 ** by differential leveling and should not be used for control purposes.
 AU3141 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3141 ** area with valid NAVD 88 orthometric heights.
 AU3141 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3141 ** epoch indicated which incorporates improved geoid heights for the
 AU3141 ** Southern Louisiana Subsidence area.
 AU3141 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3141
 AU3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3141
 AU3141.The geoid height was determined by GEOID03.
 AU3141
 AU3141;                    North         East     Units Scale Factor Converg.
 AU3141;SPC LA S     -   132,763.910 1,076,421.383   MT  0.99993987   +0 23 41.5
 AU3141;SPC LA S     -   435,576.26  3,531,559.15   sFT  0.99993987   +0 23 41.5
 AU3141;UTM  15      - 3,287,555.469   737,668.176   MT  1.00029701   +1 13 02.7
 AU3141
 AU3141                          SUPERSEDED SURVEY CONTROL
 AU3141
 AU3141  NAD 83(1986)-  29 41 43.35065(N)    090 32 37.09317(W) AD(       ) 4
 AU3141  NAD 27      -  29 41 42.58854(N)    090 32 36.77742(W) AD(       ) 3
 AU3141
 AU3141.Superseded values are not recommended for survey control.
 AU3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3141.See file dsdata.txt to determine how the superseded data were derived.
 AU3141
 AU3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3766887555(NAD 83)
 AU3141_MARKER: 53 = ELEVATED TANK
 AU3141
 AU3141  HISTORY     - Date     Condition        Report By
 AU3141  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3141  HISTORY     - 1972     GOOD             NGS
 AU3141
 AU3141                          STATION DESCRIPTION
 AU3141
 AU3141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3141'THE MATHEWS, SOUTH COAST CORPORATION WATER TANK IS LOCATED ABOUT
 AU3141'5 MILES SOUTHEAST OF RACELAND, 3-1/2 MILES NORTHWEST OF LOCKPORT
 AU3141'AND 1/4 MILE EAST OF MATHEWS AT THE GEORGIA REFINERY OF THE SOUTH
 AU3141'COAST CORPORATION.
 AU3141'
 AU3141'IT IS A FOUR-LEGGED CHANNEL IRON STRUCTURE SUPPORTING THE TANK
 AU3141'PROPER, PAINTED SILVER WITH BLACK LETTERING GEORGIA REFINERY,
 AU3141'HOME OF WHITE GOLD SUGAR, THE SOUTH COAST CORPORATION AND HAS
 AU3141'AN OVERALL HEIGHT OF 125 FEET.
 AU3141'
 AU3141'POINT INTERSECTED WAS THE APPROXIMATE CENTER OF THE DOWN SPOUT
 AU3141'ON THE TANK.
 AU3141'
 AU3141'PREVIOUS LISTED AS--REFINERY 3-1/2 MI N OF LOCKPORT FLAT TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3144 ***********************************************************************
 AU3144  DESIGNATION -  MATHEWS WATER TANK
 AU3144  PID         -  AU3144
 AU3144  STATE/COUNTY-  LA/LAFOURCHE
 AU3144  USGS QUAD   -  LOCKPORT (1980)
 AU3144
 AU3144                         *CURRENT SURVEY CONTROL
 AU3144  ___________________________________________________________________
 AU3144* NAD 83(1992)-  29 41 45.25548(N)    090 33 19.62720(W)     ADJUSTED  
 AU3144* NAVD 88     -                                                        
 AU3144  **This station is located in a subsidence area (see below).
 AU3144  ___________________________________________________________________
 AU3144  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3144  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU3144
 AU3144  HORZ ORDER  -  THIRD
 AU3144
 AU3144.The horizontal coordinates were established by classical geodetic methods
 AU3144.and adjusted by the National Geodetic Survey in January 1993..
 AU3144
 AU3144 ** The orthometric height has not been validated since last determined
 AU3144 ** by differential leveling and should not be used for control purposes.
 AU3144 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3144 ** area with valid NAVD 88 orthometric heights.
 AU3144 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3144 ** epoch indicated which incorporates improved geoid heights for the
 AU3144 ** Southern Louisiana Subsidence area.
 AU3144 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3144
 AU3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3144
 AU3144.The geoid height was determined by GEOID03.
 AU3144
 AU3144;                    North         East     Units Scale Factor Converg.
 AU3144;SPC LA S     -   132,815.294 1,075,277.541   MT  0.99993982   +0 23 20.2
 AU3144;SPC LA S     -   435,744.84  3,527,806.40   sFT  0.99993982   +0 23 20.2
 AU3144;UTM  15      - 3,287,590.438   736,523.310   MT  1.00029031   +1 12 41.7
 AU3144
 AU3144                          SUPERSEDED SURVEY CONTROL
 AU3144
 AU3144  NAD 83(1986)-  29 41 45.27347(N)    090 33 19.62989(W) AD(       ) 4
 AU3144  NAD 27      -  29 41 44.51073(N)    090 33 19.32202(W) AD(       ) 3
 AU3144
 AU3144.Superseded values are not recommended for survey control.
 AU3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3144.See file dsdata.txt to determine how the superseded data were derived.
 AU3144
 AU3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3652387590(NAD 83)
 AU3144_MARKER: 53 = ELEVATED TANK
 AU3144
 AU3144  HISTORY     - Date     Condition        Report By
 AU3144  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3144
 AU3144                          STATION DESCRIPTION
 AU3144
 AU3144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3144'THE MATHEWS, WATER TANK IS LOCATED AT THE WEST EDGE OF MATHEWS ON
 AU3144'THE WEST SIDE OF STATE HIGHWAY 1 AND IS OWNED BY THE LAFOURCHE
 AU3144'PARISH WATER DISTRICT NO. 1.
 AU3144'
 AU3144'IT IS A SIX TUBULAR LEGGED SELF SUPPORTED STEEL STRUCTURE SUPPORTING
 AU3144'THE TANK PROPER, PAINTED SILVER WITH BLACK LETTERING LAFOURCHE
 AU3144'PARISH WATER DIST. NO. 1 MATHEWS AND HAS AN OVERALL HEIGHT OF 145
 AU3144'FEET.
 AU3144'
 AU3144'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2867 ***********************************************************************
 BK2867  DESIGNATION -  MATT
 BK2867  PID         -  BK2867
 BK2867  STATE/COUNTY-  LA/EVANGELINE
 BK2867  USGS QUAD   -  BASILE (1985)
 BK2867
 BK2867                         *CURRENT SURVEY CONTROL
 BK2867  ___________________________________________________________________
 BK2867* NAD 83(1992)-  30 29 09.71255(N)    092 34 52.92575(W)     ADJUSTED  
 BK2867* NAVD 88     -        14.6    (meters)      48.     (feet)  VERTCON   
 BK2867  ___________________________________________________________________
 BK2867  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BK2867  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2867
 BK2867  HORZ ORDER  -  SECOND
 BK2867
 BK2867.The horizontal coordinates were established by classical geodetic methods
 BK2867.and adjusted by the National Geodetic Survey in January 1993..
 BK2867
 BK2867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2867
 BK2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2867
 BK2867.The geoid height was determined by GEOID03.
 BK2867
 BK2867;                    North         East     Units Scale Factor Converg.
 BK2867;SPC LA S     -   220,795.315   880,179.854   MT  0.99996148   -0 37 26.5
 BK2867;SPC LA S     -   724,392.63  2,887,723.40   sFT  0.99996148   -0 37 26.5
 BK2867;UTM  15      - 3,372,718.017   540,178.036   MT  0.99961991   +0 12 44.6
 BK2867
 BK2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2867!SPC LA S     -   1.00000200  x   0.99996148  =   0.99996348
 BK2867!UTM  15      -   1.00000200  x   0.99961991  =   0.99962191
 BK2867
 BK2867|---------------------------------------------------------------------|
 BK2867| PID    Reference Object                     Distance      Geod. Az  |
 BK2867|                                                           dddmmss.s |
 BK2867| BK0766 TT 20 H USGS                         18.005 METERS 13610     |
 BK2867| CW2074 MATT RM 1                            15.081 METERS 23906     |
 BK2867| BK2868 BASILE MUNICIPAL TANK               APPROX. 1.2 KM 2625205.5 |
 BK2867| CW2073 MATT AZ MK                                         2650607.8 |
 BK2867|---------------------------------------------------------------------|
 BK2867
 BK2867                          SUPERSEDED SURVEY CONTROL
 BK2867
 BK2867  NAD 83(1986)-  30 29 09.73274(N)    092 34 52.91937(W) AD(       ) 2
 BK2867  NAD 27      -  30 29 09.00881(N)    092 34 52.42290(W) AD(       ) 2
 BK2867  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 BK2867
 BK2867.Superseded values are not recommended for survey control.
 BK2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2867.See file dsdata.txt to determine how the superseded data were derived.
 BK2867
 BK2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4017872718(NAD 83)
 BK2867_MARKER: DD = SURVEY DISK
 BK2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2867
 BK2867  HISTORY     - Date     Condition        Report By
 BK2867  HISTORY     - 1974     MONUMENTED       LADH
 BK2867
 BK2867                          STATION DESCRIPTION
 BK2867
 BK2867'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2867'THE STATION IS LOCATED 5 MILES EAST OF ELTON, 9 MILES WEST OF EUNICE
 BK2867'AND 10 MILES NORTHWEST OF IOTA, IN THE SOUTHEAST QUARTER OF SECTION
 BK2867'32, T6S, R2W, AND ON THE PROPERTY OWNED BY THE MISSOURI PACIFIC
 BK2867'RAILROAD.
 BK2867'
 BK2867'TO REACH THE STATION FROM THE SOUTHEASTERN PART OF BASILE, AT THE
 BK2867'INTERSECTION OF U. S. HIGHWAY 190 AND STATE HIGHWAY 371, GO EAST
 BK2867'FOLLOWING U. S. HIGHWAY 190 FOR 0.6 MILE TO THE INTERSECTION WITH
 BK2867'STATE HIGHWAY 97.  HERE TURN LEFT AND GO NORTH FOLLOWING A
 BK2867'BLACK-TOP ROAD FOR 0.5 MILE TO A RAILROAD AND THE STATION SET ON
 BK2867'THE LEFT AND WEST OF THE HIGHWAY AND NORTH OF THE RAILROAD.
 BK2867'
 BK2867'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE BLACK-TOP
 BK2867'ROAD FOR 0.5 MILE TO U. S. HIGHWAY 190, TURN RIGHT AND GO WEST ON
 BK2867'U. S. HIGHWAY 190 FOR 0.6 MILE TO THE INTERSECTION OF U. S. HIGHWAY
 BK2867'190 AND STATE HIGHWAY 371 IN BASILE, TURN RIGHT AND GO NORTH ALONG
 BK2867'STATE HIGHWAY 371 FOR 0.3 MILE TO A RAILROAD CROSSING AND THE
 BK2867'AZIMUTH MARK ON THE RIGHT AND EAST OF THE HIGHWAY.
 BK2867'
 BK2867'THE STATION MARK IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U. S.
 BK2867'COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH CYLINDRICAL
 BK2867'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE SUB-SURFACE MARK DISK
 BK2867'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES
 BK2867'BELOW THE GROUND SURFACE.  THEY ARE STAMPED MATT 1974.  IT IS 39
 BK2867'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAIN
 BK2867'ELEVATOR, 17.5 FEET WEST OF THE CENTER OF A BLACK-TOP ROAD, 9
 BK2867'FEET NORTH OF THE NORTH RAIL ON THE MAIN LINE ON THE MISSOURI PACIFIC
 BK2867'RAILROAD, 8 FEET EAST OF THE NORTH END OF A METAL CULVERT, 3 FEET
 BK2867'SOUTH-SOUTHWEST OF A RAILROAD CROSSING SIGNAL LIGHT AND 2 FEET
 BK2867'SOUTH OF A METAL WITNESS POST AND SIGN.
 BK2867'
 BK2867'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2867'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2867'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2867'STAMPED MATT RM 1 1974.  IT IS 69 FEET SOUTH-SOUTHWEST OF THE
 BK2867'SOUTHEAST CORNER OF A GRAIN ELEVATOR, 61 FEET WEST OF THE
 BK2867'CENTER OF A BLACK-TOP ROAD, 57 FEET NORTHWEST OF A POWER POLE, 52
 BK2867'FEET SOUTHWEST OF A RAILROAD CROSSING SIGNAL LIGHT AND 8 FEET
 BK2867'SOUTH OF THE SOUTH RAIL ON THE RAILROAD.
 BK2867'
 BK2867'BM 1120H IS A STANDARD U. S. GEOLOGICAL SURVEY BENCH MARK SET IN
 BK2867'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 BK2867'IT IS STAMPED 1120H 1934.  IT IS 32 FEET SOUTH OF THE SOUTH RAIL ON
 BK2867'THE RAILROAD, 26 FEET NORTH OF A TELEGRAPH POLE, 23 FEET EAST OF
 BK2867'THE CENTER OF A BLACK-TOP ROAD, 21 FEET SOUTHEAST OF A RAILROAD
 BK2867'CROSSING SIGNAL LIGHT, AND 1 FOOT WEST OF A METAL WITNESS POST AND
 BK2867'SIGN.
 BK2867'
 BK2867'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2867'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2867'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2867'STAMPED MATT AZ. MK. 1974.  IT IS 24.5 FEET EAST OF THE CENTER OF
 BK2867'STATE HIGHWAY 371, 19.5 FEET NORTH OF THE EAST END OF A
 BK2867'CONCRETE CULVERT, 11 FEET EAST OF A RAILROAD CROSSING SIGNAL
 BK2867'LIGHT, 7 FEET SOUTH OF THE SOUTH RAIL ON THE RAILROAD AND 2 FEET
 BK2867'EAST OF A METAL WITNESS POST AND SIGN.
 BK2867'
 BK2867'NEAREST TOWN--BASILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3507 ***********************************************************************
 AU3507  DESIGNATION -  MATT SAT
 AU3507  PID         -  AU3507
 AU3507  STATE/COUNTY-  LA/ST MARY
 AU3507  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU3507
 AU3507                         *CURRENT SURVEY CONTROL
 AU3507  ___________________________________________________________________
 AU3507* NAD 83(1992)-  29 34 09.49473(N)    091 31 42.44385(W)     ADJUSTED  
 AU3507* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AU3507  **This station is located in a subsidence area (see below).
 AU3507  ___________________________________________________________________
 AU3507  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3507  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AU3507
 AU3507  HORZ ORDER  -  THIRD
 AU3507
 AU3507.The horizontal coordinates were established by classical geodetic methods
 AU3507.and adjusted by the National Geodetic Survey in January 1993..
 AU3507
 AU3507 ** The orthometric height has not been validated since last determined
 AU3507 ** by differential leveling and should not be used for control purposes.
 AU3507 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3507 ** area with valid NAVD 88 orthometric heights.
 AU3507 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3507 ** epoch indicated which incorporates improved geoid heights for the
 AU3507 ** Southern Louisiana Subsidence area.
 AU3507 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3507
 AU3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3507
 AU3507.The geoid height was determined by GEOID03.
 AU3507
 AU3507;                    North         East     Units Scale Factor Converg.
 AU3507;SPC LA S     -   118,543.471   981,093.396   MT  0.99995392   -0 05 51.2
 AU3507;SPC LA S     -   388,921.37  3,218,803.92   sFT  0.99995392   -0 05 51.2
 AU3507;UTM  15      - 3,271,965.747   642,543.898   MT  0.99985071   +0 43 34.7
 AU3507
 AU3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3507!SPC LA S     -   1.00000382  x   0.99995392  =   0.99995774
 AU3507!UTM  15      -   1.00000382  x   0.99985071  =   0.99985453
 AU3507
 AU3507                          SUPERSEDED SURVEY CONTROL
 AU3507
 AU3507  NGVD 29 (01/31/93)    1.1    (m)            4.     (f) GPS OBS        
 AU3507
 AU3507.Superseded values are not recommended for survey control.
 AU3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3507.See file dsdata.txt to determine how the superseded data were derived.
 AU3507
 AU3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4254471966(NAD 83)
 AU3507_MARKER: DD = SURVEY DISK
 AU3507_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AU3507_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 AU3507_STAMPING: MATT SAT
 AU3507_MARK LOGO: NOS   
 AU3507_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3507+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AU3507
 AU3507  HISTORY     - Date     Condition        Report By
 AU3507  HISTORY     - 1989     MONUMENTED       NOS
 AU3507
 AU3507                          STATION DESCRIPTION
 AU3507
 AU3507'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AU3507'STATION IS LOCATED ON LAND OWNED BY UNITED GAS PIPELINE CO. THAT IS
 AU3507'SOUTH OF CENTERVILLE, AND JUST N OF POINT CHEVREVIL.
 AU3507'TO REACH FROM THE INTERSECTION OF U.S. HWY 90 AND STATE HWY 317, GO S
 AU3507'ON STATE HWY 317 FOR 16.2 MI TO ROAD AND BRIDGE TO LEFT.  TURN LEFT,
 AU3507'AND GO E 0.05 MI TO FORK.  TURN RIGHT, AND GO S 0.4 MI TO GATE ON
 AU3507'LEFT.  TURN LEFT (AFTER OBTAINING PERMISSION) AND GO E 0.15 MI TO
 AU3507'VICINITY OF STATION.
 AU3507'STATION IS A STANDARD NOS DISK ATTACHED TO AN ALUMINUM ROD THAT IS
 AU3507'SURROUNDED BY A MASS OF CONCRETE AND IS FLUSH WITH THE GROUND.  IT IS
 AU3507'LOCATED 57.64 M (189.1 FT) ENE OF A LIGHT POLE AND 13.4 M (44.0 FT)
 AU3507'NNE OF A POWER BOX ON A CONCRETE FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4363 ***********************************************************************
 BJ4363  DESIGNATION -  MAUREPAS
 BJ4363  PID         -  BJ4363
 BJ4363  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4363  USGS QUAD   -  MOUNT AIRY NE (1994)
 BJ4363
 BJ4363                         *CURRENT SURVEY CONTROL
 BJ4363  ___________________________________________________________________
 BJ4363* NAD 83(1992)-  30 10 26.97471(N)    090 34 21.02081(W)     ADJUSTED  
 BJ4363* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  VERTCON   
 BJ4363  **This station is located in a subsidence area (see below).
 BJ4363  ___________________________________________________________________
 BJ4363  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4363  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BJ4363
 BJ4363  HORZ ORDER  -  SECOND
 BJ4363
 BJ4363.The horizontal coordinates were established by classical geodetic methods
 BJ4363.and adjusted by the National Geodetic Survey in January 1993..
 BJ4363
 BJ4363 ** The orthometric height has not been validated since last determined
 BJ4363 ** by differential leveling and should not be used for control purposes.
 BJ4363 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4363 ** area with valid NAVD 88 orthometric heights.
 BJ4363 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4363 ** epoch indicated which incorporates improved geoid heights for the
 BJ4363 ** Southern Louisiana Subsidence area.
 BJ4363 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4363.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4363
 BJ4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4363
 BJ4363.The geoid height was determined by GEOID03.
 BJ4363
 BJ4363;                    North         East     Units Scale Factor Converg.
 BJ4363;SPC LA S     -   185,814.547 1,073,275.254   MT  0.99993030   +0 22 49.5
 BJ4363;SPC LA S     -   609,626.56  3,521,237.23   sFT  0.99993030   +0 22 49.5
 BJ4363;UTM  15      - 3,340,573.749   733,751.157   MT  1.00027415   +1 13 14.5
 BJ4363
 BJ4363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4363!SPC LA S     -   1.00000434  x   0.99993030  =   0.99993464
 BJ4363!UTM  15      -   1.00000434  x   1.00027415  =   1.00027849
 BJ4363
 BJ4363:                Primary Azimuth Mark                     Grid Az
 BJ4363:SPC LA S     -  SHARP                                    004 37 40.4
 BJ4363:UTM  15      -  SHARP                                    003 47 15.4
 BJ4363
 BJ4363|---------------------------------------------------------------------|
 BJ4363| PID    Reference Object                     Distance      Geod. Az  |
 BJ4363|                                                           dddmmss.s |
 BJ4363| BJ4351 SHARP                               APPROX.13.6 KM 0050029.9 |
 BJ4363| BJ4352 LAKE MAUREPAS AMITE RIVER LH        APPROX.13.7 KM 0054921.6 |
 BJ4363| BJ4368 38                                    7.545 METERS 07821     |
 BJ4363| CW2075 MAUREPAS RM 1                        31.056 METERS 12356     |
 BJ4363| BJ4374 RESERVE GODCHAUX REF LARGE STK      APPROX.12.6 KM 1771802.5 |
 BJ4363| BJ4373 RESERVE GODCHAUX REF SMALL STK      APPROX.12.6 KM 1773955.7 |
 BJ4363| BJ4387 RESERVE GODCHAUX REF STK            APPROX.12.7 KM 1780511.6 |
 BJ4363| BJ4371 EDGARD REFINERY TANK                APPROX.15.1 KM 1792702.9 |
 BJ4363| BJ4370 EDGARD REFINERY STACK               APPROX.15.1 KM 1793433.3 |
 BJ4363| BJ4398 HOUSTON NEW ORLEANS AWY BCN 28      APPROX.16.7 KM 2294624.5 |
 BJ4363| CW2076 MAUREPAS RM 2                        31.920 METERS 23751     |
 BJ4363|---------------------------------------------------------------------|
 BJ4363
 BJ4363                          SUPERSEDED SURVEY CONTROL
 BJ4363
 BJ4363  NAD 83(1986)-  30 10 26.99205(N)    090 34 21.02114(W) AD(       ) 2
 BJ4363  NAD 27      -  30 10 26.27804(N)    090 34 20.70288(W) AD(       ) 2
 BJ4363  NGVD 29 (07/19/86)   -1.     (m)           -3.     (f) VERT ANG       
 BJ4363
 BJ4363.Superseded values are not recommended for survey control.
 BJ4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4363.See file dsdata.txt to determine how the superseded data were derived.
 BJ4363
 BJ4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3375140574(NAD 83)
 BJ4363_MARKER: DS = TRIANGULATION STATION DISK
 BJ4363_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BJ4363_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BJ4363
 BJ4363  HISTORY     - Date     Condition        Report By
 BJ4363  HISTORY     - 1939     MONUMENTED       CGS
 BJ4363  HISTORY     - 1961     GOOD             USGS
 BJ4363  HISTORY     - 1961     GOOD             USGS
 BJ4363  HISTORY     - 1972     GOOD             NGS
 BJ4363
 BJ4363                          STATION DESCRIPTION
 BJ4363
 BJ4363'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4363'THE STATION IS LOCATED NEAR THE W END OF THE S SHORE OF LAKE
 BJ4363'MAUREPAS.  APPROXIMATELY 13 MILES SW OF MANCHAC.  3 MILES
 BJ4363'SE OF THE MOUTH OF BLIND RIVER.  85 FEET S OF THE LINE OF TREES
 BJ4363'AT THE WATERS EDGE.  23-1/2 FEET SW OF A 2-FOOT CYPRESS TREE
 BJ4363'WITH A 12-INCH TRIANGULAR BLAZE.  AND 26-1/2 FEET S OF A
 BJ4363'2-FOOT CYPRESS TREE WITH A TRIANGULAR BLAZE.  12-INCH TRIANGULAR
 BJ4363'BLAZES ARE CUT ON 4 TREES FACING THE LAKE.  THE STATION IS
 BJ4363'APPROXIMATELY 3 FEET ABOVE THE LAKE LEVEL.  THE MARK,
 BJ4363'PROJECTS 15 INCHES ABOVE THE GROUND AND IS STAMPED MAUREPAS
 BJ4363'1939.
 BJ4363'
 BJ4363'SURFACE MARK IS STANDARD BRONZE DISK IN A TILE
 BJ4363'
 BJ4363'UNDERGROUND-STATION MARK IS A STANDARD BRONZE DISK SET IN
 BJ4363'CONCRETE.
 BJ4363'
 BJ4363'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE,
 BJ4363'IN THE TOP OF A TILE
 BJ4363'
 BJ4363'REFERENCE MARK NO. 1 IS 31.056 METERS, (101.88 FEET), SE OF
 BJ4363'THE STATION.  THE MARK, PROJECTS 15 INCHES ABOVE
 BJ4363'THE GROUND AND IS STAMPED MAUREPAS NO. 1 1939.
 BJ4363'
 BJ4363'REFERENCE MARK NO. 2 IS 31.920 METERS, (104.73 FEET), SW
 BJ4363'OF THE STATION.  THE MARK, PROJECTS 15 INCHES ABOVE
 BJ4363'THE GROUND AND IS STAMPED MAUREPAS NO. 2 1939.
 BJ4363'
 BJ4363'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION BECAUSE OF
 BJ4363'THE SWAMPY CONDITION OF THE LAKE SHORE LINE.  THE AMITE RIVER
 BJ4363'LIGHTHOUSE, 8-1/2 MILES N OF THE STATION, CAN BE USED AS AN
 BJ4363'AZIMUTH MARK ON CLEAR DAYS.  THE LIGHTHOUSE IS A WOODEN
 BJ4363'STRUCTURE, PAINTED WHITE, AND PROJECTS APPROXIMATELY 30 FEET
 BJ4363'ABOVE THE LAKE LEVEL.
 BJ4363'
 BJ4363'TO REACH THE STATION FROM MANCHAC, WHERE U.S. HIGHWAY 51
 BJ4363'CROSSES PASS MANCHAC, GO SW, BY BOAT, ACROSS LAKE MAUREPAS
 BJ4363'FOR APPROXIMATELY 13 MILES TO THE S SHORE, THE 4 TRIANGULAR-BLAZED
 BJ4363'TREES AT THE WATERS EDGE, AND THE STATION IN THE VICINITY OF
 BJ4363'THE BLIND RIVER.  THE LAKE AT THE STATION SITE IS SHALLOW
 BJ4363'WITH A HARD SAND BOTTOM AND APPROXIMATELY 2 FEET DEEP FOR
 BJ4363'ABOUT 100 YARDS OFFSHORE.  SMALL BOATS CAN BE TAKEN TO THE
 BJ4363'SHORE.
 BJ4363'
 BJ4363'THE STATION CAN ALSO BE REACHED FROM CLIO BY GOING DOWN THE
 BJ4363'AMITE RIVER FOR APPROXIMATELY 6 MILES TO THE MOUTH AT LAKE
 BJ4363'MAUREPAS, THENCE S ACROSS THE LAKE FOR APPROXIMATELY 8-1/2
 BJ4363'MILES TO THE S SHORE AND THE STATION.
 BJ4363'
 BJ4363'A 77-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT SHARP.
 BJ4363'
 BJ4363'A 77-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT GALVA.
 BJ4363'
 BJ4363'A 77-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT RUDDOCK.
 BJ4363'
 BJ4363'A 103-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT GRAMMERCY
 BJ4363'EAST BASE 1939.
 BJ4363'
 BJ4363'A 103-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT PERILLOUX
 BJ4363'1939.
 BJ4363'
 BJ4363'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4363
 BJ4363                          STATION RECOVERY (1961)
 BJ4363
 BJ4363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BJ4363'REVISED DESCRIPTION--THE STATION IS LOCATED NEAR THE W END OF THE
 BJ4363'S SHORE OF LAKE MAUREPAS APPROXIMATELY 2 MI FROM THE BLIND RIVER
 BJ4363'NAVIGATION LIGHT N 27 DEG 59 MIN W. ABOUT 25 FT S OF THE
 BJ4363'WATERS EDGE AND 393 FT N 33 DEG 46 MIN W. FROM THE MOST
 BJ4363'NORTHWESTERLY CYPRESS TREE GROWING IN THE WATER.  NORMAL TO THE
 BJ4363'SHORE LINE WITH 2 FT CYPRESS TREE WITH A 12-IN TRIANGULAR
 BJ4363'BLAZE GROWING IN THE WATER, AND 23.5 FT SW OF A 2 FT
 BJ4363'CYPRESS TREE WITH 12-IN BLAZE FACING THE STATION.  THE
 BJ4363'STATION IS APPROXIMATELY 1 FT ABOVE THE LAKE LEVEL.  THE
 BJ4363'MARK PROJECTS 12 INCHES ABOVE GROUND AND IS STAMPED MAUREPAS
 BJ4363'1939.
 BJ4363
 BJ4363                          STATION RECOVERY (1961)
 BJ4363
 BJ4363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BJ4363'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4363
 BJ4363                          STATION RECOVERY (1972)
 BJ4363
 BJ4363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 BJ4363'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN FAIR
 BJ4363'CONDITION.  AT THIS TIME IT WAS FOUND TO BE ABOUT 2 INCHES
 BJ4363'BELOW THE LAKE WATER LEVEL.  IT IS PROJECTING FROM THE LAKE
 BJ4363'BED BOTTOM ABOUT 14 INCHES.  A WITNESS POST WAS SET 6 INCHES
 BJ4363'SOUTHEAST OF THE STATION MARK.
 BJ4363'
 BJ4363'REFERENCE MARK NO 2 WAS RECOVERED IN FAIR CONDITION.  IT IS
 BJ4363'NOW ABOUT FLUSH WITH THE LAKE WATER LEVEL.  A WITNESS POST
 BJ4363'WAS SET 1 FOOT SOUTH OF THIS MARK.
 BJ4363'
 BJ4363'REFERENCE MARK NO 1 WAS FOUND DESTROYED, LAYING FLAT WITH
 BJ4363'THE LAKE BED UNDER ABOUT 3 FEET OF WATER.
 BJ4363'
 BJ4363'A BOAT WAS USED TO VISIT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4355 ***********************************************************************
 BJ4355  DESIGNATION -  MAUREPAS UNITED GAS MAST
 BJ4355  PID         -  BJ4355
 BJ4355  STATE/COUNTY-  LA/LIVINGSTON
 BJ4355  USGS QUAD   -  WHITEHALL (1980)
 BJ4355
 BJ4355                         *CURRENT SURVEY CONTROL
 BJ4355  ___________________________________________________________________
 BJ4355* NAD 83(1992)-  30 17 37.04694(N)    090 38 55.50657(W)     ADJUSTED  
 BJ4355* NAVD 88     -                                                        
 BJ4355  **This station is located in a subsidence area (see below).
 BJ4355  ___________________________________________________________________
 BJ4355  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4355  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ4355
 BJ4355  HORZ ORDER  -  THIRD
 BJ4355
 BJ4355.The horizontal coordinates were established by classical geodetic methods
 BJ4355.and adjusted by the National Geodetic Survey in January 1993..
 BJ4355
 BJ4355 ** The orthometric height has not been validated since last determined
 BJ4355 ** by differential leveling and should not be used for control purposes.
 BJ4355 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4355 ** area with valid NAVD 88 orthometric heights.
 BJ4355 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4355 ** epoch indicated which incorporates improved geoid heights for the
 BJ4355 ** Southern Louisiana Subsidence area.
 BJ4355 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4355
 BJ4355.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4355
 BJ4355.The geoid height was determined by GEOID03.
 BJ4355
 BJ4355;                    North         East     Units Scale Factor Converg.
 BJ4355;SPC LA S     -   199,010.530 1,065,852.980   MT  0.99993875   +0 20 32.3
 BJ4355;SPC LA S     -   652,920.38  3,496,885.99   sFT  0.99993875   +0 20 32.3
 BJ4355;UTM  15      - 3,353,663.363   726,133.281   MT  1.00023091   +1 11 11.6
 BJ4355
 BJ4355                          SUPERSEDED SURVEY CONTROL
 BJ4355
 BJ4355  NAD 83(1986)-  30 17 37.06325(N)    090 38 55.50581(W) AD(       ) 4
 BJ4355  NAD 27      -  30 17 36.35937(N)    090 38 55.17695(W) AD(       ) 3
 BJ4355
 BJ4355.Superseded values are not recommended for survey control.
 BJ4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4355.See file dsdata.txt to determine how the superseded data were derived.
 BJ4355
 BJ4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2613353663(NAD 83)
 BJ4355
 BJ4355  HISTORY     - Date     Condition        Report By
 BJ4355  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4355
 BJ4355                          STATION DESCRIPTION
 BJ4355
 BJ4355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4355'THE LIGHT ATOP THE MAUREPAS, UNITED GAS COMPANY MICROWAVE RELAY
 BJ4355'STATION, OWNED BY THE UNITED GAS COMPANY, LOCATED 2 MILES NORTH OF
 BJ4355'DENSON, 1 MILE EAST OF MAUREPAS AND ON THE SOUTH SIDE OF STATE
 BJ4355'HIGHWAY 22.  IT IS A STEEL STRUCTURE, TRIANGULAR AND CROSS
 BJ4355'SECTIONED, 240 FEET IN HEIGHT, GUYED, RED AND WHITE IN COLOR AND HAS
 BJ4355'TWO ROUND DISHES NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2756 ***********************************************************************
 BK2756  DESIGNATION -  MAURICE
 BK2756  PID         -  BK2756
 BK2756  STATE/COUNTY-  LA/VERMILION
 BK2756  USGS QUAD   -  MILTON (1994)
 BK2756
 BK2756                         *CURRENT SURVEY CONTROL
 BK2756  ___________________________________________________________________
 BK2756* NAD 83(1992)-  30 06 22.81849(N)    092 07 18.97248(W)     ADJUSTED  
 BK2756* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 BK2756  **This station is located in a subsidence area (see below).
 BK2756  ___________________________________________________________________
 BK2756  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2756  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2756
 BK2756  HORZ ORDER  -  FIRST
 BK2756
 BK2756.The horizontal coordinates were established by classical geodetic methods
 BK2756.and adjusted by the National Geodetic Survey in January 1993..
 BK2756
 BK2756 ** The orthometric height has not been validated since last determined
 BK2756 ** by differential leveling and should not be used for control purposes.
 BK2756 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2756 ** area with valid NAVD 88 orthometric heights.
 BK2756 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2756 ** epoch indicated which incorporates improved geoid heights for the
 BK2756 ** Southern Louisiana Subsidence area.
 BK2756 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2756.The orthometric height was scaled from a topographic map.
 BK2756
 BK2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2756
 BK2756.The geoid height was determined by GEOID03.
 BK2756
 BK2756;                    North         East     Units Scale Factor Converg.
 BK2756;SPC LA S     -   178,315.044   923,997.954   MT  0.99992743   -0 23 39.5
 BK2756;SPC LA S     -   585,021.94  3,031,483.29   sFT  0.99992743   -0 23 39.5
 BK2756;UTM  15      - 3,330,893.789   584,598.386   MT  0.99968830   +0 26 25.7
 BK2756
 BK2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2756!SPC LA S     -   1.00000317  x   0.99992743  =   0.99993060
 BK2756!UTM  15      -   1.00000317  x   0.99968830  =   0.99969146
 BK2756
 BK2756:                Primary Azimuth Mark                     Grid Az
 BK2756:SPC LA S     -  YOUNGSVILLE MUNICIPAL TANK               091 55 31.4
 BK2756:UTM  15      -  YOUNGSVILLE MUNICIPAL TANK               091 05 26.2
 BK2756
 BK2756|---------------------------------------------------------------------|
 BK2756| PID    Reference Object                     Distance      Geod. Az  |
 BK2756|                                                           dddmmss.s |
 BK2756| BJ5148 YOUNGSVILLE MUNICIPAL TANK          APPROX.12.4 KM 0913151.9 |
 BK2756| BJ5149 YOUNG RESET                         APPROX.13.0 KM 1025359.4 |
 BK2756| AV0621 ABBEVILLE ST MARY MAGD CATH CH      APPROX.14.7 KM 1855908.7 |
 BK2756| AV0622 ABBEVILLE POWER PLANT TANK          APPROX.14.6 KM 1861200.0 |
 BK2756| CW2077 MAURICE RM 1                                       21055     |
 BK2756| CW2078 MAURICE RM 2                        169.164 METERS 28731     |
 BK2756| BK2757 MAURICE CATHOLIC CHURCH SPIRE       315.878 METERS 29404     |
 BK2756|---------------------------------------------------------------------|
 BK2756
 BK2756                          SUPERSEDED SURVEY CONTROL
 BK2756
 BK2756  NAD 83(1986)-  30 06 22.83817(N)    092 07 18.96684(W) AD(       ) 1
 BK2756  NAD 27      -  30 06 22.10463(N)    092 07 18.52081(W) AD(       ) 1
 BK2756
 BK2756.Superseded values are not recommended for survey control.
 BK2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2756.See file dsdata.txt to determine how the superseded data were derived.
 BK2756
 BK2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8459830894(NAD 83)
 BK2756_MARKER: DS = TRIANGULATION STATION DISK
 BK2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2756
 BK2756  HISTORY     - Date     Condition        Report By
 BK2756  HISTORY     - 1931     MONUMENTED       CGS
 BK2756  HISTORY     - 1936     GOOD             LAGS
 BK2756  HISTORY     - 1936     GOOD             LAGS
 BK2756  HISTORY     - 1948     GOOD             CGS
 BK2756
 BK2756                          STATION DESCRIPTION
 BK2756
 BK2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK2756'IN THE VILLAGE OF MAURICEVILLE, WHICH IS ABOUT 10 MILES SW
 BK2756'OF LAFAYETTE AND 9 MILES N OF ABBEVILLE, IN THE GROUNDS OF
 BK2756'THE MAURICEVILLE CENTRALIZED SCHOOL.  STATION IS IN SE CORNER
 BK2756'OF SCHOOLYARD, 15.5 FEET N OF S FENCE LINE, 20.2 FEET W OF E
 BK2756'FENCE LINE, AND 80 PACES E OF A HOUSE ON THE S SIDE OF THE
 BK2756'GROUNDS.
 BK2756'
 BK2756'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK2756'DISKS SET IN CONCRETE.
 BK2756'
 BK2756'REFERENCE MARK NO. 1 IS IN A LOT CORNER, 2.5 FEET E OF FENCE
 BK2756'LINE, 36 FEET E OF CENTER LINE OF ROAD (ROUTE 43), 33 FEET
 BK2756'N OF CENTER LINE OF A SIDE ROAD, AND 0.3 MILE FROM STATION
 BK2756'S 30 DEG 55 MIN W.
 BK2756'
 BK2756'REFERENCE MARK NO. 2 IS 27 FEET N OF CENTER LINE OF ROAD
 BK2756'RUNNING W FROM SCHOOLHOUSE, 8 FEET S OF A FENCE LINE, AND 555
 BK2756'FEET FROM STATION N 72 DEG 29 MIN W.
 BK2756'
 BK2756'BEARING FROM THE STATION OF MAURICE CATHOLIC CHURCH SPIRE,
 BK2756'DISTANT 1/4 MILE IS N 65 DEG 56 MIN W.
 BK2756
 BK2756                          STATION RECOVERY (1936)
 BK2756
 BK2756'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2756'STATION RECOVERED AS DESCRIBED.
 BK2756
 BK2756                          STATION RECOVERY (1936)
 BK2756
 BK2756'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2756'STATION RECOVERED.  ORIGINAL DESCRIPTION ADEQUATE.
 BK2756
 BK2756                          STATION RECOVERY (1948)
 BK2756
 BK2756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 BK2756'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 BK2756'
 BK2756'STATION IS IN THE SE PART OF THE TOWN OF MAURICE (NOT
 BK2756'MAURICEVILLE), NEAR THE SE CORNER OF THE PUBLIC SCHOOL GROUNDS,
 BK2756'185 FEET E AND ABOUT 50 FEET N OF THE NE CORNER OF A SMALL
 BK2756'DWELLING HOUSE ON THE S PART OF THE SCHOOL PROPERTY, IN A YARD
 BK2756'BEHIND THE HOUSE NOW USED AS A PIG PEN, 45.5 FEET W OF THE E
 BK2756'PROPERTY-LINE FENCE, AND 11.5 FEET S OF THE FENCE BETWEEN
 BK2756'THE ATHLETIC FIELD AND THE PIG PEN.
 BK2756'
 BK2756'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT IS
 BK2756'STAMPED MAURICE 1931 AND IS FLUSH WITH THE SURFACE.
 BK2756'
 BK2756'REFERENCE MARK 1 WAS NOT RECOVERED.  THE E HIGHWAY DITCH WAS
 BK2756'RECENTLY CLEANED OUT AND DIRT WAS THROWN OVER THE RIGHT-OF-WAY
 BK2756'FENCE INTO THE FIELD.  THE MARK IS PROBABLY UNDER THIS RIDGE
 BK2756'OF DIRT 2 TO 3 FEET DEEP.  THE N-S ROAD IS NOW U.S. HIGHWAY
 BK2756'167 (PAVED).  THE SIDE ROAD LEADING E IS NOW STATE HIGHWAY 175.
 BK2756'
 BK2756'REFERENCE MARK 2 IS ON THE RIGHT-OF-WAY OF A STREET RUNNING
 BK2756'E FROM THE BANK OF ABBEVILLE, MAURICE BRANCH, TO THE S SCHOOL
 BK2756'BUILDING, 132 FEET E OF THE SE CORNER OF THE BANK BUILDING,
 BK2756'29 FEET N OF THE CENTER LINE OF THE GRAVEL STREET, 1/2 FOOT
 BK2756'S OF THE RIGHT-OF-WAY FENCE, AND IN FRONT OF A VACANT LOT.
 BK2756'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED MAURICE
 BK2756'NO 2 1931, AND IS FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2728 ***********************************************************************
 BX2728  DESIGNATION -  MAURICE
 BX2728  PID         -  BX2728
 BX2728  STATE/COUNTY-  LA/NATCHITOCHES
 BX2728  USGS QUAD   -  LENA (1992)
 BX2728
 BX2728                         *CURRENT SURVEY CONTROL
 BX2728  ___________________________________________________________________
 BX2728* NAD 83(1992)-  31 26 31.99301(N)    092 50 34.35595(W)     ADJUSTED  
 BX2728* NAVD 88     -        95.6    (meters)     314.     (feet)  VERTCON   
 BX2728  ___________________________________________________________________
 BX2728  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BX2728  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2728
 BX2728  HORZ ORDER  -  FIRST
 BX2728
 BX2728.The horizontal coordinates were established by classical geodetic methods
 BX2728.and adjusted by the National Geodetic Survey in January 1993..
 BX2728
 BX2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2728
 BX2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2728
 BX2728.The geoid height was determined by GEOID03.
 BX2728
 BX2728;                    North         East     Units Scale Factor Converg.
 BX2728;SPC LA N     -   104,520.953   967,407.625   MT  0.99994895   -0 10 52.6
 BX2728;SPC LA N     -   342,915.83  3,173,903.18   sFT  0.99994895   -0 10 52.6
 BX2728;UTM  15      - 3,478,623.411   514,930.289   MT  0.99960275   +0 04 55.1
 BX2728
 BX2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2728!SPC LA N     -   0.99998909  x   0.99994895  =   0.99993804
 BX2728!UTM  15      -   0.99998909  x   0.99960275  =   0.99959184
 BX2728
 BX2728:                Primary Azimuth Mark                     Grid Az
 BX2728:SPC LA N     -  MAURICE AZ MK                            098 18 30.9
 BX2728:UTM  15      -  MAURICE AZ MK                            098 02 43.2
 BX2728
 BX2728|---------------------------------------------------------------------|
 BX2728| PID    Reference Object                     Distance      Geod. Az  |
 BX2728|                                                           dddmmss.s |
 BX2728| CY5000 MAURICE AZ MK                                      0980738.3 |
 BX2728| CY5001 MAURICE RM 1                         30.202 METERS 15429     |
 BX2728| BX2730 FLATWOODS S CEN BELL MW KLW 23      APPROX. 4.9 KM 2122337.6 |
 BX2728| CY5002 MAURICE RM 2                         24.091 METERS 23231     |
 BX2728| BX2770 SAMPUSAND                           APPROX.10.8 KM 3081845.0 |
 BX2728|---------------------------------------------------------------------|
 BX2728
 BX2728                          SUPERSEDED SURVEY CONTROL
 BX2728
 BX2728  NAD 83(1986)-  31 26 32.01448(N)    092 50 34.34840(W) AD(       ) 1
 BX2728  NAD 27      -  31 26 31.39119(N)    092 50 33.79406(W) AD(       ) 1
 BX2728  NGVD 29 (07/19/86)   95.6    (m)          314.     (f) VERT ANG       
 BX2728
 BX2728.Superseded values are not recommended for survey control.
 BX2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2728.See file dsdata.txt to determine how the superseded data were derived.
 BX2728
 BX2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1493078623(NAD 83)
 BX2728_MARKER: DS = TRIANGULATION STATION DISK
 BX2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2728
 BX2728  HISTORY     - Date     Condition        Report By
 BX2728  HISTORY     - 1969     MONUMENTED       CGS
 BX2728
 BX2728                          STATION DESCRIPTION
 BX2728
 BX2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2728'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF CHOPIN ABOUT 3
 BX2728'MILES SOUTHWEST OF GOLBRAITH ABOUT 3 MILES NORTHEAST OF
 BX2728'FLATWOODS.  IT IS NEAR THE SOUTHEAST CORNER OF THE NW 1/4 S. 1,
 BX2728'T 5 N, R 5 W, ON THE HIGHEST GROUND IN THE VICINITY.  ON
 BX2728'PROPERTY OWNED BY THE T.L. JAMES COMPANY OF RUSTON, LOUISIANA.
 BX2728'
 BX2728'TO REACH THE STATION FROM THE POST OFFICE IN FLATWOODS, GO
 BX2728'NORTHEAST ON STATE HIGHWAY 8 FOR 1.25 MILE TO A SIDEROAD
 BX2728'LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD (LENA ROAD),
 BX2728'FOR 2.7 MILES TO A SIDEROAD LEFT.  TURN LEFT AND GO NORTHWEST
 BX2728'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHERLY
 BX2728'ON GRAVELED ROAD FOR 0.15 MILE TO STATION ON THE RIGHT.  AS
 BX2728'DESCRIBED.
 BX2728'
 BX2728'THE STATION IS MARKED BY A STANDARD DISK STAMPED MAURICE 1968,
 BX2728'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2728'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BX2728'UNDERGROUND MARK IS SET 42 INCHES BELOW THE SURFACE OF THE
 BX2728'GROUND.  THE MARK IS 71 FEET NORTH OF THE APPROXIMATE CENTER OF
 BX2728'GRAVELED ROAD, 30 FEET SOUTHWEST OF A 14 INCH PINE TREE, 12 FEET
 BX2728'SOUTHEAST OF A 6 INCH PINE TREE AND 4 FEET SOUTHWEST OF METAL
 BX2728'WITNESS POST WITH SIGN ATTACHED.
 BX2728'
 BX2728'THE AZIMUTH MARK IS MARKED BY A STANDARD DISK STAMPED
 BX2728'MAURICE 1968, SET IN THE TOP A 12 INCH CYLINDRICAL CONCRETE
 BX2728'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 BX2728'GROUND.  IT IS 32 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 BX2728'GRAVELED ROAD, 3.8 FEET NORTH OF METAL WITNESS POST WITH SIGN
 BX2728'ATTACHED AND 3.5 FEET NORTHWEST OF A 12 INCH PINE TREE.
 BX2728'
 BX2728'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK STAMPED
 BX2728'MAURICE NO 1 1968, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 BX2728'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF
 BX2728'THE GROUND.  IT IS 23.5 FEET WEST OF AN 8 INCH PINE TREE, 28
 BX2728'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND
 BX2728'12.5 FEET NORTH OF A 12 INCH PINE TREE.
 BX2728'
 BX2728'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK STAMPED
 BX2728'MAURICE NO 2 1968, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 BX2728'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF
 BX2728'THE GROUND.  IT IS 49 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 BX2728'CENTER OF GRAVELED ROAD, 28 FEET EAST OF A 12 INCH PINE TREE
 BX2728'AND 12.8 FEET SOUTHWEST OF A 10 INCH PINE TREE.
 BX2728'
 BX2728'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 26.85 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2825 ***********************************************************************
 AU2825  DESIGNATION -  MAURICE
 AU2825  PID         -  AU2825
 AU2825  STATE/COUNTY-  LA/JEFFERSON
 AU2825  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2825
 AU2825                         *CURRENT SURVEY CONTROL
 AU2825  ___________________________________________________________________
 AU2825* NAD 83(1992)-  29 31 58.56216(N)    090 04 17.48962(W)     ADJUSTED  
 AU2825* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  VERTCON   
 AU2825  **This station is located in a subsidence area (see below).
 AU2825  ___________________________________________________________________
 AU2825  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AU2825  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AU2825
 AU2825  HORZ ORDER  -  SECOND
 AU2825
 AU2825.The horizontal coordinates were established by classical geodetic methods
 AU2825.and adjusted by the National Geodetic Survey in January 1993..
 AU2825
 AU2825 ** The orthometric height has not been validated since last determined
 AU2825 ** by differential leveling and should not be used for control purposes.
 AU2825 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2825 ** area with valid NAVD 88 orthometric heights.
 AU2825 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2825 ** epoch indicated which incorporates improved geoid heights for the
 AU2825 ** Southern Louisiana Subsidence area.
 AU2825 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2825
 AU2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2825
 AU2825.The geoid height was determined by GEOID03.
 AU2825
 AU2825;                    North         East     Units Scale Factor Converg.
 AU2825;SPC LA S     -   115,169.502 1,122,305.766   MT  0.99995887   +0 37 51.3
 AU2825;SPC LA S     -   377,851.94  3,682,098.17   sFT  0.99995887   +0 37 51.3
 AU2825;UTM  15      - 3,270,609.776   783,821.860   MT  1.00059408   +1 26 40.1
 AU2825;UTM  16      - 3,270,968.105   202,307.330   MT  1.00069364   -1 30 54.5
 AU2825
 AU2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2825!SPC LA S     -   1.00000390  x   0.99995887  =   0.99996277
 AU2825!UTM  15      -   1.00000390  x   1.00059408  =   1.00059798
 AU2825!UTM  16      -   1.00000390  x   1.00069364  =   1.00069754
 AU2825
 AU2825:                Primary Azimuth Mark                     Grid Az
 AU2825:SPC LA S     -  MAURICE AZ MK                            040 01 33.7
 AU2825:UTM  15      -  MAURICE AZ MK                            039 12 44.9
 AU2825:UTM  16      -  MAURICE AZ MK                            042 10 19.5
 AU2825
 AU2825|---------------------------------------------------------------------|
 AU2825| PID    Reference Object                     Distance      Geod. Az  |
 AU2825|                                                           dddmmss.s |
 AU2825| DD7427 MAURICE AZ MK                                      0403925.0 |
 AU2825| AU2915 BARATARIA WATERWAY LIGHT 44         APPROX. 6.7 KM 1291935.8 |
 AU2825| DD7428 MAURICE RM 1                         27.138 METERS 14857     |
 AU2825| DD7430 MAURICE RM 3                         27.472 METERS 14925     |
 AU2825| AU2821 DEN                                 APPROX. 2.4 KM 2061433.6 |
 AU2825| DD7429 MAURICE RM 2                         28.974 METERS 22447     |
 AU2825| DD7431 MAURICE RM 4                         28.837 METERS 22528     |
 AU2825|---------------------------------------------------------------------|
 AU2825
 AU2825                          SUPERSEDED SURVEY CONTROL
 AU2825
 AU2825  NAD 83(1986)-  29 31 58.57662(N)    090 04 17.49516(W) AD(       ) 2
 AU2825  NAD 27      -  29 31 57.79800(N)    090 04 17.22900(W) AD(       ) 2
 AU2825  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AU2825
 AU2825.Superseded values are not recommended for survey control.
 AU2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2825.See file dsdata.txt to determine how the superseded data were derived.
 AU2825
 AU2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8382270610(NAD 83)
 AU2825_MARKER: DS = TRIANGULATION STATION DISK
 AU2825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2825_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2825
 AU2825  HISTORY     - Date     Condition        Report By
 AU2825  HISTORY     - 1934     MONUMENTED       CGS
 AU2825  HISTORY     - 1966     GOOD             CGS
 AU2825  HISTORY     - 1971     GOOD             USGS
 AU2825
 AU2825                          STATION DESCRIPTION
 AU2825
 AU2825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2825'ABOUT 3 MILES NW OF THE BAYOU CUTLER ENTRANCE LIGHT, ABOUT
 AU2825'150 METERS (492 FEET) S OF THE END OF A POINT ON THE S SIDE
 AU2825'OF BAYOU MAURICE WHICH RUNS W IN A VERY CROOKED COURSE FROM
 AU2825'THE INTERSECTION OF DUPRE CUT AND BAYOU CUTLER, AND 30 METERS
 AU2825'(98 FEET) E OF THE NEAREST HIGH-WATER MARK.  AT THIS POINT
 AU2825'THE BAYOU WIDENS OUT INTO A SMALL BAY.
 AU2825'
 AU2825'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2825'SET IN CONCRETE IN THE TOPS OF TILES WHICH ARE FASTENED BY
 AU2825'MEANS OF CONCRETE TO THE UPPER END OF LONG WOODEN PILES
 AU2825'DRIVEN INTO THE MARSH.
 AU2825'
 AU2825'REFERENCE MARK NO. 1 IS 27.138 METERS (89.04 FEET) FROM THE
 AU2825'STATION S 31 DEG 03 MIN E.
 AU2825'
 AU2825'REFERENCE MARK NO. 2 IS 28.959 METERS (95.01 FEET) FROM THE
 AU2825'STATION S 44 DEG 45 MIN W.
 AU2825'
 AU2825'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 34.535 METERS
 AU2825'(113.30 FEET).
 AU2825
 AU2825                          STATION RECOVERY (1966)
 AU2825
 AU2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2825'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AU2825'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 AU2825'MARK 2 CHECKED.  NO DISTANCE OR DIRECTION TO REFERENCE MARK
 AU2825'1 DUE TO EXTREME HIGH TIDE AND THE MARK IS ABOUT 1 FOOT BELOW
 AU2825'THE GROUND SURFACE.  REFERENCE MARKS 3 AND 4 AND AN AZIMUTH
 AU2825'MARK WERE ESTABLISHED AT THIS TIME.
 AU2825'
 AU2825'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 AU2825'
 AU2825'STATION IS ABOUT 12 MILES SOUTHWEST OF MYRTLE GROVE, 11 MILES
 AU2825'WEST OF HERMITAGE, 10-1/2 MILES SOUTH OF LAFITTE, IN MARSHLAND
 AU2825'AND ON THE NORTH EDGE OF LAND.
 AU2825'
 AU2825'STATION MARK, A STANDARD DISK STAMPED MAURICE 1934, IS SET
 AU2825'IN THE TOP OF A TERRACOTTA 8 INCHES IN DIAMETER AND 6 INCHES
 AU2825'BELOW THE GROUND SURFACE.  IT IS 135 FEET SOUTHEAST OF THE
 AU2825'WATERS EDGE, 120 FEET SOUTH OF NORTH SHORE OF AN INLET AND
 AU2825'2 FEET EAST OF A METAL WITNESS POST.
 AU2825'
 AU2825'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MAURICE 1934,
 AU2825'IS SET IN THE TOP OF AN 8 INCH TERRACOTTA TILE WHICH IS 18
 AU2825'INCHES BELOW THE GROUND SURFACE.  IT IS 140 FEET SOUTH OF
 AU2825'THE WATERS EDGE AND 73 FEET SOUTHEAST OF THE METAL WITNESS
 AU2825'POST.
 AU2825'
 AU2825'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MAURICE 1934,
 AU2825'IS SET IN THE TOP OF AN 8 INCH TERRACOTTA TILE WHICH IS 12
 AU2825'INCHES BELOW THE GROUND SURFACE.  IT IS 94 FEET SOUTHWEST
 AU2825'OF THE METAL WITNESS POST.
 AU2825'
 AU2825'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MAURICE 1934
 AU2825'1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND
 AU2825'ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG
 AU2825'PIPE WHICH PROJECTS 1.8 FEET.  IT IS 140 FEET SOUTH OF THE
 AU2825'WATERS EDGE AND 73 FEET SOUTHEAST OF THE METAL WITNESS POST.
 AU2825'
 AU2825'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MAURICE 1934
 AU2825'1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND
 AU2825'ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 AU2825'WHICH PROJECTS 1.8 FEET.  IT IS 94 FEET SOUTHWEST OF THE
 AU2825'METAL WITNESS POST AND 1 FOOT NORTHWEST OF REFERENCE MARK 2.
 AU2825'
 AU2825'AZIMUTH MARK, A STANDARD DISK STAMPED MAURICE 1934 1966,
 AU2825'IS CRIMPED TO THE TOP OF 5/8 INCH COPPER WELD GROUND ROD 32
 AU2825'FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 AU2825'PROJECTS 2.5 FEET.  IT IS 300 FEET NORTHEAST OF THE WATERS
 AU2825'EDGE AND 1.2 FEET WEST OF A METAL WITNESS POST.
 AU2825'
 AU2825'NOTE--THE STATION CAN BE REACHED BY AIRCRAFT OR BOAT.
 AU2825'
 AU2825'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 AU2825
 AU2825                          STATION RECOVERY (1971)
 AU2825
 AU2825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AU2825'MAURICE AND R.M.S 3 AND 4 FOUND IN GOOD CONDITION AS DESCRIBED.
 AU2825'DISTANCES AND DIRECTIONS CHECKED O.K.  ORIGINAL DESCRIPTION
 AU2825'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3179 ***********************************************************************
 AU3179  DESIGNATION -  MAURICE
 AU3179  PID         -  AU3179
 AU3179  STATE/COUNTY-  LA/TERREBONNE
 AU3179  USGS QUAD   -  GRAY (1980)
 AU3179
 AU3179                         *CURRENT SURVEY CONTROL
 AU3179  ___________________________________________________________________
 AU3179* NAD 83(1992)-  29 41 05.85158(N)    090 45 05.70063(W)     ADJUSTED  
 AU3179* NAVD 88     -         3.0  **(meters)      10.   **(feet)  GPS OBS   
 AU3179  **This station is located in a subsidence area (see below).
 AU3179  ___________________________________________________________________
 AU3179  X           -     -72,743.109 (meters)                     COMP
 AU3179  Y           -  -5,545,137.749 (meters)                     COMP
 AU3179  Z           -   3,140,071.111 (meters)                     COMP
 AU3179  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU3179  ELLIP HEIGHT-         -22.64  (meters)          (02/21/02) GPS OBS
 AU3179  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU3179
 AU3179  HORZ ORDER  -  FIRST
 AU3179  ELLP ORDER  -  FIFTH     CLASS I
 AU3179
 AU3179.The horizontal coordinates were established by GPS observations
 AU3179.and adjusted by the National Geodetic Survey in January 1993..
 AU3179
 AU3179 ** The orthometric height has not been validated since last determined
 AU3179 ** by differential leveling and should not be used for control purposes.
 AU3179 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3179 ** area with valid NAVD 88 orthometric heights.
 AU3179 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3179 ** epoch indicated which incorporates improved geoid heights for the
 AU3179 ** Southern Louisiana Subsidence area.
 AU3179 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3179.The orthometric height was determined by GPS observations and a
 AU3179.high-resolution geoid model.
 AU3179
 AU3179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3179
 AU3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3179
 AU3179.The ellipsoidal height was determined by GPS observations
 AU3179.and is referenced to NAD 83.
 AU3179
 AU3179.The geoid height was determined by GEOID03.
 AU3179
 AU3179;                    North         East     Units Scale Factor Converg.
 AU3179;SPC LA S     -   131,489.498 1,056,303.750   MT  0.99994085   +0 17 27.2
 AU3179;SPC LA S     -   431,395.13  3,465,556.55   sFT  0.99994085   +0 17 27.2
 AU3179;UTM  15      - 3,285,991.830   717,564.901   MT  1.00018407   +1 06 50.1
 AU3179
 AU3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3179!SPC LA S     -   1.00000356  x   0.99994085  =   0.99994441
 AU3179!UTM  15      -   1.00000356  x   1.00018407  =   1.00018763
 AU3179
 AU3179:                Primary Azimuth Mark                     Grid Az
 AU3179:SPC LA S     -  MAURICE AZ MK                            139 14 39.1
 AU3179:UTM  15      -  MAURICE AZ MK                            138 25 16.2
 AU3179
 AU3179|---------------------------------------------------------------------|
 AU3179| PID    Reference Object                     Distance      Geod. Az  |
 AU3179|                                                           dddmmss.s |
 AU3179| AH3888 MAURICE AZ MK                                      1393206.3 |
 AU3179| AU3168 HOUMA DUPONT MERCANTILE CO TK       APPROX.10.2 KM 1620910.3 |
 AU3179| AU3169 HOUMA COURTHOUSE TIP FLAGPOLE       APPROX.10.2 KM 1634240.5 |
 AU3179| DG6960 MAURICE RM 1                         94.380 METERS 16343     |
 AU3179| AU3159 HOUMA DUPONT WHOLESALE CO TANK      APPROX.10.0 KM 1661116.8 |
 AU3179| DG6961 MAURICE RM 2                         60.268 METERS 31247     |
 AU3179|---------------------------------------------------------------------|
 AU3179
 AU3179                          SUPERSEDED SURVEY CONTROL
 AU3179
 AU3179  ELLIP H (01/21/93)  -22.63   (m)                       GP(       ) 4 2
 AU3179  NAD 83(1986)-  29 41 05.87140(N)    090 45 05.70368(W) AD(       ) 1
 AU3179  NAD 83(1986)-  29 41 05.87148(N)    090 45 05.69991(W) AD(       ) 1
 AU3179  NAD 27      -  29 41 05.10913(N)    090 45 05.37115(W) AD(       ) 1
 AU3179  NGVD 29 (02/23/90)    3.2    (m)           10.     (f) GPS OBS        
 AU3179
 AU3179.Superseded values are not recommended for survey control.
 AU3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3179.See file dsdata.txt to determine how the superseded data were derived.
 AU3179
 AU3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1756585992(NAD 83)
 AU3179_MARKER: DS = TRIANGULATION STATION DISK
 AU3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3179_SP_SET: CONCRETE POST
 AU3179_STAMPING: MAURICE 1934
 AU3179_MARK LOGO: CGS   
 AU3179_PROJECTION: FLUSH
 AU3179_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3179+STABILITY: SURFACE MOTION
 AU3179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3179+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3179
 AU3179  HISTORY     - Date     Condition        Report By
 AU3179  HISTORY     - 1934     MONUMENTED       CGS
 AU3179  HISTORY     - 1934     GOOD             CGS
 AU3179  HISTORY     - 1956     GOOD             LOCENG
 AU3179  HISTORY     - 1960     GOOD             CGS
 AU3179  HISTORY     - 1967     GOOD             CGS
 AU3179  HISTORY     - 1986     GOOD             NGS
 AU3179  HISTORY     - 1987     GOOD             LADTD
 AU3179  HISTORY     - 19880920 GOOD             LADTD
 AU3179  HISTORY     - 19890113 GOOD
 AU3179  HISTORY     - 19921203 GOOD             NOSAMC
 AU3179  HISTORY     - 19921203 GOOD             NOS
 AU3179  HISTORY     - 19950103 GOOD             MPHI
 AU3179
 AU3179                          STATION DESCRIPTION
 AU3179
 AU3179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3179'LOCATED 10.1 MILES N OF HOUMA, 5.6 MILES NW OF THE JUNCTION
 AU3179'OF U.S. HIGHWAY 90, AND STATE ROUTE 80, ON LAND OWNED BY
 AU3179'MAURICE THIBADEAUX, ABOUT 75 YARDS NE OF HIS RESIDENCE,
 AU3179'AT THE SE CORNER OF A FARMYARD, 29-1/2 FEET SE OF THE E
 AU3179'FENCE OF THE FARMYARD, AND 16.8 FEET SW OF A DIRT FARM ROAD
 AU3179'LEADING SE INTO A FIELD.
 AU3179'
 AU3179'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 AU3179'
 AU3179'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3179'IS IN THE E FENCE LINE OF A FARMYARD,
 AU3179'15 FEET NW OF A DIRT ROAD LEADING INTO THE STATION, 85 FEET
 AU3179'N BY E OF A FENCE CORNER AT HIGHWAY 80, AND 94.38 METERS
 AU3179'(309.6 FEET) FROM THE STATION S 45 DEG 25 MIN W.
 AU3179'
 AU3179'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3179'IS IN THE S FENCE LINE OF A BARNYARD,
 AU3179'ABOUT 35 PACES S OF THE BARN, AND 60.268 METERS (197.73 FEET)
 AU3179'FROM THE STATION N 47 DEG 23 MIN W.
 AU3179'
 AU3179'THE AZIMUTH MARK, IS A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3179'IS ABOUT 63 PACES N BY E OF
 AU3179'STATE ROUTE 80, IN THE NW FENCE OF MR. SANOMYS FARMYARD, AND
 AU3179'ABOUT 0.6 MILE FROM THE STATION S 40 DEG 28 MIN E.
 AU3179
 AU3179                          STATION RECOVERY (1934)
 AU3179
 AU3179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AU3179'RECOVERED IN GOOD CONDITION.
 AU3179
 AU3179                          STATION RECOVERY (1956)
 AU3179
 AU3179'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 AU3179'RECOVERED BY JACK AMMANN ENGINEERS
 AU3179'
 AU3179'STATION WAS RECOVERED AS DESCRIBED.
 AU3179
 AU3179                          STATION RECOVERY (1960)
 AU3179
 AU3179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 AU3179'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN
 AU3179'GOOD CONDITION.  A SHED HAS BEEN ERECTED AT THE AZIMUTH MARK,
 AU3179'ON LINE WITH THE STATION.  A NEW DESCRIPTION FOLLOWS--
 AU3179'
 AU3179'THE STATION IS LOCATED 10.1 MILES NORTH OF HOUMA, 5.6 MILES
 AU3179'NORTHWEST OF THE JUNCTION OF HIGHWAY 90 AND STATE ROUTE 80.
 AU3179'ON LAND OWNED BY WALLACE THIBODEAUX.  ALONG SIDE THE FARM ROAD
 AU3179'GOING INTO THE THIBODEAUX FARM YARD (THE ROAD PASSES JUST
 AU3179'SOUTH OF THE HOUSE).  ON THE SOUTH SIDE OF THE FARM ROAD,
 AU3179'AT THE POINT IT TURNS SHARPLY NORTH--420 FEET EAST OF ROUTE 80.
 AU3179'ABOUT 250 FEET EAST OF THE SOUTHEAST CORNER OF THE THIBODEAUX
 AU3179'RESIDENCE.  99 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE,
 AU3179'LOW SHED.  29 FEET SOUTH-SOUTHEAST OF A FENCE CORNER.  THE
 AU3179'MARK IS A STANDARD DISK, STAMPED MAURICE 1934, SET IN
 AU3179'THE CENTER OF A ROUND 1 FOOT IN DIAMETER CONCRETE POST
 AU3179'FLUSH WITH THE GROUND.
 AU3179'
 AU3179'RM 1 IS ALONG THE FENCE ON THE NORTH SIDE OF THE FARM ROAD
 AU3179'GOING INTO THE THIBODEAUX FARM YARD--136 FEET SOUTHEAST OF THE
 AU3179'SOUTHWEST CORNER OF THE HOUSE.  112 FEET EAST OF THE CENTER OF
 AU3179'ROUTE 80.  65 FEET NORTHEAST OF A DERRICK.  3 FEET SOUTH
 AU3179'OF THE FENCE.  THE MARK IS A STANDARD DISK, STAMPED MAURICE
 AU3179'NO 1 1934, SET IN THE CENTER OF A ROUND, 1 FOOT IN DIAMETER
 AU3179'CONCRETE POST PROJECTING 8 INCHES.
 AU3179'
 AU3179'RM 2 IS ABOUT 200 FEET EAST-NORTHEAST OF THE HOUSE.  AT THE
 AU3179'SOUTH GATE POST IN THE FENCE BETWEEN THE HOUSE AND THE LARGEST
 AU3179'BARN ON THE PREMISES.  THE BARN CONTAINS A DOVE COTE.  100
 AU3179'FEET SOUTHEAST OF THE PASSAGEWAY THROUGH THE MIDDLE OF THE
 AU3179'GREAT BARN.  43 FEET SOUTH OF A LARGE, ROUND METAL WATER TROUGH.
 AU3179'6 FEET SOUTHEAST OF THE SOUTH GATE POST.  THE MARK IS A STANDARD
 AU3179'DISK, STAMPED MAURICE NO 2 1934, SET IN THE CENTER OF A ROUND,
 AU3179'1 FOOT IN DIAMETER CONCRETE POST PROJECTING 6 INCHES.
 AU3179'
 AU3179'THE AZIMUTH MARK IS ABOUT .6 MILE SOUTH OF THE STATION.  ON
 AU3179'THE PREMISES OF ADNEY SAMONIE.  ABOUT 250 FEET EAST OF ROUTE
 AU3179'80.  96 FEET NORTHEAST OF THE WATER TANK AT THE NORTHEAST
 AU3179'CORNER OF THE HOUSE.  20 FEET NORTHWEST OF THE NORTHWEST
 AU3179'CORNER OF THE 3 CAR GARAGE.  THE MARK IS A STANDARD DISK,
 AU3179'STAMPED MAURICE AZI 1934 SET IN THE CENTER OF A ROUND, 1 FOOT
 AU3179'IN DIAMETER CONCRETE POST PROJECTING 2 INCHES.
 AU3179
 AU3179                          STATION RECOVERY (1967)
 AU3179
 AU3179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AU3179'THE STATION WAS VISITED 6/6/67 AND ALL MARKS WERE FOUND IN
 AU3179'GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION
 AU3179'BY A SMALL HOUSE, BUT WILL SEE IF A 12 FOOT TARGET IS USED.
 AU3179'A NEW DESCRIPTION FOLLOWS--
 AU3179'
 AU3179'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF HOUMA, ON LAND
 AU3179'OWNED BY WALLACE THIBADEAUX, AT THE SOUTHEAST CORNER OF THE
 AU3179'FARMYARD, AT THE JUNCTION OF TWO FIELD ROADS, 420 FEET EAST
 AU3179'OF STATE HIGHWAY 316, 250 FEET SOUTHEAST OF THE SOUTHEAST
 AU3179'CORNER OF THE THIBADEAUX HOUSE, 99 FEET SOUTH OF THE SOUTHWEST
 AU3179'CORNER OF A LARGE LOW SHED, 12 FEET WEST OF THE CENTER OF A
 AU3179'FARM ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, 83 FEET ESE
 AU3179'OF A POWER POLE, 7 FEET EAST OF THE PROJECTED CENTER OF A
 AU3179'ROAD LEADING SOUTH.  IT IS A STANDARD TRIANGULATION STATION
 AU3179'DISK, STAMPED MAURICE 1934, FLUSH WITH THE GROUND.
 AU3179'
 AU3179'REFERENCE MARK NO. 1 IS 309.6 FEET SOUTHWEST OF THE STATION,
 AU3179'IN A FENCE LINE, 12 FEET NORTHWEST OF THE FARM ROAD, 136 FEET
 AU3179'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, 112 FEET
 AU3179'NORTHEAST OF THE CENTER OF THE HIGHWAY, 3 FEET EAST OF THE
 AU3179'FENCE, 64 FEET NORTH OF A CANE LOADER.  IT IS A STANDARD
 AU3179'REFERENCE MARK DISK STAMPED MAURICE NO 1 1934, PROJECTING
 AU3179'6 INCHES.
 AU3179'
 AU3179'REFERENCE MARK NO. 2 IS 197.73 FEET NORTHWEST OF THE STATION,
 AU3179'ABOUT 200 FEET NORTHEAST OF THE HOUSE, IN THE EAST-WEST FENCE
 AU3179'LINE BETWEEN THE HOUSE AND THE BARN, 4 FEET NORTH OF THE
 AU3179'FENCE, 100 FEET SOUTH OF THE PASSAGEWAY THROUGH THE MIDDLE
 AU3179'OF THE BARN, AND 6 FEET EAST OF THE EAST GATE POST IN THE
 AU3179'FENCE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 AU3179'MAURICE NO 2 1934, PROJECTING 4 INCHES.
 AU3179'
 AU3179'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHEAST OF THE STATION
 AU3179'ON PROPERTY OWNED BY ADNEY SAMANIE, AT THE SOUTH SIDE OF A
 AU3179'ROUGH BOARD HOUSE, 250 FEET NORTHEAST OF THE HIGHWAY, 96
 AU3179'FEET NORTHWEST OF A WATER TANK NEAR THE HOUSE, AND 3 FEET
 AU3179'SOUTHEAST OF THE SOUTHEAST SIDE OF THE SHED.  IT IS A STANDARD
 AU3179'DISK STAMPED AZI MAURICE 1934, PROJECTING 3 INCHES.
 AU3179'
 AU3179'TO REACH THE STATION FROM THE JUNCTION OF 90 AND STATE HIGHWAY
 AU3179'65 IN HOUMA, GO NORTHEAST ON U.S. HIGHWAY 90 FOR 4.0 MILES
 AU3179'TO THE JUNCTION WITH STATE HIGHWAY 316, TURN LEFT AND GO
 AU3179'NORTH ON STATE HIGHWAY 316 FOR 5.1 MILES TO THE AZIMUTH MARK
 AU3179'ON THE RIGHT.  CONTINUE NORTHWEST FOR 0.6 MILE TO A LARGE
 AU3179'WHITE HOUSE ON THE RIGHT AND A CANE LOADER ON THE RIGHT, TURN
 AU3179'RIGHT AND PASS BETWEEN THE CANE LOADER AND THE HOUSE, AND
 AU3179'FOLLOW ALONG THE SOUTH SIDE OF THE GARDEN FOR 420 FEET TO
 AU3179'THE MARK ON THE RIGHT WHERE FARM ROAD TURNS SHARP LEFT TO THE
 AU3179'BARNS.
 AU3179'
 AU3179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 AU3179'NORTH OF HOUMA
 AU3179
 AU3179                          STATION RECOVERY (1986)
 AU3179
 AU3179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (JDR)
 AU3179'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 AU3179'DESCRIBED IN 1967 BY LFS.  REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 AU3179'WERE NOT SEARCHED FOR AT THIS TIME.
 AU3179'
 AU3179'THE 1967 TO REACH AND DESCRIPTION ARE ADEQUATE TO RECOVER THE STATION
 AU3179'WITH THE ADDITION OF A 2 INCH PIPE DRIVEN IN THE GROUND AND PROJECTING
 AU3179'3 FEET.  IT IS 3.5 FEET EAST OF THE STATION.
 AU3179
 AU3179                          STATION RECOVERY (1987)
 AU3179
 AU3179'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU3179'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU3179
 AU3179                          STATION RECOVERY (1988)
 AU3179
 AU3179'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3179'THE STATION IS LOCATED ABOUT 8.1 KM (5.05 MI) NORTH OF HOUMA .
 AU3179'OWNERSHIP--UNKNOWN
 AU3179'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90 AND STATE
 AU3179'HIGHWAY 3052 TO WEST ON HIGHWAY 3052 TO THE EXIT FOR STATE HIGHWAY
 AU3179'316. TAKE THE EXIT AND TURN RIGHT ON HIGHWAY 316 FOR 0.2 KM (0.10 MI)
 AU3179'TO A SIDE ROAD RIGHT.  TURN RIGHT FOR 0.1 KM (0.05 MI) TO A SECOND
 AU3179'SHELL ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.05 KM (0.05 MI)
 AU3179'TO A BARN ON THE LEFT AND THE STATION ON THE RIGHT JUST OFF THE SIDE
 AU3179'OF THE SHELL ROAD.
 AU3179'THE STATION IS 25.3 M (83.0 FT) EAST-SOUTHEAST FROM A POWER POLE WITH
 AU3179'A TRANSFORMER ATTACHED, 2.13 M (7.0 FT) EAST OF THE CENTER OF THE
 AU3179'SHELL ROAD AND 1.07 M (3.5 FT) WEST OF A 2-INCH PIPE DRIVEN INTO THE
 AU3179'GROUND AND PROJECTING 3 FEET.
 AU3179
 AU3179                          STATION RECOVERY (1989)
 AU3179
 AU3179'RECOVERED 1989
 AU3179'RECOVERED IN GOOD CONDITION.
 AU3179
 AU3179                          STATION RECOVERY (1992)
 AU3179
 AU3179'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1992
 AU3179'THE STATION IS LOCATED ABOUT 5.05 MI (8.13 KM) NORTH OF HOUMA.
 AU3179'REACH STATION FROM THE JUNCTION OF US HIGHWAY 90 AND LA HIGHWAY 3052,
 AU3179'GO WEST ON LA HIGHWAY 3052 TO THE EXIT FOR LA HIGHWAY 316.  TAKE THE
 AU3179'EXIT AND TURN RIGHT (NORTH) FOR 0.1 MI (0.2 KM) TO A SIDE ROAD RIGHT.
 AU3179'TURN RIGHT FOR 0.05 M (0.16 FT) TO A T INTERSECTION.  TURN RIGHT AND
 AU3179'GO SOUTH FOR 0.05 MI (0.08 KM) TO A SHELL ROAD LEFT.  TURN LEFT AND
 AU3179'GO NE FOR 0.05 MI (0.08 KM) TO A SMALL BARN ON THE LEFT, AND STATION
 AU3179'ON RIGHT (SOUTH).
 AU3179'STATION IS A STANDARD DISK STAMPED ---MAURICE 1934--- SET FLUSH WITH
 AU3179'THE GROUND 25.3 M (83.0 FT) ESE OF A POWER POLE WITH A TRANSFORMER
 AU3179'ATTACHED, 2.13 M (6.99 FT) EAST OF THE CENTER OF THE SHELL ROAD AND
 AU3179'1.07 M (3.51 FT) WEST OF A 2-INCH PIPE DRIVEN INTO THE GROUND
 AU3179'PROJECTING 3 FT.
 AU3179
 AU3179                          STATION RECOVERY (1992)
 AU3179
 AU3179'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AU3179'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION AND
 AU3179'RECOVERY NOTES ARE GOOD EXCEPT FOR THE TO REACH, WHICH FOLLOWS.  TO
 AU3179'REACH STATION FROM THE JUNCTION OF US HIGHWAY 90 AND LA HIGHWAY 3052,
 AU3179'GO WEST ON STATE 3052 TO THE EXIT FOR LA HIGHWAY 316.  TAKE THE EXIT
 AU3179'AND TURN RIGHT (NORTH) ON STATE 316 FOR 0.1 MI (0.2 KM) TO A SIDE
 AU3179'ROAD RIGHT. TURN RIGHT FOR 0.05 M (0.16 FT) TO T INTERSECTION.  TURN
 AU3179'RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) TO A SHELL ROAD LEFT.  TURN
 AU3179'LEFT AND GO NE FOR 0.05 MI (0.08 KM) TO A SMALL BARN ON THE LEFT, AND
 AU3179'STATION ON THE RIGHT (SOUTH).
 AU3179
 AU3179                          STATION RECOVERY (1995)
 AU3179
 AU3179'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3179'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2763 ***********************************************************************
 BK2763  DESIGNATION -  MAURICE 2
 BK2763  PID         -  BK2763
 BK2763  STATE/COUNTY-  LA/VERMILION
 BK2763  USGS QUAD   -  MILTON (1994)
 BK2763
 BK2763                         *CURRENT SURVEY CONTROL
 BK2763  ___________________________________________________________________
 BK2763* NAD 83(1992)-  30 06 22.69663(N)    092 07 18.96843(W)     ADJUSTED  
 BK2763* NAVD 88     -         6.1  **(meters)      20.   **(feet)  VERTCON   
 BK2763  **This station is located in a subsidence area (see below).
 BK2763  ___________________________________________________________________
 BK2763  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2763  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2763
 BK2763  HORZ ORDER  -  SECOND
 BK2763
 BK2763.The horizontal coordinates were established by classical geodetic methods
 BK2763.and adjusted by the National Geodetic Survey in January 1993..
 BK2763
 BK2763 ** The orthometric height has not been validated since last determined
 BK2763 ** by differential leveling and should not be used for control purposes.
 BK2763 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2763 ** area with valid NAVD 88 orthometric heights.
 BK2763 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2763 ** epoch indicated which incorporates improved geoid heights for the
 BK2763 ** Southern Louisiana Subsidence area.
 BK2763 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2763
 BK2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2763
 BK2763.The geoid height was determined by GEOID03.
 BK2763
 BK2763;                    North         East     Units Scale Factor Converg.
 BK2763;SPC LA S     -   178,311.291   923,998.037   MT  0.99992743   -0 23 39.5
 BK2763;SPC LA S     -   585,009.63  3,031,483.56   sFT  0.99992743   -0 23 39.5
 BK2763;UTM  15      - 3,330,890.038   584,598.523   MT  0.99968830   +0 26 25.7
 BK2763
 BK2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2763!SPC LA S     -   1.00000331  x   0.99992743  =   0.99993074
 BK2763!UTM  15      -   1.00000331  x   0.99968830  =   0.99969161
 BK2763
 BK2763|---------------------------------------------------------------------|
 BK2763| PID    Reference Object                     Distance      Geod. Az  |
 BK2763|                                                           dddmmss.s |
 BK2763| CW2080 MAURICE 2 RM 3                       26.938 METERS 02417     |
 BK2763| BK2751 LAFAYETTE CABLE TV MAST             APPROX. 7.0 KM 0255057.4 |
 BK2763| BK2754 LAFAYETTE CL SHER KDH 532 MST       APPROX. 5.1 KM 0264524.7 |
 BK2763| BK2746 LAFAYETTE HOWARD BROS TANK          APPROX.10.5 KM 0323843.3 |
 BK2763| BK2740 LAFAYETTE UNITED GAS MW MAST        APPROX.10.3 KM 0583423.4 |
 BK2763| BJ5148 YOUNGSVILLE MUNICIPAL TANK          APPROX.12.4 KM 0913049.8 |
 BK2763| BK2759 YOUNGSVILLE TEX GAS MW MAST         APPROX. 8.9 KM 1031444.7 |
 BK2763| BJ5163 LOZES TV STA KLNI MAST              APPROX.13.7 KM 1175352.4 |
 BK2763| CW2079 MAURICE 2 AZ MK                                    1574622.7 |
 BK2763| BK2762 KENNY                               APPROX. 7.9 KM 1813355.7 |
 BK2763| CW2081 MAURICE 2 RM 4                       28.446 METERS 21713     |
 BK2763|---------------------------------------------------------------------|
 BK2763
 BK2763                          SUPERSEDED SURVEY CONTROL
 BK2763
 BK2763  NAD 83(1986)-  30 06 22.71627(N)    092 07 18.96220(W) AD(       ) 2
 BK2763  NAD 27      -  30 06 21.98094(N)    092 07 18.51196(W) AD(       ) 2
 BK2763  NGVD 29 (07/19/86)    6.1    (m)           20.     (f) VERT ANG       
 BK2763
 BK2763.Superseded values are not recommended for survey control.
 BK2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2763.See file dsdata.txt to determine how the superseded data were derived.
 BK2763
 BK2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8459930890(NAD 83)
 BK2763_MARKER: DS = TRIANGULATION STATION DISK
 BK2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2763_STAMPING: MAURICE 2 1969
 BK2763_MARK LOGO: CGS   
 BK2763_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2763+STABILITY: SURFACE MOTION
 BK2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2763+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 BK2763
 BK2763  HISTORY     - Date     Condition        Report By
 BK2763  HISTORY     - 1969     MONUMENTED       CGS
 BK2763  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BK2763  HISTORY     - 19910909 GOOD             USPSQD
 BK2763  HISTORY     - 19970528 GOOD             LADTD
 BK2763
 BK2763                          STATION DESCRIPTION
 BK2763
 BK2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2763'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF MAURICE
 BK2763'AND IN THE SOUTHEAST CORNER OF THE MAURICE ELEMENTARY PUBLIC SCHOOL
 BK2763'GROUNDS.
 BK2763'
 BK2763'STATION MARK IS A STANDARD DISK, STAMPED MAURICE 2 1969, SET IN THE
 BK2763'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH.  IT
 BK2763'IS 89 FEET NORTHWEST OF A FENCE CORNER, 80.0 FEET NORTH OF A
 BK2763'CHAINLINK FENCE, AND 42 FEET WEST OF A NORTH-SOUTH FENCE.  THE
 BK2763'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF
 BK2763'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 BK2763'
 BK2763'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MAURICE 2 NO 3 1969,
 BK2763'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BK2763'FLUSH.  IT IS 159 FEET NORTH OF THE FENCE CORNER AND 12 FEET WEST
 BK2763'OF THE NORTH-SOUTH FENCE.
 BK2763'
 BK2763'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MAURICE 2 NO 4 1969, SET
 BK2763'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BK2763'FLUSH.  IT IS 97 FEET WEST OF THE FENCE CORNER AND 5.0 FOOT NORTH
 BK2763'OF THE CHAINLINK FENCE.
 BK2763'
 BK2763'AZIMUTH MARK IS A STANDARD DISK, STAMPED MAURICE 2 1969, SET IN THE
 BK2763'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH.  IT
 BK2763'IS 40.5 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 92, 0.9 FOOT
 BK2763'NORTH OF AN EAST-WEST FENCE AND 3.0 FOOT EAST OF A METAL WITNESS
 BK2763'POST.  TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 92 AND
 BK2763'U. S. HIGHWAY 167 IN MAURICE, GO SOUTH ON HIGHWAY 167 FOR 0.4 MILE TO
 BK2763'WHERE HIGHWAY 92 TURNS EAST.  TURN LEFT AND GO EAST ON HIGHWAY 92
 BK2763'FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 BK2763'
 BK2763'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 BK2763
 BK2763                          STATION RECOVERY (1974)
 BK2763
 BK2763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 BK2763'THE STATION WAS VISITED 8-5-74 AND THE SURFACE MARK WAS FOUND
 BK2763'DESTROYED.  THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  A NEW
 BK2763'SURFACE MARK WAS SET OVER THE UNDERGROUND MARK AND REINFORCED.  THE
 BK2763'AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE, THE FENCE IN WHICH
 BK2763'IT WAS SET HAS BEEN TAKEN DOWN AND THE LAND IS NOW UNDER
 BK2763'CULTIVATION.  REFERENCE MARKS NO. 3 AND 4 WERE FOUND IN APPARENT
 BK2763'GOOD CONDITION.  REFERENCE MARK NO 3 FAILED TO CHECK BY 0.5 FEET
 BK2763'AND THE DIRECTION TO THE MARK FAILED TO CHECK BY 00 03 MIN 54
 BK2763'SEC.  A NEW DESCRIPTION FOLLOWS--
 BK2763'
 BK2763'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF MAURICE, AT THE
 BK2763'NORTHEAST CORNER OF A FIELD TRACK AND A BASEBALL PARK OF THE MAURICE
 BK2763'ELEMENTARY SCHOOL GROUNDS.  IT IS 44 FEET WEST OF THE NORTH-SOUTH
 BK2763'FENCE LINE, 9 FEET WEST OF THE CURB OF THE FIELD TRACK, 89.5 FEET
 BK2763'NORTHWEST OF THE NORTH END OF A CYCLONE FENCE.  IT IS A DISK
 BK2763'STAMPED MAURICE 2 1969, 1974 SET IN THE TOP OF A ROUND CONCRETE
 BK2763'POST FLUSH WITH THE GROUND.
 BK2763'
 BK2763'REFERENCE MARK NO. 3 IS 88.38 FEET NORTH-NORTHEAST OF THE STATION.
 BK2763'IT IS 12 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 161 FEET NORTH OF
 BK2763'THE NORTH END OF A CYCLONE FENCE, 63 FEET NORTHEAST OF THE CURB OF
 BK2763'THE FIELD TRACK.  IT IS A REFERENCE MARK DISK, STAMPED MAURICE 2 NO 3
 BK2763'1969, FLUSH WITH THE GROUND.
 BK2763'
 BK2763'REFERENCE MARK NO. 4 IS 93.33 FEET SOUTH-SOUTHWEST OF THE STATION.
 BK2763'IT IS 97 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 71 FEET WEST OF
 BK2763'THE CURB OF THE FIELD TRACK, 34 FEET NORTHWEST OF THE WEST CORNER OF
 BK2763'THE BACK STOP FOR THE BASE BALL DIAMOND.  IT IS A REFERENCE MARK
 BK2763'DISK, STAMPED MAURICE 2 NO. 4 1969, FLUSH WITH THE GROUND.
 BK2763'
 BK2763'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 167 AND
 BK2763'STATE HIGHWAY 92 IN MAURICE, GO SOUTH ON U. S. HIGHWAY 167 FOR 0.2
 BK2763'MILE TO JOSEPH STREET, TURN LEFT ON JOSEPH STREET FOR 1 BLOCK, TURN
 BK2763'LEFT FOR ABOUT 75 YARDS, TURN RIGHT INTO THE SCHOOL YARD THROUGH
 BK2763'THE GATE AND GO EAST TO THE EAST SIDE OF THE SCHOOL YARD TO THE
 BK2763'STATION AT THE NORTHEAST EDGE OF THE FIELD TRACK.
 BK2763'
 BK2763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MAURICE.
 BK2763
 BK2763                          STATION RECOVERY (1991)
 BK2763
 BK2763'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2763'RECOVERED IN GOOD CONDITION.
 BK2763
 BK2763                          STATION RECOVERY (1997)
 BK2763
 BK2763'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 BK2763'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF MAURICE, AT THE
 BK2763'NORTHEAST CORNER OF A TRACK AND BASEBALL FIELD AT THE MAURICE
 BK2763'ELEMENTARY SCHOOL.  OWNERSHIP--VERMILION PARISH SCHOOL BOARD.  TO
 BK2763'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 167 AND STATE
 BK2763'HIGHWAY 92 IN MAURICE, GO SOUTH FOR 0.2 MI (0.3 KM) ON HIGHWAY 167 TO
 BK2763'THE JUNCTION WITH JOSEPH STREET, TURN LEFT AND GO EAST FOR 0.10 MI
 BK2763'(0.16 KM) ON JOSEPH STREET TO THE SCHOOL ON THE RIGHT AND THE STATION
 BK2763'ON THE EAST SIDE OF THE SCHOOL.  THE STATION IS 224.5 FT (68.4 M)
 BK2763'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 88.5
 BK2763'FT (27.0 M) SOUTH-SOUTHWEST FROM RM 3, 50.5 FT (15.4 M) EAST-NORTHEAST
 BK2763'FROM A 14-INCH OAK TREE, 46.0 FT (14.0 M) WEST FROM A NORTH-SOUTH
 BK2763'CHAIN LINK FENCE, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH
 BK2763'THE STREET.  REFERENCE MARK NO 3 IS 123.0 FT (37.5 M) NORTHEAST FROM A
 BK2763'14-INCH OAK TREE, 13.0 FT (4.0 M) WEST FROM A NORTH-SOUTH CHAIN LINK
 BK2763'FENCE AND RECESSED ABOUT 2 INCHES BELOW THE GROUND SURFACE.  REFERENCE
 BK2763'MARK NO 4 IS 170.0 FT (51.8 M) EAST FROM A 4.0 FT (1.2 M) OAK TREE,
 BK2763'98.5 FT (30.0 M) WEST FROM A NORTH-SOUTH CHAIN LINK FENCE, 93.5 FT
 BK2763'(28.5 M) SOUTHWEST FROM STATION MAURICE 2, 69.0 FT (21.0 M) SOUTH FROM
 BK2763'A 14-INCH OAK TREE AND RECESSED ABOUT 1.0 FT (0.3 M) BELOW THE GROUND
 BK2763'SURFACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6543 ***********************************************************************
 AH6543  DESIGNATION -  MAURICE AZ MK
 AH6543  PID         -  AH6543
 AH6543  STATE/COUNTY-  LA/TERREBONNE
 AH6543  USGS QUAD   -  GRAY (1980)
 AH6543
 AH6543                         *CURRENT SURVEY CONTROL
 AH6543  ___________________________________________________________________
 AH6543* NAD 83(1992)-  29 41 11.09540(N)    090 45 17.54262(W)     ADJUSTED  
 AH6543* NAVD 88     -         3.0  **(meters)      10.   **(feet)  GPS OBS   
 AH6543  **This station is located in a subsidence area (see below).
 AH6543  ___________________________________________________________________
 AH6543  X           -     -73,060.411 (meters)                     COMP
 AH6543  Y           -  -5,545,053.652 (meters)                     COMP
 AH6543  Z           -   3,140,211.406 (meters)                     COMP
 AH6543  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6543  ELLIP HEIGHT-         -22.59  (meters)          (02/21/02) GPS OBS
 AH6543  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH6543
 AH6543  HORZ ORDER  -  FIRST
 AH6543  ELLP ORDER  -  FIFTH     CLASS I
 AH6543
 AH6543.The horizontal coordinates were established by GPS observations
 AH6543.and adjusted by the National Geodetic Survey in December 1998..
 AH6543
 AH6543 ** The orthometric height has not been validated since last determined
 AH6543 ** by differential leveling and should not be used for control purposes.
 AH6543 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6543 ** area with valid NAVD 88 orthometric heights.
 AH6543 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6543 ** epoch indicated which incorporates improved geoid heights for the
 AH6543 ** Southern Louisiana Subsidence area.
 AH6543 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6543.The orthometric height was determined by GPS observations and a
 AH6543.high-resolution geoid model.
 AH6543
 AH6543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6543
 AH6543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6543
 AH6543.The ellipsoidal height was determined by GPS observations
 AH6543.and is referenced to NAD 83.
 AH6543
 AH6543.The geoid height was determined by GEOID03.
 AH6543
 AH6543;                    North         East     Units Scale Factor Converg.
 AH6543;SPC LA S     -   131,649.336 1,055,984.574   MT  0.99994071   +0 17 21.3
 AH6543;SPC LA S     -   431,919.53  3,464,509.39   sFT  0.99994071   +0 17 21.3
 AH6543;UTM  15      - 3,286,147.105   717,243.384   MT  1.00018234   +1 06 44.4
 AH6543
 AH6543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6543!SPC LA S     -   1.00000355  x   0.99994071  =   0.99994426
 AH6543!UTM  15      -   1.00000355  x   1.00018234  =   1.00018589
 AH6543
 AH6543                          SUPERSEDED SURVEY CONTROL
 AH6543
 AH6543  ELLIP H (12/17/98)  -22.57   (m)                       GP(       ) 4 2
 AH6543
 AH6543.Superseded values are not recommended for survey control.
 AH6543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6543.See file dsdata.txt to determine how the superseded data were derived.
 AH6543
 AH6543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1724386147(NAD 83)
 AH6543_MARKER: DD = SURVEY DISK
 AH6543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6543_STAMPING: MAURICE AZ MK 1993
 AH6543_MARK LOGO: TPCG  
 AH6543_PROJECTION: FLUSH
 AH6543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6543+STABILITY: SURFACE MOTION
 AH6543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6543+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6543
 AH6543  HISTORY     - Date     Condition        Report By
 AH6543  HISTORY     - 1993     MONUMENTED       GSENG
 AH6543
 AH6543                          STATION DESCRIPTION
 AH6543
 AH6543'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6543'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6543'LA. HIGHWAY 316, (TOWNSHIP 16 SOUTH RANGE 17 EAST SECTION 17).
 AH6543'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.2 FT BELOW
 AH6543'THE LEVEL OF THE GROUND. MONUMENT IS 29.41 FT (8.96 M) NORTHEAST OF
 AH6543'THE CENTERLINE OF LA. HIGHWAY 316, 8.67 FT (2.64 M) WEST OF THE EAST
 AH6543'END OF A 15 INCH CORRUGATED METAL PIPE, 105.48 FT (32.15 M) NORTHWEST
 AH6543'OF A NAIL/SHINER IN A POWER POLE, 86.80 FT (26.46 M) SOUTHEAST OF A
 AH6543'L.D.H. RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2757 ***********************************************************************
 BK2757  DESIGNATION -  MAURICE CATHOLIC CHURCH SPIRE
 BK2757  PID         -  BK2757
 BK2757  STATE/COUNTY-  LA/VERMILION
 BK2757  USGS QUAD   -  MILTON (1994)
 BK2757
 BK2757                         *CURRENT SURVEY CONTROL
 BK2757  ___________________________________________________________________
 BK2757* NAD 83(1992)-  30 06 27.00215(N)    092 07 29.74507(W)     ADJUSTED  
 BK2757* NAVD 88     -                                                        
 BK2757  **This station is located in a subsidence area (see below).
 BK2757  ___________________________________________________________________
 BK2757  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BK2757  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2757
 BK2757  HORZ ORDER  -  THIRD
 BK2757
 BK2757.The horizontal coordinates were established by classical geodetic methods
 BK2757.and adjusted by the National Geodetic Survey in January 1993..
 BK2757
 BK2757 ** The orthometric height has not been validated since last determined
 BK2757 ** by differential leveling and should not be used for control purposes.
 BK2757 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2757 ** area with valid NAVD 88 orthometric heights.
 BK2757 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2757 ** epoch indicated which incorporates improved geoid heights for the
 BK2757 ** Southern Louisiana Subsidence area.
 BK2757 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2757
 BK2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2757
 BK2757.The geoid height was determined by GEOID03.
 BK2757
 BK2757;                    North         East     Units Scale Factor Converg.
 BK2757;SPC LA S     -   178,445.847   923,710.456   MT  0.99992747   -0 23 44.9
 BK2757;SPC LA S     -   585,451.08  3,030,540.05   sFT  0.99992747   -0 23 44.9
 BK2757;UTM  15      - 3,331,020.359   584,309.082   MT  0.99968769   +0 26 20.3
 BK2757
 BK2757                          SUPERSEDED SURVEY CONTROL
 BK2757
 BK2757  NAD 83(1986)-  30 06 27.02171(N)    092 07 29.73918(W) AD(       ) 4
 BK2757  NAD 27      -  30 06 26.29065(N)    092 07 29.29922(W) AD(       ) 3
 BK2757
 BK2757.Superseded values are not recommended for survey control.
 BK2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2757.See file dsdata.txt to determine how the superseded data were derived.
 BK2757
 BK2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8430931020(NAD 83)
 BK2757_MARKER: 90 = CHURCH SPIRE
 BK2757
 BK2757  HISTORY     - Date     Condition        Report By
 BK2757  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2757  HISTORY     - 20030104 MARK NOT FOUND   USPSQD
 BK2757
 BK2757                          STATION DESCRIPTION
 BK2757
 BK2757'DESCRIBED BY US POWER SQUADRON 2003 (CHN)
 BK2757'LA CHAPELLE A' MAURICE CONSTRUCTED IN 1889 NO LONGER EXISTS AND A NEW
 BK2757'CATHOLIC CHURCH BUILDING STANDS IN IT'S PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2838 ***********************************************************************
 BK2838  DESIGNATION -  MAXIE ATT MW KTF 66 MAST
 BK2838  PID         -  BK2838
 BK2838  STATE/COUNTY-  LA/ACADIA
 BK2838  USGS QUAD   -  IOTA (1987)
 BK2838
 BK2838                         *CURRENT SURVEY CONTROL
 BK2838  ___________________________________________________________________
 BK2838* NAD 83(1992)-  30 18 28.04868(N)    092 22 50.31036(W)     ADJUSTED  
 BK2838* NAVD 88     -                                                        
 BK2838  **This station is located in a subsidence area (see below).
 BK2838  ___________________________________________________________________
 BK2838  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK2838  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2838
 BK2838  HORZ ORDER  -  THIRD
 BK2838
 BK2838.The horizontal coordinates were established by classical geodetic methods
 BK2838.and adjusted by the National Geodetic Survey in January 1993..
 BK2838
 BK2838 ** The orthometric height has not been validated since last determined
 BK2838 ** by differential leveling and should not be used for control purposes.
 BK2838 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2838 ** area with valid NAVD 88 orthometric heights.
 BK2838 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2838 ** epoch indicated which incorporates improved geoid heights for the
 BK2838 ** Southern Louisiana Subsidence area.
 BK2838 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2838
 BK2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2838
 BK2838.The geoid height was determined by GEOID03.
 BK2838
 BK2838;                    North         East     Units Scale Factor Converg.
 BK2838;SPC LA S     -   200,844.585   899,269.839   MT  0.99994004   -0 31 25.2
 BK2838;SPC LA S     -   658,937.61  2,950,354.46   sFT  0.99994004   -0 31 25.2
 BK2838;UTM  15      - 3,353,054.355   559,551.042   MT  0.99964375   +0 18 45.2
 BK2838
 BK2838                          SUPERSEDED SURVEY CONTROL
 BK2838
 BK2838  NAD 83(1986)-  30 18 28.06798(N)    092 22 50.30455(W) AD(       ) 4
 BK2838  NAD 27      -  30 18 27.33832(N)    092 22 49.82949(W) AD(       ) 3
 BK2838
 BK2838.Superseded values are not recommended for survey control.
 BK2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2838.See file dsdata.txt to determine how the superseded data were derived.
 BK2838
 BK2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5955153054(NAD 83)
 BK2838_MARKER: 45 = MICROWAVE TOWER
 BK2838
 BK2838  HISTORY     - Date     Condition        Report By
 BK2838  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2838  HISTORY     - 19910905 GOOD             USPSQD
 BK2838  HISTORY     - 19971017 GOOD             USPSQD
 BK2838
 BK2838                          STATION DESCRIPTION
 BK2838
 BK2838'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2838'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE AMERICAN
 BK2838'TELEPHONE AND TELEGRAPH COMPANY MICROWAVE TOWER.
 BK2838'
 BK2838'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSS SECTION, PAINTED
 BK2838'ALTERNATELY RED AND WHITE AND 343 FEET HIGH.
 BK2838'
 BK2838'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 98 AND 13
 BK2838'IN MAXIE, GO EAST ON HIGHWAY 98 FOR 0.9 MILE TO THE JUNCTION OF
 BK2838'STATE HIGHWAY 1109.  TURN RIGHT AND GO SOUTH ON HIGHWAY 98 FOR 0.5
 BK2838'MILE TO POINT WHERE HIGHWAY 98 TURNS SHARP LEFT.  CONTINUE STRAIGHT
 BK2838'AHEAD, SOUTH, ON GRAVELED ROAD FOR 0.9 MILE TO THE STATION ON THE
 BK2838'RIGHT.
 BK2838
 BK2838                          STATION RECOVERY (1991)
 BK2838
 BK2838'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2838'RECOVERED IN GOOD CONDITION.
 BK2838
 BK2838                          STATION RECOVERY (1997)
 BK2838
 BK2838'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2837 ***********************************************************************
 BK2837  DESIGNATION -  MAXIE TV STA KLFY MAST
 BK2837  PID         -  BK2837
 BK2837  STATE/COUNTY-  LA/ACADIA
 BK2837  USGS QUAD   -  IOTA (1987)
 BK2837
 BK2837                         *CURRENT SURVEY CONTROL
 BK2837  ___________________________________________________________________
 BK2837* NAD 83(1992)-  30 19 20.80773(N)    092 22 40.41367(W)     ADJUSTED  
 BK2837* NAVD 88     -                                                        
 BK2837  **This station is located in a subsidence area (see below).
 BK2837  ___________________________________________________________________
 BK2837  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK2837  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2837
 BK2837  HORZ ORDER  -  THIRD
 BK2837
 BK2837.The horizontal coordinates were established by classical geodetic methods
 BK2837.and adjusted by the National Geodetic Survey in January 1993..
 BK2837
 BK2837 ** The orthometric height has not been validated since last determined
 BK2837 ** by differential leveling and should not be used for control purposes.
 BK2837 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2837 ** area with valid NAVD 88 orthometric heights.
 BK2837 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2837 ** epoch indicated which incorporates improved geoid heights for the
 BK2837 ** Southern Louisiana Subsidence area.
 BK2837 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2837
 BK2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2837
 BK2837.The geoid height was determined by GEOID03.
 BK2837
 BK2837;                    North         East     Units Scale Factor Converg.
 BK2837;SPC LA S     -   202,466.660   899,549.047   MT  0.99994144   -0 31 20.3
 BK2837;SPC LA S     -   664,259.37  2,951,270.50   sFT  0.99994144   -0 31 20.3
 BK2837;UTM  15      - 3,354,679.851   559,806.469   MT  0.99964413   +0 18 50.7
 BK2837
 BK2837                          SUPERSEDED SURVEY CONTROL
 BK2837
 BK2837  NAD 83(1986)-  30 19 20.82699(N)    092 22 40.40772(W) AD(       ) 4
 BK2837  NAD 27      -  30 19 20.09458(N)    092 22 39.93632(W) AD(       ) 3
 BK2837
 BK2837.Superseded values are not recommended for survey control.
 BK2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2837.See file dsdata.txt to determine how the superseded data were derived.
 BK2837
 BK2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5980654680(NAD 83)
 BK2837
 BK2837  HISTORY     - Date     Condition        Report By
 BK2837  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2837  HISTORY     - 1974     GOOD             NGS
 BK2837  HISTORY     - 19910905 GOOD             USPSQD
 BK2837  HISTORY     - 19971017 GOOD             USPSQD
 BK2837
 BK2837                          STATION DESCRIPTION
 BK2837
 BK2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2837'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST, IT IS A
 BK2837'STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED
 BK2837'ALTERNATE RED AND WHITE AND IS 1298 FEET IN HEIGHT.
 BK2837'
 BK2837'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9813 IN
 BK2837'MAXIE, TURN RIGHT AND GO EAST ON STATE HIGHWAY 98 FOR 0.9 MILE TO
 BK2837'THE JUNCTION OF STATE HIGHWAYS 98 AND 1109, TURN RIGHT ON HIGHWAY 98
 BK2837'AND GO SOUTH FOR 0.4 MILE TO A GRAVELED ROAD ON THE LEFT, TURN
 BK2837'LEFT AND GO EAST FOR 0.2 MILE AND THE STATION.
 BK2837
 BK2837                          STATION RECOVERY (1974)
 BK2837
 BK2837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2837'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE MAST IS 1771
 BK2837'FEET HIGH INSTEAD OF THE 1298 FEET LISTED IN THE 1969 DESCRIPTION BY
 BK2837'L. G. B.
 BK2837'
 BK2837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 BK2837'EAST-SOUTHEAST OF MAXIE.
 BK2837
 BK2837                          STATION RECOVERY (1991)
 BK2837
 BK2837'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2837'RECOVERED IN GOOD CONDITION.
 BK2837
 BK2837                          STATION RECOVERY (1997)
 BK2837
 BK2837'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4206 ***********************************************************************
 BJ4206  DESIGNATION -  MAY
 BJ4206  PID         -  BJ4206
 BJ4206  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4206  USGS QUAD   -  SPRING CREEK (1983)
 BJ4206
 BJ4206                         *CURRENT SURVEY CONTROL
 BJ4206  ___________________________________________________________________
 BJ4206* NAD 83(1992)-  30 58 34.72739(N)    090 24 35.50673(W)     ADJUSTED  
 BJ4206* NAVD 88     -       107.23   (+/-2cm)     351.8    (feet)  VERTCON   
 BJ4206  ___________________________________________________________________
 BJ4206  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BJ4206  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4206
 BJ4206  HORZ ORDER  -  FIRST
 BJ4206  VERT ORDER  -  THIRD ? (See Below)
 BJ4206
 BJ4206.The horizontal coordinates were established by classical geodetic methods
 BJ4206.and adjusted by the National Geodetic Survey in May 1994..
 BJ4206
 BJ4206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4206.The vertical order pertains to the NGVD 29 superseded value.
 BJ4206
 BJ4206.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4206
 BJ4206.The geoid height was determined by GEOID03.
 BJ4206
 BJ4206;                    North         East     Units Scale Factor Converg.
 BJ4206;SPC LA S     -   274,853.865 1,088,222.406   MT  1.00007044   +0 27 42.3
 BJ4206;SPC LA S     -   901,749.72  3,570,276.34   sFT  1.00007044   +0 27 42.3
 BJ4206;SPC MS W     -   163,653.235   692,689.651   MT  0.99995066   -0 02 21.8
 BJ4206;SPC MS W     -   536,918.99  2,272,599.30   sFT  0.99995066   -0 02 21.8
 BJ4206;UTM  15      - 3,429,855.859   747,371.188   MT  1.00035489   +1 20 01.6
 BJ4206
 BJ4206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4206!SPC LA S     -   0.99998742  x   1.00007044  =   1.00005786
 BJ4206!SPC MS W     -   0.99998742  x   0.99995066  =   0.99993808
 BJ4206!UTM  15      -   0.99998742  x   1.00035489  =   1.00034231
 BJ4206
 BJ4206:                Primary Azimuth Mark                     Grid Az
 BJ4206:SPC LA S     -  MAY AZ MK                                130 11 10.5
 BJ4206:SPC MS W     -  MAY AZ MK                                130 41 14.6
 BJ4206:UTM  15      -  MAY AZ MK                                129 18 51.2
 BJ4206
 BJ4206|---------------------------------------------------------------------|
 BJ4206| PID    Reference Object                     Distance      Geod. Az  |
 BJ4206|                                                           dddmmss.s |
 BJ4206| CW2082 MAY AZ MK                                          1303852.8 |
 BJ4206| BJ4205 TT 51 TX RESET USGS 1958             13.458 METERS 19346     |
 BJ4206| BJ4204 TT 51 TX USGS 1939                   22.266 METERS 22558     |
 BJ4206| BJ4539 KENTWOOD MUNICIPAL TANK             APPROX.10.9 KM 2474956.9 |
 BJ4206| BW2264 OSYKA MUNICIPAL TANK                APPROX. 7.0 KM 2981019.9 |
 BJ4206| CW2083 MAY RM 1                             25.405 METERS 31239     |
 BJ4206|---------------------------------------------------------------------|
 BJ4206
 BJ4206                          SUPERSEDED SURVEY CONTROL
 BJ4206
 BJ4206  NAD 83(1992)-  30 58 34.73259(N)    090 24 35.50533(W) AD(       ) 1
 BJ4206  NAD 83(1986)-  30 58 34.74271(N)    090 24 35.50292(W) AD(       ) 1
 BJ4206  NAD 27      -  30 58 34.10072(N)    090 24 35.16496(W) AD(       ) 1
 BJ4206  NGVD 29 (07/19/86)  107.25   (m)          351.9    (f) LEVELING    3  
 BJ4206
 BJ4206.Superseded values are not recommended for survey control.
 BJ4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4206.See file dsdata.txt to determine how the superseded data were derived.
 BJ4206
 BJ4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4737129856(NAD 83)
 BJ4206_MARKER: DS = TRIANGULATION STATION DISK
 BJ4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4206
 BJ4206  HISTORY     - Date     Condition        Report By
 BJ4206  HISTORY     - 1939     MONUMENTED       CGS
 BJ4206  HISTORY     - 1954     GOOD             CGS
 BJ4206  HISTORY     - 1958     GOOD             CGS
 BJ4206  HISTORY     - 1966     GOOD             CGS
 BJ4206
 BJ4206                          STATION DESCRIPTION
 BJ4206
 BJ4206'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4206'THE STATION IS ON LAND OWNED BY W.J. MAY, IN SEC. 9, T 1 S,
 BJ4206'R 8 E.  5 MILES E AND 3 MILES N OF KENTWOOD, 1-1/4 MILES
 BJ4206'S OF THE MISSISSIPPI AND LOUISIANA STATE LINE.  THE STATION
 BJ4206'IS IN THE WOODS, 91 FEET N OF THE CENTER OF THE GRAVEL ROAD,
 BJ4206'75 FEET E OF A PICKET FENCE AND FIELD, AND 114 FEET NE OF
 BJ4206'THE INTERSECTION OF THE GRAVEL ROAD AND N AND S LAND ROAD.
 BJ4206'THE MARK PROJECTS 4 INCHES AND IS STAMPED
 BJ4206'MAY 1939.
 BJ4206'
 BJ4206'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4206'DISKS SET IN CONCRETE.
 BJ4206'
 BJ4206'REFERENCE MARK NO. 1 IS 83.36 FEET WNW OF THE STATION AND
 BJ4206'1 FOOT E OF A PICKET FENCE AND FIELD.  THE MARK
 BJ4206'PROJECTS 6 INCHES AND IS STAMPED MAY NO. 1 1939.  REFERENCE
 BJ4206'MARK NO. 2 IS 73.05 FEET SSW OF THE STATION AND IS A STANDARD
 BJ4206'U.S. GEOLOGICAL SURVEY BENCH MARK.  IT IS 10 FEET N OF THE BANK
 BJ4206'ON THE N SIDE OF THE GRAVEL ROAD.  THE MARK, IS IN AN 8-INCH
 BJ4206'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND AND IS
 BJ4206'A STAMPED TT 51 TX-1939.
 BJ4206'
 BJ4206'THE AZIMUTH MARK IS ABOUT 0.3 MILE SE OF THE STATION, 1 FOOT
 BJ4206'W OF THE N-S FENCE AND 22 FEET SW OF A 10-INCH TRIANGULAR-BLAZED
 BJ4206'LONG LEAF PINE TREE.  THE MARK PROJECTS 6 INCHES
 BJ4206'AND IS STAMPED MAY 1939.
 BJ4206'
 BJ4206'TO REACH THE STATION FROM KENTWOOD, AT THE MAIN CORNER AND
 BJ4206'TRAFFIC LIGHT, DRIVE N ON U.S. HIGHWAY 51 FOR 3.2 MILES,
 BJ4206'THEN TAKE GRAVEL T-ROAD RIGHT (E) FOR 0.1 MILE, THEN TURN
 BJ4206'LEFT AT A CHURCH AND DRIVE 0.25 MILE, AND THEN TAKE T-ROAD RIGHT
 BJ4206'AND FOLLOW MAIN GRAVEL ROAD E FOR 4.35 MILES TO THE STATION
 BJ4206'WHICH IS NEAR C.E. ADAMS MAIL BOX.
 BJ4206'
 BJ4206'TO REACH FROM THE STATION GO E ON THE MAIN GRAVEL ROAD FOR
 BJ4206'0.25 MILE, AND THEN TURN S ALONG THE FENCE ROAD FOR 0.1
 BJ4206'MILE TO THE AZIMUTH MARK ON THE CENTER OF A FLAT RIDGE RUNNING
 BJ4206'E AND W.  THERE IS A FIELD TO THE W AND A WOODS TO THE E.
 BJ4206'
 BJ4206'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4206
 BJ4206                          STATION RECOVERY (1954)
 BJ4206
 BJ4206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4206'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4206'CONDITION.  THE PICKET FENCE MENTIONED IN THE ORIGINAL DESCRIPTION
 BJ4206'HAS BEEN TAKEN DOWN.  A NEW DESCRIPTION FOLLOWS--
 BJ4206'
 BJ4206'THE STATION IS LOCATED ABOUT 8 MI. NE OF KENTWOOD, ON PROPERTY
 BJ4206'OWNED BY W.J. MAY, ABOUT 0.3 MI. E OF MR. MAYS HOME, AND IN A
 BJ4206'SPARSELY WOODED AREA N OF AN E-W ROAD.  IT IS 90 FT. N OF THE
 BJ4206'CENTERLINE OF STATE ROAD 313, 78 FT. E OF THE E EDGE OF A
 BJ4206'FIELD, AND 115 FT. NE OF THE INTERSECTION OF THE ROAD AND A
 BJ4206'N-S DITCH.  IT IS A STANDARD DISK, STAMPED MAY 1939 AND
 BJ4206'PROJECTING 6 IN.
 BJ4206'
 BJ4206'REFERENCE MARK 1 IS 83.36 FT. NW OF THE STATION, AT THE E EDGE
 BJ4206'OF A FIELD.  IT IS 124 FT. N OF THE CENTERLINE OF THE STATE
 BJ4206'ROAD.  IT IS A STANDARD DISK, STAMPED MAY NO 1 1939 AND
 BJ4206'PROJECTING 4 IN.
 BJ4206'
 BJ4206'REFERENCE MARK 2 (TT 51 TX 1939 U.S.G.S.) IS 73.05 FT. S-SW
 BJ4206'OF THE STATION, 25 FT. N OF THE CENTERLINE OF THE ROAD, 11
 BJ4206'FT. E OF A LONE OAK TREE, AND 11 FT. N OF THE N BANK OF THE
 BJ4206'ROAD.  IT IS A U.S. GEOLOGICAL SURVEY STANDARD BENCH-MARK DISK,
 BJ4206'STAMPED TT 51 TX 1939 AND SET IN THE TOP OF AN 8-IN. SQUARE
 BJ4206'CONCRETE POST PROJECTING 4 IN.
 BJ4206'
 BJ4206'THE AZIMUTH MARK IS 0.3 MI. SE OF THE STATION, 12 FT. W OF
 BJ4206'A N-S FENCE LINE, 0.1 MI. S OF THE ROAD, AND 21 FT. SW OF A
 BJ4206'LONE PINE TREE.  IT IS A STANDARD DISK, STAMPED MAY 1939 AND
 BJ4206'PROJECTING 6 IN.
 BJ4206'
 BJ4206'TO REACH THE STATION FROM KENTWOOD, GO N ON U.S. HIGHWAY 51
 BJ4206'FOR 3.2 MI. TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.1 MI.,
 BJ4206'TURN LEFT AND GO 0.25 MI., TURN RIGHT AND GO 4.35 MI. TO THE
 BJ4206'STATION ON THE LEFT, CONTINUE 0.25 MI. TO THE AZIMUTH MARK
 BJ4206'ON THE RIGHT.
 BJ4206
 BJ4206                          STATION RECOVERY (1958)
 BJ4206
 BJ4206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BJ4206'THE STATION WAS VISITED 3-3-58 AND ALL MARKS WERE FOUND IN
 BJ4206'GOOD CONDITION.  U.S. GEOLOGICAL TRAVERSE STATION TT 51 TX
 BJ4206'1939 WHICH WAS USED AS REFERENCE MARK NO. 2 WAS MOVED AT
 BJ4206'THIS DATE AT THE REQUEST OF THE LOUISIANA STATE HIGHWAY
 BJ4206'DEPARTMENT.  TT 51 TX RESET WAS USED AS REFERENCE MARK NO. 3.
 BJ4206'A NEW DESCRIPTION FOLLOWS--
 BJ4206'
 BJ4206'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF KENTWOOD, 7
 BJ4206'MILES WEST OF MT. HERMON, 1.25 MILE SOUTH OF THE
 BJ4206'MISSISSIPPI-LOUISIANA STATE LINE, IN THE SOUTHWEST QUARTER
 BJ4206'OF SEC. 9.  T 1 E, R. 8 E., NEAR THE SOUTHEAST CORNER OF A
 BJ4206'CULTIVATED FIELD AND IN THE SOUTHWEST CORNER OF A WOODED AREA,
 BJ4206'AND ABOUT 0.15 MILE EAST OF A FARM HOUSE.  IT IS 85 FEET NORTH
 BJ4206'OF THE CENTERLINE OF THE ROAD, 78 FEET EAST OF THE EAST EDGE
 BJ4206'OF A CULTIVATED FIELD, AND 66 FEET EAST OF A FORKED OAK TREE.
 BJ4206'IT IS A STANDARD DISK, STAMPED MAY 1939, PROJECTING 2 INCHES.
 BJ4206'
 BJ4206'REFERENCE MARK NO. 1 IS 83.36 FEET WEST-NORTHWEST OF THE STATION,
 BJ4206'118 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET EAST
 BJ4206'OF THE EAST EDGE OF THE CULTIVATED FIELD, AND 33 FEET
 BJ4206'NORTH-NORTHWEST OF A FORKED OAK TREE.  IT IS A STANDARD DISK,
 BJ4206'STAMPED MAY NO 1 1939, PROJECTING 4 INCHES.
 BJ4206'
 BJ4206'TT 51 TX RESET 1958 (USGS) IS 44.16 FEET SOUTH OF THE STATION,
 BJ4206'41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 83 FEET EAST-SOUTHEAST
 BJ4206'OF A FORKED OAK TREE, 81 FEET EAST OF THE SOUTHEAST CORNER OF
 BJ4206'THE CULTIVATED FIELD.  IT IS A STANDARD U.S. GEOLOGICAL
 BJ4206'TRAVERSE STATION DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BJ4206'POST PROJECTING 6 INCHES.  IT IS STAMPED TT 51 TX RESET 1958.
 BJ4206'
 BJ4206'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 150
 BJ4206'PACES SOUTH OF THE CENTER OF THE ROAD IN A PASTURE, 14 FEET
 BJ4206'WEST OF A FENCE LINE, 52 FEET SOUTH-SOUTHWEST OF A T FENCE
 BJ4206'CORNER AND 21 FEET SOUTH-SOUTHWEST OF AN 18-INCH PINE TREE.
 BJ4206'IT IS A STANDARD DISK, STAMPED MAY 1939, PROJECTING 4 INCHES.
 BJ4206'
 BJ4206'TO REACH THE STATION FROM THE MAIN INTERSECTION IN KENTWOOD,
 BJ4206'GO NORTH ON U.S. HIGHWAY 51 FOR 3.4 MILES TO THE JUNCTION
 BJ4206'WITH STATE HIGHWAY 1054, TURN RIGHT AND GO EAST ON STATE
 BJ4206'HIGHWAY 1054 FOR 3.75 MILES TO THE STATION ON THE LEFT.
 BJ4206'
 BJ4206'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY
 BJ4206'FOR 0.25 MILE THEN WALK SOUTH 150 PACES TO THE MARK IN A PASTURE.
 BJ4206
 BJ4206                          STATION RECOVERY (1966)
 BJ4206
 BJ4206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4206'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION EXCEPT
 BJ4206'REFERENCE MARK NUMBER 2 WHICH IS THE U. S. GEOLOGICAL BENCH MARK
 BJ4206'TT 51 TX 1939.  THE BENCH MARK HAS BEEN MOVED TO A POINT CLOSER TO
 BJ4206'THE STATION MARK AND STAMPED TT 51 TX RESET 1958.
 BJ4206'
 BJ4206'LAND ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY A
 BJ4206'MR. WILLIAM MAY JR. OF NEW ORLEANS, LOUISIANA.
 BJ4206'
 BJ4206'STATION MARK DISK IS STAMPED MAY 1939, SET IN THE TOP OF A SQUARE
 BJ4206'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  MARK IS 124 FEET
 BJ4206'NORTH-NORTHWEST OF A POWERLINE POLE THAT IS ON THE SOUTH SIDE OF
 BJ4206'STATE HIGHWAY 1055, 85 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 BJ4206'1055, 66.5 FEET EAST OF A 36-INCH TWIN TRUNK OAK TREE, 41.0 FEET
 BJ4206'NORTH-NORTHWEST OF A 12-INCH TRIANGULAR BLAZED PINE TREE AND 9.0
 BJ4206'FEET EAST OF A 12-INCH PINE TREE.
 BJ4206'
 BJ4206'REFERENCE MARK NUMBER 1 DISK IS STAMPED MAY NO 1 1939, SET IN THE TOP
 BJ4206'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.  MARK IS
 BJ4206'117 FEET NORTH OF THE CENTER OF HIGHWAY 1055 AND 32.0 FEET NORTH OF
 BJ4206'THE TWIN TRUNK OAK TREE.
 BJ4206'
 BJ4206'REFERENCE MARK NUMBER 2 (USGS) BENCH MARK IS A ROUND CONCRETE
 BJ4206'MONUMENT PROJECTING ABOUT 2 INCHES.  MARK IS 41 FEET NORTH OF THE
 BJ4206'CENTER OF HIGHWAY 1055 AND 17.5 FEET WEST OF THE TRIANGULAR
 BJ4206'BLAZED PINE TREE.
 BJ4206'
 BJ4206'AZIMUTH MARK DISK IS STAMPED MAY 1939, SET IN THE TOP OF A SQUARE
 BJ4206'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.  MARK IS ABOUT 168
 BJ4206'PACES SOUTH OF THE CENTER OF STATE HIGHWAY 1055, INSIDE A FENCED
 BJ4206'PASTURE, 22.0 FEET SOUTHWEST OF A 14-INCH PINE TREE AND 13.7 FEET
 BJ4206'WEST OF A NORTH-SOUTH FENCELINE.
 BJ4206'
 BJ4206'STATION IS REACHED FROM THE JUNCTION OF U. S. HIGHWAY 51 AND STATE
 BJ4206'HIGHWAY 10 IN THE TOWN OF KENTWOOD.  GO NORTH ON HIGHWAY 51 FOR 3.25
 BJ4206'MILES TO THE JUNCTION WITH STATE HIGHWAY 1054 ON THE RIGHT.  TURN
 BJ4206'RIGHT AND GO EAST ON HIGHWAY 1054 FOR 3.7 MILES TO THE JUNCTION
 BJ4206'WITH STATE HIGHWAY 1055.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 1055
 BJ4206'FOR 0.85 MILE TO THE STATION MARK ON THE LEFT.  CONTINUE STRAIGHT
 BJ4206'AHEAD ON HIGHWAY 1055 FOR 0.2 MILE TO A HOUSE ON THE LEFT, A
 BJ4206'MAIL BOX AND T-FENCE CORNER ON THE RIGHT.  PACK SOUTH, ALONG A
 BJ4206'NORTH-SOUTH FENCELINE FOR ABOUT 168 PACES TO THE AZIMUTH
 BJ4206'MARK, AS DESCRIBED ABOVE.
 BJ4206'
 BJ4206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4206'
 BJ4206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 BJ4206'OF KENTWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3075 ***********************************************************************
 BX3075  DESIGNATION -  MAYEAUX
 BX3075  PID         -  BX3075
 BX3075  STATE/COUNTY-  LA/NATCHITOCHES
 BX3075  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX3075
 BX3075                         *CURRENT SURVEY CONTROL
 BX3075  ___________________________________________________________________
 BX3075* NAD 83(1992)-  31 44 18.96329(N)    093 05 58.16106(W)     ADJUSTED  
 BX3075* NAVD 88     -        35.3    (meters)     116.     (feet)  VERTCON   
 BX3075  ___________________________________________________________________
 BX3075  X           -    -293,565.536 (meters)                     COMP
 BX3075  Y           -  -5,421,427.400 (meters)                     COMP
 BX3075  Z           -   3,335,820.583 (meters)                     COMP
 BX3075  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BX3075  ELLIP HEIGHT-           9.26  (meters)          (01/02/04) GPS OBS
 BX3075  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX3075
 BX3075  HORZ ORDER  -  THIRD
 BX3075  ELLP ORDER  -  FOURTH    CLASS II
 BX3075
 BX3075.This mark is at Natchitoches Airport (IER)
 BX3075
 BX3075.The horizontal coordinates were established by GPS observations
 BX3075.and adjusted by the National Geodetic Survey in January 1993..
 BX3075
 BX3075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3075
 BX3075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3075
 BX3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3075
 BX3075.The ellipsoidal height was determined by GPS observations
 BX3075.and is referenced to NAD 83.
 BX3075
 BX3075.The geoid height was determined by GEOID03.
 BX3075
 BX3075;                    North         East     Units Scale Factor Converg.
 BX3075;SPC LA N     -   137,486.859   943,197.118   MT  0.99991960   -0 19 01.0
 BX3075;SPC LA N     -   451,071.47  3,094,472.54   sFT  0.99991960   -0 19 01.0
 BX3075;UTM  15      - 3,511,466.478   490,576.150   MT  0.99960110   -0 03 08.4
 BX3075
 BX3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3075!SPC LA N     -   0.99999855  x   0.99991960  =   0.99991815
 BX3075!UTM  15      -   0.99999855  x   0.99960110  =   0.99959965
 BX3075
 BX3075:                Primary Azimuth Mark                     Grid Az
 BX3075:SPC LA N     -  MAYEAUX AZ MK                            166 44 52.9
 BX3075:UTM  15      -  MAYEAUX AZ MK                            166 29 00.3
 BX3075
 BX3075|---------------------------------------------------------------------|
 BX3075| PID    Reference Object                     Distance      Geod. Az  |
 BX3075|                                                           dddmmss.s |
 BX3075| BX3074 MAYEAUX AZ MK                       APPROX. 1.0 KM 1662551.9 |
 BX3075|---------------------------------------------------------------------|
 BX3075
 BX3075                          SUPERSEDED SURVEY CONTROL
 BX3075
 BX3075  ELLIP H (01/21/93)    9.39   (m)                       GP(       ) 4 2
 BX3075  NAD 83(1986)-  31 44 18.97990(N)    093 05 58.15205(W) AD(       ) 3
 BX3075  NAD 27      -  31 44 18.38113(N)    093 05 57.55839(W) AD(       ) 3
 BX3075  NGVD 29 (11/20/87)   35.4    (m)          116.     (f) GPS OBS        
 BX3075
 BX3075.Superseded values are not recommended for survey control.
 BX3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3075.See file dsdata.txt to determine how the superseded data were derived.
 BX3075
 BX3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9057611466(NAD 83)
 BX3075_MARKER: DH = HORIZONTAL CONTROL DISK
 BX3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3075_SP_SET: CONCRETE POST
 BX3075_STAMPING: MAYEAUX 1986
 BX3075_MARK LOGO: NGS   
 BX3075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3075+STABILITY: SURFACE MOTION
 BX3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3075+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1987
 BX3075
 BX3075  HISTORY     - Date     Condition        Report By
 BX3075  HISTORY     - 1986     MONUMENTED       LADTD
 BX3075  HISTORY     - 19861231 GOOD             LADTD
 BX3075  HISTORY     - 19870403 GOOD
 BX3075  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX3075  HISTORY     - 19981026 GOOD             LADTD
 BX3075  HISTORY     - 20010922 GOOD             USPSQD
 BX3075
 BX3075                          STATION DESCRIPTION
 BX3075
 BX3075'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BX3075'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF NATCHITOCHES,
 BX3075'AT THE NATCHITOCHES MUNICIPAL AIRPORT NEAR THE END OF RUNWAY 16.
 BX3075'OWNERSHIP--CITY OF NATCHITOCHES, FOR ENTRANCE INTO THE AIRFIELD
 BX3075'CONTACT MR. BEN MAYEAUX, DIRECTOR OF COMMUNITY AFFAIRS, P.O. BOX
 BX3075'37, NATCHITOCHES, LA. 71457, TELEPHONE 318-353-3661.
 BX3075'
 BX3075'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 1223
 BX3075'IN NATCHITOCHES, GO SOUTH ON HIGHWAY 1223 FOR 0.8 KM (0.5 MI) TO
 BX3075'THE JUNCTION WITH AIRPORT ROAD. TURN RIGHT, WEST, ON AIRPORT ROAD
 BX3075'FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE GATE. TURN LEFT, SOUTH,
 BX3075'ONA TAXIWAY CROSSING THE EAST END OF THE EAST-WEST RUNWAY FOR 0.2
 BX3075'KM (0.15 MI) TO AN EAST-WEST TAXIWAY. TURN RIGHT, WEST, ON THE
 BX3075'TAXIWAY FOR 0.5 KM (0.3 MI) TO THE NORTH-SOUTH RUNWAY TO THE
 BX3075'STATION ON THE WEST SIDE OF THE NORTH-SOUTH RUNWAY.
 BX3075'
 BX3075'THE STATION IS A STANDARD NGS DISK
 BX3075'STAMPED---MAYEAUX 1986---,
 BX3075'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX3075'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BX3075'91.4 METERS (300 FT) SOUTH FROM THE CENTER OF THE EAST-WEST RUNWAY,
 BX3075'51.2 METERS (168 FT) SOUTH-SOUTHWEST FROM A RUNWAY LIGHT,
 BX3075'11.6 METERS (38 FT) NORTHWEST FROM A RUNWAY LIGHT AND
 BX3075'7.6 METERS (25 FT) WEST FROM THE WEST END OF THE NORTH-SOUTH RUNWAY.
 BX3075'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BX3075'STAMPED---MAYEAUX 1986---,
 BX3075'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BX3075'
 BX3075'DESCRIBED BY S.L. CRAIN.
 BX3075
 BX3075                          STATION RECOVERY (1986)
 BX3075
 BX3075'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BX3075'ABOUT 0.2 KM (0.10 MI) SOUTH ON THE TAXIWAY FROM THE NATCHITOCHES
 BX3075'MUNICIPAL AIRPORT OFFICE BUILDING TO AN EAST-WEST TAXIWAY, THENCE WEST
 BX3075'ON THE TAXIWAY FOR 0.5 KM (0.30 MI) TO THE NORTH-SOUTH RUNWAY, WITH
 BX3075'THE STATION MARK STRAIGHT AHEAD OF THE WEST SIDE OF THE NORTH-SOUTH
 BX3075'RUNWAY ON A PROJECTED LINE WEST OF THE CENTERLINE OF TAXYWAY RUNNING
 BX3075'TO AIR STRIP, 91.4 METERS (299.9 FT) SOUTH FROM THE CENTER OF THE
 BX3075'EAST-WEST RUNWAY, 51.2 METERS (168.0 FT) SOUTH-SOUTHWEST OF A RUNWAY
 BX3075'LIGHT, 11.6 METERS (38.1 FT) NORTHWEST OF A RUNWAY LIGHT AND 7.6
 BX3075'METERS (24.9 FT) WEST FROM THE WEST END OF THE NORTH-SOUTH RUNWAY.
 BX3075
 BX3075                          STATION RECOVERY (1987)
 BX3075
 BX3075'RECOVERED 1987
 BX3075'RECOVERED IN GOOD CONDITION.
 BX3075
 BX3075                          STATION RECOVERY (1995)
 BX3075
 BX3075'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX3075'MARK NOT FOUND.
 BX3075
 BX3075                          STATION RECOVERY (1998)
 BX3075
 BX3075'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 BX3075'RECOVERED AS DESCRIBED.
 BX3075
 BX3075                          STATION RECOVERY (2001)
 BX3075
 BX3075'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BX3075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3074 ***********************************************************************
 BX3074  DESIGNATION -  MAYEAUX AZ MK
 BX3074  PID         -  BX3074
 BX3074  STATE/COUNTY-  LA/NATCHITOCHES
 BX3074  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX3074
 BX3074                         *CURRENT SURVEY CONTROL
 BX3074  ___________________________________________________________________
 BX3074* NAD 83(1992)-  31 43 48.22086(N)    093 05 49.47981(W)     ADJUSTED  
 BX3074* NAVD 88     -        34.4    (meters)     113.     (feet)  VERTCON   
 BX3074  ___________________________________________________________________
 BX3074  X           -    -293,364.228 (meters)                     COMP
 BX3074  Y           -  -5,421,936.329 (meters)                     COMP
 BX3074  Z           -   3,335,014.802 (meters)                     COMP
 BX3074  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BX3074  ELLIP HEIGHT-           8.39  (meters)          (01/02/04) GPS OBS
 BX3074  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX3074
 BX3074  HORZ ORDER  -  THIRD
 BX3074  ELLP ORDER  -  FOURTH    CLASS II
 BX3074
 BX3074.This mark is at Natchitoches Airport (IER)
 BX3074
 BX3074.The horizontal coordinates were established by GPS observations
 BX3074.and adjusted by the National Geodetic Survey in January 1993..
 BX3074
 BX3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3074
 BX3074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3074
 BX3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3074
 BX3074.The ellipsoidal height was determined by GPS observations
 BX3074.and is referenced to NAD 83.
 BX3074
 BX3074.The geoid height was determined by GEOID03.
 BX3074
 BX3074;                    North         East     Units Scale Factor Converg.
 BX3074;SPC LA N     -   136,538.803   943,420.390   MT  0.99992007   -0 18 56.4
 BX3074;SPC LA N     -   447,961.06  3,095,205.06   sFT  0.99992007   -0 18 56.4
 BX3074;UTM  15      - 3,510,519.764   490,803.726   MT  0.99960104   -0 03 03.8
 BX3074
 BX3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3074!SPC LA N     -   0.99999868  x   0.99992007  =   0.99991875
 BX3074!UTM  15      -   0.99999868  x   0.99960104  =   0.99959972
 BX3074
 BX3074:                Primary Azimuth Mark                     Grid Az
 BX3074:SPC LA N     -  MAYEAUX                                  346 44 52.9
 BX3074:UTM  15      -  MAYEAUX                                  346 29 00.3
 BX3074
 BX3074|---------------------------------------------------------------------|
 BX3074| PID    Reference Object                     Distance      Geod. Az  |
 BX3074|                                                           dddmmss.s |
 BX3074| BX3075 MAYEAUX                             APPROX. 1.0 KM 3462556.5 |
 BX3074|---------------------------------------------------------------------|
 BX3074
 BX3074                          SUPERSEDED SURVEY CONTROL
 BX3074
 BX3074  ELLIP H (01/21/93)    8.52   (m)                       GP(       ) 4 2
 BX3074  NAD 83(1986)-  31 43 48.23750(N)    093 05 49.47076(W) AD(       ) 3
 BX3074  NAD 27      -  31 43 47.63790(N)    093 05 48.87824(W) AD(       ) 3
 BX3074  NGVD 29 (11/20/87)   34.5    (m)          113.     (f) GPS OBS        
 BX3074
 BX3074.Superseded values are not recommended for survey control.
 BX3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3074.See file dsdata.txt to determine how the superseded data were derived.
 BX3074
 BX3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9080410520(NAD 83)
 BX3074_MARKER: DZ = AZIMUTH MARK DISK
 BX3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3074_SP_SET: CONCRETE POST
 BX3074_STAMPING: MAYEAUX 1986
 BX3074_MARK LOGO: NGS   
 BX3074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3074+STABILITY: SURFACE MOTION
 BX3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3074+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1987
 BX3074
 BX3074  HISTORY     - Date     Condition        Report By
 BX3074  HISTORY     - 1986     MONUMENTED       LADTD
 BX3074  HISTORY     - 19861231 GOOD             LADTD
 BX3074  HISTORY     - 19870331 GOOD
 BX3074  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX3074  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX3074
 BX3074                          STATION DESCRIPTION
 BX3074
 BX3074'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BX3074'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF NATCHITOCHES,
 BX3074'AT THE NATCHITOCHES MUNICIPAL AIRPORT NEAR THE END OF RUNWAY 34.
 BX3074'OWNERSHIP--CITY OF NATCHITOCHES, FOR ENTRANCE INTO THE AIRFIELD
 BX3074'CONTACT MR. BEN MAYEAUX, DIRECTOR OF COMMUNITY AFFAIRS, P.O. BOX
 BX3074'37, NATCHITOCHES, LA. 71457, TELEPHONE 318-352-3661.
 BX3074'
 BX3074'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 1223
 BX3074'IN NATCHITOCHES, GO SOUTH ON HIGHWAY 1223 FOR 0.8 KM (0.5 MI) TO
 BX3074'THE JUNCTIONWITH AIRPORT ROAD. TURN RIGHT, WEST, ON AIRPORT ROAD
 BX3074'FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE GATE. TURN LEFT, SOUTH,
 BX3074'ON A TAXIWAY CROSSING THE EAST END OF THE EAST-WEST RUNWAY FOR 0.2
 BX3074'KM (0.15 MI) TO AN EAST-WEST TAXIWAY. TURN RIGHT, WEST, ON THE
 BX3074'TAXIWAY FOR 0.5 KM (0.3 MI) TO THE NORTH-SOUTH RUNWAY. TURN LEFT,
 BX3074'SOUTH, ON THE RUNWAY FOR 1 KM (0.65 MI) TO THE STATION ON THE RIGHT
 BX3074'BETWEEN THE RUNWAY AND A VASI LIGHT.
 BX3074'
 BX3074'THE STATION IS A STANDARD NGS DISK
 BX3074'STAMPED---MAYEAUX 1986---,
 BX3074'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX3074'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BX3074'37.9 METERS (124.5 FT) NORTHWEST FROM A RUNWAY LIGHT,
 BX3074'21.9 METERS (72 FT) SOUTHWEST FROM A RUNWAY LIGHT,
 BX3074'8.4 METERS (27.5 FT) EAST-NORTHEAST FROM THE CENTER OF A VASI AND
 BX3074'7.3 METERS (24 FT) WEST FROM THE WEST END OF THE NORTH-SOUTH RUNWAY.
 BX3074'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BX3074'STAMPED---MAYEAUX 1986---,
 BX3074'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BX3074'
 BX3074'DESCRIBED BY S.L. CRAIN.
 BX3074
 BX3074                          STATION RECOVERY (1986)
 BX3074
 BX3074'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BX3074'ABOUT 0.2 KM (0.10 MI) SOUTH ON THE TAXIWAY FRON THE NATCHITOCHES
 BX3074'MUNICIPAL AIRPORT OFFICE BUILDING TO AN EAST-WEST TAXIWAY, THENCE WEST
 BX3074'ON THE TAXIWAY FOR 0.5 KM (0.30 MI) TO THE NORTH-SOUTH RUNWAY, THENCE
 BX3074'SOUTH ON THE RUNWAY FOR 1 KM (0.60 MI) TO THE MARK ON THE RIGHT
 BX3074'BETWEEN THE RUNWAY AND A VASI LIGHT, 37.9 METERS (124.3 FT) NORTHWEST
 BX3074'OF A RUNWAY LIGHT, 21.9 METERS (71.9 FT) SOUTHWEST OF A RUNWAY LIGHT,
 BX3074'8.4 METERS (27.6 FT) EAST-NORTHEAST FROM THE CENTER OF A VASI AND 7.3
 BX3074'METERS (24.0 FT) WEST FROM THE WEST END OF THE NORTH- SOUTH RUNWAY.
 BX3074
 BX3074                          STATION RECOVERY (1987)
 BX3074
 BX3074'RECOVERED 1987
 BX3074'RECOVERED IN GOOD CONDITION.
 BX3074
 BX3074                          STATION RECOVERY (1995)
 BX3074
 BX3074'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX3074'MARK NOT FOUND.
 BX3074
 BX3074                          STATION RECOVERY (2001)
 BX3074
 BX3074'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BX3074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4157 ***********************************************************************
 BJ4157  DESIGNATION -  MAYRO
 BJ4157  PID         -  BJ4157
 BJ4157  STATE/COUNTY-  LA/ST TAMMANY
 BJ4157  USGS QUAD   -  WALDHEIM (1983)
 BJ4157
 BJ4157                         *CURRENT SURVEY CONTROL
 BJ4157  ___________________________________________________________________
 BJ4157* NAD 83(1992)-  30 35 02.28266(N)    090 02 03.08342(W)     ADJUSTED  
 BJ4157* NAVD 88     -        44.8    (meters)     147.     (feet)  VERTCON   
 BJ4157  ___________________________________________________________________
 BJ4157  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BJ4157  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4157
 BJ4157  HORZ ORDER  -  SECOND
 BJ4157
 BJ4157.The horizontal coordinates were established by classical geodetic methods
 BJ4157.and adjusted by the National Geodetic Survey in May 1994..
 BJ4157
 BJ4157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4157
 BJ4157.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4157
 BJ4157.The geoid height was determined by GEOID03.
 BJ4157
 BJ4157;                    North         East     Units Scale Factor Converg.
 BJ4157;SPC LA S     -   231,706.167 1,124,603.634   MT  0.99997738   +0 38 58.5
 BJ4157;SPC LA S     -   760,189.32  3,689,637.09   sFT  0.99997738   +0 38 58.5
 BJ4157;UTM  15      - 3,387,244.026   784,417.641   MT  1.00059805   +1 30 36.1
 BJ4157;UTM  16      - 3,387,418.963   209,021.886   MT  1.00064463   -1 32 41.6
 BJ4157
 BJ4157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4157!SPC LA S     -   0.99999724  x   0.99997738  =   0.99997462
 BJ4157!UTM  15      -   0.99999724  x   1.00059805  =   1.00059529
 BJ4157!UTM  16      -   0.99999724  x   1.00064463  =   1.00064187
 BJ4157
 BJ4157:                Primary Azimuth Mark                     Grid Az
 BJ4157:SPC LA S     -  MAYRO AZ MK                              010 46 55.8
 BJ4157:UTM  15      -  MAYRO AZ MK                              009 55 18.2
 BJ4157:UTM  16      -  MAYRO AZ MK                              012 58 35.9
 BJ4157
 BJ4157|---------------------------------------------------------------------|
 BJ4157| PID    Reference Object                     Distance      Geod. Az  |
 BJ4157|                                                           dddmmss.s |
 BJ4157| CW2084 MAYRO AZ MK                                        0112554.3 |
 BJ4157| BJ4158 MAYRO LDH 1970 RM 1                  10.276 METERS 21624     |
 BJ4157| CW2085 MAYRO RM 2                           16.369 METERS 30329     |
 BJ4157|---------------------------------------------------------------------|
 BJ4157
 BJ4157                          SUPERSEDED SURVEY CONTROL
 BJ4157
 BJ4157  NAD 83(1992)-  30 35 02.28365(N)    090 02 03.08372(W) AD(       ) 2
 BJ4157  NAD 83(1986)-  30 35 02.29524(N)    090 02 03.08057(W) AD(       ) 2
 BJ4157  NAD 27      -  30 35 01.60907(N)    090 02 02.80398(W) AD(       ) 2
 BJ4157  NGVD 29 (07/19/86)   44.9    (m)          147.     (f) VERT ANG       
 BJ4157
 BJ4157.Superseded values are not recommended for survey control.
 BJ4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4157.See file dsdata.txt to determine how the superseded data were derived.
 BJ4157
 BJ4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8441887244(NAD 83)
 BJ4157_MARKER: DD = SURVEY DISK
 BJ4157_SETTING: 0 = UNSPECIFIED SETTING
 BJ4157
 BJ4157  HISTORY     - Date     Condition        Report By
 BJ4157  HISTORY     - 1970     MONUMENTED       LADH
 BJ4157
 BJ4157                          STATION DESCRIPTION
 BJ4157
 BJ4157'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4157'THE STATION IS LOCATED 10 MILES SOUTHEAST OF FOLSOM AND 8 MILES
 BJ4157'NORTHEAST OF COVINGTON, LOUISIANA, IN THE SOUTHEAST 1/4 OF SECTION
 BJ4157'30, T5S-R11E, AND ON PROPERTY OWNED BY MAYRO FARMS.  IT IS 108 FEET
 BJ4157'EAST OF THE CENTER OF STATE HIGHWAY 1082, 62 FEET SOUTHEAST OF THE
 BJ4157'CENTER OF A PIPE CATTLE GUARD, 32 FEET SOUTH OF THE CENTER OF A
 BJ4157'GRAVEL DRIVE, 7 FEET NORTHWEST OF A 36 INCH LIVE OAK TREE, AND 5.10
 BJ4157'FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA
 BJ4157'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED
 BJ4157'MAYRO 1970 AND IS FLUSH WITH THE GROUND.
 BJ4157'
 BJ4157'REFERENCE MARK NO. 1 IS 33.71 FEET SOUTHWEST OF THE STATION.  IT IS
 BJ4157'93.3 FEET EAST OF THE CENTER OF STATE HIGHWAY 1082, 74 FEET
 BJ4157'SOUTH-SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 63 FEET SOUTH OF
 BJ4157'THE CENTER OF A GRAVEL DRIVE, 36.15 FEET SOUTH-SOUTHWEST OF THE
 BJ4157'WITNESS POST AT THE STATION, AND 33 FEET SOUTHWEST OF A 36 INCH
 BJ4157'LIVE OAK TREE. IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BJ4157'GEODETIC SURVEY DISK, STAMPED MAYRO R. M. 1 1970, AND IS FLUSH
 BJ4157'WITH THE GROUND.
 BJ4157'
 BJ4157'REFERENCE MARK NO. 2 IS 53.70 FEET WEST OF THE STATION.  IT IS 61
 BJ4157'FEET WEST OF A 36 INCH LIVE OAK TREE, 58.50 FEET WEST OF THE WITNESS
 BJ4157'POST AT THE STATION, 57.0 FEET EAST OF THE CENTER OF STATE HIGHWAY
 BJ4157'1082, 14 FEET SOUTH-SOUTHEAST OF THE CENTER OF A CATTLE GUARD, AND
 BJ4157'14 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE.  IT IS A LOUISIANA
 BJ4157'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED
 BJ4157'MAYRO R. M. 2 1970, AND IS FLUSH WITH THE GROUND.
 BJ4157'
 BJ4157'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION.  IT IS 53.5 FEET
 BJ4157'WEST OF THE CENTER OF STATE HIGHWAY 1082, 18.6 FEET NORTHEAST OF A
 BJ4157'CATTLE GUARD, 15 FEET NORTH OF THE CENTER OF A DRIVE LEADING TO THE
 BJ4157'CARROL PROPERTY, 2.3 FEET SOUTH OF A FENCE, AND 1.90 FEET
 BJ4157'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA
 BJ4157'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK,
 BJ4157'STAMPED MAYRO AZ. MK.  1970, AND IS FLUSH WITH THE GROUND.
 BJ4157'
 BJ4157'TO REACH THE AZIMUTH MARK FROM STATION, DRIVE NORTH ALONG STATE
 BJ4157'HIGHWAY 1082 FOR 0.5 MILE TO MARK SET ON THE LEFT AND WEST OF THE
 BJ4157'HIGHWAY NEAR THE ENTRANCE TO THE CARROL FARMS.
 BJ4157'
 BJ4157'TO REACH THE STATION FROM THE ST. TAMMANY PARISH COURTHOUSE IN
 BJ4157'COVINGTON, FOLLOW US HIGHWAY 190 EAST FOR 0.7 MILE TO THE
 BJ4157'INTERSECTION WITH STATE HIGHWAY 21, THEN DRIVE NORTHEAST ALONG STATE
 BJ4157'HIGHWAY 21 FOR 4.0 MILES TO THE INTERSECTION WITH STATE HIGHWAY 1082,
 BJ4157'FOLLOW STATE HIGHWAY 1082 NORTH FOR 4.3 MILES TO STATION SET ON
 BJ4157'THE RIGHT INSIDE A PASTURE NEAR A LIVE OAK TREE.
 BJ4157'
 BJ4157'INTERSECTION--DORIGNACS INC. RADIO MAST APPROXIMATELY 300 FEET HIGH
 BJ4157'TURNED TO CENTER OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3103 ***********************************************************************
 BK3103  DESIGNATION -  MCCAIN
 BK3103  PID         -  BK3103
 BK3103  STATE/COUNTY-  LA/CAMERON
 BK3103  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK3103
 BK3103                         *CURRENT SURVEY CONTROL
 BK3103  ___________________________________________________________________
 BK3103* NAD 83(1992)-  30 00 52.01401(N)    093 12 01.43571(W)     ADJUSTED  
 BK3103* NAVD 88     -         4.40   (+/-2cm)      14.4  **(feet)  VERTCON   
 BK3103  **This station is located in a subsidence area (see below).
 BK3103  ___________________________________________________________________
 BK3103  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK3103  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK3103
 BK3103  HORZ ORDER  -  SECOND
 BK3103  VERT ORDER  -  THIRD ? (See Below)
 BK3103
 BK3103.The horizontal coordinates were established by classical geodetic methods
 BK3103.and adjusted by the National Geodetic Survey in January 1993..
 BK3103
 BK3103 ** The orthometric height has not been validated since last determined
 BK3103 ** by differential leveling and should not be used for control purposes.
 BK3103 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3103 ** area with valid NAVD 88 orthometric heights.
 BK3103 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3103 ** epoch indicated which incorporates improved geoid heights for the
 BK3103 ** Southern Louisiana Subsidence area.
 BK3103 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3103.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3103.The vertical order pertains to the NGVD 29 superseded value.
 BK3103
 BK3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3103
 BK3103.The geoid height was determined by GEOID03.
 BK3103
 BK3103;                    North         East     Units Scale Factor Converg.
 BK3103;SPC LA S     -   169,335.193   819,901.238   MT  0.99992577   -0 56 00.8
 BK3103;SPC LA S     -   555,560.55  2,689,959.31   sFT  0.99992577   -0 56 00.8
 BK3103;UTM  15      - 3,320,403.252   480,674.779   MT  0.99960461   -0 06 00.9
 BK3103
 BK3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3103!SPC LA S     -   1.00000356  x   0.99992577  =   0.99992933
 BK3103!UTM  15      -   1.00000356  x   0.99960461  =   0.99960817
 BK3103
 BK3103|---------------------------------------------------------------------|
 BK3103| PID    Reference Object                     Distance      Geod. Az  |
 BK3103|                                                           dddmmss.s |
 BK3103| CV8823 MCCAIN RM 2                          16.900 METERS 02200     |
 BK3103| CV8822 MCCAIN RM 1                          14.220 METERS 13533     |
 BK3103| AV0792 WILLOW                              APPROX. 4.6 KM 1734443.7 |
 BK3103|---------------------------------------------------------------------|
 BK3103
 BK3103                          SUPERSEDED SURVEY CONTROL
 BK3103
 BK3103  NAD 83(1986)-  30 00 52.03974(N)    093 12 01.42291(W) AD(       ) 2
 BK3103  NAD 27      -  30 00 51.27800(N)    093 12 00.86600(W) AD(       ) 2
 BK3103  NGVD 29 (07/19/86)    4.38   (m)           14.4    (f) LEVELING    3  
 BK3103
 BK3103.Superseded values are not recommended for survey control.
 BK3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3103.See file dsdata.txt to determine how the superseded data were derived.
 BK3103
 BK3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8067520403(NAD 83)
 BK3103_MARKER: DS = TRIANGULATION STATION DISK
 BK3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3103
 BK3103  HISTORY     - Date     Condition        Report By
 BK3103  HISTORY     - 1934     MONUMENTED       CGS
 BK3103  HISTORY     - 1934     GOOD             LAGS
 BK3103  HISTORY     - 1947     GOOD             CGS
 BK3103
 BK3103                          STATION DESCRIPTION
 BK3103
 BK3103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 BK3103'STATION IS ABOUT 2 MILES E OF GRAND LAKE FERRY ACROSS THE
 BK3103'INTRACOASTAL CANAL, ON THE S SIDE OF A SHELL HIGHWAY RUNNING
 BK3103'E AND W, ON PROPERTY OF GEORGE MC CAIN, NEAR THE EASTERN BOUNDARY
 BK3103'OF A FIELD.  IT IS 39 METERS W OF A SMALL FARMHOUSE WITH A TIN
 BK3103'ROOF (OCCUPIED AT THE TIME BY JOE POOLE), 8.65 METERS W OF A
 BK3103'WOOD FENCE RUNNING N AND S, 115.25 METERS S OF CENTER LINE
 BK3103'OF THE SHELL ROAD, AND 106.55 METERS S OF THE S RIGHT-OF-WAY
 BK3103'FENCE OF THE HIGHWAY.  IT IS IN SEC. 17, T 12 S, R 8 W.
 BK3103'
 BK3103'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BK3103'THE TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 BK3103'
 BK3103'REFERENCE MARK NO. 1 IS DISTANT 14.22 METERS AND REFERENCE
 BK3103'MARK NO. 2 IS DISTANT 16.90 METERS.
 BK3103'
 BK3103'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 BK3103
 BK3103                          STATION RECOVERY (1934)
 BK3103
 BK3103'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BK3103'STATION IS IN A FENCED PASTURE OWNED BY GEORGE MC CAIN, TOP
 BK3103'OF SMALL RISE, IN SEC. 17, T 12 S, R 7 W.  384.6 FEET S OF
 BK3103'THE CENTER LINE OF STATE HIGHWAY 931, 124.8 FEET W OF THE SW
 BK3103'CORNER OF A SMALL FARMHOUSE THAT IS NOW OCCUPIED BY JOE POOLE,
 BK3103'25.3 FEET W OF A N AND S FENCE LINE.
 BK3103'
 BK3103'TO REACH THIS STATION FROM LAKE CHARLES, GO OUT SOUTH STREET
 BK3103'TO INTERSECTION OF STATE HIGHWAY 1382 (OLD GULF ROAD), THENCE
 BK3103'E AND S ALONG STATE HIGHWAY 1382 FOR 12.2 MILES TO STATE HIGHWAY
 BK3103'931, THENCE E ALONG STATE HIGHWAY 931 FOR 1.25 MILES TO STATION
 BK3103'TO THE RIGHT.  STAMPED TRI. STA. MC CAIN.
 BK3103'
 BK3103'ELEVATION--14.358 FEET (2ND-ORDER ADJUSTED AS PUBLISHED
 BK3103'IN U.S.E. QUAD LAKE CHARLES, LA.)
 BK3103
 BK3103                          STATION RECOVERY (1947)
 BK3103
 BK3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3103'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK,
 BK3103'REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0622 ***********************************************************************
 BJ0622  DESIGNATION -  MCCALL
 BJ0622  PID         -  BJ0622
 BJ0622  STATE/COUNTY-  LA/ASCENSION
 BJ0622  USGS QUAD   -  BELLE ROSE (1974)
 BJ0622
 BJ0622                         *CURRENT SURVEY CONTROL
 BJ0622  ___________________________________________________________________
 BJ0622* NAD 83(1992)-  30 07 04.96999(N)    091 02 31.17234(W)     ADJUSTED  
 BJ0622* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BJ0622  **This station is located in a subsidence area (see below).
 BJ0622  ___________________________________________________________________
 BJ0622  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ0622  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BJ0622  DYNAMIC HT  -           5.3   (meters)      17.    (feet)  COMP
 BJ0622  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BJ0622
 BJ0622  HORZ ORDER  -  FIRST
 BJ0622  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0622
 BJ0622.The horizontal coordinates were established by classical geodetic methods
 BJ0622.and adjusted by the National Geodetic Survey in January 1993..
 BJ0622
 BJ0622 ** The orthometric height has not been validated since last determined
 BJ0622 ** by differential leveling and should not be used for control purposes.
 BJ0622 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ0622 ** area with valid NAVD 88 orthometric heights.
 BJ0622 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0622 ** epoch indicated which incorporates improved geoid heights for the
 BJ0622 ** Southern Louisiana Subsidence area.
 BJ0622 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0622.The orthometric height was scaled from a topographic map.
 BJ0622.The vertical order pertains to the NGVD 29 superseded value.
 BJ0622
 BJ0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0622
 BJ0622.The geoid height was determined by GEOID03.
 BJ0622
 BJ0622.The dynamic height is computed by dividing the NAVD 88
 BJ0622.geopotential number by the normal gravity value computed on the
 BJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0622.degrees latitude (g = 980.6199 gals.).
 BJ0622
 BJ0622.The modeled gravity was interpolated from observed gravity values.
 BJ0622
 BJ0622;                    North         East     Units Scale Factor Converg.
 BJ0622;SPC LA S     -   179,387.080 1,028,075.025   MT  0.99992783   +0 08 44.4
 BJ0622;SPC LA S     -   588,539.11  3,372,942.81   sFT  0.99992783   +0 08 44.4
 BJ0622;UTM  15      - 3,333,483.832   688,639.766   MT  1.00003904   +0 58 58.0
 BJ0622
 BJ0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0622!SPC LA S     -   1.00000336  x   0.99992783  =   0.99993119
 BJ0622!UTM  15      -   1.00000336  x   1.00003904  =   1.00004240
 BJ0622
 BJ0622:                Primary Azimuth Mark                     Grid Az
 BJ0622:SPC LA S     -  MCCALL AZ MK                             041 39 44.0
 BJ0622:UTM  15      -  MCCALL AZ MK                             040 49 30.4
 BJ0622
 BJ0622|---------------------------------------------------------------------|
 BJ0622| PID    Reference Object                     Distance      Geod. Az  |
 BJ0622|                                                           dddmmss.s |
 BJ0622| CW2086 MCCALL AZ MK                                       0414828.4 |
 BJ0622| BJ0623 MCCALL RM 3                          28.812 METERS 05309     |
 BJ0622| CW2087 MCCALL RM 1                                        06532     |
 BJ0622| CW2089 MCCALL RM 4                          32.156 METERS 14450     |
 BJ0622| BJ5091 MCCALL RM 5                          56.103 METERS 17147     |
 BJ0622| CW2088 MCCALL RM 2                          33.000 METERS 34919     |
 BJ0622|---------------------------------------------------------------------|
 BJ0622
 BJ0622                          SUPERSEDED SURVEY CONTROL
 BJ0622
 BJ0622  NAD 83(1986)-  30 07 04.98811(N)    091 02 31.17273(W) AD(       ) 1
 BJ0622  NAD 27      -  30 07 04.27351(N)    091 02 30.80808(W) AD(       ) 1
 BJ0622  NGVD 29 (??/??/??)    5.336  (m)           17.51   (f) ADJUSTED    1 1
 BJ0622
 BJ0622.Superseded values are not recommended for survey control.
 BJ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0622.See file dsdata.txt to determine how the superseded data were derived.
 BJ0622
 BJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8864033484(NAD 83)
 BJ0622_MARKER: DS = TRIANGULATION STATION DISK
 BJ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0622_SP_SET: CONCRETE POST
 BJ0622_STAMPING: MCCALL 1929
 BJ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0622+STABILITY: SURFACE MOTION
 BJ0622
 BJ0622  HISTORY     - Date     Condition        Report By
 BJ0622  HISTORY     - 1929     MONUMENTED       CGS
 BJ0622  HISTORY     - 1953     MARK NOT FOUND   CGS
 BJ0622  HISTORY     - 1955     GOOD             CGS
 BJ0622  HISTORY     - 1970     GOOD             NGS
 BJ0622  HISTORY     - 1970     GOOD             NGS
 BJ0622  HISTORY     - 1976     GOOD             NGS
 BJ0622
 BJ0622                          STATION DESCRIPTION
 BJ0622
 BJ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ0622'ABOUT 4-1/2 MILES N OF W OF DONALDSONVILLE, AND 0.25 MILE
 BJ0622'E OF THE TEXAS AND PACIFIC RAILWAY STATION MC CALL, ON LAND
 BJ0622'OWNED BY HIBERNIA BANK OF NEW ORLEANS AND FARMED BY E.C.
 BJ0622'BESSONET, 21.6 METERS (71 FEET) S OF THE CENTER LINE OF E-AND-W
 BJ0622'ROAD LEADING FROM ROUTE 30 TO MC CALL RAILWAY STATION, 0.35 MILE
 BJ0622'W OF ROUTE 30, 63.4 METERS (208 FEET) W OF DIRT ROAD LEADING
 BJ0622'N AND S, 7.9 METERS (26 FEET) E OF FENCE LINE ON E SIDE OF
 BJ0622'BESSONET HOME, AND 8.4 METERS (28 FEET) S OF FENCE ON S SIDE
 BJ0622'OF E-AND-W ROAD.
 BJ0622'
 BJ0622'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ0622'DISKS SET IN CONCRETE.
 BJ0622'
 BJ0622'REFERENCE MARK NO. 1 IS IN FIELD AT NW CORNER OF INTERSECTION
 BJ0622'OF ROUTE 30 AND ROAD LEADING W TO MC CALL RAILWAY STATION,
 BJ0622'84 METERS (276 FEET) W OF TOP OF LEVEE, 10.4 METERS (34 FEET)
 BJ0622'W OF CENTER LINE OF ROUTE 30, 5.8 METERS (19 FEET) N OF CENTER
 BJ0622'LINE OF ROAD TO RAILWAY STATION, AND ABOUT 0.35 MILE FROM
 BJ0622'STATION N 65 DEG 32 MIN E.
 BJ0622'
 BJ0622'REFERENCE MARK NO. 2 IS 8.8 METERS (29 FEET) N OF CENTER
 BJ0622'LINE OF ROAD TO RAILWAY STATION, AND 33.0 METERS (108 FEET)
 BJ0622'FROM STATION N 10 DEG 41 MIN W.
 BJ0622
 BJ0622                          STATION RECOVERY (1953)
 BJ0622
 BJ0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PAE)
 BJ0622'TRIANGULATION STATION DESTROYED.  THE ONLY REMAINS OF THIS
 BJ0622'STATION FOUND WAS A REFERENCE MARK IN DITCH.
 BJ0622
 BJ0622                          STATION RECOVERY (1955)
 BJ0622
 BJ0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ0622'THE STATION WAS VISITED ON APRIL 21, 1955.  THE STATION MARK
 BJ0622'WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 BJ0622'DESTROYED, AND THE DISK RECLAIMED.  REFERENCE MARK 2 WAS
 BJ0622'DESTROYED WHEN THE LEVEE WAS MOVED.  REFERENCE MARKS 3 AND 4 WERE
 BJ0622'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 BJ0622'
 BJ0622'THE STATION IS LOCATED ABOUT 4.5 MI. NW OF DONALDSONVILLE,
 BJ0622'0.2 MI. NE OF MC CALL, ON THE OLD EVAN HALL PLANTATION OWNED
 BJ0622'BY CHURCHILL AND THIBOUT AND OCCUPIED BY MR. BOURGEOIS (A FIELD
 BJ0622'FOREMAN FOR THE COMPANY), IN THE W CORNER OF A PASTURE LOT
 BJ0622'NE OF THE HOUSE, AND ABOUT 0.3 MI. W-SW OF THE LEVEE.  IT IS
 BJ0622'84 FT. NE OF THE N CORNER OF MR. BOURGEOIS FRONT PORCH, 28
 BJ0622'FT. NE OF THE E FENCE LINE AROUND THE HOUSE, 26 FT. SE OF
 BJ0622'THE S EDGE OF THE GRAVELED ROAD, 45 FT. SE OF THE FENCE LINE
 BJ0622'ON THE S SIDE OF THE ROAD, AND 39 FT. E OF THE NW CORNER OF
 BJ0622'THE YARD AROUND THE HOUSE.  IT IS A STANDARD DISK, STAMPED
 BJ0622'MC CALL 1929 AND PROJECTING 4 IN.
 BJ0622'
 BJ0622'REFERENCE MARK 3 IS 94.49 FT. NE OF THE STATION, IN THE S
 BJ0622'FENCE LINE OF THE ROAD RIGHT-OF-WAY, 96 FT. SW OF A FENCE
 BJ0622'CORNER, AND 43 FT. NE OF THE NE END OF A GATE INTO THE PASTURE
 BJ0622'LOT.  IT IS A STANDARD DISK, STAMPED MC CALL NO 3 1929 AND
 BJ0622'PROJECTING 6 IN.
 BJ0622'
 BJ0622'REFERENCE MARK 4 IS 105.35 FT. SE OF THE STATION, IN A FENCE
 BJ0622'LINE BETWEEN TWO PASTURE LOTS, 8 FT. NW OF A DITCH, AND 107
 BJ0622'FT. SW OF A T-FENCE CORNER.  IT IS A STANDARD DISK, STAMPED
 BJ0622'MC CALL NO 4 1929 AND PROJECTING 6 IN.
 BJ0622'
 BJ0622'TO REACH FROM THE POST OFFICE IN DONALDSONVILLE, GO N FOR
 BJ0622'ONE BLOCK TO STATE HIGHWAY 18 (MISSISSIPPI STREET), TURN LEFT
 BJ0622'AND GO W AND S FOR 0.7 MI. TO ITS INTERSECTION WITH STATE
 BJ0622'HIGHWAY 30, TURN RIGHT AND GO NW ON STATE HIGHWAY 30 FOR 3.25
 BJ0622'MI. TO A CROSSROAD AT MC CALL, TURN RIGHT AND GO 0.2 MI. TO
 BJ0622'THE STATION ON THE RIGHT.
 BJ0622
 BJ0622                          STATION RECOVERY (1970)
 BJ0622
 BJ0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BJ0622'STATION MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED
 BJ0622'IN GOOD CONDITION.  A NEW DESCRIPTION IS AS FOLLOWS--
 BJ0622'
 BJ0622'TO REACH THE STATION FROM THE INTERSECTION OF LA. HIGHWAYS
 BJ0622'1 AND 405, IN MC CALL, PROCEED EAST ON 405 0.2 MILE TO HOUSE
 BJ0622'81, EVAN HALL PLANT., OCCUPIED BY HERMAN WILSON, AND THE STATION
 BJ0622'ON THE RIGHT.  (1 STORY, STUCCO)
 BJ0622'
 BJ0622'STATION MARK STAMPED MC CALL 1929 IS 71 FT. S OF THE CENTERLINE
 BJ0622'OF HIGHWAY 405, 50 FT. SE OF A 30 IN LIVE OAK TREE AND 4 FT.
 BJ0622'W OF A 8 IN TREE.
 BJ0622'
 BJ0622'REFERENCE MARK NO. 3 STAMPED MC CALL NO. 3 1929 IS 94.49
 BJ0622'FT. NE OF THE STATION AND 45 FT. S OF THE CENTERLINE OF HIGHWAY
 BJ0622'405.
 BJ0622'
 BJ0622'REFERENCE MARK NO. 4 STAMPED MC CALL NO. 4 1929 IS 105.35
 BJ0622'FT. SE OF THE STATION AND 45 FT. SW OF THE SW CORNER OF THE
 BJ0622'HOUSE.
 BJ0622
 BJ0622                          STATION RECOVERY (1970)
 BJ0622
 BJ0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ0622'THE STATION MARK, REFERENCE MARK 3 AND 4 WERE RECOVERED AND FOUND IN
 BJ0622'GOOD CONDITION.  NO AZIMUTH MARK WAS ESTABLISHED IN 1929 OR 1955.
 BJ0622'THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE IN ERROR BY 0.011
 BJ0622'METERS, REFERENCE MARK 4 WAS FOUND TO BE IN ERROR BY 0.045 METERS.
 BJ0622'THE HORIZONTAL DIRECTION COULD NOT BE CHECKED DUE TO NO FIELD
 BJ0622'DATA AT THIS TIME.  A NEW REFERENCE MARK 5 AND A NEW AZIMUTH WAS
 BJ0622'ESTABLISHED AT THIS TIME.
 BJ0622'
 BJ0622'DUE TO THE STATION MARK BEING IN THE FRONT YARD OF A HOUSE A TOWER
 BJ0622'WAS ERECTED OVER REFERENCE MARK 5 AND DISTANT ANGLES OBSERVED.
 BJ0622'
 BJ0622'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 5.
 BJ0622
 BJ0622                          STATION RECOVERY (1976)
 BJ0622
 BJ0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0622'4.0 MI NW FROM DONALDSONVILLE.
 BJ0622'3.7 MILES NORTHWEST ALONG THE WEST LEVEE ROAD OF THE MISSISSIPPI RIVER
 BJ0622'FROM THE JUNCTION OF LESSARD STREET, THENCE 0.3 MILE SOUTHWEST ALONG
 BJ0622'STATE HIGHWAY 405, AT THE JUNCTION OF A DRIVEWAY TO A HOUSE, 72 FT
 BJ0622'SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 37.5 FT SOUTHWEST OF THE
 BJ0622'CENTER LINE OF THE DRIVE, 46.0 FT WEST OF THE WEST STEEL PIPE
 BJ0622'SUPPORTING A CARPORT, 94.3 FT SOUTH-SOUTHWEST OF MCCALL RM 3, 4 FT
 BJ0622'SOUTHWEST OF A 10-INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5091 ***********************************************************************
 BJ5091  DESIGNATION -  MCCALL RM 5
 BJ5091  PID         -  BJ5091
 BJ5091  STATE/COUNTY-  LA/ASCENSION
 BJ5091  USGS QUAD   -  BELLE ROSE (1974)
 BJ5091
 BJ5091                         *CURRENT SURVEY CONTROL
 BJ5091  ___________________________________________________________________
 BJ5091* NAD 83(1992)-  30 07 03.16676(N)    091 02 30.87268(W)     ADJUSTED  
 BJ5091* NAVD 88     -         4.7  **(meters)      15.   **(feet)  VERTCON   
 BJ5091  **This station is located in a subsidence area (see below).
 BJ5091  ___________________________________________________________________
 BJ5091  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ5091  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BJ5091
 BJ5091  HORZ ORDER  -  SECOND
 BJ5091
 BJ5091.The horizontal coordinates were established by classical geodetic methods
 BJ5091.and adjusted by the National Geodetic Survey in January 1993..
 BJ5091
 BJ5091 ** The orthometric height has not been validated since last determined
 BJ5091 ** by differential leveling and should not be used for control purposes.
 BJ5091 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5091 ** area with valid NAVD 88 orthometric heights.
 BJ5091 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5091 ** epoch indicated which incorporates improved geoid heights for the
 BJ5091 ** Southern Louisiana Subsidence area.
 BJ5091 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5091
 BJ5091.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5091
 BJ5091.The geoid height was determined by GEOID03.
 BJ5091
 BJ5091;                    North         East     Units Scale Factor Converg.
 BJ5091;SPC LA S     -   179,331.578 1,028,083.187   MT  0.99992781   +0 08 44.6
 BJ5091;SPC LA S     -   588,357.02  3,372,969.59   sFT  0.99992781   +0 08 44.6
 BJ5091;UTM  15      - 3,333,428.449   688,648.739   MT  1.00003908   +0 58 58.1
 BJ5091
 BJ5091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5091!SPC LA S     -   1.00000346  x   0.99992781  =   0.99993127
 BJ5091!UTM  15      -   1.00000346  x   1.00003908  =   1.00004254
 BJ5091
 BJ5091|---------------------------------------------------------------------|
 BJ5091| PID    Reference Object                     Distance      Geod. Az  |
 BJ5091|                                                           dddmmss.s |
 BJ5091| CW2089 MCCALL RM 4                          31.074 METERS 01943     |
 BJ5091| CW2086 MCCALL AZ MK                                       0382721.0 |
 BJ5091| BJ0622 MCCALL                               56.103 METERS 35147     |
 BJ5091|---------------------------------------------------------------------|
 BJ5091
 BJ5091                          SUPERSEDED SURVEY CONTROL
 BJ5091
 BJ5091  NAD 83(1986)-  30 07 03.18472(N)    091 02 30.87305(W) AD(       ) 2
 BJ5091  NAD 27      -  30 07 02.47021(N)    091 02 30.50845(W) AD(       ) 2
 BJ5091  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 BJ5091
 BJ5091.Superseded values are not recommended for survey control.
 BJ5091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5091.See file dsdata.txt to determine how the superseded data were derived.
 BJ5091
 BJ5091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8864933428(NAD 83)
 BJ5091_MARKER: DR = REFERENCE MARK DISK
 BJ5091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5091
 BJ5091  HISTORY     - Date     Condition        Report By
 BJ5091  HISTORY     - 1970     MONUMENTED       NGS
 BJ5091
 BJ5091                          STATION DESCRIPTION
 BJ5091
 BJ5091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5091'THE STATION IS ABOUT 7.5 MILES SOUTHEAST OF WHITE CASTLE, 3.5 MILES
 BJ5091'WEST OF DARROW, 0.2 MILE NORTHEAST OF MC CALL AND ON LAND OWNED BY
 BJ5091'CHURCHILL AND THIBEAUT, P.O. BOX 431, DONALDSONVILLE, LOUISIANA
 BJ5091'70346.
 BJ5091'
 BJ5091'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 405 AND
 BJ5091'943 IN MC CALL, GO EAST-NORTHEAST ON STATE HIGHWAY 405 FOR 0.2 MILE
 BJ5091'TO THE STATION ON THE RIGHT.  CONTINUE NORTHEAST ON STATE HIGHWAY
 BJ5091'405 FOR 0.2 MILE TO A CURVE IN THE HIGHWAY, CONTINUE NORTHERLY ON
 BJ5091'STATE HIGHWAY 405 FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 BJ5091'
 BJ5091'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED MC CALL 1929
 BJ5091'NO 5 1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 BJ5091'CYLINDRICAL CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND
 BJ5091'SURFACE.  IT IS 254 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 BJ5091'STATE HIGHWAY 405, 134 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BJ5091'HOUSE, 130 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE AND 66
 BJ5091'FEET SOUTH-SOUTHEAST OF A DRAINAGE DITCH.  THE UNDERGROUND
 BJ5091'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BJ5091'BELOW THE GROUND SURFACE.
 BJ5091'
 BJ5091'MC CALL 1929 IS A STANDARD DISK STAMPED MC CALL 1929.  THE SURFACE
 BJ5091'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ5091'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET
 BJ5091'SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 405, 42 FEET
 BJ5091'WEST-SOUTHWEST OF A GRAVELED DRIVEWAY AND 4 FEET WEST-SOUTHWEST
 BJ5091'OF AN 8 INCH TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BJ5091'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ5091'
 BJ5091'REFERENCE MARK 4, A STANDARD DISK STAMPED MC CALL NO 4 1929, IS SET
 BJ5091'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ5091'INCHES ABOVE THE GROUND SURFACE.  IT IS 47 FEET SOUTH OF THE
 BJ5091'SOUTHWEST CORNER OF A HOUSE AND 8 FEET NORTH OF THE DRAINAGE DITCH.
 BJ5091'
 BJ5091'THE AZIMUTH MARK, A STANDARD DISK STAMPED MC CALL 1970, IS SET IN THE
 BJ5091'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ5091'THE GROUND SURFACE.  IT IS 105 FEET EAST OF THE CENTERLINE OF STATE
 BJ5091'HIGHWAY 405, 87 FEET EAST OF A METAL WITNESS POST AND 12 FEET
 BJ5091'WEST OF A LEVEE ROAD.
 BJ5091'
 BJ5091'HEIGHT OF LIGHT ABOVE STATION MARK 39.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8223 ***********************************************************************
 AC8223  DESIGNATION -  MCCOLLOUGH 2
 AC8223  PID         -  AC8223
 AC8223  STATE/COUNTY-  LA/VERNON
 AC8223  USGS QUAD   -  HORNBECK (1994)
 AC8223
 AC8223                         *CURRENT SURVEY CONTROL
 AC8223  ___________________________________________________________________
 AC8223* NAD 83(1986)-  31 18 35.     (N)    093 22 42.     (W)     SCALED    
 AC8223* NAVD 88     -       103.35   (meters)     339.1    (feet)  RESET     
 AC8223  ___________________________________________________________________
 AC8223  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AC8223
 AC8223  VERT ORDER  -  THIRD
 AC8223
 AC8223.The horizontal coordinates were scaled from a topographic map and have
 AC8223.an estimated accuracy of +/- 6 seconds.
 AC8223
 AC8223.The orthometric height was computed from unverified reset data.
 AC8223
 AC8223.The geoid height was determined by GEOID03.
 AC8223
 AC8223;                    North         East    Units  Estimated Accuracy
 AC8223;SPC LA N     -    90,120.      916,390.      MT  (+/- 180 meters Scaled)
 AC8223
 AC8223                          SUPERSEDED SURVEY CONTROL
 AC8223
 AC8223.No superseded survey control is available for this station.
 AC8223
 AC8223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ639639(NAD 83)
 AC8223_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8223_STAMPING: MCCOLLOUGH 2 1990
 AC8223_MARK LOGO: NGS   
 AC8223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8223+STABILITY: SURFACE MOTION
 AC8223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8223+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8223
 AC8223  HISTORY     - Date     Condition        Report By
 AC8223  HISTORY     - 1990     MONUMENTED       LADTD
 AC8223  HISTORY     - 20010331 GOOD             NGS
 AC8223
 AC8223                          STATION DESCRIPTION
 AC8223
 AC8223'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8223'THE STATION IS LOCATED ABOUT 20.5 KM (12.75 MI) NORTHWEST OF
 AC8223'LEESVILLE, 14.6 KM (9.05 MI) NORTHWEST OF ANACOCO AND 2.7 KM (1.65 MI)
 AC8223'SOUTHEAST OF HORNBECK.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8223'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE POST
 AC8223'OFFICE IN HORNBECK, GO SOUTH FOR 2.7 KM (1.65 MI) ON U.S.  HIGHWAY 171
 AC8223'TO THE MARK ON THE RIGHT NEAR A FENCE CORNER,  3.4 M (11.2 FT)
 AC8223'NORTH-NORTHWEST FROM A FENCE CORNER, 0.6 M (2.0 FT) EAST-NORTHEAST
 AC8223'FROM THE RIGHT-OF-WAY FENCE AND 0.5 M (1.6 FT) EAST-NORTHEAST FROM A
 AC8223'FIBERGLASS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 AC8223'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. THE MEASURMENT BETWEEN
 AC8223'THE STATION MARK AND REFERENCE MARK 2 IS 13.051 M, (42.818 FT) THE
 AC8223'MEASURMENT BETWEEN THE STATION MARK AND REFERENCE MARK 3 IS 15.014 M,
 AC8223'(49.258 FT) THE MEASURMENT BETWEEN THE TWO REFERENCE MARKS IS 23.484
 AC8223'M.
 AC8223
 AC8223                          STATION RECOVERY (2001)
 AC8223
 AC8223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC8223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8224 ***********************************************************************
 AC8224  DESIGNATION -  MCCOLLOUGH 2 RM 3
 AC8224  PID         -  AC8224
 AC8224  STATE/COUNTY-  LA/VERNON
 AC8224  USGS QUAD   -  HORNBECK (1994)
 AC8224
 AC8224                         *CURRENT SURVEY CONTROL
 AC8224  ___________________________________________________________________
 AC8224* NAD 83(1986)-  31 18 35.     (N)    093 22 42.     (W)     SCALED    
 AC8224* NAVD 88     -       102.72   (meters)     337.0    (feet)  RESET     
 AC8224  ___________________________________________________________________
 AC8224  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AC8224
 AC8224  VERT ORDER  -  THIRD
 AC8224
 AC8224.The horizontal coordinates were scaled from a topographic map and have
 AC8224.an estimated accuracy of +/- 6 seconds.
 AC8224
 AC8224.The orthometric height was computed from unverified reset data.
 AC8224
 AC8224.The geoid height was determined by GEOID03.
 AC8224
 AC8224;                    North         East    Units  Estimated Accuracy
 AC8224;SPC LA N     -    90,120.      916,390.      MT  (+/- 180 meters Scaled)
 AC8224
 AC8224                          SUPERSEDED SURVEY CONTROL
 AC8224
 AC8224.No superseded survey control is available for this station.
 AC8224
 AC8224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ639639(NAD 83)
 AC8224_MARKER: DR = REFERENCE MARK DISK
 AC8224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8224_STAMPING: MCCOLLOUGH 2 NO 3 1990
 AC8224_MARK LOGO: NGS   
 AC8224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8224+STABILITY: SURFACE MOTION
 AC8224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8224+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8224
 AC8224  HISTORY     - Date     Condition        Report By
 AC8224  HISTORY     - 1990     MONUMENTED       LADTD
 AC8224  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AC8224
 AC8224                          STATION DESCRIPTION
 AC8224
 AC8224'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8224'THE STATION IS LOCATED ABOUT 20.5 KM (12.75 MI) NORTHWEST OF
 AC8224'LEESVILLE, 14.6 KM (9.05 MI) NORTHWEST OF ANACOCO AND 2.7 KM (1.65 MI)
 AC8224'SOUTHEAST OF HORNBECK.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8224'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE POST
 AC8224'OFFICE IN HORNBECK, GO SOUTH FOR 2.7 KM (1.65 MI) ON U.S.  HIGHWAY 171
 AC8224'TO THE MARK ON THE RIGHT. THE STATION IS 18.4 M (60.4 FT)
 AC8224'NORTH-NORTHWEST FROM A FENCE CORNER, 0.4 M (1.3 FT) EAST-NORTHEAST
 AC8224'FROM THE RIGHT-OF-WAY FENCE AND 0.4 M (1.3 FT) EAST-NORTHEAST FROM A
 AC8224'FIBERGLASS WITNESS POST.  THE MARK IS RECESSED 2.5 CM (1 IN) BELOW THE
 AC8224'GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 AC8224
 AC8224                          STATION RECOVERY (2001)
 AC8224
 AC8224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC8224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3163 ***********************************************************************
 BX3163  DESIGNATION -  MCCOLLOUGH AZ MK
 BX3163  PID         -  BX3163
 BX3163  STATE/COUNTY-  LA/VERNON
 BX3163  USGS QUAD   -  HORNBECK (1994)
 BX3163
 BX3163                         *CURRENT SURVEY CONTROL
 BX3163  ___________________________________________________________________
 BX3163* NAD 83(1986)-  31 19 01.     (N)    093 22 48.     (W)     SCALED    
 BX3163* NAVD 88     -       105.740  (meters)     346.92   (feet)  ADJUSTED  
 BX3163  ___________________________________________________________________
 BX3163  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BX3163  DYNAMIC HT  -         105.608 (meters)     346.48  (feet)  COMP
 BX3163  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 BX3163
 BX3163  VERT ORDER  -  SECOND    CLASS I
 BX3163
 BX3163.The horizontal coordinates were scaled from a topographic map and have
 BX3163.an estimated accuracy of +/- 6 seconds.
 BX3163
 BX3163.The orthometric height was determined by differential leveling
 BX3163.and adjusted by the National Geodetic Survey in February 1994..
 BX3163
 BX3163.The geoid height was determined by GEOID03.
 BX3163
 BX3163.The dynamic height is computed by dividing the NAVD 88
 BX3163.geopotential number by the normal gravity value computed on the
 BX3163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3163.degrees latitude (g = 980.6199 gals.).
 BX3163
 BX3163.The modeled gravity was interpolated from observed gravity values.
 BX3163
 BX3163;                    North         East    Units  Estimated Accuracy
 BX3163;SPC LA N     -    90,920.      916,240.      MT  (+/- 180 meters Scaled)
 BX3163
 BX3163                          SUPERSEDED SURVEY CONTROL
 BX3163
 BX3163.No superseded survey control is available for this station.
 BX3163
 BX3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ638647(NAD 83)
 BX3163_MARKER: DZ = AZIMUTH MARK DISK
 BX3163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3163_SP_SET: CONCRETE POST
 BX3163_STAMPING: MCCOLLOUGH 1971
 BX3163_MARK LOGO: NGS   
 BX3163_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3163+STABILITY: SURFACE MOTION
 BX3163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3163+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1990
 BX3163
 BX3163  HISTORY     - Date     Condition        Report By
 BX3163  HISTORY     - 1972     MONUMENTED       NGS
 BX3163  HISTORY     - 19890710 GOOD             LADTD
 BX3163  HISTORY     - 19900109 GOOD             LADTD
 BX3163  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3163
 BX3163                          STATION DESCRIPTION
 BX3163
 BX3163'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3163'THE STATION IS LOCATED 31.2 KM (19.4 MI) SOUTH OF MANY AND 21.3 KM
 BX3163'(13.2 MI) NORTH OF LEESVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3163'TRANSPORTATION AND DEVELOPMENT.
 BX3163'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3163'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO NORTH FOR 21.3 KM
 BX3163'(13.2 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT.
 BX3163'THE STATION IS 13.4 M (44.0 FT) NORTHEAST FROM THE CENTER OF THE
 BX3163'HIGHWAY AND 0.9 M (3.0 FT) WEST FROM A WITNESS POST.  THE STATION IS
 BX3163'PROJECTING 10 CM AND IS ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 BX3163'HIGHWAY.
 BX3163
 BX3163                          STATION RECOVERY (1990)
 BX3163
 BX3163'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BX3163'THE STATION IS LOCATED 21.2 KM (13.15 MI) NORTHWEST OF LEESVILLE, 15.4
 BX3163'KM (9.55 MI) NORTHWEST OF ANACOCO AND 2.0 KM (1.25 MI) SOUTHEAST OF
 BX3163'HORNBECK.  OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE POST
 BX3163'OFFICE IN HORNBECK, GO SOUTH FOR 2.0 KM (1.25 MI) ON U.S.  HIGHWAY 171
 BX3163'TO THE MARK ON THE LEFT. THE STATION IS 26.5 M (86.9 FT) SOUTHWEST
 BX3163'FROM A CHAIN LINK FENCE, 13.4 M (44.0 FT) NORTHEAST FROM THE CENTER OF
 BX3163'THE HIGHWAY AND 0.3 M (1.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS
 BX3163'POST.  THE MARK IS PROJECTING 7.6 CM (3 IN) ABOVE THE GROUND SURFACE
 BX3163'AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3163
 BX3163                          STATION RECOVERY (2001)
 BX3163
 BX3163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3163'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4561 ***********************************************************************
 BJ4561  DESIGNATION -  MCCOY
 BJ4561  PID         -  BJ4561
 BJ4561  STATE/COUNTY-  LA/ST HELENA
 BJ4561  USGS QUAD   -  ROSELAND (1981)
 BJ4561
 BJ4561                         *CURRENT SURVEY CONTROL
 BJ4561  ___________________________________________________________________
 BJ4561* NAD 83(1992)-  30 46 29.27419(N)    090 36 32.51589(W)     ADJUSTED  
 BJ4561* NAVD 88     -        73.8    (meters)     242.     (feet)  VERTCON   
 BJ4561  ___________________________________________________________________
 BJ4561  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ4561  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4561
 BJ4561  HORZ ORDER  -  FIRST
 BJ4561
 BJ4561.The horizontal coordinates were established by classical geodetic methods
 BJ4561.and adjusted by the National Geodetic Survey in May 1994..
 BJ4561
 BJ4561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4561
 BJ4561.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4561
 BJ4561.The geoid height was determined by GEOID03.
 BJ4561
 BJ4561;                    North         East     Units Scale Factor Converg.
 BJ4561;SPC LA S     -   252,375.149 1,069,336.574   MT  1.00001676   +0 21 43.8
 BJ4561;SPC LA S     -   828,000.80  3,508,315.08   sFT  1.00001676   +0 21 43.8
 BJ4561;UTM  15      - 3,407,088.163   728,822.801   MT  1.00024594   +1 13 26.1
 BJ4561
 BJ4561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4561!SPC LA S     -   0.99999269  x   1.00001676  =   1.00000945
 BJ4561!UTM  15      -   0.99999269  x   1.00024594  =   1.00023863
 BJ4561
 BJ4561:                Primary Azimuth Mark                     Grid Az
 BJ4561:SPC LA S     -  MCCOY AZ MK                              139 32 11.4
 BJ4561:UTM  15      -  MCCOY AZ MK                              138 40 29.1
 BJ4561
 BJ4561|---------------------------------------------------------------------|
 BJ4561| PID    Reference Object                     Distance      Geod. Az  |
 BJ4561|                                                           dddmmss.s |
 BJ4561| CW2090 MCCOY AZ MK                                        1395355.2 |
 BJ4561| CW2091 MCCOY RM 1                           49.384 METERS 16901     |
 BJ4561| BJ4638 PINE GROVE LOT                      APPROX.15.4 KM 2424720.2 |
 BJ4561| CW2092 MCCOY RM 2                           29.405 METERS 26039     |
 BJ4561| BJ4575 GREENSBURG ELEC CORP RAD MAST       APPROX. 9.4 KM 3134631.0 |
 BJ4561| BJ4574 GREENSBURG MUN TANK                 APPROX. 8.5 KM 3155716.9 |
 BJ4561|---------------------------------------------------------------------|
 BJ4561
 BJ4561                          SUPERSEDED SURVEY CONTROL
 BJ4561
 BJ4561  NAD 83(1992)-  30 46 29.27494(N)    090 36 32.51568(W) AD(       ) 1
 BJ4561  NAD 83(1986)-  30 46 29.28961(N)    090 36 32.51327(W) AD(       ) 1
 BJ4561  NAD 27      -  30 46 28.62605(N)    090 36 32.16814(W) AD(       ) 1
 BJ4561  NGVD 29 (07/19/86)   73.8    (m)          242.     (f) VERT ANG       
 BJ4561
 BJ4561.Superseded values are not recommended for survey control.
 BJ4561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4561.See file dsdata.txt to determine how the superseded data were derived.
 BJ4561
 BJ4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2882307088(NAD 83)
 BJ4561_MARKER: DS = TRIANGULATION STATION DISK
 BJ4561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4561
 BJ4561  HISTORY     - Date     Condition        Report By
 BJ4561  HISTORY     - 1939     MONUMENTED       CGS
 BJ4561  HISTORY     - 1939     GOOD             CGS
 BJ4561  HISTORY     - 1954     GOOD             CGS
 BJ4561  HISTORY     - 1970     GOOD             NGS
 BJ4561
 BJ4561                          STATION DESCRIPTION
 BJ4561
 BJ4561'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4561'THE STATION IS LOCATED ABOUT 6.75 MILES WNW OF AMITE AND
 BJ4561'6 MILES W OF ROSELAND.  ON A HIGH RIDGE WHICH IS THE DIVIDE
 BJ4561'BETWEEN THE TICKFAW AND TANGIPAHOA RIVERS.  AND IN THE N HALF
 BJ4561'OF SEC. 21, T 3 S, R 6 E.  STATION IS ABOUT 100 YARDS NE
 BJ4561'OF THE MC COY HOME.  51 FEET W OF THE CENTER LINE OF THE
 BJ4561'LANE.  27 FEET E OF THE E FACE OF THE BRICK CHIMNEY OF A
 BJ4561'HOUSE.  50 FEET NW OF A 4-FOOT OAK TREE, AND 35 FEET SSW
 BJ4561'OF A 16-INCH CEDAR TREE.  THE MARK PROJECTS 5
 BJ4561'INCHES ABOVE THE GROUND AND IS STAMPED MC COY 1939.
 BJ4561'
 BJ4561'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4561'DISKS SET IN CONCRETE.
 BJ4561'
 BJ4561'REFERENCE MARK NO. 1 IS 49.403 METERS, (162.08 FEET), SSE
 BJ4561'OF THE STATION.  IN A FENCE LINE 12 FEET W OF THE CENTER
 BJ4561'LINE OF THE LANE.  AND 123 FEET S OF A 4-FOOT OAK TREE.  THE
 BJ4561'MARK PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED
 BJ4561'MC COY NO. 1 1939.
 BJ4561'
 BJ4561'REFERENCE MARK NO. 2 IS 29.411 METERS, (94.49 FEET), W OF
 BJ4561'THE STATION AND AT THE E EDGE OF THE FIELD.  THE MARK
 BJ4561'PROJECTS 4 INCHES ABOVE GROUND AND IS STAMPED MC COY
 BJ4561'NO. 2 1939.
 BJ4561'
 BJ4561'TO REACH THE STATION FROM THE S SIDE OF THE RAILROAD DEPOT
 BJ4561'IN AMITE, GO W ON A PARTLY PAVED AND PARTLY GRAVEL ROAD
 BJ4561'FOR 2.0 MILES TO A FORK.  TAKE RIGHT FORK AND FOLLOW THE
 BJ4561'MAIN GRAVEL ROAD WNW, KEEPING TO THE RIGHT, FOR 2.95 MILES
 BJ4561'TO A FORK JUST BEYOND A WOODEN BRIDGE.  TAKE LEFT FORK AND
 BJ4561'GO W ALONG A PARTLY GRADED DIRT ROAD FOR 2.1 MILES TO A
 BJ4561'T ROAD AT THE RIGHT ABOUT 200 YARDS BEYOND A LARGE WHITE
 BJ4561'SCHOOLHOUSE ON THE N SIDE OF THE ROAD.  TURN RIGHT AND FOLLOW
 BJ4561'A GRADED ROAD FOR 1.35 MILES, TURN RIGHT AND GO E ALONG A
 BJ4561'PATH FOR 75 YARDS TO A FENCE LANE.  TURN LEFT INTO LANE
 BJ4561'FOR ABOUT 100 YARDS TO THE TOP OF THE HILL AND THE STATION
 BJ4561'ON THE LEFT.
 BJ4561'
 BJ4561'AZIMUTH MARK IS 0.25 MILE SE OF THE STATION.  15 FEET NW
 BJ4561'OF AN 18-INCH HICKORY TREE.  20 FEET SW OF A TWIN OAK TREE.
 BJ4561'AND 65 FEET W OF THE YARD FENCE.  THE MARK PROJECTS
 BJ4561'6 INCHES ABOVE GROUND AND IS STAMPED MC COY 1939.
 BJ4561'
 BJ4561'A 90-FOOT TOWER IS NEEDED TO SEE A 123-FOOT TOWER AT AMITE
 BJ4561'
 BJ4561'A 90-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT COSTANZA
 BJ4561'
 BJ4561'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT YOUNG
 BJ4561'
 BJ4561'A 64-FOOT TOWER IS NEEDED TO SEE A 110-FOOT TOWER AT TANGI
 BJ4561'
 BJ4561'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT CLEVELAND
 BJ4561'
 BJ4561'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT HOLY HILL
 BJ4561'
 BJ4561'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4561
 BJ4561                          STATION RECOVERY (1939)
 BJ4561
 BJ4561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RMB)
 BJ4561'THIS STATION WAS EASILY LOCATED FROM THE GIVEN DESCRIPTION
 BJ4561'AND FOUND TO BE IN GOOD CONDITION.
 BJ4561
 BJ4561                          STATION RECOVERY (1954)
 BJ4561
 BJ4561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4561'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4561'CONDITION AS DESCRIBED.  A NEW TO REACH FOLLOWS--
 BJ4561'
 BJ4561'TO REACH THE STATION FROM THE INTERSECTION OF THE ILLINOIS
 BJ4561'RAILROAD AND THE FIRST STREET S OF THE RAILROAD STATION
 BJ4561'IN AMITE, GO W ON STATE HIGHWAY 103 FOR 2 MI. TO A SIDE
 BJ4561'ROAD RIGHT AT THE WESTVIEW BAPTIST CHURCH, TURN RIGHT AND
 BJ4561'GO 2.9 MI. TO A FORK JUST AFTER CROSSING A BRIDGE, TAKE
 BJ4561'THE RIGHT FORK AND GO 0.35 MI. TO A SIDE ROAD RIGHT.  KEEP
 BJ4561'STRAIGHT AHEAD AND GO 1.9 MI. TO THE AZIMUTH MARK ON THE
 BJ4561'RIGHT AT THE HERBERT MC COY HOUSE.  CONTINUE FOR 0.2 MI.
 BJ4561'TO A CROSSROAD, TURN RIGHT AND GO 0.15 MI. TO THE MRS. CONNIE
 BJ4561'MC COY HOUSE, TURN RIGHT ALONG THE E SIDE OF THE HOUSE AND
 BJ4561'GO ABOUT 100 YD. TO A BARN AND A LANE LEADING N AT THE E
 BJ4561'SIDE OF THE BARN.  FOLLOW N ALONG THIS LANE FOR 75 YD. TO
 BJ4561'A LARGE OAK TREE IN THE FENCE LINE AND THE STATION AS
 BJ4561'DESCRIBED.
 BJ4561
 BJ4561                          STATION RECOVERY (1970)
 BJ4561
 BJ4561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4561'RM 1 TO RM 2 OBSTRUCTED BY A BARN ON LINE.
 BJ4561'
 BJ4561'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BJ4561'RECOVERED IN GOOD CONDITION.  THE 1939 DISTANCE TO REFERENCE MARK 2
 BJ4561'ON THE 1939 DESCRIPTION DOES NOT AGREE WITH THE DISTANCE ON THE
 BJ4561'1939 LIST OF DIRECTIONS.  A SHORTER DISTANCE WAS NOTED IN THE
 BJ4561'DISTANCE TO REFERENCE MARKS 1 AND 2.  DUE TO MINOR CHANGES A NEW
 BJ4561'AND COMPLETE DESCRIPTION FOLLOWS.
 BJ4561'
 BJ4561'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF MONTPELIER
 BJ4561'AND 5 MILES SOUTHEAST OF GREENBURG.  IT IS IN THE CENTER OF SECTION
 BJ4561'21, T 3 S, R 6 E.  THE PROPERTY IS OWNED BY MR. JOSEPH MCCOY WHO
 BJ4561'LIVES AT THE STATION SITE.  HIS PHONE NUMBER IS 748-7560.
 BJ4561'
 BJ4561'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 441, 43 AND
 BJ4561'16, ABOUT 1-1/2 MILES NORTHEAST OF MONTPELIER, GO NORTH ON STATE
 BJ4561'HIGHWAY 441 FOR 3.75 MILES TO A CROSSROAD, CONTINUE NORTH ON STATE
 BJ4561'HIGHWAY 441 FOR 2.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BJ4561'EASTERLY ON A PAVED ROAD FOR 0.8 MILE TO MR. MCCOYS DRIVEWAY ON
 BJ4561'THE LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 BJ4561'EAST ON THE PAVED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT), TURN
 BJ4561'LEFT AND GO NORTH ON THE GRAVELED DRIVEWAY FOR 0.1 MILE TO THE
 BJ4561'STATION, ABOUT 120 YARDS NORTHEAST OF MR. MCCOYS HOUSE.
 BJ4561'
 BJ4561'THE STATION MARK IS A STANDARD DISK STAMPED, MC COY 1939, SET IN THE
 BJ4561'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT
 BJ4561'IS 360 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 35 FEET
 BJ4561'SOUTHWEST OF A 24-INCH CEDAR TREE AND 12 FEET WEST OF A WIRE
 BJ4561'FENCE.
 BJ4561'
 BJ4561'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, MC COY NO 1 1939, SET IN
 BJ4561'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 BJ4561'INCHES. IT IS 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BARN, 25
 BJ4561'FEET NORTHWEST OF A 20-INCH PECAN TREE AND 8 FEET EAST OF A
 BJ4561'WIRE FENCE.
 BJ4561'
 BJ4561'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, MC COY NO 2 1939, SET IN
 BJ4561'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 BJ4561'THE GROUND SURFACE.  IT IS 25.5 FEET NORTHWEST OF A 30-INCH PECAN
 BJ4561'TREE AND 20 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 BJ4561'TOOL SHED.
 BJ4561'
 BJ4561'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, MC COY 1939, SET IN THE
 BJ4561'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 BJ4561'IT IS 121 FEET NORTHEAST OF A POWERLINE POLE, 70 FEET NORTH OF THE
 BJ4561'CENTER OF THE PAVED ROAD AND 40 FEET NORTH OF A WIRE FENCE.
 BJ4561'
 BJ4561'BENCH MARK E 708 IS A LOUISIANA GEODETIC SURVEY MARK STAMPED, E 708,
 BJ4561'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 BJ4561'3 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF THE PAVED ROAD, 4.5
 BJ4561'FEET WEST OF A WIRE FENCE AND 1.5 FEET EAST OF A METAL WITNESS
 BJ4561'POST.
 BJ4561'
 BJ4561'TO REACH THE BENCH MARK FROM MR. MCCOYS DRIVEWAY, GO EAST ON THE
 BJ4561'PAVED ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BJ4561'SOUTH ON A PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 BJ4561'
 BJ4561'HEIGHT OF LIGHT ABOVE STATION MARK 30 METER.
 BJ4561'
 BJ4561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 BJ4561'OF GREENBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3095 ***********************************************************************
 CP3095  DESIGNATION -  MCCOY
 CP3095  PID         -  CP3095
 CP3095  STATE/COUNTY-  LA/WEST CARROLL
 CP3095  USGS QUAD   -  GOODWILL (1988)
 CP3095
 CP3095                         *CURRENT SURVEY CONTROL
 CP3095  ___________________________________________________________________
 CP3095* NAD 83(1992)-  32 51 25.61213(N)    091 32 24.89653(W)     ADJUSTED  
 CP3095* NAVD 88     -        29.3    (meters)      96.     (feet)  VERTCON   
 CP3095  ___________________________________________________________________
 CP3095  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CP3095  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP3095
 CP3095  HORZ ORDER  -  SECOND
 CP3095
 CP3095.The horizontal coordinates were established by classical geodetic methods
 CP3095.and adjusted by the National Geodetic Survey in September 1999..
 CP3095
 CP3095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3095
 CP3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3095
 CP3095.The geoid height was determined by GEOID03.
 CP3095
 CP3095;                    North         East     Units Scale Factor Converg.
 CP3095;SPC LA N     -   261,755.943 1,089,839.330   MT  1.00004897   +0 30 26.7
 CP3095;SPC LA N     -   858,777.62  3,575,581.20   sFT  1.00004897   +0 30 26.7
 CP3095;UTM  15      - 3,636,390.964   636,589.355   MT  0.99983004   +0 47 31.6
 CP3095
 CP3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3095!SPC LA N     -   0.99999947  x   1.00004897  =   1.00004844
 CP3095!UTM  15      -   0.99999947  x   0.99983004  =   0.99982951
 CP3095
 CP3095|---------------------------------------------------------------------|
 CP3095| PID    Reference Object                     Distance      Geod. Az  |
 CP3095|                                                           dddmmss.s |
 CP3095| CP3094 MCCOY LADH A PT 1970                  5.542 METERS 04031     |
 CP3095| CP2913 OAK GROVE MID VALLEY PLINE MST      APPROX. 6.4 KM 0494424.6 |
 CP3095| CY5020 MCCOY AZ MK                                        0874012.0 |
 CP3095| CY5021 MCCOY RM 1                           12.848 METERS 18121     |
 CP3095| CY5022 MCCOY RM 2                           15.096 METERS 28537     |
 CP3095|---------------------------------------------------------------------|
 CP3095
 CP3095                          SUPERSEDED SURVEY CONTROL
 CP3095
 CP3095  NAD 83(1992)-  32 51 25.61274(N)    091 32 24.89523(W) AD(       ) 2
 CP3095  NAD 83(1986)-  32 51 25.62510(N)    091 32 24.88929(W) AD(       ) 2
 CP3095  NAD 27      -  32 51 25.15707(N)    091 32 24.45849(W) AD(       ) 2
 CP3095  NGVD 29 (07/19/86)   29.4    (m)           96.     (f) VERT ANG       
 CP3095
 CP3095.Superseded values are not recommended for survey control.
 CP3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3095.See file dsdata.txt to determine how the superseded data were derived.
 CP3095
 CP3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3658936391(NAD 83)
 CP3095_MARKER: DD = SURVEY DISK
 CP3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3095
 CP3095  HISTORY     - Date     Condition        Report By
 CP3095  HISTORY     - 1970     MONUMENTED       LADTD
 CP3095  HISTORY     - 1973     GOOD             DMA
 CP3095
 CP3095                          STATION DESCRIPTION
 CP3095
 CP3095'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3095'THE STATION IS LOCATED 8.5 MILES WEST OF OAK GROVE AND 5.5
 CP3095'MILES NORTH OF GOODWILL IN THE NORTHWEST QUARTER OF SECTION 34,
 CP3095'T22N, R9E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 CP3095'OF HIGHWAYS.
 CP3095'
 CP3095'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN OAK
 CP3095'GROVE AT THE JUNCTION OF STATE HIGHWAY 2 AND 17, DRIVE WEST
 CP3095'ALONG STATE HIGHWAY 2 FOR 1.5 MILES TO ITS INTERSECTION WITH
 CP3095'STATE HIGHWAY 587, THEN CONTINUE WEST ALONG STATE HIGHWAY
 CP3095'587 FOR 4.5 MILES TO ITS INTERSECTION WITH STATE HIGHWAY 585,
 CP3095'THEN CONTINUE WEST ALONG STATE HIGHWAY 585 FOR 2.5 MILES TO
 CP3095'THE STATION WHICH IS SET ON THE LEFT AND SOUTH OF THE HIGHWAY
 CP3095'NEAR A FENCE AND CULVERT.
 CP3095'
 CP3095'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG
 CP3095'STATE HIGHWAY 585 FOR 0.5 MILE TO THE MARK WHICH IS SET ON THE
 CP3095'LEFT AND NORTH OF THE HIGHWAY NEAR A POWER POLE AND A TREE.
 CP3095'
 CP3095'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3095'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3095'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3095'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3095'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3095'SURFACE.  THEY ARE STAMPED MC COY 1970.  IT IS 73 FEET
 CP3095'NORTHEAST OF THE NORTHEAST CORNER OF A WOOD FRAME BUILDING,
 CP3095'57 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 585, 29 FEET
 CP3095'SOUTH OF THE EAST END OF A CONCRETE CULVERT, 13 FEET SOUTH OF
 CP3095'A POWER POLE, 2 FEET WEST OF A FENCE, AND 17 FEET SOUTH OF A
 CP3095'METAL WITNESS POST.
 CP3095'
 CP3095'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3095'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3095'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP3095'STAMPED MC COY RM 1 1970.  IT IS 100 FEET SOUTH OF THE CENTER OF
 CP3095'STATE HIGHWAY 585, 55 FEET SOUTH OF POWER POLE NO. 49, 42 FEET
 CP3095'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WOOD FRAME HOUSE
 CP3095'AND 2 FEET WEST OF A FENCE.
 CP3095'
 CP3095'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3095'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3095'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3095'INCHES.  IT IS STAMPED MC COY RM 2 1970.  IT IS 50 FEET SOUTH OF
 CP3095'POWER POLE NO. 49, 44 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 CP3095'585, 34 FEET WEST OF THE WEST END OF A CONCRETE CULVERT, AND
 CP3095'3 FEET SOUTH OF A FENCE.
 CP3095'
 CP3095'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3095'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3095'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3095'INCHES.  IT IS STAMPED MC COY AZ MK 1970.  IT IS 43 FEET
 CP3095'SOUTH-SOUTHWEST OF A POWER POLE WITH A METER, 36 FEET NORTH OF
 CP3095'THE CENTER OF STATE HIGHWAY 585, 28 FEET WEST-SOUTHWEST OF A 30
 CP3095'INCH OAK TREE, 16 FEET WEST OF THE CENTER OF A GRAVEL DRIVE,
 CP3095'AND 2 FEET NORTH OF A METAL WITNESS POST.
 CP3095'
 CP3095'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3095
 CP3095                          STATION RECOVERY (1973)
 CP3095
 CP3095'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3095'STATION MC COY AND ITS AZIMUTH MARK WERE RECOVERED IN GOOD
 CP3095'CONDITION.  THE ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2462 ***********************************************************************
 BK2462  DESIGNATION -  MCCOY
 BK2462  PID         -  BK2462
 BK2462  STATE/COUNTY-  LA/CALCASIEU
 BK2462  USGS QUAD   -  DE QUINCY (1994)
 BK2462
 BK2462                         *CURRENT SURVEY CONTROL
 BK2462  ___________________________________________________________________
 BK2462* NAD 83(1992)-  30 26 09.30277(N)    093 28 18.10433(W)     ADJUSTED  
 BK2462* NAVD 88     -        25.399  (meters)      83.33   (feet)  ADJUSTED  
 BK2462  ___________________________________________________________________
 BK2462  X           -    -333,293.201 (meters)                     COMP
 BK2462  Y           -  -5,493,833.440 (meters)                     COMP
 BK2462  Z           -   3,212,130.424 (meters)                     COMP
 BK2462  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BK2462  ELLIP HEIGHT-          -1.79  (meters)          (06/26/02) GPS OBS
 BK2462  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2462  DYNAMIC HT  -          25.366 (meters)      83.22  (feet)  COMP
 BK2462  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 BK2462
 BK2462  HORZ ORDER  -  THIRD
 BK2462  VERT ORDER  -  FIRST     CLASS II
 BK2462  ELLP ORDER  -  FOURTH    CLASS II
 BK2462
 BK2462.This mark is at De Quincy Industrial Airpark  (5R8)
 BK2462
 BK2462.The horizontal coordinates were established by GPS observations
 BK2462.and adjusted by the National Geodetic Survey in January 1993..
 BK2462
 BK2462.The orthometric height was determined by differential leveling
 BK2462.and adjusted by the National Geodetic Survey in February 1994..
 BK2462
 BK2462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2462
 BK2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2462
 BK2462.The ellipsoidal height was determined by GPS observations
 BK2462.and is referenced to NAD 83.
 BK2462
 BK2462.The geoid height was determined by GEOID03.
 BK2462
 BK2462.The dynamic height is computed by dividing the NAVD 88
 BK2462.geopotential number by the normal gravity value computed on the
 BK2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2462.degrees latitude (g = 980.6199 gals.).
 BK2462
 BK2462.The modeled gravity was interpolated from observed gravity values.
 BK2462
 BK2462;                    North         East     Units Scale Factor Converg.
 BK2462;SPC LA S     -   216,503.907   794,606.345   MT  0.99995447   -1 04 09.1
 BK2462;SPC LA S     -   710,313.23  2,606,970.98   sFT  0.99995447   -1 04 09.1
 BK2462;UTM  15      - 3,367,184.591   454,705.942   MT  0.99962531   -0 14 20.2
 BK2462
 BK2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2462!SPC LA S     -   1.00000028  x   0.99995447  =   0.99995475
 BK2462!UTM  15      -   1.00000028  x   0.99962531  =   0.99962559
 BK2462
 BK2462:                Primary Azimuth Mark                     Grid Az
 BK2462:SPC LA S     -  MCCOY AZ MK                              340 17 33.6
 BK2462:UTM  15      -  MCCOY AZ MK                              339 27 44.7
 BK2462
 BK2462|---------------------------------------------------------------------|
 BK2462| PID    Reference Object                     Distance      Geod. Az  |
 BK2462|                                                           dddmmss.s |
 BK2462| BK2463 MCCOY AZ MK                         APPROX. 0.8 KM 3391324.5 |
 BK2462|---------------------------------------------------------------------|
 BK2462
 BK2462                          SUPERSEDED SURVEY CONTROL
 BK2462
 BK2462  ELLIP H (01/21/93)   -1.85   (m)                       GP(       ) 4 2
 BK2462  NAD 83(1986)-  30 26 09.32414(N)    093 28 18.09605(W) AD(       ) 3
 BK2462  NAD 27      -  30 26 08.58358(N)    093 28 17.48731(W) AD(       ) 3
 BK2462  NGVD 29 (11/20/87)   25.31   (m)           83.0    (f) LEVELING    3  
 BK2462
 BK2462.Superseded values are not recommended for survey control.
 BK2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2462.See file dsdata.txt to determine how the superseded data were derived.
 BK2462
 BK2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5470667185(NAD 83)
 BK2462_MARKER: DS = TRIANGULATION STATION DISK
 BK2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2462_SP_SET: CONCRETE POST
 BK2462_STAMPING: MCCOY 1986
 BK2462_MARK LOGO: LADTD 
 BK2462_PROJECTION: FLUSH
 BK2462_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2462+STABILITY: SURFACE MOTION
 BK2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2462+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BK2462
 BK2462  HISTORY     - Date     Condition        Report By
 BK2462  HISTORY     - 1986     MONUMENTED       LADTD
 BK2462  HISTORY     - 1986     GOOD             NGS
 BK2462  HISTORY     - 19870212 GOOD
 BK2462  HISTORY     - 19870722 GOOD
 BK2462  HISTORY     - 19880415 GOOD
 BK2462  HISTORY     - 19961101 GOOD             USPSQD
 BK2462  HISTORY     - 20060502 GOOD             NGS
 BK2462
 BK2462                          STATION DESCRIPTION
 BK2462
 BK2462'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK2462'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF DEQUINCY
 BK2462'AND AT THE SOUTH END OF THE DEQUINCY INDUSTRIAL AIRPORT.
 BK2462'OWNERSHIP--TOWN OF DEQUINCY, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 BK2462'MR. CALVIN MCCOY, AT THE DEQUINCY INDUSTRIAL AIR PARK, DEQUINCY,
 BK2462'LA., 70633-1141, PHONE 318-786-2108.
 BK2462'
 BK2462'TO REACH THE STATION FROM THE OFFICE BUILDING AT THE DEQUINCY
 BK2462'AIRPORT, GO ON A TAXIWAY FOR 0.2 KM (0.1 MI) TO THE SOUTH END OF A
 BK2462'NORTH-SOUTH RUNWAY, THEN NORTH ON THE RUNWAY FOR 0.2 KM (0.1 MI) TO
 BK2462'THE STATION ON THE LEFT AND NORTH OF A WINDSOCK.
 BK2462'
 BK2462'THE STATION IS A STANDARD NGS DISK
 BK2462'STAMPED---MCCOY 1986---,
 BK2462'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2462'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK2462'100.9 METERS (331 FT) EAST FROM THE WEST RIGHT-OF-WAY FENCE,
 BK2462'71.9 METERS (236 FT) WEST-NORTHWEST FROM A GLIDE LIGHT VASI ON THE
 BK2462'EAST SIDE OF THE RUNWAY,
 BK2462'57 METERS (187 FT) NORTH FROM A WINDSOCK,
 BK2462'51.2 METERS (168 FT) WEST FROM THE CENTER OF THE RUNWAY AND
 BK2462'0.6 METER (2 FT) SOUTH FROM A WITNESS POST.
 BK2462'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK2462'STAMPED---MCCOY 1986---,
 BK2462'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK2462'
 BK2462'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 BK2462
 BK2462                          STATION RECOVERY (1986)
 BK2462
 BK2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2462'5.5 KM (3.4 MI) SW FROM DE QUINCY.
 BK2462'4.8 KM (3.0 MI) SOUTHWEST ALONG ALONG STATE HIGHWAY 12 FROM THE
 BK2462'JUNCTION OF STATE HIGHWAY 27 SOUTH IN DE QUINCY TO THE ENTRANCE TO DE
 BK2462'QUINCY INDUSTRAIL AIRPARK, THENCE 0.30 KM (0.20 MI) NORTHWEST TO THE
 BK2462'OFFICE BUILDING, THENCE 0.16 KM (O.10 MI) WEST TO THE SOUTH END OF A
 BK2462'NORTH-SOUTH RUNWAY, THENCE NORTH 0.16 KM (0.10 MI) ALONG THE RUNWAY TO
 BK2462'THE MARK ON THE LEFT AND NORTH OF A WINDSOCK, 100.9 METERS (331.0 FT)
 BK2462'EAST OF THE WEST RIGHT-OF-WAY FENCE, 71.9 METERS (236.0 FT)
 BK2462'WEST-NORTHWEST OF A GLIDE LIGHT VASI ON THE EAST SIDE OF THE RUNWAY,
 BK2462'57.0 METERS (187.0 FT) NORTH OF THE WINDSOCK, 39.9 METERS (131.0 FT)
 BK2462'WEST OF THE WEST EDGE OF THE RUNWAY.
 BK2462'THE MARK IS 0.61 METERS  S FROM  A WITNESS POST
 BK2462'THE MARK IS 1.22 M ABOVE RUNWAY.
 BK2462
 BK2462                          STATION RECOVERY (1987)
 BK2462
 BK2462'RECOVERED 1987
 BK2462'RECOVERED IN GOOD CONDITION.
 BK2462
 BK2462                          STATION RECOVERY (1987)
 BK2462
 BK2462'RECOVERED 1987
 BK2462'RECOVERED IN GOOD CONDITION.
 BK2462
 BK2462                          STATION RECOVERY (1988)
 BK2462
 BK2462'RECOVERED 1988
 BK2462'RECOVERED IN GOOD CONDITION.
 BK2462
 BK2462                          STATION RECOVERY (1996)
 BK2462
 BK2462'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2462'RECOVERED IN GOOD CONDITION.
 BK2462
 BK2462                          STATION RECOVERY (2006)
 BK2462
 BK2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK2462'1.0 M NORTH OF AN I BOLT.
 BK2462'0.3 M NORTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2463 ***********************************************************************
 BK2463  DESIGNATION -  MCCOY AZ MK
 BK2463  PID         -  BK2463
 BK2463  STATE/COUNTY-  LA/CALCASIEU
 BK2463  USGS QUAD   -  DE QUINCY (1994)
 BK2463
 BK2463                         *CURRENT SURVEY CONTROL
 BK2463  ___________________________________________________________________
 BK2463* NAD 83(1992)-  30 26 33.00853(N)    093 28 28.48443(W)     ADJUSTED  
 BK2463* NAVD 88     -        23.756  (meters)      77.94   (feet)  ADJUSTED  
 BK2463  ___________________________________________________________________
 BK2463  X           -    -333,547.173 (meters)                     COMP
 BK2463  Y           -  -5,493,446.091 (meters)                     COMP
 BK2463  Z           -   3,212,758.979 (meters)                     COMP
 BK2463  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BK2463  ELLIP HEIGHT-          -3.43  (meters)          (01/02/04) GPS OBS
 BK2463  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2463  DYNAMIC HT  -          23.725 (meters)      77.84  (feet)  COMP
 BK2463  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 BK2463
 BK2463  HORZ ORDER  -  THIRD
 BK2463  VERT ORDER  -  FIRST     CLASS II
 BK2463  ELLP ORDER  -  FOURTH    CLASS II
 BK2463
 BK2463.This mark is at De Quincy Industrial Airpark  (5R8)
 BK2463
 BK2463.The horizontal coordinates were established by GPS observations
 BK2463.and adjusted by the National Geodetic Survey in January 1993..
 BK2463
 BK2463.The orthometric height was determined by differential leveling
 BK2463.and adjusted by the National Geodetic Survey in February 1994..
 BK2463
 BK2463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2463
 BK2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2463
 BK2463.The ellipsoidal height was determined by GPS observations
 BK2463.and is referenced to NAD 83.
 BK2463
 BK2463.The geoid height was determined by GEOID03.
 BK2463
 BK2463.The dynamic height is computed by dividing the NAVD 88
 BK2463.geopotential number by the normal gravity value computed on the
 BK2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2463.degrees latitude (g = 980.6199 gals.).
 BK2463
 BK2463.The modeled gravity was interpolated from observed gravity values.
 BK2463
 BK2463;                    North         East     Units Scale Factor Converg.
 BK2463;SPC LA S     -   217,238.923   794,343.064   MT  0.99995535   -1 04 14.3
 BK2463;SPC LA S     -   712,724.70  2,606,107.20   sFT  0.99995535   -1 04 14.3
 BK2463;UTM  15      - 3,367,915.474   454,432.129   MT  0.99962562   -0 14 25.7
 BK2463
 BK2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2463!SPC LA S     -   1.00000054  x   0.99995535  =   0.99995589
 BK2463!UTM  15      -   1.00000054  x   0.99962562  =   0.99962616
 BK2463
 BK2463:                Primary Azimuth Mark                     Grid Az
 BK2463:SPC LA S     -  MCCOY                                    160 17 33.5
 BK2463:UTM  15      -  MCCOY                                    159 27 44.9
 BK2463
 BK2463|---------------------------------------------------------------------|
 BK2463| PID    Reference Object                     Distance      Geod. Az  |
 BK2463|                                                           dddmmss.s |
 BK2463| BK2462 MCCOY                               APPROX. 0.8 KM 1591319.2 |
 BK2463|---------------------------------------------------------------------|
 BK2463
 BK2463                          SUPERSEDED SURVEY CONTROL
 BK2463
 BK2463  ELLIP H (01/21/93)   -3.49   (m)                       GP(       ) 4 2
 BK2463  NAD 83(1986)-  30 26 33.02990(N)    093 28 28.47616(W) AD(       ) 3
 BK2463  NAD 27      -  30 26 32.28993(N)    093 28 27.86717(W) AD(       ) 3
 BK2463  NGVD 29 (11/20/87)   23.67   (m)           77.7    (f) LEVELING    3  
 BK2463
 BK2463.Superseded values are not recommended for survey control.
 BK2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2463.See file dsdata.txt to determine how the superseded data were derived.
 BK2463
 BK2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5443267915(NAD 83)
 BK2463_MARKER: DZ = AZIMUTH MARK DISK
 BK2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2463_SP_SET: CONCRETE POST
 BK2463_STAMPING: MCCOY 1986
 BK2463_MARK LOGO: LADTD 
 BK2463_PROJECTION: FLUSH
 BK2463_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2463+STABILITY: SURFACE MOTION
 BK2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2463+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1987
 BK2463
 BK2463  HISTORY     - Date     Condition        Report By
 BK2463  HISTORY     - 1986     MONUMENTED       LADTD
 BK2463  HISTORY     - 1986     GOOD             NGS
 BK2463  HISTORY     - 19870212 GOOD
 BK2463  HISTORY     - 19961101 GOOD             USPSQD
 BK2463
 BK2463                          STATION DESCRIPTION
 BK2463
 BK2463'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK2463'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF OF DEQUINCY
 BK2463'AND AT THE NORTH END OF THE DEQUINCY INDUSTRIAL AIRPORT.
 BK2463'OWNERSHIP--TOWN OF DEQUINCY, FOR ENTRANCE INTO THE AIRFIELD
 BK2463'CONTACT MR. CALVIN MCCOY, DEQUINCY INDUSTRIAL AIRPORT, DEQUINCY,
 BK2463'LA., 70633-1141, PHONE 318-786-2108.
 BK2463'
 BK2463'TO REACH THE STATION FROM THE OFFICE BUILDING AT THE DEQUINCY
 BK2463'AIRPORT, GO WEST ON A TAXIWAY FOR 0.2 KM (0.1 MI) TO THE SOUTH END
 BK2463'OF A NORTH-SOUTH RUNWAY, THEN NORTH ON THE RUNWAY FOR 1.0 KM (0.6
 BK2463'MI) TO A TAXIWAY APPROACH ON THE RIGHT AND THE STATION ON THE LEFT
 BK2463'AT A TURNAROUND, ABOUT 0.2 KM (0.1 MI) SOUTH OF THE NORTH END OF
 BK2463'THE RUNWAY.
 BK2463'
 BK2463'THE STATION IS A STANDARD NGS DISK
 BK2463'STAMPED---MCCOY 1986---,
 BK2463'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2463'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK2463'45.1 METERS (148 FT) SOUTHWEST FROM THE INTERSECTION OF THE RUNWAY
 BK2463'TAXIWAY,
 BK2463'31.1 METERS (102 FT) NORTHWEST FROM A RUNWAY LIGHT,
 BK2463'25 METERS (82 FT) WEST FROM THE CENTER OF THE RUNWAY,
 BK2463'17.7 METERS (58 FT) SOUTHWEST FROM THE CENTER OF THE TURNAROUND AND
 BK2463'0.6 METER (2 FT) NORTH FROM A WITNESS POST.
 BK2463'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK2463'STAMPED---MCCOY 1986---,
 BK2463'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK2463'
 BK2463'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 BK2463
 BK2463                          STATION RECOVERY (1986)
 BK2463
 BK2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2463'6.3 KM (3.9 MI) SW FROM DE QUNICY.
 BK2463'4.8 KM (3.0 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 BK2463'STATE HIGHWAY 27 SOUTH IN DE QUINCY TO THE ENTRANCE TO DE QUINCY
 BK2463'INDUSTRAIL AIRPARK, THENCE 0.3 KM (0.2 MI) NORTHWEST TO THE OFFICE
 BK2463'BUILDING, THENCE 0.2 KM (O.10 MI) WEST ON A TAXIWAY TO THE SOUTH END
 BK2463'OF THE NORTH-SOUTH RUNWAY, THENCE NORTH 1.0 KM (0.6 MI) ALONG THE
 BK2463'RUNWAY TO A TAXIWAY APPROACH ON THE RIGHT AND THE MARK ON THE LEFT AT
 BK2463'A AIRPLANE TURNAROUND, 45.1 METERS (148.0 FT) SOUTHWEST OF THE
 BK2463'INTERSECTION OF THE RUNWAY AND TAXIWAY APPROACH, 31.1 METERS (102.0
 BK2463'FT) NORTHWEST OF A RUNWAY LIGHT, 25 METERS (82.0 FT) WEST OF THE
 BK2463'CENTER OF THE RUNWAY, 17.7 METERS (58.0 FT) SOUTH OF THE CENTER OF THE
 BK2463'TURNAROUND.
 BK2463'THE MARK IS 0.61 METERS  N FROM  A WITNESS POST
 BK2463'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 BK2463
 BK2463                          STATION RECOVERY (1987)
 BK2463
 BK2463'RECOVERED 1987
 BK2463'RECOVERED IN GOOD CONDITION.
 BK2463
 BK2463                          STATION RECOVERY (1996)
 BK2463
 BK2463'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2863 ***********************************************************************
 BK2863  DESIGNATION -  MCGEE
 BK2863  PID         -  BK2863
 BK2863  STATE/COUNTY-  LA/ACADIA
 BK2863  USGS QUAD   -  BASILE (1985)
 BK2863
 BK2863                         *CURRENT SURVEY CONTROL
 BK2863  ___________________________________________________________________
 BK2863* NAD 83(1992)-  30 26 57.83214(N)    092 34 05.36859(W)     ADJUSTED  
 BK2863* NAVD 88     -        13.0    (meters)      43.     (feet)  VERTCON   
 BK2863  ___________________________________________________________________
 BK2863  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BK2863  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2863
 BK2863  HORZ ORDER  -  SECOND
 BK2863
 BK2863.The horizontal coordinates were established by classical geodetic methods
 BK2863.and adjusted by the National Geodetic Survey in January 1993..
 BK2863
 BK2863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2863
 BK2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2863
 BK2863.The geoid height was determined by GEOID03.
 BK2863
 BK2863;                    North         East     Units Scale Factor Converg.
 BK2863;SPC LA S     -   216,720.781   881,404.327   MT  0.99995628   -0 37 02.7
 BK2863;SPC LA S     -   711,024.76  2,891,740.70   sFT  0.99995628   -0 37 02.7
 BK2863;UTM  15      - 3,368,663.162   541,461.419   MT  0.99962121   +0 13 07.9
 BK2863
 BK2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2863!SPC LA S     -   1.00000225  x   0.99995628  =   0.99995853
 BK2863!UTM  15      -   1.00000225  x   0.99962121  =   0.99962346
 BK2863
 BK2863:                Primary Azimuth Mark                     Grid Az
 BK2863:SPC LA S     -  MAXIE TV STA KLFY MAST                   128 09 06.7
 BK2863:UTM  15      -  MAXIE TV STA KLFY MAST                   127 18 56.1
 BK2863
 BK2863|---------------------------------------------------------------------|
 BK2863| PID    Reference Object                     Distance      Geod. Az  |
 BK2863|                                                           dddmmss.s |
 BK2863| BK2837 MAXIE TV STA KLFY MAST              APPROX.23.1 KM 1273204.0 |
 BK2863| BK2864 MC GEE LDH 1974 RM 1                 19.533 METERS 24132     |
 BK2863| CW2093 MCGEE RM 2                           26.240 METERS 31340     |
 BK2863| BK0971 1 V 40                                             3544430.3 |
 BK2863|---------------------------------------------------------------------|
 BK2863
 BK2863                          SUPERSEDED SURVEY CONTROL
 BK2863
 BK2863  NAD 83(1986)-  30 26 57.85201(N)    092 34 05.36236(W) AD(       ) 2
 BK2863  NAD 27      -  30 26 57.13025(N)    092 34 04.86605(W) AD(       ) 2
 BK2863  NGVD 29 (07/19/86)   13.0    (m)           43.     (f) VERT ANG       
 BK2863
 BK2863.Superseded values are not recommended for survey control.
 BK2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2863.See file dsdata.txt to determine how the superseded data were derived.
 BK2863
 BK2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4146168663(NAD 83)
 BK2863_MARKER: DD = SURVEY DISK
 BK2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2863_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2863+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 BK2863
 BK2863  HISTORY     - Date     Condition        Report By
 BK2863  HISTORY     - 1974     MONUMENTED       LADH
 BK2863  HISTORY     - 20060306 GOOD             USPSQD
 BK2863
 BK2863                          STATION DESCRIPTION
 BK2863
 BK2863'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2863'THE STATION IS LOCATED 3 MILES SOUTHEAST OF BASILE, 9 MILES SOUTHWEST
 BK2863'OF EUNICE AND 7 MILES NORTHWEST OF IOTA, IN THE NORTHWEST QUARTER OF
 BK2863'SECTION 15, T7S, R2W, AND ON THE PROPERTY OWNED BY MRS. ELSE MCGEE,
 BK2863'RT. 1, BOX 287, BASILE, LA. TELEPHONE 432-6340.
 BK2863'
 BK2863'TO REACH THE STATION FROM THE SOUTHEASTERN PART OF BASILE AT THE
 BK2863'INTERSECTION OF U. S. HIGHWAY 190 AND STATE HIGHWAY 371 GO EAST
 BK2863'ALONG U. S. HIGHWAY 190 FOR 0.6 MILE TO THE INTERSECTION WITH STATE
 BK2863'HIGHWAY 97, TURN RIGHT AND GO SOUTH ALONG STATE HIGHWAY 97 FOR 2.9
 BK2863'MILES TO THE STATION ON THE LEFT AND EAST OF THE HIGHWAY NEAR A
 BK2863'EAST-WEST FENCE.
 BK2863'
 BK2863'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ON STATE
 BK2863'HIGHWAY 97 FOR 0.15 MILE TO MARK SET ON THE RIGHT AND EAST OF THE
 BK2863'HIGHWAY NEAR A FENCE.
 BK2863'
 BK2863'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2863'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2863'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2863'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2863'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2863'STAMPED MCGEE 1974.  IT IS 106 FEET EAST OF THE CENTER OF STATE
 BK2863'HIGHWAY 97, 105 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 63 FEET
 BK2863'EAST OF A FENCE CORNER, 2.5 FEET NORTH OF A FENCE AND 2 FEET NORTH OF
 BK2863'A METAL WITNESS POST AND SIGN.
 BK2863'
 BK2863'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2863'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2863'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2863'STAMPED MCGEE RM 1 1974.  IT IS 51 FEET EAST OF THE CENTER OF
 BK2863'STATE HIGHWAY 97, 28.5 FEET SOUTH OF A FENCE, 28.5 FEET SOUTHEAST
 BK2863'OF THE NORTH END OF A SIDE-DRAIN, 17 FEET EAST-NORTHEAST OF THE
 BK2863'SOUTH END OF A SIDE-DRAIN, AND 7.5 FEET EAST OF A FENCE.
 BK2863'
 BK2863'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2863'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2863'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2863'STAMPED MCGEE RM 2 1974.  IT IS 61 FEET NORTH OF A FENCE CORNER,
 BK2863'49 FEET SOUTH OF THE CENTER OF A CATTLE GUARD, 43 FEET EAST OF THE
 BK2863'CENTER OF STATE HIGHWAY 97, 39 FEET SOUTH-SOUTHEAST OF THE
 BK2863'SOUTH END OF A SIDE-DRAIN AND 2 FEET EAST OF A FENCE.
 BK2863'
 BK2863'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2863'U. S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN TOP OF A
 BK2863'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 BK2863'IS STAMPED 1V40 1968.  IT IS 113 FEET SOUTH-SOUTHEAST OF THE SOUTH
 BK2863'END OF A DOUBLE PIPE CROSS-DRAIN, 54 FEET EAST OF THE CENTER OF
 BK2863'STATE HIGHWAY 97, 11 FEET EAST OF A FENCE CORNER, 1 FOOT
 BK2863'NORTHWEST OF A FENCE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST
 BK2863'AND SIGN.
 BK2863'
 BK2863'NEAREST TOWN--BASILE.
 BK2863
 BK2863                          STATION RECOVERY (2006)
 BK2863
 BK2863'RECOVERY NOTE BY US POWER SQUADRON 2006 (WRH)
 BK2863'RM2  GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2994 ***********************************************************************
 CP2994  DESIGNATION -  MCKAY AZ MK
 CP2994  PID         -  CP2994
 CP2994  STATE/COUNTY-  LA/RICHLAND
 CP2994  USGS QUAD   -  BEE BAYOU (1987)
 CP2994
 CP2994                         *CURRENT SURVEY CONTROL
 CP2994  ___________________________________________________________________
 CP2994* NAD 83(1992)-  32 27 22.13577(N)    091 44 10.16103(W)     ADJUSTED  
 CP2994* NAVD 88     -        31.     (meters)     102.     (feet)  VERTCON   
 CP2994  ___________________________________________________________________
 CP2994  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CP2994  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP2994
 CP2994  HORZ ORDER  -  SECOND
 CP2994
 CP2994.The horizontal coordinates were established by classical geodetic methods
 CP2994.and adjusted by the National Geodetic Survey in May 1994..
 CP2994
 CP2994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2994
 CP2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2994
 CP2994.The geoid height was determined by GEOID03.
 CP2994
 CP2994;                    North         East     Units Scale Factor Converg.
 CP2994;SPC LA N     -   217,144.790 1,071,814.856   MT  0.99995877   +0 24 13.8
 CP2994;SPC LA N     -   712,415.87  3,516,445.91   sFT  0.99995877   +0 24 13.8
 CP2994;UTM  15      - 3,591,701.317   618,786.164   MT  0.99977400   +0 40 42.0
 CP2994
 CP2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2994!SPC LA N     -   0.99999923  x   0.99995877  =   0.99995800
 CP2994!UTM  15      -   0.99999923  x   0.99977400  =   0.99977323
 CP2994
 CP2994:                Primary Azimuth Mark                     Grid Az
 CP2994:SPC LA N     -  MCKAY RESET                              271 48 20.6
 CP2994:UTM  15      -  MCKAY RESET                              271 31 52.4
 CP2994
 CP2994|---------------------------------------------------------------------|
 CP2994| PID    Reference Object                     Distance      Geod. Az  |
 CP2994|                                                           dddmmss.s |
 CP2994| CP3046 MCKAY RESET                         APPROX. 2.2 KM 2721234.4 |
 CP2994|---------------------------------------------------------------------|
 CP2994
 CP2994                          SUPERSEDED SURVEY CONTROL
 CP2994
 CP2994  NAD 83(1992)-  32 27 22.13595(N)    091 44 10.16090(W) AD(       ) 2
 CP2994  NAD 83(1986)-  32 27 22.14778(N)    091 44 10.15352(W) AD(       ) 2
 CP2994  NAD 27      -  32 27 21.63470(N)    091 44 09.70419(W) AD(       ) 2
 CP2994  NGVD 29 (07/19/86)   31.     (m)          102.     (f) VERT ANG       
 CP2994
 CP2994.Superseded values are not recommended for survey control.
 CP2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2994.See file dsdata.txt to determine how the superseded data were derived.
 CP2994
 CP2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1878691701(NAD 83)
 CP2994_MARKER: DZ = AZIMUTH MARK DISK
 CP2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2994_STAMPING: MCKAY LADH 1970 AZ MK
 CP2994_MARK LOGO: LADTD 
 CP2994_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2994+STABILITY: SURFACE MOTION
 CP2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2994+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1985
 CP2994
 CP2994  HISTORY     - Date     Condition        Report By
 CP2994  HISTORY     - 1970     MONUMENTED       LADTD
 CP2994  HISTORY     - 1973     GOOD             LADTD
 CP2994  HISTORY     - 1981     GOOD             LADTD
 CP2994  HISTORY     - 19850101 GOOD             NGS
 CP2994
 CP2994                          STATION DESCRIPTION
 CP2994
 CP2994'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2994'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2994'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK CEMENTED IN
 CP2994'A DRILL HOLE IN THE APPROACH SLAB OF AN OVERPASS THAT IS
 CP2994'FLUSH WITH THE CONCRETE SLAB.  IT IS STAMPED MCKAY AZ
 CP2994'MK 1970.  IT IS 16 FEET NORTHWEST OF A CEMENT SLAB AT THE
 CP2994'SOUTH END OF AN OVERPASS, 14 FEET SOUTHEAST OF THE CENTER OF
 CP2994'STATE HIGHWAY 3048, 3 FEET EAST-SOUTHEAST OF THE SOUTHWEST
 CP2994'CORNER OF THE STATE HIGHWAY OVERPASS ON INTERSTATE 20, 2.5
 CP2994'FEET EAST OF THE CORNER OF A FENCE, AND 2 FEET EAST OF A
 CP2994'WITNESS POST AND SIGN.
 CP2994
 CP2994                          STATION RECOVERY (1973)
 CP2994
 CP2994'RECOVERY NOTE BY LA TRANSP AND DEV 1973 (RT)
 CP2994'THE STATION IS LOCATED 1.5 MILES SOUTH OF DOWNTOWN RAYVILLE, 15
 CP2994'MILES WEST OF DELHI, AND 4.5 MILES NORTH OF DEHLCO, T17N-R7E.
 CP2994'
 CP2994'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP2994'STATE HIGHWAY 137 IN RAYVILLE, GO SOUTH ALONG STATE HIGHWAY 137
 CP2994'FOR 1.5 MILES TO THE INTERCHANGE ON INTERSTATE 20.  THEN EAST
 CP2994'ON INTERSTATE 20 FOR 0.4 MILE TO THE MARK TO THE SOUTH.
 CP2994'
 CP2994'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2994'AZIMUTH MARK DISC SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2994'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED
 CP2994'MC KAY AZ MK 1970.  IT IS 14 FEET WEST OF THE CENTER OF STATE
 CP2994'HIGHWAY 3048, 2.5 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 CP2994'OVERPASS, 2 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A METAL GUARD
 CP2994'RAIL, AND 1 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 CP2994'SIGN.
 CP2994'
 CP2994'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2994
 CP2994                          STATION RECOVERY (1981)
 CP2994
 CP2994'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2994'STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2994'DESCRIBED.
 CP2994
 CP2994                          STATION RECOVERY (1985)
 CP2994
 CP2994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (SLC)
 CP2994'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3046 ***********************************************************************
 CP3046  DESIGNATION -  MCKAY RESET
 CP3046  PID         -  CP3046
 CP3046  STATE/COUNTY-  LA/RICHLAND
 CP3046  USGS QUAD   -  RAYVILLE (1982)
 CP3046
 CP3046                         *CURRENT SURVEY CONTROL
 CP3046  ___________________________________________________________________
 CP3046* NAD 83(1992)-  32 27 24.85010(N)    091 45 33.36933(W)     ADJUSTED  
 CP3046* NAVD 88     -        33.0    (meters)     108.     (feet)  VERTCON   
 CP3046  ___________________________________________________________________
 CP3046  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CP3046  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP3046
 CP3046  HORZ ORDER  -  SECOND
 CP3046
 CP3046.The horizontal coordinates were established by classical geodetic methods
 CP3046.and adjusted by the National Geodetic Survey in January 1993..
 CP3046
 CP3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3046
 CP3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3046
 CP3046.The geoid height was determined by GEOID03.
 CP3046
 CP3046;                    North         East     Units Scale Factor Converg.
 CP3046;SPC LA N     -   217,213.312 1,069,641.249   MT  0.99995889   +0 23 29.8
 CP3046;SPC LA N     -   712,640.67  3,509,314.66   sFT  0.99995889   +0 23 29.8
 CP3046;UTM  15      - 3,591,759.418   616,612.663   MT  0.99976769   +0 39 57.4
 CP3046
 CP3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3046!SPC LA N     -   0.99999891  x   0.99995889  =   0.99995780
 CP3046!UTM  15      -   0.99999891  x   0.99976769  =   0.99976660
 CP3046
 CP3046:                Primary Azimuth Mark                     Grid Az
 CP3046:SPC LA N     -  RAYVILLE MUNICIPAL TANK                  007 02 36.0
 CP3046:UTM  15      -  RAYVILLE MUNICIPAL TANK                  006 46 08.4
 CP3046
 CP3046|---------------------------------------------------------------------|
 CP3046| PID    Reference Object                     Distance      Geod. Az  |
 CP3046|                                                           dddmmss.s |
 CP3046| CP3042 RAYVILLE MUNICIPAL TANK             APPROX. 2.5 KM 0072605.8 |
 CP3046| CP3045 RAYVILLE GIN RAD STA KER 457        APPROX. 0.9 KM 0081125.2 |
 CP3046| CY5023 MCKAY RM 1                           15.262 METERS 01026     |
 CP3046| CP3044 RAYVILLE UNION COMP CO TANK         APPROX. 2.2 KM 0120313.7 |
 CP3046| CP2994 MCKAY AZ MK                         APPROX. 2.2 KM 0921149.8 |
 CP3046| CP3047 MCKAY RM 2                           16.914 METERS 31025     |
 CP3046|---------------------------------------------------------------------|
 CP3046
 CP3046                          SUPERSEDED SURVEY CONTROL
 CP3046
 CP3046  NAD 83(1986)-  32 27 24.86214(N)    091 45 33.36210(W) AD(       ) 2
 CP3046  NAD 27      -  32 27 24.34952(N)    091 45 32.91106(W) AD(       ) 2
 CP3046  NGVD 29 (07/19/86)   33.0    (m)          108.     (f) VERT ANG       
 CP3046
 CP3046.Superseded values are not recommended for survey control.
 CP3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3046.See file dsdata.txt to determine how the superseded data were derived.
 CP3046
 CP3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1661391759(NAD 83)
 CP3046_MARKER: DD = SURVEY DISK
 CP3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3046_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3046_STAMPING: MCKAY 1970 1985
 CP3046_MARK LOGO: LADTD 
 CP3046_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3046+STABILITY: SURFACE MOTION
 CP3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3046+SATELLITE: SATELLITE OBSERVATIONS - 1985
 CP3046
 CP3046  HISTORY     - Date     Condition        Report By
 CP3046  HISTORY     - 1985     MONUMENTED       LADTD
 CP3046
 CP3046                          STATION DESCRIPTION
 CP3046
 CP3046'DESCRIBED BY LA TRANSP AND DEV 1985 (SLC)
 CP3046'THE STATION WAS VISITED IN AUGUST 1985.  REFERENCE MARKS 1 AND 2 AND
 CP3046'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE SURFACE STATION
 CP3046'MARK WAS FOUND LAYING ON THE TOP OF THE GROUND.  THE UNDERGROUND MARK
 CP3046'WAS RECOVERED IN GOOD CONDITION.  DISTANCES AND DIRECTIONS WERE
 CP3046'OBTAINED FROM THE UNDERGROUND MARK TO VERIFY ITS LOCATION.  A NEW
 CP3046'SURFACE STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK WITH
 CP3046'DISTANCES AND DIRECTIONS ALSO OBTAINED FROM THE SURFACE STATION MARK.
 CP3046' 
 CP3046'THE STATION IS LOCATED 2.4 KM (1.5 MI) SOUTH OF RAYVILLE, 12.2 KM (7.6
 CP3046'MI) WEST OF HOLLY RIDGE AND 11.3 KM (7 MI) NORTH OF ARCHIBALD, IN THE
 CP3046'SOUTHWEST QUARTER OF SECTION 16, T 17 N, R 7 E, --OWNERSHIP LOUISIANA
 CP3046'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP3046' 
 CP3046'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE INTERSECTION OF
 CP3046'US HIGHWAY 80 AND STATE HIGHWAY 137 IN RAYVILLE, DRIVE SOUTH ALONG
 CP3046'HIGHWAY 137 FOR 2.3 KM (1.4 MI) TO THE INTERCHANGE ON INTERSTATE 20.
 CP3046'THE STATION IS SET IN THE MEDIAN OF INTERSTATE 20 NEAR THE NORTHWEST
 CP3046'CORNER OF THE OVERPASS ON THE EAST BOUND LANE OF INTERSTATE 20.
 CP3046' 
 CP3046'THE STATION IS A STANDARD LADH DISK STAMPED--MCKAY 1970 1985--, SET
 CP3046'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 CP3046'DIAMETER PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 19 FT
 CP3046'(5.8 M) N FROM THE CENTER OF THE EAST BOUND LANE OF INTERSTATE 20, 4.5
 CP3046'FT (1.4 M) N FROM A GUARD RAIL, 3.5 FT (1.1 M) NW FROM THE NORTHWEST
 CP3046'CORNER OF THE EAST BOUND OVERPASS, 3 FT (0.9 M) E FROM A METAL WITNESS
 CP3046'POST WITH SIGN ATTACHED, AND 2.5 FT (0.8 M) WNW FROM A METAL WITNESS
 CP3046'POST WITH SIGN ATTACHED.
 CP3046' 
 CP3046'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--MCKAY 1970--,
 CP3046'SET INTO AND IRREGULAR MASS OF CONCRETE 1.5 FT (0.5 M) BELOW THE
 CP3046'SURFACE.
 CP3046' 
 CP3046'REFERENCE MARK NO 1 IS A STANDARD LADH DISK STAMPED--MCKAY RM 1
 CP3046'1970--, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF THE ABUTMENT
 CP3046'ON THE WEST BOUND OVERPASS.  IT IS LOCATED 20 FT (6.1 M) S FROM THE
 CP3046'CENTER OF THE WEST BOUND LANE OF INTERSTATE 20, 3 FT (0.9 M) N FROM
 CP3046'THE SOUTHWEST ABUTMENT ON THE WEST BOUND LANE ON I-20, AND 2.5 FT (0.8
 CP3046'M) SSE FROM THE SOUTHWEST CORNER OF THE WEST BOUND OVERPASS.
 CP3046' 
 CP3046'REFERENCE MARK NO 2 IS A STANDARD LADH DISK STAMPED--MCKAY RM 2
 CP3046'1970--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CP3046'CM IN DIAMETER FLUSH WITH GROUND LOCATED 59 FT (18 M) WNW FROM THE
 CP3046'NORTHWEST CORNER OF THE EAST BOUND BRIDGE ON I-20, 54 FT (16.5 M) SW
 CP3046'FROM THE SOUTHWEST CORNER OF THE WEST BOUND BRIDGE ON I-20, 49 FT
 CP3046'(14.9 M) N FROM THE CENTER OF THE EAST BOUND LANE ON I-20, AND 38 FT
 CP3046'(11.6 M) S FROM THE CENTER OF THE WEST BOUND LANE ON I-20.
 CP3046' 
 CP3046'AZIMUTH MARK NO 1 IS A STANDARD LADH DISK STAMPED--MCKAY AZ MK 1970--,
 CP3046'CEMENTED IN A DRILL HOLE IN THE APPROACH SLAB OF AN OVERPASS OVER
 CP3046'INTERSTATE 20.  IT IS LOCATED 14 FT (4.3 M) SE FROM THE CENTER OF
 CP3046'STATE HIGHWAY 3048, 3 FT (0.9 M) ESE FROM THE SOUTHWEST CORNER OF THE
 CP3046'OVERPASS, 2.5 FT (0.8 M) E FROM THE CORNER OF A FENCE, AND 2 FT (0.6
 CP3046'M) E FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP3046' 
 CP3046'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG THE EAST
 CP3046'BOUND LANE OF INTERSTATE 20 FOR 2.1 KM (1.3 MI) TO THE OVERPASS ON
 CP3046'STATE HIGHWAY 3048 WITH THE MARK SET IN THE SOUTHWEST CORNER OF THE
 CP3046'OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1511 ***********************************************************************
 CP1511  DESIGNATION -  MCMELLIN
 CP1511  PID         -  CP1511
 CP1511  STATE/COUNTY-  LA/TENSAS
 CP1511  USGS QUAD   -  NEWELLTON (1994)
 CP1511
 CP1511                         *CURRENT SURVEY CONTROL
 CP1511  ___________________________________________________________________
 CP1511* NAD 83(1992)-  32 07 17.87670(N)    091 11 23.60907(W)     ADJUSTED  
 CP1511* NAVD 88     -        24.189  (meters)      79.36   (feet)  ADJUSTED  
 CP1511  ___________________________________________________________________
 CP1511  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CP1511  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1511  DYNAMIC HT  -          24.160 (meters)      79.26  (feet)  COMP
 CP1511  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 CP1511
 CP1511  HORZ ORDER  -  FIRST
 CP1511  VERT ORDER  -  FIRST     CLASS II
 CP1511
 CP1511.The horizontal coordinates were established by classical geodetic methods
 CP1511.and adjusted by the National Geodetic Survey in May 1994..
 CP1511
 CP1511.The orthometric height was determined by differential leveling
 CP1511.and adjusted by the National Geodetic Survey in February 1994..
 CP1511
 CP1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1511
 CP1511.The geoid height was determined by GEOID03.
 CP1511
 CP1511.The dynamic height is computed by dividing the NAVD 88
 CP1511.geopotential number by the normal gravity value computed on the
 CP1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1511.degrees latitude (g = 980.6199 gals.).
 CP1511
 CP1511.The modeled gravity was interpolated from observed gravity values.
 CP1511
 CP1511;                    North         East     Units Scale Factor Converg.
 CP1511;SPC LA N     -   180,546.116 1,123,619.799   MT  0.99992105   +0 41 33.6
 CP1511;SPC LA N     -   592,341.72  3,686,409.29   sFT  0.99992105   +0 41 33.6
 CP1511;SPC MS W     -   290,957.458   619,170.891   MT  1.00003054   -0 27 19.7
 CP1511;SPC MS W     -   954,582.93  2,031,396.50   sFT  1.00003054   -0 27 19.7
 CP1511;UTM  15      - 3,555,352.392   670,760.777   MT  0.99995961   +0 57 45.7
 CP1511
 CP1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1511!SPC LA N     -   1.00000034  x   0.99992105  =   0.99992139
 CP1511!SPC MS W     -   1.00000034  x   1.00003054  =   1.00003088
 CP1511!UTM  15      -   1.00000034  x   0.99995961  =   0.99995995
 CP1511
 CP1511:                Primary Azimuth Mark                     Grid Az
 CP1511:SPC LA N     -  MCMELLIN AZ MK                           087 17 04.1
 CP1511:SPC MS W     -  MCMELLIN AZ MK                           088 25 57.4
 CP1511:UTM  15      -  MCMELLIN AZ MK                           087 00 52.0
 CP1511
 CP1511|---------------------------------------------------------------------|
 CP1511| PID    Reference Object                     Distance      Geod. Az  |
 CP1511|                                                           dddmmss.s |
 CP1511| CP1607 MCMELLIN AZ MK                                     0875837.7 |
 CP1511| CP1513 MCMELLIN RM 1                       189.280 METERS 09002     |
 CP1511| CP1697 TYLER                               APPROX.16.5 KM 1265156.0 |
 CP1511| CP1514 MCMELLIN RM 2                        24.080 METERS 18442     |
 CP1511| CP1605 MCMELLIN RM 4                        31.495 METERS 20935     |
 CP1511| CP1604 MCMELLIN RM 3                        72.790 METERS 26406     |
 CP1511|---------------------------------------------------------------------|
 CP1511
 CP1511                          SUPERSEDED SURVEY CONTROL
 CP1511
 CP1511  NAD 83(1992)-  32 07 17.88588(N)    091 11 23.60785(W) AD(       ) 1
 CP1511  NAD 83(1986)-  32 07 17.88842(N)    091 11 23.60649(W) AD(       ) 1
 CP1511  NAD 27      -  32 07 17.33525(N)    091 11 23.20560(W) AD(       ) 1
 CP1511  NAVD 88 (06/15/91)   24.194  (m)           79.38   (f) UNKNOWN     1 2
 CP1511  NGVD 29 (??/??/??)   24.212  (m)           79.44   (f) ADJUSTED    1 2
 CP1511
 CP1511.Superseded values are not recommended for survey control.
 CP1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1511.See file dsdata.txt to determine how the superseded data were derived.
 CP1511
 CP1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7076155352(NAD 83)
 CP1511_MARKER: DS = TRIANGULATION STATION DISK
 CP1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1511_STAMPING: MCMELLIN 1929
 CP1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1511+STABILITY: SURFACE MOTION
 CP1511
 CP1511  HISTORY     - Date     Condition        Report By
 CP1511  HISTORY     - 1929     MONUMENTED       CGS
 CP1511  HISTORY     - 1935     GOOD             CGS
 CP1511  HISTORY     - 1937     GOOD             LAGS
 CP1511  HISTORY     - 1963     GOOD             CGS
 CP1511  HISTORY     - 1970     GOOD             LADH
 CP1511  HISTORY     - 1971     GOOD             NGS
 CP1511  HISTORY     - 1973     GOOD             NGS
 CP1511  HISTORY     - 1973     GOOD             LADTD
 CP1511  HISTORY     - 1979     GOOD             NGS
 CP1511
 CP1511                          STATION DESCRIPTION
 CP1511
 CP1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP1511'ABOUT 7 MILES BY ROAD, NE OF NEWELTON, 2-1/2 MILES E OF
 CP1511'BALMORALS STORE 2 MILES E OF U.S. HIGHWAY 65, 0.9 MILE E
 CP1511'OF MC MELLINS STORE ON MC MELLIN PLANTATION, ABOUT 300 METERS
 CP1511'(984 FEET) W OF PLANTATION HOUSE, 15.8 METERS (52 FEET) N
 CP1511'OF CENTER LINE OF SAND ROAD AND 11.0 METERS (36 FEET) ENE
 CP1511'OF 20-INCH CHINABERRY TREE.
 CP1511'
 CP1511'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CP1511'DISKS SET IN CONCRETE.
 CP1511'
 CP1511'REFERENCE MARK NO. 1 IS 150 METERS (492 FEET) W OF PLANTATION
 CP1511'HOUSE, 6.4 METERS (21 FEET) N OF CENTER LINE OF ROAD, 18.9
 CP1511'METERS (62 FEET) N OF CENTER OF 48-INCH OAK TREE, 1.7 METERS
 CP1511'(5.6 FEET) W OF FENCE, AND 189.28 METERS (621.0 FEET) FROM
 CP1511'STATION S 89 DEG 58 MIN E.
 CP1511'
 CP1511'REFERENCE MARK NO. 2 IS 8.3 METERS (27 FEET) S OF CENTER
 CP1511'LINE OF ROAD, 4.0 METERS (13 FEET) NE OF CENTER OF 48-INCH
 CP1511'STUMP, AND 24.08 METERS (79.0 FEET) FROM STATION
 CP1511'S 4 DEG 42 MIN W.
 CP1511
 CP1511                          STATION RECOVERY (1935)
 CP1511
 CP1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP1511'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED AND
 CP1511'IN GOOD CONDITION.
 CP1511'
 CP1511'SURFACE MONUMENT IS 18 INCHES UNDERGROUND.
 CP1511'
 CP1511'PLANTATION HOUSE MENTIONED IN ORIGINAL DESCRIPTION IS THE
 CP1511'FIRST ONE E OF THE MC MELLIN HOME.
 CP1511
 CP1511                          STATION RECOVERY (1937)
 CP1511
 CP1511'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 CP1511'DESCRIPTION IS PERFECT IN EVERY RESPECT.  MARK IS IN GOOD
 CP1511'CONDITION.
 CP1511
 CP1511                          STATION RECOVERY (1963)
 CP1511
 CP1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 CP1511'THE STATION WAS VISITED 3-4-63 AND THE STATION MARK AND
 CP1511'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 CP1511'MARK NO. 2 WAS FOUND UPROOTED AND DESTROYED, THE DISK WAS
 CP1511'RECLAIMED AT THIS DATE.  REFERENCE MARK NO. 3 AND NO. 4
 CP1511'WERE ESTABLISHED AT THIS DATE.  REFERENCE MARK NO. 1 WAS
 CP1511'REQUESTED MOVED DUE TO ROAD CONSTRUCTION.  REFERENCE MARK
 CP1511'NO. 1 HAD SERVED AS AN AZIMUTH MARK FOR THE STATION, THERFORE
 CP1511'AN AZIMUTH MARK WAS ESTABLISHED FROM THE DIRECTION TO
 CP1511'REFERENCE MARK NO. 1 WHICH WAS THEN DESTROYED AND THE DISK
 CP1511'RECLAIMED.  THE STATION IS ABOUT 10-INCHES BELOW THE
 CP1511'SURFACE OF THE GROUND.  A METAL WITNESS POST WAS SET AT THE
 CP1511'STATION BY THE CONSENT OF THE MANAGER OF THE LAKE ESTATE.  A
 CP1511'NEW DESCRIPTION FOLLOWS--
 CP1511'
 CP1511'THE STATION IS ABOUT 6 MILES NNE OF NEWLTON, ON PROPERTY
 CP1511'OWNED BY THE LAKE ESTATE, 0.9 MILE EAST OF A SMALL CEMETERY,
 CP1511'AT THE SOUTH EDGE OF A CULTIVATED FIELD, 621 FEET WEST OF A
 CP1511'FENCE LINE AT THE WEST EDGE OF MR. THOMAS PECAN ORCHARD,
 CP1511'52 FEET NORTH OF THE CENTER OF STATE HIGHWAY 608, 223 FEET
 CP1511'EAST OF A POWER POLE IN THE CULTIVATED FIELD, 264 FEET EAST
 CP1511'OF A TENANT HOUSE AND ABOUT 75 YARDS NORTHEAST OF THE END
 CP1511'OF THE BAYOU.  IT IS 2 FEET WEST OF A METAL WITNESS POST.
 CP1511'IT IS A STANDARD DISK, STAMPED MC MELLIN 1929, 10 INCHES
 CP1511'BELOW THE LEVEL OF THE GROUND.
 CP1511'
 CP1511'REFERENCE MARK NO. 3 IS 238.80 FEET WEST OF THE STATION,
 CP1511'IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 37 FEET SOUTHEAST
 CP1511'OF THE SOUTHEAST CORNER OF A TENANT HOUSE, 52 FEET NORTH OF
 CP1511'THE CENTERLINE OF THE HIGHWAY, 70 FEET SOUTH OF A POWER POLE
 CP1511'IN THE FIELD, ABOUT OPPOSITE AND NORTH OF THE EAST END OF
 CP1511'THE BAYOU AT LOW WATER, AND 1 FOOT NORTH OF A METAL WITNESS
 CP1511'POST.  IT IS A STANDARD DISK, STAMPED MC MELLIN NO 3 1929,
 CP1511'PROJECTING 4 INCHES.
 CP1511'
 CP1511'REFERENCE MARK NO. 4 IS 103.24 FEET SOUTH-SOUTHWEST OF THE
 CP1511'STATION, ABOUT 3 FEET LOWER THAN THE STATION ON THE BRIM
 CP1511'OF THE HILL THAT SLOPES TO THE SOUTH, AT A T FENCE CORNER,
 CP1511'40 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT SOUTH
 CP1511'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CP1511'MC MELLIN NO 4 1929, PROJECTS 4 INCHES.
 CP1511'
 CP1511'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION AT THE
 CP1511'FENCE LINE IN THE WEST EDGE OF THE PECAN ORCHARD, 49 FEET
 CP1511'NORTH OF THE CENTER OF THE HIGHWAY, 57.5 FEET SOUTH OF A
 CP1511'2-FOOT PECAN TREE, 82.5 FEET SOUTH OF A FENCE CORNER, 56
 CP1511'FEET SOUTHWEST OF A LARGE FORKED PECAN TREE, THE MOST WESTERLY
 CP1511'ONE OF SIX IN AN EAST-WEST ROW, 1 FOOT EAST OF A FENCELINE,
 CP1511'1 FOOT SOUTH OF A METAL WITNESS POST, AND 4 FEET NORTH OF
 CP1511'A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED MC MELLIN
 CP1511'1929, PROJECTING 6 INCHES.
 CP1511'
 CP1511'TO REACH THE STATION FROM THE POST OFFICE AT NEWELLTON, GO
 CP1511'NORTH ON STATE HIGHWAY 605 FOR 0.35 MILE TO A FORK, TAKE
 CP1511'LEFT FORK AND GO NORTH ON STATE HIGHWAY 605 FOR 3.05 MILE TO
 CP1511'A FORK, TAKE RIGHT FORK AND GO NORTHEAST FOR 1.75 MILE ON
 CP1511'STATE HIGHWAY 608 TO THE STATION ON THE LEFT.  CONTINUE
 CP1511'EAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP1511
 CP1511                          STATION RECOVERY (1970)
 CP1511
 CP1511'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (CWB)
 CP1511'THE STATION IS LOCATED ABOUT 12.8 MILES NORTHEAST OF NEWELLTON
 CP1511'VIA THE FOLLOWING ROUTE--STARTING AT NEWELLTON HIGH SCHOOL,
 CP1511'GO WEST ALONG LOUISIANA HIGHWAY 4 FOR 0.8 MILE TO THE INTERSECTION
 CP1511'WITH U.S. HIGHWAY 65.  THENCE IN A NORTHERLY DIRECTION ALONG
 CP1511'U.S. HIGHWAY 65 FOR 6.8 MILES TO THE INTERSECTION WITH LOUISIANA
 CP1511'HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605 FOR
 CP1511'3.4 MILES TO THE INTERSECTION WITH LOUISIANA HIGHWAY 608.
 CP1511'THENCE IN A NORTHEAST DIRECTION ALONG LOUISIANA HIGHWAY 608
 CP1511'FOR 1.8 MILE TO THE STATION.  IT IS 46 FEET NORTHWEST OF THE
 CP1511'CENTERLINE OF LOUISIANA HIGHWAY 608, 239 FEET NORTHEAST OF
 CP1511'REFERENCED MARK NO. 3, 103 FEET NORTHWEST OF REFERENCE MARK
 CP1511'NO. 4, 183 FEET SOUTHWEST OF A POWER POLE.  SET IN TOP OF
 CP1511'A CONCRETE POST THAT IS 1 FOOT UNDERGROUND, IN EDGE OF A
 CP1511'CULTIVATED FIELD, 620 FEET WEST OF A FENCE AT THE WEST EDGE OF
 CP1511'THOMAS PECAN GROVE.  A METAL WITNESS POST IS SET 2 FEET
 CP1511'EAST OF THE STANDARD DISK STAMPED MC MELLIN 1929.
 CP1511'
 CP1511'REFERENCE MARK NO. 3 IS 239 FEET SOUTHWEST OF THE STATION
 CP1511'IN THE EDGE OF A CULTIVATED FIELD.  50 FEET NORTHWEST OF THE
 CP1511'CENTERLINE OF LOUISIANA HIGHWAY 608, 69 FEET SOUTH OF A
 CP1511'POWER POLE IN THE FIELD, 27 FEET NORTHEAST OF A FIELD ROAD.
 CP1511'A STANDARD DISK SET IN TOP OF A CONCRETE POST STAMPED MC MELLIN
 CP1511'NO. 3 1929, ABOUT LEVEL WITH THE GROUND.  A METAL WITNESS
 CP1511'POST IS SET 1 FOOT SOUTH OF THE MARK.
 CP1511'
 CP1511'REFERENCE MARK NO. 4 IS 103 FEET SOUTHWEST OF THE STATION
 CP1511'ON THE EDGE OF A HILL SLOPING SOUTHEAST, 40 FEET SOUTH OF
 CP1511'THE CENTERLINE OF LOUISIANA HIGHWAY 608, 1 FOOT SOUTH OF
 CP1511'RIGHT OF WAY FENCE, 234 FEET SOUTHWEST OF A POWER POLE WITH
 CP1511'TWO GUYS.  A STANDARD DISK SET IN TOP OF A CONCRETE POST
 CP1511'ABOUT LEVEL WITH THE GROUND AND STAMPED MC MELLIN NO. 4 1929.
 CP1511'A METAL WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 CP1511'
 CP1511'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION AT THE
 CP1511'FENCE LINE IN THE WEST EDGE OF THE PECAN ORCHARD, 49 FEET
 CP1511'NORTH OF THE CENTER OF THE HIGHWAY, 57.5 FEET SOUTH OF A 2 FOOT
 CP1511'PECAN TREE, 82.5 FEET SOUTH OF A FENCE CORNER, 56 FEET SOUTHWEST
 CP1511'OF A LARGE FORKED PECAN TREE, THE MOST WESTERLY ONE OF SIX
 CP1511'IN AN EAST-WEST ROW, 1 FOOT EAST OF A FENCELINE, 1 FOOT
 CP1511'SOUTH OF A METAL WITNESS POST, AND 4 FEET NORTH OF A FENCE
 CP1511'CORNER.  IT IS A STANDARD DISK, STAMPED MC MELLIN 1929,
 CP1511'PROJECTING 6 INCHES.
 CP1511'
 CP1511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.8 MILES
 CP1511'NORTHEAST VIA HWY
 CP1511
 CP1511                          STATION RECOVERY (1971)
 CP1511
 CP1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP1511'RMS MEASURED WITH A 300 FOOT TAPE PULLING 6 KG. TENSION.
 CP1511'
 CP1511'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 CP1511'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL
 CP1511'DIRECTION TO THE REFERENCE MARKS CHECKED THE 1963 OBSERVATIONS
 CP1511'ADEQUATELY.  THE DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE IN
 CP1511'ERROR BY 0.026 METERS.  REFERENCE MARK 3 CHECKED THE 1963
 CP1511'DISTANCE ADEQUATELY.
 CP1511'
 CP1511'DUE TO HIGH VOLTAGE POWERLINE OVER MC MELLIN 1929 A TOWER WAS
 CP1511'ERECTED OVER MC MELLIN RM 3 AND ALL HORIZONTAL DIRECTION TAKEN
 CP1511'AT THIS DATE.
 CP1511'
 CP1511'THE STATION IS ABOUT 14 MILES NORTH-NORTHEAST OF ST. JOSEPH, 5
 CP1511'MILES WEST OF THE MISSISSIPPI RIVER, 4 MILES NORTHEAST OF NEWELLTON
 CP1511'AND ON LAND OWNED BY THE LAKE PLACE PLANTATION, MR. C.M. HEAD,
 CP1511'MANAGER, ROUTE 1, BOX 156, NEWELLTON, LOUISIANA.
 CP1511'
 CP1511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND
 CP1511'STATE HIGHWAY 605, IN NEWELLTON, GO NORTH ON STATE HIGHWAY 605
 CP1511'FOR 0.25 MILES TO THE JUNCTION OF STATE HIGHWAY 887.  CONTINUE
 CP1511'NORTH ON STATE HIGHWAY 605 FOR 3.1 MILES TO THE JUNCTION OF STATE
 CP1511'HIGHWAY 608.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 608 FOR 1.8
 CP1511'MILES TO THE STATION ON THE LEFT.  CONTINUE EAST ON STATE
 CP1511'HIGHWAY 608 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP1511'
 CP1511'STATION MARKS ARE STANDARD DISKS STAMPED MC MELLIN 1929.  THE
 CP1511'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CP1511'MONUMENT THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 45.5
 CP1511'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 608 AND 2 FEET WEST
 CP1511'OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP
 CP1511'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP1511'SURFACE.
 CP1511'
 CP1511'REFERENCE MARK 3, A STANDARD DISK STAMPED MC MELLIN NO 3 1929, IS
 CP1511'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1511'IS FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET SOUTH-SOUTHWEST
 CP1511'OF A POWERLINE POLE, 49 FEET NORTH OF THE CENTERLINE OF STATE
 CP1511'HIGHWAY 608 AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CP1511'
 CP1511'REFERENCE MARK 4, A STANDARD DISK STAMPED MC MELLIN NO 4 1929,
 CP1511'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP1511'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET
 CP1511'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 608, 1 FOOT SOUTH OF A
 CP1511'METAL WITNESS POST AND 0.5 FEET SOUTH OF A FENCE.
 CP1511'
 CP1511'THE AZIMUTH MARK, A STANDARD DISK STAMPED MC MELLIN 1929, IS SET
 CP1511'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1511'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 CP1511'
 CP1511'IT IS 47 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 608, 2
 CP1511'FEET NORTHEAST OF A POWERLINE POLE AND 1 FOOT NORTH OF A METAL
 CP1511'WITNESS POST.
 CP1511'
 CP1511'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 CP1511'
 CP1511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP1511'4 MILES NE OF NEWELLTON.
 CP1511
 CP1511                          STATION RECOVERY (1973)
 CP1511
 CP1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PHA)
 CP1511'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 CP1511'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DISTURBED.
 CP1511'
 CP1511'TO REACH THE STATION FROM NEWELLTON HIGH SCHOOL IN NEWELLTON GO ABOUT
 CP1511'0.45 MILES EAST ALONG LOUISIANA HIGHWAY 4 TO THE INTERSECTION OF
 CP1511'LOUISIANA HIGHWAYS 4 AND 605, THENCE ABOUT 3.35 MILES NORTH ALONG
 CP1511'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS
 CP1511'605 AND 608, THENCE ABOUT 1.80 MILES EAST ALONG LOUISIANA HIGHWAY
 CP1511'608 TO THE STATION ON THE LEFT.  CONTINUE EAST ON LOUISIANA HIGHWAY
 CP1511'608 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP1511'
 CP1511'THE STATION MARK IS A STANDARD DISK STAMPED MCMELLIN 1929.  IT IS
 CP1511'SET IN THE TOP OF A CONCRETE POST THAT IS 8 INCHES BELOW THE GROUND
 CP1511'SURFACE.  IT IS 45.7 FEET NORTH OF THE CENTERLINE OF LOUISIANA
 CP1511'HIGHWAY 608, 184.7 FEET WEST OF A POWERPOLE.  A STEEL WITNESS POST IS
 CP1511'SET 2.5 FEET NORTHEAST OF THE MARK.
 CP1511'
 CP1511'REFERENCE MARK 3, A STANDARD DISK STAMPED MCMELLIN NO 3 1929, IS SET
 CP1511'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP1511'WITH THE GROUND.  IT IS 49.0 FEET NORTH OF THE CENTERLINE OF
 CP1511'LOUISIANA HIGHWAY 608, 70.2 FEET SOUTHWEST OF A POWERPOLE.  A
 CP1511'STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
 CP1511'
 CP1511'REFERENCE MARK 4, A STANDARD DISK STAMPED MCMELLIN NO 4 1929, IS SET
 CP1511'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP1511'INCHES ABOVE THE GROUND.  IT IS 40.0 FEET SOUTH OF THE CENTERLINE
 CP1511'OF LOUISIANA HIGHWAY 608, 0.8 FOOT SOUTH OF A BARBED WIRE FENCE,
 CP1511'17.8 FEET SOUTHWEST OF A 4-INCH X 6-INCH BRACE POST.  A STEEL
 CP1511'WITNESS POST IS SET 1.1 FEET NORTH OF THE MARK.
 CP1511'
 CP1511'THE AZIMUTH MARK, A STANDARD DISK STAMPED MCMELLIN 1929, IS SET IN
 CP1511'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP1511'INCHES ABOVE THE GROUND.  IT IS 45.5 FEET NORTH OF THE CENTERLINE
 CP1511'OF LOUISIANA HIGHWAY 608, 60.0 FEET SOUTHWEST OF A 36-INCH PECAN
 CP1511'TREE, 83.3 FEET SOUTH OF A FENCE CORNER, 1.8 FEET NORTHEAST OF A
 CP1511'POWERPOLE, 0.8 FOOT EAST OF A BARBED WIRE FENCE.  A STEEL
 CP1511'WITNESS POST IS SET 1.3 FEET SOUTH OF THE MARK.  THIS MARK HAS
 CP1511'BEEN DISTURBED AND IS LOOSE IN THE GROUND.
 CP1511'
 CP1511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES NE OF
 CP1511'NEWELLTON.
 CP1511
 CP1511                          STATION RECOVERY (1973)
 CP1511
 CP1511'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 CP1511'5.60 MI N FROM NEWELLTON.
 CP1511'ABOUT 0.45 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1511'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1511'AND 605.  THENCE ABOUT 3.35 MILES NORTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1511'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608.  THENCE ABOUT 1.80
 CP1511'MILES EAST ALONG LOUISIANA HIGHWAY 608.  IT IS 45.7 FEET NORTH OF THE
 CP1511'CENTERLINE OF LOUISIANA HIGHWAY 608, 184.7 FEET WEST OF A POWERPOLE.
 CP1511'SET IN TOP OF A CONCRETE POST 8 INCHES BELOW THE GROUND. A STEEL
 CP1511'WITNESS POST IS SET 2.5 FEET NORTHEAST OF THE MARK.
 CP1511
 CP1511                          STATION RECOVERY (1979)
 CP1511
 CP1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CP1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1607 ***********************************************************************
 CP1607  DESIGNATION -  MCMELLIN AZ MK
 CP1607  PID         -  CP1607
 CP1607  STATE/COUNTY-  LA/TENSAS
 CP1607  USGS QUAD   -  NEWELLTON (1994)
 CP1607
 CP1607                         *CURRENT SURVEY CONTROL
 CP1607  ___________________________________________________________________
 CP1607* NAD 83(1986)-  32 07 17.     (N)    091 11 14.     (W)     SCALED    
 CP1607* NAVD 88     -        25.416  (meters)      83.39   (feet)  ADJUSTED  
 CP1607  ___________________________________________________________________
 CP1607  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1607  DYNAMIC HT  -          25.387 (meters)      83.29  (feet)  COMP
 CP1607  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 CP1607
 CP1607  VERT ORDER  -  FIRST     CLASS II
 CP1607
 CP1607.The horizontal coordinates were scaled from a topographic map and have
 CP1607.an estimated accuracy of +/- 6 seconds.
 CP1607
 CP1607.The orthometric height was determined by differential leveling
 CP1607.and adjusted by the National Geodetic Survey in February 1994..
 CP1607
 CP1607.The geoid height was determined by GEOID03.
 CP1607
 CP1607.The dynamic height is computed by dividing the NAVD 88
 CP1607.geopotential number by the normal gravity value computed on the
 CP1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1607.degrees latitude (g = 980.6199 gals.).
 CP1607
 CP1607.The modeled gravity was interpolated from observed gravity values.
 CP1607
 CP1607;                    North         East    Units  Estimated Accuracy
 CP1607;SPC LA N     -   180,520.    1,123,870.      MT  (+/- 180 meters Scaled)
 CP1607
 CP1607                          SUPERSEDED SURVEY CONTROL
 CP1607
 CP1607  NAVD 88 (06/15/91)   25.422  (m)           83.41   (f) UNKNOWN     1 2
 CP1607  NGVD 29 (??/??/??)   25.439  (m)           83.46   (f) ADJUSTED    1 2
 CP1607
 CP1607.Superseded values are not recommended for survey control.
 CP1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1607.See file dsdata.txt to determine how the superseded data were derived.
 CP1607
 CP1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR710553(NAD 83)
 CP1607_MARKER: DZ = AZIMUTH MARK DISK
 CP1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1607_STAMPING: MCMELLIN 1929
 CP1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1607+STABILITY: SURFACE MOTION
 CP1607
 CP1607  HISTORY     - Date     Condition        Report By
 CP1607  HISTORY     - 1929     MONUMENTED       CGS
 CP1607  HISTORY     - 1973     GOOD             LADTD
 CP1607  HISTORY     - 1979     POOR             NGS
 CP1607
 CP1607                          STATION DESCRIPTION
 CP1607
 CP1607'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1607'5.75 MI N FROM NEWELLTON.
 CP1607'ABOUT 0.45 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1607'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1607'AND 605.  THENCE ABOUT 3.35 MILES NORTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1607'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608.  THENCE ABOUT 1.95
 CP1607'MILES EAST ALONG LOUISIANA HIGHWAY 608.  IT IS 45.5 FEET NORTH OF THE
 CP1607'CENTERLINE OF LOUISIANA HIGHWAY 608, 60.0 FEET SOUTHWEST OF A 36-INCH
 CP1607'PECAN TREE, 83.3 FEET SOUTH OF A FENCE CORNER, 1.8 FEET NORTHEAST OF A
 CP1607'POWERPOLE, 0.8 FEET EAST OF A BARBED WIRE FENCE.  SET IN TOP OF A
 CP1607'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 CP1607'POST IS SET 1.3 FEET SOUTH OF THE MARK.  THIS MARK HAS BEEN DISTURBED
 CP1607'AND IS LOOSE IN THE GROUND.
 CP1607
 CP1607                          STATION RECOVERY (1979)
 CP1607
 CP1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CP1607'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1604 ***********************************************************************
 CP1604  DESIGNATION -  MCMELLIN RM 3
 CP1604  PID         -  CP1604
 CP1604  STATE/COUNTY-  LA/TENSAS
 CP1604  USGS QUAD   -  NEWELLTON (1994)
 CP1604
 CP1604                         *CURRENT SURVEY CONTROL
 CP1604  ___________________________________________________________________
 CP1604* NAD 83(1992)-  32 07 17.63365(N)    091 11 26.37118(W)     ADJUSTED  
 CP1604* NAVD 88     -        25.122  (meters)      82.42   (feet)  ADJUSTED  
 CP1604  ___________________________________________________________________
 CP1604  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 CP1604  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1604  DYNAMIC HT  -          25.093 (meters)      82.33  (feet)  COMP
 CP1604  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 CP1604
 CP1604  HORZ ORDER  -  FIRST
 CP1604  VERT ORDER  -  FIRST     CLASS II
 CP1604
 CP1604.The horizontal coordinates were established by classical geodetic methods
 CP1604.and adjusted by the National Geodetic Survey in May 1994..
 CP1604
 CP1604.The orthometric height was determined by differential leveling
 CP1604.and adjusted by the National Geodetic Survey in February 1994..
 CP1604
 CP1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1604
 CP1604.The geoid height was determined by GEOID03.
 CP1604
 CP1604.The dynamic height is computed by dividing the NAVD 88
 CP1604.geopotential number by the normal gravity value computed on the
 CP1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1604.degrees latitude (g = 980.6199 gals.).
 CP1604
 CP1604.The modeled gravity was interpolated from observed gravity values.
 CP1604
 CP1604;                    North         East     Units Scale Factor Converg.
 CP1604;SPC LA N     -   180,537.755 1,123,547.496   MT  0.99992104   +0 41 32.1
 CP1604;SPC LA N     -   592,314.28  3,686,172.08   sFT  0.99992104   +0 41 32.1
 CP1604;UTM  15      - 3,555,343.690   670,688.512   MT  0.99995930   +0 57 44.2
 CP1604
 CP1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1604!SPC LA N     -   1.00000019  x   0.99992104  =   0.99992123
 CP1604!UTM  15      -   1.00000019  x   0.99995930  =   0.99995949
 CP1604
 CP1604|---------------------------------------------------------------------|
 CP1604| PID    Reference Object                     Distance      Geod. Az  |
 CP1604|                                                           dddmmss.s |
 CP1604| CP1511 MCMELLIN                             72.790 METERS 08406     |
 CP1604| CP1607 MCMELLIN AZ MK                                     0865255.6 |
 CP1604| CP1605 MCMELLIN RM 4                        60.302 METERS 10917     |
 CP1604| CP2943 PEEK                                APPROX.12.7 KM 1714431.0 |
 CP1604| CP2945 NEWELLTON MUNICIPAL TANK            APPROX. 7.4 KM 2223009.1 |
 CP1604| CP2946 NEWELLTON ELEVATOR TANK             APPROX. 7.7 KM 2232902.1 |
 CP1604|---------------------------------------------------------------------|
 CP1604
 CP1604                          SUPERSEDED SURVEY CONTROL
 CP1604
 CP1604  NAD 83(1992)-  32 07 17.64281(N)    091 11 26.36997(W) AD(       ) 1
 CP1604  NAD 83(1986)-  32 07 17.64540(N)    091 11 26.36824(W) AD(       ) 1
 CP1604  NAD 27      -  32 07 17.09219(N)    091 11 25.96765(W) AD(       ) 1
 CP1604  NAVD 88 (06/15/91)   25.128  (m)           82.44   (f) UNKNOWN     1 2
 CP1604  NGVD 29 (??/??/??)   25.145  (m)           82.50   (f) ADJUSTED    1 2
 CP1604
 CP1604.Superseded values are not recommended for survey control.
 CP1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1604.See file dsdata.txt to determine how the superseded data were derived.
 CP1604
 CP1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7068955344(NAD 83)
 CP1604_MARKER: DR = REFERENCE MARK DISK
 CP1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1604_STAMPING: MCMELLIN R.M. 3
 CP1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1604+STABILITY: SURFACE MOTION
 CP1604
 CP1604  HISTORY     - Date     Condition        Report By
 CP1604  HISTORY     - 1971     MONUMENTED       NGS
 CP1604  HISTORY     - 1973     GOOD             LADTD
 CP1604  HISTORY     - 1979     GOOD             NGS
 CP1604
 CP1604                          STATION DESCRIPTION
 CP1604
 CP1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP1604'RMS MEASURED WITH A 300 FOOT TAPE PULLING 6 KG. TENSION.
 CP1604'
 CP1604'THE STATION IS ABOUT 14 MILES NORTH-NORTHEAST OF ST. JOSEPH, 5
 CP1604'MILES WEST OF THE MISSISSIPPI RIVER, 4 MILES NORTHEAST OF
 CP1604'NEWELLTON AND ON LAND OWNED BY THE LAKE PLACE PLANTATION,
 CP1604'MR. C.M. HEAD, MANAGER, ROUTE 1, BOX 156, NEWELLTON, LOUISIANA.
 CP1604'
 CP1604'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND
 CP1604'STATE HIGHWAY 605, IN NEWELLTON, GO NORTH ON STATE HIGHWAY 605
 CP1604'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 887.  CONTINUE
 CP1604'NORTH ON STATE HIGHWAY 605 FOR 3.1 MILES TO THE JUNCTION OF STATE
 CP1604'HIGHWAY 608.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 608 FOR 1.8
 CP1604'MILES TO THE STATION ON THE LEFT.  CONTINUE EAST ON STATE
 CP1604'HIGHWAY 608 FROM 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP1604'
 CP1604'STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED MC MELLIN
 CP1604'NO 3 1929, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP1604'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET
 CP1604'SOUTH-SOUTHWEST OF A POWERLINE POLE, 49 FEET NORTH OF THE
 CP1604'CENTERLINE OF STATE HIGHWAY 608 AND 1 FOOT NORTH OF A METAL
 CP1604'WITNESS POST.
 CP1604'
 CP1604'MC MELLIN STATION MARKS ARE STANDARD DISKS STAMPED MC MELLIN
 CP1604'1929.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 CP1604'CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT
 CP1604'IS 45.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 608 AND 2
 CP1604'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET
 CP1604'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CP1604'GROUND SURFACE.
 CP1604'
 CP1604'REFERENCE MARK 4, A STANDARD DISK STAMPED MC MELLIN NO 4 1929,
 CP1604'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP1604'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET
 CP1604'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 608, 1 FOOT SOUTH OF A
 CP1604'METAL WITNESS POST AND 0.5 FEET SOUTH OF A FENCE LINE.
 CP1604'
 CP1604'THE AZIMUTH MARK, A STANDARD DISK STAMPED MC MELLIN 1929, IS
 CP1604'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1604'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 47 FEET NORTH
 CP1604'OF THE CENTERLINE OF STATE HIGHWAY 608, 2 FEET NORTHEAST OF A
 CP1604'POWERLINE POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CP1604'
 CP1604'HEIGHT OF LIGHT ABOVE STATION MARK 41.5 METERS.
 CP1604
 CP1604                          STATION RECOVERY (1973)
 CP1604
 CP1604'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 CP1604'5.55 MI N FROM NEWELLTON.
 CP1604'ABOUT 0.45 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1604'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1604'AND 605.  THENCE ABOUT 3.35 MILES NORTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1604'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608.  THENCE ABOUT 1.75
 CP1604'MILES EAST ALONG LOUISIANA HIGHWAY 608.  IT IS 49.0 FEET NORTH OF THE
 CP1604'CENTERLINE OF LOUISIANA HIGHWAY 608, 70.2 FEET SOUTHWEST OF A
 CP1604'POWERPOLE.  SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  A
 CP1604'STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF THE MARK.
 CP1604
 CP1604                          STATION RECOVERY (1979)
 CP1604
 CP1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CP1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1605 ***********************************************************************
 CP1605  DESIGNATION -  MCMELLIN RM 4
 CP1605  PID         -  CP1605
 CP1605  STATE/COUNTY-  LA/TENSAS
 CP1605  USGS QUAD   -  NEWELLTON (1994)
 CP1605
 CP1605                         *CURRENT SURVEY CONTROL
 CP1605  ___________________________________________________________________
 CP1605* NAD 83(1986)-  32 07 17.     (N)    091 11 20.     (W)     SCALED    
 CP1605* NAVD 88     -        24.090  (meters)      79.04   (feet)  ADJUSTED  
 CP1605  ___________________________________________________________________
 CP1605  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1605  DYNAMIC HT  -          24.062 (meters)      78.94  (feet)  COMP
 CP1605  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 CP1605
 CP1605  VERT ORDER  -  FIRST     CLASS II
 CP1605
 CP1605.The horizontal coordinates were scaled from a topographic map and have
 CP1605.an estimated accuracy of +/- 6 seconds.
 CP1605
 CP1605.The orthometric height was determined by differential leveling
 CP1605.and adjusted by the National Geodetic Survey in February 1994..
 CP1605
 CP1605.The geoid height was determined by GEOID03.
 CP1605
 CP1605.The dynamic height is computed by dividing the NAVD 88
 CP1605.geopotential number by the normal gravity value computed on the
 CP1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1605.degrees latitude (g = 980.6199 gals.).
 CP1605
 CP1605.The modeled gravity was interpolated from observed gravity values.
 CP1605
 CP1605;                    North         East    Units  Estimated Accuracy
 CP1605;SPC LA N     -   180,520.    1,123,720.      MT  (+/- 180 meters Scaled)
 CP1605
 CP1605                          SUPERSEDED SURVEY CONTROL
 CP1605
 CP1605  NAVD 88 (06/15/91)   24.096  (m)           79.06   (f) UNKNOWN     1 2
 CP1605  NGVD 29 (??/??/??)   24.113  (m)           79.11   (f) ADJUSTED    1 2
 CP1605
 CP1605.Superseded values are not recommended for survey control.
 CP1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1605.See file dsdata.txt to determine how the superseded data were derived.
 CP1605
 CP1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR708553(NAD 83)
 CP1605_MARKER: DR = REFERENCE MARK DISK
 CP1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1605_STAMPING: MCMELLIN R.M. 4
 CP1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1605+STABILITY: SURFACE MOTION
 CP1605
 CP1605  HISTORY     - Date     Condition        Report By
 CP1605  HISTORY     - 1963     MONUMENTED       CGS
 CP1605  HISTORY     - 1973     GOOD             LADTD
 CP1605  HISTORY     - 1979     GOOD             NGS
 CP1605
 CP1605                          STATION DESCRIPTION
 CP1605
 CP1605'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1605'5.60 MI N FROM NEWELLTON.
 CP1605'ABOUT 0.45 MILES EAST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1605'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1605'AND 605.  THENCE ABOUT 3.35 MILES NORTH ALONG LOUISIANA HIGHWAY 605 TO
 CP1605'THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 608.  THENCE ABOUT 1.80
 CP1605'MILES EAST ALONG LOUISIANA HIGHWAY 608.  IT IS 40.0 FEET SOUTH OF THE
 CP1605'CENTERLINE OF LOUISIANA HIGHWAY 608, 0.8 FEET SOUTH OF A BARBED WIRE
 CP1605'FENCE, 17.8 FEET SOUTHWEST OF A 4-INCH X 6-INCH BRACE POST. SET IN TOP
 CP1605'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND. A STEEL
 CP1605'WITNESS POST IS SET 1.1 FEET NORTH OF THE MARK.
 CP1605
 CP1605                          STATION RECOVERY (1979)
 CP1605
 CP1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CP1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0093 ***********************************************************************
 BJ0093  DESIGNATION -  MCMURDO BOLT
 BJ0093  PID         -  BJ0093
 BJ0093  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0093  USGS QUAD   -  WALLS (1994)
 BJ0093
 BJ0093                         *CURRENT SURVEY CONTROL
 BJ0093  ___________________________________________________________________
 BJ0093* NAD 83(1986)-  30 32 58.     (N)    091 17 26.     (W)     SCALED    
 BJ0093* NAVD 88     -         9.360  (meters)      30.71   (feet)  ADJUSTED  
 BJ0093  ___________________________________________________________________
 BJ0093  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0093  DYNAMIC HT  -           9.347 (meters)      30.67  (feet)  COMP
 BJ0093  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ0093
 BJ0093  VERT ORDER  -  FIRST     CLASS I
 BJ0093
 BJ0093.The horizontal coordinates were scaled from a topographic map and have
 BJ0093.an estimated accuracy of +/- 6 seconds.
 BJ0093
 BJ0093.The orthometric height was determined by differential leveling
 BJ0093.and adjusted by the National Geodetic Survey in February 1994..
 BJ0093
 BJ0093.The geoid height was determined by GEOID03.
 BJ0093
 BJ0093.The dynamic height is computed by dividing the NAVD 88
 BJ0093.geopotential number by the normal gravity value computed on the
 BJ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0093.degrees latitude (g = 980.6199 gals.).
 BJ0093
 BJ0093.The modeled gravity was interpolated from observed gravity values.
 BJ0093
 BJ0093;                    North         East    Units  Estimated Accuracy
 BJ0093;SPC LA S     -   227,170.    1,004,100.      MT  (+/- 180 meters Scaled)
 BJ0093
 BJ0093                          SUPERSEDED SURVEY CONTROL
 BJ0093
 BJ0093  NAVD 88 (06/15/91)    9.386  (m)           30.79   (f) UNKNOWN     1 1
 BJ0093  NGVD 29 (??/??/??)    9.347  (m)           30.67   (f) ADJUSTED    1 1
 BJ0093
 BJ0093.Superseded values are not recommended for survey control.
 BJ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0093.See file dsdata.txt to determine how the superseded data were derived.
 BJ0093
 BJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP639809(NAD 83)
 BJ0093_MARKER: B = BOLT
 BJ0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0093_STAMPING: PBM MC MURDO
 BJ0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0093
 BJ0093  HISTORY     - Date     Condition        Report By
 BJ0093  HISTORY     - UNK      MONUMENTED       DOD
 BJ0093  HISTORY     - 1964     GOOD             CGS
 BJ0093  HISTORY     - 1976     GOOD             NGS
 BJ0093
 BJ0093                          STATION DESCRIPTION
 BJ0093
 BJ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0093'0.65 MI N FROM DEVALL.
 BJ0093'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0093'ELEMENTARY SCHOOL AT DEVALL, IN THE SOUTHEAST PORTION OF THE YARD AT A
 BJ0093'HOUSE WHICH BELONGS TO L.L. ARCENEAUX, 97 FEET WEST OF THE CENTER LINE
 BJ0093'OF THE HIGHWAY, 67 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY, 148
 BJ0093'1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TWO-STORIED HOUSE,
 BJ0093'35 FEET EAST OF A 36-INCH MAPLE TREE, 15 FEET SOUTHEAST OF A 12-INCH
 BJ0093'PINE TREE, 61.0 FEET WEST OF A FENCE POST BEARING A WITNESS SHIELD, 8
 BJ0093'INCHES NORTH OF A FENCE, A COPPER BOLT SET IN CONCRETE ABOUT 3 FEET
 BJ0093'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH
 BJ0093'IRON PIPE BEARING A CAP WHICH PROJECTS 15 INCHES ABOVE THE LEVEL OF
 BJ0093'THE GROUND.
 BJ0093
 BJ0093                          STATION RECOVERY (1976)
 BJ0093
 BJ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0093'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 415 FROM THE  DEVALL
 BJ0093'ELEMENTARY SCHOOL AT DEVALL, IN THE SOUTHEAST PORTION OF THE YARD,
 BJ0093'AT A HOUSE WHICH BELONGS TO L.L. ARCENEAUX, 97 FT WEST OF THE CENTER
 BJ0093'LINE OF THE HIGHWAY, 67 FT SOUTH OF THE CENTER LINE OF A DRIVEWAY,
 BJ0093'148.5 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY HOUSE,
 BJ0093'35 FT EAST OF A 36-INCH MAPLE TREE, 15 FT SOUTHEAST OF A 12-INCH PINE
 BJ0093'TREE, 61.0 FT WEST OF A FENCE POST BEARING A WITNESS SHEILD, 8 INCHES
 BJ0093'NORTH OF A FENCE, A COPPER BOLT SET IN CONCRETE ABOUT 3 FT BELOW THE
 BJ0093'PIPE BEARING A CAP WHICH PROJECTS 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1845 ***********************************************************************
 BJ1845  DESIGNATION -  MCMURDO CAP
 BJ1845  PID         -  BJ1845
 BJ1845  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1845  USGS QUAD   -  WALLS (1994)
 BJ1845
 BJ1845                         *CURRENT SURVEY CONTROL
 BJ1845  ___________________________________________________________________
 BJ1845* NAD 83(1986)-  30 32 56.     (N)    091 17 26.     (W)     SCALED    
 BJ1845* NAVD 88     -        10.59   (+/-2cm)      34.7    (feet)  VERTCON   
 BJ1845  ___________________________________________________________________
 BJ1845  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ1845
 BJ1845  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1845
 BJ1845.The horizontal coordinates were scaled from a topographic map and have
 BJ1845.an estimated accuracy of +/- 6 seconds.
 BJ1845
 BJ1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1845.The vertical order pertains to the NGVD 29 superseded value.
 BJ1845
 BJ1845.The geoid height was determined by GEOID03.
 BJ1845
 BJ1845;                    North         East    Units  Estimated Accuracy
 BJ1845;SPC LA S     -   227,110.    1,004,100.      MT  (+/- 180 meters Scaled)
 BJ1845
 BJ1845                          SUPERSEDED SURVEY CONTROL
 BJ1845
 BJ1845  NGVD 29 (??/??/??)   10.574  (m)           34.69   (f) ADJUSTED    1 2
 BJ1845
 BJ1845.Superseded values are not recommended for survey control.
 BJ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1845.See file dsdata.txt to determine how the superseded data were derived.
 BJ1845
 BJ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP639808(NAD 83)
 BJ1845_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1845_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1845_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1845_STAMPING: PBM MC MURDO
 BJ1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1845
 BJ1845  HISTORY     - Date     Condition        Report By
 BJ1845  HISTORY     - UNK      MONUMENTED       DOD
 BJ1845  HISTORY     - 1964     GOOD             CGS
 BJ1845
 BJ1845                          STATION DESCRIPTION
 BJ1845
 BJ1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1845'0.65 MI N FROM DEVALL.
 BJ1845'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ1845'ELEMENTARY SCHOOL AT DEVALL, IN THE SOUTHEAST PORTION OF THE YARD AT A
 BJ1845'HOUSE WHICH BELONGS TO L.L. ARCENEAUX, 97 FEET WEST OF THE CENTER LINE
 BJ1845'OF THE HIGHWAY, 67 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY, 148
 BJ1845'1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TWO-STORIED HOUSE,
 BJ1845'35 FEET EAST OF A 36-INCH MAPLE TREE, 15 FEET SOUTHEAST OF A 12-INCH
 BJ1845'PINE TREE, 61.0 FEET WEST OF A FENCE POST BEARING A WITNESS SHIELD, 8
 BJ1845'INCHES NORTH OF A FENCE, A 5-INCH IRON PIPE BEARING A CAP WHICH
 BJ1845'PROJECTS 15 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8095 ***********************************************************************
 DE8095  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DE8095  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8095  DESIGNATION -  MCNEESE ST UNIV CORS ARP
 DE8095  CORS_ID     -  MCNE
 DE8095  PID         -  DE8095
 DE8095  STATE/COUNTY-  LA/CALCASIEU
 DE8095  USGS QUAD   -  LAKE CHARLES (1994)
 DE8095
 DE8095                         *CURRENT SURVEY CONTROL
 DE8095  ___________________________________________________________________
 DE8095* NAD 83(CORS)-  30 10 50.02164(N)    093 13 03.84399(W)     ADJUSTED  
 DE8095* NAVD 88     -        18.54 **(meters)      60.8  **(feet)  GPS OBS(2004.65)
 DE8095  **This station is located in a subsidence area (see below).
 DE8095  ___________________________________________________________________
 DE8095  EPOCH DATE  -        2002.00
 DE8095  X           -    -309,740.345 (meters)                     COMP
 DE8095  Y           -  -5,509,514.034 (meters)                     COMP
 DE8095  Z           -   3,187,687.898 (meters)                     COMP
 DE8095  ELLIP HEIGHT-          -8.70  (meters)          (10/??/05) GPS OBS
 DE8095  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DE8095
 DE8095  HORZ ORDER  -  SPECIAL (CORS)
 DE8095  ELLP ORDER  -  SPECIAL (CORS)
 DE8095
 DE8095.ITRF positions are available for this station.
 DE8095.The coordinates were established by GPS observations
 DE8095.and adjusted by the National Geodetic Survey in October 2005..
 DE8095.The coordinates are valid at the epoch date displayed above.
 DE8095.The epoch date for horizontal control is a decimal equivalence
 DE8095.of Year/Month/Day.
 DE8095
 DE8095 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DE8095 ** and geoid heights are valid at the date of observation. These heights
 DE8095 ** must always be validated when used as control.
 DE8095 ** The orthometric height was determined by GPS observations using
 DE8095 ** precise GPS observation and processing techniques and a new
 DE8095 ** realization of GEOID03. It supersedes the leveled height previously
 DE8095 ** determined for this station.
 DE8095 ** The geoid height was determined by a new realization of GEOID03 for the
 DE8095 ** epoch indicated which incorporates improved geoid heights for the
 DE8095 ** Southern Louisiana Subsidence area.
 DE8095 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DE8095.The orthometric height was determined by GPS observations and a
 DE8095.high-resolution geoid model using precise GPS observation and
 DE8095.processing techniques.
 DE8095
 DE8095.The PID for the CORS L1 Phase Center is DH8932.
 DE8095
 DE8095.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8095
 DE8095.The ellipsoidal height was determined by GPS observations
 DE8095.and is referenced to NAD 83.
 DE8095
 DE8095.The geoid height was determined by GEOID03.
 DE8095
 DE8095;                    North         East     Units Scale Factor Converg.
 DE8095;SPC LA S     -   187,773.072   818,531.964   MT  0.99993064   -0 56 32.0
 DE8095;SPC LA S     -   616,052.15  2,685,466.95   sFT  0.99993064   -0 56 32.0
 DE8095
 DE8095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8095!SPC LA S     -   1.00000137  x   0.99993064  =   0.99993201
 DE8095
 DE8095                          SUPERSEDED SURVEY CONTROL
 DE8095
 DE8095  NAD 83(CORS)-  30 10 50.02147(N)    093 13 03.84455(W) AD(2002.00) c
 DE8095  ELLIP H (10/??/02)   -8.69   (m)                       GP(2002.00) c c
 DE8095
 DE8095.Superseded values are not recommended for survey control.
 DE8095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8095.See file dsdata.txt to determine how the superseded data were derived.
 DE8095
 DE8095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7903838813(NAD 83)
 DE8095_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8095
 DE8095                          STATION DESCRIPTION
 DE8095
 DE8095'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DE8095'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8095'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8095'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8095'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8095'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8932 ***********************************************************************
 DH8932  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8932  DESIGNATION -  MCNEESE ST UNIV CORS L1 PHASE CENTER
 DH8932  CORS_ID     -  MCNE
 DH8932  PID         -  DH8932
 DH8932  STATE/COUNTY-  LA/CALCASIEU
 DH8932  USGS QUAD   -  LAKE CHARLES (1994)
 DH8932
 DH8932                         *CURRENT SURVEY CONTROL
 DH8932  ___________________________________________________________________
 DH8932* NAD 83(CORS)-  30 10 50.02167(N)    093 13 03.84398(W)     ADJUSTED  
 DH8932* NAVD 88     -                                                        
 DH8932  **This station is located in a subsidence area (see below).
 DH8932  ___________________________________________________________________
 DH8932  EPOCH DATE  -        2002.00
 DH8932  X           -    -309,740.350 (meters)                     COMP
 DH8932  Y           -  -5,509,514.119 (meters)                     COMP
 DH8932  Z           -   3,187,687.949 (meters)                     COMP
 DH8932  ELLIP HEIGHT-          -8.60  (meters)          (10/??/05) GPS OBS
 DH8932  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DH8932
 DH8932  HORZ ORDER  -  SPECIAL (CORS)
 DH8932  ELLP ORDER  -  SPECIAL (CORS)
 DH8932
 DH8932.ITRF positions are available for this station.
 DH8932.The coordinates were established by GPS observations
 DH8932.and adjusted by the National Geodetic Survey in October 2005..
 DH8932.The coordinates are valid at the epoch date displayed above.
 DH8932.The epoch date for horizontal control is a decimal equivalence
 DH8932.of Year/Month/Day.
 DH8932
 DH8932 ** The orthometric height has not been validated since last determined
 DH8932 ** by differential leveling and should not be used for control purposes.
 DH8932 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH8932 ** area with valid NAVD 88 orthometric heights.
 DH8932 ** The geoid height was determined by a new realization of GEOID03 for the
 DH8932 ** epoch indicated which incorporates improved geoid heights for the
 DH8932 ** Southern Louisiana Subsidence area.
 DH8932 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH8932
 DH8932.The PID for the CORS ARP is DE8095.
 DH8932
 DH8932.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8932
 DH8932.The ellipsoidal height was determined by GPS observations
 DH8932.and is referenced to NAD 83.
 DH8932
 DH8932.The geoid height was determined by GEOID03.
 DH8932
 DH8932;                    North         East     Units Scale Factor Converg.
 DH8932;SPC LA S     -   187,773.073   818,531.964   MT  0.99993064   -0 56 32.0
 DH8932;SPC LA S     -   616,052.16  2,685,466.95   sFT  0.99993064   -0 56 32.0
 DH8932
 DH8932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8932!SPC LA S     -   1.00000135  x   0.99993064  =   0.99993199
 DH8932
 DH8932                          SUPERSEDED SURVEY CONTROL
 DH8932
 DH8932  NAD 83(CORS)-  30 10 50.02150(N)    093 13 03.84454(W) AD(2002.00) c
 DH8932  ELLIP H (10/??/02)   -8.59   (m)                       GP(2002.00) c c
 DH8932
 DH8932.Superseded values are not recommended for survey control.
 DH8932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8932.See file dsdata.txt to determine how the superseded data were derived.
 DH8932
 DH8932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7903838813(NAD 83)
 DH8932_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8932
 DH8932                          STATION DESCRIPTION
 DH8932
 DH8932'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8932'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8932'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8932'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8932'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8932'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8933 ***********************************************************************
 DH8933  DESIGNATION -  MCNEESE ST UNIV MON
 DH8933  PID         -  DH8933
 DH8933  STATE/COUNTY-  LA/CALCASIEU
 DH8933  USGS QUAD   -  LAKE CHARLES (1994)
 DH8933
 DH8933                         *CURRENT SURVEY CONTROL
 DH8933  ___________________________________________________________________
 DH8933* NAD 83(CORS)-  30 10 50.02164(N)    093 13 03.84399(W)     ADJUSTED  
 DH8933* NAVD 88     -                                                        
 DH8933  **This station is located in a subsidence area (see below).
 DH8933  ___________________________________________________________________
 DH8933  EPOCH DATE  -        2002.00
 DH8933  X           -    -309,740.341 (meters)                     COMP
 DH8933  Y           -  -5,509,513.965 (meters)                     COMP
 DH8933  Z           -   3,187,687.858 (meters)                     COMP
 DH8933  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DH8933  ELLIP HEIGHT-          -8.78  (meters)          (10/??/05) GPS OBS
 DH8933  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DH8933
 DH8933  HORZ ORDER  -  A
 DH8933  ELLP ORDER  -  FOURTH    CLASS I
 DH8933
 DH8933.ITRF positions are available for this station.
 DH8933.The horizontal coordinates were established by GPS observations
 DH8933.and adjusted by the National Geodetic Survey in October 2005..
 DH8933.The horizontal coordinates are valid at the epoch date displayed above.
 DH8933.The epoch date for horizontal control is a decimal equivalence
 DH8933.of Year/Month/Day.
 DH8933
 DH8933 ** The orthometric height has not been validated since last determined
 DH8933 ** by differential leveling and should not be used for control purposes.
 DH8933 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DH8933 ** area with valid NAVD 88 orthometric heights.
 DH8933 ** The geoid height was determined by a new realization of GEOID03 for the
 DH8933 ** epoch indicated which incorporates improved geoid heights for the
 DH8933 ** Southern Louisiana Subsidence area.
 DH8933 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH8933
 DH8933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8933
 DH8933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8933
 DH8933.The ellipsoidal height was determined by GPS observations
 DH8933.and is referenced to NAD 83.
 DH8933
 DH8933.The geoid height was determined by GEOID03.
 DH8933
 DH8933;                    North         East     Units Scale Factor Converg.
 DH8933;SPC LA S     -   187,773.072   818,531.964   MT  0.99993064   -0 56 32.0
 DH8933;SPC LA S     -   616,052.15  2,685,466.95   sFT  0.99993064   -0 56 32.0
 DH8933;UTM  15      - 3,338,813.335   479,038.113   MT  0.99960542   -0 06 34.1
 DH8933
 DH8933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8933!SPC LA S     -   1.00000138  x   0.99993064  =   0.99993202
 DH8933!UTM  15      -   1.00000138  x   0.99960542  =   0.99960680
 DH8933
 DH8933                          SUPERSEDED SURVEY CONTROL
 DH8933
 DH8933  NAD 83(CORS)-  30 10 50.02147(N)    093 13 03.84455(W) AD(2002.00) A
 DH8933  ELLIP H (10/??/02)   -8.77   (m)                       GP(2002.00) 4 1
 DH8933
 DH8933.Superseded values are not recommended for survey control.
 DH8933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8933.See file dsdata.txt to determine how the superseded data were derived.
 DH8933
 DH8933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7903838813(NAD 83)
 DH8933_STAMPING: NONE
 DH8933'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'MCNE'
 DH8933'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH8933'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8933'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8933'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8933'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH8933'
 DH8933' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4660 ***********************************************************************
 BJ4660  DESIGNATION -  MCQUINNEY
 BJ4660  PID         -  BJ4660
 BJ4660  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4660  USGS QUAD   -  BLUFF CREEK (1984)
 BJ4660
 BJ4660                         *CURRENT SURVEY CONTROL
 BJ4660  ___________________________________________________________________
 BJ4660* NAD 83(1992)-  30 47 00.03745(N)    090 54 57.36046(W)     ADJUSTED  
 BJ4660* NAVD 88     -        65.1    (meters)     214.     (feet)  VERTCON   
 BJ4660  ___________________________________________________________________
 BJ4660  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4660  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4660
 BJ4660  HORZ ORDER  -  FIRST
 BJ4660
 BJ4660.The horizontal coordinates were established by classical geodetic methods
 BJ4660.and adjusted by the National Geodetic Survey in May 1994..
 BJ4660
 BJ4660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4660
 BJ4660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4660
 BJ4660.The geoid height was determined by GEOID03.
 BJ4660
 BJ4660;                    North         East     Units Scale Factor Converg.
 BJ4660;SPC LA S     -   253,176.185 1,039,953.970   MT  1.00001879   +0 12 31.3
 BJ4660;SPC LA S     -   830,628.87  3,411,915.65   sFT  1.00001879   +0 12 31.3
 BJ4660;UTM  15      - 3,407,448.148   699,427.113   MT  1.00009063   +1 04 01.1
 BJ4660
 BJ4660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4660!SPC LA S     -   0.99999406  x   1.00001879  =   1.00001285
 BJ4660!UTM  15      -   0.99999406  x   1.00009063  =   1.00008469
 BJ4660
 BJ4660:                Primary Azimuth Mark                     Grid Az
 BJ4660:SPC LA S     -  CLINTON LA P L MICROWAVE                 003 28 42.0
 BJ4660:UTM  15      -  CLINTON LA P L MICROWAVE                 002 37 12.2
 BJ4660
 BJ4660|---------------------------------------------------------------------|
 BJ4660| PID    Reference Object                     Distance      Geod. Az  |
 BJ4660|                                                           dddmmss.s |
 BJ4660| BJ4670 CLINTON LA P L MICROWAVE            APPROX.11.0 KM 0034113.3 |
 BJ4660| BJ4669 CLINTON TRANSCON GAS MICROWAVE      APPROX.11.2 KM 0074012.3 |
 BJ4660| CW2094 MCQUINNEY RM 1                       26.474 METERS 07903     |
 BJ4660| BJ4659 JORDAN                              APPROX.15.9 KM 1023107.0 |
 BJ4660| BJ4672 CLINTON LOT                         APPROX.10.7 KM 3450323.1 |
 BJ4660| CW2095 MCQUINNEY RM 2                       27.075 METERS 35025     |
 BJ4660|---------------------------------------------------------------------|
 BJ4660
 BJ4660                          SUPERSEDED SURVEY CONTROL
 BJ4660
 BJ4660  NAD 83(1992)-  30 47 00.03855(N)    090 54 57.36037(W) AD(       ) 1
 BJ4660  NAD 83(1986)-  30 47 00.05459(N)    090 54 57.35673(W) AD(       ) 1
 BJ4660  NAD 27      -  30 46 59.39568(N)    090 54 56.98889(W) AD(       ) 1
 BJ4660  NGVD 29 (07/19/86)   65.1    (m)          214.     (f) VERT ANG       
 BJ4660
 BJ4660.Superseded values are not recommended for survey control.
 BJ4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4660.See file dsdata.txt to determine how the superseded data were derived.
 BJ4660
 BJ4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9942707448(NAD 83)
 BJ4660_MARKER: DS = TRIANGULATION STATION DISK
 BJ4660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4660
 BJ4660  HISTORY     - Date     Condition        Report By
 BJ4660  HISTORY     - 1970     MONUMENTED       NGS
 BJ4660  HISTORY     - 1984     GOOD             LADTD
 BJ4660
 BJ4660                          STATION DESCRIPTION
 BJ4660
 BJ4660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4660'NO SUITABLE SITE FOR AN AZIMUTH MARK AVAILABLE AND NO MEASUREMENT
 BJ4660'BETWEEN REFERENCE MARKS BECAUSE OF THICK BRUSH ON LINE.
 BJ4660'
 BJ4660'THE STATION IS LOCATED ABOUT 7-3/4 MILES SOUTHEAST OF CLINTON, 5-3/4
 BJ4660'MILES NORTHWEST OF GRANGEVILLE, IN SECTION 16, T3S, R3E AND ON THE
 BJ4660'PROPERTY OF THE EAST FELICIANA PARISH SCHOOL BOARD.
 BJ4660'
 BJ4660'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 63 AND STATE
 BJ4660'HIGHWAY 37 IN GRANGEVILLE, GO SOUTHWEST ON STATE HIGHWAYS 63 AND 37
 BJ4660'FOR 1.5 MILES TO A PAVED ROAD RIGHT (STATE HIGHWAY 63 TURNS NORTH).
 BJ4660'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 63 FOR 1.3 MILES TO THE
 BJ4660'JUNCTION WITH STATE HIGHWAY 960 ON THE RIGHT.  CONTINUE NORTH ON
 BJ4660'STATE HIGHWAY 63 FOR 1.6 MILES TO JUNCTION WITH STATE HIGHWAY 959 ON
 BJ4660'THE LEFT.  CONTINUE NORTHWEST ON STATE HIGHWAY 63 FOR 1.45 MILES
 BJ4660'TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND
 BJ4660'NORTHWEST ON GRAVELED ROAD FOR 1.7 MILES TO THE STATION ON THE
 BJ4660'LEFT.
 BJ4660'
 BJ4660'THE STATION MARK IS A STANDARD DISK, STAMPED MC QUINNEY 1970, SET IN
 BJ4660'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ4660'INCHES.  IT IS 33 FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED
 BJ4660'ROAD, 34.4 FEET SOUTH-SOUTHEAST OF AN 18-INCH PINE TREE WITH A
 BJ4660'TRIANGLE BLAZE ON THE NORTHEAST SIDE AND 5 FEET NORTH OF A METAL
 BJ4660'WITNESS POST WITH A SIGN ATTACHED.
 BJ4660'
 BJ4660'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC QUINNEY NO 1 1970,
 BJ4660'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4660'PROJECTS 6 INCHES.  IT IS 23 FEET NORTHEAST OF THE CENTER OF THE
 BJ4660'GRAVELED ROAD, 11.7 FEET WEST-SOUTHWEST OF A 12-INCH PINE TREE WITH
 BJ4660'A TRIANGLE BLAZE AND 4.6 FEET SOUTH-SOUTHEAST OF A 6-INCH PINE TREE
 BJ4660'WITH A TRIANGLE BLAZE.
 BJ4660'
 BJ4660'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MCQUINNEY NO 2 1970, SET
 BJ4660'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4660'4 INCHES.  IT IS 35 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 BJ4660'GRAVELED ROAD, 12.4 FEET WEST-NORTHWEST OF AN 18-INCH PINE TREE
 BJ4660'WITH A TRIANGLE BLAZE AND 7.3 FEET SOUTHEAST OF A 10-INCH PINE TREE
 BJ4660'WITH A TRIANGLE BLAZE.
 BJ4660'
 BJ4660'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 BJ4660
 BJ4660                          STATION RECOVERY (1984)
 BJ4660
 BJ4660'RECOVERY NOTE BY LA TRANSP AND DEV 1984 (DT)
 BJ4660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2487 ***********************************************************************
 BJ2487  DESIGNATION -  MEAD CAP
 BJ2487  PID         -  BJ2487
 BJ2487  STATE/COUNTY-  LA/ST LANDRY
 BJ2487  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2487
 BJ2487                         *CURRENT SURVEY CONTROL
 BJ2487  ___________________________________________________________________
 BJ2487* NAD 83(1986)-  30 25 06.     (N)    091 43 26.     (W)     SCALED    
 BJ2487* NAVD 88     -         7.68   (+/-2cm)      25.2    (feet)  VERTCON   
 BJ2487  ___________________________________________________________________
 BJ2487  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ2487
 BJ2487  VERT ORDER  -  ? (See Below)
 BJ2487
 BJ2487.The horizontal coordinates were scaled from a topographic map and have
 BJ2487.an estimated accuracy of +/- 6 seconds.
 BJ2487
 BJ2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2487.The vertical order pertains to the NGVD 29 superseded value.
 BJ2487
 BJ2487.The geoid height was determined by GEOID03.
 BJ2487
 BJ2487;                    North         East    Units  Estimated Accuracy
 BJ2487;SPC LA S     -   212,700.      962,480.      MT  (+/- 180 meters Scaled)
 BJ2487
 BJ2487                          SUPERSEDED SURVEY CONTROL
 BJ2487
 BJ2487  NGVD 29 (??/??/??)    7.690  (m)           25.23   (f) ADJUSTED    ?  
 BJ2487
 BJ2487.Superseded values are not recommended for survey control.
 BJ2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2487.See file dsdata.txt to determine how the superseded data were derived.
 BJ2487
 BJ2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP225658(NAD 83)
 BJ2487_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2487_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2487
 BJ2487  HISTORY     - Date     Condition        Report By
 BJ2487  HISTORY     - UNK      MONUMENTED       DOD
 BJ2487  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2487
 BJ2487                          STATION DESCRIPTION
 BJ2487
 BJ2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2487'10.3 MI SE FROM KROTZ SPRINGS.
 BJ2487'10.3 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2487'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 2.4 MILES
 BJ2487'SOUTHEAST OF A POINT WHERE THE LEVEE CROSSES BIG OFFA BAYOU, ABOUT 1
 BJ2487'MILE NORTH OF THE NORTH BANK OF INDIAN BAYOU, IN THE SW1/4 SEC. 25, T.
 BJ2487'7 S., R.7 E., 675 FEET SOUTHWEST OF LEVEE STATION 2929+88.53, ON THE
 BJ2487'WEST BANK OF ATCHAFALAYA RIVER, IN A WILLOW THICKET, ABOUT 585 FEET
 BJ2487'NORTHWEST OF A LARGE SLOUGH FLOWING NORTHEAST INTO THE RIVER, 27 FEET
 BJ2487'NORTHWEST OF AN 8-INCH WILLOW TREE, 21 FEET SOUTHEAST OF A 10-INCH
 BJ2487'WILLOW TREE, AND 16 FEET NORTHEAST OF A 12-INCH WILLOW TREE. AN IRON
 BJ2487'PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND AND BEARING A CORPS OF
 BJ2487'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0875 ***********************************************************************
 AV0875  DESIGNATION -  MEADOWS
 AV0875  PID         -  AV0875
 AV0875  STATE/COUNTY-  LA/CAMERON
 AV0875  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0875
 AV0875                         *CURRENT SURVEY CONTROL
 AV0875  ___________________________________________________________________
 AV0875* NAD 83(1992)-  29 49 23.88799(N)    093 38 05.29717(W)     ADJUSTED  
 AV0875* NAVD 88     -         0.5  **(meters)       2.   **(feet)  VERTCON   
 AV0875  **This station is located in a subsidence area (see below).
 AV0875  ___________________________________________________________________
 AV0875  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AV0875  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AV0875
 AV0875  HORZ ORDER  -  SECOND
 AV0875
 AV0875.The horizontal coordinates were established by classical geodetic methods
 AV0875.and adjusted by the National Geodetic Survey in January 1993..
 AV0875
 AV0875 ** The orthometric height has not been validated since last determined
 AV0875 ** by differential leveling and should not be used for control purposes.
 AV0875 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0875 ** area with valid NAVD 88 orthometric heights.
 AV0875 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0875 ** epoch indicated which incorporates improved geoid heights for the
 AV0875 ** Southern Louisiana Subsidence area.
 AV0875 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0875
 AV0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0875
 AV0875.The geoid height was determined by GEOID03.
 AV0875
 AV0875;                    North         East     Units Scale Factor Converg.
 AV0875;SPC LA S     -   148,914.429   777,577.654   MT  0.99993052   -1 09 02.8
 AV0875;SPC LA S     -   488,563.42  2,551,102.69   sFT  0.99993052   -1 09 02.8
 AV0875;UTM  15      - 3,299,375.053   438,665.736   MT  0.99964641   -0 18 56.6
 AV0875
 AV0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0875!SPC LA S     -   1.00000417  x   0.99993052  =   0.99993469
 AV0875!UTM  15      -   1.00000417  x   0.99964641  =   0.99965058
 AV0875
 AV0875|---------------------------------------------------------------------|
 AV0875| PID    Reference Object                     Distance      Geod. Az  |
 AV0875|                                                           dddmmss.s |
 AV0875| CW1018 MEADOWS RM 1                         23.050 METERS 12256     |
 AV0875| CW1017 MEADOWS AZ MK                                      1744853.6 |
 AV0875| AV0868 JOHNSONS BAYOU G AMER OIL MAST      APPROX. 7.3 KM 1750109.1 |
 AV0875| AV0873 JOHNSONS BAYOU CAMERON TEL MST      APPROX. 6.9 KM 1753612.1 |
 AV0875| AV0877 JOHNSONS BAYOU MOBIL OIL MAST       APPROX. 6.7 KM 1851516.1 |
 AV0875| CW1019 MEADOWS RM 2                         18.980 METERS 22946     |
 AV0875|---------------------------------------------------------------------|
 AV0875
 AV0875                          SUPERSEDED SURVEY CONTROL
 AV0875
 AV0875  NAD 83(1986)-  29 49 23.91127(N)    093 38 05.28123(W) AD(       ) 2
 AV0875  NAD 27      -  29 49 23.11520(N)    093 38 04.70980(W) AD(       ) 2
 AV0875  NGVD 29 (07/19/86)    0.5    (m)            2.     (f) VERT ANG       
 AV0875
 AV0875.Superseded values are not recommended for survey control.
 AV0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0875.See file dsdata.txt to determine how the superseded data were derived.
 AV0875
 AV0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3866699375(NAD 83)
 AV0875_MARKER: DS = TRIANGULATION STATION DISK
 AV0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0875
 AV0875  HISTORY     - Date     Condition        Report By
 AV0875  HISTORY     - 1963     MONUMENTED       CGS
 AV0875  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0875
 AV0875                          STATION DESCRIPTION
 AV0875
 AV0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0875'THE STATION IS LOCATED 6.25 MILES NORTHEAST OF JOHNSONS BAYOU
 AV0875'SCHOOL, 11.0 MILES SOUTH NORTHWEST OF HOLLY BEACH, AT THE BOAT
 AV0875'DOCK AND WAREHOUSE OF MOBILE OIL COMPANY, AND IN THE CAMERON
 AV0875'MEADOWS LEASE.
 AV0875'
 AV0875'TO REACH THE STATION FROM JOHNSONS BAYOU SCHOOL, GO EAST ON
 AV0875'HIGHWAY 82 FOR 3.4 MILES TO THE MOBILE OIL COMPANY PLANT,
 AV0875'ON THE LEFT, CONTINUE EAST 0.7 MILE TO A SIDE ROAD LEFT AND
 AV0875'SIGN, MOBILE CAMERON MEADOWS LEASE, TURN LEFT AND GO NORTH
 AV0875'ON A SHELL ROAD 3.1 MILES TO THE AZIMUTH ON THE LEFT AND CREOSOTE
 AV0875'WITNESS POST AND SIGN, CONTINUE 0.15 MILE TO THE BOAT DOCK AND
 AV0875'STATION ON THE LEFT.
 AV0875'
 AV0875'THE STATION MARK IS A STANDARD DISK, STAMPED MEADOWS 1963,
 AV0875'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 AV0875'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE, 48.4 FEET SOUTH
 AV0875'SOUTHEAST OF END OF SHELL ROAD, 60.0 FEET SOUTH OF DOUBLE TIN
 AV0875'BUILDINGS AND 64.4 FEET NORTHEAST OF CREOSOTE WITNESS POST
 AV0875'AND SIGN.
 AV0875'
 AV0875'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED MEADOWS NO. 1
 AV0875'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 AV0875'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE, 40.0 FEET
 AV0875'SOUTHWEST OF THE WEST CORNER OF A METAL SHED, 81.6 FEET SOUTH
 AV0875'OF THE CENTERLINE OF SHELL ROAD AND 112.6 FEET EAST OF A
 AV0875'CREOSOTE WITNESS POST AND SIGN.
 AV0875'
 AV0875'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED MEADOWS NO. 2
 AV0875'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 AV0875'WHICH IS FLUSH WITH THE GROUND SURFACE, 20.0 FEET NORTHEAST
 AV0875'OF CREOSOTE WITNESS POST AND SIGN AND 70.0 FEET SOUTH OF BOAT
 AV0875'LANDING.
 AV0875'
 AV0875'AZIMUTH MARK, A STANDARD DISK, STAMPED, MEADOWS 1963, SET IN
 AV0875'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 AV0875'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 4.8 FEET EAST OF
 AV0875'POWERLINE POLE NO. 14-5-E-62, 5.0 FEET EAST OF CREOSOTE WITNESS
 AV0875'POST AND SIGN AND 21.6 FEET WEST OF CENTERLINE OF SHELL ROAD.
 AV0875
 AV0875                          STATION RECOVERY (1988)
 AV0875
 AV0875'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0885 ***********************************************************************
 AV0885  DESIGNATION -  MECOM A
 AV0885  PID         -  AV0885
 AV0885  STATE/COUNTY-  LA/CAMERON
 AV0885  USGS QUAD   -  
 AV0885
 AV0885                         *CURRENT SURVEY CONTROL
 AV0885  ___________________________________________________________________
 AV0885* NAD 83(1992)-  29 39 00.35012(N)    093 35 35.97074(W)     ADJUSTED  
 AV0885* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AV0885  ___________________________________________________________________
 AV0885  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AV0885  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AV0885
 AV0885  HORZ ORDER  -  SECOND
 AV0885
 AV0885.The horizontal coordinates were established by classical geodetic methods
 AV0885.and adjusted by the National Geodetic Survey in January 1993..
 AV0885
 AV0885.The orthometric height was scaled from a topographic map.
 AV0885
 AV0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0885
 AV0885.The geoid height was determined by GEOID03.
 AV0885
 AV0885;                    North         East     Units Scale Factor Converg.
 AV0885;SPC LA S     -   129,640.163   781,207.247   MT  0.99994436   -1 07 48.1
 AV0885;SPC LA S     -   425,327.77  2,563,010.78   sFT  0.99994436   -1 07 48.1
 AV0885;UTM  15      - 3,280,161.417   442,574.946   MT  0.99964069   -0 17 36.7
 AV0885
 AV0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0885!SPC LA S     -   1.00000213  x   0.99994436  =   0.99994649
 AV0885!UTM  15      -   1.00000213  x   0.99964069  =   0.99964282
 AV0885
 AV0885|---------------------------------------------------------------------|
 AV0885| PID    Reference Object                     Distance      Geod. Az  |
 AV0885|                                                           dddmmss.s |
 AV0885| CW1020 MECOM A RM 1                         16.976 METERS 14857     |
 AV0885| CW1021 MECOM A RM 2                         26.335 METERS 30735     |
 AV0885| AV0859 OCEAN                               APPROX.11.8 KM 3542926.3 |
 AV0885|---------------------------------------------------------------------|
 AV0885
 AV0885                          SUPERSEDED SURVEY CONTROL
 AV0885
 AV0885  NAD 83(1986)-  29 39 00.37262(N)    093 35 35.95285(W) AD(       ) 2
 AV0885  NAD 27      -  29 38 59.54020(N)    093 35 35.39370(W) AD(       ) 2
 AV0885
 AV0885.Superseded values are not recommended for survey control.
 AV0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0885.See file dsdata.txt to determine how the superseded data were derived.
 AV0885
 AV0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN4257580161(NAD 83)
 AV0885_MARKER: DS = TRIANGULATION STATION DISK
 AV0885_SETTING: 0 = UNSPECIFIED SETTING
 AV0885
 AV0885  HISTORY     - Date     Condition        Report By
 AV0885  HISTORY     - 1955     MONUMENTED       CGS
 AV0885
 AV0885                          STATION DESCRIPTION
 AV0885
 AV0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0885'THE STATION IS LOCATED ON THE DOCK OF AN OIL WELL DRILLING
 AV0885'PLATFORM WHICH IS ABOUT 120 FEET BY 80 FEET IN SIZE AND ABOUT 42
 AV0885'FEET ABOVE THE WATER.  IT LIES ABOUT 16.5 MILES SOUTHWEST OF
 AV0885'CAMERON, ABOUT 15 MILES EAST OF SABINE, ABOUT 10.5 MILES SOUTHWEST
 AV0885'OF HOLLY BEACH AND 6.5 MILES SOUTH OF PEUETO BEACH.  IT IS IN
 AV0885'BLOCK 45, SL 1133, BLM- OCS- 0299.
 AV0885'
 AV0885'THIS STATION WAS REACHED BY BOAT FROM SABINE.  BOATS OWNED BY
 AV0885'THE MECOM OIL COMPANY WERE USED.
 AV0885'
 AV0885'THE STATION IS A STANDARD DISK, STAMPED MECOM A 1955, BRAZED
 AV0885'TO THE TOP OF A 12 INCH I-BEAM WHICH PROJECTS FARTHER TOWARD
 AV0885'THE NORTHEAST THAN THE OTHER BEAMS WHICH FORM THE FOUNDATION
 AV0885'FOR THE WOODEN DRILLING DECK.
 AV0885'
 AV0885'REFERENCE MARK NUMBER 1 IS A CHISLED CROSS ON THE HEAD OF A STEEL
 AV0885'BELT WHICH IS SET FLUSH IN THE NORTHEAST CORNER OF THE CONCRETE
 AV0885'DECK AREA.  IT IS LOCATED 45 FEET NORTHWEST OF THE SOUTHEAST
 AV0885'CORNER OF THE PLATFORM AND AT THE SAME ELEVATION AS THE STATION.
 AV0885'
 AV0885'REFERENCE MARK NUMBER 2 IS A CHISELED CROSS ON THE UPPER SURFACE
 AV0885'OF A 12 INCH I-BEAM.  IT IS LOCATED 6.2 FEET SOUTHEAST OF THE
 AV0885'NORTHEAST CORNER OF THE PLATFORM AND AT THE SAME ELEVATION AS
 AV0885'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3309 ***********************************************************************
 AU3309  DESIGNATION -  MEDIAN
 AU3309  PID         -  AU3309
 AU3309  STATE/COUNTY-  LA/JEFFERSON
 AU3309  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3309
 AU3309                         *CURRENT SURVEY CONTROL
 AU3309  ___________________________________________________________________
 AU3309* NAD 83(1992)-  29 51 18.14982(N)    090 06 17.80754(W)     ADJUSTED  
 AU3309* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3309  **This station is located in a subsidence area (see below).
 AU3309  ___________________________________________________________________
 AU3309  X           -     -10,140.540 (meters)                     COMP
 AU3309  Y           -  -5,536,242.604 (meters)                     COMP
 AU3309  Z           -   3,156,435.220 (meters)                     COMP
 AU3309  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AU3309  ELLIP HEIGHT-         -24.84  (meters)          (09/30/02) GPS OBS
 AU3309  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AU3309  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AU3309  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 AU3309
 AU3309  HORZ ORDER  -  FIRST
 AU3309  ELLP ORDER  -  FOURTH    CLASS II
 AU3309
 AU3309.The horizontal coordinates were established by GPS observations
 AU3309.and adjusted by the National Geodetic Survey in January 1993..
 AU3309
 AU3309 ** The orthometric height has not been validated since last determined
 AU3309 ** by differential leveling and should not be used for control purposes.
 AU3309 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3309 ** area with valid NAVD 88 orthometric heights.
 AU3309 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3309 ** epoch indicated which incorporates improved geoid heights for the
 AU3309 ** Southern Louisiana Subsidence area.
 AU3309 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3309.The orthometric height was scaled from a topographic map.
 AU3309
 AU3309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3309
 AU3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3309
 AU3309.The ellipsoidal height was determined by GPS observations
 AU3309.and is referenced to NAD 83.
 AU3309
 AU3309.The geoid height was determined by GEOID03.
 AU3309
 AU3309.The dynamic height is computed by dividing the NAVD 88
 AU3309.geopotential number by the normal gravity value computed on the
 AU3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3309.degrees latitude (g = 980.6199 gals.).
 AU3309
 AU3309.The modeled gravity was interpolated from observed gravity values.
 AU3309
 AU3309;                    North         East     Units Scale Factor Converg.
 AU3309;SPC LA S     -   150,834.923 1,118,683.643   MT  0.99992896   +0 36 51.2
 AU3309;SPC LA S     -   494,864.24  3,670,214.59   sFT  0.99992896   +0 36 51.2
 AU3309;UTM  15      - 3,306,242.384   779,686.579   MT  1.00056526   +1 26 31.6
 AU3309
 AU3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3309!SPC LA S     -   1.00000390  x   0.99992896  =   0.99993286
 AU3309!UTM  15      -   1.00000390  x   1.00056526  =   1.00056916
 AU3309
 AU3309                          SUPERSEDED SURVEY CONTROL
 AU3309
 AU3309  NAD 83(1986)-  29 51 18.16586(N)    090 06 17.81050(W) AD(       ) 1
 AU3309  NAD 27      -  29 51 17.42259(N)    090 06 17.54367(W) AD(       ) 1
 AU3309  NGVD 29 (05/20/88)    1.3    (m)            4.     (f) GPS OBS        
 AU3309
 AU3309.Superseded values are not recommended for survey control.
 AU3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3309.See file dsdata.txt to determine how the superseded data were derived.
 AU3309
 AU3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7968706242(NAD 83)
 AU3309_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3309_STAMPING: MEDIAN JPW 1987
 AU3309_MARK LOGO: NGS   
 AU3309_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3309+STABILITY: SURFACE MOTION
 AU3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3309+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2002
 AU3309
 AU3309  HISTORY     - Date     Condition        Report By
 AU3309  HISTORY     - 1987     MONUMENTED       LADTD
 AU3309  HISTORY     - 19941104 GOOD             NGS
 AU3309  HISTORY     - 20020703 GOOD             INDIV
 AU3309
 AU3309                          STATION DESCRIPTION
 AU3309
 AU3309'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3309'THE STATION IS LOCATED ABOUT 6 KM (3.1 MI) SOUTH OF MARRERO,
 AU3309'0.5 KM (0.3 MI) NORTHEAST OF THE VISITATION SCHOOL AT THE JUNCTION
 AU3309'OF STATE HIGHWAYS 45 AND 3134.
 AU3309'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3309'
 AU3309'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 AU3309'AND STATE HIGHWAY 45 IN MARRERO, GO SOUTH FOR
 AU3309'4.62 KM (2.9 MI) ON HIGHWAY 45 TO ITS JUNCTION WITH STATE HIGHWAY
 AU3309'3134 AND THE STATION ON THE LEFT IN THE MEDIAN OF HIGHWAY 3134.
 AU3309'
 AU3309'THE STATION IS A STANDARD NGS DISK
 AU3309'STAMPED---MEDIAN JPW 1987---,
 AU3309'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3309'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3309'6 METERS (19.7 FT) EAST FROM THE CURB OF THE NORTHBOUND LANES OF
 AU3309'HIGHWAY 3134,
 AU3309'5.7 METERS (18.7 FT) WEST FROM THE CURB OF THE SOUTHBOUND LANES OF
 AU3309'HIGHWAY 3134,
 AU3309'4.3 METERS (14.1 FT) SOUTHEAST FROM THE CURB OF HIGHWAY 45,
 AU3309'2.5 METERS (8.2 FT) SOUTH-SOUTHEAST FROM A METAL POLE, AND
 AU3309'0.4 METERS (1.3 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 AU3309'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3309'STAMPED---MEDIAN JPW 1987---,
 AU3309'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AU3309
 AU3309                          STATION RECOVERY (1994)
 AU3309
 AU3309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3309'IN MARRERO, AT THE INTERSECTION OF STATE HIGHWAYS 45 AND 3134, 5.7 M
 AU3309'(18.7 FT) EAST OF THE EAST CURB OF THE SOUTHBOUND LANES OF HIGHWAY
 AU3309'3134, 5.4 M (17.7 FT) WEST OF THE WEST CURB OF THE NORTHBOUND LANES OF
 AU3309'HIGHWAY 3134, 4.3 M (14.1 FT) SOUTHEAST OF THE SOUTHEAST CURB OF
 AU3309'HIGHWAY 45, 0.1 M (0.3 FT) ABOVE THE LEVEL OF HIGHWAY 45, AND THE
 AU3309'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AU3309
 AU3309                          STATION RECOVERY (2002)
 AU3309
 AU3309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DW)
 AU3309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3310 ***********************************************************************
 AU3310  DESIGNATION -  MEDIAN AZ MK
 AU3310  PID         -  AU3310
 AU3310  STATE/COUNTY-  LA/JEFFERSON
 AU3310  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3310
 AU3310                         *CURRENT SURVEY CONTROL
 AU3310  ___________________________________________________________________
 AU3310* NAD 83(1992)-  29 51 01.30538(N)    090 06 16.45964(W)     ADJUSTED  
 AU3310* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AU3310  **This station is located in a subsidence area (see below).
 AU3310  ___________________________________________________________________
 AU3310  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AU3310  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AU3310
 AU3310  HORZ ORDER  -  SECOND
 AU3310
 AU3310.The horizontal coordinates were established by classical geodetic methods
 AU3310.and adjusted by the National Geodetic Survey in January 1993..
 AU3310.No horizontal observational check was made to the station.
 AU3310
 AU3310 ** The orthometric height has not been validated since last determined
 AU3310 ** by differential leveling and should not be used for control purposes.
 AU3310 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3310 ** area with valid NAVD 88 orthometric heights.
 AU3310 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3310 ** epoch indicated which incorporates improved geoid heights for the
 AU3310 ** Southern Louisiana Subsidence area.
 AU3310 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3310
 AU3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3310
 AU3310.The geoid height was determined by GEOID03.
 AU3310
 AU3310;                    North         East     Units Scale Factor Converg.
 AU3310;SPC LA S     -   150,316.709 1,118,725.378   MT  0.99992917   +0 36 51.8
 AU3310;SPC LA S     -   493,164.07  3,670,351.51   sFT  0.99992917   +0 36 51.8
 AU3310;UTM  15      - 3,305,724.498   779,735.827   MT  1.00056560   +1 26 31.6
 AU3310
 AU3310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3310!SPC LA S     -   1.00000399  x   0.99992917  =   0.99993316
 AU3310!UTM  15      -   1.00000399  x   1.00056560  =   1.00056960
 AU3310
 AU3310                          SUPERSEDED SURVEY CONTROL
 AU3310
 AU3310  NAD 83(1986)-  29 51 01.32143(N)    090 06 16.46260(W) AD(       ) 2
 AU3310  NAD 27      -  29 51 00.57761(N)    090 06 16.19580(W) AD(       ) 2
 AU3310  NGVD 29 (05/20/88)    0.4    (m)            1.     (f) VERT ANG       
 AU3310
 AU3310.Superseded values are not recommended for survey control.
 AU3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3310.See file dsdata.txt to determine how the superseded data were derived.
 AU3310
 AU3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7973605724(NAD 83)
 AU3310_MARKER: DZ = AZIMUTH MARK DISK
 AU3310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3310_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3310+STABILITY: SURFACE MOTION
 AU3310
 AU3310  HISTORY     - Date     Condition        Report By
 AU3310  HISTORY     - 1987     MONUMENTED       LADTD
 AU3310
 AU3310                          STATION DESCRIPTION
 AU3310
 AU3310'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3310'THE STATION IS LOCATED ABOUT 6 KM (3.1 MI) SOUTH OF MARRERO,
 AU3310'0.5 KM (0.3 MI) NORTHEAST OF THE VISITATION SCHOOL, AT THE JUNCTION
 AU3310'OF STATE HIGHWAYS 45 AND 3134.
 AU3310'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3310'
 AU3310'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY AND STATE
 AU3310'HIGHWAY 45 IN MARRERO, GO SOUTH FOR 4.62 KM (2.9 MI) ON HIGHWAY 45
 AU3310'TO THE JUNCTION WITH STATE HIGHWAY 3134.
 AU3310'TURN LEFT AND GO SOUTH FOR 0.51 KM (0.3 MI) ON HIGHWAY 3134 TO THE
 AU3310'STATION MARK SET ON THE RIGHT JUST PASSED TAFFY STREET.
 AU3310'
 AU3310'THE STATION IS A STANDARD NGS DISK
 AU3310'STAMPED---MEDIAN JPW 1987---,
 AU3310'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3310'30 CM IN DIAMETER RECESSED 9 CM BELOW GROUND.  LOCATED
 AU3310'38.8 METERS (127.3 FT) SOUTH FROM THE CENTER OF TAFFEY STREET,
 AU3310'24.5 METERS (80.4 FT) WEST FROM THE CENTER OF THE SOUTH BOUND LANES
 AU3310'OF THE HIGHWAY,
 AU3310'2.5 METERS (8.2 FT) SOUTH-SOUTHWEST FROM A CONCRETE WATER LANE POST,
 AU3310'1 METERS (3.3 FT) EAST FROM A UTILITY POLE, AND
 AU3310'0.4 METERS (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2609 ***********************************************************************
 BX2609  DESIGNATION -  MEEKER
 BX2609  PID         -  BX2609
 BX2609  STATE/COUNTY-  LA/RAPIDES
 BX2609  USGS QUAD   -  CHENEYVILLE (1992)
 BX2609
 BX2609                         *CURRENT SURVEY CONTROL
 BX2609  ___________________________________________________________________
 BX2609* NAD 83(1992)-  31 02 58.29680(N)    092 22 18.74101(W)     ADJUSTED  
 BX2609* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 BX2609  ___________________________________________________________________
 BX2609  X           -    -226,341.912 (meters)                     COMP
 BX2609  Y           -  -5,464,470.533 (meters)                     COMP
 BX2609  Z           -   3,270,596.089 (meters)                     COMP
 BX2609  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BX2609  ELLIP HEIGHT-          -5.71  (meters)          (06/26/02) GPS OBS
 BX2609  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BX2609
 BX2609  HORZ ORDER  -  FIRST
 BX2609  ELLP ORDER  -  FOURTH    CLASS II
 BX2609
 BX2609.The horizontal coordinates were established by classical geodetic methods
 BX2609.and adjusted by the National Geodetic Survey in January 1993..
 BX2609
 BX2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2609
 BX2609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX2609
 BX2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2609
 BX2609.The ellipsoidal height was determined by GPS observations
 BX2609.and is referenced to NAD 83.
 BX2609
 BX2609.The geoid height was determined by GEOID03.
 BX2609
 BX2609;                    North         East     Units Scale Factor Converg.
 BX2609;SPC LA N     -    60,937.910 1,012,230.740   MT  1.00002862   +0 04 03.9
 BX2609;SPC LA N     -   199,927.13  3,320,960.35   sFT  1.00002862   +0 04 03.9
 BX2609;UTM  15      - 3,435,260.230   559,934.410   MT  0.99964431   +0 19 26.3
 BX2609
 BX2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2609!SPC LA N     -   1.00000090  x   1.00002862  =   1.00002952
 BX2609!UTM  15      -   1.00000090  x   0.99964431  =   0.99964521
 BX2609
 BX2609|---------------------------------------------------------------------|
 BX2609| PID    Reference Object                     Distance      Geod. Az  |
 BX2609|                                                           dddmmss.s |
 BX2609| BX2610 4596 RESET                          390.749 METERS 03812     |
 BX2609| BX2607 CHENEYVILLE MICROWAVE KLM 90        APPROX. 6.7 KM 1183518.3 |
 BX2609| BX2606 CHENEYVILLE MUN TANK                APPROX. 8.6 KM 1185759.8 |
 BX2609| CY5026 MEEKER RM 2                          66.737 METERS 17914     |
 BX2609| BK2680 MERIDIAN LOT                        APPROX.11.6 KM 1931516.1 |
 BX2609| BX2612 MEEKER SUGAR REFINERY STACK         APPROX. 1.3 KM 3213253.2 |
 BX2609| BX2613 MEEKER SUGAR CO TALL STACK          APPROX. 1.3 KM 3223732.5 |
 BX2609| CY5025 MEEKER RM 1                          31.388 METERS 32517     |
 BX2609| BX2611 LECOMPTE MUNICIPAL TANK             APPROX. 5.0 KM 3271042.3 |
 BX2609|---------------------------------------------------------------------|
 BX2609
 BX2609                          SUPERSEDED SURVEY CONTROL
 BX2609
 BX2609  ELLIP H (01/21/93)   -5.67   (m)                       GP(       ) 4 2
 BX2609  NAD 83(1986)-  31 02 58.31522(N)    092 22 18.73176(W) AD(       ) 1
 BX2609  NAD 27      -  31 02 57.63252(N)    092 22 18.25355(W) AD(       ) 3
 BX2609  NGVD 29 (11/20/87)   21.0    (m)           69.     (f) GPS OBS        
 BX2609
 BX2609.Superseded values are not recommended for survey control.
 BX2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2609.See file dsdata.txt to determine how the superseded data were derived.
 BX2609
 BX2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5993435260(NAD 83)
 BX2609_MARKER: DS = TRIANGULATION STATION DISK
 BX2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2609_SP_SET: CONCRETE POST
 BX2609_STAMPING: MEEKER 1969
 BX2609_MARK LOGO: NGS   
 BX2609_PROJECTION: FLUSH
 BX2609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2609+STABILITY: SURFACE MOTION
 BX2609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2609+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1989
 BX2609
 BX2609  HISTORY     - Date     Condition        Report By
 BX2609  HISTORY     - 1969     MONUMENTED       NGS
 BX2609  HISTORY     - 1969     GOOD             CGS
 BX2609  HISTORY     - 1976     SEE DESCRIPTION  NGS
 BX2609  HISTORY     - 1978     GOOD             NGS
 BX2609  HISTORY     - 1986     GOOD             LADTD
 BX2609  HISTORY     - 1987     GOOD             NGS
 BX2609  HISTORY     - 19881116 GOOD             LADTD
 BX2609  HISTORY     - 19890228 GOOD
 BX2609  HISTORY     - 19990424 GOOD             USPSQD
 BX2609
 BX2609                          STATION DESCRIPTION
 BX2609
 BX2609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 (GRK)
 BX2609'THE STATION IS LOCATED 10 MILES SOUTHEAST OF WOODWORTH, 5-3/4
 BX2609'MILES NORTHWEST OF CHENEYVILLE, 3 MILES SOUTH AND 2 MILES EAST
 BX2609'OF LECOMPTE, IN THE SOUTHWESTERLY ANGLE OF THE INTERSECTION
 BX2609'OF U.S. HIGHWAY 167 AND STATE HIGHWAY 456, 1/4 MILE
 BX2609'SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 71 AND 167,
 BX2609'ON HIGHWAY PROPERTY.
 BX2609'
 BX2609'THE STATION MARK IS A STANDARD DISK STAMPED MEEKER 1969, SET
 BX2609'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2609'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 214
 BX2609'FEET NORTH OF THE CENTER OF THE WEST END OF A CONCRETE CULVERT,
 BX2609'106 WEST OF THE CENTER OF HIGHWAY 167, 102 FEET SOUTH OF THE
 BX2609'CENTER OF HIGHWAY 456 AND 2.5 FEET NORTH OF A METAL WITNESS
 BX2609'POST.
 BX2609'
 BX2609'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MEEKER NO 1
 BX2609'1969, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 BX2609'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 45 FEET SOUTH
 BX2609'OF THE CENTER OF HIGHWAY 456 AND 1.9 FEET SOUTHEAST OF A METAL
 BX2609'WITNESS POST.
 BX2609'
 BX2609'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MEEKER NO 2
 BX2609'1969, CEMENTED IN A DRILL HOLE IN THE WEST END OF THE CONCRETE
 BX2609'CULVERT FOR HIGHWAY 167.  IT IS 41 FEET WEST OF THE CENTER OF
 BX2609'HIGHWAY 167, 1.8 FEET NORTH OF THE SOUTH EDGE OF THE CONCRETE
 BX2609'CULVERT AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 BX2609'
 BX2609'THE AZIMUTH MARK IS A LOUISIANA GEODETIC SURVEY DISK STAMPED
 BX2609'4596 RESET 1965, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BX2609'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS IN
 BX2609'THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 71 AND
 BX2609'167, 75 FEET SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 71, 63
 BX2609'FEET EAST-SOUTHEAST OF HIGHWAY 167, 39.5 FEET NORTH-NORTHEAST
 BX2609'OF THE NORTH RAIL OF THE RAILROAD TRACK, 6.5 FEET NORTH OF
 BX2609'TELEGRAPH POLE NUMBERED 6014 AND 1.3 FEET SOUTH-SOUTHWEST OF
 BX2609'A METAL WITNESS POST.
 BX2609'
 BX2609'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BX2609
 BX2609                          STATION RECOVERY (1969)
 BX2609
 BX2609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX2609'RECOVERED IN GOOD CONDITION.
 BX2609
 BX2609                          STATION RECOVERY (1976)
 BX2609
 BX2609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 BX2609'THE STATION WAS VISITED AND THE STATION SURFACE MARK WAS FOUND
 BX2609'CLIPPED OFF.  THE DISK WAS REPLACED AND THE ANGLES BETWEEN THE
 BX2609'REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 1
 BX2609'CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY
 BX2609'.06 FOOT.  THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT
 BX2609'MEASURED.
 BX2609'
 BX2609'THE DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE CARDINAL
 BX2609'DIRECTIONS IN THE 1969 BOX SCORE ARE IN ERROR.
 BX2609'
 BX2609'THE STATION DISK IS STAMPED MEEKER 1969 1977 AND IS FLUSH WITH THE
 BX2609'GROUND.
 BX2609'
 BX2609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEEKER.
 BX2609
 BX2609                          STATION RECOVERY (1978)
 BX2609
 BX2609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BX2609'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE LOUISIANA
 BX2609'GEODETIC SURVEY MARK S 4596 RESET 1965 WAS RECOVERED AND
 BX2609'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 BX2609'REFERENCE MARKS COMPARED FAVORABLY WITH THE PREVIOUS
 BX2609'DATA.  THIS STATION WAS OCCUPIED THIS DATE TO OBTAIN A
 BX2609'DIRECTION TO THE STACKS MENTIONED ABOVE IN THE BOX SCORE.
 BX2609'
 BX2609'A NEW METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH
 BX2609'MARK.
 BX2609'
 BX2609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2609'3 MILES S AND 2 MILES E OF LECOMPTE.
 BX2609
 BX2609                          STATION RECOVERY (1986)
 BX2609
 BX2609'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BX2609'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 BX2609'OF U S HIGHWAY 167 AND STATE HIGHWAY 456 AND IS 0.4 KM (0.25 MI) WEST
 BX2609'OF THE JUNCTION OF U S HIGHWAYS 71 AND 167 ABOUT 4.8 KM (3 MI) SOUTH
 BX2609'OF LECOMPT, 65.2 METERS (214 FEET) NORTH OF THE CENTER OF THE WEST END
 BX2609'OF A CONCRETE CULVERT, 32.3 METERS (106 FEET) WEST OF THE CENTER OF
 BX2609'HIGHWAY 167 AND 31.1 METERS (102 FEET) SOUTH OF THE CENTER OF HIGHWAY
 BX2609'456.  THE MARK IS 0.30 M BELOW THE THE HIGHWAY.  THE MARK IS 0.76 M
 BX2609'FROM A WHITNESS POST.
 BX2609
 BX2609                          STATION RECOVERY (1987)
 BX2609
 BX2609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BX2609'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BX2609'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BX2609'OBSERVATIONS.
 BX2609'
 BX2609'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF LECOMPTE AND
 BX2609'ALONG U.S. HIGHWAY 167.
 BX2609'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 BX2609'
 BX2609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 167 AND 71
 BX2609'WHICH IS LOCATED 3 MILES SOUTH OF LECOMPTE, GO SOUTH ON HIGHWAY 167
 BX2609'FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF STATE HIGHWAY 456 AND THE
 BX2609'STATION IN THE SOUTHWEST ANGLE OF INTERSECTION.
 BX2609'
 BX2609'THE STATION IS A STANDARD NGS DISK
 BX2609'STAMPED---MEEKER 1969 1977---,
 BX2609'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX2609'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BX2609'65.2 METERS (214 FT) SOUTH FROM THE SOUTH EDGE OF A 3 BY 3 FOOT
 BX2609'SQUARE CONCRETE CULVERT,
 BX2609'32.3 METERS (106 FT) WEST FROM THE CENTER OF HIGHWAY 167,
 BX2609'31.1 METERS (102 FT) SOUTH FROM THE CENTER OF HIGHWAY 456 AND
 BX2609'0.8 METER (2.5 FT) NORTH FROM A WITNESS POST.
 BX2609'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BX2609'STAMPED---MEEKER 1969---,
 BX2609'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BX2609'
 BX2609'DESCRIBED BY K.R. WALLACE, TYPED BY DEW.
 BX2609
 BX2609                          STATION RECOVERY (1988)
 BX2609
 BX2609'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX2609'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 BX2609'OF U S HIGHWAY 167 AND STATE HIGHWAY 456 AND IS 0.4 KM (0.25 MI) WEST
 BX2609'FROM THE JUNCTION OF U S HIGHWAYS 71 AND 167 ABOUT 4.8 KM (3.00 MI)
 BX2609'SOUTH OF LECOMPTE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BX2609'AND DEVELOPMENT.
 BX2609'THE STATION IS FLUSH WITH THE GROUND, 65.2 M (213.9 FT) NORTH FROM THE
 BX2609'CENTER OF THE WEST END OF A CONCRETE CULVERT, 32.3 M (106.0 FT) WEST
 BX2609'FROM THE CENTER OF HIGHWAY 167, 31.1 M (102.0 FT) SOUTH FROM THE
 BX2609'CENTER OF HIGHWAY 456 AND 0.76 M (2.5 FT) NORTH FROM A WITNESS POST.
 BX2609
 BX2609                          STATION RECOVERY (1989)
 BX2609
 BX2609'RECOVERED 1989
 BX2609'RECOVERED IN GOOD CONDITION.
 BX2609
 BX2609                          STATION RECOVERY (1999)
 BX2609
 BX2609'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2613 ***********************************************************************
 BX2613  DESIGNATION -  MEEKER SUGAR CO TALL STACK
 BX2613  PID         -  BX2613
 BX2613  STATE/COUNTY-  LA/RAPIDES
 BX2613  USGS QUAD   -  LECOMPTE (1992)
 BX2613
 BX2613                         *CURRENT SURVEY CONTROL
 BX2613  ___________________________________________________________________
 BX2613* NAD 83(1992)-  31 03 31.66185(N)    092 22 48.34636(W)     ADJUSTED  
 BX2613* NAVD 88     -                                                        
 BX2613  ___________________________________________________________________
 BX2613  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BX2613  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX2613
 BX2613  HORZ ORDER  -  THIRD
 BX2613
 BX2613.The horizontal coordinates were established by classical geodetic methods
 BX2613.and adjusted by the National Geodetic Survey in January 1993..
 BX2613
 BX2613
 BX2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2613
 BX2613.The geoid height was determined by GEOID03.
 BX2613
 BX2613;                    North         East     Units Scale Factor Converg.
 BX2613;SPC LA N     -    61,964.594 1,011,444.589   MT  1.00002621   +0 03 48.2
 BX2613;SPC LA N     -   203,295.51  3,318,381.12   sFT  1.00002621   +0 03 48.2
 BX2613;SPC LA S     -   284,100.240   900,082.871   MT  1.00009599   -0 31 24.2
 BX2613;SPC LA S     -   932,085.54  2,953,021.89   sFT  1.00009599   -0 31 24.2
 BX2613;UTM  15      - 3,436,282.993   559,143.976   MT  0.99964315   +0 19 11.4
 BX2613
 BX2613                          SUPERSEDED SURVEY CONTROL
 BX2613
 BX2613  NAD 83(1986)-  31 03 31.68150(N)    092 22 48.33827(W) AD(       ) 4
 BX2613  NAD 27      -  31 03 31.00058(N)    092 22 47.86037(W) AD(       ) 3
 BX2613
 BX2613.Superseded values are not recommended for survey control.
 BX2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2613.See file dsdata.txt to determine how the superseded data were derived.
 BX2613
 BX2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5914436283(NAD 83)
 BX2613_MARKER: 63 = STACK
 BX2613
 BX2613  HISTORY     - Date     Condition        Report By
 BX2613  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2613
 BX2613                          STATION DESCRIPTION
 BX2613
 BX2613'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2612 ***********************************************************************
 BX2612  DESIGNATION -  MEEKER SUGAR REFINERY STACK
 BX2612  PID         -  BX2612
 BX2612  STATE/COUNTY-  LA/RAPIDES
 BX2612  USGS QUAD   -  LECOMPTE (1992)
 BX2612
 BX2612                         *CURRENT SURVEY CONTROL
 BX2612  ___________________________________________________________________
 BX2612* NAD 83(1992)-  31 03 30.69047(N)    092 22 48.62153(W)     ADJUSTED  
 BX2612* NAVD 88     -                                                        
 BX2612  ___________________________________________________________________
 BX2612  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BX2612  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX2612
 BX2612  HORZ ORDER  -  THIRD
 BX2612
 BX2612.The horizontal coordinates were established by classical geodetic methods
 BX2612.and adjusted by the National Geodetic Survey in January 1993..
 BX2612
 BX2612
 BX2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2612
 BX2612.The geoid height was determined by GEOID03.
 BX2612
 BX2612;                    North         East     Units Scale Factor Converg.
 BX2612;SPC LA N     -    61,934.669 1,011,437.326   MT  1.00002628   +0 03 48.1
 BX2612;SPC LA N     -   203,197.33  3,318,357.29   sFT  1.00002628   +0 03 48.1
 BX2612;SPC LA S     -   284,070.389   900,075.302   MT  1.00009591   -0 31 24.4
 BX2612;SPC LA S     -   931,987.60  2,952,997.05   sFT  1.00009591   -0 31 24.4
 BX2612;UTM  15      - 3,436,253.048   559,136.850   MT  0.99964314   +0 19 11.2
 BX2612
 BX2612                          SUPERSEDED SURVEY CONTROL
 BX2612
 BX2612  NAD 83(1986)-  31 03 30.71038(N)    092 22 48.61394(W) AD(       ) 4
 BX2612  NAD 27      -  31 03 30.02909(N)    092 22 48.13681(W) AD(       ) 3
 BX2612
 BX2612.Superseded values are not recommended for survey control.
 BX2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2612.See file dsdata.txt to determine how the superseded data were derived.
 BX2612
 BX2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5913736253(NAD 83)
 BX2612_MARKER: 63 = STACK
 BX2612
 BX2612  HISTORY     - Date     Condition        Report By
 BX2612  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2612  HISTORY     - 1959     GOOD             CGS
 BX2612  HISTORY     - 1969     GOOD             CGS
 BX2612  HISTORY     - 19990424 GOOD             USPSQD
 BX2612
 BX2612                          STATION DESCRIPTION
 BX2612
 BX2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2612'THE STATION WAS VISITED 10-14-59 AND WAS FOUND IN GOOD CONDITION.
 BX2612'IT IS THE SHORTER AND SOUTHWEST ONE OF TWO STACKS AT THE
 BX2612'MEEKER SUGAR CORP CO. AT MEEKER.  IT IS A CONCRETE STACK
 BX2612'150 FEET HIGH AND LOCATED AT THE NORTHCENTRAL PORTION OF THE
 BX2612'SUGAR REFINERY.  TO REACH FROM THE JUNCTION OF U.S. 167
 BX2612'AND 71 AT MEEKER GO NORTH ON U.S. HIGHWAYS 167 AND 71 FOR
 BX2612'0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR
 BX2612'0.25 MILE TO THE STACK ON THE RIGHT.
 BX2612'
 BX2612'NOTE--IN 1944 A SECOND STACK WAS BUILT.  IT IS 175 FEET TALL
 BX2612'AND IS LOCATED IN THE NORTHEAST CORNER OF THE REFINERY.  THE
 BX2612'POSITION OF THIS STACK HAS NOT BEEN DETERMINED.
 BX2612
 BX2612                          STATION RECOVERY (1969)
 BX2612
 BX2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2612'STATION WAS RECOVERED AS DESCRIBED BY A.K. HANSEN IN THE 1959
 BX2612'RECOVERY NOTE.
 BX2612
 BX2612                          STATION RECOVERY (1999)
 BX2612
 BX2612'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2739 ***********************************************************************
 BX2739  DESIGNATION -  MELTON RESET
 BX2739  PID         -  BX2739
 BX2739  STATE/COUNTY-  LA/WINN
 BX2739  USGS QUAD   -  PACKTON (1984)
 BX2739
 BX2739                         *CURRENT SURVEY CONTROL
 BX2739  ___________________________________________________________________
 BX2739* NAD 83(1992)-  31 51 29.20140(N)    092 35 10.99602(W)     ADJUSTED  
 BX2739* NAVD 88     -        85.89   (+/-2cm)     281.8    (feet)  VERTCON   
 BX2739  ___________________________________________________________________
 BX2739  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BX2739  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX2739
 BX2739  HORZ ORDER  -  FIRST
 BX2739  VERT ORDER  -  THIRD ? (See Below)
 BX2739
 BX2739.The horizontal coordinates were established by classical geodetic methods
 BX2739.and adjusted by the National Geodetic Survey in January 1993..
 BX2739
 BX2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2739.The vertical order pertains to the NGVD 29 superseded value.
 BX2739
 BX2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2739
 BX2739.The geoid height was determined by GEOID03.
 BX2739
 BX2739;                    North         East     Units Scale Factor Converg.
 BX2739;SPC LA N     -   150,583.633   991,825.095   MT  0.99991528   -0 02 44.4
 BX2739;SPC LA N     -   494,039.80  3,254,012.83   sFT  0.99991528   -0 02 44.4
 BX2739;UTM  15      - 3,524,783.144   539,128.080   MT  0.99961888   +0 13 05.9
 BX2739
 BX2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2739!SPC LA N     -   0.99999056  x   0.99991528  =   0.99990584
 BX2739!UTM  15      -   0.99999056  x   0.99961888  =   0.99960944
 BX2739
 BX2739:                Primary Azimuth Mark                     Grid Az
 BX2739:SPC LA N     -  WINNFIELD S CEN TT MICROWAVE             006 12 36.6
 BX2739:UTM  15      -  WINNFIELD S CEN TT MICROWAVE             005 56 46.3
 BX2739
 BX2739|---------------------------------------------------------------------|
 BX2739| PID    Reference Object                     Distance      Geod. Az  |
 BX2739|                                                           dddmmss.s |
 BX2739| BX2737 WINNFIELD S CEN TT MICROWAVE        APPROX. 2.6 KM 0060952.2 |
 BX2739| CY5030 MELTON RM 1                          44.873 METERS 16417     |
 BX2739| CS7253 MELTON RM 3                          44.891 METERS 16421     |
 BX2739| BX2741 SARDIS                              APPROX.11.6 KM 2622450.6 |
 BX2739| BX2776 GUM SPRINGS LOOKOUT TOWER           APPROX.19.1 KM 2834603.2 |
 BX2739| CY5031 MELTON RM 2                          39.145 METERS 28530     |
 BX2739| BX2747 WINNFIELD KC SO KEY 88 MICRO        APPROX. 8.7 KM 3235726.4 |
 BX2739| BX2746 WINNFIELD NEW MUN WATER TANK        APPROX. 8.6 KM 3252123.2 |
 BX2739| BX2748 WINNFIELD CABLE TV MAST             APPROX. 9.8 KM 3274618.9 |
 BX2739| BX2738 WINNFIELD TREMONT LUM CO S TK       APPROX. 9.6 KM 3591935.3 |
 BX2739|---------------------------------------------------------------------|
 BX2739
 BX2739                          SUPERSEDED SURVEY CONTROL
 BX2739
 BX2739  NAD 83(1986)-  31 51 29.21575(N)    092 35 10.98750(W) AD(       ) 1
 BX2739  NAD 27      -  31 51 28.61600(N)    092 35 10.46000(W) AD(       ) 1
 BX2739  NGVD 29 (07/19/86)   85.91   (m)          281.9    (f) LEVELING    3  
 BX2739
 BX2739.Superseded values are not recommended for survey control.
 BX2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2739.See file dsdata.txt to determine how the superseded data were derived.
 BX2739
 BX2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3912824783(NAD 83)
 BX2739_MARKER: DS = TRIANGULATION STATION DISK
 BX2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2739
 BX2739  HISTORY     - Date     Condition        Report By
 BX2739  HISTORY     - 1980     MONUMENTED       NGS
 BX2739
 BX2739                          STATION DESCRIPTION
 BX2739
 BX2739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BX2739'THE UNDERGROUND STATION MARK AND REFERENCE MARK NO 2 WERE RECOVERED
 BX2739'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE
 BX2739'MARK NO 1 WERE FOUND DESTROYED.  A NEW SURFACE STATION MARK WAS SET
 BX2739'DIRECTLY ABOVE THE UNDERGROUND MARK AND REFERENCE MARK NO 3 WAS
 BX2739'ESTABLISHED.
 BX2739'
 BX2739'THE STATION IS LOCATED ABOUT 8.85 KILOMETERS (5.25 MILES) SOUTHEAST
 BX2739'OF WINNFIELD, 7.24 KILOMETERS (4.25 MILES) NORTH OF A SMALL
 BX2739'SETTLEMENT OF PACKTON AND ABOUT 0.16 KILOMETER (0.1 MILE) WEST OF
 BX2739'U.S. HIGHWAY 167, IN A SMALL CLEARING ON THE TOP OF A WOODED HILL
 BX2739'OWNED BY MR. B.T. MELTON.
 BX2739'
 BX2739'TO REACH THE STATION FROM THE SOUTH EDGE OF WINNFIELD AT THE JUNCTION
 BX2739'OF U.S. HIGHWAYS 84 AND 167, GO SOUTHEASTERLY ON U.S. HIGHWAY 167 FOR
 BX2739'5.39 KILOMETERS (3.35 MILES) TO THE JUNCTION OF U.S. HIGHWAY 167 AND
 BX2739'STATE HIGHWAY 472, CONTINUE AHEAD, SOUTHERLY ON HIGHWAY 167 FOR 2.90
 BX2739'KILOMETERS (1.8 MILES) TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT AND
 BX2739'GO WESTERLY ON THE WOODS ROAD FOR 0.08 KILOMETERS (0.05 MILE) TO
 BX2739'WASHED OUT TRAIL ON THE LEFT, AT THIS POINT PACK UP HILL ABOUT 3
 BX2739'MINUTES TO TOP OF HILL AND STATION.
 BX2739'
 BX2739'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BX2739'---MELTON 1934 1980---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BX2739'30 CM (11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND NEAR TOP CENTER
 BX2739'OF CLEARING ON TOP OF THE HILL.  IT IS LOCATED 0.46 METER (1.5 FEET)
 BX2739'W FROM A METAL WITNESS POST.
 BX2739'
 BX2739'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2739'STAMPED---MELTON 1934---SET INTO AN IRREGULAR MASS OF CONCRETE
 BX2739'.91 METER (3.0 FEET) BELOW THE SURFACE.
 BX2739'
 BX2739'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2739'STAMPED---MELTON NO 2 1934---SET INTO THE TOP OF A ROUND CONCRETE
 BX2739'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 BX2739'ABOVE THE GROUND ON WEST-NORTHWEST SLOPE OF HILL.  IT IS LOCATED 0.30
 BX2739'METER (1.0 FOOT) W FROM A METAL WITNESS POST AND 1.07 METERS (3.5
 BX2739'FEET) LOWER THAN THE STATION.
 BX2739'
 BX2739'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2739'STAMPED---MELTON 1934 NO 3 1980---SET INTO THE TOP OF A ROUND
 BX2739'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 15 CM (6
 BX2739'INCHES) ABOVE THE GROUND ON SOUTH SLOPE OF HILL.  IT IS LOCATED 0.30
 BX2739'METER (1.0 FOOT) S FROM A METAL WITNESS POST AND 1.07 METERS (3.5
 BX2739'FEET) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5259 ***********************************************************************
 BJ5259  DESIGNATION -  MELVILLE MUNICIPAL TANK
 BJ5259  PID         -  BJ5259
 BJ5259  STATE/COUNTY-  LA/ST LANDRY
 BJ5259  USGS QUAD   -  MELVILLE (1994)
 BJ5259
 BJ5259                         *CURRENT SURVEY CONTROL
 BJ5259  ___________________________________________________________________
 BJ5259* NAD 83(1992)-  30 41 31.13058(N)    091 44 35.04344(W)     ADJUSTED  
 BJ5259* NAVD 88     -                                                        
 BJ5259  ___________________________________________________________________
 BJ5259  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BJ5259  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ5259
 BJ5259  HORZ ORDER  -  THIRD
 BJ5259
 BJ5259.The horizontal coordinates were established by classical geodetic methods
 BJ5259.and adjusted by the National Geodetic Survey in January 1993..
 BJ5259
 BJ5259
 BJ5259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5259
 BJ5259.The geoid height was determined by GEOID03.
 BJ5259
 BJ5259;                    North         East     Units Scale Factor Converg.
 BJ5259;SPC LA S     -   243,044.559   960,743.566   MT  0.99999830   -0 12 17.5
 BJ5259;SPC LA S     -   797,388.69  3,152,039.52   sFT  0.99999830   -0 12 17.5
 BJ5259;UTM  15      - 3,396,140.533   620,383.002   MT  0.99977877   +0 38 29.9
 BJ5259
 BJ5259                          SUPERSEDED SURVEY CONTROL
 BJ5259
 BJ5259  NAD 83(1986)-  30 41 31.15008(N)    091 44 35.03839(W) AD(       ) 4
 BJ5259  NAD 27      -  30 41 30.48700(N)    091 44 34.63400(W) AD(       ) 3
 BJ5259
 BJ5259.Superseded values are not recommended for survey control.
 BJ5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5259.See file dsdata.txt to determine how the superseded data were derived.
 BJ5259
 BJ5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2038396141(NAD 83)
 BJ5259_MARKER: 53 = ELEVATED TANK
 BJ5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5259+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BJ5259
 BJ5259  HISTORY     - Date     Condition        Report By
 BJ5259  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5259  HISTORY     - 1957     GOOD             CGS
 BJ5259  HISTORY     - 1960     GOOD             CGS
 BJ5259  HISTORY     - 20040304 GOOD             USPSQD
 BJ5259  HISTORY     - 20050317 GOOD             USPSQD
 BJ5259
 BJ5259                          STATION DESCRIPTION
 BJ5259
 BJ5259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5259'THE STATION IS THE MUNICIPAL TANK IN THE TOWN OF MELVILLE,
 BJ5259'ABOUT 110 FEET W OF THE CENTER LINE OF HAVARD STREET, ABOUT
 BJ5259'390 FEET S OF CHURCH STREET, ABOUT 220 FEET N OF THE TEXAS AND
 BJ5259'PACIFIC RAILROAD, AND ABOUT 45 FEET S OF THE MUNICIPAL PUMP
 BJ5259'HOUSE.  THE TANK, ERECTED IN 1923, HAS FOUR BLACK TRUSSWORK
 BJ5259'LEGS ABOUT 120 FEET HIGH.  THE SILVER OVAL SECTION EXTENDS
 BJ5259'DOWNWARD ABOUT 20 FEET.  THE SILVER VERTICAL SECTION IS ABOUT
 BJ5259'30 FEET HIGH WITH A CATWALK AND RAIL AROUND ITS BASE AND THE
 BJ5259'WORDS MELVILLE, LA. PAINTED IN BLACK LETTERS ON THE E AND W
 BJ5259'SIDES.  THE FLAT CONICAL TOP HAS A BALL AT ITS APEX.  THE
 BJ5259'TOTAL HEIGHT IS ABOUT 155 FEET.
 BJ5259
 BJ5259                          STATION RECOVERY (1957)
 BJ5259
 BJ5259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5259'THE TANK WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 BJ5259'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 BJ5259'
 BJ5259'TOTAL HEIGHT OF TANK IS 133.0 FEET.
 BJ5259
 BJ5259                          STATION RECOVERY (1960)
 BJ5259
 BJ5259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5259'THE STATION WAS VISITED 12-14-59 AND WAS FOUND IN GOOD CONDITION.
 BJ5259'THE 1935 DESCRIPTION IS ADEQUATE.
 BJ5259
 BJ5259                          STATION RECOVERY (2004)
 BJ5259
 BJ5259'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ5259'RECOVERED AS DESCRIBED.
 BJ5259
 BJ5259                          STATION RECOVERY (2005)
 BJ5259
 BJ5259'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ5259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0217 ***********************************************************************
 BJ0217  DESIGNATION -  MELVILLE RESET
 BJ0217  PID         -  BJ0217
 BJ0217  STATE/COUNTY-  LA/ST LANDRY
 BJ0217  USGS QUAD   -  MELVILLE (1994)
 BJ0217
 BJ0217                         *CURRENT SURVEY CONTROL
 BJ0217  ___________________________________________________________________
 BJ0217* NAD 83(1986)-  30 41 37.     (N)    091 44 40.     (W)     SCALED    
 BJ0217* NAVD 88     -         9.918  (meters)      32.54   (feet)  ADJUSTED  
 BJ0217  ___________________________________________________________________
 BJ0217  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0217  DYNAMIC HT  -           9.906 (meters)      32.50  (feet)  COMP
 BJ0217  MODELED GRAV-     979,358.9   (mgal)                       NAVD 88
 BJ0217
 BJ0217  VERT ORDER  -  FIRST     CLASS I
 BJ0217
 BJ0217.The horizontal coordinates were scaled from a topographic map and have
 BJ0217.an estimated accuracy of +/- 6 seconds.
 BJ0217
 BJ0217.The orthometric height was determined by differential leveling
 BJ0217.and adjusted by the National Geodetic Survey in February 1994..
 BJ0217
 BJ0217.The geoid height was determined by GEOID03.
 BJ0217
 BJ0217.The dynamic height is computed by dividing the NAVD 88
 BJ0217.geopotential number by the normal gravity value computed on the
 BJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0217.degrees latitude (g = 980.6199 gals.).
 BJ0217
 BJ0217.The modeled gravity was interpolated from observed gravity values.
 BJ0217
 BJ0217;                    North         East    Units  Estimated Accuracy
 BJ0217;SPC LA S     -   243,230.      960,610.      MT  (+/- 180 meters Scaled)
 BJ0217
 BJ0217                          SUPERSEDED SURVEY CONTROL
 BJ0217
 BJ0217  NAVD 88 (06/15/91)    9.959  (m)           32.67   (f) UNKNOWN     1 1
 BJ0217  NGVD 29 (??/??/??)    9.923  (m)           32.56   (f) ADJUSTED    1 1
 BJ0217
 BJ0217.Superseded values are not recommended for survey control.
 BJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0217.See file dsdata.txt to determine how the superseded data were derived.
 BJ0217
 BJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP202963(NAD 83)
 BJ0217_MARKER: DB = BENCH MARK DISK
 BJ0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0217_SP_SET: STEEL PLATE
 BJ0217_STAMPING: PBM MELVILLE USE 1929 RESET 1972
 BJ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0217+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 BJ0217
 BJ0217  HISTORY     - Date     Condition        Report By
 BJ0217  HISTORY     - 1972     MONUMENTED       NGS
 BJ0217  HISTORY     - 1973     GOOD             NGS
 BJ0217  HISTORY     - 1976     GOOD             NGS
 BJ0217  HISTORY     - 20040328 GOOD             USPSQD
 BJ0217
 BJ0217                          STATION DESCRIPTION
 BJ0217
 BJ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ0217'IN MELVILLE.
 BJ0217'LOCATED AT MELVILLE, AT THE INTERSECTION OF CHURCH AND ASH STREETS, IN
 BJ0217'THE BACK YARD OF THE NEW CITY HALL AND POST OFFICE, BORDERING THE LOT
 BJ0217'OWNED BY MRS PHILLIP GEERAY, 173 FEET NORTH OF THE CENTER OF CHURCH
 BJ0217'STREET, 82 FEET EAST OF THE CENTER OF ASH STREET, 1 FOOT SOUTH OF A
 BJ0217'CHAIN LINK FENCE LINE, 2 FEET EAST OF THE SOUTHEAST CORNER OF A
 BJ0217'GARAGE, 6 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 BJ0217'BRICK HOUSE, 57 FEET NORTH OF THE NORTHWEST CORNER OF THE NEW CITY
 BJ0217'HALL AND POST OFFICE, AND 1 FOOT WEST OF THE PROJECTED PLANE OF THE
 BJ0217'WEST WALL OF THE SAME, 1 FOOT NORTH OF A RETAINING WALL 51.5 FEET WEST
 BJ0217'OF THE NORTHEAST CORNER OF THE PARKING AREA AND 55 FEET WEST OF THE
 BJ0217'POWER POLE.  IT IS A BENCH MARK DISK CRIMPED ON A 3.5 FOOT SECTION OF
 BJ0217'A COPPERWELD ROD FASTENED TO A 10-INCH STEEL PLATE, ENCASED IF A
 BJ0217'4-INCH TERRA COTTA PIPE SUPPORTED WITH CONCRETE, PROJECTING 2 INCHES.
 BJ0217
 BJ0217                          STATION RECOVERY (1976)
 BJ0217
 BJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0217'AT THE NORTHEAST CORNER OF THE INTERSECTION OF CHURCH AND ASH STREETS,
 BJ0217'54.2 FT NORTH OF THE NORTHEAST CORNER AND IN LINE WITH THE
 BJ0217'WEST FACE OF THE MELVILLE POST OFFICE, 1.7 FT SOUTHEAST OF
 BJ0217'THE SOUTHEAST CORNER OF A PRIVATE GARAGE, 0.6 FT SOUTH OF A CHAIN LINK
 BJ0217'FENCE, 0.6 FT NORTH OF THE TOP OF A CONCRETE BLOCK RETAINING WALL
 BJ0217'AROUND THE POST OFFICE PARKING LOT.
 BJ0217
 BJ0217                          STATION RECOVERY (2004)
 BJ0217
 BJ0217'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0217'RECOVERED AS DESCRIBED.  MARK IS LOCATED BETWEEN THE WITNESS POST AND
 BJ0217'THE CONCRETE BLOCK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2584 ***********************************************************************
 BX2584  DESIGNATION -  MELVIN
 BX2584  PID         -  BX2584
 BX2584  STATE/COUNTY-  LA/AVOYELLES
 BX2584  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2584
 BX2584                         *CURRENT SURVEY CONTROL
 BX2584  ___________________________________________________________________
 BX2584* NAD 83(1992)-  31 05 09.71856(N)    092 05 47.04601(W)     ADJUSTED  
 BX2584* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 BX2584  ___________________________________________________________________
 BX2584  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BX2584  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BX2584
 BX2584  HORZ ORDER  -  SECOND
 BX2584
 BX2584.The horizontal coordinates were established by classical geodetic methods
 BX2584.and adjusted by the National Geodetic Survey in January 1993..
 BX2584
 BX2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2584
 BX2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2584
 BX2584.The geoid height was determined by GEOID03.
 BX2584
 BX2584;                    North         East     Units Scale Factor Converg.
 BX2584;SPC LA N     -    65,049.938 1,038,511.365   MT  1.00001926   +0 12 48.2
 BX2584;SPC LA N     -   213,418.00  3,407,182.70   sFT  1.00001926   +0 12 48.2
 BX2584;UTM  15      - 3,439,487.529   586,187.111   MT  0.99969162   +0 27 59.7
 BX2584
 BX2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2584!SPC LA N     -   1.00000079  x   1.00001926  =   1.00002005
 BX2584!UTM  15      -   1.00000079  x   0.99969162  =   0.99969241
 BX2584
 BX2584|---------------------------------------------------------------------|
 BX2584| PID    Reference Object                     Distance      Geod. Az  |
 BX2584|                                                           dddmmss.s |
 BX2584| CY5035 MELVIN RM 1                          23.558 METERS 02045     |
 BX2584| BX2583 MELVIN A POINT 1969                  16.063 METERS 12250     |
 BX2584| CY5034 MELVIN AZ MK                                       1975120.2 |
 BX2584| CY5036 MELVIN RM 2                          26.018 METERS 32120     |
 BX2584|---------------------------------------------------------------------|
 BX2584
 BX2584                          SUPERSEDED SURVEY CONTROL
 BX2584
 BX2584  NAD 83(1986)-  31 05 09.73803(N)    092 05 47.04140(W) AD(       ) 2
 BX2584  NAD 27      -  31 05 09.06245(N)    092 05 46.59320(W) AD(       ) 2
 BX2584  NGVD 29 (07/19/86)   22.0    (m)           72.     (f) VERT ANG       
 BX2584
 BX2584.Superseded values are not recommended for survey control.
 BX2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2584.See file dsdata.txt to determine how the superseded data were derived.
 BX2584
 BX2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8618739488(NAD 83)
 BX2584_MARKER: DD = SURVEY DISK
 BX2584_SETTING: 0 = UNSPECIFIED SETTING
 BX2584
 BX2584  HISTORY     - Date     Condition        Report By
 BX2584  HISTORY     - 1969     MONUMENTED       LADTD
 BX2584
 BX2584                          STATION DESCRIPTION
 BX2584
 BX2584'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2584'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2584'U.S. COAST AND GEODETIC SURVEY DISK STAMPED MELVIN 1969, IS SET
 BX2584'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2584'GROUND.  THE MARK IS 1.8 FEET EAST OF A METAL WITNESS POST AND
 BX2584'SIGN, 2.6 FEET EAST OF A NORTH-SOUTH FENCE IN THE FRONT OF A
 BX2584'LOUISIANA DEPARTMENT OF HIGHWAYS MAINTENANCE UNIT NEAR
 BX2584'MARKSVILLE, 5.1 FEET NORTH OF AN EAST-WEST BARBED WIRE FENCE,
 BX2584'5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE AT THE
 BX2584'LOUISIANA DEPARTMENT OF HIGHWAYS MAINTENANCE UNIT NEAR
 BX2584'MARKSVILLE, 37.5 FEET WEST OF THE CENTER OF THE SOUTH END OF
 BX2584'A CULVERT IN FRONT OF THE L.D.H. MAINTENANCE UNIT, 72.5
 BX2584'FEET WEST OF THE CENTER OF STATE HIGHWAY 115 AND 99.7 FEET
 BX2584'SOUTH OF THE CENTER OF THE DRIVEWAY INTO THE L.D.H.
 BX2584'MAINTENANCE UNIT.
 BX2584'
 BX2584'TO REACH THE STATION FROM THE COURTHOUSE IN MARKSVILLE,
 BX2584'DRIVE SOUTH ALONG STATE HIGHWAY 115 FOR 3.48 MILES TO THE
 BX2584'STATION WHICH IS ON THE WEST SIDE OF THE HIGHWAY IN FRONT OF
 BX2584'THE LOUISIANA DEPARTMENT OF HIGHWAYS MAINTENANCE UNIT.
 BX2584'
 BX2584'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2584'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED MELVIN RM 1 1969,
 BX2584'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2584'GROUND.  THE MARK IS 77.6 FEET NORTH OF A METAL WITNESS POST
 BX2584'AND SIGN, 1.9 FEET EAST OF A NORTH-SOUTH FENCE IN FRONT OF THE
 BX2584'L.D.H. MAINTENANCE UNIT NEAR MARKSVILLE, 20.3 FEET SOUTH OF THE
 BX2584'CENTER OF THE DRIVEWAY INTO THE L.D.H. MAINTENANCE UNIT, 73.4
 BX2584'FEET WEST OF THE CENTER OF STATE HIGHWAY 115, 81.8 FEET NORTH
 BX2584'OF THE SOUTHEAST CORNER OF THE FENCE AT THE L.D.H.
 BX2584'MAINTENANCE UNIT AND 6.6 FEET SOUTH-SOUTHEAST OF A 6 INCH
 BX2584'PINE TREE AT THE GATE OF THE L.D.H. MAINTENANCE UNIT.
 BX2584'
 BX2584'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2584'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED MELVIN RM 2 1969,
 BX2584'IS SET IN A CONCRETE SLAB NEXT TO A BUILDING.  THE MARK IS 83.4
 BX2584'FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, 1.6 FEET SOUTH
 BX2584'OF A BUILDING AND ON THE EAST SIDE OF A ROLL-UP DOOR, 6.6 FEET
 BX2584'WEST OF A POWER POLE WITH RADIO ANTENNA ON TOP, 37.1 FEET NORTH
 BX2584'OF AN EAST-WEST FENCE ON THE SOUTH SIDE OF THE L.D.H.
 BX2584'MAINTENANCE UNIT, 41.4 FEET NORTH-NORTHEAST OF A POWER POLE,
 BX2584'23.4 FEET WEST OF THE SOUTHEAST CORNER OF A BUILDING AND 39
 BX2584'FEET EAST OF THE SOUTHWEST CORNER OF A BUILDING.
 BX2584'
 BX2584'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2584'U.S. COAST AND GEODETIC SURVEY DISK STAMPED MELVIN AZ MK 1969,
 BX2584'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2584'GROUND.  THE MARK IS 41 FEET EAST OF A METAL WITNESS POST AND
 BX2584'SIGN, 1.7 FEET NORTH OF AN EAST-WEST FENCE CORNER, 39.6 FEET
 BX2584'EAST OF THE CENTER OF STATE HIGHWAY 115 AND 122 FEET
 BX2584'SOUTH-SOUTHEAST OF A TELEPHONE POLE.
 BX2584'
 BX2584'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 BX2584'STATE HIGHWWAY 115 FOR 0.35 MILE TO THE MARK WHICH IS ON THE
 BX2584'EAST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3150 ***********************************************************************
 CP3150  DESIGNATION -  MER
 CP3150  PID         -  CP3150
 CP3150  STATE/COUNTY-  LA/MOREHOUSE
 CP3150  USGS QUAD   -  MER ROUGE (1988)
 CP3150
 CP3150                         *CURRENT SURVEY CONTROL
 CP3150  ___________________________________________________________________
 CP3150* NAD 83(1992)-  32 46 08.48409(N)    091 47 51.24273(W)     ADJUSTED  
 CP3150* NAVD 88     -        27.9    (meters)      92.     (feet)  VERTCON   
 CP3150  ___________________________________________________________________
 CP3150  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CP3150  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP3150
 CP3150  HORZ ORDER  -  SECOND
 CP3150
 CP3150.The horizontal coordinates were established by classical geodetic methods
 CP3150.and adjusted by the National Geodetic Survey in September 1999..
 CP3150
 CP3150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3150
 CP3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3150
 CP3150.The geoid height was determined by GEOID03.
 CP3150
 CP3150;                    North         East     Units Scale Factor Converg.
 CP3150;SPC LA N     -   251,801.663 1,065,816.272   MT  1.00002494   +0 22 17.0
 CP3150;SPC LA N     -   826,119.29  3,496,765.55   sFT  1.00002494   +0 22 17.0
 CP3150;UTM  15      - 3,626,321.014   612,621.455   MT  0.99975639   +0 39 03.2
 CP3150
 CP3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3150!SPC LA N     -   0.99999967  x   1.00002494  =   1.00002461
 CP3150!UTM  15      -   0.99999967  x   0.99975639  =   0.99975606
 CP3150
 CP3150:                Primary Azimuth Mark                     Grid Az
 CP3150:SPC LA N     -  MER AZ MK                                037 17 00.4
 CP3150:UTM  15      -  MER AZ MK                                037 00 14.2
 CP3150
 CP3150|---------------------------------------------------------------------|
 CP3150| PID    Reference Object                     Distance      Geod. Az  |
 CP3150|                                                           dddmmss.s |
 CP3150| CY5037 MER AZ MK                                          0373917.4 |
 CP3150| CP3149 MER LADH RM 1 1970                   16.233 METERS 04115     |
 CP3150| CY5038 MER RM 2                             12.728 METERS 22102     |
 CP3150|---------------------------------------------------------------------|
 CP3150
 CP3150                          SUPERSEDED SURVEY CONTROL
 CP3150
 CP3150  NAD 83(1992)-  32 46 08.48488(N)    091 47 51.24200(W) AD(       ) 2
 CP3150  NAD 83(1986)-  32 46 08.49611(N)    091 47 51.23572(W) AD(       ) 2
 CP3150  NAD 27      -  32 46 08.00917(N)    091 47 50.78301(W) AD(       ) 2
 CP3150  NGVD 29 (07/19/86)   28.0    (m)           92.     (f) VERT ANG       
 CP3150
 CP3150.Superseded values are not recommended for survey control.
 CP3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3150.See file dsdata.txt to determine how the superseded data were derived.
 CP3150
 CP3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1262126321(NAD 83)
 CP3150_MARKER: DD = SURVEY DISK
 CP3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3150
 CP3150  HISTORY     - Date     Condition        Report By
 CP3150  HISTORY     - 1970     MONUMENTED       LADTD
 CP3150
 CP3150                          STATION DESCRIPTION
 CP3150
 CP3150'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3150'THE STATION IS LOCATED 0.5 MILE SOUTHWEST OF MER ROUGE,
 CP3150'7 MILES NORTHEAST OF COLLINSTON AND 7 MILES WEST OF BASTROP
 CP3150'IN THE NORTHWEST QUARTER OF SECTION 40, T21N, R7E, AND ON
 CP3150'PROPERTY OWNED BY THE MISSOURI PACIFIC RAILROAD.
 CP3150'
 CP3150'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE
 CP3150'JUNCTION OF STATE HIGHWAYS 2, 133, 138 AND US HIGHWAY 165 IN
 CP3150'MER ROUGE, DRIVE SOUTHWEST ALONG STATE HIGHWAY 138 FOR 0.5
 CP3150'MILE TO THE STATION WHICH IS SET TO THE LEFT AND SOUTHEAST
 CP3150'OF THE HIGHWAY NEAR THE RAILROAD.
 CP3150'
 CP3150'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST
 CP3150'ALONG STATE HIGHWAY 138 FOR 0.4 MILE TO THE MARK WHICH IS SET
 CP3150'TO THE RIGHT AND SOUTHEAST OF THE HIGHWAY NEAR A DRIVE.
 CP3150'
 CP3150'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3150'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3150'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP3150'WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE
 CP3150'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW
 CP3150'THE GROUND SURFACE.  THEY ARE STAMPED MER 1970.  IT IS 79
 CP3150'FEET EAST-NORTHEAST OF POWER POLE NO. 12, 63 FEET SOUTHEAST
 CP3150'OF THE CENTER OF STATE HIGHWAY 138, 7 FEET NORTHWEST OF THE
 CP3150'WEST RAIL ON THE MISSOURI PACIFIC RAILROAD MAIN LINE, AND 3
 CP3150'FEET SOUTHEAST OF A METAL WITNESS POST.
 CP3150'
 CP3150'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3150'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3150'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP3150'WITH THE GROUND.  IT IS STAMPED MER RM 1 1970.  IT IS 130 FEET
 CP3150'EAST-NORTHEAST OF POWER POLE NO. 12, 64 FEET SOUTHEAST OF THE
 CP3150'CENTER OF STATE HIGHWAY 138, AND 6 FEET NORTHWEST OF THE
 CP3150'WEST RAIL ON THE MAIN LINE OF THE MISSOURI PACIFIC RAILROAD.
 CP3150'
 CP3150'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3150'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3150'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3150'THE GROUND.  IT IS STAMPED MER RM 2 1970.  IT IS 63 FEET
 CP3150'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 138, 44 FEET EAST OF
 CP3150'POWER POLE NO. 12 AND 7 FEET NORTHWEST OF THE WEST RAIL ON
 CP3150'THE MAIN LINE OF THE MISSOURI PACIFIC RAILROAD.
 CP3150'
 CP3150'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3150'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP3150'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP3150'2 INCHES.  IT IS STAMPED MER AZ MK 1970.  IT IS 74 FEET
 CP3150'SOUTH-SOUTHWEST OF THE CENTER OF A DRIVE LEADING TO (HOGANS
 CP3150'FARM SERVICE), 57 FEET SOUTH OF A POWER POLE, 38 FEET
 CP3150'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 138, 32 FEET
 CP3150'SOUTH-SOUTHEAST OF THE EAST END OF A CULVERT, 11 FEET
 CP3150'WEST-NORTHWEST OF THE WEST RAIL ON THE MAIN LINE OF THE
 CP3150'MISSOURI PACIFIC RAILROAD, AND 2 FEET NORTH-NORTHEAST OF A
 CP3150'METAL WITNESS POST.
 CP3150'
 CP3150'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1196 ***********************************************************************
 AT1196  DESIGNATION -  MER
 AT1196  PID         -  AT1196
 AT1196  STATE/COUNTY-  LA/PLAQUEMINES
 AT1196  USGS QUAD   -  BAY RONQUILLE (1993)
 AT1196
 AT1196                         *CURRENT SURVEY CONTROL
 AT1196  ___________________________________________________________________
 AT1196* NAD 83(1992)-  29 18 57.76677(N)    089 47 06.83055(W)     ADJUSTED  
 AT1196* NAVD 88     -         4.2  **(meters)      14.   **(feet)  VERTCON   
 AT1196  **This station is located in a subsidence area (see below).
 AT1196  ___________________________________________________________________
 AT1196  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AT1196  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AT1196
 AT1196  HORZ ORDER  -  SECOND
 AT1196
 AT1196.The horizontal coordinates were established by classical geodetic methods
 AT1196.and adjusted by the National Geodetic Survey in January 1993..
 AT1196
 AT1196 ** The orthometric height has not been validated since last determined
 AT1196 ** by differential leveling and should not be used for control purposes.
 AT1196 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1196 ** area with valid NAVD 88 orthometric heights.
 AT1196 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1196 ** epoch indicated which incorporates improved geoid heights for the
 AT1196 ** Southern Louisiana Subsidence area.
 AT1196 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1196
 AT1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1196
 AT1196.The geoid height was determined by GEOID03.
 AT1196
 AT1196;                    North         East     Units Scale Factor Converg.
 AT1196;SPC LA S     -    91,472.069 1,150,379.200   MT  0.99999664   +0 46 26.7
 AT1196;SPC LA S     -   300,104.61  3,774,202.43   sFT  0.99999664   +0 46 26.7
 AT1196;UTM  16      - 3,246,222.523   229,492.196   MT  1.00050303   -1 21 52.4
 AT1196
 AT1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1196!SPC LA S     -   1.00000312  x   0.99999664  =   0.99999976
 AT1196!UTM  16      -   1.00000312  x   1.00050303  =   1.00050615
 AT1196
 AT1196|---------------------------------------------------------------------|
 AT1196| PID    Reference Object                     Distance      Geod. Az  |
 AT1196|                                                           dddmmss.s |
 AT1196| AT1199 MER 1966 RM 3                        57.427 METERS 01618     |
 AT1196| DD7433 MER RM 1                             11.903 METERS 05635     |
 AT1196| AT1195 QUATRE BAYOU LIGHT 3                APPROX. 7.0 KM 2660515.5 |
 AT1196| DD7434 MER RM 2                             10.437 METERS 29447     |
 AT1196| DD7432 MER AZ MK                                          3535433.8 |
 AT1196|---------------------------------------------------------------------|
 AT1196
 AT1196                          SUPERSEDED SURVEY CONTROL
 AT1196
 AT1196  NAD 83(1986)-  29 18 57.77769(N)    089 47 06.83925(W) AD(       ) 2
 AT1196  NAD 27      -  29 18 56.97390(N)    089 47 06.59212(W) AD(       ) 2
 AT1196  NGVD 29 (07/19/86)    4.2    (m)           14.     (f) VERT ANG       
 AT1196
 AT1196.Superseded values are not recommended for survey control.
 AT1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1196.See file dsdata.txt to determine how the superseded data were derived.
 AT1196
 AT1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2949246223(NAD 83)
 AT1196_MARKER: DS = TRIANGULATION STATION DISK
 AT1196_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1196+WITH SETTING: INFORMATION.
 AT1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1196
 AT1196  HISTORY     - Date     Condition        Report By
 AT1196  HISTORY     - 1966     MONUMENTED       CGS
 AT1196  HISTORY     - 1971     GOOD             USGS
 AT1196  HISTORY     - 1979     GOOD             NGS
 AT1196
 AT1196                          STATION DESCRIPTION
 AT1196
 AT1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1196'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF GRAND ISLE, ABOUT
 AT1196'12-1/2 MILES
 AT1196'SOUTHWEST OF PORT SULPHUR, ABOUT 8 MILES WEST OF BASTIAN
 AT1196'BAY, ABOUT 5 MILES
 AT1196'SOUTH-SOUTHEAST OF LAKE GRANDE ECAILLE, ABOUT 4
 AT1196'MILES EAST OF QUATRE BAYOUS PASS AND
 AT1196'1/4 MILE INLAND FROM GULF SHORE.
 AT1196'
 AT1196'STATION MARK, A STANDARD DISK STAMPED MER 1966, IS CRIMPED TO
 AT1196'THE TOP OF A 5/8
 AT1196'INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1196'ENCASED IN A 4 INCH ORANGEBURG SOIL
 AT1196'PIPE.  THE MARK 135 FEET SOUTHEAST
 AT1196'OF SOUTH EDGE OF WATER, 80 FEET NORTHWEST OF NORTH
 AT1196'EDGE OF CANAL, 1.5
 AT1196'FEET NORTH OF WITNESS POST AND THE MARK PROJECTS ABOUT 2 FEET ABOVE
 AT1196'THE GROUND.
 AT1196'
 AT1196'REFERENCE MARK 1, A STANDARD DISK STAMPED MER NO 1 1966, IS
 AT1196'CRIMPED TO THE TOP
 AT1196'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 AT1196'WHICH IS ENCASED IN A 4 INCH
 AT1196'ORANGEBURG SOIL PIPE.  THE MARK IS 40.3
 AT1196'FEET NORTHEAST OF WITNESS POST AND PROJECTS
 AT1196'ABOUT 2 FEET ABOVE THE
 AT1196'GROUND.
 AT1196'
 AT1196'REFERENCE MARK 2, A STANDARD DISK STAMPED MER NO 2 1966, IS
 AT1196'CRIMPED TO THE TOP
 AT1196'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 AT1196'WHICH IS ENCASED IN A 4 INCH
 AT1196'ORANGEBURG SOIL PIPE.  THE MARK IS 100
 AT1196'FEET WEST OF NORTH EDGE OF CANAL, 34.7 FEET
 AT1196'NORTHWEST OF WITNESS POST
 AT1196'AND PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 AT1196'
 AT1196'AZIMUTH MARK, A STANDARD DISK STAMPED MER 1966, IS CRIMPED TO
 AT1196'THE TOP OF A 5/8
 AT1196'INCH COPPER WELD GROUND ROD WHICH IS ENCASED IN A
 AT1196'4 INCH ORANGEBURG SOIL PIPE.  THE
 AT1196'MARK IS 300 FEET WEST OF DANGER
 AT1196'SIGN, 75 FEET SOUTH OF SOUTH SIDE OF CANAL, 1 FOOT
 AT1196'EAST OF WITNESS
 AT1196'POST, ON AREA WHICH IS ABOUT 6 FEET HIGHER THAN SWAMP AND PROJECTS
 AT1196'ABOUT 2-1/2 FEET
 AT1196'ABOVE THE GROUND.
 AT1196'
 AT1196'NOTICE- STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1196'
 AT1196'HEIGHT OF LIGHT ABOVE STATION MARK - 2.3 METERS.
 AT1196
 AT1196                          STATION RECOVERY (1971)
 AT1196
 AT1196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT1196'MER AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 AT1196'DISTANCE AND DIRECTIONS CHECKED O.K.  ORIGINAL DESCRIPTION IS
 AT1196'ADEQUATE.
 AT1196
 AT1196                          STATION RECOVERY (1979)
 AT1196
 AT1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1196'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED AND
 AT1196'FOUND IN GOOD CONDITON.  A LONGER DISTANCE TO REFERENCE MARK
 AT1196'1 WAS MEASURED, THE DIFFERENCE BEING 0.018 METER AND A SHORTER
 AT1196'DISTANCE TO REFERENCE MARK NO 2 WAS MEASURED, THE DIFFERENCE BEING
 AT1196'0.005 METER.  A DIFFERENCE WAS NOTED ON THE ANGLE BETWEEN REFERENCE
 AT1196'MARK 1 AND REFERENCE MARK 2, THE ANGLE BEING 13.47 SECONDS.
 AT1196'REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE.
 AT1196'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 AT1196'
 AT1196'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF GRAND ISLE,
 AT1196'ABOUT 12-1/2 MILES SOUTHWEST OF PORT SULPHUR, 8 MILES WEST OF
 AT1196'BASTAIN BAY, 5 MILES SOUTH-SOUTHWEST OF LAKE GRANDE ECAILLE, ABOUT
 AT1196'4 MILES EAST OF QUATRE BAYOU PASS AND ABOUT 0.25 MILE INLAND FROM
 AT1196'THE GULF.
 AT1196'
 AT1196'THE STATION WAS REACHED BY HELICOPTER FROM THE HOUMA AIRPORT.
 AT1196'
 AT1196'THE STATION IS A STANDARD CGS DISK
 AT1196'STAMPED---MER 1966---,
 AT1196'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD ROD DRIVEN 32 FEET
 AT1196'INTO THE GROUND, ENCASED IN A 4-INCH ORANGEBURG PIPE AND
 AT1196'PROJECTS 2.0 FEET.
 AT1196'IT IS LOCATED
 AT1196'135 FEET SOUTHEAST FROM THE SOUTH EDGE OF WATER,
 AT1196'80 FEET NORTHWEST FROM THE NORTH EDGE OF CANAL, AND
 AT1196'1.5  FEET NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 AT1196'
 AT1196'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AT1196'STAMPED---MER NO 1 1966---,
 AT1196'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD DRIVEN
 AT1196'24 FEET INTO THE GROUND, ENCASED IN A 4-INCH ORANGEBURG SOIL PIPE
 AT1196'AND PROJECTS 2 FEET.
 AT1196'IT IS LOCATED
 AT1196'40.3 FEET NORTHWEST FROM A WITNESS POST WITH SIGN ATTACHED.
 AT1196'MARK IS LEVEL WITH STATION.
 AT1196'
 AT1196'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AT1196'STAMPED---MER NO 2 1966---,
 AT1196'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD ROD DRIVEN 24
 AT1196'FEET INTO THE GROUND, ENCASED IN A 4-INCH ORANGEBURG PIPE AND
 AT1196'PROJECTS 2.0 FEET.
 AT1196'IT IS LOCATED
 AT1196'100 FEET WEST FROM THE NORTH EDGE OF CANAL AND
 AT1196'37.4 FEET NORTHWEST FROM A METAL WITNESS POST WITH SIGN
 AT1196'ATTACHED.
 AT1196'MARK IS LEVEL WITH STATION.
 AT1196'
 AT1196'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AT1196'STAMPED---MER 1966 NO 3 1979---,
 AT1196'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 20 FEET INTO
 AT1196'THE GROUND, ENCASED IN A WHITE 5-INCH PVC PIPE AND PROJECTS 18
 AT1196'INCHES.
 AT1196'IT IS LOCATED
 AT1196'83 FEET WEST FROM THE WEST EDGE OF CANAL AND
 AT1196'21 FEET EAST FROM THE EAST EDGE OF WATER.
 AT1196'MARK IS LEVEL WITH STATION.
 AT1196'
 AT1196'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BRUSH ON LINE.
 AT1196'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1199 ***********************************************************************
 AT1199  DESIGNATION -  MER 1966 RM 3
 AT1199  PID         -  AT1199
 AT1199  STATE/COUNTY-  LA/PLAQUEMINES
 AT1199  USGS QUAD   -  BAY RONQUILLE (1993)
 AT1199
 AT1199                         *CURRENT SURVEY CONTROL
 AT1199  ___________________________________________________________________
 AT1199* NAD 83(1992)-  29 18 59.55697(N)    089 47 06.23319(W)     ADJUSTED  
 AT1199* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 AT1199  **This station is located in a subsidence area (see below).
 AT1199  ___________________________________________________________________
 AT1199  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AT1199  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AT1199
 AT1199  HORZ ORDER  -  THIRD
 AT1199
 AT1199.The horizontal coordinates were established by classical geodetic methods
 AT1199.and adjusted by the National Geodetic Survey in January 1993..
 AT1199.No horizontal observational check was made to the station.
 AT1199
 AT1199 ** The orthometric height has not been validated since last determined
 AT1199 ** by differential leveling and should not be used for control purposes.
 AT1199 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1199 ** area with valid NAVD 88 orthometric heights.
 AT1199 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1199 ** epoch indicated which incorporates improved geoid heights for the
 AT1199 ** Southern Louisiana Subsidence area.
 AT1199 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1199
 AT1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1199
 AT1199.The geoid height was determined by GEOID03.
 AT1199
 AT1199;                    North         East     Units Scale Factor Converg.
 AT1199;SPC LA S     -    91,527.400 1,150,394.572   MT  0.99999654   +0 46 27.0
 AT1199;SPC LA S     -   300,286.14  3,774,252.86   sFT  0.99999654   +0 46 27.0
 AT1199;UTM  16      - 3,246,277.269   229,509.632   MT  1.00050291   -1 21 52.2
 AT1199
 AT1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1199!SPC LA S     -   1.00000363  x   0.99999654  =   1.00000017
 AT1199!UTM  16      -   1.00000363  x   1.00050291  =   1.00050654
 AT1199
 AT1199                          SUPERSEDED SURVEY CONTROL
 AT1199
 AT1199  NAD 83(1986)-  29 18 59.56788(N)    089 47 06.24188(W) AD(       ) 3
 AT1199  NAD 27      -  29 18 58.76415(N)    089 47 05.99480(W) AD(       ) 3
 AT1199  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 AT1199
 AT1199.Superseded values are not recommended for survey control.
 AT1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1199.See file dsdata.txt to determine how the superseded data were derived.
 AT1199
 AT1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2951046277(NAD 83)
 AT1199_MARKER: DR = REFERENCE MARK DISK
 AT1199_SETTING: 0 = UNSPECIFIED SETTING
 AT1199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1199
 AT1199  HISTORY     - Date     Condition        Report By
 AT1199  HISTORY     - 1979     MONUMENTED       NGS
 AT1199
 AT1199                          STATION DESCRIPTION
 AT1199
 AT1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1199'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF GRAND ISLE,
 AT1199'12-1/2 MILES SOUTHWEST OF PORT SULPHUR, 8 MILES WEST OF BASTAIN
 AT1199'BAY, 5 MILES SOUTH-SOUTHWEST OF LAKE GRANDE ECAILLE, 4 MILES EAST
 AT1199'OF QUATRE BAYOU PASS, AND 1/4 MILE INLAND FROM THE GULF.
 AT1199'
 AT1199'THE STATION WAS REACHED BY HELICOPTER FROM HOUMA AIRPORT.
 AT1199'
 AT1199'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 AT1199'STAMPED---MER 1966 NO 3 1979---,
 AT1199'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF
 AT1199'20 FEET, ENCASED BY A 5-INCH WHITE PVC PIPE AND PROJECTS 18 INCHES
 AT1199'ABOVE THE GROUND.
 AT1199'IT IS LOCATED
 AT1199'83 FEET WEST FROM THE WEST EDGE OF A CANAL AND
 AT1199'21 FEET EAST FROM THE EAST EDGE OF THE WATER.
 AT1199'
 AT1199'THE STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL SURVEY
 AT1199'SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2145 ***********************************************************************
 CP2145  DESIGNATION -  MER ROUGE CAP
 CP2145  PID         -  CP2145
 CP2145  STATE/COUNTY-  LA/MOREHOUSE
 CP2145  USGS QUAD   -  MER ROUGE (1988)
 CP2145
 CP2145                         *CURRENT SURVEY CONTROL
 CP2145  ___________________________________________________________________
 CP2145* NAD 83(1986)-  32 46 30.     (N)    091 47 26.     (W)     SCALED    
 CP2145* NAVD 88     -        28.685  (meters)      94.11   (feet)  ADJUSTED  
 CP2145  ___________________________________________________________________
 CP2145  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP2145  DYNAMIC HT  -          28.654 (meters)      94.01  (feet)  COMP
 CP2145  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 CP2145
 CP2145  VERT ORDER  -  SECOND    CLASS 0
 CP2145
 CP2145.The horizontal coordinates were scaled from a topographic map and have
 CP2145.an estimated accuracy of +/- 6 seconds.
 CP2145
 CP2145.The orthometric height was determined by differential leveling
 CP2145.and adjusted by the National Geodetic Survey in June 1991..
 CP2145
 CP2145.The geoid height was determined by GEOID03.
 CP2145
 CP2145.The dynamic height is computed by dividing the NAVD 88
 CP2145.geopotential number by the normal gravity value computed on the
 CP2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2145.degrees latitude (g = 980.6199 gals.).
 CP2145
 CP2145.The modeled gravity was interpolated from observed gravity values.
 CP2145
 CP2145;                    North         East    Units  Estimated Accuracy
 CP2145;SPC LA N     -   252,470.    1,066,470.      MT  (+/- 180 meters Scaled)
 CP2145
 CP2145                          SUPERSEDED SURVEY CONTROL
 CP2145
 CP2145  NGVD 29 (??/??/92)   28.75   (m)           94.3    (f) COMPUTED    2 0
 CP2145
 CP2145.Superseded values are not recommended for survey control.
 CP2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2145.See file dsdata.txt to determine how the superseded data were derived.
 CP2145
 CP2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS132269(NAD 83)
 CP2145_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2145
 CP2145  HISTORY     - Date     Condition        Report By
 CP2145  HISTORY     - UNK      MONUMENTED       DOD
 CP2145  HISTORY     - 1934     GOOD             DOD
 CP2145  HISTORY     - 1935     GOOD             NGS
 CP2145
 CP2145                          STATION DESCRIPTION
 CP2145
 CP2145'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2145'IN MER ROUGE.
 CP2145'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED AT MER ROUGE,
 CP2145'MOREHOUSE PARISH, LA.  CAP STANDS 6 INCHES ABOVE THE GROUND.  SEC. 43,
 CP2145'R-7-E, T-21-N.  198 FEET EAST OF CENTER LINE OF INTERSECTION OF HWY.
 CP2145'NO. 11 AND MO. PAC. R.R.  110 FEET WEST OF S.W. CORNER OF EPISCOPAL
 CP2145'CHURCH.  33 FEET SOUTH OF LA.  STATE HWY. NO. 11.  43 FEET NORTH OF
 CP2145'MER ROUGE-OAK RIDGE HWY,.  21 FEET N.E. OF S.W. CORNER OF CHURCH YARD
 CP2145'FENCE.  20 FEET S.W. OF N.W. CORNER OF CHURCH YARD FENCE 90 FEET S.E.
 CP2145'OF S.E. CORNER OF GALLAGHER MOTOR
 CP2145
 CP2145                          STATION RECOVERY (1935)
 CP2145
 CP2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP2145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3148 ***********************************************************************
 CP3148  DESIGNATION -  MER ROUGE MUNICIPAL TANK
 CP3148  PID         -  CP3148
 CP3148  STATE/COUNTY-  LA/MOREHOUSE
 CP3148  USGS QUAD   -  MER ROUGE (1988)
 CP3148
 CP3148                         *CURRENT SURVEY CONTROL
 CP3148  ___________________________________________________________________
 CP3148* NAD 83(1992)-  32 46 35.81600(N)    091 47 35.12691(W)     ADJUSTED  
 CP3148* NAVD 88     -                                                        
 CP3148  ___________________________________________________________________
 CP3148  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CP3148  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP3148
 CP3148  HORZ ORDER  -  THIRD
 CP3148
 CP3148.The horizontal coordinates were established by classical geodetic methods
 CP3148.and adjusted by the National Geodetic Survey in January 1993..
 CP3148
 CP3148
 CP3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3148
 CP3148.The geoid height was determined by GEOID03.
 CP3148
 CP3148;                    North         East     Units Scale Factor Converg.
 CP3148;SPC LA N     -   252,646.372 1,066,230.222   MT  1.00002692   +0 22 25.5
 CP3148;SPC LA N     -   828,890.64  3,498,123.65   sFT  1.00002692   +0 22 25.5
 CP3148;UTM  15      - 3,627,167.506   613,031.168   MT  0.99975753   +0 39 12.4
 CP3148
 CP3148                          SUPERSEDED SURVEY CONTROL
 CP3148
 CP3148  NAD 83(1986)-  32 46 35.82868(N)    091 47 35.11891(W) AD(       ) 4
 CP3148  NAD 27      -  32 46 35.35200(N)    091 47 34.65800(W) AD(       ) 3
 CP3148
 CP3148.Superseded values are not recommended for survey control.
 CP3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3148.See file dsdata.txt to determine how the superseded data were derived.
 CP3148
 CP3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1303127168(NAD 83)
 CP3148_MARKER: 53 = ELEVATED TANK
 CP3148
 CP3148  HISTORY     - Date     Condition        Report By
 CP3148  HISTORY     - 1939     FIRST OBSERVED   CGS
 CP3148
 CP3148                          STATION DESCRIPTION
 CP3148
 CP3148'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3148'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 CP3148'TANK.  TANK IS AN ELEVATED STRUCTURE, IS OF STEEL CONSTRUCTION
 CP3148'PAINTED SILVER.  LOCATED IN THE CENTRAL PART OF TOWN.  STATION
 CP3148'NOT VISITED.
 CP3148'
 CP3148'OBSERVED UPON FROM TRIANGULATION STATIONS ROUGE, ARRAT AND
 CP3148'DAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3357 ***********************************************************************
 CP3357  DESIGNATION -  MER ROUGE RESET
 CP3357  PID         -  CP3357
 CP3357  STATE/COUNTY-  LA/MOREHOUSE
 CP3357  USGS QUAD   -  MER ROUGE (1988)
 CP3357
 CP3357                         *CURRENT SURVEY CONTROL
 CP3357  ___________________________________________________________________
 CP3357* NAD 83(1986)-  32 46 28.     (N)    091 47 25.     (W)     SCALED    
 CP3357* NAVD 88     -        28.680  (meters)      94.09   (feet)  ADJUSTED  
 CP3357  ___________________________________________________________________
 CP3357  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP3357  DYNAMIC HT  -          28.648 (meters)      93.99  (feet)  COMP
 CP3357  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 CP3357
 CP3357  VERT ORDER  -  SECOND    CLASS I
 CP3357
 CP3357.The horizontal coordinates were scaled from a topographic map and have
 CP3357.an estimated accuracy of +/- 6 seconds.
 CP3357
 CP3357.The orthometric height was determined by differential leveling
 CP3357.and adjusted by the National Geodetic Survey in July 1998..
 CP3357
 CP3357.The geoid height was determined by GEOID03.
 CP3357
 CP3357.The dynamic height is computed by dividing the NAVD 88
 CP3357.geopotential number by the normal gravity value computed on the
 CP3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3357.degrees latitude (g = 980.6199 gals.).
 CP3357
 CP3357.The modeled gravity was interpolated from observed gravity values.
 CP3357
 CP3357;                    North         East    Units  Estimated Accuracy
 CP3357;SPC LA N     -   252,410.    1,066,500.      MT  (+/- 180 meters Scaled)
 CP3357
 CP3357                          SUPERSEDED SURVEY CONTROL
 CP3357
 CP3357.No superseded survey control is available for this station.
 CP3357
 CP3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS132269(NAD 83)
 CP3357_MARKER: P = PIPE CAP
 CP3357_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CP3357+WITH SETTING: INFORMATION.
 CP3357_SP_SET: SHALLOW SET METAL ROD
 CP3357_STAMPING: PBM MER ROUGE RESET 1958
 CP3357_MARK LOGO: DOD   
 CP3357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3357
 CP3357  HISTORY     - Date     Condition        Report By
 CP3357  HISTORY     - 1958     MONUMENTED       DOD
 CP3357  HISTORY     - 1986     GOOD             LADTD
 CP3357
 CP3357                          STATION DESCRIPTION
 CP3357
 CP3357'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3357'12.4 KM (7.7 MI) EAST FROM BASTROP.
 CP3357'IN MER ROUGE, AT THE SAINT ANDREWA EPISCOPAL CHURCH,  AT THE JUNCTION
 CP3357'OF STATE HIGHWAYS 2 AND 133, 91.0 FEET WEST OF THE NORTHWEST CORNER
 CP3357'OF THE CHURCH, 44.5 FEET NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 133,
 CP3357'33.0 FEET SOUTH OF THE CENTER OF HIGHWAY 2, 28.5 FEET NORTHWEST OF A
 CP3357'12 INCH OAK TREE,  22.0 FEET WEST-SOUTHWEST OF AN 18 INCH OAK TREE,
 CP3357'16.5 FEET SOUTHEAST OF A 30 INCH OAK TREE, AND 16.5 FEET
 CP3357'NORTH-NORTHEAST OF A FIRE HYDRANT, AND PROJECTS 4 INCHES AND IS 1.0
 CP3357'FOOT ABOVE THE HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1375 ***********************************************************************
 AT1375  DESIGNATION -  MERAUX
 AT1375  PID         -  AT1375
 AT1375  STATE/COUNTY-  LA/ST BERNARD
 AT1375  USGS QUAD   -  CHALMETTE (1994)
 AT1375
 AT1375                         *CURRENT SURVEY CONTROL
 AT1375  ___________________________________________________________________
 AT1375* NAD 83(1992)-  29 58 11.02416(N)    089 57 02.72398(W)     ADJUSTED  
 AT1375* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1375  **This station is located in a subsidence area (see below).
 AT1375  ___________________________________________________________________
 AT1375  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1375  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AT1375
 AT1375  HORZ ORDER  -  FIRST
 AT1375
 AT1375.The horizontal coordinates were established by classical geodetic methods
 AT1375.and adjusted by the National Geodetic Survey in January 1993..
 AT1375
 AT1375 ** The orthometric height has not been validated since last determined
 AT1375 ** by differential leveling and should not be used for control purposes.
 AT1375 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1375 ** area with valid NAVD 88 orthometric heights.
 AT1375 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1375 ** epoch indicated which incorporates improved geoid heights for the
 AT1375 ** Southern Louisiana Subsidence area.
 AT1375 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1375.The orthometric height was scaled from a topographic map.
 AT1375
 AT1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1375
 AT1375.The geoid height was determined by GEOID03.
 AT1375
 AT1375;                    North         East     Units Scale Factor Converg.
 AT1375;SPC LA S     -   163,715.994 1,133,427.022   MT  0.99992589   +0 41 28.7
 AT1375;SPC LA S     -   537,124.89  3,718,585.15   sFT  0.99992589   +0 41 28.7
 AT1375;UTM  16      - 3,319,095.875   215,256.510   MT  1.00060046   -1 28 30.1
 AT1375;UTM  15      - 3,319,344.804   794,251.757   MT  1.00066840   +1 31 27.6
 AT1375
 AT1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1375!SPC LA S     -   1.00000411  x   0.99992589  =   0.99993000
 AT1375!UTM  16      -   1.00000411  x   1.00060046  =   1.00060457
 AT1375!UTM  15      -   1.00000411  x   1.00066840  =   1.00067251
 AT1375
 AT1375|---------------------------------------------------------------------|
 AT1375| PID    Reference Object                     Distance      Geod. Az  |
 AT1375|                                                           dddmmss.s |
 AT1375| DD7437 MERAUX RM 2                          54.011 METERS 01018     |
 AT1375| AT0669 MERAUX AZ MK                         40.331 METERS 20125     |
 AT1375| DD7436 MERAUX RM 1                           9.695 METERS 28606     |
 AT1375|---------------------------------------------------------------------|
 AT1375
 AT1375                          SUPERSEDED SURVEY CONTROL
 AT1375
 AT1375  NAD 83(1986)-  29 58 11.03767(N)    089 57 02.72362(W) AD(       ) 1
 AT1375  NAD 27      -  29 58 10.30804(N)    089 57 02.48279(W) AD(       ) 1
 AT1375
 AT1375.Superseded values are not recommended for survey control.
 AT1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1375.See file dsdata.txt to determine how the superseded data were derived.
 AT1375
 AT1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1525719096(NAD 83)
 AT1375_MARKER: DS = TRIANGULATION STATION DISK
 AT1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1375+STABILITY: SURFACE MOTION
 AT1375
 AT1375  HISTORY     - Date     Condition        Report By
 AT1375  HISTORY     - 1934     MONUMENTED       CGS
 AT1375  HISTORY     - 1934     GOOD             LAGS
 AT1375  HISTORY     - 1935     SEE DESCRIPTION  LAGS
 AT1375  HISTORY     - 1951     MARK NOT FOUND   CGS
 AT1375  HISTORY     - 1966     MARK NOT FOUND   CGS
 AT1375
 AT1375                          STATION DESCRIPTION
 AT1375
 AT1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1375'STATION IS ABOUT
 AT1375'2.5 MILES NW OF
 AT1375'THE TOWN OF MERAUX WHICH IS ABOUT 7.5 MILES E OF
 AT1375'NEW ORLEANS ALONG STATE HIGHWAY
 AT1375'NO. 1, ON THE NE SIDE OF THE NEW
 AT1375'ROAD LEADING FROM MERAUX TO BAROUMAXENT, ABOUT 35
 AT1375'FEET W OF THE
 AT1375'CENTER LINE OF THE NEW ROAD, 70 FEET NW OF A ROAD LEADING NW, AND
 AT1375'ABOUT 15 FEET E
 AT1375'OF THE W EDGE OF A FILL.
 AT1375'
 AT1375'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 AT1375'STANDARD BRONZE
 AT1375'DISKS SET IN CONCRETE.
 AT1375'
 AT1375'REFERENCE MARK NO. 1 IS ABOUT 15 FEET W OF THE W EDGE OF THE
 AT1375'FILL AND 9.695
 AT1375'METERS (31.81 FEET) FROM THE STATION.
 AT1375'
 AT1375'REFERENCE MARK NO. 2 IS ABOUT 15 FEET W OF THE W EDGE OF THE
 AT1375'FILL AT THE EDGE
 AT1375'OF A MARSH AND 177.2 FEET (54.0 METERS) FROM THE STATION.
 AT1375'
 AT1375'THE AZIMUTH MARK IS AT THE E EDGE OF THE FILL OF THE NEW ROAD
 AT1375'FROM MERAUX AND 0.5 MILE FROM THE STATION.
 AT1375'
 AT1375'A BENCH MARK OF THE U.S.C. AND G.S. IS IN THE N INTERSECTION OF
 AT1375'THE TWO ROADS, 20
 AT1375'FEET FROM THE EDGE OF THE FILL, AND 20.128 METERS
 AT1375'(66.04 FEET) FROM THE STATION S 19 DEG 23 MIN W.
 AT1375'
 AT1375'THE DISTANCE FROM REFERENCE MARK NO. 1 TO THE BENCH MARK IS
 AT1375'21.850 METERS
 AT1375'(71.68 FEET).  THE BENCH MARK IS 0.464 METER (1.52
 AT1375'FEET) HIGHER THAN REFERENCE MARK
 AT1375'NO. 1.  THIS DIFFERENCE WAS OBTAINED
 AT1375'BY PRECISE LEVELS.
 AT1375'
 AT1375'ALL THE MARKS SET ON THE FILL ARE IN DANGER OF BEING DISTURBED
 AT1375'OR LOST WHEN THE
 AT1375'ROAD IS PAVED IN THE NEAR FUTURE.
 AT1375
 AT1375                          STATION RECOVERY (1934)
 AT1375
 AT1375'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 AT1375'STATION IS ON W SHOULDER OF THE PARIS ROAD (STATE HIGHWAY 61)
 AT1375'AT A POINT 2.4
 AT1375'MILES N OF THE INTERSECTION OF THE PARIS ROAD AND
 AT1375'ST. BERNARD ROAD (STATE HIGHWAY
 AT1375'1) OR 2.4 MILES N OF THE PACKINGHAM HOUSE.
 AT1375'
 AT1375'STATION IS 37 FEET W OF THE CENTER LINE OF THE PARIS ROAD AND
 AT1375'115 FEET N OF
 AT1375'SECONDARY ROAD RUNNING W TO PUMPING STATION.
 AT1375'
 AT1375'THE STATION IS SET 6 INCHES ABOVE GROUND.
 AT1375'
 AT1375'AZIMUTH MARK IS ABOUT 2400 FEET S OF MERAUX AND ON THE E
 AT1375'SHOULDER OF THE PARIS ROAD.
 AT1375
 AT1375                          STATION RECOVERY (1935)
 AT1375
 AT1375'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 AT1375'WIDENING AND IMPROVEMENT OF PARIS ROAD (STATE HIGHWAY 61) STARTED
 AT1375'ON JUNE 12, 1935.
 AT1375'(STATION SINCE DESTROYED.)
 AT1375'
 AT1375'STATION MERAUX WILL BE ON THE SHOULDER OF THE IMPROVED ROAD
 AT1375'AND WILL BE
 AT1375'PROTECTED DURING CONSTRUCTION.
 AT1375'
 AT1375'REFERENCE MARK NO. 1 WAS MOVED TO A SAFE LOCATION.  IT IS NOW
 AT1375'24 FEET N OF THE
 AT1375'CENTER LINE OF AN E-W ROAD ON A LEVEE PARALLEL
 AT1375'TO A CANAL LEADING TO A PUMPING
 AT1375'STATION, 138 FEET W OF THE CENTER
 AT1375'LINE OF THE PARIS ROAD (STATE HIGHWAY 61).  MARK
 AT1375'IS ADDITIONALLY STAMPED 1935.
 AT1375'
 AT1375'THE AZIMUTH MARK WILL BE ON THE E EDGE OF THE ROAD FILL AND
 AT1375'WILL BE BURIED
 AT1375'ABOUT 6 INCHES.  THIS MARK WILL BE PROTECTED DURING CONSTRUCTION.
 AT1375'
 AT1375'TO REACH STATION GO E 0.2 MILE FROM CHALMETTE POST OFFICE ON
 AT1375'STATE HIGHWAY 1,
 AT1375'THENCE N 2.3 MILES ON STATE HIGHWAY 61 TO STATION.
 AT1375
 AT1375                          STATION RECOVERY (1951)
 AT1375
 AT1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 AT1375'THE STATION, REFERENCE MARKS AND
 AT1375'AZIMUTH WERE
 AT1375'SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED THAT
 AT1375'ALL MARKS HAVE BEEN DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 AT1375
 AT1375                          STATION RECOVERY (1966)
 AT1375
 AT1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1375'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE REPORTED
 AT1375'C.S. JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1381 ***********************************************************************
 AT1381  DESIGNATION -  MERAUX WATER TANK
 AT1381  PID         -  AT1381
 AT1381  STATE/COUNTY-  LA/ST BERNARD
 AT1381  USGS QUAD   -  CHALMETTE (1994)
 AT1381
 AT1381                         *CURRENT SURVEY CONTROL
 AT1381  ___________________________________________________________________
 AT1381* NAD 83(1992)-  29 55 50.51946(N)    089 55 41.73295(W)     ADJUSTED  
 AT1381* NAVD 88     -                                                        
 AT1381  **This station is located in a subsidence area (see below).
 AT1381  ___________________________________________________________________
 AT1381  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AT1381  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AT1381
 AT1381  HORZ ORDER  -  THIRD
 AT1381
 AT1381.The horizontal coordinates were established by classical geodetic methods
 AT1381.and adjusted by the National Geodetic Survey in January 1993..
 AT1381
 AT1381 ** The orthometric height has not been validated since last determined
 AT1381 ** by differential leveling and should not be used for control purposes.
 AT1381 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1381 ** area with valid NAVD 88 orthometric heights.
 AT1381 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1381 ** epoch indicated which incorporates improved geoid heights for the
 AT1381 ** Southern Louisiana Subsidence area.
 AT1381 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1381
 AT1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1381
 AT1381.The geoid height was determined by GEOID03.
 AT1381
 AT1381;                    North         East     Units Scale Factor Converg.
 AT1381;SPC LA S     -   159,416.611 1,135,651.105   MT  0.99992649   +0 42 09.2
 AT1381;SPC LA S     -   523,019.33  3,725,882.00   sFT  0.99992649   +0 42 09.2
 AT1381;UTM  16      - 3,314,712.603   217,317.925   MT  1.00058603   -1 27 43.3
 AT1381;UTM  15      - 3,315,074.971   796,539.760   MT  1.00068509   +1 32 01.6
 AT1381
 AT1381                          SUPERSEDED SURVEY CONTROL
 AT1381
 AT1381  NAD 83(1986)-  29 55 50.53226(N)    089 55 41.73167(W) AD(       ) 4
 AT1381  NAD 27      -  29 55 49.79694(N)    089 55 41.48935(W) AD(       ) 3
 AT1381
 AT1381.Superseded values are not recommended for survey control.
 AT1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1381.See file dsdata.txt to determine how the superseded data were derived.
 AT1381
 AT1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1731814713(NAD 83)
 AT1381_MARKER: 53 = ELEVATED TANK
 AT1381
 AT1381  HISTORY     - Date     Condition        Report By
 AT1381  HISTORY     - 1972     FIRST OBSERVED   NGS
 AT1381
 AT1381                          STATION DESCRIPTION
 AT1381
 AT1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1381'THE STATION IS THE LIGHT IN THE APPROXIMATE CENTER OF THE TOP OF THE
 AT1381'WATER TANK.  IT IS PAINTED SILVER AND SUPPORTED BY 8 TUBULAR TYPE
 AT1381'METAL LEGS AND IT IS LOCATED 0.1 MILE EAST OF STATE HIGHWAY 46 AND
 AT1381'0.5 MILE SOUTH OF THE POST OFFICE IN MERAUX.
 AT1381'
 AT1381'POINT INTERSECTED WAS THE LIGHT IN THE APPROXIMATE CENTER OF THE
 AT1381'TANK.
 AT1381'
 AT1381'THE OVER ALL HEIGHT OF THE TANK IS 150 FEET ABOVE THE GROUND LEVEL.
 AT1381'
 AT1381'THE WATER TANK IS OWNED AND OPERATED BY THE ST BERNARD PARISH WATER
 AT1381'BOARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3087 ***********************************************************************
 AU3087  DESIGNATION -  MERCHANT
 AU3087  PID         -  AU3087
 AU3087  STATE/COUNTY-  LA/TERREBONNE
 AU3087  USGS QUAD   -  LAKE MECHANT (1994)
 AU3087
 AU3087                         *CURRENT SURVEY CONTROL
 AU3087  ___________________________________________________________________
 AU3087* NAD 83(1992)-  29 20 12.48734(N)    090 57 34.63411(W)     ADJUSTED  
 AU3087* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3087  ___________________________________________________________________
 AU3087  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3087  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU3087
 AU3087  HORZ ORDER  -  SECOND
 AU3087
 AU3087.The horizontal coordinates were established by classical geodetic methods
 AU3087.and adjusted by the National Geodetic Survey in January 1993..
 AU3087
 AU3087.The orthometric height was scaled from a topographic map.
 AU3087
 AU3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3087
 AU3087.The geoid height was determined by GEOID03.
 AU3087
 AU3087;                    North         East     Units Scale Factor Converg.
 AU3087;SPC LA S     -    92,815.996 1,036,295.151   MT  0.99999241   +0 11 12.7
 AU3087;SPC LA S     -   304,513.81  3,399,911.67   sFT  0.99999241   +0 11 12.7
 AU3087;UTM  15      - 3,247,030.036   698,107.089   MT  1.00008430   +0 59 60.0
 AU3087
 AU3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3087!SPC LA S     -   1.00000390  x   0.99999241  =   0.99999631
 AU3087!UTM  15      -   1.00000390  x   1.00008430  =   1.00008820
 AU3087
 AU3087|---------------------------------------------------------------------|
 AU3087| PID    Reference Object                     Distance      Geod. Az  |
 AU3087|                                                           dddmmss.s |
 AU3087| DD7439 MERCHANT RM 2                        24.480 METERS 06314     |
 AU3087| DD7438 MERCHANT RM 1                        30.710 METERS 15612     |
 AU3087| AU2422 WASHA                               APPROX. 4.5 KM 2432235.2 |
 AU3087| AU3092 MERCHANT 2                           28.552 METERS 35159     |
 AU3087|---------------------------------------------------------------------|
 AU3087
 AU3087                          SUPERSEDED SURVEY CONTROL
 AU3087
 AU3087  NAD 83(1986)-  29 20 12.51149(N)    090 57 34.64123(W) AD(       ) 2
 AU3087  NAD 27      -  29 20 11.72000(N)    090 57 34.29500(W) AD(       ) 2
 AU3087
 AU3087.Superseded values are not recommended for survey control.
 AU3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3087.See file dsdata.txt to determine how the superseded data were derived.
 AU3087
 AU3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9810747030(NAD 83)
 AU3087_MARKER: DS = TRIANGULATION STATION DISK
 AU3087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3087_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3087
 AU3087  HISTORY     - Date     Condition        Report By
 AU3087  HISTORY     - 1934     MONUMENTED       CGS
 AU3087  HISTORY     - 1952     GOOD             CGS
 AU3087  HISTORY     - 1966     POOR             CGS
 AU3087  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AU3087
 AU3087                          STATION DESCRIPTION
 AU3087
 AU3087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3087'STATION IS IN THE MARSH ON THE N SHORE OF LAKE MECHANT, ABOUT
 AU3087'0.3 MILE W OF RACCOURCI (LITTLE CUTOFF) BAYOU, 39 METERS
 AU3087'(130 FEET) FROM THE LAKE AND BEHIND A BREAK IN THE FRINGE OF
 AU3087'BUSHES ON THE LAKE SHORE.
 AU3087'
 AU3087'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3087'IN TOP OF A TILE.
 AU3087'
 AU3087'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN THE
 AU3087'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3087'PILE DRIVEN INTO THE MARSH, IS 9 METERS (30 FEET) FROM THE SHORE
 AU3087'AND 30.71 METERS (100.8 FEET) FROM THE STATION S 23 DEG 48 MIN E.
 AU3087'
 AU3087'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK, SET IN CONCRETE,
 AU3087'IS 39 METERS (130 FEET) FROM THE SHORE
 AU3087'AND 24.48 METERS (80.3 FEET) FROM THE STATION N 63 DEG 14 MIN E.
 AU3087
 AU3087                          STATION RECOVERY (1952)
 AU3087
 AU3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3087'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 AU3087'MARKS WERE SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK
 AU3087'1 WAS PROBABLY WASHED OUT DUE TO THE DISTANCE AND DIRECTION
 AU3087'FROM THE STATION.
 AU3087'
 AU3087'STATION IS LOCATED ON THE N SHORE OF LAKE MERCHANT, ABOUT
 AU3087'0.3 MI. W OF RACCOURCI (LITTLE CUTOFF) BAYOU, 27 FT. N OF THE
 AU3087'LAKESHORE, AND BEHIND A BREAK IN THE FRINGE OF BUSHES ON THE
 AU3087'LAKESHORE.  A 15-FT. WOODEN STAND IS IN PLACE OVER THE STATION.
 AU3087'IT IS A STANDARD DISK, STAMPED MERCHANT 1934 AND SET IN THE
 AU3087'TOP OF A CONCRETE MONUMENT 4 IN. UNDER GROUND.
 AU3087
 AU3087                          STATION RECOVERY (1966)
 AU3087
 AU3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU3087'STATION MARK WAS RECOVERED IN POOR CONDITION.  INSTEAD OF
 AU3087'130 FEET FROM SHORE LINE IT IS NOW 8 FEET OUT IN THE WATER.
 AU3087'IT IS ABOUT 10 INCHES LOWER THAN THE BANK AND UNDER WATER
 AU3087'PART OF THE TIME.  A METAL WITNESS POST WAS SET AT THE MARK.
 AU3087'THE REFERENCE MARKS WERE NOT RECOVERED AND FROM THEIR DISTANCE
 AU3087'AND DIRECTION FROM THE STATION ARE PROBABLY WASHED AWAY.
 AU3087'
 AU3087'STATION IS ON THE NORTH SHORE OF LAKE MERCHANT, ABOUT 0.3
 AU3087'MILE WEST OF RACCOURCI (LITTLE CUTOFF) BAYOU AND ABOUT 8
 AU3087'FEET OUT IN THE WATER.
 AU3087
 AU3087                          STATION RECOVERY (1968)
 AU3087
 AU3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AU3087'THE STATION WAS VISITED 10-12-68 AND THE STATION MARK WAS
 AU3087'FOUND IN GOOD CONDITION BUT ABOUT 8 FEET FROM THE SHORE
 AU3087'LINE AND OUT IN THE WATER.  THE REFERENCE MARKS WERE NOT FOUND
 AU3087'AT THIS TIME.  A NEW STATION MERCHANT 2 1968 WAS ESTABLISHED
 AU3087'AT THIS DATE 93.68 FEET NNW OF THE STATION COMPLETE WITH
 AU3087'REFERENCE MARKS.  NO AZIMUTH WAS ESTABLISHED FOR THE STATION.
 AU3087'
 AU3087'SEE DESCRIPTION FOR STATION MERCHANT 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3092 ***********************************************************************
 AU3092  DESIGNATION -  MERCHANT 2
 AU3092  PID         -  AU3092
 AU3092  STATE/COUNTY-  LA/TERREBONNE
 AU3092  USGS QUAD   -  LAKE MECHANT (1994)
 AU3092
 AU3092                         *CURRENT SURVEY CONTROL
 AU3092  ___________________________________________________________________
 AU3092* NAD 83(1992)-  29 20 13.40563(N)    090 57 34.78163(W)     ADJUSTED  
 AU3092* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3092  ___________________________________________________________________
 AU3092  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3092  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU3092
 AU3092  HORZ ORDER  -  THIRD
 AU3092
 AU3092.The horizontal coordinates were established by classical geodetic methods
 AU3092.and adjusted by the National Geodetic Survey in January 1993..
 AU3092.No horizontal observational check was made to the station.
 AU3092
 AU3092.The orthometric height was scaled from a topographic map.
 AU3092
 AU3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3092
 AU3092.The geoid height was determined by GEOID03.
 AU3092
 AU3092;                    North         East     Units Scale Factor Converg.
 AU3092;SPC LA S     -    92,844.256 1,036,291.079   MT  0.99999236   +0 11 12.6
 AU3092;SPC LA S     -   304,606.53  3,399,898.32   sFT  0.99999236   +0 11 12.6
 AU3092;UTM  15      - 3,247,058.238   698,102.616   MT  1.00008427   +0 59 59.9
 AU3092
 AU3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3092!SPC LA S     -   1.00000390  x   0.99999236  =   0.99999626
 AU3092!UTM  15      -   1.00000390  x   1.00008427  =   1.00008817
 AU3092
 AU3092|---------------------------------------------------------------------|
 AU3092| PID    Reference Object                     Distance      Geod. Az  |
 AU3092|                                                           dddmmss.s |
 AU3092| DD7441 MERCHANT 2 RM 4                      25.591 METERS 02941     |
 AU3092| AU3087 MERCHANT                             28.552 METERS 17159     |
 AU3092| DD7440 MERCHANT 2 RM 3                      22.531 METERS 30510     |
 AU3092|---------------------------------------------------------------------|
 AU3092
 AU3092                          SUPERSEDED SURVEY CONTROL
 AU3092
 AU3092  NAD 83(1986)-  29 20 13.42978(N)    090 57 34.78874(W) AD(       ) 3
 AU3092  NAD 27      -  29 20 12.63829(N)    090 57 34.44250(W) AD(       ) 3
 AU3092
 AU3092.Superseded values are not recommended for survey control.
 AU3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3092.See file dsdata.txt to determine how the superseded data were derived.
 AU3092
 AU3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9810347058(NAD 83)
 AU3092_MARKER: DS = TRIANGULATION STATION DISK
 AU3092_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU3092+WITH SETTING: INFORMATION.
 AU3092_SP_SET: PREFABRICATED CONCRETE POST
 AU3092
 AU3092  HISTORY     - Date     Condition        Report By
 AU3092  HISTORY     - 1968     MONUMENTED       CGS
 AU3092
 AU3092                          STATION DESCRIPTION
 AU3092
 AU3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AU3092'THE STATION IS LOCATED ON THE NORTH SHORE OF LAKE MERCHANT, ABOUT
 AU3092'0.3 MILE WEST OF RECCOURCI BAYOU (LITTLE CUT OFF).  IT IS 73 FEET
 AU3092'NORTH OF THE NORTH SHORE OF THE LAKE, 1 FOOT SOUTH OF A METAL
 AU3092'WITNESS POST AND 1.5 FEET NORTH OF A CONCRETE FILLED 4-INCH
 AU3092'ORANGEBURG PIPE PROJECTING 4 FEET.  IT IS A TRIANGULATION STATION
 AU3092'DISK, STAMPED MERCHANT 2 1968, CRIMPED ON A COPPER WELD ROD
 AU3092'DRIVEN IN THE MARSH AND PROTECTED BY A SECTION OF 4-INCH
 AU3092'ORANGEBURG PIPE PROJECTING ABOUT 3 FEET.
 AU3092'
 AU3092'REFERENCE MARK NO. 3 IS 73.92 FEET NORTHWEST OF THE STATION,
 AU3092'133 FEET NORTH OF THE NORTH SHORE OF THE LAKE.  IT IS A
 AU3092'REFERENCE MARK DISK, STAMPED MERCHANT 2 NO 3 1968, CRIMPED ON A
 AU3092'COPPER WELD ROD DRIVEN IN THE MARSH AND PROTECTED BY A 4-INCH
 AU3092'ORANGEBURG PIPE PROJECTING 2 FEET.
 AU3092'
 AU3092'REFERENCE MARK NO. 4 IS 83.96 FEET NNE OF THE STATION.  IT IS
 AU3092'133 FEET NORTH OF THE LAKE SHORE.  IT IS A REFERENCE MARK DISK,
 AU3092'STAMPED MERCHANT 2 NO 4 1968, CRIMPED ON A COPPER WELD ROD
 AU3092'DRIVEN IN THE MARSH AND PROTECTED BY A SECTION OF ORANGEBURG
 AU3092'PIPE PROJECTING 2 FEET.
 AU3092'
 AU3092'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION.
 AU3092'
 AU3092'THE STATION CAN BE REACH ONLY BY BOAT OR AIRCRAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2679 ***********************************************************************
 BK2679  DESIGNATION -  MERIDIAN
 BK2679  PID         -  BK2679
 BK2679  STATE/COUNTY-  LA/EVANGELINE
 BK2679  USGS QUAD   -  COCODRIE LAKE (1967)
 BK2679
 BK2679                         *CURRENT SURVEY CONTROL
 BK2679  ___________________________________________________________________
 BK2679* NAD 83(1992)-  30 56 43.95102(N)    092 24 17.56999(W)     ADJUSTED  
 BK2679* NAVD 88     -        42.49   (+/-2cm)     139.4    (feet)  VERTCON   
 BK2679  ___________________________________________________________________
 BK2679  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK2679  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK2679
 BK2679  HORZ ORDER  -  FIRST
 BK2679  VERT ORDER  -  THIRD ? (See Below)
 BK2679
 BK2679.The horizontal coordinates were established by classical geodetic methods
 BK2679.and adjusted by the National Geodetic Survey in January 1993..
 BK2679
 BK2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2679.The vertical order pertains to the NGVD 29 superseded value.
 BK2679
 BK2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2679
 BK2679.The geoid height was determined by GEOID03.
 BK2679
 BK2679;                    North         East     Units Scale Factor Converg.
 BK2679;SPC LA S     -   271,565.367   897,599.764   MT  1.00006144   -0 32 08.8
 BK2679;SPC LA S     -   890,960.71  2,944,875.23   sFT  1.00006144   -0 32 08.8
 BK2679;SPC LA N     -    49,405.426 1,009,089.992   MT  1.00005749   +0 03 01.0
 BK2679;SPC LA N     -   162,090.97  3,310,656.08   sFT  1.00005749   +0 03 01.0
 BK2679;UTM  15      - 3,423,718.455   556,846.455   MT  0.99963986   +0 18 21.7
 BK2679
 BK2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2679!SPC LA S     -   0.99999758  x   1.00006144  =   1.00005902
 BK2679!SPC LA N     -   0.99999758  x   1.00005749  =   1.00005507
 BK2679!UTM  15      -   0.99999758  x   0.99963986  =   0.99963744
 BK2679
 BK2679:                Primary Azimuth Mark                     Grid Az
 BK2679:SPC LA S     -  MEEKER SUGAR REFINERY STACK              011 11 51.0
 BK2679:SPC LA N     -  MEEKER SUGAR REFINERY STACK              010 36 41.2
 BK2679:UTM  15      -  MEEKER SUGAR REFINERY STACK              010 21 20.5
 BK2679
 BK2679|---------------------------------------------------------------------|
 BK2679| PID    Reference Object                     Distance      Geod. Az  |
 BK2679|                                                           dddmmss.s |
 BK2679| BX2612 MEEKER SUGAR REFINERY STACK         APPROX.12.7 KM 0103942.2 |
 BK2679| BK2680 MERIDIAN LOT                        APPROX. 0.6 KM 0632920.2 |
 BK2679| CW2098 MERIDIAN RM 3                       229.027 METERS 15300     |
 BK2679| CW2096 MERIDIAN RM 1                        69.498 METERS 19411     |
 BK2679| BK2975 GLENMORA MUNICIPAL TANK             APPROX.17.5 KM 2811023.5 |
 BK2679| CW2099 MERIDIAN RM 4                        33.443 METERS 28542     |
 BK2679| CW2097 MERIDIAN RM 2                        40.280 METERS 30122     |
 BK2679| BX2618 FOREST HILL LANGFORD TELE MAST      APPROX.13.4 KM 3193658.1 |
 BK2679| BX2617 FOREST HILL TENN GAS CO MICRO       APPROX.15.3 KM 3261532.5 |
 BK2679| BX0981 CORNELL RESET                       APPROX.14.5 KM 3535713.3 |
 BK2679|---------------------------------------------------------------------|
 BK2679
 BK2679                          SUPERSEDED SURVEY CONTROL
 BK2679
 BK2679  NAD 83(1986)-  30 56 43.97106(N)    092 24 17.56334(W) AD(       ) 1
 BK2679  NAD 27      -  30 56 43.27759(N)    092 24 17.08336(W) AD(       ) 1
 BK2679  NGVD 29 (07/19/86)   42.46   (m)          139.3    (f) LEVELING    3  
 BK2679
 BK2679.Superseded values are not recommended for survey control.
 BK2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2679.See file dsdata.txt to determine how the superseded data were derived.
 BK2679
 BK2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5684623718(NAD 83)
 BK2679_MARKER: DS = TRIANGULATION STATION DISK
 BK2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2679
 BK2679  HISTORY     - Date     Condition        Report By
 BK2679  HISTORY     - 1934     MONUMENTED       CGS
 BK2679  HISTORY     - 1937     GOOD             LAGS
 BK2679  HISTORY     - 1969     GOOD             CGS
 BK2679
 BK2679                          STATION DESCRIPTION
 BK2679
 BK2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2679'STATION IS ABOUT 10 MILES S OF LE COMPTE.  5 MILES N OF
 BK2679'TURKEY CREEK, 1-1/4 MILES N OF UNUSED RAILROAD STATION AT
 BK2679'MERIDIAN.  IN NE 1/4 SEC. 30, T 1 S, R 1 E, OR POSSIBLY IN
 BK2679'SEC. 19, ON LAND OWNED BY THE CROWELL AND SPENCER LBR. COMPANY
 BK2679'OF LONGLEAF.  AREA IS CUT-OVER TIMBER LAND.
 BK2679'
 BK2679'STATION, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BK2679'IN CONCRETE.
 BK2679'
 BK2679'THE STATION IS 30 FEET SE OF TRIANGLE BLAZE ON 2-FOOT PINE
 BK2679'65 FEET N OF N EDGE OF OPEN FIELD AND ABOUT 300 YARDS NNE
 BK2679'OF NEW DIPPING VAT.
 BK2679'
 BK2679'REFERENCE MARK NO. 2 IS NW OF STATION 132.15 FEET, 40.280 METERS.
 BK2679'
 BK2679'REFERENCE MARK NO. 1 IS S OF STATION 227.94 FEET, 69.476 METERS
 BK2679'10 FEET N OF FENCE LINE.
 BK2679'
 BK2679'REFERENCE MARK NO. 3 IS E OF STATION 751.40 FEET, 229.027 METERS.
 BK2679'
 BK2679'REACHED FROM TURKEY CREEK BY STATE HIGHWAY 26, N 4.7 MILES
 BK2679'TO A DIRT ROAD LEADING W ACROSS RAILROAD.  THIS ROAD IS 1.1
 BK2679'MILES N OF MERIDIAN RAILROAD STATION AND 4.8 MILES S OF BAYOU
 BK2679'COCODRIE BRIDGE.  FOLLOW THIS ROAD NW 0.15 MILE TO A TRIANGLE
 BK2679'BLAZE ON PINE TREE ON N SIDE OF ROAD.  TURN N ON DIM WOOD TRAIL
 BK2679'AND FOLLOW BLAZES N 0.25 MILE TO STATION
 BK2679'
 BK2679'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK2679
 BK2679                          STATION RECOVERY (1937)
 BK2679
 BK2679'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK2679'THIS MARK HAS NOT BEEN DISTURBED AND RECOVERED AS DESCRIBED.
 BK2679
 BK2679                          STATION RECOVERY (1969)
 BK2679
 BK2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2679'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 BK2679'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND PUSHED
 BK2679'OVER AND OUT OF POSITION, SO IT WAS DESTROYED BY THIS
 BK2679'PARTY.  REFERENCE MARK NO. 3 WAS SEARCHED FOR, BUT COULD NOT BE
 BK2679'FOUND.  REFERENCE MARK NO. 4 WAS ESTABLISHED BY THIS PARTY.
 BK2679'
 BK2679'A COMPLETE NEW DESCRIPTION FOLLOWS--
 BK2679'
 BK2679'THE STATION IS LOCATED ABOUT 13 MILES WEST OF BUNKIE, 10 MILES
 BK2679'SOUTH OF LECOMPTE AND 5 MILES NORTH OF TURKEY CREEK, ON TIMBERED
 BK2679'LAND OWNED BY THE CROWELL LUMBER INDUSTRIES OF LONG LEAF,
 BK2679'LOUISIANA.
 BK2679'
 BK2679'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71
 BK2679'AND 167 ABOUT 3.0 MILES SOUTH OF LECOMPTE, GO SOUTHERLY ON
 BK2679'HIGHWAY 167 FOR 7.9 MILES TO THE ENTRANCE TO THE MERIDIAN
 BK2679'LOOKOUT TOWER ON THE LEFT.  CONTINUE SOUTHERLY ON HIGHWAY 167
 BK2679'FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSS A CATTLE
 BK2679'GUARD AND RAILROAD TRACKS FOR A DISTANCE OF 0.05 MILE TO A PIPE
 BK2679'LINE CLEARING.  TURN RIGHT AND FOLLOW THE PIPE LINE NORTHERLY
 BK2679'FOR 0.15 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND
 BK2679'FOLLOW THE DIM TRACK ROAD WESTERLY FOR 0.15 MILE TO THE
 BK2679'STATION AND AN 36-INCH PINE TREE ON THE RIGHT.
 BK2679'
 BK2679'THE STATION MARK IS A STANDARD DISK STAMPED MERIDIAN 1934, SET
 BK2679'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2679'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 30 FEET NORTH OF THE
 BK2679'CENTER OF THE TRACK ROAD, 30 FEET SOUTHEAST OF THE 36-INCH PINE
 BK2679'TREE, 23 FEET NORTHEAST OF AN 18-INCH PINE TREE AND 1 FOOT WEST
 BK2679'OF A METAL WITNESS POST.
 BK2679'
 BK2679'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MERIDIAN NO 1
 BK2679'1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK2679'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 195 FEET SOUTH
 BK2679'OF THE CENTER OF THE TRACK ROAD AND ABOVE 18-INCHES LOWER IN
 BK2679'ELEVATION THAT THE STATION.
 BK2679'
 BK2679'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MERIDIAN NO 4
 BK2679'1934 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2679'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 15 FEET
 BK2679'WEST-SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 4 FEET EAST
 BK2679'OF AN 8-INCH PINE TREE.
 BK2679'
 BK2679'NOTE--DUE TO THE TIMBERED AREA THERE WAS NO SUITABLE PLACE
 BK2679'TO SET AN AZIMUTH MARK.
 BK2679'
 BK2679'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BK2679'
 BK2679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BK2679'10 MILES SOUTH OF LECOMPTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2680 ***********************************************************************
 BK2680  DESIGNATION -  MERIDIAN LOT
 BK2680  PID         -  BK2680
 BK2680  STATE/COUNTY-  LA/EVANGELINE
 BK2680  USGS QUAD   -  COCODRIE LAKE (1967)
 BK2680
 BK2680                         *CURRENT SURVEY CONTROL
 BK2680  ___________________________________________________________________
 BK2680* NAD 83(1992)-  30 56 52.00046(N)    092 23 58.84641(W)     ADJUSTED  
 BK2680* NAVD 88     -                                                        
 BK2680  ___________________________________________________________________
 BK2680  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK2680  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK2680
 BK2680  HORZ ORDER  -  THIRD
 BK2680
 BK2680.The horizontal coordinates were established by classical geodetic methods
 BK2680.and adjusted by the National Geodetic Survey in January 1993..
 BK2680
 BK2680
 BK2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2680
 BK2680.The geoid height was determined by GEOID03.
 BK2680
 BK2680;                    North         East     Units Scale Factor Converg.
 BK2680;SPC LA S     -   271,808.632   898,099.079   MT  1.00006208   -0 31 59.5
 BK2680;SPC LA S     -   891,758.82  2,946,513.40   sFT  1.00006208   -0 31 59.5
 BK2680;UTM  15      - 3,423,968.925   557,341.933   MT  0.99964056   +0 18 31.4
 BK2680
 BK2680                          SUPERSEDED SURVEY CONTROL
 BK2680
 BK2680  NAD 83(1986)-  30 56 52.02080(N)    092 23 58.83880(W) AD(       ) 4
 BK2680  NAD 27      -  30 56 51.32753(N)    092 23 58.35952(W) AD(       ) 3
 BK2680
 BK2680.Superseded values are not recommended for survey control.
 BK2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2680.See file dsdata.txt to determine how the superseded data were derived.
 BK2680
 BK2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5734223969(NAD 83)
 BK2680_MARKER: 57 = LOOKOUT TOWER
 BK2680
 BK2680  HISTORY     - Date     Condition        Report By
 BK2680  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2680
 BK2680                          STATION DESCRIPTION
 BK2680
 BK2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2680'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  IT IS A
 BK2680'FOUR-LEGGED GALVANIZED STEEL STRUCTURE SUPPORTING A SMALL CABIN.
 BK2680'
 BK2680'IT IS LOCATED ON THE PROPERTY OF LOUISIANA FORESTRY COMMISSION
 BK2680'ABOUT 5 MILES NORTH OF TURKEY CREEK, 7-1/2 MILES SOUTH-SOUTHWEST
 BK2680'OF MEEKER AND 200 FEET EAST OF U.S. HIGHWAY 167.
 BK2680'
 BK2680'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 167, ABOUT
 BK2680'1/2 MILE SOUTH OF MEEKER, GO SOUTHERLY ON U.S. HIGHWAY 167 FOR
 BK2680'ABOUT 8 MILES TO THE ENTRANCE TO THE LOOKOUT TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0683 ***********************************************************************
 AV0683  DESIGNATION -  MERIDIAN USGS 1932
 AV0683  PID         -  AV0683
 AV0683  STATE/COUNTY-  LA/VERMILION
 AV0683  USGS QUAD   -  JACKS POINT ISLAND (1979)
 AV0683
 AV0683                         *CURRENT SURVEY CONTROL
 AV0683  ___________________________________________________________________
 AV0683* NAD 83(1992)-  29 46 58.91982(N)    092 24 34.95721(W)     ADJUSTED  
 AV0683* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0683  **This station is located in a subsidence area (see below).
 AV0683  ___________________________________________________________________
 AV0683  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AV0683  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AV0683
 AV0683  HORZ ORDER  -  THIRD
 AV0683
 AV0683.The horizontal coordinates were established by classical geodetic methods
 AV0683.and adjusted by the National Geodetic Survey in January 1993..
 AV0683
 AV0683 ** The orthometric height has not been validated since last determined
 AV0683 ** by differential leveling and should not be used for control purposes.
 AV0683 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0683 ** area with valid NAVD 88 orthometric heights.
 AV0683 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0683 ** epoch indicated which incorporates improved geoid heights for the
 AV0683 ** Southern Louisiana Subsidence area.
 AV0683 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0683.The orthometric height was scaled from a topographic map.
 AV0683
 AV0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0683
 AV0683.The geoid height was determined by GEOID03.
 AV0683
 AV0683;                    North         East     Units Scale Factor Converg.
 AV0683;SPC LA S     -   142,706.046   895,927.726   MT  0.99993293   -0 32 17.5
 AV0683;SPC LA S     -   468,194.75  2,939,389.55   sFT  0.99993293   -0 32 17.5
 AV0683;UTM  15      - 3,294,890.072   557,056.023   MT  0.99964016   +0 17 35.6
 AV0683
 AV0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0683!SPC LA S     -   1.00000413  x   0.99993293  =   0.99993706
 AV0683!UTM  15      -   1.00000413  x   0.99964016  =   0.99964428
 AV0683
 AV0683:                Primary Azimuth Mark                     Grid Az
 AV0683:SPC LA S     -  WHITE LAKE LIGHT EAST                    161 19 09.9
 AV0683:UTM  15      -  WHITE LAKE LIGHT EAST                    160 29 16.8
 AV0683
 AV0683|---------------------------------------------------------------------|
 AV0683| PID    Reference Object                     Distance      Geod. Az  |
 AV0683|                                                           dddmmss.s |
 AV0683| AV0662 WHITE LAKE LIGHT EAST               APPROX. 5.5 KM 1604652.4 |
 AV0683| AV0661 SOUTH MERIDIAN USGS 1933            APPROX. 8.6 KM 1742202.6 |
 AV0683| AV0663 PETER DYSONS HOUSE CHIM USGS        APPROX.15.7 KM 1955311.7 |
 AV0683|---------------------------------------------------------------------|
 AV0683
 AV0683                          SUPERSEDED SURVEY CONTROL
 AV0683
 AV0683  NAD 83(1986)-  29 46 58.93961(N)    092 24 34.94672(W) AD(       ) 3
 AV0683  NAD 27      -  29 46 58.17300(N)    092 24 34.46500(W) AD(       ) 3
 AV0683
 AV0683.Superseded values are not recommended for survey control.
 AV0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0683.See file dsdata.txt to determine how the superseded data were derived.
 AV0683
 AV0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5705694890(NAD 83)
 AV0683_MARKER: I = METAL ROD
 AV0683_SETTING: 0 = UNSPECIFIED SETTING
 AV0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0683
 AV0683  HISTORY     - Date     Condition        Report By
 AV0683  HISTORY     - 1932     MONUMENTED       USGS
 AV0683  HISTORY     - 1945     SEE DESCRIPTION  LOCENG
 AV0683  HISTORY     - 1947     GOOD             CGS
 AV0683  HISTORY     - 1948     GOOD             CGS
 AV0683  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AV0683  HISTORY     - 1964     MARK NOT FOUND   USGS
 AV0683  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0683
 AV0683                          STATION DESCRIPTION
 AV0683
 AV0683'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (JML)
 AV0683'ON WHITE LAKE, ON N END OF BAY WHICH IS BETWEEN LONG POINT AND
 AV0683'ENTRANCE OF INTRACOASTAL CANAL AT E END OF LAKE, ABOUT 60
 AV0683'FEET N OF SHORE, PROBABLY POINT ON THE LOUISIANA PRIME MERIDIAN,
 AV0683'BETWEEN SECS. 31, 36, T 14 S, R 1 E AND R 1 W.
 AV0683'
 AV0683'STATION MARK IS A 2 1/2-INCH POST.
 AV0683'
 AV0683'INSTRUMENT AND SIGNAL OVER STATION MARK.  INSTRUMENT ELEVATION
 AV0683'35 FEET.
 AV0683
 AV0683                          STATION RECOVERY (1945)
 AV0683
 AV0683'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (DFC)
 AV0683'RECOVERED BY STANOLIND OIL AND GAS COMPANY
 AV0683'
 AV0683'LETTER FROM MR. D.F. CHAMPION, STANOLIND OIL AND GAS COMPANY,
 AV0683'HOUSTON, TEXAS, DATED JUNE 7, 1945--
 AV0683'
 AV0683'STATION COMPRISED OF A 3-INCH IRON PIPE WAS FOUND PARTIALLY
 AV0683'RUSTED DOWN UNDER THE WATER OF WHITE LAKE.  THE N LAKE EDGE IS
 AV0683'NOW SOME 50 FEET N OF THE MONUMENT.  THE OLD IRON PIPE WAS
 AV0683'REPLACED WITH A LONG JOINT OF 2-INCH CAST-IRON PIPE WITH COLLAR
 AV0683'STANDING 1 FOOT ABOVE WATER LEVEL.
 AV0683
 AV0683                          STATION RECOVERY (1947)
 AV0683
 AV0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0683'STATION PROBABLY RECOVERED.  A 2-1/2-INCH CAST-IRON SEWER
 AV0683'PIPE WITH A PIECE OF WOOD IN THE TOP WITH A TACK WAS FOUND
 AV0683'PROJECTING ABOUT 18 INCHES AND ABOUT 15 FEET OUTSIDE THE
 AV0683'WATER LINE.  THE ORIGINAL DESCRIPTION DOES NOT SAY WHAT THE
 AV0683'STATION IS MARKED WITH SO IT CANNOT BE DEFINITELY STATED THAT
 AV0683'IT WAS RECOVERED.
 AV0683
 AV0683                          STATION RECOVERY (1948)
 AV0683
 AV0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0683'THE IRON PIPE WITH COLLAR DESCRIBED IN 1945 RECOVERY NOTE WAS
 AV0683'RECOVERED IN GOOD CONDITION.  THE PIPE IS STILL ABOUT 1 FOOT
 AV0683'ABOVE THE WATER LEVEL AND 55 FEET OUT IN THE WATER FROM THE
 AV0683'N SHORELINE OF WHITE LAKE.
 AV0683
 AV0683                          STATION RECOVERY (1959)
 AV0683
 AV0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 AV0683'THE STATION WAS VISITED 10-13-59 AND ALL MARKS WERE FOUND
 AV0683'IN GOOD CONDITION.  THE STATION AND REFERENCE MARKS ARE IN A
 AV0683'DENSE GROWTH OF YOUNG PINES WHICH OBSTRUCT ALL THE MARKS FROM
 AV0683'BEING VISIBLE TO ONE ANOTHER.
 AV0683'
 AV0683'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF LECOMPTE, 5 MILES
 AV0683'NORTH OF TURKEY CREEK, ABOUT 0.3 MILE WEST-SOUTHWEST OF THE
 AV0683'MERIDIAN LOOKOUT TOWER, ON THE WEST SIDE OF THE ROCK ISLAND
 AV0683'RAILROAD AND 0.15 MILE NORTH OF A GRAVELED ROAD LEADING WEST.
 AV0683'IT IS ON THE HIGHEST PART OF AN EAST-WEST RIDGE, IN THE NORTHEAST
 AV0683'1/4 OF SEC. 30, T 1 S, R 1 E, JUST NORTH OF A VERY THICK GROWTH
 AV0683'OF PINE TREES.  IT IS 360 FEET WEST OF THE WEST EDGE OF THE
 AV0683'CLEARING FOR THE TEXAS GAS LINE, 475 FEET WEST OF THE ROACK
 AV0683'ISLAND RAILROAD TRACK, 29 FEET SOUTHEAST OF A 3-FOOT
 AV0683'TRANGULAR BLAZED PINE TREE (BLAZE ON THE SOUTHSIDE OF THE
 AV0683'TREE AND 1 FOOT WEST OF A METAL WITNESS POST BEARING A WHITE
 AV0683'SIGN.  IT IS A STANDARD DISK STAMPED MERIDIAN 1934,
 AV0683'PROJECTING 8 INCHES.
 AV0683'
 AV0683'REFERENCE MARK NO. 1 IS 227.94 FEET SOUTH OF THE STATION IN THE
 AV0683'SOUTHWEST CORNER OF A DENSE PINE THICKET WITH TREES ABOUT 5
 AV0683'INCHES IN DIAMETER AND ABOUT 30 FEET TALL.  IT IS A STANDARD
 AV0683'DISK STAMPED MERIDIAN NO 1 1934, PROJECTING 6 INCHES.
 AV0683'
 AV0683'REFERENCE MARK NO. 2 IS 132.15 FEET NORTHWEST OF THE STATION
 AV0683'IN A SMALL CLEARING IN A PINE THICKET, 10 FEET SOUTH OF A 12-INCH
 AV0683'PINE TREE.  IT IS A STANDARD DISK, STAMPED MERIDIAN NO 2 1934,
 AV0683'PROJECTING 6 INCHES.
 AV0683'
 AV0683'REFERENCE MARK NO. 3 (USED AS THE AZIMUTH MARK) IS 0.15 MILE
 AV0683'(751.4 FEET MEASURED IN 1934) SOUTHEAST OF THE STATION.  IT IS
 AV0683'105 FEET EAST OF THE EAST RAIL OF THE TRACKS, 149 FEET WEST OF
 AV0683'THE CENTERLINE OF U.S. HIGHWAY 167, 119 FEET WEST OF A FENCE
 AV0683'LINE, 16 FEET SOUTH OF A 2-FOOT PINE TREE AND 1 FOOT SOUTHEAST OF
 AV0683'A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 AV0683'DISK, STAMPED MERIDIAN NO 3 1934, PROJECTING 3 INCHES.
 AV0683'
 AV0683'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 167 AND STATE
 AV0683'HIGHWAY 112 AT THE STOP LIGHT IN LECOMPTE, GO SOUTH ON U.S.
 AV0683'HIGHWAY 167 AND 71 FOR 2.7 MILES TO THE JUNCTION OF U.S.
 AV0683'HIGHWAYS 167 AND 71 AT MEEKER, TURN RIGHT ACROSS RAILROAD
 AV0683'TRACKS AND GO SOUTH AND WEST ON U.S. HIGHWAY 167 FOR 2.7 MILES
 AV0683'TO BAYOU COCODRIE, CONTINUE SOUTH FOR 4.7 MILES TO A SIDE ROAD
 AV0683'RIGHT AT A CRUVE (THIS IS 0.45 MILE SOUTH OF THE MERIDIAN
 AV0683'LOOKOUT TOWER), TURN RIGHT AND CROSS RAILROAD TRACKS TO A PIPE
 AV0683'LINE WHICH PARALLELS THE TRACKS ALONG THE WEST SIDE, TURN
 AV0683'RIGHT AND GO NORTH ALONG THIS PIPE LINE FOR 0.1 MILE TO THE
 AV0683'AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR ABOUT 0.1
 AV0683'MILE TO THE TOP OF THE HILL AND THE STATION ABOUT 125 YARDS
 AV0683'TO THE LEFT.
 AV0683
 AV0683                          STATION RECOVERY (1964)
 AV0683
 AV0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (REG)
 AV0683'STATION COULD NOT BE LOCATED.  AN EXTENSIVE SEARCH WAS MADE.
 AV0683
 AV0683                          STATION RECOVERY (1966)
 AV0683
 AV0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0683'THE STATION SITE WAS VISITED 3/31/66 AND THE MARK WAS NOT FOUND.
 AV0683'THE STATION SITE IS NOW ABOUT 150 FEET OUT IN THE WATER AND THE
 AV0683'STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2907 ***********************************************************************
 CP2907  DESIGNATION -  MERITT
 CP2907  PID         -  CP2907
 CP2907  STATE/COUNTY-  LA/WEST CARROLL
 CP2907  USGS QUAD   -  FISKE (1988)
 CP2907
 CP2907                         *CURRENT SURVEY CONTROL
 CP2907  ___________________________________________________________________
 CP2907* NAD 83(1992)-  32 59 22.88752(N)    091 24 12.83567(W)     ADJUSTED  
 CP2907* NAVD 88     -        32.75   (+/-2cm)     107.4    (feet)  VERTCON   
 CP2907  ___________________________________________________________________
 CP2907  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CP2907  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP2907
 CP2907  HORZ ORDER  -  FIRST
 CP2907  VERT ORDER  -  THIRD ? (See Below)
 CP2907
 CP2907.The horizontal coordinates were established by classical geodetic methods
 CP2907.and adjusted by the National Geodetic Survey in September 1999..
 CP2907
 CP2907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2907.The vertical order pertains to the NGVD 29 superseded value.
 CP2907
 CP2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2907
 CP2907.The geoid height was determined by GEOID03.
 CP2907
 CP2907;                    North         East     Units Scale Factor Converg.
 CP2907;SPC LA N     -   276,580.726 1,102,484.683   MT  1.00008963   +0 34 46.9
 CP2907;SPC LA N     -   907,415.27  3,617,068.50   sFT  1.00008963   +0 34 46.9
 CP2907;UTM  15      - 3,651,275.705   649,157.523   MT  0.99987432   +0 52 09.8
 CP2907
 CP2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2907!SPC LA N     -   0.99999894  x   1.00008963  =   1.00008857
 CP2907!UTM  15      -   0.99999894  x   0.99987432  =   0.99987326
 CP2907
 CP2907:                Primary Azimuth Mark                     Grid Az
 CP2907:SPC LA N     -  MERITT AZ MK                             000 13 08.2
 CP2907:UTM  15      -  MERITT AZ MK                             359 55 45.3
 CP2907
 CP2907|---------------------------------------------------------------------|
 CP2907| PID    Reference Object                     Distance      Geod. Az  |
 CP2907|                                                           dddmmss.s |
 CP2907| CY5039 MERITT AZ MK                                       0004755.1 |
 CP2907| CY5040 MERITT RM 1                          42.154 METERS 03158     |
 CP2907| CP2879 KILBOURNE TRKLINE GAS RAD MAST      APPROX. 9.8 KM 0974718.3 |
 CP2907| CY5041 MERITT RM 2                          33.918 METERS 11919     |
 CP2907|---------------------------------------------------------------------|
 CP2907
 CP2907                          SUPERSEDED SURVEY CONTROL
 CP2907
 CP2907  NAD 83(1992)-  32 59 22.88832(N)    091 24 12.83449(W) AD(       ) 1
 CP2907  NAD 83(1992)-  32 59 22.88823(N)    091 24 12.83442(W) AD(       ) 1
 CP2907  NAD 83(1986)-  32 59 22.90107(N)    091 24 12.82818(W) AD(       ) 1
 CP2907  NAD 27      -  32 59 22.45014(N)    091 24 12.41273(W) AD(       ) 1
 CP2907  NGVD 29 (07/19/86)   32.85   (m)          107.8    (f) LEVELING    3  
 CP2907
 CP2907.Superseded values are not recommended for survey control.
 CP2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2907.See file dsdata.txt to determine how the superseded data were derived.
 CP2907
 CP2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4915851276(NAD 83)
 CP2907_MARKER: DS = TRIANGULATION STATION DISK
 CP2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2907
 CP2907  HISTORY     - Date     Condition        Report By
 CP2907  HISTORY     - 1970     MONUMENTED       NGS
 CP2907
 CP2907                          STATION DESCRIPTION
 CP2907
 CP2907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2907'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF OAK GROVE, 5
 CP2907'MILES WEST OF KILBOURNE AND 1 MILE SOUTH OF THE ARKANSAS-
 CP2907'LOUISIANA STATELINE.  IT IS IN THE SOUTHWEST CORNER OF SECTION
 CP2907'12, T 23 N, R 10 E, ON PROPERTY OWNED BY MR. L.L. MERITT WHO
 CP2907'LIVES JUST EAST OF THE STATION SITE, WHOSE ADDRESS IS ROUTE 2,
 CP2907'OAK GROVE, LOUISIANA, PHONE NUMBER 8-2207.
 CP2907'
 CP2907'TO REACH FROM THE CROSS ROADS JUNCTION OF STATE HIGHWAY 17
 CP2907'AND 585 AT THE NORTHWEST CORNER OF KILBOURNE, GO WESTERLY ON
 CP2907'STATE HIGHWAY 585 FOR 5.05 MILES TO AN OFF-SET
 CP2907'CROSS ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 CP2907'0.5 MILE TO WHERE THE MAIN ROAD TURNS LEFT.  TURN LEFT AND GO
 CP2907'WEST FOR 0.25 MILE TO A POINT WHERE ROAD TURNS NORTH AND
 CP2907'STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THIS
 CP2907'POINT, CONTINUE NORTH ON GRAVELED ROAD FOR 0.2 MILE TO
 CP2907'AZIMUTH MARK ON THE LEFT, WEST SIDE OF ROAD.
 CP2907'
 CP2907'STATION MARKS ARE STANDARD DISKS STAMPED MERITT 1970.  THE
 CP2907'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2907'CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 CP2907'GROUND SURFACE.  IT IS 72 FEET NORTH-NORTHWEST OF A 30 INCH
 CP2907'OAK TREE, 54 FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED
 CP2907'ROAD, 35.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 CP2907'OLD HOUSE, 28.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 CP2907'ATTACHED AND 28 FEET NORTH OF AN 18 INCH OAK TREE.  THE
 CP2907'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2907'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP2907'
 CP2907'REFERENCE MARK 1, A STANDARD DISK STAMPED MERITT NO 1 1970,
 CP2907'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2907'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET EAST
 CP2907'OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 1.2 FEET WEST
 CP2907'OF FENCELINE.
 CP2907'
 CP2907'REFERENCE MARK 2, A STANDARD DISK STAMPED MERITT NO 2 1970,
 CP2907'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2907'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 5 FEET SOUTH OF
 CP2907'FENCE CORNER POST.
 CP2907'
 CP2907'THE AZIMUTH MARK, A STANDARD DISK STAMPED MERITT 1970, IS
 CP2907'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2907'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET
 CP2907'WEST OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 2.3 FEET
 CP2907'EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2907'
 CP2907'NO MEASUREMENT BETWEEN RM1-RM2 DUE TO TREE IN LINE.
 CP2907'
 CP2907'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2892 ***********************************************************************
 BK2892  DESIGNATION -  MERMENTAU COMM MICROWAVE
 BK2892  PID         -  BK2892
 BK2892  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2892  USGS QUAD   -  MERMENTAU (1984)
 BK2892
 BK2892                         *CURRENT SURVEY CONTROL
 BK2892  ___________________________________________________________________
 BK2892* NAD 83(1992)-  30 11 30.70868(N)    092 37 17.71531(W)     ADJUSTED  
 BK2892* NAVD 88     -                                                        
 BK2892  **This station is located in a subsidence area (see below).
 BK2892  ___________________________________________________________________
 BK2892  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BK2892  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2892
 BK2892  HORZ ORDER  -  THIRD
 BK2892
 BK2892.The horizontal coordinates were established by classical geodetic methods
 BK2892.and adjusted by the National Geodetic Survey in January 1993..
 BK2892
 BK2892 ** The orthometric height has not been validated since last determined
 BK2892 ** by differential leveling and should not be used for control purposes.
 BK2892 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2892 ** area with valid NAVD 88 orthometric heights.
 BK2892 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2892 ** epoch indicated which incorporates improved geoid heights for the
 BK2892 ** Southern Louisiana Subsidence area.
 BK2892 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2892
 BK2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2892
 BK2892.The geoid height was determined by GEOID03.
 BK2892
 BK2892;                    North         East     Units Scale Factor Converg.
 BK2892;SPC LA S     -   188,231.030   875,952.078   MT  0.99993128   -0 38 38.9
 BK2892;SPC LA S     -   617,554.64  2,873,852.78   sFT  0.99993128   -0 38 38.9
 BK2892;UTM  15      - 3,340,106.190   536,426.723   MT  0.99961637   +0 11 25.1
 BK2892
 BK2892                          SUPERSEDED SURVEY CONTROL
 BK2892
 BK2892  NAD 83(1986)-  30 11 30.72884(N)    092 37 17.70962(W) AD(       ) 4
 BK2892  NAD 27      -  30 11 29.98410(N)    092 37 17.20783(W) AD(       ) 3
 BK2892
 BK2892.Superseded values are not recommended for survey control.
 BK2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2892.See file dsdata.txt to determine how the superseded data were derived.
 BK2892
 BK2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3642740106(NAD 83)
 BK2892_MARKER: 44 = MICROWAVE MAST
 BK2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2892+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 BK2892
 BK2892  HISTORY     - Date     Condition        Report By
 BK2892  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2892  HISTORY     - 19961222 GOOD             USPSQD
 BK2892  HISTORY     - 20041231 GOOD             USPSQD
 BK2892
 BK2892                          STATION DESCRIPTION
 BK2892
 BK2892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2892'THE STATION IS THE LIGHT ATOP THE MERMENTAU MICRO-WAVE COMMUNICATION
 BK2892'MAST KLF 584, LOCATED ABOUT 3 MILES SOUTHEAST OF JENNINGS.  THE MAST
 BK2892'IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 BK2892'ALTERNATELY RED AND WHITE, HAS 2 REFLECTORS AT THE TOP, AND AN
 BK2892'OVERALL HEIGHT OF 500 FEET.
 BK2892'
 BK2892'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 90 AND STATE HIGHWAYS
 BK2892'102 AND 3055 IN THE SOUTHEAST EDGE OF JENNINGS, GO EASTERLY ON
 BK2892'HIGHWAY 90 FOR 2.65 MILES TO THE JUNCTION OF STATE HIGHWAY 112 ON
 BK2892'THE RIGHT.  TURN RIGHT, SOUTHERLY, ON HIGHWAY 112 FOR 0.15 MILE
 BK2892'THE STATION ON THE RIGHT.
 BK2892
 BK2892                          STATION RECOVERY (1996)
 BK2892
 BK2892'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2892'RECOVERED IN GOOD CONDITION.
 BK2892
 BK2892                          STATION RECOVERY (2004)
 BK2892
 BK2892'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2891 ***********************************************************************
 BK2891  DESIGNATION -  MERMENTAU MUNICIPAL TANK
 BK2891  PID         -  BK2891
 BK2891  STATE/COUNTY-  LA/ACADIA
 BK2891  USGS QUAD   -  MERMENTAU (1984)
 BK2891
 BK2891                         *CURRENT SURVEY CONTROL
 BK2891  ___________________________________________________________________
 BK2891* NAD 83(1992)-  30 11 26.47465(N)    092 34 52.12008(W)     ADJUSTED  
 BK2891* NAVD 88     -                                                        
 BK2891  **This station is located in a subsidence area (see below).
 BK2891  ___________________________________________________________________
 BK2891  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK2891  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2891
 BK2891  HORZ ORDER  -  THIRD
 BK2891
 BK2891.The horizontal coordinates were established by classical geodetic methods
 BK2891.and adjusted by the National Geodetic Survey in January 1993..
 BK2891
 BK2891 ** The orthometric height has not been validated since last determined
 BK2891 ** by differential leveling and should not be used for control purposes.
 BK2891 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2891 ** area with valid NAVD 88 orthometric heights.
 BK2891 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2891 ** epoch indicated which incorporates improved geoid heights for the
 BK2891 ** Southern Louisiana Subsidence area.
 BK2891 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2891
 BK2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2891
 BK2891.The geoid height was determined by GEOID03.
 BK2891
 BK2891;                    North         East     Units Scale Factor Converg.
 BK2891;SPC LA S     -   188,057.573   879,844.830   MT  0.99993121   -0 37 26.1
 BK2891;SPC LA S     -   616,985.55  2,886,624.25   sFT  0.99993121   -0 37 26.1
 BK2891;UTM  15      - 3,339,989.483   540,320.369   MT  0.99962006   +0 12 38.3
 BK2891
 BK2891                          SUPERSEDED SURVEY CONTROL
 BK2891
 BK2891  NAD 83(1986)-  30 11 26.49475(N)    092 34 52.11447(W) AD(       ) 4
 BK2891  NAD 27      -  30 11 25.75030(N)    092 34 51.61525(W) AD(       ) 3
 BK2891
 BK2891.Superseded values are not recommended for survey control.
 BK2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2891.See file dsdata.txt to determine how the superseded data were derived.
 BK2891
 BK2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4032039989(NAD 83)
 BK2891_MARKER: 53 = ELEVATED TANK
 BK2891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2891+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 BK2891
 BK2891  HISTORY     - Date     Condition        Report By
 BK2891  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2891  HISTORY     - 19910909 GOOD             USPSQD
 BK2891  HISTORY     - 19970604 GOOD             USPSQD
 BK2891  HISTORY     - 20041231 GOOD             USPSQD
 BK2891
 BK2891                          STATION DESCRIPTION
 BK2891
 BK2891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2891'THE STATION IS THE TOP CENTER OF THE MERMENTAU MUNICIPAL WATER
 BK2891'TANK, LOCATED IN THE VILLAGE OF MERMENTAU.  IT IS A 4-LEGGED STEEL
 BK2891'STRUCTURE, WITH AN OVAL TANK, PAINTED SILVER, WITH THE LETTERS
 BK2891'MERMENTAU IN BLACK, AND AN OVERALL HEIGHT OF 165 FEET.
 BK2891'
 BK2891'LOCATED ABOUT 0.25 MILE NORTHEAST OF THE POST OFFICE IN MERMENTAU.
 BK2891
 BK2891                          STATION RECOVERY (1991)
 BK2891
 BK2891'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2891'RECOVERED IN GOOD CONDITION.
 BK2891
 BK2891                          STATION RECOVERY (1997)
 BK2891
 BK2891'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2891'RECOVERED IN GOOD CONDITION.
 BK2891
 BK2891                          STATION RECOVERY (2004)
 BK2891
 BK2891'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3235 ***********************************************************************
 BK3235  DESIGNATION -  MERRYVILLE
 BK3235  PID         -  BK3235
 BK3235  STATE/COUNTY-  LA/BEAUREGARD
 BK3235  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK3235
 BK3235                         *CURRENT SURVEY CONTROL
 BK3235  ___________________________________________________________________
 BK3235* NAD 83(1992)-  30 43 18.47767(N)    093 30 21.06231(W)     ADJUSTED  
 BK3235* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BK3235  ___________________________________________________________________
 BK3235  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 BK3235  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK3235
 BK3235  HORZ ORDER  -  FIRST
 BK3235
 BK3235.The horizontal coordinates were established by classical geodetic methods
 BK3235.and adjusted by the National Geodetic Survey in January 1993..
 BK3235
 BK3235.The orthometric height was scaled from a topographic map.
 BK3235
 BK3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3235
 BK3235.The geoid height was determined by GEOID03.
 BK3235
 BK3235;                    North         East     Units Scale Factor Converg.
 BK3235;SPC LA S     -   248,252.722   791,926.921   MT  1.00000471   -1 05 10.6
 BK3235;SPC LA S     -   814,475.81  2,598,180.24   sFT  1.00000471   -1 05 10.6
 BK3235;SPC TX C     - 3,137,026.301 1,353,458.956   MT  0.99989358   +3 30 59.6
 BK3235;SPC TX C     -10,292,060.46  4,440,473.26   sFT  0.99989358   +3 30 59.6
 BK3235;SPC LA N     -    25,040.703   903,648.031   MT  1.00013059   -0 31 54.5
 BK3235;SPC LA N     -    82,154.37  2,964,718.58   sFT  1.00013059   -0 31 54.5
 BK3235;UTM  15      - 3,398,880.201   451,568.503   MT  0.99962893   -0 15 30.3
 BK3235
 BK3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3235!SPC LA S     -   1.00000100  x   1.00000471  =   1.00000571
 BK3235!SPC TX C     -   1.00000100  x   0.99989358  =   0.99989458
 BK3235!SPC LA N     -   1.00000100  x   1.00013059  =   1.00013159
 BK3235!UTM  15      -   1.00000100  x   0.99962893  =   0.99962993
 BK3235
 BK3235|---------------------------------------------------------------------|
 BK3235| PID    Reference Object                     Distance      Geod. Az  |
 BK3235|                                                           dddmmss.s |
 BK3235| CV8838 MERRYVILLE RM 1                      71.134 METERS 00958     |
 BK3235| CV8839 MERRYVILLE RM 2                      75.639 METERS 08326     |
 BK3235| BK3230 MERRYVILLE B SHAWVER TANK           APPROX. 5.4 KM 3121650.5 |
 BK3235| CV8837 MERRYVILLE AZ MK                                   3240335.0 |
 BK3235|---------------------------------------------------------------------|
 BK3235
 BK3235                          SUPERSEDED SURVEY CONTROL
 BK3235
 BK3235  NAD 83(1986)-  30 43 18.48701(N)    093 30 21.05221(W) AD(       ) 1
 BK3235  NAD 27      -  30 43 17.76416(N)    093 30 20.43077(W) AD(       ) 1
 BK3235
 BK3235.Superseded values are not recommended for survey control.
 BK3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3235.See file dsdata.txt to determine how the superseded data were derived.
 BK3235
 BK3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5156998880(NAD 83)
 BK3235_MARKER: DS = TRIANGULATION STATION DISK
 BK3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3235
 BK3235  HISTORY     - Date     Condition        Report By
 BK3235  HISTORY     - 1935     MONUMENTED       CGS
 BK3235  HISTORY     - 1936     GOOD             TSI
 BK3235  HISTORY     - 1936     GOOD             LAGS
 BK3235  HISTORY     - 1943     GOOD             USE
 BK3235  HISTORY     - 1975     GOOD             USGS
 BK3235
 BK3235                          STATION DESCRIPTION
 BK3235
 BK3235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3235'STATION IS ABOUT 15 MILES SW OF DE RIDDER, ABOUT 3 MILES SE
 BK3235'OF MERRYVILLE, IN THE NE 1/4 OF NE 1/4 SEC. 17, T 4 S, R 11 W,
 BK3235'ON LAND OWNED BY THE RICE LAND LUMBER COMPANY, ON CREST OF A
 BK3235'FLAT NE-SW RIDGE, IN A CUT-OVER AREA THAT IS NOW USED AS AN
 BK3235'OPEN PASTURE, 224 FEET SW OF CENTER LINE OF THE GRAVEL ROAD,
 BK3235'278 FEET NW OF A LONE 12-INCH PINE TREE, 16 FEET E OF A 20-INCH
 BK3235'BURNT STUMP THAT PROJECTS ABOUT 18 INCHES.  THE MARK PROJECTS
 BK3235'6 INCHES.
 BK3235'
 BK3235'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BK3235'BRONZE DISKS SET IN CONCRETE.
 BK3235'
 BK3235'AZIMUTH MARK IS NW OF STATION, 27 FEET NE OF CENTER LINE OF
 BK3235'THE GRAVEL ROAD, 8 FEET NE OF THE GUTTER.  IT PROJECTS 3 INCHES.
 BK3235'
 BK3235'REFERENCE MARK NO. 1 IS N OF STATION, 30 FEET SW OF CENTER
 BK3235'LINE OF GRAVEL ROAD, 10 FEET SW OF THE GUTTER.  IT PROJECTS
 BK3235'5 INCHES.
 BK3235'
 BK3235'REFERENCE MARK NO. 2 IS ENE OF STATION, 30 FEET SW OF CENTER
 BK3235'LINE OF GRAVEL ROAD, 8 FEET SW OF THE GUTTER, ABOUT 315 FEET
 BK3235'NW OF THE NW CORNER POST OF WIRE FENCE THAT ENCLOSES THE
 BK3235'CULTIVATED FIELD THAT IS JUST E OF THE PASTURE, 288.25 FEET
 BK3235'SE OF REFERENCE MARK NO. 1.  IT PROJECTS 5 INCHES.
 BK3235'
 BK3235'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22, AND THE ROAD
 BK3235'THAT LEADS TO SINGER IN MERRYVILLE, GO S AND E ON THE SINGER
 BK3235'ROAD 0.7 MILE TO THE MERRYVILLE HIGH SCHOOL ON E SIDE OF
 BK3235'ROAD.  THENCE CONTINUE S 0.4 MILE TO A TURN E.  THENCE FOLLOW
 BK3235'MAIN GRAVEL ROAD E AND SE 2.4 MILES TO TOP OF GRADE AND
 BK3235'STATION TO SW AS DESCRIBED.
 BK3235'
 BK3235'THE FOLLOWING 126-FOOT SIGNALS COME INTO VIEW AS FOLLOWS--
 BK3235'ANACOCO, 50 FEET.  TROUT, 50 FEET.  LUDINGTON, 90 FEET.
 BK3235'CARSON, 50 FEET.  SABINE, AT GROUND.
 BK3235'
 BK3235'A 136-FOOT SIGNAL AT BON IS VISIBLE FROM THE GROUND.
 BK3235'
 BK3235'HEIGHT OF LIGHT ABOVE STATION MARK - 126 FEET.
 BK3235
 BK3235                          STATION RECOVERY (1936)
 BK3235
 BK3235'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1936
 BK3235'STATION AND ORIGINAL DESCRIPTION GOOD.
 BK3235
 BK3235                          STATION RECOVERY (1936)
 BK3235
 BK3235'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK3235'STATION RECOVERED AS DESCRIBED.
 BK3235
 BK3235                          STATION RECOVERY (1943)
 BK3235
 BK3235'RECOVERY NOTE BY US ENGINEERS 1943
 BK3235'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE ALL
 BK3235'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK3235
 BK3235                          STATION RECOVERY (1975)
 BK3235
 BK3235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JFS)
 BK3235'THE STATION MK. WAS FOUND IN GOOD CONDITION.  REF. MKS. 1 AND 2 WERE
 BK3235'NOT FOUND AND APPEAR TO HAVE BEEN DESTROYED BY WIDENING OF THE HWY.
 BK3235'THE AZ. MK. WAS NOT FOUND.
 BK3235'
 BK3235'THE STATION MK. IS 196 FT. N-NE OF CENTER OF MERRYVILLE LOOKOUT
 BK3235'TOWER, 223 FT. SW OF CENTER OF STATE HWY. 110, 29 FT. NW OF CENTER
 BK3235'OF ENTRANCE ROAD TO TOWER AND 0.5 FT. SE OF FENCE LINE.
 BK3235'
 BK3235'DIRECTION AND DISTANCE ABOUT 15 MILES SW OF DERIDDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3230 ***********************************************************************
 BK3230  DESIGNATION -  MERRYVILLE B SHAWVER TANK
 BK3230  PID         -  BK3230
 BK3230  STATE/COUNTY-  LA/BEAUREGARD
 BK3230  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK3230
 BK3230                         *CURRENT SURVEY CONTROL
 BK3230  ___________________________________________________________________
 BK3230* NAD 83(1992)-  30 45 15.60103(N)    093 32 50.23233(W)     ADJUSTED  
 BK3230* NAVD 88     -                                                        
 BK3230  ___________________________________________________________________
 BK3230  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 BK3230  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK3230
 BK3230  HORZ ORDER  -  THIRD
 BK3230
 BK3230.The horizontal coordinates were established by classical geodetic methods
 BK3230.and adjusted by the National Geodetic Survey in February 1996..
 BK3230
 BK3230
 BK3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3230
 BK3230.The geoid height was determined by GEOID03.
 BK3230
 BK3230;                    North         East     Units Scale Factor Converg.
 BK3230;SPC LA S     -   251,934.948   788,028.546   MT  1.00001201   -1 06 25.2
 BK3230;SPC LA S     -   826,556.58  2,585,390.32   sFT  1.00001201   -1 06 25.2
 BK3230;SPC TX C     - 3,140,383.446 1,349,278.166   MT  0.99989099   +3 29 42.8
 BK3230;SPC TX C     -10,303,074.69  4,426,756.78   sFT  0.99989099   +3 29 42.8
 BK3230;SPC LA N     -    28,685.495   899,713.783   MT  1.00011903   -0 33 13.3
 BK3230;SPC LA N     -    94,112.33  2,951,810.97   sFT  1.00011903   -0 33 13.3
 BK3230;UTM  15      - 3,402,504.376   447,618.845   MT  0.99963385   -0 16 47.5
 BK3230
 BK3230                          SUPERSEDED SURVEY CONTROL
 BK3230
 BK3230  NAD 83(1992)-  30 45 15.60377(N)    093 32 50.23514(W) AD(       ) 4
 BK3230  NAD 83(1986)-  30 45 15.60965(N)    093 32 50.22386(W) AD(       ) 4
 BK3230  NAD 27      -  30 45 14.88472(N)    093 32 49.59621(W) AD(       ) 3
 BK3230
 BK3230.Superseded values are not recommended for survey control.
 BK3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3230.See file dsdata.txt to determine how the superseded data were derived.
 BK3230
 BK3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4761902504(NAD 83)
 BK3230_MARKER: 53 = ELEVATED TANK
 BK3230
 BK3230  HISTORY     - Date     Condition        Report By
 BK3230  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK3230  HISTORY     - 1943     GOOD             USE
 BK3230  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK3230
 BK3230                          STATION DESCRIPTION
 BK3230
 BK3230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3230'THIS STATION IS THE SILVER TANK BELONGING TO B. SHAWVER,
 BK3230'IN THE TOWN OF MERRYVILLE, LOUISIANA.  IT IS LOCATED IN
 BK3230'NICHOLS ADDITION TO MARRYVILLE, ABOUT 280 FEET E OF THE
 BK3230'CENTER LINE OF FIRST AVENUE, AND ABOUT 150 FEET N OF THE
 BK3230'CENTER LINE OF TYLER STREET, IN THE MIDDLE OF MR. SHAWVERS
 BK3230'FARMYARD.  IT IS IN SEC. 36, R 3 W, T 12 S, ON WHAT WAS FORMERLY
 BK3230'THE OLD HIGH SCHOOL GROUNDS.  THE TANK WAS ERECTED IN 1907.
 BK3230'IT IS NOT ESPECIALLY PROMINENT.
 BK3230'
 BK3230'THE TANK HAS FOUR ANGLE IRON LEGS ABOUT 80 FEET HIGH.  THE
 BK3230'VERTICAL SECTION, WHICH IS ABOUT 18 FEET HIGH, SETS ON AN
 BK3230'OCTAGONAL WOODEN PLATFORM WITH A RAIL.  THE FLAT CONICAL
 BK3230'TOP IS ABOUT 2 FEET HIGH.  IT IS POINTED AT THE APEX.  THE
 BK3230'TOTAL HEIGHT IS ABOUT 100 FEET.
 BK3230'
 BK3230'THIS IS AN INTERSECTION STATION.
 BK3230
 BK3230                          STATION RECOVERY (1943)
 BK3230
 BK3230'RECOVERY NOTE BY US ENGINEERS 1943
 BK3230'THE TANK IS STILL STANDING.
 BK3230
 BK3230                          STATION RECOVERY (1978)
 BK3230
 BK3230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (PI)
 BK3230'THERE HAS BEEN A NEW WATER TANK ERECTED IN THE PLACE OF THE OLD
 BK3230'TANK.
 BK3230'
 BK3230'DIRECTION AND DISTANCE THIS STATION IS THE SILVER TANK BELONGING TO
 BK3230'B. SHAWVER, IN THE TOWN OF MERRYVILLE, LA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0783 ***********************************************************************
 AV0783  DESIGNATION -  MES 1924
 AV0783  PID         -  AV0783
 AV0783  STATE/COUNTY-  LA/CAMERON
 AV0783  USGS QUAD   -  GRAND BAYOU (1982)
 AV0783
 AV0783                         *CURRENT SURVEY CONTROL
 AV0783  ___________________________________________________________________
 AV0783* NAD 83(1992)-  29 46 13.14309(N)    093 10 18.96994(W)     ADJUSTED  
 AV0783* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0783  **This station is located in a subsidence area (see below).
 AV0783  ___________________________________________________________________
 AV0783  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0783  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AV0783
 AV0783  HORZ ORDER  -  THIRD
 AV0783
 AV0783.The horizontal coordinates were established by classical geodetic methods
 AV0783.and adjusted by the National Geodetic Survey in January 1993..
 AV0783
 AV0783 ** The orthometric height has not been validated since last determined
 AV0783 ** by differential leveling and should not be used for control purposes.
 AV0783 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0783 ** area with valid NAVD 88 orthometric heights.
 AV0783 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0783 ** epoch indicated which incorporates improved geoid heights for the
 AV0783 ** Southern Louisiana Subsidence area.
 AV0783 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0783.The orthometric height was scaled from a topographic map.
 AV0783
 AV0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0783
 AV0783.The geoid height was determined by GEOID03.
 AV0783
 AV0783;                    North         East     Units Scale Factor Converg.
 AV0783;SPC LA S     -   142,234.169   822,212.371   MT  0.99993379   -0 55 09.6
 AV0783;SPC LA S     -   466,646.60  2,697,541.75   sFT  0.99993379   -0 55 09.6
 AV0783;UTM  15      - 3,293,347.500   483,379.095   MT  0.99960341   -0 05 07.3
 AV0783
 AV0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0783!SPC LA S     -   1.00000402  x   0.99993379  =   0.99993781
 AV0783!UTM  15      -   1.00000402  x   0.99960341  =   0.99960743
 AV0783
 AV0783                          SUPERSEDED SURVEY CONTROL
 AV0783
 AV0783  NAD 83(1986)-  29 46 13.16935(N)    093 10 18.95316(W) AD(       ) 3
 AV0783  NAD 27      -  29 46 12.37000(N)    093 10 18.47400(W) AD(       ) 3
 AV0783
 AV0783.Superseded values are not recommended for survey control.
 AV0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0783.See file dsdata.txt to determine how the superseded data were derived.
 AV0783
 AV0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8337993347(NAD 83)
 AV0783_MARKER: DS = TRIANGULATION STATION DISK
 AV0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0783+STABILITY: SURFACE MOTION
 AV0783
 AV0783  HISTORY     - Date     Condition        Report By
 AV0783  HISTORY     - 1924     MONUMENTED       CGS
 AV0783  HISTORY     - 1932     MARK NOT FOUND   CGS
 AV0783
 AV0783                          STATION DESCRIPTION
 AV0783
 AV0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (FSB)
 AV0783'STATION IS ABOUT 10.3 STATUTE MILES ALONG SHORE AND E FROM
 AV0783'CALCASIEU PASS EASTERLY BREAK-WATER AND 4.0 STATUTE MILES
 AV0783'WNW AND ALONG SHORE FROM THE MOUTH OF THE STREAM FLOWING
 AV0783'FROM LOWER MUD LAKE TO THE GULF.  IT IS AT THE STORM HIGH-WATER
 AV0783'MARK ON A STRAIGHT-AWAY MUD BEACH AND ABOUT 40 METERS BACK
 AV0783'FROM THE MEAN HIGH-WATER MARK.  ABOUT 70 METERS W OF THE
 AV0783'STATION IS A SMALL SLOUGH ABOUT 3 METERS WIDE WHICH EMPTIES
 AV0783'INTO THE GULF.  THE LOCALITY OF THE STATION IS FLAT AND
 AV0783'SWAMPY.
 AV0783'
 AV0783'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0783'IN CONCRETE.
 AV0783'
 AV0783'THE CONCRETE BLOCKS INTO WHICH THE CENTER AND REFERENCE
 AV0783'MARKS ARE SET ARE CAST AROUND 3- BY 3-INCH STAKES DRIVEN
 AV0783'WELL INTO THE GROUND AND EXTENDING ABOUT 18 INCHES UP INTO
 AV0783'THE CONCRETE.
 AV0783'
 AV0783'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 AV0783
 AV0783                          STATION RECOVERY (1932)
 AV0783
 AV0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0783'STATION SEARCHED FOR AND NOT FOUND.  LOCATION OF STATION
 AV0783'POINTED OUT BY OLD NEGRO WHO HELPED HAUL MATERIAL TO LOCATION
 AV0783'AT THE TIME IT WAS BUILT.  SEARCHING PARTY DUG FOR AN HOUR
 AV0783'AROUND THE POINT MARKED BY WHAT APPEARED TO BE TWO SCAFFOLD
 AV0783'GUY STAKES.  THE MARKS WERE IN ALL PROBABILITY COVERED WITH
 AV0783'SAND IN THE STORM OF 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0789 ***********************************************************************
 AV0789  DESIGNATION -  MESA
 AV0789  PID         -  AV0789
 AV0789  STATE/COUNTY-  LA/CAMERON
 AV0789  USGS QUAD   -  GRAND BAYOU (1982)
 AV0789
 AV0789                         *CURRENT SURVEY CONTROL
 AV0789  ___________________________________________________________________
 AV0789* NAD 83(1992)-  29 46 33.32481(N)    093 11 25.94999(W)     ADJUSTED  
 AV0789* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0789  **This station is located in a subsidence area (see below).
 AV0789  ___________________________________________________________________
 AV0789  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0789  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AV0789
 AV0789  HORZ ORDER  -  SECOND
 AV0789
 AV0789.The horizontal coordinates were established by classical geodetic methods
 AV0789.and adjusted by the National Geodetic Survey in January 1993..
 AV0789
 AV0789 ** The orthometric height has not been validated since last determined
 AV0789 ** by differential leveling and should not be used for control purposes.
 AV0789 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0789 ** area with valid NAVD 88 orthometric heights.
 AV0789 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0789 ** epoch indicated which incorporates improved geoid heights for the
 AV0789 ** Southern Louisiana Subsidence area.
 AV0789 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0789.The orthometric height was scaled from a topographic map.
 AV0789
 AV0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0789
 AV0789.The geoid height was determined by GEOID03.
 AV0789
 AV0789;                    North         East     Units Scale Factor Converg.
 AV0789;SPC LA S     -   142,884.480   820,423.493   MT  0.99993340   -0 55 43.1
 AV0789;SPC LA S     -   468,780.16  2,691,672.74   sFT  0.99993340   -0 55 43.1
 AV0789;UTM  15      - 3,293,971.499   481,581.535   MT  0.99960419   -0 05 40.7
 AV0789
 AV0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0789!SPC LA S     -   1.00000387  x   0.99993340  =   0.99993727
 AV0789!UTM  15      -   1.00000387  x   0.99960419  =   0.99960805
 AV0789
 AV0789|---------------------------------------------------------------------|
 AV0789| PID    Reference Object                     Distance      Geod. Az  |
 AV0789|                                                           dddmmss.s |
 AV0789| CW1023 MESA RM 2                            42.585 METERS 01631     |
 AV0789| AV0786 CREOLE CATHOLIC CHURCH              APPROX. 4.7 KM 0403258.4 |
 AV0789| AV0778 ROAD                                APPROX.10.9 KM 0660708.4 |
 AV0789| CW1022 MESA RM 1                            31.919 METERS 27619     |
 AV0789| AV0785 NEGRO CATHOLIC CHURCH               APPROX. 1.9 KM 3003846.6 |
 AV0789| AV0791 SELLS                                              35652     |
 AV0789|---------------------------------------------------------------------|
 AV0789
 AV0789                          SUPERSEDED SURVEY CONTROL
 AV0789
 AV0789  NAD 83(1986)-  29 46 33.35016(N)    093 11 25.93418(W) AD(       ) 2
 AV0789  NAD 27      -  29 46 32.55700(N)    093 11 25.39900(W) AD(       ) 2
 AV0789
 AV0789.Superseded values are not recommended for survey control.
 AV0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0789.See file dsdata.txt to determine how the superseded data were derived.
 AV0789
 AV0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8158293971(NAD 83)
 AV0789_MARKER: DS = TRIANGULATION STATION DISK
 AV0789_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0789_SP_SET: METAL PIPE IN CONCRETE
 AV0789
 AV0789  HISTORY     - Date     Condition        Report By
 AV0789  HISTORY     - 1932     MONUMENTED       CGS
 AV0789  HISTORY     - 1955     GOOD             CGS
 AV0789
 AV0789                          STATION DESCRIPTION
 AV0789
 AV0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0789'STATION LOCATED ON SAND BEACH ABOUT 10.7 MILES (STATUTE)
 AV0789'E OF JETTIES, ON SECOND RIDGE FROM GULF WHICH IS 200 METERS
 AV0789'ACROSS SOFT GROUND FROM HIGH WATER.  BEACH BUILDING OUT.
 AV0789'
 AV0789'STATION MARK IS A STANDARD BRONZE DISK SET IN TOP OF 5-INCH
 AV0789'BY 5-FOOT IRON PIPE, FILLED WITH CONCRETE AND EXTENDING 1
 AV0789'FOOT ABOVE GROUND.
 AV0789'
 AV0789'REFERENCE MARK NO. 1 IS SIMILAR TO STATION MARK BUT A 4-INCH
 AV0789'BY 4-FOOT PIPE.  SET IN DIRECTION OF LEER.
 AV0789'
 AV0789'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AV0789'IT IS SET AWAY FROM THE BEACH
 AV0789'ON HIGHEST GROUND IN VICINITY.
 AV0789'
 AV0789'MAY BE REACHED BY LANDING ON SAND BEACH IN FRONT OF STATION
 AV0789'OR FROM CAMERON BY FOLLOWING LOWER RIDGE ROAD TO NEGRO CATHOLIC
 AV0789'CHURCH.  THENCE 0.9 MILE TO END OF OLD BOARDWALK LEADING OUT
 AV0789'IN MARSH.  STATION IS ABOUT 0.5 MILE ACROSS MARSH AND IS
 AV0789'REACHED BY FOLLOWING BOARDWALK (IN POOR CONDITION AT PRESENT)
 AV0789'TO ITS END AND THEN WALKING ACROSS MARSH WHICH IS NOT DIFFICULT
 AV0789'EXCEPT IN WET WEATHER.
 AV0789'
 AV0789'A 36-FOOT TRIPOD WAS USED WHICH WAS NECESSARY TO SEE LAMB,
 AV0789'20 FEET WAS SUFFICIENT OTHERWISE.
 AV0789'
 AV0789'HEIGHT OF SIGNAL ABOVE STATION MARK - 11 METERS.
 AV0789
 AV0789                          STATION RECOVERY (1955)
 AV0789
 AV0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0789'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AV0789'IN GOOD CONDITION AND THE DISTANCES AND DIRECTIONS TO THE
 AV0789'MARKS WERE CHECKED.
 AV0789'
 AV0789'THE DESCRIBED ROUTE TO THE STATION WAS FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3348 ***********************************************************************
 CP3348  DESIGNATION -  MESSINGER
 CP3348  PID         -  CP3348
 CP3348  STATE/COUNTY-  LA/MOREHOUSE
 CP3348  USGS QUAD   -  BASTROP (1994)
 CP3348
 CP3348                         *CURRENT SURVEY CONTROL
 CP3348  ___________________________________________________________________
 CP3348* NAD 83(1986)-  32 46 38.     (N)    091 54 24.     (W)     SCALED    
 CP3348* NAVD 88     -        40.844  (meters)     134.00   (feet)  ADJUSTED  
 CP3348  ___________________________________________________________________
 CP3348  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3348  DYNAMIC HT  -          40.799 (meters)     133.85  (feet)  COMP
 CP3348  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 CP3348
 CP3348  VERT ORDER  -  SECOND    CLASS I
 CP3348
 CP3348.The horizontal coordinates were scaled from a topographic map and have
 CP3348.an estimated accuracy of +/- 6 seconds.
 CP3348
 CP3348.The orthometric height was determined by differential leveling
 CP3348.and adjusted by the National Geodetic Survey in July 1998..
 CP3348
 CP3348.The geoid height was determined by GEOID03.
 CP3348
 CP3348.The dynamic height is computed by dividing the NAVD 88
 CP3348.geopotential number by the normal gravity value computed on the
 CP3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3348.degrees latitude (g = 980.6199 gals.).
 CP3348
 CP3348.The modeled gravity was interpolated from observed gravity values.
 CP3348
 CP3348;                    North         East    Units  Estimated Accuracy
 CP3348;SPC LA N     -   252,650.    1,055,590.      MT  (+/- 180 meters Scaled)
 CP3348
 CP3348                          SUPERSEDED SURVEY CONTROL
 CP3348
 CP3348.No superseded survey control is available for this station.
 CP3348
 CP3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS023271(NAD 83)
 CP3348_MARKER: DD = SURVEY DISK
 CP3348_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP3348_SP_SET: SIDEWALK
 CP3348_STAMPING: MESSINGER 1978
 CP3348_MARK LOGO: NONE  
 CP3348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3348+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP3348
 CP3348  HISTORY     - Date     Condition        Report By
 CP3348  HISTORY     - 1978     MONUMENTED       LOCENG
 CP3348  HISTORY     - 1986     GOOD             LADTD
 CP3348  HISTORY     - 20050804 GOOD             GEOCAC
 CP3348
 CP3348                          STATION DESCRIPTION
 CP3348
 CP3348'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3348'IN BASTROP.
 CP3348'0.6 KM (0.4 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 CP3348'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY SET IN
 CP3348'FRONT OF THE OFFICE OF MESSINGER AND ASSOCIATES, 14.5 METERS
 CP3348'(47.5 FEET) NORTHEAST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING,
 CP3348'5.8 METERS (19.6 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 CP3348'2.7 METERS (9 FEET) NORTHWEST OF A POWERLINE SERVICE POLE.
 CP3348'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
 CP3348
 CP3348                          STATION RECOVERY (2005)
 CP3348
 CP3348'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3348'THE STATION IS AN NGS VERTICAL CONTROL MARK.  HANDHELD COORDINATES ARE
 CP3348'N32-46-38.22 W091-54-28.62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3349 ***********************************************************************
 CP3349  DESIGNATION -  MESSINGER AND ASSOCIATES
 CP3349  PID         -  CP3349
 CP3349  STATE/COUNTY-  LA/MOREHOUSE
 CP3349  USGS QUAD   -  BASTROP (1994)
 CP3349
 CP3349                         *CURRENT SURVEY CONTROL
 CP3349  ___________________________________________________________________
 CP3349* NAD 83(1986)-  32 46 37.     (N)    091 54 30.     (W)     SCALED    
 CP3349* NAVD 88     -        40.869  (meters)     134.08   (feet)  ADJUSTED  
 CP3349  ___________________________________________________________________
 CP3349  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP3349  DYNAMIC HT  -          40.825 (meters)     133.94  (feet)  COMP
 CP3349  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 CP3349
 CP3349  VERT ORDER  -  SECOND    CLASS I
 CP3349
 CP3349.The horizontal coordinates were scaled from a topographic map and have
 CP3349.an estimated accuracy of +/- 6 seconds.
 CP3349
 CP3349.The orthometric height was determined by differential leveling
 CP3349.and adjusted by the National Geodetic Survey in July 1998..
 CP3349
 CP3349.The geoid height was determined by GEOID03.
 CP3349
 CP3349.The dynamic height is computed by dividing the NAVD 88
 CP3349.geopotential number by the normal gravity value computed on the
 CP3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3349.degrees latitude (g = 980.6199 gals.).
 CP3349
 CP3349.The modeled gravity was interpolated from observed gravity values.
 CP3349
 CP3349;                    North         East    Units  Estimated Accuracy
 CP3349;SPC LA N     -   252,620.    1,055,430.      MT  (+/- 180 meters Scaled)
 CP3349
 CP3349                          SUPERSEDED SURVEY CONTROL
 CP3349
 CP3349.No superseded survey control is available for this station.
 CP3349
 CP3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS022270(NAD 83)
 CP3349_MARKER: DD = SURVEY DISK
 CP3349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP3349_SP_SET: SIDEWALK
 CP3349_STAMPING: MESSINGER AND ASSOCIATES 1978
 CP3349_MARK LOGO: NONE  
 CP3349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3349+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 CP3349
 CP3349  HISTORY     - Date     Condition        Report By
 CP3349  HISTORY     - 1978     MONUMENTED       LOCENG
 CP3349  HISTORY     - 1986     GOOD             LADTD
 CP3349  HISTORY     - 20050804 GOOD             GEOCAC
 CP3349
 CP3349                          STATION DESCRIPTION
 CP3349
 CP3349'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3349'IN BASTROP.
 CP3349'ABOUT 0.6 KM (0.4 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3349'BASTROP TO THE BENCH MARK ON THE NORTH SIDE OF THE HIGHWAY SET IN THE
 CP3349'FRONT OF THE OFFICE OF MESSINGER AND ASSOCIATES, 13.7 METERS (45 FEET)
 CP3349'NORTHEAST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING, 7.9 METERS
 CP3349'(26 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 METER
 CP3349'(3.2 FEET) WEST OF A POWERLINE SERVICE POLE.
 CP3349'THE MARK IS 0.31 M ABOVE THE HIGHWAY.
 CP3349
 CP3349                          STATION RECOVERY (2005)
 CP3349
 CP3349'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP3349'HANDHELD COORDINATES ARE N32-46-38.10 W091-54-28.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2784 ***********************************************************************
 AU2784  DESIGNATION -  METAIRIE EAST WATER TANK
 AU2784  PID         -  AU2784
 AU2784  STATE/COUNTY-  LA/JEFFERSON
 AU2784  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2784
 AU2784                         *CURRENT SURVEY CONTROL
 AU2784  ___________________________________________________________________
 AU2784* NAD 83(1992)-  29 59 48.77139(N)    090 09 29.38897(W)     ADJUSTED  
 AU2784* NAVD 88     -                                                        
 AU2784  **This station is located in a subsidence area (see below).
 AU2784  ___________________________________________________________________
 AU2784  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2784  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU2784
 AU2784  HORZ ORDER  -  THIRD
 AU2784
 AU2784.The horizontal coordinates were established by classical geodetic methods
 AU2784.and adjusted by the National Geodetic Survey in January 1993..
 AU2784
 AU2784 ** The orthometric height has not been validated since last determined
 AU2784 ** by differential leveling and should not be used for control purposes.
 AU2784 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2784 ** area with valid NAVD 88 orthometric heights.
 AU2784 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2784 ** epoch indicated which incorporates improved geoid heights for the
 AU2784 ** Southern Louisiana Subsidence area.
 AU2784 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2784
 AU2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2784
 AU2784.The geoid height was determined by GEOID03.
 AU2784
 AU2784;                    North         East     Units Scale Factor Converg.
 AU2784;SPC LA S     -   166,502.080 1,113,380.894   MT  0.99992575   +0 35 15.4
 AU2784;SPC LA S     -   546,265.57  3,652,817.15   sFT  0.99992575   +0 35 15.4
 AU2784;UTM  15      - 3,321,840.642   774,153.736   MT  1.00052741   +1 25 18.0
 AU2784
 AU2784                          SUPERSEDED SURVEY CONTROL
 AU2784
 AU2784  NAD 83(1986)-  29 59 48.78668(N)    090 09 29.38768(W) AD(       ) 4
 AU2784  NAD 27      -  29 59 48.05615(N)    090 09 29.12018(W) AD(       ) 3
 AU2784
 AU2784.Superseded values are not recommended for survey control.
 AU2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2784.See file dsdata.txt to determine how the superseded data were derived.
 AU2784
 AU2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7415421841(NAD 83)
 AU2784_MARKER: 53 = ELEVATED TANK
 AU2784
 AU2784  HISTORY     - Date     Condition        Report By
 AU2784  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2784  HISTORY     - 1972     GOOD             NGS
 AU2784  HISTORY     - 1986     GOOD             USPSQD
 AU2784  HISTORY     - 19950120 GOOD             USPSQD
 AU2784  HISTORY     - 20030507 GOOD             USPSQD
 AU2784
 AU2784                          STATION DESCRIPTION
 AU2784
 AU2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2784'STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS AN 8
 AU2784'LEGGED SELF SUPPORTED STEEL STRUCTURE, PAINTED GREEN WITH
 AU2784'A WHITE BAND AROUND THE CENTER AND HAS THE LEGEND PROGRESSIVE
 AU2784'JEFFERSON ON THE NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT
 AU2784'IS ABOUT 150 FEET.
 AU2784'
 AU2784'LOCATED IN THE SOUTHWEST ANGLE OF THE INTERCHANGE OF CAUSEWAY
 AU2784'BLVD. AND INTERSTATE HIGHWAY 10.
 AU2784'
 AU2784'POINT INTERSECTED WAS TOP AND CENTER.
 AU2784
 AU2784                          STATION RECOVERY (1972)
 AU2784
 AU2784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2784'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AU2784'IS ADEQUATE AND COMPLETE.
 AU2784'
 AU2784'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2784
 AU2784                          STATION RECOVERY (1986)
 AU2784
 AU2784'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 AU2784'RECOVERED IN GOOD CONDITION.
 AU2784
 AU2784                          STATION RECOVERY (1995)
 AU2784
 AU2784'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2784'RECOVERED IN GOOD CONDITION.
 AU2784
 AU2784                          STATION RECOVERY (2003)
 AU2784
 AU2784'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AU2784'RECOVERED IN GOOD CONDITION.  NOTE-- THE TANK IS PAINTED BLUE ON TOP
 AU2784'WITH A WHITE BAND CONTAINING THE NAME JEFFERSON IN BLACK LETTERS WITH
 AU2784'SHADES OF BLUE WAVES UNDER THE WHITE BAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2790 ***********************************************************************
 AU2790  DESIGNATION -  METAIRIE L AND A RR MICROWAVE
 AU2790  PID         -  AU2790
 AU2790  STATE/COUNTY-  LA/JEFFERSON
 AU2790  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2790
 AU2790                         *CURRENT SURVEY CONTROL
 AU2790  ___________________________________________________________________
 AU2790* NAD 83(1992)-  29 58 19.78185(N)    090 07 47.27050(W)     ADJUSTED  
 AU2790* NAVD 88     -                                                        
 AU2790  **This station is located in a subsidence area (see below).
 AU2790  ___________________________________________________________________
 AU2790  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2790  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU2790
 AU2790  HORZ ORDER  -  THIRD
 AU2790
 AU2790.The horizontal coordinates were established by classical geodetic methods
 AU2790.and adjusted by the National Geodetic Survey in January 1993..
 AU2790
 AU2790 ** The orthometric height has not been validated since last determined
 AU2790 ** by differential leveling and should not be used for control purposes.
 AU2790 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2790 ** area with valid NAVD 88 orthometric heights.
 AU2790 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2790 ** epoch indicated which incorporates improved geoid heights for the
 AU2790 ** Southern Louisiana Subsidence area.
 AU2790 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2790
 AU2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2790
 AU2790.The geoid height was determined by GEOID03.
 AU2790
 AU2790;                    North         East     Units Scale Factor Converg.
 AU2790;SPC LA S     -   163,790.650 1,116,146.360   MT  0.99992587   +0 36 06.4
 AU2790;SPC LA S     -   537,369.82  3,661,890.18   sFT  0.99992587   +0 36 06.4
 AU2790;UTM  15      - 3,319,168.098   776,960.069   MT  1.00054650   +1 26 05.3
 AU2790
 AU2790                          SUPERSEDED SURVEY CONTROL
 AU2790
 AU2790  NAD 83(1986)-  29 58 19.79678(N)    090 07 47.26940(W) AD(       ) 4
 AU2790  NAD 27      -  29 58 19.06431(N)    090 07 47.00470(W) AD(       ) 3
 AU2790
 AU2790.Superseded values are not recommended for survey control.
 AU2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2790.See file dsdata.txt to determine how the superseded data were derived.
 AU2790
 AU2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7696019168(NAD 83)
 AU2790_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 AU2790
 AU2790  HISTORY     - Date     Condition        Report By
 AU2790  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2790  HISTORY     - 19950120 GOOD             USPSQD
 AU2790  HISTORY     - 20030507 GOOD             USPSQD
 AU2790
 AU2790                          STATION DESCRIPTION
 AU2790
 AU2790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2790'THE METAIRIE, LOUISIANA AND ARKANSAS RAILROAD MICROWAVE KCK 321 IS
 AU2790'LOCATED AT THE OFFICE OF THE LOUISIANA AND ARKANSAS RAILROAD COMPANY
 AU2790'AT 220 AIRLINE HIGHWAY, METAIRIE, LOUISIANA.
 AU2790'
 AU2790'IT IS A 4-LEGGED SELF-SUPPORTED STEEL STRUCTURE, PAINTED ALTERNATE
 AU2790'RED AND WHITE WITH NUMEROUS ANTENNAE ATTACHED.  THE OVERALL HEIGHT
 AU2790'IS 181 FEET.
 AU2790'
 AU2790'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2790
 AU2790                          STATION RECOVERY (1995)
 AU2790
 AU2790'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2790'RECOVERED IN GOOD CONDITION.
 AU2790
 AU2790                          STATION RECOVERY (2003)
 AU2790
 AU2790'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AU2790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4286 ***********************************************************************
 BJ4286  DESIGNATION -  METAIRIE WEST WATER TANK
 BJ4286  PID         -  BJ4286
 BJ4286  STATE/COUNTY-  LA/JEFFERSON
 BJ4286  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4286
 BJ4286                         *CURRENT SURVEY CONTROL
 BJ4286  ___________________________________________________________________
 BJ4286* NAD 83(1992)-  30 00 17.47709(N)    090 13 15.92260(W)     ADJUSTED  
 BJ4286* NAVD 88     -                                                        
 BJ4286  **This station is located in a subsidence area (see below).
 BJ4286  ___________________________________________________________________
 BJ4286  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4286  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ4286
 BJ4286  HORZ ORDER  -  THIRD
 BJ4286
 BJ4286.The horizontal coordinates were established by classical geodetic methods
 BJ4286.and adjusted by the National Geodetic Survey in January 1993..
 BJ4286
 BJ4286 ** The orthometric height has not been validated since last determined
 BJ4286 ** by differential leveling and should not be used for control purposes.
 BJ4286 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4286 ** area with valid NAVD 88 orthometric heights.
 BJ4286 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4286 ** epoch indicated which incorporates improved geoid heights for the
 BJ4286 ** Southern Louisiana Subsidence area.
 BJ4286 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4286
 BJ4286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4286
 BJ4286.The geoid height was determined by GEOID03.
 BJ4286
 BJ4286;                    North         East     Units Scale Factor Converg.
 BJ4286;SPC LA S     -   167,325.293 1,107,301.383   MT  0.99992575   +0 33 22.1
 BJ4286;SPC LA S     -   548,966.40  3,632,871.29   sFT  0.99992575   +0 33 22.1
 BJ4286;UTM  15      - 3,322,575.682   768,059.343   MT  1.00048663   +1 23 25.8
 BJ4286
 BJ4286                          SUPERSEDED SURVEY CONTROL
 BJ4286
 BJ4286  NAD 83(1986)-  30 00 17.49290(N)    090 13 15.92126(W) AD(       ) 4
 BJ4286  NAD 27      -  30 00 16.76257(N)    090 13 15.64695(W) AD(       ) 3
 BJ4286
 BJ4286.Superseded values are not recommended for survey control.
 BJ4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4286.See file dsdata.txt to determine how the superseded data were derived.
 BJ4286
 BJ4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6805922576(NAD 83)
 BJ4286_MARKER: 53 = ELEVATED TANK
 BJ4286
 BJ4286  HISTORY     - Date     Condition        Report By
 BJ4286  HISTORY     - 1966     FIRST OBSERVED   CGS
 BJ4286  HISTORY     - 1972     GOOD             NGS
 BJ4286  HISTORY     - 1974     GOOD             NGS
 BJ4286  HISTORY     - 19950120 GOOD             USPSQD
 BJ4286  HISTORY     - 20030507 GOOD             USPSQD
 BJ4286
 BJ4286                          STATION DESCRIPTION
 BJ4286
 BJ4286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4286'THE METAIRIE, WEST WATER TANK IS LOCATED IN THE NORTHWEST
 BJ4286'SECTION OF METAIRIE AT THE INTERSECTION OF VETERANS MEMORIAL
 BJ4286'BOULEVARD AND DAVID DRIVE.
 BJ4286'
 BJ4286'IT IS A 10-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE
 BJ4286'TANK PROPER, HAS AN OVAL TANK, PAINTED RED AND WHITE IN
 BJ4286'A CHECKERED DESIGN AND HAS AN OVERALL HEIGHT OF ABOUT 150
 BJ4286'FEET.
 BJ4286'
 BJ4286'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 BJ4286
 BJ4286                          STATION RECOVERY (1974)
 BJ4286
 BJ4286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 BJ4286'THE STATION WAS RECOVERED IN GOOD CONDITION.
 BJ4286'
 BJ4286'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 BJ4286'CITY OF METAIRIE
 BJ4286
 BJ4286                          STATION RECOVERY (1995)
 BJ4286
 BJ4286'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4286'RECOVERED IN GOOD CONDITION.
 BJ4286
 BJ4286                          STATION RECOVERY (2003)
 BJ4286
 BJ4286'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 BJ4286'RECOVERED IN GOOD CONDITION.  NOTE-- THE TANK IS PAINTED BLUE ON TOP
 BJ4286'WITH A WHITE BAND CONTAINING THE NAME JEFFERSON IN BLACK LETTERS WITH
 BJ4286'SHADES OF BLUE WAVES UNDER THE WHITE BAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1125 ***********************************************************************
 AT1125  DESIGNATION -  MICHEL 1922
 AT1125  PID         -  AT1125
 AT1125  STATE/COUNTY-  LA/PLAQUEMINES
 AT1125  USGS QUAD   -  BURAS (1993)
 AT1125
 AT1125                         *CURRENT SURVEY CONTROL
 AT1125  ___________________________________________________________________
 AT1125* NAD 83(1992)-  29 16 14.43757(N)    089 31 22.20474(W)     ADJUSTED  
 AT1125* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1125  **This station is located in a subsidence area (see below).
 AT1125  ___________________________________________________________________
 AT1125  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AT1125  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AT1125
 AT1125  HORZ ORDER  -  THIRD
 AT1125
 AT1125.The horizontal coordinates were established by classical geodetic methods
 AT1125.and adjusted by the National Geodetic Survey in January 1993..
 AT1125
 AT1125 ** The orthometric height has not been validated since last determined
 AT1125 ** by differential leveling and should not be used for control purposes.
 AT1125 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1125 ** area with valid NAVD 88 orthometric heights.
 AT1125 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1125 ** epoch indicated which incorporates improved geoid heights for the
 AT1125 ** Southern Louisiana Subsidence area.
 AT1125 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1125.The orthometric height was scaled from a topographic map.
 AT1125
 AT1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1125
 AT1125.The geoid height was determined by GEOID03.
 AT1125
 AT1125;                    North         East     Units Scale Factor Converg.
 AT1125;SPC LA S     -    86,817.470 1,175,945.245   MT  1.00000634   +0 54 19.0
 AT1125;SPC LA S     -   284,833.65  3,858,080.36   sFT  1.00000634   +0 54 19.0
 AT1125;UTM  16      - 3,240,614.601   254,877.347   MT  1.00034148   -1 14 02.8
 AT1125
 AT1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1125!SPC LA S     -   1.00000377  x   1.00000634  =   1.00001011
 AT1125!UTM  16      -   1.00000377  x   1.00034148  =   1.00034525
 AT1125
 AT1125:                Primary Azimuth Mark                     Grid Az
 AT1125:SPC LA S     -  TAMBOUR 1922                             111 06 34.4
 AT1125:UTM  16      -  TAMBOUR 1922                             113 14 56.2
 AT1125
 AT1125|---------------------------------------------------------------------|
 AT1125| PID    Reference Object                     Distance      Geod. Az  |
 AT1125|                                                           dddmmss.s |
 AT1125| AT1090 TAMBOUR 1922                        APPROX. 5.9 KM 1120053.4 |
 AT1125| AT1159 SCOFIELD BAYOU POLE                 APPROX. 4.6 KM 2343434.1 |
 AT1125| AT1158 SCOFIELD BAYOU LIGHT NEW            APPROX. 4.7 KM 2364449.2 |
 AT1125|---------------------------------------------------------------------|
 AT1125
 AT1125                          SUPERSEDED SURVEY CONTROL
 AT1125
 AT1125  NAD 83(1986)-  29 16 14.44523(N)    089 31 22.21434(W) AD(       ) 3
 AT1125  NAD 27      -  29 16 13.64900(N)    089 31 22.00100(W) AD(       ) 3
 AT1125
 AT1125.Superseded values are not recommended for survey control.
 AT1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1125.See file dsdata.txt to determine how the superseded data were derived.
 AT1125
 AT1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5487740615(NAD 83)
 AT1125_MARKER: DD = SURVEY DISK
 AT1125_SETTING: 0 = UNSPECIFIED SETTING
 AT1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1125
 AT1125  HISTORY     - Date     Condition        Report By
 AT1125  HISTORY     - 1922     MONUMENTED       CGS
 AT1125  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AT1125  HISTORY     - 1948     GOOD             BAKER
 AT1125  HISTORY     - 1965     POOR             CGS
 AT1125  HISTORY     - 1969     SEE DESCRIPTION  LOCSUR
 AT1125  HISTORY     - 19730424 MARK NOT FOUND   NGS
 AT1125
 AT1125                          STATION DESCRIPTION
 AT1125
 AT1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1125'AT THE ENTRANCE TO MITCHELLS POND WHERE IT INTERS SKIP JACK BAY AND 4
 AT1125'METERS (13 FEET)
 AT1125'FROM THE WATERS EDGE.  THE STATION IS MARKED
 AT1125'BY A STANDARD BRONZE DISK SET IN
 AT1125'CONCRETE IN THE TOP OF A TILE
 AT1125'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN
 AT1125'CONCRETE IN THE TOP OF A TILE.
 AT1125'TOP OF A TILE IS MIDWAY BETWEEN THE WATERS EDGE ON EITHER SIDE
 AT1125'OF A NARROW NECK
 AT1125'AND 15.74 METERS (51.6 FEET) FROM THE STATION N 1 DEG 41 MIN W.
 AT1125'REFERENCE
 AT1125'MARK NO. 2 A STANDARD BRONZE DISK SET
 AT1125'IN CONCRETE IN THE TOP OF A TILE, IS 6 METERS (20
 AT1125'FEET) FROM THE
 AT1125'WATERS EDGE AND 18.55 METERS (60.9 FEET) FROM THE STATION IN
 AT1125'S 76 DEG 23 MIN E.
 AT1125'THE TILES PROJECTS 6 INCHES ABOVE THE SURFACE
 AT1125'OF THE GROUND.
 AT1125
 AT1125                          STATION RECOVERY (1948)
 AT1125
 AT1125'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948
 AT1125'THIS STATION AND REFERENCE MARK WERE RECOVERED
 AT1125'IN GOOD CONDITION.
 AT1125
 AT1125                          STATION RECOVERY (1965)
 AT1125
 AT1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1125'STATION MARK WAS RECOVERED VERY LOOSE AND IN THE EDGE OF THE WATER.
 AT1125'IT IS A STANDARD
 AT1125'DISK, UNSTAMPED, SET IN THE TOP OF A CONCRETE FILLED
 AT1125'TILE AND IS FLUSH WITH THE WATER.
 AT1125'IT IS NOW 20 FEET WEST-NORTHWEST OF
 AT1125'THE SOUTHEAST TIP OF A SMALL ISLAND.
 AT1125'
 AT1125'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND ARE ASSUMED LOST
 AT1125'THROUGH EROSION OF
 AT1125'THE MARSH.
 AT1125'
 AT1125'NOTE- A METAL WITNESS POST WAS SET AT THE STATION.
 AT1125
 AT1125                          STATION RECOVERY (1969)
 AT1125
 AT1125'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (SDB)
 AT1125'MICHEL UNSTAMPED.
 AT1125'
 AT1125'STATION MARK FOUND LYING ON BOTTOM IN 2 FEET OF WATER AT BASE OF
 AT1125'METAL WITNESS POST.  NO SEARCH MADE FOR REFERENCE MARKS.
 AT1125
 AT1125                          STATION RECOVERY (1973)
 AT1125
 AT1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JPM)
 AT1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2841 ***********************************************************************
 BH2841  DESIGNATION -  MICHOUD
 BH2841  PID         -  BH2841
 BH2841  STATE/COUNTY-  LA/ORLEANS
 BH2841  USGS QUAD   -  LITTLE WOODS (1994)
 BH2841
 BH2841                         *CURRENT SURVEY CONTROL
 BH2841  ___________________________________________________________________
 BH2841* NAD 83(1992)-  30 01 25.39184(N)    089 54 59.62861(W)     ADJUSTED  
 BH2841* NAVD 88     -        67.3  **(meters)     221.   **(feet)  VERTCON   
 BH2841  **This station is located in a subsidence area (see below).
 BH2841  ___________________________________________________________________
 BH2841  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BH2841  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BH2841
 BH2841  HORZ ORDER  -  FIRST
 BH2841
 BH2841.The horizontal coordinates were established by classical geodetic methods
 BH2841.and adjusted by the National Geodetic Survey in January 1993..
 BH2841
 BH2841 ** The orthometric height has not been validated since last determined
 BH2841 ** by differential leveling and should not be used for control purposes.
 BH2841 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2841 ** area with valid NAVD 88 orthometric heights.
 BH2841 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2841 ** epoch indicated which incorporates improved geoid heights for the
 BH2841 ** Southern Louisiana Subsidence area.
 BH2841 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2841
 BH2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2841
 BH2841.The geoid height was determined by GEOID03.
 BH2841
 BH2841;                    North         East     Units Scale Factor Converg.
 BH2841;SPC LA S     -   169,740.433 1,136,652.711   MT  0.99992582   +0 42 30.3
 BH2841;SPC LA S     -   556,890.07  3,729,168.10   sFT  0.99992582   +0 42 30.3
 BH2841;UTM  16      - 3,324,997.913   218,710.030   MT  1.00057632   -1 27 37.0
 BH2841
 BH2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2841!SPC LA S     -   0.99999354  x   0.99992582  =   0.99991936
 BH2841!UTM  16      -   0.99999354  x   1.00057632  =   1.00056986
 BH2841
 BH2841:                Primary Azimuth Mark                     Grid Az
 BH2841:SPC LA S     -  VENETIAN                                 065 26 28.6
 BH2841:UTM  16      -  VENETIAN                                 067 36 35.9
 BH2841
 BH2841|---------------------------------------------------------------------|
 BH2841| PID    Reference Object                     Distance      Geod. Az  |
 BH2841|                                                           dddmmss.s |
 BH2841| BH2818 VENETIAN                            APPROX.11.6 KM 0660858.9 |
 BH2841| BH1888 MICHOUD RM 2                          9.010 METERS 22551     |
 BH2841| BH1889 MICHOUD RM 1                         15.732 METERS 32457     |
 BH2841|---------------------------------------------------------------------|
 BH2841
 BH2841                          SUPERSEDED SURVEY CONTROL
 BH2841
 BH2841  NAD 83(1986)-  30 01 25.40512(N)    089 54 59.62509(W) AD(       ) 1
 BH2841  NAD 27      -  30 01 24.68107(N)    089 54 59.38417(W) AD(       ) 1
 BH2841  NGVD 29 (07/19/86)   67.4    (m)          221.     (f) VERT ANG       
 BH2841
 BH2841.Superseded values are not recommended for survey control.
 BH2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2841.See file dsdata.txt to determine how the superseded data were derived.
 BH2841
 BH2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1871024998(NAD 83)
 BH2841_MARKER: DS = TRIANGULATION STATION DISK
 BH2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2841+STABILITY: SURFACE MOTION
 BH2841
 BH2841  HISTORY     - Date     Condition        Report By
 BH2841  HISTORY     - 1972     MONUMENTED       NGS
 BH2841
 BH2841                          STATION DESCRIPTION
 BH2841
 BH2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2841'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF NEW ORLEANS.  IT
 BH2841'IS IN SECTION 37 T. 12 S R. 13 E AND AT THE SITE OF THE MASON RUSH
 BH2841'N.A.S.A..  THE STATION MARK IS ON TOP OF THE 303 BUILDING THAT IS
 BH2841'ABOUT 22 STORIES HIGH.  THE ADDRESS IS N.A.S.A., POST OFFICE BOX
 BH2841'2930, NEW ORLEANS, LOUISIANA 70129.  PHONE NUMBER 255-2583.
 BH2841'
 BH2841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BH2841'HIGHWAY 47, THIS IS ABOUT 10 MILES EASTERLY OF DOWNTOWN NEW ORLEANS.
 BH2841'GO SOUTH ON STATE HIGHWAY 47 (PARIS ROAD) FOR 0.6 MILE TO WHERE
 BH2841'STATE ROAD 47 BEARS LEFT AND THEN RIGHT GOING OVER THE MISSISSIPPI
 BH2841'RIVER GULF OUTLET BRIDGE.  HERE KEEP TO THE RIGHT AND CONTINUE
 BH2841'SOUTH, ON THE WEST SIDE OF THE BRIDGE FOR 0.35 MILE TO CROSSROAD.
 BH2841'TURN LEFT AND PASS UNDER BRIDGE AND GO EASTERLY AND NORTHEASTERLY
 BH2841'FOR 1.7 MILES TO THE MAIN ADMINISTRATION BUILDING.  FROM HERE YOU
 BH2841'WILL BE ESCORTED TO THE STATION.
 BH2841'
 BH2841'STATION MARK IS A STANDARD DISK STAMPED MICHOUD 1972, SET IN THE TOP
 BH2841'OF A 12X12 INCH CONCRETE MONUMENT BONDED TO THE TOP OF THE ROOF AND
 BH2841'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE ROOF.  IT IS 96.5 FEET
 BH2841'NORTHWEST OF A SMALL STANDPIPE AND 59.5 FEET WEST OF MANHOLE.
 BH2841'
 BH2841'REFERENCE MARK 1, IS AN ARROW STAMPED IN THE BASE OF THE NORTHEAST
 BH2841'CORNER OF A 24X24 INCH LIGHTING ROD BASE, THAT IS STAMPED RM 1.
 BH2841'
 BH2841'REFERENCE MARK 2, IS AN ARROW STAMPED IN THE BASE OF THE NORTHEAST
 BH2841'CORNER OF A 24X24 INCH LIGHTING ROD BASE, THAT IS STAMPED RM 2.
 BH2841'
 BH2841'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1887 ***********************************************************************
 BH1887  DESIGNATION -  MICHOUD
 BH1887  PID         -  BH1887
 BH1887  STATE/COUNTY-  LA/ORLEANS
 BH1887  USGS QUAD   -  LITTLE WOODS (1994)
 BH1887
 BH1887                         *CURRENT SURVEY CONTROL
 BH1887  ___________________________________________________________________
 BH1887* NAD 83(1992)-  30 01 22.77590(N)    089 54 46.89360(W)     ADJUSTED  
 BH1887* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BH1887  **This station is located in a subsidence area (see below).
 BH1887  ___________________________________________________________________
 BH1887  X           -       8,389.827 (meters)                     COMP
 BH1887  Y           -  -5,526,954.389 (meters)                     COMP
 BH1887  Z           -   3,172,568.726 (meters)                     COMP
 BH1887  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BH1887  ELLIP HEIGHT-         -24.26  (meters)          (09/30/02) GPS OBS
 BH1887  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BH1887  DYNAMIC HT  -           2.1   (meters)       7.    (feet)  COMP
 BH1887  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BH1887
 BH1887  HORZ ORDER  -  FIRST
 BH1887  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1887  ELLP ORDER  -  FOURTH    CLASS I
 BH1887
 BH1887.The horizontal coordinates were established by GPS observations
 BH1887.and adjusted by the National Geodetic Survey in May 1994..
 BH1887
 BH1887 ** The orthometric height has not been validated since last determined
 BH1887 ** by differential leveling and should not be used for control purposes.
 BH1887 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1887 ** area with valid NAVD 88 orthometric heights.
 BH1887 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1887 ** epoch indicated which incorporates improved geoid heights for the
 BH1887 ** Southern Louisiana Subsidence area.
 BH1887 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1887.The orthometric height was scaled from a topographic map.
 BH1887.The vertical order pertains to the first NAVD 88 superseded value.
 BH1887
 BH1887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1887
 BH1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1887
 BH1887.The ellipsoidal height was determined by GPS observations
 BH1887.and is referenced to NAD 83.
 BH1887
 BH1887.The geoid height was determined by GEOID03.
 BH1887
 BH1887.The dynamic height is computed by dividing the NAVD 88
 BH1887.geopotential number by the normal gravity value computed on the
 BH1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1887.degrees latitude (g = 980.6199 gals.).
 BH1887
 BH1887.The modeled gravity was interpolated from observed gravity values.
 BH1887
 BH1887;                    North         East     Units Scale Factor Converg.
 BH1887;SPC LA S     -   169,664.117 1,136,994.897   MT  0.99992582   +0 42 36.6
 BH1887;SPC LA S     -   556,639.69  3,730,290.76   sFT  0.99992582   +0 42 36.6
 BH1887;UTM  16      - 3,324,908.645   219,049.303   MT  1.00057397   -1 27 30.5
 BH1887
 BH1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1887!SPC LA S     -   1.00000381  x   0.99992582  =   0.99992963
 BH1887!UTM  16      -   1.00000381  x   1.00057397  =   1.00057778
 BH1887
 BH1887                          SUPERSEDED SURVEY CONTROL
 BH1887
 BH1887  ELLIP H (05/13/94)  -24.25   (m)                       GP(       ) 4 1
 BH1887  NAD 83(1992)-  30 01 22.77591(N)    089 54 46.89360(W) AD(       ) 1
 BH1887  ELLIP H (01/21/93)  -24.25   (m)                       GP(       ) 4 2
 BH1887  NAD 83(1986)-  30 01 22.79191(N)    089 54 46.89103(W) AD(       ) 1
 BH1887  NAD 83(1986)-  30 01 22.79253(N)    089 54 46.88868(W) AD(       ) 1
 BH1887  NAD 27      -  30 01 22.06390(N)    089 54 46.64834(W) AD(       ) 1
 BH1887  NAVD 88 (02/14/94)    2.081  (m)            6.83   (f) UNKNOWN     1 1
 BH1887  NGVD 29 (05/21/91)    2.142  (m)            7.03   (f) ADJUSTED    1 1
 BH1887
 BH1887.Superseded values are not recommended for survey control.
 BH1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1887.See file dsdata.txt to determine how the superseded data were derived.
 BH1887
 BH1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1904924909(NAD 83)
 BH1887_MARKER: DH = HORIZONTAL CONTROL DISK
 BH1887_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH1887+WITH SETTING: PAVEMENT
 BH1887_SP_SET: PEDESTAL
 BH1887_STAMPING: MICHOUD 1987
 BH1887_MARK LOGO: NGS   
 BH1887_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1887+STABILITY: SURFACE MOTION
 BH1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1887+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1994
 BH1887
 BH1887  HISTORY     - Date     Condition        Report By
 BH1887  HISTORY     - 1987     MONUMENTED       LADTD
 BH1887  HISTORY     - 1987     GOOD             NGS
 BH1887  HISTORY     - 1988     GOOD             LADTD
 BH1887  HISTORY     - 19880920 GOOD             LADTD
 BH1887  HISTORY     - 19890112 GOOD
 BH1887  HISTORY     - 19901016 GOOD             NGS
 BH1887  HISTORY     - 19941024 GOOD             NGS
 BH1887
 BH1887                          STATION DESCRIPTION
 BH1887
 BH1887'DESCRIBED BY LA TRANSP AND DEV 1987 (JEF)
 BH1887'THE STATION IS LOCATED ABOUT 10.4 KM (6.45 MI)
 BH1887'EAST OF THECITY OF NEW ORLEANS AT THE NASA MICHOUD PLANT IN T 12 S,
 BH1887'R 12 E IN SECTION 37.
 BH1887'OWNERSHIP--NASA MICHOUD PLANT
 BH1887'
 BH1887'TO REACH THE STATION FROM THE UNDERPASS FOR INTERSTATE HIGHWAY 10
 BH1887'AND U.S. HIGHWAY 90 IN THE NORTHEAST PART OF NEW ORLEANS, GO
 BH1887'EAST FOR 3 KM (1.85 MI) ON HIGHWAY 90 RO GENTILLY ROAD.
 BH1887'TURN RIGHT AND GO SOUTH FOR 4.8 KM (1.45 MI) ON GENTILLY ROAD TO
 BH1887'THE NASA MICHOUD PLANT MAIN LOBBY ON THE RIGHT.  OBTAIN PERMISSION
 BH1887'AND CLEARANCE TO CONTINUE TO THE STATION MARK.  THE STATION IS
 BH1887'APPROXIMATELY 150 YARDS SOUTHEAST OF THE SOUTHEAST WALL OF BUILDING
 BH1887'103 AND NORTH OF A SMALL METAL BUILDING, NUMBER 175, WITH TWO
 BH1887'LIQUID NITROGEN TANKS NUMBERED ONE AND TWO.
 BH1887'
 BH1887'THE STATION IS A STANDARD NGS DISK
 BH1887'STAMPED---MICHOUD 1987---,
 BH1887'SET INTO A DRILL HOLE IN THE TOP OF A 24-INCH BY 30-INCH CONCRETE
 BH1887'PIER SUPPORTING PIPELINES AND PROJECTING 36-INCHES ABOVE THE GROUND.
 BH1887'14.5 METERS (47.5 FT) SOUTH FROM THE SOUTHWEST CORNER OF A HOLDING
 BH1887'POND,
 BH1887'11.3 METERS (37 FT) SOUTHEAST FROM A POWER POLE WITH TWO SECURITY
 BH1887'LIGHTS,
 BH1887'3.4 METERS (11 FT) EAST FROM THE CENTER OF A PAVED ROAD AND
 BH1887'3.4 METERS (11 FT) NORTHWEST FROM THE WASTE WELL 2.
 BH1887'
 BH1887'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 BH1887'STAMPED---MICHOUD NO 1 1987---,
 BH1887'SET INTO A DRILL HOLE IN THE TOP OF A 3-FEET BY 7-FEET CONCRETE
 BH1887'BASE SUPPORTING OVERHEAD PIPELINES AND PROJECTING 18-INCHES ABOVE
 BH1887'THE GROUND SURFACE.
 BH1887'39.9 METERS (131.5 FT) NORTHEAST FROM A POWER POLE WITH TWO
 BH1887'SECURITY LIGHTS,
 BH1887'32.6 METERS (107 FT) NORTH-NORTHEAST FROM THE CENTER OF A PAVED
 BH1887'ROAD AND
 BH1887'30 METERS (98.5 FT) EAST-SOUTHEAST FROM THE WASTE WELL 2.
 BH1887'MARK IS 46 METERS BELOW THE STATION.
 BH1887'
 BH1887'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 BH1887'STAMPED---MICHOUD NO 2 1987---,
 BH1887'SET INTO A DRILL HOLE IN THE TOP OF A 24-INCH BY 30-INCH CONCRETE
 BH1887'PIER SUPPORTING PIPELINES AROUND THE HOLDING POND PROJECTING
 BH1887'25-INCHES ABOVE THE GROUND.
 BH1887'262.5 METERS (80 FT) NORTH FROM THE WASTE WELL 2,
 BH1887'20.3 METERS (66 FT) NORTHEAST FROM A POWER POLE WITH TWO SECURITY
 BH1887'LIGHTS AND
 BH1887'15.7 METERS (51.5 FT) EAST-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 BH1887'THE HOLDING POND.
 BH1887'MARK IS 0.3 METERS BELOW THE STATION.
 BH1887
 BH1887                          STATION RECOVERY (1987)
 BH1887
 BH1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BH1887'10.4 KM (6.45 MI) EAST FROM NEW ORLEANS.
 BH1887'3.0 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE INTERSTATE
 BH1887'HIGHWAY 10 OVERPASS, THENCE 2.3 KM (1.45 MI) SOUTHEAST ALONG GENTILLY
 BH1887'ROAD, AT THE NASA MICHOUD PLAND, APPROXIMATELY 150 YARDS SOUTHEAST OF
 BH1887'THE SOUTHEAST WALL OF BUILDING NUMBER 103, ALSO NORTH OF A SMALL
 BH1887'METAL BUILDING NUMBER 175 SITH TWO LIQUID NITROGEN TANKS NUMBERS ONE
 BH1887'AND TWO 14.5 METERS (47.5 FT) SOUTH FROM THE SOUTHWEST CORNER OF A
 BH1887'HOLDING POND, 11.3 METERS (37 FT) SOUTHEAST FROM A POWER POLE WITH
 BH1887'TWO SECURITY LIGHTS, 3.4 METERS (11 FT) EAST FROM THE CENTER OF A
 BH1887'PAVED ROAD AND 3.4 METERS (11 FT) NORTHWEST FROM WASTE WELL 2.
 BH1887
 BH1887                          STATION RECOVERY (1988)
 BH1887
 BH1887'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1887'RECOVERED IN GOOD CONDITION.
 BH1887
 BH1887                          STATION RECOVERY (1988)
 BH1887
 BH1887'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1887'THE STATION IS LOCATED ON THE MICHOUD NASA GROUNDS IN NEW ORLEANS
 BH1887'EAST, APPROXIMATELY 150 YARDS SOUTHEAST OF BUILDING NUMBER 103, ALSO
 BH1887'NORTH OF A SMALL METAL BUILDING NUMBER 175 WITH TWO LIQUID NITROGEN
 BH1887'TANKS NUMBERED ONE AND TWO.  OWNERSHIP--MARTIN-MARIETTA
 BH1887'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 OVERPASS OVER U S
 BH1887'HIGHWAY 90 IN NEW ORLEANS EAST GO EAST FOR 3 KM (1.85 MI) ON U S
 BH1887'HIGHWAY 90 TO OLD GENTILLY ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 BH1887'FOR 2.3 KM (1.45 MI) ON OLD GENTILLY ROAD TO THE NASA MICHOUD FACILITY
 BH1887'ON THE RIGHT.  PERMISSION MUST BE OBTAINED AT THE MAIN LOBBY BEFORE
 BH1887'ENTERING THE GROUNDS.  USUALLY TAKES ONE DAYS ADVANCE NOTICE.  CONTACT
 BH1887'MR. MURARY LAL, MARTIN-MARIETTA ENGINEER, PHONE 257-1461.
 BH1887'THE STATION IS CEMENTED IN A DRILL HOLE IN A 2-FEET SQUARE CONCRETE
 BH1887'PIER PROJECTING ABOUT 3 FEET ABOVE THE GROUND, 14.5 M (47.6 FT) SOUTH
 BH1887'FROM THE SOUTHWEST CORNER OF A HOLDING POND,  11.3 M (37.1 FT)
 BH1887'SOUTHEAST FROM A POWER POLE WITH TWO SECURITY LIGHTS, 3.4 M (11.2 FT)
 BH1887'EAST FROM THE CENTER OF A PAVED ROAD AND 3.4 M (11.2 FT) NORTHWEST
 BH1887'FROM WASTE WELL 2.
 BH1887
 BH1887                          STATION RECOVERY (1989)
 BH1887
 BH1887'RECOVERED 1989
 BH1887'RECOVERED IN GOOD CONDITION.
 BH1887
 BH1887                          STATION RECOVERY (1990)
 BH1887
 BH1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1887'1.2 KM (0.7 MI) SOUTHERLY ALONG SATURN BOULEVARD (NASA GATE 12
 BH1887'ENTRANCE ROAD) FROM THE JUNCTION OF GENTILLY ROAD IN NEW ORLEANS, IN
 BH1887'A CONCRETE PEDESTAL THAT PROJECTS 0.9 M (3.0 FT) ABOVE THE GROUND
 BH1887'SURFACE, AT WASTE HOLDING POND NUMBER 170, 103.0 M (337.9 FT)
 BH1887'NORTH-NORTHWEST OF THE BOULEVARD CENTERLINE, AND 3.2 M (10.5 FT)
 BH1887'NORTH-NORTHWEST OF BENCH MARK WASTE WELL 2.  NOTE--THE MARK IS ON
 BH1887'PROPERTY OWNED BY NASA MICHOUD PLANT.  FOR PERMISSION TO VISIT THE
 BH1887'MARK SITE, CONTACT--TONY NAPOLITANO, MARTIN MARIETTA MANNED SPACE
 BH1887'SYSTEMS, P.O. BOX 29304, MS 3131, NEW ORLEANS, LA 70189-9304,
 BH1887'TELEPHONE NUMBER (504) 257-1893.
 BH1887
 BH1887                          STATION RECOVERY (1994)
 BH1887
 BH1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1887'3.0 KM (1.85 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR HIGHWAY)
 BH1887'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS, THENCE 8.0
 BH1887'KM (4.95 MI) EASTERLY ALONG GENTILLY ROAD, THENCE 1.2 KM (0.75 MI)
 BH1887'SOUTHERLY ALONG SATURN BOULEVARD (GATE 12 ENTRANCE ROAD TO NASA MICHOU
 BH1887'PLANT), NEAR THE SOUTH CORNER OF A CONCRETE PEDESTAL AT WASTE HOLDING
 BH1887'POND NUMBER 170, 103.0 M (337.9 FT) NORTH-NORTHWEST OF THE BOULEVARD
 BH1887'CENTERLINE, 31.2 M (102.4 FT) WEST OF REFERENCE MARK 1, 3.5 M (11.5
 BH1887'FT) NORTHEAST OF THE EXTENDED CENTER OF A ROAD, 3.2 M (10.5 FT)
 BH1887'NORTH-NORTHWEST OF BENCH MARK WASTE WELL 2 RESET, AND 0.9 M (3.0 FT)
 BH1887'ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY NASA
 BH1887'MICHOUD PLANT.  TO GAIN ACCESS TO THE MONUMENT, CONTACT--DAVE WELLS,
 BH1887'MARTIN MARIETTA MANNED SPACE SYSTEMS, P.O.  BOX 29304-MS 3131, NEW
 BH1887'ORLEANS, LA 70189-9304, TELEPHONE NUMBER (504) 257-5441.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2838 ***********************************************************************
 BH2838  DESIGNATION -  MICHOUD N O WATER BD TANK
 BH2838  PID         -  BH2838
 BH2838  STATE/COUNTY-  LA/ORLEANS
 BH2838  USGS QUAD   -  LITTLE WOODS (1994)
 BH2838
 BH2838                         *CURRENT SURVEY CONTROL
 BH2838  ___________________________________________________________________
 BH2838* NAD 83(1992)-  30 02 38.45539(N)    089 53 42.09480(W)     ADJUSTED  
 BH2838* NAVD 88     -                                                        
 BH2838  **This station is located in a subsidence area (see below).
 BH2838  ___________________________________________________________________
 BH2838  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BH2838  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BH2838
 BH2838  HORZ ORDER  -  THIRD
 BH2838
 BH2838.The horizontal coordinates were established by classical geodetic methods
 BH2838.and adjusted by the National Geodetic Survey in May 1994..
 BH2838
 BH2838 ** The orthometric height has not been validated since last determined
 BH2838 ** by differential leveling and should not be used for control purposes.
 BH2838 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2838 ** area with valid NAVD 88 orthometric heights.
 BH2838 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2838 ** epoch indicated which incorporates improved geoid heights for the
 BH2838 ** Southern Louisiana Subsidence area.
 BH2838 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2838
 BH2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2838
 BH2838.The geoid height was determined by GEOID03.
 BH2838
 BH2838;                    North         East     Units Scale Factor Converg.
 BH2838;SPC LA S     -   172,015.778 1,138,701.706   MT  0.99992603   +0 43 09.0
 BH2838;SPC LA S     -   564,355.10  3,735,890.51   sFT  0.99992603   +0 43 09.0
 BH2838;UTM  16      - 3,327,195.487   220,845.049   MT  1.00056155   -1 27 01.4
 BH2838
 BH2838                          SUPERSEDED SURVEY CONTROL
 BH2838
 BH2838  NAD 83(1992)-  30 02 38.45542(N)    089 53 42.09477(W) AD(       ) 4
 BH2838  NAD 83(1986)-  30 02 38.46884(N)    089 53 42.09069(W) AD(       ) 4
 BH2838  NAD 27      -  30 02 37.74729(N)    089 53 41.85313(W) AD(       ) 3
 BH2838
 BH2838.Superseded values are not recommended for survey control.
 BH2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2838.See file dsdata.txt to determine how the superseded data were derived.
 BH2838
 BH2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2084527195(NAD 83)
 BH2838_MARKER: 53 = ELEVATED TANK
 BH2838
 BH2838  HISTORY     - Date     Condition        Report By
 BH2838  HISTORY     - 1972     FIRST OBSERVED   NGS
 BH2838
 BH2838                          STATION DESCRIPTION
 BH2838
 BH2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2838'MICHOUD, NEW ORLEANS WATER BOARD TANK IS LOCATED ABOUT 3 MILES
 BH2838'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 11 AND 90, AND 1-1/2
 BH2838'MILES NORTHEAST OF THE MICHOUD NASA PLANT.  IT IS OWNED BY THE NEW
 BH2838'ORLEANS WATER BOARD.
 BH2838'
 BH2838'IT IS AN OVAL SHAPED TANK, SUPPORTED BY 14 TUBULAR TYPE LEGS, IT IS
 BH2838'PAINTED SILVER AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 150 FEET.
 BH2838'
 BH2838'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2823 ***********************************************************************
 BH2823  DESIGNATION -  MICHOUD NASA WATER TANK
 BH2823  PID         -  BH2823
 BH2823  STATE/COUNTY-  LA/ORLEANS
 BH2823  USGS QUAD   -  LITTLE WOODS (1994)
 BH2823
 BH2823                         *CURRENT SURVEY CONTROL
 BH2823  ___________________________________________________________________
 BH2823* NAD 83(1992)-  30 01 21.25130(N)    089 55 01.70076(W)     ADJUSTED  
 BH2823* NAVD 88     -                                                        
 BH2823  **This station is located in a subsidence area (see below).
 BH2823  ___________________________________________________________________
 BH2823  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BH2823  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BH2823
 BH2823  HORZ ORDER  -  THIRD
 BH2823
 BH2823.The horizontal coordinates were established by classical geodetic methods
 BH2823.and adjusted by the National Geodetic Survey in May 1994..
 BH2823
 BH2823 ** The orthometric height has not been validated since last determined
 BH2823 ** by differential leveling and should not be used for control purposes.
 BH2823 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2823 ** area with valid NAVD 88 orthometric heights.
 BH2823 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2823 ** epoch indicated which incorporates improved geoid heights for the
 BH2823 ** Southern Louisiana Subsidence area.
 BH2823 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2823
 BH2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2823
 BH2823.The geoid height was determined by GEOID03.
 BH2823
 BH2823;                    North         East     Units Scale Factor Converg.
 BH2823;SPC LA S     -   169,612.268 1,136,598.771   MT  0.99992582   +0 42 29.2
 BH2823;SPC LA S     -   556,469.58  3,728,991.13   sFT  0.99992582   +0 42 29.2
 BH2823;UTM  16      - 3,324,871.799   218,651.240   MT  1.00057673   -1 27 37.9
 BH2823;UTM  15      - 3,325,291.113   797,339.647   MT  1.00069094   +1 32 37.0
 BH2823
 BH2823                          SUPERSEDED SURVEY CONTROL
 BH2823
 BH2823  NAD 83(1992)-  30 01 21.25105(N)    089 55 01.70064(W) AD(       ) 4
 BH2823  NAD 83(1986)-  30 01 21.26486(N)    089 55 01.69724(W) AD(       ) 4
 BH2823  NAD 27      -  30 01 20.54068(N)    089 55 01.45588(W) AD(       ) 3
 BH2823
 BH2823.Superseded values are not recommended for survey control.
 BH2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2823.See file dsdata.txt to determine how the superseded data were derived.
 BH2823
 BH2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1865124872(NAD 83)
 BH2823_MARKER: 53 = ELEVATED TANK
 BH2823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH2823
 BH2823  HISTORY     - Date     Condition        Report By
 BH2823  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2823  HISTORY     - 1971     GOOD             NGS
 BH2823  HISTORY     - 1980     GOOD             NOS
 BH2823
 BH2823                          STATION DESCRIPTION
 BH2823
 BH2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2823'THE STATION IS THE CENTER OF THE TOP OF THE TANK. IT IS A 6 LEGGED
 BH2823'SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER AND THE OVERALL HEIGHT
 BH2823'IS 133 FEET.
 BH2823'
 BH2823'LOCATED ON THE GROUNDS OF THE MICHOUD NASA PLANT ABOUT 6 MILES
 BH2823'NORTH-NORTHEAST OF CHALMETTE.
 BH2823
 BH2823                          STATION RECOVERY (1971)
 BH2823
 BH2823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2823'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY L.M.C. IN 1966.
 BH2823
 BH2823                          STATION RECOVERY (1980)
 BH2823
 BH2823'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BH2823'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2830 ***********************************************************************
 BH2830  DESIGNATION -  MICHOUD PUB SERV CO WATER TANK
 BH2830  PID         -  BH2830
 BH2830  STATE/COUNTY-  LA/ORLEANS
 BH2830  USGS QUAD   -  LITTLE WOODS (1994)
 BH2830
 BH2830                         *CURRENT SURVEY CONTROL
 BH2830  ___________________________________________________________________
 BH2830* NAD 83(1992)-  30 00 26.75302(N)    089 56 14.57884(W)     ADJUSTED  
 BH2830* NAVD 88     -                                                        
 BH2830  **This station is located in a subsidence area (see below).
 BH2830  ___________________________________________________________________
 BH2830  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BH2830  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BH2830
 BH2830  HORZ ORDER  -  THIRD
 BH2830
 BH2830.The horizontal coordinates were established by classical geodetic methods
 BH2830.and adjusted by the National Geodetic Survey in May 1994..
 BH2830
 BH2830 ** The orthometric height has not been validated since last determined
 BH2830 ** by differential leveling and should not be used for control purposes.
 BH2830 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2830 ** area with valid NAVD 88 orthometric heights.
 BH2830 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2830 ** epoch indicated which incorporates improved geoid heights for the
 BH2830 ** Southern Louisiana Subsidence area.
 BH2830 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2830
 BH2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2830
 BH2830.The geoid height was determined by GEOID03.
 BH2830
 BH2830;                    North         East     Units Scale Factor Converg.
 BH2830;SPC LA S     -   167,910.424 1,134,666.687   MT  0.99992575   +0 41 52.8
 BH2830;SPC LA S     -   550,886.12  3,722,652.29   sFT  0.99992575   +0 41 52.8
 BH2830;UTM  16      - 3,323,243.203   216,654.837   MT  1.00059065   -1 28 12.0
 BH2830;UTM  15      - 3,323,559.977   795,431.127   MT  1.00067698   +1 31 57.9
 BH2830
 BH2830                          SUPERSEDED SURVEY CONTROL
 BH2830
 BH2830  NAD 83(1992)-  30 00 26.75286(N)    089 56 14.57894(W) AD(       ) 4
 BH2830  NAD 83(1986)-  30 00 26.76640(N)    089 56 14.57447(W) AD(       ) 4
 BH2830  NAD 27      -  30 00 26.04177(N)    089 56 14.33341(W) AD(       ) 3
 BH2830
 BH2830.Superseded values are not recommended for survey control.
 BH2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2830.See file dsdata.txt to determine how the superseded data were derived.
 BH2830
 BH2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1665523243(NAD 83)
 BH2830_MARKER: 53 = ELEVATED TANK
 BH2830
 BH2830  HISTORY     - Date     Condition        Report By
 BH2830  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2830  HISTORY     - 1971     GOOD             NGS
 BH2830
 BH2830                          STATION DESCRIPTION
 BH2830
 BH2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2830'THE STATION IS THE CENTER OF THE TOP OF THE TANK. IT IS A 4 LEGGED
 BH2830'SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL HEIGHT
 BH2830'OF 157 FEET.
 BH2830'
 BH2830'LOCATED ON THE GROUNDS OF NEW ORLEANS PUBLIC SERVICE CO. ABOUT 5
 BH2830'MILES NORTH OF CHALMETTE, JUST EAST OF THE BRIDGE ACROSS INTERCOSTAL
 BH2830'WATERWAY ON STATE HIGHWAY 47 AND IS OWNED AND OPERATED BY PUBLIC
 BH2830'SERVICE CO. OF NEW ORLEANS.
 BH2830
 BH2830                          STATION RECOVERY (1971)
 BH2830
 BH2830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2830'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY L.M.C. IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2831 ***********************************************************************
 BH2831  DESIGNATION -  MICHOUD RAD STA KKS 460 MAST
 BH2831  PID         -  BH2831
 BH2831  STATE/COUNTY-  LA/ORLEANS
 BH2831  USGS QUAD   -  LITTLE WOODS (1994)
 BH2831
 BH2831                         *CURRENT SURVEY CONTROL
 BH2831  ___________________________________________________________________
 BH2831* NAD 83(1992)-  30 00 28.15503(N)    089 56 10.71491(W)     ADJUSTED  
 BH2831* NAVD 88     -                                                        
 BH2831  **This station is located in a subsidence area (see below).
 BH2831  ___________________________________________________________________
 BH2831  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BH2831  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BH2831
 BH2831  HORZ ORDER  -  THIRD
 BH2831
 BH2831.The horizontal coordinates were established by classical geodetic methods
 BH2831.and adjusted by the National Geodetic Survey in May 1994..
 BH2831
 BH2831 ** The orthometric height has not been validated since last determined
 BH2831 ** by differential leveling and should not be used for control purposes.
 BH2831 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2831 ** area with valid NAVD 88 orthometric heights.
 BH2831 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2831 ** epoch indicated which incorporates improved geoid heights for the
 BH2831 ** Southern Louisiana Subsidence area.
 BH2831 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2831
 BH2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2831
 BH2831.The geoid height was determined by GEOID03.
 BH2831
 BH2831;                    North         East     Units Scale Factor Converg.
 BH2831;SPC LA S     -   167,954.850 1,134,769.697   MT  0.99992575   +0 41 54.7
 BH2831;SPC LA S     -   551,031.87  3,722,990.25   sFT  0.99992575   +0 41 54.7
 BH2831;UTM  16      - 3,323,283.728   216,759.524   MT  1.00058992   -1 28 10.1
 BH2831;UTM  15      - 3,323,605.934   795,533.556   MT  1.00067772   +1 31 60.0
 BH2831
 BH2831                          SUPERSEDED SURVEY CONTROL
 BH2831
 BH2831  NAD 83(1992)-  30 00 28.15515(N)    089 56 10.71481(W) AD(       ) 4
 BH2831  NAD 83(1986)-  30 00 28.16859(N)    089 56 10.71164(W) AD(       ) 4
 BH2831  NAD 27      -  30 00 27.44538(N)    089 56 10.46534(W) AD(       ) 3
 BH2831
 BH2831.Superseded values are not recommended for survey control.
 BH2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2831.See file dsdata.txt to determine how the superseded data were derived.
 BH2831
 BH2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1676023284(NAD 83)
 BH2831_MARKER: 42 = RADIO/TV MAST
 BH2831
 BH2831  HISTORY     - Date     Condition        Report By
 BH2831  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2831  HISTORY     - 1971     GOOD             NGS
 BH2831  HISTORY     - 1972     GOOD             NGS
 BH2831
 BH2831                          STATION DESCRIPTION
 BH2831
 BH2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2831'THE STATION IS THE CENTER OF THE TOP OF THE MAST. IT IS A SLENDER
 BH2831'TRIANGULAR SHAPED GUYED STEEL MAST PAINTED IN ALTERNATE SECTIONS OF
 BH2831'RED AND WHITE. THE OVERALL HEIGHT IS 403 FEET.
 BH2831'
 BH2831'LOCATED ABOUT 5 MILES NORTH OF CHALMETTE, JUST EAST OF THE BRIDGE
 BH2831'ACROSS THE INTERCOSTAL WATERWAY AND IS OWNED AND OPERATED BY THE
 BH2831'PUBLIC SERVICE CO. OF NEW ORLEANS.
 BH2831
 BH2831                          STATION RECOVERY (1971)
 BH2831
 BH2831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2831'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY L.M.C. IN 1966.
 BH2831
 BH2831                          STATION RECOVERY (1972)
 BH2831
 BH2831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2831'THE STATION WAS RECOVERED IN GOOD CONDITION. THE 1966 DESCRIPTION IS
 BH2831'ADEQUATE.
 BH2831'
 BH2831'THE LIGHT AT THE TOP OF THE TOWER IS THE POINT OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2827 ***********************************************************************
 BH2827  DESIGNATION -  MICHOUD SO BELL TEL MICROWAVE
 BH2827  PID         -  BH2827
 BH2827  STATE/COUNTY-  LA/ORLEANS
 BH2827  USGS QUAD   -  LITTLE WOODS (1994)
 BH2827
 BH2827                         *CURRENT SURVEY CONTROL
 BH2827  ___________________________________________________________________
 BH2827* NAD 83(1992)-  30 02 11.23191(N)    089 54 34.17310(W)     ADJUSTED  
 BH2827* NAVD 88     -                                                        
 BH2827  **This station is located in a subsidence area (see below).
 BH2827  ___________________________________________________________________
 BH2827  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BH2827  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BH2827
 BH2827  HORZ ORDER  -  THIRD
 BH2827
 BH2827.The horizontal coordinates were established by classical geodetic methods
 BH2827.and adjusted by the National Geodetic Survey in May 1994..
 BH2827
 BH2827 ** The orthometric height has not been validated since last determined
 BH2827 ** by differential leveling and should not be used for control purposes.
 BH2827 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2827 ** area with valid NAVD 88 orthometric heights.
 BH2827 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2827 ** epoch indicated which incorporates improved geoid heights for the
 BH2827 ** Southern Louisiana Subsidence area.
 BH2827 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2827
 BH2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2827
 BH2827.The geoid height was determined by GEOID03.
 BH2827
 BH2827;                    North         East     Units Scale Factor Converg.
 BH2827;SPC LA S     -   171,160.202 1,137,317.160   MT  0.99992594   +0 42 43.0
 BH2827;SPC LA S     -   561,548.10  3,731,348.05   sFT  0.99992594   +0 42 43.0
 BH2827;UTM  16      - 3,326,392.421   219,428.201   MT  1.00057134   -1 27 26.3
 BH2827
 BH2827                          SUPERSEDED SURVEY CONTROL
 BH2827
 BH2827  NAD 83(1992)-  30 02 11.23189(N)    089 54 34.17310(W) AD(       ) 4
 BH2827  NAD 83(1986)-  30 02 11.24535(N)    089 54 34.16815(W) AD(       ) 4
 BH2827  NAD 27      -  30 02 10.52272(N)    089 54 33.93024(W) AD(       ) 3
 BH2827
 BH2827.Superseded values are not recommended for survey control.
 BH2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2827.See file dsdata.txt to determine how the superseded data were derived.
 BH2827
 BH2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1942826392(NAD 83)
 BH2827_MARKER: 45 = MICROWAVE TOWER
 BH2827
 BH2827  HISTORY     - Date     Condition        Report By
 BH2827  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2827  HISTORY     - 1971     GOOD             NGS
 BH2827  HISTORY     - 1972     GOOD             NGS
 BH2827
 BH2827                          STATION DESCRIPTION
 BH2827
 BH2827'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2827'THE STATION IS THE RED LIGHT ON THE WEST SIDE OF THE TOP OF THE
 BH2827'TOWER. IT IS A 4 LEGGED SELF SUPPORTED STEEL TOWER PAINTED IN
 BH2827'ALTERNATE SECTIONS OF RED AND WHITE. THE OVERALL HEIGHT IS 150
 BH2827'FEET.
 BH2827'
 BH2827'LOCATED ABOUT 8 MILES NORTHEAST OF CHALMETTE, 3/4 MILE NORTHEAST OF
 BH2827'THE MICHOUD NASA PLANT AND IS OWNED AND OPERATED BY THE SOUTHERN
 BH2827'BELL TELEPHONE COMPANY.
 BH2827'
 BH2827'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 11 AND 90 ABOUT 15 MILES
 BH2827'EAST OF DOWNTOWN NEW ORLEANS, GO SOUTHWESTERLY ON HIGHWAY 90 FOR 4.3
 BH2827'MILES TO THE TOWER ON THE LEFT.
 BH2827
 BH2827                          STATION RECOVERY (1971)
 BH2827
 BH2827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2827'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY L.M.C. IN 1966.
 BH2827
 BH2827                          STATION RECOVERY (1972)
 BH2827
 BH2827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2827'THIS STATION WAS INTERSECTED IN 1966 UNDER THE STATION NUMBER OF
 BH2827'1095 AND THE NAME OF MICHOUD, SOUTHERN BELL TEL CO, MICROWAVE
 BH2827'TOWER, BUT DUE TO THE CHANGE OF THE COMPANY A NEW NAME WAS GIVEN.
 BH2827'
 BH2827'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF CHALMETTE, 3/4
 BH2827'MILE NORTHEAST OF THE MICHOUD NASA PLANT AND IS OWNED AND OPERATED
 BH2827'BY THE SOUTH CENTRAL BELL TELEPHONE COMPANY KLU 70.
 BH2827'
 BH2827'IT IS A 4-LEGGED, SELF-SUPPORTED, STRUCTURAL STEEL TOWER, PAINTED
 BH2827'INTERNATIONAL RED AND WHITE IN ALTERNATE SECTIONS AND HAS ONE
 BH2827'VOICE MIRROR ON THE SIDE AND ONE ATOP.  THE OVERALL HEIGHT IS 150
 BH2827'FEET.
 BH2827'
 BH2827'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0659 ***********************************************************************
 AV0659  DESIGNATION -  MID
 AV0659  PID         -  AV0659
 AV0659  STATE/COUNTY-  LA/VERMILION
 AV0659  USGS QUAD   -  MULBERRY ISLAND WEST (1979)
 AV0659
 AV0659                         *CURRENT SURVEY CONTROL
 AV0659  ___________________________________________________________________
 AV0659* NAD 83(1992)-  29 33 24.52181(N)    092 26 48.41902(W)     ADJUSTED  
 AV0659* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0659  **This station is located in a subsidence area (see below).
 AV0659  ___________________________________________________________________
 AV0659  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AV0659  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AV0659
 AV0659  HORZ ORDER  -  SECOND
 AV0659
 AV0659.The horizontal coordinates were established by classical geodetic methods
 AV0659.and adjusted by the National Geodetic Survey in January 1993..
 AV0659
 AV0659 ** The orthometric height has not been validated since last determined
 AV0659 ** by differential leveling and should not be used for control purposes.
 AV0659 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0659 ** area with valid NAVD 88 orthometric heights.
 AV0659 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0659 ** epoch indicated which incorporates improved geoid heights for the
 AV0659 ** Southern Louisiana Subsidence area.
 AV0659 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0659.The orthometric height was scaled from a topographic map.
 AV0659
 AV0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0659
 AV0659.The geoid height was determined by GEOID03.
 AV0659
 AV0659;                    North         East     Units Scale Factor Converg.
 AV0659;SPC LA S     -   117,666.940   892,099.721   MT  0.99995558   -0 33 24.3
 AV0659;SPC LA S     -   386,045.62  2,926,830.50   sFT  0.99995558   -0 33 24.3
 AV0659;UTM  15      - 3,269,805.769   553,592.410   MT  0.99963544   +0 16 22.4
 AV0659
 AV0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0659!SPC LA S     -   1.00000402  x   0.99995558  =   0.99995959
 AV0659!UTM  15      -   1.00000402  x   0.99963544  =   0.99963945
 AV0659
 AV0659|---------------------------------------------------------------------|
 AV0659| PID    Reference Object                     Distance      Geod. Az  |
 AV0659|                                                           dddmmss.s |
 AV0659| CW1026 MID RM 1                             17.182 METERS 25625     |
 AV0659| CW1025 MID AZ MK                                          2774720.2 |
 AV0659|---------------------------------------------------------------------|
 AV0659
 AV0659                          SUPERSEDED SURVEY CONTROL
 AV0659
 AV0659  NAD 83(1986)-  29 33 24.54211(N)    092 26 48.40128(W) AD(       ) 2
 AV0659  NAD 27      -  29 33 23.74200(N)    092 26 47.90600(W) AD(       ) 2
 AV0659
 AV0659.Superseded values are not recommended for survey control.
 AV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0659.See file dsdata.txt to determine how the superseded data were derived.
 AV0659
 AV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5359269806(NAD 83)
 AV0659_MARKER: DS = TRIANGULATION STATION DISK
 AV0659_SETTING: 0 = UNSPECIFIED SETTING
 AV0659
 AV0659  HISTORY     - Date     Condition        Report By
 AV0659  HISTORY     - 1933     MONUMENTED       CGS
 AV0659  HISTORY     - 1948     MARK NOT FOUND   SUNOCO
 AV0659  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0659
 AV0659                          STATION DESCRIPTION
 AV0659
 AV0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0659'LOCATED ON GULF COAST ABOUT 2.8 MILES W OF THE W END OF MULBERRY
 AV0659'ISLAND ON INSHORE SIDE OF NARROW SHELL STRIP BORDERING THE
 AV0659'MARSH, 21 METERS FROM HIGH-WATER LINE, AND 18 METERS FROM
 AV0659'STORM-WATER LINE.  THE SHORE LINE IN THIS VICINITY IS GRASS
 AV0659'COVERED AND IS SLOWLY RECEDING.
 AV0659'
 AV0659'STATION MARK IS STANDARD DISK SET IN 5-INCH BY 5-FOOT IRON OIL
 AV0659'PIPE FILLED WITH CONCRETE EXTENDING 1 FOOT ABOVE GROUND, AND
 AV0659'RESTING ON 2 BY 4 STAKE.
 AV0659'
 AV0659'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AV0659'
 AV0659'AZIMUTH MARK IS SIMILAR TO STATION MARK BUT HAS BRASS SCREW
 AV0659'WITH SLOT TOWARD STATION SET IN CENTER OF PIPE.  LOCATED ON
 AV0659'CREST OF BEACH ABOUT 1700 FEET TO WESTWARD.
 AV0659'
 AV0659'REFERENCE MARK NO. 1 IS ON CREST OF BEACH TO SW AND IS CAST AROUND
 AV0659'A 2 BY 4 STAKE.
 AV0659'
 AV0659'REFERENCE MARK NO. 2 IS SIMILAR TO REFERENCE MARK NO. 1 TO SE.
 AV0659'NO AZIMUTH WAS TAKEN TO IT.
 AV0659'
 AV0659'A 26-FOOT SIGNAL WAS ERECTED OVER THE STATION BUT 20 FEET IS
 AV0659'HIGH ENOUGH TO SEE ALL STATIONS.
 AV0659
 AV0659                          STATION RECOVERY (1948)
 AV0659
 AV0659'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AV0659'UNABLE TO RECOVER STATION OR ANY TRACES OF THE STATION EVEN
 AV0659'THOUGH THE ORIGINAL LOCATIONS OF REFERENCE MARKS 2 AND 4 WERE
 AV0659'LOCATED.  REFERENCE MARKS 2 AND 4 WERE FOUND LYING ON THEIR
 AV0659'SIDES ABOUT 20 YARDS IN THE GULF FROM THE HIGH WATER LINE.
 AV0659
 AV0659                          STATION RECOVERY (1948)
 AV0659
 AV0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0659'LOST.  TWO MEN MADE A THOROUGH 2-HOUR SEARCH FOR THIS STATION.
 AV0659'IT IS BELIEVED THAT THE MARKS HAVE BEEN DESTROYED BY THE RECEDING
 AV0659'SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0776 ***********************************************************************
 AV0776  DESIGNATION -  MIDDLE
 AV0776  PID         -  AV0776
 AV0776  STATE/COUNTY-  LA/CAMERON
 AV0776  USGS QUAD   -  BOUDREAUX LAKE (1982)
 AV0776
 AV0776                         *CURRENT SURVEY CONTROL
 AV0776  ___________________________________________________________________
 AV0776* NAD 83(1992)-  29 56 06.22935(N)    093 05 32.84504(W)     ADJUSTED  
 AV0776* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0776  **This station is located in a subsidence area (see below).
 AV0776  ___________________________________________________________________
 AV0776  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AV0776  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AV0776
 AV0776  HORZ ORDER  -  THIRD
 AV0776
 AV0776.The horizontal coordinates were established by classical geodetic methods
 AV0776.and adjusted by the National Geodetic Survey in January 1993..
 AV0776
 AV0776 ** The orthometric height has not been validated since last determined
 AV0776 ** by differential leveling and should not be used for control purposes.
 AV0776 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0776 ** area with valid NAVD 88 orthometric heights.
 AV0776 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0776 ** epoch indicated which incorporates improved geoid heights for the
 AV0776 ** Southern Louisiana Subsidence area.
 AV0776 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0776.The orthometric height was scaled from a topographic map.
 AV0776
 AV0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0776
 AV0776.The geoid height was determined by GEOID03.
 AV0776
 AV0776;                    North         East     Units Scale Factor Converg.
 AV0776;SPC LA S     -   160,372.187   830,177.482   MT  0.99992640   -0 52 46.5
 AV0776;SPC LA S     -   526,154.42  2,723,673.96   sFT  0.99992640   -0 52 46.5
 AV0776;UTM  15      - 3,311,593.513   491,076.939   MT  0.99960098   -0 02 46.1
 AV0776
 AV0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0776!SPC LA S     -   1.00000391  x   0.99992640  =   0.99993031
 AV0776!UTM  15      -   1.00000391  x   0.99960098  =   0.99960489
 AV0776
 AV0776:                Primary Azimuth Mark                     Grid Az
 AV0776:SPC LA S     -  SWEET                                    269 48 36.4
 AV0776:UTM  15      -  SWEET                                    268 58 36.0
 AV0776
 AV0776|---------------------------------------------------------------------|
 AV0776| PID    Reference Object                     Distance      Geod. Az  |
 AV0776|                                                           dddmmss.s |
 AV0776| AV0797 SWEET                               APPROX. 5.5 KM 2685549.9 |
 AV0776| CW1028 MIDDLE RM 1                          30.176 METERS 32950     |
 AV0776|---------------------------------------------------------------------|
 AV0776
 AV0776                          SUPERSEDED SURVEY CONTROL
 AV0776
 AV0776  NAD 83(1986)-  29 56 06.25427(N)    093 05 32.83112(W) AD(       ) 3
 AV0776  NAD 27      -  29 56 05.48500(N)    093 05 32.25800(W) AD(       ) 3
 AV0776
 AV0776.Superseded values are not recommended for survey control.
 AV0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0776.See file dsdata.txt to determine how the superseded data were derived.
 AV0776
 AV0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9107711594(NAD 83)
 AV0776_MARKER: DS = TRIANGULATION STATION DISK
 AV0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0776
 AV0776  HISTORY     - Date     Condition        Report By
 AV0776  HISTORY     - 1934     MONUMENTED       CGS
 AV0776  HISTORY     - 1947     GOOD             CGS
 AV0776
 AV0776                          STATION DESCRIPTION
 AV0776
 AV0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0776'STATION IS ON THE N SIDE OF THE INTRACOASTAL CANAL, ABOUT 10
 AV0776'STATUTE MILES BY WATER SE OF GRAND LAKE FERRY AND APPROXIMATELY
 AV0776'3-1/2 STATUTE MILES W OF THE JUNCTION OF THE INTRACOASTAL CANAL
 AV0776'AND THE NORTH AMERICAN LAND AND TIMBER COMPANY CANAL, ON THE SPOIL
 AV0776'BANK 25 METERS N OF THE N BANK OF THE INTRACOASTAL CANAL,
 AV0776'30 METERS E OF THE E END OF A GAP (ABOUT 100 METERS LONG)
 AV0776'IN THE SPOIL BANK.  IT IS ABOUT 1/4 MILE E OF A SMALL CANAL
 AV0776'THAT RUNS N INTO THE MARSH.
 AV0776'
 AV0776'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AV0776'THE TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 AV0776'
 AV0776'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 AV0776
 AV0776                          STATION RECOVERY (1947)
 AV0776
 AV0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0776'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK
 AV0776'RECOVERED IN POOR CONDITION.  THE EARTH AROUND THE MARK
 AV0776'HAS BEEN WASHED AWAY AND THE STATION RESTS UNFIRM IN GROUND.
 AV0776'REFERENCE MARK SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3127 ***********************************************************************
 CP3127  DESIGNATION -  MIDWAY
 CP3127  PID         -  CP3127
 CP3127  STATE/COUNTY-  LA/WEST CARROLL
 CP3127  USGS QUAD   -  WHITNEY ISLAND NORTH (1986)
 CP3127
 CP3127                         *CURRENT SURVEY CONTROL
 CP3127  ___________________________________________________________________
 CP3127* NAD 83(1992)-  32 40 02.69296(N)    091 37 39.74446(W)     ADJUSTED  
 CP3127* NAVD 88     -        25.7    (meters)      84.     (feet)  VERTCON   
 CP3127  ___________________________________________________________________
 CP3127  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CP3127  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP3127
 CP3127  HORZ ORDER  -  SECOND
 CP3127
 CP3127.The horizontal coordinates were established by classical geodetic methods
 CP3127.and adjusted by the National Geodetic Survey in January 1993..
 CP3127
 CP3127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3127
 CP3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3127
 CP3127.The geoid height was determined by GEOID03.
 CP3127
 CP3127;                    North         East     Units Scale Factor Converg.
 CP3127;SPC LA N     -   240,649.179 1,081,822.202   MT  1.00000017   +0 27 40.3
 CP3127;SPC LA N     -   789,529.85  3,549,278.34   sFT  1.00000017   +0 27 40.3
 CP3127;UTM  15      - 3,615,249.350   628,677.886   MT  0.99980417   +0 44 26.9
 CP3127
 CP3127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3127!SPC LA N     -   1.00000004  x   1.00000017  =   1.00000021
 CP3127!UTM  15      -   1.00000004  x   0.99980417  =   0.99980421
 CP3127
 CP3127|---------------------------------------------------------------------|
 CP3127| PID    Reference Object                     Distance      Geod. Az  |
 CP3127|                                                           dddmmss.s |
 CP3127| CP2490 MIDWAY RM 1                          56.693 METERS 03521     |
 CP3127| CP2489 MIDWAY AZ MK                                       0454428.4 |
 CP3127| CP3118 EPPS TRUNK GAS STA KKE 832          APPROX. 7.3 KM 1365300.2 |
 CP3127| CY5049 MIDWAY RM 2                          45.565 METERS 16723     |
 CP3127| CP3126 EPPS TEX PIPE STA KKL 70            APPROX. 4.5 KM 1783059.5 |
 CP3127| CP3124 OAK RIDGE ATT MICROWAVE KKT 26      APPROX.10.9 KM 2410403.2 |
 CP3127|---------------------------------------------------------------------|
 CP3127
 CP3127                          SUPERSEDED SURVEY CONTROL
 CP3127
 CP3127  NAD 83(1986)-  32 40 02.70491(N)    091 37 39.73736(W) AD(       ) 2
 CP3127  NAD 27      -  32 40 02.21275(N)    091 37 39.30027(W) AD(       ) 2
 CP3127  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 CP3127
 CP3127.Superseded values are not recommended for survey control.
 CP3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3127.See file dsdata.txt to determine how the superseded data were derived.
 CP3127
 CP3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2867815249(NAD 83)
 CP3127_MARKER: DS = TRIANGULATION STATION DISK
 CP3127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3127
 CP3127  HISTORY     - Date     Condition        Report By
 CP3127  HISTORY     - 1970     MONUMENTED       NGS
 CP3127
 CP3127                          STATION DESCRIPTION
 CP3127
 CP3127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3127'NO MEASUREMENT BETWEEN RM 1-RM 2 DUE TO FENCE ON LINE.
 CP3127'
 CP3127'STATION IS LOCATED ABOUT 14 MILES NORTH OF HOLLY RIDGE, 10
 CP3127'MILES WEST OF DARNELL, 9 MILES NORTHEAST OF OAK RIDGE, 9 MILES
 CP3127'SOUTH-SOUTHWEST OF GOODWILL, AND 6 MILES NORTHEAST
 CP3127'OF HEGWOOD.  IT IS NEAR THE CORNERS OF SECTIONS 2, 3, 34 AND 35,
 CP3127'T 19 N, R 8 E AND ON PROPERTY OWNED BY MR. WOODROW HOLLEY,
 CP3127'ROUTE 2 BOX 464, RAYVILLE, LOUISIANA 71269.
 CP3127'
 CP3127'TO REACH FROM HOLLY RIDGE, FROM THE JUNCTION OF U.S. HIGHWAY
 CP3127'80 AND STATE HIGHWAY 183, GO NORTH ON STATE HIGHWAY 183 FOR
 CP3127'10.4 MILES TO CROSSROADS AND THE JUNCTION OF STATE HIGHWAYS
 CP3127'183 FOR 10.4 MILES TO CROSSROADS AND THE JUNCTION OF STATE
 CP3127'HIGHWAYS 183, 134 AND 585, CONTINUE NORTH ON STATE HIGHWAY
 CP3127'585 FOR 2.55 MILES TO CROSSROADS AND SIGN
 CP3127'MIDWAY CHURCH.  CONTINUE NORTH ON STATE HIGHWAY 585 FOR 0.9
 CP3127'MILE TO A METAL GATE ON THE LEFT, JUST AFTER PASSING MR.
 CP3127'HOLLEYS HOUSE AND JUST BEFORE ROAD MAKES A CURVE TO
 CP3127'THE EAST.  (TO REACH THE AZIMUTH MARK FROM THIS POINT
 CP3127'CONTINUE NORTHEASTERLY ON STATE HIGHWAY 585 FOR 0.35 MILE TO
 CP3127'THE AZIMUTH MARK ON THE RIGHT, AS DESCRIBED).  TURN
 CP3127'LEFT PASSING THRU GATE AND STATION, AS DESCRIBED.
 CP3127'
 CP3127'STATION MARKS ARE STANDARD DISKS STAMPED MIDWAY 1970.  THE
 CP3127'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3127'CONCRETE MONUMENT THAT IS 18 INCHES BELOW GROUND SURFACE.  IT
 CP3127'IS 100 FEET NORTHWEST OF THE CENTER OF A METAL GATE, 95 FEET
 CP3127'WEST OF THE CENTERLINE OF STATE HIGHWAY 585, 31 FEET
 CP3127'SOUTH-SOUTHEAST OF AN 18 INCH OAK TREE AND 19 FEET
 CP3127'EAST-NORTHEAST OF A SMALL SHED.  THE UNDERGROUND MARK IS
 CP3127'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES
 CP3127'BELOW THE GROUND SURFACE.
 CP3127'
 CP3127'REFERENCE MARK 1, A STANDARD DISK STAMPED MIDWAY NO 1 1970,
 CP3127'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3127'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET WEST
 CP3127'OF THE CENTERLINE OF HIGHWAY, 10 FEET WEST OF FENCELINE AND
 CP3127'1 FOOT SOUTH OF UTILITY POLE.
 CP3127'
 CP3127'REFERENCE MARK 2, A STANDARD DISK STAMPED MIDWAY NO 2 1970,
 CP3127'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3127'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET SOUTH
 CP3127'OF THE CENTER OF A METAL GATE, 40 FEET WEST OF THE CENTERLINE
 CP3127'OF HIGHWAY AND 0.8 FOOT WEST OF FENCELINE.
 CP3127'
 CP3127'THE AZIMUTH MARK, A STANDARD DISK STAMPED MIDWAY 1970, IS
 CP3127'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3127'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 121 FEET
 CP3127'NORTHEAST OF THE CENTER OF DRIVEWAY, 35 FEET EAST-SOUTHEAST
 CP3127'OF THE CENTERLINE OF HIGHWAY, 22 FEET NORTHWEST OF UTILITY
 CP3127'POLE AND 3.9 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST
 CP3127'WITH SIGN ATTACHED.
 CP3127'
 CP3127'HEIGHT OF LIGHT ABOVE STATION MARK 35.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2489 ***********************************************************************
 CP2489  DESIGNATION -  MIDWAY AZ MK
 CP2489  PID         -  CP2489
 CP2489  STATE/COUNTY-  LA/WEST CARROLL
 CP2489  USGS QUAD   -  BEAR SKIN (1986)
 CP2489
 CP2489                         *CURRENT SURVEY CONTROL
 CP2489  ___________________________________________________________________
 CP2489* NAD 83(1986)-  32 40 15.     (N)    091 37 17.     (W)     SCALED    
 CP2489* NAVD 88     -        27.012  (meters)      88.62   (feet)  ADJUSTED  
 CP2489  ___________________________________________________________________
 CP2489  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP2489  DYNAMIC HT  -          26.982 (meters)      88.52  (feet)  COMP
 CP2489  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 CP2489
 CP2489  VERT ORDER  -  SECOND    CLASS I
 CP2489
 CP2489.The horizontal coordinates were scaled from a topographic map and have
 CP2489.an estimated accuracy of +/- 6 seconds.
 CP2489
 CP2489.The orthometric height was determined by differential leveling
 CP2489.and adjusted by the National Geodetic Survey in June 1991..
 CP2489
 CP2489.The geoid height was determined by GEOID03.
 CP2489
 CP2489.The dynamic height is computed by dividing the NAVD 88
 CP2489.geopotential number by the normal gravity value computed on the
 CP2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2489.degrees latitude (g = 980.6199 gals.).
 CP2489
 CP2489.The modeled gravity was interpolated from observed gravity values.
 CP2489
 CP2489;                    North         East    Units  Estimated Accuracy
 CP2489;SPC LA N     -   241,030.    1,082,410.      MT  (+/- 180 meters Scaled)
 CP2489
 CP2489                          SUPERSEDED SURVEY CONTROL
 CP2489
 CP2489.No superseded survey control is available for this station.
 CP2489
 CP2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS292156(NAD 83)
 CP2489_MARKER: DZ = AZIMUTH MARK DISK
 CP2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2489_SP_SET: CONCRETE POST
 CP2489_STAMPING: MIDWAY 1970
 CP2489_MARK LOGO: NGS   
 CP2489_PROJECTION: FLUSH
 CP2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2489+STABILITY: SURFACE MOTION
 CP2489
 CP2489  HISTORY     - Date     Condition        Report By
 CP2489  HISTORY     - 1970     MONUMENTED       NGS
 CP2489  HISTORY     - 1985     GOOD             LADTD
 CP2489
 CP2489                          STATION DESCRIPTION
 CP2489
 CP2489'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2489'23.3 KM (14.5 MI) NORTH FROM HOLLY RIDGE.
 CP2489'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2489'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE JUNCTION
 CP2489'OF STATE HIGHWAYS 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134
 CP2489'FOR 2.7 KM (1.6 MI) TO THE JUNCTION OF STATE HIGHWAYS 134 AND 585,
 CP2489'CONTINUE NORTH ON STATE HIGHWAY 585 FOR 6.3 KM (3.9 MI) TO THE
 CP2489'AZIMUTH MARK ON THE SOUTHEAST SIDE OF THE HIGHWAY NEAR A FENCE CORNER
 CP2489'POST, 36.9 METERS (121 FEET) NORTHEAST OF THE CENTER OF A DRIVEWAY
 CP2489'LEADING TO A HOUSE, 10.7 METERS (35 FEET) EAST-SOUTHEAST OF THE
 CP2489'CENTERLINE OF THE HIGHWAY AND 6.7 METERS (22 FEET) NORTHWEST OF A
 CP2489'POWER POLE.
 CP2489'THE MARK IS 1.19 METERS  SSE FROM A WITNESS POST.
 CP2489'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2490 ***********************************************************************
 CP2490  DESIGNATION -  MIDWAY RM 1
 CP2490  PID         -  CP2490
 CP2490  STATE/COUNTY-  LA/WEST CARROLL
 CP2490  USGS QUAD   -  WHITNEY ISLAND NORTH (1986)
 CP2490
 CP2490                         *CURRENT SURVEY CONTROL
 CP2490  ___________________________________________________________________
 CP2490* NAD 83(1986)-  32 40 03.     (N)    091 37 38.     (W)     SCALED    
 CP2490* NAVD 88     -        26.416  (meters)      86.67   (feet)  ADJUSTED  
 CP2490  ___________________________________________________________________
 CP2490  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP2490  DYNAMIC HT  -          26.387 (meters)      86.57  (feet)  COMP
 CP2490  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CP2490
 CP2490  VERT ORDER  -  SECOND    CLASS I
 CP2490
 CP2490.The horizontal coordinates were scaled from a topographic map and have
 CP2490.an estimated accuracy of +/- 6 seconds.
 CP2490
 CP2490.The orthometric height was determined by differential leveling
 CP2490.and adjusted by the National Geodetic Survey in June 1991..
 CP2490
 CP2490.The geoid height was determined by GEOID03.
 CP2490
 CP2490.The dynamic height is computed by dividing the NAVD 88
 CP2490.geopotential number by the normal gravity value computed on the
 CP2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2490.degrees latitude (g = 980.6199 gals.).
 CP2490
 CP2490.The modeled gravity was interpolated from observed gravity values.
 CP2490
 CP2490;                    North         East    Units  Estimated Accuracy
 CP2490;SPC LA N     -   240,660.    1,081,870.      MT  (+/- 180 meters Scaled)
 CP2490
 CP2490                          SUPERSEDED SURVEY CONTROL
 CP2490
 CP2490.No superseded survey control is available for this station.
 CP2490
 CP2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS287152(NAD 83)
 CP2490_MARKER: DR = REFERENCE MARK DISK
 CP2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2490_SP_SET: CONCRETE POST
 CP2490_STAMPING: MIDWAY NO 1 1970
 CP2490_MARK LOGO: NGS   
 CP2490_PROJECTION: FLUSH
 CP2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2490+STABILITY: SURFACE MOTION
 CP2490
 CP2490  HISTORY     - Date     Condition        Report By
 CP2490  HISTORY     - 1970     MONUMENTED       NGS
 CP2490  HISTORY     - 1985     GOOD             LADTD
 CP2490
 CP2490                          STATION DESCRIPTION
 CP2490
 CP2490'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2490'22.8 KM (14.2 MI) NORTH FROM HOLLY RIDGE.
 CP2490'ABOUT 14.5 KM (9 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2490'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 IN HOLLY RIDGE TO THE JUNCTION
 CP2490'OF STATE HIGHWAYS 183 AND 134, CONTINUE NORTH ON STATE HIGHWAY 134
 CP2490'FOR 2.7 KM (1.6 MI) TO THE JUNCTION OF STATE HIGHWAYS 134 AND 585,
 CP2490'CONTINUE NORTH ON STATE HIGHWAY 585 FOR 5.8 KM (3.6 MI) TO THE
 CP2490'REFERENCE MARK ON THE WEST (LEFT) SIDE OF THE HIGHWAY SET IN THE
 CP2490'CURVE OF THE HIGHWAY NEAR A POWER POLE, 0.08KM (0.05 MI) NORTH OF THE
 CP2490'WEST CARROLL PARISH LINE MARKER, 14.9 METERS (49 FEET) WEST OF THE
 CP2490'CENTERLINE OF THE HIGHWAY AND 0.31 METERS (1 FOOT) SOUTH OF A POWER
 CP2490'POLE.
 CP2490'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1042 ***********************************************************************
 AT1042  DESIGNATION -  MIKE
 AT1042  PID         -  AT1042
 AT1042  STATE/COUNTY-  LA/PLAQUEMINES
 AT1042  USGS QUAD   -  PILOTTOWN (1993)
 AT1042
 AT1042                         *CURRENT SURVEY CONTROL
 AT1042  ___________________________________________________________________
 AT1042* NAD 83(1992)-  29 08 36.48673(N)    089 15 37.25433(W)     ADJUSTED  
 AT1042* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1042  **This station is located in a subsidence area (see below).
 AT1042  ___________________________________________________________________
 AT1042  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AT1042  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT1042
 AT1042  HORZ ORDER  -  SECOND
 AT1042
 AT1042.The horizontal coordinates were established by classical geodetic methods
 AT1042.and adjusted by the National Geodetic Survey in January 1993..
 AT1042
 AT1042 ** The orthometric height has not been validated since last determined
 AT1042 ** by differential leveling and should not be used for control purposes.
 AT1042 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1042 ** area with valid NAVD 88 orthometric heights.
 AT1042 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1042 ** epoch indicated which incorporates improved geoid heights for the
 AT1042 ** Southern Louisiana Subsidence area.
 AT1042 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1042.The orthometric height was scaled from a topographic map.
 AT1042
 AT1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1042
 AT1042.The geoid height was determined by GEOID03.
 AT1042
 AT1042;                    North         East     Units Scale Factor Converg.
 AT1042;SPC LA S     -    73,152.032 1,201,706.257   MT  1.00003682   +1 02 11.5
 AT1042;SPC LA S     -   239,999.62  3,942,597.94   sFT  1.00003682   +1 02 11.5
 AT1042;UTM  16      - 3,225,993.805   280,116.715   MT  1.00019665   -1 06 04.4
 AT1042
 AT1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1042!SPC LA S     -   1.00000375  x   1.00003682  =   1.00004057
 AT1042!UTM  16      -   1.00000375  x   1.00019665  =   1.00020040
 AT1042
 AT1042|---------------------------------------------------------------------|
 AT1042| PID    Reference Object                     Distance      Geod. Az  |
 AT1042|                                                           dddmmss.s |
 AT1042| DD7442 MIKE RM 1                            16.477 METERS 01057     |
 AT1042| AT1044 HEAD OF PASS WEST JETTY LIGHT       APPROX. 1.0 KM 0583354.5 |
 AT1042| DD7443 MIKE RM 2                            18.229 METERS 27938     |
 AT1042|---------------------------------------------------------------------|
 AT1042
 AT1042                          SUPERSEDED SURVEY CONTROL
 AT1042
 AT1042  NAD 83(1986)-  29 08 36.49124(N)    089 15 37.26611(W) AD(       ) 2
 AT1042  NAD 27      -  29 08 35.68298(N)    089 15 37.07886(W) AD(       ) 2
 AT1042
 AT1042.Superseded values are not recommended for survey control.
 AT1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1042.See file dsdata.txt to determine how the superseded data were derived.
 AT1042
 AT1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8011725994(NAD 83)
 AT1042_MARKER: DS = TRIANGULATION STATION DISK
 AT1042_SETTING: 0 = UNSPECIFIED SETTING
 AT1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1042
 AT1042  HISTORY     - Date     Condition        Report By
 AT1042  HISTORY     - 1966     MONUMENTED       CGS
 AT1042  HISTORY     - 1969     GOOD             CGS
 AT1042  HISTORY     - 1970     GOOD             NGS
 AT1042
 AT1042                          STATION DESCRIPTION
 AT1042
 AT1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1042'THE STATION IS LOCATED ON THE WEST BANK OF THE MISSISSIPPI RIVER,
 AT1042'ABOUT 3/4 MILE
 AT1042'WEST OF THE COAST GUARD STATION AT THE HEAD OF THE
 AT1042'PASSES, 2-1/2 MILES SOUTH OF
 AT1042'PILOTTOWN AND 11 MILES SOUTHEAST OF
 AT1042'VENICE.
 AT1042'
 AT1042'THE STATION MARK IS A STANDARD DISK STAMPED MIKE 1966, CRIMPED TO THE
 AT1042'TOP OF A 5/8 INCH
 AT1042'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT1042'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT1042'PROJECTS 2.2 FEET.  IT IS 3.3 FEET
 AT1042'EAST OF A METAL WITNESS POST, 55 FEET
 AT1042'SOUTH-SOUTHWEST OF POST WITH
 AT1042'SIGN NUMBER 13 AND ABOUT 120 FEET WEST OF THE WATER LINE
 AT1042'OF THE
 AT1042'RIVER.
 AT1042'
 AT1042'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MIKE NO 1 1966,
 AT1042'CRIMPED TO THE TOP
 AT1042'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1042'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1042'PIPE WHICH PROJECTS 2.7 FEET.
 AT1042'IT IS 22 FEET WEST OF THE NUMBER 13 SIGN AND 56 FEET
 AT1042'NORTH-NORTHEAST
 AT1042'OF THE METAL WITNESS POST.
 AT1042'
 AT1042'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MIKE NO 2 1966,
 AT1042'CRIMPED TO THE TOP
 AT1042'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1042'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1042'PIPE WHICH PROJECTS 2.1 FEET.
 AT1042'IT IS 57 FEET WEST-NORTHWEST OF THE METAL WITNESS POST
 AT1042'AND 96 FEET
 AT1042'WESTSOUTHWEST OF THENUMBER 13 SIGN.
 AT1042'NOTE-THIS STATION CAN BE REACHED BY BOAT, FLOATPLANE, OR HELICOPTER.
 AT1042
 AT1042                          STATION RECOVERY (1969)
 AT1042
 AT1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1042'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1042'AFTER HURRICANE CAMILLE.  THE RMS WERE IN GOOD CONDITION.
 AT1042
 AT1042                          STATION RECOVERY (1970)
 AT1042
 AT1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1042'THE STATION WAS VISITED 3-31-70.  THE STATION MARK AND REFERENCE
 AT1042'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A 4-FOOT
 AT1042'WOODEN STAND IS IN PLACE OVER THE STATION MARK.  REFERENCE MARK NO.
 AT1042'1 WAS SEARCHED FOR BUT NOT FOUND AND HAS APPARENTLY BEEN DESTROYED.
 AT1042'THE 1966 DESCRIPTION IS ADEQUATE.
 AT1042'
 AT1042'THE STATION WAS NOT OCCUPIED AT THIS TIME.  IT WAS USED TO SHOW
 AT1042'LIGHT FROM TO REPAIR STATION HEAD 3 1966 AND NEEDS A NEW REFERENCE
 AT1042'MARK.
 AT1042'
 AT1042'STATION HEAD 3 1966 CAN BE USED FOR THE AZIMUTH.  IT IS 865.644
 AT1042'METERS EAST OF AND ACROSS THE RIVER FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2516 ***********************************************************************
 AU2516  DESIGNATION -  MIKE 1955
 AU2516  PID         -  AU2516
 AU2516  STATE/COUNTY-  LA/IBERIA
 AU2516  USGS QUAD   -  MOUND POINT (1978)
 AU2516
 AU2516                         *CURRENT SURVEY CONTROL
 AU2516  ___________________________________________________________________
 AU2516* NAD 83(1992)-  29 28 21.39273(N)    091 49 15.53914(W)     ADJUSTED  
 AU2516* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AU2516  ___________________________________________________________________
 AU2516  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU2516  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU2516
 AU2516  HORZ ORDER  -  SECOND
 AU2516
 AU2516.The horizontal coordinates were established by classical geodetic methods
 AU2516.and adjusted by the National Geodetic Survey in January 1993..
 AU2516
 AU2516.The orthometric height was scaled from a topographic map.
 AU2516
 AU2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2516
 AU2516.The geoid height was determined by GEOID03.
 AU2516
 AU2516;                    North         East     Units Scale Factor Converg.
 AU2516;SPC LA S     -   107,910.334   952,703.353   MT  0.99996795   -0 14 37.8
 AU2516;SPC LA S     -   354,035.82  3,125,660.92   sFT  0.99996795   -0 14 37.8
 AU2516;UTM  15      - 3,260,927.234   614,314.092   MT  0.99976124   +0 34 48.5
 AU2516
 AU2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2516!SPC LA S     -   1.00000365  x   0.99996795  =   0.99997160
 AU2516!UTM  15      -   1.00000365  x   0.99976124  =   0.99976489
 AU2516
 AU2516                          SUPERSEDED SURVEY CONTROL
 AU2516
 AU2516  NAD 83(1986)-  29 28 21.41787(N)    091 49 15.53247(W) AD(       ) 2
 AU2516  NAD 27      -  29 28 20.63700(N)    091 49 15.10400(W) AD(       ) 2
 AU2516
 AU2516.Superseded values are not recommended for survey control.
 AU2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2516.See file dsdata.txt to determine how the superseded data were derived.
 AU2516
 AU2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1431460927(NAD 83)
 AU2516_MARKER: DT = TOPOGRAPHIC STATION DISK
 AU2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2516+STABILITY: SURFACE MOTION
 AU2516
 AU2516  HISTORY     - Date     Condition        Report By
 AU2516  HISTORY     - 1955     MONUMENTED       CGS
 AU2516  HISTORY     - 1979     MARK NOT FOUND   NGS
 AU2516
 AU2516                          STATION DESCRIPTION
 AU2516
 AU2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AU2516'THE STATION IS LOCATED ON THE CREST OF A LOW SHELL RIDGE
 AU2516'WHICH LIES ON THE MOST SOUTHERLY POINT OF MARSH ISLAND AND
 AU2516'ABOUT 100 METERS EAST OF THE MOUTH OF OYSTER BAYOU.  THE AREA
 AU2516'IN THE VICINITY OF THE STATION IS COVERED WITH A DENSE GROWTH
 AU2516'OF THORN TREES AND CACTUS.
 AU2516'
 AU2516'THE STATION MAY BE REACHED BY BOAT FROM VERMILION BAY BY
 AU2516'FOLLOWING VARIOUS BAYOUS ACROSS MARSH ISLAND TO THE MOUTH OF
 AU2516'OYSTER BAYOU.  THE GULF OF MEXICO, TO THE SOUTH OF THE STATION,
 AU2516'IS TOO SHALLOW TO PERMIT A LANDING FROM THE SEA.  BOATS MAY
 AU2516'BE OBTAINED AT INTRACOASTAL CITY FOR TRANSPORTATION TO THIS
 AU2516'STATION.
 AU2516'
 AU2516'REFERENCE MARK NUMBER 2 IS A STANDARD U.S.C. AND G.S. TOPOGRAPHIC
 AU2516'STATION DISK, STAMPED MIKE 1948, SET IN THE TOP OF A STOVE
 AU2516'PIPE WHICH IS FILLED WITH CONCRETE.  IT PROJECTS ABOUT 8
 AU2516'INCHES AND LIES ABOUT 2 FEET LOWER THAN THE STATION.
 AU2516
 AU2516                          STATION RECOVERY (1979)
 AU2516
 AU2516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2516'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  IT IS
 AU2516'PRESUMED LOST TO EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2783 ***********************************************************************
 CQ2783  DESIGNATION -  MILAN
 CQ2783  PID         -  CQ2783
 CQ2783  STATE/COUNTY-  LA/CALDWELL
 CQ2783  USGS QUAD   -  COLUMBIA (1989)
 CQ2783
 CQ2783                         *CURRENT SURVEY CONTROL
 CQ2783  ___________________________________________________________________
 CQ2783* NAD 83(1992)-  32 04 43.50378(N)    092 01 25.89509(W)     ADJUSTED  
 CQ2783* NAVD 88     -        19.5    (meters)      64.     (feet)  VERTCON   
 CQ2783  ___________________________________________________________________
 CQ2783  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CQ2783  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ2783
 CQ2783  HORZ ORDER  -  SECOND
 CQ2783
 CQ2783.The horizontal coordinates were established by classical geodetic methods
 CQ2783.and adjusted by the National Geodetic Survey in January 1993..
 CQ2783
 CQ2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2783
 CQ2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2783
 CQ2783.The geoid height was determined by GEOID03.
 CQ2783
 CQ2783;                    North         East     Units Scale Factor Converg.
 CQ2783;SPC LA N     -   175,142.954 1,044,949.690   MT  0.99991867   +0 15 06.2
 CQ2783;SPC LA N     -   574,614.84  3,428,305.77   sFT  0.99991867   +0 15 06.2
 CQ2783;UTM  15      - 3,549,581.505   592,124.728   MT  0.99970466   +0 31 06.4
 CQ2783
 CQ2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2783!SPC LA N     -   1.00000098  x   0.99991867  =   0.99991965
 CQ2783!UTM  15      -   1.00000098  x   0.99970466  =   0.99970564
 CQ2783
 CQ2783|---------------------------------------------------------------------|
 CQ2783| PID    Reference Object                     Distance      Geod. Az  |
 CQ2783|                                                           dddmmss.s |
 CQ2783| CY5051 MILAN RM 1                           14.022 METERS 12639     |
 CQ2783| CY5050 MILAN AZ MK                                        1265040.1 |
 CQ2783| CQ2780 COLUMBIA HTS MICROWAVE KKL 442      APPROX. 6.6 KM 2793218.6 |
 CQ2783| CY5052 MILAN RM 2                           13.272 METERS 29150     |
 CQ2783| CQ2784 MILAN LADH A PT 1971                 10.675 METERS 32308     |
 CQ2783|---------------------------------------------------------------------|
 CQ2783
 CQ2783                          SUPERSEDED SURVEY CONTROL
 CQ2783
 CQ2783  NAD 83(1986)-  32 04 43.51777(N)    092 01 25.88714(W) AD(       ) 2
 CQ2783  NAD 27      -  32 04 42.95022(N)    092 01 25.40537(W) AD(       ) 2
 CQ2783  NGVD 29 (07/19/86)   19.5    (m)           64.     (f) VERT ANG       
 CQ2783
 CQ2783.Superseded values are not recommended for survey control.
 CQ2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2783.See file dsdata.txt to determine how the superseded data were derived.
 CQ2783
 CQ2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9212549582(NAD 83)
 CQ2783_MARKER: DD = SURVEY DISK
 CQ2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2783
 CQ2783  HISTORY     - Date     Condition        Report By
 CQ2783  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2783
 CQ2783                          STATION DESCRIPTION
 CQ2783
 CQ2783'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2783'THE STATION IS LOCATED 4 MILES SOUTHEAST OF COLUMBIA, 5.5 MILES
 CQ2783'NORTHEAST OF GRAYSON, IN THE SOUTHEAST 1/4 OF SECTION 25,
 CQ2783'T13N, R4E, AND ON THE PROPERTY OWNED BY MATT V. MILAN, JR.,
 CQ2783'ADDRESS WINNFIELD, LOUISIANA, TELEPHONE 628-6856.
 CQ2783'
 CQ2783'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA, GO NORTH
 CQ2783'ON U.S. HIGHWAY 165 FOR 0.8 MILE TO THE INTERSECTION WITH STATE
 CQ2783'HIGHWAY 4, TURN RIGHT ON HIGHWAY 4, AND GO EAST AND SOUTH FOR 4.7
 CQ2783'MILES TO THE STATION WHICH IS SET ON THE LEFT AND NORTHEAST OF
 CQ2783'THE HIGHWAY NEAR A CATTLE PEN.
 CQ2783'
 CQ2783'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHEAST ALONG
 CQ2783'STATE HIGHWAY 4 FOR 0.4 MILE TO THE INTERSECTION WITH STATE HIGHWAY
 CQ2783'559.  THE MARK IS SET SOUTHWEST OF THE INTERSECTION NEAR AN OAK
 CQ2783'TREE.
 CQ2783'
 CQ2783'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2783'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2783'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2783'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2783'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2783'SURFACE.  THEY ARE STAMPED MILAN 1971.  THE MARK IS 70 FEET
 CQ2783'SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 52 FEET
 CQ2783'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 4, 30 FEET
 CQ2783'NORTH-NORTHEAST OF THE WEST END OF A METAL CULVERT, 3 FEET
 CQ2783'SOUTH OF A FENCE CORNER, AND 2 FEET SOUTH-SOUTHWEST OF A METAL
 CQ2783'WITNESS POST AND SIGN.
 CQ2783'
 CQ2783'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2783'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2783'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2783'IS STAMPED MILAN R.M. 1 1971. IT IS 46 FEET NORTH-NORTHEAST OF
 CQ2783'THE CENTER OF STATE HIGHWAY 4, 38 FEET SOUTH-SOUTHWEST OF THE
 CQ2783'SOUTHWEST CORNER OF AN OLD HOUSE, 31 FEET NORTHEAST OF THE EAST
 CQ2783'END OF A METAL CULVERT, AND 16 FEET SOUTHEAST OF A METAL GATE.
 CQ2783'
 CQ2783'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2783'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2783'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2783'IS STAMPED MILAN R.M. 2 1971.  IT IS 49 FEET EAST-SOUTHEAST OF A
 CQ2783'NORTH - SOUTH FENCE, 46 FEET NORTH-NORTHEAST OF THE CENTER OF
 CQ2783'STATE HIGHWAY 4, 26 FEET EAST OF A POWER POLE, AND 13 FEET
 CQ2783'NORTH-NORTHEAST OF AN EAST-WEST FENCE.
 CQ2783'
 CQ2783'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2783'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2783'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 CQ2783'STAMPED MILAN AZ.MK. 1971.  IT IS 68 FEET SOUTH-SOUTHWEST OF THE
 CQ2783'CENTER OF STATE HIGHWAY 559 AT THE JUNCTION OF STATE HIGHWAY 4,
 CQ2783'53 FEET NORTH OF A 10 INCH MAGNOLIA TREE, 45 FEET NORTH OF THE
 CQ2783'EAST END OF A DRIVE TO A HOUSE, 30 FEET NORTHEAST OF A 30 INCH
 CQ2783'OAK TREE, AND 4.5 FEET SOUTHWEST OF A METAL WITNESS POST AND
 CQ2783'SIGN.
 CQ2783'
 CQ2783'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1152 ***********************************************************************
 AT1152  DESIGNATION -  MILAN
 AT1152  PID         -  AT1152
 AT1152  STATE/COUNTY-  LA/PLAQUEMINES
 AT1152  USGS QUAD   -  PORT SULPHUR (1993)
 AT1152
 AT1152                         *CURRENT SURVEY CONTROL
 AT1152  ___________________________________________________________________
 AT1152* NAD 83(1992)-  29 28 04.87874(N)    089 40 50.10145(W)     ADJUSTED  
 AT1152* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1152  **This station is located in a subsidence area (see below).
 AT1152  ___________________________________________________________________
 AT1152  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AT1152  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AT1152
 AT1152  HORZ ORDER  -  FIRST
 AT1152
 AT1152.The horizontal coordinates were established by classical geodetic methods
 AT1152.and adjusted by the National Geodetic Survey in January 1993..
 AT1152
 AT1152 ** The orthometric height has not been validated since last determined
 AT1152 ** by differential leveling and should not be used for control purposes.
 AT1152 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1152 ** area with valid NAVD 88 orthometric heights.
 AT1152 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1152 ** epoch indicated which incorporates improved geoid heights for the
 AT1152 ** Southern Louisiana Subsidence area.
 AT1152 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1152.The orthometric height was scaled from a topographic map.
 AT1152
 AT1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1152
 AT1152.The geoid height was determined by GEOID03.
 AT1152
 AT1152;                    North         East     Units Scale Factor Converg.
 AT1152;SPC LA S     -   108,457.302 1,160,300.735   MT  0.99996869   +0 49 35.0
 AT1152;SPC LA S     -   355,830.33  3,806,753.33   sFT  0.99996869   +0 49 35.0
 AT1152;UTM  16      - 3,262,833.081   240,046.848   MT  1.00043390   -1 19 09.9
 AT1152
 AT1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1152!SPC LA S     -   1.00000384  x   0.99996869  =   0.99997253
 AT1152!UTM  16      -   1.00000384  x   1.00043390  =   1.00043775
 AT1152
 AT1152|---------------------------------------------------------------------|
 AT1152| PID    Reference Object                     Distance      Geod. Az  |
 AT1152|                                                           dddmmss.s |
 AT1152| AT0203 233/3 CAP MRC                       134.450 METERS 05729     |
 AT1152| AT1103 HARRIS BAYOU NAV LIGHT F RNG        APPROX. 7.3 KM 1015753.5 |
 AT1152| AT1150 HOMEPLACE NAVIGATION LIGHT          APPROX. 2.6 KM 1160315.1 |
 AT1152| AT1107 TROPICAL BEND LIGHT                 APPROX.10.4 KM 1353548.9 |
 AT1152| AT1108 EMPIRE CHURCH SPIRE                 APPROX.11.8 KM 1375148.1 |
 AT1152| AT1121 ADAMS BAY OIL DERRICK               APPROX.14.1 KM 1525252.1 |
 AT1152| AT1120 ADAMS BAY SHORT WATER TANK          APPROX.14.1 KM 1530519.1 |
 AT1152| AT0198 MILAN RM 1                           44.115 METERS 19143     |
 AT1152| AT0199 MILAN RM 2                           43.390 METERS 26711     |
 AT1152| DD7444 MILAN AZ MK                                        3140639.5 |
 AT1152| AT1155 POTASH NAVIGATION LIGHT             APPROX. 2.3 KM 3193117.9 |
 AT1152|---------------------------------------------------------------------|
 AT1152
 AT1152                          SUPERSEDED SURVEY CONTROL
 AT1152
 AT1152  NAD 83(1986)-  29 28 04.88836(N)    089 40 50.10783(W) AD(       ) 1
 AT1152  NAD 27      -  29 28 04.10500(N)    089 40 49.87700(W) AD(       ) 1
 AT1152
 AT1152.Superseded values are not recommended for survey control.
 AT1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1152.See file dsdata.txt to determine how the superseded data were derived.
 AT1152
 AT1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4004762833(NAD 83)
 AT1152_MARKER: DS = TRIANGULATION STATION DISK
 AT1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1152+STABILITY: SURFACE MOTION
 AT1152
 AT1152  HISTORY     - Date     Condition        Report By
 AT1152  HISTORY     - 1934     MONUMENTED       CGS
 AT1152
 AT1152                          STATION DESCRIPTION
 AT1152
 AT1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1152'STATION IS 1/2
 AT1152'MILE NW OF THE
 AT1152'VILLAGE OF HOMEPLACE WHICH IS 45 MILES SE OF THE
 AT1152'GRETNA POST OFFICE, 13.6 MILES NW
 AT1152'OF THE BURAS RAILROAD STATION,
 AT1152'82 FEET ENE OF STATE HIGHWAY 31, 47 FEET ENE OF THE
 AT1152'E RAIL OF THE
 AT1152'RAILROAD TRACKS, IN A VACANT LOT BELONGING TO A. MILAN, 1/4 MILE
 AT1152'W OF MR. MILANS
 AT1152'HOUSE, AND 36 FEET SE OF THE ROAD LEADING TO
 AT1152'HIS HOUSE.
 AT1152'
 AT1152'SURFACE UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AT1152'BRONZE DISKS SET
 AT1152'IN CONCRETE.
 AT1152'THE MARK IS SET ABOUT 12 INCHES
 AT1152'BELOW THE SURFACE OF THE GROUND.
 AT1152'
 AT1152'REFERENCE MARK NO. 1 IS IN BRUSHLAND, 35 FEET SW OF THE CENTER
 AT1152'LINE OF THE
 AT1152'HIGHWAY, AND 44.115 METERS (144.71 FEET) FROM THE
 AT1152'STATION S 11 DEG 44 MIN W.
 AT1152'REFERENCE MARK NO. 2 IS 5 FEET S OF
 AT1152'A DITCH IN BRUSHLAND, 20 FEET SW OF THE CENTER
 AT1152'LINE OF THE HIGHWAY,
 AT1152'AND 43.390 METERS (142.35 FEET) FROM THE STATION
 AT1152'S 87 DEG 31 MIN W.
 AT1152'AZIMUTH MARK IS IN THE FENCE LINE OF AN ORANGE GROVE.
 AT1152'15 FEET W OF THE CENTER LINE OF
 AT1152'THE HIGHWAY, 0.2 MILE SE OF THE
 AT1152'FREEPORT SULPHUR COMPANY LOADING STATION, AND 0.4
 AT1152'MILE FROM THE
 AT1152'STATION N 45 DEG 53 MIN W.  B.M. 2331/3 (M.R.C.) IS
 AT1152'134.450 METERS (441.11
 AT1152'FEET) FROM THE STATION N 57 DEG 29 MIN E AND
 AT1152'THE FINIAL OF THE WATER TANK OF
 AT1152'THE FREEPORT SULPHUR COMPANY
 AT1152'LOADING STATION IS 0.6 MILE FROM THE STATION N 66 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3334 ***********************************************************************
 AU3334  DESIGNATION -  MILAN
 AU3334  PID         -  AU3334
 AU3334  STATE/COUNTY-  LA/ORLEANS
 AU3334  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3334
 AU3334                         *CURRENT SURVEY CONTROL
 AU3334  ___________________________________________________________________
 AU3334* NAD 83(1992)-  29 54 49.60391(N)    090 05 59.68622(W)     ADJUSTED  
 AU3334* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 AU3334  **This station is located in a subsidence area (see below).
 AU3334  ___________________________________________________________________
 AU3334  X           -      -9,648.507 (meters)                     COMP
 AU3334  Y           -  -5,533,004.547 (meters)                     COMP
 AU3334  Z           -   3,162,083.483 (meters)                     COMP
 AU3334  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU3334  ELLIP HEIGHT-         -18.84  (meters)          (01/21/03) GPS OBS
 AU3334  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU3334  DYNAMIC HT  -           7.2   (meters)      24.    (feet)  COMP
 AU3334  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 AU3334
 AU3334  HORZ ORDER  -  FIRST
 AU3334  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3334  ELLP ORDER  -  FOURTH    CLASS II
 AU3334
 AU3334.The horizontal coordinates were established by GPS observations
 AU3334.and adjusted by the National Geodetic Survey in January 1993..
 AU3334
 AU3334 ** The orthometric height has not been validated since last determined
 AU3334 ** by differential leveling and should not be used for control purposes.
 AU3334 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3334 ** area with valid NAVD 88 orthometric heights.
 AU3334 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3334 ** epoch indicated which incorporates improved geoid heights for the
 AU3334 ** Southern Louisiana Subsidence area.
 AU3334 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3334.The orthometric height was scaled from a topographic map.
 AU3334.The vertical order pertains to the first NAVD 88 superseded value.
 AU3334
 AU3334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3334
 AU3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3334
 AU3334.The ellipsoidal height was determined by GPS observations
 AU3334.and is referenced to NAD 83.
 AU3334
 AU3334.The geoid height was determined by GEOID03.
 AU3334
 AU3334.The dynamic height is computed by dividing the NAVD 88
 AU3334.geopotential number by the normal gravity value computed on the
 AU3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3334.degrees latitude (g = 980.6199 gals.).
 AU3334
 AU3334.The modeled gravity was interpolated from observed gravity values.
 AU3334
 AU3334;                    North         East     Units Scale Factor Converg.
 AU3334;SPC LA S     -   157,350.353 1,119,099.890   MT  0.99992689   +0 37 00.2
 AU3334;SPC LA S     -   516,240.28  3,671,580.22   sFT  0.99992689   +0 37 00.2
 AU3334;UTM  15      - 3,312,767.320   780,008.698   MT  1.00056747   +1 26 49.9
 AU3334
 AU3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3334!SPC LA S     -   1.00000296  x   0.99992689  =   0.99992985
 AU3334!UTM  15      -   1.00000296  x   1.00056747  =   1.00057043
 AU3334
 AU3334                          SUPERSEDED SURVEY CONTROL
 AU3334
 AU3334  ELLIP H (01/21/93)  -18.83   (m)                       GP(       ) 4 2
 AU3334  NAD 83(1986)-  29 54 49.62025(N)    090 05 59.68537(W) AD(       ) 1
 AU3334  NAVD 88 (12/05/96)    7.227  (m)           23.71   (f) UNKNOWN     1 2
 AU3334  NAVD 88 (02/14/94)    7.225  (m)           23.70   (f) UNKNOWN     1 2
 AU3334  NGVD 29 (05/21/91)    7.285  (m)           23.90   (f) ADJUSTED    1 2
 AU3334
 AU3334.Superseded values are not recommended for survey control.
 AU3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3334.See file dsdata.txt to determine how the superseded data were derived.
 AU3334
 AU3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8000912767(NAD 83)
 AU3334_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AU3334_SP_SET: DOCK
 AU3334_STAMPING: MILAN OPE 1988
 AU3334_MARK LOGO: NGS   
 AU3334_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3334+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 AU3334
 AU3334  HISTORY     - Date     Condition        Report By
 AU3334  HISTORY     - 1988     MONUMENTED       LADTD
 AU3334  HISTORY     - 19890124 GOOD
 AU3334  HISTORY     - 19901121 GOOD             NGS
 AU3334  HISTORY     - 19941108 GOOD             NGS
 AU3334  HISTORY     - 19960515 GOOD             LADTD
 AU3334
 AU3334                          STATION DESCRIPTION
 AU3334
 AU3334'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3334'THE STATION IS LOCATED IN DOWNTOWN NEW ORLEANS NEAR THE SOUTH END OF
 AU3334'NAPOLEON AVE ABOUT 4.3 KM (2.65 MI) SOUTHWEST OF THE SUPERDOME AND
 AU3334'ABOUT 3.2 KM (2.00 MI) EAST-SOUTHEAST OF AUDUBON PARK AT THE MILAN
 AU3334'STREET WHARF.  OWNERSHIP--CITY OF NEW ORLEANS.
 AU3334'TO REACH THE STATION FROM THE SOUTH END OF NAPOLEON AVE GO SOUTH FOR
 AU3334'0.08 KM (0.05 MI) AND ACROSS THE RAILROAD TRACKS AND THROUGH A FLOOD
 AU3334'GATE TO A T-JUNCTION.  TURN LEFT AND GO SOUTH FOR 0.2 KM (0.10 MI) TO
 AU3334'THE JUNCTION OF A PAVED ROAD LEADING INTO THE MILAN STREET WHARF.
 AU3334'TURN LEFT AND GO EAST FOR 0.08 KM (0.05 MI) ON A PAVED ROAD TO THE
 AU3334'MARK ON THE RIGHT NEAR THE NORTHWEST EDGE OF THE MILAN STREET WHARF.
 AU3334'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 AU3334'MILAN STREET DOCKS 42.4 M (139.1 FT) WEST FROM THE NORTHWEST CORNER OF
 AU3334'THE MILAN STREET WHARF BUILDING, 29.4 M (96.5 FT) SOUTH FROM THE
 AU3334'CENTER OF THE PAVED ROAD, 14.6 M (47.9 FT) NORTHWEST FROM A METAL
 AU3334'LIGHT STANDARD, 1.4 M (4.6 FT) WEST FROM THE WEST RAIL OF THE RAILROAD
 AU3334'TRACKS AND 0.6 M (2.0 FT) SOUTH FROM THE NORTH EDGE OF THE DOCK.
 AU3334
 AU3334                          STATION RECOVERY (1989)
 AU3334
 AU3334'RECOVERED 1989
 AU3334'RECOVERED IN GOOD CONDITION.
 AU3334
 AU3334                          STATION RECOVERY (1990)
 AU3334
 AU3334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3334'0.4 KM (0.2 MI) SOUTHERLY ALONG NAPOLEON AVENUE FROM THE JUNCTION OF
 AU3334'TCHOUPITOULAS STREET IN NEW ORLEANS, THENCE 0.1 KM (0.1 MI) EASTERLY
 AU3334'ALONG A PAVED ROAD LEADING TO THE MILAN STREET WHARF, IN THE
 AU3334'NORTHWEST CORNER OF A CONCRETE LOADING DOCK, 42.4 M (139.1 FT) WEST
 AU3334'OF THE NORTHWEST CORNER OF A WAREHOUSE, 29.0 M (95.1 FT) SOUTH OF THE
 AU3334'CENTER OF THE ROAD, 14.6 M (47.9 FT) NORTHWEST OF A UTILITY LIGHT
 AU3334'POLE, 2.3 M (7.5 FT) EAST OF THE WEST EDGE OF THE DOCK, 1.2 M (3.9
 AU3334'FT) SOUTHWEST OF THE NEAR RAIL OF A SPUR TRACK, 0.7 M (2.3 FT) SOUTH
 AU3334'OF THE NORTH END OF THE DOCK, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF
 AU3334'THE ROAD.
 AU3334
 AU3334                          STATION RECOVERY (1994)
 AU3334
 AU3334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3334'IN NEW ORLEANS, AT THE INTERSECTION OF NAPOLEON AVENUE AND TERMINAL
 AU3334'ROAD, IN A CONCRETE LOADING DOCK AT THE PORT OF NEW ORLEANS, 65.8 M
 AU3334'(215.9 FT) EAST OF THE EXTENDED CENTERLINE OF NAPOLEON AVENUE, 28.6 M
 AU3334'(93.8 FT) SOUTH OF THE ROAD CENTERLINE, 2.3 M (7.5 FT) EAST-SOUTHEAST
 AU3334'OF THE NORTHWEST CORNER OF THE DOCK, 1.2 M (3.9 FT) SOUTHWEST OF THE
 AU3334'NEAR RAIL OF AN ABANDONED SPUR LINE, AND 0.3 M (1.0 FT) ABOVE THE
 AU3334'LEVEL OF THE ROAD.
 AU3334
 AU3334                          STATION RECOVERY (1996)
 AU3334
 AU3334'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 AU3334'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0200 ***********************************************************************
 AT0200  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0200  DESIGNATION -  MILAN 2
 AT0200  PID         -  AT0200
 AT0200  STATE/COUNTY-  LA/PLAQUEMINES
 AT0200  USGS QUAD   -  PORT SULPHUR (1993)
 AT0200
 AT0200                         *CURRENT SURVEY CONTROL
 AT0200  ___________________________________________________________________
 AT0200* NAD 83(1992)-  29 28 05.74368(N)    089 40 53.72992(W)     ADJUSTED  
 AT0200* NAVD 88     -        -0.15 **(meters)      -0.5  **(feet)  GPS OBS(2004.65)
 AT0200  **This station is located in a subsidence area (see below).
 AT0200  ___________________________________________________________________
 AT0200  EPOCH DATE  -        2004.65
 AT0200  X           -      30,884.220 (meters)                     COMP
 AT0200  Y           -  -5,557,383.217 (meters)                     COMP
 AT0200  Z           -   3,119,180.322 (meters)                     COMP
 AT0200  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AT0200  ELLIP HEIGHT-         -24.53  (meters)          (06/22/05) GPS OBS
 AT0200  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AT0200  DYNAMIC HT  -          -0.15  (meters)      -0.5   (feet)  COMP
 AT0200  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 AT0200
 AT0200  HORZ ORDER  -  B
 AT0200  VERT ORDER  -  THIRD (See Below)
 AT0200  ELLP ORDER  -  FOURTH    CLASS I
 AT0200
 AT0200.The horizontal coordinates were established by GPS observations
 AT0200.and adjusted by the National Geodetic Survey in June 2005..
 AT0200.The horizontal coordinates are valid at the epoch date displayed above.
 AT0200.The epoch date for horizontal control is a decimal equivalence
 AT0200.of Year/Month/Day.
 AT0200
 AT0200 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0200 ** and geoid heights are valid at the date of observation. These heights
 AT0200 ** must always be validated when used as control.
 AT0200 ** The orthometric height was determined by GPS observations using
 AT0200 ** precise GPS observation and processing techniques and a new
 AT0200 ** realization of GEOID03. It supersedes the leveled height previously
 AT0200 ** determined for this station.
 AT0200 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0200 ** epoch indicated which incorporates improved geoid heights for the
 AT0200 ** Southern Louisiana Subsidence area.
 AT0200 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0200.The orthometric height was determined by GPS observations and a
 AT0200.high-resolution geoid model using precise GPS observation and
 AT0200.processing techniques. It supersedes the leveled height previously
 AT0200.determined for this station.
 AT0200.WARNING-GPS observations at this control monument resulted in a GPS
 AT0200.derived orthometric height which differed from the leveled height by
 AT0200.more than one decimeter (0.1 meter).
 AT0200.The vertical order pertains to the first NAVD 88 superseded value.
 AT0200
 AT0200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0200
 AT0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0200
 AT0200.The ellipsoidal height was determined by GPS observations
 AT0200.and is referenced to NAD 83.
 AT0200
 AT0200.The geoid height was determined by GEOID03.
 AT0200
 AT0200.The dynamic height is computed by dividing the NAVD 88
 AT0200.geopotential number by the normal gravity value computed on the
 AT0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0200.degrees latitude (g = 980.6199 gals.).
 AT0200
 AT0200.The modeled gravity was interpolated from observed gravity values.
 AT0200
 AT0200;                    North         East     Units Scale Factor Converg.
 AT0200;SPC LA S     -   108,482.520 1,160,202.601   MT  0.99996865   +0 49 33.2
 AT0200;SPC LA S     -   355,913.07  3,806,431.37   sFT  0.99996865   +0 49 33.2
 AT0200;UTM  16      - 3,262,861.970   239,949.682   MT  1.00043452   -1 19 11.7
 AT0200
 AT0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0200!SPC LA S     -   1.00000385  x   0.99996865  =   0.99997250
 AT0200!UTM  16      -   1.00000385  x   1.00043452  =   1.00043837
 AT0200
 AT0200|---------------------------------------------------------------------|
 AT0200| PID    Reference Object                     Distance      Geod. Az  |
 AT0200|                                                           dddmmss.s |
 AT0200| AT0202 MILAN 2 RM 1                         39.715 METERS 13301     |
 AT0200| AT0201 MILAN 2 RM 2                         27.150 METERS 17659     |
 AT0200| AT1151 PORT SULPHUR FREEPORT CO STACK      APPROX. 0.7 KM 2490755.2 |
 AT0200| AT1157 FREEPORT SULPHUR CO WATER TANK      APPROX. 0.9 KM 2941510.4 |
 AT0200| DD7445 MILAN 2 AZ MK                                      3225502.9 |
 AT0200|---------------------------------------------------------------------|
 AT0200
 AT0200                          SUPERSEDED SURVEY CONTROL
 AT0200
 AT0200  NAD 83(1992)-  29 28 05.73772(N)    089 40 53.72090(W) AD(       ) 2
 AT0200  NAD 83(1986)-  29 28 05.74729(N)    089 40 53.72727(W) AD(       ) 2
 AT0200  NAD 27      -  29 28 04.96471(N)    089 40 53.50130(W) AD(       ) 2
 AT0200  NAVD 88 (02/14/94)    0.005  (m)            0.02   (f) READJUSTED  3  
 AT0200  NAVD 88 (06/15/91)    0.061  (m)            0.20   (f) UNKNOWN     1 1
 AT0200  NGVD 29 (??/??/??)    0.092  (m)            0.30   (f) ADJUSTED    1 1
 AT0200
 AT0200.Superseded values are not recommended for survey control.
 AT0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0200.See file dsdata.txt to determine how the superseded data were derived.
 AT0200
 AT0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3995062862(NAD 83)
 AT0200_MARKER: DS = TRIANGULATION STATION DISK
 AT0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0200_STAMPING: MILAN 2 1966
 AT0200_MARK LOGO: CGS   
 AT0200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0200+STABILITY: SURFACE MOTION
 AT0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0200+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 AT0200
 AT0200  HISTORY     - Date     Condition        Report By
 AT0200  HISTORY     - 1966     MONUMENTED       CGS
 AT0200  HISTORY     - 1971     GOOD             USGS
 AT0200  HISTORY     - 1971     GOOD             NGS
 AT0200  HISTORY     - 1984     GOOD             NGS
 AT0200  HISTORY     - 20040419 GOOD             NGS
 AT0200  HISTORY     - 20051007 GOOD             NGS
 AT0200  HISTORY     - 20060124 GOOD             3001
 AT0200
 AT0200                          STATION DESCRIPTION
 AT0200
 AT0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0200'STATION IS LOCATED IN PORT SULPHUR, IS IN THE SOUTHEASTERLY CORNER
 AT0200'OF GOLF COURSE
 AT0200'BELONGING TO FREEPORT SULPHUR COMPANY AND JUST NORTHWEST
 AT0200'OF DELTA BANK AND TRUST COMPANY
 AT0200'BUILDING.
 AT0200'
 AT0200'TO REACH FROM THE FREEPORT SULPHUR COMPANY MAIN OFFICE IN PORT
 AT0200'SULPHUR, GO
 AT0200'SOUTHEAST ON STATE HIGHWAY 23 FOR 0.9 MILE TO SIDE ROAD
 AT0200'RIGHT AND STATION AS
 AT0200'DESCRIBED.
 AT0200'
 AT0200'STATION MARK, A STANDARD DISK STAMPED MILAN 2 1966, IS SET IN
 AT0200'THE TOP OF A
 AT0200'CONCRETE CYLINDER WHICH IS SET FLUSH WITH GROUND.  THE MARK
 AT0200'IS 88 FEET SOUTHWEST OF CENTER
 AT0200'OF STATE HIGHWAY 23, 52.5 FEET SOUTH
 AT0200'OF THE SOUTHEAST CORNER OF ELEVATED GOLF GREEN,
 AT0200'47.5 FEET WEST OF TREE,
 AT0200'51 FEET NORTHWEST OF CENTER OF ROAD AND 28 FEET NORTHWEST OF
 AT0200'FENCE.
 AT0200'
 AT0200'REFERENCE MARK 1, A STANDARD DISK STAMPED MILAN 2 NO 1 1966, IS
 AT0200'SET IN THE TOP OF
 AT0200'A CONCRETE CYLINDER WHICH IS SET FLUSH.  THE MARK IS
 AT0200'34 FEET SOUTHEAST OF CENTER OF ROAD,
 AT0200'5 FEET WEST OF THE NORTHWEST
 AT0200'CORNER OF DELTA BANK AND LOAN BUILDING AND 3.5 FEET
 AT0200'NORTHWEST OF THE
 AT0200'NORTHWEST SIDE OF BANK BUILDING.
 AT0200'
 AT0200'REFERENCE MARK 2, A STANDARD DISK STAMPED MILAN 2 NO 2 1966, IS
 AT0200'SET IN THE TOP OF
 AT0200'A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE
 AT0200'GROUND.  THE MARK IS 36 FEET
 AT0200'SOUTHEAST OF CENTER OF ROAD, 20 FEET NORTHEAST
 AT0200'OF CENTER OF REAR DRIVEWAY AND 6 FEET NORTH OF
 AT0200'THE NORTHWEST
 AT0200'CORNER OF DELTA BANK AND TRUST BUILDING.
 AT0200'
 AT0200'AZIMUTH MARK, A STANDARD DISK STAMPED MILAN 2 1966, IS SET IN
 AT0200'THE TOP OF A
 AT0200'CONCRETE CYLINDER WHICH IS PROJECTING ABOUT 2 INCHES.  THE
 AT0200'MARK IS 88.5 FEET NORTHEAST OF
 AT0200'CENTER OF STATE HIGHWAY 23, 44.5 FEET
 AT0200'SOUTH OF THE SOUTH PIPE OF A GROUP OF PIPES, 36
 AT0200'FEET EAST OF POWER
 AT0200'POLE, 15 FEET SOUTHWEST OF CENTER OF LEVEE AND 2.3 FEET SOUTHEAST
 AT0200'OF WITNESS POST.
 AT0200'
 AT0200'TO REACH AZIMUTH MARK FROM STATION, GO NORTHWEST ON STATE HIGHWAY
 AT0200'23 FOR 0.3 MILE TO
 AT0200'WHERE PIPES CROSS OVER ROAD AND AZIMUTH MARK ON RIGHT.
 AT0200'
 AT0200'DISTANCE BETWEEN REFERENCE MARK 1 AND 2 IS 90.57 FEET OR 27.603
 AT0200'METERS.
 AT0200'
 AT0200'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AT0200
 AT0200                          STATION RECOVERY (1971)
 AT0200
 AT0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT0200'MILAN 2 AND RM 1 AND 2 FOUND IN GOOD CONDITION. AZ. MK. NOT FOUND.
 AT0200'DISTANCES AND DIRECTIONS CHECKED OK.  ORIGINAL DESCRIPTION IS
 AT0200'ADEQUATE.
 AT0200
 AT0200                          STATION RECOVERY (1971)
 AT0200
 AT0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0200'1.1 MI SE FROM PORT SULPHUR.
 AT0200'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE FIRE STATION
 AT0200'AND CEMETERY AT PORT SULPHUR, NEAR THE EAST CORNER OF A GOLF COURSE,
 AT0200'88 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET NORTHWEST
 AT0200'OF THE CENTER LINE OF A DRIVEWAY WHICH LEADS SOUTHWEST ALONG THE
 AT0200'NORTHWEST SIDE OF THE DELTA STATE BANK AND TRUST COMPANY BUILDING, 59
 AT0200'FEET SOUTHWEST OF A FIRE HYDRANT, 47 1/2 FEET WEST OF A 12-INCH OAK
 AT0200'TREE, 54 1/2 FEET NORTH OF A 14-INCH OAK TREE, 28 FEET NORTHWEST OF A
 AT0200'ROW OF CONCRETE FILLED 3-INCH METAL PIPES THAT PROJECT 2 FEET, ABOUT
 AT0200'LEVEL WITH THE DRIVEWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 AT0200'AND SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE
 AT0200'SURFACE OF THE GROUND.
 AT0200
 AT0200                          STATION RECOVERY (1984)
 AT0200
 AT0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0200'RECOVERED IN GOOD CONDITION.
 AT0200
 AT0200                          STATION RECOVERY (2004)
 AT0200
 AT0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0200'THE STATION IS LOCATED IN PORT SULPER NEAR THE SOUTHEAST CORNER OF THE
 AT0200'PORT SULPHER GOLF  COURSE.  OWNERSHIP--PLAQUEMINES PARISH RECREATIONAL
 AT0200'DEPARTMENT.
 AT0200' 
 AT0200'TO REACH THE STATION FROM THE POST OFFICE IN PORT SULPHER GO SOUTHERLY
 AT0200'FOR 3.2 MI ON STATE  HIGHWAY 23 TO THE STATION ON THE RIGHT NEAR THE
 AT0200'SOUTEAST CORNER OF THE PORT SULPHER GOLF  COURSE, JUST BEFORE REACHING
 AT0200'A GRAVEL ENTRANCE WAY TO THE REGIONS BANK PARKING LOT ON THE  RIGHT.
 AT0200' 
 AT0200'THE STATION IS LOCATED 22.8 M SOUTHWESTR OF THE SOUTHWEST EDGE OF THE
 AT0200'HIGHWAY, 19.1 M SOUTH OF  THE SOUTHERN MOST 1 OF 2 SUPPORT POSTS FOR A
 AT0200'GOLF COURSE SIGN, 10.0 M NORTH OF THE NORTHEAST  END OF A CHAIN LINK
 AT0200'FENCE, 9.6 M NORTHWEST OF THE NORTHWEST EDGE OF THE REGIONS BANK
 AT0200'PARKING  LOT, AND ABOUT 0.3 M BELOW THE LEVEL OF THE HIGHWAY.
 AT0200
 AT0200                          STATION RECOVERY (2005)
 AT0200
 AT0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0200'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  0.65 M SE OF A
 AT0200'METAL POST WITH WITNESS SIGN ATTACHED.  NOTE--THE GOLF COURSE SIGN
 AT0200'PREVIOUSLY REFERENCED TO IS MISSING BUT THE SIGN POST IS INTACT.
 AT0200'NOTE--THE BANK BUILDING PREVIOUSLY REFERENCED TO WAS SEVERELY DAMAGED
 AT0200'BY HURRICANE KATRINA.
 AT0200
 AT0200                          STATION RECOVERY (2006)
 AT0200
 AT0200'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 AT0200'THE STATION IS LOCATED IN PORT SULPHUR IN THE NORTHEAST CORNER OF A
 AT0200'GOLF COURSE, 5 MILES NW OF NAIRN AND 5 MILES SE OF HAPPY JACK ON STATE
 AT0200'HIGHWAY 23.  OWNERSHIP - PLAQUEMINES PARISH RECREATIONAL DEPARTMENT.
 AT0200'TO REACH THE STATION FROM THE POST OFFICE IN PORT SULPHUR, GO SE 3.2
 AT0200'MILES ON STATE HIGHWAY 23 TO THE STATION ON THE RIGHT.  FOR REFERENCE,
 AT0200'THE FREEPORT SULPHUR COMPANY, MAIN OFFICE, IS 0.9 MILES NW OF THE
 AT0200'MARK. THE STATION IS A BRASS DISK SET IN CONCRETE, STAMPED MILAN 2
 AT0200'1966, 88 FEET SW OF THE CENTERLINE OF HIGHWAY 23, 52.5 FEET SOUTH OF
 AT0200'THE SE CORNER OF AN ELEVATED GOLF GREEN, 47.5 FEET WEST OF AN OAK
 AT0200'TREE, 51 FEET NW OF A ROAD ON THE WEST SIDE OF THE DELTA STATE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3335 ***********************************************************************
 AU3335  DESIGNATION -  MILAN AZ MK
 AU3335  PID         -  AU3335
 AU3335  STATE/COUNTY-  LA/ORLEANS
 AU3335  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3335
 AU3335                         *CURRENT SURVEY CONTROL
 AU3335  ___________________________________________________________________
 AU3335* NAD 83(1992)-  29 55 01.29537(N)    090 06 04.77045(W)     ADJUSTED  
 AU3335* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU3335  **This station is located in a subsidence area (see below).
 AU3335  ___________________________________________________________________
 AU3335  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU3335  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU3335  DYNAMIC HT  -           2.9   (meters)      10.    (feet)  COMP
 AU3335  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 AU3335
 AU3335  HORZ ORDER  -  FIRST
 AU3335  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3335
 AU3335.The horizontal coordinates were established by classical geodetic methods
 AU3335.and adjusted by the National Geodetic Survey in January 1993..
 AU3335.No horizontal observational check was made to the station.
 AU3335
 AU3335 ** The orthometric height has not been validated since last determined
 AU3335 ** by differential leveling and should not be used for control purposes.
 AU3335 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3335 ** area with valid NAVD 88 orthometric heights.
 AU3335 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3335 ** epoch indicated which incorporates improved geoid heights for the
 AU3335 ** Southern Louisiana Subsidence area.
 AU3335 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3335.The orthometric height was scaled from a topographic map.
 AU3335.The vertical order pertains to the first NAVD 88 superseded value.
 AU3335
 AU3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3335
 AU3335.The geoid height was determined by GEOID03.
 AU3335
 AU3335.The dynamic height is computed by dividing the NAVD 88
 AU3335.geopotential number by the normal gravity value computed on the
 AU3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3335.degrees latitude (g = 980.6199 gals.).
 AU3335
 AU3335.The modeled gravity was interpolated from observed gravity values.
 AU3335
 AU3335;                    North         East     Units Scale Factor Converg.
 AU3335;SPC LA S     -   157,708.842 1,118,959.654   MT  0.99992681   +0 36 57.7
 AU3335;SPC LA S     -   517,416.43  3,671,120.13   sFT  0.99992681   +0 36 57.7
 AU3335;UTM  15      - 3,313,123.966   779,863.187   MT  1.00056646   +1 26 47.9
 AU3335
 AU3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3335!SPC LA S     -   1.00000362  x   0.99992681  =   0.99993043
 AU3335!UTM  15      -   1.00000362  x   1.00056646  =   1.00057008
 AU3335
 AU3335                          SUPERSEDED SURVEY CONTROL
 AU3335
 AU3335  NAD 83(1986)-  29 55 01.31169(N)    090 06 04.76957(W) AD(       ) 1
 AU3335  NAVD 88 (02/14/94)    2.911  (m)            9.55   (f) UNKNOWN     1 2
 AU3335  NGVD 29 (05/21/91)    2.972  (m)            9.75   (f) ADJUSTED    1 2
 AU3335
 AU3335.Superseded values are not recommended for survey control.
 AU3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3335.See file dsdata.txt to determine how the superseded data were derived.
 AU3335
 AU3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7986313124(NAD 83)
 AU3335_MARKER: DZ = AZIMUTH MARK DISK
 AU3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3335_SP_SET: CONCRETE POST
 AU3335_STAMPING: MILAN OPE 1988
 AU3335_MARK LOGO: NGS   
 AU3335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3335+STABILITY: SURFACE MOTION
 AU3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3335+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 AU3335
 AU3335  HISTORY     - Date     Condition        Report By
 AU3335  HISTORY     - 1988     MONUMENTED       LADTD
 AU3335  HISTORY     - 19901121 GOOD             NGS
 AU3335  HISTORY     - 19941108 GOOD             NGS
 AU3335  HISTORY     - 19960515 GOOD             LADTD
 AU3335
 AU3335                          STATION DESCRIPTION
 AU3335
 AU3335'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3335'THE STATION IS LOCATED IN NEW ORLEANS ABOUT 4.2 KM (2.60 MI) SOUTHWEST
 AU3335'OF THE SUPERDOME AND ABOUT 2.9 KM (1.80 MI) EAST-SOUTHEAST OF AUDUBON
 AU3335'PARK, SET IN THE SOUTHWEST QUADRANT OF NAPOLEON AVE AND TCHOUPITOULAS
 AU3335'ST.  OWNERSHIP--CITY OF NEW ORLEANS.
 AU3335'THE STATION IS FLUSH WITH THE GROUND 11.7 M (38.4 FT) WEST FROM THE
 AU3335'CENTER OF THE SOUTH BOUND LANES OF NAPOLEON AVE, 10.1 M (33.1 FT)
 AU3335'SOUTH FROM THE CENTER OF TCHOUPITOULAS ST, 4.3 M (14.1 FT)
 AU3335'SOUTH-SOUTHEAST FROM A TRAFFIC LIGHT POLE, 4 M (13.1 FT) WEST FROM A
 AU3335'36-INCH LIVE OAK TREE, 1.2 M (3.9 FT) SOUTHEAST FROM A CHAIN LINK
 AU3335'FENCE CORNER AND 0.5 M (1.6 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AU3335
 AU3335                          STATION RECOVERY (1990)
 AU3335
 AU3335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3335'IN NEW ORLEANS, AT THE INTERSECTION OF TCHOUPITOULAS STREET AND
 AU3335'NAPOLEON AVENUE, 5.7 M (18.7 FT) WEST OF THE WEST CURB OF THE
 AU3335'SOUTHBOUND LANES OF THE AVENUE, 5.5 M (18.0 FT) SOUTH OF THE SOUTH
 AU3335'CURB OF THE STREET, 4.2 M (13.8 FT) SOUTH OF A TRAFFIC LIGHT, AND THE
 AU3335'MONUMENT IS 0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
 AU3335
 AU3335                          STATION RECOVERY (1994)
 AU3335
 AU3335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3335'IN NEW ORLEANS, AT THE INTERSECTION OF TCHOPITOULAS STREET AND
 AU3335'NAPOLEON AVENUE, 10.3 M (33.8 FT) SOUTH OF AND LEVEL WITH THE STREET
 AU3335'CENTERLINE, 5.7 M (18.7 FT) WEST OF THE WEST CURB OF THE SOUTHBOUND
 AU3335'LANES OF THE AVENUE, 4.3 M (14.1 FT) SOUTH OF A TRAFFIC LIGHT POLE,
 AU3335'AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 AU3335
 AU3335                          STATION RECOVERY (1996)
 AU3335
 AU3335'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 AU3335'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0153 ***********************************************************************
 AT0153  DESIGNATION -  MILE 10
 AT0153  PID         -  AT0153
 AT0153  STATE/COUNTY-  LA/PLAQUEMINES
 AT0153  USGS QUAD   -  DIXON BAY (1971)
 AT0153
 AT0153                         *CURRENT SURVEY CONTROL
 AT0153  ___________________________________________________________________
 AT0153* NAD 83(1986)-  29 01 25.     (N)    089 19 57.     (W)     SCALED    
 AT0153* NAVD 88     -         0.461  (meters)       1.51   (feet)  READJUSTED
 AT0153  ___________________________________________________________________
 AT0153  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AT0153  DYNAMIC HT  -           0.460 (meters)       1.51  (feet)  COMP
 AT0153  MODELED GRAV-     979,293.4   (mgal)                       NAVD 88
 AT0153
 AT0153  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0153
 AT0153.The horizontal coordinates were scaled from a topographic map and have
 AT0153.an estimated accuracy of +/- 6 seconds.
 AT0153
 AT0153.The orthometric height was determined by differential leveling
 AT0153.and adjusted by the National Geodetic Survey in February 1994..
 AT0153.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0153.distribution rate of 0.0 thru 1.0 mm/km.
 AT0153.The height was derived from older observations constrained to new
 AT0153.heights in a crustal motion area.  The height is approximate in
 AT0153.relation to other heights in its vicinity.
 AT0153
 AT0153.The geoid height was determined by GEOID03.
 AT0153
 AT0153.The dynamic height is computed by dividing the NAVD 88
 AT0153.geopotential number by the normal gravity value computed on the
 AT0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0153.degrees latitude (g = 980.6199 gals.).
 AT0153
 AT0153.The modeled gravity was interpolated from observed gravity values.
 AT0153
 AT0153;                    North         East    Units  Estimated Accuracy
 AT0153;SPC LA S     -    59,740.    1,194,920.      MT  (+/- 180 meters Scaled)
 AT0153
 AT0153                          SUPERSEDED SURVEY CONTROL
 AT0153
 AT0153  NGVD 29 (??/??/??)    0.541  (m)            1.77   (f) ADJUSTED    1 1
 AT0153
 AT0153.Superseded values are not recommended for survey control.
 AT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0153.See file dsdata.txt to determine how the superseded data were derived.
 AT0153
 AT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT728128(NAD 83)
 AT0153_MARKER: DD = SURVEY DISK
 AT0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0153_SP_SET: 40 FEET
 AT0153_STAMPING: PBM MILE NO 10 MSL 1961
 AT0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0153
 AT0153  HISTORY     - Date     Condition        Report By
 AT0153  HISTORY     - 1961     MONUMENTED       USE
 AT0153  HISTORY     - 1971     GOOD             NGS
 AT0153
 AT0153                          STATION DESCRIPTION
 AT0153
 AT0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0153'12.6 MI SW FROM PILOTTOWN.
 AT0153'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0153'LOOKOUT TOWER AT PILOTTOWN, THENCE 10.1 MILES SOUTHWEST ALONG THE
 AT0153'SOUTHEAST BANK OF SOUTHWEST PASS, ABOUT 0.2 MILE NORTH OF A CHANNEL
 AT0153'LIGHT BEARING A NUMBER 18, 34 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF
 AT0153'THE PASS, ABOUT 350 FEET SOUTHEAST OF MILEPOST 10, AND IS A USE DISK
 AT0153'ON THE TOP OF A 1-INCH IRON PIPE DRIVEN 40 FEET IN THE GROUND AND
 AT0153'PROTECTED BY CONCRETE, 3.0 FEET NORTHWEST OF A WOODEN WITNESS POST AND
 AT0153'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE--MARK MAY BE
 AT0153'REACHED BY GOING 5.2 MILES NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD
 AT0153'LIGHTHOUSE AT BURRWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0157 ***********************************************************************
 AT0157  DESIGNATION -  MILE 11
 AT0157  PID         -  AT0157
 AT0157  STATE/COUNTY-  LA/PLAQUEMINES
 AT0157  USGS QUAD   -  DIXON BAY (1971)
 AT0157
 AT0157                         *CURRENT SURVEY CONTROL
 AT0157  ___________________________________________________________________
 AT0157* NAD 83(1986)-  29 00 40.     (N)    089 20 29.     (W)     SCALED    
 AT0157* NAVD 88     -         0.136  (meters)       0.45   (feet)  READJUSTED
 AT0157  ___________________________________________________________________
 AT0157  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AT0157  DYNAMIC HT  -           0.140 (meters)       0.46  (feet)  COMP
 AT0157  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 AT0157
 AT0157  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0157
 AT0157.The horizontal coordinates were scaled from a topographic map and have
 AT0157.an estimated accuracy of +/- 6 seconds.
 AT0157
 AT0157.The orthometric height was determined by differential leveling
 AT0157.and adjusted by the National Geodetic Survey in February 1994..
 AT0157.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0157.distribution rate of 0.0 thru 1.0 mm/km.
 AT0157.The height was derived from older observations constrained to new
 AT0157.heights in a crustal motion area.  The height is approximate in
 AT0157.relation to other heights in its vicinity.
 AT0157
 AT0157.The geoid height was determined by GEOID03.
 AT0157
 AT0157.The dynamic height is computed by dividing the NAVD 88
 AT0157.geopotential number by the normal gravity value computed on the
 AT0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0157.degrees latitude (g = 980.6199 gals.).
 AT0157
 AT0157.The modeled gravity was interpolated from observed gravity values.
 AT0157
 AT0157;                    North         East    Units  Estimated Accuracy
 AT0157;SPC LA S     -    58,340.    1,194,080.      MT  (+/- 180 meters Scaled)
 AT0157
 AT0157                          SUPERSEDED SURVEY CONTROL
 AT0157
 AT0157  NGVD 29 (??/??/??)    0.215  (m)            0.71   (f) ADJUSTED    1 1
 AT0157
 AT0157.Superseded values are not recommended for survey control.
 AT0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0157.See file dsdata.txt to determine how the superseded data were derived.
 AT0157
 AT0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT719114(NAD 83)
 AT0157_MARKER: DD = SURVEY DISK
 AT0157_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0157_SP_SET: 40 FEET
 AT0157_STAMPING: PBM MILE NO 11 MSL 1961
 AT0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0157
 AT0157  HISTORY     - Date     Condition        Report By
 AT0157  HISTORY     - 1961     MONUMENTED       USE
 AT0157  HISTORY     - 1971     GOOD             NGS
 AT0157
 AT0157                          STATION DESCRIPTION
 AT0157
 AT0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0157'4.2 MI NE FROM BURRWOOD.
 AT0157'ABOUT 4.2 MILES NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD LIGHTHOUSE
 AT0157'AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, 200 YARDS SOUTHEAST OF
 AT0157'MILEPOST 11, 0.2 MILE EAST OF A CHANNEL LIGHT WHICH BEARS A NUMBER 16,
 AT0157'100 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE PASS, AND IS A U.S.
 AT0157'ENGINEERS DISK ON THE TOP OF A 1-INCH PIPE WHICH IS 18 INCHES BELOW
 AT0157'THE SURFACE OF THE GROUND AND WHICH IS REPORTED TO BE DRIVEN TO A
 AT0157'DEPTH OF 40 FEET.  NOTE-- THE TOP PART OF THE PIPE IS ENCASED IN A
 AT0157'6-INCH CONCRETE CYLINDER.  THE MARK IS ENCASED IN A 30-INCH METAL PIPE
 AT0157'WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0501 ***********************************************************************
 AT0501  DESIGNATION -  MILE 13
 AT0501  PID         -  AT0501
 AT0501  STATE/COUNTY-  LA/PLAQUEMINES
 AT0501  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0501
 AT0501                         *CURRENT SURVEY CONTROL
 AT0501  ___________________________________________________________________
 AT0501* NAD 83(1986)-  28 59 15.     (N)    089 21 40.     (W)     SCALED    
 AT0501* NAVD 88     -         0.571  (meters)       1.87   (feet)  READJUSTED
 AT0501  ___________________________________________________________________
 AT0501  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AT0501  DYNAMIC HT  -           0.570 (meters)       1.87  (feet)  COMP
 AT0501  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 AT0501
 AT0501  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0501
 AT0501.The horizontal coordinates were scaled from a topographic map and have
 AT0501.an estimated accuracy of +/- 6 seconds.
 AT0501
 AT0501.The orthometric height was determined by differential leveling
 AT0501.and adjusted by the National Geodetic Survey in February 1994..
 AT0501.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0501.distribution rate of 0.0 thru 1.0 mm/km.
 AT0501.The height was derived from older observations constrained to new
 AT0501.heights in a crustal motion area.  The height is approximate in
 AT0501.relation to other heights in its vicinity.
 AT0501
 AT0501.The geoid height was determined by GEOID03.
 AT0501
 AT0501.The dynamic height is computed by dividing the NAVD 88
 AT0501.geopotential number by the normal gravity value computed on the
 AT0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0501.degrees latitude (g = 980.6199 gals.).
 AT0501
 AT0501.The modeled gravity was interpolated from observed gravity values.
 AT0501
 AT0501;                    North         East    Units  Estimated Accuracy
 AT0501;SPC LA S     -    55,690.    1,192,200.      MT  (+/- 180 meters Scaled)
 AT0501
 AT0501                          SUPERSEDED SURVEY CONTROL
 AT0501
 AT0501  NGVD 29 (??/??/??)    0.650  (m)            2.13   (f) ADJUSTED    1 1
 AT0501
 AT0501.Superseded values are not recommended for survey control.
 AT0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0501.See file dsdata.txt to determine how the superseded data were derived.
 AT0501
 AT0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT699088(NAD 83)
 AT0501_MARKER: DD = SURVEY DISK
 AT0501_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0501_SP_SET: 45 FEET
 AT0501_STAMPING: PBM MILE NO 13 MSL 1954
 AT0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0501
 AT0501  HISTORY     - Date     Condition        Report By
 AT0501  HISTORY     - 1954     MONUMENTED       USE
 AT0501  HISTORY     - 1971     GOOD             NGS
 AT0501  HISTORY     - 1976     GOOD             NGS
 AT0501
 AT0501                          STATION DESCRIPTION
 AT0501
 AT0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0501'2.15 MI NE FROM BURRWOOD.
 AT0501'ABOUT 2.15 MILES NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD
 AT0501'LIGHTHOUSE AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, 0.15 MILE
 AT0501'SOUTHEAST OF A CHANNEL LIGHT WHICH BEARS A NUMBER 12, 400 FEET
 AT0501'SOUTHEAST OF MILEPOST 13, 30 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF
 AT0501'THE PASS, AND IS A U.S. ENGINEERS DISK ON THE TOP OF A 1-INCH PIPE
 AT0501'WHICH PROJECTS 24 INCHES AND WHICH IS REPORTED TO BE DRIVEN TO A DEPTH
 AT0501'OF 45 FEET.  NOTE-- THE TOP PART OF THE PIPE IS ENCASED IN A 6-INCH
 AT0501'CONCRETE CYLINDER.  THE MARK IS ENCASED IN A 55 GALLON METAL DRUM.
 AT0501
 AT0501                          STATION RECOVERY (1976)
 AT0501
 AT0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AT0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0502 ***********************************************************************
 AT0502  DESIGNATION -  MILE 13 USE RESET 1976
 AT0502  PID         -  AT0502
 AT0502  STATE/COUNTY-  LA/PLAQUEMINES
 AT0502  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0502
 AT0502                         *CURRENT SURVEY CONTROL
 AT0502  ___________________________________________________________________
 AT0502* NAD 83(1986)-  28 59 15.     (N)    089 21 39.     (W)     SCALED    
 AT0502* NAVD 88     -         3.33   (+/-2cm)      10.9    (feet)  VERTCON   
 AT0502  ___________________________________________________________________
 AT0502  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AT0502
 AT0502  VERT ORDER  -  THIRD (See Below)
 AT0502
 AT0502.The horizontal coordinates were scaled from a topographic map and have
 AT0502.an estimated accuracy of +/- 6 seconds.
 AT0502
 AT0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0502.The vertical order pertains to the NGVD 29 superseded value.
 AT0502
 AT0502.The geoid height was determined by GEOID03.
 AT0502
 AT0502;                    North         East    Units  Estimated Accuracy
 AT0502;SPC LA S     -    55,690.    1,192,230.      MT  (+/- 180 meters Scaled)
 AT0502
 AT0502                          SUPERSEDED SURVEY CONTROL
 AT0502
 AT0502  NGVD 29 (??/??/??)    3.40   (m)           11.2    (f) RESET       3  
 AT0502
 AT0502.Superseded values are not recommended for survey control.
 AT0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0502.See file dsdata.txt to determine how the superseded data were derived.
 AT0502
 AT0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT699088(NAD 83)
 AT0502_MARKER: DD = SURVEY DISK
 AT0502_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0502_SP_SET: 57 FEET
 AT0502_STAMPING: MILE 13 RESET 1976
 AT0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0502
 AT0502  HISTORY     - Date     Condition        Report By
 AT0502  HISTORY     - 1976     MONUMENTED       USE
 AT0502  HISTORY     - 1976     GOOD             NGS
 AT0502
 AT0502                          STATION DESCRIPTION
 AT0502
 AT0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0502'2.15 MI NE FROM BURRWOOD.
 AT0502'LOCATED 2.15 MILES NORTHEAST ALONG SOUTHWEST PASS FROM THE OLD
 AT0502'LIGHTHOUSE AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, 13 MILES
 AT0502'SOUTHWEST OF THE HEAD OF THE PASSES, 270 FEET LANDSIDE OF THE TOP OF
 AT0502'THE BANK AND 148 FEET LANDSIDE OF A SAND RETAINING DIKE.  THE MARK IS
 AT0502'DIRECTLY UNDER THE CENTER OF TOWER NO. 21, BRAZED ON THE TOP OF A
 AT0502'COPPER WELD ROD DRIVEN IN THE GROUND TO THE DEPTH OF 57 FEET, ENCASED
 AT0502'IN A 4-INCH PLASTIC PIPE, PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0506 ***********************************************************************
 AT0506  DESIGNATION -  MILE 14
 AT0506  PID         -  AT0506
 AT0506  STATE/COUNTY-  LA/PLAQUEMINES
 AT0506  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0506
 AT0506                         *CURRENT SURVEY CONTROL
 AT0506  ___________________________________________________________________
 AT0506* NAD 83(1986)-  28 58 31.     (N)    089 22 14.     (W)     SCALED    
 AT0506* NAVD 88     -         3.77   (+/-2cm)      12.4    (feet)  VERTCON   
 AT0506  ___________________________________________________________________
 AT0506  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AT0506
 AT0506  VERT ORDER  -  THIRD (See Below)
 AT0506
 AT0506.The horizontal coordinates were scaled from a topographic map and have
 AT0506.an estimated accuracy of +/- 6 seconds.
 AT0506
 AT0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0506.The vertical order pertains to the NGVD 29 superseded value.
 AT0506
 AT0506.The geoid height was determined by GEOID03.
 AT0506
 AT0506;                    North         East    Units  Estimated Accuracy
 AT0506;SPC LA S     -    54,320.    1,191,300.      MT  (+/- 180 meters Scaled)
 AT0506
 AT0506                          SUPERSEDED SURVEY CONTROL
 AT0506
 AT0506  NGVD 29 (??/??/??)    3.84   (m)           12.6    (f) RESET       3  
 AT0506
 AT0506.Superseded values are not recommended for survey control.
 AT0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0506.See file dsdata.txt to determine how the superseded data were derived.
 AT0506
 AT0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT690075(NAD 83)
 AT0506_MARKER: DD = SURVEY DISK
 AT0506_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AT0506+WITH SETTING: INTO GROUND
 AT0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0506+STABILITY: SURFACE MOTION
 AT0506
 AT0506  HISTORY     - Date     Condition        Report By
 AT0506  HISTORY     - UNK      MONUMENTED       USE
 AT0506  HISTORY     - 1976     GOOD             NGS
 AT0506
 AT0506                          STATION DESCRIPTION
 AT0506
 AT0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0506'0.9 MI NE FROM BURRWOOD.
 AT0506'LOCATED ON THE LEFT BANK OF SOUTHWEST PASS, AT MILE 14.0 BHP, IN AN
 AT0506'OPEN SAND FILL, 300 FEET BACK FROM THE TOP OF THE BANK OF THE PASS, AT
 AT0506'A POINT 650 FEET UPSTREAM FROM PILE DIKE 14.17L, ABOUT 900 FEET BELOW
 AT0506'PRESENT (1976) LOCATION OF MILEPOST 14 IN THE WATER, TOP OF PIPE IS
 AT0506'ABOUT 3 FEET ABOVE THE GROUND SURFACE, 25 FEET FROM A 4 INCH CREOSOTED
 AT0506'POST 4 1/2 FEET HIGH, 250 (MAG).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0512 ***********************************************************************
 AT0512  DESIGNATION -  MILE 17
 AT0512  PID         -  AT0512
 AT0512  STATE/COUNTY-  LA/PLAQUEMINES
 AT0512  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0512
 AT0512                         *CURRENT SURVEY CONTROL
 AT0512  ___________________________________________________________________
 AT0512* NAD 83(1986)-  28 56 24.     (N)    089 23 56.     (W)     SCALED    
 AT0512* NAVD 88     -         0.334  (meters)       1.10   (feet)  READJUSTED
 AT0512  ___________________________________________________________________
 AT0512  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AT0512  DYNAMIC HT  -           0.330 (meters)       1.08  (feet)  COMP
 AT0512  MODELED GRAV-     979,291.4   (mgal)                       NAVD 88
 AT0512
 AT0512  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0512
 AT0512.The horizontal coordinates were scaled from a topographic map and have
 AT0512.an estimated accuracy of +/- 6 seconds.
 AT0512
 AT0512.The orthometric height was determined by differential leveling
 AT0512.and adjusted by the National Geodetic Survey in February 1994..
 AT0512.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0512.distribution rate of 0.0 thru 1.0 mm/km.
 AT0512.The height was derived from older observations constrained to new
 AT0512.heights in a crustal motion area.  The height is approximate in
 AT0512.relation to other heights in its vicinity.
 AT0512
 AT0512.The geoid height was determined by GEOID03.
 AT0512
 AT0512.The dynamic height is computed by dividing the NAVD 88
 AT0512.geopotential number by the normal gravity value computed on the
 AT0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0512.degrees latitude (g = 980.6199 gals.).
 AT0512
 AT0512.The modeled gravity was interpolated from observed gravity values.
 AT0512
 AT0512;                    North         East    Units  Estimated Accuracy
 AT0512;SPC LA S     -    50,370.    1,188,610.      MT  (+/- 180 meters Scaled)
 AT0512
 AT0512                          SUPERSEDED SURVEY CONTROL
 AT0512
 AT0512  NGVD 29 (??/??/??)    0.412  (m)            1.35   (f) ADJUSTED    1 1
 AT0512
 AT0512.Superseded values are not recommended for survey control.
 AT0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0512.See file dsdata.txt to determine how the superseded data were derived.
 AT0512
 AT0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT661037(NAD 83)
 AT0512_MARKER: DD = SURVEY DISK
 AT0512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0512_SP_SET: 40 FEET
 AT0512_STAMPING: PBM MILE NO 17 M.S.L. 1961
 AT0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0512
 AT0512  HISTORY     - Date     Condition        Report By
 AT0512  HISTORY     - 1961     MONUMENTED       USE
 AT0512  HISTORY     - 1971     GOOD             NGS
 AT0512  HISTORY     - 1977     MARK NOT FOUND   NGS
 AT0512
 AT0512                          STATION DESCRIPTION
 AT0512
 AT0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0512'1.8 MI SW FROM BURRWOOD.
 AT0512'ABOUT 1.8 MILES SOUTHWEST ALONG SOUTHWEST PASS FROM THE OLD LIGHTHOUSE
 AT0512'AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, 0.3 MILE NORTHEAST OF
 AT0512'A CHANNEL LIGHT WHICH BEARS A NUMBER 6, 39 YARDS SOUTHEAST OF THE
 AT0512'SOUTHEAST BANK OF THE PASS, 400 FEET SOUTHEAST OF MILEPOST 17, AND IS
 AT0512'A U.S. ENGINEERS DISK ON THE TOP OF A 1-INCH IRON PIPE WHICH IS
 AT0512'REPORTED TO BE DRIVEN TO A DEPTH OF 40 FEET AND WHICH HAS A 6-INCH
 AT0512'CONCRETE CIRCULAR MONUMENT AROUND THE TOP OF THE PIPE. NOTE-- THE MARK
 AT0512'IS ENCASED IN A 55 GALLON METAL DRUM WHICH PROJECTS ABOUT 18 INCHES.
 AT0512
 AT0512                          STATION RECOVERY (1977)
 AT0512
 AT0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AT0512'THE MARK IS NOW BELOW WATER LEVEL AND
 AT0512'COULD NOT BAIL WATER FAST ENOUGH TO FIND THE MARK.  THE OLD STEEL
 AT0512'DRUM THAT SURROUNDED THE MARK WAS FOUND AND THE MARK IS PROABLY
 AT0512'STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0135 ***********************************************************************
 AT0135  DESIGNATION -  MILE 4
 AT0135  PID         -  AT0135
 AT0135  STATE/COUNTY-  LA/PLAQUEMINES
 AT0135  USGS QUAD   -  DIXON BAY (1971)
 AT0135
 AT0135                         *CURRENT SURVEY CONTROL
 AT0135  ___________________________________________________________________
 AT0135* NAD 83(1986)-  29 05 41.     (N)    089 16 26.     (W)     SCALED    
 AT0135* NAVD 88     -         0.285  (meters)       0.94   (feet)  READJUSTED
 AT0135  ___________________________________________________________________
 AT0135  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AT0135  DYNAMIC HT  -           0.280 (meters)       0.92  (feet)  COMP
 AT0135  MODELED GRAV-     979,300.0   (mgal)                       NAVD 88
 AT0135
 AT0135  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0135
 AT0135.The horizontal coordinates were scaled from a topographic map and have
 AT0135.an estimated accuracy of +/- 6 seconds.
 AT0135
 AT0135.The orthometric height was determined by differential leveling
 AT0135.and adjusted by the National Geodetic Survey in February 1994..
 AT0135.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0135.distribution rate of 0.0 thru 1.0 mm/km.
 AT0135.The height was derived from older observations constrained to new
 AT0135.heights in a crustal motion area.  The height is approximate in
 AT0135.relation to other heights in its vicinity.
 AT0135
 AT0135.The geoid height was determined by GEOID03.
 AT0135
 AT0135.The dynamic height is computed by dividing the NAVD 88
 AT0135.geopotential number by the normal gravity value computed on the
 AT0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0135.degrees latitude (g = 980.6199 gals.).
 AT0135
 AT0135.The modeled gravity was interpolated from observed gravity values.
 AT0135
 AT0135;                    North         East    Units  Estimated Accuracy
 AT0135;SPC LA S     -    67,730.    1,200,490.      MT  (+/- 180 meters Scaled)
 AT0135
 AT0135                          SUPERSEDED SURVEY CONTROL
 AT0135
 AT0135  NGVD 29 (??/??/??)    0.365  (m)            1.20   (f) ADJUSTED    1 1
 AT0135
 AT0135.Superseded values are not recommended for survey control.
 AT0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0135.See file dsdata.txt to determine how the superseded data were derived.
 AT0135
 AT0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT786206(NAD 83)
 AT0135_MARKER: DD = SURVEY DISK
 AT0135_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AT0135+WITH SETTING: INTO GROUND
 AT0135_STAMPING: PBM MILE NO 4 MSL 1961
 AT0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0135+STABILITY: SURFACE MOTION
 AT0135
 AT0135  HISTORY     - Date     Condition        Report By
 AT0135  HISTORY     - 1961     MONUMENTED       USE
 AT0135  HISTORY     - 1971     GOOD             NGS
 AT0135
 AT0135                          STATION DESCRIPTION
 AT0135
 AT0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0135'6.05 MI SW FROM PILOTTOWN.
 AT0135'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0135'LOOKOUT TOWER AT PILOTTOWN, THENCE 3.55 MILES SOUTHWEST ALONG THE
 AT0135'SOUTHEAST BANK OF SOUTHWEST PASS, NEAR MILEPOST 4, 275 FEET SOUTHEAST
 AT0135'OF THE MILEPOST, 81 FEET SOUTHEAST OF THE SOUTHEAST BANK OF THE PASS,
 AT0135'ABOUT 0.4 MILE NORTHEAST OF A CANAL LEADING SOUTHEAST FROM THE PASS, A
 AT0135'USE DISK ON THE TOP OF A 1-INCH IRON PIPE WHICH IS REPORTED TO BE
 AT0135'40-FEET DEEP IN GROUND, AND 3.0 FEET NORTHWEST OF A WOODEN WITNESS
 AT0135'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0141 ***********************************************************************
 AT0141  DESIGNATION -  MILE 6
 AT0141  PID         -  AT0141
 AT0141  STATE/COUNTY-  LA/PLAQUEMINES
 AT0141  USGS QUAD   -  DIXON BAY (1971)
 AT0141
 AT0141                         *CURRENT SURVEY CONTROL
 AT0141  ___________________________________________________________________
 AT0141* NAD 83(1986)-  29 04 13.     (N)    089 17 37.     (W)     SCALED    
 AT0141* NAVD 88     -         0.086  (meters)       0.28   (feet)  READJUSTED
 AT0141  ___________________________________________________________________
 AT0141  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AT0141  DYNAMIC HT  -           0.090 (meters)       0.30  (feet)  COMP
 AT0141  MODELED GRAV-     979,297.9   (mgal)                       NAVD 88
 AT0141
 AT0141  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0141
 AT0141.The horizontal coordinates were scaled from a topographic map and have
 AT0141.an estimated accuracy of +/- 6 seconds.
 AT0141
 AT0141.The orthometric height was determined by differential leveling
 AT0141.and adjusted by the National Geodetic Survey in February 1994..
 AT0141.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0141.distribution rate of 0.0 thru 1.0 mm/km.
 AT0141.The height was derived from older observations constrained to new
 AT0141.heights in a crustal motion area.  The height is approximate in
 AT0141.relation to other heights in its vicinity.
 AT0141
 AT0141.The geoid height was determined by GEOID03.
 AT0141
 AT0141.The dynamic height is computed by dividing the NAVD 88
 AT0141.geopotential number by the normal gravity value computed on the
 AT0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0141.degrees latitude (g = 980.6199 gals.).
 AT0141
 AT0141.The modeled gravity was interpolated from observed gravity values.
 AT0141
 AT0141;                    North         East    Units  Estimated Accuracy
 AT0141;SPC LA S     -    64,980.    1,198,610.      MT  (+/- 180 meters Scaled)
 AT0141
 AT0141                          SUPERSEDED SURVEY CONTROL
 AT0141
 AT0141  NGVD 29 (??/??/??)    0.165  (m)            0.54   (f) ADJUSTED    1 1
 AT0141
 AT0141.Superseded values are not recommended for survey control.
 AT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0141.See file dsdata.txt to determine how the superseded data were derived.
 AT0141
 AT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT767179(NAD 83)
 AT0141_MARKER: DD = SURVEY DISK
 AT0141_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AT0141+WITH SETTING: INTO GROUND
 AT0141_STAMPING: PBM MILE NO 6 MLS 1961
 AT0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0141+STABILITY: SURFACE MOTION
 AT0141
 AT0141  HISTORY     - Date     Condition        Report By
 AT0141  HISTORY     - 1961     MONUMENTED       USE
 AT0141  HISTORY     - 1971     GOOD             NGS
 AT0141
 AT0141                          STATION DESCRIPTION
 AT0141
 AT0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0141'8.25 MI SW FROM PILOTTOWN.
 AT0141'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0141'LOOKOUT TOWER AT PILOTTOWN, THENCE 5.75 MILES SOUTHWEST ALONG THE
 AT0141'SOUTHEAST BANK OF SOUTHWEST PASS, ABOUT 200 FEET SOUTHEAST OF MILEPOST
 AT0141'6, 25 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE PASS, 3 FEET
 AT0141'NORTHWEST OF A WOODEN WITNESS POST, A USE DISK ON THE TOP OF A 1-INCH
 AT0141'IRON PIPE 3 INCHES BELOW THE LEVEL OF THE GROUND. NOTE-- MARK IS
 AT0141'REPORTED TO BE 40 FEET IN THE GROUND.  NOTE-- MARK IS ALSO ABOUT 0.1
 AT0141'MILE WEST OF A PUMPING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0145 ***********************************************************************
 AT0145  DESIGNATION -  MILE 7
 AT0145  PID         -  AT0145
 AT0145  STATE/COUNTY-  LA/PLAQUEMINES
 AT0145  USGS QUAD   -  DIXON BAY (1971)
 AT0145
 AT0145                         *CURRENT SURVEY CONTROL
 AT0145  ___________________________________________________________________
 AT0145* NAD 83(1986)-  29 03 34.     (N)    089 18 18.     (W)     SCALED    
 AT0145* NAVD 88     -         0.415  (meters)       1.36   (feet)  READJUSTED
 AT0145  ___________________________________________________________________
 AT0145  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AT0145  DYNAMIC HT  -           0.410 (meters)       1.35  (feet)  COMP
 AT0145  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 AT0145
 AT0145  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0145
 AT0145.The horizontal coordinates were scaled from a topographic map and have
 AT0145.an estimated accuracy of +/- 6 seconds.
 AT0145
 AT0145.The orthometric height was determined by differential leveling
 AT0145.and adjusted by the National Geodetic Survey in February 1994..
 AT0145.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0145.distribution rate of 0.0 thru 1.0 mm/km.
 AT0145.The height was derived from older observations constrained to new
 AT0145.heights in a crustal motion area.  The height is approximate in
 AT0145.relation to other heights in its vicinity.
 AT0145
 AT0145.The geoid height was determined by GEOID03.
 AT0145
 AT0145.The dynamic height is computed by dividing the NAVD 88
 AT0145.geopotential number by the normal gravity value computed on the
 AT0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0145.degrees latitude (g = 980.6199 gals.).
 AT0145
 AT0145.The modeled gravity was interpolated from observed gravity values.
 AT0145
 AT0145;                    North         East    Units  Estimated Accuracy
 AT0145;SPC LA S     -    63,760.    1,197,530.      MT  (+/- 180 meters Scaled)
 AT0145
 AT0145                          SUPERSEDED SURVEY CONTROL
 AT0145
 AT0145  NGVD 29 (??/??/??)    0.493  (m)            1.62   (f) ADJUSTED    1 1
 AT0145
 AT0145.Superseded values are not recommended for survey control.
 AT0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0145.See file dsdata.txt to determine how the superseded data were derived.
 AT0145
 AT0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT755167(NAD 83)
 AT0145_MARKER: DD = SURVEY DISK
 AT0145_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AT0145+WITH SETTING: INTO GROUND
 AT0145_STAMPING: PBM MILE NO 7 MSL 1961
 AT0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0145+STABILITY: SURFACE MOTION
 AT0145
 AT0145  HISTORY     - Date     Condition        Report By
 AT0145  HISTORY     - 1961     MONUMENTED       USE
 AT0145  HISTORY     - 1971     GOOD             NGS
 AT0145
 AT0145                          STATION DESCRIPTION
 AT0145
 AT0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0145'9.4 MI SW FROM PILOTTOWN.
 AT0145'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0145'LOOKOUT TOWER AT PILOTTOWN, THENCE 6.9 MILES SOUTHEAST ALONG THE
 AT0145'SOUTHWEST BANK OF SOUTHWEST PASS, ABOUT 0.1 MILE WEST OF THE NORTHEAST
 AT0145'END OF A LARGE OIL REFINERY, 56 YARDS SOUTHEAST OF THE SOUTHEAST BANK
 AT0145'OF THE PASS, 2 FEET NORTHEAST OF A WOODEN WITNESS POST, AND IS A DISK
 AT0145'ON THE TOP OF A 1 INCH IRON PIPE WHICH PROJECTS 18 INCHES ABOVE THE
 AT0145'LEVEL OF THE GROUND.  THE PIPE IS REPORTED TO BE 40 FEET DEEP IN THE
 AT0145'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0149 ***********************************************************************
 AT0149  DESIGNATION -  MILE 8
 AT0149  PID         -  AT0149
 AT0149  STATE/COUNTY-  LA/PLAQUEMINES
 AT0149  USGS QUAD   -  DIXON BAY (1971)
 AT0149
 AT0149                         *CURRENT SURVEY CONTROL
 AT0149  ___________________________________________________________________
 AT0149* NAD 83(1986)-  29 02 48.     (N)    089 18 46.     (W)     SCALED    
 AT0149* NAVD 88     -         0.817  (meters)       2.68   (feet)  READJUSTED
 AT0149  ___________________________________________________________________
 AT0149  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AT0149  DYNAMIC HT  -           0.820 (meters)       2.69  (feet)  COMP
 AT0149  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 AT0149
 AT0149  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0149
 AT0149.The horizontal coordinates were scaled from a topographic map and have
 AT0149.an estimated accuracy of +/- 6 seconds.
 AT0149
 AT0149.The orthometric height was determined by differential leveling
 AT0149.and adjusted by the National Geodetic Survey in February 1994..
 AT0149.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0149.distribution rate of 0.0 thru 1.0 mm/km.
 AT0149.The height was derived from older observations constrained to new
 AT0149.heights in a crustal motion area.  The height is approximate in
 AT0149.relation to other heights in its vicinity.
 AT0149
 AT0149.The geoid height was determined by GEOID03.
 AT0149
 AT0149.The dynamic height is computed by dividing the NAVD 88
 AT0149.geopotential number by the normal gravity value computed on the
 AT0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0149.degrees latitude (g = 980.6199 gals.).
 AT0149
 AT0149.The modeled gravity was interpolated from observed gravity values.
 AT0149
 AT0149;                    North         East    Units  Estimated Accuracy
 AT0149;SPC LA S     -    62,330.    1,196,790.      MT  (+/- 180 meters Scaled)
 AT0149
 AT0149                          SUPERSEDED SURVEY CONTROL
 AT0149
 AT0149  NGVD 29 (??/??/??)    0.896  (m)            2.94   (f) ADJUSTED    1 1
 AT0149
 AT0149.Superseded values are not recommended for survey control.
 AT0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0149.See file dsdata.txt to determine how the superseded data were derived.
 AT0149
 AT0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT748153(NAD 83)
 AT0149_MARKER: DD = SURVEY DISK
 AT0149_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AT0149+WITH SETTING: INTO GROUND
 AT0149_STAMPING: PBM MILE NO 8 MSL 1961
 AT0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0149+STABILITY: SURFACE MOTION
 AT0149
 AT0149  HISTORY     - Date     Condition        Report By
 AT0149  HISTORY     - 1961     MONUMENTED       USE
 AT0149  HISTORY     - 1971     GOOD             NGS
 AT0149
 AT0149                          STATION DESCRIPTION
 AT0149
 AT0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0149'10.45 MI SW FROM PILOTTOWN.
 AT0149'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0149'LOOKOUT TOWER AT PILOTTOWN, THENCE 7.95 MILES SOUTHWEST ALONG THE
 AT0149'SOUTHEAST BANK OF SOUTHWEST PASS, AT THE SOUTHWEST EDGE OF A LARGE OIL
 AT0149'STORAGE BATTERY AND REFINERY, 90 YARDS SOUTHEAST OF THE SOUTHEAST BANK
 AT0149'OF THE PASS, ABOUT 0.1 MILE EAST OF MILEPOST 8, 23 YARDS SOUTHWEST OF
 AT0149'THE EDGE OF A SHELL ROAD, AND IS A USE DISK ON THE TOP OF A 1-INCH
 AT0149'IRON PIPE PROTECTED BY CONCRETE AND PROJECTS 18 INCHES ABOVE THE LEVEL
 AT0149'OF THE GROUND.  NOTE--THE PIPE IS REPORTED TO BE 40 FEET DEEP IN THE
 AT0149'GROUND.  AND 1.8 FEET SOUTHEAST OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3919 ***********************************************************************
 BJ3919  DESIGNATION -  MILE O
 BJ3919  PID         -  BJ3919
 BJ3919  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3919  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3919
 BJ3919                         *CURRENT SURVEY CONTROL
 BJ3919  ___________________________________________________________________
 BJ3919* NAD 83(1986)-  30 25 57.     (N)    091 11 25.     (W)     SCALED    
 BJ3919* NAVD 88     -         9.212  (meters)      30.22   (feet)  ADJUSTED  
 BJ3919  ___________________________________________________________________
 BJ3919  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3919  DYNAMIC HT  -           9.200 (meters)      30.18  (feet)  COMP
 BJ3919  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BJ3919
 BJ3919  VERT ORDER  -  SECOND    CLASS II
 BJ3919
 BJ3919.The horizontal coordinates were scaled from a topographic map and have
 BJ3919.an estimated accuracy of +/- 6 seconds.
 BJ3919
 BJ3919.The orthometric height was determined by differential leveling
 BJ3919.and adjusted by the National Geodetic Survey in February 1994..
 BJ3919
 BJ3919.The geoid height was determined by GEOID03.
 BJ3919
 BJ3919.The dynamic height is computed by dividing the NAVD 88
 BJ3919.geopotential number by the normal gravity value computed on the
 BJ3919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3919.degrees latitude (g = 980.6199 gals.).
 BJ3919
 BJ3919.The modeled gravity was interpolated from observed gravity values.
 BJ3919
 BJ3919;                    North         East    Units  Estimated Accuracy
 BJ3919;SPC LA S     -   214,220.    1,013,740.      MT  (+/- 180 meters Scaled)
 BJ3919
 BJ3919                          SUPERSEDED SURVEY CONTROL
 BJ3919
 BJ3919.No superseded survey control is available for this station.
 BJ3919
 BJ3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP737681(NAD 83)
 BJ3919_MARKER: DB = BENCH MARK DISK
 BJ3919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3919_SP_SET: CONCRETE POST
 BJ3919_STAMPING: MILE O
 BJ3919_MARK LOGO: USE   
 BJ3919_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3919+STABILITY: SURFACE MOTION
 BJ3919
 BJ3919  HISTORY     - Date     Condition        Report By
 BJ3919  HISTORY     - UNK      MONUMENTED       USE
 BJ3919  HISTORY     - 1987     GOOD             LA-033
 BJ3919
 BJ3919                          STATION DESCRIPTION
 BJ3919
 BJ3919'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3919'IN BATON ROUGE.
 BJ3919'IN BATON ROUGE, ABOUT 0.6 KM (0.4 MI) SOUTH ALONG RIVER ROAD FROM THE
 BJ3919'INTERSTATE HIGHWAY 10 BRIDGE OVERPASS TO THE MARK ON THE EAST SIDE OF
 BJ3919'THE ROAD IN FRONT OF THE PHILLIPS 66 HOME OIL COMPANY AND A LARGE
 BJ3919'WAREHOUSE, 5.8 METERS (19 FEET) EAST OF THE CENTER OF THE ROAD, 1.2
 BJ3919'METERS (4 FEET) WEST OF A POWER POLE.
 BJ3919'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 BJ3919'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4488 ***********************************************************************
 BJ4488  DESIGNATION -  MILES RESET
 BJ4488  PID         -  BJ4488
 BJ4488  STATE/COUNTY-  LA/ASCENSION
 BJ4488  USGS QUAD   -  GONZALES (1991)
 BJ4488
 BJ4488                         *CURRENT SURVEY CONTROL
 BJ4488  ___________________________________________________________________
 BJ4488* NAD 83(1992)-  30 09 40.29923(N)    090 55 13.67107(W)     ADJUSTED  
 BJ4488* NAVD 88     -         3.04   (+/-2cm)      10.0  **(feet)  VERTCON   
 BJ4488  **This station is located in a subsidence area (see below).
 BJ4488  ___________________________________________________________________
 BJ4488  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ4488  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BJ4488
 BJ4488  HORZ ORDER  -  FIRST
 BJ4488  VERT ORDER  -  THIRD ? (See Below)
 BJ4488
 BJ4488.The horizontal coordinates were established by classical geodetic methods
 BJ4488.and adjusted by the National Geodetic Survey in January 1993..
 BJ4488
 BJ4488 ** The orthometric height has not been validated since last determined
 BJ4488 ** by differential leveling and should not be used for control purposes.
 BJ4488 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4488 ** area with valid NAVD 88 orthometric heights.
 BJ4488 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4488 ** epoch indicated which incorporates improved geoid heights for the
 BJ4488 ** Southern Louisiana Subsidence area.
 BJ4488 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4488.The vertical order pertains to the NGVD 29 superseded value.
 BJ4488
 BJ4488.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4488
 BJ4488.The geoid height was determined by GEOID03.
 BJ4488
 BJ4488;                    North         East     Units Scale Factor Converg.
 BJ4488;SPC LA S     -   184,205.747 1,039,768.786   MT  0.99992964   +0 12 23.2
 BJ4488;SPC LA S     -   604,348.35  3,411,308.09   sFT  0.99992964   +0 12 23.2
 BJ4488;UTM  15      - 3,338,473.679   700,263.413   MT  1.00009481   +1 02 42.6
 BJ4488
 BJ4488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4488!SPC LA S     -   1.00000372  x   0.99992964  =   0.99993336
 BJ4488!UTM  15      -   1.00000372  x   1.00009481  =   1.00009853
 BJ4488
 BJ4488|---------------------------------------------------------------------|
 BJ4488| PID    Reference Object                     Distance      Geod. Az  |
 BJ4488|                                                           dddmmss.s |
 BJ4488| BJ1087 MILES RM 3                           12.732 METERS 03911     |
 BJ4488| BJ4493 MILES RM 5                           34.130 METERS 09722     |
 BJ4488| CW2101 MILES RM 1                           23.350 METERS 10516     |
 BJ4488| BJ1086 MILES RM 4                           14.374 METERS 15723     |
 BJ4488| BJ4503 ORMET WATER TANK                    APPROX. 3.0 KM 1700140.9 |
 BJ4488| CW2102 MILES RM 2                           74.300 METERS 18639     |
 BJ4488| BJ1085 L 192                               APPROX. 1.3 KM 1874642.6 |
 BJ4488|---------------------------------------------------------------------|
 BJ4488
 BJ4488                          SUPERSEDED SURVEY CONTROL
 BJ4488
 BJ4488  NAD 83(1986)-  30 09 40.31625(N)    090 55 13.67127(W) AD(       ) 1
 BJ4488  NAD 27      -  30 09 39.60408(N)    090 55 13.31888(W) AD(       ) 1
 BJ4488  NGVD 29 (07/19/86)    3.11   (m)           10.2    (f) LEVELING    3  
 BJ4488
 BJ4488.Superseded values are not recommended for survey control.
 BJ4488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4488.See file dsdata.txt to determine how the superseded data were derived.
 BJ4488
 BJ4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0026338474(NAD 83)
 BJ4488_MARKER: DS = TRIANGULATION STATION DISK
 BJ4488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4488
 BJ4488  HISTORY     - Date     Condition        Report By
 BJ4488  HISTORY     - 1929     MONUMENTED       CGS
 BJ4488  HISTORY     - 1937     GOOD             LAGS
 BJ4488  HISTORY     - 1948     POOR             USE
 BJ4488  HISTORY     - 1953     MARK NOT FOUND   CGS
 BJ4488  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ4488  HISTORY     - 1961     GOOD             USGS
 BJ4488  HISTORY     - 1961     GOOD             USGS
 BJ4488  HISTORY     - 1964     GOOD             CGS
 BJ4488  HISTORY     - 1969     GOOD             CGS
 BJ4488  HISTORY     - 1970     GOOD             NGS
 BJ4488  HISTORY     - 1973     GOOD             NGS
 BJ4488
 BJ4488                          STATION DESCRIPTION
 BJ4488
 BJ4488'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4488'ABOUT 6 MILES NE OF DONALDSONVILLE, AND 1.6 MILES N ON U.S.
 BJ4488'HIGHWAY 61 FROM RAILROAD CROSSING AT BURNSIDE RAILROAD STATION,
 BJ4488'ON LAND OWNED BY MILES PLANTATION AND MANUFACTURING COMPANY,
 BJ4488'BETWEEN A DITCH (S OF E-W PLANTATION ROAD) AND BURNT STRAW
 BJ4488'STACK, AND 44 FEET W OF CENTER LINE OF ROUTE 61.
 BJ4488'
 BJ4488'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4488'DISKS SET IN CONCRETE.
 BJ4488'
 BJ4488'REFERENCE MARK NO. 1 IS E OF ROUTE 61, ON N SIDE OF PLANTATION
 BJ4488'ROAD, AND 23.55 METERS (77.3 FEET) FROM STATION S 74 DEG 44 MIN E.
 BJ4488'
 BJ4488'REFERENCE MARK NO. 2 IS ON W SIDE OF ROUTE 61, AND 74.30 METERS
 BJ4488'(243.8 FEET) FROM STATION S 6 DEG 39 MIN W. FROM
 BJ4488'STATION TO DONALDSONVILLE CATHOLIC CHURCH SPIRE IS
 BJ4488'S 44 DEG 05 MIN W.
 BJ4488
 BJ4488                          STATION RECOVERY (1937)
 BJ4488
 BJ4488'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BJ4488'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BJ4488
 BJ4488                          STATION RECOVERY (1948)
 BJ4488
 BJ4488'RECOVERY NOTE BY US ENGINEERS 1948
 BJ4488'SURFACE MARK IS BADLY BATTERED.  12-INCH BY 12-INCH CONCRETE
 BJ4488'MONUMENT WITH DISK MISSING.  TOP REMAINS OF MONUMENT IS ABOUT
 BJ4488'6 INCHES ABOVE GROUND.  SUB-SURFACE MARK IS EVIDENTLY INTACT.
 BJ4488'
 BJ4488'STATION IS ABOUT 1-1/2 MILES N BY E ALONG STATE HWY 88 FROM
 BJ4488'THE Y AND MV RR AT BURNSIDE AND 3/4 MILE N BY E FROM INTERSECTION
 BJ4488'OF HWYS 88 AND 761.  IT IS BETWEEN AN E-W FIELD ROAD AND A
 BJ4488'CATTLE PEN IN WHICH IS GROWING A CLUSTER OF MEDIUM SIZED TREES,
 BJ4488'THE ONLY ONES IN THIS VICINITY, 43-1/2 FEET W OF CENTERLINE OF
 BJ4488'HWY 88, 10 FEET N OF CENTERLINE OF FIELD ROAD, 6.6 FEET S OF
 BJ4488'SOUTH FENCE OF CATTLE PEN AT A POINT 15 FEET W OF SOUTHEAST
 BJ4488'CORNER.  A BURNT STRAW STACK ABOUT 8 FEET HIGH GROWN OVER IN
 BJ4488'WEEDS IS LOCATED JUST N OF CATTLE PEN.  LARGE DRAINAGE DITCH
 BJ4488'RUNS S OF AND PARALLEL TO THE FIELD ROAD.
 BJ4488'
 BJ4488'WITNESS MARK IS IN NW CORNER OF WEST HEADWALL OF 24-INCH
 BJ4488'CONCRETE PIPE CULVERT UNDER HIGHWAY (THERE IS A 36-INCH IRON
 BJ4488'PIPE CULVERT 5 FEET N OF CONCRETE PIPE), S 31-1/2 E (MAG), 45.2
 BJ4488'FEET.
 BJ4488'
 BJ4488'REFERENCE MARK NO. 1 IS A BRONZE DISK IN 12-INCH BY 12-INCH
 BJ4488'CONCRETE MONUMENT N 78 DEG 16 MIN E 77.3 FEET FROM STATION. IT IS
 BJ4488'32-1/2 FEET E OF CENTERLINE OF HIGHWAY, 9 FEET N OF CENTERLINE
 BJ4488'OF FIELD ROAD, IN HIGH WEEDS.  MONUMENT IS FLUSH WITH TOP OF
 BJ4488'GROUND AND TOP IS BATTERED BUT DISK IS INTACT.
 BJ4488'
 BJ4488'REFERENCE MARK NO. 2 IS A BRONZE DISK IN 12-INCH BY 12-INCH
 BJ4488'CONCRETE MONUMENT S 6 DEG 39 MIN W, 243.8 FEET FROM STATION.  IT
 BJ4488'IS 32-1/2 FEET W OF CENTERLINE OF HIGHWAY AT A POINT 204 FEET
 BJ4488'S OF CENTERLINE OF CONCRETE PIPE CULVERT, 4 FEET W OF FENCE,
 BJ4488'IN WEEDS AND GRASS AT EAST EDGE OF CANE FIELD.  MONUMENT HAS
 BJ4488'BEEN HIT AND SHIFTED IN POSITION SLIGHTLY.  TOP OF MARK IS 4
 BJ4488'INCHES ABOVE GROUND.
 BJ4488'
 BJ4488'TRIANGULATION STATION DISK STAMPED MILES 1929 RECEIVED AT THIS
 BJ4488'OFFICE 4/19/49.
 BJ4488
 BJ4488                          STATION RECOVERY (1953)
 BJ4488
 BJ4488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PAE)
 BJ4488'THE STATION MARK IS MISSING.  DID NOT DIG FOR SUBSURFACE MARK.
 BJ4488'REFERENCE MARK 1 NOT FOUND.  REFERENCE MARK 2 FOUND.
 BJ4488'
 BJ4488'MR. ELKINS TALKED TO THE FARMER, AND HE INFORMED HIM THAT
 BJ4488'THE TRIANGULATION STATION WAS DESTROYED WHILE PLOWING THE
 BJ4488'FIELD.
 BJ4488
 BJ4488                          STATION RECOVERY (1955)
 BJ4488
 BJ4488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4488'THE STATION WAS VISITED ON MARCH 3, 1955.  THE SURFACE MARK WAS
 BJ4488'FOUND BROKEN OFF FROM CULTIVATING THE FIELDS.  THE SURFACE
 BJ4488'MARK WAS TAKEN UP, AND THE SUBSURFACE MARK WAS FOUND IN GOOD
 BJ4488'CONDITION.  THE SUBSURFACE MARK WAS LOWERED IN ITS ORIGINAL
 BJ4488'POSITION, AND A NEW SURFACE MARK WAS SET ABOUT 12 IN. BELOW THE
 BJ4488'SURFACE OF THE GROUND.  REFERENCE MARK 1 WAS FOUND WITH THE
 BJ4488'TOP OF THE MARK BROKEN OFF, THE DISK WAS NOT FOUND.  REFERENCE
 BJ4488'MARK 2 WAS FOUND UPROOTED, THE DISK WAS RECLAIMED.  REFERENCE
 BJ4488'MARKS 3 AND 4 WERE ESTABLISHED AT THIS DATE.  THE CATTLE
 BJ4488'PENS AND TREES MENTIONED IN THE ORIGINAL DESCRIPTION HAVE
 BJ4488'BEEN REMOVED.  THE AREA IS NOW A CANE FIELD ALTERNATELY USED
 BJ4488'AS A PASTURE.  A NEW DESCRIPTION FOLLOWS--
 BJ4488'
 BJ4488'THE STATION IS LOCATED 6.15 MI. S OF THE GRADE SCHOOL IN
 BJ4488'GONZALES ALONG STATE HIGHWAY 88, 1.65 MI. N ALONG STATE HIGHWAY
 BJ4488'88 FROM THE POST OFFICE IN BURNSIDE, 0.8 MI. N OF THE INTERSECTION
 BJ4488'OF STATE HIGHWAYS 88 AND 761, AT THE THIRD CULVERT AND HEADLAND
 BJ4488'N OF THE INTERSECTION, AND ON THE CLARK PLANTATION OWNED BY
 BJ4488'MR. REMY P. ROBERTS AND BROS.  IT IS AT THE E EDGE OF A FIELD,
 BJ4488'43 FT. W OF THE CENTER OF STATE HIGHWAY 88, 14 FT. N OF THE
 BJ4488'CENTER OF THE FIELD ROAD OR HEADLAND LEADING W, 45 FT. NW OF
 BJ4488'THE NW CORNER OF THE HEADWALL OF A CONCRETE CULVERT, AND 65
 BJ4488'FT.  W OF A CHISELED CROSS IN THE N END OF A 5-FT. IRON CULVERT
 BJ4488'WHICH IS E OF THE HIGHWAY AND UNDER THE FIELD ROAD
 BJ4488'LEADING E.  IT IS A STANDARD DISK, STAMPED MILES 1929 1955
 BJ4488'AND SET 12 IN.  BELOW THE SURFACE OF THE GROUND.
 BJ4488'
 BJ4488'REFERENCE MARK 3 IS 41.78 FT. NE OF THE STATION, 22.5 FT. W
 BJ4488'OF THE CENTERLINE OF THE HIGHWAY, 53 FT. N OF THE CENTER OF THE
 BJ4488'FIELD ROAD LEADING W, AND 73.5 FT. N OF THE NW CORNER OF THE
 BJ4488'HEADWALL OF THE CONCRETE CULVERT.  IT IS WITNESSED BY A RAILROAD
 BJ4488'RAIL PROJECTING 3 FT.  IT IS A STANDARD DISK, STAMPED MILES NO 3
 BJ4488'1929 1955 AND PROJECTING 8 IN.
 BJ4488'
 BJ4488'REFERENCE MARK 4 IS 47.22 FT. SE OF THE STATION, AND IN THE
 BJ4488'CENTER OF THE W HEADWALL OF A 24-IN. CULVERT UNDER STATE
 BJ4488'HIGHWAY 88.  (THIS CULVERT IS 5 FT. S OF A 36-IN. IRON CULVERT.)
 BJ4488'IT IS A STANDARD DISK, SET IN A DRILL HOLE IN THE TOP OF THE
 BJ4488'HEADWALL, AND STAMPED MILES NO 4 1929 1955.
 BJ4488'
 BJ4488'THE DISTANCE BETWEEN REFERENCE MARKS 3 AND 4 IS 76.2 FT.
 BJ4488
 BJ4488                          STATION RECOVERY (1961)
 BJ4488
 BJ4488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BJ4488'REVISED DESCRIPTION--SIX INCHES UNDER THE SURFACE.  IT IS 43-1/2
 BJ4488'FT W OF CENTERLINE OF HWY 88, AND 10 FT N OF C/L OF FIELD RD
 BJ4488'THAT HAS BEEN ABANDONED.
 BJ4488'
 BJ4488'R.M. NO. 1 RESET IS 41.8 FT NNE OF THE STATION.
 BJ4488'
 BJ4488'R.M. NO. 2 HAS BEEN DESTROYED.
 BJ4488
 BJ4488                          STATION RECOVERY (1961)
 BJ4488
 BJ4488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BJ4488'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4488
 BJ4488                          STATION RECOVERY (1964)
 BJ4488
 BJ4488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ4488'THE STATION AND REFERENCE MARK NO. 3 AND 4 WERE RECOVERED AND
 BJ4488'IN GOOD CONDITION.  THE STATION MAY BE REACHED BY GOING 1.5
 BJ4488'MILES NORTH ALONG STATE HIGHWAY 44 FROM THE CROSSING OF THE
 BJ4488'ILLINOIS CENTRAL RAILROAD AT BURNSIDE, ALOS ABOUT 0.8 MILE
 BJ4488'NORTH ALONG STATE HIGHWAY 44 FROM THE INTERSECTION OF STATE
 BJ4488'HIGHWAY 22, IN A LARGE OPEN PASTURE, 43-1/2 FEET WEST OF THE
 BJ4488'CENTER LINE OF THE HIGHWAY, 45 FEET NORTHWEST OF THE NORTHWEST
 BJ4488'CORNER OF THE WEST CONCRETE HEAD WALL OF A 30-INCH PIPE
 BJ4488'CULVERT UNDER THE HIGHWAY, ABOUT LEVEL WITH HIGHWAY, SET IN
 BJ4488'TOP OF A CONCRETE POST 4 INCHES UNDERGROUND.
 BJ4488'
 BJ4488'REFERENCE MARK NO. 3 IS 41.8 FEET NORTHEAST OF THE STATION,
 BJ4488'22-1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1-1/2 FEET
 BJ4488'EAST OF A FENCE LINE, 1-1/2 FEET NORTH OF A METAL WITNESS POST,
 BJ4488'SET IN TOP OF CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 BJ4488'
 BJ4488'REFERENCE MARK NO. 4 IS 47.2 FEET SOUTHEAST OF THE STATION,
 BJ4488'18 FEET WEST OF THE CENTER LINE OF HIGHWAY, SET ON TOP OF CENTER
 BJ4488'OF WEST CONCRETE HEAD WALL OF PIPE CULVERT UNDER HIGHWAY
 BJ4488'AND ABOUT LEVEL WITH THE HIGHWAY SURFACE.
 BJ4488
 BJ4488                          STATION RECOVERY (1969)
 BJ4488
 BJ4488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HDC)
 BJ4488'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 44 FROM ITS CROSSING
 BJ4488'WITH THE ILLINOIS CENTRAL RAILROAD AT BURNSIDE, ABOUT 0.8 MILE
 BJ4488'NORTH OF THE INTERSECTION OF STATE HIGHWAY 22 AND 44 IN A LARGE
 BJ4488'OPEN PASTURE, 43-1/2 FEET WEST OF THE CENTER LINE OF THE
 BJ4488'HIGHWAY, 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WEST
 BJ4488'HEADWALL OF A 30 INCH CULVERT UNDER THE HIGHWAY, ABOUT LEVEL
 BJ4488'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 4 INCHES
 BJ4488'UNDERGROUND.
 BJ4488'
 BJ4488'REFERENCE MARK NO. 3 IS ABOUT 1.5 MILES NORTH ALONG STATE
 BJ4488'HIGHWAY 44 FROM THE INTERSECTION OF THE ILLINOIS CENTRAL RAILROAD
 BJ4488'AT BURNSIDE, ABOUT 0.8 MILE NORTH OF THE INTERSECTION OF STATE
 BJ4488'HIGHWAY 22 AND 44, AT A FENCE LINE, 22.5 FEET WEST OF THE CENTER
 BJ4488'LINE OF THE HIGHWAY, 41.9 FEET NORTHEAST OF THE STATION, 1-1/2
 BJ4488'FEET EAST OF A FENCE LINE, 1-1/2 FEET SOUTH OF A 4 INCH IRON
 BJ4488'PIPE WHICH PROJECTS 3 FEET ABOVE GROUND, 1-1/2 FEET NORTH OF A
 BJ4488'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 BJ4488'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 BJ4488'THE LEVEL OF THE GROUND.
 BJ4488'
 BJ4488'REFERENCE MARK NO. 4 IS 1.5 MILE NORTH ALONG STATE HIGHWAY 44
 BJ4488'FROM ITS INTERSECTION WITH THE ILLINOIS CENTRAL RAILROAD
 BJ4488'AT BURNSIDE, SET ON THE WEST CONCRETE HEADWALL OF A 30 INCH PIPE
 BJ4488'CULVERT UNDER HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF THE
 BJ4488'HIGHWAY, 47.2 FEET SOUTHEAST OF THE STATION AND 1 FOOT BELOW THE
 BJ4488'LEVEL OF THE HIGHWAY.
 BJ4488
 BJ4488                          STATION RECOVERY (1970)
 BJ4488
 BJ4488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4488'STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND ARE IN GOOD
 BJ4488'CONDITION.  DISTANCE TO REFERENCE MARK 3 CHECKED ADEQUATELY BUT
 BJ4488'DISTANCE TO REFERENCE MARK 4 AND HORIZONTAL ANGLE BETWEEN THE MARKS
 BJ4488'DID NOT CHECK THE PREVIOUS DATA.
 BJ4488'
 BJ4488'STATION MARK WAS TOO CLOSE TO AN OVERHEAD POWERLINE TO ERRECT A
 BJ4488'SURVEY TOWER, THEREFORE A REFERENCE MARK 5 WAS ESTABLISHED AND
 BJ4488'OBSERVATIONS MADE FROM TOWER OVER THE MARK.
 BJ4488'
 BJ4488'LAND ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY THE
 BJ4488'OLIN-MATHISON CORPORATION OF BURNSIDE, LOUISIANA, 70738.
 BJ4488'
 BJ4488'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 5.
 BJ4488'
 BJ4488'STATION SURFACE MARK IS A STANDARD STATION MARK DISK, STAMPED MILES
 BJ4488'1929 1955, SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT IS
 BJ4488'6 INCHES BELOW GROUND SURFACE.  THE UNDERGROUND MARK IS PRESUMABLY
 BJ4488'42 INCHES BELOW GROUND SURFACE AND THE DISK STAMPED MILES 1929.
 BJ4488'IT IS 42 FEET WEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 44,
 BJ4488'35.4 FEET NORTHWEST OF A METAL WITNESS POST AND 18.0 FEET WEST OF
 BJ4488'A FENCELINE.
 BJ4488'
 BJ4488'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED MILES NO
 BJ4488'3 1929 1955, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4488'IS FLUSH WITH GROUND SURFACE.  IT IS 42 FEET NORTH OF THE
 BJ4488'APPROXIMATE CENTER OF A DRIVEWAY, 21.5 FEET WEST OF HIGHWAY 44, 2
 BJ4488'FEET EAST OF A FENCELINE, 1.5 FEET NORTH OF A METAL WITNESS POST
 BJ4488'AND 1 FOOT SOUTH OF A 4-INCH IRON PIPE.
 BJ4488'
 BJ4488'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED MILES NO
 BJ4488'4 1929 1955, IS SET IN A DRILL HOLE IN THE TOP CENTER OF THE WEST
 BJ4488'HEADWALL OF A CONCRETE CULVERT.  IT IS 50 FEET NORTH OF A
 BJ4488'POWERLINE POLE, 32 FEET SOUTH OF THE DRIVEWAY, 18.5 FEET WEST OF
 BJ4488'HIGHWAY 44, 11.7 FEET SOUTHEAST OF A METAL WITNESS POST AND 8.1
 BJ4488'FEET EAST OF A FENCELINE.
 BJ4488'
 BJ4488'REFERENCE MARKS 5 ARE STANDARD REFERENCE MARK DISKS, STAMPED MILES NO
 BJ4488'5 1929 1970.  THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL
 BJ4488'CONCRETE MONUMENT THAT IS 20 INCHES BELOW THE GROUND SURFACE.  THE
 BJ4488'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42
 BJ4488'INCHES BELOW THE GROUND SURFACE.  IT IS 70 FEET EAST OF HIGHWAY
 BJ4488'44, 48 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE NORTH END
 BJ4488'OF A CONCRETE CULVERT AND 23 FEET NORTH OF A FIELD ENTRANCE ROAD.
 BJ4488'
 BJ4488'SEE DESCRIPTION OF MILES RM 5 FOR NEW DESCRIPTION OF HOW TO REACH THE
 BJ4488'STATION.
 BJ4488'
 BJ4488'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4488'
 BJ4488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 BJ4488'OF BURNSIDE.
 BJ4488
 BJ4488                          STATION RECOVERY (1973)
 BJ4488
 BJ4488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4488'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4, REFERENCE
 BJ4488'MARK 5 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 BJ4488'CONDITION.
 BJ4488'
 BJ4488'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR MILES R.M. 5 1970
 BJ4488'OR MILES R.M. 5 1973.
 BJ4488'
 BJ4488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 BJ4488'SOUTH OF GONZALES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1730 ***********************************************************************
 BX1730  DESIGNATION -  MILES RM 1
 BX1730  PID         -  BX1730
 BX1730  STATE/COUNTY-  LA/SABINE
 BX1730  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1730
 BX1730                         *CURRENT SURVEY CONTROL
 BX1730  ___________________________________________________________________
 BX1730* NAD 83(1986)-  31 47 39.     (N)    093 29 37.     (W)     SCALED    
 BX1730* NAVD 88     -       110.42   (+/-2cm)     362.3    (feet)  VERTCON   
 BX1730  ___________________________________________________________________
 BX1730  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1730
 BX1730  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1730
 BX1730.The horizontal coordinates were scaled from a topographic map and have
 BX1730.an estimated accuracy of +/- 6 seconds.
 BX1730
 BX1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1730.The vertical order pertains to the NGVD 29 superseded value.
 BX1730
 BX1730.The geoid height was determined by GEOID03.
 BX1730
 BX1730;                    North         East    Units  Estimated Accuracy
 BX1730;SPC LA N     -   143,920.      905,910.      MT  (+/- 180 meters Scaled)
 BX1730
 BX1730                          SUPERSEDED SURVEY CONTROL
 BX1730
 BX1730  NGVD 29 (??/??/??)  110.476  (m)          362.45   (f) ADJUSTED    1 2
 BX1730
 BX1730.Superseded values are not recommended for survey control.
 BX1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1730.See file dsdata.txt to determine how the superseded data were derived.
 BX1730
 BX1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR532177(NAD 83)
 BX1730_MARKER: DR = REFERENCE MARK DISK
 BX1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1730_STAMPING: MILES NO 1 1919
 BX1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1730+STABILITY: SURFACE MOTION
 BX1730
 BX1730  HISTORY     - Date     Condition        Report By
 BX1730  HISTORY     - 1919     MONUMENTED       CGS
 BX1730  HISTORY     - 1938     GOOD             CGS
 BX1730  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1730
 BX1730                          STATION DESCRIPTION
 BX1730
 BX1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1730'1.75 MI E FROM PLEASANT HILL.
 BX1730'ABOUT 2.2 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1730'STATION AT PLEASANT HILL, SABINE PARISH, 72 FEET NORTHWEST OF
 BX1730'TRIANGULATION STATION MILES, DESCRIBED ABOVE, AND 31.1 FEET SOUTHWEST
 BX1730'OF THE SOUTHWEST RAIL.  A STANDARD REFERENCE-MARK DISK, STAMPED MILES
 BX1730'NO 1 199 AND SET IN THE TOP OF A CONCRETE POST.
 BX1730
 BX1730                          STATION RECOVERY (2001)
 BX1730
 BX1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1730'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1729 ***********************************************************************
 BX1729  DESIGNATION -  MILES RM 2
 BX1729  PID         -  BX1729
 BX1729  STATE/COUNTY-  LA/SABINE
 BX1729  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1729
 BX1729                         *CURRENT SURVEY CONTROL
 BX1729  ___________________________________________________________________
 BX1729* NAD 83(1986)-  31 47 37.     (N)    093 29 36.     (W)     SCALED    
 BX1729* NAVD 88     -       111.02   (+/-2cm)     364.2    (feet)  VERTCON   
 BX1729  ___________________________________________________________________
 BX1729  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1729
 BX1729  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1729
 BX1729.The horizontal coordinates were scaled from a topographic map and have
 BX1729.an estimated accuracy of +/- 6 seconds.
 BX1729
 BX1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1729.The vertical order pertains to the NGVD 29 superseded value.
 BX1729
 BX1729.The geoid height was determined by GEOID03.
 BX1729
 BX1729;                    North         East    Units  Estimated Accuracy
 BX1729;SPC LA N     -   143,860.      905,940.      MT  (+/- 180 meters Scaled)
 BX1729
 BX1729                          SUPERSEDED SURVEY CONTROL
 BX1729
 BX1729  NGVD 29 (??/??/??)  111.075  (m)          364.42   (f) ADJUSTED    1 2
 BX1729
 BX1729.Superseded values are not recommended for survey control.
 BX1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1729.See file dsdata.txt to determine how the superseded data were derived.
 BX1729
 BX1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR532176(NAD 83)
 BX1729_MARKER: DR = REFERENCE MARK DISK
 BX1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1729_STAMPING: MILES NO 2 1919
 BX1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1729+STABILITY: SURFACE MOTION
 BX1729
 BX1729  HISTORY     - Date     Condition        Report By
 BX1729  HISTORY     - 1919     MONUMENTED       CGS
 BX1729  HISTORY     - 1938     GOOD             CGS
 BX1729  HISTORY     - 20010331 GOOD             NGS
 BX1729  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1729
 BX1729                          STATION DESCRIPTION
 BX1729
 BX1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1729'1.75 MI E FROM PLEASANT HILL.
 BX1729'ABOUT 2.2 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1729'STATION AT PLEASANT HILL, SABINE PARISH, 14.8 FEET NORTH OF THE THIRD
 BX1729'POLE NORTHWEST OF DOBS CROSSING, ON THE TOP OF A BANK, 78 FEET
 BX1729'EAST-NORTHEAST OF TRIANGULATION STATION MILES, DESCRIBED ABOVE, AND
 BX1729'45.6 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD REFERENCE-MARK
 BX1729'DISK, STAMPED MILES NO 2 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1729
 BX1729                          STATION RECOVERY (2001)
 BX1729
 BX1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1729
 BX1729                          STATION RECOVERY (2006)
 BX1729
 BX1729'RECOVERY NOTE BY US POWER SQUADRON 2006 (TJ)
 BX1729'AREA HAS BEEN DISTURBED BY HEAVY EQUIPMENT. MOST LIKELY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4493 ***********************************************************************
 BJ4493  DESIGNATION -  MILES RM 5
 BJ4493  PID         -  BJ4493
 BJ4493  STATE/COUNTY-  LA/ASCENSION
 BJ4493  USGS QUAD   -  GONZALES (1991)
 BJ4493
 BJ4493                         *CURRENT SURVEY CONTROL
 BJ4493  ___________________________________________________________________
 BJ4493* NAD 83(1992)-  30 09 40.15716(N)    090 55 12.40610(W)     ADJUSTED  
 BJ4493* NAVD 88     -         2.64   (+/-2cm)       8.7  **(feet)  VERTCON   
 BJ4493  **This station is located in a subsidence area (see below).
 BJ4493  ___________________________________________________________________
 BJ4493  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ4493  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BJ4493
 BJ4493  HORZ ORDER  -  FIRST
 BJ4493  VERT ORDER  -  THIRD ? (See Below)
 BJ4493
 BJ4493.The horizontal coordinates were established by classical geodetic methods
 BJ4493.and adjusted by the National Geodetic Survey in January 1993..
 BJ4493
 BJ4493 ** The orthometric height has not been validated since last determined
 BJ4493 ** by differential leveling and should not be used for control purposes.
 BJ4493 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4493 ** area with valid NAVD 88 orthometric heights.
 BJ4493 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4493 ** epoch indicated which incorporates improved geoid heights for the
 BJ4493 ** Southern Louisiana Subsidence area.
 BJ4493 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4493.The vertical order pertains to the NGVD 29 superseded value.
 BJ4493
 BJ4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4493
 BJ4493.The geoid height was determined by GEOID03.
 BJ4493
 BJ4493;                    North         East     Units Scale Factor Converg.
 BJ4493;SPC LA S     -   184,201.494 1,039,802.648   MT  0.99992964   +0 12 23.8
 BJ4493;SPC LA S     -   604,334.40  3,411,419.19   sFT  0.99992964   +0 12 23.8
 BJ4493;UTM  15      - 3,338,469.922   700,297.339   MT  1.00009498   +1 02 43.3
 BJ4493
 BJ4493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4493!SPC LA S     -   1.00000378  x   0.99992964  =   0.99993342
 BJ4493!UTM  15      -   1.00000378  x   1.00009498  =   1.00009876
 BJ4493
 BJ4493:                Primary Azimuth Mark                     Grid Az
 BJ4493:SPC LA S     -  ORMET WATER TANK                         170 27 13.2
 BJ4493:UTM  15      -  ORMET WATER TANK                         169 36 53.7
 BJ4493
 BJ4493|---------------------------------------------------------------------|
 BJ4493| PID    Reference Object                     Distance      Geod. Az  |
 BJ4493|                                                           dddmmss.s |
 BJ4493| BJ4503 ORMET WATER TANK                    APPROX. 3.0 KM 1703937.0 |
 BJ4493| BJ1085 L 192                               APPROX. 1.3 KM 1891555.7 |
 BJ4493| BJ1086 MILES RM 4                           29.694 METERS 25234     |
 BJ4493| BJ4488 MILES RESET                          34.130 METERS 27722     |
 BJ4493| BJ1087 MILES RM 3                           29.493 METERS 29855     |
 BJ4493|---------------------------------------------------------------------|
 BJ4493
 BJ4493                          SUPERSEDED SURVEY CONTROL
 BJ4493
 BJ4493  NAD 83(1986)-  30 09 40.17420(N)    090 55 12.40643(W) AD(       ) 1
 BJ4493  NAD 27      -  30 09 39.46199(N)    090 55 12.05394(W) AD(       ) 1
 BJ4493  NGVD 29 (07/19/86)    2.71   (m)            8.9    (f) LEVELING    3  
 BJ4493
 BJ4493.Superseded values are not recommended for survey control.
 BJ4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4493.See file dsdata.txt to determine how the superseded data were derived.
 BJ4493
 BJ4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0029738470(NAD 83)
 BJ4493_MARKER: DR = REFERENCE MARK DISK
 BJ4493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4493
 BJ4493  HISTORY     - Date     Condition        Report By
 BJ4493  HISTORY     - 1970     MONUMENTED       NGS
 BJ4493  HISTORY     - 1973     GOOD             NGS
 BJ4493
 BJ4493                          STATION DESCRIPTION
 BJ4493
 BJ4493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4493'STATION IS LOCATED IN A FIELD, ABOUT 5 MILES SOUTH OF GONZALES, 1-1/2
 BJ4493'MILES NORTH OF BURNSIDE, 1-3/4 MILES NORTH OF THE MISSISSIPPI RIVER,
 BJ4493'6-1/2 MILES SOUTHEAST OF GEISMAR, 3.45 MILES SOUTH OF THE STATE
 BJ4493'HIGHWAYS 44 AND 30 JUNCTION AND ON LAND WHICH IS OWNED BY THE
 BJ4493'OLIN-MATHISON CORPORATION OF BURNSIDE, LOUISIANA, 70738.
 BJ4493'
 BJ4493'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 44
 BJ4493'WHICH IS AT THE NORTH EDGE OF GONZALES.  GO SOUTH ON HIGHWAY 44 FOR
 BJ4493'0.65 MILE TO THE GONZALES POST OFFICE ON THE LEFT.  CONTINUE
 BJ4493'SOUTH ON HIGHWAY 44 FOR 1.75 MILES TO THE JUNCTION WITH STATE
 BJ4493'HIGHWAY 30.  CONTINUE SOUTH ON HIGHWAY 44 FOR 3.45 MILES TO
 BJ4493'STATION ON LEFT AND MILES 1929 1955 ON THE RIGHT.
 BJ4493'
 BJ4493'AZIMUTH MARK IS REACHED FROM THE STATION.  GO SOUTH ON HIGHWAY 44 FOR
 BJ4493'0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY 22 AND MARK IS IN THE
 BJ4493'SOUTHEAST ANGLE OF THE JUNCTION.
 BJ4493'
 BJ4493'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED MILES NO 5
 BJ4493'1929 1970.  THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL
 BJ4493'CONCRETE MONUMENT WHICH IS ABOUT 20 INCHES BELOW THE GROUND
 BJ4493'SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 BJ4493'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 BJ4493'MARK IS 70 FEET EAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY
 BJ4493'44, 48.0 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER OF
 BJ4493'THE NORTH END OF A CONCRETE CULVERT AND 23 FEET NORTH OF A
 BJ4493'FIELD ENTRANCE ROAD.
 BJ4493'
 BJ4493'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED MILES NO
 BJ4493'3 1929 1955, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4493'IS FLUSH WITH THE GROUND SURFACE.  MARK IS 42 FEET NORTH OF THE
 BJ4493'APPROXIMATE CENTER OF A DRIVEWAY, 21.5 FEET WEST OF HIGHWAY 44,
 BJ4493'2.0 FEET EAST OF A FENCELINE, 1.5 FEET NORTH OF A METAL WITNESS
 BJ4493'POST AND 1 FOOT SOUTH OF A 4-INCH IRON PIPE.
 BJ4493'
 BJ4493'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED MILES NO
 BJ4493'4 1929 1955, CEMENTED IN A DRILL HOLE, IN THE TOP-CENTER OF THE WEST
 BJ4493'HEADWALL OF A CONCRETE CULVERT.  MARK IS 50.0 FEET NORTH OF A
 BJ4493'POWERLINE POLE, 32 FEET SOUTH OF THE DRIVEWAY, 18.5 FEET WEST OF
 BJ4493'HIGHWAY 44, 11.7 FEET SOUTHEAST OF A METAL WITNESS POST AND 8.1
 BJ4493'FEET EAST OF A FENCELINE.
 BJ4493'
 BJ4493'MILES 1929 1955 IS A STANDARD STATION MARK DISK, STAMPED MILES 1929
 BJ4493'1955, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 6 INCHES
 BJ4493'BELOW THE GROUND SURFACE.  THE UNDERGROUND DISK IS PRESUMABLY 42
 BJ4493'INCHES BELOW THE GROUND SURFACE AND THE DISK STAMPED THE SAME AS
 BJ4493'THE SURFACE DISK.  MARK IS 42 FEET WEST OF THE APPROXIMATE CENTER
 BJ4493'OF HIGHWAY 44, 35.4 FEET NORTHWEST OF A METAL WITNESS POST AND
 BJ4493'18.0 FEET WEST OF A FENCELINE.
 BJ4493'
 BJ4493'AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 BJ4493'DISK, STAMPED L 192 1964, CEMENTED IN A DRILL HOLE, IN THE TOP OF
 BJ4493'THE EAST END OF A CONCRETE CULVERT HEADWALL.  MARK IS 27.5 FEET WEST
 BJ4493'OF HIGHWAY 44, 22.5 FEET SOUTH OF HIGHWAY 22, 16.0 FEET
 BJ4493'NORTH-NORTHWEST OF A POWERLINE POLE AND 1.9 FEET NORTHWEST OF A
 BJ4493'METAL WITNESS POST.
 BJ4493'
 BJ4493'A TRAVERSE CONNECTION WAS MADE TO MILES 1929 1955.
 BJ4493'
 BJ4493'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
 BJ4493
 BJ4493                          STATION RECOVERY (1973)
 BJ4493
 BJ4493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4493'MEASUREMENTS WERE MADE WITH A 300 FOOT TAPE HOLDING 10 KGS. TENSION.
 BJ4493'
 BJ4493'STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4, L 192 1964 AND
 BJ4493'MILES 1929 1955 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BJ4493'
 BJ4493'THE HORIZONTAL DIRECTIONS AND THE DISTANCE CHECKED THE 1970 DATUM
 BJ4493'ADEQUATE.
 BJ4493'
 BJ4493'THE TO REACH THE STATION IS COMPLETELY ADEQUATE TO THE 1970
 BJ4493'DESCRIPTION.
 BJ4493'
 BJ4493'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1728 ***********************************************************************
 BX1728  DESIGNATION -  MILES=D 12
 BX1728  PID         -  BX1728
 BX1728  STATE/COUNTY-  LA/SABINE
 BX1728  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1728
 BX1728                         *CURRENT SURVEY CONTROL
 BX1728  ___________________________________________________________________
 BX1728* NAD 83(1992)-  31 47 37.42138(N)    093 29 35.86048(W)     ADJUSTED  
 BX1728* NAVD 88     -       110.52   (+/-2cm)     362.6    (feet)  VERTCON   
 BX1728  ___________________________________________________________________
 BX1728  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BX1728  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1728
 BX1728  HORZ ORDER  -  FIRST
 BX1728  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1728
 BX1728.The horizontal coordinates were established by classical geodetic methods
 BX1728.and adjusted by the National Geodetic Survey in January 1993..
 BX1728
 BX1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1728.The vertical order pertains to the NGVD 29 superseded value.
 BX1728
 BX1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1728
 BX1728.The geoid height was determined by GEOID03.
 BX1728
 BX1728;                    North         East     Units Scale Factor Converg.
 BX1728;SPC LA N     -   143,872.972   905,940.073   MT  0.99991707   -0 31 30.6
 BX1728;SPC LA N     -   472,023.24  2,972,238.39   sFT  0.99991707   -0 31 30.6
 BX1728;UTM  15      - 3,517,678.304   453,301.421   MT  0.99962689   -0 15 35.7
 BX1728
 BX1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1728!SPC LA N     -   0.99998675  x   0.99991707  =   0.99990382
 BX1728!UTM  15      -   0.99998675  x   0.99962689  =   0.99961364
 BX1728
 BX1728|---------------------------------------------------------------------|
 BX1728| PID    Reference Object                     Distance      Geod. Az  |
 BX1728|                                                           dddmmss.s |
 BX1728| CV8858 MILES RM                             22.694 METERS 06405     |
 BX1728| BX3004 SODUS                               APPROX. 4.3 KM 3253708.7 |
 BX1728|---------------------------------------------------------------------|
 BX1728
 BX1728                          SUPERSEDED SURVEY CONTROL
 BX1728
 BX1728  NAD 83(1986)-  31 47 37.43514(N)    093 29 35.85543(W) AD(       ) 1
 BX1728  NAD 27      -  31 47 36.83500(N)    093 29 35.21500(W) AD(       ) 1
 BX1728  NGVD 29 (??/??/??)  110.581  (m)          362.80   (f) ADJUSTED    1 2
 BX1728
 BX1728.Superseded values are not recommended for survey control.
 BX1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1728.See file dsdata.txt to determine how the superseded data were derived.
 BX1728
 BX1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5330117678(NAD 83)
 BX1728_MARKER: DS = TRIANGULATION STATION DISK
 BX1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1728_STAMPING: 362.660 MILES D 12 1919
 BX1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1728+STABILITY: SURFACE MOTION
 BX1728
 BX1728  HISTORY     - Date     Condition        Report By
 BX1728  HISTORY     - 1919     MONUMENTED       CGS
 BX1728  HISTORY     - 1919     GOOD             CGS
 BX1728  HISTORY     - 1935     GOOD             CGS
 BX1728  HISTORY     - 1936     GOOD             LAGS
 BX1728  HISTORY     - 1937     GOOD             LAGS
 BX1728  HISTORY     - 1950     GOOD             CGS
 BX1728  HISTORY     - 20010331 GOOD             NGS
 BX1728  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1728
 BX1728                          STATION DESCRIPTION
 BX1728
 BX1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLS)
 BX1728'STATION IS ABOUT 1-3/4 MILES E OF SODUS OR PLEASANT HILL,
 BX1728'640 METERS (2,100 FEET) E OF TEXAS AND PACIFIC RAILWAY MILEPOST
 BX1728'NO. 267, 25 METERS (82 FEET) W OF DOBS CROSSING, 3 MILES FROM
 BX1728'SODUS BY HIGHWAY AND WAGON ROAD AND 9.28 METERS (30.5 FEET)
 BX1728'S OF APPROXIMATE CENTER OF RAILROAD TRACKS.
 BX1728'
 BX1728'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX1728'DISKS SET IN CONCRETE.
 BX1728'
 BX1728'REFERENCE MARK IS 22.694 METERS (74.46 FEET) FROM STATION,
 BX1728'N 64 DEG 05 MIN E.
 BX1728
 BX1728                          STATION RECOVERY (1919)
 BX1728
 BX1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1728'1.75 MI E FROM PLEASANT HILL.
 BX1728'ABOUT 2.2 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1728'STATION AT PLEASANT HILL, SABINE PARISH, ABOUT 12-3/4 POLES SOUTHEAST
 BX1728'OF MILEPOST 267, ABOUT 365 FEET NORTHWEST OF THE CENTER OF DOBS
 BX1728'CROSSING, AND 30.5 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK. A
 BX1728'STANDARD TRIANGULATION-STATION DISK, STAMPED 362.663 MILES D 12 1919
 BX1728'AND SET IN THE TOP OF A CONCRETE POST.
 BX1728
 BX1728                          STATION RECOVERY (1935)
 BX1728
 BX1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1728'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 BX1728'MARK NOT FOUND, PROBABLY COVERED BY FILL.  STATION IS 369
 BX1728'FEET (ORIGINAL DISTANCE, 25 METERS (82 FEET) A MISTAKE) W
 BX1728'OF DOBS CROSSING, 27 FEET S OF S RAIL, ON BANK A FEW FEET
 BX1728'N OF S RIGHT-OF-WAY FENCE AND JUST N OF MR. MILES HOME, WHICH
 BX1728'IS ON A SMALL HILL.  STATION MARK STAMPED MILES 1919-1920.
 BX1728'
 BX1728'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET IN
 BX1728'A 14-BY 14-BY 30-INCH CONCRETE PIER ON FENCE LINE ON S SIDE
 BX1728'OF RAILROAD RIGHT-OF-WAY, 31.1 FEET S OF S RAIL AND 21.88
 BX1728'METERS (71.81 FEET) FROM STATION N 38 DEG 00 MIN W.
 BX1728'
 BX1728'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX1728'A 14-BY 14-BY 30-INCH CONCRETE PIER, ON TOP OF BANK 45.6 FEET
 BX1728'N OF N RAIL, 14.8 FEET NW OF 3RD TELEGRAPH POLE W OF DOBS
 BX1728'CROSSING AND 23.74 METERS (77.91 FEET) FROM STATION,
 BX1728'N 61 DEG 04 MIN 15 SEC E.
 BX1728'
 BX1728'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 34.720 METERS
 BX1728'(113.88 FEET) N 80 DEG 25 MIN 45 SEC W.
 BX1728'
 BX1728'TO REACH FROM SODUS, GO S ON PAVED HIGHWAY 171, ABOUT 1-1/2
 BX1728'MILES TO DIRT ROAD TO E.  TURN E AND GO NE FOR ABOUT 1-1/2
 BX1728'MILES TO DOBS CROSSING.
 BX1728
 BX1728                          STATION RECOVERY (1936)
 BX1728
 BX1728'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX1728'STATION RECOVERED AS DESCRIBED.
 BX1728
 BX1728                          STATION RECOVERY (1937)
 BX1728
 BX1728'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BX1728'STATION RECOVERED, DESCRIPTION IS ADEQUATE.
 BX1728
 BX1728                          STATION RECOVERY (1950)
 BX1728
 BX1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX1728'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 BX1728'IN 1935 AND ALL ARE IN GOOD CONDITION.  THIS IS A TRAVERSE
 BX1728'STATION.
 BX1728
 BX1728                          STATION RECOVERY (2001)
 BX1728
 BX1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1728'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1728
 BX1728                          STATION RECOVERY (2006)
 BX1728
 BX1728'RECOVERY NOTE BY US POWER SQUADRON 2006 (TJ)
 BX1728'AREA HAS BEEN DISTURBED BY HEAVY EQUIPMENT. MARK MOST LIKELY DESTROYED
 BX1728' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3006 ***********************************************************************
 BK3006  DESIGNATION -  MILL
 BK3006  PID         -  BK3006
 BK3006  STATE/COUNTY-  LA/ALLEN
 BK3006  USGS QUAD   -  ELIZABETH (1993)
 BK3006
 BK3006                         *CURRENT SURVEY CONTROL
 BK3006  ___________________________________________________________________
 BK3006* NAD 83(1992)-  30 49 03.97273(N)    092 47 21.83896(W)     ADJUSTED  
 BK3006* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 BK3006  ___________________________________________________________________
 BK3006  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BK3006  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK3006
 BK3006  HORZ ORDER  -  FIRST
 BK3006
 BK3006.The horizontal coordinates were established by classical geodetic methods
 BK3006.and adjusted by the National Geodetic Survey in January 1993..
 BK3006
 BK3006.The orthometric height was scaled from a topographic map.
 BK3006
 BK3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3006
 BK3006.The geoid height was determined by GEOID03.
 BK3006
 BK3006;                    North         East     Units Scale Factor Converg.
 BK3006;SPC LA S     -   257,805.433   860,675.682   MT  1.00002717   -0 43 41.0
 BK3006;SPC LA S     -   845,816.66  2,823,733.47   sFT  1.00002717   -0 43 41.0
 BK3006;SPC LA N     -    35,271.598   972,306.011   MT  1.00009740   -0 09 10.8
 BK3006;SPC LA N     -   115,720.23  3,189,973.97   sFT  1.00009740   -0 09 10.8
 BK3006;UTM  15      - 3,409,425.546   520,143.332   MT  0.99960501   +0 06 28.4
 BK3006
 BK3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3006!SPC LA S     -   0.99999891  x   1.00002717  =   1.00002608
 BK3006!SPC LA N     -   0.99999891  x   1.00009740  =   1.00009631
 BK3006!UTM  15      -   0.99999891  x   0.99960501  =   0.99960392
 BK3006
 BK3006|---------------------------------------------------------------------|
 BK3006| PID    Reference Object                     Distance      Geod. Az  |
 BK3006|                                                           dddmmss.s |
 BK3006| CW2104 MILL RM 1                            39.729 METERS 12158     |
 BK3006| CW2106 MILL RM 3                            32.864 METERS 17554     |
 BK3006| CW2105 MILL RM 2                            42.203 METERS 24027     |
 BK3006| BK3007 TT 13 X USGS 1935                    12.985 METERS 25910     |
 BK3006| CW2103 MILL AZ MK                                         2671543.5 |
 BK3006| BK3003 ELIZABETH CALCAS PAPER CO TK        APPROX. 6.3 KM 3502417.6 |
 BK3006| BK3004 ELIZABETH UNIVERSAL LUMBER TK       APPROX. 6.0 KM 3553303.5 |
 BK3006|---------------------------------------------------------------------|
 BK3006
 BK3006                          SUPERSEDED SURVEY CONTROL
 BK3006
 BK3006  NAD 83(1986)-  30 49 03.99221(N)    092 47 21.83243(W) AD(       ) 1
 BK3006  NAD 27      -  30 49 03.29400(N)    092 47 21.29600(W) AD(       ) 1
 BK3006
 BK3006.Superseded values are not recommended for survey control.
 BK3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3006.See file dsdata.txt to determine how the superseded data were derived.
 BK3006
 BK3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2014309426(NAD 83)
 BK3006_MARKER: DS = TRIANGULATION STATION DISK
 BK3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3006
 BK3006  HISTORY     - Date     Condition        Report By
 BK3006  HISTORY     - 1935     MONUMENTED       CGS
 BK3006  HISTORY     - 1936     GOOD             LAGS
 BK3006  HISTORY     - 1943     GOOD             CGS
 BK3006  HISTORY     - 1964     GOOD             USAF
 BK3006
 BK3006                          STATION DESCRIPTION
 BK3006
 BK3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3006'THIS STATION IS NEAR THE CORNER OF SECTIONS 4, 5, 8, AND 9,
 BK3006'IN T 3 S, R 4 W, ABOUT 7-1/2 MILES W OF OAKDALE AND ABOUT
 BK3006'3 MILES S OF ELIZABETH.  IN NE ANGLE OF T-ROAD INTERSECTION
 BK3006'OF PLACE WHERE STATE HIGHWAY 22 MAKES AN ANGLE TO THE N AND
 BK3006'E.  40 FEET N AND 107 FEET E OF CENTER LINE OF HIGHWAY.  110
 BK3006'FEET ENE OF CENTER OF T-INTERSECTION.  90 FEET ESE OF 10-INCH
 BK3006'GUM TREE.  64 FEET W OF 10-INCH MAGNOLIA TREE.  160 FEET SE
 BK3006'OF BRIDGE.  THE MARK PROJECTS 6 INCHES.
 BK3006'
 BK3006'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BK3006'BRONZE DISKS SET IN CONCRETE.
 BK3006'
 BK3006'REFERENCE MARK NO. 1 IS 130.15 FEET ESE OF STATION IN S LINE
 BK3006'OF RIGHT-OF-WAY HIGHWAY, 30 FEET S OF CENTER LINE OF ROAD,
 BK3006'16 FEET W OF 12-INCH MAGNOLIA, 10 FEET WNW OF 16-INCH BEECH
 BK3006'TREE, 6 FEET NE OF 10-INCH PINE TREE.  THE MARK PROJECTS 4
 BK3006'INCHES.
 BK3006'
 BK3006'REFERENCE MARK NO. 2 IS 138.46 FEET WSW OF STATION IN S LINE
 BK3006'OF RIGHT-OF-WAY OF E-W ROAD, 54 FEET SSW OF T-INTERSECTION,
 BK3006'13 FEET N OF 10-INCH OAK, 20 FEET ENE OF 10-INCH GUM, 33 FEET
 BK3006'S OF CENTER LINE OF ROAD.  THE MARK PROJECTS 4 INCHES.
 BK3006'
 BK3006'THE AZIMUTH MARK IS W OF THE STATION IN S LINE OF RIGHT-OF-WAY
 BK3006'OF E-W ROAD, 24 FEET S OF CENTER LINE OF ROAD, ABOUT 250 FEET
 BK3006'E OF SMALL WOODEN BRIDGE, 8 FEET S OF BERM.  THE MARK PROJECTS
 BK3006'6 INCHES.
 BK3006'
 BK3006'U.S.G.S. TT 13 X 1934 IS A STANDARD U.S.G.S. MARK SET IN AN
 BK3006'8-INCH CONCRETE POST 42.60 FEET WSW OF STATION AND 99.06 FEET
 BK3006'NE OF REFERENCE MARK NO. 2, 35 FEET N AND 65 FEET E OF CENTER
 BK3006'LINE OF HIGHWAY.  THE MARK PROJECTS 8 INCHES.
 BK3006'
 BK3006'TO REACH STATION FROM ELIZABETH, GO S ON STATE HIGHWAY 22, 3.3
 BK3006'MILES TO POINT WHERE HIGHWAY TURNS E AND STATION IN NE ANGLE.
 BK3006'
 BK3006'LIGHTS 126 FEET ABOVE STATION OAKDALE 1934 AND RICHEY COME
 BK3006'INTO VIEW 90 FEET ABOVE THIS STATION, LIGHTS 126 FEET ABOVE
 BK3006'STATION MITTIE COME INTO VIEW 103 FEET ABOVE THIS STATION, AND
 BK3006'LIGHTS 126 FEET ABOVE STATION TEN MILE COME INTO VIEW 77 FEET
 BK3006'ABOVE STATION.
 BK3006
 BK3006                          STATION RECOVERY (1936)
 BK3006
 BK3006'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK3006'STATION RECOVERED AS DESCRIBED.
 BK3006
 BK3006                          STATION RECOVERY (1943)
 BK3006
 BK3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WOS)
 BK3006'THE STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED IN
 BK3006'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT LOCATED.
 BK3006'TT13X (USGS) IN GOOD CONDITION AS DESCRIBED.
 BK3006
 BK3006                          STATION RECOVERY (1964)
 BK3006
 BK3006'RECOVERY NOTE BY US AIR FORCE 1964
 BK3006'STATION WAS RECOVERED, BUT SURFACE MARKER HAS BEEN UPROOTED.  NO
 BK3006'ATTEMPT WAS MADE TO DIG FOR UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2868 ***********************************************************************
 CQ2868  DESIGNATION -  MILL
 CQ2868  PID         -  CQ2868
 CQ2868  STATE/COUNTY-  LA/WINN
 CQ2868  USGS QUAD   -  DANVILLE (1986)
 CQ2868
 CQ2868                         *CURRENT SURVEY CONTROL
 CQ2868  ___________________________________________________________________
 CQ2868* NAD 83(1992)-  32 08 02.14660(N)    092 51 59.48541(W)     ADJUSTED  
 CQ2868* NAVD 88     -        88.9    (meters)     292.     (feet)  VERTCON   
 CQ2868  ___________________________________________________________________
 CQ2868  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CQ2868  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2868
 CQ2868  HORZ ORDER  -  FIRST
 CQ2868
 CQ2868.The horizontal coordinates were established by classical geodetic methods
 CQ2868.and adjusted by the National Geodetic Survey in January 1993..
 CQ2868
 CQ2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2868
 CQ2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2868
 CQ2868.The geoid height was determined by GEOID03.
 CQ2868
 CQ2868;                    North         East     Units Scale Factor Converg.
 CQ2868;SPC LA N     -   181,220.875   965,419.229   MT  0.99992183   -0 11 37.6
 CQ2868;SPC LA N     -   594,555.49  3,167,379.59   sFT  0.99992183   -0 11 37.6
 CQ2868;UTM  15      - 3,555,288.737   512,589.192   MT  0.99960195   +0 04 15.6
 CQ2868
 CQ2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2868!SPC LA N     -   0.99999009  x   0.99992183  =   0.99991192
 CQ2868!UTM  15      -   0.99999009  x   0.99960195  =   0.99959204
 CQ2868
 CQ2868|---------------------------------------------------------------------|
 CQ2868| PID    Reference Object                     Distance      Geod. Az  |
 CQ2868|                                                           dddmmss.s |
 CQ2868| CY5053 MILL RM 1                            22.921 METERS 02100     |
 CQ2868| CQ3090 HICKORY HILL                        APPROX.15.5 KM 2652754.1 |
 CQ2868| CY5054 MILL RM 2                            27.138 METERS 28028     |
 CQ2868|---------------------------------------------------------------------|
 CQ2868
 CQ2868                          SUPERSEDED SURVEY CONTROL
 CQ2868
 CQ2868  NAD 83(1986)-  32 08 02.16083(N)    092 51 59.47629(W) AD(       ) 1
 CQ2868  NAD 27      -  32 08 01.59050(N)    092 51 58.91344(W) AD(       ) 1
 CQ2868  NGVD 29 (07/19/86)   88.9    (m)          292.     (f) VERT ANG       
 CQ2868
 CQ2868.Superseded values are not recommended for survey control.
 CQ2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2868.See file dsdata.txt to determine how the superseded data were derived.
 CQ2868
 CQ2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1258955289(NAD 83)
 CQ2868_MARKER: DS = TRIANGULATION STATION DISK
 CQ2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2868
 CQ2868  HISTORY     - Date     Condition        Report By
 CQ2868  HISTORY     - 1971     MONUMENTED       NGS
 CQ2868
 CQ2868                          STATION DESCRIPTION
 CQ2868
 CQ2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2868'5 KG. TENSION USED FOR MEASURING REFERENCE MARKS 1 AND 2.
 CQ2868'
 CQ2868'10 KG. TENSION USED FOR MEASURING BETWEEN REFERENCE MARKS 1 AND 2.
 CQ2868'
 CQ2868'THE STATION IS LOCATED 12 MILES SOUTHWEST OF JONESBORO, 7-1/4
 CQ2868'MILES SOUTH-SOUTHEAST OF FRIENDSHIP AND 1-1/2 MILES NORTHWEST OF
 CQ2868'BREWSTERS MILL, ALONG THE SOUTH SIDE OF SECTION 3, T 13 N, R 5 W,
 CQ2868'IN THE KISATCHIE NATIONAL FOREST, MR. G.M. TANNEHILL, DISTRICT
 CQ2868'RANGER, WINNSBORO, LA. 71295.
 CQ2868'
 CQ2868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 126 AND
 CQ2868'501 IN BREWSTERS MILL, GO WEST ON HIGHWAY 126 FOR 0.75 MILE TO
 CQ2868'GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD
 CQ2868'FOR 1.1 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WESTERLY
 CQ2868'ON THE MAIN ROAD FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND
 CQ2868'GO WESTERLY ON A WOODS ROAD FOR 0.4 MILE TO A WOODS ROAD ON THE
 CQ2868'LEFT.  TURN LEFT AND GO UPHILL, SOUTHERLY FOR 0.1 MILE TO TOP
 CQ2868'OF THE HILL AND THE STATION NEAR THE SITE OF FOUNDATION FOR A
 CQ2868'LOOKOUT TOWER.
 CQ2868'
 CQ2868'THE STATION MARKS ARE STANDARD DISKS STAMPED MILL 1971.  THE
 CQ2868'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CQ2868'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63
 CQ2868'FEET SOUTH OF A 16-INCH PINE TREE, 45 FEET EAST OF AN 8-INCH PINE
 CQ2868'TREE, 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 CQ2868'FOUNDATION, 44.5 FEET NORTHWEST OF A 16-INCH PINE TREE, 20 FEET
 CQ2868'WEST OF THE SOUTHWEST FOUNDATION FOR A LOOKOUT TOWER AND 4 FEET
 CQ2868'NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 CQ2868'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CQ2868'GROUND SURFACE.
 CQ2868'
 CQ2868'REFERENCE MARK ONE IS A STANDARD DISK STAMPED MILL NO 1 1971,
 CQ2868'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2868'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 21.5 FEET EAST OF A
 CQ2868'10-INCH PINE TREE, 13.5 FEET NORTHWEST OF A 10-INCH PINE TREE AND
 CQ2868'12 FEET SOUTH OF AN 18-INCH PINE TREE.
 CQ2868'
 CQ2868'REFERENCE MARK TWO IS A STANDARD DISK STAMPED MILL NO 2 1971,
 CQ2868'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2868'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 44.5 FEET NORTHWEST
 CQ2868'OF AN 8-INCH PINE TREE, 22 FEET SOUTHEAST OF A 12-INCH PINE TREE,
 CQ2868'26 FEET EAST OF A 14-INCH PINE TREE AND 2.7 FEET SOUTHEAST OF A
 CQ2868'METAL WITNESS POST.
 CQ2868'
 CQ2868'NOTE--NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2868'
 CQ2868'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0290 ***********************************************************************
 AV0290  DESIGNATION -  MILLER
 AV0290  PID         -  AV0290
 AV0290  STATE/COUNTY-  LA/CAMERON
 AV0290  USGS QUAD   -  DEEP LAKE (1979)
 AV0290
 AV0290                         *CURRENT SURVEY CONTROL
 AV0290  ___________________________________________________________________
 AV0290* NAD 83(1992)-  29 42 47.34759(N)    092 44 45.89973(W)     ADJUSTED  
 AV0290* NAVD 88     -         0.94   (+/-2cm)       3.1  **(feet)  VERTCON   
 AV0290  **This station is located in a subsidence area (see below).
 AV0290  ___________________________________________________________________
 AV0290  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0290  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AV0290
 AV0290  HORZ ORDER  -  SECOND
 AV0290  VERT ORDER  -  THIRD (See Below)
 AV0290
 AV0290.The horizontal coordinates were established by classical geodetic methods
 AV0290.and adjusted by the National Geodetic Survey in January 1993..
 AV0290
 AV0290 ** The orthometric height has not been validated since last determined
 AV0290 ** by differential leveling and should not be used for control purposes.
 AV0290 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0290 ** area with valid NAVD 88 orthometric heights.
 AV0290 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0290 ** epoch indicated which incorporates improved geoid heights for the
 AV0290 ** Southern Louisiana Subsidence area.
 AV0290 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0290.The vertical order pertains to the NGVD 29 superseded value.
 AV0290
 AV0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0290
 AV0290.The geoid height was determined by GEOID03.
 AV0290
 AV0290;                    North         East     Units Scale Factor Converg.
 AV0290;SPC LA S     -   135,314.167   863,310.604   MT  0.99993827   -0 42 23.0
 AV0290;SPC LA S     -   443,943.23  2,832,378.21   sFT  0.99993827   -0 42 23.0
 AV0290;UTM  15      - 3,287,027.948   524,559.847   MT  0.99960744   +0 07 33.1
 AV0290
 AV0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0290!SPC LA S     -   1.00000395  x   0.99993827  =   0.99994222
 AV0290!UTM  15      -   1.00000395  x   0.99960744  =   0.99961139
 AV0290
 AV0290|---------------------------------------------------------------------|
 AV0290| PID    Reference Object                     Distance      Geod. Az  |
 AV0290|                                                           dddmmss.s |
 AV0290| AV0292 MILLER RM 2                         158.190 METERS 03710     |
 AV0290| AV0296 DOLAND                              APPROX. 1.1 KM 0935010.9 |
 AV0290| AV0291 MILLER RM 1                         198.780 METERS 32930     |
 AV0290| AV0289 TT 188 LS USGS                      172.321 METERS 35836     |
 AV0290|---------------------------------------------------------------------|
 AV0290
 AV0290                          SUPERSEDED SURVEY CONTROL
 AV0290
 AV0290  NAD 83(1986)-  29 42 47.36266(N)    092 44 45.87093(W) AD(       ) 2
 AV0290  NAD 27      -  29 42 46.56800(N)    092 44 45.36300(W) AD(       ) 2
 AV0290  NGVD 29 (??/??/??)    0.934  (m)            3.06   (f) ADJUSTED    3 0
 AV0290
 AV0290.Superseded values are not recommended for survey control.
 AV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0290.See file dsdata.txt to determine how the superseded data were derived.
 AV0290
 AV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN2456087028(NAD 83)
 AV0290_MARKER: DS = TRIANGULATION STATION DISK
 AV0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0290_STAMPING: MILLER 1933
 AV0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0290+STABILITY: SURFACE MOTION
 AV0290
 AV0290  HISTORY     - Date     Condition        Report By
 AV0290  HISTORY     - 1932     MONUMENTED       CGS
 AV0290  HISTORY     - 1948     GOOD             CGS
 AV0290  HISTORY     - 1955     GOOD             CGS
 AV0290  HISTORY     - 1965     MARK NOT FOUND   CGS
 AV0290  HISTORY     - 1965     MARK NOT FOUND   CGS
 AV0290  HISTORY     - 1986     MARK NOT FOUND   NGS
 AV0290
 AV0290                          STATION DESCRIPTION
 AV0290
 AV0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0290'STATION IS LOCATED AT THE END OF THE GRAND CHENIER SHELL
 AV0290'ROAD, ON THE S SIDE OF THE ROAD 160 METERS FROM IT, IN THE
 AV0290'MARSH DIRECTLY S OF EUGENE MILLERS HOUSE.
 AV0290'
 AV0290'STATION MARK IS A 5-INCH BY 5-FOOT IRON OIL PIPE FILLED WITH
 AV0290'CONCRETE, EXTENDING 1 FOOT ABOVE THE GROUND, AND SET ON
 AV0290'A 2-INCH BY 4-INCH CYPRESS STAKE.  A STANDARD DISK WAS SET
 AV0290'IN THE CENTER OF THE TOP.
 AV0290'
 AV0290'REFERENCE MARKS ARE STANDARD DISKS SET IN TOP OF SQUARE
 AV0290'BLOCKS OF CONCRETE.
 AV0290'
 AV0290'REFERENCE MARK NO. 1 IS ON THE S SIDE OF THE ROAD ON FAST
 AV0290'LAND AND NE OF THE STATION.
 AV0290'
 AV0290'REFERENCE MARK NO. 2 IS IN SIMILAR POSITION NW OF THE STATION.
 AV0290'
 AV0290'STATION MAY BE REACHED FROM CAMERON BY FOLLOWING THE MAIN
 AV0290'ROAD E TO ITS END, ABOUT 38 MILES.
 AV0290'
 AV0290'A 36-FOOT SIGNAL WAS ERECTED OVER THE STATION WHICH WAS AMPLE
 AV0290'HEIGHT FOR ALL STATIONS.
 AV0290
 AV0290                          STATION RECOVERY (1948)
 AV0290
 AV0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0290'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AV0290'A 15-FOOT TOWER IS STILL STANDING OVER STATION.  STATION
 AV0290'IS 25 FEET NW OF THE NW EDGE OF A CURVING CANAL 160 METERS
 AV0290'S OF THE ROAD, IN MARSH, 3/4 MILE W OF THE E END OF THE GRAND
 AV0290'CHENIERE SHELL ROAD.  THE MARK PROJECTS 3 FEET ABOVE THE
 AV0290'MARSH.
 AV0290'
 AV0290'R.M. 1 IS NW OF THE STATION.  R.M. 2 IS NE OF THE STATION.
 AV0290
 AV0290                          STATION RECOVERY (1955)
 AV0290
 AV0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0290'STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED.
 AV0290'THE STATION MARK WAS FOUND TO BE IN FAIR CONDITION.  THE
 AV0290'REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE
 AV0290'ORIGINAL DESCRIPTION IS INADEQUATE FOR PRESENT DAY RECOVERY.
 AV0290'
 AV0290'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 AV0290'16 MILES EAST SOUTHEAST FROM THE VILLAGE OF GRAND CHENIER
 AV0290'ALONG STATE HIGHWAY 292, ABOUT 500 FEET SOUTH OF HIGHWAY
 AV0290'WHERE THE OIL SURFACE ENDS AND THE SHELL ROAD CONTINUES,
 AV0290'AT MR. EUGENE MILLERS HOUSE.  AND IS ON THE WEST SIDE OF
 AV0290'A LEVEE WHICH IS MIDWAY BETWEEN TWO CANALS.
 AV0290'
 AV0290'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 AV0290'OF GRAND CHENIER, GO EAST ON STATE HIGHWAY 292 FOR 16.0
 AV0290'MILES TO MR. EUGENE MILLERS HOUSE ON THE LEFT AND STATION
 AV0290'ON RIGHT AS DESCRIBED.
 AV0290'
 AV0290'STATION MARK IS A STANDARD DISK STAMPED MILLER 1932 ELEV
 AV0290'3.5 FT., SET IN A 4-INCH BY 5-FOOT IRON PIPE FILLED WITH
 AV0290'CONCRETE.  IT PROJECTS 2 FEET ABOVE GROUND.
 AV0290'
 AV0290'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MILLER NO 1 1932,
 AV0290'SET IN A 6-INCH BY 6-INCH CONCRETE POST.  IT IS ABOUT 150
 AV0290'FEET SOUTHOF A FARM HOUSE, 29 FEET SOUTH OF THE CENTERLINE
 AV0290'OF HIGHWAY, AND 57 FEET NORTH OF A POWER LINE POLE, NUMBER
 AV0290'930.  THE MARK PROJECTS 4 INCHES.
 AV0290'
 AV0290'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MILLER NO 2 1932,
 AV0290'SET IN A 6-INCH BY 6-INCH CONCRETE POST.  IT IS 59.6 FEET
 AV0290'SOUTH OF THE CENTER LINE OF HIGHWAY, AND 94 FEET WEST OF A
 AV0290'CATTLE BRIDGE OVER CANAL.  THE MARK IS 1 FOOT UNDERGROUND,
 AV0290'AT EDGE OF A FILL.
 AV0290'
 AV0290'NOTE--THE STATION WAS OCCUPIED FOR TRAVERSE CONNECTION TO
 AV0290'TRIANGULATION STATION DOLAND.
 AV0290'
 AV0290'A 4 FT. TRIPOD WAS USED.
 AV0290
 AV0290                          STATION RECOVERY (1965)
 AV0290
 AV0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0290'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.  ABOUT
 AV0290'1 HOUR WAS SPENT IN THE SEARCH AND IT IS BELIEVED THE
 AV0290'MARK WAS PROBABLY DESTROYED IN DREDGING AND CLEANING THE CANAL.
 AV0290'
 AV0290'R.M. 1, STAMPED MILLER NO 1 1932, IS ABOUT 13.9 MILES EAST
 AV0290'ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT GRAND CHENIERE,
 AV0290'IN SECTION 25, T 15 S, R 4 W, 29 FEET SOUTH OF THE CENTER
 AV0290'LINE OF THE HIGHWAY, 325 FEET SOUTHEAST OF THE SOUTHEAST
 AV0290'CORNER OF A HOUSE BELONGING TO DR. MILLER, 70 FEET SOUTHEAST
 AV0290'OF THE SOUTHEAST CORNER OF THE YARD FENCE AROUND THE HOUSE,
 AV0290'9 FEET SOUTH OF A FENCE, 3 FEET NORTH OF A FENCE, 1.0 FOOT
 AV0290'WEST OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 AV0290'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AV0290'WITH THE GROUND.
 AV0290'
 AV0290'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  ABOUT 1-1/2
 AV0290'HOURS WAS SPENT IN THE SEARCH.  A NEW BRIDGE HAS BEEN BUILT
 AV0290'AND THE ROAD HAS BEEN WIDENED NEAR THE VICINITY OF THE MARK.
 AV0290
 AV0290                          STATION RECOVERY (1965)
 AV0290
 AV0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0290'14.0 MI E FROM GRAND CHENIERE.
 AV0290'14 MILES EAST OF GRAND CHENIERE POST OFFICE, ABOUT 0.75 MILE WEST OF
 AV0290'THE EAST END OF THE GRAND CHENIERE SHELL ROAD, DIRECTLY SOUTH OF THE
 AV0290'EUGENE MILLER RESIDENCE, 160 METERS SOUTH OF THE ROAD IN THE MARSH,
 AV0290'AND 25 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CURVING CANAL.  A
 AV0290'STANDARD TRIANGULATION DISK IN A 5-INCH IRON PIPE FILLED WITH CONCRETE
 AV0290'PROJECTING 3 FEET ABOVE THE GROUND.
 AV0290
 AV0290                          STATION RECOVERY (1986)
 AV0290
 AV0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0290'NOT RECOVERED, SEARCHED FOR BUT NO EVIDENCE OF MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1877 ***********************************************************************
 CQ1877  DESIGNATION -  MILLER
 CQ1877  PID         -  CQ1877
 CQ1877  STATE/COUNTY-  LA/BOSSIER
 CQ1877  USGS QUAD   -  WARDVIEW (1971)
 CQ1877
 CQ1877                         *CURRENT SURVEY CONTROL
 CQ1877  ___________________________________________________________________
 CQ1877* NAD 83(1992)-  32 54 28.54190(N)    093 48 05.52759(W)     ADJUSTED  
 CQ1877* NAVD 88     -       115.106  (meters)     377.64   (feet)  ADJUSTED  
 CQ1877  ___________________________________________________________________
 CQ1877  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CQ1877  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CQ1877  DYNAMIC HT  -         114.979 (meters)     377.23  (feet)  COMP
 CQ1877  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CQ1877
 CQ1877  HORZ ORDER  -  THIRD
 CQ1877  VERT ORDER  -  FIRST     CLASS II
 CQ1877
 CQ1877.The horizontal coordinates were established by classical geodetic methods
 CQ1877.and adjusted by the National Geodetic Survey in September 1999..
 CQ1877
 CQ1877.The orthometric height was determined by differential leveling
 CQ1877.and adjusted by the National Geodetic Survey in June 1991..
 CQ1877
 CQ1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1877
 CQ1877.The geoid height was determined by GEOID03.
 CQ1877
 CQ1877.The dynamic height is computed by dividing the NAVD 88
 CQ1877.geopotential number by the normal gravity value computed on the
 CQ1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1877.degrees latitude (g = 980.6199 gals.).
 CQ1877
 CQ1877.The modeled gravity was interpolated from observed gravity values.
 CQ1877
 CQ1877;                    North         East     Units Scale Factor Converg.
 CQ1877;SPC LA N     -   267,725.016   878,236.298   MT  1.00006392   -0 41 17.2
 CQ1877;SPC LA N     -   878,361.16  2,881,346.92   sFT  1.00006392   -0 41 17.2
 CQ1877;SPC AR S     -   428,243.268   231,456.233   MT  1.00011001   -1 00 29.9
 CQ1877;SPC AR S     - 1,404,994.79    759,369.32   sFT  1.00011001   -1 00 29.9
 CQ1877;UTM  15      - 3,641,364.794   425,045.216   MT  0.99966927   -0 26 07.8
 CQ1877
 CQ1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1877!SPC LA N     -   0.99998606  x   1.00006392  =   1.00004998
 CQ1877!SPC AR S     -   0.99998606  x   1.00011001  =   1.00009607
 CQ1877!UTM  15      -   0.99998606  x   0.99966927  =   0.99965533
 CQ1877
 CQ1877:                Primary Azimuth Mark                     Grid Az
 CQ1877:SPC LA N     -  MILLER AZ MK                             114 31 19.3
 CQ1877:SPC AR S     -  MILLER AZ MK                             114 50 32.0
 CQ1877:UTM  15      -  MILLER AZ MK                             114 16 09.9
 CQ1877
 CQ1877|---------------------------------------------------------------------|
 CQ1877| PID    Reference Object                     Distance      Geod. Az  |
 CQ1877|                                                           dddmmss.s |
 CQ1877| CQ1875 MILLER AZ MK                                       1135002.1 |
 CQ1877| CQ1876 MILLER RM 1                          20.938 METERS 20245     |
 CQ1877| CQ3318 HOSSTON BAYOU ST OIL CORP STK       APPROX. 7.6 KM 2500422.3 |
 CQ1877| CQ1878 MILLER RM 2                          19.033 METERS 29030     |
 CQ1877|---------------------------------------------------------------------|
 CQ1877
 CQ1877                          SUPERSEDED SURVEY CONTROL
 CQ1877
 CQ1877  NAD 83(1992)-  32 54 28.54559(N)    093 48 05.52226(W) AD(       ) 3
 CQ1877  NAD 83(1992)-  32 54 28.54725(N)    093 48 05.51726(W) AD(       ) 3
 CQ1877  NAD 83(1986)-  32 54 28.55234(N)    093 48 05.51847(W) AD(       ) 3
 CQ1877  NAD 27      -  32 54 28.06000(N)    093 48 04.88100(W) AD(       ) 3
 CQ1877  NGVD 29 (??/??/??)  115.171  (m)          377.86   (f) ADJUSTED    1 2
 CQ1877
 CQ1877.Superseded values are not recommended for survey control.
 CQ1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1877.See file dsdata.txt to determine how the superseded data were derived.
 CQ1877
 CQ1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2504541365(NAD 83)
 CQ1877_MARKER: DS = TRIANGULATION STATION DISK
 CQ1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1877_STAMPING: MILLER 1950
 CQ1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1877+STABILITY: SURFACE MOTION
 CQ1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1877+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 CQ1877
 CQ1877  HISTORY     - Date     Condition        Report By
 CQ1877  HISTORY     - 1950     MONUMENTED       CGS
 CQ1877  HISTORY     - 1958     GOOD             LOCENG
 CQ1877  HISTORY     - 1969     GOOD             LADH
 CQ1877  HISTORY     - 1970     GOOD             USGS
 CQ1877  HISTORY     - 1987     GOOD             USPSQD
 CQ1877  HISTORY     - 20021012 GOOD             USPSQD
 CQ1877
 CQ1877                          STATION DESCRIPTION
 CQ1877
 CQ1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ1877'THE STATION IS LOCATED ABOUT 5.75 MILES WEST OF PLAIN DEALING
 CQ1877'AND ABOUT 1.0 MILE EAST OF THE RED RIVER ON THE SUMMIT OF MILLERS
 CQ1877'BLUFF WHICH IS THE HIGHEST GROUND IN THE IMMEDIATE VICINITY.
 CQ1877'IT IS 62.0 FEET SOUTH OF A SIX INCH WHITE OAK TREE WITH A
 CQ1877'TRIANGLE BLAZE, 57.0 FEET SOUTHEAST OF THE CENTER OF A TRACK
 CQ1877'ROAD AND 5.0 FEET NORTH OF A WITNESS POST.  IT PROJECTS 3 INCHES
 CQ1877'AND IS STAMPED MILLER 1950.
 CQ1877'
 CQ1877'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.
 CQ1877'IT PROJECTS 6 INCHES AND IS STAMPED MILLER NO 1 1950.
 CQ1877'
 CQ1877'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION,
 CQ1877'42.0 FEET SOUTHWEST OF A SIX INCH WHITE OAK TREE WITH A TRIANGLE
 CQ1877'BLAZE AND 7.0 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD.  IT
 CQ1877'PROJECTS 4 INCHES AND IS STAMPED MILLER NO 2 1950.
 CQ1877'
 CQ1877'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CQ1877'NO. 2 IS 91.0 FEET.
 CQ1877'
 CQ1877'THE AZIMUTH MARK IS 28.0 FEET SOUTH OF THE CENTER OF STATE
 CQ1877'HIGHWAY NO. 109 AND 1.5 FEET NORTHWEST OF A POWER LINE POLE.
 CQ1877'IT PROJECTS 2 INCHES AND IS STAMPED MILLER 1950.
 CQ1877'
 CQ1877'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PLAIN DEALING,
 CQ1877'GO WEST ON STATE HIGHWAY NO. 70 FOR 0.2 MILE TO THE JUNCTION
 CQ1877'WITH STATE HIGHWAY NO. 10, TURN RIGHT ON STATE HIGHWAY NO. 10
 CQ1877'AND GO NORTH FOR 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY
 CQ1877'NO. 109, TURN LEFT AND GO WEST ON STATE HIGHWAY NO. 109 FOR 5.7
 CQ1877'MILES TO A T-ROAD RIGHT JUST SOUTH OF THE OLD MILLER BLUFF
 CQ1877'CHURCH, CONTINUE WEST ON STATE HIGHWAY NO. 109 FOR 0.3 MILE
 CQ1877'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST
 CQ1877'ON STATE HIGHWAY NO. 109 FOR 0.3 MILE TO A FORK, TAKE RIGHT
 CQ1877'FORK NORTHERLY FOR 0.1 MILE TO AN OLD TRACK ROAD ON THE
 CQ1877'RIGHT, TURN RIGHT ON TRACK ROAD AND GO EAST FOR 0.1 MILE TO
 CQ1877'THE TOP OF THE HILL AND THE STATION ON THE RIGHT AS
 CQ1877'DESCRIBED.
 CQ1877'
 CQ1877'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CQ1877
 CQ1877                          STATION RECOVERY (1958)
 CQ1877
 CQ1877'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 CQ1877'RECOVERED BY SEISMIC EXPLOR.
 CQ1877'
 CQ1877'STATION AND AZIMUTH WERE RECOVERED IN GOOD CONDITION.
 CQ1877
 CQ1877                          STATION RECOVERY (1969)
 CQ1877
 CQ1877'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1877'6.65 MI W FROM PLAIN DEALING.
 CQ1877'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1877'PLAIN DEALING, THENCE 4.25 MILES WEST ALONG STATE HIGHWAY 2, THENCE
 CQ1877'1.55 MILES NORTHWEST ALONG STATE HIGHWAY 537, THENCE 0.75 MILES
 CQ1877'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE EAST ALONG A DIM
 CQ1877'TRAIL ROAD, 86 FEET SOUTH OF CENTER LINE OF TRAIL ROAD, 196 FEET
 CQ1877'EAST-NORTHEAST OF POWER POLE NO. 100, AT THE CREST OF THE HILL, IN THE
 CQ1877'TIMBER, 0.5 FOOT SOUTHEAST OF A STEEL WITNESS POST, SET IN THE TOP OF
 CQ1877'A CONCRETE POST PROJECTING 1 INCH.  SEC 10, T 22N, R 14W.
 CQ1877
 CQ1877                          STATION RECOVERY (1970)
 CQ1877
 CQ1877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 CQ1877'BOTH REF. MKS. FOUND IN GOOD SHAPE TOO.
 CQ1877'
 CQ1877'140 FT NNE (NORMAL TO) OF C/1 OF SINGLE-POLE POWER LINE (60
 CQ1877'FT R/W).  APPROX. 500 FT E. OF TRAIL RD. FORKS (E. AND NE).
 CQ1877'APPROX. 500 FT WNW OF POWER LINE BEND FROM CASH TO NE).
 CQ1877
 CQ1877                          STATION RECOVERY (1987)
 CQ1877
 CQ1877'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1877'RECOVERED IN GOOD CONDITION.
 CQ1877
 CQ1877                          STATION RECOVERY (2002)
 CQ1877
 CQ1877'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1877'STATION, RM 1, RM 2 AND AZIMUTH MARK ALL FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4153 ***********************************************************************
 BJ4153  DESIGNATION -  MILLER
 BJ4153  PID         -  BJ4153
 BJ4153  STATE/COUNTY-  LA/WASHINGTON
 BJ4153  USGS QUAD   -  CLIFTON (1983)
 BJ4153
 BJ4153                         *CURRENT SURVEY CONTROL
 BJ4153  ___________________________________________________________________
 BJ4153* NAD 83(1992)-  30 57 17.80224(N)    090 14 28.02362(W)     ADJUSTED  
 BJ4153* NAVD 88     -       103.4    (meters)     339.     (feet)  VERTCON   
 BJ4153  ___________________________________________________________________
 BJ4153  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BJ4153  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4153
 BJ4153  HORZ ORDER  -  FIRST
 BJ4153
 BJ4153.The horizontal coordinates were established by classical geodetic methods
 BJ4153.and adjusted by the National Geodetic Survey in May 1994..
 BJ4153
 BJ4153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4153
 BJ4153.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4153
 BJ4153.The geoid height was determined by GEOID03.
 BJ4153
 BJ4153;                    North         East     Units Scale Factor Converg.
 BJ4153;SPC LA S     -   272,626.544 1,104,365.377   MT  1.00006416   +0 32 46.0
 BJ4153;SPC LA S     -   894,442.25  3,623,238.74   sFT  1.00006416   +0 32 46.0
 BJ4153;SPC MS W     -   161,285.431   708,810.688   MT  0.99995096   +0 02 50.8
 BJ4153;SPC MS W     -   529,150.62  2,325,489.73   sFT  0.99995096   +0 02 50.8
 BJ4153;UTM  15      - 3,427,874.057   763,551.685   MT  1.00045689   +1 25 11.6
 BJ4153
 BJ4153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4153!SPC LA S     -   0.99998805  x   1.00006416  =   1.00005221
 BJ4153!SPC MS W     -   0.99998805  x   0.99995096  =   0.99993901
 BJ4153!UTM  15      -   0.99998805  x   1.00045689  =   1.00044494
 BJ4153
 BJ4153:                Primary Azimuth Mark                     Grid Az
 BJ4153:SPC LA S     -  MILLER AZ MK                             196 34 08.5
 BJ4153:SPC MS W     -  MILLER AZ MK                             197 04 03.7
 BJ4153:UTM  15      -  MILLER AZ MK                             195 41 42.9
 BJ4153
 BJ4153|---------------------------------------------------------------------|
 BJ4153| PID    Reference Object                     Distance      Geod. Az  |
 BJ4153|                                                           dddmmss.s |
 BJ4153| CW2107 MILLER AZ MK                                       1970654.5 |
 BJ4153| CW2108 MILLER RM 1                          30.803 METERS 23521     |
 BJ4153| CW2109 MILLER RM 2                          29.951 METERS 35039     |
 BJ4153|---------------------------------------------------------------------|
 BJ4153
 BJ4153                          SUPERSEDED SURVEY CONTROL
 BJ4153
 BJ4153  NAD 83(1992)-  30 57 17.80848(N)    090 14 28.02178(W) AD(       ) 1
 BJ4153  NAD 83(1986)-  30 57 17.81707(N)    090 14 28.02034(W) AD(       ) 1
 BJ4153  NAD 27      -  30 57 17.16912(N)    090 14 27.69954(W) AD(       ) 1
 BJ4153  NGVD 29 (07/19/86)  103.5    (m)          340.     (f) VERT ANG       
 BJ4153
 BJ4153.Superseded values are not recommended for survey control.
 BJ4153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4153.See file dsdata.txt to determine how the superseded data were derived.
 BJ4153
 BJ4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6355227874(NAD 83)
 BJ4153_MARKER: DS = TRIANGULATION STATION DISK
 BJ4153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4153
 BJ4153  HISTORY     - Date     Condition        Report By
 BJ4153  HISTORY     - 1966     MONUMENTED       CGS
 BJ4153
 BJ4153                          STATION DESCRIPTION
 BJ4153
 BJ4153'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGG)
 BJ4153'STATION IS LOCATED ABOUT 3-1/4 MILES EAST OF MOUNT HERMON, 4 MILES
 BJ4153'NORTHWEST OF THE SMALL VILLAGE OF CLIFTON, IN THE EAST CORNER OF A
 BJ4153'FENCED PASTURE WHICH IS OWNED BY A MR. THURMAN MILLER.  STATION IS
 BJ4153'IN THE NORTHWEST 1/4 OF SECTION 19, T 1 S, R 10 W, 59-1/2 FEET
 BJ4153'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 40-1/2 FEET WEST OF THE
 BJ4153'CENTER OF A CATTLE GUARD AND A GRAVELED LANE ROAD WHICH LEADS TO
 BJ4153'THE HOME OF MR. THURMAN MILLER, 35.5 FEET SOUTHWEST OF THE CENTER ONE
 BJ4153'OF THREE 16-INCH PINE TREES, 26.0 FEET NORTHWEST OF A FENCE LINE AND
 BJ4153'25.2 FEET SOUTHWEST OF A FENCE LINE.
 BJ4153'
 BJ4153'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 BJ4153'MONUMENTS.
 BJ4153'
 BJ4153'STATION MARK DISK IS STAMPED MILLER 1966 AND THE MARK IS ABOUT 12
 BJ4153'INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4153'
 BJ4153'REFERENCE MARK NUMBER 2 DISK IS STAMPED MILLER NO 2 1966 AND THE MARK
 BJ4153'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 61.2 FEET
 BJ4153'SOUTHEAST OF AN 18-INCH PINE TREE, 20 FEET SOUTHWEST OF THE CENTER
 BJ4153'OF THE GRAVELED ROAD AND 1.3 FEET SOUTHWEST OF A FENCE LINE.
 BJ4153'
 BJ4153'REFERENCE MARK NUMBER 1 DISK IS STAMPED MILLER NO 1 1966 AND THE MARK
 BJ4153'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 38.3 FEET
 BJ4153'NORTHEAST OF A 10-INCH CHERRY TREE, 15 FEET NORTHWEST OF THE CENTER
 BJ4153'OF THE GRAVELED LANE ROAD AND 1.5 FEET NORTHWEST OF A FENCE
 BJ4153'LINE.
 BJ4153'
 BJ4153'AZIMUTH MARK DISK IS STAMPED MILLER 1966 AND THE MARK IS FLUSH WITH
 BJ4153'THE SURFACE OF THE GROUND.  MARK IS 26.0 FEET NORTHEAST OF A FENCE
 BJ4153'CORNER AND 24-INCH PINE TREE, 18 FEET NORTHWEST OF THE CENTER OF A
 BJ4153'GRAVELED ROAD, 2.2 FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET
 BJ4153'NORTHWEST OF A FENCE LINE.
 BJ4153'
 BJ4153'STATION IS REACHED FROM THE POST OFFICE IN THE TOWN OF FRANKLINTON.
 BJ4153'GO NORTHWEST AND NORTH ON STATE HIGHWAY 25 FOR 6.1 MILES TO THE
 BJ4153'JUNCTION WITH STATE HIGHWAY 38.  TURN LEFT AND GO WEST ON HIGHWAY
 BJ4153'38 FOR 2.85 MILES TO A GRAVELED CROSS ROAD.  TURN RIGHT AND GO
 BJ4153'NORTH ON GRAVELED ROAD FOR 1.7 MILES TO A T-JUNCTION.  TURN LEFT
 BJ4153'AND GO WEST AND NORTHWEST ON GRAVELED ROAD FOR 0.4 MILE TO A
 BJ4153'CATTLE GUARD, LANE ROAD AND THE STATION MARK ON THE LEFT.
 BJ4153'
 BJ4153'AZIMUTH MARK IS REACHED FROM THE STATION.  GO SOUTHEAST ON THE
 BJ4153'GRAVELED ROAD FOR 0.15 MILE TO A HOUSE ON THE LEFT AND GRAVELED ROAD
 BJ4153'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE GRAVELED ROAD FOR
 BJ4153'0.15 MILE TO THE MARK ON THE RIGHT, NORTHWEST SIDE ON THE ROAD.
 BJ4153'
 BJ4153'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2969 ***********************************************************************
 BK2969  DESIGNATION -  MILLER
 BK2969  PID         -  BK2969
 BK2969  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2969  USGS QUAD   -  FENTON (1985)
 BK2969
 BK2969                         *CURRENT SURVEY CONTROL
 BK2969  ___________________________________________________________________
 BK2969* NAD 83(1992)-  30 20 09.24129(N)    092 56 37.25606(W)     ADJUSTED  
 BK2969* NAVD 88     -         9.4  **(meters)      31.   **(feet)  VERTCON   
 BK2969  **This station is located in a subsidence area (see below).
 BK2969  ___________________________________________________________________
 BK2969  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BK2969  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2969
 BK2969  HORZ ORDER  -  SECOND
 BK2969
 BK2969.The horizontal coordinates were established by classical geodetic methods
 BK2969.and adjusted by the National Geodetic Survey in January 1993..
 BK2969
 BK2969 ** The orthometric height has not been validated since last determined
 BK2969 ** by differential leveling and should not be used for control purposes.
 BK2969 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2969 ** area with valid NAVD 88 orthometric heights.
 BK2969 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2969 ** epoch indicated which incorporates improved geoid heights for the
 BK2969 ** Southern Louisiana Subsidence area.
 BK2969 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2969.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2969
 BK2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2969
 BK2969.The geoid height was determined by GEOID03.
 BK2969
 BK2969;                    North         East     Units Scale Factor Converg.
 BK2969;SPC LA S     -   204,588.188   845,163.316   MT  0.99994278   -0 48 18.7
 BK2969;SPC LA S     -   671,219.75  2,772,839.98   sFT  0.99994278   -0 48 18.7
 BK2969;UTM  15      - 3,356,008.130   505,413.332   MT  0.99960036   +0 01 42.4
 BK2969
 BK2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2969!SPC LA S     -   1.00000281  x   0.99994278  =   0.99994559
 BK2969!UTM  15      -   1.00000281  x   0.99960036  =   0.99960317
 BK2969
 BK2969:                Primary Azimuth Mark                     Grid Az
 BK2969:SPC LA S     -  MILLER AZ MK                             090 54 44.8
 BK2969:UTM  15      -  MILLER AZ MK                             090 04 43.7
 BK2969
 BK2969|---------------------------------------------------------------------|
 BK2969| PID    Reference Object                     Distance      Geod. Az  |
 BK2969|                                                           dddmmss.s |
 BK2969| CW2110 MILLER AZ MK                                       0900626.1 |
 BK2969| BK2968 MILLER LDH 1974 RM 1                 10.174 METERS 09105     |
 BK2969| BK2961 WOODLAWN TRUNK GAS PLINE MAST       APPROX. 4.7 KM 1935436.2 |
 BK2969| CW2111 MILLER RM 2                          16.937 METERS 34950     |
 BK2969|---------------------------------------------------------------------|
 BK2969
 BK2969                          SUPERSEDED SURVEY CONTROL
 BK2969
 BK2969  NAD 83(1986)-  30 20 09.26180(N)    092 56 37.24979(W) AD(       ) 2
 BK2969  NAD 27      -  30 20 08.52450(N)    092 56 36.71286(W) AD(       ) 2
 BK2969  NGVD 29 (07/19/86)    9.4    (m)           31.     (f) VERT ANG       
 BK2969
 BK2969.Superseded values are not recommended for survey control.
 BK2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2969.See file dsdata.txt to determine how the superseded data were derived.
 BK2969
 BK2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0541356008(NAD 83)
 BK2969_MARKER: DD = SURVEY DISK
 BK2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2969+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 BK2969
 BK2969  HISTORY     - Date     Condition        Report By
 BK2969  HISTORY     - 1974     MONUMENTED       LADH
 BK2969  HISTORY     - 20021105 GOOD             USPSQD
 BK2969  HISTORY     - 20060321 GOOD             USPSQD
 BK2969
 BK2969                          STATION DESCRIPTION
 BK2969
 BK2969'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2969'THE STATION IS LOCATED 7 MILES NORTHEAST OF IOWA, 8 MILES NORTHWEST
 BK2969'OF WELSH AND 2 MILES SOUTHWEST OF FENTON, IN THE SOUTHWEST QUARTER
 BK2969'OF SECTION 24, T8S, R6W, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BK2969'DEPARTMENT OF HIGHWAYS.
 BK2969'
 BK2969'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 165 AND
 BK2969'STATE HIGHWAY 102 IN FENTON, DRIVE SOUTH ALONG U. S. HIGHWAY 165 FOR
 BK2969'2.1 MILES TO A BLACK-TOP ROAD ON THE RIGHT, TURN RIGHT AND GO WEST
 BK2969'ALONG THE BLACK-TOP ROAD FOR 0.15 MILE.  THE MARK IS SET ON THE
 BK2969'RIGHT AND NORTH OF THE ROAD NEAR A FENCE AND A POWER POLE WITH A
 BK2969'TRANSFORMER ATTACHED.
 BK2969'
 BK2969'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG THE
 BK2969'BLACK-TOP ROAD FOR 0.15 MILE TO THE INTERSECTION WITH U. S. HIGHWAY
 BK2969'165.  THE MARK IS SET IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 BK2969'NEAR THE MISSOURI PACIFIC RAILROAD.
 BK2969'
 BK2969'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2969'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2969'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2969'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2969'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2969'STAMPED MILLER 1974.  IT IS 50 FEET WEST OF THE CENTER OF A SHELL
 BK2969'ROAD, 30.5 FEET NORTH OF THE CENTER OF A BLACK-TOP ROAD, 5 FEET
 BK2969'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ATTACHED, 2.5 FEET
 BK2969'SOUTH OF A CHAIN-LINK FENCE AND 2 FEET SOUTH OF A METAL
 BK2969'WITNESS POST AND SIGN.
 BK2969'
 BK2969'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2969'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2969'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2969'STAMPED MILLER RM 1 1974.  IT IS 53 FEET SOUTH OF A 36 INCH OAK
 BK2969'TREE, 29 FEET NORTH OF THE CENTER OF A BLACK-TOP ROAD, 29 FEET
 BK2969'EAST OF A POWER POLE WITH A TRANSFORMER ATTACHED, 16 FEET WEST OF
 BK2969'THE CENTER OF A SHELL ROAD AND 3.5 FEET SOUTH OF A CHAIN-LINK
 BK2969'FENCE.
 BK2969'
 BK2969'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2969'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2969'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2969'STAMPED MILLER RM 2 1974.  IT IS 85.5 FEET NORTH OF THE CENTER OF
 BK2969'A BLACK-TOP ROAD, 52 FEET SOUTHWEST OF A POWER POLE WITH A NIGHT
 BK2969'LIGHT ATTACHED, 59 FEET WEST OF THE CENTER OF A SHELL DRIVE, 39
 BK2969'FEET WEST OF A 36 INCH OAK TREE AND 1.5 FEET EAST OF A CHAIN-LINK
 BK2969'FENCE.
 BK2969'
 BK2969'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2969'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2969'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2969'STAMPED MILLER AZ. MK. 1974.  IT IS 58 FEET EAST OF THE CENTER OF
 BK2969'U. S.  HIGHWAY 165, 44 FEET WEST OF THE WEST RAIL ON THE MAIN
 BK2969'LINE ON THE MISSOURI PACIFIC RAILROAD, 30 FEET SOUTH OF THE
 BK2969'CENTER OF A BLACK-TOP ROAD, 2 FEET NORTH OF A METAL
 BK2969'WITNESS POST AND SIGN.
 BK2969'
 BK2969'NEAREST TOWN--FENTON.
 BK2969
 BK2969                          STATION RECOVERY (2002)
 BK2969
 BK2969'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 BK2969'RECOVERED IN GOOD CONDITION.
 BK2969
 BK2969                          STATION RECOVERY (2006)
 BK2969
 BK2969'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK2969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3081 ***********************************************************************
 AU3081  DESIGNATION -  MILLER
 AU3081  PID         -  AU3081
 AU3081  STATE/COUNTY-  LA/TERREBONNE
 AU3081  USGS QUAD   -  LAKE THERIOT (1994)
 AU3081
 AU3081                         *CURRENT SURVEY CONTROL
 AU3081  ___________________________________________________________________
 AU3081* NAD 83(1992)-  29 26 46.80135(N)    090 49 30.21468(W)     ADJUSTED  
 AU3081* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3081  **This station is located in a subsidence area (see below).
 AU3081  ___________________________________________________________________
 AU3081  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3081  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AU3081
 AU3081  HORZ ORDER  -  SECOND
 AU3081
 AU3081.The horizontal coordinates were established by classical geodetic methods
 AU3081.and adjusted by the National Geodetic Survey in January 1993..
 AU3081
 AU3081 ** The orthometric height has not been validated since last determined
 AU3081 ** by differential leveling and should not be used for control purposes.
 AU3081 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3081 ** area with valid NAVD 88 orthometric heights.
 AU3081 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3081 ** epoch indicated which incorporates improved geoid heights for the
 AU3081 ** Southern Louisiana Subsidence area.
 AU3081 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3081.The orthometric height was scaled from a topographic map.
 AU3081
 AU3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3081
 AU3081.The geoid height was determined by GEOID03.
 AU3081
 AU3081;                    North         East     Units Scale Factor Converg.
 AU3081;SPC LA S     -   105,006.690 1,049,309.846   MT  0.99997225   +0 15 14.9
 AU3081;SPC LA S     -   344,509.45  3,442,610.72   sFT  0.99997225   +0 15 14.9
 AU3081;UTM  15      - 3,259,406.115   710,948.952   MT  1.00014911   +1 04 10.6
 AU3081
 AU3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3081!SPC LA S     -   1.00000394  x   0.99997225  =   0.99997619
 AU3081!UTM  15      -   1.00000394  x   1.00014911  =   1.00015305
 AU3081
 AU3081|---------------------------------------------------------------------|
 AU3081| PID    Reference Object                     Distance      Geod. Az  |
 AU3081|                                                           dddmmss.s |
 AU3081| DD7447 MILLER RM 1                          25.052 METERS 14427     |
 AU3081| DD7446 MILLER AZ MK                                       2002728.6 |
 AU3081| DD7448 MILLER RM 2                          26.212 METERS 24351     |
 AU3081|---------------------------------------------------------------------|
 AU3081
 AU3081                          SUPERSEDED SURVEY CONTROL
 AU3081
 AU3081  NAD 83(1986)-  29 26 46.82453(N)    090 49 30.21887(W) AD(       ) 2
 AU3081  NAD 27      -  29 26 46.04100(N)    090 49 29.88600(W) AD(       ) 2
 AU3081
 AU3081.Superseded values are not recommended for survey control.
 AU3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3081.See file dsdata.txt to determine how the superseded data were derived.
 AU3081
 AU3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1094959406(NAD 83)
 AU3081_MARKER: DS = TRIANGULATION STATION DISK
 AU3081_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3081_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3081
 AU3081  HISTORY     - Date     Condition        Report By
 AU3081  HISTORY     - 1934     MONUMENTED       CGS
 AU3081  HISTORY     - 1952     GOOD             CGS
 AU3081
 AU3081                          STATION DESCRIPTION
 AU3081
 AU3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3081'STATION IS IN A CLEARING ON THE W SIDE OF MINORS CANAL ABOUT
 AU3081'1.7 MILES BELOW ITS JUNCTION WITH MORMON CANAL, ON A RIDGE
 AU3081'KNOWN LOCALLY AS MAUBRAIS BOIS, NEAR THE ONLY HOUSE AND IN
 AU3081'THE ONLY CLEARING ON THE RIDGE, 27 METERS (90 FEET) INSHORE
 AU3081'FROM THE CANAL, 23 METERS (75 FEET) FROM THE SE CORNER OF THE
 AU3081'HOUSE AND 35 METERS (115 FEET) S OF AN ABANDONED FILLED-UP
 AU3081'CANAL WHICH JOINS THE MINORS CANAL 0.1 MILE N OF THE STATION.
 AU3081'
 AU3081'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3081'IN THE TOP OF A TILE.
 AU3081'
 AU3081'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 AU3081'IS IN SOLID GROUND AND 25.052 METERS
 AU3081'(82.19 FEET) FROM THE STATION S 35 DEG 33 MIN E.
 AU3081'
 AU3081'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 AU3081'IS A SHORT DISTANCE FROM A LARGE TREE
 AU3081'AND 26.212 METERS (86.00 FEET) FROM THE STATION S 63 DEG
 AU3081'51 MIN W.
 AU3081'
 AU3081'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE
 AU3081'IN THE TOP OF A TILE, IS 6 METERS
 AU3081'(20 FEET) W OF THE CANAL AND ABOUT 0.3 MILE FROM THE STATION
 AU3081'S 20 DEG 28 MIN W.
 AU3081
 AU3081                          STATION RECOVERY (1952)
 AU3081
 AU3081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3081'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3081'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 AU3081'HOUSE REFERRED TO IN THE ORIGINAL DESCRIPTION HAS BEEN TORN
 AU3081'DOWN, BUT THE CHIMNEY IS STILL STANDING.  A REVISED DESCRIPTION
 AU3081'FOLLOWS--
 AU3081'
 AU3081'STATION IS LOCATED ALONG THE W SIDE OF MINORS CANAL, ABOUT
 AU3081'1.7 MI. SW OF THE CONFLUENCE OF MARMANDE CANAL, ON A LOW
 AU3081'RIDGE (KNOWN LOCALLY AS MAUVAIS BOIS RIDGE), IN A CLEARING,
 AU3081'NEAR A CHIMNEY OF AN ABANDONED HOUSE SITE, 75 FT. W OF THE
 AU3081'W BANK OF THE CANAL, AND 98 FT. SE OF THE CHIMNEY.  IT IS
 AU3081'A STANDARD DISK, STAMPED MILLER 1934 AND SET IN THE TOP OF
 AU3081'A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU3081'
 AU3081'REFERENCE MARK 1 IS ABOUT W OF THE STATION, IN A CLEARING,
 AU3081'AND 48 FT. S OF THE CHIMNEY.  IT IS A STANDARD DISK, STAMPED
 AU3081'MILLER 1934 NO 1 AND SET IN THE TOP OF A CONCRETE MONUMENT
 AU3081'PROJECTING 1 IN. ABOVE THE GROUND.
 AU3081'
 AU3081'REFERENCE MARK 2 IS ABOUT N OF THE STATION, 100 FT. W OF THE
 AU3081'W BANK OF THE CANAL, 93 FT. E OF THE CHIMNEY, AND 28 FT. SE OF A
 AU3081'LARGE TREE.  IT IS A STANDARD DISK, STAMPED MILLER 1934 NO 2
 AU3081'AND SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 2 IN. ABOVE
 AU3081'THE GROUND.
 AU3081'
 AU3081'IT IS BELIEVED THAT THE AZIMUTHS TO THE REFERENCE MARKS,
 AU3081'AS GIVEN IN THE ORIGINAL DESCRIPTION, ARE IN ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1875 ***********************************************************************
 CQ1875  DESIGNATION -  MILLER AZ MK
 CQ1875  PID         -  CQ1875
 CQ1875  STATE/COUNTY-  LA/BOSSIER
 CQ1875  USGS QUAD   -  WARDVIEW (1971)
 CQ1875
 CQ1875                         *CURRENT SURVEY CONTROL
 CQ1875  ___________________________________________________________________
 CQ1875* NAD 83(1986)-  32 54 21.     (N)    093 47 49.     (W)     SCALED    
 CQ1875* NAVD 88     -        83.671  (meters)     274.51   (feet)  ADJUSTED  
 CQ1875  ___________________________________________________________________
 CQ1875  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ1875  DYNAMIC HT  -          83.578 (meters)     274.21  (feet)  COMP
 CQ1875  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CQ1875
 CQ1875  VERT ORDER  -  FIRST     CLASS II
 CQ1875
 CQ1875.The horizontal coordinates were scaled from a topographic map and have
 CQ1875.an estimated accuracy of +/- 6 seconds.
 CQ1875
 CQ1875.The orthometric height was determined by differential leveling
 CQ1875.and adjusted by the National Geodetic Survey in June 1991..
 CQ1875
 CQ1875.The geoid height was determined by GEOID03.
 CQ1875
 CQ1875.The dynamic height is computed by dividing the NAVD 88
 CQ1875.geopotential number by the normal gravity value computed on the
 CQ1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1875.degrees latitude (g = 980.6199 gals.).
 CQ1875
 CQ1875.The modeled gravity was interpolated from observed gravity values.
 CQ1875
 CQ1875;                    North         East    Units  Estimated Accuracy
 CQ1875;SPC LA N     -   267,490.      878,660.      MT  (+/- 180 meters Scaled)
 CQ1875
 CQ1875                          SUPERSEDED SURVEY CONTROL
 CQ1875
 CQ1875  NGVD 29 (??/??/??)   83.735  (m)          274.72   (f) ADJUSTED    1 2
 CQ1875
 CQ1875.Superseded values are not recommended for survey control.
 CQ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1875.See file dsdata.txt to determine how the superseded data were derived.
 CQ1875
 CQ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS254411(NAD 83)
 CQ1875_MARKER: DZ = AZIMUTH MARK DISK
 CQ1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1875_STAMPING: MILLER 1950
 CQ1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1875+STABILITY: SURFACE MOTION
 CQ1875
 CQ1875  HISTORY     - Date     Condition        Report By
 CQ1875  HISTORY     - 1950     MONUMENTED       CGS
 CQ1875  HISTORY     - 1969     GOOD             LADH
 CQ1875  HISTORY     - 1987     GOOD             USPSQD
 CQ1875  HISTORY     - 20021012 GOOD             USPSQD
 CQ1875
 CQ1875                          STATION DESCRIPTION
 CQ1875
 CQ1875'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1875'6.1 MI W FROM PLAIN DEALING.
 CQ1875'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1875'PLAIN DEALING, THENCE 4.25 MILES WEST ALONG STATE HIGHWAY 2, THENCE
 CQ1875'1.55 MILES NORTHWEST ALONG STATE HIGHWAY 537, THENCE 0.3 MILES WEST
 CQ1875'ALONG A GRADED DIRT ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE
 CQ1875'ROAD, 85 FEET WEST OF CENTER LINE OF PRIVATE DRIVEWAY LEADING SOUTH,
 CQ1875'193 FEET NORTHWEST OF NORTHWEST CORNER OF A HOUSE, 2 1/2 FEET
 CQ1875'NORTHWEST OF A POWER POLE WITH TRANSFORMER, 1/2 FOOT SOUTH OF A FENCE,
 CQ1875'0.9 FOOT SOUTH OF METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CQ1875'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SEC 15, T
 CQ1875'22N, R 14W.
 CQ1875
 CQ1875                          STATION RECOVERY (1987)
 CQ1875
 CQ1875'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1875'RECOVERED IN GOOD CONDITION.
 CQ1875
 CQ1875                          STATION RECOVERY (2002)
 CQ1875
 CQ1875'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1876 ***********************************************************************
 CQ1876  DESIGNATION -  MILLER RM 1
 CQ1876  PID         -  CQ1876
 CQ1876  STATE/COUNTY-  LA/BOSSIER
 CQ1876  USGS QUAD   -  WARDVIEW (1971)
 CQ1876
 CQ1876                         *CURRENT SURVEY CONTROL
 CQ1876  ___________________________________________________________________
 CQ1876* NAD 83(1986)-  32 54 28.     (N)    093 48 05.     (W)     SCALED    
 CQ1876* NAVD 88     -       114.843  (meters)     376.78   (feet)  ADJUSTED  
 CQ1876  ___________________________________________________________________
 CQ1876  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CQ1876  DYNAMIC HT  -         114.717 (meters)     376.37  (feet)  COMP
 CQ1876  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CQ1876
 CQ1876  VERT ORDER  -  FIRST     CLASS II
 CQ1876
 CQ1876.The horizontal coordinates were scaled from a topographic map and have
 CQ1876.an estimated accuracy of +/- 6 seconds.
 CQ1876
 CQ1876.The orthometric height was determined by differential leveling
 CQ1876.and adjusted by the National Geodetic Survey in June 1991..
 CQ1876
 CQ1876.The geoid height was determined by GEOID03.
 CQ1876
 CQ1876.The dynamic height is computed by dividing the NAVD 88
 CQ1876.geopotential number by the normal gravity value computed on the
 CQ1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1876.degrees latitude (g = 980.6199 gals.).
 CQ1876
 CQ1876.The modeled gravity was interpolated from observed gravity values.
 CQ1876
 CQ1876;                    North         East    Units  Estimated Accuracy
 CQ1876;SPC LA N     -   267,710.      878,250.      MT  (+/- 180 meters Scaled)
 CQ1876
 CQ1876                          SUPERSEDED SURVEY CONTROL
 CQ1876
 CQ1876  NGVD 29 (??/??/??)  114.907  (m)          376.99   (f) ADJUSTED    1 2
 CQ1876
 CQ1876.Superseded values are not recommended for survey control.
 CQ1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1876.See file dsdata.txt to determine how the superseded data were derived.
 CQ1876
 CQ1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS250413(NAD 83)
 CQ1876_MARKER: DR = REFERENCE MARK DISK
 CQ1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1876_STAMPING: MILLER NO. 1
 CQ1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1876+STABILITY: SURFACE MOTION
 CQ1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1876+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 CQ1876
 CQ1876  HISTORY     - Date     Condition        Report By
 CQ1876  HISTORY     - 1950     MONUMENTED       CGS
 CQ1876  HISTORY     - 1969     GOOD             LADH
 CQ1876  HISTORY     - 1987     GOOD             USPSQD
 CQ1876  HISTORY     - 20021012 GOOD             USPSQD
 CQ1876
 CQ1876                          STATION DESCRIPTION
 CQ1876
 CQ1876'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1876'6.65 MI W FROM PLAIN DEALING.
 CQ1876'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1876'PLAIN DEALING, THENCE 4.25 MILES WEST ALONG STATE HIGHWAY 2, THENCE
 CQ1876'1.55 MILES NORTHWEST ALONG STATE HIGHWAY 537, THENCE 0.75 MILES
 CQ1876'NORTHWEST ALONG A DIRT ROAD, THENCE 0.1 MILE EAST ALONG A DIM TRAIL
 CQ1876'ROAD, 136 FEET SOUTH OF CENTER LINE OF TRAIL ROAD, 160 FEET EAST OF
 CQ1876'POWER POLE NO 100, AT THE CREST OF THE HILL, IN THE TIMBER, 0.9 FEET
 CQ1876'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CQ1876'POST PROJECTING 3 INCHES.  SEC 10, T 22N, R 14W.
 CQ1876
 CQ1876                          STATION RECOVERY (1987)
 CQ1876
 CQ1876'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1876'RECOVERED IN GOOD CONDITION.
 CQ1876
 CQ1876                          STATION RECOVERY (2002)
 CQ1876
 CQ1876'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1878 ***********************************************************************
 CQ1878  DESIGNATION -  MILLER RM 2
 CQ1878  PID         -  CQ1878
 CQ1878  STATE/COUNTY-  LA/BOSSIER
 CQ1878  USGS QUAD   -  WARDVIEW (1971)
 CQ1878
 CQ1878                         *CURRENT SURVEY CONTROL
 CQ1878  ___________________________________________________________________
 CQ1878* NAD 83(1986)-  32 54 28.     (N)    093 48 05.     (W)     SCALED    
 CQ1878* NAVD 88     -       114.167  (meters)     374.56   (feet)  ADJUSTED  
 CQ1878  ___________________________________________________________________
 CQ1878  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CQ1878  DYNAMIC HT  -         114.041 (meters)     374.15  (feet)  COMP
 CQ1878  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CQ1878
 CQ1878  VERT ORDER  -  FIRST     CLASS II
 CQ1878
 CQ1878.The horizontal coordinates were scaled from a topographic map and have
 CQ1878.an estimated accuracy of +/- 6 seconds.
 CQ1878
 CQ1878.The orthometric height was determined by differential leveling
 CQ1878.and adjusted by the National Geodetic Survey in June 1991..
 CQ1878
 CQ1878.The geoid height was determined by GEOID03.
 CQ1878
 CQ1878.The dynamic height is computed by dividing the NAVD 88
 CQ1878.geopotential number by the normal gravity value computed on the
 CQ1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1878.degrees latitude (g = 980.6199 gals.).
 CQ1878
 CQ1878.The modeled gravity was interpolated from observed gravity values.
 CQ1878
 CQ1878;                    North         East    Units  Estimated Accuracy
 CQ1878;SPC LA N     -   267,710.      878,250.      MT  (+/- 180 meters Scaled)
 CQ1878
 CQ1878                          SUPERSEDED SURVEY CONTROL
 CQ1878
 CQ1878  NGVD 29 (??/??/??)  114.231  (m)          374.77   (f) ADJUSTED    1 2
 CQ1878
 CQ1878.Superseded values are not recommended for survey control.
 CQ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1878.See file dsdata.txt to determine how the superseded data were derived.
 CQ1878
 CQ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS250413(NAD 83)
 CQ1878_MARKER: DR = REFERENCE MARK DISK
 CQ1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1878_STAMPING: MILLER NO. 2 1950
 CQ1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1878+STABILITY: SURFACE MOTION
 CQ1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1878+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 CQ1878
 CQ1878  HISTORY     - Date     Condition        Report By
 CQ1878  HISTORY     - 1950     MONUMENTED       CGS
 CQ1878  HISTORY     - 1969     GOOD             LADH
 CQ1878  HISTORY     - 1987     GOOD             USPSQD
 CQ1878  HISTORY     - 20021012 GOOD             USPSQD
 CQ1878
 CQ1878                          STATION DESCRIPTION
 CQ1878
 CQ1878'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1878'6.65 MI W FROM PLAIN DEALING.
 CQ1878'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1878'PLAIN DEALING, THENCE 4.25 MILES WEST ALONG STATE HIGHWAY 2, THENCE
 CQ1878'1.55 MILES NORTHWEST ALONG STATE HIGHWAY 537, THENCE 0.75 MILES
 CQ1878'NORTHWEST ALONG A DIRT ROAD, THENCE 0.1 MILE EAST ALONG A DIM TRAIL
 CQ1878'ROAD, 43 FEET SOUTH OF CENTER LINE OF TRAIL ROAD, 154 FEET NORTHEAST
 CQ1878'OF POWER POLE NO. 100, 62.2 FEET NORTHWEST OF TRIANGULATION STATION
 CQ1878'MILLER 1950, AT THE CREST OF THE HILL, IN THE TIMBER, ABOUT 2 FEET
 CQ1878'ABOVE TRAIL ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CQ1878'INCHES.  SEC 10, T 22N, R 14W.
 CQ1878
 CQ1878                          STATION RECOVERY (1987)
 CQ1878
 CQ1878'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1878'RECOVERED IN GOOD CONDITION.
 CQ1878
 CQ1878                          STATION RECOVERY (2002)
 CQ1878
 CQ1878'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1878'STATION, RM 1, RM 2 AND AZIMUTH MARK ALL FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4252 ***********************************************************************
 BJ4252  DESIGNATION -  MILNEBURG 2
 BJ4252  PID         -  BJ4252
 BJ4252  STATE/COUNTY-  LA/ORLEANS
 BJ4252  USGS QUAD   -  SPANISH FORT (1992)
 BJ4252
 BJ4252                         *CURRENT SURVEY CONTROL
 BJ4252  ___________________________________________________________________
 BJ4252* NAD 83(1992)-  30 01 52.40921(N)    090 03 44.59515(W)     ADJUSTED  
 BJ4252* NAVD 88     -         2.2  **(meters)       7.   **(feet)  VERTCON   
 BJ4252  **This station is located in a subsidence area (see below).
 BJ4252  ___________________________________________________________________
 BJ4252  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4252  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4252
 BJ4252  HORZ ORDER  -  FIRST
 BJ4252
 BJ4252.The horizontal coordinates were established by classical geodetic methods
 BJ4252.and adjusted by the National Geodetic Survey in January 1993..
 BJ4252
 BJ4252 ** The orthometric height has not been validated since last determined
 BJ4252 ** by differential leveling and should not be used for control purposes.
 BJ4252 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4252 ** area with valid NAVD 88 orthometric heights.
 BJ4252 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4252 ** epoch indicated which incorporates improved geoid heights for the
 BJ4252 ** Southern Louisiana Subsidence area.
 BJ4252 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4252
 BJ4252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4252
 BJ4252.The geoid height was determined by GEOID03.
 BJ4252
 BJ4252;                    North         East     Units Scale Factor Converg.
 BJ4252;SPC LA S     -   170,407.298 1,122,578.824   MT  0.99992588   +0 38 07.8
 BJ4252;SPC LA S     -   559,077.94  3,682,994.03   sFT  0.99992588   +0 38 07.8
 BJ4252;UTM  15      - 3,325,882.023   783,299.573   MT  1.00059032   +1 28 16.2
 BJ4252;UTM  16      - 3,326,197.787   204,661.636   MT  1.00067630   -1 32 01.5
 BJ4252
 BJ4252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4252!SPC LA S     -   1.00000377  x   0.99992588  =   0.99992965
 BJ4252!UTM  15      -   1.00000377  x   1.00059032  =   1.00059409
 BJ4252!UTM  16      -   1.00000377  x   1.00067630  =   1.00068007
 BJ4252
 BJ4252|---------------------------------------------------------------------|
 BJ4252| PID    Reference Object                     Distance      Geod. Az  |
 BJ4252|                                                           dddmmss.s |
 BJ4252| CW2113 MILNEBURG 2 RM 5                     22.938 METERS 08903     |
 BJ4252| CW2112 MILNEBURG 2 AZ MK                                  1750936.7 |
 BJ4252| CW2114 MILNEBURG 2 RM 6                     54.584 METERS 20518     |
 BJ4252| AU2784 METAIRIE EAST WATER TANK            APPROX.10.0 KM 2473750.2 |
 BJ4252| BJ4251 NEW ORLEANS LSU STACK               466.281 METERS 2740651.4 |
 BJ4252|---------------------------------------------------------------------|
 BJ4252
 BJ4252                          SUPERSEDED SURVEY CONTROL
 BJ4252
 BJ4252  NAD 83(1986)-  30 01 52.42396(N)    090 03 44.59329(W) AD(       ) 1
 BJ4252  NAD 27      -  30 01 51.69921(N)    090 03 44.33621(W) AD(       ) 1
 BJ4252  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 BJ4252
 BJ4252.Superseded values are not recommended for survey control.
 BJ4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4252.See file dsdata.txt to determine how the superseded data were derived.
 BJ4252
 BJ4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8330025882(NAD 83)
 BJ4252_MARKER: DS = TRIANGULATION STATION DISK
 BJ4252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4252
 BJ4252  HISTORY     - Date     Condition        Report By
 BJ4252  HISTORY     - 1966     MONUMENTED       CGS
 BJ4252  HISTORY     - 1972     GOOD             NGS
 BJ4252  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 BJ4252
 BJ4252                          STATION DESCRIPTION
 BJ4252
 BJ4252'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BJ4252'STATION IS LOCATED ON THE SOUTH SHORE OF LAKE PONCHARTRAIN,
 BJ4252'IN THE NORTH SECTION OF NEW ORLEANS, AT THE PONCHARTRAIN
 BJ4252'AMUSEMENT PARK AND NEAR THE NORTHEAST EDGE OF THE PARKING
 BJ4252'AREA BETWEEN THE BLACKTOP AND A SIDEWALK.
 BJ4252'
 BJ4252'STATION MARKS ARE STANDARD DISKS STAMPED MILNEBURG 2 1966.
 BJ4252'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 BJ4252'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 147
 BJ4252'FEET NORTHWEST OF THE ENTRANCE TO THE PARKING AREA, 52 FEET
 BJ4252'EAST OF A 24 INCH PALM TREE, 45 FEET WEST OF A 12 INCH PALM
 BJ4252'TREE, 27 FEET SOUTH OF THE CENTER OF A SIDEWALK, 15 FEET NORTH
 BJ4252'OF THE NORTH EDGE OF THE PARKING AREA AND 13.5 FEET SOUTH
 BJ4252'OF A LIGHT POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BJ4252'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 BJ4252'
 BJ4252'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED MILNEBURG 2 NO
 BJ4252'5 1966, IS CEMENTED IN A DRILL HOLE IN A SIDEWALK AND FLUSH
 BJ4252'WITH THE SURFACE.  IT IS 123 FEET NORTH OF THE ENTRANCE TO
 BJ4252'THE PARKING AREA, 33 FEET NORTHEAST OF THE 12 INCH PALM TREE,
 BJ4252'32 FEET SOUTH OF A FENCE AND 6 FEET NORTH OF THE SOUTH EDGE
 BJ4252'OF THE SIDEWALK.
 BJ4252'
 BJ4252'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED MILNEBURG 2
 BJ4252'NO 6 1966, IS CEMENTED IN A DRILL HOLE IN CONCRETE OF THE
 BJ4252'PARKING SIGN AND PROJECTS 1.5 FEET.  IT IS 30 FEET NORTH OF
 BJ4252'THE WEST LANE OF LAKESHORE DRIVE, 27 FEET WEST OF THE CENTER
 BJ4252'OF THE EAST EXIT OF THE PARKING AREA AND 26 FEET EAST OF THE
 BJ4252'CENTER OF THE WEST EXIT OF THE PARKING AREA.
 BJ4252'
 BJ4252'AZIMUTH MARK, A STANDARD DISK STAMPED MILNEBURG 2 1966, IS
 BJ4252'CEMENTED IN A DRILL HOLE IN CONCRETE OF A MANHOLE COVER AND
 BJ4252'FLUSH WITH THE SURFACE.  IT IS 76 FEET WEST OF THE WEST LANE OF
 BJ4252'ELYSIAN FIELD AVENUE, 34 FEET NORTH OF THE CENTER OF YORK STREET,
 BJ4252'22 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A FENCE ENCLOSURE
 BJ4252'AND 1.4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BJ4252'
 BJ4252'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ELYSIAN
 BJ4252'FIELDS AVENUE FOR 0.45 MILES TO A FENCE ENCLOSURE AND THE
 BJ4252'AZIMUTH MARK ON THE RIGHT.
 BJ4252'
 BJ4252'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4252
 BJ4252                          STATION RECOVERY (1972)
 BJ4252
 BJ4252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4252'THE STATION MARK, REFERENCE MARKS 5 AND 6, AND THE AZIMUTH
 BJ4252'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1966.
 BJ4252'THE DIRECTION AND DISTANCES TO THE REFERENCE MARKS WERE FOUND
 BJ4252'TO BE CORRECT.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND
 BJ4252'AND THE DIRECTION TO THE MARK WAS NOT CHECKED AT THIS DATE.
 BJ4252'
 BJ4252'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO CARS BEING
 BJ4252'PARKED ON LINE.
 BJ4252
 BJ4252                          STATION RECOVERY (1995)
 BJ4252
 BJ4252'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4267 ***********************************************************************
 BJ4267  DESIGNATION -  MILNEBURG LIGHTHOUSE
 BJ4267  PID         -  BJ4267
 BJ4267  STATE/COUNTY-  LA/ORLEANS
 BJ4267  USGS QUAD   -  SPANISH FORT (1992)
 BJ4267
 BJ4267                         *CURRENT SURVEY CONTROL
 BJ4267  ___________________________________________________________________
 BJ4267* NAD 83(1992)-  30 01 55.67392(N)    090 03 43.89702(W)     ADJUSTED  
 BJ4267* NAVD 88     -                                                        
 BJ4267  **This station is located in a subsidence area (see below).
 BJ4267  ___________________________________________________________________
 BJ4267  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4267  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4267
 BJ4267  HORZ ORDER  -  THIRD
 BJ4267
 BJ4267.The horizontal coordinates were established by classical geodetic methods
 BJ4267.and adjusted by the National Geodetic Survey in May 1994..
 BJ4267
 BJ4267 ** The orthometric height has not been validated since last determined
 BJ4267 ** by differential leveling and should not be used for control purposes.
 BJ4267 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4267 ** area with valid NAVD 88 orthometric heights.
 BJ4267 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4267 ** epoch indicated which incorporates improved geoid heights for the
 BJ4267 ** Southern Louisiana Subsidence area.
 BJ4267 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4267
 BJ4267.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4267
 BJ4267.The geoid height was determined by GEOID03.
 BJ4267
 BJ4267;                    North         East     Units Scale Factor Converg.
 BJ4267;SPC LA S     -   170,508.020 1,122,596.412   MT  0.99992589   +0 38 08.1
 BJ4267;SPC LA S     -   559,408.40  3,683,051.73   sFT  0.99992589   +0 38 08.1
 BJ4267;UTM  15      - 3,325,983.058   783,315.701   MT  1.00059044   +1 28 16.7
 BJ4267;UTM  16      - 3,326,297.846   204,683.040   MT  1.00067614   -1 32 01.3
 BJ4267
 BJ4267                          SUPERSEDED SURVEY CONTROL
 BJ4267
 BJ4267  NAD 83(1992)-  30 01 55.67398(N)    090 03 43.89693(W) AD(       ) 4
 BJ4267  NAD 83(1986)-  30 01 55.68891(N)    090 03 43.89629(W) AD(       ) 4
 BJ4267  NAD 27      -  30 01 54.96174(N)    090 03 43.63962(W) AD(       ) 3
 BJ4267
 BJ4267.Superseded values are not recommended for survey control.
 BJ4267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4267.See file dsdata.txt to determine how the superseded data were derived.
 BJ4267
 BJ4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8331625983(NAD 83)
 BJ4267_MARKER: 13 = LIGHTHOUSE
 BJ4267
 BJ4267  HISTORY     - Date     Condition        Report By
 BJ4267  HISTORY     - 1931     FIRST OBSERVED   CGS
 BJ4267  HISTORY     - 1946     GOOD             CGS
 BJ4267  HISTORY     - 1954     GOOD             CGS
 BJ4267  HISTORY     - 19950705 POOR             USPSQD
 BJ4267
 BJ4267                          STATION DESCRIPTION
 BJ4267
 BJ4267'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ4267'RECOVERED IN GOOD CONDITION.  AS THIS STATION WAS NOT DESCRIBED,
 BJ4267'A DESCRIPTION FOLLOWS--
 BJ4267'
 BJ4267'THE OLD LIGHTHOUSE, APPROXIMATELY 30 FEET HIGH, LOCATED IN A
 BJ4267'CITY PARK ON THE SHORE OF LAKE PONTCHARTRAIN, ABOUT 8 MILES
 BJ4267'NE OF THE HEART OF NEW ORLEANS, AND 2 MILES W OF THE NEW
 BJ4267'ORLEANS AIRPORT.
 BJ4267
 BJ4267                          STATION RECOVERY (1954)
 BJ4267
 BJ4267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4267'THE RECOVERY NOTE BY H.J.B. IS ADEQUATE.  THE LIGHTHOUSE
 BJ4267'IS IN GOOD CONDITION, BUT IT IS NO LONGER IN USE.
 BJ4267'
 BJ4267'THIS IS AN INTERSECTION STATION.
 BJ4267
 BJ4267                          STATION RECOVERY (1995)
 BJ4267
 BJ4267'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4267'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4253 ***********************************************************************
 BJ4253  DESIGNATION -  MILNEBURG RESET
 BJ4253  PID         -  BJ4253
 BJ4253  STATE/COUNTY-  LA/ORLEANS
 BJ4253  USGS QUAD   -  SPANISH FORT (1992)
 BJ4253
 BJ4253                         *CURRENT SURVEY CONTROL
 BJ4253  ___________________________________________________________________
 BJ4253* NAD 83(1992)-  30 01 56.13967(N)    090 03 44.08920(W)     ADJUSTED  
 BJ4253* NAVD 88     -         2.23   (+/-2cm)       7.3  **(feet)  VERTCON   
 BJ4253  **This station is located in a subsidence area (see below).
 BJ4253  ___________________________________________________________________
 BJ4253  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4253  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4253
 BJ4253  HORZ ORDER  -  FIRST
 BJ4253  VERT ORDER  -  THIRD ? (See Below)
 BJ4253
 BJ4253.The horizontal coordinates were established by classical geodetic methods
 BJ4253.and adjusted by the National Geodetic Survey in January 1993..
 BJ4253
 BJ4253 ** The orthometric height has not been validated since last determined
 BJ4253 ** by differential leveling and should not be used for control purposes.
 BJ4253 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4253 ** area with valid NAVD 88 orthometric heights.
 BJ4253 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4253 ** epoch indicated which incorporates improved geoid heights for the
 BJ4253 ** Southern Louisiana Subsidence area.
 BJ4253 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4253.The vertical order pertains to the NGVD 29 superseded value.
 BJ4253
 BJ4253.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4253
 BJ4253.The geoid height was determined by GEOID03.
 BJ4253
 BJ4253;                    North         East     Units Scale Factor Converg.
 BJ4253;SPC LA S     -   170,522.303 1,122,591.105   MT  0.99992589   +0 38 08.0
 BJ4253;SPC LA S     -   559,455.26  3,683,034.32   sFT  0.99992589   +0 38 08.0
 BJ4253;UTM  15      - 3,325,997.271   783,310.182   MT  1.00059040   +1 28 16.6
 BJ4253;UTM  16      - 3,326,312.330   204,678.273   MT  1.00067617   -1 32 01.4
 BJ4253
 BJ4253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4253!SPC LA S     -   1.00000377  x   0.99992589  =   0.99992966
 BJ4253!UTM  15      -   1.00000377  x   1.00059040  =   1.00059417
 BJ4253!UTM  16      -   1.00000377  x   1.00067617  =   1.00067994
 BJ4253
 BJ4253:                Primary Azimuth Mark                     Grid Az
 BJ4253:SPC LA S     -  INDUSTRIAL CANAL LIGHT                   066 20 51.0
 BJ4253:UTM  15      -  INDUSTRIAL CANAL LIGHT                   065 30 42.4
 BJ4253:UTM  16      -  INDUSTRIAL CANAL LIGHT                   068 31 00.4
 BJ4253
 BJ4253|---------------------------------------------------------------------|
 BJ4253| PID    Reference Object                     Distance      Geod. Az  |
 BJ4253|                                                           dddmmss.s |
 BJ4253| BJ4255 INDUSTRIAL CANAL LIGHT              APPROX. 2.6 KM 0665859.0 |
 BJ4253| BJ4250 MONUMENT ZONE 4 1931                203.446 METERS 07311     |
 BJ4253| BJ4256 INDUSTRIAL CANAL BRIDGE NE COR      APPROX. 2.7 KM 0920857.0 |
 BJ4253| BJ4254 ARTS                                APPROX. 1.0 KM 1350134.8 |
 BJ4253| BJ1372 MILNEBURG RM 1                                     15936     |
 BJ4253| BJ4263 PORT PONTCHARTRAIN LH 1874           14.283 METERS 16004     |
 BJ4253| AU2674 GRANDSTAND MIDDLE CUPOLA            APPROX. 5.8 KM 1964116.4 |
 BJ4253| BJ4247 LAKE PONTCHARTRAIN FLASHING LT      APPROX. 5.0 KM 2631317.2 |
 BJ4253| BJ1368 MILNEBURG RM 2                       64.916 METERS 30252     |
 BJ4253|---------------------------------------------------------------------|
 BJ4253
 BJ4253                          SUPERSEDED SURVEY CONTROL
 BJ4253
 BJ4253  NAD 83(1986)-  30 01 56.15463(N)    090 03 44.08853(W) AD(       ) 1
 BJ4253  NAD 27      -  30 01 55.42804(N)    090 03 43.83184(W) AD(       ) 1
 BJ4253  NGVD 29 (07/19/86)    2.29   (m)            7.5    (f) LEVELING    3  
 BJ4253
 BJ4253.Superseded values are not recommended for survey control.
 BJ4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4253.See file dsdata.txt to determine how the superseded data were derived.
 BJ4253
 BJ4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8331025997(NAD 83)
 BJ4253_MARKER: DS = TRIANGULATION STATION DISK
 BJ4253_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BJ4253
 BJ4253  HISTORY     - Date     Condition        Report By
 BJ4253  HISTORY     - 1955     MONUMENTED       CGS
 BJ4253  HISTORY     - 1966     GOOD             CGS
 BJ4253  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 BJ4253
 BJ4253                          STATION DESCRIPTION
 BJ4253
 BJ4253'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4253'THE STATION WAS VISITED 4/11/55.  THE STATION MARK WAS FOUND IN
 BJ4253'GOOD CONDITION ABOUT 18 INCHES BELOW THE BLACK TOPPED WALK,
 BJ4253'IN KIDDIELAND, OF PONCHARTRAIN BEACH.  THE STATION MARK WAS
 BJ4253'BROUGHT TO THE TOP OF THE BLACK TOP (PLUMB BOB METHOD) AND SET
 BJ4253'IN AN IRREGULAR MASS OF CONCRETE, FLUSH WITH THE SURFACE OF THE
 BJ4253'BLAC TOP.  REFERENCE MARK NO. 1 AND NO. 2 WERE DESTROYED IN
 BJ4253'1954 WHEN THE SEA WALL WAS REMODELED.  REFERENCE MARKS NO. 3
 BJ4253'AND 4 WERE ESTABLISHED AT THIS DATE.
 BJ4253'
 BJ4253'A NEW DESCRIPTION FOLLOWS--
 BJ4253'
 BJ4253'THE STATION IS LOCATED ON THE SOUTH SHORE OF LAKE PONCHARTRAIN,
 BJ4253'IN THE NORTHERN SECTION OF NEW ORLEANS, AT THE PONCHARTRAIN
 BJ4253'AMUSEMENT PARK, IN THE NORTHEAST SECTION OF KIDDIELAND, WHICH
 BJ4253'IS ABOUT THE CENTER OF THE PARK.  IT IS 65.5 FEET SOUTH OF THE
 BJ4253'CENTER OF THE MIDWAY, 12.6 METERS NORTH-NORTHWEST OF THE
 BJ4253'NORTHWEST EDGE OF THE MILNEBURG LIGHTHOUSE, 17.5 FEET WEST OF THE
 BJ4253'CENTER OF A RIDE, 27.5 FEET NORTH OF THE CENTER OF
 BJ4253'ANOTHER RIDE (SMALL CARS) 51.5 FEET WEST OF THE NORTHWEST
 BJ4253'CORNER OF A BRICK BUILDING AND 47.5 FEET EAST-NORTHEAST OF
 BJ4253'THE NORTHEAST CORNER OF THE TICKET OFFICE IN THE CENTER OF
 BJ4253'KIDDIELAND.  IT IS A STANDARD DISK, STAMPED MILNEBURG 1931
 BJ4253'1955, SET IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE BLACK
 BJ4253'TOPPED WALKWAY.
 BJ4253'
 BJ4253'REFERENCE MARK NO. 3 IS 169.94 FEET WEST OF THE STATION, IN
 BJ4253'A NORTH-SOUTH ALLEY, WEST OF KIDDIELAND, BETWEEN THE WHIZ
 BJ4253'BANG RIDE AND THE POPCORN STAND, 66 FEET SOUTH OF THE CENTER
 BJ4253'OF THE MIDWAY, 13.5 FEET EAST OF THE WEST EDGE OF THE CONCRETE
 BJ4253'ALLEY, 6 FEET WEST OF THE EAST EDGE OF THE CONCRETE ALLEY,
 BJ4253'3.7 FEET EAST OF THE CENTER OF THE ALLEY, 15.4 FEET SOUTHWEST
 BJ4253'OF THE SOUTHWEST CORNER OF THE POPCORN STAND, 22 FEET SOUTHEAST
 BJ4253'OF LIGHTPOLE NO. 188A AND 30 FEET SOUTH OF THE SOUTH EDGE OF
 BJ4253'THE TICKET BOOTH IN THE CENTER OF THE ALLEY.  IT IS A
 BJ4253'STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE ALLEY
 BJ4253'AND IS STAMPED MILNEBURG NO 3 1931 1955.
 BJ4253'
 BJ4253'REFERENCE MARK NO. 4 IS NORTH OF THE STATION, 131.63 FEET,
 BJ4253'IN A LARGE CONCRETE APRON SOUTH OF THE BEACH, 47 FEET SOUTH OF
 BJ4253'A RETAINING WALL, 66.5 FEET NORTH OF THE CENTER OF THE MIDWAY,
 BJ4253'79.5 FEET NORTHEAST OF THE WESTERLY ONE OF TWO DRINKING
 BJ4253'FOUNTAINS, 34.5 FEET NORTH-NORTHWEST OF THE EAST ONE OF TWO
 BJ4253'DRINKING FOUNTAINS, 61 FEET NORTHWEST OF LIGHT POLE NO. 191
 BJ4253'AND 74 FEET NORTHEAST OF LIGHT POLE NO. 190.  IT IS A STANDARD
 BJ4253'DISK, STAMPED MILNEBURG NO 4 1931 1955, SET FLUSH IN A DRILL
 BJ4253'HOLE IN THE CONCRETE APRON.
 BJ4253
 BJ4253                          STATION RECOVERY (1966)
 BJ4253
 BJ4253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BJ4253'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 BJ4253'IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS COMPLETE AND
 BJ4253'ADEQUATE.  DUE TO THE STATION MARK NOW BEING UNDER A CATWALK
 BJ4253'OF A RIDE NO DISTANCES OR DIRECTIONS WAS OBTAINED AT THIS TIME.
 BJ4253'DUE TO OBSTRUCTIONS AT THE STATION A NEW STATION, REFERENCE
 BJ4253'MARKS 5, 6 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 BJ4253'
 BJ4253'NOTE--SEE DESCRIPTION TO MILNEBURG 2 FOR THE NEW STATION.
 BJ4253
 BJ4253                          STATION RECOVERY (1995)
 BJ4253
 BJ4253'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2804 ***********************************************************************
 BJ2804  DESIGNATION -  MILWITT BOLT USE
 BJ2804  PID         -  BJ2804
 BJ2804  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2804  USGS QUAD   -  INNIS (1994)
 BJ2804
 BJ2804                         *CURRENT SURVEY CONTROL
 BJ2804  ___________________________________________________________________
 BJ2804* NAD 83(1986)-  30 58 25.     (N)    091 40 28.     (W)     SCALED    
 BJ2804* NAVD 88     -        13.16   (+/-2cm)      43.2    (feet)  VERTCON   
 BJ2804  ___________________________________________________________________
 BJ2804  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2804
 BJ2804  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2804
 BJ2804.The horizontal coordinates were scaled from a topographic map and have
 BJ2804.an estimated accuracy of +/- 6 seconds.
 BJ2804
 BJ2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2804.The vertical order pertains to the NGVD 29 superseded value.
 BJ2804
 BJ2804.The geoid height was determined by GEOID03.
 BJ2804
 BJ2804;                    North         East    Units  Estimated Accuracy
 BJ2804;SPC LA S     -   274,250.      967,410.      MT  (+/- 180 meters Scaled)
 BJ2804
 BJ2804                          SUPERSEDED SURVEY CONTROL
 BJ2804
 BJ2804  NGVD 29 (??/??/??)   13.140  (m)           43.11   (f) ADJUSTED    1 2
 BJ2804
 BJ2804.Superseded values are not recommended for survey control.
 BJ2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2804.See file dsdata.txt to determine how the superseded data were derived.
 BJ2804
 BJ2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ265274(NAD 83)
 BJ2804_MARKER: B = BOLT
 BJ2804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2804_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2804_STAMPING: MILWITT
 BJ2804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2804
 BJ2804  HISTORY     - Date     Condition        Report By
 BJ2804  HISTORY     - UNK      MONUMENTED       CGS
 BJ2804  HISTORY     - 1938     GOOD             DOD
 BJ2804  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2804
 BJ2804                          STATION DESCRIPTION
 BJ2804
 BJ2804'DESCRIBED BY US DEPARTMENT OF DEFENSE 1938
 BJ2804'1.25 MI SE FROM TORRAS.
 BJ2804'1-1/4 MILES SOUTHEAST OF THE TOWN OF TORRAS, POINTE COUPEE PARISH, 1/2
 BJ2804'MILE NORTHWEST OF THE SETTLEMENT OF PHILLIPSTON, (AT THE CONFLUENCE OF
 BJ2804'TWO RIVERS), ON THE RIGHT BANK OF MISSISSIPI RIVER AND THE LOWER BANK
 BJ2804'OF OLD RIVER, 360 FEET BACK OF THE PRESENT CONTROLLING LEVEE, 468.7
 BJ2804'FEET NORTHEAST OF STATION 286+639 OF THE LEVEE-MARKER SURVEY, 100 FEET
 BJ2804'SOUTH OF A 36-INCH PECAN TREE, 36 FEET NORTH OF ANOTHER 36-INCH PECAN
 BJ2804'TREE, IN LINE WITH THE PECAN TREES, 20 FEET NORTHEAST OF THE LOUISIANA
 BJ2804'AND ARKANSAS RAILWAY TRACK, IN THE TORRAS PHILLIPS PASTURE, AND 26
 BJ2804'FEET ABOVE THE ROAD FENCE.  A COPPER BOLT, SET IN THE TOP OF A TILE
 BJ2804'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BJ2804'PROJECTING 16 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.
 BJ2804'S. ARMY STANDARD CAP.
 BJ2804
 BJ2804                          STATION RECOVERY (1964)
 BJ2804
 BJ2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2803 ***********************************************************************
 BJ2803  DESIGNATION -  MILWITT CAP USE
 BJ2803  PID         -  BJ2803
 BJ2803  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2803  USGS QUAD   -  INNIS (1994)
 BJ2803
 BJ2803                         *CURRENT SURVEY CONTROL
 BJ2803  ___________________________________________________________________
 BJ2803* NAD 83(1986)-  30 58 25.     (N)    091 40 28.     (W)     SCALED    
 BJ2803* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 BJ2803  ___________________________________________________________________
 BJ2803  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2803
 BJ2803  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2803
 BJ2803.The horizontal coordinates were scaled from a topographic map and have
 BJ2803.an estimated accuracy of +/- 6 seconds.
 BJ2803
 BJ2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2803.The vertical order pertains to the NGVD 29 superseded value.
 BJ2803
 BJ2803.The geoid height was determined by GEOID03.
 BJ2803
 BJ2803;                    North         East    Units  Estimated Accuracy
 BJ2803;SPC LA S     -   274,250.      967,410.      MT  (+/- 180 meters Scaled)
 BJ2803
 BJ2803                          SUPERSEDED SURVEY CONTROL
 BJ2803
 BJ2803  NGVD 29 (??/??/??)   14.374  (m)           47.16   (f) ADJUSTED    1 2
 BJ2803
 BJ2803.Superseded values are not recommended for survey control.
 BJ2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2803.See file dsdata.txt to determine how the superseded data were derived.
 BJ2803
 BJ2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ265274(NAD 83)
 BJ2803_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2803_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2803_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2803_STAMPING: MILWITT
 BJ2803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2803
 BJ2803  HISTORY     - Date     Condition        Report By
 BJ2803  HISTORY     - UNK      MONUMENTED       CGS
 BJ2803  HISTORY     - 1938     GOOD             DOD
 BJ2803  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2803
 BJ2803                          STATION DESCRIPTION
 BJ2803
 BJ2803'DESCRIBED BY US DEPARTMENT OF DEFENSE 1938
 BJ2803'1.25 MI SE FROM TORRAS.
 BJ2803'1-1/4 MILES SOUTHEAST OF THE TOWN OF TORRAS, POINTE COUPEE PARISH, 1/2
 BJ2803'MILE NORTHWEST OF THE SETTLEMENT OF PHILLIPPSTON, (AT THE CONFLUENCE
 BJ2803'OF TWO RIVERS), ON THE RIGHT BANK OF MISSISSIPPI RIVER AND THE LOWER
 BJ2803'BANK OF OLD RIVER, 360 FEET BACK OF THE PRESENT CONTROLLING LEVEE,
 BJ2803'468.7 FEET NORTHEAST OF STATION 286+639 OF THE LEVEE-MARKER SURVEY,
 BJ2803'100 FEET SOUTH OF A 36-INCH PECAN TREE, 36 FEET NORTH OF ANOTHER
 BJ2803'36-INCH PECAN TREE, IN LINE WITH THE PECAN TREES, 20 FEET NORTHEAST OF
 BJ2803'THE LOUISIANA AND ARKANSAS RAILWAY TRACK, IN THE TORRAS PHILLIPS
 BJ2803'PASTURE, AND 26 FEET ABOVE THE ROAD FENCE.  AN IRON PIPE PROJECTING 16
 BJ2803'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U. S. ARMY
 BJ2803'STANDARD CAP.
 BJ2803
 BJ2803                          STATION RECOVERY (1964)
 BJ2803
 BJ2803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3040 ***********************************************************************
 CQ3040  DESIGNATION -  MINDEN
 CQ3040  PID         -  CQ3040
 CQ3040  STATE/COUNTY-  LA/WEBSTER
 CQ3040  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3040
 CQ3040                         *CURRENT SURVEY CONTROL
 CQ3040  ___________________________________________________________________
 CQ3040* NAD 83(1992)-  32 36 25.45536(N)    093 18 08.33238(W)     ADJUSTED  
 CQ3040* NAVD 88     -        77.38   (+/-2cm)     253.9    (feet)  VERTCON   
 CQ3040  ___________________________________________________________________
 CQ3040  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CQ3040  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ3040
 CQ3040  HORZ ORDER  -  SECOND
 CQ3040  VERT ORDER  -  THIRD ? (See Below)
 CQ3040
 CQ3040.The horizontal coordinates were established by classical geodetic methods
 CQ3040.and adjusted by the National Geodetic Survey in September 1999..
 CQ3040
 CQ3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3040.The vertical order pertains to the NGVD 29 superseded value.
 CQ3040
 CQ3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3040
 CQ3040.The geoid height was determined by GEOID03.
 CQ3040
 CQ3040;                    North         East     Units Scale Factor Converg.
 CQ3040;SPC LA N     -   233,906.684   924,692.216   MT  0.99998695   -0 25 27.1
 CQ3040;SPC LA N     -   767,408.85  3,033,761.05   sFT  0.99998695   -0 25 27.1
 CQ3040;UTM  15      - 3,607,768.486   471,634.465   MT  0.99960992   -0 09 46.5
 CQ3040
 CQ3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3040!SPC LA N     -   0.99999192  x   0.99998695  =   0.99997887
 CQ3040!UTM  15      -   0.99999192  x   0.99960992  =   0.99960184
 CQ3040
 CQ3040|---------------------------------------------------------------------|
 CQ3040| PID    Reference Object                     Distance      Geod. Az  |
 CQ3040|                                                           dddmmss.s |
 CQ3040| CX6766 MINDEN RM 1                          31.013 METERS 01938     |
 CQ3040| CQ3022 DUTCHTOWN FIRE TOWER LFC            APPROX.11.5 KM 0310238.5 |
 CQ3040| CQ3036 MINDEN MUNICIPAL TANK               APPROX. 2.0 KM 0560417.7 |
 CQ3040| CQ3035 MINDEN COURTHOUSE DOME              APPROX. 1.7 KM 0585017.0 |
 CQ3040| CQ3038 E 3520                              128.606 METERS 10251     |
 CQ3040| CX6767 MINDEN RM 3                          38.161 METERS 10644     |
 CQ3040| CX6765 MINDEN AZ MK                                       2665053.8 |
 CQ3040| CQ3241 BODCAU FIRE TOWER LFC               APPROX.21.6 KM 2973930.0 |
 CQ3040| CQ3027 60A009                              APPROX. 0.5 KM 3562249.9 |
 CQ3040|---------------------------------------------------------------------|
 CQ3040
 CQ3040                          SUPERSEDED SURVEY CONTROL
 CQ3040
 CQ3040  NAD 83(1992)-  32 36 25.45518(N)    093 18 08.33133(W) AD(       ) 2
 CQ3040  NAD 83(1986)-  32 36 25.46752(N)    093 18 08.32479(W) AD(       ) 2
 CQ3040  NAD 27      -  32 36 24.92800(N)    093 18 07.71800(W) AD(       ) 2
 CQ3040  NGVD 29 (07/19/86)   77.44   (m)          254.1    (f) LEVELING    3  
 CQ3040
 CQ3040.Superseded values are not recommended for survey control.
 CQ3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3040.See file dsdata.txt to determine how the superseded data were derived.
 CQ3040
 CQ3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7163407768(NAD 83)
 CQ3040_MARKER: DS = TRIANGULATION STATION DISK
 CQ3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3040
 CQ3040  HISTORY     - Date     Condition        Report By
 CQ3040  HISTORY     - 1950     MONUMENTED       CGS
 CQ3040  HISTORY     - 1966     GOOD             CGS
 CQ3040  HISTORY     - 1966     GOOD             CGS
 CQ3040  HISTORY     - 19971018 GOOD             USPSQD
 CQ3040  HISTORY     - 20021215 GOOD             USPSQD
 CQ3040
 CQ3040                          STATION DESCRIPTION
 CQ3040
 CQ3040'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3040'THE STATION IS LOCATED ABOUT 1.0 MILE WEST AND 0.5 MILE SOUTH
 CQ3040'OF THE CENTER OF MINDEN ON LAND OWNED BY MR. TOM CRIGHTON.
 CQ3040'IT IS ON THE EAST EDGE OF PROPOSED STREET, 66 FEET NORTH OF THE
 CQ3040'CENTER OF U.S. HIGHWAYS 79 AND 80, 42 FEET WEST-NORTHWEST OF
 CQ3040'POWER LINE POLE AND 41 FEET WEST OF SOUTHWEST FENCE CORNER
 CQ3040'AROUND USED CAR LOT.  IT IS STAMPED MINDEN 1950 AND SET FLUSH
 CQ3040'WITH THE SURFACE OF THE GROUND.
 CQ3040'
 CQ3040'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 35 FEET
 CQ3040'SOUTH OF NORTHWEST FENCE CORNER AROUND USED CAR LOT AND 1 FOOT
 CQ3040'WEST OF WOVEN WIRE FENCE.  IT IS STAMPED MINDEN NO 1 1950
 CQ3040'AND PROJECTS 2 INCHES.
 CQ3040'
 CQ3040'E 3520 (LA. GEOD. S.) WAS USED FOR REFERENCE MARK NO. 2 AND IS
 CQ3040'EAST OF THE STATION, 35 FEET EAST OF THE CENTER OF MIDDLE LANDING
 CQ3040'STREET, 29 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 79 AND
 CQ3040'80 AND 7 FEET EAST OF FIRE HYDRANT.  IT IS A LOUISIANA GEODETIC
 CQ3040'SURVEY DISK, STAMPED E 3520, SET IN A 5 INCH SQUARE CONCRETE POST
 CQ3040'SET FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3040'
 CQ3040'THE AZIMUTH MARK IS WEST OF THE STATION, 34 FEET WEST OF THE
 CQ3040'CENTER OF DRIVEWAY, 27 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS
 CQ3040'79 AND 80 AND 16 FEET EAST OF A FIRE HYDRANT.  IT IS STAMPED
 CQ3040'MINDEN 1950 AND PROJECTS 1 INCH.
 CQ3040'
 CQ3040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79
 CQ3040'AND 80 AT THE NORTHEAST CORNER OF THE POST OFFICE IN MINDEN,
 CQ3040'GO SOUTHWEST AND WEST ON U.S. HIGHWAYS 79 AND 80 FOR 0.5 MILE
 CQ3040'TO RAILROAD STATION ON THE RIGHT, CONTINUE WESTERLY ON U.S.
 CQ3040'HIGHWAY 79 AND 80 FOR 0.7 MILE TO USED CAR LOT ON RIGHT JUST EAST
 CQ3040'OF PROPOSED STREET AND STATION AS DESCRIBED.
 CQ3040'
 CQ3040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 CQ3040'HIGHWAYS 79 AND 80 FOR 0.4 MILE TO DOUBLE DRIVEWAY ON THE
 CQ3040'LEFT AND STATION AS DESCRIBED.
 CQ3040'
 CQ3040'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ3040
 CQ3040                          STATION RECOVERY (1966)
 CQ3040
 CQ3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ3040'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED.  HOWEVER,
 CQ3040'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK HAVE BEEN DESTROYED DUE
 CQ3040'TO THE WIDENING OF U.S. HWY 79 AND 80.
 CQ3040'
 CQ3040'THE STATION IS LOCATED 1.10 MILES WEST ALONG U.S. HWY 79 AND
 CQ3040'80 FROM THE COURTHOUSE IN MINDEN, LOUISIANA ON THE CORNER OF
 CQ3040'WINFORD STREET AND U.S. HWY 79 AND 80.  STATION IS 26.00 FEET
 CQ3040'EAST OF THE CENTERLINE OF WINFORD STREET, 66.70 FEET NORTH OF
 CQ3040'THE CENTERLINE OF U.S. HWY 79 AND 80, AND 39.25 FEET NORTHWEST
 CQ3040'OF A HIGHWAY RIGHT OF WAY MARKER ON NORTH SIDE OF U.S. HWY
 CQ3040'79 AND 80.  STATION IS SET ABOUT 2 INCHES BELOW THE SURFACE
 CQ3040'OF THE GROUND.  STATION IS STAMPED MINDEN, 1950.
 CQ3040'
 CQ3040'REFERENCE MARK NO. 1 IS NORTH NORTHEAST OF THE STATION, 62.90
 CQ3040'FEET EAST OF THE CENTERLINE OF WINFORD STREET AND 2 FEET EAST
 CQ3040'OF A METAL WITNESS POST AND SIGN.  IT IS STAMPED MINDEN NO. 1,
 CQ3040'1950, AND PROJECTS 2 INCHES.
 CQ3040'
 CQ3040'TO REACH THIS STATION FROM THE WEBSTER PARISH COURTHOUSE IN
 CQ3040'MINDEN, LOUISIANA, FOLLOW U.S. HWY 79 AND 80 WEST FOR 1.10 MILES
 CQ3040'TO THE STATION AT THE INTERSECTION OF WINFORD STREET, U.S. HWY
 CQ3040'79 AND 80.
 CQ3040
 CQ3040                          STATION RECOVERY (1966)
 CQ3040
 CQ3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ3040'THE STATION WAS VISITED 5/10/66.  THE STATION MARK AND REFERENCE
 CQ3040'MARK 1 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND E
 CQ3040'3520 (LA. GEOD. S.) WERE DESTROYED PRIOR TO THIS DATE.  REFERENCE
 CQ3040'MARK 3 WAS ESTABLISHED AT THIS DATE.  DUE TO LOCAL CHANGES A NEW
 CQ3040'DESCRIPTION FOLLOWS--
 CQ3040'
 CQ3040'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF MINDEN IN A
 CQ3040'VACANT LOT, JUST EAST OF THE MINDEN MOTEL, AT THE INTERSECTION
 CQ3040'OF WINFORD STREET AND U.S. HIGHWAY 80 (SHREVEPORT ROAD), IN THE
 CQ3040'SOUTHWEST CORNER OF THE VACANT LOT AND JUST WEST OF A SHELL
 CQ3040'SERVICE STATION, 66.5 FEET NORTH OF THE CENTERLINE OF U.S.
 CQ3040'HIGHWAY 80, 39 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK,
 CQ3040'36.5 FEET NORTH OF A POWER POLE, 22 FEET EAST OF THE CENTERLINE
 CQ3040'OF WINFORD STREET AND 2 FEET NORTH OF THE PROJECTED PLANE
 CQ3040'OF THE SOUTH EDGE OF THE SWIMMING POOL OF THE MINDEN MOTEL.
 CQ3040'THE MARK IS STAMPED MINDEN 1950 AND IS 2 INCHES BELOW THE
 CQ3040'SURFACE OF THE GROUND.  IT IS 47.5 FEET EAST-SOUTHEAST OF A
 CQ3040'POWER POLE THAT IS ON THE WEST SIDE OF WINFORD STREET.
 CQ3040'
 CQ3040'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MINDEN NO 1 1950,
 CQ3040'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH
 CQ3040'ABOVE THE GROUND.  IT IS 167.5 FEET NORTH OF THE CENTERLINE OF
 CQ3040'U.S. HIGHWAY 80, 62 FEET EAST OF THE CENTERLINE OF WINFORD
 CQ3040'STREET, 29 FEET EAST OF A 12-INCH PINE TREE, 20.5 FEET SOUTH OF
 CQ3040'A LONE PINE TREE AND 2 FEET EAST OF A METAL WITNESS POST.
 CQ3040'
 CQ3040'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MINDEN NO 3 1950,
 CQ3040'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 CQ3040'IT IS 64 FEET EAST-NORTHEAST OF AND ACROSS HIGHWAY 80 FROM
 CQ3040'CONCRETE STEPS LEADING TO A SMALL WHITE HOUSE, 142 FEET EAST OF
 CQ3040'THE CENTERLINE OF WINFORD STREET, 29.5 FEET NORTH OF THE
 CQ3040'CENTERLINE OF HIGHWAY 80, 2 FEET WEST OF A POWER POLE AND
 CQ3040'1 FOOT SOUTH OF A METAL WITNESS POST.
 CQ3040'
 CQ3040'60A009 (LDH) IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3040'TRAVERSE STATION DISK, STAMPED 60A009, SET IN THE TOP OF A
 CQ3040'ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 128 FEET NORTH OF
 CQ3040'THE CENTERLINE OF A CROSS-STREET, 55 FEET NORTH-NORTHEAST OF THE
 CQ3040'NORTHEAST CORNER OF A WHITE HOUSE, 53 FEET SOUTHWEST OF A POWER
 CQ3040'POLE, 52 FEET EAST-SOUTHEAST OF A FORKED SWEET GUM TREE,
 CQ3040'16 FEET WEST OF THE CENTERLINE OF WINFORD STREET AND 1 FOOT
 CQ3040'WEST OF A METAL WITNESS POST AND ON THE PROJECTED PLANE OF THE
 CQ3040'SOUTH WALL OF A WHITE HOUSE THAT IS ON THE EAST SIDE OF
 CQ3040'WINFORD STREET.
 CQ3040'
 CQ3040'TO REACH 60A009 (LDH) FROM THE STATION, GO NORTH ON WINFORD STREET
 CQ3040'FOR 0.35 MILE TO TOP OF GRADE AND MARK ON THE LEFT.
 CQ3040'
 CQ3040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79 AND 80
 CQ3040'AT THE POST OFFICE IN MINDEN, GO SOUTHWEST AND WEST ON U.S.
 CQ3040'HIGHWAY 79 AND 80 FOR 0.7 MILE TO RAILROAD STATION
 CQ3040'ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.7 MILE
 CQ3040'TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 CQ3040
 CQ3040                          STATION RECOVERY (1997)
 CQ3040
 CQ3040'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3040'RECOVERED IN GOOD CONDITION.
 CQ3040
 CQ3040                          STATION RECOVERY (2002)
 CQ3040
 CQ3040'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ3040'STATION MARK IS IN GOOD POSITION.  REF MARKS 1 AND 3 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3400 ***********************************************************************
 CQ3400  DESIGNATION -  MINDEN
 CQ3400  PID         -  CQ3400
 CQ3400  STATE/COUNTY-  LA/WEBSTER
 CQ3400  USGS QUAD   -  MINDEN NORTH (1981)
 CQ3400
 CQ3400                         *CURRENT SURVEY CONTROL
 CQ3400  ___________________________________________________________________
 CQ3400* NAD 83(1992)-  32 38 25.18038(N)    093 18 00.96711(W)     ADJUSTED  
 CQ3400* NAVD 88     -        84.3    (meters)     277.     (feet)  VERTCON   
 CQ3400  ___________________________________________________________________
 CQ3400  X           -    -309,497.631 (meters)                     COMP
 CQ3400  Y           -  -5,367,227.352 (meters)                     COMP
 CQ3400  Z           -   3,420,469.204 (meters)                     COMP
 CQ3400  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CQ3400  ELLIP HEIGHT-          58.40  (meters)          (01/02/04) GPS OBS
 CQ3400  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3400
 CQ3400  HORZ ORDER  -  THIRD
 CQ3400  ELLP ORDER  -  FOURTH    CLASS II
 CQ3400
 CQ3400.This mark is at Minden Airport (F24)
 CQ3400
 CQ3400.The horizontal coordinates were established by GPS observations
 CQ3400.and adjusted by the National Geodetic Survey in September 1999..
 CQ3400
 CQ3400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3400
 CQ3400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3400
 CQ3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3400
 CQ3400.The ellipsoidal height was determined by GPS observations
 CQ3400.and is referenced to NAD 83.
 CQ3400
 CQ3400.The geoid height was determined by GEOID03.
 CQ3400
 CQ3400;                    North         East     Units Scale Factor Converg.
 CQ3400;SPC LA N     -   237,593.251   924,911.482   MT  0.99999410   -0 25 23.2
 CQ3400;SPC LA N     -   779,503.86  3,034,480.42   sFT  0.99999410   -0 25 23.2
 CQ3400;UTM  15      - 3,611,454.611   471,836.845   MT  0.99960978   -0 09 43.0
 CQ3400
 CQ3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3400!SPC LA N     -   0.99999083  x   0.99999410  =   0.99998493
 CQ3400!UTM  15      -   0.99999083  x   0.99960978  =   0.99960061
 CQ3400
 CQ3400:                Primary Azimuth Mark                     Grid Az
 CQ3400:SPC LA N     -  MINDEN AZ MK                             016 41 54.4
 CQ3400:UTM  15      -  MINDEN AZ MK                             016 26 14.2
 CQ3400
 CQ3400|---------------------------------------------------------------------|
 CQ3400| PID    Reference Object                     Distance      Geod. Az  |
 CQ3400|                                                           dddmmss.s |
 CQ3400| CQ3399 MINDEN AZ MK                        APPROX. 1.4 KM 0161631.2 |
 CQ3400|---------------------------------------------------------------------|
 CQ3400
 CQ3400                          SUPERSEDED SURVEY CONTROL
 CQ3400
 CQ3400  NAD 83(1992)-  32 38 25.18103(N)    093 18 00.96637(W) AD(       ) 3
 CQ3400  ELLIP H (01/21/93)   58.45   (m)                       GP(       ) 4 2
 CQ3400  NAD 83(1986)-  32 38 25.19316(N)    093 18 00.95768(W) AD(       ) 3
 CQ3400  NAD 27      -  32 38 24.67052(N)    093 18 00.35862(W) AD(       ) 3
 CQ3400  NGVD 29 (11/20/87)   84.4    (m)          277.     (f) GPS OBS        
 CQ3400
 CQ3400.Superseded values are not recommended for survey control.
 CQ3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3400.See file dsdata.txt to determine how the superseded data were derived.
 CQ3400
 CQ3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7183711455(NAD 83)
 CQ3400_MARKER: DS = TRIANGULATION STATION DISK
 CQ3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3400_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3400+STABILITY: SURFACE MOTION
 CQ3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3400+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1987
 CQ3400
 CQ3400  HISTORY     - Date     Condition        Report By
 CQ3400  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3400  HISTORY     - 19870416 GOOD
 CQ3400  HISTORY     - 19971018 GOOD             USPSQD
 CQ3400
 CQ3400                          STATION DESCRIPTION
 CQ3400
 CQ3400'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3400'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF MINDEN, AT
 CQ3400'THE MINDEN-WEBSTER AIRPORT NEAR THE SOUTHEAST CORNER OF THE
 CQ3400'AIRPLANE PARKING AREA, BETWEEN THE PARKING AREA AND THE RUNWAY.
 CQ3400'OWNERSHIP--CITY OF MINDEN AND WEBSTER PARISH, FOR ENTRANCE INTO THE
 CQ3400'AIRFIELD CONTACT MR. JOHN BURSON, MINDEN, LA. 71058, TELEPHONE
 CQ3400'318-377-3441.
 CQ3400'
 CQ3400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79 AND 80
 CQ3400'AND PINE STREET AT THE EAST SIDE OF THE COURTHOUSE IN MINDEN, GO
 CQ3400'NORTHERLY ON PINE STREET FOR 2.7 KM (1.7 MI) TO THE JUNCTION WITH
 CQ3400'METHODIST CAMP RD. TURN RIGHT, NORTH,ON METHODIST CAMP RD FOR 0.8
 CQ3400'KM (0.5 MI) TO THE ROAD INTO THE AIRPORT. TURN RIGHT, EAST, FOR 0.2
 CQ3400'KM (0.1 MI) TO THE FRONT ENTRANCE GATE AT THE OFFICE BUILDING, THEN
 CQ3400'EAST THROUGH GATE ACROSS AN AIRPLANE PARKING AREA FOR 0.1 KM (0.05
 CQ3400'MI) TO THE RUNWAY. TURN RIGHT, SOUTH, ON THE RUNWAY FOR 0.1 KM
 CQ3400'(0.05 MI) TO THE STATION ON THE RIGHT.
 CQ3400'
 CQ3400'THE STATION IS A STANDARD NGS DISK
 CQ3400'STAMPED---MINDEN 1986---,
 CQ3400'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3400'30 CM IN DIAMETER PROJECTING 5.1 CM ABOVE GROUND.  LOCATED
 CQ3400'79.6 METERS (261 FT) EAST-SOUTHEAST FROM THE CENTER OF THE MINDEN
 CQ3400'AVIATION INC HANGAR,
 CQ3400'34.1 METERS (112 FT) NORTH FROM THE CENTER OF THE APPROACH INTO A+A
 CQ3400'ENTERPRISES HANGAR,
 CQ3400'20.7 METERS (68 FT) WEST FROM THE CENTER OF THE RUNWAY,
 CQ3400'7.5 METERS (24.5 FT) EAST FROM THE SOUTHEAST CORNER OF AN AIRPLANE
 CQ3400'PARKING AREA AND
 CQ3400'6.4 METERS (21 FT) WEST-NORTHWEST FROM A RUNWAY LIGHT.
 CQ3400'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3400'STAMPED---MINDEN 1986---,
 CQ3400'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3400'
 CQ3400'DESCRIBED BY S.L. CRAIN.
 CQ3400
 CQ3400                          STATION RECOVERY (1987)
 CQ3400
 CQ3400'RECOVERED 1987
 CQ3400'RECOVERED IN GOOD CONDITION.
 CQ3400
 CQ3400                          STATION RECOVERY (1997)
 CQ3400
 CQ3400'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3399 ***********************************************************************
 CQ3399  DESIGNATION -  MINDEN AZ MK
 CQ3399  PID         -  CQ3399
 CQ3399  STATE/COUNTY-  LA/WEBSTER
 CQ3399  USGS QUAD   -  MINDEN NORTH (1981)
 CQ3399
 CQ3399                         *CURRENT SURVEY CONTROL
 CQ3399  ___________________________________________________________________
 CQ3399* NAD 83(1992)-  32 39 08.39835(N)    093 17 46.05227(W)     ADJUSTED  
 CQ3399* NAVD 88     -        79.6    (meters)     261.     (feet)  VERTCON   
 CQ3399  ___________________________________________________________________
 CQ3399  X           -    -309,068.009 (meters)                     COMP
 CQ3399  Y           -  -5,366,528.759 (meters)                     COMP
 CQ3399  Z           -   3,421,587.682 (meters)                     COMP
 CQ3399  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CQ3399  ELLIP HEIGHT-          53.70  (meters)          (01/02/04) GPS OBS
 CQ3399  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3399
 CQ3399  HORZ ORDER  -  THIRD
 CQ3399  ELLP ORDER  -  FOURTH    CLASS II
 CQ3399
 CQ3399.This mark is at Minden Airport (F24)
 CQ3399
 CQ3399.The horizontal coordinates were established by GPS observations
 CQ3399.and adjusted by the National Geodetic Survey in September 1999..
 CQ3399
 CQ3399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3399
 CQ3399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3399
 CQ3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3399
 CQ3399.The ellipsoidal height was determined by GPS observations
 CQ3399.and is referenced to NAD 83.
 CQ3399
 CQ3399.The geoid height was determined by GEOID03.
 CQ3399
 CQ3399;                    North         East     Units Scale Factor Converg.
 CQ3399;SPC LA N     -   238,921.677   925,309.990   MT  0.99999676   -0 25 15.3
 CQ3399;SPC LA N     -   783,862.20  3,035,787.86   sFT  0.99999676   -0 25 15.3
 CQ3399;UTM  15      - 3,612,784.326   472,229.143   MT  0.99960951   -0 09 35.2
 CQ3399
 CQ3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3399!SPC LA N     -   0.99999157  x   0.99999676  =   0.99998833
 CQ3399!UTM  15      -   0.99999157  x   0.99960951  =   0.99960108
 CQ3399
 CQ3399:                Primary Azimuth Mark                     Grid Az
 CQ3399:SPC LA N     -  MINDEN                                   196 41 54.6
 CQ3399:UTM  15      -  MINDEN                                   196 26 14.5
 CQ3399
 CQ3399|---------------------------------------------------------------------|
 CQ3399| PID    Reference Object                     Distance      Geod. Az  |
 CQ3399|                                                           dddmmss.s |
 CQ3399| CQ3400 MINDEN                              APPROX. 1.4 KM 1961639.3 |
 CQ3399|---------------------------------------------------------------------|
 CQ3399
 CQ3399                          SUPERSEDED SURVEY CONTROL
 CQ3399
 CQ3399  NAD 83(1992)-  32 39 08.39899(N)    093 17 46.05155(W) AD(       ) 3
 CQ3399  ELLIP H (01/21/93)   53.76   (m)                       GP(       ) 4 2
 CQ3399  NAD 83(1986)-  32 39 08.41112(N)    093 17 46.04280(W) AD(       ) 3
 CQ3399  NAD 27      -  32 39 07.88963(N)    093 17 45.44461(W) AD(       ) 3
 CQ3399  NGVD 29 (11/20/87)   79.6    (m)          261.     (f) GPS OBS        
 CQ3399
 CQ3399.Superseded values are not recommended for survey control.
 CQ3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3399.See file dsdata.txt to determine how the superseded data were derived.
 CQ3399
 CQ3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7222912784(NAD 83)
 CQ3399_MARKER: DZ = AZIMUTH MARK DISK
 CQ3399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3399_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ3399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3399+STABILITY: SURFACE MOTION
 CQ3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3399+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1987
 CQ3399
 CQ3399  HISTORY     - Date     Condition        Report By
 CQ3399  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3399  HISTORY     - 19870414 GOOD
 CQ3399  HISTORY     - 19971018 GOOD             USPSQD
 CQ3399
 CQ3399                          STATION DESCRIPTION
 CQ3399
 CQ3399'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3399'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF MINDEN, AT
 CQ3399'THE MINDEN-WEBSTER AIRPORT NEAR THE END OF RUNWAY 19.
 CQ3399'OWNERSHIP--CITY OF MINDEN AND WEBSTER PARISH, FOR ENTRANCE INTO THE
 CQ3399'AIRFIELD CONTACT MR. JOHN BURSON, MINDEN, LA. 71058, TELEPHONE
 CQ3399'318-377-3441.
 CQ3399'
 CQ3399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79 AND 80
 CQ3399'AND PINE STREET AT THE EAST SIDE OF THE COURTHOUSE IN MINDEN, GO
 CQ3399'NORTHERLY ON PINE STREET FOR 2.7 KM (1.7 MI) TO THE JUNCTION WITH
 CQ3399'METHODIST CAMP RD. TURN RIGHT, NORTH, ON METHODIST CAMP RD FOR 0.8
 CQ3399'KM (0.5 MI) TO THE ROAD INTO THE AIRPORT. TURN RIGHT, EAST, FOR 0.2
 CQ3399'KM (0.1 MI) TO THER FRONT ENTRANCE GATE AT THE OFFICE BUILDING.
 CQ3399'THEN EAST THROUGH GATE ACROSS AN AIRPLANE PARKING AREA FOR 0.1 KM
 CQ3399'(0.05 MI) TO THE RUNWAY. TURN LEFT, NORTH, ON THE RUNWAY FOR 1.4 KM
 CQ3399'(0.85 MI) TO THE MARK ON THE LEFT NEAR THE END OF RUNWAY 19.
 CQ3399'
 CQ3399'THE STATION IS A STANDARD NGS DISK
 CQ3399'STAMPED---MINDEN 1986---,
 CQ3399'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3399'30 CM IN DIAMETER PROJECTING 5.1 CM ABOVE GROUND.  LOCATED
 CQ3399'42.7 METERS (140 FT) SOUTH-SOUTHWEST FROM THE CENTER END OF RUNWAY
 CQ3399'19,
 CQ3399'41.8 METERS (137 FT) SOUTH FROM A RED DOME LIGHT AT THE END OF
 CQ3399'RUNWAY 19,
 CQ3399'38.7 METERS (127 FT) WEST FROM A VASI LIGHT ON THE EAST SIDE OF
 CQ3399'RUNWAY,
 CQ3399'20.4 METERS (67 FT) NORTH-NORTHWEST FROM A RUNWAY LIGHT AND
 CQ3399'6.7 METERS (22 FT) WEST FROM THE WEST EDGE OF THE RUNWAY.
 CQ3399'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3399'STAMPED---MINDEN 1986---,
 CQ3399'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3399'
 CQ3399'DESCRIBED BY S.L. CRAIN.
 CQ3399
 CQ3399                          STATION RECOVERY (1987)
 CQ3399
 CQ3399'RECOVERED 1987
 CQ3399'RECOVERED IN GOOD CONDITION.
 CQ3399
 CQ3399                          STATION RECOVERY (1997)
 CQ3399
 CQ3399'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3035 ***********************************************************************
 CQ3035  DESIGNATION -  MINDEN COURTHOUSE DOME
 CQ3035  PID         -  CQ3035
 CQ3035  STATE/COUNTY-  LA/WEBSTER
 CQ3035  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3035
 CQ3035                         *CURRENT SURVEY CONTROL
 CQ3035  ___________________________________________________________________
 CQ3035* NAD 83(1992)-  32 36 53.55343(N)    093 17 13.42475(W)     ADJUSTED  
 CQ3035* NAVD 88     -                                                        
 CQ3035  ___________________________________________________________________
 CQ3035  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CQ3035  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3035
 CQ3035  HORZ ORDER  -  THIRD
 CQ3035
 CQ3035.The horizontal coordinates were established by classical geodetic methods
 CQ3035.and adjusted by the National Geodetic Survey in September 1999..
 CQ3035
 CQ3035
 CQ3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3035
 CQ3035.The geoid height was determined by GEOID03.
 CQ3035
 CQ3035;                    North         East     Units Scale Factor Converg.
 CQ3035;SPC LA N     -   234,761.710   926,130.089   MT  0.99998860   -0 24 58.0
 CQ3035;SPC LA N     -   770,214.04  3,038,478.47   sFT  0.99998860   -0 24 58.0
 CQ3035;UTM  15      - 3,608,629.736   473,067.880   MT  0.99960894   -0 09 17.0
 CQ3035
 CQ3035                          SUPERSEDED SURVEY CONTROL
 CQ3035
 CQ3035  NAD 83(1992)-  32 36 53.55312(N)    093 17 13.42368(W) AD(       ) 4
 CQ3035  NAD 83(1986)-  32 36 53.56592(N)    093 17 13.41645(W) AD(       ) 4
 CQ3035  NAD 27      -  32 36 53.03000(N)    093 17 12.81200(W) AD(       ) 3
 CQ3035
 CQ3035.Superseded values are not recommended for survey control.
 CQ3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3035.See file dsdata.txt to determine how the superseded data were derived.
 CQ3035
 CQ3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7306808630(NAD 83)
 CQ3035_MARKER: 87 = DOME
 CQ3035
 CQ3035  HISTORY     - Date     Condition        Report By
 CQ3035  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ3035  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ3035
 CQ3035                          STATION DESCRIPTION
 CQ3035
 CQ3035'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3036 ***********************************************************************
 CQ3036  DESIGNATION -  MINDEN MUNICIPAL TANK
 CQ3036  PID         -  CQ3036
 CQ3036  STATE/COUNTY-  LA/WEBSTER
 CQ3036  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3036
 CQ3036                         *CURRENT SURVEY CONTROL
 CQ3036  ___________________________________________________________________
 CQ3036* NAD 83(1992)-  32 37 02.22333(N)    093 17 03.74103(W)     ADJUSTED  
 CQ3036* NAVD 88     -                                                        
 CQ3036  ___________________________________________________________________
 CQ3036  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 CQ3036  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3036
 CQ3036  HORZ ORDER  -  THIRD
 CQ3036
 CQ3036.The horizontal coordinates were established by classical geodetic methods
 CQ3036.and adjusted by the National Geodetic Survey in September 1999..
 CQ3036
 CQ3036
 CQ3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3036
 CQ3036.The geoid height was determined by GEOID03.
 CQ3036
 CQ3036;                    North         East     Units Scale Factor Converg.
 CQ3036;SPC LA N     -   235,026.945   926,384.480   MT  0.99998911   -0 24 52.9
 CQ3036;SPC LA N     -   771,084.24  3,039,313.08   sFT  0.99998911   -0 24 52.9
 CQ3036;UTM  15      - 3,608,896.028   473,320.963   MT  0.99960878   -0 09 11.8
 CQ3036
 CQ3036                          SUPERSEDED SURVEY CONTROL
 CQ3036
 CQ3036  NAD 83(1992)-  32 37 02.22300(N)    093 17 03.74004(W) AD(       ) 4
 CQ3036  NAD 83(1986)-  32 37 02.23577(N)    093 17 03.73287(W) AD(       ) 4
 CQ3036  NAD 27      -  32 37 01.70100(N)    093 17 03.13300(W) AD(       ) 3
 CQ3036
 CQ3036.Superseded values are not recommended for survey control.
 CQ3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3036.See file dsdata.txt to determine how the superseded data were derived.
 CQ3036
 CQ3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7332108896(NAD 83)
 CQ3036_MARKER: 53 = ELEVATED TANK
 CQ3036
 CQ3036  HISTORY     - Date     Condition        Report By
 CQ3036  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ3036  HISTORY     - 1950     GOOD             CGS
 CQ3036  HISTORY     - 1969     GOOD             CGS
 CQ3036  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ3036  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ3036
 CQ3036                          STATION DESCRIPTION
 CQ3036
 CQ3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3036'THE STATION IS LOCATED ON THE EAST SIDE OF THE TOWN OF MINDEN
 CQ3036'AND IS 75 FEET SOUTH OF U.S. HIGHWAY 79.
 CQ3036'
 CQ3036'IT IS AN ELEVATED TANK SUPPORTED BY A 4-LEGGED STEEL STRUCTURE
 CQ3036'AND THE OVER-ALL HEIGHT IS ABOUT 120 FEET.
 CQ3036'
 CQ3036'THE APEX OF THE TANK WAS OBSERVED.
 CQ3036
 CQ3036                          STATION RECOVERY (1969)
 CQ3036
 CQ3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3036'STATION WAS RECOVERED IN GOOD CONDITION.
 CQ3036
 CQ3036                          STATION RECOVERY (1997)
 CQ3036
 CQ3036'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3036'MARK NOT FOUND.
 CQ3036
 CQ3036                          STATION RECOVERY (2002)
 CQ3036
 CQ3036'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ3036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3041 ***********************************************************************
 CQ3041  DESIGNATION -  MINDEN MUNICIPAL TANK
 CQ3041  PID         -  CQ3041
 CQ3041  STATE/COUNTY-  LA/WEBSTER
 CQ3041  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3041
 CQ3041                         *CURRENT SURVEY CONTROL
 CQ3041  ___________________________________________________________________
 CQ3041* NAD 83(1992)-  32 37 03.16129(N)    093 17 02.68356(W)     ADJUSTED  
 CQ3041* NAVD 88     -                                                        
 CQ3041  ___________________________________________________________________
 CQ3041  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 CQ3041  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3041
 CQ3041  HORZ ORDER  -  THIRD
 CQ3041
 CQ3041.The horizontal coordinates were established by classical geodetic methods
 CQ3041.and adjusted by the National Geodetic Survey in January 1993..
 CQ3041
 CQ3041
 CQ3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3041
 CQ3041.The geoid height was determined by GEOID03.
 CQ3041
 CQ3041;                    North         East     Units Scale Factor Converg.
 CQ3041;SPC LA N     -   235,055.639   926,412.257   MT  0.99998917   -0 24 52.4
 CQ3041;SPC LA N     -   771,178.38  3,039,404.21   sFT  0.99998917   -0 24 52.4
 CQ3041;UTM  15      - 3,608,924.836   473,348.598   MT  0.99960876   -0 09 11.3
 CQ3041
 CQ3041                          SUPERSEDED SURVEY CONTROL
 CQ3041
 CQ3041  NAD 83(1986)-  32 37 03.17399(N)    093 17 02.67607(W) AD(       ) 4
 CQ3041  NAD 27      -  32 37 02.63383(N)    093 17 02.07293(W) AD(       ) 3
 CQ3041
 CQ3041.Superseded values are not recommended for survey control.
 CQ3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3041.See file dsdata.txt to determine how the superseded data were derived.
 CQ3041
 CQ3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7334908925(NAD 83)
 CQ3041_MARKER: 51 = TANK
 CQ3041
 CQ3041  HISTORY     - Date     Condition        Report By
 CQ3041  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3041  HISTORY     - 20021215 GOOD             USPSQD
 CQ3041
 CQ3041                          STATION DESCRIPTION
 CQ3041
 CQ3041'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2837 ***********************************************************************
 BH2837  DESIGNATION -  MINK
 BH2837  PID         -  BH2837
 BH2837  STATE/COUNTY-  LA/ORLEANS
 BH2837  USGS QUAD   -  LITTLE WOODS (1994)
 BH2837
 BH2837                         *CURRENT SURVEY CONTROL
 BH2837  ___________________________________________________________________
 BH2837* NAD 83(1992)-  30 06 30.77055(N)    089 53 39.36353(W)     ADJUSTED  
 BH2837* NAVD 88     -         8.   **(meters)      26.   **(feet)  SCALED    
 BH2837  **This station is located in a subsidence area (see below).
 BH2837  ___________________________________________________________________
 BH2837  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BH2837  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BH2837  DYNAMIC HT  -           8.3   (meters)      27.    (feet)  COMP
 BH2837  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 BH2837
 BH2837  HORZ ORDER  -  FIRST
 BH2837  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH2837
 BH2837.The horizontal coordinates were established by classical geodetic methods
 BH2837.and adjusted by the National Geodetic Survey in May 1994..
 BH2837
 BH2837 ** The orthometric height has not been validated since last determined
 BH2837 ** by differential leveling and should not be used for control purposes.
 BH2837 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2837 ** area with valid NAVD 88 orthometric heights.
 BH2837 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2837 ** epoch indicated which incorporates improved geoid heights for the
 BH2837 ** Southern Louisiana Subsidence area.
 BH2837 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2837.The orthometric height was scaled from a topographic map.
 BH2837.The vertical order pertains to the NGVD 29 superseded value.
 BH2837
 BH2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2837
 BH2837.The geoid height was determined by GEOID03.
 BH2837
 BH2837.The dynamic height is computed by dividing the NAVD 88
 BH2837.geopotential number by the normal gravity value computed on the
 BH2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2837.degrees latitude (g = 980.6199 gals.).
 BH2837
 BH2837.The modeled gravity was interpolated from observed gravity values.
 BH2837
 BH2837;                    North         East     Units Scale Factor Converg.
 BH2837;SPC LA S     -   179,169.219 1,138,685.035   MT  0.99992750   +0 43 10.4
 BH2837;SPC LA S     -   587,824.35  3,735,835.82   sFT  0.99992750   +0 43 10.4
 BH2837;UTM  16      - 3,334,348.958   221,099.533   MT  1.00055979   -1 27 10.1
 BH2837
 BH2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2837!SPC LA S     -   1.00000284  x   0.99992750  =   0.99993034
 BH2837!UTM  16      -   1.00000284  x   1.00055979  =   1.00056264
 BH2837
 BH2837:                Primary Azimuth Mark                     Grid Az
 BH2837:SPC LA S     -  VENETIAN ISLES WATER TANK                117 42 56.1
 BH2837:UTM  16      -  VENETIAN ISLES WATER TANK                119 53 16.6
 BH2837
 BH2837|---------------------------------------------------------------------|
 BH2837| PID    Reference Object                     Distance      Geod. Az  |
 BH2837|                                                           dddmmss.s |
 BH2837| BH2813 VENETIAN ISLES WATER TANK           APPROX. 9.1 KM 1182606.5 |
 BH2837| BH3197 MINK RM 1                           141.516 METERS 12746     |
 BH2837| BH2838 MICHOUD N O WATER BD TANK           APPROX. 7.2 KM 1803509.7 |
 BH2837| BH2831 MICHOUD RAD STA KKS 460 MAST        APPROX.11.9 KM 1995755.8 |
 BH2837| BH2839 WALKWAY                             APPROX. 2.3 KM 2173448.9 |
 BH2837| BH3198 MINK RM 2                           133.094 METERS 30746     |
 BH2837|---------------------------------------------------------------------|
 BH2837
 BH2837                          SUPERSEDED SURVEY CONTROL
 BH2837
 BH2837  NAD 83(1992)-  30 06 30.77056(N)    089 53 39.36348(W) AD(       ) 1
 BH2837  NAD 83(1986)-  30 06 30.78500(N)    089 53 39.35925(W) AD(       ) 1
 BH2837  NAD 27      -  30 06 30.07077(N)    089 53 39.12221(W) AD(       ) 1
 BH2837  NGVD 29 (05/21/91)    8.365  (m)           27.44   (f) ADJUSTED    1 2
 BH2837
 BH2837.Superseded values are not recommended for survey control.
 BH2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2837.See file dsdata.txt to determine how the superseded data were derived.
 BH2837
 BH2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2110034349(NAD 83)
 BH2837_MARKER: DD = SURVEY DISK
 BH2837_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH2837_SP_SET: SIDEWALK
 BH2837_STAMPING: MINK 1972
 BH2837_MARK LOGO: LADH  
 BH2837_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2837+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1990
 BH2837
 BH2837  HISTORY     - Date     Condition        Report By
 BH2837  HISTORY     - 1972     MONUMENTED       LADH
 BH2837  HISTORY     - 1972     GOOD             LADH
 BH2837  HISTORY     - 19890628 GOOD             LADTD
 BH2837  HISTORY     - 19901127 GOOD             NGS
 BH2837
 BH2837                          STATION DESCRIPTION
 BH2837
 BH2837'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BH2837'THE STATION IS LOCATED 12 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, 14
 BH2837'MILES SOUTHWEST OF SLIDELL AND IN THE SOUTHEAST QUARTER OF SECTION
 BH2837'10, T11S, R13E AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BH2837'OF HIGHWAYS.
 BH2837'
 BH2837'TO REACH THE STATION FROM THE SOUTH END OF THE I-10 PONTCHARTRAIN
 BH2837'TWIN BRIDGE, DRIVE SOUTHWEST ALONG I-10 FOR 3.5 MILES TO AN OVERPASS
 BH2837'AND INTERCHANGE, TURN RIGHT ON THE OFF RAMP AND GO TO THE TOP OF
 BH2837'THE OVERPASS.  THE STATION IS SET ON THE RIGHT AND SOUTH OF THE
 BH2837'ROADWAY IN THE DECK OF THE WALKWAY.  (THIS OVERPASS IS IN THE NEW
 BH2837'ORLEANS EAST DEVELOPMENT AREA).
 BH2837'
 BH2837'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG I-10 FOR
 BH2837'1.4 MILES TO AN OVERPASS AND INTERCHANGE.  THE MARK IS SET IN THE
 BH2837'CENTER OF THE OVERPASS IN THE WALKWAY.
 BH2837'
 BH2837'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2837'U.S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 BH2837'CONCRETE DECK OF THE OVERPASS FLUSH WITH THE SURFACE.  IT IS
 BH2837'STAMPED MINK 1972.  IT IS 464 FEET WEST OF THE EAST ABUTMENT OF THE
 BH2837'OVERPASS, 436 FEET EAST OF THE ABUTMENT OF THE OVERPASS, 19 FEET
 BH2837'SOUTH OF THE CENTER OF THE OVERPASS ROADWAY, 3 FEET SOUTH OF A
 BH2837'CONCRETE RAIL AND 2 FEET EAST OF A METAL RAIL.
 BH2837'
 BH2837'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2837'U.S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 BH2837'CONCRETE DECK OF THE OVERPASS FLUSH WITH THE SURFACE.  IT IS
 BH2837'STAMPED MINK R.M. 1 1972.  IT IS 19 FEET SOUTH OF THE CENTER OF THE
 BH2837'OVERPASS ROADWAY, 3 FEET SOUTH OF A CONCRETE RAIL AND 2 FEET EAST
 BH2837'OF A METAL RAIL.
 BH2837'
 BH2837'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2837'U.S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 BH2837'CONCRETE DECK OF THE OVERPASS FLUSH WITH THE SURFACE.  IT IS
 BH2837'STAMPED MINK R.M.2 1972.  IT IS 19 FEET SOUTH OF THE CENTER OF THE
 BH2837'OVERPASS ROADWAY, 3 FEET SOUTH OF A CONCRETE RAIL AND 2 FEET EAST
 BH2837'OF A METAL RAIL.
 BH2837'
 BH2837'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BH2837'SET IN A DRILL HOLE IN THE CONCRETE DECK OF THE OVERPASS FLUSH WITH
 BH2837'THE SURFACE.  IT IS STAMPED WALKWAY 1972.  IT IS 19 FEET SOUTH OF
 BH2837'THE CENTER OF THE OVERPASS ROADWAY, 2.5 FEET SOUTH OF A CONCRETE
 BH2837'RAIL, AND 2.5 FEET EAST OF A METAL RAIL.
 BH2837'
 BH2837'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BH2837
 BH2837                          STATION RECOVERY (1972)
 BH2837
 BH2837'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1972
 BH2837'RECOVERED IN GOOD CONDITION.
 BH2837
 BH2837                          STATION RECOVERY (1989)
 BH2837
 BH2837'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BH2837'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF DOWNTOWN
 BH2837'NEW ORLEANS AND 22.5 KM (14.00 MI) SOUTHWEST OF SLIDELL,IN THE
 BH2837'SOUTHEAST QUARTER OF SECTION 10, T 11 S, R 13 E.  OWNERSHIP--LOUISIANA
 BH2837'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH2837'TO REACH THE STATION FROM THE SOUTH END OF THE TWIN BRIDGES FOR
 BH2837'INTERSTATE HIGHWAY 10 OVER LAKE PONTCHARTRAIN, GO SOUTHWEST FOR 5.6 KM
 BH2837'(3.50 MI) ON INTERSTATE 10 TO AN EXIT RAMP ON THE RIGHT JUST NORTH OF
 BH2837'AN OVERPASS.  TURN RIGHT ONTO THE EXIT RAMP AND GO TO THE TOP OF THE
 BH2837'OVERPASS AND THE STATION SET IN A DRILL HOLE IN THE OVERPASS OVER THE
 BH2837'CENTER OF THE INTERSTATE MEDIAN.
 BH2837'THE STATION IS 5.8 M (19.0 FT) SOUTH FROM THE CENTER OF THE OVERPASS
 BH2837'ROADWAY, 0.9 M (3.0 FT) SOUTH FROM A CONCRETE RAIL AND 0.6 M (2.0 FT)
 BH2837'EAST FROM A METAL RAIL.  THE MARK IS FLUSH WITH THE OVERPASS ROADWAY.
 BH2837
 BH2837                          STATION RECOVERY (1990)
 BH2837
 BH2837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH2837'7.0 KM (4.3 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 10 FROM THE
 BH2837'JUNCTION OF STATE HIGHWAY 47 IN NEW ORLEANS, NEAR THE CENTER OF THE
 BH2837'EAST CONCRETE WALKWAY OF AN ABANDONED OVERPASS, 5.8 M (19.0 FT)
 BH2837'SOUTHWEST OF THE CENTER OF THE ABANDONED ROAD, 5.2 M (17.1 FT)
 BH2837'SOUTHEAST OF THE SOUTHEAST EDGE OF THE WESTBOUND LANES OF THE
 BH2837'HIGHWAY, AND 0.8 M (2.6 FT) NORTHEAST OF THE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6344 ***********************************************************************
 AH6344  DESIGNATION -  MINNOW
 AH6344  PID         -  AH6344
 AH6344  STATE/COUNTY-  LA/TERREBONNE
 AH6344  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6344
 AH6344                         *CURRENT SURVEY CONTROL
 AH6344  ___________________________________________________________________
 AH6344* NAD 83(1992)-  29 18 26.74038(N)    090 38 52.58926(W)     ADJUSTED  
 AH6344* NAVD 88     -         0.5  **(meters)       2.   **(feet)  GPS OBS   
 AH6344  **This station is located in a subsidence area (see below).
 AH6344  ___________________________________________________________________
 AH6344  X           -     -62,945.407 (meters)                     COMP
 AH6344  Y           -  -5,565,861.519 (meters)                     COMP
 AH6344  Z           -   3,103,647.371 (meters)                     COMP
 AH6344  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AH6344  ELLIP HEIGHT-         -24.20  (meters)          (02/21/02) GPS OBS
 AH6344  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AH6344
 AH6344  HORZ ORDER  -  FIRST
 AH6344  ELLP ORDER  -  FIFTH     CLASS I
 AH6344
 AH6344.The horizontal coordinates were established by GPS observations
 AH6344.and adjusted by the National Geodetic Survey in December 1998..
 AH6344
 AH6344 ** The orthometric height has not been validated since last determined
 AH6344 ** by differential leveling and should not be used for control purposes.
 AH6344 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6344 ** area with valid NAVD 88 orthometric heights.
 AH6344 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6344 ** epoch indicated which incorporates improved geoid heights for the
 AH6344 ** Southern Louisiana Subsidence area.
 AH6344 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6344.The orthometric height was determined by GPS observations and a
 AH6344.high-resolution geoid model.
 AH6344
 AH6344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6344
 AH6344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6344
 AH6344.The ellipsoidal height was determined by GPS observations
 AH6344.and is referenced to NAD 83.
 AH6344
 AH6344.The geoid height was determined by GEOID03.
 AH6344
 AH6344;                    North         East     Units Scale Factor Converg.
 AH6344;SPC LA S     -    89,700.095 1,066,584.764   MT  0.99999844   +0 20 33.7
 AH6344;SPC LA S     -   294,291.06  3,499,286.85   sFT  0.99999844   +0 20 33.7
 AH6344;UTM  15      - 3,244,342.800   728,442.838   MT  1.00024399   +1 09 06.6
 AH6344
 AH6344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6344!SPC LA S     -   1.00000380  x   0.99999844  =   1.00000224
 AH6344!UTM  15      -   1.00000380  x   1.00024399  =   1.00024779
 AH6344
 AH6344                          SUPERSEDED SURVEY CONTROL
 AH6344
 AH6344  ELLIP H (12/17/98)  -24.20   (m)                       GP(       ) 4 2
 AH6344
 AH6344.Superseded values are not recommended for survey control.
 AH6344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6344.See file dsdata.txt to determine how the superseded data were derived.
 AH6344
 AH6344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2844344343(NAD 83)
 AH6344_MARKER: I = METAL ROD
 AH6344_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6344_STAMPING: MINNOW
 AH6344_MARK LOGO: LA-109
 AH6344_PROJECTION: RECESSED 10 CENTIMETERS
 AH6344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6344+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6344_ROD/PIPE-DEPTH: 18.3 meters
 AH6344_SLEEVE-DEPTH  :  0.9 meters
 AH6344
 AH6344  HISTORY     - Date     Condition        Report By
 AH6344  HISTORY     - 1995     MONUMENTED       MPHI
 AH6344
 AH6344                          STATION DESCRIPTION
 AH6344
 AH6344'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6344'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6344'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6344'56 FOR 21.0 MI (33.8 KM) AND THE STATION IS ON THE LEFT.  THE STATION
 AH6344'IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 29.4
 AH6344'FT (9.0 M) EAST FROM THE CENTERLINE OF HWY 56, 156.7 FT (47.8 M) SOUTH
 AH6344'FROM THE PROJECTED CENTERLINE OF HWY 57, 61.7 FT (18.8 M) SOUTHWEST
 AH6344'FROM THE CENTERLINE OF CECIL LAPEYROUSE SIGN, AND 141.0 FT (43.0 M)
 AH6344'NORTHEAST FROM THE CENTERLINE OF MINNOW STREET AT THE EDGE OF HWY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3319 ***********************************************************************
 CQ3319  DESIGNATION -  MIRA FIRE TOWER KKA 420 LFC
 CQ3319  PID         -  CQ3319
 CQ3319  STATE/COUNTY-  LA/CADDO
 CQ3319  USGS QUAD   -  VIVIAN NORTH (1971)
 CQ3319
 CQ3319                         *CURRENT SURVEY CONTROL
 CQ3319  ___________________________________________________________________
 CQ3319* NAD 83(1992)-  32 55 47.46235(N)    093 54 23.76447(W)     ADJUSTED  
 CQ3319* NAVD 88     -                                                        
 CQ3319  ___________________________________________________________________
 CQ3319  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CQ3319  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CQ3319
 CQ3319  HORZ ORDER  -  THIRD
 CQ3319
 CQ3319.The horizontal coordinates were established by classical geodetic methods
 CQ3319.and adjusted by the National Geodetic Survey in September 1999..
 CQ3319
 CQ3319
 CQ3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3319
 CQ3319.The geoid height was determined by GEOID03.
 CQ3319
 CQ3319;                    North         East     Units Scale Factor Converg.
 CQ3319;SPC LA N     -   270,279.044   868,439.073   MT  1.00007061   -0 44 37.2
 CQ3319;SPC LA N     -   886,740.50  2,849,203.86   sFT  1.00007061   -0 44 37.2
 CQ3319;SPC AR S     -   430,852.384   221,673.126   MT  1.00010264   -1 04 01.6
 CQ3319;SPC AR S     - 1,413,554.86    727,272.58   sFT  1.00010264   -1 04 01.6
 CQ3319;SPC TXNC     - 2,149,463.503 1,029,416.642   MT  0.99987487   +2 30 18.8
 CQ3319;SPC TXNC     - 7,052,031.51  3,377,344.43   sFT  0.99987487   +2 30 18.8
 CQ3319;UTM  15      - 3,643,874.779   415,240.675   MT  0.99968858   -0 29 34.3
 CQ3319
 CQ3319                          SUPERSEDED SURVEY CONTROL
 CQ3319
 CQ3319  NAD 83(1992)-  32 55 47.46578(N)    093 54 23.75760(W) AD(       ) 4
 CQ3319  NAD 83(1992)-  32 55 47.46918(N)    093 54 23.75352(W) AD(       ) 4
 CQ3319  NAD 83(1986)-  32 55 47.47188(N)    093 54 23.75299(W) AD(       ) 4
 CQ3319  NAD 27      -  32 55 46.98100(N)    093 54 23.10500(W) AD(       ) 3
 CQ3319
 CQ3319.Superseded values are not recommended for survey control.
 CQ3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3319.See file dsdata.txt to determine how the superseded data were derived.
 CQ3319
 CQ3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1524143875(NAD 83)
 CQ3319_MARKER: 57 = LOOKOUT TOWER
 CQ3319
 CQ3319  HISTORY     - Date     Condition        Report By
 CQ3319  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3319  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ3319  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ3319
 CQ3319                          STATION DESCRIPTION
 CQ3319
 CQ3319'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3319'THE STATION IS LOCATED ON THE TOP OF A HIGH WOODED HILL ABOUT
 CQ3319'1.5 MILES WEST OF MIRA.
 CQ3319'
 CQ3319'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A GLASS
 CQ3319'ENCLOSED CABIN.
 CQ3319'
 CQ3319'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE GLASS
 CQ3319'ENCLOSED CABIN.
 CQ3319'
 CQ3319'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CQ3319'NO. 71 AND THE MYRTIS ROAD IN MIRA, GO WEST ON THE MYRTIS
 CQ3319'ROAD FOR 0.95 MILE TO A SIDE ROAD LEFT JUST AFTER PASSING
 CQ3319'A WHITE HOUSE ON THE LEFT, TURN LEFT AND FOLLOW FARM ROAD
 CQ3319'SOUTHERLY FOR 0.3 MILE TO A FARM HOUSE ON THE RIGHT, CONTINUE
 CQ3319'SOUTH AND EAST ON TRACK ROAD FOR 0.4 MILE TO A WIRE GATE
 CQ3319'ABOUT 0.2 MILE EAST OF FIRE TOWER, HERE TURN RIGHT AND GO
 CQ3319'WESTERLY ACROSS A SANDY RIDGE FOR 0.2 MILE AND THE STATION
 CQ3319'AS DESCRIBED.
 CQ3319
 CQ3319                          STATION RECOVERY (1999)
 CQ3319
 CQ3319'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3319'MARK NOT FOUND.
 CQ3319
 CQ3319                          STATION RECOVERY (2000)
 CQ3319
 CQ3319'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ3319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3065 ***********************************************************************
 AU3065  DESIGNATION -  MISALE 1934
 AU3065  PID         -  AU3065
 AU3065  STATE/COUNTY-  LA/TERREBONNE
 AU3065  USGS QUAD   -  DOG LAKE (1994)
 AU3065
 AU3065                         *CURRENT SURVEY CONTROL
 AU3065  ___________________________________________________________________
 AU3065* NAD 83(1992)-  29 09 19.94865(N)    090 45 21.25374(W)     ADJUSTED  
 AU3065* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3065  ___________________________________________________________________
 AU3065  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AU3065  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AU3065
 AU3065  HORZ ORDER  -  THIRD
 AU3065
 AU3065.The horizontal coordinates were established by classical geodetic methods
 AU3065.and adjusted by the National Geodetic Survey in January 1993..
 AU3065
 AU3065.The orthometric height was scaled from a topographic map.
 AU3065
 AU3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3065
 AU3065.The geoid height was determined by GEOID03.
 AU3065
 AU3065;                    North         East     Units Scale Factor Converg.
 AU3065;SPC LA S     -    72,807.206 1,056,181.320   MT  1.00003372   +0 17 19.4
 AU3065;SPC LA S     -   238,868.31  3,465,154.88   sFT  1.00003372   +0 17 19.4
 AU3065;UTM  15      - 3,227,301.647   718,276.320   MT  1.00018796   +1 05 37.4
 AU3065
 AU3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3065!SPC LA S     -   1.00000382  x   1.00003372  =   1.00003754
 AU3065!UTM  15      -   1.00000382  x   1.00018796  =   1.00019178
 AU3065
 AU3065                          SUPERSEDED SURVEY CONTROL
 AU3065
 AU3065  NAD 83(1986)-  29 09 19.96964(N)    090 45 21.26705(W) AD(       ) 3
 AU3065  NAD 27      -  29 09 19.14000(N)    090 45 20.95000(W) AD(       ) 3
 AU3065
 AU3065.Superseded values are not recommended for survey control.
 AU3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3065.See file dsdata.txt to determine how the superseded data were derived.
 AU3065
 AU3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1827627302(NAD 83)
 AU3065_MARKER: DS = TRIANGULATION STATION DISK
 AU3065_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3065_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3065
 AU3065  HISTORY     - Date     Condition        Report By
 AU3065  HISTORY     - 1934     MONUMENTED       CGS
 AU3065  HISTORY     - 1953     MARK NOT FOUND   CGS
 AU3065
 AU3065                          STATION DESCRIPTION
 AU3065
 AU3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3065'STATION IS ABOUT 4-1/2 MILES N OF LAKE PELTO, ON THE W BANK OF
 AU3065'BAYOU LITTLE SALE AT ITS JUNCTION WITH BAYOU DE MILE, ON THE
 AU3065'POINT FORMED BY A SHARP U BEND IN BAYOU LITTLE SALE, 28 METERS
 AU3065'(90 FEET) N OF THE S SIDE OF THE POINT IN SOFT MARSH.
 AU3065'
 AU3065'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3065'IN THE TOP OF A TILE.
 AU3065'
 AU3065'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT CENTER
 AU3065'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU3065'INTO THE MARSH, IS 20.1 METERS (66 FEET) FROM THE STATION
 AU3065'S 75 DEG W.
 AU3065'
 AU3065'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT CENTER OF A
 AU3065'MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PIPE DRIVEN
 AU3065'INTO THE MARSH, IS 27.7 METERS (91 FEET) FROM THE STATION
 AU3065'N 28 DEG W.
 AU3065
 AU3065                          STATION RECOVERY (1953)
 AU3065
 AU3065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3065'STATION AND REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.
 AU3065'INFORMATION FROM A LOCAL SURVEYOR STATES THAT THE STATION WAS
 AU3065'SOME 75 FT. OUT IN THE WATER SEVERAL MONTHS AGO.  IT WAS
 AU3065'PROBABLY DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0772 ***********************************************************************
 AV0772  DESIGNATION -  MISERE
 AV0772  PID         -  AV0772
 AV0772  STATE/COUNTY-  LA/CAMERON
 AV0772  USGS QUAD   -  LAKE MISERE (1980)
 AV0772
 AV0772                         *CURRENT SURVEY CONTROL
 AV0772  ___________________________________________________________________
 AV0772* NAD 83(1992)-  29 53 58.29409(N)    092 54 48.15903(W)     ADJUSTED  
 AV0772* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0772  **This station is located in a subsidence area (see below).
 AV0772  ___________________________________________________________________
 AV0772  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0772  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AV0772
 AV0772  HORZ ORDER  -  THIRD
 AV0772
 AV0772.The horizontal coordinates were established by classical geodetic methods
 AV0772.and adjusted by the National Geodetic Survey in January 1993..
 AV0772
 AV0772 ** The orthometric height has not been validated since last determined
 AV0772 ** by differential leveling and should not be used for control purposes.
 AV0772 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0772 ** area with valid NAVD 88 orthometric heights.
 AV0772 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0772 ** epoch indicated which incorporates improved geoid heights for the
 AV0772 ** Southern Louisiana Subsidence area.
 AV0772 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0772.The orthometric height was scaled from a topographic map.
 AV0772
 AV0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0772
 AV0772.The geoid height was determined by GEOID03.
 AV0772
 AV0772;                    North         East     Units Scale Factor Converg.
 AV0772;SPC LA S     -   156,181.582   847,410.006   MT  0.99992730   -0 47 24.2
 AV0772;SPC LA S     -   512,405.74  2,780,210.99   sFT  0.99992730   -0 47 24.2
 AV0772;UTM  15      - 3,307,655.271   508,362.944   MT  0.99960086   +0 02 35.4
 AV0772
 AV0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0772!SPC LA S     -   1.00000420  x   0.99992730  =   0.99993150
 AV0772!UTM  15      -   1.00000420  x   0.99960086  =   0.99960506
 AV0772
 AV0772:                Primary Azimuth Mark                     Grid Az
 AV0772:SPC LA S     -  CADY                                     026 08 46.0
 AV0772:UTM  15      -  CADY                                     025 18 46.4
 AV0772
 AV0772|---------------------------------------------------------------------|
 AV0772| PID    Reference Object                     Distance      Geod. Az  |
 AV0772|                                                           dddmmss.s |
 AV0772| AV0768 CADY                                APPROX. 5.8 KM 0252121.8 |
 AV0772| CW1029 MISERE RM                            53.127 METERS 06721     |
 AV0772|---------------------------------------------------------------------|
 AV0772
 AV0772                          SUPERSEDED SURVEY CONTROL
 AV0772
 AV0772  NAD 83(1986)-  29 53 58.31781(N)    092 54 48.14515(W) AD(       ) 3
 AV0772  NAD 27      -  29 53 57.56000(N)    092 54 47.58000(W) AD(       ) 3
 AV0772
 AV0772.Superseded values are not recommended for survey control.
 AV0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0772.See file dsdata.txt to determine how the superseded data were derived.
 AV0772
 AV0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0836307655(NAD 83)
 AV0772_MARKER: DD = SURVEY DISK
 AV0772_SETTING: 0 = UNSPECIFIED SETTING
 AV0772
 AV0772  HISTORY     - Date     Condition        Report By
 AV0772  HISTORY     - 1933     MONUMENTED       USGS
 AV0772  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0772  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AV0772
 AV0772                          STATION DESCRIPTION
 AV0772
 AV0772'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0772'ON THE S SHORE OF THE SECOND BAY IN MISERE LAKE FROM THE
 AV0772'NARROWS (WHICH JOINS MISERE LAKE AND LITTLE MISERE LAKE).
 AV0772'IT IS 174 FEET W FROM A LONE PINE TREE ON THE E SIDE OF
 AV0772'A CUT FOR HOUSE BOAT LANDING, 30 FEET E OF THIS CUT AND
 AV0772'50 FEET S FROM SHORE OF LAKE, OPPOSITE A TRAIL W THROUGH
 AV0772'THE MARSH.
 AV0772'
 AV0772'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0772'MISERE 1933.
 AV0772'
 AV0772'REFERENCE MARK IS 174.3 FEET E FROM STATION MARK ON S SIDE
 AV0772'OF LONE PINE TREE.  A CONCRETE POST WITH STANDARD REFERENCE
 AV0772'TABLET.
 AV0772'
 AV0772'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0772'ELEVATION 30 FEET.
 AV0772
 AV0772                          STATION RECOVERY (1947)
 AV0772
 AV0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0772'STATION AND REFERENCE MARK SEARCHED FOR BUT NOT RECOVERED.
 AV0772'A THOROUGH SEARCH WAS MADE IN THE VICINITY OF THE STATION
 AV0772'BUT IT WAS NOT FOUND.  TEN FOOT MARSH GRASS COVERS THE AREA.
 AV0772
 AV0772                          STATION RECOVERY (1966)
 AV0772
 AV0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0772'THE STATION WAS SEARCHED FOR 3/31/66.  FROM THE DATA IN
 AV0772'THE ORIGINAL DESCRIPTION PUT THE LOCATION OF THE STATION
 AV0772'OUT IN THE WATER.  IT IS EVIDENT THAT THE MARK HAS BEEN
 AV0772'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1257 ***********************************************************************
 AT1257  DESIGNATION -  MISS RIV GULF LT 103 SE COR
 AT1257  PID         -  AT1257
 AT1257  STATE/COUNTY-  LA/ST BERNARD
 AT1257  USGS QUAD   -  LENA LAGOON (1993)
 AT1257
 AT1257                         *CURRENT SURVEY CONTROL
 AT1257  ___________________________________________________________________
 AT1257* NAD 83(1992)-  29 50 24.20041(N)    089 37 26.63906(W)     ADJUSTED  
 AT1257* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AT1257  **This station is located in a subsidence area (see below).
 AT1257  ___________________________________________________________________
 AT1257  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1257  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AT1257
 AT1257  HORZ ORDER  -  SECOND
 AT1257
 AT1257.The horizontal coordinates were established by classical geodetic methods
 AT1257.and adjusted by the National Geodetic Survey in May 1994..
 AT1257
 AT1257 ** The orthometric height has not been validated since last determined
 AT1257 ** by differential leveling and should not be used for control purposes.
 AT1257 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1257 ** area with valid NAVD 88 orthometric heights.
 AT1257 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1257 ** epoch indicated which incorporates improved geoid heights for the
 AT1257 ** Southern Louisiana Subsidence area.
 AT1257 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1257.The orthometric height was scaled from a topographic map.
 AT1257
 AT1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1257
 AT1257.The geoid height was determined by GEOID03.
 AT1257
 AT1257;                    North         East     Units Scale Factor Converg.
 AT1257;SPC LA S     -   149,769.584 1,165,166.888   MT  0.99992966   +0 51 16.8
 AT1257;SPC LA S     -   491,369.04  3,822,718.37   sFT  0.99992966   +0 51 16.8
 AT1257;UTM  16      - 3,303,952.560   246,464.938   MT  1.00039317   -1 18 23.0
 AT1257
 AT1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1257!SPC LA S     -   1.00000358  x   0.99992966  =   0.99993324
 AT1257!UTM  16      -   1.00000358  x   1.00039317  =   1.00039676
 AT1257
 AT1257                          SUPERSEDED SURVEY CONTROL
 AT1257
 AT1257  NAD 83(1992)-  29 50 24.20463(N)    089 37 26.63492(W) AD(       ) 2
 AT1257  NAD 83(1986)-  29 50 24.21168(N)    089 37 26.63794(W) AD(       ) 2
 AT1257  NAD 27      -  29 50 23.47262(N)    089 37 26.43624(W) AD(       ) 2
 AT1257
 AT1257.Superseded values are not recommended for survey control.
 AT1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1257.See file dsdata.txt to determine how the superseded data were derived.
 AT1257
 AT1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4646503953(NAD 83)
 AT1257_MARKER: 14 = NAVIGATION LIGHT
 AT1257
 AT1257  HISTORY     - Date     Condition        Report By
 AT1257  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1257
 AT1257                          STATION DESCRIPTION
 AT1257
 AT1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT1257'SEE STATION MUCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1258 ***********************************************************************
 AT1258  DESIGNATION -  MISS RIV GULF LT 103 NW COR
 AT1258  PID         -  AT1258
 AT1258  STATE/COUNTY-  LA/ST BERNARD
 AT1258  USGS QUAD   -  LENA LAGOON (1993)
 AT1258
 AT1258                         *CURRENT SURVEY CONTROL
 AT1258  ___________________________________________________________________
 AT1258* NAD 83(1992)-  29 50 24.35980(N)    089 37 26.66436(W)     ADJUSTED  
 AT1258* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AT1258  **This station is located in a subsidence area (see below).
 AT1258  ___________________________________________________________________
 AT1258  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1258  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AT1258
 AT1258  HORZ ORDER  -  SECOND
 AT1258
 AT1258.The horizontal coordinates were established by classical geodetic methods
 AT1258.and adjusted by the National Geodetic Survey in May 1994..
 AT1258
 AT1258 ** The orthometric height has not been validated since last determined
 AT1258 ** by differential leveling and should not be used for control purposes.
 AT1258 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1258 ** area with valid NAVD 88 orthometric heights.
 AT1258 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1258 ** epoch indicated which incorporates improved geoid heights for the
 AT1258 ** Southern Louisiana Subsidence area.
 AT1258 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1258.The orthometric height was scaled from a topographic map.
 AT1258
 AT1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1258
 AT1258.The geoid height was determined by GEOID03.
 AT1258
 AT1258;                    North         East     Units Scale Factor Converg.
 AT1258;SPC LA S     -   149,774.481 1,165,166.135   MT  0.99992966   +0 51 16.7
 AT1258;SPC LA S     -   491,385.11  3,822,715.89   sFT  0.99992966   +0 51 16.7
 AT1258;UTM  16      - 3,303,957.484   246,464.370   MT  1.00039317   -1 18 23.0
 AT1258
 AT1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1258!SPC LA S     -   1.00000358  x   0.99992966  =   0.99993324
 AT1258!UTM  16      -   1.00000358  x   1.00039317  =   1.00039676
 AT1258
 AT1258                          SUPERSEDED SURVEY CONTROL
 AT1258
 AT1258  NAD 83(1992)-  29 50 24.36402(N)    089 37 26.66023(W) AD(       ) 2
 AT1258  NAD 83(1986)-  29 50 24.37107(N)    089 37 26.66324(W) AD(       ) 2
 AT1258  NAD 27      -  29 50 23.63202(N)    089 37 26.46153(W) AD(       ) 2
 AT1258
 AT1258.Superseded values are not recommended for survey control.
 AT1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1258.See file dsdata.txt to determine how the superseded data were derived.
 AT1258
 AT1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4646403957(NAD 83)
 AT1258_MARKER: 14 = NAVIGATION LIGHT
 AT1258
 AT1258  HISTORY     - Date     Condition        Report By
 AT1258  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1258
 AT1258                          STATION DESCRIPTION
 AT1258
 AT1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT1258'SEE STATION MUCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0971 ***********************************************************************
 AT0971  DESIGNATION -  MISS RIV GULF OUTLET LT 90
 AT0971  PID         -  AT0971
 AT0971  STATE/COUNTY-  LA/ST BERNARD
 AT0971  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0971
 AT0971                         *CURRENT SURVEY CONTROL
 AT0971  ___________________________________________________________________
 AT0971* NAD 83(1992)-  29 42 23.56973(N)    089 25 37.55305(W)     ADJUSTED  
 AT0971* NAVD 88     -                                                        
 AT0971  ___________________________________________________________________
 AT0971  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AT0971  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AT0971
 AT0971  HORZ ORDER  -  THIRD
 AT0971
 AT0971.The horizontal coordinates were established by classical geodetic methods
 AT0971.and adjusted by the National Geodetic Survey in May 1994..
 AT0971
 AT0971
 AT0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0971
 AT0971.The geoid height was determined by GEOID03.
 AT0971
 AT0971;                    North         East     Units Scale Factor Converg.
 AT0971;SPC LA S     -   135,273.639 1,184,444.486   MT  0.99993886   +0 57 11.3
 AT0971;SPC LA S     -   443,810.26  3,885,964.95   sFT  0.99993886   +0 57 11.3
 AT0971;UTM  16      - 3,288,734.650   265,190.363   MT  1.00028034   -1 12 11.9
 AT0971
 AT0971                          SUPERSEDED SURVEY CONTROL
 AT0971
 AT0971  NAD 83(1992)-  29 42 23.57106(N)    089 25 37.55209(W) AD(       ) 4
 AT0971  NAD 83(1986)-  29 42 23.57700(N)    089 25 37.55496(W) AD(       ) 4
 AT0971  NAD 27      -  29 42 22.83444(N)    089 25 37.36361(W) AD(       ) 3
 AT0971
 AT0971.Superseded values are not recommended for survey control.
 AT0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0971.See file dsdata.txt to determine how the superseded data were derived.
 AT0971
 AT0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6519088735(NAD 83)
 AT0971_MARKER: 14 = NAVIGATION LIGHT
 AT0971
 AT0971  HISTORY     - Date     Condition        Report By
 AT0971  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT0971
 AT0971                          STATION DESCRIPTION
 AT0971
 AT0971'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0974 ***********************************************************************
 AT0974  DESIGNATION -  MISS RIV GULF OUTLET LT 89
 AT0974  PID         -  AT0974
 AT0974  STATE/COUNTY-  LA/ST BERNARD
 AT0974  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0974
 AT0974                         *CURRENT SURVEY CONTROL
 AT0974  ___________________________________________________________________
 AT0974* NAD 83(1992)-  29 42 17.98748(N)    089 25 43.51820(W)     ADJUSTED  
 AT0974* NAVD 88     -                                                        
 AT0974  ___________________________________________________________________
 AT0974  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AT0974  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AT0974
 AT0974  HORZ ORDER  -  THIRD
 AT0974
 AT0974.The horizontal coordinates were established by classical geodetic methods
 AT0974.and adjusted by the National Geodetic Survey in May 1994..
 AT0974
 AT0974
 AT0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0974
 AT0974.The geoid height was determined by GEOID03.
 AT0974
 AT0974;                    North         East     Units Scale Factor Converg.
 AT0974;SPC LA S     -   135,099.125 1,184,287.030   MT  0.99993899   +0 57 08.3
 AT0974;SPC LA S     -   443,237.71  3,885,448.36   sFT  0.99993899   +0 57 08.3
 AT0974;UTM  16      - 3,288,566.126   265,026.396   MT  1.00028129   -1 12 14.7
 AT0974
 AT0974                          SUPERSEDED SURVEY CONTROL
 AT0974
 AT0974  NAD 83(1992)-  29 42 17.98878(N)    089 25 43.51725(W) AD(       ) 4
 AT0974  NAD 83(1986)-  29 42 17.99475(N)    089 25 43.52014(W) AD(       ) 4
 AT0974  NAD 27      -  29 42 17.25211(N)    089 25 43.32836(W) AD(       ) 3
 AT0974
 AT0974.Superseded values are not recommended for survey control.
 AT0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0974.See file dsdata.txt to determine how the superseded data were derived.
 AT0974
 AT0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6502688566(NAD 83)
 AT0974_MARKER: 14 = NAVIGATION LIGHT
 AT0974
 AT0974  HISTORY     - Date     Condition        Report By
 AT0974  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT0974
 AT0974                          STATION DESCRIPTION
 AT0974
 AT0974'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0975 ***********************************************************************
 AT0975  DESIGNATION -  MISS RIV GULF OUTLET LT 97
 AT0975  PID         -  AT0975
 AT0975  STATE/COUNTY-  LA/ST BERNARD
 AT0975  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0975
 AT0975                         *CURRENT SURVEY CONTROL
 AT0975  ___________________________________________________________________
 AT0975* NAD 83(1992)-  29 44 27.27575(N)    089 28 38.70925(W)     ADJUSTED  
 AT0975* NAVD 88     -                                                        
 AT0975  ___________________________________________________________________
 AT0975  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AT0975  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AT0975
 AT0975  HORZ ORDER  -  THIRD
 AT0975
 AT0975.The horizontal coordinates were established by classical geodetic methods
 AT0975.and adjusted by the National Geodetic Survey in May 1994..
 AT0975
 AT0975
 AT0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0975
 AT0975.The geoid height was determined by GEOID03.
 AT0975
 AT0975;                    North         East     Units Scale Factor Converg.
 AT0975;SPC LA S     -   139,002.011 1,179,514.231   MT  0.99993597   +0 55 40.7
 AT0975;SPC LA S     -   456,042.43  3,869,789.61   sFT  0.99993597   +0 55 40.7
 AT0975;UTM  16      - 3,292,647.341   260,402.221   MT  1.00030836   -1 13 46.5
 AT0975
 AT0975                          SUPERSEDED SURVEY CONTROL
 AT0975
 AT0975  NAD 83(1992)-  29 44 27.27998(N)    089 28 38.70897(W) AD(       ) 4
 AT0975  NAD 83(1986)-  29 44 27.28465(N)    089 28 38.71084(W) AD(       ) 4
 AT0975  NAD 27      -  29 44 26.54033(N)    089 28 38.51025(W) AD(       ) 3
 AT0975
 AT0975.Superseded values are not recommended for survey control.
 AT0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0975.See file dsdata.txt to determine how the superseded data were derived.
 AT0975
 AT0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6040292647(NAD 83)
 AT0975_MARKER: 14 = NAVIGATION LIGHT
 AT0975
 AT0975  HISTORY     - Date     Condition        Report By
 AT0975  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT0975
 AT0975                          STATION DESCRIPTION
 AT0975
 AT0975'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0999 ***********************************************************************
 AT0999  DESIGNATION -  MISS RIV GULF OUTLET LT 98
 AT0999  PID         -  AT0999
 AT0999  STATE/COUNTY-  LA/ST BERNARD
 AT0999  USGS QUAD   -  LAKE ELOI (1994)
 AT0999
 AT0999                         *CURRENT SURVEY CONTROL
 AT0999  ___________________________________________________________________
 AT0999* NAD 83(1992)-  29 45 11.47961(N)    089 29 35.33130(W)     ADJUSTED  
 AT0999* NAVD 88     -                                                        
 AT0999  ___________________________________________________________________
 AT0999  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT0999  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AT0999
 AT0999  HORZ ORDER  -  THIRD
 AT0999
 AT0999.The horizontal coordinates were established by classical geodetic methods
 AT0999.and adjusted by the National Geodetic Survey in May 1994..
 AT0999
 AT0999
 AT0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0999
 AT0999.The geoid height was determined by GEOID03.
 AT0999
 AT0999;                    North         East     Units Scale Factor Converg.
 AT0999;SPC LA S     -   140,338.301 1,177,971.174   MT  0.99993503   +0 55 12.4
 AT0999;SPC LA S     -   460,426.58  3,864,727.09   sFT  0.99993503   +0 55 12.4
 AT0999;UTM  16      - 3,294,041.307   258,910.009   MT  1.00031721   -1 14 16.3
 AT0999
 AT0999                          SUPERSEDED SURVEY CONTROL
 AT0999
 AT0999  NAD 83(1992)-  29 45 11.48171(N)    089 29 35.32767(W) AD(       ) 4
 AT0999  NAD 83(1986)-  29 45 11.48822(N)    089 29 35.33180(W) AD(       ) 4
 AT0999  NAD 27      -  29 45 10.74780(N)    089 29 35.13513(W) AD(       ) 3
 AT0999
 AT0999.Superseded values are not recommended for survey control.
 AT0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0999.See file dsdata.txt to determine how the superseded data were derived.
 AT0999
 AT0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5891094041(NAD 83)
 AT0999_MARKER: 14 = NAVIGATION LIGHT
 AT0999
 AT0999  HISTORY     - Date     Condition        Report By
 AT0999  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT0999
 AT0999                          STATION DESCRIPTION
 AT0999
 AT0999'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1250 ***********************************************************************
 AT1250  DESIGNATION -  MISS RIV GULF OUTLET LT 104
 AT1250  PID         -  AT1250
 AT1250  STATE/COUNTY-  LA/ST BERNARD
 AT1250  USGS QUAD   -  LENA LAGOON (1993)
 AT1250
 AT1250                         *CURRENT SURVEY CONTROL
 AT1250  ___________________________________________________________________
 AT1250* NAD 83(1992)-  29 50 31.32779(N)    089 37 22.54086(W)     ADJUSTED  
 AT1250* NAVD 88     -                                                        
 AT1250  **This station is located in a subsidence area (see below).
 AT1250  ___________________________________________________________________
 AT1250  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1250  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AT1250
 AT1250  HORZ ORDER  -  THIRD
 AT1250
 AT1250.The horizontal coordinates were established by classical geodetic methods
 AT1250.and adjusted by the National Geodetic Survey in May 1994..
 AT1250
 AT1250 ** The orthometric height has not been validated since last determined
 AT1250 ** by differential leveling and should not be used for control purposes.
 AT1250 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1250 ** area with valid NAVD 88 orthometric heights.
 AT1250 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1250 ** epoch indicated which incorporates improved geoid heights for the
 AT1250 ** Southern Louisiana Subsidence area.
 AT1250 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1250
 AT1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1250
 AT1250.The geoid height was determined by GEOID03.
 AT1250
 AT1250;                    North         East     Units Scale Factor Converg.
 AT1250;SPC LA S     -   149,990.649 1,165,273.607   MT  0.99992956   +0 51 18.8
 AT1250;SPC LA S     -   492,094.32  3,823,068.49   sFT  0.99992956   +0 51 18.8
 AT1250;UTM  16      - 3,304,169.544   246,579.970   MT  1.00039245   -1 18 21.2
 AT1250
 AT1250                          SUPERSEDED SURVEY CONTROL
 AT1250
 AT1250  NAD 83(1992)-  29 50 31.33200(N)    089 37 22.53672(W) AD(       ) 4
 AT1250  NAD 83(1986)-  29 50 31.33902(N)    089 37 22.53970(W) AD(       ) 4
 AT1250  NAD 27      -  29 50 30.59834(N)    089 37 22.33943(W) AD(       ) 3
 AT1250
 AT1250.Superseded values are not recommended for survey control.
 AT1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1250.See file dsdata.txt to determine how the superseded data were derived.
 AT1250
 AT1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4658004170(NAD 83)
 AT1250_MARKER: 14 = NAVIGATION LIGHT
 AT1250
 AT1250  HISTORY     - Date     Condition        Report By
 AT1250  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1250  HISTORY     - 1972     GOOD             NGS
 AT1250
 AT1250                          STATION DESCRIPTION
 AT1250
 AT1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 AT1250'NO ORIGINAL DESCRIPTION AVAILABLE.
 AT1250'
 AT1250'STATION IS A LIGHT MOUNTED ON A FOUR LEGGED STEEL SKELETON TOWER 22
 AT1250'FEET HIGH.  THE TOWER IS SET ON A WOOD PLATFORM 8 FEET ABOVE WATER
 AT1250'SUPPORTED BY FOUR PILING.  THE PLATFORM IS TILTED AND THE TOWER
 AT1250'LEANS TO THE NORTHWEST.
 AT1250'
 AT1250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.3 MILES WEST OF
 AT1250'YSCLOSKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1251 ***********************************************************************
 AT1251  DESIGNATION -  MISS RIV GULF OUTLET LT 102
 AT1251  PID         -  AT1251
 AT1251  STATE/COUNTY-  LA/ST BERNARD
 AT1251  USGS QUAD   -  LENA LAGOON (1993)
 AT1251
 AT1251                         *CURRENT SURVEY CONTROL
 AT1251  ___________________________________________________________________
 AT1251* NAD 83(1992)-  29 49 01.19080(N)    089 35 08.73297(W)     ADJUSTED  
 AT1251* NAVD 88     -                                                        
 AT1251  ___________________________________________________________________
 AT1251  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AT1251  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AT1251
 AT1251  HORZ ORDER  -  THIRD
 AT1251
 AT1251.The horizontal coordinates were established by classical geodetic methods
 AT1251.and adjusted by the National Geodetic Survey in May 1994..
 AT1251
 AT1251
 AT1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1251
 AT1251.The geoid height was determined by GEOID03.
 AT1251
 AT1251;                    North         East     Units Scale Factor Converg.
 AT1251;SPC LA S     -   147,269.900 1,168,907.219   MT  0.99993086   +0 52 25.7
 AT1251;SPC LA S     -   483,168.00  3,834,989.77   sFT  0.99993086   +0 52 25.7
 AT1251;UTM  16      - 3,301,312.447   250,110.015   MT  1.00037052   -1 17 11.0
 AT1251
 AT1251                          SUPERSEDED SURVEY CONTROL
 AT1251
 AT1251  NAD 83(1992)-  29 49 01.19515(N)    089 35 08.72977(W) AD(       ) 4
 AT1251  NAD 83(1986)-  29 49 01.20162(N)    089 35 08.73262(W) AD(       ) 4
 AT1251  NAD 27      -  29 49 00.46083(N)    089 35 08.52858(W) AD(       ) 3
 AT1251
 AT1251.Superseded values are not recommended for survey control.
 AT1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1251.See file dsdata.txt to determine how the superseded data were derived.
 AT1251
 AT1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5011001312(NAD 83)
 AT1251_MARKER: 14 = NAVIGATION LIGHT
 AT1251
 AT1251  HISTORY     - Date     Condition        Report By
 AT1251  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1251
 AT1251                          STATION DESCRIPTION
 AT1251
 AT1251'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1253 ***********************************************************************
 AT1253  DESIGNATION -  MISS RIV GULF OUTLET LT 101
 AT1253  PID         -  AT1253
 AT1253  STATE/COUNTY-  LA/ST BERNARD
 AT1253  USGS QUAD   -  LENA LAGOON (1993)
 AT1253
 AT1253                         *CURRENT SURVEY CONTROL
 AT1253  ___________________________________________________________________
 AT1253* NAD 83(1992)-  29 47 26.59256(N)    089 33 07.57914(W)     ADJUSTED  
 AT1253* NAVD 88     -                                                        
 AT1253  ___________________________________________________________________
 AT1253  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1253  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AT1253
 AT1253  HORZ ORDER  -  THIRD
 AT1253
 AT1253.The horizontal coordinates were established by classical geodetic methods
 AT1253.and adjusted by the National Geodetic Survey in May 1994..
 AT1253
 AT1253
 AT1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1253
 AT1253.The geoid height was determined by GEOID03.
 AT1253
 AT1253;                    North         East     Units Scale Factor Converg.
 AT1253;SPC LA S     -   144,407.720 1,172,204.957   MT  0.99993243   +0 53 26.3
 AT1253;SPC LA S     -   473,777.66  3,845,809.10   sFT  0.99993243   +0 53 26.3
 AT1253;UTM  16      - 3,298,326.744   253,298.917   MT  1.00035099   -1 16 07.0
 AT1253
 AT1253                          SUPERSEDED SURVEY CONTROL
 AT1253
 AT1253  NAD 83(1992)-  29 47 26.59665(N)    089 33 07.57594(W) AD(       ) 4
 AT1253  NAD 83(1986)-  29 47 26.60277(N)    089 33 07.57910(W) AD(       ) 4
 AT1253  NAD 27      -  29 47 25.86108(N)    089 33 07.37658(W) AD(       ) 3
 AT1253
 AT1253.Superseded values are not recommended for survey control.
 AT1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1253.See file dsdata.txt to determine how the superseded data were derived.
 AT1253
 AT1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5329998327(NAD 83)
 AT1253_MARKER: 14 = NAVIGATION LIGHT
 AT1253
 AT1253  HISTORY     - Date     Condition        Report By
 AT1253  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1253
 AT1253                          STATION DESCRIPTION
 AT1253
 AT1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT1253'SEE STATION RUIZ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1254 ***********************************************************************
 AT1254  DESIGNATION -  MISS RIV GULF OUTLET LT 100
 AT1254  PID         -  AT1254
 AT1254  STATE/COUNTY-  LA/ST BERNARD
 AT1254  USGS QUAD   -  LENA LAGOON (1993)
 AT1254
 AT1254                         *CURRENT SURVEY CONTROL
 AT1254  ___________________________________________________________________
 AT1254* NAD 83(1992)-  29 46 07.21819(N)    089 30 58.36440(W)     ADJUSTED  
 AT1254* NAVD 88     -                                                        
 AT1254  ___________________________________________________________________
 AT1254  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AT1254  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AT1254
 AT1254  HORZ ORDER  -  THIRD
 AT1254
 AT1254.The horizontal coordinates were established by classical geodetic methods
 AT1254.and adjusted by the National Geodetic Survey in May 1994..
 AT1254
 AT1254
 AT1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1254
 AT1254.The geoid height was determined by GEOID03.
 AT1254
 AT1254;                    North         East     Units Scale Factor Converg.
 AT1254;SPC LA S     -   142,018.634 1,175,713.472   MT  0.99993391   +0 54 30.9
 AT1254;SPC LA S     -   465,939.47  3,857,319.95   sFT  0.99993391   +0 54 30.9
 AT1254;UTM  16      - 3,295,806.158   256,716.335   MT  1.00033033   -1 14 59.7
 AT1254
 AT1254                          SUPERSEDED SURVEY CONTROL
 AT1254
 AT1254  NAD 83(1992)-  29 46 07.21985(N)    089 30 58.35960(W) AD(       ) 4
 AT1254  NAD 83(1986)-  29 46 07.22710(N)    089 30 58.36438(W) AD(       ) 4
 AT1254  NAD 27      -  29 46 06.49185(N)    089 30 58.17301(W) AD(       ) 3
 AT1254
 AT1254.Superseded values are not recommended for survey control.
 AT1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1254.See file dsdata.txt to determine how the superseded data were derived.
 AT1254
 AT1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5671695806(NAD 83)
 AT1254_MARKER: 14 = NAVIGATION LIGHT
 AT1254
 AT1254  HISTORY     - Date     Condition        Report By
 AT1254  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1254
 AT1254                          STATION DESCRIPTION
 AT1254
 AT1254'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1255 ***********************************************************************
 AT1255  DESIGNATION -  MISS RIV GULF OUTLET LT 99
 AT1255  PID         -  AT1255
 AT1255  STATE/COUNTY-  LA/ST BERNARD
 AT1255  USGS QUAD   -  LENA LAGOON (1993)
 AT1255
 AT1255                         *CURRENT SURVEY CONTROL
 AT1255  ___________________________________________________________________
 AT1255* NAD 83(1992)-  29 46 01.60041(N)    089 31 04.65451(W)     ADJUSTED  
 AT1255* NAVD 88     -                                                        
 AT1255  ___________________________________________________________________
 AT1255  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AT1255  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AT1255
 AT1255  HORZ ORDER  -  THIRD
 AT1255
 AT1255.The horizontal coordinates were established by classical geodetic methods
 AT1255.and adjusted by the National Geodetic Survey in May 1994..
 AT1255
 AT1255
 AT1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1255
 AT1255.The geoid height was determined by GEOID03.
 AT1255
 AT1255;                    North         East     Units Scale Factor Converg.
 AT1255;SPC LA S     -   141,843.010 1,175,547.269   MT  0.99993402   +0 54 27.8
 AT1255;SPC LA S     -   465,363.28  3,856,774.67   sFT  0.99993402   +0 54 27.8
 AT1255;UTM  16      - 3,295,636.852   256,543.567   MT  1.00033136   -1 15 02.6
 AT1255
 AT1255                          SUPERSEDED SURVEY CONTROL
 AT1255
 AT1255  NAD 83(1992)-  29 46 01.60270(N)    089 31 04.65065(W) AD(       ) 4
 AT1255  NAD 83(1986)-  29 46 01.60950(N)    089 31 04.65474(W) AD(       ) 4
 AT1255  NAD 27      -  29 46 00.87142(N)    089 31 04.45920(W) AD(       ) 3
 AT1255
 AT1255.Superseded values are not recommended for survey control.
 AT1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1255.See file dsdata.txt to determine how the superseded data were derived.
 AT1255
 AT1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5654495637(NAD 83)
 AT1255_MARKER: 14 = NAVIGATION LIGHT
 AT1255
 AT1255  HISTORY     - Date     Condition        Report By
 AT1255  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1255
 AT1255                          STATION DESCRIPTION
 AT1255
 AT1255'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1259 ***********************************************************************
 AT1259  DESIGNATION -  MISS RIV GULF OUTLET LIGHT 103
 AT1259  PID         -  AT1259
 AT1259  STATE/COUNTY-  LA/ST BERNARD
 AT1259  USGS QUAD   -  LENA LAGOON (1993)
 AT1259
 AT1259                         *CURRENT SURVEY CONTROL
 AT1259  ___________________________________________________________________
 AT1259* NAD 83(1992)-  29 50 24.27895(N)    089 37 26.65562(W)     ADJUSTED  
 AT1259* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1259  **This station is located in a subsidence area (see below).
 AT1259  ___________________________________________________________________
 AT1259  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1259  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AT1259
 AT1259  HORZ ORDER  -  THIRD
 AT1259
 AT1259.The horizontal coordinates were established by classical geodetic methods
 AT1259.and adjusted by the National Geodetic Survey in May 1994..
 AT1259
 AT1259 ** The orthometric height has not been validated since last determined
 AT1259 ** by differential leveling and should not be used for control purposes.
 AT1259 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1259 ** area with valid NAVD 88 orthometric heights.
 AT1259 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1259 ** epoch indicated which incorporates improved geoid heights for the
 AT1259 ** Southern Louisiana Subsidence area.
 AT1259 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1259.The orthometric height was scaled from a topographic map.
 AT1259
 AT1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1259
 AT1259.The geoid height was determined by GEOID03.
 AT1259
 AT1259;                    North         East     Units Scale Factor Converg.
 AT1259;SPC LA S     -   149,771.995 1,165,166.407   MT  0.99992966   +0 51 16.8
 AT1259;SPC LA S     -   491,376.95  3,822,716.79   sFT  0.99992966   +0 51 16.8
 AT1259;UTM  16      - 3,303,954.989   246,464.548   MT  1.00039317   -1 18 23.0
 AT1259
 AT1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1259!SPC LA S     -   1.00000404  x   0.99992966  =   0.99993370
 AT1259!UTM  16      -   1.00000404  x   1.00039317  =   1.00039721
 AT1259
 AT1259                          SUPERSEDED SURVEY CONTROL
 AT1259
 AT1259  NAD 83(1992)-  29 50 24.28317(N)    089 37 26.65140(W) AD(       ) 3
 AT1259  NAD 83(1986)-  29 50 24.29023(N)    089 37 26.65438(W) AD(       ) 3
 AT1259  NAD 27      -  29 50 23.55157(N)    089 37 26.44831(W) AD(       ) 3
 AT1259
 AT1259.Superseded values are not recommended for survey control.
 AT1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1259.See file dsdata.txt to determine how the superseded data were derived.
 AT1259
 AT1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4646503955(NAD 83)
 AT1259_MARKER: 14 = NAVIGATION LIGHT
 AT1259
 AT1259  HISTORY     - Date     Condition        Report By
 AT1259  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1259  HISTORY     - 1972     GOOD             NGS
 AT1259
 AT1259                          STATION DESCRIPTION
 AT1259
 AT1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 AT1259'NO ORIGINAL DESCRIPTION AVAILABLE.
 AT1259'
 AT1259'STATION IS A LIGHT MOUNTED ON A FOUR LEGGED STEEL SKELETON TOWER 22
 AT1259'FEET HIGH.  THE TOWER IS SET ON A WOOD PLATFORM 8 FEET ABOVE WATER
 AT1259'SUPPORTED BY FOUR PILING.
 AT1259'
 AT1259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.3 N. M. WEST OF
 AT1259'YSCLOSKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1265 ***********************************************************************
 AT1265  DESIGNATION -  MISS RIV GULF OUTLET LT 105
 AT1265  PID         -  AT1265
 AT1265  STATE/COUNTY-  LA/ST BERNARD
 AT1265  USGS QUAD   -  YSCLOSKEY (1994)
 AT1265
 AT1265                         *CURRENT SURVEY CONTROL
 AT1265  ___________________________________________________________________
 AT1265* NAD 83(1992)-  29 50 48.60516(N)    089 38 46.86644(W)     ADJUSTED  
 AT1265* NAVD 88     -                                                        
 AT1265  **This station is located in a subsidence area (see below).
 AT1265  ___________________________________________________________________
 AT1265  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AT1265  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AT1265
 AT1265  HORZ ORDER  -  THIRD
 AT1265
 AT1265.The horizontal coordinates were established by classical geodetic methods
 AT1265.and adjusted by the National Geodetic Survey in May 1994..
 AT1265
 AT1265 ** The orthometric height has not been validated since last determined
 AT1265 ** by differential leveling and should not be used for control purposes.
 AT1265 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1265 ** area with valid NAVD 88 orthometric heights.
 AT1265 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1265 ** epoch indicated which incorporates improved geoid heights for the
 AT1265 ** Southern Louisiana Subsidence area.
 AT1265 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1265
 AT1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1265
 AT1265.The geoid height was determined by GEOID03.
 AT1265
 AT1265;                    North         East     Units Scale Factor Converg.
 AT1265;SPC LA S     -   150,488.999 1,163,002.540   MT  0.99992934   +0 50 36.6
 AT1265;SPC LA S     -   493,729.32  3,815,617.50   sFT  0.99992934   +0 50 36.6
 AT1265;UTM  16      - 3,304,753.457   244,328.255   MT  1.00040659   -1 19 03.9
 AT1265
 AT1265                          SUPERSEDED SURVEY CONTROL
 AT1265
 AT1265  NAD 83(1992)-  29 50 48.60942(N)    089 38 46.86215(W) AD(       ) 4
 AT1265  NAD 83(1986)-  29 50 48.61671(N)    089 38 46.86514(W) AD(       ) 4
 AT1265  NAD 27      -  29 50 47.87685(N)    089 38 46.66179(W) AD(       ) 3
 AT1265
 AT1265.Superseded values are not recommended for survey control.
 AT1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1265.See file dsdata.txt to determine how the superseded data were derived.
 AT1265
 AT1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4432804753(NAD 83)
 AT1265_MARKER: 14 = NAVIGATION LIGHT
 AT1265
 AT1265  HISTORY     - Date     Condition        Report By
 AT1265  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1265  HISTORY     - 1972     GOOD             NGS
 AT1265
 AT1265                          STATION DESCRIPTION
 AT1265
 AT1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 AT1265'NO ORIGINAL DESCRIPTION AVAILABLE.
 AT1265'
 AT1265'STATION IS A LIGHT MOUNTED ON A FOUR LEGGED STEEL SKELETON TOWER 22
 AT1265'FEET HIGH.  THE TOWER IS SET ON A WOOD PLATFORM 8 FEET ABOVE WATER
 AT1265'SUPPORTED BY FOUR PILING.  THE PILING ARE IN POOR REPAIR AND ARE
 AT1265'LEANING.
 AT1265'
 AT1265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES WEST OF
 AT1265'YSCLOSKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1267 ***********************************************************************
 AT1267  DESIGNATION -  MISS RIV GULF OUTLET LT 107
 AT1267  PID         -  AT1267
 AT1267  STATE/COUNTY-  LA/ST BERNARD
 AT1267  USGS QUAD   -  YSCLOSKEY (1994)
 AT1267
 AT1267                         *CURRENT SURVEY CONTROL
 AT1267  ___________________________________________________________________
 AT1267* NAD 83(1992)-  29 51 53.15383(N)    089 42 33.07045(W)     ADJUSTED  
 AT1267* NAVD 88     -                                                        
 AT1267  **This station is located in a subsidence area (see below).
 AT1267  ___________________________________________________________________
 AT1267  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AT1267  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AT1267
 AT1267  HORZ ORDER  -  THIRD
 AT1267
 AT1267.The horizontal coordinates were established by classical geodetic methods
 AT1267.and adjusted by the National Geodetic Survey in May 1994..
 AT1267
 AT1267 ** The orthometric height has not been validated since last determined
 AT1267 ** by differential leveling and should not be used for control purposes.
 AT1267 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1267 ** area with valid NAVD 88 orthometric heights.
 AT1267 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1267 ** epoch indicated which incorporates improved geoid heights for the
 AT1267 ** Southern Louisiana Subsidence area.
 AT1267 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1267
 AT1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1267
 AT1267.The geoid height was determined by GEOID03.
 AT1267
 AT1267;                    North         East     Units Scale Factor Converg.
 AT1267;SPC LA S     -   152,388.502 1,156,903.484   MT  0.99992855   +0 48 43.5
 AT1267;SPC LA S     -   499,961.28  3,795,607.51   sFT  0.99992855   +0 48 43.5
 AT1267;UTM  16      - 3,306,882.710   238,302.191   MT  1.00044507   -1 20 59.4
 AT1267
 AT1267                          SUPERSEDED SURVEY CONTROL
 AT1267
 AT1267  NAD 83(1992)-  29 51 53.16194(N)    089 42 33.07081(W) AD(       ) 4
 AT1267  NAD 83(1986)-  29 51 53.16817(N)    089 42 33.07134(W) AD(       ) 4
 AT1267  NAD 27      -  29 51 52.43295(N)    089 42 32.86943(W) AD(       ) 3
 AT1267
 AT1267.Superseded values are not recommended for survey control.
 AT1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1267.See file dsdata.txt to determine how the superseded data were derived.
 AT1267
 AT1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3830206883(NAD 83)
 AT1267_MARKER: 14 = NAVIGATION LIGHT
 AT1267
 AT1267  HISTORY     - Date     Condition        Report By
 AT1267  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1267  HISTORY     - 1971     GOOD             NGS
 AT1267
 AT1267                          STATION DESCRIPTION
 AT1267
 AT1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1267'NO ORIGINAL DESCRIPTION AVAILABLE.
 AT1267'
 AT1267'STATION IS A LIGHT MOUNTED ON A FOUR LEGGED STEEL SKELETON TOWER.
 AT1267'TOWER IS SET ON A WOOD PLATFORM SUPPORTED BY FOUR PILING SET ON THE
 AT1267'SOUTH EDGE OF THE MISSISSIPPI RIVER GULF OUTLET CANAL ABOUT ABOUT
 AT1267'2 MILES NORTHWEST OF THE TOWN OF YSCLOSKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1268 ***********************************************************************
 AT1268  DESIGNATION -  MISS RIV GULF OUTLET LT 108
 AT1268  PID         -  AT1268
 AT1268  STATE/COUNTY-  LA/ST BERNARD
 AT1268  USGS QUAD   -  YSCLOSKEY (1994)
 AT1268
 AT1268                         *CURRENT SURVEY CONTROL
 AT1268  ___________________________________________________________________
 AT1268* NAD 83(1992)-  29 52 00.36887(N)    089 42 29.36572(W)     ADJUSTED  
 AT1268* NAVD 88     -                                                        
 AT1268  **This station is located in a subsidence area (see below).
 AT1268  ___________________________________________________________________
 AT1268  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AT1268  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AT1268
 AT1268  HORZ ORDER  -  THIRD
 AT1268
 AT1268.The horizontal coordinates were established by classical geodetic methods
 AT1268.and adjusted by the National Geodetic Survey in May 1994..
 AT1268
 AT1268 ** The orthometric height has not been validated since last determined
 AT1268 ** by differential leveling and should not be used for control purposes.
 AT1268 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1268 ** area with valid NAVD 88 orthometric heights.
 AT1268 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1268 ** epoch indicated which incorporates improved geoid heights for the
 AT1268 ** Southern Louisiana Subsidence area.
 AT1268 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1268
 AT1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1268
 AT1268.The geoid height was determined by GEOID03.
 AT1268
 AT1268;                    North         East     Units Scale Factor Converg.
 AT1268;SPC LA S     -   152,612.037 1,156,999.744   MT  0.99992847   +0 48 45.4
 AT1268;SPC LA S     -   500,694.66  3,795,923.33   sFT  0.99992847   +0 48 45.4
 AT1268;UTM  16      - 3,307,102.568   238,406.869   MT  1.00044439   -1 20 57.8
 AT1268
 AT1268                          SUPERSEDED SURVEY CONTROL
 AT1268
 AT1268  NAD 83(1992)-  29 52 00.37887(N)    089 42 29.36811(W) AD(       ) 4
 AT1268  NAD 83(1986)-  29 52 00.38415(N)    089 42 29.36761(W) AD(       ) 4
 AT1268  NAD 27      -  29 51 59.65200(N)    089 42 29.16893(W) AD(       ) 3
 AT1268
 AT1268.Superseded values are not recommended for survey control.
 AT1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1268.See file dsdata.txt to determine how the superseded data were derived.
 AT1268
 AT1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3840707103(NAD 83)
 AT1268_MARKER: 14 = NAVIGATION LIGHT
 AT1268
 AT1268  HISTORY     - Date     Condition        Report By
 AT1268  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1268  HISTORY     - 1971     GOOD             NGS
 AT1268
 AT1268                          STATION DESCRIPTION
 AT1268
 AT1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1268'NO ORIGINAL DESCRIPTION AVAILABLE.
 AT1268'
 AT1268'STATION IS A LIGHT MOUNTED ON A FOUR LEGGED STEEL SKELETON TOWER.
 AT1268'THE TOWER IS SET ON A WOOD PLATFORM SUPPORTED BY FOUR PILING SET ON
 AT1268'THE NORTH EDGE OF THE MISSISSIPPI RIVER GULF OUTLET CANAL ABOUT 2
 AT1268'MILES NORTHWEST OF THE TOWN OF YSCLOSKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3007 ***********************************************************************
 BX3007  DESIGNATION -  MITCHELL
 BX3007  PID         -  BX3007
 BX3007  STATE/COUNTY-  LA/SABINE
 BX3007  USGS QUAD   -  CONVERSE (1994)
 BX3007
 BX3007                         *CURRENT SURVEY CONTROL
 BX3007  ___________________________________________________________________
 BX3007* NAD 83(1992)-  31 47 31.43553(N)    093 37 39.86671(W)     ADJUSTED  
 BX3007* NAVD 88     -       104.37   (+/-2cm)     342.4    (feet)  VERTCON   
 BX3007  ___________________________________________________________________
 BX3007  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BX3007  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX3007
 BX3007  HORZ ORDER  -  FIRST
 BX3007  VERT ORDER  -  THIRD ? (See Below)
 BX3007
 BX3007.The horizontal coordinates were established by classical geodetic methods
 BX3007.and adjusted by the National Geodetic Survey in January 1993..
 BX3007
 BX3007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3007.The vertical order pertains to the NGVD 29 superseded value.
 BX3007
 BX3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3007
 BX3007.The geoid height was determined by GEOID03.
 BX3007
 BX3007;                    North         East     Units Scale Factor Converg.
 BX3007;SPC LA N     -   143,813.217   893,207.221   MT  0.99991713   -0 35 46.5
 BX3007;SPC LA N     -   471,827.20  2,930,464.02   sFT  0.99991713   -0 35 46.5
 BX3007;UTM  15      - 3,517,559.607   440,572.575   MT  0.99964355   -0 19 50.6
 BX3007
 BX3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3007!SPC LA N     -   0.99998772  x   0.99991713  =   0.99990485
 BX3007!UTM  15      -   0.99998772  x   0.99964355  =   0.99963127
 BX3007
 BX3007|---------------------------------------------------------------------|
 BX3007| PID    Reference Object                     Distance      Geod. Az  |
 BX3007|                                                           dddmmss.s |
 BX3007| CV8863 MITCHELL RM 1                        23.162 METERS 08116     |
 BX3007| CV8862 MITCHELL AZ MK                                     1932110.8 |
 BX3007| CV8864 MITCHELL RM 2                        23.867 METERS 27821     |
 BX3007|---------------------------------------------------------------------|
 BX3007
 BX3007                          SUPERSEDED SURVEY CONTROL
 BX3007
 BX3007  NAD 83(1986)-  31 47 31.44428(N)    093 37 39.86213(W) AD(       ) 1
 BX3007  NAD 27      -  31 47 30.83642(N)    093 37 39.21036(W) AD(       ) 1
 BX3007  NGVD 29 (07/19/86)  104.44   (m)          342.7    (f) LEVELING    3  
 BX3007
 BX3007.Superseded values are not recommended for survey control.
 BX3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3007.See file dsdata.txt to determine how the superseded data were derived.
 BX3007
 BX3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR4057317560(NAD 83)
 BX3007_MARKER: DS = TRIANGULATION STATION DISK
 BX3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3007
 BX3007  HISTORY     - Date     Condition        Report By
 BX3007  HISTORY     - 1971     MONUMENTED       NGS
 BX3007  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3007
 BX3007                          STATION DESCRIPTION
 BX3007
 BX3007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3007'MEASUREMENT WERE MADE WITH A 30 METER TAPE 5 KGS. TENSION.
 BX3007'
 BX3007'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 BX3007'
 BX3007'THE STATION IS ABOUT 7.5 MILES NORTH-NORTHEAST OF NOBLE, 7 MILES
 BX3007'WEST-SOUTHWEST OF PLEASANT HILL, 4.5 MILES EAST-NORTHEAST OF
 BX3007'CONVERSE, IN THE SOUTHWEST 1/4 SECTION 5, T 9 N, R 12 W, AND ON
 BX3007'LAND OWNES BY MR. W. G. COPLEND, MITCHELL, LOUISIANA.
 BX3007'
 BX3007'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 174 AND 483
 BX3007'AT MITCHELL, GO EAST ON STATE HIGHWAY 174 FOR 0.05 MILE TO A METAL
 BX3007'GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, AND GO
 BX3007'NORTH ON A DIM FIELD ROAD FOR 0.1 MILE TO THE STATION.
 BX3007'
 BX3007'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 174 AND
 BX3007'483 AT MITCHELL, GO SOUTH ON A PAVED ROAD FOR 0.2 MILE TO A CATTLE
 BX3007'GUARD AND DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.1
 BX3007'MILE TO THE MARK ON THE LEFT.
 BX3007'
 BX3007'STATION MARKS ARE STANDARD DISKS STAMPED MITCHELL 1971.  THE SURFACE
 BX3007'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX3007'THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 167 FEET NORTH OF
 BX3007'A POWERLINE POLE, 94 FEET EAST OF A FENCE CORNER, 14.5 FEET
 BX3007'SOUTHWEST OF A METAL WITNESS POST AND 13 FEET SOUTH OF A FENCE.  THE
 BX3007'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BX3007'42 INCHES BELOW THE GROUND SURFACE.
 BX3007'
 BX3007'REFERENCE MARK 1, A STANDARD DISK STAMPED MITCHELL NO 1 1971, IS SET
 BX3007'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX3007'WITH THE GROUND SURFACE.  IT IS 188.5 FEET EAST OF THE FENCE
 BX3007'CORNER, 90 FEET WEST OF THE WEST SIDE OF A METAL BARN, 67.7 FEET
 BX3007'EAST OF THE METAL WITNESS POST AND 1.5 FEET SOUTH OF THE FENCE.
 BX3007'
 BX3007'REFERENCE MARK 2, A STANDARD DISK STAMPED MITCHELL NO 2 1971, IS SET
 BX3007'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX3007'WITH THE GROUND SURFACE.  IT IS 16 FEET EAST OF THE FENCE CORNER
 BX3007'AND 1 FOOT SOUTH OF THE FENCE.
 BX3007'
 BX3007'AZIMUTH MARK, A STANDARD DISK STAMPED MITCHELL 1971, IS SET IN THE
 BX3007'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 BX3007'ABOVE THE GROUND SURFACE.  IT IS 130 FEET WEST OF A 14-INCH PINE
 BX3007'TREE, 14 FEET SOUTH OF A TRACK ROAD, 2 FEET NORTH OF A FENCE AND
 BX3007'1.7 FEET EAST OF A METAL WITNESS POST.
 BX3007'
 BX3007'HEIGHT OF LIGHT ABOVE STATION MARK 26.9 METERS.
 BX3007'
 BX3007'NEAREST TOWN--CONVERSE.
 BX3007
 BX3007                          STATION RECOVERY (2001)
 BX3007
 BX3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3007'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0928 ***********************************************************************
 AT0928  DESIGNATION -  MITCHELL KEY LIGHT
 AT0928  PID         -  AT0928
 AT0928  STATE/COUNTY-  LA/ST BERNARD
 AT0928  USGS QUAD   -  MITCHELL ISLAND (1994)
 AT0928
 AT0928                         *CURRENT SURVEY CONTROL
 AT0928  ___________________________________________________________________
 AT0928* NAD 83(1992)-  29 54 10.40037(N)    089 09 45.63657(W)     ADJUSTED  
 AT0928* NAVD 88     -                                                        
 AT0928  ___________________________________________________________________
 AT0928  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AT0928  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AT0928
 AT0928  HORZ ORDER  -  THIRD
 AT0928
 AT0928.The horizontal coordinates were established by classical geodetic methods
 AT0928.and adjusted by the National Geodetic Survey in May 1994..
 AT0928
 AT0928
 AT0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0928
 AT0928.The geoid height was determined by GEOID03.
 AT0928
 AT0928;                    North         East     Units Scale Factor Converg.
 AT0928;SPC LA S     -   157,487.719 1,209,614.389   MT  0.99992720   +1 05 07.3
 AT0928;SPC LA S     -   516,690.96  3,968,543.21   sFT  0.99992720   +1 05 07.3
 AT0928;UTM  16      - 3,309,990.004   291,186.918   MT  1.00013800   -1 04 42.8
 AT0928
 AT0928                          SUPERSEDED SURVEY CONTROL
 AT0928
 AT0928  NAD 83(1992)-  29 54 10.40800(N)    089 09 45.62801(W) AD(       ) 4
 AT0928  NAD 83(1986)-  29 54 10.40975(N)    089 09 45.62953(W) AD(       ) 4
 AT0928  NAD 27      -  29 54 09.69400(N)    089 09 45.49700(W) AD(       ) 3
 AT0928
 AT0928.Superseded values are not recommended for survey control.
 AT0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0928.See file dsdata.txt to determine how the superseded data were derived.
 AT0928
 AT0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9118709990(NAD 83)
 AT0928_MARKER: 14 = NAVIGATION LIGHT
 AT0928
 AT0928  HISTORY     - Date     Condition        Report By
 AT0928  HISTORY     - 1952     FIRST OBSERVED   CGS
 AT0928
 AT0928                          STATION DESCRIPTION
 AT0928
 AT0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0928'STATION IS THE LIGHT ON A BLACK, TRIANGULAR STRUCTURE ON PILES.  IT
 AT0928'IS 25 FEET HIGH,
 AT0928'LOCATED JUST OFF THE E END OF MITCHELL KEY IN
 AT0928'CHANDELEUR SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1143 ***********************************************************************
 BK1143  DESIGNATION -  MITTIE
 BK1143  PID         -  BK1143
 BK1143  STATE/COUNTY-  LA/ALLEN
 BK1143  USGS QUAD   -  MITTIE (1993)
 BK1143
 BK1143                         *CURRENT SURVEY CONTROL
 BK1143  ___________________________________________________________________
 BK1143* NAD 83(1992)-  30 43 13.37443(N)    092 55 33.01479(W)     ADJUSTED  
 BK1143* NAVD 88     -        38.50   (+/-2cm)     126.3    (feet)  VERTCON   
 BK1143  ___________________________________________________________________
 BK1143  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BK1143  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK1143
 BK1143  HORZ ORDER  -  FIRST
 BK1143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1143
 BK1143.The horizontal coordinates were established by classical geodetic methods
 BK1143.and adjusted by the National Geodetic Survey in January 1993..
 BK1143
 BK1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1143.The vertical order pertains to the NGVD 29 superseded value.
 BK1143
 BK1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1143
 BK1143.The geoid height was determined by GEOID03.
 BK1143
 BK1143;                    North         East     Units Scale Factor Converg.
 BK1143;SPC LA S     -   247,182.953   847,471.335   MT  1.00000440   -0 47 46.6
 BK1143;SPC LA S     -   810,966.07  2,780,412.20   sFT  1.00000440   -0 47 46.6
 BK1143;UTM  15      - 3,398,616.231   507,100.583   MT  0.99960062   +0 02 16.4
 BK1143
 BK1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1143!SPC LA S     -   0.99999821  x   1.00000440  =   1.00000261
 BK1143!UTM  15      -   0.99999821  x   0.99960062  =   0.99959883
 BK1143
 BK1143:                Primary Azimuth Mark                     Grid Az
 BK1143:SPC LA S     -  ELIZABETH CALCAS PAPER CO TK             035 57 00.3
 BK1143:UTM  15      -  ELIZABETH CALCAS PAPER CO TK             035 06 57.3
 BK1143
 BK1143|---------------------------------------------------------------------|
 BK1143| PID    Reference Object                     Distance      Geod. Az  |
 BK1143|                                                           dddmmss.s |
 BK1143| BK3003 ELIZABETH CALCAS PAPER CO TK        APPROX.20.8 KM 0350913.7 |
 BK1143| BK3004 ELIZABETH UNIVERSAL LUMBER TK       APPROX.21.0 KM 0365058.6 |
 BK1143| BK2997 OBERLIN MUNICIPAL TANK              APPROX.19.2 KM 1252519.4 |
 BK1143| BK1146 MITTIE RM 1                          33.665 METERS 22433     |
 BK1143| BK1147 MITTIE AZ MK RESET                                 2954806.4 |
 BK1143| BK1148 MITTIE RM 3                                        2960716.3 |
 BK1143| CW2115 MITTIE AZ MK                                       2984043.1 |
 BK1143| BK1145 MITTIE RM 2                          32.315 METERS 31634     |
 BK1143| BK1144 MITTIE RM A                          25.600 METERS 34117     |
 BK1143|---------------------------------------------------------------------|
 BK1143
 BK1143                          SUPERSEDED SURVEY CONTROL
 BK1143
 BK1143  NAD 83(1986)-  30 43 13.39369(N)    092 55 33.00757(W) AD(       ) 1
 BK1143  NAD 27      -  30 43 12.68700(N)    092 55 32.45700(W) AD(       ) 1
 BK1143  NGVD 29 (??/??/??)   38.517  (m)          126.37   (f) ADJUSTED    2 0
 BK1143
 BK1143.Superseded values are not recommended for survey control.
 BK1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1143.See file dsdata.txt to determine how the superseded data were derived.
 BK1143
 BK1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0710198616(NAD 83)
 BK1143_MARKER: DS = TRIANGULATION STATION DISK
 BK1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1143_STAMPING: MITTIE 1935
 BK1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1143
 BK1143  HISTORY     - Date     Condition        Report By
 BK1143  HISTORY     - 1935     MONUMENTED       CGS
 BK1143  HISTORY     - 1936     GOOD             LAGS
 BK1143  HISTORY     - 1964     GOOD             USAF
 BK1143  HISTORY     - 1965     GOOD             CGS
 BK1143  HISTORY     - 1970     GOOD             LADH
 BK1143  HISTORY     - 1974     GOOD             NGS
 BK1143  HISTORY     - 1976     GOOD             NGS
 BK1143
 BK1143                          STATION DESCRIPTION
 BK1143
 BK1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK1143'THIS STATION IS ABOUT 12 MILES NW OF OBERLIN, 24 MILES SE
 BK1143'OF DERIDDER, AND ABOUT 1-1/2 MILES NW OF MITTIE POST OFFICE.
 BK1143'IN SEC. 7, T 4 S, R 5 W.  THE STATION MARK IS ON CUT-OVER
 BK1143'AREA AT E SIDE OF N AND S DIRT ROAD.  ABOUT 100 YARDS N OF
 BK1143'STATE HIGHWAY 52.  45 FEET E OF CENTER LINE OF DIRT ROAD.
 BK1143'28.2 FEET E OF SOUTHERNMOST OF TWIN PINE TREES WITH TRIANGLE
 BK1143'BLAZES.  27.6 FEET E OF THE OTHER PINE.  THE MARK PROJECTS
 BK1143'4 INCHES.
 BK1143'
 BK1143'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK1143'BRONZE DISKS SET IN CONCRETE.
 BK1143'
 BK1143'REFERENCE MARK NO. 1 IS SW AND ACROSS ROAD FROM STATION.
 BK1143'20 FEET W OF CENTER LINE OF DIRT ROAD.  THE MARK PROJECTS
 BK1143'2 INCHES.
 BK1143'
 BK1143'REFERENCE MARK NO. 2 IS NW AND ACROSS ROAD FROM STATION.
 BK1143'20 FEET W OF CENTER LINE OF DIRT ROAD.  THE MARK PROJECTS
 BK1143'3 INCHES.
 BK1143'
 BK1143'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 155.70 FEET.
 BK1143'
 BK1143'THE AZIMUTH MARK IS WNW OF THE STATION.  ON CUT-OVER AREA
 BK1143'AT N SIDE OF STATE HIGHWAY 52.  30 FEET N OF CENTER LINE OF
 BK1143'ROAD.  THE MARK PROJECTS 8 INCHES.
 BK1143'
 BK1143'TO REACH THE STATION FROM DERIDDER GO S ON STATE HIGHWAY
 BK1143'177, FROM RAILROAD TRACKS, 3.55 MILES TO JUNCTION WITH STATE
 BK1143'HIGHWAY 52.  THENCE SE ON HIGHWAY 52, 3.85 MILES TO JUNCTION
 BK1143'WITH STATE HIGHWAY 251.  CONTINUE ON HIGHWAY 52, 6.6 MILES
 BK1143'TO GRADED DIRT ROAD LEADING N.  THENCE N ON DIRT, 100 YARDS
 BK1143'TO TWIN PINES, WITH TRIANGLE BLAZES, AND STATION ON E SIDE
 BK1143'OF ROAD.  FROM MITTIE THIS GRADED ROAD IS 1.5 MILES NW (ON
 BK1143'HIGHWAY 52) AND IS THE FIRST PROMINENT ROAD N.
 BK1143'
 BK1143'A 126-FOOT SIGNAL AT TEN MILE IS VISIBLE AT 25 FEET, A 126-FOOT
 BK1143'SIGNAL AT MILL IS VISIBLE AT 58 FEET, A 126-FOOT SIGNAL AT
 BK1143'RICHEY IS VISIBLE AT 72 FEET, A 126-FOOT SIGNAL AT BUNDICK
 BK1143'IS VISIBLE AT 72 FEET, AND A 126-FOOT SIGNAL AT SUGARTOWN
 BK1143'IS VISIBLE AT 72 FEET.
 BK1143
 BK1143                          STATION RECOVERY (1936)
 BK1143
 BK1143'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK1143'RECOVERED AS DESCRIBED.  ADDITION--300 FEET NE OF DIPPING VAT.
 BK1143
 BK1143                          STATION RECOVERY (1964)
 BK1143
 BK1143'RECOVERY NOTE BY US AIR FORCE 1964
 BK1143'STATION WAS RECOVERED AS DESCRIBED.  ROAD ALONG SIDE STATION
 BK1143'NO LONGER EXISTS, IT HAS COMPLETELY GROWN OVER.
 BK1143
 BK1143                          STATION RECOVERY (1965)
 BK1143
 BK1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK1143'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BK1143'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.
 BK1143'THEREFORE A NEW AZIMUTH MARK WAS ESTABLISHED.  A CHECK WAS
 BK1143'MADE TO THE REFERENCE MARKS FOR DISTANCE AND DIRECTION, THE
 BK1143'DISTANCE CHECKED BUT A SLIGHT DIFFERENCE WAS FOUND IN THE
 BK1143'DIRECTION.  THE 1935 LOCATION OF THE STATION IS ADEQUATE.
 BK1143'A NEW ROUTE TO THE STATION FOLLOWS.
 BK1143'
 BK1143'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BK1143'112 AND 113 IN SUGARTOWN, GO SOUTH ON HIGHWAY 113 FOR 4.8
 BK1143'MILES TO THE INTERSECTION OF STATE HIGHWAY 26.  TURN LEFT
 BK1143'ON STATE HIGHWAY 26 AND GO SOUTHEASTERLY FOR 4.5 MILES TO
 BK1143'THE JUNCTION OF STATE HIGHWAY 377 ON THE LEFT.  CONTINUE
 BK1143'STRAIGHT AHEAD ON STATE HIGHWAY 26 FOR 1.6 MILES TO THE
 BK1143'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON STATE
 BK1143'HIGHWAY 26 FOR 0.35 MILE TO A SIDE ROAD ON THE RIGHT (PARISH
 BK1143'ROUTE 1155) AND A WIRE GATE ON THE LEFT.  TURN LEFT PASSING
 BK1143'THROUGH GATE AND GO NORTHEAST ON A FIELD ROAD FOR 0.1 MILE
 BK1143'AND STATION ON THE RIGHT.
 BK1143'
 BK1143'AZIMUTH MARK IS 38-1/2 FEET SOUTH OF THE CENTER OF STATE
 BK1143'HIGHWAY 26, 2.7 FEET EAST OF METAL WITNESS POST WITH SIGN
 BK1143'ATTACHED AND 1-1/2 FEET NORTH OF FENCELINE.  IT IS MARKED
 BK1143'BY A STANDARD TRIANGULATION AZIMUTH MARK DISK SET IN THE
 BK1143'TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 BK1143'4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BK1143'MITTIE 1935 RESET 1965.
 BK1143'
 BK1143'HEIGHT OF LIGHT ABOVE STATION MARK 99.54 FEET.
 BK1143'
 BK1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 BK1143'MILES NORTHEAST OF MITTIE.
 BK1143
 BK1143                          STATION RECOVERY (1970)
 BK1143
 BK1143'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (DJT)
 BK1143'THE STATION WAS VISITED 8/5/70 AND THE STATION MARK, REFERENCE
 BK1143'MARK, NO. 1, NO. 2, AZIMUTH MARK AND ALL WERE FOUND IN GOOD
 BK1143'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK1143'
 BK1143'THE STATION IS LOCATED 12.5 MILES WEST OF OBERLIN, IN SECTION
 BK1143'7, T4S, R5W.  IT IS 48 FEET EAST OF THE CENTERLINE OF A PRIVATE
 BK1143'DRIVE, 19 FEET EAST OF A 3 STRAND BARBED WIRE FENCE, 4.6
 BK1143'FEET SOUTHWEST OF A STEEL WITNESS POST.
 BK1143'
 BK1143'IT IS A STANDARD TRIANGULATION DISK, STAMPED MITTIE 1935,
 BK1143'PROJECTING 4 INCHES.
 BK1143'
 BK1143'REFERENCE MARK NO. 1 IS 110 FEET SOUTHWEST OF THE STATION.
 BK1143'IT IS 32 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD,
 BK1143'70 FEET NORTHWEST OF A POWER POLE, 58 FEET SOUTHWEST OF A
 BK1143'3 STRAND BARBED WIRE FENCE, 1 FOOT EAST OF A STEEL WITNESS
 BK1143'POST.  IT IS A STANDARD DISK, STAMPED MITTIE NO. 1 1935,
 BK1143'PROJECTING 4 INCHES.
 BK1143'
 BK1143'REFERENCE MARK NO. 2 IS 106 FEET NORTHWEST OF THE STATION.
 BK1143'IT IS 25 FEET SOUTHWEST OF THE EDGE OF A DIRT ROAD, 55 FEET
 BK1143'SOUTHWEST OF A 3 STRAND BARBED WIRE FENCE, 0.8 FEET SOUTHEAST
 BK1143'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROADWAY.  IT
 BK1143'IS A STANDARD REFERENCE MARK DISK, STAMPED MITTIE NO. 2
 BK1143'1935, PROJECTING 4 INCHES.
 BK1143'
 BK1143'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 150.40
 BK1143'FEET.
 BK1143'
 BK1143'THE AZIMUTH MARK IS 0.35 MILE NORHTWEST OF THE STATION.  IT
 BK1143'IS 38.5 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 26,
 BK1143'1.5 FEET NORTH OF A 5 STRAND BARBED WIRE FENCE, 67 FEET
 BK1143'EAST OF A POWER POLE, 2.7 FEET EAST OF A STEEL WITNESS POST,
 BK1143'ABOUT LEVEL WITH THE ROADWAY.  IT IS A STANDARD AZIMUTH
 BK1143'MARK DISK, STAMPED MITTIE 1935 RESET 1965, PROJECTING 4 INCHES.
 BK1143'
 BK1143'THE AZIMUTH REFERENCE MARK IS 84 FEET NORHTWEST OF THE STATION.
 BK1143'IT IS 22 FEET EAST OF THE CENTERLINE OF A DIRT ROAD LEADING
 BK1143'NORTHWEST, 9 FEET SOUTHWEST OF A 3 STRAND BARBED WIRE FENCE,
 BK1143'5 FEET SOUTHWEST OF A STEEL WITNESS POST.  IT IS A STANDARD
 BK1143'AZIMUTH REFERENCE MARK DISK, STAMPED MITTIE RMA 1965, PROJECTING
 BK1143'4 INCHES.
 BK1143'
 BK1143'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD
 BK1143'DEPOT AT OBERLIN, GO 12.4 MILES ALONG STATE ROUTE 26 TO
 BK1143'THE MARKER ON THE RIGHT.
 BK1143'
 BK1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.5 MILE
 BK1143'WEST OF OBERLIN
 BK1143
 BK1143                          STATION RECOVERY (1974)
 BK1143
 BK1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK1143'THE STATION, REFERENCE MARKS 1,2 AND A AND THE AZIMUTH MARK
 BK1143'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 BK1143'TO REFERENCE MARKS 1 AND A CHECKED.  THE DISTANCE TO REFERENCE
 BK1143'MARK 2 WAS FOUND LONGER BY 0.009 METERS AND THE DIRECTION
 BK1143'WAS FOUND GREATER BY 01 MINUTE AND 32 SECONDS.  THE DIRECTION
 BK1143'TO THE AZIMUTH MARK WAS FOUND GREATER BY 06 SECONDS AND IS
 BK1143'NO LONGER VISIBLE FROM THE GROUND.  A COMPLETE NEW DESCRIPTION
 BK1143'FOLLOWS.
 BK1143'
 BK1143'STATION IS ABOUT 12 MILES NORTHWEST OF OBERLIN, 8 MILES
 BK1143'NORTHEAST OF DRY CREEK, 1-1/2 MILES NORTHWEST OF MITTIE,
 BK1143'JUST NORTH OF THE JUNCTION OF STATE HIGHWAYS 26 AND 1155,
 BK1143'ALONG THE EAST SIDE OF A GRAVELED ROAD AND ON PROPERTY OWNED
 BK1143'BY MR. JAMES ANDREWS, POST OFFICE BOX 48, DRY CREEK, LOUISIANA.
 BK1143'PHONE NUMBER 639-4419.
 BK1143'
 BK1143'TO REACH THE STATION FROM THE POST OFFICE IN MITTIE, GO
 BK1143'NORTHWEST ON STATE HIGHWAY 26 FOR 1.5 MILES TO THE JUNCTION
 BK1143'OF STATE HIGHWAY 1155 ON THE LEFT AND A GRAVELED ROAD ON
 BK1143'THE RIGHT.  (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE
 BK1143'NORTHWEST ON HIGHWAY 26 FOR 0.35 MILE TO THE MARK ON THE
 BK1143'LEFT JUST AFTER CROSSING A GAS PIPELINE RIGHT-OF-WAY).  TURN
 BK1143'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE
 BK1143'STATION ON THE RIGHT AS DESCRIBED.
 BK1143'
 BK1143'STATION MARKS, STAMPED MITTIE 1935, IS A STANDARD DISK SET
 BK1143'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BK1143'ABOVE THE GROUND.  THE 1935 DESCRIPTION STATES THAT THERE
 BK1143'IS AN UNDERGROUND MARK.  THEY ARE 127 FEET NORTH OF A POWER
 BK1143'POLE, 49 FEET EAST OF CENTER OF THE GRAVELED ROAD, 19 FEET
 BK1143'EAST OF A FENCE LINE, 4.5 FEET SOUTH OF A METAL WITNESS
 BK1143'POST AND BETWEEN THE FIRST AND SECOND ROW OF PINES TREES
 BK1143'FROM THE WEST WHICH RUNS NORTH AND SOUTH.
 BK1143'
 BK1143'REFERENCE MARK 1, STAMPED MITTIE 1935 NO 1, IS A STANDARD
 BK1143'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 BK1143'1-INCH ABOVE THE GROUND.  IT IS 70 FEET NORTHWEST OF A POWER
 BK1143'POLE, 29 FEET WEST OF CENTER OF THE GRAVELED ROAD, 10.5
 BK1143'FEET WEST OF A FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS
 BK1143'POST.
 BK1143'
 BK1143'REFERENCE MARK 2, STAMPED MITTIE 1935 NO 2, IS A STANDARD
 BK1143'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 BK1143'IT IS 151 FEET SOUTHWEST OF A POWER POLE, 23 FEET WEST OF
 BK1143'CENTER OF THE GRAVELED ROAD, 7 FEET WEST OF A FENCE LINE
 BK1143'AND 0.5 FOOT EAST OF A METAL WITNESS POST.
 BK1143'
 BK1143'MITTIE R.M. A, STAMPED MITTIE R.M. A 1965, IS A STANDARD
 BK1143'STATION MARK DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 BK1143'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 140 FEET SOUTH OF
 BK1143'A POWER POLE, 23 FEET EAST OF CENTER OF THE GRAVELED ROAD,
 BK1143'9 FEET WEST OF A FENCE LINE AND 4.7 FEET SOUTH OF A METAL
 BK1143'WITNESS POST.
 BK1143'
 BK1143'AZIMUTH MARK, STAMPED MITTIE 1935 RESET 1965, IS A STANDARD
 BK1143'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 6
 BK1143'INCHES ABOVE THE GROUND.  IT IS 38.5 FEET SOUTHWEST OF CENTER
 BK1143'OF HIGHWAY 26, 2.6 FEET EAST OF A METAL WITNESS POST AND
 BK1143'1.5 FEET NORTHEAST OF A FENCE LINE.
 BK1143'
 BK1143'NOTE--THE 1965 TRAVERSE DISTANCE TO MITTIE R.M. A IS 83.99
 BK1143'FEET OR 25.600 METERS.
 BK1143'
 BK1143'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BK1143'
 BK1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 BK1143'MILES NORTHWEST OF MITTIE.
 BK1143
 BK1143                          STATION RECOVERY (1976)
 BK1143
 BK1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BK1143'12.5 MI W FROM OBERLIN.
 BK1143'ABOUT 12.4 MILES WEST ALONG WEST ALONG STATE ROUTE 26 FROM THE
 BK1143'MISSOURI PACIFIC RAILROAD STATION AT OBERLINE, THENCE 0.1 NORTHWEST
 BK1143'GRAVELED ROAD TO THE MARK ON THE RIGHT ON THE PROPERTY OF JAMES
 BK1143'ANDREWS.  IT IS 382 FEET NORTH OF THE CENTER OF THE INTERSECTION OF
 BK1143'STATE HIGHWAYS 1155 AND 26, 47 FEET EAST OF THE CENTER OF THE GRAVELED
 BK1143'ROAD, 19 FEET EAST OF A WIRE FENCE, 127 FEET NORTH OF A POWER POLE AND
 BK1143'4.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION
 BK1143'DISK STAMPED MITTIE 1935 AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1146 ***********************************************************************
 BK1146  DESIGNATION -  MITTIE RM 1
 BK1146  PID         -  BK1146
 BK1146  STATE/COUNTY-  LA/ALLEN
 BK1146  USGS QUAD   -  MITTIE (1993)
 BK1146
 BK1146                         *CURRENT SURVEY CONTROL
 BK1146  ___________________________________________________________________
 BK1146* NAD 83(1986)-  30 43 13.     (N)    092 55 33.     (W)     SCALED    
 BK1146* NAVD 88     -        38.45   (+/-2cm)     126.1    (feet)  VERTCON   
 BK1146  ___________________________________________________________________
 BK1146  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK1146
 BK1146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1146
 BK1146.The horizontal coordinates were scaled from a topographic map and have
 BK1146.an estimated accuracy of +/- 6 seconds.
 BK1146
 BK1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1146.The vertical order pertains to the NGVD 29 superseded value.
 BK1146
 BK1146.The geoid height was determined by GEOID03.
 BK1146
 BK1146;                    North         East    Units  Estimated Accuracy
 BK1146;SPC LA S     -   247,170.      847,470.      MT  (+/- 180 meters Scaled)
 BK1146
 BK1146                          SUPERSEDED SURVEY CONTROL
 BK1146
 BK1146  NGVD 29 (??/??/??)   38.464  (m)          126.19   (f) ADJUSTED    2 0
 BK1146
 BK1146.Superseded values are not recommended for survey control.
 BK1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1146.See file dsdata.txt to determine how the superseded data were derived.
 BK1146
 BK1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP071986(NAD 83)
 BK1146_MARKER: DR = REFERENCE MARK DISK
 BK1146_SETTING: 0 = UNSPECIFIED SETTING
 BK1146_STAMPING: MITTIE NO 1 1935
 BK1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1146
 BK1146  HISTORY     - Date     Condition        Report By
 BK1146  HISTORY     - 1935     MONUMENTED       CGS
 BK1146  HISTORY     - 1976     GOOD             NGS
 BK1146
 BK1146                          STATION DESCRIPTION
 BK1146
 BK1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BK1146'12.5 MI W FROM OBERLIN.
 BK1146'ABOUT 12.5 MILES WEST ALONG STATE HIGHWAY 26 FROM THE MISSOURI PACIFIC
 BK1146'RAILROAD STATION IN OBERLIN, THENCE 0.1 MILE NORTH ALONG A GRAVELED
 BK1146'ROAD TO THE MARK ON THE LEFT.  IT IS 303 FEET NORTH OF THE CENTER OF
 BK1146'STATE HIGHWAY 26, 70 FEET NORTHWEST OF A POWER POLE, 11 FEET WEST OF A
 BK1146'FENCE LINE 30 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 BK1146'EAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 BK1146'MITTIE NO 1 1935, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1145 ***********************************************************************
 BK1145  DESIGNATION -  MITTIE RM 2
 BK1145  PID         -  BK1145
 BK1145  STATE/COUNTY-  LA/ALLEN
 BK1145  USGS QUAD   -  MITTIE (1993)
 BK1145
 BK1145                         *CURRENT SURVEY CONTROL
 BK1145  ___________________________________________________________________
 BK1145* NAD 83(1986)-  30 43 13.     (N)    092 55 33.     (W)     SCALED    
 BK1145* NAVD 88     -        38.46   (+/-2cm)     126.2    (feet)  VERTCON   
 BK1145  ___________________________________________________________________
 BK1145  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK1145
 BK1145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1145
 BK1145.The horizontal coordinates were scaled from a topographic map and have
 BK1145.an estimated accuracy of +/- 6 seconds.
 BK1145
 BK1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1145.The vertical order pertains to the NGVD 29 superseded value.
 BK1145
 BK1145.The geoid height was determined by GEOID03.
 BK1145
 BK1145;                    North         East    Units  Estimated Accuracy
 BK1145;SPC LA S     -   247,170.      847,470.      MT  (+/- 180 meters Scaled)
 BK1145
 BK1145                          SUPERSEDED SURVEY CONTROL
 BK1145
 BK1145  NGVD 29 (??/??/??)   38.480  (m)          126.25   (f) ADJUSTED    2 0
 BK1145
 BK1145.Superseded values are not recommended for survey control.
 BK1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1145.See file dsdata.txt to determine how the superseded data were derived.
 BK1145
 BK1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP071986(NAD 83)
 BK1145_MARKER: DR = REFERENCE MARK DISK
 BK1145_SETTING: 0 = UNSPECIFIED SETTING
 BK1145_STAMPING: MITTIE NO 2 1935
 BK1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1145
 BK1145  HISTORY     - Date     Condition        Report By
 BK1145  HISTORY     - 1935     MONUMENTED       CGS
 BK1145  HISTORY     - 1976     GOOD             NGS
 BK1145
 BK1145                          STATION DESCRIPTION
 BK1145
 BK1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BK1145'12.5 MI W FROM OBERLIN.
 BK1145'ABOUT 12.5 MILES WEST ALONG STATE HIGHWAY 26 FROM THE MISSOURI PACIFIC
 BK1145'RAILROAD STATION IN OBERLIN, THENCE 0.1 MILE NORTHWEST ALONG A
 BK1145'GRAVELED ROAD TO THE MARK ON THE RIGHT.  IT IS 151 FEET SOUTH OF A
 BK1145'POWER POLE, 25 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 7 FEET
 BK1145'WEST OF A WIRE FENCE, AND 0.5 FEET EAST OF A METAL WITNESS POST.  IT
 BK1145'IS A REFERENCE MARK DISK STAMPED MITTIE NO 2 1935 FLUSH WITH THE
 BK1145'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1148 ***********************************************************************
 BK1148  DESIGNATION -  MITTIE RM 3
 BK1148  PID         -  BK1148
 BK1148  STATE/COUNTY-  LA/ALLEN
 BK1148  USGS QUAD   -  MITTIE (1993)
 BK1148
 BK1148                         *CURRENT SURVEY CONTROL
 BK1148  ___________________________________________________________________
 BK1148* NAD 83(1986)-  30 43 22.     (N)    092 55 53.     (W)     SCALED    
 BK1148* NAVD 88     -        33.35   (+/-2cm)     109.4    (feet)  VERTCON   
 BK1148  ___________________________________________________________________
 BK1148  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK1148
 BK1148  VERT ORDER  -  THIRD (See Below)
 BK1148
 BK1148.The horizontal coordinates were scaled from a topographic map and have
 BK1148.an estimated accuracy of +/- 6 seconds.
 BK1148
 BK1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1148.The vertical order pertains to the NGVD 29 superseded value.
 BK1148
 BK1148.The geoid height was determined by GEOID03.
 BK1148
 BK1148;                    North         East    Units  Estimated Accuracy
 BK1148;SPC LA S     -   247,460.      846,940.      MT  (+/- 180 meters Scaled)
 BK1148
 BK1148                          SUPERSEDED SURVEY CONTROL
 BK1148
 BK1148  NGVD 29 (??/??/??)   33.37   (m)          109.5    (f) RESET       3  
 BK1148
 BK1148.Superseded values are not recommended for survey control.
 BK1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1148.See file dsdata.txt to determine how the superseded data were derived.
 BK1148
 BK1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP065988(NAD 83)
 BK1148_MARKER: DR = REFERENCE MARK DISK
 BK1148_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BK1148+WITH SETTING: INTO GROUND
 BK1148_STAMPING: MITTIE NO 3 1976
 BK1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1148+STABILITY: SURFACE MOTION
 BK1148
 BK1148  HISTORY     - Date     Condition        Report By
 BK1148  HISTORY     - 1976     MONUMENTED       NGS
 BK1148
 BK1148                          STATION DESCRIPTION
 BK1148
 BK1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BK1148'12.65 MI W FROM OBERLIN.
 BK1148'LOCATED 12.65 MILES WEST ALONG STATE HIGHWAY 26 FROM THE MISSOURI
 BK1148'PACIFIC RAILROAD STATION IN OBERLIN, 50 FEET SOUTH OF THE CENTER OF
 BK1148'THE HIGHWAY, 360 FEET SOUTHWEST OF THE PIPE LINE CROSSING THE HIGHWAY,
 BK1148'344 FEET SOUTHWEST OF A VENT IN THE PIPELINE CROSSING, 48 FEET WEST OF
 BK1148'THE FIRST POWER POLE WEST OF THE PIPE LINE, 1 FOOT NORTH OF A FENCE
 BK1148'LINE, 0.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BK1148'DISK STAMPED MITTIE NO 3 1976, CRIMPED ON THE TOP OF A 4 FOOT
 BK1148'COPPERWELD ROD SECTION ENCASED IN A 4-INCH PLASTIC PIPE FLUSH WITH THE
 BK1148'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1144 ***********************************************************************
 BK1144  DESIGNATION -  MITTIE RM A
 BK1144  PID         -  BK1144
 BK1144  STATE/COUNTY-  LA/ALLEN
 BK1144  USGS QUAD   -  MITTIE (1993)
 BK1144
 BK1144                         *CURRENT SURVEY CONTROL
 BK1144  ___________________________________________________________________
 BK1144* NAD 83(1992)-  30 43 14.16177(N)    092 55 33.32345(W)     ADJUSTED  
 BK1144* NAVD 88     -        38.58   (+/-2cm)     126.6    (feet)  VERTCON   
 BK1144  ___________________________________________________________________
 BK1144  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BK1144  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK1144
 BK1144  HORZ ORDER  -  FIRST
 BK1144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1144
 BK1144.The horizontal coordinates were established by classical geodetic methods
 BK1144.and adjusted by the National Geodetic Survey in January 1993..
 BK1144
 BK1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1144.The vertical order pertains to the NGVD 29 superseded value.
 BK1144
 BK1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1144
 BK1144.The geoid height was determined by GEOID03.
 BK1144
 BK1144;                    North         East     Units Scale Factor Converg.
 BK1144;SPC LA S     -   247,207.312   847,463.461   MT  1.00000445   -0 47 46.7
 BK1144;SPC LA S     -   811,045.99  2,780,386.37   sFT  1.00000445   -0 47 46.7
 BK1144;UTM  15      - 3,398,640.462   507,092.358   MT  0.99960062   +0 02 16.2
 BK1144
 BK1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1144!SPC LA S     -   0.99999820  x   1.00000445  =   1.00000265
 BK1144!UTM  15      -   0.99999820  x   0.99960062  =   0.99959882
 BK1144
 BK1144:                Primary Azimuth Mark                     Grid Az
 BK1144:SPC LA S     -  PINE                                     085 12 05.7
 BK1144:UTM  15      -  PINE                                     084 22 02.8
 BK1144
 BK1144|---------------------------------------------------------------------|
 BK1144| PID    Reference Object                     Distance      Geod. Az  |
 BK1144|                                                           dddmmss.s |
 BK1144| BK2992 PINE                                APPROX. 7.9 KM 0842419.0 |
 BK1144| BK1143 MITTIE                               25.600 METERS 16117     |
 BK1144| BK1147 MITTIE AZ MK RESET                                 2942043.8 |
 BK1144|---------------------------------------------------------------------|
 BK1144
 BK1144                          SUPERSEDED SURVEY CONTROL
 BK1144
 BK1144  NAD 83(1986)-  30 43 14.18088(N)    092 55 33.31617(W) AD(       ) 1
 BK1144  NAD 27      -  30 43 13.47433(N)    092 55 32.76582(W) AD(       ) 1
 BK1144  NGVD 29 (??/??/??)   38.599  (m)          126.64   (f) ADJUSTED    2 0
 BK1144
 BK1144.Superseded values are not recommended for survey control.
 BK1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1144.See file dsdata.txt to determine how the superseded data were derived.
 BK1144
 BK1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0709298640(NAD 83)
 BK1144_MARKER: DR = REFERENCE MARK DISK
 BK1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK1144_STAMPING: MITTIE RM A 1965
 BK1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1144
 BK1144  HISTORY     - Date     Condition        Report By
 BK1144  HISTORY     - 1965     MONUMENTED       CGS
 BK1144  HISTORY     - 1976     GOOD             NGS
 BK1144
 BK1144                          STATION DESCRIPTION
 BK1144
 BK1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK1144'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 BK1144'TRIANGULATION STATION MITTIE 1935.
 BK1144'
 BK1144'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK,
 BK1144'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 2
 BK1144'INCHES AND IS STAMPED MITTIE RM A 1965.  IT IS
 BK1144'24 FEET EAST OF CENTER OF A TRACK ROAD, 29.5 FEET WEST OF A
 BK1144'TRIANGLE BLAZED PINE TREE AND 5.2 FEET SOUTH-SOUTHWEST OF A
 BK1144'METAL WITNESS POST.
 BK1144'
 BK1144'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MITTIE
 BK1144'1935.
 BK1144
 BK1144                          STATION RECOVERY (1976)
 BK1144
 BK1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BK1144'12.5 MI W FROM OBERLIN.
 BK1144'ABOUT 12.4 MILES WEST ALONG STATE HIGHWAY 26 FROM THE MISSOURI PACIFIC
 BK1144'RAILROAD STATION IN OBERLIN, THENCE 0.1 MILE NORTHWEST ALONG A
 BK1144'GRAVELED ROAD TO THE MARK ON THE RIGHT ON THE PROPERTY OWNED BY MR.
 BK1144'JAMES ANDREWS.  IT IS 140 FEET SOUTH OF A POWER POLE, 9 FEET WEST OF A
 BK1144'FENCE LINE, 550 FEET NORTH OF THE CENTER OF THE HIGHWAY, 20 FEET EAST
 BK1144'OF THE CENTER OF THE GRAVEL ROAD, 5 FEET SOUTH OF A METAL WITNESS
 BK1144'POST.  IT IS A REFERENCE MARK DISK STAMPED MITTIE RM A 1965,
 BK1144'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2968 ***********************************************************************
 CP2968  DESIGNATION -  MIXON
 CP2968  PID         -  CP2968
 CP2968  STATE/COUNTY-  LA/FRANKLIN
 CP2968  USGS QUAD   -  DUNN (1987)
 CP2968
 CP2968                         *CURRENT SURVEY CONTROL
 CP2968  ___________________________________________________________________
 CP2968* NAD 83(1992)-  32 22 48.34798(N)    091 37 20.65234(W)     ADJUSTED  
 CP2968* NAVD 88     -        25.9    (meters)      85.     (feet)  VERTCON   
 CP2968  ___________________________________________________________________
 CP2968  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CP2968  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP2968
 CP2968  HORZ ORDER  -  FIRST
 CP2968
 CP2968.The horizontal coordinates were established by classical geodetic methods
 CP2968.and adjusted by the National Geodetic Survey in May 1994..
 CP2968
 CP2968.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2968
 CP2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2968
 CP2968.The geoid height was determined by GEOID03.
 CP2968
 CP2968;                    North         East     Units Scale Factor Converg.
 CP2968;SPC LA N     -   208,792.718 1,082,577.668   MT  0.99994720   +0 27 50.3
 CP2968;SPC LA N     -   685,014.11  3,551,756.90   sFT  0.99994720   +0 27 50.3
 CP2968;UTM  15      - 3,583,402.196   629,587.067   MT  0.99980708   +0 44 16.3
 CP2968
 CP2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2968!SPC LA N     -   1.00000005  x   0.99994720  =   0.99994725
 CP2968!UTM  15      -   1.00000005  x   0.99980708  =   0.99980713
 CP2968
 CP2968|---------------------------------------------------------------------|
 CP2968| PID    Reference Object                     Distance      Geod. Az  |
 CP2968|                                                           dddmmss.s |
 CP2968| CY5068 MIXON RM 1                                         04831     |
 CP2968| CY5067 MIXON AZ MK                                        0524625.3 |
 CP2968| CY5070 MIXON RM 3                           29.794 METERS 05418     |
 CP2968| CP2961 DELHI MUNICIPAL TANK                APPROX.14.9 KM 0552526.5 |
 CP2968| CP2983 DUPREE RM 3                         APPROX.10.8 KM 0971821.9 |
 CP2968| CY5071 MIXON RM 4                           34.220 METERS 12045     |
 CP2968| CY5069 MIXON RM 2                           60.480 METERS 30251     |
 CP2968|---------------------------------------------------------------------|
 CP2968
 CP2968                          SUPERSEDED SURVEY CONTROL
 CP2968
 CP2968  NAD 83(1992)-  32 22 48.34920(N)    091 37 20.65186(W) AD(       ) 1
 CP2968  NAD 83(1986)-  32 22 48.36061(N)    091 37 20.64563(W) AD(       ) 1
 CP2968  NAD 27      -  32 22 47.83840(N)    091 37 20.20687(W) AD(       ) 1
 CP2968  NGVD 29 (07/19/86)   25.9    (m)           85.     (f) VERT ANG       
 CP2968
 CP2968.Superseded values are not recommended for survey control.
 CP2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2968.See file dsdata.txt to determine how the superseded data were derived.
 CP2968
 CP2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2958783402(NAD 83)
 CP2968_MARKER: DS = TRIANGULATION STATION DISK
 CP2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2968
 CP2968  HISTORY     - Date     Condition        Report By
 CP2968  HISTORY     - 1931     MONUMENTED       CGS
 CP2968  HISTORY     - 1937     GOOD             LAGS
 CP2968  HISTORY     - 1971     GOOD             NGS
 CP2968
 CP2968                          STATION DESCRIPTION
 CP2968
 CP2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CP2968'STATION IS ABOUT 10 MILES SE OF RAYVILLE, 9 MILES SW OF DELHI,
 CP2968'AND 11 MILES NE OF BASKIN, ON PROPERTY OF THE WYATT LUMBER
 CP2968'COMPANY OF RUSTON.
 CP2968'
 CP2968'TO REACH FROM THE RAILROAD CROSSING IN DELHI, GO 4.7 MILES S ON
 CP2968'ROUTE 16 TO INTERSECTION WITH DIRT ROAD, TURN RIGHT AND FOLLOW
 CP2968'THIS DIRT ROAD W 7.5 MILES TO THE MIXON SCHOOL.  STATION IS
 CP2968'40 METERS (131 FEET) W OF THE NW CORNER OF SCHOOLHOUSE, 25
 CP2968'METERS (82 FEET) S OF CENTER LINE OF ROAD, AND 10 METERS
 CP2968'(33 FEET) NNW OF A 12-INCH BLAZED PINE TREE.
 CP2968'
 CP2968'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2968'DISKS SET IN CONCRETE.
 CP2968'
 CP2968'REFERENCE MARK NO. 1 IS 1 FOOT SE OF WIRE FENCE, IN A PASTURE,
 CP2968'15 METERS (49 FEET) NE OF GATE AND ROAD LEADING INTO THE PASTURE,
 CP2968'ABOUT 12 METERS (39 FEET) SE OF CENTER LINE OF TRAVELED ROAD, AND
 CP2968'300 PACES FROM STATION, IN AZIMUTH 228 DEG 31 MIN 24 SEC.
 CP2968'
 CP2968'REFERENCE MARK NO. 2 IS 1 FOOT N OF WOVEN WIRE FENCE, ABOUT
 CP2968'10 METERS (33 FEET) N OF CENTER LINE OF TRAVELED ROAD, 15
 CP2968'METERS (49 FEET) E OF WHERE ROAD TURNS NW, AND 60.48 METERS
 CP2968'(198.4 FEET) FROM STATION IN AZIMUTH 122 DEG 51 MIN.
 CP2968
 CP2968                          STATION RECOVERY (1937)
 CP2968
 CP2968'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 CP2968'ORIGINAL DESCRIPTION ADEQUATE EXCEPT, THAT THE MIXON SCHOOLHOUSE
 CP2968'IS NOW A DWELLING HOUSE.
 CP2968
 CP2968                          STATION RECOVERY (1971)
 CP2968
 CP2968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2968'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 CP2968'CONDITION.  REFERENCE MARKS 1 AND 2 HAS BEEN DESTROYED.  NO
 CP2968'AZIMUTH MARK WAS ESTABLISHED IN 1931.  A NEW REFERENCE MARK 3,
 CP2968'REFERENCE MARK 4 AND AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 CP2968'DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CP2968'
 CP2968'THE STATION IS ABOUT 10.0 MILES NORTHEAST OF MANGHAM,
 CP2968'10.0 MILES SOUTHEAST OF RAYVILLE, 9.0 MILES SOUTHWEST OF DELHI,
 CP2968'IN THE SOUTHWEST 1/4 OF SECTION 11, T 16 N, R 8 E, AND ON LAND
 CP2968'OWNED BY MR. WALTER DIXON, 108 EAST TENNESEE, DELHI,
 CP2968'LOUISIANA, 71232.
 CP2968'
 CP2968'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20
 CP2968'AND STATE HIGHWAY 137 IN THE SOUTH EDGE OF RAYVILLE, GO SOUTH
 CP2968'ON STATE HIGHWAY 137 FOR 3.35 MILES TO THE JUNCTION OF
 CP2968'STATE HIGHWAY 584 ON THE LEFT.  TURN LEFT AND GO EAST ON
 CP2968'STATE HIGHWAY 584 FOR 3.85 MILES TO THE JUNCTION OF STATE
 CP2968'HIGHWAY 3048 ON THE LEFT AND THE END OF STATE HIGHWAY
 CP2968'584.  CONTINUE EAST ON A PAVED ROAD FOR 2.75 MILES TO WHERE
 CP2968'THE PAVED ROAD TURNS SOUTH.  TURN RIGHT AND GO SOUTH ON THE
 CP2968'PAVED ROAD FOR 1.75 MILES TO THE JUNCTION OF STATE HIGHWAY 132.
 CP2968'TURN LEFT AND GO EAST ON STATE HIGHWAY 132 FOR 1.7 MILES TO A
 CP2968'DRIVEWAY LEADING TO A SMALL WHITE BUILDING AND THE STATION ON
 CP2968'THE RIGHT.
 CP2968'
 CP2968'STATION MARKS ARE STANDARD DISKS STAMPED MIXON 1931.  THE
 CP2968'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CP2968'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 125
 CP2968'FEET WEST OF THE NORTHWEST CORNER OF THE WHITE BUILDING,
 CP2968'117 FEET WEST OF A 48-INCH OAK TREE, 79 FEET SOUTH-SOUTHEAST
 CP2968'OF THE CENTERLINE OF STATE HIGHWAY 132, 67 FEET SOUTH-SOUTHWEST
 CP2968'OF THE CENTER OF THE DRIVEWAY AND 19 FEET NORTH-NORTHEAST OF
 CP2968'A 20-INCH PINE TREE.  THE UNDERGROUND MARK IS SET IN THE TOP
 CP2968'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP2968'SURFACE.
 CP2968'
 CP2968'REFERENCE MARK 3, A STANDARD DISK STAMPED MIXON 1931 NO 3
 CP2968'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2968'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET NORTHWEST OF
 CP2968'THE 48-INCH OAK TREE, 44 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CP2968'STATE HIGHWAY 132, 38 FEET EAST-NORTHEAST OF THE CENTER OF THE
 CP2968'DRIVEWAY AND 5 FEET WEST-SOUTHWEST OF A 40-INCH OAK TREE.
 CP2968'
 CP2968'REFERENCE MARK 4, A STANDARD DISK STAMPED MIXON 1931 NO 4
 CP2968'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2968'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 69
 CP2968'FEET SOUTH-SOUTHWEST OF THE 48-INCH OAK TREE, 20 FEET EAST
 CP2968'OF A 10-INCH PINE TREE AND 18 FEET SOUTHWEST OF THE SOUTHWEST
 CP2968'CORNER OF THE WHITE BUILDING.
 CP2968'
 CP2968'THE AZIMUTH MARK, A STANDARD DISK STAMPED MIXON 1931 1971,
 CP2968'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2968'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 68
 CP2968'FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 132,
 CP2968'36 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 28 FEET
 CP2968'SOUTHEAST OF A METAL WITNESS POST AND FENCE AND 2 FEET
 CP2968'EAST-NORTHEAST OF A POWERLINE POLE WITH TRANSFORMER.
 CP2968'
 CP2968'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 CP2968'ON STATE HIGHWAY 132 FOR 0.1 MILE TO A DRIVEWAY AND THE
 CP2968'AZIMUTH MARK ON THE RIGHT.
 CP2968'
 CP2968'HEIGHT OF LIGHT ABOVE STATION MARK 126.4 FEET.
 CP2968'
 CP2968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2968'9.0 MILES SOUTHWEST OF DELHI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6235 ***********************************************************************
 AH6235  DESIGNATION -  MLK
 AH6235  PID         -  AH6235
 AH6235  STATE/COUNTY-  LA/TERREBONNE
 AH6235  USGS QUAD   -  HUMPHREYS (1980)
 AH6235
 AH6235                         *CURRENT SURVEY CONTROL
 AH6235  ___________________________________________________________________
 AH6235* NAD 83(1992)-  29 36 39.79823(N)    090 45 12.29925(W)     ADJUSTED  
 AH6235* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6235  **This station is located in a subsidence area (see below).
 AH6235  ___________________________________________________________________
 AH6235  X           -     -72,973.775 (meters)                     COMP
 AH6235  Y           -  -5,549,186.378 (meters)                     COMP
 AH6235  Z           -   3,132,951.085 (meters)                     COMP
 AH6235  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6235  ELLIP HEIGHT-         -23.79  (meters)          (02/21/02) GPS OBS
 AH6235  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH6235
 AH6235  HORZ ORDER  -  FIRST
 AH6235  ELLP ORDER  -  FIFTH     CLASS I
 AH6235
 AH6235.The horizontal coordinates were established by GPS observations
 AH6235.and adjusted by the National Geodetic Survey in December 1998..
 AH6235
 AH6235 ** The orthometric height has not been validated since last determined
 AH6235 ** by differential leveling and should not be used for control purposes.
 AH6235 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6235 ** area with valid NAVD 88 orthometric heights.
 AH6235 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6235 ** epoch indicated which incorporates improved geoid heights for the
 AH6235 ** Southern Louisiana Subsidence area.
 AH6235 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6235.The orthometric height was determined by GPS observations and a
 AH6235.high-resolution geoid model.
 AH6235
 AH6235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6235
 AH6235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6235
 AH6235.The ellipsoidal height was determined by GPS observations
 AH6235.and is referenced to NAD 83.
 AH6235
 AH6235.The geoid height was determined by GEOID03.
 AH6235
 AH6235;                    North         East     Units Scale Factor Converg.
 AH6235;SPC LA S     -   123,297.187 1,056,167.808   MT  0.99994874   +0 17 23.9
 AH6235;SPC LA S     -   404,517.52  3,465,110.55   sFT  0.99994874   +0 17 23.9
 AH6235;UTM  15      - 3,277,796.451   717,546.466   MT  1.00018398   +1 06 37.8
 AH6235
 AH6235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6235!SPC LA S     -   1.00000374  x   0.99994874  =   0.99995248
 AH6235!UTM  15      -   1.00000374  x   1.00018398  =   1.00018772
 AH6235
 AH6235                          SUPERSEDED SURVEY CONTROL
 AH6235
 AH6235  ELLIP H (12/17/98)  -23.74   (m)                       GP(       ) 4 2
 AH6235
 AH6235.Superseded values are not recommended for survey control.
 AH6235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6235.See file dsdata.txt to determine how the superseded data were derived.
 AH6235
 AH6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1754677796(NAD 83)
 AH6235_MARKER: I = METAL ROD
 AH6235_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6235_STAMPING: MLD
 AH6235_MARK LOGO: LA-109
 AH6235_PROJECTION: RECESSED 10 CENTIMETERS
 AH6235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6235+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6235_ROD/PIPE-DEPTH: 18.3 meters
 AH6235_SLEEVE-DEPTH  :  0.9 meters
 AH6235
 AH6235  HISTORY     - Date     Condition        Report By
 AH6235  HISTORY     - 1995     MONUMENTED       MPHI
 AH6235
 AH6235                          STATION DESCRIPTION
 AH6235
 AH6235'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6235'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6235'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6235'ON HWY 90 AND TRAVEL WEST FOR 0.5 MI (0.8 KM) TO INTERSECTION WITH HWY
 AH6235'3040. TURN RIGHT ON HWY 3040 AND TRAVEL WEST FOR 2.8 MI (4.5 KM) AND
 AH6235'THE STATION IS ON THE LEFT.  THE STATION IS A STAINLESS STEEL ROD
 AH6235'DRIVEN INTO THE GROUND. THE STATION IS 46.4 FT (14.1 M) SOUTHWEST FROM
 AH6235'THE CENTERLINE OF MARTIN LUTHER KING BLVD, 20.3 FT (6.2 M) NORTHWEST
 AH6235'FROM THE CENTERLINE OF CORPORATE DRIVE, 90.2 FT (27.5 M) NORTH FROM
 AH6235'THE CENTERLINE OF THE FIRE HYDRANT, 57.8 FT (17.6 M) NORTHEAST FROM
 AH6235'THE CENTERLINE OF THE METAL LIGHT POLE, AND 72.2 FT (22.0 M) NORTHEAST
 AH6235'FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2669 ***********************************************************************
 CQ2669  PACS        -  This is a Primary Airport Control Station.
 CQ2669  DESIGNATION -  MLU ARP 1955
 CQ2669  PID         -  CQ2669
 CQ2669  STATE/COUNTY-  LA/OUACHITA
 CQ2669  USGS QUAD   -  MONROE NORTH (1994)
 CQ2669
 CQ2669                         *CURRENT SURVEY CONTROL
 CQ2669  ___________________________________________________________________
 CQ2669* NAD 83(1992)-  32 30 28.21812(N)    092 02 20.70076(W)     ADJUSTED  
 CQ2669* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 CQ2669  ___________________________________________________________________
 CQ2669  X           -    -191,569.304 (meters)                     COMP
 CQ2669  Y           -  -5,380,592.797 (meters)                     COMP
 CQ2669  Z           -   3,408,054.570 (meters)                     COMP
 CQ2669  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CQ2669  ELLIP HEIGHT-          -3.12  (meters)          (02/14/02) GPS OBS
 CQ2669  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2669
 CQ2669  HORZ ORDER  -  B
 CQ2669  ELLP ORDER  -  FIFTH     CLASS II
 CQ2669
 CQ2669.This mark is at Monroe Airport (MLU)
 CQ2669
 CQ2669.The horizontal coordinates were established by GPS observations
 CQ2669.and adjusted by the National Geodetic Survey in January 1995..
 CQ2669
 CQ2669.The orthometric height was scaled from a topographic map.
 CQ2669
 CQ2669.GPS derived orthometric heights for airport stations designated as
 CQ2669.PACS or SACS are published to 2 decimal places.  This maintains
 CQ2669.centimeter relative accuracy between the PACS and SACS.  It does
 CQ2669.not indicate centimeter accuracy relative to other marks which are
 CQ2669.part of the NAVD 88 network.
 CQ2669
 CQ2669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2669
 CQ2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2669
 CQ2669.The ellipsoidal height was determined by GPS observations
 CQ2669.and is referenced to NAD 83.
 CQ2669
 CQ2669.The geoid height was determined by GEOID03.
 CQ2669
 CQ2669;                    North         East     Units Scale Factor Converg.
 CQ2669;SPC LA N     -   222,715.715 1,043,310.146   MT  0.99996764   +0 14 37.3
 CQ2669;SPC LA N     -   730,693.14  3,422,926.70   sFT  0.99996764   +0 14 37.3
 CQ2669;UTM  15      - 3,597,134.797   590,261.665   MT  0.99970046   +0 30 59.2
 CQ2669
 CQ2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2669!SPC LA N     -   1.00000049  x   0.99996764  =   0.99996813
 CQ2669!UTM  15      -   1.00000049  x   0.99970046  =   0.99970095
 CQ2669
 CQ2669:                Primary Azimuth Mark                     Grid Az
 CQ2669:SPC LA N     -  AP 1955 STA B                            232 25 43.9
 CQ2669:UTM  15      -  AP 1955 STA B                            232 09 22.0
 CQ2669
 CQ2669|---------------------------------------------------------------------|
 CQ2669| PID    Reference Object                     Distance      Geod. Az  |
 CQ2669|                                                           dddmmss.s |
 CQ2669| CQ2670 AP 1955 STA B                       APPROX. 0.8 KM 2324021.2 |
 CQ2669|---------------------------------------------------------------------|
 CQ2669
 CQ2669                          SUPERSEDED SURVEY CONTROL
 CQ2669
 CQ2669  ELLIP H (01/24/95)   -3.05   (m)                       GP(       ) 4 1
 CQ2669  NAD 83(1992)-  32 30 28.21775(N)    092 02 20.69997(W) AD(       ) 2
 CQ2669  NAD 83(1986)-  32 30 28.23140(N)    092 02 20.69313(W) AD(       ) 2
 CQ2669  NAD 27      -  32 30 27.71494(N)    092 02 20.21711(W) AD(       ) 2
 CQ2669  NGVD 29 (01/24/95)   22.91   (m)           75.2    (f) LEVELING    3  
 CQ2669
 CQ2669.Superseded values are not recommended for survey control.
 CQ2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2669.See file dsdata.txt to determine how the superseded data were derived.
 CQ2669
 CQ2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9026297135(NAD 83)
 CQ2669_MARKER: DT = TOPOGRAPHIC STATION DISK
 CQ2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2669_SP_SET: UNSPECIFIED
 CQ2669_STAMPING: ARP 1955
 CQ2669_MARK LOGO: CGS   
 CQ2669_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2669+STABILITY: SURFACE MOTION
 CQ2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2669+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1992
 CQ2669
 CQ2669  HISTORY     - Date     Condition        Report By
 CQ2669  HISTORY     - 1955     MONUMENTED       CGS
 CQ2669  HISTORY     - 1968     GOOD             CGS
 CQ2669  HISTORY     - 1971     GOOD             NGS
 CQ2669  HISTORY     - 19900615 GOOD             NGS
 CQ2669  HISTORY     - 19921209 GOOD             NGS
 CQ2669
 CQ2669                          STATION DESCRIPTION
 CQ2669
 CQ2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 CQ2669'LOCATED 203 FT. NW OF THE CENTER SHAFT OF THE WIND TETRAHEDRON,
 CQ2669'175 FT. EAST OF THE NORTH-SOUTH RUNWAY, AND 177 FT. SSW OF THE
 CQ2669'EDGE OF TAXIWAY.  A STANDARD TOPOGRAPHIC DISK, STAMPED ARP 1955,
 CQ2669'CEMENTED IN A DRILLHOLE AT THE TOP OF A 7 FT. SQUARE CONCRETE
 CQ2669'CATCHBASIN.
 CQ2669
 CQ2669                          STATION RECOVERY (1968)
 CQ2669
 CQ2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 CQ2669'RECOVERED AS DESCRIBED.
 CQ2669
 CQ2669                          STATION RECOVERY (1971)
 CQ2669
 CQ2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2669'RECOVERED AS PREVIOUSLY DESCRIBED IN THE AIRPORT SURVEY CONTROL
 CQ2669'DATA OF 1955.  THE ANGLE WAS OBSERVED BETWEEN STATIONS AP 1964
 CQ2669'STA B 2 AND AP 1955 STA B AND A GEODIMETER TRAVERSE WAS MADE TO
 CQ2669'EACH OF THE STATIONS.
 CQ2669
 CQ2669                          STATION RECOVERY (1990)
 CQ2669
 CQ2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CQ2669'THE STATION IS LOCATED 625.5 FT (190.7 M) NORTHWEST OF THE CENTER
 CQ2669'SHAFT OF THE WINDSOCK, 175 FT (53.3 M) EAST OF THE EAST EDGE OF RUNWAY
 CQ2669'17-35 AND 177 FT (53.9 M) SOUTH-SOUTHWEST OF THE SOUTH EDGE OF
 CQ2669'TAXIWAY.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1955, CEMENTED IN A
 CQ2669'DRILLHOLE IN THE TOP OF A 7 FOOT (2.1 M) SQUARE CONCRETE CATCHBASIN.
 CQ2669
 CQ2669                          STATION RECOVERY (1992)
 CQ2669
 CQ2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RAH)
 CQ2669'THE STATION IS LOCATED ON THE MONROE REGIONAL AIRPORT. TO REACH THE
 CQ2669'STATION FROM THE POST OFFICE IN MONROE PROCEED NORTH ON WOOD STREET
 CQ2669'FOR 0.35 MI (0.56 KM) TO THE INTERSECTION OF LEA JOYNER MEMORIAL
 CQ2669'EXPRESSWAY AND TURN RIGHT.  PROCEED ON LEA JOYNER MEMORIAL EXPRESSWAY
 CQ2669'FOR 0.2 MI (0.3 KM) TO THE ON RAMP FOR INTERSTATE HIGHWAY 20 EAST,
 CQ2669'PROCEED EASTERLY ON INTERSTATE HIGHWAY 20 FOR 2.7 MI (4.3 KM) TO EXIT
 CQ2669'120 (GARRETT ROAD/MONROE AIRPORT).  EXIT AND FOLLOW RAMP FOR 0.55 MI
 CQ2669'(0.89 KM) TO THE INTERSECTION OF GARRETT ROAD.  TURN LEFT AND PROCEED
 CQ2669'NORTHERLY ON GARRETT ROAD FOR 0.5 MI (0.8 KM) TO AN T INTERSECTION,
 CQ2669'TURN LEFT AND GO 0.15 MI (0.24 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT
 CQ2669'ONTO KANSAS LANE AND PROCEED FOR 0.45 MI (0.72 KM) TO A TRAFFIC LIGHT
 CQ2669'AT A RAILROAD CROSSSING AND ROAD ON THE RIGHT.  TURN RIGHT ONTO
 CQ2669'OPERATIONS ROAD AND PROCEED FOR 0.45 MI (0.72 KM) TO MCMAHAN AVIATION
 CQ2669'AND AN AIRPORT ENTRANCE GATE ON THE RIGHT.  PASS THROUGH THE GATE AND
 CQ2669'PROCEED SOUTH-EAST FOR 0.1 MI (0.2 KM) TO THE RAMP TAXIWAY AND PROCEED
 CQ2669'NORTH-EAST FOR 0.45 MI (0.72 KM) TO TAXIWAY -D- AND PROCEED 0.15 MI
 CQ2669'(0.24 KM) ON TAXIWAY -D- TO THE STATION ON THE RIGHT. THE STATION IS
 CQ2669'LOCATED 625.5 FT (190.7 M) NORTHWEST OF THE CENTER SHAFT OF THE
 CQ2669'WINDSOCK, 177.0 FT (53.9 M) SOUTH-SOUTHWEST OF THE SOUTH EDGE OF
 CQ2669'TAXIWAY -D- AND 175.0 FT (53.3 M) EAST OF THE EAST EDGE OF RUNWAY
 CQ2669'18/34. THE STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN A
 CQ2669'DRILLHOLE IN THE TOP OF A 7 FT (2.1 M) CONCRETE CATCH BASIN. ACCESS TO
 CQ2669'THE AIRFIELD MAY BE OBTAINED BY CONTACTING MR CLEVE NORRELL, AIRPORT
 CQ2669'DIRECTOR, 5400 OPERATIONS ROAD, MONROE, LA 71203. PHONE (318)
 CQ2669'329-2460, 2461 OR 2462.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3535 ***********************************************************************
 AA3535  SACS        -  This is a Secondary Airport Control Station.
 AA3535  DESIGNATION -  MLU C 1977
 AA3535  PID         -  AA3535
 AA3535  STATE/COUNTY-  LA/OUACHITA
 AA3535  USGS QUAD   -  MONROE NORTH (1994)
 AA3535
 AA3535                         *CURRENT SURVEY CONTROL
 AA3535  ___________________________________________________________________
 AA3535* NAD 83(1992)-  32 30 15.97030(N)    092 02 48.44865(W)     ADJUSTED  
 AA3535* NAVD 88     -        22.61   (meters)      74.2    (feet)  GPS OBS   
 AA3535  ___________________________________________________________________
 AA3535  X           -    -192,300.360 (meters)                     COMP
 AA3535  Y           -  -5,380,769.312 (meters)                     COMP
 AA3535  Z           -   3,407,736.210 (meters)                     COMP
 AA3535  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA3535  ELLIP HEIGHT-          -3.46  (meters)          (02/14/02) GPS OBS
 AA3535  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AA3535
 AA3535  HORZ ORDER  -  FIRST
 AA3535  ELLP ORDER  -  FIFTH     CLASS II
 AA3535
 AA3535.This mark is at Monroe Airport (MLU)
 AA3535
 AA3535.The horizontal coordinates were established by GPS observations
 AA3535.and adjusted by the National Geodetic Survey in January 1995..
 AA3535.No horizontal observational check was made to the station.
 AA3535
 AA3535.The orthometric height was determined by GPS observations and a
 AA3535.high-resolution geoid model.
 AA3535
 AA3535.GPS derived orthometric heights for airport stations designated as
 AA3535.PACS or SACS are published to 2 decimal places.  This maintains
 AA3535.centimeter relative accuracy between the PACS and SACS.  It does
 AA3535.not indicate centimeter accuracy relative to other marks which are
 AA3535.part of the NAVD 88 network.
 AA3535
 AA3535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3535
 AA3535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3535
 AA3535.The ellipsoidal height was determined by GPS observations
 AA3535.and is referenced to NAD 83.
 AA3535
 AA3535.The geoid height was determined by GEOID03.
 AA3535
 AA3535;                    North         East     Units Scale Factor Converg.
 AA3535;SPC LA N     -   222,335.390 1,042,587.467   MT  0.99996703   +0 14 22.6
 AA3535;SPC LA N     -   729,445.36  3,420,555.71   sFT  0.99996703   +0 14 22.6
 AA3535;UTM  15      - 3,596,751.139   589,540.997   MT  0.99969887   +0 30 44.1
 AA3535
 AA3535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3535!SPC LA N     -   1.00000054  x   0.99996703  =   0.99996757
 AA3535!UTM  15      -   1.00000054  x   0.99969887  =   0.99969941
 AA3535
 AA3535                          SUPERSEDED SURVEY CONTROL
 AA3535
 AA3535  ELLIP H (01/24/95)   -3.39   (m)                       GP(       ) 4 1
 AA3535  NGVD 29 (01/24/95)   22.54   (m)           74.0    (f) LEVELING    3  
 AA3535
 AA3535.Superseded values are not recommended for survey control.
 AA3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3535.See file dsdata.txt to determine how the superseded data were derived.
 AA3535
 AA3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8954196751(NAD 83)
 AA3535_MARKER: DD = SURVEY DISK
 AA3535_SETTING: 0 = UNSPECIFIED SETTING
 AA3535_SP_SET: UNSPECIFIED
 AA3535_STAMPING: MLU C 1977
 AA3535_MARK LOGO: NOS   
 AA3535_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3535+SATELLITE: SATELLITE OBSERVATIONS - 1977
 AA3535
 AA3535  HISTORY     - Date     Condition        Report By
 AA3535  HISTORY     - 1977     MONUMENTED       NOS
 AA3535  HISTORY     - 19900615 GOOD             NGS
 AA3535
 AA3535                          STATION DESCRIPTION
 AA3535
 AA3535'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (WTM)
 AA3535'THE STATION IS LOCATED ON THE MONROE REGIONAL AIRPORT. TO REACH THE
 AA3535'STATION FROM THE POST OFFICE IN MONROE PROCEED NORTH ON WOOD STREET
 AA3535'FOR 0.35 MI (0.56 KM) TO THE INTERSECTION OF LEA JOYNER MEMORIAL
 AA3535'EXPRESSWAY AND TURN RIGHT.  PROCEED ON LEA JOYNER MEMORIAL EXPRESSWAY
 AA3535'FOR 0.2 MI (0.3 KM) TO THE ON RAMP FOR INTERSTATE HIGHWAY 20 EAST,
 AA3535'PROCEED EASTERLY ON INTERSTATE HIGHWAY 20 FOR 2.7 MI (4.3 KM) TO EXIT
 AA3535'120 (GARRETT ROAD/MONROE AIRPORT).  EXIT AND FOLLOW RAMP FOR 0.55 MI
 AA3535'(0.89 KM) TO THE INTERSECTION OF GARRETT ROAD.  TURN LEFT AND PROCEED
 AA3535'NORTHERLY ON GARRETT ROAD FOR 0.5 MI (0.8 KM) TO AN T INTERSECTION,
 AA3535'TURN LEFT AND GO 0.15 MI (0.24 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT
 AA3535'ONTO KANSAS LANE AND PROCEED FOR 0.45 MI (0.72 KM) TO A TRAFFIC LIGHT
 AA3535'AT A RAILROAD CROSSSING AND ROAD ON THE RIGHT. TURN RIGHT ONTO
 AA3535'OPERATIONS ROAD AND PROCEED FOR 0.45 MI (0.72 KM) TO MCMAHAN AVIATION
 AA3535'AND AN AIRPORT ENTRANCE GATE ON THE RIGHT.  PASS THROUGH THE GATE AND
 AA3535'PROCEED SOUTH ACROSS THE SOUTH RAMP FOR 0.15 MI (0.24 KM) TO THE
 AA3535'STATION. THE STATION IS LOCATED ON AN ABANDON TAXIWAY NEAR RUNWAY END
 AA3535'04, 36.6 FT (11.2 M) SOUTH OF THE SOUTHWEST CORNER OF A SIGN TO RUNWAY
 AA3535'END 04, 91.7 FT (28.0 M) SOUTHWEST OF THE FOURTH TAXIWAY LIGHT
 AA3535'NORTHWEST OF RUNWAY END 04 AND 147.0 FT (44.8 M) NORTHWEST OF THE
 AA3535'THIRD TAXIWAY LIGHT NORTHWEST OF RUNWAY END 04. ACCESS TO THE AIRFIELD
 AA3535'MAY BE OBTAINED BY CONTACTING MR CLEVE NORRELL, AIRPORT DIRECTOR, 5400
 AA3535'OPERATIONS ROAD, MONROE, LA 71203. PHONE (318) 329-2460, 2461 OR 2462.
 AA3535
 AA3535                          STATION RECOVERY (1990)
 AA3535
 AA3535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA3535'THE STATION IS LOCATED IN THE SW PART OF THE MONROE MUNI AIRPORT ON AN
 AA3535'ABANDONED TAXIWAY NEAR RUNWAY END 4, 36.6 FT (11.2 M) SOUTH OF THE SE
 AA3535'CORNER OF A SIGN TO RUNWAY END 4, 91.7 FT (28.0 M) SW OF THE 4TH
 AA3535'TAXIWAY LIGHT NW OF RUNWAY END 4, 147.0 FT (44.8 M) NW OF THE 3RD
 AA3535'TAXIWAY LIGHT NW OF RUNWAY END 4.  THE STATION IS AN NOS DISK CEMENTED
 AA3535'IN A DRILL HOLE 1.3 FT (0.4 M) WEST OF THE EAST EDGE OF THE CLOSED
 AA3535'TAXIWAY, AND IT IS STAMPED MLU C 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0772 ***********************************************************************
 BJ0772  DESIGNATION -  MM 17
 BJ0772  PID         -  BJ0772
 BJ0772  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0772  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0772
 BJ0772                         *CURRENT SURVEY CONTROL
 BJ0772  ___________________________________________________________________
 BJ0772* NAD 83(1986)-  30 27 05.     (N)    091 12 38.     (W)     SCALED    
 BJ0772* NAVD 88     -         7.341  (meters)      24.08   (feet)  ADJUSTED  
 BJ0772  ___________________________________________________________________
 BJ0772  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0772  DYNAMIC HT  -           7.332 (meters)      24.06  (feet)  COMP
 BJ0772  MODELED GRAV-     979,339.8   (mgal)                       NAVD 88
 BJ0772
 BJ0772  VERT ORDER  -  FIRST     CLASS I
 BJ0772
 BJ0772.The horizontal coordinates were scaled from a topographic map and have
 BJ0772.an estimated accuracy of +/- 6 seconds.
 BJ0772
 BJ0772.The orthometric height was determined by differential leveling
 BJ0772.and adjusted by the National Geodetic Survey in February 1994..
 BJ0772
 BJ0772.The geoid height was determined by GEOID03.
 BJ0772
 BJ0772.The dynamic height is computed by dividing the NAVD 88
 BJ0772.geopotential number by the normal gravity value computed on the
 BJ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0772.degrees latitude (g = 980.6199 gals.).
 BJ0772
 BJ0772.The modeled gravity was interpolated from observed gravity values.
 BJ0772
 BJ0772;                    North         East    Units  Estimated Accuracy
 BJ0772;SPC LA S     -   216,310.    1,011,790.      MT  (+/- 180 meters Scaled)
 BJ0772
 BJ0772                          SUPERSEDED SURVEY CONTROL
 BJ0772
 BJ0772  NGVD 29 (??/??/??)    7.331  (m)           24.05   (f) ADJUSTED    1 1
 BJ0772
 BJ0772.Superseded values are not recommended for survey control.
 BJ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0772.See file dsdata.txt to determine how the superseded data were derived.
 BJ0772
 BJ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP718701(NAD 83)
 BJ0772_MARKER: DB = BENCH MARK DISK
 BJ0772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0772_SP_SET: FOUNDATION
 BJ0772_STAMPING: MM 17 1934
 BJ0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0772
 BJ0772  HISTORY     - Date     Condition        Report By
 BJ0772  HISTORY     - 1934     MONUMENTED       CGS
 BJ0772  HISTORY     - 1965     GOOD             CGS
 BJ0772  HISTORY     - 1976     GOOD             NGS
 BJ0772
 BJ0772                          STATION DESCRIPTION
 BJ0772
 BJ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0772'0.25 MI W FROM PORT ALLEN.
 BJ0772'ABOUT 0.25 MILE WEST ALONG COURT STREET FROM THE POST OFFICE AT PORT
 BJ0772'ALLEN, IN FRACTIONAL SECTION 88, T 7 S, R 12 E, ONE BLOCK SOUTH OF THE
 BJ0772'CROSSING OF STATE HIGHWAY 76 AND TEXAS-PACIFIC RAILROAD, 111 FEET WEST
 BJ0772'OF THE CENTER LINE OF STATE HIGHWAY 1, 102 FEET SOUTHEAST OF THE
 BJ0772'SOUTHEAST CORNER OF THE TEXAS AND PACIFIC RAILROAD STATION, 132 FEET
 BJ0772'EAST OF THE EAST RAIL OF THE MAIN TRACK, 76 FEET NORTH OF THE CENTER
 BJ0772'LINE OF AVENUE A, AT THE EAST SIDE OF A SMALL BRICK BUILDING, ABOUT
 BJ0772'1.0 FEET EAST OF THE EAST WALL OF THE BUILDING, AND SET IN THE TOP OF
 BJ0772'THE WEST SIDE OF A CONCRETE FOUNDATION AROUND A STEEL MAN HOLE COVER.
 BJ0772
 BJ0772                          STATION RECOVERY (1976)
 BJ0772
 BJ0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0772'AT PORT ALLEN, AT THE NORTHWEST CORNER OF THE JUNCTION OF STATE
 BJ0772'HIGHWAY 1 (SOUTH ALEXANDER AVENUE) AND AVENUE A, ONE BLOCK SOUTH OF
 BJ0772'THE JUNCTION OF COURT STREET, 55 FT WEST OF THE CENTER LINE OF THE
 BJ0772'HIGHWAY, 76 FT NORTH OF THE CENTER LINE OF AVENUE A, IN THE TOP OF
 BJ0772'THE WEST SIDE OF A CONCRETE FOUNDATION FOR A STEEL MANHOLE COVER,
 BJ0772'7.5 FT NORTH OF THE SOUTHEAST CORNER OF A SMALL BRICK BUILDING, 1.0
 BJ0772'FT EAST OF THE EAST WALL OF THE BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1440 ***********************************************************************
 BH1440  DESIGNATION -  MM 80
 BH1440  PID         -  BH1440
 BH1440  STATE/COUNTY-  LA/WASHINGTON
 BH1440  USGS QUAD   -  SUN (1983)
 BH1440
 BH1440                         *CURRENT SURVEY CONTROL
 BH1440  ___________________________________________________________________
 BH1440* NAD 83(1986)-  30 41 29.     (N)    089 55 00.     (W)     SCALED    
 BH1440* NAVD 88     -        32.28   (+/-2cm)     105.9    (feet)  VERTCON   
 BH1440  ___________________________________________________________________
 BH1440  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BH1440
 BH1440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1440
 BH1440.The horizontal coordinates were scaled from a topographic map and have
 BH1440.an estimated accuracy of +/- 6 seconds.
 BH1440
 BH1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1440.The vertical order pertains to the NGVD 29 superseded value.
 BH1440
 BH1440.The geoid height was determined by GEOID03.
 BH1440
 BH1440;                    North         East    Units  Estimated Accuracy
 BH1440;SPC LA S     -   243,750.    1,135,730.      MT  (+/- 180 meters Scaled)
 BH1440
 BH1440                          SUPERSEDED SURVEY CONTROL
 BH1440
 BH1440  NGVD 29 (??/??/??)   32.366  (m)          106.19   (f) ADJUSTED    2 0
 BH1440
 BH1440.Superseded values are not recommended for survey control.
 BH1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1440.See file dsdata.txt to determine how the superseded data were derived.
 BH1440
 BH1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU206990(NAD 83)
 BH1440_MARKER: DB = BENCH MARK DISK
 BH1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1440_STAMPING: MM 80 1935 (106)
 BH1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1440+STABILITY: SURFACE MOTION
 BH1440
 BH1440  HISTORY     - Date     Condition        Report By
 BH1440  HISTORY     - 1935     MONUMENTED       CGS
 BH1440  HISTORY     - 1955     GOOD             CGS
 BH1440  HISTORY     - 1977     MARK NOT FOUND   LADTD
 BH1440
 BH1440                          STATION DESCRIPTION
 BH1440
 BH1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1440'1.7 MI NW FROM RIO.
 BH1440'LOCATED 1.7 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BH1440'FROM THE STATION AT RIO, AT A PRIVATE ROAD CROSSING, LEADING NORTH TO
 BH1440'A FARM HOUSE, 74 FEET EAST OF THE SOUTHEAST CORNER OF BRIDGE NO.
 BH1440'66-19, 21 FEET SOUTH OF THE SOUTH RAIL AND 30 FEET EAST OF THE CENTER
 BH1440'OF THE DIRT ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BH1440'POST PROJECTING 8 INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BH1440'TRACK.  NOTE-- THE BRIDGE NUMBERED 66-20 IN THE 1935 DESCRIPTION IS
 BH1440'NOW 66-19 AND THE MARK IS 21 NOT 27 FEET SOUTH OF THE SOUTH RAIL OF
 BH1440'THE TRACK.
 BH1440
 BH1440                          STATION RECOVERY (1977)
 BH1440
 BH1440'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BH1440'SEARCHED FOR BUT NOT RECOVERED. DESTROYED BY TRAIN DERAILMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0905 ***********************************************************************
 AV0905  DESIGNATION -  MOAT
 AV0905  PID         -  AV0905
 AV0905  STATE/COUNTY-  LA/CAMERON
 AV0905  USGS QUAD   -  TEXAS POINT (1993)
 AV0905
 AV0905                         *CURRENT SURVEY CONTROL
 AV0905  ___________________________________________________________________
 AV0905* NAD 83(1992)-  29 42 30.81121(N)    093 50 34.05791(W)     ADJUSTED  
 AV0905* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 AV0905  ___________________________________________________________________
 AV0905  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AV0905  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0905
 AV0905  HORZ ORDER  -  SECOND
 AV0905
 AV0905.The horizontal coordinates were established by classical geodetic methods
 AV0905.and adjusted by the National Geodetic Survey in February 1996..
 AV0905
 AV0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0905
 AV0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0905
 AV0905.The geoid height was determined by GEOID03.
 AV0905
 AV0905;                    North         East     Units Scale Factor Converg.
 AV0905;SPC LA S     -   136,621.121   757,201.427   MT  0.99993868   -1 15 17.1
 AV0905;SPC LA S     -   448,231.13  2,484,251.68   sFT  0.99993868   -1 15 17.1
 AV0905;SPC TXSC     - 4,218,826.039 1,098,827.795   MT  0.99988443   +2 31 35.7
 AV0905;SPC TXSC     -13,841,265.10  3,605,070.86   sFT  0.99988443   +2 31 35.7
 AV0905;UTM  15      - 3,286,789.167   418,476.513   MT  0.99968200   -0 25 03.7
 AV0905
 AV0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0905!SPC LA S     -   1.00000410  x   0.99993868  =   0.99994278
 AV0905!SPC TXSC     -   1.00000410  x   0.99988443  =   0.99988853
 AV0905!UTM  15      -   1.00000410  x   0.99968200  =   0.99968610
 AV0905
 AV0905|---------------------------------------------------------------------|
 AV0905| PID    Reference Object                     Distance      Geod. Az  |
 AV0905|                                                           dddmmss.s |
 AV0905| CW1030 MOAT RM 1                             1.774 METERS 13039     |
 AV0905| AV0889 SABINE PASS JETTY CHAN RG R LT      APPROX. 1.2 KM 1640107.0 |
 AV0905| AV0887 SABINE PASS JETTY CHAN RG F LT      APPROX. 1.9 KM 1651213.8 |
 AV0905| CW1031 MOAT RM 2                             1.765 METERS 20832     |
 AV0905| AV0888 SLICK                               APPROX. 1.6 KM 2172424.1 |
 AV0905| AV0901 SABINE PASS CG LIFE BOAT STA        APPROX. 1.2 KM 2542129.0 |
 AV0905| AV0903 SABINE PASS TV STA KBMT MAST        APPROX. 2.0 KM 2865840.8 |
 AV0905| AV0911 SABINE PASS WATER TANK              APPROX. 6.0 KM 2992040.1 |
 AV0905| AV0897 SABINE PASS CG FM RAD MAST          APPROX. 3.5 KM 3082429.0 |
 AV0905| AV0898 SABINE PASS COAST GUARD LOT         APPROX. 3.5 KM 3083921.5 |
 AV0905| AV0895 SABINE PASS RADIO TOWER             APPROX. 1.0 KM 3154929.2 |
 AV0905|---------------------------------------------------------------------|
 AV0905
 AV0905                          SUPERSEDED SURVEY CONTROL
 AV0905
 AV0905  NAD 83(1992)-  29 42 30.81109(N)    093 50 34.05799(W) AD(       ) 2
 AV0905  NAD 83(1992)-  29 42 30.83044(N)    093 50 34.03821(W) AD(       ) 2
 AV0905  NAD 83(1986)-  29 42 30.83321(N)    093 50 34.04341(W) AD(       ) 2
 AV0905  NAD 27      -  29 42 30.04660(N)    093 50 33.45900(W) AD(       ) 2
 AV0905  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 AV0905
 AV0905.Superseded values are not recommended for survey control.
 AV0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0905.See file dsdata.txt to determine how the superseded data were derived.
 AV0905
 AV0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1847786789(NAD 83)
 AV0905_MARKER: Z = SEE DESCRIPTION
 AV0905_SETTING: 0 = UNSPECIFIED SETTING
 AV0905
 AV0905  HISTORY     - Date     Condition        Report By
 AV0905  HISTORY     - 1963     MONUMENTED       CGS
 AV0905
 AV0905                          STATION DESCRIPTION
 AV0905
 AV0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0905'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF SABINE PASS,
 AV0905'APPROXIMATELY 0.85 MILE NORTH OF THE LOUISIANA POINT, ABOUT
 AV0905'1 MILE SOUTHEAST OF THE OLD SABINE PASS LIGHTHOUSE AND UNDER
 AV0905'A FOUR LEGGED STEEL TOWER.  THIS TOWER IS THE NORTHWEST ONE OF
 AV0905'TWO IDENTICAL TOWER.
 AV0905'
 AV0905'REACH THE STATION FROM THE MAIN CROSSROAD IN SABINE PASS, GO
 AV0905'EASTERLY FOR 0.45 MILE TO A T INTERSECTION, TURN RIGHT AND GO
 AV0905'SOUTHERLY FOR 1.3 MILES TO THE NORTHEAST CORNER OF A FENCED
 AV0905'AREA AROUND THE NEW COAST GUARD STATION, CONTINUE SOUTHERLY
 AV0905'FOR 1.4 MILES TO A BRIDGE OVER A CANAL, CONTINUE SOUTHERLY
 AV0905'FOR 2.1 MILES TO A LARGE GRAVELED AREA ON THE LEFT AND STATION
 AV0905'SLICK.  A BOAT MAY BE LAUNCHED HERE.  AFTER LAUNCHING, HEAD
 AV0905'NORTHEAST ACROSS THE PASS TO A CABLE CROSSING SIGN.  THE
 AV0905'STATION IS UNDER THE STEEL TOWER EAST-SOUTHEAST OF THE SIGN.
 AV0905'THIS IS ABOUT A 0.3 MILE PACK.
 AV0905'
 AV0905'STATION MARK, IS A STAR DRILL DRIVEN IN THE TOP OF A 12 INCH
 AV0905'ROUND CREOSOTE PILLING WITH A CROSS ON THE TOP OF THE STAR DRILL
 AV0905'AND THE PILLING IS PROJECTING ABOUT 13 INCHES ABOVE THE GROUND.
 AV0905'THE MARK IS 5.3 FEET EAST OF THE WEST LEG OF THE TOWER, 4.3
 AV0905'FEET SOUTH OF A STANDARD CREOSOTE WITNESS POST AND 5.3 FEET WEST
 AV0905'OF THE EAST LEG OF THE TOWER.
 AV0905'
 AV0905'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK STAR DRILLED IN
 AV0905'THE SOUTHEAST LEG OF THE TOWER AND STAMPED MOAT NO 1 1963.
 AV0905'THE MARK IS 9.6 FEET SOUTH OF A STANDARD CREOSOTE WITNESS POST,
 AV0905'7.3 FEET WEST OF THE EAST LEG OF THE TOWER AND 10.2 FEET SOUTH
 AV0905'OF THE NORTH LEG OF THE TOWER.
 AV0905'
 AV0905'REFERENCE MARK 2, IS A STANDARD REFERENCE DISK SET IN A
 AV0905'DRILL HOLE IN THE TOP OF THE WEST LEG OF THE TOWER AND STAMPED
 AV0905'MOAT NO 2 1963.  THE MARK IS 6.4 FEET WEST OF THE STANDARD
 AV0905'CREOSOTE WITNESS POST, 7.3 FEET NORTH OF THE SOUTHEAST LEG OF
 AV0905'THE TOWER AND 7.5 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE
 AV0905'TOWER.
 AV0905'
 AV0905'HEIGHT OF LIGHT ABOVE STATION MARK 4.82 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2707 ***********************************************************************
 BX2707  DESIGNATION -  MOB 1919
 BX2707  PID         -  BX2707
 BX2707  STATE/COUNTY-  LA/RAPIDES
 BX2707  USGS QUAD   -  BOYCE (1992)
 BX2707
 BX2707                         *CURRENT SURVEY CONTROL
 BX2707  ___________________________________________________________________
 BX2707* NAD 83(1992)-  31 25 50.64829(N)    092 43 09.19260(W)     ADJUSTED  
 BX2707* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 BX2707  ___________________________________________________________________
 BX2707  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BX2707  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2707
 BX2707  HORZ ORDER  -  FIRST
 BX2707
 BX2707.The horizontal coordinates were established by classical geodetic methods
 BX2707.and adjusted by the National Geodetic Survey in January 1993..
 BX2707
 BX2707.The orthometric height was scaled from a topographic map.
 BX2707
 BX2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2707
 BX2707.The geoid height was determined by GEOID03.
 BX2707
 BX2707;                    North         East     Units Scale Factor Converg.
 BX2707;SPC LA N     -   103,217.154   979,159.281   MT  0.99995062   -0 06 57.2
 BX2707;SPC LA N     -   338,638.28  3,212,458.41   sFT  0.99995062   -0 06 57.2
 BX2707;UTM  15      - 3,477,373.954   526,683.752   MT  0.99960878   +0 08 47.1
 BX2707
 BX2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2707!SPC LA N     -   0.99999955  x   0.99995062  =   0.99995017
 BX2707!UTM  15      -   0.99999955  x   0.99960878  =   0.99960833
 BX2707
 BX2707:                Primary Azimuth Mark                     Grid Az
 BX2707:SPC LA N     -  ROCK                                     285 00 14.1
 BX2707:UTM  15      -  ROCK                                     284 44 29.8
 BX2707
 BX2707|---------------------------------------------------------------------|
 BX2707| PID    Reference Object                     Distance      Geod. Az  |
 BX2707|                                                           dddmmss.s |
 BX2707| BX2708 ROCK                                APPROX. 0.9 KM 2845316.9 |
 BX2707|---------------------------------------------------------------------|
 BX2707
 BX2707                          SUPERSEDED SURVEY CONTROL
 BX2707
 BX2707  NAD 83(1986)-  31 25 50.67161(N)    092 43 09.18522(W) AD(       ) 1
 BX2707  NAD 27      -  31 25 50.03741(N)    092 43 08.64919(W) AD(       ) 1
 BX2707
 BX2707.Superseded values are not recommended for survey control.
 BX2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2707.See file dsdata.txt to determine how the superseded data were derived.
 BX2707
 BX2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2668477374(NAD 83)
 BX2707_MARKER: S = SPIKE
 BX2707_SETTING: 0 = UNSPECIFIED SETTING
 BX2707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2707
 BX2707  HISTORY     - Date     Condition        Report By
 BX2707  HISTORY     - 1919     MONUMENTED       CGS
 BX2707  HISTORY     - 1934     MARK NOT FOUND   LAGS
 BX2707  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2707  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2707
 BX2707                          STATION DESCRIPTION
 BX2707
 BX2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2707'ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, ABOUT 1-1/4 MILES
 BX2707'W OF ZIMMERMAN, ABOUT 4-3/4 TELEGRAPH POLES W OF MILEBOARD
 BX2707'NO. 213, AND 12 METERS (39 FEET) N OF CENTER LINE OF MAIN
 BX2707'TRACK.  MARKED BY SPIKE IN 2-BY 4-INCH STAKE DRIVEN IN GROUND.
 BX2707
 BX2707                          STATION RECOVERY (1934)
 BX2707
 BX2707'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BX2707'STATION NOT RECOVERED.  THE STATION APPARENTLY HAS BEEN DESTROYED
 BX2707'OR COVERED IN THE CONSTRUCTION OF A NEW RAILWAY FILL.
 BX2707
 BX2707                          STATION RECOVERY (1935)
 BX2707
 BX2707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2707'STATION NOT RECOVERED.
 BX2707
 BX2707                          STATION RECOVERY (1999)
 BX2707
 BX2707'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0695 ***********************************************************************
 AV0695  DESIGNATION -  MOBIL 131 A
 AV0695  PID         -  AV0695
 AV0695  STATE/COUNTY-  LA/VERMILION
 AV0695  USGS QUAD   -  
 AV0695
 AV0695                         *CURRENT SURVEY CONTROL
 AV0695  ___________________________________________________________________
 AV0695* NAD 83(1992)-  29 03 55.83309(N)    092 10 32.65518(W)     ADJUSTED  
 AV0695* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0695  ___________________________________________________________________
 AV0695  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0695  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AV0695
 AV0695  HORZ ORDER  -  SECOND
 AV0695
 AV0695.The horizontal coordinates were established by classical geodetic methods
 AV0695.and adjusted by the National Geodetic Survey in January 1993..
 AV0695
 AV0695.The orthometric height was scaled from a topographic map.
 AV0695
 AV0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0695
 AV0695.The geoid height was determined by GEOID03.
 AV0695
 AV0695;                    North         East     Units Scale Factor Converg.
 AV0695;SPC LA S     -    62,987.801   917,964.850   MT  1.00005790   -0 25 16.4
 AV0695;SPC LA S     -   206,652.48  3,011,689.68   sFT  1.00005790   -0 25 16.4
 AV0695;UTM  15      - 3,215,523.894   580,233.907   MT  0.99967944   +0 24 01.6
 AV0695
 AV0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0695!SPC LA S     -   1.00000382  x   1.00005790  =   1.00006172
 AV0695!UTM  15      -   1.00000382  x   0.99967944  =   0.99968326
 AV0695
 AV0695|---------------------------------------------------------------------|
 AV0695| PID    Reference Object                     Distance      Geod. Az  |
 AV0695|                                                           dddmmss.s |
 AV0695| CW1035 MOBIL 131 A RM 2                      9.377 METERS 04442     |
 AV0695| TZ1694 HUMBLE 6 A                          APPROX.17.4 KM 1161517.4 |
 AV0695| CW1034 MOBIL 131 A RM 1                     14.750 METERS 32552     |
 AV0695|---------------------------------------------------------------------|
 AV0695
 AV0695                          SUPERSEDED SURVEY CONTROL
 AV0695
 AV0695  NAD 83(1986)-  29 03 55.85836(N)    092 10 32.63752(W) AD(       ) 2
 AV0695
 AV0695.Superseded values are not recommended for survey control.
 AV0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0695.See file dsdata.txt to determine how the superseded data were derived.
 AV0695
 AV0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8023415524(NAD 83)
 AV0695_MARKER: H = DRILL HOLE
 AV0695_SETTING: 0 = UNSPECIFIED SETTING
 AV0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0695
 AV0695  HISTORY     - Date     Condition        Report By
 AV0695  HISTORY     - 1963     MONUMENTED       CGS
 AV0695
 AV0695                          STATION DESCRIPTION
 AV0695
 AV0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0695'STATION IS LOCATED ON THE PLATFORM DECK OF AN OILWELL PLATFORM WHICH
 AV0695'IS OWNED BY THE MOBIL OIL COMPANY, IN THE VERMILION AREA, BLOCK 131,
 AV0695'ABOUT 35 MILES SOUTH-SOUTHWEST OF THE SOUTHWEST PASS LIGHTHOUSE, 52
 AV0695'MILES WEST-SOUTHWEST OF THE EUGENE ISLAND LIGHTHOUSE AND ABOUT 35
 AV0695'MILES SOUTH OF THE COASTLINE OF LOUSIANA.
 AV0695'
 AV0695'THE PLATFORM DECK MEASURES ABOUT 54 X 120 FEET AND IS ABOUT 36 FEET
 AV0695'ABOVE THE WATER.
 AV0695'
 AV0695'STATION IS MARKED BY A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES, IN
 AV0695'THE TOP OF THE MOST SOUTHWESTERLY 1 OF 2 STEEL SKID BEAMS WHICH ARE
 AV0695'IN A NORTHWEST-SOUTHEAST DIRECTION, STAMPED MOBIL 131-A 1963.  IT
 AV0695'IS 11 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PLATFORM DECK, 52
 AV0695'FEET SOUTHEAST OF THE NORTHWEST END OF THE DECK AND 79 FEET
 AV0695'NORTHWEST OF THE SOUTH CORNER OF OF THE DECK.
 AV0695'
 AV0695'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE WITH A CHISELED
 AV0695'ARROW THROUGH ITS CENTER, POINTING TOWARD THE STATION, STAMPED RM 1,
 AV0695'SURROUNDED BY 3 DRILL HOLES.  IT IS IN THE TOP OF THE SAME STEEL
 AV0695'SKID BEAM AS THE STATION MARK.  MARK IS 3.4 FEET SOUTHEAST OF THE
 AV0695'NORTHWEST EDGE OF THE DECK AND 10.7 FEET NORTHEAST OF THE SOUTHWEST
 AV0695'EDGE OF THE DECK.
 AV0695'
 AV0695'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE WITH A CHISELED
 AV0695'ARROW THROUGH ITS CENTER, POINTING TOWARD THE STATION, STAMPED RM 2,
 AV0695'SURROUNDED BY 3 DRILL HOLES.  IT IS IN THE TOP OF THE MOST
 AV0695'NORTHEASTERLY 1 OF 2 STEEL SKID BEAMS.  MARK IS 11 FEET SOUTHWEST
 AV0695'OF THE NORTHEAST EDGE OF THE DECK.
 AV0695'
 AV0695'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0847 ***********************************************************************
 AV0847  DESIGNATION -  MOBIL 163 1
 AV0847  PID         -  AV0847
 AV0847  STATE/COUNTY-  LA/CAMERON
 AV0847  USGS QUAD   -  
 AV0847
 AV0847                         *CURRENT SURVEY CONTROL
 AV0847  ___________________________________________________________________
 AV0847* NAD 83(1992)-  29 22 15.34601(N)    093 38 17.36621(W)     ADJUSTED  
 AV0847* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0847  ___________________________________________________________________
 AV0847  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AV0847  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AV0847
 AV0847  HORZ ORDER  -  THIRD
 AV0847
 AV0847.The horizontal coordinates were established by classical geodetic methods
 AV0847.and adjusted by the National Geodetic Survey in January 1993..
 AV0847
 AV0847.The orthometric height was scaled from a topographic map.
 AV0847
 AV0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0847
 AV0847.The geoid height was determined by GEOID03.
 AV0847
 AV0847;                    North         East     Units Scale Factor Converg.
 AV0847;SPC LA S     -    98,789.872   776,245.232   MT  0.99998574   -1 09 08.8
 AV0847;SPC LA S     -   324,113.11  2,546,731.23   sFT  0.99998574   -1 09 08.8
 AV0847;UTM  15      - 3,249,251.727   438,066.063   MT  0.99964733   -0 18 46.8
 AV0847
 AV0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0847!SPC LA S     -   1.00000403  x   0.99998574  =   0.99998977
 AV0847!UTM  15      -   1.00000403  x   0.99964733  =   0.99965135
 AV0847
 AV0847:                Primary Azimuth Mark                     Grid Az
 AV0847:SPC LA S     -  SUPERIOR A 2                             070 08 22.5
 AV0847:UTM  15      -  SUPERIOR A 2                             069 18 00.5
 AV0847
 AV0847|---------------------------------------------------------------------|
 AV0847| PID    Reference Object                     Distance      Geod. Az  |
 AV0847|                                                           dddmmss.s |
 AV0847| AV0844 SUPERIOR A 2                        APPROX.21.8 KM 0685913.7 |
 AV0847| CW1036 MOBIL 163 1 RM 1                     11.870 METERS 14853     |
 AV0847| CW1037 MOBIL 163 1 RM 2                      6.694 METERS 23829     |
 AV0847|---------------------------------------------------------------------|
 AV0847
 AV0847                          SUPERSEDED SURVEY CONTROL
 AV0847
 AV0847  NAD 83(1986)-  29 22 15.36947(N)    093 38 17.34835(W) AD(       ) 3
 AV0847
 AV0847.Superseded values are not recommended for survey control.
 AV0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0847.See file dsdata.txt to determine how the superseded data were derived.
 AV0847
 AV0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3806649252(NAD 83)
 AV0847_MARKER: H = DRILL HOLE
 AV0847_SETTING: 0 = UNSPECIFIED SETTING
 AV0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0847
 AV0847  HISTORY     - Date     Condition        Report By
 AV0847  HISTORY     - 1963     MONUMENTED       CGS
 AV0847
 AV0847                          STATION DESCRIPTION
 AV0847
 AV0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0847'STATION IS LOCATED IN THE WEST ADDITION OF THE WEST CAMERON AREA, IN
 AV0847'THE SOUTH 1/2 OF BLOCK 163, ON AN OIL WELL PLATFORM THAT IS
 AV0847'SUPPORTED BY A STEEL TUBULAR STRUCTURE WHICH MEASURES 30 X 46 FEET
 AV0847'AND IS ABOUT 60 FEET IN HEIGHT.
 AV0847'
 AV0847'STRUCTURE IS OWNED BY THE MOBIL OIL COMPANY.  IT IS LOCATED ABOUT
 AV0847'35 MILES SOUTH-SOUTHWEST OF CAMERON, LOUISIANA AND ABOUT 25 MILES
 AV0847'SOUTH OF THE COASTLINE OF LOUISIANA.
 AV0847'
 AV0847'STATION IS MARKED BY A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES,
 AV0847'IN THE TOP OF A STEEL I BEAM, STAMPED MOBIL 163 1 1963 AND IS FLUSH
 AV0847'WITH THE PLATFORM.  IT IS 6 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 AV0847'THE TOP OF A LADDER THAT LEADS TO THE TOP OF THE PLATFORM, 8.5 FEET
 AV0847'SOUTH OF THE NORTHWEST CORNER OF THE PLATFORM OVERHANG, 3.9
 AV0847'FEET SOUTH-SOUTHEAST OF THE NORTH-NORTHEAST EDGE OF THE
 AV0847'PLATFORM AND 3 FEET EAST-SOUTHEAST OF THE NORTHWEST EDGE OF THE
 AV0847'PLATFORM.
 AV0847'
 AV0847'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE, SURROUNDED BY 3
 AV0847'DRILL HOLES, IN THE TOP OF THE SECOND STEEL I BEAM COUNTING FROM THE
 AV0847'SOUTHEAST SIDE, STAMPED RM NO 1 AND IS ABOUT 2 INCHES BELOW THE
 AV0847'PLATFORM DECK.  IT IS 4 FEET WEST-NORTHWEST OF THE SOUTHEAST EDGE
 AV0847'OF THE PLATFORM DECK, 7.8 FEET WEST OF THE NORTHEAST CORNER OF THE
 AV0847'PLATFORM DECK AND 4.2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 AV0847'THE PLATFORM DECK.
 AV0847'
 AV0847'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE, SURROUNDED BY 3
 AV0847'DRILL HOLES, IN THE TOP OF A STEEL I BEAM THAT IS FLUSH WITH THE
 AV0847'PLATFORM DECK, STAMPED RM NO 2.  IT IS 5.6 FEET NORTHEAST OF THE
 AV0847'SOUTHWEST CORNER OF THE PLATFORM DECK AND 2.9 FEET EAST-NORTHEAST
 AV0847'OF THE NORTHWEST EDGE OF THE PLATFORM DECK.
 AV0847'
 AV0847'STATION WAS REACHED BY BOAT, FROM CAMERON, LOUISIANA.
 AV0847'
 AV0847'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0845 ***********************************************************************
 AV0845  DESIGNATION -  MOBIL 289 1
 AV0845  PID         -  AV0845
 AV0845  STATE/COUNTY-  LA/CAMERON
 AV0845  USGS QUAD   -  
 AV0845
 AV0845                         *CURRENT SURVEY CONTROL
 AV0845  ___________________________________________________________________
 AV0845* NAD 83(1992)-  29 21 04.69047(N)    093 37 32.50755(W)     ADJUSTED  
 AV0845* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0845  ___________________________________________________________________
 AV0845  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AV0845  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AV0845
 AV0845  HORZ ORDER  -  THIRD
 AV0845
 AV0845.The horizontal coordinates were established by classical geodetic methods
 AV0845.and adjusted by the National Geodetic Survey in January 1993..
 AV0845
 AV0845.The orthometric height was scaled from a topographic map.
 AV0845
 AV0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0845
 AV0845.The geoid height was determined by GEOID03.
 AV0845
 AV0845;                    North         East     Units Scale Factor Converg.
 AV0845;SPC LA S     -    96,590.628   777,411.256   MT  0.99998954   -1 08 46.4
 AV0845;SPC LA S     -   316,897.75  2,550,556.76   sFT  0.99998954   -1 08 46.4
 AV0845;UTM  15      - 3,247,070.547   439,263.774   MT  0.99964552   -0 18 24.1
 AV0845
 AV0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0845!SPC LA S     -   1.00000401  x   0.99998954  =   0.99999355
 AV0845!UTM  15      -   1.00000401  x   0.99964552  =   0.99964953
 AV0845
 AV0845                          SUPERSEDED SURVEY CONTROL
 AV0845
 AV0845  NAD 83(1986)-  29 21 04.71390(N)    093 37 32.48967(W) AD(       ) 3
 AV0845
 AV0845.Superseded values are not recommended for survey control.
 AV0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0845.See file dsdata.txt to determine how the superseded data were derived.
 AV0845
 AV0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3926447071(NAD 83)
 AV0845_MARKER: H = DRILL HOLE
 AV0845_SETTING: 0 = UNSPECIFIED SETTING
 AV0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0845
 AV0845  HISTORY     - Date     Condition        Report By
 AV0845  HISTORY     - 1963     MONUMENTED       CGS
 AV0845
 AV0845                          STATION DESCRIPTION
 AV0845
 AV0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0845'STATION NOT OCCUPIED.
 AV0845'
 AV0845'STATION IS LOCATED ABOUT 36 MILES SOUTHWEST OF CAMERON, 30 MILES
 AV0845'SOUTHEAST OF SABINE AND ABOUT 28 MILES SOUTH OF THE LOUISIANA
 AV0845'COASTLINE.  IT IS ON THE TOP PLATFORM OF OIL WELL PLATFORM LOCATED
 AV0845'IN THE THIRD BEAM EAST OF THE MOST WESTERLY SIDE, 3 FEET NORTH OF
 AV0845'THE END OF THE BEAM.  IT IS 28.6 FEET SOUTH OF STAIRWAYS AND 6.5
 AV0845'FEET EAST OF THE WEST CORNER.  THE STAMPING IN THE BEAM IS AS SKETCH
 AV0845'BELOW.
 AV0845'
 AV0845'STATION WAS REACHED BY BOAT FROM CAMERON, LOUISIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0846 ***********************************************************************
 AV0846  DESIGNATION -  MOBIL 289 2
 AV0846  PID         -  AV0846
 AV0846  STATE/COUNTY-  LA/CAMERON
 AV0846  USGS QUAD   -  
 AV0846
 AV0846                         *CURRENT SURVEY CONTROL
 AV0846  ___________________________________________________________________
 AV0846* NAD 83(1992)-  29 20 21.94019(N)    093 38 01.42229(W)     ADJUSTED  
 AV0846* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0846  ___________________________________________________________________
 AV0846  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AV0846  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AV0846
 AV0846  HORZ ORDER  -  THIRD
 AV0846
 AV0846.The horizontal coordinates were established by classical geodetic methods
 AV0846.and adjusted by the National Geodetic Survey in January 1993..
 AV0846
 AV0846.The orthometric height was scaled from a topographic map.
 AV0846
 AV0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0846
 AV0846.The geoid height was determined by GEOID03.
 AV0846
 AV0846;                    North         East     Units Scale Factor Converg.
 AV0846;SPC LA S     -    95,290.284   776,605.043   MT  0.99999189   -1 09 00.8
 AV0846;SPC LA S     -   312,631.54  2,547,911.71   sFT  0.99999189   -1 09 00.8
 AV0846;UTM  15      - 3,245,758.980   438,476.973   MT  0.99964670   -0 18 37.9
 AV0846
 AV0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0846!SPC LA S     -   1.00000401  x   0.99999189  =   0.99999590
 AV0846!UTM  15      -   1.00000401  x   0.99964670  =   0.99965071
 AV0846
 AV0846|---------------------------------------------------------------------|
 AV0846| PID    Reference Object                     Distance      Geod. Az  |
 AV0846|                                                           dddmmss.s |
 AV0846| CW1038 MOBIL 289 2 RM 1                     12.250 METERS 17117     |
 AV0846| CW1039 MOBIL 289 2 RM 2                      6.545 METERS 24658     |
 AV0846| AV0847 MOBIL 163 1                         APPROX. 3.5 KM 3525846.2 |
 AV0846|---------------------------------------------------------------------|
 AV0846
 AV0846                          SUPERSEDED SURVEY CONTROL
 AV0846
 AV0846  NAD 83(1986)-  29 20 21.96360(N)    093 38 01.40442(W) AD(       ) 3
 AV0846
 AV0846.Superseded values are not recommended for survey control.
 AV0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0846.See file dsdata.txt to determine how the superseded data were derived.
 AV0846
 AV0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3847745759(NAD 83)
 AV0846_MARKER: DD = SURVEY DISK
 AV0846_SETTING: 0 = UNSPECIFIED SETTING
 AV0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0846
 AV0846  HISTORY     - Date     Condition        Report By
 AV0846  HISTORY     - 1963     MONUMENTED       CGS
 AV0846
 AV0846                          STATION DESCRIPTION
 AV0846
 AV0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0846'STATION IS LOCATED ABOUT 38 MILES SOUTHWEST OF CAMERON, ABOUT 30
 AV0846'MILES SOUTHEAST OF SABINE, ABOUT 29 MILES SOUTH OF THE LOUISIANA
 AV0846'COASTLINE.  IT IS LOCATED ON AN OIL WELL PLATFORM IN THE GULF OF
 AV0846'MEXICO, IN FIELD 165 OF THE WEST ADDITION OF THE WEST CAMERON AREA
 AV0846'AND NEAR THE CENTER OF BLOCK 289.  IT IS 6 FEET SOUTHWEST OF THE
 AV0846'NORTHEAST CORNER OF PLATFORM.  AT THE OPENING OF STAIRWAY.  IT
 AV0846'IS 3 FEET SOUTHEAST OF THE NORTHWEST EDGE OF APRON AND 11.6
 AV0846'SOUTHWEST OF OIL WELL HEAD.  STATION IS MARKED BY A 3 INCH ROUND
 AV0846'STEEL DISK THAT IS WELDED TO THE STEEL DECK.  THE DECK IS 12.58
 AV0846'METERS ABOVE THE BOAT LANDING ON THE SOUTHEAST SIDE OF PLATFORM.
 AV0846'THE DISK IS STAMPED MOBIL 289-2 1963.
 AV0846'
 AV0846'STATION WAS REACHED BY BOAT FROM CAMERON LOUISIANA.
 AV0846'
 AV0846'MOBIL 289-1 WAS USED AS AN AZIMUTH MARK.
 AV0846'
 AV0846'REFERENCE MARK NO. 1 IS 15.7 FEET WEST OF THE EAST CORNER OF PLATFORM
 AV0846'AND 4 FEET NORTHWEST OF THE SOUTHEAST EDGE OF APRON.  IT IS MARKED
 AV0846'BY A 3 INCH ROUND STEEL DISK THAT IS WELDED TO THE STEEL DECK.  THE
 AV0846'DISK IS STAMPED RM NO 1.
 AV0846'
 AV0846'REFERENCE MARK NO. 2 IS 4.9 FEET EAST OF THE WEST CORNER AND 2.8
 AV0846'FEET SOUTHEAST OF THE NORTHWEST EDGE OF APRON.  THE DECKING OF THE
 AV0846'PLATFORM WAS STAMPED WITH DIES AND PUNCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0700 ***********************************************************************
 AV0700  DESIGNATION -  MOBIL 46 A
 AV0700  PID         -  AV0700
 AV0700  STATE/COUNTY-  LA/VERMILION
 AV0700  USGS QUAD   -  
 AV0700
 AV0700                         *CURRENT SURVEY CONTROL
 AV0700  ___________________________________________________________________
 AV0700* NAD 83(1992)-  29 24 11.11079(N)    092 22 22.91033(W)     ADJUSTED  
 AV0700* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0700  ___________________________________________________________________
 AV0700  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0700  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AV0700
 AV0700  HORZ ORDER  -  SECOND
 AV0700
 AV0700.The horizontal coordinates were established by classical geodetic methods
 AV0700.and adjusted by the National Geodetic Survey in January 1993..
 AV0700
 AV0700.The orthometric height was scaled from a topographic map.
 AV0700
 AV0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0700
 AV0700.The geoid height was determined by GEOID03.
 AV0700
 AV0700;                    North         East     Units Scale Factor Converg.
 AV0700;SPC LA S     -   100,561.571   899,091.994   MT  0.99997978   -0 31 11.5
 AV0700;SPC LA S     -   329,925.75  2,949,770.98   sFT  0.99997978   -0 31 11.5
 AV0700;UTM  15      - 3,252,808.871   560,828.979   MT  0.99964566   +0 18 28.2
 AV0700
 AV0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0700!SPC LA S     -   1.00000395  x   0.99997978  =   0.99998373
 AV0700!UTM  15      -   1.00000395  x   0.99964566  =   0.99964961
 AV0700
 AV0700|---------------------------------------------------------------------|
 AV0700| PID    Reference Object                     Distance      Geod. Az  |
 AV0700|                                                           dddmmss.s |
 AV0700| AV0699 BLOCK 46 A                           18.992 METERS 00210     |
 AV0700| CW1040 MOBIL 46 A AZ MK                                   0775128.9 |
 AV0700| CW1042 MOBIL 46 A RM 2                      15.123 METERS 10711     |
 AV0700| CW1041 MOBIL 46 A RM 1                      17.883 METERS 35436     |
 AV0700|---------------------------------------------------------------------|
 AV0700
 AV0700                          SUPERSEDED SURVEY CONTROL
 AV0700
 AV0700  NAD 83(1986)-  29 24 11.13310(N)    092 22 22.89389(W) AD(       ) 2
 AV0700
 AV0700.Superseded values are not recommended for survey control.
 AV0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0700.See file dsdata.txt to determine how the superseded data were derived.
 AV0700
 AV0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6082952809(NAD 83)
 AV0700_MARKER: H = DRILL HOLE
 AV0700_SETTING: 0 = UNSPECIFIED SETTING
 AV0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0700
 AV0700  HISTORY     - Date     Condition        Report By
 AV0700  HISTORY     - 1963     MONUMENTED       CGS
 AV0700
 AV0700                          STATION DESCRIPTION
 AV0700
 AV0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0700'STATION IS LOCATED ON AN OIL WELL PLATFORM THAT IS IN THE GULF OF
 AV0700'MEXICO, IN THE VERMILION AREA AND IN BLOCK NO. 46.  IT IS LOCATED
 AV0700'ABOUT 24 MILES SOUTHWEST OF WEST END OF MARSH ISLAND AND ABOUT 10
 AV0700'MILES SOUTH OF THE SHORELINE.  IT IS 65.3 FEET SOUTH OF THE CENTER
 AV0700'OF STAIRWAY, WHICH IS AT THE NORTHEAST CORNER OF PLATFORM, 51.6 FEET
 AV0700'SOUTHEAST OF THE NORTHWEST END OF MOST WESTERLY SKID BEAM, 42.9
 AV0700'FEET NORTHWEST OF THE SOUTHEAST END OF THE MOST WESTERLY SKID BEAM
 AV0700'AND 11.9 FEET NORTHEAST OF THE WESTERLY SIDE OF PLATFORM.
 AV0700'STATION IS MARKED BY A 1/4 INCH DRILLHOLE IN A 16 INCH SKID BEAM
 AV0700'THAT IS SURROUNDED BY 3 OTHER 1/4 INCH DRILLHOLES THAT FORM A
 AV0700'TRIANGLE AND IS STAMPED MOBILE A 46 1963.  THE PLATFORM CAN BE
 AV0700'IDENTIFIED BY THE SIGN ON IT THAT READS HUMBLE 46 A VE.
 AV0700'
 AV0700'AZIMUTH MARK IS ON AN OIL WELL PLATFORM THAT HAS A SIGN ON ITS SIDE
 AV0700'READING TGT-VE-1.  AZIMUTH MARK IS NEAR THE NORTHEAST CORNER OF THE
 AV0700'UPPER DECK OF THE PLATFORM.  IT IS 21 FEET SOUTHEAST OF THE
 AV0700'BLINKING LIGHT OF THE NORTHEAST CORNER OF THE EXTENDED DECK, 4.5
 AV0700'FEET WEST OF THE MOST EASTERLY EDGE OF APRON OF PLATFORM AND 4.8
 AV0700'FEET EAST OF THE CORNER WHERE THE EXTENDED DECK CONNECTS TO THE
 AV0700'MAIN PLATFORM.  IT IS MARKED BY A 1/4 INCH DRILLHOLE IN AN I BEAM
 AV0700'THAT IS SURROUNDED BY 3 OTHER 1/4 INCH DRILLHOLES THAT FORM A
 AV0700'TRIANGLE AND IS STAMPED MOBIL 46 A AZI. MK. 1963.
 AV0700'
 AV0700'REFERENCE MARK NO. 1 IS 10.7 FEET SOUTHWEST OF THE CENTER OF
 AV0700'STAIRWAY, 5.5 FEET SOUTHEAST OF THE NORTHWEST END OF PLATFORM AND 1
 AV0700'FOOT SOUTHEAST OF THE NORTHWEST END OF SKID BEAM.  IT IS MARKED BY
 AV0700'A 1/4 INCH DRILLHOLE IN SKID BEAM THAT IS SURROUNDED BY 3 OTHER 1/4
 AV0700'INCH DRILLHOLES THAT FORM A TRIANGLE AND IS STAMPED R.M. 1.
 AV0700'
 AV0700'REFERENCE MARK NO. 2 IS 12.9 FEET WEST OF THE SOUTHEAST CORNER OF
 AV0700'PLATFORM AND 3.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AV0700'MOST EASTERLY SKID BEAM.  IT IS MARKED BY A 1/4 INCH DRILLHOLE IN
 AV0700'SKID BEAM THAT IS SURROUNDED BY 3 OTHER 1/4 INCH DRILLHOLES THAT FORM
 AV0700'A TRIANGLE AND IS STAMPED R.M. 2.
 AV0700'
 AV0700'BLOCK 46 A STA. 2 (OIL COMPANY MARK) IS 3.6 FEET SOUTHWEST OF THE
 AV0700'EAST EDGE OF PLATFORM AND 3.0 FEET SOUTH OF THE CENTER OF STAIRWAY
 AV0700'OPENING.  IT IS MARKED BY A 2 INCH BRASS DISK WITH PUNCH HOLE IN
 AV0700'CENTER, WELDED TO THE PLATFORM.  THE DISK IS STAMPED BLOCK 46 A
 AV0700'STA. 2 V.B.A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2739 ***********************************************************************
 CQ2739  DESIGNATION -  MOCK
 CQ2739  PID         -  CQ2739
 CQ2739  STATE/COUNTY-  LA/OUACHITA
 CQ2739  USGS QUAD   -  LUNA (1982)
 CQ2739
 CQ2739                         *CURRENT SURVEY CONTROL
 CQ2739  ___________________________________________________________________
 CQ2739* NAD 83(1992)-  32 19 54.20663(N)    092 09 34.93621(W)     ADJUSTED  
 CQ2739* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 CQ2739  ___________________________________________________________________
 CQ2739  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CQ2739  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2739
 CQ2739  HORZ ORDER  -  FIRST
 CQ2739
 CQ2739.The horizontal coordinates were established by classical geodetic methods
 CQ2739.and adjusted by the National Geodetic Survey in January 1993..
 CQ2739
 CQ2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2739
 CQ2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2739
 CQ2739.The geoid height was determined by GEOID03.
 CQ2739
 CQ2739;                    North         East     Units Scale Factor Converg.
 CQ2739;SPC LA N     -   203,144.772 1,032,037.330   MT  0.99994076   +0 10 47.7
 CQ2739;SPC LA N     -   666,484.14  3,385,942.47   sFT  0.99994076   +0 10 47.7
 CQ2739;UTM  15      - 3,577,515.936   579,084.533   MT  0.99967713   +0 26 57.9
 CQ2739
 CQ2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2739!SPC LA N     -   0.99999843  x   0.99994076  =   0.99993919
 CQ2739!UTM  15      -   0.99999843  x   0.99967713  =   0.99967556
 CQ2739
 CQ2739|---------------------------------------------------------------------|
 CQ2739| PID    Reference Object                     Distance      Geod. Az  |
 CQ2739|                                                           dddmmss.s |
 CQ2739| CY5072 MOCK RM 1                            27.721 METERS 03851     |
 CQ2739| DI0770 FONDALE RESET                       APPROX. 7.1 KM 0983117.6 |
 CQ2739| CY5073 MOCK RM 2                            29.350 METERS 13727     |
 CQ2739| CQ2742 LUNA LOOKOUT TOWER                  APPROX. 7.0 KM 2954609.9 |
 CQ2739|---------------------------------------------------------------------|
 CQ2739
 CQ2739                          SUPERSEDED SURVEY CONTROL
 CQ2739
 CQ2739  NAD 83(1986)-  32 19 54.22045(N)    092 09 34.92816(W) AD(       ) 1
 CQ2739  NAD 27      -  32 19 53.68010(N)    092 09 34.43611(W) AD(       ) 1
 CQ2739  NGVD 29 (07/19/86)   35.9    (m)          118.     (f) VERT ANG       
 CQ2739
 CQ2739.Superseded values are not recommended for survey control.
 CQ2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2739.See file dsdata.txt to determine how the superseded data were derived.
 CQ2739
 CQ2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7908577516(NAD 83)
 CQ2739_MARKER: DS = TRIANGULATION STATION DISK
 CQ2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2739
 CQ2739  HISTORY     - Date     Condition        Report By
 CQ2739  HISTORY     - 1971     MONUMENTED       NGS
 CQ2739
 CQ2739                          STATION DESCRIPTION
 CQ2739
 CQ2739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2739'NO MEASUREMENT BETWEEN RM 1-RM 2 DUE TO TREES IN LINE
 CQ2739'
 CQ2739'THE STATION IS LOCATED ABOUT 9-1/4 MILES NORTHEAST OF
 CQ2739'VIXEN, 5 MILES SOUTH-SOUTHEAST OF SUMMIT, 3-3/4 MILES
 CQ2739'EAST-NORTHEAST OF LUNA AND 3-3/4 MILES WEST-SOUTHWEST OF
 CQ2739'FONDALE.  IT IS IN SECTION 33, T 16 N, R 3 E, ON PROPERTY
 CQ2739'OF THE OLINKRAFT INC. FOREST MANAGER MR. A.B. SMITH, POST
 CQ2739'OFFICE BOX 488, WEST MONROE, LOUISIANA 71291.
 CQ2739'
 CQ2739'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE 20
 CQ2739'AND STATE HIGHWAY 34 IN WEST MONROE, GO SOUTH ON STATE HIGHWAY
 CQ2739'34 FOR 7 MILES TO THE JUNCTION WITH STATE HIGHWAY 557.  TURN LEFT
 CQ2739'AND GO SOUTHERLY ON STATE HIGHWAY 557 FOR 6.4 MILES TO THE
 CQ2739'JUNCTION WITH RED CUT ROAD, AT THE NORTH SIDE OF LUNA.  TURN
 CQ2739'LEFT AND GO EAST AND NORTHEAST FOR 2 MILES TO THE JUNCTION WITH
 CQ2739'RED CUT LOOP ROAD, TURN RIGHT AND GO EAST, SOUTH AND NORTH
 CQ2739'FOLLOWING RED CUT LOOP ROAD FOR 3 MILES TO THE STATION ON THE
 CQ2739'LEFT, WEST SIDE OF ROAD AND STATION AS DESCRIBED.
 CQ2739'
 CQ2739'STATION MARKS ARE STANDARD DISKS STAMPED MOCK 1971.  THE
 CQ2739'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ2739'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND
 CQ2739'SURFACE.  IT IS 119 FEET NORTH-NORTHWEST OF A 36 INCH PINE TREE,
 CQ2739'53 FEET NORTH OF AN 18 INCH PINE TREE, 34 FEET WEST OF THE CENTER
 CQ2739'OF SURFACED ROAD AND 6.5 FEET WEST OF A METAL WITNESS POST WITH
 CQ2739'SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CQ2739'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2739'
 CQ2739'REFERENCE MARK 1, A STANDARD DISK STAMPED MOCK NO 1 1971,
 CQ2739'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2739'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET EAST OF
 CQ2739'THE CENTER OF SURFACED ROAD, 10 FEET NORTH-NORTHWEST OF A 10 INCH
 CQ2739'PINE TREE AND 8 FEET SOUTH OF 10 INCH TWIN-TRUNK PINE TREE.
 CQ2739'
 CQ2739'REFERENCE MARK 2, A STANDARD DISK STAMPED MOCK NO 2 1971,
 CQ2739'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2739'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET
 CQ2739'NORTHEAST OF A 36 INCH PINE TREE, 41 FEET EAST OF THE CENTER OF
 CQ2739'SURFACED ROAD, 22.5 FEET NORTH OF GRAVELED ROAD AND 1.5 FEET
 CQ2739'NORTHEAST OF ROAD SIGN.
 CQ2739'
 CQ2739'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 CQ2739'
 CQ2739'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0835 ***********************************************************************
 BX0835  DESIGNATION -  MONCLA BOLT
 BX0835  PID         -  BX0835
 BX0835  STATE/COUNTY-  LA/AVOYELLES
 BX0835  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0835
 BX0835                         *CURRENT SURVEY CONTROL
 BX0835  ___________________________________________________________________
 BX0835* NAD 83(1986)-  31 12 15.     (N)    092 07 20.     (W)     SCALED    
 BX0835* NAVD 88     -        19.40   (+/-2cm)      63.6    (feet)  VERTCON   
 BX0835  ___________________________________________________________________
 BX0835  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX0835
 BX0835  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0835
 BX0835.The horizontal coordinates were scaled from a topographic map and have
 BX0835.an estimated accuracy of +/- 6 seconds.
 BX0835
 BX0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0835.The vertical order pertains to the NGVD 29 superseded value.
 BX0835
 BX0835.The geoid height was determined by GEOID03.
 BX0835
 BX0835;                    North         East    Units  Estimated Accuracy
 BX0835;SPC LA N     -    78,140.    1,036,000.      MT  (+/- 180 meters Scaled)
 BX0835
 BX0835                          SUPERSEDED SURVEY CONTROL
 BX0835
 BX0835  NGVD 29 (??/??/??)   19.363  (m)           63.53   (f) ADJUSTED    1 2
 BX0835
 BX0835.Superseded values are not recommended for survey control.
 BX0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0835.See file dsdata.txt to determine how the superseded data were derived.
 BX0835
 BX0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ836525(NAD 83)
 BX0835_MARKER: B = BOLT
 BX0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0835_SP_SET: SLAB
 BX0835_STAMPING: MONCLA 1930 67
 BX0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0835
 BX0835  HISTORY     - Date     Condition        Report By
 BX0835  HISTORY     - 1930     MONUMENTED       DOD
 BX0835  HISTORY     - 1966     GOOD             CGS
 BX0835
 BX0835                          STATION DESCRIPTION
 BX0835
 BX0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0835'6.5 MI NW FROM MARKSVILLE.
 BX0835'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0835'COURTHOUSE AT MARKSVILLE, THENCE 0.6 MILE NORTHWEST ALONG A PAVED
 BX0835'ROAD, THENCE 0.4 MILE NORTHWEST ALONG A PAVED ROAD, IN SECTION 56, T 3
 BX0835'N, R 3 E, ABOUT 0.1 MILE NORTHWEST OF THE MONCLA CHURCH AND CEMETERY,
 BX0835'101 FEET NORTH EAST OF THE CENTER LINE OF A GRAVELD ROAD WHICH CROSSES
 BX0835'OVER A LEVEE, 39 1/2 FEET NORTHWEST OF THE NORTH CORNER OF A HOUSE ON
 BX0835'PROPERTY BELONGING TO ROSIE OBERLON, 72 1/2 FEET SOUTHEAST OF THE
 BX0835'SOUTH CORNER OF A SMALL HOUSE, 73 FEET NORTHEAST OF A LONE 10-INCH
 BX0835'PINE TREE ON THE SHOULDER OF THE ROAD, 44 1/2 FEET NORTHEAST OF A
 BX0835'FENCE, 33 FEET SOUTHEAST OF A POWER POLE, ABOUT 10 FEET BELOW THE
 BX0835'LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BX0835'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH
 BX0835'IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0836 ***********************************************************************
 BX0836  DESIGNATION -  MONCLA CAP
 BX0836  PID         -  BX0836
 BX0836  STATE/COUNTY-  LA/AVOYELLES
 BX0836  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0836
 BX0836                         *CURRENT SURVEY CONTROL
 BX0836  ___________________________________________________________________
 BX0836* NAD 83(1986)-  31 12 17.     (N)    092 07 21.     (W)     SCALED    
 BX0836* NAVD 88     -        20.63   (+/-2cm)      67.7    (feet)  VERTCON   
 BX0836  ___________________________________________________________________
 BX0836  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX0836
 BX0836  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0836
 BX0836.The horizontal coordinates were scaled from a topographic map and have
 BX0836.an estimated accuracy of +/- 6 seconds.
 BX0836
 BX0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0836.The vertical order pertains to the NGVD 29 superseded value.
 BX0836
 BX0836.The geoid height was determined by GEOID03.
 BX0836
 BX0836;                    North         East    Units  Estimated Accuracy
 BX0836;SPC LA N     -    78,200.    1,035,980.      MT  (+/- 180 meters Scaled)
 BX0836
 BX0836                          SUPERSEDED SURVEY CONTROL
 BX0836
 BX0836  NGVD 29 (??/??/??)   20.590  (m)           67.55   (f) ADJUSTED    1 2
 BX0836
 BX0836.Superseded values are not recommended for survey control.
 BX0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0836.See file dsdata.txt to determine how the superseded data were derived.
 BX0836
 BX0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ835526(NAD 83)
 BX0836_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0836_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0836_STAMPING: MONCLA 1930 67
 BX0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0836
 BX0836  HISTORY     - Date     Condition        Report By
 BX0836  HISTORY     - 1930     MONUMENTED       DOD
 BX0836  HISTORY     - 1966     GOOD             CGS
 BX0836  HISTORY     - 1977     POOR             NGS
 BX0836
 BX0836                          STATION DESCRIPTION
 BX0836
 BX0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0836'6.5 MI NW FROM MARKSVILLE.
 BX0836'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0836'COURTHOUSE AT MARKSVILLE, THENCE 0.6 MILE NORTHWEST ALONG A PAVED
 BX0836'ROAD, THENCE 0.4 MILE NORTHWEST ALONG A PAVED ROAD, IN SECTION 56, T 3
 BX0836'N, R 3 E, ABOUT 0.1 MILE NORTHWEST OF THE MONCLA CHURCH AND CEMETERY,
 BX0836'101 FEET NORTH EAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH
 BX0836'CROSSES OVER A LEVEE, 39 1/2 FEET NORTHWEST OF THE NORTH CORNER OF A
 BX0836'HOUSE ON PROPERTY BELONGING TO ROSIE OBERLON, 72 1/2 FEET SOUTHEAST OF
 BX0836'THE SOUTH CORNER OF SMALL HOUSE, 73 FEET NORTHEAST OF A LONE 10-INCH
 BX0836'PINE TREE ON THE SHOULDER OF THE ROAD, 44 1/2 FEET NORTHEAST OF A
 BX0836'FENCE, 33 FEET SOUTHEAST OF A POWER POLE, ABOUT 10 FEET BELOW THE
 BX0836'LEVEL OF THE ROAD, A 3-INCH IRON PIPE BEARING A BRASS CAP AND
 BX0836'PROJECTING 1 FOOT.
 BX0836
 BX0836                          STATION RECOVERY (1977)
 BX0836
 BX0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0836'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0829 ***********************************************************************
 BX0829  DESIGNATION -  MONCLA STORE BOLT
 BX0829  PID         -  BX0829
 BX0829  STATE/COUNTY-  LA/AVOYELLES
 BX0829  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0829
 BX0829                         *CURRENT SURVEY CONTROL
 BX0829  ___________________________________________________________________
 BX0829* NAD 83(1986)-  31 12 12.     (N)    092 07 21.     (W)     SCALED    
 BX0829* NAVD 88     -        18.92   (+/-2cm)      62.1    (feet)  VERTCON   
 BX0829  ___________________________________________________________________
 BX0829  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX0829
 BX0829  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0829
 BX0829.The horizontal coordinates were scaled from a topographic map and have
 BX0829.an estimated accuracy of +/- 6 seconds.
 BX0829
 BX0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0829.The vertical order pertains to the NGVD 29 superseded value.
 BX0829
 BX0829.The geoid height was determined by GEOID03.
 BX0829
 BX0829;                    North         East    Units  Estimated Accuracy
 BX0829;SPC LA N     -    78,050.    1,035,980.      MT  (+/- 180 meters Scaled)
 BX0829
 BX0829                          SUPERSEDED SURVEY CONTROL
 BX0829
 BX0829  NGVD 29 (??/??/??)   18.882  (m)           61.95   (f) ADJUSTED    1 2
 BX0829
 BX0829.Superseded values are not recommended for survey control.
 BX0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0829.See file dsdata.txt to determine how the superseded data were derived.
 BX0829
 BX0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ835524(NAD 83)
 BX0829_MARKER: B = BOLT
 BX0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0829_SP_SET: TILE
 BX0829_STAMPING: MONCLA STORE 1930
 BX0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0829
 BX0829  HISTORY     - Date     Condition        Report By
 BX0829  HISTORY     - 1930     MONUMENTED       DOD
 BX0829  HISTORY     - 1962     GOOD             CGS
 BX0829
 BX0829                          STATION DESCRIPTION
 BX0829
 BX0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0829'IN MONCLA.
 BX0829'AT MONCLA, ON PROPERTY OWNED BY LOUIS MONCLA, NEAR THE OLD FERRY
 BX0829'CROSSING 32 FEET WEST OF THE CENTER OF THE RAMP OVER THE LEVEE ON ROAD
 BX0829'LEADING TO THE OLD FERRY CROSSING, 86 FEET SOUTH OF THE CENTER OF THE
 BX0829'ROAD PARALLELING THE LEVEE TO THE WEST, 21 FEET NORTHWEST OF A 4-FOOT
 BX0829'LONE OAK TREE IN THE NORTHEAST CORNER OF A FIELD, 180 FEET WEST OF THE
 BX0829'HOUSE EAST OF THE RAMP OVER THE LEVEE AND 1 FOOT WEST OF A METAL
 BX0829'WITNESS POST.  IT IS A COPPER BOLT SET IN THE TOP OF A TILE 3 FEET
 BX0829'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 BX0829'A STANDARD CORPS OF ENGINEERS CAP.  IT PROJECTS ABOUT 2 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0830 ***********************************************************************
 BX0830  DESIGNATION -  MONCLA STORE CAP
 BX0830  PID         -  BX0830
 BX0830  STATE/COUNTY-  LA/AVOYELLES
 BX0830  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0830
 BX0830                         *CURRENT SURVEY CONTROL
 BX0830  ___________________________________________________________________
 BX0830* NAD 83(1986)-  31 12 13.     (N)    092 07 22.     (W)     SCALED    
 BX0830* NAVD 88     -        20.023  (meters)      65.69   (feet)  ADJUSTED  
 BX0830  ___________________________________________________________________
 BX0830  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX0830  DYNAMIC HT  -          19.998 (meters)      65.61  (feet)  COMP
 BX0830  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 BX0830
 BX0830  VERT ORDER  -  FIRST     CLASS I
 BX0830
 BX0830.The horizontal coordinates were scaled from a topographic map and have
 BX0830.an estimated accuracy of +/- 6 seconds.
 BX0830
 BX0830.The orthometric height was determined by differential leveling
 BX0830.and adjusted by the National Geodetic Survey in February 1994..
 BX0830
 BX0830.The geoid height was determined by GEOID03.
 BX0830
 BX0830.The dynamic height is computed by dividing the NAVD 88
 BX0830.geopotential number by the normal gravity value computed on the
 BX0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0830.degrees latitude (g = 980.6199 gals.).
 BX0830
 BX0830.The modeled gravity was interpolated from observed gravity values.
 BX0830
 BX0830;                    North         East    Units  Estimated Accuracy
 BX0830;SPC LA N     -    78,080.    1,035,950.      MT  (+/- 180 meters Scaled)
 BX0830
 BX0830                          SUPERSEDED SURVEY CONTROL
 BX0830
 BX0830  NAVD 88 (06/15/91)   20.033  (m)           65.72   (f) UNKNOWN     1 1
 BX0830  NGVD 29 (??/??/??)   19.986  (m)           65.57   (f) ADJUSTED    1 1
 BX0830
 BX0830.Superseded values are not recommended for survey control.
 BX0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0830.See file dsdata.txt to determine how the superseded data were derived.
 BX0830
 BX0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ835524(NAD 83)
 BX0830_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0830_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0830_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0830_STAMPING: MONCLA STORE 1930
 BX0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0830
 BX0830  HISTORY     - Date     Condition        Report By
 BX0830  HISTORY     - 1930     MONUMENTED       DOD
 BX0830  HISTORY     - 1962     GOOD             CGS
 BX0830  HISTORY     - 1977     GOOD             NGS
 BX0830
 BX0830                          STATION DESCRIPTION
 BX0830
 BX0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0830'IN MONCLA.
 BX0830'AT MONCLA, ON PROPERTY OWNED BY LOUIS MONCLA, NEAR THE OLD FERRY
 BX0830'CROSSING 82 FEET WEST OF THE CENTER OF THE RAMP OVER THE LEVEE ON ROAD
 BX0830'LEADING TO THE OLD FERRY CROSSING, 86 FEET SOUTH OF THE CENTER OF THE
 BX0830'ROAD PARALLELING THE LEVEE TO THE WEST, 21 FEET NORTHWEST OF A 4-FOOT
 BX0830'LONE OAK TREE IN THE NORTHEAST CORNER OF A FIELD, 180 FEET WEST OF THE
 BX0830'HOUSE EAST OF THE RAMP OVER THE LEVEE AND 1 FOOT WEST OF A METAL
 BX0830'WITNESS POST.  AN IRON PIPE BEARING A STANDARD CORPS OF ENGINEERS CAP.
 BX0830'IT PROJECTS ABOUT 2 1/2 FEET.
 BX0830
 BX0830                          STATION RECOVERY (1977)
 BX0830
 BX0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2926 ***********************************************************************
 BX2926  DESIGNATION -  MONK
 BX2926  PID         -  BX2926
 BX2926  STATE/COUNTY-  LA/VERNON
 BX2926  USGS QUAD   -  BURR FERRY (1967)
 BX2926
 BX2926                         *CURRENT SURVEY CONTROL
 BX2926  ___________________________________________________________________
 BX2926* NAD 83(1992)-  31 06 47.77382(N)    093 29 21.74379(W)     ADJUSTED  
 BX2926* NAVD 88     -        73.7    (meters)     242.     (feet)  VERTCON   
 BX2926  ___________________________________________________________________
 BX2926  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 BX2926  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BX2926
 BX2926  HORZ ORDER  -  SECOND
 BX2926
 BX2926.The horizontal coordinates were established by classical geodetic methods
 BX2926.and adjusted by the National Geodetic Survey in February 1996..
 BX2926
 BX2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2926
 BX2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2926
 BX2926.The geoid height was determined by GEOID03.
 BX2926
 BX2926;                    North         East     Units Scale Factor Converg.
 BX2926;SPC LA N     -    68,428.947   905,622.636   MT  1.00001254   -0 31 23.1
 BX2926;SPC LA N     -   224,503.97  2,971,196.93   sFT  1.00001254   -0 31 23.1
 BX2926;SPC TX C     - 3,180,437.746 1,352,365.785   MT  0.99988364   +3 31 30.2
 BX2926;SPC TX C     -10,434,486.17  4,436,886.75   sFT  0.99988364   +3 31 30.2
 BX2926;UTM  15      - 3,442,258.237   453,336.508   MT  0.99962686   -0 15 10.4
 BX2926
 BX2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2926!SPC LA N     -   0.99999269  x   1.00001254  =   1.00000523
 BX2926!SPC TX C     -   0.99999269  x   0.99988364  =   0.99987633
 BX2926!UTM  15      -   0.99999269  x   0.99962686  =   0.99961955
 BX2926
 BX2926|---------------------------------------------------------------------|
 BX2926| PID    Reference Object                     Distance      Geod. Az  |
 BX2926|                                                           dddmmss.s |
 BX2926| CV8871 MONK RM 2                            17.764 METERS 05501     |
 BX2926| CV8869 MONK AZ MK                                         1965649.9 |
 BX2926| BX2927 MONK LDH 1972 A PT                   15.097 METERS 27830     |
 BX2926| CV8870 MONK RM 1                            18.663 METERS 32419     |
 BX2926|---------------------------------------------------------------------|
 BX2926
 BX2926                          SUPERSEDED SURVEY CONTROL
 BX2926
 BX2926  NAD 83(1992)-  31 06 47.77573(N)    093 29 21.74178(W) AD(       ) 2
 BX2926  NAD 83(1986)-  31 06 47.78256(N)    093 29 21.74256(W) AD(       ) 2
 BX2926  NAD 27      -  31 06 47.10215(N)    093 29 21.12967(W) AD(       ) 2
 BX2926  NGVD 29 (07/19/86)   73.8    (m)          242.     (f) VERT ANG       
 BX2926
 BX2926.Superseded values are not recommended for survey control.
 BX2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2926.See file dsdata.txt to determine how the superseded data were derived.
 BX2926
 BX2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5333742258(NAD 83)
 BX2926_MARKER: DD = SURVEY DISK
 BX2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2926
 BX2926  HISTORY     - Date     Condition        Report By
 BX2926  HISTORY     - 1972     MONUMENTED       LADH
 BX2926
 BX2926                          STATION DESCRIPTION
 BX2926
 BX2926'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BX2926'THE STATION IS LOCATED 6 MILES SOUTHEAST OF TOLEDO BEND DAM, 3 MILES
 BX2926'NORTH OF BURR FERRY AND 13 MILES WEST-SOUTHWEST OF LEESVILLE, IN THE
 BX2926'NORTHWEST 1/4 OF SECTION 34, T2N, R11W, AND ON THE PROPERTY OWNED
 BX2926'BY JOHN MONK, JR., ADDRESS COUNTRY CLUB ROAD, LEESVILLE, TELEPHONE
 BX2926'239-2587.
 BX2926'
 BX2926'TO REACH THE STATION FROM THE OBSERVATION TOWER AT TOLEDO BEND DAM
 BX2926'FROM THE INTERSECTION OF STATE HIGHWAY 473 AND 392, GO EAST ON STATE
 BX2926'HIGHWAY 392 FOR 4.6 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BX2926'111, TURN RIGHT ON STATE HIGHWAY 111 AND GO SOUTH FOR 6.7 MILES TO
 BX2926'A GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST ALONG THE
 BX2926'GRAVEL ROAD FOR 0.5 MILE TO A CATTLE GUARD, CROSS THE CATTLE GUARD
 BX2926'AND CONTINUE NORTHEAST FOR 0.3 MILE TO THE STATION ON THE
 BX2926'RIGHT NEAR A POWER POLE.
 BX2926'
 BX2926'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ALONG THE
 BX2926'GRAVEL ROAD FOR APPROXIMATELY 0.3 MILE.  THE MARK IS SET TO THE LEFT
 BX2926'AND SOUTHEAST OF THE ROAD NEAR A CATTLE GUARD AND A FENCE.
 BX2926'
 BX2926'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2926'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2926'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2926'SUBSURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2926'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2926'STAMPED MONK 1972.  THE MARK IS 45 FEET SOUTHEAST OF A POWER POLE,
 BX2926'24 FEET EAST-SOUTHEAST OF THE CENTER OF A DIRT ROAD, 11 FEET
 BX2926'EAST-SOUTHEAST OF A POWER POLE, AND 5 FEET NORTHEAST OF A METAL
 BX2926'WITNESS POST AND SIGN.
 BX2926'
 BX2926'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2926'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2926'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2926'STAMPED MONK R. M. 1 1972.  IT IS 60 FEET SOUTHWEST OF THE CENTER
 BX2926'OF PRESLEY ROAD, 53 FEET NORTH OF A POWER POLE, 27 FEET NORTHEAST
 BX2926'OF A POWER POLE, AND 24 FEET NORTHWEST OF THE CENTER OF A DIRT
 BX2926'ROAD.
 BX2926'
 BX2926'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2926'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2926'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2926'STAMPED MONK R. M. 2 1972.  IT IS 88 FEET SOUTH-SOUTHWEST OF THE
 BX2926'CENTER OF PRESLEY ROAD, 87 FEET EAST OF A POWER POLE, 66 FEET
 BX2926'EAST-NORTHEAST OF A POWER POLE, AND 65 FEET SOUTHEAST OF THE
 BX2926'CENTER OF A DIRT ROAD.
 BX2926'
 BX2926'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2926'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2926'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2926'STAMPED MONK AZ. MK. 1972.  IT IS 70 FEET SOUTHEAST OF THE CENTER
 BX2926'OF A GRAVEL ROAD, 39 FEET SOUTH OF THE CENTER OF A CATTLE GUARD, 11
 BX2926'FEET WEST OF A NORTH-SOUTH FENCE, 7 FEET NORTH OF AN EAST-WEST
 BX2926'FENCE, AND 6 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BX2926'
 BX2926'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2408 ***********************************************************************
 BJ2408  DESIGNATION -  MONK BOLT
 BJ2408  PID         -  BJ2408
 BJ2408  STATE/COUNTY-  LA/ST MARTIN
 BJ2408  USGS QUAD   -  COW BAYOU (1992)
 BJ2408
 BJ2408                         *CURRENT SURVEY CONTROL
 BJ2408  ___________________________________________________________________
 BJ2408* NAD 83(1986)-  30 16 50.     (N)    091 35 50.     (W)     SCALED    
 BJ2408* NAVD 88     -         4.43   (+/-2cm)      14.5    (feet)  VERTCON   
 BJ2408  ___________________________________________________________________
 BJ2408  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2408
 BJ2408  VERT ORDER  -  ? (See Below)
 BJ2408
 BJ2408.The horizontal coordinates were scaled from a topographic map and have
 BJ2408.an estimated accuracy of +/- 6 seconds.
 BJ2408
 BJ2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2408.The vertical order pertains to the NGVD 29 superseded value.
 BJ2408
 BJ2408.The geoid height was determined by GEOID03.
 BJ2408
 BJ2408;                    North         East    Units  Estimated Accuracy
 BJ2408;SPC LA S     -   197,390.      974,610.      MT  (+/- 180 meters Scaled)
 BJ2408
 BJ2408                          SUPERSEDED SURVEY CONTROL
 BJ2408
 BJ2408  NGVD 29 (??/??/??)    4.448  (m)           14.59   (f) ADJUSTED    ?  
 BJ2408
 BJ2408.Superseded values are not recommended for survey control.
 BJ2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2408.See file dsdata.txt to determine how the superseded data were derived.
 BJ2408
 BJ2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP349507(NAD 83)
 BJ2408_MARKER: B = BOLT
 BJ2408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2408
 BJ2408  HISTORY     - Date     Condition        Report By
 BJ2408  HISTORY     - UNK      MONUMENTED       DOD
 BJ2408  HISTORY     - 1933     GOOD             DOD
 BJ2408  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2408
 BJ2408                          STATION DESCRIPTION
 BJ2408
 BJ2408'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2408'6.8 MI E FROM BUTTE LA ROSE.
 BJ2408'6.8 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2408'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 1-1/2 MILES
 BJ2408'EAST OF THE HEAD OF BAYOU LA ROMPE, ABOUT 1/2 MILE EAST OF THE EAST
 BJ2408'EXTREMITY OF A POINT AT THE WEST SIDE OF THE CONFLUENCE OF THE RIVER
 BJ2408'AND OSCA OR WHISKEY BAY, ABOUT 900 FEET ABOVE A POINT DIRECTLY
 BJ2408'OPPOSITE THE MOUTH OF A BAYOU KNOWN LOCALLY AS PATS ROAD, AND 899 FEET
 BJ2408'NORTHWEST OF P.B.M. VERNA (U.S.E.), DESCRIBED BELOW.  A COPPER BOLT,
 BJ2408'SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ2408'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BJ2408'ARMY, STANDARD CAP.
 BJ2408
 BJ2408                          STATION RECOVERY (1953)
 BJ2408
 BJ2408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2407 ***********************************************************************
 BJ2407  DESIGNATION -  MONK CAP
 BJ2407  PID         -  BJ2407
 BJ2407  STATE/COUNTY-  LA/ST MARTIN
 BJ2407  USGS QUAD   -  COW BAYOU (1992)
 BJ2407
 BJ2407                         *CURRENT SURVEY CONTROL
 BJ2407  ___________________________________________________________________
 BJ2407* NAD 83(1986)-  30 16 49.     (N)    091 35 50.     (W)     SCALED    
 BJ2407* NAVD 88     -         5.66   (+/-2cm)      18.6    (feet)  VERTCON   
 BJ2407  ___________________________________________________________________
 BJ2407  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2407
 BJ2407  VERT ORDER  -  ? (See Below)
 BJ2407
 BJ2407.The horizontal coordinates were scaled from a topographic map and have
 BJ2407.an estimated accuracy of +/- 6 seconds.
 BJ2407
 BJ2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2407.The vertical order pertains to the NGVD 29 superseded value.
 BJ2407
 BJ2407.The geoid height was determined by GEOID03.
 BJ2407
 BJ2407;                    North         East    Units  Estimated Accuracy
 BJ2407;SPC LA S     -   197,360.      974,610.      MT  (+/- 180 meters Scaled)
 BJ2407
 BJ2407                          SUPERSEDED SURVEY CONTROL
 BJ2407
 BJ2407  NGVD 29 (??/??/??)    5.678  (m)           18.63   (f) ADJUSTED    ?  
 BJ2407
 BJ2407.Superseded values are not recommended for survey control.
 BJ2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2407.See file dsdata.txt to determine how the superseded data were derived.
 BJ2407
 BJ2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP349506(NAD 83)
 BJ2407_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2407_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2407
 BJ2407  HISTORY     - Date     Condition        Report By
 BJ2407  HISTORY     - UNK      MONUMENTED       DOD
 BJ2407  HISTORY     - 1933     GOOD             DOD
 BJ2407  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2407
 BJ2407                          STATION DESCRIPTION
 BJ2407
 BJ2407'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2407'6.8 MI E FROM BUTTE LA ROSE.
 BJ2407'6.8 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2407'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 1-1/2 MILES
 BJ2407'EAST OF THE HEAD OF BAYOU LA ROMPE, ABOUT 1/2 MILE EAST OF THE EAST
 BJ2407'EXTREMITY OF A POINT AT THE WEST SIDE OF THE CONFLUENCE OF THE RIVER
 BJ2407'AND OSCA OR WHISKEY BAY, ABOUT 900 FEET ABOVE A POINT DIRECTLY
 BJ2407'OPPOSITE THE MOUTH OF A BAYOU KNOWN LOCALLY AS PATS ROAD, AND 899 FEET
 BJ2407'NORTHWEST OF P.B.M. VERNA (U.S.E.), DESCRIBED BELOW.  AN IRON PIPE
 BJ2407'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2407
 BJ2407                          STATION RECOVERY (1953)
 BJ2407
 BJ2407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2733 ***********************************************************************
 AU2733  DESIGNATION -  MONROE
 AU2733  PID         -  AU2733
 AU2733  STATE/COUNTY-  LA/ORLEANS
 AU2733  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2733
 AU2733                         *CURRENT SURVEY CONTROL
 AU2733  ___________________________________________________________________
 AU2733* NAD 83(1992)-  29 56 19.23181(N)    090 07 07.50841(W)     ADJUSTED  
 AU2733* NAVD 88     -        42.4  **(meters)     139.   **(feet)  VERTCON   
 AU2733  **This station is located in a subsidence area (see below).
 AU2733  ___________________________________________________________________
 AU2733  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2733  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AU2733
 AU2733  HORZ ORDER  -  FIRST
 AU2733
 AU2733.The horizontal coordinates were established by classical geodetic methods
 AU2733.and adjusted by the National Geodetic Survey in January 1993..
 AU2733
 AU2733 ** The orthometric height has not been validated since last determined
 AU2733 ** by differential leveling and should not be used for control purposes.
 AU2733 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2733 ** area with valid NAVD 88 orthometric heights.
 AU2733 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2733 ** epoch indicated which incorporates improved geoid heights for the
 AU2733 ** Southern Louisiana Subsidence area.
 AU2733 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2733
 AU2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2733
 AU2733.The geoid height was determined by GEOID03.
 AU2733
 AU2733;                    North         East     Units Scale Factor Converg.
 AU2733;SPC LA S     -   160,090.386 1,117,251.554   MT  0.99992633   +0 36 26.3
 AU2733;SPC LA S     -   525,229.87  3,665,516.14   sFT  0.99992633   +0 36 26.3
 AU2733;UTM  15      - 3,315,481.978   778,119.619   MT  1.00055445   +1 26 20.0
 AU2733
 AU2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2733!SPC LA S     -   0.99999742  x   0.99992633  =   0.99992375
 AU2733!UTM  15      -   0.99999742  x   1.00055445  =   1.00055187
 AU2733
 AU2733|---------------------------------------------------------------------|
 AU2733| PID    Reference Object                     Distance      Geod. Az  |
 AU2733|                                                           dddmmss.s |
 AU2733| DD7451 MONROE RM 1                           5.155 METERS 05009     |
 AU2733| AU2719 ONE SHELL SQUARE                    APPROX. 4.8 KM 0742911.5 |
 AU2733| DD7452 MONROE RM 2                           5.264 METERS 18052     |
 AU2733|---------------------------------------------------------------------|
 AU2733
 AU2733                          SUPERSEDED SURVEY CONTROL
 AU2733
 AU2733  NAD 83(1986)-  29 56 19.24677(N)    090 07 07.50787(W) AD(       ) 1
 AU2733  NAD 27      -  29 56 18.51115(N)    090 07 07.24430(W) AD(       ) 1
 AU2733  NGVD 29 (07/19/86)   42.5    (m)          139.     (f) VERT ANG       
 AU2733
 AU2733.Superseded values are not recommended for survey control.
 AU2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2733.See file dsdata.txt to determine how the superseded data were derived.
 AU2733
 AU2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7812015482(NAD 83)
 AU2733_MARKER: DS = TRIANGULATION STATION DISK
 AU2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2733
 AU2733  HISTORY     - Date     Condition        Report By
 AU2733  HISTORY     - 1972     MONUMENTED       NGS
 AU2733
 AU2733                          STATION DESCRIPTION
 AU2733
 AU2733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2733'MEASUREMENTS MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 AU2733'
 AU2733'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF DOWNTOWN NEW
 AU2733'ORLEANS AND IS ON THE HIGHEST ROOF OF THE J BLANC MONROE HALL
 AU2733'BUILDING AND IS ON THE CAMPUS OF THE TULANE UNIVERSITY, MR. J.J.
 AU2733'WIMMER, BUILDING SUPERINTENDENT, PHONE 865-4591 HAS AN OFFICE IN
 AU2733'THE IRBY HOUSE OFF OF MCALISTER DRIVE WHICH IS ON THE CAMPUS.
 AU2733'
 AU2733'STATION MARK IS A STANDARD DISK STAMPED MONROE 1972, SET IN THE TOP
 AU2733'OF A 12 INCH SQUARE CONCRETE MONUMENT BONDED TO THE ROOF TOP AND
 AU2733'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE ROOF.  IT IS 8.5 FEET WEST
 AU2733'OF THE EAST EDGE OF THE ROOF, 8 FEET EAST OF THE WEST EDGE OF THE
 AU2733'ROOF AND 6 FEET NORTH OF A LARGE VENT.
 AU2733'
 AU2733'REFERENCE MARK 1, A STANDARD DISK STAMPED MONROE NO 1 1972, SET IN
 AU2733'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT BONDED TO THE ROOF TOP
 AU2733'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE ROOF.  IT IS 8.5
 AU2733'FEET SOUTH OF THE NORTH EDGE OF THE ROOF AND 1.3 FEET WEST OF THE
 AU2733'EAST EDGE OF THE ROOF.
 AU2733'
 AU2733'REFERENCE MARK 2, A STANDARD DISK STAMPED MONROE NO 2 1972, SET IN
 AU2733'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT BONDED TO THE ROOF TOP
 AU2733'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE ROOF.  IT IS 15 FEET
 AU2733'NORTH OF THE SOUTH EDGE OF THE ROOF AND 1.4 FEET WEST OF THE EAST
 AU2733'EDGE OF THE ROOF.
 AU2733'
 AU2733'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2759 ***********************************************************************
 CQ2759  DESIGNATION -  MONROE AT T M WAVE KKT 25
 CQ2759  PID         -  CQ2759
 CQ2759  STATE/COUNTY-  LA/OUACHITA
 CQ2759  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2759
 CQ2759                         *CURRENT SURVEY CONTROL
 CQ2759  ___________________________________________________________________
 CQ2759* NAD 83(1992)-  32 29 41.48470(N)    092 11 10.43102(W)     ADJUSTED  
 CQ2759* NAVD 88     -                                                        
 CQ2759  ___________________________________________________________________
 CQ2759  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CQ2759  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2759
 CQ2759  HORZ ORDER  -  THIRD
 CQ2759
 CQ2759.The horizontal coordinates were established by classical geodetic methods
 CQ2759.and adjusted by the National Geodetic Survey in January 1993..
 CQ2759
 CQ2759
 CQ2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2759
 CQ2759.The geoid height was determined by GEOID03.
 CQ2759
 CQ2759;                    North         East     Units Scale Factor Converg.
 CQ2759;SPC LA N     -   221,226.757 1,029,487.624   MT  0.99996534   +0 09 57.2
 CQ2759;SPC LA N     -   725,808.12  3,377,577.31   sFT  0.99996534   +0 09 57.2
 CQ2759;UTM  15      - 3,595,580.666   576,450.245   MT  0.99967207   +0 26 13.9
 CQ2759
 CQ2759                          SUPERSEDED SURVEY CONTROL
 CQ2759
 CQ2759  NAD 83(1986)-  32 29 41.49800(N)    092 11 10.42345(W) AD(       ) 4
 CQ2759  NAD 27      -  32 29 40.97439(N)    092 11 09.93429(W) AD(       ) 3
 CQ2759
 CQ2759.Superseded values are not recommended for survey control.
 CQ2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2759.See file dsdata.txt to determine how the superseded data were derived.
 CQ2759
 CQ2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7645095581(NAD 83)
 CQ2759_MARKER: 45 = MICROWAVE TOWER
 CQ2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2759+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1991
 CQ2759
 CQ2759  HISTORY     - Date     Condition        Report By
 CQ2759  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2759  HISTORY     - 1990     GOOD             USPSQD
 CQ2759  HISTORY     - 1991     GOOD             USPSQD
 CQ2759  HISTORY     - 19910515 GOOD             USPSQD
 CQ2759  HISTORY     - 19910522 GOOD             LADTD
 CQ2759
 CQ2759                          STATION DESCRIPTION
 CQ2759
 CQ2759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2759'STATION IS THE RED LIGHT AT TOP OF THE AMERICAN TELEPHONE AND
 CQ2759'TELEGRAPH COMPANY MICROWAVE KKT 25 TOWER WHICH IS A LARGE 4
 CQ2759'LEGGED SKELETON STEEL STRUCTURE, 265 FEET IN HEIGHT, PAINTED
 CQ2759'RED-WHITE ALTERNATE SECTIONS AND HAS 4 LARGE VOICE MIRRORS AT TOP.
 CQ2759'
 CQ2759'LOCATED ABOUT 4-1/2 MILES WEST OF MONROE, 3 MILES SOUTHWEST
 CQ2759'OF WEST MONROE, 150 FEET SOUTH OF STATE HIGHWAY 838 AND
 CQ2759'100 FEET WEST OF ROCK HILL ROAD.
 CQ2759
 CQ2759                          STATION RECOVERY (1990)
 CQ2759
 CQ2759'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2759'RECOVERED IN GOOD CONDITION.
 CQ2759
 CQ2759                          STATION RECOVERY (1991)
 CQ2759
 CQ2759'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2759'RECOVERED IN GOOD CONDITION.
 CQ2759
 CQ2759                          STATION RECOVERY (1991)
 CQ2759
 CQ2759'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2759'RECOVERED IN GOOD CONDITION.
 CQ2759
 CQ2759                          STATION RECOVERY (1991)
 CQ2759
 CQ2759'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 CQ2759'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF WEST MONROE AND
 CQ2759'28.0 MI (45.1 KM) EAST OF RUSTON.  OWNERSHIP--AMERICAN TELEPHONE AND
 CQ2759'TELEGRAPH. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CQ2759'HIGHWAY 20 AND WELLS ROAD INTERCHANGE ABOUT 3.0 MI (4.8 KM) WEST OF
 CQ2759'WEST MONROE, GO SOUTH FOR 1.0 MI (1.6 KM) ON WELLS ROAD TO THE
 CQ2759'JUNCTION WITH STATE HIGHWAY 838 (NEW NATCHITOCHES ROAD) , TURN LEFT
 CQ2759'AND GO EAST FOR 0.3 MI (0.5 KM) ON HIGHWAY 838 TO THE STATION SET ON
 CQ2759'THE RIGHT, SOUTH OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2751 ***********************************************************************
 CQ2751  DESIGNATION -  MONROE B P M CO WATER TANK
 CQ2751  PID         -  CQ2751
 CQ2751  STATE/COUNTY-  LA/OUACHITA
 CQ2751  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2751
 CQ2751                         *CURRENT SURVEY CONTROL
 CQ2751  ___________________________________________________________________
 CQ2751* NAD 83(1992)-  32 29 03.37385(N)    092 08 58.85498(W)     ADJUSTED  
 CQ2751* NAVD 88     -                                                        
 CQ2751  ___________________________________________________________________
 CQ2751  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CQ2751  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2751
 CQ2751  HORZ ORDER  -  THIRD
 CQ2751
 CQ2751.The horizontal coordinates were established by classical geodetic methods
 CQ2751.and adjusted by the National Geodetic Survey in January 1993..
 CQ2751
 CQ2751
 CQ2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2751
 CQ2751.The geoid height was determined by GEOID03.
 CQ2751
 CQ2751;                    North         East     Units Scale Factor Converg.
 CQ2751;SPC LA N     -   220,063.352 1,032,926.226   MT  0.99996350   +0 11 06.8
 CQ2751;SPC LA N     -   721,991.18  3,388,858.79   sFT  0.99996350   +0 11 06.8
 CQ2751;UTM  15      - 3,594,433.894   579,893.324   MT  0.99967871   +0 27 24.1
 CQ2751
 CQ2751                          SUPERSEDED SURVEY CONTROL
 CQ2751
 CQ2751  NAD 83(1986)-  32 29 03.38762(N)    092 08 58.84772(W) AD(       ) 4
 CQ2751  NAD 27      -  32 29 02.86457(N)    092 08 58.36093(W) AD(       ) 3
 CQ2751
 CQ2751.Superseded values are not recommended for survey control.
 CQ2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2751.See file dsdata.txt to determine how the superseded data were derived.
 CQ2751
 CQ2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7989394434(NAD 83)
 CQ2751_MARKER: 51 = TANK
 CQ2751
 CQ2751  HISTORY     - Date     Condition        Report By
 CQ2751  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ2751  HISTORY     - 1990     GOOD             USPSQD
 CQ2751  HISTORY     - 1991     GOOD             USPSQD
 CQ2751
 CQ2751                          STATION DESCRIPTION
 CQ2751
 CQ2751'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1793 ***********************************************************************
 CP1793  DESIGNATION -  MONROE E BASE RESET
 CP1793  PID         -  CP1793
 CP1793  STATE/COUNTY-  LA/OUACHITA
 CP1793  USGS QUAD   -  CREW LAKE (1982)
 CP1793
 CP1793                         *CURRENT SURVEY CONTROL
 CP1793  ___________________________________________________________________
 CP1793* NAD 83(1986)-  32 29 43.     (N)    091 59 25.     (W)     SCALED    
 CP1793* NAVD 88     -        20.212  (meters)      66.31   (feet)  ADJUSTED  
 CP1793  ___________________________________________________________________
 CP1793  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP1793  DYNAMIC HT  -          20.189 (meters)      66.24  (feet)  COMP
 CP1793  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CP1793
 CP1793  VERT ORDER  -  FIRST     CLASS I
 CP1793
 CP1793.The horizontal coordinates were scaled from a topographic map and have
 CP1793.an estimated accuracy of +/- 6 seconds.
 CP1793
 CP1793.The orthometric height was determined by differential leveling
 CP1793.and adjusted by the National Geodetic Survey in June 1991..
 CP1793
 CP1793.The geoid height was determined by GEOID03.
 CP1793
 CP1793.The dynamic height is computed by dividing the NAVD 88
 CP1793.geopotential number by the normal gravity value computed on the
 CP1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1793.degrees latitude (g = 980.6199 gals.).
 CP1793
 CP1793.The modeled gravity was interpolated from observed gravity values.
 CP1793
 CP1793;                    North         East    Units  Estimated Accuracy
 CP1793;SPC LA N     -   221,340.    1,047,900.      MT  (+/- 180 meters Scaled)
 CP1793
 CP1793                          SUPERSEDED SURVEY CONTROL
 CP1793
 CP1793  NGVD 29 (??/??/??)   20.252  (m)           66.44   (f) ADJUSTED    1 1
 CP1793
 CP1793.Superseded values are not recommended for survey control.
 CP1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1793.See file dsdata.txt to determine how the superseded data were derived.
 CP1793
 CP1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR948957(NAD 83)
 CP1793_MARKER: DS = TRIANGULATION STATION DISK
 CP1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1793_STAMPING: MONROE EAST BASE 1931 1966 BM
 CP1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1793+STABILITY: SURFACE MOTION
 CP1793
 CP1793  HISTORY     - Date     Condition        Report By
 CP1793  HISTORY     - 1966     MONUMENTED       CGS
 CP1793  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CP1793  HISTORY     - 1969     GOOD             NGS
 CP1793  HISTORY     - 1969     GOOD             CGS
 CP1793  HISTORY     - 1971     GOOD             NGS
 CP1793
 CP1793                          STATION DESCRIPTION
 CP1793
 CP1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CP1793'THE STATION WAS VISITED 8-4-66 AND THE STATION SURFACE MARK
 CP1793'WAS FOUND DISTURBED AND THE DISK GONE.  A NEW DISK WAS SET
 CP1793'IN THE MONUMENT AND PLUMBED OVER THE UNDERGROUND MARK WHICH WAS
 CP1793'FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2
 CP1793'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS
 CP1793'ESTABLISHED AT THIS DATE.  BM 1-23-5 (USE) AND BM1-23-4 (USE)
 CP1793'WERE NOT FOUND AT THIS DATE.  THE MILLHAVEN STATION WAS TORN
 CP1793'DOWN AND NO LONGER EXISTS.  A NEW DESCRIPTION FOLLOWS--
 CP1793'
 CP1793'THE STATION IS LOCATED ABOUT 8 MILES EAST OF MONROE, ON
 CP1793'PROPERTY OWNED BY THE ILLINOIS CENTRAL RAILROAD, IN THE
 CP1793'NORTHWEST ANGLE OF THE INTERSECTION OF THE TRACKS AND A BLACKTOP
 CP1793'ROAD LEADING NORTH, 55.5 FEET N. OF THE N. RAIL OF THE TRACK,
 CP1793'55 W. OF THE CENTERLINE OF THE ROAD LEADING N., 81 FEET NW OF
 CP1793'THE CENTER OF THE RAILROAD CROSSING, 39 FEET SSE OF THE POWER
 CP1793'POLE, 31 FEET NE OF THE 1ST TELEGRAPH POLE WEST OF THE
 CP1793'CROSSING, 1 FOOT E. OF A METAL WITNESS POST.  IT IS A STANDARD
 CP1793'DISK, STAMPED MONROE EAST BASE 1931 1966 BM, PROJECTING 4
 CP1793'INCHES AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACKS.
 CP1793'
 CP1793'REFERENCE MARK NO. 1 IS 237.18 FEET N. OF THE STATION, 298
 CP1793'FEET N OF THE N. RAIL OF THE TRACKS AT THE ROAD CROSSING,
 CP1793'32 FEET W. OF THE CENTER OF THE N-S ROAD, 38 FEET SE OF A POWER
 CP1793'POLE, 1 FOOT S. OF A METAL WITNESS POST AND 1 FOOT BELOW THE
 CP1793'LEVEL OF THE ROAD, IT IS A STANDARD DISK, STAMPED MONROE-EAST
 CP1793'BASE 1931, NO 1.
 CP1793'
 CP1793'REFERENCE MARK NO. 2 IS 0.2 MILE W. OF THE STATION AND ROAD
 CP1793'CROSSING, 5.5 FEET N. OF THE N. RAIL, 9 FEET S. OF A METAL
 CP1793'WITNESS POST, 196 FEET W OF A WHISTLE POST, 50 FEET N. OF
 CP1793'TELEGRAPH POLE NO. 7 AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CP1793'GROUND.  IT IS A STANDARD DISK STAMPED MONROE E. B NO 2 1931.
 CP1793'
 CP1793'REFERENCE MARK NO. 3 IS 88.92 FEET WNW OF THE STATION, 3 FEET
 CP1793'S. OF A RIGHT-OF-WAY FENCE LINE, 64 FEET W. OF A POWER POLE,
 CP1793'84 FEET N. OF THE N. RAIL OF THE TRACKS AND 1 FOOT E. OF A
 CP1793'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED MONROE
 CP1793'EAST BASE 1931 NO 3 1966, PROJECTING 4 INCHES.
 CP1793'
 CP1793'TO REACH THE STATION FROM THE NORTHEAST COLLEGE CAMPUS AT THE
 CP1793'INTERSECTION OF S. COLLEGE AVE. AND U.S. HIGHWAY 80, GO SOUTH
 CP1793'ON S. COLLEGE AVE. FOR 1.0 MILE TO POWELL AVE., TURN LEFT
 CP1793'AND GO SE FOR 0.7 MILE TO MILLHAVEN ROAD, TURN LEFT AND GO E. FOR
 CP1793'4.7 MILES TO A T INTERSECTION, TURN LEFT CROSSING TRACKS TO THE
 CP1793'STATION ON THE LEFT.
 CP1793
 CP1793                          STATION RECOVERY (1969)
 CP1793
 CP1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1793'7.0 MI E FROM MONROE.
 CP1793'7.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1793'MONROE, AT THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 594, IN THE
 CP1793'NORTHWEST ANGLE OF THE CROSSING, 55 1/2 FEET NORTH OF THE NORTH RAIL,
 CP1793'55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 81 FEET NORTHWEST OF
 CP1793'THE CENTER OF THE CROSSING, 39 FEET SOUTHEAST OF A POWER POLE, 31 FEET
 CP1793'NORTHEAST OF THE FIRST TELEPHONE POLE WEST OF THE CROSSING, 1.2 FEET
 CP1793'NORTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE
 CP1793'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CP1793'ABOVE THE SURFACE OF THE GROUND.  NOTE-- THE ELEVATION OF THIS MARK
 CP1793'SHOULD BE USED WITH CAUTION.
 CP1793
 CP1793                          STATION RECOVERY (1969)
 CP1793
 CP1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 CP1793'THE STATION MARK, STAMPED MONROE EAST BASE 1931 1966 BM, IS ABOUT
 CP1793'7.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1793'AT MONROE, IN SECTION 6, T 17 N, R 5 E, AT THE CROSSING OF THE
 CP1793'RAILROAD AND STATE HIGHWAY 594, IN THE NORTHWEST ANGLE OF THE
 CP1793'CROSSING, 55-1/2 FEET NORTH OF THE NORTH RAIL, 55 FEET WEST OF
 CP1793'THE CENTER LINE OF THE HIGHWAY, 81 FEET NORTHWEST OF THE CENTER
 CP1793'OF THE CROSSING, 39 FEET SOUTHEAST OF A POWER POLE, 31 FEET
 CP1793'NORTHEAST OF THE FIRST TELEPHONE POLE WEST OF THE CROSSING, 1.2 FEET
 CP1793'NORTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL
 CP1793'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CP1793'INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1793'
 CP1793'RM 2, STAMPED MONROE E.B. 1931 NO 2, IS 0.2 MILE WEST OF THE
 CP1793'STATION WEST, 5-1/2 FEET NORTH OF THE NORTH RAIL, 195 FEET WEST OF A
 CP1793'CONCRETE WHISTLE SIGN POST, 9.7 FEET SOUTH OF A METAL WITNESS POST,
 CP1793'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CP1793'CONCRETE POST WHICH IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CP1793'GROUND.
 CP1793'
 CP1793'RM 3, STAMPED MONROE EAST BASE 1931 NO 3 1966, IS 88.92 FEET
 CP1793'NORTHWEST OF THE STATION MARK, 84 FEET NORTH OF THE NORTH RAIL, 138
 CP1793'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET WEST OF A
 CP1793'POWER POLE, 6-1/2 FEET SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL
 CP1793'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 CP1793'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CP1793'SURFACE OF THE GROUND.
 CP1793'
 CP1793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES EAST.
 CP1793
 CP1793                          STATION RECOVERY (1971)
 CP1793
 CP1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP1793'STATION FOUND DISTURBED. SEE MONROE E BASE RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9071 ***********************************************************************
 AA9071  DESIGNATION -  MONROE E BASE RESET
 AA9071  PID         -  AA9071
 AA9071  STATE/COUNTY-  LA/OUACHITA
 AA9071  USGS QUAD   -  CREW LAKE (1982)
 AA9071
 AA9071                         *CURRENT SURVEY CONTROL
 AA9071  ___________________________________________________________________
 AA9071* NAD 83(1992)-  32 29 43.76859(N)    091 59 26.10035(W)     ADJUSTED  
 AA9071* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AA9071  ___________________________________________________________________
 AA9071  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA9071  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AA9071
 AA9071  HORZ ORDER  -  FIRST
 AA9071
 AA9071.The horizontal coordinates were established by classical geodetic methods
 AA9071.and adjusted by the National Geodetic Survey in January 1993..
 AA9071
 AA9071.The orthometric height was scaled from a topographic map.
 AA9071
 AA9071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9071
 AA9071.The geoid height was determined by GEOID03.
 AA9071
 AA9071;                    North         East     Units Scale Factor Converg.
 AA9071;SPC LA N     -   221,366.940 1,047,873.877   MT  0.99996545   +0 16 09.6
 AA9071;SPC LA N     -   726,268.04  3,437,899.54   sFT  0.99996545   +0 16 09.6
 AA9071;UTM  15      - 3,595,808.120   594,830.576   MT  0.99971089   +0 32 32.4
 AA9071
 AA9071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9071!SPC LA N     -   1.00000094  x   0.99996545  =   0.99996639
 AA9071!UTM  15      -   1.00000094  x   0.99971089  =   0.99971183
 AA9071
 AA9071|---------------------------------------------------------------------|
 AA9071| PID    Reference Object                     Distance      Geod. Az  |
 AA9071|                                                           dddmmss.s |
 AA9071| CP3073 I 23 4                              110.914 METERS 00257     |
 AA9071| CP1796 MONROE E BASE RM 1                   72.294 METERS 00508     |
 AA9071| CP1795 MONROE E BASE RM 2                                 2721942.3 |
 AA9071| CP1794 MONROE E EAST RM 3                   27.105 METERS 29428     |
 AA9071|---------------------------------------------------------------------|
 AA9071
 AA9071                          SUPERSEDED SURVEY CONTROL
 AA9071
 AA9071  NAD 83(1986)-  32 29 43.78199(N)    091 59 26.09338(W) AD(       ) 1
 AA9071
 AA9071.Superseded values are not recommended for survey control.
 AA9071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9071.See file dsdata.txt to determine how the superseded data were derived.
 AA9071
 AA9071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9483195808(NAD 83)
 AA9071_MARKER: DS = TRIANGULATION STATION DISK
 AA9071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA9071_STAMPING: MONROE E BASE 1931 1971
 AA9071_PROJECTION: FLUSH
 AA9071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9071+STABILITY: SURFACE MOTION
 AA9071
 AA9071  HISTORY     - Date     Condition        Report By
 AA9071  HISTORY     - 1971     MONUMENTED       NGS
 AA9071  HISTORY     - 1971     GOOD             NGS
 AA9071  HISTORY     - 1973     GOOD             NGS
 AA9071  HISTORY     - 1978     GOOD             LADTD
 AA9071
 AA9071                          STATION DESCRIPTION
 AA9071
 AA9071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 AA9071'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED.  THE
 AA9071'REFERENCE MARKS ARE IN GOOD CONDITION.  STATION SURFACE MARK HAD
 AA9071'BEEN HIT BY A HEAVY PIECE OF MACHINERY BUT WAS STILL SOLID IN THE
 AA9071'GROUND.  REFERENCE MARK NUMBER 1 WAS NOT FOUND.
 AA9071'
 AA9071'AN ECCENTRIC REDUCTION WAS DONE TO CHECK THE MONROE EAST
 AA9071'BASE TO MONROE WEST BASE BASELINE DISTANCE.  THE DISTANCE
 AA9071'DID NOT CHECK THE PREVIOUS DISTANCE, THEREFORE THE SURFACE
 AA9071'MARK WAS PULLED AND THE WORK WAS DONE FROM THE SUB-SURFACE
 AA9071'MARK DISK.  THE DISTANCE THEN CHECKED THE PREVIOUS DISTANCE
 AA9071'ADEQUATELY.
 AA9071'
 AA9071'DISTANCE TO REFERENCE MARK 3 DID NOT CHECK THE 1966 DISTANCE
 AA9071'BY 0.027 METERS.
 AA9071'
 AA9071'REFERENCE MARK NUMBER 2 IS OBSTRUCTED TO THE STATION MARK.
 AA9071'
 AA9071'STATION IS LOCATED ABOUT 7 MILES EAST OF THE CENTRAL SECTION OF
 AA9071'MONROE, 82-1/2 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 594
 AA9071'AND THE ILLINOIS CENTRAL RAILROAD TRACK, 55.0 FEET NORTH OF THE
 AA9071'NORTH RAIL OF THE RAILROAD TRACK, 55 FEET WEST OF THE APPROXIMATE
 AA9071'CENTER OF HIGHWAY 594, 41.0 FEET SOUTH-SOUTHEAST OF A POWERLINE
 AA9071'POLE, 39.0 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST AND ON
 AA9071'PROPERTY OF THE ILLINOIS CENTRAL RAILROAD.
 AA9071'
 AA9071'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 165 BYPASS
 AA9071'OVERPASS AND STATE HIGHWAY 594 (MILHAVEN ROAD) WHICH IS AT THE EAST
 AA9071'EDGE OF MONROE.  GO EAST ON HIGHWAY 594 (MILHAVEN ROAD) FOR 5.3
 AA9071'MILES TO REFERENCE MARK NUMBER 2 ON THE LEFT, ACROSS THE RAILROAD
 AA9071'TRACK, AS DESCRIBED.  CONTINUE EAST ON HIGHWAY 594 FOR 0.2 MILE
 AA9071'TO A T-ROAD JUNCTION AND WHERE HIGHWAY 594 TURNS LEFT.  TURN LEFT
 AA9071'AND GO NORTH ON HIGHWAY 594, CROSSING THE RAILROAD TRACK FOR
 AA9071'ABOUT 300 FEET TO THE STATION MARK ON THE LEFT, IN THE BAR DITCH.
 AA9071'
 AA9071'STATION MARKS ARE STANDARD STATION MARK DISKS.  STATION
 AA9071'SURFACE DISK IS STAMPED MONROE E BASE 1931 1971, SET IN
 AA9071'THE TOP OF A 12 IN X 12 IN CYLINDRICAL CONCRETE MONUMENT THAT
 AA9071'IS FLUSH WITH THE GROUND SURFACE.  THE SUB-SURFACE DISK
 AA9071'IS STAMPED MONROE E BASE 1931, SET IN THE TOP OF AN
 AA9071'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 AA9071'GROUND SURFACE.
 AA9071'
 AA9071'REFERENCE MARK 2 DISK IS STAMPED MONROE E.B. NO 2 1931 AND THE
 AA9071'MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS
 AA9071'196.0 FEET WEST OF A RAILROAD CONCRETE POST WITH A W ON IT, 50.0
 AA9071'FEET NORTH OF A TELEGRAPH POLE NO 7 AND 5.5 FEET NORTH OF THE
 AA9071'NORTH RAIL OF TRACK.
 AA9071'
 AA9071'REFERENCE MARK NUMBER 3 DISK IS STAMPED MONROE EAST BASE
 AA9071'NO 3 1931 1966 AND THE MARK PROJECTS 2 INCHES.  MARK IS 139
 AA9071'FEET WEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 594,
 AA9071'87.0 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 6.0
 AA9071'FEET SOUTH OF A FENCELINE AND 1 FOOT EAST OF A METAL WITNESS
 AA9071'POST.
 AA9071'
 AA9071'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AA9071'7 MILES EAST OF MONROE.
 AA9071
 AA9071                          STATION RECOVERY (1973)
 AA9071
 AA9071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 AA9071'THE STATION IS LOCATED 7 MILES EAST OF MONROE, IN SECTION 31,
 AA9071'T18N-R5E, AND ON PROPERTY OWNED BY ILLINOIS CENTRAL RAILROAD.  IT
 AA9071'IS 83 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 594 AND
 AA9071'THE ILLINOIS CENTRAL RAILROAD TRACK, 55 FEET NORTH OF THE NORTH
 AA9071'RAIL OF THE RAILROAD TRACK, 55 FEET WEST OF THE CENTERLINE OF
 AA9071'STATE HIGHWAY 594, 41 FEET SOUTH-SOUTHWEST OF A POWER POLE, 39
 AA9071'FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST.
 AA9071'
 AA9071'IT IS A STANDARD TRIANGULATION DISC, STAMPED MONROE E. BASE
 AA9071'1931-1971, FLUSH WITH THE GROUND.  THE SUBSURFACE MARK DISC IS
 AA9071'STAMPED MONROE E. BASE 1931, SET IN THE TOP OF AN IRREGULAR
 AA9071'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE SURFACE OF THE GROUND.
 AA9071'
 AA9071'REFERENCE MARK NO. 1 IS 237.18 FEET NORTH OF THE STATION.  IT IS
 AA9071'298 FEET NORTH OF THE NORTH RAIL OF THE TRACKS AT THE ROAD
 AA9071'CROSSING, 32 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 38
 AA9071'FEET SOUTHEAST OF A POWER POLE, 1 FOOT SOUTHEAST OF A METAL
 AA9071'WITNESS POST.  IT IS A STANDARD DISC STAMPED MONROE E. BASE
 AA9071'1931 NO. 1.
 AA9071'
 AA9071'REFERENCE MARK NO. 2 IS 0.2 MILE WEST OF THE STATION.  IT IS 196
 AA9071'FEET WEST OF A RAILROAD CONCRETE POST WITH A W ON IT, 50 FEET
 AA9071'NORTH OF TELEGRAPH POLE NO. 7, AND 5.5 FEET NORTH OF THE NORTH
 AA9071'RAIL OF THE RAILROAD TRACK.  IT IS A STANDARD REFERENCE MARK DISC
 AA9071'STAMPED MONROE E. B. NO. 2 1931, 12 INCHES BELOW THE GROUND.
 AA9071'
 AA9071'REFERENCE MARK NO. 3 IS 88.92 FEET WEST-NORTHWEST OF THE
 AA9071'STATION.  IT IS 139 FEET WEST OF THE CENTER OF STATE HIGHWAY 594,
 AA9071'87 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 6 FEET
 AA9071'SOUTH OF A FENCE LINE, AND 1 FOOT EAST OF A METAL WITNESS
 AA9071'POST.  IT IS A STANDARD REFERENCE MARK DISC, STAMPED MONROE
 AA9071'E. BASE NO. 3 1931-1966, PROJECTING 2 INCHES.
 AA9071'
 AA9071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165
 AA9071'BY-PASS OVERPASS AND STATE HIGHWAY 594 (MILHAVEN ROAD), GO EAST
 AA9071'ON STATE HIGHWAY 594 (MILHAVEN ROAD) FOR 5.3 MILES TO REFERENCE
 AA9071'MARK NO. 2 ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 594 FOR
 AA9071'0.2 MILE TO A T-ROAD WHERE STATE HIGHWAY 594 TURNS LEFT.  TURN
 AA9071'LEFT AND GO NORTH ON STATE HIGHWAY 594 ACROSS THE TRACKS FOR
 AA9071'ABOUT 300 FEET TO THE STATION WHICH IS SET TO THE LEFT OF THE
 AA9071'HIGHWAY IN THE BAR DITCH.
 AA9071'
 AA9071'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AA9071'
 AA9071'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AA9071'2.T MILES EAST OF MONROE.
 AA9071
 AA9071                          STATION RECOVERY (1978)
 AA9071
 AA9071'RECOVERY NOTE BY LA TRANSP AND DEV 1978 (JEG)
 AA9071'MONROE EAST BASE GOOD
 AA9071'
 AA9071'1931 1966 BM
 AA9071'
 AA9071'RM 2 AND RM 3 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1795 ***********************************************************************
 CP1795  DESIGNATION -  MONROE E BASE RM 2
 CP1795  PID         -  CP1795
 CP1795  STATE/COUNTY-  LA/OUACHITA
 CP1795  USGS QUAD   -  CREW LAKE (1982)
 CP1795
 CP1795                         *CURRENT SURVEY CONTROL
 CP1795  ___________________________________________________________________
 CP1795* NAD 83(1986)-  32 29 44.     (N)    091 59 37.     (W)     SCALED    
 CP1795* NAVD 88     -        21.765  (meters)      71.41   (feet)  ADJUSTED  
 CP1795  ___________________________________________________________________
 CP1795  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP1795  DYNAMIC HT  -          21.741 (meters)      71.33  (feet)  COMP
 CP1795  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CP1795
 CP1795  VERT ORDER  -  FIRST     CLASS I
 CP1795
 CP1795.The horizontal coordinates were scaled from a topographic map and have
 CP1795.an estimated accuracy of +/- 6 seconds.
 CP1795
 CP1795.The orthometric height was determined by differential leveling
 CP1795.and adjusted by the National Geodetic Survey in June 1991..
 CP1795
 CP1795.The geoid height was determined by GEOID03.
 CP1795
 CP1795.The dynamic height is computed by dividing the NAVD 88
 CP1795.geopotential number by the normal gravity value computed on the
 CP1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1795.degrees latitude (g = 980.6199 gals.).
 CP1795
 CP1795.The modeled gravity was interpolated from observed gravity values.
 CP1795
 CP1795;                    North         East    Units  Estimated Accuracy
 CP1795;SPC LA N     -   221,370.    1,047,590.      MT  (+/- 180 meters Scaled)
 CP1795
 CP1795                          SUPERSEDED SURVEY CONTROL
 CP1795
 CP1795  NGVD 29 (??/??/??)   21.806  (m)           71.54   (f) ADJUSTED    1 1
 CP1795
 CP1795.Superseded values are not recommended for survey control.
 CP1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1795.See file dsdata.txt to determine how the superseded data were derived.
 CP1795
 CP1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR945958(NAD 83)
 CP1795_MARKER: DR = REFERENCE MARK DISK
 CP1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1795_STAMPING: MONROE E.B. 1931 NO 2
 CP1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1795+STABILITY: SURFACE MOTION
 CP1795
 CP1795  HISTORY     - Date     Condition        Report By
 CP1795  HISTORY     - 1931     MONUMENTED       CGS
 CP1795  HISTORY     - 1969     GOOD             NGS
 CP1795  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CP1795
 CP1795                          STATION DESCRIPTION
 CP1795
 CP1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CP1795'6.8 MI E FROM MONROE.
 CP1795'6.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1795'MONROE, 0.2 MILE WEST OF THE CROSSING OF THE RAILROAD AND STATE
 CP1795'HIGHWAY 594, 0.2 MILE WEST OF TRIANGULATION STATION MONROE E BASE
 CP1795'1966, 5 1/2 FEET NORTH OF THE NORTH RAIL, 195 FEET WEST OF A CONCRETE
 CP1795'WHISTLE SIGN POST, 9.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2
 CP1795'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CP1795'POST WHICH IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
 CP1795
 CP1795                          STATION RECOVERY (1997)
 CP1795
 CP1795'RECOVERY NOTE BY US POWER SQUADRON 1997
 CP1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1794 ***********************************************************************
 CP1794  DESIGNATION -  MONROE E EAST RM 3
 CP1794  PID         -  CP1794
 CP1794  STATE/COUNTY-  LA/OUACHITA
 CP1794  USGS QUAD   -  CREW LAKE (1982)
 CP1794
 CP1794                         *CURRENT SURVEY CONTROL
 CP1794  ___________________________________________________________________
 CP1794* NAD 83(1986)-  32 29 44.     (N)    091 59 27.     (W)     SCALED    
 CP1794* NAVD 88     -        20.564  (meters)      67.47   (feet)  ADJUSTED  
 CP1794  ___________________________________________________________________
 CP1794  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP1794  DYNAMIC HT  -          20.541 (meters)      67.39  (feet)  COMP
 CP1794  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CP1794
 CP1794  VERT ORDER  -  FIRST     CLASS I
 CP1794
 CP1794.The horizontal coordinates were scaled from a topographic map and have
 CP1794.an estimated accuracy of +/- 6 seconds.
 CP1794
 CP1794.The orthometric height was determined by differential leveling
 CP1794.and adjusted by the National Geodetic Survey in June 1991..
 CP1794
 CP1794.The geoid height was determined by GEOID03.
 CP1794
 CP1794.The dynamic height is computed by dividing the NAVD 88
 CP1794.geopotential number by the normal gravity value computed on the
 CP1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1794.degrees latitude (g = 980.6199 gals.).
 CP1794
 CP1794.The modeled gravity was interpolated from observed gravity values.
 CP1794
 CP1794;                    North         East    Units  Estimated Accuracy
 CP1794;SPC LA N     -   221,370.    1,047,850.      MT  (+/- 180 meters Scaled)
 CP1794
 CP1794                          SUPERSEDED SURVEY CONTROL
 CP1794
 CP1794  NGVD 29 (??/??/??)   20.605  (m)           67.60   (f) ADJUSTED    1 1
 CP1794
 CP1794.Superseded values are not recommended for survey control.
 CP1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1794.See file dsdata.txt to determine how the superseded data were derived.
 CP1794
 CP1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR948958(NAD 83)
 CP1794_MARKER: DR = REFERENCE MARK DISK
 CP1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1794_STAMPING: MONROE EAST BASE 1931 NO 3 1966
 CP1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1794+STABILITY: SURFACE MOTION
 CP1794
 CP1794  HISTORY     - Date     Condition        Report By
 CP1794  HISTORY     - 1966     MONUMENTED       CGS
 CP1794  HISTORY     - 1969     GOOD             NGS
 CP1794  HISTORY     - 19970622 GOOD             USPSQD
 CP1794
 CP1794                          STATION DESCRIPTION
 CP1794
 CP1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CP1794'7.0 MI E FROM MONROE.
 CP1794'7.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1794'MONROE, AT THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 594, 84 FEET
 CP1794'NORTH OF THE NORTH RAIL, 138 FEET WEST OF THE CENTER LINE OF THE
 CP1794'HIGHWAY, 64 FEET EAST OF A POWER POLE, 6 1/2 FEET SOUTH OF A FENCE,
 CP1794'88.92 FEET NORTHWEST OF TRIANGULATION STATION MONROE E BASE 1966, 1.0
 CP1794'FOOT EAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 CP1794'TRACK, AND SET IN THE TOP OF A CONCRETE WHICH PROJECTS 3 INCHES ABOVE
 CP1794'THE SURFACE OF THE GROUND.
 CP1794
 CP1794                          STATION RECOVERY (1997)
 CP1794
 CP1794'RECOVERY NOTE BY US POWER SQUADRON 1997
 CP1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2671 ***********************************************************************
 CQ2671  DESIGNATION -  MONROE EAST MUN TANK
 CQ2671  PID         -  CQ2671
 CQ2671  STATE/COUNTY-  LA/OUACHITA
 CQ2671  USGS QUAD   -  MONROE NORTH (1994)
 CQ2671
 CQ2671                         *CURRENT SURVEY CONTROL
 CQ2671  ___________________________________________________________________
 CQ2671* NAD 83(1992)-  32 31 07.37707(N)    092 04 57.00406(W)     ADJUSTED  
 CQ2671* NAVD 88     -                                                        
 CQ2671  ___________________________________________________________________
 CQ2671  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CQ2671  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2671
 CQ2671  HORZ ORDER  -  THIRD
 CQ2671
 CQ2671.The horizontal coordinates were established by classical geodetic methods
 CQ2671.and adjusted by the National Geodetic Survey in January 1993..
 CQ2671
 CQ2671
 CQ2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2671
 CQ2671.The geoid height was determined by GEOID03.
 CQ2671
 CQ2671;                    North         East     Units Scale Factor Converg.
 CQ2671;SPC LA N     -   223,905.402 1,039,225.774   MT  0.99996961   +0 13 14.6
 CQ2671;SPC LA N     -   734,596.31  3,409,526.56   sFT  0.99996961   +0 13 14.6
 CQ2671;UTM  15      - 3,598,304.716   586,172.794   MT  0.99969157   +0 29 35.7
 CQ2671
 CQ2671                          SUPERSEDED SURVEY CONTROL
 CQ2671
 CQ2671  NAD 83(1986)-  32 31 07.39060(N)    092 04 56.99725(W) AD(       ) 4
 CQ2671  NAD 27      -  32 31 06.87438(N)    092 04 56.51692(W) AD(       ) 3
 CQ2671
 CQ2671.Superseded values are not recommended for survey control.
 CQ2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2671.See file dsdata.txt to determine how the superseded data were derived.
 CQ2671
 CQ2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8617398305(NAD 83)
 CQ2671_MARKER: 53 = ELEVATED TANK
 CQ2671
 CQ2671  HISTORY     - Date     Condition        Report By
 CQ2671  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2671  HISTORY     - 1977     GOOD             NGS
 CQ2671  HISTORY     - 19910515 GOOD             USPSQD
 CQ2671
 CQ2671                          STATION DESCRIPTION
 CQ2671
 CQ2671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2671'STATION IS THE RED LIGHT AT TOP OF THE MONROE EAST MUNICIPAL
 CQ2671'WATER TANK WHICH IS A LARGE STEEL TANK, 150 FEET IN HEIGHT,
 CQ2671'RED-WHITE IN COLOR AND SUPPORTED BY 9 TUBULAR TYPE STEEL LEGS.
 CQ2671'
 CQ2671'LOCATED IN THE NORTHEAST SECTION OF MONROE, IN THE NORTHWEST
 CQ2671'ANGLE OF THE GRAMMONT-STANLEY STREETS INTERSECTION AND INSIDE A
 CQ2671'SMALL FENCED AREA.
 CQ2671
 CQ2671                          STATION RECOVERY (1977)
 CQ2671
 CQ2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 CQ2671'RECOVERED IN GOOD CONDITION.
 CQ2671
 CQ2671                          STATION RECOVERY (1991)
 CQ2671
 CQ2671'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2662 ***********************************************************************
 CQ2662  DESIGNATION -  MONROE FRANCIS HOTEL BN LT ROD
 CQ2662  PID         -  CQ2662
 CQ2662  STATE/COUNTY-  LA/OUACHITA
 CQ2662  USGS QUAD   -  MONROE NORTH (1994)
 CQ2662
 CQ2662                         *CURRENT SURVEY CONTROL
 CQ2662  ___________________________________________________________________
 CQ2662* NAD 83(1992)-  32 30 06.57813(N)    092 06 57.17178(W)     ADJUSTED  
 CQ2662* NAVD 88     -                                                        
 CQ2662  ___________________________________________________________________
 CQ2662  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CQ2662  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2662
 CQ2662  HORZ ORDER  -  THIRD
 CQ2662
 CQ2662.The horizontal coordinates were established by classical geodetic methods
 CQ2662.and adjusted by the National Geodetic Survey in September 1999..
 CQ2662
 CQ2662
 CQ2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2662
 CQ2662.The geoid height was determined by GEOID03.
 CQ2662
 CQ2662;                    North         East     Units Scale Factor Converg.
 CQ2662;SPC LA N     -   222,021.000 1,036,096.242   MT  0.99996657   +0 12 11.1
 CQ2662;SPC LA N     -   728,413.90  3,399,259.09   sFT  0.99996657   +0 12 11.1
 CQ2662;UTM  15      - 3,596,405.996   583,053.124   MT  0.99968506   +0 28 30.3
 CQ2662
 CQ2662                          SUPERSEDED SURVEY CONTROL
 CQ2662
 CQ2662  NAD 83(1992)-  32 30 06.57704(N)    092 06 57.17579(W) AD(       ) 4
 CQ2662  NAD 83(1986)-  32 30 06.62014(N)    092 06 57.05926(W) AD(       ) 4
 CQ2662  NAD 27      -  32 30 05.88000(N)    092 06 57.39000(W) AD(       ) 3
 CQ2662
 CQ2662.Superseded values are not recommended for survey control.
 CQ2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2662.See file dsdata.txt to determine how the superseded data were derived.
 CQ2662
 CQ2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8305396406(NAD 83)
 CQ2662_MARKER: 84 = LIGHTNING ROD
 CQ2662
 CQ2662  HISTORY     - Date     Condition        Report By
 CQ2662  HISTORY     - 1939     FIRST OBSERVED   CGS
 CQ2662  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ2662
 CQ2662                          STATION DESCRIPTION
 CQ2662
 CQ2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CQ2662'POINT OBSERVED UPON WAS THE CENTER OF BEACON LIGHT ON THE ROOF
 CQ2662'OF FRANCIS HOTEL IN MONROE.  LIGHT IS A DOME-SHAPED STRUCTURE,
 CQ2662'ILLUMINATED BY NEON, AND IS VISIBLE UP TO 30 MILES FROM
 CQ2662'MONROE.
 CQ2662'
 CQ2662'OBSERVED UPON FROM TRIANGULATION STATIONS SICARD 1931, AND
 CQ2662'HACKBERRY
 CQ2662
 CQ2662                          STATION RECOVERY (2003)
 CQ2662
 CQ2662'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRR)
 CQ2662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2726 ***********************************************************************
 CQ2726  DESIGNATION -  MONROE LOUISVILLE COOP W TK
 CQ2726  PID         -  CQ2726
 CQ2726  STATE/COUNTY-  LA/OUACHITA
 CQ2726  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2726
 CQ2726                         *CURRENT SURVEY CONTROL
 CQ2726  ___________________________________________________________________
 CQ2726* NAD 83(1992)-  32 28 45.40479(N)    092 06 35.02282(W)     ADJUSTED  
 CQ2726* NAVD 88     -                                                        
 CQ2726  ___________________________________________________________________
 CQ2726  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CQ2726  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2726
 CQ2726  HORZ ORDER  -  THIRD
 CQ2726
 CQ2726.The horizontal coordinates were established by classical geodetic methods
 CQ2726.and adjusted by the National Geodetic Survey in January 1993..
 CQ2726
 CQ2726
 CQ2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2726
 CQ2726.The geoid height was determined by GEOID03.
 CQ2726
 CQ2726;                    North         East     Units Scale Factor Converg.
 CQ2726;SPC LA N     -   219,522.684 1,036,683.403   MT  0.99996264   +0 12 22.8
 CQ2726;SPC LA N     -   720,217.34  3,401,185.46   sFT  0.99996264   +0 12 22.8
 CQ2726;UTM  15      - 3,593,911.190   583,651.967   MT  0.99968629   +0 28 41.2
 CQ2726
 CQ2726                          SUPERSEDED SURVEY CONTROL
 CQ2726
 CQ2726  NAD 83(1986)-  32 28 45.41834(N)    092 06 35.01579(W) AD(       ) 4
 CQ2726  NAD 27      -  32 28 44.89637(N)    092 06 34.53170(W) AD(       ) 3
 CQ2726
 CQ2726.Superseded values are not recommended for survey control.
 CQ2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2726.See file dsdata.txt to determine how the superseded data were derived.
 CQ2726
 CQ2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8365293911(NAD 83)
 CQ2726_MARKER: 53 = ELEVATED TANK
 CQ2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2726+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ2726
 CQ2726  HISTORY     - Date     Condition        Report By
 CQ2726  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2726  HISTORY     - 19910515 GOOD             USPSQD
 CQ2726  HISTORY     - 20030301 GOOD             USPSQD
 CQ2726
 CQ2726                          STATION DESCRIPTION
 CQ2726
 CQ2726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2726'STATION IS THE STEEL BALL AT TOP-CENTER OF THE CONICAL
 CQ2726'SHAPED ROOF OF THE LOUISVILLE COOPERAGE COMPANY WATER TANK WHICH
 CQ2726'IS A CYLINDRICAL SHAPED STEEL TANK, 140 FEET IN HEIGHT, WHITE IN
 CQ2726'COLOR, SUPPORTED BY 4 DOUBLE CHANNEL STEEL LEGS.  OLD CHARTER AND
 CQ2726'I.W. HARPER IS PRINTED ON THE SIDE OF TANK IN RED LETTERS.
 CQ2726'
 CQ2726'LOCATED AT 2500 JACKSON STREET, IN THE SOUTHEAST SECTION OF
 CQ2726'MONROE AND IN THE NORTHWEST SECTION OF THE COMPANY GROUNDS.
 CQ2726
 CQ2726                          STATION RECOVERY (1991)
 CQ2726
 CQ2726'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2726'RECOVERED IN GOOD CONDITION.
 CQ2726
 CQ2726                          STATION RECOVERY (2003)
 CQ2726
 CQ2726'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRR)
 CQ2726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2659 ***********************************************************************
 CQ2659  DESIGNATION -  MONROE MUNICIPAL TANK
 CQ2659  PID         -  CQ2659
 CQ2659  STATE/COUNTY-  LA/OUACHITA
 CQ2659  USGS QUAD   -  MONROE NORTH (1994)
 CQ2659
 CQ2659                         *CURRENT SURVEY CONTROL
 CQ2659  ___________________________________________________________________
 CQ2659* NAD 83(1992)-  32 30 10.23737(N)    092 06 14.41705(W)     ADJUSTED  
 CQ2659* NAVD 88     -                                                        
 CQ2659  ___________________________________________________________________
 CQ2659  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CQ2659  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2659
 CQ2659  HORZ ORDER  -  THIRD
 CQ2659
 CQ2659.The horizontal coordinates were established by classical geodetic methods
 CQ2659.and adjusted by the National Geodetic Survey in January 1993..
 CQ2659
 CQ2659
 CQ2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2659
 CQ2659.The geoid height was determined by GEOID03.
 CQ2659
 CQ2659;                    North         East     Units Scale Factor Converg.
 CQ2659;SPC LA N     -   222,137.733 1,037,211.861   MT  0.99996675   +0 12 33.7
 CQ2659;SPC LA N     -   728,796.88  3,402,919.25   sFT  0.99996675   +0 12 33.7
 CQ2659;UTM  15      - 3,596,527.991   584,167.863   MT  0.99968736   +0 28 53.3
 CQ2659
 CQ2659                          SUPERSEDED SURVEY CONTROL
 CQ2659
 CQ2659  NAD 83(1986)-  32 30 10.25095(N)    092 06 14.40972(W) AD(       ) 4
 CQ2659  NAD 27      -  32 30 09.73167(N)    092 06 13.92652(W) AD(       ) 3
 CQ2659
 CQ2659.Superseded values are not recommended for survey control.
 CQ2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2659.See file dsdata.txt to determine how the superseded data were derived.
 CQ2659
 CQ2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8416896528(NAD 83)
 CQ2659_MARKER: 51 = TANK
 CQ2659
 CQ2659  HISTORY     - Date     Condition        Report By
 CQ2659  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ2659  HISTORY     - 1955     MARK NOT FOUND   CGS
 CQ2659  HISTORY     - 19910515 GOOD             USPSQD
 CQ2659  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 CQ2659  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ2659
 CQ2659                          STATION DESCRIPTION
 CQ2659
 CQ2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 CQ2659'STATION WAS NOT FOUND.  NO CHECK TRIANGLE WAS OBSERVED AND
 CQ2659'NO DESCRIPTION WAS MADE WHEN ESTABLISHED.  THE POSITION WAS
 CQ2659'P LOTTED ON A QUADRANGLE MAP AND SEARCHED FOR BUT THERE
 CQ2659'IS NO TANK IN THIS VICINITY.  FROM INFORMATION RECEIVED AT
 CQ2659'THE MONROE WATER DEPT, NO TANK EVER EXISTED IN THIS AREA.
 CQ2659'
 CQ2659'A SETUP WAS MADE AT MONROE WEST BASE, 1931 AND THE ANGLE
 CQ2659'MEASURED BETWEEN R.M. 2 AND WEST MONROE, MUNICIPAL WATER
 CQ2659'TANK, 1931, AND THIS WAS 95 DEG 33 MIN 44 SEC.  THE ANGLE
 CQ2659'TO MONROE MUNICIPAL WATER TANK 1931 TAKEN FROM THE G.P. LIST
 CQ2659'IS 95 DEG - 31 MIN - 00 SEC.  THIS IS CONSIDERED A FAIR CHECK
 CQ2659'BECAUSE MONROE WEST BASE 1931 WAS FOUND WITH THE TOP 4 INCHES
 CQ2659'BROKEN OFF AND THE CENTER OF THE MONUMENT WAS USED AND
 CQ2659'CONSIDERED ACCURATE TO ABOUT ONE HALF INCH.
 CQ2659'
 CQ2659'FROM THIS IT IS CONCLUDED THAT THE WEST MONROE MUNICIPAL WATER
 CQ2659'TANK WAS OBSERVED UPON FOR WHAT WAS CALLED MONROE MUNICIPAL
 CQ2659'WATER TANK AND A DIFFERENT TANK OBSERVED UPON FROM COLE 1931.
 CQ2659'WEST MONROE MUNI WATER TANK WAS LOCATED FROM THREE DIFFERENT
 CQ2659'STATIONS.
 CQ2659
 CQ2659                          STATION RECOVERY (1991)
 CQ2659
 CQ2659'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2659'RECOVERED IN GOOD CONDITION.
 CQ2659
 CQ2659                          STATION RECOVERY (1996)
 CQ2659
 CQ2659'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2659'MARK NOT FOUND.
 CQ2659
 CQ2659                          STATION RECOVERY (2003)
 CQ2659
 CQ2659'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRR)
 CQ2659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2761 ***********************************************************************
 CQ2761  DESIGNATION -  MONROE RAD STA 684 MAST
 CQ2761  PID         -  CQ2761
 CQ2761  STATE/COUNTY-  LA/OUACHITA
 CQ2761  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2761
 CQ2761                         *CURRENT SURVEY CONTROL
 CQ2761  ___________________________________________________________________
 CQ2761* NAD 83(1992)-  32 25 44.94587(N)    092 13 29.20399(W)     ADJUSTED  
 CQ2761* NAVD 88     -                                                        
 CQ2761  ___________________________________________________________________
 CQ2761  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CQ2761  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2761
 CQ2761  HORZ ORDER  -  THIRD
 CQ2761
 CQ2761.The horizontal coordinates were established by classical geodetic methods
 CQ2761.and adjusted by the National Geodetic Survey in January 1993..
 CQ2761
 CQ2761
 CQ2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2761
 CQ2761.The geoid height was determined by GEOID03.
 CQ2761
 CQ2761;                    North         East     Units Scale Factor Converg.
 CQ2761;SPC LA N     -   213,930.853 1,025,883.440   MT  0.99995446   +0 08 43.8
 CQ2761;SPC LA N     -   701,871.47  3,365,752.59   sFT  0.99995446   +0 08 43.8
 CQ2761;UTM  15      - 3,588,269.939   572,881.618   MT  0.99966550   +0 24 56.6
 CQ2761
 CQ2761                          SUPERSEDED SURVEY CONTROL
 CQ2761
 CQ2761  NAD 83(1986)-  32 25 44.95948(N)    092 13 29.19601(W) AD(       ) 4
 CQ2761  NAD 27      -  32 25 44.42746(N)    092 13 28.70023(W) AD(       ) 3
 CQ2761
 CQ2761.Superseded values are not recommended for survey control.
 CQ2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2761.See file dsdata.txt to determine how the superseded data were derived.
 CQ2761
 CQ2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7288288270(NAD 83)
 CQ2761_MARKER: 42 = RADIO/TV MAST
 CQ2761
 CQ2761  HISTORY     - Date     Condition        Report By
 CQ2761  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2761  HISTORY     - 1990     GOOD             USPSQD
 CQ2761  HISTORY     - 1991     GOOD             USPSQD
 CQ2761  HISTORY     - 19910515 GOOD             USPSQD
 CQ2761
 CQ2761                          STATION DESCRIPTION
 CQ2761
 CQ2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2761'STATION IS THE CENTER OF THE MONROE SAND AND GRAVEL COMPANY
 CQ2761'RADIO STATION 684 MAST WHICH IS A SLENDER TRIANGULAR SHAPED
 CQ2761'STEEL MAST, 150 FEET IN HEIGHT AND UNPAINTED.
 CQ2761'
 CQ2761'LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF WEST MONROE, 40.26 FEET
 CQ2761'EAST-SOUTHEAST OF TRIANGULATION STATION MARX RM 3, IN SECTION
 CQ2761'25.  T 17 N.  R 2 E AND ON LAND WHICH IS OWNED BY MR. J.P.
 CQ2761'ARMSTRONG OF ROUTE 2, ARRAT ROAD, WEST MONROE, LOUISIANA, 71291.
 CQ2761
 CQ2761                          STATION RECOVERY (1990)
 CQ2761
 CQ2761'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2761'RECOVERED IN GOOD CONDITION.
 CQ2761
 CQ2761                          STATION RECOVERY (1991)
 CQ2761
 CQ2761'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2761'RECOVERED IN GOOD CONDITION.
 CQ2761
 CQ2761                          STATION RECOVERY (1991)
 CQ2761
 CQ2761'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2722 ***********************************************************************
 CQ2722  DESIGNATION -  MONROE RAD STA KLIC MAST
 CQ2722  PID         -  CQ2722
 CQ2722  STATE/COUNTY-  LA/OUACHITA
 CQ2722  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2722
 CQ2722                         *CURRENT SURVEY CONTROL
 CQ2722  ___________________________________________________________________
 CQ2722* NAD 83(1992)-  32 29 15.38486(N)    092 05 25.04187(W)     ADJUSTED  
 CQ2722* NAVD 88     -                                                        
 CQ2722  ___________________________________________________________________
 CQ2722  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ2722  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2722
 CQ2722  HORZ ORDER  -  THIRD
 CQ2722
 CQ2722.The horizontal coordinates were established by classical geodetic methods
 CQ2722.and adjusted by the National Geodetic Survey in January 1993..
 CQ2722
 CQ2722
 CQ2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2722
 CQ2722.The geoid height was determined by GEOID03.
 CQ2722
 CQ2722;                    North         East     Units Scale Factor Converg.
 CQ2722;SPC LA N     -   220,452.901 1,038,507.078   MT  0.99996407   +0 12 59.8
 CQ2722;SPC LA N     -   723,269.23  3,407,168.64   sFT  0.99996407   +0 12 59.8
 CQ2722;UTM  15      - 3,594,849.793   585,470.706   MT  0.99969008   +0 29 19.1
 CQ2722
 CQ2722                          SUPERSEDED SURVEY CONTROL
 CQ2722
 CQ2722  NAD 83(1986)-  32 29 15.39838(N)    092 05 25.03487(W) AD(       ) 4
 CQ2722  NAD 27      -  32 29 14.87852(N)    092 05 24.55270(W) AD(       ) 3
 CQ2722
 CQ2722.Superseded values are not recommended for survey control.
 CQ2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2722.See file dsdata.txt to determine how the superseded data were derived.
 CQ2722
 CQ2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8547194850(NAD 83)
 CQ2722_MARKER: 42 = RADIO/TV MAST
 CQ2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2722+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ2722
 CQ2722  HISTORY     - Date     Condition        Report By
 CQ2722  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2722  HISTORY     - 1990     GOOD             USPSQD
 CQ2722  HISTORY     - 1991     GOOD             USPSQD
 CQ2722  HISTORY     - 19910515 GOOD             USPSQD
 CQ2722  HISTORY     - 20030301 GOOD             USPSQD
 CQ2722
 CQ2722                          STATION DESCRIPTION
 CQ2722
 CQ2722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2722'STATION IS THE RED LIGHT AT THE TOP OF THE RADIO STATION KLIC
 CQ2722'MAST WHICH IS A SLENDER TRIANGULAR SHAPED SKELETON STEEL
 CQ2722'MAST, 195 FEET IN HEIGHT AND PAINTED RED-WHITE ALTERNATE SECTIONS.
 CQ2722'
 CQ2722'LOCATED IN THE SOUTHEAST SECTION OF MONROE, 0.35 MILE WEST OF
 CQ2722'U.S. HIGHWAY 165 BYPASS, 0.15 MILE NORTH OF STATE HIGHWAY 15
 CQ2722'AND 150 FEET SOUTH OF 10TH STREET.
 CQ2722
 CQ2722                          STATION RECOVERY (1990)
 CQ2722
 CQ2722'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2722'RECOVERED IN GOOD CONDITION.
 CQ2722
 CQ2722                          STATION RECOVERY (1991)
 CQ2722
 CQ2722'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2722'RECOVERED IN GOOD CONDITION.
 CQ2722
 CQ2722                          STATION RECOVERY (1991)
 CQ2722
 CQ2722'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2722'RECOVERED IN GOOD CONDITION.
 CQ2722
 CQ2722                          STATION RECOVERY (2003)
 CQ2722
 CQ2722'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRR)
 CQ2722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2727 ***********************************************************************
 CQ2727  DESIGNATION -  MONROE USE RAD STA WUG 31 TWR
 CQ2727  PID         -  CQ2727
 CQ2727  STATE/COUNTY-  LA/OUACHITA
 CQ2727  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2727
 CQ2727                         *CURRENT SURVEY CONTROL
 CQ2727  ___________________________________________________________________
 CQ2727* NAD 83(1992)-  32 27 58.56241(N)    092 06 54.03898(W)     ADJUSTED  
 CQ2727* NAVD 88     -                                                        
 CQ2727  ___________________________________________________________________
 CQ2727  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 CQ2727  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2727
 CQ2727  HORZ ORDER  -  THIRD
 CQ2727
 CQ2727.The horizontal coordinates were established by classical geodetic methods
 CQ2727.and adjusted by the National Geodetic Survey in January 1993..
 CQ2727
 CQ2727
 CQ2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2727
 CQ2727.The geoid height was determined by GEOID03.
 CQ2727
 CQ2727;                    North         East     Units Scale Factor Converg.
 CQ2727;SPC LA N     -   218,078.031 1,036,192.026   MT  0.99996044   +0 12 12.8
 CQ2727;SPC LA N     -   715,477.67  3,399,573.34   sFT  0.99996044   +0 12 12.8
 CQ2727;UTM  15      - 3,592,464.622   583,167.579   MT  0.99968529   +0 28 30.3
 CQ2727
 CQ2727                          SUPERSEDED SURVEY CONTROL
 CQ2727
 CQ2727  NAD 83(1986)-  32 27 58.57595(N)    092 06 54.03186(W) AD(       ) 4
 CQ2727  NAD 27      -  32 27 58.05249(N)    092 06 53.54657(W) AD(       ) 3
 CQ2727
 CQ2727.Superseded values are not recommended for survey control.
 CQ2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2727.See file dsdata.txt to determine how the superseded data were derived.
 CQ2727
 CQ2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8316892465(NAD 83)
 CQ2727_MARKER: 43 = RADIO/TV TOWER
 CQ2727
 CQ2727  HISTORY     - Date     Condition        Report By
 CQ2727  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2727  HISTORY     - 1990     GOOD             USPSQD
 CQ2727  HISTORY     - 1991     GOOD             USPSQD
 CQ2727  HISTORY     - 19910515 GOOD             USPSQD
 CQ2727
 CQ2727                          STATION DESCRIPTION
 CQ2727
 CQ2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2727'STATION IS THE RED LIGHT AT THE TOP OF THE U.S. ARMY, CORPS OF
 CQ2727'ENGINEERS RADIO STATION WUG 31 TOWER WHICH IS A 3 TUBULAR LEGGED
 CQ2727'SKELETON STEEL STRUCTURE, 200 FEET IN HEIGHT AND PAINTED
 CQ2727'RED-WHITE ALTERNATE SECTIONS.
 CQ2727'
 CQ2727'LOCATED IN THE SOUTH SECTION OF MONROE, ABOUT 250 FEET
 CQ2727'SOUTHEAST OF THE SOUTH GRAND STREET-MOULTON AVENUE INTERSECTION
 CQ2727'AND ABOUT 200 FEET EAST OF GRAND STREET.
 CQ2727
 CQ2727                          STATION RECOVERY (1990)
 CQ2727
 CQ2727'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2727'RECOVERED IN GOOD CONDITION.
 CQ2727
 CQ2727                          STATION RECOVERY (1991)
 CQ2727
 CQ2727'RECOVERY NOTE BY US POWER SQUADRON 1991 (MA)
 CQ2727'RECOVERED IN GOOD CONDITION.
 CQ2727
 CQ2727                          STATION RECOVERY (1991)
 CQ2727
 CQ2727'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2725 ***********************************************************************
 CQ2725  DESIGNATION -  MONROE VOR
 CQ2725  PID         -  CQ2725
 CQ2725  STATE/COUNTY-  LA/OUACHITA
 CQ2725  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2725
 CQ2725                         *CURRENT SURVEY CONTROL
 CQ2725  ___________________________________________________________________
 CQ2725* NAD 83(1992)-  32 27 03.44990(N)    092 06 03.13164(W)     ADJUSTED  
 CQ2725* NAVD 88     -                                                        
 CQ2725  ___________________________________________________________________
 CQ2725  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CQ2725  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2725
 CQ2725  HORZ ORDER  -  THIRD
 CQ2725
 CQ2725.The horizontal coordinates were established by classical geodetic methods
 CQ2725.and adjusted by the National Geodetic Survey in January 1993..
 CQ2725
 CQ2725
 CQ2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2725
 CQ2725.The geoid height was determined by GEOID03.
 CQ2725
 CQ2725;                    North         East     Units Scale Factor Converg.
 CQ2725;SPC LA N     -   216,385.228 1,037,527.632   MT  0.99995793   +0 12 39.7
 CQ2725;SPC LA N     -   709,923.87  3,403,955.24   sFT  0.99995793   +0 12 39.7
 CQ2725;UTM  15      - 3,590,778.627   584,510.825   MT  0.99968807   +0 28 56.9
 CQ2725
 CQ2725                          SUPERSEDED SURVEY CONTROL
 CQ2725
 CQ2725  NAD 83(1986)-  32 27 03.46353(N)    092 06 03.12447(W) AD(       ) 4
 CQ2725  NAD 27      -  32 27 02.93775(N)    092 06 02.64060(W) AD(       ) 3
 CQ2725
 CQ2725.Superseded values are not recommended for survey control.
 CQ2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2725.See file dsdata.txt to determine how the superseded data were derived.
 CQ2725
 CQ2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8451190779(NAD 83)
 CQ2725
 CQ2725  HISTORY     - Date     Condition        Report By
 CQ2725  HISTORY     - UNK      MONUMENTED
 CQ2725  HISTORY     - 1977     SEE DESCRIPTION  NGS
 CQ2725
 CQ2725                          STATION DESCRIPTION
 CQ2725
 CQ2725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 CQ2725'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0015 ***********************************************************************
 CQ0015  DESIGNATION -  MONROE W BASE RM 3
 CQ0015  PID         -  CQ0015
 CQ0015  STATE/COUNTY-  LA/OUACHITA
 CQ0015  USGS QUAD   -  MONROE NORTH (1994)
 CQ0015
 CQ0015                         *CURRENT SURVEY CONTROL
 CQ0015  ___________________________________________________________________
 CQ0015* NAD 83(1992)-  32 30 10.09911(N)    092 05 09.27829(W)     ADJUSTED  
 CQ0015* NAVD 88     -        21.377  (meters)      70.13   (feet)  ADJUSTED  
 CQ0015  ___________________________________________________________________
 CQ0015  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ0015  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0015  DYNAMIC HT  -          21.353 (meters)      70.06  (feet)  COMP
 CQ0015  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CQ0015
 CQ0015  HORZ ORDER  -  THIRD
 CQ0015  VERT ORDER  -  FIRST     CLASS I
 CQ0015
 CQ0015.The horizontal coordinates were established by classical geodetic methods
 CQ0015.and adjusted by the National Geodetic Survey in January 1993..
 CQ0015
 CQ0015.The orthometric height was determined by differential leveling
 CQ0015.and adjusted by the National Geodetic Survey in June 1991..
 CQ0015
 CQ0015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0015
 CQ0015.The geoid height was determined by GEOID03.
 CQ0015
 CQ0015.The dynamic height is computed by dividing the NAVD 88
 CQ0015.geopotential number by the normal gravity value computed on the
 CQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0015.degrees latitude (g = 980.6199 gals.).
 CQ0015
 CQ0015.The modeled gravity was interpolated from observed gravity values.
 CQ0015
 CQ0015;                    North         East     Units Scale Factor Converg.
 CQ0015;SPC LA N     -   222,139.829 1,038,912.180   MT  0.99996674   +0 13 08.1
 CQ0015;SPC LA N     -   728,803.76  3,408,497.71   sFT  0.99996674   +0 13 08.1
 CQ0015;UTM  15      - 3,596,538.162   585,867.681   MT  0.99969092   +0 29 28.3
 CQ0015
 CQ0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0015!SPC LA N     -   1.00000072  x   0.99996674  =   0.99996746
 CQ0015!UTM  15      -   1.00000072  x   0.99969092  =   0.99969164
 CQ0015
 CQ0015                          SUPERSEDED SURVEY CONTROL
 CQ0015
 CQ0015  NAD 83(1986)-  32 30 10.11262(N)    092 05 09.27153(W) AD(       ) 3
 CQ0015  NGVD 29 (??/??/??)   21.422  (m)           70.28   (f) ADJUSTED    1 1
 CQ0015
 CQ0015.Superseded values are not recommended for survey control.
 CQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0015.See file dsdata.txt to determine how the superseded data were derived.
 CQ0015
 CQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8586896538(NAD 83)
 CQ0015_MARKER: DR = REFERENCE MARK DISK
 CQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0015_SP_SET: CONCRETE POST
 CQ0015_STAMPING: MONROE W B NO 3 1931 1962
 CQ0015_MARK LOGO: CGS   
 CQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0015+STABILITY: SURFACE MOTION
 CQ0015
 CQ0015  HISTORY     - Date     Condition        Report By
 CQ0015  HISTORY     - 1962     MONUMENTED       CGS
 CQ0015  HISTORY     - 1966     GOOD             CGS
 CQ0015  HISTORY     - 1969     GOOD             CGS
 CQ0015  HISTORY     - 1986     GOOD             LADTD
 CQ0015  HISTORY     - 19961101 GOOD             USPSQD
 CQ0015
 CQ0015                          STATION DESCRIPTION
 CQ0015
 CQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0015'1.4 MI E FROM MONROE.
 CQ0015'ABOUT 1.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0015'STATION AT MONROE, IN SECTION 32, T 18 N, R 4 E, 72 FEET NORTH OF THE
 CQ0015'NORTH RAIL OF THE MAIN TRACK, 150 FEET EAST OF THE CENTER LINE OF A
 CQ0015'ROAD LEADING NORTH, 44.2 FEET EAST-NORTHEAST OF TRIANGULATION STATION
 CQ0015'MONROE WEST BASE 1931 1962, 2 FEET WEST OF A TELEPHONE POLE, 1.0 FOOT
 CQ0015'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CQ0015'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CQ0015
 CQ0015                          STATION RECOVERY (1969)
 CQ0015
 CQ0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0015'RECOVERED IN GOOD CONDITION.
 CQ0015
 CQ0015                          STATION RECOVERY (1986)
 CQ0015
 CQ0015'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ0015'RECOVERED IN GOOD CONDITION.
 CQ0015
 CQ0015                          STATION RECOVERY (1996)
 CQ0015
 CQ0015'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3432 ***********************************************************************
 CQ3432  DESIGNATION -  MONROE W BASE RM 4
 CQ3432  PID         -  CQ3432
 CQ3432  STATE/COUNTY-  LA/OUACHITA
 CQ3432  USGS QUAD   -  MONROE NORTH (1994)
 CQ3432
 CQ3432                         *CURRENT SURVEY CONTROL
 CQ3432  ___________________________________________________________________
 CQ3432* NAD 83(1992)-  32 30 08.16918(N)    092 05 11.05346(W)     ADJUSTED  
 CQ3432* NAVD 88     -        20.977  (meters)      68.82   (feet)  ADJUSTED  
 CQ3432  ___________________________________________________________________
 CQ3432  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ3432  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ3432  DYNAMIC HT  -          20.954 (meters)      68.75  (feet)  COMP
 CQ3432  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CQ3432
 CQ3432  HORZ ORDER  -  THIRD
 CQ3432  VERT ORDER  -  SECOND    CLASS I
 CQ3432
 CQ3432.The horizontal coordinates were established by classical geodetic methods
 CQ3432.and adjusted by the National Geodetic Survey in January 1993..
 CQ3432
 CQ3432.The orthometric height was determined by differential leveling
 CQ3432.and adjusted by the National Geodetic Survey in June 1991..
 CQ3432
 CQ3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3432
 CQ3432.The geoid height was determined by GEOID03.
 CQ3432
 CQ3432.The dynamic height is computed by dividing the NAVD 88
 CQ3432.geopotential number by the normal gravity value computed on the
 CQ3432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3432.degrees latitude (g = 980.6199 gals.).
 CQ3432
 CQ3432.The modeled gravity was interpolated from observed gravity values.
 CQ3432
 CQ3432;                    North         East     Units Scale Factor Converg.
 CQ3432;SPC LA N     -   222,080.205 1,038,866.070   MT  0.99996665   +0 13 07.2
 CQ3432;SPC LA N     -   728,608.14  3,408,346.43   sFT  0.99996665   +0 13 07.2
 CQ3432;UTM  15      - 3,596,478.335   585,821.868   MT  0.99969082   +0 29 27.4
 CQ3432
 CQ3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3432!SPC LA N     -   1.00000078  x   0.99996665  =   0.99996743
 CQ3432!UTM  15      -   1.00000078  x   0.99969082  =   0.99969160
 CQ3432
 CQ3432                          SUPERSEDED SURVEY CONTROL
 CQ3432
 CQ3432  NAD 83(1986)-  32 30 08.18270(N)    092 05 11.04662(W) AD(       ) 3
 CQ3432  NGVD 29 (11/12/92)   20.99   (m)           68.9    (f) LEVELING    3  
 CQ3432
 CQ3432.Superseded values are not recommended for survey control.
 CQ3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3432.See file dsdata.txt to determine how the superseded data were derived.
 CQ3432
 CQ3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8582296478(NAD 83)
 CQ3432_MARKER: DR = REFERENCE MARK DISK
 CQ3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3432_SP_SET: CONCRETE POST
 CQ3432_STAMPING: MONROE WB 1931 NO 4 1986
 CQ3432_MARK LOGO: NGS   
 CQ3432_PROJECTION: FLUSH
 CQ3432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3432+STABILITY: SURFACE MOTION
 CQ3432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3432+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 CQ3432
 CQ3432  HISTORY     - Date     Condition        Report By
 CQ3432  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3432  HISTORY     - 1986     GOOD             LADTD
 CQ3432  HISTORY     - 19961102 GOOD             USPSQD
 CQ3432  HISTORY     - 20041116 GOOD             USPSQD
 CQ3432
 CQ3432                          STATION DESCRIPTION
 CQ3432
 CQ3432'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3432'IN MONROE.
 CQ3432'0.3 KM (0.2 MI) NORTHEAST ON TEXAS AVENUE FROM THE INTERSECTION OF
 CQ3432'TEXAS AVENUE AND INTERSTATE 20 IN MONROE TO THE JUNCTION OF TEXAS
 CQ3432'AVENUE AND MILHAVEN ROAD (STATE HIGHWAY 594), THEMCE EAST ON MILHAVEN
 CQ3432'ROAD FOR 1.1 KM (0.7 MI) TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY
 CQ3432'AND RAILROAD JUST EAST OF BOOTH STREET, 22.6 METERS (74 FEET) WEST OF
 CQ3432'A FIRE HYDRANT, 9.8 METERS (32 FEET) SOUTH OF THE CENTER OF MILHAVEN
 CQ3432'ROAD AND 3.4 METERS (11 FEET) NORTH OF A METAL WITNESS POST WITH A
 CQ3432'SIGN ATTACHED.
 CQ3432'THE MARK IS 1.4 METERS  S FROM  POWER POLE NUMBER 51
 CQ3432'THE MARK IS 0.61 M ABOVE MILHAVEN ROAD.
 CQ3432
 CQ3432                          STATION RECOVERY (1996)
 CQ3432
 CQ3432'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3432'RECOVERED IN GOOD CONDITION.
 CQ3432
 CQ3432                          STATION RECOVERY (2004)
 CQ3432
 CQ3432'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CQ3432'CORRECTION TO 1986 DESCRIPTION.  MARKER IS LOCATED ON THE SOUTH SIDE
 CQ3432'OF THE HIGHWAY AND RAILROAD, JUST EAST OF THE EXTENDED CENTERLINE OF
 CQ3432'BOOTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0014 ***********************************************************************
 CQ0014  DESIGNATION -  MONROE WEST BASE RM 2
 CQ0014  PID         -  CQ0014
 CQ0014  STATE/COUNTY-  LA/OUACHITA
 CQ0014  USGS QUAD   -  MONROE NORTH (1994)
 CQ0014
 CQ0014                         *CURRENT SURVEY CONTROL
 CQ0014  ___________________________________________________________________
 CQ0014* NAD 83(1986)-  32 30 10.     (N)    092 05 09.     (W)     SCALED    
 CQ0014* NAVD 88     -        21.528  (meters)      70.63   (feet)  ADJUSTED  
 CQ0014  ___________________________________________________________________
 CQ0014  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0014  DYNAMIC HT  -          21.504 (meters)      70.55  (feet)  COMP
 CQ0014  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CQ0014
 CQ0014  VERT ORDER  -  FIRST     CLASS I
 CQ0014
 CQ0014.The horizontal coordinates were scaled from a topographic map and have
 CQ0014.an estimated accuracy of +/- 6 seconds.
 CQ0014
 CQ0014.The orthometric height was determined by differential leveling
 CQ0014.and adjusted by the National Geodetic Survey in June 1991..
 CQ0014
 CQ0014.The geoid height was determined by GEOID03.
 CQ0014
 CQ0014.The dynamic height is computed by dividing the NAVD 88
 CQ0014.geopotential number by the normal gravity value computed on the
 CQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0014.degrees latitude (g = 980.6199 gals.).
 CQ0014
 CQ0014.The modeled gravity was interpolated from observed gravity values.
 CQ0014
 CQ0014;                    North         East    Units  Estimated Accuracy
 CQ0014;SPC LA N     -   222,140.    1,038,920.      MT  (+/- 180 meters Scaled)
 CQ0014
 CQ0014                          SUPERSEDED SURVEY CONTROL
 CQ0014
 CQ0014  NGVD 29 (??/??/??)   21.573  (m)           70.78   (f) ADJUSTED    1 1
 CQ0014
 CQ0014.Superseded values are not recommended for survey control.
 CQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0014.See file dsdata.txt to determine how the superseded data were derived.
 CQ0014
 CQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR858965(NAD 83)
 CQ0014_MARKER: DR = REFERENCE MARK DISK
 CQ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0014_STAMPING: MONROE W B RM 2 1931
 CQ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0014+STABILITY: SURFACE MOTION
 CQ0014
 CQ0014  HISTORY     - Date     Condition        Report By
 CQ0014  HISTORY     - 1931     MONUMENTED       CGS
 CQ0014  HISTORY     - 1966     GOOD             CGS
 CQ0014  HISTORY     - 1969     GOOD             CGS
 CQ0014  HISTORY     - 19961212 MARK NOT FOUND   USPSQD
 CQ0014
 CQ0014                          STATION DESCRIPTION
 CQ0014
 CQ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0014'1.4 MI E FROM MONROE.
 CQ0014'1.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CQ0014'MONROE, IN SECTION 32, T 18 N, R 4 E, 127 FEET SOUTH ACROSS MILL HAVEN
 CQ0014'ROAD FROM THE SOUTH RAIL OF THE MAIN TRACK, 191.0 FEET SOUTH-SOUTHWEST
 CQ0014'ACROSS THE TRACK AND ROAD FROM TRIANGULATION STATION MONROE WEST BASE
 CQ0014'1962, 28 FEET SOUTH OF THE CENTERLINE OF MILL HAVEN ROAD, 156 FEET
 CQ0014'EAST OF THE EXTENDED CENTERLINE OF A ROAD LEADING NORTH 13 FEET EAST
 CQ0014'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CQ0014'PROJECTING 6 INCHES.
 CQ0014
 CQ0014                          STATION RECOVERY (1969)
 CQ0014
 CQ0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0014'RECOVERED IN GOOD CONDITION.
 CQ0014
 CQ0014                          STATION RECOVERY (1996)
 CQ0014
 CQ0014'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0761 ***********************************************************************
 BX0761  DESIGNATION -  MONROE=M 13 RESET 1928
 BX0761  PID         -  BX0761
 BX0761  STATE/COUNTY-  LA/RAPIDES
 BX0761  USGS QUAD   -  ALEXANDRIA (1992)
 BX0761
 BX0761                         *CURRENT SURVEY CONTROL
 BX0761  ___________________________________________________________________
 BX0761* NAD 83(1992)-  31 18 44.74285(N)    092 27 16.70242(W)     ADJUSTED  
 BX0761* NAVD 88     -        24.20   (+/-2cm)      79.4    (feet)  VERTCON   
 BX0761  ___________________________________________________________________
 BX0761  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BX0761  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BX0761
 BX0761  HORZ ORDER  -  FIRST
 BX0761  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0761
 BX0761.The horizontal coordinates were established by classical geodetic methods
 BX0761.and adjusted by the National Geodetic Survey in January 1993..
 BX0761
 BX0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0761.The vertical order pertains to the NGVD 29 superseded value.
 BX0761
 BX0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0761
 BX0761.The geoid height was determined by GEOID03.
 BX0761
 BX0761;                    North         East     Units Scale Factor Converg.
 BX0761;SPC LA N     -    90,080.103 1,004,317.798   MT  0.99997015   +0 01 26.3
 BX0761;SPC LA N     -   295,537.80  3,294,999.31   sFT  0.99997015   +0 01 26.3
 BX0761;UTM  15      - 3,464,356.060   551,893.260   MT  0.99963321   +0 17 00.4
 BX0761
 BX0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0761!SPC LA N     -   1.00000036  x   0.99997015  =   0.99997051
 BX0761!UTM  15      -   1.00000036  x   0.99963321  =   0.99963357
 BX0761
 BX0761:                Primary Azimuth Mark                     Grid Az
 BX0761:SPC LA N     -  VARGES RESET                             313 53 25.6
 BX0761:UTM  15      -  VARGES RESET                             313 37 51.5
 BX0761
 BX0761|---------------------------------------------------------------------|
 BX0761| PID    Reference Object                     Distance      Geod. Az  |
 BX0761|                                                           dddmmss.s |
 BX0761| BX0765 VARGES RESET                        APPROX. 1.5 KM 3135451.9 |
 BX0761| CY5075 MONROE RM                            12.790 METERS 33402     |
 BX0761|---------------------------------------------------------------------|
 BX0761
 BX0761                          SUPERSEDED SURVEY CONTROL
 BX0761
 BX0761  NAD 83(1986)-  31 18 44.76182(N)    092 27 16.69879(W) AD(       ) 1
 BX0761  NGVD 29 (??/??/??)   24.184  (m)           79.34   (f) ADJUSTED    1 2
 BX0761
 BX0761.Superseded values are not recommended for survey control.
 BX0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0761.See file dsdata.txt to determine how the superseded data were derived.
 BX0761
 BX0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5189364356(NAD 83)
 BX0761_MARKER: DS = TRIANGULATION STATION DISK
 BX0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0761_STAMPING: 79.599 MONROE M 13 1919
 BX0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0761+STABILITY: SURFACE MOTION
 BX0761
 BX0761  HISTORY     - Date     Condition        Report By
 BX0761  HISTORY     - 1928     MONUMENTED       MPRR
 BX0761  HISTORY     - 1934     GOOD             CGS
 BX0761  HISTORY     - 1934     GOOD             CGS
 BX0761  HISTORY     - 1935     GOOD             LAGS
 BX0761  HISTORY     - 1935     GOOD             CGS
 BX0761  HISTORY     - 1962     MARK NOT FOUND   CGS
 BX0761  HISTORY     - 1970     MARK NOT FOUND   NGS
 BX0761
 BX0761                          STATION DESCRIPTION
 BX0761
 BX0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX0761'RECOVERED IN GOOD CONDITION.
 BX0761
 BX0761                          STATION RECOVERY (1934)
 BX0761
 BX0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 BX0761'STATION FOUND AS DESCRIBED.  STATION MARK IN GOOD CONDITION
 BX0761'BUT REFERENCE MARK NOT RECOVERED.
 BX0761'
 BX0761'STATION IS 18 INCHES UNDERGROUND, 2 FEET S OF S RAIL OF
 BX0761'SIDING, 36.3 FEET W OF BOTTOM OF SIGN POST SUPPORTING BOX THAT
 BX0761'OPERATED BLOCK SIGNAL AND 27 FEET E OF FROG.
 BX0761
 BX0761                          STATION RECOVERY (1935)
 BX0761
 BX0761'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BX0761'STATION RECOVERED AS DESCRIBED.
 BX0761
 BX0761                          STATION RECOVERY (1935)
 BX0761
 BX0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX0761'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 BX0761'MARK WAS NOT FOUND AND IT IS THOUGHT IT HAS BEEN DESTROYED.  THE
 BX0761'4-INCH ANGLE BARS, REFERENCES SET IN 1928 BY RAILROAD ENGINEERS,
 BX0761'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX0761'
 BX0761'DISTANCE BETWEEN 4-INCH ANGLE BARS IS 37.458 FEET.
 BX0761'
 BX0761'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET IN
 BX0761'A 14-BY 14-BY 30-INCH CONCRETE PIER, 24.6 FEET W OF CURB OF
 BX0761'RAPIDES STREET, 6 FEET N OF DITCH BANK, 28.6 FEET S OF S EDGE OF S
 BX0761'RAIL OF TEXAS AND PACIFIC RAILROAD, 31 FEET SW OF SWITCH ROD, 17.1
 BX0761'FEET SE OF FIRST TELEGRAPH POLE W OF RAPIDES STREET, AND 9.91
 BX0761'METERS (32.51 FEET) FROM STATION S 08 DEG 02 MIN
 BX0761'54.3 W SEC.
 BX0761'
 BX0761'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN A
 BX0761'14-BY 14-BY 30-INCH CONCRETE PIER, 87.7 FEET W OF W CURB
 BX0761'OF RAPIDES STREET, 6 FEET N OF DITCH, 32.6 FEET S OF S RAIL, AND
 BX0761'15.30 METERS (50.19 FEET) FROM STATION N 72 DEG 02
 BX0761'MIN 50 SEC W. TO REFERENCE MARK NO. 1 IT IS 19.61 METERS
 BX0761'(64.32 FEET) S 317 DEG 49 MIN E.
 BX0761
 BX0761                          STATION RECOVERY (1962)
 BX0761
 BX0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 BX0761'IN ALEXANDRIA.
 BX0761'AT ALEXANDRIA, RAPIDES PARISH, 85.2 FEET WEST OF THE CENTER OF THE
 BX0761'CROSSING OF THE MISSOURI PACIFIC RAILROAD AND MONROE STREET, OPPOSITE
 BX0761'THE FIRST POLE NORTHWEST OF THE CROSSING, 18.3 FEET NORTH OF A POLE
 BX0761'WITH A SPIKE, OPPOSITE THE CITY LUMBER CO., AND 2 FEET SOUTHWEST OF
 BX0761'THE SOUTHWEST RAIL.  A STANDARD TRIANGULATION DISK, STAMPED 79.599
 BX0761'MONROE M 13 1919 AND SET IN THE TOP OF CONCRETE POST 1 FOOT BELOW THE
 BX0761'SURFACE OF THE GROUND.
 BX0761
 BX0761                          STATION RECOVERY (1970)
 BX0761
 BX0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3024 ***********************************************************************
 AU3024  DESIGNATION -  MONTEGUT STACK
 AU3024  PID         -  AU3024
 AU3024  STATE/COUNTY-  LA/TERREBONNE
 AU3024  USGS QUAD   -  MONTEGUT (1994)
 AU3024
 AU3024                         *CURRENT SURVEY CONTROL
 AU3024  ___________________________________________________________________
 AU3024* NAD 83(1992)-  29 28 41.27166(N)    090 33 23.95386(W)     ADJUSTED  
 AU3024* NAVD 88     -                                                        
 AU3024  **This station is located in a subsidence area (see below).
 AU3024  ___________________________________________________________________
 AU3024  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3024  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AU3024
 AU3024  HORZ ORDER  -  THIRD
 AU3024
 AU3024.The horizontal coordinates were established by classical geodetic methods
 AU3024.and adjusted by the National Geodetic Survey in January 1993..
 AU3024
 AU3024 ** The orthometric height has not been validated since last determined
 AU3024 ** by differential leveling and should not be used for control purposes.
 AU3024 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3024 ** area with valid NAVD 88 orthometric heights.
 AU3024 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3024 ** epoch indicated which incorporates improved geoid heights for the
 AU3024 ** Southern Louisiana Subsidence area.
 AU3024 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3024
 AU3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3024
 AU3024.The geoid height was determined by GEOID03.
 AU3024
 AU3024;                    North         East     Units Scale Factor Converg.
 AU3024;SPC LA S     -   108,677.021 1,075,324.843   MT  0.99996707   +0 23 18.1
 AU3024;SPC LA S     -   356,551.19  3,527,961.59   sFT  0.99996707   +0 23 18.1
 AU3024;UTM  15      - 3,263,447.117   736,915.597   MT  1.00029263   +1 12 10.5
 AU3024
 AU3024                          SUPERSEDED SURVEY CONTROL
 AU3024
 AU3024  NAD 83(1986)-  29 28 41.28842(N)    090 33 23.96029(W) AD(       ) 4
 AU3024  NAD 27      -  29 28 40.50000(N)    090 33 23.64000(W) AD(       ) 3
 AU3024
 AU3024.Superseded values are not recommended for survey control.
 AU3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3024.See file dsdata.txt to determine how the superseded data were derived.
 AU3024
 AU3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3691663447(NAD 83)
 AU3024_MARKER: 63 = STACK
 AU3024
 AU3024  HISTORY     - Date     Condition        Report By
 AU3024  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3024  HISTORY     - 1948     GOOD             CGS
 AU3024  HISTORY     - 1952     GOOD             CGS
 AU3024  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AU3024
 AU3024                          STATION DESCRIPTION
 AU3024
 AU3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU3024'RECOVERED.  THE STATION IS THE SMALLER OF TWO STACKS OF THE SOUTH
 AU3024'COAST SUGAR REFINERY AT MONTEGUT.
 AU3024
 AU3024                          STATION RECOVERY (1952)
 AU3024
 AU3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3024'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 AU3024
 AU3024                          STATION RECOVERY (1953)
 AU3024
 AU3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ALP)
 AU3024'THE POSITION OF THIS STATION, PLACES THIS STACK S E OF
 AU3024'MONTEGUT, TALLEST STACK 1952 AND 1956 SERIAL PHOTOGRAPHY
 AU3024'AND FIELD INSPECTION OF 1953 PLACES THIS STACK A SIMILAR
 AU3024'DISTANCE N E OF MONTEGUT, TALLEST STACK, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3025 ***********************************************************************
 AU3025  DESIGNATION -  MONTEGUT TALLEST STACK
 AU3025  PID         -  AU3025
 AU3025  STATE/COUNTY-  LA/TERREBONNE
 AU3025  USGS QUAD   -  MONTEGUT (1994)
 AU3025
 AU3025                         *CURRENT SURVEY CONTROL
 AU3025  ___________________________________________________________________
 AU3025* NAD 83(1992)-  29 28 41.51738(N)    090 33 24.22701(W)     ADJUSTED  
 AU3025* NAVD 88     -                                                        
 AU3025  **This station is located in a subsidence area (see below).
 AU3025  ___________________________________________________________________
 AU3025  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3025  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AU3025
 AU3025  HORZ ORDER  -  THIRD
 AU3025
 AU3025.The horizontal coordinates were established by classical geodetic methods
 AU3025.and adjusted by the National Geodetic Survey in January 1993..
 AU3025
 AU3025 ** The orthometric height has not been validated since last determined
 AU3025 ** by differential leveling and should not be used for control purposes.
 AU3025 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3025 ** area with valid NAVD 88 orthometric heights.
 AU3025 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3025 ** epoch indicated which incorporates improved geoid heights for the
 AU3025 ** Southern Louisiana Subsidence area.
 AU3025 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3025
 AU3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3025
 AU3025.The geoid height was determined by GEOID03.
 AU3025
 AU3025;                    North         East     Units Scale Factor Converg.
 AU3025;SPC LA S     -   108,684.536 1,075,317.433   MT  0.99996706   +0 23 17.9
 AU3025;SPC LA S     -   356,575.85  3,527,937.28   sFT  0.99996706   +0 23 17.9
 AU3025;UTM  15      - 3,263,454.529   736,908.079   MT  1.00029258   +1 12 10.4
 AU3025
 AU3025                          SUPERSEDED SURVEY CONTROL
 AU3025
 AU3025  NAD 83(1986)-  29 28 41.53441(N)    090 33 24.23331(W) AD(       ) 4
 AU3025  NAD 27      -  29 28 40.74000(N)    090 33 23.91000(W) AD(       ) 3
 AU3025
 AU3025.Superseded values are not recommended for survey control.
 AU3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3025.See file dsdata.txt to determine how the superseded data were derived.
 AU3025
 AU3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3690863455(NAD 83)
 AU3025_MARKER: 63 = STACK
 AU3025
 AU3025  HISTORY     - Date     Condition        Report By
 AU3025  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3025  HISTORY     - 1948     GOOD             CGS
 AU3025  HISTORY     - 1952     GOOD             CGS
 AU3025
 AU3025                          STATION DESCRIPTION
 AU3025
 AU3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU3025'RECOVERED.  THE STATION IS THE TALLER OF TWO STACKS OF THE SOUTH
 AU3025'COAST SUGAR REFINERY AT MONTEGUT.
 AU3025
 AU3025                          STATION RECOVERY (1952)
 AU3025
 AU3025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3025'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2544 ***********************************************************************
 BW2544  DESIGNATION -  MONTEREY N RURAL TANK
 BW2544  PID         -  BW2544
 BW2544  STATE/COUNTY-  LA/CONCORDIA
 BW2544  USGS QUAD   -  FROGMORE (1994)
 BW2544
 BW2544                         *CURRENT SURVEY CONTROL
 BW2544  ___________________________________________________________________
 BW2544* NAD 83(1992)-  31 30 51.90364(N)    091 42 25.41479(W)     ADJUSTED  
 BW2544* NAVD 88     -                                                        
 BW2544  ___________________________________________________________________
 BW2544  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BW2544  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW2544
 BW2544  HORZ ORDER  -  THIRD
 BW2544
 BW2544.The horizontal coordinates were established by classical geodetic methods
 BW2544.and adjusted by the National Geodetic Survey in May 1994..
 BW2544
 BW2544
 BW2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2544
 BW2544.The geoid height was determined by GEOID03.
 BW2544
 BW2544;                    North         East     Units Scale Factor Converg.
 BW2544;SPC LA N     -   112,749.564 1,075,314.371   MT  0.99993935   +0 25 09.2
 BW2544;SPC LA N     -   369,912.53  3,527,927.23   sFT  0.99993935   +0 25 09.2
 BW2544;UTM  15      - 3,487,338.756   622,769.118   MT  0.99978590   +0 40 33.3
 BW2544
 BW2544                          SUPERSEDED SURVEY CONTROL
 BW2544
 BW2544  NAD 83(1992)-  31 30 51.91973(N)    091 42 25.41483(W) AD(       ) 4
 BW2544  NAD 83(1986)-  31 30 51.91863(N)    091 42 25.41166(W) AD(       ) 4
 BW2544  NAD 27      -  31 30 51.32249(N)    091 42 24.97253(W) AD(       ) 3
 BW2544
 BW2544.Superseded values are not recommended for survey control.
 BW2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2544.See file dsdata.txt to determine how the superseded data were derived.
 BW2544
 BW2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2276987339(NAD 83)
 BW2544_MARKER: 53 = ELEVATED TANK
 BW2544
 BW2544  HISTORY     - Date     Condition        Report By
 BW2544  HISTORY     - 1977     FIRST OBSERVED   NGS
 BW2544
 BW2544                          STATION DESCRIPTION
 BW2544
 BW2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2544'THE STATION IS THE TOP CENTER OF THE MONTEREY NORTH RURAL SYSTEM
 BW2544'WATER TANK.  IT IS AN OVAL SHAPED TANK SUPPORTED BY FOUR STEEL
 BW2544'STRUCTURE LEGS, PAINTED SILVER WITH BLACK LETTERS (MONTEREY
 BW2544'RURAL WATER SYSTEM) ON THE SOUTH SIDE AND 150 FEET IN HEIGHT.
 BW2544'
 BW2544'THE STATION IS ABOUT 12 MILES SOUTHWEST OF FERRIDAY, 10-1/2
 BW2544'MILES SOUTHEAST OF JONESVILLE, 6-1/2 MILES SOUTH OF THE
 BW2544'JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 129, 4-1/2 MILES
 BW2544'NORTH OF MONTEREY, AND ON THE WEST SIDE OF STATE HIGHWAY 129.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2517 ***********************************************************************
 BW2517  DESIGNATION -  MONTEREY S RURAL TANK
 BW2517  PID         -  BW2517
 BW2517  STATE/COUNTY-  LA/CONCORDIA
 BW2517  USGS QUAD   -  MAYNA (1982)
 BW2517
 BW2517                         *CURRENT SURVEY CONTROL
 BW2517  ___________________________________________________________________
 BW2517* NAD 83(1992)-  31 24 46.80881(N)    091 47 32.00658(W)     ADJUSTED  
 BW2517* NAVD 88     -                                                        
 BW2517  ___________________________________________________________________
 BW2517  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BW2517  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BW2517
 BW2517  HORZ ORDER  -  THIRD
 BW2517
 BW2517.The horizontal coordinates were established by classical geodetic methods
 BW2517.and adjusted by the National Geodetic Survey in May 1994..
 BW2517
 BW2517
 BW2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2517
 BW2517.The geoid height was determined by GEOID03.
 BW2517
 BW2517;                    North         East     Units Scale Factor Converg.
 BW2517;SPC LA N     -   101,449.738 1,067,298.918   MT  0.99995328   +0 22 27.1
 BW2517;SPC LA N     -   332,839.68  3,501,629.87   sFT  0.99995328   +0 22 27.1
 BW2517;UTM  15      - 3,476,005.178   614,805.604   MT  0.99976257   +0 37 46.4
 BW2517
 BW2517                          SUPERSEDED SURVEY CONTROL
 BW2517
 BW2517  NAD 83(1992)-  31 24 46.81399(N)    091 47 32.00679(W) AD(       ) 4
 BW2517  NAD 83(1986)-  31 24 46.82443(N)    091 47 32.00418(W) AD(       ) 4
 BW2517  NAD 27      -  31 24 46.19260(N)    091 47 31.55985(W) AD(       ) 3
 BW2517
 BW2517.Superseded values are not recommended for survey control.
 BW2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2517.See file dsdata.txt to determine how the superseded data were derived.
 BW2517
 BW2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1480676005(NAD 83)
 BW2517_MARKER: 53 = ELEVATED TANK
 BW2517
 BW2517  HISTORY     - Date     Condition        Report By
 BW2517  HISTORY     - 1977     FIRST OBSERVED   NGS
 BW2517
 BW2517                          STATION DESCRIPTION
 BW2517
 BW2517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2517'THE STATION IS THE TOP CENTER OF THE MONTEREY SOUTH RURAL
 BW2517'SYSTEM WATER TANK.  IT IS AN OVAL SHAPED TANK SUPPORTED BY FOUR
 BW2517'STEEL STRUCTURE LEGS, PAINTED SILVER WITH BLACK LETTERS
 BW2517'(MONTEREY RURAL WATER SYSTEM), AND 145 FEET IN HEIGHT.
 BW2517'
 BW2517'THE STATION IS ABOUT 14-1/2 MILES SOUTH OF JONESVILLE, 5 MILES
 BW2517'WEST-SOUTHWEST OF MONTEREY, 1 MILE SOUTH OF EVA, AND ON THE
 BW2517'EAST SIDE OF STATE HIGHWAY 129.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3916 ***********************************************************************
 BJ3916  DESIGNATION -  MONTERREY
 BJ3916  PID         -  BJ3916
 BJ3916  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3916  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3916
 BJ3916                         *CURRENT SURVEY CONTROL
 BJ3916  ___________________________________________________________________
 BJ3916* NAD 83(1986)-  30 28 14.     (N)    091 05 08.     (W)     SCALED    
 BJ3916* NAVD 88     -        15.732  (meters)      51.61   (feet)  ADJUSTED  
 BJ3916  ___________________________________________________________________
 BJ3916  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ3916  DYNAMIC HT  -          15.712 (meters)      51.55  (feet)  COMP
 BJ3916  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3916
 BJ3916  VERT ORDER  -  SECOND    CLASS II
 BJ3916
 BJ3916.The horizontal coordinates were scaled from a topographic map and have
 BJ3916.an estimated accuracy of +/- 6 seconds.
 BJ3916
 BJ3916.The orthometric height was determined by differential leveling
 BJ3916.and adjusted by the National Geodetic Survey in February 1994..
 BJ3916
 BJ3916.The geoid height was determined by GEOID03.
 BJ3916
 BJ3916.The dynamic height is computed by dividing the NAVD 88
 BJ3916.geopotential number by the normal gravity value computed on the
 BJ3916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3916.degrees latitude (g = 980.6199 gals.).
 BJ3916
 BJ3916.The modeled gravity was interpolated from observed gravity values.
 BJ3916
 BJ3916;                    North         East    Units  Estimated Accuracy
 BJ3916;SPC LA S     -   218,450.    1,023,790.      MT  (+/- 180 meters Scaled)
 BJ3916
 BJ3916                          SUPERSEDED SURVEY CONTROL
 BJ3916
 BJ3916.No superseded survey control is available for this station.
 BJ3916
 BJ3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP837724(NAD 83)
 BJ3916_MARKER: B = BOLT
 BJ3916_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ3916_SP_SET: FOOTING
 BJ3916_MARK LOGO: LA-033
 BJ3916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3916+STABILITY: SURFACE MOTION
 BJ3916
 BJ3916  HISTORY     - Date     Condition        Report By
 BJ3916  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3916
 BJ3916                          STATION DESCRIPTION
 BJ3916
 BJ3916'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3916'IN BATON ROUGE.
 BJ3916'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF MONTERREY BLVD AND
 BJ3916'SOUTH CHOCTAW STREET IN THE NORTHEAST PART OF BATON ROUGE, THE MARK
 BJ3916'IS A BOLT WITH A CAP NUT THAT FASTEN A 12-INCH METAL POWER POLE TO A
 BJ3916'CONCRETE FOOTING, 0.6 METERS (2 FEET) WEST OF NORTHWEST CORNER OF A
 BJ3916'CONCRETE FOUNDATION AND TRANSFORMER BOX, 1.8 METERS WEST OF THE WEST
 BJ3916'CURB OF MONTERREY BLVD, 1.2 METERS (4 FEET) SOUTH OF THE SOUTH CURB
 BJ3916'OF SOUTH CHOCTAW STREET AND PROJECTS 2 INCHES.
 BJ3916'THE MARK IS 0.15 M ABOVE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1345 ***********************************************************************
 BX1345  DESIGNATION -  MONTGOMERY
 BX1345  PID         -  BX1345
 BX1345  STATE/COUNTY-  LA/GRANT
 BX1345  USGS QUAD   -  MONTGOMERY (1993)
 BX1345
 BX1345                         *CURRENT SURVEY CONTROL
 BX1345  ___________________________________________________________________
 BX1345* NAD 83(1992)-  31 39 57.35001(N)    092 53 25.95666(W)     ADJUSTED  
 BX1345* NAVD 88     -        50.62   (+/-2cm)     166.1    (feet)  VERTCON   
 BX1345  ___________________________________________________________________
 BX1345  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BX1345  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1345
 BX1345  HORZ ORDER  -  FIRST
 BX1345  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1345
 BX1345.The horizontal coordinates were established by classical geodetic methods
 BX1345.and adjusted by the National Geodetic Survey in January 1993..
 BX1345
 BX1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1345.The vertical order pertains to the NGVD 29 superseded value.
 BX1345
 BX1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1345
 BX1345.The geoid height was determined by GEOID03.
 BX1345
 BX1345;                    North         East     Units Scale Factor Converg.
 BX1345;SPC LA N     -   129,339.302   962,966.022   MT  0.99992434   -0 12 23.3
 BX1345;SPC LA N     -   424,340.69  3,159,331.02   sFT  0.99992434   -0 12 23.3
 BX1345;UTM  15      - 3,503,412.793   510,376.063   MT  0.99960133   +0 03 26.9
 BX1345
 BX1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1345!SPC LA N     -   0.99999614  x   0.99992434  =   0.99992048
 BX1345!UTM  15      -   0.99999614  x   0.99960133  =   0.99959747
 BX1345
 BX1345:                Primary Azimuth Mark                     Grid Az
 BX1345:SPC LA N     -  MONTGOMERY ATT MW KGP 69                 022 41 53.3
 BX1345:UTM  15      -  MONTGOMERY ATT MW KGP 69                 022 26 03.1
 BX1345
 BX1345|---------------------------------------------------------------------|
 BX1345| PID    Reference Object                     Distance      Geod. Az  |
 BX1345|                                                           dddmmss.s |
 BX1345| BX2760 MONTGOMERY ATT MW KGP 69            APPROX. 4.8 KM 0222930.0 |
 BX1345| BX2773 MONTGOMERY MUN TANK                  63.202 METERS 05441     |
 BX1345| BX1346 MONTGOMERY RM 1                      22.690 METERS 21556     |
 BX1345| BX1344 MONTGOMERY RM 2                      22.470 METERS 30144     |
 BX1345| BX1341 TURK                                APPROX. 0.9 KM 3353021.8 |
 BX1345|---------------------------------------------------------------------|
 BX1345
 BX1345                          SUPERSEDED SURVEY CONTROL
 BX1345
 BX1345  NAD 83(1986)-  31 39 57.37073(N)    092 53 25.95144(W) AD(       ) 1
 BX1345  NAD 27      -  31 39 56.77008(N)    092 53 25.37886(W) AD(       ) 1
 BX1345  NGVD 29 (??/??/??)   50.642  (m)          166.15   (f) ADJUSTED    1 1
 BX1345
 BX1345.Superseded values are not recommended for survey control.
 BX1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1345.See file dsdata.txt to determine how the superseded data were derived.
 BX1345
 BX1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR1037603413(NAD 83)
 BX1345_MARKER: DS = TRIANGULATION STATION DISK
 BX1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1345_STAMPING: MONTGOMERY 1968
 BX1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1345+STABILITY: SURFACE MOTION
 BX1345
 BX1345  HISTORY     - Date     Condition        Report By
 BX1345  HISTORY     - 1969     MONUMENTED       CGS
 BX1345  HISTORY     - 1969     GOOD             CGS
 BX1345  HISTORY     - 1969     GOOD             CGS
 BX1345  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1345  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1345
 BX1345                          STATION DESCRIPTION
 BX1345
 BX1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1345'THE STATION IS ABOUT 13-3/4 MILES SOUTHEAST OF NATCHITOCHES, 9
 BX1345'MILES NORTH-NORTHWEST OF ALOHA AND 4 MILES SOUTHWEST OF
 BX1345'HARGIS.  IT IS LOCATED IN A VACANT LOT ON LAND OWNED BY
 BX1345'DR. KUHLMANN OF MONTGOMERY.
 BX1345'
 BX1345'THE STATION IS REACHED BY GOING 112.5 FEET NORTHEAST FROM THE
 BX1345'MAIN ENTRANCE TO THE MONTGOMERY CITY HALL AND FIRE DEPARTMENT.
 BX1345'
 BX1345'THE STATION MARK IS A STANDARD DISK, STAMPED MONTGOMERY 1968,
 BX1345'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER
 BX1345'THAT IS FLUSH WITH THE GROUND.  IT IS 139 FEET EAST OF CADDO
 BX1345'STREET AND 71 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 BX1345'WOODLAWN STREET.
 BX1345'
 BX1345'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MONTGOMERY NO 1
 BX1345'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 BX1345'DIAMETER THAT IS FLUSH WITH THE GROUND.  IT IS 145.5 FEET
 BX1345'SOUTHWEST OF THE APPROXIMATE CENTER OF WOODLAWN STREET AND 137
 BX1345'FEET EAST OF THE APPROXIMATE CENTER OF CADDO STREET.
 BX1345'
 BX1345'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MONTGOMERY NO 2
 BX1345'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 BX1345'DIAMETER THAT IS FLUSH WITH THE GROUND.  IT IS 77 FEET SOUTHWEST
 BX1345'OF THE CENTER OF WOODLAWN STREET, 65 FEET EAST OF THE CENTER OF
 BX1345'CADDO STREET AND 7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BX1345'BRICK BUILDING.
 BX1345'
 BX1345'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK, HOWEVER
 BX1345'LOUISIANA HIGHWAY DEPARTMENT STATION TURK WILL SERVE AS AN
 BX1345'AZIMUTH MARK FOR THE STATION.
 BX1345
 BX1345                          STATION RECOVERY (1969)
 BX1345
 BX1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 BX1345'THE STATION MARK, STAMPED MONTGOMERY 19, IS ABOUT 0.1 MILE
 BX1345'SOUTHWEST ALONG CADDO STREET FROM THE INTERSECTION OF
 BX1345'U.S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION
 BX1345'16, T 8 N, R 5 W, 139 FEET SOUTHEAST OF THE CENTER LINE OF CADDO
 BX1345'STREET, IN A VACANT LOT, 71 YARDS SOUTHWEST OF THE CITY WATER
 BX1345'TOWER, 72 FEET SOUTHWEST OF THE CENTER LINE OF WOODLAWN STREET,
 BX1345'110 FEET SOUTHWEST AND ACROSS WOODLAWN STREET FROM THE TOWN
 BX1345'HALL, 73.7 FEET SOUTHEAST OF THE SOUTH CORNER OF A BRICK
 BX1345'BUILDING WHICH IS NOW OCCUPIED BY THE MONTGOMERY COFFEE
 BX1345'SHOP, 66 FEET EAST OF A 48-INCH OAK TREE, ABOUT LEVEL WITH THE
 BX1345'STREETS, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 BX1345'LEVEL WITH THE GROUND.
 BX1345'
 BX1345'RM 1, STAMPED MONTGOMERY NO 1 1968, IS 74.8 FEET SOUTHWEST OF
 BX1345'THE STATION MARK, 139 FEET SOUTHEAST OF THE CENTER LINE OF
 BX1345'CADDO STREET, 147 FEET SOUTHWEST OF THE CENTER LINE OF
 BX1345'WOODLAWN STREET, 106 FEET SOUTH OF THE SOUTH CORNER OF A BRICK
 BX1345'BUILDING WHICH IS NOW OCCUPIED BY THE MONTGOMERY COFFEE SHOP, 43
 BX1345'FEET EAST OF A 36-INCH OAK TREE, 56 FEET SOUTH-SOUTHEAST OF A
 BX1345'48-INCH OAK TREE, ABOUT LEVEL WITH THE STREETS, AND SET IN THE
 BX1345'TOP OF A COMCRETE POST ABOUT LEVEL WITH THE GROUND.
 BX1345'
 BX1345'RM 2, STAMPED MONTGOMERY NO 2 1968, IS 74.1 FEET NORTHWEST
 BX1345'OF THE STATION MARK, 64 FEET SOUTHEAST OF THE CENTER LINE OF
 BX1345'CADDO STREET, 78 FEET SOUTHWEST OF THE CENTER LINE OF
 BX1345'WOODLAWN STREET, 7.0 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 BX1345'BRICK BUILDING WHICH IS NOW OCCUPIED BY THE MONTGOMERY COFFEE
 BX1345'SHOP, 46 FEET NORTH OF A 48-INCH OAK TREE, ABOUT LEVEL WITH THE
 BX1345'STREETS, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 BX1345'LEVEL WITH THE GROUND.
 BX1345'
 BX1345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1345'0.1 MILE SOUTHWEST.
 BX1345
 BX1345                          STATION RECOVERY (1969)
 BX1345
 BX1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1345'0.1 MI SW FROM MONTGOMERY.
 BX1345'ABOUT 0.1 MILE SOUTHWEST ALONG CADDO STREET FROM THE INTERSECTION OF
 BX1345'U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 16, T
 BX1345'8 N, R 5 W, 139 FEET SOUTHEAST OF THE CENTER LINE OF CADDO STREET, IN
 BX1345'A VACANT LOT, 71 YARDS SOUTHWEST OF THE CITY WATER TOWER, 72 FEET
 BX1345'SOUTHWEST OF THE CENTER LINE OF WOODLAWN STREET, 110 FEET SOUTHWEST
 BX1345'AND ACROSS WOODLAWN STREET FROM THE TOWN HALL, 73.7 FEET SOUTHEAST OF
 BX1345'THE SOUTH CORNER OF A BRICK BUILDING WHICH IS NOW OCCUPIED BY THE
 BX1345'MONTGOMERY COFFEE SHOP, 66 FEET EAST OF A 48-INCH OAK TREE, 74.8 FEET
 BX1345'NORTHEAST OF MONTGOMERY RM 1, 74.1 FEET SOUTHEAST OF MONTGOMERY RM 2,
 BX1345'ABOUT LEVEL WITH THE STREETS AND SET IN THE TOP OF A CONCRETE POST
 BX1345'WHICH IS ABOUT LEVEL WITH THE GROUND.
 BX1345
 BX1345                          STATION RECOVERY (1981)
 BX1345
 BX1345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1345'MARK NOT FOUND.
 BX1345
 BX1345                          STATION RECOVERY (2001)
 BX1345
 BX1345'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2760 ***********************************************************************
 BX2760  DESIGNATION -  MONTGOMERY ATT MW KGP 69
 BX2760  PID         -  BX2760
 BX2760  STATE/COUNTY-  LA/GRANT
 BX2760  USGS QUAD   -  VERDA (1983)
 BX2760
 BX2760                         *CURRENT SURVEY CONTROL
 BX2760  ___________________________________________________________________
 BX2760* NAD 83(1992)-  31 42 20.01760(N)    092 52 16.85873(W)     ADJUSTED  
 BX2760* NAVD 88     -                                                        
 BX2760  ___________________________________________________________________
 BX2760  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BX2760  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2760
 BX2760  HORZ ORDER  -  THIRD
 BX2760
 BX2760.The horizontal coordinates were established by classical geodetic methods
 BX2760.and adjusted by the National Geodetic Survey in January 1993..
 BX2760
 BX2760
 BX2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2760
 BX2760.The geoid height was determined by GEOID03.
 BX2760
 BX2760;                    North         East     Units Scale Factor Converg.
 BX2760;SPC LA N     -   133,726.753   964,801.163   MT  0.99992156   -0 11 46.8
 BX2760;SPC LA N     -   438,735.19  3,165,351.82   sFT  0.99992156   -0 11 46.8
 BX2760;UTM  15      - 3,507,807.240   512,190.390   MT  0.99960183   +0 04 03.4
 BX2760
 BX2760                          SUPERSEDED SURVEY CONTROL
 BX2760
 BX2760  NAD 83(1986)-  31 42 20.03889(N)    092 52 16.85358(W) AD(       ) 4
 BX2760  NAD 27      -  31 42 19.44245(N)    092 52 16.27960(W) AD(       ) 3
 BX2760
 BX2760.Superseded values are not recommended for survey control.
 BX2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2760.See file dsdata.txt to determine how the superseded data were derived.
 BX2760
 BX2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR1219007807(NAD 83)
 BX2760_MARKER: 45 = MICROWAVE TOWER
 BX2760
 BX2760  HISTORY     - Date     Condition        Report By
 BX2760  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2760  HISTORY     - 20010922 GOOD             USPSQD
 BX2760
 BX2760                          STATION DESCRIPTION
 BX2760
 BX2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2760'THE RED LIGHT ON THE TOP OF THE AMERICAN TELEPHONE AND TELEGRAPH
 BX2760'COMPANY MICROWAVE TOWER.  IT IS A STRUCTURAL STEEL TOWER, PAINTED
 BX2760'IN ALTERNATE BANDS OF RED AND WHITE AND HAS LARGE REFLECTORS AT
 BX2760'THE TOP CORNERS.  IT IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF
 BX2760'MONTGOMERY AND ON THE WEST SIDE OF STATE HIGHWAY 34.  THE
 BX2760'OVERALL HEIGHT IS 237.5 FEET.
 BX2760
 BX2760                          STATION RECOVERY (2001)
 BX2760
 BX2760'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2773 ***********************************************************************
 BX2773  DESIGNATION -  MONTGOMERY MUN TANK
 BX2773  PID         -  BX2773
 BX2773  STATE/COUNTY-  LA/GRANT
 BX2773  USGS QUAD   -  MONTGOMERY (1993)
 BX2773
 BX2773                         *CURRENT SURVEY CONTROL
 BX2773  ___________________________________________________________________
 BX2773* NAD 83(1992)-  31 39 58.53637(N)    092 53 23.99908(W)     ADJUSTED  
 BX2773* NAVD 88     -                                                        
 BX2773  ___________________________________________________________________
 BX2773  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BX2773  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2773
 BX2773  HORZ ORDER  -  THIRD
 BX2773
 BX2773.The horizontal coordinates were established by classical geodetic methods
 BX2773.and adjusted by the National Geodetic Survey in January 1993..
 BX2773
 BX2773
 BX2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2773
 BX2773.The geoid height was determined by GEOID03.
 BX2773
 BX2773;                    North         East     Units Scale Factor Converg.
 BX2773;SPC LA N     -   129,375.653   963,017.717   MT  0.99992431   -0 12 22.3
 BX2773;SPC LA N     -   424,459.95  3,159,500.63   sFT  0.99992431   -0 12 22.3
 BX2773;UTM  15      - 3,503,449.371   510,427.574   MT  0.99960134   +0 03 27.9
 BX2773
 BX2773                          SUPERSEDED SURVEY CONTROL
 BX2773
 BX2773  NAD 83(1986)-  31 39 58.55721(N)    092 53 23.99389(W) AD(       ) 4
 BX2773  NAD 27      -  31 39 57.95652(N)    092 53 23.42114(W) AD(       ) 3
 BX2773
 BX2773.Superseded values are not recommended for survey control.
 BX2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2773.See file dsdata.txt to determine how the superseded data were derived.
 BX2773
 BX2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR1042803449(NAD 83)
 BX2773_MARKER: 53 = ELEVATED TANK
 BX2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2773+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001
 BX2773
 BX2773  HISTORY     - Date     Condition        Report By
 BX2773  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2773  HISTORY     - 20010922 GOOD             USPSQD
 BX2773  HISTORY     - 20010922 GOOD             USPSQD
 BX2773
 BX2773                          STATION DESCRIPTION
 BX2773
 BX2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2773'THE VENT AT THE TOP CENTER OF THE MONTGOMERY MUNICIPAL WATER
 BX2773'TANK, LOCATED NEAR THE CENTER OF THE TOWN OF MONTGOMERY AT THE
 BX2773'NORTHEAST CORNER OF THE TOWN HALL AND FIRE DEPARTMENT
 BX2773'BUILDING.  THE TANK IS PAINTED SILVER.  IT IS SUPPORTED BY A
 BX2773'FOUR-LEGGED TUBULAR STEEL STRUCTURE AND IS ABOUT 120 HIGH.
 BX2773
 BX2773                          STATION RECOVERY (2001)
 BX2773
 BX2773'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX2773'RECOVERED IN GOOD CONDITION.
 BX2773
 BX2773                          STATION RECOVERY (2001)
 BX2773
 BX2773'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX2773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1346 ***********************************************************************
 BX1346  DESIGNATION -  MONTGOMERY RM 1
 BX1346  PID         -  BX1346
 BX1346  STATE/COUNTY-  LA/GRANT
 BX1346  USGS QUAD   -  MONTGOMERY (1993)
 BX1346
 BX1346                         *CURRENT SURVEY CONTROL
 BX1346  ___________________________________________________________________
 BX1346* NAD 83(1986)-  31 39 57.     (N)    092 53 27.     (W)     SCALED    
 BX1346* NAVD 88     -        50.96   (+/-2cm)     167.2    (feet)  VERTCON   
 BX1346  ___________________________________________________________________
 BX1346  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1346
 BX1346  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1346
 BX1346.The horizontal coordinates were scaled from a topographic map and have
 BX1346.an estimated accuracy of +/- 6 seconds.
 BX1346
 BX1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1346.The vertical order pertains to the NGVD 29 superseded value.
 BX1346
 BX1346.The geoid height was determined by GEOID03.
 BX1346
 BX1346;                    North         East    Units  Estimated Accuracy
 BX1346;SPC LA N     -   129,330.      962,940.      MT  (+/- 180 meters Scaled)
 BX1346
 BX1346                          SUPERSEDED SURVEY CONTROL
 BX1346
 BX1346  NGVD 29 (??/??/??)   50.977  (m)          167.25   (f) ADJUSTED    1 1
 BX1346
 BX1346.Superseded values are not recommended for survey control.
 BX1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1346.See file dsdata.txt to determine how the superseded data were derived.
 BX1346
 BX1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR103034(NAD 83)
 BX1346_MARKER: DR = REFERENCE MARK DISK
 BX1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1346_STAMPING: MONTGOMERY NO 1 1968
 BX1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1346+STABILITY: SURFACE MOTION
 BX1346
 BX1346  HISTORY     - Date     Condition        Report By
 BX1346  HISTORY     - 1968     MONUMENTED       CGS
 BX1346  HISTORY     - 1969     GOOD             CGS
 BX1346  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1346
 BX1346                          STATION DESCRIPTION
 BX1346
 BX1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1346'0.1 MI SW FROM MONTGOMERY.
 BX1346'ABOUT 0.1 MILE SOUTHWEST ALONG CADDO STREET FROM THE INTERSECTION OF
 BX1346'U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 16, T
 BX1346'8 N, R 5 W, 139 FEET SOUTHEAST OF THE CENTER LINE OF CADDO STREET, IN
 BX1346'A VACANT LOT, 147 FEET SOUTHWEST OF THE CENTER LINE OF WOODLAWN
 BX1346'STREET, 106 FEET SOUTH OF THE SOUTH CORNER OF A BRICK BUILDING WHICH
 BX1346'IS NOW OCCUPIED BY THE MONTGOMERY COFFEE SHOP, 43 FEET EAST OF A
 BX1346'36-INCH OAK TREE, 56 FEET SOUTH-SOUTHEAST OF A 48-INCH OAK TREE, 74.8
 BX1346'FEET SOUTHWEST OF TRIANGULATION STATION MONTGOMERY 19, ABOUT LEVEL
 BX1346'WITH THE STREETS, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 BX1346'LEVEL WITH THE GROUND.
 BX1346
 BX1346                          STATION RECOVERY (2001)
 BX1346
 BX1346'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1344 ***********************************************************************
 BX1344  DESIGNATION -  MONTGOMERY RM 2
 BX1344  PID         -  BX1344
 BX1344  STATE/COUNTY-  LA/GRANT
 BX1344  USGS QUAD   -  MONTGOMERY (1993)
 BX1344
 BX1344                         *CURRENT SURVEY CONTROL
 BX1344  ___________________________________________________________________
 BX1344* NAD 83(1986)-  31 40 02.     (N)    092 53 28.     (W)     SCALED    
 BX1344* NAVD 88     -        50.74   (+/-2cm)     166.5    (feet)  VERTCON   
 BX1344  ___________________________________________________________________
 BX1344  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1344
 BX1344  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1344
 BX1344.The horizontal coordinates were scaled from a topographic map and have
 BX1344.an estimated accuracy of +/- 6 seconds.
 BX1344
 BX1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1344.The vertical order pertains to the NGVD 29 superseded value.
 BX1344
 BX1344.The geoid height was determined by GEOID03.
 BX1344
 BX1344;                    North         East    Units  Estimated Accuracy
 BX1344;SPC LA N     -   129,480.      962,910.      MT  (+/- 180 meters Scaled)
 BX1344
 BX1344                          SUPERSEDED SURVEY CONTROL
 BX1344
 BX1344  NGVD 29 (??/??/??)   50.765  (m)          166.55   (f) ADJUSTED    1 1
 BX1344
 BX1344.Superseded values are not recommended for survey control.
 BX1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1344.See file dsdata.txt to determine how the superseded data were derived.
 BX1344
 BX1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR103035(NAD 83)
 BX1344_MARKER: DR = REFERENCE MARK DISK
 BX1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1344_STAMPING: MONTGOMERY NO 2 1968
 BX1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1344+STABILITY: SURFACE MOTION
 BX1344
 BX1344  HISTORY     - Date     Condition        Report By
 BX1344  HISTORY     - 1968     MONUMENTED       CGS
 BX1344  HISTORY     - 1969     GOOD             CGS
 BX1344  HISTORY     - 20010922 GOOD             USPSQD
 BX1344  HISTORY     - 20060610 GOOD             USPSQD
 BX1344
 BX1344                          STATION DESCRIPTION
 BX1344
 BX1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1344'0.1 MI SW FROM MONTGOMERY.
 BX1344'ABOUT 0.1 MILE SOUTHWEST ALONG CADDO STREET FROM THE INTERSECTION OF
 BX1344'U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 16, T
 BX1344'8 N, R 5 W, 64 FEET SOUTHEAST OF THE CENTER LINE OF CADDO STREET, IN A
 BX1344'VACANT LOT, 78 FEET SOUTHWEST OF THE CENTER LINE OF WOODLAWN STREET,
 BX1344'7.0 FEET SOUTHWEST OF THE SOUTH CORNER OF A BRICK BUILDING WHICH IS
 BX1344'NOW OCCUPIED BY THE MONTGOMERY COFFEE SHOP, 46 FEET NORTH OF A 48-INCH
 BX1344'OAK TREE, 74.1 FEET NORTHWEST OF TRIANGULATION STATION MONTGOMERY 19,
 BX1344'ABOUT LEVEL WITH THE STREETS, AND SET IN THE TOP OF A CONCRETE POST
 BX1344'WHICH IS ABOUT LEVEL WITH THE GROUND.
 BX1344
 BX1344                          STATION RECOVERY (2001)
 BX1344
 BX1344'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1344'RECOVERED IN GOOD CONDITION.
 BX1344
 BX1344                          STATION RECOVERY (2006)
 BX1344
 BX1344'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 BX1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2050 ***********************************************************************
 BW2050  DESIGNATION -  MONTICELLO
 BW2050  PID         -  BW2050
 BW2050  STATE/COUNTY-  LA/TENSAS
 BW2050  USGS QUAD   -  FOULES (1983)
 BW2050
 BW2050                         *CURRENT SURVEY CONTROL
 BW2050  ___________________________________________________________________
 BW2050* NAD 83(1992)-  31 50 21.61556(N)    091 31 27.67918(W)     ADJUSTED  
 BW2050* NAVD 88     -        19.86   (+/-2cm)      65.2    (feet)  VERTCON   
 BW2050  ___________________________________________________________________
 BW2050  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BW2050  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW2050
 BW2050  HORZ ORDER  -  FIRST
 BW2050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2050
 BW2050.The horizontal coordinates were established by classical geodetic methods
 BW2050.and adjusted by the National Geodetic Survey in May 1994..
 BW2050
 BW2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2050.The vertical order pertains to the NGVD 29 superseded value.
 BW2050
 BW2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2050
 BW2050.The geoid height was determined by GEOID03.
 BW2050
 BW2050;                    North         East     Units Scale Factor Converg.
 BW2050;SPC LA N     -   148,914.506 1,092,343.090   MT  0.99991567   +0 30 57.0
 BW2050;SPC LA N     -   488,563.68  3,583,795.62   sFT  0.99991567   +0 30 57.0
 BW2050;UTM  15      - 3,523,576.408   639,631.922   MT  0.99984046   +0 46 42.9
 BW2050
 BW2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2050!SPC LA N     -   1.00000098  x   0.99991567  =   0.99991665
 BW2050!UTM  15      -   1.00000098  x   0.99984046  =   0.99984144
 BW2050
 BW2050|---------------------------------------------------------------------|
 BW2050| PID    Reference Object                     Distance      Geod. Az  |
 BW2050|                                                           dddmmss.s |
 BW2050| CY5077 MONTICELLO RM 1                      30.580 METERS 02923     |
 BW2050| BW2052 MONTICELLO RM 2                      37.399 METERS 26916     |
 BW2050| BW2051 MONTICELLO AZ MK                                   3014954.1 |
 BW2050|---------------------------------------------------------------------|
 BW2050
 BW2050                          SUPERSEDED SURVEY CONTROL
 BW2050
 BW2050  NAD 83(1992)-  31 50 21.62173(N)    091 31 27.67205(W) AD(       ) 1
 BW2050  NAD 83(1986)-  31 50 21.62854(N)    091 31 27.67505(W) AD(       ) 1
 BW2050  NAD 27      -  31 50 21.04789(N)    091 31 27.24100(W) AD(       ) 1
 BW2050  NGVD 29 (??/??/92)   19.868  (m)           65.18   (f) ADJ UNCH    2 0
 BW2050
 BW2050.Superseded values are not recommended for survey control.
 BW2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2050.See file dsdata.txt to determine how the superseded data were derived.
 BW2050
 BW2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR3963223576(NAD 83)
 BW2050_MARKER: DS = TRIANGULATION STATION DISK
 BW2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2050+STABILITY: SURFACE MOTION
 BW2050
 BW2050  HISTORY     - Date     Condition        Report By
 BW2050  HISTORY     - 1941     MONUMENTED       CGS
 BW2050  HISTORY     - 1961     GOOD             CGS
 BW2050  HISTORY     - 1973     GOOD             NGS
 BW2050
 BW2050                          STATION DESCRIPTION
 BW2050
 BW2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2050'STATION IS ON THE LINE BETWEEN SECTIONS 14 AND 23, T. 10 N.,
 BW2050'R. 9 E., ABOUT 8-1/2 MILES W OF THE TOWN OF WATERPROOF ON THE
 BW2050'GROUNDS OF THE MONTICELLO PLANTATION OWNED BY W.R. WRIGHT
 BW2050'AND OCCUPIED BY JAMES AND PRIES.  IT IS 50 FEET W OF A 36-INCH
 BW2050'TREE, 33 FEET E OF A LARGE WATER TANK, 15 FEET N OF A WHITE
 BW2050'REFERENCE POST AND ABOUT 300 YARDS S OF THE PLANTATION HOUSE.
 BW2050'IT IS STAMPED MONTICELLO 1941 AND PROJECTS ABOUT 4 INCHES.
 BW2050'
 BW2050'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2050'BRONZE DISKS SET IN CONCRETE.
 BW2050'
 BW2050'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE.  IT IS STAMPED
 BW2050'MONTICELLO NO. 1 1941 AND PROJECTS ABOUT 4 INCHES.
 BW2050'
 BW2050'REFERENCE MARK NO. 2 IS 30 FEET S OF 3 OAK TREES AND 1 FOOT N
 BW2050'OF A FENCE.  IT IS STAMPED MONTICELLO NO. 2 1941 AND PROJECTS
 BW2050'ABOUT 8 INCHES.
 BW2050'
 BW2050'AZIMUTH MARK IS 42 FEET E OF A LARGE PECAN TREE, 24 FEET W OF
 BW2050'A FENCE, 25 FEET S OF THE CENTER OF STATE HIGHWAY 465 AND 5
 BW2050'FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED MONTICELLO 1941
 BW2050'AND PROJECTS ABOUT 4 INCHES.
 BW2050'
 BW2050'TO REACH THE STATION FROM WATERPROOF, GO S ON U.S. HIGHWAY 65
 BW2050'FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY 67.  TURN RIGHT
 BW2050'AND FOLLOW STATE HIGHWAY 67 FOR 6.7 MILES TO THE JUNCTION OF
 BW2050'STATE HIGHWAY 463.  TURN LEFT AND FOLLOW STATE HIGHWAY 463 FOR
 BW2050'2.3 MILES TO THE MONTICELLO PLANTATION ON THE LEFT AND STATION
 BW2050'JUST S OF THE HOUSE.
 BW2050'
 BW2050'A 126-FOOT SIGNAL AT COOTER IS VISIBLE AT 116 FEET.
 BW2050'
 BW2050'A 126-FOOT SIGNAL AT GILBERT IS VISIBLE AT 136 FEET.
 BW2050'
 BW2050'A 116-FOOT SIGNAL AT SICILY ISLAND IS VISIBLE AT 116 FEET.
 BW2050'
 BW2050'A 126-FOOT SIGNAL AT BANG IS VISIBLE AT 136 FEET.
 BW2050'
 BW2050'A 116-FOOT SIGNAL AT WATERPROOF IS VISIBLE AT 116 FEET.
 BW2050'
 BW2050'HEIGHT OF LIGHT ABOVE STATION MARK - 44 METERS.
 BW2050
 BW2050                          STATION RECOVERY (1961)
 BW2050
 BW2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKE)
 BW2050'THE STATION WAS VISITED 7-10-61 AND ALL MARKS WERE FOUND IN GOOD
 BW2050'CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE
 BW2050'BY THE STATE HIGHWAY DEPARTMENT DUE TO ROAD CONSTRUCTION.  THE
 BW2050'NEW AZIMUTH MARK WAS SET ON LINE WITH THE OLD AZIMUTH MARK AND
 BW2050'THE STATION, 53.3 FEET TOWARD THE STATION.  THE WATER TANK
 BW2050'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN DISMANTLED
 BW2050'HOWEVER THE CONCRETE FOOTING ARE STILL IN PLACE.  A NEW
 BW2050'DESCRIPTION FOLLOWS--
 BW2050'
 BW2050'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF WATER PROOF
 BW2050'AND 8 MILES NORTH OF CLAYTON, NEAR THE BOUNDRIES OF SECTIONS
 BW2050'14 AND 23, T 10 N, AND R. 9 E, ON PROPERTY OWNED BY MR. TRUMAN
 BW2050'JAMES, ABOUT 100 YARDS SOUTH OF THE JAMES HOUSE, 139 FEET EAST
 BW2050'OF THE EAST WALL OF A LARGE HIP ROOFED SHED AND BARN, 50 FEET
 BW2050'WEST OF A 4-FOOT OAK TREE, 79.5 FEET WEST-NORTHWEST OF A 2-FOOT
 BW2050'PECAN TREE, 33 FEET EAST OF THE SOUTHWEST CONCRETE FOUNDATION
 BW2050'OF THE OLD WATER TANK, 20 FEET EAST OF THE SOUTHEAST CORNER OF
 BW2050'A PUMP HOUSE, 14.9 FEET NORTH OF A BOARD FENCE.  IT IS A
 BW2050'STANDARD DISK STAMPED MONTICELLO 1941, PROJECTING 8 INCHES.
 BW2050'
 BW2050'REFERENCE MARK NO. 1 IS 100.33 FEET EAST-NORTHEAST OF THE
 BW2050'STATION IN AN OPEN PASTURE, 111 FEET NORTHEAST OF THE NORTHEAST
 BW2050'CONCRETE FOUNDATION OF THE WATER TANK, AND 78 FEET NORTH-NORTHWEST
 BW2050'OF THE 4-FOOT OAK TREE.  IT IS A STANDARD DISK, STAMPED.
 BW2050'MONTICELLO NO 1 1941, PROJECTING 2 INCHES.
 BW2050'
 BW2050'REFERENCE MARK NO. 2 IS 122.70 FEET WEST OF THE STATION IN A
 BW2050'FARM LOT EAST OF THE HIP ROOF BARN, 25 FEET NORTHEAST OF THE
 BW2050'SOUTHEAST CORNER OF THE BARN, 52 FEET SOUTH-SOUTHEAST OF THE
 BW2050'NORTHEAST CORNER OF THE BARN, 31 FEET SOUTH OF A 3-FOOT SWEET
 BW2050'GUM TREE, 41 FEET SOUTHWEST OF THE NORTH ONE OF TWO 3-FOOT GUM
 BW2050'TREES, AND 19.5 FEET NORTH OF A BOARD FENCE.  IT IS A STANDARD
 BW2050'DISK, STAMPED MONTICELLO NO 2 1941, PROJECTING 6 INCHES.
 BW2050'
 BW2050'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION AT THE
 BW2050'WEST SIDE OF A TENANT HOUSE AND IN A GARDEN PLOT.  IT IS
 BW2050'61.7 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 571, 21.7 FEET
 BW2050'SOUTH OF A FENCE CORNER, 24 FEET WEST OF THE WEST SIDE OF THE
 BW2050'TENANT HOUSE, 1 FOOT WEST OF A FENCE LINE AND 1 FOOT NORTH OF A
 BW2050'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED MONTICELLO
 BW2050'1941 RESET 1961, PROJECTING 4 INCHES.
 BW2050'
 BW2050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND
 BW2050'566 AT CLAYTON, GO NORTH ON STATE HIGHWAY 566 FOR 3.3 MILES TO
 BW2050'A T-INTERSECTION WITH STATE HIGHWAY 571, TURN LEFT AND GO WEST
 BW2050'AND NORTH FOR 7.55 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 BW2050'CONTINUE FOR 0.15 MILE TO THE TRUMAN JAMES RESIDENT ON THE RIGHT,
 BW2050'TURN RIGHT INTO FARM LANE JUST BEFORE REACHING THE HOUSE, GO
 BW2050'NORTH TO THE LARGE HIP ROOF BARN TURN LEFT AND GO ABOUT 150
 BW2050'FEET TO THE MARK ON THE RIGHT.
 BW2050
 BW2050                          STATION RECOVERY (1973)
 BW2050
 BW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PA)
 BW2050'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 BW2050'(RESET 1961) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BW2050'REFERENCE MARK 1 HAS BEEN DESTROYED.  A COMPLETE NEW DESCRIPTION
 BW2050'FOLLOWS.
 BW2050'
 BW2050'TO REACH THE STATION FROM CLAYTON ELEMENTARY SCHOOL IN CLAYTON,
 BW2050'GO NORTHWEST ALONG LOUISIANA HIGHWAY 15 FOR .05 MILES TO THE
 BW2050'INTERSECTION OF LOUISIANA HIGHWAYS 15 AND 566.  THENCE ABOUT
 BW2050'3.55 MILES NORTH ALONG LOUISIANA HIGHWAY 566 TO THE INTERSECTION
 BW2050'OF LOUISIANA HIGHWAYS 566 AND 571.  THENCE ABOUT 8.35 MILES
 BW2050'NORTHWEST ALONG LOUISIANA HIGHWAY 571 TO THE STATION MARK ON
 BW2050'THE RIGHT.  IT IS 495.0 FEET SOUTH OF THE CENTERLINE OF
 BW2050'LOUISIANA HIGHWAY 571, 5.0 FEET NORTHWEST OF THE NORTHWEST
 BW2050'CORNER OF A WELL SHED, 10.0 FEET NORTHEAST OF THE NORTHEAST
 BW2050'CORNER OF A WELL SHED, 50.0 FEET WEST OF A 72 INCH PIN OAK.  A
 BW2050'STEEL WITNESS POST IS SET 1.0 FEET NORTH OF THE MARK.  STATION
 BW2050'MARK IS A STANDARD DISK STAMPED MONTICELLO 1941.  IT IS SET
 BW2050'IN TOP OF A CONCRETE BLOCK PROJECTING 7 INCHES ABOVE THE
 BW2050'GROUND.
 BW2050'
 BW2050'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MONTICELLO NO. 2
 BW2050'1941.  IT IS SET IN TOP OF A CONCRETE BLOCK PROJECTING 7 INCHES
 BW2050'ABOVE THE GROUND.  MARK IS 534.0 FEET SOUTH OF THE CENTER LINE
 BW2050'OF LOUISIANA HIGHWAY 571, 25.5 FEET NORTHEAST OF THE SOUTHEAST
 BW2050'CORNER OF A BARN, 42.5 FEET SOUTHWEST OF A 36 INCH GUM TREE.
 BW2050'A WITNESS POST IS SET 2.0 FEET NORTHEAST OF THE MARK.
 BW2050'
 BW2050'TO REACH THE AZIMUTH MARK FROM THE STATION MARK GO 0.25 MILES
 BW2050'WEST ALONG LOUISIANA HIGHWAY 571 TO THE AZIMUTH MARK ON THE
 BW2050'LEFT.  IT IS 59.3 FEET SOUTH OF THE CENTER LINE OF LOUISIANA
 BW2050'HIGHWAY 571.  16.0 FEET SOUTH OF A FENCE CORNER.  30.8 FEET
 BW2050'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME RESIDENCE.  19.5
 BW2050'FEET NORTHWEST OF A 12 INCH MIMOSA TREE.  A STEEL WITNESS
 BW2050'POST IS SET 2.0 FEET NORTHEAST OF THE MARK.
 BW2050'
 BW2050'AZIMUTH MARK IS STAMPED MONTICELLO 1941 RESET 1961 AND THE DISK
 BW2050'IS SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BW2050'PROJECTING 3 INCHES ABOVE THE GROUND.
 BW2050'
 BW2050'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BW2050'NORTH OF CLAYTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4636 ***********************************************************************
 BJ4636  DESIGNATION -  MONTPELIER ATT MICROWAVE
 BJ4636  PID         -  BJ4636
 BJ4636  STATE/COUNTY-  LA/ST HELENA
 BJ4636  USGS QUAD   -  MONTPELIER (1974)
 BJ4636
 BJ4636                         *CURRENT SURVEY CONTROL
 BJ4636  ___________________________________________________________________
 BJ4636* NAD 83(1992)-  30 40 27.54408(N)    090 40 17.89840(W)     ADJUSTED  
 BJ4636* NAVD 88     -                                                        
 BJ4636  ___________________________________________________________________
 BJ4636  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BJ4636  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4636
 BJ4636  HORZ ORDER  -  THIRD
 BJ4636
 BJ4636.The horizontal coordinates were established by classical geodetic methods
 BJ4636.and adjusted by the National Geodetic Survey in January 1993..
 BJ4636
 BJ4636
 BJ4636.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4636
 BJ4636.The geoid height was determined by GEOID03.
 BJ4636
 BJ4636;                    North         East     Units Scale Factor Converg.
 BJ4636;SPC LA S     -   241,199.275 1,063,407.741   MT  0.99999464   +0 19 51.1
 BJ4636;SPC LA S     -   791,334.62  3,488,863.56   sFT  0.99999464   +0 19 51.1
 BJ4636;UTM  15      - 3,395,822.074   723,061.004   MT  1.00021383   +1 11 18.0
 BJ4636
 BJ4636                          SUPERSEDED SURVEY CONTROL
 BJ4636
 BJ4636  NAD 83(1986)-  30 40 27.55992(N)    090 40 17.89573(W) AD(       ) 4
 BJ4636  NAD 27      -  30 40 26.88984(N)    090 40 17.55197(W) AD(       ) 3
 BJ4636
 BJ4636.Superseded values are not recommended for survey control.
 BJ4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4636.See file dsdata.txt to determine how the superseded data were derived.
 BJ4636
 BJ4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2306195822(NAD 83)
 BJ4636
 BJ4636  HISTORY     - Date     Condition        Report By
 BJ4636  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4636
 BJ4636                          STATION DESCRIPTION
 BJ4636
 BJ4636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4636'MONTPELIER, AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE IS LOCATED
 BJ4636'WITHIN A SMALL FENCED AREA, ABOUT 1-1/4 MILES WEST OF MONTPELIER AND
 BJ4636'ABOUT 200 FEET NORTH OF STATE HIGHWAY 1036.
 BJ4636'
 BJ4636'A LARGE 4 LEGGED STEEL STRUCTURE, 330 FEET IN HEIGHT, PAINTED
 BJ4636'RED-WHITE ALTERNATE SECTIONS.  A RED LIGHT AND 4 LARGE VOICE MIRRORS
 BJ4636'ARE MOUNTED AT THE TOP.
 BJ4636'
 BJ4636'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1282 ***********************************************************************
 BX1282  DESIGNATION -  MONTROSE=V 12
 BX1282  PID         -  BX1282
 BX1282  STATE/COUNTY-  LA/NATCHITOCHES
 BX1282  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX1282
 BX1282                         *CURRENT SURVEY CONTROL
 BX1282  ___________________________________________________________________
 BX1282* NAD 83(1992)-  31 34 16.59941(N)    092 59 39.42477(W)     ADJUSTED  
 BX1282* NAVD 88     -        31.07   (+/-2cm)     101.9    (feet)  VERTCON   
 BX1282  ___________________________________________________________________
 BX1282  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BX1282  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX1282
 BX1282  HORZ ORDER  -  FIRST
 BX1282  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1282
 BX1282.The horizontal coordinates were established by classical geodetic methods
 BX1282.and adjusted by the National Geodetic Survey in January 1993..
 BX1282
 BX1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1282.The vertical order pertains to the NGVD 29 superseded value.
 BX1282
 BX1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1282
 BX1282.The geoid height was determined by GEOID03.
 BX1282
 BX1282;                    North         East     Units Scale Factor Converg.
 BX1282;SPC LA N     -   118,885.189   953,080.781   MT  0.99993291   -0 15 40.8
 BX1282;SPC LA N     -   390,042.49  3,126,899.20   sFT  0.99993291   -0 15 40.8
 BX1282;UTM  15      - 3,492,916.669   500,542.341   MT  0.99960000   +0 00 10.8
 BX1282
 BX1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1282!SPC LA N     -   0.99999922  x   0.99993291  =   0.99993213
 BX1282!UTM  15      -   0.99999922  x   0.99960000  =   0.99959923
 BX1282
 BX1282|---------------------------------------------------------------------|
 BX1282| PID    Reference Object                     Distance      Geod. Az  |
 BX1282|                                                           dddmmss.s |
 BX1282| CY4260 MONTROSE RM                          16.570 METERS 02826     |
 BX1282|---------------------------------------------------------------------|
 BX1282
 BX1282                          SUPERSEDED SURVEY CONTROL
 BX1282
 BX1282  NAD 83(1986)-  31 34 16.61913(N)    092 59 39.41691(W) AD(       ) 1
 BX1282  NAD 27      -  31 34 16.01770(N)    092 59 38.83233(W) AD(       ) 1
 BX1282  NGVD 29 (??/??/??)   31.102  (m)          102.04   (f) ADJUSTED    1 2
 BX1282
 BX1282.Superseded values are not recommended for survey control.
 BX1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1282.See file dsdata.txt to determine how the superseded data were derived.
 BX1282
 BX1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0054292917(NAD 83)
 BX1282_MARKER: DS = TRIANGULATION STATION DISK
 BX1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1282_STAMPING: MONTROSE 1919
 BX1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1282+STABILITY: SURFACE MOTION
 BX1282
 BX1282  HISTORY     - Date     Condition        Report By
 BX1282  HISTORY     - 1919     MONUMENTED       CGS
 BX1282  HISTORY     - 1919     GOOD             CGS
 BX1282  HISTORY     - 1935     GOOD             CGS
 BX1282  HISTORY     - 1942     GOOD             USGS
 BX1282  HISTORY     - 1968     MARK NOT FOUND   CGS
 BX1282  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1282
 BX1282                          STATION DESCRIPTION
 BX1282
 BX1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1282'STATION IS IN THE VILLAGE OF MONTROSE, ABOUT 15 METERS (49
 BX1282'FEET) NE OF FROST-JOHNSON COMMISSARY, ABOUT 10 METERS (33
 BX1282'FEET) SE OF MAIL-CATCHING DEVICE, ABOUT 35 METERS (115 FEET)
 BX1282'SE OF MONTROSE HOTEL, AND 3.5 METERS (11 FEET) S OF CENTER
 BX1282'LINE OF MAIN TRACK OF RAILWAY.
 BX1282'
 BX1282'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX1282'DISKS SET IN CONCRETE.
 BX1282'
 BX1282'REFERENCE MARK IS 16.570 METERS (54.36 FEET) FROM STATION
 BX1282'N 28 DEG 26 MIN E.
 BX1282
 BX1282                          STATION RECOVERY (1919)
 BX1282
 BX1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1282'IN MONTROSE.
 BX1282'AT MONTROSE, 115 FEET SOUTHEAST OF MONTROSE HOTEL, 49 FEET NORTHEAST
 BX1282'OF THE FROST-JOHNSON COMMISARY, 82.2 FEET EAST OF MONTROSE STATION
 BX1282'SIGN, ABOUT 10 METERS (33 FEET) SOUTHEAST OF MAIL-BAG SUPPORT, 27.8
 BX1282'FEET WEST OF NORTHWEST CORNER OF MAIL STORAGE HOUSE, AND 3.5 METERS
 BX1282'(11 FEET) SOUTH OF THE CENTER LINE OF THE MAIN TRACK OF THE TEXAS AND
 BX1282'PACIFIC RAILWAY.  NOTE-- TO REACH-- GO TO MONTROSE RAILROAD STATION.
 BX1282
 BX1282                          STATION RECOVERY (1935)
 BX1282
 BX1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1282'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX1282'
 BX1282'REFERENCE MARK NOT RECOVERED AND IT HAS APPARENTLY BEEN
 BX1282'DUG OUT.
 BX1282'
 BX1282'STATION IS ALSO 9.3 FEET S OF S RAIL, 27.8 FEET W OF NW
 BX1282'CORNER OF MAIL STORAGE HOUSE AND 82.2 FEET E OF MONTROSE STATION
 BX1282'SIGN.  STATION AND REFERENCE MARKS ARE STAMPED MONTROSE 1919.
 BX1282'
 BX1282'NEW REFERENCE MARKS WERE SET THEY ARE STANDARD BRONZE DISKS
 BX1282'SET IN 14-BY 14-BY 30-INCH CONCRETE PIERS.
 BX1282'
 BX1282'REFERENCE MARK NO. 1 (1935) IS AT MONTROSE RAILROAD STATION
 BX1282'LANDING WALK, 10.2 FEET S OF S RAIL AND 15 FEET W OF MONTROSE
 BX1282'STATION SIGN, AT GROUND SURFACE, 29.75 METERS (97.57 FEET)
 BX1282'FROM STATION N 47 DEG 20 MIN 25 SEC W.
 BX1282'
 BX1282'REFERENCE MARK NO. 2 (1935) IS 47.7 FEET N OF N RAILROAD
 BX1282'RAIL 11.0 FEET S OF S EDGE OF HIGHWAY, 61 FEET E OF WOODEN
 BX1282'WALK FROM HIGHWAY TO STATION LANDING WALK, 17.015 METERS
 BX1282'(55.82 FEET) FROM STATION N 41 DEG 26 MIN 50 SEC E.
 BX1282'TO REFERENCE MARK NO. 1 IT IS 133.955 METERS (111.41 FEET)
 BX1282'N 77 MIN 24 DEG W.
 BX1282'
 BX1282'TO REACH THE STATION GO TO MONTROSE RAILROAD STATION.
 BX1282
 BX1282                          STATION RECOVERY (1942)
 BX1282
 BX1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 BX1282'RECOVERED IN GOOD CONDITION.
 BX1282
 BX1282                          STATION RECOVERY (1968)
 BX1282
 BX1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 BX1282'THE STATION SITE WAS VISITED AND NO TRACE OF THE STATION MARK OR THE
 BX1282'REFERENCE MARKS WERE FOUND.  THE HOTEL AND RAILROAD STATION HAVE
 BX1282'BEEN RAZED.  THE AREA IS NOW FIELD AND NO SIGN OF ANY OF THE
 BX1282'BUILDINGS REMAIN.
 BX1282'
 BX1282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 BX1282'WEST-NORTHWEST CLOUTIERVILLE.
 BX1282
 BX1282                          STATION RECOVERY (2001)
 BX1282
 BX1282'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4310 ***********************************************************************
 BJ4310  DESIGNATION -  MONTZ
 BJ4310  PID         -  BJ4310
 BJ4310  STATE/COUNTY-  LA/ST CHARLES
 BJ4310  USGS QUAD   -  LAPLACE (1992)
 BJ4310
 BJ4310                         *CURRENT SURVEY CONTROL
 BJ4310  ___________________________________________________________________
 BJ4310* NAD 83(1992)-  30 00 21.72208(N)    090 28 59.20746(W)     ADJUSTED  
 BJ4310* NAVD 88     -         8.0  **(meters)      26.   **(feet)  VERTCON   
 BJ4310  **This station is located in a subsidence area (see below).
 BJ4310  ___________________________________________________________________
 BJ4310  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ4310  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BJ4310
 BJ4310  HORZ ORDER  -  FIRST
 BJ4310
 BJ4310.The horizontal coordinates were established by classical geodetic methods
 BJ4310.and adjusted by the National Geodetic Survey in January 1993..
 BJ4310
 BJ4310 ** The orthometric height has not been validated since last determined
 BJ4310 ** by differential leveling and should not be used for control purposes.
 BJ4310 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4310 ** area with valid NAVD 88 orthometric heights.
 BJ4310 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4310 ** epoch indicated which incorporates improved geoid heights for the
 BJ4310 ** Southern Louisiana Subsidence area.
 BJ4310 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4310
 BJ4310.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4310
 BJ4310.The geoid height was determined by GEOID03.
 BJ4310
 BJ4310;                    North         East     Units Scale Factor Converg.
 BJ4310;SPC LA S     -   167,239.533 1,082,022.773   MT  0.99992575   +0 25 30.4
 BJ4310;SPC LA S     -   548,685.03  3,549,936.38   sFT  0.99992575   +0 25 30.4
 BJ4310;UTM  15      - 3,322,121.655   742,772.533   MT  1.00032722   +1 15 33.4
 BJ4310
 BJ4310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4310!SPC LA S     -   1.00000286  x   0.99992575  =   0.99992861
 BJ4310!UTM  15      -   1.00000286  x   1.00032722  =   1.00033008
 BJ4310
 BJ4310|---------------------------------------------------------------------|
 BJ4310| PID    Reference Object                     Distance      Geod. Az  |
 BJ4310|                                                           dddmmss.s |
 BJ4310| CW2117 MONTZ RM 1                           24.823 METERS 13258     |
 BJ4310| CW2118 MONTZ RM 2                           25.311 METERS 30218     |
 BJ4310| CW2119 MONTZ RM 3                                         3320115.8 |
 BJ4310|---------------------------------------------------------------------|
 BJ4310
 BJ4310                          SUPERSEDED SURVEY CONTROL
 BJ4310
 BJ4310  NAD 83(1986)-  30 00 21.73906(N)    090 28 59.20805(W) AD(       ) 1
 BJ4310  NAD 27      -  30 00 21.00667(N)    090 28 58.90478(W) AD(       ) 1
 BJ4310  NGVD 29 (07/19/86)    8.1    (m)           27.     (f) VERT ANG       
 BJ4310
 BJ4310.Superseded values are not recommended for survey control.
 BJ4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4310.See file dsdata.txt to determine how the superseded data were derived.
 BJ4310
 BJ4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4277322122(NAD 83)
 BJ4310_MARKER: DS = TRIANGULATION STATION DISK
 BJ4310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4310
 BJ4310  HISTORY     - Date     Condition        Report By
 BJ4310  HISTORY     - 1973     MONUMENTED       NGS
 BJ4310  HISTORY     - 20060420 MARK NOT FOUND   NGS
 BJ4310
 BJ4310                          STATION DESCRIPTION
 BJ4310
 BJ4310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4310'MEASUREMENTS WERE MADE WITH A 300 FOOT TAPE, HOLDING 5 AND 10 KGS.
 BJ4310'TENSION.
 BJ4310'
 BJ4310'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF NORCO, 4 MILES SOUTH
 BJ4310'OF LAPLACE, IN THE NORTH EDGE OF KILLONA AND ON LAND OF THE CORPS OF
 BJ4310'ENGINEERS, NEW ORLEANS DISTRICT, P.O. BOX 60267, NEW ORLEANS,
 BJ4310'LOUISIANA, 70160.
 BJ4310'
 BJ4310'TO REACH THE STATION FROM THE COURT HOUSE IN HAHNVILLE, GO WEST ON
 BJ4310'STATE HIGHWAY 18 FOR 6.3 MILES TO THE STATION ON THE RIGHT, ATOP OF
 BJ4310'THE LEVEE.
 BJ4310'
 BJ4310'TO REACH REFERENCE MARK 3 (AZIMUTH MARK) FROM THE STATION, GO WEST ON
 BJ4310'THE LEVEE ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BJ4310'
 BJ4310'STATION MARKS ARE STANDARD DISKS STAMPED MONTZ 1972.  THE SURFACE
 BJ4310'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4310'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 68 FEET NORTHEAST OF
 BJ4310'THE CENTERLINE OF STATE HIGHWAY 18 AND 21 FEET SOUTHWEST OF
 BJ4310'THE CENTER OF THE LEVEE ROAD.  THE UNDERGROUND MARK IS SET IN THE
 BJ4310'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BJ4310'GROUND SURFACE.
 BJ4310'
 BJ4310'REFERENCE MARK 1, A STANDARD DISK STAMPED MONTZ NO 1 1972, IS SET IN
 BJ4310'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4310'BELOW THE GROUND SURFACE.  IT IS 66 FEET NORTHEAST OF THE
 BJ4310'CENTERLINE OF STATE HIGHWAY 18 AND 28 FEET SOUTHWEST OF THE LEVEE
 BJ4310'ROAD.
 BJ4310'
 BJ4310'REFERENCE MARK 2, A STANDARD DISK STAMPED MONTZ NO 2 1972, IS SET IN
 BJ4310'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4310'BELOW THE GROUND SURFACE.  IT IS 66 FEET NORTHEAST OF THE
 BJ4310'CENTERLINE OF STATE HIGHWAY 18 AND 29 FEET SOUTHWEST OF THE LEVEE
 BJ4310'ROAD.
 BJ4310'
 BJ4310'REFERENCE MARK 3, A STANDARD DISK STAMPED MONTZ NO 3 1972, IS SET IN
 BJ4310'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4310'BELOW THE GROUND SURFACE.  IT IS 75 FEET NORTHEAST OF THE
 BJ4310'CENTERLINE OF STATE HIGHWAY 18 AND 12 FEET SOUTHWEST OF THE LEVEE
 BJ4310'ROAD.
 BJ4310'
 BJ4310'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS.
 BJ4310
 BJ4310                          STATION RECOVERY (2006)
 BJ4310
 BJ4310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ4310'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5250 ***********************************************************************
 AA5250  DESIGNATION -  MONUMENT 2
 AA5250  PID         -  AA5250
 AA5250  STATE/COUNTY-  LA/JEFFERSON
 AA5250  USGS QUAD   -  LULING (1992)
 AA5250
 AA5250                         *CURRENT SURVEY CONTROL
 AA5250  ___________________________________________________________________
 AA5250* NAD 83(1992)-  29 59 24.66122(N)    090 15 54.26104(W)     ADJUSTED  
 AA5250* NAVD 88     -        -0.00   (+/-2cm)      -0.0  **(feet)  VERTCON   
 AA5250  **This station is located in a subsidence area (see below).
 AA5250  ___________________________________________________________________
 AA5250  X           -     -25,578.181 (meters)                     COMP
 AA5250  Y           -  -5,528,718.737 (meters)                     COMP
 AA5250  Z           -   3,169,418.191 (meters)                     COMP
 AA5250  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA5250  ELLIP HEIGHT-         -26.25  (meters)          (04/30/95) GPS OBS
 AA5250  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AA5250
 AA5250  HORZ ORDER  -  SECOND
 AA5250  VERT ORDER  -  THIRD ? (See Below)
 AA5250  ELLP ORDER  -  THIRD     CLASS I
 AA5250
 AA5250.The horizontal coordinates were established by GPS observations
 AA5250.and adjusted by the National Geodetic Survey in April 1995..
 AA5250
 AA5250 ** The orthometric height has not been validated since last determined
 AA5250 ** by differential leveling and should not be used for control purposes.
 AA5250 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA5250 ** area with valid NAVD 88 orthometric heights.
 AA5250 ** The geoid height was determined by a new realization of GEOID03 for the
 AA5250 ** epoch indicated which incorporates improved geoid heights for the
 AA5250 ** Southern Louisiana Subsidence area.
 AA5250 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA5250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5250.The vertical order pertains to the NGVD 29 superseded value.
 AA5250
 AA5250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5250
 AA5250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5250
 AA5250.The ellipsoidal height was determined by GPS observations
 AA5250.and is referenced to NAD 83.
 AA5250
 AA5250.The geoid height was determined by GEOID03.
 AA5250
 AA5250;                    North         East     Units Scale Factor Converg.
 AA5250;SPC LA S     -   165,658.789 1,103,073.510   MT  0.99992576   +0 32 02.9
 AA5250;SPC LA S     -   543,498.88  3,619,000.34   sFT  0.99992576   +0 32 02.9
 AA5250;UTM  15      - 3,320,846.868   763,853.877   MT  1.00045903   +1 22 04.3
 AA5250
 AA5250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5250!SPC LA S     -   1.00000412  x   0.99992576  =   0.99992988
 AA5250!UTM  15      -   1.00000412  x   1.00045903  =   1.00046315
 AA5250
 AA5250:                Primary Azimuth Mark                     Grid Az
 AA5250:SPC LA S     -  MONUMENT 6                               038 09 10.4
 AA5250:UTM  15      -  MONUMENT 6                               037 19 09.0
 AA5250
 AA5250|---------------------------------------------------------------------|
 AA5250| PID    Reference Object                     Distance      Geod. Az  |
 AA5250|                                                           dddmmss.s |
 AA5250| AA5251 MONUMENT 6                          APPROX. 1.1 KM 0384113.3 |
 AA5250|---------------------------------------------------------------------|
 AA5250
 AA5250                          SUPERSEDED SURVEY CONTROL
 AA5250
 AA5250  NGVD 29 (04/30/95)    0.07   (m)            0.2    (f) LEVELING    3  
 AA5250
 AA5250.Superseded values are not recommended for survey control.
 AA5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5250.See file dsdata.txt to determine how the superseded data were derived.
 AA5250
 AA5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6385420847(NAD 83)
 AA5250_MARKER: I = METAL ROD
 AA5250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5250_MARK LOGO: NONE  
 AA5250_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5250+STABILITY: POSITION/ELEVATION WELL
 AA5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5250+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5250
 AA5250  HISTORY     - Date     Condition        Report By
 AA5250  HISTORY     - 1993     MONUMENTED       BFM
 AA5250
 AA5250                          STATION DESCRIPTION
 AA5250
 AA5250'DESCRIBED BY BFM CORPORATION 1993 (JP)
 AA5250'TO REACH THE MARK GO WEST ALONG AIRLINE HIGHWAY FROM THE INTERSECTION
 AA5250'OF AIRLINE HIGHWAY (HIGHWAY 61) AND WILLIAMS BOULEVARD 2.092 KM (1.30
 AA5250'MI) TO FIREHOUSE ROAD. TURN RIGHT ON FIREHOUSE ROAD AND GO 0.724 KM
 AA5250'(0.45 MI) TO THE MARK ON THE RIGHT, FROM NORTHWEST CORNER OF FIREHOUSE
 AA5250'42.824 M (140.498 FT)  10.15 M (33.30 FT) NORTH OF THE EDGE OF THE
 AA5250'ASPHALT ROAD AND 41.605 M (136.499 FT) SOUTH OF FENCE.  A STAINLESS
 AA5250'STEEL ROD SET TO THE DEPTH OF 29.261 M (96.000 FT) ENCASED IN A 6
 AA5250'INCHES PVC PIPE WITH CAP ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5249 ***********************************************************************
 AA5249  DESIGNATION -  MONUMENT 5
 AA5249  PID         -  AA5249
 AA5249  STATE/COUNTY-  LA/JEFFERSON
 AA5249  USGS QUAD   -  LULING (1992)
 AA5249
 AA5249                         *CURRENT SURVEY CONTROL
 AA5249  ___________________________________________________________________
 AA5249* NAD 83(1992)-  29 59 36.12932(N)    090 15 04.10744(W)     ADJUSTED  
 AA5249* NAVD 88     -        -1.05   (+/-2cm)      -3.4  **(feet)  VERTCON   
 AA5249  **This station is located in a subsidence area (see below).
 AA5249  ___________________________________________________________________
 AA5249  X           -     -24,233.086 (meters)                     COMP
 AA5249  Y           -  -5,528,547.348 (meters)                     COMP
 AA5249  Z           -   3,169,723.499 (meters)                     COMP
 AA5249  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AA5249  ELLIP HEIGHT-         -27.32  (meters)          (04/30/95) GPS OBS
 AA5249  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AA5249
 AA5249  HORZ ORDER  -  SECOND
 AA5249  VERT ORDER  -  THIRD ? (See Below)
 AA5249  ELLP ORDER  -  THIRD     CLASS I
 AA5249
 AA5249.This mark is at New Orleans Intl Moisant Fld Airport (MSY)
 AA5249
 AA5249.The horizontal coordinates were established by GPS observations
 AA5249.and adjusted by the National Geodetic Survey in April 1995..
 AA5249
 AA5249 ** The orthometric height has not been validated since last determined
 AA5249 ** by differential leveling and should not be used for control purposes.
 AA5249 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA5249 ** area with valid NAVD 88 orthometric heights.
 AA5249 ** The geoid height was determined by a new realization of GEOID03 for the
 AA5249 ** epoch indicated which incorporates improved geoid heights for the
 AA5249 ** Southern Louisiana Subsidence area.
 AA5249 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA5249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5249.The vertical order pertains to the NGVD 29 superseded value.
 AA5249
 AA5249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5249
 AA5249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5249
 AA5249.The ellipsoidal height was determined by GPS observations
 AA5249.and is referenced to NAD 83.
 AA5249
 AA5249.The geoid height was determined by GEOID03.
 AA5249
 AA5249;                    North         East     Units Scale Factor Converg.
 AA5249;SPC LA S     -   166,024.489 1,104,414.353   MT  0.99992575   +0 32 28.0
 AA5249;SPC LA S     -   544,698.68  3,623,399.42   sFT  0.99992575   +0 32 28.0
 AA5249;UTM  15      - 3,321,232.248   765,189.974   MT  1.00046775   +1 22 29.8
 AA5249
 AA5249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5249!SPC LA S     -   1.00000429  x   0.99992575  =   0.99993004
 AA5249!UTM  15      -   1.00000429  x   1.00046775  =   1.00047204
 AA5249
 AA5249:                Primary Azimuth Mark                     Grid Az
 AA5249:SPC LA S     -  MONUMENT 2                               254 44 39.2
 AA5249:UTM  15      -  MONUMENT 2                               253 54 37.4
 AA5249
 AA5249|---------------------------------------------------------------------|
 AA5249| PID    Reference Object                     Distance      Geod. Az  |
 AA5249|                                                           dddmmss.s |
 AA5249| AA5250 MONUMENT 2                          APPROX. 1.4 KM 2551707.2 |
 AA5249|---------------------------------------------------------------------|
 AA5249
 AA5249                          SUPERSEDED SURVEY CONTROL
 AA5249
 AA5249  NGVD 29 (04/30/95)   -0.98   (m)           -3.2    (f) LEVELING    3  
 AA5249
 AA5249.Superseded values are not recommended for survey control.
 AA5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5249.See file dsdata.txt to determine how the superseded data were derived.
 AA5249
 AA5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6519021232(NAD 83)
 AA5249_MARKER: I = METAL ROD
 AA5249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5249_MARK LOGO: NONE  
 AA5249_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5249+STABILITY: POSITION/ELEVATION WELL
 AA5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5249+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5249
 AA5249  HISTORY     - Date     Condition        Report By
 AA5249  HISTORY     - 1993     MONUMENTED       BFM
 AA5249
 AA5249                          STATION DESCRIPTION
 AA5249
 AA5249'DESCRIBED BY BFM CORPORATION 1993 (JP)
 AA5249'THE MARK IS LOCATED ON THE NEW ORLEANS INTERNATIONAL AIRPORT ABOUT
 AA5249'0.483 KM (0.30 MI)  NORTH OF THE OLD CONTROL TOWER. TO REACH THE
 AA5249'STATION FROM THE WEST SIDE OF THE CONTROL TOWER, 90 NORTHERLY FOR
 AA5249'0.161 KM (0.10 MI)  TO A EAST WEST RUNWAY. TURN RIGHT AND GONORTHEAST
 AA5249'ON THE RUNWAY FOR 0.321 KM (0.20 MI)  .  THE MARK IS TO THE RIGHT IN A
 AA5249'GRASSY AREA 88.157 M (289.228 FT)  FROM THE EDGE OF NORTHEAST RUNWAY,
 AA5249'128.946 M (423.050 FT)  WESTERLY FROM NORTH SOUTH TAXIWAY AND 211.952
 AA5249'M (695.379 FT)  SOUTH WESTERLY FROM A RED - WHITE AND BLACK SIGN.  A
 AA5249'STAINLESS STEEL ROD SET IN THE DEPTH OF 23.165 M (76.001 FT) ENCASED
 AA5249'IN A 15.24 CM (6 INCHES) PVC PIPE WITH CAP ABOUT FLUSH WITH THE
 AA5249'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5251 ***********************************************************************
 AA5251  DESIGNATION -  MONUMENT 6
 AA5251  PID         -  AA5251
 AA5251  STATE/COUNTY-  LA/JEFFERSON
 AA5251  USGS QUAD   -  LULING (1992)
 AA5251
 AA5251                         *CURRENT SURVEY CONTROL
 AA5251  ___________________________________________________________________
 AA5251* NAD 83(1992)-  29 59 53.80759(N)    090 15 27.44588(W)     ADJUSTED  
 AA5251* NAVD 88     -        -2.09   (+/-2cm)      -6.9  **(feet)  VERTCON   
 AA5251  **This station is located in a subsidence area (see below).
 AA5251  ___________________________________________________________________
 AA5251  X           -     -24,857.402 (meters)                     COMP
 AA5251  Y           -  -5,528,271.531 (meters)                     COMP
 AA5251  Z           -   3,170,194.422 (meters)                     COMP
 AA5251  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AA5251  ELLIP HEIGHT-         -28.36  (meters)          (04/30/95) GPS OBS
 AA5251  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AA5251
 AA5251  HORZ ORDER  -  SECOND
 AA5251  VERT ORDER  -  THIRD ? (See Below)
 AA5251  ELLP ORDER  -  THIRD     CLASS I
 AA5251
 AA5251.This mark is at New Orleans Intl Moisant Fld Airport (MSY)
 AA5251
 AA5251.The horizontal coordinates were established by GPS observations
 AA5251.and adjusted by the National Geodetic Survey in April 1995..
 AA5251
 AA5251 ** The orthometric height has not been validated since last determined
 AA5251 ** by differential leveling and should not be used for control purposes.
 AA5251 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA5251 ** area with valid NAVD 88 orthometric heights.
 AA5251 ** The geoid height was determined by a new realization of GEOID03 for the
 AA5251 ** epoch indicated which incorporates improved geoid heights for the
 AA5251 ** Southern Louisiana Subsidence area.
 AA5251 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA5251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5251.The vertical order pertains to the NGVD 29 superseded value.
 AA5251
 AA5251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5251
 AA5251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5251
 AA5251.The ellipsoidal height was determined by GPS observations
 AA5251.and is referenced to NAD 83.
 AA5251
 AA5251.The geoid height was determined by GEOID03.
 AA5251
 AA5251;                    North         East     Units Scale Factor Converg.
 AA5251;SPC LA S     -   166,562.890 1,103,783.765   MT  0.99992575   +0 32 16.3
 AA5251;SPC LA S     -   546,465.08  3,621,330.57   sFT  0.99992575   +0 32 16.3
 AA5251;UTM  15      - 3,321,761.700   764,551.272   MT  1.00046357   +1 22 18.9
 AA5251
 AA5251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5251!SPC LA S     -   1.00000445  x   0.99992575  =   0.99993020
 AA5251!UTM  15      -   1.00000445  x   1.00046357  =   1.00046803
 AA5251
 AA5251:                Primary Azimuth Mark                     Grid Az
 AA5251:SPC LA S     -  MONUMENT 2                               218 09 10.4
 AA5251:UTM  15      -  MONUMENT 2                               217 19 07.8
 AA5251
 AA5251|---------------------------------------------------------------------|
 AA5251| PID    Reference Object                     Distance      Geod. Az  |
 AA5251|                                                           dddmmss.s |
 AA5251| AA5250 MONUMENT 2                          APPROX. 1.1 KM 2184126.7 |
 AA5251|---------------------------------------------------------------------|
 AA5251
 AA5251                          SUPERSEDED SURVEY CONTROL
 AA5251
 AA5251  NGVD 29 (04/30/95)   -2.02   (m)           -6.6    (f) LEVELING    3  
 AA5251
 AA5251.Superseded values are not recommended for survey control.
 AA5251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5251.See file dsdata.txt to determine how the superseded data were derived.
 AA5251
 AA5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6455121762(NAD 83)
 AA5251_MARKER: I = METAL ROD
 AA5251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5251_MARK LOGO: NONE  
 AA5251_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5251+STABILITY: POSITION/ELEVATION WELL
 AA5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5251+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5251
 AA5251  HISTORY     - Date     Condition        Report By
 AA5251  HISTORY     - 1993     MONUMENTED       BFM
 AA5251
 AA5251                          STATION DESCRIPTION
 AA5251
 AA5251'DESCRIBED BY BFM CORPORATION 1993 (JP)
 AA5251'TO REACH THE MARK FROM THE INTERSECTION OF WILLIAMS BOULEVARD AND
 AA5251'VETERANS HIGHWAY GO 2.494 KM (1.55 MI) WESTERLY ALONG VETERANS HIGHWAY
 AA5251'TO ABERDEEN STREET TURN LEFT AND GO 0.805 KM (0.50 MI) TO GATE 320 V
 AA5251'OF THE NEW ORLEANS INTERNATIONAL AIRPORT PROPERTY. TURN LEFT AND GO
 AA5251'INSIDE THE AIRPORT PROPERTY 0.805 KM (0.50 MI) TO THE MARK. 70.195 M
 AA5251'(230.298 FT) NORTHWEST OF WEATHER STATION TOWER. 5.639 M (18.501 FT)
 AA5251'SOUTH OF AIRPORT PROPERTY FENCE.  2.896 M (9.501 FT) WEST OF A DITCH,
 AA5251'14.996 M (49.199 FT) NORTHEAST OF THE EAST END OF A 76.20 CM (30
 AA5251'INCES) IRON CULVERT. A STAINLESS STEEL ROD SET TO THE DEPTH OF 31.699
 AA5251'M (103.999 FT)  ENCASED IN A 15.24 CM (6 INCHES) PVC PIPE WITH CAP
 AA5251'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4249 ***********************************************************************
 BJ4249  DESIGNATION -  MONUMENT ZONE 1 1931
 BJ4249  PID         -  BJ4249
 BJ4249  STATE/COUNTY-  LA/ORLEANS
 BJ4249  USGS QUAD   -  SPANISH FORT (1992)
 BJ4249
 BJ4249                         *CURRENT SURVEY CONTROL
 BJ4249  ___________________________________________________________________
 BJ4249* NAD 83(1992)-  30 01 39.32485(N)    090 06 21.43534(W)     ADJUSTED  
 BJ4249* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ4249  **This station is located in a subsidence area (see below).
 BJ4249  ___________________________________________________________________
 BJ4249  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4249  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ4249
 BJ4249  HORZ ORDER  -  THIRD
 BJ4249
 BJ4249.The horizontal coordinates were established by classical geodetic methods
 BJ4249.and adjusted by the National Geodetic Survey in January 1993..
 BJ4249
 BJ4249 ** The orthometric height has not been validated since last determined
 BJ4249 ** by differential leveling and should not be used for control purposes.
 BJ4249 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4249 ** area with valid NAVD 88 orthometric heights.
 BJ4249 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4249 ** epoch indicated which incorporates improved geoid heights for the
 BJ4249 ** Southern Louisiana Subsidence area.
 BJ4249 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4249.The orthometric height was scaled from a topographic map.
 BJ4249
 BJ4249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4249
 BJ4249.The geoid height was determined by GEOID03.
 BJ4249
 BJ4249;                    North         East     Units Scale Factor Converg.
 BJ4249;SPC LA S     -   169,958.645 1,118,381.427   MT  0.99992585   +0 36 49.3
 BJ4249;SPC LA S     -   557,605.99  3,669,223.07   sFT  0.99992585   +0 36 49.3
 BJ4249;UTM  15      - 3,325,371.876   779,106.441   MT  1.00056122   +1 26 57.0
 BJ4249
 BJ4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4249!SPC LA S     -   1.00000382  x   0.99992585  =   0.99992967
 BJ4249!UTM  15      -   1.00000382  x   1.00056122  =   1.00056504
 BJ4249
 BJ4249                          SUPERSEDED SURVEY CONTROL
 BJ4249
 BJ4249  NAD 83(1986)-  30 01 39.34195(N)    090 06 21.42849(W) AD(       ) 3
 BJ4249  NAD 27      -  30 01 38.61800(N)    090 06 21.13400(W) AD(       ) 3
 BJ4249
 BJ4249.Superseded values are not recommended for survey control.
 BJ4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4249.See file dsdata.txt to determine how the superseded data were derived.
 BJ4249
 BJ4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7910625372(NAD 83)
 BJ4249_MARKER: X = CHISELED CROSS
 BJ4249_SETTING: 0 = UNSPECIFIED SETTING
 BJ4249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4249
 BJ4249  HISTORY     - Date     Condition        Report By
 BJ4249  HISTORY     - 1931     MONUMENTED       CGS
 BJ4249  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BJ4249  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 BJ4249
 BJ4249                          STATION DESCRIPTION
 BJ4249
 BJ4249'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4249'THE STATION WAS VISITED, AND A PROJECTING MONUMENT WAS NOT
 BJ4249'FOUND.  A 4.5- BY 2.5-FT. CONCRETE BASE LEVEL WITH THE TOP
 BJ4249'OF THE SEAWALL WAS FOUND.  A CHISELED CROSS WAS FOUND IN THE
 BJ4249'CENTER OF THE CONCRETE BASE.
 BJ4249'
 BJ4249'LOCATED IN THE N SECTION OF NEW ORLEANS, ON THE S SHORE OF
 BJ4249'LAKE PONCHARTRAIN, 82 FT. N OF THE CENTERLINE OF LAKE SHORE
 BJ4249'DRIVE, AND 72.5 FT. NW OF LIGHT POST NO. 32.  IT IS 105 FT.
 BJ4249'E OF TRIANGULATION STATION BUICK.
 BJ4249'
 BJ4249'THIS IS A TRAVERSE STATION.
 BJ4249
 BJ4249                          STATION RECOVERY (1995)
 BJ4249
 BJ4249'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4244 ***********************************************************************
 BJ4244  DESIGNATION -  MONUMENT ZONE 2 1931
 BJ4244  PID         -  BJ4244
 BJ4244  STATE/COUNTY-  LA/ORLEANS
 BJ4244  USGS QUAD   -  SPANISH FORT (1992)
 BJ4244
 BJ4244                         *CURRENT SURVEY CONTROL
 BJ4244  ___________________________________________________________________
 BJ4244* NAD 83(1992)-  30 01 46.58683(N)    090 05 23.66510(W)     ADJUSTED  
 BJ4244* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ4244  **This station is located in a subsidence area (see below).
 BJ4244  ___________________________________________________________________
 BJ4244  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ4244  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4244
 BJ4244  HORZ ORDER  -  THIRD
 BJ4244
 BJ4244.The horizontal coordinates were established by classical geodetic methods
 BJ4244.and adjusted by the National Geodetic Survey in January 1993..
 BJ4244
 BJ4244 ** The orthometric height has not been validated since last determined
 BJ4244 ** by differential leveling and should not be used for control purposes.
 BJ4244 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4244 ** area with valid NAVD 88 orthometric heights.
 BJ4244 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4244 ** epoch indicated which incorporates improved geoid heights for the
 BJ4244 ** Southern Louisiana Subsidence area.
 BJ4244 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4244.The orthometric height was scaled from a topographic map.
 BJ4244
 BJ4244.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4244
 BJ4244.The geoid height was determined by GEOID03.
 BJ4244
 BJ4244;                    North         East     Units Scale Factor Converg.
 BJ4244;SPC LA S     -   170,198.917 1,119,926.710   MT  0.99992587   +0 37 18.2
 BJ4244;SPC LA S     -   558,394.28  3,674,292.88   sFT  0.99992587   +0 37 18.2
 BJ4244;UTM  15      - 3,325,634.823   780,649.045   MT  1.00057188   +1 27 26.3
 BJ4244
 BJ4244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4244!SPC LA S     -   1.00000382  x   0.99992587  =   0.99992969
 BJ4244!UTM  15      -   1.00000382  x   1.00057188  =   1.00057570
 BJ4244
 BJ4244                          SUPERSEDED SURVEY CONTROL
 BJ4244
 BJ4244  NAD 83(1986)-  30 01 46.60229(N)    090 05 23.66180(W) AD(       ) 3
 BJ4244  NAD 27      -  30 01 45.87546(N)    090 05 23.40384(W) AD(       ) 3
 BJ4244
 BJ4244.Superseded values are not recommended for survey control.
 BJ4244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4244.See file dsdata.txt to determine how the superseded data were derived.
 BJ4244
 BJ4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8064925635(NAD 83)
 BJ4244_MARKER: Z = SEE DESCRIPTION
 BJ4244_SETTING: 0 = UNSPECIFIED SETTING
 BJ4244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4244
 BJ4244  HISTORY     - Date     Condition        Report By
 BJ4244  HISTORY     - 1931     MONUMENTED       CGS
 BJ4244  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BJ4244  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 BJ4244
 BJ4244                          STATION DESCRIPTION
 BJ4244
 BJ4244'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4244'THE STATION WAS VISITED, AND A PROJECTING MONUMENT WAS NOT
 BJ4244'FOUND.  A 4.5- BY 2.5-FT. CONCRETE BASE LEVEL WITH THE TOP
 BJ4244'OF THE SEAWALL WAS FOUND.
 BJ4244'
 BJ4244'LOCATED IN THE N SECTION OF NEW ORLEANS, ON THE S SHORE OF
 BJ4244'LAKE PONCHARTRAIN, AND BETWEEN TRIANGULATION STATION ESSEX
 BJ4244'AND DODGE.  IT IS 105 FT. E OF THE CENTERLINE OF LAKE SHORE
 BJ4244'DRIVE, AND 98.5 FT. NE OF LIGHT POLE NO. 73.  IT IS 723 FT.
 BJ4244'E-SE OF TRIANGULATION STATION DODGE.
 BJ4244'
 BJ4244'THIS IS A TRAVERSE STATION.
 BJ4244
 BJ4244                          STATION RECOVERY (1995)
 BJ4244
 BJ4244'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4250 ***********************************************************************
 BJ4250  DESIGNATION -  MONUMENT ZONE 4 1931
 BJ4250  PID         -  BJ4250
 BJ4250  STATE/COUNTY-  LA/ORLEANS
 BJ4250  USGS QUAD   -  SPANISH FORT (1992)
 BJ4250
 BJ4250                         *CURRENT SURVEY CONTROL
 BJ4250  ___________________________________________________________________
 BJ4250* NAD 83(1992)-  30 01 58.05017(N)    090 03 36.82032(W)     ADJUSTED  
 BJ4250* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ4250  **This station is located in a subsidence area (see below).
 BJ4250  ___________________________________________________________________
 BJ4250  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4250  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4250
 BJ4250  HORZ ORDER  -  THIRD
 BJ4250
 BJ4250.The horizontal coordinates were established by classical geodetic methods
 BJ4250.and adjusted by the National Geodetic Survey in May 1994..
 BJ4250
 BJ4250 ** The orthometric height has not been validated since last determined
 BJ4250 ** by differential leveling and should not be used for control purposes.
 BJ4250 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4250 ** area with valid NAVD 88 orthometric heights.
 BJ4250 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4250 ** epoch indicated which incorporates improved geoid heights for the
 BJ4250 ** Southern Louisiana Subsidence area.
 BJ4250 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4250.The orthometric height was scaled from a topographic map.
 BJ4250
 BJ4250.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4250
 BJ4250.The geoid height was determined by GEOID03.
 BJ4250
 BJ4250;                    North         East     Units Scale Factor Converg.
 BJ4250;SPC LA S     -   170,583.286 1,122,785.180   MT  0.99992590   +0 38 11.6
 BJ4250;SPC LA S     -   559,655.33  3,683,671.04   sFT  0.99992590   +0 38 11.6
 BJ4250;UTM  15      - 3,326,061.121   783,503.476   MT  1.00059175   +1 28 20.4
 BJ4250;UTM  16      - 3,326,365.964   204,874.665   MT  1.00067474   -1 31 57.9
 BJ4250
 BJ4250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4250!SPC LA S     -   1.00000382  x   0.99992590  =   0.99992972
 BJ4250!UTM  15      -   1.00000382  x   1.00059175  =   1.00059557
 BJ4250!UTM  16      -   1.00000382  x   1.00067474  =   1.00067856
 BJ4250
 BJ4250                          SUPERSEDED SURVEY CONTROL
 BJ4250
 BJ4250  NAD 83(1992)-  30 01 58.05015(N)    090 03 36.82040(W) AD(       ) 3
 BJ4250  NAD 83(1986)-  30 01 58.06502(N)    090 03 36.81986(W) AD(       ) 3
 BJ4250  NAD 27      -  30 01 57.33836(N)    090 03 36.56428(W) AD(       ) 3
 BJ4250
 BJ4250.Superseded values are not recommended for survey control.
 BJ4250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4250.See file dsdata.txt to determine how the superseded data were derived.
 BJ4250
 BJ4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8350326061(NAD 83)
 BJ4250_MARKER: Z = SEE DESCRIPTION
 BJ4250_SETTING: 0 = UNSPECIFIED SETTING
 BJ4250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4250
 BJ4250  HISTORY     - Date     Condition        Report By
 BJ4250  HISTORY     - 1931     MONUMENTED       CGS
 BJ4250  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BJ4250  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 BJ4250
 BJ4250                          STATION DESCRIPTION
 BJ4250
 BJ4250'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4250'NO PREVIOUS DESCRIPTION AVAILABLE.  THE STATION WAS VISITED,
 BJ4250'AND A PROJECTING MONUMENT WAS NOT FOUND.  A 4.5- BY 2.5-FT.
 BJ4250'CONCRETE BASE LEVEL WITH THE TOP OF THE SEAWALL WAS FOUND.
 BJ4250'
 BJ4250'LOCATED IN THE N SECTION OF NEW ORLEANS, ON THE S SHORE OF
 BJ4250'LAKE PONCHARTRAIN, AT THE E EDGE OF THE PONCHARTRAIN AMUSEMENT
 BJ4250'PARK, ABOUT 100 YD. S OF THE N END OF THE BEACH, 150 FT. E
 BJ4250'OF THE MORE E ONE OF TWO STACKS OF LIGHTS TO LIGHT THE BEACH,
 BJ4250'18 FT. E OF THE BUILT-UP SEAWALL, AND 60 FT. N OF THE CENTERLINE
 BJ4250'OF LAKE SHORE DRIVE.
 BJ4250'
 BJ4250'THIS IS A TRAVERSE STATION.
 BJ4250
 BJ4250                          STATION RECOVERY (1995)
 BJ4250
 BJ4250'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2681 ***********************************************************************
 BH2681  DESIGNATION -  MOON 1909
 BH2681  PID         -  BH2681
 BH2681  STATE/COUNTY-  LA/ST BERNARD
 BH2681  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2681
 BH2681                         *CURRENT SURVEY CONTROL
 BH2681  ___________________________________________________________________
 BH2681* NAD 83(1992)-  30 08 26.73079(N)    089 26 00.84655(W)     ADJUSTED  
 BH2681* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2681  ___________________________________________________________________
 BH2681  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BH2681  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH2681
 BH2681  HORZ ORDER  -  SECOND
 BH2681
 BH2681.The horizontal coordinates were established by classical geodetic methods
 BH2681.and adjusted by the National Geodetic Survey in May 1994..
 BH2681
 BH2681.The orthometric height was scaled from a topographic map.
 BH2681
 BH2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2681
 BH2681.The geoid height was determined by GEOID03.
 BH2681
 BH2681;                    North         East     Units Scale Factor Converg.
 BH2681;SPC LA S     -   183,386.049 1,183,020.575   MT  0.99992871   +0 56 59.7
 BH2681;SPC LA S     -   601,659.06  3,881,293.34   sFT  0.99992871   +0 56 59.7
 BH2681;SPC MS E     -    71,176.273   242,169.812   MT  0.99999124   -0 18 05.0
 BH2681;SPC MS E     -   233,517.49    794,518.79   sFT  0.99999124   -0 18 05.0
 BH2681;UTM  16      - 3,336,883.366   265,584.698   MT  1.00027799   -1 13 21.1
 BH2681
 BH2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2681!SPC LA S     -   1.00000420  x   0.99992871  =   0.99993291
 BH2681!SPC MS E     -   1.00000420  x   0.99999124  =   0.99999544
 BH2681!UTM  16      -   1.00000420  x   1.00027799  =   1.00028219
 BH2681
 BH2681                          SUPERSEDED SURVEY CONTROL
 BH2681
 BH2681  NAD 83(1992)-  30 08 26.74260(N)    089 26 00.84015(W) AD(       ) 2
 BH2681  NAD 83(1986)-  30 08 26.74325(N)    089 26 00.84082(W) AD(       ) 2
 BH2681  NAD 27      -  30 08 26.02564(N)    089 26 00.66617(W) AD(       ) 2
 BH2681
 BH2681.Superseded values are not recommended for survey control.
 BH2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2681.See file dsdata.txt to determine how the superseded data were derived.
 BH2681
 BH2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6558536883(NAD 83)
 BH2681_MARKER: N = NAIL
 BH2681_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2681
 BH2681  HISTORY     - Date     Condition        Report By
 BH2681  HISTORY     - 1909     MONUMENTED       CGS
 BH2681  HISTORY     - 1917     GOOD             CGS
 BH2681  HISTORY     - 1918     GOOD             CGS
 BH2681  HISTORY     - 1934     SEE DESCRIPTION  CGS
 BH2681  HISTORY     - 1946     GOOD             CGS
 BH2681  HISTORY     - 1952     GOOD             CGS
 BH2681  HISTORY     - 1966     GOOD             CGS
 BH2681
 BH2681                          STATION DESCRIPTION
 BH2681
 BH2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (EM)
 BH2681'AT THE HEAD OF THE BIGHT IN THE NW SHORE OF GRAND ISLAND. IT IS
 BH2681'ALMOST ON THE LINE FROM TRIANGULATION STATION START, AND A POINT ON
 BH2681'THE N SHORE OF AN ESTUARY FORMED BY SEVERAL BAYOUS AT THE HEAD OF
 BH2681'THE BIGHT, AND IS 15 METERS FROM THE SHORE LINE. THE STATION WAS
 BH2681'MARKED BY TWO FORTYPENNY NAILS CEMENTED HEADS UP INTO THE
 BH2681'CONCRETE CAP OVER THE PILING, AND IS A LOUISIANA AND MISSISSIPPI
 BH2681'BOUNDARY RANGE MARK.
 BH2681
 BH2681                          STATION RECOVERY (1917)
 BH2681
 BH2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2681'RECOVERED IN GOOD CONDITION. A SIGNAL WITH ITS LEGS SET IN CONCRETE
 BH2681'IS STANDING OVER THE STATION.
 BH2681
 BH2681                          STATION RECOVERY (1918)
 BH2681
 BH2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (FBS)
 BH2681'RECOVERED AS DESCRIBED IN 1917.
 BH2681
 BH2681                          STATION RECOVERY (1934)
 BH2681
 BH2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2681'ON GRAND ISLAND ON THE WESTERN SIDE OF THE LARGE BIGHT OR ESTUARY ON
 BH2681'NW SIDE OF ISLAND ABOUT 0.3 MILE SE OF THE NW POINT, ABOUT 0.15 MILE
 BH2681'NW OF THE MOUTH OF A SMALL BAYOU THAT ENTERS THE BIGHT FROM THE W
 BH2681'NEAR THE POINT WHERE THE SHORE LINE OF THE BIGHT TURNS AND BEARS
 BH2681'IN AN EASTERLY DIRECTION, FIVE METERS FROM THE SHORE LINE. 37.437
 BH2681'METERS SE OF TRIANGULATION STATION ARK (1934).
 BH2681'
 BH2681'STATION IS MARKED BY RUSTED NAILS (REMAINS OF) IN A LARGE CONCRETE
 BH2681'BLOCK EQUIDISTANT FROM THREE CONCRETE BLOCKS ABOUT 2 FEET SQUARE
 BH2681'AND 2 FEET HIGH FORMING A PART OF THE LARGE BLOCK. IRON ANCHOR
 BH2681'STRIPS, WHICH FORMERLY WERE BOLTED TO TRIPOD LEGS ARE EMBEDDED IN
 BH2681'EACH OF THE THREE BLOCKS.
 BH2681
 BH2681                          STATION RECOVERY (1946)
 BH2681
 BH2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2681'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS
 BH2681'ADEQUATE EXCEPT THAT GRAND ISLAND IS LOCALLY KNOWN AS HALF MOON
 BH2681'ISLAND.
 BH2681
 BH2681                          STATION RECOVERY (1952)
 BH2681
 BH2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2681'STATION WAS RECOVERED IN GOOD CONDITION. THE 1934 DESCRIPTION IS
 BH2681'ADEQUATE EXCEPT FOR THE FOLLOWING--
 BH2681'
 BH2681'THE STATION IS NOW ON THE APPARENT SHORELINE OF THE BIGHT AND NOT
 BH2681'5 METERS FROM THE SHORELINE.
 BH2681
 BH2681                          STATION RECOVERY (1966)
 BH2681
 BH2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2681'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3302 ***********************************************************************
 CQ3302  DESIGNATION -  MOOR
 CQ3302  PID         -  CQ3302
 CQ3302  STATE/COUNTY-  LA/CADDO
 CQ3302  USGS QUAD   -  MOORINGSPORT (1982)
 CQ3302
 CQ3302                         *CURRENT SURVEY CONTROL
 CQ3302  ___________________________________________________________________
 CQ3302* NAD 83(1992)-  32 38 18.64914(N)    093 58 55.52227(W)     ADJUSTED  
 CQ3302* NAVD 88     -       101.66   (+/-2cm)     333.5    (feet)  VERTCON   
 CQ3302  ___________________________________________________________________
 CQ3302  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CQ3302  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ3302
 CQ3302  HORZ ORDER  -  FIRST
 CQ3302  VERT ORDER  -  THIRD ? (See Below)
 CQ3302
 CQ3302.The horizontal coordinates were established by classical geodetic methods
 CQ3302.and adjusted by the National Geodetic Survey in February 1996..
 CQ3302
 CQ3302.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3302.The vertical order pertains to the NGVD 29 superseded value.
 CQ3302
 CQ3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3302
 CQ3302.The geoid height was determined by GEOID03.
 CQ3302
 CQ3302;                    North         East     Units Scale Factor Converg.
 CQ3302;SPC LA N     -   238,065.741   860,937.136   MT  0.99999370   -0 47 00.9
 CQ3302;SPC LA N     -   781,054.02  2,824,591.25   sFT  0.99999370   -0 47 00.9
 CQ3302;SPC TXNC     - 2,116,881.617 1,023,752.863   MT  0.99989845   +2 27 50.6
 CQ3302;SPC TXNC     - 6,945,135.77  3,358,762.52   sFT  0.99989845   +2 27 50.6
 CQ3302;UTM  15      - 3,611,639.510   407,883.104   MT  0.99970463   -0 31 47.0
 CQ3302
 CQ3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3302!SPC LA N     -   0.99998815  x   0.99999370  =   0.99998185
 CQ3302!SPC TXNC     -   0.99998815  x   0.99989845  =   0.99988660
 CQ3302!UTM  15      -   0.99998815  x   0.99970463  =   0.99969278
 CQ3302
 CQ3302|---------------------------------------------------------------------|
 CQ3302| PID    Reference Object                     Distance      Geod. Az  |
 CQ3302|                                                           dddmmss.s |
 CQ3302| CX6771 MOOR RM 1                            31.334 METERS 10053     |
 CQ3302| CX6772 MOOR RM 2                           450.000 METERS 1774516.8 |
 CQ3302| CQ3301 MOOR RM 3                            19.008 METERS 20125     |
 CQ3302|---------------------------------------------------------------------|
 CQ3302
 CQ3302                          SUPERSEDED SURVEY CONTROL
 CQ3302
 CQ3302  NAD 83(1992)-  32 38 18.65401(N)    093 58 55.51870(W) AD(       ) 1
 CQ3302  NAD 83(1986)-  32 38 18.65960(N)    093 58 55.51215(W) AD(       ) 1
 CQ3302  NAD 27      -  32 38 18.12800(N)    093 58 54.86000(W) AD(       ) 1
 CQ3302  NGVD 29 (07/19/86)  101.72   (m)          333.7    (f) LEVELING    3  
 CQ3302
 CQ3302.Superseded values are not recommended for survey control.
 CQ3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3302.See file dsdata.txt to determine how the superseded data were derived.
 CQ3302
 CQ3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0788311640(NAD 83)
 CQ3302_MARKER: DS = TRIANGULATION STATION DISK
 CQ3302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3302
 CQ3302  HISTORY     - Date     Condition        Report By
 CQ3302  HISTORY     - 1930     MONUMENTED       CGS
 CQ3302  HISTORY     - 1935     GOOD             LAGS
 CQ3302  HISTORY     - 1958     GOOD             CGS
 CQ3302  HISTORY     - 19950205 GOOD             USPSQD
 CQ3302
 CQ3302                          STATION DESCRIPTION
 CQ3302
 CQ3302'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3302'STATION IS 3.8 MILES SSE OF MOORINGSPORT, ON GREENWOOD ROAD,
 CQ3302'ABOUT 130 METERS (427 FEET) NW OF ROAD INTERSECTION, WHERE
 CQ3302'A WAGON ROAD FORKS TO LEFT AND A GRADED ROAD LEADS W, ON
 CQ3302'STATE-OWNED LAND WHICH HAS BEEN CLEARED OF STANDING TIMBER, ON E
 CQ3302'SIDE OF SECTION 15, T. 19 N., R. 16 W., 42.7 METERS 140 FEET)
 CQ3302'W OF GREENWOOD ROAD, AND 118.8 METERS (390 FEET) N OF GRADED
 CQ3302'ROAD LEADING W.
 CQ3302'
 CQ3302'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3302'DISKS SET IN CONCRETE.
 CQ3302'
 CQ3302'REFERENCE MARK NO. 1 IS 11.4 METERS (37 FEET) W OF ROAD, AND
 CQ3302'31.33 METERS (102.8 FEET) FROM STATION S 79 DEG 08 MIN E.
 CQ3302'
 CQ3302'REFERENCE MARK NO. 2 IS 8 METERS (26 FEET) W OF ROAD, AND
 CQ3302'ABOUT 450 METERS (1,476 FEET) FROM STATION S 02 DEG 15 MIN E.
 CQ3302
 CQ3302                          STATION RECOVERY (1935)
 CQ3302
 CQ3302'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3302'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 CQ3302'
 CQ3302'REFERENCE MARK NO. 1 IS 37 FEET W OF ROAD, AND 102.8 FEET
 CQ3302'FROM THE STATION.  REFERENCE MARK NO. 2 IS 26 FEET W OF ROAD,
 CQ3302'AND ABOUT 1,495 FEET FROM THE STATION.
 CQ3302
 CQ3302                          STATION RECOVERY (1958)
 CQ3302
 CQ3302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3302'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 CQ3302'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW REFERENCE
 CQ3302'MARK NO. 3 WAS ESTABLISHED AND REFERENCE MARK NO. 2 WAS USED AS
 CQ3302'THE AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 CQ3302'
 CQ3302'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH-SOUTHEAST OF
 CQ3302'MOORINGSPORT, 149 FEET WEST OF THE CENTER OF STATE HIGHWAY
 CQ3302'NO. 169 AND 62.36 FEET NORTHEAST OF THE CENTER OF THE LONGWOOD
 CQ3302'L.S.F.S. L.O.T..  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE
 CQ3302'OF THE GROUND AND IS STAMPED MOOR 1930.
 CQ3302'
 CQ3302'REFERENCE MARK NO. 1 IS 37 FEET WEST OF THE CENTER OF STATE
 CQ3302'HIGHWAY NO. 169.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE
 CQ3302'OF THE GROUND AND IS STAMPED MOOR NO 1 1930.
 CQ3302'
 CQ3302'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 26 FEET WEST OF THE CENTER
 CQ3302'OF STATE HIGHWAY NO. 169.  THE MARK PROJECTS 8 INCHES ABOVE
 CQ3302'THE SURFACE OF THE GROUND AND IS STAMPED MOOR NO 2 1930.
 CQ3302'
 CQ3302'REFERENCE MARK NO. 3 IS SET UNDER THE CENTER OF THE LONGWOOD
 CQ3302'L.S.F.S. L.O.T..  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 CQ3302'OF THE GROUND AND IS STAMPED MOOR NO 3 1930.
 CQ3302'
 CQ3302'LONGWOOD L.S.F.S. L.O.T. IS A 4-LEGGED STEEL STRUCTURE WITH A
 CQ3302'GLASS ENCLOSED CAB ON TOP AND IS ABOUT 100 FEET IN HEIGHT.
 CQ3302'REFERENCE MARK NO. 3 WAS ESTABLISHED UNDER THE CENTER WAS THE
 CQ3302'POINT OBSERVED.
 CQ3302'
 CQ3302'TO REACH THE STATION FROM THE POST OFFICE IN MOORINGSPORT,
 CQ3302'GO SOUTH ON STATE HIGHWAY NO. 169 (GREENWOOD ROAD) FOR 4.1 MILES
 CQ3302'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CQ3302'
 CQ3302'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 CQ3302'STATE HIGHWAY NO. 169 FOR 0.25 MILE TO THE MARK ON THE RIGHT AS
 CQ3302'DESCRIBED.
 CQ3302'
 CQ3302'OBSERVATIONS WERE MADE FROM A 90-FOOT TOWER.
 CQ3302
 CQ3302                          STATION RECOVERY (1995)
 CQ3302
 CQ3302'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3301 ***********************************************************************
 CQ3301  DESIGNATION -  MOOR RM 3
 CQ3301  PID         -  CQ3301
 CQ3301  STATE/COUNTY-  LA/CADDO
 CQ3301  USGS QUAD   -  MOORINGSPORT (1982)
 CQ3301
 CQ3301                         *CURRENT SURVEY CONTROL
 CQ3301  ___________________________________________________________________
 CQ3301* NAD 83(1992)-  32 38 18.07470(N)    093 58 55.78855(W)     ADJUSTED  
 CQ3301* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 CQ3301  ___________________________________________________________________
 CQ3301  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CQ3301  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ3301
 CQ3301  HORZ ORDER  -  SECOND
 CQ3301
 CQ3301.The horizontal coordinates were established by classical geodetic methods
 CQ3301.and adjusted by the National Geodetic Survey in February 1996..
 CQ3301
 CQ3301.The orthometric height was scaled from a topographic map.
 CQ3301
 CQ3301.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3301
 CQ3301.The geoid height was determined by GEOID03.
 CQ3301
 CQ3301;                    North         East     Units Scale Factor Converg.
 CQ3301;SPC LA N     -   238,048.142   860,929.954   MT  0.99999367   -0 47 01.0
 CQ3301;SPC LA N     -   780,996.28  2,824,567.69   sFT  0.99999367   -0 47 01.0
 CQ3301;SPC TXNC     - 2,116,863.641 1,023,746.690   MT  0.99989847   +2 27 50.4
 CQ3301;SPC TXNC     - 6,945,076.80  3,358,742.27   sFT  0.99989847   +2 27 50.4
 CQ3301;UTM  15      - 3,611,621.885   407,876.002   MT  0.99970465   -0 31 47.1
 CQ3301
 CQ3301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3301!SPC LA N     -   0.99998810  x   0.99999367  =   0.99998177
 CQ3301!SPC TXNC     -   0.99998810  x   0.99989847  =   0.99988657
 CQ3301!UTM  15      -   0.99998810  x   0.99970465  =   0.99969276
 CQ3301
 CQ3301                          SUPERSEDED SURVEY CONTROL
 CQ3301
 CQ3301  NAD 83(1992)-  32 38 18.07957(N)    093 58 55.78499(W) AD(       ) 2
 CQ3301  NAD 83(1986)-  32 38 18.08516(N)    093 58 55.77843(W) AD(       ) 2
 CQ3301  NAD 27      -  32 38 17.55330(N)    093 58 55.12590(W) AD(       ) 2
 CQ3301
 CQ3301.Superseded values are not recommended for survey control.
 CQ3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3301.See file dsdata.txt to determine how the superseded data were derived.
 CQ3301
 CQ3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0787611622(NAD 83)
 CQ3301_MARKER: 57 = LOOKOUT TOWER
 CQ3301
 CQ3301  HISTORY     - Date     Condition        Report By
 CQ3301  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3301  HISTORY     - 19950205 GOOD             USPSQD
 CQ3301
 CQ3301                          STATION DESCRIPTION
 CQ3301
 CQ3301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CQ3301'SEE STATION MOOR.
 CQ3301
 CQ3301                          STATION RECOVERY (1995)
 CQ3301
 CQ3301'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4565 ***********************************************************************
 BJ4565  DESIGNATION -  MOORE
 BJ4565  PID         -  BJ4565
 BJ4565  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4565  USGS QUAD   -  ROSELAND (1981)
 BJ4565
 BJ4565                         *CURRENT SURVEY CONTROL
 BJ4565  ___________________________________________________________________
 BJ4565* NAD 83(1992)-  30 51 26.73383(N)    090 30 40.06826(W)     ADJUSTED  
 BJ4565* NAVD 88     -        51.38   (+/-2cm)     168.6    (feet)  VERTCON   
 BJ4565  ___________________________________________________________________
 BJ4565  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BJ4565  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4565
 BJ4565  HORZ ORDER  -  SECOND
 BJ4565  VERT ORDER  -  THIRD ? (See Below)
 BJ4565
 BJ4565.The horizontal coordinates were established by classical geodetic methods
 BJ4565.and adjusted by the National Geodetic Survey in May 1994..
 BJ4565
 BJ4565.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4565.The vertical order pertains to the NGVD 29 superseded value.
 BJ4565
 BJ4565.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4565
 BJ4565.The geoid height was determined by GEOID03.
 BJ4565
 BJ4565;                    North         East     Units Scale Factor Converg.
 BJ4565;SPC LA S     -   261,599.028 1,078,642.757   MT  1.00003727   +0 24 40.0
 BJ4565;SPC LA S     -   858,262.81  3,538,847.11   sFT  1.00003727   +0 24 40.0
 BJ4565;UTM  15      - 3,416,453.599   737,991.108   MT  1.00029874   +1 16 37.7
 BJ4565
 BJ4565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4565!SPC LA S     -   0.99999621  x   1.00003727  =   1.00003348
 BJ4565!UTM  15      -   0.99999621  x   1.00029874  =   1.00029494
 BJ4565
 BJ4565|---------------------------------------------------------------------|
 BJ4565| PID    Reference Object                     Distance      Geod. Az  |
 BJ4565|                                                           dddmmss.s |
 BJ4565| BJ4564 MOORE LDH 1970 RM 1                  23.065 METERS 03604     |
 BJ4565| CW2120 MOORE RM 2                           11.584 METERS 17807     |
 BJ4565| BJ1774 G 20                                               1785555.9 |
 BJ4565| BJ1775 V 179                                              3591914.3 |
 BJ4565|---------------------------------------------------------------------|
 BJ4565
 BJ4565                          SUPERSEDED SURVEY CONTROL
 BJ4565
 BJ4565  NAD 83(1992)-  30 51 26.73672(N)    090 30 40.06689(W) AD(       ) 2
 BJ4565  NAD 83(1986)-  30 51 26.74880(N)    090 30 40.06500(W) AD(       ) 2
 BJ4565  NAD 27      -  30 51 26.09324(N)    090 30 39.72340(W) AD(       ) 2
 BJ4565  NGVD 29 (07/19/86)   51.39   (m)          168.6    (f) LEVELING    3  
 BJ4565
 BJ4565.Superseded values are not recommended for survey control.
 BJ4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4565.See file dsdata.txt to determine how the superseded data were derived.
 BJ4565
 BJ4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3799116454(NAD 83)
 BJ4565_MARKER: DD = SURVEY DISK
 BJ4565_SETTING: 0 = UNSPECIFIED SETTING
 BJ4565
 BJ4565  HISTORY     - Date     Condition        Report By
 BJ4565  HISTORY     - 1970     MONUMENTED       LADH
 BJ4565
 BJ4565                          STATION DESCRIPTION
 BJ4565
 BJ4565'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4565'THE STATION IS LOCATED 1.25 MILES SOUTH OF TANGIPAHOA, AND 2.3 MILES
 BJ4565'NORTH OF FLUKER, IN THE SOUTHWEST 1/4 OF SECTION 41, T2S-R7E, AND ON
 BJ4565'PROPERTY OWNED BY THE ILLINOIS CENTRAL RAILROAD.  IT IS 74.6 FEET
 BJ4565'EAST OF THE CENTER OF U.S. HIGHWAY 51, 73.0 FEET NORTHEAST OF A POWER
 BJ4565'POLE, 72 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING TO
 BJ4565'THE GIFFORD HILL GRAVEL PIT, 62.6 FEET SOUTHEAST OF A POWER
 BJ4565'POLE, 15.9 FEET WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL
 BJ4565'RAILROAD, AND 2.10 FEET EAST OF A METAL WITNESS POST AND SIGN.  IT
 BJ4565'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BJ4565'SURVEY DISK, STAMPED MOORE 1970 PROJECTING 2 INCHES.
 BJ4565'
 BJ4565'REFERENCE MARK NO. 1 IS 75.69 FEET NORTHEAST OF THE STATION.  IT IS
 BJ4565'88.7 FEET EAST-NORTHEAST OF A POWER POLE, 76.80 FEET NORTHEAST OF
 BJ4565'WITNESS POST AT STATION, 30.3 FEET NORTHWEST OF A TELEGRAPH POLE,
 BJ4565'13 FEET SOUTH OF THE CENTER OF GRAVEL ROAD LEADING TO PIT, 10.7
 BJ4565'FEET EAST OF EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD.  IT IS A
 BJ4565'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BJ4565'DISK, STAMPED MOORE R.M. 1 1970, PROJECTING 2 INCHES.
 BJ4565'
 BJ4565'REFERENCE MARK NO. 2 IS 38.00 FEET SOUTH OF THE STATION.  IT IS 94.7
 BJ4565'FEET SOUTH-SOUTHEAST OF A POWER POLE, 75.0 FEET EAST OF THE CENTER
 BJ4565'OF U.S. HIGHWAY 51, 47.8 FEET EAST-NORTHEAST OF A POWER POLE, 38.0
 BJ4565'FEET SOUTH OF WITNESS POST AT THE STATION, AND 15.2 FEET WEST OF
 BJ4565'THE WEST RAIL ON THE ILLINOIS CENTRAL RAILROAD.  IT IS A LOUISIANA
 BJ4565'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED
 BJ4565'MOORE R.M. 2 1970, AND IS FLUSH WITH THE GROUND.
 BJ4565'
 BJ4565'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS SET IN A
 BJ4565'DRILL HOLE IN THE SOUTHWEST CORNER OF THE SOUTH END OF A RAILROAD
 BJ4565'BRIDGE, 150.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY 51, 101.0
 BJ4565'FEET SOUTH OF MILE POST NO. 835, AND 6.5 FEET WEST OF THE WEST RAIL
 BJ4565'OF THE ILLINOIS CENTRAL RAILROAD.  IT IS A COAST AND GEODETIC SURVEY
 BJ4565'BENCH MARK DISK, STAMPED G 20 1934.
 BJ4565'
 BJ4565'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG U.S.
 BJ4565'HIGHWAY 51 FOR 0.5 MILE TO MARK SET ON THE LEFT IN THE SOUTHWEST
 BJ4565'CORNER OF A RAILROAD BRIDGE.
 BJ4565'
 BJ4565'AZIMUTH MARK 2 IS 0.55 MILE NORTH OF THE STATION.  IT IS SET IN A
 BJ4565'DRILL HOLE IN THE NORTHWEST CORNER OF THE NORTH END OF A RAILROAD
 BJ4565'BRIDGE, 88.5 FEET SOUTH OF MILE POST NO. 834, 83.5 FEET EAST OF THE
 BJ4565'CENTER OF U.S. HIGHWAY 51, AND 6.9 FEET WEST OF THE WEST RAIL OF
 BJ4565'THE ILLINOIS CENTRAL RAILROAD.  IT IS A COAST AND GEODETIC SURVEY
 BJ4565'DISK STAMPED V 179 1959.
 BJ4565'
 BJ4565'TO REACH AZIMUTH MARK 2 FROM STATION, DRIVE NORTH ALONG U.S. HIGHWAY
 BJ4565'51 FOR 0.55 MILE TO MARK SET ON THE RIGHT IN THE NORTHWEST CORNER OF
 BJ4565'A RAILROAD BRIDGE.
 BJ4565'
 BJ4565'TO REACH THE STATION FROM THE POST OFFICE IN TANGIPAHOA, FOLLOW U.S.
 BJ4565'HIGHWAY 51 SOUTH FOR 1.15 MILES TO GRAVEL ROAD CROSSING THE ILLINOIS
 BJ4565'CENTRAL RAILROAD ON THE LEFT AND EAST, STATION IS SET 72.0 FEET
 BJ4565'SOUTH OF SAID CROSSING BETWEEN THE RAILROAD AND U.S. 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3031 ***********************************************************************
 BX3031  DESIGNATION -  MOORE
 BX3031  PID         -  BX3031
 BX3031  STATE/COUNTY-  LA/SABINE
 BX3031  USGS QUAD   -  LORING (1994)
 BX3031
 BX3031                         *CURRENT SURVEY CONTROL
 BX3031  ___________________________________________________________________
 BX3031* NAD 83(1992)-  31 37 05.08221(N)    093 35 35.94088(W)     ADJUSTED  
 BX3031* NAVD 88     -        98.745  (meters)     323.97   (feet)  ADJUSTED  
 BX3031  ___________________________________________________________________
 BX3031  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 BX3031  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX3031  DYNAMIC HT  -          98.625 (meters)     323.57  (feet)  COMP
 BX3031  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 BX3031
 BX3031  HORZ ORDER  -  SECOND
 BX3031  VERT ORDER  -  SECOND    CLASS I
 BX3031
 BX3031.The horizontal coordinates were established by classical geodetic methods
 BX3031.and adjusted by the National Geodetic Survey in January 1993..
 BX3031
 BX3031.The orthometric height was determined by differential leveling
 BX3031.and adjusted by the National Geodetic Survey in February 1994..
 BX3031
 BX3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3031
 BX3031.The geoid height was determined by GEOID03.
 BX3031
 BX3031.The dynamic height is computed by dividing the NAVD 88
 BX3031.geopotential number by the normal gravity value computed on the
 BX3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3031.degrees latitude (g = 980.6199 gals.).
 BX3031
 BX3031.The modeled gravity was interpolated from observed gravity values.
 BX3031
 BX3031;                    North         East     Units Scale Factor Converg.
 BX3031;SPC LA N     -   124,490.328   896,272.304   MT  0.99992833   -0 34 40.9
 BX3031;SPC LA N     -   408,432.02  2,940,520.05   sFT  0.99992833   -0 34 40.9
 BX3031;UTM  15      - 3,498,256.591   443,726.535   MT  0.99963906   -0 18 39.8
 BX3031
 BX3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3031!SPC LA N     -   0.99998865  x   0.99992833  =   0.99991698
 BX3031!UTM  15      -   0.99998865  x   0.99963906  =   0.99962772
 BX3031
 BX3031|---------------------------------------------------------------------|
 BX3031| PID    Reference Object                     Distance      Geod. Az  |
 BX3031|                                                           dddmmss.s |
 BX3031| BX3030 MOORE LDH 1971 A PT                   7.116 METERS 15902     |
 BX3031| BX3137 MOORE RM 1                           13.975 METERS 17418     |
 BX3031| BX3136 MOORE RM 2                           20.451 METERS 26447     |
 BX3031| BX3134 MOORE AZ MK                                        3004002.1 |
 BX3031|---------------------------------------------------------------------|
 BX3031
 BX3031                          SUPERSEDED SURVEY CONTROL
 BX3031
 BX3031  NAD 83(1986)-  31 37 05.09203(N)    093 35 35.93547(W) AD(       ) 2
 BX3031  NAD 27      -  31 37 04.46802(N)    093 35 35.29071(W) AD(       ) 2
 BX3031  NGVD 29 (07/19/86)   98.9    (m)          324.     (f) VERT ANG       
 BX3031
 BX3031.Superseded values are not recommended for survey control.
 BX3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3031.See file dsdata.txt to determine how the superseded data were derived.
 BX3031
 BX3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4372798257(NAD 83)
 BX3031_MARKER: DS = TRIANGULATION STATION DISK
 BX3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3031_SP_SET: CONCRETE POST
 BX3031_STAMPING: MOORE 1971
 BX3031_MARK LOGO: LADH  
 BX3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3031+STABILITY: SURFACE MOTION
 BX3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3031+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 BX3031
 BX3031  HISTORY     - Date     Condition        Report By
 BX3031  HISTORY     - 1971     MONUMENTED       LADH
 BX3031  HISTORY     - 1971     GOOD             LADH
 BX3031  HISTORY     - 19890516 GOOD             LADTD
 BX3031  HISTORY     - 20010331 GOOD             NGS
 BX3031
 BX3031                          STATION DESCRIPTION
 BX3031
 BX3031'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX3031'THE STATION IS LOCATED 3 MILES SOUTHEAST OF ZWOLLE, 7.5 MILES
 BX3031'NORTHWEST OF MANY AND 8.5 MILES SOUTHWEST OF BELMONT, IN THE
 BX3031'SOUTHEAST 1/4 OF SECTION 4, T7N, R12W, AND ON THE PROPERTY OWNED BY
 BX3031'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BX3031'
 BX3031'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 (NORTH)
 BX3031'AND STATE HIGHWAY 6 (WEST) IN MANY.  GO NORTHWEST ALONG U. S.
 BX3031'HIGHWAY 1712 FOR 7.1 MILES TO A GRAVEL ROAD ON THE LEFT LEADING TO
 BX3031'LORING LAKE.  THE STATION IS SET JUST NORTH OF THIS ROAD AND
 BX3031'SOUTHWEST OF U. S. HIGHWAY 171 NEAR A TELEGRAPH POLE.
 BX3031'
 BX3031'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHWEST ALONG
 BX3031'U. S. HIGHWAY 171 FOR APPROXIMATELY 0.6 MILE.  THE MARK IS SET ON
 BX3031'THE RIGHT AND NORTHEAST OF THE HIGHWAY NEAR A FENCE.
 BX3031'
 BX3031'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3031'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3031'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3031'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3031'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3031'STAMPED MOORE 1971.  THE MARK IS 64 FEET SOUTH-SOUTHWEST OF THE
 BX3031'CENTER OF U. S. HIGHWAY 171, 52 FEET WEST-NORTHWEST OF THE
 BX3031'CENTER OF A GRAVEL ROAD LEADING SOUTHWEST TO LORING LAKE, 42 FEET
 BX3031'NORTH-NORTHEAST OF A FENCE, 17 FEET WEST-NORTHWEST OF A TELEGRAPH
 BX3031'POLE, AND 2.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND
 BX3031'SIGN.
 BX3031'
 BX3031'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX3031'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3031'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3031'STAMPED MOORE R. M. 1 1971.  IT IS 103 FEET SOUTH-SOUTHWEST OF THE
 BX3031'CENTER OF U. S. HIGHWAY 171, 44 FEET WEST OF THE CENTER OF A
 BX3031'CATTLE GUARD ON THE LORING LAKE ROAD, 38 FEET SOUTH OF A TELEGRAPH
 BX3031'POLE, AND 2 FEET NORTH-NORTHEAST OF A FENCE.
 BX3031'
 BX3031'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3031'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3031'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3031'STAMPED MOORE R. M. 2 1971.  IT IS 103 FEET SOUTH-SOUTHWEST OF THE
 BX3031'CENTER OF U. S. HIGHWAY 171, 83 FEET WEST-SOUTHWEST OF A
 BX3031'TELEGRAPH POLE, 11 FEET NORTHWEST OF A 20 INCH PINE TREE, AND 3
 BX3031'FEET NORTH-NORTHEAST OF A FENCE.
 BX3031'
 BX3031'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX3031'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3031'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3031'STAMPED MOORE AZ. MK. 1971.  IT IS 54 FEET NORTH-NORTHEAST OF THE
 BX3031'CENTER OF U. S. HIGHWAY 171, 44 FEET SOUTH OF A 20 INCH PINE
 BX3031'TREE, 4 FEET SOUTH-SOUTHWEST OF A FENCE, AND 2.5 FEET
 BX3031'WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BX3031'
 BX3031'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX3031
 BX3031                          STATION RECOVERY (1971)
 BX3031
 BX3031'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1971
 BX3031'RECOVERED IN GOOD CONDITION.
 BX3031
 BX3031                          STATION RECOVERY (1989)
 BX3031
 BX3031'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX3031'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) NORTHWEST OF MANY AND
 BX3031'ABOUT 5.1 KM (3.2 MI) SOUTHEAST OF ZWOLLE.  OWNERSHIP--LOUISIANA
 BX3031'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3031'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGWHAY 171 AND STATE
 BX3031'HIGHWAY 475 IN ZWOLLE, GO SOUTHEAST FOR 5.1 KM (3.2 MI) ON HIGHWAY
 BX3031'171 TO THE STATION ON THE RIGHT JUST NORTH OF A GRAVEL ROAD.
 BX3031'THE STATION IS 17.1 M (56.1 FT) SOUTH FROM THE CENTER OF THE SOUTH
 BX3031'BOUND LANE OF THE HIGHWAY, 15.9 M (52.2 FT) SOUTHWEST FROM THE CENTER
 BX3031'OF THE GRAVEL ROAD, 6.9 M (22.6 FT) WEST FROM A TELEPHONE JUNCTION
 BX3031'BOX, 6.4 M (21.0 FT) SOUTH FROM 43V40 1987 AND 0.91 M (2.99 FT) SOUTH
 BX3031'FROM A WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT
 BX3031'0.61 M (2.00 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3031
 BX3031                          STATION RECOVERY (2001)
 BX3031
 BX3031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3031'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2973 ***********************************************************************
 CQ2973  DESIGNATION -  MOORE
 CQ2973  PID         -  CQ2973
 CQ2973  STATE/COUNTY-  LA/CLAIBORNE
 CQ2973  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ2973
 CQ2973                         *CURRENT SURVEY CONTROL
 CQ2973  ___________________________________________________________________
 CQ2973* NAD 83(1992)-  32 52 44.78114(N)    093 00 31.54979(W)     ADJUSTED  
 CQ2973* NAVD 88     -       108.6    (meters)     356.     (feet)  VERTCON   
 CQ2973  ___________________________________________________________________
 CQ2973  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CQ2973  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2973
 CQ2973  HORZ ORDER  -  FIRST
 CQ2973
 CQ2973.The horizontal coordinates were established by classical geodetic methods
 CQ2973.and adjusted by the National Geodetic Survey in September 1999..
 CQ2973
 CQ2973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2973
 CQ2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2973
 CQ2973.The geoid height was determined by GEOID03.
 CQ2973
 CQ2973;                    North         East     Units Scale Factor Converg.
 CQ2973;SPC LA N     -   263,908.906   952,387.188   MT  1.00005534   -0 16 08.3
 CQ2973;SPC LA N     -   865,841.14  3,124,623.63   sFT  1.00005534   -0 16 08.3
 CQ2973;UTM  15      - 3,637,884.773   499,180.205   MT  0.99960001   -0 00 17.1
 CQ2973
 CQ2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2973!SPC LA N     -   0.99998703  x   1.00005534  =   1.00004237
 CQ2973!UTM  15      -   0.99998703  x   0.99960001  =   0.99958705
 CQ2973
 CQ2973|---------------------------------------------------------------------|
 CQ2973| PID    Reference Object                     Distance      Geod. Az  |
 CQ2973|                                                           dddmmss.s |
 CQ2973| CX6775 MOORE RM 3                                         12150     |
 CQ2973| CX6773 MOORE RM 1                           25.402 METERS 19319     |
 CQ2973| CQ2978 HOMER MUNICIPAL NORTH TANK          APPROX.10.9 KM 2073109.5 |
 CQ2973| CQ2968 CLAIBORNE PARISH LOT 2 LADC           7.651 METERS 26523     |
 CQ2973| CQ2988 HAYNESVILLE S MUN TANK              APPROX.15.0 KM 3051523.6 |
 CQ2973| CX6774 MOORE RM 2                           24.806 METERS 32041     |
 CQ2973| CQ2970 GORDON                              APPROX.11.0 KM 3450108.2 |
 CQ2973|---------------------------------------------------------------------|
 CQ2973
 CQ2973                          SUPERSEDED SURVEY CONTROL
 CQ2973
 CQ2973  NAD 83(1992)-  32 52 44.78674(N)    093 00 31.54613(W) AD(       ) 1
 CQ2973  NAD 83(1986)-  32 52 44.79367(N)    093 00 31.53995(W) AD(       ) 1
 CQ2973  NAD 27      -  32 52 44.27058(N)    093 00 30.96246(W) AD(       ) 1
 CQ2973  NGVD 29 (07/19/86)  108.7    (m)          357.     (f) VERT ANG       
 CQ2973
 CQ2973.Superseded values are not recommended for survey control.
 CQ2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2973.See file dsdata.txt to determine how the superseded data were derived.
 CQ2973
 CQ2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9918037885(NAD 83)
 CQ2973_MARKER: DS = TRIANGULATION STATION DISK
 CQ2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2973
 CQ2973  HISTORY     - Date     Condition        Report By
 CQ2973  HISTORY     - 1965     MONUMENTED       CGS
 CQ2973
 CQ2973                          STATION DESCRIPTION
 CQ2973
 CQ2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ2973'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF HOMER, ABOUT 9
 CQ2973'MILES SOUTHEAST OF HAYNESVILLE AND AT THE CLAIRBORNE PARISH
 CQ2973'LOOKOUT TOWER NO. 2 (LSCS) WHICH HAS BEEN RE-NAMED AND IS NOW
 CQ2973'CALLED THE ANTIOCH FOREST SERVICE L.O. TOWER.  IT IS IN THE
 CQ2973'KISATCHIE NATIONAL FOREST AND IN THE S.W. 1/4 OF THE S.E. 1/4
 CQ2973'OF SEC. 20, T. 22N., R 6W.
 CQ2973'
 CQ2973'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 CQ2973'HOMER, GO NORTH ON U.S. HIGHWAY NO. 79 FOR 1.2 MILES TO THE
 CQ2973'JUNCTION OF STATE HIGHWAY NO. 2.  CONTINUE NORTH ON HIGHWAY NO. 79
 CQ2973'FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 520.  TURN
 CQ2973'RIGHT AND GO NORTH ON STATE HIGHWAY 520 FOR 6.5 MILES TO A SIDE
 CQ2973'ROAD RIGHT AND SIGN ANTIOCH FIRE TOWER.  TURN RIGHT AND FOLLOW
 CQ2973'GRAVEL ROAD SOUTHERLY FOR 0.95 MILE TO THE FIRE TOWER AND
 CQ2973'STATION ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTHERLY ON GRAVEL
 CQ2973'ROAD FOR 0.1 MILE TO A T INTERSECTION AND R.M. NO. 3 (AZIMUTH
 CQ2973'MARK) AS DESCRIBED.
 CQ2973'
 CQ2973'STATION IS A STANDARD STATION MARK DISK SET IN THE TOP OF A
 CQ2973'ROUND CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.  IT
 CQ2973'IS 34.5 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 CQ2973'GRAVEL ROAD, 16.7 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT
 CQ2973'TOWER AND 15.5 FEET SOUTHWEST OF A FENCELINE.  THE DISK IS
 CQ2973'STAMPED MOORE 1965.
 CQ2973'
 CQ2973'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 CQ2973'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CQ2973'SURFACE OF THE GROUND.  IT IS 91.4 FEET SOUTHEAST OF A POWERLINE
 CQ2973'POLE WITH A METER, 39.6 FEET WEST OF A FENCELINE AND 30.1 FEET
 CQ2973'NORTH OF THE NORTHEAST CORNER OF A LARGE CONCRETE TANK.  THE DISK
 CQ2973'IS STAMPED MOORE NO 1 1965.
 CQ2973'
 CQ2973'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 CQ2973'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 CQ2973'INCHES.  IT IS 67 FEET NORTH OF A POWERLINE POLE, 56.1 FEET
 CQ2973'NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 7 FEET
 CQ2973'EAST OF THE CENTER OF A GATE.  THE DISK IS STAMPED MOORE NO
 CQ2973'2 1965.
 CQ2973'
 CQ2973'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.  THEREFORE
 CQ2973'RM NO. 3 WAS ESTABLISHED ABOUT 0.1 MILE SOUTHEAST OF THE
 CQ2973'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 CQ2973'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 44
 CQ2973'FEET EAST-NORTHEAST OF THE T INTERSECTION, 13 FEET SOUTHWEST OF
 CQ2973'A 20 INCH TREE AND 2.2 FEET NORTH OF A METAL WITNESS POST.  THE
 CQ2973'DISK IS STAMPED MOORE NO 3 1965.
 CQ2973'
 CQ2973'DUE TO THE TERRAIN IT WAS NOT POSSIBLE TO MEASURE TO RM NO. 3.
 CQ2973'
 CQ2973'HEIGHT OF LIGHT ABOVE STATION MARK 26.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3134 ***********************************************************************
 BX3134  DESIGNATION -  MOORE AZ MK
 BX3134  PID         -  BX3134
 BX3134  STATE/COUNTY-  LA/SABINE
 BX3134  USGS QUAD   -  LORING (1994)
 BX3134
 BX3134                         *CURRENT SURVEY CONTROL
 BX3134  ___________________________________________________________________
 BX3134* NAD 83(1986)-  31 37 19.     (N)    093 36 03.     (W)     SCALED    
 BX3134* NAVD 88     -        89.909  (meters)     294.98   (feet)  ADJUSTED  
 BX3134  ___________________________________________________________________
 BX3134  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX3134  DYNAMIC HT  -          89.800 (meters)     294.62  (feet)  COMP
 BX3134  MODELED GRAV-     979,426.1   (mgal)                       NAVD 88
 BX3134
 BX3134  VERT ORDER  -  SECOND    CLASS I
 BX3134
 BX3134.The horizontal coordinates were scaled from a topographic map and have
 BX3134.an estimated accuracy of +/- 6 seconds.
 BX3134
 BX3134.The orthometric height was determined by differential leveling
 BX3134.and adjusted by the National Geodetic Survey in February 1994..
 BX3134
 BX3134.The geoid height was determined by GEOID03.
 BX3134
 BX3134.The dynamic height is computed by dividing the NAVD 88
 BX3134.geopotential number by the normal gravity value computed on the
 BX3134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3134.degrees latitude (g = 980.6199 gals.).
 BX3134
 BX3134.The modeled gravity was interpolated from observed gravity values.
 BX3134
 BX3134;                    North         East    Units  Estimated Accuracy
 BX3134;SPC LA N     -   124,930.      895,560.      MT  (+/- 180 meters Scaled)
 BX3134
 BX3134                          SUPERSEDED SURVEY CONTROL
 BX3134
 BX3134.No superseded survey control is available for this station.
 BX3134
 BX3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ430986(NAD 83)
 BX3134_MARKER: DZ = AZIMUTH MARK DISK
 BX3134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3134_SP_SET: CONCRETE POST
 BX3134_STAMPING: MOORE AZ MK 1971
 BX3134_MARK LOGO: LADH  
 BX3134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3134+STABILITY: SURFACE MOTION
 BX3134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3134+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 BX3134
 BX3134  HISTORY     - Date     Condition        Report By
 BX3134  HISTORY     - 1971     MONUMENTED       LADH
 BX3134  HISTORY     - 19890516 GOOD             LADTD
 BX3134  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3134
 BX3134                          STATION DESCRIPTION
 BX3134
 BX3134'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3134'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) NORTHWEST OF MANY AND
 BX3134'ABOUT 4.2 KM (2.6 MI) SOUTHEAST OF ZWOLLE.  OWNERSHIP--LOUISIANA
 BX3134'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3134'HIGHWAY 475 IN ZWOLLE, GO SOUTHEAST FOR 4.2 KM (2.6 MI) ON HIGHWAY
 BX3134'171 TO THE STATION ON THE LEFT.
 BX3134'THE STATION IS 24.1 M (79.1 FT) SOUTHEAST FROM A POWER POLE, 15.6 M
 BX3134'(51.2 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY, 10.7 M (35.1 FT)
 BX3134'SOUTHEAST FROM THE CENTER OF A DIRT ROAD LEADING NORTH AND 0.5 M
 BX3134'(1.6 FT) NORTHWEST FROM A WITNESS POST.  THE STATION IS FLUSH WITH
 BX3134'THE GROUND AND ABOUT 3.7 M (12.1 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3134
 BX3134                          STATION RECOVERY (2001)
 BX3134
 BX3134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3134'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3137 ***********************************************************************
 BX3137  DESIGNATION -  MOORE RM 1
 BX3137  PID         -  BX3137
 BX3137  STATE/COUNTY-  LA/SABINE
 BX3137  USGS QUAD   -  LORING (1994)
 BX3137
 BX3137                         *CURRENT SURVEY CONTROL
 BX3137  ___________________________________________________________________
 BX3137* NAD 83(1986)-  31 37 05.     (N)    093 35 36.     (W)     SCALED    
 BX3137* NAVD 88     -        98.345  (meters)     322.65   (feet)  ADJUSTED  
 BX3137  ___________________________________________________________________
 BX3137  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX3137  DYNAMIC HT  -          98.226 (meters)     322.26  (feet)  COMP
 BX3137  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 BX3137
 BX3137  VERT ORDER  -  SECOND    CLASS I
 BX3137
 BX3137.The horizontal coordinates were scaled from a topographic map and have
 BX3137.an estimated accuracy of +/- 6 seconds.
 BX3137
 BX3137.The orthometric height was determined by differential leveling
 BX3137.and adjusted by the National Geodetic Survey in February 1994..
 BX3137
 BX3137.The geoid height was determined by GEOID03.
 BX3137
 BX3137.The dynamic height is computed by dividing the NAVD 88
 BX3137.geopotential number by the normal gravity value computed on the
 BX3137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3137.degrees latitude (g = 980.6199 gals.).
 BX3137
 BX3137.The modeled gravity was interpolated from observed gravity values.
 BX3137
 BX3137;                    North         East    Units  Estimated Accuracy
 BX3137;SPC LA N     -   124,490.      896,270.      MT  (+/- 180 meters Scaled)
 BX3137
 BX3137                          SUPERSEDED SURVEY CONTROL
 BX3137
 BX3137.No superseded survey control is available for this station.
 BX3137
 BX3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ437982(NAD 83)
 BX3137_MARKER: DR = REFERENCE MARK DISK
 BX3137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3137_SP_SET: CONCRETE POST
 BX3137_STAMPING: MOORE RM 1 1971
 BX3137_MARK LOGO: LADH  
 BX3137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3137+STABILITY: SURFACE MOTION
 BX3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3137+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 BX3137
 BX3137  HISTORY     - Date     Condition        Report By
 BX3137  HISTORY     - 1971     MONUMENTED       LADH
 BX3137  HISTORY     - 19890516 GOOD             LADTD
 BX3137  HISTORY     - 20010331 GOOD             NGS
 BX3137
 BX3137                          STATION DESCRIPTION
 BX3137
 BX3137'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3137'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) NORTHWEST OF MANY AND
 BX3137'ABOUT 5.1 KM (3.2 MI) SOUTHEAST OF ZWOLLEE.  OWNERSHIP--LOUISIANA
 BX3137'DEPARTMENT OF TRANSPORTATIN AND DEVELOPMENT.
 BX3137'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGWHAY 171 AND STATE
 BX3137'HIGHWAY 475 IN ZWOLLE, GO SOUTHEAST FOR 5.1 KM (3.2 MI) ON HIGHWAY
 BX3137'171 TO THE STATION ON THE RIGHT JUST NORTH OF A GRAVEL ROAD.
 BX3137'THE STATION IS 28.0 M (91.9 FT) SOUTH FROM THE CENTER OF THE SOUTH
 BX3137'BOUND LANE OF THE HIGHWAY, 14.0 M (45.9 FT) SOUTH FROM A TELEPHONE
 BX3137'JUNCTION BOX, 14.0 M (45.9 FT) SOUTH FROM STATION MOORE AND 13.1 M
 BX3137'(43.0 FT) WEST FROM THE CENTER OF THE GRAVEL ROAD.  THE STATION IS
 BX3137'FLUSH WITH TH GROUND AND ABOUT 0.61 M (2.00 FT) ABOVE THE LEVEL OF
 BX3137'THE HIGHWAY.
 BX3137
 BX3137                          STATION RECOVERY (2001)
 BX3137
 BX3137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3136 ***********************************************************************
 BX3136  DESIGNATION -  MOORE RM 2
 BX3136  PID         -  BX3136
 BX3136  STATE/COUNTY-  LA/SABINE
 BX3136  USGS QUAD   -  LORING (1994)
 BX3136
 BX3136                         *CURRENT SURVEY CONTROL
 BX3136  ___________________________________________________________________
 BX3136* NAD 83(1986)-  31 37 05.     (N)    093 35 36.     (W)     SCALED    
 BX3136* NAVD 88     -        96.580  (meters)     316.86   (feet)  ADJUSTED  
 BX3136  ___________________________________________________________________
 BX3136  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX3136  DYNAMIC HT  -          96.462 (meters)     316.48  (feet)  COMP
 BX3136  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 BX3136
 BX3136  VERT ORDER  -  SECOND    CLASS I
 BX3136
 BX3136.The horizontal coordinates were scaled from a topographic map and have
 BX3136.an estimated accuracy of +/- 6 seconds.
 BX3136
 BX3136.The orthometric height was determined by differential leveling
 BX3136.and adjusted by the National Geodetic Survey in February 1994..
 BX3136
 BX3136.The geoid height was determined by GEOID03.
 BX3136
 BX3136.The dynamic height is computed by dividing the NAVD 88
 BX3136.geopotential number by the normal gravity value computed on the
 BX3136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3136.degrees latitude (g = 980.6199 gals.).
 BX3136
 BX3136.The modeled gravity was interpolated from observed gravity values.
 BX3136
 BX3136;                    North         East    Units  Estimated Accuracy
 BX3136;SPC LA N     -   124,490.      896,270.      MT  (+/- 180 meters Scaled)
 BX3136
 BX3136                          SUPERSEDED SURVEY CONTROL
 BX3136
 BX3136.No superseded survey control is available for this station.
 BX3136
 BX3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ437982(NAD 83)
 BX3136_MARKER: DR = REFERENCE MARK DISK
 BX3136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3136_SP_SET: CONCRETE POST
 BX3136_STAMPING: MOORE RM 2 1971
 BX3136_MARK LOGO: LADH  
 BX3136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3136+STABILITY: SURFACE MOTION
 BX3136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3136+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 BX3136
 BX3136  HISTORY     - Date     Condition        Report By
 BX3136  HISTORY     - 1971     MONUMENTED       LADH
 BX3136  HISTORY     - 19890516 GOOD             LADTD
 BX3136  HISTORY     - 20010331 GOOD             NGS
 BX3136
 BX3136                          STATION DESCRIPTION
 BX3136
 BX3136'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3136'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) NORTHWEST OF MANY AND
 BX3136'ABOUT 5.1 KM (3.2 MI) SOUTHEAST OF ZWOLLE.  OWNERSHIP--LOUISIANA
 BX3136'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3136'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3136'HIGHWAY 475 IN ZWOLLE, GO SOUTHEAST FOR 5.1 KM (3.2 MI) ON HIGHWAY
 BX3136'171 TO THE STATION ON THE RIGHT JUST NORTH OF A GRAVEL ROAD.
 BX3136'THE STATION IS 36.9 M (121.1 FT) WEST FROM THE CENTER OF THE GRAVEL
 BX3136'ROAD, 28.5 M (93.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE SOUTH
 BX3136'BOUND LANE OF THE HIGHWAY, 25.0 M (82.0 FT) WEST OF RM 1 AND 20.6 M
 BX3136'(67.6 FT) WEST-SOUTHWEST FROM THE STATION.  THE STATION IS FLUSH WITH
 BX3136'GROUND AND ABOUT 0.61 M (2.00 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BX3136
 BX3136                          STATION RECOVERY (2001)
 BX3136
 BX3136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3136'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3304 ***********************************************************************
 CQ3304  DESIGNATION -  MOORINGSPORT MUNICIPAL TANK
 CQ3304  PID         -  CQ3304
 CQ3304  STATE/COUNTY-  LA/CADDO
 CQ3304  USGS QUAD   -  MOORINGSPORT (1982)
 CQ3304
 CQ3304                         *CURRENT SURVEY CONTROL
 CQ3304  ___________________________________________________________________
 CQ3304* NAD 83(1992)-  32 41 34.03423(N)    093 57 35.09116(W)     ADJUSTED  
 CQ3304* NAVD 88     -                                                        
 CQ3304  ___________________________________________________________________
 CQ3304  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CQ3304  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ3304
 CQ3304  HORZ ORDER  -  THIRD
 CQ3304
 CQ3304.The horizontal coordinates were established by classical geodetic methods
 CQ3304.and adjusted by the National Geodetic Survey in February 1996..
 CQ3304
 CQ3304
 CQ3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3304
 CQ3304.The geoid height was determined by GEOID03.
 CQ3304
 CQ3304;                    North         East     Units Scale Factor Converg.
 CQ3304;SPC LA N     -   244,055.607   863,114.402   MT  1.00000606   -0 46 18.4
 CQ3304;SPC LA N     -   800,705.77  2,831,734.50   sFT  1.00000606   -0 46 18.4
 CQ3304;SPC TXNC     - 2,122,984.576 1,025,587.087   MT  0.99989211   +2 28 34.4
 CQ3304;SPC TXNC     - 6,965,158.56  3,364,780.30   sFT  0.99989211   +2 28 34.4
 CQ3304;UTM  15      - 3,617,637.169   410,033.197   MT  0.99969980   -0 31 06.3
 CQ3304
 CQ3304                          SUPERSEDED SURVEY CONTROL
 CQ3304
 CQ3304  NAD 83(1992)-  32 41 34.04048(N)    093 57 35.08669(W) AD(       ) 4
 CQ3304  NAD 83(1986)-  32 41 34.04437(N)    093 57 35.08126(W) AD(       ) 4
 CQ3304  NAD 27      -  32 41 33.52000(N)    093 57 34.42900(W) AD(       ) 3
 CQ3304
 CQ3304.Superseded values are not recommended for survey control.
 CQ3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3304.See file dsdata.txt to determine how the superseded data were derived.
 CQ3304
 CQ3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1003317637(NAD 83)
 CQ3304_MARKER: 51 = TANK
 CQ3304
 CQ3304  HISTORY     - Date     Condition        Report By
 CQ3304  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3304  HISTORY     - 19950205 GOOD             USPSQD
 CQ3304
 CQ3304                          STATION DESCRIPTION
 CQ3304
 CQ3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3304'THE STATION IS LOCATED IN THE CENTRAL PART OF MOORINGSPORT
 CQ3304'AND ABOUT 100 YARDS NORTHWEST OF THE POST OFFICE.  THE TANK
 CQ3304'IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND ITS OVER-ALL
 CQ3304'HEIGHT IS ABOUT 120 FEET.  IT IS PAINTED SILVER COLOR.  THE
 CQ3304'TOP AND CENTER WAS THE POINT INTERSECTED.
 CQ3304
 CQ3304                          STATION RECOVERY (1995)
 CQ3304
 CQ3304'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3305 ***********************************************************************
 CQ3305  DESIGNATION -  MOORINGSPORT SW GAS+ELEC STACK
 CQ3305  PID         -  CQ3305
 CQ3305  STATE/COUNTY-  LA/CADDO
 CQ3305  USGS QUAD   -  MOORINGSPORT (1982)
 CQ3305
 CQ3305                         *CURRENT SURVEY CONTROL
 CQ3305  ___________________________________________________________________
 CQ3305* NAD 83(1992)-  32 42 17.35810(N)    093 57 37.17617(W)     ADJUSTED  
 CQ3305* NAVD 88     -                                                        
 CQ3305  ___________________________________________________________________
 CQ3305  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CQ3305  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CQ3305
 CQ3305  HORZ ORDER  -  THIRD
 CQ3305
 CQ3305.The horizontal coordinates were established by classical geodetic methods
 CQ3305.and adjusted by the National Geodetic Survey in February 1996..
 CQ3305
 CQ3305
 CQ3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3305
 CQ3305.The geoid height was determined by GEOID03.
 CQ3305
 CQ3305;                    North         East     Units Scale Factor Converg.
 CQ3305;SPC LA N     -   245,390.833   863,078.079   MT  1.00000892   -0 46 19.5
 CQ3305;SPC LA N     -   805,086.42  2,831,615.33   sFT  1.00000892   -0 46 19.5
 CQ3305;SPC TXNC     - 2,124,315.444 1,025,475.184   MT  0.99989083   +2 28 33.3
 CQ3305;SPC TXNC     - 6,969,524.92  3,364,413.17   sFT  0.99989083   +2 28 33.3
 CQ3305;UTM  15      - 3,618,971.810   409,990.985   MT  0.99969990   -0 31 08.1
 CQ3305
 CQ3305                          SUPERSEDED SURVEY CONTROL
 CQ3305
 CQ3305  NAD 83(1992)-  32 42 17.36417(N)    093 57 37.17178(W) AD(       ) 4
 CQ3305  NAD 83(1986)-  32 42 17.36814(N)    093 57 37.16627(W) AD(       ) 4
 CQ3305  NAD 27      -  32 42 16.84600(N)    093 57 36.51400(W) AD(       ) 3
 CQ3305
 CQ3305.Superseded values are not recommended for survey control.
 CQ3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3305.See file dsdata.txt to determine how the superseded data were derived.
 CQ3305
 CQ3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0999118972(NAD 83)
 CQ3305_MARKER: 63 = STACK
 CQ3305
 CQ3305  HISTORY     - Date     Condition        Report By
 CQ3305  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3305
 CQ3305                          STATION DESCRIPTION
 CQ3305
 CQ3305'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3305'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF MOORINGSPORT.
 CQ3305'IT IS A LARGE YELLOW BRICK STACK, ABOUT 120 FEET HIGH AND
 CQ3305'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 CQ3305'
 CQ3305'TO REACH THE STATION FROM THE POST OFFICE IN MOORINGSPORT,
 CQ3305'GO NORTHERLY ON STATE ROAD 538 FOR 1.0 MILE TO THE STATION
 CQ3305'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3298 ***********************************************************************
 CQ3298  DESIGNATION -  MOORINGSPORT TV STA KSLA TWR
 CQ3298  PID         -  CQ3298
 CQ3298  STATE/COUNTY-  LA/CADDO
 CQ3298  USGS QUAD   -  MOORINGSPORT (1982)
 CQ3298
 CQ3298                         *CURRENT SURVEY CONTROL
 CQ3298  ___________________________________________________________________
 CQ3298* NAD 83(1992)-  32 40 28.32676(N)    093 56 00.93188(W)     ADJUSTED  
 CQ3298* NAVD 88     -                                                        
 CQ3298  ___________________________________________________________________
 CQ3298  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CQ3298  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ3298
 CQ3298  HORZ ORDER  -  THIRD
 CQ3298
 CQ3298.The horizontal coordinates were established by classical geodetic methods
 CQ3298.and adjusted by the National Geodetic Survey in February 1996..
 CQ3298
 CQ3298
 CQ3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3298
 CQ3298.The geoid height was determined by GEOID03.
 CQ3298
 CQ3298;                    North         East     Units Scale Factor Converg.
 CQ3298;SPC LA N     -   241,998.901   865,540.161   MT  1.00000180   -0 45 28.6
 CQ3298;SPC LA N     -   793,958.06  2,839,693.01   sFT  1.00000180   -0 45 28.6
 CQ3298;SPC TXNC     - 2,121,068.834 1,028,125.204   MT  0.99989414   +2 29 25.8
 CQ3298;SPC TXNC     - 6,958,873.33  3,373,107.44   sFT  0.99989414   +2 29 25.8
 CQ3298;UTM  15      - 3,615,591.848   412,467.289   MT  0.99969448   -0 30 14.6
 CQ3298
 CQ3298                          SUPERSEDED SURVEY CONTROL
 CQ3298
 CQ3298  NAD 83(1992)-  32 40 28.33213(N)    093 56 00.92714(W) AD(       ) 4
 CQ3298  NAD 83(1986)-  32 40 28.33713(N)    093 56 00.92207(W) AD(       ) 4
 CQ3298  NAD 27      -  32 40 27.81000(N)    093 56 00.27100(W) AD(       ) 3
 CQ3298
 CQ3298.Superseded values are not recommended for survey control.
 CQ3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3298.See file dsdata.txt to determine how the superseded data were derived.
 CQ3298
 CQ3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1246715592(NAD 83)
 CQ3298_MARKER: 43 = RADIO/TV TOWER
 CQ3298_MARK LOGO: CGS   
 CQ3298
 CQ3298  HISTORY     - Date     Condition        Report By
 CQ3298  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3298  HISTORY     - 19900320 GOOD             LADTD
 CQ3298
 CQ3298                          STATION DESCRIPTION
 CQ3298
 CQ3298'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3298'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF MOORINGSPORT
 CQ3298'AND THE TV STUDIO IS LOCATED IN SHREVEPORT.  THE TOWER IS
 CQ3298'SET IN A CONCRETE FOUNDATION, ABOUT 1195 FEET IN HEIGHT,
 CQ3298'COLORED RED AND WHITE AND THE RED LIGHT ON TOP WAS THE POINT
 CQ3298'INTERSECTED.
 CQ3298'
 CQ3298'TO REACH THE STATION FROM THE POST OFFICE IN MOORINGSPORT,
 CQ3298'GO SOUTHERLY ON STATE ROADS 538 AND 169 FOR 0.3 MILE TO JUNCTION,
 CQ3298'TURN LEFT AND GO EAST ON STATE ROAD 169 FOR 1.3 MILES TO
 CQ3298'JUNCTION, TURN RIGHT AND GO SOUTH ON STATE ROAD 1 FOR 1.3
 CQ3298'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.6
 CQ3298'MILE TO THE STATION AS DESCRIBED.
 CQ3298
 CQ3298                          STATION RECOVERY (1990)
 CQ3298
 CQ3298'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ3298'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF
 CQ3298'MOORINGSTON.  OWNERSHIP--KSLA TV STATION. TO REACH THE STATION FROM
 CQ3298'THE POST OFFICE IN MOORINGSTON, GO SOUTH FOR 0.5 KM (0.30 MI) ON STATE
 CQ3298'HIGHWAYS 169 AND 538 TO A JUNCTION OF THE TWO HIGHWAYS.  TURN LEFT AND
 CQ3298'GO EAST FOR 2.1 KM (1.30 MI) ON HIGHWAY 169 TO THE JUNCTION WITH STATE
 CQ3298'HIGHWAY 1.  TURN RIGHT AND GO WEST FOR 1.0 KM (0.60 MI) ON HIGHWAY 1
 CQ3298'TO THE STATION. THE STATION IS A TOWER SET IN A CONCRETE FOUNDATION,
 CQ3298'ABOUT 364.2 M (1194.9 FT) IN HEIGHT, COLORED RED AND WHITE AND THE RED
 CQ3298'LIGHT WAS THE POINT INTERSECTED.  THE TV STUDIO IS LOCATED IN
 CQ3298'SHREVEPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3299 ***********************************************************************
 CQ3299  DESIGNATION -  MOORINGSPORT TV STA KTBS TWR
 CQ3299  PID         -  CQ3299
 CQ3299  STATE/COUNTY-  LA/CADDO
 CQ3299  USGS QUAD   -  MOORINGSPORT (1982)
 CQ3299
 CQ3299                         *CURRENT SURVEY CONTROL
 CQ3299  ___________________________________________________________________
 CQ3299* NAD 83(1992)-  32 41 07.22145(N)    093 56 01.03637(W)     ADJUSTED  
 CQ3299* NAVD 88     -                                                        
 CQ3299  ___________________________________________________________________
 CQ3299  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CQ3299  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ3299
 CQ3299  HORZ ORDER  -  THIRD
 CQ3299
 CQ3299.The horizontal coordinates were established by classical geodetic methods
 CQ3299.and adjusted by the National Geodetic Survey in February 1996..
 CQ3299
 CQ3299
 CQ3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3299
 CQ3299.The geoid height was determined by GEOID03.
 CQ3299
 CQ3299;                    North         East     Units Scale Factor Converg.
 CQ3299;SPC LA N     -   243,196.995   865,553.289   MT  1.00000431   -0 45 28.6
 CQ3299;SPC LA N     -   797,888.81  2,839,736.08   sFT  1.00000431   -0 45 28.6
 CQ3299;SPC TXNC     - 2,122,265.615 1,028,070.426   MT  0.99989293   +2 29 25.7
 CQ3299;SPC TXNC     - 6,962,799.77  3,372,927.72   sFT  0.99989293   +2 29 25.7
 CQ3299;UTM  15      - 3,616,789.619   412,475.106   MT  0.99969446   -0 30 15.2
 CQ3299
 CQ3299                          SUPERSEDED SURVEY CONTROL
 CQ3299
 CQ3299  NAD 83(1992)-  32 41 07.22687(N)    093 56 01.03170(W) AD(       ) 4
 CQ3299  NAD 83(1986)-  32 41 07.23175(N)    093 56 01.02657(W) AD(       ) 4
 CQ3299  NAD 27      -  32 41 06.70600(N)    093 56 00.37500(W) AD(       ) 3
 CQ3299
 CQ3299.Superseded values are not recommended for survey control.
 CQ3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3299.See file dsdata.txt to determine how the superseded data were derived.
 CQ3299
 CQ3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1247516790(NAD 83)
 CQ3299_MARKER: 43 = RADIO/TV TOWER
 CQ3299_MARK LOGO: CGS   
 CQ3299
 CQ3299  HISTORY     - Date     Condition        Report By
 CQ3299  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3299  HISTORY     - 19900320 GOOD             LADTD
 CQ3299
 CQ3299                          STATION DESCRIPTION
 CQ3299
 CQ3299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3299'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF MOORINGSPORT
 CQ3299'AND THE TV STUDIO IS LOCATED IN SHREVEPORT.  THE TOWER IS
 CQ3299'SET IN A CONCRETE FOUNDATION, ABOUT 1153 FEET IN HEIGHT,
 CQ3299'COLORED RED AND WHITE AND THE RED LIGHT ON TOP WAS THE POINT
 CQ3299'INTERSECTED.
 CQ3299'
 CQ3299'TO REACH THE STATION FROM THE POST OFFICE IN MOORINGSPORT,
 CQ3299'GO SOUTHERLY ON STATE ROADS 538 AND 169 FOR 0.3 MILE TO
 CQ3299'JUNCTION, TURN LEFT AND GO EAST ON STATE ROAD 169 FOR 1.3
 CQ3299'MILES TO JUNCTION, TURN RIGHT ON STATE ROAD 1 AND GO SOUTH
 CQ3299'FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 CQ3299'GO WEST FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 CQ3299
 CQ3299                          STATION RECOVERY (1990)
 CQ3299
 CQ3299'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ3299'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHEAST OF
 CQ3299'MOORINGSTON.  OWNERSHIP--KTBS TV STATION, SHREVEPORT, LA. TO REACH THE
 CQ3299'STATION FROM THE POST OFFICE IN MOORINGSTON, GO SOUTH FOR 0.5 KM (0.30
 CQ3299'MI) ON STATE HIGHWAYS 169 AND 538 TO THE JUNCTION OF THE TWO HIGHWAYS.
 CQ3299'TURN LEFT AND GO EAST FOR 2.1 KM (1.30 MI) ON HIGHWAY 169 TO THE
 CQ3299'JUNCTION WITH STATE HIGHWAY 1.  TURN RIGHT AND GO SOUTH 0.8 KM (0.50
 CQ3299'MI) TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 KM
 CQ3299'(0.10 MI) TO THE STATION. THE STATION IS A TOWER SET IN A CONCRETE
 CQ3299'FOUNDATION, ABOUT 351.1 M (1151.9 FT) IN HEIGHT, COLORED RED AND WHITE
 CQ3299'AND THE RED LIGHT ON TOP WAS THE POINT INTERSECTED.  THE TV STUDIO IS
 CQ3299'LOCATED IN SHREVEPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2947 ***********************************************************************
 AU2947  DESIGNATION -  MOREAU
 AU2947  PID         -  AU2947
 AU2947  STATE/COUNTY-  LA/LAFOURCHE
 AU2947  USGS QUAD   -  CAMINADA PASS (1994)
 AU2947
 AU2947                         *CURRENT SURVEY CONTROL
 AU2947  ___________________________________________________________________
 AU2947* NAD 83(1992)-  29 09 19.51054(N)    090 05 37.35840(W)     ADJUSTED  
 AU2947* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2947  **This station is located in a subsidence area (see below).
 AU2947  ___________________________________________________________________
 AU2947  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AU2947  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2947
 AU2947  HORZ ORDER  -  SECOND
 AU2947
 AU2947.The horizontal coordinates were established by classical geodetic methods
 AU2947.and adjusted by the National Geodetic Survey in January 1993..
 AU2947
 AU2947 ** The orthometric height has not been validated since last determined
 AU2947 ** by differential leveling and should not be used for control purposes.
 AU2947 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2947 ** area with valid NAVD 88 orthometric heights.
 AU2947 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2947 ** epoch indicated which incorporates improved geoid heights for the
 AU2947 ** Southern Louisiana Subsidence area.
 AU2947 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2947.The orthometric height was scaled from a topographic map.
 AU2947
 AU2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2947
 AU2947.The geoid height was determined by GEOID03.
 AU2947
 AU2947;                    North         East     Units Scale Factor Converg.
 AU2947;SPC LA S     -    73,304.540 1,120,608.067   MT  1.00003375   +0 37 11.4
 AU2947;SPC LA S     -   240,499.98  3,676,528.30   sFT  1.00003375   +0 37 11.4
 AU2947;UTM  15      - 3,228,700.062   782,712.039   MT  1.00058639   +1 25 00.6
 AU2947
 AU2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2947!SPC LA S     -   1.00000374  x   1.00003375  =   1.00003749
 AU2947!UTM  15      -   1.00000374  x   1.00058639  =   1.00059013
 AU2947
 AU2947|---------------------------------------------------------------------|
 AU2947| PID    Reference Object                     Distance      Geod. Az  |
 AU2947|                                                           dddmmss.s |
 AU2947| DD7453 MOREAU RM 1                          26.520 METERS 06007     |
 AU2947| DD7454 MOREAU RM 2                          22.120 METERS 14838     |
 AU2947| AU2964 LAKE                                APPROX. 4.2 KM 2295712.0 |
 AU2947|---------------------------------------------------------------------|
 AU2947
 AU2947                          SUPERSEDED SURVEY CONTROL
 AU2947
 AU2947  NAD 83(1986)-  29 09 19.52498(N)    090 05 37.37002(W) AD(       ) 2
 AU2947  NAD 27      -  29 09 18.70600(N)    090 05 37.10700(W) AD(       ) 2
 AU2947
 AU2947.Superseded values are not recommended for survey control.
 AU2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2947.See file dsdata.txt to determine how the superseded data were derived.
 AU2947
 AU2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8271228700(NAD 83)
 AU2947_MARKER: DS = TRIANGULATION STATION DISK
 AU2947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2947
 AU2947  HISTORY     - Date     Condition        Report By
 AU2947  HISTORY     - 1928     MONUMENTED       CGS
 AU2947  HISTORY     - 1933     GOOD             CGS
 AU2947  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2947  HISTORY     - 1964     SEE DESCRIPTION  CGS
 AU2947
 AU2947                          STATION DESCRIPTION
 AU2947
 AU2947'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2947'STATION IS ABOUT 3-1/2 MILES SW OF CAMINADA PASS, 7-1/2 MILES
 AU2947'NE OF PASS FOURCHON, ON THE GULF COAST AND OPPOSITE END OF
 AU2947'OLD BAYOU MOREAU, NOW CLOSED.  IN 1933 THE STATION WAS REPORTED
 AU2947'AS BEING 22 METERS (70 FEET) FROM EXTREME HIGH WATER, 44
 AU2947'METERS (140 FEET) FROM THE HIGH-WATER LINE AND ITS TOP 6
 AU2947'INCHES BELOW THE SAND.
 AU2947'
 AU2947'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2947'SET IN ROUND CONCRETE MONUMENTS.
 AU2947'
 AU2947'REFERENCE MARK NO. 1 IS 26.52 METERS (87.0 FEET) FROM THE
 AU2947'STATION N 60 DEG 07 MIN E.
 AU2947'
 AU2947'REFERENCE MARK NO. 2 IS 22.12 METERS (72.6 FEET) FROM THE STATION
 AU2947'S 31 DEG 22 MIN E.
 AU2947
 AU2947                          STATION RECOVERY (1933)
 AU2947
 AU2947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AU2947'RM 1-IT WAS REPORTED THAT THE TOP OF THE MONUMENT AND THE BRONZE
 AU2947'DISK WERE GONE, BUT THAT THE TILE AND CONCRETE REMAINED.
 AU2947'
 AU2947'REFERENCE MARK NO. 2 WAS REPORTED AS BEING ON THE EXTREME
 AU2947'HIGH-WATER LINE, ITS TOP FLUSH WITH THE SAND.
 AU2947
 AU2947                          STATION RECOVERY (1952)
 AU2947
 AU2947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2947'STATION IS LOST THROUGH EROSION OF THE SHORELINE.
 AU2947
 AU2947                          STATION RECOVERY (1964)
 AU2947
 AU2947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AU2947'R.M. 1 WAS FOUND DESTROYED.  THE DISK, STAMPED MOREAU NO 1
 AU2947'1929, WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1613 ***********************************************************************
 AU1613  DESIGNATION -  MORGAN
 AU1613  PID         -  AU1613
 AU1613  STATE/COUNTY-  LA/ST MARY
 AU1613  USGS QUAD   -  MORGAN CITY (1994)
 AU1613
 AU1613                         *CURRENT SURVEY CONTROL
 AU1613  ___________________________________________________________________
 AU1613* NAD 83(1992)-  29 43 07.64201(N)    091 12 44.28023(W)     ADJUSTED  
 AU1613* NAVD 88     -         1.33   (+/-2cm)       4.4  **(feet)  VERTCON   
 AU1613  **This station is located in a subsidence area (see below).
 AU1613  ___________________________________________________________________
 AU1613  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU1613  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AU1613
 AU1613  HORZ ORDER  -  FIRST
 AU1613  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1613
 AU1613.The horizontal coordinates were established by classical geodetic methods
 AU1613.and adjusted by the National Geodetic Survey in January 1993..
 AU1613
 AU1613 ** The orthometric height has not been validated since last determined
 AU1613 ** by differential leveling and should not be used for control purposes.
 AU1613 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1613 ** area with valid NAVD 88 orthometric heights.
 AU1613 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1613 ** epoch indicated which incorporates improved geoid heights for the
 AU1613 ** Southern Louisiana Subsidence area.
 AU1613 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1613.The vertical order pertains to the NGVD 29 superseded value.
 AU1613
 AU1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1613
 AU1613.The geoid height was determined by GEOID03.
 AU1613
 AU1613;                    North         East     Units Scale Factor Converg.
 AU1613;SPC LA S     -   135,102.575 1,011,710.104   MT  0.99993779   +0 03 37.9
 AU1613;SPC LA S     -   443,249.03  3,319,252.23   sFT  0.99993779   +0 03 37.9
 AU1613;UTM  15      - 3,288,963.216   672,917.937   MT  0.99996893   +0 53 11.3
 AU1613
 AU1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1613!SPC LA S     -   1.00000381  x   0.99993779  =   0.99994160
 AU1613!UTM  15      -   1.00000381  x   0.99996893  =   0.99997274
 AU1613
 AU1613:                Primary Azimuth Mark                     Grid Az
 AU1613:SPC LA S     -  TEXACO SHOOKMILL WATER TANK              130 06 23.0
 AU1613:UTM  15      -  TEXACO SHOOKMILL WATER TANK              129 16 49.6
 AU1613
 AU1613|---------------------------------------------------------------------|
 AU1613| PID    Reference Object                     Distance      Geod. Az  |
 AU1613|                                                           dddmmss.s |
 AU1613| AU2369 TEXACO SHOOKMILL WATER TANK         APPROX. 5.4 KM 1301000.9 |
 AU1613| AU2370 MORGAN 1931 TEMP POINT A             63.595 METERS 14721     |
 AU1613| AU2375 MORGAN CITY SACRED HEART CH         APPROX. 2.9 KM 1665624.9 |
 AU1613| AU2351 AVOCA IS DRAINAGE CO STACK          APPROX. 6.1 KM 1675700.1 |
 AU1613| AU2353 MORGAN CITY MUNICIPAL TANK          APPROX. 2.7 KM 1713250.5 |
 AU1613| AU2352 MORGAN CITY GULF STEEL DERRICK      APPROX. 3.1 KM 1731725.7 |
 AU1613| AU2372 MORGAN CITY PEOPLES ICE CO TK       APPROX. 2.0 KM 1822959.2 |
 AU1613| AU2350 MORGAN 2                             87.096 METERS 18730     |
 AU1613| AU2374 BERWICK CATH CH CROSS               APPROX. 2.8 KM 1904651.5 |
 AU1613| AU2373 MORGAN CITY WATER WORKS STACK       APPROX. 1.3 KM 1970546.0 |
 AU1613| CW1055 MORGAN RM 1                                        22307     |
 AU1613| AU2377 PATTERSON MUNICIPAL TANK            APPROX. 9.0 KM 2544701.1 |
 AU1613| AU2371 MORGAN 1931 RM 3                     36.896 METERS 25609     |
 AU1613| AU2389 HARRY WILLIAMS SAWMILL TANK         APPROX. 8.7 KM 2620549.6 |
 AU1613| AU2387 IDLEWILD PLANTATION WATER TK        APPROX. 4.1 KM 2641125.2 |
 AU1613| AU2390 PATTERSON AIRPORT BEACON            APPROX.12.3 KM 2664651.8 |
 AU1613| AU1615 MORGAN RM 2                          44.754 METERS 30704     |
 AU1613|---------------------------------------------------------------------|
 AU1613
 AU1613                          SUPERSEDED SURVEY CONTROL
 AU1613
 AU1613  NAD 83(1986)-  29 43 07.66491(N)    091 12 44.27641(W) AD(       ) 1
 AU1613  NAD 27      -  29 43 06.92100(N)    091 12 43.90500(W) AD(       ) 1
 AU1613  NGVD 29 (??/??/??)    1.418  (m)            4.65   (f) ADJUSTED    1 2
 AU1613
 AU1613.Superseded values are not recommended for survey control.
 AU1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1613.See file dsdata.txt to determine how the superseded data were derived.
 AU1613
 AU1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7291888963(NAD 83)
 AU1613_MARKER: DS = TRIANGULATION STATION DISK
 AU1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1613_STAMPING: MORGAN 1931
 AU1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1613+STABILITY: SURFACE MOTION
 AU1613
 AU1613  HISTORY     - Date     Condition        Report By
 AU1613  HISTORY     - 1931     MONUMENTED       CGS
 AU1613  HISTORY     - 1947     GOOD             CGS
 AU1613  HISTORY     - 1948     GOOD             CGS
 AU1613  HISTORY     - 1955     GOOD             CGS
 AU1613  HISTORY     - 1957     GOOD             CGS
 AU1613  HISTORY     - 1965     GOOD             CGS
 AU1613  HISTORY     - 1965     GOOD             CGS
 AU1613  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AU1613
 AU1613                          STATION DESCRIPTION
 AU1613
 AU1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU1613'STATION IS ON THE E BANK OF THE ATCHAFALAYA RIVER ABOUT 2
 AU1613'MILES N OF MORGAN CITY, ON THE PROPERTY LINE BETWEEN LAND
 AU1613'OWNED BY G.D. DUPONT ON THE N AND J.W. ROSSON ON THE S, 202
 AU1613'FEET E OF THE RIVER BANK, 168 FEET E OF THE CENTER LINE OF
 AU1613'A SHELL ROAD, 52 FEET S OF A WOODEN FENCE LINE, 55.5 FEET
 AU1613'NE OF THE NE CORNER OF ROSSONS HOUSE, AND 61 FEET SE OF A
 AU1613'LARGE LIVE OAK TREE IN THE REAR OF ROSSONS MOSS GIN.  THE LAND
 AU1613'SURROUNDING THE STATION IS CLEAR OF BRUSH.  THE SURFACE
 AU1613'MARK IS 10 INCHES ABOVE THE SURFACE.
 AU1613'
 AU1613'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AU1613'DISKS SET IN CONCRETE.
 AU1613'
 AU1613'REFERENCE MARK NO. 1 IS 5 INCHES ABOVE THE SURFACE, ABOUT
 AU1613'1,000 FEET S OF ROSSONS MOSS GIN, 350 FEET E OF THE SHELL
 AU1613'ROAD, WHICH FOLLOWS THE E BANK OF THE RIVER, IN A THICKET
 AU1613'WHICH FOLLOWS AN E-W DRAINAGE DITCH, 15 FEET N OF THE DITCH,
 AU1613'AND APPROXIMATELY 950 FEET (290 METERS) FROM THE STATION
 AU1613'S 43 DEG 07 MIN W.  THIS DITCH IS 170 FEET S OF
 AU1613'A FENCE LINE.
 AU1613'
 AU1613'REFERENCE MARK NO. 2 IS 6 INCHES ABOVE THE SURFACE, 55 FEET
 AU1613'E OF THE RIVER BANK, 44.3 FEET W OF THE NW CORNER OF ROSSONS
 AU1613'HOUSE, 21 FEET E OF THE CENTER LINE OF THE ROAD, 1.4 FEET E
 AU1613'OF A SECTION OF CURBING ON THE E SIDE OF AN OLD CONCRETE
 AU1613'SIDEWALK, AND 146.71 FEET (44.72 METERS) FROM THE STATION.
 AU1613'
 AU1613'THE METAL STACK OF THE MORGAN CITY WATER WORKS IS APPROXIMATELY
 AU1613'1 MILE FROM THE STATION S 17 DEG 06 MIN W.
 AU1613
 AU1613                          STATION RECOVERY (1947)
 AU1613
 AU1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU1613'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 AU1613'INADEQUATE.
 AU1613'
 AU1613'ADD A 50-FOOT CHANNEL HAS BEEN CUT IN THE CONSTRUCTION OF
 AU1613'A LEVEE, LEAVING THE STATION MARK AND REFERENCE MARK 2 ON
 AU1613'A PENINSULA.  IT CAN BE REACHED BEST BY BOAT.
 AU1613'
 AU1613'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU1613
 AU1613                          STATION RECOVERY (1948)
 AU1613
 AU1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU1613'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 3
 AU1613'ESTABLISHED 1948.  NEW DESCRIPTION FOLLOWS--
 AU1613'
 AU1613'STATION IS LOCATED ABOUT 2 MILES N OF MORGAN CITY, ON A
 AU1613'PENINSULA BETWEEN A CANAL (DUG IN DREDGING THE LEVEE) AND
 AU1613'THE ATCHAFALAYA RIVER.  IT IS ON THE E SIDE OF THE PENINSULA,
 AU1613'3 FEET FROM THE CANAL BANK, AND NEAR A GROUP OF LARGE LIVE
 AU1613'OAK TREES.
 AU1613'
 AU1613'STATION MARKS ARE BRONZE STATIONS DISKS SET IN CONCRETE.
 AU1613'SURFACE MARK IS STAMPED MORGAN 1931 AND PROJECTS 6 INCHES
 AU1613'ABOVE THE GROUND.
 AU1613'
 AU1613'R.M. 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED
 AU1613'MORGAN 1931 NO 2, AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 AU1613'IT IS 55 FEET E OF THE RIVERBANK AND 1.5 FEET E OF A SECTION
 AU1613'OF CURBING ON THE E SIDE OF AN OLD CONCRETE SIDEWALK.
 AU1613'
 AU1613'R.M. 3, 1948, IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 AU1613'IS STAMPED MORGAN 1931 NO. 3, AND PROJECTS 6 INCHES.  IT IS
 AU1613'26 FEET W OF THE CANAL BANK AND 78 FEET NE OF A LARGE LIVE
 AU1613'OAK TREE.
 AU1613'
 AU1613'R.M. 1 COULD NOT BE FOUND.  THIS IS NOW A BOAT STATION.
 AU1613
 AU1613                          STATION RECOVERY (1955)
 AU1613
 AU1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU1613'1.3 MI. NW ALONG FRONT STREET FROM THE E END OF THE TEXAS AND
 AU1613'NEW ORLEANS RAILROAD BRIDGE OVER THE ATCHAFALAYA RIVER AT MORGAN
 AU1613'CITY, THENCE 0.7 MI. NE ALONG LEVEE ROAD, 200 FT. NW OF THE
 AU1613'CENTERLINE OF LEVEE ROAD, 100 FT. N OF THE N CORNER OF THE
 AU1613'ROSSEN MARINE REPAIR SHOP, 61 FT. SE OF A 50-IN. OAK TREE,
 AU1613'32 FT. NE OF A 36-IN. OAK TREE, 190 FT. SE OF THE SE BANK
 AU1613'OF THE ATCHAFALAYA RIVER, 4 FT. NW OF THE NW EDGE OF A BORROW
 AU1613'PIT, 1.5 FT. NE OF A WITNESS POST, A TRIANGULATION-STATION
 AU1613'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT.
 AU1613'ABOVE THE GROUND, AND STAMPED MORGAN 1931.
 AU1613'
 AU1613'REFERENCE MARK 2 IS 146.7 FT. NW OF THE TRIANGULATION STATION,
 AU1613'45 FT. SE OF THE SE BANK OF THE ATCHAFALAYA RIVER, 36 FT. SE
 AU1613'OF A 60-IN. OAK TREE, 2 FT. SE OF A WITNESS POST, A REFERENCE-MARK
 AU1613'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT.
 AU1613'ABOVE THE GROUND, AND STAMPED MORGAN NO 2 1931.
 AU1613'
 AU1613'REFERENCE MARK 3 IS 120.6 FT. SW OF THE TRIANGULATION STATION,
 AU1613'200 FT. NW OF THE W CORNER OF THE ROSSEN MARINE REPAIR SHOP,
 AU1613'24 FT. NW OF THE NW EDGE OF A BORROW PIT, SET IN THE TOP OF
 AU1613'A CONCRETE POST PROJECTING 0.6 FT. ABOVE THE GROUND, AND
 AU1613'STAMPED MORGAN NO 3 1931.
 AU1613
 AU1613                          STATION RECOVERY (1957)
 AU1613
 AU1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU1613'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU1613'THE DESCRIPTION BY C.W.C. IN 1948 IS ADEQUATE.
 AU1613
 AU1613                          STATION RECOVERY (1965)
 AU1613
 AU1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1613'THE STATION MARK, STAMPED MORGAN 1931, IS ABOUT 0.4 MILE WEST
 AU1613'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT MORGAN
 AU1613'CITY, THENCE 1.3 MILES NORTHWEST ALONG FRONT STREET, THENCE
 AU1613'0.75 MILE NORTHEAST ALONG A DIRT LEVEE, IN FRACTIONAL SECTION
 AU1613'34, R 12 E, T 15 S, ABOUT 130 YARDS NORTH OF AND ACROSS THE
 AU1613'LEVEE AND A NARROW CHANNEL FROM THE JUNCTION OF NORTH 6TH
 AU1613'STREET AND LEVEE ROAD, 120.6 FEET NORTHEAST OF MORGAN R.M. 3,
 AU1613'146.6 FEET SOUTHEAST OF MORGAN R.M. 2, 59 FEET SOUTH OF A
 AU1613'50-INCH OAK TREE, 34 FEET NORTHEAST OF A 36-INCH OAK TREE,
 AU1613'2-1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF A NARROW
 AU1613'CHANNEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 AU1613'INCHES.
 AU1613'
 AU1613'R.M. 2, STAMPED MORGAN R.M. 2 1931, 146.6 FEET NORTHWEST
 AU1613'OF MORGAN 1931, ABOUT 130 YARDS NORTH OF AND ACROSS THE LEVEE
 AU1613'AND A NARROW CHANNEL FROM THE JUNCTION OF NORTH 6TH STREET
 AU1613'AND LEVEE ROAD, 42 FEET SOUTHEAST OF A 60-INCH OAK TREE WHICH
 AU1613'IS LOCATED ON THE SOUTHEAST EDGE OF THE ATCHAFALAYA RIVER,
 AU1613'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AU1613'
 AU1613'R.M. 3, STAMPED MORGAN R.M. 3 1931, 120.6 FEET SOUTHWEST OF
 AU1613'MORGAN 1931, ABOUT 130 YARDS NORTH OF AND ACROSS THE LEVEE
 AU1613'AND A NARROW CHANNEL FROM THE JUNCTION OF NORTH 6TH STREET AND
 AU1613'LEVEE ROAD, 25 FEET NORTHWEST EDGE OF A NARROW CHANNEL, AND
 AU1613'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AU1613
 AU1613                          STATION RECOVERY (1965)
 AU1613
 AU1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1613'2.45 MI N FROM MORGAN CITY.
 AU1613'ABOUT 0.4 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AU1613'STATION AT MORGAN CITY, THENCE 1.3 MILES NORTHWEST ALONG FRONT STREET,
 AU1613'THENCE 0.75 MILE NORTHEAST ALONG A DIRT LEVEE, IN FRACTIONAL SECTION
 AU1613'34, R 12 E, T 15 S, ABOUT 130 YARDS NORTH OF AND ACROSS THE LEVEE AND
 AU1613'A NARROW CHANNEL FROM THE JUNCTION OF NORTH 6TH STREET AND LEVEE ROAD,
 AU1613'120.6 FEET NORTHEAST OF MORGAN R.M. 3, 146.6 FEET SOUTH EAST OF MORGAN
 AU1613'R.M. 2, 59 FEET SOUTH OF A 50-INCH OAK TREE, 34 FEET NORTHEAST OF A
 AU1613'36-INCH OAK TREE, 2 1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 AU1613'NARROW CHANNEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 AU1613'INCHES.
 AU1613
 AU1613                          STATION RECOVERY (1969)
 AU1613
 AU1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AU1613'THE STATION WAS VISITED 6-2-69 AND THE STATION AND REFERENCE
 AU1613'MARK NO. 2 AND NO. 3 WERE FOUND IN GOOD CONDITION.  THE STATION
 AU1613'IS NEAR THE EDGE OF THE BANK OF THE CANAL DREDGED BETWEEN
 AU1613'THE RIVER AND THE LEVEE.
 AU1613'
 AU1613'A NEW STATION MORGAN 2 1969 WAS ESTABLISHED ON THE TOP OF THE
 AU1613'LEVEE 285.74 FEET SOUTH OF THE STATION.  THE STATION AND
 AU1613'REFERENCE MARKS WERE LEFT AS FOUND AT THIS DATE.  THE DIRECTION
 AU1613'TO REFERENCE MARK NO 2 FAILED TO CHECK.  A NEW DESCRIPTION
 AU1613'FOLLOWS--
 AU1613'
 AU1613'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF MORGAN CITY ON
 AU1613'A SMALL STRIP OF LAND BETWEEN A DUG CANAL AND THE ATCHAFALAYA
 AU1613'RIVER, NORTHWEST OF THE LEVEE AND ABOUT 100 YARDS NORTH OF
 AU1613'THE END OF SIXTH STREET IT IS 59 FEET SOUTH OF A 4-FOOT
 AU1613'OAK TREE, 34 FEET NE OF A 4-FOOT OAK TREE, 2.5 FEET NW OF
 AU1613'THE NW BANK OF THE CANAL, 195 FEET SE OF THE SE BANK OF THE
 AU1613'ATCHAFALAYA RIVER AND 1 FOOT NW OF A METAL WITNESS POST.  IT
 AU1613'IS A TRIANGULATION STATION DISK STAMPED MORGAN 1931, PROJECTS
 AU1613'8 INCHES.
 AU1613'
 AU1613'REFERENCE MARK NO. 2 IS 146.83 FEET WNW OF THE STATION, 42
 AU1613'FEET SE A LARGE OAK TREE, 45 FEET SE OF THE SE BANK OF THE
 AU1613'ATCAHAFALAYA RIVER 150 FEET NW OF THE NW BANK OF THE CANAL
 AU1613'AND 1 FOOT E. OF A METAL WITNESS POST.  IT IS A REFERENCE
 AU1613'MARK DISK, STAMPED MORGAN NO 2 1931, PROJECTING 6 INCHES.
 AU1613'
 AU1613'REFERENCE MARK NO. 3 IS 121.06 FEET W OF THE STATION, 84 FEET
 AU1613'SOUTHWEST OF A 3-FOOT OAK TREE, 25 FEET N. OF THE BANK OF
 AU1613'THE CANAL, 1 FOOT S. OF A METAL WITNESS POST, 11 FEET SOUTHEAST
 AU1613'OF A 12-INCH LIVE OAK TREE.  IT IS A REFERENCE MARK DISK,
 AU1613'STAMPED MORGAN NO 3 1931, PROJECTING 4 INCHES.
 AU1613'
 AU1613'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 AU1613'ARCAH ATCAHAFALAYA RIVER ON U.S. HIGHWAY 90 GO EAST ON U.S.
 AU1613'HIGHWAY 90 FOR 0.3 MILE TO SIXTH STREET, TURN LEFT ON SIXTH
 AU1613'STREET AND GO NORTHWEST ABOUT 1.3 MILES TO THE END OF THE
 AU1613'STREET AND THE LEVEE AND THE STATION ABOUT 100 YARDS NORTH
 AU1613'AND ACROSS THE CANAL.
 AU1613'
 AU1613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES N. OF
 AU1613'MORGAN CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3061 ***********************************************************************
 CQ3061  DESIGNATION -  MORGAN
 CQ3061  PID         -  CQ3061
 CQ3061  STATE/COUNTY-  LA/WEBSTER
 CQ3061  USGS QUAD   -  SHONGALOO (1981)
 CQ3061
 CQ3061                         *CURRENT SURVEY CONTROL
 CQ3061  ___________________________________________________________________
 CQ3061* NAD 83(1992)-  32 58 52.39636(N)    093 16 06.48956(W)     ADJUSTED  
 CQ3061* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 CQ3061  ___________________________________________________________________
 CQ3061  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CQ3061  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ3061
 CQ3061  HORZ ORDER  -  SECOND
 CQ3061
 CQ3061.The horizontal coordinates were established by classical geodetic methods
 CQ3061.and adjusted by the National Geodetic Survey in September 1999..
 CQ3061
 CQ3061.The orthometric height was scaled from a topographic map.
 CQ3061
 CQ3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3061
 CQ3061.The geoid height was determined by GEOID03.
 CQ3061
 CQ3061;                    North         East     Units Scale Factor Converg.
 CQ3061;SPC LA N     -   275,377.567   928,163.224   MT  1.00008687   -0 24 22.6
 CQ3061;SPC LA N     -   903,467.90  3,045,148.84   sFT  1.00008687   -0 24 22.6
 CQ3061;SPC AR S     -   435,624.067   281,425.203   MT  1.00008594   -0 42 35.8
 CQ3061;SPC AR S     - 1,429,209.96    923,309.19   sFT  1.00008594   -0 42 35.8
 CQ3061;UTM  15      - 3,649,237.121   474,915.365   MT  0.99960776   -0 08 46.1
 CQ3061
 CQ3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3061!SPC LA N     -   0.99998402  x   1.00008687  =   1.00007089
 CQ3061!SPC AR S     -   0.99998402  x   1.00008594  =   1.00006996
 CQ3061!UTM  15      -   0.99998402  x   0.99960776  =   0.99959178
 CQ3061
 CQ3061:                Primary Azimuth Mark                     Grid Az
 CQ3061:SPC LA N     -  MORGAN AZ MK                             005 38 57.8
 CQ3061:SPC AR S     -  MORGAN AZ MK                             005 57 11.0
 CQ3061:UTM  15      -  MORGAN AZ MK                             005 23 21.3
 CQ3061
 CQ3061|---------------------------------------------------------------------|
 CQ3061| PID    Reference Object                     Distance      Geod. Az  |
 CQ3061|                                                           dddmmss.s |
 CQ3061| CX6776 MORGAN AZ MK                                       0051435.2 |
 CQ3061| CX6777 MORGAN RM 1                          36.134 METERS 07028     |
 CQ3061| CX6778 MORGAN RM 2                          39.587 METERS 15134     |
 CQ3061| CQ3062 SHONGALOO FIRE TOWER LFC            APPROX.11.7 KM 2261839.2 |
 CQ3061| DL1486 WALKERVILLE FIRE TOWER 99 AFC       APPROX.10.9 KM 3360402.5 |
 CQ3061|---------------------------------------------------------------------|
 CQ3061
 CQ3061                          SUPERSEDED SURVEY CONTROL
 CQ3061
 CQ3061  NAD 83(1992)-  32 58 52.40329(N)    093 16 06.47789(W) AD(       ) 2
 CQ3061  NAD 83(1986)-  32 58 52.40787(N)    093 16 06.47936(W) AD(       ) 2
 CQ3061  NAD 27      -  32 58 51.91000(N)    093 16 05.87400(W) AD(       ) 2
 CQ3061
 CQ3061.Superseded values are not recommended for survey control.
 CQ3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3061.See file dsdata.txt to determine how the superseded data were derived.
 CQ3061
 CQ3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7491549237(NAD 83)
 CQ3061_MARKER: DS = TRIANGULATION STATION DISK
 CQ3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3061
 CQ3061  HISTORY     - Date     Condition        Report By
 CQ3061  HISTORY     - 1950     MONUMENTED       CGS
 CQ3061  HISTORY     - 1950     GOOD             CGS
 CQ3061  HISTORY     - 19750515 MARK NOT FOUND   USGS
 CQ3061
 CQ3061                          STATION DESCRIPTION
 CQ3061
 CQ3061'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3061'THE STATION IS LOCATED ABOUT 7.0 MILES WEST-NORTHWEST OF
 CQ3061'HAYNESVILLE AND 3-1/4 MILES NORTHEAST OF SHONGALOO ON THE
 CQ3061'HIGHEST POINT OF A PROMINENT BARE HILL SURROUNDED BY EXCAVATIONS
 CQ3061'FOR GRAVEL AND ON LAND OWNED BY MILLER AND BEAN OF HAYNESVILLE.
 CQ3061'IT IS 0.05 MILE EAST OF A GRADED GRAVELED ROAD, 125 FEET WEST OF
 CQ3061'THE CENTER OF TRACK ROAD AND 3 FEET SOUTHEAST OF WITNESS POST.  IT
 CQ3061'IS STAMPED MORGAN 1950 AND PROJECTS 2 INCHES.
 CQ3061'
 CQ3061'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 36 FEET WEST
 CQ3061'OF THE CENTER OF TRACK ROAD AND ON ABOUT THE SAME ELEVATION AS
 CQ3061'STATION MARK.  IT IS STAMPED MORGAN NO 1 1950 AND PROJECTS 2
 CQ3061'INCHES.
 CQ3061'
 CQ3061'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 35 FEET WEST
 CQ3061'OF THE CENTER OF TRACK ROAD AND ON ABOUT THE SAME ELEVATION
 CQ3061'AS STATION MARK.  IT IS STAMPED MORGAN NO 2 1950 AND PROJECTS
 CQ3061'3 INCHES.
 CQ3061'
 CQ3061'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 161.75 FEET.
 CQ3061'
 CQ3061'THE AZIMUTH MARK IS ABOUT 0.75 MILE NORTH-NORTHEAST OF THE
 CQ3061'STATION, SET IN THE NORTH EDGE OF SCHOOL AND CHURCH YARD, 42 FEET
 CQ3061'NORTHWEST OF WATER WELL, 35 FEET SOUTH OF THE CENTER OF EAST-WEST
 CQ3061'GRADED ROAD AND 1 FOOT SOUTH OF WITNESS POST.  IT IS STAMPED
 CQ3061'MORGAN 1950 AND PROJECTS 3 INCHES.
 CQ3061'
 CQ3061'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 66 AND
 CQ3061'70 IN SHONGALOO, GO NORTH ON STATE ROUTE 66 FOR ABOUT 4.0
 CQ3061'MILES TO CROSSROAD AT R.G. HAYNES ESSO SERVICE STATION AND
 CQ3061'STORE IN OLD SHONGALOO, TURN RIGHT AND GO EAST AND NORTH ON
 CQ3061'GRADED ROAD TOWARD HAYNESVILLE FOR 1.85 MILES TO T-ROAD RIGHT,
 CQ3061'TURN RIGHT AND GO EAST FOR 0.85 MILE TO CHURCH AND SCHOOL
 CQ3061'HOUSE ON RIGHT AND AZIMUTH MARK AS DESCRIBED, CONTINUE EAST FOR
 CQ3061'0.4 MILE TO T-ROAD RIGHT, TURN RIGHT AND FOLLOW WINDING ROAD
 CQ3061'SOUTH FOR 1.2 MILES TO TOP OF HILL AND FORKS, BEAR LEFT FOR
 CQ3061'ABOUT 100 FEET TO A DIM TRACK ROAD LEADING SOUTH OVER HILL
 CQ3061'SURROUNDED BY EXCAVATIONS, TURN RIGHT AND FOLLOW DIM TRACK
 CQ3061'ROAD SOUTH FOR 0.15 MILE TO TOP OF HILL AND STATION JUST
 CQ3061'WEST AS DESCRIBED.
 CQ3061'
 CQ3061'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CQ3061
 CQ3061                          STATION RECOVERY (1950)
 CQ3061
 CQ3061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 CQ3061'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CQ3061'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE, WITH
 CQ3061'THE EXCEPTION OF THE PROPERTY OWNER.  THIS LAND IS OWNED BY
 CQ3061'VICTOR E. MORGAN, ROUTE 2, SHONGALOO, LOUISIANA.
 CQ3061'
 CQ3061'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ3061'MORGAN 1950.
 CQ3061'
 CQ3061'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ3061'MORGAN NO 1 1950.
 CQ3061'
 CQ3061'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ3061'MORGAN NO 2 1950.
 CQ3061'
 CQ3061'THE AZIMUTH MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ3061'MORGAN 1950.
 CQ3061'
 CQ3061'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 CQ3061'CONCRETE POSTS.
 CQ3061
 CQ3061                          STATION RECOVERY (1975)
 CQ3061
 CQ3061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DLH)
 CQ3061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2350 ***********************************************************************
 AU2350  DESIGNATION -  MORGAN 2
 AU2350  PID         -  AU2350
 AU2350  STATE/COUNTY-  LA/ST MARY
 AU2350  USGS QUAD   -  MORGAN CITY (1994)
 AU2350
 AU2350                         *CURRENT SURVEY CONTROL
 AU2350  ___________________________________________________________________
 AU2350* NAD 83(1992)-  29 43 04.83764(N)    091 12 44.70355(W)     ADJUSTED  
 AU2350* NAVD 88     -         4.9  **(meters)      16.   **(feet)  VERTCON   
 AU2350  **This station is located in a subsidence area (see below).
 AU2350  ___________________________________________________________________
 AU2350  X           -    -117,301.841 (meters)                     COMP
 AU2350  Y           -  -5,542,559.707 (meters)                     COMP
 AU2350  Z           -   3,143,254.177 (meters)                     COMP
 AU2350  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU2350  ELLIP HEIGHT-         -21.18  (meters)          (06/26/02) GPS OBS
 AU2350  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AU2350
 AU2350  HORZ ORDER  -  SECOND
 AU2350  ELLP ORDER  -  FOURTH    CLASS II
 AU2350
 AU2350.The horizontal coordinates were established by classical geodetic methods
 AU2350.and adjusted by the National Geodetic Survey in January 1993..
 AU2350
 AU2350 ** The orthometric height has not been validated since last determined
 AU2350 ** by differential leveling and should not be used for control purposes.
 AU2350 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2350 ** area with valid NAVD 88 orthometric heights.
 AU2350 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2350 ** epoch indicated which incorporates improved geoid heights for the
 AU2350 ** Southern Louisiana Subsidence area.
 AU2350 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2350
 AU2350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2350
 AU2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2350
 AU2350.The ellipsoidal height was determined by GPS observations
 AU2350.and is referenced to NAD 83.
 AU2350
 AU2350.The geoid height was determined by GEOID03.
 AU2350
 AU2350;                    North         East     Units Scale Factor Converg.
 AU2350;SPC LA S     -   135,016.219 1,011,698.818   MT  0.99993785   +0 03 37.7
 AU2350;SPC LA S     -   442,965.71  3,319,215.21   sFT  0.99993785   +0 03 37.7
 AU2350;UTM  15      - 3,288,876.704   672,907.897   MT  0.99996889   +0 53 11.0
 AU2350
 AU2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2350!SPC LA S     -   1.00000333  x   0.99993785  =   0.99994118
 AU2350!UTM  15      -   1.00000333  x   0.99996889  =   0.99997222
 AU2350
 AU2350|---------------------------------------------------------------------|
 AU2350| PID    Reference Object                     Distance      Geod. Az  |
 AU2350|                                                           dddmmss.s |
 AU2350| AU1613 MORGAN                               87.096 METERS 00730     |
 AU2350| AU3383 L005                                416.254 METERS 0494317.8 |
 AU2350| AU2370 MORGAN 1931 TEMP POINT A             56.245 METERS 05419     |
 AU2350| CW1056 MORGAN 2 RM 4                        49.923 METERS 08901     |
 AU2350| AU2360 51A013                              APPROX. 2.1 KM 1552635.6 |
 AU2350| CW1057 MORGAN 2 RM 5                        40.380 METERS 17231     |
 AU2350| AU2371 MORGAN 1931 RM 3                     81.286 METERS 34230     |
 AU2350|---------------------------------------------------------------------|
 AU2350
 AU2350                          SUPERSEDED SURVEY CONTROL
 AU2350
 AU2350  ELLIP H (01/21/93)  -21.06   (m)                       GP(       ) 4 2
 AU2350  NAD 83(1986)-  29 43 04.86048(N)    091 12 44.69968(W) AD(       ) 2
 AU2350  NAD 27      -  29 43 04.11650(N)    091 12 44.32819(W) AD(       ) 2
 AU2350  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 AU2350
 AU2350.Superseded values are not recommended for survey control.
 AU2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2350.See file dsdata.txt to determine how the superseded data were derived.
 AU2350
 AU2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7290888877(NAD 83)
 AU2350_MARKER: DS = TRIANGULATION STATION DISK
 AU2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2350_SP_SET: CONCRETE POST
 AU2350_STAMPING: MORGAN 2 1969
 AU2350_MARK LOGO: CGS   
 AU2350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2350+STABILITY: SURFACE MOTION
 AU2350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2350+SATELLITE: SATELLITE OBSERVATIONS - February 16, 1990
 AU2350
 AU2350  HISTORY     - Date     Condition        Report By
 AU2350  HISTORY     - 1969     MONUMENTED       CGS
 AU2350  HISTORY     - 1969     GOOD             CGS
 AU2350  HISTORY     - 1986     GOOD             GEOHYD
 AU2350  HISTORY     - 19900216 SEE DESCRIPTION  GWMSI
 AU2350
 AU2350                          STATION DESCRIPTION
 AU2350
 AU2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AU2350'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF MORGAN CITY, AT
 AU2350'THE JUNCTION OF SIXTH STREET AND LEVEE ROAD, IN THE CENTER
 AU2350'AND ON THE TOP OF THE LEVEE, ON THE NORTH PROJECTING OF THE
 AU2350'EAST CURB OF N. SIXTH STREET.  IT IS 95 FEET NORTH OF THE
 AU2350'CENTER OF THE MANHOLE IN THE JUNCTION OF SIXTH STREE AND LEVEE
 AU2350'ROAD, 86 FEET NORTH OF THE CENTER OF LEVEE ROAD, 167 FEET
 AU2350'WEST OF A POWER POLE, 126 FEET NORTH OF POWER POLE NO. 12,
 AU2350'20 FEET NORTHWEST OF THE SOUTHEAST SHOULDER OF THE LEVEE
 AU2350'AND 19 FEET SOUTHEAST OF THE NORTHWEST SHOULDER OF THE LEVEE.
 AU2350'IT IS A STANDARD TRIANGULATION STATION DISK, STAMPED MORGAN
 AU2350'2 1969 SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES
 AU2350'BELOW THE SURFACE OF THE LEVEE.
 AU2350'
 AU2350'REFERENCE MARK NO. 3 IS 266.68 FEET NORTH OF THE STATION AND
 AU2350'ACROSS THE CANAL FROM THE STATION.  IT IS 84 FEET SOUTHWEST
 AU2350'OF A 3-FOOT OAK TREE, 25 FEET NORTH OF THE BANK OF THE CANAL,
 AU2350'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 AU2350'MARK DISK, STAMPED MORGAN NO 3 1931, PROJECTING 4 INCHES.
 AU2350'
 AU2350'REFERENCE MARK NO. 4 IS 163.79 FEET EAST OF THE STATION.  IT
 AU2350'IS 19 FEET SOUTH OF THE CENTER OF LEVEE ROAD, 154 FEET NE
 AU2350'OF THE CENTER OF SIXTH STREET, 3.2 FEET NW OF A POWER POLE
 AU2350'AND 1 FOOT SOUTHEAST OF A WITNESS POST.  IT IS A REFERENCE
 AU2350'MARK DISK, STAMPED MORGAN 2 NO 4 1969, PROJECTING 6 INCHES.
 AU2350'
 AU2350'REFERENCE MARK NO. 5 IS 132.48 FEET SOUTH OF THE STATION,
 AU2350'AT THE SOUTH CORNER OF A CATCH BASIN, 23 FEET SW OF THE CENTER
 AU2350'OF SIXTH STREET, 1.5 FEET NE OF A FENCE CORNER AND WITNESS
 AU2350'POST, 6.6 FEET EAST OF POWER POLE NO. 12 AND 27 FEET SOUTHEAST
 AU2350'OF THE CENTER OF LEVEE ROAD.  IT IS A REFERENCE MARK DISK
 AU2350'STAMPED MORGAN 2 NO 5 1969, PROJECTING 6 INCHES.
 AU2350'
 AU2350'51A013 (LDH) USED AS THE AZIMUTH MARK IS 1.25 MILE SSE OF
 AU2350'THE STATION IN THE SE ANGLE OF THE INTERSECTION OF SIXTH
 AU2350'STREET AND BRASHEAR AVE, 6 FEET NE OF THE PROJECTED CENTER
 AU2350'OF SIXTHE STREET LEADING NORTH, 37 FEET SE OF THE SCENTER
 AU2350'OF BRASHEAR AVE., 23 FEET NE OF THE CENTER OF SIXTH STREET
 AU2350'LEADING SOUTH, 31 FEET NORTH OF A FIRE HYDRANT, 36.4 NORTHWEST
 AU2350'OF A POWER POLE AND 61.5 FEET WEST OF THE WEST END OF THE
 AU2350'ISLAND FOR THE GAS PUMPS AT THE BILLUPS SERVICE STATION.  IT
 AU2350'IS A C AND GS AND STATE SURVEY DISK STAMPED 51A013 SET IN A
 AU2350'DRILL HOLE IN THE CONCRETE DRIVEWAY.
 AU2350'
 AU2350'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER
 AU2350'THE ATCAHAFALAYA RIVER ON U.S. HIGHWAY 90, GO EAST ON U.S.
 AU2350'HIGHWAY 90 FOR 0.3 MILE TO ITS JUNCTION WITH SIXTH STREET
 AU2350'AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 AU2350'TURN LEFT AND GO NORTHWEST ON SIXTH STREET FOR 1.3 MILE TO THE
 AU2350'STATION ON THE LEVEE AT THE END OF SIXTH STREET.
 AU2350
 AU2350                          STATION RECOVERY (1969)
 AU2350
 AU2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AU2350'RECOVERED IN GOOD CONDITION.
 AU2350
 AU2350                          STATION RECOVERY (1986)
 AU2350
 AU2350'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU2350'THE STATION MARK AND REFERENCE MARK 5 WERE FOUND IN GOOD CONDITION.
 AU2350'THE STATION IS NOW ABOUT 2 FEET BELOW THE GROUND SURFACE AND IS
 AU2350'STAMPED---MORGAN 2 1969 LMS 509---.  ADDITIONAL MEASUREMENTS ARE THE
 AU2350'STATION IS 13.3 FEET SOUTH OF THE LEVEE FLOOD WALL AND 22.5 FEET
 AU2350'SOUTHWEST OF STAIRSTEPS OVER FLOOD WALL.  REFERENCE MARK 5 IS NOW
 AU2350'REINFORCED WITH CONCRETE ON THE SOUTH SIDE OF MONUMENT AND THE WITNESS
 AU2350'POST IS NOW MISSING.  THE WITNESS SIGN IS NAILED TO POWER LINE POLE
 AU2350'MENTIONED IN 1969.
 AU2350'
 AU2350'THE 1969 TO REACH IS ADEQUATE TO REACH STATION WITH THE EXECPTION OF.
 AU2350'TO REACH THE STATION FROM END OF BRIDE ON OLD US HIGHWAY 90.  THE
 AU2350'MILEAGE IS ACCURATE.
 AU2350
 AU2350                          STATION RECOVERY (1990)
 AU2350
 AU2350'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU2350'TO REACH DESCRIPTION AND REFERENCE TIES ARE ADEQUATE.
 AU2350'LEVEE HAS BEEN FILLED AND THE STATION MARK IS NOW 2.5 FEET BELOW
 AU2350'GROUND. A 55 GALLON BARREL HAS BEEN PLACED OVER THE MARK TO ALLOW
 AU2350'ACCESS. THE BARREL EXTENDS ABOUT 0.75 FEET ABOVE GROUND.
 AU2350'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF MORGAN CITY, AT
 AU2350'THE JUNCTION OF SIXTH STREET AND LEVEE ROAD, IN THE CENTER
 AU2350'AND ON THE TOP OF THE LEVEE, ON THE NORTH PROJECTING OF THE
 AU2350'EAST CURB OF N. SIXTH STREET.  IT IS 95 FEET NORTH OF THE
 AU2350'CENTER OF THE MANHOLE IN THE JUNCTION OF SIXTH STREE AND LEVEE
 AU2350'ROAD, 86 FEET NORTH OF THE CENTER OF LEVEE ROAD, 167 FEET
 AU2350'WEST OF A POWER POLE, 126 FEET NORTH OF POWER POLE NO. 12,
 AU2350'20 FEET NORTHWEST OF THE SOUTHEAST SHOULDER OF THE LEVEE
 AU2350'AND 19 FEET SOUTHEAST OF THE NORTHWEST SHOULDER OF THE LEVEE.
 AU2350'IT IS A STANDARD TRIANGULATION STATION DISK, STAMPED MORGAN
 AU2350'2 1969 SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES
 AU2350'BELOW THE SURFACE OF THE LEVEE.
 AU2350'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER
 AU2350'THE ATCAHAFALAYA RIVER ON U.S. HIGHWAY 90, GO EAST ON U.S.
 AU2350'HIGHWAY 90 FOR 0.3 MILE TO ITS JUNCTION WITH SIXTH STREET
 AU2350'AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 AU2350'TURN LEFT AND GO NORTHWEST ON SIXTH STREET FOR 1.3 MILE TO THE
 AU2350'STATION ON THE LEVEE AT THE END OF SIXTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3264 ***********************************************************************
 AU3264  DESIGNATION -  MORGAN CITY
 AU3264  PID         -  AU3264
 AU3264  STATE/COUNTY-  LA/ST MARY
 AU3264  USGS QUAD   -  MORGAN CITY (1994)
 AU3264
 AU3264                         *CURRENT SURVEY CONTROL
 AU3264  ___________________________________________________________________
 AU3264* NAD 83(1992)-  29 41 43.42495(N)    091 12 37.86368(W)     ADJUSTED  
 AU3264* NAVD 88     -         1.9  **(meters)       6.   **(feet)  VERTCON   
 AU3264  **This station is located in a subsidence area (see below).
 AU3264  ___________________________________________________________________
 AU3264  X           -    -117,144.236 (meters)                     COMP
 AU3264  Y           -  -5,543,803.018 (meters)                     COMP
 AU3264  Z           -   3,141,075.408 (meters)                     COMP
 AU3264  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU3264  ELLIP HEIGHT-         -24.12  (meters)          (07/18/02) GPS OBS
 AU3264  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3264
 AU3264  HORZ ORDER  -  FIRST
 AU3264  ELLP ORDER  -  FOURTH    CLASS II
 AU3264
 AU3264.The horizontal coordinates were established by GPS observations
 AU3264.and adjusted by the National Geodetic Survey in January 1993..
 AU3264
 AU3264 ** The orthometric height has not been validated since last determined
 AU3264 ** by differential leveling and should not be used for control purposes.
 AU3264 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3264 ** area with valid NAVD 88 orthometric heights.
 AU3264 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3264 ** epoch indicated which incorporates improved geoid heights for the
 AU3264 ** Southern Louisiana Subsidence area.
 AU3264 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3264
 AU3264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3264
 AU3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3264
 AU3264.The ellipsoidal height was determined by GPS observations
 AU3264.and is referenced to NAD 83.
 AU3264
 AU3264.The geoid height was determined by GEOID03.
 AU3264
 AU3264;                    North         East     Units Scale Factor Converg.
 AU3264;SPC LA S     -   132,509.793 1,011,885.330   MT  0.99993987   +0 03 41.1
 AU3264;SPC LA S     -   434,742.55  3,319,827.12   sFT  0.99993987   +0 03 41.1
 AU3264;UTM  15      - 3,286,373.149   673,130.511   MT  0.99996984   +0 53 12.2
 AU3264
 AU3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3264!SPC LA S     -   1.00000379  x   0.99993987  =   0.99994366
 AU3264!UTM  15      -   1.00000379  x   0.99996984  =   0.99997363
 AU3264
 AU3264                          SUPERSEDED SURVEY CONTROL
 AU3264
 AU3264  ELLIP H (01/21/93)  -24.04   (m)                       GP(       ) 4 2
 AU3264  NAD 83(1986)-  29 41 43.44732(N)    091 12 37.86013(W) AD(       ) 1
 AU3264  NGVD 29 (04/21/89)    1.9    (m)            6.     (f) GPS OBS        
 AU3264
 AU3264.Superseded values are not recommended for survey control.
 AU3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3264.See file dsdata.txt to determine how the superseded data were derived.
 AU3264
 AU3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7313186373(NAD 83)
 AU3264_MARKER: I = METAL ROD
 AU3264_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3264_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3264+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3264
 AU3264  HISTORY     - Date     Condition        Report By
 AU3264  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3264
 AU3264                          STATION DESCRIPTION
 AU3264
 AU3264'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3264'THE STATION IS LOCATED IN MORGAN CITY AT THE INTERSECTION OF FRONT
 AU3264'AND ERERET STREETS.  BETWEEN A TALL CONCRETE FLOOD WALL AND THE
 AU3264'ATCHAFALAYA RIVER, AT THE WEST END OF WOOD WHARF AND ON CITY PROPERTY.
 AU3264'
 AU3264'THE STATION IS THE MOST SOUTHERLY ONE OF TWO STAINLESS STEEL RODS
 AU3264'DRIVEN IN THE GROUND, ENCASED IN A WHITE PVC PIPE THAT IS SET IN
 AU3264'CONCRETE.  THE PVC PIPE PROJECTS ABOUT 2 INCHES.  IT IS 35.3 FEET
 AU3264'SOUTHWEST OF THE SOUTH FACE OF THE FLOOD WALL, 14.5 FEET NORTHEAST OF
 AU3264'THE WATER EDGE OF THE ATCHAFALAYA RIVER, 7.3 FEET SOUTHWEST OF A METAL
 AU3264'NO PARKING SIGN AND 1.8 FEET NORTHWEST OF THE NORTHWEST END OF A WOOD
 AU3264'WHARF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3477 ***********************************************************************
 AU3477  DESIGNATION -  MORGAN CITY ALLEN TV CABLE MST
 AU3477  PID         -  AU3477
 AU3477  STATE/COUNTY-  LA/ST MARY
 AU3477  USGS QUAD   -  MORGAN CITY (1994)
 AU3477
 AU3477                         *CURRENT SURVEY CONTROL
 AU3477  ___________________________________________________________________
 AU3477* NAD 83(1992)-  29 43 16.16260(N)    091 12 18.26987(W)     ADJUSTED  
 AU3477* NAVD 88     -        63.1  **(meters)     207.   **(feet)  VERTCON   
 AU3477  **This station is located in a subsidence area (see below).
 AU3477  ___________________________________________________________________
 AU3477  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU3477  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AU3477
 AU3477  HORZ ORDER  -  THIRD
 AU3477
 AU3477.The horizontal coordinates were established by classical geodetic methods
 AU3477.and adjusted by the National Geodetic Survey in January 1993..
 AU3477
 AU3477 ** The orthometric height has not been validated since last determined
 AU3477 ** by differential leveling and should not be used for control purposes.
 AU3477 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3477 ** area with valid NAVD 88 orthometric heights.
 AU3477 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3477 ** epoch indicated which incorporates improved geoid heights for the
 AU3477 ** Southern Louisiana Subsidence area.
 AU3477 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3477
 AU3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3477
 AU3477.The geoid height was determined by GEOID03.
 AU3477
 AU3477;                    North         East     Units Scale Factor Converg.
 AU3477;SPC LA S     -   135,365.676 1,012,408.846   MT  0.99993759   +0 03 50.9
 AU3477;SPC LA S     -   444,112.22  3,321,544.69   sFT  0.99993759   +0 03 50.9
 AU3477;UTM  15      - 3,289,236.372   673,612.837   MT  0.99997191   +0 53 24.4
 AU3477
 AU3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3477!SPC LA S     -   0.99999411  x   0.99993759  =   0.99993170
 AU3477!UTM  15      -   0.99999411  x   0.99997191  =   0.99996602
 AU3477
 AU3477                          SUPERSEDED SURVEY CONTROL
 AU3477
 AU3477  NAD 83(1986)-  29 43 16.18916(N)    091 12 18.26370(W) AD(       ) 4
 AU3477  NGVD 29 (09/04/92)   63.2    (m)          207.     (f) VERT ANG       
 AU3477
 AU3477.Superseded values are not recommended for survey control.
 AU3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3477.See file dsdata.txt to determine how the superseded data were derived.
 AU3477
 AU3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7361389236(NAD 83)
 AU3477_MARKER: 42 = RADIO/TV MAST
 AU3477
 AU3477  HISTORY     - Date     Condition        Report By
 AU3477  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3477
 AU3477                          STATION DESCRIPTION
 AU3477
 AU3477'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3477'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF MORGAN CITY, NEAR THE
 AU3477'INTERSECTION OF SHAW STREET AND SHAW DRIVE.  THE POINT INTERSECTED WAS
 AU3477'THE RED LIGHT ATOP THE ALLEN TV CABLE MAST.  IT IS A SLENDER STEEL
 AU3477'MAST PAINTED ALTERNATELY RED AND WHITE, WITH FIFTEEN ANTENNAS ATTACHED
 AU3477'TO THE STEEL STRUCTURE, LIGHTED, GUYED AND HAS AN OVERALL HEIGHT OF
 AU3477'60.9 METERS (200 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3478 ***********************************************************************
 AU3478  DESIGNATION -  MORGAN CITY AT+T MICRO TOWER
 AU3478  PID         -  AU3478
 AU3478  STATE/COUNTY-  LA/ST MARY
 AU3478  USGS QUAD   -  MORGAN CITY (1994)
 AU3478
 AU3478                         *CURRENT SURVEY CONTROL
 AU3478  ___________________________________________________________________
 AU3478* NAD 83(1992)-  29 42 12.47044(N)    091 12 04.54524(W)     ADJUSTED  
 AU3478* NAVD 88     -        73.7  **(meters)     242.   **(feet)  VERTCON   
 AU3478  **This station is located in a subsidence area (see below).
 AU3478  ___________________________________________________________________
 AU3478  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU3478  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AU3478
 AU3478  HORZ ORDER  -  THIRD
 AU3478
 AU3478.The horizontal coordinates were established by classical geodetic methods
 AU3478.and adjusted by the National Geodetic Survey in January 1993..
 AU3478
 AU3478 ** The orthometric height has not been validated since last determined
 AU3478 ** by differential leveling and should not be used for control purposes.
 AU3478 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3478 ** area with valid NAVD 88 orthometric heights.
 AU3478 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3478 ** epoch indicated which incorporates improved geoid heights for the
 AU3478 ** Southern Louisiana Subsidence area.
 AU3478 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3478
 AU3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3478
 AU3478.The geoid height was determined by GEOID03.
 AU3478
 AU3478;                    North         East     Units Scale Factor Converg.
 AU3478;SPC LA S     -   133,405.072 1,012,779.951   MT  0.99993913   +0 03 57.7
 AU3478;SPC LA S     -   437,679.81  3,322,762.22   sFT  0.99993913   +0 03 57.7
 AU3478;UTM  15      - 3,287,281.252   674,012.172   MT  0.99997362   +0 53 29.5
 AU3478
 AU3478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3478!SPC LA S     -   0.99999245  x   0.99993913  =   0.99993158
 AU3478!UTM  15      -   0.99999245  x   0.99997362  =   0.99996607
 AU3478
 AU3478                          SUPERSEDED SURVEY CONTROL
 AU3478
 AU3478  NAD 83(1986)-  29 42 12.49357(N)    091 12 04.54168(W) AD(       ) 4
 AU3478  NGVD 29 (09/04/92)   73.7    (m)          242.     (f) VERT ANG       
 AU3478
 AU3478.Superseded values are not recommended for survey control.
 AU3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3478.See file dsdata.txt to determine how the superseded data were derived.
 AU3478
 AU3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7401287281(NAD 83)
 AU3478_MARKER: 45 = MICROWAVE TOWER
 AU3478_MARK LOGO: ATT   
 AU3478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3478+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1989
 AU3478
 AU3478  HISTORY     - Date     Condition        Report By
 AU3478  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3478  HISTORY     - 19891001 GOOD             LADTD
 AU3478
 AU3478                          STATION DESCRIPTION
 AU3478
 AU3478'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3478'THE STATION IS LOCATED NEAR THE CENTER OF MORGAN CITY, NEAR THE
 AU3478'INTERSECTION OF 9TH STREET AND WILLARD AVENUE.  THE POINT INTERSECTED
 AU3478'WAS THE RED LIGHT ATOP THE AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE
 AU3478'TOWER.  IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED
 AU3478'AND WHITE WITH FOUR SCREENS ATTACHED AT THE TOP AND HAS AN OVERALL
 AU3478'HEIGHT OF 71.9 METERS (236 FT).
 AU3478
 AU3478                          STATION RECOVERY (1989)
 AU3478
 AU3478'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 AU3478'THE STATION IS LOCATED NEAR THE CENTER OF MORGAN CITY, NEAR THE
 AU3478'INTERSECTION OF 9TH STREET AND WILLARD AVENUE.  THE POINT INTERSECTED
 AU3478'WAS THE RED LIGHT ATOP THE AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE
 AU3478'TOWER.  IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED
 AU3478'AND WHITE WITH FOUR SCREENS ATTACHED AT THE TOP AND HAS AN OVERALL
 AU3478'HEIGHT OF 71.9 M (235.9 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3479 ***********************************************************************
 AU3479  DESIGNATION -  MORGAN CITY CORP ENGR RAD MAST
 AU3479  PID         -  AU3479
 AU3479  STATE/COUNTY-  LA/ST MARY
 AU3479  USGS QUAD   -  MORGAN CITY (1994)
 AU3479
 AU3479                         *CURRENT SURVEY CONTROL
 AU3479  ___________________________________________________________________
 AU3479* NAD 83(1992)-  29 41 01.81561(N)    091 10 30.86594(W)     ADJUSTED  
 AU3479* NAVD 88     -        78.7  **(meters)     258.   **(feet)  VERTCON   
 AU3479  **This station is located in a subsidence area (see below).
 AU3479  ___________________________________________________________________
 AU3479  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU3479  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU3479
 AU3479  HORZ ORDER  -  THIRD
 AU3479
 AU3479.The horizontal coordinates were established by classical geodetic methods
 AU3479.and adjusted by the National Geodetic Survey in January 1993..
 AU3479
 AU3479 ** The orthometric height has not been validated since last determined
 AU3479 ** by differential leveling and should not be used for control purposes.
 AU3479 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3479 ** area with valid NAVD 88 orthometric heights.
 AU3479 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3479 ** epoch indicated which incorporates improved geoid heights for the
 AU3479 ** Southern Louisiana Subsidence area.
 AU3479 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3479
 AU3479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3479
 AU3479.The geoid height was determined by GEOID03.
 AU3479
 AU3479;                    North         East     Units Scale Factor Converg.
 AU3479;SPC LA S     -   131,232.866 1,015,300.997   MT  0.99994096   +0 04 44.6
 AU3479;SPC LA S     -   430,553.16  3,331,033.35   sFT  0.99994096   +0 04 44.6
 AU3479;UTM  15      - 3,285,145.494   676,564.338   MT  0.99998466   +0 54 14.0
 AU3479
 AU3479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3479!SPC LA S     -   0.99999164  x   0.99994096  =   0.99993260
 AU3479!UTM  15      -   0.99999164  x   0.99998466  =   0.99997630
 AU3479
 AU3479                          SUPERSEDED SURVEY CONTROL
 AU3479
 AU3479  NAD 83(1986)-  29 41 01.83982(N)    091 10 30.86715(W) AD(       ) 4
 AU3479  NGVD 29 (09/04/92)   78.8    (m)          259.     (f) VERT ANG       
 AU3479
 AU3479.Superseded values are not recommended for survey control.
 AU3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3479.See file dsdata.txt to determine how the superseded data were derived.
 AU3479
 AU3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7656485145(NAD 83)
 AU3479_MARKER: 42 = RADIO/TV MAST
 AU3479
 AU3479  HISTORY     - Date     Condition        Report By
 AU3479  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3479
 AU3479                          STATION DESCRIPTION
 AU3479
 AU3479'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3479'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MILES) EAST OF MORGAN CITY,
 AU3479'ON THE SOUTH SIDE OF BAYOU BOEUF AND AT THE BAYOU BOEUF LOCKS.  THE
 AU3479'POINT INTERSECTED WAS THE RED LIGHT ATOP THE U S ARMY CORP OF
 AU3479'ENGINEERS WUG 422 SLENDER STEEL MAST, PAINTED IN ALTERNATING BANDS OF
 AU3479'RED AND WHITE AND THE OVERALL HEIGHT IS 76.2 METERS (250 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3480 ***********************************************************************
 AU3480  DESIGNATION -  MORGAN CITY GULF RAD TOWER
 AU3480  PID         -  AU3480
 AU3480  STATE/COUNTY-  LA/ST MARY
 AU3480  USGS QUAD   -  MORGAN CITY (1994)
 AU3480
 AU3480                         *CURRENT SURVEY CONTROL
 AU3480  ___________________________________________________________________
 AU3480* NAD 83(1992)-  29 41 40.48628(N)    091 10 47.95258(W)     ADJUSTED  
 AU3480* NAVD 88     -        62.0  **(meters)     203.   **(feet)  VERTCON   
 AU3480  **This station is located in a subsidence area (see below).
 AU3480  ___________________________________________________________________
 AU3480  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3480  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3480
 AU3480  HORZ ORDER  -  THIRD
 AU3480
 AU3480.The horizontal coordinates were established by classical geodetic methods
 AU3480.and adjusted by the National Geodetic Survey in January 1993..
 AU3480
 AU3480 ** The orthometric height has not been validated since last determined
 AU3480 ** by differential leveling and should not be used for control purposes.
 AU3480 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3480 ** area with valid NAVD 88 orthometric heights.
 AU3480 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3480 ** epoch indicated which incorporates improved geoid heights for the
 AU3480 ** Southern Louisiana Subsidence area.
 AU3480 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3480
 AU3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3480
 AU3480.The geoid height was determined by GEOID03.
 AU3480
 AU3480;                    North         East     Units Scale Factor Converg.
 AU3480;SPC LA S     -   132,422.874 1,014,840.035   MT  0.99993994   +0 04 36.0
 AU3480;SPC LA S     -   434,457.38  3,329,521.01   sFT  0.99993994   +0 04 36.0
 AU3480;UTM  15      - 3,286,328.793   676,086.269   MT  0.99998258   +0 54 06.6
 AU3480
 AU3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3480!SPC LA S     -   0.99999427  x   0.99993994  =   0.99993421
 AU3480!UTM  15      -   0.99999427  x   0.99998258  =   0.99997685
 AU3480
 AU3480                          SUPERSEDED SURVEY CONTROL
 AU3480
 AU3480  NAD 83(1986)-  29 41 40.50840(N)    091 10 47.93141(W) AD(       ) 4
 AU3480  NGVD 29 (09/04/92)   62.1    (m)          204.     (f) VERT ANG       
 AU3480
 AU3480.Superseded values are not recommended for survey control.
 AU3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3480.See file dsdata.txt to determine how the superseded data were derived.
 AU3480
 AU3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7608686329(NAD 83)
 AU3480_MARKER: 43 = RADIO/TV TOWER
 AU3480
 AU3480  HISTORY     - Date     Condition        Report By
 AU3480  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3480
 AU3480                          STATION DESCRIPTION
 AU3480
 AU3480'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3480'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MILES) EAST OF MORGAN CITY,
 AU3480'ABOUT 91.4 METERS (300 FEET) NORTH OF U.S. HIGHWAY 90 AND 91.4 METERS
 AU3480'(300 FEET) WEST OF JUSTA STREET.  THE POINT INTERSECTED WAS THE RED
 AU3480'LIGHT ATOP AN ANTENNA PROJECTING ABOUT 6.1 METERS (20 FEET) FROM THE
 AU3480'TOP CENTER OF THE GULF OIL COMPANY KDQ 43 THREE LEGGED TRIANGULAR
 AU3480'STEEL STRUCTURE, PAINTED IN ALTERNATING BANDS OF RED AND WHITE, HAS
 AU3480'FIVE DISHES, TWO DISHES ARE AT THE TOP SIDES AND THE OVERALL HEIGHT IS
 AU3480'53.3 METERS (175 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2352 ***********************************************************************
 AU2352  DESIGNATION -  MORGAN CITY GULF STEEL DERRICK
 AU2352  PID         -  AU2352
 AU2352  STATE/COUNTY-  LA/ST MARY
 AU2352  USGS QUAD   -  MORGAN CITY (1994)
 AU2352
 AU2352                         *CURRENT SURVEY CONTROL
 AU2352  ___________________________________________________________________
 AU2352* NAD 83(1992)-  29 41 26.75920(N)    091 12 30.68771(W)     ADJUSTED  
 AU2352* NAVD 88     -                                                        
 AU2352  **This station is located in a subsidence area (see below).
 AU2352  ___________________________________________________________________
 AU2352  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2352  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU2352
 AU2352  HORZ ORDER  -  THIRD
 AU2352
 AU2352.The horizontal coordinates were established by classical geodetic methods
 AU2352.and adjusted by the National Geodetic Survey in January 1993..
 AU2352
 AU2352 ** The orthometric height has not been validated since last determined
 AU2352 ** by differential leveling and should not be used for control purposes.
 AU2352 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2352 ** area with valid NAVD 88 orthometric heights.
 AU2352 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2352 ** epoch indicated which incorporates improved geoid heights for the
 AU2352 ** Southern Louisiana Subsidence area.
 AU2352 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2352
 AU2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2352
 AU2352.The geoid height was determined by GEOID03.
 AU2352
 AU2352;                    North         East     Units Scale Factor Converg.
 AU2352;SPC LA S     -   131,996.878 1,012,078.790   MT  0.99994030   +0 03 44.7
 AU2352;SPC LA S     -   433,059.76  3,320,461.83   sFT  0.99994030   +0 03 44.7
 AU2352;UTM  15      - 3,285,863.059   673,331.345   MT  0.99997070   +0 53 15.3
 AU2352
 AU2352                          SUPERSEDED SURVEY CONTROL
 AU2352
 AU2352  NAD 83(1986)-  29 41 26.78290(N)    091 12 30.68416(W) AD(       ) 4
 AU2352  NAD 27      -  29 41 26.03700(N)    091 12 30.31300(W) AD(       ) 3
 AU2352
 AU2352.Superseded values are not recommended for survey control.
 AU2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2352.See file dsdata.txt to determine how the superseded data were derived.
 AU2352
 AU2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7333185863(NAD 83)
 AU2352_MARKER: 67 = OIL DERRICK
 AU2352
 AU2352  HISTORY     - Date     Condition        Report By
 AU2352  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2352  HISTORY     - 1947     GOOD             CGS
 AU2352  HISTORY     - 1957     GOOD             CGS
 AU2352
 AU2352                          STATION DESCRIPTION
 AU2352
 AU2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2352'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS LOCATED
 AU2352'AT THE GULF CRUSHING COMPANY PLANT, ON THE SE TIP OF LAND
 AU2352'IN MORGAN CITY.
 AU2352
 AU2352                          STATION RECOVERY (1957)
 AU2352
 AU2352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2352'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY
 AU2352'NOTES OF R.A.G. IN 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3481 ***********************************************************************
 AU3481  DESIGNATION -  MORGAN CITY KERR MCGEE RAD MST
 AU3481  PID         -  AU3481
 AU3481  STATE/COUNTY-  LA/ST MARY
 AU3481  USGS QUAD   -  MORGAN CITY (1994)
 AU3481
 AU3481                         *CURRENT SURVEY CONTROL
 AU3481  ___________________________________________________________________
 AU3481* NAD 83(1992)-  29 41 19.04733(N)    091 11 29.13474(W)     ADJUSTED  
 AU3481* NAVD 88     -       125.9  **(meters)     413.   **(feet)  VERTCON   
 AU3481  **This station is located in a subsidence area (see below).
 AU3481  ___________________________________________________________________
 AU3481  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3481  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU3481
 AU3481  HORZ ORDER  -  THIRD
 AU3481
 AU3481.The horizontal coordinates were established by classical geodetic methods
 AU3481.and adjusted by the National Geodetic Survey in January 1993..
 AU3481
 AU3481 ** The orthometric height has not been validated since last determined
 AU3481 ** by differential leveling and should not be used for control purposes.
 AU3481 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3481 ** area with valid NAVD 88 orthometric heights.
 AU3481 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3481 ** epoch indicated which incorporates improved geoid heights for the
 AU3481 ** Southern Louisiana Subsidence area.
 AU3481 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3481
 AU3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3481
 AU3481.The geoid height was determined by GEOID03.
 AU3481
 AU3481;                    North         East     Units Scale Factor Converg.
 AU3481;SPC LA S     -   131,761.363 1,013,733.802   MT  0.99994050   +0 04 15.4
 AU3481;SPC LA S     -   432,287.07  3,325,891.65   sFT  0.99994050   +0 04 15.4
 AU3481;UTM  15      - 3,285,651.394   674,989.633   MT  0.99997783   +0 53 45.6
 AU3481
 AU3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3481!SPC LA S     -   0.99998423  x   0.99994050  =   0.99992473
 AU3481!UTM  15      -   0.99998423  x   0.99997783  =   0.99996206
 AU3481
 AU3481                          SUPERSEDED SURVEY CONTROL
 AU3481
 AU3481  NAD 83(1986)-  29 41 19.07097(N)    091 11 29.13223(W) AD(       ) 4
 AU3481  NGVD 29 (09/04/92)  126.0    (m)          413.     (f) VERT ANG       
 AU3481
 AU3481.Superseded values are not recommended for survey control.
 AU3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3481.See file dsdata.txt to determine how the superseded data were derived.
 AU3481
 AU3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7499085651(NAD 83)
 AU3481_MARKER: 42 = RADIO/TV MAST
 AU3481
 AU3481  HISTORY     - Date     Condition        Report By
 AU3481  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3481
 AU3481                          STATION DESCRIPTION
 AU3481
 AU3481'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3481'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MILES) EAST OF MORGAN CITY,
 AU3481'182.9 METERS (600 FEET) WEST OF AVOCA ISLAND ROAD AND 76.2 METERS
 AU3481'(250 FEET) SOUTH OF YOUNG ROAD.  THE POINT INTERSECTED WAS THE RED
 AU3481'LIGHT ATOP THE KERR MCGEE CORPORATION RADIO KDN 837 TRIANGULAR STEEL
 AU3481'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE AND HAS
 AU3481'SIX DISHES ON THE MAST WITH TWO DISHES AT THE TOP SIDES AND THE
 AU3481'OVERALL HEIGHT IS 91.4 METERS (300 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3482 ***********************************************************************
 AU3482  DESIGNATION -  MORGAN CITY LEEVAC RAD MAST
 AU3482  PID         -  AU3482
 AU3482  STATE/COUNTY-  LA/ST MARY
 AU3482  USGS QUAD   -  MORGAN CITY (1994)
 AU3482
 AU3482                         *CURRENT SURVEY CONTROL
 AU3482  ___________________________________________________________________
 AU3482* NAD 83(1992)-  29 41 27.50062(N)    091 12 00.10167(W)     ADJUSTED  
 AU3482* NAVD 88     -       138.0  **(meters)     453.   **(feet)  VERTCON   
 AU3482  **This station is located in a subsidence area (see below).
 AU3482  ___________________________________________________________________
 AU3482  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3482  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU3482
 AU3482  HORZ ORDER  -  THIRD
 AU3482
 AU3482.The horizontal coordinates were established by classical geodetic methods
 AU3482.and adjusted by the National Geodetic Survey in January 1993..
 AU3482
 AU3482 ** The orthometric height has not been validated since last determined
 AU3482 ** by differential leveling and should not be used for control purposes.
 AU3482 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3482 ** area with valid NAVD 88 orthometric heights.
 AU3482 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3482 ** epoch indicated which incorporates improved geoid heights for the
 AU3482 ** Southern Louisiana Subsidence area.
 AU3482 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3482
 AU3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3482
 AU3482.The geoid height was determined by GEOID03.
 AU3482
 AU3482;                    North         East     Units Scale Factor Converg.
 AU3482;SPC LA S     -   132,020.632 1,012,901.003   MT  0.99994028   +0 03 60.0
 AU3482;SPC LA S     -   433,137.69  3,323,159.37   sFT  0.99994028   +0 03 60.0
 AU3482;UTM  15      - 3,285,898.652   674,153.157   MT  0.99997423   +0 53 30.4
 AU3482
 AU3482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3482!SPC LA S     -   0.99998234  x   0.99994028  =   0.99992263
 AU3482!UTM  15      -   0.99998234  x   0.99997423  =   0.99995658
 AU3482
 AU3482                          SUPERSEDED SURVEY CONTROL
 AU3482
 AU3482  NAD 83(1986)-  29 41 27.52415(N)    091 12 00.09774(W) AD(       ) 4
 AU3482  NGVD 29 (09/04/92)  138.0    (m)          453.     (f) VERT ANG       
 AU3482
 AU3482.Superseded values are not recommended for survey control.
 AU3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3482.See file dsdata.txt to determine how the superseded data were derived.
 AU3482
 AU3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7415385899(NAD 83)
 AU3482_MARKER: 42 = RADIO/TV MAST
 AU3482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3482+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1989
 AU3482
 AU3482  HISTORY     - Date     Condition        Report By
 AU3482  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3482  HISTORY     - 19891001 GOOD             LADTD
 AU3482
 AU3482                          STATION DESCRIPTION
 AU3482
 AU3482'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3482'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MILE) EAST OF MORGAN CITY IN
 AU3482'THE 800 BLOCK OF YOUNG RD.  THE POINT INTERSECTED WAS THE RED LIGHT
 AU3482'ATOP-THE LEEVAC CORPORATION RADIO MAST, WHICH THE MAST IS A SILVER
 AU3482'COLOR AND HAS AN OVERALL HEIGHT OF 137 METERS (450 FT).  THE LEEVAC
 AU3482'CORPORATION HAS THE MAST RENTED OUT TO SIX AGENCIES AT THIS DATE.
 AU3482
 AU3482                          STATION RECOVERY (1989)
 AU3482
 AU3482'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 AU3482'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) EAST OF MORGAN CITY IN
 AU3482'THE 800 BLOCK OF YOUNG ROAD.  THE POINT INTERSECTED WAS THE RED LIGHT
 AU3482'ATOP THE LEEVAC CORPORTAION RADIO MAST. A SILVER IN COLOR AND HAS AN
 AU3482'OVERALL HEIGHT OF 137 M (449.5 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3483 ***********************************************************************
 AU3483  DESIGNATION -  MORGAN CITY MOBIL RAD TOWER
 AU3483  PID         -  AU3483
 AU3483  STATE/COUNTY-  LA/ST MARY
 AU3483  USGS QUAD   -  MORGAN CITY (1994)
 AU3483
 AU3483                         *CURRENT SURVEY CONTROL
 AU3483  ___________________________________________________________________
 AU3483* NAD 83(1992)-  29 41 24.09502(N)    091 11 47.70114(W)     ADJUSTED  
 AU3483* NAVD 88     -        53.0  **(meters)     174.   **(feet)  VERTCON   
 AU3483  **This station is located in a subsidence area (see below).
 AU3483  ___________________________________________________________________
 AU3483  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3483  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU3483
 AU3483  HORZ ORDER  -  THIRD
 AU3483
 AU3483.The horizontal coordinates were established by classical geodetic methods
 AU3483.and adjusted by the National Geodetic Survey in January 1993..
 AU3483
 AU3483 ** The orthometric height has not been validated since last determined
 AU3483 ** by differential leveling and should not be used for control purposes.
 AU3483 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3483 ** area with valid NAVD 88 orthometric heights.
 AU3483 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3483 ** epoch indicated which incorporates improved geoid heights for the
 AU3483 ** Southern Louisiana Subsidence area.
 AU3483 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3483
 AU3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3483
 AU3483.The geoid height was determined by GEOID03.
 AU3483
 AU3483;                    North         East     Units Scale Factor Converg.
 AU3483;SPC LA S     -   131,916.170 1,013,234.488   MT  0.99994037   +0 04 06.2
 AU3483;SPC LA S     -   432,794.97  3,324,253.48   sFT  0.99994037   +0 04 06.2
 AU3483;UTM  15      - 3,285,799.000   674,488.124   MT  0.99997567   +0 53 36.5
 AU3483
 AU3483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3483!SPC LA S     -   0.99999568  x   0.99994037  =   0.99993605
 AU3483!UTM  15      -   0.99999568  x   0.99997567  =   0.99997135
 AU3483
 AU3483                          SUPERSEDED SURVEY CONTROL
 AU3483
 AU3483  NAD 83(1986)-  29 41 24.11855(N)    091 11 47.69740(W) AD(       ) 4
 AU3483  NGVD 29 (09/04/92)   53.1    (m)          174.     (f) VERT ANG       
 AU3483
 AU3483.Superseded values are not recommended for survey control.
 AU3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3483.See file dsdata.txt to determine how the superseded data were derived.
 AU3483
 AU3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7448885799(NAD 83)
 AU3483_MARKER: 43 = RADIO/TV TOWER
 AU3483
 AU3483  HISTORY     - Date     Condition        Report By
 AU3483  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3483
 AU3483                          STATION DESCRIPTION
 AU3483
 AU3483'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3483'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MILE) EAST OF MORGAN CITY,
 AU3483'0.8 KM (0.5 MILE) WEST OF AVOCA ISLAND ROAD AND 0.08 KM (0.05 MILE)
 AU3483'SOUTH OF YOUNGS RD.  THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE
 AU3483'MOBIL KLB 54 RADIO TOWER.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE
 AU3483'WITH THREE DISHES AT THE TOP AND TWO DISHES ABOUT MIDWAY, PAINTED
 AU3483'ALTERNATELY RED AND WHITE AND HAS AN OVERALL HEIGHT OF 50 METERS
 AU3483'(165 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3484 ***********************************************************************
 AU3484  DESIGNATION -  MORGAN CITY MUN WATER TANK
 AU3484  PID         -  AU3484
 AU3484  STATE/COUNTY-  LA/ST MARY
 AU3484  USGS QUAD   -  MORGAN CITY (1994)
 AU3484
 AU3484                         *CURRENT SURVEY CONTROL
 AU3484  ___________________________________________________________________
 AU3484* NAD 83(1992)-  29 41 43.02353(N)    091 11 37.44708(W)     ADJUSTED  
 AU3484* NAVD 88     -        42.8  **(meters)     140.   **(feet)  VERTCON   
 AU3484  **This station is located in a subsidence area (see below).
 AU3484  ___________________________________________________________________
 AU3484  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3484  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3484
 AU3484  HORZ ORDER  -  THIRD
 AU3484
 AU3484.The horizontal coordinates were established by classical geodetic methods
 AU3484.and adjusted by the National Geodetic Survey in January 1993..
 AU3484
 AU3484 ** The orthometric height has not been validated since last determined
 AU3484 ** by differential leveling and should not be used for control purposes.
 AU3484 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3484 ** area with valid NAVD 88 orthometric heights.
 AU3484 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3484 ** epoch indicated which incorporates improved geoid heights for the
 AU3484 ** Southern Louisiana Subsidence area.
 AU3484 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3484
 AU3484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3484
 AU3484.The geoid height was determined by GEOID03.
 AU3484
 AU3484;                    North         East     Units Scale Factor Converg.
 AU3484;SPC LA S     -   132,499.293 1,013,509.438   MT  0.99993988   +0 04 11.3
 AU3484;SPC LA S     -   434,708.10  3,325,155.55   sFT  0.99993988   +0 04 11.3
 AU3484;UTM  15      - 3,286,386.043   674,754.657   MT  0.99997682   +0 53 42.1
 AU3484
 AU3484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3484!SPC LA S     -   0.99999730  x   0.99993988  =   0.99993718
 AU3484!UTM  15      -   0.99999730  x   0.99997682  =   0.99997412
 AU3484
 AU3484                          SUPERSEDED SURVEY CONTROL
 AU3484
 AU3484  NAD 83(1986)-  29 41 43.04675(N)    091 11 37.44320(W) AD(       ) 4
 AU3484  NGVD 29 (09/04/92)   42.9    (m)          141.     (f) VERT ANG       
 AU3484
 AU3484.Superseded values are not recommended for survey control.
 AU3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3484.See file dsdata.txt to determine how the superseded data were derived.
 AU3484
 AU3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7475586386(NAD 83)
 AU3484_MARKER: 53 = ELEVATED TANK
 AU3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3484+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1989
 AU3484
 AU3484  HISTORY     - Date     Condition        Report By
 AU3484  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3484  HISTORY     - 19891001 GOOD             LADTD
 AU3484
 AU3484                          STATION DESCRIPTION
 AU3484
 AU3484'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3484'THE STATION IS LOCATED IN THE EAST/CENTRAL PART OF MORGAN
 AU3484'CITY, IN THE SOUTHEAST QUADRANT OF US HIGHWAY 90 AND DITCH AVE. THE
 AU3484'POINT INTERSECTED WAS THE FINIAL AT THE TOP CENTER OF THE TANK
 AU3484'SUPPORTED BY A SIX LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF
 AU3484'ABOUT 38.0 METERS (125 FT).
 AU3484
 AU3484                          STATION RECOVERY (1989)
 AU3484
 AU3484'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 AU3484'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF THE CITY OF MORGAN
 AU3484'CITY, IN THE SOUTHEAST QUADRANT OF U.S.  HIGHWAY 90 AND DITCH AVENUE.
 AU3484'THE POINT INTERSECTED WAS THE FINIAL AT THE TOP CENTER OF THE TANK,
 AU3484'SUPPORTED BY A SIX LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF
 AU3484'ABOUT 38.0 M (124.7 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2353 ***********************************************************************
 AU2353  DESIGNATION -  MORGAN CITY MUNICIPAL TANK
 AU2353  PID         -  AU2353
 AU2353  STATE/COUNTY-  LA/ST MARY
 AU2353  USGS QUAD   -  MORGAN CITY (1994)
 AU2353
 AU2353                         *CURRENT SURVEY CONTROL
 AU2353  ___________________________________________________________________
 AU2353* NAD 83(1992)-  29 41 40.84104(N)    091 12 29.50619(W)     ADJUSTED  
 AU2353* NAVD 88     -                                                        
 AU2353  **This station is located in a subsidence area (see below).
 AU2353  ___________________________________________________________________
 AU2353  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2353  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU2353
 AU2353  HORZ ORDER  -  THIRD
 AU2353
 AU2353.The horizontal coordinates were established by classical geodetic methods
 AU2353.and adjusted by the National Geodetic Survey in January 1993..
 AU2353
 AU2353 ** The orthometric height has not been validated since last determined
 AU2353 ** by differential leveling and should not be used for control purposes.
 AU2353 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2353 ** area with valid NAVD 88 orthometric heights.
 AU2353 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2353 ** epoch indicated which incorporates improved geoid heights for the
 AU2353 ** Southern Louisiana Subsidence area.
 AU2353 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2353
 AU2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2353
 AU2353.The geoid height was determined by GEOID03.
 AU2353
 AU2353;                    North         East     Units Scale Factor Converg.
 AU2353;SPC LA S     -   132,430.480 1,012,110.079   MT  0.99993993   +0 03 45.3
 AU2353;SPC LA S     -   434,482.33  3,320,564.48   sFT  0.99993993   +0 03 45.3
 AU2353;UTM  15      - 3,286,297.079   673,356.387   MT  0.99997081   +0 53 16.2
 AU2353
 AU2353                          SUPERSEDED SURVEY CONTROL
 AU2353
 AU2353  NAD 83(1986)-  29 41 40.86467(N)    091 12 29.50267(W) AD(       ) 4
 AU2353  NAD 27      -  29 41 40.11700(N)    091 12 29.13200(W) AD(       ) 3
 AU2353
 AU2353.Superseded values are not recommended for survey control.
 AU2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2353.See file dsdata.txt to determine how the superseded data were derived.
 AU2353
 AU2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7335686297(NAD 83)
 AU2353_MARKER: 53 = ELEVATED TANK
 AU2353
 AU2353  HISTORY     - Date     Condition        Report By
 AU2353  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2353  HISTORY     - 1947     GOOD             CGS
 AU2353  HISTORY     - 1948     GOOD             CGS
 AU2353  HISTORY     - 1957     GOOD             CGS
 AU2353
 AU2353                          STATION DESCRIPTION
 AU2353
 AU2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2353'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOATED
 AU2353'ON SECOND STREET, IN FRONT OF THE FIRE HOUSE IN MORGAN CITY.
 AU2353
 AU2353                          STATION RECOVERY (1948)
 AU2353
 AU2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2353'STATION RECOVERED IN GOOD CONDITION.  STATION IS THE MUNICIPAL
 AU2353'TANK IN MORGAN CITY, LOCATED BETWEEN SECOND AND THIRD STREETS,
 AU2353'IN THE FIRST BLOCK N OF THE RAILROAD, AND JUST SE OF THE CITY
 AU2353'HALL.  STATION IS A METAL TANK ABOUT 110 FEET HIGH.
 AU2353
 AU2353                          STATION RECOVERY (1957)
 AU2353
 AU2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2353'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 AU2353'C.W.C. IN 1948 IS ADEQUATE EXCEPT THAT THE HEIGHT WAS FOUND
 AU2353'TO BE 133 FEET INSTEAD OF 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3485 ***********************************************************************
 AU3485  DESIGNATION -  MORGAN CITY N MUN WATER TANK
 AU3485  PID         -  AU3485
 AU3485  STATE/COUNTY-  LA/ST MARY
 AU3485  USGS QUAD   -  MORGAN CITY (1994)
 AU3485
 AU3485                         *CURRENT SURVEY CONTROL
 AU3485  ___________________________________________________________________
 AU3485* NAD 83(1992)-  29 42 54.61256(N)    091 12 17.83348(W)     ADJUSTED  
 AU3485* NAVD 88     -        44.3  **(meters)     145.   **(feet)  VERTCON   
 AU3485  **This station is located in a subsidence area (see below).
 AU3485  ___________________________________________________________________
 AU3485  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AU3485  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AU3485
 AU3485  HORZ ORDER  -  THIRD
 AU3485
 AU3485.The horizontal coordinates were established by classical geodetic methods
 AU3485.and adjusted by the National Geodetic Survey in January 1993..
 AU3485
 AU3485 ** The orthometric height has not been validated since last determined
 AU3485 ** by differential leveling and should not be used for control purposes.
 AU3485 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3485 ** area with valid NAVD 88 orthometric heights.
 AU3485 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3485 ** epoch indicated which incorporates improved geoid heights for the
 AU3485 ** Southern Louisiana Subsidence area.
 AU3485 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3485
 AU3485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3485
 AU3485.The geoid height was determined by GEOID03.
 AU3485
 AU3485;                    North         East     Units Scale Factor Converg.
 AU3485;SPC LA S     -   134,702.183 1,012,421.317   MT  0.99993810   +0 03 51.1
 AU3485;SPC LA S     -   441,935.41  3,321,585.60   sFT  0.99993810   +0 03 51.1
 AU3485;UTM  15      - 3,288,573.105   673,634.871   MT  0.99997200   +0 53 24.0
 AU3485
 AU3485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3485!SPC LA S     -   0.99999706  x   0.99993810  =   0.99993516
 AU3485!UTM  15      -   0.99999706  x   0.99997200  =   0.99996906
 AU3485
 AU3485                          SUPERSEDED SURVEY CONTROL
 AU3485
 AU3485  NAD 83(1986)-  29 42 54.63758(N)    091 12 17.82808(W) AD(       ) 4
 AU3485  NGVD 29 (09/04/92)   44.4    (m)          146.     (f) VERT ANG       
 AU3485
 AU3485.Superseded values are not recommended for survey control.
 AU3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3485.See file dsdata.txt to determine how the superseded data were derived.
 AU3485
 AU3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7363588573(NAD 83)
 AU3485_MARKER: 53 = ELEVATED TANK
 AU3485
 AU3485  HISTORY     - Date     Condition        Report By
 AU3485  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3485
 AU3485                          STATION DESCRIPTION
 AU3485
 AU3485'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3485'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MILES) NORTH OF MORGAN CITY
 AU3485'JUNIOR HIGH SCHOOL IN THE SOUTHEAST QUADRANT OF MAPLE AND POPLAR
 AU3485'STREET.  THE POINT INTERSECTED WAS THE VENT AT THE TOP CENTER OF THE
 AU3485'TANK SUPPORTED BY AN EIGHT LEGGED STEEL STRUCTURE WITH AN OVERALL
 AU3485'HEIGHT OF ABOUT 38.0 METERS (125 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3486 ***********************************************************************
 AU3486  DESIGNATION -  MORGAN CITY OFFSHORE TEL MAST
 AU3486  PID         -  AU3486
 AU3486  STATE/COUNTY-  LA/ST MARY
 AU3486  USGS QUAD   -  MORGAN CITY (1994)
 AU3486
 AU3486                         *CURRENT SURVEY CONTROL
 AU3486  ___________________________________________________________________
 AU3486* NAD 83(1992)-  29 42 02.07393(N)    091 11 39.26944(W)     ADJUSTED  
 AU3486* NAVD 88     -        76.1  **(meters)     250.   **(feet)  VERTCON   
 AU3486  **This station is located in a subsidence area (see below).
 AU3486  ___________________________________________________________________
 AU3486  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU3486  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU3486
 AU3486  HORZ ORDER  -  THIRD
 AU3486
 AU3486.The horizontal coordinates were established by classical geodetic methods
 AU3486.and adjusted by the National Geodetic Survey in January 1993..
 AU3486
 AU3486 ** The orthometric height has not been validated since last determined
 AU3486 ** by differential leveling and should not be used for control purposes.
 AU3486 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3486 ** area with valid NAVD 88 orthometric heights.
 AU3486 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3486 ** epoch indicated which incorporates improved geoid heights for the
 AU3486 ** Southern Louisiana Subsidence area.
 AU3486 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3486
 AU3486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3486
 AU3486.The geoid height was determined by GEOID03.
 AU3486
 AU3486;                    North         East     Units Scale Factor Converg.
 AU3486;SPC LA S     -   133,085.777 1,013,459.738   MT  0.99993939   +0 04 10.4
 AU3486;SPC LA S     -   436,632.25  3,324,992.49   sFT  0.99993939   +0 04 10.4
 AU3486;UTM  15      - 3,286,971.773   674,696.513   MT  0.99997656   +0 53 41.7
 AU3486
 AU3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3486!SPC LA S     -   0.99999206  x   0.99993939  =   0.99993145
 AU3486!UTM  15      -   0.99999206  x   0.99997656  =   0.99996862
 AU3486
 AU3486                          SUPERSEDED SURVEY CONTROL
 AU3486
 AU3486  NAD 83(1986)-  29 42 02.09712(N)    091 11 39.26552(W) AD(       ) 4
 AU3486  NGVD 29 (09/04/92)   76.2    (m)          250.     (f) VERT ANG       
 AU3486
 AU3486.Superseded values are not recommended for survey control.
 AU3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3486.See file dsdata.txt to determine how the superseded data were derived.
 AU3486
 AU3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7469786972(NAD 83)
 AU3486_MARKER: 43 = RADIO/TV TOWER
 AU3486_MARK LOGO: ATT   
 AU3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3486+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1989
 AU3486
 AU3486  HISTORY     - Date     Condition        Report By
 AU3486  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3486  HISTORY     - 19891001 GOOD             LADTD
 AU3486
 AU3486                          STATION DESCRIPTION
 AU3486
 AU3486'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3486'THE STATION IS LOCATED NEAR THE CENTER OF MORGAN CITY, IN THE
 AU3486'NORTHEAST QUADRANT OF DAVID STREET AND VICTOR STREET.  THE POINT
 AU3486'INTERSECTED WAS THE RED LIGHT ATOP THE OFFSHORE TELEPHONE COMPANY.  IT
 AU3486'IS A THREE LEGGED TRIANGULAR STEEL STRUCTURE, PAINTED IN ALTERNATING
 AU3486'BANDS OF RED AND WHITE WITH FIVE DISHES ATTACHED AND HAS AN OVERALL
 AU3486'HEIGHT OF 80.2 METERS (263 FEET).
 AU3486
 AU3486                          STATION RECOVERY (1989)
 AU3486
 AU3486'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 AU3486'THE STATION IS LOCATED NEAR THE CENTER OF MORGAN CITY, IN THE
 AU3486'NORTHEAST QUADRANT OF THE INTERSECTION OF DAVID AND VICTOR STREETS.
 AU3486'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE OFFSHORE TELEPHONE
 AU3486'COMPANY MAST. IT IS A THREE LEGGED TRIANGULAR STEEL STRUCTURE, PAINTED
 AU3486'IN ALTERNATING BANDS OF RED AND WHITE WITH FIVE DISHES ATTACHED AND
 AU3486'HAS AN OVERALL HEIGHT OF 80.2 M (263.1 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3487 ***********************************************************************
 AU3487  DESIGNATION -  MORGAN CITY PED WATER TANK
 AU3487  PID         -  AU3487
 AU3487  STATE/COUNTY-  LA/ST MARY
 AU3487  USGS QUAD   -  MORGAN CITY (1994)
 AU3487
 AU3487                         *CURRENT SURVEY CONTROL
 AU3487  ___________________________________________________________________
 AU3487* NAD 83(1992)-  29 41 25.57005(N)    091 10 21.54826(W)     ADJUSTED  
 AU3487* NAVD 88     -        51.5  **(meters)     169.   **(feet)  VERTCON   
 AU3487  **This station is located in a subsidence area (see below).
 AU3487  ___________________________________________________________________
 AU3487  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3487  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU3487
 AU3487  HORZ ORDER  -  THIRD
 AU3487
 AU3487.The horizontal coordinates were established by classical geodetic methods
 AU3487.and adjusted by the National Geodetic Survey in January 1993..
 AU3487
 AU3487 ** The orthometric height has not been validated since last determined
 AU3487 ** by differential leveling and should not be used for control purposes.
 AU3487 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3487 ** area with valid NAVD 88 orthometric heights.
 AU3487 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3487 ** epoch indicated which incorporates improved geoid heights for the
 AU3487 ** Southern Louisiana Subsidence area.
 AU3487 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3487
 AU3487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3487
 AU3487.The geoid height was determined by GEOID03.
 AU3487
 AU3487;                    North         East     Units Scale Factor Converg.
 AU3487;SPC LA S     -   131,964.590 1,015,550.474   MT  0.99994033   +0 04 49.2
 AU3487;SPC LA S     -   432,953.83  3,331,851.85   sFT  0.99994033   +0 04 49.2
 AU3487;UTM  15      - 3,285,880.767   676,803.266   MT  0.99998570   +0 54 19.2
 AU3487
 AU3487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3487!SPC LA S     -   0.99999593  x   0.99994033  =   0.99993626
 AU3487!UTM  15      -   0.99999593  x   0.99998570  =   0.99998163
 AU3487
 AU3487                          SUPERSEDED SURVEY CONTROL
 AU3487
 AU3487  NAD 83(1986)-  29 41 25.59213(N)    091 10 21.54169(W) AD(       ) 4
 AU3487  NGVD 29 (09/04/92)   51.5    (m)          169.     (f) VERT ANG       
 AU3487
 AU3487.Superseded values are not recommended for survey control.
 AU3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3487.See file dsdata.txt to determine how the superseded data were derived.
 AU3487
 AU3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7680385881(NAD 83)
 AU3487_MARKER: 53 = ELEVATED TANK
 AU3487
 AU3487  HISTORY     - Date     Condition        Report By
 AU3487  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3487
 AU3487                          STATION DESCRIPTION
 AU3487
 AU3487'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3487'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MILES) EAST OF MORGAN CITY,
 AU3487'IN THE NORTHEAST QUADRANT OF RAILROAD AVE AND RODRICK STREET.  THE
 AU3487'POINT INTERSECTED WAS THE FINIAL AT THE TOP CENTER OF THE TANK
 AU3487'SUPPORTED BY A STEEL PEDISTAL BASE, PAINTED BLUE AND HAS AN OVERALL
 AU3487'HEIGHT OF ABOUT 38.0 METERS (125 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2375 ***********************************************************************
 AU2375  DESIGNATION -  MORGAN CITY SACRED HEART CH
 AU2375  PID         -  AU2375
 AU2375  STATE/COUNTY-  LA/ST MARY
 AU2375  USGS QUAD   -  MORGAN CITY (1994)
 AU2375
 AU2375                         *CURRENT SURVEY CONTROL
 AU2375  ___________________________________________________________________
 AU2375* NAD 83(1992)-  29 41 37.34266(N)    091 12 20.28952(W)     ADJUSTED  
 AU2375* NAVD 88     -                                                        
 AU2375  **This station is located in a subsidence area (see below).
 AU2375  ___________________________________________________________________
 AU2375  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2375  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU2375
 AU2375  HORZ ORDER  -  THIRD
 AU2375
 AU2375.The horizontal coordinates were established by classical geodetic methods
 AU2375.and adjusted by the National Geodetic Survey in January 1993..
 AU2375
 AU2375 ** The orthometric height has not been validated since last determined
 AU2375 ** by differential leveling and should not be used for control purposes.
 AU2375 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2375 ** area with valid NAVD 88 orthometric heights.
 AU2375 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2375 ** epoch indicated which incorporates improved geoid heights for the
 AU2375 ** Southern Louisiana Subsidence area.
 AU2375 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2375
 AU2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2375
 AU2375.The geoid height was determined by GEOID03.
 AU2375
 AU2375;                    North         East     Units Scale Factor Converg.
 AU2375;SPC LA S     -   132,323.041 1,012,357.959   MT  0.99994002   +0 03 49.9
 AU2375;SPC LA S     -   434,129.84  3,321,377.74   sFT  0.99994002   +0 03 49.9
 AU2375;UTM  15      - 3,286,193.219   673,605.797   MT  0.99997188   +0 53 20.7
 AU2375
 AU2375                          SUPERSEDED SURVEY CONTROL
 AU2375
 AU2375  NAD 83(1986)-  29 41 37.36629(N)    091 12 20.28604(W) AD(       ) 4
 AU2375  NAD 27      -  29 41 36.62400(N)    091 12 19.91600(W) AD(       ) 3
 AU2375
 AU2375.Superseded values are not recommended for survey control.
 AU2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2375.See file dsdata.txt to determine how the superseded data were derived.
 AU2375
 AU2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7360686193(NAD 83)
 AU2375
 AU2375  HISTORY     - Date     Condition        Report By
 AU2375  HISTORY     - UNK      MONUMENTED
 AU2375  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU2375
 AU2375                          STATION DESCRIPTION
 AU2375
 AU2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2375'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  A NEW SACRED
 AU2375'HEARTS CHURCH WAS BUILT IN 1934 AND THE OLD STATION WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3488 ***********************************************************************
 AU3488  DESIGNATION -  MORGAN CITY SE MUN WATER TANK
 AU3488  PID         -  AU3488
 AU3488  STATE/COUNTY-  LA/ST MARY
 AU3488  USGS QUAD   -  MORGAN CITY (1994)
 AU3488
 AU3488                         *CURRENT SURVEY CONTROL
 AU3488  ___________________________________________________________________
 AU3488* NAD 83(1992)-  29 41 26.67101(N)    091 11 22.32417(W)     ADJUSTED  
 AU3488* NAVD 88     -        44.7  **(meters)     147.   **(feet)  VERTCON   
 AU3488  **This station is located in a subsidence area (see below).
 AU3488  ___________________________________________________________________
 AU3488  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3488  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AU3488
 AU3488  HORZ ORDER  -  THIRD
 AU3488
 AU3488.The horizontal coordinates were established by classical geodetic methods
 AU3488.and adjusted by the National Geodetic Survey in January 1993..
 AU3488
 AU3488 ** The orthometric height has not been validated since last determined
 AU3488 ** by differential leveling and should not be used for control purposes.
 AU3488 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3488 ** area with valid NAVD 88 orthometric heights.
 AU3488 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3488 ** epoch indicated which incorporates improved geoid heights for the
 AU3488 ** Southern Louisiana Subsidence area.
 AU3488 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3488
 AU3488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3488
 AU3488.The geoid height was determined by GEOID03.
 AU3488
 AU3488;                    North         East     Units Scale Factor Converg.
 AU3488;SPC LA S     -   131,996.317 1,013,916.598   MT  0.99994030   +0 04 18.8
 AU3488;SPC LA S     -   433,057.92  3,326,491.37   sFT  0.99994030   +0 04 18.8
 AU3488;UTM  15      - 3,285,888.965   675,169.034   MT  0.99997861   +0 53 49.1
 AU3488
 AU3488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3488!SPC LA S     -   0.99999699  x   0.99994030  =   0.99993729
 AU3488!UTM  15      -   0.99999699  x   0.99997861  =   0.99997560
 AU3488
 AU3488                          SUPERSEDED SURVEY CONTROL
 AU3488
 AU3488  NAD 83(1986)-  29 41 26.69423(N)    091 11 22.32034(W) AD(       ) 4
 AU3488  NGVD 29 (09/04/92)   44.8    (m)          147.     (f) VERT ANG       
 AU3488
 AU3488.Superseded values are not recommended for survey control.
 AU3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3488.See file dsdata.txt to determine how the superseded data were derived.
 AU3488
 AU3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7516985889(NAD 83)
 AU3488_MARKER: 53 = ELEVATED TANK
 AU3488
 AU3488  HISTORY     - Date     Condition        Report By
 AU3488  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3488
 AU3488                          STATION DESCRIPTION
 AU3488
 AU3488'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3488'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MILES) EAST OF THE CENTER OF
 AU3488'MORGAN CITY, IN THE SOUTHWEST QUADRANT OF RAILROAD AVE AND AVOCA
 AU3488'ISLAND RD.  THE POINT INTERSECTED WAS THE FINIAL AT THE TOP CENTER OF
 AU3488'THE TANK SUPPORTED BY A SEVEN LEGGED STEEL STRUCTURE, PAINTED GREEN,
 AU3488'HAS A DOUBLE LIGHT AT THE TOP (OFF CENTER) AND THE OVERALL HEIGHT IS
 AU3488'ABOUT 38 METERS (125 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3489 ***********************************************************************
 AU3489  DESIGNATION -  MORGAN CITY SHELL RAD MICRO MT
 AU3489  PID         -  AU3489
 AU3489  STATE/COUNTY-  LA/ST MARY
 AU3489  USGS QUAD   -  MORGAN CITY (1994)
 AU3489
 AU3489                         *CURRENT SURVEY CONTROL
 AU3489  ___________________________________________________________________
 AU3489* NAD 83(1992)-  29 41 18.95540(N)    091 10 59.90207(W)     ADJUSTED  
 AU3489* NAVD 88     -        93.7  **(meters)     307.   **(feet)  VERTCON   
 AU3489  **This station is located in a subsidence area (see below).
 AU3489  ___________________________________________________________________
 AU3489  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3489  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU3489
 AU3489  HORZ ORDER  -  THIRD
 AU3489
 AU3489.The horizontal coordinates were established by classical geodetic methods
 AU3489.and adjusted by the National Geodetic Survey in January 1993..
 AU3489
 AU3489 ** The orthometric height has not been validated since last determined
 AU3489 ** by differential leveling and should not be used for control purposes.
 AU3489 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3489 ** area with valid NAVD 88 orthometric heights.
 AU3489 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3489 ** epoch indicated which incorporates improved geoid heights for the
 AU3489 ** Southern Louisiana Subsidence area.
 AU3489 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3489
 AU3489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3489
 AU3489.The geoid height was determined by GEOID03.
 AU3489
 AU3489;                    North         East     Units Scale Factor Converg.
 AU3489;SPC LA S     -   131,759.534 1,014,519.679   MT  0.99994050   +0 04 30.1
 AU3489;SPC LA S     -   432,281.07  3,328,469.98   sFT  0.99994050   +0 04 30.1
 AU3489;UTM  15      - 3,285,660.881   675,775.485   MT  0.99998123   +0 54 00.0
 AU3489
 AU3489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3489!SPC LA S     -   0.99998929  x   0.99994050  =   0.99992979
 AU3489!UTM  15      -   0.99998929  x   0.99998123  =   0.99997052
 AU3489
 AU3489                          SUPERSEDED SURVEY CONTROL
 AU3489
 AU3489  NAD 83(1986)-  29 41 18.97894(N)    091 10 59.90147(W) AD(       ) 4
 AU3489  NGVD 29 (09/04/92)   93.8    (m)          308.     (f) VERT ANG       
 AU3489
 AU3489.Superseded values are not recommended for survey control.
 AU3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3489.See file dsdata.txt to determine how the superseded data were derived.
 AU3489
 AU3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7577585661(NAD 83)
 AU3489_MARKER: 42 = RADIO/TV MAST
 AU3489
 AU3489  HISTORY     - Date     Condition        Report By
 AU3489  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3489
 AU3489                          STATION DESCRIPTION
 AU3489
 AU3489'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3489'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MILES) EAST OF MORGAN CITY,
 AU3489'ABOUT 0.48 KM (0.3 MILE) EAST OF AVOCA ISLAND RD AND ABOUT 0.16 KM
 AU3489'(0.1 MILE) SOUTH OF U.S. HIGHWAY 90.  THE POINT INTERSECTED WAS THE
 AU3489'RED LIGHT ATOP THE SHELL OIL COMPANY OFFSHORE COMBINATION RADIO KBU
 AU3489'95, MICROWAVE KYK 91 SLENDER STEEL MAST, PAINTED IN ALTERNATING BANDS
 AU3489'OF RED AND WHITE, THREE SCREEN DISHES AT THE TOP AND ONE SCREEN DISH
 AU3489'NEAR THE MIDDLE OF THE MAST AND THE OVERALL HEIGHT IS 91.4 METERS
 AU3489'(300 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3490 ***********************************************************************
 AU3490  DESIGNATION -  MORGAN CITY SUN RAD MICRO MAST
 AU3490  PID         -  AU3490
 AU3490  STATE/COUNTY-  LA/ST MARY
 AU3490  USGS QUAD   -  MORGAN CITY (1994)
 AU3490
 AU3490                         *CURRENT SURVEY CONTROL
 AU3490  ___________________________________________________________________
 AU3490* NAD 83(1992)-  29 41 15.58262(N)    091 11 18.62202(W)     ADJUSTED  
 AU3490* NAVD 88     -        62.9  **(meters)     206.   **(feet)  VERTCON   
 AU3490  **This station is located in a subsidence area (see below).
 AU3490  ___________________________________________________________________
 AU3490  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3490  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU3490
 AU3490  HORZ ORDER  -  THIRD
 AU3490
 AU3490.The horizontal coordinates were established by classical geodetic methods
 AU3490.and adjusted by the National Geodetic Survey in January 1993..
 AU3490
 AU3490 ** The orthometric height has not been validated since last determined
 AU3490 ** by differential leveling and should not be used for control purposes.
 AU3490 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3490 ** area with valid NAVD 88 orthometric heights.
 AU3490 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3490 ** epoch indicated which incorporates improved geoid heights for the
 AU3490 ** Southern Louisiana Subsidence area.
 AU3490 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3490
 AU3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3490
 AU3490.The geoid height was determined by GEOID03.
 AU3490
 AU3490;                    North         East     Units Scale Factor Converg.
 AU3490;SPC LA S     -   131,655.042 1,014,016.554   MT  0.99994059   +0 04 20.7
 AU3490;SPC LA S     -   431,938.25  3,326,819.31   sFT  0.99994059   +0 04 20.7
 AU3490;UTM  15      - 3,285,549.151   675,273.897   MT  0.99997906   +0 53 50.7
 AU3490
 AU3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3490!SPC LA S     -   0.99999413  x   0.99994059  =   0.99993472
 AU3490!UTM  15      -   0.99999413  x   0.99997906  =   0.99997319
 AU3490
 AU3490                          SUPERSEDED SURVEY CONTROL
 AU3490
 AU3490  NAD 83(1986)-  29 41 15.60633(N)    091 11 18.61980(W) AD(       ) 4
 AU3490  NGVD 29 (09/04/92)   63.0    (m)          207.     (f) VERT ANG       
 AU3490
 AU3490.Superseded values are not recommended for survey control.
 AU3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3490.See file dsdata.txt to determine how the superseded data were derived.
 AU3490
 AU3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7527485549(NAD 83)
 AU3490_MARKER: 42 = RADIO/TV MAST
 AU3490
 AU3490  HISTORY     - Date     Condition        Report By
 AU3490  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3490
 AU3490                          STATION DESCRIPTION
 AU3490
 AU3490'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3490'THE STATION IS LOCATED ABOUT 2.08 KM (1.3 MILES) EAST OF MORGAN CITY,
 AU3490'IN THE SOUTHEAST QUADRANT OF YOUNG ROAD AND AVOCA ISLAND ROAD.  THE
 AU3490'POINT INTERSECTED WAS THE RED LIGHT ATOP THE SUN SERVICES CORPORATION,
 AU3490'SUN EXPLORATION AND PRODUCTION COMPANY COMBINATION RADIO KKD 241 AND
 AU3490'MICROWAVE KVG 91 TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 AU3490'ALTERNATELY RED AND WHITE AND HAS AN OVERALL HEIGHT OF 48.7 METERS
 AU3490'(160 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3491 ***********************************************************************
 AU3491  DESIGNATION -  MORGAN CITY TEXACO RAD TOWER
 AU3491  PID         -  AU3491
 AU3491  STATE/COUNTY-  LA/ST MARY
 AU3491  USGS QUAD   -  MORGAN CITY (1994)
 AU3491
 AU3491                         *CURRENT SURVEY CONTROL
 AU3491  ___________________________________________________________________
 AU3491* NAD 83(1992)-  29 41 20.49438(N)    091 10 19.84836(W)     ADJUSTED  
 AU3491* NAVD 88     -        60.6  **(meters)     199.   **(feet)  VERTCON   
 AU3491  **This station is located in a subsidence area (see below).
 AU3491  ___________________________________________________________________
 AU3491  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3491  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU3491
 AU3491  HORZ ORDER  -  THIRD
 AU3491
 AU3491.The horizontal coordinates were established by classical geodetic methods
 AU3491.and adjusted by the National Geodetic Survey in January 1993..
 AU3491
 AU3491 ** The orthometric height has not been validated since last determined
 AU3491 ** by differential leveling and should not be used for control purposes.
 AU3491 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3491 ** area with valid NAVD 88 orthometric heights.
 AU3491 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3491 ** epoch indicated which incorporates improved geoid heights for the
 AU3491 ** Southern Louisiana Subsidence area.
 AU3491 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3491
 AU3491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3491
 AU3491.The geoid height was determined by GEOID03.
 AU3491
 AU3491;                    North         East     Units Scale Factor Converg.
 AU3491;SPC LA S     -   131,808.380 1,015,596.392   MT  0.99994046   +0 04 50.1
 AU3491;SPC LA S     -   432,441.33  3,332,002.50   sFT  0.99994046   +0 04 50.1
 AU3491;UTM  15      - 3,285,725.227   676,851.430   MT  0.99998591   +0 54 19.9
 AU3491
 AU3491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3491!SPC LA S     -   0.99999450  x   0.99994046  =   0.99993496
 AU3491!UTM  15      -   0.99999450  x   0.99998591  =   0.99998041
 AU3491
 AU3491                          SUPERSEDED SURVEY CONTROL
 AU3491
 AU3491  NAD 83(1986)-  29 41 20.51771(N)    091 10 19.85009(W) AD(       ) 4
 AU3491  NGVD 29 (09/04/92)   60.6    (m)          199.     (f) VERT ANG       
 AU3491
 AU3491.Superseded values are not recommended for survey control.
 AU3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3491.See file dsdata.txt to determine how the superseded data were derived.
 AU3491
 AU3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7685185725(NAD 83)
 AU3491_MARKER: 42 = RADIO/TV MAST
 AU3491
 AU3491  HISTORY     - Date     Condition        Report By
 AU3491  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3491
 AU3491                          STATION DESCRIPTION
 AU3491
 AU3491'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3491'THE STATION IS LOCATED ABOUT 2.24 KM (1.4 MILES) EAST OF MORGAN CITY,
 AU3491'0.24 KM (0.15 MILE) SOUTH OF RAILROAD AVE AND 0.24 KM (0.15 MILE) EAST
 AU3491'OF RODRICK STREET.  THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE
 AU3491'TEXACO OIL COMPANY WAT 710 RADIO MAST.  IT IS A TRIANGULAR STEEL
 AU3491'STRUCTURE, GUYEA, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, SIX
 AU3491'DISHES ATTACHED TO THE STRUCTURE AND HAS AN OVERALL HEIGHT OF 60
 AU3491'METERS (198 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2373 ***********************************************************************
 AU2373  DESIGNATION -  MORGAN CITY WATER WORKS STACK
 AU2373  PID         -  AU2373
 AU2373  STATE/COUNTY-  LA/ST MARY
 AU2373  USGS QUAD   -  MORGAN CITY (1994)
 AU2373
 AU2373                         *CURRENT SURVEY CONTROL
 AU2373  ___________________________________________________________________
 AU2373* NAD 83(1992)-  29 42 26.77186(N)    091 12 58.67938(W)     ADJUSTED  
 AU2373* NAVD 88     -                                                        
 AU2373  **This station is located in a subsidence area (see below).
 AU2373  ___________________________________________________________________
 AU2373  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AU2373  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AU2373
 AU2373  HORZ ORDER  -  THIRD
 AU2373
 AU2373.The horizontal coordinates were established by classical geodetic methods
 AU2373.and adjusted by the National Geodetic Survey in January 1993..
 AU2373
 AU2373 ** The orthometric height has not been validated since last determined
 AU2373 ** by differential leveling and should not be used for control purposes.
 AU2373 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2373 ** area with valid NAVD 88 orthometric heights.
 AU2373 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2373 ** epoch indicated which incorporates improved geoid heights for the
 AU2373 ** Southern Louisiana Subsidence area.
 AU2373 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2373
 AU2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2373
 AU2373.The geoid height was determined by GEOID03.
 AU2373
 AU2373;                    North         East     Units Scale Factor Converg.
 AU2373;SPC LA S     -   133,843.818 1,011,324.407   MT  0.99993878   +0 03 30.7
 AU2373;SPC LA S     -   439,119.26  3,317,986.83   sFT  0.99993878   +0 03 30.7
 AU2373;UTM  15      - 3,287,698.994   672,550.411   MT  0.99996737   +0 53 03.0
 AU2373
 AU2373                          SUPERSEDED SURVEY CONTROL
 AU2373
 AU2373  NAD 83(1986)-  29 42 26.79598(N)    091 12 58.67536(W) AD(       ) 4
 AU2373  NAD 27      -  29 42 26.04900(N)    091 12 58.30500(W) AD(       ) 3
 AU2373
 AU2373.Superseded values are not recommended for survey control.
 AU2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2373.See file dsdata.txt to determine how the superseded data were derived.
 AU2373
 AU2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7255087699(NAD 83)
 AU2373
 AU2373  HISTORY     - Date     Condition        Report By
 AU2373  HISTORY     - UNK      MONUMENTED
 AU2373  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU2373
 AU2373                          STATION DESCRIPTION
 AU2373
 AU2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2373'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE WATER WORKS
 AU2373'WERE REBUILT IN 1940 AND THE OLD STATION WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2636 ***********************************************************************
 BJ2636  DESIGNATION -  MORGANZA BOLT
 BJ2636  PID         -  BJ2636
 BJ2636  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2636  USGS QUAD   -  MORGANZA (1994)
 BJ2636
 BJ2636                         *CURRENT SURVEY CONTROL
 BJ2636  ___________________________________________________________________
 BJ2636* NAD 83(1986)-  30 44 49.     (N)    091 35 54.     (W)     SCALED    
 BJ2636* NAVD 88     -         9.89   (+/-2cm)      32.4    (feet)  VERTCON   
 BJ2636  ___________________________________________________________________
 BJ2636  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2636
 BJ2636  VERT ORDER  -  ? (See Below)
 BJ2636
 BJ2636.The horizontal coordinates were scaled from a topographic map and have
 BJ2636.an estimated accuracy of +/- 6 seconds.
 BJ2636
 BJ2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2636.The vertical order pertains to the NGVD 29 superseded value.
 BJ2636
 BJ2636.The geoid height was determined by GEOID03.
 BJ2636
 BJ2636;                    North         East    Units  Estimated Accuracy
 BJ2636;SPC LA S     -   249,100.      974,630.      MT  (+/- 180 meters Scaled)
 BJ2636
 BJ2636                          SUPERSEDED SURVEY CONTROL
 BJ2636
 BJ2636  NGVD 29 (??/??/??)    9.878  (m)           32.41   (f) ADJUSTED    ?  
 BJ2636
 BJ2636.Superseded values are not recommended for survey control.
 BJ2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2636.See file dsdata.txt to determine how the superseded data were derived.
 BJ2636
 BJ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ341023(NAD 83)
 BJ2636_MARKER: B = BOLT
 BJ2636_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2636_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2636
 BJ2636  HISTORY     - Date     Condition        Report By
 BJ2636  HISTORY     - UNK      MONUMENTED       DOD
 BJ2636  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2636
 BJ2636                          STATION DESCRIPTION
 BJ2636
 BJ2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2636'1.0 MI N FROM MORGANZA.
 BJ2636'1 MILE N ALONG STATE HIGHWAY 30 FROM MORGANZA, POINTE COUPEE PARISH,
 BJ2636'108 FEET BACK FROM THE BASE OF THE OLD LEVEE, 1 FOOT N OF AN E AND W
 BJ2636'FENCE FORMERLY DIVIDING THE VIGNES AND MORGANZA PLANTATIONS, 10 FEET
 BJ2636'BACK OF AN 18 INCH COTTONWOOD TREE, 7.8 FEET IN FRONT OF AN 8 INCH
 BJ2636'HACKBERRY TREE.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET
 BJ2636'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 BJ2636'CORPS OF ENGINEERS, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0120 ***********************************************************************
 BJ0120  DESIGNATION -  MORGANZA CAP
 BJ0120  PID         -  BJ0120
 BJ0120  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0120  USGS QUAD   -  MORGANZA (1994)
 BJ0120
 BJ0120                         *CURRENT SURVEY CONTROL
 BJ0120  ___________________________________________________________________
 BJ0120* NAD 83(1986)-  30 44 49.     (N)    091 35 54.     (W)     SCALED    
 BJ0120* NAVD 88     -        11.10   (+/-2cm)      36.4    (feet)  VERTCON   
 BJ0120  ___________________________________________________________________
 BJ0120  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0120
 BJ0120  VERT ORDER  -  ? (See Below)
 BJ0120
 BJ0120.The horizontal coordinates were scaled from a topographic map and have
 BJ0120.an estimated accuracy of +/- 6 seconds.
 BJ0120
 BJ0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0120.The vertical order pertains to the NGVD 29 superseded value.
 BJ0120
 BJ0120.The geoid height was determined by GEOID03.
 BJ0120
 BJ0120;                    North         East    Units  Estimated Accuracy
 BJ0120;SPC LA S     -   249,100.      974,630.      MT  (+/- 180 meters Scaled)
 BJ0120
 BJ0120                          SUPERSEDED SURVEY CONTROL
 BJ0120
 BJ0120  NGVD 29 (??/??/??)   11.092  (m)           36.39   (f) ADJUSTED    ?  
 BJ0120
 BJ0120.Superseded values are not recommended for survey control.
 BJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0120.See file dsdata.txt to determine how the superseded data were derived.
 BJ0120
 BJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ341023(NAD 83)
 BJ0120_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0120_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0120
 BJ0120  HISTORY     - Date     Condition        Report By
 BJ0120  HISTORY     - UNK      MONUMENTED       DOD
 BJ0120  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0120  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0120
 BJ0120                          STATION DESCRIPTION
 BJ0120
 BJ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0120'1.0 MI N FROM MORGANZA.
 BJ0120'1 MILE N ALONG STATE HIGHWAY 30 FROM MORGANZA, POINTE COUPEE PARISH,
 BJ0120'108 FEET BACK FROM THE BASE OF THE OLD LEVEE, 1 FOOT N OF AN E AND W
 BJ0120'FENCE FORMERLY DIVIDING THE VIGNES AND MORGANZA PLANTATIONS, 10 FEET
 BJ0120'BACK OF AN 18 INCH COTTONWOOD TREE, 7.8 FEET IN FRONT OF AN 8 INCH
 BJ0120'HACKBERRY TREE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, STANDARD
 BJ0120'CAP.
 BJ0120
 BJ0120                          STATION RECOVERY (1976)
 BJ0120
 BJ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3037 ***********************************************************************
 AU3037  DESIGNATION -  MORMON
 AU3037  PID         -  AU3037
 AU3037  STATE/COUNTY-  LA/TERREBONNE
 AU3037  USGS QUAD   -  DULAC (1994)
 AU3037
 AU3037                         *CURRENT SURVEY CONTROL
 AU3037  ___________________________________________________________________
 AU3037* NAD 83(1992)-  29 28 37.45968(N)    090 44 53.96482(W)     ADJUSTED  
 AU3037* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3037  **This station is located in a subsidence area (see below).
 AU3037  ___________________________________________________________________
 AU3037  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3037  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AU3037
 AU3037  HORZ ORDER  -  FIRST
 AU3037
 AU3037.The horizontal coordinates were established by classical geodetic methods
 AU3037.and adjusted by the National Geodetic Survey in January 1993..
 AU3037
 AU3037 ** The orthometric height has not been validated since last determined
 AU3037 ** by differential leveling and should not be used for control purposes.
 AU3037 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3037 ** area with valid NAVD 88 orthometric heights.
 AU3037 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3037 ** epoch indicated which incorporates improved geoid heights for the
 AU3037 ** Southern Louisiana Subsidence area.
 AU3037 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3037.The orthometric height was scaled from a topographic map.
 AU3037
 AU3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3037
 AU3037.The geoid height was determined by GEOID03.
 AU3037
 AU3037;                    North         East     Units Scale Factor Converg.
 AU3037;SPC LA S     -   108,449.208 1,056,736.893   MT  0.99996724   +0 17 33.0
 AU3037;SPC LA S     -   355,803.78  3,466,977.62   sFT  0.99996724   +0 17 33.0
 AU3037;UTM  15      - 3,262,954.721   718,327.705   MT  1.00018820   +1 06 30.4
 AU3037
 AU3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3037!SPC LA S     -   1.00000363  x   0.99996724  =   0.99997087
 AU3037!UTM  15      -   1.00000363  x   1.00018820  =   1.00019183
 AU3037
 AU3037:                Primary Azimuth Mark                     Grid Az
 AU3037:SPC LA S     -  ASHLAND SUGAR MILL FLAT TOP TK           049 53 32.0
 AU3037:UTM  15      -  ASHLAND SUGAR MILL FLAT TOP TK           049 04 34.6
 AU3037
 AU3037|---------------------------------------------------------------------|
 AU3037| PID    Reference Object                     Distance      Geod. Az  |
 AU3037|                                                           dddmmss.s |
 AU3037| AU3163 ASHLAND SUGAR MILL FLAT TOP TK      APPROX. 9.4 KM 0501105.0 |
 AU3037| DD7455 MORMON RM 1                          29.438 METERS 08322     |
 AU3037| DD7456 MORMON RM 2                          24.018 METERS 16851     |
 AU3037| AU3082 ST MICHAELS PLANTATION MORM CH      APPROX. 2.2 KM 1853919.1 |
 AU3037|---------------------------------------------------------------------|
 AU3037
 AU3037                          SUPERSEDED SURVEY CONTROL
 AU3037
 AU3037  NAD 83(1986)-  29 28 37.48260(N)    090 44 53.96677(W) AD(       ) 1
 AU3037  NAD 27      -  29 28 36.70200(N)    090 44 53.63800(W) AD(       ) 1
 AU3037
 AU3037.Superseded values are not recommended for survey control.
 AU3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3037.See file dsdata.txt to determine how the superseded data were derived.
 AU3037
 AU3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1832862955(NAD 83)
 AU3037_MARKER: DS = TRIANGULATION STATION DISK
 AU3037_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3037_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3037
 AU3037  HISTORY     - Date     Condition        Report By
 AU3037  HISTORY     - 1934     MONUMENTED       CGS
 AU3037  HISTORY     - 1948     GOOD             CGS
 AU3037  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3037
 AU3037                          STATION DESCRIPTION
 AU3037
 AU3037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3037'ON THE E SIDE OF STATE HIGHWAY 247, AT ST. MICHAELS PLANTATION
 AU3037'(OWNED BY DR. MORMON) ON BAYOU DE LARGE, 0.9 MILE N OF MORMON
 AU3037'CANAL, IN SE CORNER OF THE INTERSECTION OF THE MAIN ROAD
 AU3037'AND A SHELL LANE LEADING TO THE PLANTATION HOUSE, IN THE
 AU3037'FRONT YARD OF A PLANTATION SHACK JUST INSIDE THE FENCE LINE,
 AU3037'DIAGONALLY OPPOSITE A PROMINENT NEGRO CHURCH, WHICH IS ON
 AU3037'THE SPOIL BANK ON OPPOSITE SIDE OF THE BAYOU, 12.2 METERS
 AU3037'(40 FEET) FROM HIGHWAY 247, 15.5 METERS (51 FEET) S OF THE
 AU3037'LANE AND 23.3 METERS (76 FEET) E OF THE E BANK OF THE BAYOU.
 AU3037'
 AU3037'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3037'IN THE TOP OF A TILE.
 AU3037'
 AU3037'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3037'IS ALONG THE FENCE LINE TO THE E,
 AU3037'7.5 METERS (25 FEET) FROM THE LANE AND 29.44 METERS (96.6
 AU3037'FEET) FROM THE STATION N 83 DEG 22 MIN E.
 AU3037'
 AU3037'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3037'IS ALONG THE FENCE LINE TO THE S,
 AU3037'9.4 METERS (31 FEET) E OF THE ROAD AND 24.01 METERS (78.8
 AU3037'FEET) FROM THE STATION S 11 DEG 09 MIN E.
 AU3037'
 AU3037'STATION TTR 52 L (U.S.G.S.), A STANDARD MARK SET IN A SQUARE
 AU3037'CONCRETE POST, IS ON THE FENCE LINE BETWEEN THE ROAD AND
 AU3037'THE STATION, 5.79 METERS (19.0 FEET) FROM THE STATION
 AU3037'N 76 DEG 12 MIN W.
 AU3037'
 AU3037'A STACK AT MARMANDE SUGAR MILL IS S 15 DEG 30 MIN W FROM THE STATION.
 AU3037
 AU3037                          STATION RECOVERY (1948)
 AU3037
 AU3037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU3037'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 AU3037'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 AU3037'FOLLOWING DISCREPANCY--
 AU3037'
 AU3037'THE STATION DISK IS STAMPED MORMAN 1933.
 AU3037
 AU3037                          STATION RECOVERY (1952)
 AU3037
 AU3037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3037'STATION AND REFERENCE MARK 2 WERE SEARCHED FOR BUT NOT RECOVERED.
 AU3037'IT IS BELIEVED THAT THEY HAVE BEEN DESTROYED DURING CONSTRUCTION
 AU3037'OF A NEW HIGHWAY BECAUSE THEY NOW FALL UNDER THE EDGE OF THE
 AU3037'NEW CONCRETE HIGHWAY.  REFERENCE MARK 1 WAS RECOVERED IN
 AU3037'GOOD CONDITION.  STATION TT 52 L (U.S.G.S.) HAS BEEN DESTROYED
 AU3037'(SEE RECOVERY NOTE FOR THIS STATION).  A NEW DESCRIPTION
 AU3037'OF THE REFERENCE MARK FOLLOWS--
 AU3037'
 AU3037'REFERENCE MARK 1 IS LOCATED AT THE ENTRANCE TO ST. MICHAELS
 AU3037'PLANTATION, 1.4 MI. N OF THE POST OFFICE AT THERIOT, 139.2
 AU3037'FT. E OF THE CENTER OF THE INTERSECTION OF HIGHWAY 247 AND
 AU3037'A SHELL ROAD LEADING TO A PLANTATION HOUSE, 24.5 FT. S OF THE
 AU3037'CENTERLINE OF THE SHELL ROAD, 6 FT. NE OF A JAPANESE PLUM
 AU3037'TREE, AND 12.5 FT. NW OF THE NW CORNER OF THE CHIMNEY OF A
 AU3037'GREEN PLANTATION SERVANT HOUSE.  IT IS A STANDARD DISK, STAMPED
 AU3037'MORMON 1933 NO 1 AND SET IN THE TOP OF A 10-IN. SQUARE
 AU3037'CONCRETE MONUMENT PROJECTING 2 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2646 ***********************************************************************
 BJ2646  DESIGNATION -  MORRISON BOLT
 BJ2646  PID         -  BJ2646
 BJ2646  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2646  USGS QUAD   -  MORGANZA (1994)
 BJ2646
 BJ2646                         *CURRENT SURVEY CONTROL
 BJ2646  ___________________________________________________________________
 BJ2646* NAD 83(1986)-  30 43 56.     (N)    091 30 56.     (W)     SCALED    
 BJ2646* NAVD 88     -        11.39   (+/-2cm)      37.4    (feet)  VERTCON   
 BJ2646  ___________________________________________________________________
 BJ2646  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2646
 BJ2646  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2646
 BJ2646.The horizontal coordinates were scaled from a topographic map and have
 BJ2646.an estimated accuracy of +/- 6 seconds.
 BJ2646
 BJ2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2646.The vertical order pertains to the NGVD 29 superseded value.
 BJ2646
 BJ2646.The geoid height was determined by GEOID03.
 BJ2646
 BJ2646;                    North         East    Units  Estimated Accuracy
 BJ2646;SPC LA S     -   247,450.      982,550.      MT  (+/- 180 meters Scaled)
 BJ2646
 BJ2646                          SUPERSEDED SURVEY CONTROL
 BJ2646
 BJ2646  NGVD 29 (??/??/??)   11.383  (m)           37.35   (f) ADJUSTED    1 2
 BJ2646
 BJ2646.Superseded values are not recommended for survey control.
 BJ2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2646.See file dsdata.txt to determine how the superseded data were derived.
 BJ2646
 BJ2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ421008(NAD 83)
 BJ2646_MARKER: B = BOLT
 BJ2646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2646_STAMPING: PBM MORRISON
 BJ2646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2646
 BJ2646  HISTORY     - Date     Condition        Report By
 BJ2646  HISTORY     - UNK      MONUMENTED       DOD
 BJ2646  HISTORY     - 1964     GOOD             CGS
 BJ2646
 BJ2646                          STATION DESCRIPTION
 BJ2646
 BJ2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2646'5.8 MI E FROM MORGANZA.
 BJ2646'ABOUT 3.6 MILES SOUTHEAST ALONG STATE ROADS 1 AND 10 FROM THE TEXAS
 BJ2646'AND PACIFIC RAILROAD STATION AT MORGANZA, THENCE 2.2 MILES NORTHEAST
 BJ2646'ALONG STATE ROAD 420, OR ABOUT 2.5 MILES NORTH ALONG STATE ROAD 10
 BJ2646'FROM THE TEXAS AND PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 5.2
 BJ2646'MILES WEST ALONG STATE ROAD 420, 38 FEET NORTH OF THE CENTER LINE OF
 BJ2646'THE ROAD, 166 FEET SOUTH OF THE CENTER LINE OF A LEVEE, 123 FEET
 BJ2646'SOUTHEAST OF A 36-INCH PECAN TREE, 4 FEET SOUTH OF A FENCE, ABOUT
 BJ2646'LEVEL WITH THE ROAD, A COPPER BOLT SET IN CONCRETE ABOUT 2 1/2 FEET
 BJ2646'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ2646'IRON PIPE BEARING A CAP WHICH PROJECTS 16 INCHES.  NOTE-- THE PIPE WAS
 BJ2646'CLEANED OUT AND STRAIGHTENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2580 ***********************************************************************
 AU2580  DESIGNATION -  MORT 1955
 AU2580  PID         -  AU2580
 AU2580  STATE/COUNTY-  LA/ST MARY
 AU2580  USGS QUAD   -  HAMMOCK LAKE (1994)
 AU2580
 AU2580                         *CURRENT SURVEY CONTROL
 AU2580  ___________________________________________________________________
 AU2580* NAD 83(1992)-  29 43 11.79879(N)    091 52 12.68293(W)     ADJUSTED  
 AU2580* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2580  **This station is located in a subsidence area (see below).
 AU2580  ___________________________________________________________________
 AU2580  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2580  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2580
 AU2580  HORZ ORDER  -  THIRD
 AU2580
 AU2580.The horizontal coordinates were established by classical geodetic methods
 AU2580.and adjusted by the National Geodetic Survey in January 1993..
 AU2580
 AU2580 ** The orthometric height has not been validated since last determined
 AU2580 ** by differential leveling and should not be used for control purposes.
 AU2580 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2580 ** area with valid NAVD 88 orthometric heights.
 AU2580 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2580 ** epoch indicated which incorporates improved geoid heights for the
 AU2580 ** Southern Louisiana Subsidence area.
 AU2580 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2580.The orthometric height was scaled from a topographic map.
 AU2580
 AU2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2580
 AU2580.The geoid height was determined by GEOID03.
 AU2580
 AU2580;                    North         East     Units Scale Factor Converg.
 AU2580;SPC LA S     -   135,346.047   948,059.328   MT  0.99993769   -0 16 06.4
 AU2580;SPC LA S     -   444,047.82  3,110,424.65   sFT  0.99993769   -0 16 06.4
 AU2580;UTM  15      - 3,288,287.727   609,275.876   MT  0.99974733   +0 33 36.6
 AU2580
 AU2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2580!SPC LA S     -   1.00000408  x   0.99993769  =   0.99994177
 AU2580!UTM  15      -   1.00000408  x   0.99974733  =   0.99975141
 AU2580
 AU2580:                Primary Azimuth Mark                     Grid Az
 AU2580:SPC LA S     -  WEEKS IS MORTON SALT CO TANK             032 00 02.3
 AU2580:UTM  15      -  WEEKS IS MORTON SALT CO TANK             031 10 19.3
 AU2580
 AU2580|---------------------------------------------------------------------|
 AU2580| PID    Reference Object                     Distance      Geod. Az  |
 AU2580|                                                           dddmmss.s |
 AU2580| AU2618 WEEKS IS MORTON SALT CO TANK        APPROX.11.2 KM 0314355.9 |
 AU2580| AU2617 CYPREMORT PLANTATION STK            APPROX.11.2 KM 0565706.2 |
 AU2580| AU2587 FLOATING RIG B                      APPROX. 6.4 KM 2213021.7 |
 AU2580| AU2586 FLOATING RIG A                      APPROX. 6.7 KM 2215334.9 |
 AU2580| AU2630 AVERY ISLAND SALT WORKS TANK        APPROX.19.7 KM 3484929.8 |
 AU2580|---------------------------------------------------------------------|
 AU2580
 AU2580                          SUPERSEDED SURVEY CONTROL
 AU2580
 AU2580  NAD 83(1986)-  29 43 11.81983(N)    091 52 12.67626(W) AD(       ) 3
 AU2580  NAD 27      -  29 43 11.05700(N)    091 52 12.25200(W) AD(       ) 3
 AU2580
 AU2580.Superseded values are not recommended for survey control.
 AU2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2580.See file dsdata.txt to determine how the superseded data were derived.
 AU2580
 AU2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0927688288(NAD 83)
 AU2580_MARKER: DS = TRIANGULATION STATION DISK
 AU2580_SETTING: 0 = UNSPECIFIED SETTING
 AU2580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2580
 AU2580  HISTORY     - Date     Condition        Report By
 AU2580  HISTORY     - 1955     MONUMENTED       CGS
 AU2580
 AU2580                          STATION DESCRIPTION
 AU2580
 AU2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2580'STATION IS LOCATED IN THE SETTLEMENT AT CYPREMORT POINT, 0.2
 AU2580'MILE E OF THE BRIDGE ACROSS BAYOU CYPREMORT, ON THE N SIDE
 AU2580'OF THE ROAD, ON THE SPOIL BANK ON THE SW SIDE OF THE CANAL
 AU2580'LEADING FROM TERREBONNES FISH MARKET TO VERMILION BAY, NEAR
 AU2580'THE CENTER OF THE SPOIL BANK AND ON THE HIGHEST POINT.  A
 AU2580'STANDARD DISK, STAMPED MORT 1955, IN THE TOP OF A 2-1/2 INCH
 AU2580'IRON PIPE PROJECTING 8 INCHES.  LOCATED BY THREE POINT FIX.
 AU2580'
 AU2580'NO REFERENCE MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3116 ***********************************************************************
 AU3116  DESIGNATION -  MORVANT
 AU3116  PID         -  AU3116
 AU3116  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 AU3116  USGS QUAD   -  LOWER VACHERIE (1980)
 AU3116
 AU3116                         *CURRENT SURVEY CONTROL
 AU3116  ___________________________________________________________________
 AU3116* NAD 83(1992)-  29 55 47.67303(N)    090 39 43.55560(W)     ADJUSTED  
 AU3116* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 AU3116  **This station is located in a subsidence area (see below).
 AU3116  ___________________________________________________________________
 AU3116  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AU3116  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AU3116
 AU3116  HORZ ORDER  -  FIRST
 AU3116
 AU3116.The horizontal coordinates were established by classical geodetic methods
 AU3116.and adjusted by the National Geodetic Survey in January 1993..
 AU3116
 AU3116 ** The orthometric height has not been validated since last determined
 AU3116 ** by differential leveling and should not be used for control purposes.
 AU3116 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3116 ** area with valid NAVD 88 orthometric heights.
 AU3116 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3116 ** epoch indicated which incorporates improved geoid heights for the
 AU3116 ** Southern Louisiana Subsidence area.
 AU3116 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3116
 AU3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3116
 AU3116.The geoid height was determined by GEOID03.
 AU3116
 AU3116;                    North         East     Units Scale Factor Converg.
 AU3116;SPC LA S     -   158,687.098 1,064,805.255   MT  0.99992651   +0 20 08.3
 AU3116;SPC LA S     -   520,625.92  3,493,448.57   sFT  0.99992651   +0 20 08.3
 AU3116;UTM  15      - 3,313,316.806   725,675.124   MT  1.00022840   +1 10 01.1
 AU3116
 AU3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3116!SPC LA S     -   1.00000382  x   0.99992651  =   0.99993033
 AU3116!UTM  15      -   1.00000382  x   1.00022840  =   1.00023222
 AU3116
 AU3116|---------------------------------------------------------------------|
 AU3116| PID    Reference Object                     Distance      Geod. Az  |
 AU3116|                                                           dddmmss.s |
 AU3116| DD7457 MORVANT RM 1                         39.605 METERS 10433     |
 AU3116| DD7459 MORVANT RM 3                                       1780045.1 |
 AU3116| DD7458 MORVANT RM 2                         47.656 METERS 19349     |
 AU3116| CS7285 MORVANT RM 4                         44.440 METERS 21222     |
 AU3116| AU3117 SOUTH VACHERIE WATER TANK           APPROX. 2.1 KM 2984921.4 |
 AU3116|---------------------------------------------------------------------|
 AU3116
 AU3116                          SUPERSEDED SURVEY CONTROL
 AU3116
 AU3116  NAD 83(1986)-  29 55 47.69088(N)    090 39 43.55690(W) AD(       ) 1
 AU3116  NAD 27      -  29 55 46.95270(N)    090 39 43.23611(W) AD(       ) 1
 AU3116  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 AU3116
 AU3116.Superseded values are not recommended for survey control.
 AU3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3116.See file dsdata.txt to determine how the superseded data were derived.
 AU3116
 AU3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2567513317(NAD 83)
 AU3116_MARKER: DS = TRIANGULATION STATION DISK
 AU3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3116
 AU3116  HISTORY     - Date     Condition        Report By
 AU3116  HISTORY     - 1972     MONUMENTED       NGS
 AU3116
 AU3116                          STATION DESCRIPTION
 AU3116
 AU3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3116'MEASUREMENTS WERE MADE WITH A 300 FOOT TAPE, HOLDING 10 KGS. TENSION.
 AU3116'
 AU3116'THE STATION IS LOCATED ABOUT 13.5 MILES NORTHWEST OF DES ALLEMANDS,
 AU3116'6.5 MILES SOUTHEAST OF VACHERIE, 6.5 MILES NORTH-NORTHEAST OF
 AU3116'CHOCTAW AND ON LAND OWNED BY THE GOLDEN STAR PLANTATION, PERMISSION
 AU3116'WAS OBTAINED FROM MR. C.L. MORVANT, ROUTE 1, BOX 326 B,
 AU3116'VACHERIE, LOUISIANA.  TELEPHONE NUMBER 265-4159.
 AU3116'
 AU3116'TO REACH THE STATION FROM THE POST OFFICE IN VACHERIE, GO SOUTHERLY
 AU3116'ON STATE HIGHWAY 20 FOR 4.15 MILES TO STATE HIGHWAY 643 ON THE LEFT.
 AU3116'TURN LEFT AND GO EASTERLY ON STATE HIGHWAY 643 FOR 1.45 MILES TO
 AU3116'THE INTERSECTION WITH STATE HIGHWAY 644.  TURN RIGHT AND GO
 AU3116'SOUTHERLY ON STATE HIGHWAY 643 FOR 0.7 MILE TO WHERE STATE HIGHWAY
 AU3116'643 MAKES A SHARP LEFT TURN.  TURN LEFT AND GO EASTERLY ON STATE
 AU3116'HIGHWAY 643 FOR 0.85 MILE TO THE END OF THE BLACKTOP, CONTINUE
 AU3116'EASTERLY FOR 0.05 MILE AND THE STATION ON THE LEFT.
 AU3116'
 AU3116'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON A DIRT ROAD
 AU3116'FOR 0.25 MILE TO A CANAL AND THE MARK ON THE RIGHT.
 AU3116'
 AU3116'STATION MARK, A STANDARD DISK STAMPED MORVANT 1972, IS SET IN THE TOP
 AU3116'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AU3116'GROUND SURFACE.  IT IS 175 FEET NORTH OF THE CENTER OF A SHELL
 AU3116'ROAD, 80 FEET WEST OF A SHELL DRIVEWAY AND 53.5 FEET SOUTH OF A
 AU3116'WIRE FENCE.  NO UNDERGROUND MARK WAS ESTABLISHED.
 AU3116'
 AU3116'REFERENCE MARK 1, A STANDARD DISK STAMPED MORVANT NO 1 1972, IS SET
 AU3116'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU3116'WITH THE GROUND SURFACE.  IT IS 26 FEET WEST OF A SHELL ROAD AND 1.5
 AU3116'FEET EAST OF AN ELECTRIC FENCE.
 AU3116'
 AU3116'REFERENCE MARK 2, A STANDARD DISK STAMPED MORVANT NO 2 1972, IS SET
 AU3116'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU3116'WITH THE GROUND SURFACE.  IT IS 19 FEET NORTH OF THE CENTER OF THE
 AU3116'SHELL ROAD AND 1 FOOT SOUTH OF THE ELECTRIC FENCE.
 AU3116'
 AU3116'REFERENCE MARK 3, A STANDARD DISK STAMPED MORVANT NO 3 1972, IS SET
 AU3116'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 AU3116'INCHES ABOVE THE GROUND SURFACE.  IT IS 12 FEET WEST-SOUTHWEST OF
 AU3116'THE CENTER OF A FIELD ROAD, 3 FEET NORTHEAST OF A BAYOU AND 2 FEET
 AU3116'NORTH-NORTHWEST OF A METAL WITNESS POST.
 AU3116'
 AU3116'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3404 ***********************************************************************
 CQ3404  FBN         -  This is a Federal Base Network Control Station.
 CQ3404  DESIGNATION -  MOSS
 CQ3404  PID         -  CQ3404
 CQ3404  STATE/COUNTY-  LA/WEBSTER
 CQ3404  USGS QUAD   -  CULLEN (1981)
 CQ3404
 CQ3404                         *CURRENT SURVEY CONTROL
 CQ3404  ___________________________________________________________________
 CQ3404* NAD 83(1992)-  32 59 15.24705(N)    093 24 38.24429(W)     ADJUSTED  
 CQ3404* NAVD 88     -        63.289  (meters)     207.64   (feet)  ADJUSTED  
 CQ3404  ___________________________________________________________________
 CQ3404  X           -    -318,592.036 (meters)                     COMP
 CQ3404  Y           -  -5,345,771.510 (meters)                     COMP
 CQ3404  Z           -   3,452,822.484 (meters)                     COMP
 CQ3404  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 CQ3404  ELLIP HEIGHT-          37.09  (meters)          (07/20/01) GPS OBS
 CQ3404  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ3404  DYNAMIC HT  -          63.220 (meters)     207.41  (feet)  COMP
 CQ3404  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 CQ3404
 CQ3404  HORZ ORDER  -  B
 CQ3404  VERT ORDER  -  SECOND    CLASS II
 CQ3404  ELLP ORDER  -  FOURTH    CLASS I
 CQ3404
 CQ3404.This mark is at Springhill Airport (SPH)
 CQ3404
 CQ3404.The horizontal coordinates were established by GPS observations
 CQ3404.and adjusted by the National Geodetic Survey in September 1992..
 CQ3404
 CQ3404.The orthometric height was determined by differential leveling
 CQ3404.and adjusted by the National Geodetic Survey in September 1998..
 CQ3404.WARNING-GPS observations at this control monument resulted in a GPS
 CQ3404.derived orthometric height which differed from the leveled height by
 CQ3404.more than one decimeter (0.1 meter).
 CQ3404
 CQ3404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3404
 CQ3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3404
 CQ3404.The ellipsoidal height was determined by GPS observations
 CQ3404.and is referenced to NAD 83.
 CQ3404
 CQ3404.The geoid height was determined by GEOID03.
 CQ3404
 CQ3404.The dynamic height is computed by dividing the NAVD 88
 CQ3404.geopotential number by the normal gravity value computed on the
 CQ3404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3404.degrees latitude (g = 980.6199 gals.).
 CQ3404
 CQ3404.The modeled gravity was interpolated from observed gravity values.
 CQ3404
 CQ3404;                    North         East     Units Scale Factor Converg.
 CQ3404;SPC LA N     -   276,184.505   914,880.815   MT  1.00008893   -0 28 53.2
 CQ3404;SPC LA N     -   906,115.33  3,001,571.47   sFT  1.00008893   -0 28 53.2
 CQ3404;SPC AR S     -   436,501.896   268,147.330   MT  1.00008393   -0 47 22.2
 CQ3404;SPC AR S     - 1,432,089.97    879,746.70   sFT  1.00008393   -0 47 22.2
 CQ3404;UTM  15      - 3,649,983.651   461,635.758   MT  0.99961815   -0 13 24.9
 CQ3404
 CQ3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3404!SPC LA N     -   0.99999418  x   1.00008893  =   1.00008311
 CQ3404!SPC AR S     -   0.99999418  x   1.00008393  =   1.00007811
 CQ3404!UTM  15      -   0.99999418  x   0.99961815  =   0.99961233
 CQ3404
 CQ3404                          SUPERSEDED SURVEY CONTROL
 CQ3404
 CQ3404  ELLIP H (06/20/00)   37.08   (m)                       GP(       ) 3 1
 CQ3404  ELLIP H (05/01/00)   37.10   (m)                       GP(       ) 3 1
 CQ3404  ELLIP H (05/09/94)   37.18   (m)                       GP(       ) 4 2
 CQ3404  ELLIP H (09/10/92)   37.18   (m)                       GP(       ) 4 1
 CQ3404  NAD 83(1986)-  32 59 15.25959(N)    093 24 38.23497(W) AD(       ) 3
 CQ3404  NAD 27      -  32 59 14.76877(N)    093 24 37.63355(W) AD(       ) 3
 CQ3404  NAVD 88 (03/10/99)   63.29   (m)          207.6    (f) LEVELING    3  
 CQ3404  NGVD 29 (11/20/87)   63.4    (m)          208.     (f) GPS OBS        
 CQ3404
 CQ3404.Superseded values are not recommended for survey control.
 CQ3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3404.See file dsdata.txt to determine how the superseded data were derived.
 CQ3404
 CQ3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6163649984(NAD 83)
 CQ3404_MARKER: DH = HORIZONTAL CONTROL DISK
 CQ3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3404_SP_SET: CONCRETE POST
 CQ3404_STAMPING: MOSS 1986
 CQ3404_MARK LOGO: NGS   
 CQ3404_PROJECTION: FLUSH
 CQ3404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3404+STABILITY: SURFACE MOTION
 CQ3404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3404+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 CQ3404
 CQ3404  HISTORY     - Date     Condition        Report By
 CQ3404  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3404  HISTORY     - 1986     GOOD             LADTD
 CQ3404  HISTORY     - 19870420 GOOD
 CQ3404  HISTORY     - 19910925 GOOD             LADTD
 CQ3404  HISTORY     - 19920310 GOOD
 CQ3404  HISTORY     - 19930418 GOOD             LADTD
 CQ3404  HISTORY     - 19950606 GOOD             LADTD
 CQ3404  HISTORY     - 19970404 GOOD             NGS
 CQ3404  HISTORY     - 19980211 GOOD             LADTD
 CQ3404  HISTORY     - 19980223 GOOD             NGS
 CQ3404  HISTORY     - 19980223 GOOD             NGS
 CQ3404  HISTORY     - 20021012 GOOD             USPSQD
 CQ3404  HISTORY     - 20040830 GOOD             LADTD
 CQ3404
 CQ3404                          STATION DESCRIPTION
 CQ3404
 CQ3404'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3404'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) EAST OF SPRINGHILL, AT
 CQ3404'THE SPRINGHILL AIRPORT AND NEAR THE NORTH END OF THE RUNWAY.
 CQ3404'OWNERSHIP--CITY OF SPRINGHILL, FOR ENTRANCE INTO THE AIRFIELD
 CQ3404'CONTACT MR. S.C. MOSS, SPRINGHILL, LA. TELEPHONE 318-539-4568.
 CQ3404'
 CQ3404'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND 157
 CQ3404'IN SPRINGHILL, GO SOUTHEASTERLY ALONG STATE HIGHWAY 157 FOR 5.6 KM
 CQ3404'(3.5 MI) TO A PARISH ROAD RIGHT. TURN RIGHT, SOUTH, FOR 0.6 KM
 CQ3404'(0.35 MI) TO A PARISH ROAD RIGHT, THENCE EAST FOR 0.4 KM (0.25 MI)
 CQ3404'TO THE AIRPORT OFFICE BUILDING. COMTINUE SOUTH FOR 0.2 KM (0.1 MI)
 CQ3404'TO THE RUNWAY AND THE STATION ON THE LEFT AND EAST OF THE RUNWAY.
 CQ3404'
 CQ3404'THE STATION IS A STANDARD NGS DISK
 CQ3404'STAMPED---MOSS 1986---,
 CQ3404'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3404'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CQ3404'23.2 METERS (76 FT) SOUTH FROM THE CENTER OF AN APPROACH RAMP,
 CQ3404'17.4 METERS (57 FT) EAST FROM THE CENTER OF THE RUNWAY,
 CQ3404'16.8 METERS (55 FT) SOUTHWEST FROM THE SOUTH END OF A 24-INCH METAL
 CQ3404'CULVERT,
 CQ3404'12.2 METERS (40 FT) NORTHWEST FROM A VASI LIGHT AND
 CQ3404'2.9 METERS (9.5 FT) EAST FROM A BLUE DOME LIGHT WITH WITNESS SIGN
 CQ3404'ATTACHED.
 CQ3404'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3404'STAMPED---MOSS 1986---,
 CQ3404'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3404'
 CQ3404'DESCRIBED BY RICHARD COPP.
 CQ3404
 CQ3404                          STATION RECOVERY (1986)
 CQ3404
 CQ3404'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ3404'RECOVERED IN GOOD CONDITION.
 CQ3404
 CQ3404                          STATION RECOVERY (1987)
 CQ3404
 CQ3404'RECOVERED 1987
 CQ3404'RECOVERED IN GOOD CONDITION.
 CQ3404
 CQ3404                          STATION RECOVERY (1991)
 CQ3404
 CQ3404'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CQ3404'THE STATION IS LOCATED ABOUT 30.0 MI (48.3 KM) NORTHEAST OF
 CQ3404'SHREVEPORT, 20.0 MI (32.2 KM) NORTHWEST OF HOMER AND 3.0 MI (4.8 KM)
 CQ3404'SOUTHEAST OF SPRINGHILL, AT THE SPRINGHILL AIRPORT AND NEAR THE NORTH
 CQ3404'END OF THE RUNWAY. OWNERSHIP--CITY OF SPRINGHILL, FOR ENTRANCE INTO
 CQ3404'THE AIRFIELD CONTACT MR. S. C. MOSS, SPRINGHILL, LA. TELEPHONE
 CQ3404'318-539-4568.
 CQ3404'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 157 IN
 CQ3404'SPRINGHILL, GO EAST FOR 3.5 MI (5.6 KM) ON HIGHWAY 157 TO A PARISH
 CQ3404'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.35 MI (0.56 KM) ON THE
 CQ3404'PARISH ROAD TO ANOTHER PARISH ROAD LEFT, TURN LEFT AND GO EAST FOR
 CQ3404'0.25 MI (0.40 KM) ON THE PARISH ROAD TO THE AIRPORT OFFICE BUILDING,
 CQ3404'THEN SOUTH FOR 0.1 MI (0.2 KM) TO THE RUNWAY AND THE STATION ON THE
 CQ3404'LEFT AND EAST OF THE RUNWAY.
 CQ3404'THE STATION IS 76.0 FT (23.2 M) SOUTH FROM THE CENTER OF AN APPROACH
 CQ3404'RAMP, 66.5 FT (20.3 M) NORTH FROM A WHITE DOME LIGHT, 57.0 FT
 CQ3404'(17.4 M) EAST FROM THE CENTER OF THE RUNWAY, 39.5 FT (12.0 M)
 CQ3404'NORTHWEST FROM THE NORTHWEST END OF A RED VASI LIGHT, 32.0 FT (9.8 M)
 CQ3404'SOUTH-SOUTHWEST FROM A BLUE DOME LIGHT, 2.0 FT (0.6 M) NORTH-NORTHWEST
 CQ3404'FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND
 CQ3404'ABOUT LEVEL WITH THE RUNWAY.
 CQ3404
 CQ3404                          STATION RECOVERY (1992)
 CQ3404
 CQ3404'RECOVERED 1992
 CQ3404'RECOVERED IN GOOD CONDITION.
 CQ3404
 CQ3404                          STATION RECOVERY (1993)
 CQ3404
 CQ3404'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 CQ3404'RECOVERED IN GOOD CONDITION.
 CQ3404
 CQ3404                          STATION RECOVERY (1995)
 CQ3404
 CQ3404'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ3404'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF SPRINGHILL, 5.0
 CQ3404'MI (8.0 KM) NORTH-NORTHEAST OF SARETA AND 6.5 MI (10.5 KM) NORTHWEST
 CQ3404'OF SHONGALOO.  OWNERSHIP--CITY OF SPRINGHILL, FOR ENTRANCE INTO THE
 CQ3404'AIRFIELD CONTACT MR.  S.  C.  MOSS, SPRINGHILL, LA., TELEPHONE
 CQ3404'318-539-4568.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CQ3404'HIGHWAYS 7 AND 157 IN SPRINGHILL, GO EAST FOR 3.5 MI (5.6 KM) ON
 CQ3404'HIGHWAY 157 TO THE JUNCTION WITH SPRINGHILL AIRPORT RD (WEBSTER PARISH
 CQ3404'210) , TURN RIGHT AND GO SOUTH FOR 0.35 MI (0.56 KM) ON SPRINGHILL
 CQ3404'AIRPORT RD TO THE SOUTH JUNCTION OF AIRPORT LOOP RD, TURN RIGHT AND GO
 CQ3404'EAST FOR 0.05 MI (0.08 KM) ON AIRPORT LOOP RD TO THE JUNCTION WITH THE
 CQ3404'AIRPORT ENTRANCE ROAD, TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM) ON
 CQ3404'THE AIRPORT ENTRANCE ROAD TO THE AIRPORT OFFICE BUILDING ON THE LEFT,
 CQ3404'CONTINUE SOUTH FOR 0.1 MI (0.2 KM) ACROSS AN AIRPLANE PARKING AREA TO
 CQ3404'THE RUNWAY AND THE STATION ON THE LEFT AND EAST OF THE RUNWAY.  THE
 CQ3404'STATION IS 76.0 FT (23.2 M) SOUTH FROM THE CENTER OF AN APPROACH RAMP,
 CQ3404'67.0 FT (20.4 M) NORTH-NORTHWEST FROM A CLEAR DOME RUNWAY LIGHT, 58.0
 CQ3404'FT (17.7 M) EAST FROM THE CENTER OF THE RUNWAY, 41.0 FT (12.5 M)
 CQ3404'NORTHWEST FROM THE CENTER OF A VASI GLIDE LIGHT, 32.5 FT (9.9 M)
 CQ3404'SOUTH-SOUTHWEST FROM A BLUE DOME APPROACH LIGHT, 2.0 FT (0.6 M) NORTH
 CQ3404'FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND
 CQ3404'ABOUT LEVEL WITH THE RUNWAY.
 CQ3404
 CQ3404                          STATION RECOVERY (1997)
 CQ3404
 CQ3404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 CQ3404'THE STATION IS LOCATED ABOUT 30.0 MI (48.3 KM) NORTHEAST OF
 CQ3404'SHREVEPORT, 20.0 MI (32.2 KM) NORTHWEST OF HOMER AND 3.0 MI (4.8 KM)
 CQ3404'SOUTHEAST OF SPRINGHILL, AT THE SPRINGHILL AIRPORT AND NEAR THE NORTH
 CQ3404'END OF THE RUNWAY.  OWNERSHIP--CITY OF SPRINGHILL, FOR ENTRANCE INTO
 CQ3404'THE AIRFIELD CONTACT MR. S.C. MOSS, SPRINGHILL LA, TELEPHONE
 CQ3404'318-539-4568.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CQ3404'HIGHWAYS 7 AND 157 IN SPRINGHILL, GO EAST FOR 3.5 MI (5.6 KM) ON
 CQ3404'HIGHWAY 157 TO PARISH ROAD 21 (SPRINGHILL AIRPORT ROAD) ON RIGHT, TURN
 CQ3404'RIGHT AND GO SOUTH FOR 0.35 MI (0.56 KM) ON THE PARISH ROAD 21 TO
 CQ3404'ANOTHER PARISH ROAD LEFT, TURN LEFT AND GO EAST FOR 0.25 MI (0.40 KM)
 CQ3404'ON AIRPORT LOOP ROAD TO THE AIRPORT OFFICE BUILDING, THEN SOUTH FOR
 CQ3404'0.1 MI (0.2 KM) TO THE RUNWAY AND THE STATION ON THE LEFT AND EAST OF
 CQ3404'THE RUNWAY.  THE STATION IS 76.0 FT (23.2 M) SOUTH FROM THE CENTER OF
 CQ3404'AN APPROACH RAMP, 66.5 FT (20.3 M) NORTH FROM A WHITE DOME LIGHT, 57.0
 CQ3404'FT (17.4 M) EAST FROM THE CENTER OF THE RUNWAY, 39.5 FT (12.0 M)
 CQ3404'NORTHWEST FROM THE NORTHWEST END OF A RED VASI LIGHT, 32.0 FT (9.8 M)
 CQ3404'SOUTH-SOUTHWEST FROM A BLUE DOME LIGHT, 2.0 FT (0.6 M) NORTH-NORTHWEST
 CQ3404'FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND
 CQ3404'ABOUT LEVEL WITH THE RUNWAY.
 CQ3404
 CQ3404                          STATION RECOVERY (1998)
 CQ3404
 CQ3404'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3404'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF SPRINGHILL, 5.0
 CQ3404'MI (8.0 KM) NORTH-NORTHEAST OF SARETA AND 6.5 MI (10.5 KM) NORTHWEST
 CQ3404'OF SHONGALOO.  OWNERSHIP--CITY OF SPRINGHILL, FOR ENTRANCE INTO THE
 CQ3404'AIRFIELD CONTACT MR.  S.  C.  MOSS, SPRINGHILL, LA., TELEPHONE
 CQ3404'318-539-4568.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CQ3404'HIGHWAYS 7 AND 157 IN SPRINGHILL, GO EAST FOR 3.5 MI (5.6 KM) ON
 CQ3404'HIGHWAY 157 TO THE JUNCTION WITH SPRINGHILL AIRPORT RD (WEBSTER PARISH
 CQ3404'210) , TURN RIGHT AND GO SOUTH FOR 0.35 MI (0.56 KM) ON SPRINGHILL
 CQ3404'AIRPORT RD TO THE SOUTH JUNCTION OF AIRPORT LOOP RD, TURN RIGHT AND GO
 CQ3404'EAST FOR 0.05 MI (0.08 KM) ON AIRPORT LOOP RD, TO THE JUNCTION WITH
 CQ3404'THE AIRPORT ENTRANCE ROAD, TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM)
 CQ3404'ON THE AIRPORT ENTRANCE ROAD TO THE AIRPORT OFFICE BUILDING ON THE
 CQ3404'LEFT, CONTINUE SOUTH FOR 0.1 MI (0.2 KM) ACROSS AN AIRPLANE PARKING
 CQ3404'AREA TO THE TAXIWAY AND THE STATION ON THE LEFT AND EAST OF THE
 CQ3404'TAXIWAY.  THE STATION IS 76.0 FT (23.2 M) SOUTH FROM THE CENTER OF AN
 CQ3404'APPROACH RAMP, 67.0 FT (20.4 M) NORTH-NORTHWEST FROM A CLEAR DOME
 CQ3404'TAXIWAY LIGHT, 58.0 FT (17.7 M) EAST FROM THE CENTER OF THE TAXIWAY,
 CQ3404'2.0 FT (0.6 M) NORTH FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE
 CQ3404'GROUND SURFACE AND ABOUT LEVEL WITH THE TAXIWAY.
 CQ3404
 CQ3404                          STATION RECOVERY (1998)
 CQ3404
 CQ3404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CQ3404'THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) NORTHEAST OF SHREVEPORT,
 CQ3404'20 MI (32.2 KM) NORTHWEST OF HOMER, 3 MI (4.8 KM) SOUTHEAST OF
 CQ3404'SPRINGHILL, AT THE SPRINGHILL AIRPORT, NEAR THE NORTH END OF THE
 CQ3404'PARALLEL TAXIWAY (OLD RUNWAY).  OWNERSHIP--CITY OF SPRINGHILL, CITY
 CQ3404'HALL, 101 MACHEN DRIVE, SPRINGHILL LA 71075.  AIRPORT MANAGER IS S.C.
 CQ3404'MOSS, PHONE 318-539-4568.  CONTACT HIM PRIOR TO OBSERVATIONS. TO REACH
 CQ3404'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 371 AND STATE HIGHWAY
 CQ3404'157 IN SPRINGHILL, GO EAST FOR 3.5 MI (5.6 KM) ON HIGHWAY 157 TO
 CQ3404'PARISH ROAD 210 (SPRINGHILL AIRPORT ROAD) ON THE RIGHT.  TURN RIGHT
 CQ3404'AND GO SOUTH, THEN SOUTHEAST FOR 0.3 MI (0.5 KM) ON PARISH ROAD 210 TO
 CQ3404'PARISH ROAD 210A (AIRPORT LOOP ROAD) ON THE LEFT.  TURN LEFT AND GO
 CQ3404'EAST-NORTHEAST FOR 0.05 MI (0.08 KM) ON PARISH ROAD 210A TO THE
 CQ3404'AIRPORT ACCESS ROAD ON RIGHT.  TURN RIGHT AND GO SOUTHEAST, THEN SOUTH
 CQ3404'FOR 0.2 MI (0.3 KM) ON THE ACCESS ROAD TO THE AIRPORT OFFICE ON LEFT.
 CQ3404'CONTINUE SOUTH FOR 0.05 MI (0.08 KM) ON APRON AND WEST ON RAMP TO THE
 CQ3404'JUNCTION WITH NORTH END OF PARALLEL TAXIWAY AND THE STATION ON LEFT.
 CQ3404'LOCATED 441.7 FT (134.6 M) WEST FROM THE CENTERLINE OF RUNWAY, 77.0 FT
 CQ3404'(23.5 M) SOUTH FROM THE CENTERLINE OF RAMP, 57.3 FT (17.5 M) EAST FROM
 CQ3404'THE CENTERLINE OF TAXIWAY, 48.2 FT (14.7 M) SOUTHWEST FROM THE
 CQ3404'SOUTHWEST CORNER OF A 5 FT (1.5 M) BY 4 FT (1.2 M) CONCRETE SLAB WITH
 CQ3404'ACCESS COVER ON SOUTH SIDE OF RAMP, 39.5 FT (12.0 M) NORTHWEST FROM
 CQ3404'THE NORTHWEST CORNER OF A VASI LIGHT, 2.0 FT (0.6 M) NORTH-NORTHWEST
 CQ3404'FROM A FIBERGLASS WITNESS POST AND FLUSH WITH GROUND.
 CQ3404
 CQ3404                          STATION RECOVERY (1998)
 CQ3404
 CQ3404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CQ3404'RECOVERED AS DESCRIBED.
 CQ3404
 CQ3404                          STATION RECOVERY (2002)
 CQ3404
 CQ3404'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3404'RECOVERED IN GOOD CONDITION.
 CQ3404
 CQ3404                          STATION RECOVERY (2004)
 CQ3404
 CQ3404'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 CQ3404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3403 ***********************************************************************
 CQ3403  DESIGNATION -  MOSS AZ MK
 CQ3403  PID         -  CQ3403
 CQ3403  STATE/COUNTY-  LA/WEBSTER
 CQ3403  USGS QUAD   -  CULLEN (1981)
 CQ3403
 CQ3403                         *CURRENT SURVEY CONTROL
 CQ3403  ___________________________________________________________________
 CQ3403* NAD 83(1992)-  32 58 51.85085(N)    093 24 38.36866(W)     ADJUSTED  
 CQ3403* NAVD 88     -        66.001  (meters)     216.54   (feet)  ADJUSTED  
 CQ3403  ___________________________________________________________________
 CQ3403  X           -    -318,618.739 (meters)                     COMP
 CQ3403  Y           -  -5,346,165.291 (meters)                     COMP
 CQ3403  Z           -   3,452,219.373 (meters)                     COMP
 CQ3403  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CQ3403  ELLIP HEIGHT-          39.81  (meters)          (01/02/04) GPS OBS
 CQ3403  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ3403  DYNAMIC HT  -          65.930 (meters)     216.31  (feet)  COMP
 CQ3403  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 CQ3403
 CQ3403  HORZ ORDER  -  THIRD
 CQ3403  VERT ORDER  -  SECOND    CLASS II
 CQ3403  ELLP ORDER  -  FOURTH    CLASS II
 CQ3403
 CQ3403.This mark is at Springhill Airport (SPH)
 CQ3403
 CQ3403.The horizontal coordinates were established by GPS observations
 CQ3403.and adjusted by the National Geodetic Survey in January 1993..
 CQ3403
 CQ3403.The orthometric height was determined by differential leveling
 CQ3403.and adjusted by the National Geodetic Survey in September 1998..
 CQ3403
 CQ3403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3403
 CQ3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3403
 CQ3403.The ellipsoidal height was determined by GPS observations
 CQ3403.and is referenced to NAD 83.
 CQ3403
 CQ3403.The geoid height was determined by GEOID03.
 CQ3403
 CQ3403.The dynamic height is computed by dividing the NAVD 88
 CQ3403.geopotential number by the normal gravity value computed on the
 CQ3403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3403.degrees latitude (g = 980.6199 gals.).
 CQ3403
 CQ3403.The modeled gravity was interpolated from observed gravity values.
 CQ3403
 CQ3403;                    North         East     Units Scale Factor Converg.
 CQ3403;SPC LA N     -   275,463.734   914,871.528   MT  1.00008682   -0 28 53.3
 CQ3403;SPC LA N     -   903,750.60  3,001,541.00   sFT  1.00008682   -0 28 53.3
 CQ3403;UTM  15      - 3,649,263.184   461,629.719   MT  0.99961815   -0 13 24.8
 CQ3403
 CQ3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3403!SPC LA N     -   0.99999375  x   1.00008682  =   1.00008057
 CQ3403!UTM  15      -   0.99999375  x   0.99961815  =   0.99961190
 CQ3403
 CQ3403                          SUPERSEDED SURVEY CONTROL
 CQ3403
 CQ3403  ELLIP H (01/21/93)   39.91   (m)                       GP(       ) 4 2
 CQ3403  NAD 83(1986)-  32 58 51.86335(N)    093 24 38.35953(W) AD(       ) 3
 CQ3403  NAD 27      -  32 58 51.37201(N)    093 24 37.75801(W) AD(       ) 3
 CQ3403  NGVD 29 (11/20/87)   66.1    (m)          217.     (f) GPS OBS        
 CQ3403
 CQ3403.Superseded values are not recommended for survey control.
 CQ3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3403.See file dsdata.txt to determine how the superseded data were derived.
 CQ3403
 CQ3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6163049263(NAD 83)
 CQ3403_MARKER: DZ = AZIMUTH MARK DISK
 CQ3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3403_STAMPING: MOSS 1986
 CQ3403_MARK LOGO: NGS   
 CQ3403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3403+STABILITY: SURFACE MOTION
 CQ3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3403+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 CQ3403
 CQ3403  HISTORY     - Date     Condition        Report By
 CQ3403  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3403  HISTORY     - 19870420 GOOD
 CQ3403  HISTORY     - 19950606 GOOD             LADTD
 CQ3403  HISTORY     - 19980211 GOOD             LADTD
 CQ3403  HISTORY     - 20021012 GOOD             USPSQD
 CQ3403
 CQ3403                          STATION DESCRIPTION
 CQ3403
 CQ3403'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3403'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) EAST OF SPRINGHILL, AT
 CQ3403'THE SPRINGHILL AIRPORT.
 CQ3403'OWNERSHIP--CITY OF SPRINGHILL, FOR ENTRANCE INTO THE AIRFIELD
 CQ3403'CONTACT MR. S.C. MOSS, SPRINGHILL, LA., TELEPHONE 318-539-4568.
 CQ3403'
 CQ3403'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 157
 CQ3403'IN SPRINGHILL, GO SOUTHEASTERLY ALONG STATE HIGHWAY 157 FOR 5.6 KM
 CQ3403'(3.5 MI) TO A PARISH ROAD RIGHT. TURN RIGHT, SOUTH, FOR 0.6 KM
 CQ3403'(0.35 MI) TO A PARISH ROAD RIGHT, THENCE EAST FOR 0.4 KM (0.25 MI)
 CQ3403'TO THE AIRPORT OFFICE BUILDING, CONTINUE SOUTH FOR 0.2 KM (0.1 MI)
 CQ3403'TO THE RUNWAY. THENCE SOUTH ALONG THE RUNWAY FOR 0.7 KM (0.45 MI)
 CQ3403'TO THE STATION ON THE LEFT.
 CQ3403'
 CQ3403'THE STATION IS A STANDARD NGS DISK
 CQ3403'STAMPED---MOSS 1986---,
 CQ3403'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3403'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CQ3403'159.1 METERS (522 FT) NORTH-NORTHEAST FROM A VASI LIGHT,
 CQ3403'32.9 METERS (108 FT) EAST-NORTHEAST FROM A 20-INCH CONCRETE SLAB,
 CQ3403'13.3 METERS (43.5 FT) EAST FROM THE CENTER OF THE RUNWAY AND
 CQ3403'1.7 METERS (5.5 FT) WEST FROM A CLEAR DOME LIGHT WITH WITNESS SIGN.
 CQ3403'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3403'STAMPED---MOSS 1986---,
 CQ3403'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3403'
 CQ3403'DESCRIBED BY R. COPP.
 CQ3403
 CQ3403                          STATION RECOVERY (1987)
 CQ3403
 CQ3403'RECOVERED 1987
 CQ3403'RECOVERED IN GOOD CONDITION.
 CQ3403
 CQ3403                          STATION RECOVERY (1995)
 CQ3403
 CQ3403'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ3403'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF SPRINGHILL, 4.5
 CQ3403'MI (7.2 KM) NORTH-NORTHEAST OF SAREPTA AND 6.5 MI (10.5 KM) NORTHWEST
 CQ3403'OF SHONGALOO.  OWNERSHIP--CITH OF SPRINGHILL, FOR ENTRANCE INTO THE
 CQ3403'AIRFIELD CONTACT MR.  S.  C.  MOSS, SPRINGHILL, LA., TELEPHONE
 CQ3403'318-539-4568.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CQ3403'HIGHWAYS 7 AND 157 IN SPRINGHILL, GO EAST FOR 3.5 MI (5.6 KM) ON
 CQ3403'HIGHWAY 157 TO THE JUNCTION WITH SPRINGHILL AIRPORT RD (WEBSTER PARISH
 CQ3403'210) , TURN RIGHT AND GO SOUTH FOR 0.35 MI (0.56 KM) ON SPRINGHILL
 CQ3403'AIRPORT RD TO THE SOUTH JUNCTION OF AIRPORT LOOP RD, TURN LEFT AND GO
 CQ3403'EAST FOR 0.05 MI (0.08 KM) ON AIRPORT LOOP RD TO THE JUNCTION WITH THE
 CQ3403'AIRPORT ENTRANCE ROAD, TURN RIGHT AND GO SOUTH FOR 0.20 MI (0.32 KM)
 CQ3403'ON THE AIRPORT ENTRANCE ROAD TO THE AIRPORT OFFICE BUILDING ON THE
 CQ3403'LEFT, CONTINUE SOUTHWESTERLY FOR 0.1 MI (0.2 KM) ACROSS AN AIRPLANE
 CQ3403'PARKING AREA TO THE JUNCTION WITH THE RUNWAY, CONTINUE SOUTH FOR 0.45
 CQ3403'MI (0.72 KM) ON THE RUNWAY TO THE STATION SET ON THE LEFT.  THE
 CQ3403'STATION IS 522.0 FT (159.1 M) NORTH-NORTHEAST FROM A VASI GLIDE LIGHT
 CQ3403'ON THE WEST SIDE OF THE RUNWAY, 43.5 FT (13.3 M) EAST FROM THE CENTER
 CQ3403'OF THE RUNWAY, 5.5 FT (1.7 M) WEST FROM A CLEAR DOME RUNWAY LIGHT WITH
 CQ3403'WITNESS SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL
 CQ3403'WITH THE RUNWAY.
 CQ3403
 CQ3403                          STATION RECOVERY (1998)
 CQ3403
 CQ3403'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 CQ3403'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF SPRINGHILL, 4.5
 CQ3403'MI (7.2 KM) NORTH-NORTHEAST OF SAREPTA AND 6.5 MI (10.5 KM) NORTHWEST
 CQ3403'OF SHONGALOO.  OWNERSHIP--CITY OF SPRINGHILL, FOR ENTRANCE INTO THE
 CQ3403'AIRFIELD CONTACT MR.  S.  C.  MOSS, SPRINGHILL, LA., TELEPHONE
 CQ3403'318-539-4568.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CQ3403'HIGHWAYS 7 AND 157 IN SPRINGHILL, GO EAST FOR 3.5 MI (5.6 KM) ON
 CQ3403'HIGHWAY 157 TO THE JUNCTION WITH SPRINGHILL AIRPORT RD (WEBSTER PARISH
 CQ3403'210) , TURN RIGHT AND GO SOUTH FOR 0.35 MI (0.56 KM) ON SPRINGHILL
 CQ3403'AIRPORT RD TO THE SOUTH JUNCTION OF AIRPORT LOOP RD, TURN LEFT AND GO
 CQ3403'EAST FOR 0.05 MI (0.08 KM) ON AIRPORT LOOP RD TO THE JUNCTION WITH THE
 CQ3403'AIRPORT ENTRANCE ROAD, TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM) ON
 CQ3403'THE AIRPORT ENTRANCE ROAD TO THE AIRPORT OFFICE BUILDING ON THE LEFT,
 CQ3403'CONTINUE SOUTHWESTERLY FOR 0.1 MI (0.2 KM) ACROSS AN AIRPLANE PARKING
 CQ3403'AREA TO THE JUNCTION WITH THE TAXIWAY, CONTINUE SOUTH FOR 0.45 MI
 CQ3403'(0.72 KM) ON THE TAXIWAY TO THE STATION SET ON THE LEFT.  THE STATION
 CQ3403'IS 522.O FT NORTH-NORTHEAST FROM A SLAB FOR THAT USED TO BE A VASI
 CQ3403'GLIDE RUNWAY LIGHT, 43.5 FT (13.3 M) EAST FROM THE CENTER OF THE
 CQ3403'TAXIWAY, 5.5 FT (1.7 M) WEST FROM A CLEAR DOME TAXIWAY LIGHT WITH
 CQ3403'WITNESS SIGN ATTACHED, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL
 CQ3403'WITH THE TAXIWAY.
 CQ3403
 CQ3403                          STATION RECOVERY (2002)
 CQ3403
 CQ3403'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3317 ***********************************************************************
 BK3317  DESIGNATION -  MOSS BLUFF
 BK3317  PID         -  BK3317
 BK3317  STATE/COUNTY-  LA/CALCASIEU
 BK3317  USGS QUAD   -  MOSS BLUFF (1994)
 BK3317
 BK3317                         *CURRENT SURVEY CONTROL
 BK3317  ___________________________________________________________________
 BK3317* NAD 83(1992)-  30 18 01.86052(N)    093 12 09.26493(W)     ADJUSTED  
 BK3317* NAVD 88     -         5.8  **(meters)      19.   **(feet)  GPS OBS   
 BK3317  **This station is located in a subsidence area (see below).
 BK3317  ___________________________________________________________________
 BK3317  X           -    -307,907.707 (meters)                     COMP
 BK3317  Y           -  -5,502,897.899 (meters)                     COMP
 BK3317  Z           -   3,199,169.576 (meters)                     COMP
 BK3317  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK3317  ELLIP HEIGHT-         -21.66  (meters)          (02/20/02) GPS OBS
 BK3317  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3317
 BK3317  HORZ ORDER  -  FIRST
 BK3317  ELLP ORDER  -  FOURTH    CLASS I
 BK3317
 BK3317.The horizontal coordinates were established by GPS observations
 BK3317.and adjusted by the National Geodetic Survey in January 1995..
 BK3317
 BK3317 ** The orthometric height has not been validated since last determined
 BK3317 ** by differential leveling and should not be used for control purposes.
 BK3317 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3317 ** area with valid NAVD 88 orthometric heights.
 BK3317 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3317 ** epoch indicated which incorporates improved geoid heights for the
 BK3317 ** Southern Louisiana Subsidence area.
 BK3317 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3317.The orthometric height was determined by GPS observations and a
 BK3317.high-resolution geoid model.
 BK3317
 BK3317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3317
 BK3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3317
 BK3317.The ellipsoidal height was determined by GPS observations
 BK3317.and is referenced to NAD 83.
 BK3317
 BK3317.The geoid height was determined by GEOID03.
 BK3317
 BK3317;                    North         East     Units Scale Factor Converg.
 BK3317;SPC LA S     -   201,044.340   820,208.724   MT  0.99993937   -0 56 04.7
 BK3317;SPC LA S     -   659,592.97  2,690,968.12   sFT  0.99993937   -0 56 04.7
 BK3317;UTM  15      - 3,352,103.185   480,521.361   MT  0.99960468   -0 06 07.9
 BK3317
 BK3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3317!SPC LA S     -   1.00000340  x   0.99993937  =   0.99994277
 BK3317!UTM  15      -   1.00000340  x   0.99960468  =   0.99960808
 BK3317
 BK3317                          SUPERSEDED SURVEY CONTROL
 BK3317
 BK3317  ELLIP H (01/13/95)  -21.58   (m)                       GP(       ) 3 2
 BK3317  NAD 83(1992)-  30 18 01.86134(N)    093 12 09.26825(W) AD(       ) 1
 BK3317  ELLIP H (01/21/93)  -21.69   (m)                       GP(       ) 4 2
 BK3317  NAD 83(1986)-  30 18 01.88266(N)    093 12 09.25939(W) AD(       ) 1
 BK3317  NGVD 29 (05/20/88)    5.7    (m)           19.     (f) GPS OBS        
 BK3317
 BK3317.Superseded values are not recommended for survey control.
 BK3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3317.See file dsdata.txt to determine how the superseded data were derived.
 BK3317
 BK3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8052152103(NAD 83)
 BK3317_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3317_SETTING: 0 = UNSPECIFIED SETTING
 BK3317_SP_SET: UNSPECIFIED
 BK3317_STAMPING: MOSS BLUFF 1987
 BK3317_MARK LOGO: NGS   
 BK3317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3317+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 BK3317
 BK3317  HISTORY     - Date     Condition        Report By
 BK3317  HISTORY     - 1987     MONUMENTED       LADTD
 BK3317  HISTORY     - 19910108 GOOD             VFM
 BK3317  HISTORY     - 20021102 GOOD             USPSQD
 BK3317
 BK3317                          STATION DESCRIPTION
 BK3317
 BK3317'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3317'THE STATION IS LOCATED IN MOSS BLUFF, ON THE RIGHT-OF-WAY OF STATE
 BK3317'HIGHWAY 378, AT THE NORTHEAST CORNER OF THE MOSS BLUFF ELEMENTARY
 BK3317'SCHOOL PARKING LOT, IN A CATCH BASIN.
 BK3317'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3317'
 BK3317'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND
 BK3317'STATE HIGHWAY 378 IN MOSS BLUFF, GO WEST FOR
 BK3317'0.3 KM (0.2 MI) ON HIGHWAY 378 TO THE AZIMUTH MARK ON THE LEFT.
 BK3317'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.4 KM (0.25 MI) ON HIGHWAY
 BK3317'171 TO SCHOOL STREET ON THE LEFT AND THE STATION ON THE LEFT.
 BK3317'
 BK3317'THE STATION IS A STANDARD NGS DISK
 BK3317'STAMPED---MOSS BLUFF 1987---,
 BK3317'SET INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF A CATCH BASIN
 BK3317'BETWEEN THE CURB AND SIDEWALK.
 BK3317'22.3 METERS (73 FT) WEST FROM THE CENTER OF SCHOOL STREET,
 BK3317'0.7 METERS (2.5 FT) SOUTH FROM THE CURB OF HIGHWAY 378,
 BK3317'4.7 METERS (15.5 FT) NORTHWEST FROM A UTILITY POLE AND
 BK3317'3.6 METERS (12 FT) NORTH-NORTHEAST FROM THE GUY WIRE FOR THE
 BK3317'UTILITY POLE.
 BK3317'
 BK3317'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3317'STAMPED---MOSS BLUFF 1987---,
 BK3317'SET INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF A CATCH BASIN
 BK3317'LOCATED BETWEEN THE SIDEWALK AND THE CURB.
 BK3317'13.8 METERS (45.5 FT) WEST FROM THE CENTER OF THE DRIVE TO A VACANT
 BK3317'STONE SLAB PROFESSIONAL BUILDING,
 BK3317'0.8 METERS (2.5 FT) SOUTH FROM THE HIGHWAY CURB,
 BK3317'0.5 METERS (1.5 FT) NORTH FROM THE NORTH EDGE OF THE SIDEWALK AND
 BK3317'4.2 METERS (14 FT) EAST-NORTHEAST FROM A UTILITY POLE WITH A
 BK3317'WITNESS SIGN ATTACHED NEAR THE GROUND.
 BK3317'TO REACH THE AZIMUTH FROM THE STATION,
 BK3317'GO WEST FOR 0.4 KM (0.25 MI) ON HIGHWAY 378 TO SCHOOL STREET ON THE
 BK3317
 BK3317                          STATION RECOVERY (1991)
 BK3317
 BK3317'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3317'RECOVERED AS DESCRIBED.
 BK3317
 BK3317                          STATION RECOVERY (2002)
 BK3317
 BK3317'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMG)
 BK3317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3318 ***********************************************************************
 BK3318  DESIGNATION -  MOSS BLUFF AZ MK
 BK3318  PID         -  BK3318
 BK3318  STATE/COUNTY-  LA/CALCASIEU
 BK3318  USGS QUAD   -  MOSS BLUFF (1994)
 BK3318
 BK3318                         *CURRENT SURVEY CONTROL
 BK3318  ___________________________________________________________________
 BK3318* NAD 83(1992)-  30 18 01.81069(N)    093 11 54.83024(W)     ADJUSTED  
 BK3318* NAVD 88     -         6.   **(meters)      20.   **(feet)  VERTCON   
 BK3318  **This station is located in a subsidence area (see below).
 BK3318  ___________________________________________________________________
 BK3318  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK3318  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3318
 BK3318  HORZ ORDER  -  SECOND
 BK3318
 BK3318.The horizontal coordinates were established by classical geodetic methods
 BK3318.and adjusted by the National Geodetic Survey in January 1993..
 BK3318.No horizontal observational check was made to the station.
 BK3318
 BK3318 ** The orthometric height has not been validated since last determined
 BK3318 ** by differential leveling and should not be used for control purposes.
 BK3318 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3318 ** area with valid NAVD 88 orthometric heights.
 BK3318 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3318 ** epoch indicated which incorporates improved geoid heights for the
 BK3318 ** Southern Louisiana Subsidence area.
 BK3318 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3318
 BK3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3318
 BK3318.The geoid height was determined by GEOID03.
 BK3318
 BK3318;                    North         East     Units Scale Factor Converg.
 BK3318;SPC LA S     -   201,036.521   820,594.328   MT  0.99993937   -0 55 57.5
 BK3318;SPC LA S     -   659,567.32  2,692,233.22   sFT  0.99993937   -0 55 57.5
 BK3318;UTM  15      - 3,352,100.971   480,906.909   MT  0.99960450   -0 06 00.7
 BK3318
 BK3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3318!SPC LA S     -   1.00000335  x   0.99993937  =   0.99994272
 BK3318!UTM  15      -   1.00000335  x   0.99960450  =   0.99960785
 BK3318
 BK3318                          SUPERSEDED SURVEY CONTROL
 BK3318
 BK3318  NAD 83(1986)-  30 18 01.83201(N)    093 11 54.82138(W) AD(       ) 2
 BK3318  NGVD 29 (05/20/88)    6.     (m)           20.     (f) VERT ANG       
 BK3318
 BK3318.Superseded values are not recommended for survey control.
 BK3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3318.See file dsdata.txt to determine how the superseded data were derived.
 BK3318
 BK3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8090752101(NAD 83)
 BK3318_MARKER: DZ = AZIMUTH MARK DISK
 BK3318_SETTING: 0 = UNSPECIFIED SETTING
 BK3318_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3318
 BK3318  HISTORY     - Date     Condition        Report By
 BK3318  HISTORY     - 1987     MONUMENTED       LADTD
 BK3318  HISTORY     - 20021102 GOOD             USPSQD
 BK3318
 BK3318                          STATION DESCRIPTION
 BK3318
 BK3318'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3318'THE STATION IS LOCATED IN MOSS BLUFF, ON THE RIGHT-OF-WAY OF STATE
 BK3318'HIGHWAY 378, AT THE NORTHEAST CORNER OF THE MOSS BLUFF ELEMENTARY
 BK3318'SCHOOL PARKING LOT IN A CATCH BASIN.
 BK3318'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3318'
 BK3318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND
 BK3318'STATE HIGHWAY 378 IN MOSS BLUFF, GO WEST FOR
 BK3318'0.3 KM (0.2 MI) ON HIGHWAY 378 TO THE MARK ON THE LEFT IN A CATCH
 BK3318'BASIN.
 BK3318'
 BK3318'THE STATION IS A STANDARD NGS DISK
 BK3318'STAMPED---MOSS BLUFF 1987---,
 BK3318'SET INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF A CATCH BASIN
 BK3318'LOCATED BETWEEN THE SIDEWALK AND THE CURB.
 BK3318'13.8 METERS (45.5 FT) WEST FROM THE CENTER OF THE DRIVE TO A VACANT
 BK3318'STONE SLAB BUILDING,
 BK3318'4.2 METERS (14 FT) NORTH-NORTHEAST FROM A UTILITY POLE AND WITNESS
 BK3318'SIGN,
 BK3318'0.8 METERS (2.5 FT) SOUTH FROM THE HIGHWAY CURB AND
 BK3318'0.5 METERS (1.5 FT) NORTH FROM THE NORTH EDGE OF THE SIDEWALK.
 BK3318
 BK3318                          STATION RECOVERY (2002)
 BK3318
 BK3318'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMG)
 BK3318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3319 ***********************************************************************
 BK3319  DESIGNATION -  MOSSVILLE
 BK3319  PID         -  BK3319
 BK3319  STATE/COUNTY-  LA/CALCASIEU
 BK3319  USGS QUAD   -  WESTLAKE (1996)
 BK3319
 BK3319                         *CURRENT SURVEY CONTROL
 BK3319  ___________________________________________________________________
 BK3319* NAD 83(1992)-  30 14 49.45522(N)    093 17 36.26691(W)     ADJUSTED  
 BK3319* NAVD 88     -         4.9  **(meters)      16.   **(feet)  GPS OBS   
 BK3319  **This station is located in a subsidence area (see below).
 BK3319  ___________________________________________________________________
 BK3319  X           -    -316,802.888 (meters)                     COMP
 BK3319  Y           -  -5,505,384.029 (meters)                     COMP
 BK3319  Z           -   3,194,052.273 (meters)                     COMP
 BK3319  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK3319  ELLIP HEIGHT-         -22.57  (meters)          (02/20/02) GPS OBS
 BK3319  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK3319
 BK3319  HORZ ORDER  -  FIRST
 BK3319  ELLP ORDER  -  FOURTH    CLASS I
 BK3319
 BK3319.The horizontal coordinates were established by GPS observations
 BK3319.and adjusted by the National Geodetic Survey in January 1995..
 BK3319
 BK3319 ** The orthometric height has not been validated since last determined
 BK3319 ** by differential leveling and should not be used for control purposes.
 BK3319 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3319 ** area with valid NAVD 88 orthometric heights.
 BK3319 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3319 ** epoch indicated which incorporates improved geoid heights for the
 BK3319 ** Southern Louisiana Subsidence area.
 BK3319 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3319.The orthometric height was determined by GPS observations and a
 BK3319.high-resolution geoid model.
 BK3319
 BK3319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3319
 BK3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3319
 BK3319.The ellipsoidal height was determined by GPS observations
 BK3319.and is referenced to NAD 83.
 BK3319
 BK3319.The geoid height was determined by GEOID03.
 BK3319
 BK3319;                    North         East     Units Scale Factor Converg.
 BK3319;SPC LA S     -   195,266.704   811,371.442   MT  0.99993494   -0 58 48.2
 BK3319;SPC LA S     -   640,637.51  2,661,974.47   sFT  0.99993494   -0 58 48.2
 BK3319;UTM  15      - 3,346,199.733   471,771.829   MT  0.99960983   -0 08 52.1
 BK3319
 BK3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3319!SPC LA S     -   1.00000354  x   0.99993494  =   0.99993848
 BK3319!UTM  15      -   1.00000354  x   0.99960983  =   0.99961337
 BK3319
 BK3319                          SUPERSEDED SURVEY CONTROL
 BK3319
 BK3319  ELLIP H (01/13/95)  -22.50   (m)                       GP(       ) 3 2
 BK3319  NAD 83(1992)-  30 14 49.45574(N)    093 17 36.26535(W) AD(       ) 1
 BK3319  ELLIP H (01/21/93)  -22.51   (m)                       GP(       ) 4 2
 BK3319  NAD 83(1986)-  30 14 49.47707(N)    093 17 36.25546(W) AD(       ) 1
 BK3319  NGVD 29 (05/20/88)    4.8    (m)           16.     (f) GPS OBS        
 BK3319
 BK3319.Superseded values are not recommended for survey control.
 BK3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3319.See file dsdata.txt to determine how the superseded data were derived.
 BK3319
 BK3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7177246200(NAD 83)
 BK3319_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3319_STAMPING: MOSSVILLE 1987
 BK3319_MARK LOGO: NGS   
 BK3319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3319+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1990
 BK3319
 BK3319  HISTORY     - Date     Condition        Report By
 BK3319  HISTORY     - 1987     MONUMENTED       LADTD
 BK3319  HISTORY     - 19901226 GOOD             VFM
 BK3319  HISTORY     - 19970208 GOOD             USPSQD
 BK3319  HISTORY     - 20021102 GOOD             USPSQD
 BK3319
 BK3319                          STATION DESCRIPTION
 BK3319
 BK3319'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3319'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) WEST OF WESTLAKE, IN THE
 BK3319'COMMUNITY OF MOSSVILLE, AT THE MOSSVILLE SCJOOL, AT THE EAST DRIVE
 BK3319'TO THE PARKING AREA BETWEEN A FILTRATION STATION AND THE EAST ONE
 BK3319'OF TWO 6-METER HIGH SNAGS.
 BK3319'OWNERSHIP--CALCASIEU PARISH SCHOOL BOARD, C/O SUPERINTENDENT BILLY
 BK3319'MOSES, PO BOX 800, LAKE CHARLES LA  70602  PHONE 318-491-1600.
 BK3319'
 BK3319'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3319'HIGHWAY 108 IN HOLLYWOOD, GO EAST FOR 1.6 KM (1 MI) ON HIGHWAY 90
 BK3319'TO A CROSSROAD.
 BK3319'TURN LEFT AND GO NORTH FOR 1.2 KM (0.75 MI) ON PRATER STREET TO A
 BK3319'T-ROAD.
 BK3319'TURN RIGHT AND GO EAST FOR 0.6 KM (0.4 MI) ON OLD SPANISH TRAIL TO
 BK3319'THE AZIMUTH MARK ON THE LEFT AT A RAIL CROSSING.
 BK3319'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.8 KM (0.5 MI) ON OLD
 BK3319'SPANISH TRAIN TO THE STATION ON THE LEFT.
 BK3319'
 BK3319'THE STATION IS A STANDARD NGS DISK
 BK3319'STAMPED---MOSSVILLE 1987---,
 BK3319'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3319'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3319'14.5 METERS (47.5 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ROAD,
 BK3319'9.2 METERS (30 FT) EAST FROM THE EAST SNAG,
 BK3319'15.1 METERS (49.5 FT) SOUTH FROM THE PARKING LOT CURB,
 BK3319'6.5 METERS (21.5 FT) WEST FROM THE ENTRANCE DRIVE CURB AND
 BK3319'13.8 METERS (45.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 BK3319'THE FILTRATION STATION.
 BK3319'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 BK3319'STAMPED---MOSSVILLE 1987---,
 BK3319'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3319'
 BK3319'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3319'STAMPED---MOSSVILLE 1987---,
 BK3319'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3319'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3319'6.8 METERS (22.5 FT) NORTH FROM THE CENTER OF THE ROAD,
 BK3319'3.8 METERS (12.5 FT) WEST FROM THE WEST RAIL OF THE SINGLE TRACK,
 BK3319'3.8 METERS (22.5 FT) SOUTH-SOUTHWEST FROM A TRACK SWITCH,
 BK3319'1.3 METERS (4.5 FT) NORTHWEST FROM A UTILITY POLE,
 BK3319'1.1 METERS (3.5 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST AND
 BK3319'1.6 METERS (5 FT) SOUTH-SOUTHEAST FROM A GUY WIRE.
 BK3319'TO REACH THE AZIMUTH FROM THE STATION,
 BK3319'GO WEST FOR 0.8 KM (0.5 MI) ON OLD SPANISH TRAIL TO THE AZIMUTH
 BK3319'MARK ON THE RIGHT.
 BK3319
 BK3319                          STATION RECOVERY (1990)
 BK3319
 BK3319'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3319'RECOVERED AS DESCRIBED.
 BK3319
 BK3319                          STATION RECOVERY (1997)
 BK3319
 BK3319'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3319'RECOVERED IN GOOD CONDITION.
 BK3319
 BK3319                          STATION RECOVERY (2002)
 BK3319
 BK3319'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 BK3319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3320 ***********************************************************************
 BK3320  DESIGNATION -  MOSSVILLE AZ MK
 BK3320  PID         -  BK3320
 BK3320  STATE/COUNTY-  LA/CALCASIEU
 BK3320  USGS QUAD   -  WESTLAKE (1996)
 BK3320
 BK3320                         *CURRENT SURVEY CONTROL
 BK3320  ___________________________________________________________________
 BK3320* NAD 83(1992)-  30 14 51.61193(N)    093 18 06.32760(W)     ADJUSTED  
 BK3320* NAVD 88     -         5.   **(meters)      16.   **(feet)  VERTCON   
 BK3320  **This station is located in a subsidence area (see below).
 BK3320  ___________________________________________________________________
 BK3320  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK3320  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK3320
 BK3320  HORZ ORDER  -  SECOND
 BK3320
 BK3320.The horizontal coordinates were established by classical geodetic methods
 BK3320.and adjusted by the National Geodetic Survey in January 1993..
 BK3320.No horizontal observational check was made to the station.
 BK3320
 BK3320 ** The orthometric height has not been validated since last determined
 BK3320 ** by differential leveling and should not be used for control purposes.
 BK3320 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3320 ** area with valid NAVD 88 orthometric heights.
 BK3320 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3320 ** epoch indicated which incorporates improved geoid heights for the
 BK3320 ** Southern Louisiana Subsidence area.
 BK3320 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3320
 BK3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3320
 BK3320.The geoid height was determined by GEOID03.
 BK3320
 BK3320;                    North         East     Units Scale Factor Converg.
 BK3320;SPC LA S     -   195,346.877   810,569.077   MT  0.99993498   -0 59 03.3
 BK3320;SPC LA S     -   640,900.55  2,659,342.05   sFT  0.99993498   -0 59 03.3
 BK3320;UTM  15      - 3,346,268.221   470,968.645   MT  0.99961040   -0 09 07.2
 BK3320
 BK3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3320!SPC LA S     -   1.00000358  x   0.99993498  =   0.99993856
 BK3320!UTM  15      -   1.00000358  x   0.99961040  =   0.99961398
 BK3320
 BK3320                          SUPERSEDED SURVEY CONTROL
 BK3320
 BK3320  NAD 83(1986)-  30 14 51.63322(N)    093 18 06.31771(W) AD(       ) 2
 BK3320  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3320
 BK3320.Superseded values are not recommended for survey control.
 BK3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3320.See file dsdata.txt to determine how the superseded data were derived.
 BK3320
 BK3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7096946268(NAD 83)
 BK3320_MARKER: DZ = AZIMUTH MARK DISK
 BK3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3320_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3320+STABILITY: SURFACE MOTION
 BK3320
 BK3320  HISTORY     - Date     Condition        Report By
 BK3320  HISTORY     - 1987     MONUMENTED       LADTD
 BK3320  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3320  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3320  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 BK3320
 BK3320                          STATION DESCRIPTION
 BK3320
 BK3320'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3320'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) WEST OF WESTLAKE, IN THE
 BK3320'MOSSVILLE COMMUNITY.
 BK3320'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3320'
 BK3320'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3320'HIGHWAY 108 IN HOLLYWOOD, GO EAST FOR 1.61 KM (1 MI) ON HIGHWAY 90
 BK3320'TO A CROSSROAD.
 BK3320'TURN LEFT AND GO NORTH FOR 1.18 KM (0.75 MI) ON PRATER STREET TO A
 BK3320'T-ROAD.
 BK3320'TURN RIGHT AND GO EAST FOR 0.67 KM (0.4 MI) ON OLD SPANISH TRAIL TO
 BK3320'THE MARK ON THE LEFT AT A RAIL CROSSING.
 BK3320'
 BK3320'THE STATION IS A STANDARD NGS DISK
 BK3320'STAMPED---MOSSVILLE 1987---,
 BK3320'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3320'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3320'6.8 METERS (22.3 FT) NORTH FROM THE CENTER OF THE ROAD,
 BK3320'3.8 METERS (12.5 FT) WEST FROM THE WEST RAIL OF THE SINGLE TRACK,
 BK3320'1.6 METERS (5.2 FT) SOUTH-SOUTHEAST FROM A GUY WIRE,
 BK3320'1.3 METERS (4.3 FT) NORTHWEST FROM A UTILITY POLE AND
 BK3320'1.1 METERS (3.6 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 BK3320
 BK3320                          STATION RECOVERY (1997)
 BK3320
 BK3320'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3320'MARK NOT FOUND.
 BK3320
 BK3320                          STATION RECOVERY (2002)
 BK3320
 BK3320'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 BK3320'MARK NOT FOUND.
 BK3320
 BK3320                          STATION RECOVERY (2004)
 BK3320
 BK3320'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0087 ***********************************************************************
 AV0087  DESIGNATION -  MOUND
 AV0087  PID         -  AV0087
 AV0087  STATE/COUNTY-  LA/VERMILION
 AV0087  USGS QUAD   -  PECAN ISLAND (1979)
 AV0087
 AV0087                         *CURRENT SURVEY CONTROL
 AV0087  ___________________________________________________________________
 AV0087* NAD 83(1992)-  29 38 48.91892(N)    092 26 09.81621(W)     ADJUSTED  
 AV0087* NAVD 88     -         6.95   (+/-2cm)      22.8  **(feet)  VERTCON   
 AV0087  **This station is located in a subsidence area (see below).
 AV0087  ___________________________________________________________________
 AV0087  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AV0087  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AV0087
 AV0087  HORZ ORDER  -  SECOND
 AV0087  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0087
 AV0087.The horizontal coordinates were established by classical geodetic methods
 AV0087.and adjusted by the National Geodetic Survey in January 1993..
 AV0087
 AV0087 ** The orthometric height has not been validated since last determined
 AV0087 ** by differential leveling and should not be used for control purposes.
 AV0087 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0087 ** area with valid NAVD 88 orthometric heights.
 AV0087 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0087 ** epoch indicated which incorporates improved geoid heights for the
 AV0087 ** Southern Louisiana Subsidence area.
 AV0087 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0087.The vertical order pertains to the NGVD 29 superseded value.
 AV0087
 AV0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0087
 AV0087.The geoid height was determined by GEOID03.
 AV0087
 AV0087;                    North         East     Units Scale Factor Converg.
 AV0087;SPC LA S     -   127,644.274   893,234.931   MT  0.99994470   -0 33 05.0
 AV0087;SPC LA S     -   418,779.59  2,930,554.94   sFT  0.99994470   -0 33 05.0
 AV0087;UTM  15      - 3,279,795.364   554,582.662   MT  0.99963676   +0 16 44.3
 AV0087
 AV0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0087!SPC LA S     -   1.00000297  x   0.99994470  =   0.99994767
 AV0087!UTM  15      -   1.00000297  x   0.99963676  =   0.99963973
 AV0087
 AV0087:                Primary Azimuth Mark                     Grid Az
 AV0087:SPC LA S     -  WHITE LAKE LIGHT EAST                    024 25 51.1
 AV0087:UTM  15      -  WHITE LAKE LIGHT EAST                    023 36 01.8
 AV0087
 AV0087|---------------------------------------------------------------------|
 AV0087| PID    Reference Object                     Distance      Geod. Az  |
 AV0087|                                                           dddmmss.s |
 AV0087| AV0662 WHITE LAKE LIGHT EAST               APPROX.10.8 KM 0235246.1 |
 AV0087| AV0086 MOUND RM 3                           26.338 METERS 13205     |
 AV0087| AV0088 MOUND RM 1                           38.911 METERS 18048     |
 AV0087| AV0085 MOUND RM 4                           36.777 METERS 24511     |
 AV0087| AV0083 MOUND RM 2                           35.741 METERS 25331     |
 AV0087| AV0084 MOUND AZ MK                                        2673610.3 |
 AV0087|---------------------------------------------------------------------|
 AV0087
 AV0087                          SUPERSEDED SURVEY CONTROL
 AV0087
 AV0087  NAD 83(1986)-  29 38 48.93650(N)    092 26 09.79973(W) AD(       ) 2
 AV0087  NAD 27      -  29 38 48.14700(N)    092 26 09.30900(W) AD(       ) 2
 AV0087  NGVD 29 (??/??/??)    6.946  (m)           22.79   (f) ADJUSTED    1 2
 AV0087
 AV0087.Superseded values are not recommended for survey control.
 AV0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0087.See file dsdata.txt to determine how the superseded data were derived.
 AV0087
 AV0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5458379795(NAD 83)
 AV0087_MARKER: DS = TRIANGULATION STATION DISK
 AV0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0087_SP_SET: CONCRETE POST
 AV0087_STAMPING: MOUND 1933
 AV0087_MARK LOGO: CGS   
 AV0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0087+STABILITY: SURFACE MOTION
 AV0087
 AV0087  HISTORY     - Date     Condition        Report By
 AV0087  HISTORY     - 1933     MONUMENTED       CGS
 AV0087  HISTORY     - 1945     GOOD             LOCENG
 AV0087  HISTORY     - 1948     GOOD             CGS
 AV0087  HISTORY     - 1955     GOOD             CGS
 AV0087  HISTORY     - 1959     GOOD             CGS
 AV0087  HISTORY     - 1965     GOOD             CGS
 AV0087  HISTORY     - 1965     GOOD             CGS
 AV0087  HISTORY     - 1986     GOOD             NGS
 AV0087
 AV0087                          STATION DESCRIPTION
 AV0087
 AV0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0087'LOCATED ON PECAN ISLAND ON THE BACK-RIDGE ROAD, 1/2 MILE E
 AV0087'OF THE POST OFFICE, W OF THE BARNS ON THE J.D. MORGAN PROPERTY,
 AV0087'ON TOP OF A LARGE INDIAN MOUND 25 FEET HIGH.
 AV0087'
 AV0087'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 AV0087'SET IN CONCRETE.
 AV0087'
 AV0087'STATION, REFERENCE AND AZIMUTH MARK FORMS ARE 6-INCH STOVE
 AV0087'PIPES.
 AV0087'
 AV0087'REFERENCE MARK NO. 1 IS S ACROSS THE ROAD, IN THE SW CORNER OF
 AV0087'A SMALL FENCED-IN GARDEN, AND REFERENCE MARK NO. 2 IS W OF
 AV0087'THE STATION ACROSS THE LANE IN THE ADJOINING FIELD, ALONG
 AV0087'THE E AND W FENCE, N OF THE ROAD.
 AV0087'
 AV0087'AZIMUTH MARK IS W OF THE STATION IN THE SW CORNER OF THE FRONT
 AV0087'YARD OF THE VIRGIL BROUSSARD PLACE.
 AV0087'
 AV0087'STATION CAN BE REACHED ONLY BY BOAT TO PECAN ISLAND AND THEN
 AV0087'BY HIRED TRUCK, CAR OR WAGON ON THE ISLAND.
 AV0087'
 AV0087'A 74-FOOT SIGNAL WAS NECESSARY TO SEE THE E AND W STATIONS,
 AV0087'BUT COULD BE CONSIDERABLY LESS FOR THE BEACH STATIONS.
 AV0087
 AV0087                          STATION RECOVERY (1945)
 AV0087
 AV0087'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (DFC)
 AV0087'LETTER FROM MR. D.F. CHAMPION, STANOLIND OIL AND GAS COMPANY,
 AV0087'HOUSTON, TEXAS DATED JUNE 7, 1945--
 AV0087'
 AV0087'STATION AND REFERENCE MONUMENTS ARE INTACT.
 AV0087
 AV0087                          STATION RECOVERY (1948)
 AV0087
 AV0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0087'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 AV0087'CONDITION.  THE AZIMUTH MARK IS NOT A STANDARD DISK IN CONCRETE.
 AV0087'THE MARK IS A ZINC BOLT, PUNCH
 AV0087'MARKED, SET IN TOP OF A 6-INCH CONCRETE POST.  THE DIRECTION
 AV0087'TO R.M. 1 IS INCORRECT IN THE ORIGINAL DESCRIPTION (SEE BELOW).
 AV0087'IT WAS REPORTED LOCALLY THAT R.M. 1 HAS NOT BEEN MOVED FROM
 AV0087'ITS ORIGINAL POSITION.
 AV0087'
 AV0087'REVISED DESCRIPTION FOLLOWS--
 AV0087'
 AV0087'STATION IS LOCATED ON PECAN ISLAND, ABOUT 1.2 MILES BY ROAD
 AV0087'E OF THE SCHOOLHOUSE, ABOUT 150 FEET W OF THE MRS. J.D. MORGAN
 AV0087'HOUSE, ON THE N SIDE OF THE ROAD, AND ON TOP OF AN INDIAN
 AV0087'MOUND ABOUT 15 FEET HIGH.  THE MARK IS A BRONZE STATION DISK
 AV0087'SET IN CONCRETE AND PROJECTS 1 INCH ABOVE GROUND.  DISK IS
 AV0087'STAMPED MOUND 1933.
 AV0087'
 AV0087'REFERENCE MARK 1 IS SE OF THE STATION, 105 FEET SW OF THE SW
 AV0087'CORNER OF THE MORGAN HOUSE, 26 FEET S OF THE CENTER LINE OF THE
 AV0087'ROAD, 3 FEET S OF A FENCE, 60 FEET W OF A 48-INCH OAK TREE, AND
 AV0087'37.7 FEET N OF A 20-INCH PECAN TREE.  THE MARK IS A BRONZE
 AV0087'REFERENCE DISK SET IN CONCRETE AND PROJECTS 2 INCHES ABOVE
 AV0087'GROUND.  IT IS STAMPED MOUND NO 1 1933.
 AV0087'
 AV0087'REFERENCE MARK 2 IS WSW OF THE STATION, 48 FEET N OF THE
 AV0087'CENTER LINE OF THE ROAD, 20.5 FEET N OF A FENCE, AND 92 FEET
 AV0087'SE OF THE SE CORNER OF A SMALL SUGAR HOUSE.  THE MARK IS A BRONZE
 AV0087'REFERENCE DISK SET IN CONCRETE AND PROJECTS 4 INCHES ABOVE
 AV0087'GROUND.  IT IS STAMPED MOUND NO 2 1933.
 AV0087'
 AV0087'AZIMUTH MARK IS W OF THE STATION, AT THE SW CORNER OF THE
 AV0087'FRONT YARD OF THE VIRGIL BROUSSARD PROPERTY, 19 FEET N OF
 AV0087'THE CENTER LINE OF THE ROAD, 6 FEET N OF A WIRE FENCE, 5 FEET
 AV0087'E OF THE W EDGE OF THE YARD, AND 18.5 FEET W OF A CONCRETE WALK.
 AV0087'THE MARK IS A ZINC BOLT, PUNCH MARKED, AND SET IN TOP OF A
 AV0087'6-INCH CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 AV0087'
 AV0087'THE DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND TO
 AV0087'AGREE WITH THE ORIGINAL DESCRIPTION.
 AV0087'
 AV0087'NO OTHER OBJECTS ARE VISIBLE FROM THE STATION.
 AV0087
 AV0087                          STATION RECOVERY (1955)
 AV0087
 AV0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0087'THE STATION AND MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD
 AV0087'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 AV0087'WERE CHECKED AND FOUND TO BE CORRECT.  A TRUCK ROUTE TO THE
 AV0087'STATION FOLLOWS.
 AV0087'
 AV0087'TO REACH FROM THE POST OFFICE AT KAPLAN.  GO SOUTH ON STATE
 AV0087'HIGHWAY NUMBER 35 FOR 12.5 MILES.  CROSS OVER THE DRAW BRIDGE
 AV0087'WHICH SPANS THE INTERCOASTAL CANAL AND CONTINUE SOUTH, ON
 AV0087'STATE HIGHWAY NUMBER 35, FOR 7.7 MILES.  CROSS OVER THE OLD
 AV0087'INTRACOASTAL CANAL ON THE CABLE FERRY AND CONTINUE SOUTH ON
 AV0087'THE SHELL ROAD FOR 8.4 MILES.  TURN RIGHT AND GO WESTERLY FOR
 AV0087'4.1 MILES TO A T-ROAD INTERSECTION AT A CATHOLIC CHURCH.  TURN
 AV0087'RIGHT AND GO NORTH AND EAST FOR 0.5 MILE TO THE INDIAN MOUNDS
 AV0087'AND THE STATION.
 AV0087
 AV0087                          STATION RECOVERY (1959)
 AV0087
 AV0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 AV0087'THE STATION WAS VISITED 4-2-59 AND THE STATION MARK, AZIMUTH
 AV0087'MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 AV0087'REFERENCE MARK NO. 2 WAS FOUND DISTURBED.  REFERENCE MARK
 AV0087'NO. 1 WAS DESTROYED AT THIS DATE AT THE REQUEST OF THE STATE
 AV0087'HIGHWAY DEPARTMENT DUE TO ROAD CONSTRUCTION.  REFERENCE MARKS
 AV0087'NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.  ELEVATIONS WERE
 AV0087'DETERMINED FOR REFERENCE MARKS NO. 3 AND NO. 4.
 AV0087'
 AV0087'A NEW DESCRIPTION FOLLOWS--
 AV0087'
 AV0087'THE STATION IS LOCATED ON PECAN ISLAND, 1.0 MILE EAST OF THE
 AV0087'PECAN ISLAND SCHOOL HOUSE AND THE CONNERS STORE, ON BACK
 AV0087'RIDGE ROAD, ON THE TOP OF THE SOUTHWEST ONE OF THREE INDIAN
 AV0087'MOUNDS AND ABOUT 15 FEET HIGHER THAN THE SURROUNDING AREA.
 AV0087'IT IS 142 FEET WEST OF THE SOUTHWEST CORNER OF MRS. J.D. MORGANS
 AV0087'HOUSE, 95 FEET NORTH OF THE CENTER OF THE BACK RIDGE ROAD,
 AV0087'AND 69 FEET NORTHEAST OF A FENCE CORNER.  IT IS A STANDARD
 AV0087'DISK, STAMPED MOUND 1933, SET IN THE TOP OF AN 8-INCH SQUARE
 AV0087'CONCRETE POST PROJECTING 3 INCHES.
 AV0087'
 AV0087'REFERENCE MARK NO. 3 IS 87.998 FEET (SLOPE MEASUREMENT) SOUTHEAST
 AV0087'OF THE STATION, 40 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AV0087'48 FEET WEST OF A T FENCE CORNER, 74 FEET WEST-SOUTHWEST OF
 AV0087'THE SOUTHWEST CORNER OF MRS. J.D. MORGANS HOUSE, AND 2 FEET
 AV0087'SOUTH OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED MOUND
 AV0087'NO 3 1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 AV0087'PROJECTING 6 INCHES.  IT IS 16.658 FEET LOWER
 AV0087'THAN THE STATION.
 AV0087'
 AV0087'REFERENCE MARK NO. 4 IS 121.58 FEET (SLOPE MEASUREMENT)
 AV0087'WEST-SOUTHWEST OF THE STATION, 59 FEET EAST OF THE CENTER OF THE
 AV0087'DRIVEWAY LEADING NORTH TO LAWRENCE VINCENTS HOUSE, 44 FEET
 AV0087'NORTH OF THE CENTER OF THE HIGHWAY, 41 FEET EAST OF A POWER
 AV0087'POLE, AND 74 FEET SOUTH OF THE SOUTHEAST CORNER OF THE VINCENTS
 AV0087'HOUSE.  IT IS A STANDARD DISK, STAMPED, MOUND NO 4 1933, SET
 AV0087'IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6
 AV0087'INCHES.  THE MARK IS 14.828 FEET LOWER THAN THE
 AV0087'STATION.
 AV0087'
 AV0087'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 41 FEET
 AV0087'NORTH OF THE CENTER OF THE HIGHWAY, 222 FEET EAST OF THE CENTER
 AV0087'OF THE DRIVEWAY LEADING NORTH TO MR. V.J. BROUSARDS HOUSE,
 AV0087'135 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 AV0087'FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST BEARING A
 AV0087'WHITE SIGN.  IT IS A ZINC BOLT SET IN THE CENTER OF THE TOP
 AV0087'OF A 6-INCH CONCRETE POST PROJECTING 6 INCHES.  THE ZINC BOLT
 AV0087'HAS A PUNCH MARK IN THE CENTER OF THE TOP.
 AV0087'
 AV0087'TO REACH THE STATION FROM THE HIGH SCHOOL AT PECAN ISLAND GO
 AV0087'EAST ON STATE HIGHWAY 553 FOR 0.7 MILE TO THE AZIMUTH MARK
 AV0087'ON THE LEFT, CONTINUE EAST FOR 0.3 MILE TO THE INDIAN MOUND AND
 AV0087'THE STATION ON THE LEFT.
 AV0087
 AV0087                          STATION RECOVERY (1965)
 AV0087
 AV0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0087'THE STATION MARK, STAMPED MOUND 1933, IS ABOUT 1.15 MILES
 AV0087'EAST ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE AT PECAN
 AV0087'ISLAND, IN SECTION 1, T 16 S, R 1 W, 136 FEET WEST OF THE
 AV0087'SOUTHWEST CORNER OF MRS. J.D. MORGANS HOUSE, 99 FEET NORTH
 AV0087'OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTH OF A POWER
 AV0087'POLE, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 AV0087'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AV0087'
 AV0087'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0087'
 AV0087'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0087'
 AV0087'R.M. 3, STAMPED MOUND NO 3 1933, IS ABOUT 0.55 MILES EAST
 AV0087'ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE AT PECAN ISLAND,
 AV0087'THENCE ABOUT 0.6 MILE NORTH AND EAST ALONG BACK RIDGE ROAD,
 AV0087'IN SECTION 1, T 16 S, R 1 W, 88 FEET SOUTHEAST OF MOUND 1933,
 AV0087'76 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MRS. J.D. MORGANS
 AV0087'HOUSE, 59 FEET EAST OF A POWER POLE, 40 FEET NORTH OF THE
 AV0087'CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE, 1.0
 AV0087'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AV0087'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AV0087'WITH THE GROUND.
 AV0087'
 AV0087'R.M. 4, STAMPED MOUND NO 4 1933, IS 119 FEET SOUTHWEST OF
 AV0087'MOUND 1933, 116 FEET WEST OF A POWER POLE, 59 FEET EAST OF THE
 AV0087'CENTER OF A WOODEN GATE, 44 FEET NORTH OF THE CENTER LINE OF
 AV0087'THE HIGHWAY, 1 FOOT NORTH OF A FENCE, ABOUT 2 FEET ABOVE THE
 AV0087'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 AV0087'PROJECTING 1 INCH.
 AV0087'
 AV0087'AZIMUTH MARK IS ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 82
 AV0087'FROM THE SCHOOL HOUSE AT PECAN ISLAND, 141 FEET WEST-SOUTHWEST
 AV0087'OF THE SOUTHWEST CORNER OF MR. KENNETH DITCHS HOUSE, 133 FEET
 AV0087'EAST OF A POWER POLE BEARING A TRANSFORMER, 132 FEET WEST OF
 AV0087'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH TO A HOUSE,
 AV0087'41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.4 FEET NORTH
 AV0087'OF A FENCE, 0.8 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 AV0087'ABOVE THE HIGHWAY, A PUNCH MARKED ZINC BOLT SET IN THE TOP OF
 AV0087'A CONCRETE POST PROJECTING 2 INCHES.
 AV0087
 AV0087                          STATION RECOVERY (1965)
 AV0087
 AV0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0087'1.15 MI E FROM PECAN ISLAND.
 AV0087'ABOUT 1.15 MILES EAST ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE AT
 AV0087'PECAN ISLAND, IN SECTION 1, T 16 S, R 1 W, 136 FEET WEST OF THE
 AV0087'SOUTHWEST CORNER OF MRS. J.D. MORGANS HOUSE, 99 FEET NORTH OF THE
 AV0087'CENTER LINE OF THE HIGHWAY, 54 FEET NORTH OF A POWER POLE, ABOUT 20
 AV0087'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AV0087'POST PROJECTING 3 INCHES.
 AV0087
 AV0087                          STATION RECOVERY (1986)
 AV0087
 AV0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1474 ***********************************************************************
 CP1474  DESIGNATION -  MOUND
 CP1474  PID         -  CP1474
 CP1474  STATE/COUNTY-  LA/TENSAS
 CP1474  USGS QUAD   -  NEWLIGHT (1987)
 CP1474
 CP1474                         *CURRENT SURVEY CONTROL
 CP1474  ___________________________________________________________________
 CP1474* NAD 83(1992)-  32 05 44.87526(N)    091 26 57.59331(W)     ADJUSTED  
 CP1474* NAVD 88     -        21.43   (+/-2cm)      70.3    (feet)  VERTCON   
 CP1474  ___________________________________________________________________
 CP1474  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CP1474  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1474
 CP1474  HORZ ORDER  -  FIRST
 CP1474  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1474
 CP1474.The horizontal coordinates were established by classical geodetic methods
 CP1474.and adjusted by the National Geodetic Survey in May 1994..
 CP1474
 CP1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1474.The vertical order pertains to the NGVD 29 superseded value.
 CP1474
 CP1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1474
 CP1474.The geoid height was determined by GEOID03.
 CP1474
 CP1474;                    North         East     Units Scale Factor Converg.
 CP1474;SPC LA N     -   177,415.165 1,099,168.072   MT  0.99991955   +0 33 19.8
 CP1474;SPC LA N     -   582,069.59  3,606,187.25   sFT  0.99991955   +0 33 19.8
 CP1474;UTM  15      - 3,552,106.581   646,324.273   MT  0.99986405   +0 49 26.7
 CP1474
 CP1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1474!SPC LA N     -   1.00000076  x   0.99991955  =   0.99992031
 CP1474!UTM  15      -   1.00000076  x   0.99986405  =   0.99986481
 CP1474
 CP1474:                Primary Azimuth Mark                     Grid Az
 CP1474:SPC LA N     -  MOUND AZ MK                              054 51 14.5
 CP1474:UTM  15      -  MOUND AZ MK                              054 35 07.6
 CP1474
 CP1474|---------------------------------------------------------------------|
 CP1474| PID    Reference Object                     Distance      Geod. Az  |
 CP1474|                                                           dddmmss.s |
 CP1474| CP1475 MOUND AZ MK                                        0552434.3 |
 CP1474| CP1642 MOUND RM 1                           27.676 METERS 20355     |
 CP1474| CP1473 MOUND RM 2                           30.322 METERS 32802     |
 CP1474|---------------------------------------------------------------------|
 CP1474
 CP1474                          SUPERSEDED SURVEY CONTROL
 CP1474
 CP1474  NAD 83(1992)-  32 05 44.88020(N)    091 26 57.59208(W) AD(       ) 1
 CP1474  NAD 83(1986)-  32 05 44.88705(N)    091 26 57.58970(W) AD(       ) 1
 CP1474  NAD 27      -  32 05 44.33257(N)    091 26 57.16446(W) AD(       ) 1
 CP1474  NGVD 29 (??/??/92)   21.45   (m)           70.4    (f) COMPUTED    2 1
 CP1474
 CP1474.Superseded values are not recommended for survey control.
 CP1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1474.See file dsdata.txt to determine how the superseded data were derived.
 CP1474
 CP1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4632452107(NAD 83)
 CP1474_MARKER: DS = TRIANGULATION STATION DISK
 CP1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1474_STAMPING: MOUND 1971
 CP1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1474+STABILITY: SURFACE MOTION
 CP1474
 CP1474  HISTORY     - Date     Condition        Report By
 CP1474  HISTORY     - 1971     MONUMENTED       NGS
 CP1474  HISTORY     - 1973     GOOD             NGS
 CP1474  HISTORY     - 1973     GOOD             LADTD
 CP1474
 CP1474                          STATION DESCRIPTION
 CP1474
 CP1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP1474'TENSION PULLED ON MEASUREMENT FROM STATION TO RMS WAS 5 KILOS.
 CP1474'
 CP1474'TENSION PULLED ON MEASUREMENT FROM RM 1 TO RM 2 WAS 10 KILOS.
 CP1474'
 CP1474'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF WINNSBORO,
 CP1474'12-1/2 MILES NORTHEAST OF GILBERT, 12-3/4 MILES WEST OF
 CP1474'NEWELLTON IN SECTION 21, T 13 N, R 10 E AND ON THE RIGHT-OF-WAY
 CP1474'OF THE LOUISIANA STATE HIGHWAY DEPARTMENT.
 CP1474'
 CP1474'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 4, 15 AND 17 IN
 CP1474'WINNSBORO, GO EAST ON STATE HIGHWAY 4 FOR 1.65 MILES TO THE
 CP1474'JUNCTION OF STATE HIGHWAY 17, CONTINUE EAST ON STATE HIGHWAY 4
 CP1474'FOR 3.55 MILES TO THE JUNCTION OF STATE HIGHWAY 863 ON LEFT,
 CP1474'CONTINUE SOUTH AND EAST ON STATE HIGHWAY 4 FOR 5.20 MILES TO
 CP1474'THE JUNCTION OF STATE HIGHWAY 128 ON THE RIGHT, CONTINUE
 CP1474'EASTERLY ON STATE HIGHWAY 4 FOR 9.45 MILES TO A FORKS AND
 CP1474'JUNCTION OF STATE HIGHWAY 128 TO THE RIGHT.  TURN LEFT AND GO
 CP1474'NORTHEAST ON STATE HIGHWAY 4 FOR 0.75 MILE TO A SIDE ROAD
 CP1474'LEFT AND THE STATION IN THE NORTHEAST ANGLE OF THE SIDE ROAD
 CP1474'AND STATE HIGHWAY 4.
 CP1474'
 CP1474'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 CP1474'STATE HIGHWAY 4 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP1474'
 CP1474'THE STATION MARKS ARE STANDARD DISKS STAMPED MOUND 1971.  THE
 CP1474'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP1474'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 104 FEET
 CP1474'NORTH OF THE INTERSECTION OF THE PAVED ROAD AND STATE HIGHWAY 4,
 CP1474'76 FEET WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 4, 61
 CP1474'FEET EAST-SOUTHEAST OF THE CENTER OF THE PAVED ROAD AND 56 FEET
 CP1474'WEST OF A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN THE
 CP1474'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CP1474'GROUND SURFACE.
 CP1474'
 CP1474'REFERENCE MARK 1, A STANDARD DISK STAMPED MOUND NO 1 1971, IS
 CP1474'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1474'IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET SOUTHEAST OF
 CP1474'A POWERLINE POLE, 52 FEET WEST OF THE CENTER OF THE INTERSECTION
 CP1474'OF THE PAVED ROAD AND STATE HIGHWAY 4, 47 FEET WEST-NORTHWEST OF
 CP1474'THE CENTER OF STATE HIGHWAY 4 AND 26 FEET SOUTHWEST OF THE
 CP1474'CENTER OF THE PAVED ROAD.
 CP1474'
 CP1474'REFERENCE MARK 2, A STANDARD DISK STAMPED MOUND NO 2 1971,
 CP1474'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP1474'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 92 FEET
 CP1474'NORTH-NORTHEAST OF A POWERLINE POLE, 15 FEET WEST-NORTHWEST OF
 CP1474'THE CENTER OF THE PAVED ROAD AND 1.7 FEET SOUTHEAST OF A METAL
 CP1474'WITNESS POST WITH SIGN.
 CP1474'
 CP1474'AZIMUTH MARK, A STANDARD DISK STAMPED MOUND 1971, IS SET IN THE
 CP1474'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP1474'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 145 FEET EAST-NORTHEAST
 CP1474'OF A POWERLINE POLE, 38 FEET NORTHWEST OF THE CENTER OF STATE
 CP1474'HIGHWAY 4 AND 1.3 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 CP1474'SIGN.
 CP1474'
 CP1474'HEIGHT OF LIGHT ABOVE STATION MARK 41.6 METERS.
 CP1474
 CP1474                          STATION RECOVERY (1973)
 CP1474
 CP1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PHA)
 CP1474'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CP1474'RECOVERED AND FOUND IN GOOD CONDITION.
 CP1474'
 CP1474'TO REACH THE AZIMUTH MARK FROM THE NEWELLTON HIGH SCHOOL IN
 CP1474'NEWELLTON GO ABOUT 13.10 MILES WEST ALONG LOUISIANA HIGHWAY 4 TO THE
 CP1474'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON LOUISIANA HIGHWAY 4
 CP1474'FOR 0.30 MILES TO THE STATION ON THE RIGHT.
 CP1474'
 CP1474'THE STATION MARK IS A STANDARD DISK STAMPED MOUND 1971.  IT IS SET
 CP1474'IN THE TOP OF A CONCRETE POST SET 1 INCH BELOW THE GROUND SURFACE.
 CP1474'IT IS 63.3 FEET EAST OF THE CENTERLINE OF A DEAD-END PAVED ROAD, 76.3
 CP1474'FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 4, 55.8 FEET
 CP1474'SOUTHWEST OF A FENCE CORNER.  A STEEL WITNESS POST IS SET 1.0
 CP1474'FOOT SOUTHEAST OF THE MARK.
 CP1474'
 CP1474'REFERENCE MARK 1, A STANDARD DISK STAMPED MOUND NO 1 1971, IS SET IN
 CP1474'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP1474'WITH THE GROUND SURFACE.  IT IS 47.6 FEET WEST OF THE CENTERLINE
 CP1474'OF LOUISIANA HIGHWAY 4, 53.0 FEET NORTHWEST OF THE INTERSECTION OF
 CP1474'LOUISIANA HIGHWAY 4, AND A DEAD-END PAVED ROAD, 99.6 FEET
 CP1474'SOUTHEAST OF A POWERPOLE.  A STEEL WITNESS POST IS SET 0.9 FOOT SOUTH
 CP1474'OF THE MARK.
 CP1474'
 CP1474'REFERENCE MARK 2, A STANDARD DISK STAMPED MOUND NO 2 1971, IS SET IN
 CP1474'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET FLUSH WITH
 CP1474'THE GROUND SURFACE.  IT IS 15.0 FEET NORTHWEST OF THE CENTERLINE OF
 CP1474'A DEAD-END PAVED ROAD, 43.4 FEET NORTHWEST OF A L.D.H.
 CP1474'RIGHT-OF-WAY MARKER, 98.5 FEET NORTHEAST OF A POWERPOLE.  A
 CP1474'STEEL WITNESS POST IS SET 1.7 FEET NORTH OF THE MARK.
 CP1474'
 CP1474'THE AZIMUTH MARK, A STANDARD DISK STAMPED MOUND 1971, IS SET IN THE
 CP1474'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 CP1474'INCHES ABOVE THE GROUND SURFACE.  IT IS 38.4 FEET NORTHWEST OF THE
 CP1474'CENTERLINE OF LOUISIANA HIGHWAY 4, 144.6 FEET NORTHEAST OF A
 CP1474'POWERPOLE, 11.6 FEET SOUTHWEST OF A F.A.P. CONCRETE MARKER.  A
 CP1474'STEEL WITNESS POST IS SET 1.6 FEET NORTHWEST OF THE MARK.
 CP1474'
 CP1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13.0 MILES WEST OF
 CP1474'NEWELLTON.
 CP1474
 CP1474                          STATION RECOVERY (1973)
 CP1474
 CP1474'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 CP1474'13.40 MI W FROM NEWELLTON.
 CP1474'ABOUT 13.40 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1474'HIGH SCHOOL IN NEWELLTON.  IT IS 63.3 FEET EAST OF THE CENTERLINE OF A
 CP1474'DEAD-END PAVED ROAD, 76.3 FEET WEST OF THE CENTERLINE OF LOUISIANA
 CP1474'HIGHWAY 4, 55.8 FEET SOUTHWEST OF A FENCE CORNER.  SET IN THE TOP OF A
 CP1474'CONCRETE POST SET 1 INCH BELOW THE GROUND.  A STEEL WITNESS POST IS
 CP1474'SET 1.0 FOOT SOUTHEAST OF THE MARK.  SECTION 21, T 13N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1475 ***********************************************************************
 CP1475  DESIGNATION -  MOUND AZ MK
 CP1475  PID         -  CP1475
 CP1475  STATE/COUNTY-  LA/TENSAS
 CP1475  USGS QUAD   -  NEWLIGHT (1987)
 CP1475
 CP1475                         *CURRENT SURVEY CONTROL
 CP1475  ___________________________________________________________________
 CP1475* NAD 83(1986)-  32 05 56.     (N)    091 26 36.     (W)     SCALED    
 CP1475* NAVD 88     -        21.45   (+/-2cm)      70.4    (feet)  VERTCON   
 CP1475  ___________________________________________________________________
 CP1475  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1475
 CP1475  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1475
 CP1475.The horizontal coordinates were scaled from a topographic map and have
 CP1475.an estimated accuracy of +/- 6 seconds.
 CP1475
 CP1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1475.The vertical order pertains to the NGVD 29 superseded value.
 CP1475
 CP1475.The geoid height was determined by GEOID03.
 CP1475
 CP1475;                    North         East    Units  Estimated Accuracy
 CP1475;SPC LA N     -   177,760.    1,099,730.      MT  (+/- 180 meters Scaled)
 CP1475
 CP1475                          SUPERSEDED SURVEY CONTROL
 CP1475
 CP1475  NGVD 29 (??/??/92)   21.46   (m)           70.4    (f) COMPUTED    2 1
 CP1475
 CP1475.Superseded values are not recommended for survey control.
 CP1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1475.See file dsdata.txt to determine how the superseded data were derived.
 CP1475
 CP1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR468524(NAD 83)
 CP1475_MARKER: DZ = AZIMUTH MARK DISK
 CP1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1475_STAMPING: MOUND 1971
 CP1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1475+STABILITY: SURFACE MOTION
 CP1475
 CP1475  HISTORY     - Date     Condition        Report By
 CP1475  HISTORY     - 1971     MONUMENTED       NGS
 CP1475  HISTORY     - 1973     GOOD             LADTD
 CP1475  HISTORY     - 19841001 MARK NOT FOUND   USGS
 CP1475
 CP1475                          STATION DESCRIPTION
 CP1475
 CP1475'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1475'13.10 MI W FROM NEWELLTON.
 CP1475'ABOUT 13.10 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1475'HIGH SCHOOL IN NEWELLTON.  IT IS 38.4 FEET NORTHWEST OF THE CENTERLINE
 CP1475'OF LOUISIANA HIGHWAY 4, 144.6 FEET NORTHEAST OF A POWERPOLE, 11.6 FEET
 CP1475'SOUTHWEST OF A F. A. P. CONCRETE MARKER.  SET IN TOP OF A CONCRETE
 CP1475'POST PROJECTING 5 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CP1475'SET 1.6 FEET NORTHWEST OF THE MARK.  SECTION 21, T 13N, R 10E.
 CP1475
 CP1475                          STATION RECOVERY (1984)
 CP1475
 CP1475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RRB)
 CP1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0588 ***********************************************************************
 AV0588  DESIGNATION -  MOUND AZ MK 2
 AV0588  PID         -  AV0588
 AV0588  STATE/COUNTY-  LA/VERMILION
 AV0588  USGS QUAD   -  PECAN ISLAND (1979)
 AV0588
 AV0588                         *CURRENT SURVEY CONTROL
 AV0588  ___________________________________________________________________
 AV0588* NAD 83(1992)-  29 38 31.89828(N)    092 25 52.83549(W)     ADJUSTED  
 AV0588* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0588  **This station is located in a subsidence area (see below).
 AV0588  ___________________________________________________________________
 AV0588  X           -    -235,356.671 (meters)                     COMP
 AV0588  Y           -  -5,542,964.389 (meters)                     COMP
 AV0588  Z           -   3,135,950.846 (meters)                     COMP
 AV0588  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AV0588  ELLIP HEIGHT-         -25.02  (meters)          (06/26/02) GPS OBS
 AV0588  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AV0588  DYNAMIC HT  -           1.0   (meters)       3.    (feet)  COMP
 AV0588  MODELED GRAV-     979,300.0   (mgal)                       NAVD 88
 AV0588
 AV0588  HORZ ORDER  -  FIRST
 AV0588  VERT ORDER  -  THIRD (See Below)
 AV0588  ELLP ORDER  -  FOURTH    CLASS II
 AV0588
 AV0588.The horizontal coordinates were established by GPS observations
 AV0588.and adjusted by the National Geodetic Survey in January 1993..
 AV0588
 AV0588 ** The orthometric height has not been validated since last determined
 AV0588 ** by differential leveling and should not be used for control purposes.
 AV0588 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0588 ** area with valid NAVD 88 orthometric heights.
 AV0588 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0588 ** epoch indicated which incorporates improved geoid heights for the
 AV0588 ** Southern Louisiana Subsidence area.
 AV0588 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0588.The orthometric height was scaled from a topographic map.
 AV0588.The vertical order pertains to the NGVD 29 superseded value.
 AV0588
 AV0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0588
 AV0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0588
 AV0588.The ellipsoidal height was determined by GPS observations
 AV0588.and is referenced to NAD 83.
 AV0588
 AV0588.The geoid height was determined by GEOID03.
 AV0588
 AV0588.The dynamic height is computed by dividing the NAVD 88
 AV0588.geopotential number by the normal gravity value computed on the
 AV0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0588.degrees latitude (g = 980.6199 gals.).
 AV0588
 AV0588.The modeled gravity was interpolated from observed gravity values.
 AV0588
 AV0588;                    North         East     Units Scale Factor Converg.
 AV0588;SPC LA S     -   127,115.865   893,686.578   MT  0.99994521   -0 32 56.5
 AV0588;SPC LA S     -   417,045.97  2,932,036.71   sFT  0.99994521   -0 32 56.5
 AV0588;UTM  15      - 3,279,273.715   555,041.778   MT  0.99963738   +0 16 52.5
 AV0588
 AV0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0588!SPC LA S     -   1.00000393  x   0.99994521  =   0.99994914
 AV0588!UTM  15      -   1.00000393  x   0.99963738  =   0.99964131
 AV0588
 AV0588                          SUPERSEDED SURVEY CONTROL
 AV0588
 AV0588  ELLIP H (01/21/93)  -24.93   (m)                       GP(       ) 4 2
 AV0588  NAD 83(1986)-  29 38 31.91506(N)    092 25 52.80834(W) AD(       ) 1
 AV0588  NGVD 29 (05/20/88)    0.98   (m)            3.2    (f) LEVELING    3  
 AV0588
 AV0588.Superseded values are not recommended for survey control.
 AV0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0588.See file dsdata.txt to determine how the superseded data were derived.
 AV0588
 AV0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5504279274(NAD 83)
 AV0588_MARKER: DZ = AZIMUTH MARK DISK
 AV0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0588_SP_SET: CONCRETE POST
 AV0588_STAMPING: MOUND 1033 AZ MK NO 2 1987
 AV0588_MARK LOGO: LADTD 
 AV0588_PROJECTION: FLUSH
 AV0588_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AV0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0588+STABILITY: SURFACE MOTION
 AV0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0588+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AV0588
 AV0588  HISTORY     - Date     Condition        Report By
 AV0588  HISTORY     - 1987     MONUMENTED       LADTD
 AV0588  HISTORY     - 1987     GOOD             LADTD
 AV0588
 AV0588                          STATION DESCRIPTION
 AV0588
 AV0588'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AV0588'THE STATION IS LOCATED ABOUT 0.96 KM (0.6 MI)
 AV0588'EAST OF PECAN ISLAND.
 AV0588'OWNERSHIP--VERMILLION PARISH
 AV0588'
 AV0588'TO REACH THE STATION FROM THE SCHOOL AT PECAN ISLAND, GO
 AV0588'EAST FOR 0.96 KM (0.6 MI) ON STATE HIGHWAY 82 TO A ROAD RIGHT.
 AV0588'TURN RIGHT AND GO SOUTH FOR 1.5 KM (0.9 MI) ON PARISH ROAD P-7-17
 AV0588'TO THE MARK ON THE LEFT.
 AV0588'
 AV0588'THE STATION IS A STANDARD CGS DISK
 AV0588'STAMPED---MOUND 1933 NO 2 1987---,
 AV0588'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0588'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0588'40 METERS (131 FT) NORTHEAST FROM A TELEPHONE JUNCTION BOX,
 AV0588'5.6 METERS (18 FT) NORTHWEST FROM THE CENTER OF THE ROAD AND
 AV0588'0.15 METERS (0.5 FT) SOUTHEAST FROM A COMBINATION FENCE.
 AV0588
 AV0588                          STATION RECOVERY (1987)
 AV0588
 AV0588'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AV0588'0.96 KM (0.6 MI) EAST FROM PECAN ISLAND.
 AV0588'1.0 KM (0.6 MI) EAST ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE IN
 AV0588'PECAN ISLAND TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 AV0588'FOR 1.5 KM (0.9 MI) ON PARISH ROAD P-7-17 TO THE MARK ON THE LEFT, 40
 AV0588'METERS (131 FT) NORTHEAST OF A TELEPHONE REPAIR BOX, 5.6 METERS (18
 AV0588'FT) NORTHWEST FROM THE CENTER OF THE ROAD AND 0.15 METERS (0.5 FT)
 AV0588'SOUTHEAST OF A FENCE.
 AV0588'THE MARK IS 0.61 METERS  SSW FROM A WITNESS POST.
 AV0588'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1631 ***********************************************************************
 BW1631  DESIGNATION -  MOUND BOLT
 BW1631  PID         -  BW1631
 BW1631  STATE/COUNTY-  LA/CATAHOULA
 BW1631  USGS QUAD   -  WALTERS (1995)
 BW1631
 BW1631                         *CURRENT SURVEY CONTROL
 BW1631  ___________________________________________________________________
 BW1631* NAD 83(1986)-  31 34 48.     (N)    091 58 09.     (W)     SCALED    
 BW1631* NAVD 88     -        19.24   (+/-2cm)      63.1    (feet)  VERTCON   
 BW1631  ___________________________________________________________________
 BW1631  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1631
 BW1631  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1631
 BW1631.The horizontal coordinates were scaled from a topographic map and have
 BW1631.an estimated accuracy of +/- 6 seconds.
 BW1631
 BW1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1631.The vertical order pertains to the NGVD 29 superseded value.
 BW1631
 BW1631.The geoid height was determined by GEOID03.
 BW1631
 BW1631;                    North         East    Units  Estimated Accuracy
 BW1631;SPC LA N     -   119,870.    1,050,380.      MT  (+/- 180 meters Scaled)
 BW1631
 BW1631                          SUPERSEDED SURVEY CONTROL
 BW1631
 BW1631  NGVD 29 (??/??/92)   19.228  (m)           63.08   (f) ADJ UNCH    1 2
 BW1631
 BW1631.Superseded values are not recommended for survey control.
 BW1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1631.See file dsdata.txt to determine how the superseded data were derived.
 BW1631
 BW1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ978943(NAD 83)
 BW1631_MARKER: B = BOLT
 BW1631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1631_SP_SET: CONCRETE SLAB
 BW1631_STAMPING: BM MOUND 67
 BW1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1631
 BW1631  HISTORY     - Date     Condition        Report By
 BW1631  HISTORY     - UNK      MONUMENTED       DOD
 BW1631  HISTORY     - 1966     GOOD             NGS
 BW1631
 BW1631                          STATION DESCRIPTION
 BW1631
 BW1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1631'10.0 MI W FROM JONESVILLE.
 BW1631'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1631'THE U.S. HIGHWAY 84 BRIDGE OVER BLACK RIVER AT JONESVILLE, THENCE 7.75
 BW1631'MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 1.7 MILES
 BW1631'WEST ALONG U.S. HIGHWAY 84 TO THE JUNCTION OF OLD U.S. HIGHWAY 84,
 BW1631'THENCE ABOUT 0.1 MILE NORTHWEST ACROSS A FIELD TO THE MORE
 BW1631'SOUTHEASTERLY OF 2 LARGE EARTH MOUNDS, IN SECTION 16, T 7 N, R 5 E,
 BW1631'ABOUT 0.25 MILE SOUTHWEST OF THE RAILROAD BRIDGE OVER LITTLE RIVER,
 BW1631'439 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 84, 297 FEET NORTH
 BW1631'OF A FENCE, 26 FEET NORTHWEST OF A 20-INCH CHINABERRY TREE, 2.2 FEET
 BW1631'NORTH OF A METAL WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE
 BW1631'HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET
 BW1631'BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BW1631'3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND PROJECTS 6
 BW1631'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1630 ***********************************************************************
 BW1630  DESIGNATION -  MOUND CAP
 BW1630  PID         -  BW1630
 BW1630  STATE/COUNTY-  LA/CATAHOULA
 BW1630  USGS QUAD   -  WALTERS (1995)
 BW1630
 BW1630                         *CURRENT SURVEY CONTROL
 BW1630  ___________________________________________________________________
 BW1630* NAD 83(1986)-  31 34 48.     (N)    091 58 09.     (W)     SCALED    
 BW1630* NAVD 88     -        20.46   (+/-2cm)      67.1    (feet)  VERTCON   
 BW1630  ___________________________________________________________________
 BW1630  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1630
 BW1630  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1630
 BW1630.The horizontal coordinates were scaled from a topographic map and have
 BW1630.an estimated accuracy of +/- 6 seconds.
 BW1630
 BW1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1630.The vertical order pertains to the NGVD 29 superseded value.
 BW1630
 BW1630.The geoid height was determined by GEOID03.
 BW1630
 BW1630;                    North         East    Units  Estimated Accuracy
 BW1630;SPC LA N     -   119,870.    1,050,380.      MT  (+/- 180 meters Scaled)
 BW1630
 BW1630                          SUPERSEDED SURVEY CONTROL
 BW1630
 BW1630  NGVD 29 (??/??/92)   20.452  (m)           67.10   (f) ADJ UNCH    1 2
 BW1630
 BW1630.Superseded values are not recommended for survey control.
 BW1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1630.See file dsdata.txt to determine how the superseded data were derived.
 BW1630
 BW1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ978943(NAD 83)
 BW1630_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1630_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1630_STAMPING: BM MOUND 67
 BW1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1630
 BW1630  HISTORY     - Date     Condition        Report By
 BW1630  HISTORY     - UNK      MONUMENTED       DOD
 BW1630  HISTORY     - 1966     GOOD             NGS
 BW1630
 BW1630                          STATION DESCRIPTION
 BW1630
 BW1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1630'10.0 MI W FROM JONESVILLE.
 BW1630'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1630'THE U.S. HIGHWAY 84 BRIDGE OVER BLACK RIVER AT JONESVILLE, THENCE 7.75
 BW1630'MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 1.7 MILES
 BW1630'WEST ALONG U.S. HIGHWAY 84 TO THE JUNCTION OF OLD U.S. HIGHWAY 84,
 BW1630'THENCE ABOUT 0.1 MILE NORTHWEST ACROSS A FIELD TO THE MORE
 BW1630'SOUTHEASTERLY OF 2 LARGE EARTH MOUNDS, IN SECTION 16, T 7 N, R 5 E,
 BW1630'ABOUT 0.25 MILE SOUTHWEST OF THE RAILROAD BRIDGE OVER LITTLE RIVER,
 BW1630'439 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 84, 297 FEET NORTH
 BW1630'OF A FENCE, 26 FEET NORTHWEST OF A 20-INCH CHINABERRY TREE, 2.2 FEET
 BW1630'NORTH OF A METAL WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE
 BW1630'HIGHWAY.  A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND
 BW1630'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2513 ***********************************************************************
 AU2513  DESIGNATION -  MOUND POINT
 AU2513  PID         -  AU2513
 AU2513  STATE/COUNTY-  LA/IBERIA
 AU2513  USGS QUAD   -  MOUND POINT (1978)
 AU2513
 AU2513                         *CURRENT SURVEY CONTROL
 AU2513  ___________________________________________________________________
 AU2513* NAD 83(1992)-  29 28 21.66527(N)    091 49 14.47860(W)     ADJUSTED  
 AU2513* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AU2513  ___________________________________________________________________
 AU2513  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU2513  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU2513
 AU2513  HORZ ORDER  -  SECOND
 AU2513
 AU2513.The horizontal coordinates were established by classical geodetic methods
 AU2513.and adjusted by the National Geodetic Survey in January 1993..
 AU2513
 AU2513.The orthometric height was scaled from a topographic map.
 AU2513
 AU2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2513
 AU2513.The geoid height was determined by GEOID03.
 AU2513
 AU2513;                    North         East     Units Scale Factor Converg.
 AU2513;SPC LA S     -   107,918.603   952,731.961   MT  0.99996794   -0 14 37.3
 AU2513;SPC LA S     -   354,062.95  3,125,754.78   sFT  0.99996794   -0 14 37.3
 AU2513;UTM  15      - 3,260,935.912   614,342.572   MT  0.99976132   +0 34 49.1
 AU2513
 AU2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2513!SPC LA S     -   1.00000365  x   0.99996794  =   0.99997159
 AU2513!UTM  15      -   1.00000365  x   0.99976132  =   0.99976497
 AU2513
 AU2513|---------------------------------------------------------------------|
 AU2513| PID    Reference Object                     Distance      Geod. Az  |
 AU2513|                                                           dddmmss.s |
 AU2513| CW1068 MOUND POINT RM 1                     45.693 METERS 06259     |
 AU2513| AU2516 MIKE 1955                            29.780 METERS 25338     |
 AU2513| CW1067 MOUND POINT AZ MK                                  3451321.9 |
 AU2513|---------------------------------------------------------------------|
 AU2513
 AU2513                          SUPERSEDED SURVEY CONTROL
 AU2513
 AU2513  NAD 83(1986)-  29 28 21.69041(N)    091 49 14.47194(W) AD(       ) 2
 AU2513  NAD 27      -  29 28 20.91000(N)    091 49 14.04300(W) AD(       ) 2
 AU2513
 AU2513.Superseded values are not recommended for survey control.
 AU2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2513.See file dsdata.txt to determine how the superseded data were derived.
 AU2513
 AU2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1434360936(NAD 83)
 AU2513_MARKER: DS = TRIANGULATION STATION DISK
 AU2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2513_MAGNETIC: P = MARKER IS A STEEL PIPE
 AU2513
 AU2513  HISTORY     - Date     Condition        Report By
 AU2513  HISTORY     - 1955     MONUMENTED       CGS
 AU2513  HISTORY     - 1959     GOOD             LOCENG
 AU2513  HISTORY     - 1960     GOOD             CGS
 AU2513  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AU2513  HISTORY     - 1979     MARK NOT FOUND   NGS
 AU2513
 AU2513                          STATION DESCRIPTION
 AU2513
 AU2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2513'THE STATION IS LOCATED ON THE CREST OF A LOW SHELL RIDGE
 AU2513'WHICH LIES ON THE MOST SOUTHERLY POINT OF MARSH ISLAND AND
 AU2513'ABOUT 100 METERS EAST OF THE MOUTH OF OYSTER BAYOU.  THE AREA
 AU2513'IN THE VICINITY OF THE STATION IS COVERED WITH A DENSE GROWTH
 AU2513'OF THORN TREES AND CACTUS.
 AU2513'
 AU2513'THE STATION MAY BE REACHED BY BOAT FROM VERMILION BAY BY
 AU2513'FOLLOWING VARIOUS BAYOUS ACROSS MARSH ISLAND TO THE MOUTH OF
 AU2513'OYSTER BAYOU.  THE GULF OF MEXICO, TO THE SOUTH OF THE STATION,
 AU2513'IS TOO SHALLOW TO PERMIT A LANDING FROM THE SEA.  BOATS MAY
 AU2513'BE OBTAINED AT INTRACOASTAL CITY FOR TRANSPORTATION TO THIS
 AU2513'STATION.
 AU2513'
 AU2513'THE STATION IS A STANDARD DISK, STAMPED MOUND POINT 1955, BRAZED
 AU2513'TO THE TOP OF A 3 INCH IRON PIPE WHICH IS EMBEDDED IN A MASS
 AU2513'OF CONCRETE IN THE CENTER OF AN 8 INCH TILE WHICH PROJECTS
 AU2513'6 INCHES.
 AU2513'
 AU2513'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MOUND
 AU2513'POINT NO 1 1955, BRAZED TO THE TOP OF A 3 INCH IRON PIPE
 AU2513'WHICH IS EMBEDDED IN A MASS OF CONCRETE IN THE CENTER OF AN
 AU2513'8 INCH TILE PIPE WHICH PROJECTS 6 INCHES.
 AU2513'
 AU2513'REFERENCE MARK NUMBER 2 IS A STANDARD U.S.C. AND G.S. TOPOGRAPHIC
 AU2513'STATION DISK, STAMPED MIKE 1948, SET IN THE TOP OF A STOVE
 AU2513'PIPE WHICH IS FILLED WITH CONCRETE.  IT PROJECTS ABOUT 8
 AU2513'INCHES AND LIES ABOUT 2 FEET LOWER THAN THE STATION.
 AU2513'
 AU2513'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOUND POINT
 AU2513'1955, BRAZED TO THE TOP OF A 3 INCH IRON PIPE WHICH IS EMBEDDED
 AU2513'IN A MASS OF CONCRETE IN THE CENTER OF AN 8 INCH TILE PIPE
 AU2513'WHICH PROJECTS 8 INCHES.  IT IS LOCATED ON THE WESTERLY BANK
 AU2513'OF OYSTER BAYOU ABOUT 0.5 MILE NORTH OF THE STATION, 25 FEET
 AU2513'SOUTH OF A CLUMP OF THORN TREES AND 8 FEET WEST OF THE BANK OF
 AU2513'THE BAYOU.
 AU2513
 AU2513                          STATION RECOVERY (1959)
 AU2513
 AU2513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AU2513'RECOVERED BY HO AND R CO.
 AU2513'
 AU2513'STATION, REF. MARKER 1 AND AZM. MARKER WERE RECOVERED IN GOOD
 AU2513'CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE.
 AU2513
 AU2513                          STATION RECOVERY (1960)
 AU2513
 AU2513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2513'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 AU2513'IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE.
 AU2513
 AU2513                          STATION RECOVERY (1966)
 AU2513
 AU2513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2513'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AU2513'MARK 1, U.S.C. AND G.S. TOPOGRAPHIC STATION MIKE 1948 (REFERENCE
 AU2513'MARK 2) AND THE AZIMUTH MARK WERE NOT RECOVERED.  THE AREA
 AU2513'HAS BEEN CHANGED QUITE A BIT FROM THE HURRICANE OF 1965.  A
 AU2513'NEW DESCRIPTION FOLLOWS--
 AU2513'
 AU2513'STATION IS ON THE CREST OF A LOW SHELL RIDGE AT THE SOUTHERN
 AU2513'TIP OF MARSH ISLAND AND ABOUT 100 YARDS EAST OF THE MOUTH
 AU2513'OF OYSTER BAYOU, 33 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 AU2513'OF A HOUSE AND 31-1/2 FEET NORTHEAST OF THE SOUTHEAST LEG
 AU2513'OF A SUPPORT FOR A WATER TANK.  A STANDARD DISK, STAMPED MOUND
 AU2513'POINT 1955, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 AU2513'6 INCHES ABOVE THE SHELL RIDGE.
 AU2513
 AU2513                          STATION RECOVERY (1979)
 AU2513
 AU2513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2513'THE STATION, REFERENCE MARK 1. MIKE 1948 (REFERENCE MARK 2), AND
 AU2513'THE AZIMUTH MARK WERE SEARCHED FOR AND NOT RECOVERED.  THEY ARE
 AU2513'PRESUMED LOST TO EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1642 ***********************************************************************
 CP1642  DESIGNATION -  MOUND RM 1
 CP1642  PID         -  CP1642
 CP1642  STATE/COUNTY-  LA/TENSAS
 CP1642  USGS QUAD   -  NEWLIGHT (1987)
 CP1642
 CP1642                         *CURRENT SURVEY CONTROL
 CP1642  ___________________________________________________________________
 CP1642* NAD 83(1986)-  32 05 51.     (N)    091 26 55.     (W)     SCALED    
 CP1642* NAVD 88     -        21.82   (+/-2cm)      71.6    (feet)  VERTCON   
 CP1642  ___________________________________________________________________
 CP1642  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1642
 CP1642  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1642
 CP1642.The horizontal coordinates were scaled from a topographic map and have
 CP1642.an estimated accuracy of +/- 6 seconds.
 CP1642
 CP1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1642.The vertical order pertains to the NGVD 29 superseded value.
 CP1642
 CP1642.The geoid height was determined by GEOID03.
 CP1642
 CP1642;                    North         East    Units  Estimated Accuracy
 CP1642;SPC LA N     -   177,600.    1,099,230.      MT  (+/- 180 meters Scaled)
 CP1642
 CP1642                          SUPERSEDED SURVEY CONTROL
 CP1642
 CP1642  NGVD 29 (??/??/92)   21.840  (m)           71.65   (f) ADJ UNCH    2 1
 CP1642
 CP1642.Superseded values are not recommended for survey control.
 CP1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1642.See file dsdata.txt to determine how the superseded data were derived.
 CP1642
 CP1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR463522(NAD 83)
 CP1642_MARKER: DR = REFERENCE MARK DISK
 CP1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1642_STAMPING: MOUND NO 1 1971
 CP1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1642+STABILITY: SURFACE MOTION
 CP1642
 CP1642  HISTORY     - Date     Condition        Report By
 CP1642  HISTORY     - 1971     MONUMENTED       NGS
 CP1642  HISTORY     - 1974     GOOD             LADTD
 CP1642
 CP1642                          STATION DESCRIPTION
 CP1642
 CP1642'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1642'13.40 MI W FROM NEWELLTON.
 CP1642'ABOUT 13.40 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1642'HIGH SCHOOL IN NEWELLTON.  IT IS 47.6 FEET WEST OF THE CENTERLINE OF
 CP1642'LOUISIANA HIGHWAY 4, 53.0 FEET NORTHWEST OF THE INTERSECTION OF
 CP1642'LOUISIANA HIGHWAY 4 AND A PAVED ROAD, 99.6 FEET SOUTHEAST OF A
 CP1642'POWERPOLE.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. A
 CP1642'STEEL WITNESS POST IS SET 0.9 FOOT SOUTH OF THE MARK.  NOTE-- ABOUT
 CP1642'1.25 MILES WEST OF THE ROAD JUNCTION AT NEWLIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1473 ***********************************************************************
 CP1473  DESIGNATION -  MOUND RM 2
 CP1473  PID         -  CP1473
 CP1473  STATE/COUNTY-  LA/TENSAS
 CP1473  USGS QUAD   -  NEWLIGHT (1987)
 CP1473
 CP1473                         *CURRENT SURVEY CONTROL
 CP1473  ___________________________________________________________________
 CP1473* NAD 83(1986)-  32 05 51.     (N)    091 26 55.     (W)     SCALED    
 CP1473* NAVD 88     -        21.53   (+/-2cm)      70.6    (feet)  VERTCON   
 CP1473  ___________________________________________________________________
 CP1473  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1473
 CP1473  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1473
 CP1473.The horizontal coordinates were scaled from a topographic map and have
 CP1473.an estimated accuracy of +/- 6 seconds.
 CP1473
 CP1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1473.The vertical order pertains to the NGVD 29 superseded value.
 CP1473
 CP1473.The geoid height was determined by GEOID03.
 CP1473
 CP1473;                    North         East    Units  Estimated Accuracy
 CP1473;SPC LA N     -   177,600.    1,099,230.      MT  (+/- 180 meters Scaled)
 CP1473
 CP1473                          SUPERSEDED SURVEY CONTROL
 CP1473
 CP1473  NGVD 29 (??/??/92)   21.55   (m)           70.7    (f) COMPUTED    2 1
 CP1473
 CP1473.Superseded values are not recommended for survey control.
 CP1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1473.See file dsdata.txt to determine how the superseded data were derived.
 CP1473
 CP1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR463522(NAD 83)
 CP1473_MARKER: DR = REFERENCE MARK DISK
 CP1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1473_STAMPING: MOUND NO 2 1971
 CP1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1473+STABILITY: SURFACE MOTION
 CP1473
 CP1473  HISTORY     - Date     Condition        Report By
 CP1473  HISTORY     - 1971     MONUMENTED       NGS
 CP1473  HISTORY     - 1973     GOOD             LADTD
 CP1473
 CP1473                          STATION DESCRIPTION
 CP1473
 CP1473'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1473'13.40 MI W FROM NEWELLTON.
 CP1473'ABOUT 13.40 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1473'HIGH SCHOOL IN NEWELLTON.  IT IS 15.0 FEET NORTHWEST OF THE CENTERLINE
 CP1473'OF A DEAD-END PAVED ROAD, 43.4 FEET NORTHWEST OF A L.D.H. RIGHT-OF-WAY
 CP1473'MARKER, 98.5 FEET NORTHEAST OF A POWERPOLE.  SET IN TOP OF A CONCRETE
 CP1473'POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 1.7 FEET
 CP1473'NORTH OF THE MARK.  SECTION 21, T 13N, R 10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2771 ***********************************************************************
 CP2771  DESIGNATION -  MOUNDS SE BASE
 CP2771  PID         -  CP2771
 CP2771  STATE/COUNTY-  LA/MADISON
 CP2771  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2771
 CP2771                         *CURRENT SURVEY CONTROL
 CP2771  ___________________________________________________________________
 CP2771* NAD 83(1992)-  32 19 05.94923(N)    090 56 05.95539(W)     ADJUSTED  
 CP2771* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 CP2771  ___________________________________________________________________
 CP2771  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CP2771  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP2771
 CP2771  HORZ ORDER  -  FIRST
 CP2771
 CP2771.The horizontal coordinates were established by classical geodetic methods
 CP2771.and adjusted by the National Geodetic Survey in May 1994..
 CP2771
 CP2771.The orthometric height was scaled from a topographic map.
 CP2771
 CP2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2771
 CP2771.The geoid height was determined by GEOID03.
 CP2771
 CP2771;                    North         East     Units Scale Factor Converg.
 CP2771;SPC LA N     -   202,672.084 1,147,355.646   MT  0.99993910   +0 49 38.7
 CP2771;SPC LA N     -   664,933.33  3,764,282.65   sFT  0.99993910   +0 49 38.7
 CP2771;SPC MS W     -   312,604.854   643,347.474   MT  0.99998956   -0 19 18.0
 CP2771;SPC MS W     - 1,025,604.43  2,110,715.84   sFT  0.99998956   -0 19 18.0
 CP2771;UTM  15      - 3,577,593.189   694,392.741   MT  1.00006602   +1 06 15.7
 CP2771
 CP2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2771!SPC LA N     -   0.99999946  x   0.99993910  =   0.99993856
 CP2771!SPC MS W     -   0.99999946  x   0.99998956  =   0.99998902
 CP2771!UTM  15      -   0.99999946  x   1.00006602  =   1.00006548
 CP2771
 CP2771:                Primary Azimuth Mark                     Grid Az
 CP2771:SPC LA N     -  VICKSBURG COURTHOUSE CUPOLA              053 49 21.6
 CP2771:SPC MS W     -  VICKSBURG COURTHOUSE CUPOLA              054 58 18.3
 CP2771:UTM  15      -  VICKSBURG COURTHOUSE CUPOLA              053 32 44.6
 CP2771
 CP2771|---------------------------------------------------------------------|
 CP2771| PID    Reference Object                     Distance      Geod. Az  |
 CP2771|                                                           dddmmss.s |
 CP2771| CP2776 VICKSBURG COURTHOUSE CUPOLA         APPROX. 6.5 KM 0543900.3 |
 CP2771| CP2775 VICKSBURG HOLY CH OF TRINITY        APPROX. 6.1 KM 0575118.0 |
 CP2771| CP2774 VICKSBURG STANDPIPE                 APPROX. 5.8 KM 0592007.5 |
 CP2771| CP2761 VICKSBURG NATL PARK ILL MEM         APPROX. 9.9 KM 0622515.6 |
 CP2771| CP2773 VICKSBURG TRANS TWR W SIDE RIV      APPROX. 2.5 KM 0823039.3 |
 CP2771| CP2772 MOUNDS SW BASE 1878                 146.521 METERS 28356     |
 CP2771| CY4270 MOUNDS SE BASE RM 1                 202.700 METERS 28824     |
 CP2771| CY4271 MOUNDS SE BASE RM 2                 155.400 METERS 35941     |
 CP2771|---------------------------------------------------------------------|
 CP2771
 CP2771                          SUPERSEDED SURVEY CONTROL
 CP2771
 CP2771  NAD 83(1992)-  32 19 05.96039(N)    090 56 05.95273(W) AD(       ) 1
 CP2771  NAD 83(1986)-  32 19 05.96133(N)    090 56 05.95162(W) AD(       ) 1
 CP2771  NAD 27      -  32 19 05.43200(N)    090 56 05.56400(W) AD(       ) 1
 CP2771
 CP2771.Superseded values are not recommended for survey control.
 CP2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2771.See file dsdata.txt to determine how the superseded data were derived.
 CP2771
 CP2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9439377593(NAD 83)
 CP2771_MARKER: DS = TRIANGULATION STATION DISK
 CP2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2771
 CP2771  HISTORY     - Date     Condition        Report By
 CP2771  HISTORY     - 1929     MONUMENTED       CGS
 CP2771  HISTORY     - 1935     MARK NOT FOUND   CGS
 CP2771  HISTORY     - 1962     MARK NOT FOUND   USGS
 CP2771
 CP2771                          STATION DESCRIPTION
 CP2771
 CP2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2771'ABOUT 1/2 MILE W OF TOWN OF DELTA POINT, ON BENCH OF LEVEE,
 CP2771'14.0 METERS (46 FEET) NW OF CREST OF LEVEE, AND AT POINT
 CP2771'OF INTERSECTION OF TANGENTS OF FIRST CURVE OF ILLINOIS CENTRAL
 CP2771'RAILROAD W OF DELTA POINT.
 CP2771'
 CP2771'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2771'DISKS SET IN CONCRETE.
 CP2771'
 CP2771'REFERENCE MARK NO. 1 IS 56.1 METERS (184 FEET) NW OF JUNCTION
 CP2771'OF NARROW DIRT ROAD LEADING W FROM OLD GRAVEL ROAD (FORMERLY
 CP2771'A PART OF U.S. HIGHWAY 80), 30.5 METERS (100 FEET) NW OF
 CP2771'DANGER SIGN ON GRAVEL ROAD, 9.1 METERS (30 FEET) W OF CENTER
 CP2771'LINE OF GRAVEL ROAD, 9 METERS (30 FEET) NE OF NE RAIL, AND
 CP2771'202.7 METERS (665 FEET) FROM STATION IN AZIMUTH 108 DEG
 CP2771'23 MIN 54 SEC.
 CP2771'
 CP2771'REFERENCE MARK NO. 2 IS 9.4 METERS (31 FEET) S OF CENTER
 CP2771'LINE OF HIGHWAY, 31.1 METERS (102 FEET) W OF NE CORNER OF
 CP2771'COTTON FIELD, 93.0 METERS (305 FEET) N OF NEAR RAIL MEASURED
 CP2771'ON LINE WITH STATION, AND 155.4 METERS (510 FEET) FROM STATION
 CP2771'IN 00 DEG 19 MIN W.
 CP2771'
 CP2771'DELTA SOUTHWEST BASE=P.B.M.107/3 (M.R.C.) IS 146.52 METERS
 CP2771'(480.7 FEET) FROM STATION N 876 DEG 03 IN W.
 CP2771
 CP2771                          STATION RECOVERY (1935)
 CP2771
 CP2771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2771'STATION LOST.  SURFACE MONUMENT LYING ON GROUND IN RAILROAD
 CP2771'S RIGHT-OF-WAY FENCE LINE, 300 FEET E OF DELTA SOUTHWEST
 CP2771'BASE.
 CP2771'
 CP2771'UNDERGROUND MONUMENT NOT RECOVERED.  LEVEE ON WHICH STATION
 CP2771'WAS LOCATED HAS BEEN MOVED APPROXIMATELY 100 FEET N.  STATION
 CP2771'SITE IS NOW 50 FEET SE OF CREST OF LEVEE AND ON RIVER SIDE.
 CP2771'GRADE AT FORMER STATION SITE IS APPROXIMATELY 10 FEET ABOVE
 CP2771'PRESENT GRADE.
 CP2771'
 CP2771'TWO REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CP2771'
 CP2771'REFERENCE MARK NO. 1 IS 30 FEET S OF CENTER LINE OF GRAVEL
 CP2771'ROAD INSTEAD OF W AS IN ORIGINAL DESCRIPTION.
 CP2771
 CP2771                          STATION RECOVERY (1962)
 CP2771
 CP2771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CP2771'STATION WAS NOT FOUND.  NEW LEVEE, MARK MAY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2772 ***********************************************************************
 CP2772  DESIGNATION -  MOUNDS SW BASE 1878
 CP2772  PID         -  CP2772
 CP2772  STATE/COUNTY-  LA/MADISON
 CP2772  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2772
 CP2772                         *CURRENT SURVEY CONTROL
 CP2772  ___________________________________________________________________
 CP2772* NAD 83(1992)-  32 19 07.09489(N)    090 56 11.39208(W)     ADJUSTED  
 CP2772* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 CP2772  ___________________________________________________________________
 CP2772  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CP2772  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP2772
 CP2772  HORZ ORDER  -  SECOND
 CP2772
 CP2772.The horizontal coordinates were established by classical geodetic methods
 CP2772.and adjusted by the National Geodetic Survey in May 1994..
 CP2772
 CP2772.The orthometric height was scaled from a topographic map.
 CP2772
 CP2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2772
 CP2772.The geoid height was determined by GEOID03.
 CP2772
 CP2772;                    North         East     Units Scale Factor Converg.
 CP2772;SPC LA N     -   202,705.316 1,147,212.953   MT  0.99993914   +0 49 35.8
 CP2772;SPC LA N     -   665,042.36  3,763,814.50   sFT  0.99993914   +0 49 35.8
 CP2772;SPC MS W     -   312,640.943   643,205.468   MT  0.99998976   -0 19 20.9
 CP2772;SPC MS W     - 1,025,722.83  2,110,249.94   sFT  0.99998976   -0 19 20.9
 CP2772;UTM  15      - 3,577,625.735   694,249.871   MT  1.00006533   +1 06 12.8
 CP2772
 CP2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2772!SPC LA N     -   1.00000009  x   0.99993914  =   0.99993923
 CP2772!SPC MS W     -   1.00000009  x   0.99998976  =   0.99998985
 CP2772!UTM  15      -   1.00000009  x   1.00006533  =   1.00006542
 CP2772
 CP2772                          SUPERSEDED SURVEY CONTROL
 CP2772
 CP2772  NAD 83(1992)-  32 19 07.10604(N)    090 56 11.38942(W) AD(       ) 2
 CP2772  NAD 83(1986)-  32 19 07.10699(N)    090 56 11.38828(W) AD(       ) 2
 CP2772  NAD 27      -  32 19 06.57800(N)    090 56 11.00000(W) AD(       ) 2
 CP2772
 CP2772.Superseded values are not recommended for survey control.
 CP2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2772.See file dsdata.txt to determine how the superseded data were derived.
 CP2772
 CP2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9425077626(NAD 83)
 CP2772_MARKER: B = BOLT
 CP2772_SETTING: 0 = UNSPECIFIED SETTING
 CP2772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2772
 CP2772  HISTORY     - Date     Condition        Report By
 CP2772  HISTORY     - 1878     MONUMENTED       CGS
 CP2772  HISTORY     - 1935     GOOD             CGS
 CP2772  HISTORY     - 1936     SEE DESCRIPTION  LAGS
 CP2772
 CP2772                          STATION DESCRIPTION
 CP2772
 CP2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (CH)
 CP2772'ON RIGHT BANK OF MISSISSIPPI RIVER, ABOUT 1/2 MILE SW OF
 CP2772'TOWN OF DELTA POINT, 390 METERS (1,280 FEET) BELOW GRANTS
 CP2772'CANAL, NEAR W END OF FIRST CURVE OF ILLINOIS CENTRAL RAILROAD,
 CP2772'10 METERS (33 FEET) S OF S RAIL, 7 METERS (23 FEET) E OF
 CP2772'A STOP SIGN ON S SIDE OF TRACKS, ON PROLONGATION OF NW-SE
 CP2772'TANGENT (SW EDGE OF ROADBED), AND ABOUT 135 METERS (410 FEET)
 CP2772'BACK OF LEVEE.
 CP2772'
 CP2772'MARKED BY LIMESTONE MONUMENT 14 INCHES SQUARE ON TOP, WITH
 CP2772'COPPER BOLT IN TOP AND INSCRIPTION U.S.C.S. 1878.
 CP2772'
 CP2772'STATION MOUNDS SOUTHEAST BASE IS DISTANT 146.52 METERS (480.7 FEET)
 CP2772'IS 76 DEG 03 MIN 45 SEE E.
 CP2772
 CP2772                          STATION RECOVERY (1935)
 CP2772
 CP2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2772'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CP2772
 CP2772                          STATION RECOVERY (1936)
 CP2772
 CP2772'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP2772'TWO SIDES OF MONUMENT HAVE BEEN CLIPPED, BUT NOT ENOUGH
 CP2772'TO DAMAGE TO ANY DEGREE.  MONUMENT LEANS SLIGHTLY TO THE S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2719 ***********************************************************************
 BK2719  DESIGNATION -  MOUTON
 BK2719  PID         -  BK2719
 BK2719  STATE/COUNTY-  LA/LAFAYETTE
 BK2719  USGS QUAD   -  CARENCRO (1983)
 BK2719
 BK2719                         *CURRENT SURVEY CONTROL
 BK2719  ___________________________________________________________________
 BK2719* NAD 83(1992)-  30 16 32.61966(N)    092 01 06.84851(W)     ADJUSTED  
 BK2719* NAVD 88     -        14.1  **(meters)      46.   **(feet)  VERTCON   
 BK2719  **This station is located in a subsidence area (see below).
 BK2719  ___________________________________________________________________
 BK2719  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2719  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2719
 BK2719  HORZ ORDER  -  FIRST
 BK2719
 BK2719.The horizontal coordinates were established by classical geodetic methods
 BK2719.and adjusted by the National Geodetic Survey in January 1993..
 BK2719
 BK2719 ** The orthometric height has not been validated since last determined
 BK2719 ** by differential leveling and should not be used for control purposes.
 BK2719 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2719 ** area with valid NAVD 88 orthometric heights.
 BK2719 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2719 ** epoch indicated which incorporates improved geoid heights for the
 BK2719 ** Southern Louisiana Subsidence area.
 BK2719 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2719
 BK2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2719
 BK2719.The geoid height was determined by GEOID03.
 BK2719
 BK2719;                    North         East     Units Scale Factor Converg.
 BK2719;SPC LA S     -   197,027.112   934,072.228   MT  0.99993721   -0 20 33.5
 BK2719;SPC LA S     -   646,413.12  3,064,535.30   sFT  0.99993721   -0 20 33.5
 BK2719;UTM  15      - 3,349,746.478   594,396.264   MT  0.99970993   +0 29 41.4
 BK2719
 BK2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2719!SPC LA S     -   1.00000209  x   0.99993721  =   0.99993930
 BK2719!UTM  15      -   1.00000209  x   0.99970993  =   0.99971202
 BK2719
 BK2719:                Primary Azimuth Mark                     Grid Az
 BK2719:SPC LA S     -  LAFAYETTE GOVT RADIO MAST                063 46 33.5
 BK2719:UTM  15      -  LAFAYETTE GOVT RADIO MAST                062 56 18.6
 BK2719
 BK2719|---------------------------------------------------------------------|
 BK2719| PID    Reference Object                     Distance      Geod. Az  |
 BK2719|                                                           dddmmss.s |
 BK2719| BJ5203 LAFAYETTE GOVT RADIO MAST           APPROX. 2.0 KM 0632600.0 |
 BK2719| BK2700 MOUTON 2                             17.668 METERS 11557     |
 BK2719| BK2718 MOUTON 1969 A                        10.165 METERS 13300     |
 BK2719| CW2122 MOUTON RM 1                          34.891 METERS 14233     |
 BK2719| BK2426 28 A 022                            APPROX. 1.8 KM 1721251.5 |
 BK2719| BK2750 LAFAYETTE POWER RIG MAST 2          APPROX. 9.3 KM 2221159.3 |
 BK2719| BK2701 LAFAYETTE POWER RIG MAST 1          APPROX. 0.6 KM 2901309.4 |
 BK2719| BK2721 28 A 023 LDH 1977                    30.201 METERS 35446     |
 BK2719| BK2720 28 A 023 LDH 1967                    30.186 METERS 35454     |
 BK2719|---------------------------------------------------------------------|
 BK2719
 BK2719                          SUPERSEDED SURVEY CONTROL
 BK2719
 BK2719  NAD 83(1986)-  30 16 32.63946(N)    092 01 06.84273(W) AD(       ) 1
 BK2719  NAD 27      -  30 16 31.92065(N)    092 01 06.41028(W) AD(       ) 1
 BK2719  NGVD 29 (07/19/86)   14.1    (m)           46.     (f) VERT ANG       
 BK2719
 BK2719.Superseded values are not recommended for survey control.
 BK2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2719.See file dsdata.txt to determine how the superseded data were derived.
 BK2719
 BK2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9439649746(NAD 83)
 BK2719_MARKER: DS = TRIANGULATION STATION DISK
 BK2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2719
 BK2719  HISTORY     - Date     Condition        Report By
 BK2719  HISTORY     - 1969     MONUMENTED       CGS
 BK2719  HISTORY     - 1970     GOOD             NGS
 BK2719  HISTORY     - 1973     GOOD             NGS
 BK2719  HISTORY     - 1977     GOOD             NGS
 BK2719  HISTORY     - 19910905 GOOD             USPSQD
 BK2719  HISTORY     - 19950318 GOOD             USPSQD
 BK2719
 BK2719                          STATION DESCRIPTION
 BK2719
 BK2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2719'THE STATION IS LOCATED 6-1/2 MILES WEST-NORTHWEST OF BREAUX BRIDGE,
 BK2719'4 MILES NORTHEAST OF LAFAYETTE, 3-1/2 MILES SOUTHEAST OF CARENCRO
 BK2719'AND ON THE EAST RIGHT-OF-WAY OF US HIGHWAY 167.
 BK2719'
 BK2719'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 167 AND
 BK2719'INTERSTATE HIGHWAY 10 AND THE AZIMUTH MARK AT THE NORTHEAST EDGE OF
 BK2719'LAFAYETTE, GO NORTH-NORTHWEST ON US HIGHWAY 167 FOR 1.15 MILE TO
 BK2719'THE STATION ON THE RIGHT.
 BK2719'
 BK2719'THE STATION MARK IS A STANDARD DISK, STAMPED MOUTON 1969, SET IN THE
 BK2719'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BK2719'THE SURFACE OF THE GROUND.  IT IS 112 FEET NORTHWEST OF A METAL
 BK2719'WITNESS POST WITH A SIGN ATTACHED, 100 FEET SOUTH OF A METAL
 BK2719'WITNESS POST WITH A SIGN ATTACHED, 80 FEET EAST-NORTHEAST OF THE
 BK2719'CENTERLINE OF US HIGHWAY 167 AND 31 FEET WEST-SOUTHWEST OF A FENCE.
 BK2719'
 BK2719'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOUTON NO 1 1969, SET
 BK2719'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK2719'2 INCHES.  IT IS 112 FEET EAST-NORTHEAST OF THE CENTERLINE OF US
 BK2719'HIGHWAY 167 NORTH-BOUND TRAFFIC LANES, 7 FEET NORTH-NORTHWEST OF A
 BK2719'CABLE POLE NUMBER 2, 5 FEET NORTH-NORTHWEST OF A FENCE CORNER
 BK2719'POST AND 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN
 BK2719'ATTACHED.
 BK2719'
 BK2719'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2719'STATION MARK DISK, STAMPED 28A023, SET IN THE TOP OF A 12-INCH
 BK2719'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 109
 BK2719'FEET EAST-NORTHEAST OF THE CENTERLINE OF US HIGHWAY 167 NORTH-BOUND
 BK2719'TRAFFIC LANES, 2 FEET WEST-NORTHWEST OF A FENCE AND 1.8 FOOT
 BK2719'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK2719'
 BK2719'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2719'STATION MARK DISK, STAMPED 28A022, CEMENTED IN A DRILL HOLE IN
 BK2719'CONCRETE BASE OF THE RAILING OF THE OVERPASS AT THE JUNCTION OF US
 BK2719'HIGHWAY 167 AND INTERSTATE HIGHWAY 10.  IT IS 14 FEET SOUTH OF THE
 BK2719'CENTERLINE OF THE WEST-BOUND TRAFFIC LANES OF INTERSTATE HIGHWAY
 BK2719'10, 11.5 FEET EAST OF THE WEST END OF THE RAILING OF THE OVERPASS
 BK2719'AND 10 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 BK2719'ATTACHED.
 BK2719'
 BK2719'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BK2719
 BK2719                          STATION RECOVERY (1970)
 BK2719
 BK2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RT)
 BK2719'THE STATION WAS VISITED AUG. 4, 1970 AND THE STATION MARK, AZIMUTH
 BK2719'MARK, AND RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
 BK2719'
 BK2719'THE STATION IS LOCATED 6.5 MILES WEST-NORTHWEST OF BREAUX BRIDGE AND
 BK2719'4 MILES NORTHEAST OF LAFAYETTE.  IT IS 112 FEET NORTHWEST OF A METAL
 BK2719'WITNESS POST AND SIGN, 100 FEET SOUTH OF A METAL WITNESS POST AND
 BK2719'SIGN, 80 FEET EAST-NORTHEAST OF THE CENTERLINE OF U. S. HIGHWAY
 BK2719'167, AND 31 FEET WEST-SOUTHWEST OF A FENCE.
 BK2719'
 BK2719'IT IS A STANDARD TRIANGULATION DISK, STAMPED MOUTON 1969, FLUSH WITH
 BK2719'THE GROUND.
 BK2719'
 BK2719'REFERENCE MARK NO. 1 IS 114.53 FEET SOUTHEAST OF THE STATION.  IT IS
 BK2719'112 FEET EAST-NORTHEAST OF THE CENTERLINE OF U. S. HIGHWAY 167
 BK2719'(NORTHBOUND LANE), 7 FEET NORTH-NORTHWEST OF A CABLE POLE NO. 2, 5
 BK2719'FEET NORTH-NORTHWEST OF A FENCE CORNER, AND 2 FEET SOUTH-SOUTHWEST
 BK2719'OF A METAL WITNESS POST AND SIGN.
 BK2719'
 BK2719'IT IS A STANDARD DISK, STAMPED MOUTON NO. 1 1969, PROJECTING 2
 BK2719'INCHES.
 BK2719'
 BK2719'REFERENCE MARK NO. 2 IS 99.00 FEET NORTH OF THE STATION.  IT IS 109
 BK2719'FEET EAST-NORTHEAST OF THE NORTHBOUND LANE OF U. S. HIGHWAY 167, 2
 BK2719'FEET WEST-NORTHWEST OF A FENCE, 1.8 FEET SOUTH-SOUTHWEST OF A METAL
 BK2719'WITNESS POST AND SIGN.  IT IS A STANDARD TRAVERSE DISK STAMPED
 BK2719'28A023, PROJECTING 4 INCHES.
 BK2719'
 BK2719'THE AZIMUTH MARK IS 0.34 MILE SOUTH-SOUTHEAST OF THE STATION.  IT IS
 BK2719'14 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND LANE OF INTERSTATE
 BK2719'HIGHWAY 10, 12 FEET EAST OF THE WEST END OF THE RAILING OF THE
 BK2719'OVERPASS AND 10 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND
 BK2719'SIGN.  IT IS A STANDARD TRAVERSE DISK, STAMPED 28A022, CEMENTED
 BK2719'IN A DRILL HOLE IN THE CONCRETE BASE OF THE RAILING OF THE
 BK2719'OVERPASS.
 BK2719'
 BK2719'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 167 AND
 BK2719'INTERSTATE 10 AND THE AZIMUTH MARK AT THE NORTHEAST EDGE OF
 BK2719'LAFAYETTE, GO NORTH-NORTHWEST ON U. S. HIGHWAY 167 FOR 1.15 MILES TO
 BK2719'THE STATION ON THE RIGHT.
 BK2719'
 BK2719'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK2719'
 BK2719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 BK2719'SOUTHEAST OF CARENCRO.
 BK2719
 BK2719                          STATION RECOVERY (1973)
 BK2719
 BK2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BK2719'THE STATION WAS VISITED 3/26/73 AND THE STATION MARK, AZIMUTH MARK
 BK2719'AND R. M. 1 AND R. M. 2 WERE FOUND IN GOOD CONDITION.  A NEW
 BK2719'DESCRIPTION FOLLOWS--
 BK2719'
 BK2719'THE STATION IS LOCATED 6.5 MILES NORTHWEST OF BREAUX BRIDGE AND 4
 BK2719'MILES NORTHEAST OF LAFAYETTE, IN THE NORTHWEST QUARTER OF SECTION
 BK2719'48, T9S, R4E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BK2719'HIGHWAYS.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2719'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 112 FEET NORTHWEST
 BK2719'OF A METAL WITNESS POST AND SIGN, 80 FEET EAST-NORTHEAST OF THE
 BK2719'CENTER OF THE NORTHBOUND LANE ON U. S. HIGHWAY 167, AND 31 FEET
 BK2719'WEST-SOUTHWEST OF A FENCE.
 BK2719'
 BK2719'IT IS A STANDARD TRIANGULATION DISK, STAMPED MOUTON 1969, PROJECTING
 BK2719'0 INCHES.
 BK2719'
 BK2719'REFERENCE MARK NO. 1 IS 114.45 FEET SOUTHEAST OF THE STATION.  IT IS
 BK2719'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK2719'2 INCHES, 112 FEET EAST-NORTHEAST OF THE CENTER OF THE NORTHBOUND
 BK2719'LANE ON U. S. HIGHWAY 167, 7 FEET NORTHEAST OF A POWER POLE, 5
 BK2719'FEET NORTH OF A FENCE CORNER, AND 2 FEET SOUTH-SOUTHWEST OF A
 BK2719'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK, STAMPED MOUTON
 BK2719'NO. 1 1969, PROJECTING 2 INCHES.
 BK2719'
 BK2719'REFERENCE MARK NO. 2 IS 99.04 FEET NORTH OF THE STATION.  IT IS SET
 BK2719'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, 109 FEET EAST OF
 BK2719'THE CENTER OF THE NORTHBOUND LANE ON U. S. HIGHWAY 167, 2 FEET WEST
 BK2719'OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS
 BK2719'A USC AND GS AND LOUISIANA DEPARTMENT OF HIGHWAYS DISK STAMPED
 BK2719'28A023, PROJECTING 4 INCHES.
 BK2719'
 BK2719'THE AZIMUTH MARK IS 1.1 MILES SOUTH OF THE STATION.  IT IS SET IN A
 BK2719'DRILL HOLE IN THE CURB OF THE OVERPASS ON THE WESTBOUND LANE ON
 BK2719'INTERSTATE 10, 11.5 FEET EAST OF THE WEST END OF THE SOUTH RAIL ON
 BK2719'THE OVERPASS, AND 10 FEET EAST NORTHEAST OF A METAL WITNESS POST
 BK2719'AND SIGN.  IT IS A USC AND GS AND LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2719'DISK, STAMPED 28A022, PROJECTING 0 INCHES.
 BK2719'
 BK2719'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 167 AND
 BK2719'INTERSTATE 10 AND THE AZIMUTH MARK AT THE EDGE OF LAFAYETTE, GO
 BK2719'NORTH-NORTHWEST ON U. S. HIGHWAY 167 FOR 1.15 MILES TO THE STATION
 BK2719'ON THE RIGHT SET IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 BK2719'MOUTON SWITCH ROAD AND U. S. HIGHWAY 167.
 BK2719
 BK2719                          STATION RECOVERY (1977)
 BK2719
 BK2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BK2719'THE STATION WAS VISITED 11-17-77 AND THE STATION MARK, REFERENCE
 BK2719'MARK NO. 1 28A023 (LDH) REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 BK2719'28A022 (LDH) WERE ALL FOUND IN GOOD CONDITION.  THE STATION WAS
 BK2719'REQUESTED MOVED AT THIS DATEDUE TO ROAD CONSTRUCTION.  THIS WAS
 BK2719'DONE BY ESTABLISHING A NEW STATION MOUTON 2 1977 17.664 METERS
 BK2719'SOUTHEAST OF THE STATION.  THE MARKS USED AS REFERENCE MARKS WERE
 BK2719'LEFT IN TACK AND USED FOR THE NEW STATION.  28A024 (LDH) CAN
 BK2719'BE USED AS THE AZIMUTH MARK FOR THE NEW STATION.  THE DISK FOR THE
 BK2719'STATION WAS RECLAIMED, THE UNDERGROUND MARK WILL BE UNDER THE
 BK2719'NEW FRONTAGE ROAD.  SEE DESCRIPTION FOR STATION MOUTON 2 1977.
 BK2719'
 BK2719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHEAST
 BK2719'OF LAFAYETTE.
 BK2719
 BK2719                          STATION RECOVERY (1991)
 BK2719
 BK2719'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2719'RECOVERED IN GOOD CONDITION.
 BK2719
 BK2719                          STATION RECOVERY (1995)
 BK2719
 BK2719'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2700 ***********************************************************************
 BK2700  DESIGNATION -  MOUTON 2
 BK2700  PID         -  BK2700
 BK2700  STATE/COUNTY-  LA/LAFAYETTE
 BK2700  USGS QUAD   -  CARENCRO (1983)
 BK2700
 BK2700                         *CURRENT SURVEY CONTROL
 BK2700  ___________________________________________________________________
 BK2700* NAD 83(1992)-  30 16 32.36865(N)    092 01 06.25408(W)     ADJUSTED  
 BK2700* NAVD 88     -        14.1  **(meters)      46.   **(feet)  VERTCON   
 BK2700  **This station is located in a subsidence area (see below).
 BK2700  ___________________________________________________________________
 BK2700  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2700  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2700
 BK2700  HORZ ORDER  -  SECOND
 BK2700
 BK2700.The horizontal coordinates were established by classical geodetic methods
 BK2700.and adjusted by the National Geodetic Survey in January 1993..
 BK2700
 BK2700 ** The orthometric height has not been validated since last determined
 BK2700 ** by differential leveling and should not be used for control purposes.
 BK2700 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2700 ** area with valid NAVD 88 orthometric heights.
 BK2700 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2700 ** epoch indicated which incorporates improved geoid heights for the
 BK2700 ** Southern Louisiana Subsidence area.
 BK2700 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2700
 BK2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2700
 BK2700.The geoid height was determined by GEOID03.
 BK2700
 BK2700;                    North         East     Units Scale Factor Converg.
 BK2700;SPC LA S     -   197,019.288   934,088.068   MT  0.99993720   -0 20 33.2
 BK2700;SPC LA S     -   646,387.45  3,064,587.27   sFT  0.99993720   -0 20 33.2
 BK2700;UTM  15      - 3,349,738.888   594,412.213   MT  0.99970997   +0 29 41.7
 BK2700
 BK2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2700!SPC LA S     -   1.00000209  x   0.99993720  =   0.99993929
 BK2700!UTM  15      -   1.00000209  x   0.99970997  =   0.99971206
 BK2700
 BK2700|---------------------------------------------------------------------|
 BK2700| PID    Reference Object                     Distance      Geod. Az  |
 BK2700|                                                           dddmmss.s |
 BK2700| CW2122 MOUTON RM 1                          20.671 METERS 16503     |
 BK2700| BK2426 28 A 022                            APPROX. 1.8 KM 1724050.4 |
 BK2700| BK2719 MOUTON                               17.668 METERS 29557     |
 BK2700| BK2721 28 A 023 LDH 1977                    42.153 METERS 33345     |
 BK2700|---------------------------------------------------------------------|
 BK2700
 BK2700                          SUPERSEDED SURVEY CONTROL
 BK2700
 BK2700  NAD 83(1986)-  30 16 32.38848(N)    092 01 06.24835(W) AD(       ) 2
 BK2700  NAD 27      -  30 16 31.66964(N)    092 01 05.81586(W) AD(       ) 2
 BK2700  NGVD 29 (07/19/86)   14.1    (m)           46.     (f) VERT ANG       
 BK2700
 BK2700.Superseded values are not recommended for survey control.
 BK2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2700.See file dsdata.txt to determine how the superseded data were derived.
 BK2700
 BK2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9441249739(NAD 83)
 BK2700_MARKER: DS = TRIANGULATION STATION DISK
 BK2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2700
 BK2700  HISTORY     - Date     Condition        Report By
 BK2700  HISTORY     - 1977     MONUMENTED       NGS
 BK2700  HISTORY     - 19950330 GOOD             USPSQD
 BK2700
 BK2700                          STATION DESCRIPTION
 BK2700
 BK2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BK2700'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF LAFAYETTE AND
 BK2700'1.15 MILE NORTH OF THE JUNCTION OF INTERSTATE HIGHWAYS I-49 AND
 BK2700'I-10, NEAR THE SOUTH SIDE OF THE TRADING POST AND BOOK STORE.  IT IS
 BK2700'119 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF INTERSTATE
 BK2700'I-49, 25 FEET WEST OF A FENCE LINE, 15 FEET SSE OF THE SOUTHWEST
 BK2700'CORNER OF THE TRADING POST AND BOOK STORE, 51 FEET EAST OF THE
 BK2700'CENTER OF THE FRONTAGE ROAD, AND 5 FEET EAST OF THE PROJECTED
 BK2700'PLANE OF THE WEST WALL OF THE TRADING POST.  IT IS A STANDARD DISK
 BK2700'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST STAMPED MOUTON
 BK2700'2 1977, FLUSH WITH THE GROUND.
 BK2700'
 BK2700'REFERENCE MARK NO. 1 IS 67.82 FEET SOUTH OF THE STATION.  IT IS 39
 BK2700'FEET EAST OF THE CENTER OF THE FRONTAGE ROAD, 3 FEET WEST OF A
 BK2700'FENCE, 7 FEET NORTH OF A POWER POLE, 8 FEET NNW OF A JUNCTION BOX
 BK2700'FOR A TELEPHONE LINE, 82 FEET SSE OF THE SW CORNER OF THE
 BK2700'TRADING POST AND BOOK STORE, 1 FOOT NORTH OF A METAL WITNESS POST
 BK2700'AND L FOOT SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BK2700'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, STAMPED MOUTON
 BK2700'NO 1 1969, FLUSH WITH THE GROUND.
 BK2700'
 BK2700'28A023 (LDH) REFERENCE MARK NO. 2 IS 138.28 FEET NNW OF THE STATION,
 BK2700'125 FEET NNW OF THE SOUTHWEST CORNER OF THE TRADING POST, 108 FEET
 BK2700'EAST OF THE CENTER OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY
 BK2700'I-49, 57 FEET WEST OF THE WEST WALL OF THE BOOK STORE AND TRADING
 BK2700'POST.  1 FOOT NORTH OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF
 BK2700'A METAL WITNESS POST.  IT IS A USC AND GS AND STATE SURVEY DISK
 BK2700'STAMPED 28A023, FLUSH WITH THE SURFACE OF THE GROUND.
 BK2700'
 BK2700'22A022 (LDH) USED AS THE AZIMUTH MARK IS A USC AND GS AND STATE
 BK2700'SURVEY DISK STAMPED 22A022 SET IN A DRILL HOLE IN THE CONCRETE
 BK2700'WALKWAY OF THE WEST BOUND LANE OF I-10 AT IT JUNCTION WITH
 BK2700'INTERSTATE I-49.  IT IS 14 FEET SOUTH OF THE CENTER OF THE WEST
 BK2700'BOUND LANE AND 11 FEET EAST OF THE WEST END OF THE RAILING OF THE
 BK2700'OVERPASS.
 BK2700'
 BK2700'22A024 (LDH) IS 0.7 MILE NORTH OF THE STATION AND 1.8 MILES NORTH
 BK2700'ALONG INTERSTATE I-49 FROM IT JUNCTION WITH I-10, 102 FEET WEST OF
 BK2700'THE CENTER OF THE SOUTHBOUND LANE, 2 FEET EAST OF THE RIGHT-OF-WAY
 BK2700'FENCE LINE, 1 FOR NORTH AND 1 FOOT SOUTH OF METAL WITNESS POSTS.
 BK2700'IT IS A USC AND GS AND STATE SURVEY DISK SET IN THE TOP OF A
 BK2700'12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED
 BK2700'22A024.
 BK2700'
 BK2700'NEAREST TOWN--LAFAYETTE.
 BK2700
 BK2700                          STATION RECOVERY (1995)
 BK2700
 BK2700'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0960 ***********************************************************************
 AT0960  DESIGNATION -  MOZAM
 AT0960  PID         -  AT0960
 AT0960  STATE/COUNTY-  LA/ST BERNARD
 AT0960  USGS QUAD   -  TRIUMPH (1993)
 AT0960
 AT0960                         *CURRENT SURVEY CONTROL
 AT0960  ___________________________________________________________________
 AT0960* NAD 83(1992)-  29 37 26.79298(N)    089 29 16.94806(W)     ADJUSTED  
 AT0960* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0960  ___________________________________________________________________
 AT0960  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AT0960  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AT0960
 AT0960  HORZ ORDER  -  SECOND
 AT0960
 AT0960.The horizontal coordinates were established by classical geodetic methods
 AT0960.and adjusted by the National Geodetic Survey in May 1994..
 AT0960
 AT0960.The orthometric height was scaled from a topographic map.
 AT0960
 AT0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0960
 AT0960.The geoid height was determined by GEOID03.
 AT0960
 AT0960;                    North         East     Units Scale Factor Converg.
 AT0960;SPC LA S     -   126,040.830 1,178,695.385   MT  0.99994722   +0 55 21.6
 AT0960;SPC LA S     -   413,518.96  3,867,103.11   sFT  0.99994722   +0 55 21.6
 AT0960;UTM  16      - 3,279,721.332   259,096.013   MT  1.00031613   -1 13 49.6
 AT0960
 AT0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0960!SPC LA S     -   1.00000392  x   0.99994722  =   0.99995114
 AT0960!UTM  16      -   1.00000392  x   1.00031613  =   1.00032005
 AT0960
 AT0960:                Primary Azimuth Mark                     Grid Az
 AT0960:SPC LA S     -  GARDNER POINT 2                          053 36 40.0
 AT0960:UTM  16      -  GARDNER POINT 2                          055 45 51.2
 AT0960
 AT0960|---------------------------------------------------------------------|
 AT0960| PID    Reference Object                     Distance      Geod. Az  |
 AT0960|                                                           dddmmss.s |
 AT0960| AT0968 GARDNER POINT 2                     APPROX. 5.8 KM 0543201.6 |
 AT0960| AT0958 POINT MOZAMBIQUE LIGHT              APPROX. 0.8 KM 1561230.2 |
 AT0960| DD7460 MOZAM RM 1                           12.665 METERS 19907     |
 AT0960| DD7461 MOZAM RM 2                           12.248 METERS 30047     |
 AT0960|---------------------------------------------------------------------|
 AT0960
 AT0960                          SUPERSEDED SURVEY CONTROL
 AT0960
 AT0960  NAD 83(1992)-  29 37 26.79357(N)    089 29 16.94771(W) AD(       ) 2
 AT0960  NAD 83(1986)-  29 37 26.80053(N)    089 29 16.95155(W) AD(       ) 2
 AT0960  NAD 27      -  29 37 26.04600(N)    089 29 16.75000(W) AD(       ) 2
 AT0960
 AT0960.Superseded values are not recommended for survey control.
 AT0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0960.See file dsdata.txt to determine how the superseded data were derived.
 AT0960
 AT0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5909679721(NAD 83)
 AT0960_MARKER: DS = TRIANGULATION STATION DISK
 AT0960_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0960_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0960
 AT0960  HISTORY     - Date     Condition        Report By
 AT0960  HISTORY     - 1934     MONUMENTED       CGS
 AT0960  HISTORY     - 1952     GOOD             CGS
 AT0960  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AT0960
 AT0960                          STATION DESCRIPTION
 AT0960
 AT0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0960'IN MARSH AND MANGROVE BUSHES ON THE WESTERN SIDE OF MOZAMBIQUE POINT
 AT0960'ABOUT 0.2 MILE NE
 AT0960'OF ITS EXTREME END, ABOUT HALF-WAY BETWEEN THE
 AT0960'POINT AND THE MOUTH OF BAYOU LAMER
 AT0960'(TERRE AUX BOEUFS), AND 75 METERS
 AT0960'(246 FEET) INSHORE AT THE N END OF A SMALL ISLAND
 AT0960'FORMED BY A SLOUGH.
 AT0960'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE AT
 AT0960'THE TOP OF A TILE.
 AT0960'REFERENCE MARK NO.  1 IS
 AT0960'A STANDARD BRONZE REFERENCE DISK SET
 AT0960'IN CONCRETE.
 AT0960'IS 12.665 METERS (41.55 FEET) FROM THE
 AT0960'STATION S 19 DEG 06 MIN W.
 AT0960'REFERENCE MARK NO.  2 IS A STANDARD BRONZE
 AT0960'REFERENCE DISK
 AT0960'SET IN CONCRETE. IS 12.248
 AT0960'METERS (40.18 FEET) FROM THE
 AT0960'STATION N 59 DEG 13 MIN W.
 AT0960'THE DISTANCE BETWEEN THE REFERENCE MARKS
 AT0960'IS 19.318 METERS
 AT0960'(63.38 FEET).
 AT0960
 AT0960                          STATION RECOVERY (1952)
 AT0960
 AT0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0960'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AT0960'FOLLOWS-
 AT0960'
 AT0960'STATION IS LOCATED IN MARSH ON MOZAMBIQUE POINT, BETWEEN LAKE FORTUNA
 AT0960'AND BLACK BAY,
 AT0960'APPROXIMATELY 900 FEET NE OF THE APPARENT SHORELINE.
 AT0960'
 AT0960'STATION MARK IS A STANDARD DISK, STAMPED MOZAM 1934, SET IN THE TOP
 AT0960'OF A 10-INCH
 AT0960'CONCRETE POST 2 INCHES BELOW THE GROUND.  SHORELINE IS
 AT0960'44 FEET FROM STATION S 19 DEG W
 AT0960'
 AT0960'R. M. 1 IS 3 FEET NE OF THE SHORELINE.  IT IS A STANDARD DISK,
 AT0960'STAMPED MOZAM 1934
 AT0960'NO 1, SET IN AN 8- BY 8-INCH CONCRETE MONUMENT
 AT0960'FLUSH WITH THE GROUND.  IT IS 12.665
 AT0960'METERS (41.55 FEET) FROM THE
 AT0960'STATION S 19 DEG 06 MIN W.
 AT0960'
 AT0960'R. M. 2 IS A STANDARD DISK, STAMPED MOZAM 1934 NO 2, SET IN AN 8- BY
 AT0960'8-INCH CONCRETE
 AT0960'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 12.248
 AT0960'METERS FROM THE STATION N 59 DEG 13 MIN W.
 AT0960'
 AT0960'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 19.318 METERS (63.38
 AT0960'FEET).
 AT0960'
 AT0960'ANGLE BETWEEN REFERENCE MARKS COULD NOT BE CHECKED.  TOWER LEG WAS ON
 AT0960'LINE WITH R.M. 2
 AT0960'
 AT0960'DISTANCES COULD BE CHECKED ONLY ROUGHLY.  STATION WAS UNDER VERY
 AT0960'MUDDY WATER.
 AT0960
 AT0960                          STATION RECOVERY (1955)
 AT0960
 AT0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0960'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE STATION IS NOW
 AT0960'15 FEET IN FROM
 AT0960'THE SHORE LINE, AND REFERENCE MARK NO.  1 HAS BEEN
 AT0960'LOST DUE TO EROSION.
 AT0960'
 AT0960'A NEW STATION, MOZAM 2 1955, WAS ESTABLISHED IN THE IMMEDIATE
 AT0960'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0959 ***********************************************************************
 AT0959  DESIGNATION -  MOZAM 2
 AT0959  PID         -  AT0959
 AT0959  STATE/COUNTY-  LA/ST BERNARD
 AT0959  USGS QUAD   -  TRIUMPH (1993)
 AT0959
 AT0959                         *CURRENT SURVEY CONTROL
 AT0959  ___________________________________________________________________
 AT0959* NAD 83(1992)-  29 37 27.71029(N)    089 29 16.98411(W)     ADJUSTED  
 AT0959* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0959  ___________________________________________________________________
 AT0959  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AT0959  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AT0959
 AT0959  HORZ ORDER  -  SECOND
 AT0959
 AT0959.The horizontal coordinates were established by classical geodetic methods
 AT0959.and adjusted by the National Geodetic Survey in May 1994..
 AT0959
 AT0959.The orthometric height was scaled from a topographic map.
 AT0959
 AT0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0959
 AT0959.The geoid height was determined by GEOID03.
 AT0959
 AT0959;                    North         East     Units Scale Factor Converg.
 AT0959;SPC LA S     -   126,069.054 1,178,693.960   MT  0.99994719   +0 55 21.6
 AT0959;SPC LA S     -   413,611.55  3,867,098.43   sFT  0.99994719   +0 55 21.6
 AT0959;UTM  16      - 3,279,749.599   259,095.650   MT  1.00031613   -1 13 49.7
 AT0959
 AT0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0959!SPC LA S     -   1.00000392  x   0.99994719  =   0.99995111
 AT0959!UTM  16      -   1.00000392  x   1.00031613  =   1.00032005
 AT0959
 AT0959|---------------------------------------------------------------------|
 AT0959| PID    Reference Object                     Distance      Geod. Az  |
 AT0959|                                                           dddmmss.s |
 AT0959| DD7462 MOZAM 2 RM 3                         14.020 METERS 02357     |
 AT0959| AT0964 FIDDLER 3                           APPROX. 8.1 KM 0425559.1 |
 AT0959| DD7463 MOZAM 2 RM 4                         16.387 METERS 11827     |
 AT0959| AT0960 MOZAM                                28.261 METERS 17802     |
 AT0959|---------------------------------------------------------------------|
 AT0959
 AT0959                          SUPERSEDED SURVEY CONTROL
 AT0959
 AT0959  NAD 83(1992)-  29 37 27.71088(N)    089 29 16.98376(W) AD(       ) 2
 AT0959  NAD 83(1986)-  29 37 27.71820(N)    089 29 16.98760(W) AD(       ) 2
 AT0959  NAD 27      -  29 37 26.96300(N)    089 29 16.78600(W) AD(       ) 2
 AT0959
 AT0959.Superseded values are not recommended for survey control.
 AT0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0959.See file dsdata.txt to determine how the superseded data were derived.
 AT0959
 AT0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5909679750(NAD 83)
 AT0959_MARKER: DS = TRIANGULATION STATION DISK
 AT0959_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0959_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0959
 AT0959  HISTORY     - Date     Condition        Report By
 AT0959  HISTORY     - 1955     MONUMENTED       CGS
 AT0959  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT0959  HISTORY     - 1969     GOOD             CGS
 AT0959
 AT0959                          STATION DESCRIPTION
 AT0959
 AT0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0959'THE STATION, ABOUT 21 MILES SOUTHEAST OF DELACROIX, IS LOCATED IN THE
 AT0959'MARSH ON MOZAMBIQUE POINT,
 AT0959'BETWEEN LAKE FORTUNA AND BLACK BAY, APPROXIMATELY
 AT0959'0.3 MILE NORTHWEST OF THE NAVIGATION
 AT0959'LIGHT, ABOUT 0.2 MILE EAST OF A
 AT0959'SMALL BAY IN THE SOUTHERN SHORELINE, AND ABOUT 150 YARD
 AT0959'NORTHWEST OF THE
 AT0959'SOUTHEAST END OF THE POINT.
 AT0959'
 AT0959'THE MARK, A STANDARD DISK SET IN THE TOP OF A 4-INCH ORANGEBURG SEWER
 AT0959'PIPE FILLED WITH
 AT0959'CONCRETE, IS 390 FEET WEST OF THE MOST EASTERLY SHORELINE
 AT0959'AND 98 FEET NORTH OF THE SOUTH
 AT0959'SHORELINE.  THE MARK PROJECTS 14
 AT0959'INCHES AND THE DISK IS STAMPED MOZAM 2 1955.
 AT0959'
 AT0959'REFERENCE MARK NO. 3, NORTH OF THE STATION, IS A STANDARD DISK SET IN
 AT0959'THE TOP OF A 4-INCH
 AT0959'ORANGEBURG SEWER PIPE FILLED WITH CONCRETE WHICH IS 150
 AT0959'FEET NORTH OF THE SOUTH
 AT0959'SHORELINE.  THE MARK PROJECTS 16 INCHES AND
 AT0959'THE DISK IS STAMPED MOZAM 2 NO 3 1955.
 AT0959'
 AT0959'REFERENCE MARK NO. 4, SOUTHEAST OF THE STATION, IS A STANDARD DISK
 AT0959'SET IN THE TOP OF A 4-INCH
 AT0959'ORANGEBURG SEWER PIPE FILLED WITH CONCRETE WHICH IS
 AT0959'96 FEET NORTH OF THE SOUTH
 AT0959'SHORELINE.  THE MARK PROJECTS 18 INCHES
 AT0959'AND THE DISK IS STAMPED MOZAM 2 NO 4 1955.
 AT0959'
 AT0959'THERE WAS NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
 AT0959'
 AT0959'THE OLD STAND AT MOZAM 1934 WAS STILL STANDING AND IN FAIR CONDITION,
 AT0959'BUT THE SHORELINE SOUTH OF
 AT0959'THE STATION HAD ERODED TO WITHIN ABOUT 5 FEET OF
 AT0959'IT.
 AT0959'
 AT0959'THE STATION AND ALL MARKS ARE AT MEAN HIGH WATER.
 AT0959'
 AT0959'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 AT0959
 AT0959                          STATION RECOVERY (1966)
 AT0959
 AT0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0959'THE STATION AND REFERENCE MARK 4 WERE FOUND BROKEN OFF, ONLY THE
 AT0959'LOWER PORTION OF
 AT0959'THE CONCRETE REMAINS.  REFERENCE MARK NO.  3 WAS
 AT0959'FOUND IN GOOD CONDITION, AND WAS
 AT0959'USED AS A REFERENCE MARK FOR MOZAM
 AT0959'3, WHICH WAS ESTABLISHED AT THIS TIME.
 AT0959
 AT0959                          STATION RECOVERY (1969)
 AT0959
 AT0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0959'THIS STATION WAS RECOVERED BY HELICOPTER AFTER HURRICANE CAMILLE.
 AT0959'THE 1ST SECTION OF THE ROD WAS OUT OF ORANGEBURG PIPE.  RM 3 AT THE
 AT0959'WATERS EDGE, RM 5, AND AZIMUTH REMAIN IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0961 ***********************************************************************
 AT0961  DESIGNATION -  MOZAM 3
 AT0961  PID         -  AT0961
 AT0961  STATE/COUNTY-  LA/ST BERNARD
 AT0961  USGS QUAD   -  TRIUMPH (1993)
 AT0961
 AT0961                         *CURRENT SURVEY CONTROL
 AT0961  ___________________________________________________________________
 AT0961* NAD 83(1992)-  29 37 29.07955(N)    089 29 14.76474(W)     ADJUSTED  
 AT0961* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 AT0961  ___________________________________________________________________
 AT0961  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AT0961  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AT0961
 AT0961  HORZ ORDER  -  THIRD
 AT0961
 AT0961.The horizontal coordinates were established by classical geodetic methods
 AT0961.and adjusted by the National Geodetic Survey in May 1994..
 AT0961
 AT0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0961
 AT0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0961
 AT0961.The geoid height was determined by GEOID03.
 AT0961
 AT0961;                    North         East     Units Scale Factor Converg.
 AT0961;SPC LA S     -   126,112.168 1,178,752.976   MT  0.99994715   +0 55 22.7
 AT0961;SPC LA S     -   413,753.00  3,867,292.06   sFT  0.99994715   +0 55 22.7
 AT0961;UTM  16      - 3,279,790.481   259,156.266   MT  1.00031577   -1 13 48.6
 AT0961
 AT0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0961!SPC LA S     -   1.00000354  x   0.99994715  =   0.99995069
 AT0961!UTM  16      -   1.00000354  x   1.00031577  =   1.00031931
 AT0961
 AT0961|---------------------------------------------------------------------|
 AT0961| PID    Reference Object                     Distance      Geod. Az  |
 AT0961|                                                           dddmmss.s |
 AT0961| DD7462 MOZAM 2 RM 3                         61.472 METERS 24128     |
 AT0961| AT0976 MOZAM 3 AZ MK                       APPROX. 0.8 KM 3170528.0 |
 AT0961| DD7464 MOZAM 3 RM 5                         14.767 METERS 33626     |
 AT0961|---------------------------------------------------------------------|
 AT0961
 AT0961                          SUPERSEDED SURVEY CONTROL
 AT0961
 AT0961  NAD 83(1992)-  29 37 29.08039(N)    089 29 14.76389(W) AD(       ) 3
 AT0961  NAD 83(1986)-  29 37 29.08714(N)    089 29 14.76803(W) AD(       ) 3
 AT0961  NAD 27      -  29 37 28.33300(N)    089 29 14.56700(W) AD(       ) 3
 AT0961  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 AT0961
 AT0961.Superseded values are not recommended for survey control.
 AT0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0961.See file dsdata.txt to determine how the superseded data were derived.
 AT0961
 AT0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5915679790(NAD 83)
 AT0961_MARKER: DS = TRIANGULATION STATION DISK
 AT0961_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0961+WITH SETTING: INFORMATION.
 AT0961_SP_SET: PREFABRICATED CONCRETE POST
 AT0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0961
 AT0961  HISTORY     - Date     Condition        Report By
 AT0961  HISTORY     - 1966     MONUMENTED       CGS
 AT0961  HISTORY     - 1970     GOOD             NGS
 AT0961
 AT0961                          STATION DESCRIPTION
 AT0961
 AT0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0961'THE STATION IS LOCATED ON MOZAMBIQUE POINT BETWEEN LAKE FORTUNA AND
 AT0961'BLACK BAY.
 AT0961'
 AT0961'THE STATION IS A STANDARD DISK STAMPED MOZAM 3 1966, CRIMPED TO THE
 AT0961'TOP OF A 5/8 INCH
 AT0961'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT0961'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT0961'PROJECTS 26 INCHES.  IT IS 223 FEET
 AT0961'NORTH-NORTHWEST OF THE SOUTH SHORELINE, AND 160 FEET
 AT0961'WEST-SOUTHWEST
 AT0961'OF THE EAST SHORELINE.
 AT0961'
 AT0961'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MOZAM 2 NO 3 1955,
 AT0961'SET IN CONCRETE IN
 AT0961'THE TOP OF A 5 INCH ORANGEBURG PIPE WHICH PROJECTS
 AT0961'16 INCHES.  IT IS 271 FEET
 AT0961'NORTH-NORTHWEST OF THE SOUTH SHORELINE,
 AT0961'AND 66 FEET EAST-NORTHEAST OF THE WEST
 AT0961'SHORELINE.
 AT0961'
 AT0961'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED MOZAM 3 NO 5 1966,
 AT0961'CRIMPED TO THE TOP
 AT0961'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0961'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT0961'PIPE WHICH PROJECTS 27 INCHES.
 AT0961'IT IS 271 FEET NORTH-NORTHWEST OF THE SOUTH SHORELINE,
 AT0961'AND 168 FEET
 AT0961'WEST-SOUTHWEST OF THE EAST SHORELINE.
 AT0961'
 AT0961'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOZAM 3 1966, CRIMPED TO
 AT0961'THE TOP OF A 5/8
 AT0961'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT0961'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT0961'WHICH PROJECTS 28 INCHES.  IT IS
 AT0961'1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND 100 FEET
 AT0961'NORTHEAST OF THE
 AT0961'WEST SHORELINE.  IT IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE
 AT0961'STATION ALONG THE WEST
 AT0961'SHORE OF THE LAND.
 AT0961'
 AT0961'NOTE- THIS STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT0961'
 AT0961'HEIGHT OF LIGHT ABOVE STATION MARK 10.06 METERS.
 AT0961
 AT0961                          STATION RECOVERY (1970)
 AT0961
 AT0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0961'STATION WAS VISITED 3-24-70 AND REFERENCE MARKS 3 AND 5, AND THE
 AT0961'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK
 AT0961'HAD BEEN REMOVED FROM THE ORANGEBURG PIPE.  THE STATION MARK WAS
 AT0961'REESTABLISHED BY DISTANCE AND ANGLE MEASUREMENTS TO THE REFERENCE
 AT0961'MARKS.  A POSITION WAS DETERMINED FOR THE AZIMUTH MARK BY DIST O
 AT0961'MAT MEASUREMENT AT THIS TIME AND USEING THE 1966 AZIMUTH.
 AT0961'REFERENCE MARKS 6 AND 7 WERE ESTABLISHED AT THE AZIMUTH MARK AT THIS
 AT0961'TIME.
 AT0961'
 AT0961'THE STATION IS LOCATED ABOUT 21 MILES EAST-SOUTHEAST OF DELACROIX AND
 AT0961'20 MILES SOUTHEAST OF SHELL BEACH ON MOZAMBIQUE POINT BETWEEN LAKE
 AT0961'FORTUNA AND BLACK BAY.  IT IS 220 FEET NORTH-NORTHWEST OF THE SOUTH
 AT0961'SHORELINE, 35 FEET WEST-SOUTHWEST OF THE EAST SHORELINE AT ITS
 AT0961'CLOSEST POINT AND 3 FEET NORTHEAST OF A METAL WITNESS POST.  IT IS A
 AT0961'C AND GS TRIANGULATION STATION DISK, STAMPED MOZAM 3 1966 1970,
 AT0961'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT0961'LONG AND ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 26
 AT0961'INCHES.
 AT0961'
 AT0961'REFERENCE MARK NO. 3 IS 201.68 FEET SOUTHWEST OF THE STATION.  IT IS
 AT0961'ABOUT 150 FEET WEST OF THE EAST POINT OF LAND AND 20 FEET NORTH OF
 AT0961'THE SOUTH SHORELINE.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 AT0961'MOZAM 2 NO 3 1955, SET IN THE TOP OF A CONCRETE FILLED, 5-INCH,
 AT0961'ORANGEBURG PIPE WHICH PROJECTS 16 INCHES.
 AT0961'
 AT0961'REFERENCE MARK NO. 5 IS 48.45 FEET NORTHWEST OF THE STATION.  IT IS
 AT0961'270 FEET NORTH OF THE SOUTH SHORELINE AND 60 FEET WEST OF THE EAST
 AT0961'SHORELINE.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED MOZAM 3
 AT0961'NO 5 1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD
 AT0961'24 FEET LONG AND ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 AT0961'PROJECTS 27 INCHES.
 AT0961'
 AT0961'THE AZIMUTH MARK IS 815.220 METERS NORTHWEST OF THE STATION.  IT IS
 AT0961'ABOUT 100 PACES SOUTHWEST OF A SMALL COVE, 95 FEET NORTHEAST OF THE
 AT0961'SOUTHWEST SHORELINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT
 AT0961'IS A C AND GS AZIMUTH MARK DISK, STAMPED MOZAM 3 1966, CRIMPED TO
 AT0961'THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG AND
 AT0961'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT0961'
 AT0961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20 MILES SE
 AT0961'OF SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0976 ***********************************************************************
 AT0976  DESIGNATION -  MOZAM 3 AZ MK
 AT0976  PID         -  AT0976
 AT0976  STATE/COUNTY-  LA/ST BERNARD
 AT0976  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0976
 AT0976                         *CURRENT SURVEY CONTROL
 AT0976  ___________________________________________________________________
 AT0976* NAD 83(1992)-  29 37 48.47134(N)    089 29 35.39742(W)     ADJUSTED  
 AT0976* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AT0976  ___________________________________________________________________
 AT0976  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AT0976  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AT0976
 AT0976  HORZ ORDER  -  THIRD
 AT0976
 AT0976.The horizontal coordinates were established by classical geodetic methods
 AT0976.and adjusted by the National Geodetic Survey in May 1994..
 AT0976
 AT0976.The orthometric height was scaled from a topographic map.
 AT0976
 AT0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0976
 AT0976.The geoid height was determined by GEOID03.
 AT0976
 AT0976;                    North         East     Units Scale Factor Converg.
 AT0976;SPC LA S     -   126,700.218 1,178,188.429   MT  0.99994654   +0 55 12.4
 AT0976;SPC LA S     -   415,682.30  3,865,439.87   sFT  0.99994654   +0 55 12.4
 AT0976;UTM  16      - 3,280,399.552   258,614.011   MT  1.00031900   -1 13 59.6
 AT0976
 AT0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0976!SPC LA S     -   1.00000361  x   0.99994654  =   0.99995015
 AT0976!UTM  16      -   1.00000361  x   1.00031900  =   1.00032261
 AT0976
 AT0976|---------------------------------------------------------------------|
 AT0976| PID    Reference Object                     Distance      Geod. Az  |
 AT0976|                                                           dddmmss.s |
 AT0976| DD7466 MOZAM 3 AZ MK RM 7                   17.390 METERS 04629     |
 AT0976| AT0961 MOZAM 3                             APPROX. 0.8 KM 1370517.8 |
 AT0976| DD7465 MOZAM 3 AZ MK RM 6                   17.463 METERS 33322     |
 AT0976|---------------------------------------------------------------------|
 AT0976
 AT0976                          SUPERSEDED SURVEY CONTROL
 AT0976
 AT0976  NAD 83(1992)-  29 37 48.47217(N)    089 29 35.39658(W) AD(       ) 3
 AT0976  NAD 83(1986)-  29 37 48.47900(N)    089 29 35.40064(W) AD(       ) 3
 AT0976  NAD 27      -  29 37 47.72511(N)    089 29 35.19952(W) AD(       ) 3
 AT0976
 AT0976.Superseded values are not recommended for survey control.
 AT0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0976.See file dsdata.txt to determine how the superseded data were derived.
 AT0976
 AT0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5861480400(NAD 83)
 AT0976_MARKER: DZ = AZIMUTH MARK DISK
 AT0976_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0976+WITH SETTING: INFORMATION.
 AT0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0976
 AT0976  HISTORY     - Date     Condition        Report By
 AT0976  HISTORY     - 1970     MONUMENTED       NGS
 AT0976
 AT0976                          STATION DESCRIPTION
 AT0976
 AT0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0976'A POSITION WAS DETERMINED FOR THE
 AT0976'AZIMUTH MARK BY DIST 0 MAT MEASUREMENT AT THIS TIME AND USING THE
 AT0976'1966 AZIMUTH.  REFERENCE MARKS 6 AND 7 WERE ESTABLISHED AT THE
 AT0976'AZIMUTH MARK AT THIS TIME AS STATION MOZAM 3 1966 IS IN DANGER OF
 AT0976'BEING LOST DUE TO EROSION.
 AT0976'
 AT0976'STATION IS LOCATED ABOUT 21 MILES EAST-SOUTHEAST OF DELACROIX AND 20
 AT0976'MILES SOUTHEAST OF SHELL BEACH, BETWEEN LAKE FORTUNA AND BLACK BAY,
 AT0976'AND 1/2 MILE NORTHWEST OF MOZAMBIQUE POINT.  IT IS ABOUT 300 FEET
 AT0976'SOUTHWEST OF A SMALL COVE, 95 FEET NORTHEAST OF THE WEST SHORELINE
 AT0976'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A C AND GS
 AT0976'AZIMUTH MARK DISK, STAMPED MOZAM 3 1966, CRIMPED TO THE TOP OF A
 AT0976'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG AND ENCASED IN A 4
 AT0976'INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AT0976'
 AT0976'REFERENCE MARK NO. 6 IS 57.29 FEET NORTH-NORTHWEST OF THE AZIMUTH
 AT0976'MARK.  IT IS ABOUT 100 PACES SOUTHWEST OF THE SMALL COVE AND 56 FEET
 AT0976'NORTH-NORTHWEST OF THE METAL WITNESS POST.  IT IS A C AND GS
 AT0976'REFERENCE MARK DISK, STAMPED MOZAM 3 AZ 1966 1970, CRIMPED TO THE TOP
 AT0976'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND ENCASED
 AT0976'IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 26 INCHES.
 AT0976'
 AT0976'REFERENCE MARK NO. 7 IS 57.05 FEET NORTHEAST OF THE AZIMUTH MARK.  IT
 AT0976'IS ABOUT 85 PACES SOUTH OF THE SMALL COVE AND 56 FEET NORTHEAST OF
 AT0976'THE METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 AT0976'STAMPED MOZAM 3 AZ 1966 NO 7 1970, CRIMPED TO THE TOP OF A 5/8 INCH
 AT0976'COPPER WELD GROUND ROD 24 FEET LONG AND ENCASED IN A 4 INCH
 AT0976'ORANGEBURG PIPE WHICH PROJECTS 28 INCHES.
 AT0976'
 AT0976'NOTE--STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2130 ***********************************************************************
 CP2130  DESIGNATION -  MP 460
 CP2130  PID         -  CP2130
 CP2130  STATE/COUNTY-  LA/MOREHOUSE
 CP2130  USGS QUAD   -  BONITA (1988)
 CP2130
 CP2130                         *CURRENT SURVEY CONTROL
 CP2130  ___________________________________________________________________
 CP2130* NAD 83(1986)-  32 55 44.     (N)    091 40 03.     (W)     SCALED    
 CP2130* NAVD 88     -        34.67   (+/-2cm)     113.7    (feet)  VERTCON   
 CP2130  ___________________________________________________________________
 CP2130  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP2130
 CP2130  VERT ORDER  -  ? (See Below)
 CP2130
 CP2130.The horizontal coordinates were scaled from a topographic map and have
 CP2130.an estimated accuracy of +/- 6 seconds.
 CP2130
 CP2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2130.The vertical order pertains to the NGVD 29 superseded value.
 CP2130
 CP2130.The geoid height was determined by GEOID03.
 CP2130
 CP2130;                    North         East    Units  Estimated Accuracy
 CP2130;SPC LA N     -   269,620.    1,077,870.      MT  (+/- 180 meters Scaled)
 CP2130
 CP2130                          SUPERSEDED SURVEY CONTROL
 CP2130
 CP2130  NGVD 29 (??/??/92)   34.757  (m)          114.03   (f) ADJ UNCH    ?  
 CP2130
 CP2130.Superseded values are not recommended for survey control.
 CP2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2130.See file dsdata.txt to determine how the superseded data were derived.
 CP2130
 CP2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS245441(NAD 83)
 CP2130_MARKER: B = BOLT
 CP2130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2130_SP_SET: MILEPOST
 CP2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2130
 CP2130  HISTORY     - Date     Condition        Report By
 CP2130  HISTORY     - UNK      MONUMENTED       MPRR
 CP2130  HISTORY     - 1934     GOOD             DOD
 CP2130  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2130
 CP2130                          STATION DESCRIPTION
 CP2130
 CP2130'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2130'0.8 MI NE FROM BONITA.
 CP2130'ABOUT 0.8 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CP2130'BONITA, MOREHOUSE PARISH.  AND IN THE TOP OF CONCRETE MILEPOST 460.
 CP2130
 CP2130                          STATION RECOVERY (1982)
 CP2130
 CP2130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2137 ***********************************************************************
 CP2137  DESIGNATION -  MP 465
 CP2137  PID         -  CP2137
 CP2137  STATE/COUNTY-  LA/MOREHOUSE
 CP2137  USGS QUAD   -  BONITA (1988)
 CP2137
 CP2137                         *CURRENT SURVEY CONTROL
 CP2137  ___________________________________________________________________
 CP2137* NAD 83(1986)-  32 52 45.     (N)    091 43 44.     (W)     SCALED    
 CP2137* NAVD 88     -        35.25   (+/-2cm)     115.6    (feet)  VERTCON   
 CP2137  ___________________________________________________________________
 CP2137  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP2137
 CP2137  VERT ORDER  -  ? (See Below)
 CP2137
 CP2137.The horizontal coordinates were scaled from a topographic map and have
 CP2137.an estimated accuracy of +/- 6 seconds.
 CP2137
 CP2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2137.The vertical order pertains to the NGVD 29 superseded value.
 CP2137
 CP2137.The geoid height was determined by GEOID03.
 CP2137
 CP2137;                    North         East    Units  Estimated Accuracy
 CP2137;SPC LA N     -   264,060.    1,072,160.      MT  (+/- 180 meters Scaled)
 CP2137
 CP2137                          SUPERSEDED SURVEY CONTROL
 CP2137
 CP2137  NGVD 29 (??/??/92)   35.334  (m)          115.92   (f) ADJ UNCH    ?  
 CP2137
 CP2137.Superseded values are not recommended for survey control.
 CP2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2137.See file dsdata.txt to determine how the superseded data were derived.
 CP2137
 CP2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS189386(NAD 83)
 CP2137_MARKER: B = BOLT
 CP2137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2137_SP_SET: MILEPOST
 CP2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2137
 CP2137  HISTORY     - Date     Condition        Report By
 CP2137  HISTORY     - UNK      MONUMENTED       MPRR
 CP2137  HISTORY     - 1934     GOOD             DOD
 CP2137  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2137
 CP2137                          STATION DESCRIPTION
 CP2137
 CP2137'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2137'2.2 MI NE FROM GALION.
 CP2137'ABOUT 2.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CP2137'GALION, MOREHOUSE PARISH, AND IN THE TOP OF CONCRETE MILEPOST 465.
 CP2137
 CP2137                          STATION RECOVERY (1982)
 CP2137
 CP2137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2148 ***********************************************************************
 CP2148  DESIGNATION -  MP 475
 CP2148  PID         -  CP2148
 CP2148  STATE/COUNTY-  LA/MOREHOUSE
 CP2148  USGS QUAD   -  MER ROUGE (1988)
 CP2148
 CP2148                         *CURRENT SURVEY CONTROL
 CP2148  ___________________________________________________________________
 CP2148* NAD 83(1986)-  32 45 30.     (N)    091 48 29.     (W)     SCALED    
 CP2148* NAVD 88     -        32.16   (+/-2cm)     105.5    (feet)  VERTCON   
 CP2148  ___________________________________________________________________
 CP2148  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP2148
 CP2148  VERT ORDER  -  ? (See Below)
 CP2148
 CP2148.The horizontal coordinates were scaled from a topographic map and have
 CP2148.an estimated accuracy of +/- 6 seconds.
 CP2148
 CP2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2148.The vertical order pertains to the NGVD 29 superseded value.
 CP2148
 CP2148.The geoid height was determined by GEOID03.
 CP2148
 CP2148;                    North         East    Units  Estimated Accuracy
 CP2148;SPC LA N     -   250,610.    1,064,840.      MT  (+/- 180 meters Scaled)
 CP2148
 CP2148                          SUPERSEDED SURVEY CONTROL
 CP2148
 CP2148  NGVD 29 (??/??/92)   32.227  (m)          105.73   (f) ADJ UNCH    ?  
 CP2148
 CP2148.Superseded values are not recommended for survey control.
 CP2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2148.See file dsdata.txt to determine how the superseded data were derived.
 CP2148
 CP2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS116251(NAD 83)
 CP2148_MARKER: B = BOLT
 CP2148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2148_SP_SET: MILEPOST
 CP2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2148
 CP2148  HISTORY     - Date     Condition        Report By
 CP2148  HISTORY     - UNK      MONUMENTED       MPRR
 CP2148  HISTORY     - 1934     GOOD             DOD
 CP2148
 CP2148                          STATION DESCRIPTION
 CP2148
 CP2148'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2148'2 MI SW FROM MER ROUGE.
 CP2148'ABOUT 2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM MER
 CP2148'ROUGE, MOREHOUSE PARISH, AND IN THE TOP OF CONCRETE MILEPOST 475.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2152 ***********************************************************************
 CP2152  DESIGNATION -  MP 480
 CP2152  PID         -  CP2152
 CP2152  STATE/COUNTY-  LA/MOREHOUSE
 CP2152  USGS QUAD   -  COLLINSTON EAST (1982)
 CP2152
 CP2152                         *CURRENT SURVEY CONTROL
 CP2152  ___________________________________________________________________
 CP2152* NAD 83(1986)-  32 42 18.     (N)    091 51 43.     (W)     SCALED    
 CP2152* NAVD 88     -        32.54   (+/-2cm)     106.8    (feet)  VERTCON   
 CP2152  ___________________________________________________________________
 CP2152  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP2152
 CP2152  VERT ORDER  -  ? (See Below)
 CP2152
 CP2152.The horizontal coordinates were scaled from a topographic map and have
 CP2152.an estimated accuracy of +/- 6 seconds.
 CP2152
 CP2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2152.The vertical order pertains to the NGVD 29 superseded value.
 CP2152
 CP2152.The geoid height was determined by GEOID03.
 CP2152
 CP2152;                    North         East    Units  Estimated Accuracy
 CP2152;SPC LA N     -   244,660.    1,059,830.      MT  (+/- 180 meters Scaled)
 CP2152
 CP2152                          SUPERSEDED SURVEY CONTROL
 CP2152
 CP2152  NGVD 29 (??/??/92)   32.601  (m)          106.96   (f) ADJ UNCH    ?  
 CP2152
 CP2152.Superseded values are not recommended for survey control.
 CP2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2152.See file dsdata.txt to determine how the superseded data were derived.
 CP2152
 CP2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS066191(NAD 83)
 CP2152_MARKER: B = BOLT
 CP2152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2152_SP_SET: MILEPOST
 CP2152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2152
 CP2152  HISTORY     - Date     Condition        Report By
 CP2152  HISTORY     - UNK      MONUMENTED       MPRR
 CP2152  HISTORY     - 1934     GOOD             DOD
 CP2152
 CP2152                          STATION DESCRIPTION
 CP2152
 CP2152'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2152'1.1 MI NE FROM COLLINSTON.
 CP2152'ABOUT 1.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CP2152'COLLINSTON.  MOREHOUSE PARISH, AND IN THE TOP OF CONCRETE MILEPOST
 CP2152'480.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2166 ***********************************************************************
 CP2166  DESIGNATION -  MP 490
 CP2166  PID         -  CP2166
 CP2166  STATE/COUNTY-  LA/OUACHITA
 CP2166  USGS QUAD   -  SWARTZ (1994)
 CP2166
 CP2166                         *CURRENT SURVEY CONTROL
 CP2166  ___________________________________________________________________
 CP2166* NAD 83(1986)-  32 35 26.     (N)    091 57 59.     (W)     SCALED    
 CP2166* NAVD 88     -        28.64   (+/-2cm)      94.0    (feet)  VERTCON   
 CP2166  ___________________________________________________________________
 CP2166  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CP2166
 CP2166  VERT ORDER  -  ? (See Below)
 CP2166
 CP2166.The horizontal coordinates were scaled from a topographic map and have
 CP2166.an estimated accuracy of +/- 6 seconds.
 CP2166
 CP2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2166.The vertical order pertains to the NGVD 29 superseded value.
 CP2166
 CP2166.The geoid height was determined by GEOID03.
 CP2166
 CP2166;                    North         East    Units  Estimated Accuracy
 CP2166;SPC LA N     -   231,920.    1,050,100.      MT  (+/- 180 meters Scaled)
 CP2166
 CP2166                          SUPERSEDED SURVEY CONTROL
 CP2166
 CP2166  NGVD 29 (??/??/92)   28.695  (m)           94.14   (f) ADJ UNCH    ?  
 CP2166
 CP2166.Superseded values are not recommended for survey control.
 CP2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2166.See file dsdata.txt to determine how the superseded data were derived.
 CP2166
 CP2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS970063(NAD 83)
 CP2166_MARKER: B = BOLT
 CP2166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2166_SP_SET: MILEPOST
 CP2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2166
 CP2166  HISTORY     - Date     Condition        Report By
 CP2166  HISTORY     - UNK      MONUMENTED       MPRR
 CP2166  HISTORY     - 1934     GOOD             DOD
 CP2166
 CP2166                          STATION DESCRIPTION
 CP2166
 CP2166'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2166'1.6 MI NE FROM SWARTZ.
 CP2166'ABOUT 1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CP2166'SWARTZ, OUACHITA PARISH, AND IN THE TOP OF CONCRETE MILEPOST 490.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0182 ***********************************************************************
 CQ0182  DESIGNATION -  MP 500 MPRR
 CQ0182  PID         -  CQ0182
 CQ0182  STATE/COUNTY-  LA/OUACHITA
 CQ0182  USGS QUAD   -  MONROE NORTH (1994)
 CQ0182
 CQ0182                         *CURRENT SURVEY CONTROL
 CQ0182  ___________________________________________________________________
 CQ0182* NAD 83(1986)-  32 31 00.     (N)    092 05 32.     (W)     SCALED    
 CQ0182* NAVD 88     -        22.99   (+/-2cm)      75.4    (feet)  VERTCON   
 CQ0182  ___________________________________________________________________
 CQ0182  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0182
 CQ0182  VERT ORDER  -  ? (See Below)
 CQ0182
 CQ0182.The horizontal coordinates were scaled from a topographic map and have
 CQ0182.an estimated accuracy of +/- 6 seconds.
 CQ0182
 CQ0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0182.The vertical order pertains to the NGVD 29 superseded value.
 CQ0182
 CQ0182.The geoid height was determined by GEOID03.
 CQ0182
 CQ0182;                    North         East    Units  Estimated Accuracy
 CQ0182;SPC LA N     -   223,680.    1,038,310.      MT  (+/- 180 meters Scaled)
 CQ0182
 CQ0182                          SUPERSEDED SURVEY CONTROL
 CQ0182
 CQ0182  NGVD 29 (??/??/??)   23.040  (m)           75.59   (f) ADJUSTED    ?  
 CQ0182
 CQ0182.Superseded values are not recommended for survey control.
 CQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0182.See file dsdata.txt to determine how the superseded data were derived.
 CQ0182
 CQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR852980(NAD 83)
 CQ0182_MARKER: B = BOLT
 CQ0182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0182
 CQ0182  HISTORY     - Date     Condition        Report By
 CQ0182  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0182  HISTORY     - 1934     GOOD             CGS
 CQ0182
 CQ0182                          STATION DESCRIPTION
 CQ0182
 CQ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0182'IN MONROE.
 CQ0182'ON THE OUTSKIRTS OF MONROE, OUACHITA PARISH, ON THE MISSOURI PACIFIC
 CQ0182'RAILROAD, AND IN THE TOP OF CONCRETE MILEPOST 500.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0346 ***********************************************************************
 CQ0346  DESIGNATION -  MP 540 MPRR
 CQ0346  PID         -  CQ0346
 CQ0346  STATE/COUNTY-  LA/CALDWELL
 CQ0346  USGS QUAD   -  CLARKS (1989)
 CQ0346
 CQ0346                         *CURRENT SURVEY CONTROL
 CQ0346  ___________________________________________________________________
 CQ0346* NAD 83(1986)-  32 00 05.     (N)    092 10 05.     (W)     SCALED    
 CQ0346* NAVD 88     -        38.05   (+/-2cm)     124.8    (feet)  VERTCON   
 CQ0346  ___________________________________________________________________
 CQ0346  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0346
 CQ0346  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0346
 CQ0346.The horizontal coordinates were scaled from a topographic map and have
 CQ0346.an estimated accuracy of +/- 6 seconds.
 CQ0346
 CQ0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0346.The vertical order pertains to the NGVD 29 superseded value.
 CQ0346
 CQ0346.The geoid height was determined by GEOID03.
 CQ0346
 CQ0346;                    North         East    Units  Estimated Accuracy
 CQ0346;SPC LA N     -   166,510.    1,031,360.      MT  (+/- 180 meters Scaled)
 CQ0346
 CQ0346                          SUPERSEDED SURVEY CONTROL
 CQ0346
 CQ0346  NGVD 29 (??/??/??)   38.064  (m)          124.88   (f) ADJUSTED    1 2
 CQ0346
 CQ0346.Superseded values are not recommended for survey control.
 CQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0346.See file dsdata.txt to determine how the superseded data were derived.
 CQ0346
 CQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR785408(NAD 83)
 CQ0346_MARKER: N = NAIL
 CQ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0346+STABILITY: SURFACE MOTION
 CQ0346
 CQ0346  HISTORY     - Date     Condition        Report By
 CQ0346  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0346  HISTORY     - 1965     GOOD             CGS
 CQ0346
 CQ0346                          STATION DESCRIPTION
 CQ0346
 CQ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ0346'1.7 MI NE FROM KELLY.
 CQ0346'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0346'POST OFFICE AT KELLY, OR ABOUT 2.6 MILES SOUTHWEST ALONG THE MISSOURI
 CQ0346'PACIFIC RAILROAD FROM THE STATION AT CLARKS, IN SECTION 21, T 12 N, R
 CQ0346'3 E, 69 FEET NORTH OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD,
 CQ0346'7.6 FEET WEST OF THE WEST RAIL, 45.5 FEET NORTHEAST OF BENCH MARK X 58
 CQ0346'1935, ABOUT LEVEL WITH THE TRACK, A COPPER NAIL SET IN THE TOP OF A
 CQ0346'CONCRETE POST WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0086 ***********************************************************************
 BX0086  DESIGNATION -  MP 555 MPRR
 BX0086  PID         -  BX0086
 BX0086  STATE/COUNTY-  LA/LA SALLE
 BX0086  USGS QUAD   -  TULLOS (1984)
 BX0086
 BX0086                         *CURRENT SURVEY CONTROL
 BX0086  ___________________________________________________________________
 BX0086* NAD 83(1986)-  31 50 18.     (N)    092 19 01.     (W)     SCALED    
 BX0086* NAVD 88     -        32.54   (+/-2cm)     106.8    (feet)  VERTCON   
 BX0086  ___________________________________________________________________
 BX0086  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0086
 BX0086  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0086
 BX0086.The horizontal coordinates were scaled from a topographic map and have
 BX0086.an estimated accuracy of +/- 6 seconds.
 BX0086
 BX0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0086.The vertical order pertains to the NGVD 29 superseded value.
 BX0086
 BX0086.The geoid height was determined by GEOID03.
 BX0086
 BX0086;                    North         East    Units  Estimated Accuracy
 BX0086;SPC LA N     -   148,400.    1,017,330.      MT  (+/- 180 meters Scaled)
 BX0086
 BX0086                          SUPERSEDED SURVEY CONTROL
 BX0086
 BX0086  NGVD 29 (??/??/??)   32.550  (m)          106.79   (f) ADJUSTED    1 2
 BX0086
 BX0086.Superseded values are not recommended for survey control.
 BX0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0086.See file dsdata.txt to determine how the superseded data were derived.
 BX0086
 BX0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR646227(NAD 83)
 BX0086_MARKER: N = NAIL
 BX0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0086+STABILITY: SURFACE MOTION
 BX0086
 BX0086  HISTORY     - Date     Condition        Report By
 BX0086  HISTORY     - UNK      MONUMENTED       MPRR
 BX0086  HISTORY     - 1965     GOOD             CGS
 BX0086
 BX0086                          STATION DESCRIPTION
 BX0086
 BX0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0086'1.5 MI NE FROM TULLOS.
 BX0086'ABOUT 1.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0086'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 24, T 10 N, R 2 E, AT THE
 BX0086'SOUTH END OF A CUT, 121 1/2 FEET SOUTHWEST OF MILEPOST 555, 11 FEET
 BX0086'WEST OF THE WEST RAIL, 100 FEET WEST OF AND ACROSS THE TRACK FROM
 BX0086'BENCH MARK E 59 1935, 18 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT 1
 BX0086'FOOT BELOW THE LEVEL OF THE TRACK, A COPPER NAIL SET IN THE TOP OF AN
 BX0086'8-INCH SQUARE CONCRETE POST WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1818 ***********************************************************************
 CP1818  DESIGNATION -  MP 590
 CP1818  PID         -  CP1818
 CP1818  STATE/COUNTY-  LA/RICHLAND
 CP1818  USGS QUAD   -  MANGHAM (1982)
 CP1818
 CP1818                         *CURRENT SURVEY CONTROL
 CP1818  ___________________________________________________________________
 CP1818* NAD 83(1986)-  32 18 10.     (N)    091 46 28.     (W)     SCALED    
 CP1818* NAVD 88     -        23.67   (+/-2cm)      77.7    (feet)  VERTCON   
 CP1818  ___________________________________________________________________
 CP1818  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP1818
 CP1818  VERT ORDER  -  ? (See Below)
 CP1818
 CP1818.The horizontal coordinates were scaled from a topographic map and have
 CP1818.an estimated accuracy of +/- 6 seconds.
 CP1818
 CP1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1818.The vertical order pertains to the NGVD 29 superseded value.
 CP1818
 CP1818.The geoid height was determined by GEOID03.
 CP1818
 CP1818;                    North         East    Units  Estimated Accuracy
 CP1818;SPC LA N     -   200,110.    1,068,330.      MT  (+/- 180 meters Scaled)
 CP1818
 CP1818                          SUPERSEDED SURVEY CONTROL
 CP1818
 CP1818  NGVD 29 (??/??/92)   23.691  (m)           77.73   (f) ADJ UNCH    ?  
 CP1818
 CP1818.Superseded values are not recommended for survey control.
 CP1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1818.See file dsdata.txt to determine how the superseded data were derived.
 CP1818
 CP1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR153746(NAD 83)
 CP1818_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1818_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1818
 CP1818  HISTORY     - Date     Condition        Report By
 CP1818  HISTORY     - UNK      MONUMENTED       MPRR
 CP1818  HISTORY     - 1934     GOOD             DOD
 CP1818
 CP1818                          STATION DESCRIPTION
 CP1818
 CP1818'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1818'0.5 MI S FROM MANGHAM.
 CP1818'ABOUT 0.5 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CP1818'STATION AT MANGHAM, RICHLAND PARISH, AND IN THE TOP OF CONCRETE
 CP1818'MILEPOST 590.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1897 ***********************************************************************
 CP1897  DESIGNATION -  MP 600
 CP1897  PID         -  CP1897
 CP1897  STATE/COUNTY-  LA/FRANKLIN
 CP1897  USGS QUAD   -  WINNSBORO (1983)
 CP1897
 CP1897                         *CURRENT SURVEY CONTROL
 CP1897  ___________________________________________________________________
 CP1897* NAD 83(1986)-  32 10 06.     (N)    091 43 24.     (W)     SCALED    
 CP1897* NAVD 88     -        22.34   (+/-2cm)      73.3    (feet)  VERTCON   
 CP1897  ___________________________________________________________________
 CP1897  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP1897
 CP1897  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1897
 CP1897.The horizontal coordinates were scaled from a topographic map and have
 CP1897.an estimated accuracy of +/- 6 seconds.
 CP1897
 CP1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1897.The vertical order pertains to the NGVD 29 superseded value.
 CP1897
 CP1897.The geoid height was determined by GEOID03.
 CP1897
 CP1897;                    North         East    Units  Estimated Accuracy
 CP1897;SPC LA N     -   185,240.    1,073,250.      MT  (+/- 180 meters Scaled)
 CP1897
 CP1897                          SUPERSEDED SURVEY CONTROL
 CP1897
 CP1897  NGVD 29 (??/??/92)   22.362  (m)           73.37   (f) ADJ UNCH    1 2
 CP1897
 CP1897.Superseded values are not recommended for survey control.
 CP1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1897.See file dsdata.txt to determine how the superseded data were derived.
 CP1897
 CP1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR203598(NAD 83)
 CP1897_MARKER: B = BOLT
 CP1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1897+STABILITY: SURFACE MOTION
 CP1897
 CP1897  HISTORY     - Date     Condition        Report By
 CP1897  HISTORY     - UNK      MONUMENTED       MPRR
 CP1897  HISTORY     - 1966     GOOD             NGS
 CP1897
 CP1897                          STATION DESCRIPTION
 CP1897
 CP1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1897'0.5 MI W FROM WINNSBORO.
 CP1897'0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT WINNSBORO, THEN
 CP1897'0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE 0.05 MILE NORTH
 CP1897'ALONG THE MISSOURI PACIFIC RAILROAD, IN SECTION 25, T 14 N R 7 E, AT
 CP1897'THE NORTH END OF A SIDE TRACK, 12 RAILS NORTH OF THE CENTER OF THE
 CP1897'CROSSING OF KINLOCH STREET AND THE MISSOURI PACIFIC RAILROAD, 10 FEET
 CP1897'WEST OF THE WEST RAIL OF THE MAIN TRACK, 67 FEET EAST OF THE CENTER
 CP1897'LINE OF STATE HIGHWAY 15, 49 FEET SOUTH OF A SWITCH STAND, A COPPER
 CP1897'BOLT SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST BEARING A PLATE
 CP1897'ON THE EAST SIDE WHICH IS ENGRAVED AS FOLLOWS-- MP 600 8168+92, AND
 CP1897'PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1837 ***********************************************************************
 CP1837  DESIGNATION -  MP 605
 CP1837  PID         -  CP1837
 CP1837  STATE/COUNTY-  LA/FRANKLIN
 CP1837  USGS QUAD   -  GILBERT (1983)
 CP1837
 CP1837                         *CURRENT SURVEY CONTROL
 CP1837  ___________________________________________________________________
 CP1837* NAD 83(1986)-  32 06 11.     (N)    091 42 03.     (W)     SCALED    
 CP1837* NAVD 88     -        24.01   (+/-2cm)      78.8    (feet)  VERTCON   
 CP1837  ___________________________________________________________________
 CP1837  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1837
 CP1837  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1837
 CP1837.The horizontal coordinates were scaled from a topographic map and have
 CP1837.an estimated accuracy of +/- 6 seconds.
 CP1837
 CP1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1837.The vertical order pertains to the NGVD 29 superseded value.
 CP1837
 CP1837.The geoid height was determined by GEOID03.
 CP1837
 CP1837;                    North         East    Units  Estimated Accuracy
 CP1837;SPC LA N     -   178,020.    1,075,420.      MT  (+/- 180 meters Scaled)
 CP1837
 CP1837                          SUPERSEDED SURVEY CONTROL
 CP1837
 CP1837  NGVD 29 (??/??/92)   24.023  (m)           78.82   (f) ADJ UNCH    1 2
 CP1837
 CP1837.Superseded values are not recommended for survey control.
 CP1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1837.See file dsdata.txt to determine how the superseded data were derived.
 CP1837
 CP1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR225525(NAD 83)
 CP1837_MARKER: B = BOLT
 CP1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1837+STABILITY: SURFACE MOTION
 CP1837
 CP1837  HISTORY     - Date     Condition        Report By
 CP1837  HISTORY     - UNK      MONUMENTED       MPRR
 CP1837  HISTORY     - 1966     GOOD             NGS
 CP1837  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP1837
 CP1837                          STATION DESCRIPTION
 CP1837
 CP1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1837'5.3 MI S FROM WINNSBORO.
 CP1837'0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT WINNSBORO,
 CP1837'THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE 4.8 MILES
 CP1837'SOUTH ALONG STATE HIGHWAY 15, IN SECTION 13, T 13 N, R 7 E, ABOUT 250
 CP1837'FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A SHELL SERVICE STATION AND
 CP1837'THE J.Q. CHAPMAN GROCERY, 74 FEET EAST OF THE CENTER LINE OF THE
 CP1837'HIGHWAY, 7 FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 CP1837'RAILROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, A COPPER BOLT
 CP1837'SET IN THE TOP OF AN 8-INCH CONCRETE POST WHICH IS MILEPOST 605 AND
 CP1837'BEARS A PLATE ON THE EAST SIDE WHICH IS ENGRAVED MP 605 31945+92, AND
 CP1837'PROJECTING 30 INCHES.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 CP1837'GOING 4.6 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE
 CP1837'AT GILBERT.
 CP1837
 CP1837                          STATION RECOVERY (2005)
 CP1837
 CP1837'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1837'GROCERY STORE BURNED DOWN MANY YEARS AGO AND THE SHELL GAS STATION NO
 CP1837'LONGER EXISTS, HOWEVER THE CONCRETE FOUNDATION FOR THE PUMPS ARE STILL
 CP1837'THERE.  THE MISSOURI PACIFIC RAILROAD NO LONGER EXISTS EITHER, AS ALL
 CP1837'OF THE BALLAST, RAIL TIES AND TRACK HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1436 ***********************************************************************
 BW1436  DESIGNATION -  MP 620
 BW1436  PID         -  BW1436
 BW1436  STATE/COUNTY-  LA/CATAHOULA
 BW1436  USGS QUAD   -  WISNER (1983)
 BW1436
 BW1436                         *CURRENT SURVEY CONTROL
 BW1436  ___________________________________________________________________
 BW1436* NAD 83(1986)-  31 54 01.     (N)    091 39 43.     (W)     SCALED    
 BW1436* NAVD 88     -        23.04   (+/-2cm)      75.6    (feet)  VERTCON   
 BW1436  ___________________________________________________________________
 BW1436  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1436
 BW1436  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1436
 BW1436.The horizontal coordinates were scaled from a topographic map and have
 BW1436.an estimated accuracy of +/- 6 seconds.
 BW1436
 BW1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1436.The vertical order pertains to the NGVD 29 superseded value.
 BW1436
 BW1436.The geoid height was determined by GEOID03.
 BW1436
 BW1436;                    North         East    Units  Estimated Accuracy
 BW1436;SPC LA N     -   155,560.    1,079,270.      MT  (+/- 180 meters Scaled)
 BW1436
 BW1436                          SUPERSEDED SURVEY CONTROL
 BW1436
 BW1436  NGVD 29 (??/??/92)   23.052  (m)           75.63   (f) ADJ UNCH    1 2
 BW1436
 BW1436.Superseded values are not recommended for survey control.
 BW1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1436.See file dsdata.txt to determine how the superseded data were derived.
 BW1436
 BW1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR265301(NAD 83)
 BW1436_MARKER: B = BOLT
 BW1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1436+STABILITY: SURFACE MOTION
 BW1436
 BW1436  HISTORY     - Date     Condition        Report By
 BW1436  HISTORY     - UNK      MONUMENTED       MPRR
 BW1436  HISTORY     - 1966     GOOD             NGS
 BW1436
 BW1436                          STATION DESCRIPTION
 BW1436
 BW1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1436'3.75 MI N FROM SICILY ISLAND.
 BW1436'ABOUT 3.75 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD AND STATE
 BW1436'HIGHWAY 15 FROM THE STATION AT SICILY ISLAND, OR ABOUT 5.6 MILES SOUTH
 BW1436'ALONG STATE HIGHWAY 15 FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 BW1436'WISNER, IN SECTION 28, T 11 N, R 8 E, 10 FEET WEST OF THE WEST RAIL,
 BW1436'94 FEET WEST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY,
 BW1436'85 FEET NORTHWEST OF TELEGRAPH POLE NUMBER 620, ABOUT 1 FOOT ABOVE THE
 BW1436'LEVEL OF THE TRACK, A COPPER BOLT SET IN THE TOP OF AN 8-INCH SQUARE
 BW1436'CONCRETE POST BEARING A PLATE ON THE EAST SIDE WHICH IS ENGRAVED MP
 BW1436'620 32737+92, AND PROJECTING 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1449 ***********************************************************************
 BW1449  DESIGNATION -  MP 625
 BW1449  PID         -  BW1449
 BW1449  STATE/COUNTY-  LA/CATAHOULA
 BW1449  USGS QUAD   -  SICILY ISLAND (1983)
 BW1449
 BW1449                         *CURRENT SURVEY CONTROL
 BW1449  ___________________________________________________________________
 BW1449* NAD 83(1986)-  31 50 50.     (N)    091 38 13.     (W)     SCALED    
 BW1449* NAVD 88     -        18.82   (+/-2cm)      61.7    (feet)  VERTCON   
 BW1449  ___________________________________________________________________
 BW1449  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1449
 BW1449  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1449
 BW1449.The horizontal coordinates were scaled from a topographic map and have
 BW1449.an estimated accuracy of +/- 6 seconds.
 BW1449
 BW1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1449.The vertical order pertains to the NGVD 29 superseded value.
 BW1449
 BW1449.The geoid height was determined by GEOID03.
 BW1449
 BW1449;                    North         East    Units  Estimated Accuracy
 BW1449;SPC LA N     -   149,700.    1,081,680.      MT  (+/- 180 meters Scaled)
 BW1449
 BW1449                          SUPERSEDED SURVEY CONTROL
 BW1449
 BW1449  NGVD 29 (??/??/92)   18.825  (m)           61.76   (f) ADJ UNCH    1 2
 BW1449
 BW1449.Superseded values are not recommended for survey control.
 BW1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1449.See file dsdata.txt to determine how the superseded data were derived.
 BW1449
 BW1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR289243(NAD 83)
 BW1449_MARKER: B = BOLT
 BW1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1449+STABILITY: SURFACE MOTION
 BW1449
 BW1449  HISTORY     - Date     Condition        Report By
 BW1449  HISTORY     - UNK      MONUMENTED       MPRR
 BW1449  HISTORY     - 1966     GOOD             NGS
 BW1449
 BW1449                          STATION DESCRIPTION
 BW1449
 BW1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1449'1.5 MI E FROM SICILY ISLAND.
 BW1449'ABOUT 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1449'POST OFFICE AT SICILY ISLAND, THENCE 1.3 MILES EAST ALONG STATE
 BW1449'HIGHWAY 15, THENCE 0.05 MILE SOUTH TO THE MISSOURI PACIFIC RAILROAD,
 BW1449'THENCE 0.05 MILE WEST ALONG THE TRACK, IN SECTION 15, T 10 N, R 8 E,
 BW1449'ABOUT 7 RAILS WEST OF THE WEST END OF A TRESTLE OVER BILLYS BAYOU,
 BW1449'NEAR TELEGRAPH POLE NUMBER 620, 11 FEET SOUTH OF THE SOUTH RAIL, ABOUT
 BW1449'3 FEET BELOW THE LEVEL OF THE TRACK, A COPPER BOLT SET IN THE TOP OF
 BW1449'AN 8-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND BEARS A
 BW1449'PLATE ON THE NORTH SIDE WHICH IS ENGRAVED MP 625 33001+92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1457 ***********************************************************************
 BW1457  DESIGNATION -  MP 630
 BW1457  PID         -  BW1457
 BW1457  STATE/COUNTY-  LA/CATAHOULA
 BW1457  USGS QUAD   -  FOULES (1983)
 BW1457
 BW1457                         *CURRENT SURVEY CONTROL
 BW1457  ___________________________________________________________________
 BW1457* NAD 83(1986)-  31 47 48.     (N)    091 34 54.     (W)     SCALED    
 BW1457* NAVD 88     -        20.44   (+/-2cm)      67.1    (feet)  VERTCON   
 BW1457  ___________________________________________________________________
 BW1457  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1457
 BW1457  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1457
 BW1457.The horizontal coordinates were scaled from a topographic map and have
 BW1457.an estimated accuracy of +/- 6 seconds.
 BW1457
 BW1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1457.The vertical order pertains to the NGVD 29 superseded value.
 BW1457
 BW1457.The geoid height was determined by GEOID03.
 BW1457
 BW1457;                    North         East    Units  Estimated Accuracy
 BW1457;SPC LA N     -   144,140.    1,086,960.      MT  (+/- 180 meters Scaled)
 BW1457
 BW1457                          SUPERSEDED SURVEY CONTROL
 BW1457
 BW1457  NGVD 29 (??/??/92)   20.446  (m)           67.08   (f) ADJ UNCH    1 2
 BW1457
 BW1457.Superseded values are not recommended for survey control.
 BW1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1457.See file dsdata.txt to determine how the superseded data were derived.
 BW1457
 BW1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR342187(NAD 83)
 BW1457_MARKER: B = BOLT
 BW1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1457+STABILITY: SURFACE MOTION
 BW1457
 BW1457  HISTORY     - Date     Condition        Report By
 BW1457  HISTORY     - UNK      MONUMENTED       MPRR
 BW1457  HISTORY     - 1966     GOOD             NGS
 BW1457
 BW1457                          STATION DESCRIPTION
 BW1457
 BW1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1457'6.0 MI NW FROM CLAYTON.
 BW1457'ABOUT 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE PUBLIC
 BW1457'ELEMENTARY SCHOOL AT CLAYTON, OR ABOUT 0.1 MILE SOUTHEAST ALONG THE
 BW1457'MISSOURI PACIFIC RAILROAD FROM THE POST OFFICE AT SICILY ISLAND,
 BW1457'THENCE 6.35 MILES SOUTHEAST ALONG STATE HIGHWAY 15, IN SECTION 31, T
 BW1457'10 N, R 9 E, OPPOSITE TELEPHONE POLE NUMBER 630, 93 FEET SOUTHWEST AND
 BW1457'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTHWEST
 BW1457'OF THE SOUTHWEST RAIL, 63 FEET SOUTHWEST AND ACROSS THE TRACK FROM A
 BW1457'30-INCH LONE PECAN TREE, ABOUT LEVEL WITH THE TRACK, A COPPER BOLT SET
 BW1457'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST BEARING A PLATE ON THE
 BW1457'NORTHEAST SIDE WHICH IS ENGRAVED MP 630 33265+92, AND PROJECTING ABOUT
 BW1457'2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7916 ***********************************************************************
 DF7916  CBN         -  This is a Cooperative Base Network Control Station.
 DF7916  DESIGNATION -  MRC 13
 DF7916  PID         -  DF7916
 DF7916  STATE/COUNTY-  LA/MADISON
 DF7916  USGS QUAD   -  GRANITE CITY (1998)
 DF7916
 DF7916                         *CURRENT SURVEY CONTROL
 DF7916  ___________________________________________________________________
 DF7916* NAD 83(1992)-  38 39 36.68020(N)    090 08 49.88003(W)     ADJUSTED  
 DF7916* NAVD 88     -       128.7    (meters)     422.     (feet)  GPS OBS   
 DF7916  ___________________________________________________________________
 DF7916  X           -     -12,811.389 (meters)                     COMP
 DF7916  Y           -  -4,987,039.930 (meters)                     COMP
 DF7916  Z           -   3,962,991.295 (meters)                     COMP
 DF7916  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DF7916  ELLIP HEIGHT-          97.52  (meters)          (09/15/03) GPS OBS
 DF7916  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DF7916
 DF7916  HORZ ORDER  -  A
 DF7916  ELLP ORDER  -  FOURTH    CLASS I
 DF7916
 DF7916.The horizontal coordinates were established by GPS observations
 DF7916.and adjusted by the National Geodetic Survey in September 2003..
 DF7916
 DF7916.The orthometric height was determined by GPS observations and a
 DF7916.high-resolution geoid model.
 DF7916
 DF7916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7916
 DF7916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7916
 DF7916.The ellipsoidal height was determined by GPS observations
 DF7916.and is referenced to NAD 83.
 DF7916
 DF7916.The geoid height was determined by GEOID03.
 DF7916
 DF7916;                    North         East     Units Scale Factor Converg.
 DF7916;SPC LA N     -   909,174.768 1,206,210.108   MT  1.00702904   +1 14 38.2
 DF7916;SPC LA N     - 2,982,850.88  3,957,374.33   sFT  1.00702904   +1 14 38.2
 DF7916;UTM  15      - 4,282,930.793   748,229.883   MT  1.00035886   +1 46 59.0
 DF7916
 DF7916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7916!SPC LA N     -   0.99998470  x   1.00702904  =   1.00701363
 DF7916!UTM  15      -   0.99998470  x   1.00035886  =   1.00034355
 DF7916
 DF7916                          SUPERSEDED SURVEY CONTROL
 DF7916
 DF7916.No superseded survey control is available for this station.
 DF7916
 DF7916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4823082931(NAD 83)
 DF7916_MARKER: DD = SURVEY DISK
 DF7916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7916_STAMPING: MRC13
 DF7916_PROJECTION: FLUSH
 DF7916_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7916+STABILITY: SURFACE MOTION
 DF7916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7916+SATELLITE: SATELLITE OBSERVATIONS - July , 2002
 DF7916
 DF7916  HISTORY     - Date     Condition        Report By
 DF7916  HISTORY     - UNK      MONUMENTED       ILDT
 DF7916  HISTORY     - 200207   GOOD             ILDT
 DF7916
 DF7916                          STATION DESCRIPTION
 DF7916
 DF7916'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (NO)
 DF7916'STATION DESCRIPTION
 DF7916' 
 DF7916'DESCRIBED BY ILDT SURVEY 2002
 DF7916'THE STATION IS LOCATED IN MADISON COUNTY ILLINOIS.  3 MILES NORTHEAST
 DF7916'OF THE GATEWAY
 DF7916'ARCH IN DOWNTOWN SAINT LOUIS.  1 MILE NORTHWEST OF GATEWAY
 DF7916'INTERNATIONAL RACEWAY. 7
 DF7916'MILES WEST OF ILDT DISTRICT 8 HEADQUARTERS IN COLLINSVILLE ILLINOIS.
 DF7916' 
 DF7916'TO REACH THE STATION FROM THE INTERSECTION OF ILLINOIS 203 AND
 DF7916'INTERSTATE 55/70 NORTH ON
 DF7916'ILLINOIS 203 1.4 MILES TO EAGLE PARK ROAD.  WEST ON EAGLE PARK ROAD
 DF7916'0.3 MILES TO INDUSTRIAL
 DF7916'ROAD.  LEFT ON INDUSTRIAL ROAD 0.2 MILES TO THE MARK ON THE LEFT.
 DF7916' 
 DF7916'THE STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST AT THE TOP OF A
 DF7916'LEVEE THAT RUNS
 DF7916'ALONG THE EAST SIDE OF INDUSTRIAL ROAD. THE STATION IS 33.40 FEET FROM
 DF7916'THE EAST EDGE OF
 DF7916'INDUSTRIAL ROAD, 37.60 FEET FROM THE CENTER OF A CAST IRON GRATE ON
 DF7916'THE NATIONAL GOLF
 DF7916'LINKS GOLF COURSE.  56.75 FEET FROM A ROAD ENDS SIGN WHERE INDUSTRIAL
 DF7916'ROAD TERMINATES.
 DF7916' 
 DF7916'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6732 ***********************************************************************
 DG6732  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6732  DESIGNATION -  MRCL 46
 DG6732  PID         -  DG6732
 DG6732  STATE/COUNTY-  LA/MADISON
 DG6732  USGS QUAD   -  LONG LAKE (1962)
 DG6732
 DG6732                         *CURRENT SURVEY CONTROL
 DG6732  ___________________________________________________________________
 DG6732* NAD 83(1992)-  32 25 03.62012(N)    090 59 30.86758(W)     ADJUSTED  
 DG6732* NAVD 88     -        27.21   (meters)      89.3    (feet)  GPS OBS   
 DG6732  ___________________________________________________________________
 DG6732  X           -     -93,296.444 (meters)                     COMP
 DG6732  Y           -  -5,388,564.550 (meters)                     COMP
 DG6732  Z           -   3,399,620.064 (meters)                     COMP
 DG6732  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DG6732  ELLIP HEIGHT-           0.65  (meters)          (08/03/04) GPS OBS
 DG6732  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG6732
 DG6732  HORZ ORDER  -  FIRST
 DG6732  ELLP ORDER  -  FOURTH    CLASS II
 DG6732
 DG6732.The horizontal coordinates were established by GPS observations
 DG6732.and adjusted by the National Geodetic Survey in August 2004..
 DG6732
 DG6732.The orthometric height was determined by GPS observations and a
 DG6732.high-resolution geoid model using precise GPS observation and
 DG6732.processing techniques.
 DG6732
 DG6732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6732
 DG6732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6732
 DG6732.The ellipsoidal height was determined by GPS observations
 DG6732.and is referenced to NAD 83.
 DG6732
 DG6732.The geoid height was determined by GEOID03.
 DG6732
 DG6732;                    North         East     Units Scale Factor Converg.
 DG6732;SPC LA N     -   213,612.011 1,141,843.314   MT  0.99995270   +0 47 50.4
 DG6732;SPC LA N     -   700,825.41  3,746,197.61   sFT  0.99995270   +0 47 50.4
 DG6732;UTM  15      - 3,588,507.389   688,826.754   MT  1.00003970   +1 04 36.6
 DG6732
 DG6732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6732!SPC LA N     -   0.99999990  x   0.99995270  =   0.99995260
 DG6732!UTM  15      -   0.99999990  x   1.00003970  =   1.00003960
 DG6732
 DG6732                          SUPERSEDED SURVEY CONTROL
 DG6732
 DG6732.No superseded survey control is available for this station.
 DG6732
 DG6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8882788507(NAD 83)
 DG6732_MARKER: I = METAL ROD
 DG6732_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6732_STAMPING: MRCL 46 2003
 DG6732_MARK LOGO: USACE 
 DG6732_PROJECTION: RECESSED 10 CENTIMETERS
 DG6732_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6732+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DG6732_ROD/PIPE-DEPTH: 14.6 meters
 DG6732
 DG6732  HISTORY     - Date     Condition        Report By
 DG6732  HISTORY     - 20030806 MONUMENTED       EMCINC
 DG6732  HISTORY     - 20030806 GOOD             EMCINC
 DG6732
 DG6732                          STATION DESCRIPTION
 DG6732
 DG6732'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6732'TO REACH THE PUBLIC BOAT RAMP AT MADISON PARISH PORT FROM THE
 DG6732'INTERSECTION OF P.R. 1106  AND HIGHWAY 65 IN SONDHEIMER, LOUISIANA,
 DG6732'PROCEED SOUTH ON HIGHWAY 65 FOR 4.1 MILES TO A  PAVED ROAD TO THE LEFT
 DG6732'(PORT ELEVATOR ROAD). TURN LEFT ON PORT ELEVATOR ROAD AND  PROCEED 1.5
 DG6732'MILES TO A T-INTERSECTION WITH LEVEE ROAD. PROCEED STRAIGHT ACROSS
 DG6732'LEVEE  ROAD FOR 0.3 MILES TO A V-INTERSECTION IN THE ROAD. TURN RIGHT
 DG6732'AND PROCEED SOUTH FOR 400  FEET, THE LANDING WILL BE APPROXIMATELY 300
 DG6732'FEET TO THE EAST OF THE ROAD.
 DG6732' 
 DG6732'FROM THE PUBLIC BOAT RAMP AT MADISON PARISH PORT, RM 457.0L, PROCEED
 DG6732'DOWNSTREAM 10.5  MILES TO MARSHALL POINT CUT-OFF LIGHT AT RM 446.5 ON
 DG6732'THE LEFT DESCENDING BANK. FROM SAID  LIGHT PROCEED UPSTREAM FOR 4700
 DG6732'FEET TO MARK AT UPPER END OF BROWN'S POINT REVETMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6720 ***********************************************************************
 DG6720  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6720  DESIGNATION -  MRCR 34
 DG6720  PID         -  DG6720
 DG6720  STATE/COUNTY-  LA/EAST CARROLL
 DG6720  USGS QUAD   -  TRANSYLVANIA (1994)
 DG6720
 DG6720                         *CURRENT SURVEY CONTROL
 DG6720  ___________________________________________________________________
 DG6720* NAD 83(1992)-  32 44 37.74779(N)    091 09 18.89161(W)     ADJUSTED  
 DG6720* NAVD 88     -        29.16   (meters)      95.7    (feet)  GPS OBS   
 DG6720  ___________________________________________________________________
 DG6720  X           -    -108,265.240 (meters)                     COMP
 DG6720  Y           -  -5,368,806.074 (meters)                     COMP
 DG6720  Z           -   3,430,098.125 (meters)                     COMP
 DG6720  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DG6720  ELLIP HEIGHT-           2.79  (meters)          (08/03/04) GPS OBS
 DG6720  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DG6720
 DG6720  HORZ ORDER  -  FIRST
 DG6720  ELLP ORDER  -  FOURTH    CLASS II
 DG6720
 DG6720.The horizontal coordinates were established by GPS observations
 DG6720.and adjusted by the National Geodetic Survey in August 2004..
 DG6720
 DG6720.The orthometric height was determined by GPS observations and a
 DG6720.high-resolution geoid model using precise GPS observation and
 DG6720.processing techniques.
 DG6720
 DG6720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6720
 DG6720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6720
 DG6720.The ellipsoidal height was determined by GPS observations
 DG6720.and is referenced to NAD 83.
 DG6720
 DG6720.The geoid height was determined by GEOID03.
 DG6720
 DG6720;                    North         East     Units Scale Factor Converg.
 DG6720;SPC LA N     -   249,575.079 1,126,032.449   MT  1.00001850   +0 42 39.5
 DG6720;SPC LA N     -   818,814.24  3,694,324.79   sFT  1.00001850   +0 42 39.5
 DG6720;UTM  15      - 3,624,392.546   672,837.858   MT  0.99996836   +0 59 53.0
 DG6720
 DG6720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6720!SPC LA N     -   0.99999956  x   1.00001850  =   1.00001806
 DG6720!UTM  15      -   0.99999956  x   0.99996836  =   0.99996792
 DG6720
 DG6720                          SUPERSEDED SURVEY CONTROL
 DG6720
 DG6720.No superseded survey control is available for this station.
 DG6720
 DG6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7283824393(NAD 83)
 DG6720_MARKER: I = METAL ROD
 DG6720_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6720_STAMPING: MRCR 34 2003
 DG6720_MARK LOGO: USACE 
 DG6720_PROJECTION: RECESSED 10 CENTIMETERS
 DG6720_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6720+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 DG6720_ROD/PIPE-DEPTH: 14.6 meters
 DG6720
 DG6720  HISTORY     - Date     Condition        Report By
 DG6720  HISTORY     - 20030803 MONUMENTED       EMCINC
 DG6720  HISTORY     - 20030803 GOOD             EMCINC
 DG6720
 DG6720                          STATION DESCRIPTION
 DG6720
 DG6720'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6720'TO REACH THE PUBLIC BOAT RAMP FROM THE INTERSECTION OF STATE HIGHWAY
 DG6720'3181 AND HIGHWAY  65 IN LAKE PROVIDENCE, LOUISIANA, PROCEED SOUTH ON
 DG6720'HIGHWAY 65 FOR 1.8 MILES TO A PAVED  ROAD TO THE LEFT. TURN LEFT AND
 DG6720'PROCEED EAST, SOUTHEAST FOR 0.4 MILES TO A  V-INTERSECTION IN THE
 DG6720'ROAD. BEAR LEFT AND PROCEED 580 FEET TO A CURVE IN THE ROAD, THE  BOAT
 DG6720'RAMP WILL BE APPROXIMATELY 200 FEET TO THE EAST.
 DG6720' 
 DG6720'FROM THE PUBLIC BOAT RAMP IN LAKE PROVIDENCE HARBOR PROCEED 1.9 MILES
 DG6720'DOWNSTREAM TO  THE MOUTH OF SAID HARBOR AT RM 483.0 ON THE RIGHT
 DG6720'DESCENDING BANK. FROM SAID MOUTH  PROCEED UPSTREAM ALONG SAME BANK FOR
 DG6720'1900 FEET TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6721 ***********************************************************************
 DG6721  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6721  DESIGNATION -  MRCR 35
 DG6721  PID         -  DG6721
 DG6721  STATE/COUNTY-  LA/EAST CARROLL
 DG6721  USGS QUAD   -  FITLER (1994)
 DG6721
 DG6721                         *CURRENT SURVEY CONTROL
 DG6721  ___________________________________________________________________
 DG6721* NAD 83(1992)-  32 43 54.76027(N)    091 06 38.33627(W)     ADJUSTED  
 DG6721* NAVD 88     -        28.16   (meters)      92.4    (feet)  GPS OBS   
 DG6721  ___________________________________________________________________
 DG6721  X           -    -104,100.025 (meters)                     COMP
 DG6721  Y           -  -5,369,603.862 (meters)                     COMP
 DG6721  Z           -   3,428,983.662 (meters)                     COMP
 DG6721  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DG6721  ELLIP HEIGHT-           1.75  (meters)          (08/03/04) GPS OBS
 DG6721  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DG6721
 DG6721  HORZ ORDER  -  FIRST
 DG6721  ELLP ORDER  -  FOURTH    CLASS II
 DG6721
 DG6721.The horizontal coordinates were established by GPS observations
 DG6721.and adjusted by the National Geodetic Survey in August 2004..
 DG6721
 DG6721.The orthometric height was determined by GPS observations and a
 DG6721.high-resolution geoid model using precise GPS observation and
 DG6721.processing techniques.
 DG6721
 DG6721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6721
 DG6721.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6721
 DG6721.The ellipsoidal height was determined by GPS observations
 DG6721.and is referenced to NAD 83.
 DG6721
 DG6721.The geoid height was determined by GEOID03.
 DG6721
 DG6721;                    North         East     Units Scale Factor Converg.
 DG6721;SPC LA N     -   248,303.640 1,130,229.067   MT  1.00001552   +0 44 04.4
 DG6721;SPC LA N     -   814,642.86  3,708,093.20   sFT  1.00001552   +0 44 04.4
 DG6721;UTM  15      - 3,623,142.208   677,040.629   MT  0.99998650   +1 01 18.7
 DG6721
 DG6721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6721!SPC LA N     -   0.99999973  x   1.00001552  =   1.00001525
 DG6721!UTM  15      -   0.99999973  x   0.99998650  =   0.99998623
 DG6721
 DG6721                          SUPERSEDED SURVEY CONTROL
 DG6721
 DG6721.No superseded survey control is available for this station.
 DG6721
 DG6721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7704123142(NAD 83)
 DG6721_MARKER: I = METAL ROD
 DG6721_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6721_STAMPING: MRCR 35 2003
 DG6721_MARK LOGO: USACE 
 DG6721_PROJECTION: RECESSED 10 CENTIMETERS
 DG6721_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6721+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 DG6721_ROD/PIPE-DEPTH: 14.6 meters
 DG6721
 DG6721  HISTORY     - Date     Condition        Report By
 DG6721  HISTORY     - 20030803 MONUMENTED       EMCINC
 DG6721  HISTORY     - 20030803 GOOD             EMCINC
 DG6721
 DG6721                          STATION DESCRIPTION
 DG6721
 DG6721'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6721'TO REACH THE PUBLIC BOAT RAMP FROM THE INTERSECTION OF STATE HIGHWAY
 DG6721'3181 AND HIGHWAY  65 IN LAKE PROVIDENCE, LOUISIANA, PROCEED SOUTH ON
 DG6721'HIGHWAY 65 FOR 1.8 MILES TO A PAVED  ROAD TO THE LEFT. TURN LEFT AND
 DG6721'PROCEED EAST, SOUTHEAST FOR 0.4 MILES TO A  V-INTERSECTION IN THE
 DG6721'ROAD. BEAR LEFT AND PROCEED 580 FEET TO A CURVE IN THE ROAD, THE  BOAT
 DG6721'RAMP WILL BE APPROXIMATELY 200 FEET TO THE EAST.
 DG6721' 
 DG6721'FROM THE PUBLIC BOAT RAMP IN LAKE PROVIDENCE HARBOR PROCEED 1.9 MILES
 DG6721'DOWNSTREAM TO  THE MOUTH OF SAID HARBOR AT RM 483.0 ON THE RIGHT
 DG6721'DESCENDING BANK. FROM SAID MOUTH  PROCEED DOWNSTREAM FOR 2.4 MILES TO
 DG6721'CHINAMAN LIGHT AT RM 480.6 AND MARK WITH BOTH  BEING ON THE RIGHT
 DG6721'DESCENDING BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6725 ***********************************************************************
 DG6725  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6725  DESIGNATION -  MRCR 39
 DG6725  PID         -  DG6725
 DG6725  STATE/COUNTY-  LA/EAST CARROLL
 DG6725  USGS QUAD   -  TRANSYLVANIA (1994)
 DG6725
 DG6725                         *CURRENT SURVEY CONTROL
 DG6725  ___________________________________________________________________
 DG6725* NAD 83(1992)-  32 39 17.48614(N)    091 08 50.19451(W)     ADJUSTED  
 DG6725* NAVD 88     -        30.79   (meters)     101.0    (feet)  GPS OBS   
 DG6725  ___________________________________________________________________
 DG6725  X           -    -107,625.034 (meters)                     COMP
 DG6725  Y           -  -5,374,151.176 (meters)                     COMP
 DG6725  Z           -   3,421,796.797 (meters)                     COMP
 DG6725  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DG6725  ELLIP HEIGHT-           4.42  (meters)          (08/03/04) GPS OBS
 DG6725  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DG6725
 DG6725  HORZ ORDER  -  FIRST
 DG6725  ELLP ORDER  -  FOURTH    CLASS II
 DG6725
 DG6725.The horizontal coordinates were established by GPS observations
 DG6725.and adjusted by the National Geodetic Survey in August 2004..
 DG6725
 DG6725.The orthometric height was determined by GPS observations and a
 DG6725.high-resolution geoid model using precise GPS observation and
 DG6725.processing techniques.
 DG6725
 DG6725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6725
 DG6725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6725
 DG6725.The ellipsoidal height was determined by GPS observations
 DG6725.and is referenced to NAD 83.
 DG6725
 DG6725.The geoid height was determined by GEOID03.
 DG6725
 DG6725;                    North         East     Units Scale Factor Converg.
 DG6725;SPC LA N     -   239,719.310 1,126,902.651   MT  0.99999733   +0 42 54.7
 DG6725;SPC LA N     -   786,479.10  3,697,179.78   sFT  0.99999733   +0 42 54.7
 DG6725;UTM  15      - 3,614,541.610   673,757.195   MT  0.99997230   +0 59 59.8
 DG6725
 DG6725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6725!SPC LA N     -   0.99999931  x   0.99999733  =   0.99999664
 DG6725!UTM  15      -   0.99999931  x   0.99997230  =   0.99997161
 DG6725
 DG6725                          SUPERSEDED SURVEY CONTROL
 DG6725
 DG6725.No superseded survey control is available for this station.
 DG6725
 DG6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7375714542(NAD 83)
 DG6725_MARKER: I = METAL ROD
 DG6725_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6725_STAMPING: MRCR 39 2003
 DG6725_MARK LOGO: USACE 
 DG6725_PROJECTION: RECESSED 10 CENTIMETERS
 DG6725_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6725+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 DG6725_ROD/PIPE-DEPTH: 14.6 meters
 DG6725
 DG6725  HISTORY     - Date     Condition        Report By
 DG6725  HISTORY     - 20030804 MONUMENTED       EMCINC
 DG6725  HISTORY     - 20030804 GOOD             EMCINC
 DG6725
 DG6725                          STATION DESCRIPTION
 DG6725
 DG6725'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6725'TO REACH THE PUBLIC BOAT RAMP BETWEEN TRANSYLVANIA AND ALSATIA,
 DG6725'LOUISIANA FROM THE  INTERSECTION OF STATE ROAD 581 AND HIGHWAY 65,
 DG6725'PROCEED SOUTH ON HIGHWAY 65 FOR 2.7  MILES TO A PAVED ROAD TO THE
 DG6725'LEFT, P.R. 2209 (FLETCHER LOOP ROAD). TURN LEFT ON FLETCHER  LOOP ROAD
 DG6725'AND PROCEED 0.8 MILES EAST TO A V-INTERSECTION IN THE ROAD ON P.R.
 DG6725'2209, BEAR  RIGHT AT INTERSECTION AND PROCEED 0.4 MILES SOUTHEAST
 DG6725'REACHING ANOTHER V-INTERSECTION  IN THE ROAD, THE BOAT RAMP WILL BE
 DG6725'APPROXIMATELY 200 FEET TO THE EAST OF THE  INTERSECTION.
 DG6725' 
 DG6725'FROM THE PUBLIC BOAT RAMP BETWEEN TRANSYLVANIA AND ALSATIA, LOUISIANA
 DG6725'AT RM 468.2 ON  RIGHT DESCENDING BANK, PROCEED UPSTREAM FOR 1.5 MILES
 DG6725'TO COTTONWOOD BAR LIGHT AT RM  469.7 ON THE RIGHT DESCENDING BANK.
 DG6725'FROM SAID LIGHT CONTINUE UPSTREAM ALONG SAME BANK  FOR 1.19 MILES TO
 DG6725'MARK AT COTTONWOOD LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6726 ***********************************************************************
 DG6726  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6726  DESIGNATION -  MRCR 40
 DG6726  PID         -  DG6726
 DG6726  STATE/COUNTY-  LA/EAST CARROLL
 DG6726  USGS QUAD   -  SONDHEIMER (1994)
 DG6726
 DG6726                         *CURRENT SURVEY CONTROL
 DG6726  ___________________________________________________________________
 DG6726* NAD 83(1992)-  32 37 20.45600(N)    091 09 24.51193(W)     ADJUSTED  
 DG6726* NAVD 88     -        29.57   (meters)      97.0    (feet)  GPS OBS   
 DG6726  ___________________________________________________________________
 DG6726  X           -    -108,558.394 (meters)                     COMP
 DG6726  Y           -  -5,376,076.166 (meters)                     COMP
 DG6726  Z           -   3,418,760.319 (meters)                     COMP
 DG6726  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DG6726  ELLIP HEIGHT-           3.22  (meters)          (08/03/04) GPS OBS
 DG6726  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DG6726
 DG6726  HORZ ORDER  -  FIRST
 DG6726  ELLP ORDER  -  FOURTH    CLASS II
 DG6726
 DG6726.The horizontal coordinates were established by GPS observations
 DG6726.and adjusted by the National Geodetic Survey in August 2004..
 DG6726
 DG6726.The orthometric height was determined by GPS observations and a
 DG6726.high-resolution geoid model using precise GPS observation and
 DG6726.processing techniques.
 DG6726
 DG6726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6726
 DG6726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6726
 DG6726.The ellipsoidal height was determined by GPS observations
 DG6726.and is referenced to NAD 83.
 DG6726
 DG6726.The geoid height was determined by GEOID03.
 DG6726
 DG6726;                    North         East     Units Scale Factor Converg.
 DG6726;SPC LA N     -   236,103.371 1,126,053.098   MT  0.99999020   +0 42 36.5
 DG6726;SPC LA N     -   774,615.81  3,694,392.54   sFT  0.99999020   +0 42 36.5
 DG6726;UTM  15      - 3,610,921.585   672,925.612   MT  0.99996875   +0 59 38.1
 DG6726
 DG6726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6726!SPC LA N     -   0.99999949  x   0.99999020  =   0.99998969
 DG6726!UTM  15      -   0.99999949  x   0.99996875  =   0.99996824
 DG6726
 DG6726                          SUPERSEDED SURVEY CONTROL
 DG6726
 DG6726.No superseded survey control is available for this station.
 DG6726
 DG6726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7292610922(NAD 83)
 DG6726_MARKER: I = METAL ROD
 DG6726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6726_STAMPING: MRCR 40 2003
 DG6726_MARK LOGO: USACE 
 DG6726_PROJECTION: RECESSED 10 CENTIMETERS
 DG6726_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6726+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 DG6726_ROD/PIPE-DEPTH: 14.6 meters
 DG6726
 DG6726  HISTORY     - Date     Condition        Report By
 DG6726  HISTORY     - 20030428 MONUMENTED       EMCINC
 DG6726  HISTORY     - 20030804 GOOD             EMCINC
 DG6726
 DG6726                          STATION DESCRIPTION
 DG6726
 DG6726'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6726'TO REACH THE PUBLIC BOAT RAMP BETWEEN TRANSYLVANIA AND ALSATIA,
 DG6726'LOUISIANA FROM THE  INTERSECTION OF STATE ROAD 581 AND HIGHWAY 65,
 DG6726'PROCEED SOUTH ON HIGHWAY 65 FOR 2.7  MILES TO A PAVED ROAD TO THE
 DG6726'LEFT, P.R. 2209 (FLETCHER LOOP ROAD). TURN LEFT ON FLETCHER  LOOP ROAD
 DG6726'AND PROCEED 0.8 MILES EAST TO A V-INTERSECTION IN THE ROAD ON P.R.
 DG6726'2209, BEAR  RIGHT AT INTERSECTION AND PROCEED 0.4 MILES SOUTHEAST
 DG6726'REACHING ANOTHER V-INTERSECTION  IN THE ROAD, THE BOAT RAMP WILL BE
 DG6726'APPROXIMATELY 200 FEET TO THE EAST OF THE  INTERSECTION.
 DG6726' 
 DG6726'FROM THE PUBLIC BOAT RAMP BETWEEN TRANSYLVANIA AND ALSATIA, LOUISIANA
 DG6726'AT RM 468.2 ON  RIGHT DESCENDING BANK, PROCEED DOWNSTREAM ALONG SAME
 DG6726'BANK FOR 1.05 MILES TO MARK AT  GOODRICH LANDING. MARK IS ALSO
 DG6726'APPROXIMATELY 3600 FEET UPSTREAM OF GOODRICH LIGHT AT  RM 466.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6727 ***********************************************************************
 DG6727  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6727  DESIGNATION -  MRCR 41
 DG6727  PID         -  DG6727
 DG6727  STATE/COUNTY-  LA/EAST CARROLL
 DG6727  USGS QUAD   -  SONDHEIMER (1994)
 DG6727
 DG6727                         *CURRENT SURVEY CONTROL
 DG6727  ___________________________________________________________________
 DG6727* NAD 83(1992)-  32 34 51.71957(N)    091 07 43.13146(W)     ADJUSTED  
 DG6727* NAVD 88     -        27.53   (meters)      90.3    (feet)  GPS OBS   
 DG6727  ___________________________________________________________________
 DG6727  X           -    -105,964.596 (meters)                     COMP
 DG6727  Y           -  -5,378,595.273 (meters)                     COMP
 DG6727  Z           -   3,414,899.305 (meters)                     COMP
 DG6727  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DG6727  ELLIP HEIGHT-           1.11  (meters)          (08/03/04) GPS OBS
 DG6727  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DG6727
 DG6727  HORZ ORDER  -  FIRST
 DG6727  ELLP ORDER  -  FOURTH    CLASS II
 DG6727
 DG6727.The horizontal coordinates were established by GPS observations
 DG6727.and adjusted by the National Geodetic Survey in August 2004..
 DG6727
 DG6727.The orthometric height was determined by GPS observations and a
 DG6727.high-resolution geoid model using precise GPS observation and
 DG6727.processing techniques.
 DG6727
 DG6727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6727
 DG6727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6727
 DG6727.The ellipsoidal height was determined by GPS observations
 DG6727.and is referenced to NAD 83.
 DG6727
 DG6727.The geoid height was determined by GEOID03.
 DG6727
 DG6727;                    North         East     Units Scale Factor Converg.
 DG6727;SPC LA N     -   231,555.101 1,128,753.755   MT  0.99998160   +0 43 30.1
 DG6727;SPC LA N     -   759,693.69  3,703,252.94   sFT  0.99998160   +0 43 30.1
 DG6727;UTM  15      - 3,606,386.778   675,648.698   MT  0.99998045   +1 00 28.7
 DG6727
 DG6727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6727!SPC LA N     -   0.99999983  x   0.99998160  =   0.99998143
 DG6727!UTM  15      -   0.99999983  x   0.99998045  =   0.99998028
 DG6727
 DG6727                          SUPERSEDED SURVEY CONTROL
 DG6727
 DG6727.No superseded survey control is available for this station.
 DG6727
 DG6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7564906387(NAD 83)
 DG6727_MARKER: I = METAL ROD
 DG6727_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6727_STAMPING: MRCR 41 2003
 DG6727_MARK LOGO: USACE 
 DG6727_PROJECTION: RECESSED 10 CENTIMETERS
 DG6727_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6727+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 DG6727_ROD/PIPE-DEPTH: 14.6 meters
 DG6727
 DG6727  HISTORY     - Date     Condition        Report By
 DG6727  HISTORY     - 20030428 MONUMENTED       EMCINC
 DG6727  HISTORY     - 20030805 GOOD             EMCINC
 DG6727
 DG6727                          STATION DESCRIPTION
 DG6727
 DG6727'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6727'TO REACH THE PUBLIC BOAT RAMP BETWEEN TRANSYLVANIA AND ALSATIA,
 DG6727'LOUISIANA FROM THE  INTERSECTION OF STATE ROAD 581 AND HIGHWAY 65,
 DG6727'PROCEED SOUTH ON HIGHWAY 65 FOR 2.7  MILES TO A PAVED ROAD TO THE
 DG6727'LEFT, P.R. 2209 (FLETCHER LOOP ROAD). TURN LEFT ON FLETCHER  LOOP ROAD
 DG6727'AND PROCEED 0.8 MILES EAST TO A V-INTERSECTION IN THE ROAD ON P.R.
 DG6727'2209, BEAR  RIGHT AT INTERSECTION AND PROCEED 0.4 MILES SOUTHEAST
 DG6727'REACHING ANOTHER V-INTERSECTION  IN THE ROAD, THE BOAT RAMP WILL BE
 DG6727'APPROXIMATELY 200 FEET TO THE EAST OF THE  INTERSECTION.
 DG6727' 
 DG6727'FROM THE PUBLIC BOAT RAMP BETWEEN TRANSYLVANIA AND ALSATIA, LOUISIANA
 DG6727'AT RM 468.2 ON  RIGHT DESCENDING BANK, PROCEED DOWNSTREAM 4.0 MILES TO
 DG6727'MARK ON RIGHT DESCENDING BANK  AT RM 464.2 APPROXIMATELY 4900 FEET
 DG6727'UPSTREAM OF THE LOWER END OF GOODRICH REVETMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6729 ***********************************************************************
 DG6729  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6729  DESIGNATION -  MRCR 43
 DG6729  PID         -  DG6729
 DG6729  STATE/COUNTY-  LA/MADISON
 DG6729  USGS QUAD   -  ASHLY (1972)
 DG6729
 DG6729                         *CURRENT SURVEY CONTROL
 DG6729  ___________________________________________________________________
 DG6729* NAD 83(1992)-  32 29 25.13768(N)    091 07 18.71222(W)     ADJUSTED  
 DG6729* NAVD 88     -        28.01   (meters)      91.9    (feet)  GPS OBS   
 DG6729  ___________________________________________________________________
 DG6729  X           -    -105,433.776 (meters)                     COMP
 DG6729  Y           -  -5,384,017.710 (meters)                     COMP
 DG6729  Z           -   3,406,418.210 (meters)                     COMP
 DG6729  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DG6729  ELLIP HEIGHT-           1.52  (meters)          (08/03/04) GPS OBS
 DG6729  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DG6729
 DG6729  HORZ ORDER  -  FIRST
 DG6729  ELLP ORDER  -  FOURTH    CLASS II
 DG6729
 DG6729.The horizontal coordinates were established by GPS observations
 DG6729.and adjusted by the National Geodetic Survey in August 2004..
 DG6729
 DG6729.The orthometric height was determined by GPS observations and a
 DG6729.high-resolution geoid model using precise GPS observation and
 DG6729.processing techniques.
 DG6729
 DG6729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6729
 DG6729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6729
 DG6729.The ellipsoidal height was determined by GPS observations
 DG6729.and is referenced to NAD 83.
 DG6729
 DG6729.The geoid height was determined by GEOID03.
 DG6729
 DG6729;                    North         East     Units Scale Factor Converg.
 DG6729;SPC LA N     -   221,504.072 1,129,518.502   MT  0.99996454   +0 43 43.0
 DG6729;SPC LA N     -   726,717.94  3,705,761.95   sFT  0.99996454   +0 43 43.0
 DG6729;UTM  15      - 3,596,339.537   676,462.863   MT  0.99998400   +1 00 32.8
 DG6729
 DG6729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6729!SPC LA N     -   0.99999976  x   0.99996454  =   0.99996430
 DG6729!UTM  15      -   0.99999976  x   0.99998400  =   0.99998376
 DG6729
 DG6729                          SUPERSEDED SURVEY CONTROL
 DG6729
 DG6729.No superseded survey control is available for this station.
 DG6729
 DG6729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7646396340(NAD 83)
 DG6729_MARKER: I = METAL ROD
 DG6729_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6729_STAMPING: MRCR 43 2003
 DG6729_MARK LOGO: USACE 
 DG6729_PROJECTION: RECESSED 10 CENTIMETERS
 DG6729_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6729+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 DG6729_ROD/PIPE-DEPTH: 14.6 meters
 DG6729
 DG6729  HISTORY     - Date     Condition        Report By
 DG6729  HISTORY     - 20030414 MONUMENTED       EMCINC
 DG6729  HISTORY     - 20030805 GOOD             EMCINC
 DG6729
 DG6729                          STATION DESCRIPTION
 DG6729
 DG6729'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6729'TO REACH THE PUBLIC BOAT RAMP AT MADISON PARISH PORT FROM THE
 DG6729'INTERSECTION OF P.R. 1106  AND HIGHWAY 65 IN SONDHEIMER, LOUISIANA,
 DG6729'PROCEED SOUTH ON HIGHWAY 65 FOR 4.1 MILES TO A  PAVED ROAD TO THE LEFT
 DG6729'(PORT ELEVATOR ROAD). TURN LEFT ON PORT ELEVATOR ROAD AND  PROCEED 1.5
 DG6729'MILES TO A T-INTERSECTION WITH LEVEE ROAD. PROCEED STRAIGHT ACROSS
 DG6729'LEVEE  ROAD FOR 0.3 MILES TO A V-INTERSECTION IN THE ROAD. TURN RIGHT
 DG6729'AND PROCEED SOUTH FOR 400  FEET, THE LANDING WILL BE APPROXIMATELY 300
 DG6729'FEET TO THE EAST OF THE ROAD.
 DG6729' 
 DG6729'FROM THE PUBLIC BOAT RAMP AT MADISON PARISH PORT, RM 457.0L, PROCEED
 DG6729'DOWNSTREAM 1000  FEET ALONG RIGHT DESCENDING BANK TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6730 ***********************************************************************
 DG6730  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6730  DESIGNATION -  MRCR 44
 DG6730  PID         -  DG6730
 DG6730  STATE/COUNTY-  LA/MADISON
 DG6730  USGS QUAD   -  ASHLY (1972)
 DG6730
 DG6730                         *CURRENT SURVEY CONTROL
 DG6730  ___________________________________________________________________
 DG6730* NAD 83(1992)-  32 26 55.30704(N)    091 05 20.13602(W)     ADJUSTED  
 DG6730* NAVD 88     -        25.87   (meters)      84.9    (feet)  GPS OBS   
 DG6730  ___________________________________________________________________
 DG6730  X           -    -102,385.682 (meters)                     COMP
 DG6730  Y           -  -5,386,552.939 (meters)                     COMP
 DG6730  Z           -   3,402,523.128 (meters)                     COMP
 DG6730  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DG6730  ELLIP HEIGHT-          -0.65  (meters)          (08/03/04) GPS OBS
 DG6730  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DG6730
 DG6730  HORZ ORDER  -  FIRST
 DG6730  ELLP ORDER  -  FOURTH    CLASS II
 DG6730
 DG6730.The horizontal coordinates were established by GPS observations
 DG6730.and adjusted by the National Geodetic Survey in August 2004..
 DG6730
 DG6730.The orthometric height was determined by GPS observations and a
 DG6730.high-resolution geoid model using precise GPS observation and
 DG6730.processing techniques.
 DG6730
 DG6730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6730
 DG6730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6730
 DG6730.The ellipsoidal height was determined by GPS observations
 DG6730.and is referenced to NAD 83.
 DG6730
 DG6730.The geoid height was determined by GEOID03.
 DG6730
 DG6730;                    North         East     Units Scale Factor Converg.
 DG6730;SPC LA N     -   216,929.069 1,132,673.951   MT  0.99995756   +0 44 45.7
 DG6730;SPC LA N     -   711,708.12  3,716,114.45   sFT  0.99995756   +0 44 45.7
 DG6730;UTM  15      - 3,591,779.875   679,640.731   MT  0.99999796   +1 01 32.3
 DG6730
 DG6730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6730!SPC LA N     -   1.00000010  x   0.99995756  =   0.99995766
 DG6730!UTM  15      -   1.00000010  x   0.99999796  =   0.99999806
 DG6730
 DG6730                          SUPERSEDED SURVEY CONTROL
 DG6730
 DG6730.No superseded survey control is available for this station.
 DG6730
 DG6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7964191780(NAD 83)
 DG6730_MARKER: I = METAL ROD
 DG6730_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6730_STAMPING: MRCR 44 2003
 DG6730_MARK LOGO: USACE 
 DG6730_PROJECTION: RECESSED 10 CENTIMETERS
 DG6730_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6730+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 DG6730_ROD/PIPE-DEPTH: 14.6 meters
 DG6730
 DG6730  HISTORY     - Date     Condition        Report By
 DG6730  HISTORY     - 20030414 MONUMENTED       EMCINC
 DG6730  HISTORY     - 20030805 GOOD             EMCINC
 DG6730
 DG6730                          STATION DESCRIPTION
 DG6730
 DG6730'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6730'TO REACH THE PUBLIC BOAT RAMP AT MADISON PARISH PORT FROM THE
 DG6730'INTERSECTION OF P.R. 1106  AND HIGHWAY 65 IN SONDHEIMER, LOUISIANA,
 DG6730'PROCEED SOUTH ON HIGHWAY 65 FOR 4.1 MILES TO A  PAVED ROAD TO THE LEFT
 DG6730'(PORT ELEVATOR ROAD). TURN LEFT ON PORT ELEVATOR ROAD AND  PROCEED 1.5
 DG6730'MILES TO A T-INTERSECTION WITH LEVEE ROAD. PROCEED STRAIGHT ACROSS
 DG6730'LEVEE  ROAD FOR 0.3 MILES TO A V-INTERSECTION IN THE ROAD. TURN RIGHT
 DG6730'AND PROCEED SOUTH FOR 400  FEET, THE LANDING WILL BE APPROXIMATELY 300
 DG6730'FEET TO THE EAST OF THE ROAD.
 DG6730' 
 DG6730'FROM THE PUBLIC BOAT RAMP AT MADISON PARISH PORT, RM 457.0L, PROCEED
 DG6730'DOWNSTREAM 2.2  MILES TO ROSEHILL LIGHT AT RM 454.8 ON THE RIGHT
 DG6730'DESCENDING BANK. FROM SAID LIGHT  CONTINUE DOWNSTREAM ALONG SAME BANK
 DG6730'FOR 1.15 MILES TO MARK. MARK IS ALSO 1.15 MILES  UPSTREAM OF MILLIKEN
 DG6730'BEND LIGHT AT RM 452.6 ON THE SAME BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6731 ***********************************************************************
 DG6731  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6731  DESIGNATION -  MRCR 45
 DG6731  PID         -  DG6731
 DG6731  STATE/COUNTY-  LA/MADISON
 DG6731  USGS QUAD   -  ASHLY (1972)
 DG6731
 DG6731                         *CURRENT SURVEY CONTROL
 DG6731  ___________________________________________________________________
 DG6731* NAD 83(1992)-  32 25 24.11519(N)    091 01 12.72813(W)     ADJUSTED  
 DG6731* NAVD 88     -        29.53   (meters)      96.9    (feet)  GPS OBS   
 DG6731  ___________________________________________________________________
 DG6731  X           -     -95,951.497 (meters)                     COMP
 DG6731  Y           -  -5,388,181.367 (meters)                     COMP
 DG6731  Z           -   3,400,154.241 (meters)                     COMP
 DG6731  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DG6731  ELLIP HEIGHT-           2.98  (meters)          (08/03/04) GPS OBS
 DG6731  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG6731
 DG6731  HORZ ORDER  -  FIRST
 DG6731  ELLP ORDER  -  FOURTH    CLASS II
 DG6731
 DG6731.The horizontal coordinates were established by GPS observations
 DG6731.and adjusted by the National Geodetic Survey in August 2004..
 DG6731
 DG6731.The orthometric height was determined by GPS observations and a
 DG6731.high-resolution geoid model using precise GPS observation and
 DG6731.processing techniques.
 DG6731
 DG6731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6731
 DG6731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6731
 DG6731.The ellipsoidal height was determined by GPS observations
 DG6731.and is referenced to NAD 83.
 DG6731
 DG6731.The geoid height was determined by GEOID03.
 DG6731
 DG6731;                    North         East     Units Scale Factor Converg.
 DG6731;SPC LA N     -   214,206.565 1,139,173.618   MT  0.99995357   +0 46 56.5
 DG6731;SPC LA N     -   702,776.04  3,737,438.78   sFT  0.99995357   +0 46 56.5
 DG6731;UTM  15      - 3,589,088.961   686,153.975   MT  1.00002734   +1 03 42.5
 DG6731
 DG6731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6731!SPC LA N     -   0.99999953  x   0.99995357  =   0.99995310
 DG6731!UTM  15      -   0.99999953  x   1.00002734  =   1.00002687
 DG6731
 DG6731                          SUPERSEDED SURVEY CONTROL
 DG6731
 DG6731.No superseded survey control is available for this station.
 DG6731
 DG6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8615489089(NAD 83)
 DG6731_MARKER: I = METAL ROD
 DG6731_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6731_STAMPING: MRCR 45 2003
 DG6731_MARK LOGO: USACE 
 DG6731_PROJECTION: RECESSED 10 CENTIMETERS
 DG6731_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6731+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DG6731_ROD/PIPE-DEPTH: 14.6 meters
 DG6731
 DG6731  HISTORY     - Date     Condition        Report By
 DG6731  HISTORY     - 20030428 MONUMENTED       EMCINC
 DG6731  HISTORY     - 20030806 GOOD             EMCINC
 DG6731
 DG6731                          STATION DESCRIPTION
 DG6731
 DG6731'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6731'TO REACH THE PUBLIC BOAT RAMP AT MADISON PARISH PORT FROM THE
 DG6731'INTERSECTION OF P.R. 1106  AND HIGHWAY 65 IN SONDHEIMER, LOUISIANA,
 DG6731'PROCEED SOUTH ON HIGHWAY 65 FOR 4.1 MILES TO A  PAVED ROAD TO THE LEFT
 DG6731'(PORT ELEVATOR ROAD). TURN LEFT ON PORT ELEVATOR ROAD AND  PROCEED 1.5
 DG6731'MILES TO A T-INTERSECTION WITH LEVEE ROAD. PROCEED STRAIGHT ACROSS
 DG6731'LEVEE  ROAD FOR 0.3 MILES TO A V-INTERSECTION IN THE ROAD. TURN RIGHT
 DG6731'AND PROCEED SOUTH FOR 400  FEET, THE LANDING WILL BE APPROXIMATELY 300
 DG6731'FEET TO THE EAST OF THE ROAD.
 DG6731' 
 DG6731'FROM THE PUBLIC BOAT RAMP AT MADISON PARISH PORT, RM 457.0L, PROCEED
 DG6731'DOWNSTREAM 7.8  MILES TO MARK AND GABIN TEELE LIGHT AT RM 449.2 ON THE
 DG6731'RIGHT DESCENDING BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6733 ***********************************************************************
 DG6733  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6733  DESIGNATION -  MRCR 47
 DG6733  PID         -  DG6733
 DG6733  STATE/COUNTY-  LA/MADISON
 DG6733  USGS QUAD   -  MOUND (1973)
 DG6733
 DG6733                         *CURRENT SURVEY CONTROL
 DG6733  ___________________________________________________________________
 DG6733* NAD 83(1992)-  32 21 22.67740(N)    091 00 25.76836(W)     ADJUSTED  
 DG6733* NAVD 88     -        28.30   (meters)      92.8    (feet)  GPS OBS   
 DG6733  ___________________________________________________________________
 DG6733  X           -     -94,794.790 (meters)                     COMP
 DG6733  Y           -  -5,392,185.347 (meters)                     COMP
 DG6733  Z           -   3,393,873.432 (meters)                     COMP
 DG6733  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 DG6733  ELLIP HEIGHT-           1.74  (meters)          (08/03/04) GPS OBS
 DG6733  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG6733
 DG6733  HORZ ORDER  -  FIRST
 DG6733  ELLP ORDER  -  FOURTH    CLASS II
 DG6733
 DG6733.The horizontal coordinates were established by GPS observations
 DG6733.and adjusted by the National Geodetic Survey in August 2004..
 DG6733
 DG6733.The orthometric height was determined by GPS observations and a
 DG6733.high-resolution geoid model using precise GPS observation and
 DG6733.processing techniques.
 DG6733
 DG6733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6733
 DG6733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6733
 DG6733.The ellipsoidal height was determined by GPS observations
 DG6733.and is referenced to NAD 83.
 DG6733
 DG6733.The geoid height was determined by GEOID03.
 DG6733
 DG6733;                    North         East     Units Scale Factor Converg.
 DG6733;SPC LA N     -   206,787.279 1,140,502.794   MT  0.99994394   +0 47 21.4
 DG6733;SPC LA N     -   678,434.60  3,741,799.58   sFT  0.99994394   +0 47 21.4
 DG6733;UTM  15      - 3,581,675.617   687,519.312   MT  1.00003364   +1 04 00.6
 DG6733
 DG6733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6733!SPC LA N     -   0.99999973  x   0.99994394  =   0.99994367
 DG6733!UTM  15      -   0.99999973  x   1.00003364  =   1.00003337
 DG6733
 DG6733                          SUPERSEDED SURVEY CONTROL
 DG6733
 DG6733.No superseded survey control is available for this station.
 DG6733
 DG6733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8751981676(NAD 83)
 DG6733_MARKER: I = METAL ROD
 DG6733_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6733_STAMPING: MRCR 47 2003
 DG6733_MARK LOGO: USACE 
 DG6733_PROJECTION: RECESSED 10 CENTIMETERS
 DG6733_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6733+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DG6733_ROD/PIPE-DEPTH: 14.6 meters
 DG6733
 DG6733  HISTORY     - Date     Condition        Report By
 DG6733  HISTORY     - 20030506 MONUMENTED       EMCINC
 DG6733  HISTORY     - 20030806 GOOD             EMCINC
 DG6733
 DG6733                          STATION DESCRIPTION
 DG6733
 DG6733'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6733'TO REACH THE VICKSBURG LANDING FROM INTERSTATE 20 WEST TAKE THE 4B
 DG6733'EXIT AND PROCEED  ON STATE ROAD 822 TO CLAY STREET. PROCEED NORTHWEST
 DG6733'ON CLAY STREET FOR 1.3 MILES TO  THE CLAY STREET AND HOWARD STREET
 DG6733'INTERSECTION. TURN RIGHT ON HOWARD STREET AND  PROCEED 0.2 MILES (3
 DG6733'BLOCKS) TO JACKSON STREET. TURN LEFT ON JACKSON STREET AND PROCEED
 DG6733'0.9 MILES TO LEVEE STREET. TURN LEFT ON LEVEE STREET AND PROCEED 350
 DG6733'FEET DOWN LEVEE  STREET, THE LANDING WILL BE TO THE RIGHT.
 DG6733' 
 DG6733'FROM THE VICKSBURG BOAT RAMP PROCEED DOWNSTREAM FOR 1.4 MILES TO THE
 DG6733'MOUTH OF THE  YAZOO RIVER AT RM 437.2. FROM SAID MOUTH PROCEED
 DG6733'UPSTREAM FOR 6.5 MILES TO KEY WOODS  LIGHT AT RM 443.7 ON THE RIGHT
 DG6733'DESCENDING BANK. FROM SAID LIGHT PROCEED DOWNSTREAM  FOR 750 FEET
 DG6733'ALONG SAME BANK TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6734 ***********************************************************************
 DG6734  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6734  DESIGNATION -  MRCR 48
 DG6734  PID         -  DG6734
 DG6734  STATE/COUNTY-  LA/MADISON
 DG6734  USGS QUAD   -  VICKSBURG WEST (1962)
 DG6734
 DG6734                         *CURRENT SURVEY CONTROL
 DG6734  ___________________________________________________________________
 DG6734* NAD 83(1992)-  32 20 46.93264(N)    090 58 43.44882(W)     ADJUSTED  
 DG6734* NAVD 88     -        28.25   (meters)      92.7    (feet)  GPS OBS   
 DG6734  ___________________________________________________________________
 DG6734  X           -     -92,129.999 (meters)                     COMP
 DG6734  Y           -  -5,392,820.771 (meters)                     COMP
 DG6734  Z           -   3,392,943.242 (meters)                     COMP
 DG6734  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DG6734  ELLIP HEIGHT-           1.69  (meters)          (08/03/04) GPS OBS
 DG6734  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG6734
 DG6734  HORZ ORDER  -  FIRST
 DG6734  ELLP ORDER  -  FOURTH    CLASS II
 DG6734
 DG6734.The horizontal coordinates were established by GPS observations
 DG6734.and adjusted by the National Geodetic Survey in August 2004..
 DG6734
 DG6734.The orthometric height was determined by GPS observations and a
 DG6734.high-resolution geoid model using precise GPS observation and
 DG6734.processing techniques.
 DG6734
 DG6734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6734
 DG6734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6734
 DG6734.The ellipsoidal height was determined by GPS observations
 DG6734.and is referenced to NAD 83.
 DG6734
 DG6734.The geoid height was determined by GEOID03.
 DG6734
 DG6734;                    North         East     Units Scale Factor Converg.
 DG6734;SPC LA N     -   205,723.582 1,143,193.096   MT  0.99994264   +0 48 15.5
 DG6734;SPC LA N     -   674,944.79  3,750,626.02   sFT  0.99994264   +0 48 15.5
 DG6734;UTM  15      - 3,580,624.862   690,214.995   MT  1.00004620   +1 04 54.4
 DG6734
 DG6734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6734!SPC LA N     -   0.99999973  x   0.99994264  =   0.99994237
 DG6734!UTM  15      -   0.99999973  x   1.00004620  =   1.00004593
 DG6734
 DG6734                          SUPERSEDED SURVEY CONTROL
 DG6734
 DG6734.No superseded survey control is available for this station.
 DG6734
 DG6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9021580625(NAD 83)
 DG6734_MARKER: I = METAL ROD
 DG6734_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6734_STAMPING: MRCR 48 2003
 DG6734_MARK LOGO: USACE 
 DG6734_PROJECTION: RECESSED 10 CENTIMETERS
 DG6734_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6734+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DG6734_ROD/PIPE-DEPTH: 14.6 meters
 DG6734
 DG6734  HISTORY     - Date     Condition        Report By
 DG6734  HISTORY     - 20030506 MONUMENTED       EMCINC
 DG6734  HISTORY     - 20030806 GOOD             EMCINC
 DG6734
 DG6734                          STATION DESCRIPTION
 DG6734
 DG6734'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6734'TO REACH THE VICKSBURG LANDING FROM INTERSTATE 20 WEST TAKE THE 4B
 DG6734'EXIT AND PROCEED  ON STATE ROAD 822 TO CLAY STREET. PROCEED NORTHWEST
 DG6734'ON CLAY STREET FOR 1.3 MILES TO  THE CLAY STREET AND HOWARD STREET
 DG6734'INTERSECTION. TURN RIGHT ON HOWARD STREET AND  PROCEED 0.2 MILES (3
 DG6734'BLOCKS) TO JACKSON STREET. TURN LEFT ON JACKSON STREET AND PROCEED
 DG6734'0.9 MILES TO LEVEE STREET. TURN LEFT ON LEVEE STREET AND PROCEED 350
 DG6734'FEET DOWN LEVEE  STREET, THE LANDING WILL BE TO THE RIGHT.
 DG6734' 
 DG6734'FROM THE VICKSBURG BOAT RAMP PROCEED DOWNSTREAM FOR 1.4 MILES TO THE
 DG6734'MOUTH OF THE  YAZOO RIVER AT RM 437.2. FROM SAID MOUTH PROCEED
 DG6734'UPSTREAM FOR 5.0 MILES TO THE FARMERS  GRAIN TERMINAL AT RM 442.2 ON
 DG6734'THE RIGHT DESCENDING BANK. FROM SAID TERMINAL PROCEED  DOWNSTREAM FOR
 DG6734'1500 FEET ALONG SAME BANK TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6736 ***********************************************************************
 DG6736  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6736  DESIGNATION -  MRCR 50
 DG6736  PID         -  DG6736
 DG6736  STATE/COUNTY-  LA/MADISON
 DG6736  USGS QUAD   -  VICKSBURG WEST (1962)
 DG6736
 DG6736                         *CURRENT SURVEY CONTROL
 DG6736  ___________________________________________________________________
 DG6736* NAD 83(1992)-  32 20 08.82521(N)    090 55 15.17745(W)     ADJUSTED  
 DG6736* NAVD 88     -        27.45   (meters)      90.1    (feet)  GPS OBS   
 DG6736  ___________________________________________________________________
 DG6736  X           -     -86,694.752 (meters)                     COMP
 DG6736  Y           -  -5,393,538.258 (meters)                     COMP
 DG6736  Z           -   3,391,951.064 (meters)                     COMP
 DG6736  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DG6736  ELLIP HEIGHT-           0.90  (meters)          (08/03/04) GPS OBS
 DG6736  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG6736
 DG6736  HORZ ORDER  -  FIRST
 DG6736  ELLP ORDER  -  FOURTH    CLASS II
 DG6736
 DG6736.The horizontal coordinates were established by GPS observations
 DG6736.and adjusted by the National Geodetic Survey in August 2004..
 DG6736
 DG6736.The orthometric height was determined by GPS observations and a
 DG6736.high-resolution geoid model using precise GPS observation and
 DG6736.processing techniques.
 DG6736
 DG6736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6736
 DG6736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6736
 DG6736.The ellipsoidal height was determined by GPS observations
 DG6736.and is referenced to NAD 83.
 DG6736
 DG6736.The geoid height was determined by GEOID03.
 DG6736
 DG6736;                    North         East     Units Scale Factor Converg.
 DG6736;SPC LA N     -   204,627.827 1,148,655.405   MT  0.99994127   +0 50 05.6
 DG6736;SPC LA N     -   671,349.80  3,768,546.94   sFT  0.99994127   +0 50 05.6
 DG6736;UTM  15      - 3,579,555.452   695,683.188   MT  1.00007222   +1 06 44.8
 DG6736
 DG6736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6736!SPC LA N     -   0.99999986  x   0.99994127  =   0.99994113
 DG6736!UTM  15      -   0.99999986  x   1.00007222  =   1.00007208
 DG6736
 DG6736                          SUPERSEDED SURVEY CONTROL
 DG6736
 DG6736.No superseded survey control is available for this station.
 DG6736
 DG6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9568379555(NAD 83)
 DG6736_MARKER: I = METAL ROD
 DG6736_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6736_STAMPING: MRCR 50 2003
 DG6736_MARK LOGO: USACE 
 DG6736_PROJECTION: RECESSED 10 CENTIMETERS
 DG6736_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6736+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DG6736_ROD/PIPE-DEPTH: 14.6 meters
 DG6736
 DG6736  HISTORY     - Date     Condition        Report By
 DG6736  HISTORY     - 20030416 MONUMENTED       EMCINC
 DG6736  HISTORY     - 20030806 GOOD             EMCINC
 DG6736
 DG6736                          STATION DESCRIPTION
 DG6736
 DG6736'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DG6736'TO REACH THE VICKSBURG LANDING FROM INTERSTATE 20 WEST TAKE THE 4B
 DG6736'EXIT AND PROCEED  ON STATE ROAD 822 TO CLAY STREET. PROCEED NORTHWEST
 DG6736'ON CLAY STREET FOR 1.3 MILES TO  THE CLAY STREET AND HOWARD STREET
 DG6736'INTERSECTION. TURN RIGHT ON HOWARD STREET AND  PROCEED 0.2 MILES (3
 DG6736'BLOCKS) TO JACKSON STREET. TURN LEFT ON JACKSON STREET AND PROCEED
 DG6736'0.9 MILES TO LEVEE STREET. TURN LEFT ON LEVEE STREET AND PROCEED 350
 DG6736'FEET DOWN LEVEE  STREET, THE LANDING WILL BE TO THE RIGHT.
 DG6736' 
 DG6736'FROM THE VICKSBURG BOAT RAMP PROCEED DOWNSTREAM FOR 1.4 MILES TO THE
 DG6736'MOUTH OF THE  YAZOO RIVER AT RM 437.2. FROM SAID MOUTH PROCEED
 DG6736'UPSTREAM FOR 1.4 MILES TO MARK ON  RIGHT DESCENDING BANK AT UPPER END
 DG6736'OF DELTA POINT REVETMENT. MARK IS NEAR THE  NORTHWEST CORNER OF DELTA
 DG6736'POINT CASTING FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6060 ***********************************************************************
 DG6060  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6060  DESIGNATION -  MRCR 81
 DG6060  PID         -  DG6060
 DG6060  STATE/COUNTY-  LA/CONCORDIA
 DG6060  USGS QUAD   -  SIBLEY (1988)
 DG6060
 DG6060                         *CURRENT SURVEY CONTROL
 DG6060  ___________________________________________________________________
 DG6060* NAD 83(1992)-  31 24 43.80222(N)    091 29 50.20317(W)     ADJUSTED  
 DG6060* NAVD 88     -        18.61   (meters)      61.1    (feet)  GPS OBS   
 DG6060  ___________________________________________________________________
 DG6060  X           -    -142,361.374 (meters)                     COMP
 DG6060  Y           -  -5,446,447.126 (meters)                     COMP
 DG6060  Z           -   3,304,975.406 (meters)                     COMP
 DG6060  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DG6060  ELLIP HEIGHT-          -7.95  (meters)          (06/28/04) GPS OBS
 DG6060  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DG6060
 DG6060  HORZ ORDER  -  B
 DG6060  ELLP ORDER  -  FOURTH    CLASS II
 DG6060
 DG6060.The horizontal coordinates were established by GPS observations
 DG6060.and adjusted by the National Geodetic Survey in June 2004..
 DG6060
 DG6060.The orthometric height was determined by GPS observations and a
 DG6060.high-resolution geoid model using precise GPS observation and
 DG6060.processing techniques.
 DG6060
 DG6060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6060
 DG6060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6060
 DG6060.The ellipsoidal height was determined by GPS observations
 DG6060.and is referenced to NAD 83.
 DG6060
 DG6060.The geoid height was determined by GEOID03.
 DG6060
 DG6060;                    North         East     Units Scale Factor Converg.
 DG6060;SPC LA N     -   101,578.472 1,095,343.992   MT  0.99995340   +0 31 48.5
 DG6060;SPC LA N     -   333,262.04  3,593,641.08   sFT  0.99995340   +0 31 48.5
 DG6060;UTM  15      - 3,476,258.337   642,845.685   MT  0.99985168   +0 47 00.0
 DG6060
 DG6060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6060!SPC LA N     -   1.00000125  x   0.99995340  =   0.99995465
 DG6060!UTM  15      -   1.00000125  x   0.99985168  =   0.99985293
 DG6060
 DG6060                          SUPERSEDED SURVEY CONTROL
 DG6060
 DG6060.No superseded survey control is available for this station.
 DG6060
 DG6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4284676258(NAD 83)
 DG6060_MARKER: DD = SURVEY DISK
 DG6060_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG6060_SP_SET: XX
 DG6060_STAMPING: MRCL 81
 DG6060_MARK LOGO: USACE 
 DG6060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG6060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG6060+STABILITY: POSITION/ELEVATION WELL
 DG6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6060+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 DG6060
 DG6060  HISTORY     - Date     Condition        Report By
 DG6060  HISTORY     - 200308   MONUMENTED       USACE
 DG6060  HISTORY     - 20030908 GOOD             PYBURN
 DG6060
 DG6060                          STATION DESCRIPTION
 DG6060
 DG6060'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 DG6060'THE STATION IS LOCATED 11.5 MILES SOUTH SOUTHWEST OF VIDALIA, LA,  5
 DG6060'MILES EAST OF DEER PARK, LA, AND 21 MILES NORTHEAST OF ACME, LA.  THE
 DG6060'STATION IS LOCATED ALONG THE WEST BANK OF THE MS RIVER AT RIVER MILE
 DG6060'349.8, APPROXIMATELY 1.3 MILES DOWNSTREAM OF THE WARNICOTT BAR
 DG6060'NAVIGATION LIGHT. OWNERSHIP IS BY VICKSBURG COE TO REACH THE STATION
 DG6060'FROM BY BOAT FROM THE BOAT RAMP IN NATCHEZ, MISSISSIPPI PROCEED 13.8
 DG6060'MILES DOWNSTREAM TO THE STATION ON THE WEST BANK OF THE MISSISSIPPI
 DG6060'RIVER.THE MONUMENT IS LOCATED 15 FEET WEST OF THE WEST TOP BANK OF THE
 DG6060'MISSISSIPPI RIVER, 49 FEET SOUTH OF A 12 FOOT X 12 FOOT YELLOW RIVER
 DG6060'RANGE MARKER, AND 83 FEET NORTHEAST OF A 16 INCH SYCAMORE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0012 ***********************************************************************
 BW0012  DESIGNATION -  MRLTLD 7 USE
 BW0012  PID         -  BW0012
 BW0012  STATE/COUNTY-  LA/CONCORDIA
 BW0012  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0012
 BW0012                         *CURRENT SURVEY CONTROL
 BW0012  ___________________________________________________________________
 BW0012* NAD 83(1986)-  31 06 13.     (N)    091 37 37.     (W)     SCALED    
 BW0012* NAVD 88     -        21.630  (meters)      70.96   (feet)  ADJUSTED  
 BW0012  ___________________________________________________________________
 BW0012  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BW0012  DYNAMIC HT  -          21.603 (meters)      70.88  (feet)  COMP
 BW0012  MODELED GRAV-     979,399.1   (mgal)                       NAVD 88
 BW0012
 BW0012  VERT ORDER  -  FIRST     CLASS I
 BW0012
 BW0012.The horizontal coordinates were scaled from a topographic map and have
 BW0012.an estimated accuracy of +/- 6 seconds.
 BW0012
 BW0012.The orthometric height was determined by differential leveling
 BW0012.and adjusted by the National Geodetic Survey in February 1994..
 BW0012
 BW0012.The geoid height was determined by GEOID03.
 BW0012
 BW0012.The dynamic height is computed by dividing the NAVD 88
 BW0012.geopotential number by the normal gravity value computed on the
 BW0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0012.degrees latitude (g = 980.6199 gals.).
 BW0012
 BW0012.The modeled gravity was interpolated from observed gravity values.
 BW0012
 BW0012;                    North         East    Units  Estimated Accuracy
 BW0012;SPC LA N     -    67,260.    1,083,290.      MT  (+/- 180 meters Scaled)
 BW0012
 BW0012                          SUPERSEDED SURVEY CONTROL
 BW0012
 BW0012  NAVD 88 (06/15/91)   21.654  (m)           71.04   (f) UNKNOWN     1 1
 BW0012  NGVD 29 (??/??/??)   21.604  (m)           70.88   (f) ADJUSTED    1 1
 BW0012
 BW0012.Superseded values are not recommended for survey control.
 BW0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0012.See file dsdata.txt to determine how the superseded data were derived.
 BW0012
 BW0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ309418(NAD 83)
 BW0012_MARKER: DD = SURVEY DISK
 BW0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0012_SP_SET: CONCRETE POST
 BW0012_STAMPING: MRLTLD-7 1975
 BW0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0012+STABILITY: SURFACE MOTION
 BW0012
 BW0012  HISTORY     - Date     Condition        Report By
 BW0012  HISTORY     - 1975     MONUMENTED       USE
 BW0012  HISTORY     - 1976     GOOD             NGS
 BW0012
 BW0012                          STATION DESCRIPTION
 BW0012
 BW0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0012'6.4 MI SOUTH FROM SHAW.
 BW0012'6.4 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0012'HIGHWAY 190 AT SHAW, 0.4 MILE NORTHWEST OF A JUNCTION OF A GRAVELED
 BW0012'ROAD, ON THE OUTSIDE OF A CURVE, 176 FT. NORTH OF A POWER LINE POLE,
 BW0012'17 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FT. SOUTHWEST
 BW0012'OF THE SOUTHWEST EDGE OF THE ASPHALT SURFACE OF THE HIGHWAY, ABOUT
 BW0012'0.85 MILE SOUTH OF BENCH MARK 5 GDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2862 ***********************************************************************
 AU2862  PACS        -  This is a Primary Airport Control Station.
 AU2862  DESIGNATION -  MSY ARP 2
 AU2862  PID         -  AU2862
 AU2862  STATE/COUNTY-  LA/JEFFERSON
 AU2862  USGS QUAD   -  LULING (1992)
 AU2862
 AU2862                         *CURRENT SURVEY CONTROL
 AU2862  ___________________________________________________________________
 AU2862* NAD 83(1992)-  29 59 31.51437(N)    090 15 17.60982(W)     ADJUSTED  
 AU2862* NAVD 88     -        -0.77 **(meters)      -2.5  **(feet)  GPS OBS   
 AU2862  **This station is located in a subsidence area (see below).
 AU2862  ___________________________________________________________________
 AU2862  X           -     -24,595.310 (meters)                     COMP
 AU2862  Y           -  -5,528,617.037 (meters)                     COMP
 AU2862  Z           -   3,169,600.569 (meters)                     COMP
 AU2862  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2862  ELLIP HEIGHT-         -27.03  (meters)          (02/14/02) GPS OBS
 AU2862  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU2862
 AU2862  HORZ ORDER  -  B
 AU2862  ELLP ORDER  -  FIFTH     CLASS II
 AU2862
 AU2862.This mark is at New Orleans Intl Moisant Fld Airport (MSY)
 AU2862
 AU2862.The horizontal coordinates were established by GPS observations
 AU2862.and adjusted by the National Geodetic Survey in June 1999..
 AU2862
 AU2862 ** The orthometric height has not been validated since last determined
 AU2862 ** by differential leveling and should not be used for control purposes.
 AU2862 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2862 ** area with valid NAVD 88 orthometric heights.
 AU2862 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2862 ** epoch indicated which incorporates improved geoid heights for the
 AU2862 ** Southern Louisiana Subsidence area.
 AU2862 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2862.The orthometric height was determined by GPS observations and a
 AU2862.high-resolution geoid model.
 AU2862
 AU2862.GPS derived orthometric heights for airport stations designated as
 AU2862.PACS or SACS are published to 2 decimal places.  This maintains
 AU2862.centimeter relative accuracy between the PACS and SACS.  It does
 AU2862.not indicate centimeter accuracy relative to other marks which are
 AU2862.part of the NAVD 88 network.
 AU2862
 AU2862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2862
 AU2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2862
 AU2862.The ellipsoidal height was determined by GPS observations
 AU2862.and is referenced to NAD 83.
 AU2862
 AU2862.The geoid height was determined by GEOID03.
 AU2862
 AU2862;                    North         East     Units Scale Factor Converg.
 AU2862;SPC LA S     -   165,878.990 1,104,053.821   MT  0.99992576   +0 32 21.2
 AU2862;SPC LA S     -   544,221.32  3,622,216.58   sFT  0.99992576   +0 32 21.2
 AU2862;UTM  15      - 3,321,081.436   764,831.404   MT  1.00046540   +1 22 22.9
 AU2862
 AU2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2862!SPC LA S     -   1.00000425  x   0.99992576  =   0.99993000
 AU2862!UTM  15      -   1.00000425  x   1.00046540  =   1.00046965
 AU2862
 AU2862                          SUPERSEDED SURVEY CONTROL
 AU2862
 AU2862  ELLIP H (06/09/99)  -27.03   (m)                       GP(       ) 2 2
 AU2862  NAD 83(1992)-  29 59 31.51410(N)    090 15 17.60978(W) AD(       ) B
 AU2862  ELLIP H (09/29/95)  -26.96   (m)                       GP(       ) 4 1
 AU2862  NAD 83(1992)-  29 59 31.51282(N)    090 15 17.61118(W) AD(       ) 2
 AU2862  NAD 83(1986)-  29 59 31.52883(N)    090 15 17.61007(W) AD(       ) 2
 AU2862  NAD 27      -  29 59 30.79686(N)    090 15 17.33277(W) AD(       ) 2
 AU2862  NGVD 29 (09/29/95)   -0.57   (m)           -1.9    (f) LEVELING    3  
 AU2862
 AU2862.Superseded values are not recommended for survey control.
 AU2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2862.See file dsdata.txt to determine how the superseded data were derived.
 AU2862
 AU2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6483121081(NAD 83)
 AU2862_MARKER: DT = TOPOGRAPHIC STATION DISK
 AU2862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2862_STAMPING: ARP 2 1959
 AU2862_MARK LOGO: CGS   
 AU2862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2862+STABILITY: SURFACE MOTION
 AU2862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2862+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 AU2862
 AU2862  HISTORY     - Date     Condition        Report By
 AU2862  HISTORY     - 1959     MONUMENTED       CGS
 AU2862  HISTORY     - 1972     GOOD             NGS
 AU2862  HISTORY     - 19900615 GOOD             NGS
 AU2862  HISTORY     - 19930218 GOOD             NOS
 AU2862  HISTORY     - 19990406 GOOD             NGS
 AU2862
 AU2862                          STATION DESCRIPTION
 AU2862
 AU2862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2862'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AU2862
 AU2862                          STATION RECOVERY (1990)
 AU2862
 AU2862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU2862'LOCATED AT NEW ORLEANS INTL AIRPORT, IN THE GRASS TRIANGLE FORMED BY
 AU2862'THE INTERSECTION OF RUNWAYS 6-24, 10-28 AND THE NORTHSOUTH TAXIWAY,
 AU2862'(PARALLEL TO RUNWAY 1-19) .  THE MARK IS 219.8 FT (67.0 M) SOUTHEAST
 AU2862'OF THE FIRST RUNWAY LIGHT ALONG THE SOUTHEAST SIDE OF RUNWAY 6-24.
 AU2862'THIS LIGHT IS THE FIRST LIGHT NORTHEAST OF THE INTERSECTION OF RUNWAY
 AU2862'6-24 AND THE SHORT TAXIWAY CONNECTING RUNWAY 6-24 IN THE TERMINAL
 AU2862'RAMP.  THE MARK IS 99.5 FT (30.3 M) SOUTHWEST OF THE CENTER OF A
 AU2862'CONCRETE DRAIN WHICH IS AT THE NORTHEAST END OF A SHALLOW DITCH, AND
 AU2862'10 FT (3.0 M) SOUTHEAST OF THE CENTER OF THE DITCH.  A TOPOGRAPHIC
 AU2862'DISK STAMPED ARP 2 1959, SET IN THE TOP OF A CONCRETE MONUMENT ABOUT 2
 AU2862'INCHES UNDERGROUND.  GEODESY ADJUSTED POSITION G-15799 1976.
 AU2862
 AU2862                          STATION RECOVERY (1993)
 AU2862
 AU2862'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AU2862'NO ORIGINAL DESCRIPTION WAS AVAILABLE.  NEW DESCRIPTION FOLLOWS.
 AU2862' 
 AU2862'STATION IS LOCATED AT THE NEW ORLEANS INTERNATIONAL AIRPORT LOCATED
 AU2862'JUST WEST OF THE CITY OF KENNER, LA BETWEEN INTERSTATE HIGHWAY 10 AND
 AU2862'US HIGHWAY 61.
 AU2862' 
 AU2862'FROM THE TERMINAL BUILDING RAMP PROCEED ACROSS RUNWAY 10/28 VIA
 AU2862'TAXIWAY DELTA TO THE GRASS TRIANGLE FORMED BY THE INTERSECTION OF
 AU2862'RUNWAYS 10/28 AND 6/24 AND THE TAXIWAY RUNNING PARALLEL TO RUNWAY
 AU2862'1/19.  STATION IS 219.8 FT (67.0 M) SOUTHEAST OF THE FIRST RUNWAY
 AU2862'LIGHT ALONG THE SOUTHEAST SIDE OF RUNWAY 6/24 NORTH OF THE JUNCTION
 AU2862'WITH THE TAXIWAY, 99.5 FT (30.3 M) SOUTHWEST OF THE CENTER OF A
 AU2862'CONCRETE DRAIN WHICH IS AT THE NORTHEAST END OF A SHALLOW DITCH AND
 AU2862'10.0 FT (3.0 M) SOUTHEAST OF THE CENTER OF THE DITCH.
 AU2862' 
 AU2862'STATIO IS ABOUT 2 IN BELOW SURFACE.
 AU2862
 AU2862                          STATION RECOVERY (1999)
 AU2862
 AU2862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AU2862'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8545 ***********************************************************************
 AA8545  SACS        -  This is a Secondary Airport Control Station.
 AA8545  DESIGNATION -  MSY F
 AA8545  PID         -  AA8545
 AA8545  STATE/COUNTY-  LA/JEFFERSON
 AA8545  USGS QUAD   -  LULING (1992)
 AA8545
 AA8545                         *CURRENT SURVEY CONTROL
 AA8545  ___________________________________________________________________
 AA8545* NAD 83(1992)-  29 59 41.95971(N)    090 16 56.28627(W)     ADJUSTED  
 AA8545* NAVD 88     -         0.64 **(meters)       2.1  **(feet)  GPS OBS   
 AA8545  **This station is located in a subsidence area (see below).
 AA8545  ___________________________________________________________________
 AA8545  X           -     -27,239.394 (meters)                     COMP
 AA8545  Y           -  -5,528,445.067 (meters)                     COMP
 AA8545  Z           -   3,169,879.831 (meters)                     COMP
 AA8545  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AA8545  ELLIP HEIGHT-         -25.63  (meters)          (06/04/02) GPS OBS
 AA8545  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AA8545
 AA8545  HORZ ORDER  -  FIRST
 AA8545  ELLP ORDER  -  FIFTH     CLASS II
 AA8545
 AA8545.This mark is at New Orleans Intl Moisant Fld Airport (MSY)
 AA8545
 AA8545.The horizontal coordinates were established by GPS observations
 AA8545.and adjusted by the National Geodetic Survey in June 1999..
 AA8545
 AA8545 ** The orthometric height has not been validated since last determined
 AA8545 ** by differential leveling and should not be used for control purposes.
 AA8545 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AA8545 ** area with valid NAVD 88 orthometric heights.
 AA8545 ** The geoid height was determined by a new realization of GEOID03 for the
 AA8545 ** epoch indicated which incorporates improved geoid heights for the
 AA8545 ** Southern Louisiana Subsidence area.
 AA8545 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AA8545.The orthometric height was determined by GPS observations and a
 AA8545.high-resolution geoid model.
 AA8545
 AA8545.GPS derived orthometric heights for airport stations designated as
 AA8545.PACS or SACS are published to 2 decimal places.  This maintains
 AA8545.centimeter relative accuracy between the PACS and SACS.  It does
 AA8545.not indicate centimeter accuracy relative to other marks which are
 AA8545.part of the NAVD 88 network.
 AA8545
 AA8545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8545
 AA8545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8545
 AA8545.The ellipsoidal height was determined by GPS observations
 AA8545.and is referenced to NAD 83.
 AA8545
 AA8545.The geoid height was determined by GEOID03.
 AA8545
 AA8545;                    North         East     Units Scale Factor Converg.
 AA8545;SPC LA S     -   166,176.015 1,101,406.271   MT  0.99992575   +0 31 31.9
 AA8545;SPC LA S     -   545,195.81  3,613,530.41   sFT  0.99992575   +0 31 31.9
 AA8545;UTM  15      - 3,321,340.037   762,178.404   MT  1.00044815   +1 21 33.9
 AA8545
 AA8545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8545!SPC LA S     -   1.00000403  x   0.99992575  =   0.99992977
 AA8545!UTM  15      -   1.00000403  x   1.00044815  =   1.00045218
 AA8545
 AA8545                          SUPERSEDED SURVEY CONTROL
 AA8545
 AA8545  ELLIP H (02/14/02)  -25.50   (m)                       GP(       ) 5 2
 AA8545  ELLIP H (06/09/99)  -25.63   (m)                       GP(       ) 4 2
 AA8545  NAD 83(1992)-  29 59 41.95926(N)    090 16 56.28662(W) AD(       ) 1
 AA8545  ELLIP H (09/29/95)  -25.45   (m)                       GP(       ) 4 1
 AA8545  NGVD 29 (09/29/95)    0.8    (m)            3.     (f) GPS OBS        
 AA8545
 AA8545.Superseded values are not recommended for survey control.
 AA8545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8545.See file dsdata.txt to determine how the superseded data were derived.
 AA8545
 AA8545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6217821340(NAD 83)
 AA8545_MARKER: DD = SURVEY DISK
 AA8545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8545_STAMPING: MSY F 1993
 AA8545_MARK LOGO: NOS   
 AA8545_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8545+STABILITY: SURFACE MOTION
 AA8545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8545+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 AA8545
 AA8545  HISTORY     - Date     Condition        Report By
 AA8545  HISTORY     - 1993     MONUMENTED       NOS
 AA8545  HISTORY     - 19990406 GOOD             NGS
 AA8545  HISTORY     - 20020424 MARK NOT FOUND   NGS
 AA8545
 AA8545                          STATION DESCRIPTION
 AA8545
 AA8545'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA8545'STATION IS LOCATED AT THE SOUTHWEST SECTION OF THE NEW ORLEANS
 AA8545'INTERNATIONAL AIRPORT LOCATED JUST WEST OF THE CITY OF KENNER, LA
 AA8545'BETWEEN INTERSTATE HIGHWAY 10 AND US HIGHWAY 61.
 AA8545' 
 AA8545'TO REACH FROM THE TERMINAL RAMP PROCEED WEST ON THE TAXIWAY RUNNING
 AA8545'PARALLEL TO RUNWAY 10/28 TO THE WEST END OF THE TAXIWAY.  DRIVE SOUTH
 AA8545'TO A GRAVEL SERVICE ROAD AND STATION BETWEEN THE SERVICE ROAD AND A 5
 AA8545'FT (1.5 M) BY 7 FT (2.1 M) CONCRETE MANHOLE.
 AA8545' 
 AA8545'IT IS 148.4 FT (45.2 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA8545'CONCRETE TAXIWAY, 49.6 FT (15.1 M) SOUTHEAST OF THE CENTER OF A CABLE
 AA8545'ACCESS COVER, 46.3 FT (14.1 M) NORTH-NORTHEAST OF A CHAIN LINK FENCE,
 AA8545'31.8 FT (9.7 M) NORTH-NORTHEAST OF THE CENTER OF THE GRAVEL SERVICE
 AA8545'ROAD AND 12.2 FT (3.7 M) SOUTHWEST OF A PUNCHMARK IN THE CENTER OF A
 AA8545'ON-INCH IRON PLUG AT THE NORTHWEST CORNER OF A 5 FT (1.5 M) BY 7 FT
 AA8545'(2.1 M) CONCRETE MANHOLE.  THE IRON PLUG IS STAMPED -MSY E 1992.
 AA8545
 AA8545                          STATION RECOVERY (1999)
 AA8545
 AA8545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 AA8545'RECOVERED AS DESCRIBED.
 AA8545
 AA8545                          STATION RECOVERY (2002)
 AA8545
 AA8545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AA8545'BELIEVED DESTROYED DUE TO SERVICE ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9515 ***********************************************************************
 AH9515  SACS        -  This is a Secondary Airport Control Station.
 AH9515  DESIGNATION -  MSY G
 AH9515  PID         -  AH9515
 AH9515  STATE/COUNTY-  LA/JEFFERSON
 AH9515  USGS QUAD   -  INDIAN BEACH (1992)
 AH9515
 AH9515                         *CURRENT SURVEY CONTROL
 AH9515  ___________________________________________________________________
 AH9515* NAD 83(1992)-  30 00 09.99939(N)    090 14 41.14812(W)     ADJUSTED  
 AH9515* NAVD 88     -        -1.88 **(meters)      -6.2  **(feet)  GPS OBS   
 AH9515  **This station is located in a subsidence area (see below).
 AH9515  ___________________________________________________________________
 AH9515  X           -     -23,615.473 (meters)                     COMP
 AH9515  Y           -  -5,528,027.852 (meters)                     COMP
 AH9515  Z           -   3,170,626.304 (meters)                     COMP
 AH9515  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AH9515  ELLIP HEIGHT-         -28.16  (meters)          (06/04/02) GPS OBS
 AH9515  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH9515
 AH9515  HORZ ORDER  -  FIRST
 AH9515  ELLP ORDER  -  FOURTH    CLASS II
 AH9515
 AH9515.This mark is at New Orleans Intl Moisant Fld Airport (MSY)
 AH9515
 AH9515.The horizontal coordinates were established by GPS observations
 AH9515.and adjusted by the National Geodetic Survey in June 1999..
 AH9515
 AH9515 ** The orthometric height has not been validated since last determined
 AH9515 ** by differential leveling and should not be used for control purposes.
 AH9515 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH9515 ** area with valid NAVD 88 orthometric heights.
 AH9515 ** The geoid height was determined by a new realization of GEOID03 for the
 AH9515 ** epoch indicated which incorporates improved geoid heights for the
 AH9515 ** Southern Louisiana Subsidence area.
 AH9515 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH9515.The orthometric height was determined by GPS observations and a
 AH9515.high-resolution geoid model.
 AH9515
 AH9515.GPS derived orthometric heights for airport stations designated as
 AH9515.PACS or SACS are published to 2 decimal places.  This maintains
 AH9515.centimeter relative accuracy between the PACS and SACS.  It does
 AH9515.not indicate centimeter accuracy relative to other marks which are
 AH9515.part of the NAVD 88 network.
 AH9515
 AH9515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9515
 AH9515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9515
 AH9515.The ellipsoidal height was determined by GPS observations
 AH9515.and is referenced to NAD 83.
 AH9515
 AH9515.The geoid height was determined by GEOID03.
 AH9515
 AH9515;                    North         East     Units Scale Factor Converg.
 AH9515;SPC LA S     -   167,073.132 1,105,019.763   MT  0.99992575   +0 32 39.5
 AH9515;SPC LA S     -   548,139.10  3,625,385.67   sFT  0.99992575   +0 32 39.5
 AH9515;UTM  15      - 3,322,290.168   765,780.377   MT  1.00047162   +1 22 42.8
 AH9515
 AH9515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9515!SPC LA S     -   1.00000442  x   0.99992575  =   0.99993017
 AH9515!UTM  15      -   1.00000442  x   1.00047162  =   1.00047604
 AH9515
 AH9515                          SUPERSEDED SURVEY CONTROL
 AH9515
 AH9515  ELLIP H (06/09/99)  -28.17   (m)                       GP(       ) 4 2
 AH9515
 AH9515.Superseded values are not recommended for survey control.
 AH9515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9515.See file dsdata.txt to determine how the superseded data were derived.
 AH9515
 AH9515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6578022290(NAD 83)
 AH9515_MARKER: DD = SURVEY DISK
 AH9515_SETTING: 0 = UNSPECIFIED SETTING
 AH9515_STAMPING: MSY G 1999
 AH9515_MARK LOGO: NGS   
 AH9515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9515+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AH9515
 AH9515  HISTORY     - Date     Condition        Report By
 AH9515  HISTORY     - 1999     MONUMENTED       NGS
 AH9515
 AH9515                          STATION DESCRIPTION
 AH9515
 AH9515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (JDR)
 AH9515'THE STATION IS LOCATED IN KENNER AT THE NEW ORLEANS INTERNATIONAL
 AH9515'AIRPORT MOSIANT FIELD.  THE AIRPORT IS LOCATED SOUTH OF INTERSTATE 10
 AH9515'AND NORTH OF US HIGHWAY 61.  TO REACH THE STATION FROM THE TERMINAL
 AH9515'RAMP, PROCEED NORTHEAST AND THEN SOUTHERLY ON THE VEHICLE ROAD TO THE
 AH9515'SERVICE ROAD RUNNING PARALLEL TO RUNWAY 1-19.  GO NORTHERLY ON THE
 AH9515'SERVICE ROAD TO A POINT ABEAM RUNWAY END 19 AND THE STATION ON THE
 AH9515'LEFT.  THE STATION IS LOCATED 41.6 M (136.5 FT) SOUTHEAST OF THE
 AH9515'EASTERLY THRESHOLD LIGHT AND 12.3 M (40.4 FT) WEST OF THE CENTER OF
 AH9515'THE SERVICE ROAD.  THE DISK IS SET IN THE SOUTHWEST CORNER OF A 3 FT
 AH9515'(0.9 M) X 5 FT (1.5 M) CONCRETE STORM DRIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4248 ***********************************************************************
 BJ4248  DESIGNATION -  MT CARMEL CONVENT CROSS
 BJ4248  PID         -  BJ4248
 BJ4248  STATE/COUNTY-  LA/ORLEANS
 BJ4248  USGS QUAD   -  SPANISH FORT (1992)
 BJ4248
 BJ4248                         *CURRENT SURVEY CONTROL
 BJ4248  ___________________________________________________________________
 BJ4248* NAD 83(1992)-  30 01 09.41487(N)    090 06 34.90804(W)     ADJUSTED  
 BJ4248* NAVD 88     -                                                        
 BJ4248  **This station is located in a subsidence area (see below).
 BJ4248  ___________________________________________________________________
 BJ4248  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4248  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BJ4248
 BJ4248  HORZ ORDER  -  THIRD
 BJ4248
 BJ4248.The horizontal coordinates were established by classical geodetic methods
 BJ4248.and adjusted by the National Geodetic Survey in January 1993..
 BJ4248
 BJ4248 ** The orthometric height has not been validated since last determined
 BJ4248 ** by differential leveling and should not be used for control purposes.
 BJ4248 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4248 ** area with valid NAVD 88 orthometric heights.
 BJ4248 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4248 ** epoch indicated which incorporates improved geoid heights for the
 BJ4248 ** Southern Louisiana Subsidence area.
 BJ4248 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4248
 BJ4248.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4248
 BJ4248.The geoid height was determined by GEOID03.
 BJ4248
 BJ4248;                    North         East     Units Scale Factor Converg.
 BJ4248;SPC LA S     -   169,033.904 1,118,030.316   MT  0.99992580   +0 36 42.6
 BJ4248;SPC LA S     -   554,572.07  3,668,071.13   sFT  0.99992580   +0 36 42.6
 BJ4248;UTM  15      - 3,324,441.524   778,768.634   MT  1.00055890   +1 26 48.9
 BJ4248
 BJ4248                          SUPERSEDED SURVEY CONTROL
 BJ4248
 BJ4248  NAD 83(1986)-  30 01 09.43405(N)    090 06 34.90139(W) AD(       ) 4
 BJ4248  NAD 27      -  30 01 08.70388(N)    090 06 34.64405(W) AD(       ) 3
 BJ4248
 BJ4248.Superseded values are not recommended for survey control.
 BJ4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4248.See file dsdata.txt to determine how the superseded data were derived.
 BJ4248
 BJ4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7876924442(NAD 83)
 BJ4248_MARKER: 91 = CHURCH CROSS
 BJ4248
 BJ4248  HISTORY     - Date     Condition        Report By
 BJ4248  HISTORY     - 1931     FIRST OBSERVED   CGS
 BJ4248  HISTORY     - 1954     GOOD             CGS
 BJ4248
 BJ4248                          STATION DESCRIPTION
 BJ4248
 BJ4248'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4248'THE STATION IS A SMALL CROSS
 BJ4248'IN THE CENTER OF THE N SIDE OF MT. CARMEL CONVENT LOCATED
 BJ4248'AT THE INTERSECTION OF ROBERT E. LEE BOULEVARD AND CALBOAT STREET,
 BJ4248'IN THE N SECTION OF NEW ORLEANS.
 BJ4248'
 BJ4248'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1207 ***********************************************************************
 CP1207  DESIGNATION -  MT LEVNER BOLT
 CP1207  PID         -  CP1207
 CP1207  STATE/COUNTY-  LA/EAST CARROLL
 CP1207  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1207
 CP1207                         *CURRENT SURVEY CONTROL
 CP1207  ___________________________________________________________________
 CP1207* NAD 83(1986)-  32 48 54.     (N)    091 12 05.     (W)     SCALED    
 CP1207* NAVD 88     -        30.75   (+/-2cm)     100.9    (feet)  VERTCON   
 CP1207  ___________________________________________________________________
 CP1207  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1207
 CP1207  VERT ORDER  -  ? (See Below)
 CP1207
 CP1207.The horizontal coordinates were scaled from a topographic map and have
 CP1207.an estimated accuracy of +/- 6 seconds.
 CP1207
 CP1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1207.The vertical order pertains to the NGVD 29 superseded value.
 CP1207
 CP1207.The geoid height was determined by GEOID03.
 CP1207
 CP1207;                    North         East    Units  Estimated Accuracy
 CP1207;SPC LA N     -   257,420.    1,121,610.      MT  (+/- 180 meters Scaled)
 CP1207
 CP1207                          SUPERSEDED SURVEY CONTROL
 CP1207
 CP1207  NGVD 29 (??/??/92)   30.802  (m)          101.06   (f) ADJ UNCH    ?  
 CP1207
 CP1207.Superseded values are not recommended for survey control.
 CP1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1207.See file dsdata.txt to determine how the superseded data were derived.
 CP1207
 CP1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS683322(NAD 83)
 CP1207_MARKER: B = BOLT
 CP1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1207_SP_SET: STONE
 CP1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1207+STABILITY: SURFACE MOTION
 CP1207
 CP1207  HISTORY     - Date     Condition        Report By
 CP1207  HISTORY     - UNK      MONUMENTED       DOD
 CP1207  HISTORY     - 1934     GOOD             DOD
 CP1207
 CP1207                          STATION DESCRIPTION
 CP1207
 CP1207'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1207'2 MI NW FROM LAKE PROVIDENCE.
 CP1207'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 2 MILES NORTHWEST OF
 CP1207'LAKE PROVIDENCE, EAST CARROL PARISH, LA., LOT 27, T. 21 N., R 12 E.,
 CP1207'.6 MILES NORTHWEST OF BRIDGE OVER TENSAS BAYOU, IN MT. LEVNER CHURCH
 CP1207'YARD.  55 FEET SOUTH OF CENTER LINE OF HIGHWAY NO. 65.  26.3 FT. FROM
 CP1207'SOUTHEAST CORNER OF GARDEN FENCE.  90 FEET SOUTHWEST OF TOP BANK OF
 CP1207'LAKE PROVIDENCE.  8.5 FT. NORTHWEST OF ANGLE POWER LINE POLE AND 7
 CP1207'FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1206 ***********************************************************************
 CP1206  DESIGNATION -  MT LEVNER CAP
 CP1206  PID         -  CP1206
 CP1206  STATE/COUNTY-  LA/EAST CARROLL
 CP1206  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1206
 CP1206                         *CURRENT SURVEY CONTROL
 CP1206  ___________________________________________________________________
 CP1206* NAD 83(1986)-  32 48 54.     (N)    091 12 05.     (W)     SCALED    
 CP1206* NAVD 88     -        31.99   (+/-2cm)     105.0    (feet)  VERTCON   
 CP1206  ___________________________________________________________________
 CP1206  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1206
 CP1206  VERT ORDER  -  ? (See Below)
 CP1206
 CP1206.The horizontal coordinates were scaled from a topographic map and have
 CP1206.an estimated accuracy of +/- 6 seconds.
 CP1206
 CP1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1206.The vertical order pertains to the NGVD 29 superseded value.
 CP1206
 CP1206.The geoid height was determined by GEOID03.
 CP1206
 CP1206;                    North         East    Units  Estimated Accuracy
 CP1206;SPC LA N     -   257,420.    1,121,610.      MT  (+/- 180 meters Scaled)
 CP1206
 CP1206                          SUPERSEDED SURVEY CONTROL
 CP1206
 CP1206  NGVD 29 (??/??/92)   32.046  (m)          105.14   (f) ADJ UNCH    ?  
 CP1206
 CP1206.Superseded values are not recommended for survey control.
 CP1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1206.See file dsdata.txt to determine how the superseded data were derived.
 CP1206
 CP1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS683322(NAD 83)
 CP1206_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1206_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1206_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1206
 CP1206  HISTORY     - Date     Condition        Report By
 CP1206  HISTORY     - UNK      MONUMENTED       DOD
 CP1206  HISTORY     - 1934     GOOD             DOD
 CP1206
 CP1206                          STATION DESCRIPTION
 CP1206
 CP1206'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1206'2 MI NW FROM LAKE PROVIDENCE.
 CP1206'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 2 MILES NORTHWEST OF
 CP1206'LAKE PROVIDENCE, EAST CARROL PARISH, LA., LOT 27, T. 21 N., R 12 E.,
 CP1206'.6 MILES NORTHWEST OF BRIDGE OVER TENSAS BAYOU, IN MT. LEVNER CHURCH
 CP1206'YARD.  55 FEET SOUTH OF CENTER LINE OF HIGHWAY NO. 65.  26.3 FT. FROM
 CP1206'SOUTHEAST CORNER OF GARDEN FENCE.  90 FEET SOUTHWEST OF TOP BANK OF
 CP1206'LAKE PROVIDENCE.  8.5 FT. NORTHWEST OF ANGLE POWER LINE POLE AND 7
 CP1206'FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3084 ***********************************************************************
 CQ3084  DESIGNATION -  MT OLIVE
 CQ3084  PID         -  CQ3084
 CQ3084  STATE/COUNTY-  LA/BIENVILLE
 CQ3084  USGS QUAD   -  JAMESTOWN (1986)
 CQ3084
 CQ3084                         *CURRENT SURVEY CONTROL
 CQ3084  ___________________________________________________________________
 CQ3084* NAD 83(1992)-  32 21 46.30145(N)    093 08 25.39787(W)     ADJUSTED  
 CQ3084* NAVD 88     -       117.0    (meters)     384.     (feet)  VERTCON   
 CQ3084  ___________________________________________________________________
 CQ3084  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CQ3084  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ3084
 CQ3084  HORZ ORDER  -  FIRST
 CQ3084
 CQ3084.The horizontal coordinates were established by classical geodetic methods
 CQ3084.and adjusted by the National Geodetic Survey in January 1993..
 CQ3084
 CQ3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3084
 CQ3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3084
 CQ3084.The geoid height was determined by GEOID03.
 CQ3084
 CQ3084;                    North         East     Units Scale Factor Converg.
 CQ3084;SPC LA N     -   206,725.268   939,730.902   MT  0.99994482   -0 20 18.9
 CQ3084;SPC LA N     -   678,231.15  3,083,100.47   sFT  0.99994482   -0 20 18.9
 CQ3084;UTM  15      - 3,580,665.970   486,792.059   MT  0.99960215   -0 04 30.5
 CQ3084
 CQ3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3084!SPC LA N     -   0.99998567  x   0.99994482  =   0.99993049
 CQ3084!UTM  15      -   0.99998567  x   0.99960215  =   0.99958783
 CQ3084
 CQ3084:                Primary Azimuth Mark                     Grid Az
 CQ3084:SPC LA N     -  SAILES                                   037 08 52.5
 CQ3084:UTM  15      -  SAILES                                   036 53 04.1
 CQ3084
 CQ3084|---------------------------------------------------------------------|
 CQ3084| PID    Reference Object                     Distance      Geod. Az  |
 CQ3084|                                                           dddmmss.s |
 CQ3084| CQ3075 SAILES                              APPROX. 9.7 KM 0364833.6 |
 CQ3084| CQ3082 MT OLIVE RM A                        28.991 METERS 10116     |
 CQ3084| CQ3083 SAILES LOT                           21.932 METERS 11433     |
 CQ3084| CX6783 MT OLIVE RM 1                        26.289 METERS 17819     |
 CQ3084| CX6784 MT OLIVE RM 2                        17.935 METERS 35705     |
 CQ3084|---------------------------------------------------------------------|
 CQ3084
 CQ3084                          SUPERSEDED SURVEY CONTROL
 CQ3084
 CQ3084  NAD 83(1986)-  32 21 46.31506(N)    093 08 25.38953(W) AD(       ) 1
 CQ3084  NAD 27      -  32 21 45.75498(N)    093 08 24.80171(W) AD(       ) 1
 CQ3084  NGVD 29 (07/19/86)  117.1    (m)          384.     (f) VERT ANG       
 CQ3084
 CQ3084.Superseded values are not recommended for survey control.
 CQ3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3084.See file dsdata.txt to determine how the superseded data were derived.
 CQ3084
 CQ3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8679280666(NAD 83)
 CQ3084_MARKER: DS = TRIANGULATION STATION DISK
 CQ3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3084
 CQ3084  HISTORY     - Date     Condition        Report By
 CQ3084  HISTORY     - 1965     MONUMENTED       CGS
 CQ3084
 CQ3084                          STATION DESCRIPTION
 CQ3084
 CQ3084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3084'STATION IS LOCATED ABOUT 4-1/2 MILES EAST-NORTHEAST OF
 CQ3084'JAMESTOWN, 9-1/2 MILES WEST OF BIENVILLE AT THE SAILES LOOKOUT
 CQ3084'TOWER IN THE N.E. 1/4 OF SEC. 24, T. 16 N., R. 8 W.
 CQ3084'
 CQ3084'NO AZIMUTH MARK WAS ESTABLISHED, DUE TO HEAVY GROWTH OF TREES.
 CQ3084'
 CQ3084'TO REACH FROM THE RAILROAD STATION IN JAMESTOWN, GO NORTH ON
 CQ3084'STATE HIGHWAY 792 FOR 0.05 MILE TO JUNCTION OF HIGHWAYS 792 AND
 CQ3084'154.  TURN RIGHT AND GO NORTHEAST AND EAST ON HIGHWAY 154 FOR
 CQ3084'4.9 MILES TO THE INTERSECTION OF HIGHWAYS 154 AND 507 AT PARKERS
 CQ3084'STORE.  TURN LEFT ON HIGHWAY 154 AND GO NORTH FOR 0.45 MILE TO
 CQ3084'A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.15 MILE TO
 CQ3084'LOOKOUT TOWER ON LEFT AND STATION AS DESCRIBED.
 CQ3084'
 CQ3084'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP
 CQ3084'OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 CQ3084'THE GROUND AND IS STAMPED MT. OLIVE 1965.  IT IS 58.7 FEET WEST
 CQ3084'OF THE NORTHWEST LEG OF THE FIRE TOWER, 41.4 FEET NORTH-NORTHEAST
 CQ3084'OF NORTHEAST CORNER OF A WOOD FRAME HOUSE, 28 FEET
 CQ3084'NORTH-NORTHEAST OF CENTER OF GRAVEL DRIVEWAY, 35.9 FEET
 CQ3084'NORTHWEST OF POWER LINE POLE WITH METER AND 15.8 FEET SOUTHEAST
 CQ3084'OF NORTHEAST CORNER OF GARAGE.
 CQ3084'
 CQ3084'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET
 CQ3084'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CQ3084'SURFACE OF THE GROUND AND IS STAMPED MT. OLIVE NO 1 1965.  IT
 CQ3084'IS 59.8 FEET WEST-NORTHWEST OF A 24 INCH PINE TREE, 38.6 FEET
 CQ3084'SOUTHEAST OF SOUTHEAST CORNER OF THE FRAME HOUSE AND 9.3 FEET
 CQ3084'NORTH OF A 24 INCH HICKORY TREE.
 CQ3084'
 CQ3084'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET
 CQ3084'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CQ3084'SURFACE OF THE GROUND AND IS STAMPED MT. OLIVE NO 2 1965.  IT
 CQ3084'IS 48.6 FEET NORTH OF NORTHEAST CORNER OF A GARAGE, 20 FEET
 CQ3084'WEST-NORTHWEST OF NORTHWEST CORNER OF FENCE AROUND RAIN GUAGE
 CQ3084'AND 8.5 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF A SMALL
 CQ3084'WOODEN SHED.
 CQ3084'
 CQ3084'A TRAVERSE CONNECTION WAS MADE TO MT. OLIVE RM A, DISTANCE
 CQ3084'BEING 28.991 METERS OR 95.11 FEET.
 CQ3084'
 CQ3084'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 17.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3082 ***********************************************************************
 CQ3082  DESIGNATION -  MT OLIVE RM A
 CQ3082  PID         -  CQ3082
 CQ3082  STATE/COUNTY-  LA/BIENVILLE
 CQ3082  USGS QUAD   -  JAMESTOWN (1986)
 CQ3082
 CQ3082                         *CURRENT SURVEY CONTROL
 CQ3082  ___________________________________________________________________
 CQ3082* NAD 83(1992)-  32 21 46.11762(N)    093 08 24.31033(W)     ADJUSTED  
 CQ3082* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 CQ3082  ___________________________________________________________________
 CQ3082  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CQ3082  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ3082
 CQ3082  HORZ ORDER  -  FIRST
 CQ3082
 CQ3082.The horizontal coordinates were established by classical geodetic methods
 CQ3082.and adjusted by the National Geodetic Survey in January 1993..
 CQ3082
 CQ3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3082
 CQ3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3082
 CQ3082.The geoid height was determined by GEOID03.
 CQ3082
 CQ3082;                    North         East     Units Scale Factor Converg.
 CQ3082;SPC LA N     -   206,719.438   939,759.299   MT  0.99994482   -0 20 18.3
 CQ3082;SPC LA N     -   678,212.02  3,083,193.63   sFT  0.99994482   -0 20 18.3
 CQ3082;UTM  15      - 3,580,660.272   486,820.473   MT  0.99960214   -0 04 29.9
 CQ3082
 CQ3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3082!SPC LA N     -   0.99998583  x   0.99994482  =   0.99993065
 CQ3082!UTM  15      -   0.99998583  x   0.99960214  =   0.99958798
 CQ3082
 CQ3082:                Primary Azimuth Mark                     Grid Az
 CQ3082:SPC LA N     -  SULLIVAN                                 183 48 30.1
 CQ3082:UTM  15      -  SULLIVAN                                 183 32 41.7
 CQ3082
 CQ3082|---------------------------------------------------------------------|
 CQ3082| PID    Reference Object                     Distance      Geod. Az  |
 CQ3082|                                                           dddmmss.s |
 CQ3082| CQ3085 SULLIVAN                            APPROX.10.3 KM 1832811.8 |
 CQ3082| CQ3084 MT OLIVE                             28.991 METERS 28116     |
 CQ3082|---------------------------------------------------------------------|
 CQ3082
 CQ3082                          SUPERSEDED SURVEY CONTROL
 CQ3082
 CQ3082  NAD 83(1986)-  32 21 46.13119(N)    093 08 24.30177(W) AD(       ) 1
 CQ3082  NAD 27      -  32 21 45.57114(N)    093 08 23.71420(W) AD(       ) 1
 CQ3082  NGVD 29 (07/19/86)  116.1    (m)          381.     (f) VERT ANG       
 CQ3082
 CQ3082.Superseded values are not recommended for survey control.
 CQ3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3082.See file dsdata.txt to determine how the superseded data were derived.
 CQ3082
 CQ3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8682080660(NAD 83)
 CQ3082_MARKER: DS = TRIANGULATION STATION DISK
 CQ3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3082+STABILITY: SURFACE MOTION
 CQ3082
 CQ3082  HISTORY     - Date     Condition        Report By
 CQ3082  HISTORY     - 1965     MONUMENTED       CGS
 CQ3082
 CQ3082                          STATION DESCRIPTION
 CQ3082
 CQ3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3082'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME
 CQ3082'PROPERTY AS TRIANGULATION STATION MT. OLIVE.
 CQ3082'
 CQ3082'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED MT
 CQ3082'OLIVE RM A 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3082'THAT IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  MARK
 CQ3082'IS 16 FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF THE FIRE
 CQ3082'TOWER.
 CQ3082'
 CQ3082'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MT
 CQ3082'OLIVE, DISTANCE BEING 28.991 METERS OR 95.11 FEET WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2789 ***********************************************************************
 CQ2789  DESIGNATION -  MT PLEASANT LOT
 CQ2789  PID         -  CQ2789
 CQ2789  STATE/COUNTY-  LA/CALDWELL
 CQ2789  USGS QUAD   -  CLARKS (1989)
 CQ2789
 CQ2789                         *CURRENT SURVEY CONTROL
 CQ2789  ___________________________________________________________________
 CQ2789* NAD 83(1992)-  32 07 21.72544(N)    092 10 17.86485(W)     ADJUSTED  
 CQ2789* NAVD 88     -                                                        
 CQ2789  ___________________________________________________________________
 CQ2789  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CQ2789  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2789
 CQ2789  HORZ ORDER  -  THIRD
 CQ2789
 CQ2789.The horizontal coordinates were established by classical geodetic methods
 CQ2789.and adjusted by the National Geodetic Survey in January 1993..
 CQ2789
 CQ2789
 CQ2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2789
 CQ2789.The geoid height was determined by GEOID03.
 CQ2789
 CQ2789;                    North         East     Units Scale Factor Converg.
 CQ2789;SPC LA N     -   179,964.364 1,030,984.911   MT  0.99992111   +0 10 25.0
 CQ2789;SPC LA N     -   590,433.08  3,382,489.66   sFT  0.99992111   +0 10 25.0
 CQ2789;UTM  15      - 3,554,336.737   578,140.869   MT  0.99967530   +0 26 25.8
 CQ2789
 CQ2789                          SUPERSEDED SURVEY CONTROL
 CQ2789
 CQ2789  NAD 83(1986)-  32 07 21.73946(N)    092 10 17.85700(W) AD(       ) 4
 CQ2789  NAD 27      -  32 07 21.17480(N)    092 10 17.36163(W) AD(       ) 3
 CQ2789
 CQ2789.Superseded values are not recommended for survey control.
 CQ2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2789.See file dsdata.txt to determine how the superseded data were derived.
 CQ2789
 CQ2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7814154337(NAD 83)
 CQ2789_MARKER: 57 = LOOKOUT TOWER
 CQ2789
 CQ2789  HISTORY     - Date     Condition        Report By
 CQ2789  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2789
 CQ2789                          STATION DESCRIPTION
 CQ2789
 CQ2789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2789'STATION IS THE TOP-CENTER OF THE CONNICAL SHAPED ROOF OF OF THE
 CQ2789'MOUNT PLEASANT LOOKOUT TOWER WHICH HAS A SQUARE METAL CAB WITH
 CQ2789'WINDOWS ON ALL FOUR SIDES.  CAB IS GRAY IN COLOR, 110 FEET IN
 CQ2789'HEIGHT AND IS SUPPORTED BY 4-CHANNEL STEEL LEGS.
 CQ2789'
 CQ2789'LOCATED ABOUT 1/2 MILE SOUTH OF THE SMALL COMMUNITY OF MOUNT
 CQ2789'PLEASANT, 5-1/2 MILES WEST OF COLUMBIA, 5 MILES SOUTHWEST OF
 CQ2789'RIVERTON AND ABOUT 0.1 MILE NORTHWEST OF STATE HIGHWAYS 4 AND 846.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4177 ***********************************************************************
 BJ4177  DESIGNATION -  MT STEVENS
 BJ4177  PID         -  BJ4177
 BJ4177  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4177  USGS QUAD   -  HAMMOND (1994)
 BJ4177
 BJ4177                         *CURRENT SURVEY CONTROL
 BJ4177  ___________________________________________________________________
 BJ4177* NAD 83(1992)-  30 35 44.13088(N)    090 27 41.16773(W)     ADJUSTED  
 BJ4177* NAVD 88     -        25.2    (meters)      83.     (feet)  VERTCON   
 BJ4177  ___________________________________________________________________
 BJ4177  X           -     -44,253.441 (meters)                     COMP
 BJ4177  Y           -  -5,494,767.267 (meters)                     COMP
 BJ4177  Z           -   3,227,380.174 (meters)                     COMP
 BJ4177  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ4177  ELLIP HEIGHT-          -1.93  (meters)          (11/16/93) GPS OBS
 BJ4177  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4177
 BJ4177  HORZ ORDER  -  FIRST
 BJ4177  ELLP ORDER  -  FOURTH    CLASS II
 BJ4177
 BJ4177.The horizontal coordinates were established by classical geodetic methods
 BJ4177.and adjusted by the National Geodetic Survey in January 1993..
 BJ4177
 BJ4177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4177
 BJ4177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4177
 BJ4177.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4177
 BJ4177.The ellipsoidal height was determined by GPS observations
 BJ4177.and is referenced to NAD 83.
 BJ4177
 BJ4177.The geoid height was determined by GEOID03.
 BJ4177
 BJ4177;                    North         East     Units Scale Factor Converg.
 BJ4177;SPC LA S     -   232,606.628 1,083,616.769   MT  0.99997946   +0 26 09.5
 BJ4177;SPC LA S     -   763,143.58  3,555,166.02   sFT  0.99997946   +0 26 09.5
 BJ4177;UTM  15      - 3,387,530.345   743,402.100   MT  1.00033091   +1 17 33.7
 BJ4177
 BJ4177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4177!SPC LA S     -   1.00000030  x   0.99997946  =   0.99997976
 BJ4177!UTM  15      -   1.00000030  x   1.00033091  =   1.00033121
 BJ4177
 BJ4177|---------------------------------------------------------------------|
 BJ4177| PID    Reference Object                     Distance      Geod. Az  |
 BJ4177|                                                           dddmmss.s |
 BJ4177| CW2124 MT STEVENS RM 1                      29.823 METERS 08029     |
 BJ4177| BJ4178 HAMMOND MUNICIPAL TANK              APPROX.10.5 KM 1795315.9 |
 BJ4177| BJ4188 NATALBANY LUMBER CO TANK            APPROX. 5.7 KM 2024225.0 |
 BJ4177| CW2126 MT STEVENS RM 3                      28.078 METERS 31618     |
 BJ4177| BJ4190 INDEPENDENCE MUNICIPAL TANK         APPROX. 5.7 KM 3195703.5 |
 BJ4177| CW2125 MT STEVENS RM 2                      51.877 METERS 33205     |
 BJ4177| BJ4181 MT STEVENS 1939 AZ MK               APPROX. 0.5 KM 3542149.9 |
 BJ4177|---------------------------------------------------------------------|
 BJ4177
 BJ4177                          SUPERSEDED SURVEY CONTROL
 BJ4177
 BJ4177  NAD 83(1986)-  30 35 44.14693(N)    090 27 41.16522(W) AD(       ) 1
 BJ4177  NAD 27      -  30 35 43.46816(N)    090 27 40.84288(W) AD(       ) 1
 BJ4177  NGVD 29 (11/16/93)   25.2    (m)           83.     (f) GPS OBS        
 BJ4177
 BJ4177.Superseded values are not recommended for survey control.
 BJ4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4177.See file dsdata.txt to determine how the superseded data were derived.
 BJ4177
 BJ4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4340287530(NAD 83)
 BJ4177_MARKER: DD = SURVEY DISK
 BJ4177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4177_SP_SET: CONCRETE POST
 BJ4177_STAMPING: MT STEVENS 1939
 BJ4177_MARK LOGO: CGS   
 BJ4177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ4177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4177+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1992
 BJ4177
 BJ4177  HISTORY     - Date     Condition        Report By
 BJ4177  HISTORY     - 1939     MONUMENTED       CGS
 BJ4177  HISTORY     - 1939     GOOD             CGS
 BJ4177  HISTORY     - 1954     GOOD             CGS
 BJ4177  HISTORY     - 1961     GOOD             CGS
 BJ4177  HISTORY     - 1967     GOOD             CGS
 BJ4177  HISTORY     - 1970     GOOD             NGS
 BJ4177  HISTORY     - 19921114 GOOD             NOS
 BJ4177
 BJ4177                          STATION DESCRIPTION
 BJ4177
 BJ4177'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4177'THE STATION IS LOCATED ABOUT 1-1/2 MILES, AIRLINE, NE OF
 BJ4177'TICKFAW.  IN THE NW CORNER OF SECTION 25, T 5 S, R 7 E. ON
 BJ4177'LAND OWNED BY THE MT. STEVENS CEMETERY.  ON THE TOP OF THE
 BJ4177'S END OF A LOW HILL ON THE E SIDE OF THE ROAD.  IN A GROUP OF OAK
 BJ4177'TREES.  106 FEET E OF THE CENTER LINE OF A GRAVELED HIGHWAY.
 BJ4177'103 FEET W OF THE W FENCE OF THE MT. STEVENS CEMETERY.  AND
 BJ4177'16 FEET S OF AN E AND W FENCE.  THE MARK
 BJ4177'PROJECTS 4 INCHES, AND IS STAMPED MT. STEVENS 1939.
 BJ4177'
 BJ4177'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4177'DISKS SET IN CONCRETE.
 BJ4177'
 BJ4177'REFERENCE MARK NO. 1 IS 97.84 FEET, (29.825 METERS), E OF THE
 BJ4177'STATION.  1 FOOT S OF AN E AND W FENCE, AND 3 FEET W OF THE
 BJ4177'W CEMETERY FENCE.  THE MARK PROJECTS 4 INCHES ABOVE
 BJ4177'GROUND, AND IS STAMPED MT. STEVENS NO. 1 1939.
 BJ4177'
 BJ4177'REFERENCE MARK NO. 2 IS 170.19 FEET, (51.877 METERS), NNW OF THE
 BJ4177'STATION.  27 FEET E OF THE CENTER LINE OF THE GRAVELED HIGHWAY.
 BJ4177'IN A N AND S FENCE LINE. AND 135 FEET N OF A SW FENCE CORNER.
 BJ4177'THE MARK PROJECTS 4 INCHES, AND IS STAMPED MT.
 BJ4177'STEVENS NO. 2 1939.
 BJ4177'
 BJ4177'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NNW OF THE STATION,
 BJ4177'IN A S FENCE OF A LANE INTO A FARMHOUSE.  52 FEET W OF THE
 BJ4177'CENTER LINE OF A GRAVELED ROAD.  AND 25 FEET W OF A NE FENCE
 BJ4177'CORNER.  THE MARK PROJECTS 4 INCHES ABOVE GROUND,
 BJ4177'AND IS STAMPED MT. STEVENS 1939.  TO REACH THE MARK FROM THE
 BJ4177'STATION, DRIVE N ON THE GRAVELED ROAD 0.35 MILE TO THE LANE
 BJ4177'INTO THE FARMHOUSE AND THE MARK ON THE LEFT, (W) SIDE OF THE
 BJ4177'ROAD.
 BJ4177'
 BJ4177'TO REACH THE STATION FROM THE FIRST STREET CROSSING THE
 BJ4177'RAILROAD TRACKS S OF THE DEPOT IN TICKFAW, DRIVE E ON A
 BJ4177'GRAVELED ROAD FOR 1.35 MILES TO A CROSS ROADS.  TURN LEFT AND
 BJ4177'GO N ON A GRAVELED ROAD FOR 0.75 MILE TO A POINT HALF-WAY UP
 BJ4177'A SMALL HILL.  LEAVE ROAD, TURNING RIGHT ACROSS A CULVERT,
 BJ4177'AND GO NE THROUGH THE TREES FOR 0.05 MILE TO THE TOP OF THE
 BJ4177'HILL AND THE STATION.
 BJ4177'
 BJ4177'A 37-FOOT TOWER WILL SEE A 90-FOOT TOWER AT COSTANZA.
 BJ4177'
 BJ4177'A 50-FOOT TOWER WILL SEE A 116-FOOT TOWER AT SUMMERALL ECC.
 BJ4177'
 BJ4177'A 50-FOOT TOWER WILL SEE A 116-FOOT TOWER AT BUELL (L.G.S.).
 BJ4177'
 BJ4177'A 77-FOOT TOWER WILL SEE A 116-FOOT TOWER AT FUNSTON ECC.
 BJ4177'
 BJ4177'A 77-FOOT TOWER WILL SEE A 90-FOOT TOWER AT HOLY HILL.
 BJ4177'
 BJ4177'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4177
 BJ4177                          STATION RECOVERY (1939)
 BJ4177
 BJ4177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 BJ4177'RECOVERED IN GOOD CONDITION.
 BJ4177
 BJ4177                          STATION RECOVERY (1954)
 BJ4177
 BJ4177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4177'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN
 BJ4177'GOOD CONDITION.  THE FENCE LINES MENTIONED IN THE ORIGINAL
 BJ4177'DESCRIPTION HAVE BEEN CHANGED.  A NEW DESCRIPTION FOLLOWS--
 BJ4177'
 BJ4177'THE STATION IS LOCATED ABOUT 1.5 MI. NE OF TICKFAW, AT THE
 BJ4177'S END OF A LOW KNOLL, AND ON LAND OWNED BY THE MT. STEVENS
 BJ4177'CEMETERY.  IT IS 106 FT. E OF THE CENTERLINE OF STATE ROAD
 BJ4177'297, 79 FT. W OF THE W FENCE OF THE CEMETERY, 16 FT. S OF
 BJ4177'AN E-W FENCE, AND 79 FT. E OF A TELEPHONE POLE.  IT IS A
 BJ4177'STANDARD DISK, STAMPED MT STEVENS 1939 AND PROJECTS 4 IN.
 BJ4177'
 BJ4177'REFERENCE MARK 1 IS 97.84 FT. E OF THE STATION, 3 FT. S OF
 BJ4177'AN E-W FENCE LINE, AND 18 FT. E OF A T-FENCE CORNER.  IT IS
 BJ4177'IN THE NW CORNER OF THE CEMETERY, AND 29 FT. N OF THE HEADSTONE
 BJ4177'OF HUMBERT W. HULL.  IT IS A STANDARD DISK, STAMPED MT STEVENS
 BJ4177'NO 1 1939 AND PROJECTS 4 IN.
 BJ4177'
 BJ4177'REFERENCE MARK 2 IS 170.19 FT. N-NW OF THE STATION, 27 FT.
 BJ4177'E OF THE CENTERLINE OF STATE ROAD 297, AND 3 FT. W OF A N-S
 BJ4177'FENCE LINE.  IT IS A STANDARD DISK, STAMPED MT STEVENS NO 2
 BJ4177'1939 AND PROJECTS 10 IN.
 BJ4177'
 BJ4177'THE AZIMUTH MARK IS 0.35 MI. N-NW OF THE STATION, ON THE
 BJ4177'S SIDE OF A DIM ROAD, 52 FT. W OF THE CENTERLINE OF STATE
 BJ4177'ROAD 297, 11 FT. N OF A POWER POLE, 25 FT. W OF A FENCE AND
 BJ4177'THE S END OF A GATE, AND IN AN OPEN FIELD.  IT IS A STANDARD
 BJ4177'DISK, STAMPED MT STEVENS 1939 AND PROJECTS 2 IN.
 BJ4177'THE MARK IS VISIBLE FROM THE STATION WITH A SMALL AMOUNT OF
 BJ4177'CLEARING.
 BJ4177'
 BJ4177'TO REACH THE STATION FROM THE FIRST STREET CROSSING S OF THE
 BJ4177'ILLINOIS CENTRAL RAILROAD STATION IN TICKFAW, GO E ON A
 BJ4177'GRAVEL ROAD FOR 1.35 MI. TO A CROSSROAD, TURN LEFT AND GO
 BJ4177'0.75 MI. TO A DIM SIDE ROAD RIGHT AT THE MIDDLE OF THE GRADE
 BJ4177'(ENTRANCE TO THE CEMETERY), TURN RIGHT AND GO 0.05 MI. TO THE TOP
 BJ4177'OF THE HILL AND THE STATION.
 BJ4177
 BJ4177                          STATION RECOVERY (1961)
 BJ4177
 BJ4177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 BJ4177'THE STATION WAS VISITED 7-5-61 AND THE STATION MARK, AZIMUTH
 BJ4177'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 BJ4177'CONDITION.  THE AZIMUTH MARK IS VISIBLE FROM THE STATION.  THE
 BJ4177'LOUISIANA STATE HIGHWAY REQUESTED THAT REFERENCE MARK NO. 2
 BJ4177'BE RESET THIS WAS DONE BY ESTABLISHING REFERENCE MARK NO. 3.
 BJ4177'THE DISK FOR REFERENCE MARK NO. 2 WAS RECLAIMED.  A NEW
 BJ4177'DESCRIPTION FOLLOWS--
 BJ4177'
 BJ4177'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF TICKFAW AT
 BJ4177'THE SOUTH END OF A LOW HILL, ON LAND OWNED BY THE MT. STEVENS
 BJ4177'CHURCH AND CEMETERY AND NEAR THE WEST END OF THE CEMETERY,
 BJ4177'106 FEET EAST OF THE CENTER OF STATE HIGHWAY 297, 79 FEET
 BJ4177'WEST OF THE WEST BOUNDARY FENCE OF THE CEMETERY AND 16 FEET
 BJ4177'SOUTH OF AN EAST-WEST FENCE LINE WHICH IS THE SOUTH EDGE OF A
 BJ4177'PASTURE.  IT IS A STANDARD DISK, STAMPED MT STEVENS 1939,
 BJ4177'PROJECTING 4 INCHES.
 BJ4177'
 BJ4177'REFERENCE MARK NO. 1 IS 97.84 FEET EAST OF THE STATION IN THE
 BJ4177'NORTHWEST CORNER OF THE CEMETERY, 3 FEET SOUTH OF THE EAST-WEST
 BJ4177'FENCE LINE, 18 FEET EAST OF A T FENCE CORNER AND 29 FEET NORTH
 BJ4177'OF THE HEADSTONE OF HUMBERT W. HULL.  IT IS A STANDARD DISK
 BJ4177'STAMPED MT STEVENS NO 1 1939, PROJECTING 4 INCHES.
 BJ4177'
 BJ4177'REFERENCE MARK NO. 3 IS 92.11 FEET NORTH-NORTHWEST OF THE
 BJ4177'STATION, 39.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BJ4177'297, 50 FEET NORTH OF A FENCE CORNER AND 1 FOOT NORTH OF
 BJ4177'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED MT
 BJ4177'STEVENS NO 3 1939, PROJECTING 6 INCHES.
 BJ4177'
 BJ4177'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 167.9
 BJ4177'FEET.
 BJ4177'
 BJ4177'THE AZIMUTH MARK IS 0.35 MILE NORTH-NORTHWEST OF THE STATION
 BJ4177'AT A GATE INTO A FIELD OR PASTURE, 51.5 FEET WEST OF THE
 BJ4177'CENTERLINE OF THE HIGHWAY, 77 FEET EAST OF A LONE 2-FOOT
 BJ4177'PINE TREE, 10.8 FEET NORTH OF TELEPHONE POLE NO. 58, 11.5
 BJ4177'FEET WEST OF A GATE, 8 FEET SOUTH OF THE CENTER OF A DIM FIELD
 BJ4177'ROAD, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A
 BJ4177'STANDARD DISK, STAMPED MT STEVENS 1939, FLUSH WITH THE GROUND.
 BJ4177'
 BJ4177'TO REACH THE STATION FROM THE FIRST ROAD CROSSING SOUTH OF
 BJ4177'THE ILLINOIS CENTRAL RAILROAD STATION AT TICKFAW, GO EAST ON
 BJ4177'BLACK TOP ROAD FOR 1.35 MILES TO A CROSSROAD, TURN LEFT AND GO
 BJ4177'NORTH FOR 0.75 MILE TO THE MT. STEVENS CEMETERY AND THE STATION
 BJ4177'ON THE RIGHT, CONTINUE NORTH FOR 0.35 MILE TO THE AZIMUTH
 BJ4177'MARK ON THE LEFT.
 BJ4177
 BJ4177                          STATION RECOVERY (1967)
 BJ4177
 BJ4177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RT)
 BJ4177'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN
 BJ4177'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ4177'
 BJ4177'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF TICKFAW,
 BJ4177'ON A KNOLL NEAR THE MT. STEVENS CEMETERY ON STATE HIGHWAY
 BJ4177'1065.  THE STATION IS SET TO THE EAST OF STATE HIGHWAY 1065,
 BJ4177'102.15 FEET FROM THE CENTERLINE, 38.80 FEET SOUTHWEST OF A
 BJ4177'24 INCH WATER OAK, 38.10 FEET WEST OF THE CEMETERY FENCE,
 BJ4177'AND 15.0 FEET NORTH OF THE DRIVE LEADING TO THE CEMETERY.
 BJ4177'
 BJ4177'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A
 BJ4177'SQUARE CONCRETE POST THAT IS PROJECTING ABOUT 2 INCHES ABOVE
 BJ4177'THE SURFACE OF THE GROUND.  STATION IS STAMPED MT. STEVENS
 BJ4177'1939.
 BJ4177'
 BJ4177'REFERENCE NO. 1 IS 97.70 FEET EAST OF THE STATION, 3 FEET
 BJ4177'SOUTH OF AN EAST-WEST FENCELINE, AND IS 29 FEET NORTH OF THE
 BJ4177'HEADSTONE OF HUMBERT W. HULL.  THE MARK IS A STANDARD BRONZE
 BJ4177'DISK SET IN A SQUARE CONCRETE POST.  STATION IS STAMPED MT.
 BJ4177'STEVENS NO. 1 1939.
 BJ4177'
 BJ4177'REFERENCE MARK NO. 3 IS SET 92.0 FEET NORTHWEST OF THE STATION
 BJ4177'1.0 FEET WEST OF A NORTH-SOUTH FENCELINE ALONG STATE HIGHWAY.
 BJ4177'THE MARK IS 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 BJ4177'STATION IS STAMPED MT. STEVENS NO. 3 1939.
 BJ4177'
 BJ4177'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51
 BJ4177'AND STATE HIGHWAY 442, FOLLOW STATE HIGHWAY 442 EAST FOR
 BJ4177'1.35 MILES TO ITS INTERSECTION WITH STATE HIGHWAY 1065, THENCE
 BJ4177'NORTH ALONG STATE HIGHWAY 1065 FOR 0.75 MILES TO THE STATION
 BJ4177'WHICH IS SET TO THE EAST OF THE HIGHWAY.
 BJ4177'
 BJ4177'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4177
 BJ4177                          STATION RECOVERY (1970)
 BJ4177
 BJ4177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4177'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 3 AND THE AZIMUTH MARK
 BJ4177'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE 1961
 BJ4177'RECOVERY NOTE.
 BJ4177'
 BJ4177'A CHECK FOR DISTANCE AND DIRECTION TO THE MARKS WAS MADE AND WERE
 BJ4177'FOUND ADEQUATE.
 BJ4177'
 BJ4177'THE LAND ON WHICH STATION IS ESTABLISHED IS STILL OWNED BY THE
 BJ4177'MT. STEVENS CEMETERY BOARD.  THE LOCATION OF THE STATION IS ADEQUATE
 BJ4177'BUT DUE TO CHANGING OF STATE HIGHWAY NUMBERS A NEW ROUTE TO STATION
 BJ4177'FOLLOWS.
 BJ4177'
 BJ4177'TO REACH FROM THE POST OFFICE IN TICKFAW, GO SOUTH ON U.S. HIGHWAY 51
 BJ4177'FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON STATE
 BJ4177'HIGHWAY 442 FOR 1.45 MILES TO A CROSSROADS.  TURN LEFT AND GO NORTH
 BJ4177'ON STATE HIGHWAY 1065 FOR 1.8 MILES TO AN ENTRANCE TO THE CEMETERY ON
 BJ4177'THE RIGHT, EAST SIDE OF HIGHWAY.  THE STATION IS 106 FEET EAST OF THE
 BJ4177'CENTER LINE OF STATE HIGHWAY 1065.  CONTINUE NORTH ON STATE
 BJ4177'HIGHWAY 1065 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST
 BJ4177'SIDE OF HIGHWAY.  CONTINUE NORTH ON STATE HIGHWAY 1065 FOR 0.05
 BJ4177'MILE TO (LGS) MARK ON THE LEFT, WEST SIDE OF HIGHWAY.
 BJ4177'
 BJ4177'53D015 IS A STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED 53D015,
 BJ4177'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4177'FLUSH WITH THE GROUND.  IT IS 39.5 FEET WEST OF THE CENTERLINE OF
 BJ4177'HIGHWAY, 2 FEET EAST OF FENCELINE AND 1.9 FEET WEST OF METAL
 BJ4177'WITNESS POST WITH SIGN ATTACHED.
 BJ4177'
 BJ4177'NO DISTANCE BETWEEN REFERENCE MARKS DUE TO FENCE BEING IN LINE.
 BJ4177'
 BJ4177'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4177'
 BJ4177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--TWO MILES NORTHEAST
 BJ4177'OF TICKFAW.
 BJ4177
 BJ4177                          STATION RECOVERY (1992)
 BJ4177
 BJ4177'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ4177'THE SATION IS LOCATED ABOUT 1.5 MI (2.41 KM) NORTHEAST OF TICKFAW, ON
 BJ4177'A KNOLL NEAR THE MT. STEVENS CEMENTARY ON STATE HIGHWAY 1065.  THE
 BJ4177'STATION IS SET TO THE EAST OF STATE HIGHWAY 1065, 102.15 FT
 BJ4177'(31.14 M) FROM THE CENTERLINE.
 BJ4177'TO REACH THE STATION FROM THE FIRST ROAD CROSSING SOUTH OF THE
 BJ4177'ILLINOIS CENTRAL RAILROAD STATION AT TICKAFAW, GO EAST ON BLACK TOP
 BJ4177'ROAD FOR 1.35 MI (2.17 KM) TO A CROSS ROAD, TURN LEFT AND GO NORTH
 BJ4177'FOR 0.75 MI (1.21 KM) TO THE MT. STEVENS CEMETERY AND THE STATION ON
 BJ4177'THE RIGHT.
 BJ4177'THE STATION IS A STATNDARD BRONZE DISK SET IN A SQUARE MONUMENT
 BJ4177'PROJECTING 0.05 M (0.16 FT) STAMPED ---MT STEVENS 1939--- 5.35 M
 BJ4177'(17.55 FT) S OF A BARBED FENCE,4.85 M (2.79 FT) S OF A METAL WITNESS
 BJ4177'POST, 13.1 M (42.98 FT) SW OF THE NW CORNER OF CEMETERY, 10.4 M
 BJ4177'(34.12 FT) SW OF LARGE OAK NEAR NW CORNER OF CEMETERY, 11.7 M
 BJ4177'(38.39 FT) W OF WEST FENCE AROUND CEMETERY, 21.7 M (71.19 FT) NW OF
 BJ4177'METAL FLAGPOLE BY MARBLE PLAQUE, 9.9 M (32.48 FT) NE OF CENTERLINE OF
 BJ4177'GRAVEL DRIVE OF MOST NORTHERLY OF 2 ENTRANCES TO CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4181 ***********************************************************************
 BJ4181  DESIGNATION -  MT STEVENS 1939 AZ MK
 BJ4181  PID         -  BJ4181
 BJ4181  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4181  USGS QUAD   -  HAMMOND (1994)
 BJ4181
 BJ4181                         *CURRENT SURVEY CONTROL
 BJ4181  ___________________________________________________________________
 BJ4181* NAD 83(1992)-  30 36 01.32260(N)    090 27 43.12905(W)     ADJUSTED  
 BJ4181* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 BJ4181  ___________________________________________________________________
 BJ4181  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ4181  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4181
 BJ4181  HORZ ORDER  -  SECOND
 BJ4181
 BJ4181.The horizontal coordinates were established by classical geodetic methods
 BJ4181.and adjusted by the National Geodetic Survey in January 1993..
 BJ4181
 BJ4181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4181
 BJ4181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4181
 BJ4181.The geoid height was determined by GEOID03.
 BJ4181
 BJ4181;                    North         East     Units Scale Factor Converg.
 BJ4181;SPC LA S     -   233,135.626 1,083,560.496   MT  0.99998032   +0 26 08.5
 BJ4181;SPC LA S     -   764,879.13  3,554,981.39   sFT  0.99998032   +0 26 08.5
 BJ4181;UTM  15      - 3,388,058.628   743,337.900   MT  1.00033053   +1 17 33.4
 BJ4181
 BJ4181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4181!SPC LA S     -   1.00000054  x   0.99998032  =   0.99998086
 BJ4181!UTM  15      -   1.00000054  x   1.00033053  =   1.00033107
 BJ4181
 BJ4181                          SUPERSEDED SURVEY CONTROL
 BJ4181
 BJ4181  NAD 83(1986)-  30 36 01.33864(N)    090 27 43.12654(W) AD(       ) 2
 BJ4181  NAD 27      -  30 36 00.66035(N)    090 27 42.80416(W) AD(       ) 2
 BJ4181  NGVD 29 (07/19/86)   23.7    (m)           78.     (f) VERT ANG       
 BJ4181
 BJ4181.Superseded values are not recommended for survey control.
 BJ4181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4181.See file dsdata.txt to determine how the superseded data were derived.
 BJ4181
 BJ4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4333888059(NAD 83)
 BJ4181_MARKER: DZ = AZIMUTH MARK DISK
 BJ4181_SETTING: 0 = UNSPECIFIED SETTING
 BJ4181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4181
 BJ4181  HISTORY     - Date     Condition        Report By
 BJ4181  HISTORY     - 1967     MONUMENTED       CGS
 BJ4181
 BJ4181                          STATION DESCRIPTION
 BJ4181
 BJ4181'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RT)
 BJ4181'TO REACH FROM THE POST OFFICE IN TICKFAW, GO SOUTH ON U.S. HIGHWAY 51
 BJ4181'FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON STATE
 BJ4181'HIGHWAY 442 FOR 1.45 MILES TO A CROSSROADS.  TURN LEFT AND GO NORTH
 BJ4181'ON STATE HIGHWAY 1065 FOR 1.8 MILES TO AN ENTRANCE TO THE CEMETERY
 BJ4181'ON THE RIGHT, EAST SIDE OF HIGHWAY.  THE STATION IS 106 FEET EAST
 BJ4181'OF THE CENTERLINE OF STATE HIGHWAY 1065.  CONTINUE NORTH ON STATE
 BJ4181'HIGHWAY 1065 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT,
 BJ4181'WEST SIDE OF HIGHWAY.
 BJ4181'
 BJ4181'THE AZIMUTH MARK IS 0.35 MILE NORTH-NORTHWEST OF THE STATION AT A
 BJ4181'GATE INTO A FIELD OR PASTURE, 51.5 FEET WEST OF THE CENTERLINE OF
 BJ4181'THE HIGHWAY, 77 FEET EAST OF A LONE 2-FOOT PINE TREE, 10.8 FEET
 BJ4181'NORTH OF TELEPHONE POLE NO. 58, 11.5 FEET WEST OF A GATE, 8 FEET
 BJ4181'SOUTH OF THE CENTER OF A DIM FIELD ROAD, AND 1 FOOT NORTHWEST OF
 BJ4181'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED MT STEVENS
 BJ4181'1939, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1260 ***********************************************************************
 AT1260  DESIGNATION -  MUCK 1966
 AT1260  PID         -  AT1260
 AT1260  STATE/COUNTY-  LA/ST BERNARD
 AT1260  USGS QUAD   -  LENA LAGOON (1993)
 AT1260
 AT1260                         *CURRENT SURVEY CONTROL
 AT1260  ___________________________________________________________________
 AT1260* NAD 83(1992)-  29 50 24.27409(N)    089 37 26.70931(W)     ADJUSTED  
 AT1260* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 AT1260  **This station is located in a subsidence area (see below).
 AT1260  ___________________________________________________________________
 AT1260  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1260  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AT1260
 AT1260  HORZ ORDER  -  SECOND
 AT1260
 AT1260.The horizontal coordinates were established by classical geodetic methods
 AT1260.and adjusted by the National Geodetic Survey in May 1994..
 AT1260
 AT1260 ** The orthometric height has not been validated since last determined
 AT1260 ** by differential leveling and should not be used for control purposes.
 AT1260 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1260 ** area with valid NAVD 88 orthometric heights.
 AT1260 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1260 ** epoch indicated which incorporates improved geoid heights for the
 AT1260 ** Southern Louisiana Subsidence area.
 AT1260 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1260
 AT1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1260
 AT1260.The geoid height was determined by GEOID03.
 AT1260
 AT1260;                    North         East     Units Scale Factor Converg.
 AT1260;SPC LA S     -   149,771.824 1,165,164.968   MT  0.99992966   +0 51 16.7
 AT1260;SPC LA S     -   491,376.39  3,822,712.07   sFT  0.99992966   +0 51 16.7
 AT1260;UTM  16      - 3,303,954.872   246,463.103   MT  1.00039318   -1 18 23.0
 AT1260
 AT1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1260!SPC LA S     -   1.00000358  x   0.99992966  =   0.99993324
 AT1260!UTM  16      -   1.00000358  x   1.00039318  =   1.00039677
 AT1260
 AT1260|---------------------------------------------------------------------|
 AT1260| PID    Reference Object                     Distance      Geod. Az  |
 AT1260|                                                           dddmmss.s |
 AT1260| AT1258 MISS RIV GULF LT 103 NW COR           2.902 METERS 02434     |
 AT1260| AT1250 MISS RIV GULF OUTLET LT 104         244.326 METERS 02715     |
 AT1260| AT1259 MISS RIV GULF OUTLET LIGHT 103        1.449 METERS 08404     |
 AT1260| AT1251 MISS RIV GULF OUTLET LT 102         APPROX. 4.5 KM 1243711.5 |
 AT1260| AT1266 YSCLOSKEY MUNICIPAL TANK            APPROX. 6.7 KM 2712530.9 |
 AT1260| AT1264 SHELL BEACH RADIO MAST              APPROX. 5.4 KM 2870827.2 |
 AT1260| AT1265 MISS RIV GULF OUTLET LT 105         APPROX. 2.3 KM 2891210.2 |
 AT1260|---------------------------------------------------------------------|
 AT1260
 AT1260                          SUPERSEDED SURVEY CONTROL
 AT1260
 AT1260  NAD 83(1992)-  29 50 24.27830(N)    089 37 26.70517(W) AD(       ) 2
 AT1260  NAD 83(1986)-  29 50 24.28535(N)    089 37 26.70818(W) AD(       ) 2
 AT1260  NAD 27      -  29 50 23.54631(N)    089 37 26.50647(W) AD(       ) 2
 AT1260  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AT1260
 AT1260.Superseded values are not recommended for survey control.
 AT1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1260.See file dsdata.txt to determine how the superseded data were derived.
 AT1260
 AT1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4646303955(NAD 83)
 AT1260_MARKER: DS = TRIANGULATION STATION DISK
 AT1260_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1260+WITH SETTING: INFORMATION.
 AT1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1260
 AT1260  HISTORY     - Date     Condition        Report By
 AT1260  HISTORY     - 1966     MONUMENTED       CGS
 AT1260  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AT1260  HISTORY     - 1972     MARK NOT FOUND   NGS
 AT1260
 AT1260                          STATION DESCRIPTION
 AT1260
 AT1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1260'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF HOPEDALE,
 AT1260'ALONG THE SOUTH
 AT1260'BANK OF THE MISSISSIPPI RIVER GULF OUTLET AND UNDERNEATH
 AT1260'AND NEAR THE SOUTHWEST LEG OF
 AT1260'CHANNEL LIGHT NO 103.
 AT1260'
 AT1260'STATION MARK, A STANDARD DISK STAMPED MUCK 1966, IS CRIMPED TO THE
 AT1260'TOP OF A 5/8 INCH
 AT1260'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED IN
 AT1260'A 4 INCH ORANGEBURG PIPE WHICH
 AT1260'PROJECTS 1.6 FEET.  IT IS 11.9 FEET WEST-SOUTHWEST
 AT1260'OF THE NORTHEAST LEG, 8.6 FEET WEST-NORTHWEST OF
 AT1260'THE SOUTHWEST
 AT1260'LEG, 8.4 FET SOUTH OF THE NORTHWEST LEG AND 1.7 FEET NORTHEAST OF
 AT1260'THE SOUTHWEST LEG.
 AT1260'
 AT1260'NOTE- NO REFERENCE MARKS SET AT THIS STATION.
 AT1260'
 AT1260'NOTE- THE STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT1260'
 AT1260'HEIGHT OF LIGHT ABOVE STATION MARK 3.95 METERS.
 AT1260
 AT1260                          STATION RECOVERY (1969)
 AT1260
 AT1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1260'THIS STATION WAS SEARCHED BY HELICOPTER AND WAS APPARENTLY GONE AFTER
 AT1260'HURRICANE CAMILLE.  THE NAVAGATIONAL AID WAS OUT IN WATER.
 AT1260
 AT1260                          STATION RECOVERY (1972)
 AT1260
 AT1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 AT1260'STATION HAS BEEN DESTROYED.
 AT1260'
 AT1260'A HOLE WAS FOUND CUT IN THE DECK OF MISSISSIPPI RIVER GULF OUTLET
 AT1260'LIGHT NO. 103 NEAR THE SOUTHWEST LEG.  THE ORANGEBURG PIPE WAS GONE
 AT1260'AND NO EVIDENCE OF THE MARK OR BROKEN PIPE COULD BE SEEN BELOW THE
 AT1260'LIGHT PLATFORM.
 AT1260'
 AT1260'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.3 N. MI. WEST OF
 AT1260'YSCLOSKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0745 ***********************************************************************
 AV0745  DESIGNATION -  MUD
 AV0745  PID         -  AV0745
 AV0745  STATE/COUNTY-  LA/CAMERON
 AV0745  USGS QUAD   -  
 AV0745
 AV0745                         *CURRENT SURVEY CONTROL
 AV0745  ___________________________________________________________________
 AV0745* NAD 83(1992)-  29 37 24.62258(N)    092 45 50.51306(W)     ADJUSTED  
 AV0745* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0745  **This station is located in a subsidence area (see below).
 AV0745  ___________________________________________________________________
 AV0745  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0745  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AV0745
 AV0745  HORZ ORDER  -  SECOND
 AV0745
 AV0745.The horizontal coordinates were established by classical geodetic methods
 AV0745.and adjusted by the National Geodetic Survey in January 1993..
 AV0745
 AV0745 ** The orthometric height has not been validated since last determined
 AV0745 ** by differential leveling and should not be used for control purposes.
 AV0745 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0745 ** area with valid NAVD 88 orthometric heights.
 AV0745 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0745 ** epoch indicated which incorporates improved geoid heights for the
 AV0745 ** Southern Louisiana Subsidence area.
 AV0745 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0745.The orthometric height was scaled from a topographic map.
 AV0745
 AV0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0745
 AV0745.The geoid height was determined by GEOID03.
 AV0745
 AV0745;                    North         East     Units Scale Factor Converg.
 AV0745;SPC LA S     -   125,400.098   861,450.079   MT  0.99994729   -0 42 55.3
 AV0745;SPC LA S     -   411,416.82  2,826,274.13   sFT  0.99994729   -0 42 55.3
 AV0745;UTM  15      - 3,277,091.241   522,844.074   MT  0.99960644   +0 06 59.9
 AV0745
 AV0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0745!SPC LA S     -   1.00000405  x   0.99994729  =   0.99995134
 AV0745!UTM  15      -   1.00000405  x   0.99960644  =   0.99961049
 AV0745
 AV0745|---------------------------------------------------------------------|
 AV0745| PID    Reference Object                     Distance      Geod. Az  |
 AV0745|                                                           dddmmss.s |
 AV0745| CW1072 MUD RM 1                             17.182 METERS 08039     |
 AV0745| CW1071 MUD AZ MK                                          1162953.3 |
 AV0745| CW1073 MUD RM 2                             21.340 METERS 32139     |
 AV0745|---------------------------------------------------------------------|
 AV0745
 AV0745                          SUPERSEDED SURVEY CONTROL
 AV0745
 AV0745  NAD 83(1986)-  29 37 24.63809(N)    092 45 50.48577(W) AD(       ) 2
 AV0745  NAD 27      -  29 37 23.83000(N)    092 45 49.97200(W) AD(       ) 2
 AV0745
 AV0745.Superseded values are not recommended for survey control.
 AV0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0745.See file dsdata.txt to determine how the superseded data were derived.
 AV0745
 AV0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN2284477091(NAD 83)
 AV0745_MARKER: DS = TRIANGULATION STATION DISK
 AV0745_SETTING: 0 = UNSPECIFIED SETTING
 AV0745
 AV0745  HISTORY     - Date     Condition        Report By
 AV0745  HISTORY     - 1933     MONUMENTED       CGS
 AV0745
 AV0745                          STATION DESCRIPTION
 AV0745
 AV0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0745'LOCATED ABOUT 0.6 MILE W OF THE PRESENT MOUTH OF JOSEPH
 AV0745'HARBOR BAYOU ON THE GULF COAST, ON THE INSHORE EDGE OF A STRIP
 AV0745'OF SAND THROWN UP ON THE MARSH BEHIND A MUD SHELF, 25 METERS
 AV0745'FROM THE HIGH-WATER LINE AND 10 METERS FROM THE MARSH.  THE
 AV0745'SHORE LINE IN THIS VICINITY IS RECEDING.
 AV0745'
 AV0745'STATION MARK IS A STANDARD DISK SET IN TOP OF A 5-INCH BY
 AV0745'5-FOOT IRON OIL PIPE, EXTENDING 1 FOOT ABOVE THE GROUND.
 AV0745'PIPE IS FILLED WITH CONCRETE AND RESTS ON A 2 BY 4 STAKE.
 AV0745'
 AV0745'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AV0745'
 AV0745'REFERENCE MARK NO. 1 IS TO THE NE ON THE EDGE OF MARSH AND SAND
 AV0745'AND IS CAST AROUND A 2 BY 4 STAKE.
 AV0745'
 AV0745'REFERENCE MARK NO. 2 IS SIMILAR TO REFERENCE MARK NO. 1 TO
 AV0745'WESTWARD.
 AV0745'
 AV0745'AZIMUTH MARK IS SIMILAR TO STATION MARK EXCEPT POINT IS A
 AV0745'BRASS SCREW SET IN CONCRETE WITH SLOT TOWARD STATION.  LOCATED
 AV0745'ABOUT 1000 FEET TO EASTWARD ON BEACH.
 AV0745'
 AV0745'THIS STATION MAY BE REACHED BY BOAT ONLY.
 AV0745'
 AV0745'A 20-FOOT SIGNAL WAS SUFFICIENT TO SEE ALL STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2909 ***********************************************************************
 AU2909  DESIGNATION -  MUD 1934
 AU2909  PID         -  AU2909
 AU2909  STATE/COUNTY-  LA/JEFFERSON
 AU2909  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2909
 AU2909                         *CURRENT SURVEY CONTROL
 AU2909  ___________________________________________________________________
 AU2909* NAD 83(1992)-  29 28 21.67515(N)    090 01 28.20867(W)     ADJUSTED  
 AU2909* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2909  **This station is located in a subsidence area (see below).
 AU2909  ___________________________________________________________________
 AU2909  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AU2909  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AU2909
 AU2909  HORZ ORDER  -  THIRD
 AU2909
 AU2909.The horizontal coordinates were established by classical geodetic methods
 AU2909.and adjusted by the National Geodetic Survey in January 1993..
 AU2909
 AU2909 ** The orthometric height has not been validated since last determined
 AU2909 ** by differential leveling and should not be used for control purposes.
 AU2909 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2909 ** area with valid NAVD 88 orthometric heights.
 AU2909 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2909 ** epoch indicated which incorporates improved geoid heights for the
 AU2909 ** Southern Louisiana Subsidence area.
 AU2909 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2909.The orthometric height was scaled from a topographic map.
 AU2909
 AU2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2909
 AU2909.The geoid height was determined by GEOID03.
 AU2909
 AU2909;                    North         East     Units Scale Factor Converg.
 AU2909;SPC LA S     -   108,543.350 1,126,939.683   MT  0.99996794   +0 39 16.0
 AU2909;SPC LA S     -   356,112.64  3,697,301.28   sFT  0.99996794   +0 39 16.0
 AU2909;UTM  15      - 3,264,045.717   788,552.283   MT  1.00062751   +1 27 53.9
 AU2909;UTM  16      - 3,264,168.315   206,693.145   MT  1.00066166   -1 29 20.9
 AU2909
 AU2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2909!SPC LA S     -   1.00000387  x   0.99996794  =   0.99997181
 AU2909!UTM  15      -   1.00000387  x   1.00062751  =   1.00063138
 AU2909!UTM  16      -   1.00000387  x   1.00066166  =   1.00066553
 AU2909
 AU2909                          SUPERSEDED SURVEY CONTROL
 AU2909
 AU2909  NAD 83(1986)-  29 28 21.68903(N)    090 01 28.21515(W) AD(       ) 3
 AU2909  NAD 27      -  29 28 20.90200(N)    090 01 27.95400(W) AD(       ) 3
 AU2909
 AU2909.Superseded values are not recommended for survey control.
 AU2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2909.See file dsdata.txt to determine how the superseded data were derived.
 AU2909
 AU2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8855264046(NAD 83)
 AU2909_MARKER: DD = SURVEY DISK
 AU2909_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2909_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2909
 AU2909  HISTORY     - Date     Condition        Report By
 AU2909  HISTORY     - 1934     MONUMENTED       CGS
 AU2909  HISTORY     - 1952     GOOD             CGS
 AU2909  HISTORY     - 1954     GOOD             CGS
 AU2909
 AU2909                          STATION DESCRIPTION
 AU2909
 AU2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2909'AT THE NORTHWESTERN END OF MUD LAKE, ON A POINT AT THE MOUTH OF
 AU2909'BAYOU DOBRE WHERE IT ENTERS MUD LAKE, 23 METERS (75 FEET) FROM
 AU2909'THE END OF THE POINT, AND ABOUT 15 METERS (49 FEET) FROM THE
 AU2909'HIGH-WATER MARK ON BOTH SIDES OF THE POINT.  THE STATION IS
 AU2909'MARKED BY A STANDARD BRONZE HYDROGRAPHIC DISK SET IN CONCRETE
 AU2909'IN THE TOP OF A TILE.
 AU2909
 AU2909                          STATION RECOVERY (1952)
 AU2909
 AU2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2909'STATION WAS RECOVERED IN FAIR CONDITION.  THE PUBLISHED
 AU2909'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 AU2909'
 AU2909'STATION IS LOCATED ON A POINT OF LAND ON THE S SIDE OF BAYOU DOBRE
 AU2909'WHERE THE BAYOU ENTERS MUD LAKE, AND 1 FT. OFFSHORE.  IT IS
 AU2909'A STANDARD HYDROGRAPHIC-STATION DISK, STAMPED MUD 1934 AND SET
 AU2909'IN A CONCRETE-FILLED TILE.
 AU2909
 AU2909                          STATION RECOVERY (1954)
 AU2909
 AU2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHP)
 AU2909'MONUMENT IS NOW ABOUT 6 FT. NW OF THE HIGH WATER MARK ON THE
 AU2909'POINT OF LAND, AND IN ABOUT 3 FT. OF WATER.  MONUMENT PROJECTS
 AU2909'ABOUT 4 IN. ABOVE WATER ON THIS DATE AND IS STABLE.  IT IS STAMPED
 AU2909'MUD 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0632 ***********************************************************************
 AV0632  DESIGNATION -  MUDDY
 AV0632  PID         -  AV0632
 AV0632  STATE/COUNTY-  LA/VERMILION
 AV0632  USGS QUAD   -  REDFISH POINT (1979)
 AV0632
 AV0632                         *CURRENT SURVEY CONTROL
 AV0632  ___________________________________________________________________
 AV0632* NAD 83(1992)-  29 37 58.06948(N)    092 01 48.59486(W)     ADJUSTED  
 AV0632* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0632  ___________________________________________________________________
 AV0632  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AV0632  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AV0632
 AV0632  HORZ ORDER  -  SECOND
 AV0632
 AV0632.The horizontal coordinates were established by classical geodetic methods
 AV0632.and adjusted by the National Geodetic Survey in January 1993..
 AV0632
 AV0632.The orthometric height was scaled from a topographic map.
 AV0632
 AV0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0632
 AV0632.The geoid height was determined by GEOID03.
 AV0632
 AV0632;                    North         East     Units Scale Factor Converg.
 AV0632;SPC LA S     -   125,770.118   932,523.178   MT  0.99994624   -0 20 54.3
 AV0632;SPC LA S     -   412,630.80  3,059,453.13   sFT  0.99994624   -0 20 54.3
 AV0632;UTM  15      - 3,278,490.318   593,883.071   MT  0.99970875   +0 28 46.4
 AV0632
 AV0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0632!SPC LA S     -   1.00000404  x   0.99994624  =   0.99995028
 AV0632!UTM  15      -   1.00000404  x   0.99970875  =   0.99971279
 AV0632
 AV0632:                Primary Azimuth Mark                     Grid Az
 AV0632:SPC LA S     -  CHANNEL                                  184 15 47.1
 AV0632:UTM  15      -  CHANNEL                                  183 26 06.4
 AV0632
 AV0632|---------------------------------------------------------------------|
 AV0632| PID    Reference Object                     Distance      Geod. Az  |
 AV0632|                                                           dddmmss.s |
 AV0632| AV0159 CHANNEL                             APPROX. 6.1 KM 1835452.8 |
 AV0632| CW1074 MUDDY RM 1                           22.394 METERS 21153     |
 AV0632| CW1075 MUDDY RM 2                           27.868 METERS 29016     |
 AV0632| AV0645 BELLE IS BAYOU CONSERVATION TR      APPROX.11.2 KM 2943620.1 |
 AV0632|---------------------------------------------------------------------|
 AV0632
 AV0632                          SUPERSEDED SURVEY CONTROL
 AV0632
 AV0632  NAD 83(1986)-  29 37 58.09186(N)    092 01 48.58574(W) AD(       ) 2
 AV0632  NAD 27      -  29 37 57.32100(N)    092 01 48.13400(W) AD(       ) 2
 AV0632
 AV0632.Superseded values are not recommended for survey control.
 AV0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0632.See file dsdata.txt to determine how the superseded data were derived.
 AV0632
 AV0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9388378490(NAD 83)
 AV0632_MARKER: DS = TRIANGULATION STATION DISK
 AV0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0632
 AV0632  HISTORY     - Date     Condition        Report By
 AV0632  HISTORY     - 1933     MONUMENTED       CGS
 AV0632  HISTORY     - 1945     MARK NOT FOUND   ATRECO
 AV0632  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0632  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0632
 AV0632                          STATION DESCRIPTION
 AV0632
 AV0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0632'STATION IS ON THE POINT ABOUT 2 MILES NW OF THE N ENTRANCE
 AV0632'TO SOUTHWEST PASS (VERMILION BAY), IN THE MARSH ON THE NE
 AV0632'SIDE OF THE POINT, BEHIND A SHELL MOUND 2 FEET HIGH THROWN
 AV0632'UP BY THE BAY, AND 16 METERS (52 FEET) W OF THE SHORE LINE.  THE
 AV0632'BEACH IS WEARING BACK SLOWLY AND THE STATION IS COVERED WITH
 AV0632'WATER AT STORM-WATER STAGES.  THE STATION AND REFERENCE MARKS ARE
 AV0632'STANDARD BRONZE DISKS SET IN CONCRETE CYLINDERS.
 AV0632'
 AV0632'REFERENCE MARK NO. 1 IS IN THE MARSH AND 22.394 METERS (73.47
 AV0632'FEET) FROM THE STATION S 31 DEG 53 MIN W.
 AV0632'
 AV0632'REFERENCE MARK NO. 2 IS IN THE MARSH AND 27.868 METERS (91.43
 AV0632'FEET) FROM THE STATION N 69 DEG 44 MIN W.
 AV0632
 AV0632                          STATION RECOVERY (1945)
 AV0632
 AV0632'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1945 (LSW)
 AV0632'LETTER FROM L.S. WHATLEY, ATLANTIC REFINING COMPANY, COVINGTON,
 AV0632'LOUISIANA, DATED APRIL 14, 1945--
 AV0632'
 AV0632'STATION MARKER COULD NOT BE FOUND.
 AV0632'
 AV0632'REFERENCE MARK 1 WAS NOT FOUND BUT COULD BE COVERED BY EXISTING
 AV0632'SHORELINE SHELLBANK.
 AV0632'
 AV0632'REFERENCE MARK 2 WAS FOUND WASHED OUT AND DISPLACED FROM
 AV0632'ORIGINAL POSITION.
 AV0632'
 AV0632'ORIGINAL LOCATION OF STATION WAS TENTATIVELY ESTABLISHED IN
 AV0632'WATER 40 FEET FROM SHORELINE, AND 94 FEET N 54 DEG 22 MIN E
 AV0632'FROM UNIDENTIFIED STATION DESCRIBED AS FOLLOWS--2-INCH
 AV0632'IRON PIPE IN 8- BY 8-INCH CONCRETE POST, MARKED MON. A,
 AV0632'43, T.T. CO., AND SURMOUNTED BY A 12-FOOT SOLIDLY BUILT
 AV0632'OBSERVATION TOWER.
 AV0632
 AV0632                          STATION RECOVERY (1948)
 AV0632
 AV0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0632'NOT RECOVERED.
 AV0632'
 AV0632'A THOROUGH SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS.
 AV0632'THE STATION AND REFERENCE MARK 2 WERE NOT FOUND.  REFERENCE
 AV0632'MARK 1 WAS FOUND OUT OF POSITION IN THE WATER AND THE DISK
 AV0632'WAS REMOVED.
 AV0632'
 AV0632'EROSION OF THE POINT HAS PROBABLY DESTROYED ALL THE MARKS.
 AV0632'REFERENCE MARK DISK STAMPED MUDDY NO 1 1933 RECEIVED AT THIS
 AV0632'OFFICE 2/12/49.
 AV0632
 AV0632                          STATION RECOVERY (1966)
 AV0632
 AV0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0632'STATION WAS REPORTED LOST IN 1948 BY C.W.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2884 ***********************************************************************
 CQ2884  DESIGNATION -  MUDDY
 CQ2884  PID         -  CQ2884
 CQ2884  STATE/COUNTY-  LA/BIENVILLE
 CQ2884  USGS QUAD   -  BIENVILLE (1986)
 CQ2884
 CQ2884                         *CURRENT SURVEY CONTROL
 CQ2884  ___________________________________________________________________
 CQ2884* NAD 83(1992)-  32 15 28.42351(N)    092 52 38.40789(W)     ADJUSTED  
 CQ2884* NAVD 88     -        79.2    (meters)     260.     (feet)  VERTCON   
 CQ2884  ___________________________________________________________________
 CQ2884  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CQ2884  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ2884
 CQ2884  HORZ ORDER  -  SECOND
 CQ2884
 CQ2884.The horizontal coordinates were established by classical geodetic methods
 CQ2884.and adjusted by the National Geodetic Survey in January 1993..
 CQ2884
 CQ2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2884
 CQ2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2884
 CQ2884.The geoid height was determined by GEOID03.
 CQ2884
 CQ2884;                    North         East     Units Scale Factor Converg.
 CQ2884;SPC LA N     -   194,969.883   964,447.022   MT  0.99993230   -0 11 58.2
 CQ2884;SPC LA N     -   639,663.69  3,164,189.94   sFT  0.99993230   -0 11 58.2
 CQ2884;UTM  15      - 3,569,028.638   511,553.771   MT  0.99960165   +0 03 55.7
 CQ2884
 CQ2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2884!SPC LA N     -   0.99999159  x   0.99993230  =   0.99992389
 CQ2884!UTM  15      -   0.99999159  x   0.99960165  =   0.99959324
 CQ2884
 CQ2884|---------------------------------------------------------------------|
 CQ2884| PID    Reference Object                     Distance      Geod. Az  |
 CQ2884|                                                           dddmmss.s |
 CQ2884| CY4284 MUDDY RM 2                           11.084 METERS 00145     |
 CQ2884| CQ2885 MUDDY LADH RM 1 1971                 10.850 METERS 18146     |
 CQ2884| CY4282 MUDDY AZ MK                                        3484629.5 |
 CQ2884|---------------------------------------------------------------------|
 CQ2884
 CQ2884                          SUPERSEDED SURVEY CONTROL
 CQ2884
 CQ2884  NAD 83(1986)-  32 15 28.43715(N)    092 52 38.39852(W) AD(       ) 2
 CQ2884  NAD 27      -  32 15 27.87537(N)    092 52 37.83424(W) AD(       ) 2
 CQ2884  NGVD 29 (07/19/86)   79.3    (m)          260.     (f) VERT ANG       
 CQ2884
 CQ2884.Superseded values are not recommended for survey control.
 CQ2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2884.See file dsdata.txt to determine how the superseded data were derived.
 CQ2884
 CQ2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1155469029(NAD 83)
 CQ2884_MARKER: DD = SURVEY DISK
 CQ2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2884_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2884
 CQ2884  HISTORY     - Date     Condition        Report By
 CQ2884  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2884
 CQ2884                          STATION DESCRIPTION
 CQ2884
 CQ2884'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2884'THE STATION IS LOCATED 2 MILES NORTH OF FRIENDSHIP, 11 MILES
 CQ2884'NORTHWEST OF JONESBORO AND 17 MILES EAST OF CASTOR, IN THE NORTHWEST
 CQ2884'1/4 OF SECTION 27, T15N, R5W, AND ON THE PROPERTY OWNED BY THE
 CQ2884'LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ2884'
 CQ2884'TO REACH THE STATION FROM THE FRIENDSHIP BAPTIST CHURCH (ON STATE
 CQ2884'HIGHWAY 155), DRIVE EAST AND NORTH ALONG STATE HIGHWAY 155 FOR
 CQ2884'1.7 MILES TO THE STATION WHICH IS SET ON THE RIGHT AND EAST OF THE
 CQ2884'HIGHWAY NEAR A DIRT ROAD AND A PINE TREE.
 CQ2884'
 CQ2884'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG STATE
 CQ2884'HIGHWAY 155 FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF
 CQ2884'THE HIGHWAY NORTH OF A GRAVEL ROAD.
 CQ2884'
 CQ2884'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ2884'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2884'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CQ2884'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2884'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ2884'STAMPED MUDDY 1971.  THE MARK IS 135 FEET NORTH-NORTHWEST OF A 24
 CQ2884'INCH PINE TREE, 66 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 47
 CQ2884'FEET EAST OF THE CENTER OF STATE HIGHWAY 155, 34 FEET
 CQ2884'SOUTH-SOUTHWEST OF A 10 INCH PINE TREE, AND 2 FEET NORTH OF A
 CQ2884'METAL WITNESS POST AND SIGN.
 CQ2884'
 CQ2884'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2884'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2884'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2884'GROUND.  IT IS STAMPED MUDDY R.M. 1 1971.  IT IS 100 FEET
 CQ2884'NORTH-NORTHWEST OF A 24 INCH PINE TREE, 95 FEET NORTH-NORTHWEST
 CQ2884'OF A POWER POLE, 70 FEET SOUTH-SOUTHWEST OF A 10 INCH PINE TREE,
 CQ2884'AND 45 FEET EAST OF THE CENTER OF STATE HIGHWAY 155.
 CQ2884'
 CQ2884'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2884'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2884'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ2884'STAMPED MUDDY R.M. 2 1971.  IT IS 75 FEET SOUTHEAST OF HIGHWAY
 CQ2884'MILE POST NO. 37, 50 FEET EAST OF THE CENTER OF STATE HIGHWAY 155,
 CQ2884'30 FEET SOUTH-SOUTHEAST OF THE CENTER OF A DIRT ROAD, AND 9
 CQ2884'FEET WEST OF A 10 INCH PINE TREE.
 CQ2884'
 CQ2884'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2884'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2884'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ2884'STAMPED MUDDY AZ.MK. 1971.  IT IS 300 FEET NORTH-NORTHWEST OF THE
 CQ2884'CENTER OF A GRAVEL ROAD, 62 FEET NORTHEAST OF THE CENTER OF STATE
 CQ2884'HIGHWAY 155, AND 11.5 FEET NORTHEAST OF A METAL WITNESS POST AND
 CQ2884'SIGN.
 CQ2884'
 CQ2884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1433 ***********************************************************************
 AT1433  DESIGNATION -  MUENCH
 AT1433  PID         -  AT1433
 AT1433  STATE/COUNTY-  LA/JEFFERSON
 AT1433  USGS QUAD   -  BARATARIA PASS (1993)
 AT1433
 AT1433                         *CURRENT SURVEY CONTROL
 AT1433  ___________________________________________________________________
 AT1433* NAD 83(1992)-  29 15 57.28905(N)    089 57 17.38080(W)     ADJUSTED  
 AT1433* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 AT1433  **This station is located in a subsidence area (see below).
 AT1433  ___________________________________________________________________
 AT1433  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1433  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT1433
 AT1433  HORZ ORDER  -  THIRD
 AT1433
 AT1433.The horizontal coordinates were established by classical geodetic methods
 AT1433.and adjusted by the National Geodetic Survey in January 1993..
 AT1433
 AT1433 ** The orthometric height has not been validated since last determined
 AT1433 ** by differential leveling and should not be used for control purposes.
 AT1433 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1433 ** area with valid NAVD 88 orthometric heights.
 AT1433 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1433 ** epoch indicated which incorporates improved geoid heights for the
 AT1433 ** Southern Louisiana Subsidence area.
 AT1433 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1433
 AT1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1433
 AT1433.The geoid height was determined by GEOID03.
 AT1433
 AT1433;                    North         East     Units Scale Factor Converg.
 AT1433;SPC LA S     -    85,705.344 1,133,972.591   MT  1.00000739   +0 41 21.4
 AT1433;SPC LA S     -   281,184.95  3,720,375.08   sFT  1.00000739   +0 41 21.4
 AT1433;UTM  16      - 3,241,068.640   212,872.724   MT  1.00061743   -1 26 43.8
 AT1433;UTM  15      - 3,241,293.671   795,910.486   MT  1.00068064   +1 29 23.1
 AT1433
 AT1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1433!SPC LA S     -   1.00000356  x   1.00000739  =   1.00001095
 AT1433!UTM  16      -   1.00000356  x   1.00061743  =   1.00062099
 AT1433!UTM  15      -   1.00000356  x   1.00068064  =   1.00068420
 AT1433
 AT1433                          SUPERSEDED SURVEY CONTROL
 AT1433
 AT1433  NGVD 29 (01/31/93)    1.3    (m)            4.     (f) VERT ANG       
 AT1433
 AT1433.Superseded values are not recommended for survey control.
 AT1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1433.See file dsdata.txt to determine how the superseded data were derived.
 AT1433
 AT1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1287341069(NAD 83)
 AT1433_MARKER: DD = SURVEY DISK
 AT1433_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AT1433_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 AT1433_STAMPING: MUENCH
 AT1433_MARK LOGO: NOS   
 AT1433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1433+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AT1433
 AT1433  HISTORY     - Date     Condition        Report By
 AT1433  HISTORY     - 1989     MONUMENTED       NOS
 AT1433
 AT1433                          STATION DESCRIPTION
 AT1433
 AT1433'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AT1433'STATION IS LOCATED ON COAST GUARD PROPERTY NEAR THE NE PART OF GRAND
 AT1433'ISLE.
 AT1433'TO REACH FROM THE POST OFFICE IN GRAND ISLE GO NE ON STATE HWY 1 FOR
 AT1433'3.9 KM (2.40 MI) TO A FORK.  TAKE RIGHT FORK AND CONTINUE NE FOR 1.3
 AT1433'KM (0.80 MI) TO ENTRANCE TO COAST GUARD BASE ON LEFT.  CONTINUE NE ON
 AT1433'PAVED ROAD FOR 0.2 KM (0.10 MI) TO END OF ROAD, AND STATION ON LEFT NW
 AT1433'OF WOODEN FENCE.
 AT1433'STATION MARK IS A STANDARD NOS ALUMINUM DISK ATTACHED TO AN ALUMINUM
 AT1433'ROD THAT IS SURROUNDED BY A MASS OF CONCRETE.  IT IS LOCATED NEAR THE
 AT1433'NE END OF A MOWED FIELD BEHIND THE USCG BARRICKS AND IS FLUSH WITH THE
 AT1433'GROUND.  IT IS LOCATED 48.92 M (160.5 FT) NW OF CENTERLINE OF ROAD,
 AT1433'32.16 M (105.5 FT) W OF N END OF WOODEN FENCE, 33.25 M (109.1 FT) NW
 AT1433'OF WOODEN FENCE, AND 35.14 M (115.3 FT) SSW OF BRUSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2689 ***********************************************************************
 BJ2689  DESIGNATION -  MULE BOLT
 BJ2689  PID         -  BJ2689
 BJ2689  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2689  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2689
 BJ2689                         *CURRENT SURVEY CONTROL
 BJ2689  ___________________________________________________________________
 BJ2689* NAD 83(1986)-  30 47 14.     (N)    091 45 50.     (W)     SCALED    
 BJ2689* NAVD 88     -        10.81   (+/-2cm)      35.5    (feet)  VERTCON   
 BJ2689  ___________________________________________________________________
 BJ2689  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ2689
 BJ2689  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2689
 BJ2689.The horizontal coordinates were scaled from a topographic map and have
 BJ2689.an estimated accuracy of +/- 6 seconds.
 BJ2689
 BJ2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2689.The vertical order pertains to the NGVD 29 superseded value.
 BJ2689
 BJ2689.The geoid height was determined by GEOID03.
 BJ2689
 BJ2689;                    North         East    Units  Estimated Accuracy
 BJ2689;SPC LA S     -   253,610.      958,790.      MT  (+/- 180 meters Scaled)
 BJ2689
 BJ2689                          SUPERSEDED SURVEY CONTROL
 BJ2689
 BJ2689  NGVD 29 (??/??/??)   10.809  (m)           35.46   (f) ADJUSTED    1 2
 BJ2689
 BJ2689.Superseded values are not recommended for survey control.
 BJ2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2689.See file dsdata.txt to determine how the superseded data were derived.
 BJ2689
 BJ2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ182066(NAD 83)
 BJ2689_MARKER: B = BOLT
 BJ2689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2689_STAMPING: PBM MULE 1946
 BJ2689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2689
 BJ2689  HISTORY     - Date     Condition        Report By
 BJ2689  HISTORY     - 1946     MONUMENTED       DOD
 BJ2689  HISTORY     - 1966     GOOD             CGS
 BJ2689
 BJ2689                          STATION DESCRIPTION
 BJ2689
 BJ2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2689'8.05 MI NE FROM MELVILLE.
 BJ2689'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2689'STATION AT MELVILLE, THENCE 5.75 MILES NORTH ALONG A LEVEE AND STATE
 BJ2689'ROAD 417, THENCE 1.8 MILES NORTH ALONG A LEVEE AND A GRAVELED ROAD, IN
 BJ2689'SECTION 23, T 3 S, R 7 E, 0.25 MILE SOUTHEAST OF A CURVE IN THE LEVEE
 BJ2689'AND THE ROAD, AT THE WEST CORNER OF A FIELD, 77 FEET SOUTHEAST OF A
 BJ2689'STOCK PEN, 38 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 75 FEET
 BJ2689'EAST AND ACROSS THE ROAD FROM TELEPHONE POLE NUMBER 20, 59 FEET SOUTH
 BJ2689'OF POWER POLE NUMBER 178, 15 FEET EAST OF A FENCE CORNER, 1/2 FOOT
 BJ2689'SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 BJ2689'LEVEL WITH THE ROAD, A COPPER BOLT SET IN THE TOP OF A TILE ABOUT 2
 BJ2689'1/2 FEET BELOW THE SURFACE OF THE GROUND ACCESS TO WHICH IS HAD
 BJ2689'THROUGH A 5-INCH IRON PIPE WHICH BEARS A U. S. ENGINEERS CAP AND
 BJ2689'PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2688 ***********************************************************************
 BJ2688  DESIGNATION -  MULE CAP
 BJ2688  PID         -  BJ2688
 BJ2688  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2688  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2688
 BJ2688                         *CURRENT SURVEY CONTROL
 BJ2688  ___________________________________________________________________
 BJ2688* NAD 83(1986)-  30 47 14.     (N)    091 45 50.     (W)     SCALED    
 BJ2688* NAVD 88     -        12.04   (+/-2cm)      39.5    (feet)  VERTCON   
 BJ2688  ___________________________________________________________________
 BJ2688  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ2688
 BJ2688  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2688
 BJ2688.The horizontal coordinates were scaled from a topographic map and have
 BJ2688.an estimated accuracy of +/- 6 seconds.
 BJ2688
 BJ2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2688.The vertical order pertains to the NGVD 29 superseded value.
 BJ2688
 BJ2688.The geoid height was determined by GEOID03.
 BJ2688
 BJ2688;                    North         East    Units  Estimated Accuracy
 BJ2688;SPC LA S     -   253,610.      958,790.      MT  (+/- 180 meters Scaled)
 BJ2688
 BJ2688                          SUPERSEDED SURVEY CONTROL
 BJ2688
 BJ2688  NGVD 29 (??/??/??)   12.040  (m)           39.50   (f) ADJUSTED    1 2
 BJ2688
 BJ2688.Superseded values are not recommended for survey control.
 BJ2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2688.See file dsdata.txt to determine how the superseded data were derived.
 BJ2688
 BJ2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ182066(NAD 83)
 BJ2688_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2688_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2688_STAMPING: PBM MULE 1946
 BJ2688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2688
 BJ2688  HISTORY     - Date     Condition        Report By
 BJ2688  HISTORY     - 1946     MONUMENTED       DOD
 BJ2688  HISTORY     - 1966     GOOD             CGS
 BJ2688
 BJ2688                          STATION DESCRIPTION
 BJ2688
 BJ2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2688'8.05 MI NE FROM MELVILLE.
 BJ2688'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2688'STATION AT MELVILLE, THENCE 5.75 MILES NORTH ALONG A LEVEE AND STATE
 BJ2688'ROAD 417, THENCE 1.8 MILES NORTH ALONG A LEVEE AND A GRAVELED ROAD, IN
 BJ2688'SECTION 23, T 3 S, R 7 E, 0.25 MILE SOUTHEAST OF A CURVE IN THE LEVEE
 BJ2688'AND THE ROAD, AT THE WEST CORNER OF A FIELD, 77 FEET SOUTHEAST OF A
 BJ2688'STOCK PEN, 38 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 75 FEET
 BJ2688'EAST AND ACROSS THE ROAD FROM TELEPHONE POLE NUMBER 20, 59 FEET SOUTH
 BJ2688'OF POWER POLE NUMBER 178, 15 FEET EAST OF A FENCE CORNER, 1/2 FOOT
 BJ2688'SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 BJ2688'LEVEL WITH THE ROAD, A 5-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS
 BJ2688'CAP AND PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2960 ***********************************************************************
 BK2960  DESIGNATION -  MULLER
 BK2960  PID         -  BK2960
 BK2960  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2960  USGS QUAD   -  WELSH NORTH (1994)
 BK2960
 BK2960                         *CURRENT SURVEY CONTROL
 BK2960  ___________________________________________________________________
 BK2960* NAD 83(1992)-  30 20 04.40663(N)    092 49 35.49536(W)     ADJUSTED  
 BK2960* NAVD 88     -        11.00   (+/-2cm)      36.1  **(feet)  VERTCON   
 BK2960  **This station is located in a subsidence area (see below).
 BK2960  ___________________________________________________________________
 BK2960  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK2960  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2960
 BK2960  HORZ ORDER  -  FIRST
 BK2960  VERT ORDER  -  THIRD ? (See Below)
 BK2960
 BK2960.The horizontal coordinates were established by classical geodetic methods
 BK2960.and adjusted by the National Geodetic Survey in January 1993..
 BK2960
 BK2960 ** The orthometric height has not been validated since last determined
 BK2960 ** by differential leveling and should not be used for control purposes.
 BK2960 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2960 ** area with valid NAVD 88 orthometric heights.
 BK2960 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2960 ** epoch indicated which incorporates improved geoid heights for the
 BK2960 ** Southern Louisiana Subsidence area.
 BK2960 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2960.The vertical order pertains to the NGVD 29 superseded value.
 BK2960
 BK2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2960
 BK2960.The geoid height was determined by GEOID03.
 BK2960
 BK2960;                    North         East     Units Scale Factor Converg.
 BK2960;SPC LA S     -   204,286.784   856,425.358   MT  0.99994264   -0 44 47.8
 BK2960;SPC LA S     -   670,230.89  2,809,788.86   sFT  0.99994264   -0 44 47.8
 BK2960;UTM  15      - 3,355,870.716   516,674.726   MT  0.99960343   +0 05 15.4
 BK2960
 BK2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2960!SPC LA S     -   1.00000257  x   0.99994264  =   0.99994521
 BK2960!UTM  15      -   1.00000257  x   0.99960343  =   0.99960600
 BK2960
 BK2960|---------------------------------------------------------------------|
 BK2960| PID    Reference Object                     Distance      Geod. Az  |
 BK2960|                                                           dddmmss.s |
 BK2960| BK0830 27 V 43 LADTD                        55.129 METERS 02159     |
 BK2960| CW2127 MULLER RM 1                          29.077 METERS 12055     |
 BK2960| CW2128 MULLER RM 2                                        1720719.9 |
 BK2960| BK2963 FENTON BELL TEL MICROWAVE MAST      APPROX. 4.9 KM 2722913.4 |
 BK2960|---------------------------------------------------------------------|
 BK2960
 BK2960                          SUPERSEDED SURVEY CONTROL
 BK2960
 BK2960  NAD 83(1986)-  30 20 04.42694(N)    092 49 35.48936(W) AD(       ) 1
 BK2960  NAD 27      -  30 20 03.69005(N)    092 49 34.96544(W) AD(       ) 1
 BK2960  NGVD 29 (07/19/86)   10.96   (m)           36.0    (f) LEVELING    3  
 BK2960
 BK2960.Superseded values are not recommended for survey control.
 BK2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2960.See file dsdata.txt to determine how the superseded data were derived.
 BK2960
 BK2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1667555871(NAD 83)
 BK2960_MARKER: DS = TRIANGULATION STATION DISK
 BK2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2960
 BK2960  HISTORY     - Date     Condition        Report By
 BK2960  HISTORY     - 1974     MONUMENTED       NGS
 BK2960  HISTORY     - 20030312 MARK NOT FOUND   USPSQD
 BK2960
 BK2960                          STATION DESCRIPTION
 BK2960
 BK2960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2960'STATION IS ABOUT 8-1/2 MILES NORTHEAST OF LACASSINE, 7 MILES NORTH
 BK2960'OF WELSH, 3 MILES WEST-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS
 BK2960'99 AND 102 IN THE SMALL COMMUNITY OF PINE ISLAND, IN THE SOUTHWEST
 BK2960'ANGLE OF A SECOND JUNCTION OF HIGHWAYS 99 AND 102 AND ON PROPERTY
 BK2960'OWNED BY MR. F. J. MULLER, 203 NORTH AVENUE K, CROWLEY,
 BK2960'LOUISIANA.  PHONE NUMBER 783-4944.
 BK2960'
 BK2960'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2960'STATE HIGHWAY 99 ABOUT 1 MILE NORTH OF WELSH, GO NORTH ON HIGHWAY 99
 BK2960'FOR 5.8 MILES TO REFERENCE MARK 2 (AZ MK) ON THE RIGHT AS
 BK2960'DESCRIBED.  CONTINUE NORTH ON HIGHWAY 99 FOR 0.25 MILE TO THE
 BK2960'JUNCTION OF STATE HIGHWAY 102.  TURN LEFT AND GO WEST ON HIGHWAY
 BK2960'102 FOR 0.05 MILE TO A METAL GATE ON THE LEFT AND THE STATION ON
 BK2960'THE LEFT AS DESCRIBED.
 BK2960'
 BK2960'STATION MARKS ARE STANDARD DISKS STAMPED MULLER 1974.  THE SURFACE
 BK2960'MARK IS SET IN A ROUND CONCRETE POST WHICH IS ABOUT 14 INCHES BELOW
 BK2960'THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 BK2960'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 BK2960'ARE 73.5 FEET SOUTH OF CENTER OF HIGHWAY 102, 73 FEET SOUTHEAST OF
 BK2960'CENTER OF THE METAL GATE, 32 FEET SOUTH OF A FENCE CORNER AND 28
 BK2960'FEET SOUTHWEST OF A FENCE.
 BK2960'
 BK2960'REFERENCE MARK 1, STAMPED MULLER NO 1 1974, IS A STANDARD DISK SET
 BK2960'IN A ROUND CONCRETE POST WHICH IS ABOUT 1-INCH BELOW THE GROUND
 BK2960'SURFACE.  IT IS 86.5 FEET WEST OF CENTER OF HIGHWAY 99, 66.5 FEET
 BK2960'SOUTHWEST OF CENTER OF HIGHWAY 102, 1.5 FEET SOUTH OF A METAL
 BK2960'WITNESS POST AND 1 FOOT SOUTHWEST OF A FENCE.
 BK2960'
 BK2960'REFERENCE MARK 2, STAMPED MULLER NO 2 AZ 1974, IS A STANDARD DISK SET
 BK2960'IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 27.5 FEET EAST OF
 BK2960'CENTER OF HIGHWAY 99, 2 FEET WEST OF A FENCE, 1 FOOT SOUTHWEST OF
 BK2960'POWER POLE NUMBER 1972 AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 BK2960'POST.
 BK2960'
 BK2960'BENCH MARK 27V43 (LDH), STAMPED 27V43 1969, IS A U. S. COAST AND
 BK2960'GEODETIC SURVEY LOUISIANA DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET
 BK2960'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 BK2960'GROUND.  IT IS 100 FEET WEST OF CENTER OF HIGHWAY 99, 79.5 FEET
 BK2960'NORTHEAST OF A FENCE CORNER, 70.5 FEET NORTHWEST OF CENTER OF
 BK2960'HIGHWAY 102, 1.3 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 BK2960'SOUTHEAST OF A FENCE.
 BK2960'
 BK2960'NEAREST TOWN--FENTON.
 BK2960'
 BK2960'HEIGHT OF LIGHT ABOVE STATION MARK 30.7 METERS.
 BK2960
 BK2960                          STATION RECOVERY (2003)
 BK2960
 BK2960'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BK2960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3501 ***********************************************************************
 CQ3501  DESIGNATION -  MUNDY AZ MK
 CQ3501  PID         -  CQ3501
 CQ3501  STATE/COUNTY-  LA/DE SOTO
 CQ3501  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ3501
 CQ3501                         *CURRENT SURVEY CONTROL
 CQ3501  ___________________________________________________________________
 CQ3501* NAD 83(1992)-  32 03 20.51875(N)    093 36 05.55213(W)     ADJUSTED  
 CQ3501* NAVD 88     -        59.     (meters)     194.     (feet)  VERTCON   
 CQ3501  ___________________________________________________________________
 CQ3501  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CQ3501  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ3501
 CQ3501  HORZ ORDER  -  THIRD
 CQ3501
 CQ3501.The horizontal coordinates were established by classical geodetic methods
 CQ3501.and adjusted by the National Geodetic Survey in January 1993..
 CQ3501.No horizontal observational check was made to the station.
 CQ3501
 CQ3501.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3501
 CQ3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3501
 CQ3501.The geoid height was determined by GEOID03.
 CQ3501
 CQ3501;                    North         East     Units Scale Factor Converg.
 CQ3501;SPC LA N     -   173,016.931   895,985.145   MT  0.99991763   -0 34 56.6
 CQ3501;SPC LA N     -   567,639.71  2,939,577.93   sFT  0.99991763   -0 34 56.6
 CQ3501;UTM  15      - 3,546,767.819   443,215.035   MT  0.99963977   -0 19 09.4
 CQ3501
 CQ3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3501!SPC LA N     -   0.99999477  x   0.99991763  =   0.99991240
 CQ3501!UTM  15      -   0.99999477  x   0.99963977  =   0.99963454
 CQ3501
 CQ3501                          SUPERSEDED SURVEY CONTROL
 CQ3501
 CQ3501  NAD 83(1986)-  32 03 20.52924(N)    093 36 05.54741(W) AD(       ) 3
 CQ3501  NGVD 29 (11/02/92)   59.     (m)          194.     (f) VERT ANG       
 CQ3501
 CQ3501.Superseded values are not recommended for survey control.
 CQ3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3501.See file dsdata.txt to determine how the superseded data were derived.
 CQ3501
 CQ3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4321546768(NAD 83)
 CQ3501_MARKER: DZ = AZIMUTH MARK DISK
 CQ3501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3501_STAMPING: MUNDY AZ MK 1969
 CQ3501_MARK LOGO: LADH  
 CQ3501_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3501+STABILITY: SURFACE MOTION
 CQ3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3501+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1984
 CQ3501
 CQ3501  HISTORY     - Date     Condition        Report By
 CQ3501  HISTORY     - 1969     MONUMENTED       LADH
 CQ3501  HISTORY     - 19840117 GOOD             NGS
 CQ3501
 CQ3501                          STATION DESCRIPTION
 CQ3501
 CQ3501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 CQ3501'THE STATION WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CQ3501'THE STATION IS LOCATED ABOUT 9.14 KM (5.68 MI) EAST OF MANSFIELD AND
 CQ3501'11.78 KM (7.32 MI) WEST OF THE INTERSECTION OF STATE HIGHWAY 1 AND US
 CQ3501'HIGHWAY 84.  OWNERSHIP- LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ3501'DEVELOPMENT.
 CQ3501' 
 CQ3501'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 84 AND STATE
 CQ3501'HIGHWAY 175 IN EAST MANSFIELD, DRIVE EAST ON HIGHWAY 84 FOR 9.14 KM
 CQ3501'(5.68 MI) TO THE STATION SET ON THE LEFT, 0.46 METER (1.5 FT) NORTH OF
 CQ3501'A METAL WITNESS POST AND SIGN.
 CQ3501' 
 CQ3501'THE STATION IS A STANDARD LADH DISK STAMPED--MUNDY AZ MK 1969--, SET
 CQ3501'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 CQ3501'DIAMETER FLUSH WITH GROUND LOCATED 6.5 FT (1.98 M) S FROM AN 18-INCH
 CQ3501'PINE TREE, 17.2 FT (5.24 M) S FROM A BARBED WIRE FENCE, 66.0 FT (20.12
 CQ3501'M) E FROM A 16-INCH PINE TREE, 58.0 FT (17.68 M) N FROM THE CENTERLINE
 CQ3501'OF US HIGHWAY 84, AND 1.5 FT (0.46 M) N FROM A METAL WITNESS POST AND
 CQ3501'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3153 ***********************************************************************
 CQ3153  DESIGNATION -  MUNDY RESET
 CQ3153  PID         -  CQ3153
 CQ3153  STATE/COUNTY-  LA/DE SOTO
 CQ3153  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ3153
 CQ3153                         *CURRENT SURVEY CONTROL
 CQ3153  ___________________________________________________________________
 CQ3153* NAD 83(1992)-  32 03 26.39976(N)    093 35 34.38239(W)     ADJUSTED  
 CQ3153* NAVD 88     -        84.6    (meters)     278.     (feet)  VERTCON   
 CQ3153  ___________________________________________________________________
 CQ3153  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CQ3153  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ3153
 CQ3153  HORZ ORDER  -  SECOND
 CQ3153
 CQ3153.The horizontal coordinates were established by classical geodetic methods
 CQ3153.and adjusted by the National Geodetic Survey in January 1993..
 CQ3153
 CQ3153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3153
 CQ3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3153
 CQ3153.The geoid height was determined by GEOID03.
 CQ3153
 CQ3153;                    North         East     Units Scale Factor Converg.
 CQ3153;SPC LA N     -   173,189.777   896,804.514   MT  0.99991770   -0 34 40.1
 CQ3153;SPC LA N     -   568,206.79  2,942,266.14   sFT  0.99991770   -0 34 40.1
 CQ3153;UTM  15      - 3,546,944.377   444,033.374   MT  0.99963863   -0 18 52.9
 CQ3153
 CQ3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3153!SPC LA N     -   0.99999076  x   0.99991770  =   0.99990847
 CQ3153!UTM  15      -   0.99999076  x   0.99963863  =   0.99962940
 CQ3153
 CQ3153|---------------------------------------------------------------------|
 CQ3153| PID    Reference Object                     Distance      Geod. Az  |
 CQ3153|                                                           dddmmss.s |
 CQ3153| CS7291 MUNDY RM 4                           33.365 METERS 16909     |
 CQ3153| CQ3154 MUNDY A                              16.533 METERS 20843     |
 CQ3153| CQ3501 MUNDY AZ MK                         APPROX. 0.8 KM 2573037.0 |
 CQ3153| CQ3160 MANSFIELD MUN NE TANK               APPROX. 9.2 KM 2575747.0 |
 CQ3153| CX6793 MUNDY RM 1                           12.204 METERS 26443     |
 CQ3153| CS7290 MUNDY RM 3                           16.090 METERS 26704     |
 CQ3153| CX6794 MUNDY RM 2                           12.190 METERS 34112     |
 CQ3153|---------------------------------------------------------------------|
 CQ3153
 CQ3153                          SUPERSEDED SURVEY CONTROL
 CQ3153
 CQ3153  NAD 83(1986)-  32 03 26.40986(N)    093 35 34.37757(W) AD(       ) 2
 CQ3153  NAD 27      -  32 03 25.82840(N)    093 35 33.73600(W) AD(       ) 2
 CQ3153  NGVD 29 (07/19/86)   84.7    (m)          278.     (f) VERT ANG       
 CQ3153
 CQ3153.Superseded values are not recommended for survey control.
 CQ3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3153.See file dsdata.txt to determine how the superseded data were derived.
 CQ3153
 CQ3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4403346944(NAD 83)
 CQ3153_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CQ3153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3153_STAMPING: MUNDY 1969 1984
 CQ3153_MARK LOGO: LADH  
 CQ3153_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3153+STABILITY: SURFACE MOTION
 CQ3153
 CQ3153  HISTORY     - Date     Condition        Report By
 CQ3153  HISTORY     - 1984     MONUMENTED       LADH
 CQ3153  HISTORY     - 19961214 GOOD             USPSQD
 CQ3153
 CQ3153                          STATION DESCRIPTION
 CQ3153
 CQ3153'DESCRIBED BY LA DEPT OF HIGHWAYS 1984 (FLM)
 CQ3153'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND
 CQ3153'DESTROYED.  THE UNDERGROUND MARK AND THE AZIMUTH MARK WERE RECOVERED
 CQ3153'IN GOOD CONDITION.  TWO NEW REFERENCE MARKS AND A NEW SURFACE MARK
 CQ3153'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 CQ3153' 
 CQ3153'THE STATION IS LOCATED ABOUT 9.98 KM (6.2 MI) EAST OF MANSFIELD AND
 CQ3153'11.27 KM (7.0 MI) WEST OF THE INTERSECTION OF STATE HIGHWAY 1 AND US
 CQ3153'HIGHWAY 84.  OWNERSHIP- THE LOUISIANA DEPARTMENT OF TRANSPORTATION.
 CQ3153' 
 CQ3153'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 84 AND STATE
 CQ3153'HIGHWAY 175 IN EAST MANSFIELD, DRIVE EAST ON US HIGHWAY 84 FOR 9.98 KM
 CQ3153'(6.2 MI) TO THE STATION SET LEFT OF THE HIGHWAY ON A HILL.
 CQ3153' 
 CQ3153'THE STATION IS A STANDARD LADH DISK STAMPED--MUNDY 1969 1984--, SET
 CQ3153'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 CQ3153'DIAMETER FLUSH WITH GROUND LOCATED 63 FT (99.2 M) N FROM THE
 CQ3153'CENTERLINE OF US HIGHWAY 84, 131.5 FT (40.1 M) W FROM A BRACE POLE FOR
 CQ3153'A POWER POLE, AND 1.7 FT (0.52 M) W FROM A METAL WITNESS POST AND
 CQ3153'SIGN.
 CQ3153' 
 CQ3153'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--MUNDY 1969--,
 CQ3153'SET INTO AN IRREGULAR MASS OF CONCRETE 2.5 FT (0.8 M) BELOW THE
 CQ3153'SURFACE.
 CQ3153' 
 CQ3153'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED--MUNDY 1969 NO 3
 CQ3153'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CQ3153'CM IN DIAMETER FLUSH WITH GROUND LOCATED 67 FT (20.4 M) N FROM THE
 CQ3153'CENTERLINE OF US HIGHWAY 84, 184 FT (56.1 M) W FROM A BRACE POLE FOR A
 CQ3153'POWER POLE, AND 1.5 FT (0.5 M) N FROM A METAL WITNESS POST AND SIGN.
 CQ3153' 
 CQ3153'REFERENCE MARK NO 4 IS A STANDARD LADH DISK STAMPED--MUNDY 1969 NO 4
 CQ3153'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CQ3153'CM IN DIAMETER FLUSH WITH GROUND LOCATED 46 FT (14.2 M) S FROM THE
 CQ3153'CENTERLINE OF US HIGHWAY 84, 126.5 FT (38.6 M) W FROM A POWER POLE,
 CQ3153'AND 1.5 FT (0.5 M) W FROM A WITNESS POST AND SIGN.
 CQ3153' 
 CQ3153'AZIMUTH MARK IS A STANDARD LADH DISK STAMPED--MUNDY AZ MK 1969--, SET
 CQ3153'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 CQ3153'DIAMETER FLUSH WITH GROUND LOCATED 6.5 FT (1.98 M) S FROM AN 18-INCH
 CQ3153'PINE TREE, 17.2 FT (5.24 M) S FROM A BARBED WIRE FENCE, 66 FT (20.12
 CQ3153'M) E FROM A 16 INCH PINE TREE, AND 58 FT (17.68 M) N FROM THE
 CQ3153'CENTERLINE OF US HIGHWAY 84.
 CQ3153' 
 CQ3153'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ON US HIGHWAY
 CQ3153'84 FOR 0.84 KM (0.52 MI) TO THE MARK SET ON THE RIGHT, 0.46 METER (1.5
 CQ3153'FEET) NORTH OF A METAL WITNESS POST AND SIGN.
 CQ3153
 CQ3153                          STATION RECOVERY (1996)
 CQ3153
 CQ3153'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2889 ***********************************************************************
 CQ2889  DESIGNATION -  MURPHY
 CQ2889  PID         -  CQ2889
 CQ2889  STATE/COUNTY-  LA/BIENVILLE
 CQ2889  USGS QUAD   -  BRYCELAND (1986)
 CQ2889
 CQ2889                         *CURRENT SURVEY CONTROL
 CQ2889  ___________________________________________________________________
 CQ2889* NAD 83(1992)-  32 28 04.78334(N)    092 55 31.39856(W)     ADJUSTED  
 CQ2889* NAVD 88     -       115.7    (meters)     380.     (feet)  VERTCON   
 CQ2889  ___________________________________________________________________
 CQ2889  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CQ2889  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ2889
 CQ2889  HORZ ORDER  -  SECOND
 CQ2889
 CQ2889.The horizontal coordinates were established by classical geodetic methods
 CQ2889.and adjusted by the National Geodetic Survey in January 1993..
 CQ2889
 CQ2889.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2889
 CQ2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2889
 CQ2889.The geoid height was determined by GEOID03.
 CQ2889
 CQ2889;                    North         East     Units Scale Factor Converg.
 CQ2889;SPC LA N     -   218,283.852   960,010.889   MT  0.99996073   -0 13 29.7
 CQ2889;SPC LA N     -   716,152.94  3,149,635.72   sFT  0.99996073   -0 13 29.7
 CQ2889;UTM  15      - 3,592,313.821   507,011.425   MT  0.99960061   +0 02 24.2
 CQ2889
 CQ2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2889!SPC LA N     -   0.99998586  x   0.99996073  =   0.99994659
 CQ2889!UTM  15      -   0.99998586  x   0.99960061  =   0.99958647
 CQ2889
 CQ2889|---------------------------------------------------------------------|
 CQ2889| PID    Reference Object                     Distance      Geod. Az  |
 CQ2889|                                                           dddmmss.s |
 CQ2889| CQ2888 MURPHY LADH RM 1 1971                 8.972 METERS 10917     |
 CQ2889| CY4287 MURPHY RM 2                          12.553 METERS 23033     |
 CQ2889| CY4285 MURPHY AZ MK                                       3382108.1 |
 CQ2889|---------------------------------------------------------------------|
 CQ2889
 CQ2889                          SUPERSEDED SURVEY CONTROL
 CQ2889
 CQ2889  NAD 83(1986)-  32 28 04.79657(N)    092 55 31.39002(W) AD(       ) 2
 CQ2889  NAD 27      -  32 28 04.24776(N)    092 55 30.82261(W) AD(       ) 2
 CQ2889  NGVD 29 (07/19/86)  115.8    (m)          380.     (f) VERT ANG       
 CQ2889
 CQ2889.Superseded values are not recommended for survey control.
 CQ2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2889.See file dsdata.txt to determine how the superseded data were derived.
 CQ2889
 CQ2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0701192314(NAD 83)
 CQ2889_MARKER: DD = SURVEY DISK
 CQ2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2889
 CQ2889  HISTORY     - Date     Condition        Report By
 CQ2889  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2889
 CQ2889                          STATION DESCRIPTION
 CQ2889
 CQ2889'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2889'THE STATION IS LOCATED 6 MILES SOUTH OF ARCADIA, 9 MILES SOUTHEAST
 CQ2889'OF GIBSLAND AND 8 MILES NORTHEAST OF BIENVILLE, IN THE NORTHWEST 1/4
 CQ2889'OF SECTION 18, T17N, R5W, AND ON THE PROPERTY OWNED BY MRS. MORRIS
 CQ2889'MURPHY, ADDRESS P. O. BOX 293, ARCADIA, LOUISIANA, TELEPHONE
 CQ2889'263-2652.
 CQ2889'
 CQ2889'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT IN
 CQ2889'ARCADIA, DRIVE SOUTH ALONG STATE HIGHWAY 9 FOR 4.3 MILES TO THE
 CQ2889'INTERSECTION WITH THE BETHAL BAPTIST CHURCH ROAD, TURN LEFT AND GO
 CQ2889'SOUTHEAST ALONG THE CHURCH ROAD FOR 2.6 MILES TO THE STATION WHICH
 CQ2889'IS SET ON THE LEFT AND EAST OF THE HIGHWAY ON AN OLD HOUSE SITE
 CQ2889'NEAR A POWER POLE.
 CQ2889'
 CQ2889'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHWEST ALONG
 CQ2889'THE BETHAL CHURCH ROAD FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT
 CQ2889'AND NORTHEAST OF THE ROAD NEAR A POWER POLE AND A FENCE.
 CQ2889'
 CQ2889'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2889'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2889'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CQ2889'SUBSURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2889'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ2889'STAMPED MURPHY 1971.  THE MARK IS 111 FEET EAST-SOUTHEAST OF THE
 CQ2889'CENTER OF A GATE, 100 FEET EAST-NORTHEAST OF THE CENTER OF THE NEW
 CQ2889'BETHAL BAPTIST CHURCH ROAD, 34 FEET EAST-NORTHEAST OF A 12
 CQ2889'INCH PERSIMMON TREE, 3 FEET NORTH-NORTHEAST OF POWER
 CQ2889'POLE NO. 38, AND 3 FEET NORTHEAST OF A METAL WITNESS POST
 CQ2889'AND SIGN.
 CQ2889'
 CQ2889'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2889'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2889'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ2889'STAMPED MURPHY R.M. 1 1971.  IT IS 63 FEET WEST-NORTHWEST OF
 CQ2889'AN 18 INCH HICKORY TREE, 63 FEET WEST OF A 20 INCH HICKORY TREE,
 CQ2889'30 FEET EAST OF POWER POLE NO. 38, AND 6 FEET SOUTH-SOUTHEAST OF A
 CQ2889'6 INCH PERSIMMON TREE.
 CQ2889'
 CQ2889'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2889'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2889'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2889'IS STAMPED MURPHY R.M. 2 1971.  IT IS 109 FEET SOUTHEAST OF THE
 CQ2889'CENTER OF A GATE, 38 FEET SOUTHWEST OF POWER POLE NO. 38, 36 FEET
 CQ2889'EAST OF A FENCE, AND 19 FEET SOUTH OF A 12 INCH PERSIMMON TREE.
 CQ2889'
 CQ2889'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2889'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2889'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ2889'STAMPED MURPHY AZ.MK. 1971.  IT IS 121 FEET SOUTHEAST OF THE
 CQ2889'CENTER OF A DRIVE TO THE COLEWELL BENJAMIN RESIDENCE, 28 FEET
 CQ2889'NORTHEAST OF THE CENTER OF A PARISH ROAD, 41 FEET SOUTHWEST OF A
 CQ2889'FENCE, 2 FEET WEST OF A POWER POLE, AND 1.5 FEET NORTHWEST OF A
 CQ2889'WITNESS POST AND SIGN.
 CQ2889'
 CQ2889'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2813 ***********************************************************************
 BX2813  DESIGNATION -  MURPHY
 BX2813  PID         -  BX2813
 BX2813  STATE/COUNTY-  LA/NATCHITOCHES
 BX2813  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2813
 BX2813                         *CURRENT SURVEY CONTROL
 BX2813  ___________________________________________________________________
 BX2813* NAD 83(1992)-  31 43 32.56487(N)    093 04 22.16877(W)     ADJUSTED  
 BX2813* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 BX2813  ___________________________________________________________________
 BX2813  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BX2813  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2813
 BX2813  HORZ ORDER  -  SECOND
 BX2813
 BX2813.The horizontal coordinates were established by classical geodetic methods
 BX2813.and adjusted by the National Geodetic Survey in January 1993..
 BX2813
 BX2813.The orthometric height was scaled from a topographic map.
 BX2813
 BX2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2813
 BX2813.The geoid height was determined by GEOID03.
 BX2813
 BX2813;                    North         East     Units Scale Factor Converg.
 BX2813;SPC LA N     -   136,044.229   945,716.061   MT  0.99992032   -0 18 10.3
 BX2813;SPC LA N     -   446,338.44  3,102,736.78   sFT  0.99992032   -0 18 10.3
 BX2813;UTM  15      - 3,510,035.952   493,100.922   MT  0.99960059   -0 02 17.9
 BX2813
 BX2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2813!SPC LA N     -   0.99999861  x   0.99992032  =   0.99991893
 BX2813!UTM  15      -   0.99999861  x   0.99960059  =   0.99959920
 BX2813
 BX2813:                Primary Azimuth Mark                     Grid Az
 BX2813:SPC LA N     -  MURPHY AZ MK 2                           145 51 45.6
 BX2813:UTM  15      -  MURPHY AZ MK 2                           145 35 53.2
 BX2813
 BX2813|---------------------------------------------------------------------|
 BX2813| PID    Reference Object                     Distance      Geod. Az  |
 BX2813|                                                           dddmmss.s |
 BX2813| CV8901 MURPHY AZ MK 2                                     1453335.3 |
 BX2813| CV8900 MURPHY AZ MK                                       1460004.9 |
 BX2813| CV8902 MURPHY RM 1                          23.780 METERS 20032     |
 BX2813| CV8903 MURPHY RM 2                          26.580 METERS 28155     |
 BX2813| BX2810 NATCHITOCHES AM COMPRESS CO TK      APPROX. 2.7 KM 3281733.5 |
 BX2813|---------------------------------------------------------------------|
 BX2813
 BX2813                          SUPERSEDED SURVEY CONTROL
 BX2813
 BX2813  NAD 83(1986)-  31 43 32.58223(N)    093 04 22.16203(W) AD(       ) 2
 BX2813  NAD 27      -  31 43 31.99001(N)    093 04 21.57192(W) AD(       ) 2
 BX2813
 BX2813.Superseded values are not recommended for survey control.
 BX2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2813.See file dsdata.txt to determine how the superseded data were derived.
 BX2813
 BX2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9310110036(NAD 83)
 BX2813_MARKER: DD = SURVEY DISK
 BX2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2813
 BX2813  HISTORY     - Date     Condition        Report By
 BX2813  HISTORY     - 1968     MONUMENTED       LADTD
 BX2813  HISTORY     - 1972     GOOD             NGS
 BX2813  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BX2813
 BX2813                          STATION DESCRIPTION
 BX2813
 BX2813'DESCRIBED BY LA TRANSP AND DEV 1968 (RT)
 BX2813'STATION MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2813'STAMPED MURPHY 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX2813'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 42.7
 BX2813'FEET WEST OF THE CENTER OF STATE HIGHWAY 1, 26 FEET EAST OF
 BX2813'THE EAST RAIL ON THE TEXAS AND PACIFIC RAILROAD, 48 FEET
 BX2813'EAST OF A NORTH - SOUTH FENCE AND 2 FEET WEST OF A METAL WITNESS
 BX2813'POST AND SIGN.
 BX2813'
 BX2813'TO REACH THE STATION FROM THE POST OFFICE ON CHURCH STREET AND
 BX2813'STATE HIGHWAY 1 IN NATCHITOCHES DRIVE SOUTH ALONG STATE
 BX2813'HIGHWAY 1 FOR 3.10 MILES TO STATION SET WEST OF HIGHWAY
 BX2813'BETWEEN HIGHWAY AND RAILROAD.
 BX2813'
 BX2813'REFERENCE MARK 1, A STANDARD U.S. COAST AND GEODETIC SURVEY
 BX2813'DISK STAMPED MURPHY NO. 1 1968, IS SET IN THE TOP OF A
 BX2813'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 BX2813'MARK IS 3 FEET EAST OF A NORTH - SOUTH FENCE, 31.3 FEET WEST
 BX2813'OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD AND 40.6
 BX2813'FEET NORTH OF TELEGRAPH POLE NO. 8640.
 BX2813'
 BX2813'REFERENCE MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY
 BX2813'DISK STAMPED MURPHY NO. 2 1968, IS SET IN THE TOP OF A
 BX2813'CONCRETE POST.  THE MARK IS 2.9 FEET EAST OF A NORTH - SOUTH
 BX2813'FENCE 31.5 FEET WEST OF THE WEST RAIL OF THE TEXAS AND PACIFIC
 BX2813'RAILROAD AND 3.8 FEET SOUTHWEST OF TELEGRAPH POLE NO. 8641.
 BX2813'
 BX2813'AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX2813'STAMPED MURPHY 1968, IS SET IN THE TOP OF A CONCRETE POST THAT
 BX2813'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 75 FEET EAST
 BX2813'OF THE CENTER OF STATE HIGHWAY 1, 116 FEET NORTH OF THE CENTER
 BX2813'OF AN ASPHALT ROAD LEADING EAST, 83.8 FEET NORTH OF A
 BX2813'CONCRETE RIGHT OF WAY MARKER, 75.5 FEET NORTHEAST OF A POWER
 BX2813'POLE, 3 FEET WEST OF A NORTH - SOUTH FENCE AND 1.6 FEET EAST OF
 BX2813'A METAL WITNESS POST AND SIGN.
 BX2813'
 BX2813'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 BX2813'STATE HIGHWAY 1 FOR 0.85 MILE TO THE AZIMUTH MARK SET EAST OF
 BX2813'HIGHWAY NEAR A FENCE.
 BX2813'
 BX2813'AZIMUTH -- AMERICAN COMPRESS CO., NATCHITOCHES -- STAND
 BX2813'PIPE OF TANK.
 BX2813
 BX2813                          STATION RECOVERY (1972)
 BX2813
 BX2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BX2813'THE STATION WAS VISITED 9-12-72 AND ALL MARKS WERE FOUND IN
 BX2813'GOOD CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS
 BX2813'DATE DUE TO ROAD CONSTRUCTION.  THE ANGLE BETWEEN THE AMERICAN
 BX2813'COMPRESS CO. WATER TANK AND THE AZIMUTH MARK CHECKED VERY
 BX2813'GOOD.  THE ANGLE TO REFERENCE MARK NO. 1 WAS FOUND TO BE 1
 BX2813'MINUTE SMALLER, AND TO REFERENCE MARK NO. 2 WAS FOUND 46 SECONDS
 BX2813'LARGER THAN THE DIRECTION INDICATED IN 1968.  THE DISTANCES TO
 BX2813'THE REFERENCE MARKS CHECKED SATISFACTORLY.  A NEW DESCRIPTION
 BX2813'FOLLOWS--
 BX2813'
 BX2813'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF
 BX2813'NATCHITOCHES ON THE SOUTHWEST RIGHT-OF-WAY OF STATE HIGHWAY 1
 BX2813'BETWEEN THE RAILROAD TRACKS AND THE HIGHWAY.  IT IS 0.4 MILE
 BX2813'SOUTHEAST OF MILE POST 245, 26.2 FEET NORTHEAST OF THE
 BX2813'NORTHEAST RAIL OF THE TRACKS, 42.9 FEET SOUTHWEST OF THE
 BX2813'CENTERLINE OF STATE HIGHWAY 1, 323 FEET NORTHWEST OF THE CENTER
 BX2813'OF THE ROAD CROSSING THE TRACKS TO THE SOUTHWEST, 87 FEET EAST
 BX2813'OF TELEGRAPH POLE NO. 8641, 58 FEET NORTH-NORTHEAST OF
 BX2813'TELEGRAPH POLE NO. 8640, 48 FEET NORTH-NORTHWEST OF POWER
 BX2813'POLE AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 BX2813'TRIANGULATION STATION DISK STAMPED MURPHY 1968, PROJECTING
 BX2813'4 INCHES.
 BX2813'
 BX2813'REFERENCE MARK NO. 1 IS 78.04 FEET SOUTH-SOUTHWEST OF THE
 BX2813'STATION, 31.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS,
 BX2813'43 FEET NORTHWEST OF TELEGRAPH POLE NO. 8640, 3 FEET NORTHEAST
 BX2813'OF A FENCE LINE AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 BX2813'POST.  IT IS A REFERENCE MARK DISK, STAMPED MURPHY NO 1
 BX2813'1968.
 BX2813'
 BX2813'REFERENCE MARK NO. 2 IS 87.21 FEET WEST-NORTHWEST OF THE
 BX2813'STATION.  3 FEET SOUTHEAST OF TELEGRAPH POLE NO. 8641, 2.5 FEET
 BX2813'NORTHEAST OF A FENCE LINE, 31 FEET SOUTHWEST OF THE SOUTHWEST
 BX2813'RAIL OF THE TRACKS, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 BX2813'POST.  IT IS A REFERENCE MARK DISK STAMPED MURPHY NO 2
 BX2813'1968, PROJECTING 3 INCHES.
 BX2813'
 BX2813'THE AZIMUTH MARK IS 1.05 MILE SOUTHEAST OF THE STATION, 6.5
 BX2813'FEET SOUTH OF A T FENCE CORNER, 3 FEET WEST OF THE EAST
 BX2813'RIGHT-OF-WAY FENCE OF THE HIGHWAY, 49 FEET NORTHWEST OF THE
 BX2813'NORTHWEST CORNER OF A WHITE HOUSE, 37 FEET NORTH OF THE
 BX2813'PROJECTED PLANE OF THE NORTHWEST WALL OF THE HOUSE, 69 FEET
 BX2813'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 65 FEET NORTHWEST
 BX2813'OF A 2-FOOT PECAN TREE, 10 FEET SOUTH OF A DITCH AND 1 FOOT
 BX2813'EAST OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK
 BX2813'DISK STAMPED MURPHY 1968 1972 PROJECTING 4 INCHES.
 BX2813'
 BX2813'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE ON STATE
 BX2813'HIGHWAY 1 IN DOWN TOWN NATCHITOCHES (CHURCH AND WILLIAMS
 BX2813'STREET) GO SOUTHEAST ON STATE HIGHWAY 1 FOR 2.6 MILES TO THE
 BX2813'STATION ON THE RIGHT.
 BX2813'
 BX2813'TO REACH THE AZIMUTH MARK FROM THE STATION TO SOUTHEAST FOR 1.05
 BX2813'MILES TO THE AZIMUTH MARK ON THE LEFT.
 BX2813'
 BX2813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2813'3 MILES SE OF NATCHITOCHES.
 BX2813
 BX2813                          STATION RECOVERY (2004)
 BX2813
 BX2813'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX2813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1300 ***********************************************************************
 AT1300  DESIGNATION -  MUSK
 AT1300  PID         -  AT1300
 AT1300  STATE/COUNTY-  LA/PLAQUEMINES
 AT1300  USGS QUAD   -  LAKE BATOLA (1992)
 AT1300
 AT1300                         *CURRENT SURVEY CONTROL
 AT1300  ___________________________________________________________________
 AT1300* NAD 83(1992)-  29 38 36.85931(N)    089 45 42.10612(W)     ADJUSTED  
 AT1300* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1300  **This station is located in a subsidence area (see below).
 AT1300  ___________________________________________________________________
 AT1300  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1300  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AT1300
 AT1300  HORZ ORDER  -  SECOND
 AT1300
 AT1300.The horizontal coordinates were established by classical geodetic methods
 AT1300.and adjusted by the National Geodetic Survey in January 1993..
 AT1300
 AT1300 ** The orthometric height has not been validated since last determined
 AT1300 ** by differential leveling and should not be used for control purposes.
 AT1300 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1300 ** area with valid NAVD 88 orthometric heights.
 AT1300 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1300 ** epoch indicated which incorporates improved geoid heights for the
 AT1300 ** Southern Louisiana Subsidence area.
 AT1300 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1300.The orthometric height was scaled from a topographic map.
 AT1300
 AT1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1300
 AT1300.The geoid height was determined by GEOID03.
 AT1300
 AT1300;                    North         East     Units Scale Factor Converg.
 AT1300;SPC LA S     -   127,802.787 1,152,167.254   MT  0.99994506   +0 47 09.0
 AT1300;SPC LA S     -   419,299.64  3,780,068.73   sFT  0.99994506   +0 47 09.0
 AT1300;UTM  16      - 3,282,479.828   232,640.855   MT  1.00048207   -1 22 00.3
 AT1300
 AT1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1300!SPC LA S     -   1.00000393  x   0.99994506  =   0.99994899
 AT1300!UTM  16      -   1.00000393  x   1.00048207  =   1.00048601
 AT1300
 AT1300|---------------------------------------------------------------------|
 AT1300| PID    Reference Object                     Distance      Geod. Az  |
 AT1300|                                                           dddmmss.s |
 AT1300| DD7467 MUSK RM 1                            43.913 METERS 04533     |
 AT1300| DD7468 MUSK RM 2                            40.400 METERS 13738     |
 AT1300| AT1301 DONA                                APPROX.10.7 KM 2933340.2 |
 AT1300|---------------------------------------------------------------------|
 AT1300
 AT1300                          SUPERSEDED SURVEY CONTROL
 AT1300
 AT1300  NAD 83(1986)-  29 38 36.87029(N)    089 45 42.10979(W) AD(       ) 2
 AT1300  NAD 27      -  29 38 36.11100(N)    089 45 41.87800(W) AD(       ) 2
 AT1300
 AT1300.Superseded values are not recommended for survey control.
 AT1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1300.See file dsdata.txt to determine how the superseded data were derived.
 AT1300
 AT1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3264182480(NAD 83)
 AT1300_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AT1300_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1300_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1300
 AT1300  HISTORY     - Date     Condition        Report By
 AT1300  HISTORY     - 1934     MONUMENTED       CGS
 AT1300  HISTORY     - 1948     GOOD             BAKER
 AT1300  HISTORY     - 1966     GOOD             CGS
 AT1300
 AT1300                          STATION DESCRIPTION
 AT1300
 AT1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1300'ABOUT 5 MILES NNE
 AT1300'OF POINTE A LA
 AT1300'HACHE, ON THE NORTHEASTERN POINT OF LAND AT THE
 AT1300'JUNCTION OF BAYOU LONG WITH RIVER
 AT1300'AUX CHENES (OAK RIVER), AND IN
 AT1300'MARSHY GROUND 47.5 METERS (156 FEET) INSHORE FROM
 AT1300'THE SHORE LINE
 AT1300'OF THE BAYOU.  THE STATION IS MARKED BY A STANDARD BRONZE DISK
 AT1300'SET IN CONCRETE
 AT1300'AT THE TOP OF A TILE.
 AT1300'REFERENCE MARK NO. 1 IS A STANDARD
 AT1300'BRONZE REFERENCE DISK SET IN
 AT1300'CONCRETE AT THE TOP OF A TILE, IS 43.913
 AT1300'METERS (144.07 FEET) FROM THE STATION N 45 DEG 33 MIN E.
 AT1300'REFERENCE MARK
 AT1300'NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 AT1300'CONCRETE AT THE TOP OF A TILE, IS 40.400
 AT1300'METERS (132.55 FEET) FROM THE STATION S 42 DEG 22 MIN 10 E.
 AT1300'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 60.742
 AT1300'METERS (199.28 FEET).  ALL THE MARKS
 AT1300'PROJECT ONE FOOT ABOVE THE MARSH.  THE SQUARE BRICK
 AT1300'STACK OF THE OLD SUGAR MILL ON
 AT1300'THE MAGNOLIA PLANTATION IS S 11 DEG 41 W.
 AT1300
 AT1300                          STATION RECOVERY (1948)
 AT1300
 AT1300'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948
 AT1300'STATION RECOVERED IN GOOD CONDITION.
 AT1300
 AT1300                          STATION RECOVERY (1966)
 AT1300
 AT1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1300'PACES EAST OF THE
 AT1300'WEST SHORE OF A CONNECTING BAYOU AND 150 FEET NORTH
 AT1300'OF THE NORTH BANK OF THE BAYOU.  THE
 AT1300'STATION IS LOCATED ON HARD MARSHLAND.
 AT1300'THE MARK IS FLUSH WITH THE MARSH AND 1 FOOT NORTH OF A METAL
 AT1300'WITNESS POST.  THE REFERENCE MARKS WERE NOT FOUND AND ARE PROBABLY
 AT1300'COVERED OVER BY SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2406 ***********************************************************************
 BK2406  DESIGNATION -  MUSSO
 BK2406  PID         -  BK2406
 BK2406  STATE/COUNTY-  LA/ST LANDRY
 BK2406  USGS QUAD   -  OPELOUSAS (1992)
 BK2406
 BK2406                         *CURRENT SURVEY CONTROL
 BK2406  ___________________________________________________________________
 BK2406* NAD 83(1992)-  30 33 20.69346(N)    092 05 48.62876(W)     ADJUSTED  
 BK2406* NAVD 88     -        22.073  (meters)      72.42   (feet)  ADJUSTED  
 BK2406  ___________________________________________________________________
 BK2406  X           -    -201,134.554 (meters)                     COMP
 BK2406  Y           -  -5,493,508.541 (meters)                     COMP
 BK2406  Z           -   3,223,575.423 (meters)                     COMP
 BK2406  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK2406  ELLIP HEIGHT-          -5.39  (meters)          (01/02/04) GPS OBS
 BK2406  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2406  DYNAMIC HT  -          22.045 (meters)      72.33  (feet)  COMP
 BK2406  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BK2406
 BK2406  HORZ ORDER  -  THIRD
 BK2406  VERT ORDER  -  FIRST     CLASS II
 BK2406  ELLP ORDER  -  FOURTH    CLASS II
 BK2406
 BK2406.This mark is at St Landry Parish-Ahart Fld Airport (OPL)
 BK2406
 BK2406.The horizontal coordinates were established by GPS observations
 BK2406.and adjusted by the National Geodetic Survey in January 1993..
 BK2406
 BK2406.The orthometric height was determined by differential leveling
 BK2406.and adjusted by the National Geodetic Survey in February 1994..
 BK2406
 BK2406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2406
 BK2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2406
 BK2406.The ellipsoidal height was determined by GPS observations
 BK2406.and is referenced to NAD 83.
 BK2406
 BK2406.The geoid height was determined by GEOID03.
 BK2406
 BK2406.The dynamic height is computed by dividing the NAVD 88
 BK2406.geopotential number by the normal gravity value computed on the
 BK2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2406.degrees latitude (g = 980.6199 gals.).
 BK2406
 BK2406.The modeled gravity was interpolated from observed gravity values.
 BK2406
 BK2406;                    North         East     Units Scale Factor Converg.
 BK2406;SPC LA S     -   228,115.492   926,748.443   MT  0.99997250   -0 22 54.3
 BK2406;SPC LA S     -   748,408.91  3,040,507.18   sFT  0.99997250   -0 22 54.3
 BK2406;UTM  15      - 3,380,716.451   586,619.864   MT  0.99969256   +0 27 33.0
 BK2406
 BK2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2406!SPC LA S     -   1.00000085  x   0.99997250  =   0.99997335
 BK2406!UTM  15      -   1.00000085  x   0.99969256  =   0.99969341
 BK2406
 BK2406:                Primary Azimuth Mark                     Grid Az
 BK2406:SPC LA S     -  MUSSO AZ MK                              294 46 16.1
 BK2406:UTM  15      -  MUSSO AZ MK                              293 55 48.8
 BK2406
 BK2406|---------------------------------------------------------------------|
 BK2406| PID    Reference Object                     Distance      Geod. Az  |
 BK2406|                                                           dddmmss.s |
 BK2406| BK2407 MUSSO AZ MK                         433.046 METERS 2942321.8 |
 BK2406|---------------------------------------------------------------------|
 BK2406
 BK2406                          SUPERSEDED SURVEY CONTROL
 BK2406
 BK2406  ELLIP H (01/21/93)   -5.29   (m)                       GP(       ) 4 2
 BK2406  NAD 83(1986)-  30 33 20.71332(N)    092 05 48.62357(W) AD(       ) 3
 BK2406  NAD 27      -  30 33 19.99452(N)    092 05 48.17398(W) AD(       ) 3
 BK2406  NGVD 29 (11/20/87)   22.02   (m)           72.2    (f) LEVELING    3  
 BK2406
 BK2406.Superseded values are not recommended for survey control.
 BK2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2406.See file dsdata.txt to determine how the superseded data were derived.
 BK2406
 BK2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8662080716(NAD 83)
 BK2406_MARKER: DS = TRIANGULATION STATION DISK
 BK2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2406_SP_SET: CONCRETE POST
 BK2406_STAMPING: MUSSO 1986
 BK2406_MARK LOGO: NGS   
 BK2406_PROJECTION: FLUSH
 BK2406_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2406+STABILITY: SURFACE MOTION
 BK2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2406+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1987
 BK2406
 BK2406  HISTORY     - Date     Condition        Report By
 BK2406  HISTORY     - 1986     MONUMENTED       LADTD
 BK2406  HISTORY     - 1986     GOOD             NGS
 BK2406  HISTORY     - 19870224 GOOD
 BK2406
 BK2406                          STATION DESCRIPTION
 BK2406
 BK2406'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK2406'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF OPELOUSAS
 BK2406'AND AT THE BACK ENTRANCE OF THE ST LANDRY PARISH AIRPORT TERMINAL
 BK2406'BUILDING, IN THE CENTER OF TWO WALK WAYS AND AT THE EAST END OF THE
 BK2406'AIRPORT APRON.
 BK2406'OWNERSHIP--ST LANDRY PARISH, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 BK2406'MR. RONALD MUSSO, AT THE ST LANDRY PARISH AIRPORT, OPELOUSAS, LA.,
 BK2406'90535, PHONE 318-948-3165.
 BK2406'
 BK2406'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 167 AND 190
 BK2406'AND INTERSTATE 49 IN OPELOUSAS, GO WEST ON HIGHWAY 190 FOR 2.2 KM
 BK2406'(1.4 MI) TO THE JUNCTION OF STATE HIGHWAY 749.  TURN RIGHT, GO
 BK2406'NORTHWEST ON HIGHWAY 749 FOR 2.9 KM (1.8 MI) TO A ROAD LEFT AND
 BK2406'AIRPORT ROAD.  TURN LEFT AND GO WEST ON ROAD FOR 0.7 KM (0.45 MI)
 BK2406'TO THE TERMINAL BUILDING ON THE STATION AS DESCRIBED.
 BK2406'
 BK2406'THE STATION IS A STANDARD NGS DISK
 BK2406'STAMPED---MUSSO 1986---,
 BK2406'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2406'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK2406'28 METERS (92 FT) WEST FROM THE BACK ENTRANCE TO THE TERMINAL
 BK2406'BUILDING,
 BK2406'5.5 METERS (18 FT) WEST FROM AN ELEVATED LAMP,
 BK2406'1.4 METERS (4.5 FT) SOUTH FROM THE SOUTH EDGE OF A CONCRETE WALKWAY,
 BK2406'1.1 METERS (3.5 FT) NORTH FROM THE NORTH EDGE OF A CONCRETE WALKWAY
 BK2406'AND
 BK2406'0.6 METER (2 FT) EAST FROM THE EAST EDGE OF THE APRON.
 BK2406'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK2406'STAMPED---MUSSO 1986---,
 BK2406'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK2406'
 BK2406'DESCRIBED BY R. COPP, TYPED BY DEW.
 BK2406
 BK2406                          STATION RECOVERY (1986)
 BK2406
 BK2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2406'IN OPELOUSAS.
 BK2406'IN OPELOUSAS AT THE ST LANDRY PARISH AIRPORT AT THE WEST SIDE OF THE
 BK2406'TERMINAL BUILDING.  IT IS 31.52 METERS (103.4 FT) SOUTHWEST OF THE
 BK2406'SOUTHWEST CORNER OF THE TERMINAL BUILDING, 29.84 METERS (97.9 FT)
 BK2406'NORTHWEST OF THE NORTHWEST CORNER OF THE TERMINAL BUILDING AND 0.67
 BK2406'METERS (2.2 FT) EAST OF AN AIRCRAFT PARKING AREA.
 BK2406'THE MARK IS ABOVE LEVEL WITH PARKING AREA.
 BK2406
 BK2406                          STATION RECOVERY (1987)
 BK2406
 BK2406'RECOVERED 1987
 BK2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2407 ***********************************************************************
 BK2407  DESIGNATION -  MUSSO AZ MK
 BK2407  PID         -  BK2407
 BK2407  STATE/COUNTY-  LA/ST LANDRY
 BK2407  USGS QUAD   -  OPELOUSAS (1992)
 BK2407
 BK2407                         *CURRENT SURVEY CONTROL
 BK2407  ___________________________________________________________________
 BK2407* NAD 83(1992)-  30 33 26.50003(N)    092 06 03.42766(W)     ADJUSTED  
 BK2407* NAVD 88     -        21.367  (meters)      70.10   (feet)  ADJUSTED  
 BK2407  ___________________________________________________________________
 BK2407  X           -    -201,525.342 (meters)                     COMP
 BK2407  Y           -  -5,493,402.648 (meters)                     COMP
 BK2407  Z           -   3,223,729.048 (meters)                     COMP
 BK2407  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK2407  ELLIP HEIGHT-          -6.09  (meters)          (01/02/04) GPS OBS
 BK2407  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2407  DYNAMIC HT  -          21.339 (meters)      70.01  (feet)  COMP
 BK2407  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BK2407
 BK2407  HORZ ORDER  -  THIRD
 BK2407  VERT ORDER  -  FIRST     CLASS II
 BK2407  ELLP ORDER  -  FOURTH    CLASS II
 BK2407
 BK2407.This mark is at St Landry Parish-Ahart Fld Airport (OPL)
 BK2407
 BK2407.The horizontal coordinates were established by GPS observations
 BK2407.and adjusted by the National Geodetic Survey in January 1993..
 BK2407
 BK2407.The orthometric height was determined by differential leveling
 BK2407.and adjusted by the National Geodetic Survey in February 1994..
 BK2407
 BK2407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2407
 BK2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2407
 BK2407.The ellipsoidal height was determined by GPS observations
 BK2407.and is referenced to NAD 83.
 BK2407
 BK2407.The geoid height was determined by GEOID03.
 BK2407
 BK2407.The dynamic height is computed by dividing the NAVD 88
 BK2407.geopotential number by the normal gravity value computed on the
 BK2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2407.degrees latitude (g = 980.6199 gals.).
 BK2407
 BK2407.The modeled gravity was interpolated from observed gravity values.
 BK2407
 BK2407;                    North         East     Units Scale Factor Converg.
 BK2407;SPC LA S     -   228,296.931   926,355.253   MT  0.99997277   -0 23 01.7
 BK2407;SPC LA S     -   749,004.18  3,039,217.19   sFT  0.99997277   -0 23 01.7
 BK2407;UTM  15      - 3,380,892.051   586,224.164   MT  0.99969171   +0 27 25.6
 BK2407
 BK2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2407!SPC LA S     -   1.00000096  x   0.99997277  =   0.99997373
 BK2407!UTM  15      -   1.00000096  x   0.99969171  =   0.99969267
 BK2407
 BK2407:                Primary Azimuth Mark                     Grid Az
 BK2407:SPC LA S     -  MUSSO                                    114 46 16.0
 BK2407:UTM  15      -  MUSSO                                    113 55 48.7
 BK2407
 BK2407|---------------------------------------------------------------------|
 BK2407| PID    Reference Object                     Distance      Geod. Az  |
 BK2407|                                                           dddmmss.s |
 BK2407| BK2406 MUSSO                               433.046 METERS 1142314.3 |
 BK2407|---------------------------------------------------------------------|
 BK2407
 BK2407                          SUPERSEDED SURVEY CONTROL
 BK2407
 BK2407  ELLIP H (01/21/93)   -6.00   (m)                       GP(       ) 4 2
 BK2407  NAD 83(1986)-  30 33 26.51989(N)    092 06 03.42247(W) AD(       ) 3
 BK2407  NAD 27      -  30 33 25.80122(N)    092 06 02.97245(W) AD(       ) 3
 BK2407  NGVD 29 (11/20/87)   21.31   (m)           69.9    (f) LEVELING    3  
 BK2407
 BK2407.Superseded values are not recommended for survey control.
 BK2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2407.See file dsdata.txt to determine how the superseded data were derived.
 BK2407
 BK2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8622480892(NAD 83)
 BK2407_MARKER: DZ = AZIMUTH MARK DISK
 BK2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2407_SP_SET: CONCRETE POST
 BK2407_STAMPING: MUSSO 1986
 BK2407_MARK LOGO: NGS   
 BK2407_PROJECTION: FLUSH
 BK2407_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2407+STABILITY: SURFACE MOTION
 BK2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2407+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1987
 BK2407
 BK2407  HISTORY     - Date     Condition        Report By
 BK2407  HISTORY     - 1986     MONUMENTED       LADTD
 BK2407  HISTORY     - 1986     GOOD             NGS
 BK2407  HISTORY     - 19870223 GOOD
 BK2407
 BK2407                          STATION DESCRIPTION
 BK2407
 BK2407'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK2407'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF OPELOUSAS,
 BK2407'0.4 KM (0.25 MI) WEST-NORTHWEST OF THE TERMINAL BUILDING OF THE ST
 BK2407'LANDRY PARISH AIRPORT AND ALONG THE UNUSED RUNWAY 29-11.
 BK2407'OWNERSHIP--ST LANDRY PARISH, FOR ENTRANCE INTO THE AIRFIELD,
 BK2407'CONTACT MR. RONALD MUSSO, AT THE ST LANDRY PARISH AIRPORT,
 BK2407'OPELOUSAS, LA., 70535, PHONE 318-948-3165.
 BK2407'
 BK2407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 167 AND 190
 BK2407'AND INTERSTATE 49 IN OPELOUSAS, GO WEST ON HIGHWAY 190 FOR 2.2 KM
 BK2407'(1.4 MI) TO THE JUNCTION OF STATE HIGHWAY 749.  TURN RIGHT, GO
 BK2407'NORTHWEST ON HIGHWAY 749 FOR 2.9 KM (1.8 MI) TO A ROAD LEFT AND
 BK2407'AIRPORT ROAD.  TURN LEFT AND GO WEST ON ROAD FOR 0.7 KM (0.45 MI)
 BK2407'TO THE TERMINAL BUILDING , GO WESTERLY ALONG THE UNUSED RUNWAY
 BK2407'29-11 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 BK2407'
 BK2407'THE STATION IS A STANDARD NGS DISK
 BK2407'STAMPED---MUSSO 1986---,
 BK2407'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2407'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK2407'16.6 METERS (54.5 FT) EAST FROM THE CENTER OF A LARGE X PAINTED
 BK2407'YELLOW ON THE RUNWAY,
 BK2407'1.7 METERS (5.5 FT) NORTHWEST FROM THE NORTH EDGE OF THE UNUSED
 BK2407'RUNWAY AND
 BK2407'0.5 METER (1.5 FT) SOUTH FROM A WITNESS POST.
 BK2407'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK2407'STAMPED---MUSSO 1986---,
 BK2407'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK2407'
 BK2407'DESCRIBED BY R. COPP, TYPED BY DEW.
 BK2407
 BK2407                          STATION RECOVERY (1986)
 BK2407
 BK2407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2407'IN OPELOUSAS.
 BK2407'IN OPELOUSAS AT THE ST LANDRY PARISH AIRPORT ALONG THE
 BK2407'NORTHWEST-SOUTHEAST TAXI-WAY WHICH IS 0.25 KM (0.15 MILES) NORTHWEST
 BK2407'OF THE NORTH-SOUTH RUNWAY.  IT IS 16.70 METERS (54.8 FT) EAST OF THE
 BK2407'CENTER OF A PAINTED YELLOW FLUORESCENT X IN THE CENTER OF THE TAXI-WAY
 BK2407'AND 1.74 METERS (5.7 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE
 BK2407'TAXI-WAY.
 BK2407'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 BK2407'THE MARK IS ABOVE LEVEL WITH TAXI-WAY.
 BK2407
 BK2407                          STATION RECOVERY (1987)
 BK2407
 BK2407'RECOVERED 1987
 BK2407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2652 ***********************************************************************
 BK2652  DESIGNATION -  MYERS
 BK2652  PID         -  BK2652
 BK2652  STATE/COUNTY-  LA/ST LANDRY
 BK2652  USGS QUAD   -  CHATAIGNIER (1983)
 BK2652
 BK2652                         *CURRENT SURVEY CONTROL
 BK2652  ___________________________________________________________________
 BK2652* NAD 83(1992)-  30 30 36.72249(N)    092 17 15.29939(W)     ADJUSTED  
 BK2652* NAVD 88     -        17.4    (meters)      57.     (feet)  VERTCON   
 BK2652  ___________________________________________________________________
 BK2652  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BK2652  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2652
 BK2652  HORZ ORDER  -  SECOND
 BK2652
 BK2652.The horizontal coordinates were established by classical geodetic methods
 BK2652.and adjusted by the National Geodetic Survey in January 1993..
 BK2652
 BK2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2652
 BK2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2652
 BK2652.The geoid height was determined by GEOID03.
 BK2652
 BK2652;                    North         East     Units Scale Factor Converg.
 BK2652;SPC LA S     -   223,203.526   908,406.853   MT  0.99996513   -0 28 37.7
 BK2652;SPC LA S     -   732,293.57  2,980,331.48   sFT  0.99996513   -0 28 37.7
 BK2652;UTM  15      - 3,375,537.689   568,357.621   MT  0.99965764   +0 21 42.1
 BK2652
 BK2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2652!SPC LA S     -   1.00000156  x   0.99996513  =   0.99996669
 BK2652!UTM  15      -   1.00000156  x   0.99965764  =   0.99965920
 BK2652
 BK2652|---------------------------------------------------------------------|
 BK2652| PID    Reference Object                     Distance      Geod. Az  |
 BK2652|                                                           dddmmss.s |
 BK2652| CW2130 MYERS RM 1                           27.732 METERS 10419     |
 BK2652| CW2129 MYERS AZ MK                                        2625555.3 |
 BK2652| CW2131 MYERS RM 2                           37.658 METERS 35022     |
 BK2652|---------------------------------------------------------------------|
 BK2652
 BK2652                          SUPERSEDED SURVEY CONTROL
 BK2652
 BK2652  NAD 83(1986)-  30 30 36.74251(N)    092 17 15.29366(W) AD(       ) 2
 BK2652  NAD 27      -  30 30 36.02701(N)    092 17 14.83461(W) AD(       ) 2
 BK2652  NGVD 29 (07/19/86)   17.4    (m)           57.     (f) VERT ANG       
 BK2652
 BK2652.Superseded values are not recommended for survey control.
 BK2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2652.See file dsdata.txt to determine how the superseded data were derived.
 BK2652
 BK2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6835875538(NAD 83)
 BK2652_MARKER: DS = TRIANGULATION STATION DISK
 BK2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2652
 BK2652  HISTORY     - Date     Condition        Report By
 BK2652  HISTORY     - 1969     MONUMENTED       CGS
 BK2652  HISTORY     - 1985     GOOD             LOCSUR
 BK2652
 BK2652                          STATION DESCRIPTION
 BK2652
 BK2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2652'THE STATION IS LOCATED ABOUT 12 MILES WEST OF OPELOUSAS, 8 MILES EAST
 BK2652'OF EUNICE, 8 MILES NORTHWEST OF CHURCH POINT AND 179 FEET NORTH OF
 BK2652'THE WEST BOUND TRAFFIC LANE OF U. S. HIGHWAY 190.
 BK2652'
 BK2652'TO REACH THE STATION FROM THE POST OFFICE IN EUNICE GO EAST ON U. S.
 BK2652'HIGHWAY 190 FOR 7.7 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 BK2652'GO NORTH ON A DIRT ROAD, CROSSING RAILROAD TRACK, FOR 0.05 MILE TO A
 BK2652'FORK, TAKE THE RIGHT FORK AND FOLLOW A DIRT ROAD EASTERLY FOR 0.2
 BK2652'MILE TO THE END OF THE ROAD AT SIX RICE BENS AND THE STATION ON THE
 BK2652'LEFT.
 BK2652'
 BK2652'STATION MARK IS A STANDARD DISK, STAMPED MYERS 1969, SET IN THE TOP
 BK2652'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 BK2652'126.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL METAL
 BK2652'BUILDING, 93 FEET NORTH OF THE NORTH RAIL OF A RAILROAD, 58.6 FEET
 BK2652'NORTHWEST OF A TELEPHONE LINE POLE NUMBER 2644, 33 FEET NORTHEAST
 BK2652'OF A FENCE CORNER AND 32 FEET NORTH OF THE CENTER OF A DIRT ROAD.
 BK2652'
 BK2652'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MYERS NO 1 1969, SET IN
 BK2652'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 BK2652'IT IS 93.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 61.3
 BK2652'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND 44.2 FEET
 BK2652'EAST-NORTHEAST OF THE TELEPHONE LINE POLE NUMBER 2644.
 BK2652'
 BK2652'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MYERS NO 2 1969, SET
 BK2652'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 BK2652'IT IS 25.6 FEET WEST OF THE WEST RICE BEN AND 7.3 FEET EAST OF A
 BK2652'WIRE FENCE.
 BK2652'
 BK2652'AZIMUTH MARK IS A STANDARD DISK, STAMPED MYERS 1969, SET IN THE TOP
 BK2652'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS 59.3
 BK2652'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 17 FEET SOUTH OF
 BK2652'THE CENTER OF THE DIRT ROAD, 6.5 FEET EAST-NORTHEAST OF A
 BK2652'TELEPHONE LINE POLE NUMBER 2659 AND 3.3 FEET EAST OF A METAL
 BK2652'WITNESS POST WITH A SIGN ATTACHED.
 BK2652'
 BK2652'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG THE
 BK2652'TELEPHONE LINES AND ON A FARM ROAD FOR 0.35 MILE TO THE MARK ON THE
 BK2652'LEFT.
 BK2652'
 BK2652'HEIGHT OF LIGHT ABOVE STATION MARK 30.28 METERS.
 BK2652
 BK2652                          STATION RECOVERY (1985)
 BK2652
 BK2652'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (RDM)
 BK2652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2416 ***********************************************************************
 AU2416  DESIGNATION -  MYETTE 1935
 AU2416  PID         -  AU2416
 AU2416  STATE/COUNTY-  LA/ST MARY
 AU2416  USGS QUAD   -  CENTERVILLE NW (1980)
 AU2416
 AU2416                         *CURRENT SURVEY CONTROL
 AU2416  ___________________________________________________________________
 AU2416* NAD 83(1992)-  29 53 17.96498(N)    091 26 05.31703(W)     ADJUSTED  
 AU2416* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 AU2416  **This station is located in a subsidence area (see below).
 AU2416  ___________________________________________________________________
 AU2416  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AU2416  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AU2416
 AU2416  HORZ ORDER  -  SECOND
 AU2416
 AU2416.The horizontal coordinates were established by classical geodetic methods
 AU2416.and adjusted by the National Geodetic Survey in January 1993..
 AU2416
 AU2416 ** The orthometric height has not been validated since last determined
 AU2416 ** by differential leveling and should not be used for control purposes.
 AU2416 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2416 ** area with valid NAVD 88 orthometric heights.
 AU2416 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2416 ** epoch indicated which incorporates improved geoid heights for the
 AU2416 ** Southern Louisiana Subsidence area.
 AU2416 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2416.The orthometric height was scaled from a topographic map.
 AU2416
 AU2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2416
 AU2416.The geoid height was determined by GEOID03.
 AU2416
 AU2416;                    North         East     Units Scale Factor Converg.
 AU2416;SPC LA S     -   153,892.168   990,198.632   MT  0.99992766   -0 03 02.7
 AU2416;SPC LA S     -   504,894.55  3,248,676.68   sFT  0.99992766   -0 03 02.7
 AU2416;UTM  15      - 3,307,439.664   651,137.195   MT  0.99988183   +0 46 48.4
 AU2416
 AU2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2416!SPC LA S     -   1.00000334  x   0.99992766  =   0.99993100
 AU2416!UTM  15      -   1.00000334  x   0.99988183  =   0.99988517
 AU2416
 AU2416                          SUPERSEDED SURVEY CONTROL
 AU2416
 AU2416  NAD 83(1986)-  29 53 17.98471(N)    091 26 05.31189(W) AD(       ) 2
 AU2416  NAD 27      -  29 53 17.25247(N)    091 26 04.91878(W) AD(       ) 2
 AU2416
 AU2416.Superseded values are not recommended for survey control.
 AU2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2416.See file dsdata.txt to determine how the superseded data were derived.
 AU2416
 AU2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5113707440(NAD 83)
 AU2416_MARKER: DS = TRIANGULATION STATION DISK
 AU2416_SETTING: 0 = UNSPECIFIED SETTING
 AU2416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2416
 AU2416  HISTORY     - Date     Condition        Report By
 AU2416  HISTORY     - 1935     MONUMENTED       CGS
 AU2416  HISTORY     - 1935     GOOD             USE
 AU2416  HISTORY     - 1948     POOR             CGS
 AU2416  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AU2416
 AU2416                          STATION DESCRIPTION
 AU2416
 AU2416'DESCRIBED BY US ENGINEERS 1935
 AU2416'ABOUT 5-1/2 MILES E OF CHARENTON, ABOUT 3-1/2 MILES NE BY
 AU2416'N FROM THE TOWN OF OAKLAWN, AND IN THE SECOND MOST EASTERLY
 AU2416'TREE ON MYETTE POINT.  THE STATION IS MARKED BY A STANDARD
 AU2416'BRONZE DISK SET IN A BOARD IN THE CROTCH OF A 30-INCH CYPRESS
 AU2416'TREE.  REFERENCE MARK NO. 1, USED AS AN AZIMUTH MARK, A
 AU2416'STANDARD 4-INCH BENCH MARK OF THE U.S. ENGINEERS, IS ON
 AU2416'MYETTE POINT, 40 FEET FROM THE N SHORE OF GRAND LAKE, 50
 AU2416'FEET FROM THE E SHORE OF GRAND LAKE AND 182.58 METERS (599.01
 AU2416'FEET) FROM THE STATION N 82 DEG 56 MIN W.
 AU2416'THE PIPE PROJECTS 20 INCHES ABOVE THE GROUND.  THE CASTING
 AU2416'IS STAMPED MYETTE, REFERENCE NO. 1 AND AZIMUTH U.S.C. AND
 AU2416'G.S., 1935.  REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 AU2416'DISK STAMPED MYETTE 1935, IS IN THE N SIDE OF A 36-INCH
 AU2416'ASH TREE WHICH STANDS AT THE EDGE OF THE LAKE, 396.00
 AU2416'FEET (120.70 METERS) S OF REFERENCE MARK NO. 1, AND
 AU2416'150.54 METERS (493.90 FEET) FROM THE STATION S 55 DEG 58 MIN W.
 AU2416'THE DISK WAS DRIVEN IN A
 AU2416'TRIANGULAR BLAZE 4 FEET ABOVE THE GROUND.
 AU2416
 AU2416                          STATION RECOVERY (1948)
 AU2416
 AU2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2416'THE STATION WAS RECOVERED IN POOR CONDITION.  THE STATION
 AU2416'IS LOCATED OFFSHORE NEAR MYETTE POINT, ON THE W SHORE OF
 AU2416'GRAND LAKE, ABOUT 6 MI. NE OF FRANKLIN, LA.  ACCORDING TO
 AU2416'THE ORIGINAL DESCRIPTION, THE STATION WAS SET IN A BOARD
 AU2416'IN THE CROTCH OF A 30-IN. CYPRESS TREE LOCATED ON MYETTE
 AU2416'POINT.  THE CYPRESS TREE IS NOW A 12-FT. STUMP THAT IS LOCATED
 AU2416'OFFSHORE ABOUT 550 FT. SE OF MYETTE POINT, AND ABOUT 350
 AU2416'FT. NE OF THE SHORELINE.  A SCAFFOLD IS IN PLACE AROUND
 AU2416'THE STUMP, AND THE STANDARD DISK IS STAMPED MYETTE 1935
 AU2416'AND SET IN A HOLE IN A 1-IN. BOARD THAT IS PLACED SLIGHTLY
 AU2416'OUT AND AWAY FROM THE CROTCH OF THE STUMP.  THE DISK IS
 AU2416'LOOSE IN THE BOARD AND MAY BE REMOVED AT WILL.
 AU2416'
 AU2416'NO REFERENCE MARKS WERE RECOVERED.
 AU2416'
 AU2416'USE WITH CAUTION.
 AU2416
 AU2416                          STATION RECOVERY (1957)
 AU2416
 AU2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2416'THE STATION IS DESTROYED.  THE STUMP AND SCAFFOLD WERE FOUND
 AU2416'BUT NO TRACE OF THE DISK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3317 ***********************************************************************
 CQ3317  DESIGNATION -  MYRA
 CQ3317  PID         -  CQ3317
 CQ3317  STATE/COUNTY-  LA/CADDO
 CQ3317  USGS QUAD   -  VIVIAN NORTH (1971)
 CQ3317
 CQ3317                         *CURRENT SURVEY CONTROL
 CQ3317  ___________________________________________________________________
 CQ3317* NAD 83(1992)-  32 55 38.22605(N)    093 53 56.20678(W)     ADJUSTED  
 CQ3317* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 CQ3317  ___________________________________________________________________
 CQ3317  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CQ3317  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CQ3317
 CQ3317  HORZ ORDER  -  FIRST
 CQ3317
 CQ3317.The horizontal coordinates were established by classical geodetic methods
 CQ3317.and adjusted by the National Geodetic Survey in September 1999..
 CQ3317
 CQ3317.The orthometric height was scaled from a topographic map.
 CQ3317
 CQ3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3317
 CQ3317.The geoid height was determined by GEOID03.
 CQ3317
 CQ3317;                    North         East     Units Scale Factor Converg.
 CQ3317;SPC LA N     -   269,985.242   869,151.332   MT  1.00006982   -0 44 22.6
 CQ3317;SPC LA N     -   885,776.58  2,851,540.66   sFT  1.00006982   -0 44 22.6
 CQ3317;SPC AR S     -   430,554.558   222,383.739   MT  1.00010350   -1 03 46.2
 CQ3317;SPC AR S     - 1,412,577.75    729,603.98   sFT  1.00010350   -1 03 46.2
 CQ3317;SPC TXNC     - 2,149,210.590 1,030,144.265   MT  0.99987496   +2 30 33.8
 CQ3317;SPC TXNC     - 7,051,201.74  3,379,731.64   sFT  0.99987496   +2 30 33.8
 CQ3317;UTM  15      - 3,643,584.210   415,953.941   MT  0.99968710   -0 29 19.2
 CQ3317
 CQ3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3317!SPC LA N     -   0.99998499  x   1.00006982  =   1.00005481
 CQ3317!SPC AR S     -   0.99998499  x   1.00010350  =   1.00008849
 CQ3317!SPC TXNC     -   0.99998499  x   0.99987496  =   0.99985995
 CQ3317!UTM  15      -   0.99998499  x   0.99968710  =   0.99967209
 CQ3317
 CQ3317|---------------------------------------------------------------------|
 CQ3317| PID    Reference Object                     Distance      Geod. Az  |
 CQ3317|                                                           dddmmss.s |
 CQ3317| CX6809 MYRA RM 2                            30.855 METERS 07632     |
 CQ3317| CQ3318 HOSSTON BAYOU ST OIL CORP STK       APPROX. 5.1 KM 1573030.9 |
 CQ3317| CQ3319 MIRA FIRE TOWER KKA 420 LFC         APPROX. 0.8 KM 2914034.3 |
 CQ3317| CX6807 MYRA AZ MK                                         3155842.5 |
 CQ3317| CX6808 MYRA RM 1                            65.986 METERS 33747     |
 CQ3317|---------------------------------------------------------------------|
 CQ3317
 CQ3317                          SUPERSEDED SURVEY CONTROL
 CQ3317
 CQ3317  NAD 83(1992)-  32 55 38.23066(N)    093 53 56.20337(W) AD(       ) 1
 CQ3317  NAD 83(1992)-  32 55 38.23386(N)    093 53 56.19942(W) AD(       ) 1
 CQ3317  NAD 83(1986)-  32 55 38.23592(N)    093 53 56.19630(W) AD(       ) 1
 CQ3317  NAD 27      -  32 55 37.74500(N)    093 53 55.55000(W) AD(       ) 1
 CQ3317
 CQ3317.Superseded values are not recommended for survey control.
 CQ3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3317.See file dsdata.txt to determine how the superseded data were derived.
 CQ3317
 CQ3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1595443584(NAD 83)
 CQ3317_MARKER: DS = TRIANGULATION STATION DISK
 CQ3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3317
 CQ3317  HISTORY     - Date     Condition        Report By
 CQ3317  HISTORY     - 1930     MONUMENTED       CGS
 CQ3317  HISTORY     - 1935     GOOD             LAGS
 CQ3317  HISTORY     - 1950     GOOD             CGS
 CQ3317  HISTORY     - 1970     GOOD             USGS
 CQ3317  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ3317  HISTORY     - 20000205 GOOD             USPSQD
 CQ3317
 CQ3317                          STATION DESCRIPTION
 CQ3317
 CQ3317'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3317'ABOUT 7 MILES, AIR LINE, NE OF VIVIAN, AND 1-1/4 MILES SW OF
 CQ3317'MYRA, ON A HIGH WOODED RIDGE NEAR THE W BOUNDARY OF LAND
 CQ3317'BELONGING TO DR. COLLINS, APPARENTLY NEAR THE MIDDLE OF THE W
 CQ3317'SIDE OF SECTION 2, T 22 N., R. 15 W., ABOUT 150 YARDS E OF
 CQ3317'A CULTIVATED FIELD, NEAR E END OF RIDGE, AND 6 METERS (20
 CQ3317'FEET) N OF A SMALL PIT.
 CQ3317'
 CQ3317'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3317'DISKS SET IN CONCRETE.
 CQ3317'
 CQ3317'REFERENCE MARK NO. 1 IS 3 METERS (10 FEET) NE OF FAINT WOODS
 CQ3317'ROAD, AND ABOUT 60 METERS (197 FEET) FROM STATION
 CQ3317'N 76 DEG 32 MIN E.
 CQ3317'
 CQ3317'REFERENCE MARK NO. 2 IS AT E END OF RIDGE, AND 30.88 METERS
 CQ3317'(101.3 FEET) FROM STATION N 76 DEG 32 MIN E.
 CQ3317'
 CQ3317'TO REACH FROM MYRA GO W ON MYRTIS ROAD 0.9 MILE FROM RAILROAD,
 CQ3317'THENCE LEFT AT CROSSROADS 0.5 MILE TO A STEEP WOODS ROAD TO
 CQ3317'LEFT AND OPPOSITE SMALL HOUSE AND BARN.  FOLLOW WOODS ROAD
 CQ3317'ALONG W AND S SIDES TO CULTIVATED FIELDS, THENCE SE ACROSS
 CQ3317'ANOTHER CULTIVATED FIELD TO TOP OF RIDGE, 3/4 MILE IN ALL.
 CQ3317
 CQ3317                          STATION RECOVERY (1935)
 CQ3317
 CQ3317'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3317'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 CQ3317'
 CQ3317'TO REACH FROM MYRA GO W ON MYRTIS ROAD 0.9 MILE FROM RAILROAD
 CQ3317'THENCE LEFT AT CROSSROADS, THENCE 0.75 MILE S UP LANE THRU
 CQ3317'ONE GATE TO SECOND GATE AT SMALL HOUSE AND BARN, GO THRU WIRE
 CQ3317'FENCE AT LEFT OF BARN, FOLLOWING WIRE FENCE AND OLD ROAD ON TO
 CQ3317'TOP OF HILL IN CLEARED LAND, THENCE 0.5 MILE SE THROUGH
 CQ3317'CULTIVATED FIELD TO HIGHEST POINT ON HILL IN WOODS.
 CQ3317
 CQ3317                          STATION RECOVERY (1950)
 CQ3317
 CQ3317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3317'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CQ3317'WERE RECOVERED AND ARE IN GOOD CONDITION.  A NEW AZIMUTH MARK
 CQ3317'WAS ESTABLISHED.
 CQ3317'
 CQ3317'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 CQ3317'
 CQ3317'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF VIVIAN,
 CQ3317'1.25 MILES SOUTHWEST OF MIRA AND 0.5 MILE SOUTHEAST OF MIRA
 CQ3317'FIRE TOWER ON LAND OWNED BY MR. WALTER WILLIAMS.  IT IS NEAR
 CQ3317'THE EAST END OF WOODED RIDGE, 500 FEET EAST OF THE EAST EDGE
 CQ3317'OF CULTIVATED FIELD, 20 FEET NORTH OF SMALL PIT AND 3 FEET
 CQ3317'NORTH OF WITNESS POST.  IT IS STAMPED MYRA 1930 AND PROJECTS 6
 CQ3317'INCHES.
 CQ3317'
 CQ3317'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION ON THE
 CQ3317'NORTH SLOPE OF THE HILL, 20 FEET NORTH OF FAINT WOODS ROAD AND
 CQ3317'ABOUT 6 FEET LOWER THAN THE STATION IN ELEVATION.  IT IS STAMPED
 CQ3317'MYRA NO 1 1930 AND PROJECTS 4 INCHES.
 CQ3317'
 CQ3317'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION ON THE EAST
 CQ3317'END OF RIDGE, ON THE SAME HILL AS THE STATION AND ABOUT 2.5 FEET
 CQ3317'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED MYRA NO 2
 CQ3317'1930 AND PROJECTS 5 INCHES.
 CQ3317'
 CQ3317'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 6 FEET WEST OF THE
 CQ3317'CENTER OF TRACK ROAD, 6 FEET WEST OF THE WEST END OF GATE AND
 CQ3317'1.5 FEET EAST OF WITNESS POST.  IT IS STAMPED MYRA 1950 AND
 CQ3317'PROJECTS 5 INCHES.
 CQ3317'
 CQ3317'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND THE
 CQ3317'MYRTIS ROAD IN MYRA, GO WEST ON THE MYRTIS ROAD FOR 0.95 MILE TO
 CQ3317'TRACK ROAD LEFT JUST AFTER PASSING WHITE HOUSE ON THE LEFT, TURN
 CQ3317'LEFT ON TRACK ROAD FOR 0.3 MILE TO FARM HOUSE ON THE RIGHT,
 CQ3317'CONTINUE SOUTH AND EAST FOR 0.4 MILE TO WIRE GATE ABOUT 0.2
 CQ3317'MILE EAST OF FIRE TOWER AND AZIMUTH MARK JUST WEST AS DESCRIBED,
 CQ3317'CONTINUE SOUTH AND EAST ON TRACK ROAD FOR 0.3 MILE TO GATE IN
 CQ3317'EAST-WEST FENCE LINE, GO THROUGH GATE, TURN LEFT AND GO EAST
 CQ3317'ALONG THE SOUTH SIDE OF FENCE FOR 0.2 MILE TO EAST EDGE OF
 CQ3317'CLEARING, TURN RIGHT AND GO SOUTHEAST FOR 0.3 MILE PICKING
 CQ3317'WAY THROUGH TREES TO HIGHEST POINT OF WOODED HILL AND
 CQ3317'STATION AS DESCRIBED.
 CQ3317'
 CQ3317'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 CQ3317
 CQ3317                          STATION RECOVERY (1970)
 CQ3317
 CQ3317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 CQ3317'ADDED DESC.--240 FT E. OF N. END OF A N-S TRAIL RD. 30 FT N. OF 2 10
 CQ3317'IN PINES.  40 FT N. OF A SMALL 25 FT DIAMETER CLEARING ON S. SLOPE.
 CQ3317'
 CQ3317'BOTH REF. MKS. FOUND IN GOOD CONDITION ALSO.  WITNESS POST
 CQ3317'STILL STANDING.
 CQ3317
 CQ3317                          STATION RECOVERY (1999)
 CQ3317
 CQ3317'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3317'MARK NOT FOUND.
 CQ3317
 CQ3317                          STATION RECOVERY (2000)
 CQ3317
 CQ3317'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ3317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3087 ***********************************************************************
 CQ3087  DESIGNATION -  MYRICK
 CQ3087  PID         -  CQ3087
 CQ3087  STATE/COUNTY-  LA/BIENVILLE
 CQ3087  USGS QUAD   -  JAMESTOWN (1986)
 CQ3087
 CQ3087                         *CURRENT SURVEY CONTROL
 CQ3087  ___________________________________________________________________
 CQ3087* NAD 83(1992)-  32 19 54.47164(N)    093 09 05.02796(W)     ADJUSTED  
 CQ3087* NAVD 88     -        74.6    (meters)     245.     (feet)  VERTCON   
 CQ3087  ___________________________________________________________________
 CQ3087  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CQ3087  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ3087
 CQ3087  HORZ ORDER  -  SECOND
 CQ3087
 CQ3087.The horizontal coordinates were established by classical geodetic methods
 CQ3087.and adjusted by the National Geodetic Survey in January 1993..
 CQ3087
 CQ3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3087
 CQ3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3087
 CQ3087.The geoid height was determined by GEOID03.
 CQ3087
 CQ3087;                    North         East     Units Scale Factor Converg.
 CQ3087;SPC LA N     -   203,286.943   938,674.176   MT  0.99994077   -0 20 39.8
 CQ3087;SPC LA N     -   666,950.58  3,079,633.53   sFT  0.99994077   -0 20 39.8
 CQ3087;UTM  15      - 3,577,223.995   485,751.506   MT  0.99960250   -0 04 51.5
 CQ3087
 CQ3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3087!SPC LA N     -   0.99999233  x   0.99994077  =   0.99993310
 CQ3087!UTM  15      -   0.99999233  x   0.99960250  =   0.99959483
 CQ3087
 CQ3087|---------------------------------------------------------------------|
 CQ3087| PID    Reference Object                     Distance      Geod. Az  |
 CQ3087|                                                           dddmmss.s |
 CQ3087| CX6811 MYRICK RM 1                          24.188 METERS 01110     |
 CQ3087| CQ3086 MYRICK RM 2                          17.764 METERS 07524     |
 CQ3087| CX6810 MYRICK AZ MK                                       3595309.6 |
 CQ3087|---------------------------------------------------------------------|
 CQ3087
 CQ3087                          SUPERSEDED SURVEY CONTROL
 CQ3087
 CQ3087  NAD 83(1986)-  32 19 54.48540(N)    093 09 05.01965(W) AD(       ) 2
 CQ3087  NAD 27      -  32 19 53.92044(N)    093 09 04.42920(W) AD(       ) 2
 CQ3087  NGVD 29 (07/19/86)   74.7    (m)          245.     (f) VERT ANG       
 CQ3087
 CQ3087.Superseded values are not recommended for survey control.
 CQ3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3087.See file dsdata.txt to determine how the superseded data were derived.
 CQ3087
 CQ3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8575277224(NAD 83)
 CQ3087_MARKER: DD = SURVEY DISK
 CQ3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3087
 CQ3087  HISTORY     - Date     Condition        Report By
 CQ3087  HISTORY     - 1971     MONUMENTED       LADTD
 CQ3087
 CQ3087                          STATION DESCRIPTION
 CQ3087
 CQ3087'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ3087'THE STATION IS LOCATED 5.5 MILES NORTH OF CASTOR, 3.5 MILES
 CQ3087'SOUTHEAST OF JAMESTOWN AND 10 MILES WEST OF BIENVILLE, IN THE
 CQ3087'NORTHWEST 1/4 OF SECTION 36, T16N, R8W, AND ON THE PROPERTY
 CQ3087'OWNED BY J.R. MYRICK, ADDRESS ROUTE 2, BOX 260, JAMESTOWN,
 CQ3087'LOUISIANA, TELEPHONE 544-2308.
 CQ3087'
 CQ3087'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE JUNCTION
 CQ3087'OF STATE HIGHWAYS 507 AND 4 IN CASTOR, DRIVE NORTH ON STATE
 CQ3087'HIGHWAY 507 FOR 5.3 MILES TO THE STATION WHICH IS SET ON THE
 CQ3087'RIGHT AND EAST OF THE HIGHWAY IN THE FRONT YARD OF THE
 CQ3087'J.R. MYRICK PROPERTY.
 CQ3087'
 CQ3087'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CQ3087'STATE HIGHWAY 507 FOR 0.5 MILE.  THE MARK IS SET ON THE LEFT
 CQ3087'NEAR A CULVERT AND FENCE.
 CQ3087'
 CQ3087'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3087'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ3087'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ3087'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ3087'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ3087'SURFACE.  THEY ARE STAMPED MYRICK 1971.  THE MARK IS 80 FEET
 CQ3087'SOUTH OF A METAL WITNESS POST AND SIGN SET AT R.M. 1, 79 FEET
 CQ3087'NORTHWEST OF THE NORTHWEST CORNER OF THE MYRICK RESIDENCE, 63
 CQ3087'FEET NORTH-NORTHWEST OF A 12 INCH PECAN TREE, 39 FEET
 CQ3087'EAST OF THE CENTER OF STATE HIGHWAY 507, AND 31 FEET
 CQ3087'SOUTHWEST OF A POWER POLE WITH A NIGHT LIGHT.
 CQ3087'
 CQ3087'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3087'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ3087'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ3087'THE GROUND.  IT IS STAMPED MYRICK R.M. 1 1971.  IT IS 53 FEET
 CQ3087'NORTH OF A POWER POLE WITH A NIGHT LIGHT, 45 FEET EAST-SOUTHEAST
 CQ3087'OF THE CENTER OF STATE HIGHWAY 507, 27 FEET WEST-NORTHWEST OF A
 CQ3087'36 INCH CEDAR TREE, 2 FEET WEST OF A FENCE CORNER, AND 1 FOOT
 CQ3087'WEST OF A WITNESS POST.
 CQ3087'
 CQ3087'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3087'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3087'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3087'GROUND.  IT IS STAMPED MYRICK R.M. 2 1971.  IT IS 93 FEET EAST
 CQ3087'OF THE CENTER OF STATE HIGHWAY 507, 84 FEET NORTH-NORTHEAST OF
 CQ3087'A 12 INCH PECAN TREE, 77 FEET NORTH OF THE NORTHWEST CORNER OF
 CQ3087'THE MYRICK RESIDENCE, AND 39 FEET EAST-SOUTHEAST OF A POWER
 CQ3087'POLE WITH A NIGHT LIGHT.
 CQ3087'
 CQ3087'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3087'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ3087'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ3087'THE GROUND.  IT IS STAMPED MYRICK AZ.MK. 1971.  IT IS 40 FEET
 CQ3087'WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 507, 18 FEET
 CQ3087'SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT, 17 FEET SOUTH
 CQ3087'OF A 12 INCH OAK TREE, 2 FEET EAST OF A FENCE AND 1 FOOT EAST
 CQ3087'OF A METAL WITNESS POST AND SIGN.
 CQ3087'
 CQ3087'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1324 ***********************************************************************
 AT1324  DESIGNATION -  MYRTLE
 AT1324  PID         -  AT1324
 AT1324  STATE/COUNTY-  LA/PLAQUEMINES
 AT1324  USGS QUAD   -  PHOENIX (1973)
 AT1324
 AT1324                         *CURRENT SURVEY CONTROL
 AT1324  ___________________________________________________________________
 AT1324* NAD 83(1992)-  29 38 26.92631(N)    089 57 04.60640(W)     ADJUSTED  
 AT1324* NAVD 88     -         4.09   (+/-2cm)      13.4  **(feet)  VERTCON   
 AT1324  **This station is located in a subsidence area (see below).
 AT1324  ___________________________________________________________________
 AT1324  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AT1324  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AT1324
 AT1324  HORZ ORDER  -  FIRST
 AT1324  VERT ORDER  -  THIRD ? (See Below)
 AT1324
 AT1324.The horizontal coordinates were established by classical geodetic methods
 AT1324.and adjusted by the National Geodetic Survey in January 1993..
 AT1324
 AT1324 ** The orthometric height has not been validated since last determined
 AT1324 ** by differential leveling and should not be used for control purposes.
 AT1324 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1324 ** area with valid NAVD 88 orthometric heights.
 AT1324 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1324 ** epoch indicated which incorporates improved geoid heights for the
 AT1324 ** Southern Louisiana Subsidence area.
 AT1324 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1324.The vertical order pertains to the NGVD 29 superseded value.
 AT1324
 AT1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1324
 AT1324.The geoid height was determined by GEOID03.
 AT1324
 AT1324;                    North         East     Units Scale Factor Converg.
 AT1324;SPC LA S     -   127,260.410 1,133,816.266   MT  0.99994536   +0 41 27.8
 AT1324;SPC LA S     -   417,520.20  3,719,862.20   sFT  0.99994536   +0 41 27.8
 AT1324;UTM  16      - 3,282,627.048   214,271.449   MT  1.00060746   -1 27 38.1
 AT1324;UTM  15      - 3,282,871.680   795,166.812   MT  1.00067513   +1 30 31.9
 AT1324
 AT1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1324!SPC LA S     -   1.00000329  x   0.99994536  =   0.99994865
 AT1324!UTM  16      -   1.00000329  x   1.00060746  =   1.00061075
 AT1324!UTM  15      -   1.00000329  x   1.00067513  =   1.00067842
 AT1324
 AT1324:                Primary Azimuth Mark                     Grid Az
 AT1324:SPC LA S     -  LAKE LERY OIL DERRICK                    039 11 12.8
 AT1324:UTM  16      -  LAKE LERY OIL DERRICK                    041 20 18.7
 AT1324:UTM  15      -  LAKE LERY OIL DERRICK                    038 22 08.7
 AT1324
 AT1324|---------------------------------------------------------------------|
 AT1324| PID    Reference Object                     Distance      Geod. Az  |
 AT1324|                                                           dddmmss.s |
 AT1324| AT1339 LAKE LERY OIL DERRICK               APPROX.22.9 KM 0395240.6 |
 AT1324| AT1307 POINTE A LA HACHE CTHSE FP          APPROX.16.6 KM 1144536.9 |
 AT1324| AT1309 RUINED BRICK STK SE PT CELESTE      APPROX.14.6 KM 1231304.4 |
 AT1324| AT1316 OIL DERRICK 5 MI SW PT CELESTE      APPROX.12.3 KM 1573739.6 |
 AT1324| AT1320 TT 11 L USGS 1932                   201.675 METERS 18229     |
 AT1324| DD7470 MYRTLE RM 1                          40.139 METERS 21105     |
 AT1324| DD7471 MYRTLE RM 2                          38.441 METERS 28753     |
 AT1324| DD7469 MYRTLE AZ MK                                       3015012.2 |
 AT1324| AT1323 BEAU SEJOUR NAVIGATION LIGHT        APPROX. 4.3 KM 3505301.5 |
 AT1324|---------------------------------------------------------------------|
 AT1324
 AT1324                          SUPERSEDED SURVEY CONTROL
 AT1324
 AT1324  NAD 83(1986)-  29 38 26.93949(N)    089 57 04.61012(W) AD(       ) 1
 AT1324  NAD 27      -  29 38 26.17800(N)    089 57 04.35700(W) AD(       ) 1
 AT1324  NGVD 29 (07/19/86)    4.18   (m)           13.7    (f) LEVELING    3  
 AT1324
 AT1324.Superseded values are not recommended for survey control.
 AT1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1324.See file dsdata.txt to determine how the superseded data were derived.
 AT1324
 AT1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1427182627(NAD 83)
 AT1324_MARKER: DS = TRIANGULATION STATION DISK
 AT1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1324+STABILITY: SURFACE MOTION
 AT1324
 AT1324  HISTORY     - Date     Condition        Report By
 AT1324  HISTORY     - 1934     MONUMENTED       CGS
 AT1324  HISTORY     - 1936     GOOD             LAGS
 AT1324  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT1324
 AT1324                          STATION DESCRIPTION
 AT1324
 AT1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1324'STATION IS ON
 AT1324'THE TOP OF A LEVEE
 AT1324'ON THE W BANK OF THE MISSISSIPPI RIVER, 0.2
 AT1324'MILE E OF THE VILLAGE OF MYRTLE GROVE
 AT1324'WHICH IS 25.2 MILES SE OF
 AT1324'GRETNA, 35 YARDS SE OF AN OLD STORAGE TANK, AND 50 YARDS
 AT1324'SE OF THE NORTHERNMOST TANK.
 AT1324'
 AT1324'THE STATION IS MARKED WITH A STANDARD BRONZE DISK SET IN
 AT1324'CONCRETE.
 AT1324'
 AT1324'REFERENCE MARK NO. 1, A MISSISSIPPI RIVER COMMISSION MARK WITH
 AT1324'U.S. STAMPED ON
 AT1324'TOP, IS AN IRON PIPE PROJECTING ABOUT 20 INCHES
 AT1324'ABOVE THE SURFACE OF THE GROUND.
 AT1324'IT IS 30 FEET S OF THE SOUTHERNMOST
 AT1324'STORAGE TANK OF AN OLD ABANDONED SUGAR MILL, AND
 AT1324'131.69 FEET
 AT1324'(40.14 METERS) FROM THE STATION S 31 DEG 05 MIN W.
 AT1324'
 AT1324'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AT1324'IS 17 FEET SW OF THE CENTER LINE OF A
 AT1324'DIRT LEVEE, 50 FEET SE OF THE
 AT1324'NORTHERNMOST OLD STORAGE TANK, AND
 AT1324'126.72 FEET (38.62 METERS) FROM THE STATION
 AT1324'N 72 DEG 07 MIN W.
 AT1324'
 AT1324'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 AT1324'IS 0.3 MILE FROM THE STATION N 58 DEG 10 MIN W.
 AT1324'
 AT1324'TT 11 L (USGS) IS 201.674 METERS (661.66 FEET) FROM THE STATION
 AT1324'S 2 DEG 29 MIN W.  THIS MARK PROJECTS ABOUT 3 INCHES
 AT1324'ABOVE THE SURFACE OF THE GROUND.
 AT1324'
 AT1324'THE CENTER OF THE SQUARE BRICK STACK OF THE OLD SUGAR REFINERY
 AT1324'IN MYRTLE GROVE IS
 AT1324'250 YARDS FROM THE STATION S 58 DEG 06 MIN E.
 AT1324
 AT1324                          STATION RECOVERY (1936)
 AT1324
 AT1324'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AT1324'STATION RECOVERED AS DESCRIBED.
 AT1324
 AT1324                          STATION RECOVERY (1966)
 AT1324
 AT1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1324'THE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND AND IS BELIEVED
 AT1324'TO HAVE BEEN
 AT1324'DESTROYED WHEN THE LEVEE WAS MOVED.  REFERENCE MARKS 1 AND 2
 AT1324'WERE FOUND TO HAVE BEEN
 AT1324'DESTROYED DUE TO LEVEE CONSTRUCTION.  THE AZIMUTH
 AT1324'MARK WAS FOUND DESTROYED DUE TO ROAD
 AT1324'CONSTRUCTION.  A NEW STATION MARK,
 AT1324'REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE
 AT1324'ESTABLISHED AT THIS
 AT1324'TIME.
 AT1324'
 AT1324'NOTE- SEE MYRTLE 2 FOR A COMPLETE NEW DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2400 ***********************************************************************
 AU2400  DESIGNATION -  MYRTLE 1933
 AU2400  PID         -  AU2400
 AU2400  STATE/COUNTY-  LA/ST MARY
 AU2400  USGS QUAD   -  BELLE ISLE (1994)
 AU2400
 AU2400                         *CURRENT SURVEY CONTROL
 AU2400  ___________________________________________________________________
 AU2400* NAD 83(1992)-  29 33 33.97913(N)    091 22 33.52470(W)     ADJUSTED  
 AU2400* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2400  **This station is located in a subsidence area (see below).
 AU2400  ___________________________________________________________________
 AU2400  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2400  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AU2400
 AU2400  HORZ ORDER  -  THIRD
 AU2400
 AU2400.The horizontal coordinates were established by classical geodetic methods
 AU2400.and adjusted by the National Geodetic Survey in January 1993..
 AU2400
 AU2400 ** The orthometric height has not been validated since last determined
 AU2400 ** by differential leveling and should not be used for control purposes.
 AU2400 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2400 ** area with valid NAVD 88 orthometric heights.
 AU2400 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2400 ** epoch indicated which incorporates improved geoid heights for the
 AU2400 ** Southern Louisiana Subsidence area.
 AU2400 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2400.The orthometric height was scaled from a topographic map.
 AU2400
 AU2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2400
 AU2400.The geoid height was determined by GEOID03.
 AU2400
 AU2400;                    North         East     Units Scale Factor Converg.
 AU2400;SPC LA S     -   117,434.656   995,867.402   MT  0.99995522   -0 01 16.8
 AU2400;SPC LA S     -   385,283.53  3,267,274.97   sFT  0.99995522   -0 01 16.8
 AU2400;UTM  15      - 3,271,069.391   657,331.173   MT  0.99990543   +0 48 04.8
 AU2400
 AU2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2400!SPC LA S     -   1.00000382  x   0.99995522  =   0.99995904
 AU2400!UTM  15      -   1.00000382  x   0.99990543  =   0.99990925
 AU2400
 AU2400                          SUPERSEDED SURVEY CONTROL
 AU2400
 AU2400  NAD 83(1986)-  29 33 34.00284(N)    091 22 33.52284(W) AD(       ) 3
 AU2400  NAD 27      -  29 33 33.24000(N)    091 22 33.12000(W) AD(       ) 3
 AU2400
 AU2400.Superseded values are not recommended for survey control.
 AU2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2400.See file dsdata.txt to determine how the superseded data were derived.
 AU2400
 AU2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5733171069(NAD 83)
 AU2400_MARKER: DS = TRIANGULATION STATION DISK
 AU2400_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2400_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2400
 AU2400  HISTORY     - Date     Condition        Report By
 AU2400  HISTORY     - 1933     MONUMENTED       CGS
 AU2400  HISTORY     - 1937     GOOD             USE
 AU2400  HISTORY     - 1948     GOOD             CGS
 AU2400
 AU2400                          STATION DESCRIPTION
 AU2400
 AU2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2400'STATION IS IN THE MARSH ON THE BIG WAX BAYOU, ON THE E BANK
 AU2400'ABOUT 400 METERS (1,300 FEET) N OF THE INTERSECTION OF BIG
 AU2400'WAX BAYOU AND MYRTLE BAYOU, AND 35 METERS (115 FEET) FROM
 AU2400'THE SHORE LINE.
 AU2400'
 AU2400'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 AU2400'CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED
 AU2400'BY MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2400'DRIVEN INTO THE MARSH.
 AU2400'
 AU2400'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 AU2400'SET IN THE CENTER OF A MASS OF CONCRETE FASTENED TO THE
 AU2400'TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 14.065
 AU2400'METERS (46.14 FEET) FROM THE STATION N 20 DEG E.
 AU2400'
 AU2400'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 AU2400'SET IN THE CENTER OF A MASS OF CONCRETE FASTENED TO THE
 AU2400'TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 13.931
 AU2400'METERS (45.71 FEET) FROM THE STATION S 70 DEG E.
 AU2400'
 AU2400'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2400
 AU2400                          STATION RECOVERY (1937)
 AU2400
 AU2400'RECOVERY NOTE BY US ENGINEERS 1937
 AU2400'LETTER OF DISTRICT ENGINEER, U.S.E. OFFICE, NEW ORLEANS,
 AU2400'LA., 9/8/37--MR. R.M. KEELING, PARTY CHIEF, SUN OIL COMPANY,
 AU2400'SEISMO PARTY NO. 3, MORGAN CITY, LOUISIANA, REPORTS THAT
 AU2400'THE FIRST REFERENCE MARK AT STATION MYRTLE IS MISSING AND THAT
 AU2400'THE STATION ITSELF HAS BEEN SHATTERED WITH A SLEDGE OR
 AU2400'SOME SUCH HEAVY INSTRUMENT.  THE BRONZE TABLET IS MISSING
 AU2400'AND THERE ARE SEVERAL CONCRETE CHIPS AROUND THE MONUMENT,
 AU2400'ABOUT A FOOT OF WHICH IS STILL PROJECTING FROM THE GROUND.
 AU2400'THE SECOND REFERENCE MARK IS IN GOOD CONDITION.
 AU2400
 AU2400                          STATION RECOVERY (1948)
 AU2400
 AU2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2400'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 AU2400'IN ADDITION, AN ADDITIONAL CONCRETE POST (APPROX. 4 BY 4)
 AU2400'HAS BEEN SET 17.7 METERS FROM THE STATION N 58 DEG W.
 AU2400'
 AU2400'REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED IN
 AU2400'GOOD CONDITION.  THE STATION HAS NO DISC AND THE CONCRETE
 AU2400'HAS BEEN CHIPPED AWAY LEAVING A 2 BY 4 PROJECTING FROM A
 AU2400'COLLAR OF CONCRETE.
 AU2400'
 AU2400'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 17.84 METERS.
 AU2400'
 AU2400'REFERENCE MARK 1 TO CONCRETE POST IS 20.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1321 ***********************************************************************
 AT1321  DESIGNATION -  MYRTLE 2
 AT1321  PID         -  AT1321
 AT1321  STATE/COUNTY-  LA/PLAQUEMINES
 AT1321  USGS QUAD   -  PHOENIX (1973)
 AT1321
 AT1321                         *CURRENT SURVEY CONTROL
 AT1321  ___________________________________________________________________
 AT1321* NAD 83(1992)-  29 38 17.87644(N)    089 57 00.48684(W)     ADJUSTED  
 AT1321* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT1321  **This station is located in a subsidence area (see below).
 AT1321  ___________________________________________________________________
 AT1321  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AT1321  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AT1321
 AT1321  HORZ ORDER  -  SECOND
 AT1321
 AT1321.The horizontal coordinates were established by classical geodetic methods
 AT1321.and adjusted by the National Geodetic Survey in January 1993..
 AT1321
 AT1321 ** The orthometric height has not been validated since last determined
 AT1321 ** by differential leveling and should not be used for control purposes.
 AT1321 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1321 ** area with valid NAVD 88 orthometric heights.
 AT1321 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1321 ** epoch indicated which incorporates improved geoid heights for the
 AT1321 ** Southern Louisiana Subsidence area.
 AT1321 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1321.The orthometric height was scaled from a topographic map.
 AT1321
 AT1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1321
 AT1321.The geoid height was determined by GEOID03.
 AT1321
 AT1321;                    North         East     Units Scale Factor Converg.
 AT1321;SPC LA S     -   126,983.131 1,133,930.422   MT  0.99994564   +0 41 29.8
 AT1321;SPC LA S     -   416,610.49  3,720,236.73   sFT  0.99994564   +0 41 29.8
 AT1321;UTM  16      - 3,282,345.493   214,375.183   MT  1.00060673   -1 27 35.6
 AT1321;UTM  15      - 3,282,595.857   795,285.000   MT  1.00067599   +1 30 33.6
 AT1321
 AT1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1321!SPC LA S     -   1.00000363  x   0.99994564  =   0.99994927
 AT1321!UTM  16      -   1.00000363  x   1.00060673  =   1.00061036
 AT1321!UTM  15      -   1.00000363  x   1.00067599  =   1.00067962
 AT1321
 AT1321|---------------------------------------------------------------------|
 AT1321| PID    Reference Object                     Distance      Geod. Az  |
 AT1321|                                                           dddmmss.s |
 AT1321| DD7473 MYRTLE 2 RM 3                        27.602 METERS 02304     |
 AT1321| AT1322 PHOENIX RELAY TOWER                 APPROX. 2.8 KM 0910353.5 |
 AT1321| DD7474 MYRTLE 2 RM 4                        23.327 METERS 22626     |
 AT1321| DD7472 MYRTLE 2 AZ MK                                     2832800.8 |
 AT1321| AT1326 ST ROSALIE MICROWAVE MAST           APPROX. 3.8 KM 3170443.2 |
 AT1321|---------------------------------------------------------------------|
 AT1321
 AT1321                          SUPERSEDED SURVEY CONTROL
 AT1321
 AT1321  NAD 83(1986)-  29 38 17.88959(N)    089 57 00.49062(W) AD(       ) 2
 AT1321  NAD 27      -  29 38 17.12678(N)    089 57 00.23721(W) AD(       ) 2
 AT1321
 AT1321.Superseded values are not recommended for survey control.
 AT1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1321.See file dsdata.txt to determine how the superseded data were derived.
 AT1321
 AT1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1437582345(NAD 83)
 AT1321_MARKER: DS = TRIANGULATION STATION DISK
 AT1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1321+STABILITY: SURFACE MOTION
 AT1321
 AT1321  HISTORY     - Date     Condition        Report By
 AT1321  HISTORY     - 1966     MONUMENTED       CGS
 AT1321  HISTORY     - 1971     GOOD             NGS
 AT1321  HISTORY     - 1972     GOOD             NGS
 AT1321  HISTORY     - 1976     SEE DESCRIPTION  NGS
 AT1321
 AT1321                          STATION DESCRIPTION
 AT1321
 AT1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1321'STATION IS LOCATED IN THE VILLAGE OF MYRTLE GROVE, BETWEEN THE LEVEE
 AT1321'AND A RAILROAD AND
 AT1321'ON PROPERTY OWNED BY MR. LOUIS ROUSSEL.
 AT1321'
 AT1321'TO REACH THE STATION FROM THE VILLAGE LIMITS IN MYRTLE GROVE, GO
 AT1321'EAST ON STATE
 AT1321'HIGHWAY 23 FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO
 AT1321'NORTH AND WEST ON A SHELL ROAD
 AT1321'FOR 0.1 MILE TO THE STATION ON THE RIGHT
 AT1321'JUST BEFORE REACHING A CATTLE GUARD.
 AT1321'
 AT1321'STATION MARKS ARE STANDARD DISKS STAMPED MYRTLE 2 1966.  THE SURFACE
 AT1321'DISK IS SET IN THE
 AT1321'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AT1321'WITH THE GROUND SURFACE.  IT IS 79
 AT1321'FEET WEST-NORTHWEST OF THE CENTER OF
 AT1321'A SHELL DRIVEWAY, 40.3 FEET NORTH-NORTHEAST OF THE
 AT1321'NORTH RAIL OF A RAILROAD
 AT1321'18 FEET EAST-SOUTHEAST OF A FENCE AND 1.3 FEET EAST OF A METAL
 AT1321'WITNESS POST.  THE
 AT1321'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AT1321'42 INCHES BELOW THE GROUND SURFACE.
 AT1321'
 AT1321'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MYRTLE 2 NO 3 1966, IS
 AT1321'SET IN THE TOP OF
 AT1321'A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AT1321'2 INCHES.  IT IS 66 FEET
 AT1321'SOUTH-SOUTHWEST OF A FENCE CORNER AND 1 FOOT
 AT1321'EAST-SOUTHEAST OF THE FENCE.
 AT1321'
 AT1321'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MYRTLE 2 NO 4 1966, IS
 AT1321'SET IN THE TOP OF
 AT1321'A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AT1321'3 INCHES.  IT IS 29 FEET
 AT1321'SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD,
 AT1321'2 FEET NORTHEAST OF A FENCE CORNER AND 1
 AT1321'FOOT EAST-SOUTHEAST OF A FENCE.
 AT1321'
 AT1321'AZIMUTH MARK, A STANDARD DISK STAMPED MYRTLE 2 1966, IS CEMENTED IN
 AT1321'A DRILL HOLE IN
 AT1321'CONCRETE OF THE NORTH ABUTMENT OF A CULVERT AND FLUSH
 AT1321'WITH THE SURFACE.  IT IS 24 FEET
 AT1321'NORTH OF THE CENTER OF STATE HIGHWAY
 AT1321'23 AND AT THE EAST END OF THE ABUTMENT.
 AT1321'
 AT1321'TO REACH THE AZIMUTH MARK FROM THE VILLAGE LIMITS OF MYRTLE GROVE.
 AT1321'GO WEST ON STATE
 AT1321'HIGHWAY 23 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AT1321'
 AT1321'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AT1321
 AT1321                          STATION RECOVERY (1971)
 AT1321
 AT1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 AT1321'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  DISTANCES
 AT1321'CHECKED O.K.  ORIGINAL DESCRIPTION IS ADEQUATE.
 AT1321
 AT1321                          STATION RECOVERY (1972)
 AT1321
 AT1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 AT1321'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS THEY
 AT1321'WERE DESCRIBED IN THE 1966 DESCRIPTION.
 AT1321
 AT1321                          STATION RECOVERY (1976)
 AT1321
 AT1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 AT1321'THE STATION WAS VISITED AND THE STATION SURFACE MARK, REFERENCE MARK
 AT1321'NO. 3 AND 4 WERE FOUND DESTROYED.  THE STATION UNDERGROUND MARK WAS
 AT1321'FOUND IN GOOD CONDITION AND A NEW SURFACE MARK WAS SET OVER THE
 AT1321'UNDERGROUND MARK.  REFERENCE MARK NO. 5 WAS ESTABLISHED AT THIS
 AT1321'DATE AND USE MARK LLD-66 WAS USED AS REFERENCE MARK NO. 6 AND CAN
 AT1321'BE USED AS A AZIMUTH MARK SINCE IT WILL HAVE A DISTANCE AND AZIMUTH
 AT1321'FROM THE COORDINATES BETWEEN THE TWO MARKS.  A NEW DESCRIPTION
 AT1321'FOLLOWS--
 AT1321'
 AT1321'THE STATION IS LOCATED IN THE VILLAGE OF MYRTLE GROOVE, BETWEEN THE
 AT1321'RAILROAD AND THE LEVEE.  IT IS 40.3 FEET NORTH OF THE NORTH RAIL OF
 AT1321'THE TRACKS, 54 FEET NORTH-NORTHEAST OF A SHELL ROAD, 81 FEET
 AT1321'WEST-NORTHWEST OF THE CENTER OF THE SHELL DRIVEWAY, 122 FEET
 AT1321'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE,
 AT1321'136 FEET NORTH-NORTHWEST OF A POWER POLE IN THE FRONT YARD OF THE
 AT1321'SMALL WHITE HOUSE 232 FEET SOUTH OF THE CENTER OF THE TOP OF THE
 AT1321'LEVEE.  IT IS A STANDARD DISK STAMPED MYRTLE 2 1966 1976.
 AT1321'
 AT1321'REFERENCE MARK NO. 5 IS 162.98 FEET NORTH OF THE STATION.  IT IS 09.5
 AT1321'FEET SOUTH OF THE CENTER OF THE TOP OF THE LEVEE, AT THE TOE OF THE
 AT1321'LEVEE, 180.5 FEET NORTHWEST OF A GUYED POWER POLE, 130.5 FEET
 AT1321'NORTHWEST OF THE PROJECTED PLANE OF THE NORTHWEST WALL OF THE
 AT1321'SMALL WHITE HOUSE SOUTH OF THE STATION, AND 1 FOOT NORTH-NORTHEAST
 AT1321'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 AT1321'MYRTLE 2 NO 5 1976 FLUSH WITH THE GROUND.
 AT1321'
 AT1321'LLD B 56 (USE) 319.54 FEET NORTHEAST OF THE STATION IN THE CENTER OF
 AT1321'THE TOP OF THE LEVEE, 426 FEET NORTHWEST OF THE CENTER OF THE ROAD
 AT1321'APPROCH TO THE LEVEE, 8 FEET SOUTHWEST OF CONCRETE REVETMENT, 48
 AT1321'FEET SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST WALL OF A
 AT1321'SMALL WHITE HOUSE (SAME HOUSE AS THE NORTHWEST WALL REFERENCE IN
 AT1321'R.M. NO.  5). AND 126 FEET NORTHEAST OF A GUYED POWER POLE.  IT IS
 AT1321'A USE DISK STAMPED LLD B 56 1976, 6 INCHES BELOW THE SURFACE OF
 AT1321'THE GROUND.
 AT1321'
 AT1321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MYRLE GROOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1236 ***********************************************************************
 AT1236  DESIGNATION -  MYSTERY 2 1911
 AT1236  PID         -  AT1236
 AT1236  STATE/COUNTY-  LA/JEFFERSON
 AT1236  USGS QUAD   -  WILKINSON BAY (1992)
 AT1236
 AT1236                         *CURRENT SURVEY CONTROL
 AT1236  ___________________________________________________________________
 AT1236* NAD 83(1992)-  29 26 01.14099(N)    089 58 06.11196(W)     ADJUSTED  
 AT1236* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1236  **This station is located in a subsidence area (see below).
 AT1236  ___________________________________________________________________
 AT1236  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AT1236  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AT1236
 AT1236  HORZ ORDER  -  THIRD
 AT1236
 AT1236.The horizontal coordinates were established by classical geodetic methods
 AT1236.and adjusted by the National Geodetic Survey in January 1993..
 AT1236
 AT1236 ** The orthometric height has not been validated since last determined
 AT1236 ** by differential leveling and should not be used for control purposes.
 AT1236 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1236 ** area with valid NAVD 88 orthometric heights.
 AT1236 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1236 ** epoch indicated which incorporates improved geoid heights for the
 AT1236 ** Southern Louisiana Subsidence area.
 AT1236 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1236.The orthometric height was scaled from a topographic map.
 AT1236
 AT1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1236
 AT1236.The geoid height was determined by GEOID03.
 AT1236
 AT1236;                    North         East     Units Scale Factor Converg.
 AT1236;SPC LA S     -   104,280.286 1,132,435.629   MT  0.99997440   +0 40 57.0
 AT1236;SPC LA S     -   342,126.24  3,715,332.56   sFT  0.99997440   +0 40 57.0
 AT1236;UTM  16      - 3,259,699.731   212,029.424   MT  1.00062338   -1 27 34.9
 AT1236;UTM  15      - 3,259,857.891   794,111.663   MT  1.00066750   +1 29 27.1
 AT1236
 AT1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1236!SPC LA S     -   1.00000384  x   0.99997440  =   0.99997824
 AT1236!UTM  16      -   1.00000384  x   1.00062338  =   1.00062723
 AT1236!UTM  15      -   1.00000384  x   1.00066750  =   1.00067135
 AT1236
 AT1236                          SUPERSEDED SURVEY CONTROL
 AT1236
 AT1236  NAD 83(1986)-  29 26 01.15419(N)    089 58 06.11900(W) AD(       ) 3
 AT1236  NAD 27      -  29 26 00.35800(N)    089 58 05.86100(W) AD(       ) 3
 AT1236
 AT1236.Superseded values are not recommended for survey control.
 AT1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1236.See file dsdata.txt to determine how the superseded data were derived.
 AT1236
 AT1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1202959700(NAD 83)
 AT1236_MARKER: DD = SURVEY DISK
 AT1236_SETTING: 0 = UNSPECIFIED SETTING
 AT1236
 AT1236  HISTORY     - Date     Condition        Report By
 AT1236  HISTORY     - 1911     MONUMENTED       CGS
 AT1236  HISTORY     - 1934     MARK NOT FOUND   CGS
 AT1236
 AT1236                          STATION DESCRIPTION
 AT1236
 AT1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1236'ON AN ISLAND IN THE WESTERN PART OF BARATARIA BAY, ON THE FIRST POINT
 AT1236'S OF THE EXTREME
 AT1236'POINT OF THE ISLAND, AND 40 METERS (131 FEET)
 AT1236'BACK FROM THE SHORE IN VERY SOFT
 AT1236'MARSH LAND.  THE STATION WAS
 AT1236'MARKED WITH A GALVANIZED IRON PIPE WITH A COPPER
 AT1236'DISK TRIANGULATION
 AT1236'STATION MARK FASTENED IN THE PIPE.
 AT1236'
 AT1236'THE REFERENCE MARK, A SIMILAR PIPE, WAS 10 METERS (33 FEET)
 AT1236'FROM THE STATION
 AT1236'S 1 DEG 06 MIN E.  THIS STATION WAS REPORTED
 AT1236'DESTROYED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0982 ***********************************************************************
 AT0982  DESIGNATION -  MYTH
 AT0982  PID         -  AT0982
 AT0982  STATE/COUNTY-  LA/ST BERNARD
 AT0982  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0982
 AT0982                         *CURRENT SURVEY CONTROL
 AT0982  ___________________________________________________________________
 AT0982* NAD 83(1992)-  29 48 27.31791(N)    089 16 48.46749(W)     ADJUSTED  
 AT0982* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0982  ___________________________________________________________________
 AT0982  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0982  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AT0982
 AT0982  HORZ ORDER  -  SECOND
 AT0982
 AT0982.The horizontal coordinates were established by classical geodetic methods
 AT0982.and adjusted by the National Geodetic Survey in May 1994..
 AT0982
 AT0982.The orthometric height was scaled from a topographic map.
 AT0982
 AT0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0982
 AT0982.The geoid height was determined by GEOID03.
 AT0982
 AT0982;                    North         East     Units Scale Factor Converg.
 AT0982;SPC LA S     -   146,717.041 1,198,462.781   MT  0.99993140   +1 01 35.9
 AT0982;SPC LA S     -   481,354.16  3,931,956.64   sFT  0.99993140   +1 01 35.9
 AT0982;UTM  16      - 3,299,645.261   279,634.118   MT  1.00019919   -1 08 02.0
 AT0982
 AT0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0982!SPC LA S     -   1.00000404  x   0.99993140  =   0.99993544
 AT0982!UTM  16      -   1.00000404  x   1.00019919  =   1.00020323
 AT0982
 AT0982:                Primary Azimuth Mark                     Grid Az
 AT0982:SPC LA S     -  TWIL 1934                                189 25 18.1
 AT0982:UTM  16      -  TWIL 1934                                191 34 56.0
 AT0982
 AT0982|---------------------------------------------------------------------|
 AT0982| PID    Reference Object                     Distance      Geod. Az  |
 AT0982|                                                           dddmmss.s |
 AT0982| AT0981 TWIL 1934                           APPROX. 5.4 KM 1902654.0 |
 AT0982| DD7477 MYTH RM 2                            13.332 METERS 19923     |
 AT0982| DD7476 MYTH RM 1                            14.567 METERS 27728     |
 AT0982|---------------------------------------------------------------------|
 AT0982
 AT0982                          SUPERSEDED SURVEY CONTROL
 AT0982
 AT0982  NAD 83(1992)-  29 48 27.32049(N)    089 16 48.46302(W) AD(       ) 2
 AT0982  NAD 83(1986)-  29 48 27.32419(N)    089 16 48.46517(W) AD(       ) 2
 AT0982  NAD 27      -  29 48 26.59300(N)    089 16 48.30500(W) AD(       ) 2
 AT0982
 AT0982.Superseded values are not recommended for survey control.
 AT0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0982.See file dsdata.txt to determine how the superseded data were derived.
 AT0982
 AT0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7963499645(NAD 83)
 AT0982_MARKER: DS = TRIANGULATION STATION DISK
 AT0982_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0982_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0982
 AT0982  HISTORY     - Date     Condition        Report By
 AT0982  HISTORY     - 1934     MONUMENTED       CGS
 AT0982  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT0982
 AT0982                          STATION DESCRIPTION
 AT0982
 AT0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0982'THE STATION IS LOCATED ON THE NW COAST OF THE S POINT AT THE ENTRANCE
 AT0982'TO MORGANS HARBOR
 AT0982'FROM BRETON SOUND.  ABOUT 250 METERS SW OF THE
 AT0982'POINT, 22 METERS FROM THE SHORE IN
 AT0982'LOW MANGROVE BRUSH AND SOFT MARSH.
 AT0982'
 AT0982'STATION MARK IS A STANDARD BRONZE DISK SET AT THE CENTER OF THE TOP
 AT0982'OF AN 8-INCH
 AT0982'CEMENT PIPE FASTENED TO THE UPPER END OF A LONG WOODEN
 AT0982'PILE DRIVEN INTO THE MARSH, AND
 AT0982'PROJECTING 4 INCHES ABOVE GROUND.
 AT0982'
 AT0982'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 AT0982'SQUARE BLOCK OF
 AT0982'CONCRETE, CAST AROUND A 2 BY 4 CYPRESS PILING, AND
 AT0982'LOCATED TO THE WESTWARD 8 METERS
 AT0982'FROM THE SHORE.
 AT0982'
 AT0982'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 AT0982'SQUARE BLOCK OF
 AT0982'CONCRETE, CAST AROUND A 2 BY 4 CYPRESS PILING AND
 AT0982'LOCATED TO THE S BY SW.
 AT0982'
 AT0982'A 30-FOOT SIGNAL WILL SEE ALL STATIONS.
 AT0982
 AT0982                          STATION RECOVERY (1952)
 AT0982
 AT0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0982'STATION LOST.  A THOROUGH SEARCH OF THE AREA WAS MADE BY A TWO-MAN
 AT0982'PARTY.  FIELD
 AT0982'PARTIES OF VARIOUS GEOPHYSICAL COMPANIES HAVE MADE
 AT0982'EXTENSIVE SERARCHES FOR THE
 AT0982'STATION WITH NO SUCCESS.  ON THE BASIS OF
 AT0982'THE SHORELINE EROSION AT OTHER NEIGHBORING
 AT0982'STATIONS THE MONUMENTS
 AT0982'HAVE BEEN WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0984 ***********************************************************************
 AT0984  DESIGNATION -  MYTH 2 AZ MK
 AT0984  PID         -  AT0984
 AT0984  STATE/COUNTY-  LA/ST BERNARD
 AT0984  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0984
 AT0984                         *CURRENT SURVEY CONTROL
 AT0984  ___________________________________________________________________
 AT0984* NAD 83(1992)-  29 47 57.30260(N)    089 17 46.26100(W)     ADJUSTED  
 AT0984* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0984  ___________________________________________________________________
 AT0984  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0984  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AT0984
 AT0984  HORZ ORDER  -  THIRD
 AT0984
 AT0984.The horizontal coordinates were established by classical geodetic methods
 AT0984.and adjusted by the National Geodetic Survey in May 1994..
 AT0984.No horizontal observational check was made to the station.
 AT0984
 AT0984.The orthometric height was scaled from a topographic map.
 AT0984
 AT0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0984
 AT0984.The geoid height was determined by GEOID03.
 AT0984
 AT0984;                    North         East     Units Scale Factor Converg.
 AT0984;SPC LA S     -   145,765.340 1,196,927.617   MT  0.99993190   +1 01 07.0
 AT0984;SPC LA S     -   478,231.79  3,926,920.02   sFT  0.99993190   +1 01 07.0
 AT0984;UTM  16      - 3,298,751.864   278,063.743   MT  1.00020776   -1 08 29.7
 AT0984
 AT0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0984!SPC LA S     -   1.00000404  x   0.99993190  =   0.99993594
 AT0984!UTM  16      -   1.00000404  x   1.00020776  =   1.00021180
 AT0984
 AT0984|---------------------------------------------------------------------|
 AT0984| PID    Reference Object                     Distance      Geod. Az  |
 AT0984|                                                           dddmmss.s |
 AT0984| DD7478 MYTH 2 AZ MK RM 3                    18.763 METERS 13952     |
 AT0984| AT0988 MYTH 2 AZ MK AZIMUTH                APPROX. 0.6 KM 1882456.6 |
 AT0984| DD7479 MYTH 2 AZ MK RM 4                    19.128 METERS 23515     |
 AT0984|---------------------------------------------------------------------|
 AT0984
 AT0984                          SUPERSEDED SURVEY CONTROL
 AT0984
 AT0984  NAD 83(1992)-  29 47 57.30564(N)    089 17 46.25824(W) AD(       ) 3
 AT0984  NAD 83(1986)-  29 47 57.30957(N)    089 17 46.25976(W) AD(       ) 3
 AT0984  NAD 27      -  29 47 56.58100(N)    089 17 46.09700(W) AD(       ) 3
 AT0984
 AT0984.Superseded values are not recommended for survey control.
 AT0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0984.See file dsdata.txt to determine how the superseded data were derived.
 AT0984
 AT0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7806498752(NAD 83)
 AT0984_MARKER: DZ = AZIMUTH MARK DISK
 AT0984_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0984+WITH SETTING: INFORMATION.
 AT0984_SP_SET: PREFABRICATED CONCRETE POST
 AT0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0984
 AT0984  HISTORY     - Date     Condition        Report By
 AT0984  HISTORY     - 1966     MONUMENTED       CGS
 AT0984  HISTORY     - 1970     GOOD             NGS
 AT0984
 AT0984                          STATION DESCRIPTION
 AT0984
 AT0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT0984'SEE STATION MYTH 2.
 AT0984'THE AZIMUTH MARK IS LOCATED 1.1 MILE SOUTHWEST OF MYTH 2, 0.3
 AT0984'MILE NORTHEAST OF
 AT0984'THE NORTHWEST POINT OF THE LAND ON THE SOUTHEAST
 AT0984'SHORE OF MORGAN HARBOR.  IT IS A
 AT0984'STANDARD DISK STAMPED MYTH 2 1952
 AT0984'1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD
 AT0984'GROUND ROD 32 FEET
 AT0984'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.5
 AT0984'FEET.  IT IS ABOUT
 AT0984'80 PACES SOUTHEAST OF THE NORTHWEST SHORELINE, 27
 AT0984'PACES NORTHWEST OF A SMALL LAKE, AND
 AT0984'3.8 FEET NORTH OF A METAL
 AT0984'WITNESS POST.
 AT0984
 AT0984                          STATION RECOVERY (1970)
 AT0984
 AT0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0984'STATION WAS VISITED 3-26-70.  THIS STATION IS THE AZIMUTH MARK FOR
 AT0984'MYTH 2 1952, SET IN 1966 AND A POSITION DETERMINED FOR BY
 AT0984'TELLUROMETER TRAVERSE.  THE MARK WAS RECOVERED AND FOUND IN GOOD
 AT0984'CONDITION.  REFERENCE MARKS 3 AND 4, AND AN ADDITIONAL AZIMUTH
 AT0984'MARK TO THIS AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A
 AT0984'COMPLETE DESCRIPTION FOLLOWS--
 AT0984'
 AT0984'STATION IS LOCATED ABOUT 23 MILES EAST-SOUTHEAST OF SHELL BEACH,
 AT0984'2-1/2 MILES NORTH-NORTHEAST OF CODFISH POINT, 2 MILES SOUTHWEST OF
 AT0984'THE SOUTHWEST END OF COMFORT ISLAND AND IN MARSHLAND ALONG THE
 AT0984'SOUTHEAST SIDE OF MORGAN HARBOR.  IT IS 188 FEET SOUTHEAST OF THE
 AT0984'SHORELINE OF MORGAN HARBOR AND 4 FEET NORTH-NORTHWEST OF A METAL
 AT0984'WITNESS POST.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED MYTH
 AT0984'2 1952 1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND
 AT0984'ROD 32 FEET LONG AND ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 AT0984'PROJECTS 2.5 FEET.  A 4-FOOT WOODEN STAND IS OVER THE MARK AT THIS
 AT0984'TIME.
 AT0984'
 AT0984'REFERENCE MARK NO. 3 IS 61.57 FEET EAST-SOUTHEAST OF THE STATION.
 AT0984'IT IS 58.8 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST.  IT IS A C
 AT0984'AND GS REFERENCE MARK DISK, STAMPED MYTH 2 AZ 1952 1966 NO3 1970,
 AT0984'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT0984'LONG AND ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 16
 AT0984'INCHES.
 AT0984'
 AT0984'REFERENCE MARK NO. 4 IS 62.75 FEET SOUTHWEST OF THE STATION.  IT IS
 AT0984'195 FEET SOUTHEAST OF THE SHORELINE OF MORGAN HARBOR AND 60 FEET
 AT0984'SOUTHWEST OF THE METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 AT0984'MARK DISK, STAMPED MYTH 2 AZ 1952 1966 NO 4 1970, CRIMPED TO THE TOP
 AT0984'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG AND ENCASED IN A
 AT0984'4 INCH ORANGEBURG PIPE WHICH PROJECTS 16 INCHES.
 AT0984'
 AT0984'AZIMUTH MARK IS 576.869 METERS SOUTH OF THE STATION.  IT IS 124
 AT0984'PACES NORTH OF THE NORTHEDGE OF A SMALL POND, 85 PACES WEST OF A
 AT0984'SMALL COVE AND 4.2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 AT0984'IT IS A C AND GS AZIMUTH MARK DISK, STAMPED MYTH 2 1952 AZ 1966
 AT0984'1970, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AT0984'FEET LONG AND ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 18
 AT0984'INCHES.
 AT0984'
 AT0984'NOTE--STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0984'
 AT0984'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 23 MILES ESE
 AT0984'OF SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0988 ***********************************************************************
 AT0988  DESIGNATION -  MYTH 2 AZ MK AZIMUTH
 AT0988  PID         -  AT0988
 AT0988  STATE/COUNTY-  LA/ST BERNARD
 AT0988  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0988
 AT0988                         *CURRENT SURVEY CONTROL
 AT0988  ___________________________________________________________________
 AT0988* NAD 83(1992)-  29 47 38.80166(N)    089 17 49.39916(W)     ADJUSTED  
 AT0988* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0988  ___________________________________________________________________
 AT0988  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0988  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AT0988
 AT0988  HORZ ORDER  -  THIRD
 AT0988
 AT0988.The horizontal coordinates were established by classical geodetic methods
 AT0988.and adjusted by the National Geodetic Survey in May 1994..
 AT0988.No horizontal observational check was made to the station.
 AT0988
 AT0988.The orthometric height was scaled from a topographic map.
 AT0988
 AT0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0988
 AT0988.The geoid height was determined by GEOID03.
 AT0988
 AT0988;                    North         East     Units Scale Factor Converg.
 AT0988;SPC LA S     -   145,194.301 1,196,853.482   MT  0.99993222   +1 01 05.4
 AT0988;SPC LA S     -   476,358.30  3,926,676.80   sFT  0.99993222   +1 01 05.4
 AT0988;UTM  16      - 3,298,183.869   277,968.109   MT  1.00020829   -1 08 30.6
 AT0988
 AT0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0988!SPC LA S     -   1.00000403  x   0.99993222  =   0.99993625
 AT0988!UTM  16      -   1.00000403  x   1.00020829  =   1.00021232
 AT0988
 AT0988:                Primary Azimuth Mark                     Grid Az
 AT0988:SPC LA S     -  MYTH 2 AZ MK                             007 23 49.6
 AT0988:UTM  16      -  MYTH 2 AZ MK                             009 33 25.6
 AT0988
 AT0988|---------------------------------------------------------------------|
 AT0988| PID    Reference Object                     Distance      Geod. Az  |
 AT0988|                                                           dddmmss.s |
 AT0988| AT0984 MYTH 2 AZ MK                        APPROX. 0.6 KM 0082455.0 |
 AT0988|---------------------------------------------------------------------|
 AT0988
 AT0988                          SUPERSEDED SURVEY CONTROL
 AT0988
 AT0988  NAD 83(1992)-  29 47 38.80470(N)    089 17 49.39637(W) AD(       ) 3
 AT0988  NAD 83(1986)-  29 47 38.80864(N)    089 17 49.39798(W) AD(       ) 3
 AT0988  NAD 27      -  29 47 38.07930(N)    089 17 49.23385(W) AD(       ) 3
 AT0988
 AT0988.Superseded values are not recommended for survey control.
 AT0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0988.See file dsdata.txt to determine how the superseded data were derived.
 AT0988
 AT0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7796898184(NAD 83)
 AT0988_MARKER: DZ = AZIMUTH MARK DISK
 AT0988_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT0988+WITH SETTING: INFORMATION.
 AT0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0988
 AT0988  HISTORY     - Date     Condition        Report By
 AT0988  HISTORY     - 1970     MONUMENTED       NGS
 AT0988
 AT0988                          STATION DESCRIPTION
 AT0988
 AT0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0988'AZIMUTH MARK IS 576.869 METERS SOUTH OF THE STATION.  IT IS 124 PACES
 AT0988'NORTH OF THE NORTHEDGE OF A SMALL POND, 85 PACES WEST OF A SMALL
 AT0988'COVE AND 4.2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.  IT IS
 AT0988'A C AND GS AZIMUTH MARK DISK, STAMPED MYTH 2 1952 AZ 1966 1970,
 AT0988'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT0988'LONG AND ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 18
 AT0988'INCHES.
 AT0988'
 AT0988'NOTE--STATION CAN BE REACH BY BOAT OR AIRCRAFT ONLY.
 AT0988'
 AT0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 23 MILES
 AT0988'ESE OF SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0986 ***********************************************************************
 AT0986  DESIGNATION -  MYTH 2 RESET
 AT0986  PID         -  AT0986
 AT0986  STATE/COUNTY-  LA/ST BERNARD
 AT0986  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0986
 AT0986                         *CURRENT SURVEY CONTROL
 AT0986  ___________________________________________________________________
 AT0986* NAD 83(1992)-  29 48 14.46103(N)    089 16 45.91631(W)     ADJUSTED  
 AT0986* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0986  ___________________________________________________________________
 AT0986  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0986  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AT0986
 AT0986  HORZ ORDER  -  THIRD
 AT0986
 AT0986.The horizontal coordinates were established by classical geodetic methods
 AT0986.and adjusted by the National Geodetic Survey in May 1994..
 AT0986
 AT0986.The orthometric height was scaled from a topographic map.
 AT0986
 AT0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0986
 AT0986.The geoid height was determined by GEOID03.
 AT0986
 AT0986;                    North         East     Units Scale Factor Converg.
 AT0986;SPC LA S     -   146,322.477 1,198,538.368   MT  0.99993161   +1 01 37.1
 AT0986;SPC LA S     -   480,059.66  3,932,204.63   sFT  0.99993161   +1 01 37.1
 AT0986;UTM  16      - 3,299,248.023   279,694.793   MT  1.00019886   -1 08 00.3
 AT0986
 AT0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0986!SPC LA S     -   1.00000404  x   0.99993161  =   0.99993565
 AT0986!UTM  16      -   1.00000404  x   1.00019886  =   1.00020290
 AT0986
 AT0986:                Primary Azimuth Mark                     Grid Az
 AT0986:SPC LA S     -  MYTH 2 AZ MK AZIMUTH                     236 11 39.4
 AT0986:UTM  16      -  MYTH 2 AZ MK AZIMUTH                     238 21 16.8
 AT0986
 AT0986|---------------------------------------------------------------------|
 AT0986| PID    Reference Object                     Distance      Geod. Az  |
 AT0986|                                                           dddmmss.s |
 AT0986| AT0988 MYTH 2 AZ MK AZIMUTH                APPROX. 2.0 KM 2371316.5 |
 AT0986| DD7480 MYTH 2 RM 1                          26.499 METERS 24031     |
 AT0986| AT0984 MYTH 2 AZ MK                        APPROX. 1.7 KM 2515649.7 |
 AT0986| DD7481 MYTH 2 RM 2                          31.202 METERS 31814     |
 AT0986|---------------------------------------------------------------------|
 AT0986
 AT0986                          SUPERSEDED SURVEY CONTROL
 AT0986
 AT0986  NAD 83(1992)-  29 48 14.46412(N)    089 16 45.91357(W) AD(       ) 3
 AT0986  NAD 83(1986)-  29 48 14.46784(N)    089 16 45.91503(W) AD(       ) 3
 AT0986  NAD 27      -  29 48 13.74000(N)    089 16 45.75300(W) AD(       ) 3
 AT0986
 AT0986.Superseded values are not recommended for survey control.
 AT0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0986.See file dsdata.txt to determine how the superseded data were derived.
 AT0986
 AT0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7969599248(NAD 83)
 AT0986_MARKER: DS = TRIANGULATION STATION DISK
 AT0986_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0986_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0986
 AT0986  HISTORY     - Date     Condition        Report By
 AT0986  HISTORY     - 1952     MONUMENTED       CGS
 AT0986  HISTORY     - 1955     GOOD             CGS
 AT0986  HISTORY     - 1966     GOOD             CGS
 AT0986  HISTORY     - 1969     GOOD             CGS
 AT0986  HISTORY     - 1970     GOOD             NGS
 AT0986
 AT0986                          STATION DESCRIPTION
 AT0986
 AT0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0986'ON THE W SHORE OF CHANDELEUR SOUND, ON A POINT OF LAND ON THE S SIDE
 AT0986'OF MORGAN HARBOR
 AT0986'PASS, APPROXIMATELY 1 MILE SW OF SW TIP OF COMFORT
 AT0986'ISLAND, 3/4 MILE NNW OF PT.
 AT0986'PAULINA, AND 4.5 MILES N OF POINT
 AT0986'CHICOT.  STATION IS APPROXIMATELY 1300 FEET S
 AT0986'OF THE MOST N POINT OF
 AT0986'LAND AND 1300 FEET NNW OF THE MOST S TIP OF LAND ON THE POINT.
 AT0986'APPARENT
 AT0986'SHORELINE ON THE E SIDE OF THE POINT IS 162 FEET
 AT0986'N 89 DEG 40 MIN E.
 AT0986'
 AT0986'STATION MARK IS A STANDARD DISK, STAMPED MYTH 2 1952, SET IN CONCRETE
 AT0986'IN THE TOP OF A
 AT0986'6-INCH TILE PROJECTING 8 INCHES.
 AT0986'
 AT0986'R.M. 1 IS A STANDARD DISK, STAMPED MYTH 2 NO 1 1952, SET IN CONCRETE
 AT0986'IN TOP OF A 6-INCH
 AT0986'TILE PROJECTING 4 INCHES.
 AT0986'
 AT0986'R. M. 2 IS A STANDARD DISK, STAMPED MYTH 2 NO 2 1952, SET IN CONCRETE
 AT0986'IN THE TOP OF A
 AT0986'6-INCH TILE PROJECTING 4 INCHES.
 AT0986'
 AT0986'TILES ARE FILLED WITH CONCRETE AND ARE SUPPORTED ON 2X4S, 8 FEET LONG
 AT0986'DRIVEN INTO THE
 AT0986'MARSH.
 AT0986'
 AT0986'HEIGHT OF LIGHT ABOVE STATION MARK- 8 METERS.
 AT0986
 AT0986                          STATION RECOVERY (1955)
 AT0986
 AT0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ENT)
 AT0986'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 AT0986'CONDITION.  DUE TO
 AT0986'CHANGES IN THE SHORELINE OF THE POINT NEW
 AT0986'MEASUREMENTS HAVE BEEN MADE.  THE
 AT0986'STATION MARK, IS ABOUT 1275 FEET
 AT0986'NORTH OF THE SOUTH SHORELINE OF THE POINT, ABOUT
 AT0986'1275 FEET SOUTH OF
 AT0986'THE NORTH SHORELINE OF THE POINT, 255 FEET NORTH OF THE NORTH
 AT0986'SHORELINE OF A
 AT0986'SMALL ROUND POND, AND 136 FEET WEST OF THE APPARENT
 AT0986'EAST SHORELINE OF THE POINT.
 AT0986
 AT0986                          STATION RECOVERY (1966)
 AT0986
 AT0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0986'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AT0986'CONDITION.  THE
 AT0986'DISTANCE TO REFERENCE MARK NO.  1 CHECKED.  THE DISTANCE TO
 AT0986'REFERENCE MARK NO.  2
 AT0986'WAS FOUND TO BE 0.11 OF A FOOT LONGER THAN THE
 AT0986'PREVIOUS MEASUREMENT.  THE ANGLE BETWEEN
 AT0986'THE REFERENCE MARKS WAS
 AT0986'FOUND TO BE SMALLER BY 2 MINUTES AND 32 SECONDS.  AN
 AT0986'AZIMUTH MARK WAS
 AT0986'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS-
 AT0986'
 AT0986'THE STATION IS LOCATED ON THE WEST SHORE OF CHANDELEUR SOUND ON A
 AT0986'POINT OF LAND ON
 AT0986'THE SOUTH SIDE OF MORGAN HARBOR PASS, ABOUT 1 MILE
 AT0986'SOUTHWEST OF THE SOUTHWEST TIP OF
 AT0986'COMFORT ISLAND.
 AT0986'
 AT0986'THE STATION IS A STANDARD DISK STAMPED MYTH 2 1952, SET IN CONCRETE
 AT0986'IN THE TOP OF AN 8
 AT0986'INCH TERRACOTTA TILE WHICH PROJECTS 1 INCH.  IT IS
 AT0986'43 FEET WEST OF THE EAST SHORELINE,
 AT0986'7.5 FEET NORTHEAST OF A 3 INCH
 AT0986'IRON PIPE WHICH PROJECTS 14 FEET, AND 3 FEET SOUTH OF
 AT0986'A METAL WITNESS
 AT0986'POST.
 AT0986'
 AT0986'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MYTH 2 NO 1 1952, SET
 AT0986'IN CONCRETE IN THE
 AT0986'TOP OF AN 8 INCH TERRACOTTA TILE WHICH PROJECTS 4
 AT0986'INCHES.  IT IS 108 FEET WEST OF THE
 AT0986'EAST SHORELINE, 89 FEET SOUTHWEST
 AT0986'OF THE METAL WITNESS POST, AND 79 SOUTHWEST OF THE 3
 AT0986'INCH IRON PIPE.
 AT0986'
 AT0986'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MYTH 2 NO 2 1952, SET
 AT0986'IN CONCRETE IN THE
 AT0986'TOP OF AN 8 INCH TERRACOTTA TILE WHICH PROJECTS 3
 AT0986'INCHES.  IT IS 126 FEET WEST OF THE
 AT0986'EAST SHORELINE, 102 FEET
 AT0986'NORTHWEST OF THE 3 INCH IRON PIPE, AND 100 FEET
 AT0986'NORTHWEST OF THE
 AT0986'METAL WITNESS POST.
 AT0986'
 AT0986'THE AZIMUTH MARK IS LOCATED 1.1 MILE SOUTHWEST OF MYTH 2, 0.3
 AT0986'MILE NORTHEAST OF
 AT0986'THE NORTHWEST POINT OF THE LAND ON THE SOUTHEAST
 AT0986'SHORE OF MORGAN HARBOR.  IT IS A
 AT0986'STANDARD DISK STAMPED MYTH 2 1952
 AT0986'1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD
 AT0986'GROUND ROD 32 FEET
 AT0986'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.5
 AT0986'FEET.  IT IS ABOUT
 AT0986'80 PACES SOUTHEAST OF THE NORTHWEST SHORELINE, 27
 AT0986'PACES NORTHWEST OF A SMALL LAKE, AND
 AT0986'3.8 FEET NORTH OF A METAL
 AT0986'WITNESS POST.
 AT0986'
 AT0986'THIS STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT0986
 AT0986                          STATION RECOVERY (1969)
 AT0986
 AT0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0986'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT0986'AFTER HURRICANE CAMILLE.  BECAUSE THE ISLAND IS ERODING BADLY, IT
 AT0986'SHOULD BE MOVED.
 AT0986
 AT0986                          STATION RECOVERY (1970)
 AT0986
 AT0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT0986'STATION WAS VISITED 3-26-70.  STATION MARK, REFERENCE MARKS 1 AND
 AT0986'2, AND THE AZIMUTH MARK WERE RECOVERED.  REFERENCE MARKS 1 AND 2,
 AT0986'AND THE AZIMUTH MARK ARE IN GOOD CONDITION.  THE STATION MARK IS IN
 AT0986'FAIR CONDITION BUT WILL PROBABLY BE LOST SOON AS IT IS ABOUT 12
 AT0986'FEET OFFSHORE AND IN ABOUT A FOOT OF WATER.  A POSITION WAS
 AT0986'DETERMINED FOR THE AZIMUTH MARK IN 1966 BY TELLUROMETER TRAVERSE
 AT0986'FROM MYTH 2 1952.  REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH
 AT0986'MARK WERE ESTABLISHED FOR THIS AZIMUTH MARK AT THIS TIME.
 AT0986'A NEW DESCRIPTION FOLLOWS--
 AT0986'
 AT0986'STATION IS LOCATED ABOUT 24 MILES EAST-SOUTHEAST OF SHELL BEACH,
 AT0986'1 MILE SOUTHWEST OF THE SOUTHWEST TIP OF COMFORT ISLAND AND 3/4 MILE
 AT0986'NORTH-NORTHWEST OF POINT PAULINA ON THE WEST SHORE OF CHANDELEUR
 AT0986'SOUND AND ON A POINT OF LAND ON THE SOUTH SIDE OF MORGAN HARBOR
 AT0986'PASS.  IT IS 12 FEET EAST OF THE EAST SHORELINE AND HAS A 6 FEET
 AT0986'SQUARE WOODEN SURVEYORS PLATFORM OVER THE MARK AT THIS TIME.  IT
 AT0986'IS A C AND GS TRIANGULATION STATION DISK, STAMPED MYTH 2 1952, SET
 AT0986'IN CONCRETE IN THE TOP OF AN 8 INCH TERRACOTTA TILE WHICH
 AT0986'PROJECTED ABOUT 6 INCHES ABOVE THE WATER AT THE TIME THAT THE STATION
 AT0986'WAS VISITED.
 AT0986'
 AT0986'REFERENCE MARK NO. 1 IS 86.94 FEET SOUTHWEST OF THE STATION.  IT IS
 AT0986'ABOUT 75 FEET WEST OF THE EAST SHORELINE.  IT IS A C AND GS
 AT0986'REFERENCE MARK DISK, STAMPED MYTH 2 NO1 1952, SET IN THE TOP OF A
 AT0986'CONCRETE FILLED 8 INCH TILE FLUSH WITH THE GROUND.
 AT0986'
 AT0986'REFERENCE MARK NO. 2 IS 102.37 FEET NORTHWEST OF THE STATION.  IT IS
 AT0986'ABOUT 85 FEET WEST OF THE EAST SHORELINE.  IT IS A C AND GS
 AT0986'REFERENCE MARK DISK, STAMPED MYTH 2 NO 2 1952, SET IN THE TOP OF A
 AT0986'CONCRETE FILLED 8 INCH TILE FLUSH WITH THE GROUND.
 AT0986'
 AT0986'THE AZIMUTH MARK IS 1,704.515 METERS SOUTHWEST OF THE STATION.  IT IS
 AT0986'188 FEET SOUTHEAST OF THE NORTHWEST SHORELINE AND 4 FEET
 AT0986'NORTH-NORTHWEST OF A METAL WITNESS POST.  A 4 FOOT WOODEN STAND IS
 AT0986'OVER THE MARK AT THIS TIME.  IT IS A C AND GS AZIMUTH MARK DISK,
 AT0986'STAMPED MYTH 2 1952 1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 AT0986'WELD GROUND ROD 32 FEET LONG AND ENCASED IN A 4 INCH ORANGEBURG
 AT0986'PIPE WHICH PROJECTS 2.5 FEET.
 AT0986'
 AT0986'NOTE--STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT0986'
 AT0986'SEE DESCRIPTION FOR LAMO 2 AZIMUTH MARK 1966.
 AT0986'
 AT0986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 24 MILES ESE
 AT0986'OF SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1714 ***********************************************************************
 BK1714  DESIGNATION -  N
 BK1714  PID         -  BK1714
 BK1714  STATE/COUNTY-  LA/CALCASIEU
 BK1714  USGS QUAD   -  VINTON (1994)
 BK1714
 BK1714                         *CURRENT SURVEY CONTROL
 BK1714  ___________________________________________________________________
 BK1714* NAD 83(1986)-  30 11 23.     (N)    093 34 53.     (W)     SCALED    
 BK1714* NAVD 88     -         5.84   (+/-2cm)      19.2    (feet)  VERTCON   
 BK1714  ___________________________________________________________________
 BK1714  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1714
 BK1714  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1714
 BK1714.The horizontal coordinates were scaled from a topographic map and have
 BK1714.an estimated accuracy of +/- 6 seconds.
 BK1714
 BK1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1714.The vertical order pertains to the NGVD 29 superseded value.
 BK1714
 BK1714.The geoid height was determined by GEOID03.
 BK1714
 BK1714;                    North         East    Units  Estimated Accuracy
 BK1714;SPC LA S     -   189,420.      783,540.      MT  (+/- 180 meters Scaled)
 BK1714
 BK1714                          SUPERSEDED SURVEY CONTROL
 BK1714
 BK1714  NGVD 29 (??/??/??)    5.796  (m)           19.02   (f) ADJUSTED    1 2
 BK1714
 BK1714.Superseded values are not recommended for survey control.
 BK1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1714.See file dsdata.txt to determine how the superseded data were derived.
 BK1714
 BK1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP440399(NAD 83)
 BK1714_MARKER: DB = BENCH MARK DISK
 BK1714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1714_SP_SET: WALL
 BK1714_STAMPING: 19.016 N 1918
 BK1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1714
 BK1714  HISTORY     - Date     Condition        Report By
 BK1714  HISTORY     - 1918     MONUMENTED       CGS
 BK1714  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1714  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK1714  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 BK1714  HISTORY     - 20050801 MARK NOT FOUND   USPSQD
 BK1714
 BK1714                          STATION DESCRIPTION
 BK1714
 BK1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 BK1714'IN VINTON.
 BK1714'AT VINTON, CALCASIEU PARISH, ABOUT 500 FEET SOUTH OF THE TEXAS AND NEW
 BK1714'ORLEANS RAILROAD TRACK, AT THE VINTON GARAGE, AND IN THE NORTHEAST
 BK1714'CORNER OF THE BRICK WALL.  A STANDARD DISK, STAMPED 19.016 N 1918 AND
 BK1714'SET VERTICALLY.
 BK1714
 BK1714                          STATION RECOVERY (1988)
 BK1714
 BK1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1714'MARK NOT FOUND.
 BK1714
 BK1714                          STATION RECOVERY (1996)
 BK1714
 BK1714'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1714'MARK NOT FOUND.
 BK1714
 BK1714                          STATION RECOVERY (2002)
 BK1714
 BK1714'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1714'MARK NOT FOUND.
 BK1714
 BK1714                          STATION RECOVERY (2005)
 BK1714
 BK1714'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK1714'BUILDING WAS DEMOLISHED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2010 ***********************************************************************
 BX2010  DESIGNATION -  N 100
 BX2010  PID         -  BX2010
 BX2010  STATE/COUNTY-  LA/VERNON
 BX2010  USGS QUAD   -  NEW LLANO (1994)
 BX2010
 BX2010                         *CURRENT SURVEY CONTROL
 BX2010  ___________________________________________________________________
 BX2010* NAD 83(1986)-  31 01 03.     (N)    093 16 10.     (W)     SCALED    
 BX2010* NAVD 88     -        80.87   (+/-2cm)     265.3    (feet)  VERTCON   
 BX2010  ___________________________________________________________________
 BX2010  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX2010
 BX2010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2010
 BX2010.The horizontal coordinates were scaled from a topographic map and have
 BX2010.an estimated accuracy of +/- 6 seconds.
 BX2010
 BX2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2010.The vertical order pertains to the NGVD 29 superseded value.
 BX2010
 BX2010.The geoid height was determined by GEOID03.
 BX2010
 BX2010;                    North         East    Units  Estimated Accuracy
 BX2010;SPC LA N     -    57,640.      926,530.      MT  (+/- 180 meters Scaled)
 BX2010
 BX2010                          SUPERSEDED SURVEY CONTROL
 BX2010
 BX2010  NGVD 29 (??/??/??)   81.010  (m)          265.78   (f) ADJUSTED    2 0
 BX2010
 BX2010.Superseded values are not recommended for survey control.
 BX2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2010.See file dsdata.txt to determine how the superseded data were derived.
 BX2010
 BX2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ742315(NAD 83)
 BX2010_MARKER: DB = BENCH MARK DISK
 BX2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2010_STAMPING: N 100 1938
 BX2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2010+STABILITY: SURFACE MOTION
 BX2010
 BX2010  HISTORY     - Date     Condition        Report By
 BX2010  HISTORY     - 1938     MONUMENTED       CGS
 BX2010  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2010  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2010
 BX2010                          STATION DESCRIPTION
 BX2010
 BX2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2010'8.6 MI S FROM LEESVILLE.
 BX2010'8.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2010'STATION AT LEESVILLE, VERNON PARISH, 300 FEET NORTH OF MILEPOST 677,
 BX2010'50 YARDS SOUTH OF A CURVE TO THE NORTHWEST, AT AN OLD TRAM ROADBED,
 BX2010'AND 41 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED N 100
 BX2010'1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX2010
 BX2010                          STATION RECOVERY (1994)
 BX2010
 BX2010'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2010'MARK NOT FOUND.
 BX2010
 BX2010                          STATION RECOVERY (2001)
 BX2010
 BX2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2010'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0717 ***********************************************************************
 BW0717  DESIGNATION -  N 106
 BW0717  PID         -  BW0717
 BW0717  STATE/COUNTY-  LA/TENSAS
 BW0717  USGS QUAD   -  CHAMBLEE (1994)
 BW0717
 BW0717                         *CURRENT SURVEY CONTROL
 BW0717  ___________________________________________________________________
 BW0717* NAD 83(1986)-  31 51 44.     (N)    091 18 19.     (W)     SCALED    
 BW0717* NAVD 88     -        20.33   (+/-2cm)      66.7    (feet)  VERTCON   
 BW0717  ___________________________________________________________________
 BW0717  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0717
 BW0717  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0717
 BW0717.The horizontal coordinates were scaled from a topographic map and have
 BW0717.an estimated accuracy of +/- 6 seconds.
 BW0717
 BW0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0717.The vertical order pertains to the NGVD 29 superseded value.
 BW0717
 BW0717.The geoid height was determined by GEOID03.
 BW0717
 BW0717;                    North         East    Units  Estimated Accuracy
 BW0717;SPC LA N     -   151,660.    1,113,050.      MT  (+/- 180 meters Scaled)
 BW0717
 BW0717                          SUPERSEDED SURVEY CONTROL
 BW0717
 BW0717  NGVD 29 (??/??/92)   20.346  (m)           66.75   (f) ADJ UNCH    1 2
 BW0717
 BW0717.Superseded values are not recommended for survey control.
 BW0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0717.See file dsdata.txt to determine how the superseded data were derived.
 BW0717
 BW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR603264(NAD 83)
 BW0717_MARKER: DB = BENCH MARK DISK
 BW0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0717_STAMPING: N 106 1938
 BW0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0717+STABILITY: SURFACE MOTION
 BW0717
 BW0717  HISTORY     - Date     Condition        Report By
 BW0717  HISTORY     - 1938     MONUMENTED       CGS
 BW0717
 BW0717                          STATION DESCRIPTION
 BW0717
 BW0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0717'5.25 MI SW FROM ST JOSEPH.
 BW0717'5-1/4 MILES SOUTHWEST OF ST. JOSEPH, TENSAS PARISH, AT THE LOWER END
 BW0717'OF RODNEY CUT-OFF, 675 FEET FROM THE TOP OF THE MISSISSIPPI RIVER
 BW0717'BANK, AT THE POINT WHERE THE OLD LEVEE RUNS OUT TO THE RIVER, 100 FEET
 BW0717'LANDWARD FROM THE EDGE OF A GROUP OF WILLOW TREES, 44.5 FEET NORTH OF
 BW0717'A BLAZED 29-INCH COTTONWOOD TREE, AND AT STATION 142+00.  A STANDARD
 BW0717'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0718 ***********************************************************************
 BW0718  DESIGNATION -  N 106 RM
 BW0718  PID         -  BW0718
 BW0718  STATE/COUNTY-  LA/TENSAS
 BW0718  USGS QUAD   -  CHAMBLEE (1994)
 BW0718
 BW0718                         *CURRENT SURVEY CONTROL
 BW0718  ___________________________________________________________________
 BW0718* NAD 83(1986)-  31 51 44.     (N)    091 18 19.     (W)     SCALED    
 BW0718* NAVD 88     -        21.05   (+/-2cm)      69.1    (feet)  VERTCON   
 BW0718  ___________________________________________________________________
 BW0718  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0718
 BW0718  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0718
 BW0718.The horizontal coordinates were scaled from a topographic map and have
 BW0718.an estimated accuracy of +/- 6 seconds.
 BW0718
 BW0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0718.The vertical order pertains to the NGVD 29 superseded value.
 BW0718
 BW0718.The geoid height was determined by GEOID03.
 BW0718
 BW0718;                    North         East    Units  Estimated Accuracy
 BW0718;SPC LA N     -   151,660.    1,113,050.      MT  (+/- 180 meters Scaled)
 BW0718
 BW0718                          SUPERSEDED SURVEY CONTROL
 BW0718
 BW0718  NGVD 29 (??/??/92)   21.060  (m)           69.09   (f) ADJ UNCH    1 2
 BW0718
 BW0718.Superseded values are not recommended for survey control.
 BW0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0718.See file dsdata.txt to determine how the superseded data were derived.
 BW0718
 BW0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR603264(NAD 83)
 BW0718_MARKER: S = SPIKE
 BW0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0718_SP_SET: TREE
 BW0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0718
 BW0718  HISTORY     - Date     Condition        Report By
 BW0718  HISTORY     - UNK      MONUMENTED       CGS
 BW0718  HISTORY     - 1938     GOOD             NGS
 BW0718
 BW0718                          STATION DESCRIPTION
 BW0718
 BW0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0718'5.25 MI SW FROM ST JOSEPH.
 BW0718'5-1/4 MILES SOUTHWEST OF ST. JOSEPH, TENSAS PARISH, 44.5 FEET SOUTH OF
 BW0718'BENCH MARK N 106, ON THE UPSTREAM SIDE OF A 29-INCH COTTONWOOD TREE,
 BW0718'AND 4 FEET ABOVE THE GROUND.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0743 ***********************************************************************
 BW0743  DESIGNATION -  N 108
 BW0743  PID         -  BW0743
 BW0743  STATE/COUNTY-  LA/CONCORDIA
 BW0743  USGS QUAD   -  SPOKANE (1976)
 BW0743
 BW0743                         *CURRENT SURVEY CONTROL
 BW0743  ___________________________________________________________________
 BW0743* NAD 83(1986)-  31 38 24.     (N)    091 24 09.     (W)     SCALED    
 BW0743* NAVD 88     -        22.84   (+/-2cm)      74.9    (feet)  VERTCON   
 BW0743  ___________________________________________________________________
 BW0743  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0743
 BW0743  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0743
 BW0743.The horizontal coordinates were scaled from a topographic map and have
 BW0743.an estimated accuracy of +/- 6 seconds.
 BW0743
 BW0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0743.The vertical order pertains to the NGVD 29 superseded value.
 BW0743
 BW0743.The geoid height was determined by GEOID03.
 BW0743
 BW0743;                    North         East    Units  Estimated Accuracy
 BW0743;SPC LA N     -   126,930.    1,104,100.      MT  (+/- 180 meters Scaled)
 BW0743
 BW0743                          SUPERSEDED SURVEY CONTROL
 BW0743
 BW0743  NGVD 29 (??/??/92)   22.846  (m)           74.95   (f) ADJ UNCH    1 2
 BW0743
 BW0743.Superseded values are not recommended for survey control.
 BW0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0743.See file dsdata.txt to determine how the superseded data were derived.
 BW0743
 BW0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR514016(NAD 83)
 BW0743_MARKER: DB = BENCH MARK DISK
 BW0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0743_STAMPING: N 108 1938
 BW0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0743+STABILITY: SURFACE MOTION
 BW0743
 BW0743  HISTORY     - Date     Condition        Report By
 BW0743  HISTORY     - 1938     MONUMENTED       CGS
 BW0743  HISTORY     - 1963     MARK NOT FOUND   USGS
 BW0743
 BW0743                          STATION DESCRIPTION
 BW0743
 BW0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0743'3.5 MI S FROM VIDALIA.
 BW0743'3.5 MILES SOUTH OF GIBSON LANDING, CONCORDIA PARISH, ON THE WEST BANK
 BW0743'OF MISSISSIPPI RIVER, 1-1/2 MILES UPSTREAM FROM GILES BEND CUT-OFF,
 BW0743'200 FEET RIVERSIDE OF A CONTROL LINE, 300 FEET LANDWARD FROM THE TOP
 BW0743'OF THE RIVER, AND AT THE EDGE OF A GROUP OF LARGE COTTONWOOD TREES. A
 BW0743'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 BW0743
 BW0743                          STATION RECOVERY (1963)
 BW0743
 BW0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BW0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0577 ***********************************************************************
 CQ0577  DESIGNATION -  N 115
 CQ0577  PID         -  CQ0577
 CQ0577  STATE/COUNTY-  LA/OUACHITA
 CQ0577  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0577
 CQ0577                         *CURRENT SURVEY CONTROL
 CQ0577  ___________________________________________________________________
 CQ0577* NAD 83(1986)-  32 29 02.     (N)    092 09 17.     (W)     SCALED    
 CQ0577* NAVD 88     -        22.68   (+/-2cm)      74.4    (feet)  VERTCON   
 CQ0577  ___________________________________________________________________
 CQ0577  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0577
 CQ0577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0577
 CQ0577.The horizontal coordinates were scaled from a topographic map and have
 CQ0577.an estimated accuracy of +/- 6 seconds.
 CQ0577
 CQ0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0577.The vertical order pertains to the NGVD 29 superseded value.
 CQ0577
 CQ0577.The geoid height was determined by GEOID03.
 CQ0577
 CQ0577;                    North         East    Units  Estimated Accuracy
 CQ0577;SPC LA N     -   220,020.    1,032,450.      MT  (+/- 180 meters Scaled)
 CQ0577
 CQ0577                          SUPERSEDED SURVEY CONTROL
 CQ0577
 CQ0577  NGVD 29 (??/??/??)   22.723  (m)           74.55   (f) ADJUSTED    2 0
 CQ0577
 CQ0577.Superseded values are not recommended for survey control.
 CQ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0577.See file dsdata.txt to determine how the superseded data were derived.
 CQ0577
 CQ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR794943(NAD 83)
 CQ0577_MARKER: DB = BENCH MARK DISK
 CQ0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0577_SP_SET: CULVERT
 CQ0577_STAMPING: N 115 1949
 CQ0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0577
 CQ0577  HISTORY     - Date     Condition        Report By
 CQ0577  HISTORY     - 1949     MONUMENTED       CGS
 CQ0577  HISTORY     - 1979     GOOD             LADTD
 CQ0577  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0577
 CQ0577                          STATION DESCRIPTION
 CQ0577
 CQ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0577'IN BROWNVILLE.
 CQ0577'AT BROWNVILLE, 0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 200
 CQ0577'AND 1607, JUST WEST OF THE BROWN PAPER MILL COMPANY, 25 FEET WEST OF
 CQ0577'THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF A GUARD POST, SET
 CQ0577'IN THE CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 CQ0577
 CQ0577                          STATION RECOVERY (1979)
 CQ0577
 CQ0577'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 CQ0577'TO REACH THE STATION IN BROWNVILLE, GO 544' FEET SOUTH OF THE
 CQ0577'INTERSECTION OF LA. 34 AND SMITH STREET (LA 617). MONUMENT IS ON
 CQ0577'RIGHT OR WEST SIDE OF HIGHWAY 34. 48.50 WEST OF CENTER LINE OF
 CQ0577'HIGHWAY 34, 86.90 FT. NE OF A POWER POLE, 106.31 FT SE. OF EAST END
 CQ0577'OF HEADWALL OF A 4 X 4 X 70' BOX CULVERT AND 97.37 FEET SW. OF WEST
 CQ0577'END OF 4 X 4 X 70' FEET BOX CULVERT.
 CQ0577
 CQ0577                          STATION RECOVERY (1990)
 CQ0577
 CQ0577'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0578 ***********************************************************************
 CQ0578  DESIGNATION -  N 115 LADH RESET 1965
 CQ0578  PID         -  CQ0578
 CQ0578  STATE/COUNTY-  LA/OUACHITA
 CQ0578  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0578
 CQ0578                         *CURRENT SURVEY CONTROL
 CQ0578  ___________________________________________________________________
 CQ0578* NAD 83(1986)-  32 29 02.     (N)    092 09 17.     (W)     SCALED    
 CQ0578* NAVD 88     -        22.68   (+/-2cm)      74.4    (feet)  VERTCON   
 CQ0578  ___________________________________________________________________
 CQ0578  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0578
 CQ0578  VERT ORDER  -  THIRD (See Below)
 CQ0578
 CQ0578.The horizontal coordinates were scaled from a topographic map and have
 CQ0578.an estimated accuracy of +/- 6 seconds.
 CQ0578
 CQ0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0578.The vertical order pertains to the NGVD 29 superseded value.
 CQ0578
 CQ0578.The geoid height was determined by GEOID03.
 CQ0578
 CQ0578;                    North         East    Units  Estimated Accuracy
 CQ0578;SPC LA N     -   220,020.    1,032,450.      MT  (+/- 180 meters Scaled)
 CQ0578
 CQ0578                          SUPERSEDED SURVEY CONTROL
 CQ0578
 CQ0578  NGVD 29 (??/??/??)   22.72   (m)           74.5    (f) RESET       3  
 CQ0578
 CQ0578.Superseded values are not recommended for survey control.
 CQ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0578.See file dsdata.txt to determine how the superseded data were derived.
 CQ0578
 CQ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR794943(NAD 83)
 CQ0578_MARKER: DB = BENCH MARK DISK
 CQ0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0578_STAMPING: N 115 RESET 1965
 CQ0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0578+STABILITY: SURFACE MOTION
 CQ0578
 CQ0578  HISTORY     - Date     Condition        Report By
 CQ0578  HISTORY     - 1965     MONUMENTED       LADH
 CQ0578
 CQ0578                          STATION DESCRIPTION
 CQ0578
 CQ0578'DESCRIBED BY LA DEPT OF HIGHWAYS 1965
 CQ0578'IN WEST MONROE.
 CQ0578'LOCATED IN THE SOUTHWESTERN SECTION OF WEST MONROE, OPPOSITE LOUISIANA
 CQ0578'HIGHWAY 34 FROM THE OLIN INDUSTRY PLANT, 50 FEET WEST OF THE
 CQ0578'CENTERLINE OF STATE HIGHWAY 34, 110 FEET SOUTHWEST OF THE CENTER OF
 CQ0578'THE WEST END OF A 5X5 CONCRETE BOX CULVERT, CROSSDRAIN UNDER THE
 CQ0578'HIGHWAY, 1.5 FEET WEST OF A WITNESS POST, AND 0.1 MILE SOUTH OF THE
 CQ0578'INTERSECTION OF STATE HIGHWAYS 34 AND 617.  IT IS A STANDARD DISK SET
 CQ0578'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0782 ***********************************************************************
 CQ0782  DESIGNATION -  N 116
 CQ0782  PID         -  CQ0782
 CQ0782  STATE/COUNTY-  LA/CALDWELL
 CQ0782  USGS QUAD   -  BLANKSTON (1989)
 CQ0782
 CQ0782                         *CURRENT SURVEY CONTROL
 CQ0782  ___________________________________________________________________
 CQ0782* NAD 83(1986)-  32 14 52.     (N)    092 08 41.     (W)     SCALED    
 CQ0782* NAVD 88     -        21.36   (+/-2cm)      70.1    (feet)  VERTCON   
 CQ0782  ___________________________________________________________________
 CQ0782  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0782
 CQ0782  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0782
 CQ0782.The horizontal coordinates were scaled from a topographic map and have
 CQ0782.an estimated accuracy of +/- 6 seconds.
 CQ0782
 CQ0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0782.The vertical order pertains to the NGVD 29 superseded value.
 CQ0782
 CQ0782.The geoid height was determined by GEOID03.
 CQ0782
 CQ0782;                    North         East    Units  Estimated Accuracy
 CQ0782;SPC LA N     -   193,840.    1,033,480.      MT  (+/- 180 meters Scaled)
 CQ0782
 CQ0782                          SUPERSEDED SURVEY CONTROL
 CQ0782
 CQ0782  NGVD 29 (??/??/??)   21.398  (m)           70.20   (f) ADJUSTED    1 2
 CQ0782
 CQ0782.Superseded values are not recommended for survey control.
 CQ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0782.See file dsdata.txt to determine how the superseded data were derived.
 CQ0782
 CQ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR805682(NAD 83)
 CQ0782_MARKER: DB = BENCH MARK DISK
 CQ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0782_STAMPING: N 116 1949
 CQ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0782+STABILITY: SURFACE MOTION
 CQ0782
 CQ0782  HISTORY     - Date     Condition        Report By
 CQ0782  HISTORY     - 1949     MONUMENTED       CGS
 CQ0782  HISTORY     - 1966     GOOD             CGS
 CQ0782
 CQ0782                          STATION DESCRIPTION
 CQ0782
 CQ0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0782'8.7 MI SW FROM BOSCO.
 CQ0782'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0782'BOSCO, THENCE 2.9 MILES NORTHWEST ALONG A PAVED ROAD, THENCE 0.9 MILE
 CQ0782'WEST ALONG A GRAVELED ROAD, IN SECTION 27, T 15 N, R 3 E, AT A
 CQ0782'90-DEGREE TURN TO THE SOUTH, 40 FEET NORTHWEST OF THE CENTER LINE OF
 CQ0782'THE ROAD, 22 FEET SOUTHWEST OF THE CENTER OF A WOODEN GATE, 1 FOOT
 CQ0782'NORTH OF A FENCE CORNER, 1.6 FEET NORTHWEST OF A METAL WITNESS POST,
 CQ0782'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CQ0782'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0051 ***********************************************************************
 CQ0051  DESIGNATION -  N 117
 CQ0051  PID         -  CQ0051
 CQ0051  STATE/COUNTY-  LA/OUACHITA
 CQ0051  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0051
 CQ0051                         *CURRENT SURVEY CONTROL
 CQ0051  ___________________________________________________________________
 CQ0051* NAD 83(1986)-  32 30 46.     (N)    092 12 48.     (W)     SCALED    
 CQ0051* NAVD 88     -        49.859  (meters)     163.58   (feet)  ADJUSTED  
 CQ0051  ___________________________________________________________________
 CQ0051  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0051  DYNAMIC HT  -          49.804 (meters)     163.40  (feet)  COMP
 CQ0051  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CQ0051
 CQ0051  VERT ORDER  -  FIRST     CLASS I
 CQ0051
 CQ0051.The horizontal coordinates were scaled from a topographic map and have
 CQ0051.an estimated accuracy of +/- 6 seconds.
 CQ0051
 CQ0051.The orthometric height was determined by differential leveling
 CQ0051.and adjusted by the National Geodetic Survey in June 1991..
 CQ0051
 CQ0051.The geoid height was determined by GEOID03.
 CQ0051
 CQ0051.The dynamic height is computed by dividing the NAVD 88
 CQ0051.geopotential number by the normal gravity value computed on the
 CQ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0051.degrees latitude (g = 980.6199 gals.).
 CQ0051
 CQ0051.The modeled gravity was interpolated from observed gravity values.
 CQ0051
 CQ0051;                    North         East    Units  Estimated Accuracy
 CQ0051;SPC LA N     -   223,210.    1,026,940.      MT  (+/- 180 meters Scaled)
 CQ0051
 CQ0051                          SUPERSEDED SURVEY CONTROL
 CQ0051
 CQ0051  NGVD 29 (??/??/??)   49.910  (m)          163.75   (f) ADJUSTED    1 1
 CQ0051
 CQ0051.Superseded values are not recommended for survey control.
 CQ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0051.See file dsdata.txt to determine how the superseded data were derived.
 CQ0051
 CQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR738975(NAD 83)
 CQ0051_MARKER: DB = BENCH MARK DISK
 CQ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0051_STAMPING: N 117 1949
 CQ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0051+STABILITY: SURFACE MOTION
 CQ0051
 CQ0051  HISTORY     - Date     Condition        Report By
 CQ0051  HISTORY     - 1949     MONUMENTED       CGS
 CQ0051  HISTORY     - 1969     GOOD             CGS
 CQ0051  HISTORY     - 1991     POOR             USPSQD
 CQ0051
 CQ0051                          STATION DESCRIPTION
 CQ0051
 CQ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0051'7.25 MI W FROM MONROE.
 CQ0051'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0051'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0051'THENCE 6.25 MILES WEST ALONG U.S. HIGHWAY 80, AT THE JUNCTION OF THE
 CQ0051'HIGHWAY AND VANCIL ROAD WHICH LEADS SOUTH, 95 FEET SOUTH OF THE CENTER
 CQ0051'LINE OF THE HIGHWAY 27 FEET EAST OF THE CENTER LINE OF VANCIL ROAD,
 CQ0051'120 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 0.8 FOOT
 CQ0051'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CQ0051'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CQ0051'ABOVE THE SURFACE OF THE GROUND.
 CQ0051
 CQ0051                          STATION RECOVERY (1991)
 CQ0051
 CQ0051'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0051'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0665 ***********************************************************************
 CQ0665  DESIGNATION -  N 118
 CQ0665  PID         -  CQ0665
 CQ0665  STATE/COUNTY-  LA/OUACHITA
 CQ0665  USGS QUAD   -  CHATHAM SE (1982)
 CQ0665
 CQ0665                         *CURRENT SURVEY CONTROL
 CQ0665  ___________________________________________________________________
 CQ0665* NAD 83(1986)-  32 22 15.     (N)    092 18 27.     (W)     SCALED    
 CQ0665* NAVD 88     -        52.80   (+/-2cm)     173.2    (feet)  VERTCON   
 CQ0665  ___________________________________________________________________
 CQ0665  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0665
 CQ0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0665
 CQ0665.The horizontal coordinates were scaled from a topographic map and have
 CQ0665.an estimated accuracy of +/- 6 seconds.
 CQ0665
 CQ0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0665.The vertical order pertains to the NGVD 29 superseded value.
 CQ0665
 CQ0665.The geoid height was determined by GEOID03.
 CQ0665
 CQ0665;                    North         East    Units  Estimated Accuracy
 CQ0665;SPC LA N     -   207,450.    1,018,120.      MT  (+/- 180 meters Scaled)
 CQ0665
 CQ0665                          SUPERSEDED SURVEY CONTROL
 CQ0665
 CQ0665  NGVD 29 (??/??/??)   52.840  (m)          173.36   (f) ADJUSTED    2 0
 CQ0665
 CQ0665.Superseded values are not recommended for survey control.
 CQ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0665.See file dsdata.txt to determine how the superseded data were derived.
 CQ0665
 CQ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR651817(NAD 83)
 CQ0665_MARKER: DB = BENCH MARK DISK
 CQ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0665_STAMPING: N 118 1949
 CQ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0665+STABILITY: SURFACE MOTION
 CQ0665
 CQ0665  HISTORY     - Date     Condition        Report By
 CQ0665  HISTORY     - 1949     MONUMENTED       CGS
 CQ0665  HISTORY     - 1950     GOOD             CGS
 CQ0665
 CQ0665                          STATION DESCRIPTION
 CQ0665
 CQ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0665'1.7 MI SE FROM OKALOOSA.
 CQ0665'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0665'OKALOOSA, THENCE 0.2 MILE SOUTH ALONG A PARISH ROAD, 66 FEET EAST OF
 CQ0665'THE CENTER LINE OF THE ROAD, 46 FEET NORTHEAST OF THE NORTHWEST CORNER
 CQ0665'OF A FARMHOUSE, 32 FEET SOUTHEAST OF A POWER LINE POLE, 9 FEET
 CQ0665'SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 1.3 FEET WEST OF A
 CQ0665'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CQ0665'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0712 ***********************************************************************
 CQ0712  DESIGNATION -  N 119
 CQ0712  PID         -  CQ0712
 CQ0712  STATE/COUNTY-  LA/JACKSON
 CQ0712  USGS QUAD   -  WOMACK (1989)
 CQ0712
 CQ0712                         *CURRENT SURVEY CONTROL
 CQ0712  ___________________________________________________________________
 CQ0712* NAD 83(1986)-  32 14 44.     (N)    092 22 43.     (W)     SCALED    
 CQ0712* NAVD 88     -        56.18   (+/-2cm)     184.3    (feet)  VERTCON   
 CQ0712  ___________________________________________________________________
 CQ0712  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0712
 CQ0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0712
 CQ0712.The horizontal coordinates were scaled from a topographic map and have
 CQ0712.an estimated accuracy of +/- 6 seconds.
 CQ0712
 CQ0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0712.The vertical order pertains to the NGVD 29 superseded value.
 CQ0712
 CQ0712.The geoid height was determined by GEOID03.
 CQ0712
 CQ0712;                    North         East    Units  Estimated Accuracy
 CQ0712;SPC LA N     -   193,550.    1,011,440.      MT  (+/- 180 meters Scaled)
 CQ0712
 CQ0712                          SUPERSEDED SURVEY CONTROL
 CQ0712
 CQ0712  NGVD 29 (??/??/??)   56.213  (m)          184.43   (f) ADJUSTED    2 0
 CQ0712
 CQ0712.Superseded values are not recommended for survey control.
 CQ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0712.See file dsdata.txt to determine how the superseded data were derived.
 CQ0712
 CQ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR585678(NAD 83)
 CQ0712_MARKER: DB = BENCH MARK DISK
 CQ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0712_STAMPING: H 119 1949
 CQ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0712+STABILITY: SURFACE MOTION
 CQ0712
 CQ0712  HISTORY     - Date     Condition        Report By
 CQ0712  HISTORY     - 1949     MONUMENTED       CGS
 CQ0712  HISTORY     - 1969     GOOD             CGS
 CQ0712  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0712
 CQ0712                          STATION DESCRIPTION
 CQ0712
 CQ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0712'7.45 MI NW FROM VIXEN.
 CQ0712'7.45 MILE NORTHWEST ALONG STATE HIGHWAY 4 FROM A ROAD JUNCTION IN
 CQ0712'VIXEN, 0.75 MILE EAST FROM THE JUNCTION WITH STATE HIGHWAY 499, 0.1
 CQ0712'MILE EAST OF A WOODEN BRIDGE, 58 FEET SOUTH OF THE CENTERLINE OF THE
 CQ0712'ROAD, 12 FEET EAST OF THE CENTER OF A TRACK ROAD LEADING SOUTH, 23
 CQ0712'FEET SOUTHEAST OF A 2-FOOT PINE TREE, 25 FEET SOUTH OF THE CENTER OF A
 CQ0712'TELEPHONE LINE, AND 1 FOOT SOUTHEAST OF THE METAL WITNESS POST, ABOUT
 CQ0712'LEVEL WITH THE HIGHWAY.  IT IS SET IN THE TOP OF A CONCRETE POST
 CQ0712'PROJECTING ABOUT 6 INCHES.
 CQ0712
 CQ0712                          STATION RECOVERY (1986)
 CQ0712
 CQ0712'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0847 ***********************************************************************
 CQ0847  DESIGNATION -  N 120
 CQ0847  PID         -  CQ0847
 CQ0847  STATE/COUNTY-  LA/CALDWELL
 CQ0847  USGS QUAD   -  VIXEN (1989)
 CQ0847
 CQ0847                         *CURRENT SURVEY CONTROL
 CQ0847  ___________________________________________________________________
 CQ0847* NAD 83(1986)-  32 07 47.     (N)    092 15 04.     (W)     SCALED    
 CQ0847* NAVD 88     -        52.72   (+/-2cm)     173.0    (feet)  VERTCON   
 CQ0847  ___________________________________________________________________
 CQ0847  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0847
 CQ0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0847
 CQ0847.The horizontal coordinates were scaled from a topographic map and have
 CQ0847.an estimated accuracy of +/- 6 seconds.
 CQ0847
 CQ0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0847.The vertical order pertains to the NGVD 29 superseded value.
 CQ0847
 CQ0847.The geoid height was determined by GEOID03.
 CQ0847
 CQ0847;                    North         East    Units  Estimated Accuracy
 CQ0847;SPC LA N     -   180,720.    1,023,480.      MT  (+/- 180 meters Scaled)
 CQ0847
 CQ0847                          SUPERSEDED SURVEY CONTROL
 CQ0847
 CQ0847  NGVD 29 (??/??/??)   52.747  (m)          173.05   (f) ADJUSTED    2 0
 CQ0847
 CQ0847.Superseded values are not recommended for survey control.
 CQ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0847.See file dsdata.txt to determine how the superseded data were derived.
 CQ0847
 CQ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR706550(NAD 83)
 CQ0847_MARKER: DB = BENCH MARK DISK
 CQ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0847_STAMPING: N 120 1949
 CQ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0847+STABILITY: SURFACE MOTION
 CQ0847
 CQ0847  HISTORY     - Date     Condition        Report By
 CQ0847  HISTORY     - 1949     MONUMENTED       CGS
 CQ0847  HISTORY     - 1950     GOOD             CGS
 CQ0847  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0847
 CQ0847                          STATION DESCRIPTION
 CQ0847
 CQ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0847'4.8 MI SW FROM MOUNT PLEASANT.
 CQ0847'3.2 MILES WEST ALONG A PARISH ROAD FROM THE MOUNT PLEASANT CHURCH AT
 CQ0847'MOUNT PLEASANT, THENCE 1.6 MILES SOUTHWEST ALONG A PARISH ROAD.  AT
 CQ0847'THE SUMMIT OF A HILL, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 CQ0847'ROAD, 18 FEET WEST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 CQ0847'SOUTHEAST SIDE OF THE TREE, 6 FEET NORTHEAST OF THE CENTER LINE OF A
 CQ0847'WOODS ROAD LEADING NORTHWEST INTO THE WOODS, 1.4 FEET NORTHEAST OF A
 CQ0847'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET
 CQ0847'AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CQ0847
 CQ0847                          STATION RECOVERY (1986)
 CQ0847
 CQ0847'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1480 ***********************************************************************
 BX1480  DESIGNATION -  N 121
 BX1480  PID         -  BX1480
 BX1480  STATE/COUNTY-  LA/WINN
 BX1480  USGS QUAD   -  CALVIN (1983)
 BX1480
 BX1480                         *CURRENT SURVEY CONTROL
 BX1480  ___________________________________________________________________
 BX1480* NAD 83(1986)-  31 56 37.     (N)    092 47 07.     (W)     SCALED    
 BX1480* NAVD 88     -        63.35   (+/-2cm)     207.8    (feet)  VERTCON   
 BX1480  ___________________________________________________________________
 BX1480  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX1480
 BX1480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1480
 BX1480.The horizontal coordinates were scaled from a topographic map and have
 BX1480.an estimated accuracy of +/- 6 seconds.
 BX1480
 BX1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1480.The vertical order pertains to the NGVD 29 superseded value.
 BX1480
 BX1480.The geoid height was determined by GEOID03.
 BX1480
 BX1480;                    North         East    Units  Estimated Accuracy
 BX1480;SPC LA N     -   160,100.      973,030.      MT  (+/- 180 meters Scaled)
 BX1480
 BX1480                          SUPERSEDED SURVEY CONTROL
 BX1480
 BX1480  NGVD 29 (??/??/??)   63.379  (m)          207.94   (f) ADJUSTED    2 0
 BX1480
 BX1480.Superseded values are not recommended for survey control.
 BX1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1480.See file dsdata.txt to determine how the superseded data were derived.
 BX1480
 BX1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR202342(NAD 83)
 BX1480_MARKER: DB = BENCH MARK DISK
 BX1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1480_STAMPING: N 121 1949
 BX1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1480+STABILITY: SURFACE MOTION
 BX1480
 BX1480  HISTORY     - Date     Condition        Report By
 BX1480  HISTORY     - 1949     MONUMENTED       CGS
 BX1480  HISTORY     - 19981017 GOOD             USPSQD
 BX1480
 BX1480                          STATION DESCRIPTION
 BX1480
 BX1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1480'1.6 MI SW FROM CALVIN.
 BX1480'1.6 MILES SOUTHWEST ALONG AN ABANDONED ROAD FROM THE LOUISIANA AND
 BX1480'ARKANSAS RAILROAD STATION AT CALVIN, 32 FEET WEST OF THE CENTER LINE
 BX1480'OF THE ROAD, 16.0 FEET WEST OF AN 8 INCH TRIANGULAR BLAZED PINE TREE,
 BX1480'1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX1480'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1480
 BX1480                          STATION RECOVERY (1998)
 BX1480
 BX1480'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1467 ***********************************************************************
 BX1467  DESIGNATION -  N 122
 BX1467  PID         -  BX1467
 BX1467  STATE/COUNTY-  LA/WINN
 BX1467  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1467
 BX1467                         *CURRENT SURVEY CONTROL
 BX1467  ___________________________________________________________________
 BX1467* NAD 83(1986)-  31 55 13.     (N)    092 38 27.     (W)     SCALED    
 BX1467* NAVD 88     -        35.54   (+/-2cm)     116.6    (feet)  VERTCON   
 BX1467  ___________________________________________________________________
 BX1467  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1467
 BX1467  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1467
 BX1467.The horizontal coordinates were scaled from a topographic map and have
 BX1467.an estimated accuracy of +/- 6 seconds.
 BX1467
 BX1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1467.The vertical order pertains to the NGVD 29 superseded value.
 BX1467
 BX1467.The geoid height was determined by GEOID03.
 BX1467
 BX1467;                    North         East    Units  Estimated Accuracy
 BX1467;SPC LA N     -   157,480.      986,680.      MT  (+/- 180 meters Scaled)
 BX1467
 BX1467                          SUPERSEDED SURVEY CONTROL
 BX1467
 BX1467  NGVD 29 (??/??/??)   35.570  (m)          116.70   (f) ADJUSTED    1 2
 BX1467
 BX1467.Superseded values are not recommended for survey control.
 BX1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1467.See file dsdata.txt to determine how the superseded data were derived.
 BX1467
 BX1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR339316(NAD 83)
 BX1467_MARKER: DB = BENCH MARK DISK
 BX1467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1467_SP_SET: CULVERT
 BX1467_STAMPING: N 122 1949
 BX1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1467
 BX1467  HISTORY     - Date     Condition        Report By
 BX1467  HISTORY     - 1949     MONUMENTED       CGS
 BX1467  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1467
 BX1467                          STATION DESCRIPTION
 BX1467
 BX1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1467'IN WINNFIELD.
 BX1467'AT WINNFIELD, 256.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BX1467'LOUISIANA AND ARKANSAS RAILROAD STATION, 26 FEET WEST OF THE CENTER
 BX1467'LINE OF STATE HIGHWAY 5, 69 FEET SOUTH OF THE CENTER LINE OF AN OILED
 BX1467'STREET WHICH LEADS WEST, SET IN THE TOP OF THE MIDDLE OF THE WEST
 BX1467'HEADWALL OF AN 8X5 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 BX1467
 BX1467                          STATION RECOVERY (1981)
 BX1467
 BX1467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0379 ***********************************************************************
 BX0379  DESIGNATION -  N 123
 BX0379  PID         -  BX0379
 BX0379  STATE/COUNTY-  LA/CALDWELL
 BX0379  USGS QUAD   -  HOLUM (1988)
 BX0379
 BX0379                         *CURRENT SURVEY CONTROL
 BX0379  ___________________________________________________________________
 BX0379* NAD 83(1986)-  31 59 35.     (N)    092 04 58.     (W)     SCALED    
 BX0379* NAVD 88     -        55.33   (+/-2cm)     181.5    (feet)  VERTCON   
 BX0379  ___________________________________________________________________
 BX0379  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0379
 BX0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0379
 BX0379.The horizontal coordinates were scaled from a topographic map and have
 BX0379.an estimated accuracy of +/- 6 seconds.
 BX0379
 BX0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0379.The vertical order pertains to the NGVD 29 superseded value.
 BX0379
 BX0379.The geoid height was determined by GEOID03.
 BX0379
 BX0379;                    North         East    Units  Estimated Accuracy
 BX0379;SPC LA N     -   165,620.    1,039,420.      MT  (+/- 180 meters Scaled)
 BX0379
 BX0379                          SUPERSEDED SURVEY CONTROL
 BX0379
 BX0379  NGVD 29 (??/??/??)   55.339  (m)          181.56   (f) ADJUSTED    2 0
 BX0379
 BX0379.Superseded values are not recommended for survey control.
 BX0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0379.See file dsdata.txt to determine how the superseded data were derived.
 BX0379
 BX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR866400(NAD 83)
 BX0379_MARKER: DB = BENCH MARK DISK
 BX0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0379_STAMPING: N 123 1949
 BX0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0379+STABILITY: SURFACE MOTION
 BX0379
 BX0379  HISTORY     - Date     Condition        Report By
 BX0379  HISTORY     - 1949     MONUMENTED       CGS
 BX0379  HISTORY     - 1959     GOOD             CGS
 BX0379
 BX0379                          STATION DESCRIPTION
 BX0379
 BX0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX0379'IN HOLUM.
 BX0379'LOCATED AT THE JUNCTION OF STATE HIGHWAY 126 AND 849 AT HOLUM, 247
 BX0379'FEET NORTH OF A LARGE WHITE HOUSE (FORMERLY THE POST OFFICE) SOUTH OF
 BX0379'THE JUNCTION OF THE HIGHWAYS, 39 FEET EAST OF THE CENTERLINE OF STATE
 BX0379'HIGHWAY 126, 88.6 FEET WEST OF THE NORTHWEST CORNER OF A CHURCH, 26.5
 BX0379'FEET NORTHWEST OF A POWER POLE AND 2 FEET NORTHEAST OF A WHITE WOODEN
 BX0379'WITNESS POST.  IT IS A STANDARD DISK, SET IN THE TOP OF A 12-INCH
 BX0379'ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0515 ***********************************************************************
 BX0515  DESIGNATION -  N 124
 BX0515  PID         -  BX0515
 BX0515  STATE/COUNTY-  LA/LA SALLE
 BX0515  USGS QUAD   -  JENA WEST (1985)
 BX0515
 BX0515                         *CURRENT SURVEY CONTROL
 BX0515  ___________________________________________________________________
 BX0515* NAD 83(1986)-  31 43 13.     (N)    092 13 32.     (W)     SCALED    
 BX0515* NAVD 88     -        32.59   (+/-2cm)     106.9    (feet)  VERTCON   
 BX0515  ___________________________________________________________________
 BX0515  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0515
 BX0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0515
 BX0515.The horizontal coordinates were scaled from a topographic map and have
 BX0515.an estimated accuracy of +/- 6 seconds.
 BX0515
 BX0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0515.The vertical order pertains to the NGVD 29 superseded value.
 BX0515
 BX0515.The geoid height was determined by GEOID03.
 BX0515
 BX0515;                    North         East    Units  Estimated Accuracy
 BX0515;SPC LA N     -   135,330.    1,026,010.      MT  (+/- 180 meters Scaled)
 BX0515
 BX0515                          SUPERSEDED SURVEY CONTROL
 BX0515
 BX0515  NGVD 29 (??/??/??)   32.588  (m)          106.92   (f) ADJUSTED    2 0
 BX0515
 BX0515.Superseded values are not recommended for survey control.
 BX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0515.See file dsdata.txt to determine how the superseded data were derived.
 BX0515
 BX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR733096(NAD 83)
 BX0515_MARKER: DB = BENCH MARK DISK
 BX0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0515_STAMPING: N 124 1949
 BX0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0515+STABILITY: SURFACE MOTION
 BX0515
 BX0515  HISTORY     - Date     Condition        Report By
 BX0515  HISTORY     - 1949     MONUMENTED       CGS
 BX0515  HISTORY     - 1950     GOOD             CGS
 BX0515
 BX0515                          STATION DESCRIPTION
 BX0515
 BX0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0515'6.2 MI SW FROM SUMMERVILLE.
 BX0515'6.2 MILES SOUTHWEST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION AND
 BX0515'COUNTRY STORE AT SUMMERVILLE, AT THE JUNCTION OF U.S. HIGHWAY 84 AND
 BX0515'STATE HIGHWAY 112, 74 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 BX0515'HIGHWAY 84, 34 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 112,
 BX0515'69 FEET NORTH OF AND ACROSS THE HIGHWAY FROM A POWER POLE, 13 FEET
 BX0515'NORTH OF AN 18 INCH BLAZED PINE TREE, 2 FEET NORTHEAST OF A WITNESS
 BX0515'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BX0515'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0534 ***********************************************************************
 BX0534  DESIGNATION -  N 126
 BX0534  PID         -  BX0534
 BX0534  STATE/COUNTY-  LA/LA SALLE
 BX0534  USGS QUAD   -  JENA EAST (1985)
 BX0534
 BX0534                         *CURRENT SURVEY CONTROL
 BX0534  ___________________________________________________________________
 BX0534* NAD 83(1986)-  31 42 12.     (N)    092 03 09.     (W)     SCALED    
 BX0534* NAVD 88     -        41.48   (+/-2cm)     136.1    (feet)  VERTCON   
 BX0534  ___________________________________________________________________
 BX0534  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0534
 BX0534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0534
 BX0534.The horizontal coordinates were scaled from a topographic map and have
 BX0534.an estimated accuracy of +/- 6 seconds.
 BX0534
 BX0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0534.The vertical order pertains to the NGVD 29 superseded value.
 BX0534
 BX0534.The geoid height was determined by GEOID03.
 BX0534
 BX0534;                    North         East    Units  Estimated Accuracy
 BX0534;SPC LA N     -   133,510.    1,042,420.      MT  (+/- 180 meters Scaled)
 BX0534
 BX0534                          SUPERSEDED SURVEY CONTROL
 BX0534
 BX0534  NGVD 29 (??/??/??)   41.477  (m)          136.08   (f) ADJUSTED    2 0
 BX0534
 BX0534.Superseded values are not recommended for survey control.
 BX0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0534.See file dsdata.txt to determine how the superseded data were derived.
 BX0534
 BX0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR897079(NAD 83)
 BX0534_MARKER: DB = BENCH MARK DISK
 BX0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0534_STAMPING: N 126 1950
 BX0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0534+STABILITY: SURFACE MOTION
 BX0534
 BX0534  HISTORY     - Date     Condition        Report By
 BX0534  HISTORY     - 1950     MONUMENTED       CGS
 BX0534
 BX0534                          STATION DESCRIPTION
 BX0534
 BX0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0534'5.15 MI NE FROM JENA.
 BX0534'0.25 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE JENA GRADE SCHOOL AT
 BX0534'JENA, THENCE 4.8 MILES NORTHEAST ALONG STATE HIGHWAY 1011, THENCE 0.1
 BX0534'MILE NORTHWEST ALONG STATE HIGHWAY C 1679.  AT THE HOME OF V.M.
 BX0534'ELLIOT, 89.6 FEET SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 49 FEET
 BX0534'EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTHWEST OF THE
 BX0534'CENTER LINE OF A PRIVATE DRIVEWAY, 118.0 FEET SOUTHEAST OF THE
 BX0534'SOUTHEAST CORNER OF A BRIDGE OVER GREENS CREEK, 32 FEET SOUTH OF THE
 BX0534'CENTER LINE OF A PRIVATE DRIVEWAY, SET IN THE TOP OF A CONCRETE POST
 BX0534'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0823 ***********************************************************************
 CQ0823  DESIGNATION -  N 127 RESET 1971
 CQ0823  PID         -  CQ0823
 CQ0823  STATE/COUNTY-  LA/CALDWELL
 CQ0823  USGS QUAD   -  CLARKS (1989)
 CQ0823
 CQ0823                         *CURRENT SURVEY CONTROL
 CQ0823  ___________________________________________________________________
 CQ0823* NAD 83(1986)-  32 03 24.     (N)    092 08 37.     (W)     SCALED    
 CQ0823* NAVD 88     -        52.59   (+/-2cm)     172.5    (feet)  VERTCON   
 CQ0823  ___________________________________________________________________
 CQ0823  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0823
 CQ0823  VERT ORDER  -  THIRD (See Below)
 CQ0823
 CQ0823.The horizontal coordinates were scaled from a topographic map and have
 CQ0823.an estimated accuracy of +/- 6 seconds.
 CQ0823
 CQ0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0823.The vertical order pertains to the NGVD 29 superseded value.
 CQ0823
 CQ0823.The geoid height was determined by GEOID03.
 CQ0823
 CQ0823;                    North         East    Units  Estimated Accuracy
 CQ0823;SPC LA N     -   172,650.    1,033,650.      MT  (+/- 180 meters Scaled)
 CQ0823
 CQ0823                          SUPERSEDED SURVEY CONTROL
 CQ0823
 CQ0823  NGVD 29 (??/??/??)   52.61   (m)          172.6    (f) RESET       3  
 CQ0823
 CQ0823.Superseded values are not recommended for survey control.
 CQ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0823.See file dsdata.txt to determine how the superseded data were derived.
 CQ0823
 CQ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR808470(NAD 83)
 CQ0823_MARKER: DB = BENCH MARK DISK
 CQ0823_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ0823+WITH SETTING: INTO GROUND
 CQ0823_STAMPING: N 127 RESET 1971
 CQ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0823+STABILITY: SURFACE MOTION
 CQ0823
 CQ0823  HISTORY     - Date     Condition        Report By
 CQ0823  HISTORY     - 1971     MONUMENTED       NGS
 CQ0823
 CQ0823                          STATION DESCRIPTION
 CQ0823
 CQ0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0823'2.25 MI NW FROM GRAYSON.
 CQ0823'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 126 FROM ITS
 CQ0823'INTERSECTION WITH U.S. HIGHWAY 165 IN GRAYSON, AT THE TOP OF A GRADE,
 CQ0823'45 FEET NORTH OF THE CENTER OF THE HIGHWAY, 3 FEET WEST OF A POWER
 CQ0823'POLE, 7 FEET NORTHWEST OF A RIGHT-OF-WAY MARKER, 5 FEET NORTH OF A
 CQ0823'RIGHT-OF-WAY FENCE LINE, 72 FEET SOUTH OF A 3-FOOT OAK TREE, 44 FEET
 CQ0823'SOUTH-SOUTHEAST OF THE CENTER OF A CISTERN, 95 FEET SSE OF THE CENTER
 CQ0823'ONE OF THREE MAGNOLIA TREES, 3 FEET EAST OF A FENCE LINE AND 1 FOOT
 CQ0823'EAST OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED ON THE
 CQ0823'TOP OF A 3.5 FOOT SECTION OF A 5/8 INCH COPPER WELD ROD FASTENED TO A
 CQ0823'10-INCH SQUARE IRON PLATE, ENCASED IN A 4-INCH ORANGEBURG PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0032 ***********************************************************************
 CQ0032  DESIGNATION -  N 128
 CQ0032  PID         -  CQ0032
 CQ0032  STATE/COUNTY-  LA/OUACHITA
 CQ0032  USGS QUAD   -  MONROE NORTH (1994)
 CQ0032
 CQ0032                         *CURRENT SURVEY CONTROL
 CQ0032  ___________________________________________________________________
 CQ0032* NAD 83(1986)-  32 31 45.     (N)    092 06 43.     (W)     SCALED    
 CQ0032* NAVD 88     -        23.15   (+/-2cm)      76.0    (feet)  VERTCON   
 CQ0032  ___________________________________________________________________
 CQ0032  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0032
 CQ0032  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0032
 CQ0032.The horizontal coordinates were scaled from a topographic map and have
 CQ0032.an estimated accuracy of +/- 6 seconds.
 CQ0032
 CQ0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0032.The vertical order pertains to the NGVD 29 superseded value.
 CQ0032
 CQ0032.The geoid height was determined by GEOID03.
 CQ0032
 CQ0032;                    North         East    Units  Estimated Accuracy
 CQ0032;SPC LA N     -   225,050.    1,036,460.      MT  (+/- 180 meters Scaled)
 CQ0032
 CQ0032                          SUPERSEDED SURVEY CONTROL
 CQ0032
 CQ0032  NGVD 29 (??/??/??)   23.202  (m)           76.12   (f) ADJUSTED    1 2
 CQ0032
 CQ0032.Superseded values are not recommended for survey control.
 CQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0032.See file dsdata.txt to determine how the superseded data were derived.
 CQ0032
 CQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR833994(NAD 83)
 CQ0032_MARKER: DB = BENCH MARK DISK
 CQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0032+STABILITY: SURFACE MOTION
 CQ0032
 CQ0032  HISTORY     - Date     Condition        Report By
 CQ0032  HISTORY     - UNK      MONUMENTED       CGS
 CQ0032  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0032
 CQ0032                          STATION DESCRIPTION
 CQ0032
 CQ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0032'2.3 MI NE FROM MONROE.
 CQ0032'1.0 MILE NORTH ALONG RIVERSIDE ROAD FROM THE EAST END OF THE NEW
 CQ0032'MONROE TRAFFIC BRIDGE OVER THE OUACHITA RIVER, THENCE 1.3 MILES EAST
 CQ0032'ALONG FORSYTHE AVENUE TO THE WEST ENTRANCE OF THE MONROE AIR PARK, AT
 CQ0032'THE SOUTHEAST CORNER OF THE SOUTH HANGAR, 140 FEET NORTHEAST OF THE
 CQ0032'CENTER LINE NINETEENTH STREET, 2.8 FEET SOUTHEAST OF THE SOUTH WALL OF
 CQ0032'THE HANGAR, 1.3 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 CQ0032'OF A 3-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE--
 CQ0032'THE AIR PARK HAS BEEN ABANDONED AND THE AREA IS NOW A HOUSING
 CQ0032'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0622 ***********************************************************************
 CQ0622  DESIGNATION -  N 129
 CQ0622  PID         -  CQ0622
 CQ0622  STATE/COUNTY-  LA/WINN
 CQ0622  USGS QUAD   -  VIXEN (1989)
 CQ0622
 CQ0622                         *CURRENT SURVEY CONTROL
 CQ0622  ___________________________________________________________________
 CQ0622* NAD 83(1986)-  32 08 02.     (N)    092 22 10.     (W)     SCALED    
 CQ0622* NAVD 88     -        51.35   (+/-2cm)     168.5    (feet)  VERTCON   
 CQ0622  ___________________________________________________________________
 CQ0622  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0622
 CQ0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0622
 CQ0622.The horizontal coordinates were scaled from a topographic map and have
 CQ0622.an estimated accuracy of +/- 6 seconds.
 CQ0622
 CQ0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0622.The vertical order pertains to the NGVD 29 superseded value.
 CQ0622
 CQ0622.The geoid height was determined by GEOID03.
 CQ0622
 CQ0622;                    North         East    Units  Estimated Accuracy
 CQ0622;SPC LA N     -   181,170.    1,012,320.      MT  (+/- 180 meters Scaled)
 CQ0622
 CQ0622                          SUPERSEDED SURVEY CONTROL
 CQ0622
 CQ0622  NGVD 29 (??/??/??)   51.380  (m)          168.57   (f) ADJUSTED    2 0
 CQ0622
 CQ0622.Superseded values are not recommended for survey control.
 CQ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0622.See file dsdata.txt to determine how the superseded data were derived.
 CQ0622
 CQ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR594554(NAD 83)
 CQ0622_MARKER: DB = BENCH MARK DISK
 CQ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0622_STAMPING: N 129 1950
 CQ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0622+STABILITY: SURFACE MOTION
 CQ0622
 CQ0622  HISTORY     - Date     Condition        Report By
 CQ0622  HISTORY     - 1950     MONUMENTED       CGS
 CQ0622
 CQ0622                          STATION DESCRIPTION
 CQ0622
 CQ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0622'11.3 MI NE FROM SIKES.
 CQ0622'8.25 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0622'SIKES, THENCE 3.05 MILES NORTH ALONG A GRADED DIRT ROAD.  0.9 MILE
 CQ0622'SOUTHEAST  AST OF BENCH MARK F 3435 (L.G.S.), 0.35 MILE SOUTHEAST OF A
 CQ0622'ROAD JUNCTION, 29.6 FEET NORTHWEST OF A 10-INCH PINE TREE WITH A
 CQ0622'TRIANGULAR BLAZE, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CQ0622'15.5 FEET NORTH NORTHEAST OF A 12-INCH OAK TREE WITH A TRIANGULAR
 CQ0622'BLAZE, 1.6 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 CQ0622'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2387 ***********************************************************************
 CP2387  DESIGNATION -  N 130
 CP2387  PID         -  CP2387
 CP2387  STATE/COUNTY-  LA/CALDWELL
 CP2387  USGS QUAD   -  MASON (1983)
 CP2387
 CP2387                         *CURRENT SURVEY CONTROL
 CP2387  ___________________________________________________________________
 CP2387* NAD 83(1986)-  32 00 10.     (N)    091 59 55.     (W)     SCALED    
 CP2387* NAVD 88     -        66.24   (+/-2cm)     217.3    (feet)  VERTCON   
 CP2387  ___________________________________________________________________
 CP2387  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CP2387
 CP2387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2387
 CP2387.The horizontal coordinates were scaled from a topographic map and have
 CP2387.an estimated accuracy of +/- 6 seconds.
 CP2387
 CP2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2387.The vertical order pertains to the NGVD 29 superseded value.
 CP2387
 CP2387.The geoid height was determined by GEOID03.
 CP2387
 CP2387;                    North         East    Units  Estimated Accuracy
 CP2387;SPC LA N     -   166,730.    1,047,370.      MT  (+/- 180 meters Scaled)
 CP2387
 CP2387                          SUPERSEDED SURVEY CONTROL
 CP2387
 CP2387  NGVD 29 (??/??/92)   66.256  (m)          217.37   (f) ADJ UNCH    2 0
 CP2387
 CP2387.Superseded values are not recommended for survey control.
 CP2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2387.See file dsdata.txt to determine how the superseded data were derived.
 CP2387
 CP2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR945411(NAD 83)
 CP2387_MARKER: DB = BENCH MARK DISK
 CP2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2387_STAMPING: N 130 1950
 CP2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2387+STABILITY: SURFACE MOTION
 CP2387
 CP2387  HISTORY     - Date     Condition        Report By
 CP2387  HISTORY     - 1950     MONUMENTED       CGS
 CP2387
 CP2387                          STATION DESCRIPTION
 CP2387
 CP2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CP2387'10.7 MI SE FROM COLUMBIA.
 CP2387'1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST CHURCH
 CP2387'AT COLUMBIA, THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 1086,
 CP2387'THENCE 2.9 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 0.8 MILE
 CP2387'NORTHEAST ALONG A WINDING DIRT ROAD.  34 FEET NORTH OF THE CENTER LINE
 CP2387'OF THE ROAD, 29 FEET NORTHWEST OF A 10 INCH TRIANGULAR BLAZED OAK
 CP2387'TREE, 22 FEET NORTH OF A 10 INCH TRIANGULAR BLAZED OAK TREE, 8 FEET
 CP2387'SOUTHWEST OF A 14 INCH TRIANGULAR BLAZED OAK TREE, 1.6 FEET NORTH OF A
 CP2387'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CP2387'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1772 ***********************************************************************
 BW1772  DESIGNATION -  N 132
 BW1772  PID         -  BW1772
 BW1772  STATE/COUNTY-  LA/CATAHOULA
 BW1772  USGS QUAD   -  AIMWELL (1984)
 BW1772
 BW1772                         *CURRENT SURVEY CONTROL
 BW1772  ___________________________________________________________________
 BW1772* NAD 83(1986)-  31 46 42.     (N)    091 57 37.     (W)     SCALED    
 BW1772* NAVD 88     -        45.83   (+/-2cm)     150.4    (feet)  VERTCON   
 BW1772  ___________________________________________________________________
 BW1772  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BW1772
 BW1772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1772
 BW1772.The horizontal coordinates were scaled from a topographic map and have
 BW1772.an estimated accuracy of +/- 6 seconds.
 BW1772
 BW1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1772.The vertical order pertains to the NGVD 29 superseded value.
 BW1772
 BW1772.The geoid height was determined by GEOID03.
 BW1772
 BW1772;                    North         East    Units  Estimated Accuracy
 BW1772;SPC LA N     -   141,860.    1,051,120.      MT  (+/- 180 meters Scaled)
 BW1772
 BW1772                          SUPERSEDED SURVEY CONTROL
 BW1772
 BW1772  NGVD 29 (??/??/92)   45.832  (m)          150.37   (f) ADJ UNCH    2 0
 BW1772
 BW1772.Superseded values are not recommended for survey control.
 BW1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1772.See file dsdata.txt to determine how the superseded data were derived.
 BW1772
 BW1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR984163(NAD 83)
 BW1772_MARKER: DB = BENCH MARK DISK
 BW1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1772_STAMPING: N 132 1950
 BW1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1772+STABILITY: SURFACE MOTION
 BW1772
 BW1772  HISTORY     - Date     Condition        Report By
 BW1772  HISTORY     - 1950     MONUMENTED       CGS
 BW1772
 BW1772                          STATION DESCRIPTION
 BW1772
 BW1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1772'2.25 MI SE FROM AIMWELL.
 BW1772'1.05 MILES EAST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BW1772'AIMWELL, THENCE 1.2 MILES SOUTHEAST ALONG AN ABANDONED ROAD.  AT A
 BW1772'ROAD INTERSECTION, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD
 BW1772'LEADING WEST, 21 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 BW1772'AND SOUTHEAST ROAD, 23 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 BW1772'DRIVEWAY WHICH LEADS NORTHWEST TO A FARMHOUSE, 6 FEET NORTHEAST OF A
 BW1772'POWER POLE, 1.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BW1772'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0298 ***********************************************************************
 BX0298  DESIGNATION -  N 137
 BX0298  PID         -  BX0298
 BX0298  STATE/COUNTY-  LA/CALDWELL
 BX0298  USGS QUAD   -  OLLA WEST (1984)
 BX0298
 BX0298                         *CURRENT SURVEY CONTROL
 BX0298  ___________________________________________________________________
 BX0298* NAD 83(1986)-  31 56 21.     (N)    092 17 19.     (W)     SCALED    
 BX0298* NAVD 88     -        28.10   (+/-2cm)      92.2    (feet)  VERTCON   
 BX0298  ___________________________________________________________________
 BX0298  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BX0298
 BX0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0298
 BX0298.The horizontal coordinates were scaled from a topographic map and have
 BX0298.an estimated accuracy of +/- 6 seconds.
 BX0298
 BX0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0298.The vertical order pertains to the NGVD 29 superseded value.
 BX0298
 BX0298.The geoid height was determined by GEOID03.
 BX0298
 BX0298;                    North         East    Units  Estimated Accuracy
 BX0298;SPC LA N     -   159,590.    1,019,990.      MT  (+/- 180 meters Scaled)
 BX0298
 BX0298                          SUPERSEDED SURVEY CONTROL
 BX0298
 BX0298  NGVD 29 (??/??/??)   28.115  (m)           92.24   (f) ADJUSTED    2 0
 BX0298
 BX0298.Superseded values are not recommended for survey control.
 BX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0298.See file dsdata.txt to determine how the superseded data were derived.
 BX0298
 BX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR672339(NAD 83)
 BX0298_MARKER: DB = BENCH MARK DISK
 BX0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0298_STAMPING: N 137 1950
 BX0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0298+STABILITY: SURFACE MOTION
 BX0298
 BX0298  HISTORY     - Date     Condition        Report By
 BX0298  HISTORY     - 1950     MONUMENTED       CGS
 BX0298
 BX0298                          STATION DESCRIPTION
 BX0298
 BX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0298'7.5 MI NW FROM OLLA.
 BX0298'5.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 BX0298'PACIFIC RAILROAD STATION AT OLLA, THENCE 0.5 MILE SOUTHWEST ALONG A
 BX0298'WOODS ROAD, THENCE 1.1 MILES SOUTHEAST ALONG AN ABANDONED ROAD.  AT A
 BX0298'Y-JUNCTION OF ROADS, 33 FEET EAST OF THE CENTER LINE OF THE
 BX0298'NORTH-SOUTH ROAD, 30 FEET NORTHEAST OF A 20-INCH OAK WITH A TRIANGULAR
 BX0298'BLAZE ON THE WEST SIDE OF THE TREE, 17 FEET NORTHEAST OF THE CENTER
 BX0298'LINE OF A SIDE ROAD LEADING SOUTHEAST, 8 FEET SOUTHEAST OF A 12-INCH
 BX0298'PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 4.4 FEET
 BX0298'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 BX0298'DEPTH OF 3 FEET AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1718 ***********************************************************************
 BW1718  DESIGNATION -  N 138
 BW1718  PID         -  BW1718
 BW1718  STATE/COUNTY-  LA/CATAHOULA
 BW1718  USGS QUAD   -  MANIFEST (1983)
 BW1718
 BW1718                         *CURRENT SURVEY CONTROL
 BW1718  ___________________________________________________________________
 BW1718* NAD 83(1986)-  31 42 50.     (N)    091 58 36.     (W)     SCALED    
 BW1718* NAVD 88     -        50.59   (+/-2cm)     166.0    (feet)  VERTCON   
 BW1718  ___________________________________________________________________
 BW1718  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BW1718
 BW1718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1718
 BW1718.The horizontal coordinates were scaled from a topographic map and have
 BW1718.an estimated accuracy of +/- 6 seconds.
 BW1718
 BW1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1718.The vertical order pertains to the NGVD 29 superseded value.
 BW1718
 BW1718.The geoid height was determined by GEOID03.
 BW1718
 BW1718;                    North         East    Units  Estimated Accuracy
 BW1718;SPC LA N     -   134,710.    1,049,600.      MT  (+/- 180 meters Scaled)
 BW1718
 BW1718                          SUPERSEDED SURVEY CONTROL
 BW1718
 BW1718  NGVD 29 (??/??/92)   50.589  (m)          165.97   (f) ADJ UNCH    2 0
 BW1718
 BW1718.Superseded values are not recommended for survey control.
 BW1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1718.See file dsdata.txt to determine how the superseded data were derived.
 BW1718
 BW1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR969091(NAD 83)
 BW1718_MARKER: DB = BENCH MARK DISK
 BW1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1718_STAMPING: N 138 1950
 BW1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1718+STABILITY: SURFACE MOTION
 BW1718
 BW1718  HISTORY     - Date     Condition        Report By
 BW1718  HISTORY     - 1950     MONUMENTED       CGS
 BW1718  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1718
 BW1718                          STATION DESCRIPTION
 BW1718
 BW1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1718'1.0 MI W FROM MANIFEST.
 BW1718'1.0 MILE WEST ALONG A WINDING DIRT ROAD FROM THE POST OFFICE AT
 BW1718'MANIFEST, 250 FEET WEST OF THE M.L. HUMBLE FARMHOUSE, ON THE SIDE OF A
 BW1718'HILL WHICH SLOPES TO THE EAST, 28 FEET SOUTH OF THE CENTER LINE OF THE
 BW1718'ROAD, 46 FEET WEST OF A POWER POLE, 60 FEET WEST OF THE CENTER OF A
 BW1718'GATE, 1.3 FEET NORTH OF A FENCE, 1.2 FEET EAST OF A WITNESS POST, SET
 BW1718'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BW1718'GROUND.
 BW1718
 BW1718                          STATION RECOVERY (1979)
 BW1718
 BW1718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1718'MEASUREMENTS SHOW MARK TO BE NEAR THE EDGE OF THE ROAD DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0293 ***********************************************************************
 BX0293  DESIGNATION -  N 139
 BX0293  PID         -  BX0293
 BX0293  STATE/COUNTY-  LA/WINN
 BX0293  USGS QUAD   -  OLLA WEST (1984)
 BX0293
 BX0293                         *CURRENT SURVEY CONTROL
 BX0293  ___________________________________________________________________
 BX0293* NAD 83(1986)-  31 55 12.     (N)    092 19 02.     (W)     SCALED    
 BX0293* NAVD 88     -        33.42   (+/-2cm)     109.6    (feet)  VERTCON   
 BX0293  ___________________________________________________________________
 BX0293  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BX0293
 BX0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0293
 BX0293.The horizontal coordinates were scaled from a topographic map and have
 BX0293.an estimated accuracy of +/- 6 seconds.
 BX0293
 BX0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0293.The vertical order pertains to the NGVD 29 superseded value.
 BX0293
 BX0293.The geoid height was determined by GEOID03.
 BX0293
 BX0293;                    North         East    Units  Estimated Accuracy
 BX0293;SPC LA N     -   157,460.    1,017,290.      MT  (+/- 180 meters Scaled)
 BX0293
 BX0293                          SUPERSEDED SURVEY CONTROL
 BX0293
 BX0293  NGVD 29 (??/??/??)   33.436  (m)          109.70   (f) ADJUSTED    2 0
 BX0293
 BX0293.Superseded values are not recommended for survey control.
 BX0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0293.See file dsdata.txt to determine how the superseded data were derived.
 BX0293
 BX0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR645317(NAD 83)
 BX0293_MARKER: DB = BENCH MARK DISK
 BX0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0293_STAMPING: N 139 1950
 BX0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0293+STABILITY: SURFACE MOTION
 BX0293
 BX0293  HISTORY     - Date     Condition        Report By
 BX0293  HISTORY     - 1950     MONUMENTED       CGS
 BX0293
 BX0293                          STATION DESCRIPTION
 BX0293
 BX0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0293'5.3 MI NW FROM OLLA.
 BX0293'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX0293'PACIFIC RAILROAD STATION AT OLLA, THENCE 4.0 MILES NORTHWEST ALONG
 BX0293'STATE HIGHWAY NO. 6.  IN THE NORTHWEST QUARTER OF A ROAD CROSSING, ON
 BX0293'THE SIDE OF A HILL SLOPING DOWN TO THE SOUTH, 49 FEET NORTH OF THE
 BX0293'CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER LINE OF THE
 BX0293'NORTH-SOUTH ROAD, 7 FEET NORTH OF A 20-INCH PINE WITH A TRIANGULAR
 BX0293'BLAZE ON THE SOUTH SIDE OF THE TREE, 1.5 FEET EAST OF A REFERENCE
 BX0293'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BX0293'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1720 ***********************************************************************
 CQ1720  DESIGNATION -  N 140
 CQ1720  PID         -  CQ1720
 CQ1720  STATE/COUNTY-  LA/DE SOTO
 CQ1720  USGS QUAD   -  KEATCHIE (1972)
 CQ1720
 CQ1720                         *CURRENT SURVEY CONTROL
 CQ1720  ___________________________________________________________________
 CQ1720* NAD 83(1986)-  32 09 04.     (N)    093 55 29.     (W)     SCALED    
 CQ1720* NAVD 88     -       100.895  (meters)     331.02   (feet)  ADJUSTED  
 CQ1720  ___________________________________________________________________
 CQ1720  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1720  DYNAMIC HT  -         100.779 (meters)     330.64  (feet)  COMP
 CQ1720  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CQ1720
 CQ1720  VERT ORDER  -  FIRST     CLASS II
 CQ1720
 CQ1720.The horizontal coordinates were scaled from a topographic map and have
 CQ1720.an estimated accuracy of +/- 6 seconds.
 CQ1720
 CQ1720.The orthometric height was determined by differential leveling
 CQ1720.and adjusted by the National Geodetic Survey in June 1991..
 CQ1720
 CQ1720.The geoid height was determined by GEOID03.
 CQ1720
 CQ1720.The dynamic height is computed by dividing the NAVD 88
 CQ1720.geopotential number by the normal gravity value computed on the
 CQ1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1720.degrees latitude (g = 980.6199 gals.).
 CQ1720
 CQ1720.The modeled gravity was interpolated from observed gravity values.
 CQ1720
 CQ1720;                    North         East    Units  Estimated Accuracy
 CQ1720;SPC LA N     -   183,950.      865,610.      MT  (+/- 180 meters Scaled)
 CQ1720
 CQ1720                          SUPERSEDED SURVEY CONTROL
 CQ1720
 CQ1720  NGVD 29 (??/??/??)  100.956  (m)          331.22   (f) ADJUSTED    1 2
 CQ1720
 CQ1720.Superseded values are not recommended for survey control.
 CQ1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1720.See file dsdata.txt to determine how the superseded data were derived.
 CQ1720
 CQ1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR127575(NAD 83)
 CQ1720_MARKER: DB = BENCH MARK DISK
 CQ1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1720_STAMPING: N 140 1952
 CQ1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1720+STABILITY: SURFACE MOTION
 CQ1720
 CQ1720  HISTORY     - Date     Condition        Report By
 CQ1720  HISTORY     - 1952     MONUMENTED       CGS
 CQ1720  HISTORY     - 1972     MARK NOT FOUND   USGS
 CQ1720  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1720  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ1720
 CQ1720                          STATION DESCRIPTION
 CQ1720
 CQ1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1720'3.85 MI NE FROM LONGSTREET.
 CQ1720'3.85 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE TEXAS AND NEW
 CQ1720'ORLEANS RAILROAD STATION AT LONGSTREET, 77 FEET NORTHWEST OF THE
 CQ1720'CENTER OF A PRIVATE ROAD CROSSING ON THE TEXAS AND NEW ORLEANS
 CQ1720'RAILROAD, 64.4 FEET WEST OF THE WEST RAIL, 51 FEET EAST OF THE CENTER
 CQ1720'LINE OF THE HIGHWAY, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 CQ1720'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CQ1720
 CQ1720                          STATION RECOVERY (1972)
 CQ1720
 CQ1720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CQ1720'MARK NOT FOUND.
 CQ1720
 CQ1720                          STATION RECOVERY (1979)
 CQ1720
 CQ1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1720'MARK NOT FOUND.
 CQ1720
 CQ1720                          STATION RECOVERY (1996)
 CQ1720
 CQ1720'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0373 ***********************************************************************
 BX0373  DESIGNATION -  N 142
 BX0373  PID         -  BX0373
 BX0373  STATE/COUNTY-  LA/WINN
 BX0373  USGS QUAD   -  FLAT CREEK (1984)
 BX0373
 BX0373                         *CURRENT SURVEY CONTROL
 BX0373  ___________________________________________________________________
 BX0373* NAD 83(1986)-  31 54 56.     (N)    092 24 21.     (W)     SCALED    
 BX0373* NAVD 88     -        31.64   (+/-2cm)     103.8    (feet)  VERTCON   
 BX0373  ___________________________________________________________________
 BX0373  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0373
 BX0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0373
 BX0373.The horizontal coordinates were scaled from a topographic map and have
 BX0373.an estimated accuracy of +/- 6 seconds.
 BX0373
 BX0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0373.The vertical order pertains to the NGVD 29 superseded value.
 BX0373
 BX0373.The geoid height was determined by GEOID03.
 BX0373
 BX0373;                    North         East    Units  Estimated Accuracy
 BX0373;SPC LA N     -   156,950.    1,008,910.      MT  (+/- 180 meters Scaled)
 BX0373
 BX0373                          SUPERSEDED SURVEY CONTROL
 BX0373
 BX0373  NGVD 29 (??/??/??)   31.659  (m)          103.87   (f) ADJUSTED    2 0
 BX0373
 BX0373.Superseded values are not recommended for survey control.
 BX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0373.See file dsdata.txt to determine how the superseded data were derived.
 BX0373
 BX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR561312(NAD 83)
 BX0373_MARKER: DB = BENCH MARK DISK
 BX0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0373_SP_SET: BRIDGE
 BX0373_STAMPING: N 142 1950
 BX0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0373
 BX0373  HISTORY     - Date     Condition        Report By
 BX0373  HISTORY     - 1950     MONUMENTED       CGS
 BX0373
 BX0373                          STATION DESCRIPTION
 BX0373
 BX0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0373'14.6 MI E FROM WINNFIELD.
 BX0373'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX0373'WINNFIELD, THENCE 8.1 MILES EAST ALONG STATE HIGHWAY 6.  0.4 MILE WEST
 BX0373'OF THE MOST WESTERLY BRIDGE IN THE BEECH CREEK BOTTOMS, 18 FEET NORTH
 BX0373'OF THE CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF THE EAST END
 BX0373'OF THE NORTH HEADWALL OF AN 18-FOOT TRIPLE CHANNEL CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1768 ***********************************************************************
 CQ1768  DESIGNATION -  N 143
 CQ1768  PID         -  CQ1768
 CQ1768  STATE/COUNTY-  LA/CADDO
 CQ1768  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1768
 CQ1768                         *CURRENT SURVEY CONTROL
 CQ1768  ___________________________________________________________________
 CQ1768* NAD 83(1986)-  32 28 38.     (N)    093 46 53.     (W)     SCALED    
 CQ1768* NAVD 88     -        71.641  (meters)     235.04   (feet)  ADJUSTED  
 CQ1768  ___________________________________________________________________
 CQ1768  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1768  DYNAMIC HT  -          71.561 (meters)     234.78  (feet)  COMP
 CQ1768  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 CQ1768
 CQ1768  VERT ORDER  -  FIRST     CLASS II
 CQ1768
 CQ1768.The horizontal coordinates were scaled from a topographic map and have
 CQ1768.an estimated accuracy of +/- 6 seconds.
 CQ1768
 CQ1768.The orthometric height was determined by differential leveling
 CQ1768.and adjusted by the National Geodetic Survey in June 1991..
 CQ1768
 CQ1768.The geoid height was determined by GEOID03.
 CQ1768
 CQ1768.The dynamic height is computed by dividing the NAVD 88
 CQ1768.geopotential number by the normal gravity value computed on the
 CQ1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1768.degrees latitude (g = 980.6199 gals.).
 CQ1768
 CQ1768.The modeled gravity was interpolated from observed gravity values.
 CQ1768
 CQ1768;                    North         East    Units  Estimated Accuracy
 CQ1768;SPC LA N     -   219,940.      879,560.      MT  (+/- 180 meters Scaled)
 CQ1768
 CQ1768                          SUPERSEDED SURVEY CONTROL
 CQ1768
 CQ1768  NGVD 29 (??/??/??)   71.717  (m)          235.29   (f) ADJUSTED    1 2
 CQ1768
 CQ1768.Superseded values are not recommended for survey control.
 CQ1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1768.See file dsdata.txt to determine how the superseded data were derived.
 CQ1768
 CQ1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR265936(NAD 83)
 CQ1768_MARKER: DB = BENCH MARK DISK
 CQ1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1768_STAMPING: N 143 1954
 CQ1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1768+STABILITY: SURFACE MOTION
 CQ1768
 CQ1768  HISTORY     - Date     Condition        Report By
 CQ1768  HISTORY     - 1955     MONUMENTED       CGS
 CQ1768  HISTORY     - 1959     MARK NOT FOUND   USGS
 CQ1768  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1768
 CQ1768                          STATION DESCRIPTION
 CQ1768
 CQ1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1768'2.85 MI SW FROM SHREVEPORT.
 CQ1768'2.85 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1768'UNION STATION AT SHREVEPORT, AT THE CROSSING OF VELVA STREET, 21.5
 CQ1768'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 40 FEET NORTH OF AN 18 INCH
 CQ1768'MAPLE TREE, 5 FEET WEST OF THE WEST CURBB OF VELVA STREET, 5 FEET EAST
 CQ1768'OF THE EAST EDGE OF A SIDEWALK, 12.6 FEET EAST OF A WITNESS POST, SET
 CQ1768'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. NOTE--
 CQ1768'MEASUREMENTS GAVE EXACT POSITION, BUT MARK COULD NOT BE RECOVERED BY
 CQ1768'DIGGING.  A CONCRETE CULVERT WITHIN TWO FEET OF MARK MAY HAVE BEEN
 CQ1768'PLACED AFTER MARK WAS SET.  IN THAT CASE MARK WOULD HAVE BEEN
 CQ1768'DESTROYED.
 CQ1768
 CQ1768                          STATION RECOVERY (1959)
 CQ1768
 CQ1768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CQ1768'MARK NOT FOUND.
 CQ1768
 CQ1768                          STATION RECOVERY (1999)
 CQ1768
 CQ1768'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5320 ***********************************************************************
 BJ5320  DESIGNATION -  N 148 RESET
 BJ5320  PID         -  BJ5320
 BJ5320  STATE/COUNTY-  LA/JEFFERSON
 BJ5320  USGS QUAD   -  INDIAN BEACH (1992)
 BJ5320
 BJ5320                         *CURRENT SURVEY CONTROL
 BJ5320  ___________________________________________________________________
 BJ5320* NAD 83(1992)-  30 02 23.96671(N)    090 14 20.01970(W)     ADJUSTED  
 BJ5320* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BJ5320  **This station is located in a subsidence area (see below).
 BJ5320  ___________________________________________________________________
 BJ5320  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ5320  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ5320  DYNAMIC HT  -           0.5   (meters)       2.    (feet)  COMP
 BJ5320  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 BJ5320
 BJ5320  HORZ ORDER  -  THIRD
 BJ5320  VERT ORDER  -  THIRD (See Below)
 BJ5320
 BJ5320.The horizontal coordinates were established by classical geodetic methods
 BJ5320.and adjusted by the National Geodetic Survey in May 1993..
 BJ5320
 BJ5320 ** The orthometric height has not been validated since last determined
 BJ5320 ** by differential leveling and should not be used for control purposes.
 BJ5320 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5320 ** area with valid NAVD 88 orthometric heights.
 BJ5320 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5320 ** epoch indicated which incorporates improved geoid heights for the
 BJ5320 ** Southern Louisiana Subsidence area.
 BJ5320 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5320.The orthometric height was scaled from a topographic map.
 BJ5320.The vertical order pertains to the NGVD 29 superseded value.
 BJ5320
 BJ5320.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5320
 BJ5320.The geoid height was determined by GEOID03.
 BJ5320
 BJ5320.The dynamic height is computed by dividing the NAVD 88
 BJ5320.geopotential number by the normal gravity value computed on the
 BJ5320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5320.degrees latitude (g = 980.6199 gals.).
 BJ5320
 BJ5320.The modeled gravity was interpolated from observed gravity values.
 BJ5320
 BJ5320;                    North         East     Units Scale Factor Converg.
 BJ5320;SPC LA S     -   171,203.213 1,105,546.562   MT  0.99992598   +0 32 50.0
 BJ5320;SPC LA S     -   561,689.21  3,627,114.01   sFT  0.99992598   +0 32 50.0
 BJ5320;UTM  15      - 3,326,429.751   766,247.186   MT  1.00047468   +1 22 58.9
 BJ5320
 BJ5320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5320!SPC LA S     -   1.00000404  x   0.99992598  =   0.99993002
 BJ5320!UTM  15      -   1.00000404  x   1.00047468  =   1.00047872
 BJ5320
 BJ5320                          SUPERSEDED SURVEY CONTROL
 BJ5320
 BJ5320  NGVD 29 (09/18/05)    0.48   (m)            1.6    (f) RESET       3  
 BJ5320
 BJ5320.Superseded values are not recommended for survey control.
 BJ5320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5320.See file dsdata.txt to determine how the superseded data were derived.
 BJ5320
 BJ5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6624726430(NAD 83)
 BJ5320_MARKER: DV = VERTICAL CONTROL DISK
 BJ5320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ5320_SP_SET: STAINLESS STEEL ROD
 BJ5320_STAMPING: N 148 RESET 1988
 BJ5320_MARK LOGO: NGS   
 BJ5320_PROJECTION: RECESSED 3 CENTIMETERS
 BJ5320_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ5320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5320+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1995
 BJ5320_ROD/PIPE-DEPTH: 12.2 meters
 BJ5320
 BJ5320  HISTORY     - Date     Condition        Report By
 BJ5320  HISTORY     - 1988     MONUMENTED       LADTD
 BJ5320  HISTORY     - 19950117 GOOD             NGS
 BJ5320  HISTORY     - 20060427 MARK NOT FOUND   NGS
 BJ5320
 BJ5320                          STATION DESCRIPTION
 BJ5320
 BJ5320'DESCRIBED BY LA TRANSP AND DEV 1988
 BJ5320'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH FROM THE JUNCTION
 BJ5320'OF INTERSTATE HIGHWAY 10 AND WILLAIMS BOULEVARD IN NORTH KENNER WHERE
 BJ5320'WILLAIMS BLVD MEETS LAKE PONTCHATRAIN.  OWNERSHIP--EAST JEFFERSON
 BJ5320'PARISH LEVEE DISTRICT, C/O BILL MIDDLETON, DIRECTOR, SUITE C 5333
 BJ5320'RIVER ROAD, HARAHAN, LA.  PHONE-504)733-0087.
 BJ5320'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5320'WILLAIMS BLVD, GO NORTH FOR 3.2 KM (2.00 MI) ON WILLAIMS BLVD TO THE
 BJ5320'END OF WILLAIMS BLVD AT THE LEVEE ON THE SOUTH SHORE OF LAKE
 BJ5320'PONTCHATRAIN WITH THE MARK SET ON THE LEFT BETWEEN THE LEVEE AND THE
 BJ5320'NORTH EDGE OF A PARKING LOT.
 BJ5320'THE STATION IS 123.1 M (403.9 FT) WEST FROM THE CENTER OF WILLAIMS
 BJ5320'BLVD AT THE SOUTH EDGE OF THE LEVEE, 11.3 M (37.1 FT) SOUTH FROM THE
 BJ5320'CENTER OF THE LEVEE ROAD, 1.4 M (4.6 FT) NORTH FROM THE NORTH EDGE OF
 BJ5320'THE PARKING LOT AND 1.22 M (4.0 FT) NORTH FROM A WITNESS POST.
 BJ5320'THIS MARK IS USED AS REFERENCE MARK 6 FOR STATION---LEVEE 3 1972---.
 BJ5320
 BJ5320                          STATION RECOVERY (1995)
 BJ5320
 BJ5320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 BJ5320'3.3 KM (2.05 MI) NORTHERLY ALONG STATE HIGHWAY 49 (WILLIAMS BOULEVARD)
 BJ5320'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN KENNER, THENCE 0.15 KM
 BJ5320'(0.10 MI) WESTERLY ALONG THE PONTCHARTRAIN CENTER ENTRANCE ROAD, ALONG
 BJ5320'THE NORTH EDGE OF A GRAVELED PARKING AREA, 44.4 M (145.7 FT) NORTH OF
 BJ5320'THE ROAD CENTER, 24.9 M (81.7 FT) EAST OF TRIANGULATION STATION LEVEE
 BJ5320'2 RESET, 16.5 M (54.1 FT) SOUTH OF THE CENTER OF A LEVEE, AND 0.3 M
 BJ5320'(1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A
 BJ5320'4-INCH PVC PIPE AND IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND
 BJ5320'SURFACE.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A 16-INCH METAL
 BJ5320'COVER.
 BJ5320
 BJ5320                          STATION RECOVERY (2006)
 BJ5320
 BJ5320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ5320'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1127 ***********************************************************************
 BX1127  DESIGNATION -  N 15 RESET 1953
 BX1127  PID         -  BX1127
 BX1127  STATE/COUNTY-  LA/RAPIDES
 BX1127  USGS QUAD   -  FOREST HILL (1993)
 BX1127
 BX1127                         *CURRENT SURVEY CONTROL
 BX1127  ___________________________________________________________________
 BX1127* NAD 83(1986)-  31 03 59.     (N)    092 31 24.     (W)     SCALED    
 BX1127* NAVD 88     -        52.559  (meters)     172.44   (feet)  ADJUSTED  
 BX1127  ___________________________________________________________________
 BX1127  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX1127  DYNAMIC HT  -          52.493 (meters)     172.22  (feet)  COMP
 BX1127  MODELED GRAV-     979,384.6   (mgal)                       NAVD 88
 BX1127
 BX1127  VERT ORDER  -  FIRST     CLASS I
 BX1127
 BX1127.The horizontal coordinates were scaled from a topographic map and have
 BX1127.an estimated accuracy of +/- 6 seconds.
 BX1127
 BX1127.The orthometric height was determined by differential leveling
 BX1127.and adjusted by the National Geodetic Survey in February 1994..
 BX1127
 BX1127.The geoid height was determined by GEOID03.
 BX1127
 BX1127.The dynamic height is computed by dividing the NAVD 88
 BX1127.geopotential number by the normal gravity value computed on the
 BX1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1127.degrees latitude (g = 980.6199 gals.).
 BX1127
 BX1127.The modeled gravity was interpolated from observed gravity values.
 BX1127
 BX1127;                    North         East    Units  Estimated Accuracy
 BX1127;SPC LA N     -    62,800.      997,770.      MT  (+/- 180 meters Scaled)
 BX1127
 BX1127                          SUPERSEDED SURVEY CONTROL
 BX1127
 BX1127  NAVD 88 (06/15/91)   52.554  (m)          172.42   (f) UNKNOWN     1 1
 BX1127  NGVD 29 (??/??/??)   52.540  (m)          172.38   (f) ADJUSTED    1 1
 BX1127
 BX1127.Superseded values are not recommended for survey control.
 BX1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1127.See file dsdata.txt to determine how the superseded data were derived.
 BX1127
 BX1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ454370(NAD 83)
 BX1127_MARKER: DB = BENCH MARK DISK
 BX1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1127_SP_SET: CULVERT
 BX1127_STAMPING: N 15 RESET 1953
 BX1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1127
 BX1127  HISTORY     - Date     Condition        Report By
 BX1127  HISTORY     - 1953     MONUMENTED       CGS
 BX1127  HISTORY     - 1970     GOOD             NGS
 BX1127  HISTORY     - 19990424 GOOD             USPSQD
 BX1127
 BX1127                          STATION DESCRIPTION
 BX1127
 BX1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1127'1.7 MI N FROM FOREST HILL.
 BX1127'ABOUT 1.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1127'POST OFFICE AT FOREST HILL, 16 POLES SOUTH OF MILEPOST 616, 32 1/2
 BX1127'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 28 1/2 FEET WEST OF THE
 BX1127'WEST RAIL OF A SIDETRACK, 75 FEET EAST OF THE CENTER LINE OF U.S.
 BX1127'HIGHWAY 165, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 BX1127'HEADWALL OF A CONCRETE CULVERT UNDER THE TRACK, ABOUT LEVEL WITH THE
 BX1127'HIGHWAY, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 BX1127
 BX1127                          STATION RECOVERY (1999)
 BX1127
 BX1127'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1365 ***********************************************************************
 BJ1365  DESIGNATION -  N 153
 BJ1365  PID         -  BJ1365
 BJ1365  STATE/COUNTY-  LA/ORLEANS
 BJ1365  USGS QUAD   -  SPANISH FORT (1992)
 BJ1365
 BJ1365                         *CURRENT SURVEY CONTROL
 BJ1365  ___________________________________________________________________
 BJ1365* NAD 83(1992)-  30 01 55.86375(N)    090 04 05.77111(W)     ADJUSTED  
 BJ1365* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ1365  **This station is located in a subsidence area (see below).
 BJ1365  ___________________________________________________________________
 BJ1365  X           -      -6,584.941 (meters)                     COMP
 BJ1365  Y           -  -5,526,447.009 (meters)                     COMP
 BJ1365  Z           -   3,173,450.848 (meters)                     COMP
 BJ1365  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ1365  ELLIP HEIGHT-         -24.23  (meters)          (09/30/02) GPS OBS
 BJ1365  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ1365  DYNAMIC HT  -           2.2   (meters)       7.    (feet)  COMP
 BJ1365  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 BJ1365  OBS GRAVITY -     979,316.8   (mgal)                       GRAV_OBS
 BJ1365
 BJ1365  HORZ ORDER  -  FIRST
 BJ1365  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1365  ELLP ORDER  -  FOURTH    CLASS I
 BJ1365
 BJ1365.The horizontal coordinates were established by GPS observations
 BJ1365.and adjusted by the National Geodetic Survey in May 1994..
 BJ1365
 BJ1365 ** The orthometric height has not been validated since last determined
 BJ1365 ** by differential leveling and should not be used for control purposes.
 BJ1365 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1365 ** area with valid NAVD 88 orthometric heights.
 BJ1365 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1365 ** epoch indicated which incorporates improved geoid heights for the
 BJ1365 ** Southern Louisiana Subsidence area.
 BJ1365 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1365.The orthometric height was scaled from a topographic map.
 BJ1365.The vertical order pertains to the first NAVD 88 superseded value.
 BJ1365
 BJ1365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1365
 BJ1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1365
 BJ1365.The ellipsoidal height was determined by GPS observations
 BJ1365.and is referenced to NAD 83.
 BJ1365
 BJ1365.The geoid height was determined by GEOID03.
 BJ1365
 BJ1365.The dynamic height is computed by dividing the NAVD 88
 BJ1365.geopotential number by the normal gravity value computed on the
 BJ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1365.degrees latitude (g = 980.6199 gals.).
 BJ1365
 BJ1365.The modeled gravity was interpolated from observed gravity values.
 BJ1365.The observed gravity was obtained from relative gravimeter ties
 BJ1365.to the IGSN71 gravity network.
 BJ1365
 BJ1365;                    North         East     Units Scale Factor Converg.
 BJ1365;SPC LA S     -   170,507.380 1,122,010.352   MT  0.99992589   +0 37 57.2
 BJ1365;SPC LA S     -   559,406.30  3,681,128.96   sFT  0.99992589   +0 37 57.2
 BJ1365;UTM  15      - 3,325,973.863   782,729.324   MT  1.00058634   +1 28 05.8
 BJ1365;UTM  16      - 3,326,319.406   204,096.935   MT  1.00068042   -1 32 12.3
 BJ1365
 BJ1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1365!SPC LA S     -   1.00000381  x   0.99992589  =   0.99992970
 BJ1365!UTM  15      -   1.00000381  x   1.00058634  =   1.00059015
 BJ1365!UTM  16      -   1.00000381  x   1.00068042  =   1.00068423
 BJ1365
 BJ1365                          SUPERSEDED SURVEY CONTROL
 BJ1365
 BJ1365  ELLIP H (05/13/94)  -24.18   (m)                       GP(       ) 4 1
 BJ1365  NAD 83(1992)-  30 01 55.86376(N)    090 04 05.77111(W) AD(       ) 1
 BJ1365  ELLIP H (01/21/93)  -24.18   (m)                       GP(       ) 4 2
 BJ1365  NAD 83(1986)-  30 01 55.88131(N)    090 04 05.76808(W) AD(       ) 1
 BJ1365  NAD 27      -  30 01 55.15393(N)    090 04 05.51105(W) AD(       ) 1
 BJ1365  NAVD 88 (02/14/94)    2.157  (m)            7.08   (f) UNKNOWN     1 2
 BJ1365  NGVD 29 (05/21/91)    2.215  (m)            7.27   (f) ADJUSTED    1 2
 BJ1365
 BJ1365.Superseded values are not recommended for survey control.
 BJ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1365.See file dsdata.txt to determine how the superseded data were derived.
 BJ1365
 BJ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8272925974(NAD 83)
 BJ1365_MARKER: DB = BENCH MARK DISK
 BJ1365_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BJ1365_SP_SET: WELL CASING HEAD
 BJ1365_STAMPING: N 153 1951
 BJ1365_MARK LOGO: CGS   
 BJ1365_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BJ1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1365+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 BJ1365
 BJ1365  HISTORY     - Date     Condition        Report By
 BJ1365  HISTORY     - 1951     MONUMENTED       CGS
 BJ1365  HISTORY     - 1963     GOOD             CGS
 BJ1365  HISTORY     - 1985     GOOD             NGS
 BJ1365  HISTORY     - 1985     GOOD             LA-051
 BJ1365  HISTORY     - 1987     GOOD             LADTD
 BJ1365  HISTORY     - 19880920 GOOD             LADTD
 BJ1365  HISTORY     - 19890117 GOOD
 BJ1365  HISTORY     - 1990     GOOD             USPSQD
 BJ1365  HISTORY     - 19901108 GOOD             NGS
 BJ1365  HISTORY     - 19940910 GOOD             NOSOPS
 BJ1365  HISTORY     - 19941115 GOOD             NGS
 BJ1365  HISTORY     - 20051108 GOOD             INDIV
 BJ1365  HISTORY     - 20060817 MARK NOT FOUND   NGS
 BJ1365
 BJ1365                          STATION DESCRIPTION
 BJ1365
 BJ1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BJ1365'IN NEW ORLEANS.
 BJ1365'AT NEW ORLEANS, ABOUT 0.25 MILE WEST ALONG LAKESHORE DRIVE FROM THE
 BJ1365'TRAFFIC CIRCLE AT ELYSIAN FIELDS AVENUE, ON THE GROUNDS OF LOUISIANA
 BJ1365'STATE UNIVERSITY AT NEW ORLEANS, ABOUT 0.2 MILE WEST ALONG A PAVED
 BJ1365'STREET FROM THE MAIN ENTRANCE TO UNIVERSITY, THE MARK IS INSIDE OF AN
 BJ1365'ABANDONED BUILDING NOW SERVING AS A PUMP HOUSE, 1.4 FEET NORTH OF THE
 BJ1365'SOUTHWEST CORNER OF CONCRETE BLOCK CAST AROUND A DEEP WATER WELL, AND
 BJ1365'ABOUT 1 FOOT ABOVE LEVEL OF PUMP HOUSE FLOOR.
 BJ1365
 BJ1365                          STATION RECOVERY (1985)
 BJ1365
 BJ1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1365'RECOVERED IN GOOD CONDITION, THE 1963 RECOVERY IS ADEQUATE WITH THE
 BJ1365'FOLLOWING CHANGES, CHANGE--MAIN TO NORTHEAST, DELETE--THE MARK IS
 BJ1365'INSIDE OF AN ABANDONED BUILDING NOW SERVING AS A PUMP HOUSE, BUILDING
 BJ1365'HAS BEEN RAZED, FOUNDATION REMAINS.
 BJ1365
 BJ1365                          STATION RECOVERY (1985)
 BJ1365
 BJ1365'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1985
 BJ1365'RECOVERED IN GOOD CONDITION.
 BJ1365
 BJ1365                          STATION RECOVERY (1987)
 BJ1365
 BJ1365'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BJ1365'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BJ1365'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ1365'
 BJ1365'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTH OF INTERSTATE
 BJ1365'HIGHWAY 610 AND ELYSIAN FIELDS AVENUE EXIT IN ORLEANS PARISH AT THE
 BJ1365'NORTH EDGE OF THE UNIVERSITY OF NEW ORLEANS CAMPUS ON THE INTERIOR
 BJ1365'SIDE OF THE LAKE PONCHATRAIN LEVEE ALONG THE SOUTH SIDE OF
 BJ1365'LAKESHORE DRIVE.
 BJ1365'OWNERSHIP--STATE OF LOUISIANA, UNIVERSITY OF NEW ORLEANS.
 BJ1365'
 BJ1365'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 610
 BJ1365'AND ELYSIAN FIELDS AVENUE EXIT, GO NORTH FOR
 BJ1365'4.29 KM (2.7 MI) ON ELYSIAN FIELDS AVENUE TO A TRAFFIC CIRCLE.  GO
 BJ1365'EAST (RIGHT) FOR 0.9 KM (0.5 MI) AROUND THE CIRCLE TO LAKESHORE
 BJ1365'DRIVE.  GO WEST (RIGHT) FOR 0.25 KM (0.15 MI) ON LAKESHORE DRIVE TO
 BJ1365'A PAVED ROAD.  TURN LEFT, THEN RIGHT, FOR 0.14 KM (0.1 MI) ON THE
 BJ1365'PAVED ROAD TO A T-INTERSECTION.  TURN RIGHT (WEST) FOR 0.2 KM (0.15
 BJ1365'MI) FROM THE T-INTERSECTION TO A SMALL CONCRETE BUILDING AND A
 BJ1365'STREET ON THE RIGHT AT A PARKING LOT.  TURN RIGHT (NORTH) FOR 65
 BJ1365'METERS (200 FT) ON THE STREET TO THE STATION.
 BJ1365'
 BJ1365'THE STATION IS A STANDARD CGS DISK
 BJ1365'STAMPED---N 153 1951---,
 BJ1365'SET INTO A DRILL HOLE IN A SQUARE CONCRETE BLOCK.
 BJ1365'100 METERS (328 FT) NORTHWEST FROM A BRICK STACK,
 BJ1365'14.5 METERS (47.6 FT) SOUTH FROM THE CENTER OF THE LEVEE,
 BJ1365'6.3 METERS (20.7 FT) NORTH FROM THE NORTH EDGE OF A SHELL PARKING
 BJ1365'LOT,
 BJ1365'0.35 METERS (1.2 FT) NORTH-NORTHEAST FROM THE SOUTHWEST CORNER OF
 BJ1365'THE BLOCK, AND
 BJ1365'0.1 METERS (0.3 FT) EAST FROM THE WEST EDGE OF THE BLOCK.
 BJ1365
 BJ1365                          STATION RECOVERY (1988)
 BJ1365
 BJ1365'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ1365'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH OF INTERSTATE
 BJ1365'HIGHWAY 610 AND ELYSIAN FIELDS AVENUE EXIT IN ORLEANS PARISH AT THE
 BJ1365'NORTH EDGE OF THE UNIVERSITY OF NEW ORLEANS CAMPUS ON THE INTERIOR
 BJ1365'SIDE OF THE LAKE PONTCHATRAIN LEVEE ALONG THE SOUTH SIDE OF LAKESHORE
 BJ1365'DRIVE.  OWNERSHIP--STATE OF LOUISIANA, UNIVERSITY OF NEW ORLEANS.
 BJ1365'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 610 AND
 BJ1365'ELYSIAN FIELDS AVENUE EXIT, GO NORTH FOR 4.29 KM (2.65 MI) ON ELYSIAN
 BJ1365'FIELDS AVENUE TO A TRAFFIC CIRCLE.  GO EAST (RIGHT) FOR 0.9 KM
 BJ1365'(0.55 MI) AROUND THE CIRCLE TO LAKESHORE DRIVE.  GO WEST (RIGHT) FOR
 BJ1365'0.25 KM (0.15 MI) ON LAKESHORE DRIVE TO A PAVED ROAD.  TURN LEFT, THEN
 BJ1365'RIGHT, FOR 0.14 KM (0.10 MI) ON THE PAVED ROAD TO A T-INTERSECTION.
 BJ1365'TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) FROM THE INTERSECTION TO A
 BJ1365'SMALL CONCRETE BUILDING AND A STREET ON THE RIGHT AT A PARKING LOT.
 BJ1365'TURN RIGHT AND GO NORTH FOR 65 M (213.3 FT) ON THE STREET TO THE
 BJ1365'STATION JUST NORTH OF THE PARKING LOT SET IN A DRILL HOLE IN A SQUARE
 BJ1365'CONCRETE BLOCK.
 BJ1365'THE STATION IS 100 M (328.1 FT) NORTHWEST FROM A BRICK STACK, 14.5 M
 BJ1365'(47.6 FT) SOUTH FROM THE CENTER OF THE LEVEE, 6.3 M (20.7 FT) NORTH
 BJ1365'FROM THE NORTH EDGE OF A SHELL PARKING LOT, 0.35 M (1.1 FT)
 BJ1365'NORTH-NORTHEAST FROM THE SOUTHWEST CORNER OF THE BLOCK AND 0.1 M
 BJ1365'(0.3 FT) EAST FROM THE WEST EDGE OF THE BLOCK.
 BJ1365
 BJ1365                          STATION RECOVERY (1989)
 BJ1365
 BJ1365'RECOVERED 1989
 BJ1365'RECOVERED IN GOOD CONDITION.
 BJ1365
 BJ1365                          STATION RECOVERY (1990)
 BJ1365
 BJ1365'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLR)
 BJ1365'RECOVERED IN GOOD CONDITION.
 BJ1365
 BJ1365                          STATION RECOVERY (1990)
 BJ1365
 BJ1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ1365'0.3 KM (0.2 MI) NORTHWESTERLY ALONG MINGBERG DRIVE FROM THE JUNCTION
 BJ1365'OF HARWOOD ROAD IN NEW ORLEANS, IN A 4 BY 4 FOOT CONCRETE BLOCK THAT
 BJ1365'IS CAST AROUND A WELL HEAD, ON THE UNIVERSITY OF NEW ORLEANS CAMPUS,
 BJ1365'135.0 M (442.9 FT) NORTH OF THE ROAD CENTERLINE, 116.7 M (382.9 FT)
 BJ1365'NORTHWEST OF THE NORTHWEST CORNER OF THE PHYSICAL PLANT SERVICES
 BJ1365'(BUILDING NUMBER 19), 94.5 M (310.0 FT) SOUTH OF THE CENTER OF A
 BJ1365'DRIVEWAY, 62.7 M (205.7 FT) NORTH OF THE NORTHWEST CORNER OF A
 BJ1365'CHAIN-LINK FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE CONCRETE
 BJ1365'FOUNDATION OF A RAZED PUMP HOUSE.
 BJ1365
 BJ1365                          STATION RECOVERY (1994)
 BJ1365
 BJ1365'RECOVERY NOTE BY NOS OCEANOG SERVICES 1994 (DW)
 BJ1365'OTHER ALIASES INCLUDE NN 671 AND DOD 0577-B. STATION IS AT THE
 BJ1365'UNIVERSITY OF NEW ORLEANS, LOUISIANA, AT A FORMER PUMP HOUSE.  STATION
 BJ1365'IS 5.3 MI (8.5 KM) N OF LOUISIANA SUPERDOME.  TO ACCESS FROM EXIT 3 OF
 BJ1365'INTERSTATE 610, GO N ON ELYSIAN FIELDS AVENUE (LA 3021) FOR 2.7 MI
 BJ1365'(4.3 KM) TO CIRCLE.  GO W ON LAKESHORE DRIVE FOR 0.25 MI (0.40 KM) AND
 BJ1365'TURN W, LEFT, INTO CAMPUS.  GO 0.05 MI (0.08 KM) AND TURN WNW (RIGHT)
 BJ1365'ONTO LEVEE ROAD.  GO 0.12 MI (0.19 KM) TO STATION ON RIGHT.  STATION
 BJ1365'IS 80 M (262.5 FT) N ACROSS PARKING LOT FROM LEVEE ROAD, 15 M (49.2
 BJ1365'FT) (SLOPE DIST.) S OF CREST OF LEVEE, ON W ONE OF TWO CONCRETE BLOCKS
 BJ1365'( 1.2 M (3.9 FT) X 1.2 M (3.9 FT) X 0.43 M (1.41 FT) TALL) , WHICH ARE
 BJ1365'CASINGS FOR OLD WATER WELLS INSIDE RIM OF OLD PUMPHOUSE, AND 0.32 N OF
 BJ1365'SE CORNER OF BLOCK AND WITNESS SIGN.
 BJ1365
 BJ1365                          STATION RECOVERY (1994)
 BJ1365
 BJ1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ1365'0.3 KM (0.20 MI) NORTHWESTERLY ALONG MINGBERG DRIVE FROM THE JUNCTION
 BJ1365'OF HARWOOD ROAD IN NEW ORLEANS, ON THE UNIVERSITY OF NEW ORLEANS
 BJ1365'CAMPUS, IN TOP OF AND 0.3 M (1.0 FT) NORTH-NORTHEAST OF THE SOUTHWEST
 BJ1365'CORNER OF A 4 BY 4-FOOT CONCRETE BLOCK AROUND A WELL HEAD, 140.0 M
 BJ1365'(459.3 FT) NORTHWEST OF A BRICK STACK, 135.0 M (442.9 FT) NORTH OF THE
 BJ1365'DRIVE CENTERLINE, 14.5 M (47.6 FT) SOUTH OF THE CENTER OF A LEVEE, 6.3
 BJ1365'M (20.7 FT) NORTH OF THE NORTH EDGE OF A SHELL PARKING AREA, AND 0.4 M
 BJ1365'(1.3 FT) ABOVE THE LEVEL OF THE CONCRETE FOUNDATION OF A RAZED PUMP
 BJ1365'HOUSE.
 BJ1365
 BJ1365                          STATION RECOVERY (2005)
 BJ1365
 BJ1365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RWK)
 BJ1365'RECOVERED AS DESCRIBED, SHOOT ON NOVEMBER 8,2005, SENT TO OPUS FOR
 BJ1365'CALCULATIONS, OPUS SOLUTION FILE 99693122.DAT 000393797
 BJ1365
 BJ1365                          STATION RECOVERY (2006)
 BJ1365
 BJ1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ1365'AREA APPEARS TO BE TO HAVE BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1097 ***********************************************************************
 BK1097  DESIGNATION -  N 16
 BK1097  PID         -  BK1097
 BK1097  STATE/COUNTY-  LA/ALLEN
 BK1097  USGS QUAD   -  OBERLIN (1994)
 BK1097
 BK1097                         *CURRENT SURVEY CONTROL
 BK1097  ___________________________________________________________________
 BK1097* NAD 83(1986)-  30 37 13.     (N)    092 45 46.     (W)     SCALED    
 BK1097* NAVD 88     -        21.623  (meters)      70.94   (feet)  ADJUSTED  
 BK1097  ___________________________________________________________________
 BK1097  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1097  DYNAMIC HT  -          21.596 (meters)      70.85  (feet)  COMP
 BK1097  MODELED GRAV-     979,355.2   (mgal)                       NAVD 88
 BK1097
 BK1097  VERT ORDER  -  FIRST     CLASS I
 BK1097
 BK1097.The horizontal coordinates were scaled from a topographic map and have
 BK1097.an estimated accuracy of +/- 6 seconds.
 BK1097
 BK1097.The orthometric height was determined by differential leveling
 BK1097.and adjusted by the National Geodetic Survey in February 1994..
 BK1097
 BK1097.The geoid height was determined by GEOID03.
 BK1097
 BK1097.The dynamic height is computed by dividing the NAVD 88
 BK1097.geopotential number by the normal gravity value computed on the
 BK1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1097.degrees latitude (g = 980.6199 gals.).
 BK1097
 BK1097.The modeled gravity was interpolated from observed gravity values.
 BK1097
 BK1097;                    North         East    Units  Estimated Accuracy
 BK1097;SPC LA S     -   235,880.      862,950.      MT  (+/- 180 meters Scaled)
 BK1097
 BK1097                          SUPERSEDED SURVEY CONTROL
 BK1097
 BK1097  NAVD 88 (06/15/91)   21.612  (m)           70.91   (f) UNKNOWN     1 1
 BK1097  NGVD 29 (??/??/??)   21.595  (m)           70.85   (f) ADJUSTED    1 1
 BK1097
 BK1097.Superseded values are not recommended for survey control.
 BK1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1097.See file dsdata.txt to determine how the superseded data were derived.
 BK1097
 BK1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP227875(NAD 83)
 BK1097_MARKER: DB = BENCH MARK DISK
 BK1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1097_SP_SET: FOUNDATION
 BK1097_STAMPING: N 16 1934
 BK1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1097
 BK1097  HISTORY     - Date     Condition        Report By
 BK1097  HISTORY     - 1934     MONUMENTED       CGS
 BK1097  HISTORY     - 1970     GOOD             NGS
 BK1097  HISTORY     - 19850423 MARK NOT FOUND   USPSQD
 BK1097
 BK1097                          STATION DESCRIPTION
 BK1097
 BK1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1097'IN OBERLIN.
 BK1097'AT OBERLIN, 94 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE MISSOURI
 BK1097'PACIFIC RAILROAD STATION, 162 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 BK1097'THE MAIN TRACK, 38 1/2 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 BK1097'HIGHWAY 165, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 BK1097'FOUNDATION FOR THE SOUTH LEG OF THE CITY WATER TOWER, 29.6 FEET SOUTH
 BK1097'OF THE SOUTHEAST CORNER OF THE CITY HALL BUILDING, ABOUT LEVEL WITH
 BK1097'THE HIGHWAY, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 BK1097
 BK1097                          STATION RECOVERY (1985)
 BK1097
 BK1097'RECOVERY NOTE BY US POWER SQUADRON 1985 (DFP)
 BK1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1999 ***********************************************************************
 BK1999  DESIGNATION -  N 16 LADTD RESET 1982
 BK1999  PID         -  BK1999
 BK1999  STATE/COUNTY-  LA/ALLEN
 BK1999  USGS QUAD   -  OBERLIN (1994)
 BK1999
 BK1999                         *CURRENT SURVEY CONTROL
 BK1999  ___________________________________________________________________
 BK1999* NAD 83(1986)-  30 37 13.     (N)    092 45 46.     (W)     SCALED    
 BK1999* NAVD 88     -        21.60   (+/-2cm)      70.9    (feet)  VERTCON   
 BK1999  ___________________________________________________________________
 BK1999  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1999
 BK1999  VERT ORDER  -  THIRD (See Below)
 BK1999
 BK1999.The horizontal coordinates were scaled from a topographic map and have
 BK1999.an estimated accuracy of +/- 6 seconds.
 BK1999
 BK1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1999.The vertical order pertains to the NGVD 29 superseded value.
 BK1999
 BK1999.The geoid height was determined by GEOID03.
 BK1999
 BK1999;                    North         East    Units  Estimated Accuracy
 BK1999;SPC LA S     -   235,880.      862,950.      MT  (+/- 180 meters Scaled)
 BK1999
 BK1999                          SUPERSEDED SURVEY CONTROL
 BK1999
 BK1999  NGVD 29 (??/??/??)   21.57   (m)           70.8    (f) RESET       3  
 BK1999
 BK1999.Superseded values are not recommended for survey control.
 BK1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1999.See file dsdata.txt to determine how the superseded data were derived.
 BK1999
 BK1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP227875(NAD 83)
 BK1999_MARKER: DB = BENCH MARK DISK
 BK1999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1999_SP_SET: 12 FEET
 BK1999_STAMPING: N 16 RESET 1982
 BK1999_PROJECTION: FLUSH
 BK1999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1999+STABILITY: POSITION/ELEVATION WELL
 BK1999_ROD/PIPE-DEPTH: 3.69 meters
 BK1999
 BK1999  HISTORY     - Date     Condition        Report By
 BK1999  HISTORY     - 1982     MONUMENTED       LADTD
 BK1999
 BK1999                          STATION DESCRIPTION
 BK1999
 BK1999'DESCRIBED BY LA TRANSP AND DEV 1982
 BK1999'IN OBERLIN.
 BK1999'IN OBERLIN, NEAR THE CITY HALL, AT THE INTERSECTION OF U.S. HIGHWAY
 BK1999'165 AND STATE HIGHWAY 26, 18.1 METERS (59.5 FT) SOUTH OF THE CENTER
 BK1999'OF THE MEDIAN ON STATE HIGHWAY 26, 11.0 METERS (36.0 FT) WEST OF THE
 BK1999'CENTER OF U.S. HIGHWAY 165, 10.1 METERS (33.0 FT) SOUTHEAST OF THE
 BK1999'NORTHEAST CORNER OF THE CITY HALL BUILDING, 10.4 METERS (34.0 FT)
 BK1999'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE CITY HALL BUILDING,
 BK1999'3.7 METERS (12.0 FT) SOUTHEAST OF A FIRE HYDRANT, AND 1.8 METERS
 BK1999'(6.0 FT) SOUTH-SOUTHWEST OF A 30-INCH OAK TREE.
 BK1999'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 BK1999'THE MARK IS .01 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1902 ***********************************************************************
 CQ1902  DESIGNATION -  N 177
 CQ1902  PID         -  CQ1902
 CQ1902  STATE/COUNTY-  LA/BOSSIER
 CQ1902  USGS QUAD   -  BENTON (1975)
 CQ1902
 CQ1902                         *CURRENT SURVEY CONTROL
 CQ1902  ___________________________________________________________________
 CQ1902* NAD 83(1986)-  32 44 43.     (N)    093 43 39.     (W)     SCALED    
 CQ1902* NAVD 88     -        64.823  (meters)     212.67   (feet)  ADJUSTED  
 CQ1902  ___________________________________________________________________
 CQ1902  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ1902  DYNAMIC HT  -          64.751 (meters)     212.44  (feet)  COMP
 CQ1902  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 CQ1902
 CQ1902  VERT ORDER  -  FIRST     CLASS II
 CQ1902
 CQ1902.The horizontal coordinates were scaled from a topographic map and have
 CQ1902.an estimated accuracy of +/- 6 seconds.
 CQ1902
 CQ1902.The orthometric height was determined by differential leveling
 CQ1902.and adjusted by the National Geodetic Survey in June 1991..
 CQ1902
 CQ1902.The geoid height was determined by GEOID03.
 CQ1902
 CQ1902.The dynamic height is computed by dividing the NAVD 88
 CQ1902.geopotential number by the normal gravity value computed on the
 CQ1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1902.degrees latitude (g = 980.6199 gals.).
 CQ1902
 CQ1902.The modeled gravity was interpolated from observed gravity values.
 CQ1902
 CQ1902;                    North         East    Units  Estimated Accuracy
 CQ1902;SPC LA N     -   249,610.      884,960.      MT  (+/- 180 meters Scaled)
 CQ1902
 CQ1902                          SUPERSEDED SURVEY CONTROL
 CQ1902
 CQ1902  NGVD 29 (??/??/??)   64.893  (m)          212.90   (f) ADJUSTED    1 2
 CQ1902
 CQ1902.Superseded values are not recommended for survey control.
 CQ1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1902.See file dsdata.txt to determine how the superseded data were derived.
 CQ1902
 CQ1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS318232(NAD 83)
 CQ1902_MARKER: DB = BENCH MARK DISK
 CQ1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1902_STAMPING: N 177 1960
 CQ1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1902+STABILITY: SURFACE MOTION
 CQ1902
 CQ1902  HISTORY     - Date     Condition        Report By
 CQ1902  HISTORY     - 1961     MONUMENTED       CGS
 CQ1902  HISTORY     - 1969     GOOD             LADH
 CQ1902  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1902
 CQ1902                          STATION DESCRIPTION
 CQ1902
 CQ1902'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1902'3.3 MI N FROM BENTON.
 CQ1902'3.3 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILROAD FROM THE STATION
 CQ1902'AT BENTON, 10 POLES NORTH OF MILEPOST 434, 152 FEET WEST OF WEST RAIL
 CQ1902'OF MAIN TRACK, 28 FEET WEST OF WEST RAIL OF WEST SET OF SIDETRACKS,
 CQ1902'NEAR THE NORTH END OF BARSO SIDING, 180 FEET NORTH OF NORTH END OF
 CQ1902'SUNRAY OIL COMPANY LOADING DOCK, 3 FEET SOUTH OF A TELEPHONE POLE, 1.1
 CQ1902'FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE RAILS, AND
 CQ1902'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CQ1902
 CQ1902                          STATION RECOVERY (2002)
 CQ1902
 CQ1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2028 ***********************************************************************
 BJ2028  DESIGNATION -  N 18
 BJ2028  PID         -  BJ2028
 BJ2028  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ2028  USGS QUAD   -  LOBDELL (1992)
 BJ2028
 BJ2028                         *CURRENT SURVEY CONTROL
 BJ2028  ___________________________________________________________________
 BJ2028* NAD 83(1986)-  30 27 58.     (N)    091 16 07.     (W)     SCALED    
 BJ2028* NAVD 88     -         5.64   (+/-2cm)      18.5    (feet)  VERTCON   
 BJ2028  ___________________________________________________________________
 BJ2028  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ2028
 BJ2028  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2028
 BJ2028.The horizontal coordinates were scaled from a topographic map and have
 BJ2028.an estimated accuracy of +/- 6 seconds.
 BJ2028
 BJ2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2028.The vertical order pertains to the NGVD 29 superseded value.
 BJ2028
 BJ2028.The geoid height was determined by GEOID03.
 BJ2028
 BJ2028;                    North         East    Units  Estimated Accuracy
 BJ2028;SPC LA S     -   217,940.    1,006,220.      MT  (+/- 180 meters Scaled)
 BJ2028
 BJ2028                          SUPERSEDED SURVEY CONTROL
 BJ2028
 BJ2028  NGVD 29 (??/??/??)    5.635  (m)           18.49   (f) ADJUSTED    1 2
 BJ2028
 BJ2028.Superseded values are not recommended for survey control.
 BJ2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2028.See file dsdata.txt to determine how the superseded data were derived.
 BJ2028
 BJ2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP662717(NAD 83)
 BJ2028_MARKER: DB = BENCH MARK DISK
 BJ2028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2028_SP_SET: CULVERT
 BJ2028_STAMPING: N 18 1934
 BJ2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2028
 BJ2028  HISTORY     - Date     Condition        Report By
 BJ2028  HISTORY     - 1934     MONUMENTED       CGS
 BJ2028  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2028
 BJ2028                          STATION DESCRIPTION
 BJ2028
 BJ2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2028'3.0 MI E FROM WILBERT.
 BJ2028'ALONG THE TEXAS AND NEW ORLEANS RAILROAD.  AT PUBLIC CROSS ROAD.  3
 BJ2028'POLES EAST OF MILE POLE NO. 48.  AT 22 FOOT CONCRETE HIGHWAY CULVERT
 BJ2028'IN THE SOUTH END OF THE EAST HEADWALL.  60 FEET NORTH OF THE
 BJ2028'CENTERLINE OF THE TRACKS AND 15 FEET EAST OF THE CENTERLINE OF THE
 BJ2028'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8235 ***********************************************************************
 AC8235  DESIGNATION -  N 180 RESET
 AC8235  PID         -  AC8235
 AC8235  STATE/COUNTY-  LA/EVANGELINE
 AC8235  USGS QUAD   -  VILLE PLATTE (1983)
 AC8235
 AC8235                         *CURRENT SURVEY CONTROL
 AC8235  ___________________________________________________________________
 AC8235* NAD 83(1986)-  30 41 44.     (N)    092 18 01.     (W)     SCALED    
 AC8235* NAVD 88     -        20.26   (+/-2cm)      66.5    (feet)  VERTCON   
 AC8235  ___________________________________________________________________
 AC8235  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AC8235
 AC8235  VERT ORDER  -  THIRD (See Below)
 AC8235
 AC8235.The horizontal coordinates were scaled from a topographic map and have
 AC8235.an estimated accuracy of +/- 6 seconds.
 AC8235
 AC8235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8235.The vertical order pertains to the NGVD 29 superseded value.
 AC8235
 AC8235.The geoid height was determined by GEOID03.
 AC8235
 AC8235;                    North         East    Units  Estimated Accuracy
 AC8235;SPC LA S     -   243,760.      907,360.      MT  (+/- 180 meters Scaled)
 AC8235
 AC8235                          SUPERSEDED SURVEY CONTROL
 AC8235
 AC8235  NGVD 29 (09/18/05)   20.23   (m)           66.4    (f) RESET       3  
 AC8235
 AC8235.Superseded values are not recommended for survey control.
 AC8235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8235.See file dsdata.txt to determine how the superseded data were derived.
 AC8235
 AC8235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP670960(NAD 83)
 AC8235_MARKER: DV = VERTICAL CONTROL DISK
 AC8235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8235_STAMPING: N 180 RESET 1991
 AC8235_MARK LOGO: NGS   
 AC8235_PROJECTION: RECESSED 5 CENTIMETERS
 AC8235_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8235+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC8235_ROD/PIPE-DEPTH: 4.88 meters
 AC8235
 AC8235  HISTORY     - Date     Condition        Report By
 AC8235  HISTORY     - 1991     MONUMENTED       LADTD
 AC8235
 AC8235                          STATION DESCRIPTION
 AC8235
 AC8235'DESCRIBED BY LA TRANSP AND DEV 1991 (SLC)
 AC8235'THE STATION IS LOCATED IN THE WESTERN EDGE OF VILLE PLATTE.
 AC8235'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AC8235'REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 167, STATE HIGHWAY
 AC8235'10 AND STATE HIGHWAY 29, WHERE HIGHWAY 29 LEADS SOUTH, IN VILLE
 AC8235'PLATTE, GO WEST FOR 1.85 MI (2.98 KM) ON HIGHWAYS 167 AND 10 TO THE
 AC8235'MARK ON THE RIGHT JUST WEST OF BAYOU JOE MARCEL. THE STATION IS 65.0
 AC8235'FT (19.8 M) NORTH-NORTHEAST FROM THE CENTER OF THE HIGHWAY, 37.0 FT
 AC8235'(11.3 M) EAST FROM POWER POLE NUMBER 752, 16.0 FT (4.9 M)
 AC8235'EAST-SOUTHEAST FROM THE CENTER OF A DOUBLE CHAIN LINK FENCE GATE, 12.0
 AC8235'FT (3.7 M) WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF A CHAIN LINK
 AC8235'FENCE, 1.0 FT (0.3 M) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST
 AC8235'AND 0.5 FT (15.2 CM) SOUTH-SOUTHWEST FROM A CHAIN LINK FENCE.  THE
 AC8235'MARK IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1153 ***********************************************************************
 BX1153  DESIGNATION -  N 181
 BX1153  PID         -  BX1153
 BX1153  STATE/COUNTY-  LA/RAPIDES
 BX1153  USGS QUAD   -  FOREST HILL (1993)
 BX1153
 BX1153                         *CURRENT SURVEY CONTROL
 BX1153  ___________________________________________________________________
 BX1153* NAD 83(1986)-  31 04 22.     (N)    092 32 31.     (W)     SCALED    
 BX1153* NAVD 88     -        66.14   (+/-2cm)     217.0    (feet)  VERTCON   
 BX1153  ___________________________________________________________________
 BX1153  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX1153
 BX1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1153
 BX1153.The horizontal coordinates were scaled from a topographic map and have
 BX1153.an estimated accuracy of +/- 6 seconds.
 BX1153
 BX1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1153.The vertical order pertains to the NGVD 29 superseded value.
 BX1153
 BX1153.The geoid height was determined by GEOID03.
 BX1153
 BX1153;                    North         East    Units  Estimated Accuracy
 BX1153;SPC LA N     -    63,510.      996,000.      MT  (+/- 180 meters Scaled)
 BX1153
 BX1153                          SUPERSEDED SURVEY CONTROL
 BX1153
 BX1153  NGVD 29 (??/??/??)   66.120  (m)          216.93   (f) ADJUSTED    2 0
 BX1153
 BX1153.Superseded values are not recommended for survey control.
 BX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1153.See file dsdata.txt to determine how the superseded data were derived.
 BX1153
 BX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ436377(NAD 83)
 BX1153_MARKER: DB = BENCH MARK DISK
 BX1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1153_STAMPING: N 181 1961
 BX1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1153+STABILITY: SURFACE MOTION
 BX1153
 BX1153  HISTORY     - Date     Condition        Report By
 BX1153  HISTORY     - 1961     MONUMENTED       CGS
 BX1153  HISTORY     - 19990424 GOOD             USPSQD
 BX1153
 BX1153                          STATION DESCRIPTION
 BX1153
 BX1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1153'3.4 MI NW FROM FOREST HILL.
 BX1153'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1153'STATION AT FOREST HILL, THENCE 1.2 MILES WEST ALONG STATE HIGHWAY 112,
 BX1153'IN SECTION 11, T 1 N, R 2 W, 0.1 MILE EAST OF THE CREST OF A HILL, 45
 BX1153'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET WEST OF THE
 BX1153'CENTER LINE OF A PAVED ROAD AND CATTLE GUARD, 59 FEET NORTHEAST OF
 BX1153'POWER POLE NUMBER 14, 2 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A
 BX1153'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 BX1153'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BX1153
 BX1153                          STATION RECOVERY (1999)
 BX1153
 BX1153'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1190 ***********************************************************************
 BX1190  DESIGNATION -  N 182
 BX1190  PID         -  BX1190
 BX1190  STATE/COUNTY-  LA/VERNON
 BX1190  USGS QUAD   -  LACAMP (1978)
 BX1190
 BX1190                         *CURRENT SURVEY CONTROL
 BX1190  ___________________________________________________________________
 BX1190* NAD 83(1986)-  31 10 54.     (N)    092 59 26.     (W)     SCALED    
 BX1190* NAVD 88     -        73.78   (+/-2cm)     242.1    (feet)  VERTCON   
 BX1190  ___________________________________________________________________
 BX1190  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX1190
 BX1190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1190
 BX1190.The horizontal coordinates were scaled from a topographic map and have
 BX1190.an estimated accuracy of +/- 6 seconds.
 BX1190
 BX1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1190.The vertical order pertains to the NGVD 29 superseded value.
 BX1190
 BX1190.The geoid height was determined by GEOID03.
 BX1190
 BX1190;                    North         East    Units  Estimated Accuracy
 BX1190;SPC LA N     -    75,690.      953,240.      MT  (+/- 180 meters Scaled)
 BX1190
 BX1190                          SUPERSEDED SURVEY CONTROL
 BX1190
 BX1190  NGVD 29 (??/??/??)   73.831  (m)          242.23   (f) ADJUSTED    2 0
 BX1190
 BX1190.Superseded values are not recommended for survey control.
 BX1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1190.See file dsdata.txt to determine how the superseded data were derived.
 BX1190
 BX1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ009497(NAD 83)
 BX1190_MARKER: DB = BENCH MARK DISK
 BX1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1190_STAMPING: N 182 1961
 BX1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1190+STABILITY: SURFACE MOTION
 BX1190
 BX1190  HISTORY     - Date     Condition        Report By
 BX1190  HISTORY     - 1961     MONUMENTED       CGS
 BX1190  HISTORY     - 19940611 GOOD             USPSQD
 BX1190  HISTORY     - 20010331 GOOD             NGS
 BX1190
 BX1190                          STATION DESCRIPTION
 BX1190
 BX1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1190'8.4 MI E FROM SLAGLE.
 BX1190'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX1190'AND STORE AT SLAGLE, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 1214,
 BX1190'THENCE 3.95 MILES EAST ALONG STATE HIGHWAY 28, IN SECTION 4, T 2 N, R
 BX1190'6 W, 0.5 MILE WEST OF THE HICKS HIGH SCHOOL, 46 FEET NORTH OF THE
 BX1190'CENTER LINE OF THE HIGHWAY, 220 FEET EAST OF THE NORTHEAST CORNER OF
 BX1190'THE MOST EASTERLY ONE OF 3 BRIDGES, 152 FEET WEST OF THE EXTENDED
 BX1190'CENTER LINE OF A DIRT ROAD LEADING SOUTH FROM THE CREST OF A SMALL
 BX1190'KNOLL, 10 FEET EAST OF THE CENTER LINE OF A WOODS ROAD AND GATE, 2
 BX1190'FEET SOUTH OF A FENCE, 1.7 FEET NORTHEAST OF A METAL WITNESS POST,
 BX1190'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 BX1190'A CONCRETE POST PROJECTING 6 INCHES.
 BX1190
 BX1190                          STATION RECOVERY (1994)
 BX1190
 BX1190'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1190'RECOVERED IN GOOD CONDITION.
 BX1190
 BX1190                          STATION RECOVERY (2001)
 BX1190
 BX1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1190'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1203 ***********************************************************************
 BK1203  DESIGNATION -  N 183
 BK1203  PID         -  BK1203
 BK1203  STATE/COUNTY-  LA/VERNON
 BK1203  USGS QUAD   -  PITKIN (1972)
 BK1203
 BK1203                         *CURRENT SURVEY CONTROL
 BK1203  ___________________________________________________________________
 BK1203* NAD 83(1986)-  30 59 08.     (N)    092 54 44.     (W)     SCALED    
 BK1203* NAVD 88     -        53.45   (+/-2cm)     175.4    (feet)  VERTCON   
 BK1203  ___________________________________________________________________
 BK1203  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BK1203
 BK1203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1203
 BK1203.The horizontal coordinates were scaled from a topographic map and have
 BK1203.an estimated accuracy of +/- 6 seconds.
 BK1203
 BK1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1203.The vertical order pertains to the NGVD 29 superseded value.
 BK1203
 BK1203.The geoid height was determined by GEOID03.
 BK1203
 BK1203;                    North         East    Units  Estimated Accuracy
 BK1203;SPC LA N     -    53,910.      960,620.      MT  (+/- 180 meters Scaled)
 BK1203
 BK1203                          SUPERSEDED SURVEY CONTROL
 BK1203
 BK1203  NGVD 29 (??/??/??)   53.486  (m)          175.48   (f) ADJUSTED    2 0
 BK1203
 BK1203.Superseded values are not recommended for survey control.
 BK1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1203.See file dsdata.txt to determine how the superseded data were derived.
 BK1203
 BK1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ083280(NAD 83)
 BK1203_MARKER: DB = BENCH MARK DISK
 BK1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1203_STAMPING: N 183 1961
 BK1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1203+STABILITY: SURFACE MOTION
 BK1203
 BK1203  HISTORY     - Date     Condition        Report By
 BK1203  HISTORY     - 1961     MONUMENTED       CGS
 BK1203  HISTORY     - 19940611 GOOD             USPSQD
 BK1203  HISTORY     - 20010331 GOOD             NGS
 BK1203
 BK1203                          STATION DESCRIPTION
 BK1203
 BK1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1203'3.85 MI NE FROM PITKIN.
 BK1203'ABOUT 3.85 MILES NORTHEAST ALONG STATE HIGHWAY 463 FROM THE GULF,
 BK1203'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, IN SECTION 7, T 1 S,
 BK1203'R 5 W, 161 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 62
 BK1203'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 69 1/2 FEET SOUTH OF
 BK1203'A BRACED POWER POLE BEARING A TRANSFORMER, 59 FEET SOUTH OF A CORNER
 BK1203'FENCE POST, 2 FEET WEST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF
 BK1203'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BK1203'INCHES.
 BK1203
 BK1203                          STATION RECOVERY (1994)
 BK1203
 BK1203'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1203'RECOVERED IN GOOD CONDITION.
 BK1203
 BK1203                          STATION RECOVERY (2001)
 BK1203
 BK1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1565 ***********************************************************************
 BJ1565  DESIGNATION -  N 19
 BJ1565  PID         -  BJ1565
 BJ1565  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1565  USGS QUAD   -  PONCHATOULA (1994)
 BJ1565
 BJ1565                         *CURRENT SURVEY CONTROL
 BJ1565  ___________________________________________________________________
 BJ1565* NAD 83(1986)-  30 28 16.     (N)    090 27 03.     (W)     SCALED    
 BJ1565* NAVD 88     -         9.617  (meters)      31.55   (feet)  READJUSTED
 BJ1565  ___________________________________________________________________
 BJ1565  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ1565  DYNAMIC HT  -           9.600 (meters)      31.50  (feet)  COMP
 BJ1565  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BJ1565
 BJ1565  VERT ORDER  -  ?
 BJ1565
 BJ1565.The horizontal coordinates were scaled from a topographic map and have
 BJ1565.an estimated accuracy of +/- 6 seconds.
 BJ1565
 BJ1565.The orthometric height was determined by differential leveling
 BJ1565.and adjusted by the National Geodetic Survey in June 1991..
 BJ1565.The height was derived from older observations constrained to new
 BJ1565.heights in a crustal motion area.  The height is approximate in
 BJ1565.relation to other heights in its vicinity.
 BJ1565
 BJ1565.The geoid height was determined by GEOID03.
 BJ1565
 BJ1565.The dynamic height is computed by dividing the NAVD 88
 BJ1565.geopotential number by the normal gravity value computed on the
 BJ1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1565.degrees latitude (g = 980.6199 gals.).
 BJ1565
 BJ1565.The modeled gravity was interpolated from observed gravity values.
 BJ1565
 BJ1565;                    North         East    Units  Estimated Accuracy
 BJ1565;SPC LA S     -   218,820.    1,084,740.      MT  (+/- 180 meters Scaled)
 BJ1565
 BJ1565                          SUPERSEDED SURVEY CONTROL
 BJ1565
 BJ1565  NGVD 29 (??/??/??)    9.598  (m)           31.49   (f) ADJUSTED    1 1
 BJ1565
 BJ1565.Superseded values are not recommended for survey control.
 BJ1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1565.See file dsdata.txt to determine how the superseded data were derived.
 BJ1565
 BJ1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP447737(NAD 83)
 BJ1565_MARKER: DB = BENCH MARK DISK
 BJ1565_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ1565+WITH SETTING: PAVEMENT
 BJ1565_SP_SET: SIGNAL BASE
 BJ1565_STAMPING: N 19 1934 31.837
 BJ1565_MARK LOGO: CGS   
 BJ1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1565+STABILITY: SURFACE MOTION
 BJ1565
 BJ1565  HISTORY     - Date     Condition        Report By
 BJ1565  HISTORY     - 1934     MONUMENTED       CGS
 BJ1565  HISTORY     - 1969     GOOD             CGS
 BJ1565  HISTORY     - 1986     GOOD             NGS
 BJ1565  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1565
 BJ1565                          STATION DESCRIPTION
 BJ1565
 BJ1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1565'2.6 MI S FROM HAMMOND.
 BJ1565'ABOUT 2.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1565'STATION AT HAMMOND, 0.35 MILE NORTH OF MILEPOST 862, SET ON THE TOP OF
 BJ1565'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR AN ABANDONED
 BJ1565'SIGNAL BASE, 454 FEET SOUTH OF A SIGNAL ON THE EAST SIDE OF THE TRACK,
 BJ1565'6.5 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE TRACK. T 6S,
 BJ1565'R 7 E.
 BJ1565
 BJ1565                          STATION RECOVERY (1986)
 BJ1565
 BJ1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1565'RECOVERED IN GOOD CONDITION.
 BJ1565
 BJ1565                          STATION RECOVERY (1992)
 BJ1565
 BJ1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1565'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0970 ***********************************************************************
 BJ0970  DESIGNATION -  N 197
 BJ0970  PID         -  BJ0970
 BJ0970  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0970  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0970
 BJ0970                         *CURRENT SURVEY CONTROL
 BJ0970  ___________________________________________________________________
 BJ0970* NAD 83(1986)-  30 26 37.     (N)    091 10 42.     (W)     SCALED    
 BJ0970* NAVD 88     -        15.057  (meters)      49.40   (feet)  ADJUSTED  
 BJ0970  ___________________________________________________________________
 BJ0970  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0970  DYNAMIC HT  -          15.037 (meters)      49.33  (feet)  COMP
 BJ0970  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BJ0970
 BJ0970  VERT ORDER  -  FIRST     CLASS I
 BJ0970
 BJ0970.The horizontal coordinates were scaled from a topographic map and have
 BJ0970.an estimated accuracy of +/- 6 seconds.
 BJ0970
 BJ0970.The orthometric height was determined by differential leveling
 BJ0970.and adjusted by the National Geodetic Survey in February 1994..
 BJ0970
 BJ0970.The geoid height was determined by GEOID03.
 BJ0970
 BJ0970.The dynamic height is computed by dividing the NAVD 88
 BJ0970.geopotential number by the normal gravity value computed on the
 BJ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0970.degrees latitude (g = 980.6199 gals.).
 BJ0970
 BJ0970.The modeled gravity was interpolated from observed gravity values.
 BJ0970
 BJ0970;                    North         East    Units  Estimated Accuracy
 BJ0970;SPC LA S     -   215,450.    1,014,890.      MT  (+/- 180 meters Scaled)
 BJ0970
 BJ0970                          SUPERSEDED SURVEY CONTROL
 BJ0970
 BJ0970  NGVD 29 (??/??/??)   15.058  (m)           49.40   (f) ADJUSTED    1 1
 BJ0970
 BJ0970.Superseded values are not recommended for survey control.
 BJ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0970.See file dsdata.txt to determine how the superseded data were derived.
 BJ0970
 BJ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP749693(NAD 83)
 BJ0970_MARKER: DB = BENCH MARK DISK
 BJ0970_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0970_SP_SET: BRIDGE PIER
 BJ0970_STAMPING: N 197 1964
 BJ0970_MARK LOGO: CGS   
 BJ0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0970+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 BJ0970
 BJ0970  HISTORY     - Date     Condition        Report By
 BJ0970  HISTORY     - 1964     MONUMENTED       CGS
 BJ0970  HISTORY     - 1976     GOOD             NGS
 BJ0970  HISTORY     - 1987     GOOD             USPSQD
 BJ0970  HISTORY     - 1987     GOOD             LA-033
 BJ0970  HISTORY     - 20051212 GOOD             SJB
 BJ0970
 BJ0970                          STATION DESCRIPTION
 BJ0970
 BJ0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0970'IN BATON ROUGE.
 BJ0970'AT BATON ROUGE, ALONG GOVERNMENT STREET, ABOUT 0.75 MILE EAST OF THE
 BJ0970'ILLINOIS CENTRAL RAILROAD STATION, AT THE INTERSTATE HIGHWAY 410 OVER
 BJ0970'GOVERNMENT STREET, SET VERTICALLY IN THE EAST FACE OF THE EAST ONE OF
 BJ0970'CONCRETE PIERS SUPPORTING THE INTERSTATE HIGHWAY OVER GOVERNMENT
 BJ0970'STREET, 5.8 FEET SOUTH OF THE SOUTH CURB OF GOVERNMENT STREET AND 2.5
 BJ0970'FEET ABOVE THE LEVEL OF THE SIDEWALK.
 BJ0970
 BJ0970                          STATION RECOVERY (1976)
 BJ0970
 BJ0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0970'0.5 MILE EAST ALONG GOVERNMENT STREET FROM ITS INTERSECTION WITH SAINT
 BJ0970'LOUIS STREET, SET VERTICALLY IN THE EAST FACE OF THE EAST PIER OF THE
 BJ0970'NORTH BOUND LANE OF INTERSTATE HIGHWAY 110 OVER GOVERNMENT STREET,
 BJ0970'5.8 FT. SOUTH OF SOUTH CURB OF GOVERNMENT STREET.
 BJ0970
 BJ0970                          STATION RECOVERY (1987)
 BJ0970
 BJ0970'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 BJ0970'RECOVERED IN GOOD CONDITION.
 BJ0970
 BJ0970                          STATION RECOVERY (1987)
 BJ0970
 BJ0970'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0970'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 0.8 KM
 BJ0970'(0.5 MI) EAST ALONG GOVERNMENT STREET FROM THE INTERSECTION OF
 BJ0970'GOVERNMENT STREET AND SAINT LOUIS STREET TO THE BENCH MARK SET
 BJ0970'VERTICALLY IN THE EAST FACE OF THE EAST PIER OF THE NORTH BOUND LANE
 BJ0970'OF INTERSTATE HIGHWAY 110 OVER GOVERNMENT STREET, 1.8 METERS (5.8 FT)
 BJ0970'SOUTH OF THE SOUTH CURB OF GOVERNMENT STREET.
 BJ0970'THE MARK IS 2.29 METERS  NW FROM A WITNESS POST.
 BJ0970'THE MARK IS 1.22 M ABOVE SIDEWALK.
 BJ0970
 BJ0970                          STATION RECOVERY (2005)
 BJ0970
 BJ0970'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ0970'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1235 ***********************************************************************
 BJ1235  DESIGNATION -  N 20
 BJ1235  PID         -  BJ1235
 BJ1235  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1235  USGS QUAD   -  SPRING CREEK (1983)
 BJ1235
 BJ1235                         *CURRENT SURVEY CONTROL
 BJ1235  ___________________________________________________________________
 BJ1235* NAD 83(1986)-  30 58 32.     (N)    090 29 07.     (W)     SCALED    
 BJ1235* NAVD 88     -        69.643  (meters)     228.49   (feet)  READJUSTED
 BJ1235  ___________________________________________________________________
 BJ1235  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ1235  DYNAMIC HT  -          69.550 (meters)     228.18  (feet)  COMP
 BJ1235  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 BJ1235
 BJ1235  VERT ORDER  -  ?
 BJ1235
 BJ1235.The horizontal coordinates were scaled from a topographic map and have
 BJ1235.an estimated accuracy of +/- 6 seconds.
 BJ1235
 BJ1235.The orthometric height was determined by differential leveling
 BJ1235.and adjusted by the National Geodetic Survey in June 1991..
 BJ1235.The height was derived from older observations constrained to new
 BJ1235.heights in a crustal motion area.  The height is approximate in
 BJ1235.relation to other heights in its vicinity.
 BJ1235
 BJ1235.The geoid height was determined by GEOID03.
 BJ1235
 BJ1235.The dynamic height is computed by dividing the NAVD 88
 BJ1235.geopotential number by the normal gravity value computed on the
 BJ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1235.degrees latitude (g = 980.6199 gals.).
 BJ1235
 BJ1235.The modeled gravity was interpolated from observed gravity values.
 BJ1235
 BJ1235;                    North         East    Units  Estimated Accuracy
 BJ1235;SPC LA S     -   274,710.    1,081,020.      MT  (+/- 180 meters Scaled)
 BJ1235
 BJ1235                          SUPERSEDED SURVEY CONTROL
 BJ1235
 BJ1235  NGVD 29 (??/??/??)   69.628  (m)          228.44   (f) ADJUSTED    1 1
 BJ1235
 BJ1235.Superseded values are not recommended for survey control.
 BJ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1235.See file dsdata.txt to determine how the superseded data were derived.
 BJ1235
 BJ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ401296(NAD 83)
 BJ1235_MARKER: DB = BENCH MARK DISK
 BJ1235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1235_SP_SET: ABUTMENT
 BJ1235_STAMPING: N 20 1934 228.628
 BJ1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1235
 BJ1235  HISTORY     - Date     Condition        Report By
 BJ1235  HISTORY     - 1934     MONUMENTED       CGS
 BJ1235  HISTORY     - 1969     GOOD             CGS
 BJ1235  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1235
 BJ1235                          STATION DESCRIPTION
 BJ1235
 BJ1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1235'2.9 MI NE FROM KENTWOOD.
 BJ1235'ABOUT 2.9 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1235'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, NEAR MILEPOST 826, 0.3 MILE
 BJ1235'NORTHEAST OF A GRAVELED ROAD CROSSING, SET ON THE TOP OF THE NORTH END
 BJ1235'OF THE NORTH CONCRETE WING WALL FOR THE NORTHEAST CONCRETE ABUTMENT
 BJ1235'FOR A 45-FOOT LONG BRIDGE OVER CHUBBY CREEK, 125.5 FEET SOUTHWEST OF
 BJ1235'MILEPOST 826, 9.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 BJ1235'NORTHWEST SET OF TRACK AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 BJ1235
 BJ1235                          STATION RECOVERY (1992)
 BJ1235
 BJ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1235'THE MARK MAY STILL BE IN PLACE UNDER NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0732 ***********************************************************************
 BJ0732  DESIGNATION -  N 204 RESET
 BJ0732  PID         -  BJ0732
 BJ0732  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0732  USGS QUAD   -  WALLS (1994)
 BJ0732
 BJ0732                         *CURRENT SURVEY CONTROL
 BJ0732  ___________________________________________________________________
 BJ0732* NAD 83(1986)-  30 31 17.     (N)    091 22 22.     (W)     SCALED    
 BJ0732* NAVD 88     -         6.664  (meters)      21.86   (feet)  READJUSTED
 BJ0732  ___________________________________________________________________
 BJ0732  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0732  DYNAMIC HT  -           6.660 (meters)      21.85  (feet)  COMP
 BJ0732  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ0732
 BJ0732  VERT ORDER  -  ?
 BJ0732
 BJ0732.The horizontal coordinates were scaled from a topographic map and have
 BJ0732.an estimated accuracy of +/- 6 seconds.
 BJ0732
 BJ0732.The orthometric height was determined by differential leveling
 BJ0732.and adjusted by the National Geodetic Survey in June 1991..
 BJ0732.The height was derived from older observations constrained to new
 BJ0732.heights in a crustal motion area.  The height is approximate in
 BJ0732.relation to other heights in its vicinity.
 BJ0732
 BJ0732.The geoid height was determined by GEOID03.
 BJ0732
 BJ0732.The dynamic height is computed by dividing the NAVD 88
 BJ0732.geopotential number by the normal gravity value computed on the
 BJ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0732.degrees latitude (g = 980.6199 gals.).
 BJ0732
 BJ0732.The modeled gravity was interpolated from observed gravity values.
 BJ0732
 BJ0732;                    North         East    Units  Estimated Accuracy
 BJ0732;SPC LA S     -   224,060.      996,210.      MT  (+/- 180 meters Scaled)
 BJ0732
 BJ0732                          SUPERSEDED SURVEY CONTROL
 BJ0732
 BJ0732  NGVD 29 (??/??/??)    6.627  (m)           21.74   (f) ADJUSTED    1 1
 BJ0732
 BJ0732.Superseded values are not recommended for survey control.
 BJ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0732.See file dsdata.txt to determine how the superseded data were derived.
 BJ0732
 BJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP561776(NAD 83)
 BJ0732_MARKER: DB = BENCH MARK DISK
 BJ0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0732_SP_SET: CONCRETE BASE
 BJ0732_STAMPING: N 204 1964 RESET 1969
 BJ0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0732
 BJ0732  HISTORY     - Date     Condition        Report By
 BJ0732  HISTORY     - 1969     MONUMENTED       CGS
 BJ0732  HISTORY     - 1976     GOOD             NGS
 BJ0732  HISTORY     - 1981     GOOD             LADTD
 BJ0732  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0732
 BJ0732                          STATION DESCRIPTION
 BJ0732
 BJ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0732'2.2 MI E FROM ERWINVILLE.
 BJ0732'LOCATED 2.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0732'STATION AT ERWINVILLE, 216 FEET NORTH OF THE NORTH RAIL OF THE TRACKS,
 BJ0732'20 FEET NORTH OF THE WEST BOUND LANE OF U.S. HIGHWAY 190 AND 1 FOOT
 BJ0732'WEST OF THE EAST END OF A CONCRETE BRIDGE.  IT IS A BENCH MARK DISK,
 BJ0732'SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE NORTH GUARD RAIL OF
 BJ0732'THE BRIDGE AT THE EAST END OF THE NORTH RAIL.  IT IS 1 FOOT ABOVE THE
 BJ0732'LEVEL OF THE HIGHWAY.
 BJ0732
 BJ0732                          STATION RECOVERY (1976)
 BJ0732
 BJ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0732'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0732'STATE HIGHWAY 413, 0.5 MILE NORTHWEST OF THE JUNCTION OF STATE
 BJ0732'HIGHWAY 984 LEADING NORTH AT A CONCRETE HIGHWAY BRIDGE, 20 FT.
 BJ0732'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, IN
 BJ0732'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE CURB OF THE
 BJ0732'BRIDGE, 1.2 FT. NORTHWEST OF THE SOUTHEAST END OF THE CURB. THE DISK
 BJ0732'HAS A 14 BY - 14 INCH WOODEN BLOCK BOLTED TO BRIDGE DIRECTLY OVER
 BJ0732'IT, ACCESS IS HAD BY REMOVING BOLT AND BLOCK.
 BJ0732
 BJ0732                          STATION RECOVERY (1981)
 BJ0732
 BJ0732'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0732'RECOVERED IN GOOD CONDITION.
 BJ0732
 BJ0732                          STATION RECOVERY (1986)
 BJ0732
 BJ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0732'NOT RECOVERED, COVERED BY A WOODEN BLOCK AND METAL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0321 ***********************************************************************
 BJ0321  DESIGNATION -  N 205
 BJ0321  PID         -  BJ0321
 BJ0321  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0321  USGS QUAD   -  LOTTIE (1994)
 BJ0321
 BJ0321                         *CURRENT SURVEY CONTROL
 BJ0321  ___________________________________________________________________
 BJ0321* NAD 83(1986)-  30 32 56.     (N)    091 44 43.     (W)     SCALED    
 BJ0321* NAVD 88     -        15.324  (meters)      50.28   (feet)  READJUSTED
 BJ0321  ___________________________________________________________________
 BJ0321  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0321  DYNAMIC HT  -          15.300 (meters)      50.20  (feet)  COMP
 BJ0321  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BJ0321
 BJ0321  VERT ORDER  -  ?
 BJ0321
 BJ0321.The horizontal coordinates were scaled from a topographic map and have
 BJ0321.an estimated accuracy of +/- 6 seconds.
 BJ0321
 BJ0321.The orthometric height was determined by differential leveling
 BJ0321.and adjusted by the National Geodetic Survey in June 1991..
 BJ0321.The height was derived from older observations constrained to new
 BJ0321.heights in a crustal motion area.  The height is approximate in
 BJ0321.relation to other heights in its vicinity.
 BJ0321
 BJ0321.The geoid height was determined by GEOID03.
 BJ0321
 BJ0321.The dynamic height is computed by dividing the NAVD 88
 BJ0321.geopotential number by the normal gravity value computed on the
 BJ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0321.degrees latitude (g = 980.6199 gals.).
 BJ0321
 BJ0321.The modeled gravity was interpolated from observed gravity values.
 BJ0321
 BJ0321;                    North         East    Units  Estimated Accuracy
 BJ0321;SPC LA S     -   227,180.      960,480.      MT  (+/- 180 meters Scaled)
 BJ0321
 BJ0321                          SUPERSEDED SURVEY CONTROL
 BJ0321
 BJ0321  NGVD 29 (??/??/??)   15.294  (m)           50.18   (f) ADJUSTED    1 1
 BJ0321
 BJ0321.Superseded values are not recommended for survey control.
 BJ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0321.See file dsdata.txt to determine how the superseded data were derived.
 BJ0321
 BJ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP203802(NAD 83)
 BJ0321_MARKER: DB = BENCH MARK DISK
 BJ0321_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0321_SP_SET: BRIDGE ABUTMENT
 BJ0321_STAMPING: N 205 1964
 BJ0321_MARK LOGO: CGS   
 BJ0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0321
 BJ0321  HISTORY     - Date     Condition        Report By
 BJ0321  HISTORY     - 1964     MONUMENTED       CGS
 BJ0321  HISTORY     - 1966     GOOD             CGS
 BJ0321  HISTORY     - 1976     GOOD             NGS
 BJ0321  HISTORY     - 1986     GOOD             NGS
 BJ0321
 BJ0321                          STATION DESCRIPTION
 BJ0321
 BJ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0321'1.6 MI NE FROM KROTZ SPRINGS.
 BJ0321'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0321'STATION AT KROTZ SPRINGS, THENCE 0.55 MILE NORTH ALONG A LEVEE AND A
 BJ0321'GRAVELED ROAD, SET IN THE TOP OF A CONCRETE WING WALL AT THE NORTH END
 BJ0321'OF THE EAST ABUTMENT OF THE U.S. HIGHWAY 190 BRIDGE OVER THE
 BJ0321'ATCHAFALAYA RIVER, 17 FEET NORTH OF THE CENTER LINE OF THE BRIDGE, 4
 BJ0321'FEET NORTH OF THE NORTH EDGE OF THE BRIDGE, AND ABOUT LEVEL WITH THE
 BJ0321'FLOOR OF THE BRIDGE.
 BJ0321
 BJ0321                          STATION RECOVERY (1966)
 BJ0321
 BJ0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ0321'RECOVERED IN GOOD CONDITION.
 BJ0321
 BJ0321                          STATION RECOVERY (1976)
 BJ0321
 BJ0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0321'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0321'POST OFFICE, THENCE 0.6 MILE NORTH ALONG A LEVEE ROAD AT THE
 BJ0321'EAST END OF THE SOUTH ONE OF TWO U.S. HIGHWAY 190 BRIDGES OVER
 BJ0321'THE ATCHAFALAYA RIVER, 17 FT NORTH OF THE CENTER LINE OF THE EAST
 BJ0321'BOUND HIGHWAY LANES, IN THE TOP OF THE CENTER OF THE NORTHEAST
 BJ0321'CONCRETE WING WALL, 4.0 FT NORTH OF THE NORTH EDGE OF THE BRIDGE,
 BJ0321'4.5 FT WEST OF THE NORTH END OF THE ABUTMENT.
 BJ0321
 BJ0321                          STATION RECOVERY (1986)
 BJ0321
 BJ0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0321'RECOVERED IN GOOD CONDITION, NOTE--BRIDGE IS IN PROCESS OF BEING TORN
 BJ0321'DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3699 ***********************************************************************
 BJ3699  DESIGNATION -  N 205 RESET
 BJ3699  PID         -  BJ3699
 BJ3699  STATE/COUNTY-  LA/POINTE COUPEE
 BJ3699  USGS QUAD   -  LOTTIE (1994)
 BJ3699
 BJ3699                         *CURRENT SURVEY CONTROL
 BJ3699  ___________________________________________________________________
 BJ3699* NAD 83(1986)-  30 32 55.     (N)    091 44 39.     (W)     SCALED    
 BJ3699* NAVD 88     -        14.651  (meters)      48.07   (feet)  ADJUSTED  
 BJ3699  ___________________________________________________________________
 BJ3699  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3699  DYNAMIC HT  -          14.632 (meters)      48.01  (feet)  COMP
 BJ3699  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BJ3699
 BJ3699  VERT ORDER  -  FIRST     CLASS II
 BJ3699
 BJ3699.The horizontal coordinates were scaled from a topographic map and have
 BJ3699.an estimated accuracy of +/- 6 seconds.
 BJ3699
 BJ3699.The orthometric height was determined by differential leveling
 BJ3699.and adjusted by the National Geodetic Survey in February 1994..
 BJ3699
 BJ3699.The geoid height was determined by GEOID03.
 BJ3699
 BJ3699.The dynamic height is computed by dividing the NAVD 88
 BJ3699.geopotential number by the normal gravity value computed on the
 BJ3699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3699.degrees latitude (g = 980.6199 gals.).
 BJ3699
 BJ3699.The modeled gravity was interpolated from observed gravity values.
 BJ3699
 BJ3699;                    North         East    Units  Estimated Accuracy
 BJ3699;SPC LA S     -   227,150.      960,580.      MT  (+/- 180 meters Scaled)
 BJ3699
 BJ3699                          SUPERSEDED SURVEY CONTROL
 BJ3699
 BJ3699  NGVD 29 (09/18/05)   14.69   (m)           48.2    (f) RESET       3  
 BJ3699
 BJ3699.Superseded values are not recommended for survey control.
 BJ3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3699.See file dsdata.txt to determine how the superseded data were derived.
 BJ3699
 BJ3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP204802(NAD 83)
 BJ3699_MARKER: DB = BENCH MARK DISK
 BJ3699_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3699_SP_SET: BRIDGE ABUTMENT
 BJ3699_STAMPING: N 205 RESET 1985
 BJ3699_MARK LOGO: NGS   
 BJ3699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3699
 BJ3699  HISTORY     - Date     Condition        Report By
 BJ3699  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3699  HISTORY     - 1986     GOOD             NGS
 BJ3699
 BJ3699                          STATION DESCRIPTION
 BJ3699
 BJ3699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3699'1.9 KM (1.2 MI) NE FROM KROTZ SPRINGS.
 BJ3699'1.0 KM (0.6 MI) EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ3699'OFFICE IN KROTZ SPRINGS, THENCE 1.0 KM (0.6 MI) NORTH ALONG A LEVEE
 BJ3699'ROAD AT THE EAST END OF THE NORTH ONE OF TWO U.S. HIGHWAY 190 BRIDGES
 BJ3699'0VER THE ATCHAFALAYA RIVER.  IT IS 5.20 METERS (17.0 FT) SOUTH OF THE
 BJ3699'CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY AND 0.43 METERS (1.4
 BJ3699'FT) WEST OF THE EAST EDGE OF THE CURB.
 BJ3699'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 BJ3699'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0096 ***********************************************************************
 BJ0096  DESIGNATION -  N 206
 BJ0096  PID         -  BJ0096
 BJ0096  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0096  USGS QUAD   -  WALLS (1994)
 BJ0096
 BJ0096                         *CURRENT SURVEY CONTROL
 BJ0096  ___________________________________________________________________
 BJ0096* NAD 83(1986)-  30 32 07.     (N)    091 17 33.     (W)     SCALED    
 BJ0096* NAVD 88     -        11.296  (meters)      37.06   (feet)  ADJUSTED  
 BJ0096  ___________________________________________________________________
 BJ0096  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0096  DYNAMIC HT  -          11.281 (meters)      37.01  (feet)  COMP
 BJ0096  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ0096
 BJ0096  VERT ORDER  -  FIRST     CLASS I
 BJ0096
 BJ0096.The horizontal coordinates were scaled from a topographic map and have
 BJ0096.an estimated accuracy of +/- 6 seconds.
 BJ0096
 BJ0096.The orthometric height was determined by differential leveling
 BJ0096.and adjusted by the National Geodetic Survey in February 1994..
 BJ0096
 BJ0096.The geoid height was determined by GEOID03.
 BJ0096
 BJ0096.The dynamic height is computed by dividing the NAVD 88
 BJ0096.geopotential number by the normal gravity value computed on the
 BJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0096.degrees latitude (g = 980.6199 gals.).
 BJ0096
 BJ0096.The modeled gravity was interpolated from observed gravity values.
 BJ0096
 BJ0096;                    North         East    Units  Estimated Accuracy
 BJ0096;SPC LA S     -   225,600.    1,003,920.      MT  (+/- 180 meters Scaled)
 BJ0096
 BJ0096                          SUPERSEDED SURVEY CONTROL
 BJ0096
 BJ0096  NAVD 88 (06/15/91)   11.322  (m)           37.15   (f) UNKNOWN     1 1
 BJ0096  NGVD 29 (??/??/??)   11.284  (m)           37.02   (f) ADJUSTED    1 1
 BJ0096
 BJ0096.Superseded values are not recommended for survey control.
 BJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0096.See file dsdata.txt to determine how the superseded data were derived.
 BJ0096
 BJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP638793(NAD 83)
 BJ0096_MARKER: DB = BENCH MARK DISK
 BJ0096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0096_SP_SET: 80 FT.
 BJ0096_STAMPING: N 206 1964
 BJ0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0096
 BJ0096  HISTORY     - Date     Condition        Report By
 BJ0096  HISTORY     - 1964     MONUMENTED       CGS
 BJ0096  HISTORY     - 1976     GOOD             NGS
 BJ0096  HISTORY     - 20060603 MARK NOT FOUND   NGS
 BJ0096
 BJ0096                          STATION DESCRIPTION
 BJ0096
 BJ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0096'0.4 MI S FROM DEVALL.
 BJ0096'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0096'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.2 MILE EAST OF THE CHAMBERLIN
 BJ0096'ELEMENTARY SCHOOL FOR THE COLORED, 72 FEET NORTHEAST OF THE CENTER OF
 BJ0096'THE JUNCTION OF STATE HIGHWAY 620, 64 FEET EAST OF THE CENTER LINE OF
 BJ0096'THE HIGHWAY, 104 FEET WEST OF THE CENTER LINE OF A DIRT LEVEE AND A
 BJ0096'CATTLE GUARD, 22 FEET EAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A
 BJ0096'FENCE, 23.0 FEET EAST OF A METAL WITNESS POST, ABOUT 20 FEET BELOW THE
 BJ0096'LEVEL OF THE LEVEE, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BJ0096'THAT IS DRIVEN TO A DEPTH OF 80 FEET AND IS ENCASED IN A 4-INCH IRON
 BJ0096'PIPE WHICH PROJECTS 3 INCHES.
 BJ0096
 BJ0096                          STATION RECOVERY (1976)
 BJ0096
 BJ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0096'0.4 MILE SOUTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0096'SCHOOL AT DEVALL, AT THE JUNCTION OF S. HWY 620, 72 FT NORTHEAST
 BJ0096'OF THE CENTER OF THE JUNCTION, 64 FT EAST OF THE CENTER LINE OF
 BJ0096'HWY 415, 104 FT WEST OF THE CENTER LINE OF THE WEST LEVEE ROAD OF
 BJ0096'THE MISS. RIVER, 22 FT EAST OF A T JUNCTION FENCE POST, 1.5 FT
 BJ0096'SOUTH OF A FENCE.
 BJ0096
 BJ0096                          STATION RECOVERY (2006)
 BJ0096
 BJ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0096'NOT RECOVERED.  THE AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0007 ***********************************************************************
 BJ0007  DESIGNATION -  N 208
 BJ0007  PID         -  BJ0007
 BJ0007  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0007  USGS QUAD   -  INNIS (1994)
 BJ0007
 BJ0007                         *CURRENT SURVEY CONTROL
 BJ0007  ___________________________________________________________________
 BJ0007* NAD 83(1986)-  30 57 19.     (N)    091 40 10.     (W)     SCALED    
 BJ0007* NAVD 88     -        14.439  (meters)      47.37   (feet)  ADJUSTED  
 BJ0007  ___________________________________________________________________
 BJ0007  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0007  DYNAMIC HT  -          14.421 (meters)      47.31  (feet)  COMP
 BJ0007  MODELED GRAV-     979,384.5   (mgal)                       NAVD 88
 BJ0007
 BJ0007  VERT ORDER  -  FIRST     CLASS I
 BJ0007
 BJ0007.The horizontal coordinates were scaled from a topographic map and have
 BJ0007.an estimated accuracy of +/- 6 seconds.
 BJ0007
 BJ0007.The orthometric height was determined by differential leveling
 BJ0007.and adjusted by the National Geodetic Survey in February 1994..
 BJ0007
 BJ0007.The geoid height was determined by GEOID03.
 BJ0007
 BJ0007.The dynamic height is computed by dividing the NAVD 88
 BJ0007.geopotential number by the normal gravity value computed on the
 BJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0007.degrees latitude (g = 980.6199 gals.).
 BJ0007
 BJ0007.The modeled gravity was interpolated from observed gravity values.
 BJ0007
 BJ0007;                    North         East    Units  Estimated Accuracy
 BJ0007;SPC LA S     -   272,210.      967,880.      MT  (+/- 180 meters Scaled)
 BJ0007
 BJ0007                          SUPERSEDED SURVEY CONTROL
 BJ0007
 BJ0007  NAVD 88 (06/15/91)   14.467  (m)           47.46   (f) UNKNOWN     1 1
 BJ0007  NGVD 29 (??/??/??)   14.423  (m)           47.32   (f) ADJUSTED    1 1
 BJ0007
 BJ0007.Superseded values are not recommended for survey control.
 BJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0007.See file dsdata.txt to determine how the superseded data were derived.
 BJ0007
 BJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ270254(NAD 83)
 BJ0007_MARKER: DB = BENCH MARK DISK
 BJ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0007_STAMPING: N 208 1964
 BJ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0007+STABILITY: SURFACE MOTION
 BJ0007
 BJ0007  HISTORY     - Date     Condition        Report By
 BJ0007  HISTORY     - 1964     MONUMENTED       CGS
 BJ0007  HISTORY     - 1976     GOOD             NGS
 BJ0007  HISTORY     - 1980     GOOD             LADTD
 BJ0007
 BJ0007                          STATION DESCRIPTION
 BJ0007
 BJ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0007'2.6 MI S FROM TORRAS.
 BJ0007'ABOUT 2.6 MILES SOUTH ALONG STATE ROAD 418 FROM THE MT. CARMEL CHURCH
 BJ0007'AT TORRAS, OR ABOUT 4.5 MILES NORTH ALONG STATE ROAD 418 FROM THE ST.
 BJ0007'STEPHENS CHURCH AT WILLIAMSPORT, AT THE JUNCTION OF A ROAD LEADING
 BJ0007'EAST TO THE OLD RED RIVER FERRY LANDING, 36 FEET EAST OF THE CENTER
 BJ0007'LINE OF THE ROAD, 114 FEET WEST OF THE CENTER LINE OF A LEVEE, 27 FEET
 BJ0007'SOUTHWEST OF THE CENTER LINE OF A ROAD OVER THE LEVEE, 30 FEET SOUTH
 BJ0007'OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 1 FOOT EAST OF A FENCE, 2.0
 BJ0007'FEET SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 BJ0007'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BJ0007
 BJ0007                          STATION RECOVERY (1976)
 BJ0007
 BJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0007'2.9 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF STATE
 BJ0007'HIGHWAY 15 AT TORRAS, 36.5 FT EAST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0007'29.5 FT SOUTH OF THE CENTER OF A CATTLE GUARD AND PRIVATE ROAD LEADING
 BJ0007'SOUTHEAST OVER THE LEVEE, 0.5 FT EAST OF A FENCE.
 BJ0007
 BJ0007                          STATION RECOVERY (1980)
 BJ0007
 BJ0007'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0840 ***********************************************************************
 BJ0840  DESIGNATION -  N 209
 BJ0840  PID         -  BJ0840
 BJ0840  STATE/COUNTY-  LA/IBERVILLE
 BJ0840  USGS QUAD   -  PIGEON (1980)
 BJ0840
 BJ0840                         *CURRENT SURVEY CONTROL
 BJ0840  ___________________________________________________________________
 BJ0840* NAD 83(1986)-  30 03 38.     (N)    091 16 26.     (W)     SCALED    
 BJ0840* NAVD 88     -         1.841  (meters)       6.04   (feet)  ADJUSTED  
 BJ0840  ___________________________________________________________________
 BJ0840  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BJ0840  DYNAMIC HT  -           1.839 (meters)       6.03  (feet)  COMP
 BJ0840  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 BJ0840
 BJ0840  VERT ORDER  -  FIRST     CLASS I
 BJ0840
 BJ0840.The horizontal coordinates were scaled from a topographic map and have
 BJ0840.an estimated accuracy of +/- 6 seconds.
 BJ0840
 BJ0840.The orthometric height was determined by differential leveling
 BJ0840.and adjusted by the National Geodetic Survey in February 1994..
 BJ0840
 BJ0840.The geoid height was determined by GEOID03.
 BJ0840
 BJ0840.The dynamic height is computed by dividing the NAVD 88
 BJ0840.geopotential number by the normal gravity value computed on the
 BJ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0840.degrees latitude (g = 980.6199 gals.).
 BJ0840
 BJ0840.The modeled gravity was interpolated from observed gravity values.
 BJ0840
 BJ0840;                    North         East    Units  Estimated Accuracy
 BJ0840;SPC LA S     -   172,980.    1,005,730.      MT  (+/- 180 meters Scaled)
 BJ0840
 BJ0840                          SUPERSEDED SURVEY CONTROL
 BJ0840
 BJ0840  NGVD 29 (??/??/??)    1.882  (m)            6.17   (f) ADJUSTED    1 1
 BJ0840
 BJ0840.Superseded values are not recommended for survey control.
 BJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0840.See file dsdata.txt to determine how the superseded data were derived.
 BJ0840
 BJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP663267(NAD 83)
 BJ0840_MARKER: DB = BENCH MARK DISK
 BJ0840_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0840_SP_SET: 120 FT.
 BJ0840_STAMPING: N 209 1964
 BJ0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0840
 BJ0840  HISTORY     - Date     Condition        Report By
 BJ0840  HISTORY     - 1964     MONUMENTED       CGS
 BJ0840  HISTORY     - 1965     GOOD             CGS
 BJ0840  HISTORY     - 1976     GOOD             NGS
 BJ0840
 BJ0840                          STATION DESCRIPTION
 BJ0840
 BJ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0840'0.9 MI SE FROM PIGEON.
 BJ0840'ABOUT 0.9 MILE SOUTHEAST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 BJ0840'SOUTH END OF DRAWBRIDGE OVER THE LOWER GRAND RIVER AT PIGEON, 330 FEET
 BJ0840'NORTHEAST OF THE CENTER LINE OF LEVEE, 118 FEET NORTHEAST OF THE
 BJ0840'CENTER LINE OF ROAD, 1.5 FEET NORTHEAST OF A WOODEN WITNESS POST,
 BJ0840'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON TOP OF A 5/8-INCH
 BJ0840'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 120 FEET AND IS ENCASED
 BJ0840'IN A 5-INCH CAST IRON PIPE PROJECTING 30 INCHES.
 BJ0840
 BJ0840                          STATION RECOVERY (1976)
 BJ0840
 BJ0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0840'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 BJ0840'END OF A DRAWBRIDGE OVER THE LOWER GRAND RIVER, 330 FT NORTHEAST OF
 BJ0840'THE CENTER OF THE LEVEE, 135 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0840'HIGHWAY, AT THE NORTHEAST EDGE OF A SMALL CLEARING, 1 FT NORTHEAST
 BJ0840'OF A WOODEN WITNESS POST.  THE DISK PROJECTS 27 INCHES ABOVE THE
 BJ0840'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0795 ***********************************************************************
 BJ0795  DESIGNATION -  N 217
 BJ0795  PID         -  BJ0795
 BJ0795  STATE/COUNTY-  LA/IBERVILLE
 BJ0795  USGS QUAD   -  MARINGOUIN (1992)
 BJ0795
 BJ0795                         *CURRENT SURVEY CONTROL
 BJ0795  ___________________________________________________________________
 BJ0795* NAD 83(1986)-  30 24 15.     (N)    091 30 26.     (W)     SCALED    
 BJ0795* NAVD 88     -         5.022  (meters)      16.48   (feet)  ADJUSTED  
 BJ0795  ___________________________________________________________________
 BJ0795  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0795  DYNAMIC HT  -           5.016 (meters)      16.46  (feet)  COMP
 BJ0795  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 BJ0795
 BJ0795  VERT ORDER  -  FIRST     CLASS I
 BJ0795
 BJ0795.The horizontal coordinates were scaled from a topographic map and have
 BJ0795.an estimated accuracy of +/- 6 seconds.
 BJ0795
 BJ0795.The orthometric height was determined by differential leveling
 BJ0795.and adjusted by the National Geodetic Survey in February 1994..
 BJ0795
 BJ0795.The geoid height was determined by GEOID03.
 BJ0795
 BJ0795.The dynamic height is computed by dividing the NAVD 88
 BJ0795.geopotential number by the normal gravity value computed on the
 BJ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0795.degrees latitude (g = 980.6199 gals.).
 BJ0795
 BJ0795.The modeled gravity was interpolated from observed gravity values.
 BJ0795
 BJ0795;                    North         East    Units  Estimated Accuracy
 BJ0795;SPC LA S     -   211,080.      983,290.      MT  (+/- 180 meters Scaled)
 BJ0795
 BJ0795                          SUPERSEDED SURVEY CONTROL
 BJ0795
 BJ0795  NGVD 29 (??/??/??)    5.038  (m)           16.53   (f) ADJUSTED    1 1
 BJ0795
 BJ0795.Superseded values are not recommended for survey control.
 BJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0795.See file dsdata.txt to determine how the superseded data were derived.
 BJ0795
 BJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP433645(NAD 83)
 BJ0795_MARKER: DB = BENCH MARK DISK
 BJ0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0795_SP_SET: ABUTMENT
 BJ0795_STAMPING: N 217 1965
 BJ0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0795
 BJ0795  HISTORY     - Date     Condition        Report By
 BJ0795  HISTORY     - 1965     MONUMENTED       CGS
 BJ0795  HISTORY     - 1976     GOOD             NGS
 BJ0795
 BJ0795                          STATION DESCRIPTION
 BJ0795
 BJ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0795'0.25 MI NE FROM RAMAH.
 BJ0795'ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 3000 FROM THE DISOTELLS
 BJ0795'GROCERY STORE AT RAMAH, IN FRACTIONAL SECTION 4, T 8 S, R 9 E, AT A
 BJ0795'CONCRETE HIGHWAY BRIDGE OVER THE RAMAH CANAL, 212 YARDS NORTH OF BENCH
 BJ0795'MARK C 18 B.M. (U.S.E.), 17 FEET WEST OF THE CENTER LINE OF THE
 BJ0795'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF THE WEST
 BJ0795'END OF THE SOUTH CONCRETE ABUTMENT.
 BJ0795
 BJ0795                          STATION RECOVERY (1976)
 BJ0795
 BJ0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0795'AT RAMAH, 0.2 MILES NORTH ALONG STATE HIGHWAY 3000 FROM THE INTERSTATE
 BJ0795'HIGHWAY 10 WEST BOUND LANES OVERPASS, AT A CONCRETE BRIDGE OVER THE
 BJ0795'BAYOU MARINGOUIN, 17 FT WEST OF THE CENTER LINE OF THE HIGHWAY, IN
 BJ0795'THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 1.5 FT EAST OF THE
 BJ0795'WEST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2527 ***********************************************************************
 BJ2527  DESIGNATION -  N 218
 BJ2527  PID         -  BJ2527
 BJ2527  STATE/COUNTY-  LA/ST MARTIN
 BJ2527  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2527
 BJ2527                         *CURRENT SURVEY CONTROL
 BJ2527  ___________________________________________________________________
 BJ2527* NAD 83(1986)-  30 16 44.     (N)    091 41 09.     (W)     SCALED    
 BJ2527* NAVD 88     -         6.68   (+/-2cm)      21.9    (feet)  VERTCON   
 BJ2527  ___________________________________________________________________
 BJ2527  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2527
 BJ2527  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2527
 BJ2527.The horizontal coordinates were scaled from a topographic map and have
 BJ2527.an estimated accuracy of +/- 6 seconds.
 BJ2527
 BJ2527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2527.The vertical order pertains to the NGVD 29 superseded value.
 BJ2527
 BJ2527.The geoid height was determined by GEOID03.
 BJ2527
 BJ2527;                    North         East    Units  Estimated Accuracy
 BJ2527;SPC LA S     -   197,230.      966,090.      MT  (+/- 180 meters Scaled)
 BJ2527
 BJ2527                          SUPERSEDED SURVEY CONTROL
 BJ2527
 BJ2527  NGVD 29 (??/??/??)    6.684  (m)           21.93   (f) ADJUSTED    1 2
 BJ2527
 BJ2527.Superseded values are not recommended for survey control.
 BJ2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2527.See file dsdata.txt to determine how the superseded data were derived.
 BJ2527
 BJ2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP263504(NAD 83)
 BJ2527_MARKER: DB = BENCH MARK DISK
 BJ2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2527_STAMPING: N 218 1965
 BJ2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2527+STABILITY: SURFACE MOTION
 BJ2527
 BJ2527  HISTORY     - Date     Condition        Report By
 BJ2527  HISTORY     - 1965     MONUMENTED       CGS
 BJ2527  HISTORY     - 1975     GOOD             NGS
 BJ2527  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BJ2527
 BJ2527                          STATION DESCRIPTION
 BJ2527
 BJ2527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BJ2527'IN BUTTE LA ROSE.
 BJ2527'AT BUTTE LA ROSE IN THE SOUTHEAST QUADRANT OF THE CROSS ROADS SOUTH OF
 BJ2527'THE BOAT LANDING AT BUTTE LA. ROSE.  IT IS 58 FEET SOUTH OF THE CENTER
 BJ2527'OF THE TOP OF THE LEVEE, 39 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 BJ2527'ROAD, 47 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD TO THE BOAT
 BJ2527'LANDING, 61 FEET SOUTHEAST OF THE CENTER OF THE CROSSROADS, 67 FEET
 BJ2527'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF MR. DOCETS STORE, 17.5 FEET
 BJ2527'EAST OF A POWER POLE WITH A TRANSFORMER AND 1 FOOT WEST OF A LEVEE
 BJ2527'BOARD SIGN WITH A WITNESS SIGN BELOW IT.  IT IS SET IN THE TOP OF A
 BJ2527'CONCRETE POST FLUSH WITH THE GROUND.
 BJ2527
 BJ2527                          STATION RECOVERY (2004)
 BJ2527
 BJ2527'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ2527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0468 ***********************************************************************
 BJ0468  DESIGNATION -  N 219
 BJ0468  PID         -  BJ0468
 BJ0468  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0468  USGS QUAD   -  JACKSON (1994)
 BJ0468
 BJ0468                         *CURRENT SURVEY CONTROL
 BJ0468  ___________________________________________________________________
 BJ0468* NAD 83(1986)-  30 45 15.     (N)    091 08 09.     (W)     SCALED    
 BJ0468* NAVD 88     -        43.593  (meters)     143.02   (feet)  ADJUSTED  
 BJ0468  ___________________________________________________________________
 BJ0468  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0468  DYNAMIC HT  -          43.536 (meters)     142.83  (feet)  COMP
 BJ0468  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 BJ0468
 BJ0468  VERT ORDER  -  FIRST     CLASS I
 BJ0468
 BJ0468.The horizontal coordinates were scaled from a topographic map and have
 BJ0468.an estimated accuracy of +/- 6 seconds.
 BJ0468
 BJ0468.The orthometric height was determined by differential leveling
 BJ0468.and adjusted by the National Geodetic Survey in February 1994..
 BJ0468
 BJ0468.The geoid height was determined by GEOID03.
 BJ0468
 BJ0468.The dynamic height is computed by dividing the NAVD 88
 BJ0468.geopotential number by the normal gravity value computed on the
 BJ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0468.degrees latitude (g = 980.6199 gals.).
 BJ0468
 BJ0468.The modeled gravity was interpolated from observed gravity values.
 BJ0468
 BJ0468;                    North         East    Units  Estimated Accuracy
 BJ0468;SPC LA S     -   249,890.    1,018,910.      MT  (+/- 180 meters Scaled)
 BJ0468
 BJ0468                          SUPERSEDED SURVEY CONTROL
 BJ0468
 BJ0468  NGVD 29 (??/??/??)   43.580  (m)          142.98   (f) ADJUSTED    1 1
 BJ0468
 BJ0468.Superseded values are not recommended for survey control.
 BJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0468.See file dsdata.txt to determine how the superseded data were derived.
 BJ0468
 BJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ784038(NAD 83)
 BJ0468_MARKER: DB = BENCH MARK DISK
 BJ0468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0468_STAMPING: N 219 1965
 BJ0468_MARK LOGO: CGS   
 BJ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0468+STABILITY: SURFACE MOTION
 BJ0468
 BJ0468  HISTORY     - Date     Condition        Report By
 BJ0468  HISTORY     - 1965     MONUMENTED       CGS
 BJ0468  HISTORY     - 1976     GOOD             NGS
 BJ0468  HISTORY     - 1984     GOOD             LADTD
 BJ0468
 BJ0468                          STATION DESCRIPTION
 BJ0468
 BJ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0468'2.65 MI S FROM ETHEL.
 BJ0468'ABOUT 2.65 MILES SOUTH ALONG ILLINOIS CENTRAL RAILROAD FROM THE POST
 BJ0468'OFFICE AT ETHEL, OR ABOUT 2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL
 BJ0468'RAILROAD FROM THE STATION AT SLAUGHTER, ABOUT 0.2 MILE NORTH OF
 BJ0468'MILEPOST 345, 70 FEET EAST OF THE EAST RAIL, 18 FEET WEST OF THE
 BJ0468'CENTER LINE OF STATE HIGHWAY 19, 124 FEET SOUTHWEST AND ACROSS THE
 BJ0468'HIGHWAY FROM POWER POLE NUMBER 386, SET IN THE CENTER OF THE TOP OF
 BJ0468'THE WEST CONCRETE HEAD WALL OF A BOX CULVERT, AND ABOUT 2 1/2 FEET
 BJ0468'BELOW THE LEVEL OF THE HIGHWAY.
 BJ0468
 BJ0468                          STATION RECOVERY (1976)
 BJ0468
 BJ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0468'THIS BENCH MARK WAS LEVELED TO IN 1976 BUT NO DESCRIPTION WAS
 BJ0468'DEVELOPED FOR THE MARK.  THE MARK WAS PLOTTED FROM THE RECOVERY
 BJ0468'DESCRIPTION OF THE PREVIOUS LEVELING IN 1965.
 BJ0468
 BJ0468                          STATION RECOVERY (1984)
 BJ0468
 BJ0468'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1268 ***********************************************************************
 BH1268  DESIGNATION -  N 22
 BH1268  PID         -  BH1268
 BH1268  STATE/COUNTY-  LA/ST TAMMANY
 BH1268  USGS QUAD   -  HICKORY (1994)
 BH1268
 BH1268                         *CURRENT SURVEY CONTROL
 BH1268  ___________________________________________________________________
 BH1268* NAD 83(1986)-  30 22 32.     (N)    089 48 50.     (W)     SCALED    
 BH1268* NAVD 88     -        11.00   (+/-2cm)      36.1    (feet)  VERTCON   
 BH1268  ___________________________________________________________________
 BH1268  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BH1268
 BH1268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1268
 BH1268.The horizontal coordinates were scaled from a topographic map and have
 BH1268.an estimated accuracy of +/- 6 seconds.
 BH1268
 BH1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1268.The vertical order pertains to the NGVD 29 superseded value.
 BH1268
 BH1268.The geoid height was determined by GEOID03.
 BH1268
 BH1268;                    North         East    Units  Estimated Accuracy
 BH1268;SPC LA S     -   208,860.    1,146,040.      MT  (+/- 180 meters Scaled)
 BH1268
 BH1268                          SUPERSEDED SURVEY CONTROL
 BH1268
 BH1268  NGVD 29 (??/??/??)   11.012  (m)           36.13   (f) ADJUSTED    2 0
 BH1268
 BH1268.Superseded values are not recommended for survey control.
 BH1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1268.See file dsdata.txt to determine how the superseded data were derived.
 BH1268
 BH1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU295637(NAD 83)
 BH1268_MARKER: DB = BENCH MARK DISK
 BH1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1268_STAMPING: 36 N 22 1934
 BH1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1268+STABILITY: SURFACE MOTION
 BH1268
 BH1268  HISTORY     - Date     Condition        Report By
 BH1268  HISTORY     - 1934     MONUMENTED       CGS
 BH1268  HISTORY     - 1955     GOOD             CGS
 BH1268
 BH1268                          STATION DESCRIPTION
 BH1268
 BH1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1268'3.0 MI S FROM FLORENVILLE.
 BH1268'3.0 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BH1268'FLORENVILLE, ST. TAMMANY PARISH 14 POLES NORTH OF A ROAD CROSSING, 4
 BH1268'POLES SOUTH OF MILEPOST 42, 70 FEET NORTH OF A DIM-ROAD CROSSING, 31
 BH1268'FEET EAST OF THE EAST RAIL, 23 FEET SOUTH OF POLE 1931, 3 FEET WEST OF
 BH1268'THE ROW OF POLES, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 BH1268'36 N 22 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 BH1268'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1291 ***********************************************************************
 AU1291  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1291  DESIGNATION -  N 221
 AU1291  PID         -  AU1291
 AU1291  STATE/COUNTY-  LA/JEFFERSON
 AU1291  USGS QUAD   -  CAMINADA PASS (1994)
 AU1291
 AU1291                         *CURRENT SURVEY CONTROL
 AU1291  ___________________________________________________________________
 AU1291* NAD 83(1992)-  29 12 16.50784(N)    090 02 24.25833(W)     ADJUSTED  
 AU1291* NAVD 88     -         1.66 **(meters)       5.4  **(feet)  GPS OBS(2004.65)
 AU1291  **This station is located in a subsidence area (see below).
 AU1291  ___________________________________________________________________
 AU1291  EPOCH DATE  -        2004.65
 AU1291  X           -      -3,896.821 (meters)                     COMP
 AU1291  Y           -  -5,571,788.616 (meters)                     COMP
 AU1291  Z           -   3,093,703.322 (meters)                     COMP
 AU1291  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AU1291  ELLIP HEIGHT-         -22.25  (meters)          (06/22/05) GPS OBS
 AU1291  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AU1291  DYNAMIC HT  -           1.65  (meters)       5.4   (feet)  COMP
 AU1291  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 AU1291  OBS GRAVITY -     979,288.0   (mgal)                       GRAV_OBS
 AU1291
 AU1291  HORZ ORDER  -  B
 AU1291  VERT ORDER  -  THIRD (See Below)
 AU1291  ELLP ORDER  -  FOURTH    CLASS I
 AU1291
 AU1291.The horizontal coordinates were established by GPS observations
 AU1291.and adjusted by the National Geodetic Survey in June 2005..
 AU1291.The horizontal coordinates are valid at the epoch date displayed above.
 AU1291.The epoch date for horizontal control is a decimal equivalence
 AU1291.of Year/Month/Day.
 AU1291
 AU1291 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1291 ** and geoid heights are valid at the date of observation. These heights
 AU1291 ** must always be validated when used as control.
 AU1291 ** The orthometric height was determined by GPS observations using
 AU1291 ** precise GPS observation and processing techniques and a new
 AU1291 ** realization of GEOID03. It supersedes the leveled height previously
 AU1291 ** determined for this station.
 AU1291 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1291 ** epoch indicated which incorporates improved geoid heights for the
 AU1291 ** Southern Louisiana Subsidence area.
 AU1291 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1291.The orthometric height was determined by GPS observations and a
 AU1291.high-resolution geoid model using precise GPS observation and
 AU1291.processing techniques. It supersedes the leveled height previously
 AU1291.determined for this station.
 AU1291.WARNING-GPS observations at this control monument resulted in a GPS
 AU1291.derived orthometric height which differed from the leveled height by
 AU1291.more than one decimeter (0.1 meter).
 AU1291.The vertical order pertains to the first NAVD 88 superseded value.
 AU1291
 AU1291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1291
 AU1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1291
 AU1291.The ellipsoidal height was determined by GPS observations
 AU1291.and is referenced to NAD 83.
 AU1291
 AU1291.The geoid height was determined by GEOID03.
 AU1291
 AU1291.The dynamic height is computed by dividing the NAVD 88
 AU1291.geopotential number by the normal gravity value computed on the
 AU1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1291.degrees latitude (g = 980.6199 gals.).
 AU1291
 AU1291.The modeled gravity was interpolated from observed gravity values.
 AU1291.The observed gravity was obtained from relative gravimeter ties
 AU1291.to the IGSN71 gravity network.
 AU1291
 AU1291;                    North         East     Units Scale Factor Converg.
 AU1291;SPC LA S     -    78,811.510 1,125,765.100   MT  1.00002157   +0 38 47.9
 AU1291;SPC LA S     -   258,567.43  3,693,447.67   sFT  1.00002157   +0 38 47.9
 AU1291;UTM  15      - 3,234,281.519   787,794.824   MT  1.00062218   +1 26 42.8
 AU1291;UTM  16      - 3,234,480.880   204,408.988   MT  1.00067832   -1 29 03.9
 AU1291
 AU1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1291!SPC LA S     -   1.00000349  x   1.00002157  =   1.00002506
 AU1291!UTM  15      -   1.00000349  x   1.00062218  =   1.00062568
 AU1291!UTM  16      -   1.00000349  x   1.00067832  =   1.00068182
 AU1291
 AU1291                          SUPERSEDED SURVEY CONTROL
 AU1291
 AU1291  NAD 83(1992)-  29 12 16.50788(N)    090 02 24.25851(W) AD(       ) B
 AU1291  ELLIP H (12/29/04)  -22.24   (m)                       GP(       ) 4 1
 AU1291  ELLIP H (09/30/02)  -22.21   (m)                       GP(       ) 4 2
 AU1291  NAD 83(1992)-  29 12 16.50765(N)    090 02 24.25732(W) AD(       ) 1
 AU1291  ELLIP H (01/21/93)  -22.21   (m)                       GP(       ) 4 2
 AU1291  NAD 83(1986)-  29 12 16.52612(N)    090 02 24.25740(W) AD(       ) 1
 AU1291  NAD 27      -  29 12 15.71037(N)    090 02 24.00074(W) AD(       ) 1
 AU1291  NAVD 88 (02/14/94)    1.881  (m)            6.17   (f) READJUSTED  3  
 AU1291  NAVD 88 (06/15/91)    1.950  (m)            6.40   (f) UNKNOWN     1 2
 AU1291  NGVD 29 (??/??/??)    1.876  (m)            6.15   (f) ADJUSTED    1 2
 AU1291
 AU1291.Superseded values are not recommended for survey control.
 AU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1291.See file dsdata.txt to determine how the superseded data were derived.
 AU1291
 AU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8779534282(NAD 83)
 AU1291_MARKER: DB = BENCH MARK DISK
 AU1291_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU1291_SP_SET: ABUTMENT
 AU1291_STAMPING: N 221 1965
 AU1291_MARK LOGO: CGS   
 AU1291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1291+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AU1291
 AU1291  HISTORY     - Date     Condition        Report By
 AU1291  HISTORY     - 1965     MONUMENTED       CGS
 AU1291  HISTORY     - 1982     GOOD             NGS
 AU1291  HISTORY     - 1984     GOOD             LA-051
 AU1291  HISTORY     - 1987     GOOD             LADTD
 AU1291  HISTORY     - 19880920 GOOD             LADTD
 AU1291  HISTORY     - 19890118 GOOD
 AU1291  HISTORY     - 19930224 GOOD             NGS
 AU1291  HISTORY     - 20030402 GOOD             3001
 AU1291  HISTORY     - 20030916 GOOD             USACE
 AU1291  HISTORY     - 20040413 GOOD             NGS
 AU1291  HISTORY     - 20051010 GOOD             NGS
 AU1291
 AU1291                          STATION DESCRIPTION
 AU1291
 AU1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1291'3.75 MI SW FROM GRAND ISLE.
 AU1291'3.75 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 AU1291'GRAND ISLE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 AU1291'CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER THE CAMINADA PASS, 18 FEET
 AU1291'SOUTHWEST OF THE SOUTHWEST CONCRETE WINGWALL, ABOUT LEVEL WITH THE
 AU1291'HIGHWAY.
 AU1291
 AU1291                          STATION RECOVERY (1982)
 AU1291
 AU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1291'RECOVERED IN GOOD CONDITION.
 AU1291
 AU1291                          STATION RECOVERY (1984)
 AU1291
 AU1291'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU1291'RECOVERED IN GOOD CONDITION.
 AU1291
 AU1291                          STATION RECOVERY (1987)
 AU1291
 AU1291'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU1291'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU1291'THE PRESENT LOCATION AND OWNERSHIP ARE ADEQUATE.  A NEW TO REACH
 AU1291'AND STATION MARK DESCRIPTION WERE TAKEN THIS DATE.
 AU1291'
 AU1291'TO REACH THE STATION FROM THE SOUTHWEST END OF GRAND ISLE, GO TO
 AU1291'THE CAMINADA PASS HIGHWAY BRIDGE AND THE STATION MARK SET IN THE
 AU1291'SOUTHWEST BRIDGE ABUTMENT.
 AU1291'
 AU1291'THE STATION IS A STANDARD CGS DISK
 AU1291'STAMPED---N 221 1965---,
 AU1291'SET INTO A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE BRIDGE.
 AU1291'5.5 METERS (18 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 AU1291'0.5 METERS (1.6 FT) NORTHWEST FROM THE SOUTHWEST END OF THE
 AU1291'BANNISTER, AND
 AU1291'0.3 METERS (1 FT) NORTHEAST FROM THE SOUTHWEST END OF THE BRIDGE
 AU1291'ABUTMENT.
 AU1291
 AU1291                          STATION RECOVERY (1988)
 AU1291
 AU1291'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU1291'THE STATION IS LOCATED AT THE WEST END CAMINADA PASS BRIDGE.
 AU1291'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU1291'TO REACH THE STATION FROM THE SOUTHWEST END OF GRAND ISLE GO WEST ON
 AU1291'STATE HIGHWAY 1 TO THE WEST END OF THE CAMINADA PASS BRIDGE AND THE
 AU1291'STATION ON THE LEFT SET IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF
 AU1291'THE BRIDGE.
 AU1291'THE STATION IS 5.5 M (18.0 FT) SOUTHWEST FROM THE CENTER OF THE
 AU1291'HIGHWAY, 0.5 M (1.6 FT) NORTHWEST FROM THE SOUTHWEST END OF THE
 AU1291'BANISTER AND 0.3 M (1.0 FT) NORTHEAST FROM THE SOUTHWEST END OF THE
 AU1291'BRIDGE ABUTMENT.
 AU1291
 AU1291                          STATION RECOVERY (1989)
 AU1291
 AU1291'RECOVERED 1989
 AU1291'RECOVERED IN GOOD CONDITION.
 AU1291
 AU1291                          STATION RECOVERY (1993)
 AU1291
 AU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1291'5.7 KM (3.55 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 AU1291'OFFICE IN GRAND ISLE, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE
 AU1291'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 AU1291'BRIDGE SPANNING CAMINADA PASS, 5.5 M (18.0 FT) SOUTHWEST OF THE
 AU1291'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AU1291'HIGHWAY.
 AU1291
 AU1291                          STATION RECOVERY (2003)
 AU1291
 AU1291'RECOVERY NOTE BY 3001, INC 2003 (KD)
 AU1291'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF A BRIDGE ABUTMENT
 AU1291'CROSSING  CAMINADA PASS AT THE SOUTHWEST END OF GRAND ISLE, LA.
 AU1291' 
 AU1291'ONWERSHIP- LOUISIANA DEPT OF TRANSPORTATION
 AU1291' 
 AU1291'TO REACH THE STATION FROM THE POST OFFICE IN GRAND ISLE, LA, PROCEED
 AU1291'SOUTHWESTERLY  ALONG HWY. 1, FOR 3.55 MILES TO BRIDGE CROSSING
 AU1291'CAMINADA PASS, AND THE MARK IS ON THE  LEFT.
 AU1291' 
 AU1291'THE STATION IS 1.0 FT. NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 AU1291'CONCRETE  ABUTMENT OF THE HWY BRIDGE CROSSING CAMINADA PASS, 18 FT
 AU1291'SOUTHWEST OF THE CENTERLINE  OF HWY, AND 1.0 FT. BELOW THE LEVEL OF
 AU1291'HWY.
 AU1291
 AU1291                          STATION RECOVERY (2003)
 AU1291
 AU1291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (MWH)
 AU1291'RECOVERED AS DESCRIBED
 AU1291
 AU1291                          STATION RECOVERY (2004)
 AU1291
 AU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1291'RECOVERED AS DESCRIBED
 AU1291
 AU1291                          STATION RECOVERY (2005)
 AU1291
 AU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU1291'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1436 ***********************************************************************
 BH1436  DESIGNATION -  N 23
 BH1436  PID         -  BH1436
 BH1436  STATE/COUNTY-  LA/WASHINGTON
 BH1436  USGS QUAD   -  ANGIE (1982)
 BH1436
 BH1436                         *CURRENT SURVEY CONTROL
 BH1436  ___________________________________________________________________
 BH1436* NAD 83(1986)-  30 59 16.     (N)    089 48 12.     (W)     SCALED    
 BH1436* NAVD 88     -        37.30   (+/-2cm)     122.4    (feet)  VERTCON   
 BH1436  ___________________________________________________________________
 BH1436  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1436
 BH1436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1436
 BH1436.The horizontal coordinates were scaled from a topographic map and have
 BH1436.an estimated accuracy of +/- 6 seconds.
 BH1436
 BH1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1436.The vertical order pertains to the NGVD 29 superseded value.
 BH1436
 BH1436.The geoid height was determined by GEOID03.
 BH1436
 BH1436;                    North         East    Units  Estimated Accuracy
 BH1436;SPC LA S     -   276,750.    1,146,150.      MT  (+/- 180 meters Scaled)
 BH1436
 BH1436                          SUPERSEDED SURVEY CONTROL
 BH1436
 BH1436  NGVD 29 (??/??/??)   37.361  (m)          122.58   (f) ADJUSTED    2 0
 BH1436
 BH1436.Superseded values are not recommended for survey control.
 BH1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1436.See file dsdata.txt to determine how the superseded data were derived.
 BH1436
 BH1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV322316(NAD 83)
 BH1436_MARKER: DB = BENCH MARK DISK
 BH1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1436_STAMPING: 122 N 23 1934
 BH1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1436+STABILITY: SURFACE MOTION
 BH1436
 BH1436  HISTORY     - Date     Condition        Report By
 BH1436  HISTORY     - 1934     MONUMENTED       CGS
 BH1436  HISTORY     - 1955     GOOD             CGS
 BH1436  HISTORY     - 20060601 MARK NOT FOUND   NGS
 BH1436
 BH1436                          STATION DESCRIPTION
 BH1436
 BH1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1436'1.5 MI N FROM ANGIE.
 BH1436'1.5 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM ANGIE,
 BH1436'WASHINGTON PARISH, 1 MILE SOUTH OF THE LOUISIANA-MISSISSIPPI STATE
 BH1436'LINE, 11 POLES SOUTH OF MILEPOST 86, 76 FEET SOUTH OF THE WEST END OF
 BH1436'A 2-BY 6-FOOT WOODEN CULVERT, 35 FEET WEST OF THE WEST RAIL, 77 FEET
 BH1436'NORTHWEST OF POLE 570, 38 FEET SOUTH OF A LARGE LONE PINE TREE, AND 3
 BH1436'FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED 122 N 23
 BH1436'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 BH1436'GROUND.
 BH1436
 BH1436                          STATION RECOVERY (2006)
 BH1436
 BH1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1436'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0669 ***********************************************************************
 BX0669  DESIGNATION -  N 230
 BX0669  PID         -  BX0669
 BX0669  STATE/COUNTY-  LA/GRANT
 BX0669  USGS QUAD   -  BALL (1993)
 BX0669
 BX0669                         *CURRENT SURVEY CONTROL
 BX0669  ___________________________________________________________________
 BX0669* NAD 83(1986)-  31 29 13.     (N)    092 24 14.     (W)     SCALED    
 BX0669* NAVD 88     -        56.29   (+/-2cm)     184.7    (feet)  VERTCON   
 BX0669  ___________________________________________________________________
 BX0669  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX0669
 BX0669  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0669
 BX0669.The horizontal coordinates were scaled from a topographic map and have
 BX0669.an estimated accuracy of +/- 6 seconds.
 BX0669
 BX0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0669.The vertical order pertains to the NGVD 29 superseded value.
 BX0669
 BX0669.The geoid height was determined by GEOID03.
 BX0669
 BX0669;                    North         East    Units  Estimated Accuracy
 BX0669;SPC LA N     -   109,430.    1,009,130.      MT  (+/- 180 meters Scaled)
 BX0669
 BX0669                          SUPERSEDED SURVEY CONTROL
 BX0669
 BX0669  NGVD 29 (??/??/??)   56.281  (m)          184.65   (f) ADJUSTED    1 2
 BX0669
 BX0669.Superseded values are not recommended for survey control.
 BX0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0669.See file dsdata.txt to determine how the superseded data were derived.
 BX0669
 BX0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ566837(NAD 83)
 BX0669_MARKER: DB = BENCH MARK DISK
 BX0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0669_STAMPING: N 230 1965
 BX0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0669+STABILITY: SURFACE MOTION
 BX0669
 BX0669  HISTORY     - Date     Condition        Report By
 BX0669  HISTORY     - 1965     MONUMENTED       CGS
 BX0669  HISTORY     - 1966     GOOD             CGS
 BX0669  HISTORY     - 1972     MARK NOT FOUND   USGS
 BX0669
 BX0669                          STATION DESCRIPTION
 BX0669
 BX0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0669'2.85 MI S FROM POLLOCK.
 BX0669'ABOUT 2.85 MILES SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0669'POLLOCK, IN SECTION 19, T 6 N, R 1 E, 75 FEET SOUTHWEST OF THE
 BX0669'SOUTHWEST CORNER OF A STORE AND SERVICE STATION, 70 FEET EAST OF THE
 BX0669'CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF A
 BX0669'DRIVEWAY, 27 1/2 FEET NORTHEAST OF A POWER POLE, 11 1/2 FEET SOUTHWEST
 BX0669'OF A 13-INCH PECAN TREE, 7 1/2 FEET EAST OF A CORNER FENCE POST, 1 1/2
 BX0669'FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 BX0669'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX0669
 BX0669                          STATION RECOVERY (1972)
 BX0669
 BX0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BX0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0912 ***********************************************************************
 BX0912  DESIGNATION -  N 232
 BX0912  PID         -  BX0912
 BX0912  STATE/COUNTY-  LA/RAPIDES
 BX0912  USGS QUAD   -  ALEXANDRIA (1992)
 BX0912
 BX0912                         *CURRENT SURVEY CONTROL
 BX0912  ___________________________________________________________________
 BX0912* NAD 83(1986)-  31 18 28.     (N)    092 26 30.     (W)     SCALED    
 BX0912* NAVD 88     -        23.143  (meters)      75.93   (feet)  ADJUSTED  
 BX0912  ___________________________________________________________________
 BX0912  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX0912  DYNAMIC HT  -          23.115 (meters)      75.84  (feet)  COMP
 BX0912  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 BX0912
 BX0912  VERT ORDER  -  FIRST     CLASS I
 BX0912
 BX0912.The horizontal coordinates were scaled from a topographic map and have
 BX0912.an estimated accuracy of +/- 6 seconds.
 BX0912
 BX0912.The orthometric height was determined by differential leveling
 BX0912.and adjusted by the National Geodetic Survey in February 1994..
 BX0912
 BX0912.The geoid height was determined by GEOID03.
 BX0912
 BX0912.The dynamic height is computed by dividing the NAVD 88
 BX0912.geopotential number by the normal gravity value computed on the
 BX0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0912.degrees latitude (g = 980.6199 gals.).
 BX0912
 BX0912.The modeled gravity was interpolated from observed gravity values.
 BX0912
 BX0912;                    North         East    Units  Estimated Accuracy
 BX0912;SPC LA N     -    89,570.    1,005,550.      MT  (+/- 180 meters Scaled)
 BX0912
 BX0912                          SUPERSEDED SURVEY CONTROL
 BX0912
 BX0912  NAVD 88 (06/15/91)   23.143  (m)           75.93   (f) UNKNOWN     1 1
 BX0912  NGVD 29 (??/??/??)   23.131  (m)           75.89   (f) ADJUSTED    1 1
 BX0912
 BX0912.Superseded values are not recommended for survey control.
 BX0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0912.See file dsdata.txt to determine how the superseded data were derived.
 BX0912
 BX0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ531638(NAD 83)
 BX0912_MARKER: DB = BENCH MARK DISK
 BX0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0912_SP_SET: BRIDGE ABUTMENT
 BX0912_STAMPING: N 232 1965
 BX0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0912
 BX0912  HISTORY     - Date     Condition        Report By
 BX0912  HISTORY     - 1965     MONUMENTED       CGS
 BX0912  HISTORY     - 1966     GOOD             CGS
 BX0912  HISTORY     - 1977     GOOD             NGS
 BX0912  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0912
 BX0912                          STATION DESCRIPTION
 BX0912
 BX0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0912'0.35 MI SE FROM ALEXANDRIA.
 BX0912'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 1 AND THIRD STREET FROM
 BX0912'THE CITY HALL AT ALEXANDRIA, IN SECTION 8, T 4 N, R 1 W, ABOUT 122
 BX0912'YARDS SOUTHWEST OF THE CENTER LINE OF THE STREET, AT THE SOUTHWEST END
 BX0912'OF A CONCRETE HIGHWAY BRIDGE OVER THE RED RIVER, 22 1/2 FEET SOUTHEAST
 BX0912'OF THE CENTER LINE OF THE BRIDGE, 30 FEET NORTHWEST OF THE CENTER LINE
 BX0912'OF FULTON STREET, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 BX0912'CONCRETE ABUTMENT OF THE BRIDGE, ABOUT 2 FEET ABOVE THE LEVEL OF
 BX0912'FULTON STREET, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE BRIDGE
 BX0912'FLOOR.
 BX0912
 BX0912                          STATION RECOVERY (1977)
 BX0912
 BX0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0912'RECOVERED IN GOOD CONDITION.
 BX0912
 BX0912                          STATION RECOVERY (1999)
 BX0912
 BX0912'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2674 ***********************************************************************
 BJ2674  DESIGNATION -  N 234
 BJ2674  PID         -  BJ2674
 BJ2674  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2674  USGS QUAD   -  MELVILLE (1994)
 BJ2674
 BJ2674                         *CURRENT SURVEY CONTROL
 BJ2674  ___________________________________________________________________
 BJ2674* NAD 83(1986)-  30 41 55.     (N)    091 43 40.     (W)     SCALED    
 BJ2674* NAVD 88     -         9.13   (+/-2cm)      30.0    (feet)  VERTCON   
 BJ2674  ___________________________________________________________________
 BJ2674  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2674
 BJ2674  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2674
 BJ2674.The horizontal coordinates were scaled from a topographic map and have
 BJ2674.an estimated accuracy of +/- 6 seconds.
 BJ2674
 BJ2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2674.The vertical order pertains to the NGVD 29 superseded value.
 BJ2674
 BJ2674.The geoid height was determined by GEOID03.
 BJ2674
 BJ2674;                    North         East    Units  Estimated Accuracy
 BJ2674;SPC LA S     -   243,770.      962,210.      MT  (+/- 180 meters Scaled)
 BJ2674
 BJ2674                          SUPERSEDED SURVEY CONTROL
 BJ2674
 BJ2674  NGVD 29 (??/??/??)    9.136  (m)           29.97   (f) ADJUSTED    1 2
 BJ2674
 BJ2674.Superseded values are not recommended for survey control.
 BJ2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2674.See file dsdata.txt to determine how the superseded data were derived.
 BJ2674
 BJ2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP218968(NAD 83)
 BJ2674_MARKER: DB = BENCH MARK DISK
 BJ2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2674_STAMPING: N 234 1966
 BJ2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2674+STABILITY: SURFACE MOTION
 BJ2674
 BJ2674  HISTORY     - Date     Condition        Report By
 BJ2674  HISTORY     - 1966     MONUMENTED       CGS
 BJ2674
 BJ2674                          STATION DESCRIPTION
 BJ2674
 BJ2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2674'1.15 MI NE FROM MELVILLE.
 BJ2674'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2674'STATION AT MELVILLE, THENCE 0.65 MILE NORTH ALONG A LEVEE AND STATE
 BJ2674'ROAD 417, IN SECTION 23, T 4 S, R 7 E, AT A SLIGHT CURVE IN THE ROAD
 BJ2674'AND THE LEVEE, 115 FEET NORTH OF THE NORTH EDGE OF A POND, 53 FEET
 BJ2674'EAST OF THE CENTER LINE OF THE ROAD, 55 FEET NORTH OF A 30-INCH
 BJ2674'SYCAMORE TREE WHICH IS MARKED WITH A TRIANGULAR BLAZE ON THE WEST
 BJ2674'SIDE, 16 FEET SOUTH OF THE CENTER OF A GATE TO A FIELD, 1 1/2 FEET
 BJ2674'WEST OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2
 BJ2674'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BJ2674'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0211 ***********************************************************************
 BJ0211  DESIGNATION -  N 234 RESET 1970
 BJ0211  PID         -  BJ0211
 BJ0211  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0211  USGS QUAD   -  MELVILLE (1994)
 BJ0211
 BJ0211                         *CURRENT SURVEY CONTROL
 BJ0211  ___________________________________________________________________
 BJ0211* NAD 83(1986)-  30 41 55.     (N)    091 43 41.     (W)     SCALED    
 BJ0211* NAVD 88     -         9.138  (meters)      29.98   (feet)  ADJUSTED  
 BJ0211  ___________________________________________________________________
 BJ0211  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0211  DYNAMIC HT  -           9.126 (meters)      29.94  (feet)  COMP
 BJ0211  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 BJ0211
 BJ0211  VERT ORDER  -  FIRST     CLASS I
 BJ0211
 BJ0211.The horizontal coordinates were scaled from a topographic map and have
 BJ0211.an estimated accuracy of +/- 6 seconds.
 BJ0211
 BJ0211.The orthometric height was determined by differential leveling
 BJ0211.and adjusted by the National Geodetic Survey in February 1994..
 BJ0211
 BJ0211.The geoid height was determined by GEOID03.
 BJ0211
 BJ0211.The dynamic height is computed by dividing the NAVD 88
 BJ0211.geopotential number by the normal gravity value computed on the
 BJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0211.degrees latitude (g = 980.6199 gals.).
 BJ0211
 BJ0211.The modeled gravity was interpolated from observed gravity values.
 BJ0211
 BJ0211;                    North         East    Units  Estimated Accuracy
 BJ0211;SPC LA S     -   243,780.      962,180.      MT  (+/- 180 meters Scaled)
 BJ0211
 BJ0211                          SUPERSEDED SURVEY CONTROL
 BJ0211
 BJ0211  NAVD 88 (06/15/91)    9.178  (m)           30.11   (f) UNKNOWN     1 1
 BJ0211  NGVD 29 (??/??/??)    9.142  (m)           29.99   (f) ADJUSTED    1 1
 BJ0211
 BJ0211.Superseded values are not recommended for survey control.
 BJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0211.See file dsdata.txt to determine how the superseded data were derived.
 BJ0211
 BJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP218968(NAD 83)
 BJ0211_MARKER: DB = BENCH MARK DISK
 BJ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0211_SP_SET: CONCRETE POST
 BJ0211_STAMPING: N 234 RESET 1970
 BJ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0211+STABILITY: SURFACE MOTION
 BJ0211
 BJ0211  HISTORY     - Date     Condition        Report By
 BJ0211  HISTORY     - 1970     MONUMENTED       LAGS
 BJ0211  HISTORY     - 1976     GOOD             NGS
 BJ0211
 BJ0211                          STATION DESCRIPTION
 BJ0211
 BJ0211'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1970
 BJ0211'0.5 MI E FROM MELVILLE.
 BJ0211'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ0211'STATION AT MELVILLE, THENCE 0.65 MILE NORTH ALONG A LEVEE AND STATE
 BJ0211'ROAD 417, IN SECTION 23, T 4 S, R 7 E, AT A SLIGHT CURVE IN THE ROAD
 BJ0211'AND THE LEVEE, 118.7 FEET SOUTHEAST FROM THE EAST END OF A 24-INCH
 BJ0211'CONCRETE CULVERT UNDER THE ROAD, 56.6 FEET NORTH OF A 1/4 INCH BOLT
 BJ0211'HEAD SET 3 FEET ABOVE THE GROUND IN THE POWER POLE ON THE NORTH BANK
 BJ0211'OF A POND, 44 FEET EAST OF THE CENTER LINE OF A NEW BLACK TOP ROAD, 6
 BJ0211'FEET SOUTH OF AN 8 INCH GATE POST OF A DOUBLE GATE TO A FIELD, 1 FOOT
 BJ0211'WEST OF A NEW FENCE LINE.  A METAL WITNESS MARKER NAILED TO A 4 INCH
 BJ0211'BY 4 INCH CREOSOTE BRACE BETWEEN THE GATE POST AND THE BRACE POST.
 BJ0211
 BJ0211                          STATION RECOVERY (1976)
 BJ0211
 BJ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0211'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATE
 BJ0211'HIGHWAY 105 UNDERPASS, THENCE 0.6 MILE NORTH ALONG A LEVEE AND
 BJ0211'STATE HIGHWAY 417, AT THE JUNCTION OF A DRIVE LEADING EAST, 45.5 FT
 BJ0211'EAST OF THE CENTER LINE OF THE HIGHWAY, 32 FT SOUTH OF THE CENTER
 BJ0211'LINE OF THE DRIVE, 110 FT SOUTH OF AND ACROSS THE DRIVE FROM A POWER
 BJ0211'LINE POLE WITH A TRANFORMER, 58 FT NORTH OF A POWER LINE POLE WITH
 BJ0211'A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0612 ***********************************************************************
 BX0612  DESIGNATION -  N 235
 BX0612  PID         -  BX0612
 BX0612  STATE/COUNTY-  LA/RAPIDES
 BX0612  USGS QUAD   -  ALEXANDRIA (1992)
 BX0612
 BX0612                         *CURRENT SURVEY CONTROL
 BX0612  ___________________________________________________________________
 BX0612* NAD 83(1986)-  31 20 01.     (N)    092 24 58.     (W)     SCALED    
 BX0612* NAVD 88     -        30.04   (+/-2cm)      98.6    (feet)  VERTCON   
 BX0612  ___________________________________________________________________
 BX0612  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX0612
 BX0612  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0612
 BX0612.The horizontal coordinates were scaled from a topographic map and have
 BX0612.an estimated accuracy of +/- 6 seconds.
 BX0612
 BX0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0612.The vertical order pertains to the NGVD 29 superseded value.
 BX0612
 BX0612.The geoid height was determined by GEOID03.
 BX0612
 BX0612;                    North         East    Units  Estimated Accuracy
 BX0612;SPC LA N     -    92,430.    1,007,980.      MT  (+/- 180 meters Scaled)
 BX0612
 BX0612                          SUPERSEDED SURVEY CONTROL
 BX0612
 BX0612  NGVD 29 (??/??/??)   30.030  (m)           98.52   (f) ADJUSTED    1 2
 BX0612
 BX0612.Superseded values are not recommended for survey control.
 BX0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0612.See file dsdata.txt to determine how the superseded data were derived.
 BX0612
 BX0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ555667(NAD 83)
 BX0612_MARKER: DB = BENCH MARK DISK
 BX0612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BX0612_SP_SET: PIER
 BX0612_STAMPING: N 235 1966
 BX0612_MARK LOGO: CGS   
 BX0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0612+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1995
 BX0612
 BX0612  HISTORY     - Date     Condition        Report By
 BX0612  HISTORY     - 1966     MONUMENTED       CGS
 BX0612  HISTORY     - 1977     GOOD             NGS
 BX0612  HISTORY     - 19950220 GOOD             LADTD
 BX0612
 BX0612                          STATION DESCRIPTION
 BX0612
 BX0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0612'1.6 MI NE FROM PINEVILLE.
 BX0612'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0612'THE POST OFFICE AT PINEVILLE, THENCE 1.05 MILES NORTHEAST ALONG STATE
 BX0612'HIGHWAY 28, IN SECTION 12, T 4 N, R 1 W, ABOUT 0.2 MILE WEST OF THE
 BX0612'BNAI ISRAEL CEMETERY, SET VERTICALLY IN THE EAST FACE OF THE MOST
 BX0612'EASTERLY OF 4 CONCRETE PILLARS FOR A CONCRETE HIGHWAY OVERPASS, 33 1/2
 BX0612'FEET NORTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF STATE
 BX0612'HIGHWAY 28, 31 FEET SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE
 BX0612'OF STATE HIGHWAY 28, ABOUT 3 1/2 FEET ABOVE THE GROUND.
 BX0612
 BX0612                          STATION RECOVERY (1977)
 BX0612
 BX0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0612'ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE
 BX0612'FROM THE POST OFFICE AT PINEVILLE, THENCE 1.05 MILES NORTHEAST
 BX0612'ALONG STATE HIGHWAY 3100, ABOUT 0.2 MILE WEST OF THE BINAI ISRAEL
 BX0612'CEMETERY, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY
 BX0612'OF 4 CONCRETE PILLARS FOR STATE HIGHWAY 28 OVERPASS, 33.6 FEET
 BX0612'NORTH OF THE CENTER LINE OF THE EAST TRAFFIC LANES OF STATE
 BX0612'HIGHWAY 3100, 31 FEET SOUTH OF THE CENTER LINE OF THE WEST
 BX0612'TRAFFIC LANES OF STATE HIGHWAY 3100.
 BX0612
 BX0612                          STATION RECOVERY (1995)
 BX0612
 BX0612'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BX0612'THE STATION IS LOCATED IN PINEVILLE AT THE JUNCTION OF U S HIGHWAY 167
 BX0612'AND STATE HIGHWAYS 28 AND 3100, SET VERTICALLY IN THE EAST FACE OF THE
 BX0612'MOST EASTERLY OF FOUR CONCRETE PILINGS UNDER HIGHWAY 167 OVERPASS.
 BX0612'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT,
 BX0612'33.5 FT (10.2 M) NORTH FROM THE CENTER OF THE EAST BOUND LANES OF
 BX0612'HIGHWAYS 28 AND 3100, 31.0 FT (9.4 M) SOUTH FROM THE CENTER OF THE
 BX0612'WEST BOUND LANES OF HIGHWAYS 28 AND 3100, FLUSH WITH THE FACE OF THE
 BX0612'PILING AND ABOUT 4.0 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0602 ***********************************************************************
 BX0602  DESIGNATION -  N 236
 BX0602  PID         -  BX0602
 BX0602  STATE/COUNTY-  LA/RAPIDES
 BX0602  USGS QUAD   -  LIBUSE (1993)
 BX0602
 BX0602                         *CURRENT SURVEY CONTROL
 BX0602  ___________________________________________________________________
 BX0602* NAD 83(1986)-  31 20 31.     (N)    092 21 54.     (W)     SCALED    
 BX0602* NAVD 88     -        47.23   (+/-2cm)     155.0    (feet)  VERTCON   
 BX0602  ___________________________________________________________________
 BX0602  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX0602
 BX0602  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0602
 BX0602.The horizontal coordinates were scaled from a topographic map and have
 BX0602.an estimated accuracy of +/- 6 seconds.
 BX0602
 BX0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0602.The vertical order pertains to the NGVD 29 superseded value.
 BX0602
 BX0602.The geoid height was determined by GEOID03.
 BX0602
 BX0602;                    North         East    Units  Estimated Accuracy
 BX0602;SPC LA N     -    93,360.    1,012,850.      MT  (+/- 180 meters Scaled)
 BX0602
 BX0602                          SUPERSEDED SURVEY CONTROL
 BX0602
 BX0602  NGVD 29 (??/??/??)   47.214  (m)          154.90   (f) ADJUSTED    1 2
 BX0602
 BX0602.Superseded values are not recommended for survey control.
 BX0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0602.See file dsdata.txt to determine how the superseded data were derived.
 BX0602
 BX0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ604676(NAD 83)
 BX0602_MARKER: DB = BENCH MARK DISK
 BX0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0602_SP_SET: 24 FEET
 BX0602_STAMPING: N 236 1966
 BX0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0602
 BX0602  HISTORY     - Date     Condition        Report By
 BX0602  HISTORY     - 1966     MONUMENTED       CGS
 BX0602  HISTORY     - 1972     MARK NOT FOUND   USGS
 BX0602  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0602
 BX0602                          STATION DESCRIPTION
 BX0602
 BX0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0602'2.1 MI SW FROM LIBUSE.
 BX0602'ABOUT 2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0602'AT LIBUSE, IN SECTION 9, T 4 N, R 1 E, ON THE INSIDE OF A CURVE IN THE
 BX0602'HIGHWAY, 50 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 BX0602'WEST OF THE CENTER LINE OF PINEHURST DRIVE, 18 FEET SOUTH OF A FENCE
 BX0602'CORNER, 8 1/2 FEET SOUTH OF A 10-INCH OAK TREE, 1 1/2 FEET EAST OF A
 BX0602'FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 BX0602'LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 BX0602'ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IN ENCASED IN A 5-INCH
 BX0602'CAST IRON PIPE WHICH PROJECTS 10 INCHES.
 BX0602
 BX0602                          STATION RECOVERY (1972)
 BX0602
 BX0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BX0602'MARK NOT FOUND.
 BX0602
 BX0602                          STATION RECOVERY (1999)
 BX0602
 BX0602'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0892 ***********************************************************************
 BX0892  DESIGNATION -  N 237
 BX0892  PID         -  BX0892
 BX0892  STATE/COUNTY-  LA/RAPIDES
 BX0892  USGS QUAD   -  LATANIER (1993)
 BX0892
 BX0892                         *CURRENT SURVEY CONTROL
 BX0892  ___________________________________________________________________
 BX0892* NAD 83(1986)-  31 12 10.     (N)    092 21 21.     (W)     SCALED    
 BX0892* NAVD 88     -        20.941  (meters)      68.70   (feet)  ADJUSTED  
 BX0892  ___________________________________________________________________
 BX0892  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX0892  DYNAMIC HT  -          20.915 (meters)      68.62  (feet)  COMP
 BX0892  MODELED GRAV-     979,397.1   (mgal)                       NAVD 88
 BX0892
 BX0892  VERT ORDER  -  FIRST     CLASS I
 BX0892
 BX0892.The horizontal coordinates were scaled from a topographic map and have
 BX0892.an estimated accuracy of +/- 6 seconds.
 BX0892
 BX0892.The orthometric height was determined by differential leveling
 BX0892.and adjusted by the National Geodetic Survey in February 1994..
 BX0892
 BX0892.The geoid height was determined by GEOID03.
 BX0892
 BX0892.The dynamic height is computed by dividing the NAVD 88
 BX0892.geopotential number by the normal gravity value computed on the
 BX0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0892.degrees latitude (g = 980.6199 gals.).
 BX0892
 BX0892.The modeled gravity was interpolated from observed gravity values.
 BX0892
 BX0892;                    North         East    Units  Estimated Accuracy
 BX0892;SPC LA N     -    77,930.    1,013,740.      MT  (+/- 180 meters Scaled)
 BX0892
 BX0892                          SUPERSEDED SURVEY CONTROL
 BX0892
 BX0892  NAVD 88 (06/15/91)   20.943  (m)           68.71   (f) UNKNOWN     1 1
 BX0892  NGVD 29 (??/??/??)   20.922  (m)           68.64   (f) ADJUSTED    1 1
 BX0892
 BX0892.Superseded values are not recommended for survey control.
 BX0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0892.See file dsdata.txt to determine how the superseded data were derived.
 BX0892
 BX0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ613522(NAD 83)
 BX0892_MARKER: DB = BENCH MARK DISK
 BX0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0892_SP_SET: FOUNDATION
 BX0892_STAMPING: N 237 1966
 BX0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0892
 BX0892  HISTORY     - Date     Condition        Report By
 BX0892  HISTORY     - 1966     MONUMENTED       CGS
 BX0892  HISTORY     - 1977     GOOD             NGS
 BX0892  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0892
 BX0892                          STATION DESCRIPTION
 BX0892
 BX0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0892'IN LATANIER.
 BX0892'AT LATANIER, IN SECTION 24, T 3 N, R 1 E, 69 FEET EAST OF THE CENTER
 BX0892'OF THE INTERSECTIN OF STATE HIGHWAY 1 AND STATE ROAD 457, 41 1/2 FEET
 BX0892'NORTHEST OF THE CENTER LINE OF STATE HIGHWAY 1, 140 FEET NORTHEAST OF
 BX0892'AND ACROSS THE HIGHWAY FROM THE NORTHEAST RAIL OF THE MAIN TRACK OF
 BX0892'THE LOUISIANA AND ARKANSAS RAILROAD, 50 FEET NORTHWEST OF A PIPE FENCE
 BX0892'CORNER IN A WIRE MESH FENCE AROUND A FARMHOUSE, 29 FEET WEST OF AN
 BX0892'18-INCH SYCAMORE TREE, SET IN THE CENTER OF THE TOP OF A CONCRETE
 BX0892'FOUNDATION FOR AN ABANDONED LIGHT POLE, 8.0 FEET NORTHWEST OF A
 BX0892'TELEPHONE POLE BEARING A WITNESS SHIELD, ABOUT LEVEL WITH THE HIGHWAY,
 BX0892'AND PROJECTING 3 INCHES.
 BX0892
 BX0892                          STATION RECOVERY (1977)
 BX0892
 BX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0892'AT LATANIER, 73.3 FEET EAST OF THE CENTER OF THE JUNCTION OF STATE
 BX0892'HIGHWAYS 457 AND 1, 41.5 FEET NORTHEAST OF THE CENTER LINE OF STATE
 BX0892'HIGHWAY 1, 49 FEET NORTHWEST OF A PIPE FENCE CORNER, 140 FEET
 BX0892'NORTHEAST AND ACROSS HIGHWAY FROM THE NORTHEAST RAIL OF THE MAIN
 BX0892'TRACK OF THE LOUISIANA AND ARKANSAS RAILROAD, AND SET IN THE CENTER
 BX0892'OF A ABANDONED CONCRETE FOUNDATION FOR A LIGHT POLE.
 BX0892
 BX0892                          STATION RECOVERY (1999)
 BX0892
 BX0892'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0850 ***********************************************************************
 BX0850  DESIGNATION -  N 238
 BX0850  PID         -  BX0850
 BX0850  STATE/COUNTY-  LA/AVOYELLES
 BX0850  USGS QUAD   -  EFFIE (1983)
 BX0850
 BX0850                         *CURRENT SURVEY CONTROL
 BX0850  ___________________________________________________________________
 BX0850* NAD 83(1986)-  31 09 42.     (N)    092 10 40.     (W)     SCALED    
 BX0850* NAVD 88     -        18.801  (meters)      61.68   (feet)  ADJUSTED  
 BX0850  ___________________________________________________________________
 BX0850  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX0850  DYNAMIC HT  -          18.778 (meters)      61.61  (feet)  COMP
 BX0850  MODELED GRAV-     979,395.1   (mgal)                       NAVD 88
 BX0850
 BX0850  VERT ORDER  -  FIRST     CLASS I
 BX0850
 BX0850.The horizontal coordinates were scaled from a topographic map and have
 BX0850.an estimated accuracy of +/- 6 seconds.
 BX0850
 BX0850.The orthometric height was determined by differential leveling
 BX0850.and adjusted by the National Geodetic Survey in February 1994..
 BX0850
 BX0850.The geoid height was determined by GEOID03.
 BX0850
 BX0850.The dynamic height is computed by dividing the NAVD 88
 BX0850.geopotential number by the normal gravity value computed on the
 BX0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0850.degrees latitude (g = 980.6199 gals.).
 BX0850
 BX0850.The modeled gravity was interpolated from observed gravity values.
 BX0850
 BX0850;                    North         East    Units  Estimated Accuracy
 BX0850;SPC LA N     -    73,410.    1,030,720.      MT  (+/- 180 meters Scaled)
 BX0850
 BX0850                          SUPERSEDED SURVEY CONTROL
 BX0850
 BX0850  NAVD 88 (06/15/91)   18.807  (m)           61.70   (f) UNKNOWN     1 1
 BX0850  NGVD 29 (??/??/??)   18.771  (m)           61.58   (f) ADJUSTED    1 1
 BX0850
 BX0850.Superseded values are not recommended for survey control.
 BX0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0850.See file dsdata.txt to determine how the superseded data were derived.
 BX0850
 BX0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ783478(NAD 83)
 BX0850_MARKER: DB = BENCH MARK DISK
 BX0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0850_STAMPING: 238 1966
 BX0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0850+STABILITY: SURFACE MOTION
 BX0850
 BX0850  HISTORY     - Date     Condition        Report By
 BX0850  HISTORY     - 1966     MONUMENTED       CGS
 BX0850  HISTORY     - 1977     GOOD             NGS
 BX0850
 BX0850                          STATION DESCRIPTION
 BX0850
 BX0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0850'6.5 MI NE FROM ECHO.
 BX0850'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0850'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, THENCE 2.95
 BX0850'MILES NORTHEAST ALONG A GRAVELED ROAD, IN SECTION 9, T 2 N, R 3 E,
 BX0850'ABOUT 0.5 MILE EAST OF A UNITED GAS PIPELINE CROSSING UNDER THE ROAD,
 BX0850'25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 138 FEET SOUTHEAST OF
 BX0850'AND ACROSS THE ROAD FROM POWER POLE NUMBER 37 WHICH HAS A LINE
 BX0850'CROSSING OVER THE ROAD, 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BX0850'HOUSE, 24 FEET NORTHWEST OF A 26-INCH MAPLE TREE, 3 1/2 FEET WEST OF A
 BX0850'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 1.7 FEET SOUTHEAST OF A
 BX0850'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE ROAD, AND SET IN THE
 BX0850'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BX0850
 BX0850                          STATION RECOVERY (1977)
 BX0850
 BX0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0785 ***********************************************************************
 BX0785  DESIGNATION -  N 239
 BX0785  PID         -  BX0785
 BX0785  STATE/COUNTY-  LA/AVOYELLES
 BX0785  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0785
 BX0785                         *CURRENT SURVEY CONTROL
 BX0785  ___________________________________________________________________
 BX0785* NAD 83(1986)-  31 04 03.     (N)    092 03 06.     (W)     SCALED    
 BX0785* NAVD 88     -        22.043  (meters)      72.32   (feet)  ADJUSTED  
 BX0785  ___________________________________________________________________
 BX0785  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BX0785  DYNAMIC HT  -          22.016 (meters)      72.23  (feet)  COMP
 BX0785  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 BX0785
 BX0785  VERT ORDER  -  FIRST     CLASS I
 BX0785
 BX0785.The horizontal coordinates were scaled from a topographic map and have
 BX0785.an estimated accuracy of +/- 6 seconds.
 BX0785
 BX0785.The orthometric height was determined by differential leveling
 BX0785.and adjusted by the National Geodetic Survey in February 1994..
 BX0785
 BX0785.The geoid height was determined by GEOID03.
 BX0785
 BX0785.The dynamic height is computed by dividing the NAVD 88
 BX0785.geopotential number by the normal gravity value computed on the
 BX0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0785.degrees latitude (g = 980.6199 gals.).
 BX0785
 BX0785.The modeled gravity was interpolated from observed gravity values.
 BX0785
 BX0785;                    North         East    Units  Estimated Accuracy
 BX0785;SPC LA N     -    63,010.    1,042,790.      MT  (+/- 180 meters Scaled)
 BX0785
 BX0785                          SUPERSEDED SURVEY CONTROL
 BX0785
 BX0785  NAVD 88 (06/15/91)   22.061  (m)           72.38   (f) UNKNOWN     1 1
 BX0785  NGVD 29 (??/??/??)   22.022  (m)           72.25   (f) ADJUSTED    1 1
 BX0785
 BX0785.Superseded values are not recommended for survey control.
 BX0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0785.See file dsdata.txt to determine how the superseded data were derived.
 BX0785
 BX0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ904374(NAD 83)
 BX0785_MARKER: DB = BENCH MARK DISK
 BX0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0785_STAMPING: N 239 1966
 BX0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0785+STABILITY: SURFACE MOTION
 BX0785
 BX0785  HISTORY     - Date     Condition        Report By
 BX0785  HISTORY     - 1966     MONUMENTED       CGS
 BX0785  HISTORY     - 1977     GOOD             NGS
 BX0785  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BX0785
 BX0785                          STATION DESCRIPTION
 BX0785
 BX0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0785'0.75 MI N FROM MANSURA.
 BX0785'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAYS 1 AND 107 FROM THE POST
 BX0785'OFFICE AT MANSURA, IN SECTION 51, T 1 N, R 4 E, 128 FEET WEST OF AND
 BX0785'ACROSS THE TEXAS AND PACIFIC RAILROAD FROM THE CENTER LINE OF THE
 BX0785'HIGHWAY, 49 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 9 1/2
 BX0785'FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 30 FEET NORTHWEST OF AND
 BX0785'ACROSS THE DRIVE WAY FROM A TELEPHONE POLE, 20 1/2 FEET EAST OF THE
 BX0785'SOUTHEAST CORNER OF A HOUSE ON PROPERTY BELONGING TO JOE YENNIE, 11
 BX0785'FEET WEST OF A FENCE CORNER IN A YARD FENCE, 1 FOOT SOUTH OF THE
 BX0785'FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE DRIVEWAY, AND SET IN THE
 BX0785'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX0785
 BX0785                          STATION RECOVERY (1977)
 BX0785
 BX0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0785'0.8 MILE NORTH ALONG STATE HIGHWAY 107 FROM THE POST OFFICE
 BX0785'AT MANSURA, 128 FEET WEST OF AND ACROSS THE TEXAS AND PACIFIC
 BX0785'RAILROAD FROM THE CENTER LINE OF HIGHWAY, 49 FEET SOUTHWEST
 BX0785'OF THE SOUTHWEST RAIL OF TRACKS, 9.5 FEET NORTH FROM THE
 BX0785'CENTER LINE OF A DRIVEWAY, 30 FEET NORTHWEST AND ACROSS
 BX0785'DRIVEWAY FROM A TELEPHONE POLE, 20  FEET EAST OF THE SOUTHEAST
 BX0785'CORNER OF A HOUSE, 11 FEET WEST OF A FENCE CORNER AND YARD FENCE,
 BX0785'1 FOOT SOUTH OF A FENCE.
 BX0785
 BX0785                          STATION RECOVERY (2004)
 BX0785
 BX0785'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0785'GPS COORDINATES WERE CHECKED AS DESCRIBED AND THERE WERE NO
 BX0785'RAILROAD TRACKS IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0450 ***********************************************************************
 CQ0450  DESIGNATION -  N 241
 CQ0450  PID         -  CQ0450
 CQ0450  STATE/COUNTY-  LA/OUACHITA
 CQ0450  USGS QUAD   -  BOSCO (1982)
 CQ0450
 CQ0450                         *CURRENT SURVEY CONTROL
 CQ0450  ___________________________________________________________________
 CQ0450* NAD 83(1986)-  32 18 16.     (N)    092 05 10.     (W)     SCALED    
 CQ0450* NAVD 88     -        21.08   (+/-2cm)      69.2    (feet)  VERTCON   
 CQ0450  ___________________________________________________________________
 CQ0450  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0450
 CQ0450  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0450
 CQ0450.The horizontal coordinates were scaled from a topographic map and have
 CQ0450.an estimated accuracy of +/- 6 seconds.
 CQ0450
 CQ0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0450.The vertical order pertains to the NGVD 29 superseded value.
 CQ0450
 CQ0450.The geoid height was determined by GEOID03.
 CQ0450
 CQ0450;                    North         East    Units  Estimated Accuracy
 CQ0450;SPC LA N     -   200,140.    1,038,980.      MT  (+/- 180 meters Scaled)
 CQ0450
 CQ0450                          SUPERSEDED SURVEY CONTROL
 CQ0450
 CQ0450  NGVD 29 (??/??/??)   21.117  (m)           69.28   (f) ADJUSTED    1 2
 CQ0450
 CQ0450.Superseded values are not recommended for survey control.
 CQ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0450.See file dsdata.txt to determine how the superseded data were derived.
 CQ0450
 CQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR860745(NAD 83)
 CQ0450_MARKER: DB = BENCH MARK DISK
 CQ0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0450_SP_SET: CULVERT
 CQ0450_STAMPING: N 241 1966
 CQ0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0450
 CQ0450  HISTORY     - Date     Condition        Report By
 CQ0450  HISTORY     - 1966     MONUMENTED       CGS
 CQ0450  HISTORY     - 1990     GOOD             USPSQD
 CQ0450
 CQ0450                          STATION DESCRIPTION
 CQ0450
 CQ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0450'0.9 MI N FROM BOSCO.
 CQ0450'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0450'BOSCO, IN SECTION 8, T 16 N, R 4 E, 6 RAILS SOUTH OF A ROAD CROSSING
 CQ0450'THE MISSOURI PACIFIC RAILROAD, 66 FEET EAST OF THE CENTER LINE OF THE
 CQ0450'HIGHWAY, 11 FEET WEST OF THE WEST RAIL, SET IN THE CENTER OF THE TOP
 CQ0450'OF THE WEST CONCRETE HEAD WALL OF A DOUBLE-CHANNELED BOX CULVERT UNDER
 CQ0450'THE RAILROAD, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 4 FEET BELOW THE
 CQ0450'LEVEL OF THE TRACK.
 CQ0450
 CQ0450                          STATION RECOVERY (1990)
 CQ0450
 CQ0450'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1785 ***********************************************************************
 CP1785  DESIGNATION -  N 242
 CP1785  PID         -  CP1785
 CP1785  STATE/COUNTY-  LA/OUACHITA
 CP1785  USGS QUAD   -  CREW LAKE (1982)
 CP1785
 CP1785                         *CURRENT SURVEY CONTROL
 CP1785  ___________________________________________________________________
 CP1785* NAD 83(1986)-  32 29 37.     (N)    091 58 25.     (W)     SCALED    
 CP1785* NAVD 88     -        19.656  (meters)      64.49   (feet)  ADJUSTED  
 CP1785  ___________________________________________________________________
 CP1785  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CP1785  DYNAMIC HT  -          19.634 (meters)      64.42  (feet)  COMP
 CP1785  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 CP1785
 CP1785  VERT ORDER  -  FIRST     CLASS I
 CP1785
 CP1785.The horizontal coordinates were scaled from a topographic map and have
 CP1785.an estimated accuracy of +/- 6 seconds.
 CP1785
 CP1785.The orthometric height was determined by differential leveling
 CP1785.and adjusted by the National Geodetic Survey in June 1991..
 CP1785
 CP1785.The geoid height was determined by GEOID03.
 CP1785
 CP1785.The dynamic height is computed by dividing the NAVD 88
 CP1785.geopotential number by the normal gravity value computed on the
 CP1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1785.degrees latitude (g = 980.6199 gals.).
 CP1785
 CP1785.The modeled gravity was interpolated from observed gravity values.
 CP1785
 CP1785;                    North         East    Units  Estimated Accuracy
 CP1785;SPC LA N     -   221,170.    1,049,470.      MT  (+/- 180 meters Scaled)
 CP1785
 CP1785                          SUPERSEDED SURVEY CONTROL
 CP1785
 CP1785  NGVD 29 (??/??/??)   19.696  (m)           64.62   (f) ADJUSTED    1 1
 CP1785
 CP1785.Superseded values are not recommended for survey control.
 CP1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1785.See file dsdata.txt to determine how the superseded data were derived.
 CP1785
 CP1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR964956(NAD 83)
 CP1785_MARKER: DB = BENCH MARK DISK
 CP1785_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1785_SP_SET: 81 FT.
 CP1785_STAMPING: N 242 1966
 CP1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1785
 CP1785  HISTORY     - Date     Condition        Report By
 CP1785  HISTORY     - 1966     MONUMENTED       CGS
 CP1785  HISTORY     - 1969     GOOD             NGS
 CP1785  HISTORY     - 1978     MARK NOT FOUND   USGS
 CP1785  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CP1785
 CP1785                          STATION DESCRIPTION
 CP1785
 CP1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CP1785'7.9 MI E FROM MONROE.
 CP1785'7.9 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1785'MONROE, 0.9 MILE EAST OF THE CROSSING OF THE RAILROAD AND STATE
 CP1785'HIGHWAY 594, 15 POLES EAST OF MILEPOST 64, 66 FEET SOUTH OF THE SOUTH
 CP1785'RAIL, 54 FEET SOUTHWEST OF A TELEPHONE POLE, 54 FEET NORTH OF A FENCE,
 CP1785'0.6 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL
 CP1785'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CP1785'DRIVEN TO A DEPTH OF 81 FEET AND IN ENCASED IN A 5-INCH CAST IRON PIPE
 CP1785'WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND. 1/4 SEC 5, T
 CP1785'17 N, R 5 E.
 CP1785
 CP1785                          STATION RECOVERY (1978)
 CP1785
 CP1785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CP1785'MARK NOT FOUND.
 CP1785
 CP1785                          STATION RECOVERY (1997)
 CP1785
 CP1785'RECOVERY NOTE BY US POWER SQUADRON 1997
 CP1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1874 ***********************************************************************
 CP1874  DESIGNATION -  N 243
 CP1874  PID         -  CP1874
 CP1874  STATE/COUNTY-  LA/FRANKLIN
 CP1874  USGS QUAD   -  FT NECESSITY (1983)
 CP1874
 CP1874                         *CURRENT SURVEY CONTROL
 CP1874  ___________________________________________________________________
 CP1874* NAD 83(1986)-  32 03 26.     (N)    091 50 03.     (W)     SCALED    
 CP1874* NAVD 88     -        19.47   (+/-2cm)      63.9    (feet)  VERTCON   
 CP1874  ___________________________________________________________________
 CP1874  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP1874
 CP1874  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1874
 CP1874.The horizontal coordinates were scaled from a topographic map and have
 CP1874.an estimated accuracy of +/- 6 seconds.
 CP1874
 CP1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1874.The vertical order pertains to the NGVD 29 superseded value.
 CP1874
 CP1874.The geoid height was determined by GEOID03.
 CP1874
 CP1874;                    North         East    Units  Estimated Accuracy
 CP1874;SPC LA N     -   172,850.    1,062,870.      MT  (+/- 180 meters Scaled)
 CP1874
 CP1874                          SUPERSEDED SURVEY CONTROL
 CP1874
 CP1874  NGVD 29 (??/??/92)   19.485  (m)           63.93   (f) ADJ UNCH    1 2
 CP1874
 CP1874.Superseded values are not recommended for survey control.
 CP1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1874.See file dsdata.txt to determine how the superseded data were derived.
 CP1874
 CP1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR100473(NAD 83)
 CP1874_MARKER: DB = BENCH MARK DISK
 CP1874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1874_SP_SET: BASE
 CP1874_STAMPING: N 243 1966
 CP1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1874
 CP1874  HISTORY     - Date     Condition        Report By
 CP1874  HISTORY     - 1966     MONUMENTED       CGS
 CP1874
 CP1874                          STATION DESCRIPTION
 CP1874
 CP1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1874'1.15 MI NW FROM FT NECESSITY.
 CP1874'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 CP1874'AT FT. NECESSITY, IN SECTION 2, T 12 N, R 6 E, 13 FEET SOUTHWEST OF
 CP1874'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF
 CP1874'THE CONCRETE BASE FOR THE SOUTHWEST GUARD RAIL OF A BRIDGE OVER GOOSE
 CP1874'CREEK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1951 ***********************************************************************
 CP1951  DESIGNATION -  N 244
 CP1951  PID         -  CP1951
 CP1951  STATE/COUNTY-  LA/FRANKLIN
 CP1951  USGS QUAD   -  LAMAR (1987)
 CP1951
 CP1951                         *CURRENT SURVEY CONTROL
 CP1951  ___________________________________________________________________
 CP1951* NAD 83(1986)-  32 16 24.     (N)    091 33 55.     (W)     SCALED    
 CP1951* NAVD 88     -        26.13   (+/-2cm)      85.7    (feet)  VERTCON   
 CP1951  ___________________________________________________________________
 CP1951  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1951
 CP1951  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1951
 CP1951.The horizontal coordinates were scaled from a topographic map and have
 CP1951.an estimated accuracy of +/- 6 seconds.
 CP1951
 CP1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1951.The vertical order pertains to the NGVD 29 superseded value.
 CP1951
 CP1951.The geoid height was determined by GEOID03.
 CP1951
 CP1951;                    North         East    Units  Estimated Accuracy
 CP1951;SPC LA N     -   197,000.    1,088,060.      MT  (+/- 180 meters Scaled)
 CP1951
 CP1951                          SUPERSEDED SURVEY CONTROL
 CP1951
 CP1951  NGVD 29 (??/??/92)   26.143  (m)           85.77   (f) ADJ UNCH    1 2
 CP1951
 CP1951.Superseded values are not recommended for survey control.
 CP1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1951.See file dsdata.txt to determine how the superseded data were derived.
 CP1951
 CP1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR351716(NAD 83)
 CP1951_MARKER: DB = BENCH MARK DISK
 CP1951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1951_SP_SET: CULVERT
 CP1951_STAMPING: N 244 1966
 CP1951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1951
 CP1951  HISTORY     - Date     Condition        Report By
 CP1951  HISTORY     - 1966     MONUMENTED       CGS
 CP1951  HISTORY     - 1991     GOOD             USPSQD
 CP1951
 CP1951                          STATION DESCRIPTION
 CP1951
 CP1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1951'2.7 MI NE FROM CROWVILLE.
 CP1951'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1951'AT CROWVILLE, IN SECTION 20, T 15 N, R 9 E, 18 FEET SOUTHEAST OF THE
 CP1951'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE
 CP1951'SOUTHEAST CONCRETE HEAD WALL OF THE MORE SOUTHWESTERLY OF 2 LARGE
 CP1951'CONCRETE CULVERTS IN HURRICANE BAYOU, AND ABOUT 1 FOOT BELOW THE LEVEL
 CP1951'OF THE HIGHWAY.
 CP1951
 CP1951                          STATION RECOVERY (1991)
 CP1951
 CP1951'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2340 ***********************************************************************
 CP2340  DESIGNATION -  N 244 RESET 1981
 CP2340  PID         -  CP2340
 CP2340  STATE/COUNTY-  LA/FRANKLIN
 CP2340  USGS QUAD   -  LAMAR (1987)
 CP2340
 CP2340                         *CURRENT SURVEY CONTROL
 CP2340  ___________________________________________________________________
 CP2340* NAD 83(1986)-  32 16 24.     (N)    091 33 55.     (W)     SCALED    
 CP2340* NAVD 88     -        27.88   (+/-2cm)      91.5    (feet)  VERTCON   
 CP2340  ___________________________________________________________________
 CP2340  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2340
 CP2340  VERT ORDER  -  THIRD (See Below)
 CP2340
 CP2340.The horizontal coordinates were scaled from a topographic map and have
 CP2340.an estimated accuracy of +/- 6 seconds.
 CP2340
 CP2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2340.The vertical order pertains to the NGVD 29 superseded value.
 CP2340
 CP2340.The geoid height was determined by GEOID03.
 CP2340
 CP2340;                    North         East    Units  Estimated Accuracy
 CP2340;SPC LA N     -   197,000.    1,088,060.      MT  (+/- 180 meters Scaled)
 CP2340
 CP2340                          SUPERSEDED SURVEY CONTROL
 CP2340
 CP2340  NGVD 29 (09/18/05)   27.89   (m)           91.5    (f) RESET       3  
 CP2340
 CP2340.Superseded values are not recommended for survey control.
 CP2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2340.See file dsdata.txt to determine how the superseded data were derived.
 CP2340
 CP2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR351716(NAD 83)
 CP2340_MARKER: DB = BENCH MARK DISK
 CP2340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2340_STAMPING: N 244 RESET 1981
 CP2340_PROJECTION: RECESSED 5 CENTIMETERS
 CP2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2340_ROD/PIPE-DEPTH: 4.57 meters
 CP2340
 CP2340  HISTORY     - Date     Condition        Report By
 CP2340  HISTORY     - 1981     MONUMENTED       LADTD
 CP2340
 CP2340                          STATION DESCRIPTION
 CP2340
 CP2340'DESCRIBED BY LA TRANSP AND DEV 1981
 CP2340'4.3 KM (2.7 MI) NE FROM CROWVILLE.
 CP2340'4.3 KM (2.7 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2340'IN CROWVILLE, ON STATE HIGHWAY RIGHT-OF-WAY ON A KNOLL IN FRONT OF
 CP2340'A WOOD FRAME HOUSE, 25.3 METERS (83.0 FT) SOUTHEAST OF A 30-INCH SWEET
 CP2340'GUM TREE, 24.6 METERS (81.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 CP2340'A WOOD FRAME HOUSE, 20.7 METERS (68.0 FT) WEST OF THE CENTER OF STATE
 CP2340'HIGHWAY 17, AND 0.3 METER (1.0 FT) EAST OF THE RIGHT-OF-WAY LINE.
 CP2340'THE MARK IS 3.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1725 ***********************************************************************
 CP1725  DESIGNATION -  N 245
 CP1725  PID         -  CP1725
 CP1725  STATE/COUNTY-  LA/RICHLAND
 CP1725  USGS QUAD   -  DUNN (1987)
 CP1725
 CP1725                         *CURRENT SURVEY CONTROL
 CP1725  ___________________________________________________________________
 CP1725* NAD 83(1986)-  32 27 37.     (N)    091 32 10.     (W)     SCALED    
 CP1725* NAVD 88     -        27.679  (meters)      90.81   (feet)  ADJUSTED  
 CP1725  ___________________________________________________________________
 CP1725  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP1725  DYNAMIC HT  -          27.648 (meters)      90.71  (feet)  COMP
 CP1725  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CP1725
 CP1725  VERT ORDER  -  FIRST     CLASS I
 CP1725
 CP1725.The horizontal coordinates were scaled from a topographic map and have
 CP1725.an estimated accuracy of +/- 6 seconds.
 CP1725
 CP1725.The orthometric height was determined by differential leveling
 CP1725.and adjusted by the National Geodetic Survey in June 1991..
 CP1725
 CP1725.The geoid height was determined by GEOID03.
 CP1725
 CP1725.The dynamic height is computed by dividing the NAVD 88
 CP1725.geopotential number by the normal gravity value computed on the
 CP1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1725.degrees latitude (g = 980.6199 gals.).
 CP1725
 CP1725.The modeled gravity was interpolated from observed gravity values.
 CP1725
 CP1725;                    North         East    Units  Estimated Accuracy
 CP1725;SPC LA N     -   217,750.    1,090,620.      MT  (+/- 180 meters Scaled)
 CP1725
 CP1725                          SUPERSEDED SURVEY CONTROL
 CP1725
 CP1725  NGVD 29 (??/??/??)   27.700  (m)           90.88   (f) ADJUSTED    1 1
 CP1725
 CP1725.Superseded values are not recommended for survey control.
 CP1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1725.See file dsdata.txt to determine how the superseded data were derived.
 CP1725
 CP1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR375923(NAD 83)
 CP1725_MARKER: DB = BENCH MARK DISK
 CP1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1725_STAMPING: N 245 1966
 CP1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1725+STABILITY: SURFACE MOTION
 CP1725
 CP1725  HISTORY     - Date     Condition        Report By
 CP1725  HISTORY     - 1966     MONUMENTED       CGS
 CP1725  HISTORY     - 1968     GOOD             NGS
 CP1725
 CP1725                          STATION DESCRIPTION
 CP1725
 CP1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1725'2.55 MI W FROM DELHI.
 CP1725'2.55 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1725'AT DELHI, IN SECTION 15, T 17 N, R 9 E, ABOUT 4 POLES EAST OF MILEPOST
 CP1725'38, ABOUT 2 POLES WEST OF A ROAD CROSSING, 41 FEET NORTH OF THE NORTH
 CP1725'RAIL, 57 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 4 1/2 FEET
 CP1725'WEST OF A TELEGRAPH POLE, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT
 CP1725'LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 CP1725'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CP1725
 CP1725                          STATION RECOVERY (1968)
 CP1725
 CP1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1839 ***********************************************************************
 CP1839  DESIGNATION -  N 247
 CP1839  PID         -  CP1839
 CP1839  STATE/COUNTY-  LA/FRANKLIN
 CP1839  USGS QUAD   -  GILBERT (1983)
 CP1839
 CP1839                         *CURRENT SURVEY CONTROL
 CP1839  ___________________________________________________________________
 CP1839* NAD 83(1986)-  32 05 05.     (N)    091 41 48.     (W)     SCALED    
 CP1839* NAVD 88     -        22.25   (+/-2cm)      73.0    (feet)  VERTCON   
 CP1839  ___________________________________________________________________
 CP1839  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP1839
 CP1839  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1839
 CP1839.The horizontal coordinates were scaled from a topographic map and have
 CP1839.an estimated accuracy of +/- 6 seconds.
 CP1839
 CP1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1839.The vertical order pertains to the NGVD 29 superseded value.
 CP1839
 CP1839.The geoid height was determined by GEOID03.
 CP1839
 CP1839;                    North         East    Units  Estimated Accuracy
 CP1839;SPC LA N     -   175,990.    1,075,830.      MT  (+/- 180 meters Scaled)
 CP1839
 CP1839                          SUPERSEDED SURVEY CONTROL
 CP1839
 CP1839  NGVD 29 (??/??/92)   22.269  (m)           73.06   (f) ADJ UNCH    1 2
 CP1839
 CP1839.Superseded values are not recommended for survey control.
 CP1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1839.See file dsdata.txt to determine how the superseded data were derived.
 CP1839
 CP1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR229505(NAD 83)
 CP1839_MARKER: DB = BENCH MARK DISK
 CP1839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1839_SP_SET: 124 FT.
 CP1839_STAMPING: N 247 1966
 CP1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1839+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP1839
 CP1839  HISTORY     - Date     Condition        Report By
 CP1839  HISTORY     - 1966     MONUMENTED       CGS
 CP1839  HISTORY     - 20050318 GOOD             USPSQD
 CP1839
 CP1839                          STATION DESCRIPTION
 CP1839
 CP1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1839'3.35 MI NW FROM GILBERT.
 CP1839'3.35 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CP1839'GILBERT, IN SECTION 30, T 13 N, R 8 E, ON PROPERTY BELONGING TO THE
 CP1839'LOUISIANA DEPARTMENT OF HIGHWAYS, 69 FEET EAST OF THE CENTER LINE OF
 CP1839'THE HIGHWAY, 136 FEET WEST OF THE WEST ENTRANCE TO THE HEADQUARTERS
 CP1839'OFFICE FOR DISTRICT 58, 25 FEET WEST OF A FLAG POLE, 1 1/2 FEET NORTH
 CP1839'OF THE HEADQUARTERS SIGN, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE
 CP1839'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 124
 CP1839'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6
 CP1839'INCHES.
 CP1839
 CP1839                          STATION RECOVERY (2005)
 CP1839
 CP1839'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1476 ***********************************************************************
 BW1476  DESIGNATION -  N 248
 BW1476  PID         -  BW1476
 BW1476  STATE/COUNTY-  LA/CONCORDIA
 BW1476  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1476
 BW1476                         *CURRENT SURVEY CONTROL
 BW1476  ___________________________________________________________________
 BW1476* NAD 83(1986)-  31 39 57.     (N)    091 32 36.     (W)     SCALED    
 BW1476* NAVD 88     -        17.581  (meters)      57.68   (feet)  ADJUSTED  
 BW1476  ___________________________________________________________________
 BW1476  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1476  DYNAMIC HT  -          17.560 (meters)      57.61  (feet)  COMP
 BW1476  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 BW1476
 BW1476  VERT ORDER  -  FIRST     CLASS II
 BW1476
 BW1476.The horizontal coordinates were scaled from a topographic map and have
 BW1476.an estimated accuracy of +/- 6 seconds.
 BW1476
 BW1476.The orthometric height was determined by differential leveling
 BW1476.and adjusted by the National Geodetic Survey in February 1994..
 BW1476
 BW1476.The geoid height was determined by GEOID03.
 BW1476
 BW1476.The dynamic height is computed by dividing the NAVD 88
 BW1476.geopotential number by the normal gravity value computed on the
 BW1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1476.degrees latitude (g = 980.6199 gals.).
 BW1476
 BW1476.The modeled gravity was interpolated from observed gravity values.
 BW1476
 BW1476;                    North         East    Units  Estimated Accuracy
 BW1476;SPC LA N     -   129,660.    1,090,720.      MT  (+/- 180 meters Scaled)
 BW1476
 BW1476                          SUPERSEDED SURVEY CONTROL
 BW1476
 BW1476  NAVD 88 (06/15/91)   17.598  (m)           57.74   (f) UNKNOWN     1 2
 BW1476  NGVD 29 (??/??/??)   17.582  (m)           57.68   (f) ADJUSTED    1 2
 BW1476
 BW1476.Superseded values are not recommended for survey control.
 BW1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1476.See file dsdata.txt to determine how the superseded data were derived.
 BW1476
 BW1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR380043(NAD 83)
 BW1476_MARKER: DB = BENCH MARK DISK
 BW1476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1476_SP_SET: CONCRETE BASE
 BW1476_STAMPING: N-248 1966
 BW1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1476
 BW1476  HISTORY     - Date     Condition        Report By
 BW1476  HISTORY     - 1966     MONUMENTED       CGS
 BW1476  HISTORY     - 1975     GOOD             LADTD
 BW1476  HISTORY     - 1977     GOOD             NGS
 BW1476  HISTORY     - 1979     GOOD             NGS
 BW1476  HISTORY     - 1980     GOOD             NGS
 BW1476  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BW1476
 BW1476                          STATION DESCRIPTION
 BW1476
 BW1476'DESCRIBED BY LA TRANSP AND DEV 1975
 BW1476'2.65 MI N FROM FERRIDAY.
 BW1476'THE MARK IS LOCATED APPROX. 2.0 MILES NORTH OF FERRIDAY HIGH SCHOOL
 BW1476'ALONG LA. HWY 15.  THE DISK IS SET IN THE CENTER OF A CONCRETE BASE OF
 BW1476'A STEEL TRANSMISSION TOWER AND THE BASE IS 4.5 FT. IN DIAMETER. IT IS
 BW1476'125.5 FT. EAST OF THE CENTER OF LA. HWY 15 AND 24.0 FT. EAST OF A
 BW1476'BARBED WIRE FENCE.  IT IS 167.0 FT. RT. OF STA. 219+92 OF STATE
 BW1476'PROJECT 26-03-12.
 BW1476
 BW1476                          STATION RECOVERY (1977)
 BW1476
 BW1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW1476'RECOVERED IN GOOD CONDITION.
 BW1476
 BW1476                          STATION RECOVERY (1979)
 BW1476
 BW1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1476'RECOVERED IN GOOD CONDITION.
 BW1476
 BW1476                          STATION RECOVERY (1980)
 BW1476
 BW1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BW1476'RECOVERED IN GOOD CONDITION.
 BW1476
 BW1476                          STATION RECOVERY (2005)
 BW1476
 BW1476'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW1476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2244 ***********************************************************************
 CP2244  DESIGNATION -  N 25
 CP2244  PID         -  CP2244
 CP2244  STATE/COUNTY-  LA/MOREHOUSE
 CP2244  USGS QUAD   -  TWIN OAKS (1988)
 CP2244
 CP2244                         *CURRENT SURVEY CONTROL
 CP2244  ___________________________________________________________________
 CP2244* NAD 83(1986)-  32 53 22.     (N)    091 51 37.     (W)     SCALED    
 CP2244* NAVD 88     -        29.306  (meters)      96.15   (feet)  ADJUSTED  
 CP2244  ___________________________________________________________________
 CP2244  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP2244  DYNAMIC HT  -          29.275 (meters)      96.05  (feet)  COMP
 CP2244  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 CP2244
 CP2244  VERT ORDER  -  SECOND    CLASS 0
 CP2244
 CP2244.The horizontal coordinates were scaled from a topographic map and have
 CP2244.an estimated accuracy of +/- 6 seconds.
 CP2244
 CP2244.The orthometric height was determined by differential leveling
 CP2244.and adjusted by the National Geodetic Survey in June 1991..
 CP2244
 CP2244.The geoid height was determined by GEOID03.
 CP2244
 CP2244.The dynamic height is computed by dividing the NAVD 88
 CP2244.geopotential number by the normal gravity value computed on the
 CP2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2244.degrees latitude (g = 980.6199 gals.).
 CP2244
 CP2244.The modeled gravity was interpolated from observed gravity values.
 CP2244
 CP2244;                    North         East    Units  Estimated Accuracy
 CP2244;SPC LA N     -   265,120.    1,059,860.      MT  (+/- 180 meters Scaled)
 CP2244
 CP2244                          SUPERSEDED SURVEY CONTROL
 CP2244
 CP2244  NGVD 29 (??/??/92)   29.388  (m)           96.42   (f) ADJ UNCH    2 0
 CP2244
 CP2244.Superseded values are not recommended for survey control.
 CP2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2244.See file dsdata.txt to determine how the superseded data were derived.
 CP2244
 CP2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS066396(NAD 83)
 CP2244_MARKER: DB = BENCH MARK DISK
 CP2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2244_STAMPING: N-25 1935
 CP2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2244+STABILITY: SURFACE MOTION
 CP2244
 CP2244  HISTORY     - Date     Condition        Report By
 CP2244  HISTORY     - 1935     MONUMENTED       CGS
 CP2244  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2244
 CP2244                          STATION DESCRIPTION
 CP2244
 CP2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2244'3.7 MI NE FROM WARDVILLE.
 CP2244'3.7 MILES NORTHEAST OF, ALONG ST. HWY. 204, FROM STATION. BRONZE
 CP2244'TABLET IN EAST HEADWALL OF CONCRETE HIGHWAY CULVERT.  300 FEET SOUTH
 CP2244'OF SMALL FARM HOUSE ON WEST SIDE OF HIGHWAY WITH BRICK CHIMNEYS AT
 CP2244'NORTH AND SOUTH ENDS.  147 FEET SOUTH OF CENTERLINE OF GATEWAY ON EAST
 CP2244'SIDE OF HIGHWAY.  12.5 FEET WEST OF FENCE.  12 FEET EAST OF CENTERLINE
 CP2244'OF ST. HWY. 204.  1 FT. ABOVE LEVEL OF HIGHWAY.
 CP2244
 CP2244                          STATION RECOVERY (1982)
 CP2244
 CP2244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0165 ***********************************************************************
 BJ0165  DESIGNATION -  N 250
 BJ0165  PID         -  BJ0165
 BJ0165  STATE/COUNTY-  LA/AVOYELLES
 BJ0165  USGS QUAD   -  SIMMESPORT (1969)
 BJ0165
 BJ0165                         *CURRENT SURVEY CONTROL
 BJ0165  ___________________________________________________________________
 BJ0165* NAD 83(1986)-  30 59 19.     (N)    091 49 43.     (W)     SCALED    
 BJ0165* NAVD 88     -        13.837  (meters)      45.40   (feet)  ADJUSTED  
 BJ0165  ___________________________________________________________________
 BJ0165  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0165  DYNAMIC HT  -          13.820 (meters)      45.34  (feet)  COMP
 BJ0165  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 BJ0165
 BJ0165  VERT ORDER  -  FIRST     CLASS I
 BJ0165
 BJ0165.The horizontal coordinates were scaled from a topographic map and have
 BJ0165.an estimated accuracy of +/- 6 seconds.
 BJ0165
 BJ0165.The orthometric height was determined by differential leveling
 BJ0165.and adjusted by the National Geodetic Survey in February 1994..
 BJ0165
 BJ0165.The geoid height was determined by GEOID03.
 BJ0165
 BJ0165.The dynamic height is computed by dividing the NAVD 88
 BJ0165.geopotential number by the normal gravity value computed on the
 BJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0165.degrees latitude (g = 980.6199 gals.).
 BJ0165
 BJ0165.The modeled gravity was interpolated from observed gravity values.
 BJ0165
 BJ0165;                    North         East    Units  Estimated Accuracy
 BJ0165;SPC LA N     -    54,380.    1,064,130.      MT  (+/- 180 meters Scaled)
 BJ0165
 BJ0165                          SUPERSEDED SURVEY CONTROL
 BJ0165
 BJ0165  NAVD 88 (06/15/91)   13.862  (m)           45.48   (f) UNKNOWN     1 1
 BJ0165  NGVD 29 (??/??/??)   13.814  (m)           45.32   (f) ADJUSTED    1 1
 BJ0165
 BJ0165.Superseded values are not recommended for survey control.
 BJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0165.See file dsdata.txt to determine how the superseded data were derived.
 BJ0165
 BJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ118289(NAD 83)
 BJ0165_MARKER: DB = BENCH MARK DISK
 BJ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0165_STAMPING: N 250 1966
 BJ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0165+STABILITY: SURFACE MOTION
 BJ0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0165+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BJ0165
 BJ0165  HISTORY     - Date     Condition        Report By
 BJ0165  HISTORY     - 1966     MONUMENTED       CGS
 BJ0165  HISTORY     - 1976     GOOD             NGS
 BJ0165  HISTORY     - 1977     GOOD             NGS
 BJ0165  HISTORY     - 20040515 GOOD             USPSQD
 BJ0165  HISTORY     - 20050629 GOOD             USPSQD
 BJ0165
 BJ0165                          STATION DESCRIPTION
 BJ0165
 BJ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0165'1.05 MI W FROM SIMMESPORT.
 BJ0165'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING
 BJ0165'CATHOLIC CHURCH AT SIMMESPORT, IN SECTION 11, T 1 S, R 6 E, ABOUT 0.25
 BJ0165'MILE WEST OF A SHARP CURVE IN THE HIGHWAY, 74 FEET SOUTH OF THE CENTER
 BJ0165'LINE OF THE HIGHWAY, 18 1/2 FEET EAST OF THE CENTER LINE OF A PRIVATE
 BJ0165'SHELL ROAD LEADING SOUTH TO A SMALL LAKE, 199 FEET EAST OF A POWER
 BJ0165'POLE BEARING A TRANSFORMER, 9 1/2 FEET EAST OF THE MORE EASTERLY OF 2
 BJ0165'BRICK PILLARS AT THE ENTRANCE TO THE LAKE, 2 FEET NORTH OF A FENCE,
 BJ0165'1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 BJ0165'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BJ0165'6 INCHES.
 BJ0165
 BJ0165                          STATION RECOVERY (1976)
 BJ0165
 BJ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0165'1.1 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION WITH STATE
 BJ0165'HIGHWAY 105, 74.5 FT SOUTH OF THE CENTER LINE OF HIGHWAY 1, 18.5 FT
 BJ0165'EAST OF THE CENTER LINE OF A PRIVATE CONCRETE DRIVEWAY LEADING TO A
 BJ0165'TWO STORY BRICK HOUSE, 2.8 FT NORTHEAST OF A 6 INCH PALM TREE
 BJ0165
 BJ0165                          STATION RECOVERY (1977)
 BJ0165
 BJ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0165'1.1 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0165'HIGHWAY 105, 74 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 18
 BJ0165'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY SOUTH TO A
 BJ0165'SMALL PRIVATE LAKE AND A TWO STORY HOUSE, 199 FEET EAST OF A
 BJ0165'POWER POLE WITH TRANSFORMER.
 BJ0165
 BJ0165                          STATION RECOVERY (2004)
 BJ0165
 BJ0165'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0165'RECOVERED AS DESCRIBED.
 BJ0165
 BJ0165                          STATION RECOVERY (2005)
 BJ0165
 BJ0165'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1657 ***********************************************************************
 BW1657  DESIGNATION -  N 251
 BW1657  PID         -  BW1657
 BW1657  STATE/COUNTY-  LA/CONCORDIA
 BW1657  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1657
 BW1657                         *CURRENT SURVEY CONTROL
 BW1657  ___________________________________________________________________
 BW1657* NAD 83(1986)-  31 36 51.     (N)    091 32 18.     (W)     SCALED    
 BW1657* NAVD 88     -        18.038  (meters)      59.18   (feet)  ADJUSTED  
 BW1657  ___________________________________________________________________
 BW1657  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW1657  DYNAMIC HT  -          18.017 (meters)      59.11  (feet)  COMP
 BW1657  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 BW1657
 BW1657  VERT ORDER  -  FIRST     CLASS II
 BW1657
 BW1657.The horizontal coordinates were scaled from a topographic map and have
 BW1657.an estimated accuracy of +/- 6 seconds.
 BW1657
 BW1657.The orthometric height was determined by differential leveling
 BW1657.and adjusted by the National Geodetic Survey in February 1994..
 BW1657
 BW1657.The geoid height was determined by GEOID03.
 BW1657
 BW1657.The dynamic height is computed by dividing the NAVD 88
 BW1657.geopotential number by the normal gravity value computed on the
 BW1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1657.degrees latitude (g = 980.6199 gals.).
 BW1657
 BW1657.The modeled gravity was interpolated from observed gravity values.
 BW1657
 BW1657;                    North         East    Units  Estimated Accuracy
 BW1657;SPC LA N     -   123,940.    1,091,240.      MT  (+/- 180 meters Scaled)
 BW1657
 BW1657                          SUPERSEDED SURVEY CONTROL
 BW1657
 BW1657  NAVD 88 (06/15/91)   18.055  (m)           59.24   (f) UNKNOWN     1 2
 BW1657  NGVD 29 (??/??/??)   18.039  (m)           59.18   (f) ADJUSTED    1 2
 BW1657
 BW1657.Superseded values are not recommended for survey control.
 BW1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1657.See file dsdata.txt to determine how the superseded data were derived.
 BW1657
 BW1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ386985(NAD 83)
 BW1657_MARKER: DB = BENCH MARK DISK
 BW1657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1657_SP_SET: FOUNDATION
 BW1657_STAMPING: N 251 1966
 BW1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1657
 BW1657  HISTORY     - Date     Condition        Report By
 BW1657  HISTORY     - 1966     MONUMENTED       CGS
 BW1657  HISTORY     - 1979     GOOD             NGS
 BW1657  HISTORY     - 1985     GOOD             LADTD
 BW1657
 BW1657                          STATION DESCRIPTION
 BW1657
 BW1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1657'1.7 MI SE FROM FERRIDAY.
 BW1657'ABOUT 0.1 MILE NORTH ALONG LOUISIANA AVENUE FROM THE POST OFFICE AT
 BW1657'FERRIDAY, THENCE 1.6 MILES SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84, AT
 BW1657'THE OFFICE PARKING LOT FOR THE FERRIDAY DIVISION OF THE ASHLAND PIPE
 BW1657'LINE COMPANY, 171 FEET NORTH OF THE CENTER LINE OF A MEDIAN IN THE
 BW1657'CENTER OF THE 4-LANE HIGHWAY, 54 FEET NORTHEAST OF THE NORTHEAST
 BW1657'CORNER OF THE OFFICE BUILDING, SET IN THE TOP OF THE SOUTH SIDE OF THE
 BW1657'CONCRETE FOUNDATION OF A METAL RADIO TOWER, 4 INCHES SOUTH OF A SMALL
 BW1657'METAL BRACE AT THE BASE OF THE TOWER, AND FLUSH WITH THE GROUND.
 BW1657
 BW1657                          STATION RECOVERY (1979)
 BW1657
 BW1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1657'NOTE-THE MARK AT THIS TIME WAS UNDER WATER, BUT WAS STILL IN GOOD
 BW1657'CONDITION.
 BW1657
 BW1657                          STATION RECOVERY (1985)
 BW1657
 BW1657'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BW1657'THE ASHLAND PIPE LINE COMPANY IS GOING TO REMOVE THIER TOWER AND
 BW1657'FOUNDATION WHERE THE MARK IS LOCATED. AT THIS TIME A NEW MARK
 BW1657'STAMPED---N 251 RESET 1985---WAS ESTABLISHED WITH ELEVATIONS
 BW1657'TRANSFERED TO THE NEW MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2571 ***********************************************************************
 BW2571  DESIGNATION -  N 251 RESET
 BW2571  PID         -  BW2571
 BW2571  STATE/COUNTY-  LA/CONCORDIA
 BW2571  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2571
 BW2571                         *CURRENT SURVEY CONTROL
 BW2571  ___________________________________________________________________
 BW2571* NAD 83(1986)-  31 36 51.     (N)    091 32 18.     (W)     SCALED    
 BW2571* NAVD 88     -        18.29   (meters)      60.0    (feet)  RESET     
 BW2571  ___________________________________________________________________
 BW2571  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW2571
 BW2571  VERT ORDER  -  THIRD
 BW2571
 BW2571.The horizontal coordinates were scaled from a topographic map and have
 BW2571.an estimated accuracy of +/- 6 seconds.
 BW2571
 BW2571.The orthometric height was computed from unverified reset data.
 BW2571.No vertical observational check was made to the station.
 BW2571
 BW2571.The geoid height was determined by GEOID03.
 BW2571
 BW2571;                    North         East    Units  Estimated Accuracy
 BW2571;SPC LA N     -   123,940.    1,091,240.      MT  (+/- 180 meters Scaled)
 BW2571
 BW2571                          SUPERSEDED SURVEY CONTROL
 BW2571
 BW2571  NGVD 29 (09/18/05)   18.29   (m)           60.0    (f) RESET       3  
 BW2571
 BW2571.Superseded values are not recommended for survey control.
 BW2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2571.See file dsdata.txt to determine how the superseded data were derived.
 BW2571
 BW2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ386985(NAD 83)
 BW2571_MARKER: DD = SURVEY DISK
 BW2571_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BW2571_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BW2571_STAMPING: N 251 RESET 1985
 BW2571_MARK LOGO: LADTD 
 BW2571_PROJECTION: FLUSH
 BW2571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW2571_ROD/PIPE-DEPTH: 6.1  meters
 BW2571_SLEEVE-DEPTH  : 0.5 meters
 BW2571
 BW2571  HISTORY     - Date     Condition        Report By
 BW2571  HISTORY     - 1985     MONUMENTED       LADTD
 BW2571
 BW2571                          STATION DESCRIPTION
 BW2571
 BW2571'DESCRIBED BY LA TRANSP AND DEV 1985
 BW2571'2.7 KM (1.70 MI) SE FROM FERRIDAY.
 BW2571'0.2 KM (0.10 MI) WEST ON LOUISIANA AVENUE FROM THE POST OFFICE IN
 BW2571'FERRIDAY, THENCE ABOUT 2.6 KM (1.60 MI) SOUTHEAST ON US HIGHWAYS 65
 BW2571'AND 84 TO THE FERRIDAY DIVISION OF THE ASHLAND PIPE LINE COMPANY ON
 BW2571'THE LEFT WITH THE MARK SET EAST OF THE OFFICE BUILDING IN FRONT OF
 BW2571'THE COMPANY YARD NEAR A CHAIN LINK FENCE, 19.2 M (63.0 FT)
 BW2571'WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX, 1.5 M (4.9 FT) NORTH OF
 BW2571'THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 7 M (23.0 FT)
 BW2571'EAST-NORTHEAST OF THE EAST END OF A CEMENT BOX CULVERT, 4.9 M
 BW2571'(16.1 FT) SOUTHWEST OF A POWERPOLE WITH SECURITY LIGHT, AND 0.5 M
 BW2571'(1.6 FT) SOUTH OF A CHAIN LINK FENCE. NOTE--ACCESS TO DATUM POINT IS
 BW2571'HAD THROUGH A 5-INCH LOGO CAP.
 BW2571'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 BW2571'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0673 ***********************************************************************
 BW0673  DESIGNATION -  N 252
 BW0673  PID         -  BW0673
 BW0673  STATE/COUNTY-  LA/CONCORDIA
 BW0673  USGS QUAD   -  NATCHEZ (1976)
 BW0673
 BW0673                         *CURRENT SURVEY CONTROL
 BW0673  ___________________________________________________________________
 BW0673* NAD 83(1986)-  31 32 39.     (N)    091 29 26.     (W)     SCALED    
 BW0673* NAVD 88     -        18.726  (meters)      61.44   (feet)  ADJUSTED  
 BW0673  ___________________________________________________________________
 BW0673  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0673  DYNAMIC HT  -          18.703 (meters)      61.36  (feet)  COMP
 BW0673  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 BW0673
 BW0673  VERT ORDER  -  FIRST     CLASS II
 BW0673
 BW0673.The horizontal coordinates were scaled from a topographic map and have
 BW0673.an estimated accuracy of +/- 6 seconds.
 BW0673
 BW0673.The orthometric height was determined by differential leveling
 BW0673.and adjusted by the National Geodetic Survey in February 1994..
 BW0673
 BW0673.The geoid height was determined by GEOID03.
 BW0673
 BW0673.The dynamic height is computed by dividing the NAVD 88
 BW0673.geopotential number by the normal gravity value computed on the
 BW0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0673.degrees latitude (g = 980.6199 gals.).
 BW0673
 BW0673.The modeled gravity was interpolated from observed gravity values.
 BW0673
 BW0673;                    North         East    Units  Estimated Accuracy
 BW0673;SPC LA N     -   116,220.    1,095,850.      MT  (+/- 180 meters Scaled)
 BW0673
 BW0673                          SUPERSEDED SURVEY CONTROL
 BW0673
 BW0673  NAVD 88 (06/15/91)   18.745  (m)           61.50   (f) UNKNOWN     1 2
 BW0673  NGVD 29 (??/??/??)   18.722  (m)           61.42   (f) ADJUSTED    1 2
 BW0673
 BW0673.Superseded values are not recommended for survey control.
 BW0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0673.See file dsdata.txt to determine how the superseded data were derived.
 BW0673
 BW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ432908(NAD 83)
 BW0673_MARKER: DB = BENCH MARK DISK
 BW0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0673_SP_SET: FOUNDATION
 BW0673_STAMPING: N 252 1966
 BW0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0673
 BW0673  HISTORY     - Date     Condition        Report By
 BW0673  HISTORY     - 1966     MONUMENTED       CGS
 BW0673  HISTORY     - 1979     GOOD             NGS
 BW0673
 BW0673                          STATION DESCRIPTION
 BW0673
 BW0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0673'4.55 MI SW FROM VIDALIA.
 BW0673'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0673'AT VIDALIA, THENCE 4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 131, IN
 BW0673'SECTION 24, T 7 N, R 4 W, AT OIL WELL NUMBER 2 JAMES AND CHARLES
 BW0673'BIGLANE LEASE SERIAL NUMBER 109689, 72 FEET SOUTH OF THE CENTER LINE
 BW0673'OF THE HIGHWAY, SET IN THE TOP OF THE CONCRETE FOUNDATION AROUND THE
 BW0673'OIL WELL CASING, 49 FEET SOUTHEAST OF A LONE 36-INCH PECAN TREE, 31
 BW0673'FEET SOUTH OF THE HIGHWAY RIGHT-OF-WAY FENCE, 11 1/2 FEET
 BW0673'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BASE OF THE PUMP, 8 FEET
 BW0673'NORTHEAST OF THE WELL CASING, 2 FEET SOUTHWEST OF A PIPE FENCE CORNER,
 BW0673'AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW0673
 BW0673                          STATION RECOVERY (1979)
 BW0673
 BW0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1233 ***********************************************************************
 BW1233  DESIGNATION -  N 253
 BW1233  PID         -  BW1233
 BW1233  STATE/COUNTY-  LA/CONCORDIA
 BW1233  USGS QUAD   -  FAIRVIEW (1983)
 BW1233
 BW1233                         *CURRENT SURVEY CONTROL
 BW1233  ___________________________________________________________________
 BW1233* NAD 83(1986)-  31 17 43.     (N)    091 33 36.     (W)     SCALED    
 BW1233* NAVD 88     -        16.888  (meters)      55.41   (feet)  ADJUSTED  
 BW1233  ___________________________________________________________________
 BW1233  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BW1233  DYNAMIC HT  -          16.867 (meters)      55.34  (feet)  COMP
 BW1233  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 BW1233
 BW1233  VERT ORDER  -  FIRST     CLASS II
 BW1233
 BW1233.The horizontal coordinates were scaled from a topographic map and have
 BW1233.an estimated accuracy of +/- 6 seconds.
 BW1233
 BW1233.The orthometric height was determined by differential leveling
 BW1233.and adjusted by the National Geodetic Survey in February 1994..
 BW1233
 BW1233.The geoid height was determined by GEOID03.
 BW1233
 BW1233.The dynamic height is computed by dividing the NAVD 88
 BW1233.geopotential number by the normal gravity value computed on the
 BW1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1233.degrees latitude (g = 980.6199 gals.).
 BW1233
 BW1233.The modeled gravity was interpolated from observed gravity values.
 BW1233
 BW1233;                    North         East    Units  Estimated Accuracy
 BW1233;SPC LA N     -    88,570.    1,089,490.      MT  (+/- 180 meters Scaled)
 BW1233
 BW1233                          SUPERSEDED SURVEY CONTROL
 BW1233
 BW1233  NAVD 88 (06/15/91)   16.910  (m)           55.48   (f) UNKNOWN     1 2
 BW1233  NGVD 29 (??/??/??)   16.871  (m)           55.35   (f) ADJUSTED    1 2
 BW1233
 BW1233.Superseded values are not recommended for survey control.
 BW1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1233.See file dsdata.txt to determine how the superseded data were derived.
 BW1233
 BW1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ370632(NAD 83)
 BW1233_MARKER: DB = BENCH MARK DISK
 BW1233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1233_SP_SET: FOUNDATION
 BW1233_STAMPING: N 253 1966
 BW1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1233
 BW1233  HISTORY     - Date     Condition        Report By
 BW1233  HISTORY     - 1966     MONUMENTED       CGS
 BW1233  HISTORY     - 1979     GOOD             NGS
 BW1233
 BW1233                          STATION DESCRIPTION
 BW1233
 BW1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1233'12.45 MI NE FROM SHAW.
 BW1233'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1233'SCHOOLHOUSE AT SHAW, THENCE 4.8 MILES NORTHEAST ALONG A GRAVELED ROAD,
 BW1233'IN SECTION 13, T 4 N, R 9 E, AT OIL WELL SHARP NO 1 SERIAL NO. 89133,
 BW1233'107 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 BW1233'THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF THE PUMP AT THE WELL,
 BW1233'154 FEET EAST OF A LONE 56-INCH OAK TREE, 48 FEET NORTHWEST OF A POWER
 BW1233'POLE, 6 1/2 FEET EAST OF THE OIL WELL CASING, ABOUT 3 FEET ABOVE THE
 BW1233'LEVEL OF THE ROAD, AND ABOUT LEVEL WITH THE GROUND.
 BW1233
 BW1233                          STATION RECOVERY (1979)
 BW1233
 BW1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2317 ***********************************************************************
 CP2317  DESIGNATION -  N 254
 CP2317  PID         -  CP2317
 CP2317  STATE/COUNTY-  LA/MADISON
 CP2317  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2317
 CP2317                         *CURRENT SURVEY CONTROL
 CP2317  ___________________________________________________________________
 CP2317* NAD 83(1986)-  32 19 27.     (N)    090 55 28.     (W)     SCALED    
 CP2317* NAVD 88     -        34.127  (meters)     111.97   (feet)  ADJUSTED  
 CP2317  ___________________________________________________________________
 CP2317  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP2317  DYNAMIC HT  -          34.088 (meters)     111.84  (feet)  COMP
 CP2317  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CP2317
 CP2317  VERT ORDER  -  FIRST     CLASS I
 CP2317
 CP2317.The horizontal coordinates were scaled from a topographic map and have
 CP2317.an estimated accuracy of +/- 6 seconds.
 CP2317
 CP2317.The orthometric height was determined by differential leveling
 CP2317.and adjusted by the National Geodetic Survey in July 2002..
 CP2317.WARNING-Repeat measurements at this control monument indicate possible
 CP2317.vertical movement.
 CP2317
 CP2317.The geoid height was determined by GEOID03.
 CP2317
 CP2317.The dynamic height is computed by dividing the NAVD 88
 CP2317.geopotential number by the normal gravity value computed on the
 CP2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2317.degrees latitude (g = 980.6199 gals.).
 CP2317
 CP2317.The modeled gravity was interpolated from observed gravity values.
 CP2317
 CP2317;                    North         East    Units  Estimated Accuracy
 CP2317;SPC LA N     -   203,340.    1,148,340.      MT  (+/- 180 meters Scaled)
 CP2317
 CP2317                          SUPERSEDED SURVEY CONTROL
 CP2317
 CP2317  NAVD 88 (06/15/91)   34.170  (m)          112.11   (f) UNKNOWN     1 1
 CP2317  NGVD 29 (??/??/??)   34.203  (m)          112.21   (f) ADJUSTED    1 1
 CP2317
 CP2317.Superseded values are not recommended for survey control.
 CP2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2317.See file dsdata.txt to determine how the superseded data were derived.
 CP2317
 CP2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR953782(NAD 83)
 CP2317_MARKER: DB = BENCH MARK DISK
 CP2317_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP2317_SP_SET: BRIDGE ABUTMENT
 CP2317_STAMPING: N 254 1968
 CP2317_MARK LOGO: CGS   
 CP2317_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2317+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1996
 CP2317
 CP2317  HISTORY     - Date     Condition        Report By
 CP2317  HISTORY     - 1968     MONUMENTED
 CP2317  HISTORY     - 1979     GOOD             NGS
 CP2317  HISTORY     - 1990     GOOD             USPSQD
 CP2317  HISTORY     - 19960301 GOOD             NGS
 CP2317  HISTORY     - 19960317 GOOD             NGS
 CP2317
 CP2317                          STATION DESCRIPTION
 CP2317
 CP2317'DESCRIBED 1968
 CP2317'0.2 MILE EAST FROM DELTA.
 CP2317'ABOUT 0.2 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP2317'POST OFFICE AT DELTA, AT THE WEST END OF A RAILROAD BRIDGE OVER THE
 CP2317'MISSISSIPPI RIVER, 7.5 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP
 CP2317'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, AND
 CP2317'ABOUT 1.5 FEET BELOW THE LEVEL OF THE TRACK.
 CP2317
 CP2317                          STATION RECOVERY (1979)
 CP2317
 CP2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CP2317'RECOVERED IN GOOD CONDITION.
 CP2317
 CP2317                          STATION RECOVERY (1990)
 CP2317
 CP2317'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP2317'RECOVERED IN GOOD CONDITION.
 CP2317
 CP2317                          STATION RECOVERY (1996)
 CP2317
 CP2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 CP2317'RECOVERED AS DESCRIBED.
 CP2317
 CP2317                          STATION RECOVERY (1996)
 CP2317
 CP2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CP2317'IN DELTA POINT, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF
 CP2317'THE WEST CONCRETE ABUTMENT OF THE NORFOLK SOUTHERN RAILROAD BRIDGE
 CP2317'SPANNING THE MISSISSIPPI RIVER, 1.5 M (4.9 FT) SOUTH OF THE NEAR RAIL,
 CP2317'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0029 ***********************************************************************
 CQ0029  DESIGNATION -  N 255
 CQ0029  PID         -  CQ0029
 CQ0029  STATE/COUNTY-  LA/OUACHITA
 CQ0029  USGS QUAD   -  MONROE NORTH (1994)
 CQ0029
 CQ0029                         *CURRENT SURVEY CONTROL
 CQ0029  ___________________________________________________________________
 CQ0029* NAD 83(1986)-  32 31 29.     (N)    092 07 23.     (W)     SCALED    
 CQ0029* NAVD 88     -        23.088  (meters)      75.75   (feet)  ADJUSTED  
 CQ0029  ___________________________________________________________________
 CQ0029  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0029  DYNAMIC HT  -          23.063 (meters)      75.67  (feet)  COMP
 CQ0029  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 CQ0029
 CQ0029  VERT ORDER  -  FIRST     CLASS I
 CQ0029
 CQ0029.The horizontal coordinates were scaled from a topographic map and have
 CQ0029.an estimated accuracy of +/- 6 seconds.
 CQ0029
 CQ0029.The orthometric height was determined by differential leveling
 CQ0029.and adjusted by the National Geodetic Survey in June 1991..
 CQ0029
 CQ0029.The geoid height was determined by GEOID03.
 CQ0029
 CQ0029.The dynamic height is computed by dividing the NAVD 88
 CQ0029.geopotential number by the normal gravity value computed on the
 CQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0029.degrees latitude (g = 980.6199 gals.).
 CQ0029
 CQ0029.The modeled gravity was interpolated from observed gravity values.
 CQ0029
 CQ0029;                    North         East    Units  Estimated Accuracy
 CQ0029;SPC LA N     -   224,560.    1,035,410.      MT  (+/- 180 meters Scaled)
 CQ0029
 CQ0029                          SUPERSEDED SURVEY CONTROL
 CQ0029
 CQ0029  NGVD 29 (??/??/??)   23.135  (m)           75.90   (f) ADJUSTED    1 1
 CQ0029
 CQ0029.Superseded values are not recommended for survey control.
 CQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0029.See file dsdata.txt to determine how the superseded data were derived.
 CQ0029
 CQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR823989(NAD 83)
 CQ0029_MARKER: DB = BENCH MARK DISK
 CQ0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0029_SP_SET: CULVERT
 CQ0029_STAMPING: N 255 1968
 CQ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0029+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ0029
 CQ0029  HISTORY     - Date     Condition        Report By
 CQ0029  HISTORY     - 1968     MONUMENTED       CGS
 CQ0029  HISTORY     - 1969     GOOD             CGS
 CQ0029  HISTORY     - 19961102 GOOD             USPSQD
 CQ0029  HISTORY     - 20030301 GOOD             USPSQD
 CQ0029
 CQ0029                          STATION DESCRIPTION
 CQ0029
 CQ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0029'2.65 MI NW FROM MONROE.
 CQ0029'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0029'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0029'THENCE 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 80 WHICH IS LOUISVILLE
 CQ0029'STREET, THENCE 1.0 MILE NORTHWEST ALONG RIVERSIDE DRIVE, THENCE 0.55
 CQ0029'MILE NORTHEAST ALONG FORSYTHE AVENUE, 20 FEET SOUTHEAST OF THE CENTER
 CQ0029'LINE OF THE SOUTHEAST TRAFFIC LAND OF THE AVENUE, 43 FEET NORTHEAST OF
 CQ0029'THE CENTER LINE OF NORTH 10TH STREET, SET IN THE TOP OF THE NORTHEAST
 CQ0029'END OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE AVENUE,
 CQ0029'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
 CQ0029
 CQ0029                          STATION RECOVERY (1996)
 CQ0029
 CQ0029'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0029'RECOVERED IN GOOD CONDITION.
 CQ0029
 CQ0029                          STATION RECOVERY (2003)
 CQ0029
 CQ0029'RECOVERY NOTE BY US POWER SQUADRON 2003 (LIL)
 CQ0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0978 ***********************************************************************
 CQ0978  DESIGNATION -  N 256
 CQ0978  PID         -  CQ0978
 CQ0978  STATE/COUNTY-  LA/LINCOLN
 CQ0978  USGS QUAD   -  RUSTON WEST (1994)
 CQ0978
 CQ0978                         *CURRENT SURVEY CONTROL
 CQ0978  ___________________________________________________________________
 CQ0978* NAD 83(1986)-  32 31 44.     (N)    092 39 57.     (W)     SCALED    
 CQ0978* NAVD 88     -        75.456  (meters)     247.56   (feet)  ADJUSTED  
 CQ0978  ___________________________________________________________________
 CQ0978  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0978  DYNAMIC HT  -          75.372 (meters)     247.28  (feet)  COMP
 CQ0978  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 CQ0978
 CQ0978  VERT ORDER  -  FIRST     CLASS I
 CQ0978
 CQ0978.The horizontal coordinates were scaled from a topographic map and have
 CQ0978.an estimated accuracy of +/- 6 seconds.
 CQ0978
 CQ0978.The orthometric height was determined by differential leveling
 CQ0978.and adjusted by the National Geodetic Survey in June 1991..
 CQ0978
 CQ0978.The geoid height was determined by GEOID03.
 CQ0978
 CQ0978.The dynamic height is computed by dividing the NAVD 88
 CQ0978.geopotential number by the normal gravity value computed on the
 CQ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0978.degrees latitude (g = 980.6199 gals.).
 CQ0978
 CQ0978.The modeled gravity was interpolated from observed gravity values.
 CQ0978
 CQ0978;                    North         East    Units  Estimated Accuracy
 CQ0978;SPC LA N     -   224,970.      984,420.      MT  (+/- 180 meters Scaled)
 CQ0978
 CQ0978                          SUPERSEDED SURVEY CONTROL
 CQ0978
 CQ0978  NGVD 29 (??/??/??)   75.526  (m)          247.79   (f) ADJUSTED    1 1
 CQ0978
 CQ0978.Superseded values are not recommended for survey control.
 CQ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0978.See file dsdata.txt to determine how the superseded data were derived.
 CQ0978
 CQ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR313991(NAD 83)
 CQ0978_MARKER: DB = BENCH MARK DISK
 CQ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0978_STAMPING: N 256 1968
 CQ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0978+STABILITY: SURFACE MOTION
 CQ0978
 CQ0978  HISTORY     - Date     Condition        Report By
 CQ0978  HISTORY     - 1968     MONUMENTED       CGS
 CQ0978  HISTORY     - 1969     GOOD             CGS
 CQ0978  HISTORY     - 1985     GOOD             LOCSUR
 CQ0978  HISTORY     - 1987     GOOD             USPSQD
 CQ0978  HISTORY     - 20040131 GOOD             USPSQD
 CQ0978
 CQ0978                          STATION DESCRIPTION
 CQ0978
 CQ0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0978'1.7 MI W FROM RUSTON.
 CQ0978'ABOUT 0.1 MILE NORTH ALONG VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND
 CQ0978'167 FROM THE COURTHOUSE AT RUSTON, THENCE 1.6 MILES WEST ALONG THE
 CQ0978'ILLINOIS CENTRAL RAILROAD, AT A CROSSING OF THE RAILROAD AND A PAVED
 CQ0978'ROAD, IN SECTION 22, T 18 N, R 3 W, 47 1/2 FEET SOUTH OF THE SOUTH
 CQ0978'RAIL, 88 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 72 FEET WEST OF
 CQ0978'THE CENTER LINE OF THE PAVED ROAD, 46 1/2 FEET WEST OF A POWER POLE
 CQ0978'WHICH BEARS A LIGHT METER AND A TRANSFORMER, 1.3 FEET SOUTH OF A METAL
 CQ0978'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 CQ0978'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 CQ0978'OF THE GROUND.
 CQ0978
 CQ0978                          STATION RECOVERY (1985)
 CQ0978
 CQ0978'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CQ0978'MARK IS IN SOUTHWEST OF INTERSECTION AT ILLINOIS CENTERAL RAILROAD
 CQ0978'AND A PAVED ROAD. NOW KNOWN AS MAPLE STREET 72' WEST OF MAPLE STREET.
 CQ0978'47 1/2' SOUTH AT SOUTH MAIL OF RAILROAD.
 CQ0978
 CQ0978                          STATION RECOVERY (1987)
 CQ0978
 CQ0978'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0978'RECOVERED IN GOOD CONDITION.
 CQ0978
 CQ0978                          STATION RECOVERY (2004)
 CQ0978
 CQ0978'RECOVERY NOTE BY US POWER SQUADRON 2004 (SJ)
 CQ0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2026 ***********************************************************************
 CQ2026  DESIGNATION -  N 257
 CQ2026  PID         -  CQ2026
 CQ2026  STATE/COUNTY-  LA/BOSSIER
 CQ2026  USGS QUAD   -  EASTWOOD (1975)
 CQ2026
 CQ2026                         *CURRENT SURVEY CONTROL
 CQ2026  ___________________________________________________________________
 CQ2026* NAD 83(1986)-  32 32 01.     (N)    093 35 47.     (W)     SCALED    
 CQ2026* NAVD 88     -        63.278  (meters)     207.60   (feet)  ADJUSTED  
 CQ2026  ___________________________________________________________________
 CQ2026  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2026  DYNAMIC HT  -          63.207 (meters)     207.37  (feet)  COMP
 CQ2026  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CQ2026
 CQ2026  VERT ORDER  -  FIRST     CLASS I
 CQ2026
 CQ2026.The horizontal coordinates were scaled from a topographic map and have
 CQ2026.an estimated accuracy of +/- 6 seconds.
 CQ2026
 CQ2026.The orthometric height was determined by differential leveling
 CQ2026.and adjusted by the National Geodetic Survey in June 1991..
 CQ2026
 CQ2026.The geoid height was determined by GEOID03.
 CQ2026
 CQ2026.The dynamic height is computed by dividing the NAVD 88
 CQ2026.geopotential number by the normal gravity value computed on the
 CQ2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2026.degrees latitude (g = 980.6199 gals.).
 CQ2026
 CQ2026.The modeled gravity was interpolated from observed gravity values.
 CQ2026
 CQ2026;                    North         East    Units  Estimated Accuracy
 CQ2026;SPC LA N     -   226,000.      897,010.      MT  (+/- 180 meters Scaled)
 CQ2026
 CQ2026                          SUPERSEDED SURVEY CONTROL
 CQ2026
 CQ2026  NGVD 29 (??/??/??)   63.351  (m)          207.84   (f) ADJUSTED    1 1
 CQ2026
 CQ2026.Superseded values are not recommended for survey control.
 CQ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2026.See file dsdata.txt to determine how the superseded data were derived.
 CQ2026
 CQ2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR439997(NAD 83)
 CQ2026_MARKER: DB = BENCH MARK DISK
 CQ2026_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2026_SP_SET: 46 FT
 CQ2026_STAMPING: N 257 1968
 CQ2026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2026
 CQ2026  HISTORY     - Date     Condition        Report By
 CQ2026  HISTORY     - 1968     MONUMENTED       CGS
 CQ2026  HISTORY     - 1969     GOOD             CGS
 CQ2026  HISTORY     - 20020511 GOOD             USPS
 CQ2026
 CQ2026                          STATION DESCRIPTION
 CQ2026
 CQ2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2026'5.5 MI W FROM HAUGHTON.
 CQ2026'ABOUT 5.5 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ2026'OFFICE AT HAUGHTON, IN SECTION 22, T 18 N, R 12 W, 0.2 MILE WEST OF
 CQ2026'MILEPOST 159, 70 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 CQ2026'89 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 CQ2026'GRAVELED ROAD WHICH LEADS SOUTH TO BARKSDALE AIR FORCE BASE, 47 FEET
 CQ2026'EAST OF THE CENTER LINE OF THE ROAD, 52 FEET NORTHWEST OF A TELEPHONE
 CQ2026'POLE, 23 FEET EAST OF A POWER POLE, 13 FEET SOUTHEAST OF A 10-INCH
 CQ2026'MULLBERRY TREE, 11 FEET SOUTHWEST OF A 12-INCH GUM TREE, 1 1/2 FEET
 CQ2026'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CQ2026'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 CQ2026'TO A DEPTH OF 46 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH
 CQ2026'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ2026
 CQ2026                          STATION RECOVERY (2002)
 CQ2026
 CQ2026'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1275 ***********************************************************************
 CQ1275  DESIGNATION -  N 258
 CQ1275  PID         -  CQ1275
 CQ1275  STATE/COUNTY-  LA/WEBSTER
 CQ1275  USGS QUAD   -  ADA (1986)
 CQ1275
 CQ1275                         *CURRENT SURVEY CONTROL
 CQ1275  ___________________________________________________________________
 CQ1275* NAD 83(1986)-  32 32 41.     (N)    093 11 43.     (W)     SCALED    
 CQ1275* NAVD 88     -        65.664  (meters)     215.43   (feet)  ADJUSTED  
 CQ1275  ___________________________________________________________________
 CQ1275  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ1275  DYNAMIC HT  -          65.590 (meters)     215.19  (feet)  COMP
 CQ1275  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CQ1275
 CQ1275  VERT ORDER  -  FIRST     CLASS I
 CQ1275
 CQ1275.The horizontal coordinates were scaled from a topographic map and have
 CQ1275.an estimated accuracy of +/- 6 seconds.
 CQ1275
 CQ1275.The orthometric height was determined by differential leveling
 CQ1275.and adjusted by the National Geodetic Survey in June 1991..
 CQ1275
 CQ1275.The geoid height was determined by GEOID03.
 CQ1275
 CQ1275.The dynamic height is computed by dividing the NAVD 88
 CQ1275.geopotential number by the normal gravity value computed on the
 CQ1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1275.degrees latitude (g = 980.6199 gals.).
 CQ1275
 CQ1275.The modeled gravity was interpolated from observed gravity values.
 CQ1275
 CQ1275;                    North         East    Units  Estimated Accuracy
 CQ1275;SPC LA N     -   226,920.      934,700.      MT  (+/- 180 meters Scaled)
 CQ1275
 CQ1275                          SUPERSEDED SURVEY CONTROL
 CQ1275
 CQ1275  NGVD 29 (??/??/??)   65.741  (m)          215.69   (f) ADJUSTED    1 1
 CQ1275
 CQ1275.Superseded values are not recommended for survey control.
 CQ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1275.See file dsdata.txt to determine how the superseded data were derived.
 CQ1275
 CQ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS816008(NAD 83)
 CQ1275_MARKER: DB = BENCH MARK DISK
 CQ1275_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1275_SP_SET: 57 FT.
 CQ1275_STAMPING: N 258 1969
 CQ1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1275
 CQ1275  HISTORY     - Date     Condition        Report By
 CQ1275  HISTORY     - 1969     MONUMENTED       CGS
 CQ1275
 CQ1275                          STATION DESCRIPTION
 CQ1275
 CQ1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1275'2.9 MI E FROM DUBBERLY.
 CQ1275'ABOUT 2.9 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ1275'OFFICE AT DUBBERLY, IN SECTION 16, T 18 N, R 8 W, 18 1/2 POLES EAST OF
 CQ1275'MILEPOST 136, 57 FEET SOUTH OF THE SOUTH RAIL, 112 FEET SOUTHEAST OF
 CQ1275'THE CENTER OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 97 FEET
 CQ1275'EAST OF THE CENTER LINE OF THE ROAD, 76 FEET WEST OF POWER POLE NUMBER
 CQ1275'REA CO-OP 21, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 CQ1275'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 CQ1275'COATED ROD THAT IS DRIVEN TO A DEPTH OF 57 FEET AND IS ENCASED IN A
 CQ1275'6-INCH IRON PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CQ1275'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1792 ***********************************************************************
 CQ1792  DESIGNATION -  N 259
 CQ1792  PID         -  CQ1792
 CQ1792  STATE/COUNTY-  LA/CADDO
 CQ1792  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1792
 CQ1792                         *CURRENT SURVEY CONTROL
 CQ1792  ___________________________________________________________________
 CQ1792* NAD 83(1986)-  32 28 46.     (N)    093 42 59.     (W)     SCALED    
 CQ1792* NAVD 88     -        51.478  (meters)     168.89   (feet)  ADJUSTED  
 CQ1792  ___________________________________________________________________
 CQ1792  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1792  DYNAMIC HT  -          51.420 (meters)     168.70  (feet)  COMP
 CQ1792  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CQ1792
 CQ1792  VERT ORDER  -  FIRST     CLASS I
 CQ1792
 CQ1792.The horizontal coordinates were scaled from a topographic map and have
 CQ1792.an estimated accuracy of +/- 6 seconds.
 CQ1792
 CQ1792.The orthometric height was determined by differential leveling
 CQ1792.and adjusted by the National Geodetic Survey in June 1991..
 CQ1792
 CQ1792.The geoid height was determined by GEOID03.
 CQ1792
 CQ1792.The dynamic height is computed by dividing the NAVD 88
 CQ1792.geopotential number by the normal gravity value computed on the
 CQ1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1792.degrees latitude (g = 980.6199 gals.).
 CQ1792
 CQ1792.The modeled gravity was interpolated from observed gravity values.
 CQ1792
 CQ1792;                    North         East    Units  Estimated Accuracy
 CQ1792;SPC LA N     -   220,120.      885,670.      MT  (+/- 180 meters Scaled)
 CQ1792
 CQ1792                          SUPERSEDED SURVEY CONTROL
 CQ1792
 CQ1792  NGVD 29 (??/??/??)   51.544  (m)          169.11   (f) ADJUSTED    1 1
 CQ1792
 CQ1792.Superseded values are not recommended for survey control.
 CQ1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1792.See file dsdata.txt to determine how the superseded data were derived.
 CQ1792
 CQ1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR326938(NAD 83)
 CQ1792_MARKER: DB = BENCH MARK DISK
 CQ1792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1792_SP_SET: 72 FEET
 CQ1792_STAMPING: N 259 1969
 CQ1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1792
 CQ1792  HISTORY     - Date     Condition        Report By
 CQ1792  HISTORY     - 1969     MONUMENTED       CGS
 CQ1792  HISTORY     - 1977     GOOD             NGS
 CQ1792  HISTORY     - 1985     GOOD             USPSQD
 CQ1792  HISTORY     - 1987     GOOD             USPSQD
 CQ1792  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CQ1792
 CQ1792                          STATION DESCRIPTION
 CQ1792
 CQ1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1792'2.0 MI NE FROM SHREVEPORT.
 CQ1792'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE FROM
 CQ1792'THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, THENCE 0.4 MILE EAST
 CQ1792'ALONG STATE HIGHWAY 3032, OR ABOUT 0.7 MILE SOUTHWEST ALONG BARKSDALE
 CQ1792'BOULEVARD WEST FROM THE HEADQUARTERS BUILDING AT BARKSDALE AIR FORCE
 CQ1792'BASE, THENCE 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 3032, IN SECTION
 CQ1792'9, T 17 N, R 13 W, 71 FEET NORTHWEST OF THE CENTER LINE OF THE
 CQ1792'HIGHWAY, 36 FEET NORTHWEST OF THE CENTER OF A DIRT LEVEE, 22 FEET
 CQ1792'SOUTHWEST OF THE CENTER OF A METAL GATE, 26 FEET NORTHEAST OF 4 FLOOD
 CQ1792'LIGHTS WHICH ARE SUPPORTED BY A CHAIN LINK FENCE, 1 FOOT SOUTHEAST OF
 CQ1792'THE FENCE, ABOUT 8 FEET BELOW THE TOP OF THE LEVEE, AND ON THE TOP OF
 CQ1792'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 72 FEET AND
 CQ1792'IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE
 CQ1792'SURFACE OF THE GROUND.
 CQ1792
 CQ1792                          STATION RECOVERY (1977)
 CQ1792
 CQ1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1792'RECOVERED IN GOOD CONDITION.
 CQ1792
 CQ1792                          STATION RECOVERY (1985)
 CQ1792
 CQ1792'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1792'SOUTHFIELD STATION POST OFFICE AT SHREVEPORT HAS BEEN RELOCATED 0.2
 CQ1792'MILES SOUTH OF LOCATION IN DESCRIPTION. FLOOR LIGHTS ARE NO LONGER
 CQ1792'PRESENT. CHAIN LINK FENCE ENCLOSES A SOUTHWESTERN ELECTRIC POWER
 CQ1792'COMPANY TRANSFORMER STATION.
 CQ1792
 CQ1792                          STATION RECOVERY (1987)
 CQ1792
 CQ1792'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1792'RECOVERED IN GOOD CONDITION.
 CQ1792
 CQ1792                          STATION RECOVERY (1989)
 CQ1792
 CQ1792'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1834 ***********************************************************************
 CQ1834  DESIGNATION -  N 260
 CQ1834  PID         -  CQ1834
 CQ1834  STATE/COUNTY-  LA/CADDO
 CQ1834  USGS QUAD   -  ELM GROVE (1980)
 CQ1834
 CQ1834                         *CURRENT SURVEY CONTROL
 CQ1834  ___________________________________________________________________
 CQ1834* NAD 83(1986)-  32 18 08.     (N)    093 34 19.     (W)     SCALED    
 CQ1834* NAVD 88     -        45.28   (+/-2cm)     148.6    (feet)  VERTCON   
 CQ1834  ___________________________________________________________________
 CQ1834  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1834
 CQ1834  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1834
 CQ1834.The horizontal coordinates were scaled from a topographic map and have
 CQ1834.an estimated accuracy of +/- 6 seconds.
 CQ1834
 CQ1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1834.The vertical order pertains to the NGVD 29 superseded value.
 CQ1834
 CQ1834.The geoid height was determined by GEOID03.
 CQ1834
 CQ1834;                    North         East    Units  Estimated Accuracy
 CQ1834;SPC LA N     -   200,320.      899,050.      MT  (+/- 180 meters Scaled)
 CQ1834
 CQ1834                          SUPERSEDED SURVEY CONTROL
 CQ1834
 CQ1834  NGVD 29 (??/??/??)   45.336  (m)          148.74   (f) ADJUSTED    1 1
 CQ1834
 CQ1834.Superseded values are not recommended for survey control.
 CQ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1834.See file dsdata.txt to determine how the superseded data were derived.
 CQ1834
 CQ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR461740(NAD 83)
 CQ1834_MARKER: DB = BENCH MARK DISK
 CQ1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1834_STAMPING: N 260 1969
 CQ1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1834+STABILITY: SURFACE MOTION
 CQ1834
 CQ1834  HISTORY     - Date     Condition        Report By
 CQ1834  HISTORY     - 1969     MONUMENTED       CGS
 CQ1834  HISTORY     - 1985     GOOD             USPSQD
 CQ1834  HISTORY     - 1985     GOOD             USPSQD
 CQ1834  HISTORY     - 1987     GOOD             USPSQD
 CQ1834  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1834
 CQ1834                          STATION DESCRIPTION
 CQ1834
 CQ1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1834'13.9 MI SE FROM SHREVEPORT.
 CQ1834'ABOUT 13.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1834'STATION POST OFFICE AT SHREVEPORT, IN SECTION 11, T 15N, R 12 W, 60
 CQ1834'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 147 FEET SOUTHEAST
 CQ1834'OF A POWER POLE, 39 FEET SOUTHEAST OF A CORNER FENCE POST, 2 FEET
 CQ1834'SOUTHWEST OF THE FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST,
 CQ1834'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CQ1834'CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1834
 CQ1834                          STATION RECOVERY (1985)
 CQ1834
 CQ1834'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1834'SOUTHFIELD STATION POST OFFICE AT SHREVEPORT HAS BEEN RELOCATED 0.2
 CQ1834'MILES SOUTH OF ITS POSITION WHEN THE DESCRIPTION WAS WRITTEN.
 CQ1834
 CQ1834                          STATION RECOVERY (1985)
 CQ1834
 CQ1834'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1834'ABOUT 13.7 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1834'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1834'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1834
 CQ1834                          STATION RECOVERY (1987)
 CQ1834
 CQ1834'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1834'RECOVERED IN GOOD CONDITION.
 CQ1834
 CQ1834                          STATION RECOVERY (1999)
 CQ1834
 CQ1834'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2109 ***********************************************************************
 CQ2109  DESIGNATION -  N 260 RESET
 CQ2109  PID         -  CQ2109
 CQ2109  STATE/COUNTY-  LA/CADDO
 CQ2109  USGS QUAD   -  ELM GROVE (1980)
 CQ2109
 CQ2109                         *CURRENT SURVEY CONTROL
 CQ2109  ___________________________________________________________________
 CQ2109* NAD 83(1986)-  32 18 09.     (N)    093 34 21.     (W)     SCALED    
 CQ2109* NAVD 88     -        45.263  (meters)     148.50   (feet)  ADJUSTED  
 CQ2109  ___________________________________________________________________
 CQ2109  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2109  DYNAMIC HT  -          45.211 (meters)     148.33  (feet)  COMP
 CQ2109  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 CQ2109
 CQ2109  VERT ORDER  -  FIRST     CLASS I
 CQ2109
 CQ2109.The horizontal coordinates were scaled from a topographic map and have
 CQ2109.an estimated accuracy of +/- 6 seconds.
 CQ2109
 CQ2109.The orthometric height was determined by differential leveling
 CQ2109.and adjusted by the National Geodetic Survey in February 1994..
 CQ2109
 CQ2109.The geoid height was determined by GEOID03.
 CQ2109
 CQ2109.The dynamic height is computed by dividing the NAVD 88
 CQ2109.geopotential number by the normal gravity value computed on the
 CQ2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2109.degrees latitude (g = 980.6199 gals.).
 CQ2109
 CQ2109.The modeled gravity was interpolated from observed gravity values.
 CQ2109
 CQ2109;                    North         East    Units  Estimated Accuracy
 CQ2109;SPC LA N     -   200,350.      899,000.      MT  (+/- 180 meters Scaled)
 CQ2109
 CQ2109                          SUPERSEDED SURVEY CONTROL
 CQ2109
 CQ2109  NAVD 88 (06/15/91)   45.262  (m)          148.50   (f) UNKNOWN     1 1
 CQ2109  NGVD 29 (??/??/??)   45.316  (m)          148.67   (f) ADJUSTED    1 1
 CQ2109
 CQ2109.Superseded values are not recommended for survey control.
 CQ2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2109.See file dsdata.txt to determine how the superseded data were derived.
 CQ2109
 CQ2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR461741(NAD 83)
 CQ2109_MARKER: DB = BENCH MARK DISK
 CQ2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2109_SP_SET: CONCRETE POST
 CQ2109_STAMPING: N 260 RESET 1977
 CQ2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2109+STABILITY: SURFACE MOTION
 CQ2109
 CQ2109  HISTORY     - Date     Condition        Report By
 CQ2109  HISTORY     - 1977     MONUMENTED       NGS
 CQ2109  HISTORY     - 1977     GOOD             NGS
 CQ2109  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ2109  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ2109
 CQ2109                          STATION DESCRIPTION
 CQ2109
 CQ2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2109'13.9 MI SE FROM SHREVEPORT.
 CQ2109'13.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ2109'STATION POST OFFICE AT SHREVEPORT, 60 FEET NORTHEAST OF THE
 CQ2109'CENTER LINE OF THE HIGHWAY, 147 FEET SOUTHEAST OF A POWER
 CQ2109'LINE POLE, 19 FEET SOUTHEAST OF THE CENTER OF 2 SWINGING GATES,
 CQ2109'AND 2 FEET SOUTHWEST OF A BARBED WIRE FENCE. THIS MARK IS IN
 CQ2109'THE SAME CONCRETE POST AS IN BM N 260.
 CQ2109
 CQ2109                          STATION RECOVERY (1994)
 CQ2109
 CQ2109'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2109'MARK NOT FOUND.
 CQ2109
 CQ2109                          STATION RECOVERY (1999)
 CQ2109
 CQ2109'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1508 ***********************************************************************
 CQ1508  DESIGNATION -  N 261
 CQ1508  PID         -  CQ1508
 CQ1508  STATE/COUNTY-  LA/RED RIVER
 CQ1508  USGS QUAD   -  HARMON (1980)
 CQ1508
 CQ1508                         *CURRENT SURVEY CONTROL
 CQ1508  ___________________________________________________________________
 CQ1508* NAD 83(1986)-  32 03 19.     (N)    093 25 03.     (W)     SCALED    
 CQ1508* NAVD 88     -        40.044  (meters)     131.38   (feet)  ADJUSTED  
 CQ1508  ___________________________________________________________________
 CQ1508  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1508  DYNAMIC HT  -          39.997 (meters)     131.22  (feet)  COMP
 CQ1508  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 CQ1508
 CQ1508  VERT ORDER  -  FIRST     CLASS I
 CQ1508
 CQ1508.The horizontal coordinates were scaled from a topographic map and have
 CQ1508.an estimated accuracy of +/- 6 seconds.
 CQ1508
 CQ1508.The orthometric height was determined by differential leveling
 CQ1508.and adjusted by the National Geodetic Survey in February 1994..
 CQ1508
 CQ1508.The geoid height was determined by GEOID03.
 CQ1508
 CQ1508.The dynamic height is computed by dividing the NAVD 88
 CQ1508.geopotential number by the normal gravity value computed on the
 CQ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1508.degrees latitude (g = 980.6199 gals.).
 CQ1508
 CQ1508.The modeled gravity was interpolated from observed gravity values.
 CQ1508
 CQ1508;                    North         East    Units  Estimated Accuracy
 CQ1508;SPC LA N     -   172,810.      913,360.      MT  (+/- 180 meters Scaled)
 CQ1508
 CQ1508                          SUPERSEDED SURVEY CONTROL
 CQ1508
 CQ1508  NAVD 88 (06/15/91)   40.043  (m)          131.37   (f) UNKNOWN     1 1
 CQ1508  NGVD 29 (??/??/??)   40.103  (m)          131.57   (f) ADJUSTED    1 1
 CQ1508
 CQ1508.Superseded values are not recommended for survey control.
 CQ1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1508.See file dsdata.txt to determine how the superseded data were derived.
 CQ1508
 CQ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR605466(NAD 83)
 CQ1508_MARKER: DB = BENCH MARK DISK
 CQ1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1508_STAMPING: N 261 1969
 CQ1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1508+STABILITY: SURFACE MOTION
 CQ1508
 CQ1508  HISTORY     - Date     Condition        Report By
 CQ1508  HISTORY     - 1969     MONUMENTED       CGS
 CQ1508  HISTORY     - 1977     GOOD             NGS
 CQ1508  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1508
 CQ1508                          STATION DESCRIPTION
 CQ1508
 CQ1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1508'6.45 MI NW FROM COUSHATTA.
 CQ1508'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1508'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 3.95 MILES NORTHWEST
 CQ1508'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, 75 FEET NORTHEAST OF THE
 CQ1508'CENTER LINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 CQ1508'FENCE WHICH SURROUNDS A STATION OF THE CENTRAL LOUISIANA ELECTRIC
 CQ1508'COMPANY, 130 1/2 FEET SOUTHEAST OF THE MORE SOUTHEASTERLY OF 2 POWER
 CQ1508'POLES, 27 FEET SOUTHEAST OF THE CENTER OF A METAL GATE, 1 1/2 FEET
 CQ1508'SOUTHWEST OF A FENCE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 CQ1508'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CQ1508'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 CQ1508
 CQ1508                          STATION RECOVERY (1977)
 CQ1508
 CQ1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1508'RECOVERED IN GOOD CONDITION.
 CQ1508
 CQ1508                          STATION RECOVERY (1987)
 CQ1508
 CQ1508'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1110 ***********************************************************************
 BX1110  DESIGNATION -  N 262
 BX1110  PID         -  BX1110
 BX1110  STATE/COUNTY-  LA/RAPIDES
 BX1110  USGS QUAD   -  RAPIDES (1992)
 BX1110
 BX1110                         *CURRENT SURVEY CONTROL
 BX1110  ___________________________________________________________________
 BX1110* NAD 83(1986)-  31 21 53.     (N)    092 34 25.     (W)     SCALED    
 BX1110* NAVD 88     -        24.87   (+/-2cm)      81.6    (feet)  VERTCON   
 BX1110  ___________________________________________________________________
 BX1110  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX1110
 BX1110  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1110
 BX1110.The horizontal coordinates were scaled from a topographic map and have
 BX1110.an estimated accuracy of +/- 6 seconds.
 BX1110
 BX1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1110.The vertical order pertains to the NGVD 29 superseded value.
 BX1110
 BX1110.The geoid height was determined by GEOID03.
 BX1110
 BX1110;                    North         East    Units  Estimated Accuracy
 BX1110;SPC LA N     -    95,880.      993,000.      MT  (+/- 180 meters Scaled)
 BX1110
 BX1110                          SUPERSEDED SURVEY CONTROL
 BX1110
 BX1110  NGVD 29 (??/??/??)   24.867  (m)           81.58   (f) ADJUSTED    1 1
 BX1110
 BX1110.Superseded values are not recommended for survey control.
 BX1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1110.See file dsdata.txt to determine how the superseded data were derived.
 BX1110
 BX1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ405701(NAD 83)
 BX1110_MARKER: DB = BENCH MARK DISK
 BX1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1110_STAMPING: N 262 1969
 BX1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1110+STABILITY: SURFACE MOTION
 BX1110
 BX1110  HISTORY     - Date     Condition        Report By
 BX1110  HISTORY     - 1969     MONUMENTED       CGS
 BX1110  HISTORY     - 1970     GOOD             NGS
 BX1110  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX1110  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1110
 BX1110                          STATION DESCRIPTION
 BX1110
 BX1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1110'6.35 MI E FROM BOYCE.
 BX1110'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1110'BOYCE, THENCE 5.95 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1110'THENCE 0.25 MILE NORTH CROSS-COUNTY TO THE MYERS NUMBER 2 AIRPORT, 39
 BX1110'FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, 1.4 FEET EAST OF THE
 BX1110'SOUTHEAST CORNER OF THE MOST SOUTHWESTERLY OF A GROUP OF HANGARS,
 BX1110'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX1110'IS LEVEL WITH THE SURFACE OF THE GROUND.
 BX1110
 BX1110                          STATION RECOVERY (1977)
 BX1110
 BX1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1110'NOT RECOVERED.
 BX1110
 BX1110                          STATION RECOVERY (1999)
 BX1110
 BX1110'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1364 ***********************************************************************
 BX1364  DESIGNATION -  N 263
 BX1364  PID         -  BX1364
 BX1364  STATE/COUNTY-  LA/GRANT
 BX1364  USGS QUAD   -  ALOHA (1992)
 BX1364
 BX1364                         *CURRENT SURVEY CONTROL
 BX1364  ___________________________________________________________________
 BX1364* NAD 83(1986)-  31 34 52.     (N)    092 46 06.     (W)     SCALED    
 BX1364* NAVD 88     -        30.67   (+/-2cm)     100.6    (feet)  VERTCON   
 BX1364  ___________________________________________________________________
 BX1364  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1364
 BX1364  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1364
 BX1364.The horizontal coordinates were scaled from a topographic map and have
 BX1364.an estimated accuracy of +/- 6 seconds.
 BX1364
 BX1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1364.The vertical order pertains to the NGVD 29 superseded value.
 BX1364
 BX1364.The geoid height was determined by GEOID03.
 BX1364
 BX1364;                    North         East    Units  Estimated Accuracy
 BX1364;SPC LA N     -   119,900.      974,530.      MT  (+/- 180 meters Scaled)
 BX1364
 BX1364                          SUPERSEDED SURVEY CONTROL
 BX1364
 BX1364  NGVD 29 (??/??/??)   30.679  (m)          100.65   (f) ADJUSTED    1 1
 BX1364
 BX1364.Superseded values are not recommended for survey control.
 BX1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1364.See file dsdata.txt to determine how the superseded data were derived.
 BX1364
 BX1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ219940(NAD 83)
 BX1364_MARKER: DB = BENCH MARK DISK
 BX1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1364_STAMPING: N 263 1969
 BX1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1364+STABILITY: SURFACE MOTION
 BX1364
 BX1364  HISTORY     - Date     Condition        Report By
 BX1364  HISTORY     - 1969     MONUMENTED       CGS
 BX1364  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1364  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1364
 BX1364                          STATION DESCRIPTION
 BX1364
 BX1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1364'6.9 MI NW FROM COLFAX.
 BX1364'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1364'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1364'THENCE 4.0 MILES NORTHWEST ALONG U. S. HIGHWAY 71, IN SECTION 15, T 7
 BX1364'N, R 4 W, 0.3 MILE SOUTHEAST OF THE KANSAS CITY SOUTHERN RAILWAY
 BX1364'STATION SIGN AT ALOHA, 41 FEET NORTH OF THE CENTER LINE OF THE
 BX1364'HIGHWAY, 73 YARDS EAST OF A PRIVATE ROAD WHICH LEADS NORTH, 20 1/2
 BX1364'FEET SOUTH OF A POWER POLE THAT BEARS A TRANSFORMER, 1 1/2 FEET SOUTH
 BX1364'OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 BX1364'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1364'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1364
 BX1364                          STATION RECOVERY (1987)
 BX1364
 BX1364'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1364'MARK NOT FOUND.
 BX1364
 BX1364                          STATION RECOVERY (2001)
 BX1364
 BX1364'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1842 ***********************************************************************
 BX1842  DESIGNATION -  N 264
 BX1842  PID         -  BX1842
 BX1842  STATE/COUNTY-  LA/NATCHITOCHES
 BX1842  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1842
 BX1842                         *CURRENT SURVEY CONTROL
 BX1842  ___________________________________________________________________
 BX1842* NAD 83(1986)-  31 52 00.     (N)    093 04 59.     (W)     SCALED    
 BX1842* NAVD 88     -        35.66   (+/-2cm)     117.0    (feet)  VERTCON   
 BX1842  ___________________________________________________________________
 BX1842  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1842
 BX1842  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1842
 BX1842.The horizontal coordinates were scaled from a topographic map and have
 BX1842.an estimated accuracy of +/- 6 seconds.
 BX1842
 BX1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1842.The vertical order pertains to the NGVD 29 superseded value.
 BX1842
 BX1842.The geoid height was determined by GEOID03.
 BX1842
 BX1842;                    North         East    Units  Estimated Accuracy
 BX1842;SPC LA N     -   151,680.      944,830.      MT  (+/- 180 meters Scaled)
 BX1842
 BX1842                          SUPERSEDED SURVEY CONTROL
 BX1842
 BX1842  NGVD 29 (??/??/??)   35.707  (m)          117.15   (f) ADJUSTED    1 1
 BX1842
 BX1842.Superseded values are not recommended for survey control.
 BX1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1842.See file dsdata.txt to determine how the superseded data were derived.
 BX1842
 BX1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR921256(NAD 83)
 BX1842_MARKER: DB = BENCH MARK DISK
 BX1842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1842_SP_SET: CULVERT
 BX1842_STAMPING: N 264 1969
 BX1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1842+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1842
 BX1842  HISTORY     - Date     Condition        Report By
 BX1842  HISTORY     - 1969     MONUMENTED       CGS
 BX1842  HISTORY     - 1986     GOOD             USPSQD
 BX1842  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1842  HISTORY     - 20010922 GOOD             USPSQD
 BX1842  HISTORY     - 20060610 GOOD             USPSQD
 BX1842
 BX1842                          STATION DESCRIPTION
 BX1842
 BX1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1842'2.65 MI SE FROM CAMPTI.
 BX1842'ABOUT 0.25 MILE NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE
 BX1842'AT CAMPTI, OR ABOUT 3.7 MILES NORTHWEST ALONG U. S. HIGHWAYS 71 AND 84
 BX1842'FROM THE JUNCTION OF U. S. HIGHWAYS 71 AND 84 AT CLARENCE, 32 FEET
 BX1842'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 BX1842'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE BOX
 BX1842'CULVERT UNDER THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BX1842'HIGHWAY.
 BX1842
 BX1842                          STATION RECOVERY (1986)
 BX1842
 BX1842'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1842'RECOVERED IN GOOD CONDITION.
 BX1842
 BX1842                          STATION RECOVERY (1995)
 BX1842
 BX1842'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1842'MARK NOT FOUND.
 BX1842
 BX1842                          STATION RECOVERY (2001)
 BX1842
 BX1842'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1842'RECOVERED IN GOOD CONDITION.
 BX1842
 BX1842                          STATION RECOVERY (2006)
 BX1842
 BX1842'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1069 ***********************************************************************
 BK1069  DESIGNATION -  N 265
 BK1069  PID         -  BK1069
 BK1069  STATE/COUNTY-  LA/ALLEN
 BK1069  USGS QUAD   -  OAKDALE (1993)
 BK1069
 BK1069                         *CURRENT SURVEY CONTROL
 BK1069  ___________________________________________________________________
 BK1069* NAD 83(1986)-  30 45 28.     (N)    092 41 32.     (W)     SCALED    
 BK1069* NAVD 88     -        28.949  (meters)      94.98   (feet)  ADJUSTED  
 BK1069  ___________________________________________________________________
 BK1069  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK1069  DYNAMIC HT  -          28.911 (meters)      94.85  (feet)  COMP
 BK1069  MODELED GRAV-     979,361.0   (mgal)                       NAVD 88
 BK1069
 BK1069  VERT ORDER  -  FIRST     CLASS I
 BK1069
 BK1069.The horizontal coordinates were scaled from a topographic map and have
 BK1069.an estimated accuracy of +/- 6 seconds.
 BK1069
 BK1069.The orthometric height was determined by differential leveling
 BK1069.and adjusted by the National Geodetic Survey in February 1994..
 BK1069
 BK1069.The geoid height was determined by GEOID03.
 BK1069
 BK1069.The dynamic height is computed by dividing the NAVD 88
 BK1069.geopotential number by the normal gravity value computed on the
 BK1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1069.degrees latitude (g = 980.6199 gals.).
 BK1069
 BK1069.The modeled gravity was interpolated from observed gravity values.
 BK1069
 BK1069;                    North         East    Units  Estimated Accuracy
 BK1069;SPC LA S     -   251,040.      869,900.      MT  (+/- 180 meters Scaled)
 BK1069
 BK1069                          SUPERSEDED SURVEY CONTROL
 BK1069
 BK1069  NAVD 88 (06/15/91)   28.939  (m)           94.94   (f) UNKNOWN     1 1
 BK1069  NGVD 29 (??/??/??)   28.923  (m)           94.89   (f) ADJUSTED    1 1
 BK1069
 BK1069.Superseded values are not recommended for survey control.
 BK1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1069.See file dsdata.txt to determine how the superseded data were derived.
 BK1069
 BK1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ294027(NAD 83)
 BK1069_MARKER: DB = BENCH MARK DISK
 BK1069_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1069_SP_SET: 64 FEET
 BK1069_STAMPING: N 265 1969
 BK1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1069
 BK1069  HISTORY     - Date     Condition        Report By
 BK1069  HISTORY     - 1969     MONUMENTED       CGS
 BK1069  HISTORY     - 1970     GOOD             NGS
 BK1069
 BK1069                          STATION DESCRIPTION
 BK1069
 BK1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1069'4.4 MI SW FROM OAKDALE.
 BK1069'ABOUT 4.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1069'STATION AT OAKDALE, 57 1/2 FEET SOUTHEAST OF THE CENTER OF A CROSSING
 BK1069'OF THE RAILROAD AND A PRIVATE DIRT ROAD, 46 1/2 FEET EAST OF THE EAST
 BK1069'RAIL, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 86 FEET NORTH OF A
 BK1069'TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 1.0 FOOT EAST OF A METAL
 BK1069'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH
 BK1069'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED
 BK1069'IN A 4-INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BK1069'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2191 ***********************************************************************
 BX2191  DESIGNATION -  N 27
 BX2191  PID         -  BX2191
 BX2191  STATE/COUNTY-  LA/DE SOTO
 BX2191  USGS QUAD   -  TRENTON (1995)
 BX2191
 BX2191                         *CURRENT SURVEY CONTROL
 BX2191  ___________________________________________________________________
 BX2191* NAD 83(1992)-  31 58 10.41768(N)    093 43 18.62139(W)     ADJUSTED  
 BX2191* NAVD 88     -       106.610  (meters)     349.77   (feet)  ADJUSTED  
 BX2191  ___________________________________________________________________
 BX2191  X           -    -351,561.514 (meters)                     COMP
 BX2191  Y           -  -5,404,492.197 (meters)                     COMP
 BX2191  Z           -   3,357,611.283 (meters)                     COMP
 BX2191  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BX2191  ELLIP HEIGHT-          80.78  (meters)          (01/02/04) GPS OBS
 BX2191  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX2191  DYNAMIC HT  -         106.486 (meters)     349.36  (feet)  COMP
 BX2191  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 BX2191
 BX2191  HORZ ORDER  -  THIRD
 BX2191  VERT ORDER  -  SECOND    CLASS 0
 BX2191  ELLP ORDER  -  FOURTH    CLASS II
 BX2191
 BX2191.The horizontal coordinates were established by GPS observations
 BX2191.and adjusted by the National Geodetic Survey in January 1993..
 BX2191
 BX2191.The orthometric height was determined by differential leveling
 BX2191.and adjusted by the National Geodetic Survey in February 1994..
 BX2191
 BX2191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX2191
 BX2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2191
 BX2191.The ellipsoidal height was determined by GPS observations
 BX2191.and is referenced to NAD 83.
 BX2191
 BX2191.The geoid height was determined by GEOID03.
 BX2191
 BX2191.The dynamic height is computed by dividing the NAVD 88
 BX2191.geopotential number by the normal gravity value computed on the
 BX2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2191.degrees latitude (g = 980.6199 gals.).
 BX2191
 BX2191.The modeled gravity was interpolated from observed gravity values.
 BX2191
 BX2191;                    North         East     Units Scale Factor Converg.
 BX2191;SPC LA N     -   163,588.386   884,518.687   MT  0.99991515   -0 38 45.6
 BX2191;SPC LA N     -   536,706.23  2,901,958.39   sFT  0.99991515   -0 38 45.6
 BX2191;UTM  15      - 3,537,289.196   431,795.108   MT  0.99965737   -0 22 55.9
 BX2191
 BX2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2191!SPC LA N     -   0.99998732  x   0.99991515  =   0.99990247
 BX2191!UTM  15      -   0.99998732  x   0.99965737  =   0.99964469
 BX2191
 BX2191                          SUPERSEDED SURVEY CONTROL
 BX2191
 BX2191  ELLIP H (01/21/93)   80.88   (m)                       GP(       ) 4 2
 BX2191  NAD 83(1986)-  31 58 10.43089(N)    093 43 18.60925(W) AD(       ) 3
 BX2191  NAD 27      -  31 58 09.83372(N)    093 43 17.95791(W) AD(       ) 3
 BX2191  NGVD 29 (??/??/??)  106.672  (m)          349.97   (f) ADJUSTED    2 0
 BX2191
 BX2191.Superseded values are not recommended for survey control.
 BX2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2191.See file dsdata.txt to determine how the superseded data were derived.
 BX2191
 BX2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3179537289(NAD 83)
 BX2191_MARKER: DB = BENCH MARK DISK
 BX2191_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BX2191_SP_SET: ABUTMENT
 BX2191_STAMPING: N 27 1935
 BX2191_MARK LOGO: CGS   
 BX2191_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX2191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2191+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1987
 BX2191
 BX2191  HISTORY     - Date     Condition        Report By
 BX2191  HISTORY     - 1935     MONUMENTED       CGS
 BX2191  HISTORY     - 1974     GOOD             NGS
 BX2191  HISTORY     - 1987     GOOD             NGS
 BX2191  HISTORY     - 19870929 GOOD             LADTD
 BX2191  HISTORY     - 19970112 GOOD             USPSQD
 BX2191
 BX2191                          STATION DESCRIPTION
 BX2191
 BX2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2191'3.2 MI S FROM SOUTH MANSFIELD.
 BX2191'3.2 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM SOUTH
 BX2191'MANSFIELD, DE SOTO PARISH, AT BRIDGE 297 A OVER U.S. HIGHWAY 171, IN
 BX2191'THE TOP OF THE NORTHEAST CONCRETE ABUTMENT, AND 8 FEET EAST OF THE
 BX2191'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 27 1935.
 BX2191
 BX2191                          STATION RECOVERY (1974)
 BX2191
 BX2191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BX2191'RECOVERED IN GOOD CONDITION.
 BX2191
 BX2191                          STATION RECOVERY (1987)
 BX2191
 BX2191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BX2191'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BX2191'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BX2191'OBSERVATIONS.
 BX2191'
 BX2191'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH OF OXFORD AND 5.1
 BX2191'KM (3.2 MI) SOUTH OF SOUTH MANSFIELD.
 BX2191'OWNERSHIP--KANSAS CITY SOUTHERN RAILWAY.
 BX2191'
 BX2191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84E AND 171
 BX2191'IN MANSFIELD, GO WEST ON HIGHWAYS 84 AND 171 FOR 1.2 KM (0.75 MI)
 BX2191'TO A JUNCTION. TURN LEFT, SOUTH, ON HIGHWAY 171 FOR 6.8 KM (4.25
 BX2191'MI) TO THE STATION ON THE RIGHT, SET IN THE TOP OF THE NORTHEAST
 BX2191'ABUTMENT OF A RAILWAY BRIDGE OVER HIGHWAY 171.
 BX2191'
 BX2191'THE STATION IS A STANDARD CGS DISK
 BX2191'STAMPED---N 27 1935---,
 BX2191'SET INTO A DRILL HOLE IN THE TOP OF A RAILWAY BRIDGE ABUTMENT.
 BX2191'LOCATED
 BX2191'2.4 METERS (8 FT) EAST FROM THE CENTER OF THE TRACK AND
 BX2191'0.15 METER (0.5 FT) WEST FROM THE END OF THE ABUTMENT AND ABOUT
 BX2191'3.0 METERS (10 FT) ABOVE THE HIGHWAY.
 BX2191'
 BX2191'DESCRIBED BY R.D. BALL.
 BX2191
 BX2191                          STATION RECOVERY (1987)
 BX2191
 BX2191'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BX2191'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) SOUTH OF MANSFIELD.
 BX2191'OWNERSHIP--KANSAS CITY SOUTHERN RAILROAD.
 BX2191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX2191'THE COURTHOUSE IN MANSFIELD GO SOUTH FOR 8.2 KM (5.1 MI) ON HIGHWAY
 BX2191'171 TO THE STATION SET IN THE NORTHEAST CORNER OF A RAILROAD
 BX2191'OVERPASS. THE STATION IS 2.4 M (7.9 FT) EAST FROM THE CENTER OF THE
 BX2191'TRACKS.  STATION IS 6.1 M (20.0 FT) ABOVE THE HIGHWAY.
 BX2191
 BX2191                          STATION RECOVERY (1997)
 BX2191
 BX2191'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2219 ***********************************************************************
 CQ2219  DESIGNATION -  N 270
 CQ2219  PID         -  CQ2219
 CQ2219  STATE/COUNTY-  LA/DE SOTO
 CQ2219  USGS QUAD   -  LONGSTREET (1972)
 CQ2219
 CQ2219                         *CURRENT SURVEY CONTROL
 CQ2219  ___________________________________________________________________
 CQ2219* NAD 83(1986)-  32 00 42.     (N)    093 59 11.     (W)     SCALED    
 CQ2219* NAVD 88     -        88.654  (meters)     290.86   (feet)  ADJUSTED  
 CQ2219  ___________________________________________________________________
 CQ2219  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2219  DYNAMIC HT  -          88.552 (meters)     290.52  (feet)  COMP
 CQ2219  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CQ2219
 CQ2219  VERT ORDER  -  FIRST     CLASS II
 CQ2219
 CQ2219.The horizontal coordinates were scaled from a topographic map and have
 CQ2219.an estimated accuracy of +/- 6 seconds.
 CQ2219
 CQ2219.The orthometric height was determined by differential leveling
 CQ2219.and adjusted by the National Geodetic Survey in June 1991..
 CQ2219
 CQ2219.The geoid height was determined by GEOID03.
 CQ2219
 CQ2219.The dynamic height is computed by dividing the NAVD 88
 CQ2219.geopotential number by the normal gravity value computed on the
 CQ2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2219.degrees latitude (g = 980.6199 gals.).
 CQ2219
 CQ2219.The modeled gravity was interpolated from observed gravity values.
 CQ2219
 CQ2219;                    North         East    Units  Estimated Accuracy
 CQ2219;SPC LA N     -   168,570.      859,580.      MT  (+/- 180 meters Scaled)
 CQ2219
 CQ2219                          SUPERSEDED SURVEY CONTROL
 CQ2219
 CQ2219  NGVD 29 (??/??/??)   88.715  (m)          291.06   (f) ADJUSTED    1 2
 CQ2219
 CQ2219.Superseded values are not recommended for survey control.
 CQ2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2219.See file dsdata.txt to determine how the superseded data were derived.
 CQ2219
 CQ2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR068421(NAD 83)
 CQ2219_MARKER: DB = BENCH MARK DISK
 CQ2219_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2219_SP_SET: STAINLESS STEEL ROD
 CQ2219_STAMPING: N 270 1979
 CQ2219_PROJECTION: FLUSH
 CQ2219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2219+STABILITY: POSITION/ELEVATION WELL
 CQ2219_ROD/PIPE-DEPTH: 6.10 meters
 CQ2219
 CQ2219  HISTORY     - Date     Condition        Report By
 CQ2219  HISTORY     - 1979     MONUMENTED       NGS
 CQ2219  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ2219
 CQ2219                          STATION DESCRIPTION
 CQ2219
 CQ2219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2219'2.45 MI NE FROM LOGANSPORT.
 CQ2219'2.45 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF
 CQ2219'U.S. HIGHWAY 84 IN LOGANSPORT, 64.0 FT. SOUTHEAST OF THE CENTERLINE
 CQ2219'OF THE HIGHWAY, 13.5 FT. NORTH OF A CONCRETE RIGHT-OF-WAY POST,
 CQ2219'3.5 FT. SOUTHWEST OF POWERLINE POLE NUMBER 79 WITH TRANSFORMER,
 CQ2219'4.0 FT. NORTHWEST OF A CHAIN LINK FENCE.  DISK IS 4 INCHES BELOW
 CQ2219'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2219'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 CQ2219'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 CQ2219
 CQ2219                          STATION RECOVERY (1996)
 CQ2219
 CQ2219'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2207 ***********************************************************************
 CQ2207  DESIGNATION -  N 272
 CQ2207  PID         -  CQ2207
 CQ2207  STATE/COUNTY-  LA/DE SOTO
 CQ2207  USGS QUAD   -  STONEWALL (1992)
 CQ2207
 CQ2207                         *CURRENT SURVEY CONTROL
 CQ2207  ___________________________________________________________________
 CQ2207* NAD 83(1986)-  32 16 52.     (N)    093 50 09.     (W)     SCALED    
 CQ2207* NAVD 88     -        76.289  (meters)     250.29   (feet)  ADJUSTED  
 CQ2207  ___________________________________________________________________
 CQ2207  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2207  DYNAMIC HT  -          76.202 (meters)     250.01  (feet)  COMP
 CQ2207  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CQ2207
 CQ2207  VERT ORDER  -  FIRST     CLASS II
 CQ2207
 CQ2207.The horizontal coordinates were scaled from a topographic map and have
 CQ2207.an estimated accuracy of +/- 6 seconds.
 CQ2207
 CQ2207.The orthometric height was determined by differential leveling
 CQ2207.and adjusted by the National Geodetic Survey in June 1991..
 CQ2207
 CQ2207.The geoid height was determined by GEOID03.
 CQ2207
 CQ2207.The dynamic height is computed by dividing the NAVD 88
 CQ2207.geopotential number by the normal gravity value computed on the
 CQ2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2207.degrees latitude (g = 980.6199 gals.).
 CQ2207
 CQ2207.The modeled gravity was interpolated from observed gravity values.
 CQ2207
 CQ2207;                    North         East    Units  Estimated Accuracy
 CQ2207;SPC LA N     -   198,260.      874,170.      MT  (+/- 180 meters Scaled)
 CQ2207
 CQ2207                          SUPERSEDED SURVEY CONTROL
 CQ2207
 CQ2207  NGVD 29 (??/??/??)   76.358  (m)          250.52   (f) ADJUSTED    1 2
 CQ2207
 CQ2207.Superseded values are not recommended for survey control.
 CQ2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2207.See file dsdata.txt to determine how the superseded data were derived.
 CQ2207
 CQ2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR212719(NAD 83)
 CQ2207_MARKER: DB = BENCH MARK DISK
 CQ2207_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2207_SP_SET: STAINLESS STEEL ROD
 CQ2207_STAMPING: N 272 1979
 CQ2207_PROJECTION: FLUSH
 CQ2207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2207+STABILITY: POSITION/ELEVATION WELL
 CQ2207_ROD/PIPE-DEPTH: 4.57 meters
 CQ2207
 CQ2207  HISTORY     - Date     Condition        Report By
 CQ2207  HISTORY     - 1979     MONUMENTED       NGS
 CQ2207  HISTORY     - 19961114 GOOD             USPSQD
 CQ2207
 CQ2207                          STATION DESCRIPTION
 CQ2207
 CQ2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2207'5.6 MI SOUTH FROM KEITHVILLE.
 CQ2207'0.4 MILE SOUTHEAST ALONG OLD MANSFIELD ROAD FROM THE POST OFFICE IN
 CQ2207'KEITHVILLE, THENCE 3.65 MILES SOUTHWEST ALONG KEITHVILLE-KEATCHIE
 CQ2207'ROAD, THENCE 1.55 MILES EAST ALONG STONEWALL ROAD, AT THE NORTHWEST
 CQ2207'CORNER OF PROPERTY OWNED BY CLIFFORD R. NICHOLS, 35.0 FT. EAST
 CQ2207'OF THE CENTERLINE OF THE ROAD, 109 FT. NORTHWEST OF THE NORTHWEST
 CQ2207'CORNER OF A MOBILE HOME, 20.0 FT. NORTHEAST OF POWERLINE POLE NUMBER
 CQ2207'52012 WITH GUY WIRE AND TRANSFORMER, 25.0 FT. NORTHEAST OF A GAS
 CQ2207'METER, 19.5 FT. NORTHEAST OF THE CENTER OF A WATER METER.  DISK
 CQ2207'IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CQ2207'PLASTIC SCREW PLUG.
 CQ2207'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 CQ2207'THE MARK IS 1 FT ABOVE STONEWALL ROAD.
 CQ2207
 CQ2207                          STATION RECOVERY (1996)
 CQ2207
 CQ2207'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1539 ***********************************************************************
 BJ1539  DESIGNATION -  N 275
 BJ1539  PID         -  BJ1539
 BJ1539  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1539  USGS QUAD   -  MANCHAC (1979)
 BJ1539
 BJ1539                         *CURRENT SURVEY CONTROL
 BJ1539  ___________________________________________________________________
 BJ1539* NAD 83(1986)-  30 21 35.     (N)    090 25 02.     (W)     SCALED    
 BJ1539* NAVD 88     -         0.705  (meters)       2.31   (feet)  READJUSTED
 BJ1539  ___________________________________________________________________
 BJ1539  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BJ1539  DYNAMIC HT  -           0.700 (meters)       2.30  (feet)  COMP
 BJ1539  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ1539
 BJ1539  VERT ORDER  -  ?
 BJ1539
 BJ1539.The horizontal coordinates were scaled from a topographic map and have
 BJ1539.an estimated accuracy of +/- 6 seconds.
 BJ1539
 BJ1539.The orthometric height was determined by differential leveling
 BJ1539.and adjusted by the National Geodetic Survey in June 1991..
 BJ1539.The height was derived from older observations constrained to new
 BJ1539.heights in a crustal motion area.  The height is approximate in
 BJ1539.relation to other heights in its vicinity.
 BJ1539
 BJ1539.The geoid height was determined by GEOID03.
 BJ1539
 BJ1539.The dynamic height is computed by dividing the NAVD 88
 BJ1539.geopotential number by the normal gravity value computed on the
 BJ1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1539.degrees latitude (g = 980.6199 gals.).
 BJ1539
 BJ1539.The modeled gravity was interpolated from observed gravity values.
 BJ1539
 BJ1539;                    North         East    Units  Estimated Accuracy
 BJ1539;SPC LA S     -   206,490.    1,088,070.      MT  (+/- 180 meters Scaled)
 BJ1539
 BJ1539                          SUPERSEDED SURVEY CONTROL
 BJ1539
 BJ1539  NGVD 29 (??/??/??)    0.689  (m)            2.26   (f) ADJUSTED    1 1
 BJ1539
 BJ1539.Superseded values are not recommended for survey control.
 BJ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1539.See file dsdata.txt to determine how the superseded data were derived.
 BJ1539
 BJ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP482614(NAD 83)
 BJ1539_MARKER: DB = BENCH MARK DISK
 BJ1539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1539_SP_SET: COPPER-CLAD STEEL ROD
 BJ1539_STAMPING: N 275 1969
 BJ1539_MARK LOGO: CGS   
 BJ1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1539
 BJ1539  HISTORY     - Date     Condition        Report By
 BJ1539  HISTORY     - 1969     MONUMENTED       CGS
 BJ1539  HISTORY     - 1986     GOOD             NGS
 BJ1539  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1539
 BJ1539                          STATION DESCRIPTION
 BJ1539
 BJ1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1539'4.95 MI N FROM MANCHAC.
 BJ1539'ABOUT 4.95 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1539'NORTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.5 MILE SOUTH
 BJ1539'OF MILEPOST 869, ALONG OLD U. S. HIGHWAY 51, 136 FEET NORTHEAST OF AND
 BJ1539'ACROSS OLD HIGHWAY FROM THE NORTH END OF THE EAST CONCRETE HEAD WALL
 BJ1539'FOR A DOUBLE 36-INCH PIPE CULVERT UNDER THE PRESENT U. S. HIGHWAY 51,
 BJ1539'IN SECTION 8 OR 17, R 8 E, T 8 S, 116 FEET NORTHEAST OF THE NORTHEAST
 BJ1539'CORNER OF A WOODEN BRIDGE FOR OLD HIGHWAY, 110.5 FEET EAST OF AND
 BJ1539'ACROSS THE OLD HIGHWAY FROM THE CENTER LINE OF THE PRESENT U. S.
 BJ1539'HIGHWAY 51, 89 FEET SOUTHEAST OF AND ACROSS THE OLD HIGHWAY FROM A
 BJ1539'POWER LINE POLE, 72.7 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 26
 BJ1539'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 26 FEET SOUTHWEST OF
 BJ1539'A CONCRETE RIGHT-OF-WAY MARKER, 2 FEET NORTH OF A METAL WITNESS POST,
 BJ1539'1 1/2 FEET BELOW THE LEVEL OF THE OLD HIGHWAY, AND IS A DISK ON THE
 BJ1539'TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL OF
 BJ1539'THE GROUND AND PROTECTED BY A 4 INCH STEEL PIPE WHICH PROJECTS 3
 BJ1539'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 BJ1539'OF 64 FEET.
 BJ1539
 BJ1539                          STATION RECOVERY (1986)
 BJ1539
 BJ1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1539'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BJ1539'4-INCH STEEL PIPE WHICH PROJECTED 3 INCHES IS NOW LEVEL WITH THE DISK.
 BJ1539
 BJ1539                          STATION RECOVERY (1992)
 BJ1539
 BJ1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1539'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0351 ***********************************************************************
 AT0351  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0351  DESIGNATION -  N 278
 AT0351  PID         -  AT0351
 AT0351  STATE/COUNTY-  LA/PLAQUEMINES
 AT0351  USGS QUAD   -  BELLE CHASSE (1994)
 AT0351
 AT0351                         *CURRENT SURVEY CONTROL
 AT0351  ___________________________________________________________________
 AT0351* NAD 83(1992)-  29 52 30.59456(N)    089 57 22.21178(W)     ADJUSTED  
 AT0351* NAVD 88     -         1.46 **(meters)       4.8  **(feet)  LEVELING(2004.65)
 AT0351  **This station is located in a subsidence area (see below).
 AT0351  **This station is included in the VTDP model (see below).
 AT0351  ___________________________________________________________________
 AT0351  EPOCH DATE  -        2004.65
 AT0351  X           -       4,234.266 (meters)                     COMP
 AT0351  Y           -  -5,535,139.894 (meters)                     COMP
 AT0351  Z           -   3,158,369.913 (meters)                     COMP
 AT0351  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT0351  ELLIP HEIGHT-         -24.36  (meters)          (06/22/05) GPS OBS
 AT0351  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AT0351  DYNAMIC HT  -           1.46  (meters)       4.8   (feet)  COMP
 AT0351  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 AT0351
 AT0351  HORZ ORDER  -  B
 AT0351  VERT ORDER  -  THIRD
 AT0351  ELLP ORDER  -  FOURTH    CLASS I
 AT0351
 AT0351.The horizontal coordinates were established by GPS observations
 AT0351.and adjusted by the National Geodetic Survey in June 2005..
 AT0351.The horizontal coordinates are valid at the epoch date displayed above.
 AT0351.The epoch date for horizontal control is a decimal equivalence
 AT0351.of Year/Month/Day.
 AT0351
 AT0351 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0351 ** and geoid heights are valid at the date of observation. These heights
 AT0351 ** must always be validated when used as control.
 AT0351 ** The orthometric height was determined with a Vertical Time-dependent
 AT0351 ** Positioning (VTDP) model and has been validated through GPS observations
 AT0351 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AT0351 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0351 ** epoch indicated which incorporates improved geoid heights for the
 AT0351 ** Southern Louisiana Subsidence area
 AT0351 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0351.The orthometric height was determined by differential leveling.
 AT0351.The vertical network tie was performed by a horz. field party for horz.
 AT0351.obs reductions. Reset procedures were used to establish the elevation.
 AT0351
 AT0351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0351
 AT0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0351
 AT0351.The ellipsoidal height was determined by GPS observations
 AT0351.and is referenced to NAD 83.
 AT0351
 AT0351.The geoid height was determined by GEOID03.
 AT0351
 AT0351.The dynamic height is computed by dividing the NAVD 88
 AT0351.geopotential number by the normal gravity value computed on the
 AT0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0351.degrees latitude (g = 980.6199 gals.).
 AT0351
 AT0351.The modeled gravity was interpolated from observed gravity values.
 AT0351
 AT0351;                    North         East     Units Scale Factor Converg.
 AT0351;SPC LA S     -   153,228.725 1,133,030.603   MT  0.99992814   +0 41 19.0
 AT0351;SPC LA S     -   502,717.91  3,717,284.57   sFT  0.99992814   +0 41 19.0
 AT0351;UTM  16      - 3,308,623.978   214,463.799   MT  1.00060606   -1 28 24.6
 AT0351;UTM  15      - 3,308,845.117   794,007.267   MT  1.00066665   +1 31 02.1
 AT0351
 AT0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0351!SPC LA S     -   1.00000383  x   0.99992814  =   0.99993197
 AT0351!UTM  16      -   1.00000383  x   1.00060606  =   1.00060989
 AT0351!UTM  15      -   1.00000383  x   1.00066665  =   1.00067048
 AT0351
 AT0351                          SUPERSEDED SURVEY CONTROL
 AT0351
 AT0351  NAVD 88 (02/14/94)    1.620  (m)            5.32   (f) READJUSTED  3  
 AT0351  NAVD 88 (06/15/91)    1.670  (m)            5.48   (f) UNKNOWN     1 1
 AT0351  NGVD 29 (??/??/??)    1.717  (m)            5.63   (f) ADJUSTED    1 1
 AT0351
 AT0351.Superseded values are not recommended for survey control.
 AT0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0351.See file dsdata.txt to determine how the superseded data were derived.
 AT0351
 AT0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1446408624(NAD 83)
 AT0351_MARKER: DB = BENCH MARK DISK
 AT0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0351_STAMPING: N 278 1970
 AT0351_MARK LOGO: NGS   
 AT0351_PROJECTION: FLUSH
 AT0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0351+STABILITY: SURFACE MOTION
 AT0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0351+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AT0351
 AT0351  HISTORY     - Date     Condition        Report By
 AT0351  HISTORY     - 1970     MONUMENTED       NGS
 AT0351  HISTORY     - 1971     GOOD             NGS
 AT0351  HISTORY     - 1984     GOOD             NGS
 AT0351  HISTORY     - 20040413 GOOD             NGS
 AT0351
 AT0351                          STATION DESCRIPTION
 AT0351
 AT0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0351'IN BRAITHWAITE.
 AT0351'AT BRAITHWAITE, 23.3 FEET NORTHEAST OF THE NORTH CORNER OF THE POST
 AT0351'OFFICE AND STORE, 38 1/2 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD
 AT0351'(OLD STATE HIGHWAY 39), 17 FEET SOUTHWEST OF A POWER POLE WHICH BEARS
 AT0351'A TRANSFORMER AND STREET LIGHT, 14.0 FEET SOUTHWEST OF A CORNER FENCE
 AT0351'POST, 1 FOOT NORTHWEST OF THE FENCE, ABOUT 1 1/2 FEET BELOW THE LEVEL
 AT0351'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 1 INCH
 AT0351'BELOW THE SURFACE OF THE GROUND.  SECTION 4, T 14S, R 12E.
 AT0351
 AT0351                          STATION RECOVERY (1984)
 AT0351
 AT0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0351'RECOVERED IN GOOD CONDITION.
 AT0351
 AT0351                          STATION RECOVERY (2004)
 AT0351
 AT0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0351'AT BRAITHWAITE, 38.5 FT S OF THE CENTERLINE OF PAVED ROAD (OLD STATE
 AT0351'HWY 39), 37 FT SW OF A  POWER POLE NO. 114 WITH A TRANSFORMER AND
 AT0351'STREET LIGHT,1 FT NORTHWEST OF A FENCE,  A  WITNESS POST NW OF AND
 AT0351'ADJACENT TO THE MARK.  THE POST OFFICE HAS MOVED APPROX  100  YDS TO
 AT0351'THE SW OF THE STATION. THE OLD PO IS IN DISREPAIR AND OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1972 ***********************************************************************
 BX1972  DESIGNATION -  N 28
 BX1972  PID         -  BX1972
 BX1972  STATE/COUNTY-  LA/SABINE
 BX1972  USGS QUAD   -  FLORIEN (1997)
 BX1972
 BX1972                         *CURRENT SURVEY CONTROL
 BX1972  ___________________________________________________________________
 BX1972* NAD 83(1986)-  31 22 34.     (N)    093 26 29.     (W)     SCALED    
 BX1972* NAVD 88     -        62.98   (+/-2cm)     206.6    (feet)  VERTCON   
 BX1972  ___________________________________________________________________
 BX1972  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX1972
 BX1972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1972
 BX1972.The horizontal coordinates were scaled from a topographic map and have
 BX1972.an estimated accuracy of +/- 6 seconds.
 BX1972
 BX1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1972.The vertical order pertains to the NGVD 29 superseded value.
 BX1972
 BX1972.The geoid height was determined by GEOID03.
 BX1972
 BX1972;                    North         East    Units  Estimated Accuracy
 BX1972;SPC LA N     -    97,530.      910,450.      MT  (+/- 180 meters Scaled)
 BX1972
 BX1972                          SUPERSEDED SURVEY CONTROL
 BX1972
 BX1972  NGVD 29 (??/??/??)   63.062  (m)          206.90   (f) ADJUSTED    2 0
 BX1972
 BX1972.Superseded values are not recommended for survey control.
 BX1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1972.See file dsdata.txt to determine how the superseded data were derived.
 BX1972
 BX1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ580713(NAD 83)
 BX1972_MARKER: DB = BENCH MARK DISK
 BX1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1972_STAMPING: N 28 1935
 BX1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1972+STABILITY: SURFACE MOTION
 BX1972
 BX1972  HISTORY     - Date     Condition        Report By
 BX1972  HISTORY     - 1935     MONUMENTED       CGS
 BX1972  HISTORY     - 1943     GOOD             CGS
 BX1972
 BX1972                          STATION DESCRIPTION
 BX1972
 BX1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1972'4.8 MI NW FROM HORNBECK.
 BX1972'IN SABINE PARISH, 4.8 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN
 BX1972'RAILWAY FROM THE STATION AT HORNBECK, VERNON PARISH, 0.1 MILE SOUTH OF
 BX1972'MILEPOST 647, 130 FEET SOUTH OF THE STATION SIGN AT SANDEL, AT A ROAD
 BX1972'CROSSING, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 25 FEET
 BX1972'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 28
 BX1972'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0524 ***********************************************************************
 AT0524  TIDAL BM    -  This is a Tidal Bench Mark.
 AT0524  DESIGNATION -  N 280
 AT0524  PID         -  AT0524
 AT0524  STATE/COUNTY-  LA/PLAQUEMINES
 AT0524  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT0524
 AT0524                         *CURRENT SURVEY CONTROL
 AT0524  ___________________________________________________________________
 AT0524* NAD 83(1986)-  28 59 05.     (N)    089 08 38.     (W)     SCALED    
 AT0524* NAVD 88     -         0.642  (meters)       2.11   (feet)  READJUSTED
 AT0524  ___________________________________________________________________
 AT0524  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT0524  DYNAMIC HT  -           0.640 (meters)       2.10  (feet)  COMP
 AT0524  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AT0524
 AT0524  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0524
 AT0524.The horizontal coordinates were scaled from a topographic map and have
 AT0524.an estimated accuracy of +/- 6 seconds.
 AT0524
 AT0524.The orthometric height was determined by differential leveling
 AT0524.and adjusted by the National Geodetic Survey in February 1994..
 AT0524.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0524.distribution rate of 0.0 thru 1.0 mm/km.
 AT0524.The height was derived from older observations constrained to new
 AT0524.heights in a crustal motion area.  The height is approximate in
 AT0524.relation to other heights in its vicinity.
 AT0524.WARNING-Repeat measurements at this control monument indicate possible
 AT0524.vertical movement.
 AT0524
 AT0524.This Tidal Bench Mark is designated as VM 803
 AT0524.by the Center for Operational Oceanographic Products and Services.
 AT0524
 AT0524.This Tidal Bench Mark is designated as VM 15763
 AT0524.by the Center for Operational Oceanographic Products and Services.
 AT0524
 AT0524.The geoid height was determined by GEOID03.
 AT0524
 AT0524.The dynamic height is computed by dividing the NAVD 88
 AT0524.geopotential number by the normal gravity value computed on the
 AT0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0524.degrees latitude (g = 980.6199 gals.).
 AT0524
 AT0524.The modeled gravity was interpolated from observed gravity values.
 AT0524
 AT0524;                    North         East    Units  Estimated Accuracy
 AT0524;SPC LA S     -    55,770.    1,213,370.      MT  (+/- 180 meters Scaled)
 AT0524
 AT0524                          SUPERSEDED SURVEY CONTROL
 AT0524
 AT0524  NGVD 29 (??/??/??)    0.708  (m)            2.32   (f) ADJUSTED    1 1
 AT0524
 AT0524.Superseded values are not recommended for survey control.
 AT0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0524.See file dsdata.txt to determine how the superseded data were derived.
 AT0524
 AT0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT911081(NAD 83)
 AT0524_MARKER: DB = BENCH MARK DISK
 AT0524_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0524_SP_SET: COPPER-CLAD STEEL ROD
 AT0524_STAMPING: N 280 1971
 AT0524_MARK LOGO: NGS   
 AT0524_PROJECTION: PROJECTING 30 CENTIMETERS
 AT0524_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0524_ROD/PIPE-DEPTH: 14.6 meters
 AT0524
 AT0524  HISTORY     - Date     Condition        Report By
 AT0524  HISTORY     - 1971     MONUMENTED       NGS
 AT0524  HISTORY     - 19800924 GOOD             NGS
 AT0524
 AT0524                          STATION DESCRIPTION
 AT0524
 AT0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0524'2.7 MI SE FROM PORT EADS.
 AT0524'ABOUT 2.7 MILES SOUTHEAST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0524'THE LIGHTHOUSE AT PORT EADS, NEAR A US COAST GUARD STATION, 45 FEET
 AT0524'NORTHWEST OF THE NORTHEAST CORNER OF THE COAST GUARD QUARTERS, 1.2
 AT0524'FEET WEST OF A WOODEN WITNESS POST, AND IS A DISK ON THE TOP OF A
 AT0524'COPPER COATED STEEL ROD PROJECTING 14 INCHES ABOVE THE LEVEL OF THE
 AT0524'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE WHICH PROJECTS 14 INCHES
 AT0524'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48
 AT0524'FEET.
 AT0524
 AT0524                          STATION RECOVERY (1980)
 AT0524
 AT0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AT0524'ABOUT 24.5 MI (39.4 KM) SOUTH-SOUTHEAST OF VENICE, OR 2.7 MI (4.3 KM)
 AT0524'SOUTHEAST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT PORT
 AT0524'EADS, ON THE WEST SIDE OF SOUTH PASS, AT THE ENTRANCE FROM THE GULF
 AT0524'OF MEXICO, 41.9 FT (12.8 M) NORTH OF THE NORTHWEST CORNER OF THE
 AT0524'ABANDONED U.S. COAST GUARD STATION, 49.8 FT (15.2 M) NORTH-NORTHWEST
 AT0524'OF THE NORTHEAST CORNER OF THE COAST GUARD STATION, 57.4 FT (17.5 M)
 AT0524'SOUTH-SOUTHWEST OF BENCH MARK STAMPED N 280 1971, 4 FT (1.2 M) WEST OF
 AT0524'A POWER POLE WITH WITNESS SIGN ATTACHED.  A DISK ON THE TOP OF A
 AT0524'COPPER-COATED STEEL ROD DRIVEN TO REFUSAL (DEPTH UNKNOWN), ENCASED IN
 AT0524'A PIPE THAT IS 1.0 FT (0.3 M) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0509 ***********************************************************************
 AT0509  DESIGNATION -  N 281
 AT0509  PID         -  AT0509
 AT0509  STATE/COUNTY-  LA/PLAQUEMINES
 AT0509  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0509
 AT0509                         *CURRENT SURVEY CONTROL
 AT0509  ___________________________________________________________________
 AT0509* NAD 83(1986)-  28 57 44.     (N)    089 23 00.     (W)     SCALED    
 AT0509* NAVD 88     -         0.661  (meters)       2.17   (feet)  READJUSTED
 AT0509  ___________________________________________________________________
 AT0509  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0509  DYNAMIC HT  -           0.660 (meters)       2.17  (feet)  COMP
 AT0509  MODELED GRAV-     979,292.6   (mgal)                       NAVD 88
 AT0509
 AT0509  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0509
 AT0509.The horizontal coordinates were scaled from a topographic map and have
 AT0509.an estimated accuracy of +/- 6 seconds.
 AT0509
 AT0509.The orthometric height was determined by differential leveling
 AT0509.and adjusted by the National Geodetic Survey in February 1994..
 AT0509.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0509.distribution rate of 0.0 thru 1.0 mm/km.
 AT0509.The height was derived from older observations constrained to new
 AT0509.heights in a crustal motion area.  The height is approximate in
 AT0509.relation to other heights in its vicinity.
 AT0509
 AT0509.The geoid height was determined by GEOID03.
 AT0509
 AT0509.The dynamic height is computed by dividing the NAVD 88
 AT0509.geopotential number by the normal gravity value computed on the
 AT0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0509.degrees latitude (g = 980.6199 gals.).
 AT0509
 AT0509.The modeled gravity was interpolated from observed gravity values.
 AT0509
 AT0509;                    North         East    Units  Estimated Accuracy
 AT0509;SPC LA S     -    52,860.    1,190,080.      MT  (+/- 180 meters Scaled)
 AT0509
 AT0509                          SUPERSEDED SURVEY CONTROL
 AT0509
 AT0509  NGVD 29 (??/??/??)    0.741  (m)            2.43   (f) ADJUSTED    1 1
 AT0509
 AT0509.Superseded values are not recommended for survey control.
 AT0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0509.See file dsdata.txt to determine how the superseded data were derived.
 AT0509
 AT0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT677061(NAD 83)
 AT0509_MARKER: DB = BENCH MARK DISK
 AT0509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0509_SP_SET: 72 FEET
 AT0509_STAMPING: N 281 1971
 AT0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0509
 AT0509  HISTORY     - Date     Condition        Report By
 AT0509  HISTORY     - 1971     MONUMENTED       NGS
 AT0509  HISTORY     - 1976     GOOD             NGS
 AT0509  HISTORY     - 1977     GOOD             NGS
 AT0509
 AT0509                          STATION DESCRIPTION
 AT0509
 AT0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0509'IN BURRWOOD.
 AT0509'AT BURRWOOD, ON THE SOUTHEAST BANK OF SOUTHWEST PASS, DIRECTLY ACROSS
 AT0509'THE PASS FROM THE OLD LIGHTHOUSE AT BURRWOOD, 0.2 MILE SOUTHEAST OF
 AT0509'THE ABANDONED CONCRETE WATER TOWER, 100 YARDS NORTHEAST OF AN OLD
 AT0509'2-STORY HOUSE, 40 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE PASS,
 AT0509'SURROUNDED BY 3 CREOSOTED WOODEN POSTS WITH A WITNESS SHIELD ON THE
 AT0509'MOST NORTHWESTERLY POST, AND ON THE TOP OF A COPPER COATED ROD THAT
 AT0509'PROJECTS 18 INCHES AND IS ENCASED IN A 4-INCH PLASTIC PIPE THAT
 AT0509'PROJECTS 18 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET.
 AT0509
 AT0509                          STATION RECOVERY (1976)
 AT0509
 AT0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AT0509'RECOVERED IN GOOD CONDITION.
 AT0509
 AT0509                          STATION RECOVERY (1977)
 AT0509
 AT0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AT0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0510 ***********************************************************************
 AT0510  DESIGNATION -  N 281 RESET 1976
 AT0510  PID         -  AT0510
 AT0510  STATE/COUNTY-  LA/PLAQUEMINES
 AT0510  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0510
 AT0510                         *CURRENT SURVEY CONTROL
 AT0510  ___________________________________________________________________
 AT0510* NAD 83(1986)-  28 57 29.     (N)    089 23 13.     (W)     SCALED    
 AT0510* NAVD 88     -         3.31   (+/-2cm)      10.9    (feet)  VERTCON   
 AT0510  ___________________________________________________________________
 AT0510  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AT0510
 AT0510  VERT ORDER  -  SECOND    CLASS I (See Below)
 AT0510
 AT0510.The horizontal coordinates were scaled from a topographic map and have
 AT0510.an estimated accuracy of +/- 6 seconds.
 AT0510
 AT0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0510.The vertical order pertains to the NGVD 29 superseded value.
 AT0510
 AT0510.The geoid height was determined by GEOID03.
 AT0510
 AT0510;                    North         East    Units  Estimated Accuracy
 AT0510;SPC LA S     -    52,390.    1,189,740.      MT  (+/- 180 meters Scaled)
 AT0510
 AT0510                          SUPERSEDED SURVEY CONTROL
 AT0510
 AT0510  NGVD 29 (??/??/??)    3.378  (m)           11.08   (f) ADJUSTED    2 1
 AT0510
 AT0510.Superseded values are not recommended for survey control.
 AT0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0510.See file dsdata.txt to determine how the superseded data were derived.
 AT0510
 AT0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT673056(NAD 83)
 AT0510_MARKER: DB = BENCH MARK DISK
 AT0510_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0510_SP_SET: 57 FEET
 AT0510_STAMPING: N 281 RESET 1976
 AT0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0510
 AT0510  HISTORY     - Date     Condition        Report By
 AT0510  HISTORY     - 1976     MONUMENTED       NGS
 AT0510  HISTORY     - 1977     GOOD             NGS
 AT0510
 AT0510                          STATION DESCRIPTION
 AT0510
 AT0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0510'IN BURRWOOD.
 AT0510'LOCATED ABOUT 0.8 MILES SOUTHEAST OF THE OLD LIGHTHOUSE AT BURRWOOD
 AT0510'ABOUT 0.6 MILES SOUTH OF THE OLD CONCRETE WATER TOWER, ABOUT 15.6
 AT0510'MILES SOUTHWEST ALONG SOUTHWEST PASS FROM THE HEAD OF THE PASSES, ON
 AT0510'THE SOUTHEAST BANK OF THE PASS, DIRECTLY UNDER THE CENTER OF TOWER NO.
 AT0510'24, ABOUT 90 FEET LANDSIDE OF THE TOP OF THE BANK AND A RETAINING
 AT0510'DIKE.  IT IS AN NGS DISK BRAZED ON A COPPERWELD ROD DRIVEN TO THE
 AT0510'DEPTH OF 57 FEET, ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING 3 FEET.
 AT0510'N 281 1971 WAS LEFT INTACT.
 AT0510
 AT0510                          STATION RECOVERY (1977)
 AT0510
 AT0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AT0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0230 ***********************************************************************
 BJ0230  DESIGNATION -  N 282
 BJ0230  PID         -  BJ0230
 BJ0230  STATE/COUNTY-  LA/ST LANDRY
 BJ0230  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0230
 BJ0230                         *CURRENT SURVEY CONTROL
 BJ0230  ___________________________________________________________________
 BJ0230* NAD 83(1986)-  30 34 43.     (N)    091 45 30.     (W)     SCALED    
 BJ0230* NAVD 88     -         8.419  (meters)      27.62   (feet)  ADJUSTED  
 BJ0230  ___________________________________________________________________
 BJ0230  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0230  DYNAMIC HT  -           8.408 (meters)      27.59  (feet)  COMP
 BJ0230  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ0230
 BJ0230  VERT ORDER  -  FIRST     CLASS I
 BJ0230
 BJ0230.The horizontal coordinates were scaled from a topographic map and have
 BJ0230.an estimated accuracy of +/- 6 seconds.
 BJ0230
 BJ0230.The orthometric height was determined by differential leveling
 BJ0230.and adjusted by the National Geodetic Survey in February 1994..
 BJ0230
 BJ0230.The geoid height was determined by GEOID03.
 BJ0230
 BJ0230.The dynamic height is computed by dividing the NAVD 88
 BJ0230.geopotential number by the normal gravity value computed on the
 BJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0230.degrees latitude (g = 980.6199 gals.).
 BJ0230
 BJ0230.The modeled gravity was interpolated from observed gravity values.
 BJ0230
 BJ0230;                    North         East    Units  Estimated Accuracy
 BJ0230;SPC LA S     -   230,480.      959,230.      MT  (+/- 180 meters Scaled)
 BJ0230
 BJ0230                          SUPERSEDED SURVEY CONTROL
 BJ0230
 BJ0230  NAVD 88 (06/15/91)    8.465  (m)           27.77   (f) UNKNOWN     1 1
 BJ0230  NGVD 29 (??/??/??)    8.434  (m)           27.67   (f) ADJUSTED    1 1
 BJ0230
 BJ0230.Superseded values are not recommended for survey control.
 BJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0230.See file dsdata.txt to determine how the superseded data were derived.
 BJ0230
 BJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP190835(NAD 83)
 BJ0230_MARKER: DB = BENCH MARK DISK
 BJ0230_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0230+WITH SETTING: INTO GROUND
 BJ0230_SP_SET: METAL ROD WITH BASE PLATE
 BJ0230_STAMPING: N 282 1976
 BJ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0230+STABILITY: SURFACE MOTION
 BJ0230
 BJ0230  HISTORY     - Date     Condition        Report By
 BJ0230  HISTORY     - 1976     MONUMENTED       NGS
 BJ0230
 BJ0230                          STATION DESCRIPTION
 BJ0230
 BJ0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0230'3.2 MI NORTH FROM KROTZ SPRINGS.
 BJ0230'3.2 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE, AT THE
 BJ0230'CROSSING OF AN AMMONIA PIPE LINE, 33.5 FT EAST OF THE CENTER LINE OF
 BJ0230'THE HIGHWAY, 21.1 FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST
 BJ0230'HEADWALL OF A 18 INCH CONCRETE PIPE CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0570 ***********************************************************************
 BJ0570  DESIGNATION -  N 283
 BJ0570  PID         -  BJ0570
 BJ0570  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0570  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0570
 BJ0570                         *CURRENT SURVEY CONTROL
 BJ0570  ___________________________________________________________________
 BJ0570* NAD 83(1986)-  30 20 23.     (N)    091 14 30.     (W)     SCALED    
 BJ0570* NAVD 88     -         6.451  (meters)      21.16   (feet)  ADJUSTED  
 BJ0570  ___________________________________________________________________
 BJ0570  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0570  DYNAMIC HT  -           6.443 (meters)      21.14  (feet)  COMP
 BJ0570  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 BJ0570
 BJ0570  VERT ORDER  -  FIRST     CLASS I
 BJ0570
 BJ0570.The horizontal coordinates were scaled from a topographic map and have
 BJ0570.an estimated accuracy of +/- 6 seconds.
 BJ0570
 BJ0570.The orthometric height was determined by differential leveling
 BJ0570.and adjusted by the National Geodetic Survey in February 1994..
 BJ0570
 BJ0570.The geoid height was determined by GEOID03.
 BJ0570
 BJ0570.The dynamic height is computed by dividing the NAVD 88
 BJ0570.geopotential number by the normal gravity value computed on the
 BJ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0570.degrees latitude (g = 980.6199 gals.).
 BJ0570
 BJ0570.The modeled gravity was interpolated from observed gravity values.
 BJ0570
 BJ0570;                    North         East    Units  Estimated Accuracy
 BJ0570;SPC LA S     -   203,930.    1,008,810.      MT  (+/- 180 meters Scaled)
 BJ0570
 BJ0570                          SUPERSEDED SURVEY CONTROL
 BJ0570
 BJ0570  NGVD 29 (??/??/??)    6.454  (m)           21.17   (f) ADJUSTED    1 1
 BJ0570
 BJ0570.Superseded values are not recommended for survey control.
 BJ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0570.See file dsdata.txt to determine how the superseded data were derived.
 BJ0570
 BJ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP690577(NAD 83)
 BJ0570_MARKER: DB = BENCH MARK DISK
 BJ0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0570_SP_SET: FOUNDATION
 BJ0570_STAMPING: N 283 1976
 BJ0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0570+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 BJ0570
 BJ0570  HISTORY     - Date     Condition        Report By
 BJ0570  HISTORY     - 1976     MONUMENTED       NGS
 BJ0570  HISTORY     - 20060313 GOOD             AERODA
 BJ0570  HISTORY     - 20060609 GOOD             NGS
 BJ0570
 BJ0570                          STATION DESCRIPTION
 BJ0570
 BJ0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0570'3.6 MI SOUTH FROM BRUSLY LANDING.
 BJ0570'3.6 MILES SOUTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0570'HIGHWAY 989-2, AT THE CROSSING OF AN OVERHEAD PIPE LINE, 36 FT. NORTH-
 BJ0570'EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST CORNER
 BJ0570'OF THE NORTHWEST CONCRETE FOUNDATION OF THE FIRST ROW OF STEEL PIPE
 BJ0570'LINE SUPPORTS NORTHEAST OF THE HIGHWAY, 3.1 FT. SOUTHWEST OF THE
 BJ0570'NORTHWEST STEEL SUPPORT BEAM.
 BJ0570
 BJ0570                          STATION RECOVERY (2006)
 BJ0570
 BJ0570'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0570'RECOVERED IN GOOD CONDITION.
 BJ0570
 BJ0570                          STATION RECOVERY (2006)
 BJ0570
 BJ0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0570'RECOVERED AS DESCRIBED.  PIPELINES ARE OVER MARK.  UNSUITABLE FOR GPS.
 BJ0570' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0425 ***********************************************************************
 BJ0425  DESIGNATION -  N 284
 BJ0425  PID         -  BJ0425
 BJ0425  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0425  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ0425
 BJ0425                         *CURRENT SURVEY CONTROL
 BJ0425  ___________________________________________________________________
 BJ0425* NAD 83(1986)-  30 45 58.     (N)    091 23 43.     (W)     SCALED    
 BJ0425* NAVD 88     -        12.760  (meters)      41.86   (feet)  ADJUSTED  
 BJ0425  ___________________________________________________________________
 BJ0425  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0425  DYNAMIC HT  -          12.744 (meters)      41.81  (feet)  COMP
 BJ0425  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 BJ0425
 BJ0425  VERT ORDER  -  FIRST     CLASS I
 BJ0425
 BJ0425.The horizontal coordinates were scaled from a topographic map and have
 BJ0425.an estimated accuracy of +/- 6 seconds.
 BJ0425
 BJ0425.The orthometric height was determined by differential leveling
 BJ0425.and adjusted by the National Geodetic Survey in February 1994..
 BJ0425
 BJ0425.The geoid height was determined by GEOID03.
 BJ0425
 BJ0425.The dynamic height is computed by dividing the NAVD 88
 BJ0425.geopotential number by the normal gravity value computed on the
 BJ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0425.degrees latitude (g = 980.6199 gals.).
 BJ0425
 BJ0425.The modeled gravity was interpolated from observed gravity values.
 BJ0425
 BJ0425;                    North         East    Units  Estimated Accuracy
 BJ0425;SPC LA S     -   251,190.      994,070.      MT  (+/- 180 meters Scaled)
 BJ0425
 BJ0425                          SUPERSEDED SURVEY CONTROL
 BJ0425
 BJ0425  NGVD 29 (??/??/??)   12.745  (m)           41.81   (f) ADJUSTED    1 1
 BJ0425
 BJ0425.Superseded values are not recommended for survey control.
 BJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0425.See file dsdata.txt to determine how the superseded data were derived.
 BJ0425
 BJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ535047(NAD 83)
 BJ0425_MARKER: DB = BENCH MARK DISK
 BJ0425_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0425+WITH SETTING: INTO GROUND
 BJ0425_SP_SET: METAL ROD WITH BASE PLATE
 BJ0425_STAMPING: N 284 1976
 BJ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0425+STABILITY: SURFACE MOTION
 BJ0425
 BJ0425  HISTORY     - Date     Condition        Report By
 BJ0425  HISTORY     - 1976     MONUMENTED       NGS
 BJ0425
 BJ0425                          STATION DESCRIPTION
 BJ0425
 BJ0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0425'1.45 MI SOUTH FROM ST FRANCISVILLE.
 BJ0425'1.45 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 BJ0425'ST. FRANCISVILLE, AT THE JUNCTION OF A GRAVELED ROAD LEADING
 BJ0425'WEST AND THE LEVEE ROAD LEADING EAST, 124 FT WEST OF THE CENTER
 BJ0425'LINE OF THE HIGHWAY, 64.5 FT SOUTHWEST OF AND ACROSS THE ROAD FROM THE
 BJ0425'SOUTHEAST CORNER OF A BRICK AND BLOCK BUILDING, 18 FT SOUTH OF THE
 BJ0425'CENTER LINE OF THE ROAD LEADING WEST, 1.5 FT NORTH OF A POWER LINE
 BJ0425'POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0161 ***********************************************************************
 BJ0161  DESIGNATION -  N 284 X
 BJ0161  PID         -  BJ0161
 BJ0161  STATE/COUNTY-  LA/AVOYELLES
 BJ0161  USGS QUAD   -  SIMMESPORT (1969)
 BJ0161
 BJ0161                         *CURRENT SURVEY CONTROL
 BJ0161  ___________________________________________________________________
 BJ0161* NAD 83(1986)-  30 59 03.     (N)    091 47 58.     (W)     SCALED    
 BJ0161* NAVD 88     -        18.197  (meters)      59.70   (feet)  ADJUSTED  
 BJ0161  ___________________________________________________________________
 BJ0161  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0161  DYNAMIC HT  -          18.174 (meters)      59.63  (feet)  COMP
 BJ0161  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 BJ0161
 BJ0161  VERT ORDER  -  FIRST     CLASS I
 BJ0161
 BJ0161.The horizontal coordinates were scaled from a topographic map and have
 BJ0161.an estimated accuracy of +/- 6 seconds.
 BJ0161
 BJ0161.The orthometric height was determined by differential leveling
 BJ0161.and adjusted by the National Geodetic Survey in February 1994..
 BJ0161
 BJ0161.The geoid height was determined by GEOID03.
 BJ0161
 BJ0161.The dynamic height is computed by dividing the NAVD 88
 BJ0161.geopotential number by the normal gravity value computed on the
 BJ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0161.degrees latitude (g = 980.6199 gals.).
 BJ0161
 BJ0161.The modeled gravity was interpolated from observed gravity values.
 BJ0161
 BJ0161;                    North         East    Units  Estimated Accuracy
 BJ0161;SPC LA N     -    53,900.    1,066,920.      MT  (+/- 180 meters Scaled)
 BJ0161
 BJ0161                          SUPERSEDED SURVEY CONTROL
 BJ0161
 BJ0161  NAVD 88 (06/15/91)   18.223  (m)           59.79   (f) UNKNOWN     1 1
 BJ0161  NGVD 29 (??/??/??)   18.175  (m)           59.63   (f) ADJUSTED    1 1
 BJ0161
 BJ0161.Superseded values are not recommended for survey control.
 BJ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0161.See file dsdata.txt to determine how the superseded data were derived.
 BJ0161
 BJ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ146284(NAD 83)
 BJ0161_MARKER: DB = BENCH MARK DISK
 BJ0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0161_SP_SET: BRIDGE
 BJ0161_STAMPING: N 284 X 1976
 BJ0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0161+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 BJ0161
 BJ0161  HISTORY     - Date     Condition        Report By
 BJ0161  HISTORY     - 1976     MONUMENTED       NGS
 BJ0161  HISTORY     - 20040720 GOOD             USPSQD
 BJ0161
 BJ0161                          STATION DESCRIPTION
 BJ0161
 BJ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0161'IN SIMMESPORT.
 BJ0161'AT SIMMESPORT, AT A STEEL TRUSS RAILROAD BRIDGE OVER THE
 BJ0161'ATCHAFALAYA RIVER, 9.5 FT NORTHWEST OF THE NORTHWEST RAIL, IN THE
 BJ0161'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE PIER
 BJ0161
 BJ0161                          STATION RECOVERY (2004)
 BJ0161
 BJ0161'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0161'THE BRIDGE IS NOW A RAILROAD BRIDGE ONLY AND NOT ACCESSIBLE BY FOOT.
 BJ0161'THE PIER WAS OBSERVED FROM THE HIGHWAY I BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0878 ***********************************************************************
 BJ0878  DESIGNATION -  N 286
 BJ0878  PID         -  BJ0878
 BJ0878  STATE/COUNTY-  LA/LIVINGSTON
 BJ0878  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0878
 BJ0878                         *CURRENT SURVEY CONTROL
 BJ0878  ___________________________________________________________________
 BJ0878* NAD 83(1986)-  30 28 32.     (N)    090 57 40.     (W)     SCALED    
 BJ0878* NAVD 88     -        12.098  (meters)      39.69   (feet)  ADJUSTED  
 BJ0878  ___________________________________________________________________
 BJ0878  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0878  DYNAMIC HT  -          12.083 (meters)      39.64  (feet)  COMP
 BJ0878  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ0878
 BJ0878  VERT ORDER  -  FIRST     CLASS I
 BJ0878
 BJ0878.The horizontal coordinates were scaled from a topographic map and have
 BJ0878.an estimated accuracy of +/- 6 seconds.
 BJ0878
 BJ0878.The orthometric height was determined by differential leveling
 BJ0878.and adjusted by the National Geodetic Survey in February 1994..
 BJ0878
 BJ0878.The geoid height was determined by GEOID03.
 BJ0878
 BJ0878.The dynamic height is computed by dividing the NAVD 88
 BJ0878.geopotential number by the normal gravity value computed on the
 BJ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0878.degrees latitude (g = 980.6199 gals.).
 BJ0878
 BJ0878.The modeled gravity was interpolated from observed gravity values.
 BJ0878
 BJ0878;                    North         East    Units  Estimated Accuracy
 BJ0878;SPC LA S     -   219,040.    1,035,740.      MT  (+/- 180 meters Scaled)
 BJ0878
 BJ0878                          SUPERSEDED SURVEY CONTROL
 BJ0878
 BJ0878  NAVD 88 (06/15/91)   12.152  (m)           39.87   (f) UNKNOWN     1 1
 BJ0878  NGVD 29 (??/??/??)   12.124  (m)           39.78   (f) ADJUSTED    1 1
 BJ0878
 BJ0878.Superseded values are not recommended for survey control.
 BJ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0878.See file dsdata.txt to determine how the superseded data were derived.
 BJ0878
 BJ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP957732(NAD 83)
 BJ0878_MARKER: DB = BENCH MARK DISK
 BJ0878_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0878+WITH SETTING: INTO GROUND
 BJ0878_SP_SET: METAL ROD WITH BASE PLATE
 BJ0878_STAMPING: N 286 1976
 BJ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0878+STABILITY: SURFACE MOTION
 BJ0878
 BJ0878  HISTORY     - Date     Condition        Report By
 BJ0878  HISTORY     - 1976     MONUMENTED       NGS
 BJ0878
 BJ0878                          STATION DESCRIPTION
 BJ0878
 BJ0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0878'0.5 MI SW FROM DENHAM SPRINGS.
 BJ0878'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF RANGE
 BJ0878'AVENUE, AT THE JUNCTION OF CARRIE DRIVE, 215 FT NORTHWEST OF THE
 BJ0878'CENTER LINE OF THE HIGHWAY, 25 FT NORTH OF THE CENTER LINE OF THE
 BJ0878'DRIVE, 87.0 FT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 BJ0878'BLOCK BUILDING AT 947 FLORIDA BOULEVARD, 2 FT SOUTHWEST OF A CYCLONE
 BJ0878'FENCE CORNER, THE DISK IS 0.7 FT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0525 ***********************************************************************
 BJ0525  DESIGNATION -  N 287
 BJ0525  PID         -  BJ0525
 BJ0525  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0525  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0525
 BJ0525                         *CURRENT SURVEY CONTROL
 BJ0525  ___________________________________________________________________
 BJ0525* NAD 83(1986)-  30 28 42.     (N)    091 11 14.     (W)     SCALED    
 BJ0525* NAVD 88     -        18.009  (meters)      59.08   (feet)  ADJUSTED  
 BJ0525  ___________________________________________________________________
 BJ0525  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0525  DYNAMIC HT  -          17.986 (meters)      59.01  (feet)  COMP
 BJ0525  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ0525
 BJ0525  VERT ORDER  -  FIRST     CLASS I
 BJ0525
 BJ0525.The horizontal coordinates were scaled from a topographic map and have
 BJ0525.an estimated accuracy of +/- 6 seconds.
 BJ0525
 BJ0525.The orthometric height was determined by differential leveling
 BJ0525.and adjusted by the National Geodetic Survey in February 1994..
 BJ0525
 BJ0525.The geoid height was determined by GEOID03.
 BJ0525
 BJ0525.The dynamic height is computed by dividing the NAVD 88
 BJ0525.geopotential number by the normal gravity value computed on the
 BJ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0525.degrees latitude (g = 980.6199 gals.).
 BJ0525
 BJ0525.The modeled gravity was interpolated from observed gravity values.
 BJ0525
 BJ0525;                    North         East    Units  Estimated Accuracy
 BJ0525;SPC LA S     -   219,300.    1,014,030.      MT  (+/- 180 meters Scaled)
 BJ0525
 BJ0525                          SUPERSEDED SURVEY CONTROL
 BJ0525
 BJ0525  NGVD 29 (??/??/??)   17.992  (m)           59.03   (f) ADJUSTED    1 1
 BJ0525
 BJ0525.Superseded values are not recommended for survey control.
 BJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0525.See file dsdata.txt to determine how the superseded data were derived.
 BJ0525
 BJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740731(NAD 83)
 BJ0525_MARKER: DB = BENCH MARK DISK
 BJ0525_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0525_SP_SET: COPPER-CLAD STEEL ROD
 BJ0525_STAMPING: N 287 1976
 BJ0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0525
 BJ0525  HISTORY     - Date     Condition        Report By
 BJ0525  HISTORY     - 1976     MONUMENTED       NGS
 BJ0525
 BJ0525                          STATION DESCRIPTION
 BJ0525
 BJ0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0525'2.0 MI NORTH FROM BATON ROUGE.
 BJ0525'2.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD LINE FROM THE
 BJ0525'WEST END OF FLORIDA BOULEVARD AT BATON ROUGE, AT THE JUNCTION OF A
 BJ0525'SPUR TRACK LEADING NORTHEAST, 18.5 FT EAST OF THE EAST RAIL OF SIDE
 BJ0525'TRACK, 10 FT EAST OF THE CENTER LINE OF AN ASPHALT ROAD LEADING TO
 BJ0525'THE YARD OFFICE, 9.5 FT WEST OF WEST RAIL OF SPUR TRACK, 1.5 FT WEST
 BJ0525'THE WEST END OF A GATE ACROSS THE SPUR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0977 ***********************************************************************
 BJ0977  DESIGNATION -  N 288
 BJ0977  PID         -  BJ0977
 BJ0977  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0977  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0977
 BJ0977                         *CURRENT SURVEY CONTROL
 BJ0977  ___________________________________________________________________
 BJ0977* NAD 83(1986)-  30 26 42.     (N)    091 07 16.     (W)     SCALED    
 BJ0977* NAVD 88     -        16.495  (meters)      54.12   (feet)  ADJUSTED  
 BJ0977  ___________________________________________________________________
 BJ0977  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0977  DYNAMIC HT  -          16.473 (meters)      54.05  (feet)  COMP
 BJ0977  MODELED GRAV-     979,339.6   (mgal)                       NAVD 88
 BJ0977
 BJ0977  VERT ORDER  -  FIRST     CLASS I
 BJ0977
 BJ0977.The horizontal coordinates were scaled from a topographic map and have
 BJ0977.an estimated accuracy of +/- 6 seconds.
 BJ0977
 BJ0977.The orthometric height was determined by differential leveling
 BJ0977.and adjusted by the National Geodetic Survey in February 1994..
 BJ0977
 BJ0977.The geoid height was determined by GEOID03.
 BJ0977
 BJ0977.The dynamic height is computed by dividing the NAVD 88
 BJ0977.geopotential number by the normal gravity value computed on the
 BJ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0977.degrees latitude (g = 980.6199 gals.).
 BJ0977
 BJ0977.The modeled gravity was interpolated from observed gravity values.
 BJ0977
 BJ0977;                    North         East    Units  Estimated Accuracy
 BJ0977;SPC LA S     -   215,610.    1,020,380.      MT  (+/- 180 meters Scaled)
 BJ0977
 BJ0977                          SUPERSEDED SURVEY CONTROL
 BJ0977
 BJ0977  NGVD 29 (??/??/??)   16.533  (m)           54.24   (f) ADJUSTED    1 1
 BJ0977
 BJ0977.Superseded values are not recommended for survey control.
 BJ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0977.See file dsdata.txt to determine how the superseded data were derived.
 BJ0977
 BJ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP804695(NAD 83)
 BJ0977_MARKER: DB = BENCH MARK DISK
 BJ0977_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0977+WITH SETTING: INTO GROUND
 BJ0977_SP_SET: METAL ROD WITH BASE PLATE
 BJ0977_STAMPING: N 288 1976
 BJ0977_MARK LOGO: NGS   
 BJ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0977+STABILITY: SURFACE MOTION
 BJ0977
 BJ0977  HISTORY     - Date     Condition        Report By
 BJ0977  HISTORY     - 1976     MONUMENTED       NGS
 BJ0977  HISTORY     - 1987     GOOD             USPSQD
 BJ0977  HISTORY     - 1987     GOOD             LA-033
 BJ0977  HISTORY     - 20051212 GOOD             SJB
 BJ0977
 BJ0977                          STATION DESCRIPTION
 BJ0977
 BJ0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0977'3.95 MI EAST FROM BATON ROUGE.
 BJ0977'3.95 MILE EAST ALONG GOVERNMENT STREET FROM ITS INTERSECTION WITH
 BJ0977'SAINT LOUIS STREET, AT THE JUNCTION OF AUDUBON AVENUE AND
 BJ0977'GOVERNMENT STREET, 25 FT SOUTH OF SOUTH CURB OF GOVERNMENT STREET, 58
 BJ0977'FT EAST OF THE NORTHEAST CORNER OF A RED BRICK HOUSE NUMBER 524,
 BJ0977'6.5 FT WEST OF WEST CURB OF AUDUBON AVENUE, 2.5 FT WEST OF A POWER
 BJ0977'POLE WITH LINES LEADING NORTH, SOUTH AND EAST.
 BJ0977
 BJ0977                          STATION RECOVERY (1987)
 BJ0977
 BJ0977'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 BJ0977'RECOVERED IN GOOD CONDITION.
 BJ0977
 BJ0977                          STATION RECOVERY (1987)
 BJ0977
 BJ0977'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0977'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 6.4 KM
 BJ0977'(3.95 MI) EAST ALONG GOVERNMENT STREET FROM THE INTERSECTION OF
 BJ0977'GOVERNMENT STREET AND SAINT LOUIS STREET TO THE JUNCTION OF
 BJ0977'GOVERNMENT STREET AND AUDUBON AVENUE, 17.7 METERS (58 FT) EAST OF THE
 BJ0977'NORTHEAST CORNER OF A RED BRICK HOUSE NUMBERED 524, 7.6 METERS (25
 BJ0977'FT) SOUTH OF THE SOUTH CURB OF GOVERNMENT STREET, 2.0 METERS (6.5 FT)
 BJ0977'WEST OF THE WEST CURB OF AUDUBON AVENUE, AND 0.8 METERS (2.5 FT) WEST
 BJ0977'OF A POWER POLE WITH LINES LEADING NORTH, SOUTH, AND EAST.
 BJ0977'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 BJ0977'THE MARK IS ABOVE LEVEL WITH GOVERNMENT STREET.
 BJ0977
 BJ0977                          STATION RECOVERY (2005)
 BJ0977
 BJ0977'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1302 ***********************************************************************
 BK1302  DESIGNATION -  N 29
 BK1302  PID         -  BK1302
 BK1302  STATE/COUNTY-  LA/BEAUREGARD
 BK1302  USGS QUAD   -  SINGER (1986)
 BK1302
 BK1302                         *CURRENT SURVEY CONTROL
 BK1302  ___________________________________________________________________
 BK1302* NAD 83(1986)-  30 37 46.     (N)    093 25 15.     (W)     SCALED    
 BK1302* NAVD 88     -        41.60   (+/-2cm)     136.5    (feet)  VERTCON   
 BK1302  ___________________________________________________________________
 BK1302  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK1302
 BK1302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1302
 BK1302.The horizontal coordinates were scaled from a topographic map and have
 BK1302.an estimated accuracy of +/- 6 seconds.
 BK1302
 BK1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1302.The vertical order pertains to the NGVD 29 superseded value.
 BK1302
 BK1302.The geoid height was determined by GEOID03.
 BK1302
 BK1302;                    North         East    Units  Estimated Accuracy
 BK1302;SPC LA S     -   237,860.      799,880.      MT  (+/- 180 meters Scaled)
 BK1302
 BK1302                          SUPERSEDED SURVEY CONTROL
 BK1302
 BK1302  NGVD 29 (??/??/??)   41.620  (m)          136.55   (f) ADJUSTED    2 0
 BK1302
 BK1302.Superseded values are not recommended for survey control.
 BK1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1302.See file dsdata.txt to determine how the superseded data were derived.
 BK1302
 BK1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP596886(NAD 83)
 BK1302_MARKER: DB = BENCH MARK DISK
 BK1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1302_STAMPING: N 29 1935
 BK1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1302+STABILITY: SURFACE MOTION
 BK1302
 BK1302  HISTORY     - Date     Condition        Report By
 BK1302  HISTORY     - 1935     MONUMENTED       CGS
 BK1302
 BK1302                          STATION DESCRIPTION
 BK1302
 BK1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1302'2.0 MI S FROM SINGER.
 BK1302'2.0 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM SINGER,
 BK1302'BEAUREGARD PARISH, 0.2 MILE NORTH OF MILEPOST 707, AT BRIDGE 707 A, IN
 BK1302'THE TOP OF THE NORTH CONCRETE ABUTMENT, AND 5 FEET EAST OF THE
 BK1302'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 29 1935 AND SET
 BK1302'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0913 ***********************************************************************
 BJ0913  DESIGNATION -  N 290
 BJ0913  PID         -  BJ0913
 BJ0913  STATE/COUNTY-  LA/LIVINGSTON
 BJ0913  USGS QUAD   -  ALBANY (1974)
 BJ0913
 BJ0913                         *CURRENT SURVEY CONTROL
 BJ0913  ___________________________________________________________________
 BJ0913* NAD 83(1986)-  30 30 16.     (N)    090 36 52.     (W)     SCALED    
 BJ0913* NAVD 88     -        13.649  (meters)      44.78   (feet)  ADJUSTED  
 BJ0913  ___________________________________________________________________
 BJ0913  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0913  DYNAMIC HT  -          13.631 (meters)      44.72  (feet)  COMP
 BJ0913  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0913
 BJ0913  VERT ORDER  -  FIRST     CLASS I
 BJ0913
 BJ0913.The horizontal coordinates were scaled from a topographic map and have
 BJ0913.an estimated accuracy of +/- 6 seconds.
 BJ0913
 BJ0913.The orthometric height was determined by differential leveling
 BJ0913.and adjusted by the National Geodetic Survey in February 1994..
 BJ0913
 BJ0913.The geoid height was determined by GEOID03.
 BJ0913
 BJ0913.The dynamic height is computed by dividing the NAVD 88
 BJ0913.geopotential number by the normal gravity value computed on the
 BJ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0913.degrees latitude (g = 980.6199 gals.).
 BJ0913
 BJ0913.The modeled gravity was interpolated from observed gravity values.
 BJ0913
 BJ0913;                    North         East    Units  Estimated Accuracy
 BJ0913;SPC LA S     -   222,400.    1,069,010.      MT  (+/- 180 meters Scaled)
 BJ0913
 BJ0913                          SUPERSEDED SURVEY CONTROL
 BJ0913
 BJ0913  NAVD 88 (06/15/91)   13.690  (m)           44.91   (f) UNKNOWN     1 1
 BJ0913  NGVD 29 (??/??/??)   13.666  (m)           44.84   (f) ADJUSTED    1 1
 BJ0913
 BJ0913.Superseded values are not recommended for survey control.
 BJ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0913.See file dsdata.txt to determine how the superseded data were derived.
 BJ0913
 BJ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP289771(NAD 83)
 BJ0913_MARKER: DB = BENCH MARK DISK
 BJ0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0913_SP_SET: CULVERT
 BJ0913_STAMPING: N 290 1976
 BJ0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0913
 BJ0913  HISTORY     - Date     Condition        Report By
 BJ0913  HISTORY     - 1976     MONUMENTED       NGS
 BJ0913  HISTORY     - 1979     GOOD             LADTD
 BJ0913
 BJ0913                          STATION DESCRIPTION
 BJ0913
 BJ0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0913'1.9 MI WEST FROM ALBANY.
 BJ0913'1.9 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0913'HIGHWAY 43 AT THE CROSSING OF TURKEY CREEK, 25 FT NORTH OF THE
 BJ0913'CENTER LINE OF THE HIGHWAY, 91 FT EAST OF THE CENTER LINE OF A
 BJ0913'DRIVEWAY LEADING NORTH, IN THE TOP OF THE WEST END OF THE NORTH 47 FT
 BJ0913'LONG HEAD WALL OF A CULVERT, 0.8 FT EAST OF THE WEST END OF THE
 BJ0913'HEAD WALL.
 BJ0913
 BJ0913                          STATION RECOVERY (1979)
 BJ0913
 BJ0913'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0249 ***********************************************************************
 BJ0249  DESIGNATION -  N 291
 BJ0249  PID         -  BJ0249
 BJ0249  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0249  USGS QUAD   -  MELVILLE (1994)
 BJ0249
 BJ0249                         *CURRENT SURVEY CONTROL
 BJ0249  ___________________________________________________________________
 BJ0249* NAD 83(1986)-  30 40 06.     (N)    091 39 33.     (W)     SCALED    
 BJ0249* NAVD 88     -         9.911  (meters)      32.52   (feet)  ADJUSTED  
 BJ0249  ___________________________________________________________________
 BJ0249  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ0249  DYNAMIC HT  -           9.899 (meters)      32.48  (feet)  COMP
 BJ0249  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 BJ0249
 BJ0249  VERT ORDER  -  FIRST     CLASS I
 BJ0249
 BJ0249.The horizontal coordinates were scaled from a topographic map and have
 BJ0249.an estimated accuracy of +/- 6 seconds.
 BJ0249
 BJ0249.The orthometric height was determined by differential leveling
 BJ0249.and adjusted by the National Geodetic Survey in February 1994..
 BJ0249
 BJ0249.The geoid height was determined by GEOID03.
 BJ0249
 BJ0249.The dynamic height is computed by dividing the NAVD 88
 BJ0249.geopotential number by the normal gravity value computed on the
 BJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0249.degrees latitude (g = 980.6199 gals.).
 BJ0249
 BJ0249.The modeled gravity was interpolated from observed gravity values.
 BJ0249
 BJ0249;                    North         East    Units  Estimated Accuracy
 BJ0249;SPC LA S     -   240,400.      968,780.      MT  (+/- 180 meters Scaled)
 BJ0249
 BJ0249                          SUPERSEDED SURVEY CONTROL
 BJ0249
 BJ0249  NGVD 29 (??/??/??)    9.914  (m)           32.53   (f) ADJUSTED    1 1
 BJ0249
 BJ0249.Superseded values are not recommended for survey control.
 BJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0249.See file dsdata.txt to determine how the superseded data were derived.
 BJ0249
 BJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP284936(NAD 83)
 BJ0249_MARKER: DB = BENCH MARK DISK
 BJ0249_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0249+WITH SETTING: INTO GROUND
 BJ0249_SP_SET: METAL ROD WITH BASE PLATE
 BJ0249_STAMPING: N 291 1976
 BJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0249+STABILITY: SURFACE MOTION
 BJ0249
 BJ0249  HISTORY     - Date     Condition        Report By
 BJ0249  HISTORY     - 1976     MONUMENTED       NGS
 BJ0249
 BJ0249                          STATION DESCRIPTION
 BJ0249
 BJ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0249'8.9 MI NORTH FROM LOTTIE.
 BJ0249'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0249'HIGHWAY 81, THENCE 7.9 MILES NORTH ALONG A LEVEE ROAD, 9.1 MILES
 BJ0249'SOUTH OF MORGANZA, AT THE JUNCTION OF A GRAVELED ROAD, 119 FT EAST
 BJ0249'OF THE CENTER LINE OF THE LEVEE ROAD, 62 FT SOUTHWEST OF THE CENTER
 BJ0249'LINE OF THE GRAVELED ROAD, 115.5 FT SOUTHEAST OF THE SOUTH CORNER
 BJ0249'OF A CATTLEGUARD, 160.3 FT NORTHWEST OF THE CENTER OF THE SOUTHWEST
 BJ0249'END OF A LARGE PIPE CULVERT, 1.8 FT SOUTHWEST OF A FENCE, THE DISK
 BJ0249'IS 0.7 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0249'THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0291 ***********************************************************************
 BJ0291  DESIGNATION -  N 292
 BJ0291  PID         -  BJ0291
 BJ0291  STATE/COUNTY-  LA/IBERVILLE
 BJ0291  USGS QUAD   -  COW BAYOU (1992)
 BJ0291
 BJ0291                         *CURRENT SURVEY CONTROL
 BJ0291  ___________________________________________________________________
 BJ0291* NAD 83(1986)-  30 18 01.     (N)    091 30 04.     (W)     SCALED    
 BJ0291* NAVD 88     -         3.877  (meters)      12.72   (feet)  ADJUSTED  
 BJ0291  ___________________________________________________________________
 BJ0291  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0291  DYNAMIC HT  -           3.872 (meters)      12.70  (feet)  COMP
 BJ0291  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 BJ0291
 BJ0291  VERT ORDER  -  FIRST     CLASS I
 BJ0291
 BJ0291.The horizontal coordinates were scaled from a topographic map and have
 BJ0291.an estimated accuracy of +/- 6 seconds.
 BJ0291
 BJ0291.The orthometric height was determined by differential leveling
 BJ0291.and adjusted by the National Geodetic Survey in February 1994..
 BJ0291
 BJ0291.The geoid height was determined by GEOID03.
 BJ0291
 BJ0291.The dynamic height is computed by dividing the NAVD 88
 BJ0291.geopotential number by the normal gravity value computed on the
 BJ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0291.degrees latitude (g = 980.6199 gals.).
 BJ0291
 BJ0291.The modeled gravity was interpolated from observed gravity values.
 BJ0291
 BJ0291;                    North         East    Units  Estimated Accuracy
 BJ0291;SPC LA S     -   199,560.      983,860.      MT  (+/- 180 meters Scaled)
 BJ0291
 BJ0291                          SUPERSEDED SURVEY CONTROL
 BJ0291
 BJ0291  NGVD 29 (??/??/??)    3.900  (m)           12.80   (f) ADJUSTED    1 1
 BJ0291
 BJ0291.Superseded values are not recommended for survey control.
 BJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0291.See file dsdata.txt to determine how the superseded data were derived.
 BJ0291
 BJ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP441530(NAD 83)
 BJ0291_MARKER: DB = BENCH MARK DISK
 BJ0291_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0291+WITH SETTING: INTO GROUND
 BJ0291_SP_SET: METAL ROD WITH BASE PLATE
 BJ0291_STAMPING: N 292 1976
 BJ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0291+STABILITY: SURFACE MOTION
 BJ0291
 BJ0291  HISTORY     - Date     Condition        Report By
 BJ0291  HISTORY     - 1976     MONUMENTED       NGS
 BJ0291  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0291
 BJ0291                          STATION DESCRIPTION
 BJ0291
 BJ0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0291'7.9 MI SOUTH FROM RAMAH.
 BJ0291'7.9 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0291'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, ON THE
 BJ0291'INSIDE OF A LONG CURVE, 34 FT WEST OF THE CENTER LINE OF THE ROAD,
 BJ0291'1 FT NORTH OF A WITNESS POST, THE DISK IS 0.6 FT BELOW THE LEVEL OF
 BJ0291'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC PLUG.
 BJ0291
 BJ0291                          STATION RECOVERY (1990)
 BJ0291
 BJ0291'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0770 ***********************************************************************
 BJ0770  DESIGNATION -  N 294
 BJ0770  PID         -  BJ0770
 BJ0770  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0770  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0770
 BJ0770                         *CURRENT SURVEY CONTROL
 BJ0770  ___________________________________________________________________
 BJ0770* NAD 83(1986)-  30 27 34.     (N)    091 12 38.     (W)     SCALED    
 BJ0770* NAVD 88     -         6.403  (meters)      21.01   (feet)  ADJUSTED  
 BJ0770  ___________________________________________________________________
 BJ0770  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0770  DYNAMIC HT  -           6.395 (meters)      20.98  (feet)  COMP
 BJ0770  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ0770
 BJ0770  VERT ORDER  -  FIRST     CLASS I
 BJ0770
 BJ0770.The horizontal coordinates were scaled from a topographic map and have
 BJ0770.an estimated accuracy of +/- 6 seconds.
 BJ0770
 BJ0770.The orthometric height was determined by differential leveling
 BJ0770.and adjusted by the National Geodetic Survey in February 1994..
 BJ0770
 BJ0770.The geoid height was determined by GEOID03.
 BJ0770
 BJ0770.The dynamic height is computed by dividing the NAVD 88
 BJ0770.geopotential number by the normal gravity value computed on the
 BJ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0770.degrees latitude (g = 980.6199 gals.).
 BJ0770
 BJ0770.The modeled gravity was interpolated from observed gravity values.
 BJ0770
 BJ0770;                    North         East    Units  Estimated Accuracy
 BJ0770;SPC LA S     -   217,200.    1,011,790.      MT  (+/- 180 meters Scaled)
 BJ0770
 BJ0770                          SUPERSEDED SURVEY CONTROL
 BJ0770
 BJ0770  NGVD 29 (??/??/??)    6.392  (m)           20.97   (f) ADJUSTED    1 1
 BJ0770
 BJ0770.Superseded values are not recommended for survey control.
 BJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0770.See file dsdata.txt to determine how the superseded data were derived.
 BJ0770
 BJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP718710(NAD 83)
 BJ0770_MARKER: DB = BENCH MARK DISK
 BJ0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0770_SP_SET: CATCH BASIN STRUCTURE
 BJ0770_STAMPING: N 294 1976
 BJ0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0770
 BJ0770  HISTORY     - Date     Condition        Report By
 BJ0770  HISTORY     - 1976     MONUMENTED       NGS
 BJ0770
 BJ0770                          STATION DESCRIPTION
 BJ0770
 BJ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0770'IN PORT ALLEN.
 BJ0770'AT PORT ALLEN, AT THE NORTHWEST CORNER OF THE JUNCTION OF STATE
 BJ0770'HIGHWAY 1 (NORTH ALEXANDER AVE) AND MICHIGAN AVENUE, 35 FT EAST OF
 BJ0770'THE CENTER LINE OF THE EAST HIGHWAY LANES, 24 FT NORTH OF THE
 BJ0770'EXTENDED CENTER LINE OF THE AVENUE, IN THE TOP OF THE SOUTHEAST
 BJ0770'CORNER OF A 4 BY 5 FOOT CONCRETE CATCH BASIN STRUCTURE, 20 FT WEST
 BJ0770'OF THE CENTER LINE OF A FRONTAGE ROAD, 0.8 FT NORTHWEST OF THE
 BJ0770'SOUTHEAST CORNER OF THE STRUCTURE, 0.4 FT SOUTHEAST OF THE SOUTHEAST
 BJ0770'CORNER OF A STEEL GRATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0794 ***********************************************************************
 BJ0794  DESIGNATION -  N 295
 BJ0794  PID         -  BJ0794
 BJ0794  STATE/COUNTY-  LA/IBERVILLE
 BJ0794  USGS QUAD   -  MARINGOUIN (1992)
 BJ0794
 BJ0794                         *CURRENT SURVEY CONTROL
 BJ0794  ___________________________________________________________________
 BJ0794* NAD 83(1986)-  30 24 13.     (N)    091 30 10.     (W)     SCALED    
 BJ0794* NAVD 88     -         4.197  (meters)      13.77   (feet)  ADJUSTED  
 BJ0794  ___________________________________________________________________
 BJ0794  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0794  DYNAMIC HT  -           4.191 (meters)      13.75  (feet)  COMP
 BJ0794  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 BJ0794
 BJ0794  VERT ORDER  -  FIRST     CLASS I
 BJ0794
 BJ0794.The horizontal coordinates were scaled from a topographic map and have
 BJ0794.an estimated accuracy of +/- 6 seconds.
 BJ0794
 BJ0794.The orthometric height was determined by differential leveling
 BJ0794.and adjusted by the National Geodetic Survey in February 1994..
 BJ0794
 BJ0794.The geoid height was determined by GEOID03.
 BJ0794
 BJ0794.The dynamic height is computed by dividing the NAVD 88
 BJ0794.geopotential number by the normal gravity value computed on the
 BJ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0794.degrees latitude (g = 980.6199 gals.).
 BJ0794
 BJ0794.The modeled gravity was interpolated from observed gravity values.
 BJ0794
 BJ0794;                    North         East    Units  Estimated Accuracy
 BJ0794;SPC LA S     -   211,020.      983,720.      MT  (+/- 180 meters Scaled)
 BJ0794
 BJ0794                          SUPERSEDED SURVEY CONTROL
 BJ0794
 BJ0794  NGVD 29 (??/??/??)    4.212  (m)           13.82   (f) ADJUSTED    1 1
 BJ0794
 BJ0794.Superseded values are not recommended for survey control.
 BJ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0794.See file dsdata.txt to determine how the superseded data were derived.
 BJ0794
 BJ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP438644(NAD 83)
 BJ0794_MARKER: DB = BENCH MARK DISK
 BJ0794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0794_SP_SET: COPPER-CLAD STEEL ROD
 BJ0794_STAMPING: N 295 1976
 BJ0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0794
 BJ0794  HISTORY     - Date     Condition        Report By
 BJ0794  HISTORY     - 1976     MONUMENTED       NGS
 BJ0794  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0794
 BJ0794                          STATION DESCRIPTION
 BJ0794
 BJ0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0794'0.4 MI EAST FROM RAMAH.
 BJ0794'0.2 MILE NORTH ALONG STATE HIGHWAY 3000 FROM THE INTERSTATE HIGHWAY
 BJ0794'10 WEST BOUND LANES OVERPASS, THENCE 0.2 MILE EAST ALONG A TRACK
 BJ0794'ROAD ON AN OLD RAILROAD GRADE, AT THE CROSSING OF A POWER LINE, 12 FT
 BJ0794'SOUTH OF THE CENTER LINE OF THE ROAD, 2.5 FT NORTH OF THE NORTHWEST
 BJ0794'ONE OF 3 POWER LINE POLES (POLE NUMBER 257-316), THE DISK IS 11
 BJ0794'INCHES BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0794'THROUGH A 4-INCH PLASTIC SCREW PLUG
 BJ0794
 BJ0794                          STATION RECOVERY (1990)
 BJ0794
 BJ0794'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0094 ***********************************************************************
 BK0094  DESIGNATION -  N 30
 BK0094  PID         -  BK0094
 BK0094  STATE/COUNTY-  LA/ST LANDRY
 BK0094  USGS QUAD   -  LAWTELL (1983)
 BK0094
 BK0094                         *CURRENT SURVEY CONTROL
 BK0094  ___________________________________________________________________
 BK0094* NAD 83(1986)-  30 30 58.     (N)    092 13 10.     (W)     SCALED    
 BK0094* NAVD 88     -        17.77   (+/-2cm)      58.3    (feet)  VERTCON   
 BK0094  ___________________________________________________________________
 BK0094  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0094
 BK0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0094
 BK0094.The horizontal coordinates were scaled from a topographic map and have
 BK0094.an estimated accuracy of +/- 6 seconds.
 BK0094
 BK0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0094.The vertical order pertains to the NGVD 29 superseded value.
 BK0094
 BK0094.The geoid height was determined by GEOID03.
 BK0094
 BK0094;                    North         East    Units  Estimated Accuracy
 BK0094;SPC LA S     -   223,810.      914,950.      MT  (+/- 180 meters Scaled)
 BK0094
 BK0094                          SUPERSEDED SURVEY CONTROL
 BK0094
 BK0094  NGVD 29 (??/??/??)   17.733  (m)           58.18   (f) ADJUSTED    2 0
 BK0094
 BK0094.Superseded values are not recommended for survey control.
 BK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0094.See file dsdata.txt to determine how the superseded data were derived.
 BK0094
 BK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP748762(NAD 83)
 BK0094_MARKER: DB = BENCH MARK DISK
 BK0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0094_STAMPING: N 30 1935
 BK0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0094+STABILITY: SURFACE MOTION
 BK0094
 BK0094  HISTORY     - Date     Condition        Report By
 BK0094  HISTORY     - 1935     MONUMENTED       CGS
 BK0094  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0094
 BK0094                          STATION DESCRIPTION
 BK0094
 BK0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0094'2.1 MI W FROM LAWTELL.
 BK0094'2.1 MI W OF AND ALONG THE M P R R 36 FEET S OF TRACK.  6 FEET N OF R/W
 BK0094'FENCE.  130 FEET E ALONG TRACK FROM MILEPOST 582.  21 FEET E OF SIDE
 BK0094'ROAD CROSSING RAILWAY.
 BK0094
 BK0094                          STATION RECOVERY (1980)
 BK0094
 BK0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2293 ***********************************************************************
 BX2293  DESIGNATION -  N 301
 BX2293  PID         -  BX2293
 BX2293  STATE/COUNTY-  LA/GRANT
 BX2293  USGS QUAD   -  COLFAX (1985)
 BX2293
 BX2293                         *CURRENT SURVEY CONTROL
 BX2293  ___________________________________________________________________
 BX2293* NAD 83(1986)-  31 31 28.     (N)    092 42 39.     (W)     SCALED    
 BX2293* NAVD 88     -        29.155  (meters)      95.65   (feet)  ADJUSTED  
 BX2293  ___________________________________________________________________
 BX2293  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX2293  DYNAMIC HT  -          29.120 (meters)      95.54  (feet)  COMP
 BX2293  MODELED GRAV-     979,443.4   (mgal)                       NAVD 88
 BX2293
 BX2293  VERT ORDER  -  FIRST     CLASS I
 BX2293
 BX2293.The horizontal coordinates were scaled from a topographic map and have
 BX2293.an estimated accuracy of +/- 6 seconds.
 BX2293
 BX2293.The orthometric height was determined by differential leveling
 BX2293.and adjusted by the National Geodetic Survey in February 1994..
 BX2293
 BX2293.The geoid height was determined by GEOID03.
 BX2293
 BX2293.The dynamic height is computed by dividing the NAVD 88
 BX2293.geopotential number by the normal gravity value computed on the
 BX2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2293.degrees latitude (g = 980.6199 gals.).
 BX2293
 BX2293.The modeled gravity was interpolated from observed gravity values.
 BX2293
 BX2293;                    North         East    Units  Estimated Accuracy
 BX2293;SPC LA N     -   113,610.      979,980.      MT  (+/- 180 meters Scaled)
 BX2293
 BX2293                          SUPERSEDED SURVEY CONTROL
 BX2293
 BX2293  NAVD 88 (06/15/91)   29.154  (m)           95.65   (f) UNKNOWN     1 1
 BX2293  NGVD 29 (??/??/??)   29.163  (m)           95.68   (f) ADJUSTED    1 1
 BX2293
 BX2293.Superseded values are not recommended for survey control.
 BX2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2293.See file dsdata.txt to determine how the superseded data were derived.
 BX2293
 BX2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ274877(NAD 83)
 BX2293_MARKER: DB = BENCH MARK DISK
 BX2293_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2293+WITH SETTING: INTO GROUND
 BX2293_SP_SET: METAL ROD WITH BASE PLATE
 BX2293_STAMPING: N 301 1977
 BX2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2293+STABILITY: SURFACE MOTION
 BX2293
 BX2293  HISTORY     - Date     Condition        Report By
 BX2293  HISTORY     - 1977     MONUMENTED       NGS
 BX2293
 BX2293                          STATION DESCRIPTION
 BX2293
 BX2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2293'0.8 MI NE FROM COLFAX.
 BX2293'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 BX2293'COLFAX, THENCE 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 158, 60 FEET
 BX2293'NORTHWEST OF THE NORTHWEST CORNER OF SHIRLEYS AND SONNYS EAT-N-
 BX2293'RUN RESTAURANT, 36 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY
 BX2293'158, 9 FEET SOUTHWEST OF A JUNCTION POWER LINE POLE NUMBER
 BX2293'93432-31189 WITH 2 TRANSFORMERS, AND 2 FEET SOUTHEAST OF A
 BX2293'CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2242 ***********************************************************************
 BX2242  DESIGNATION -  N 302
 BX2242  PID         -  BX2242
 BX2242  STATE/COUNTY-  LA/AVOYELLES
 BX2242  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2242
 BX2242                         *CURRENT SURVEY CONTROL
 BX2242  ___________________________________________________________________
 BX2242* NAD 83(1986)-  31 14 14.     (N)    092 02 12.     (W)     SCALED    
 BX2242* NAVD 88     -        18.042  (meters)      59.19   (feet)  ADJUSTED  
 BX2242  ___________________________________________________________________
 BX2242  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BX2242  DYNAMIC HT  -          18.020 (meters)      59.12  (feet)  COMP
 BX2242  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 BX2242
 BX2242  VERT ORDER  -  FIRST     CLASS I
 BX2242
 BX2242.The horizontal coordinates were scaled from a topographic map and have
 BX2242.an estimated accuracy of +/- 6 seconds.
 BX2242
 BX2242.The orthometric height was determined by differential leveling
 BX2242.and adjusted by the National Geodetic Survey in February 1994..
 BX2242
 BX2242.The geoid height was determined by GEOID03.
 BX2242
 BX2242.The dynamic height is computed by dividing the NAVD 88
 BX2242.geopotential number by the normal gravity value computed on the
 BX2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2242.degrees latitude (g = 980.6199 gals.).
 BX2242
 BX2242.The modeled gravity was interpolated from observed gravity values.
 BX2242
 BX2242;                    North         East    Units  Estimated Accuracy
 BX2242;SPC LA N     -    81,840.    1,044,140.      MT  (+/- 180 meters Scaled)
 BX2242
 BX2242                          SUPERSEDED SURVEY CONTROL
 BX2242
 BX2242  NAVD 88 (06/15/91)   18.051  (m)           59.22   (f) UNKNOWN     1 1
 BX2242  NGVD 29 (??/??/??)   18.006  (m)           59.07   (f) ADJUSTED    1 1
 BX2242
 BX2242.Superseded values are not recommended for survey control.
 BX2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2242.See file dsdata.txt to determine how the superseded data were derived.
 BX2242
 BX2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ917562(NAD 83)
 BX2242_MARKER: DB = BENCH MARK DISK
 BX2242_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2242+WITH SETTING: INTO GROUND
 BX2242_SP_SET: METAL ROD WITH BASE PLATE
 BX2242_STAMPING: N 302 1977
 BX2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2242+STABILITY: SURFACE MOTION
 BX2242
 BX2242  HISTORY     - Date     Condition        Report By
 BX2242  HISTORY     - 1977     MONUMENTED       NGS
 BX2242
 BX2242                          STATION DESCRIPTION
 BX2242
 BX2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2242'11.7 MI NE FROM EFFIE.
 BX2242'11.7 MILES NORTHEAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2242'STATE HIGHWAYS 1196, 107, AND 115 AT EFFIE, 133 FEET WEST-NORTH-
 BX2242'WEST OF THE CENTER LINE OF HIGHWAY, 58 FEET NORTHEAST OF THE NORTH-
 BX2242'EAST CORNER OF A WHITE FRAME HOUSE, 36 FEET NORTHWEST OF THE CENTER-
 BX2242'LINE OF A DIRT DRIVEWAY, AND 2 FEET NORTH OF A POWERLINE POLE WITH
 BX2242'TWO TRANSFORMERS AND A GUYED WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2320 ***********************************************************************
 BX2320  DESIGNATION -  N 303
 BX2320  PID         -  BX2320
 BX2320  STATE/COUNTY-  LA/NATCHITOCHES
 BX2320  USGS QUAD   -  MONTGOMERY (1993)
 BX2320
 BX2320                         *CURRENT SURVEY CONTROL
 BX2320  ___________________________________________________________________
 BX2320* NAD 83(1986)-  31 42 21.     (N)    092 58 13.     (W)     SCALED    
 BX2320* NAVD 88     -        32.558  (meters)     106.82   (feet)  ADJUSTED  
 BX2320  ___________________________________________________________________
 BX2320  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2320  DYNAMIC HT  -          32.519 (meters)     106.69  (feet)  COMP
 BX2320  MODELED GRAV-     979,447.5   (mgal)                       NAVD 88
 BX2320
 BX2320  VERT ORDER  -  FIRST     CLASS I
 BX2320
 BX2320.The horizontal coordinates were scaled from a topographic map and have
 BX2320.an estimated accuracy of +/- 6 seconds.
 BX2320
 BX2320.The orthometric height was determined by differential leveling
 BX2320.and adjusted by the National Geodetic Survey in February 1994..
 BX2320
 BX2320.The geoid height was determined by GEOID03.
 BX2320
 BX2320.The dynamic height is computed by dividing the NAVD 88
 BX2320.geopotential number by the normal gravity value computed on the
 BX2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2320.degrees latitude (g = 980.6199 gals.).
 BX2320
 BX2320.The modeled gravity was interpolated from observed gravity values.
 BX2320
 BX2320;                    North         East    Units  Estimated Accuracy
 BX2320;SPC LA N     -   133,790.      955,420.      MT  (+/- 180 meters Scaled)
 BX2320
 BX2320                          SUPERSEDED SURVEY CONTROL
 BX2320
 BX2320  NAVD 88 (06/15/91)   32.557  (m)          106.81   (f) UNKNOWN     1 1
 BX2320  NGVD 29 (??/??/??)   32.589  (m)          106.92   (f) ADJUSTED    1 1
 BX2320
 BX2320.Superseded values are not recommended for survey control.
 BX2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2320.See file dsdata.txt to determine how the superseded data were derived.
 BX2320
 BX2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR028078(NAD 83)
 BX2320_MARKER: DB = BENCH MARK DISK
 BX2320_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2320+WITH SETTING: INTO GROUND
 BX2320_SP_SET: METAL ROD WITH BASE PLATE
 BX2320_STAMPING: N 303 1977
 BX2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2320+STABILITY: SURFACE MOTION
 BX2320
 BX2320  HISTORY     - Date     Condition        Report By
 BX2320  HISTORY     - 1977     MONUMENTED       NGS
 BX2320
 BX2320                          STATION DESCRIPTION
 BX2320
 BX2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2320'13.1 MI SE FROM NATCHITOCHES.
 BX2320'3.3 MILES NORTHEAST ALONG WILLIAMS AVEUNE FROM THE JUNCTION OF
 BX2320'THE NORTH BRIDGE AT NATCHITOCHES TO THE BETHEL BAPTIST CHURCH,
 BX2320'THENCE 9.8 MILES SOUTHEAST ALONG THE LEVEE WHICH IS ALSO A GRAVEL
 BX2320'ROAD, 71 FEET SOUTH OF THE CENTER OF THE LEVEE, AND 1 FOOT NORTH
 BX2320'OF A FENCE AT THE TOE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2342 ***********************************************************************
 BX2342  DESIGNATION -  N 304
 BX2342  PID         -  BX2342
 BX2342  STATE/COUNTY-  LA/NATCHITOCHES
 BX2342  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2342
 BX2342                         *CURRENT SURVEY CONTROL
 BX2342  ___________________________________________________________________
 BX2342* NAD 83(1986)-  31 50 14.     (N)    093 07 15.     (W)     SCALED    
 BX2342* NAVD 88     -        35.977  (meters)     118.03   (feet)  ADJUSTED  
 BX2342  ___________________________________________________________________
 BX2342  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2342  DYNAMIC HT  -          35.935 (meters)     117.90  (feet)  COMP
 BX2342  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 BX2342
 BX2342  VERT ORDER  -  FIRST     CLASS I
 BX2342
 BX2342.The horizontal coordinates were scaled from a topographic map and have
 BX2342.an estimated accuracy of +/- 6 seconds.
 BX2342
 BX2342.The orthometric height was determined by differential leveling
 BX2342.and adjusted by the National Geodetic Survey in February 1994..
 BX2342
 BX2342.The geoid height was determined by GEOID03.
 BX2342
 BX2342.The dynamic height is computed by dividing the NAVD 88
 BX2342.geopotential number by the normal gravity value computed on the
 BX2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2342.degrees latitude (g = 980.6199 gals.).
 BX2342
 BX2342.The modeled gravity was interpolated from observed gravity values.
 BX2342
 BX2342;                    North         East    Units  Estimated Accuracy
 BX2342;SPC LA N     -   148,430.      941,240.      MT  (+/- 180 meters Scaled)
 BX2342
 BX2342                          SUPERSEDED SURVEY CONTROL
 BX2342
 BX2342  NAVD 88 (06/15/91)   35.977  (m)          118.03   (f) UNKNOWN     1 1
 BX2342  NGVD 29 (??/??/??)   36.026  (m)          118.20   (f) ADJUSTED    1 1
 BX2342
 BX2342.Superseded values are not recommended for survey control.
 BX2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2342.See file dsdata.txt to determine how the superseded data were derived.
 BX2342
 BX2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR885224(NAD 83)
 BX2342_MARKER: DB = BENCH MARK DISK
 BX2342_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2342+WITH SETTING: INTO GROUND
 BX2342_SP_SET: METAL ROD WITH BASE PLATE
 BX2342_STAMPING: N 304 1977
 BX2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2342+STABILITY: SURFACE MOTION
 BX2342
 BX2342  HISTORY     - Date     Condition        Report By
 BX2342  HISTORY     - 1977     MONUMENTED       NGS
 BX2342
 BX2342                          STATION DESCRIPTION
 BX2342
 BX2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2342'5.3 MI SE FROM POWHATAN.
 BX2342'5.3 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX2342'JUNCTION OF STATE HIGHWAY 485 AT POWHATAN, 50 FEET SOUTH-SOUTHWEST
 BX2342'OF THE SOUTH-SOUTHWEST RAIL, 43 FEET NORTHWEST OF THE CENTER OF A
 BX2342'FIELD ROAD CROSSING THE TRACKS, 38 FEET WEST-NORTHWEST OF PBM HYAMS,
 BX2342'28 FEET NORTH OF A GAS PIPELINE WITNESS POST, AND 3 FEET SOUTH-
 BX2342'SOUTHWEST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2118 ***********************************************************************
 CQ2118  DESIGNATION -  N 305
 CQ2118  PID         -  CQ2118
 CQ2118  STATE/COUNTY-  LA/CADDO
 CQ2118  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2118
 CQ2118                         *CURRENT SURVEY CONTROL
 CQ2118  ___________________________________________________________________
 CQ2118* NAD 83(1986)-  32 30 05.     (N)    093 42 44.     (W)     SCALED    
 CQ2118* NAVD 88     -        58.332  (meters)     191.38   (feet)  ADJUSTED  
 CQ2118  ___________________________________________________________________
 CQ2118  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2118  DYNAMIC HT  -          58.266 (meters)     191.16  (feet)  COMP
 CQ2118  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 CQ2118
 CQ2118  VERT ORDER  -  FIRST     CLASS I
 CQ2118
 CQ2118.The horizontal coordinates were scaled from a topographic map and have
 CQ2118.an estimated accuracy of +/- 6 seconds.
 CQ2118
 CQ2118.The orthometric height was determined by differential leveling
 CQ2118.and adjusted by the National Geodetic Survey in June 1991..
 CQ2118
 CQ2118.The geoid height was determined by GEOID03.
 CQ2118
 CQ2118.The dynamic height is computed by dividing the NAVD 88
 CQ2118.geopotential number by the normal gravity value computed on the
 CQ2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2118.degrees latitude (g = 980.6199 gals.).
 CQ2118
 CQ2118.The modeled gravity was interpolated from observed gravity values.
 CQ2118
 CQ2118;                    North         East    Units  Estimated Accuracy
 CQ2118;SPC LA N     -   222,550.      886,090.      MT  (+/- 180 meters Scaled)
 CQ2118
 CQ2118                          SUPERSEDED SURVEY CONTROL
 CQ2118
 CQ2118  NGVD 29 (??/??/??)   58.399  (m)          191.60   (f) ADJUSTED    1 1
 CQ2118
 CQ2118.Superseded values are not recommended for survey control.
 CQ2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2118.See file dsdata.txt to determine how the superseded data were derived.
 CQ2118
 CQ2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR330962(NAD 83)
 CQ2118_MARKER: DB = BENCH MARK DISK
 CQ2118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2118_SP_SET: DRILL GUARDRAIL
 CQ2118_STAMPING: N 305 1977
 CQ2118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2118
 CQ2118  HISTORY     - Date     Condition        Report By
 CQ2118  HISTORY     - 1977     MONUMENTED       NGS
 CQ2118  HISTORY     - 1995     GOOD             USPSQD
 CQ2118  HISTORY     - 19990206 GOOD             USPSQD
 CQ2118
 CQ2118                          STATION DESCRIPTION
 CQ2118
 CQ2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2118'2.2 MI SE FROM SHREVEPORT.
 CQ2118'2.2 MILES SOUTHEAST ALONG CLYDE FANT PARKWAY FROM THE CIVIC THEATER
 CQ2118'AT SHREVEPORT, 23 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 CQ2118'LANES OF THE PARKWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 CQ2118'CONCRETE GUARDRAIL FOR THE BRIDGE OVER EAST STONER AVENUE, AND 1
 CQ2118'FOOT SOUTHEAST OF THE NORTHWEST END OF THE GUARDRAIL.
 CQ2118
 CQ2118                          STATION RECOVERY (1995)
 CQ2118
 CQ2118'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2118'RECOVERED IN GOOD CONDITION.
 CQ2118
 CQ2118                          STATION RECOVERY (1999)
 CQ2118
 CQ2118'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2147 ***********************************************************************
 CQ2147  DESIGNATION -  N 306
 CQ2147  PID         -  CQ2147
 CQ2147  STATE/COUNTY-  LA/CADDO
 CQ2147  USGS QUAD   -  DIXIE (1982)
 CQ2147
 CQ2147                         *CURRENT SURVEY CONTROL
 CQ2147  ___________________________________________________________________
 CQ2147* NAD 83(1986)-  32 41 37.     (N)    093 50 03.     (W)     SCALED    
 CQ2147* NAVD 88     -        55.587  (meters)     182.37   (feet)  ADJUSTED  
 CQ2147  ___________________________________________________________________
 CQ2147  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ2147  DYNAMIC HT  -          55.525 (meters)     182.17  (feet)  COMP
 CQ2147  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CQ2147
 CQ2147  VERT ORDER  -  FIRST     CLASS I
 CQ2147
 CQ2147.The horizontal coordinates were scaled from a topographic map and have
 CQ2147.an estimated accuracy of +/- 6 seconds.
 CQ2147
 CQ2147.The orthometric height was determined by differential leveling
 CQ2147.and adjusted by the National Geodetic Survey in June 1991..
 CQ2147
 CQ2147.The geoid height was determined by GEOID03.
 CQ2147
 CQ2147.The dynamic height is computed by dividing the NAVD 88
 CQ2147.geopotential number by the normal gravity value computed on the
 CQ2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2147.degrees latitude (g = 980.6199 gals.).
 CQ2147
 CQ2147.The modeled gravity was interpolated from observed gravity values.
 CQ2147
 CQ2147;                    North         East    Units  Estimated Accuracy
 CQ2147;SPC LA N     -   244,000.      874,890.      MT  (+/- 180 meters Scaled)
 CQ2147
 CQ2147                          SUPERSEDED SURVEY CONTROL
 CQ2147
 CQ2147  NGVD 29 (??/??/??)   55.644  (m)          182.56   (f) ADJUSTED    1 1
 CQ2147
 CQ2147.Superseded values are not recommended for survey control.
 CQ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2147.See file dsdata.txt to determine how the superseded data were derived.
 CQ2147
 CQ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218176(NAD 83)
 CQ2147_MARKER: DB = BENCH MARK DISK
 CQ2147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2147_SP_SET: COPPER-CLAD STEEL ROD
 CQ2147_STAMPING: N 306 1977
 CQ2147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2147
 CQ2147  HISTORY     - Date     Condition        Report By
 CQ2147  HISTORY     - 1977     MONUMENTED       NGS
 CQ2147  HISTORY     - 19991016 GOOD             USPSQD
 CQ2147
 CQ2147                          STATION DESCRIPTION
 CQ2147
 CQ2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2147'IN DIXIE.
 CQ2147'AT DIXIE, 170 FEET EAST OF THE SOUTHEAST CORNER OF THE POST
 CQ2147'OFFICE, 175 FEET SOUTH OF THE CENTERLINE OF WH NORTH ROAD, 133
 CQ2147'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET NORTH OF
 CQ2147'THE NORTH END OF A BROWN WOOD FENCE, 56 FEET EAST OF THE EAST
 CQ2147'RAIL OF THE TEXAS PACIFIC RAILROAD, 8 FEET SOUTH OF A POWERLINE
 CQ2147'POLE AND DRIVEN TO REFUSAL.
 CQ2147
 CQ2147                          STATION RECOVERY (1999)
 CQ2147
 CQ2147'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2176 ***********************************************************************
 CQ2176  DESIGNATION -  N 307
 CQ2176  PID         -  CQ2176
 CQ2176  STATE/COUNTY-  LA/CADDO
 CQ2176  USGS QUAD   -  WARDVIEW (1971)
 CQ2176
 CQ2176                         *CURRENT SURVEY CONTROL
 CQ2176  ___________________________________________________________________
 CQ2176* NAD 83(1986)-  32 55 19.     (N)    093 49 15.     (W)     SCALED    
 CQ2176* NAVD 88     -        61.156  (meters)     200.64   (feet)  ADJUSTED  
 CQ2176  ___________________________________________________________________
 CQ2176  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CQ2176  DYNAMIC HT  -          61.088 (meters)     200.42  (feet)  COMP
 CQ2176  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 CQ2176
 CQ2176  VERT ORDER  -  FIRST     CLASS I
 CQ2176
 CQ2176.The horizontal coordinates were scaled from a topographic map and have
 CQ2176.an estimated accuracy of +/- 6 seconds.
 CQ2176
 CQ2176.The orthometric height was determined by differential leveling
 CQ2176.and adjusted by the National Geodetic Survey in June 1991..
 CQ2176
 CQ2176.The geoid height was determined by GEOID03.
 CQ2176
 CQ2176.The dynamic height is computed by dividing the NAVD 88
 CQ2176.geopotential number by the normal gravity value computed on the
 CQ2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2176.degrees latitude (g = 980.6199 gals.).
 CQ2176
 CQ2176.The modeled gravity was interpolated from observed gravity values.
 CQ2176
 CQ2176;                    North         East    Units  Estimated Accuracy
 CQ2176;SPC LA N     -   269,300.      876,450.      MT  (+/- 180 meters Scaled)
 CQ2176
 CQ2176                          SUPERSEDED SURVEY CONTROL
 CQ2176
 CQ2176  NGVD 29 (??/??/??)   61.196  (m)          200.77   (f) ADJUSTED    1 1
 CQ2176
 CQ2176.Superseded values are not recommended for survey control.
 CQ2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2176.See file dsdata.txt to determine how the superseded data were derived.
 CQ2176
 CQ2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS232429(NAD 83)
 CQ2176_MARKER: DB = BENCH MARK DISK
 CQ2176_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2176+WITH SETTING: INTO GROUND
 CQ2176_SP_SET: METAL ROD WITH BASE PLATE
 CQ2176_STAMPING: N 307 1977
 CQ2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2176+STABILITY: SURFACE MOTION
 CQ2176
 CQ2176  HISTORY     - Date     Condition        Report By
 CQ2176  HISTORY     - 1977     MONUMENTED       NGS
 CQ2176  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ2176
 CQ2176                          STATION DESCRIPTION
 CQ2176
 CQ2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2176'8.2 MI NORTH FROM GILLIAM.
 CQ2176'5.3 MILES NORTH ALONG MAIN STREET FROM THE JUNCTION OF STATE HIGHWAY
 CQ2176'3049 AT GILLIAM, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 2, THENCE
 CQ2176'2.1 MILES NORTH ALONG THE LEVEE, 57 FEET SOUTHEAST OF A POWERLINE POLE
 CQ2176'WITH A GUY WIRE , 55 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 CQ2176'LEVEE, 25 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD CROSSING
 CQ2176'THE LEVEE, AND 3 FEET EAST-NORTHEAST OF A BARBED WIRE FENCE.
 CQ2176
 CQ2176                          STATION RECOVERY (2000)
 CQ2176
 CQ2176'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2418 ***********************************************************************
 CQ2418  DESIGNATION -  N 329
 CQ2418  PID         -  CQ2418
 CQ2418  STATE/COUNTY-  LA/WEBSTER
 CQ2418  USGS QUAD   -  FRYEBURG (1986)
 CQ2418
 CQ2418                         *CURRENT SURVEY CONTROL
 CQ2418  ___________________________________________________________________
 CQ2418* NAD 83(1986)-  32 28 07.     (N)    093 11 29.     (W)     SCALED    
 CQ2418* NAVD 88     -        93.90   (+/-2cm)     308.1    (feet)  VERTCON   
 CQ2418  ___________________________________________________________________
 CQ2418  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2418
 CQ2418  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2418
 CQ2418.The horizontal coordinates were scaled from a topographic map and have
 CQ2418.an estimated accuracy of +/- 6 seconds.
 CQ2418
 CQ2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2418.The vertical order pertains to the NGVD 29 superseded value.
 CQ2418
 CQ2418.The geoid height was determined by GEOID03.
 CQ2418
 CQ2418;                    North         East    Units  Estimated Accuracy
 CQ2418;SPC LA N     -   218,480.      935,010.      MT  (+/- 180 meters Scaled)
 CQ2418
 CQ2418                          SUPERSEDED SURVEY CONTROL
 CQ2418
 CQ2418  NGVD 29 (??/??/??)   93.968  (m)          308.29   (f) ADJUSTED    1 1
 CQ2418
 CQ2418.Superseded values are not recommended for survey control.
 CQ2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2418.See file dsdata.txt to determine how the superseded data were derived.
 CQ2418
 CQ2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR820923(NAD 83)
 CQ2418_MARKER: DB = BENCH MARK DISK
 CQ2418_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2418+WITH SETTING: INTO GROUND
 CQ2418_SP_SET: 4 FT 5/8 IN ROD
 CQ2418_STAMPING: N 329 1977
 CQ2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2418+STABILITY: SURFACE MOTION
 CQ2418
 CQ2418  HISTORY     - Date     Condition        Report By
 CQ2418  HISTORY     - 1977     MONUMENTED       NGS
 CQ2418
 CQ2418                          STATION DESCRIPTION
 CQ2418
 CQ2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2418'7.0 MI SE FROM DUBBERLY.
 CQ2418'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2418'ERLY, 109 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH PARISH RD
 CQ2418'171, 80 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTHEAST
 CQ2418'OF A JUNCTION POWERLINE POLE WITH A GUY WIRE, 64 FT SOUTH OF THE
 CQ2418'CENTER LINE OF THE ROAD, SOUTH OF AND ACROSS THE ROAD FR THE CENTRAL
 CQ2418'JUNIOR HIGH SCHOOL, DRIVEN TO GRADUAL REFUSAL AT 50 FEET.
 CQ2418'THE BENCH MARK IS ALSO 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 531
 CQ2418'FROM THE POSTOFFICE AT HEFLIN.
 CQ2418'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 50 FT ENCASED
 CQ2418'IN A PIPE PROJECTING +1 INCHES.
 CQ2418'2 FEET ABOVE ROAD
 CQ2418'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2455 ***********************************************************************
 CQ2455  DESIGNATION -  N 330
 CQ2455  PID         -  CQ2455
 CQ2455  STATE/COUNTY-  LA/BIENVILLE
 CQ2455  USGS QUAD   -  BIENVILLE (1986)
 CQ2455
 CQ2455                         *CURRENT SURVEY CONTROL
 CQ2455  ___________________________________________________________________
 CQ2455* NAD 83(1986)-  32 15 24.     (N)    092 56 58.     (W)     SCALED    
 CQ2455* NAVD 88     -        75.10   (+/-2cm)     246.4    (feet)  VERTCON   
 CQ2455  ___________________________________________________________________
 CQ2455  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ2455
 CQ2455  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2455
 CQ2455.The horizontal coordinates were scaled from a topographic map and have
 CQ2455.an estimated accuracy of +/- 6 seconds.
 CQ2455
 CQ2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2455.The vertical order pertains to the NGVD 29 superseded value.
 CQ2455
 CQ2455.The geoid height was determined by GEOID03.
 CQ2455
 CQ2455;                    North         East    Units  Estimated Accuracy
 CQ2455;SPC LA N     -   194,860.      957,650.      MT  (+/- 180 meters Scaled)
 CQ2455
 CQ2455                          SUPERSEDED SURVEY CONTROL
 CQ2455
 CQ2455  NGVD 29 (??/??/??)   75.155  (m)          246.57   (f) ADJUSTED    1 1
 CQ2455
 CQ2455.Superseded values are not recommended for survey control.
 CQ2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2455.See file dsdata.txt to determine how the superseded data were derived.
 CQ2455
 CQ2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR047688(NAD 83)
 CQ2455_MARKER: DB = BENCH MARK DISK
 CQ2455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2455_SP_SET: 55 FEET
 CQ2455_STAMPING: N 330 1977
 CQ2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2455
 CQ2455  HISTORY     - Date     Condition        Report By
 CQ2455  HISTORY     - 1977     MONUMENTED       NGS
 CQ2455
 CQ2455                          STATION DESCRIPTION
 CQ2455
 CQ2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2455'4.7 MI NW FROM FRIENDSHIP.
 CQ2455'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ2455'STATE HIGHWAY 501 AT FRIENDSHIP, 58 FEET SOUTH OF THE CENTER LINE
 CQ2455'OF THE HIGHWAY, 42 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 CQ2455'LEADING SOUTH AND 5 FEET WEST OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2443 ***********************************************************************
 CQ2443  DESIGNATION -  N 333
 CQ2443  PID         -  CQ2443
 CQ2443  STATE/COUNTY-  LA/BIENVILLE
 CQ2443  USGS QUAD   -  SALINE (1986)
 CQ2443
 CQ2443                         *CURRENT SURVEY CONTROL
 CQ2443  ___________________________________________________________________
 CQ2443* NAD 83(1986)-  32 10 15.     (N)    092 57 07.     (W)     SCALED    
 CQ2443* NAVD 88     -        44.27   (+/-2cm)     145.2    (feet)  VERTCON   
 CQ2443  ___________________________________________________________________
 CQ2443  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2443
 CQ2443  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2443
 CQ2443.The horizontal coordinates were scaled from a topographic map and have
 CQ2443.an estimated accuracy of +/- 6 seconds.
 CQ2443
 CQ2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2443.The vertical order pertains to the NGVD 29 superseded value.
 CQ2443
 CQ2443.The geoid height was determined by GEOID03.
 CQ2443
 CQ2443;                    North         East    Units  Estimated Accuracy
 CQ2443;SPC LA N     -   185,340.      957,380.      MT  (+/- 180 meters Scaled)
 CQ2443
 CQ2443                          SUPERSEDED SURVEY CONTROL
 CQ2443
 CQ2443  NGVD 29 (??/??/??)   44.328  (m)          145.43   (f) ADJUSTED    1 1
 CQ2443
 CQ2443.Superseded values are not recommended for survey control.
 CQ2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2443.See file dsdata.txt to determine how the superseded data were derived.
 CQ2443
 CQ2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR045593(NAD 83)
 CQ2443_MARKER: DB = BENCH MARK DISK
 CQ2443_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2443+WITH SETTING: INTO GROUND
 CQ2443_STAMPING: N 333 1977
 CQ2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2443+STABILITY: SURFACE MOTION
 CQ2443
 CQ2443  HISTORY     - Date     Condition        Report By
 CQ2443  HISTORY     - 1977     MONUMENTED       NGS
 CQ2443
 CQ2443                          STATION DESCRIPTION
 CQ2443
 CQ2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2443'1.4 MI NE FROM SALINE.
 CQ2443'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF
 CQ2443'STATE HIGHWAY 9 AT SALINE, 37 FEET SOUTHEAST OF THE CENTER LINE OF
 CQ2443'THE HIGHWAY, AND 54 FEET EAST OF THE EAST CORNER OF THE SOUTHEAST
 CQ2443'GUARDRAIL OF A WOODEN BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1823 ***********************************************************************
 BW1823  DESIGNATION -  N 336
 BW1823  PID         -  BW1823
 BW1823  STATE/COUNTY-  LA/CONCORDIA
 BW1823  USGS QUAD   -  FAIRVIEW (1983)
 BW1823
 BW1823                         *CURRENT SURVEY CONTROL
 BW1823  ___________________________________________________________________
 BW1823* NAD 83(1986)-  31 19 49.     (N)    091 32 32.     (W)     SCALED    
 BW1823* NAVD 88     -        17.506  (meters)      57.43   (feet)  ADJUSTED  
 BW1823  ___________________________________________________________________
 BW1823  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW1823  DYNAMIC HT  -          17.484 (meters)      57.36  (feet)  COMP
 BW1823  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 BW1823  OBS GRAVITY -     979,418.8   (mgal)                       GRAV_OBS
 BW1823
 BW1823  VERT ORDER  -  FIRST     CLASS II
 BW1823
 BW1823.The horizontal coordinates were scaled from a topographic map and have
 BW1823.an estimated accuracy of +/- 6 seconds.
 BW1823
 BW1823.The orthometric height was determined by differential leveling
 BW1823.and adjusted by the National Geodetic Survey in February 1994..
 BW1823
 BW1823.The geoid height was determined by GEOID03.
 BW1823
 BW1823.The dynamic height is computed by dividing the NAVD 88
 BW1823.geopotential number by the normal gravity value computed on the
 BW1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1823.degrees latitude (g = 980.6199 gals.).
 BW1823
 BW1823.The modeled gravity was interpolated from observed gravity values.
 BW1823.The observed gravity was obtained from relative gravimeter ties
 BW1823.to the IGSN71 gravity network.
 BW1823
 BW1823;                    North         East    Units  Estimated Accuracy
 BW1823;SPC LA N     -    92,460.    1,091,150.      MT  (+/- 180 meters Scaled)
 BW1823
 BW1823                          SUPERSEDED SURVEY CONTROL
 BW1823
 BW1823  NAVD 88 (06/15/91)   17.527  (m)           57.50   (f) UNKNOWN     1 2
 BW1823  NGVD 29 (??/??/??)   17.489  (m)           57.38   (f) ADJUSTED    1 2
 BW1823
 BW1823.Superseded values are not recommended for survey control.
 BW1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1823.See file dsdata.txt to determine how the superseded data were derived.
 BW1823
 BW1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ386671(NAD 83)
 BW1823_MARKER: DB = BENCH MARK DISK
 BW1823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1823_SP_SET: STAINLESS STEEL ROD
 BW1823_STAMPING: N 336 1979
 BW1823_PROJECTION: RECESSED 5 CENTIMETERS
 BW1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1823_ROD/PIPE-DEPTH: 7.62 meters
 BW1823
 BW1823  HISTORY     - Date     Condition        Report By
 BW1823  HISTORY     - 1979     MONUMENTED       NGS
 BW1823
 BW1823                          STATION DESCRIPTION
 BW1823
 BW1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1823'7.75 MI SSE FROM DEER PARK.
 BW1823'7.75 MILES SOUTH-SOUTHEAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE
 BW1823'FROM THE JUNCTION OF HIGHWAY 15 IN DEER PARK, 0.15 MILE NORTHWEST OF
 BW1823'THE POINT WHERE THE LOWER LEVEE ROAD JUNCTIONS WITH THE TOP ROAD, AT
 BW1823'A POWER LINE CROSSING OVER THE LEVEE, 74 FEET SOUTH OF THE CENTER OF
 BW1823'THE GRAVEL ROAD, 3 FEET WEST OF THE POWER POLE.
 BW1823'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BW1823'THE MARK IS 10 FT BELOW LOWER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1866 ***********************************************************************
 BW1866  DESIGNATION -  N 337
 BW1866  PID         -  BW1866
 BW1866  STATE/COUNTY-  LA/TENSAS
 BW1866  USGS QUAD   -  WATERPROOF (1994)
 BW1866
 BW1866                         *CURRENT SURVEY CONTROL
 BW1866  ___________________________________________________________________
 BW1866* NAD 83(1986)-  31 47 01.     (N)    091 23 34.     (W)     SCALED    
 BW1866* NAVD 88     -        28.057  (meters)      92.05   (feet)  ADJUSTED  
 BW1866  ___________________________________________________________________
 BW1866  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1866  DYNAMIC HT  -          28.024 (meters)      91.94  (feet)  COMP
 BW1866  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 BW1866
 BW1866  VERT ORDER  -  FIRST     CLASS II
 BW1866
 BW1866.The horizontal coordinates were scaled from a topographic map and have
 BW1866.an estimated accuracy of +/- 6 seconds.
 BW1866
 BW1866.The orthometric height was determined by differential leveling
 BW1866.and adjusted by the National Geodetic Survey in February 1994..
 BW1866
 BW1866.The geoid height was determined by GEOID03.
 BW1866
 BW1866.The dynamic height is computed by dividing the NAVD 88
 BW1866.geopotential number by the normal gravity value computed on the
 BW1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1866.degrees latitude (g = 980.6199 gals.).
 BW1866
 BW1866.The modeled gravity was interpolated from observed gravity values.
 BW1866
 BW1866;                    North         East    Units  Estimated Accuracy
 BW1866;SPC LA N     -   142,860.    1,104,860.      MT  (+/- 180 meters Scaled)
 BW1866
 BW1866                          SUPERSEDED SURVEY CONTROL
 BW1866
 BW1866  NAVD 88 (06/15/91)   28.070  (m)           92.09   (f) UNKNOWN     1 2
 BW1866  NGVD 29 (??/??/??)   28.065  (m)           92.08   (f) ADJUSTED    1 2
 BW1866
 BW1866.Superseded values are not recommended for survey control.
 BW1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1866.See file dsdata.txt to determine how the superseded data were derived.
 BW1866
 BW1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR521175(NAD 83)
 BW1866_MARKER: DB = BENCH MARK DISK
 BW1866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1866_SP_SET: STAINLESS STEEL ROD
 BW1866_STAMPING: N 337 1979
 BW1866_PROJECTION: FLUSH
 BW1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1866_ROD/PIPE-DEPTH: 9.14 meters
 BW1866
 BW1866  HISTORY     - Date     Condition        Report By
 BW1866  HISTORY     - 1979     MONUMENTED       NGS
 BW1866
 BW1866                          STATION DESCRIPTION
 BW1866
 BW1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1866'1.65 MI SOUTH FROM WATERPROOF.
 BW1866'1.65 MILES SOUTH ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM THE
 BW1866'WATER TANK AT THE JUNCTION OF FOURTH STREET IN WATERPROOF, TO A
 BW1866'CATTLE GUARD AND THE MARK ON THE RIGHT, 11 FEET WEST OF THE CENTER OF
 BW1866'THE CATTLE GUARD, 4 FEET WEST OF THE EAST FENCE POST OF A BARB WIRE
 BW1866'FENCE AT THE WEST SIDE OF THE CATTLE GUARD, 1 FOOT NORTH OF THE BARB
 BW1866'WIRE FENCE.
 BW1866'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BW1866'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2300 ***********************************************************************
 CP2300  HT_MOD      -  This is a Height Modernization Survey Station.
 CP2300  DESIGNATION -  N 338
 CP2300  PID         -  CP2300
 CP2300  STATE/COUNTY-  LA/TENSAS
 CP2300  USGS QUAD   -  BEDFORD (1963)
 CP2300
 CP2300                         *CURRENT SURVEY CONTROL
 CP2300  ___________________________________________________________________
 CP2300* NAD 83(1992)-  32 14 14.59553(N)    091 07 28.86467(W)     ADJUSTED  
 CP2300* NAVD 88     -        25.12   (meters)      82.4    (feet)  GPS OBS   
 CP2300  ___________________________________________________________________
 CP2300  X           -    -105,993.429 (meters)                     COMP
 CP2300  Y           -  -5,399,021.157 (meters)                     COMP
 CP2300  Z           -   3,382,725.492 (meters)                     COMP
 CP2300  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 CP2300  ELLIP HEIGHT-          -1.32  (meters)          (06/28/04) GPS OBS
 CP2300  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2300  DYNAMIC HT  -          25.09  (meters)      82.3   (feet)  COMP
 CP2300  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CP2300
 CP2300  HORZ ORDER  -  B
 CP2300  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2300  ELLP ORDER  -  FOURTH    CLASS II
 CP2300
 CP2300.The horizontal coordinates were established by GPS observations
 CP2300.and adjusted by the National Geodetic Survey in June 2004..
 CP2300
 CP2300.The orthometric height was determined by GPS observations and a
 CP2300.high-resolution geoid model using precise GPS observation and
 CP2300.processing techniques. It supersedes the leveled height previously
 CP2300.determined for this station.
 CP2300.The vertical order pertains to the first NAVD 88 superseded value.
 CP2300
 CP2300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2300
 CP2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2300
 CP2300.The ellipsoidal height was determined by GPS observations
 CP2300.and is referenced to NAD 83.
 CP2300
 CP2300.The geoid height was determined by GEOID03.
 CP2300
 CP2300.The dynamic height is computed by dividing the NAVD 88
 CP2300.geopotential number by the normal gravity value computed on the
 CP2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2300.degrees latitude (g = 980.6199 gals.).
 CP2300
 CP2300.The modeled gravity was interpolated from observed gravity values.
 CP2300
 CP2300;                    North         East     Units Scale Factor Converg.
 CP2300;SPC LA N     -   193,456.449 1,129,609.402   MT  0.99993025   +0 43 37.7
 CP2300;SPC LA N     -   634,698.37  3,706,060.18   sFT  0.99993025   +0 43 37.7
 CP2300;UTM  15      - 3,568,291.594   676,689.360   MT  0.99998500   +1 00 02.2
 CP2300
 CP2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2300!SPC LA N     -   1.00000021  x   0.99993025  =   0.99993046
 CP2300!UTM  15      -   1.00000021  x   0.99998500  =   0.99998521
 CP2300
 CP2300                          SUPERSEDED SURVEY CONTROL
 CP2300
 CP2300  NAVD 88 (02/14/94)   25.087  (m)           82.31   (f) ADJUSTED    1 2
 CP2300  NAVD 88 (06/15/91)   25.090  (m)           82.32   (f) UNKNOWN     1 2
 CP2300  NGVD 29 (??/??/??)   25.114  (m)           82.39   (f) ADJUSTED    1 2
 CP2300
 CP2300.Superseded values are not recommended for survey control.
 CP2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2300.See file dsdata.txt to determine how the superseded data were derived.
 CP2300
 CP2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7668968292(NAD 83)
 CP2300_MARKER: DB = BENCH MARK DISK
 CP2300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2300_SP_SET: STAINLESS STEEL ROD
 CP2300_STAMPING: N 338 1979
 CP2300_PROJECTION: RECESSED 5 CENTIMETERS
 CP2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2300+SATELLITE: SATELLITE OBSERVATIONS - 2003
 CP2300_ROD/PIPE-DEPTH: 9.14 meters
 CP2300
 CP2300  HISTORY     - Date     Condition        Report By
 CP2300  HISTORY     - 1979     MONUMENTED       NGS
 CP2300  HISTORY     - 2003     GOOD             PYBURN
 CP2300
 CP2300                          STATION DESCRIPTION
 CP2300
 CP2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2300'16.05 MI SW FROM DELTA.
 CP2300'16.05 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 CP2300'THE U.S. ROUTE 20 BRIDGE OVER THE LEVEE AT DELTA TO THE MARK ON THE
 CP2300'RIGHT, SET AT THE BASE OF THE LEVEE AT THE SOUTHEAST CORNER POST OF A
 CP2300'4-FOOT HIGH BARB WIRE FENCE NEAR 2 METAL SILOWS, 0.05 MILE NORTHEAST
 CP2300'OF LEVEE STATION MARKER 4300, 0.05 MILE SOUTHWEST OF THE JUNCTION
 CP2300'OF THE DIRT ROAD RAMP LEADING WEST TO THE SILOWS, 186 FEET SOUTHWEST
 CP2300'OF A POWER POLE WITH TRANSFORMER AND ELECTRIC LINES LEADING TO THE
 CP2300'SILOWS, 142 FEET NORTHWEST OF THE CENTER OF THE ROAD, 90 FEET SOUTH
 CP2300'OF THE CENTER OF THE METAL ENTRANCE GATE TO THE SILOWS, 1.3 FEET
 CP2300'NORTH OF THE FENCE CORNER POST, AND 1 FOOT NORTHEAST OF THE FENCE.
 CP2300'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CP2300'THE MARK IS 30 FT BELOW ROAD.
 CP2300
 CP2300                          STATION RECOVERY (2003)
 CP2300
 CP2300'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 CP2300'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2134 ***********************************************************************
 AU2134  DESIGNATION -  N 365
 AU2134  PID         -  AU2134
 AU2134  STATE/COUNTY-  LA/JEFFERSON
 AU2134  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2134
 AU2134                         *CURRENT SURVEY CONTROL
 AU2134  ___________________________________________________________________
 AU2134* NAD 83(1992)-  29 52 52.68746(N)    090 01 29.08546(W)     ADJUSTED  
 AU2134* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 AU2134  **This station is located in a subsidence area (see below).
 AU2134  ___________________________________________________________________
 AU2134  X           -      -2,390.472 (meters)                     COMP
 AU2134  Y           -  -5,534,799.918 (meters)                     COMP
 AU2134  Z           -   3,158,958.511 (meters)                     COMP
 AU2134  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2134  ELLIP HEIGHT-         -26.89  (meters)          (09/30/02) GPS OBS
 AU2134  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AU2134  DYNAMIC HT  -          -0.9   (meters)      -3.    (feet)  COMP
 AU2134  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 AU2134  OBS GRAVITY -     979,307.3   (mgal)                       GRAV_OBS
 AU2134
 AU2134  HORZ ORDER  -  FIRST
 AU2134  VERT ORDER  -  THIRD (See Below)
 AU2134  ELLP ORDER  -  FOURTH    CLASS II
 AU2134
 AU2134.The horizontal coordinates were established by GPS observations
 AU2134.and adjusted by the National Geodetic Survey in January 1993..
 AU2134
 AU2134 ** The orthometric height has not been validated since last determined
 AU2134 ** by differential leveling and should not be used for control purposes.
 AU2134 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2134 ** area with valid NAVD 88 orthometric heights.
 AU2134 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2134 ** epoch indicated which incorporates improved geoid heights for the
 AU2134 ** Southern Louisiana Subsidence area.
 AU2134 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2134.The orthometric height was scaled from a topographic map.
 AU2134.The vertical order pertains to the first NAVD 88 superseded value.
 AU2134
 AU2134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2134
 AU2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2134
 AU2134.The ellipsoidal height was determined by GPS observations
 AU2134.and is referenced to NAD 83.
 AU2134
 AU2134.The geoid height was determined by GEOID03.
 AU2134
 AU2134.The dynamic height is computed by dividing the NAVD 88
 AU2134.geopotential number by the normal gravity value computed on the
 AU2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2134.degrees latitude (g = 980.6199 gals.).
 AU2134
 AU2134.The modeled gravity was interpolated from observed gravity values.
 AU2134.The observed gravity was obtained from relative gravimeter ties
 AU2134.to the IGSN71 gravity network.
 AU2134
 AU2134;                    North         East     Units Scale Factor Converg.
 AU2134;SPC LA S     -   153,831.281 1,126,398.855   MT  0.99992791   +0 39 15.5
 AU2134;SPC LA S     -   504,694.79  3,695,526.91   sFT  0.99992791   +0 39 15.5
 AU2134;UTM  15      - 3,309,352.042   787,362.751   MT  1.00061897   +1 28 59.9
 AU2134;UTM  16      - 3,309,476.910   207,854.874   MT  1.00065318   -1 30 28.8
 AU2134
 AU2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2134!SPC LA S     -   1.00000422  x   0.99992791  =   0.99993213
 AU2134!UTM  15      -   1.00000422  x   1.00061897  =   1.00062320
 AU2134!UTM  16      -   1.00000422  x   1.00065318  =   1.00065741
 AU2134
 AU2134                          SUPERSEDED SURVEY CONTROL
 AU2134
 AU2134  NAD 83(1986)-  29 52 52.70441(N)    090 01 29.08485(W) AD(       ) 1
 AU2134  NAD 27      -  29 52 51.96234(N)    090 01 28.83279(W) AD(       ) 1
 AU2134  NAVD 88 (06/15/91)   -0.863  (m)           -2.83   (f) UNKNOWN     1 2
 AU2134  NGVD 29 (??/??/??)   -0.827  (m)           -2.71   (f) ADJUSTED    1 2
 AU2134
 AU2134.Superseded values are not recommended for survey control.
 AU2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2134.See file dsdata.txt to determine how the superseded data were derived.
 AU2134
 AU2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8736309352(NAD 83)
 AU2134_MARKER: I = METAL ROD
 AU2134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AU2134_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AU2134_STAMPING: N 365 1984
 AU2134_MARK LOGO: NGS   
 AU2134_PROJECTION: RECESSED 10 CENTIMETERS
 AU2134_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AU2134+STABILITY: POSITION/ELEVATION WELL
 AU2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2134+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 AU2134_ROD/PIPE-DEPTH: 28.0 meters
 AU2134_SLEEVE-DEPTH  : 6.1 meters
 AU2134
 AU2134  HISTORY     - Date     Condition        Report By
 AU2134  HISTORY     - 1984     MONUMENTED       NGS
 AU2134  HISTORY     - 1984     GOOD             LA-051
 AU2134  HISTORY     - 1987     GOOD             LADTD
 AU2134  HISTORY     - 19890830 GOOD             LADTD
 AU2134  HISTORY     - 19941128 GOOD             NGS
 AU2134  HISTORY     - 20050506 GOOD             AERODA
 AU2134
 AU2134                          STATION DESCRIPTION
 AU2134
 AU2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2134'0.24 KM (0.15 MI) WEST FROM GRETNA.
 AU2134'0.24 KM (0.15 MI) WEST ALONG LAPALCO BOULEVARD FROM THE JUNCTION OF
 AU2134'BELLE CHASSE HIGHWAY (STATE ROUTE 23) AND STATE ROUTE 428 IN GRETNA,
 AU2134'SET IN A GRASSY MEDIAN OF LAPALCO BOULEVARD AND AT THE EAST SIDE OF AN
 AU2134'ENCLOSED WATER PUMPING STATION, 1.6 METERS (5.3 FT) EAST OF A SIX FOOT
 AU2134'HIGH WIRE SECURITY FENCE AROUND PUMP STATION, 2.3 METERS (7.6 FT)
 AU2134'NORTH OF THE NORTH CURB OF LAPALCO BOULEVARD EASTBOUND, 3.8 METERS
 AU2134'(12.6 FT) SOUTH OF THE SOUTH CURB OF LA PALCO BOULEVARD WESTBOUND,
 AU2134'3.3 METERS (10.8 FT) SOUTH-SOUTHEAST OF A FIVE INCH YELLOW PIPE
 AU2134'PROJECTING THREE FEET.  NOTE, ROD DRIVEN TO REQUIRED DRIVING RATE.
 AU2134'THE MARK IS 1.60 METERS  E FROM A WITNESS POST.
 AU2134'THE MARK IS 0.31 M ABOVE THE BOULEVARD.
 AU2134
 AU2134                          STATION RECOVERY (1984)
 AU2134
 AU2134'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2134'RECOVERED IN GOOD CONDITION.
 AU2134
 AU2134                          STATION RECOVERY (1987)
 AU2134
 AU2134'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU2134'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU2134'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AU2134'
 AU2134'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI)
 AU2134'SOUTHEAST OF GRETNA,
 AU2134'2.4 KM (1.5 MI) SOUTHWEST OF THE JEFFERSON-ORLEANS PARISHES
 AU2134'CORNER,
 AU2134'0.8 KM (0.5 MI) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 23 AND
 AU2134'THE PLAQUEMINES PARISH LINE.
 AU2134'OWNERSHIP--JEFFERSON PARISH PRESIDENTS OFFICE, C/O ROSS W KETCHUM,
 AU2134'3300 NORTH CAUSEWAY BOULEVARD, METARIE, LA.  PHONE 504-834-7810.
 AU2134'
 AU2134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 AU2134'AND STATE HIGHWAY 23 IN GRETNA, GO SOUTHWEST FOR
 AU2134'1.79 KM (1.1 MI) ON HIGHWAY 23 TO THE BRIDGE OVER VERRET CANAL.
 AU2134'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 AU2134'2.75 KM (1.7 MI) ON HIGHWAY 23 TO LAPALCO BOULEVARD.
 AU2134'TURN RIGHT AND GO WEST FOR 0.27 KM (0.15 MI) ON LAPALCO BOULEVARD
 AU2134'TO THE MARK ON THE LEFT AT THE EAST SIDE OF A FENCED IN PUMPING
 AU2134'STATION.
 AU2134'
 AU2134'THE STATION IS A STANDARD NGS DATUM POINT ATTACHED TO A STEEL ROD
 AU2134'ENCASED IN A PIPE WITH A STANDARD LOGO CAP STAMPED---N 365 1984---
 AU2134'SET FLUSH WITH THE GROUND.
 AU2134'LOCATED 8.5 METERS (27.9 FT) WEST FROM THE CURB AT A U-TURN LANE,
 AU2134'3.8 METERS (12.5 FT) SOUTH FROM THE CURB OF THE WESTBOUND LANES,
 AU2134'2.3 METERS (7.6 FT) NORTH FROM THE CURB OF THE EASTBOUND LANES,
 AU2134'2 METERS (6.6 FT) NORTHEAST FROM A SOUTHEAST FENCE CORNER, AND
 AU2134'1.6 METERS (5.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AU2134
 AU2134                          STATION RECOVERY (1989)
 AU2134
 AU2134'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 AU2134'THE STATION IS LOCATED IN GRETNA.  OWNERSHIP--JEFFERSON PARISH. TO
 AU2134'REACH THE STATION FROM THE JUNCTION OF LAPALCO BOULEVARD, BELLE CHASE
 AU2134'HIGHWAY (STATE HIGHWAY 23) AND STATE HIGHWAY 428 IN GRETNA, GO WEST
 AU2134'FOR 0.2 KM (0.10 MI) ON LAPALCO BOULEVARD TO THE MARK SET IN A GRASSY
 AU2134'MEDIAN, ON THE EAST SIDE OF AN ENCLOSED WATER PUMPING STATION,  3.8 M
 AU2134'(12.5 FT) SOUTH FROM THE SOUTH CURB OF THE WEST BOUND BOULEVARD, 3.3 M
 AU2134'(10.8 FT) SOUTH-SOUTHEAST FROM A 12.7 CM (5 IN )YELLOW PIPE PROJECTING
 AU2134'0.9 M (3.0 FT) ABOVE THE GROUND, 2.3 M (7.5 FT) NORTH FROM THE NORTH
 AU2134'CURB OF THE BOULEVARD AND 1.6 M (5.2 FT) EAST FROM A 1.83 M (6.00 FT)
 AU2134'HIGH FENCE.  THE MARK IS ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AU2134'HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AU2134
 AU2134                          STATION RECOVERY (1994)
 AU2134
 AU2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2134'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 428 FROM THE JUNCTION OF
 AU2134'STATE HIGHWAY 23 (BELLE CHASE HIGHWAY) IN TERRYTOWN, 10.5 M (34.4 FT)
 AU2134'NORTH OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 9.0 M (29.5
 AU2134'FT) SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 8.5 M
 AU2134'(27.9 FT) WEST OF THE EAST END OF A MEDIAN OF THE HIGHWAY, 0.6 M (2.0
 AU2134'FT) EAST OF A CHAIN-LINK FENCE ENCLOSING A PUMPING STATION, 0.5 M (1.6
 AU2134'FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AU2134'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AU2134'CAP.
 AU2134
 AU2134                          STATION RECOVERY (2005)
 AU2134
 AU2134'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 AU2134'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 428 FROM THE JUNCTION OF
 AU2134' 
 AU2134'STATE HIGHWAY 23 (BELLE CHASE HIGHWAY) IN TERRYTOWN, 10.5 M (34.4 FT)
 AU2134' 
 AU2134'NORTH OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 9.0 M (29.5
 AU2134' 
 AU2134'FT) SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 8.5 M
 AU2134'(27.9 FT) WEST OF THE EAST END OF A MEDIAN OF THE HIGHWAY, 0.6 M (5.3
 AU2134'FT) EAST OF A CHAIN-LINK FENCE ENCLOSING A PUMPING STATION, 0.5 M (5.3
 AU2134'FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AU2134' 
 AU2134'HIGHWAY.  NOTE--LOGO CAP AND SLEEVE MISSING, ROD IN GOOD CONDITION BUT
 AU2134'EXPOSED TO MOWING EQUIPMENT.  MAINTENANCE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0704 ***********************************************************************
 AT0704  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0704  DESIGNATION -  N 366
 AT0704  PID         -  AT0704
 AT0704  STATE/COUNTY-  LA/PLAQUEMINES
 AT0704  USGS QUAD   -  PHOENIX (1973)
 AT0704
 AT0704                         *CURRENT SURVEY CONTROL
 AT0704  ___________________________________________________________________
 AT0704* NAD 83(1992)-  29 38 55.44662(N)    089 58 02.49960(W)     ADJUSTED  
 AT0704* NAVD 88     -         0.27 **(meters)       0.9  **(feet)  GPS OBS(2004.65)
 AT0704  **This station is located in a subsidence area (see below).
 AT0704  ___________________________________________________________________
 AT0704  X           -       3,160.235 (meters)                     COMP
 AT0704  Y           -  -5,547,599.497 (meters)                     COMP
 AT0704  Z           -   3,136,581.133 (meters)                     COMP
 AT0704  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AT0704  ELLIP HEIGHT-         -24.76  (meters)          (12/29/04) GPS OBS
 AT0704  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AT0704  DYNAMIC HT  -           0.27  (meters)       0.9   (feet)  COMP
 AT0704  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 AT0704
 AT0704  HORZ ORDER  -  B
 AT0704  VERT ORDER  -  THIRD (See Below)
 AT0704  ELLP ORDER  -  FOURTH    CLASS I
 AT0704
 AT0704.The horizontal coordinates were established by GPS observations
 AT0704.and adjusted by the National Geodetic Survey in December 2004..
 AT0704
 AT0704 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0704 ** and geoid heights are valid at the date of observation. These heights
 AT0704 ** must always be validated when used as control.
 AT0704 ** The orthometric height was determined by GPS observations using
 AT0704 ** precise GPS observation and processing techniques and a new
 AT0704 ** realization of GEOID03. It supersedes the leveled height previously
 AT0704 ** determined for this station.
 AT0704 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0704 ** epoch indicated which incorporates improved geoid heights for the
 AT0704 ** Southern Louisiana Subsidence area.
 AT0704 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0704.The orthometric height was determined by GPS observations and a
 AT0704.high-resolution geoid model using precise GPS observation and
 AT0704.processing techniques. It supersedes the leveled height previously
 AT0704.determined for this station.
 AT0704.WARNING-GPS observations at this control monument resulted in a GPS
 AT0704.derived orthometric height which differed from the leveled height by
 AT0704.more than one decimeter (0.1 meter).
 AT0704.The vertical order pertains to the first NAVD 88 superseded value.
 AT0704
 AT0704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0704
 AT0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0704
 AT0704.The ellipsoidal height was determined by GPS observations
 AT0704.and is referenced to NAD 83.
 AT0704
 AT0704.The geoid height was determined by GEOID03.
 AT0704
 AT0704.The dynamic height is computed by dividing the NAVD 88
 AT0704.geopotential number by the normal gravity value computed on the
 AT0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0704.degrees latitude (g = 980.6199 gals.).
 AT0704
 AT0704.The modeled gravity was interpolated from observed gravity values.
 AT0704
 AT0704;                    North         East     Units Scale Factor Converg.
 AT0704;SPC LA S     -   128,119.789 1,132,248.800   MT  0.99994451   +0 40 58.8
 AT0704;SPC LA S     -   420,339.67  3,714,719.60   sFT  0.99994451   +0 40 58.8
 AT0704;UTM  16      - 3,283,545.287   212,736.329   MT  1.00061832   -1 28 08.1
 AT0704;UTM  15      - 3,283,709.198   793,586.092   MT  1.00066364   +1 30 04.6
 AT0704
 AT0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0704!SPC LA S     -   1.00000389  x   0.99994451  =   0.99994840
 AT0704!UTM  16      -   1.00000389  x   1.00061832  =   1.00062221
 AT0704!UTM  15      -   1.00000389  x   1.00066364  =   1.00066753
 AT0704
 AT0704                          SUPERSEDED SURVEY CONTROL
 AT0704
 AT0704  NAVD 88 (02/14/94)    0.446  (m)            1.46   (f) READJUSTED  3  
 AT0704  NAVD 88 (06/15/91)    0.504  (m)            1.65   (f) UNKNOWN     1 2
 AT0704  NGVD 29 (??/??/??)    0.538  (m)            1.77   (f) ADJUSTED    1 2
 AT0704
 AT0704.Superseded values are not recommended for survey control.
 AT0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0704.See file dsdata.txt to determine how the superseded data were derived.
 AT0704
 AT0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1273683545(NAD 83)
 AT0704_MARKER: I = METAL ROD
 AT0704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AT0704_SP_SET: STAINLESS STEEL ROD
 AT0704_STAMPING: N 366 1984
 AT0704_MARK LOGO: NGS   
 AT0704_PROJECTION: FLUSH
 AT0704_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0704+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 AT0704_ROD/PIPE-DEPTH: 30.5 meters
 AT0704
 AT0704  HISTORY     - Date     Condition        Report By
 AT0704  HISTORY     - 1984     MONUMENTED       NGS
 AT0704  HISTORY     - 20021203 GOOD             3001
 AT0704  HISTORY     - 20050927 GOOD             SJB
 AT0704  HISTORY     - 20060403 GOOD             NGS
 AT0704
 AT0704                          STATION DESCRIPTION
 AT0704
 AT0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0704'24.4 KM (15.15 MI) SOUT FROM BELLE CHASSE.
 AT0704'24.4 KM (15.15 MI) SOUTH ALONG STATE ROUTE 23 FROM THE POST OFFICE IN
 AT0704'BELLE CHASSE TO THE MARK ON THE RIGHT AT A FIRE HYDRANT, 16.92 METERS
 AT0704'(55.5 FT) SOUTHWEST OF THE CENTERLINE OF ROUTE 23 SOUTHBOUND,
 AT0704'5.49 METERS (18.0 FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 2.04 METERS
 AT0704'(6.7 FT) SOUTH-SOUTHWEST OF A WATER VALVE AND 0.61 METERS (2.0 FT)
 AT0704'NORTHEAST OF A BARBED WIRE FENCE.
 AT0704'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 AT0704'THE MARK IS 0.91 M BELOW ROUTE 23.
 AT0704
 AT0704                          STATION RECOVERY (2002)
 AT0704
 AT0704'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AT0704'THE STATION IS LOCATED IN TRENTON, 14 MILES SOUTH OF THE BELLE CHASSE
 AT0704'FERRY, 11.7 MILES  NORTHWEST OF THE POINTE LA HACHE FERRY.
 AT0704' 
 AT0704'OWNERSHIP- RIGHT OF WAY
 AT0704' 
 AT0704'TO REACH THE STATION FROM THE INTERSECTION OF HWY 23 AND POINTE LA
 AT0704'HACHE FERRY ROAD,  NORTH WEST ON HWY 23 FOR 11.8 MILES TO A TALL TOWER
 AT0704'ON THE RIGHT AND STATION ON THE  LEFT SOUTHWEST OF THE SOUTH EAST
 AT0704'BOUNDARY LANES OF HWY. 23.
 AT0704' 
 AT0704'THE STATION IS 55.5' SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 AT0704'LANES FOR HWY23, 2'  NORTH EAST OF A BARBE WIRE FENCE, 8.2'
 AT0704'NORTHEAASTOF A POWER POLE, 18' SOUTH SOUTHEAST  OF A FIRE HYDRANT, 67'
 AT0704'SOUTH SOUTHWEST OF A WATER VALVE. STATION IS A STAINLESS STEEL  ROD
 AT0704'DRIVEN 30.5 METERS W/O SLEEVE STAMPED N366 1984.
 AT0704
 AT0704                          STATION RECOVERY (2005)
 AT0704
 AT0704'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 AT0704'RECOVERED IN GOOD CONDITION.
 AT0704
 AT0704                          STATION RECOVERY (2006)
 AT0704
 AT0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AT0704'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0731 ***********************************************************************
 AT0731  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0731  DESIGNATION -  N 367
 AT0731  PID         -  AT0731
 AT0731  STATE/COUNTY-  LA/PLAQUEMINES
 AT0731  USGS QUAD   -  TRIUMPH (1993)
 AT0731
 AT0731                         *CURRENT SURVEY CONTROL
 AT0731  ___________________________________________________________________
 AT0731* NAD 83(1992)-  29 21 08.29728(N)    089 27 25.67564(W)     ADJUSTED  
 AT0731* NAVD 88     -         0.34 **(meters)       1.1  **(feet)  GPS OBS(2004.65)
 AT0731  **This station is located in a subsidence area (see below).
 AT0731  ___________________________________________________________________
 AT0731  EPOCH DATE  -        2004.65
 AT0731  X           -      52,715.103 (meters)                     COMP
 AT0731  Y           -  -5,563,531.526 (meters)                     COMP
 AT0731  Z           -   3,107,984.149 (meters)                     COMP
 AT0731  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AT0731  ELLIP HEIGHT-         -23.78  (meters)          (06/22/05) GPS OBS
 AT0731  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AT0731  DYNAMIC HT  -           0.34  (meters)       1.1   (feet)  COMP
 AT0731  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 AT0731
 AT0731  HORZ ORDER  -  B
 AT0731  VERT ORDER  -  THIRD (See Below)
 AT0731  ELLP ORDER  -  FOURTH    CLASS I
 AT0731
 AT0731.The horizontal coordinates were established by GPS observations
 AT0731.and adjusted by the National Geodetic Survey in June 2005..
 AT0731.The horizontal coordinates are valid at the epoch date displayed above.
 AT0731.The epoch date for horizontal control is a decimal equivalence
 AT0731.of Year/Month/Day.
 AT0731
 AT0731 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0731 ** and geoid heights are valid at the date of observation. These heights
 AT0731 ** must always be validated when used as control.
 AT0731 ** The orthometric height was determined by GPS observations using
 AT0731 ** precise GPS observation and processing techniques and a new
 AT0731 ** realization of GEOID03. It supersedes the leveled height previously
 AT0731 ** determined for this station.
 AT0731 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0731 ** epoch indicated which incorporates improved geoid heights for the
 AT0731 ** Southern Louisiana Subsidence area.
 AT0731 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0731.The orthometric height was determined by GPS observations and a
 AT0731.high-resolution geoid model using precise GPS observation and
 AT0731.processing techniques. It supersedes the leveled height previously
 AT0731.determined for this station.
 AT0731.WARNING-GPS observations at this control monument resulted in a GPS
 AT0731.derived orthometric height which differed from the leveled height by
 AT0731.more than one decimeter (0.1 meter).
 AT0731.The vertical order pertains to the first NAVD 88 superseded value.
 AT0731
 AT0731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0731
 AT0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0731
 AT0731.The ellipsoidal height was determined by GPS observations
 AT0731.and is referenced to NAD 83.
 AT0731
 AT0731.The geoid height was determined by GEOID03.
 AT0731
 AT0731.The dynamic height is computed by dividing the NAVD 88
 AT0731.geopotential number by the normal gravity value computed on the
 AT0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0731.degrees latitude (g = 980.6199 gals.).
 AT0731
 AT0731.The modeled gravity was interpolated from observed gravity values.
 AT0731
 AT0731;                    North         East     Units Scale Factor Converg.
 AT0731;SPC LA S     -    95,966.639 1,182,181.558   MT  0.99998934   +0 56 17.2
 AT0731;SPC LA S     -   314,850.55  3,878,540.66   sFT  0.99998934   +0 56 17.2
 AT0731;UTM  16      - 3,249,527.258   261,453.281   MT  1.00030222   -1 12 18.0
 AT0731
 AT0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0731!SPC LA S     -   1.00000373  x   0.99998934  =   0.99999307
 AT0731!UTM  16      -   1.00000373  x   1.00030222  =   1.00030596
 AT0731
 AT0731                          SUPERSEDED SURVEY CONTROL
 AT0731
 AT0731  NAD 83(1992)-  29 21 08.29750(N)    089 27 25.67564(W) AD(       ) B
 AT0731  ELLIP H (05/09/05)  -23.78   (m)                       GP(       ) 4 2
 AT0731  NAVD 88 (02/14/94)    0.470  (m)            1.54   (f) READJUSTED  3  
 AT0731  NAVD 88 (06/15/91)    0.526  (m)            1.73   (f) UNKNOWN     1 2
 AT0731  NGVD 29 (??/??/??)    0.554  (m)            1.82   (f) ADJUSTED    1 2
 AT0731
 AT0731.Superseded values are not recommended for survey control.
 AT0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0731.See file dsdata.txt to determine how the superseded data were derived.
 AT0731
 AT0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6145349527(NAD 83)
 AT0731_MARKER: I = METAL ROD
 AT0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AT0731_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AT0731_STAMPING: N 367 1984
 AT0731_MARK LOGO: NGS   
 AT0731_PROJECTION: RECESSED 12 CENTIMETERS
 AT0731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0731+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 AT0731_ROD/PIPE-DEPTH: 29.3 meters
 AT0731_SLEEVE-DEPTH  : 6.10 meters
 AT0731
 AT0731  HISTORY     - Date     Condition        Report By
 AT0731  HISTORY     - 1984     MONUMENTED       NGS
 AT0731  HISTORY     - 20030129 GOOD             3001
 AT0731  HISTORY     - 20040422 GOOD             NGS
 AT0731  HISTORY     - 20050910 GOOD             JCLS
 AT0731  HISTORY     - 20051007 GOOD             NGS
 AT0731
 AT0731                          STATION DESCRIPTION
 AT0731
 AT0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0731'8.2 KM (5.1 MI) ESE FROM BURAS.
 AT0731'7.5 KM (4.65 MI) EAST-SOUTHEAST ALONG OLD ROUTE 23 FROM THE BURAS HIGH
 AT0731'SCHOOL IN BURAS, THENCE 0.73 KM (0.45 MI) SOUTHERLY ALONG NEW ROUTE
 AT0731'23, AT THE BRICK ENTRANCE AND IRON ARCHWAY LEADING NORTH-NORTHWEST TO
 AT0731'FORT JACKSON, 15.2 METERS (49.9 FT) NORTHWEST OF THE CENTERLINE OF
 AT0731'ROUTE 23, 4.6 METERS (15.0 FT) SOUTHWEST OF THE CENTER SHELL ROAD
 AT0731'ENTRANCE LEADING TO THE FORT, 1.6 METERS (5.4 FT) SOUTHEAST OF THE
 AT0731'SOUTHEAST FACE OF MOST WESTERLY ONE OF TWO BRICK ENTRANCE PILLARS,
 AT0731'10.5 METERS (34.4 FT) NORTH OF A POWER LINE POLE WITH A STREET LIGHT
 AT0731'AND 11.9 METERS (39.0 FT) WEST-SOUTHWEST OF BENCH MARK V 195 RESET
 AT0731'1970.  NOTE, ROD DRIVEN TO REQUIRED DRIVING RATE.
 AT0731'THE MARK IS 1.30 METERS  SE FROM A WITNESS POST.
 AT0731'THE MARK IS ABOVE LEVEL WITH ROUTE 23.
 AT0731
 AT0731                          STATION RECOVERY (2003)
 AT0731
 AT0731'RECOVERY NOTE BY 3001, INC 2003 (MH)
 AT0731'THE STATION IS LOCATED IN PALQUEMINES PARISH ABOUT 5.1 MILES EAST
 AT0731'SOUTHEAST OF BURAS, LA
 AT0731' 
 AT0731'OWNWERSHIP- NGS
 AT0731' 
 AT0731'TO REACH THE STATION FROM THE INTERSECTION OF OLD HWY 23 AND BURAS
 AT0731'HIGH SCHOOL, GO 4.65  MILES ALONG HWY 23, THEN 0.45 SOUTHERLY  ALONG
 AT0731'NEW HWY 23, AT THE BRICK ENTRANCE AND IRON ARCHWAY LEADING NORTH
 AT0731'NORTHWEST  TO FORT JACKSON.
 AT0731' 
 AT0731'THE STATION IS A STAINLESS STEEL ROD IN SLEEVE (DEPTH 10') ROD DEPTH
 AT0731'29.3 METERS WITH LOGO  CAP 49.9' NORTHWEST OF THE CENTERLINE OF HWY
 AT0731'23, 15' SOUTH WETS OF THE CENTERLINE OF SHELL RD., 5.4' SOUTH EAST OF
 AT0731'THE SOUTHEAST FACE OF  MOST WESTERLY ONE OF TWO BRICK ENTRANCE
 AT0731'PILLARS, 34.4' NORTH  OF A POWER POLE W/STREET LIGHT, 39' WEST
 AT0731'SOUTHWEST OF BENCHMARK V195 RESET 1970 NO  WITNESS POST.
 AT0731
 AT0731                          STATION RECOVERY (2004)
 AT0731
 AT0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0731'THE STATION IS LOCATED ON STATE HIGHWAY RIGHT OF WAY ABOUT 3.5 MI
 AT0731'NORTH OF BOOTHEVILLE AT THE  NORTHERN ENTRANCE TO FORT JACKSON.
 AT0731' 
 AT0731'TO REACH THE STATION FROM THE BOOTHEVILLE HIGH SCHOOL, IN BOOTHEVILLE,
 AT0731'GO NORTHERLY FOR 3.45 MI  ALONG STATE HIGHWAY 23 TO THE STATION ON THE
 AT0731'RIGHT AT THE NORTHERN ENTRANCE TO FORT JACKSON.
 AT0731' 
 AT0731'THE STATION IS LOCATED 15.5 M NORTHWEST OF THE CENTER OF THE
 AT0731'NORTHBOUND LANES OF THE HIGHWAY,  12.0 M WEST-SOUTHWEST OF BENCH MARK
 AT0731'V 195 1964 RESET 1970, 4.9 M WEST-SOUTHWEST OF THE CENTER OF  A GRAVEL
 AT0731'ENTRANCE ROAD LEADING TO FORT JACKSON, 3.5 M EAST OF THE WEST END OF
 AT0731'THE EASTERN 1 OF 2  BRICK SIGN BASES, 1.9 M SOUTH OF THE EAST END OF
 AT0731'THE EASTERN 1 OF 2 BRICK SIGN BASES, AND ABOUT  LEVEL WITH THE
 AT0731'HIGHWAY. NOTE--THERE ARE TWO DIMPLES ON THE DATUM POINT, USE THE
 AT0731'DIMPLE THAT IS  CLOSEST TO THE ENTRANCE ROAD.  NOTE--THE ROD IS
 AT0731'PROJECTING ABOVE THE LOGO CAP 18 CM.
 AT0731
 AT0731                          STATION RECOVERY (2005)
 AT0731
 AT0731'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AT0731'RECOVERED IN GOOD CONDITION.
 AT0731
 AT0731                          STATION RECOVERY (2005)
 AT0731
 AT0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0731'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  0.74 M SW OF A
 AT0731'METAL POST WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2048 ***********************************************************************
 CQ2048  DESIGNATION -  N 37
 CQ2048  PID         -  CQ2048
 CQ2048  STATE/COUNTY-  LA/BOSSIER
 CQ2048  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2048
 CQ2048                         *CURRENT SURVEY CONTROL
 CQ2048  ___________________________________________________________________
 CQ2048* NAD 83(1986)-  32 54 22.     (N)    093 37 50.     (W)     SCALED    
 CQ2048* NAVD 88     -        84.123  (meters)     275.99   (feet)  ADJUSTED  
 CQ2048  ___________________________________________________________________
 CQ2048  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CQ2048  DYNAMIC HT  -          84.030 (meters)     275.69  (feet)  COMP
 CQ2048  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 CQ2048
 CQ2048  VERT ORDER  -  SECOND    CLASS 0
 CQ2048
 CQ2048.The horizontal coordinates were scaled from a topographic map and have
 CQ2048.an estimated accuracy of +/- 6 seconds.
 CQ2048
 CQ2048.The orthometric height was determined by differential leveling
 CQ2048.and adjusted by the National Geodetic Survey in June 1991..
 CQ2048
 CQ2048.The geoid height was determined by GEOID03.
 CQ2048
 CQ2048.The dynamic height is computed by dividing the NAVD 88
 CQ2048.geopotential number by the normal gravity value computed on the
 CQ2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2048.degrees latitude (g = 980.6199 gals.).
 CQ2048
 CQ2048.The modeled gravity was interpolated from observed gravity values.
 CQ2048
 CQ2048;                    North         East    Units  Estimated Accuracy
 CQ2048;SPC LA N     -   267,340.      894,230.      MT  (+/- 180 meters Scaled)
 CQ2048
 CQ2048                          SUPERSEDED SURVEY CONTROL
 CQ2048
 CQ2048  NGVD 29 (??/??/??)   84.187  (m)          276.20   (f) ADJUSTED    2 0
 CQ2048
 CQ2048.Superseded values are not recommended for survey control.
 CQ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2048.See file dsdata.txt to determine how the superseded data were derived.
 CQ2048
 CQ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS410410(NAD 83)
 CQ2048_MARKER: DB = BENCH MARK DISK
 CQ2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2048_STAMPING: N 37 1934
 CQ2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2048+STABILITY: SURFACE MOTION
 CQ2048
 CQ2048  HISTORY     - Date     Condition        Report By
 CQ2048  HISTORY     - 1934     MONUMENTED       CGS
 CQ2048  HISTORY     - 1955     MARK NOT FOUND   CGS
 CQ2048  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ2048
 CQ2048                          STATION DESCRIPTION
 CQ2048
 CQ2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ2048'4.2 MI E FROM PLAIN DEALING.
 CQ2048'4.2 MILES EAST ALONG STATE HIGHWAY 70 FROM PLAIN DEALING, BOSSIER
 CQ2048'PARISH, ABOUT 265 YARDS EAST OF A BRIDGE, ABOUT 255 YARDS WEST OF A
 CQ2048'HOUSE, AT THE FOOT OF A HILL, ABOUT 17 YARDS SOUTH STANDARD DISK,
 CQ2048'STAMPED N 37 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 CQ2048'HIGHWAY WAS WIDENED.
 CQ2048
 CQ2048                          STATION RECOVERY (2002)
 CQ2048
 CQ2048'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3697 ***********************************************************************
 BJ3697  DESIGNATION -  N 378
 BJ3697  PID         -  BJ3697
 BJ3697  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ3697  USGS QUAD   -  ERWINVILLE (1980)
 BJ3697
 BJ3697                         *CURRENT SURVEY CONTROL
 BJ3697  ___________________________________________________________________
 BJ3697* NAD 83(1986)-  30 32 03.     (N)    091 24 34.     (W)     SCALED    
 BJ3697* NAVD 88     -         8.008  (meters)      26.27   (feet)  ADJUSTED  
 BJ3697  ___________________________________________________________________
 BJ3697  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ3697  DYNAMIC HT  -           7.998 (meters)      26.24  (feet)  COMP
 BJ3697  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ3697
 BJ3697  VERT ORDER  -  FIRST     CLASS II
 BJ3697
 BJ3697.The horizontal coordinates were scaled from a topographic map and have
 BJ3697.an estimated accuracy of +/- 6 seconds.
 BJ3697
 BJ3697.The orthometric height was determined by differential leveling
 BJ3697.and adjusted by the National Geodetic Survey in February 1994..
 BJ3697
 BJ3697.The geoid height was determined by GEOID03.
 BJ3697
 BJ3697.The dynamic height is computed by dividing the NAVD 88
 BJ3697.geopotential number by the normal gravity value computed on the
 BJ3697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3697.degrees latitude (g = 980.6199 gals.).
 BJ3697
 BJ3697.The modeled gravity was interpolated from observed gravity values.
 BJ3697
 BJ3697;                    North         East    Units  Estimated Accuracy
 BJ3697;SPC LA S     -   225,480.      992,700.      MT  (+/- 180 meters Scaled)
 BJ3697
 BJ3697                          SUPERSEDED SURVEY CONTROL
 BJ3697
 BJ3697.No superseded survey control is available for this station.
 BJ3697
 BJ3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP525790(NAD 83)
 BJ3697_MARKER: I = METAL ROD
 BJ3697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3697_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3697_STAMPING: N 378 1986
 BJ3697_MARK LOGO: NGS   
 BJ3697_PROJECTION: FLUSH
 BJ3697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3697+STABILITY: POSITION/ELEVATION WELL
 BJ3697_ROD/PIPE-DEPTH: 23.2 meters
 BJ3697_SLEEVE-DEPTH  : 9.1 meters
 BJ3697
 BJ3697  HISTORY     - Date     Condition        Report By
 BJ3697  HISTORY     - 1986     MONUMENTED       NGS
 BJ3697  HISTORY     - 20060603 MARK NOT FOUND   NGS
 BJ3697
 BJ3697                          STATION DESCRIPTION
 BJ3697
 BJ3697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3697'0.2 KM (0.1 MI) NW FROM ERWINVILLE.
 BJ3697'0.2 KM (0.1 MI) NORTHWEST ALONG U.S. HIGHWAY 190 AND STATE HIGHWAY 1
 BJ3697'FROM THE INTERSECTION OF STATE HIGHWAY 413 IN ERWINVILLE TO THE MARK
 BJ3697'ON THE LEFT IN THE MEDIAN OF THE HIGHWAY.  IT IS 7.01 METERS (23.0 FT)
 BJ3697'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 BJ3697'HIGHWAY, 6.49 METERS (21.3 FT) NORTH-NORTHEAST OF THE EASTBOUND LANES
 BJ3697'OF THE HIGHWAY AND 7.62 METERS (25.0 FT) SOUTHEAST OF THE NORTHWEST
 BJ3697'END OF THE MEDIAN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 BJ3697'5-INCH LOGO CAP.
 BJ3697'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 BJ3697'THE MARK IS 0.18 M ABOVE HIGHWAY.
 BJ3697
 BJ3697                          STATION RECOVERY (2006)
 BJ3697
 BJ3697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ3697'NOT RECOVERED.  THE MEDIAN HAS NOW BEEN MADE INTO A ASPHALT MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2455 ***********************************************************************
 BK2455  DESIGNATION -  N 380
 BK2455  PID         -  BK2455
 BK2455  STATE/COUNTY-  LA/CALCASIEU
 BK2455  USGS QUAD   -  BRIMSTONE (1975)
 BK2455
 BK2455                         *CURRENT SURVEY CONTROL
 BK2455  ___________________________________________________________________
 BK2455* NAD 83(1992)-  30 21 28.79407(N)    093 23 33.63869(W)     ADJUSTED  
 BK2455* NAVD 88     -         9.   **(meters)      30.   **(feet)  SCALED    
 BK2455  **This station is located in a subsidence area (see below).
 BK2455  ___________________________________________________________________
 BK2455  X           -    -325,974.006 (meters)                     COMP
 BK2455  Y           -  -5,498,636.879 (meters)                     COMP
 BK2455  Z           -   3,204,671.505 (meters)                     COMP
 BK2455  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BK2455  ELLIP HEIGHT-         -18.13  (meters)          (02/20/02) GPS OBS
 BK2455  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2455  DYNAMIC HT  -           9.3   (meters)      31.    (feet)  COMP
 BK2455  MODELED GRAV-     979,332.1   (mgal)                       NAVD 88
 BK2455
 BK2455  HORZ ORDER  -  FIRST
 BK2455  VERT ORDER  -  THIRD (See Below)
 BK2455  ELLP ORDER  -  FOURTH    CLASS I
 BK2455
 BK2455.The horizontal coordinates were established by GPS observations
 BK2455.and adjusted by the National Geodetic Survey in January 1995..
 BK2455
 BK2455 ** The orthometric height has not been validated since last determined
 BK2455 ** by differential leveling and should not be used for control purposes.
 BK2455 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2455 ** area with valid NAVD 88 orthometric heights.
 BK2455 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2455 ** epoch indicated which incorporates improved geoid heights for the
 BK2455 ** Southern Louisiana Subsidence area.
 BK2455 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2455.The orthometric height was scaled from a topographic map.
 BK2455.The vertical order pertains to the first NAVD 88 superseded value.
 BK2455
 BK2455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2455
 BK2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2455
 BK2455.The ellipsoidal height was determined by GPS observations
 BK2455.and is referenced to NAD 83.
 BK2455
 BK2455.The geoid height was determined by GEOID03.
 BK2455
 BK2455.The dynamic height is computed by dividing the NAVD 88
 BK2455.geopotential number by the normal gravity value computed on the
 BK2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2455.degrees latitude (g = 980.6199 gals.).
 BK2455
 BK2455.The modeled gravity was interpolated from observed gravity values.
 BK2455
 BK2455;                    North         East     Units Scale Factor Converg.
 BK2455;SPC LA S     -   207,728.673   802,040.136   MT  0.99994510   -1 01 46.9
 BK2455;SPC LA S     -   681,523.15  2,631,360.01   sFT  0.99994510   -1 01 46.9
 BK2455;UTM  15      - 3,358,520.908   462,263.701   MT  0.99961757   -0 11 54.5
 BK2455
 BK2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2455!SPC LA S     -   1.00000285  x   0.99994510  =   0.99994795
 BK2455!UTM  15      -   1.00000285  x   0.99961757  =   0.99962042
 BK2455
 BK2455                          SUPERSEDED SURVEY CONTROL
 BK2455
 BK2455  ELLIP H (01/13/95)  -18.05   (m)                       GP(       ) 3 2
 BK2455  NAVD 88 (01/13/95)    9.29   (m)           30.5    (f) LEVELING    3  
 BK2455
 BK2455.Superseded values are not recommended for survey control.
 BK2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2455.See file dsdata.txt to determine how the superseded data were derived.
 BK2455
 BK2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6226458521(NAD 83)
 BK2455_MARKER: DV = VERTICAL CONTROL DISK
 BK2455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BK2455_SP_SET: SET IN HEAD WALL OF CULVERT
 BK2455_STAMPING: N 380 1986
 BK2455_MARK LOGO: NGS   
 BK2455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2455+STABILITY: SURFACE MOTION
 BK2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2455+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 BK2455
 BK2455  HISTORY     - Date     Condition        Report By
 BK2455  HISTORY     - 1986     MONUMENTED       NGS
 BK2455  HISTORY     - 19910114 GOOD             VFM
 BK2455  HISTORY     - 19981024 GOOD             USPSQD
 BK2455  HISTORY     - 20050109 GOOD             USPSQD
 BK2455
 BK2455                          STATION DESCRIPTION
 BK2455
 BK2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2455'14.5 KM (9.0 MI) NORTH FROM SULPHUR.
 BK2455'14.5 KM (9.0 MILES) NORTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF
 BK2455'U.S. HIGHWAY 90 IN THE EAST EDGE OF SULPHUR TO THE JUNCTION OF WANDA
 BK2455'LANE AND THE MARK ON THE RIGHT AT A 3 BY 8 FOOT CONCRETE BOX CULVERT
 BK2455'UNDER THE KANSAS CITY SOUTHERN RAILROAD AND IN THE NORTH END OF THE
 BK2455'WEST HEADWALL.  IT IS 22.86 METERS (75.0 FT) NORTHEAST OF THE
 BK2455'CENTERLINE OF THE HIGHWAY AND 2.35 METERS (7.7 FT) WEST OF THE WEST
 BK2455'RAIL.  NOTE--NO SUITABLE LACATION FOR A ROD MARK IN THIS AREA DUE TO
 BK2455'HIGHWAY CONSTRUCTION.
 BK2455'THE MARK IS 0.85 METERS  SE FROM  A WITNESS POST
 BK2455'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2455
 BK2455                          STATION RECOVERY (1991)
 BK2455
 BK2455'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK2455'SUPPLEMENTARY INFORMATION FOLLOWS STATION IS LOCATED ABOUT 7 MILES
 BK2455'(11.3 KM) SOUTH-SOUTHEAST OF DE QUINCY, LA.THE WEST HEADWALL OF
 BK2455'CONCRETE CULVERT UNDER THE KANSAS CITY SOUTHERN RAILROAD TRACKS. THE
 BK2455'MARK IS 7.2 FT. WEST OF THE WESTERN RAIL OF THE RAILROAD TRACK, 75.6
 BK2455'FT. EAST OF THE CENTERLINE OF HIGHWAY 27, ACROSS FROM WANDA LANE.
 BK2455
 BK2455                          STATION RECOVERY (1998)
 BK2455
 BK2455'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2455'RECOVERED IN GOOD CONDITION.
 BK2455
 BK2455                          STATION RECOVERY (2005)
 BK2455
 BK2455'RECOVERY NOTE BY US POWER SQUADRON 2005
 BK2455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3731 ***********************************************************************
 BJ3731  DESIGNATION -  N 381
 BJ3731  PID         -  BJ3731
 BJ3731  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3731  USGS QUAD   -  PONCHATOULA (1994)
 BJ3731
 BJ3731                         *CURRENT SURVEY CONTROL
 BJ3731  ___________________________________________________________________
 BJ3731* NAD 83(1986)-  30 24 04.     (N)    090 25 47.     (W)     SCALED    
 BJ3731* NAVD 88     -         2.798  (meters)       9.18   (feet)  ADJUSTED  
 BJ3731  ___________________________________________________________________
 BJ3731  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ3731  DYNAMIC HT  -           2.795 (meters)       9.17  (feet)  COMP
 BJ3731  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3731
 BJ3731  VERT ORDER  -  FIRST     CLASS II
 BJ3731
 BJ3731.The horizontal coordinates were scaled from a topographic map and have
 BJ3731.an estimated accuracy of +/- 6 seconds.
 BJ3731
 BJ3731.The orthometric height was determined by differential leveling
 BJ3731.and adjusted by the National Geodetic Survey in February 1994..
 BJ3731
 BJ3731.The geoid height was determined by GEOID03.
 BJ3731
 BJ3731.The dynamic height is computed by dividing the NAVD 88
 BJ3731.geopotential number by the normal gravity value computed on the
 BJ3731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3731.degrees latitude (g = 980.6199 gals.).
 BJ3731
 BJ3731.The modeled gravity was interpolated from observed gravity values.
 BJ3731
 BJ3731;                    North         East    Units  Estimated Accuracy
 BJ3731;SPC LA S     -   211,070.    1,086,830.      MT  (+/- 180 meters Scaled)
 BJ3731
 BJ3731                          SUPERSEDED SURVEY CONTROL
 BJ3731
 BJ3731.No superseded survey control is available for this station.
 BJ3731
 BJ3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP469660(NAD 83)
 BJ3731_MARKER: DV = VERTICAL CONTROL DISK
 BJ3731_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3731_SP_SET: BRIDGE ABUTMENT
 BJ3731_STAMPING: N 381 1986
 BJ3731_MARK LOGO: NGS   
 BJ3731_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3731+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ3731
 BJ3731  HISTORY     - Date     Condition        Report By
 BJ3731  HISTORY     - 1986     MONUMENTED       NGS
 BJ3731  HISTORY     - 19920617 GOOD             NGS
 BJ3731
 BJ3731                          STATION DESCRIPTION
 BJ3731
 BJ3731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3731'4.5 KM (2.8 MI) SE FROM PONCHATOULA.
 BJ3731'THE MARK IS ABOVE LEVEL WITH I-55.
 BJ3731'4.5 KM (2.8 MILES) SOUTHEAST ALONG U.S. HIGHWAY ROUTE 51 BUSINESS VIA
 BJ3731'U.S. HIGHWAY 51 AND INTERSTATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 BJ3731'HIGHWAY 22 IN PONCHATOULA TO THE MARK ON THE LEFT IN TOP OF THE EAST
 BJ3731'END OF THE NORTH CONCRETE ABUTMENT OF INTERSTATE 55 BRIDGE, 0.7 KM
 BJ3731'(0.45 MILES) SOUTH OF THE CROSSING OF SOUTH SLOUGH AND 7.71 METERS
 BJ3731'(25.3 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES FOR I-55 AND
 BJ3731'0.30 METERS (1.0 FT) WEST OF THE EAST END OF THE ABUTMENT.
 BJ3731
 BJ3731                          STATION RECOVERY (1992)
 BJ3731
 BJ3731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ3731'4.3 KM (2.65 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ3731'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, IN TOP OF AND 0.3 M
 BJ3731'(1.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE
 BJ3731'NORTHBOUND INTERSTATE HIGHWAY 55 BRIDGE, 50.8 M (166.7 FT) WEST OF
 BJ3731'THE NEAR RAIL, AND 7.7 M (25.3 FT) EAST OF AND LEVEL WITH THE
 BJ3731'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5356 ***********************************************************************
 BJ5356  DESIGNATION -  N 388
 BJ5356  PID         -  BJ5356
 BJ5356  STATE/COUNTY-  LA/TANGIPAHOA
 BJ5356  USGS QUAD   -  PONCHATOULA (1994)
 BJ5356
 BJ5356                         *CURRENT SURVEY CONTROL
 BJ5356  ___________________________________________________________________
 BJ5356* NAD 83(1986)-  30 29 37.     (N)    090 27 28.     (W)     SCALED    
 BJ5356* NAVD 88     -        11.021  (meters)      36.16   (feet)  ADJUSTED  
 BJ5356  ___________________________________________________________________
 BJ5356  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ5356  DYNAMIC HT  -          11.007 (meters)      36.11  (feet)  COMP
 BJ5356  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ5356
 BJ5356  VERT ORDER  -  FIRST     CLASS II
 BJ5356
 BJ5356.The horizontal coordinates were scaled from a topographic map and have
 BJ5356.an estimated accuracy of +/- 6 seconds.
 BJ5356
 BJ5356.The orthometric height was determined by differential leveling
 BJ5356.and adjusted by the National Geodetic Survey in February 1994..
 BJ5356
 BJ5356.The geoid height was determined by GEOID03.
 BJ5356
 BJ5356.The dynamic height is computed by dividing the NAVD 88
 BJ5356.geopotential number by the normal gravity value computed on the
 BJ5356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5356.degrees latitude (g = 980.6199 gals.).
 BJ5356
 BJ5356.The modeled gravity was interpolated from observed gravity values.
 BJ5356
 BJ5356;                    North         East    Units  Estimated Accuracy
 BJ5356;SPC LA S     -   221,300.    1,084,050.      MT  (+/- 180 meters Scaled)
 BJ5356
 BJ5356                          SUPERSEDED SURVEY CONTROL
 BJ5356
 BJ5356.No superseded survey control is available for this station.
 BJ5356
 BJ5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP440762(NAD 83)
 BJ5356_MARKER: I = METAL ROD
 BJ5356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ5356_SP_SET: STAINLESS STEEL ROD
 BJ5356_STAMPING: N 388 1992
 BJ5356_MARK LOGO: NGS   
 BJ5356_PROJECTION: FLUSH
 BJ5356_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ5356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5356+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BJ5356_ROD/PIPE-DEPTH: 15.3 meters
 BJ5356
 BJ5356  HISTORY     - Date     Condition        Report By
 BJ5356  HISTORY     - 1992     MONUMENTED       NGS
 BJ5356  HISTORY     - 20031027 GOOD             JCLS
 BJ5356  HISTORY     - 20060419 GOOD             NGS
 BJ5356
 BJ5356                          STATION DESCRIPTION
 BJ5356
 BJ5356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BJ5356'IN HAMMOND, AT THE INTERSECTION OF RAILROAD AVENUE AND OLD COVINGTON
 BJ5356'HIGHWAY, 18.8 M (61.7 FT) EAST OF THE CENTERLINE OF THE AVENUE, 16.2
 BJ5356'M (53.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 12.4 M
 BJ5356'(40.7 FT) NORTH OF THE ILLINOIS CENTRAL RAILROAD MILEPOST 860, 8.7 M
 BJ5356'(28.5 FT) WEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 BJ5356'OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BJ5356'LOGO CAP.
 BJ5356
 BJ5356                          STATION RECOVERY (2003)
 BJ5356
 BJ5356'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 BJ5356'RECOVERED IN GOOD CONDITION.
 BJ5356
 BJ5356                          STATION RECOVERY (2006)
 BJ5356
 BJ5356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ5356'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1635 ***********************************************************************
 CQ1635  DESIGNATION -  N 39
 CQ1635  PID         -  CQ1635
 CQ1635  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1635  USGS QUAD   -  CHESTNUT (1986)
 CQ1635
 CQ1635                         *CURRENT SURVEY CONTROL
 CQ1635  ___________________________________________________________________
 CQ1635* NAD 83(1986)-  32 04 47.     (N)    093 01 08.     (W)     SCALED    
 CQ1635* NAVD 88     -        76.96   (+/-2cm)     252.5    (feet)  VERTCON   
 CQ1635  ___________________________________________________________________
 CQ1635  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1635
 CQ1635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1635
 CQ1635.The horizontal coordinates were scaled from a topographic map and have
 CQ1635.an estimated accuracy of +/- 6 seconds.
 CQ1635
 CQ1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1635.The vertical order pertains to the NGVD 29 superseded value.
 CQ1635
 CQ1635.The geoid height was determined by GEOID03.
 CQ1635
 CQ1635;                    North         East    Units  Estimated Accuracy
 CQ1635;SPC LA N     -   175,270.      951,020.      MT  (+/- 180 meters Scaled)
 CQ1635
 CQ1635                          SUPERSEDED SURVEY CONTROL
 CQ1635
 CQ1635  NGVD 29 (??/??/??)   77.009  (m)          252.65   (f) ADJUSTED    2 0
 CQ1635
 CQ1635.Superseded values are not recommended for survey control.
 CQ1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1635.See file dsdata.txt to determine how the superseded data were derived.
 CQ1635
 CQ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR982492(NAD 83)
 CQ1635_MARKER: DB = BENCH MARK DISK
 CQ1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1635_STAMPING: N 39 1934
 CQ1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1635+STABILITY: SURFACE MOTION
 CQ1635
 CQ1635  HISTORY     - Date     Condition        Report By
 CQ1635  HISTORY     - 1934     MONUMENTED       CGS
 CQ1635  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1635  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1635
 CQ1635                          STATION DESCRIPTION
 CQ1635
 CQ1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1635'1.6 MI N FROM CHESTNUT.
 CQ1635'1.6 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1635'CHESTNUT, NATCHITOCHES PARISH, 0.3 MILE NORTH OF MILEPOST 98, JUST
 CQ1635'NORTH OF A CURVE, ON A SMALL RIDGE, ACROSS THE TRACK FROM A ROW OF
 CQ1635'POLES, 40 FEET WEST OF THE CENTERLINE OF THE TRACK, AND IN THE EDGE OF
 CQ1635'A PINE FOREST.  A STANDARD DISK, STAMPED N 39 1934 AND SET IN THE TOP
 CQ1635'OF A CONCRETE POST.
 CQ1635
 CQ1635                          STATION RECOVERY (1957)
 CQ1635
 CQ1635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1635'MARK NOT FOUND.
 CQ1635
 CQ1635                          STATION RECOVERY (1982)
 CQ1635
 CQ1635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1587 ***********************************************************************
 CQ1587  DESIGNATION -  N 40
 CQ1587  PID         -  CQ1587
 CQ1587  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1587  USGS QUAD   -  ASHLAND (1986)
 CQ1587
 CQ1587                         *CURRENT SURVEY CONTROL
 CQ1587  ___________________________________________________________________
 CQ1587* NAD 83(1986)-  32 07 52.     (N)    093 06 47.     (W)     SCALED    
 CQ1587* NAVD 88     -        64.73   (+/-2cm)     212.4    (feet)  VERTCON   
 CQ1587  ___________________________________________________________________
 CQ1587  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1587
 CQ1587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1587
 CQ1587.The horizontal coordinates were scaled from a topographic map and have
 CQ1587.an estimated accuracy of +/- 6 seconds.
 CQ1587
 CQ1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1587.The vertical order pertains to the NGVD 29 superseded value.
 CQ1587
 CQ1587.The geoid height was determined by GEOID03.
 CQ1587
 CQ1587;                    North         East    Units  Estimated Accuracy
 CQ1587;SPC LA N     -   181,010.      942,160.      MT  (+/- 180 meters Scaled)
 CQ1587
 CQ1587                          SUPERSEDED SURVEY CONTROL
 CQ1587
 CQ1587  NGVD 29 (??/??/??)   64.786  (m)          212.55   (f) ADJUSTED    2 0
 CQ1587
 CQ1587.Superseded values are not recommended for survey control.
 CQ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1587.See file dsdata.txt to determine how the superseded data were derived.
 CQ1587
 CQ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR893549(NAD 83)
 CQ1587_MARKER: DB = BENCH MARK DISK
 CQ1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1587_STAMPING: N 40 1934
 CQ1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1587+STABILITY: SURFACE MOTION
 CQ1587
 CQ1587  HISTORY     - Date     Condition        Report By
 CQ1587  HISTORY     - 1934     MONUMENTED       CGS
 CQ1587  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1587  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1587
 CQ1587                          STATION DESCRIPTION
 CQ1587
 CQ1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1587'1.6 MI SW FROM ASHLAND.
 CQ1587'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 CQ1587'STATE HIGHWAY 304 AT ASHLAND, NATCHITOCHES PARISH, ABOUT 162 YARDS
 CQ1587'SOUTH OF A FARMHOUSE, AT A CURVE, 43 FEET NORTHWEST OF THE HIGHWAY, AT
 CQ1587'THE EDGE OF PINE TIMBER.  A STANDARD DISK, STAMPED N 40 1934 AND SET
 CQ1587'IN THE TOP OF A CONCRETE POST.  NOTE-- AREA HAS NEW CONSTRUCTION. MARK
 CQ1587'IS EITHER DISTURBED OR DESTROYED.
 CQ1587
 CQ1587                          STATION RECOVERY (1957)
 CQ1587
 CQ1587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1587'MARK NOT FOUND.
 CQ1587
 CQ1587                          STATION RECOVERY (1982)
 CQ1587
 CQ1587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1543 ***********************************************************************
 BX1543  DESIGNATION -  N 41
 BX1543  PID         -  BX1543
 BX1543  STATE/COUNTY-  LA/GRANT
 BX1543  USGS QUAD   -  PACKTON (1984)
 BX1543
 BX1543                         *CURRENT SURVEY CONTROL
 BX1543  ___________________________________________________________________
 BX1543* NAD 83(1986)-  31 47 09.     (N)    092 30 47.     (W)     SCALED    
 BX1543* NAVD 88     -        40.82   (+/-2cm)     133.9    (feet)  VERTCON   
 BX1543  ___________________________________________________________________
 BX1543  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1543
 BX1543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1543
 BX1543.The horizontal coordinates were scaled from a topographic map and have
 BX1543.an estimated accuracy of +/- 6 seconds.
 BX1543
 BX1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1543.The vertical order pertains to the NGVD 29 superseded value.
 BX1543
 BX1543.The geoid height was determined by GEOID03.
 BX1543
 BX1543;                    North         East    Units  Estimated Accuracy
 BX1543;SPC LA N     -   142,570.      998,760.      MT  (+/- 180 meters Scaled)
 BX1543
 BX1543                          SUPERSEDED SURVEY CONTROL
 BX1543
 BX1543  NGVD 29 (??/??/??)   40.834  (m)          133.97   (f) ADJUSTED    2 0
 BX1543
 BX1543.Superseded values are not recommended for survey control.
 BX1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1543.See file dsdata.txt to determine how the superseded data were derived.
 BX1543
 BX1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR461168(NAD 83)
 BX1543_MARKER: DB = BENCH MARK DISK
 BX1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1543_STAMPING: N 41 1935
 BX1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1543+STABILITY: SURFACE MOTION
 BX1543
 BX1543  HISTORY     - Date     Condition        Report By
 BX1543  HISTORY     - 1935     MONUMENTED       CGS
 BX1543
 BX1543                          STATION DESCRIPTION
 BX1543
 BX1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1543'4.0 MI E FROM PACKTON.
 BX1543'IN GRANT PARISH, ABOUT 4.0 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1543'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, ABOUT 0.5 MILE EAST
 BX1543'OF MILEPOST 161, ABOUT 200 YARDS WEST OF A CONCRETE CULVERT, 30 FEET
 BX1543'SOUTH OF THE CENTER LINE OF THE TRACK, AND IN LINE WITH A ROW OF
 BX1543'POLES.  A STANDARD DISK, STAMPED N 41 1935 AND SET IN THE TOP OF A
 BX1543'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1189 ***********************************************************************
 BK1189  DESIGNATION -  N 43
 BK1189  PID         -  BK1189
 BK1189  STATE/COUNTY-  LA/ALLEN
 BK1189  USGS QUAD   -  OAKDALE (1993)
 BK1189
 BK1189                         *CURRENT SURVEY CONTROL
 BK1189  ___________________________________________________________________
 BK1189* NAD 83(1986)-  30 49 21.     (N)    092 42 00.     (W)     SCALED    
 BK1189* NAVD 88     -        36.58   (+/-2cm)     120.0    (feet)  VERTCON   
 BK1189  ___________________________________________________________________
 BK1189  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BK1189
 BK1189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1189
 BK1189.The horizontal coordinates were scaled from a topographic map and have
 BK1189.an estimated accuracy of +/- 6 seconds.
 BK1189
 BK1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1189.The vertical order pertains to the NGVD 29 superseded value.
 BK1189
 BK1189.The geoid height was determined by GEOID03.
 BK1189
 BK1189;                    North         East    Units  Estimated Accuracy
 BK1189;SPC LA S     -   258,220.      869,240.      MT  (+/- 180 meters Scaled)
 BK1189
 BK1189                          SUPERSEDED SURVEY CONTROL
 BK1189
 BK1189  NGVD 29 (??/??/??)   36.559  (m)          119.94   (f) ADJUSTED    2 0
 BK1189
 BK1189.Superseded values are not recommended for survey control.
 BK1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1189.See file dsdata.txt to determine how the superseded data were derived.
 BK1189
 BK1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ286099(NAD 83)
 BK1189_MARKER: DB = BENCH MARK DISK
 BK1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1189_STAMPING: N 43 1935
 BK1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1189+STABILITY: SURFACE MOTION
 BK1189
 BK1189  HISTORY     - Date     Condition        Report By
 BK1189  HISTORY     - 1935     MONUMENTED       CGS
 BK1189  HISTORY     - 1966     MARK NOT FOUND   USGS
 BK1189
 BK1189                          STATION DESCRIPTION
 BK1189
 BK1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1189'2.6 MI NW FROM OAKDALE.
 BK1189'2.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1189'THE STATION AT OAKDALE, ALLEN PARISH, 490 YARDS (9 POLES) EAST OF
 BK1189'MILEPOST 78, AT A ROAD CROSSING, 100 FEET WEST OF THE CENTERLINE OF
 BK1189'THE ROAD, AND 55 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 BK1189'STANDARD DISK, STAMPED N 43 1935 AND SET IN THE TOP OF A CONCRETE
 BK1189'POST.
 BK1189
 BK1189                          STATION RECOVERY (1966)
 BK1189
 BK1189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BK1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1022 ***********************************************************************
 CQ1022  DESIGNATION -  N 47
 CQ1022  PID         -  CQ1022
 CQ1022  STATE/COUNTY-  LA/BIENVILLE
 CQ1022  USGS QUAD   -  ARCADIA (1994)
 CQ1022
 CQ1022                         *CURRENT SURVEY CONTROL
 CQ1022  ___________________________________________________________________
 CQ1022* NAD 83(1986)-  32 32 56.     (N)    092 55 29.     (W)     SCALED    
 CQ1022* NAVD 88     -       109.866  (meters)     360.45   (feet)  ADJUSTED  
 CQ1022  ___________________________________________________________________
 CQ1022  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1022  DYNAMIC HT  -         109.742 (meters)     360.05  (feet)  COMP
 CQ1022  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 CQ1022
 CQ1022  VERT ORDER  -  FIRST     CLASS I
 CQ1022
 CQ1022.The horizontal coordinates were scaled from a topographic map and have
 CQ1022.an estimated accuracy of +/- 6 seconds.
 CQ1022
 CQ1022.The orthometric height was determined by differential leveling
 CQ1022.and adjusted by the National Geodetic Survey in June 1991..
 CQ1022
 CQ1022.The geoid height was determined by GEOID03.
 CQ1022
 CQ1022.The dynamic height is computed by dividing the NAVD 88
 CQ1022.geopotential number by the normal gravity value computed on the
 CQ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1022.degrees latitude (g = 980.6199 gals.).
 CQ1022
 CQ1022.The modeled gravity was interpolated from observed gravity values.
 CQ1022
 CQ1022;                    North         East    Units  Estimated Accuracy
 CQ1022;SPC LA N     -   227,250.      960,110.      MT  (+/- 180 meters Scaled)
 CQ1022
 CQ1022                          SUPERSEDED SURVEY CONTROL
 CQ1022
 CQ1022  NGVD 29 (??/??/??)  109.939  (m)          360.69   (f) ADJUSTED    1 1
 CQ1022
 CQ1022.Superseded values are not recommended for survey control.
 CQ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1022.See file dsdata.txt to determine how the superseded data were derived.
 CQ1022
 CQ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS070012(NAD 83)
 CQ1022_MARKER: DB = BENCH MARK DISK
 CQ1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1022_SP_SET: FOUNDATION
 CQ1022_STAMPING: N 47 1934
 CQ1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1022
 CQ1022  HISTORY     - Date     Condition        Report By
 CQ1022  HISTORY     - 1934     MONUMENTED       CGS
 CQ1022  HISTORY     - 1969     GOOD             CGS
 CQ1022  HISTORY     - 1987     GOOD             USPSQD
 CQ1022
 CQ1022                          STATION DESCRIPTION
 CQ1022
 CQ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1022'0.1 MI W FROM ARCADIA.
 CQ1022'ABOUT 0.1 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1022'STATION AT ARCADIA, AT THE CROSSING OF THE RAILROAD AND SOUTH MAPLE
 CQ1022'STREET, 13 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 79 FEET
 CQ1022'WEST OF THE CENTER LINE OF SOUTH MAPLE STREET, 18 FEET SOUTHEAST OF A
 CQ1022'SWITCH STAND, SET IN THE TOP OF THE EAST CORNER OF THE NORTHEAST
 CQ1022'CONCRETE FOOTING OF A WATER TANK FOUNDATION, 2.0 FEET NORTHWEST OF A
 CQ1022'METAL WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  SEC 18, T 18N, R
 CQ1022'5W.
 CQ1022
 CQ1022                          STATION RECOVERY (1987)
 CQ1022
 CQ1022'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0531 ***********************************************************************
 CQ0531  DESIGNATION -  N 49
 CQ0531  PID         -  CQ0531
 CQ0531  STATE/COUNTY-  LA/JACKSON
 CQ0531  USGS QUAD   -  EROS (1982)
 CQ0531
 CQ0531                         *CURRENT SURVEY CONTROL
 CQ0531  ___________________________________________________________________
 CQ0531* NAD 83(1986)-  32 26 28.     (N)    092 27 38.     (W)     SCALED    
 CQ0531* NAVD 88     -        64.08   (+/-2cm)     210.2    (feet)  VERTCON   
 CQ0531  ___________________________________________________________________
 CQ0531  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0531
 CQ0531  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0531
 CQ0531.The horizontal coordinates were scaled from a topographic map and have
 CQ0531.an estimated accuracy of +/- 6 seconds.
 CQ0531
 CQ0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0531.The vertical order pertains to the NGVD 29 superseded value.
 CQ0531
 CQ0531.The geoid height was determined by GEOID03.
 CQ0531
 CQ0531;                    North         East    Units  Estimated Accuracy
 CQ0531;SPC LA N     -   215,230.    1,003,710.      MT  (+/- 180 meters Scaled)
 CQ0531
 CQ0531                          SUPERSEDED SURVEY CONTROL
 CQ0531
 CQ0531  NGVD 29 (??/??/??)   64.126  (m)          210.39   (f) ADJUSTED    1 2
 CQ0531
 CQ0531.Superseded values are not recommended for survey control.
 CQ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0531.See file dsdata.txt to determine how the superseded data were derived.
 CQ0531
 CQ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR507894(NAD 83)
 CQ0531_MARKER: DB = BENCH MARK DISK
 CQ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0531_STAMPING: N 49 1935
 CQ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0531+STABILITY: SURFACE MOTION
 CQ0531
 CQ0531  HISTORY     - Date     Condition        Report By
 CQ0531  HISTORY     - 1935     MONUMENTED       CGS
 CQ0531  HISTORY     - 1969     GOOD             CGS
 CQ0531
 CQ0531                          STATION DESCRIPTION
 CQ0531
 CQ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0531'6.0 MI S FROM TREMONT.
 CQ0531'ABOUT 6.0 MILES SOUTH ALONG THE ABANDONED TREMONT AND GULF RAILROAD
 CQ0531'FROM THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER CHOUDRANT CREEK, OR
 CQ0531'ABOUT 4.6 MILES NORTHWEST ALONG THE ABANDONED TREMONT AND GULF
 CQ0531'RAILROAD FROM EROS, AT THE JUNCTION OF THE OLD RAILROAD BED AND A
 CQ0531'TRAIL ROAD WHICH LEADS EAST, 20 FEET WEST OF THE CENTER LINE OF THE
 CQ0531'BED, 42 FEET NORTH WEST OF THE CENTER OF THE JUNCTION OF THE BED AND
 CQ0531'THE ROAD, 0.9 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ0531'BED, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 CQ0531'ABOVE THE SURFACE OF THE GROUND.  SEC 22, T 17N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1101 ***********************************************************************
 CQ1101  DESIGNATION -  N 57
 CQ1101  PID         -  CQ1101
 CQ1101  STATE/COUNTY-  LA/LINCOLN
 CQ1101  USGS QUAD   -  BERNICE (1985)
 CQ1101
 CQ1101                         *CURRENT SURVEY CONTROL
 CQ1101  ___________________________________________________________________
 CQ1101* NAD 83(1986)-  32 45 14.     (N)    092 38 46.     (W)     SCALED    
 CQ1101* NAVD 88     -        44.297  (meters)     145.33   (feet)  ADJUSTED  
 CQ1101  ___________________________________________________________________
 CQ1101  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ1101  DYNAMIC HT  -          44.248 (meters)     145.17  (feet)  COMP
 CQ1101  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 CQ1101
 CQ1101  VERT ORDER  -  SECOND    CLASS 0
 CQ1101
 CQ1101.The horizontal coordinates were scaled from a topographic map and have
 CQ1101.an estimated accuracy of +/- 6 seconds.
 CQ1101
 CQ1101.The orthometric height was determined by differential leveling
 CQ1101.and adjusted by the National Geodetic Survey in June 1991..
 CQ1101
 CQ1101.The geoid height was determined by GEOID03.
 CQ1101
 CQ1101.The dynamic height is computed by dividing the NAVD 88
 CQ1101.geopotential number by the normal gravity value computed on the
 CQ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1101.degrees latitude (g = 980.6199 gals.).
 CQ1101
 CQ1101.The modeled gravity was interpolated from observed gravity values.
 CQ1101
 CQ1101;                    North         East    Units  Estimated Accuracy
 CQ1101;SPC LA N     -   249,920.      986,310.      MT  (+/- 180 meters Scaled)
 CQ1101
 CQ1101                          SUPERSEDED SURVEY CONTROL
 CQ1101
 CQ1101  NGVD 29 (??/??/??)   44.408  (m)          145.70   (f) ADJUSTED    2 0
 CQ1101
 CQ1101.Superseded values are not recommended for survey control.
 CQ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1101.See file dsdata.txt to determine how the superseded data were derived.
 CQ1101
 CQ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS331240(NAD 83)
 CQ1101_MARKER: DB = BENCH MARK DISK
 CQ1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1101_STAMPING: N57 1934
 CQ1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1101+STABILITY: SURFACE MOTION
 CQ1101
 CQ1101  HISTORY     - Date     Condition        Report By
 CQ1101  HISTORY     - 1934     MONUMENTED       CGS
 CQ1101  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1101
 CQ1101                          STATION DESCRIPTION
 CQ1101
 CQ1101'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1101'4.9 MI S FROM BERNICE.
 CQ1101'IN LINCOLN PARISH, ABOUT 4.9 MILES SOUTH ALONG THE CHICAGO, ROCK
 CQ1101'ISLAND AND PACIFIC RAILWAY FROM BERNICE, UNION PARISH, AT A ROAD
 CQ1101'CROSSING, 72 FEET NORTH OF THE CENTER LINE OF THE ROAD, 61 FEET EAST
 CQ1101'OF THE CENTER LINE OF THE TRACK, AND 3 FEET EAST OF THE RIGHT-OF-WAY
 CQ1101'FENCE.  A STANDARD DISK, STAMPED N 57 1934 AND SET IN THE TOP OF A
 CQ1101'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0225 ***********************************************************************
 CQ0225  DESIGNATION -  N 58
 CQ0225  PID         -  CQ0225
 CQ0225  STATE/COUNTY-  LA/UNION
 CQ0225  USGS QUAD   -  DE LOUTRE (1988)
 CQ0225
 CQ0225                         *CURRENT SURVEY CONTROL
 CQ0225  ___________________________________________________________________
 CQ0225* NAD 83(1986)-  32 51 47.     (N)    092 17 41.     (W)     SCALED    
 CQ0225* NAVD 88     -        50.119  (meters)     164.43   (feet)  ADJUSTED  
 CQ0225  ___________________________________________________________________
 CQ0225  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ0225  DYNAMIC HT  -          50.064 (meters)     164.25  (feet)  COMP
 CQ0225  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CQ0225
 CQ0225  VERT ORDER  -  SECOND    CLASS 0
 CQ0225
 CQ0225.The horizontal coordinates were scaled from a topographic map and have
 CQ0225.an estimated accuracy of +/- 6 seconds.
 CQ0225
 CQ0225.The orthometric height was determined by differential leveling
 CQ0225.and adjusted by the National Geodetic Survey in June 1991..
 CQ0225.WARNING-Repeat measurements at this control monument indicate possible
 CQ0225.vertical movement.
 CQ0225
 CQ0225.The geoid height was determined by GEOID03.
 CQ0225
 CQ0225.The dynamic height is computed by dividing the NAVD 88
 CQ0225.geopotential number by the normal gravity value computed on the
 CQ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0225.degrees latitude (g = 980.6199 gals.).
 CQ0225
 CQ0225.The modeled gravity was interpolated from observed gravity values.
 CQ0225
 CQ0225;                    North         East    Units  Estimated Accuracy
 CQ0225;SPC LA N     -   262,040.    1,019,210.      MT  (+/- 180 meters Scaled)
 CQ0225
 CQ0225                          SUPERSEDED SURVEY CONTROL
 CQ0225
 CQ0225  NGVD 29 (??/??/??)   50.201  (m)          164.70   (f) ADJUSTED    2 0
 CQ0225
 CQ0225.Superseded values are not recommended for survey control.
 CQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0225.See file dsdata.txt to determine how the superseded data were derived.
 CQ0225
 CQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS659363(NAD 83)
 CQ0225_MARKER: DB = BENCH MARK DISK
 CQ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0225_STAMPING: N 58 1934
 CQ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0225+STABILITY: SURFACE MOTION
 CQ0225
 CQ0225  HISTORY     - Date     Condition        Report By
 CQ0225  HISTORY     - 1934     MONUMENTED       CGS
 CQ0225  HISTORY     - 1943     MARK NOT FOUND   CGS
 CQ0225  HISTORY     - 1974     GOOD             LADTD
 CQ0225
 CQ0225                          STATION DESCRIPTION
 CQ0225
 CQ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0225'4.0 MI SW FROM MARION.
 CQ0225'4.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0225'STATION AT MARION, UNION PARISH, 162 YARDS WEST OF BRIDGE 13, AT A
 CQ0225'ROAD CROSSING, 41 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 31
 CQ0225'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED N
 CQ0225'58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ0225
 CQ0225                          STATION RECOVERY (1974)
 CQ0225
 CQ0225'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 CQ0225'LOCATED 9.7 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM UNION PARISH
 CQ0225'COURT HOUSE, MARKER IS IN WOODS 126 FEET SOUTHEAST OF CENTERLINE OF
 CQ0225'HIGHWAY, 71 FEET SOUTHEAST OF FENCE CORNER, 10.6 FEET SOUTHWEST OF A
 CQ0225'BARBED WIRE FENCE, 32 FEET SOUTHWEST OF CENTERLINE OF GRAVEL ROAD, 49
 CQ0225'FEET SOUTHEAST OF OLD DUMMY LINE, 1.4 FEET SOUTHEAST OF A METAL
 CQ0225'WITNESS POST.  MARKER IS A 6 INCH BY 6 INCH SQUARE CONCRETE POST WITH
 CQ0225'STANDARD CAP.  SEC 30, T 22N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0251 ***********************************************************************
 BK0251  DESIGNATION -  N 60
 BK0251  PID         -  BK0251
 BK0251  STATE/COUNTY-  LA/ACADIA
 BK0251  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0251
 BK0251                         *CURRENT SURVEY CONTROL
 BK0251  ___________________________________________________________________
 BK0251* NAD 83(1986)-  30 28 19.     (N)    092 25 01.     (W)     SCALED    
 BK0251* NAVD 88     -        12.54   (+/-2cm)      41.1    (feet)  VERTCON   
 BK0251  ___________________________________________________________________
 BK0251  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0251
 BK0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0251
 BK0251.The horizontal coordinates were scaled from a topographic map and have
 BK0251.an estimated accuracy of +/- 6 seconds.
 BK0251
 BK0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0251.The vertical order pertains to the NGVD 29 superseded value.
 BK0251
 BK0251.The geoid height was determined by GEOID03.
 BK0251
 BK0251;                    North         East    Units  Estimated Accuracy
 BK0251;SPC LA S     -   219,070.      895,950.      MT  (+/- 180 meters Scaled)
 BK0251
 BK0251                          SUPERSEDED SURVEY CONTROL
 BK0251
 BK0251  NGVD 29 (??/??/??)   12.501  (m)           41.01   (f) ADJUSTED    2 0
 BK0251
 BK0251.Superseded values are not recommended for survey control.
 BK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0251.See file dsdata.txt to determine how the superseded data were derived.
 BK0251
 BK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP559712(NAD 83)
 BK0251_MARKER: DB = BENCH MARK DISK
 BK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0251_STAMPING: N 60 1935
 BK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0251+STABILITY: SURFACE MOTION
 BK0251
 BK0251  HISTORY     - Date     Condition        Report By
 BK0251  HISTORY     - 1935     MONUMENTED       CGS
 BK0251  HISTORY     - 1959     MARK NOT FOUND   USGS
 BK0251  HISTORY     - 1981     MARK NOT FOUND   USGS
 BK0251
 BK0251                          STATION DESCRIPTION
 BK0251
 BK0251'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 BK0251'1.5 MI S FROM EUNICE.
 BK0251'IN ACADIA PARISH, 1.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS
 BK0251'RAILROAD FROM THE CITY WATER TOWER AT EUNICE, SAINT LANDRY PARISH, 214
 BK0251'YARDS NORTH OF MILEPOST 78, AT A PRIVATE-ROAD CROSSING, 41 FEET EAST
 BK0251'OF THE CENTERLINE OF THE TRACK, AND 5 FEET NORTH OF THE EAST CROSSING
 BK0251'GATE.  A STANDARD DISK, STAMPED N 60 1935 AND SET IN THE TOP OF A
 BK0251'CONCRETE POST.
 BK0251
 BK0251                          STATION RECOVERY (1981)
 BK0251
 BK0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BK0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0969 ***********************************************************************
 BX0969  DESIGNATION -  N 68
 BX0969  PID         -  BX0969
 BX0969  STATE/COUNTY-  LA/RAPIDES
 BX0969  USGS QUAD   -  LECOMPTE (1992)
 BX0969
 BX0969                         *CURRENT SURVEY CONTROL
 BX0969  ___________________________________________________________________
 BX0969* NAD 83(1986)-  31 03 29.     (N)    092 22 34.     (W)     SCALED    
 BX0969* NAVD 88     -        22.38   (+/-2cm)      73.4    (feet)  VERTCON   
 BX0969  ___________________________________________________________________
 BX0969  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BX0969
 BX0969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0969
 BX0969.The horizontal coordinates were scaled from a topographic map and have
 BX0969.an estimated accuracy of +/- 6 seconds.
 BX0969
 BX0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0969.The vertical order pertains to the NGVD 29 superseded value.
 BX0969
 BX0969.The geoid height was determined by GEOID03.
 BX0969
 BX0969;                    North         East    Units  Estimated Accuracy
 BX0969;SPC LA N     -    61,880.    1,011,830.      MT  (+/- 180 meters Scaled)
 BX0969
 BX0969                          SUPERSEDED SURVEY CONTROL
 BX0969
 BX0969  NGVD 29 (??/??/??)   22.355  (m)           73.34   (f) ADJUSTED    2 0
 BX0969
 BX0969.Superseded values are not recommended for survey control.
 BX0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0969.See file dsdata.txt to determine how the superseded data were derived.
 BX0969
 BX0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ595362(NAD 83)
 BX0969_MARKER: DB = BENCH MARK DISK
 BX0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0969_STAMPING: N68 1935
 BX0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0969+STABILITY: SURFACE MOTION
 BX0969
 BX0969  HISTORY     - Date     Condition        Report By
 BX0969  HISTORY     - 1935     MONUMENTED       CGS
 BX0969  HISTORY     - 1968     GOOD             LADTD
 BX0969  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0969
 BX0969                          STATION DESCRIPTION
 BX0969
 BX0969'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0969'IN MEEKER.
 BX0969'AT MEEKER, RAPIDES PARISH, ON MISSOURI PACIFIC RAILROAD.  14 FEET
 BX0969'NORTH OF NORTHEAST CORNER OF THE CONCRETE SLAB WHERE OLD RAILROAD
 BX0969'STATION WAS.  18 FEET WEST OF WEST RAIL ON MAIN TRACK.  57 FEET
 BX0969'SOUTHEAST ALONG TRACK FROM SWITCH AT END OF SIDE TRACK.  114 FEET
 BX0969'NORTHWEST OF THE CENTER OF A BLACKTOP ROAD LEADING TO MEEKER SUGAR
 BX0969'MILL AND RAILROAD CROSSING.  A STANDARD DISK SET IN TOP OF A CONCRETE
 BX0969'POST PROJECTING 2 INCHES ABOVE GROUND.  A STEEL WITNESS POST IS SET 6
 BX0969'INCHES SOUTH OF THE MARK.  1/4, SEC 6, T 1 N, R 1 E.
 BX0969
 BX0969                          STATION RECOVERY (1999)
 BX0969
 BX0969'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2746 ***********************************************************************
 BJ2746  DESIGNATION -  N 69
 BJ2746  PID         -  BJ2746
 BJ2746  STATE/COUNTY-  LA/ST LANDRY
 BJ2746  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ2746
 BJ2746                         *CURRENT SURVEY CONTROL
 BJ2746  ___________________________________________________________________
 BJ2746* NAD 83(1986)-  30 42 31.     (N)    091 50 33.     (W)     SCALED    
 BJ2746* NAVD 88     -         8.40   (+/-2cm)      27.6    (feet)  VERTCON   
 BJ2746  ___________________________________________________________________
 BJ2746  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2746
 BJ2746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2746
 BJ2746.The horizontal coordinates were scaled from a topographic map and have
 BJ2746.an estimated accuracy of +/- 6 seconds.
 BJ2746
 BJ2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2746.The vertical order pertains to the NGVD 29 superseded value.
 BJ2746
 BJ2746.The geoid height was determined by GEOID03.
 BJ2746
 BJ2746;                    North         East    Units  Estimated Accuracy
 BJ2746;SPC LA S     -   244,930.      951,230.      MT  (+/- 180 meters Scaled)
 BJ2746
 BJ2746                          SUPERSEDED SURVEY CONTROL
 BJ2746
 BJ2746  NGVD 29 (??/??/??)    8.392  (m)           27.53   (f) ADJUSTED    2 0
 BJ2746
 BJ2746.Superseded values are not recommended for survey control.
 BJ2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2746.See file dsdata.txt to determine how the superseded data were derived.
 BJ2746
 BJ2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP108978(NAD 83)
 BJ2746_MARKER: DB = BENCH MARK DISK
 BJ2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2746_STAMPING: N 69 1935
 BJ2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2746+STABILITY: SURFACE MOTION
 BJ2746
 BJ2746  HISTORY     - Date     Condition        Report By
 BJ2746  HISTORY     - 1935     MONUMENTED       CGS
 BJ2746  HISTORY     - 1960     MARK NOT FOUND   CGS
 BJ2746  HISTORY     - 1967     MARK NOT FOUND   USGS
 BJ2746
 BJ2746                          STATION DESCRIPTION
 BJ2746
 BJ2746'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BJ2746'4.1 MI SE FROM PALMETTO.
 BJ2746'LOCATED ABOUT 4.1 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD
 BJ2746'FROM PALMETTO, ST. LANDRY PARISH, ABOUT 80 YARDS NORTHWEST OF MILEPOST
 BJ2746'135, ABOUT 25 YARDS NORTHWEST OF THE CENTER OF A BAYOU, ABOUT 11 YARDS
 BJ2746'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 23 YARDS
 BJ2746'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD.  A STANDARD DISK,
 BJ2746'STAMPED N 69 1935 SET IN THE TOP OF A CONCRETE POST.
 BJ2746
 BJ2746                          STATION RECOVERY (1967)
 BJ2746
 BJ2746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BJ2746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1795 ***********************************************************************
 BJ1795  DESIGNATION -  N 75
 BJ1795  PID         -  BJ1795
 BJ1795  STATE/COUNTY-  LA/ST HELENA
 BJ1795  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ1795
 BJ1795                         *CURRENT SURVEY CONTROL
 BJ1795  ___________________________________________________________________
 BJ1795* NAD 83(1986)-  30 52 15.     (N)    090 45 40.     (W)     SCALED    
 BJ1795* NAVD 88     -        80.53   (+/-2cm)     264.2    (feet)  VERTCON   
 BJ1795  ___________________________________________________________________
 BJ1795  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ1795
 BJ1795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1795
 BJ1795.The horizontal coordinates were scaled from a topographic map and have
 BJ1795.an estimated accuracy of +/- 6 seconds.
 BJ1795
 BJ1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1795.The vertical order pertains to the NGVD 29 superseded value.
 BJ1795
 BJ1795.The geoid height was determined by GEOID03.
 BJ1795
 BJ1795;                    North         East    Units  Estimated Accuracy
 BJ1795;SPC LA S     -   262,940.    1,054,730.      MT  (+/- 180 meters Scaled)
 BJ1795
 BJ1795                          SUPERSEDED SURVEY CONTROL
 BJ1795
 BJ1795  NGVD 29 (??/??/??)   80.527  (m)          264.20   (f) ADJUSTED    2 0
 BJ1795
 BJ1795.Superseded values are not recommended for survey control.
 BJ1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1795.See file dsdata.txt to determine how the superseded data were derived.
 BJ1795
 BJ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ140174(NAD 83)
 BJ1795_MARKER: DB = BENCH MARK DISK
 BJ1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1795_STAMPING: N 75 1935 264.599
 BJ1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1795+STABILITY: SURFACE MOTION
 BJ1795
 BJ1795  HISTORY     - Date     Condition        Report By
 BJ1795  HISTORY     - 1935     MONUMENTED       CGS
 BJ1795  HISTORY     - 1954     GOOD             CGS
 BJ1795
 BJ1795                          STATION DESCRIPTION
 BJ1795
 BJ1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1795'6.0 MI W FROM GREENSBURG.
 BJ1795'LOCATED 6.0 MILES WEST ALONG STATE HIGHWAY 35 FROM THE METHODIST
 BJ1795'CHURCH IN GREENSBURG, IN THE NORTHEAST ANGLE OF THE INTERSECTION WITH
 BJ1795'STATE ROAD 2038, 33 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 35,
 BJ1795'27 FEET EAST OF THE CENTERLINE OF STATE ROAD 2038, 3 FEET SOUTHEAST OF
 BJ1795'A FENCE CORNER, 2 FEET EAST OF A CONCRETE WITNESS POST, 6 FEET SOUTH
 BJ1795'EAST OF A POWER POLE AND 8 FEET WEST OF A TELEPHONE POLE.  IT IS A
 BJ1795'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 BJ1795'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3566 ***********************************************************************
 BJ3566  DESIGNATION -  N 75 RESET 1980
 BJ3566  PID         -  BJ3566
 BJ3566  STATE/COUNTY-  LA/ST HELENA
 BJ3566  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3566
 BJ3566                         *CURRENT SURVEY CONTROL
 BJ3566  ___________________________________________________________________
 BJ3566* NAD 83(1986)-  30 52 13.     (N)    090 45 42.     (W)     SCALED    
 BJ3566* NAVD 88     -        80.203  (meters)     263.13   (feet)  ADJUSTED  
 BJ3566  ___________________________________________________________________
 BJ3566  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3566  DYNAMIC HT  -          80.100 (meters)     262.79  (feet)  COMP
 BJ3566  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 BJ3566
 BJ3566  VERT ORDER  -  SECOND    CLASS I
 BJ3566
 BJ3566.The horizontal coordinates were scaled from a topographic map and have
 BJ3566.an estimated accuracy of +/- 6 seconds.
 BJ3566
 BJ3566.The orthometric height was determined by differential leveling
 BJ3566.and adjusted by the National Geodetic Survey in February 1994..
 BJ3566
 BJ3566.The geoid height was determined by GEOID03.
 BJ3566
 BJ3566.The dynamic height is computed by dividing the NAVD 88
 BJ3566.geopotential number by the normal gravity value computed on the
 BJ3566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3566.degrees latitude (g = 980.6199 gals.).
 BJ3566
 BJ3566.The modeled gravity was interpolated from observed gravity values.
 BJ3566
 BJ3566;                    North         East    Units  Estimated Accuracy
 BJ3566;SPC LA S     -   262,880.    1,054,670.      MT  (+/- 180 meters Scaled)
 BJ3566
 BJ3566                          SUPERSEDED SURVEY CONTROL
 BJ3566
 BJ3566.No superseded survey control is available for this station.
 BJ3566
 BJ3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ140173(NAD 83)
 BJ3566_MARKER: DB = BENCH MARK DISK
 BJ3566_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BJ3566+WITH SETTING: INFORMATION.
 BJ3566_SP_SET: COPPER-CLAD STEEL ROD
 BJ3566_STAMPING: N 75 RESET 1980
 BJ3566_MARK LOGO: NGS   
 BJ3566_PROJECTION: FLUSH
 BJ3566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3566_ROD/PIPE-DEPTH: 2.7  meters
 BJ3566
 BJ3566  HISTORY     - Date     Condition        Report By
 BJ3566  HISTORY     - 1980     MONUMENTED       NGS
 BJ3566  HISTORY     - 1984     GOOD             LADTD
 BJ3566
 BJ3566                          STATION DESCRIPTION
 BJ3566
 BJ3566'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3566'10.1 KM (6.3 MI) NW FROM GREENSBURG.
 BJ3566'ABOUT 10.1 KM (6.3 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3566'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 1043 ON THE RIGHT WITH
 BJ3566'THE BENCH MARK ON THE LEFT SET UNDER A FENCE LINE, 23.3 METERS
 BJ3566'(76.5 FT) SOUTH OF THE JUNCTION OF THE TWO HIGHWAYS, AND 15.5 METERS
 BJ3566'(51 FT) SOUTH OF THE CENTER OF HIGHWAY 10.
 BJ3566'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 BJ3566'THE MARK IS 0.30 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0512 ***********************************************************************
 BJ0512  DESIGNATION -  N 76
 BJ0512  PID         -  BJ0512
 BJ0512  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0512  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0512
 BJ0512                         *CURRENT SURVEY CONTROL
 BJ0512  ___________________________________________________________________
 BJ0512* NAD 83(1986)-  30 30 31.     (N)    091 11 00.     (W)     SCALED    
 BJ0512* NAVD 88     -        17.154  (meters)      56.28   (feet)  ADJUSTED  
 BJ0512  ___________________________________________________________________
 BJ0512  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0512  DYNAMIC HT  -          17.131 (meters)      56.20  (feet)  COMP
 BJ0512  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BJ0512
 BJ0512  VERT ORDER  -  FIRST     CLASS II
 BJ0512
 BJ0512.The horizontal coordinates were scaled from a topographic map and have
 BJ0512.an estimated accuracy of +/- 6 seconds.
 BJ0512
 BJ0512.The orthometric height was determined by differential leveling
 BJ0512.and adjusted by the National Geodetic Survey in February 1994..
 BJ0512
 BJ0512.The geoid height was determined by GEOID03.
 BJ0512
 BJ0512.The dynamic height is computed by dividing the NAVD 88
 BJ0512.geopotential number by the normal gravity value computed on the
 BJ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0512.degrees latitude (g = 980.6199 gals.).
 BJ0512
 BJ0512.The modeled gravity was interpolated from observed gravity values.
 BJ0512
 BJ0512;                    North         East    Units  Estimated Accuracy
 BJ0512;SPC LA S     -   222,660.    1,014,400.      MT  (+/- 180 meters Scaled)
 BJ0512
 BJ0512                          SUPERSEDED SURVEY CONTROL
 BJ0512
 BJ0512  NGVD 29 (??/??/??)   17.140  (m)           56.23   (f) ADJUSTED    1 2
 BJ0512
 BJ0512.Superseded values are not recommended for survey control.
 BJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0512.See file dsdata.txt to determine how the superseded data were derived.
 BJ0512
 BJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP743765(NAD 83)
 BJ0512_MARKER: DB = BENCH MARK DISK
 BJ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0512_STAMPING: N 76 1935
 BJ0512_MARK LOGO: CGS   
 BJ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0512+STABILITY: SURFACE MOTION
 BJ0512
 BJ0512  HISTORY     - Date     Condition        Report By
 BJ0512  HISTORY     - 1935     MONUMENTED       CGS
 BJ0512  HISTORY     - 1965     GOOD             CGS
 BJ0512  HISTORY     - 1976     GOOD             NGS
 BJ0512  HISTORY     - 1984     GOOD             LADTD
 BJ0512
 BJ0512                          STATION DESCRIPTION
 BJ0512
 BJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0512'1.85 MI S FROM SCOTLANDVILLE.
 BJ0512'ABOUT 1.85 MILES SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0512'FROM THE SENIOR HIGH SCHOOL AT SCOTLANDVILLE, OR ABOUT 1.25 MILES
 BJ0512'NORTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM THE STATION
 BJ0512'AT NORTH BATON ROUGE, IN S 37, T 6 S, R 1 W, AT THE EAST ENTRANCE TO
 BJ0512'THE STAUFFER CHEMICAL COMPANY, 46 FEET EAST OF THE EAST RAIL OF THE
 BJ0512'MAIN TRACK, 190 FEET NORTHEAST AND ACROSS THE TRACK FROM THE NORTHEAST
 BJ0512'LEG OF A METAL PYLON, 19 FEET SOUTH OF THE CENTER LINE OF A PAVED
 BJ0512'ROAD, 18 FEET NORTHWEST OF A HIGH PRESSURE GAS LINE MARKER, 3 FEET
 BJ0512'WEST OF A BRACE POLE, AND SET IN THE TOP OF A CONCRETE POST ABOUT 18
 BJ0512'INCHES BELOW THE GROUND.
 BJ0512
 BJ0512                          STATION RECOVERY (1976)
 BJ0512
 BJ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0512'1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD TRACK FROM THE
 BJ0512'SCOTLANDVILLE SENIOR HIGH SCHOOL AT SCOTLANDVILLE, AT THE
 BJ0512'CROSSING OF MONTE SAND AVENUE, 100.0 FT EAST OF THE SOUTHEAST CORNER
 BJ0512'OF THE SOUTH BRICK GATE POST TO STAUFFER CHEMICAL COMPANY DRIVEWAY,
 BJ0512'36.1 FT EAST OF THE EAST RAIL OF THE MAIN TRACK, 18 FT SOUTH OF
 BJ0512'THE CENTER LINE OF THE AVENUE, 3.5 FT WEST OF TELEPHONE POLE
 BJ0512'14121 1/2 WITH 3 GUY WIRES.
 BJ0512
 BJ0512                          STATION RECOVERY (1984)
 BJ0512
 BJ0512'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1257 ***********************************************************************
 BJ1257  DESIGNATION -  N 80
 BJ1257  PID         -  BJ1257
 BJ1257  STATE/COUNTY-  LA/ST TAMMANY
 BJ1257  USGS QUAD   -  FOLSOM (1983)
 BJ1257
 BJ1257                         *CURRENT SURVEY CONTROL
 BJ1257  ___________________________________________________________________
 BJ1257* NAD 83(1986)-  30 38 58.     (N)    090 11 48.     (W)     SCALED    
 BJ1257* NAVD 88     -        38.68   (+/-2cm)     126.9    (feet)  VERTCON   
 BJ1257  ___________________________________________________________________
 BJ1257  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ1257
 BJ1257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1257
 BJ1257.The horizontal coordinates were scaled from a topographic map and have
 BJ1257.an estimated accuracy of +/- 6 seconds.
 BJ1257
 BJ1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1257.The vertical order pertains to the NGVD 29 superseded value.
 BJ1257
 BJ1257.The geoid height was determined by GEOID03.
 BJ1257
 BJ1257;                    North         East    Units  Estimated Accuracy
 BJ1257;SPC LA S     -   238,800.    1,108,950.      MT  (+/- 180 meters Scaled)
 BJ1257
 BJ1257                          SUPERSEDED SURVEY CONTROL
 BJ1257
 BJ1257  NGVD 29 (??/??/??)   38.759  (m)          127.16   (f) ADJUSTED    2 0
 BJ1257
 BJ1257.Superseded values are not recommended for survey control.
 BJ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1257.See file dsdata.txt to determine how the superseded data were derived.
 BJ1257
 BJ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP686941(NAD 83)
 BJ1257_MARKER: DB = BENCH MARK DISK
 BJ1257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1257_SP_SET: BRIDGE
 BJ1257_STAMPING: N-80 1935
 BJ1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1257
 BJ1257  HISTORY     - Date     Condition        Report By
 BJ1257  HISTORY     - 1935     MONUMENTED       CGS
 BJ1257  HISTORY     - 1955     MARK NOT FOUND   USGS
 BJ1257
 BJ1257                          STATION DESCRIPTION
 BJ1257
 BJ1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BJ1257'1.6 MI N FROM FOLSOM.
 BJ1257'ON SOUTH END OF WEST HEADWALL OF CONCRETE BRIDGE OVER CREEK, UNDER
 BJ1257'STATE HIGHWAY 34.
 BJ1257
 BJ1257                          STATION RECOVERY (1955)
 BJ1257
 BJ1257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BJ1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1024 ***********************************************************************
 BJ1024  DESIGNATION -  N 94 RESET
 BJ1024  PID         -  BJ1024
 BJ1024  STATE/COUNTY-  LA/IBERVILLE
 BJ1024  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1024
 BJ1024                         *CURRENT SURVEY CONTROL
 BJ1024  ___________________________________________________________________
 BJ1024* NAD 83(1986)-  30 17 23.     (N)    091 10 27.     (W)     SCALED    
 BJ1024* NAVD 88     -         7.688  (meters)      25.22   (feet)  ADJUSTED  
 BJ1024  ___________________________________________________________________
 BJ1024  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1024  DYNAMIC HT  -           7.678 (meters)      25.19  (feet)  COMP
 BJ1024  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 BJ1024
 BJ1024  VERT ORDER  -  FIRST     CLASS I
 BJ1024
 BJ1024.The horizontal coordinates were scaled from a topographic map and have
 BJ1024.an estimated accuracy of +/- 6 seconds.
 BJ1024
 BJ1024.The orthometric height was determined by differential leveling
 BJ1024.and adjusted by the National Geodetic Survey in February 1994..
 BJ1024
 BJ1024.The geoid height was determined by GEOID03.
 BJ1024
 BJ1024.The dynamic height is computed by dividing the NAVD 88
 BJ1024.geopotential number by the normal gravity value computed on the
 BJ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1024.degrees latitude (g = 980.6199 gals.).
 BJ1024
 BJ1024.The modeled gravity was interpolated from observed gravity values.
 BJ1024
 BJ1024;                    North         East    Units  Estimated Accuracy
 BJ1024;SPC LA S     -   198,390.    1,015,310.      MT  (+/- 180 meters Scaled)
 BJ1024
 BJ1024                          SUPERSEDED SURVEY CONTROL
 BJ1024
 BJ1024  NGVD 29 (??/??/??)    7.733  (m)           25.37   (f) ADJUSTED    1 1
 BJ1024
 BJ1024.Superseded values are not recommended for survey control.
 BJ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1024.See file dsdata.txt to determine how the superseded data were derived.
 BJ1024
 BJ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP755523(NAD 83)
 BJ1024_MARKER: DB = BENCH MARK DISK
 BJ1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1024_SP_SET: CONCRETE POST
 BJ1024_STAMPING: N 94 1938 RESET 1956
 BJ1024_MARK LOGO: CGS   
 BJ1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1024+STABILITY: SURFACE MOTION
 BJ1024
 BJ1024  HISTORY     - Date     Condition        Report By
 BJ1024  HISTORY     - 1956     MONUMENTED       CGS
 BJ1024  HISTORY     - 1964     GOOD             CGS
 BJ1024  HISTORY     - 1976     GOOD             NGS
 BJ1024  HISTORY     - 1986     GOOD             NGS
 BJ1024
 BJ1024                          STATION DESCRIPTION
 BJ1024
 BJ1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1024'4.85 MI NW FROM SAINT GABRIEL.
 BJ1024'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1024'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 1.15 MILES NORTHWEST ALONG
 BJ1024'STATE HIGHWAY 75, ABOUT 117 YARDS WEST OF THE WEST SIDE OF A ONE STORY
 BJ1024'FRAME HOUSE, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 1/2
 BJ1024'FEET NORTHWEST OF POWER LINE POLE 20, 0.8 FOOT SOUTH OF A FENCE LINE,
 BJ1024'1 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 BJ1024'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 BJ1024'OF THE GROUND.
 BJ1024
 BJ1024                          STATION RECOVERY (1976)
 BJ1024
 BJ1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1024'5.1 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH STATE
 BJ1024'HIGHWAY 74, 117 YARDS WEST OF THE WEST SIDE OF A ONE STORY FRAME
 BJ1024'HOUSE, 41 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.5 FT NORTHWEST
 BJ1024'OF A POWER POLE, 110 FT WEST OF THE CENTER LINE OF A SHELLED ROAD
 BJ1024'LEADING NORTH, 0.5 FT SOUTH OF A FENCE LINE, 114 FT NORTHEAST OF THE
 BJ1024'NORTH END OF AN 18 INCH METAL PIPE CULVERT UNDER HIGHWAY.
 BJ1024
 BJ1024                          STATION RECOVERY (1986)
 BJ1024
 BJ1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1686 ***********************************************************************
 BX1686  DESIGNATION -  N 97
 BX1686  PID         -  BX1686
 BX1686  STATE/COUNTY-  LA/NATCHITOCHES
 BX1686  USGS QUAD   -  FLORA (1992)
 BX1686
 BX1686                         *CURRENT SURVEY CONTROL
 BX1686  ___________________________________________________________________
 BX1686* NAD 83(1986)-  31 36 43.     (N)    093 04 33.     (W)     SCALED    
 BX1686* NAVD 88     -        32.19   (+/-2cm)     105.6    (feet)  VERTCON   
 BX1686  ___________________________________________________________________
 BX1686  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1686
 BX1686  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1686
 BX1686.The horizontal coordinates were scaled from a topographic map and have
 BX1686.an estimated accuracy of +/- 6 seconds.
 BX1686
 BX1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1686.The vertical order pertains to the NGVD 29 superseded value.
 BX1686
 BX1686.The geoid height was determined by GEOID03.
 BX1686
 BX1686;                    North         East    Units  Estimated Accuracy
 BX1686;SPC LA N     -   123,430.      945,360.      MT  (+/- 180 meters Scaled)
 BX1686
 BX1686                          SUPERSEDED SURVEY CONTROL
 BX1686
 BX1686  NGVD 29 (??/??/??)   32.237  (m)          105.76   (f) ADJUSTED    1 2
 BX1686
 BX1686.Superseded values are not recommended for survey control.
 BX1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1686.See file dsdata.txt to determine how the superseded data were derived.
 BX1686
 BX1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ928974(NAD 83)
 BX1686_MARKER: DB = BENCH MARK DISK
 BX1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1686_STAMPING: N-97 1938
 BX1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1686+STABILITY: SURFACE MOTION
 BX1686
 BX1686  HISTORY     - Date     Condition        Report By
 BX1686  HISTORY     - 1938     MONUMENTED       CGS
 BX1686  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1686
 BX1686                          STATION DESCRIPTION
 BX1686
 BX1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1686'2.1 MI W FROM CYPRESS.
 BX1686'ABOUT 2.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1686'STATION AT CYPRESS, NATCHITOCHES PARISH, 8 FEET WEST OF MILEPOST 238,
 BX1686'204 FEET EAST OF THE CENTER OF A ROAD CROSSING, AND 42 FEET SOUTH OF
 BX1686'THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED N 97 1938
 BX1686'AND SET IN THE TOP OF A CONCRETE POST.
 BX1686
 BX1686                          STATION RECOVERY (1980)
 BX1686
 BX1686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1264 ***********************************************************************
 CQ1264  DESIGNATION -  N 98
 CQ1264  PID         -  CQ1264
 CQ1264  STATE/COUNTY-  LA/WEBSTER
 CQ1264  USGS QUAD   -  ADA (1986)
 CQ1264
 CQ1264                         *CURRENT SURVEY CONTROL
 CQ1264  ___________________________________________________________________
 CQ1264* NAD 83(1986)-  32 32 13.     (N)    093 14 59.     (W)     SCALED    
 CQ1264* NAVD 88     -        72.289  (meters)     237.17   (feet)  ADJUSTED  
 CQ1264  ___________________________________________________________________
 CQ1264  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ1264  DYNAMIC HT  -          72.208 (meters)     236.90  (feet)  COMP
 CQ1264  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CQ1264
 CQ1264  VERT ORDER  -  FIRST     CLASS II
 CQ1264
 CQ1264.The horizontal coordinates were scaled from a topographic map and have
 CQ1264.an estimated accuracy of +/- 6 seconds.
 CQ1264
 CQ1264.The orthometric height was determined by differential leveling
 CQ1264.and adjusted by the National Geodetic Survey in June 1991..
 CQ1264
 CQ1264.The geoid height was determined by GEOID03.
 CQ1264
 CQ1264.The dynamic height is computed by dividing the NAVD 88
 CQ1264.geopotential number by the normal gravity value computed on the
 CQ1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1264.degrees latitude (g = 980.6199 gals.).
 CQ1264
 CQ1264.The modeled gravity was interpolated from observed gravity values.
 CQ1264
 CQ1264;                    North         East    Units  Estimated Accuracy
 CQ1264;SPC LA N     -   226,100.      929,580.      MT  (+/- 180 meters Scaled)
 CQ1264
 CQ1264                          SUPERSEDED SURVEY CONTROL
 CQ1264
 CQ1264  NGVD 29 (??/??/??)   72.337  (m)          237.33   (f) ADJUSTED    1 2
 CQ1264
 CQ1264.Superseded values are not recommended for survey control.
 CQ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1264.See file dsdata.txt to determine how the superseded data were derived.
 CQ1264
 CQ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR765999(NAD 83)
 CQ1264_MARKER: DB = BENCH MARK DISK
 CQ1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1264_STAMPING: N 98 1938
 CQ1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1264+STABILITY: SURFACE MOTION
 CQ1264
 CQ1264  HISTORY     - Date     Condition        Report By
 CQ1264  HISTORY     - 1941     MONUMENTED       CGS
 CQ1264  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1264  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1264  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1264
 CQ1264                          STATION DESCRIPTION
 CQ1264
 CQ1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1264'0.5 MI W FROM DUBBERLY.
 CQ1264'0.5 MILE WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM THE
 CQ1264'STATION AT DUBBERLY, WEBSTER PARISH, 59 FEET WEST OF THE CENTER OF A
 CQ1264'ROAD CROSSING, 33 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF
 CQ1264'POLES, AND 34 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED N 98 1938
 CQ1264'AND SET IN THE TOP OF A CONCRETE POST.
 CQ1264
 CQ1264                          STATION RECOVERY (1977)
 CQ1264
 CQ1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1264'NOT RECOVERED AT THIS TIME OR IN 1969, MAY HAVE BEEN DESTROYED
 CQ1264'WHEN POLES WERE TAKEN OUT.
 CQ1264
 CQ1264                          STATION RECOVERY (2000)
 CQ1264
 CQ1264'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1925 ***********************************************************************
 BX1925  DESIGNATION -  N 99
 BX1925  PID         -  BX1925
 BX1925  STATE/COUNTY-  LA/SABINE
 BX1925  USGS QUAD   -  MANY (1994)
 BX1925
 BX1925                         *CURRENT SURVEY CONTROL
 BX1925  ___________________________________________________________________
 BX1925* NAD 83(1986)-  31 33 36.     (N)    093 28 40.     (W)     SCALED    
 BX1925* NAVD 88     -        70.28   (+/-2cm)     230.6    (feet)  VERTCON   
 BX1925  ___________________________________________________________________
 BX1925  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX1925
 BX1925  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1925
 BX1925.The horizontal coordinates were scaled from a topographic map and have
 BX1925.an estimated accuracy of +/- 6 seconds.
 BX1925
 BX1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1925.The vertical order pertains to the NGVD 29 superseded value.
 BX1925
 BX1925.The geoid height was determined by GEOID03.
 BX1925
 BX1925;                    North         East    Units  Estimated Accuracy
 BX1925;SPC LA N     -   117,950.      907,180.      MT  (+/- 180 meters Scaled)
 BX1925
 BX1925                          SUPERSEDED SURVEY CONTROL
 BX1925
 BX1925  NGVD 29 (??/??/??)   70.365  (m)          230.86   (f) ADJUSTED    2 0
 BX1925
 BX1925.Superseded values are not recommended for survey control.
 BX1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1925.See file dsdata.txt to determine how the superseded data were derived.
 BX1925
 BX1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ546917(NAD 83)
 BX1925_MARKER: DB = BENCH MARK DISK
 BX1925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1925_SP_SET: CULVERT
 BX1925_STAMPING: N99
 BX1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1925
 BX1925  HISTORY     - Date     Condition        Report By
 BX1925  HISTORY     - UNK      MONUMENTED       CGS
 BX1925  HISTORY     - 1970     GOOD             LADTD
 BX1925  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1925  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1925
 BX1925                          STATION DESCRIPTION
 BX1925
 BX1925'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1925'1.2 MI S FROM MANY.
 BX1925'ABOUT 1.2 MILES SOUTH OF POST OFFICE AT MANY.  0.4 MILES SOUTHEAST
 BX1925'ALONG KANSAS CITY SOUTHERN RAILROAD FROM THE STATION AT MANY.  0.3
 BX1925'MILES NORTHWEST OF MILE POST NO. 634.  IN THE TOP OF THE NORTHEAST
 BX1925'HEADWALL OF A CONCRETE CULVERT UNDER KANSAS CITY SOUTHERN RAILROAD. 1
 BX1925'FOOT FROM THE NORTHEAST END OF A CULVERT HEADWALL.  20 FEET NORTHEAST
 BX1925'OF NORTH RAIL ON MAIN TRACK.  1/4, SEC 27, T 7N, R 11W.
 BX1925
 BX1925                          STATION RECOVERY (2001)
 BX1925
 BX1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1925'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX1925
 BX1925                          STATION RECOVERY (2001)
 BX1925
 BX1925'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1715 ***********************************************************************
 BK1715  DESIGNATION -  N RESET
 BK1715  PID         -  BK1715
 BK1715  STATE/COUNTY-  LA/CALCASIEU
 BK1715  USGS QUAD   -  VINTON (1994)
 BK1715
 BK1715                         *CURRENT SURVEY CONTROL
 BK1715  ___________________________________________________________________
 BK1715* NAD 83(1986)-  30 11 23.     (N)    093 34 53.     (W)     SCALED    
 BK1715* NAVD 88     -         5.581  (meters)      18.31   (feet)  ADJUSTED  
 BK1715  ___________________________________________________________________
 BK1715  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1715  DYNAMIC HT  -           5.574 (meters)      18.29  (feet)  COMP
 BK1715  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 BK1715
 BK1715  VERT ORDER  -  FIRST     CLASS I
 BK1715
 BK1715.The horizontal coordinates were scaled from a topographic map and have
 BK1715.an estimated accuracy of +/- 6 seconds.
 BK1715
 BK1715.The orthometric height was determined by differential leveling
 BK1715.and adjusted by the National Geodetic Survey in February 1994..
 BK1715
 BK1715.The geoid height was determined by GEOID03.
 BK1715
 BK1715.The dynamic height is computed by dividing the NAVD 88
 BK1715.geopotential number by the normal gravity value computed on the
 BK1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1715.degrees latitude (g = 980.6199 gals.).
 BK1715
 BK1715.The modeled gravity was interpolated from observed gravity values.
 BK1715
 BK1715;                    North         East    Units  Estimated Accuracy
 BK1715;SPC LA S     -   189,420.      783,540.      MT  (+/- 180 meters Scaled)
 BK1715
 BK1715                          SUPERSEDED SURVEY CONTROL
 BK1715
 BK1715  NAVD 88 (06/15/91)    5.577  (m)           18.30   (f) UNKNOWN     1 1
 BK1715  NGVD 29 (??/??/??)    5.534  (m)           18.16   (f) ADJUSTED    1 1
 BK1715
 BK1715.Superseded values are not recommended for survey control.
 BK1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1715.See file dsdata.txt to determine how the superseded data were derived.
 BK1715
 BK1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP440399(NAD 83)
 BK1715_MARKER: DB = BENCH MARK DISK
 BK1715_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BK1715_SP_SET: BUILDING
 BK1715_STAMPING: N RESET 1949
 BK1715_MARK LOGO: CGS   
 BK1715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1715+STABILITY: POSITION/ELEVATION WELL
 BK1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1715+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BK1715
 BK1715  HISTORY     - Date     Condition        Report By
 BK1715  HISTORY     - 1949     MONUMENTED       CGS
 BK1715  HISTORY     - 1969     GOOD             USPSQD
 BK1715  HISTORY     - 1972     GOOD             NGS
 BK1715  HISTORY     - 1986     GOOD             NGS
 BK1715  HISTORY     - 1988     GOOD             USPSQD
 BK1715  HISTORY     - 1988     GOOD             USPSQD
 BK1715  HISTORY     - 1989     GOOD             USPSQD
 BK1715  HISTORY     - 19961019 GOOD             USPSQD
 BK1715  HISTORY     - 20021112 GOOD             USPSQD
 BK1715  HISTORY     - 20041009 GOOD             USPSQD
 BK1715
 BK1715                          STATION DESCRIPTION
 BK1715
 BK1715'DESCRIBED BY US POWER SQUADRON 1969 (JHB)
 BK1715'RECOVERED IN GOOD CONDITION.
 BK1715
 BK1715                          STATION RECOVERY (1972)
 BK1715
 BK1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1715'0.15 MI S FROM VINTON.
 BK1715'ABOUT 0.15 MILE SOUTH ALONG HORRIDAGE STREET FROM THE MUNICIPAL
 BK1715'BUILDING AT VINTON, 97 YARDS NORTH OF THE NORTHEAST CORNER OF THE POST
 BK1715'OFFICE BUILDING, 40 FEET WEST OF THE CENTER LINE OF HORRIDAGE STREET,
 BK1715'0.7 FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, SET VERTICALLY
 BK1715'IN THE EAST WALL OF THE CITY BARBER SHOP, 3.2 FEET ABOVE THE SIDEWALK,
 BK1715'THE MARK IS INSIDE OF A 3 1/2-INCH HOLE RECESSED 1-INCH INTO WALL
 BK1715'FORMED BY A COATING OF STUCCO.  SEC 15, T 10 S, R 12 W.
 BK1715
 BK1715                          STATION RECOVERY (1986)
 BK1715
 BK1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1715'RECOVERED IN GOOD CONDITION.
 BK1715
 BK1715                          STATION RECOVERY (1988)
 BK1715
 BK1715'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1715'RECOVERED IN GOOD CONDITION.
 BK1715
 BK1715                          STATION RECOVERY (1988)
 BK1715
 BK1715'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1715'RECOVERED IN GOOD CONDITION.
 BK1715
 BK1715                          STATION RECOVERY (1989)
 BK1715
 BK1715'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1715'RECOVERED IN GOOD CONDITION.
 BK1715
 BK1715                          STATION RECOVERY (1996)
 BK1715
 BK1715'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1715'RECOVERED IN GOOD CONDITION.
 BK1715
 BK1715                          STATION RECOVERY (2002)
 BK1715
 BK1715'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1715'RECOVERED IN GOOD CONDITION.
 BK1715
 BK1715                          STATION RECOVERY (2004)
 BK1715
 BK1715'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3152 ***********************************************************************
 CQ3152  DESIGNATION -  NABOR
 CQ3152  PID         -  CQ3152
 CQ3152  STATE/COUNTY-  LA/DE SOTO
 CQ3152  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ3152
 CQ3152                         *CURRENT SURVEY CONTROL
 CQ3152  ___________________________________________________________________
 CQ3152* NAD 83(1992)-  32 01 22.43397(N)    093 33 44.62582(W)     ADJUSTED  
 CQ3152* NAVD 88     -       119.0    (meters)     390.     (feet)  VERTCON   
 CQ3152  ___________________________________________________________________
 CQ3152  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ3152  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3152
 CQ3152  HORZ ORDER  -  FIRST
 CQ3152
 CQ3152.The horizontal coordinates were established by classical geodetic methods
 CQ3152.and adjusted by the National Geodetic Survey in January 1993..
 CQ3152
 CQ3152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3152
 CQ3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3152
 CQ3152.The geoid height was determined by GEOID03.
 CQ3152
 CQ3152;                    North         East     Units Scale Factor Converg.
 CQ3152;SPC LA N     -   169,343.245   899,645.812   MT  0.99991642   -0 33 42.1
 CQ3152;SPC LA N     -   555,586.96  2,951,587.97   sFT  0.99991642   -0 33 42.1
 CQ3152;UTM  15      - 3,543,112.018   446,891.516   MT  0.99963478   -0 17 53.6
 CQ3152
 CQ3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3152!SPC LA N     -   0.99998536  x   0.99991642  =   0.99990178
 CQ3152!UTM  15      -   0.99998536  x   0.99963478  =   0.99962015
 CQ3152
 CQ3152|---------------------------------------------------------------------|
 CQ3152| PID    Reference Object                     Distance      Geod. Az  |
 CQ3152|                                                           dddmmss.s |
 CQ3152| CX6813 NABOR RM 1                           24.135 METERS 05944     |
 CQ3152| CQ3110 GREEN                               APPROX.15.3 KM 0974613.4 |
 CQ3152| BX3002 DESOTO LOT                          APPROX. 6.3 KM 1851421.6 |
 CQ3152| CX6814 NABOR RM 2                           23.057 METERS 19412     |
 CQ3152| CX6815 NABOR RM 3                           68.315 METERS 20733     |
 CQ3152| CQ3164 MANSFIELD RAD STA KDXI MAST         APPROX.16.6 KM 2693656.1 |
 CQ3152| CQ2640 MAN RM 3                            APPROX.14.6 KM 2694557.6 |
 CQ3152| CQ3160 MANSFIELD MUN NE TANK               APPROX.12.0 KM 2790416.5 |
 CQ3152|---------------------------------------------------------------------|
 CQ3152
 CQ3152                          SUPERSEDED SURVEY CONTROL
 CQ3152
 CQ3152  NAD 83(1986)-  32 01 22.44466(N)    093 33 44.62149(W) AD(       ) 1
 CQ3152  NAD 27      -  32 01 21.85952(N)    093 33 43.97825(W) AD(       ) 1
 CQ3152  NGVD 29 (07/19/86)  119.1    (m)          391.     (f) VERT ANG       
 CQ3152
 CQ3152.Superseded values are not recommended for survey control.
 CQ3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3152.See file dsdata.txt to determine how the superseded data were derived.
 CQ3152
 CQ3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4689243112(NAD 83)
 CQ3152_MARKER: DS = TRIANGULATION STATION DISK
 CQ3152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3152
 CQ3152  HISTORY     - Date     Condition        Report By
 CQ3152  HISTORY     - 1969     MONUMENTED       CGS
 CQ3152  HISTORY     - 1971     GOOD             NGS
 CQ3152
 CQ3152                          STATION DESCRIPTION
 CQ3152
 CQ3152'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3152'(NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.)
 CQ3152'
 CQ3152'THE STATION IS LOCATED ABOUT 9 MILES EAST OF MANSFIELD,
 CQ3152'7-1/2 MILES NORTHWEST OF EVELYN, 5 MILES WEST OF WEMPLE AND
 CQ3152'1-1/2 MILES SOUTHEAST OF NABORTON, ON PROPERTY OF MR. H. O. JORDEN.
 CQ3152'
 CQ3152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 CQ3152'STATE HIGHWAY 522, THIS IS ABOUT 8-1/2 MILES EASTERLY ALONG
 CQ3152'U.S. HIGHWAY 84 FROM MANSFIELD AND ABOUT 6-1/2 MILES SOUTHWESTERLY
 CQ3152'ALONG U.S. HIGHWAY 84 FROM GRAND BAYOU, GO SOUTH ON STATE
 CQ3152'HIGHWAY 522 FOR 1.3 MILES TO A T-INTERSECTION WHERE STATE
 CQ3152'HIGHWAY 522 MAKES A SHARP RIGHT AND A GRAVELED ROAD GOES
 CQ3152'LEFT, EAST.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 0.15
 CQ3152'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRADED
 CQ3152'ROAD FOR 2.15 MILES TO A SIDE ROAD LEFT JUST BEFORE LARGE
 CQ3152'PILES OF DIRT ON EACH SIDE OF THE ROAD.  TURN LEFT AND GO
 CQ3152'EAST ON TRACK ROAD FOR 0.05 MILE TO A FORK, KEEP RIGHT FORK,
 CQ3152'STRAIGHT AHEAD, FOR 0.45 MILE TO A FORK, TAKE LEFT FORK AND GO
 CQ3152'NORTHERLY FOR 0.7 MILE TO WHERE THE MAIN TRAVELED ROAD TURNS RIGHT
 CQ3152'AT A SMALL TIN BUILDING ON THE LEFT.  CONTINUE AHEAD, NORTH,
 CQ3152'ON DIM TRACK ROAD FOR 0.3 MILE TO A DIM TRACK ROAD LEFT.
 CQ3152'TURN LEFT, WEST, AND GO UP HILL FOR 0.05 MILE TO THE STATION ON
 CQ3152'THE RIGHT.
 CQ3152'
 CQ3152'STATION MARK IS A STANDARD DISK, STAMPED NABOR 1969, SET IN
 CQ3152'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ3152'1 INCH.  IT IS 22.5 FEET SOUTH OF A 12-INCH PINE TREE, 17 FEET
 CQ3152'NORTH OF A DIM TRACK ROAD, 19.5 FEET WEST OF A 10-INCH PINE
 CQ3152'TREE, 12.8 FEET EAST OF A 12-INCH PINE TREE AND 2.5 FEET NORTH
 CQ3152'WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3152'
 CQ3152'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NABOR NO 1 1969,
 CQ3152'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ3152'FLUSH.  IT IS 24.5 FEET NORTH-NORTHEAST OF A 16-INCH PINE TREE,
 CQ3152'18.5 FEET SOUTH OF A 14-INCH PINE TREE AND 10 FEET WEST OF A
 CQ3152'16-INCH PINE TREE.
 CQ3152'
 CQ3152'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NABOR NO 2 1969,
 CQ3152'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3152'PROJECTS 6 INCHES.  IT IS 75.3 FEET SOUTH-SOUTHWEST OF THE WITNESS
 CQ3152'POST, 15 FEET WEST OF A 12-INCH PINE TREE AND 11 FEET NORTHEAST OF
 CQ3152'A BLACK OAK TREE.
 CQ3152'
 CQ3152'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 CQ3152'
 CQ3152'HEIGHT OF LIGHT ABOVE STATION MARK 30.42 METERS.
 CQ3152
 CQ3152                          STATION RECOVERY (1971)
 CQ3152
 CQ3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ3152'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 CQ3152'DIRECTIONS TO THE REFERENCE MARKS COMPARED GOOD WITH THE PREVIOUS
 CQ3152'DATA.  THE DISTANCE TO REFERENCE MARK TWO IS ADEQUATE.  THE
 CQ3152'DISTANCE TO REFERENCE MARK ONE WAS MEASURED 0.017 METERS SHORTER
 CQ3152'THIS DATE, WHICH COULD BE BECAUSE 5 KILOGRAMS TAPE TENSION WAS
 CQ3152'USED TO MEASURE THE MARKS THIS DATE.
 CQ3152'
 CQ3152'THE GENERAL DESCRIPTION AND THE DESCRIPTION OF THE ROUTE TO REACH
 CQ3152'THE STATION IS ADEQUATE.
 CQ3152'
 CQ3152'REFERENCE MARK THREE WAS ESTABLISHED THIS DATE.
 CQ3152'
 CQ3152'FOLLOWING ARE NEW GENERAL MEASUREMENTS FOR THE REFERENCE MARKS AND
 CQ3152'A DESCRIPTION FOR REFERENCE MARK THREE.
 CQ3152'
 CQ3152'REFERENCE MARK ONE IS 24.5 FEET NORTH-NORTHWEST OF A 16-INCH PINE
 CQ3152'TREE, 18.5 FEET SOUTH OF A 14-INCH PINE TREE AND 10 FEET
 CQ3152'EAST-NORTHEAST OF A 16-INCH TREE.
 CQ3152'
 CQ3152'REFERENCE MARK TWO IS 75.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 CQ3152'POST, 36.5 FEET WEST OF A 14-INCH PINE TREE AND 15 FEET SOUTHEAST OF
 CQ3152'A 12-INCH PINE TREE.
 CQ3152'
 CQ3152'REFERENCE MARK THREE IS A STANDARD DISK STAMPED NABOR 1969 NO 3
 CQ3152'1971, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3152'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 26.5 FEET
 CQ3152'EAST-SOUTHEAST OF A TWIN-TRUNK PINE TREE, 9 FEET SOUTH OF A
 CQ3152'10-INCH PINE TREE AND 2 FEET NORTH OF A METAL WITNESS POST.
 CQ3152'
 CQ3152'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KGS. TAPE TENSION.
 CQ3152'
 CQ3152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 CQ3152'EASTERLY OF MANSFIELD.
 CQ3152'
 CQ3152'HEIGHT OF LIGHT ABOVE STATION MARK 99.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1105 ***********************************************************************
 AT1105  DESIGNATION -  NAIRN MICROWAVE MAST
 AT1105  PID         -  AT1105
 AT1105  STATE/COUNTY-  LA/PLAQUEMINES
 AT1105  USGS QUAD   -  EMPIRE (1992)
 AT1105
 AT1105                         *CURRENT SURVEY CONTROL
 AT1105  ___________________________________________________________________
 AT1105* NAD 83(1992)-  29 25 08.18832(N)    089 36 46.89109(W)     ADJUSTED  
 AT1105* NAVD 88     -                                                        
 AT1105  **This station is located in a subsidence area (see below).
 AT1105  ___________________________________________________________________
 AT1105  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1105  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AT1105
 AT1105  HORZ ORDER  -  THIRD
 AT1105
 AT1105.The horizontal coordinates were established by classical geodetic methods
 AT1105.and adjusted by the National Geodetic Survey in January 1993..
 AT1105
 AT1105 ** The orthometric height has not been validated since last determined
 AT1105 ** by differential leveling and should not be used for control purposes.
 AT1105 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1105 ** area with valid NAVD 88 orthometric heights.
 AT1105 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1105 ** epoch indicated which incorporates improved geoid heights for the
 AT1105 ** Southern Louisiana Subsidence area.
 AT1105 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1105
 AT1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1105
 AT1105.The geoid height was determined by GEOID03.
 AT1105
 AT1105;                    North         East     Units Scale Factor Converg.
 AT1105;SPC LA S     -   103,114.249 1,166,934.436   MT  0.99997695   +0 51 36.6
 AT1105;SPC LA S     -   338,300.67  3,828,517.40   sFT  0.99997695   +0 51 36.6
 AT1105;UTM  16      - 3,257,243.011   246,478.744   MT  1.00039315   -1 17 03.1
 AT1105
 AT1105                          SUPERSEDED SURVEY CONTROL
 AT1105
 AT1105  NAD 83(1986)-  29 25 08.19705(N)    089 36 46.89830(W) AD(       ) 4
 AT1105  NAD 27      -  29 25 07.40978(N)    089 36 46.67552(W) AD(       ) 3
 AT1105
 AT1105.Superseded values are not recommended for survey control.
 AT1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1105.See file dsdata.txt to determine how the superseded data were derived.
 AT1105
 AT1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4647957243(NAD 83)
 AT1105_MARKER: 44 = MICROWAVE MAST
 AT1105
 AT1105  HISTORY     - Date     Condition        Report By
 AT1105  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1105
 AT1105                          STATION DESCRIPTION
 AT1105
 AT1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1105'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF
 AT1105'EMPIRE, ABOUT 1/2
 AT1105'MILE SOUTH OF NAIRN AND ON PROPERTY OF SHELL COMPANY.
 AT1105'
 AT1105'STATION IS A MICROWAVE TOWER PAINTED RED AND WHITE, IS ABOUT 300
 AT1105'FEET HIGH, HAS TWO
 AT1105'REFLECTORS CLOSE TO TOP AND HAS A FLASHING RED LIGHT
 AT1105'ON TOP.
 AT1105'
 AT1105'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1177 ***********************************************************************
 AT1177  DESIGNATION -  NAM 1934
 AT1177  PID         -  AT1177
 AT1177  STATE/COUNTY-  LA/PLAQUEMINES
 AT1177  USGS QUAD   -  BAY BATISTE (1993)
 AT1177
 AT1177                         *CURRENT SURVEY CONTROL
 AT1177  ___________________________________________________________________
 AT1177* NAD 83(1992)-  29 27 00.08581(N)    089 52 09.82647(W)     ADJUSTED  
 AT1177* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1177  **This station is located in a subsidence area (see below).
 AT1177  ___________________________________________________________________
 AT1177  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AT1177  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AT1177
 AT1177  HORZ ORDER  -  THIRD
 AT1177
 AT1177.The horizontal coordinates were established by classical geodetic methods
 AT1177.and adjusted by the National Geodetic Survey in January 1993..
 AT1177
 AT1177 ** The orthometric height has not been validated since last determined
 AT1177 ** by differential leveling and should not be used for control purposes.
 AT1177 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1177 ** area with valid NAVD 88 orthometric heights.
 AT1177 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1177 ** epoch indicated which incorporates improved geoid heights for the
 AT1177 ** Southern Louisiana Subsidence area.
 AT1177 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1177.The orthometric height was scaled from a topographic map.
 AT1177
 AT1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1177
 AT1177.The geoid height was determined by GEOID03.
 AT1177
 AT1177;                    North         East     Units Scale Factor Converg.
 AT1177;SPC LA S     -   106,213.514 1,142,014.293   MT  0.99997163   +0 43 55.2
 AT1177;SPC LA S     -   348,468.84  3,746,758.56   sFT  0.99997163   +0 43 55.2
 AT1177;UTM  16      - 3,261,274.405   221,679.623   MT  1.00055593   -1 24 42.1
 AT1177
 AT1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1177!SPC LA S     -   1.00000384  x   0.99997163  =   0.99997547
 AT1177!UTM  16      -   1.00000384  x   1.00055593  =   1.00055977
 AT1177
 AT1177                          SUPERSEDED SURVEY CONTROL
 AT1177
 AT1177  NAD 83(1986)-  29 27 00.09781(N)    089 52 09.83320(W) AD(       ) 3
 AT1177  NAD 27      -  29 26 59.30900(N)    089 52 09.59100(W) AD(       ) 3
 AT1177
 AT1177.Superseded values are not recommended for survey control.
 AT1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1177.See file dsdata.txt to determine how the superseded data were derived.
 AT1177
 AT1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2168061274(NAD 83)
 AT1177_MARKER: I = METAL ROD
 AT1177_SETTING: 0 = UNSPECIFIED SETTING
 AT1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1177
 AT1177  HISTORY     - Date     Condition        Report By
 AT1177  HISTORY     - 1934     MONUMENTED       CGS
 AT1177
 AT1177                          STATION DESCRIPTION
 AT1177
 AT1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1177'ON THE WESTERN
 AT1177'SHORE OF BAY
 AT1177'BATISTE, 6 METERS (20 FEET) FROM THE SHORE ABOUT
 AT1177'EQUIDISTANT BETWEEN TWO LONG
 AT1177'POINTS AND ABOUT 250 METERS (820 FEET)
 AT1177'FROM EACH OF THESE POINTS.  THE STATION IS
 AT1177'MARKED BY AN IRON PIPE
 AT1177'FILLED WITH CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3026 ***********************************************************************
 BX3026  DESIGNATION -  NANA
 BX3026  PID         -  BX3026
 BX3026  STATE/COUNTY-  LA/SABINE
 BX3026  USGS QUAD   -  LORING (1994)
 BX3026
 BX3026                         *CURRENT SURVEY CONTROL
 BX3026  ___________________________________________________________________
 BX3026* NAD 83(1992)-  31 35 09.26277(N)    093 31 02.33958(W)     ADJUSTED  
 BX3026* NAVD 88     -        92.965  (meters)     305.00   (feet)  ADJUSTED  
 BX3026  ___________________________________________________________________
 BX3026  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BX3026  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX3026  DYNAMIC HT  -          92.852 (meters)     304.63  (feet)  COMP
 BX3026  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 BX3026
 BX3026  HORZ ORDER  -  SECOND
 BX3026  VERT ORDER  -  SECOND    CLASS I
 BX3026
 BX3026.The horizontal coordinates were established by classical geodetic methods
 BX3026.and adjusted by the National Geodetic Survey in January 1993..
 BX3026
 BX3026.The orthometric height was determined by differential leveling
 BX3026.and adjusted by the National Geodetic Survey in February 1994..
 BX3026
 BX3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3026
 BX3026.The geoid height was determined by GEOID03.
 BX3026
 BX3026.The dynamic height is computed by dividing the NAVD 88
 BX3026.geopotential number by the normal gravity value computed on the
 BX3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3026.degrees latitude (g = 980.6199 gals.).
 BX3026
 BX3026.The modeled gravity was interpolated from observed gravity values.
 BX3026
 BX3026;                    North         East     Units Scale Factor Converg.
 BX3026;SPC LA N     -   120,853.285   903,449.083   MT  0.99993141   -0 32 16.3
 BX3026;SPC LA N     -   396,499.49  2,964,065.87   sFT  0.99993141   -0 32 16.3
 BX3026;UTM  15      - 3,494,654.089   450,918.055   MT  0.99962971   -0 16 15.5
 BX3026
 BX3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3026!SPC LA N     -   0.99998956  x   0.99993141  =   0.99992097
 BX3026!UTM  15      -   0.99998956  x   0.99962971  =   0.99961927
 BX3026
 BX3026|---------------------------------------------------------------------|
 BX3026| PID    Reference Object                     Distance      Geod. Az  |
 BX3026|                                                           dddmmss.s |
 BX3026| BX3141 NANA RM 2                            16.366 METERS 01150     |
 BX3026| BX3142 NANA RM 1                            18.103 METERS 11507     |
 BX3026| BX2852 MANY MUN TANK                       APPROX. 4.1 KM 1191515.8 |
 BX3026| CV8904 NANA AZ MK                                         2964226.2 |
 BX3026| BX3027 NANA LDH 1971 A PT                    6.597 METERS 34320     |
 BX3026|---------------------------------------------------------------------|
 BX3026
 BX3026                          SUPERSEDED SURVEY CONTROL
 BX3026
 BX3026  NAD 83(1986)-  31 35 09.27330(N)    093 31 02.33385(W) AD(       ) 2
 BX3026  NAD 27      -  31 35 08.64534(N)    093 31 01.69687(W) AD(       ) 2
 BX3026  NGVD 29 (07/19/86)   93.0    (m)          305.     (f) VERT ANG       
 BX3026
 BX3026.Superseded values are not recommended for survey control.
 BX3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3026.See file dsdata.txt to determine how the superseded data were derived.
 BX3026
 BX3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5091894654(NAD 83)
 BX3026_MARKER: DS = TRIANGULATION STATION DISK
 BX3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3026_SP_SET: CONCRETE POST
 BX3026_STAMPING: NANA 1971
 BX3026_MARK LOGO: LADH  
 BX3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3026+STABILITY: SURFACE MOTION
 BX3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3026+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BX3026
 BX3026  HISTORY     - Date     Condition        Report By
 BX3026  HISTORY     - 1971     MONUMENTED       LADH
 BX3026  HISTORY     - 1971     GOOD             LADH
 BX3026  HISTORY     - 19890524 GOOD             LADTD
 BX3026  HISTORY     - 20010331 GOOD             NGS
 BX3026
 BX3026                          STATION DESCRIPTION
 BX3026
 BX3026'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RTN)
 BX3026'THE STATION IS LOCATED 2 MILES NORTHWEST OF MANY, 8 MILES SOUTHEAST
 BX3026'OF ZWOLLE AND 9 MILES SOUTH OF BELMONT, IN THE SOUTHWEST 1/4 OF
 BX3026'SECTION 17, T7N, R11W, AND ON THE PROPERTY OWNED BY LOUISIANA
 BX3026'DEPARTMENT OF HIGHWAYS.
 BX3026'
 BX3026'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 (NORTH)
 BX3026'AND STATE HIGHWAY 6 (WEST) IN MANY, GO NORTH ON U. S. 171 FOR 2.2
 BX3026'MILES.  STATION IS SET ON THE RIGHT AND NORTHEAST OF THE HIGHWAY ON
 BX3026'A HIGH RIDGE NEAR A FENCE AND A POWER POLE.
 BX3026'
 BX3026'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHWEST ALONG
 BX3026'U. S. HIGHWAY 171 FOR 0.25 MILE.  THE MARK IS SET ON THE RIGHT AND
 BX3026'NORTHEAST OF THE HIGHWAY NEAR A FENCE AND CATTLE GUARD.
 BX3026'
 BX3026'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3026'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BX3026'CYLINDRICAL MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3026'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3026'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3026'STAMPED NANA 1971.  THE MARK IS 65 FEET NORTH-NORTHEAST OF THE
 BX3026'CENTER OF U. S. HIGHWAY 171, 43 FEET NORTHWEST OF A POWER POLE, 2
 BX3026'FEET SOUTH-SOUTHWEST OF A FENCE, AND 2 FEET WEST-NORTHWEST OF A
 BX3026'METAL WITNESS POST AND SIGN.
 BX3026'
 BX3026'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3026'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3026'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3026'STAMPED NANA R. M. 1 1971.  IT IS 71 FEET NORTH-NORHTEAST OF THE
 BX3026'CENTER OF U. S. HIGHWAY 171, 60 FEET SOUTH-SOUTHEAST OF A 12 INCH
 BX3026'PINE TREE, 21 FEET EAST OF A POWER POLE, 20 FEET SOUTH-SOUTHWEST
 BX3026'OF A 14 INCH PINE TREE, AND 4.5 FEET NORTH-NORTHEAST OF A FENCE.
 BX3026'
 BX3026'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3026'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3026'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3026'STAMPED NANA R. M. 2 1971.  IT IS 118 FEET NORTH OF THE CENTER OF
 BX3026'U. S. HIGHWAY 171, 83 FEET NORTH-NORTHWEST OF A POWER POLE, 31
 BX3026'FEET NORTHWEST OF A 12 INCH PINE TREE, AND 7 FEET SOUTHWEST OF A
 BX3026'26 INCH PINE TREE.
 BX3026'
 BX3026'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3026'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3026'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3026'STAMPED NANA AZ. MK. 1971.  IT IS 51 FEET NORTH-NORTHEAST OF THE
 BX3026'CENTER OF U. S. 171, 18 FEET WEST OF THE CENTER OF A CATTLE
 BX3026'GUARD, 3.5 FEET SOUTHEAST OF A FENCE, AND 2 FEET WEST OF A METAL
 BX3026'WITNESS POST AND SIGN.
 BX3026'
 BX3026'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BX3026
 BX3026                          STATION RECOVERY (1971)
 BX3026
 BX3026'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1971
 BX3026'RECOVERED IN GOOD CONDITION.
 BX3026
 BX3026                          STATION RECOVERY (1989)
 BX3026
 BX3026'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX3026'THE STATION IS LOCATED ABOUT 17.5 KM (10.9 MI) SOUTHEAST FROM ZWOLLE
 BX3026'AND ABOUT 3.54 KM (2.20 MI) NORTHWEST FROM MANY.
 BX3026'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3026'TO REACH THE STATION FROM THE JUCNTION OF U.S. HIGHWAY 171 AND STATE
 BX3026'HIGHWAY 6 IN MANY, GO NORTHWEST FOR 3.54 KM (2.20 MI) ON HIGHWAY 171
 BX3026'TO THE STATION ON THE RIGHT ON TOP OF A HILL JUST SOUTH OF A DIRT
 BX3026'ROAD,  43.6 M (143.0 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 BX3026'DIRT ROAD, 20.1 M (65.9 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 BX3026'HIGHWAY, 13.3 M (43.6 FT) WEST-NORTHWEST FROM POWER POLE NUMBER 27
 BX3026'AND 0.67 M (2.20 FT) WEST FROM A WITNESS POST.  THE STATION IS FLUSH
 BX3026'WITH THE GROUND AND ABOUT 6.1 M (20.0 FT) ABOVE THE HIGHWAY.
 BX3026
 BX3026                          STATION RECOVERY (2001)
 BX3026
 BX3026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3026'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3142 ***********************************************************************
 BX3142  DESIGNATION -  NANA RM 1
 BX3142  PID         -  BX3142
 BX3142  STATE/COUNTY-  LA/SABINE
 BX3142  USGS QUAD   -  LORING (1994)
 BX3142
 BX3142                         *CURRENT SURVEY CONTROL
 BX3142  ___________________________________________________________________
 BX3142* NAD 83(1986)-  31 35 09.     (N)    093 31 02.     (W)     SCALED    
 BX3142* NAVD 88     -        92.321  (meters)     302.89   (feet)  ADJUSTED  
 BX3142  ___________________________________________________________________
 BX3142  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX3142  DYNAMIC HT  -          92.209 (meters)     302.52  (feet)  COMP
 BX3142  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 BX3142
 BX3142  VERT ORDER  -  SECOND    CLASS I
 BX3142
 BX3142.The horizontal coordinates were scaled from a topographic map and have
 BX3142.an estimated accuracy of +/- 6 seconds.
 BX3142
 BX3142.The orthometric height was determined by differential leveling
 BX3142.and adjusted by the National Geodetic Survey in February 1994..
 BX3142
 BX3142.The geoid height was determined by GEOID03.
 BX3142
 BX3142.The dynamic height is computed by dividing the NAVD 88
 BX3142.geopotential number by the normal gravity value computed on the
 BX3142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3142.degrees latitude (g = 980.6199 gals.).
 BX3142
 BX3142.The modeled gravity was interpolated from observed gravity values.
 BX3142
 BX3142;                    North         East    Units  Estimated Accuracy
 BX3142;SPC LA N     -   120,850.      903,460.      MT  (+/- 180 meters Scaled)
 BX3142
 BX3142                          SUPERSEDED SURVEY CONTROL
 BX3142
 BX3142.No superseded survey control is available for this station.
 BX3142
 BX3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ509946(NAD 83)
 BX3142_MARKER: DR = REFERENCE MARK DISK
 BX3142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3142_SP_SET: CONCRETE POST
 BX3142_STAMPING: NANA RM 1 1971
 BX3142_MARK LOGO: LADH  
 BX3142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3142+STABILITY: SURFACE MOTION
 BX3142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3142+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BX3142
 BX3142  HISTORY     - Date     Condition        Report By
 BX3142  HISTORY     - 1971     MONUMENTED       LADH
 BX3142  HISTORY     - 19890524 GOOD             LADTD
 BX3142  HISTORY     - 20010331 GOOD             NGS
 BX3142
 BX3142                          STATION DESCRIPTION
 BX3142
 BX3142'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3142'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTHEAST FROM ZWOLLE
 BX3142'AND ABOUT 3.54 KM (2.20 MI) NORTHWEST FOR MANY.  OWNERSHIP--LOUISIANA
 BX3142'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3142'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3142'HIGHWAY 6 IN MANY, GO NORTHWEST FOR 3.54 KM (2.20 MI) ON HIGHWAY 171
 BX3142'TO THE STATION ON THE RIGHT ON TOP OF A HILL JUST SOUTH OF A DIRT
 BX3142'ROAD,  27.1 M (88.9 FT) SOUTHEAST FROM NANA RM 2 1971, 20.6 M
 BX3142'(67.6 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 18.1 M (59.4 FT)
 BX3142'EAST-SOUTHEAST FROM NANA 1971 AND 6.1 M (20.0 FT) EAST FROM POWER POLE
 BX3142'NUMBER 27.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT 6.1 M
 BX3142'(20.0 FT) ABOVE THE HIGHWAY.
 BX3142
 BX3142                          STATION RECOVERY (2001)
 BX3142
 BX3142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3142'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3141 ***********************************************************************
 BX3141  DESIGNATION -  NANA RM 2
 BX3141  PID         -  BX3141
 BX3141  STATE/COUNTY-  LA/SABINE
 BX3141  USGS QUAD   -  LORING (1994)
 BX3141
 BX3141                         *CURRENT SURVEY CONTROL
 BX3141  ___________________________________________________________________
 BX3141* NAD 83(1986)-  31 35 09.     (N)    093 31 02.     (W)     SCALED    
 BX3141* NAVD 88     -        92.983  (meters)     305.06   (feet)  ADJUSTED  
 BX3141  ___________________________________________________________________
 BX3141  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX3141  DYNAMIC HT  -          92.871 (meters)     304.69  (feet)  COMP
 BX3141  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 BX3141
 BX3141  VERT ORDER  -  SECOND    CLASS I
 BX3141
 BX3141.The horizontal coordinates were scaled from a topographic map and have
 BX3141.an estimated accuracy of +/- 6 seconds.
 BX3141
 BX3141.The orthometric height was determined by differential leveling
 BX3141.and adjusted by the National Geodetic Survey in February 1994..
 BX3141
 BX3141.The geoid height was determined by GEOID03.
 BX3141
 BX3141.The dynamic height is computed by dividing the NAVD 88
 BX3141.geopotential number by the normal gravity value computed on the
 BX3141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX3141.degrees latitude (g = 980.6199 gals.).
 BX3141
 BX3141.The modeled gravity was interpolated from observed gravity values.
 BX3141
 BX3141;                    North         East    Units  Estimated Accuracy
 BX3141;SPC LA N     -   120,850.      903,460.      MT  (+/- 180 meters Scaled)
 BX3141
 BX3141                          SUPERSEDED SURVEY CONTROL
 BX3141
 BX3141.No superseded survey control is available for this station.
 BX3141
 BX3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ509946(NAD 83)
 BX3141_MARKER: DR = REFERENCE MARK DISK
 BX3141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3141_SP_SET: CONCRETE POST
 BX3141_STAMPING: NANA RM 2 1971
 BX3141_MARK LOGO: LADH  
 BX3141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3141+STABILITY: SURFACE MOTION
 BX3141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3141+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BX3141
 BX3141  HISTORY     - Date     Condition        Report By
 BX3141  HISTORY     - 1971     MONUMENTED       LADH
 BX3141  HISTORY     - 19890524 GOOD             LADTD
 BX3141  HISTORY     - 20010331 GOOD             NGS
 BX3141
 BX3141                          STATION DESCRIPTION
 BX3141
 BX3141'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3141'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTHEAST FROM ZWOLLE
 BX3141'AND ABOUT 3.54 KM (2.20 MI) NORTHWEST FROM MANY.
 BX3141'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3141'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX3141'HIGHWAY 6 IN MANY, GO NORTHWEST FOR 3.54 KM (2.20 MI) ON HIGHWAY 171
 BX3141'TO THE STATION ON THE RIGHT ON TOP OF A HILL JUST SOUTH OF A DIRT
 BX3141'ROAD AND SET IN THE EDGE OF THE TIMBERLINE.
 BX3141'THE STATION IS 36.0 M (118.1 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BX3141'27.1 M (88.9 FT) NORTHWEST FROM NANA RM 1 1971, 25.4 M (83.3 FT)
 BX3141'NORTH-NORTHWEST FROM POWER POLE NUMBER 27, 16.3 M (53.5 FT) NORTH FROM
 BX3141'STATION NANA 1971 AND 13.7 M (44.9 FT) EAST FROM A 30-INCH OAK TREE.
 BX3141'THE STATION IS FLUSH WITH THE GROUND AND ABOUT 6.1 M (20.0 FT) ABOVE
 BX3141'THE LEVEL OF HIGHWAY.
 BX3141
 BX3141                          STATION RECOVERY (2001)
 BX3141
 BX3141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3141'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2457 ***********************************************************************
 CP2457  DESIGNATION -  NANCY
 CP2457  PID         -  CP2457
 CP2457  STATE/COUNTY-  LA/RICHLAND
 CP2457  USGS QUAD   -  DUNN (1987)
 CP2457
 CP2457                         *CURRENT SURVEY CONTROL
 CP2457  ___________________________________________________________________
 CP2457* NAD 83(1992)-  32 26 43.34006(N)    091 30 44.36930(W)     ADJUSTED  
 CP2457* NAVD 88     -        29.50   (+/-2cm)      96.8    (feet)  VERTCON   
 CP2457  ___________________________________________________________________
 CP2457  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CP2457  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2457
 CP2457  HORZ ORDER  -  SECOND
 CP2457  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2457
 CP2457.The horizontal coordinates were established by classical geodetic methods
 CP2457.and adjusted by the National Geodetic Survey in May 1994..
 CP2457
 CP2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2457.The vertical order pertains to the NGVD 29 superseded value.
 CP2457
 CP2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2457
 CP2457.The geoid height was determined by GEOID03.
 CP2457
 CP2457;                    North         East     Units Scale Factor Converg.
 CP2457;SPC LA N     -   216,119.883 1,092,869.305   MT  0.99995702   +0 31 19.9
 CP2457;SPC LA N     -   709,053.32  3,585,522.04   sFT  0.99995702   +0 31 19.9
 CP2457;UTM  15      - 3,590,777.720   639,842.110   MT  0.99984115   +0 47 53.7
 CP2457
 CP2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2457!SPC LA N     -   0.99999949  x   0.99995702  =   0.99995651
 CP2457!UTM  15      -   0.99999949  x   0.99984115  =   0.99984064
 CP2457
 CP2457:                Primary Azimuth Mark                     Grid Az
 CP2457:SPC LA N     -  DELHI UNION COMP CO TANK                 035 40 41.2
 CP2457:UTM  15      -  DELHI UNION COMP CO TANK                 035 24 07.4
 CP2457
 CP2457|---------------------------------------------------------------------|
 CP2457| PID    Reference Object                     Distance      Geod. Az  |
 CP2457|                                                           dddmmss.s |
 CP2457| CP2970 DELHI UNION COMP CO TANK            APPROX. 1.9 KM 0361201.1 |
 CP2457| CP2964 DELHI AT T MICROWAVE KGP 65         APPROX. 5.5 KM 0854120.9 |
 CP2457| CP2456 NANCY RM 1                           18.178 METERS 09132     |
 CP2457| CP2455 NANCY AZ MK                         APPROX. 1.7 KM 0975712.3 |
 CP2457| CP2458 NANCY RM 2                           11.523 METERS 27141     |
 CP2457| CP2973 DELHI LA PWR AND LT RAD KLY 85      APPROX. 1.7 KM 3523143.0 |
 CP2457|---------------------------------------------------------------------|
 CP2457
 CP2457                          SUPERSEDED SURVEY CONTROL
 CP2457
 CP2457  NAD 83(1992)-  32 26 43.34308(N)    091 30 44.36827(W) AD(       ) 2
 CP2457  NAD 83(1986)-  32 26 43.35229(N)    091 30 44.36280(W) AD(       ) 2
 CP2457  NAD 27      -  32 26 42.83937(N)    091 30 43.93670(W) AD(       ) 2
 CP2457  NGVD 29 (06/11/92)   29.524  (m)           96.86   (f) ADJUSTED    2 1
 CP2457
 CP2457.Superseded values are not recommended for survey control.
 CP2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2457.See file dsdata.txt to determine how the superseded data were derived.
 CP2457
 CP2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3984290778(NAD 83)
 CP2457_MARKER: DS = TRIANGULATION STATION DISK
 CP2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2457_SP_SET: CONCRETE POST
 CP2457_STAMPING: NANCY 1970
 CP2457_MARK LOGO: LADH  
 CP2457_PROJECTION: FLUSH
 CP2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2457+STABILITY: SURFACE MOTION
 CP2457
 CP2457  HISTORY     - Date     Condition        Report By
 CP2457  HISTORY     - 1970     MONUMENTED       LADTD
 CP2457  HISTORY     - 1973     GOOD             NGS
 CP2457  HISTORY     - 1981     GOOD             LADTD
 CP2457  HISTORY     - 1982     GOOD             LADTD
 CP2457  HISTORY     - 1983     GOOD             LADTD
 CP2457
 CP2457                          STATION DESCRIPTION
 CP2457
 CP2457'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2457'THE STATION IS LOCATED 14 MILES EAST OF RAYVILLE, 1.5 MILES
 CP2457'SOUTHWEST OF DELHI AND 6 MILES WEST OF WAVERLY, IN THE
 CP2457'NORTHEAST QUARTER OF SECTION 23, T17N, R9E, AND ON THE
 CP2457'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS,
 CP2457'BATON ROUGE.
 CP2457'
 CP2457'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE
 CP2457'INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 17 IN
 CP2457'DELHI, DRIVE SOUTH ON STATE HIGHWAY 17 FOR 1 MILE TO THE
 CP2457'INTERCHANGE ON INTERSTATE 20, TAKE INTERSTATE 20 WEST FOR
 CP2457'1.1 MILES TO THE STATION WHICH IS SET ON THE RIGHT AND NORTH
 CP2457'OF THE HIGHWAY NEAR THE RIGHT-OF-WAY FENCE AND A
 CP2457'PIPELINE CROSSING.
 CP2457'
 CP2457'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING AT THE
 CP2457'INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 17 IN DELHI,
 CP2457'DRIVE SOUTH ON STATE HIGHWAY 17 FOR 1 MILE TO THE INTERSTATE
 CP2457'20 INTERCHANGE.  THE MARK IS CEMENTED IN A DRILL HOLE IN
 CP2457'THE NORTHWEST CORNER OF THE WEST BOUND OVERPASS IN
 CP2457'THE INTERCHANGE.
 CP2457'
 CP2457'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2457'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP2457'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2457'WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE
 CP2457'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW
 CP2457'THE GROUND SURFACE.  THEY ARE STAMPED NANCY 1970.  IT IS
 CP2457'APPROXIMATELY 110 FEET WEST-SOUTHWEST OF A 10 INCH OAK TREE,
 CP2457'101 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON
 CP2457'INTERSTATE 20, 60 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 CP2457'MARKER, 21 FEET EAST OF THE CENTER OF A DEAD END ROAD, 3 FEET
 CP2457'SOUTH OF A FENCE, AND 2.5 FEET NORTH OF A METAL WITNESS
 CP2457'POST AND SIGN.
 CP2457'
 CP2457'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2457'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP2457'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2457'WITH THE GROUND.  IT IS STAMPED NANCY R.M. 1 1970.  IT IS 101
 CP2457'FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE
 CP2457'20, 80 FEET EAST OF THE CENTER OF A DEAD END ROAD, 4 FEET
 CP2457'SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, AND 3 FEET SOUTH OF
 CP2457'A FENCE.
 CP2457'
 CP2457'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2457'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CP2457'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2457'WITH THE GROUND.  IT IS STAMPED NANCY R.M. 2 1970.  IT IS 101
 CP2457'FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE
 CP2457'20, 97 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 17 FEET
 CP2457'WEST OF THE CENTER OF A DEAD END ROAD, AND 3 FEET SOUTH OF
 CP2457'THE RIGHT-OF-WAY FENCE.
 CP2457'
 CP2457'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2457'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK CEMENTED IN
 CP2457'A DRILL HOLE IN THE CONCRETE APPROACH APRON ON THE INTERSTATE
 CP2457'20 OVERPASS.  IT IS STAMPED NANCY AZ MK 1970.  IT IS 22 FEET
 CP2457'NORTH OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE 20,
 CP2457'21 FEET NORTH OF THE ABUTMENT ON THE WEST BOUND OVERPASS
 CP2457'(WESTEND) 4 FEET SOUTH-SOUTHWEST OF THE NORTHWEST END OF
 CP2457'THE OVERPASS, 3.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 CP2457'POST AND SIGN, AND 2 FEET EAST OF THE EXPANSION JOINT TO
 CP2457'APRON OF OVERPASS.
 CP2457'
 CP2457'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2457
 CP2457                          STATION RECOVERY (1973)
 CP2457
 CP2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 CP2457'THE STATION IS LOCATED 1 MILE SOUTHWEST OF DELHI, 4 MILES
 CP2457'SOUTHEAST OF DUNN, IN THE NORTHEAST 1/4 OF SECTION 23, T17N-R9E,
 CP2457'AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2457'
 CP2457'TO REACH THE STATION FROM INTERSTATE 20 AND STATE HIGHWAY 17
 CP2457'IN SOUTH DELHI, GO WEST ALONG INTERSTATE 20 FOR 1 MILE.  THE
 CP2457'STATION IS SET ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR A
 CP2457'RIGHT-OF-WAY FENCE AND A ROAD BARRICADE ON AN OLD
 CP2457'NORTH-SOUTH ROAD.
 CP2457'
 CP2457'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 CP2457'80 AND STATE HIGHWAY 17 IN DELHI, GO SOUTH ALONG STATE
 CP2457'HIGHWAY 17 FOR 1 MILE TO THE INTERCHANGE ON INTERSTATE 20.  THE
 CP2457'MARK IS SET NEAR THE NORTHWEST CORNER ON THE OVERPASS ON THE
 CP2457'WEST BOUND LANE ON INTERSTATE 20.
 CP2457'
 CP2457'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2457'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE
 CP2457'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2457'WITH THE GROUND.  IT IS STAMPED NANCY 1970.  IT IS 102 FEET
 CP2457'NORTH OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE 20,
 CP2457'60 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 21
 CP2457'FEET EAST OF A METAL GUARD RAIL ON A BARRICADE, 4 FEET
 CP2457'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND 3.5
 CP2457'FEET SOUTH OF A RIGHT-OF-WAY FENCE.
 CP2457'
 CP2457'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2457'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE
 CP2457'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2457'WITH THE GROUND.  IT IS STAMPED NANCY RM NO. 1 1970.  IT IS
 CP2457'102 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON
 CP2457'INTERSTATE 20, 65 FEET SOUTHWEST OF AN OAK TREE, 4.5 FEET
 CP2457'SOUTH OF A CONCRET HIGHWAY RIGHT-OF-WAY MARKER, AND 4
 CP2457'FEET SOUTH OF A RIGHT-OF-WAY FENCE.
 CP2457'
 CP2457'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2457'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE
 CP2457'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2457'WITH THE GROUND.  IT IS STAMPED NANCY RM NO. 2 1970.  IT IS
 CP2457'102 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON
 CP2457'INTERSTATE 20, 98 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER,
 CP2457'18 FEET WEST OF A METAL GUARD RAIL, AND 4 FEET SOUTH OF A
 CP2457'RIGHT-OF-WAY FENCE.
 CP2457'
 CP2457'THE DISTANCE BETWEEN R. M. 1 AND R. M. 2 IS 97.41 FEET.
 CP2457'
 CP2457'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2457'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE
 CP2457'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2457'WITH THE GROUND.  IT IS STAMPED NANCY AZ MK 1970.  IT IS 21
 CP2457'FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE
 CP2457'20, 4 FEET WEST OF A METAL WITNESS POST AND SIGN, AND 3.5
 CP2457'FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE OVERPASS
 CP2457'ON THE WEST BOUND LANE OF INTERSTATE 20.
 CP2457
 CP2457                          STATION RECOVERY (1981)
 CP2457
 CP2457'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2457'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 CP2457'MARK WERE RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 CP2457'ADEQUATE TO RECOVER STATION.
 CP2457
 CP2457                          STATION RECOVERY (1982)
 CP2457
 CP2457'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2457'1.1 KM (0.7 MI) SW FROM DELHI.
 CP2457'ABOUT 1.8 KM (1.1 MILES) WEST ALONG INTERSTATE 20 FROM THE JUNCTION OF
 CP2457'INTERSTATE 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, TO THE STATION ON
 CP2457'THE RIGHT AND NORTH OF THE HIGHWAY NEAR THE RIGHT-OF-WAY FENCE AND A
 CP2457'PIPELINE CROSSING, 33.5 METERS (110 FT) WEST-SOUTHWEST OF A 10 INCH
 CP2457'OAK TREE, 30.8 METERS (101 FT) NORTH OF THE CENTER OF THE WEST BOUND
 CP2457'LANE OF INTERSTATE 20, 18.3 METERS (60 FT) WEST OF A CONCRETE
 CP2457'RIGHT-OF-WAY MARKER, 6.4 METERS (21 FT) EAST OF THE CENTER OF A DEAD
 CP2457'END ROAD, 0.9 METERS (3 FT) SOUTH OF A FENCE.
 CP2457'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 CP2457'THE MARK IS 0.76 M BELOW INTERSTATE 20.
 CP2457
 CP2457                          STATION RECOVERY (1983)
 CP2457
 CP2457'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2457'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK
 CP2457'WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1970.  THE DISTANCES AND
 CP2457'DIRECTIONS TO THE MARKS COMPARED FAVORABLY WITH THE PREVIOUS DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2455 ***********************************************************************
 CP2455  DESIGNATION -  NANCY AZ MK
 CP2455  PID         -  CP2455
 CP2455  STATE/COUNTY-  LA/RICHLAND
 CP2455  USGS QUAD   -  DELHI (1986)
 CP2455
 CP2455                         *CURRENT SURVEY CONTROL
 CP2455  ___________________________________________________________________
 CP2455* NAD 83(1992)-  32 26 35.60429(N)    091 29 39.11268(W)     ADJUSTED  
 CP2455* NAVD 88     -        35.41   (+/-2cm)     116.2    (feet)  VERTCON   
 CP2455  ___________________________________________________________________
 CP2455  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CP2455  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP2455
 CP2455  HORZ ORDER  -  SECOND
 CP2455  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2455
 CP2455.The horizontal coordinates were established by classical geodetic methods
 CP2455.and adjusted by the National Geodetic Survey in May 1994..
 CP2455
 CP2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2455.The vertical order pertains to the NGVD 29 superseded value.
 CP2455
 CP2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2455
 CP2455.The geoid height was determined by GEOID03.
 CP2455
 CP2455;                    North         East     Units Scale Factor Converg.
 CP2455;SPC LA N     -   215,897.287 1,094,575.902   MT  0.99995668   +0 31 54.4
 CP2455;SPC LA N     -   708,323.02  3,591,121.11   sFT  0.99995668   +0 31 54.4
 CP2455;UTM  15      - 3,590,563.375   641,549.567   MT  0.99984708   +0 48 28.6
 CP2455
 CP2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2455!SPC LA N     -   0.99999856  x   0.99995668  =   0.99995524
 CP2455!UTM  15      -   0.99999856  x   0.99984708  =   0.99984564
 CP2455
 CP2455                          SUPERSEDED SURVEY CONTROL
 CP2455
 CP2455  NAD 83(1992)-  32 26 35.60761(N)    091 29 39.11153(W) AD(       ) 2
 CP2455  NAD 83(1986)-  32 26 35.61661(N)    091 29 39.10518(W) AD(       ) 2
 CP2455  NAD 27      -  32 26 35.10350(N)    091 29 38.68106(W) AD(       ) 2
 CP2455  NGVD 29 (06/11/92)   35.434  (m)          116.25   (f) ADJUSTED    2 1
 CP2455
 CP2455.Superseded values are not recommended for survey control.
 CP2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2455.See file dsdata.txt to determine how the superseded data were derived.
 CP2455
 CP2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4155090563(NAD 83)
 CP2455_MARKER: DZ = AZIMUTH MARK DISK
 CP2455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP2455_SP_SET: OVERPASS ABUTMENT
 CP2455_STAMPING: NANCY AZ MK 1970
 CP2455_MARK LOGO: LADH  
 CP2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2455
 CP2455  HISTORY     - Date     Condition        Report By
 CP2455  HISTORY     - 1973     MONUMENTED       LADTD
 CP2455  HISTORY     - 1982     GOOD             LADTD
 CP2455  HISTORY     - 1983     GOOD             LADTD
 CP2455
 CP2455                          STATION DESCRIPTION
 CP2455
 CP2455'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2455'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2455'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP OF A
 CP2455'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2455'GROUND.  IT IS STAMPED NANCH AZ MK 1970.  IT IS 21 FEET NORTH
 CP2455'OF THE CENTER OF THE WEST BOUND LANE ON INTERSTATE 20, 4 FEET
 CP2455'WEST OF A METAL WITNESS POST AND SIGN, AND 3.5 FEET
 CP2455'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE OVERPASS ON THE
 CP2455'WEST BOUND LANE OF INTERSTATE 20.
 CP2455
 CP2455                          STATION RECOVERY (1982)
 CP2455
 CP2455'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2455'IN DELHI.
 CP2455'ABOUT 1.6 KM (1 MILE) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION
 CP2455'OF US HIGHWAY 80 AND HIGHWAY 17 IN DELHI TO THE INTERSTATE 20
 CP2455'INTERCHANGE, IN THE NORTHWEST CORNER OF THE WEST BOUND OVERPASS IN THE
 CP2455'INTERCHANGE, 6.7 METERS (22 FT) NORTH OF THE CENTER OF THE WEST BOUND
 CP2455'LANE OF INTERSTATE 20, 6.4 METERS (21 FT) NORTH OF THE WEST ABUTMENT
 CP2455'ON THE WEST BOUND OVERPASS, 1.2 METERS (4 FT) SOUTH-SOUTHWEST OF THE
 CP2455'NORTHWEST END OF THE OVERPASS, 0.6 METER (2 FT) EAST OF THE EXPANSION
 CP2455'JOINT TO APRON OF OVERPASS.
 CP2455'THE MARK IS 1.07 METERS  SSW FROM A WITNESS POST.
 CP2455'THE MARK IS ABOVE LEVEL WITH BRIDGE OVERPASS.
 CP2455
 CP2455                          STATION RECOVERY (1983)
 CP2455
 CP2455'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2455'THE STATION IS LOCATED ABOUT 24.1 KM (15 MILES) EAST OF RAYVILLE,
 CP2455'27.4 KM (17 MILES) WEST OF TALLULAH, AND IN THE SOUTH EDGE OF DELHI
 CP2455'IN THE NORTHEAST QUARTER OF SECTION 25, T17N, R9E, OWNERSHIP--
 CP2455'LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP2455'
 CP2455'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE INTERSECTION
 CP2455'OF U. S. HIGHWAY 80 AND STATE HIGHWAY 17 IN DELHI, GO SOUTH ON
 CP2455'HIGHWAY 17 FOR 1.6 KM (1 MILE) TO THE INTERSTATE 20 INTERCHANGE.  THE
 CP2455'MARK IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE WEST
 CP2455'BOUND OVERPASS IN THE INTERCHANGE.
 CP2455'
 CP2455'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 CP2455'LADTD) DISK STAMPED---NANCY AZ MK 1970--- CEMENTED IN A DRILL HOLE
 CP2455'IN THE NORTHWEST CORNER OF THE WEST BOUND OVERPASS OF INTERSTATE 20
 CP2455'IN SOUTH DELHI. LOCATED 6.7 METERS (22 FEET) N FROM THE CENTER OF THE
 CP2455'WEST BOUND LANE OF INTERSTATE 20, 6.4 METERS (21 FEET) N FROM THE
 CP2455'WESTEND ABUTMENT, 1.2 METERS (4 FEET) SSW FROM THE NORTHWEST END OF
 CP2455'THE OVERPASS, 1.1 METERS (3.5 FEET) SSW FROM A METAL WITNESS POST
 CP2455'WITH SIGN ATTACHED, AND 0.6 METER (2 FEET) E FROM THE EXPANSION JOINT
 CP2455'TO APRON OF OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2456 ***********************************************************************
 CP2456  DESIGNATION -  NANCY RM 1
 CP2456  PID         -  CP2456
 CP2456  STATE/COUNTY-  LA/RICHLAND
 CP2456  USGS QUAD   -  DUNN (1987)
 CP2456
 CP2456                         *CURRENT SURVEY CONTROL
 CP2456  ___________________________________________________________________
 CP2456* NAD 83(1992)-  32 26 43.     (N)    091 30 43.     (W)     SCALED    
 CP2456* NAVD 88     -        29.36   (+/-2cm)      96.3    (feet)  VERTCON   
 CP2456  ___________________________________________________________________
 CP2456  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2456
 CP2456  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2456
 CP2456.The horizontal coordinates were scaled from a topographic map and have
 CP2456.an estimated accuracy of +/- 6 seconds.
 CP2456
 CP2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2456.The vertical order pertains to the NGVD 29 superseded value.
 CP2456
 CP2456.The geoid height was determined by GEOID03.
 CP2456
 CP2456;                    North         East    Units  Estimated Accuracy
 CP2456;SPC LA N     -   216,110.    1,092,910.      MT  (+/- 180 meters Scaled)
 CP2456
 CP2456                          SUPERSEDED SURVEY CONTROL
 CP2456
 CP2456  NGVD 29 (06/11/92)   29.378  (m)           96.38   (f) ADJUSTED    2 1
 CP2456
 CP2456.Superseded values are not recommended for survey control.
 CP2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2456.See file dsdata.txt to determine how the superseded data were derived.
 CP2456
 CP2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR398907(NAD 83)
 CP2456_MARKER: DR = REFERENCE MARK DISK
 CP2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2456_SP_SET: CONCRETE POST
 CP2456_STAMPING: NANCY RM 1 1970
 CP2456_MARK LOGO: LADH  
 CP2456_PROJECTION: FLUSH
 CP2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2456+STABILITY: SURFACE MOTION
 CP2456
 CP2456  HISTORY     - Date     Condition        Report By
 CP2456  HISTORY     - 1970     MONUMENTED       LADH
 CP2456  HISTORY     - 1982     GOOD             LADTD
 CP2456
 CP2456                          STATION DESCRIPTION
 CP2456
 CP2456'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2456'1.1 KM (0.7 MI) SW FROM DELHI.
 CP2456'ABOUT 1.8 KM (1.1 MILES) WEST ALONG INTERSTATE 20 FROM THE JUNCTION OF
 CP2456'INTERSTATE 20 AND STATE HIGHWAY 17 SOUTH OF DELHI,TO THE STATION ON
 CP2456'THE RIGHT AND NORTH OF THE HIGHWAY NEAR THE RIGHT-OF-WAY FENCE AND A
 CP2456'PIPELINE CROSSING, 30.8 METERS (101 FT) NORTH OF THE CENTER OF THE
 CP2456'WEST BOUND LANE OF INTERSTATE 20, 24.4 METERS (80 FT) EAST OF THE
 CP2456'CENTER OF A DEAD END ROAD, 1.2 METERS (4 FT) SOUTH OF A CONCRETE
 CP2456'RIGHT-OF-WAY MARKER AND 0.9 METER (3 FT) SOUTH OF A FENCE.
 CP2456'THE MARK IS 0.91 METERS  S FROM  OF A FENCE
 CP2456'THE MARK IS 0.76 M BELOW INTERSTATE 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2458 ***********************************************************************
 CP2458  DESIGNATION -  NANCY RM 2
 CP2458  PID         -  CP2458
 CP2458  STATE/COUNTY-  LA/RICHLAND
 CP2458  USGS QUAD   -  DUNN (1987)
 CP2458
 CP2458                         *CURRENT SURVEY CONTROL
 CP2458  ___________________________________________________________________
 CP2458* NAD 83(1992)-  32 26 43.35100(N)    091 30 44.81026(W)     ADJUSTED  
 CP2458* NAVD 88     -        29.34   (+/-2cm)      96.3    (feet)  VERTCON   
 CP2458  ___________________________________________________________________
 CP2458  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CP2458  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CP2458
 CP2458  HORZ ORDER  -  SECOND
 CP2458  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2458
 CP2458.The horizontal coordinates were established by classical geodetic methods
 CP2458.and adjusted by the National Geodetic Survey in May 1994..
 CP2458
 CP2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2458.The vertical order pertains to the NGVD 29 superseded value.
 CP2458
 CP2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2458
 CP2458.The geoid height was determined by GEOID03.
 CP2458
 CP2458;                    North         East     Units Scale Factor Converg.
 CP2458;SPC LA N     -   216,120.115 1,092,857.785   MT  0.99995702   +0 31 19.6
 CP2458;SPC LA N     -   709,054.08  3,585,484.25   sFT  0.99995702   +0 31 19.6
 CP2458;UTM  15      - 3,590,777.896   639,830.590   MT  0.99984111   +0 47 53.5
 CP2458
 CP2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2458!SPC LA N     -   0.99999951  x   0.99995702  =   0.99995653
 CP2458!UTM  15      -   0.99999951  x   0.99984111  =   0.99984062
 CP2458
 CP2458                          SUPERSEDED SURVEY CONTROL
 CP2458
 CP2458  NAD 83(1992)-  32 26 43.35402(N)    091 30 44.80924(W) AD(       ) 2
 CP2458  NAD 83(1986)-  32 26 43.36323(N)    091 30 44.80390(W) AD(       ) 2
 CP2458  NGVD 29 (06/11/92)   29.363  (m)           96.34   (f) ADJUSTED    2 1
 CP2458
 CP2458.Superseded values are not recommended for survey control.
 CP2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2458.See file dsdata.txt to determine how the superseded data were derived.
 CP2458
 CP2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3983190778(NAD 83)
 CP2458_MARKER: DR = REFERENCE MARK DISK
 CP2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2458_SP_SET: CONCRETE POST
 CP2458_STAMPING: NANCY RM 2 1970
 CP2458_MARK LOGO: LADH  
 CP2458_PROJECTION: FLUSH
 CP2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2458+STABILITY: SURFACE MOTION
 CP2458
 CP2458  HISTORY     - Date     Condition        Report By
 CP2458  HISTORY     - 1970     MONUMENTED       LADH
 CP2458  HISTORY     - 1982     GOOD             LADTD
 CP2458
 CP2458                          STATION DESCRIPTION
 CP2458
 CP2458'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2458'1.1 KM (0.7MI) SW FROM DELHI.
 CP2458'ABOUT 1.8 KM (1.1 MILES) WEST ALONG INTERSTATE 20 FROM THE JUNCTION OF
 CP2458'INTERSTATE 20 AND STATE HIGHWAY 17 SOUTH OF DELHI, TO THE STATION ON
 CP2458'THE RIGHT AND NORTH OF THE HIGHWAY NEAR THE RIGHT-OF-WAY FENCE AND A
 CP2458'PIPELINE CROSSING, 30.8 METERS (101 FT) NORTH OF THE CENTER OF THE
 CP2458'WEST BOUND LANE OF INTERSTATE 20, 29.6 METERS (97 FT) WEST OF A
 CP2458'CONCRETE RIGHT-OF-WAY MARKER, 5.2 METERS (17 FT) WEST OF THE CENTER OF
 CP2458'A DEAD END ROAD.
 CP2458'THE MARK IS 0.91 METERS  S FROM  OF A FENCE
 CP2458'THE MARK IS 0.76 M BELOW INTERSTATE 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3812 ***********************************************************************
 DH3812  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3812  DESIGNATION -  NAPA
 DH3812  PID         -  DH3812
 DH3812  STATE/COUNTY-  LA/LAFOURCHE
 DH3812  USGS QUAD   -  LABADIEVILLE (1980)
 DH3812
 DH3812                         *CURRENT SURVEY CONTROL
 DH3812  ___________________________________________________________________
 DH3812* NAD 83(1992)-  29 50 52.05443(N)    090 57 43.98906(W)     ADJUSTED  
 DH3812* NAVD 88     -         4.54 **(meters)      14.9  **(feet)  GPS OBS(2004.65)
 DH3812  **This station is located in a subsidence area (see below).
 DH3812  ___________________________________________________________________
 DH3812  EPOCH DATE  -        2004.65
 DH3812  X           -     -92,977.618 (meters)                     COMP
 DH3812  Y           -  -5,535,874.115 (meters)                     COMP
 DH3812  Z           -   3,155,740.046 (meters)                     COMP
 DH3812  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DH3812  ELLIP HEIGHT-         -21.36  (meters)          (06/22/05) GPS OBS
 DH3812  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DH3812
 DH3812  HORZ ORDER  -  B
 DH3812  ELLP ORDER  -  FOURTH    CLASS I
 DH3812
 DH3812.The horizontal coordinates were established by GPS observations
 DH3812.and adjusted by the National Geodetic Survey in June 2005..
 DH3812.The horizontal coordinates are valid at the epoch date displayed above.
 DH3812.The epoch date for horizontal control is a decimal equivalence
 DH3812.of Year/Month/Day.
 DH3812
 DH3812 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3812 ** and geoid heights are valid at the date of observation. These heights
 DH3812 ** must always be validated when used as control.
 DH3812 ** The orthometric height was determined by GPS observations using
 DH3812 ** precise GPS observation and processing techniques and a new
 DH3812 ** realization of GEOID03. It supersedes the leveled height previously
 DH3812 ** determined for this station.
 DH3812 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3812 ** epoch indicated which incorporates improved geoid heights for the
 DH3812 ** Southern Louisiana Subsidence area.
 DH3812 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3812.The orthometric height was determined by GPS observations and a
 DH3812.high-resolution geoid model using precise GPS observation and
 DH3812.processing techniques.
 DH3812
 DH3812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3812
 DH3812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3812
 DH3812.The ellipsoidal height was determined by GPS observations
 DH3812.and is referenced to NAD 83.
 DH3812
 DH3812.The geoid height was determined by GEOID03.
 DH3812
 DH3812;                    North         East     Units Scale Factor Converg.
 DH3812;SPC LA S     -   149,453.380 1,035,859.342   MT  0.99992929   +0 11 08.0
 DH3812;SPC LA S     -   490,331.63  3,398,481.86   sFT  0.99992929   +0 11 08.0
 DH3812;UTM  15      - 3,303,662.549   696,859.571   MT  1.00007817   +1 00 52.3
 DH3812
 DH3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3812!SPC LA S     -   1.00000335  x   0.99992929  =   0.99993264
 DH3812!UTM  15      -   1.00000335  x   1.00007817  =   1.00008152
 DH3812
 DH3812                          SUPERSEDED SURVEY CONTROL
 DH3812
 DH3812.No superseded survey control is available for this station.
 DH3812
 DH3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9686003663(NAD 83)
 DH3812_MARKER: DH = HORIZONTAL CONTROL DISK
 DH3812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH3812_SP_SET: RETAINING WALL
 DH3812_STAMPING: NAPA 2002
 DH3812_MARK LOGO: NGS   
 DH3812_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3812+STABILITY: SURFACE MOTION
 DH3812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3812+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3812
 DH3812  HISTORY     - Date     Condition        Report By
 DH3812  HISTORY     - 20040503 MONUMENTED       NGS
 DH3812
 DH3812                          STATION DESCRIPTION
 DH3812
 DH3812'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 DH3812'THE STATION IS LOCATED IN LABIDAVILLE, ON PROPERTY BELONGING TO THE
 DH3812'NAPA AUTO PARTS BUSINESS  LOCATED AT 2886 STATE HIGHWAY 1, SET IN THE
 DH3812'TOP OF THE SOUTH END OF THE EAST ONE OF TWO  CONCRETE RETAINING WALLS
 DH3812'FOR A LOADING DOCK.
 DH3812' 
 DH3812'THE STATION IS LOCATED 92.8 FT NORTHEAST OF THE CENTER OF STATE
 DH3812'HIGHWAY 1, 39.4 FT EAST OF THE  SOUTH CORNER OF A NAPA AUTO PARTS
 DH3812'BUILDING, 9.7 FT SOUTH OF THE SOUTH END OF A YELLOW PIPE RAIL  ATOP  A
 DH3812'RETAINING WALL, AND 2.0 FT NORTH OF THE SOUTH END OF A CONCRETE
 DH3812'RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2486 ***********************************************************************
 BW2486  DESIGNATION -  NAPLES RAILWAY OIL STORAGE TK
 BW2486  PID         -  BW2486
 BW2486  STATE/COUNTY-  LA/AVOYELLES
 BW2486  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2486
 BW2486                         *CURRENT SURVEY CONTROL
 BW2486  ___________________________________________________________________
 BW2486* NAD 83(1992)-  31 01 48.43783(N)    091 44 35.19091(W)     ADJUSTED  
 BW2486* NAVD 88     -                                                        
 BW2486  ___________________________________________________________________
 BW2486  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BW2486  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BW2486
 BW2486  HORZ ORDER  -  THIRD
 BW2486
 BW2486.The horizontal coordinates were established by classical geodetic methods
 BW2486.and adjusted by the National Geodetic Survey in January 1993..
 BW2486
 BW2486
 BW2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2486
 BW2486.The geoid height was determined by GEOID03.
 BW2486
 BW2486;                    North         East     Units Scale Factor Converg.
 BW2486;SPC LA N     -    59,031.510 1,072,265.477   MT  1.00003376   +0 24 00.6
 BW2486;SPC LA N     -   193,672.55  3,517,924.32   sFT  1.00003376   +0 24 00.6
 BW2486;SPC LA S     -   280,534.516   960,873.708   MT  1.00008687   -0 12 17.6
 BW2486;SPC LA S     -   920,386.99  3,152,466.49   sFT  1.00008687   -0 12 17.6
 BW2486;SPC MS W     -   170,469.843   565,403.112   MT  1.00017339   -0 43 36.6
 BW2486;SPC MS W     -   559,283.14  1,854,993.38   sFT  1.00017339   -0 43 36.6
 BW2486;UTM  15      - 3,433,618.493   619,957.281   MT  0.99977750   +0 38 52.8
 BW2486
 BW2486                          SUPERSEDED SURVEY CONTROL
 BW2486
 BW2486  NAD 83(1986)-  31 01 48.45696(N)    091 44 35.18630(W) AD(       ) 4
 BW2486  NAD 27      -  31 01 47.84659(N)    091 44 34.76274(W) AD(       ) 3
 BW2486
 BW2486.Superseded values are not recommended for survey control.
 BW2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2486.See file dsdata.txt to determine how the superseded data were derived.
 BW2486
 BW2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1995733618(NAD 83)
 BW2486_MARKER: 51 = TANK
 BW2486
 BW2486  HISTORY     - Date     Condition        Report By
 BW2486  HISTORY     - 1919     FIRST OBSERVED   CGS
 BW2486
 BW2486                          STATION DESCRIPTION
 BW2486
 BW2486'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2488 ***********************************************************************
 BW2488  DESIGNATION -  NAPLES RAILWAY WATER TANK
 BW2488  PID         -  BW2488
 BW2488  STATE/COUNTY-  LA/AVOYELLES
 BW2488  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2488
 BW2488                         *CURRENT SURVEY CONTROL
 BW2488  ___________________________________________________________________
 BW2488* NAD 83(1992)-  31 01 51.31652(N)    091 44 34.82522(W)     ADJUSTED  
 BW2488* NAVD 88     -                                                        
 BW2488  ___________________________________________________________________
 BW2488  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BW2488  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BW2488
 BW2488  HORZ ORDER  -  THIRD
 BW2488
 BW2488.The horizontal coordinates were established by classical geodetic methods
 BW2488.and adjusted by the National Geodetic Survey in January 1993..
 BW2488
 BW2488
 BW2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2488
 BW2488.The geoid height was determined by GEOID03.
 BW2488
 BW2488;                    North         East     Units Scale Factor Converg.
 BW2488;SPC LA N     -    59,120.234 1,072,274.556   MT  1.00003355   +0 24 00.8
 BW2488;SPC LA N     -   193,963.63  3,517,954.11   sFT  1.00003355   +0 24 00.8
 BW2488;SPC LA S     -   280,623.144   960,883.724   MT  1.00008712   -0 12 17.4
 BW2488;SPC LA S     -   920,677.76  3,152,499.35   sFT  1.00008712   -0 12 17.4
 BW2488;SPC MS W     -   170,558.384   565,413.936   MT  1.00017335   -0 43 36.5
 BW2488;SPC MS W     -   559,573.63  1,855,028.89   sFT  1.00017335   -0 43 36.5
 BW2488;UTM  15      - 3,433,707.233   619,965.974   MT  0.99977752   +0 38 53.0
 BW2488
 BW2488                          SUPERSEDED SURVEY CONTROL
 BW2488
 BW2488  NAD 83(1986)-  31 01 51.33553(N)    091 44 34.82057(W) AD(       ) 4
 BW2488  NAD 27      -  31 01 50.69344(N)    091 44 34.39362(W) AD(       ) 3
 BW2488
 BW2488.Superseded values are not recommended for survey control.
 BW2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2488.See file dsdata.txt to determine how the superseded data were derived.
 BW2488
 BW2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1996633707(NAD 83)
 BW2488_MARKER: 51 = TANK
 BW2488
 BW2488  HISTORY     - Date     Condition        Report By
 BW2488  HISTORY     - 1919     FIRST OBSERVED   CGS
 BW2488
 BW2488                          STATION DESCRIPTION
 BW2488
 BW2488'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2073 ***********************************************************************
 BW2073  DESIGNATION -  NAPLES=U 14
 BW2073  PID         -  BW2073
 BW2073  STATE/COUNTY-  LA/AVOYELLES
 BW2073  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2073
 BW2073                         *CURRENT SURVEY CONTROL
 BW2073  ___________________________________________________________________
 BW2073* NAD 83(1992)-  31 01 14.73389(N)    091 44 30.96855(W)     ADJUSTED  
 BW2073* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 BW2073  ___________________________________________________________________
 BW2073  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BW2073  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW2073
 BW2073  HORZ ORDER  -  FIRST
 BW2073
 BW2073.The horizontal coordinates were established by classical geodetic methods
 BW2073.and adjusted by the National Geodetic Survey in January 1993..
 BW2073
 BW2073.The orthometric height was scaled from a topographic map.
 BW2073
 BW2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2073
 BW2073.The geoid height was determined by GEOID03.
 BW2073
 BW2073;                    North         East     Units Scale Factor Converg.
 BW2073;SPC LA N     -    57,994.295 1,072,384.719   MT  1.00003628   +0 24 02.8
 BW2073;SPC LA N     -   190,269.62  3,518,315.53   sFT  1.00003628   +0 24 02.8
 BW2073;SPC LA S     -   279,496.047   960,981.995   MT  1.00008395   -0 12 15.5
 BW2073;SPC LA S     -   916,979.95  3,152,821.76   sFT  1.00008395   -0 12 15.5
 BW2073;SPC MS W     -   169,430.340   565,501.945   MT  1.00017306   -0 43 33.7
 BW2073;SPC MS W     -   555,872.71  1,855,317.63   sFT  1.00017306   -0 43 33.7
 BW2073;UTM  15      - 3,432,582.070   620,080.975   MT  0.99977786   +0 38 54.3
 BW2073
 BW2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2073!SPC LA N     -   1.00000221  x   1.00003628  =   1.00003849
 BW2073!SPC LA S     -   1.00000221  x   1.00008395  =   1.00008616
 BW2073!SPC MS W     -   1.00000221  x   1.00017306  =   1.00017527
 BW2073!UTM  15      -   1.00000221  x   0.99977786  =   0.99978007
 BW2073
 BW2073|---------------------------------------------------------------------|
 BW2073| PID    Reference Object                     Distance      Geod. Az  |
 BW2073|                                                           dddmmss.s |
 BW2073| CY4296 NAPLES RM                            33.453 METERS 26012     |
 BW2073| BW2487 PHI 1919                            APPROX. 0.5 KM 3383716.6 |
 BW2073| BW2074 INCLINE=T 14                        APPROX. 1.4 KM 3533109.1 |
 BW2073| BW2486 NAPLES RAILWAY OIL STORAGE TK       APPROX. 1.0 KM 3535033.6 |
 BW2073| BW2488 NAPLES RAILWAY WATER TANK           APPROX. 1.1 KM 3544845.8 |
 BW2073|---------------------------------------------------------------------|
 BW2073
 BW2073                          SUPERSEDED SURVEY CONTROL
 BW2073
 BW2073  NAD 83(1986)-  31 01 14.75209(N)    091 44 30.96389(W) AD(       ) 1
 BW2073  NAD 27      -  31 01 14.10447(N)    091 44 30.53408(W) AD(       ) 1
 BW2073
 BW2073.Superseded values are not recommended for survey control.
 BW2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2073.See file dsdata.txt to determine how the superseded data were derived.
 BW2073
 BW2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2008132582(NAD 83)
 BW2073_MARKER: DS = TRIANGULATION STATION DISK
 BW2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2073
 BW2073  HISTORY     - Date     Condition        Report By
 BW2073  HISTORY     - 1919     MONUMENTED       CGS
 BW2073  HISTORY     - 1935     MARK NOT FOUND   CGS
 BW2073  HISTORY     - 1957     MARK NOT FOUND   CGS
 BW2073
 BW2073                          STATION DESCRIPTION
 BW2073
 BW2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BW2073'ABOUT 1/2 MILE E OF LOUISIANA RAILWAY AND NAVIGATION COMPANY
 BW2073'DEPOT, AT NAPLES, 53.8 METERS (177 FEET) N OF CENTER LINE OF SPUR
 BW2073'TRACK TO ABANDONED SAWMILL ON ATCHAFALAYA RIVER, AND ABOUT 10
 BW2073'METERS (33 FEET) FROM BANK OF RIVER.
 BW2073'
 BW2073'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2073'DISKS SET IN CONCRETE.
 BW2073'
 BW2073'REFERENCE MARK IS 33.453 METERS (109.75 FEET) FROM STATION
 BW2073'S 80 DEG 12 MIN W.
 BW2073
 BW2073                          STATION RECOVERY (1935)
 BW2073
 BW2073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BW2073'STATION LOST.  SURFACE AND UNDERGROUND MARK DUG UP AND DESTROYED.
 BW2073'REFERENCE MARK RECOVERED.
 BW2073
 BW2073                          STATION RECOVERY (1957)
 BW2073
 BW2073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BW2073'THE SURFACE AND UNDERGROUND MARKS WERE REPORTED TO HAVE BEEN
 BW2073'DUG UP AND DESTROYED IN THE RECOVERY NOTE OF E.R.M. IN 1935.
 BW2073'THE PUBLISHED DESCRIPTION IS INADEQUATE FOR RECOVERY OF THE
 BW2073'REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2322 ***********************************************************************
 AU2322  DESIGNATION -  NAPOLEONVILLE CATH CH CROSS
 AU2322  PID         -  AU2322
 AU2322  STATE/COUNTY-  LA/ASSUMPTION
 AU2322  USGS QUAD   -  NAPOLEONVILLE (1980)
 AU2322
 AU2322                         *CURRENT SURVEY CONTROL
 AU2322  ___________________________________________________________________
 AU2322* NAD 83(1992)-  29 56 17.81678(N)    091 01 34.56102(W)     ADJUSTED  
 AU2322* NAVD 88     -                                                        
 AU2322  **This station is located in a subsidence area (see below).
 AU2322  ___________________________________________________________________
 AU2322  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2322  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AU2322
 AU2322  HORZ ORDER  -  THIRD
 AU2322
 AU2322.The horizontal coordinates were established by classical geodetic methods
 AU2322.and adjusted by the National Geodetic Survey in January 1993..
 AU2322
 AU2322 ** The orthometric height has not been validated since last determined
 AU2322 ** by differential leveling and should not be used for control purposes.
 AU2322 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2322 ** area with valid NAVD 88 orthometric heights.
 AU2322 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2322 ** epoch indicated which incorporates improved geoid heights for the
 AU2322 ** Southern Louisiana Subsidence area.
 AU2322 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2322
 AU2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2322
 AU2322.The geoid height was determined by GEOID03.
 AU2322
 AU2322;                    North         East     Units Scale Factor Converg.
 AU2322;SPC LA S     -   159,465.128 1,029,643.790   MT  0.99992634   +0 09 12.7
 AU2322;SPC LA S     -   523,178.51  3,378,089.67   sFT  0.99992634   +0 09 12.7
 AU2322;UTM  15      - 3,313,584.508   690,498.715   MT  1.00004775   +0 59 07.2
 AU2322
 AU2322                          SUPERSEDED SURVEY CONTROL
 AU2322
 AU2322  NAD 83(1986)-  29 56 17.83615(N)    091 01 34.56088(W) AD(       ) 4
 AU2322  NAD 27      -  29 56 17.10410(N)    091 01 34.21376(W) AD(       ) 3
 AU2322
 AU2322.Superseded values are not recommended for survey control.
 AU2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2322.See file dsdata.txt to determine how the superseded data were derived.
 AU2322
 AU2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9049913585(NAD 83)
 AU2322_MARKER: 91 = CHURCH CROSS
 AU2322
 AU2322  HISTORY     - Date     Condition        Report By
 AU2322  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2322
 AU2322                          STATION DESCRIPTION
 AU2322
 AU2322'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2326 ***********************************************************************
 AU2326  DESIGNATION -  NAPOLEONVILLE MUNICIPAL TANK
 AU2326  PID         -  AU2326
 AU2326  STATE/COUNTY-  LA/ASSUMPTION
 AU2326  USGS QUAD   -  NAPOLEONVILLE (1980)
 AU2326
 AU2326                         *CURRENT SURVEY CONTROL
 AU2326  ___________________________________________________________________
 AU2326* NAD 83(1992)-  29 56 17.29537(N)    091 01 25.04082(W)     ADJUSTED  
 AU2326* NAVD 88     -                                                        
 AU2326  **This station is located in a subsidence area (see below).
 AU2326  ___________________________________________________________________
 AU2326  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2326  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AU2326
 AU2326  HORZ ORDER  -  THIRD
 AU2326
 AU2326.The horizontal coordinates were established by classical geodetic methods
 AU2326.and adjusted by the National Geodetic Survey in January 1993..
 AU2326
 AU2326 ** The orthometric height has not been validated since last determined
 AU2326 ** by differential leveling and should not be used for control purposes.
 AU2326 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2326 ** area with valid NAVD 88 orthometric heights.
 AU2326 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2326 ** epoch indicated which incorporates improved geoid heights for the
 AU2326 ** Southern Louisiana Subsidence area.
 AU2326 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2326
 AU2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2326
 AU2326.The geoid height was determined by GEOID03.
 AU2326
 AU2326;                    North         East     Units Scale Factor Converg.
 AU2326;SPC LA S     -   159,449.761 1,029,899.129   MT  0.99992634   +0 09 17.5
 AU2326;SPC LA S     -   523,128.09  3,378,927.39   sFT  0.99992634   +0 09 17.5
 AU2326;UTM  15      - 3,313,572.848   690,754.282   MT  1.00004896   +0 59 11.9
 AU2326
 AU2326                          SUPERSEDED SURVEY CONTROL
 AU2326
 AU2326  NAD 83(1986)-  29 56 17.31481(N)    091 01 25.04065(W) AD(       ) 4
 AU2326  NAD 27      -  29 56 16.58361(N)    091 01 24.69433(W) AD(       ) 3
 AU2326
 AU2326.Superseded values are not recommended for survey control.
 AU2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2326.See file dsdata.txt to determine how the superseded data were derived.
 AU2326
 AU2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9075413573(NAD 83)
 AU2326_MARKER: 51 = TANK
 AU2326
 AU2326  HISTORY     - Date     Condition        Report By
 AU2326  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2326
 AU2326                          STATION DESCRIPTION
 AU2326
 AU2326'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2327 ***********************************************************************
 AU2327  DESIGNATION -  NAPOLEONVILLE WATER TANK
 AU2327  PID         -  AU2327
 AU2327  STATE/COUNTY-  LA/ASSUMPTION
 AU2327  USGS QUAD   -  NAPOLEONVILLE (1980)
 AU2327
 AU2327                         *CURRENT SURVEY CONTROL
 AU2327  ___________________________________________________________________
 AU2327* NAD 83(1992)-  29 56 06.03367(N)    091 00 57.16955(W)     ADJUSTED  
 AU2327* NAVD 88     -                                                        
 AU2327  **This station is located in a subsidence area (see below).
 AU2327  ___________________________________________________________________
 AU2327  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2327  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU2327
 AU2327  HORZ ORDER  -  THIRD
 AU2327
 AU2327.The horizontal coordinates were established by classical geodetic methods
 AU2327.and adjusted by the National Geodetic Survey in January 1993..
 AU2327
 AU2327 ** The orthometric height has not been validated since last determined
 AU2327 ** by differential leveling and should not be used for control purposes.
 AU2327 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2327 ** area with valid NAVD 88 orthometric heights.
 AU2327 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2327 ** epoch indicated which incorporates improved geoid heights for the
 AU2327 ** Southern Louisiana Subsidence area.
 AU2327 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2327
 AU2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2327
 AU2327.The geoid height was determined by GEOID03.
 AU2327
 AU2327;                    North         East     Units Scale Factor Converg.
 AU2327;SPC LA S     -   159,105.062 1,030,647.493   MT  0.99992640   +0 09 31.4
 AU2327;SPC LA S     -   521,997.19  3,381,382.65   sFT  0.99992640   +0 09 31.4
 AU2327;UTM  15      - 3,313,239.008   691,507.665   MT  1.00005251   +0 59 25.5
 AU2327
 AU2327                          SUPERSEDED SURVEY CONTROL
 AU2327
 AU2327  NAD 83(1986)-  29 56 06.05278(N)    091 00 57.16947(W) AD(       ) 4
 AU2327  NAD 27      -  29 56 05.32177(N)    091 00 56.81411(W) AD(       ) 3
 AU2327
 AU2327.Superseded values are not recommended for survey control.
 AU2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2327.See file dsdata.txt to determine how the superseded data were derived.
 AU2327
 AU2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9150813239(NAD 83)
 AU2327_MARKER: 53 = ELEVATED TANK
 AU2327
 AU2327  HISTORY     - Date     Condition        Report By
 AU2327  HISTORY     - 1973     FIRST OBSERVED   NGS
 AU2327
 AU2327                          STATION DESCRIPTION
 AU2327
 AU2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU2327'THE NAPOLEONVILLE, WATER TANK IS LOCATED IN THE TOWN OF NAPOLEONVILLE
 AU2327'AND IS OWNED BY THE ASSUMPTION PARISH WATER DISTRICT.
 AU2327'
 AU2327'IT IS A SPHERICAL TANK ATOP A COLUMN OF METAL, PAINTED BLUEGREEN AND
 AU2327'HAS A SMALL ANTENNA ATOP THE TANK.  THE HEIGHT IS 160 FEET.
 AU2327'
 AU2327'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2971 ***********************************************************************
 BH2971  DESIGNATION -  NASH
 BH2971  PID         -  BH2971
 BH2971  STATE/COUNTY-  LA/WASHINGTON
 BH2971  USGS QUAD   -  BOGALUSA WEST (1982)
 BH2971
 BH2971                         *CURRENT SURVEY CONTROL
 BH2971  ___________________________________________________________________
 BH2971* NAD 83(1992)-  30 45 02.97653(N)    089 57 44.43818(W)     ADJUSTED  
 BH2971* NAVD 88     -        73.2    (meters)     240.     (feet)  VERTCON   
 BH2971  ___________________________________________________________________
 BH2971  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 BH2971  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BH2971
 BH2971  HORZ ORDER  -  SECOND
 BH2971
 BH2971.The horizontal coordinates were established by classical geodetic methods
 BH2971.and adjusted by the National Geodetic Survey in May 1994..
 BH2971
 BH2971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2971
 BH2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2971
 BH2971.The geoid height was determined by GEOID03.
 BH2971
 BH2971;                    North         East     Units Scale Factor Converg.
 BH2971;SPC LA S     -   250,283.672 1,131,272.888   MT  1.00001120   +0 41 07.8
 BH2971;SPC LA S     -   821,139.01  3,711,517.80   sFT  1.00001120   +0 41 07.8
 BH2971;UTM  16      - 3,405,738.470   216,403.300   MT  1.00059226   -1 30 56.4
 BH2971;UTM  15      - 3,405,931.758   790,809.828   MT  1.00064338   +1 33 15.3
 BH2971
 BH2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2971!SPC LA S     -   0.99999285  x   1.00001120  =   1.00000405
 BH2971!UTM  16      -   0.99999285  x   1.00059226  =   1.00058510
 BH2971!UTM  15      -   0.99999285  x   1.00064338  =   1.00063622
 BH2971
 BH2971|---------------------------------------------------------------------|
 BH2971| PID    Reference Object                     Distance      Geod. Az  |
 BH2971|                                                           dddmmss.s |
 BH2971| DD8364 NASH RM 1                            17.691 METERS 02230     |
 BH2971| BH2970 NASH LDH 1970 A POINT                16.765 METERS 04531     |
 BH2971| BH2960 BOGALUSA CABLE TV MAST              APPROX. 4.4 KM 0991052.9 |
 BH2971| DD8365 NASH RM 2                            16.320 METERS 16136     |
 BH2971| DD8363 NASH AZ MK                                         2744527.7 |
 BH2971|---------------------------------------------------------------------|
 BH2971
 BH2971                          SUPERSEDED SURVEY CONTROL
 BH2971
 BH2971  NAD 83(1992)-  30 45 02.97938(N)    089 57 44.43792(W) AD(       ) 2
 BH2971  NAD 83(1986)-  30 45 02.99026(N)    089 57 44.43504(W) AD(       ) 2
 BH2971  NAD 27      -  30 45 02.31572(N)    089 57 44.15664(W) AD(       ) 2
 BH2971  NGVD 29 (07/19/86)   73.3    (m)          240.     (f) VERT ANG       
 BH2971
 BH2971.Superseded values are not recommended for survey control.
 BH2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2971.See file dsdata.txt to determine how the superseded data were derived.
 BH2971
 BH2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV1640305738(NAD 83)
 BH2971_MARKER: DD = SURVEY DISK
 BH2971_SETTING: 0 = UNSPECIFIED SETTING
 BH2971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2971
 BH2971  HISTORY     - Date     Condition        Report By
 BH2971  HISTORY     - 1970     MONUMENTED       LADH
 BH2971
 BH2971                          STATION DESCRIPTION
 BH2971
 BH2971'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BH2971'THE STATION IS LOCATED 7 MILES SOUTHWEST OF BOGALUSA AND 13 MILES
 BH2971'SOUTH-SOUTHEAST OF FRANKLINTON, IN THE NORTHWEST 1/4 OF SECTION 35,
 BH2971'T4S-R12E, AND ON PROPERTY OWNED BY MR. GEORGE NASH.  IT IS 134.0
 BH2971'FEET NORTH-NORTHWEST OF AN 8 INCH CHINA BERRY TREE, 105.0 FEET
 BH2971'NORTHEAST OF THE NORTHEAST CORNER OF THE NASH RESIDENCE, 87.9 FEET
 BH2971'SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 60, 61.0 FEET
 BH2971'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN, 58.0 FEET
 BH2971'SOUTH OF AN EAST-WEST FENCE, AND 3.0 FEET EAST-NORTHEAST OF A
 BH2971'NORTH-SOUTH FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2971'COAST AND GEODETIC SURVEY DISK STAMPED NASH 1970, 6 INCHES BELOW
 BH2971'THE SURFACE.
 BH2971'
 BH2971'REFERENCE MARK NO. 1 IS 58.04 FEET NORTHEAST OF THE STATION.  IT IS
 BH2971'45.2 FEET EAST OF FENCE CORNER, 29.9 FEET SOUTH OF THE CENTER OF
 BH2971'STATE HIGHWAY 60, 3.00 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 BH2971'AND 1.3 FEET SOUTH OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF
 BH2971'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED NASH R.M. 1
 BH2971'1970, 6 INCHES BELOW THE SURFACE.
 BH2971'
 BH2971'REFERENCE MARK NO. 2 IS 53.55 FEET SOUTH OF THE STATION.  IT IS 111.3
 BH2971'FEET SOUTH-SOUTHEAST OF AN EAST-WEST FENCE, 108.0 FEET SOUTH OF A
 BH2971'METAL WITNESS POST AND SIGN, 80.6 FEET NORTH-NORTHWEST OF A CHINA
 BH2971'BERRY TREE, AND 1.3 FEET EAST-NORTHEAST OF A NORTH-SOUTH FENCE.
 BH2971'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BH2971'SURVEY DISK STAMPED NASH R.M. 2 1970, 6 INCHES BELOW THE SURFACE.
 BH2971'
 BH2971'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS
 BH2971'APPROXIMATELY 200 FEET EAST-SOUTHEAST OF THE JUNCTION OF STATE
 BH2971'HIGHWAY 60 AND 1072, 62.5 FEET EAST-NORTHEAST OF A 12 INCH PECAN
 BH2971'TREE, 28.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 60, 1.90 FEET
 BH2971'WEST OF A METAL WITNESS POST AND SIGN, AND 1.6 FEET NORTH OF A WHITE
 BH2971'BOARD FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2971'COAST AND GEODETIC SURVEY DISK, STAMPED NASH AZ.MK. 1970,
 BH2971'PROJECTING 2 INCHES.
 BH2971'
 BH2971'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 BH2971'HIGHWAY 60 FOR 0.3 MILE TO MARK SET ON THE LEFT AND SOUTH NEAR A
 BH2971'WHITE BOARD FENCE AROUND A PECAN GROVE.
 BH2971'
 BH2971'TO REACH THE STATION FROM THE POST OFFICE IN BOGALUSA, GO SOUTH ON
 BH2971'STATE HIGHWAY 60 (AVENUE B) FOR 1.05 MILES TO WEST 10TH STREET AND
 BH2971'STATE HIGHWAY 60, TURN RIGHT ON 10TH STREET FOR 0.95 MILE TO A
 BH2971'POINT WHERE STATE HIGHWAY 60 GOES LEFT, TURN LEFT AND SOUTH ON
 BH2971'STATE HIGHWAY 60 AND GO 0.35 MILE TO A ROAD LEADING WEST,
 BH2971'STAY ON STATE HIGHWAY 60 AND GO WEST FOR 5.15 MILES TO THE
 BH2971'STATION ON THE LEFT AND SOUTH OF THE HIGHWAY.
 BH2971'
 BH2971'INTERSECTION STATION IS THE BOGALUSA CABLE T.V. MAST.  THE MAST IS
 BH2971'ABOUT 3 MILES EAST OF THE STATION IN SOUTHWEST BOGALUSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4187 ***********************************************************************
 BJ4187  DESIGNATION -  NATALBANY RAD STA WTGI MAST
 BJ4187  PID         -  BJ4187
 BJ4187  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4187  USGS QUAD   -  HAMMOND (1994)
 BJ4187
 BJ4187                         *CURRENT SURVEY CONTROL
 BJ4187  ___________________________________________________________________
 BJ4187* NAD 83(1992)-  30 32 29.98356(N)    090 28 59.49493(W)     ADJUSTED  
 BJ4187* NAVD 88     -                                                        
 BJ4187  ___________________________________________________________________
 BJ4187  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4187  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ4187
 BJ4187  HORZ ORDER  -  THIRD
 BJ4187
 BJ4187.The horizontal coordinates were established by classical geodetic methods
 BJ4187.and adjusted by the National Geodetic Survey in January 1993..
 BJ4187
 BJ4187
 BJ4187.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4187
 BJ4187.The geoid height was determined by GEOID03.
 BJ4187
 BJ4187;                    North         East     Units Scale Factor Converg.
 BJ4187;SPC LA S     -   226,612.494 1,081,574.569   MT  0.99997015   +0 25 30.3
 BJ4187;SPC LA S     -   743,477.82  3,548,465.90   sFT  0.99997015   +0 25 30.3
 BJ4187;UTM  15      - 3,381,504.274   741,448.953   MT  1.00031924   +1 16 46.5
 BJ4187
 BJ4187                          SUPERSEDED SURVEY CONTROL
 BJ4187
 BJ4187  NAD 83(1986)-  30 32 30.00001(N)    090 28 59.49241(W) AD(       ) 4
 BJ4187  NAD 27      -  30 32 29.31688(N)    090 28 59.17088(W) AD(       ) 3
 BJ4187
 BJ4187.Superseded values are not recommended for survey control.
 BJ4187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4187.See file dsdata.txt to determine how the superseded data were derived.
 BJ4187
 BJ4187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4144981504(NAD 83)
 BJ4187_MARKER: 42 = RADIO/TV MAST
 BJ4187
 BJ4187  HISTORY     - Date     Condition        Report By
 BJ4187  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4187
 BJ4187                          STATION DESCRIPTION
 BJ4187
 BJ4187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BJ4187'RADIO STATION WTGI MAST IS LOCATED ABOUT 1-1/2 MILES NORTH OF
 BJ4187'HAMMOND AND ABOUT 150 FEET WEST OF U.S. HIGHWAY 51.
 BJ4187'
 BJ4187'A SLENDER, TRIANGULAR STEEL TYPE MAST, 210 FEET IN HEIGHT, PAINTED
 BJ4187'ORANGE-WHITE IN COLOR AND HAS A RED LIGHT AT TOP.
 BJ4187'
 BJ4187'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1896 ***********************************************************************
 BX1896  DESIGNATION -  NATCHITOCHES
 BX1896  PID         -  BX1896
 BX1896  STATE/COUNTY-  LA/NATCHITOCHES
 BX1896  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX1896
 BX1896                         *CURRENT SURVEY CONTROL
 BX1896  ___________________________________________________________________
 BX1896* NAD 83(1992)-  31 44 55.87847(N)    093 05 42.92931(W)     ADJUSTED  
 BX1896* NAVD 88     -        42.22   (+/-2cm)     138.5    (feet)  VERTCON   
 BX1896  ___________________________________________________________________
 BX1896  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BX1896  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1896
 BX1896  HORZ ORDER  -  FIRST
 BX1896  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1896
 BX1896.The horizontal coordinates were established by classical geodetic methods
 BX1896.and adjusted by the National Geodetic Survey in January 1993..
 BX1896
 BX1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1896.The vertical order pertains to the NGVD 29 superseded value.
 BX1896
 BX1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1896
 BX1896.The geoid height was determined by GEOID03.
 BX1896
 BX1896;                    North         East     Units Scale Factor Converg.
 BX1896;SPC LA N     -   138,621.552   943,604.259   MT  0.99991906   -0 18 53.0
 BX1896;SPC LA N     -   454,794.21  3,095,808.31   sFT  0.99991906   -0 18 53.0
 BX1896;UTM  15      - 3,512,602.677   490,977.919   MT  0.99960100   -0 03 00.4
 BX1896
 BX1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1896!SPC LA N     -   0.99999746  x   0.99991906  =   0.99991652
 BX1896!UTM  15      -   0.99999746  x   0.99960100  =   0.99959846
 BX1896
 BX1896:                Primary Azimuth Mark                     Grid Az
 BX1896:SPC LA N     -  NATCHITOCHES S CEN BELL MW KLW           017 56 01.9
 BX1896:UTM  15      -  NATCHITOCHES S CEN BELL MW KLW           017 40 09.3
 BX1896
 BX1896|---------------------------------------------------------------------|
 BX1896| PID    Reference Object                     Distance      Geod. Az  |
 BX1896|                                                           dddmmss.s |
 BX1896| BX2803 NATCHITOCHES S CEN BELL MW KLW      APPROX. 1.3 KM 0173708.9 |
 BX1896| BX2793 NATCHITOCHES MUNICIPAL TANK         APPROX. 1.5 KM 0220138.2 |
 BX1896| BX2795 NATCHITOCHES KELLEY WEBER TANK      APPROX. 0.5 KM 0413145.1 |
 BX1896| BX2812 NATCHITOCHES ST NORM COLL STK       214.904 METERS 04915     |
 BX1896| BX2811 NATCHITOCHES OIL MILL INC TANK      APPROX. 0.7 KM 0943032.9 |
 BX1896| BX1897 NATCHITOCHES RM 1                    49.332 METERS 10057     |
 BX1896| BX2810 NATCHITOCHES AM COMPRESS CO TK      APPROX. 0.7 KM 1085430.5 |
 BX1896| BX1898 NATCHITOCHES AZ MK                                 1653755.9 |
 BX1896| BX2815 NATCHITOCHES MUN APT BCN            APPROX. 1.6 KM 1765225.9 |
 BX1896| CV8905 NATCHITOCHES AZ MK 2                               1843010.3 |
 BX1896| BX2816 NATCHITOCHES LOOKOUT TOWER          APPROX. 1.9 KM 2654558.6 |
 BX1896| CV8906 NATCHITOCHES RM 2                    50.618 METERS 29439     |
 BX1896| BX2794 NATCHITOCHES ST NORMAL COLL TK      243.971 METERS 31526     |
 BX1896| BX2804 NATCHITOCHES MUN W TANK             APPROX. 1.1 KM 3581136.0 |
 BX1896|---------------------------------------------------------------------|
 BX1896
 BX1896                          SUPERSEDED SURVEY CONTROL
 BX1896
 BX1896  NAD 83(1986)-  31 44 55.89534(N)    093 05 42.92274(W) AD(       ) 1
 BX1896  NAD 27      -  31 44 55.30500(N)    093 05 42.33100(W) AD(       ) 1
 BX1896  NGVD 29 (??/??/??)   42.264  (m)          138.66   (f) ADJUSTED    2 1
 BX1896
 BX1896.Superseded values are not recommended for survey control.
 BX1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1896.See file dsdata.txt to determine how the superseded data were derived.
 BX1896
 BX1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9097812603(NAD 83)
 BX1896_MARKER: DS = TRIANGULATION STATION DISK
 BX1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1896_SP_SET: CONCRETE POST
 BX1896_STAMPING: NATCHITOCHES 1941
 BX1896_MARK LOGO: CGS   
 BX1896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1896+STABILITY: SURFACE MOTION
 BX1896
 BX1896  HISTORY     - Date     Condition        Report By
 BX1896  HISTORY     - 1941     MONUMENTED       CGS
 BX1896  HISTORY     - 1943     GOOD             USE
 BX1896  HISTORY     - 1967     GOOD             CGS
 BX1896  HISTORY     - 1969     GOOD             CGS
 BX1896  HISTORY     - 1970     GOOD             LADTD
 BX1896  HISTORY     - 1973     GOOD             LADH
 BX1896  HISTORY     - 19861231 GOOD             LADTD
 BX1896  HISTORY     - 19950506 GOOD             USPSQD
 BX1896  HISTORY     - 19970816 GOOD             USPSQD
 BX1896  HISTORY     - 20010922 GOOD             USPSQD
 BX1896  HISTORY     - 20040222 GOOD             USPSQD
 BX1896
 BX1896                          STATION DESCRIPTION
 BX1896
 BX1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX1896'STATION IS IN THE S PART OF THE CITY OF NATCHITOCHES, ON THE
 BX1896'CAMPUS OF THE LOUISIANA STATE NORMAL COLLEGE, 58 FEET E OF
 BX1896'THE NE CORNER OF CASPARI HALL, 56-1/2 FEET S OF THE CENTER
 BX1896'OF A ROAD, 24 FEET E OF A CONCRETE SIDEWALK.  IT IS STAMPED
 BX1896'NATCHITOCHES 1941 AND IS SET FLUSH WITH THE GROUND.
 BX1896'
 BX1896'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX1896'BRONZE DISKS SET IN CONCRETE.
 BX1896'
 BX1896'REFERENCE MARK NO. 1 IS 68 FEET N OF THE MENS GYMNASIUM, 41
 BX1896'FEET S OF THE CENTER OF A ROAD, 24 FEET W OF A CONCRETE
 BX1896'SIDEWALK, IS STAMPED NATCHITOCHES NO. 1 1941 AND IS SET FLUSH
 BX1896'WITH THE GROUND.
 BX1896'
 BX1896'REFERENCE MARK NO. 2 IS 64-1/2 FEET N OF THE NW CORNER OF
 BX1896'CASPARI HALL, 32 FEET S OF THE CENTER OF A ROAD, 12 FEET
 BX1896'E OF A CONCRETE SIDEWALK, IS STAMPED NATCHITOCHES NO. 2 1941
 BX1896'AND IS SET FLUSH WITH THE GROUND.
 BX1896'
 BX1896'THE AZIMUTH MARK IS LOCATED ABOUT 1/4 MILE SE OF THE MUNICIPAL
 BX1896'AIRPORT, ON THE ROAD LEADING TO THE AIRPORT, 45 FEET S OF THE
 BX1896'CENTER OF A GRAVEL ROAD, 10 FEET E OF A BOARD FENCE, 3 FEET
 BX1896'W OF A TELEPHONE POLE NO. 10 AND 3 FEET NE OF A WHITE REFERENCE
 BX1896'POST.  IT IS STAMPED NATCHITOCHES 1941 AND PROJECTS 6 INCHES.
 BX1896'
 BX1896'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BX1896
 BX1896                          STATION RECOVERY (1943)
 BX1896
 BX1896'RECOVERY NOTE BY US ENGINEERS 1943
 BX1896'THE STATION, AZIMUTH MARK, AND REFERENCE MARK 2 WERE ALL
 BX1896'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 1
 BX1896'WAS NOT FOUND, IT PROBABLY HAS BEEN BURIED.
 BX1896
 BX1896                          STATION RECOVERY (1967)
 BX1896
 BX1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FHS)
 BX1896'STATION RECOVERED IN GOOD CONDITION.  ARROW ON REFERENCE MARK
 BX1896'1 POINTS NORTH NOT TOWARD STATION.  AZIMUTH MARK NOT SEARCHED
 BX1896'FOR.
 BX1896'
 BX1896'STATION WAS FOUND AS DESCRIBED AND LOCATED BY PULLING THE
 BX1896'INDICATED DISTANCES FROM THE CORNER OF CASPERI HALL AND THE
 BX1896'CONCRETE SIDE WALK (EAST EDGE OF THE SIDEWALK WAS USED).
 BX1896'THE MARK WAS ABOUT ONE (1) INCH BELOW THE SURFACE OF THE GROUND.
 BX1896'COLLEGE IS NOW KNOWN AS NORTHWESTERN STATE COLLEGE.  REFERENCE
 BX1896'MARK 1 WAS RECOVERED BUT INFORMATION FROM THE MAINTENANCE
 BX1896'PERSONNEL AT THE COLLEGE INDICATED THAT IT HAD BEEN TORN OUT
 BX1896'DURING STEAM LINE CONSTRUCTION BUT HAD BEEN RETURNED TO ITS
 BX1896'EXACT ORIGINAL POSITION.  THE METHOD BY WHICH THIS WAS
 BX1896'ACCOMPLISHED WAS NOT PROVIDED.  NO EFFORT WAS MADE TO
 BX1896'DETERMINE WHETHER THIS MARK HAS BEEN RETURNED TO ITS ORIGINAL
 BX1896'POSITION.
 BX1896
 BX1896                          STATION RECOVERY (1969)
 BX1896
 BX1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX1896'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 BX1896'MARK NO. 1 HAS BEEN RESET AND THE ARROW CAST IN THE DISK IS
 BX1896'POINTING NORTH, ABOUT 90 DEGREES TO THE RIGHT OF THE
 BX1896'STATION.  THE AZIMUTH MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED,
 BX1896'BUT IS NO LONGER VISIBLE.  A NEW AZIMUTH MARK WAS ESTABLISHED
 BX1896'BY THIS PARTY.  THE COLLEGE FORMERLY CALLED THE LOUISIANA
 BX1896'STATE NORMAL COLLEGE IS NOW KNOWN AS THE NORTHWESTERN STATE
 BX1896'COLLEGE.
 BX1896'
 BX1896'THE STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF
 BX1896'NATCHITOCHES, ON THE CAMPUS OF THE NORTHWESTERN STATE COLLEGE,
 BX1896'58 FEET EAST OF THE NORTHEAST CORNER OF THE CASPARI HALL AND
 BX1896'24 FEET WEST OF THE WEST EDGE OF A SIDEWALK.  THE STATION MARK
 BX1896'IS A STANDARD DISK STAMPED NATCHITOCHES 1941, SET IN THE TOP OF
 BX1896'A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 BX1896'GROUND AND IS PROTECTED BY A 2-FOOT SQUARE PIPE FRAME THAT
 BX1896'PROJECTS 3-1/2 FEET ABOVE THE GROUND.
 BX1896'
 BX1896'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NATCHITOCHES NO
 BX1896'1 1941, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 BX1896'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63.5 FEET NORTH OF
 BX1896'THE NORTH SIDE OF THE MESS GYM, 7.5 FEET WEST OF AN 18-INCH PINE
 BX1896'TREE AND 3 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 BX1896'
 BX1896'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NATCHITOCHES
 BX1896'NO 2 1941, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 BX1896'4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 64.5 FEET
 BX1896'NORTH OF THE NORTH SIDE OF THE CASPARI HALL, 13.5 FEET NORTHEAST
 BX1896'OF THE NORTHEAST CORNER OF THE CONCRETE BASE FOR A MANHOLE, 4
 BX1896'FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND 3.5 FEET EAST
 BX1896'OF A 24-INCH PINE TREE.
 BX1896'
 BX1896'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NATCHITOCHES
 BX1896'1941 NO 2 1969, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 BX1896'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 BX1896'151 FEET NORTH-NORTHWEST OF THE CENTER OF THE METAL DOORS AT
 BX1896'THE NORTH SIDE OF THE STADIUM, 75 FEET NORTHEAST OF LAMP POST
 BX1896'IN THE PARKING AREA FOR VEHICLES AND IN THE APPROXIMATE CENTER
 BX1896'OF THE MEDIAN IN THE PARKING AREA.
 BX1896'
 BX1896'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST THEN SOUTH
 BX1896'ON A PAVED STREET AROUND THE CASPARI HALL FOR 0.5 MILE TO THE
 BX1896'STADIUM AND THE AZIMUTH MARK AS DESCRIBED ABOVE.
 BX1896'
 BX1896'HEIGHT OF LIGHT ABOVE STATION MARK 38.36 METERS.
 BX1896'
 BX1896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1896'IN THE SOUTH PART OF NATCHITOCHES.
 BX1896
 BX1896                          STATION RECOVERY (1970)
 BX1896
 BX1896'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BX1896'1.65 MI S FROM NATCHITOCHES.
 BX1896'THIS MARKER IS LOCATED 1.65 MILES SOUTH OF THE POST OFFICE AT
 BX1896'NATCHITOCHES.  1.10 MILES EAST OF B.M. NO. 35V17.  0.80 MILES SOUTH
 BX1896'ALONG SAM SIBLEY DRIVE ON THE NORTHWESTERN STATE COLLEGE CAMPUS. FROM
 BX1896'THE ENTRANCE TO THE COLLEGE.  53 FEET SOUTH OF THE CENTER OF CENTRAL
 BX1896'AVENUE.  58 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF CASPARI
 BX1896'HALL.  110 FEET NORTHWEST OF NORTHWEST CORNER OF NORTHWESTERN STATE
 BX1896'MENS GYMNASIUM.
 BX1896
 BX1896                          STATION RECOVERY (1973)
 BX1896
 BX1896'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973 (JRM)
 BX1896'THIS STATION WAS VISITED 2/1/73 AND THE STATION, REFERENCE
 BX1896'MARK NO. 1, AND THE AZIMUTH MARK WAS IN GOOD CONDITION.  A
 BX1896'NEW DESCRIPTION FOLLOWS--
 BX1896'
 BX1896'THE STATION IS LOCATED 1.65 MILES SOUTH OF THE POST OFFICE
 BX1896'AT NATCHITOCHES.  ALONG SAM SIBLEY DRIVE ON THE NORTHWESTERN
 BX1896'STATE COLLEGE CAMPUS.  FROM THE ENTRANCE TO THE COLLEGE.  53
 BX1896'FEET SOUTH OF THE CENTER OF CENTRAL AVENUE.  58 FEET EAST
 BX1896'NORTHEAST OF THE NORTHEAST CORNER OF CASPARI HALL.  110 FEET
 BX1896'NORTHWEST OF NORTHWEST CORNER OF NORTHWESTERN STATE MENS
 BX1896'GYMNASIUM.  SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST
 BX1896'FLUSH WITH THE GROUND.
 BX1896'
 BX1896'REFERENCE MARK NO. 1 (1941) IS A STANDARD BRONZE DISK SET IN
 BX1896'A 12 X 12 INCH CONCRETE POST FLUSH WITH THE GROUND.  39 FEET
 BX1896'SOUTH OF THE CENTER OF SAM SIBLEY DRIVE.  3 FEET SOUTH OF SOUTH
 BX1896'EDGE OF CONCRETE SIDEWALK.  7.5 FEET WEST OF A 20 INCH PINE
 BX1896'TREE.  69 FEET NORTHWEST OF THE ENTRANCE TO THE OLD MENS
 BX1896'GYMNASIUM.  19 FEET WEST OF AN UPRIGHT CONCRETE LIGHT POLE.
 BX1896'81 FEET NORTHEAST OF THE STATION.
 BX1896'
 BX1896'REFERENCE MARK NO. 2 WAS NOT FOUND.  IT PROBABLY HAS BEEN
 BX1896'DESTROYED OR BURIED.
 BX1896'
 BX1896'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST PART OF THE CITY
 BX1896'OF NATCHITOCHES.  1.4 MILES SOUTH OF B.M. NATCHITOCHES NO. 1.
 BX1896'0.5 MILES WEST OF LOUISIANA HIGHWAY 1223 MILL STREET.  0.2
 BX1896'MILES SOUTHEAST OF THE AIRPORT AND OFFICE BUILDING.  36 FEET
 BX1896'SOUTH OF THE EXTENDED CENTER LINE OF A GRAVEL ROAD LEADING
 BX1896'TO THE AIRPORT.  24 FEET WEST OF A DIRT ROAD LEADING TO A
 BX1896'FRAME HOUSE.  12 FEET EAST OF A BARBED WIRE FENCE.  3 FEET
 BX1896'EAST OF A POWER POLE AND TELEPHONE PEDESTAL.
 BX1896'
 BX1896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.65 MILES
 BX1896'SOUTH
 BX1896
 BX1896                          STATION RECOVERY (1986)
 BX1896
 BX1896'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BX1896'RECOVERED IN GOOD CONDITION.
 BX1896
 BX1896                          STATION RECOVERY (1995)
 BX1896
 BX1896'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1896'RECOVERED IN GOOD CONDITION.
 BX1896
 BX1896                          STATION RECOVERY (1997)
 BX1896
 BX1896'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1896'RECOVERED IN GOOD CONDITION.
 BX1896
 BX1896                          STATION RECOVERY (2001)
 BX1896
 BX1896'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BX1896'RECOVERED IN GOOD CONDITION.
 BX1896
 BX1896                          STATION RECOVERY (2004)
 BX1896
 BX1896'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX1896'STATION - NOT FOUND
 BX1896'RF.1 - GOOD
 BX1896'RF.2 - NOT FOUND
 BX1896'AZ - NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2810 ***********************************************************************
 BX2810  DESIGNATION -  NATCHITOCHES AM COMPRESS CO TK
 BX2810  PID         -  BX2810
 BX2810  STATE/COUNTY-  LA/NATCHITOCHES
 BX2810  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2810
 BX2810                         *CURRENT SURVEY CONTROL
 BX2810  ___________________________________________________________________
 BX2810* NAD 83(1992)-  31 44 48.25673(N)    093 05 16.89338(W)     ADJUSTED  
 BX2810* NAVD 88     -                                                        
 BX2810  ___________________________________________________________________
 BX2810  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BX2810  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2810
 BX2810  HORZ ORDER  -  THIRD
 BX2810
 BX2810.The horizontal coordinates were established by classical geodetic methods
 BX2810.and adjusted by the National Geodetic Survey in January 1993..
 BX2810
 BX2810
 BX2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2810
 BX2810.The geoid height was determined by GEOID03.
 BX2810
 BX2810;                    North         East     Units Scale Factor Converg.
 BX2810;SPC LA N     -   138,383.079   944,288.169   MT  0.99991917   -0 18 39.2
 BX2810;SPC LA N     -   454,011.82  3,098,052.10   sFT  0.99991917   -0 18 39.2
 BX2810;UTM  15      - 3,512,367.439   491,662.705   MT  0.99960086   -0 02 46.7
 BX2810
 BX2810                          SUPERSEDED SURVEY CONTROL
 BX2810
 BX2810  NAD 83(1986)-  31 44 48.27361(N)    093 05 16.88672(W) AD(       ) 4
 BX2810  NAD 27      -  31 44 47.68400(N)    093 05 16.29600(W) AD(       ) 3
 BX2810
 BX2810.Superseded values are not recommended for survey control.
 BX2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2810.See file dsdata.txt to determine how the superseded data were derived.
 BX2810
 BX2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9166312367(NAD 83)
 BX2810_MARKER: 53 = ELEVATED TANK
 BX2810
 BX2810  HISTORY     - Date     Condition        Report By
 BX2810  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2810  HISTORY     - 1943     GOOD             USE
 BX2810  HISTORY     - 1969     GOOD             CGS
 BX2810  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2810
 BX2810                          STATION DESCRIPTION
 BX2810
 BX2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2810'STATION IS LOCATED IN THE SE PART OF THE CITY OF NATCHITOCHES
 BX2810'ON THE PROPERTY OF THE AMERICAN COMPRESS AND WAREHOUSE COMPANY,
 BX2810'ABOUT 130 FEET W OF THE CENTER OF THE MAIN TRACK OF THE TEXAS
 BX2810'AND PACIFIC RAILROAD AND 2 FEET FROM THE SOUTH CORPORATION
 BX2810'LINE OF THE CITY.  THE TANK, BUILT IN 1934, IS OF STEEL WITH
 BX2810'CONICAL TOP AND A BALL AT ITS APEX TO WHICH OBSERVATIONS WERE
 BX2810'MADE.  IT IS SUPPORTED BY A FOUR-LEGGED STEEL FRAMEWORK.
 BX2810'TANK AND LEGS ARE PAINTED BLACK AND THE OVERALL HEIGHT IS
 BX2810'137 FEET.
 BX2810'
 BX2810'THIS IS AN INTERSECTION STATION.
 BX2810
 BX2810                          STATION RECOVERY (1943)
 BX2810
 BX2810'RECOVERY NOTE BY US ENGINEERS 1943
 BX2810'THE TANK IS STILL STANDING.
 BX2810
 BX2810                          STATION RECOVERY (1969)
 BX2810
 BX2810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2810'THE BALL AT THE TOP CENTER OF THE NATCHITOCHES, AMERICAN COMPRESS
 BX2810'COMPANY WATER TANK, LOCATED AT THE SOUTH SIDE OF NATCHITOCHES AND
 BX2810'ON THE WEST SIDE OF STATE HIGHWAY 1.  THE TANK IS PAINTED SILVER
 BX2810'AND HAS AMERICAN COMPRESS WAREHOUSE PAINTED IN BLACK ON THE
 BX2810'SOUTHEAST SIDE OF THE TANK.  IT IS SUPPORTED BY A FOUR-LEGGED STEEL
 BX2810'STRUCTURE AND IS 90 FEET HIGH.
 BX2810
 BX2810                          STATION RECOVERY (1995)
 BX2810
 BX2810'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1898 ***********************************************************************
 BX1898  DESIGNATION -  NATCHITOCHES AZ MK
 BX1898  PID         -  BX1898
 BX1898  STATE/COUNTY-  LA/NATCHITOCHES
 BX1898  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX1898
 BX1898                         *CURRENT SURVEY CONTROL
 BX1898  ___________________________________________________________________
 BX1898* NAD 83(1986)-  31 44 10.     (N)    093 05 26.     (W)     SCALED    
 BX1898* NAVD 88     -        35.39   (+/-2cm)     116.1    (feet)  VERTCON   
 BX1898  ___________________________________________________________________
 BX1898  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1898
 BX1898  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1898
 BX1898.The horizontal coordinates were scaled from a topographic map and have
 BX1898.an estimated accuracy of +/- 6 seconds.
 BX1898
 BX1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1898.The vertical order pertains to the NGVD 29 superseded value.
 BX1898
 BX1898.The geoid height was determined by GEOID03.
 BX1898
 BX1898;                    North         East    Units  Estimated Accuracy
 BX1898;SPC LA N     -   137,210.      944,040.      MT  (+/- 180 meters Scaled)
 BX1898
 BX1898                          SUPERSEDED SURVEY CONTROL
 BX1898
 BX1898  NGVD 29 (??/??/??)   35.429  (m)          116.24   (f) ADJUSTED    2 1
 BX1898
 BX1898.Superseded values are not recommended for survey control.
 BX1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1898.See file dsdata.txt to determine how the superseded data were derived.
 BX1898
 BX1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR914111(NAD 83)
 BX1898_MARKER: DZ = AZIMUTH MARK DISK
 BX1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1898_SP_SET: CONCRETE POST
 BX1898_STAMPING: NATCHITOCHES 1941
 BX1898_MARK LOGO: CGS   
 BX1898_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1898+STABILITY: SURFACE MOTION
 BX1898
 BX1898  HISTORY     - Date     Condition        Report By
 BX1898  HISTORY     - 1941     MONUMENTED       CGS
 BX1898  HISTORY     - 1973     GOOD             LADTD
 BX1898  HISTORY     - 19861231 GOOD             LADTD
 BX1898  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1898  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1898  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BX1898
 BX1898                          STATION DESCRIPTION
 BX1898
 BX1898'DESCRIBED BY LA TRANSP AND DEV 1973
 BX1898'3.05 MI S FROM NATCHITOCHES.
 BX1898'THIS MARK IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF
 BX1898'NATCHITOCHES.  1.4 MILES SOUTH OF B.M. NATCHITOCHES NO. 1.  0.5 MILES
 BX1898'WEST OF LOUISIANA HIGHWAY 1223 MILL STREET.  0.2 MILES SOUTHEAST OF
 BX1898'THE AIRPORT AND OFFICE BUILDING.  36 FEET SOUTH OF THE EXTENDED CENTER
 BX1898'LINE OF A GRAVEL ROAD LEADING TO THE AIRPORT.  24 FEET WEST OF A DIRT
 BX1898'ROAD LEADING TO A FRAME HOUSE.  12 FEET EAST OF A BARBED FENCE. 3 FEET
 BX1898'EAST OF A POWER POLE AND TELEPHONE PEDESTAL.  SET IN THE TOP OF A 12 X
 BX1898'12 INCH CONCRETE BLOCK FLUSH WITH THE GROUND.
 BX1898
 BX1898                          STATION RECOVERY (1986)
 BX1898
 BX1898'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BX1898'ABOUT 0.88 KM (0.55 MI) SOUTH ALONG STATE HIGHWAY 1223 FROM THE
 BX1898'INTERSECTION OF STATE HIGHWAYS 1, 6 AND 1223 IN THE SOUTHEAST PART OF
 BX1898'NATCHITOCHES TO THE JUNCTION OF HIGHWAY 1223 AND AIRPORT ROAD, THENCE
 BX1898'WEST (RIGHT) ON AIRPORT TOAD FOR 0.72 KM (0.45 MI) TO THE MARK ON THE
 BX1898'LEFT AT A GAS METER AND A TELEPHONE JUNCTION BOX AND SET ON THE SOUTH
 BX1898'SIDE OF A DIRT ROAD LEADING TO A WOOD FRAME HOUSE AND 0.32 KM (0.20
 BX1898'MI) SOUTHEAST OF THE AIRPORT OFFICE BUILDING, 42.7 METERS (140.1 FT)
 BX1898'EAST-SOUTHEAST OF THE EAST IND OF A 12-INCH CONCRETE CULVERT, 28
 BX1898'METERS (91.9 FT) SOUTHWEST OF A TELEPHONE POLE WITH A SECURITY LIGHT,
 BX1898'15.5 METERS (50.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF AIRPORT ROAD,
 BX1898'0.9 METERS (3.0 FT) NORTHEAST OF A GAS METER AND 0.3 METERS (1.0 FT)
 BX1898'WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX.
 BX1898
 BX1898                          STATION RECOVERY (1995)
 BX1898
 BX1898'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1898'MARK NOT FOUND.
 BX1898
 BX1898                          STATION RECOVERY (2001)
 BX1898
 BX1898'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BX1898'MARK NOT FOUND.
 BX1898
 BX1898                          STATION RECOVERY (2004)
 BX1898
 BX1898'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX1898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2795 ***********************************************************************
 BX2795  DESIGNATION -  NATCHITOCHES KELLEY WEBER TANK
 BX2795  PID         -  BX2795
 BX2795  STATE/COUNTY-  LA/NATCHITOCHES
 BX2795  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2795
 BX2795                         *CURRENT SURVEY CONTROL
 BX2795  ___________________________________________________________________
 BX2795* NAD 83(1992)-  31 45 09.09776(N)    093 05 29.22773(W)     ADJUSTED  
 BX2795* NAVD 88     -                                                        
 BX2795  ___________________________________________________________________
 BX2795  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BX2795  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2795
 BX2795  HORZ ORDER  -  THIRD
 BX2795
 BX2795.The horizontal coordinates were established by classical geodetic methods
 BX2795.and adjusted by the National Geodetic Survey in January 1993..
 BX2795
 BX2795
 BX2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2795
 BX2795.The geoid height was determined by GEOID03.
 BX2795
 BX2795;                    North         East     Units Scale Factor Converg.
 BX2795;SPC LA N     -   139,026.702   943,967.063   MT  0.99991887   -0 18 45.7
 BX2795;SPC LA N     -   456,123.44  3,096,998.61   sFT  0.99991887   -0 18 45.7
 BX2795;UTM  15      - 3,513,009.368   491,338.734   MT  0.99960093   -0 02 53.3
 BX2795
 BX2795                          SUPERSEDED SURVEY CONTROL
 BX2795
 BX2795  NAD 83(1986)-  31 45 09.11420(N)    093 05 29.22163(W) AD(       ) 4
 BX2795  NAD 27      -  31 45 08.52300(N)    093 05 28.63200(W) AD(       ) 3
 BX2795
 BX2795.Superseded values are not recommended for survey control.
 BX2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2795.See file dsdata.txt to determine how the superseded data were derived.
 BX2795
 BX2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9133913009(NAD 83)
 BX2795_MARKER: 53 = ELEVATED TANK
 BX2795
 BX2795  HISTORY     - Date     Condition        Report By
 BX2795  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2795  HISTORY     - 19950506 GOOD             USPSQD
 BX2795  HISTORY     - 20010922 GOOD             USPSQD
 BX2795  HISTORY     - 20040222 GOOD             USPSQD
 BX2795
 BX2795                          STATION DESCRIPTION
 BX2795
 BX2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2795'STATION IS IN THE S PART OF THE CITY OF NATCHITOCHES ON THE
 BX2795'PROPERTY OF KELLEY, WEBER AND COMPANY, 400 NORMAL AVENUE,
 BX2795'NATCHITOCHES, LOUISIANA.  THE TANK IS ABOUT 70 FEET HIGH,
 BX2795'IS PAINTED BLACK, HAS A CONICAL TOP WITH A BALL AT THE APEX
 BX2795'AND IS SUPPORTED BY A FOUR-LEGGED STEEL TRUSSWORK.
 BX2795'
 BX2795'THIS IS AN INTERSECTION STATION.
 BX2795
 BX2795                          STATION RECOVERY (1995)
 BX2795
 BX2795'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2795'RECOVERED IN GOOD CONDITION.
 BX2795
 BX2795                          STATION RECOVERY (2001)
 BX2795
 BX2795'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX2795'RECOVERED IN GOOD CONDITION.
 BX2795
 BX2795                          STATION RECOVERY (2004)
 BX2795
 BX2795'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX2795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2816 ***********************************************************************
 BX2816  DESIGNATION -  NATCHITOCHES LOOKOUT TOWER
 BX2816  PID         -  BX2816
 BX2816  STATE/COUNTY-  LA/NATCHITOCHES
 BX2816  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2816
 BX2816                         *CURRENT SURVEY CONTROL
 BX2816  ___________________________________________________________________
 BX2816* NAD 83(1992)-  31 44 51.25732(N)    093 06 55.89047(W)     ADJUSTED  
 BX2816* NAVD 88     -                                                        
 BX2816  ___________________________________________________________________
 BX2816  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BX2816  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2816
 BX2816  HORZ ORDER  -  THIRD
 BX2816
 BX2816.The horizontal coordinates were established by classical geodetic methods
 BX2816.and adjusted by the National Geodetic Survey in January 1993..
 BX2816
 BX2816
 BX2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2816
 BX2816.The geoid height was determined by GEOID03.
 BX2816
 BX2816;                    North         East     Units Scale Factor Converg.
 BX2816;SPC LA N     -   138,489.958   941,683.343   MT  0.99991913   -0 19 31.5
 BX2816;SPC LA N     -   454,362.47  3,089,506.10   sFT  0.99991913   -0 19 31.5
 BX2816;UTM  15      - 3,512,462.257   489,058.241   MT  0.99960148   -0 03 38.8
 BX2816
 BX2816                          SUPERSEDED SURVEY CONTROL
 BX2816
 BX2816  NAD 83(1986)-  31 44 51.27397(N)    093 06 55.88380(W) AD(       ) 4
 BX2816  NAD 27      -  31 44 50.68141(N)    093 06 55.29233(W) AD(       ) 3
 BX2816
 BX2816.Superseded values are not recommended for survey control.
 BX2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2816.See file dsdata.txt to determine how the superseded data were derived.
 BX2816
 BX2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8905812462(NAD 83)
 BX2816_MARKER: 57 = LOOKOUT TOWER
 BX2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2816+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001
 BX2816
 BX2816  HISTORY     - Date     Condition        Report By
 BX2816  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2816  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2816  HISTORY     - 19970816 GOOD             USPSQD
 BX2816  HISTORY     - 20010922 GOOD             USPSQD
 BX2816  HISTORY     - 20040222 GOOD             USPSQD
 BX2816
 BX2816                          STATION DESCRIPTION
 BX2816
 BX2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2816'THE TOP CENTER OF THE ROOF ON A SMALL METAL BUILDING OF THE
 BX2816'NATCHITOCHES LOOKOUT TOWER, SILVER IN COLOR AND SUPPORTED BY
 BX2816'A FOUR-LEGGED STEEL STRUCTURE THAT HAS AN OVER-ALL HEIGHT OF
 BX2816'110 FEET.  IT IS 2 MILES WEST-SOUTHWEST OF NATCHITOCHES AND
 BX2816'ON THE SOUTH SIDE OF SIBLEY LAKE.
 BX2816
 BX2816                          STATION RECOVERY (1995)
 BX2816
 BX2816'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2816'MARK NOT FOUND.
 BX2816
 BX2816                          STATION RECOVERY (1997)
 BX2816
 BX2816'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2816'RECOVERED IN GOOD CONDITION.
 BX2816
 BX2816                          STATION RECOVERY (2001)
 BX2816
 BX2816'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BX2816'RECOVERED IN GOOD CONDITION.
 BX2816
 BX2816                          STATION RECOVERY (2004)
 BX2816
 BX2816'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX2816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2815 ***********************************************************************
 BX2815  DESIGNATION -  NATCHITOCHES MUN APT BCN
 BX2815  PID         -  BX2815
 BX2815  STATE/COUNTY-  LA/NATCHITOCHES
 BX2815  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2815
 BX2815                         *CURRENT SURVEY CONTROL
 BX2815  ___________________________________________________________________
 BX2815* NAD 83(1992)-  31 44 05.45686(N)    093 05 39.70712(W)     ADJUSTED  
 BX2815* NAVD 88     -                                                        
 BX2815  ___________________________________________________________________
 BX2815  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BX2815  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2815
 BX2815  HORZ ORDER  -  THIRD
 BX2815
 BX2815.This mark is at Natchitoches Airport (IER)
 BX2815
 BX2815.The horizontal coordinates were established by classical geodetic methods
 BX2815.and adjusted by the National Geodetic Survey in January 1993..
 BX2815
 BX2815
 BX2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2815
 BX2815.The geoid height was determined by GEOID03.
 BX2815
 BX2815;                    North         East     Units Scale Factor Converg.
 BX2815;SPC LA N     -   137,068.217   943,680.540   MT  0.99991981   -0 18 51.3
 BX2815;SPC LA N     -   449,697.98  3,096,058.57   sFT  0.99991981   -0 18 51.3
 BX2815;UTM  15      - 3,511,050.205   491,061.346   MT  0.99960099   -0 02 58.7
 BX2815
 BX2815                          SUPERSEDED SURVEY CONTROL
 BX2815
 BX2815  NAD 83(1986)-  31 44 05.47377(N)    093 05 39.70038(W) AD(       ) 4
 BX2815  NAD 27      -  31 44 04.88284(N)    093 05 39.10620(W) AD(       ) 3
 BX2815
 BX2815.Superseded values are not recommended for survey control.
 BX2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2815.See file dsdata.txt to determine how the superseded data were derived.
 BX2815
 BX2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9106111050(NAD 83)
 BX2815_MARKER: 21 = AIRPORT BEACON
 BX2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2815+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 BX2815
 BX2815  HISTORY     - Date     Condition        Report By
 BX2815  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2815  HISTORY     - 19950506 GOOD             USPSQD
 BX2815  HISTORY     - 20010922 GOOD             USPSQD
 BX2815  HISTORY     - 20040222 GOOD             USPSQD
 BX2815
 BX2815                          STATION DESCRIPTION
 BX2815
 BX2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2815'THE CENTER OF THE REVOLVING LIGHT AT THE TOP OF THE
 BX2815'NATCHITOCHES MUNICIPAL AIRPORT BEACON TOWER, LOCATED AT THE
 BX2815'SOUTHWEST EDGE OF NATCHITOCHES AND 0.1 MILE NORTHWEST OF THE
 BX2815'LOUISIANA NATIONAL GUARD BUILDING.  THE LIGHT IS SUPPORTED BY
 BX2815'A FOUR-LEGGED STEEL STRUCTURE AND IS ABOUT 90 FEET HIGH.
 BX2815
 BX2815                          STATION RECOVERY (1995)
 BX2815
 BX2815'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2815'RECOVERED IN GOOD CONDITION.
 BX2815
 BX2815                          STATION RECOVERY (2001)
 BX2815
 BX2815'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BX2815'RECOVERED IN GOOD CONDITION.
 BX2815
 BX2815                          STATION RECOVERY (2004)
 BX2815
 BX2815'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX2815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2804 ***********************************************************************
 BX2804  DESIGNATION -  NATCHITOCHES MUN W TANK
 BX2804  PID         -  BX2804
 BX2804  STATE/COUNTY-  LA/NATCHITOCHES
 BX2804  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2804
 BX2804                         *CURRENT SURVEY CONTROL
 BX2804  ___________________________________________________________________
 BX2804* NAD 83(1992)-  31 45 30.77807(N)    093 05 44.21771(W)     ADJUSTED  
 BX2804* NAVD 88     -                                                        
 BX2804  ___________________________________________________________________
 BX2804  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BX2804  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2804
 BX2804  HORZ ORDER  -  THIRD
 BX2804
 BX2804.The horizontal coordinates were established by classical geodetic methods
 BX2804.and adjusted by the National Geodetic Survey in January 1993..
 BX2804
 BX2804
 BX2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2804
 BX2804.The geoid height was determined by GEOID03.
 BX2804
 BX2804;                    North         East     Units Scale Factor Converg.
 BX2804;SPC LA N     -   139,696.567   943,576.259   MT  0.99991858   -0 18 53.6
 BX2804;SPC LA N     -   458,321.15  3,095,716.44   sFT  0.99991858   -0 18 53.6
 BX2804;UTM  15      - 3,513,677.209   490,944.966   MT  0.99960101   -0 03 01.2
 BX2804
 BX2804                          SUPERSEDED SURVEY CONTROL
 BX2804
 BX2804  NAD 83(1986)-  31 45 30.79487(N)    093 05 44.21129(W) AD(       ) 4
 BX2804  NAD 27      -  31 45 30.20389(N)    093 05 43.62192(W) AD(       ) 3
 BX2804
 BX2804.Superseded values are not recommended for survey control.
 BX2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2804.See file dsdata.txt to determine how the superseded data were derived.
 BX2804
 BX2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9094513677(NAD 83)
 BX2804_MARKER: 53 = ELEVATED TANK
 BX2804
 BX2804  HISTORY     - Date     Condition        Report By
 BX2804  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2804  HISTORY     - 19950506 GOOD             USPSQD
 BX2804  HISTORY     - 20010922 GOOD             USPSQD
 BX2804  HISTORY     - 20040222 GOOD             USPSQD
 BX2804
 BX2804                          STATION DESCRIPTION
 BX2804
 BX2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2804'THE VENT AT THE TOP CENTER OF THE NATCHITOCHES MUNICIPAL
 BX2804'WATER TANK, LOCATED IN THE NORTHWEST PART OF NATCHITOCHES
 BX2804'AND IN THE NORTHEAST ANGLE OF LEE ST. AND AMULET ST.  THE
 BX2804'TANK IS OVAL SHAPED, PAINTED SILVER, SUPPORTED BY A SIX-LEGGED
 BX2804'TUBULAR STEEL STRUCTURE AND IS 110 FEET HIGH.
 BX2804
 BX2804                          STATION RECOVERY (1995)
 BX2804
 BX2804'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2804'RECOVERED IN GOOD CONDITION.
 BX2804
 BX2804                          STATION RECOVERY (2001)
 BX2804
 BX2804'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX2804'RECOVERED IN GOOD CONDITION.
 BX2804
 BX2804                          STATION RECOVERY (2004)
 BX2804
 BX2804'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX2804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2793 ***********************************************************************
 BX2793  DESIGNATION -  NATCHITOCHES MUNICIPAL TANK
 BX2793  PID         -  BX2793
 BX2793  STATE/COUNTY-  LA/NATCHITOCHES
 BX2793  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2793
 BX2793                         *CURRENT SURVEY CONTROL
 BX2793  ___________________________________________________________________
 BX2793* NAD 83(1992)-  31 45 40.81681(N)    093 05 21.64940(W)     ADJUSTED  
 BX2793* NAVD 88     -                                                        
 BX2793  ___________________________________________________________________
 BX2793  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BX2793  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2793
 BX2793  HORZ ORDER  -  THIRD
 BX2793
 BX2793.The horizontal coordinates were established by classical geodetic methods
 BX2793.and adjusted by the National Geodetic Survey in January 1993..
 BX2793
 BX2793
 BX2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2793
 BX2793.The geoid height was determined by GEOID03.
 BX2793
 BX2793;                    North         East     Units Scale Factor Converg.
 BX2793;SPC LA N     -   140,002.491   944,171.806   MT  0.99991844   -0 18 41.7
 BX2793;SPC LA N     -   459,324.84  3,097,670.33   sFT  0.99991844   -0 18 41.7
 BX2793;UTM  15      - 3,513,985.782   491,538.905   MT  0.99960088   -0 02 49.3
 BX2793
 BX2793                          SUPERSEDED SURVEY CONTROL
 BX2793
 BX2793  NAD 83(1986)-  31 45 40.83279(N)    093 05 21.64333(W) AD(       ) 4
 BX2793  NAD 27      -  31 45 40.24300(N)    093 05 21.05400(W) AD(       ) 3
 BX2793
 BX2793.Superseded values are not recommended for survey control.
 BX2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2793.See file dsdata.txt to determine how the superseded data were derived.
 BX2793
 BX2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9153913986(NAD 83)
 BX2793_MARKER: 53 = ELEVATED TANK
 BX2793
 BX2793  HISTORY     - Date     Condition        Report By
 BX2793  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2793  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2793
 BX2793                          STATION DESCRIPTION
 BX2793
 BX2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2793'THIS INTERSECTION STATION IS ON A HIGH KNOLL IN THE CENTER
 BX2793'OF THE CITY OF NATCHITOCHES ON CITY PROPERTY W OF THE COURTHOUSE,
 BX2793'ONE BLOCK S OF THE POST OFFICE, ON THE NW CORNER OF THE
 BX2793'INTERSECTION OF STATE HIGHWAY 20 AND THIRD STREET.
 BX2793'
 BX2793'THE TANK, BUILT ABOUT 1910, IS OF STEEL, PAINTED ALUMINUM.
 BX2793'IT HAS A KETTLE BOTTOM AND CONE TOP WITH A BALL AT THE APEX
 BX2793'TO WHICH OBSERVATIONS WERE MADE.  IT IS SUPPORTED BY A FOUR-LEGGED
 BX2793'STEEL TRUSSWORK AND IS ABOUT 150 FEET HIGH.
 BX2793
 BX2793                          STATION RECOVERY (1995)
 BX2793
 BX2793'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2811 ***********************************************************************
 BX2811  DESIGNATION -  NATCHITOCHES OIL MILL INC TANK
 BX2811  PID         -  BX2811
 BX2811  STATE/COUNTY-  LA/NATCHITOCHES
 BX2811  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2811
 BX2811                         *CURRENT SURVEY CONTROL
 BX2811  ___________________________________________________________________
 BX2811* NAD 83(1992)-  31 44 54.04726(N)    093 05 15.76744(W)     ADJUSTED  
 BX2811* NAVD 88     -                                                        
 BX2811  ___________________________________________________________________
 BX2811  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BX2811  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2811
 BX2811  HORZ ORDER  -  THIRD
 BX2811
 BX2811.The horizontal coordinates were established by classical geodetic methods
 BX2811.and adjusted by the National Geodetic Survey in January 1993..
 BX2811
 BX2811
 BX2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2811
 BX2811.The geoid height was determined by GEOID03.
 BX2811
 BX2811;                    North         East     Units Scale Factor Converg.
 BX2811;SPC LA N     -   138,561.254   944,318.768   MT  0.99991909   -0 18 38.6
 BX2811;SPC LA N     -   454,596.38  3,098,152.49   sFT  0.99991909   -0 18 38.6
 BX2811;UTM  15      - 3,512,545.696   491,692.471   MT  0.99960085   -0 02 46.2
 BX2811
 BX2811                          SUPERSEDED SURVEY CONTROL
 BX2811
 BX2811  NAD 83(1986)-  31 44 54.06415(N)    093 05 15.76086(W) AD(       ) 4
 BX2811  NAD 27      -  31 44 53.47400(N)    093 05 15.17200(W) AD(       ) 3
 BX2811
 BX2811.Superseded values are not recommended for survey control.
 BX2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2811.See file dsdata.txt to determine how the superseded data were derived.
 BX2811
 BX2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9169212546(NAD 83)
 BX2811_MARKER: 53 = ELEVATED TANK
 BX2811
 BX2811  HISTORY     - Date     Condition        Report By
 BX2811  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2811  HISTORY     - 1943     GOOD             USE
 BX2811  HISTORY     - 19950506 GOOD             USPSQD
 BX2811  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2811  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BX2811
 BX2811                          STATION DESCRIPTION
 BX2811
 BX2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2811'THIS INTERSECTION STATION IS IN THE SE PART OF THE CITY OF
 BX2811'NATCHITOCHES ON THE PROPERTY OF THE NATCHITOCHES OIL MILL
 BX2811'INCORPORATED, 54 FEET E OF THE CENTER OF MAIN TRACK OF THE
 BX2811'TEXAS AND PACIFIC RAILROAD AND ABOUT 180 FEET W OF THE N-S
 BX2811'GRAVEL ROAD THAT PARALLELS THE CANE RIVER BANK.  THE TANK
 BX2811'IS OF STEEL WITH CONICAL TOP WITH A BALL AT THE APEX TO WHICH
 BX2811'OBSERVATIONS WERE MADE.  IT IS ABOUT 130 FEET HIGH.  BOTH
 BX2811'THE SUPPORTING FOUR-LEGGED STEEL FRAMEWORK AND THE TANK ARE
 BX2811'PAINTED ALUMINUM.
 BX2811
 BX2811                          STATION RECOVERY (1943)
 BX2811
 BX2811'RECOVERY NOTE BY US ENGINEERS 1943
 BX2811'THE TANK IS STILL STANDING.
 BX2811
 BX2811                          STATION RECOVERY (1995)
 BX2811
 BX2811'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2811'RECOVERED IN GOOD CONDITION.
 BX2811
 BX2811                          STATION RECOVERY (2001)
 BX2811
 BX2811'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BX2811'MARK NOT FOUND.
 BX2811
 BX2811                          STATION RECOVERY (2004)
 BX2811
 BX2811'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX2811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1897 ***********************************************************************
 BX1897  DESIGNATION -  NATCHITOCHES RM 1
 BX1897  PID         -  BX1897
 BX1897  STATE/COUNTY-  LA/NATCHITOCHES
 BX1897  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX1897
 BX1897                         *CURRENT SURVEY CONTROL
 BX1897  ___________________________________________________________________
 BX1897* NAD 83(1986)-  31 44 53.     (N)    093 05 48.     (W)     SCALED    
 BX1897* NAVD 88     -        41.74   (+/-2cm)     136.9    (feet)  VERTCON   
 BX1897  ___________________________________________________________________
 BX1897  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1897
 BX1897  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1897
 BX1897.The horizontal coordinates were scaled from a topographic map and have
 BX1897.an estimated accuracy of +/- 6 seconds.
 BX1897
 BX1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1897.The vertical order pertains to the NGVD 29 superseded value.
 BX1897
 BX1897.The geoid height was determined by GEOID03.
 BX1897
 BX1897;                    North         East    Units  Estimated Accuracy
 BX1897;SPC LA N     -   138,530.      943,470.      MT  (+/- 180 meters Scaled)
 BX1897
 BX1897                          SUPERSEDED SURVEY CONTROL
 BX1897
 BX1897  NGVD 29 (??/??/??)   41.781  (m)          137.08   (f) ADJUSTED    2 1
 BX1897
 BX1897.Superseded values are not recommended for survey control.
 BX1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1897.See file dsdata.txt to determine how the superseded data were derived.
 BX1897
 BX1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR908125(NAD 83)
 BX1897_MARKER: DR = REFERENCE MARK DISK
 BX1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1897_SP_SET: CONCRETE BLOCK
 BX1897_STAMPING: NATCHITOCHES NO. 1 (1941)
 BX1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1897
 BX1897  HISTORY     - Date     Condition        Report By
 BX1897  HISTORY     - 1941     MONUMENTED       CGS
 BX1897  HISTORY     - 1973     GOOD             LADTD
 BX1897  HISTORY     - 19950506 GOOD             USPSQD
 BX1897  HISTORY     - 19970816 GOOD             USPSQD
 BX1897  HISTORY     - 20010922 GOOD             USPSQD
 BX1897  HISTORY     - 20040222 GOOD             USPSQD
 BX1897
 BX1897                          STATION DESCRIPTION
 BX1897
 BX1897'DESCRIBED BY LA TRANSP AND DEV 1973
 BX1897'1.65 MI S FROM NATCHITOCHES.
 BX1897'THIS MARK IS LOCATED 1.65 MILES SOUTH OF THE POST OFFICE AT
 BX1897'NATCHITOCHES.  ALONG SAM SIBLEY DRIVE ON THE NORTHWESTERN STATE
 BX1897'COLLEGE CAMPUS.  FROM THE ENTRANCE TO THE COLLEGE.  39 FEET SOUTH OF
 BX1897'CENTER OF SAM SIBLEY DRIVE.  3 FEET SOUTH OF SOUTH EDGE OF A CONCRETE
 BX1897'SIDEWALK.  7.5 FEET WEST OF A 20 INCH PINE TREE.  69 FEET NORTHWEST OF
 BX1897'ENTRANCE TO THE OLD MENS GYMNASIUM.  19 FEET WEST OF A UPRIGHT
 BX1897'CONCRETE LIGHT POLE.  81 FEET NORTHEAST OF STATION NATCHITOCHES 1941.
 BX1897'SET IN THE TOP OF A 12 X 12 INCH CONCRETE BLOCK FLUSH WITH THE GROUND.
 BX1897
 BX1897                          STATION RECOVERY (1995)
 BX1897
 BX1897'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1897'RECOVERED IN GOOD CONDITION.
 BX1897
 BX1897                          STATION RECOVERY (1997)
 BX1897
 BX1897'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX1897'RECOVERED IN GOOD CONDITION.
 BX1897
 BX1897                          STATION RECOVERY (2001)
 BX1897
 BX1897'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BX1897'RECOVERED IN GOOD CONDITION.
 BX1897
 BX1897                          STATION RECOVERY (2004)
 BX1897
 BX1897'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2803 ***********************************************************************
 BX2803  DESIGNATION -  NATCHITOCHES S CEN BELL MW KLW
 BX2803  PID         -  BX2803
 BX2803  STATE/COUNTY-  LA/NATCHITOCHES
 BX2803  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2803
 BX2803                         *CURRENT SURVEY CONTROL
 BX2803  ___________________________________________________________________
 BX2803* NAD 83(1992)-  31 45 37.55426(N)    093 05 27.43803(W)     ADJUSTED  
 BX2803* NAVD 88     -                                                        
 BX2803  ___________________________________________________________________
 BX2803  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BX2803  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2803
 BX2803  HORZ ORDER  -  THIRD
 BX2803
 BX2803.The horizontal coordinates were established by classical geodetic methods
 BX2803.and adjusted by the National Geodetic Survey in January 1993..
 BX2803
 BX2803
 BX2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2803
 BX2803.The geoid height was determined by GEOID03.
 BX2803
 BX2803;                    North         East     Units Scale Factor Converg.
 BX2803;SPC LA N     -   139,902.841   944,018.940   MT  0.99991849   -0 18 44.8
 BX2803;SPC LA N     -   458,997.90  3,097,168.81   sFT  0.99991849   -0 18 44.8
 BX2803;UTM  15      - 3,513,885.459   491,386.549   MT  0.99960091   -0 02 52.4
 BX2803
 BX2803                          SUPERSEDED SURVEY CONTROL
 BX2803
 BX2803  NAD 83(1986)-  31 45 37.57111(N)    093 05 27.43168(W) AD(       ) 4
 BX2803  NAD 27      -  31 45 36.98354(N)    093 05 26.84073(W) AD(       ) 3
 BX2803
 BX2803.Superseded values are not recommended for survey control.
 BX2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2803.See file dsdata.txt to determine how the superseded data were derived.
 BX2803
 BX2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9138713885(NAD 83)
 BX2803_MARKER: 45 = MICROWAVE TOWER
 BX2803
 BX2803  HISTORY     - Date     Condition        Report By
 BX2803  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2803  HISTORY     - 19950506 GOOD             USPSQD
 BX2803  HISTORY     - 20010922 GOOD             USPSQD
 BX2803  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BX2803
 BX2803                          STATION DESCRIPTION
 BX2803
 BX2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2803'THE RED LIGHT ON THE TOP OF THE SOUTH CENTRAL BELL TELEPHONE
 BX2803'AND TELEGRAPH COMPANY MICROWAVE TOWER.  IS IT A STRUCTURAL
 BX2803'STEEL TOWER, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, HAS
 BX2803'LARGE REFLECTORS AT THE TOP NORTHWEST AND SOUTHEAST CORNERS
 BX2803'OF THE TOWER AND THE OVER-ALL HEIGHT IS 275 FEET.  IT IS
 BX2803'LOCATED IN THE NORTH PART OF THE CITY OF NATCHITOCHES AND IN
 BX2803'THE NORTHWEST ANGLE OF TOULINE ST. AND 5TH ST.
 BX2803
 BX2803                          STATION RECOVERY (1995)
 BX2803
 BX2803'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2803'RECOVERED IN GOOD CONDITION.
 BX2803
 BX2803                          STATION RECOVERY (2001)
 BX2803
 BX2803'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2803'RECOVERED IN GOOD CONDITION.
 BX2803
 BX2803                          STATION RECOVERY (2004)
 BX2803
 BX2803'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX2803'TOWER HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2794 ***********************************************************************
 BX2794  DESIGNATION -  NATCHITOCHES ST NORMAL COLL TK
 BX2794  PID         -  BX2794
 BX2794  STATE/COUNTY-  LA/NATCHITOCHES
 BX2794  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2794
 BX2794                         *CURRENT SURVEY CONTROL
 BX2794  ___________________________________________________________________
 BX2794* NAD 83(1992)-  31 45 01.52119(N)    093 05 49.43477(W)     ADJUSTED  
 BX2794* NAVD 88     -                                                        
 BX2794  ___________________________________________________________________
 BX2794  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BX2794  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2794
 BX2794  HORZ ORDER  -  THIRD
 BX2794
 BX2794.The horizontal coordinates were established by classical geodetic methods
 BX2794.and adjusted by the National Geodetic Survey in January 1993..
 BX2794
 BX2794
 BX2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2794
 BX2794.The geoid height was determined by GEOID03.
 BX2794
 BX2794;                    North         East     Units Scale Factor Converg.
 BX2794;SPC LA N     -   138,796.277   943,434.013   MT  0.99991898   -0 18 56.4
 BX2794;SPC LA N     -   455,367.45  3,095,249.76   sFT  0.99991898   -0 18 56.4
 BX2794;UTM  15      - 3,512,776.558   490,806.922   MT  0.99960104   -0 03 03.9
 BX2794
 BX2794                          SUPERSEDED SURVEY CONTROL
 BX2794
 BX2794  NAD 83(1986)-  31 45 01.53727(N)    093 05 49.42750(W) AD(       ) 4
 BX2794  NAD 27      -  31 45 00.94700(N)    093 05 48.83600(W) AD(       ) 3
 BX2794
 BX2794.Superseded values are not recommended for survey control.
 BX2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2794.See file dsdata.txt to determine how the superseded data were derived.
 BX2794
 BX2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9080712777(NAD 83)
 BX2794_MARKER: 53 = ELEVATED TANK
 BX2794
 BX2794  HISTORY     - Date     Condition        Report By
 BX2794  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2794  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2794  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 BX2794
 BX2794                          STATION DESCRIPTION
 BX2794
 BX2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2794'THIS INTERSECTION STATION IS IN THE SOUTHERN PART OF THE
 BX2794'CITY OF NATCHITOCHES ON THE CAMPUS OF THE LOUISIANA STATE
 BX2794'NORMAL COLLEGE JUST S OF THE NATCHITOCHES HIGH SCHOOL BUILDING
 BX2794'AND ABOUT 150 YARDS SW OF THE NATATORIAL BUILDING.  BUILT
 BX2794'IN 1940, THE TANK IS OF STEEL, PAINTED ALUMINUM WITH A LARGE
 BX2794'N ILLUMINATED ELECTRICALLY AT NIGHT ON ITS SIDE AND A RED
 BX2794'LIGHT AT THE APEX OF ITS CONICAL TOP TO WHICH THE OBSERVATIONS
 BX2794'WERE MADE.  IT IS SUPPORTED BY A FOUR-LEGGED STEEL TRUSSWORK
 BX2794'AND IS 156 FEET HIGH.
 BX2794
 BX2794                          STATION RECOVERY (1995)
 BX2794
 BX2794'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2794'MARK NOT FOUND.
 BX2794
 BX2794                          STATION RECOVERY (1997)
 BX2794
 BX2794'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2812 ***********************************************************************
 BX2812  DESIGNATION -  NATCHITOCHES ST NORM COLL STK
 BX2812  PID         -  BX2812
 BX2812  STATE/COUNTY-  LA/NATCHITOCHES
 BX2812  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2812
 BX2812                         *CURRENT SURVEY CONTROL
 BX2812  ___________________________________________________________________
 BX2812* NAD 83(1992)-  31 45 00.43280(N)    093 05 36.74342(W)     ADJUSTED  
 BX2812* NAVD 88     -                                                        
 BX2812  ___________________________________________________________________
 BX2812  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BX2812  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2812
 BX2812  HORZ ORDER  -  THIRD
 BX2812
 BX2812.The horizontal coordinates were established by classical geodetic methods
 BX2812.and adjusted by the National Geodetic Survey in January 1993..
 BX2812
 BX2812
 BX2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2812
 BX2812.The geoid height was determined by GEOID03.
 BX2812
 BX2812;                    North         East     Units Scale Factor Converg.
 BX2812;SPC LA N     -   138,760.922   943,767.820   MT  0.99991899   -0 18 49.7
 BX2812;SPC LA N     -   455,251.46  3,096,344.92   sFT  0.99991899   -0 18 49.7
 BX2812;UTM  15      - 3,512,742.756   491,140.783   MT  0.99960097   -0 02 57.2
 BX2812
 BX2812                          SUPERSEDED SURVEY CONTROL
 BX2812
 BX2812  NAD 83(1986)-  31 45 00.44941(N)    093 05 36.73715(W) AD(       ) 4
 BX2812  NAD 27      -  31 44 59.86000(N)    093 05 36.14600(W) AD(       ) 3
 BX2812
 BX2812.Superseded values are not recommended for survey control.
 BX2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2812.See file dsdata.txt to determine how the superseded data were derived.
 BX2812
 BX2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9114112743(NAD 83)
 BX2812_MARKER: 63 = STACK
 BX2812
 BX2812  HISTORY     - Date     Condition        Report By
 BX2812  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2812  HISTORY     - 1943     GOOD             USE
 BX2812  HISTORY     - 19950506 GOOD             USPSQD
 BX2812  HISTORY     - 19970816 GOOD             USPSQD
 BX2812  HISTORY     - 20010922 GOOD             USPSQD
 BX2812  HISTORY     - 20040222 GOOD             USPSQD
 BX2812
 BX2812                          STATION DESCRIPTION
 BX2812
 BX2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2812'THIS INTERSECTION STATION IS THE 140-FOOT RED BRICK STACK
 BX2812'CONSTRUCTED IN 1939 LOCATED NEAR THE POWER PLANT ON THE CAMPUS
 BX2812'OF THE LOUISIANA STATE NORMAL COLLEGE LOCATED IN THE S END
 BX2812'OF THE CITY OF NATCHITOCHES.
 BX2812
 BX2812                          STATION RECOVERY (1943)
 BX2812
 BX2812'RECOVERY NOTE BY US ENGINEERS 1943
 BX2812'THE STACK IS STILL STANDING.
 BX2812
 BX2812                          STATION RECOVERY (1995)
 BX2812
 BX2812'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2812'RECOVERED IN GOOD CONDITION.
 BX2812
 BX2812                          STATION RECOVERY (1997)
 BX2812
 BX2812'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2812'RECOVERED IN GOOD CONDITION.
 BX2812
 BX2812                          STATION RECOVERY (2001)
 BX2812
 BX2812'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX2812'RECOVERED IN GOOD CONDITION.
 BX2812
 BX2812                          STATION RECOVERY (2004)
 BX2812
 BX2812'RECOVERY NOTE BY US POWER SQUADRON 2004 (WRH)
 BX2812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5331 ***********************************************************************
 BJ5331  DESIGNATION -  NAV REF
 BJ5331  PID         -  BJ5331
 BJ5331  STATE/COUNTY-  LA/LAFAYETTE
 BJ5331  USGS QUAD   -  BROUSSARD (1983)
 BJ5331
 BJ5331                         *CURRENT SURVEY CONTROL
 BJ5331  ___________________________________________________________________
 BJ5331* NAD 83(1992)-  30 12 25.65857(N)    091 59 40.11079(W)     ADJUSTED  
 BJ5331* NAVD 88     -        12.03   (+/-2cm)      39.5  **(feet)  VERTCON   
 BJ5331  **This station is located in a subsidence area (see below).
 BJ5331  ___________________________________________________________________
 BJ5331  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ5331  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ5331
 BJ5331  HORZ ORDER  -  THIRD
 BJ5331  VERT ORDER  -  THIRD ? (See Below)
 BJ5331
 BJ5331.This mark is at Lafayette Airport (LFT)
 BJ5331
 BJ5331.The horizontal coordinates were established by classical geodetic methods
 BJ5331.and adjusted by the National Geodetic Survey in January 1993..
 BJ5331
 BJ5331 ** The orthometric height has not been validated since last determined
 BJ5331 ** by differential leveling and should not be used for control purposes.
 BJ5331 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5331 ** area with valid NAVD 88 orthometric heights.
 BJ5331 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5331 ** epoch indicated which incorporates improved geoid heights for the
 BJ5331 ** Southern Louisiana Subsidence area.
 BJ5331 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5331.The vertical order pertains to the NGVD 29 superseded value.
 BJ5331
 BJ5331.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5331
 BJ5331.The geoid height was determined by GEOID03.
 BJ5331
 BJ5331;                    North         East     Units Scale Factor Converg.
 BJ5331;SPC LA S     -   189,409.326   936,346.437   MT  0.99993220   -0 19 50.1
 BJ5331;SPC LA S     -   621,420.43  3,071,996.60   sFT  0.99993220   -0 19 50.1
 BJ5331;UTM  15      - 3,342,164.410   596,780.981   MT  0.99971555   +0 30 21.4
 BJ5331
 BJ5331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5331!SPC LA S     -   1.00000240  x   0.99993220  =   0.99993460
 BJ5331!UTM  15      -   1.00000240  x   0.99971555  =   0.99971795
 BJ5331
 BJ5331:                Primary Azimuth Mark                     Grid Az
 BJ5331:SPC LA S     -  STEP 2                                   131 57 08.1
 BJ5331:UTM  15      -  STEP 2                                   131 06 56.6
 BJ5331
 BJ5331|---------------------------------------------------------------------|
 BJ5331| PID    Reference Object                     Distance      Geod. Az  |
 BJ5331|                                                           dddmmss.s |
 BJ5331| BJ5307 STEP 2                              430.369 METERS 1313718.0 |
 BJ5331| BJ2117 28 A 014                            321.125 METERS 30058     |
 BJ5331|---------------------------------------------------------------------|
 BJ5331
 BJ5331                          SUPERSEDED SURVEY CONTROL
 BJ5331
 BJ5331  NAD 83(1986)-  30 12 25.67847(N)    091 59 40.10502(W) AD(       ) 3
 BJ5331  NGVD 29 (11/12/93)   12.03   (m)           39.5    (f) LEVELING    3  
 BJ5331
 BJ5331.Superseded values are not recommended for survey control.
 BJ5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5331.See file dsdata.txt to determine how the superseded data were derived.
 BJ5331
 BJ5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9678142164(NAD 83)
 BJ5331_MARKER: DS = TRIANGULATION STATION DISK
 BJ5331_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ5331_SP_SET: TAXIWAY
 BJ5331_STAMPING: NAV REF 1985
 BJ5331_MARK LOGO: NGS   
 BJ5331_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5331+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 BJ5331
 BJ5331  HISTORY     - Date     Condition        Report By
 BJ5331  HISTORY     - 1985     MONUMENTED       NGS
 BJ5331  HISTORY     - 19921102 GOOD
 BJ5331  HISTORY     - 19930615 GOOD             NGS
 BJ5331
 BJ5331                          STATION DESCRIPTION
 BJ5331
 BJ5331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BJ5331'THE STATION IS LOCATED AT THE LAFAYETTE REGIONAL AIRPORT ABOUT 100 FT
 BJ5331'(30.5 M) EAST OF RUNWAY END 10 AT TAXIWAY D.
 BJ5331'TO REACH THE STATION CONTACT THE AIRPORT MANAGER IN THE AIRPORT
 BJ5331'TERMINAL FOR PERMISSION AND INSTRUCTIONS FOR ACCESSING THE CONTROLLED
 BJ5331'AREAS OF THE AIRPORT.
 BJ5331'THE STATION IS A STANDARD NGS TRIANGULATION DISK STAMPED ---NAV REF
 BJ5331'1985--- AND SET IN A DRILL HOLE IN THE TAXIWAY AND FLUSH WITH THE
 BJ5331'PAVEMENT. IT IS IN THE APPROXIMATE CENTER OF THE TAXIWAY, 72.5 FT
 BJ5331'(22.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A TAXIWAY SIGN, 85.7 FT
 BJ5331'(26.1 M) SOUTHWEST OF A GATE SIGN, AND 68.5 FT (20.9 M) NORTHWEST OF
 BJ5331'THE SECOND TAXIWAY LIGHT NORTH OF RUNWAY 10-28 ON THE EAST SIDE OF
 BJ5331'THE  THE THIRD TAXIWAY LIGHT, 67.5 FT (20.6 M) NORTHWEST OF THE
 BJ5331'NORTHWEST EDGE OF THE TAXIWAY, AND 19.6 FT (6.0 M) SOUTHWEST OF THE
 BJ5331'NORTHWEST CORNER OF A 12X12 FT CONCRETE DRAIN.
 BJ5331
 BJ5331                          STATION RECOVERY (1992)
 BJ5331
 BJ5331'RECOVERED 1992
 BJ5331'RECOVERED IN GOOD CONDITION.
 BJ5331
 BJ5331                          STATION RECOVERY (1993)
 BJ5331
 BJ5331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BJ5331'THE STATION IS LOCATED AT THE LAFAYETTE REGIONAL AIRPORT ABOUT 100 FT
 BJ5331'(30.5 M) EAST OF RUNWAY END 11 AT TAXIWAY D.  THE STATION IS LOCATED
 BJ5331'IN THE APPROXIMATE CENTER OF THE TAXIWAY, 72.5 FT (22.1 M) SOUTHEAST
 BJ5331'OF THE SOUTHEAST CORNER OF A TAXIWAY A SIGN, 85.7 FT (26.1 M)
 BJ5331'SOUTHWEST OF A GATE SIGN, AND 68.5 FT (20.9 M) NORTHWEST OF THE SECOND
 BJ5331'TAXIWAY LIGHT NORTH OF RUNWAY 11-29 ON THE EAST SIDE OF THE TAXIWAY.
 BJ5331'THE STATION IS A STANDARD NGS TRIANGULATION DISK STAMPED NAV REF 1985,
 BJ5331'AND SET IN A DRILL HOLE IN THE TAXIWAY AND FLUSH WITH THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2750 ***********************************************************************
 AU2750  DESIGNATION -  NAVAL
 AU2750  PID         -  AU2750
 AU2750  STATE/COUNTY-  LA/PLAQUEMINES
 AU2750  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2750
 AU2750                         *CURRENT SURVEY CONTROL
 AU2750  ___________________________________________________________________
 AU2750* NAD 83(1992)-  29 50 35.94620(N)    090 00 21.31606(W)     ADJUSTED  
 AU2750* NAVD 88     -        -0.2  **(meters)      -1.   **(feet)  VERTCON   
 AU2750  **This station is located in a subsidence area (see below).
 AU2750  ___________________________________________________________________
 AU2750  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2750  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU2750
 AU2750  HORZ ORDER  -  SECOND
 AU2750
 AU2750.The horizontal coordinates were established by classical geodetic methods
 AU2750.and adjusted by the National Geodetic Survey in January 1993..
 AU2750
 AU2750 ** The orthometric height has not been validated since last determined
 AU2750 ** by differential leveling and should not be used for control purposes.
 AU2750 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2750 ** area with valid NAVD 88 orthometric heights.
 AU2750 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2750 ** epoch indicated which incorporates improved geoid heights for the
 AU2750 ** Southern Louisiana Subsidence area.
 AU2750 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2750
 AU2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2750
 AU2750.The geoid height was determined by GEOID03.
 AU2750
 AU2750;                    North         East     Units Scale Factor Converg.
 AU2750;SPC LA S     -   149,642.282 1,128,265.870   MT  0.99992950   +0 39 49.4
 AU2750;SPC LA S     -   490,951.39  3,701,652.28   sFT  0.99992950   +0 39 49.4
 AU2750;UTM  15      - 3,305,187.563   789,291.459   MT  1.00063271   +1 29 27.5
 AU2750;UTM  16      - 3,305,217.418   209,563.796   MT  1.00064090   -1 29 48.8
 AU2750
 AU2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2750!SPC LA S     -   1.00000407  x   0.99992950  =   0.99993357
 AU2750!UTM  15      -   1.00000407  x   1.00063271  =   1.00063678
 AU2750!UTM  16      -   1.00000407  x   1.00064090  =   1.00064497
 AU2750
 AU2750:                Primary Azimuth Mark                     Grid Az
 AU2750:SPC LA S     -  NAVAL RM 3                               055 07 34.6
 AU2750:UTM  15      -  NAVAL RM 3                               054 17 56.5
 AU2750:UTM  16      -  NAVAL RM 3                               057 17 12.8
 AU2750
 AU2750|---------------------------------------------------------------------|
 AU2750| PID    Reference Object                     Distance      Geod. Az  |
 AU2750|                                                           dddmmss.s |
 AU2750| DD7484 NAVAL RM 3                                         0554724.0 |
 AU2750| AT1344 BELLE CHASSE MUNICIPAL TANK         APPROX. 0.9 KM 1354330.0 |
 AU2750| DD7482 NAVAL RM 1                            9.863 METERS 23858     |
 AU2750| DD7483 NAVAL RM 2                            9.762 METERS 33038     |
 AU2750| AU2751 NAVAL 1972 A POINT                   10.366 METERS 35021     |
 AU2750|---------------------------------------------------------------------|
 AU2750
 AU2750                          SUPERSEDED SURVEY CONTROL
 AU2750
 AU2750  NAD 83(1986)-  29 50 35.96014(N)    090 00 21.31667(W) AD(       ) 2
 AU2750  NAD 27      -  29 50 35.21451(N)    090 00 21.06495(W) AD(       ) 2
 AU2750  NGVD 29 (07/19/86)   -0.1    (m)           -0.     (f) VERT ANG       
 AU2750
 AU2750.Superseded values are not recommended for survey control.
 AU2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2750.See file dsdata.txt to determine how the superseded data were derived.
 AU2750
 AU2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8929105188(NAD 83)
 AU2750_MARKER: DS = TRIANGULATION STATION DISK
 AU2750_SETTING: 0 = UNSPECIFIED SETTING
 AU2750
 AU2750  HISTORY     - Date     Condition        Report By
 AU2750  HISTORY     - 1972     MONUMENTED       NGS
 AU2750  HISTORY     - 1975     GOOD             NGS
 AU2750
 AU2750                          STATION DESCRIPTION
 AU2750
 AU2750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2750'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 AU2750'
 AU2750'THE STATION IS ABOUT 8.5 MILES SOUTHEAST OF NEW ORLEANS, 1.0 MILE
 AU2750'WEST OF BELLE CHASSE AND ON LAND OWNED BY THE U.S. GOVERNMENT, U.S.
 AU2750'NAVAL AIR STATION, ALVIN CALLENDER FIELD, NEW ORLEANS,
 AU2750'LOUISIANA.  PERMISSION WAS OBTAINED FROM MR. HARRY SALLINGER,
 AU2750'OFFICER IN CHARGE OF PUBLIC WORKS, OFFICE IN BUILDING NUMBER 50,
 AU2750'TELEPHONE NUMBER 394-2361, EXTENSION 360 OR 361.
 AU2750'
 AU2750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 (BUSINESS)
 AU2750'AND STATE HIGHWAY 23 IN GRETNA, GO SOUTHEAST ON STATE HIGHWAY 23 FOR
 AU2750'4.2 MILES TO BARRIERE ROAD ON THE RIGHT, JUST AFTER PASSING THROUGH
 AU2750'THE BELLE CHASSE TUNNEL.  TURN RIGHT AND GO SOUTHWEST ON BARRIERE
 AU2750'ROAD FOR 0.9 MILE TO THE ALVIN CALLENDER FIELD GUARD GATE, CONTINUE
 AU2750'SOUTHERLY ON A PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT.
 AU2750'TURN LEFT AND GO SOUTHEASTERLY FOR 0.15 MILE TO THE EAST SIDE OF AN
 AU2750'OLD HANGER, CONTINUE AHEAD FOR ABOUT 100 FEET, TURN RIGHT AND FOLLOW
 AU2750'THE OLD RUNWAY FOR 0.2 MILE TO AN OLD RUNWAY ON THE LEFT, JUST
 AU2750'BEFORE REACHING OLD QUONSET HUTS, TURN LEFT AND GO SOUTHEASTERLY FOR
 AU2750'0.05 MILE TO THE STATION AT THE SOUTHEAST EDGE OF TWO RUNWAYS.
 AU2750'
 AU2750'STATION MARK, A STANDARD DISK STAMPED NAVAL 1972, IS CEMENTED IN A
 AU2750'DRILL HOLE IN THE SOUTH SIDE OF THE RUNWAY AND IS 1 INCH BELOW THE
 AU2750'SURFACE OF THE RUNWAY.  IT IS 73 FEET SOUTHEAST OF THE CENTER OF
 AU2750'THE RUNWAY AND 27 FEET SOUTHWEST OF THE CENTER OF A TAXI WAY.
 AU2750'
 AU2750'REFERENCE MARK 1, A STANDARD DISK STAMPED NAVAL NO 1 1972, IS
 AU2750'CEMENTED IN A DRILL HOLE IN THE SOUTH SIDE OF THE RUNWAY AND IS
 AU2750'FLUSH WITH THE SURFACE OF THE RUNWAY.  IT IS 73 FEET SOUTHEAST OF
 AU2750'THE CENTER OF THE RUNWAY AND 59 FEET SOUTHWEST OF THE CENTER OF THE
 AU2750'TAXI WAY.
 AU2750'
 AU2750'REFERENCE MARK 2, A STANDARD DISK STAMPED NAVAL NO 2 1972, IS
 AU2750'CEMENTED IN A DRILL HOLE IN THE SOUTH SIDE OF THE RUNWAY AND IS 2
 AU2750'INCHES BELOW THE SURFACE OF THE RUNWAY.  IT IS 41 FEET SOUTHEAST OF
 AU2750'THE CENTER OF THE RUNWAY AND 27 FEET SOUTHWEST OF THE CENTER OF
 AU2750'THE TAXI WAY.
 AU2750'
 AU2750'REFERENCE MARK 3, A STANDARD DISK STAMPED NAVAL NO 3 1972, IS
 AU2750'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 BY 4 CONCRETE SLAB ON THE
 AU2750'NORTH SIDE OF THE RUNWAY, FLUSH.  IT IS 100 FEET NORTH-NORTHWEST OF
 AU2750'THE CENTER OF THE RUNWAY AND 24 FEET SOUTHWEST OF THE END OF THE
 AU2750'RUNWAY.
 AU2750'
 AU2750'TO REACH REFERENCE 3 FROM THE STATION, GO NORTH-NORTHEAST ON THE
 AU2750'RUNWAY FOR 0.6 MILE TO THE END OF THE RUNWAY AND THE MARK ON THE
 AU2750'LEFT.
 AU2750'
 AU2750'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 AU2750
 AU2750                          STATION RECOVERY (1975)
 AU2750
 AU2750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 AU2750'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF NEW ORLEANS AND
 AU2750'1.0 MILE WEST OF BELL CHASE ON LAND OWNED BY THE GOVERNMENT AT THE
 AU2750'SITE OF THE OLD ALVIN CALLENDER AIR FIELD.  PERMISSION CAN BE
 AU2750'OBTAINED FROM MR. KLUSMAN, ASST MANAGER OF PUBLIC WORKS, PHONE 394
 AU2750'2361 EX 526.
 AU2750'
 AU2750'THE STATION IS LOCATED AT THE INTERSECTION OF A SW-NE RUNWAY AND A
 AU2750'NW-SE TAXIWAY, 26.5 FEET SOUTHWEST OF THE CENTER OF THE TAXIWAY, 70
 AU2750'FEET SOUTHEAST OF THE CENTER OF THE RUNWAY, 1.5 FEET SOUTHWEST OF
 AU2750'THE PROJECTED SOUTHWEST EDGE OF THE TAXIWAY LEADING SOUTHEAST, 4
 AU2750'FEET NORTH-NORTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY AND 16.3
 AU2750'FEET NORTH OF A METAL WITNESS POST AND THE EDGE OF THE PAVEMENT.
 AU2750'IT IS A TRIANGULATION DISK STAMPED NAVAL 1972 SET IN A DRILL HOLE
 AU2750'IN THE RUNWAY ABOUT 1 INCH BELOW THE BLACKTOP.
 AU2750'
 AU2750'REFERENCE MARK NO. 1 IS 32.35 FEET SOUTHWEST OF THE STATION.  IT IS
 AU2750'4 FEET SOUTHWEST OF THE EDGE OF THE RUNWAY, 71 FEET SOUTHEAST OF THE
 AU2750'CENTER OF THE RUNWAY, 59 FEET WEST-NORTHWEST OF THE CENTER OF THE
 AU2750'TAXIWAY, 39 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY
 AU2750'LEADING SOUTHEAST.  IT IS A REFERENCE MARK DISK STAMPED NAVAL NO
 AU2750'1 1972 FLUSH WITH THE RUNWAY.
 AU2750'
 AU2750'REFERENCE MARK NO. 2 IS 32.03 FEET NORTHWEST OF THE STATION, 31 FEET
 AU2750'SOUTHWEST OF THE PROJECTED CENTERLINE OF THE TAXIWAY, 38 FEET
 AU2750'SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 36 FEET NORTHWEST OF THE
 AU2750'SOUTHEAST EDGE OF THE RUNWAY, 5.5 FEET SOUTHWEST OF THE PROJECTED
 AU2750'PLANE OF THE SOUTHWEST EDGE OF THE TAXIWAY LEADING SOUTHEAST AND
 AU2750'44.5 FEET NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 AU2750'DISK SET IN A DRILL HOLE IN THE CONCRETE RUNWAY.  IT IS STAMPED
 AU2750'NAVAL NO 2 1972, 2 INCHES BELOW THE TOP OF THE BLACKTOP.
 AU2750'
 AU2750'REFERENCE MARK NO. 3 IS 0.6 MILE NORTHEAST OF THE STATION, AT THE
 AU2750'EXTREME NORTHEAST END OF THE NORTHEAST-SOUTHWEST RUNWAY, 24 FEET
 AU2750'SOUTHWEST OF THE NORTH CORNER OF THE NORTHEAST END OF THE RUNWAY,
 AU2750'100 FEET NORTHWEST OF THE CENTER OF THE RUNWAY.  IT IS A REFERENCE
 AU2750'MARK DISK SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF A
 AU2750'RUNWAY LIGHT (A 4 BY 4 FT CONCRETE SLAB) AT THE NORTHEAST CORNER OF
 AU2750'THE SLAB AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS
 AU2750'STAMPED NAVAL NO 3 1972.
 AU2750'
 AU2750'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND THE
 AU2750'EAST ENTRANCE TO THE ALVIN CALLENDER FIELD, GO EAST FOR 0.5 MILE TO
 AU2750'D AVENUE, TURN RIGHT AND GO NORTHWEST ON D AVENUE FOR 0.6 MILE TO
 AU2750'FIRST STREET, TURN RIGHT AND GO NORTHEAST FOR 0.45 MILE TO
 AU2750'MAGAZINE ROAD, TURN LEFT AND GO 1.1 MILE NORTH-NORTHEAST TO A SIDE
 AU2750'ROAD RIGHT ABOUT 150 FEET PAST THE CONCRETE BRIDGE OVER OUTFALL
 AU2750'CANAL, TURN RIGHT AND GO 0.15 MILE TO A NORTH-SOUTH TAXIWAY, TURN
 AU2750'RIGHT AND GO SOUTH FOR 0.2 MILE TO ANOTHER TAXIWAY LEFT, TURN LEFT
 AU2750'AND GO SOUTHEAST FOR ABOUT 0.05 MILE ACROSS THE RUNWAY TO THE
 AU2750'SOUTHEAST QUADRANT OF THE TAXIWAY AND THE RUNWAY AND THE MARK ON
 AU2750'THE RIGHT.
 AU2750'
 AU2750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE WEST BELLE
 AU2750'CHASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1117 ***********************************************************************
 AT1117  DESIGNATION -  NAVIGATION LT 1 1/2 MI E BURAS
 AT1117  PID         -  AT1117
 AT1117  STATE/COUNTY-  LA/PLAQUEMINES
 AT1117  USGS QUAD   -  BURAS (1993)
 AT1117
 AT1117                         *CURRENT SURVEY CONTROL
 AT1117  ___________________________________________________________________
 AT1117* NAD 83(1992)-  29 21 31.18978(N)    089 30 32.80104(W)     ADJUSTED  
 AT1117* NAVD 88     -                                                        
 AT1117  **This station is located in a subsidence area (see below).
 AT1117  ___________________________________________________________________
 AT1117  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AT1117  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AT1117
 AT1117  HORZ ORDER  -  THIRD
 AT1117
 AT1117.The horizontal coordinates were established by classical geodetic methods
 AT1117.and adjusted by the National Geodetic Survey in January 1993..
 AT1117
 AT1117 ** The orthometric height has not been validated since last determined
 AT1117 ** by differential leveling and should not be used for control purposes.
 AT1117 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1117 ** area with valid NAVD 88 orthometric heights.
 AT1117 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1117 ** epoch indicated which incorporates improved geoid heights for the
 AT1117 ** Southern Louisiana Subsidence area.
 AT1117 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1117
 AT1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1117
 AT1117.The geoid height was determined by GEOID03.
 AT1117
 AT1117;                    North         East     Units Scale Factor Converg.
 AT1117;SPC LA S     -    96,589.891 1,177,123.515   MT  0.99998810   +0 54 43.7
 AT1117;SPC LA S     -   316,895.33  3,861,946.07   sFT  0.99998810   +0 54 43.7
 AT1117;UTM  16      - 3,250,339.480   256,420.429   MT  1.00033216   -1 13 50.7
 AT1117
 AT1117                          SUPERSEDED SURVEY CONTROL
 AT1117
 AT1117  NAD 83(1986)-  29 21 31.19725(N)    089 30 32.80932(W) AD(       ) 4
 AT1117  NAD 27      -  29 21 30.40100(N)    089 30 32.59500(W) AD(       ) 3
 AT1117
 AT1117.Superseded values are not recommended for survey control.
 AT1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1117.See file dsdata.txt to determine how the superseded data were derived.
 AT1117
 AT1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5642050339(NAD 83)
 AT1117_MARKER: 14 = NAVIGATION LIGHT
 AT1117
 AT1117  HISTORY     - Date     Condition        Report By
 AT1117  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1117
 AT1117                          STATION DESCRIPTION
 AT1117
 AT1117'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0719 ***********************************************************************
 AU0719  DESIGNATION -  NAVY
 AU0719  PID         -  AU0719
 AU0719  STATE/COUNTY-  LA/JEFFERSON
 AU0719  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0719
 AU0719                         *CURRENT SURVEY CONTROL
 AU0719  ___________________________________________________________________
 AU0719* NAD 83(1992)-  29 55 28.45129(N)    090 08 36.30774(W)     ADJUSTED  
 AU0719* NAVD 88     -         5.97   (+/-2cm)      19.6  **(feet)  VERTCON   
 AU0719  **This station is located in a subsidence area (see below).
 AU0719  ___________________________________________________________________
 AU0719  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU0719  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AU0719
 AU0719  HORZ ORDER  -  SECOND
 AU0719  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0719
 AU0719.The horizontal coordinates were established by classical geodetic methods
 AU0719.and adjusted by the National Geodetic Survey in January 1993..
 AU0719
 AU0719 ** The orthometric height has not been validated since last determined
 AU0719 ** by differential leveling and should not be used for control purposes.
 AU0719 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0719 ** area with valid NAVD 88 orthometric heights.
 AU0719 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0719 ** epoch indicated which incorporates improved geoid heights for the
 AU0719 ** Southern Louisiana Subsidence area.
 AU0719 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0719.The vertical order pertains to the NGVD 29 superseded value.
 AU0719
 AU0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0719
 AU0719.The geoid height was determined by GEOID03.
 AU0719
 AU0719;                    North         East     Units Scale Factor Converg.
 AU0719;SPC LA S     -   158,501.967 1,114,886.658   MT  0.99992663   +0 35 41.9
 AU0719;SPC LA S     -   520,018.54  3,657,757.31   sFT  0.99992663   +0 35 41.9
 AU0719;UTM  15      - 3,313,858.411   775,776.564   MT  1.00053844   +1 25 33.4
 AU0719
 AU0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0719!SPC LA S     -   1.00000314  x   0.99992663  =   0.99992977
 AU0719!UTM  15      -   1.00000314  x   1.00053844  =   1.00054159
 AU0719
 AU0719:                Primary Azimuth Mark                     Grid Az
 AU0719:SPC LA S     -  NEW ORLEANS WATER PURIF SW STK           020 00 33.9
 AU0719:UTM  15      -  NEW ORLEANS WATER PURIF SW STK           019 10 42.4
 AU0719
 AU0719|---------------------------------------------------------------------|
 AU0719| PID    Reference Object                     Distance      Geod. Az  |
 AU0719|                                                           dddmmss.s |
 AU0719| AU2789 NEW ORLEANS WATER PURIF SW STK      APPROX. 3.9 KM 0203615.8 |
 AU0719| AU2642 NEW ORLEANS LOYOLA CH SE SPIRE      APPROX. 2.3 KM 0622125.6 |
 AU0719| AU2761 NINE MILE CROSSING W BK HI LN       APPROX. 2.5 KM 3574627.5 |
 AU0719|---------------------------------------------------------------------|
 AU0719
 AU0719                          SUPERSEDED SURVEY CONTROL
 AU0719
 AU0719  NAD 83(1986)-  29 55 28.46678(N)    090 08 36.30724(W) AD(       ) 2
 AU0719  NAD 27      -  29 55 27.72855(N)    090 08 36.04065(W) AD(       ) 2
 AU0719  NGVD 29 (??/??/??)    6.042  (m)           19.82   (f) ADJUSTED    1 2
 AU0719
 AU0719.Superseded values are not recommended for survey control.
 AU0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0719.See file dsdata.txt to determine how the superseded data were derived.
 AU0719
 AU0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7577713858(NAD 83)
 AU0719_MARKER: DS = TRIANGULATION STATION DISK
 AU0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AU0719_SP_SET: CONCRETE DOCK
 AU0719_STAMPING: NAVY 1966
 AU0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU0719
 AU0719  HISTORY     - Date     Condition        Report By
 AU0719  HISTORY     - 1966     MONUMENTED       CGS
 AU0719  HISTORY     - 1966     GOOD             CGS
 AU0719  HISTORY     - 1984     MARK NOT FOUND   NGS
 AU0719
 AU0719                          STATION DESCRIPTION
 AU0719
 AU0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU0719'STATION IS LOCATED IN THE NORTHWEST SECTION OF WESTWEGO, ON
 AU0719'PROPERTY OWNED BY THE AVONDALE SHIPYARD COMPANY, AT THE NORTHEAST
 AU0719'CORNER OF A WAREHOUSE AND ON THE CONCRETE PORTION OF THE PIER.
 AU0719'
 AU0719'TO REACH FROM THE TRAFFIC CIRCLE AT THE SOUTH END OF THE
 AU0719'HUEY P. LONG BRIDGE IN BRIDGE CITY, GO EAST ON STATE HIGHWAY
 AU0719'18 FOR 1.25 MILES TO THE JUNCTION OF HIGHWAY 18 AND STATE
 AU0719'HIGHWAY 541.  KEEP RIGHT AND FOLLOW THE HIGHWAYS FOR 0.15
 AU0719'MILE TO A SIDE ROAD LEFT.  TURN SHARP LEFT AND FOLLOW THE
 AU0719'ROAD ALONG THE LEVEE AND RAILROAD TRACKS FOR ABOUT 0.2 MILE
 AU0719'TO THE NORTH END OF THE WAREHOUSE AND THE STATION AS DESCRIBED.
 AU0719'
 AU0719'STATION MARK IS A STANDARD DISK STAMPED NAVY 1966, CEMENTED
 AU0719'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE PIER.
 AU0719'IT IS 53 FEET WEST OF THE EAST EDGE OF THE PIER, 19 FEET
 AU0719'SOUTHEAST OF THE NORTHEAST CORNER OF THE WAREHOUSE, 4.7 FEET
 AU0719'NORTH OF THE SOUTH CORNER OF THE CONCRETE PIER, AND 6 FEET
 AU0719'NORTHEAST OF THE NORTHEAST WALL OF THE BUILDING.
 AU0719'
 AU0719'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU0719
 AU0719                          STATION RECOVERY (1966)
 AU0719
 AU0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AU0719'1.5 MI E FROM BRIDGE CITY.
 AU0719'ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY 18 FROM THE EAST SIDE OF THE
 AU0719'TRAFFIC CIRCLE AT THE JUNCTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY
 AU0719'18 WHICH IS AT THE SOUTH END OF THE HUEY LONG BRIDGE OVER THE
 AU0719'MISSISSIPPI RIVER AT BRIDGE CITY, THENCE 0.1 MILE NORTHEAST ALONG A
 AU0719'LEVEE AND RAILROAD TRACK TO THE WEST SIDE OF THE WESTWEGO BRANCH OF
 AU0719'THE AVONDALE SHIPYARD INC. WAREHOUSE, 180 FEET EAST OF THE EAST RAIL,
 AU0719'SET FLUSH IN THE CONCRETE DOCK AT THE NORTHEAST CORNER OF THE
 AU0719'WAREHOUSE, 9 FEET SOUTHEAST OF THE NORTHEAST CORNER, 6 FEET EAST OF
 AU0719'THE EAST WALL AND 6 FEET SOUTH OF THE EXTENDED PLANE OF THE NORTH WALL
 AU0719'OF THE WAREHOUSE.
 AU0719
 AU0719                          STATION RECOVERY (1984)
 AU0719
 AU0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6212 ***********************************************************************
 AH6212  DESIGNATION -  NBTB 01
 AH6212  PID         -  AH6212
 AH6212  STATE/COUNTY-  LA/TERREBONNE
 AH6212  USGS QUAD   -  HOUMA (1980)
 AH6212
 AH6212                         *CURRENT SURVEY CONTROL
 AH6212  ___________________________________________________________________
 AH6212* NAD 83(1992)-  29 35 49.12434(N)    090 43 31.68761(W)     ADJUSTED  
 AH6212* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AH6212  **This station is located in a subsidence area (see below).
 AH6212  ___________________________________________________________________
 AH6212  X           -     -70,276.760 (meters)                     COMP
 AH6212  Y           -  -5,549,992.845 (meters)                     COMP
 AH6212  Z           -   3,131,594.958 (meters)                     COMP
 AH6212  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6212  ELLIP HEIGHT-         -22.85  (meters)          (02/21/02) GPS OBS
 AH6212  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH6212
 AH6212  HORZ ORDER  -  FIRST
 AH6212  ELLP ORDER  -  FIFTH     CLASS I
 AH6212
 AH6212.The horizontal coordinates were established by GPS observations
 AH6212.and adjusted by the National Geodetic Survey in December 1998..
 AH6212
 AH6212 ** The orthometric height has not been validated since last determined
 AH6212 ** by differential leveling and should not be used for control purposes.
 AH6212 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6212 ** area with valid NAVD 88 orthometric heights.
 AH6212 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6212 ** epoch indicated which incorporates improved geoid heights for the
 AH6212 ** Southern Louisiana Subsidence area.
 AH6212 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6212.The orthometric height was determined by GPS observations and a
 AH6212.high-resolution geoid model.
 AH6212
 AH6212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6212
 AH6212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6212
 AH6212.The ellipsoidal height was determined by GPS observations
 AH6212.and is referenced to NAD 83.
 AH6212
 AH6212.The geoid height was determined by GEOID03.
 AH6212
 AH6212;                    North         East     Units Scale Factor Converg.
 AH6212;SPC LA S     -   121,751.042 1,058,882.930   MT  0.99995043   +0 18 14.2
 AH6212;SPC LA S     -   399,444.88  3,474,018.41   sFT  0.99995043   +0 18 14.2
 AH6212;UTM  15      - 3,276,288.967   720,284.105   MT  1.00019877   +1 07 25.8
 AH6212
 AH6212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6212!SPC LA S     -   1.00000359  x   0.99995043  =   0.99995402
 AH6212!UTM  15      -   1.00000359  x   1.00019877  =   1.00020236
 AH6212
 AH6212:                Primary Azimuth Mark                     Grid Az
 AH6212:SPC LA S     -  V 359 AZIMUTH MARK                       153 08 42.2
 AH6212:UTM  15      -  V 359 AZIMUTH MARK                       152 19 30.6
 AH6212
 AH6212|---------------------------------------------------------------------|
 AH6212| PID    Reference Object                     Distance      Geod. Az  |
 AH6212|                                                           dddmmss.s |
 AH6212| AH6438 V 359 AZIMUTH MARK                  483.736 METERS 1532656.4 |
 AH6212|---------------------------------------------------------------------|
 AH6212
 AH6212                          SUPERSEDED SURVEY CONTROL
 AH6212
 AH6212  ELLIP H (12/17/98)  -22.82   (m)                       GP(       ) 4 2
 AH6212
 AH6212.Superseded values are not recommended for survey control.
 AH6212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6212.See file dsdata.txt to determine how the superseded data were derived.
 AH6212
 AH6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2028476289(NAD 83)
 AH6212_MARKER: DD = SURVEY DISK
 AH6212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6212_STAMPING: NBTB 01
 AH6212_MARK LOGO: LA-109
 AH6212_PROJECTION: FLUSH
 AH6212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6212+STABILITY: SURFACE MOTION
 AH6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6212+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6212
 AH6212  HISTORY     - Date     Condition        Report By
 AH6212  HISTORY     - 1995     MONUMENTED       MPHI
 AH6212
 AH6212                          STATION DESCRIPTION
 AH6212
 AH6212'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6212'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6212'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6212'0.2 MI (0.3 KM) TO CENTRAL AVENUE BRIDGE.  TURN LEFT ON CENTRAL AVENUE
 AH6212'BRIDGE AND CROSS BAYOU TERREBONNE TO JUNCTION HWY 24 SOUTH AND THE
 AH6212'STATION IS ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6212'STATION IS 38.5 FT (11.7 M) WEST FROM THE CENTERLINE OF BARATARIA
 AH6212'STREET, 34.7 FT (10.6 M) NORTH FROM THE CENTERLINE OF HWY 24, AND 22.4
 AH6212'FT (6.8 M) NORTHEAST FROM THE POWERPOLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6232 ***********************************************************************
 AH6232  DESIGNATION -  NBTB 02
 AH6232  PID         -  AH6232
 AH6232  STATE/COUNTY-  LA/TERREBONNE
 AH6232  USGS QUAD   -  HOUMA (1980)
 AH6232
 AH6232                         *CURRENT SURVEY CONTROL
 AH6232  ___________________________________________________________________
 AH6232* NAD 83(1992)-  29 35 55.66439(N)    090 44 00.83035(W)     ADJUSTED  
 AH6232* NAVD 88     -         2.3  **(meters)       8.   **(feet)  GPS OBS   
 AH6232  **This station is located in a subsidence area (see below).
 AH6232  ___________________________________________________________________
 AH6232  X           -     -71,059.629 (meters)                     COMP
 AH6232  Y           -  -5,549,883.123 (meters)                     COMP
 AH6232  Z           -   3,131,769.889 (meters)                     COMP
 AH6232  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6232  ELLIP HEIGHT-         -23.18  (meters)          (02/21/02) GPS OBS
 AH6232  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH6232
 AH6232  HORZ ORDER  -  FIRST
 AH6232  ELLP ORDER  -  FIFTH     CLASS I
 AH6232
 AH6232.The horizontal coordinates were established by GPS observations
 AH6232.and adjusted by the National Geodetic Survey in December 1998..
 AH6232
 AH6232 ** The orthometric height has not been validated since last determined
 AH6232 ** by differential leveling and should not be used for control purposes.
 AH6232 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6232 ** area with valid NAVD 88 orthometric heights.
 AH6232 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6232 ** epoch indicated which incorporates improved geoid heights for the
 AH6232 ** Southern Louisiana Subsidence area.
 AH6232 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6232.The orthometric height was determined by GPS observations and a
 AH6232.high-resolution geoid model.
 AH6232
 AH6232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6232
 AH6232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6232
 AH6232.The ellipsoidal height was determined by GPS observations
 AH6232.and is referenced to NAD 83.
 AH6232
 AH6232.The geoid height was determined by GEOID03.
 AH6232
 AH6232;                    North         East     Units Scale Factor Converg.
 AH6232;SPC LA S     -   121,948.269 1,058,097.713   MT  0.99995020   +0 17 59.6
 AH6232;SPC LA S     -   400,091.95  3,471,442.25   sFT  0.99995020   +0 17 59.6
 AH6232;UTM  15      - 3,276,474.982   719,495.951   MT  1.00019450   +1 07 11.6
 AH6232
 AH6232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6232!SPC LA S     -   1.00000364  x   0.99995020  =   0.99995384
 AH6232!UTM  15      -   1.00000364  x   1.00019450  =   1.00019814
 AH6232
 AH6232:                Primary Azimuth Mark                     Grid Az
 AH6232:SPC LA S     -  NBTB 01                                  104 05 58.5
 AH6232:UTM  15      -  NBTB 01                                  103 16 46.5
 AH6232
 AH6232|---------------------------------------------------------------------|
 AH6232| PID    Reference Object                     Distance      Geod. Az  |
 AH6232|                                                           dddmmss.s |
 AH6232| AH6212 NBTB 01                             APPROX. 0.8 KM 1042358.1 |
 AH6232| AH6439 NBTB 03                             APPROX. 0.8 KM 3081704.8 |
 AH6232|---------------------------------------------------------------------|
 AH6232
 AH6232                          SUPERSEDED SURVEY CONTROL
 AH6232
 AH6232  ELLIP H (12/17/98)  -23.14   (m)                       GP(       ) 4 2
 AH6232
 AH6232.Superseded values are not recommended for survey control.
 AH6232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6232.See file dsdata.txt to determine how the superseded data were derived.
 AH6232
 AH6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1949676475(NAD 83)
 AH6232_MARKER: DD = SURVEY DISK
 AH6232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6232_STAMPING: NBTB 02
 AH6232_MARK LOGO: LA-109
 AH6232_PROJECTION: FLUSH
 AH6232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6232+STABILITY: SURFACE MOTION
 AH6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6232+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6232
 AH6232  HISTORY     - Date     Condition        Report By
 AH6232  HISTORY     - 1995     MONUMENTED       MPHI
 AH6232
 AH6232                          STATION DESCRIPTION
 AH6232
 AH6232'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6232'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6232'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6232'0.7 MILES (1.1 KM) TO HACKBERRY AVENUE BRIDGE.  TURN LEFT AND CROSS
 AH6232'BAYOU TERREBONNE TO JUNCTION HWY 24 SOUTH.  TURN LEFT ON HWY 24 SOUTH
 AH6232'FOR 140.0 FT (42.7 M) AND THE STATION IS ON THE RIGHT.  THE STATION IS
 AH6232'A 2 INCH DISK IN CONCRETE. THE STATION IS 31.0 FT (9.4 M) SOUTHWEST
 AH6232'FROM THE CENTERLINE OF HWY 24, 131.8 FT (40.2 M) NORTHWEST FROM THE
 AH6232'CENTERLINE OF SMITH LANE, 142.2 FT (43.3 M) SOUTHEAST FROM THE
 AH6232'CENTERLINE OF HACKBERRY AVENUE, AND 37.5 FT (11.4 M) NORTH FROM THE
 AH6232'POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6439 ***********************************************************************
 AH6439  DESIGNATION -  NBTB 03
 AH6439  PID         -  AH6439
 AH6439  STATE/COUNTY-  LA/TERREBONNE
 AH6439  USGS QUAD   -  HOUMA (1980)
 AH6439
 AH6439                         *CURRENT SURVEY CONTROL
 AH6439  ___________________________________________________________________
 AH6439* NAD 83(1992)-  29 36 12.28789(N)    090 44 24.93090(W)     ADJUSTED  
 AH6439* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6439  **This station is located in a subsidence area (see below).
 AH6439  ___________________________________________________________________
 AH6439  X           -     -71,704.823 (meters)                     COMP
 AH6439  Y           -  -5,549,621.730 (meters)                     COMP
 AH6439  Z           -   3,132,214.792 (meters)                     COMP
 AH6439  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6439  ELLIP HEIGHT-         -23.46  (meters)          (02/21/02) GPS OBS
 AH6439  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH6439
 AH6439  HORZ ORDER  -  FIRST
 AH6439  ELLP ORDER  -  FIFTH     CLASS I
 AH6439
 AH6439.The horizontal coordinates were established by GPS observations
 AH6439.and adjusted by the National Geodetic Survey in December 1998..
 AH6439
 AH6439 ** The orthometric height has not been validated since last determined
 AH6439 ** by differential leveling and should not be used for control purposes.
 AH6439 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6439 ** area with valid NAVD 88 orthometric heights.
 AH6439 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6439 ** epoch indicated which incorporates improved geoid heights for the
 AH6439 ** Southern Louisiana Subsidence area.
 AH6439 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6439.The orthometric height was determined by GPS observations and a
 AH6439.high-resolution geoid model.
 AH6439
 AH6439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6439
 AH6439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6439
 AH6439.The ellipsoidal height was determined by GPS observations
 AH6439.and is referenced to NAD 83.
 AH6439
 AH6439.The geoid height was determined by GEOID03.
 AH6439
 AH6439;                    North         East     Units Scale Factor Converg.
 AH6439;SPC LA S     -   122,456.707 1,057,446.586   MT  0.99994965   +0 17 47.6
 AH6439;SPC LA S     -   401,760.05  3,469,306.01   sFT  0.99994965   +0 17 47.6
 AH6439;UTM  15      - 3,276,974.170   718,837.454   MT  1.00019093   +1 07 00.3
 AH6439
 AH6439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6439!SPC LA S     -   1.00000368  x   0.99994965  =   0.99995333
 AH6439!UTM  15      -   1.00000368  x   1.00019093  =   1.00019462
 AH6439
 AH6439:                Primary Azimuth Mark                     Grid Az
 AH6439:SPC LA S     -  NBTB 02                                  127 59 05.3
 AH6439:UTM  15      -  NBTB 02                                  127 09 52.6
 AH6439
 AH6439|---------------------------------------------------------------------|
 AH6439| PID    Reference Object                     Distance      Geod. Az  |
 AH6439|                                                           dddmmss.s |
 AH6439| AH6232 NBTB 02                             APPROX. 0.8 KM 1281652.9 |
 AH6439|---------------------------------------------------------------------|
 AH6439
 AH6439                          SUPERSEDED SURVEY CONTROL
 AH6439
 AH6439  ELLIP H (12/17/98)  -23.42   (m)                       GP(       ) 4 2
 AH6439
 AH6439.Superseded values are not recommended for survey control.
 AH6439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6439.See file dsdata.txt to determine how the superseded data were derived.
 AH6439
 AH6439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1883776974(NAD 83)
 AH6439_MARKER: DD = SURVEY DISK
 AH6439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6439_STAMPING: NBTB 03
 AH6439_MARK LOGO: LA-109
 AH6439_PROJECTION: FLUSH
 AH6439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6439+STABILITY: SURFACE MOTION
 AH6439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6439+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6439
 AH6439  HISTORY     - Date     Condition        Report By
 AH6439  HISTORY     - 1995     MONUMENTED       MPHI
 AH6439
 AH6439                          STATION DESCRIPTION
 AH6439
 AH6439'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6439'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6439'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6439'1.2 MI (1.9 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS A 2
 AH6439'INCH DISK IN CONCRETE. THE STATION IS 41.9 FT (12.8 M) SOUTHWEST FROM
 AH6439'THE CENTERLINE OF HWY 24, 18.65 FT (5.68 M) NORTHWEST FROM THE
 AH6439'CENTERLINE OF THE CROSS OVER, 44.2 FT (13.5 M) NORTHWEST FROM THE
 AH6439'LIGHT POLE, AND 24.9 FT (7.6 M) SOUTHEAST FROM THE 30 INCH CEDAR
 AH6439'STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6538 ***********************************************************************
 AH6538  DESIGNATION -  NBTB 04
 AH6538  PID         -  AH6538
 AH6538  STATE/COUNTY-  LA/TERREBONNE
 AH6538  USGS QUAD   -  HOUMA (1980)
 AH6538
 AH6538                         *CURRENT SURVEY CONTROL
 AH6538  ___________________________________________________________________
 AH6538* NAD 83(1992)-  29 36 28.49622(N)    090 44 36.03578(W)     ADJUSTED  
 AH6538* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6538  **This station is located in a subsidence area (see below).
 AH6538  ___________________________________________________________________
 AH6538  X           -     -72,000.407 (meters)                     COMP
 AH6538  Y           -  -5,549,371.498 (meters)                     COMP
 AH6538  Z           -   3,132,648.792 (meters)                     COMP
 AH6538  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6538  ELLIP HEIGHT-         -23.27  (meters)          (02/21/02) GPS OBS
 AH6538  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6538
 AH6538  HORZ ORDER  -  FIRST
 AH6538  ELLP ORDER  -  FIFTH     CLASS I
 AH6538
 AH6538.The horizontal coordinates were established by GPS observations
 AH6538.and adjusted by the National Geodetic Survey in December 1998..
 AH6538
 AH6538 ** The orthometric height has not been validated since last determined
 AH6538 ** by differential leveling and should not be used for control purposes.
 AH6538 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6538 ** area with valid NAVD 88 orthometric heights.
 AH6538 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6538 ** epoch indicated which incorporates improved geoid heights for the
 AH6538 ** Southern Louisiana Subsidence area.
 AH6538 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6538.The orthometric height was determined by GPS observations and a
 AH6538.high-resolution geoid model.
 AH6538
 AH6538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6538
 AH6538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6538
 AH6538.The ellipsoidal height was determined by GPS observations
 AH6538.and is referenced to NAD 83.
 AH6538
 AH6538.The geoid height was determined by GEOID03.
 AH6538
 AH6538;                    North         East     Units Scale Factor Converg.
 AH6538;SPC LA S     -   122,954.195 1,057,145.229   MT  0.99994911   +0 17 42.0
 AH6538;SPC LA S     -   403,392.22  3,468,317.31   sFT  0.99994911   +0 17 42.0
 AH6538;UTM  15      - 3,277,467.412   718,528.932   MT  1.00018927   +1 06 55.3
 AH6538
 AH6538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6538!SPC LA S     -   1.00000365  x   0.99994911  =   0.99995276
 AH6538!UTM  15      -   1.00000365  x   1.00018927  =   1.00019293
 AH6538
 AH6538                          SUPERSEDED SURVEY CONTROL
 AH6538
 AH6538  ELLIP H (12/17/98)  -23.24   (m)                       GP(       ) 4 2
 AH6538
 AH6538.Superseded values are not recommended for survey control.
 AH6538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6538.See file dsdata.txt to determine how the superseded data were derived.
 AH6538
 AH6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1852977467(NAD 83)
 AH6538_MARKER: DD = SURVEY DISK
 AH6538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6538_STAMPING: NBTB 04
 AH6538_MARK LOGO: LA-109
 AH6538_PROJECTION: FLUSH
 AH6538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6538+STABILITY: SURFACE MOTION
 AH6538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6538+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6538
 AH6538  HISTORY     - Date     Condition        Report By
 AH6538  HISTORY     - 1995     MONUMENTED       MPHI
 AH6538
 AH6538                          STATION DESCRIPTION
 AH6538
 AH6538'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6538'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6538'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6538'1.6 MI (2.6 KM) AND THE STATION IS ON THE RIGHT.  THE STATION IS A 2
 AH6538'INCH DISK IN CONCRETE. THE STATION IS 33.8 FT (10.3 M) NORTHEAST FROM
 AH6538'THE CENTERLINE OF HWY 24, 80.8 FT (24.6 M) SOUTHEAST FROM THE ENTRANCE
 AH6538'TO K-MART, 10.9 FT (3.3 M) SOUTHWEST FROM THE EDGE OF THE CONCRETE
 AH6538'PARKING AREA, 17.2 FT (5.2 M) WEST FROM THE LIGHT POLE, AND 49.8 FT
 AH6538'(15.2 M) NORTHWEST FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6443 ***********************************************************************
 AH6443  DESIGNATION -  NBTB 05
 AH6443  PID         -  AH6443
 AH6443  STATE/COUNTY-  LA/TERREBONNE
 AH6443  USGS QUAD   -  HOUMA (1980)
 AH6443
 AH6443                         *CURRENT SURVEY CONTROL
 AH6443  ___________________________________________________________________
 AH6443* NAD 83(1992)-  29 37 01.59289(N)    090 44 45.20472(W)     ADJUSTED  
 AH6443* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6443  **This station is located in a subsidence area (see below).
 AH6443  ___________________________________________________________________
 AH6443  X           -     -72,240.537 (meters)                     COMP
 AH6443  Y           -  -5,548,865.010 (meters)                     COMP
 AH6443  Z           -   3,133,534.879 (meters)                     COMP
 AH6443  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6443  ELLIP HEIGHT-         -23.01  (meters)          (02/21/02) GPS OBS
 AH6443  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6443
 AH6443  HORZ ORDER  -  FIRST
 AH6443  ELLP ORDER  -  FIFTH     CLASS I
 AH6443
 AH6443.The horizontal coordinates were established by GPS observations
 AH6443.and adjusted by the National Geodetic Survey in December 1998..
 AH6443
 AH6443 ** The orthometric height has not been validated since last determined
 AH6443 ** by differential leveling and should not be used for control purposes.
 AH6443 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6443 ** area with valid NAVD 88 orthometric heights.
 AH6443 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6443 ** epoch indicated which incorporates improved geoid heights for the
 AH6443 ** Southern Louisiana Subsidence area.
 AH6443 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6443.The orthometric height was determined by GPS observations and a
 AH6443.high-resolution geoid model.
 AH6443
 AH6443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6443
 AH6443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6443
 AH6443.The ellipsoidal height was determined by GPS observations
 AH6443.and is referenced to NAD 83.
 AH6443
 AH6443.The geoid height was determined by GEOID03.
 AH6443
 AH6443;                    North         East     Units Scale Factor Converg.
 AH6443;SPC LA S     -   123,971.926 1,056,893.317   MT  0.99994803   +0 17 37.4
 AH6443;SPC LA S     -   406,731.23  3,467,490.82   sFT  0.99994803   +0 17 37.4
 AH6443;UTM  15      - 3,278,481.674   718,262.407   MT  1.00018783   +1 06 51.9
 AH6443
 AH6443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6443!SPC LA S     -   1.00000361  x   0.99994803  =   0.99995164
 AH6443!UTM  15      -   1.00000361  x   1.00018783  =   1.00019144
 AH6443
 AH6443:                Primary Azimuth Mark                     Grid Az
 AH6443:SPC LA S     -  NBTB 06                                  332 34 14.5
 AH6443:UTM  15      -  NBTB 06                                  331 45 00.0
 AH6443
 AH6443|---------------------------------------------------------------------|
 AH6443| PID    Reference Object                     Distance      Geod. Az  |
 AH6443|                                                           dddmmss.s |
 AH6443| AH6444 NBTB 06                             APPROX. 0.8 KM 3325151.9 |
 AH6443|---------------------------------------------------------------------|
 AH6443
 AH6443                          SUPERSEDED SURVEY CONTROL
 AH6443
 AH6443  ELLIP H (12/17/98)  -22.96   (m)                       GP(       ) 4 2
 AH6443
 AH6443.Superseded values are not recommended for survey control.
 AH6443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6443.See file dsdata.txt to determine how the superseded data were derived.
 AH6443
 AH6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1826278482(NAD 83)
 AH6443_MARKER: DD = SURVEY DISK
 AH6443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6443_STAMPING: NBTB 05
 AH6443_MARK LOGO: LA-109
 AH6443_PROJECTION: FLUSH
 AH6443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6443+STABILITY: SURFACE MOTION
 AH6443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6443+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6443
 AH6443  HISTORY     - Date     Condition        Report By
 AH6443  HISTORY     - 1995     MONUMENTED       MPHI
 AH6443
 AH6443                          STATION DESCRIPTION
 AH6443
 AH6443'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6443'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6443'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6443'2.22 FT (0.68 M) AND THE STATION IS ON THE RIGHT.  THE STATION IS A 2
 AH6443'INCH DISK IN CONCRETE. THE STATION IS 32.9 FT (10.0 M) NORTHEAST FROM
 AH6443'THE CENTERLINE OF HWY 24, 1.85 FT (0.56 M) SOUTHWEST FROM THE EDGE OF
 AH6443'CONRETE PARKING, 30.5 FT (9.3 M) SOUTH FROM THE CENTERLINE OF THE
 AH6443'ENTRANCE TO SCATTERBARS RESTAURANT, 63.2 FT (19.3 M) SOUTHWEST FROM
 AH6443'THE CENTERLINE OF THE SIGN, AND 18.2 FT (5.5 M) NORTHWEST FROM THE
 AH6443'TELEPHONE PED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6444 ***********************************************************************
 AH6444  DESIGNATION -  NBTB 06
 AH6444  PID         -  AH6444
 AH6444  STATE/COUNTY-  LA/TERREBONNE
 AH6444  USGS QUAD   -  HOUMA (1980)
 AH6444
 AH6444                         *CURRENT SURVEY CONTROL
 AH6444  ___________________________________________________________________
 AH6444* NAD 83(1992)-  29 37 24.57236(N)    090 44 58.68421(W)     ADJUSTED  
 AH6444* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AH6444  **This station is located in a subsidence area (see below).
 AH6444  ___________________________________________________________________
 AH6444  X           -     -72,598.584 (meters)                     COMP
 AH6444  Y           -  -5,548,510.776 (meters)                     COMP
 AH6444  Z           -   3,134,150.064 (meters)                     COMP
 AH6444  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6444  ELLIP HEIGHT-         -22.81  (meters)          (02/21/02) GPS OBS
 AH6444  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH6444
 AH6444  HORZ ORDER  -  FIRST
 AH6444  ELLP ORDER  -  FIFTH     CLASS I
 AH6444
 AH6444.The horizontal coordinates were established by GPS observations
 AH6444.and adjusted by the National Geodetic Survey in December 1998..
 AH6444
 AH6444 ** The orthometric height has not been validated since last determined
 AH6444 ** by differential leveling and should not be used for control purposes.
 AH6444 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6444 ** area with valid NAVD 88 orthometric heights.
 AH6444 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6444 ** epoch indicated which incorporates improved geoid heights for the
 AH6444 ** Southern Louisiana Subsidence area.
 AH6444 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6444.The orthometric height was determined by GPS observations and a
 AH6444.high-resolution geoid model.
 AH6444
 AH6444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6444
 AH6444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6444
 AH6444.The ellipsoidal height was determined by GPS observations
 AH6444.and is referenced to NAD 83.
 AH6444
 AH6444.The geoid height was determined by GEOID03.
 AH6444
 AH6444;                    North         East     Units Scale Factor Converg.
 AH6444;SPC LA S     -   124,677.578 1,056,527.084   MT  0.99994729   +0 17 30.7
 AH6444;SPC LA S     -   409,046.35  3,466,289.27   sFT  0.99994729   +0 17 30.7
 AH6444;UTM  15      - 3,279,182.175   717,886.013   MT  1.00018580   +1 06 46.0
 AH6444
 AH6444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6444!SPC LA S     -   1.00000358  x   0.99994729  =   0.99995087
 AH6444!UTM  15      -   1.00000358  x   1.00018580  =   1.00018938
 AH6444
 AH6444:                Primary Azimuth Mark                     Grid Az
 AH6444:SPC LA S     -  NBTB 07                                  325 13 01.9
 AH6444:UTM  15      -  NBTB 07                                  324 23 46.6
 AH6444
 AH6444|---------------------------------------------------------------------|
 AH6444| PID    Reference Object                     Distance      Geod. Az  |
 AH6444|                                                           dddmmss.s |
 AH6444| AH6474 NBTB 07                             APPROX. 0.7 KM 3253032.6 |
 AH6444|---------------------------------------------------------------------|
 AH6444
 AH6444                          SUPERSEDED SURVEY CONTROL
 AH6444
 AH6444  ELLIP H (12/17/98)  -22.77   (m)                       GP(       ) 4 2
 AH6444
 AH6444.Superseded values are not recommended for survey control.
 AH6444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6444.See file dsdata.txt to determine how the superseded data were derived.
 AH6444
 AH6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1788679182(NAD 83)
 AH6444_MARKER: DD = SURVEY DISK
 AH6444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6444_STAMPING: NBTB 06
 AH6444_MARK LOGO: LA-109
 AH6444_PROJECTION: FLUSH
 AH6444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6444+STABILITY: SURFACE MOTION
 AH6444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6444+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6444
 AH6444  HISTORY     - Date     Condition        Report By
 AH6444  HISTORY     - 1995     MONUMENTED       MPHI
 AH6444
 AH6444                          STATION DESCRIPTION
 AH6444
 AH6444'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6444'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6444'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6444'2.72 MI (4.38 KM) AND THE STATION IS ON THE RIGHT.  THE STATION IS A 2
 AH6444'INCH DISK IN CONCRETE. THE STATION IS 33.2 FT (10.1 M) NORTHWEST FROM
 AH6444'THE CENTERLINE OF THE EASTBOUND LANE ON WEST SIDE BLVD., 63.2 FT (19.3
 AH6444'M) NORTHEAST FROM THE CENTERLINE OF HWY 24, 10.5 FT (3.2 M) S0UTHEAST
 AH6444'FROM THE PIPELINE SIGN,39.25 FT (11.96 M) SOUTH FROM THE 30 INCH PECAN
 AH6444'TREE, AND 64.8 FT (19.8 M) NORTHWEST FROM THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6474 ***********************************************************************
 AH6474  DESIGNATION -  NBTB 07
 AH6474  PID         -  AH6474
 AH6474  STATE/COUNTY-  LA/TERREBONNE
 AH6474  USGS QUAD   -  GRAY (1980)
 AH6474
 AH6474                         *CURRENT SURVEY CONTROL
 AH6474  ___________________________________________________________________
 AH6474* NAD 83(1992)-  29 37 42.04532(N)    090 45 12.42487(W)     ADJUSTED  
 AH6474* NAVD 88     -         2.9  **(meters)      10.   **(feet)  GPS OBS   
 AH6474  **This station is located in a subsidence area (see below).
 AH6474  ___________________________________________________________________
 AH6474  X           -     -72,964.712 (meters)                     COMP
 AH6474  Y           -  -5,548,240.171 (meters)                     COMP
 AH6474  Z           -   3,134,617.831 (meters)                     COMP
 AH6474  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6474  ELLIP HEIGHT-         -22.61  (meters)          (02/21/02) GPS OBS
 AH6474  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH6474
 AH6474  HORZ ORDER  -  FIRST
 AH6474  ELLP ORDER  -  FIFTH     CLASS I
 AH6474
 AH6474.The horizontal coordinates were established by GPS observations
 AH6474.and adjusted by the National Geodetic Survey in December 1998..
 AH6474
 AH6474 ** The orthometric height has not been validated since last determined
 AH6474 ** by differential leveling and should not be used for control purposes.
 AH6474 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6474 ** area with valid NAVD 88 orthometric heights.
 AH6474 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6474 ** epoch indicated which incorporates improved geoid heights for the
 AH6474 ** Southern Louisiana Subsidence area.
 AH6474 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6474.The orthometric height was determined by GPS observations and a
 AH6474.high-resolution geoid model.
 AH6474
 AH6474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6474
 AH6474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6474
 AH6474.The ellipsoidal height was determined by GPS observations
 AH6474.and is referenced to NAD 83.
 AH6474
 AH6474.The geoid height was determined by GEOID03.
 AH6474
 AH6474;                    North         East     Units Scale Factor Converg.
 AH6474;SPC LA S     -   125,213.669 1,056,154.730   MT  0.99994674   +0 17 23.8
 AH6474;SPC LA S     -   410,805.18  3,465,067.64   sFT  0.99994674   +0 17 23.8
 AH6474;UTM  15      - 3,279,713.001   717,505.925   MT  1.00018376   +1 06 39.8
 AH6474
 AH6474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6474!SPC LA S     -   1.00000355  x   0.99994674  =   0.99995029
 AH6474!UTM  15      -   1.00000355  x   1.00018376  =   1.00018731
 AH6474
 AH6474:                Primary Azimuth Mark                     Grid Az
 AH6474:SPC LA S     -  NBTB 08                                  322 06 09.5
 AH6474:UTM  15      -  NBTB 08                                  321 16 53.5
 AH6474
 AH6474|---------------------------------------------------------------------|
 AH6474| PID    Reference Object                     Distance      Geod. Az  |
 AH6474|                                                           dddmmss.s |
 AH6474| AH6454 NBTB 08                             APPROX. 0.7 KM 3222333.3 |
 AH6474|---------------------------------------------------------------------|
 AH6474
 AH6474                          SUPERSEDED SURVEY CONTROL
 AH6474
 AH6474  ELLIP H (12/17/98)  -22.57   (m)                       GP(       ) 4 2
 AH6474
 AH6474.Superseded values are not recommended for survey control.
 AH6474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6474.See file dsdata.txt to determine how the superseded data were derived.
 AH6474
 AH6474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1750679713(NAD 83)
 AH6474_MARKER: DD = SURVEY DISK
 AH6474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6474_STAMPING: NBTB 07
 AH6474_MARK LOGO: LA-109
 AH6474_PROJECTION: FLUSH
 AH6474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6474+STABILITY: SURFACE MOTION
 AH6474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6474+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6474
 AH6474  HISTORY     - Date     Condition        Report By
 AH6474  HISTORY     - 1995     MONUMENTED       MPHI
 AH6474
 AH6474                          STATION DESCRIPTION
 AH6474
 AH6474'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6474'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6474'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6474'3.10 MI (4.99 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A 2
 AH6474'INCH DISK IN CONCRETE. THE STATION IS 37.7 FT (11.5 M) NORTHEAST FROM
 AH6474'THE CENTERLINE OF HWY 24, 51.5 FT (15.7 M) SOUTHEAST FROM THE FIRE
 AH6474'HYDRANT, 17.8 FT (5.4 M) SOUTH FROM THE CENTERLINE OF DOUGLAS DRIVE,
 AH6474'4.0 FT (1.2 M) NORTHWEST FROM THE TELEPHONE PED., 9.6 FT (2.9 M)
 AH6474'NORTHWEST FROM THE LIGHT POLE, AND 22.2 FT (6.8 M) NORTHWEST FROM THE
 AH6474'TELEPHONE MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6454 ***********************************************************************
 AH6454  DESIGNATION -  NBTB 08
 AH6454  PID         -  AH6454
 AH6454  STATE/COUNTY-  LA/TERREBONNE
 AH6454  USGS QUAD   -  GRAY (1980)
 AH6454
 AH6454                         *CURRENT SURVEY CONTROL
 AH6454  ___________________________________________________________________
 AH6454* NAD 83(1992)-  29 38 00.39645(N)    090 45 28.60589(W)     ADJUSTED  
 AH6454* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6454  **This station is located in a subsidence area (see below).
 AH6454  ___________________________________________________________________
 AH6454  X           -     -73,396.258 (meters)                     COMP
 AH6454  Y           -  -5,547,954.710 (meters)                     COMP
 AH6454  Z           -   3,135,108.763 (meters)                     COMP
 AH6454  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6454  ELLIP HEIGHT-         -23.05  (meters)          (02/21/02) GPS OBS
 AH6454  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH6454
 AH6454  HORZ ORDER  -  FIRST
 AH6454  ELLP ORDER  -  FIFTH     CLASS I
 AH6454
 AH6454.The horizontal coordinates were established by GPS observations
 AH6454.and adjusted by the National Geodetic Survey in December 1998..
 AH6454
 AH6454 ** The orthometric height has not been validated since last determined
 AH6454 ** by differential leveling and should not be used for control purposes.
 AH6454 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6454 ** area with valid NAVD 88 orthometric heights.
 AH6454 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6454 ** epoch indicated which incorporates improved geoid heights for the
 AH6454 ** Southern Louisiana Subsidence area.
 AH6454 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6454.The orthometric height was determined by GPS observations and a
 AH6454.high-resolution geoid model.
 AH6454
 AH6454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6454
 AH6454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6454
 AH6454.The ellipsoidal height was determined by GPS observations
 AH6454.and is referenced to NAD 83.
 AH6454
 AH6454.The geoid height was determined by GEOID03.
 AH6454
 AH6454;                    North         East     Units Scale Factor Converg.
 AH6454;SPC LA S     -   125,776.480 1,055,716.635   MT  0.99994617   +0 17 15.7
 AH6454;SPC LA S     -   412,651.67  3,463,630.33   sFT  0.99994617   +0 17 15.7
 AH6454;UTM  15      - 3,280,269.607   717,059.703   MT  1.00018137   +1 06 32.5
 AH6454
 AH6454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6454!SPC LA S     -   1.00000362  x   0.99994617  =   0.99994979
 AH6454!UTM  15      -   1.00000362  x   1.00018137  =   1.00018499
 AH6454
 AH6454:                Primary Azimuth Mark                     Grid Az
 AH6454:SPC LA S     -  NBTB 07                                  142 06 09.6
 AH6454:UTM  15      -  NBTB 07                                  141 16 52.8
 AH6454
 AH6454|---------------------------------------------------------------------|
 AH6454| PID    Reference Object                     Distance      Geod. Az  |
 AH6454|                                                           dddmmss.s |
 AH6454| AH6474 NBTB 07                             APPROX. 0.7 KM 1422325.3 |
 AH6454|---------------------------------------------------------------------|
 AH6454
 AH6454                          SUPERSEDED SURVEY CONTROL
 AH6454
 AH6454  ELLIP H (12/17/98)  -23.01   (m)                       GP(       ) 4 2
 AH6454
 AH6454.Superseded values are not recommended for survey control.
 AH6454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6454.See file dsdata.txt to determine how the superseded data were derived.
 AH6454
 AH6454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1706080270(NAD 83)
 AH6454_MARKER: DD = SURVEY DISK
 AH6454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6454_STAMPING: NBTB 08
 AH6454_MARK LOGO: LA-109
 AH6454_PROJECTION: FLUSH
 AH6454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6454+STABILITY: SURFACE MOTION
 AH6454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6454+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6454
 AH6454  HISTORY     - Date     Condition        Report By
 AH6454  HISTORY     - 1995     MONUMENTED       MPHI
 AH6454
 AH6454                          STATION DESCRIPTION
 AH6454
 AH6454'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6454'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6454'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6454'3.57 MI (5.75 KM) TO THE STATION ON THE LEFT.  THE STATION IS A 2 INCH
 AH6454'DISK IN CONCRETE. THE STATION IS 22.0 FT (6.7 M) SOUTHWEST FROM THE
 AH6454'CENTERLINE OF HWY 24, 69.5 FT (21.2 M) WEST FROM THE TELEPHONE PED.,
 AH6454'73.0 FT (22.3 M) EAST FROM THE CENTERLINE OF GOBI-MAT WEIR AT
 AH6454'CENTERLINE OF BAYOU TERREBONNE, 194.3 FT (59.2 M) SOUTHEAST FROM THE
 AH6454'CENTERLINE OF THE ENTRANCE ROAD, AND 152.5 FT (46.5 M) NORTHWEST FROM
 AH6454'THE CENTERLINE OF THE UNITED ARTIST SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6434 ***********************************************************************
 AH6434  DESIGNATION -  NBTB 09
 AH6434  PID         -  AH6434
 AH6434  STATE/COUNTY-  LA/TERREBONNE
 AH6434  USGS QUAD   -  GRAY (1980)
 AH6434
 AH6434                         *CURRENT SURVEY CONTROL
 AH6434  ___________________________________________________________________
 AH6434* NAD 83(1992)-  29 38 43.85697(N)    090 45 42.67925(W)     ADJUSTED  
 AH6434* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AH6434  **This station is located in a subsidence area (see below).
 AH6434  ___________________________________________________________________
 AH6434  X           -     -73,765.995 (meters)                     COMP
 AH6434  Y           -  -5,547,288.062 (meters)                     COMP
 AH6434  Z           -   3,136,271.897 (meters)                     COMP
 AH6434  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6434  ELLIP HEIGHT-         -22.94  (meters)          (02/21/02) GPS OBS
 AH6434  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6434
 AH6434  HORZ ORDER  -  FIRST
 AH6434  ELLP ORDER  -  FIFTH     CLASS I
 AH6434
 AH6434.The horizontal coordinates were established by GPS observations
 AH6434.and adjusted by the National Geodetic Survey in December 1998..
 AH6434
 AH6434 ** The orthometric height has not been validated since last determined
 AH6434 ** by differential leveling and should not be used for control purposes.
 AH6434 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6434 ** area with valid NAVD 88 orthometric heights.
 AH6434 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6434 ** epoch indicated which incorporates improved geoid heights for the
 AH6434 ** Southern Louisiana Subsidence area.
 AH6434 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6434.The orthometric height was determined by GPS observations and a
 AH6434.high-resolution geoid model.
 AH6434
 AH6434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6434
 AH6434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6434
 AH6434.The ellipsoidal height was determined by GPS observations
 AH6434.and is referenced to NAD 83.
 AH6434
 AH6434.The geoid height was determined by GEOID03.
 AH6434
 AH6434;                    North         East     Units Scale Factor Converg.
 AH6434;SPC LA S     -   127,112.674 1,055,331.417   MT  0.99994485   +0 17 08.7
 AH6434;SPC LA S     -   417,035.50  3,462,366.49   sFT  0.99994485   +0 17 08.7
 AH6434;UTM  15      - 3,281,600.453   716,655.272   MT  1.00017920   +1 06 27.0
 AH6434
 AH6434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6434!SPC LA S     -   1.00000360  x   0.99994485  =   0.99994845
 AH6434!UTM  15      -   1.00000360  x   1.00017920  =   1.00018280
 AH6434
 AH6434:                Primary Azimuth Mark                     Grid Az
 AH6434:SPC LA S     -  IDLE                                     161 49 41.1
 AH6434:UTM  15      -  IDLE                                     161 00 22.8
 AH6434
 AH6434|---------------------------------------------------------------------|
 AH6434| PID    Reference Object                     Distance      Geod. Az  |
 AH6434|                                                           dddmmss.s |
 AH6434| AH6190 IDLE                                APPROX. 0.6 KM 1620649.8 |
 AH6434|---------------------------------------------------------------------|
 AH6434
 AH6434                          SUPERSEDED SURVEY CONTROL
 AH6434
 AH6434  ELLIP H (12/17/98)  -22.90   (m)                       GP(       ) 4 2
 AH6434
 AH6434.Superseded values are not recommended for survey control.
 AH6434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6434.See file dsdata.txt to determine how the superseded data were derived.
 AH6434
 AH6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1665581600(NAD 83)
 AH6434_MARKER: DD = SURVEY DISK
 AH6434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6434_STAMPING: NBTB 09
 AH6434_MARK LOGO: LA-109
 AH6434_PROJECTION: FLUSH
 AH6434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6434+STABILITY: SURFACE MOTION
 AH6434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6434+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6434
 AH6434  HISTORY     - Date     Condition        Report By
 AH6434  HISTORY     - 1995     MONUMENTED       MPHI
 AH6434
 AH6434                          STATION DESCRIPTION
 AH6434
 AH6434'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6434'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6434'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6434'4.45 MI (7.16 KM) TO THE STATION ON THE LEFT.  THE STATION IS A 2 INCH
 AH6434'DISK IN CONCRETE. THE STATION IS 68.6 FT (20.9 M) SOUTHWEST FROM THE
 AH6434'CENTERLINE OF THE CYCLEWORLD SIGN, 22.8 FT (6.9 M) SOUTHWEST FROM THE
 AH6434'CENTERLINE OF HWY 24, 48.1 FT (14.7 M) NORTHEAST FROM THE WATERS EDGE
 AH6434'OF BAYOU TERREBONNE, 23.2 FT (7.1 M) SOUTHEAST FROM THE POWER POLE,
 AH6434'AND 286.2 FT (87.2 M) NORTHWEST FROM THE CENTERLINE OF THE OAKSHIRE
 AH6434'DRIVE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6461 ***********************************************************************
 AH6461  DESIGNATION -  NBTB 10
 AH6461  PID         -  AH6461
 AH6461  STATE/COUNTY-  LA/TERREBONNE
 AH6461  USGS QUAD   -  GRAY (1980)
 AH6461
 AH6461                         *CURRENT SURVEY CONTROL
 AH6461  ___________________________________________________________________
 AH6461* NAD 83(1992)-  29 39 45.86087(N)    090 46 14.69890(W)     ADJUSTED  
 AH6461* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AH6461  **This station is located in a subsidence area (see below).
 AH6461  ___________________________________________________________________
 AH6461  X           -     -74,614.424 (meters)                     COMP
 AH6461  Y           -  -5,546,332.032 (meters)                     COMP
 AH6461  Z           -   3,137,930.977 (meters)                     COMP
 AH6461  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6461  ELLIP HEIGHT-         -22.97  (meters)          (02/21/02) GPS OBS
 AH6461  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AH6461
 AH6461  HORZ ORDER  -  FIRST
 AH6461  ELLP ORDER  -  FIFTH     CLASS I
 AH6461
 AH6461.The horizontal coordinates were established by GPS observations
 AH6461.and adjusted by the National Geodetic Survey in December 1998..
 AH6461
 AH6461 ** The orthometric height has not been validated since last determined
 AH6461 ** by differential leveling and should not be used for control purposes.
 AH6461 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6461 ** area with valid NAVD 88 orthometric heights.
 AH6461 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6461 ** epoch indicated which incorporates improved geoid heights for the
 AH6461 ** Southern Louisiana Subsidence area.
 AH6461 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6461.The orthometric height was determined by GPS observations and a
 AH6461.high-resolution geoid model.
 AH6461
 AH6461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6461
 AH6461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6461
 AH6461.The ellipsoidal height was determined by GPS observations
 AH6461.and is referenced to NAD 83.
 AH6461
 AH6461.The geoid height was determined by GEOID03.
 AH6461
 AH6461;                    North         East     Units Scale Factor Converg.
 AH6461;SPC LA S     -   129,017.428 1,054,460.887   MT  0.99994305   +0 16 52.7
 AH6461;SPC LA S     -   423,284.68  3,459,510.43   sFT  0.99994305   +0 16 52.7
 AH6461;UTM  15      - 3,283,492.962   715,757.295   MT  1.00017441   +1 06 13.2
 AH6461
 AH6461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6461!SPC LA S     -   1.00000361  x   0.99994305  =   0.99994666
 AH6461!UTM  15      -   1.00000361  x   1.00017441  =   1.00017802
 AH6461
 AH6461:                Primary Azimuth Mark                     Grid Az
 AH6461:SPC LA S     -  NBTB 11                                  335 59 19.5
 AH6461:UTM  15      -  NBTB 11                                  335 09 59.0
 AH6461
 AH6461|---------------------------------------------------------------------|
 AH6461| PID    Reference Object                     Distance      Geod. Az  |
 AH6461|                                                           dddmmss.s |
 AH6461| AH6462 NBTB 11                             APPROX. 0.8 KM 3361612.2 |
 AH6461|---------------------------------------------------------------------|
 AH6461
 AH6461                          SUPERSEDED SURVEY CONTROL
 AH6461
 AH6461  ELLIP H (12/17/98)  -22.94   (m)                       GP(       ) 4 2
 AH6461
 AH6461.Superseded values are not recommended for survey control.
 AH6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6461.See file dsdata.txt to determine how the superseded data were derived.
 AH6461
 AH6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1575783493(NAD 83)
 AH6461_MARKER: DD = SURVEY DISK
 AH6461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6461_STAMPING: NBTB 10
 AH6461_MARK LOGO: LA-109
 AH6461_PROJECTION: FLUSH
 AH6461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6461+STABILITY: SURFACE MOTION
 AH6461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6461+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6461
 AH6461  HISTORY     - Date     Condition        Report By
 AH6461  HISTORY     - 1995     MONUMENTED       MPHI
 AH6461
 AH6461                          STATION DESCRIPTION
 AH6461
 AH6461'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6461'TO REACH THE STATION FORM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6461'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6461'5.75 FT (1.75 M) TO THE STATION ON THE RIGHT.  THE STATION IS A 2 INCH
 AH6461'DISK IN CONCRETE. THE STATION IS 33.9 FT (10.3 M) NORTHEAST FROM THE
 AH6461'CENTERLINE OF HWY 24, 8.9 FT (2.7 M) SOUTHWEST FROM THE 4 1/2 FT
 AH6461'BARBED WIRE FENCE, 83.6 FT (25.5 M) SOUTHEAST FROM THE CENTERLINE OF
 AH6461'THE NORTH END OF THE CONCRETE CROSSING DRAIN, AND 94.0 FT (28.7 M)
 AH6461'SOUTHEAST FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6462 ***********************************************************************
 AH6462  DESIGNATION -  NBTB 11
 AH6462  PID         -  AH6462
 AH6462  STATE/COUNTY-  LA/TERREBONNE
 AH6462  USGS QUAD   -  GRAY (1980)
 AH6462
 AH6462                         *CURRENT SURVEY CONTROL
 AH6462  ___________________________________________________________________
 AH6462* NAD 83(1992)-  29 40 10.14939(N)    090 46 26.92485(W)     ADJUSTED  
 AH6462* NAVD 88     -         3.0  **(meters)      10.   **(feet)  GPS OBS   
 AH6462  **This station is located in a subsidence area (see below).
 AH6462  ___________________________________________________________________
 AH6462  X           -     -74,938.175 (meters)                     COMP
 AH6462  Y           -  -5,545,957.779 (meters)                     COMP
 AH6462  Z           -   3,138,580.979 (meters)                     COMP
 AH6462  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6462  ELLIP HEIGHT-         -22.63  (meters)          (02/21/02) GPS OBS
 AH6462  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH6462
 AH6462  HORZ ORDER  -  FIRST
 AH6462  ELLP ORDER  -  FIFTH     CLASS I
 AH6462
 AH6462.The horizontal coordinates were established by GPS observations
 AH6462.and adjusted by the National Geodetic Survey in December 1998..
 AH6462
 AH6462 ** The orthometric height has not been validated since last determined
 AH6462 ** by differential leveling and should not be used for control purposes.
 AH6462 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6462 ** area with valid NAVD 88 orthometric heights.
 AH6462 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6462 ** epoch indicated which incorporates improved geoid heights for the
 AH6462 ** Southern Louisiana Subsidence area.
 AH6462 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6462.The orthometric height was determined by GPS observations and a
 AH6462.high-resolution geoid model.
 AH6462
 AH6462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6462
 AH6462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6462
 AH6462.The ellipsoidal height was determined by GPS observations
 AH6462.and is referenced to NAD 83.
 AH6462
 AH6462.The geoid height was determined by GEOID03.
 AH6462
 AH6462;                    North         East     Units Scale Factor Converg.
 AH6462;SPC LA S     -   129,763.630 1,054,128.481   MT  0.99994236   +0 16 46.6
 AH6462;SPC LA S     -   425,732.84  3,458,419.86   sFT  0.99994236   +0 16 46.6
 AH6462;UTM  15      - 3,284,234.486   715,414.132   MT  1.00017258   +1 06 08.0
 AH6462
 AH6462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6462!SPC LA S     -   1.00000355  x   0.99994236  =   0.99994591
 AH6462!UTM  15      -   1.00000355  x   1.00017258  =   1.00017613
 AH6462
 AH6462:                Primary Azimuth Mark                     Grid Az
 AH6462:SPC LA S     -  NBTB 12                                  323 49 19.1
 AH6462:UTM  15      -  NBTB 12                                  322 59 57.7
 AH6462
 AH6462|---------------------------------------------------------------------|
 AH6462| PID    Reference Object                     Distance      Geod. Az  |
 AH6462|                                                           dddmmss.s |
 AH6462| AH6463 NBTB 12                             APPROX. 0.8 KM 3240605.7 |
 AH6462|---------------------------------------------------------------------|
 AH6462
 AH6462                          SUPERSEDED SURVEY CONTROL
 AH6462
 AH6462  ELLIP H (12/17/98)  -22.61   (m)                       GP(       ) 4 2
 AH6462
 AH6462.Superseded values are not recommended for survey control.
 AH6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6462.See file dsdata.txt to determine how the superseded data were derived.
 AH6462
 AH6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1541484234(NAD 83)
 AH6462_MARKER: DD = SURVEY DISK
 AH6462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6462_STAMPING: NBTB 11
 AH6462_MARK LOGO: LA-109
 AH6462_PROJECTION: FLUSH
 AH6462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6462+STABILITY: SURFACE MOTION
 AH6462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6462+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6462
 AH6462  HISTORY     - Date     Condition        Report By
 AH6462  HISTORY     - 1995     MONUMENTED       MPHI
 AH6462
 AH6462                          STATION DESCRIPTION
 AH6462
 AH6462'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6462'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6462'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6462'6.25 MI (10.06 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A 2
 AH6462'INCH DISK IN CONCRETE. THE STATION IS 33.8 FT (10.3 M) NORTHEAST FROM
 AH6462'THE CENTERLINE OF HWY 24, 66.0 SOUTHEAST FROM THE CENTERLINE OF NORTH
 AH6462'END OF THE CONCRETE CROSSING DRAIN, 53.3 FT (16.2 M) SOUTHEAST FROM
 AH6462'THE POWER POLE WITH A LIGHT, 58.5 FT (17.8 M) SOUTHEAST FROM THE
 AH6462'CORNER OF THE FENCE, AND 117.8 FT (35.9 M) NORTHWEST FROM THE POWER
 AH6462'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6463 ***********************************************************************
 AH6463  DESIGNATION -  NBTB 12
 AH6463  PID         -  AH6463
 AH6463  STATE/COUNTY-  LA/TERREBONNE
 AH6463  USGS QUAD   -  GRAY (1980)
 AH6463
 AH6463                         *CURRENT SURVEY CONTROL
 AH6463  ___________________________________________________________________
 AH6463* NAD 83(1992)-  29 40 31.01045(N)    090 46 44.21653(W)     ADJUSTED  
 AH6463* NAVD 88     -         3.2  **(meters)      10.   **(feet)  GPS OBS   
 AH6463  **This station is located in a subsidence area (see below).
 AH6463  ___________________________________________________________________
 AH6463  X           -     -75,398.786 (meters)                     COMP
 AH6463  Y           -  -5,545,633.712 (meters)                     COMP
 AH6463  Z           -   3,139,139.181 (meters)                     COMP
 AH6463  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6463  ELLIP HEIGHT-         -22.42  (meters)          (02/21/02) GPS OBS
 AH6463  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH6463
 AH6463  HORZ ORDER  -  FIRST
 AH6463  ELLP ORDER  -  FIFTH     CLASS I
 AH6463
 AH6463.The horizontal coordinates were established by GPS observations
 AH6463.and adjusted by the National Geodetic Survey in December 1998..
 AH6463
 AH6463 ** The orthometric height has not been validated since last determined
 AH6463 ** by differential leveling and should not be used for control purposes.
 AH6463 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6463 ** area with valid NAVD 88 orthometric heights.
 AH6463 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6463 ** epoch indicated which incorporates improved geoid heights for the
 AH6463 ** Southern Louisiana Subsidence area.
 AH6463 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6463.The orthometric height was determined by GPS observations and a
 AH6463.high-resolution geoid model.
 AH6463
 AH6463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6463
 AH6463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6463
 AH6463.The ellipsoidal height was determined by GPS observations
 AH6463.and is referenced to NAD 83.
 AH6463
 AH6463.The geoid height was determined by GEOID03.
 AH6463
 AH6463;                    North         East     Units Scale Factor Converg.
 AH6463;SPC LA S     -   130,403.655 1,053,660.431   MT  0.99994179   +0 16 37.9
 AH6463;SPC LA S     -   427,832.66  3,456,884.26   sFT  0.99994179   +0 16 37.9
 AH6463;UTM  15      - 3,284,867.870   714,936.831   MT  1.00017004   +1 06 00.1
 AH6463
 AH6463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6463!SPC LA S     -   1.00000352  x   0.99994179  =   0.99994531
 AH6463!UTM  15      -   1.00000352  x   1.00017004  =   1.00017356
 AH6463
 AH6463:                Primary Azimuth Mark                     Grid Az
 AH6463:SPC LA S     -  NBTB 11                                  143 49 19.3
 AH6463:UTM  15      -  NBTB 11                                  142 59 57.1
 AH6463
 AH6463|---------------------------------------------------------------------|
 AH6463| PID    Reference Object                     Distance      Geod. Az  |
 AH6463|                                                           dddmmss.s |
 AH6463| AH6462 NBTB 11                             APPROX. 0.8 KM 1440557.2 |
 AH6463|---------------------------------------------------------------------|
 AH6463
 AH6463                          SUPERSEDED SURVEY CONTROL
 AH6463
 AH6463  ELLIP H (12/17/98)  -22.40   (m)                       GP(       ) 4 2
 AH6463
 AH6463.Superseded values are not recommended for survey control.
 AH6463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6463.See file dsdata.txt to determine how the superseded data were derived.
 AH6463
 AH6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1493784868(NAD 83)
 AH6463_MARKER: DD = SURVEY DISK
 AH6463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6463_STAMPING: NBTB 12
 AH6463_MARK LOGO: LA-109
 AH6463_PROJECTION: FLUSH
 AH6463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6463+STABILITY: SURFACE MOTION
 AH6463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6463+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6463
 AH6463  HISTORY     - Date     Condition        Report By
 AH6463  HISTORY     - 1995     MONUMENTED       MPHI
 AH6463
 AH6463                          STATION DESCRIPTION
 AH6463
 AH6463'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6463'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6463'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6463'6.75 MI (10.86 KM) TO THE STATION ON THE LEFT. THE STATION IS A 2 INCH
 AH6463'DISK IN CONCRETE. THE STATION IS 31.5 FT (9.6 M) SOUTHWEST FROM THE
 AH6463'CENTERLINE OF HWY 24, 118.0 FT (36.0 M) NORTHEAST FROM THE EDGE OF THE
 AH6463'ROCK WEIR, 90.0 FT (27.4 M) NORTHWEST FROM THE CENTERLINE OF THE CROSS
 AH6463'OVER, AND 43.7 FT (13.3 M) NORTHWEST FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6469 ***********************************************************************
 AH6469  DESIGNATION -  NBTB 13
 AH6469  PID         -  AH6469
 AH6469  STATE/COUNTY-  LA/TERREBONNE
 AH6469  USGS QUAD   -  GRAY (1980)
 AH6469
 AH6469                         *CURRENT SURVEY CONTROL
 AH6469  ___________________________________________________________________
 AH6469* NAD 83(1992)-  29 41 08.08823(N)    090 47 03.78816(W)     ADJUSTED  
 AH6469* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6469  **This station is located in a subsidence area (see below).
 AH6469  ___________________________________________________________________
 AH6469  X           -     -75,917.244 (meters)                     COMP
 AH6469  Y           -  -5,545,060.944 (meters)                     COMP
 AH6469  Z           -   3,140,130.857 (meters)                     COMP
 AH6469  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6469  ELLIP HEIGHT-         -22.81  (meters)          (02/21/02) GPS OBS
 AH6469  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH6469
 AH6469  HORZ ORDER  -  FIRST
 AH6469  ELLP ORDER  -  FIFTH     CLASS I
 AH6469
 AH6469.The horizontal coordinates were established by GPS observations
 AH6469.and adjusted by the National Geodetic Survey in December 1998..
 AH6469
 AH6469 ** The orthometric height has not been validated since last determined
 AH6469 ** by differential leveling and should not be used for control purposes.
 AH6469 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6469 ** area with valid NAVD 88 orthometric heights.
 AH6469 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6469 ** epoch indicated which incorporates improved geoid heights for the
 AH6469 ** Southern Louisiana Subsidence area.
 AH6469 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6469.The orthometric height was determined by GPS observations and a
 AH6469.high-resolution geoid model.
 AH6469
 AH6469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6469
 AH6469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6469
 AH6469.The ellipsoidal height was determined by GPS observations
 AH6469.and is referenced to NAD 83.
 AH6469
 AH6469.The geoid height was determined by GEOID03.
 AH6469
 AH6469;                    North         East     Units Scale Factor Converg.
 AH6469;SPC LA S     -   131,542.698 1,053,128.745   MT  0.99994079   +0 16 28.1
 AH6469;SPC LA S     -   431,569.67  3,455,139.89   sFT  0.99994079   +0 16 28.1
 AH6469;UTM  15      - 3,285,999.416   714,388.715   MT  1.00016714   +1 05 51.6
 AH6469
 AH6469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6469!SPC LA S     -   1.00000358  x   0.99994079  =   0.99994437
 AH6469!UTM  15      -   1.00000358  x   1.00016714  =   1.00017072
 AH6469
 AH6469:                Primary Azimuth Mark                     Grid Az
 AH6469:SPC LA S     -  NBTB 14                                  351 25 30.6
 AH6469:UTM  15      -  NBTB 14                                  350 36 07.1
 AH6469
 AH6469|---------------------------------------------------------------------|
 AH6469| PID    Reference Object                     Distance      Geod. Az  |
 AH6469|                                                           dddmmss.s |
 AH6469| AH6470 NBTB 14                             APPROX. 0.7 KM 3514158.7 |
 AH6469|---------------------------------------------------------------------|
 AH6469
 AH6469                          SUPERSEDED SURVEY CONTROL
 AH6469
 AH6469  ELLIP H (12/17/98)  -22.78   (m)                       GP(       ) 4 2
 AH6469
 AH6469.Superseded values are not recommended for survey control.
 AH6469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6469.See file dsdata.txt to determine how the superseded data were derived.
 AH6469
 AH6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1438985999(NAD 83)
 AH6469_MARKER: DD = SURVEY DISK
 AH6469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6469_STAMPING: NBTB 13
 AH6469_MARK LOGO: LA-109
 AH6469_PROJECTION: FLUSH
 AH6469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6469+STABILITY: SURFACE MOTION
 AH6469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6469+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6469
 AH6469  HISTORY     - Date     Condition        Report By
 AH6469  HISTORY     - 1995     MONUMENTED       MPHI
 AH6469
 AH6469                          STATION DESCRIPTION
 AH6469
 AH6469'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6469'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6469'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6469'7.55 MI (12.15 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A 2
 AH6469'INCH DISK IN CONCRETE. THE STATION IS 52.8 FT (16.1 M) SOUTHEAST FROM
 AH6469'THE CENTERLINE OF THE CATCH BASIN, 27.2 FT (8.3 M) SOUTHEAST FROM THE
 AH6469'RIGHT OF WAY MARKER, 5.6 FT (1.7 M) SOUTHWEST FROM THE WATER VALVE,
 AH6469'30.1 FT (9.2 M) NORTHWEST FROM THE CENTERLINE OF THE SIGN, 41.85 FT
 AH6469'(12.76 M) NORTHWEST FROM THE CENTERLINE OF THE CATCH BASIN, AND 39.8
 AH6469'FT (12.1 M) NORTHEAST FROM THE CENTERLINE OF HWY 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6470 ***********************************************************************
 AH6470  DESIGNATION -  NBTB 14
 AH6470  PID         -  AH6470
 AH6470  STATE/COUNTY-  LA/TERREBONNE
 AH6470  USGS QUAD   -  GRAY (1980)
 AH6470
 AH6470                         *CURRENT SURVEY CONTROL
 AH6470  ___________________________________________________________________
 AH6470* NAD 83(1992)-  29 41 30.90098(N)    090 47 07.59997(W)     ADJUSTED  
 AH6470* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6470  **This station is located in a subsidence area (see below).
 AH6470  ___________________________________________________________________
 AH6470  X           -     -76,014.949 (meters)                     COMP
 AH6470  Y           -  -5,544,711.646 (meters)                     COMP
 AH6470  Z           -   3,140,741.056 (meters)                     COMP
 AH6470  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6470  ELLIP HEIGHT-         -22.84  (meters)          (02/21/02) GPS OBS
 AH6470  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH6470
 AH6470  HORZ ORDER  -  FIRST
 AH6470  ELLP ORDER  -  FIFTH     CLASS I
 AH6470
 AH6470.The horizontal coordinates were established by GPS observations
 AH6470.and adjusted by the National Geodetic Survey in December 1998..
 AH6470
 AH6470 ** The orthometric height has not been validated since last determined
 AH6470 ** by differential leveling and should not be used for control purposes.
 AH6470 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6470 ** area with valid NAVD 88 orthometric heights.
 AH6470 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6470 ** epoch indicated which incorporates improved geoid heights for the
 AH6470 ** Southern Louisiana Subsidence area.
 AH6470 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6470.The orthometric height was determined by GPS observations and a
 AH6470.high-resolution geoid model.
 AH6470
 AH6470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6470
 AH6470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6470
 AH6470.The ellipsoidal height was determined by GPS observations
 AH6470.and is referenced to NAD 83.
 AH6470
 AH6470.The geoid height was determined by GEOID03.
 AH6470
 AH6470;                    North         East     Units Scale Factor Converg.
 AH6470;SPC LA S     -   132,244.583 1,053,022.911   MT  0.99994019   +0 16 26.2
 AH6470;SPC LA S     -   433,872.44  3,454,792.67   sFT  0.99994019   +0 16 26.2
 AH6470;UTM  15      - 3,286,699.866   714,272.780   MT  1.00016653   +1 05 50.5
 AH6470
 AH6470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6470!SPC LA S     -   1.00000359  x   0.99994019  =   0.99994378
 AH6470!UTM  15      -   1.00000359  x   1.00016653  =   1.00017012
 AH6470
 AH6470:                Primary Azimuth Mark                     Grid Az
 AH6470:SPC LA S     -  NBTB 13                                  171 25 30.6
 AH6470:UTM  15      -  NBTB 13                                  170 36 06.3
 AH6470
 AH6470|---------------------------------------------------------------------|
 AH6470| PID    Reference Object                     Distance      Geod. Az  |
 AH6470|                                                           dddmmss.s |
 AH6470| AH6469 NBTB 13                             APPROX. 0.7 KM 1714156.8 |
 AH6470|---------------------------------------------------------------------|
 AH6470
 AH6470                          SUPERSEDED SURVEY CONTROL
 AH6470
 AH6470  ELLIP H (12/17/98)  -22.81   (m)                       GP(       ) 4 2
 AH6470
 AH6470.Superseded values are not recommended for survey control.
 AH6470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6470.See file dsdata.txt to determine how the superseded data were derived.
 AH6470
 AH6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1427386700(NAD 83)
 AH6470_MARKER: DD = SURVEY DISK
 AH6470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6470_STAMPING: NBTB 14
 AH6470_MARK LOGO: LA-109
 AH6470_PROJECTION: FLUSH
 AH6470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6470+STABILITY: SURFACE MOTION
 AH6470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6470+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6470
 AH6470  HISTORY     - Date     Condition        Report By
 AH6470  HISTORY     - 1995     MONUMENTED       MPHI
 AH6470
 AH6470                          STATION DESCRIPTION
 AH6470
 AH6470'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6470'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6470'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6470'8.0 MI (12.9 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS A 2
 AH6470'INCH DISK IN CONCRETE. THE STATION IS 29.2 FT (8.9 M) WEST FROM THE
 AH6470'CENTERLINE OF HWY 24, 16.8 FT (5.1 M) EAST FROM THE WATERS EDGE, 75.7
 AH6470'FT (23.1 M) WEST FROM THE POWER POLE NO.19, AND 127.0 FT (38.7 M)
 AH6470'SOUTHWEST FROM THE CENTERLINE OF THE CROSSOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6492 ***********************************************************************
 AH6492  DESIGNATION -  NBTB 15
 AH6492  PID         -  AH6492
 AH6492  STATE/COUNTY-  LA/TERREBONNE
 AH6492  USGS QUAD   -  GRAY (1980)
 AH6492
 AH6492                         *CURRENT SURVEY CONTROL
 AH6492  ___________________________________________________________________
 AH6492* NAD 83(1992)-  29 41 52.07763(N)    090 47 12.26789(W)     ADJUSTED  
 AH6492* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AH6492  **This station is located in a subsidence area (see below).
 AH6492  ___________________________________________________________________
 AH6492  X           -     -76,135.992 (meters)                     COMP
 AH6492  Y           -  -5,544,386.795 (meters)                     COMP
 AH6492  Z           -   3,141,307.389 (meters)                     COMP
 AH6492  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6492  ELLIP HEIGHT-         -23.01  (meters)          (02/21/02) GPS OBS
 AH6492  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH6492
 AH6492  HORZ ORDER  -  FIRST
 AH6492  ELLP ORDER  -  FIFTH     CLASS I
 AH6492
 AH6492.The horizontal coordinates were established by GPS observations
 AH6492.and adjusted by the National Geodetic Survey in December 1998..
 AH6492
 AH6492 ** The orthometric height has not been validated since last determined
 AH6492 ** by differential leveling and should not be used for control purposes.
 AH6492 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6492 ** area with valid NAVD 88 orthometric heights.
 AH6492 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6492 ** epoch indicated which incorporates improved geoid heights for the
 AH6492 ** Southern Louisiana Subsidence area.
 AH6492 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6492.The orthometric height was determined by GPS observations and a
 AH6492.high-resolution geoid model.
 AH6492
 AH6492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6492
 AH6492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6492
 AH6492.The ellipsoidal height was determined by GPS observations
 AH6492.and is referenced to NAD 83.
 AH6492
 AH6492.The geoid height was determined by GEOID03.
 AH6492
 AH6492;                    North         East     Units Scale Factor Converg.
 AH6492;SPC LA S     -   132,895.986 1,052,894.317   MT  0.99993965   +0 16 23.9
 AH6492;SPC LA S     -   436,009.58  3,454,370.77   sFT  0.99993965   +0 16 23.9
 AH6492;UTM  15      - 3,287,349.500   714,134.805   MT  1.00016580   +1 05 48.9
 AH6492
 AH6492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6492!SPC LA S     -   1.00000361  x   0.99993965  =   0.99994326
 AH6492!UTM  15      -   1.00000361  x   1.00016580  =   1.00016941
 AH6492
 AH6492:                Primary Azimuth Mark                     Grid Az
 AH6492:SPC LA S     -  NBTB 14                                  168 49 57.9
 AH6492:UTM  15      -  NBTB 14                                  168 00 32.9
 AH6492
 AH6492|---------------------------------------------------------------------|
 AH6492| PID    Reference Object                     Distance      Geod. Az  |
 AH6492|                                                           dddmmss.s |
 AH6492| AH6470 NBTB 14                             APPROX. 0.7 KM 1690621.8 |
 AH6492| AH6493 NBTB 16                             APPROX. 0.7 KM 3374249.5 |
 AH6492|---------------------------------------------------------------------|
 AH6492
 AH6492                          SUPERSEDED SURVEY CONTROL
 AH6492
 AH6492  ELLIP H (12/17/98)  -22.98   (m)                       GP(       ) 4 2
 AH6492
 AH6492.Superseded values are not recommended for survey control.
 AH6492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6492.See file dsdata.txt to determine how the superseded data were derived.
 AH6492
 AH6492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1413587349(NAD 83)
 AH6492_MARKER: DD = SURVEY DISK
 AH6492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6492_STAMPING: NBTB 15
 AH6492_MARK LOGO: LA-109
 AH6492_PROJECTION: FLUSH
 AH6492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6492+STABILITY: SURFACE MOTION
 AH6492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6492+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6492
 AH6492  HISTORY     - Date     Condition        Report By
 AH6492  HISTORY     - 1995     MONUMENTED       MPHI
 AH6492
 AH6492                          STATION DESCRIPTION
 AH6492
 AH6492'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6492'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6492'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6492'8.4 MI (13.5 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS A 2
 AH6492'INCH DISK IN CONCRETE. THE STATION IS 30.0 FT (9.1 M) SOUTHWEST FROM
 AH6492'THE CENTERLINE OF HWY 24, 34.3 FT (10.5 M) NORTHWEST FROM THE
 AH6492'CENTERLINE OF HWY 316 BRIDGE, 22.4 FT (6.8 M) NORTHEAST FROM THE FIRE
 AH6492'HYDRANT, 44.0 FT (13.4 M) EAST FROM THE NORTH CORNER OF THE SCHRIEVER
 AH6492'VOLUNTEER FIRE DEPARTMENT, AND 15.3 FT (4.7 M) SOUTH FROM THE POWER
 AH6492'POLE WITH LIGHT NO.31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6493 ***********************************************************************
 AH6493  DESIGNATION -  NBTB 16
 AH6493  PID         -  AH6493
 AH6493  STATE/COUNTY-  LA/TERREBONNE
 AH6493  USGS QUAD   -  GRAY (1980)
 AH6493
 AH6493                         *CURRENT SURVEY CONTROL
 AH6493  ___________________________________________________________________
 AH6493* NAD 83(1992)-  29 42 14.02519(N)    090 47 22.57154(W)     ADJUSTED  
 AH6493* NAVD 88     -         3.1  **(meters)      10.   **(feet)  GPS OBS   
 AH6493  **This station is located in a subsidence area (see below).
 AH6493  ___________________________________________________________________
 AH6493  X           -     -76,408.345 (meters)                     COMP
 AH6493  Y           -  -5,544,048.576 (meters)                     COMP
 AH6493  Z           -   3,141,894.614 (meters)                     COMP
 AH6493  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6493  ELLIP HEIGHT-         -22.56  (meters)          (02/21/02) GPS OBS
 AH6493  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6493
 AH6493  HORZ ORDER  -  FIRST
 AH6493  ELLP ORDER  -  FIFTH     CLASS I
 AH6493
 AH6493.The horizontal coordinates were established by GPS observations
 AH6493.and adjusted by the National Geodetic Survey in December 1998..
 AH6493
 AH6493 ** The orthometric height has not been validated since last determined
 AH6493 ** by differential leveling and should not be used for control purposes.
 AH6493 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6493 ** area with valid NAVD 88 orthometric heights.
 AH6493 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6493 ** epoch indicated which incorporates improved geoid heights for the
 AH6493 ** Southern Louisiana Subsidence area.
 AH6493 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6493.The orthometric height was determined by GPS observations and a
 AH6493.high-resolution geoid model.
 AH6493
 AH6493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6493
 AH6493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6493
 AH6493.The ellipsoidal height was determined by GPS observations
 AH6493.and is referenced to NAD 83.
 AH6493
 AH6493.The geoid height was determined by GEOID03.
 AH6493
 AH6493;                    North         East     Units Scale Factor Converg.
 AH6493;SPC LA S     -   133,570.405 1,052,614.141   MT  0.99993909   +0 16 18.7
 AH6493;SPC LA S     -   438,222.24  3,453,451.56   sFT  0.99993909   +0 16 18.7
 AH6493;UTM  15      - 3,288,019.974   713,844.898   MT  1.00016426   +1 05 44.5
 AH6493
 AH6493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6493!SPC LA S     -   1.00000354  x   0.99993909  =   0.99994263
 AH6493!UTM  15      -   1.00000354  x   1.00016426  =   1.00016780
 AH6493
 AH6493:                Primary Azimuth Mark                     Grid Az
 AH6493:SPC LA S     -  NBTB 15                                  157 26 25.7
 AH6493:UTM  15      -  NBTB 15                                  156 36 59.9
 AH6493
 AH6493|---------------------------------------------------------------------|
 AH6493| PID    Reference Object                     Distance      Geod. Az  |
 AH6493|                                                           dddmmss.s |
 AH6493| AH6492 NBTB 15                             APPROX. 0.7 KM 1574244.4 |
 AH6493| AH6515 XOVER                               APPROX. 0.5 KM 3412040.2 |
 AH6493|---------------------------------------------------------------------|
 AH6493
 AH6493                          SUPERSEDED SURVEY CONTROL
 AH6493
 AH6493  ELLIP H (12/17/98)  -22.53   (m)                       GP(       ) 4 2
 AH6493
 AH6493.Superseded values are not recommended for survey control.
 AH6493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6493.See file dsdata.txt to determine how the superseded data were derived.
 AH6493
 AH6493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1384588020(NAD 83)
 AH6493_MARKER: DD = SURVEY DISK
 AH6493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6493_STAMPING: NBTB 16
 AH6493_MARK LOGO: LA-109
 AH6493_PROJECTION: FLUSH
 AH6493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6493+STABILITY: SURFACE MOTION
 AH6493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6493+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6493
 AH6493  HISTORY     - Date     Condition        Report By
 AH6493  HISTORY     - 1995     MONUMENTED       MPHI
 AH6493
 AH6493                          STATION DESCRIPTION
 AH6493
 AH6493'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6493'TO REACH THE STAITON FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6493'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6493'8.9 MI (14.3 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS A 2
 AH6493'INCH DISK IN CONCRETE. THE STATION IS 30.0 FT (9.1 M) SOUTHEAST FROM
 AH6493'THE CENTERLINE OF THE CROSS-OVER, 48.1 FT (14.7 M) SOUTHWEST FROM THE
 AH6493'CENTERLINE OF TWO CATCH BASINS, 32.5 FT (9.9 M) SOUTHWEST FROM THE
 AH6493'CENTERLINE OF HWY 24 NORTH, AND 58.5 FT (17.8 M) NORTHWEST FROM THE
 AH6493'POWER POLE NO.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6500 ***********************************************************************
 AH6500  DESIGNATION -  NBTB 17
 AH6500  PID         -  AH6500
 AH6500  STATE/COUNTY-  LA/TERREBONNE
 AH6500  USGS QUAD   -  GRAY (1980)
 AH6500
 AH6500                         *CURRENT SURVEY CONTROL
 AH6500  ___________________________________________________________________
 AH6500* NAD 83(1992)-  29 42 52.13678(N)    090 47 38.86469(W)     ADJUSTED  
 AH6500* NAVD 88     -         2.9  **(meters)      10.   **(feet)  GPS OBS   
 AH6500  **This station is located in a subsidence area (see below).
 AH6500  ___________________________________________________________________
 AH6500  X           -     -76,838.213 (meters)                     COMP
 AH6500  Y           -  -5,543,460.766 (meters)                     COMP
 AH6500  Z           -   3,142,913.717 (meters)                     COMP
 AH6500  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6500  ELLIP HEIGHT-         -22.83  (meters)          (02/21/02) GPS OBS
 AH6500  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AH6500
 AH6500  HORZ ORDER  -  FIRST
 AH6500  ELLP ORDER  -  FIFTH     CLASS I
 AH6500
 AH6500.The horizontal coordinates were established by GPS observations
 AH6500.and adjusted by the National Geodetic Survey in December 1998..
 AH6500
 AH6500 ** The orthometric height has not been validated since last determined
 AH6500 ** by differential leveling and should not be used for control purposes.
 AH6500 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6500 ** area with valid NAVD 88 orthometric heights.
 AH6500 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6500 ** epoch indicated which incorporates improved geoid heights for the
 AH6500 ** Southern Louisiana Subsidence area.
 AH6500 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6500.The orthometric height was determined by GPS observations and a
 AH6500.high-resolution geoid model.
 AH6500
 AH6500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6500
 AH6500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6500
 AH6500.The ellipsoidal height was determined by GPS observations
 AH6500.and is referenced to NAD 83.
 AH6500
 AH6500.The geoid height was determined by GEOID03.
 AH6500
 AH6500;                    North         East     Units Scale Factor Converg.
 AH6500;SPC LA S     -   134,741.744 1,052,170.676   MT  0.99993816   +0 16 10.6
 AH6500;SPC LA S     -   442,065.21  3,451,996.63   sFT  0.99993816   +0 16 10.6
 AH6500;UTM  15      - 3,289,185.075   713,384.529   MT  1.00016184   +1 05 37.7
 AH6500
 AH6500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6500!SPC LA S     -   1.00000359  x   0.99993816  =   0.99994175
 AH6500!UTM  15      -   1.00000359  x   1.00016184  =   1.00016543
 AH6500
 AH6500:                Primary Azimuth Mark                     Grid Az
 AH6500:SPC LA S     -  NBTB 18                                  332 28 38.1
 AH6500:UTM  15      -  NBTB 18                                  331 39 11.0
 AH6500
 AH6500|---------------------------------------------------------------------|
 AH6500| PID    Reference Object                     Distance      Geod. Az  |
 AH6500|                                                           dddmmss.s |
 AH6500| AH6499 NBTB 18                             APPROX. 0.9 KM 3324448.7 |
 AH6500|---------------------------------------------------------------------|
 AH6500
 AH6500                          SUPERSEDED SURVEY CONTROL
 AH6500
 AH6500  ELLIP H (12/17/98)  -22.80   (m)                       GP(       ) 4 2
 AH6500
 AH6500.Superseded values are not recommended for survey control.
 AH6500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6500.See file dsdata.txt to determine how the superseded data were derived.
 AH6500
 AH6500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1338589185(NAD 83)
 AH6500_MARKER: DD = SURVEY DISK
 AH6500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6500_STAMPING: NBTB 17
 AH6500_MARK LOGO: LA-109
 AH6500_PROJECTION: FLUSH
 AH6500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6500+STABILITY: SURFACE MOTION
 AH6500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6500+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6500
 AH6500  HISTORY     - Date     Condition        Report By
 AH6500  HISTORY     - 1995     MONUMENTED       MPHI
 AH6500
 AH6500                          STATION DESCRIPTION
 AH6500
 AH6500'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6500'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6500'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6500'9.67 MI (15.56 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS A 2
 AH6500'INCH DISK IN CONCRETE. THE STATION IS 39.1 FT (11.9 M) SOUTHWEST FROM
 AH6500'THE CENTERLINE OF HWY 24, 192.2 FT (58.6 M) NORTHWEST FROM THE
 AH6500'CENTERLINE OF THE CROSS-OVER, 92.4 FT (28.2 M) SOUTHWEST FROM THE
 AH6500'POWER POLE, AND 11.5 FT (3.5 M) NORTHEAST FROM THE EDGE OF THE CANE
 AH6500'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6499 ***********************************************************************
 AH6499  DESIGNATION -  NBTB 18
 AH6499  PID         -  AH6499
 AH6499  STATE/COUNTY-  LA/TERREBONNE
 AH6499  USGS QUAD   -  GRAY (1980)
 AH6499
 AH6499                         *CURRENT SURVEY CONTROL
 AH6499  ___________________________________________________________________
 AH6499* NAD 83(1992)-  29 43 17.31343(N)    090 47 53.72238(W)     ADJUSTED  
 AH6499* NAVD 88     -         3.3  **(meters)      11.   **(feet)  GPS OBS   
 AH6499  **This station is located in a subsidence area (see below).
 AH6499  ___________________________________________________________________
 AH6499  X           -     -77,232.171 (meters)                     COMP
 AH6499  Y           -  -5,543,071.313 (meters)                     COMP
 AH6499  Z           -   3,143,587.173 (meters)                     COMP
 AH6499  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6499  ELLIP HEIGHT-         -22.42  (meters)          (02/21/02) GPS OBS
 AH6499  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH6499
 AH6499  HORZ ORDER  -  FIRST
 AH6499  ELLP ORDER  -  FIFTH     CLASS I
 AH6499
 AH6499.The horizontal coordinates were established by GPS observations
 AH6499.and adjusted by the National Geodetic Survey in December 1998..
 AH6499
 AH6499 ** The orthometric height has not been validated since last determined
 AH6499 ** by differential leveling and should not be used for control purposes.
 AH6499 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6499 ** area with valid NAVD 88 orthometric heights.
 AH6499 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6499 ** epoch indicated which incorporates improved geoid heights for the
 AH6499 ** Southern Louisiana Subsidence area.
 AH6499 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6499.The orthometric height was determined by GPS observations and a
 AH6499.high-resolution geoid model.
 AH6499
 AH6499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6499
 AH6499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6499
 AH6499.The ellipsoidal height was determined by GPS observations
 AH6499.and is referenced to NAD 83.
 AH6499
 AH6499.The geoid height was determined by GEOID03.
 AH6499
 AH6499;                    North         East     Units Scale Factor Converg.
 AH6499;SPC LA S     -   135,515.031 1,051,767.738   MT  0.99993756   +0 16 03.2
 AH6499;SPC LA S     -   444,602.23  3,450,674.65   sFT  0.99993756   +0 16 03.2
 AH6499;UTM  15      - 3,289,952.656   712,970.416   MT  1.00015966   +1 05 31.2
 AH6499
 AH6499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6499!SPC LA S     -   1.00000352  x   0.99993756  =   0.99994108
 AH6499!UTM  15      -   1.00000352  x   1.00015966  =   1.00016318
 AH6499
 AH6499:                Primary Azimuth Mark                     Grid Az
 AH6499:SPC LA S     -  NBTB 17                                  152 28 38.1
 AH6499:UTM  15      -  NBTB 17                                  151 39 10.1
 AH6499
 AH6499|---------------------------------------------------------------------|
 AH6499| PID    Reference Object                     Distance      Geod. Az  |
 AH6499|                                                           dddmmss.s |
 AH6499| AH6500 NBTB 17                             APPROX. 0.9 KM 1524441.3 |
 AH6499|---------------------------------------------------------------------|
 AH6499
 AH6499                          SUPERSEDED SURVEY CONTROL
 AH6499
 AH6499  ELLIP H (12/17/98)  -22.39   (m)                       GP(       ) 4 2
 AH6499
 AH6499.Superseded values are not recommended for survey control.
 AH6499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6499.See file dsdata.txt to determine how the superseded data were derived.
 AH6499
 AH6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1297089953(NAD 83)
 AH6499_MARKER: DD = SURVEY DISK
 AH6499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6499_STAMPING: NBTB 18
 AH6499_MARK LOGO: LA-109
 AH6499_PROJECTION: FLUSH
 AH6499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6499+STABILITY: SURFACE MOTION
 AH6499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6499+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6499
 AH6499  HISTORY     - Date     Condition        Report By
 AH6499  HISTORY     - 1995     MONUMENTED       MPHI
 AH6499
 AH6499                          STATION DESCRIPTION
 AH6499
 AH6499'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6499'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6499'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6499'10.2 MI (16.4 KM) AND THE STATION IS ON THE RIGHT.  THE STATION IS A 2
 AH6499'INCH DISK IN CONCRETE. THE STATION IS 26.4 FT (8.0 M) NORTHEAST FROM
 AH6499'THE CENTERLINE OF HWY 24, 27.0 FT (8.2 M) NORTHWEST FROM THE
 AH6499'CENTERLINE OF HEADWALL ON THE NORTH END OF THE CROSSING DRAIN, 73.5 FT
 AH6499'(22.4 M) SOUTHEAST FROM THE POWER POLE, 16.1 FT (4.9 M) SOUTHEAST FROM
 AH6499'THE CENTERLINE OF THE CATCH BASIN, AND 17.6 FT (5.4 M) SOUTH FROM THE
 AH6499'FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6510 ***********************************************************************
 AH6510  DESIGNATION -  NBTB 19
 AH6510  PID         -  AH6510
 AH6510  STATE/COUNTY-  LA/TERREBONNE
 AH6510  USGS QUAD   -  GRAY (1980)
 AH6510
 AH6510                         *CURRENT SURVEY CONTROL
 AH6510  ___________________________________________________________________
 AH6510* NAD 83(1992)-  29 43 37.03842(N)    090 48 03.35977(W)     ADJUSTED  
 AH6510* NAVD 88     -         3.6  **(meters)      12.   **(feet)  GPS OBS   
 AH6510  **This station is located in a subsidence area (see below).
 AH6510  ___________________________________________________________________
 AH6510  X           -     -77,486.956 (meters)                     COMP
 AH6510  Y           -  -5,542,766.831 (meters)                     COMP
 AH6510  Z           -   3,144,114.749 (meters)                     COMP
 AH6510  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6510  ELLIP HEIGHT-         -22.14  (meters)          (02/21/02) GPS OBS
 AH6510  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AH6510
 AH6510  HORZ ORDER  -  FIRST
 AH6510  ELLP ORDER  -  FIFTH     CLASS I
 AH6510
 AH6510.The horizontal coordinates were established by GPS observations
 AH6510.and adjusted by the National Geodetic Survey in December 1998..
 AH6510
 AH6510 ** The orthometric height has not been validated since last determined
 AH6510 ** by differential leveling and should not be used for control purposes.
 AH6510 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6510 ** area with valid NAVD 88 orthometric heights.
 AH6510 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6510 ** epoch indicated which incorporates improved geoid heights for the
 AH6510 ** Southern Louisiana Subsidence area.
 AH6510 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6510.The orthometric height was determined by GPS observations and a
 AH6510.high-resolution geoid model.
 AH6510
 AH6510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6510
 AH6510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6510
 AH6510.The ellipsoidal height was determined by GPS observations
 AH6510.and is referenced to NAD 83.
 AH6510
 AH6510.The geoid height was determined by GEOID03.
 AH6510
 AH6510;                    North         East     Units Scale Factor Converg.
 AH6510;SPC LA S     -   136,121.133 1,051,505.918   MT  0.99993710   +0 15 58.3
 AH6510;SPC LA S     -   446,590.75  3,449,815.67   sFT  0.99993710   +0 15 58.3
 AH6510;UTM  15      - 3,290,555.061   712,699.841   MT  1.00015823   +1 05 27.1
 AH6510
 AH6510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6510!SPC LA S     -   1.00000348  x   0.99993710  =   0.99994058
 AH6510!UTM  15      -   1.00000348  x   1.00015823  =   1.00016171
 AH6510
 AH6510:                Primary Azimuth Mark                     Grid Az
 AH6510:SPC LA S     -  NBTB 18                                  156 38 13.1
 AH6510:UTM  15      -  NBTB 18                                  155 48 44.3
 AH6510
 AH6510|---------------------------------------------------------------------|
 AH6510| PID    Reference Object                     Distance      Geod. Az  |
 AH6510|                                                           dddmmss.s |
 AH6510| AH6499 NBTB 18                             APPROX. 0.7 KM 1565411.4 |
 AH6510|---------------------------------------------------------------------|
 AH6510
 AH6510                          SUPERSEDED SURVEY CONTROL
 AH6510
 AH6510  ELLIP H (12/17/98)  -22.11   (m)                       GP(       ) 4 2
 AH6510
 AH6510.Superseded values are not recommended for survey control.
 AH6510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6510.See file dsdata.txt to determine how the superseded data were derived.
 AH6510
 AH6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1270090555(NAD 83)
 AH6510_MARKER: DD = SURVEY DISK
 AH6510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6510_STAMPING: NBTB 19
 AH6510_MARK LOGO: LA-109
 AH6510_PROJECTION: FLUSH
 AH6510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6510+STABILITY: SURFACE MOTION
 AH6510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6510+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6510
 AH6510  HISTORY     - Date     Condition        Report By
 AH6510  HISTORY     - 1995     MONUMENTED       MPHI
 AH6510
 AH6510                          STATION DESCRIPTION
 AH6510
 AH6510'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6510'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6510'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6510'10.62 MI (17.09 KM) AND THE STATION IS ON THE RIGHT.  THE STATION IS A
 AH6510'2 INCH DISK IN CONCRETE. THE STATION IS 34.0 SOUTH FROM THE CENTERLINE
 AH6510'OF THE WATER PLANT ROAD, 17.5 MI (28.2 KM) SOUTHWEST FROM THE
 AH6510'CENTERLINE OF THE CATCH BASIN, 27.5 MI (44.3 KM) NORTHWEST FROM THE
 AH6510'POWER POLE WITH A LIGHT, AND 31.0 FT (9.4 M) NORTHEAST FROM THE
 AH6510'CENTERLINE OF HWY 24 NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6509 ***********************************************************************
 AH6509  DESIGNATION -  NBTB 20
 AH6509  PID         -  AH6509
 AH6509  STATE/COUNTY-  LA/TERREBONNE
 AH6509  USGS QUAD   -  GRAY (1980)
 AH6509
 AH6509                         *CURRENT SURVEY CONTROL
 AH6509  ___________________________________________________________________
 AH6509* NAD 83(1992)-  29 44 06.30778(N)    090 48 10.51867(W)     ADJUSTED  
 AH6509* NAVD 88     -         3.4  **(meters)      11.   **(feet)  GPS OBS   
 AH6509  **This station is located in a subsidence area (see below).
 AH6509  ___________________________________________________________________
 AH6509  X           -     -77,673.065 (meters)                     COMP
 AH6509  Y           -  -5,542,317.052 (meters)                     COMP
 AH6509  Z           -   3,144,897.242 (meters)                     COMP
 AH6509  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6509  ELLIP HEIGHT-         -22.35  (meters)          (02/21/02) GPS OBS
 AH6509  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AH6509
 AH6509  HORZ ORDER  -  FIRST
 AH6509  ELLP ORDER  -  FIFTH     CLASS I
 AH6509
 AH6509.The horizontal coordinates were established by GPS observations
 AH6509.and adjusted by the National Geodetic Survey in December 1998..
 AH6509
 AH6509 ** The orthometric height has not been validated since last determined
 AH6509 ** by differential leveling and should not be used for control purposes.
 AH6509 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6509 ** area with valid NAVD 88 orthometric heights.
 AH6509 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6509 ** epoch indicated which incorporates improved geoid heights for the
 AH6509 ** Southern Louisiana Subsidence area.
 AH6509 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6509.The orthometric height was determined by GPS observations and a
 AH6509.high-resolution geoid model.
 AH6509
 AH6509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6509
 AH6509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6509
 AH6509.The ellipsoidal height was determined by GPS observations
 AH6509.and is referenced to NAD 83.
 AH6509
 AH6509.The geoid height was determined by GEOID03.
 AH6509
 AH6509;                    North         East     Units Scale Factor Converg.
 AH6509;SPC LA S     -   137,021.410 1,051,309.367   MT  0.99993644   +0 15 54.8
 AH6509;SPC LA S     -   449,544.41  3,449,170.81   sFT  0.99993644   +0 15 54.8
 AH6509;UTM  15      - 3,291,452.613   712,490.305   MT  1.00015713   +1 05 24.5
 AH6509
 AH6509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6509!SPC LA S     -   1.00000351  x   0.99993644  =   0.99993995
 AH6509!UTM  15      -   1.00000351  x   1.00015713  =   1.00016064
 AH6509
 AH6509:                Primary Azimuth Mark                     Grid Az
 AH6509:SPC LA S     -  NBTB 19                                  167 41 03.3
 AH6509:UTM  15      -  NBTB 19                                  166 51 33.6
 AH6509
 AH6509|---------------------------------------------------------------------|
 AH6509| PID    Reference Object                     Distance      Geod. Az  |
 AH6509|                                                           dddmmss.s |
 AH6509| AH6510 NBTB 19                             APPROX. 0.9 KM 1675658.1 |
 AH6509|---------------------------------------------------------------------|
 AH6509
 AH6509                          SUPERSEDED SURVEY CONTROL
 AH6509
 AH6509  ELLIP H (12/17/98)  -22.32   (m)                       GP(       ) 4 2
 AH6509
 AH6509.Superseded values are not recommended for survey control.
 AH6509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6509.See file dsdata.txt to determine how the superseded data were derived.
 AH6509
 AH6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1249091453(NAD 83)
 AH6509_MARKER: DD = SURVEY DISK
 AH6509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6509_STAMPING: NBTB 20
 AH6509_MARK LOGO: LA-109
 AH6509_PROJECTION: FLUSH
 AH6509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6509+STABILITY: SURFACE MOTION
 AH6509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6509+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6509
 AH6509  HISTORY     - Date     Condition        Report By
 AH6509  HISTORY     - 1995     MONUMENTED       MPHI
 AH6509
 AH6509                          STATION DESCRIPTION
 AH6509
 AH6509'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6509'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6509'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6509'11.2 MI (18.0 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS A 2
 AH6509'INCH DISK IN CONCRETE. THE STATION IS 48.4 FT (14.8 M) SOUTHEAST FROM
 AH6509'THE CENTERLINE OF THE CROSS-OVER, 27.6 FT (8.4 M) SOUTHWEST FROM THE
 AH6509'CENTERLINE OF HWY 24, 88.8 FT (27.1 M) SOUTHWEST FROM THE POWER POLE
 AH6509'WITH A LIGHT NO.B-588, AND 60.5 FT (18.4 M) NORTHEAST FROM THE
 AH6509'CENTERLINE OF THE CENTER CULVERT AT THE CROSS-OVER ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6503 ***********************************************************************
 AH6503  DESIGNATION -  NBTB 21
 AH6503  PID         -  AH6503
 AH6503  STATE/COUNTY-  LA/TERREBONNE
 AH6503  USGS QUAD   -  THIBODAUX (1983)
 AH6503
 AH6503                         *CURRENT SURVEY CONTROL
 AH6503  ___________________________________________________________________
 AH6503* NAD 83(1992)-  29 45 06.74538(N)    090 48 54.34062(W)     ADJUSTED  
 AH6503* NAVD 88     -         4.0  **(meters)      13.   **(feet)  GPS OBS   
 AH6503  **This station is located in a subsidence area (see below).
 AH6503  ___________________________________________________________________
 AH6503  X           -     -78,837.428 (meters)                     COMP
 AH6503  Y           -  -5,541,377.718 (meters)                     COMP
 AH6503  Z           -   3,146,513.263 (meters)                     COMP
 AH6503  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6503  ELLIP HEIGHT-         -21.84  (meters)          (02/21/02) GPS OBS
 AH6503  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AH6503
 AH6503  HORZ ORDER  -  FIRST
 AH6503  ELLP ORDER  -  FIFTH     CLASS I
 AH6503
 AH6503.The horizontal coordinates were established by GPS observations
 AH6503.and adjusted by the National Geodetic Survey in December 1998..
 AH6503
 AH6503 ** The orthometric height has not been validated since last determined
 AH6503 ** by differential leveling and should not be used for control purposes.
 AH6503 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6503 ** area with valid NAVD 88 orthometric heights.
 AH6503 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6503 ** epoch indicated which incorporates improved geoid heights for the
 AH6503 ** Southern Louisiana Subsidence area.
 AH6503 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6503.The orthometric height was determined by GPS observations and a
 AH6503.high-resolution geoid model.
 AH6503
 AH6503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6503
 AH6503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6503
 AH6503.The ellipsoidal height was determined by GPS observations
 AH6503.and is referenced to NAD 83.
 AH6503
 AH6503.The geoid height was determined by GEOID03.
 AH6503
 AH6503;                    North         East     Units Scale Factor Converg.
 AH6503;SPC LA S     -   138,876.826 1,050,123.427   MT  0.99993513   +0 15 32.9
 AH6503;SPC LA S     -   455,631.72  3,445,279.94   sFT  0.99993513   +0 15 32.9
 AH6503;UTM  15      - 3,293,291.158   711,277.500   MT  1.00015079   +1 05 04.7
 AH6503
 AH6503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6503!SPC LA S     -   1.00000343  x   0.99993513  =   0.99993856
 AH6503!UTM  15      -   1.00000343  x   1.00015079  =   1.00015422
 AH6503
 AH6503:                Primary Azimuth Mark                     Grid Az
 AH6503:SPC LA S     -  NBTB 22                                  348 20 21.3
 AH6503:UTM  15      -  NBTB 22                                  347 30 49.5
 AH6503
 AH6503|---------------------------------------------------------------------|
 AH6503| PID    Reference Object                     Distance      Geod. Az  |
 AH6503|                                                           dddmmss.s |
 AH6503| AH6198 NBTB 22                             APPROX. 0.8 KM 3483554.2 |
 AH6503|---------------------------------------------------------------------|
 AH6503
 AH6503                          SUPERSEDED SURVEY CONTROL
 AH6503
 AH6503  ELLIP H (12/17/98)  -21.81   (m)                       GP(       ) 4 2
 AH6503
 AH6503.Superseded values are not recommended for survey control.
 AH6503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6503.See file dsdata.txt to determine how the superseded data were derived.
 AH6503
 AH6503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1127893291(NAD 83)
 AH6503_MARKER: DD = SURVEY DISK
 AH6503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6503_STAMPING: NBTB 21
 AH6503_MARK LOGO: LA-109
 AH6503_PROJECTION: FLUSH
 AH6503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6503+STABILITY: SURFACE MOTION
 AH6503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6503+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6503
 AH6503  HISTORY     - Date     Condition        Report By
 AH6503  HISTORY     - 1995     MONUMENTED       MPHI
 AH6503
 AH6503                          STATION DESCRIPTION
 AH6503
 AH6503'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6503'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6503'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6503'11.8 MI (19.0 KM) TO THE INTERSECTION OF HWY 20.  TRAVEL EAST ON HWY
 AH6503'20 FOR 0.8 MI (1.3 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS
 AH6503'A 2 INCH DISK IN CONCRETE. THE STATION IS 23.4 FT (7.1 M) SOUTHWEST
 AH6503'FROM THE CENTERLINE OF HWY 20 NORTH, 72.9 FT (22.2 M) WEST FROM THE
 AH6503'METAL LIGHT POLE, 4.8 FT (1.5 M) NORTHWEST FROM THE EDGE OF THE
 AH6503'CONCRETE, 70.5 FT (21.5 M) NORTHEAST FROM THE METAL LIGHT POLE, 23.3
 AH6503'FT (7.1 M) NORTHEAST FROM THE CENTERLINE OF HWY 20 SOUTH, AND 102.3 FT
 AH6503'(31.2 M) SOUTHEAST FROM THE METAL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6198 ***********************************************************************
 AH6198  DESIGNATION -  NBTB 22
 AH6198  PID         -  AH6198
 AH6198  STATE/COUNTY-  LA/TERREBONNE
 AH6198  USGS QUAD   -  THIBODAUX (1983)
 AH6198
 AH6198                         *CURRENT SURVEY CONTROL
 AH6198  ___________________________________________________________________
 AH6198* NAD 83(1992)-  29 45 30.65352(N)    090 48 59.86639(W)     ADJUSTED  
 AH6198* NAVD 88     -         3.9  **(meters)      13.   **(feet)  GPS OBS   
 AH6198  **This station is located in a subsidence area (see below).
 AH6198  ___________________________________________________________________
 AH6198  X           -     -78,980.671 (meters)                     COMP
 AH6198  Y           -  -5,541,010.220 (meters)                     COMP
 AH6198  Z           -   3,147,152.322 (meters)                     COMP
 AH6198  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6198  ELLIP HEIGHT-         -21.92  (meters)          (02/21/02) GPS OBS
 AH6198  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH6198
 AH6198  HORZ ORDER  -  FIRST
 AH6198  ELLP ORDER  -  FIFTH     CLASS I
 AH6198
 AH6198.The horizontal coordinates were established by GPS observations
 AH6198.and adjusted by the National Geodetic Survey in December 1998..
 AH6198
 AH6198 ** The orthometric height has not been validated since last determined
 AH6198 ** by differential leveling and should not be used for control purposes.
 AH6198 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6198 ** area with valid NAVD 88 orthometric heights.
 AH6198 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6198 ** epoch indicated which incorporates improved geoid heights for the
 AH6198 ** Southern Louisiana Subsidence area.
 AH6198 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6198.The orthometric height was determined by GPS observations and a
 AH6198.high-resolution geoid model.
 AH6198
 AH6198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6198
 AH6198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6198
 AH6198.The ellipsoidal height was determined by GPS observations
 AH6198.and is referenced to NAD 83.
 AH6198
 AH6198.The geoid height was determined by GEOID03.
 AH6198
 AH6198;                    North         East     Units Scale Factor Converg.
 AH6198;SPC LA S     -   139,612.261 1,049,971.652   MT  0.99993464   +0 15 30.1
 AH6198;SPC LA S     -   458,044.56  3,444,781.99   sFT  0.99993464   +0 15 30.1
 AH6198;UTM  15      - 3,294,024.487   711,115.108   MT  1.00014994   +1 05 02.8
 AH6198
 AH6198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6198!SPC LA S     -   1.00000344  x   0.99993464  =   0.99993808
 AH6198!UTM  15      -   1.00000344  x   1.00014994  =   1.00015338
 AH6198
 AH6198:                Primary Azimuth Mark                     Grid Az
 AH6198:SPC LA S     -  NBTB 21                                  168 20 21.4
 AH6198:UTM  15      -  NBTB 21                                  167 30 48.7
 AH6198
 AH6198|---------------------------------------------------------------------|
 AH6198| PID    Reference Object                     Distance      Geod. Az  |
 AH6198|                                                           dddmmss.s |
 AH6198| AH6503 NBTB 21                             APPROX. 0.8 KM 1683551.5 |
 AH6198|---------------------------------------------------------------------|
 AH6198
 AH6198                          SUPERSEDED SURVEY CONTROL
 AH6198
 AH6198  ELLIP H (12/17/98)  -21.89   (m)                       GP(       ) 4 2
 AH6198
 AH6198.Superseded values are not recommended for survey control.
 AH6198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6198.See file dsdata.txt to determine how the superseded data were derived.
 AH6198
 AH6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1111594024(NAD 83)
 AH6198_MARKER: DD = SURVEY DISK
 AH6198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6198_STAMPING: NBTB 22
 AH6198_MARK LOGO: LA-109
 AH6198_PROJECTION: FLUSH
 AH6198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6198+STABILITY: SURFACE MOTION
 AH6198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6198+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6198
 AH6198  HISTORY     - Date     Condition        Report By
 AH6198  HISTORY     - 1995     MONUMENTED       MPHI
 AH6198
 AH6198                          STATION DESCRIPTION
 AH6198
 AH6198'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6198'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6198'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6198'11.8 MI (19.0 KM) TO THE INTERSECTION WITH HWY 20.  TRAVEL EAST ON HWY
 AH6198'20 FOR 1.3 MI (2.1 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS
 AH6198'A 2 INCH DISK IN CONCRETE. THE STATION IS 33.6 FT (10.2 M) SOUTH FROM
 AH6198'THE CENTERLINE OF JULIA ROAD, 46.1 FT (14.1 M) WEST FROM THE
 AH6198'CENTERLINE OF HWY 20 NORTH, 27.2 FT (8.3 M) NORTHWEST FROM THE
 AH6198'CENTERLINE OF THE CATCH BASIN, 81.4 EAST FROM THE POWER POLE WITH A
 AH6198'LIGHT, AND 40.7 FT (12.4 M) EAST FROM THE CENTERLINE OF HWY 20 SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5292 ***********************************************************************
 BJ5292  DESIGNATION -  NE CORNER
 BJ5292  PID         -  BJ5292
 BJ5292  STATE/COUNTY-  LA/JEFFERSON
 BJ5292  USGS QUAD   -  INDIAN BEACH (1992)
 BJ5292
 BJ5292                         *CURRENT SURVEY CONTROL
 BJ5292  ___________________________________________________________________
 BJ5292* NAD 83(1992)-  30 01 12.37429(N)    090 07 39.07060(W)     ADJUSTED  
 BJ5292* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BJ5292  **This station is located in a subsidence area (see below).
 BJ5292  ___________________________________________________________________
 BJ5292  X           -     -12,301.358 (meters)                     COMP
 BJ5292  Y           -  -5,527,108.443 (meters)                     COMP
 BJ5292  Z           -   3,172,292.058 (meters)                     COMP
 BJ5292  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BJ5292  ELLIP HEIGHT-         -22.96  (meters)          (09/30/02) GPS OBS
 BJ5292  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BJ5292  DYNAMIC HT  -           3.3   (meters)      11.    (feet)  COMP
 BJ5292  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BJ5292
 BJ5292  HORZ ORDER  -  FIRST
 BJ5292  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ5292  ELLP ORDER  -  FOURTH    CLASS II
 BJ5292
 BJ5292.The horizontal coordinates were established by GPS observations
 BJ5292.and adjusted by the National Geodetic Survey in January 1993..
 BJ5292
 BJ5292 ** The orthometric height has not been validated since last determined
 BJ5292 ** by differential leveling and should not be used for control purposes.
 BJ5292 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5292 ** area with valid NAVD 88 orthometric heights.
 BJ5292 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5292 ** epoch indicated which incorporates improved geoid heights for the
 BJ5292 ** Southern Louisiana Subsidence area.
 BJ5292 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5292.The orthometric height was scaled from a topographic map.
 BJ5292.The vertical order pertains to the NGVD 29 superseded value.
 BJ5292
 BJ5292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5292
 BJ5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5292
 BJ5292.The ellipsoidal height was determined by GPS observations
 BJ5292.and is referenced to NAD 83.
 BJ5292
 BJ5292.The geoid height was determined by GEOID03.
 BJ5292
 BJ5292.The dynamic height is computed by dividing the NAVD 88
 BJ5292.geopotential number by the normal gravity value computed on the
 BJ5292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5292.degrees latitude (g = 980.6199 gals.).
 BJ5292
 BJ5292.The modeled gravity was interpolated from observed gravity values.
 BJ5292
 BJ5292;                    North         East     Units Scale Factor Converg.
 BJ5292;SPC LA S     -   169,106.795 1,116,310.245   MT  0.99992580   +0 36 10.5
 BJ5292;SPC LA S     -   554,811.21  3,662,427.86   sFT  0.99992580   +0 36 10.5
 BJ5292;UTM  15      - 3,324,489.368   777,046.605   MT  1.00054709   +1 26 16.9
 BJ5292
 BJ5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5292!SPC LA S     -   1.00000361  x   0.99992580  =   0.99992941
 BJ5292!UTM  15      -   1.00000361  x   1.00054709  =   1.00055070
 BJ5292
 BJ5292                          SUPERSEDED SURVEY CONTROL
 BJ5292
 BJ5292  ELLIP H (01/21/93)  -22.92   (m)                       GP(       ) 4 2
 BJ5292  NAD 83(1986)-  30 01 12.39183(N)    090 07 39.06670(W) AD(       ) 1
 BJ5292  NAD 27      -  30 01 11.66312(N)    090 07 38.80510(W) AD(       ) 1
 BJ5292  NGVD 29 (05/21/91)    3.402  (m)           11.16   (f) ADJUSTED    1 2
 BJ5292
 BJ5292.Superseded values are not recommended for survey control.
 BJ5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5292.See file dsdata.txt to determine how the superseded data were derived.
 BJ5292
 BJ5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7704724489(NAD 83)
 BJ5292_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5292_SP_SET: CONCRETE POST
 BJ5292_STAMPING: NE CORNER JPE 1987
 BJ5292_MARK LOGO: NGS   
 BJ5292_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5292+STABILITY: SURFACE MOTION
 BJ5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5292+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1990
 BJ5292
 BJ5292  HISTORY     - Date     Condition        Report By
 BJ5292  HISTORY     - 1987     MONUMENTED       LADTD
 BJ5292  HISTORY     - 1987     GOOD             LADTD
 BJ5292  HISTORY     - 19901115 GOOD             NGS
 BJ5292  HISTORY     - 19941117 MARK NOT FOUND   NGS
 BJ5292
 BJ5292                          STATION DESCRIPTION
 BJ5292
 BJ5292'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BJ5292'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) EAST OF THE BUNNABEL
 BJ5292'CANAL,
 BJ5292'0.55 KM (0.35 MI) WEST OF THE METARIE OUTFALL CANAL.
 BJ5292'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICT, C/O BILL MIDDLETON,
 BJ5292'DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA.  PHONE
 BJ5292'504-733-0087.
 BJ5292'
 BJ5292'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5292'CAUSEWAY BOULEVARD, GO NORTH FOR 0.55 KM (0.35 MI) ON CAUSEWAY
 BJ5292'BOULEVARD TO VETERANS MEMORIAL BOULEVARD.
 BJ5292'TURN RIGHT AND GO EAST FOR 3.89 KM (2.4 MI) ON VETERANS TO
 BJ5292'PONCHATRAIN BOULEVARD,
 BJ5292'TURN LEFT AND GO NORTH FOR 1.85 KM (1.15 MI) ON ON PONCHATRAIN TO
 BJ5292'R.E. LEE BOULEVARD ON THE RIGHT.
 BJ5292'TURN LEFT AND GO WEST FOR 0.95 KM (0.6 MI) ON THE METARIE-HAMMOND
 BJ5292'HIGHWAY RO A BRIDGE OVER A CANAL.
 BJ5292'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.54 KM (0.35 MI) ON THE
 BJ5292'METARIE-HAMMOND HIGHWAY TO A ROAD ON THE LEFT AND A LEVEE ROAD ON
 BJ5292'THE RIGHT.  BEAR RIGHT FOR ABOUT 45 METERS (147 FT) TO A LEVEE
 BJ5292'CROWN AND THE STATION ON THE RIGHT.
 BJ5292'
 BJ5292'THE STATION IS A STANDARD NGS DISK
 BJ5292'STAMPED---NE CORNER JPE 1987---,
 BJ5292'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5292'30 CM IN DIAMETER RECESSED 6 CM BELOW GROUND.  LOCATED
 BJ5292'39.3 METERS (128.9 FT) NORTH FROM A UTILITY POLE,
 BJ5292'3 METERS (9.8 FT) NORTHEAST FROM A PIPE HOLE IN THE MIDDLE OF A
 BJ5292'LANE ON THE LEVEE,
 BJ5292'1.5 METERS (4.9 FT) NORTHEAST FROM THE PAVEMENT EDGE, AND
 BJ5292'0.7 METERS (2.3 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 BJ5292'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ5292'STAMPED---NE CORNER JPE 1987---,
 BJ5292'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BJ5292
 BJ5292                          STATION RECOVERY (1987)
 BJ5292
 BJ5292'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ5292'RECOVERED IN GOOD CONDITION.
 BJ5292
 BJ5292                          STATION RECOVERY (1990)
 BJ5292
 BJ5292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ5292'IN NEW ORLEANS, AT THE INTERSECTION OF METAIRIE-HAMMOND HIGHWAY AND
 BJ5292'CHICKASAW AVENUE, 23.3 M (76.4 FT) WEST OF THE EXTENDED CENTER OF THE
 BJ5292'AVENUE, 23.0 M (75.5 FT) NORTH OF THE EXTENDED CENTER OF THE HIGHWAY,
 BJ5292'3.0 M (9.8 FT) EAST OF THE CENTER OF A PAVED BIKE PATH, ON TOP OF A
 BJ5292'LEVEE, AND THE MONUMENT IS 0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
 BJ5292
 BJ5292                          STATION RECOVERY (1994)
 BJ5292
 BJ5292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ5292'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0488 ***********************************************************************
 CQ0488  DESIGNATION -  NE PROPERTY CORNER
 CQ0488  PID         -  CQ0488
 CQ0488  STATE/COUNTY-  LA/OUACHITA
 CQ0488  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0488
 CQ0488                         *CURRENT SURVEY CONTROL
 CQ0488  ___________________________________________________________________
 CQ0488* NAD 83(1986)-  32 27 59.     (N)    092 06 44.     (W)     SCALED    
 CQ0488* NAVD 88     -        23.02   (+/-2cm)      75.5    (feet)  VERTCON   
 CQ0488  ___________________________________________________________________
 CQ0488  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0488
 CQ0488  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0488
 CQ0488.The horizontal coordinates were scaled from a topographic map and have
 CQ0488.an estimated accuracy of +/- 6 seconds.
 CQ0488
 CQ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0488.The vertical order pertains to the NGVD 29 superseded value.
 CQ0488
 CQ0488.The geoid height was determined by GEOID03.
 CQ0488
 CQ0488;                    North         East    Units  Estimated Accuracy
 CQ0488;SPC LA N     -   218,090.    1,036,450.      MT  (+/- 180 meters Scaled)
 CQ0488
 CQ0488                          SUPERSEDED SURVEY CONTROL
 CQ0488
 CQ0488  NGVD 29 (??/??/??)   23.061  (m)           75.66   (f) ADJUSTED    1 2
 CQ0488
 CQ0488.Superseded values are not recommended for survey control.
 CQ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0488.See file dsdata.txt to determine how the superseded data were derived.
 CQ0488
 CQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR834924(NAD 83)
 CQ0488_MARKER: B = BOLT
 CQ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0488+STABILITY: SURFACE MOTION
 CQ0488
 CQ0488  HISTORY     - Date     Condition        Report By
 CQ0488  HISTORY     - UNK      MONUMENTED       DOD
 CQ0488  HISTORY     - 1966     GOOD             CGS
 CQ0488  HISTORY     - 1990     GOOD             USPSQD
 CQ0488  HISTORY     - 1991     GOOD             USPSQD
 CQ0488
 CQ0488                          STATION DESCRIPTION
 CQ0488
 CQ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0488'3.4 MI N FROM MONROE.
 CQ0488'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0488'STATION AT MONROE, THENCE 2.6 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0488'THENCE 0.2 MILE EAST ALONG MOUTON AVENUE, IN SECTION 13, T 17 N, R 3
 CQ0488'E, 31 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 157 FEET WEST OF
 CQ0488'THE CENTER LINE OF LEE AVENUE, 1 FOOT NORTH OF THE NORTHWEST CORNER OF
 CQ0488'HOUSE NUMBER 316, 1 FOOT SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 CQ0488'SIDEWALK, 14.0 FEET NORTH OF A WOODEN CORNER FENCE POST BEARING A
 CQ0488'WITNESS SHIELD ON THE NORTH SIDE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 CQ0488'THE AVENUE, A 1-INCH BOLT HEAD ON THE TOP OF THE NORTHEAST PROPERTY
 CQ0488'CORNER STONE FOR THE U.S. ENGINEERS PROPERTY, AND PROJECTING ABOUT 4
 CQ0488'INCHES.
 CQ0488
 CQ0488                          STATION RECOVERY (1990)
 CQ0488
 CQ0488'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0488'RECOVERED IN GOOD CONDITION.
 CQ0488
 CQ0488                          STATION RECOVERY (1991)
 CQ0488
 CQ0488'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3054 ***********************************************************************
 BK3054  DESIGNATION -  NEAME
 BK3054  PID         -  BK3054
 BK3054  STATE/COUNTY-  LA/VERNON
 BK3054  USGS QUAD   -  ROSEPINE (1994)
 BK3054
 BK3054                         *CURRENT SURVEY CONTROL
 BK3054  ___________________________________________________________________
 BK3054* NAD 83(1992)-  30 59 06.84985(N)    093 17 09.01311(W)     ADJUSTED  
 BK3054* NAVD 88     -        96.4    (meters)     316.     (feet)  VERTCON   
 BK3054  ___________________________________________________________________
 BK3054  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 BK3054  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BK3054
 BK3054  HORZ ORDER  -  FIRST
 BK3054
 BK3054.The horizontal coordinates were established by classical geodetic methods
 BK3054.and adjusted by the National Geodetic Survey in January 1993..
 BK3054
 BK3054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3054
 BK3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3054
 BK3054.The geoid height was determined by GEOID03.
 BK3054
 BK3054;                    North         East     Units Scale Factor Converg.
 BK3054;SPC LA N     -    54,074.670   924,934.858   MT  1.00004609   -0 24 55.7
 BK3054;SPC LA N     -   177,409.98  3,034,557.11   sFT  1.00004609   -0 24 55.7
 BK3054;SPC LA S     -   277,076.713   813,494.249   MT  1.00007310   -0 58 34.6
 BK3054;SPC LA S     -   909,042.52  2,668,939.05   sFT  1.00007310   -0 58 34.6
 BK3054;UTM  15      - 3,428,000.769   472,708.013   MT  0.99960919   -0 08 49.8
 BK3054
 BK3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3054!SPC LA N     -   0.99998907  x   1.00004609  =   1.00003516
 BK3054!SPC LA S     -   0.99998907  x   1.00007310  =   1.00006217
 BK3054!UTM  15      -   0.99998907  x   0.99960919  =   0.99959826
 BK3054
 BK3054:                Primary Azimuth Mark                     Grid Az
 BK3054:SPC LA N     -  C 4256 LAGS 1941                         041 40 47.2
 BK3054:SPC LA S     -  C 4256 LAGS 1941                         042 14 26.1
 BK3054:UTM  15      -  C 4256 LAGS 1941                         041 24 41.3
 BK3054
 BK3054|---------------------------------------------------------------------|
 BK3054| PID    Reference Object                     Distance      Geod. Az  |
 BK3054|                                                           dddmmss.s |
 BK3054| BK3053 C 4256 LAGS 1941                    APPROX. 0.5 KM 0411551.5 |
 BK3054| CV8912 NEAME RM 3                                         1223247.5 |
 BK3054| CV8910 NEAME RM 1                           39.935 METERS 14044     |
 BK3054| BK1277 TT 31 N USGS                        378.544 METERS 15346     |
 BK3054| BK3070 DERIDDER CABLE TV MAST              APPROX.12.8 KM 1804840.8 |
 BK3054| BK3060 DERIDDER RAD STA KDLA MAST          APPROX.11.8 KM 1815346.8 |
 BK3054| CV8911 NEAME RM 2                           44.702 METERS 24349     |
 BK3054|---------------------------------------------------------------------|
 BK3054
 BK3054                          SUPERSEDED SURVEY CONTROL
 BK3054
 BK3054  NAD 83(1986)-  30 59 06.86365(N)    093 17 09.00618(W) AD(       ) 1
 BK3054  NAD 27      -  30 59 06.17638(N)    093 17 08.41906(W) AD(       ) 1
 BK3054  NGVD 29 (07/19/86)   96.6    (m)          317.     (f) VERT ANG       
 BK3054
 BK3054.Superseded values are not recommended for survey control.
 BK3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3054.See file dsdata.txt to determine how the superseded data were derived.
 BK3054
 BK3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7270828001(NAD 83)
 BK3054_MARKER: DS = TRIANGULATION STATION DISK
 BK3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3054
 BK3054  HISTORY     - Date     Condition        Report By
 BK3054  HISTORY     - 1941     MONUMENTED       CGS
 BK3054  HISTORY     - 1941     GOOD             CGS
 BK3054  HISTORY     - 1943     GOOD             CGS
 BK3054  HISTORY     - 1958     GOOD             CGS
 BK3054  HISTORY     - 1972     GOOD             NGS
 BK3054  HISTORY     - 20010331 GOOD             NGS
 BK3054
 BK3054                          STATION DESCRIPTION
 BK3054
 BK3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3054'STATION IS 0.2 MILE W OF THE NEAME RAILROAD DEPOT ON A BARE
 BK3054'HILL ON LAND OWNED BY THE CENTRAL COAL AND COKE COMPANY OF
 BK3054'KANSAS CITY, 100 FEET NNW OF A BLAZED 3-FOOT SYCAMORE TREE,
 BK3054'115 FEET N OF THE CENTER LINE OF A GRADED DIRT ROAD, AND 6
 BK3054'FEET N OF REFERENCE POST.  IT IS STAMPED NEAME 1941 AND PROJECTS
 BK3054'6 INCHES.
 BK3054'
 BK3054'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3054'DISKS SET IN CONCRETE.
 BK3054'
 BK3054'REFERENCE MARK NO. 1 IS SE OF THE STATION, 49 FEET E OF A
 BK3054'BLAZED 3-FOOT SYCAMORE TREE AND 37 FEET N OF THE CENTER LINE
 BK3054'OF GRADED ROAD.  IT IS STAMPED NEAME NO. 1 1941 AND PROJECTS
 BK3054'6 INCHES.
 BK3054'
 BK3054'REFERENCE MARK NO. 2 IS SW OF THE STATION AND 23 FEET N OF THE
 BK3054'CENTER LINE OF THE ROAD.  IT IS STAMPED NEAME NO. 2 1941 AND
 BK3054'PROJECTS 4 INCHES.
 BK3054'
 BK3054'STATE SURVEY STATION C 4256 IS USED FOR THE AZIMUTH MARK.  IT
 BK3054'IS 503.806 METERS NE OF THE STATION, 44 FEET E OF THE CENTER
 BK3054'LINE OF U.S. HIGHWAY 171, 5 FEET W OF CONCRETE REFERENCE
 BK3054'POST.  IT IS STANDARD STATE SURVEY DISK SET IN AN 8-INCH SQUARE
 BK3054'CONCRETE POST.  IT IS STAMPED C 4256 AND PROJECTS ABOUT 6 INCHES.
 BK3054'
 BK3054'A 90-FOOT TOWER AT LUDINGTON IS VISIBLE FROM THE GROUND.
 BK3054'
 BK3054'A 90-FOOT TOWER AT STRACNER IS VISIBLE AT 52 FEET.
 BK3054'
 BK3054'A 77-FOOT TOWER AT DRAKE IS VISIBLE AT 52 FEET.
 BK3054'
 BK3054'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BK3054
 BK3054                          STATION RECOVERY (1941)
 BK3054
 BK3054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RCO)
 BK3054'RECOVERED AS DESCRIBED.
 BK3054
 BK3054                          STATION RECOVERY (1943)
 BK3054
 BK3054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (USE)
 BK3054'THE STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED IN
 BK3054'GOOD CONDITION AS DESCRIBED.
 BK3054
 BK3054                          STATION RECOVERY (1958)
 BK3054
 BK3054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3054'THE STATION WAS VISITED 8-27-58.  THE STATION SURFACE MARK WAS
 BK3054'FOUND DISTURBED, AND THE UNDERGROUND MARK WAS FOUND IN GOOD
 BK3054'CONDITION.  THE SURFACE MARK WAS DUG UP AND RESET DIRECTLY
 BK3054'OVER THE UNDERGROUND MARK BY PLUMB BOB METHOD.  REFERENCE
 BK3054'MARK NO. 1 WAS FOUND IN GOOD CONDITION AND THE 1941 MEASUREMENT
 BK3054'WAS CHECKED.  REFERENCE MARK NO. 2 WAS FOUND WITH THE EAST SIDE
 BK3054'OF THE MARK BROKEN OFF AND THE MEASUREMENT FAILED TO CHECK BY
 BK3054'0.15 FEET, THE 1958 MEASUREMENT BEING THE SHORTER.  SURVEY
 BK3054'MARKS TT 31 N 1934 (USGS) AND C 4256 (LA. GEOD. S.) USED IN
 BK3054'1941 AS AZIMUTH MARKS WERE BOTH FOUND DESTROYED.  THE NEAME
 BK3054'RAILROAD STATION HAS BEEN DISMANTLED AND NO LONGER EXISTS.
 BK3054'
 BK3054'A NEW DESCRIPTION FOLLOWS--
 BK3054'
 BK3054'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF LEESVILLE, 0.2
 BK3054'MIL WEST OF THE KANSAS CITY SOUTHERN RAILROAD TRACK, ON A
 BK3054'LOW KNOLL, OWNED BY THE CENTRAL COAL AND COKE COMPANY OF
 BK3054'KANSAS CITY.  IT IS LOCATED ON THE SOUTH EDGE OF A LARGE PASTURE
 BK3054'WHICH IS NOW PLANTED IN YOUNG PINE TREES.  IT IS 839 FEET WEST
 BK3054'OF THE CENTERLINE OF U.S. HIGHWAY 171, 115 FEET NORTH OF THE
 BK3054'CENTER OF A TRACK ROAD LEADING WEST, AND 99 FEET
 BK3054'NORTH-NORTHWEST OF A SYCAMORE TREE.  IT IS A STANDARD DISK
 BK3054'STAMPED NEAME 1941 1958, PROJECTING 6 INCHES.
 BK3054'
 BK3054'REFERENCE MARK NO. 1 IS 131.02 FEET SOUTHEAST OF THE STATION,
 BK3054'49 FEET EAST OF THE SYCAMORE TREE, AND 36 FEET NORTH OF THE
 BK3054'CENTER OF THE TRACK ROAD.  IT IS A STANDARD DISK, STAMPED NEAME
 BK3054'NO 1 1941 AND PROJECTS 4 INCHES.
 BK3054'
 BK3054'REFERENCE MARK NO. 2 IS 146.66 FEET SOUTHWEST OF THE STATION, 166
 BK3054'FEET WEST OF THE 3-FOOT SYCAMORE TREE, 22 FEET NORTH OF THE
 BK3054'CENTER OF THE TRACK ROAD.  IT IS A STANDARD DISK, STAMPED
 BK3054'NEAME NO 2 1941, FLUSH WITH THE GROUND.
 BK3054'
 BK3054'TO REACH THE STATION FROM THE COURTHOUSE IN LEESVILLE, GO WEST
 BK3054'FOR 2 BLOCKS TO U.S. HIGHWAY 171, TURN LEFT AND GO SOUTH ON
 BK3054'U.S. HIGHWAY 171 FOR 11.1 MILES TO A SIDE ROAD RIGHT ON THE TOP
 BK3054'OF A HILL AND OPPOSITE A SMALL CONCRETE BLOCK HOUSE.  TURN
 BK3054'RIGHT AND GO WEST FOR 0.15 MILE TO THE TOP OF THE KNOLL AND
 BK3054'THE STATION ON THE RIGHT.
 BK3054
 BK3054                          STATION RECOVERY (1972)
 BK3054
 BK3054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BK3054'10 KGS. TENSION MEASUREMENTS TO THE R.M.S.
 BK3054'
 BK3054'NO MEASUREMENTS BETWEEN THE R.M.S DUE TO HEAVY BRUSH AND TREES
 BK3054'ON LINE.
 BK3054'
 BK3054'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 BK3054'IN GOOD CONDITION AS STATED IN THE 1958 DESCRIPTION.  A NEW
 BK3054'REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE.  THE HORIZONTAL
 BK3054'DIRECTIONS AND THE DISTANCE TO THE REFERENCE MARKS CHECKED THE
 BK3054'1958 DATE.  A NEW COMPLETE DESCRIPTION FOLLOWS.
 BK3054'
 BK3054'THE STATION IS ABOUT 10.5 MILES SOUTH OF LEESVILLE, 9.5 MILES
 BK3054'NORTH OF DE RIDDER, IN THE NE 1/4 OF SECTION 16, T 1 S, R 9 W,
 BK3054'AND ON LAND OWNED BY THE OWEN ILLINOIS FOREST PRODUCTS DIVISION,
 BK3054'P.O. BOX 306, LEESVILLE, LOUISIANA, 71446.
 BK3054'
 BK3054'TO REACH THE STATION FROM THE COURT HOUSE IN LEESVILLE, GO WEST
 BK3054'FOR 2 BLOCKS TO THE JUNCTION OF U.S. HIGHWAY 171.  TURN LEFT
 BK3054'AND GO SOUTH ON U.S. HIGHWAY 171 FOR 11.2 MILES TO A METAL
 BK3054'GATE AND A TRACK ROAD RIGHT.  TURN RIGHT, PASSING THROUGH GATE,
 BK3054'AND GO WEST ON THE TRACK ROAD FOR 0.05 MILE TO REFERENCE MARK
 BK3054'3 ON THE LEFT, CONTINUE WEST ON THE TRACK ROAD FOR 0.1 MILE
 BK3054'TO THE STATION ON THE RIGHT IN A GROVE OF PINE TREES.
 BK3054'
 BK3054'STATION MARKS ARE STANDARD DISKS STAMPED NEAME 1941 1958.  THE
 BK3054'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 BK3054'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 BK3054'IS 118 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 26 FEET
 BK3054'WEST-SOUTHWEST OF AN 8-INCH PINE TREE, 19 FEET SOUTH OF A
 BK3054'10-INCH PINE TREE AND 14 FEET NORTHEAST OF A 10-INCH PINE TREE.
 BK3054'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 BK3054'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BK3054'
 BK3054'REFERENCE MARK 1, A STANDARD DISK STAMPED NEAME NO 1 1941,
 BK3054'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 BK3054'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET
 BK3054'NORTH OF THE CENTER OF THE TRACK ROAD AND 7 FEET SOUTH-SOUTHEAST
 BK3054'OF A 12-INCH PINE TREE.
 BK3054'
 BK3054'REFERENCE MARK 2, A STANDARD DISK STAMPED NEAME NO 2 1941, IS SET
 BK3054'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 BK3054'FLUSH WITH THE GROUND SURFACE.  IT 24 FEET NORTH OF THE CENTER
 BK3054'OF THE TRACK ROAD AND 7 FEET SOUTH-SOUTHWEST OF A 9-INCH PINE
 BK3054'TREE WITH A TRIANGLE BLAZE.
 BK3054'
 BK3054'REFERENCE MARK 3, A STANDARD DISK STAMPED NEAME 1941 NO 3 1972,
 BK3054'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK3054'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 BK3054'SOUTH OF THE CENTER OF THE TRACK ROAD, 9 FEET NORTHWEST OF A
 BK3054'36-INCH PINE TREE AND 3 FEET NORTH OF A METAL WITNESS POST.
 BK3054'
 BK3054'HEIGHT OF LIGHT ABOVE STATION MARK 85.7 FEET.
 BK3054'
 BK3054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 BK3054'NORTH OF DE RIDDER.
 BK3054
 BK3054                          STATION RECOVERY (2001)
 BK3054
 BK3054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3054'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3058 ***********************************************************************
 BX3058  DESIGNATION -  NEAR LOGANSPORT OIL DERRICK
 BX3058  PID         -  BX3058
 BX3058  STATE/COUNTY-  LA/DE SOTO
 BX3058  USGS QUAD   -  LOGANSPORT EAST (1984)
 BX3058
 BX3058                         *CURRENT SURVEY CONTROL
 BX3058  ___________________________________________________________________
 BX3058* NAD 83(1992)-  31 57 49.72932(N)    093 57 45.28726(W)     ADJUSTED  
 BX3058* NAVD 88     -                                                        
 BX3058  ___________________________________________________________________
 BX3058  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 BX3058  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX3058
 BX3058  HORZ ORDER  -  THIRD
 BX3058
 BX3058.The horizontal coordinates were established by classical geodetic methods
 BX3058.and adjusted by the National Geodetic Survey in February 1996..
 BX3058
 BX3058
 BX3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3058
 BX3058.The geoid height was determined by GEOID03.
 BX3058
 BX3058;                    North         East     Units Scale Factor Converg.
 BX3058;SPC LA N     -   163,233.068   861,757.929   MT  0.99991506   -0 46 23.8
 BX3058;SPC LA N     -   535,540.49  2,827,284.14   sFT  0.99991506   -0 46 23.8
 BX3058;SPC TX C     - 3,271,904.918 1,301,913.290   MT  1.00002261   +3 16 52.7
 BX3058;SPC TX C     -10,734,574.72  4,271,360.52   sFT  1.00002261   +3 16 52.7
 BX3058;SPC TXNC     - 2,042,214.097 1,028,812.031   MT  1.00005126   +2 28 28.9
 BX3058;SPC TXNC     - 6,700,164.08  3,375,360.81   sFT  1.00005126   +2 28 28.9
 BX3058;UTM  15      - 3,536,829.230   409,041.608   MT  0.99970203   -0 30 34.6
 BX3058
 BX3058                          SUPERSEDED SURVEY CONTROL
 BX3058
 BX3058  NAD 83(1992)-  31 57 49.73341(N)    093 57 45.28940(W) AD(       ) 4
 BX3058  NAD 83(1986)-  31 57 49.73721(N)    093 57 45.28324(W) AD(       ) 4
 BX3058  NAD 27      -  31 57 49.14000(N)    093 57 44.60000(W) AD(       ) 3
 BX3058
 BX3058.Superseded values are not recommended for survey control.
 BX3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3058.See file dsdata.txt to determine how the superseded data were derived.
 BX3058
 BX3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR0904236829(NAD 83)
 BX3058_MARKER: 67 = OIL DERRICK
 BX3058
 BX3058  HISTORY     - Date     Condition        Report By
 BX3058  HISTORY     - 1919     FIRST OBSERVED   CGS
 BX3058
 BX3058                          STATION DESCRIPTION
 BX3058
 BX3058'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2920 ***********************************************************************
 CP2920  DESIGNATION -  NEBRASKA
 CP2920  PID         -  CP2920
 CP2920  STATE/COUNTY-  LA/MADISON
 CP2920  USGS QUAD   -  MOUND (1973)
 CP2920
 CP2920                         *CURRENT SURVEY CONTROL
 CP2920  ___________________________________________________________________
 CP2920* NAD 83(1992)-  32 21 46.93672(N)    091 01 08.68495(W)     ADJUSTED  
 CP2920* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 CP2920  ___________________________________________________________________
 CP2920  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CP2920  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP2920
 CP2920  HORZ ORDER  -  THIRD
 CP2920
 CP2920.The horizontal coordinates were established by classical geodetic methods
 CP2920.and adjusted by the National Geodetic Survey in May 1994..
 CP2920
 CP2920.The orthometric height was scaled from a topographic map.
 CP2920
 CP2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2920
 CP2920.The geoid height was determined by GEOID03.
 CP2920
 CP2920;                    North         East     Units Scale Factor Converg.
 CP2920;SPC LA N     -   207,519.049 1,139,370.651   MT  0.99994485   +0 46 58.7
 CP2920;SPC LA N     -   680,835.41  3,738,085.21   sFT  0.99994485   +0 46 58.7
 CP2920;SPC MS W     -   317,611.308   635,460.906   MT  1.00000135   -0 22 01.5
 CP2920;SPC MS W     - 1,042,029.77  2,084,841.32   sFT  1.00000135   -0 22 01.5
 CP2920;UTM  15      - 3,582,401.955   686,383.538   MT  1.00002840   +1 03 38.4
 CP2920
 CP2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2920!SPC LA N     -   0.99999867  x   0.99994485  =   0.99994352
 CP2920!SPC MS W     -   0.99999867  x   1.00000135  =   1.00000002
 CP2920!UTM  15      -   0.99999867  x   1.00002840  =   1.00002707
 CP2920
 CP2920:                Primary Azimuth Mark                     Grid Az
 CP2920:SPC LA N     -  VICKSBURG CORPS ENG RADIO MAST           088 46 31.8
 CP2920:SPC MS W     -  VICKSBURG CORPS ENG RADIO MAST           089 55 32.0
 CP2920:UTM  15      -  VICKSBURG CORPS ENG RADIO MAST           088 29 52.1
 CP2920
 CP2920|---------------------------------------------------------------------|
 CP2920| PID    Reference Object                     Distance      Geod. Az  |
 CP2920|                                                           dddmmss.s |
 CP2920| CP2763 VICKSBURG CORPS ENG RADIO MAST      APPROX.17.8 KM 0893330.5 |
 CP2920| CY4301 NEBRASKA RM 1                        29.200 METERS 15447     |
 CP2920| CY4300 NEBRASKA AZ MK                                     1963511.9 |
 CP2920| CP2921 91 M USE 1959                       308.033 METERS 22900     |
 CP2920| CY4302 NEBRASKA RM 2                        25.652 METERS 34949     |
 CP2920|---------------------------------------------------------------------|
 CP2920
 CP2920                          SUPERSEDED SURVEY CONTROL
 CP2920
 CP2920  NAD 83(1992)-  32 21 46.94836(N)    091 01 08.67988(W) AD(       ) 3
 CP2920  NAD 83(1986)-  32 21 46.94903(N)    091 01 08.68041(W) AD(       ) 3
 CP2920  NAD 27      -  32 21 46.42500(N)    091 01 08.29500(W) AD(       ) 3
 CP2920
 CP2920.Superseded values are not recommended for survey control.
 CP2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2920.See file dsdata.txt to determine how the superseded data were derived.
 CP2920
 CP2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8638482402(NAD 83)
 CP2920_MARKER: DS = TRIANGULATION STATION DISK
 CP2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2920
 CP2920  HISTORY     - Date     Condition        Report By
 CP2920  HISTORY     - 1959     MONUMENTED       CGS
 CP2920
 CP2920                          STATION DESCRIPTION
 CP2920
 CP2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2920'STATION IS ABOUT 3 MILES EAST-NORTHEAST OF THOMASTOWN AND
 CP2920'1-3/4 MILES NORTH-NORTHEAST OF MOUND.  ON THE EDGE OF THE TOP
 CP2920'OF THE LEVEE.  IN THE NORTH SIDE CENTER OF SECTION 41, T 16 N,
 CP2920'R 14 E.
 CP2920'
 CP2920'TO REACH FROM THE CROSSROAD IN MOUND, GO NORTH ON GRAVEL
 CP2920'ROAD FOR 1.45 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CP2920'NORTH ON GRAVEL ROAD FOR 0.15 MILE TO 91 M (USE) ON THE
 CP2920'LEFT, CONTINUE NORTH ON GRAVEL ROAD FOR 0.15 MILE TO A T-JUNCTION,
 CP2920'TURN RIGHT, EASTERLY, ON GRADED ROAD FOR 0.1 MILE TO A GATE,
 CP2920'PASS THROUGH GATE AND CONTINUE EASTERLY FOR 0.05 MILE TO THE TOP
 CP2920'OF LEVEE AND A GATE ON THE RIGHT, PASS THROUGH THE GATE,
 CP2920'SOUTHEASTERLY, AND FOLLOW TOP OF LEVEE FOR 0.05 MILE TO THE
 CP2920'STATION.
 CP2920'
 CP2920'STATION MARKS ARE STANDARD DISKS, STAMPED NEBRASKA 1958.
 CP2920'THE SURFACE MARK IS SET IN THE TOP OF AN 11 INCH SQUARE
 CP2920'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 269 FEET SOUTHEAST
 CP2920'OF THE WEST GATEPOST, 112 FEET NORTHEAST OF NORTH-SOUTH
 CP2920'RIGHT-OF-WAY LEVEE FENCE, 106 FEET SOUTHWEST OF A FENCE
 CP2920'CORNER AND 13 FEET SOUTHWEST OF THE CENTER OF ROAD ON TOP
 CP2920'OF LEVEE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 CP2920'OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.  NO WITNESS
 CP2920'POST WAS SET.
 CP2920'
 CP2920'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEBRASKA NO 1
 CP2920'1958, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 CP2920'FLUSH WITH THE GROUND.  IT IS 365 FEET SOUTH-SOUTHEAST OF
 CP2920'THE GATEPOST, 164 FEET SOUTH OF THE FENCE CORNER, 109 FEET
 CP2920'EAST-NORTHEAST OF THE RIGHT-OF-WAY FENCE AND 17 FEET SOUTHWEST
 CP2920'OF THE CENTER OF THE LEVEE ROAD.
 CP2920'
 CP2920'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEBRASKA NO 2
 CP2920'1958, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 CP2920'FLUSH WITH THE GROUND.  IT IS 190 FEET SOUTHEAST OF THE
 CP2920'GATEPOST, 135 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 92
 CP2920'FEET NORTHWEST OF THE FENCE CORNER AND 13 FEET EAST OF THE
 CP2920'LEVEE ROAD CENTER.
 CP2920'
 CP2920'AZIMUTH MARK IS A STANDARD DISK, STAMPED NEBRASKA 1958, SET
 CP2920'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 CP2920'7 INCHES.  IT IS 36 FEET NORTH OF A TELEPHONE POLE, 22 FEET
 CP2920'EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 3 FEET
 CP2920'NORTH OF A POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST
 CP2920'WAS SET 2 FEET NORTH OF THE MARK.
 CP2920'
 CP2920'91 M (USE) IS A STANDARD U.S. CORPS OF ENGINEERS BENCH MARK,
 CP2920'STAMPED 884 1931 91 M, BOLTED TO THE TOP OF A 3-1/2 INCH
 CP2920'IRON PIPE PROJECTING 10 INCHES.  IT IS 246 FEET WEST OF THE
 CP2920'CENTER OF A NORTH-SOUTH GRAVEL ROAD, 41 FEET WEST OF THE
 CP2920'SOUTHEAST CORNER OF A YARD FENCE, 23 FEET SOUTHEAST OF THE
 CP2920'SOUTHWEST CORNER OF A FRAME HOUSE, 16 FEET SOUTHWEST OF THE
 CP2920'SOUTHEAST CORNER OF THE HOUSE AND 10 FEET NORTH OF A YARD
 CP2920'FENCE.
 CP2920'
 CP2920'DISTANCE TO 91 M (USE) WAS DETERMINED BY USING THE SHORT
 CP2920'BASE METHOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2547 ***********************************************************************
 BW2547  DESIGNATION -  NECESSITY
 BW2547  PID         -  BW2547
 BW2547  STATE/COUNTY-  LA/FRANKLIN
 BW2547  USGS QUAD   -  EXTENSION (1984)
 BW2547
 BW2547                         *CURRENT SURVEY CONTROL
 BW2547  ___________________________________________________________________
 BW2547* NAD 83(1992)-  31 58 49.40209(N)    091 48 31.53154(W)     ADJUSTED  
 BW2547* NAVD 88     -        19.05   (+/-2cm)      62.5    (feet)  VERTCON   
 BW2547  ___________________________________________________________________
 BW2547  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BW2547  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BW2547
 BW2547  HORZ ORDER  -  FIRST
 BW2547  VERT ORDER  -  THIRD ? (See Below)
 BW2547
 BW2547.The horizontal coordinates were established by classical geodetic methods
 BW2547.and adjusted by the National Geodetic Survey in May 1994..
 BW2547
 BW2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2547.The vertical order pertains to the NGVD 29 superseded value.
 BW2547
 BW2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2547
 BW2547.The geoid height was determined by GEOID03.
 BW2547
 BW2547;                    North         East     Units Scale Factor Converg.
 BW2547;SPC LA N     -   164,346.402 1,065,325.481   MT  0.99991534   +0 21 55.7
 BW2547;SPC LA N     -   539,193.15  3,495,155.35   sFT  0.99991534   +0 21 55.7
 BW2547;UTM  15      - 3,538,881.729   612,546.631   MT  0.99975621   +0 37 51.5
 BW2547
 BW2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2547!SPC LA N     -   1.00000109  x   0.99991534  =   0.99991643
 BW2547!UTM  15      -   1.00000109  x   0.99975621  =   0.99975730
 BW2547
 BW2547|---------------------------------------------------------------------|
 BW2547| PID    Reference Object                     Distance      Geod. Az  |
 BW2547|                                                           dddmmss.s |
 BW2547| CY4306 NECESSITY RM 3                       78.925 METERS 06259     |
 BW2547| BW2526 WISNER MUNICIPAL TANK               APPROX.14.4 KM 0893910.2 |
 BW2547| CY4304 NECESSITY RM 1                       49.365 METERS 12101     |
 BW2547| CY4305 NECESSITY RM 2                       37.947 METERS 24746     |
 BW2547| CY4307 NECESSITY RM 4                       33.836 METERS 27419     |
 BW2547| BW1780 NECESSITY AZ MK                                    3271714.6 |
 BW2547|---------------------------------------------------------------------|
 BW2547
 BW2547                          SUPERSEDED SURVEY CONTROL
 BW2547
 BW2547  NAD 83(1992)-  31 58 49.40315(N)    091 48 31.52961(W) AD(       ) 1
 BW2547  NAD 83(1986)-  31 58 49.41563(N)    091 48 31.52655(W) AD(       ) 1
 BW2547  NAD 27      -  31 58 48.84350(N)    091 48 31.06359(W) AD(       ) 1
 BW2547  NGVD 29 (07/19/86)   19.06   (m)           62.5    (f) LEVELING    3  
 BW2547
 BW2547.Superseded values are not recommended for survey control.
 BW2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2547.See file dsdata.txt to determine how the superseded data were derived.
 BW2547
 BW2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR1254738882(NAD 83)
 BW2547_MARKER: DS = TRIANGULATION STATION DISK
 BW2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2547
 BW2547  HISTORY     - Date     Condition        Report By
 BW2547  HISTORY     - 1941     MONUMENTED       CGS
 BW2547  HISTORY     - 1956     SEE DESCRIPTION  USGS
 BW2547  HISTORY     - 1969     MARK NOT FOUND   LADH
 BW2547  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BW2547
 BW2547                          STATION DESCRIPTION
 BW2547
 BW2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2547'STATION IS IN SEC. 36, T. 12 N., R. 6 E., ABOUT 9 MILES W
 BW2547'OF WISNER, ON THE E SIDE OF STATE HIGHWAY 169.  IT IS ABOUT
 BW2547'100 YARDS E OF THE CENTER OF THE HIGHWAY, 47 FEET S OF THE
 BW2547'CENTER OF A DIRT ROAD, 70 FEET NE OF A 16-INCH GUM TREE AND
 BW2547'8 FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED NECESSITY
 BW2547'1941 AND PROJECTS ABOUT 6 INCHES.
 BW2547'
 BW2547'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2547'BRONZE DISKS SET IN CONCRETE.
 BW2547'
 BW2547'REFERENCE MARK NO.1 IS 2 FEET N OF A BRICK CHIMNEY AT A
 BW2547'SHACK.  IT IS STAMPED NECESSITY NO.1 1941 AND PROJECTS ABOUT
 BW2547'4 INCHES.
 BW2547'
 BW2547'REFERENCE MARK NO.2 IS 40 FEET E OF THE CENTER OF THE HIGHWAY
 BW2547'AND 30 FEET S OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED
 BW2547'NECESSITY NO.2 1941 AND PROJECTS ABOUT 6 INCHES.
 BW2547'
 BW2547'AZIMUTH MARK IS 30 FEET W OF THE CENTER OF STATE HIGHWAY 169,
 BW2547'60 FEET N OF A GAS STATION, 30 FEET N OF THE CENTER OF A DIRT SIDE
 BW2547'ROAD AND 5 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED
 BW2547'NECESSITY 1941 AND PROJECTS ABOUT 6 INCHES.
 BW2547'
 BW2547'TO REACH THE STATION FROM WISNER, GO W ON STATE HIGHWAY 169
 BW2547'FOR 14.2 MILES TO THE STATION ON THE RIGHT.  TO REACH THE
 BW2547'AZIMUTH MARK FROM THE STATION, CONTINUE ON STATE HIGHWAY 169
 BW2547'FOR 0.4 MILE TO A GAS STATION AND AZIMUTH MARK.
 BW2547'
 BW2547'A 116-FOOT SIGNAL AT WISNER IS VISIBLE AT 90 FEET.
 BW2547'
 BW2547'A 103-FOOT SIGNAL AT PRICHARD IS VISIBLE AT 90 FEET.
 BW2547'
 BW2547'A 90-FOOT SIGNAL AT ENTERPRISE IS VISIBLE AT 77 FEET.
 BW2547'
 BW2547'A 116-FOOT SIGNAL AT COPEN IS VISIBLE AT 90 FEET.
 BW2547'
 BW2547'A 77-FOOT SIGNAL AT SICILY IS VISIBLE AT 90 FEET.
 BW2547'
 BW2547'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BW2547
 BW2547                          STATION RECOVERY (1956)
 BW2547
 BW2547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BW2547'STATION DISTURBED, ONE CORNER CHIPPED OFF BUT SOLID.
 BW2547'
 BW2547'AZIMUTH MARK HAS ONE CORNER CHIPPED BUT SOLID.
 BW2547
 BW2547                          STATION RECOVERY (1969)
 BW2547
 BW2547'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (CWB)
 BW2547'THE STATION SITE WAS VISITED 3/19/69.  THE STATION MARK AND
 BW2547'REFERENCE MARKS NO. 1 AND NO. 2 COULD NOT BE LOCATED.  THE
 BW2547'AZIMUTH MARK WAS LOCATED 0.4 MILE NORTH OF THE STATION SITE
 BW2547'ON THE WEST SIDE OF LOUISIANA HIGHWAY 562.  A NEW DESCRIPTION
 BW2547'FOLLOWS--
 BW2547'
 BW2547'TO REACH THE STATION SITE GO WEST ALONG LOUISIANA HIGHWAY 562
 BW2547'14.4 MILES FROM THE POST OFFICE IN WISNER.  IT IS 0.1 MILE
 BW2547'NORTH OF MR. CHARLES GRAYSONS STORE AND PLANTATION HEADQUARTERS
 BW2547'AND ABOUT 0.05 MILE EAST OF THE CENTER LINE OF LOUISIANA HIGHWAY
 BW2547'562.  A GRAVEL ROAD IS 47.0 FEET NORTH OF THE MARK.  THE SITE
 BW2547'CAN ALSO BE REACHED BY GOING SOUTH ON LOUISIANA HIGHWAY 562
 BW2547'4.7 MILES FROM THE POST OFFICE IN FORT NECESSITY.  THE STATION
 BW2547'MARK COULD NOT BE LOCATED AND REFERENCE MARKS NO. 1 AND NO. 2
 BW2547'COULD NOT BE LOCATED.  IT IS OUR UNDERSTANDING THAT A GRAVEL
 BW2547'STOCK PILE WAS LOCATED ON THIS SITE DURING THE CONSTRUCTION
 BW2547'OF LOUISIANA HIGHWAY 562.
 BW2547'
 BW2547'THE AZIMUTH MARK WAS FOUND 0.4 MILE NORTH OF THE STATION SITE
 BW2547'ON THE WEST SIDE OF LOUISIANA HIGHWAY 562.  IT IS 39.8 FEET
 BW2547'WEST OF THE CENTER LINE OF THE HIGHWAY AND 36.0 FEET NORTH OF
 BW2547'THE CENTER LINE OF A GRAVEL ROAD, 1.5 FEET WEST OF A BARBWIRE
 BW2547'FENCE.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED NECESSITY,
 BW2547'1941.
 BW2547'
 BW2547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WISNER 9.0
 BW2547'MILES WEST
 BW2547
 BW2547                          STATION RECOVERY (1971)
 BW2547
 BW2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2547'THE STATION SUBSURFACE DISK WAS RECOVERED AND FOUND IN GOOD
 BW2547'CONDITION.  THE SURFACE DISK HAS BEEN DESTROYED.  THE AZIMUTH
 BW2547'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARKS
 BW2547'1 AND 2 HAVE BEEN DESTROYED.  A NEW STATION SURFACE DISK AND
 BW2547'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS DATE.  THE
 BW2547'HORIZONTAL DIRECTION TO THE AZIMUTH MARK WAS FOUND TO BE IN
 BW2547'ERROR BY 10.5 SECONDS FROM THE 1941 OBSERVATION.  A NEW
 BW2547'COMPLETE DESCRIPTION FOLLOWS.
 BW2547'
 BW2547'THE STATION IS ABOUT 10.0 MILES SOUTHWEST OF GILBERT, 8.0 MILES
 BW2547'WEST OF WISNER, 4.5 MILES SOUTH OF FORT NECESSITY, IN SECTION 36,
 BW2547'T 12 N, R 6 E, AND ON LAND OWNED BY MR. F.A. MASSONY, 310 FRONT
 BW2547'STREET, WINNSBORO, LOUISIANA, 71295.
 BW2547'
 BW2547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND
 BW2547'STATE HIGHWAY 562 IN FORT NECESSITY, GO SOUTH ON STATE HIGHWAY
 BW2547'562 FOR 4.25 MILES TO A GRAVELED SIDE ROAD RIGHT AND THE AZIMUTH
 BW2547'MARK ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 562 FOR 0.45
 BW2547'MILE TO A GRAVELED SIDE ROAD LEFT AND THE STATION ON THE LEFT.
 BW2547'
 BW2547'THE SURFACE STATION DISK, IS A STANDARD DISK STAMPED NECESSITY
 BW2547'1941 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2547'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 161
 BW2547'FEET EAST-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 562, 45
 BW2547'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD AND 22
 BW2547'FEET NORTH OF THE NORTHEAST CORNER OF A METAL BUILDING.  THE
 BW2547'UNDERGROUND MARK IS A STANDARD DISK STAMPED NECESSITY 1941, IS
 BW2547'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BW2547'BELOW THE GROUND SURFACE.
 BW2547'
 BW2547'REFERENCE MARK 3, A STANDARD DISK STAMPED NECESSITY 1941 NO 3
 BW2547'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BW2547'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET
 BW2547'SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 36 FEET
 BW2547'SOUTH OF A FENCE CORNER, 5.5 FEET SOUTH-SOUTHWEST OF A METAL
 BW2547'WITNESS POST AND 1 FOOT WEST OF A FENCE.
 BW2547'
 BW2547'REFERENCE MARK 4, A STANDARD DISK STAMPED NECESSITY 1941 NO 4
 BW2547'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2547'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET
 BW2547'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 562, 14 FEET
 BW2547'NORTH-NORTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 0.6 FEET
 BW2547'SOUTH-SOUTHEAST OF A FENCELINE.
 BW2547'
 BW2547'THE AZIMUTH MARK, A STANDARD DISK STAMPED NECESSITY 1941, IS
 BW2547'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 BW2547'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET
 BW2547'WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 562, 34
 BW2547'FEET NORTH-NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 17 FEET
 BW2547'SOUTH-SOUTHEAST OF A POWERLINE POLE AND 2.5 FEET WEST-NORTHWEST
 BW2547'OF A METAL WITNESS POST.
 BW2547'
 BW2547'TENSION PULL ON THE RMS 10 KILOS.
 BW2547'
 BW2547'HEIGHT OF LIGHT ABOVE STATION MARK 127.7 FEET.
 BW2547'
 BW2547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BW2547'4.5 MILES SOUTH OF FORT NECESSITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1780 ***********************************************************************
 BW1780  DESIGNATION -  NECESSITY AZ MK
 BW1780  PID         -  BW1780
 BW1780  STATE/COUNTY-  LA/FRANKLIN
 BW1780  USGS QUAD   -  EXTENSION (1984)
 BW1780
 BW1780                         *CURRENT SURVEY CONTROL
 BW1780  ___________________________________________________________________
 BW1780* NAD 83(1986)-  31 59 10.     (N)    091 48 46.     (W)     SCALED    
 BW1780* NAVD 88     -        19.59   (+/-2cm)      64.3    (feet)  VERTCON   
 BW1780  ___________________________________________________________________
 BW1780  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BW1780
 BW1780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1780
 BW1780.The horizontal coordinates were scaled from a topographic map and have
 BW1780.an estimated accuracy of +/- 6 seconds.
 BW1780
 BW1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1780.The vertical order pertains to the NGVD 29 superseded value.
 BW1780
 BW1780.The geoid height was determined by GEOID03.
 BW1780
 BW1780;                    North         East    Units  Estimated Accuracy
 BW1780;SPC LA N     -   164,980.    1,064,940.      MT  (+/- 180 meters Scaled)
 BW1780
 BW1780                          SUPERSEDED SURVEY CONTROL
 BW1780
 BW1780  NGVD 29 (??/??/92)   19.61   (m)           64.3    (f) COMPUTED    2 0
 BW1780
 BW1780.Superseded values are not recommended for survey control.
 BW1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1780.See file dsdata.txt to determine how the superseded data were derived.
 BW1780
 BW1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR121395(NAD 83)
 BW1780_MARKER: DZ = AZIMUTH MARK DISK
 BW1780_SETTING: 0 = UNSPECIFIED SETTING
 BW1780_STAMPING: NECESSITY 1941
 BW1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1780
 BW1780  HISTORY     - Date     Condition        Report By
 BW1780  HISTORY     - 1941     MONUMENTED       CGS
 BW1780  HISTORY     - 1969     GOOD             LADTD
 BW1780
 BW1780                          STATION DESCRIPTION
 BW1780
 BW1780'DESCRIBED BY LA TRANSP AND DEV 1969
 BW1780'4.3 MI SE FROM FT NECESSITY.
 BW1780'ABOUT 4.3 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 562 AND ABOUT 0.5
 BW1780'MILE NORTH OF MR. CHARLES GRAYSONS STORE AND PLANTATION HEADQUARTERS.
 BW1780'IT IS 39.8 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 562 AND
 BW1780'36.0 FEET NORTH OF CENTERLINE OF A GRAVEL ROAD, 14.6 FEET NORTH OF A
 BW1780'FENCE CORNER AND 17.0 FEET SOUTH OF A POWER POLE.  NOTE-- ONE CORNER
 BW1780'HAS BEEN CHIPPED FROM THE MONUMENT BUT THE DISK IS IN FAIR CONDITION
 BW1780'AND THE MARK APPEARS TO BE SOLID.  A STEEL WITNESS POST IS SET 1.0
 BW1780'FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2577 ***********************************************************************
 AU2577  DESIGNATION -  NED 1933
 AU2577  PID         -  AU2577
 AU2577  STATE/COUNTY-  LA/IBERIA
 AU2577  USGS QUAD   -  HAMMOCK LAKE (1994)
 AU2577
 AU2577                         *CURRENT SURVEY CONTROL
 AU2577  ___________________________________________________________________
 AU2577* NAD 83(1992)-  29 37 48.03693(N)    091 50 30.66872(W)     ADJUSTED  
 AU2577* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2577  ___________________________________________________________________
 AU2577  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU2577  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AU2577
 AU2577  HORZ ORDER  -  THIRD
 AU2577
 AU2577.The horizontal coordinates were established by classical geodetic methods
 AU2577.and adjusted by the National Geodetic Survey in January 1993..
 AU2577
 AU2577.The orthometric height was scaled from a topographic map.
 AU2577
 AU2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2577
 AU2577.The geoid height was determined by GEOID03.
 AU2577
 AU2577;                    North         East     Units Scale Factor Converg.
 AU2577;SPC LA S     -   125,365.323   950,756.695   MT  0.99994656   -0 15 15.4
 AU2577;SPC LA S     -   411,302.73  3,119,274.26   sFT  0.99994656   -0 15 15.4
 AU2577;UTM  15      - 3,278,348.908   612,116.609   MT  0.99975510   +0 34 21.5
 AU2577
 AU2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2577!SPC LA S     -   1.00000404  x   0.99994656  =   0.99995060
 AU2577!UTM  15      -   1.00000404  x   0.99975510  =   0.99975914
 AU2577
 AU2577                          SUPERSEDED SURVEY CONTROL
 AU2577
 AU2577  NAD 83(1986)-  29 37 48.05995(N)    091 50 30.66171(W) AD(       ) 3
 AU2577  NAD 27      -  29 37 47.30000(N)    091 50 30.24000(W) AD(       ) 3
 AU2577
 AU2577.Superseded values are not recommended for survey control.
 AU2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2577.See file dsdata.txt to determine how the superseded data were derived.
 AU2577
 AU2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1211778349(NAD 83)
 AU2577_MARKER: DS = TRIANGULATION STATION DISK
 AU2577_SETTING: 0 = UNSPECIFIED SETTING
 AU2577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2577
 AU2577  HISTORY     - Date     Condition        Report By
 AU2577  HISTORY     - 1933     MONUMENTED       CGS
 AU2577  HISTORY     - 1945     SEE DESCRIPTION  ATRECO
 AU2577  HISTORY     - 1948     POOR             CGS
 AU2577  HISTORY     - 1955     MARK NOT FOUND   CGS
 AU2577
 AU2577                          STATION DESCRIPTION
 AU2577
 AU2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2577'STATION IS IN MARSH ON A RECEDING SHORE LINE, ON A POINT
 AU2577'3.5 MILES EASTERLY FROM THE NORTHERNMOST POINT ON MARSH ISLAND,
 AU2577'ON THE EASTERNMOST ONE OF THE THREE SMALL POINTS WHICH MAKE
 AU2577'UP THE MAIN POINT, 32 METERS (105 FEET) SSE OF THE SHORE LINE
 AU2577'AND BACK OF A LIGHT SHELL BEACH.
 AU2577'
 AU2577'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE
 AU2577'CENTER OF A 5-INCH BY 5-FOOT IRON SOIL PIPE FILLED WITH CONCRETE
 AU2577'AND EXTENDING 1 FOOT ABOVE THE MARSH.
 AU2577'
 AU2577'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2577'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2577'OF A LONG PILE DRIVEN INTO THE MARSH, AND 23.22 METERS (76.2 FEET)
 AU2577'FROM THE STATION S 26 DEG E.
 AU2577'
 AU2577'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2577'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2577'OF A LONG PILE DRIVEN INTO THE MARSH, IN THE DIRECTION OF THE
 AU2577'ONLY HOUSE WELL BACK IN THE MARSH, AND 24.50 METERS (80.4 FEET)
 AU2577'FROM THE STATION S 32 DEG W.
 AU2577
 AU2577                          STATION RECOVERY (1945)
 AU2577
 AU2577'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1945 (LSW)
 AU2577'SHORELINE HAS RECEDED UNTIL STATION IS IN WATER, APPROXIMATELY
 AU2577'25 FEET FROM SHORELINE.  STATION IS MARKED BY REMNANTS OF
 AU2577'IRON PIPE AND CONCRETE PLUG ABOUT 1 FOOT BELOW SURFACE OF
 AU2577'WATER AT MEAN LOW TIDE.  REFERENCE MARKS WERE NOT FOUND.
 AU2577
 AU2577                          STATION RECOVERY (1948)
 AU2577
 AU2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2577'STATION RECOVERED IN POOR CONDITION AS DESCRIBED.
 AU2577'
 AU2577'THE SHORELINE HAS ERODED UNTIL THE STATION IS NOW 18.8 METERS
 AU2577'OFFSHORE IN LINE WITH REFERENCE MARK 2.
 AU2577'
 AU2577'SEVERAL OLD SIGNAL GUYS REMAIN IN PLACE AROUND THE STATION,
 AU2577'AND AT THE STATION SITE SEVERAL 2 X 4S HAVE BEEN PLACED IN AN
 AU2577'EFFORT TO SAVE IT.  THE TOP OF THE IRON PIPE WAS ABOUT 2 FEET
 AU2577'BELOW THE SURFACE OF THE WATER AND IT COULD NOT BE DEFINITELY
 AU2577'DETERMINED THAT THIS WAS THE STATION.
 AU2577'
 AU2577'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION UNDER ABOUT
 AU2577'6 INCHES OF MUD.  THE DISTANCE FROM REFERENCE MARK 2 TO THE
 AU2577'STATION CHECKED.
 AU2577
 AU2577                          STATION RECOVERY (1955)
 AU2577
 AU2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2577'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT RECOVERED.
 AU2577'RECOMMEND STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2954 ***********************************************************************
 BX2954  DESIGNATION -  NEGREET
 BX2954  PID         -  BX2954
 BX2954  STATE/COUNTY-  LA/SABINE
 BX2954  USGS QUAD   -  NEGREET (1985)
 BX2954
 BX2954                         *CURRENT SURVEY CONTROL
 BX2954  ___________________________________________________________________
 BX2954* NAD 83(1992)-  31 29 29.42671(N)    093 32 43.37730(W)     ADJUSTED  
 BX2954* NAVD 88     -       126.8    (meters)     416.     (feet)  VERTCON   
 BX2954  ___________________________________________________________________
 BX2954  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 BX2954  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BX2954
 BX2954  HORZ ORDER  -  FIRST
 BX2954
 BX2954.The horizontal coordinates were established by classical geodetic methods
 BX2954.and adjusted by the National Geodetic Survey in January 1993..
 BX2954
 BX2954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2954
 BX2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2954
 BX2954.The geoid height was determined by GEOID03.
 BX2954
 BX2954;                    North         East     Units Scale Factor Converg.
 BX2954;SPC LA N     -   110,412.951   900,684.530   MT  0.99994223   -0 33 09.7
 BX2954;SPC LA N     -   362,246.49  2,954,995.83   sFT  0.99994223   -0 33 09.7
 BX2954;UTM  15      - 3,484,204.160   448,203.075   MT  0.99963309   -0 17 05.6
 BX2954
 BX2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2954!SPC LA N     -   0.99998428  x   0.99994223  =   0.99992652
 BX2954!UTM  15      -   0.99998428  x   0.99963309  =   0.99961738
 BX2954
 BX2954:                Primary Azimuth Mark                     Grid Az
 BX2954:SPC LA N     -  MANY RAD STA KWLA MAST                   027 06 47.2
 BX2954:UTM  15      -  MANY RAD STA KWLA MAST                   026 50 43.1
 BX2954
 BX2954|---------------------------------------------------------------------|
 BX2954| PID    Reference Object                     Distance      Geod. Az  |
 BX2954|                                                           dddmmss.s |
 BX2954| BX2855 MANY RAD STA KWLA MAST              APPROX.10.4 KM 0263337.5 |
 BX2954| BX2852 MANY MUN TANK                       APPROX.10.5 KM 0362106.1 |
 BX2954| BX2851 MANY NE MUN TANK                    APPROX.11.4 KM 0365318.2 |
 BX2954| BX2847 FISHER BOISE SO MICROWAVE           APPROX.12.7 KM 0665029.4 |
 BX2954| BX2846 FISHER LOT                          APPROX.12.6 KM 0672652.3 |
 BX2954| CV8920 NEGREET RM 1                         32.333 METERS 09412     |
 BX2954| CV8921 NEGREET RM 2                         33.726 METERS 17928     |
 BX2954| CV8919 NEGREET AZ MK                                      1961012.6 |
 BX2954| BX3032 AIMWELL                             APPROX.16.7 KM 2924647.3 |
 BX2954|---------------------------------------------------------------------|
 BX2954
 BX2954                          SUPERSEDED SURVEY CONTROL
 BX2954
 BX2954  NAD 83(1986)-  31 29 29.43713(N)    093 32 43.37189(W) AD(       ) 1
 BX2954  NAD 27      -  31 29 28.80084(N)    093 32 42.73547(W) AD(       ) 1
 BX2954  NGVD 29 (07/19/86)  126.9    (m)          416.     (f) VERT ANG       
 BX2954
 BX2954.Superseded values are not recommended for survey control.
 BX2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2954.See file dsdata.txt to determine how the superseded data were derived.
 BX2954
 BX2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4820384204(NAD 83)
 BX2954_MARKER: DS = TRIANGULATION STATION DISK
 BX2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2954
 BX2954  HISTORY     - Date     Condition        Report By
 BX2954  HISTORY     - 1971     MONUMENTED       NGS
 BX2954
 BX2954                          STATION DESCRIPTION
 BX2954
 BX2954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2954'5 KGS. TENSION ON ALL MARKS.
 BX2954'
 BX2954'NO MEASUREMENTS BETWEEN THE RMS DUE TO BRUSH AND TREES ON LINE.
 BX2954'
 BX2954'THE STATION IS ABOUT 6.5 MILES SOUTHWEST OF MANY, 6 MILES NORTHWEST
 BX2954'OF FLORIEN, 2.5 MILES NORTHEAST OF NEGREET, IN THE NORTHEAST 1/4
 BX2954'SECTION 24, T 6 N, R 12 W, AND ON LAND OWNED BY THE BOISE SOUTHERN,
 BX2954'P. O. BOX 1000, DERIDDER, LOUISIANA.
 BX2954'
 BX2954'TO REACH THE STATION FROM THE POST OFFICE IN MANY, GO WEST ON STATE
 BX2954'HIGHWAY 6 FOR 5.55 MILES TO THE JUNCTION OF STATE HIGHWAY 476.  TURN
 BX2954'LEFT AND GO SOUTH ON STATE HIGHWAY 476 FOR 2.35 MILES TO A SIDE
 BX2954'ROAD LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.3 MILE TO A
 BX2954'FORK.  TAKE THE LEFT FORK AND GO NORTH FOR 1.25 MILES TO THE
 BX2954'AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH ON THE DIRT ROAD FOR
 BX2954'0.1 MILE TO THE STATION ON THE LEFT.
 BX2954'
 BX2954'STATION MARKS ARE STANDARD DISKS STAMPED NEGREET 1971.  THE SURFACE
 BX2954'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2954'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 FEET
 BX2954'NORTH-NORTHWEST OF A TRIANGLE BLAZE 14-INCH PINE TREE, 44 FEET
 BX2954'NORTHWEST OF THE CENTER OF THE DIRT ROAD AND 4.5 FEET
 BX2954'SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET
 BX2954'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BX2954'GROUND SURFACE.
 BX2954'
 BX2954'REFERENCE MARK 1, A STANDARD DISK STAMPED NEGREET NO 1 1971, IS SET
 BX2954'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2954'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 107 FEET NORTHEAST OF THE
 BX2954'TRIANGLE BLAZE TREE AND 21 FEET SOUTHEAST OF THE CENTER OF THE
 BX2954'DIRT ROAD.
 BX2954'
 BX2954'REFERENCE MARK 2, A STANDARD DISK STAMPED NEGREET NO 2 1971, IS SET
 BX2954'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2954'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET SOUTH-SOUTHWEST
 BX2954'OF THE TRIANGLE BLAZE TREE AND 18 FEET EAST OF THE CENTER OF THE
 BX2954'DIRT ROAD.
 BX2954'
 BX2954'AZIMUTH MARK, A STANDARD DISK STAMPED NEGREET 1971, IS SET IN THE TOP
 BX2954'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BX2954'ABOVE THE GROUND SURFACE.  IT IS 38 FEET EAST-SOUTHEAST OF THE
 BX2954'CENTER OF THE DIRT ROAD AND 2.5 FEET NORTH-NORTHWEST OF A METAL
 BX2954'WITNESS POST.
 BX2954'
 BX2954'NEAREST TOWN--2.5 MILES N. E. NEGREET.
 BX2954'
 BX2954'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0785 ***********************************************************************
 AV0785  DESIGNATION -  NEGRO CATHOLIC CHURCH
 AV0785  PID         -  AV0785
 AV0785  STATE/COUNTY-  LA/CAMERON
 AV0785  USGS QUAD   -  GRAND BAYOU (1982)
 AV0785
 AV0785                         *CURRENT SURVEY CONTROL
 AV0785  ___________________________________________________________________
 AV0785* NAD 83(1992)-  29 47 05.43139(N)    093 12 28.07992(W)     ADJUSTED  
 AV0785* NAVD 88     -                                                        
 AV0785  **This station is located in a subsidence area (see below).
 AV0785  ___________________________________________________________________
 AV0785  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0785  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AV0785
 AV0785  HORZ ORDER  -  THIRD
 AV0785
 AV0785.The horizontal coordinates were established by classical geodetic methods
 AV0785.and adjusted by the National Geodetic Survey in January 1993..
 AV0785
 AV0785 ** The orthometric height has not been validated since last determined
 AV0785 ** by differential leveling and should not be used for control purposes.
 AV0785 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0785 ** area with valid NAVD 88 orthometric heights.
 AV0785 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0785 ** epoch indicated which incorporates improved geoid heights for the
 AV0785 ** Southern Louisiana Subsidence area.
 AV0785 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0785
 AV0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0785
 AV0785.The geoid height was determined by GEOID03.
 AV0785
 AV0785;                    North         East     Units Scale Factor Converg.
 AV0785;SPC LA S     -   143,900.057   818,771.077   MT  0.99993281   -0 56 14.1
 AV0785;SPC LA S     -   472,112.10  2,686,251.44   sFT  0.99993281   -0 56 14.1
 AV0785;UTM  15      - 3,294,962.591   479,915.058   MT  0.99960498   -0 06 11.6
 AV0785
 AV0785                          SUPERSEDED SURVEY CONTROL
 AV0785
 AV0785  NAD 83(1986)-  29 47 05.45708(N)    093 12 28.06453(W) AD(       ) 4
 AV0785  NAD 27      -  29 47 04.65200(N)    093 12 27.53300(W) AD(       ) 3
 AV0785
 AV0785.Superseded values are not recommended for survey control.
 AV0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0785.See file dsdata.txt to determine how the superseded data were derived.
 AV0785
 AV0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7991594963(NAD 83)
 AV0785
 AV0785  HISTORY     - Date     Condition        Report By
 AV0785  HISTORY     - 1932     FIRST OBSERVED   CGS
 AV0785  HISTORY     - 1955     GOOD             CGS
 AV0785
 AV0785                          STATION DESCRIPTION
 AV0785
 AV0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0785'CROSS ON LARGE WOODEN STRUCTURE WITH CUPOLA AND CROSS, ON THE
 AV0785'LOWER RIDGE ROAD, APPROXIMATELY SEVEN MILES E OF CAMERON.
 AV0785'ON THE N SIDE OF THE ROAD.  IT IS THE SECOND CHURCH S AND E
 AV0785'AFTER LEAVING THE UPPER RIDGE ROAD AT THE HUNT PLACE.
 AV0785
 AV0785                          STATION RECOVERY (1955)
 AV0785
 AV0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0785'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AV0785'CORRECT.
 AV0785'
 AV0785'TO REACH STATION FROM THE HIGHWAY INTERSECTION AT CREOLE,
 AV0785'FOLLOW STATE HIGHWAY 27 W FOR 5.4 MI.  TURN S ON A SHELL ROAD AND
 AV0785'GO 1.2 MI. TO A T-INTERSECTION.  GO W ON THE SHELL ROAD FOR
 AV0785'0.5 MI. TO THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5093 ***********************************************************************
 BJ5093  DESIGNATION -  NELL
 BJ5093  PID         -  BJ5093
 BJ5093  STATE/COUNTY-  LA/ASSUMPTION
 BJ5093  USGS QUAD   -  BELLE ROSE (1974)
 BJ5093
 BJ5093                         *CURRENT SURVEY CONTROL
 BJ5093  ___________________________________________________________________
 BJ5093* NAD 83(1992)-  30 00 27.65316(N)    091 02 42.20786(W)     ADJUSTED  
 BJ5093* NAVD 88     -         6.1  **(meters)      20.   **(feet)  VERTCON   
 BJ5093  **This station is located in a subsidence area (see below).
 BJ5093  ___________________________________________________________________
 BJ5093  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ5093  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BJ5093
 BJ5093  HORZ ORDER  -  SECOND
 BJ5093
 BJ5093.The horizontal coordinates were established by classical geodetic methods
 BJ5093.and adjusted by the National Geodetic Survey in January 1993..
 BJ5093
 BJ5093 ** The orthometric height has not been validated since last determined
 BJ5093 ** by differential leveling and should not be used for control purposes.
 BJ5093 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5093 ** area with valid NAVD 88 orthometric heights.
 BJ5093 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5093 ** epoch indicated which incorporates improved geoid heights for the
 BJ5093 ** Southern Louisiana Subsidence area.
 BJ5093 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5093
 BJ5093.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5093
 BJ5093.The geoid height was determined by GEOID03.
 BJ5093
 BJ5093;                    North         East     Units Scale Factor Converg.
 BJ5093;SPC LA S     -   167,152.837 1,027,810.403   MT  0.99992575   +0 08 38.9
 BJ5093;SPC LA S     -   548,400.60  3,372,074.63   sFT  0.99992575   +0 08 38.9
 BJ5093;UTM  15      - 3,321,245.656   688,553.554   MT  1.00003865   +0 58 40.8
 BJ5093
 BJ5093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5093!SPC LA S     -   1.00000319  x   0.99992575  =   0.99992894
 BJ5093!UTM  15      -   1.00000319  x   1.00003865  =   1.00004184
 BJ5093
 BJ5093:                Primary Azimuth Mark                     Grid Az
 BJ5093:SPC LA S     -  NELL AZ MK                               010 07 25.5
 BJ5093:UTM  15      -  NELL AZ MK                               009 17 23.6
 BJ5093
 BJ5093|---------------------------------------------------------------------|
 BJ5093| PID    Reference Object                     Distance      Geod. Az  |
 BJ5093|                                                           dddmmss.s |
 BJ5093| CW2132 NELL AZ MK                                         0101604.4 |
 BJ5093| BJ4484 DONALDSONVILLE MP RR MICROWAVE      APPROX.11.2 KM 0293647.1 |
 BJ5093| BJ5092 NELL LDH 1973 A POINT                24.692 METERS 03723     |
 BJ5093| CW2133 NELL RM 1                            16.076 METERS 15701     |
 BJ5093| CW2134 NELL RM 2                            19.901 METERS 20647     |
 BJ5093|---------------------------------------------------------------------|
 BJ5093
 BJ5093                          SUPERSEDED SURVEY CONTROL
 BJ5093
 BJ5093  NAD 83(1986)-  30 00 27.67158(N)    091 02 42.20819(W) AD(       ) 2
 BJ5093  NAD 27      -  30 00 26.94805(N)    091 02 41.84766(W) AD(       ) 2
 BJ5093  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG       
 BJ5093
 BJ5093.Superseded values are not recommended for survey control.
 BJ5093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5093.See file dsdata.txt to determine how the superseded data were derived.
 BJ5093
 BJ5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8855421246(NAD 83)
 BJ5093_MARKER: DD = SURVEY DISK
 BJ5093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5093
 BJ5093  HISTORY     - Date     Condition        Report By
 BJ5093  HISTORY     - 1973     MONUMENTED       LADH
 BJ5093
 BJ5093                          STATION DESCRIPTION
 BJ5093
 BJ5093'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ5093'THE STATION IS LOCATED 1 MILE NORTHEAST OF PAINCOURTVILLE, 3 MILES
 BJ5093'SOUTH OF BELLE ROSE, IN THE SOUTHWEST 1/4 OF SECTION 112, T12S,
 BJ5093'R14E, AND ON THE PROPERTY OWNED BY OTAVE CABALLERO ET ALS., ADDRESS
 BJ5093'ROUTE 1, BOX 437, BELLE ROSE, LOUISIANA.
 BJ5093'
 BJ5093'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 998 AND STATE
 BJ5093'HIGHWAY 308 IN BELLE ROSE, DRIVE SOUTH ALONG STATE HIGHWAY 308 FOR
 BJ5093'3.5 MILES TO THE RESIDENCE OF MR. OTAVE CABALLERO ON THE LEFT AND
 BJ5093'EAST OF THE HIGHWAY.  THE STATION IS SET IN THE FRONT YARD NEAR A
 BJ5093'POWER POLE AND AN OAK TREE.
 BJ5093'
 BJ5093'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 BJ5093'HIGHWAY 308 FOR 0.40 MILE.  THE MARK IS SET ON THE RIGHT IN THE
 BJ5093'SOUTHEAST QUADRANT OF THE INTERSECTION OF LA 308 AND THE SWEET HOME
 BJ5093'PLANTATION ROAD.
 BJ5093'
 BJ5093'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5093'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5093'CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.
 BJ5093'THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ5093'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ5093'STAMPED NELL 1973.  THE MARK IS 71 FEET NORTH OF THE CENTER OF A
 BJ5093'GRAVEL DRIVE, 66 FEET NORTHEAST OF A POWER POLE, 58 FEET WEST OF A 12
 BJ5093'INCH OAK TREE, 52 FEET NORTHEAST OF A 30 INCH OAK TREE, AND 48 FEET
 BJ5093'EAST OF THE CENTER OF STATE HIGHWAY 308.
 BJ5093'
 BJ5093'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5093'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5093'CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.
 BJ5093'IT IS STAMPED NELL R.M. 1 1973.  IT IS 83 FEET EAST OF THE CENTER
 BJ5093'OF STATE HIGHWAY 308, 53 FEET EAST OF A POWER POLE, 16 FEET
 BJ5093'NORTH OF THE CENTER OF A GRAVEL ROAD AND 8 FEET WEST-SOUTHWEST OF A
 BJ5093'30 INCH OAK TREE.
 BJ5093'
 BJ5093'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5093'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5093'CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.
 BJ5093'IT IS STAMPED NELL R.M. 2 1973.  IT IS 59 FEET WEST-SOUTHWEST OF A
 BJ5093'30 INCH OAK TREE, 39 FEET EAST OF THE CENTER OF STATE HIGHWAY
 BJ5093'308, 22 FEET EAST OF THE NORTH END OF A CONCRETE CULVERT, 9 FEET
 BJ5093'NORTH OF THE CENTER OF A GRAVEL DRIVE, AND 2 FEET EAST OF A POWER
 BJ5093'POLE.
 BJ5093'
 BJ5093'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5093'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5093'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5093'STAMPED NELL AZ. MK. 1973.  IT IS 42 FEET EAST OF THE CENTER OF
 BJ5093'STATE HIGHWAY 308, 22 FEET SOUTH OF THE SWEET HOME PLANTATION ROAD,
 BJ5093'2 FEET WEST OF A POWER POLE, AND 2 FEET SOUTHWEST OF A METAL
 BJ5093'WITNESS POST AND SIGN.
 BJ5093'
 BJ5093'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2950 ***********************************************************************
 BX2950  DESIGNATION -  NELL
 BX2950  PID         -  BX2950
 BX2950  STATE/COUNTY-  LA/SABINE
 BX2950  USGS QUAD   -  FLORIEN (1997)
 BX2950
 BX2950                         *CURRENT SURVEY CONTROL
 BX2950  ___________________________________________________________________
 BX2950* NAD 83(1992)-  31 27 23.80841(N)    093 28 20.70771(W)     ADJUSTED  
 BX2950* NAVD 88     -       106.0    (meters)     348.     (feet)  VERTCON   
 BX2950  ___________________________________________________________________
 BX2950  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 BX2950  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BX2950
 BX2950  HORZ ORDER  -  SECOND
 BX2950
 BX2950.The horizontal coordinates were established by classical geodetic methods
 BX2950.and adjusted by the National Geodetic Survey in January 1993..
 BX2950
 BX2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2950
 BX2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2950
 BX2950.The geoid height was determined by GEOID03.
 BX2950
 BX2950;                    North         East     Units Scale Factor Converg.
 BX2950;SPC LA N     -   106,479.826   907,581.470   MT  0.99994691   -0 30 50.8
 BX2950;SPC LA N     -   349,342.56  2,977,623.54   sFT  0.99994691   -0 30 50.8
 BX2950;UTM  15      - 3,480,304.533   455,116.132   MT  0.99962485   -0 14 47.5
 BX2950
 BX2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2950!SPC LA N     -   0.99998755  x   0.99994691  =   0.99993446
 BX2950!UTM  15      -   0.99998755  x   0.99962485  =   0.99961240
 BX2950
 BX2950:                Primary Azimuth Mark                     Grid Az
 BX2950:SPC LA N     -  FLORIEN MUN TANK                         131 35 12.3
 BX2950:UTM  15      -  FLORIEN MUN TANK                         131 19 09.0
 BX2950
 BX2950|---------------------------------------------------------------------|
 BX2950| PID    Reference Object                     Distance      Geod. Az  |
 BX2950|                                                           dddmmss.s |
 BX2950| BX2949 FLORIEN MUN TANK                    APPROX. 2.0 KM 1310421.5 |
 BX2950| CV8923 NELL RM 1                            18.985 METERS 20408     |
 BX2950| BX2951 NELL LDH 1971 A PT                    5.808 METERS 26701     |
 BX2950| CV8924 NELL RM 2                            16.560 METERS 26925     |
 BX2950| CV8922 NELL AZ MK                                         3381950.0 |
 BX2950|---------------------------------------------------------------------|
 BX2950
 BX2950                          SUPERSEDED SURVEY CONTROL
 BX2950
 BX2950  NAD 83(1986)-  31 27 23.81982(N)    093 28 20.70124(W) AD(       ) 2
 BX2950  NAD 27      -  31 27 23.18055(N)    093 28 20.07257(W) AD(       ) 2
 BX2950  NGVD 29 (07/19/86)  106.1    (m)          348.     (f) VERT ANG       
 BX2950
 BX2950.Superseded values are not recommended for survey control.
 BX2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2950.See file dsdata.txt to determine how the superseded data were derived.
 BX2950
 BX2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5511680305(NAD 83)
 BX2950_MARKER: DD = SURVEY DISK
 BX2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2950
 BX2950  HISTORY     - Date     Condition        Report By
 BX2950  HISTORY     - 1971     MONUMENTED       LADH
 BX2950
 BX2950                          STATION DESCRIPTION
 BX2950
 BX2950'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2950'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF FLORIEN, 8 MILES SOUTH
 BX2950'OF MANY AND 6 MILES EAST OF NEGREET, IN THE SOUTHEAST 1/4 OF SECTION
 BX2950'34, T6N, R11W, AND ON THE PROPERTY OWNED BY LOUISIANA DEPARTMENT OF
 BX2950'HIGHWAYS.
 BX2950'
 BX2950'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND STATE
 BX2950'HIGHWAY 474 IN FLORIEN, GO WEST ON HIGHWAY 474 FOR 0.3 MILE TO A
 BX2950'BLACKTOP ROAD ON THE RIGHT, TURN RIGHT ON THE BLACKTOP ROAD AND GO
 BX2950'NORTH FOR 1.10 MILES.  THE STATION IS SET ON THE RIGHT AND EAST OF
 BX2950'THE ROAD NEAR A CATTLE GUARD.
 BX2950'
 BX2950'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ALONG THE
 BX2950'BLACKTOP ROAD FOR APPROXIMATELY 0.3 MILE.  THE MARK IS SET ON THE
 BX2950'RIGHT AND EAST OF THE ROAD NEAR A POWER POLE.
 BX2950'
 BX2950'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2950'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2950'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2950'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2950'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2950'STAMPED NELL 1971.  THE MARK IS 77 FEET NORTH-NORTHEAST OF A 24
 BX2950'INCH PINE TREE, 75 FEET EAST OF THE CENTER OF A BLACKTOP ROAD,
 BX2950'59 FEET EAST OF A METAL WITNESS POST AND SIGN, 32 FEET
 BX2950'NORTH-NORTHEAST OF THE CENTER OF A CATTLE GUARD AND 15 FEET
 BX2950'NORTH-NORTHWEST OF A POWER POLE.
 BX2950'
 BX2950'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2950'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2950'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2950'STAMPED NELL R. M. 1 1971.  IT IS 57 FEET SOUTHWEST OF A POWER
 BX2950'POLE, 31 FEET SOUTH-SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 26
 BX2950'FEET EAST OF THE CENTER OF A BLACKTOP ROAD, AND 16 FEET NORTHEAST OF
 BX2950'A 24 INCH PINE TREE.
 BX2950'
 BX2950'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2950'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2950'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2950'STAMPED NELL R. M. 2 1971.  IT IS 76 FEET NORTH OF A 24 INCH PINE
 BX2950'TREE, 65 FEET WEST OF A POWER POLE, 53 FEET NORTHWEST OF THE
 BX2950'CENTER OF A CATTLE GUARD, 24 FEET EAST OF THE CENTER OF A BLACKTOP
 BX2950'ROAD, AND 4.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BX2950'
 BX2950'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2950'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2950'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2950'STAMPED NELL AZ. MK. 1971.  IT IS 64 FEET EAST OF THE CENTER OF A
 BX2950'BLACKTOP ROAD, 39 FEET SOUTHEAST OF A 22 INCH PINE TREE, 9 FEET
 BX2950'SOUTHWEST OF A 27 INCH PINE TREE, 3 FEET NORTH OF A POWER POLE,
 BX2950'AND 2 FEET NORTH OF A WITNESS POST.
 BX2950'
 BX2950'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2679 ***********************************************************************
 BX2679  DESIGNATION -  NELSON
 BX2679  PID         -  BX2679
 BX2679  STATE/COUNTY-  LA/RAPIDES
 BX2679  USGS QUAD   -  ALEXANDRIA (1992)
 BX2679
 BX2679                         *CURRENT SURVEY CONTROL
 BX2679  ___________________________________________________________________
 BX2679* NAD 83(1992)-  31 19 10.28320(N)    092 28 24.20378(W)     ADJUSTED  
 BX2679* NAVD 88     -        24.6    (meters)      81.     (feet)  VERTCON   
 BX2679  ___________________________________________________________________
 BX2679  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BX2679  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2679
 BX2679  HORZ ORDER  -  SECOND
 BX2679
 BX2679.The horizontal coordinates were established by classical geodetic methods
 BX2679.and adjusted by the National Geodetic Survey in January 1993..
 BX2679
 BX2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2679
 BX2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2679
 BX2679.The geoid height was determined by GEOID03.
 BX2679
 BX2679;                    North         East     Units Scale Factor Converg.
 BX2679;SPC LA N     -    90,866.093 1,002,532.782   MT  0.99996886   +0 00 50.6
 BX2679;SPC LA N     -   298,116.51  3,289,142.97   sFT  0.99996886   +0 00 50.6
 BX2679;UTM  15      - 3,465,133.693   550,105.306   MT  0.99963096   +0 16 25.5
 BX2679
 BX2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2679!SPC LA N     -   1.00000029  x   0.99996886  =   0.99996915
 BX2679!UTM  15      -   1.00000029  x   0.99963096  =   0.99963125
 BX2679
 BX2679|---------------------------------------------------------------------|
 BX2679| PID    Reference Object                     Distance      Geod. Az  |
 BX2679|                                                           dddmmss.s |
 BX2679| BX2678 NELSON A POINT 1969                   9.261 METERS 06325     |
 BX2679| BX2675 NELSON AZ MK                        APPROX. 0.5 KM 0952914.4 |
 BX2679| CY4309 NELSON RM 1                          16.008 METERS 13620     |
 BX2679| BX2677 NELSON 2                             20.641 METERS 15029     |
 BX2679| BX2680 NELSON 2 RM 4 1970                   28.017 METERS 20643     |
 BX2679| BX2685 ALEXANDRIA RAD STA KSYL MAST        APPROX. 1.7 KM 2970414.5 |
 BX2679| CY4310 NELSON RM 2                          18.763 METERS 31620     |
 BX2679|---------------------------------------------------------------------|
 BX2679
 BX2679                          SUPERSEDED SURVEY CONTROL
 BX2679
 BX2679  NAD 83(1986)-  31 19 10.30267(N)    092 28 24.19918(W) AD(       ) 2
 BX2679  NAD 27      -  31 19 09.64421(N)    092 28 23.70374(W) AD(       ) 2
 BX2679  NGVD 29 (07/19/86)   24.6    (m)           81.     (f) VERT ANG       
 BX2679
 BX2679.Superseded values are not recommended for survey control.
 BX2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2679.See file dsdata.txt to determine how the superseded data were derived.
 BX2679
 BX2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5010565134(NAD 83)
 BX2679_MARKER: DD = SURVEY DISK
 BX2679_SETTING: 0 = UNSPECIFIED SETTING
 BX2679
 BX2679  HISTORY     - Date     Condition        Report By
 BX2679  HISTORY     - 1969     MONUMENTED       LADTD
 BX2679  HISTORY     - 1970     GOOD             NGS
 BX2679  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2679
 BX2679                          STATION DESCRIPTION
 BX2679
 BX2679'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2679'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2679'U.S. COAST AND GEODETIC SURVEY DISK STAMPED NELSON 1969, IS SET
 BX2679'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2679'GROUND.  THE MARK IS 26.1 FEET SOUTHEAST OF A METAL WITNESS POST
 BX2679'AND SIGN, 24.3 FEET SOUTHEAST OF A POWER POLE, 17 FEET
 BX2679'SOUTHEAST OF THE CENTER OF A HEADWALL ON A DRAIN, 37.9 FEET
 BX2679'NORTHEAST OF A LIGHT STANDARD, 7.4 FEET NORTHEAST OF THE CENTER
 BX2679'OF A SIDEWALK, 45.35 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BX2679'DRIVE TO AN ARMY RESERVE BUILDING AND 69.3 FEET NORTHEAST OF
 BX2679'THE NORTHEAST CORNER OF THE ARMY RESERVE BUILDING.
 BX2679'
 BX2679'TO REACH THIS STATION FROM THE GUARANTY NATIONAL BANK
 BX2679'BUILDING IN DOWNTOWN ALEXANDRIA, DRIVE NORTH ALONG STATE HIGHWAY
 BX2679'1 FOR 2.20 MILES TO THE STATION WHICH IS SET IN THE SOUTHWEST
 BX2679'QUADRANT OF THE INTERCHANGE AT THE INTERSECTION OF U.S. HIGHWAY
 BX2679'71 AND STATE HIGHWAY 1.
 BX2679'
 BX2679'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF
 BX2679'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED NELSON
 BX2679'RM 1 1969, IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 BX2679'WITH THE GROUND.  THE MARK IS 61.4 FEET NORTHWEST OF A FLAG
 BX2679'POLE, 32.6 FEET NORTH OF THE NORTHEAST CORNER OF THE ARMY
 BX2679'RESERVE BUILDING, 4.3 FEET NORTHEAST OF THE CENTER OF A
 BX2679'SIDEWALK AND 69.2 FEET EAST OF A LIGHT POLE.
 BX2679'
 BX2679'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2679'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED NELSON RM 2
 BX2679'1969, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2
 BX2679'INCHES ABOVE THE GROUND.  THE MARK IS 39.9 FEET WEST OF A METAL
 BX2679'WITNESS POST AND SIGN, 37.3 FEET WEST OF A POWER POLE, 16.4
 BX2679'FEET NORTH OF THE CENTER OF A DRIVEWAY, 43.6 FEET EAST-NORTHEAST
 BX2679'OF A LIGHT POLE AND 66.8 FEET NORTH-NORTHWEST OF A LIGHT POLE.
 BX2679'
 BX2679'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2679'U.S. COAST AND GEODETIC SURVEY DISK STAMPED NELSON AZ MK 1969, IS
 BX2679'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BX2679'ABOVE THE GROUND.  THE MARK IS 1.8 FEET NORTHEAST OF A METAL
 BX2679'WITNESS POST AND SIGN, 27.4 FEET EAST OF A FRONTAGE ROAD AT
 BX2679'THE INTERCHANGE, 39.3 FEET NORTH OF THE NORTHWEST CORNER OF A
 BX2679'BRICK BUILDING (CENLA MANOR) AND 42.7 FEET SOUTHWEST OF A POWER
 BX2679'POLE.
 BX2679'
 BX2679'TO REACH THIS AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG
 BX2679'STATE HIGHWAY 1 FOR 0.25 MILE TO ITS INTERSECTION WITH
 BX2679'U.S. HIGHWAY 71.  THE AZIMUTH MARK IS SET IN THE NORTHEAST
 BX2679'QUADRANT OF THE INTERCHANGE, ON THE BACKSLOPE OF THE FRONTAGE
 BX2679'ROAD.
 BX2679
 BX2679                          STATION RECOVERY (1970)
 BX2679
 BX2679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BX2679'THE STATION WAS VISITED 2/4/70 AND THE STATION MARK, THE
 BX2679'AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 BX2679'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS AND THE ANGLE
 BX2679'BETWEEN THE AZIMUTH MARK AND REFERENCE MARK 1 CHECKED.  THE
 BX2679'ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO. 2 FAILED
 BX2679'TO CHECK BY 1 FT AND 15 IN.  THE DIRECTION TO THE MAST DID NOT
 BX2679'CHECK BY 15 IN.  THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF
 BX2679'A NEW HIGHWAY AND WOULD SOON BE DESTROYED BY CONSTRUCTION.  A
 BX2679'NEW STATION, NELSON 2, COMPLETE WITH REFERENCE MARKS WAS
 BX2679'ESTABLISHED, 20.636 METERS (67.70 FEET) SOUTH-SOUTHEAST OF
 BX2679'THE STATION.  THE DISKS FOR THE STATION MARK AND REFERENCE
 BX2679'MARKS WERE RECLAIMED.  THE AZIMUTH MARK SERVES AS THE AZIMUTH
 BX2679'MARK FOR THE NEW STATION.  FOR MORE INFORMATION SEE
 BX2679'DESCRIPTION FOR NELSON 2.
 BX2679'
 BX2679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2679'2-1/4 MI. WNW OF THE CENTER OF ALEXANDRIA.
 BX2679
 BX2679                          STATION RECOVERY (1999)
 BX2679
 BX2679'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1422 ***********************************************************************
 AT1422  DESIGNATION -  NELSON
 AT1422  PID         -  AT1422
 AT1422  STATE/COUNTY-  LA/PLAQUEMINES
 AT1422  USGS QUAD   -  VENICE (1993)
 AT1422
 AT1422                         *CURRENT SURVEY CONTROL
 AT1422  ___________________________________________________________________
 AT1422* NAD 83(1992)-  29 17 23.13691(N)    089 22 13.06367(W)     ADJUSTED  
 AT1422* NAVD 88     -        -2.3  **(meters)      -8.   **(feet)  VERTCON   
 AT1422  **This station is located in a subsidence area (see below).
 AT1422  ___________________________________________________________________
 AT1422  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1422  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AT1422
 AT1422  HORZ ORDER  -  THIRD
 AT1422
 AT1422.The horizontal coordinates were established by classical geodetic methods
 AT1422.and adjusted by the National Geodetic Survey in January 1993..
 AT1422
 AT1422 ** The orthometric height has not been validated since last determined
 AT1422 ** by differential leveling and should not be used for control purposes.
 AT1422 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1422 ** area with valid NAVD 88 orthometric heights.
 AT1422 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1422 ** epoch indicated which incorporates improved geoid heights for the
 AT1422 ** Southern Louisiana Subsidence area.
 AT1422 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1422
 AT1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1422
 AT1422.The geoid height was determined by GEOID03.
 AT1422
 AT1422;                    North         East     Units Scale Factor Converg.
 AT1422;SPC LA S     -    89,176.435 1,190,731.458   MT  1.00000218   +0 58 53.6
 AT1422;SPC LA S     -   292,573.02  3,906,591.46   sFT  1.00000218   +0 58 53.6
 AT1422;UTM  16      - 3,242,420.173   269,745.709   MT  1.00025425   -1 09 36.4
 AT1422
 AT1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1422!SPC LA S     -   1.00000412  x   1.00000218  =   1.00000630
 AT1422!UTM  16      -   1.00000412  x   1.00025425  =   1.00025838
 AT1422
 AT1422                          SUPERSEDED SURVEY CONTROL
 AT1422
 AT1422  NAD 83(1986)-  29 17 23.13700(N)    089 22 13.08043(W) AD(       ) 3
 AT1422  NGVD 29 (09/24/92)   -2.2    (m)           -7.     (f) VERT ANG       
 AT1422
 AT1422.Superseded values are not recommended for survey control.
 AT1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1422.See file dsdata.txt to determine how the superseded data were derived.
 AT1422
 AT1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6974642420(NAD 83)
 AT1422_MARKER: DD = SURVEY DISK
 AT1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1422+STABILITY: SURFACE MOTION
 AT1422
 AT1422  HISTORY     - Date     Condition        Report By
 AT1422  HISTORY     - 1981     MONUMENTED       NOSAMC
 AT1422
 AT1422                          STATION DESCRIPTION
 AT1422
 AT1422'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1981 (JGF)
 AT1422'STATION IS LOCATED 2.7 KM (1.7 MI) NW FORM THE JUNCTION OF THE
 AT1422'MISSISSIPPI RIVER AND GRAND PASS AT VENICE AND 0.5 KM (0.3 MI)
 AT1422'W OF THE W BANK OF THE MISSISSIPPI RIVER ON PROPERTY OWNED BY SANDRA
 AT1422'NELSON, ROJAS TRAILER PARK, VENICE, LA.
 AT1422'
 AT1422'TO REACH STATION FROM THE POST OFFICE IN VENICE PROCEED N ON STATE
 AT1422'ROUTE 23 FOR 1.1 KM (0.7 MI) TO STATION ON LEFT.
 AT1422'
 AT1422'STATION MARK IS A STANDARD NOS ALUMINUM DISK STAMPED---NELSON 1981--
 AT1422'AFFIXED TO THE TOP OF A 1.1 M ROD EMBEDDED IN CONCRETE AND
 AT1422'PROJECTING 0.1 M.  STATION IS LOCATED 33.2 M (109 FT) NE FROM A
 AT1422'STANDARD NOS WITNESS POST SIGN NAILED ON THE POWER POLE NEAREST THE
 AT1422'CANAL, 29.6 M (97 FT) ENE FROM THE EDGE OF THE CANAL, 41.8 M
 AT1422'(137 FT) S FROM THE POWER POLE NEAREST THE CANAL N OF THE STATION,
 AT1422'AND 26.5 M (87 FT) W FROM THE SECOND POWER POLE FROM THE CANAL.
 AT1422'
 AT1422'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 AT1422'
 AT1422'DESCRIBED BY J. GARY FREDRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2677 ***********************************************************************
 BX2677  DESIGNATION -  NELSON 2
 BX2677  PID         -  BX2677
 BX2677  STATE/COUNTY-  LA/RAPIDES
 BX2677  USGS QUAD   -  ALEXANDRIA (1992)
 BX2677
 BX2677                         *CURRENT SURVEY CONTROL
 BX2677  ___________________________________________________________________
 BX2677* NAD 83(1992)-  31 19 09.70000(N)    092 28 23.81915(W)     ADJUSTED  
 BX2677* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 BX2677  ___________________________________________________________________
 BX2677  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BX2677  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2677
 BX2677  HORZ ORDER  -  SECOND
 BX2677
 BX2677.The horizontal coordinates were established by classical geodetic methods
 BX2677.and adjusted by the National Geodetic Survey in January 1993..
 BX2677
 BX2677.The orthometric height was scaled from a topographic map.
 BX2677
 BX2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2677
 BX2677.The geoid height was determined by GEOID03.
 BX2677
 BX2677;                    North         East     Units Scale Factor Converg.
 BX2677;SPC LA N     -    90,848.134 1,002,542.956   MT  0.99996888   +0 00 50.9
 BX2677;SPC LA N     -   298,057.59  3,289,176.35   sFT  0.99996888   +0 00 50.9
 BX2677;UTM  15      - 3,465,115.786   550,115.557   MT  0.99963098   +0 16 25.7
 BX2677
 BX2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2677!SPC LA N     -   1.00000007  x   0.99996888  =   0.99996895
 BX2677!UTM  15      -   1.00000007  x   0.99963098  =   0.99963105
 BX2677
 BX2677:                Primary Azimuth Mark                     Grid Az
 BX2677:SPC LA N     -  NELSON AZ MK                             093 39 24.4
 BX2677:UTM  15      -  NELSON AZ MK                             093 23 49.6
 BX2677
 BX2677|---------------------------------------------------------------------|
 BX2677| PID    Reference Object                     Distance      Geod. Az  |
 BX2677|                                                           dddmmss.s |
 BX2677| BX2675 NELSON AZ MK                        APPROX. 0.5 KM 0934015.3 |
 BX2677| BX2676 ALEXANDRIA POLICE KKC 593 TWR       499.290 METERS 1404600.8 |
 BX2677| CY4308 NELSON 2 RM 3                        10.540 METERS 15229     |
 BX2677| BX2680 NELSON 2 RM 4 1970                   23.838 METERS 25246     |
 BX2677| BX2685 ALEXANDRIA RAD STA KSYL MAST        APPROX. 1.8 KM 2972631.4 |
 BX2677| BX2679 NELSON                               20.641 METERS 33029     |
 BX2677|---------------------------------------------------------------------|
 BX2677
 BX2677                          SUPERSEDED SURVEY CONTROL
 BX2677
 BX2677  NAD 83(1986)-  31 19 09.71948(N)    092 28 23.81457(W) AD(       ) 2
 BX2677  NAD 27      -  31 19 09.06100(N)    092 28 23.31913(W) AD(       ) 2
 BX2677
 BX2677.Superseded values are not recommended for survey control.
 BX2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2677.See file dsdata.txt to determine how the superseded data were derived.
 BX2677
 BX2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5011665116(NAD 83)
 BX2677_MARKER: DS = TRIANGULATION STATION DISK
 BX2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2677
 BX2677  HISTORY     - Date     Condition        Report By
 BX2677  HISTORY     - 1970     MONUMENTED       NGS
 BX2677  HISTORY     - 1981     GOOD             NGS
 BX2677
 BX2677                          STATION DESCRIPTION
 BX2677
 BX2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BX2677'THE STATION IS LOCATED ABOUT 2-1/4 MILES WEST-NORTHWEST OF THE
 BX2677'CENTER OF ALEXANDRIA, NEAR THE WEST EDGE OF THE INTERSECTION
 BX2677'COMPLEX OF THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 71,
 BX2677'1.5 MILES SOUTHWEST OF THE CENTER OF THE U.S. HIGHWAY 71 BRIDGE
 BX2677'OVER THE RED RIVER, ON PROPERTY OF THE U.S. ARMY AT THE
 BX2677'EUGENE M. NETTLES ARMY RESERVE CENTER AND ABOUT 1/4 MILE WEST
 BX2677'OF THE CENTER OF THE INTERSECTION COMPLEX AT THE SOUTHWEST EDGE
 BX2677'OF A FRONTAGE ROAD.  IT IS 15.3 FEET NORTHEAST OF THE NORTH
 BX2677'CORNER OF THE RESERVE BUILDING, ON THE PROJECTED PLANE OF THE
 BX2677'NORTHWEST WALL OF THE BUILDING, 5.7 FEET SOUTHWEST OF THE
 BX2677'SOUTHWEST EDGE OF A SIDEWALK, 27.7 FEET NORTHWEST OF THE
 BX2677'NORTHWEST EDGE OF A SIDEWALK LEADING TO THE MAIN ENTRANCE
 BX2677'OF THE BUILDING, 74.4 FEET EAST OF A FLOOD LIGHT POLE, 80.4
 BX2677'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A PARKING LOT AND
 BX2677'SET IN THE FRONT LAWN OF THE RESERVE BUILDING.  IT IS A C AND
 BX2677'GS TRIANGULATION STATION DISK, STAMPED NELSON 2 1970, FLUSH WITH
 BX2677'THE GROUND.
 BX2677'
 BX2677'REFERENCE MARK NO. 3 IS 34.58 FEET SOUTH OF THE STATION.  IT
 BX2677'IS 17.9 FEET NORTHEAST OF THE NORTHEAST WALL OF THE RESERVE
 BX2677'BUILDING, 37.5 FEET EAST OF THE NORTH CORNER OF THE BUILDING,
 BX2677'7.0 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE SIDEWALK AND
 BX2677'0.8 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE SIDEWALK
 BX2677'LEADING TO THE MAIN ENTRANCE OF THE BUILDING.  IT IS A C AND GS
 BX2677'REFERENCE MARK DISK, STAMPED NELSON 2 NO 3 1970, SET IN A
 BX2677'DRILL HOLE IN THE NORTHEAST-SOUTHWEST SIDEWALK LEADING TO THE
 BX2677'MAIN ENTRANCE OF THE BUILDING.
 BX2677'
 BX2677'REFERENCE MARK NO. 4 IS 78.20 FEET WEST OF THE STATION.  IT IS
 BX2677'21.5 FEET WEST OF THE WEST CORNER OF THE BUILDING, 17 FEET
 BX2677'NORTHWEST OF THE PROJECTED PLANE OF THE NORTHWEST WALL OF THE
 BX2677'BUILDING, 29 FEET WEST OF THE FLOOD LIGHT POLE, 1.9 FEET EAST
 BX2677'OF THE CENTER OF A MANHOLE COVER IN THE SIDEWALK, 2.7 FEET
 BX2677'SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE SIDEWALK AND AT
 BX2677'NORTHEAST EDGE OF PARKING AREA.  IT IS A C AND GS REFERENCE
 BX2677'MARK DISK, STAMPED NELSON 2 NO 4 1970, SET IN A DRILL HOLE IN A
 BX2677'CONCRETE SIDEWALK THAT LEADS NORTHWEST-SOUTHEAST ALONG
 BX2677'THE REAR OF THE BUILDING.
 BX2677'
 BX2677'THE AZIMUTH MARK ABOUT 1/4 MILE EAST OF THE STATION.  IT IS
 BX2677'111 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 71, 315 FEET
 BX2677'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF HIGHWAY OVERPASS OVER
 BX2677'RAILROAD TRACKS, 27 FEET SOUTHEAST OF CENTER OF SERVICE ROAD,
 BX2677'43 FEET SOUTHWEST OF A POWERLINE POLE, 39 FEET NORTHWEST OF THE
 BX2677'NORTH CORNER OF YELLOW BRICK BUILDING (CENLA MANOR), 63 FEET
 BX2677'NORTHWEST OF THE EAST CORNER OF THIS BUILDING, 39 FEET NORTH
 BX2677'OF THE PROJECTED PLANE OF THE NORTH WALL OF THE BUILDING, 5
 BX2677'FEET WEST OF THE NORTH CORNER OF HEDGE, 2 FEET NORTH OF A
 BX2677'WITNESS POST AND AT THE NORTH CORNER OF THE HEDGE ENCLOSED YARD.
 BX2677'IT IS A C AND GS AND LDH TRIANGULATION STATION DISK,
 BX2677'STAMPED NELSON AZ MK 1969, PROJECTING 2 INCHES.
 BX2677'
 BX2677'TO REACH THE STATION FROM THE SOUTHWEST END OF THE U.S.
 BX2677'HIGHWAY 71 BRIDGE OVER THE RED RIVER AT THE NORTH EDGE OF
 BX2677'ALEXANDRIA, GO SOUTHWEST ON U.S. HIGHWAY 71 FOR 1.3 MILES TO
 BX2677'THE INTERSECTION COMPLEX AT THE JUNCTION OF STATE HIGHWAY 1 AND
 BX2677'U.S. HIGHWAY 71 AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT
 BX2677'AND GO NORTHWEST ON STATE HIGHWAY 1 FOR 0.2 MILE TO THE
 BX2677'ENTRANCE TO THE U.S. ARMY RESERVE BUILDING ON THE LEFT.  TURN
 BX2677'LEFT AND GO SOUTHWEST TO THE BUILDING AND THE STATION.
 BX2677
 BX2677                          STATION RECOVERY (1981)
 BX2677
 BX2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BX2677'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, THE AZIMUTH
 BX2677'MARK AND REFERENCE MARKS 3 AND 4 WERE ALSO FOUND IN GOOD
 BX2677'CONDITION.  THIS STATION WAS OCCUPIED THIS DATE TO OBTAIN A MEASURED
 BX2677'DISTANCE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2680 ***********************************************************************
 BX2680  DESIGNATION -  NELSON 2 RM 4 1970
 BX2680  PID         -  BX2680
 BX2680  STATE/COUNTY-  LA/RAPIDES
 BX2680  USGS QUAD   -  ALEXANDRIA (1992)
 BX2680
 BX2680                         *CURRENT SURVEY CONTROL
 BX2680  ___________________________________________________________________
 BX2680* NAD 83(1992)-  31 19 09.47067(N)    092 28 24.68023(W)     ADJUSTED  
 BX2680* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 BX2680  ___________________________________________________________________
 BX2680  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BX2680  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2680
 BX2680  HORZ ORDER  -  SECOND
 BX2680
 BX2680.The horizontal coordinates were established by classical geodetic methods
 BX2680.and adjusted by the National Geodetic Survey in January 1993..
 BX2680
 BX2680.The orthometric height was scaled from a topographic map.
 BX2680
 BX2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2680
 BX2680.The geoid height was determined by GEOID03.
 BX2680
 BX2680;                    North         East     Units Scale Factor Converg.
 BX2680;SPC LA N     -    90,841.066 1,002,520.191   MT  0.99996890   +0 00 50.4
 BX2680;SPC LA N     -   298,034.40  3,289,101.66   sFT  0.99996890   +0 00 50.4
 BX2680;UTM  15      - 3,465,108.617   550,092.833   MT  0.99963095   +0 16 25.2
 BX2680
 BX2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2680!SPC LA N     -   1.00000007  x   0.99996890  =   0.99996897
 BX2680!UTM  15      -   1.00000007  x   0.99963095  =   0.99963102
 BX2680
 BX2680|---------------------------------------------------------------------|
 BX2680| PID    Reference Object                     Distance      Geod. Az  |
 BX2680|                                                           dddmmss.s |
 BX2680| BX2679 NELSON                               28.017 METERS 02643     |
 BX2680| BX2677 NELSON 2                             23.838 METERS 07246     |
 BX2680| BX2685 ALEXANDRIA RAD STA KSYL MAST        APPROX. 1.7 KM 2975941.2 |
 BX2680|---------------------------------------------------------------------|
 BX2680
 BX2680                          SUPERSEDED SURVEY CONTROL
 BX2680
 BX2680  NAD 83(1986)-  31 19 09.49016(N)    092 28 24.67562(W) AD(       ) 2
 BX2680  NAD 27      -  31 19 08.83165(N)    092 28 24.18017(W) AD(       ) 2
 BX2680
 BX2680.Superseded values are not recommended for survey control.
 BX2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2680.See file dsdata.txt to determine how the superseded data were derived.
 BX2680
 BX2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5009365109(NAD 83)
 BX2680_MARKER: DD = SURVEY DISK
 BX2680_SETTING: 0 = UNSPECIFIED SETTING
 BX2680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2680
 BX2680  HISTORY     - Date     Condition        Report By
 BX2680  HISTORY     - 1970     MONUMENTED       NGS
 BX2680
 BX2680                          STATION DESCRIPTION
 BX2680
 BX2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BX2680'THE STATION IS LOCATED ABOUT 2-1/4 MILES WEST-NORTHWEST OF THE
 BX2680'CENTER OF ALEXANDRIA, NEAR THE WEST EDGE OF THE INTERSECTION
 BX2680'COMPLEX OF THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 71,
 BX2680'1.5 MILES SOUTHWEST OF THE CENTER OF THE U.S.HIGHWAY 71 BRIDGE
 BX2680'OVER THE RED RIVER, ON PROPERTY OF THE U.S. ARMY AT THE EUGENE
 BX2680'M. NETTLES ARMY RESERVE CENTER AND ABOUT 1/4 MILE WEST OF THE
 BX2680'CENTER OF THE INTERSECTION COMPLEX AT THE SOUTHWEST EDGE OF A
 BX2680'FRONTAGE ROAD.
 BX2680'
 BX2680'REFERENCE MARK NO. 4 IS 78.20 FEET WEST OF THE STATION.  IT IS
 BX2680'21.5 FEET WEST OF THE WEST CORNER OF THE BUILDING, 17 FEET
 BX2680'NORTHWEST OF THE PROJECTED PLANE OF THE NORTHWEST WALL OF THE
 BX2680'BUILDING, 29 FEET WEST OF THE FLOOD LIGHT POLE, 1.9 FEET EAST OF
 BX2680'THE CENTER OF A MANHOLE COVER IN THE SIDEWALK, 2.7 FEET
 BX2680'SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE SIDEWALK AND AT
 BX2680'NORTHEAST EDGE OF PARKING AREA.  IT IS A C AND GS REFERENCE
 BX2680'MARK DISK, STAMPED NELSON 2 NO 4 1970, SET IN A DRILL HOLE IN A
 BX2680'CONCRETE SIDEWALK THAT LEADS NORTHWEST-SOUTHEAST ALONG
 BX2680'THE REAR OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2675 ***********************************************************************
 BX2675  DESIGNATION -  NELSON AZ MK
 BX2675  PID         -  BX2675
 BX2675  STATE/COUNTY-  LA/RAPIDES
 BX2675  USGS QUAD   -  ALEXANDRIA (1992)
 BX2675
 BX2675                         *CURRENT SURVEY CONTROL
 BX2675  ___________________________________________________________________
 BX2675* NAD 83(1992)-  31 19 08.59075(N)    092 28 03.68763(W)     ADJUSTED  
 BX2675* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 BX2675  ___________________________________________________________________
 BX2675  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BX2675  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2675
 BX2675  HORZ ORDER  -  SECOND
 BX2675
 BX2675.The horizontal coordinates were established by classical geodetic methods
 BX2675.and adjusted by the National Geodetic Survey in January 1993..
 BX2675
 BX2675.The orthometric height was scaled from a topographic map.
 BX2675
 BX2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2675
 BX2675.The geoid height was determined by GEOID03.
 BX2675
 BX2675;                    North         East     Units Scale Factor Converg.
 BX2675;SPC LA N     -    90,814.117 1,003,075.230   MT  0.99996894   +0 01 01.5
 BX2675;SPC LA N     -   297,945.98  3,290,922.65   sFT  0.99996894   +0 01 01.5
 BX2675;UTM  15      - 3,465,084.192   550,647.800   MT  0.99963164   +0 16 36.1
 BX2675
 BX2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2675!SPC LA N     -   1.00000021  x   0.99996894  =   0.99996915
 BX2675!UTM  15      -   1.00000021  x   0.99963164  =   0.99963185
 BX2675
 BX2675:                Primary Azimuth Mark                     Grid Az
 BX2675:SPC LA N     -  NELSON 2                                 273 39 24.3
 BX2675:UTM  15      -  NELSON 2                                 273 23 49.7
 BX2675
 BX2675|---------------------------------------------------------------------|
 BX2675| PID    Reference Object                     Distance      Geod. Az  |
 BX2675|                                                           dddmmss.s |
 BX2675| BX2677 NELSON 2                            APPROX. 0.5 KM 2734025.8 |
 BX2675| BX2679 NELSON                              APPROX. 0.5 KM 2752925.0 |
 BX2675|---------------------------------------------------------------------|
 BX2675
 BX2675                          SUPERSEDED SURVEY CONTROL
 BX2675
 BX2675  NAD 83(1986)-  31 19 08.61031(N)    092 28 03.68441(W) AD(       ) 2
 BX2675  NAD 27      -  31 19 07.95211(N)    092 28 03.19218(W) AD(       ) 2
 BX2675
 BX2675.Superseded values are not recommended for survey control.
 BX2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2675.See file dsdata.txt to determine how the superseded data were derived.
 BX2675
 BX2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5064865084(NAD 83)
 BX2675_MARKER: DZ = AZIMUTH MARK DISK
 BX2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2675_STAMPING: NELSON LDH 1969
 BX2675_MARK LOGO: CGS   
 BX2675_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2675+STABILITY: SURFACE MOTION
 BX2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2675+SATELLITE: SATELLITE OBSERVATIONS - 1969
 BX2675
 BX2675  HISTORY     - Date     Condition        Report By
 BX2675  HISTORY     - 1969     MONUMENTED       CGS
 BX2675  HISTORY     - 1981     GOOD             NGS
 BX2675
 BX2675                          STATION DESCRIPTION
 BX2675
 BX2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLN)
 BX2675'THE AZIMUTH MARK ABOUT 1/4 MILE EAST OF THE STATION. EAST OF THE
 BX2675'STATION.  IT IS 111 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 71,
 BX2675'315 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF HIGHWAY OVERPASS OVER
 BX2675'RAILROAD TRACKS, 27 FEET SOUTHEAST OF CENTER OF SERVICE ROAD, 43 FEET
 BX2675'SOUTHWEST OF A POWERLINE POLE, 39 FEET NORTHWEST OF THE NORTH CORNER
 BX2675'OF YELLOW BRICK BUILDING (CENLA MANOR), 63 FEET NORTHWEST OF THE EAST
 BX2675'CORNER OF THIS BUILDING, 39 FEET NORTH OF THE PROJECTED PLANE OF THE
 BX2675'NORTH WALL OF THE BUILDING, 5 FEET WEST OF THE NORTH CORNER OF HEDGE,
 BX2675'2 FEET NORTH OF A WITNESS POST AND AT THE NORTH CORNER OF THE HEDGE
 BX2675'ENCLOSED YARD. IT IS A C AND GS AND LDH TRIANGULATION STATION DISK,
 BX2675'STAMPED NELSON AZ MK 1969, PROJECTING 2 INCHES.
 BX2675' 
 BX2675'TO REACH THE STATION FROM THE SOUTHWEST END OF THE U.S. HIGHWAY 71
 BX2675'BRIDGE OVER THE RED RIVER AT THE NORTH EDGE OF ALEXANDRIA, GO
 BX2675'SOUTHWEST ON U.S. HIGHWAY 71 FOR 1.3 MILES TO THE INTERSECTION COMPLEX
 BX2675'AT THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 71 AND THE AZIMUTH
 BX2675'MARK ON THE LEFT.  TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY 1 FOR
 BX2675'0.2 MILE TO THE ENTRANCE TO THE U.S. ARMY RESERVE BUILDING ON THE
 BX2675'LEFT.  TURN LEFT AND GO SOUTHWEST TO THE BUILDING AND THE STATION.
 BX2675'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, THE AZIMUTH
 BX2675'MARK AND REFERENCE MARKS 3 AND 4 WERE ALSO FOUND IN GOOD CONDITION.
 BX2675' 
 BX2675'THIS STATION WAS OCCUPIED THIS DATE TO OBTAIN A MEASURED DISTANCE TO
 BX2675'THE AZIMUTH MARK.
 BX2675
 BX2675                          STATION RECOVERY (1981)
 BX2675
 BX2675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BX2675'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS MARK WAS
 BX2675'OCCUPIED THIS DATE TO OBTAIN A MEASURED DISTANCE TO TRIANGULATION
 BX2675'NELSON 2 LDH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3927 ***********************************************************************
 BJ3927  DESIGNATION -  NESSER
 BJ3927  PID         -  BJ3927
 BJ3927  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3927  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3927
 BJ3927                         *CURRENT SURVEY CONTROL
 BJ3927  ___________________________________________________________________
 BJ3927* NAD 83(1992)-  30 24 00.87786(N)    091 03 17.84034(W)     ADJUSTED  
 BJ3927* NAVD 88     -        10.223  (meters)      33.54   (feet)  ADJUSTED  
 BJ3927  ___________________________________________________________________
 BJ3927  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ3927  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3927  DYNAMIC HT  -          10.209 (meters)      33.49  (feet)  COMP
 BJ3927  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 BJ3927
 BJ3927  HORZ ORDER  -  SECOND
 BJ3927  VERT ORDER  -  SECOND    CLASS II
 BJ3927
 BJ3927.The horizontal coordinates were established by classical geodetic methods
 BJ3927.and adjusted by the National Geodetic Survey in January 1993..
 BJ3927
 BJ3927.The orthometric height was determined by differential leveling
 BJ3927.and adjusted by the National Geodetic Survey in February 1994..
 BJ3927
 BJ3927.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3927
 BJ3927.The geoid height was determined by GEOID03.
 BJ3927
 BJ3927.The dynamic height is computed by dividing the NAVD 88
 BJ3927.geopotential number by the normal gravity value computed on the
 BJ3927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3927.degrees latitude (g = 980.6199 gals.).
 BJ3927
 BJ3927.The modeled gravity was interpolated from observed gravity values.
 BJ3927
 BJ3927;                    North         East     Units Scale Factor Converg.
 BJ3927;SPC LA S     -   210,665.330 1,026,749.824   MT  0.99994995   +0 08 21.1
 BJ3927;SPC LA S     -   691,157.84  3,368,595.05   sFT  0.99994995   +0 08 21.1
 BJ3927;UTM  15      - 3,364,742.317   686,855.306   MT  1.00003075   +0 59 04.4
 BJ3927
 BJ3927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3927!SPC LA S     -   1.00000265  x   0.99994995  =   0.99995260
 BJ3927!UTM  15      -   1.00000265  x   1.00003075  =   1.00003340
 BJ3927
 BJ3927|---------------------------------------------------------------------|
 BJ3927| PID    Reference Object                     Distance      Geod. Az  |
 BJ3927|                                                           dddmmss.s |
 BJ3927| BJ4108 17 Q 013                            378.586 METERS 15340     |
 BJ3927| BJ4929 BATON ROUGE SOUND ENT RAD MAST      APPROX. 1.7 KM 1874705.2 |
 BJ3927| CW2135 NESSER RM 1                          11.125 METERS 19121     |
 BJ3927| BJ4927 NESSER LDH 1970 POINT A              10.064 METERS 25322     |
 BJ3927| BJ4949 NESSER LADH 1970 AZ MK              APPROX. 1.0 KM 3152724.5 |
 BJ3927| CW2136 NESSER RM 2                          11.607 METERS 32104     |
 BJ3927|---------------------------------------------------------------------|
 BJ3927
 BJ3927                          SUPERSEDED SURVEY CONTROL
 BJ3927
 BJ3927  NAD 83(1986)-  30 24 00.89564(N)    091 03 17.83876(W) AD(       ) 2
 BJ3927  NAD 27      -  30 24 00.20674(N)    091 03 17.46551(W) AD(       ) 2
 BJ3927  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG       
 BJ3927
 BJ3927.Superseded values are not recommended for survey control.
 BJ3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3927.See file dsdata.txt to determine how the superseded data were derived.
 BJ3927
 BJ3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8685564742(NAD 83)
 BJ3927_MARKER: DE = TRAVERSE STATION DISK
 BJ3927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3927_SP_SET: CONCRETE POST
 BJ3927_STAMPING: NESSER 1970
 BJ3927_MARK LOGO: LADH  
 BJ3927_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3927_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3927+STABILITY: SURFACE MOTION
 BJ3927
 BJ3927  HISTORY     - Date     Condition        Report By
 BJ3927  HISTORY     - 1970     MONUMENTED       LADH
 BJ3927  HISTORY     - 1974     GOOD             NGS
 BJ3927  HISTORY     - 1975     GOOD             NGS
 BJ3927  HISTORY     - 1980     GOOD             NGS
 BJ3927  HISTORY     - 1980     GOOD             LADTD
 BJ3927  HISTORY     - 19830823 GOOD             LADTD
 BJ3927  HISTORY     - 1987     GOOD             LA-033
 BJ3927
 BJ3927                          STATION DESCRIPTION
 BJ3927
 BJ3927'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ3927'THE STATION IS LOCATED 8 MILES EAST-SOUTHEAST OF DOWNTOWN BATON ROUGE
 BJ3927'AND 8 MILES SOUTHWEST OF DENHAM SPRINGS IN THE NORTHWEST QUARTER OF
 BJ3927'SECTION 58, T7S-R2E, AND ON PROPERTY OF THE LOUISIANA DEPARTMENT OF
 BJ3927'HIGHWAYS.
 BJ3927'
 BJ3927'TO REACH THE STATION FROM THE POST OFFICE IN DOWNTOWN BATON ROUGE,
 BJ3927'DRIVE EAST ALONG FLORIDA BOULEVARD FOR 5.2 MILES TO THE FLORIDA
 BJ3927'BOULEVARD-U.S. HIGHWAY 61 INTERCHANGE THEN DRIVE SOUTH ALONG U.S.
 BJ3927'HIGHWAY 61 (AIRLINE HIGHWAY) FOR 4.3 MILES TO THE STATION WHICH IS
 BJ3927'SET TO THE EAST AND LEFT OF THE NORTH BOUND LANE OF U.S. HIGHWAY 61
 BJ3927'NEAR A CONCRETE CULVERT.
 BJ3927'
 BJ3927'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHWEST ALONG
 BJ3927'U.S. HIGHWAY 61 FOR 0.6 MILE TO THE MARK WHICH IS SET TO THE LEFT AND
 BJ3927'WEST OF U.S. HIGHWAY 61 IN THE NORTHWEST QUADRANT OF U.S. HIGHWAY 61
 BJ3927'AND STATE HIGHWAY 73.
 BJ3927'
 BJ3927'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3927'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3927'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3927'NESSER 1970.  IT IS 75 FEET NORTHEAST OF THE CENTER OF THE NORTH
 BJ3927'BOUND LANE OF U.S.  HIGHWAY 61, 60 FEET SOUTHEAST OF A POWER POLE, 60
 BJ3927'FEET NORTHWEST OF A CROSSOVER ROAD, 52 FEET EAST OF A CONCRETE
 BJ3927'CULVERT, 41 FEET SOUTHWEST OF THE SERVICE ROAD, AND 3 FEET SOUTHEAST
 BJ3927'OF A METAL WITNESS POST.
 BJ3927'
 BJ3927'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3927'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3927'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3927'NESSER RM 1 1970.  IT IS 80 FEET SOUTHEAST OF A POWER POLE, 65 FEET
 BJ3927'SOUTH-SOUTHWEST OF THE CENTER OF THE SERVICE ROAD, 50
 BJ3927'FEET EAST OF A CONCRETE CULVERT, 38 FEET SOUTHEAST OF A METAL
 BJ3927'WITNESS POST, AND 34 FEET NORTHWEST OF A CROSSOVER ROAD.
 BJ3927'
 BJ3927'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3927'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3927'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3927'NESSER RM 2 1970.  IT IS 74 FEET NORTHEAST OF THE CENTER OF THE
 BJ3927'U.S. HIGHWAY 61, 50 FEET NORTH-NORTHEAST OF A CONCRETE CULVERT, 45
 BJ3927'FEET SOUTHWEST OF THE CENTER OF THE SERVICE ROAD, 36 FEET
 BJ3927'NORTHWEST OF A METAL WITNESS POST AND 28 FEET EAST OF A POWER POLE.
 BJ3927'
 BJ3927'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAY AND
 BJ3927'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3927'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ3927'NESSER AZ MK 1970.  IT IS 204 FEET SOUTHEAST OF THE NESSER OVERPASS,
 BJ3927'74 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 73, 31 FEET
 BJ3927'SOUTH-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE ON U.S.
 BJ3927'HIGHWAY 61, AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 BJ3927'
 BJ3927'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ3927
 BJ3927                          STATION RECOVERY (1974)
 BJ3927
 BJ3927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RT)
 BJ3927'THE STATION WAS VISITED 7-23-74 AND THE STATION MARK, REFERENCE
 BJ3927'MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN
 BJ3927'GOOD CONDITION.
 BJ3927'
 BJ3927'THE 1970 DESCRIPTION IS ADEQUATE FOR THIS STATION.
 BJ3927'
 BJ3927'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3927'
 BJ3927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES (SE) OF
 BJ3927'BATON ROUGE.
 BJ3927
 BJ3927                          STATION RECOVERY (1975)
 BJ3927
 BJ3927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RT)
 BJ3927'THE STATION WAS VISITED 3-25-75 AND THE STATION, REFERENCE MARK 1,
 BJ3927'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 BJ3927'CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE.
 BJ3927'
 BJ3927'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3927'
 BJ3927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST
 BJ3927'OF DOWNTOWN B. ROUGE.
 BJ3927
 BJ3927                          STATION RECOVERY (1980)
 BJ3927
 BJ3927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (HS)
 BJ3927'NESSER LDH 1970 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  BOTH
 BJ3927'MARK AND AZIMUTH NEED METAL WITNESS POST.
 BJ3927
 BJ3927                          STATION RECOVERY (1980)
 BJ3927
 BJ3927'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ3927'THE STATION, ITS REFERENCE, AND AZIMUTH MARKS WERE VISITED AND FOUND
 BJ3927'IN GOOD CONDITION AS DESCRIBED IN 1970.
 BJ3927
 BJ3927                          STATION RECOVERY (1983)
 BJ3927
 BJ3927'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (AL)
 BJ3927'RECOVERED IN GOOD CONDITION.
 BJ3927
 BJ3927                          STATION RECOVERY (1987)
 BJ3927
 BJ3927'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3927'IN BATON ROUGE.
 BJ3927'5.2 MILES EAST ALONG FLORIDA BOULEVARD FROM THE THE POST OFFICE IN
 BJ3927'BATON ROUGE, THENCE 4.3 MILES SOUTH ALONG U.S. HIGHWAY 61 (AIRLINE
 BJ3927'HIGHWAY), SET TO THE EAST AND LEFT OF THE NORTH BOUND LANE OF THE
 BJ3927'HIGHWAY, 75 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 BJ3927'THE HIGHWAY, 60 FEET SOUTHEAST OF A POWER POLE, 60 FEET NORTHWEST OF
 BJ3927'A CROSSOVER ROAD, 52 FEET EAST OF A CONCRETE CULVERT, 41 FEET
 BJ3927'SOUTHWEST OF THE SERVICE ROAD.
 BJ3927'THE MARK IS 3 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4949 ***********************************************************************
 BJ4949  DESIGNATION -  NESSER LADH 1970 AZ MK
 BJ4949  PID         -  BJ4949
 BJ4949  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4949  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4949
 BJ4949                         *CURRENT SURVEY CONTROL
 BJ4949  ___________________________________________________________________
 BJ4949* NAD 83(1992)-  30 24 24.59590(N)    091 03 44.77182(W)     ADJUSTED  
 BJ4949* NAVD 88     -        13.7    (meters)      45.     (feet)  VERTCON   
 BJ4949  ___________________________________________________________________
 BJ4949  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ4949  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4949
 BJ4949  HORZ ORDER  -  SECOND
 BJ4949
 BJ4949.The horizontal coordinates were established by classical geodetic methods
 BJ4949.and adjusted by the National Geodetic Survey in January 1993..
 BJ4949
 BJ4949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4949
 BJ4949.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4949
 BJ4949.The geoid height was determined by GEOID03.
 BJ4949
 BJ4949;                    North         East     Units Scale Factor Converg.
 BJ4949;SPC LA S     -   211,393.947 1,026,029.239   MT  0.99995076   +0 08 07.6
 BJ4949;SPC LA S     -   693,548.31  3,366,230.93   sFT  0.99995076   +0 08 07.6
 BJ4949;UTM  15      - 3,365,460.280   686,123.991   MT  1.00002738   +0 58 51.4
 BJ4949
 BJ4949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4949!SPC LA S     -   1.00000211  x   0.99995076  =   0.99995287
 BJ4949!UTM  15      -   1.00000211  x   1.00002738  =   1.00002949
 BJ4949
 BJ4949:                Primary Azimuth Mark                     Grid Az
 BJ4949:SPC LA S     -  17F001 LADH 1974                         137 01 33.8
 BJ4949:UTM  15      -  17F001 LADH 1974                         136 10 50.0
 BJ4949
 BJ4949|---------------------------------------------------------------------|
 BJ4949| PID    Reference Object                     Distance      Geod. Az  |
 BJ4949|                                                           dddmmss.s |
 BJ4949| BJ4948 17F001 LADH 1974                    421.946 METERS 1370941.4 |
 BJ4949| BJ4950 17F002                              266.218 METERS 34940     |
 BJ4949|---------------------------------------------------------------------|
 BJ4949
 BJ4949                          SUPERSEDED SURVEY CONTROL
 BJ4949
 BJ4949  NAD 83(1986)-  30 24 24.61365(N)    091 03 44.77007(W) AD(       ) 2
 BJ4949  NAD 27      -  30 24 23.92529(N)    091 03 44.39540(W) AD(       ) 2
 BJ4949  NGVD 29 (07/19/86)   13.7    (m)           45.     (f) VERT ANG       
 BJ4949
 BJ4949.Superseded values are not recommended for survey control.
 BJ4949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4949.See file dsdata.txt to determine how the superseded data were derived.
 BJ4949
 BJ4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8612465460(NAD 83)
 BJ4949
 BJ4949  HISTORY     - Date     Condition        Report By
 BJ4949  HISTORY     - 1970     MONUMENTED       NGS
 BJ4949  HISTORY     - 1974     GOOD             LADTD
 BJ4949
 BJ4949                          STATION DESCRIPTION
 BJ4949
 BJ4949'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4949'THE AZIMUTH MARK WAS VISITED 7-23-74 AND FOUND TO BE IN
 BJ4949'GOOD CONDITION.
 BJ4949'
 BJ4949'TO REACH THE AZIMUTH MARK FROM STATION NES SER, DRIVE NORTHWEST
 BJ4949'ALONG U.S. HIGHWAY 61 FOR 0.6 MILE.  THE MARK IS SET ON THE
 BJ4949'LEFT AND WEST OF U.S. HIGHWAY 61 IN THE NORTHWEST QUADRANT OF
 BJ4949'THE U.S. HIGHWAY 61 AND STATE HIGHWAY 73 INTERCHANGE.
 BJ4949'
 BJ4949'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4949'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BJ4949'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 BJ4949'IS STAMPED NESSER AZ. MK. 1970.  IT IS 204 FEET SOUTHEAST
 BJ4949'OF THE NESSER OVERPASS, 74 FEET NORTHEAST OF THE CENTER
 BJ4949'OF STATE HIGHWAY 73, 31 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 BJ4949'THE SOUTH BOUND LANE ON U.S. HIGHWAY 61, AND 2 FEET SOUTHEAST
 BJ4949'OF A METAL WITNESS POST AND SIGN.
 BJ4949'
 BJ4949'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4949'
 BJ4949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4949'7.5 MILES (SE) OF BATON ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2908 ***********************************************************************
 AU2908  DESIGNATION -  NET 1934
 AU2908  PID         -  AU2908
 AU2908  STATE/COUNTY-  LA/LAFOURCHE
 AU2908  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2908
 AU2908                         *CURRENT SURVEY CONTROL
 AU2908  ___________________________________________________________________
 AU2908* NAD 83(1992)-  29 25 45.97394(N)    090 03 29.17523(W)     ADJUSTED  
 AU2908* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2908  **This station is located in a subsidence area (see below).
 AU2908  ___________________________________________________________________
 AU2908  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU2908  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AU2908
 AU2908  HORZ ORDER  -  THIRD
 AU2908
 AU2908.The horizontal coordinates were established by classical geodetic methods
 AU2908.and adjusted by the National Geodetic Survey in January 1993..
 AU2908
 AU2908 ** The orthometric height has not been validated since last determined
 AU2908 ** by differential leveling and should not be used for control purposes.
 AU2908 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2908 ** area with valid NAVD 88 orthometric heights.
 AU2908 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2908 ** epoch indicated which incorporates improved geoid heights for the
 AU2908 ** Southern Louisiana Subsidence area.
 AU2908 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2908.The orthometric height was scaled from a topographic map.
 AU2908
 AU2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2908
 AU2908.The geoid height was determined by GEOID03.
 AU2908
 AU2908;                    North         East     Units Scale Factor Converg.
 AU2908;SPC LA S     -   103,713.030 1,123,734.226   MT  0.99997513   +0 38 15.5
 AU2908;SPC LA S     -   340,265.17  3,686,784.71   sFT  0.99997513   +0 38 15.5
 AU2908;UTM  15      - 3,259,167.438   785,413.382   MT  1.00060528   +1 26 47.3
 AU2908;UTM  16      - 3,259,457.899   203,306.973   MT  1.00068633   -1 30 13.3
 AU2908
 AU2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2908!SPC LA S     -   1.00000385  x   0.99997513  =   0.99997898
 AU2908!UTM  15      -   1.00000385  x   1.00060528  =   1.00060913
 AU2908!UTM  16      -   1.00000385  x   1.00068633  =   1.00069018
 AU2908
 AU2908                          SUPERSEDED SURVEY CONTROL
 AU2908
 AU2908  NAD 83(1986)-  29 25 45.98822(N)    090 03 29.18242(W) AD(       ) 3
 AU2908  NAD 27      -  29 25 45.19300(N)    090 03 28.91800(W) AD(       ) 3
 AU2908
 AU2908.Superseded values are not recommended for survey control.
 AU2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2908.See file dsdata.txt to determine how the superseded data were derived.
 AU2908
 AU2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8541359167(NAD 83)
 AU2908_MARKER: DW = NOS HYDROGRAPHIC SURVEY DISK
 AU2908_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2908
 AU2908  HISTORY     - Date     Condition        Report By
 AU2908  HISTORY     - 1934     MONUMENTED       CGS
 AU2908  HISTORY     - 1940     GOOD             SHELL
 AU2908  HISTORY     - 1952     POOR             CGS
 AU2908
 AU2908                          STATION DESCRIPTION
 AU2908
 AU2908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2908'ON A POINT AT THE WESTERN END OF COFFEE BAYOU, ON THE N SHORE OF
 AU2908'THE BAYOU, 50 METERS (164 FEET) FROM THE END OF THE POINT WHICH
 AU2908'EXTENDS W FROM THE STATION, AND 15 METERS (49 FEET) N OF THE
 AU2908'HIGH-WATER MARK OF COFFEE BAYOU.  COFFEE BAY IS N OF THIS
 AU2908'POINT AND THE STATION IS ABOUT 80 METERS (262 FEET) FROM THE
 AU2908'HIGH-WATER MARK OF THIS BAY.  THE STATION IS MARKED BY A
 AU2908'STANDARD BRONZE HYDROGRAPHIC DISK SET IN CONCRETE AT THE CENTER
 AU2908'OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 AU2908'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE
 AU2908'MARSH.
 AU2908
 AU2908                          STATION RECOVERY (1940)
 AU2908
 AU2908'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2908'RECOVERED IN GOOD CONDITION.
 AU2908'
 AU2908'PART OF THE ORIGINAL DESCRIPTION CALLS FOR THE STATION TO BE
 AU2908'164 FEET FROM THE END OF THE POINT WHICH EXTENDS W FROM THE
 AU2908'STATION, 49 FEET N OF THE HIGH-WATER MARK OF COFFEE BAYOU, AND
 AU2908'262 FEET FROM THE HIGH-WATER MARK OF COFFEE BAY.  AT THE
 AU2908'PRESENT TIME THE STATION IS 300 FEET FROM THE END OF THE POINT
 AU2908'WHICH EXTENDS NW FROM THE STATION, 32 FEET N OF THE HIGH-WATER
 AU2908'MARK OF COFFEE BAYOU, AND 290 FEET S OF THE HIGH-WATER MARK
 AU2908'OF COFFEE BAY.
 AU2908
 AU2908                          STATION RECOVERY (1952)
 AU2908
 AU2908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2908'STATION WAS RECOVERED IN POOR CONDITION.  THE PUBLISHED
 AU2908'DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 AU2908'
 AU2908'STATION IS LOCATED ON THE S END OF SNAIL BAY, S OF A POINT OF LAND
 AU2908'ON THE E SHORELINE, AND ABOUT 15 FT. OFFSHORE.  IT IS A STANDARD
 AU2908'HYDROGRAPHIC-STATION DISK, STAMPED NET 1934 AND SET IN A
 AU2908'CONCRETE-FILLED TILE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG3910 ***********************************************************************
 DG3910  DESIGNATION -  NEW D
 DG3910  PID         -  DG3910
 DG3910  STATE/COUNTY-  LA/ORLEANS
 DG3910  USGS QUAD   -  SPANISH FORT (1992)
 DG3910
 DG3910                         *CURRENT SURVEY CONTROL
 DG3910  ___________________________________________________________________
 DG3910* NAD 83(1992)-  30 02 39.77413(N)    090 01 35.73099(W)     ADJUSTED  
 DG3910* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 DG3910  **This station is located in a subsidence area (see below).
 DG3910  ___________________________________________________________________
 DG3910  X           -      -2,564.605 (meters)                     COMP
 DG3910  Y           -  -5,525,773.995 (meters)                     COMP
 DG3910  Z           -   3,174,621.640 (meters)                     COMP
 DG3910  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DG3910  ELLIP HEIGHT-         -23.66  (meters)          (01/08/04) GPS OBS
 DG3910  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DG3910
 DG3910  HORZ ORDER  -  FIRST
 DG3910  ELLP ORDER  -  FIFTH     CLASS I
 DG3910
 DG3910.The horizontal coordinates were established by GPS observations
 DG3910.and adjusted by the National Geodetic Survey in January 2004..
 DG3910
 DG3910 ** The orthometric height has not been validated since last determined
 DG3910 ** by differential leveling and should not be used for control purposes.
 DG3910 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 DG3910 ** area with valid NAVD 88 orthometric heights.
 DG3910 ** The geoid height was determined by a new realization of GEOID03 for the
 DG3910 ** epoch indicated which incorporates improved geoid heights for the
 DG3910 ** Southern Louisiana Subsidence area.
 DG3910 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DG3910.The orthometric height was determined by GPS observations and a
 DG3910.high-resolution geoid model.
 DG3910
 DG3910.Photographs are available for this station.
 DG3910
 DG3910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3910
 DG3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3910
 DG3910.The ellipsoidal height was determined by GPS observations
 DG3910.and is referenced to NAD 83.
 DG3910
 DG3910.The geoid height was determined by GEOID03.
 DG3910
 DG3910;                    North         East     Units Scale Factor Converg.
 DG3910;SPC LA S     -   171,904.411 1,126,014.422   MT  0.99992603   +0 39 12.2
 DG3910;SPC LA S     -   563,989.72  3,694,265.65   sFT  0.99992603   +0 39 12.2
 DG3910;UTM  15      - 3,327,430.150   786,715.270   MT  1.00061435   +1 29 23.0
 DG3910;UTM  16      - 3,327,564.776   208,154.021   MT  1.00065098   -1 30 59.0
 DG3910
 DG3910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3910!SPC LA S     -   1.00000372  x   0.99992603  =   0.99992975
 DG3910!UTM  15      -   1.00000372  x   1.00061435  =   1.00061807
 DG3910!UTM  16      -   1.00000372  x   1.00065098  =   1.00065470
 DG3910
 DG3910                          SUPERSEDED SURVEY CONTROL
 DG3910
 DG3910.No superseded survey control is available for this station.
 DG3910
 DG3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8671527430(NAD 83)
 DG3910_MARKER: DD = SURVEY DISK
 DG3910_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG3910_SP_SET: SEAWALL
 DG3910_STAMPING: NEW D 2003
 DG3910_MARK LOGO: NGS   
 DG3910_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3910+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 DG3910
 DG3910  HISTORY     - Date     Condition        Report By
 DG3910  HISTORY     - 20031120 MONUMENTED       NGS
 DG3910
 DG3910                          STATION DESCRIPTION
 DG3910
 DG3910'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (LJL)
 DG3910'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF NEW ORLEANS, ON THE
 DG3910'SOUTH SHORE OF
 DG3910'LAKE PONCHARTRAIN AND ON THE WEST EDGE OF THE AIRPORT.  IT IS IN THE
 DG3910'TOP OF THE SEAWALL.
 DG3910' 
 DG3910'AIRPORT ACCESS IS THROUGH THE DIRECTOR OF AIRPORT / AVIATION--MR.
 DG3910'RANDOLPH TAYLOR.
 DG3910'ADDRESS--NEW ORLEANS LAKEFRONT AIRPORT, SUITE 101, TERMINAL BUILDING,
 DG3910'6001 STARS AND
 DG3910'STRIPES BLVD., NEW ORLEANS, LA.   70126.  PHONE--504-243-4010,
 DG3910'FAX--504-243-9151.
 DG3910' 
 DG3910'TO REACH TH STATION FROM THE MAIN TERMINAL BUILDING ENTRANCE, DRIVE
 DG3910'EAST ON STARS AND
 DG3910'STRIPES BLVD FOR 0.55 MILES TO I. SIKORSKY DRIVE.  TURN LEFT - NORTH -
 DG3910'ON I. SIKORSLY DRIVE
 DG3910'AND CONTINUE FOR 0.8 MILES FIRE-CRASH-RESCUE BUILDING ON THE NORTHEAST
 DG3910'SIDE OF THE
 DG3910'AIRPORT, ENTER THE GATE - GATE G60 - ON THE EAST SIDE OF THE BUILDING
 DG3910'AND CONTINUE FOR 120
 DG3910'FEET TO THE STATION ON THE RIGHT ON TOP OF AND NEAR THE NORTH END OF
 DG3910'AN OLD SEAWALL
 DG3910'SECTON.
 DG3910' 
 DG3910'THE STATION IS A BRASS SURVEY DISK SET IN A DRILL HOLE  CENTERED ON
 DG3910'TOP OF A 3.5 FT
 DG3910'WIDE SECTION OF OLD SEAWALL.
 DG3910'THE STATION  IS 0.55 M ABOVE THE GROUND,  3.8 M SOUTH OF THE NORTH END
 DG3910'OF THE CUT OFF
 DG3910'SEAWALL,  37 M NORTH OF GATE G60.
 DG3910' 
 DG3910'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION, (SACS).
 DG3910' 
 DG3910' 
 DG3910' 
 DG3910'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2592 ***********************************************************************
 AU2592  DESIGNATION -  NEW IBERIA BOLDT PAPER CO STK
 AU2592  PID         -  AU2592
 AU2592  STATE/COUNTY-  LA/IBERIA
 AU2592  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2592
 AU2592                         *CURRENT SURVEY CONTROL
 AU2592  ___________________________________________________________________
 AU2592* NAD 83(1992)-  29 59 50.63847(N)    091 48 01.22550(W)     ADJUSTED  
 AU2592* NAVD 88     -                                                        
 AU2592  **This station is located in a subsidence area (see below).
 AU2592  ___________________________________________________________________
 AU2592  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2592  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AU2592
 AU2592  HORZ ORDER  -  THIRD
 AU2592
 AU2592.The horizontal coordinates were established by classical geodetic methods
 AU2592.and adjusted by the National Geodetic Survey in January 1993..
 AU2592
 AU2592 ** The orthometric height has not been validated since last determined
 AU2592 ** by differential leveling and should not be used for control purposes.
 AU2592 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2592 ** area with valid NAVD 88 orthometric heights.
 AU2592 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2592 ** epoch indicated which incorporates improved geoid heights for the
 AU2592 ** Southern Louisiana Subsidence area.
 AU2592 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2592
 AU2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2592
 AU2592.The geoid height was determined by GEOID03.
 AU2592
 AU2592;                    North         East     Units Scale Factor Converg.
 AU2592;SPC LA S     -   166,069.987   954,942.520   MT  0.99992575   -0 14 00.6
 AU2592;SPC LA S     -   544,847.95  3,133,007.25   sFT  0.99992575   -0 14 00.6
 AU2592;UTM  15      - 3,319,102.906   615,711.667   MT  0.99976519   +0 35 59.5
 AU2592
 AU2592                          SUPERSEDED SURVEY CONTROL
 AU2592
 AU2592  NAD 83(1986)-  29 59 50.65938(N)    091 48 01.21958(W) AD(       ) 4
 AU2592  NAD 27      -  29 59 49.92876(N)    091 48 00.80181(W) AD(       ) 3
 AU2592
 AU2592.Superseded values are not recommended for survey control.
 AU2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2592.See file dsdata.txt to determine how the superseded data were derived.
 AU2592
 AU2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1571219103(NAD 83)
 AU2592_MARKER: 63 = STACK
 AU2592
 AU2592  HISTORY     - Date     Condition        Report By
 AU2592  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2592
 AU2592                          STATION DESCRIPTION
 AU2592
 AU2592'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5139 ***********************************************************************
 BJ5139  DESIGNATION -  NEW IBERIA E MUN TANK
 BJ5139  PID         -  BJ5139
 BJ5139  STATE/COUNTY-  LA/IBERIA
 BJ5139  USGS QUAD   -  NEW IBERIA NORTH (1983)
 BJ5139
 BJ5139                         *CURRENT SURVEY CONTROL
 BJ5139  ___________________________________________________________________
 BJ5139* NAD 83(1992)-  30 00 09.95177(N)    091 47 51.90853(W)     ADJUSTED  
 BJ5139* NAVD 88     -                                                        
 BJ5139  **This station is located in a subsidence area (see below).
 BJ5139  ___________________________________________________________________
 BJ5139  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ5139  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ5139
 BJ5139  HORZ ORDER  -  THIRD
 BJ5139
 BJ5139.The horizontal coordinates were established by classical geodetic methods
 BJ5139.and adjusted by the National Geodetic Survey in January 1993..
 BJ5139
 BJ5139 ** The orthometric height has not been validated since last determined
 BJ5139 ** by differential leveling and should not be used for control purposes.
 BJ5139 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5139 ** area with valid NAVD 88 orthometric heights.
 BJ5139 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5139 ** epoch indicated which incorporates improved geoid heights for the
 BJ5139 ** Southern Louisiana Subsidence area.
 BJ5139 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5139
 BJ5139.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5139
 BJ5139.The geoid height was determined by GEOID03.
 BJ5139
 BJ5139;                    North         East     Units Scale Factor Converg.
 BJ5139;SPC LA S     -   166,663.625   955,194.627   MT  0.99992575   -0 13 56.0
 BJ5139;SPC LA S     -   546,795.58  3,133,834.37   sFT  0.99992575   -0 13 56.0
 BJ5139;UTM  15      - 3,319,700.052   615,955.074   MT  0.99976589   +0 36 04.5
 BJ5139
 BJ5139                          SUPERSEDED SURVEY CONTROL
 BJ5139
 BJ5139  NAD 83(1986)-  30 00 09.97269(N)    091 47 51.90309(W) AD(       ) 4
 BJ5139  NAD 27      -  30 00 09.24260(N)    091 47 51.48399(W) AD(       ) 3
 BJ5139
 BJ5139.Superseded values are not recommended for survey control.
 BJ5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5139.See file dsdata.txt to determine how the superseded data were derived.
 BJ5139
 BJ5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1595519700(NAD 83)
 BJ5139_MARKER: 53 = ELEVATED TANK
 BJ5139
 BJ5139  HISTORY     - Date     Condition        Report By
 BJ5139  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5139  HISTORY     - 19950503 GOOD             USPSQD
 BJ5139  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 BJ5139
 BJ5139                          STATION DESCRIPTION
 BJ5139
 BJ5139'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5139'THE VENT AT THE TOP CENTER OF THE NEW IBERIA EAST MUNICIPAL WATER
 BJ5139'TANK, LOCATED IN THE SOUTHEAST EDGE OF NEW IBERIA, ABOUT 300 FEET
 BJ5139'SOUTH OF THE INTERSECTION OF SOUTH LEWIS AVENUE AND THOMAS STREET
 BJ5139'AND 150 FEET SOUTH OF THE SOUTHWEST CORNER OF THE NEW IBERIA LIONS
 BJ5139'CLUB BUILDING.  THE TANK IS PAINTED GREEN, SUPPORTED BY A
 BJ5139'SIX-LEGGED TUBULAR STEEL STRUCTURE THAT IS PAINTED IVORY AND
 BJ5139'AN OVER-ALL HEIGHT OF 160 FEET.
 BJ5139
 BJ5139                          STATION RECOVERY (1995)
 BJ5139
 BJ5139'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5139'RECOVERED IN GOOD CONDITION.
 BJ5139
 BJ5139                          STATION RECOVERY (2004)
 BJ5139
 BJ5139'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BJ5139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5140 ***********************************************************************
 BJ5140  DESIGNATION -  NEW IBERIA IBERIA SUGAR TANK
 BJ5140  PID         -  BJ5140
 BJ5140  STATE/COUNTY-  LA/IBERIA
 BJ5140  USGS QUAD   -  NEW IBERIA NORTH (1983)
 BJ5140
 BJ5140                         *CURRENT SURVEY CONTROL
 BJ5140  ___________________________________________________________________
 BJ5140* NAD 83(1992)-  30 01 09.06740(N)    091 49 03.88295(W)     ADJUSTED  
 BJ5140* NAVD 88     -                                                        
 BJ5140  **This station is located in a subsidence area (see below).
 BJ5140  ___________________________________________________________________
 BJ5140  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5140  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ5140
 BJ5140  HORZ ORDER  -  THIRD
 BJ5140
 BJ5140.The horizontal coordinates were established by classical geodetic methods
 BJ5140.and adjusted by the National Geodetic Survey in January 1993..
 BJ5140
 BJ5140 ** The orthometric height has not been validated since last determined
 BJ5140 ** by differential leveling and should not be used for control purposes.
 BJ5140 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5140 ** area with valid NAVD 88 orthometric heights.
 BJ5140 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5140 ** epoch indicated which incorporates improved geoid heights for the
 BJ5140 ** Southern Louisiana Subsidence area.
 BJ5140 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5140
 BJ5140.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5140
 BJ5140.The geoid height was determined by GEOID03.
 BJ5140
 BJ5140;                    North         East     Units Scale Factor Converg.
 BJ5140;SPC LA S     -   168,491.771   953,273.494   MT  0.99992580   -0 14 32.0
 BJ5140;SPC LA S     -   552,793.42  3,127,531.45   sFT  0.99992580   -0 14 32.0
 BJ5140;UTM  15      - 3,321,499.762   614,007.865   MT  0.99976036   +0 35 29.5
 BJ5140
 BJ5140                          SUPERSEDED SURVEY CONTROL
 BJ5140
 BJ5140  NAD 83(1986)-  30 01 09.08822(N)    091 49 03.87754(W) AD(       ) 4
 BJ5140  NAD 27      -  30 01 08.35899(N)    091 49 03.45680(W) AD(       ) 3
 BJ5140
 BJ5140.Superseded values are not recommended for survey control.
 BJ5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5140.See file dsdata.txt to determine how the superseded data were derived.
 BJ5140
 BJ5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1400821500(NAD 83)
 BJ5140_MARKER: 53 = ELEVATED TANK
 BJ5140
 BJ5140  HISTORY     - Date     Condition        Report By
 BJ5140  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5140  HISTORY     - 19950430 GOOD             USPSQD
 BJ5140
 BJ5140                          STATION DESCRIPTION
 BJ5140
 BJ5140'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5140'THE STATION IS THE BALL AT THE TOP CENTER OF THE IBERIA SUGAR FACTORY
 BJ5140'WATER TANK, LOCATED NEAR THE EAST CENTRAL PART OF NEW IBERIA AND 0.5
 BJ5140'MILE EAST ALONG STATE HIGHWAY 677 FROM THE JUNCTION OF STATE
 BJ5140'HIGHWAYS AND 31.  THE TANK IS PAINTED SILVER, SUPPORTED BY A
 BJ5140'FOUR-LEGGED STEEL STRUCTURE AND IS 165 FEET TALL.
 BJ5140
 BJ5140                          STATION RECOVERY (1995)
 BJ5140
 BJ5140'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2603 ***********************************************************************
 AU2603  DESIGNATION -  NEW IBERIA KING KQS 321 MST
 AU2603  PID         -  AU2603
 AU2603  STATE/COUNTY-  LA/IBERIA
 AU2603  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2603
 AU2603                         *CURRENT SURVEY CONTROL
 AU2603  ___________________________________________________________________
 AU2603* NAD 83(1992)-  29 56 46.46231(N)    091 48 50.02803(W)     ADJUSTED  
 AU2603* NAVD 88     -                                                        
 AU2603  **This station is located in a subsidence area (see below).
 AU2603  ___________________________________________________________________
 AU2603  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU2603  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AU2603
 AU2603  HORZ ORDER  -  THIRD
 AU2603
 AU2603.The horizontal coordinates were established by classical geodetic methods
 AU2603.and adjusted by the National Geodetic Survey in January 1993..
 AU2603
 AU2603 ** The orthometric height has not been validated since last determined
 AU2603 ** by differential leveling and should not be used for control purposes.
 AU2603 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2603 ** area with valid NAVD 88 orthometric heights.
 AU2603 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2603 ** epoch indicated which incorporates improved geoid heights for the
 AU2603 ** Southern Louisiana Subsidence area.
 AU2603 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2603
 AU2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2603
 AU2603.The geoid height was determined by GEOID03.
 AU2603
 AU2603;                    North         East     Units Scale Factor Converg.
 AU2603;SPC LA S     -   160,404.673   953,610.819   MT  0.99992620   -0 14 25.0
 AU2603;SPC LA S     -   526,261.00  3,128,638.16   sFT  0.99992620   -0 14 25.0
 AU2603;UTM  15      - 3,313,419.756   614,462.662   MT  0.99976164   +0 35 31.7
 AU2603
 AU2603                          SUPERSEDED SURVEY CONTROL
 AU2603
 AU2603  NAD 83(1986)-  29 56 46.48336(N)    091 48 50.02240(W) AD(       ) 4
 AU2603  NAD 27      -  29 56 45.74554(N)    091 48 49.59957(W) AD(       ) 3
 AU2603
 AU2603.Superseded values are not recommended for survey control.
 AU2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2603.See file dsdata.txt to determine how the superseded data were derived.
 AU2603
 AU2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1446313420(NAD 83)
 AU2603_MARKER: 42 = RADIO/TV MAST
 AU2603
 AU2603  HISTORY     - Date     Condition        Report By
 AU2603  HISTORY     - 1969     FIRST OBSERVED   CGS
 AU2603  HISTORY     - 19950430 GOOD             USPSQD
 AU2603
 AU2603                          STATION DESCRIPTION
 AU2603
 AU2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2603'THE STATION IS THE RED LIGHT AT THE TOP OF THE RADIO MAST OF THE
 AU2603'KINGSTON CONSTRUCTION COMPANY.  IT IS LOCATED ON THE GROUNDS OF THE
 AU2603'CONSTRUCTION COMPANY, 4-1/2 MILES SOUTH OF NEW IBERIA AND 1/2 MILE
 AU2603'EAST OF STATE HIGHWAY 83.
 AU2603'
 AU2603'IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED
 AU2603'IN ALTERNATE BANDS OF RED AND WHITE AND IS 510 FEET HIGH.
 AU2603
 AU2603                          STATION RECOVERY (1995)
 AU2603
 AU2603'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2602 ***********************************************************************
 AU2602  DESIGNATION -  NEW IBERIA SOUTH MUN TANK
 AU2602  PID         -  AU2602
 AU2602  STATE/COUNTY-  LA/IBERIA
 AU2602  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2602
 AU2602                         *CURRENT SURVEY CONTROL
 AU2602  ___________________________________________________________________
 AU2602* NAD 83(1992)-  29 59 37.44328(N)    091 48 39.93879(W)     ADJUSTED  
 AU2602* NAVD 88     -                                                        
 AU2602  **This station is located in a subsidence area (see below).
 AU2602  ___________________________________________________________________
 AU2602  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU2602  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AU2602
 AU2602  HORZ ORDER  -  THIRD
 AU2602
 AU2602.The horizontal coordinates were established by classical geodetic methods
 AU2602.and adjusted by the National Geodetic Survey in January 1993..
 AU2602
 AU2602 ** The orthometric height has not been validated since last determined
 AU2602 ** by differential leveling and should not be used for control purposes.
 AU2602 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2602 ** area with valid NAVD 88 orthometric heights.
 AU2602 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2602 ** epoch indicated which incorporates improved geoid heights for the
 AU2602 ** Southern Louisiana Subsidence area.
 AU2602 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2602
 AU2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2602
 AU2602.The geoid height was determined by GEOID03.
 AU2602
 AU2602;                    North         East     Units Scale Factor Converg.
 AU2602;SPC LA S     -   165,667.987   953,903.301   MT  0.99992575   -0 14 20.0
 AU2602;SPC LA S     -   543,529.05  3,129,597.75   sFT  0.99992575   -0 14 20.0
 AU2602;UTM  15      - 3,318,685.902   614,678.572   MT  0.99976225   +0 35 39.9
 AU2602
 AU2602                          SUPERSEDED SURVEY CONTROL
 AU2602
 AU2602  NAD 83(1986)-  29 59 37.46419(N)    091 48 39.93327(W) AD(       ) 4
 AU2602  NAD 27      -  29 59 36.73235(N)    091 48 39.51270(W) AD(       ) 3
 AU2602
 AU2602.Superseded values are not recommended for survey control.
 AU2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2602.See file dsdata.txt to determine how the superseded data were derived.
 AU2602
 AU2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1467918686(NAD 83)
 AU2602_MARKER: 53 = ELEVATED TANK
 AU2602
 AU2602  HISTORY     - Date     Condition        Report By
 AU2602  HISTORY     - 1969     FIRST OBSERVED   CGS
 AU2602  HISTORY     - 19950430 GOOD             USPSQD
 AU2602  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AU2602
 AU2602                          STATION DESCRIPTION
 AU2602
 AU2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2602'THE VENT AT THE TOP CENTER OF THE NEW IBERIA SOUTH MUNICIPAL WATER
 AU2602'TANK, LOCATED AT THE SOUTH EDGE OF NEW IBERIA AND IN THE NORTHWEST
 AU2602'ANGLE OF SOUTH LEWIS AVENUE AND PARK AVENUE.  THE TANK IS PAINTED
 AU2602'GREEN, SUPPORTED BY A SIX-LEGGED TUBULAR STEEL STRUCTURE THAT IS
 AU2602'PAINTED IVORY AND AN OVER-ALL HEIGHT OF 165 FEET.
 AU2602
 AU2602                          STATION RECOVERY (1995)
 AU2602
 AU2602'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2602'RECOVERED IN GOOD CONDITION.
 AU2602
 AU2602                          STATION RECOVERY (2004)
 AU2602
 AU2602'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AU2602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5136 ***********************************************************************
 BJ5136  DESIGNATION -  NEW IBERIA ST PETERS CATH CH
 BJ5136  PID         -  BJ5136
 BJ5136  STATE/COUNTY-  LA/IBERIA
 BJ5136  USGS QUAD   -  NEW IBERIA NORTH (1983)
 BJ5136
 BJ5136                         *CURRENT SURVEY CONTROL
 BJ5136  ___________________________________________________________________
 BJ5136* NAD 83(1992)-  30 00 16.86940(N)    091 49 08.98350(W)     ADJUSTED  
 BJ5136* NAVD 88     -                                                        
 BJ5136  **This station is located in a subsidence area (see below).
 BJ5136  ___________________________________________________________________
 BJ5136  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ5136  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ5136
 BJ5136  HORZ ORDER  -  THIRD
 BJ5136
 BJ5136.The horizontal coordinates were established by classical geodetic methods
 BJ5136.and adjusted by the National Geodetic Survey in January 1993..
 BJ5136
 BJ5136 ** The orthometric height has not been validated since last determined
 BJ5136 ** by differential leveling and should not be used for control purposes.
 BJ5136 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5136 ** area with valid NAVD 88 orthometric heights.
 BJ5136 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5136 ** epoch indicated which incorporates improved geoid heights for the
 BJ5136 ** Southern Louisiana Subsidence area.
 BJ5136 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5136
 BJ5136.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5136
 BJ5136.The geoid height was determined by GEOID03.
 BJ5136
 BJ5136;                    North         East     Units Scale Factor Converg.
 BJ5136;SPC LA S     -   166,885.182   953,130.014   MT  0.99992575   -0 14 34.5
 BJ5136;SPC LA S     -   547,522.47  3,127,060.72   sFT  0.99992575   -0 14 34.5
 BJ5136;UTM  15      - 3,319,891.522   613,887.794   MT  0.99976002   +0 35 26.0
 BJ5136
 BJ5136                          SUPERSEDED SURVEY CONTROL
 BJ5136
 BJ5136  NAD 83(1986)-  30 00 16.89077(N)    091 49 08.97793(W) AD(       ) 4
 BJ5136  NAD 27      -  30 00 16.15980(N)    091 49 08.55888(W) AD(       ) 3
 BJ5136
 BJ5136.Superseded values are not recommended for survey control.
 BJ5136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5136.See file dsdata.txt to determine how the superseded data were derived.
 BJ5136
 BJ5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1388819892(NAD 83)
 BJ5136_MARKER: 90 = CHURCH SPIRE
 BJ5136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5136+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 BJ5136
 BJ5136  HISTORY     - Date     Condition        Report By
 BJ5136  HISTORY     - 1931     FIRST OBSERVED   CGS
 BJ5136  HISTORY     - 20040308 GOOD             USPSQD
 BJ5136
 BJ5136                          STATION DESCRIPTION
 BJ5136
 BJ5136'DESCRIBED BY US POWER SQUADRON 2004 (CRB)
 BJ5136'LOCATED AT 108 ST. PETERS STREET EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2591 ***********************************************************************
 AU2591  DESIGNATION -  NEW IBERIA TECHE RICE CO TANK
 AU2591  PID         -  AU2591
 AU2591  STATE/COUNTY-  LA/IBERIA
 AU2591  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2591
 AU2591                         *CURRENT SURVEY CONTROL
 AU2591  ___________________________________________________________________
 AU2591* NAD 83(1992)-  29 59 55.63954(N)    091 48 04.51998(W)     ADJUSTED  
 AU2591* NAVD 88     -                                                        
 AU2591  **This station is located in a subsidence area (see below).
 AU2591  ___________________________________________________________________
 AU2591  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2591  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AU2591
 AU2591  HORZ ORDER  -  THIRD
 AU2591
 AU2591.The horizontal coordinates were established by classical geodetic methods
 AU2591.and adjusted by the National Geodetic Survey in January 1993..
 AU2591
 AU2591 ** The orthometric height has not been validated since last determined
 AU2591 ** by differential leveling and should not be used for control purposes.
 AU2591 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2591 ** area with valid NAVD 88 orthometric heights.
 AU2591 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2591 ** epoch indicated which incorporates improved geoid heights for the
 AU2591 ** Southern Louisiana Subsidence area.
 AU2591 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2591
 AU2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2591
 AU2591.The geoid height was determined by GEOID03.
 AU2591
 AU2591;                    North         East     Units Scale Factor Converg.
 AU2591;SPC LA S     -   166,224.329   954,854.856   MT  0.99992575   -0 14 02.3
 AU2591;SPC LA S     -   545,354.32  3,132,719.64   sFT  0.99992575   -0 14 02.3
 AU2591;UTM  15      - 3,319,255.932   615,621.782   MT  0.99976493   +0 35 57.9
 AU2591
 AU2591                          SUPERSEDED SURVEY CONTROL
 AU2591
 AU2591  NAD 83(1986)-  29 59 55.66047(N)    091 48 04.51399(W) AD(       ) 4
 AU2591  NAD 27      -  29 59 54.93018(N)    091 48 04.09610(W) AD(       ) 3
 AU2591
 AU2591.Superseded values are not recommended for survey control.
 AU2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2591.See file dsdata.txt to determine how the superseded data were derived.
 AU2591
 AU2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1562219256(NAD 83)
 AU2591_MARKER: 51 = TANK
 AU2591
 AU2591  HISTORY     - Date     Condition        Report By
 AU2591  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2591  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AU2591
 AU2591                          STATION DESCRIPTION
 AU2591
 AU2591'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5144 ***********************************************************************
 BJ5144  DESIGNATION -  NEW IBERIA TEXACO KKI 250 TWR
 BJ5144  PID         -  BJ5144
 BJ5144  STATE/COUNTY-  LA/IBERIA
 BJ5144  USGS QUAD   -  NEW IBERIA NORTH (1983)
 BJ5144
 BJ5144                         *CURRENT SURVEY CONTROL
 BJ5144  ___________________________________________________________________
 BJ5144* NAD 83(1992)-  30 01 24.50270(N)    091 49 19.45809(W)     ADJUSTED  
 BJ5144* NAVD 88     -                                                        
 BJ5144  **This station is located in a subsidence area (see below).
 BJ5144  ___________________________________________________________________
 BJ5144  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5144  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ5144
 BJ5144  HORZ ORDER  -  THIRD
 BJ5144
 BJ5144.The horizontal coordinates were established by classical geodetic methods
 BJ5144.and adjusted by the National Geodetic Survey in January 1993..
 BJ5144
 BJ5144 ** The orthometric height has not been validated since last determined
 BJ5144 ** by differential leveling and should not be used for control purposes.
 BJ5144 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5144 ** area with valid NAVD 88 orthometric heights.
 BJ5144 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5144 ** epoch indicated which incorporates improved geoid heights for the
 BJ5144 ** Southern Louisiana Subsidence area.
 BJ5144 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5144
 BJ5144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5144
 BJ5144.The geoid height was determined by GEOID03.
 BJ5144
 BJ5144;                    North         East     Units Scale Factor Converg.
 BJ5144;SPC LA S     -   168,968.794   952,858.196   MT  0.99992582   -0 14 39.8
 BJ5144;SPC LA S     -   554,358.45  3,126,168.93   sFT  0.99992582   -0 14 39.8
 BJ5144;UTM  15      - 3,321,970.613   613,585.738   MT  0.99975918   +0 35 22.0
 BJ5144
 BJ5144                          SUPERSEDED SURVEY CONTROL
 BJ5144
 BJ5144  NAD 83(1986)-  30 01 24.52349(N)    091 49 19.45263(W) AD(       ) 4
 BJ5144  NAD 27      -  30 01 23.79469(N)    091 49 19.03184(W) AD(       ) 3
 BJ5144
 BJ5144.Superseded values are not recommended for survey control.
 BJ5144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5144.See file dsdata.txt to determine how the superseded data were derived.
 BJ5144
 BJ5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1358621971(NAD 83)
 BJ5144_MARKER: 43 = RADIO/TV TOWER
 BJ5144
 BJ5144  HISTORY     - Date     Condition        Report By
 BJ5144  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5144  HISTORY     - 19950430 GOOD             USPSQD
 BJ5144
 BJ5144                          STATION DESCRIPTION
 BJ5144
 BJ5144'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5144'THE STATION IS THE RED LIGHT AT THE TOP OF THE RADIO TOWER OF THE
 BJ5144'TEXACO OIL COMPANY IN NEW IBERIA.  IT IS LOCATED ABOUT 400 FEET
 BJ5144'SOUTHEAST OF THE HEADQUARTERS OF THE TEXACO OIL COMPANY IN THE
 BJ5144'NORTHEAST PART OF NEW IBERIA AND IN THE SOUTHEAST ANGLE OF THE
 BJ5144'INTERSECTION OF STATE HIGHWAY 31 AND DASPIT ROAD.
 BJ5144'
 BJ5144'THE TOWER IS A FOUR-LEGGED STEEL OIL WELL DERRICK, PAINTED IN
 BJ5144'ALTERNATE BANDS OF RED AND WHITE AND IS 175 FEET HIGH.
 BJ5144
 BJ5144                          STATION RECOVERY (1995)
 BJ5144
 BJ5144'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2605 ***********************************************************************
 AU2605  DESIGNATION -  NEW IBERIA TRKLNE GAS MW MAST
 AU2605  PID         -  AU2605
 AU2605  STATE/COUNTY-  LA/IBERIA
 AU2605  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2605
 AU2605                         *CURRENT SURVEY CONTROL
 AU2605  ___________________________________________________________________
 AU2605* NAD 83(1992)-  29 56 39.27281(N)    091 49 44.42506(W)     ADJUSTED  
 AU2605* NAVD 88     -                                                        
 AU2605  **This station is located in a subsidence area (see below).
 AU2605  ___________________________________________________________________
 AU2605  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU2605  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AU2605
 AU2605  HORZ ORDER  -  THIRD
 AU2605
 AU2605.The horizontal coordinates were established by classical geodetic methods
 AU2605.and adjusted by the National Geodetic Survey in January 1993..
 AU2605
 AU2605 ** The orthometric height has not been validated since last determined
 AU2605 ** by differential leveling and should not be used for control purposes.
 AU2605 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2605 ** area with valid NAVD 88 orthometric heights.
 AU2605 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2605 ** epoch indicated which incorporates improved geoid heights for the
 AU2605 ** Southern Louisiana Subsidence area.
 AU2605 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2605
 AU2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2605
 AU2605.The geoid height was determined by GEOID03.
 AU2605
 AU2605;                    North         East     Units Scale Factor Converg.
 AU2605;SPC LA S     -   160,189.525   952,151.262   MT  0.99992623   -0 14 52.2
 AU2605;SPC LA S     -   525,555.13  3,123,849.60   sFT  0.99992623   -0 14 52.2
 AU2605;UTM  15      - 3,313,183.466   613,006.628   MT  0.99975756   +0 35 04.5
 AU2605
 AU2605                          SUPERSEDED SURVEY CONTROL
 AU2605
 AU2605  NAD 83(1986)-  29 56 39.29378(N)    091 49 44.41917(W) AD(       ) 4
 AU2605  NAD 27      -  29 56 38.55484(N)    091 49 43.99300(W) AD(       ) 3
 AU2605
 AU2605.Superseded values are not recommended for survey control.
 AU2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2605.See file dsdata.txt to determine how the superseded data were derived.
 AU2605
 AU2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1300713183(NAD 83)
 AU2605_MARKER: 44 = MICROWAVE MAST
 AU2605
 AU2605  HISTORY     - Date     Condition        Report By
 AU2605  HISTORY     - 1969     FIRST OBSERVED   CGS
 AU2605  HISTORY     - 19950430 GOOD             USPSQD
 AU2605
 AU2605                          STATION DESCRIPTION
 AU2605
 AU2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2605'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST OF THE TRUNKLINE
 AU2605'GAS COMPANY.  IT IS LOCATED 4-1/2 MILES SOUTH OF NEW IBERIA AND 0.5
 AU2605'MILE WEST OF STATE HIGHWAY 83.
 AU2605'
 AU2605'IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED
 AU2605'IN ALTERNATE BANDS OF RED AND WHITE, HAS THREE SCREENS AT THE TOP
 AU2605'AND THE OVER-ALL HEIGHT IS 340 FEET.
 AU2605
 AU2605                          STATION RECOVERY (1995)
 AU2605
 AU2605'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5147 ***********************************************************************
 BJ5147  DESIGNATION -  NEW IBERIA WEST MUN TANK
 BJ5147  PID         -  BJ5147
 BJ5147  STATE/COUNTY-  LA/IBERIA
 BJ5147  USGS QUAD   -  NEW IBERIA NORTH (1983)
 BJ5147
 BJ5147                         *CURRENT SURVEY CONTROL
 BJ5147  ___________________________________________________________________
 BJ5147* NAD 83(1992)-  30 00 49.44892(N)    091 50 07.09939(W)     ADJUSTED  
 BJ5147* NAVD 88     -                                                        
 BJ5147  **This station is located in a subsidence area (see below).
 BJ5147  ___________________________________________________________________
 BJ5147  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5147  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ5147
 BJ5147  HORZ ORDER  -  THIRD
 BJ5147
 BJ5147.The horizontal coordinates were established by classical geodetic methods
 BJ5147.and adjusted by the National Geodetic Survey in January 1993..
 BJ5147
 BJ5147 ** The orthometric height has not been validated since last determined
 BJ5147 ** by differential leveling and should not be used for control purposes.
 BJ5147 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5147 ** area with valid NAVD 88 orthometric heights.
 BJ5147 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5147 ** epoch indicated which incorporates improved geoid heights for the
 BJ5147 ** Southern Louisiana Subsidence area.
 BJ5147 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5147
 BJ5147.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5147
 BJ5147.The geoid height was determined by GEOID03.
 BJ5147
 BJ5147;                    North         East     Units Scale Factor Converg.
 BJ5147;SPC LA S     -   167,895.012   951,577.005   MT  0.99992577   -0 15 03.6
 BJ5147;SPC LA S     -   550,835.55  3,121,965.56   sFT  0.99992577   -0 15 03.6
 BJ5147;UTM  15      - 3,320,878.486   612,320.521   MT  0.99975565   +0 34 57.5
 BJ5147
 BJ5147                          SUPERSEDED SURVEY CONTROL
 BJ5147
 BJ5147  NAD 83(1986)-  30 00 49.46964(N)    091 50 07.09387(W) AD(       ) 4
 BJ5147  NAD 27      -  30 00 48.73969(N)    091 50 06.67222(W) AD(       ) 3
 BJ5147
 BJ5147.Superseded values are not recommended for survey control.
 BJ5147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5147.See file dsdata.txt to determine how the superseded data were derived.
 BJ5147
 BJ5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1232120878(NAD 83)
 BJ5147_MARKER: 53 = ELEVATED TANK
 BJ5147
 BJ5147  HISTORY     - Date     Condition        Report By
 BJ5147  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5147  HISTORY     - 19950430 GOOD             USPSQD
 BJ5147  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 BJ5147
 BJ5147                          STATION DESCRIPTION
 BJ5147
 BJ5147'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5147'THE STATION IS THE VENT AT THE TOP CENTER OF THE NEW IBERIA WEST
 BJ5147'MUNICIPAL WATER TANK, LOCATED IN THE WEST EDGE OF NEW IBERIA IN A
 BJ5147'FENCED AREA 1/2 BLOCK NORTH OF STATE HIGHWAY 675 AND 1/2 BLOCK
 BJ5147'SOUTH OF CALHOUN STREET.  THE TANK IS PAINTED GREEN, SUPPORTED BY A
 BJ5147'SIX-LEGGED TUBULAR STEEL STRUCTURE THAT IS PAINTED IVORY AND
 BJ5147'AN OVER-ALL HEIGHT OF 165 FEET.
 BJ5147
 BJ5147                          STATION RECOVERY (1995)
 BJ5147
 BJ5147'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5147'RECOVERED IN GOOD CONDITION.
 BJ5147
 BJ5147                          STATION RECOVERY (2004)
 BJ5147
 BJ5147'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BJ5147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2666 ***********************************************************************
 AU2666  DESIGNATION -  NEW ORLEANS 7TH ST INCIN STACK
 AU2666  PID         -  AU2666
 AU2666  STATE/COUNTY-  LA/ORLEANS
 AU2666  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2666
 AU2666                         *CURRENT SURVEY CONTROL
 AU2666  ___________________________________________________________________
 AU2666* NAD 83(1992)-  29 56 04.59612(N)    090 05 27.80571(W)     ADJUSTED  
 AU2666* NAVD 88     -                                                        
 AU2666  **This station is located in a subsidence area (see below).
 AU2666  ___________________________________________________________________
 AU2666  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU2666  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2666
 AU2666  HORZ ORDER  -  THIRD
 AU2666
 AU2666.The horizontal coordinates were established by classical geodetic methods
 AU2666.and adjusted by the National Geodetic Survey in January 1993..
 AU2666
 AU2666 ** The orthometric height has not been validated since last determined
 AU2666 ** by differential leveling and should not be used for control purposes.
 AU2666 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2666 ** area with valid NAVD 88 orthometric heights.
 AU2666 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2666 ** epoch indicated which incorporates improved geoid heights for the
 AU2666 ** Southern Louisiana Subsidence area.
 AU2666 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2666
 AU2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2666
 AU2666.The geoid height was determined by GEOID03.
 AU2666
 AU2666;                    North         East     Units Scale Factor Converg.
 AU2666;SPC LA S     -   159,668.445 1,119,929.937   MT  0.99992641   +0 37 16.2
 AU2666;SPC LA S     -   523,845.56  3,674,303.47   sFT  0.99992641   +0 37 16.2
 AU2666;UTM  15      - 3,315,098.705   780,805.553   MT  1.00057298   +1 27 09.2
 AU2666
 AU2666                          SUPERSEDED SURVEY CONTROL
 AU2666
 AU2666  NAD 83(1986)-  29 56 04.61109(N)    090 05 27.80558(W) AD(       ) 4
 AU2666  NAD 27      -  29 56 03.87683(N)    090 05 27.55002(W) AD(       ) 3
 AU2666
 AU2666.Superseded values are not recommended for survey control.
 AU2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2666.See file dsdata.txt to determine how the superseded data were derived.
 AU2666
 AU2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8080615099(NAD 83)
 AU2666_MARKER: 63 = STACK
 AU2666
 AU2666  HISTORY     - Date     Condition        Report By
 AU2666  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2666
 AU2666                          STATION DESCRIPTION
 AU2666
 AU2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2666'THE STATION IS THE TOP CENTER OF THE STACK.  IT IS A BROWN
 AU2666'BRICK STACK WITH A SCREEN AROUND THE TOP.  THE OVERALL HEIGHT
 AU2666'IS 160 FEET.
 AU2666'
 AU2666'LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF 7TH
 AU2666'AND SARATOGA STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1372 ***********************************************************************
 AT1372  DESIGNATION -  NEW ORLEANS ALGIERS WATER TANK
 AT1372  PID         -  AT1372
 AT1372  STATE/COUNTY-  LA/ORLEANS
 AT1372  USGS QUAD   -  CHALMETTE (1994)
 AT1372
 AT1372                         *CURRENT SURVEY CONTROL
 AT1372  ___________________________________________________________________
 AT1372* NAD 83(1992)-  29 55 19.56918(N)    089 59 00.57481(W)     ADJUSTED  
 AT1372* NAVD 88     -                                                        
 AT1372  **This station is located in a subsidence area (see below).
 AT1372  ___________________________________________________________________
 AT1372  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1372  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AT1372
 AT1372  HORZ ORDER  -  THIRD
 AT1372
 AT1372.The horizontal coordinates were established by classical geodetic methods
 AT1372.and adjusted by the National Geodetic Survey in January 1993..
 AT1372
 AT1372 ** The orthometric height has not been validated since last determined
 AT1372 ** by differential leveling and should not be used for control purposes.
 AT1372 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1372 ** area with valid NAVD 88 orthometric heights.
 AT1372 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1372 ** epoch indicated which incorporates improved geoid heights for the
 AT1372 ** Southern Louisiana Subsidence area.
 AT1372 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1372
 AT1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1372
 AT1372.The geoid height was determined by GEOID03.
 AT1372
 AT1372;                    North         East     Units Scale Factor Converg.
 AT1372;SPC LA S     -   158,399.625 1,130,330.100   MT  0.99992668   +0 40 29.8
 AT1372;SPC LA S     -   519,682.77  3,708,424.67   sFT  0.99992668   +0 40 29.8
 AT1372;UTM  16      - 3,313,896.747   211,958.675   MT  1.00062378   -1 29 21.3
 AT1372;UTM  15      - 3,313,980.110   791,230.142   MT  1.00064658   +1 30 20.7
 AT1372
 AT1372                          SUPERSEDED SURVEY CONTROL
 AT1372
 AT1372  NAD 83(1986)-  29 55 19.58299(N)    089 59 00.57412(W) AD(       ) 4
 AT1372  NAD 27      -  29 55 18.84629(N)    089 59 00.32377(W) AD(       ) 3
 AT1372
 AT1372.Superseded values are not recommended for survey control.
 AT1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1372.See file dsdata.txt to determine how the superseded data were derived.
 AT1372
 AT1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1195913897(NAD 83)
 AT1372_MARKER: 53 = ELEVATED TANK
 AT1372
 AT1372  HISTORY     - Date     Condition        Report By
 AT1372  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1372  HISTORY     - 1972     GOOD             NGS
 AT1372
 AT1372                          STATION DESCRIPTION
 AT1372
 AT1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1372'THE STATION IS THE BALL ATOP THE TANK.  IT IS A 14 LEGGED SELF
 AT1372'SUPPORTED WATER TANK, GREEN
 AT1372'IN COLOR.  THE OVERALL HEIGHT IS ABOUT 135 FEET.
 AT1372'
 AT1372'LOCATED IN THE SOUTHEAST SECTION OF ALGIERS, SOUTHWEST OF THE
 AT1372'INTERSECTION OF GENERAL
 AT1372'MEYER AVENUE AND CARVER STREET
 AT1372
 AT1372                          STATION RECOVERY (1972)
 AT1372
 AT1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1372'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AT1372'IS ADEQUATE.
 AT1372'
 AT1372'THE POINT INTERSECTED WAS THE BALL AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2662 ***********************************************************************
 AU2662  DESIGNATION -  NEW ORLEANS AMERICAN CAN CO TK
 AU2662  PID         -  AU2662
 AU2662  STATE/COUNTY-  LA/ORLEANS
 AU2662  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2662
 AU2662                         *CURRENT SURVEY CONTROL
 AU2662  ___________________________________________________________________
 AU2662* NAD 83(1992)-  29 58 35.57349(N)    090 05 33.87505(W)     ADJUSTED  
 AU2662* NAVD 88     -                                                        
 AU2662  **This station is located in a subsidence area (see below).
 AU2662  ___________________________________________________________________
 AU2662  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AU2662  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU2662
 AU2662  HORZ ORDER  -  THIRD
 AU2662
 AU2662.The horizontal coordinates were established by classical geodetic methods
 AU2662.and adjusted by the National Geodetic Survey in January 1993..
 AU2662
 AU2662 ** The orthometric height has not been validated since last determined
 AU2662 ** by differential leveling and should not be used for control purposes.
 AU2662 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2662 ** area with valid NAVD 88 orthometric heights.
 AU2662 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2662 ** epoch indicated which incorporates improved geoid heights for the
 AU2662 ** Southern Louisiana Subsidence area.
 AU2662 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2662
 AU2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2662
 AU2662.The geoid height was determined by GEOID03.
 AU2662
 AU2662;                    North         East     Units Scale Factor Converg.
 AU2662;SPC LA S     -   164,314.982 1,119,716.856   MT  0.99992583   +0 37 13.1
 AU2662;SPC LA S     -   539,090.07  3,673,604.39   sFT  0.99992583   +0 37 13.1
 AU2662;UTM  15      - 3,319,744.655   780,524.818   MT  1.00057103   +1 27 12.8
 AU2662
 AU2662                          SUPERSEDED SURVEY CONTROL
 AU2662
 AU2662  NAD 83(1986)-  29 58 35.58840(N)    090 05 33.87388(W) AD(       ) 4
 AU2662  NAD 27      -  29 58 34.85727(N)    090 05 33.61661(W) AD(       ) 3
 AU2662
 AU2662.Superseded values are not recommended for survey control.
 AU2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2662.See file dsdata.txt to determine how the superseded data were derived.
 AU2662
 AU2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8052519745(NAD 83)
 AU2662_MARKER: 51 = TANK
 AU2662
 AU2662  HISTORY     - Date     Condition        Report By
 AU2662  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2662  HISTORY     - 19961226 GOOD             USPSQD
 AU2662
 AU2662                          STATION DESCRIPTION
 AU2662
 AU2662'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2682 ***********************************************************************
 AU2682  DESIGNATION -  NEW ORLEANS AMERICAN BANK FLAG
 AU2682  PID         -  AU2682
 AU2682  STATE/COUNTY-  LA/ORLEANS
 AU2682  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2682
 AU2682                         *CURRENT SURVEY CONTROL
 AU2682  ___________________________________________________________________
 AU2682* NAD 83(1992)-  29 57 08.58477(N)    090 04 15.24642(W)     ADJUSTED  
 AU2682* NAVD 88     -                                                        
 AU2682  **This station is located in a subsidence area (see below).
 AU2682  ___________________________________________________________________
 AU2682  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AU2682  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU2682
 AU2682  HORZ ORDER  -  THIRD
 AU2682
 AU2682.The horizontal coordinates were established by classical geodetic methods
 AU2682.and adjusted by the National Geodetic Survey in January 1993..
 AU2682
 AU2682 ** The orthometric height has not been validated since last determined
 AU2682 ** by differential leveling and should not be used for control purposes.
 AU2682 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2682 ** area with valid NAVD 88 orthometric heights.
 AU2682 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2682 ** epoch indicated which incorporates improved geoid heights for the
 AU2682 ** Southern Louisiana Subsidence area.
 AU2682 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2682
 AU2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2682
 AU2682.The geoid height was determined by GEOID03.
 AU2682
 AU2682;                    North         East     Units Scale Factor Converg.
 AU2682;SPC LA S     -   161,659.790 1,121,853.961   MT  0.99992610   +0 37 52.4
 AU2682;SPC LA S     -   530,378.83  3,680,615.87   sFT  0.99992610   +0 37 52.4
 AU2682;UTM  15      - 3,317,119.090   782,701.705   MT  1.00058616   +1 27 48.3
 AU2682;UTM  16      - 3,317,477.377   203,605.669   MT  1.00068402   -1 32 03.7
 AU2682
 AU2682                          SUPERSEDED SURVEY CONTROL
 AU2682
 AU2682  NAD 83(1986)-  29 57 08.59977(N)    090 04 15.24620(W) AD(       ) 4
 AU2682  NAD 27      -  29 57 07.85484(N)    090 04 14.99819(W) AD(       ) 3
 AU2682
 AU2682.Superseded values are not recommended for survey control.
 AU2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2682.See file dsdata.txt to determine how the superseded data were derived.
 AU2682
 AU2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8270217119(NAD 83)
 AU2682_MARKER: 62 = FLAGPOLE
 AU2682
 AU2682  HISTORY     - Date     Condition        Report By
 AU2682  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2682  HISTORY     - 19961226 GOOD             USPSQD
 AU2682  HISTORY     - 20030507 MARK NOT FOUND   USPSQD
 AU2682
 AU2682                          STATION DESCRIPTION
 AU2682
 AU2682'DESCRIBED BY US POWER SQUADRON 1996
 AU2682'RECOVERED IN GOOD CONDITION.
 AU2682
 AU2682                          STATION RECOVERY (2003)
 AU2682
 AU2682'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AU2682'NOT FOUND.  NOTE-- THE AMERICAN BANK BUILDING IS AT 200 CARONDELET
 AU2682'STREET, WAS ERECTED IN 1929 AND IS ON THE NATIONAL REGISTRY OF
 AU2682'HISTORIC PLACES.  IT IS AT THE INTERSECTION OF CARONDELET STREET AND
 AU2682'COMMON STREET.  NO FLAG WAS OBSERVED ATOP THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2730 ***********************************************************************
 AU2730  DESIGNATION -  NEW ORLEANS BELL TEL MICROWAVE
 AU2730  PID         -  AU2730
 AU2730  STATE/COUNTY-  LA/ORLEANS
 AU2730  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2730
 AU2730                         *CURRENT SURVEY CONTROL
 AU2730  ___________________________________________________________________
 AU2730* NAD 83(1992)-  29 57 14.85015(N)    090 05 53.63666(W)     ADJUSTED  
 AU2730* NAVD 88     -                                                        
 AU2730  **This station is located in a subsidence area (see below).
 AU2730  ___________________________________________________________________
 AU2730  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AU2730  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AU2730
 AU2730  HORZ ORDER  -  THIRD
 AU2730
 AU2730.The horizontal coordinates were established by classical geodetic methods
 AU2730.and adjusted by the National Geodetic Survey in January 1993..
 AU2730
 AU2730 ** The orthometric height has not been validated since last determined
 AU2730 ** by differential leveling and should not be used for control purposes.
 AU2730 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2730 ** area with valid NAVD 88 orthometric heights.
 AU2730 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2730 ** epoch indicated which incorporates improved geoid heights for the
 AU2730 ** Southern Louisiana Subsidence area.
 AU2730 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2730
 AU2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2730
 AU2730.The geoid height was determined by GEOID03.
 AU2730
 AU2730;                    North         East     Units Scale Factor Converg.
 AU2730;SPC LA S     -   161,823.940 1,119,213.945   MT  0.99992608   +0 37 03.2
 AU2730;SPC LA S     -   530,917.38  3,671,954.42   sFT  0.99992608   +0 37 03.2
 AU2730;UTM  15      - 3,317,244.960   780,057.864   MT  1.00056780   +1 26 59.3
 AU2730
 AU2730                          SUPERSEDED SURVEY CONTROL
 AU2730
 AU2730  NAD 83(1986)-  29 57 14.86476(N)    090 05 53.63607(W) AD(       ) 4
 AU2730  NAD 27      -  29 57 14.13077(N)    090 05 53.37589(W) AD(       ) 3
 AU2730
 AU2730.Superseded values are not recommended for survey control.
 AU2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2730.See file dsdata.txt to determine how the superseded data were derived.
 AU2730
 AU2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8005817245(NAD 83)
 AU2730_MARKER: 45 = MICROWAVE TOWER
 AU2730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2730+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2730
 AU2730  HISTORY     - Date     Condition        Report By
 AU2730  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2730  HISTORY     - 20030506 GOOD             USPSQD
 AU2730
 AU2730                          STATION DESCRIPTION
 AU2730
 AU2730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2730'THE NEW ORLEANS, SOUTH CENTRAL BELL TELEPHONE COMPANY MICROWAVE
 AU2730'WDE 72 TOWER IS OWNED AND OPERATED BY THE SOUTH CENTRAL BELL
 AU2730'TELEPHONE COMPANY.  IT IS LOCATED EAST OF THE INTERSECTION OF SOUTH
 AU2730'WHITE AND ERATO IN THE BROADMOOR SECTION OF NEW ORLEANS.
 AU2730'
 AU2730'IT IS A 4-LEGGED, SELF-SUPPORTED, STRUCTURAL STEEL TOWER, PAINTED
 AU2730'ALTERNATE RED AND WHITE, WITH 4 LARGE VOICE MIRRORS ON THE TOP.  IT
 AU2730'HAS AN OVERALL HEIGHT OF 339 FEET.
 AU2730'
 AU2730'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2730
 AU2730                          STATION RECOVERY (2003)
 AU2730
 AU2730'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2660 ***********************************************************************
 AU2660  DESIGNATION -  NEW ORLEANS CANAL ST METH CH
 AU2660  PID         -  AU2660
 AU2660  STATE/COUNTY-  LA/ORLEANS
 AU2660  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2660
 AU2660                         *CURRENT SURVEY CONTROL
 AU2660  ___________________________________________________________________
 AU2660* NAD 83(1992)-  29 58 14.48061(N)    090 05 39.65829(W)     ADJUSTED  
 AU2660* NAVD 88     -                                                        
 AU2660  **This station is located in a subsidence area (see below).
 AU2660  ___________________________________________________________________
 AU2660  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AU2660  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU2660
 AU2660  HORZ ORDER  -  THIRD
 AU2660
 AU2660.The horizontal coordinates were established by classical geodetic methods
 AU2660.and adjusted by the National Geodetic Survey in January 1993..
 AU2660
 AU2660 ** The orthometric height has not been validated since last determined
 AU2660 ** by differential leveling and should not be used for control purposes.
 AU2660 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2660 ** area with valid NAVD 88 orthometric heights.
 AU2660 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2660 ** epoch indicated which incorporates improved geoid heights for the
 AU2660 ** Southern Louisiana Subsidence area.
 AU2660 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2660
 AU2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2660
 AU2660.The geoid height was determined by GEOID03.
 AU2660
 AU2660;                    North         East     Units Scale Factor Converg.
 AU2660;SPC LA S     -   163,663.894 1,119,568.861   MT  0.99992588   +0 37 10.2
 AU2660;SPC LA S     -   536,953.96  3,673,118.84   sFT  0.99992588   +0 37 10.2
 AU2660;UTM  15      - 3,319,091.063   780,386.216   MT  1.00057007   +1 27 09.0
 AU2660
 AU2660                          SUPERSEDED SURVEY CONTROL
 AU2660
 AU2660  NAD 83(1986)-  29 58 14.49682(N)    090 05 39.65642(W) AD(       ) 4
 AU2660  NAD 27      -  29 58 13.74733(N)    090 05 39.40949(W) AD(       ) 3
 AU2660
 AU2660.Superseded values are not recommended for survey control.
 AU2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2660.See file dsdata.txt to determine how the superseded data were derived.
 AU2660
 AU2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8038619091(NAD 83)
 AU2660_MARKER: 90 = CHURCH SPIRE
 AU2660
 AU2660  HISTORY     - Date     Condition        Report By
 AU2660  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2660
 AU2660                          STATION DESCRIPTION
 AU2660
 AU2660'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3327 ***********************************************************************
 AU3327  DESIGNATION -  NEW ORLEANS CBL 0
 AU3327  PID         -  AU3327
 AU3327  STATE/COUNTY-  LA/ORLEANS
 AU3327  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3327
 AU3327                         *CURRENT SURVEY CONTROL
 AU3327  ___________________________________________________________________
 AU3327* NAD 83(1992)-  29 56 19.44685(N)    090 08 04.31617(W)     ADJUSTED  
 AU3327* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU3327  **This station is located in a subsidence area (see below).
 AU3327  ___________________________________________________________________
 AU3327  X           -     -12,988.427 (meters)                     COMP
 AU3327  Y           -  -5,531,614.745 (meters)                     COMP
 AU3327  Z           -   3,164,479.433 (meters)                     COMP
 AU3327  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU3327  ELLIP HEIGHT-         -22.11  (meters)          (01/21/03) GPS OBS
 AU3327  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AU3327  DYNAMIC HT  -           4.0   (meters)      13.    (feet)  COMP
 AU3327  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 AU3327
 AU3327  HORZ ORDER  -  FIRST
 AU3327  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3327  ELLP ORDER  -  FOURTH    CLASS II
 AU3327
 AU3327.The horizontal coordinates were established by GPS observations
 AU3327.and adjusted by the National Geodetic Survey in January 1993..
 AU3327
 AU3327 ** The orthometric height has not been validated since last determined
 AU3327 ** by differential leveling and should not be used for control purposes.
 AU3327 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3327 ** area with valid NAVD 88 orthometric heights.
 AU3327 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3327 ** epoch indicated which incorporates improved geoid heights for the
 AU3327 ** Southern Louisiana Subsidence area.
 AU3327 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3327.The orthometric height was scaled from a topographic map.
 AU3327.The vertical order pertains to the NGVD 29 superseded value.
 AU3327
 AU3327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3327
 AU3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3327
 AU3327.The ellipsoidal height was determined by GPS observations
 AU3327.and is referenced to NAD 83.
 AU3327
 AU3327.The geoid height was determined by GEOID03.
 AU3327
 AU3327.The dynamic height is computed by dividing the NAVD 88
 AU3327.geopotential number by the normal gravity value computed on the
 AU3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3327.degrees latitude (g = 980.6199 gals.).
 AU3327
 AU3327.The modeled gravity was interpolated from observed gravity values.
 AU3327
 AU3327;                    North         East     Units Scale Factor Converg.
 AU3327;SPC LA S     -   160,080.965 1,115,728.199   MT  0.99992633   +0 35 57.9
 AU3327;SPC LA S     -   525,198.97  3,660,518.27   sFT  0.99992633   +0 35 57.9
 AU3327;UTM  15      - 3,315,450.430   776,595.613   MT  1.00054402   +1 25 51.6
 AU3327
 AU3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3327!SPC LA S     -   1.00000347  x   0.99992633  =   0.99992980
 AU3327!UTM  15      -   1.00000347  x   1.00054402  =   1.00054749
 AU3327
 AU3327:                Primary Azimuth Mark                     Grid Az
 AU3327:SPC LA S     -  NEW ORLEANS CBL 1400                     352 45 54.6
 AU3327:UTM  15      -  NEW ORLEANS CBL 1400                     351 56 00.9
 AU3327
 AU3327|---------------------------------------------------------------------|
 AU3327| PID    Reference Object                     Distance      Geod. Az  |
 AU3327|                                                           dddmmss.s |
 AU3327| AU3326 NEW ORLEANS CBL 1400                APPROX. 1.4 KM 3532152.5 |
 AU3327|---------------------------------------------------------------------|
 AU3327
 AU3327                          SUPERSEDED SURVEY CONTROL
 AU3327
 AU3327  ELLIP H (01/21/93)  -22.09   (m)                       GP(       ) 4 2
 AU3327  NAD 83(1986)-  29 56 19.46317(N)    090 08 04.31492(W) AD(       ) 1
 AU3327  NGVD 29 (05/21/91)    4.116  (m)           13.50   (f) ADJUSTED    1 2
 AU3327
 AU3327.Superseded values are not recommended for survey control.
 AU3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3327.See file dsdata.txt to determine how the superseded data were derived.
 AU3327
 AU3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7659615450(NAD 83)
 AU3327_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3327_SP_SET: CONCRETE POST
 AU3327_STAMPING: 0 M
 AU3327_MARK LOGO: NGS   
 AU3327_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3327+STABILITY: SURFACE MOTION
 AU3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3327+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1991
 AU3327
 AU3327  HISTORY     - Date     Condition        Report By
 AU3327  HISTORY     - 1975     MONUMENTED       NGS
 AU3327  HISTORY     - 19890125 GOOD
 AU3327  HISTORY     - 19901115 GOOD             NGS
 AU3327  HISTORY     - 19910122 GOOD             NGS
 AU3327  HISTORY     - 19910122 GOOD             NGS
 AU3327  HISTORY     - 19941108 MARK NOT FOUND   NGS
 AU3327
 AU3327                          STATION DESCRIPTION
 AU3327
 AU3327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AU3327'THE STATION IS LOCATED IN NEW ORLEANS ON THE EAST BANK OF THE
 AU3327'MISSISSIPPI RIVER LEVEE ABOUT 1 KM (0.60 MI) NORTHWEST OF AUDUBON
 AU3327'PARK.  OWNERSHIP--ORLEANS PARISH LEVEE BOARD
 AU3327'TO REACH THE STATION FROM THE JUNCTION OF SOUTH CARROLLTON AVE, ST
 AU3327'CHARLES AVE AND LEAKE AVE (RIVER ROAD) IN NEW ORLEANS GO SOUTH ON
 AU3327'LEAKE AVE (RIVER ROAD) FOR 0.5 KM (0.30 MI) TO THE ENTRANCE TO THE U S
 AU3327'ARMY CORPS OF ENGINEERS OFFICE BUILDING ON THE RIGHT.  TURN RIGHT AND
 AU3327'GO THROUGH THE THE GUARD GATE TO THE STATION ON THE RIGHT IN THE
 AU3327'PARKING AREA ABOUT 4-INCHES BELOW THE SURFACE OF THE ASPHALT PARKING
 AU3327'AREA, 44.2 M (145.0 FT) SOUTH FROM A CHAIN LINK FENCE, 26.6 M
 AU3327'(87.3 FT) NORTH FROM THE CENTER OF THE MEDIAN AT THE GUARD BOOTH, 19.5
 AU3327'M (64.0 FT) EAST FROM A CHAIN LINK FENCE, 14.6 M (47.9 FT) SOUTHWEST
 AU3327'FROM A LARGE METAL UTILITY BOX AND 6.6 M (21.7 FT) WEST FROM A CHAIN
 AU3327'LINK FENCE.
 AU3327
 AU3327                          STATION RECOVERY (1989)
 AU3327
 AU3327'RECOVERED 1989
 AU3327'RECOVERED IN GOOD CONDITION.
 AU3327
 AU3327                          STATION RECOVERY (1990)
 AU3327
 AU3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3327'IN NEW ORLEANS, AT THE INTERSECTION OF LEAKE AVENUE AND BURDETTE
 AU3327'STREET, IN THE NORTH PARKING AREA OF THE ARMY CORPS OF ENGINEERS
 AU3327'COMPOUND, 35.5 M (116.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AU3327'AVENUE, 26.9 M (88.3 FT) NORTH OF THE NORTHWEST CORNER OF A GUARD
 AU3327'SHACK, 17.8 M (58.4 FT) NORTHWEST OF THE EXTENDED CENTER OF THE
 AU3327'STREET, 6.6 M (21.7 FT) SOUTHWEST OF A CHAIN-LINK FENCE, 0.9 M (3.0
 AU3327'FT) ABOVE THE LEVEL OF THE AVENUE, AND THE MONUMENT IS 0.1 M (0.3 FT)
 AU3327'BELOW THE LEVEL OF THE PARKING LOT.  NEW ORLEANS CBL 0 POINT.
 AU3327
 AU3327                          STATION RECOVERY (1991)
 AU3327
 AU3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AU3327'MARK IS A COMPONENT OF THE NEW ORLEANS CALIBRATION BASE LINE, LOCATED
 AU3327'ON THE SOUTHWEST EDGE OF NEW ORLEANS ACROSS THE MISSISSIPPI RIVER
 AU3327'FROM WESTWEGO, NORTH OF THE U.S. ARMY CORPS OF ENGINEERS DISTRICT
 AU3327'HEADQUARTERS, ON THE EAST SIDE OF THE RIVER LEVEE IN SECTION 15 T 13
 AU3327'S R 11 E (NEW ORLEANS WEST 7.5 MIN QUAD).  OWNERSHIP--U.S. CORPS OF
 AU3327'ENGINEERS.
 AU3327'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND CARROLLTON
 AU3327'AVENUE, ON THE WEST SIDE OF NEW ORLEANS, GO SOUTHERLY ON CARROLLTON
 AU3327'AVENUE FOR 3.7 KM (2.30 MI) TO A T-JUNCTION AT LEAKE AVENUE.  TURN
 AU3327'LEFT AND GO SOUTH FOR 0.55 KM (0.34 MI) TO THE MARK ON THE RIGHT, IN
 AU3327'THE NORTHERNMOST PARKING AREA FOR THE U.S. ARMY CORPS OF ENGINEERS
 AU3327'OFFICE.
 AU3327'MARK IS A 7.5 CM (3 IN) DIAMETER PLAIN BRASS DISK SET IN THE TOP OF A
 AU3327'20 CM (8 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW
 AU3327'GROUND SURFACE.  IT IS 6.5 M (21.33 FT) WEST OF A CHAIN LINK FENCE,
 AU3327'6.6 M (21.65 FT) WEST OF A CARSONITE WITNESS POST, AND 17.4 M
 AU3327'(57.09 FT) NORTHEAST OF A FENCE GATE POST.
 AU3327'THIS BASE LINE IS NOW UNUSABLE DUE TO A CHAIN LINK FENCE BUILT ON LINE
 AU3327'BETWEEN THE 0 AND 150-METER POINTS.  FOR MORE INFORMATION CONTACT MR.
 AU3327'MARK HUBER, DEPARTMENT OF THE ARMY, U.S. ARMY ENGINEER DISTRICT, NEW
 AU3327'ORLEANS, CORPS OF ENGINEERS, P.O. BOX 60267, NEW ORLEANS, LA
 AU3327'70160-0267.  ATTN - SURVEYS SECTION ED-LMNED-SS.  OR CONTACT MR.
 AU3327'ROBERT ZURFLUH, LADOTD, LOCATION AND SURVEY DIVISION, P.O. BOX 94245,
 AU3327'1201 CAPITOL ACCESS ROAD, BATON ROUGE, LA 70804. TELEPHONE
 AU3327'504-379-1134.
 AU3327
 AU3327                          STATION RECOVERY (1991)
 AU3327
 AU3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LPB)
 AU3327'MARK IS A COMPONENT OF THE NEW ORLEANS CALIBRATION BASE LINE, LOCATED
 AU3327'ON THE SOUTHWEST EDGE OF NEW ORLEANS ACROSS THE MISSISSIPPI RIVER FROM
 AU3327'WESTWEGO, NORTH OF THE U.S. ARMY CORPS OF ENGINEERS DISTRICT
 AU3327'HEADQUARTERS, ON THE EAST SIDE OF THE RIVER LEVEE IN SECTION 15 T 13 S
 AU3327'R 11 E (NEW ORLEANS WEST 7.5 MIN QUAD).  OWNERSHIP--U.S. CORPS OF
 AU3327'ENGINEERS. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3327'CARROLLTON AVENUE, ON THE WEST SIDE OF NEW ORLEANS, GO SOUTHERLY ON
 AU3327'CARROLLTON AVENUE FOR 3.7 KM (2.30 MI) TO A T-JUNCTION AT LEAKE
 AU3327'AVENUE.  TURN LEFT AND GO SOUTH FOR 0.55 KM (0.34 MI) TO THE MARK ON
 AU3327'THE RIGHT, IN THE NORTHERNMOST PARKING AREA FOR THE U.S. ARMY CORPS OF
 AU3327'ENGINEERS OFFICE. MARK IS A 7.5 CM (3 IN) DIAMETER PLAIN BRASS DISK
 AU3327'SET IN THE TOP OF A 20 CM (8 IN) DIAMETER CONCRETE POST RECESSED 10 CM
 AU3327'(4 IN) BELOW GROUND SURFACE.  IT IS 6.5 M (21.33 FT) WEST OF A CHAIN
 AU3327'LINK FENCE, 6.6 M (21.65 FT) WEST OF A CARSONITE WITNESS POST, AND
 AU3327'17.4 M (57.09 FT) NORTHEAST OF A FENCE GATE POST. THIS BASE LINE IS
 AU3327'NOW UNUSABLE DUE TO A CHAIN LINK FENCE BUILT ON LINE BETWEEN THE 0 AND
 AU3327'150-METER POINTS.  FOR MORE INFORMATION CONTACT MR. MARK HUBER,
 AU3327'DEPARTMENT OF THE ARMY, U.S. ARMY ENGINEER DISTRICT, NEW ORLEANS,
 AU3327'CORPS OF ENGINEERS, P.O. BOX 60267, NEW ORLEANS, LA 70160-0267.  ATTN
 AU3327'- SURVEYS SECTION ED-LMNED-SS.  OR CONTACT MR. ROBERT ZURFLUH, LADOTD,
 AU3327'LOCATION AND SURVEY DIVISION, P.O. BOX 94245, 1201 CAPITOL ACCESS
 AU3327'ROAD, BATON ROUGE, LA 70804.
 AU3327
 AU3327                          STATION RECOVERY (1994)
 AU3327
 AU3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3327'A NEW LAYER OF ASPHALT IS IN THE DESCRIBED LOCATION.  ASSUMED
 AU3327'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3326 ***********************************************************************
 AU3326  DESIGNATION -  NEW ORLEANS CBL 1400
 AU3326  PID         -  AU3326
 AU3326  STATE/COUNTY-  LA/ORLEANS
 AU3326  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3326
 AU3326                         *CURRENT SURVEY CONTROL
 AU3326  ___________________________________________________________________
 AU3326* NAD 83(1992)-  29 57 05.09403(N)    090 08 10.41396(W)     ADJUSTED  
 AU3326* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3326  **This station is located in a subsidence area (see below).
 AU3326  ___________________________________________________________________
 AU3326  X           -     -13,150.285 (meters)                     COMP
 AU3326  Y           -  -5,530,910.950 (meters)                     COMP
 AU3326  Z           -   3,165,696.330 (meters)                     COMP
 AU3326  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU3326  ELLIP HEIGHT-         -24.18  (meters)          (01/21/03) GPS OBS
 AU3326  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU3326  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 AU3326  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 AU3326
 AU3326  HORZ ORDER  -  FIRST
 AU3326  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3326  ELLP ORDER  -  FOURTH    CLASS II
 AU3326
 AU3326.The horizontal coordinates were established by GPS observations
 AU3326.and adjusted by the National Geodetic Survey in January 1993..
 AU3326
 AU3326 ** The orthometric height has not been validated since last determined
 AU3326 ** by differential leveling and should not be used for control purposes.
 AU3326 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3326 ** area with valid NAVD 88 orthometric heights.
 AU3326 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3326 ** epoch indicated which incorporates improved geoid heights for the
 AU3326 ** Southern Louisiana Subsidence area.
 AU3326 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3326.The orthometric height was scaled from a topographic map.
 AU3326.The vertical order pertains to the first NAVD 88 superseded value.
 AU3326
 AU3326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3326
 AU3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3326
 AU3326.The ellipsoidal height was determined by GPS observations
 AU3326.and is referenced to NAD 83.
 AU3326
 AU3326.The geoid height was determined by GEOID03.
 AU3326
 AU3326.The dynamic height is computed by dividing the NAVD 88
 AU3326.geopotential number by the normal gravity value computed on the
 AU3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3326.degrees latitude (g = 980.6199 gals.).
 AU3326
 AU3326.The modeled gravity was interpolated from observed gravity values.
 AU3326
 AU3326;                    North         East     Units Scale Factor Converg.
 AU3326;SPC LA S     -   161,484.648 1,115,550.006   MT  0.99992611   +0 35 54.8
 AU3326;SPC LA S     -   529,804.22  3,659,933.64   sFT  0.99992611   +0 35 54.8
 AU3326;UTM  15      - 3,316,852.242   776,396.937   MT  1.00054266   +1 25 50.5
 AU3326
 AU3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3326!SPC LA S     -   1.00000380  x   0.99992611  =   0.99992991
 AU3326!UTM  15      -   1.00000380  x   1.00054266  =   1.00054646
 AU3326
 AU3326:                Primary Azimuth Mark                     Grid Az
 AU3326:SPC LA S     -  NEW ORLEANS CBL 0                        172 45 54.7
 AU3326:UTM  15      -  NEW ORLEANS CBL 0                        171 55 59.0
 AU3326
 AU3326|---------------------------------------------------------------------|
 AU3326| PID    Reference Object                     Distance      Geod. Az  |
 AU3326|                                                           dddmmss.s |
 AU3326| AU3327 NEW ORLEANS CBL 0                   APPROX. 1.4 KM 1732149.5 |
 AU3326|---------------------------------------------------------------------|
 AU3326
 AU3326                          SUPERSEDED SURVEY CONTROL
 AU3326
 AU3326  ELLIP H (01/21/93)  -24.16   (m)                       GP(       ) 4 2
 AU3326  NAD 83(1986)-  29 57 05.11049(N)    090 08 10.41156(W) AD(       ) 1
 AU3326  NAVD 88 (02/14/94)    2.018  (m)            6.62   (f) UNKNOWN     1 2
 AU3326  NGVD 29 (05/21/91)    2.078  (m)            6.82   (f) ADJUSTED    1 2
 AU3326
 AU3326.Superseded values are not recommended for survey control.
 AU3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3326.See file dsdata.txt to determine how the superseded data were derived.
 AU3326
 AU3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7639716852(NAD 83)
 AU3326_MARKER: DD = SURVEY DISK
 AU3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3326_SP_SET: CONCRETE POST
 AU3326_STAMPING: 1400 M
 AU3326_MARK LOGO: NGS   
 AU3326_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3326+STABILITY: SURFACE MOTION
 AU3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3326+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 AU3326
 AU3326  HISTORY     - Date     Condition        Report By
 AU3326  HISTORY     - 1975     MONUMENTED       LADTD
 AU3326  HISTORY     - 19880920 GOOD             LADTD
 AU3326  HISTORY     - 19890125 GOOD
 AU3326  HISTORY     - 19901115 GOOD             NGS
 AU3326  HISTORY     - 19910122 GOOD             NGS
 AU3326  HISTORY     - 19910122 GOOD             NGS
 AU3326  HISTORY     - 19941108 GOOD             NGS
 AU3326
 AU3326                          STATION DESCRIPTION
 AU3326
 AU3326'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3326'THE STATION IS LOCATED IN NEW ORLEANS ON THE EAST BANK OF THE
 AU3326'MISSISSIPPI RIVER LEVEE ABOUT 2.6 KM (1.60 MI) NORTHWEST OF AUDUBON
 AU3326'PARK.  OWNERSHIP--ORLEANS PARISH LEVEE BOARD.
 AU3326'TO REACH THE STATION FROM THE JUNCTION OF SOUTH CARROLLTON AVE, ST.
 AU3326'CHARLES AVE AND LEAKE AVE (RIVER ROAD) IN NEW ORLEANS TO NORTH ON
 AU3326'LEAKE AVE (RIVER ROAD) FOR 0.9 KM (0.55 MI) TO THE MARK ON THE LEFT
 AU3326'AND ACROSS THE RAILROAD TRACKS FROM THE EXTENDED CENTER OF EAGLE ST.
 AU3326'AND SURROUNDED BY THREE 8-INCH IRON PIPES PAINTED YELLOW.
 AU3326'THE STATION IS AN UNSTAMPED BLANK DISK USED FOR THE 1400 METER POINT
 AU3326'FOR THE NEW ORLEANS EDMI CALIBRATION BASELINE AND IS SET FLUSH WITH
 AU3326'THE GROUND 44.8 M (147.0 FT) WEST FROM THE CENTER OF LEAKE AVE, 29.6 M
 AU3326'(97.1 FT) WEST FROM THE WEST RAIL OF THE MAIN RAILROAD TRACKS, 22.3 M
 AU3326'(73.2 FT) SOUTHWEST FROM A METAL POWER POLE WITH SECURITY LIGHT, 20.1
 AU3326'M (65.9 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT AND 5 M (16.4 FT)
 AU3326'SOUTH FROM THE EXTENDED CENTER OF EAGLE ST.
 AU3326
 AU3326                          STATION RECOVERY (1989)
 AU3326
 AU3326'RECOVERED 1989
 AU3326'RECOVERED IN GOOD CONDITION.
 AU3326
 AU3326                          STATION RECOVERY (1990)
 AU3326
 AU3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3326'IN NEW ORLEANS, AT THE INTERSECTION OF LEAKE AVENUE AND EAGLE STREET,
 AU3326'40.3 M (132.2 FT) WEST OF THE WEST CURB OF THE AVENUE, 22.2 M (72.8
 AU3326'FT) SOUTHWEST OF A UTILITY POLE, 21.3 M (69.9 FT) WEST OF THE NEAR
 AU3326'RAIL OF THE SOUTHERN RAILROAD, 4.6 M (15.1 FT) SOUTHEAST OF THE
 AU3326'EXTENDED CENTER OF THE STREET, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AU3326'AVENUE, NEAR THE CENTER OF 3 METAL POSTS, AND THE MONUMENT IS FLUSH
 AU3326'WITH THE GROUND SURFACE.  NEW ORLEANS CBL 1400 POINT.
 AU3326
 AU3326                          STATION RECOVERY (1991)
 AU3326
 AU3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AU3326'MARK IS A COMPONENT OF THE NEW ORLEANS CALIBRATION BASE LINE, LOCATED
 AU3326'ON THE SOUTHWEST EDGE OF NEW ORLEANS ACROSS THE MISSISSIPPI RIVER
 AU3326'FROM WESTWEGO, NORTH OF THE U.S. ARMY CORPS OF ENGINEERS DISTRICT
 AU3326'HEADQUARTERS, ON THE EAST SIDE OF THE RIVER LEVEE IN SECTION 16 T 13
 AU3326'S R 11 E (NEW ORLEANS WEST 7.5 MIN QUAD).  OWNERSHIP--U.S. CORPS OF
 AU3326'ENGINEERS.
 AU3326'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND CARROLLTON
 AU3326'AVENUE, ON THE WEST SIDE OF NEW ORLEANS, GO SOUTHERLY ON CARROLLTON
 AU3326'AVENUE FOR 3.7 KM (2.30 MI) TO A T-JUNCTION AT LEAKE AVENUE.  TURN
 AU3326'RIGHT AND GO NORTH FOR 0.85 KM (0.53 MI) TO THE MARK ON THE LEFT.
 AU3326'MARK IS A 7.5 CM (3 IN) DIAMETER PLAIN BRASS DISK SET IN THE TOP OF A
 AU3326'20 CM (8 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE.  IT IS
 AU3326'21.2 M (69.55 FT) WEST OF THE WEST RAIL, 4.7 M (15.42 FT) SOUTHEAST
 AU3326'OF THE EXTENDED CENTERLINE OF EAGLE STREET, 0.9 M (2.95 FT) NORTHWEST
 AU3326'OF A CARSONITE WITNESS POST, AND BETWEEN THREE YELLOW 9 CM (3.5 IN)
 AU3326'ROUND METAL POSTS PROJECTING ABOUT 0.9 M (2.95 FT) ABOVE THE GROUND.
 AU3326'THIS BASE LINE IS NOW UNUSABLE DUE TO A CHAIN LINK FENCE BUILT ON LINE
 AU3326'BETWEEN THE 0 AND 150-METER POINTS.  FOR MORE INFORMATION CONTACT MR.
 AU3326'MARK HUBER, DEPARTMENT OF THE ARMY, U.S. ARMY ENGINEER DISTRICT, NEW
 AU3326'ORLEANS, CORPS OF ENGINEERS, P.O. BOX 60267, NEW ORLEANS, LA
 AU3326'70160-0267.  ATTN - SURVEYS SECTION ED-LMNED-SS.  OR CONTACT MR.
 AU3326'ROBERT ZURFLUH, LADOTD, LOCATION AND SURVEY DIVISION, P.O. BOX 94245,
 AU3326'1201 CAPITOL ACCESS ROAD, BATON ROUGE, LA 70804. TELEPHONE
 AU3326'504-379-1134.
 AU3326
 AU3326                          STATION RECOVERY (1991)
 AU3326
 AU3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LPB)
 AU3326'MARK IS A COMPONENT OF THE NEW ORLEANS CALIBRATION BASE LINE, LOCATED
 AU3326'ON THE SOUTHWEST EDGE OF NEW ORLEANS ACROSS THE MISSISSIPPI RIVER FROM
 AU3326'WESTWEGO, NORTH OF THE U.S. ARMY CORPS OF ENGINEERS DISTRICT
 AU3326'HEADQUARTERS, ON THE EAST SIDE OF THE RIVER LEVEE IN SECTION 16 T 13 S
 AU3326'R 11 E (NEW ORLEANS WEST 7.5 MIN QUAD).  OWNERSHIP--U.S. CORPS OF
 AU3326'ENGINEERS. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3326'CARROLLTON AVENUE, ON THE WEST SIDE OF NEW ORLEANS, GO SOUTHERLY ON
 AU3326'CARROLLTON AVENUE FOR 3.7 KM (2.30 MI) TO A T-JUNCTION AT LEAKE
 AU3326'AVENUE.  TURN RIGHT AND GO NORTH FOR 0.85 KM (0.53 MI) TO THE MARK ON
 AU3326'THE LEFT. MARK IS A 7.5 CM (3 IN) DIAMETER PLAIN BRASS DISK SET IN THE
 AU3326'TOP OF A 20 CM (8 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND
 AU3326'SURFACE.  IT IS 21.2 M (69.55 FT) WEST OF THE WEST RAIL, 4.7 M (15.42
 AU3326'FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF EAGLE STREET, 0.9 M (2.95
 AU3326'FT) NORTHWEST OF A CARSONITE WITNESS POST, AND BETWEEN THREE YELLOW 9
 AU3326'CM (3.5 IN) ROUND METAL POSTS PROJECTING ABOUT 0.9 M (2.95 FT) ABOVE
 AU3326'THE GROUND. THIS BASE LINE IS NOW UNUSABLE DUE TO A CHAIN LINK FENCE
 AU3326'BUILT ON LINE BETWEEN THE 0 AND 150-METER POINTS.  FOR MORE
 AU3326'INFORMATION CONTACT MR. MARK HUBER, DEPARTMENT OF THE ARMY, U.S. ARMY
 AU3326'ENGINEER DISTRICT, NEW ORLEANS, CORPS OF ENGINEERS, P.O. BOX 60267,
 AU3326'NEW ORLEANS, LA 70160-0267.  ATTN - SURVEYS SECTION ED-LMNED-SS.  OR
 AU3326'CONTACT MR. ROBERT ZURFLUH, LADOTD, LOCATION AND SURVEY DIVISION, P.O.
 AU3326'BOX 94245, 1201 CAPITOL ACCESS ROAD, BATON ROUGE, LA 70804.
 AU3326
 AU3326                          STATION RECOVERY (1994)
 AU3326
 AU3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3326'IN NEW ORLEANS, AT THE INTERSECTION OF LEAKE AVENUE AND EAGLE STREET,
 AU3326'44.0 M (144.4 FT) WEST OF THE AVENUE CENTERLINE, 4.9 M (16.1 FT)
 AU3326'SOUTHEAST OF THE EXTENDED STREET CENTERLINE, 0.2 M (0.7 FT) ABOVE THE
 AU3326'LEVEL OF THE AVENUE, NEAR THE CENTER OF 3 CONCRETE FILLED PIPES THAT
 AU3326'PROJECT 3-FEET ABOVE THE GROUND SURFACE, AND THE MONUMENT IS LEVEL
 AU3326'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2772 ***********************************************************************
 AU2772  DESIGNATION -  NEW ORLEANS COMPRESS CO W TANK
 AU2772  PID         -  AU2772
 AU2772  STATE/COUNTY-  LA/JEFFERSON
 AU2772  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2772
 AU2772                         *CURRENT SURVEY CONTROL
 AU2772  ___________________________________________________________________
 AU2772* NAD 83(1992)-  29 58 14.52366(N)    090 08 59.70254(W)     ADJUSTED  
 AU2772* NAVD 88     -                                                        
 AU2772  **This station is located in a subsidence area (see below).
 AU2772  ___________________________________________________________________
 AU2772  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2772  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU2772
 AU2772  HORZ ORDER  -  THIRD
 AU2772
 AU2772.The horizontal coordinates were established by classical geodetic methods
 AU2772.and adjusted by the National Geodetic Survey in January 1993..
 AU2772
 AU2772 ** The orthometric height has not been validated since last determined
 AU2772 ** by differential leveling and should not be used for control purposes.
 AU2772 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2772 ** area with valid NAVD 88 orthometric heights.
 AU2772 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2772 ** epoch indicated which incorporates improved geoid heights for the
 AU2772 ** Southern Louisiana Subsidence area.
 AU2772 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2772
 AU2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2772
 AU2772.The geoid height was determined by GEOID03.
 AU2772
 AU2772;                    North         East     Units Scale Factor Converg.
 AU2772;SPC LA S     -   163,608.537 1,114,206.435   MT  0.99992588   +0 35 30.2
 AU2772;SPC LA S     -   536,772.34  3,655,525.61   sFT  0.99992588   +0 35 30.2
 AU2772;UTM  15      - 3,318,957.672   775,021.806   MT  1.00053330   +1 25 28.8
 AU2772
 AU2772                          SUPERSEDED SURVEY CONTROL
 AU2772
 AU2772  NAD 83(1986)-  29 58 14.53900(N)    090 08 59.70156(W) AD(       ) 4
 AU2772  NAD 27      -  29 58 13.80743(N)    090 08 59.43376(W) AD(       ) 3
 AU2772
 AU2772.Superseded values are not recommended for survey control.
 AU2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2772.See file dsdata.txt to determine how the superseded data were derived.
 AU2772
 AU2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7502218958(NAD 83)
 AU2772_MARKER: 53 = ELEVATED TANK
 AU2772
 AU2772  HISTORY     - Date     Condition        Report By
 AU2772  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2772  HISTORY     - 1952     GOOD             CGS
 AU2772  HISTORY     - 1961     GOOD             CGS
 AU2772  HISTORY     - 19950120 MARK NOT FOUND   USPSQD
 AU2772  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 AU2772
 AU2772                          STATION DESCRIPTION
 AU2772
 AU2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2772'STATION WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS DESCRIPTION
 AU2772'(WAS AVAILABLE AT TIME OF RECOVERY).
 AU2772'
 AU2772'STATION IS LOCATED IN THE METAIRIE SECTION OF NEW ORLEANS,
 AU2772'ALONG THE AIRLINE HIGHWAY, JUST S OF THE INTERSECTION OF
 AU2772'AIRLINE HIGHWAY AND LABARRE ROAD, AND AT THE GULF ATLANTIC
 AU2772'WAREHOUSE CO. (FORMERLY NEW ORLEANS COMPRESS CO.).
 AU2772'
 AU2772'THE STATION IS THE W ONE OF TWO SILVER WATER TANKS OF THE
 AU2772'GULF ATLANTIC WAREHOUSE CO., ABOUT 120 FT. HIGH.
 AU2772
 AU2772                          STATION RECOVERY (1961)
 AU2772
 AU2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 AU2772'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION
 AU2772'BY A.L.P. IN 1952 IS COMPLETE AND ADEQUATE.
 AU2772
 AU2772                          STATION RECOVERY (1995)
 AU2772
 AU2772'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2772'MARK NOT FOUND.
 AU2772
 AU2772                          STATION RECOVERY (2003)
 AU2772
 AU2772'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2774 ***********************************************************************
 AU2774  DESIGNATION -  NEW ORLEANS COMPRESS CO E TANK
 AU2774  PID         -  AU2774
 AU2774  STATE/COUNTY-  LA/JEFFERSON
 AU2774  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2774
 AU2774                         *CURRENT SURVEY CONTROL
 AU2774  ___________________________________________________________________
 AU2774* NAD 83(1992)-  29 58 12.56543(N)    090 08 48.04819(W)     ADJUSTED  
 AU2774* NAVD 88     -                                                        
 AU2774  **This station is located in a subsidence area (see below).
 AU2774  ___________________________________________________________________
 AU2774  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2774  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU2774
 AU2774  HORZ ORDER  -  THIRD
 AU2774
 AU2774.The horizontal coordinates were established by classical geodetic methods
 AU2774.and adjusted by the National Geodetic Survey in January 1993..
 AU2774
 AU2774 ** The orthometric height has not been validated since last determined
 AU2774 ** by differential leveling and should not be used for control purposes.
 AU2774 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2774 ** area with valid NAVD 88 orthometric heights.
 AU2774 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2774 ** epoch indicated which incorporates improved geoid heights for the
 AU2774 ** Southern Louisiana Subsidence area.
 AU2774 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2774
 AU2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2774
 AU2774.The geoid height was determined by GEOID03.
 AU2774
 AU2774;                    North         East     Units Scale Factor Converg.
 AU2774;SPC LA S     -   163,551.477 1,114,519.468   MT  0.99992589   +0 35 36.0
 AU2774;SPC LA S     -   536,585.14  3,656,552.62   sFT  0.99992589   +0 35 36.0
 AU2774;UTM  15      - 3,318,905.137   775,335.827   MT  1.00053543   +1 25 34.6
 AU2774
 AU2774                          SUPERSEDED SURVEY CONTROL
 AU2774
 AU2774  NAD 83(1986)-  29 58 12.58062(N)    090 08 48.04722(W) AD(       ) 4
 AU2774  NAD 27      -  29 58 11.84735(N)    090 08 47.77999(W) AD(       ) 3
 AU2774
 AU2774.Superseded values are not recommended for survey control.
 AU2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2774.See file dsdata.txt to determine how the superseded data were derived.
 AU2774
 AU2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7533618905(NAD 83)
 AU2774_MARKER: 53 = ELEVATED TANK
 AU2774
 AU2774  HISTORY     - Date     Condition        Report By
 AU2774  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2774  HISTORY     - 1952     GOOD             CGS
 AU2774  HISTORY     - 19950120 MARK NOT FOUND   USPSQD
 AU2774  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 AU2774
 AU2774                          STATION DESCRIPTION
 AU2774
 AU2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2774'STATION WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS DESCRIPTION
 AU2774'(WAS AVAILABLE AT TIME OF RECOVERY).
 AU2774'
 AU2774'STATION IS LOCATED IN THE METAIRIE SECTION OF NEW ORLEANS,
 AU2774'ALONG THE AIRLINE HIGHWAY, JUST S OF THE INTERSECTION OF
 AU2774'AIRLINE HIGHWAY AND LABARRE ROAD, AND AT THE GULF ATLANTIC
 AU2774'WAREHOUSE CO. (FORMERLY NEW ORLEANS COMPRESS CO.).
 AU2774'
 AU2774'THE STATION IS THE E ONE OF TWO SILVER WATER TANKS OF THE
 AU2774'GULF ATLANTIC WAREHOUSE CO., ABOUT 120 FT. HIGH.
 AU2774
 AU2774                          STATION RECOVERY (1995)
 AU2774
 AU2774'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2774'MARK NOT FOUND.
 AU2774
 AU2774                          STATION RECOVERY (2003)
 AU2774
 AU2774'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2654 ***********************************************************************
 AU2654  DESIGNATION -  NEW ORLEANS COUNTRY CLUB TANK
 AU2654  PID         -  AU2654
 AU2654  STATE/COUNTY-  LA/ORLEANS
 AU2654  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2654
 AU2654                         *CURRENT SURVEY CONTROL
 AU2654  ___________________________________________________________________
 AU2654* NAD 83(1992)-  29 58 38.75031(N)    090 06 53.22939(W)     ADJUSTED  
 AU2654* NAVD 88     -                                                        
 AU2654  **This station is located in a subsidence area (see below).
 AU2654  ___________________________________________________________________
 AU2654  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2654  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU2654
 AU2654  HORZ ORDER  -  THIRD
 AU2654
 AU2654.The horizontal coordinates were established by classical geodetic methods
 AU2654.and adjusted by the National Geodetic Survey in January 1993..
 AU2654
 AU2654 ** The orthometric height has not been validated since last determined
 AU2654 ** by differential leveling and should not be used for control purposes.
 AU2654 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2654 ** area with valid NAVD 88 orthometric heights.
 AU2654 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2654 ** epoch indicated which incorporates improved geoid heights for the
 AU2654 ** Southern Louisiana Subsidence area.
 AU2654 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2654
 AU2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2654
 AU2654.The geoid height was determined by GEOID03.
 AU2654
 AU2654;                    North         East     Units Scale Factor Converg.
 AU2654;SPC LA S     -   164,389.965 1,117,588.762   MT  0.99992583   +0 36 33.4
 AU2654;SPC LA S     -   539,336.08  3,666,622.46   sFT  0.99992583   +0 36 33.4
 AU2654;UTM  15      - 3,319,788.711   778,394.500   MT  1.00055633   +1 26 33.2
 AU2654
 AU2654                          SUPERSEDED SURVEY CONTROL
 AU2654
 AU2654  NAD 83(1986)-  29 58 38.76556(N)    090 06 53.22833(W) AD(       ) 4
 AU2654  NAD 27      -  29 58 38.03045(N)    090 06 52.96276(W) AD(       ) 3
 AU2654
 AU2654.Superseded values are not recommended for survey control.
 AU2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2654.See file dsdata.txt to determine how the superseded data were derived.
 AU2654
 AU2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7839419789(NAD 83)
 AU2654_MARKER: 53 = ELEVATED TANK
 AU2654
 AU2654  HISTORY     - Date     Condition        Report By
 AU2654  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2654
 AU2654                          STATION DESCRIPTION
 AU2654
 AU2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2654'THE STATION IS NEAR THE SOUTHEAST CORNER OF THE NEW ORLEANS
 AU2654'COUNTRY CLUB GROUNDS SOUTH OF METAIRIE CEMETERY AND JUST WEST
 AU2654'OF THE INTERSECTION OF LAST ST. AND QUINCE ST. IN METROPOLITAN
 AU2654'NEW ORLEANS.
 AU2654'
 AU2654'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 AU2654'PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN
 AU2654'OVER-ALL HEIGHT OF 105.0 FEET.
 AU2654'
 AU2654'THE POINT OBSERVED UPON WAS THE BALL AT THE TOP AND CENTER
 AU2654'OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2701 ***********************************************************************
 AU2701  DESIGNATION -  NEW ORLEANS E BANK HIGHLINE TR
 AU2701  PID         -  AU2701
 AU2701  STATE/COUNTY-  LA/ORLEANS
 AU2701  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2701
 AU2701                         *CURRENT SURVEY CONTROL
 AU2701  ___________________________________________________________________
 AU2701* NAD 83(1992)-  29 58 50.35722(N)    090 01 10.11841(W)     ADJUSTED  
 AU2701* NAVD 88     -                                                        
 AU2701  **This station is located in a subsidence area (see below).
 AU2701  ___________________________________________________________________
 AU2701  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AU2701  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2701
 AU2701  HORZ ORDER  -  THIRD
 AU2701
 AU2701.The horizontal coordinates were established by classical geodetic methods
 AU2701.and adjusted by the National Geodetic Survey in January 1993..
 AU2701
 AU2701 ** The orthometric height has not been validated since last determined
 AU2701 ** by differential leveling and should not be used for control purposes.
 AU2701 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2701 ** area with valid NAVD 88 orthometric heights.
 AU2701 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2701 ** epoch indicated which incorporates improved geoid heights for the
 AU2701 ** Southern Louisiana Subsidence area.
 AU2701 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2701
 AU2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2701
 AU2701.The geoid height was determined by GEOID03.
 AU2701
 AU2701;                    North         East     Units Scale Factor Converg.
 AU2701;SPC LA S     -   164,848.947 1,126,781.473   MT  0.99992581   +0 39 25.0
 AU2701;SPC LA S     -   540,841.92  3,696,782.22   sFT  0.99992581   +0 39 25.0
 AU2701;UTM  15      - 3,320,381.740   787,585.648   MT  1.00062053   +1 29 25.5
 AU2701;UTM  16      - 3,320,480.221   208,653.938   MT  1.00064740   -1 30 35.7
 AU2701
 AU2701                          SUPERSEDED SURVEY CONTROL
 AU2701
 AU2701  NAD 83(1986)-  29 58 50.37085(N)    090 01 10.11705(W) AD(       ) 4
 AU2701  NAD 27      -  29 58 49.64102(N)    090 01 09.86384(W) AD(       ) 3
 AU2701
 AU2701.Superseded values are not recommended for survey control.
 AU2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2701.See file dsdata.txt to determine how the superseded data were derived.
 AU2701
 AU2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8758620382(NAD 83)
 AU2701
 AU2701  HISTORY     - Date     Condition        Report By
 AU2701  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2701
 AU2701                          STATION DESCRIPTION
 AU2701
 AU2701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2701'THE STATION IS THE LIGHT AT THE TOP OF TOWER.
 AU2701'
 AU2701'THE TOWER IS A 4 LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED RED
 AU2701'AND WHITE IN ALTERNATE SECTIONS.  HEIGHT IS APPROXIMATELY 300 FEET.
 AU2701'
 AU2701'THE STATION IS LOCATED ON THE EAST BANK OF THE INNER HARBOR
 AU2701'NAVIGATION CANAL NEAR THE JUNCTION OF THE MISSISSIPPI RIVER GULF
 AU2701'OUTLET-INTRACOASTAL WATERWAYS AND THE INNER HARBOR NAVIGATION
 AU2701'CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0415 ***********************************************************************
 AU0415  DESIGNATION -  NEW ORLEANS E BASE RESET
 AU0415  PID         -  AU0415
 AU0415  STATE/COUNTY-  LA/JEFFERSON
 AU0415  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0415
 AU0415                         *CURRENT SURVEY CONTROL
 AU0415  ___________________________________________________________________
 AU0415* NAD 83(1992)-  29 58 27.05554(N)    090 09 39.49781(W)     ADJUSTED  
 AU0415* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0415  **This station is located in a subsidence area (see below).
 AU0415  ___________________________________________________________________
 AU0415  X           -     -15,535.489 (meters)                     COMP
 AU0415  Y           -  -5,529,643.215 (meters)                     COMP
 AU0415  Z           -   3,167,882.167 (meters)                     COMP
 AU0415  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU0415  ELLIP HEIGHT-         -25.43  (meters)          (09/30/02) GPS OBS
 AU0415  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU0415  DYNAMIC HT  -           0.8   (meters)       3.    (feet)  COMP
 AU0415  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 AU0415  OBS GRAVITY -     979,313.9   (mgal)                       GRAV_OBS
 AU0415
 AU0415  HORZ ORDER  -  FIRST
 AU0415  VERT ORDER  -  THIRD (See Below)
 AU0415  ELLP ORDER  -  FOURTH    CLASS II
 AU0415
 AU0415.The horizontal coordinates were established by classical geodetic methods
 AU0415.and adjusted by the National Geodetic Survey in January 1993..
 AU0415
 AU0415 ** The orthometric height has not been validated since last determined
 AU0415 ** by differential leveling and should not be used for control purposes.
 AU0415 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0415 ** area with valid NAVD 88 orthometric heights.
 AU0415 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0415 ** epoch indicated which incorporates improved geoid heights for the
 AU0415 ** Southern Louisiana Subsidence area.
 AU0415 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0415.The orthometric height was scaled from a topographic map.
 AU0415.The vertical order pertains to the first NAVD 88 superseded value.
 AU0415
 AU0415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0415
 AU0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0415
 AU0415.The ellipsoidal height was determined by GPS observations
 AU0415.and is referenced to NAD 83.
 AU0415
 AU0415.The geoid height was determined by GEOID03.
 AU0415
 AU0415.The dynamic height is computed by dividing the NAVD 88
 AU0415.geopotential number by the normal gravity value computed on the
 AU0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0415.degrees latitude (g = 980.6199 gals.).
 AU0415
 AU0415.The modeled gravity was interpolated from observed gravity values.
 AU0415.The observed gravity was obtained from relative gravimeter ties
 AU0415.to the IGSN71 gravity network.
 AU0415
 AU0415;                    North         East     Units Scale Factor Converg.
 AU0415;SPC LA S     -   163,983.406 1,113,135.727   MT  0.99992585   +0 35 10.3
 AU0415;SPC LA S     -   538,002.22  3,652,012.80   sFT  0.99992585   +0 35 10.3
 AU0415;UTM  15      - 3,319,317.153   773,945.112   MT  1.00052600   +1 25 09.4
 AU0415
 AU0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0415!SPC LA S     -   1.00000399  x   0.99992585  =   0.99992984
 AU0415!UTM  15      -   1.00000399  x   1.00052600  =   1.00053000
 AU0415
 AU0415|---------------------------------------------------------------------|
 AU0415| PID    Reference Object                     Distance      Geod. Az  |
 AU0415|                                                           dddmmss.s |
 AU0415| DD7491 NEW ORLEANS E BASE RM 7              23.938 METERS 04034     |
 AU0415| AU2772 NEW ORLEANS COMPRESS CO W TANK      APPROX. 1.1 KM 1095255.4 |
 AU0415| AU0767 NEW ORLEANS W BASE 2 RM 3            12.724 METERS 11253     |
 AU0415| AU2782 NEW ORLEANS E BASE RM 5              79.274 METERS 12530     |
 AU0415| DD7488 NEW ORLEANS E BASE RM 1              53.970 METERS 15901     |
 AU0415| AU0765 NEW ORLEANS W BASE 2 RM 4            46.891 METERS 25440     |
 AU0415| DD7489 NEW ORLEANS E BASE RM 2              80.490 METERS 27012     |
 AU0415| AU0436 NEW ORLEANS EB AZ MK RST            APPROX. 0.6 KM 2735723.7 |
 AU0415| DD7490 NEW ORLEANS E BASE RM 6              41.038 METERS 30314     |
 AU0415|---------------------------------------------------------------------|
 AU0415
 AU0415                          SUPERSEDED SURVEY CONTROL
 AU0415
 AU0415  ELLIP H (01/21/93)  -25.41   (m)                       GP(       ) 4 2
 AU0415  NAD 83(1986)-  29 58 27.07096(N)    090 09 39.49715(W) AD(       ) 1
 AU0415  NAD 27      -  29 58 26.33774(N)    090 09 39.22930(W) AD(       ) 1
 AU0415  NAVD 88 (06/15/91)    0.822  (m)            2.70   (f) UNKNOWN     1 2
 AU0415  NGVD 29 (??/??/??)    0.877  (m)            2.88   (f) ADJUSTED    1 2
 AU0415
 AU0415.Superseded values are not recommended for survey control.
 AU0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0415.See file dsdata.txt to determine how the superseded data were derived.
 AU0415
 AU0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7394519317(NAD 83)
 AU0415_MARKER: DS = TRIANGULATION STATION DISK
 AU0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0415_STAMPING: E BASE 1929 1952
 AU0415_MARK LOGO: CGS   
 AU0415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0415+STABILITY: SURFACE MOTION
 AU0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0415+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU0415
 AU0415  HISTORY     - Date     Condition        Report By
 AU0415  HISTORY     - 1929     MONUMENTED       CGS
 AU0415  HISTORY     - 1935     GOOD             LAGS
 AU0415  HISTORY     - 1938     GOOD             CGS
 AU0415  HISTORY     - 1941     GOOD             LAGS
 AU0415  HISTORY     - 1951     SEE DESCRIPTION  CGS
 AU0415  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AU0415  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AU0415  HISTORY     - 1955     GOOD             CGS
 AU0415  HISTORY     - 1966     GOOD             CGS
 AU0415  HISTORY     - 1968     GOOD             CGS
 AU0415  HISTORY     - 1969     GOOD             CGS
 AU0415  HISTORY     - 1971     GOOD             NGS
 AU0415  HISTORY     - 1977     GOOD             NGS
 AU0415  HISTORY     - 1984     GOOD             NGS
 AU0415  HISTORY     - 1984     GOOD             LADTD
 AU0415  HISTORY     - 1984     GOOD             LA-051
 AU0415  HISTORY     - 1987     GOOD             LADTD
 AU0415  HISTORY     - 20060422 MARK NOT FOUND   NGS
 AU0415
 AU0415                          STATION DESCRIPTION
 AU0415
 AU0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 AU0415'STATION IS ABOUT 5 MILES E OF KENNER, 1.5 MILES W OF CITY
 AU0415'LINE ON W SIDE OF NEW ORLEANS, ON RIGHT-OF-WAY OF LOUISIANA
 AU0415'AND ARKANSAS RAILWAY, OPPOSITE JEFFERSON SERVICE STATION,
 AU0415'43 FEET S OF CENTER LINE OF AIR LINE HIGHWAY, 24 FEET N OF
 AU0415'N RAIL OF TRACKS, AND 98 FEET W OF CENTER LINE OF ROAD CROSSING
 AU0415'RAILWAY.
 AU0415'
 AU0415'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AU0415'DISKS SET IN CONCRETE.
 AU0415'UPPER MARK PROJECTS 3 INCHES.
 AU0415'
 AU0415'REFERENCE MARK NO. 1 SET FLUSH WITH SURFACE, IS ABOUT 125
 AU0415'FEET S OF RAILWAY CROSSING, 30 FEET W OF CENTER LINE OF N
 AU0415'AND S HIGHWAY, AND 53.97 METERS (177.1 FEET) FROM STATION
 AU0415'S 21 DEG 00 MIN E.
 AU0415'
 AU0415'REFERENCE MARK NO. 2 IS 4 FEET N OF N RAIL OF RAILWAY, JUST
 AU0415'E OF PRIVATE CROSSING, AND 80.49 METERS (264.1 FEET) FROM
 AU0415'THE STATION S 90 DEG 12 MIN W.
 AU0415'
 AU0415'BEARING FROM STATION TO NEW ORLEANS COMPRESS COMPANY, W
 AU0415'WATER TANK IS S 70 DEG 07 MIN E.
 AU0415'
 AU0415'REACHED FROM NEW ORLEANS BY AIR LINE HIGHWAY TO JEFFERSON
 AU0415'SERVICE STATION WHICH IS LOCATED WHERE AIR LINE HIGHWAY LEAVES
 AU0415'RAILWAY AND TURNS N.  ANOTHER HARD-SURFACED ROAD TURNS S
 AU0415'HERE, CROSSES RAILWAY AND JOINS U.S. HIGHWAY 61 ALONG RIVER.
 AU0415
 AU0415                          STATION RECOVERY (1935)
 AU0415
 AU0415'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 AU0415'RECOVERED AS DESCRIBED.
 AU0415
 AU0415                          STATION RECOVERY (1938)
 AU0415
 AU0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 AU0415'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 AU0415
 AU0415                          STATION RECOVERY (1941)
 AU0415
 AU0415'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1941
 AU0415'STATION IS LOCATED ABOUT 5 MILES E OF KENNER, LOUISIANA,
 AU0415'1.5 MILES W OF CITY LINE ON W SIDE OF NEW ORLEANS, ON RIGHT-OF-WAY
 AU0415'OF LOUISIANA AND ARKANSAS RAILWAY, 298 FEET S OF CENTER
 AU0415'LINE OF AIR LINE HIGHWAY, 24 FEET N OF N RAIL OF TRACKS,
 AU0415'AND 98 FEET W OF CENTER LINE OF ROAD CROSSING RAILROAD.
 AU0415'
 AU0415'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 AU0415'SET IN CONCRETE.
 AU0415'
 AU0415'STATION IS REACHED FROM NEW ORLEANS BY AIR LINE HIGHWAY TO
 AU0415'ST. REGIS RESTAURANT AND COCKTAIL LOUNGE.  STATION IS 155
 AU0415'FEET SSW OF SE CORNER OF ST. REGIS RESTAURANT AND COCKTAIL
 AU0415'LOUNGE, WHICH IS LOCATED ON NEW AIR LINE HIGHWAY AND SHREWSBURY
 AU0415'ROAD.
 AU0415
 AU0415                          STATION RECOVERY (1951)
 AU0415
 AU0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 AU0415'THE STATION MARK WAS RECOVERED AT LOCATION BUT WAS PUSHED
 AU0415'OVER BY HEAVY MACHINERY AND SHOULD BE CONSIDERED DESTROYED.
 AU0415'UNDERGROUND MARK WAS NOT SEARCHED FOR BUT IS PROBABLY STILL
 AU0415'INTACT.  BOTH REFERENCE MARKS ARE PROBABLY DESTROYED.  ONE
 AU0415'WOULD BE LOCATED IN RAILROAD DITCH AND THE OTHER IS IN A NEWLY
 AU0415'BUILT PARKING LOT AT ST. REGIS RESTAURANT.
 AU0415
 AU0415                          STATION RECOVERY (1952)
 AU0415
 AU0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU0415'STATION RECOVERED IN POOR CONDITION, THE MONUMENT WAS FOUND
 AU0415'LEANING BADLY.  THE REFERENCE MARKS WERE SEARCHED FOR BUT
 AU0415'NOT RECOVERED.  THE STATION WAS RESET AND TWO REFERENCE
 AU0415'MARKS ESTABLISHED.  REVISED DESCRIPTION FOLLOWS--
 AU0415'
 AU0415'STATION IS LOCATED ABOUT 5 MILES E OF KENNER ALONG THE AIRLINE
 AU0415'HIGHWAY, JUST S OF THE INTERSECTION OF AIRLINE HIGHWAY AND
 AU0415'SEVERN STREET AND AT THE INTERSECTION OF SEVERN STREET AND
 AU0415'THE LOUISIANA AND ARKANSAS RAILROAD, 24 FT. N OF THE N RAIL,
 AU0415'41 FT. S OF THE CENTERLINE OF A GRAVEL ROAD LEADING W, 101
 AU0415'FT. W OF THE CENTERLINE OF SEVERN STREET, AND 39.5 FT. NW
 AU0415'OF A RAILROAD BLOCK SIGNAL.  A STANDARD DISK STAMPED E BASE
 AU0415'1929 1952 IN TOP OF CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU0415'THIS MONUMENT WAS PLACED DIRECTLY IN POSITION OVER THE
 AU0415'SUB-SURFACE MARK.
 AU0415'
 AU0415'REFERENCE MARK NO. 3 IS S OF THE STATION, ON THE RAILROAD GRADE,
 AU0415'3 FT. E OF RAILROAD BLOCK SIGNAL, 2 FT. W OF RAILROAD BLOCK
 AU0415'SIGNAL SIGN AND 11 FT. N OF THE N RAIL.  A STANDARD DISK
 AU0415'STAMPED NO 3 1952 AND SET IN THE TOP OF CONCRETE MONUMENT
 AU0415'PROJECTING 0.5 FT.
 AU0415'
 AU0415'REFERENCE MARK NO. 4 IS SW OF THE STATION, ON THE RAILROAD
 AU0415'GRADE, 23 FT. S OF THE S RAIL AND 3 FT. E OF A TELEPHONE
 AU0415'POLE.  A STANDARD DISK STAMPED NO 4 1952 AND SET IN THE TOP
 AU0415'OF A CONCRETE MONUMENT PROJECTING 4 INCHES.
 AU0415
 AU0415                          STATION RECOVERY (1953)
 AU0415
 AU0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU0415'THE STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK
 AU0415'NO. 3 WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 AU0415'MARK NO. 1 WAS DESTROYED WHEN A BUILDING WAS CONSTRUCTED,
 AU0415'A NEW AZIMUTH MARK WAS ESTABLISHED AND AN ERROR WAS FOUND
 AU0415'IN THE HORIZONTAL MEASUREMENT TO REFERENCE MARK NO. 2.  A
 AU0415'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AU0415'
 AU0415'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE KENNER
 AU0415'RAILROAD DEPOT, 155 FEET SOUTH SOUTHWEST OF THE SOUTHEAST
 AU0415'CORNER OF THE ST. REGIS RESTAURANT AND COCKTAIL LOUNGE, 93
 AU0415'WEST OF THE CENTER OF SEVERN AVENUE AND 24 FEET NORTH OF THE
 AU0415'NORTH RAIL OF THE LOUISIANA-ARKANSAS RAILROAD TRACKS.  IT
 AU0415'PROJECTS 3 INCHES AND IS STAMPED E BASE 1929 1952.
 AU0415'
 AU0415'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF AN EAST-WEST STREET,
 AU0415'AND 18 FEET EAST OF A NORTH-SOUTH STREET.  IT IS SET FLUSH
 AU0415'AND IS STAMPED E BASE NO 2 1929.
 AU0415'
 AU0415'REFERENCE MARK NO. 3 IS 57 FEET WEST OF THE CENTER OF SEVERN
 AU0415'AVENUE, 56 FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET
 AU0415'AND 11 FEET NORTH OF THE NORTH RAIL OF THE LOUISIANA-ARKANSAS
 AU0415'RAILROAD TRACKS.  IT PROJECTS 6 INCHES AND IS STAMPED NO
 AU0415'3 1952.
 AU0415'
 AU0415'THE AZIMUTH MARK IS 54 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 AU0415'STREET, 45 FEET EAST OF THE CENTER OF TURNBULL DRIVE AND
 AU0415'12 FEET NORTH OF THE NORTH RAIL OF THE LOUISIANA-ARKANSAS
 AU0415'RAILROAD.  IT PROJECTS 4 INCHES AND IS STAMPED E BASE 1929
 AU0415'1952 RESET 1953.
 AU0415'
 AU0415'TO REACH THE STATION FROM U.S. POST OFFICE CONTRACT NO. 5
 AU0415'GO SOUTHWEST ON METAIRIE ROAD FOR 0.2 MILE TO THE JUNCTION
 AU0415'WITH THE AIRLINE HIGHWAY, CROSS THE AIRLINE HIGHWAY AND
 AU0415'GO SOUTH ON SEVERN AVENUE FOR 0.1 MILE TO THE STATION ON
 AU0415'THE RIGHT JUST BEFORE CROSSING THE RAILROAD TRACKS.
 AU0415'
 AU0415'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 AU0415'EAST-WEST STREET THAT IS JUST NORTH OF THE STATION FOR 0.35
 AU0415'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AU0415
 AU0415                          STATION RECOVERY (1955)
 AU0415
 AU0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU0415'THE STATION WAS VISITED 5-9-55.  THE STATION MARK, AZIMUTH
 AU0415'MARK AND REFERENCE MARKS NO. 3 AND 4 WERE FOUND IN GOOD
 AU0415'CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED AT THIS
 AU0415'DATE.  THE RECOVERY NOTE BY R.L.E. IN 1953 IS ADEQUATE.
 AU0415
 AU0415                          STATION RECOVERY (1966)
 AU0415
 AU0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU0415'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK
 AU0415'WERE RECOVERED AND IN GOOD CONDITION.  REFERENCE MARK 3
 AU0415'WAS RECOVERED AND IN FAIR CONDITION.  REFERENCE MARK 2 WAS
 AU0415'NOT RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED.  THE
 AU0415'DISTANCE TO REFERENCE MARK 4 CHECKED.  THE ANGLE TO REFERENCE
 AU0415'MARK 4 WAS FOUND TO BE 4 MINUTES LOWER.  A SHORTER DISTANCE
 AU0415'WAS FOUND TO REFERENCE MARK 3.  THE ANGLE TO REFERENCE MARK
 AU0415'3 WAS FOUND TO BE 4 MINUTES AND 0.10 SECONDS HIGHER.
 AU0415'REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME.
 AU0415'
 AU0415'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 AU0415'
 AU0415'STATION IS ABOUT 5 MILES EAST OF KENNER, 0.05 MILE SOUTH
 AU0415'OF THE INTERSECTION OF AIRLINE HIGHWAY AND SHREWSBURY ROAD
 AU0415'AND JUST NORTH OF THE LOUISIANA AND ARKANSAS-KANSAS CITY
 AU0415'SOUTHERN RAILROAD.
 AU0415'
 AU0415'TO REACH THE STATION FROM THE JUNCTION OF WILLIAMS BOULEVARD
 AU0415'AND AIRLINE HIGHWAY IN KENNER, GO EAST ON AIRLINE HIGHWAY
 AU0415'FOR 4.9 MILES TO THE JUNCTION OF SHREWSBURY ROAD.  TURN
 AU0415'RIGHT AND GO SOUTH ON SHREWSBURY ROAD FOR 0.05 MILE TO A
 AU0415'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ALONG THE NORTH
 AU0415'SIDE OF A RAILROAD ON ROBERTSON STREET FOR ABOUT 100 FEET
 AU0415'TO THE STATION ON THE LEFT.
 AU0415'
 AU0415'STATION MARKS ARE STANDARD DISKS STAMPED E. BASE 1929 1952.
 AU0415'THE SURFACE DISK IS SET IN THE TOP OF AN 8 INCH CYLINDRICAL
 AU0415'CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 AU0415'IT IS 98 FEET WEST OF THE CENTER OF SHREWSBURY ROAD, 41 FEET
 AU0415'SOUTH OF THE CENTER OF ROBERTSON STREET, 27 FEET SOUTHWEST
 AU0415'OF A TELEPHONE POLE AND 23.9 FEET NORTH OF THE NORTH RAIL
 AU0415'OF A RAILROAD.  THE UNDERGROUND DISK WAS NOT INSPECTED AT
 AU0415'THIS TIME.
 AU0415'
 AU0415'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED NO. 3 1952,
 AU0415'IS SET IN THE TOP OF A 6 INCH TERRACOTTA TILE WHICH PROJECTS
 AU0415'12 INCHES.  IT IS 61 FEET WEST OF THE CENTER OF SHREWSBURY
 AU0415'ROAD, 56 FEET SOUTH OF THE CENTER OF ROBERTSON STREET, 10.6
 AU0415'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND 3 FEET EAST
 AU0415'OF SIGNAL LIGHT NUMBER 8662.
 AU0415'
 AU0415'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED NO. 4 1952,
 AU0415'IS SET IN THE TOP OF A 6 INCH TERRACOTTA TILE WHICH PROJECTS
 AU0415'3 INCHES.  IT IS 31 FEET NORTHEAST OF THE NORTHEAST CORNER
 AU0415'OF A HOUSE, 23 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 AU0415'AND 2 FEET EAST OF A TELEPHONE POLE.
 AU0415'
 AU0415'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED E. BASE NO
 AU0415'5 1929 1952, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 AU0415'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 AU0415'135 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 119 FEET
 AU0415'EAST OF THE CENTER OF SHREWSBURY ROAD AND 105 FEET SOUTH
 AU0415'OF THE SOUTH RAIL OF THE RAILROAD.
 AU0415'
 AU0415'AZIMUTH MARK, A STANDARD DISK STAMPED E. BASE 1929 1952
 AU0415'RESET 1953, IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 AU0415'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 60 FEET SOUTH OF
 AU0415'THE CENTER OF ROBERTSON STREET, 48 FEET EAST OF THE CENTER
 AU0415'OF TURNBULL DRIVE, 12.6 FEET NORTH OF THE NORTH RAIL OF THE
 AU0415'RAILROAD AND 2 FEET EAST OF A TELEPHONE POLE.
 AU0415'
 AU0415'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON ROBERTSON
 AU0415'STREET FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AU0415'
 AU0415'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AU0415
 AU0415                          STATION RECOVERY (1968)
 AU0415
 AU0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 AU0415'IN METAIRIE.
 AU0415'AT METAIRIE, ABOUT 0.2 MILE WEST ALONG THE LOUISIANA AND ARKANSAS
 AU0415'RAILROAD FROM THE CAUSEWAY OVERPASS OVER THE TRACK AND U. S. HIGHWAY
 AU0415'61, 103 FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING OF
 AU0415'SHREWSBURY ROAD, 96 FEET WEST OF THE CENTER LINE OF THE ROAD, 24.1
 AU0415'FEET NORTH OF THE NORTH RAIL, 27 FEET SOUTHWEST OF A TELEPHONE CABLE
 AU0415'POLE, 1.6 FEET WEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF
 AU0415'THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 1/2 FEET BELOW THE
 AU0415'LEVEL OF THE GROUND.
 AU0415
 AU0415                          STATION RECOVERY (1969)
 AU0415
 AU0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 AU0415'THE STATION, RM 3 AND 4 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 AU0415'IN GOOD CONDITION.
 AU0415'
 AU0415'THE STATION IS LOCATED AT METAIRIE, ALONG THE RIGHT-OF-WAY OF THE
 AU0415'LOUISIANA AND ARKANSAS RAILROAD, 0.2 MILE WEST OF THE CAUSEWAY
 AU0415'OVERPASS OVER THE TRACK AND U.S. HIGHWAY 61 (AIR-LINE HIGHWAY), 103
 AU0415'FEET WEST-NORTHWEST OF THE CROSSING OF SHREWSBURY ROAD, 96 FEET WEST
 AU0415'OF THE CENTERLINE OF THE ROAD, 24.1 FEET NORTH OF THE NORTH RAIL,
 AU0415'27 FEET SOUTHWEST OF A TELEPHONE CABLE POLE, 1.6 FEET WEST OF A METAL
 AU0415'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 AU0415'OF A CONCRETE POST 1-1/2 FEET BELOW THE LEVEL OF THE GROUND.
 AU0415'
 AU0415'RM NO. 3 IS 41.8 FEET SOUTHEAST OF THE STAITON MARK, 57 FEET WEST
 AU0415'OF THE CENTERLINE OF SHREWSBURY ROAD, 10.6 FEET NORTH OF THE NORTH
 AU0415'RAIL, 2.1 FEET EAST OF THE EAST FACE OF THE ROUND CONCRETE BASE FOR
 AU0415'SEMAPHORE 8662, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE
 AU0415'TOP OF A CONCRETE POST PROJECTING 15 INCHES ABOVE THE LEVEL OF THE
 AU0415'GROUND.
 AU0415'
 AU0415'RM NO. 4 IS 153.8 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE
 AU0415'STATION, 23 FEET SOUTH OF THE SOUTH RAIL, 2 FEET EAST OF A
 AU0415'TELEGRAPH POLE, 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 AU0415'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 AU0415'GROUND.
 AU0415'
 AU0415'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE WEST OF THE STATION,
 AU0415'47 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF TURNBULL DRIVE.
 AU0415'12.6 FEET NORTH OF THE NORTH RAIL OF THE L AND A RAILROAD, 15 FEET
 AU0415'SOUTHEAST OF THE NORTH END OF A 36-INCH PIPE CULVERT UNDER THE
 AU0415'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 AU0415'THE LEVEL OF THE GROUND.
 AU0415'
 AU0415'NOTE--THE STATION MARK IS STAMPED---E BASE 1929 1952---, RM 3 IS
 AU0415'STAMPED---NO 3 1952---, RM 4 IS STAMPED---NO 4 1952---, THE AZIMUTH
 AU0415'MARK DISK IS STAMPED---E BASE 1929 1952 RESET 1953---.
 AU0415'
 AU0415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT METAIRIE.
 AU0415
 AU0415                          STATION RECOVERY (1971)
 AU0415
 AU0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AU0415'RECOVERED IN GOOD CONDITION.
 AU0415
 AU0415                          STATION RECOVERY (1977)
 AU0415
 AU0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0415'AT METAIRIE, ABOUT 0.2 MILE WEST ALONG THE LOUISIANA AND ARKANSAS
 AU0415'RAILROAD FROM THE CAUSEWAY OVERPASS OVER THE TRACK AND U.S. HIGHWAY
 AU0415'61, 103 FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING OF
 AU0415'SHREWSBURY ROAD, 96 FEET WEST OF THE CENTER OF THE ROAD, 24.1 FEET
 AU0415'NORTH OF THE NORTH RAIL, 40 FEET SOUTH OF THE CENTER OF A EAST-WEST
 AU0415'STREET, 27 FEET SOUTHWEST OF A TELEPHONE LINE POLE.
 AU0415
 AU0415                          STATION RECOVERY (1984)
 AU0415
 AU0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU0415'RECOVERED IN GOOD CONDITION.
 AU0415
 AU0415                          STATION RECOVERY (1984)
 AU0415
 AU0415'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 AU0415'THE BENCH MARK WAS RECOVERED IN JULY 1984 AND FOUND IN GOOD CONDITION.
 AU0415'THE 1977 DESCRIPTION IS ADEQUATE TO RECOVER THE BENCH MARK.
 AU0415
 AU0415                          STATION RECOVERY (1984)
 AU0415
 AU0415'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU0415'RECOVERED IN GOOD CONDITION.
 AU0415
 AU0415                          STATION RECOVERY (1987)
 AU0415
 AU0415'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU0415'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU0415'A NEW DESCRIPTION FOLLOWS.
 AU0415'
 AU0415'THE STATION IS LOCATED ABOUT 0.08 KM (0.05 MI)
 AU0415'SOUTH OF AIRLINE HIGHWAY ON ROBERTSON STREET IN A GRASS STRIP
 AU0415'BETWEEN THE TRACKS AND STREET.
 AU0415'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU0415'
 AU0415'TO REACH THE STATION FROM THE JUNCTION OF AIRLINE HIGHWAY AND
 AU0415'CAUSEWAY BOULEVARD  GO WEST FOR 0.4 KM (0.25 MI) ON AIRLINE HIGHWAY
 AU0415'TO A CROSS STREET.
 AU0415'TURN LEFT AND GO SOUTH FOR 0.08 KM (0.05 MI) ON SHREWSBURY ROAD TO
 AU0415'A STREET RIGHT.   URN RIGHT AND GO WEST ON ROBERTSON STREET FOR 30
 AU0415'METERS (100 FT) TO THE STATION ON THE LEFT BETWEEN THE STREET AND
 AU0415'THE RAILROAD TRACKS.
 AU0415'
 AU0415'THE STATION IS A STANDARD CGS DISK
 AU0415'STAMPED---E BASE 1929 1952---,
 AU0415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU0415'30 CM IN DIAMETER RECESSED 30 CM BELOW GROUND.  LOCATED
 AU0415'29.6 METERS (97.1 FT) WEST FROM THE CENTER OF SHREWSBURY ROAD,
 AU0415'12.4 METERS (40.7 FT) SOUTH FROM THE CENTER OF ROBERTSON STREET,
 AU0415'12.2 METERS (40 FT) WEST-NORTHWEST FROM THE CENTER OF A CIRCULAR
 AU0415'CONCRETE SIGNAL BASE,
 AU0415'7.3 METERS (24 FT) NORTH FROM THE NORTH RAIL OF THE RAILROAD TRACK,
 AU0415'AND
 AU0415'0.4 METERS (1.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AU0415'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 AU0415'STAMPED---E BASE 1929 1952---,
 AU0415'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AU0415
 AU0415                          STATION RECOVERY (2006)
 AU0415
 AU0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU0415'NOT RECOVERED, MEASURMENTS PUT IT WHERE A DEEP HOLE IS. PROBABLY MARK
 AU0415'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2782 ***********************************************************************
 AU2782  DESIGNATION -  NEW ORLEANS E BASE RM 5
 AU2782  PID         -  AU2782
 AU2782  STATE/COUNTY-  LA/JEFFERSON
 AU2782  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2782
 AU2782                         *CURRENT SURVEY CONTROL
 AU2782  ___________________________________________________________________
 AU2782* NAD 83(1992)-  29 58 25.56047(N)    090 09 37.09049(W)     ADJUSTED  
 AU2782* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AU2782  **This station is located in a subsidence area (see below).
 AU2782  ___________________________________________________________________
 AU2782  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2782  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU2782
 AU2782  HORZ ORDER  -  FIRST
 AU2782
 AU2782.The horizontal coordinates were established by classical geodetic methods
 AU2782.and adjusted by the National Geodetic Survey in January 1993..
 AU2782
 AU2782 ** The orthometric height has not been validated since last determined
 AU2782 ** by differential leveling and should not be used for control purposes.
 AU2782 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2782 ** area with valid NAVD 88 orthometric heights.
 AU2782 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2782 ** epoch indicated which incorporates improved geoid heights for the
 AU2782 ** Southern Louisiana Subsidence area.
 AU2782 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2782
 AU2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2782
 AU2782.The geoid height was determined by GEOID03.
 AU2782
 AU2782;                    North         East     Units Scale Factor Converg.
 AU2782;SPC LA S     -   163,938.036 1,113,200.727   MT  0.99992586   +0 35 11.5
 AU2782;SPC LA S     -   537,853.37  3,652,226.05   sFT  0.99992586   +0 35 11.5
 AU2782;UTM  15      - 3,319,272.706   774,010.804   MT  1.00052645   +1 25 10.6
 AU2782
 AU2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2782!SPC LA S     -   1.00000399  x   0.99992586  =   0.99992985
 AU2782!UTM  15      -   1.00000399  x   1.00052645  =   1.00053044
 AU2782
 AU2782:                Primary Azimuth Mark                     Grid Az
 AU2782:SPC LA S     -  NEW ORLEANS COMPRESS CO W TANK           108 08 25.1
 AU2782:UTM  15      -  NEW ORLEANS COMPRESS CO W TANK           107 18 26.0
 AU2782
 AU2782|---------------------------------------------------------------------|
 AU2782| PID    Reference Object                     Distance      Geod. Az  |
 AU2782|                                                           dddmmss.s |
 AU2782| AU2772 NEW ORLEANS COMPRESS CO W TANK      APPROX. 1.1 KM 1084336.6 |
 AU2782| DD7487 NEW ORLEANS E BASE AZ MK RESET                     2752512.9 |
 AU2782| AU0436 NEW ORLEANS EB AZ MK RST            APPROX. 0.6 KM 2773835.0 |
 AU2782| AU0415 NEW ORLEANS E BASE RESET             79.274 METERS 30530     |
 AU2782|---------------------------------------------------------------------|
 AU2782
 AU2782                          SUPERSEDED SURVEY CONTROL
 AU2782
 AU2782  NAD 83(1986)-  29 58 25.57564(N)    090 09 37.08939(W) AD(       ) 1
 AU2782  NAD 27      -  29 58 24.84306(N)    090 09 36.82173(W) AD(       ) 1
 AU2782  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 AU2782
 AU2782.Superseded values are not recommended for survey control.
 AU2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2782.See file dsdata.txt to determine how the superseded data were derived.
 AU2782
 AU2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7401119273(NAD 83)
 AU2782_MARKER: DR = REFERENCE MARK DISK
 AU2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2782
 AU2782  HISTORY     - Date     Condition        Report By
 AU2782  HISTORY     - 1966     MONUMENTED       CGS
 AU2782  HISTORY     - 1969     GOOD             CGS
 AU2782  HISTORY     - 1972     GOOD             NGS
 AU2782  HISTORY     - 1972     GOOD             NGS
 AU2782
 AU2782                          STATION DESCRIPTION
 AU2782
 AU2782'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2782'STATION IS ABOUT 5 MILES EAST OF KENNER, 0.05 MILE SOUTH
 AU2782'OF THE INTERSECTION OF AIRLINE HIGHWAY AND SHREWSBURY ROAD
 AU2782'AND JUST SOUTH OF THE LOUISIANA AND ARKANSAS-KANSAS CITY
 AU2782'SOUTHERN RAILROAD IN AN OPEN LOT.
 AU2782'
 AU2782'TO REACH THE STATION FROM THE JUNCTION OF WILLIAMS BOULEVARD
 AU2782'AND AIRLINE HIGHWAY IN KENNER, GO EAST ON AIRLINE HIGHWAY
 AU2782'FOR 4.9 MILES TO THE JUNCTION OF SHREWSBURY ROAD.  TURN
 AU2782'RIGHT AND GO SOUTH ON SHREWSBURY ROAD FOR 0.05 MILE TO THE
 AU2782'STATION ON THE LEFT.
 AU2782'
 AU2782'STATION MARKS ARE STANDARD DISKS STAMPED E. BASE 1929 1952.
 AU2782'THE SURFACE DISK IS SET IN THE TOP OF AN 8 INCH CYLINDRICAL
 AU2782'CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 AU2782'IT IS 98 FEET WEST OF THE CENTER OF SHREWSBURY ROAD, 41
 AU2782'FEET SOUTH OF THE CENTER OF ROBERTSON STREET, 27 FEET SOUTHWEST
 AU2782'OF A TELEPHONE POLE AND 23.9 FEET NORTH OF THE NORTH RAIL
 AU2782'OF A RAILROAD.  THE UNDERGROUND DISK WAS NOT INSPECTED AT
 AU2782'THIS TIME.
 AU2782'
 AU2782'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED NO. 3 1952,
 AU2782'IS SET IN THE TOP OF A 6 INCH TERRACOTTA TILE WHICH PROJECTS
 AU2782'12 INCHES.  IT IS 61 FEET WEST OF THE CENTER OF SHREWSBURY
 AU2782'ROAD, 56 FEET SOUTH OF THE CENTER OF ROBERTSON STREET, 10.6
 AU2782'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND 3 FEET EAST
 AU2782'OF SIGNAL LIGHT NUMBER 8662.
 AU2782'
 AU2782'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED NO. 4 1952,
 AU2782'IS SET IN THE TOP OF A 6 INCH TERRACOTTA TILE WHICH PROJECTS
 AU2782'3 INCHES.  IT IS 31 FEET NORTHEAST OF THE NORTHEAST CORNER
 AU2782'OF A HOUSE, 23 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 AU2782'AND 2 FEET EAST OF A TELEPHONE POLE.
 AU2782'
 AU2782'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED E. BASE NO
 AU2782'5 1929 1952, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 AU2782'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 135
 AU2782'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 119 FEET EAST
 AU2782'OF THE CENTER OF SHREWSBURY ROAD AND 105 FEET SOUTH OF THE
 AU2782'SOUTH RAIL OF THE RAILROAD.
 AU2782'
 AU2782'AZIMUTH MARK, A STANDARD DISK STAMPED E. BASE 1929 1952 RESET
 AU2782'1953, IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 AU2782'WHICH PROJECTS 6 INCHES.  IT IS 60 FEET SOUTH OF THE CENTER
 AU2782'OF ROBERTSON STREET, 48 FEET EAST OF THE CENTER OF TURNBULL
 AU2782'DRIVE, 12.6 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 AU2782'AND 2 FEET EAST OF A TELEPHONE POLE.
 AU2782'
 AU2782'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON ROBERTSON
 AU2782'STREET FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AU2782'
 AU2782'NOTE--REFERENCE MARK 5 WAS HELD AS THE STATION AT THIS TIME.
 AU2782'
 AU2782'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AU2782
 AU2782                          STATION RECOVERY (1969)
 AU2782
 AU2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 AU2782'THE STATION, R.M. 3 AND 4 AND THE AZIMUTH MARK WERE ALL
 AU2782'RECOVERED AND IN GOOD CONDITION.
 AU2782'
 AU2782'THE STATION IS LOCATED AT METAIRIE, ALONG THE RIGHT-OF-WAY
 AU2782'OF THE LOUISIANA AND ARKANSAS RAILROAD, 0.2 MILE WEST OF
 AU2782'THE CAUSEWAY OVERPASS OVER THE TRACK AND U.S. HIGHWAY 61
 AU2782'(AIR-LINE HIGHWAY), 103 FEET WEST-NORTHWEST OF THE CROSSING
 AU2782'OF SHREWSBURY ROAD, 96 FEET WEST OF THE CENTER LINE OF THE
 AU2782'ROAD, 24.1 FEET NORTH OF THE NORTH RAIL, 27 FEET SOUTHWEST
 AU2782'OF A TELEPHONE CABLE POLE, 1.6 FEET WEST OF A METAL WITNESS
 AU2782'POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 AU2782'OF A CONCRETE POST 1-1/2 FEET BELOW THE LEVEL OF THE GROUND.
 AU2782'
 AU2782'R.M. NO. 3 IS 41.8 FEET SOUTHEAST OF THE STATION MARK, 57
 AU2782'FEET WEST OF THE CENTER LINE OF SHREWSBURY ROAD, 10.6 FEET
 AU2782'NORTH OF THE NORTH RAIL, 2.1 FEET EAST OF THE EAST FACE OF
 AU2782'A ROUND CONCRETE BASE FOR SEMAPHORE 8662, 1 FOOT BELOW THE
 AU2782'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AU2782'PROJECTING 15 INCHES ABOVE THE LEVEL OF THE GROUND.
 AU2782'
 AU2782'R.M. NO. 4 IS 153.8 FEET SOUTHWEST OF AND ACROSS THE TRACK
 AU2782'FROM THE STATION, 23 FEET SOUTH OF THE SOUTH RAIL.  2 FEET
 AU2782'EAST OF A (CONT) TELEGRAPH POLE, 4 FEET BELOW THE LEVEL
 AU2782'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AU2782'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AU2782'
 AU2782'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE WEST OF THE STATION,
 AU2782'47 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF TURNBULL
 AU2782'DRIVE, 12.6 FEET NORTH OF THE NORTH RAIL OF THE L AND A
 AU2782'RAILROAD, 15 FEET SOUTHEAST OF THE NORTH END OF A 36-INCH
 AU2782'PIPE CULVERT UNDER THE TRACK, SET IN THE TOP OF A CONCRETE
 AU2782'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 AU2782'
 AU2782'NOTE--
 AU2782'
 AU2782'THE STATION MARK IS STAMPED E BASE 1929 1952
 AU2782'
 AU2782'R.M. 3 IS STAMPED NO 3 1952
 AU2782'
 AU2782'R.M. 4 IS STAMPED NO 4 1952
 AU2782'
 AU2782'THE AZIMUTH MARK DISK IS STAMPED E BASE 1929 1952 RESET 1955
 AU2782'
 AU2782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT METAIRIE
 AU2782
 AU2782                          STATION RECOVERY (1972)
 AU2782
 AU2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2782'STATION WAS VISITED AND WAS RECOVERED AS DESCRIBED IN THE
 AU2782'1966 DESCRIPTION.  REFERENCE MARKS 3 AND 4 WERE NOT OBSERVED
 AU2782'OR MEASURED DUE TO CHANGES AND OBSTRUCTIONS IN THE NEAR AREA.
 AU2782'THE 1966 TRAVERSE DISTANCE FROM N.O. E BASE R.M. 5 TO N.O. E
 AU2782'BASE 1929 1952 WAS USED AT THIS TIME.
 AU2782'
 AU2782'HEIGHT OF LIGHT ABOVE STATION MARK 112.8 FEET.
 AU2782'
 AU2782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AU2782'EAST OF KENNER
 AU2782
 AU2782                          STATION RECOVERY (1972)
 AU2782
 AU2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2782'STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 AU2782'WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 AU2782'THE 1966 DESCRIPTION.  THE STATION WAS NOT OCCUPIED AT THIS
 AU2782'TIME DUE TO BEING TO CLOSE TO THE RAILROAD TRACKS AND OTHER
 AU2782'CHANGES IN THE NEAR AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0436 ***********************************************************************
 AU0436  DESIGNATION -  NEW ORLEANS EB AZ MK RST
 AU0436  PID         -  AU0436
 AU0436  STATE/COUNTY-  LA/JEFFERSON
 AU0436  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0436
 AU0436                         *CURRENT SURVEY CONTROL
 AU0436  ___________________________________________________________________
 AU0436* NAD 83(1992)-  29 58 28.34623(N)    090 10 00.93969(W)     ADJUSTED  
 AU0436* NAVD 88     -         2.11   (+/-2cm)       6.9  **(feet)  VERTCON   
 AU0436  **This station is located in a subsidence area (see below).
 AU0436  ___________________________________________________________________
 AU0436  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU0436  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU0436  OBS GRAVITY -     979,313.7   (mgal)                       GRAV_OBS
 AU0436
 AU0436  HORZ ORDER  -  SECOND
 AU0436  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU0436
 AU0436.The horizontal coordinates were established by classical geodetic methods
 AU0436.and adjusted by the National Geodetic Survey in January 1993..
 AU0436
 AU0436 ** The orthometric height has not been validated since last determined
 AU0436 ** by differential leveling and should not be used for control purposes.
 AU0436 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0436 ** area with valid NAVD 88 orthometric heights.
 AU0436 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0436 ** epoch indicated which incorporates improved geoid heights for the
 AU0436 ** Southern Louisiana Subsidence area.
 AU0436 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0436.The vertical order pertains to the NGVD 29 superseded value.
 AU0436
 AU0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0436
 AU0436.The geoid height was determined by GEOID03.
 AU0436.The observed gravity was obtained from relative gravimeter ties
 AU0436.to the IGSN71 gravity network.
 AU0436
 AU0436;                    North         East     Units Scale Factor Converg.
 AU0436;SPC LA S     -   164,017.279 1,112,560.566   MT  0.99992585   +0 34 59.6
 AU0436;SPC LA S     -   538,113.36  3,650,125.79   sFT  0.99992585   +0 34 59.6
 AU0436;UTM  15      - 3,319,342.674   773,369.175   MT  1.00052211   +1 24 58.8
 AU0436
 AU0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0436!SPC LA S     -   1.00000377  x   0.99992585  =   0.99992962
 AU0436!UTM  15      -   1.00000377  x   1.00052211  =   1.00052588
 AU0436
 AU0436                          SUPERSEDED SURVEY CONTROL
 AU0436
 AU0436  NAD 83(1986)-  29 58 28.36158(N)    090 10 00.93905(W) AD(       ) 2
 AU0436  NAD 27      -  29 58 27.62864(N)    090 10 00.67059(W) AD(       ) 2
 AU0436  NGVD 29 (??/??/??)    2.197  (m)            7.21   (f) ADJUSTED    1 1
 AU0436
 AU0436.Superseded values are not recommended for survey control.
 AU0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0436.See file dsdata.txt to determine how the superseded data were derived.
 AU0436
 AU0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7336919343(NAD 83)
 AU0436_MARKER: DZ = AZIMUTH MARK DISK
 AU0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0436_STAMPING: E BASE 1929 1952 RESET 1953
 AU0436_MARK LOGO: CGS   
 AU0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0436+STABILITY: SURFACE MOTION
 AU0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU0436+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 AU0436
 AU0436  HISTORY     - Date     Condition        Report By
 AU0436  HISTORY     - 1953     MONUMENTED       CGS
 AU0436  HISTORY     - 1971     GOOD             NGS
 AU0436  HISTORY     - 1977     POOR             NGS
 AU0436  HISTORY     - 1984     GOOD             NGS
 AU0436  HISTORY     - 1984     GOOD             LA-051
 AU0436  HISTORY     - 20030510 GOOD             USPSQD
 AU0436
 AU0436                          STATION DESCRIPTION
 AU0436
 AU0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AU0436'IN METAIRIE.
 AU0436'ABOUT 0.55 MILE WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 AU0436'THE CAUSEWAY OVERPASS FOR THE TRACK AND U.S. HIGHWAY 61 (AIRLINE
 AU0436'HIGHWAY) AT METAIRIE, 47 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 AU0436'WITH TURNBILL DRIVE, 46 FEET EAST OF THE CENTER LINE OF THE DRIVE,
 AU0436'12.6 FEET NORTH OF THE NORTH RAIL, 2 FEET EAST OF A POLE WHICH BEARS A
 AU0436'RAILROAD TELEPHONE BOX AND METER, 15.0 FEET SOUTHEAST OF THE NORTH END
 AU0436'OF A 36-INCH TUBULAR CULVERT UNDER THE TRACK, 1.2 FEET SOUTH OF A
 AU0436'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 AU0436'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES. NOTE-- THIS
 AU0436'MARK IS 0.45 MILE EAST OF THE CROSSING WITH CENTRAL AVENUE.
 AU0436
 AU0436                          STATION RECOVERY (1977)
 AU0436
 AU0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0436'MARK RECOVERED IN POOR CONDITION.
 AU0436
 AU0436                          STATION RECOVERY (1984)
 AU0436
 AU0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU0436'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
 AU0436
 AU0436                          STATION RECOVERY (1984)
 AU0436
 AU0436'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU0436'RECOVERED IN GOOD CONDITION.
 AU0436
 AU0436                          STATION RECOVERY (2003)
 AU0436
 AU0436'RECOVERY NOTE BY US POWER SQUADRON 2003 (SOL)
 AU0436'5-INCH LOGO CAP MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4279 ***********************************************************************
 BJ4279  DESIGNATION -  NEW ORLEANS EQUITABLE EQUIP TK
 BJ4279  PID         -  BJ4279
 BJ4279  STATE/COUNTY-  LA/ORLEANS
 BJ4279  USGS QUAD   -  SPANISH FORT (1992)
 BJ4279
 BJ4279                         *CURRENT SURVEY CONTROL
 BJ4279  ___________________________________________________________________
 BJ4279* NAD 83(1992)-  30 00 30.66867(N)    090 01 46.88154(W)     ADJUSTED  
 BJ4279* NAVD 88     -                                                        
 BJ4279  **This station is located in a subsidence area (see below).
 BJ4279  ___________________________________________________________________
 BJ4279  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4279  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ4279
 BJ4279  HORZ ORDER  -  THIRD
 BJ4279
 BJ4279.The horizontal coordinates were established by classical geodetic methods
 BJ4279.and adjusted by the National Geodetic Survey in May 1994..
 BJ4279
 BJ4279 ** The orthometric height has not been validated since last determined
 BJ4279 ** by differential leveling and should not be used for control purposes.
 BJ4279 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4279 ** area with valid NAVD 88 orthometric heights.
 BJ4279 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4279 ** epoch indicated which incorporates improved geoid heights for the
 BJ4279 ** Southern Louisiana Subsidence area.
 BJ4279 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4279
 BJ4279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4279
 BJ4279.The geoid height was determined by GEOID03.
 BJ4279
 BJ4279;                    North         East     Units Scale Factor Converg.
 BJ4279;SPC LA S     -   167,926.085 1,125,760.966   MT  0.99992575   +0 39 06.6
 BJ4279;SPC LA S     -   550,937.50  3,693,434.10   sFT  0.99992575   +0 39 06.6
 BJ4279;UTM  15      - 3,323,445.812   786,519.719   MT  1.00061297   +1 29 11.6
 BJ4279;UTM  16      - 3,323,596.011   207,749.887   MT  1.00065391   -1 30 58.7
 BJ4279
 BJ4279                          SUPERSEDED SURVEY CONTROL
 BJ4279
 BJ4279  NAD 83(1992)-  30 00 30.66869(N)    090 01 46.88178(W) AD(       ) 4
 BJ4279  NAD 83(1986)-  30 00 30.68304(N)    090 01 46.87792(W) AD(       ) 4
 BJ4279  NAD 27      -  30 00 29.95636(N)    090 01 46.62501(W) AD(       ) 3
 BJ4279
 BJ4279.Superseded values are not recommended for survey control.
 BJ4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4279.See file dsdata.txt to determine how the superseded data were derived.
 BJ4279
 BJ4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8652023446(NAD 83)
 BJ4279_MARKER: 53 = ELEVATED TANK
 BJ4279
 BJ4279  HISTORY     - Date     Condition        Report By
 BJ4279  HISTORY     - 1972     FIRST OBSERVED   NGS
 BJ4279
 BJ4279                          STATION DESCRIPTION
 BJ4279
 BJ4279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4279'THE NEW ORLEANS, EQUITABLE EQUIPMENT COMPANY WATER TANK IS LOCATED IN
 BJ4279'THE EASTERN SECTION OF NEW ORLEANS AT THE INTERSECTION OF CHEF
 BJ4279'MENTEUR HIGHWAY AND FRANCE ROAD.  ON GROUNDS OF THE EQUITABLE
 BJ4279'EQUIPMENT COMPANY.
 BJ4279'
 BJ4279'IT IS A 4-LEGGED CHANNEL IRON STEEL STRUCTURE SUPPORTING THE TANK,
 BJ4279'PAINTED YELLOW WITH EQUITY INSIDE A DIAMOND ON THE SIDE AND HAS AN
 BJ4279'OVERALL HEIGHT OF APPROXIMATELY 115 FEET.
 BJ4279'
 BJ4279'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2667 ***********************************************************************
 AU2667  DESIGNATION -  NEW ORLEANS FALSTAFF BREW SIGN
 AU2667  PID         -  AU2667
 AU2667  STATE/COUNTY-  LA/ORLEANS
 AU2667  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2667
 AU2667                         *CURRENT SURVEY CONTROL
 AU2667  ___________________________________________________________________
 AU2667* NAD 83(1992)-  29 57 35.98520(N)    090 05 26.71770(W)     ADJUSTED  
 AU2667* NAVD 88     -                                                        
 AU2667  **This station is located in a subsidence area (see below).
 AU2667  ___________________________________________________________________
 AU2667  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AU2667  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2667
 AU2667  HORZ ORDER  -  THIRD
 AU2667
 AU2667.The horizontal coordinates were established by classical geodetic methods
 AU2667.and adjusted by the National Geodetic Survey in January 1993..
 AU2667
 AU2667 ** The orthometric height has not been validated since last determined
 AU2667 ** by differential leveling and should not be used for control purposes.
 AU2667 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2667 ** area with valid NAVD 88 orthometric heights.
 AU2667 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2667 ** epoch indicated which incorporates improved geoid heights for the
 AU2667 ** Southern Louisiana Subsidence area.
 AU2667 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2667
 AU2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2667
 AU2667.The geoid height was determined by GEOID03.
 AU2667
 AU2667;                    North         East     Units Scale Factor Converg.
 AU2667;SPC LA S     -   162,482.450 1,119,928.600   MT  0.99992600   +0 37 16.7
 AU2667;SPC LA S     -   533,077.84  3,674,299.08   sFT  0.99992600   +0 37 16.7
 AU2667;UTM  15      - 3,317,914.213   780,763.331   MT  1.00057268   +1 27 13.7
 AU2667
 AU2667                          SUPERSEDED SURVEY CONTROL
 AU2667
 AU2667  NAD 83(1986)-  29 57 35.99985(N)    090 05 26.71690(W) AD(       ) 4
 AU2667  NAD 27      -  29 57 35.26783(N)    090 05 26.45725(W) AD(       ) 3
 AU2667
 AU2667.Superseded values are not recommended for survey control.
 AU2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2667.See file dsdata.txt to determine how the superseded data were derived.
 AU2667
 AU2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8076317914(NAD 83)
 AU2667_MARKER: 68 = COMMERCIAL SIGN
 AU2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU2667+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 AU2667
 AU2667  HISTORY     - Date     Condition        Report By
 AU2667  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2667  HISTORY     - 1972     GOOD             NGS
 AU2667  HISTORY     - 19961214 GOOD             USPSQD
 AU2667  HISTORY     - 20030506 GOOD             USPSQD
 AU2667  HISTORY     - 20041204 GOOD             GEOCAC
 AU2667
 AU2667                          STATION DESCRIPTION
 AU2667
 AU2667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2667'THE NEW ORLEANS FALSTAFF BREWERY SIGN IS LOCATED AT THE
 AU2667'FALSTAFF BREWERY PLANT AT 2601 GRAVIER STREET IN DOWNTOWN
 AU2667'NEW ORLEANS.
 AU2667'
 AU2667'IT IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, WITH THE
 AU2667'LETTERS FALSTAFF ON ALL SIDES, A BALL IS LOCATED AT THE TOP.
 AU2667'
 AU2667'POINT INTERSECTED WAS THE RED LIGHT ATOP THE BALL.
 AU2667'
 AU2667'OVERALL HEIGHT IS APPROXIMATELY 400 FEET.
 AU2667
 AU2667                          STATION RECOVERY (1996)
 AU2667
 AU2667'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2667'RECOVERED IN GOOD CONDITION.
 AU2667
 AU2667                          STATION RECOVERY (2003)
 AU2667
 AU2667'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2667'RECOVERED IN GOOD CONDITION.
 AU2667
 AU2667                          STATION RECOVERY (2004)
 AU2667
 AU2667'RECOVERY NOTE BY GEOCACHING 2004 (WS)
 AU2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2731 ***********************************************************************
 AU2731  DESIGNATION -  NEW ORLEANS FIRE DEPT RAD MAST
 AU2731  PID         -  AU2731
 AU2731  STATE/COUNTY-  LA/ORLEANS
 AU2731  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2731
 AU2731                         *CURRENT SURVEY CONTROL
 AU2731  ___________________________________________________________________
 AU2731* NAD 83(1992)-  29 59 14.13495(N)    090 06 10.39400(W)     ADJUSTED  
 AU2731* NAVD 88     -                                                        
 AU2731  **This station is located in a subsidence area (see below).
 AU2731  ___________________________________________________________________
 AU2731  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2731  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU2731
 AU2731  HORZ ORDER  -  THIRD
 AU2731
 AU2731.The horizontal coordinates were established by classical geodetic methods
 AU2731.and adjusted by the National Geodetic Survey in January 1993..
 AU2731
 AU2731 ** The orthometric height has not been validated since last determined
 AU2731 ** by differential leveling and should not be used for control purposes.
 AU2731 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2731 ** area with valid NAVD 88 orthometric heights.
 AU2731 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2731 ** epoch indicated which incorporates improved geoid heights for the
 AU2731 ** Southern Louisiana Subsidence area.
 AU2731 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2731
 AU2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2731
 AU2731.The geoid height was determined by GEOID03.
 AU2731
 AU2731;                    North         East     Units Scale Factor Converg.
 AU2731;SPC LA S     -   165,491.665 1,118,725.235   MT  0.99992577   +0 36 54.9
 AU2731;SPC LA S     -   542,950.57  3,670,351.04   sFT  0.99992577   +0 36 54.9
 AU2731;UTM  15      - 3,320,907.535   779,515.538   MT  1.00056405   +1 26 56.2
 AU2731
 AU2731                          SUPERSEDED SURVEY CONTROL
 AU2731
 AU2731  NAD 83(1986)-  29 59 14.14969(N)    090 06 10.39280(W) AD(       ) 4
 AU2731  NAD 27      -  29 59 13.41887(N)    090 06 10.13343(W) AD(       ) 3
 AU2731
 AU2731.Superseded values are not recommended for survey control.
 AU2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2731.See file dsdata.txt to determine how the superseded data were derived.
 AU2731
 AU2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7951620908(NAD 83)
 AU2731_MARKER: 42 = RADIO/TV MAST
 AU2731
 AU2731  HISTORY     - Date     Condition        Report By
 AU2731  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2731
 AU2731                          STATION DESCRIPTION
 AU2731
 AU2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2731'THE NEW ORLEANS, RADIO STATION KKI 877 MAST IS LOCATED IN THE WEST
 AU2731'PART OF NEW ORLEANS, 0.1 MILE SOUTHWEST OF THE INTERSECTION OF
 AU2731'ORLEANS AVENUE AND NAVARRE STREET AND 0.1 MILE WEST OF THE WEST
 AU2731'EDGE OF CITY PARK.
 AU2731'
 AU2731'IT IS A TRIANGULAR IN CROSS-SECTION STEEL STRUCTURE, PAINTED
 AU2731'ALTERNATELY RED AND WHITE BY SECTION AND HAS AN OVERALL HEIGHT OF
 AU2731'149 FEET.
 AU2731'
 AU2731'IT IS OWNED BY THE CITY OF NEW ORLEANS AND OPERATED BY THE FIRE
 AU2731'DEPARTMENT.
 AU2731'
 AU2731'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2688 ***********************************************************************
 AU2688  DESIGNATION -  NEW ORLEANS FLA AVE INCIN STK
 AU2688  PID         -  AU2688
 AU2688  STATE/COUNTY-  LA/ORLEANS
 AU2688  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2688
 AU2688                         *CURRENT SURVEY CONTROL
 AU2688  ___________________________________________________________________
 AU2688* NAD 83(1992)-  29 59 10.60732(N)    090 03 26.21781(W)     ADJUSTED  
 AU2688* NAVD 88     -                                                        
 AU2688  **This station is located in a subsidence area (see below).
 AU2688  ___________________________________________________________________
 AU2688  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AU2688  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AU2688
 AU2688  HORZ ORDER  -  THIRD
 AU2688
 AU2688.The horizontal coordinates were established by classical geodetic methods
 AU2688.and adjusted by the National Geodetic Survey in January 1993..
 AU2688
 AU2688 ** The orthometric height has not been validated since last determined
 AU2688 ** by differential leveling and should not be used for control purposes.
 AU2688 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2688 ** area with valid NAVD 88 orthometric heights.
 AU2688 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2688 ** epoch indicated which incorporates improved geoid heights for the
 AU2688 ** Southern Louisiana Subsidence area.
 AU2688 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2688
 AU2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2688
 AU2688.The geoid height was determined by GEOID03.
 AU2688
 AU2688;                    North         East     Units Scale Factor Converg.
 AU2688;SPC LA S     -   165,431.182 1,123,126.625   MT  0.99992578   +0 38 16.9
 AU2688;SPC LA S     -   542,752.14  3,684,791.27   sFT  0.99992578   +0 38 16.9
 AU2688;UTM  15      - 3,320,911.103   783,920.219   MT  1.00059468   +1 28 18.2
 AU2688;UTM  16      - 3,321,200.767   205,021.052   MT  1.00067369   -1 31 44.8
 AU2688
 AU2688                          SUPERSEDED SURVEY CONTROL
 AU2688
 AU2688  NAD 83(1986)-  29 59 10.62156(N)    090 03 26.21667(W) AD(       ) 4
 AU2688  NAD 27      -  29 59 09.89245(N)    090 03 25.95711(W) AD(       ) 3
 AU2688
 AU2688.Superseded values are not recommended for survey control.
 AU2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2688.See file dsdata.txt to determine how the superseded data were derived.
 AU2688
 AU2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8392020911(NAD 83)
 AU2688_MARKER: 63 = STACK
 AU2688
 AU2688  HISTORY     - Date     Condition        Report By
 AU2688  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2688  HISTORY     - 1972     GOOD             NGS
 AU2688  HISTORY     - 19961226 GOOD             USPSQD
 AU2688
 AU2688                          STATION DESCRIPTION
 AU2688
 AU2688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2688'NO PREVIOUS DESCRIPTION AVAILABLE
 AU2688'
 AU2688'THE NEW ORLEANS, FLORIDA AVENUE INCINERATOR STACK IS LOCATED
 AU2688'IN THE EASTERN SECTION OF NEW ORLEANS AT 2801 MARIGNY.
 AU2688'
 AU2688'IT IS OF BRICK CONSTRUCTION, PAINTED ALTERNATE RED AND WHITE,
 AU2688'WITH A CAT-WALK AT THE TOP AND HAS AN OVERALL HEIGHT OF
 AU2688'APPROXIMATELY 150 FEET.
 AU2688'
 AU2688'POINT INTERSECTED WAS THE APPROXIMATE CENTER AT THE TOP.
 AU2688
 AU2688                          STATION RECOVERY (1996)
 AU2688
 AU2688'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4276 ***********************************************************************
 BJ4276  DESIGNATION -  NEW ORLEANS GORDON TRANSP MAST
 BJ4276  PID         -  BJ4276
 BJ4276  STATE/COUNTY-  LA/ORLEANS
 BJ4276  USGS QUAD   -  SPANISH FORT (1992)
 BJ4276
 BJ4276                         *CURRENT SURVEY CONTROL
 BJ4276  ___________________________________________________________________
 BJ4276* NAD 83(1992)-  30 00 05.81524(N)    090 01 59.77073(W)     ADJUSTED  
 BJ4276* NAVD 88     -                                                        
 BJ4276  **This station is located in a subsidence area (see below).
 BJ4276  ___________________________________________________________________
 BJ4276  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BJ4276  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BJ4276
 BJ4276  HORZ ORDER  -  THIRD
 BJ4276
 BJ4276.The horizontal coordinates were established by classical geodetic methods
 BJ4276.and adjusted by the National Geodetic Survey in May 1994..
 BJ4276
 BJ4276 ** The orthometric height has not been validated since last determined
 BJ4276 ** by differential leveling and should not be used for control purposes.
 BJ4276 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4276 ** area with valid NAVD 88 orthometric heights.
 BJ4276 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4276 ** epoch indicated which incorporates improved geoid heights for the
 BJ4276 ** Southern Louisiana Subsidence area.
 BJ4276 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4276
 BJ4276.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4276
 BJ4276.The geoid height was determined by GEOID03.
 BJ4276
 BJ4276;                    North         East     Units Scale Factor Converg.
 BJ4276;SPC LA S     -   167,156.971 1,125,424.272   MT  0.99992574   +0 39 00.2
 BJ4276;SPC LA S     -   548,414.16  3,692,329.47   sFT  0.99992574   +0 39 00.2
 BJ4276;UTM  15      - 3,322,671.345   786,194.040   MT  1.00061067   +1 29 04.0
 BJ4276;UTM  16      - 3,322,839.633   207,384.072   MT  1.00065655   -1 31 04.0
 BJ4276
 BJ4276                          SUPERSEDED SURVEY CONTROL
 BJ4276
 BJ4276  NAD 83(1992)-  30 00 05.81529(N)    090 01 59.77096(W) AD(       ) 4
 BJ4276  NAD 83(1986)-  30 00 05.82915(N)    090 01 59.76919(W) AD(       ) 4
 BJ4276  NAD 27      -  30 00 05.10124(N)    090 01 59.51547(W) AD(       ) 3
 BJ4276
 BJ4276.Superseded values are not recommended for survey control.
 BJ4276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4276.See file dsdata.txt to determine how the superseded data were derived.
 BJ4276
 BJ4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8619422671(NAD 83)
 BJ4276
 BJ4276  HISTORY     - Date     Condition        Report By
 BJ4276  HISTORY     - 1972     FIRST OBSERVED   NGS
 BJ4276
 BJ4276                          STATION DESCRIPTION
 BJ4276
 BJ4276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4276'THE NEW ORLEANS, GORDONS TRANSPORTS INCORPATION MAST IS LOCATED
 BJ4276'APPROXIMATELY 300 FEET SOUTHWEST OF THE INTERSECTION OF ALMONASTER
 BJ4276'AVENUE AND DESIRE PARKWAY AT THE LOADING PLATFORM OF THE GORDONS
 BJ4276'TRANSPORTS WAREHOUSE.
 BJ4276'
 BJ4276'IT IS A TRIANGULAR IN CROSS-SECTION STEEL STRUCTURE, GUYED, PAINTED
 BJ4276'ALTERNATELY RED AND WHITE BY SECTIONS AND HAS AN OVERALL HEIGHT OF
 BJ4276'170 FEET.
 BJ4276'
 BJ4276'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4258 ***********************************************************************
 BJ4258  DESIGNATION -  NEW ORLEANS HIGGINS CORP TANK
 BJ4258  PID         -  BJ4258
 BJ4258  STATE/COUNTY-  LA/ORLEANS
 BJ4258  USGS QUAD   -  SPANISH FORT (1992)
 BJ4258
 BJ4258                         *CURRENT SURVEY CONTROL
 BJ4258  ___________________________________________________________________
 BJ4258* NAD 83(1992)-  30 00 30.66848(N)    090 01 46.84865(W)     ADJUSTED  
 BJ4258* NAVD 88     -                                                        
 BJ4258  **This station is located in a subsidence area (see below).
 BJ4258  ___________________________________________________________________
 BJ4258  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4258  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ4258
 BJ4258  HORZ ORDER  -  THIRD
 BJ4258
 BJ4258.The horizontal coordinates were established by classical geodetic methods
 BJ4258.and adjusted by the National Geodetic Survey in May 1994..
 BJ4258
 BJ4258 ** The orthometric height has not been validated since last determined
 BJ4258 ** by differential leveling and should not be used for control purposes.
 BJ4258 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4258 ** area with valid NAVD 88 orthometric heights.
 BJ4258 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4258 ** epoch indicated which incorporates improved geoid heights for the
 BJ4258 ** Southern Louisiana Subsidence area.
 BJ4258 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4258
 BJ4258.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4258
 BJ4258.The geoid height was determined by GEOID03.
 BJ4258
 BJ4258;                    North         East     Units Scale Factor Converg.
 BJ4258;SPC LA S     -   167,926.090 1,125,761.847   MT  0.99992575   +0 39 06.6
 BJ4258;SPC LA S     -   550,937.51  3,693,436.99   sFT  0.99992575   +0 39 06.6
 BJ4258;UTM  15      - 3,323,445.829   786,520.601   MT  1.00061298   +1 29 11.6
 BJ4258;UTM  16      - 3,323,595.982   207,750.768   MT  1.00065390   -1 30 58.7
 BJ4258
 BJ4258                          SUPERSEDED SURVEY CONTROL
 BJ4258
 BJ4258  NAD 83(1992)-  30 00 30.66838(N)    090 01 46.84787(W) AD(       ) 4
 BJ4258  NAD 83(1986)-  30 00 30.68298(N)    090 01 46.84861(W) AD(       ) 4
 BJ4258  NAD 27      -  30 00 29.95750(N)    090 01 46.56964(W) AD(       ) 3
 BJ4258
 BJ4258.Superseded values are not recommended for survey control.
 BJ4258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4258.See file dsdata.txt to determine how the superseded data were derived.
 BJ4258
 BJ4258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8652123446(NAD 83)
 BJ4258_MARKER: 53 = ELEVATED TANK
 BJ4258
 BJ4258  HISTORY     - Date     Condition        Report By
 BJ4258  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4258  HISTORY     - 1976     GOOD             NGS
 BJ4258
 BJ4258                          STATION DESCRIPTION
 BJ4258
 BJ4258'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4258'THE STATION IS LOCATED IN THE NORTHEAST PART OF NEW ORLEANS, 0.1
 BJ4258'MILE WEST OF THE INNER HARBOR NAVAGATION CANAL AND 200 FEET
 BJ4258'NORTH OF THE CENTER OF U.S. HIGHWAY 90.  IT IS A 6-LEGGED
 BJ4258'STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE TANK IS PAINTED
 BJ4258'GREEN AND HAS AN OVERALL HEIGHT OF 120 FEET.  THE BALL AT THE
 BJ4258'APEX WAS THE POINT OBSERVED UPON.
 BJ4258
 BJ4258                          STATION RECOVERY (1976)
 BJ4258
 BJ4258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 BJ4258'RECOVERED AS DESCRIBED WITH FOLLOWING NOTATION--THE TANK IS NOW
 BJ4258'PAINTED WHITE WITH THE WORD EQUITY PAINTED ON ITS SIDES.
 BJ4258'
 BJ4258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NEW ORLEANS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2661 ***********************************************************************
 AU2661  DESIGNATION -  NEW ORLEANS ILL CENTRAL RR TK
 AU2661  PID         -  AU2661
 AU2661  STATE/COUNTY-  LA/ORLEANS
 AU2661  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2661
 AU2661                         *CURRENT SURVEY CONTROL
 AU2661  ___________________________________________________________________
 AU2661* NAD 83(1992)-  29 54 56.00462(N)    090 05 35.94083(W)     ADJUSTED  
 AU2661* NAVD 88     -                                                        
 AU2661  **This station is located in a subsidence area (see below).
 AU2661  ___________________________________________________________________
 AU2661  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2661  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2661
 AU2661  HORZ ORDER  -  THIRD
 AU2661
 AU2661.The horizontal coordinates were established by classical geodetic methods
 AU2661.and adjusted by the National Geodetic Survey in January 1993..
 AU2661
 AU2661 ** The orthometric height has not been validated since last determined
 AU2661 ** by differential leveling and should not be used for control purposes.
 AU2661 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2661 ** area with valid NAVD 88 orthometric heights.
 AU2661 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2661 ** epoch indicated which incorporates improved geoid heights for the
 AU2661 ** Southern Louisiana Subsidence area.
 AU2661 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2661
 AU2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2661
 AU2661.The geoid height was determined by GEOID03.
 AU2661
 AU2661;                    North         East     Units Scale Factor Converg.
 AU2661;SPC LA S     -   157,554.292 1,119,734.641   MT  0.99992685   +0 37 12.1
 AU2661;SPC LA S     -   516,909.37  3,673,662.73   sFT  0.99992685   +0 37 12.1
 AU2661;UTM  15      - 3,312,980.574   780,640.833   MT  1.00057184   +1 27 02.1
 AU2661
 AU2661                          SUPERSEDED SURVEY CONTROL
 AU2661
 AU2661  NAD 83(1986)-  29 54 56.01959(N)    090 05 35.94088(W) AD(       ) 4
 AU2661  NAD 27      -  29 54 55.28066(N)    090 05 35.67756(W) AD(       ) 3
 AU2661
 AU2661.Superseded values are not recommended for survey control.
 AU2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2661.See file dsdata.txt to determine how the superseded data were derived.
 AU2661
 AU2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8064112981(NAD 83)
 AU2661_MARKER: 53 = ELEVATED TANK
 AU2661
 AU2661  HISTORY     - Date     Condition        Report By
 AU2661  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2661
 AU2661                          STATION DESCRIPTION
 AU2661
 AU2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2661'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS
 AU2661'A 4 LEGGED SELF SUPPORTED WATER TANK PAINTED SILVER WITH
 AU2661'THE LEGEND ILLINOIS CENTRAL PAINTED IN BLACK LETTERS ON
 AU2661'THE NORTH AND SOUTH SIDE.  THE OVERALL HEIGHT IS ABOUT 125
 AU2661'FEET.
 AU2661'
 AU2661'LOCATED SOUTH OF THE JUNCTION OF GENERAL TAYLOR AND TCHOUPITOULAS
 AU2661'STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2697 ***********************************************************************
 AU2697  DESIGNATION -  NEW ORLEANS IN HBR W BK HI TR
 AU2697  PID         -  AU2697
 AU2697  STATE/COUNTY-  LA/ORLEANS
 AU2697  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2697
 AU2697                         *CURRENT SURVEY CONTROL
 AU2697  ___________________________________________________________________
 AU2697* NAD 83(1992)-  29 59 43.44685(N)    090 01 06.19509(W)     ADJUSTED  
 AU2697* NAVD 88     -                                                        
 AU2697  **This station is located in a subsidence area (see below).
 AU2697  ___________________________________________________________________
 AU2697  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AU2697  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AU2697
 AU2697  HORZ ORDER  -  THIRD
 AU2697
 AU2697.The horizontal coordinates were established by classical geodetic methods
 AU2697.and adjusted by the National Geodetic Survey in January 1993..
 AU2697
 AU2697 ** The orthometric height has not been validated since last determined
 AU2697 ** by differential leveling and should not be used for control purposes.
 AU2697 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2697 ** area with valid NAVD 88 orthometric heights.
 AU2697 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2697 ** epoch indicated which incorporates improved geoid heights for the
 AU2697 ** Southern Louisiana Subsidence area.
 AU2697 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2697
 AU2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2697
 AU2697.The geoid height was determined by GEOID03.
 AU2697
 AU2697;                    North         East     Units Scale Factor Converg.
 AU2697;SPC LA S     -   166,484.675 1,126,867.873   MT  0.99992575   +0 39 27.0
 AU2697;SPC LA S     -   546,208.47  3,697,065.68   sFT  0.99992575   +0 39 27.0
 AU2697;UTM  15      - 3,322,019.690   787,648.279   MT  1.00062097   +1 29 29.8
 AU2697;UTM  16      - 3,322,112.688   208,802.239   MT  1.00064633   -1 30 36.2
 AU2697
 AU2697                          SUPERSEDED SURVEY CONTROL
 AU2697
 AU2697  NAD 83(1986)-  29 59 43.46106(N)    090 01 06.19335(W) AD(       ) 4
 AU2697  NAD 27      -  29 59 42.72846(N)    090 01 05.94125(W) AD(       ) 3
 AU2697
 AU2697.Superseded values are not recommended for survey control.
 AU2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2697.See file dsdata.txt to determine how the superseded data were derived.
 AU2697
 AU2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8764822020(NAD 83)
 AU2697_MARKER: 55 = TOWER
 AU2697
 AU2697  HISTORY     - Date     Condition        Report By
 AU2697  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2697  HISTORY     - 1972     GOOD             NGS
 AU2697
 AU2697                          STATION DESCRIPTION
 AU2697
 AU2697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2697'THE STATION IS THE LIGHT AT THE TOP OF THE TOWER.  DUE TO NO
 AU2697'PREVIOUS DESCRIPTION AVAILABLE A NEW DESCRIPTION FOLLOWS.
 AU2697'
 AU2697'THE TOWER IS A 4 LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED
 AU2697'RED AND WHITE IN ALTERNATE SECTIONS.  IT IS ABOUT 300 FEET IN
 AU2697'HEIGHT.
 AU2697'
 AU2697'THE STATION IS LOCATED ON THE WEST BANK OF THE INNER HARBOR
 AU2697'NAVIGATION CANAL NEAR THE JUNCTION OF THE MISSISSIPPI RIVER
 AU2697'GULF OUTLET-INTRACOASTAL WATERWAYS AND THE INNER HARBOR NAVIGATION
 AU2697'CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2699 ***********************************************************************
 AU2699  DESIGNATION -  NEW ORLEANS IN HBR E BK HI TR
 AU2699  PID         -  AU2699
 AU2699  STATE/COUNTY-  LA/ORLEANS
 AU2699  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2699
 AU2699                         *CURRENT SURVEY CONTROL
 AU2699  ___________________________________________________________________
 AU2699* NAD 83(1992)-  29 59 21.93276(N)    090 01 00.86031(W)     ADJUSTED  
 AU2699* NAVD 88     -                                                        
 AU2699  **This station is located in a subsidence area (see below).
 AU2699  ___________________________________________________________________
 AU2699  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AU2699  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU2699
 AU2699  HORZ ORDER  -  THIRD
 AU2699
 AU2699.The horizontal coordinates were established by classical geodetic methods
 AU2699.and adjusted by the National Geodetic Survey in January 1993..
 AU2699
 AU2699 ** The orthometric height has not been validated since last determined
 AU2699 ** by differential leveling and should not be used for control purposes.
 AU2699 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2699 ** area with valid NAVD 88 orthometric heights.
 AU2699 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2699 ** epoch indicated which incorporates improved geoid heights for the
 AU2699 ** Southern Louisiana Subsidence area.
 AU2699 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2699
 AU2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2699
 AU2699.The geoid height was determined by GEOID03.
 AU2699
 AU2699;                    North         East     Units Scale Factor Converg.
 AU2699;SPC LA S     -   165,823.941 1,127,018.451   MT  0.99992576   +0 39 29.6
 AU2699;SPC LA S     -   544,040.71  3,697,559.70   sFT  0.99992576   +0 39 29.6
 AU2699;UTM  15      - 3,321,360.760   787,808.570   MT  1.00062211   +1 29 31.5
 AU2699;UTM  16      - 3,321,446.253   208,927.811   MT  1.00064543   -1 30 32.5
 AU2699
 AU2699                          SUPERSEDED SURVEY CONTROL
 AU2699
 AU2699  NAD 83(1986)-  29 59 21.94645(N)    090 01 00.85881(W) AD(       ) 4
 AU2699  NAD 27      -  29 59 21.21601(N)    090 01 00.60533(W) AD(       ) 3
 AU2699
 AU2699.Superseded values are not recommended for survey control.
 AU2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2699.See file dsdata.txt to determine how the superseded data were derived.
 AU2699
 AU2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8780921361(NAD 83)
 AU2699_MARKER: 55 = TOWER
 AU2699
 AU2699  HISTORY     - Date     Condition        Report By
 AU2699  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2699  HISTORY     - 1972     GOOD             NGS
 AU2699
 AU2699                          STATION DESCRIPTION
 AU2699
 AU2699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2699'THE STATION IS THE LIGHT AT THE TOP OF TOWER.  DUE TO NO
 AU2699'PREVIOUS DESCRIPTION AVAILABLE A NEW DESCRIPTION FOLLOWS.
 AU2699'
 AU2699'THE TOWER IS A 4 LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED
 AU2699'RED AND WHITE IN ALTERNATE SECTIONS.  HEIGHT IS APPROXIMATELY
 AU2699'300 FEET.
 AU2699'
 AU2699'THE STATION IS LOCATED ON THE EAST BANK OF THE INNER HARBOR
 AU2699'NAVIGATION CANAL NEAR THE JUNCTION OF THE MISSISSIPPI RIVER
 AU2699'GULF OUTLET-INTRACOASTAL WATERWAYS AND THE INNER HARBOR
 AU2699'NAVIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2859 ***********************************************************************
 AU2859  DESIGNATION -  NEW ORLEANS INTL APT AP STA B3
 AU2859  PID         -  AU2859
 AU2859  STATE/COUNTY-  LA/JEFFERSON
 AU2859  USGS QUAD   -  LULING (1992)
 AU2859
 AU2859                         *CURRENT SURVEY CONTROL
 AU2859  ___________________________________________________________________
 AU2859* NAD 83(1992)-  29 59 21.85753(N)    090 15 01.07281(W)     ADJUSTED  
 AU2859* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AU2859  **This station is located in a subsidence area (see below).
 AU2859  ___________________________________________________________________
 AU2859  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2859  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AU2859
 AU2859  HORZ ORDER  -  SECOND
 AU2859
 AU2859.This mark is at New Orleans Intl Moisant Fld Airport (MSY)
 AU2859
 AU2859.The horizontal coordinates were established by classical geodetic methods
 AU2859.and adjusted by the National Geodetic Survey in January 1993..
 AU2859
 AU2859 ** The orthometric height has not been validated since last determined
 AU2859 ** by differential leveling and should not be used for control purposes.
 AU2859 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2859 ** area with valid NAVD 88 orthometric heights.
 AU2859 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2859 ** epoch indicated which incorporates improved geoid heights for the
 AU2859 ** Southern Louisiana Subsidence area.
 AU2859 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2859
 AU2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2859
 AU2859.The geoid height was determined by GEOID03.
 AU2859
 AU2859;                    North         East     Units Scale Factor Converg.
 AU2859;SPC LA S     -   165,585.849 1,104,499.835   MT  0.99992576   +0 32 29.5
 AU2859;SPC LA S     -   543,259.57  3,623,679.88   sFT  0.99992576   +0 32 29.5
 AU2859;UTM  15      - 3,320,794.661   765,281.880   MT  1.00046835   +1 22 30.8
 AU2859
 AU2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2859!SPC LA S     -   1.00000406  x   0.99992576  =   0.99992982
 AU2859!UTM  15      -   1.00000406  x   1.00046835  =   1.00047241
 AU2859
 AU2859                          SUPERSEDED SURVEY CONTROL
 AU2859
 AU2859  NAD 83(1986)-  29 59 21.87350(N)    090 15 01.07172(W) AD(       ) 2
 AU2859  NAD 27      -  29 59 21.14127(N)    090 15 00.79484(W) AD(       ) 2
 AU2859  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 AU2859
 AU2859.Superseded values are not recommended for survey control.
 AU2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2859.See file dsdata.txt to determine how the superseded data were derived.
 AU2859
 AU2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6528220795(NAD 83)
 AU2859_MARKER: DT = TOPOGRAPHIC STATION DISK
 AU2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2859_STAMPING: AP 1969 STA B3 MSY
 AU2859_MARK LOGO: CGS   
 AU2859_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2859
 AU2859  HISTORY     - Date     Condition        Report By
 AU2859  HISTORY     - 1969     MONUMENTED       CGS
 AU2859  HISTORY     - 1972     GOOD             NGS
 AU2859  HISTORY     - 19920615 GOOD             NGS
 AU2859
 AU2859                          STATION DESCRIPTION
 AU2859
 AU2859'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMR)
 AU2859'LOCATED AT NEW ORLEANS INTERNATIONAL AIRPORT, NEAR THE APPROACH TO
 AU2859'RUNWAY END 28.  IN THE NW QUADRANT OF THE INTERSECTION OF RUNWAYS
 AU2859'1-19 AND 10-28.  245.95 FEET NORTHWEST OF THE CENTERLINE END OF
 AU2859'RUNWAY 28.  136.0 FEET WEST OF THE CENTERLINE OF RUNWAY 1-19.  124.6
 AU2859'FEET NORTH OF THE CENTERLINE OF RUNWAY 10-28.  83.3 FEET SW OF THE
 AU2859'FIRST RUNWAY LIGHT NORTH OF THE INTERSECTION AND 43.7 FEET
 AU2859'NORTHEAST OF THE FIRST RUNWAY LIGHT WEST OF THE INTERSECTION.  A
 AU2859'TOPOGRAPHIC STATION DISK STAMPED AP 1969 STA. B3 MSY SET IN THE
 AU2859'TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 AU2859
 AU2859                          STATION RECOVERY (1972)
 AU2859
 AU2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2859'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE 1969
 AU2859'DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 AU2859'
 AU2859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KENNER.
 AU2859
 AU2859                          STATION RECOVERY (1992)
 AU2859
 AU2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AU2859'THE STATION IS LOCATED IN THE NW QUADRANT OF THE INTERSECTION OF
 AU2859'RUNWAYS 1-19 AND 10-28.  THE STATION IS LOCATED 136.0 FT (41.5 M) WEST
 AU2859'OF THE CENTERLINE OF RUNWAY 1-19, 124.6 FT (38.0 M) NORTH OF THE
 AU2859'CENTERLINE OF RUNWAY 10-28, 79.1 FT (24.1 M) SOUTHWEST OF THE FIRST
 AU2859'RUNWAY LIGHT NORTH OF THE INTERSECTION, 54.1 FT (16.5 M) NORTHEAST OF
 AU2859'THE FIRST RUNWAY LIGHT WEST OF THE INTERSECTION, 25.5 FT (7.8 M)
 AU2859'NORTH-NORTHEAST OF A SMALL FLAG BASE.  THE STATION IS A STANDARD
 AU2859'TOPOGRAPHIC DISK STAMPED AP 1969 STA B3 MSY, AND SET IN THE TOP OF A
 AU2859'CONCRETE POST THAT IS 0.1 FT (3.0 CM) BELOW THE GROUND.  GEODESY
 AU2859'ADJUSTED 1976 G15799.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2863 ***********************************************************************
 AU2863  DESIGNATION -  NEW ORLEANS INTL APT CONTR TR
 AU2863  PID         -  AU2863
 AU2863  STATE/COUNTY-  LA/JEFFERSON
 AU2863  USGS QUAD   -  LULING (1992)
 AU2863
 AU2863                         *CURRENT SURVEY CONTROL
 AU2863  ___________________________________________________________________
 AU2863* NAD 83(1992)-  29 59 12.25825(N)    090 15 21.65953(W)     ADJUSTED  
 AU2863* NAVD 88     -                                                        
 AU2863  **This station is located in a subsidence area (see below).
 AU2863  ___________________________________________________________________
 AU2863  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2863  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AU2863
 AU2863  HORZ ORDER  -  THIRD
 AU2863
 AU2863.This mark is at New Orleans Intl Moisant Fld Airport (MSY)
 AU2863
 AU2863.The horizontal coordinates were established by classical geodetic methods
 AU2863.and adjusted by the National Geodetic Survey in January 1993..
 AU2863
 AU2863 ** The orthometric height has not been validated since last determined
 AU2863 ** by differential leveling and should not be used for control purposes.
 AU2863 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2863 ** area with valid NAVD 88 orthometric heights.
 AU2863 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2863 ** epoch indicated which incorporates improved geoid heights for the
 AU2863 ** Southern Louisiana Subsidence area.
 AU2863 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2863
 AU2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2863
 AU2863.The geoid height was determined by GEOID03.
 AU2863
 AU2863;                    North         East     Units Scale Factor Converg.
 AU2863;SPC LA S     -   165,285.099 1,103,950.861   MT  0.99992577   +0 32 19.2
 AU2863;SPC LA S     -   542,272.86  3,621,878.78   sFT  0.99992577   +0 32 19.2
 AU2863;UTM  15      - 3,320,485.789   764,737.045   MT  1.00046479   +1 22 20.1
 AU2863
 AU2863                          SUPERSEDED SURVEY CONTROL
 AU2863
 AU2863  NAD 83(1986)-  29 59 12.27435(N)    090 15 21.65849(W) AD(       ) 4
 AU2863  NAD 27      -  29 59 11.54137(N)    090 15 21.38126(W) AD(       ) 3
 AU2863
 AU2863.Superseded values are not recommended for survey control.
 AU2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2863.See file dsdata.txt to determine how the superseded data were derived.
 AU2863
 AU2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6473720486(NAD 83)
 AU2863_MARKER: 58 = CONTROL TOWER
 AU2863
 AU2863  HISTORY     - Date     Condition        Report By
 AU2863  HISTORY     - 1959     FIRST OBSERVED   NGS
 AU2863  HISTORY     - 19920615 GOOD             NGS
 AU2863  HISTORY     - 19950120 GOOD             USPSQD
 AU2863
 AU2863                          STATION DESCRIPTION
 AU2863
 AU2863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 (JCA)
 AU2863'THE STATION IS THE CENTER OF THE BEACON LIGHT AT THE TOP OF THE NEW
 AU2863'ORLEANS INTERNATIONAL AIRPORT CONTROL TOWER IN KENNER ON US HIGHWAY
 AU2863'61.  IT IS APPROXIMATE 175 FEET IN HEIGHT.
 AU2863
 AU2863                          STATION RECOVERY (1992)
 AU2863
 AU2863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AU2863'LOCATED AT THE NEW ORLEANS INTL AIRPORT, ON THE TOP CENTER OF THE
 AU2863'CONTROL TOWER.  THE CONTROL TOWER IS LOCATED ABOUT MIDWAY OF THE NORTH
 AU2863'CONCOURSE.  THE BEACON IS A STANDARD REVOLVING GREEN AND WHITE LIGHT.
 AU2863'GEODESY ADJUSTED POSITION 1976 G-15799
 AU2863
 AU2863                          STATION RECOVERY (1995)
 AU2863
 AU2863'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2664 ***********************************************************************
 AU2664  DESIGNATION -  NEW ORLEANS KKC 626 SHORT MAST
 AU2664  PID         -  AU2664
 AU2664  STATE/COUNTY-  LA/ORLEANS
 AU2664  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2664
 AU2664                         *CURRENT SURVEY CONTROL
 AU2664  ___________________________________________________________________
 AU2664* NAD 83(1992)-  29 57 42.79711(N)    090 05 30.96296(W)     ADJUSTED  
 AU2664* NAVD 88     -                                                        
 AU2664  **This station is located in a subsidence area (see below).
 AU2664  ___________________________________________________________________
 AU2664  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AU2664  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2664
 AU2664  HORZ ORDER  -  THIRD
 AU2664
 AU2664.The horizontal coordinates were established by classical geodetic methods
 AU2664.and adjusted by the National Geodetic Survey in January 1993..
 AU2664
 AU2664 ** The orthometric height has not been validated since last determined
 AU2664 ** by differential leveling and should not be used for control purposes.
 AU2664 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2664 ** area with valid NAVD 88 orthometric heights.
 AU2664 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2664 ** epoch indicated which incorporates improved geoid heights for the
 AU2664 ** Southern Louisiana Subsidence area.
 AU2664 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2664
 AU2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2664
 AU2664.The geoid height was determined by GEOID03.
 AU2664
 AU2664;                    North         East     Units Scale Factor Converg.
 AU2664;SPC LA S     -   162,690.942 1,119,812.517   MT  0.99992597   +0 37 14.6
 AU2664;SPC LA S     -   533,761.87  3,673,918.23   sFT  0.99992597   +0 37 14.6
 AU2664;UTM  15      - 3,318,121.130   780,644.154   MT  1.00057186   +1 27 11.9
 AU2664
 AU2664                          SUPERSEDED SURVEY CONTROL
 AU2664
 AU2664  NAD 83(1986)-  29 57 42.81197(N)    090 05 30.96215(W) AD(       ) 4
 AU2664  NAD 27      -  29 57 42.08046(N)    090 05 30.70358(W) AD(       ) 3
 AU2664
 AU2664.Superseded values are not recommended for survey control.
 AU2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2664.See file dsdata.txt to determine how the superseded data were derived.
 AU2664
 AU2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8064418121(NAD 83)
 AU2664_MARKER: 42 = RADIO/TV MAST
 AU2664
 AU2664  HISTORY     - Date     Condition        Report By
 AU2664  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2664
 AU2664                          STATION DESCRIPTION
 AU2664
 AU2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2664'THE STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF THE
 AU2664'MAST.  IT IS A SLENDER GUYED STEEL MAST PAINTED IN ALTERNATE
 AU2664'SECTIONS OF ORANGE AND WHITE WITH A RED LIGHT AT THE TOP.  IT
 AU2664'IS THE SHORTER OF TWO MASTS ATOP THE CRIMINAL COURT BUILDING.
 AU2664'THE OVERALL HEIGHT IS ABOUT 165 FEET.
 AU2664'
 AU2664'LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH
 AU2664'BROAD AND TULANE AVENUES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2665 ***********************************************************************
 AU2665  DESIGNATION -  NEW ORLEANS KKC 626 TALL MAST
 AU2665  PID         -  AU2665
 AU2665  STATE/COUNTY-  LA/ORLEANS
 AU2665  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2665
 AU2665                         *CURRENT SURVEY CONTROL
 AU2665  ___________________________________________________________________
 AU2665* NAD 83(1992)-  29 57 42.34101(N)    090 05 29.96097(W)     ADJUSTED  
 AU2665* NAVD 88     -                                                        
 AU2665  **This station is located in a subsidence area (see below).
 AU2665  ___________________________________________________________________
 AU2665  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU2665  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2665
 AU2665  HORZ ORDER  -  THIRD
 AU2665
 AU2665.The horizontal coordinates were established by classical geodetic methods
 AU2665.and adjusted by the National Geodetic Survey in January 1993..
 AU2665
 AU2665 ** The orthometric height has not been validated since last determined
 AU2665 ** by differential leveling and should not be used for control purposes.
 AU2665 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2665 ** area with valid NAVD 88 orthometric heights.
 AU2665 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2665 ** epoch indicated which incorporates improved geoid heights for the
 AU2665 ** Southern Louisiana Subsidence area.
 AU2665 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2665
 AU2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2665
 AU2665.The geoid height was determined by GEOID03.
 AU2665
 AU2665;                    North         East     Units Scale Factor Converg.
 AU2665;SPC LA S     -   162,677.191 1,119,839.531   MT  0.99992598   +0 37 15.1
 AU2665;SPC LA S     -   533,716.75  3,674,006.86   sFT  0.99992598   +0 37 15.1
 AU2665;UTM  15      - 3,318,107.764   780,671.382   MT  1.00057205   +1 27 12.4
 AU2665
 AU2665                          SUPERSEDED SURVEY CONTROL
 AU2665
 AU2665  NAD 83(1986)-  29 57 42.35629(N)    090 05 29.95989(W) AD(       ) 4
 AU2665  NAD 27      -  29 57 41.62481(N)    090 05 29.70212(W) AD(       ) 3
 AU2665
 AU2665.Superseded values are not recommended for survey control.
 AU2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2665.See file dsdata.txt to determine how the superseded data were derived.
 AU2665
 AU2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8067118108(NAD 83)
 AU2665_MARKER: 42 = RADIO/TV MAST
 AU2665
 AU2665  HISTORY     - Date     Condition        Report By
 AU2665  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2665
 AU2665                          STATION DESCRIPTION
 AU2665
 AU2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2665'THE STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF THE
 AU2665'MAST.  IT IS A SLENDER GUYED STEEL MAST PAINTED IN ALTERNATE
 AU2665'SECTIONS OF ORANGE AND WHITE WITH A RED LIGHT AT THE TOP.  IT
 AU2665'IS THE TALLER OF TWO MASTS ATOP THE CRIMINAL COURT BUILDING.
 AU2665'THE OVERALL HEIGHT IS ABOUT 190 FEET.
 AU2665'
 AU2665'LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH
 AU2665'BROAD AND TULANE AVENUES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4268 ***********************************************************************
 BJ4268  DESIGNATION -  NEW ORLEANS LAKEFRONT APT TWR
 BJ4268  PID         -  BJ4268
 BJ4268  STATE/COUNTY-  LA/ORLEANS
 BJ4268  USGS QUAD   -  SPANISH FORT (1992)
 BJ4268
 BJ4268                         *CURRENT SURVEY CONTROL
 BJ4268  ___________________________________________________________________
 BJ4268* NAD 83(1992)-  30 02 09.77696(N)    090 01 32.38013(W)     ADJUSTED  
 BJ4268* NAVD 88     -                                                        
 BJ4268  **This station is located in a subsidence area (see below).
 BJ4268  ___________________________________________________________________
 BJ4268  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4268  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BJ4268
 BJ4268  HORZ ORDER  -  THIRD
 BJ4268
 BJ4268.This mark is at Lakefront Airport (NEW)
 BJ4268
 BJ4268.The horizontal coordinates were established by classical geodetic methods
 BJ4268.and adjusted by the National Geodetic Survey in May 1994..
 BJ4268
 BJ4268 ** The orthometric height has not been validated since last determined
 BJ4268 ** by differential leveling and should not be used for control purposes.
 BJ4268 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4268 ** area with valid NAVD 88 orthometric heights.
 BJ4268 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4268 ** epoch indicated which incorporates improved geoid heights for the
 BJ4268 ** Southern Louisiana Subsidence area.
 BJ4268 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4268
 BJ4268.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4268
 BJ4268.The geoid height was determined by GEOID03.
 BJ4268
 BJ4268;                    North         East     Units Scale Factor Converg.
 BJ4268;SPC LA S     -   170,981.875 1,126,114.718   MT  0.99992593   +0 39 13.9
 BJ4268;SPC LA S     -   560,963.03  3,694,594.70   sFT  0.99992593   +0 39 13.9
 BJ4268;UTM  15      - 3,326,508.541   786,829.097   MT  1.00061516   +1 29 23.3
 BJ4268;UTM  16      - 3,326,638.433   208,219.368   MT  1.00065052   -1 30 56.0
 BJ4268
 BJ4268                          SUPERSEDED SURVEY CONTROL
 BJ4268
 BJ4268  NAD 83(1992)-  30 02 09.77706(N)    090 01 32.37983(W) AD(       ) 4
 BJ4268  NAD 83(1986)-  30 02 09.79109(N)    090 01 32.37779(W) AD(       ) 4
 BJ4268  NAD 27      -  30 02 09.06753(N)    090 01 32.12563(W) AD(       ) 3
 BJ4268
 BJ4268.Superseded values are not recommended for survey control.
 BJ4268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4268.See file dsdata.txt to determine how the superseded data were derived.
 BJ4268
 BJ4268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8682926509(NAD 83)
 BJ4268_MARKER: 87 = DOME
 BJ4268
 BJ4268  HISTORY     - Date     Condition        Report By
 BJ4268  HISTORY     - 1934     FIRST OBSERVED   CGS
 BJ4268  HISTORY     - 1946     GOOD             CGS
 BJ4268  HISTORY     - 1953     GOOD             CGS
 BJ4268  HISTORY     - 1954     GOOD             CGS
 BJ4268  HISTORY     - 1972     GOOD             NGS
 BJ4268
 BJ4268                          STATION DESCRIPTION
 BJ4268
 BJ4268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BJ4268'STATION IS THE FINIAL ON DOME OF THE ADMINISTRATION BUILDING
 BJ4268'AT SHUSHAN AIRPORT.  IT IS APPROXIMATELY 40 FEET HIGH.
 BJ4268
 BJ4268                          STATION RECOVERY (1946)
 BJ4268
 BJ4268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ4268'RECOVERED IN EXCELLENT CONDITION.  THE AIRPORT IS NOW KNOWN
 BJ4268'AS NEW ORLEANS AIRPORT.  THE DOME IS ACTUALLY THE CONTROL
 BJ4268'TOWER AND THE CENTER-APEX OF ROOF HAS AN IRON POLE RATHER
 BJ4268'THAN A FINIAL.  THE DESCRIPTION SHOULD BE CHANGED TO READ--
 BJ4268'
 BJ4268'APPROXIMATELY 8 MILES NE OF NEW ORLEANS, ON THE SHORE OF
 BJ4268'LAKE PONTCHARTRAIN, AT THE NEW ORLEANS AIRPORT.  THE STATION
 BJ4268'IS THE STEEL POLE AT THE CENTER-APEX OF THE ROOF OF THE
 BJ4268'CONTROL TOWER.  THE TOWER IS ABOUT 40 FEET HIGH AND IS LOCATED
 BJ4268'AT THE FRONT (N) CENTER OF THE ADMINISTRATION.
 BJ4268
 BJ4268                          STATION RECOVERY (1953)
 BJ4268
 BJ4268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ALP)
 BJ4268'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO AIRPORT
 BJ4268'AND CAA PERSONNEL THE DOME IS THE SAME AS CONSTRUCTED IN
 BJ4268'1932.  RECOVERY NOTE OF 1946 BY H.J.B. IS ADEQUATE AND COMPLETE.
 BJ4268
 BJ4268                          STATION RECOVERY (1954)
 BJ4268
 BJ4268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4268'THE SHUSHAN AIRPORT IS NOW NAMED THE NEW ORLEANS AIRPORT.
 BJ4268'
 BJ4268'THE RECOVERY NOTE BY H.J.B. IN 1946 IS ADEQUATE.
 BJ4268
 BJ4268                          STATION RECOVERY (1972)
 BJ4268
 BJ4268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4268'THE STATION IS THE LIGHT IN THE TOP OF THE CONTROL TOWER
 BJ4268'LOCATED AT THE LAKEFRONT AIRPORT IN THE NORTHEAST PART OF
 BJ4268'NEW ORLEANS ON THE SOUTH SHORE OF LAKE PONTCHARTRAIN.  IT
 BJ4268'IS APPROXIMATE 125 FEET IN HEIGHT.  NO PREVIOUS DESCRIPTION
 BJ4268'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4270 ***********************************************************************
 BJ4270  DESIGNATION -  NEW ORLEANS LAKEFRONT APT BCN
 BJ4270  PID         -  BJ4270
 BJ4270  STATE/COUNTY-  LA/ORLEANS
 BJ4270  USGS QUAD   -  SPANISH FORT (1992)
 BJ4270
 BJ4270                         *CURRENT SURVEY CONTROL
 BJ4270  ___________________________________________________________________
 BJ4270* NAD 83(1992)-  30 02 09.21956(N)    090 01 27.92931(W)     ADJUSTED  
 BJ4270* NAVD 88     -                                                        
 BJ4270  **This station is located in a subsidence area (see below).
 BJ4270  ___________________________________________________________________
 BJ4270  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4270  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BJ4270
 BJ4270  HORZ ORDER  -  THIRD
 BJ4270
 BJ4270.This mark is at Lakefront Airport (NEW)
 BJ4270
 BJ4270.The horizontal coordinates were established by classical geodetic methods
 BJ4270.and adjusted by the National Geodetic Survey in May 1994..
 BJ4270
 BJ4270 ** The orthometric height has not been validated since last determined
 BJ4270 ** by differential leveling and should not be used for control purposes.
 BJ4270 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4270 ** area with valid NAVD 88 orthometric heights.
 BJ4270 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4270 ** epoch indicated which incorporates improved geoid heights for the
 BJ4270 ** Southern Louisiana Subsidence area.
 BJ4270 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4270
 BJ4270.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4270
 BJ4270.The geoid height was determined by GEOID03.
 BJ4270
 BJ4270;                    North         East     Units Scale Factor Converg.
 BJ4270;SPC LA S     -   170,966.075 1,126,234.145   MT  0.99992593   +0 39 16.1
 BJ4270;SPC LA S     -   560,911.20  3,694,986.52   sFT  0.99992593   +0 39 16.1
 BJ4270;UTM  15      - 3,326,494.476   786,948.823   MT  1.00061601   +1 29 25.5
 BJ4270;UTM  16      - 3,326,618.109   208,338.196   MT  1.00064966   -1 30 53.7
 BJ4270
 BJ4270                          SUPERSEDED SURVEY CONTROL
 BJ4270
 BJ4270  NAD 83(1992)-  30 02 09.21953(N)    090 01 27.92960(W) AD(       ) 4
 BJ4270  NAD 83(1986)-  30 02 09.23419(N)    090 01 27.92563(W) AD(       ) 4
 BJ4270  NAD 27      -  30 02 08.51186(N)    090 01 27.66565(W) AD(       ) 3
 BJ4270
 BJ4270.Superseded values are not recommended for survey control.
 BJ4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4270.See file dsdata.txt to determine how the superseded data were derived.
 BJ4270
 BJ4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8694926494(NAD 83)
 BJ4270_MARKER: 21 = AIRPORT BEACON
 BJ4270
 BJ4270  HISTORY     - Date     Condition        Report By
 BJ4270  HISTORY     - 1966     FIRST OBSERVED   CGS
 BJ4270  HISTORY     - 1976     SEE DESCRIPTION  NGS
 BJ4270  HISTORY     - 19900615 GOOD             NGS
 BJ4270
 BJ4270                          STATION DESCRIPTION
 BJ4270
 BJ4270'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ4270'STATION IS LOCATED ATOP THE ADMINSTRATION BUILDING AND CONTROL
 BJ4270'TOWER AT THE NEW ORLEANS LAKEFRONT AIRPORT.  THE BEACON IS IN THE
 BJ4270'CENTER AND TOP OF THE CONTROL TOWER.
 BJ4270
 BJ4270                          STATION RECOVERY (1976)
 BJ4270
 BJ4270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 BJ4270'THIS STATION IS VERY QUESTIONABLE.  THE COORDINATES PLACE IT
 BJ4270'EXTREMELY CLOSE TO SHUSHAN AIRPORT AIRWAY BEACON 1934.  THE AIRPORT
 BJ4270'BEACON CURRENTLY IN USE AT LAKEFRONT AIRPORT IS ABOUT 393 FT WEST
 BJ4270'AND HAS BEEN POSITIONED BY AN NOS AIRPORT SURVEY PARTY.
 BJ4270
 BJ4270                          STATION RECOVERY (1990)
 BJ4270
 BJ4270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ4270'STATION IS LOCATED ATOP THE ADMINISTRATION BUILDING AT THE NEW ORLEANS
 BJ4270'LAKEFRONT AIRPORT.  THE BEACON IS IN THE CENTER AND TOP OF THE OLD
 BJ4270'CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2694 ***********************************************************************
 AU2694  DESIGNATION -  NEW ORLEANS LINEN SERVICE STK
 AU2694  PID         -  AU2694
 AU2694  STATE/COUNTY-  LA/ORLEANS
 AU2694  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2694
 AU2694                         *CURRENT SURVEY CONTROL
 AU2694  ___________________________________________________________________
 AU2694* NAD 83(1992)-  29 59 52.24072(N)    090 02 01.89010(W)     ADJUSTED  
 AU2694* NAVD 88     -                                                        
 AU2694  **This station is located in a subsidence area (see below).
 AU2694  ___________________________________________________________________
 AU2694  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AU2694  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU2694
 AU2694  HORZ ORDER  -  THIRD
 AU2694
 AU2694.The horizontal coordinates were established by classical geodetic methods
 AU2694.and adjusted by the National Geodetic Survey in January 1993..
 AU2694
 AU2694 ** The orthometric height has not been validated since last determined
 AU2694 ** by differential leveling and should not be used for control purposes.
 AU2694 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2694 ** area with valid NAVD 88 orthometric heights.
 AU2694 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2694 ** epoch indicated which incorporates improved geoid heights for the
 AU2694 ** Southern Louisiana Subsidence area.
 AU2694 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2694
 AU2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2694
 AU2694.The geoid height was determined by GEOID03.
 AU2694
 AU2694;                    North         East     Units Scale Factor Converg.
 AU2694;SPC LA S     -   166,738.394 1,125,372.218   MT  0.99992575   +0 38 59.1
 AU2694;SPC LA S     -   547,040.88  3,692,158.69   sFT  0.99992575   +0 38 59.1
 AU2694;UTM  15      - 3,322,251.767   786,148.055   MT  1.00061035   +1 29 02.3
 AU2694;UTM  16      - 3,322,423.020   207,316.173   MT  1.00065704   -1 31 04.5
 AU2694
 AU2694                          SUPERSEDED SURVEY CONTROL
 AU2694
 AU2694  NAD 83(1986)-  29 59 52.25480(N)    090 02 01.88971(W) AD(       ) 4
 AU2694  NAD 27      -  29 59 51.52547(N)    090 02 01.63610(W) AD(       ) 3
 AU2694
 AU2694.Superseded values are not recommended for survey control.
 AU2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2694.See file dsdata.txt to determine how the superseded data were derived.
 AU2694
 AU2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8614822252(NAD 83)
 AU2694_MARKER: 63 = STACK
 AU2694
 AU2694  HISTORY     - Date     Condition        Report By
 AU2694  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2694
 AU2694                          STATION DESCRIPTION
 AU2694
 AU2694'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2706 ***********************************************************************
 AU2706  DESIGNATION -  NEW ORLEANS LONE STAR TALL STK
 AU2706  PID         -  AU2706
 AU2706  STATE/COUNTY-  LA/ORLEANS
 AU2706  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2706
 AU2706                         *CURRENT SURVEY CONTROL
 AU2706  ___________________________________________________________________
 AU2706* NAD 83(1992)-  29 58 39.12911(N)    090 01 35.78329(W)     ADJUSTED  
 AU2706* NAVD 88     -                                                        
 AU2706  **This station is located in a subsidence area (see below).
 AU2706  ___________________________________________________________________
 AU2706  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AU2706  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AU2706
 AU2706  HORZ ORDER  -  THIRD
 AU2706
 AU2706.The horizontal coordinates were established by classical geodetic methods
 AU2706.and adjusted by the National Geodetic Survey in January 1993..
 AU2706
 AU2706 ** The orthometric height has not been validated since last determined
 AU2706 ** by differential leveling and should not be used for control purposes.
 AU2706 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2706 ** area with valid NAVD 88 orthometric heights.
 AU2706 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2706 ** epoch indicated which incorporates improved geoid heights for the
 AU2706 ** Southern Louisiana Subsidence area.
 AU2706 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2706
 AU2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2706
 AU2706.The geoid height was determined by GEOID03.
 AU2706
 AU2706;                    North         East     Units Scale Factor Converg.
 AU2706;SPC LA S     -   164,495.390 1,126,097.514   MT  0.99992583   +0 39 12.2
 AU2706;SPC LA S     -   539,681.96  3,694,538.26   sFT  0.99992583   +0 39 12.2
 AU2706;UTM  15      - 3,320,018.020   786,906.435   MT  1.00061572   +1 29 12.1
 AU2706;UTM  16      - 3,320,152.539   207,956.596   MT  1.00065242   -1 30 48.1
 AU2706
 AU2706                          SUPERSEDED SURVEY CONTROL
 AU2706
 AU2706  NAD 83(1986)-  29 58 39.14281(N)    090 01 35.78215(W) AD(       ) 4
 AU2706  NAD 27      -  29 58 38.41224(N)    090 01 35.52739(W) AD(       ) 3
 AU2706
 AU2706.Superseded values are not recommended for survey control.
 AU2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2706.See file dsdata.txt to determine how the superseded data were derived.
 AU2706
 AU2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8690620018(NAD 83)
 AU2706_MARKER: 63 = STACK
 AU2706
 AU2706  HISTORY     - Date     Condition        Report By
 AU2706  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2706
 AU2706                          STATION DESCRIPTION
 AU2706
 AU2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2706'THE NEW ORLEANS, LONE STAR CEMENT CORPORATION STACK IS LOCATED IN
 AU2706'THE EASTERN EDGE OF NEW ORLEANS AT THE INTERSECTION OF FRANCE ROAD
 AU2706'AND NORTH DORGENOIS STREET AT THE LONE STAR CEMENT CORPORATION
 AU2706'PLANT.
 AU2706'
 AU2706'IT IS A CONCRETE STACK APPROXIMATELY 150 FEET TALL.  IT IS THE
 AU2706'TALLEST OF 3 STACKS.
 AU2706'
 AU2706'POINT INTERSECTED WAS THE APPROXIMATE CENTER AT THE TOP OF THE
 AU2706'STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2640 ***********************************************************************
 AU2640  DESIGNATION -  NEW ORLEANS LOYOLA CH SW SPIRE
 AU2640  PID         -  AU2640
 AU2640  STATE/COUNTY-  LA/ORLEANS
 AU2640  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2640
 AU2640                         *CURRENT SURVEY CONTROL
 AU2640  ___________________________________________________________________
 AU2640* NAD 83(1992)-  29 56 03.59845(N)    090 07 19.84423(W)     ADJUSTED  
 AU2640* NAVD 88     -                                                        
 AU2640  **This station is located in a subsidence area (see below).
 AU2640  ___________________________________________________________________
 AU2640  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2640  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2640
 AU2640  HORZ ORDER  -  THIRD
 AU2640
 AU2640.The horizontal coordinates were established by classical geodetic methods
 AU2640.and adjusted by the National Geodetic Survey in January 1993..
 AU2640
 AU2640 ** The orthometric height has not been validated since last determined
 AU2640 ** by differential leveling and should not be used for control purposes.
 AU2640 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2640 ** area with valid NAVD 88 orthometric heights.
 AU2640 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2640 ** epoch indicated which incorporates improved geoid heights for the
 AU2640 ** Southern Louisiana Subsidence area.
 AU2640 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2640
 AU2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2640
 AU2640.The geoid height was determined by GEOID03.
 AU2640
 AU2640;                    North         East     Units Scale Factor Converg.
 AU2640;SPC LA S     -   159,605.564 1,116,925.860   MT  0.99992641   +0 36 20.1
 AU2640;SPC LA S     -   523,639.25  3,664,447.59   sFT  0.99992641   +0 36 20.1
 AU2640;UTM  15      - 3,314,992.174   777,800.795   MT  1.00055227   +1 26 13.1
 AU2640
 AU2640                          SUPERSEDED SURVEY CONTROL
 AU2640
 AU2640  NAD 83(1986)-  29 56 03.61388(N)    090 07 19.84408(W) AD(       ) 4
 AU2640  NAD 27      -  29 56 02.87923(N)    090 07 19.57855(W) AD(       ) 3
 AU2640
 AU2640.Superseded values are not recommended for survey control.
 AU2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2640.See file dsdata.txt to determine how the superseded data were derived.
 AU2640
 AU2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7780114992(NAD 83)
 AU2640_MARKER: 90 = CHURCH SPIRE
 AU2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2640+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2640
 AU2640  HISTORY     - Date     Condition        Report By
 AU2640  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2640  HISTORY     - 20030506 GOOD             USPSQD
 AU2640
 AU2640                          STATION DESCRIPTION
 AU2640
 AU2640'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2641 ***********************************************************************
 AU2641  DESIGNATION -  NEW ORLEANS LOYOLA CH NW SPIRE
 AU2641  PID         -  AU2641
 AU2641  STATE/COUNTY-  LA/ORLEANS
 AU2641  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2641
 AU2641                         *CURRENT SURVEY CONTROL
 AU2641  ___________________________________________________________________
 AU2641* NAD 83(1992)-  29 56 03.87541(N)    090 07 19.69349(W)     ADJUSTED  
 AU2641* NAVD 88     -                                                        
 AU2641  **This station is located in a subsidence area (see below).
 AU2641  ___________________________________________________________________
 AU2641  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2641  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2641
 AU2641  HORZ ORDER  -  THIRD
 AU2641
 AU2641.The horizontal coordinates were established by classical geodetic methods
 AU2641.and adjusted by the National Geodetic Survey in January 1993..
 AU2641
 AU2641 ** The orthometric height has not been validated since last determined
 AU2641 ** by differential leveling and should not be used for control purposes.
 AU2641 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2641 ** area with valid NAVD 88 orthometric heights.
 AU2641 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2641 ** epoch indicated which incorporates improved geoid heights for the
 AU2641 ** Southern Louisiana Subsidence area.
 AU2641 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2641
 AU2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2641
 AU2641.The geoid height was determined by GEOID03.
 AU2641
 AU2641;                    North         East     Units Scale Factor Converg.
 AU2641;SPC LA S     -   159,614.134 1,116,929.812   MT  0.99992641   +0 36 20.2
 AU2641;SPC LA S     -   523,667.37  3,664,460.56   sFT  0.99992641   +0 36 20.2
 AU2641;UTM  15      - 3,315,000.806   777,804.625   MT  1.00055229   +1 26 13.2
 AU2641
 AU2641                          SUPERSEDED SURVEY CONTROL
 AU2641
 AU2641  NAD 83(1986)-  29 56 03.89092(N)    090 07 19.69329(W) AD(       ) 4
 AU2641  NAD 27      -  29 56 03.15303(N)    090 07 19.42875(W) AD(       ) 3
 AU2641
 AU2641.Superseded values are not recommended for survey control.
 AU2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2641.See file dsdata.txt to determine how the superseded data were derived.
 AU2641
 AU2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7780515001(NAD 83)
 AU2641_MARKER: 90 = CHURCH SPIRE
 AU2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2641+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2641
 AU2641  HISTORY     - Date     Condition        Report By
 AU2641  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2641  HISTORY     - 1936     GOOD             LAGS
 AU2641  HISTORY     - 1952     GOOD             CGS
 AU2641  HISTORY     - 1954     GOOD             CGS
 AU2641  HISTORY     - 1988     GOOD             USPSQD
 AU2641  HISTORY     - 20030506 GOOD             USPSQD
 AU2641
 AU2641                          STATION DESCRIPTION
 AU2641
 AU2641'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1936
 AU2641'THE GEOGRAPHIC POSITIONS OF THE NW AND NE SPIRES AND THE
 AU2641'SW AND SE SPIRES RESPECTIVELY HAVE APPARENTLY BEEN INTERCHANGED.
 AU2641'
 AU2641'ADDITIONAL CORROBORATION OF THIS SITUATION HAS BEEN OBTAINED
 AU2641'IN AN AZIMUTH TIE FROM STATION WESTWEGO AT HARVEY, TO THE
 AU2641'SW SPIRE WITH A CONSEQUENT CHECKING OF THE AZIMUTH TO THE
 AU2641'SE SPIRE, ALSO, AN INTERSECTION TIE WAS MADE TO THE NW SPIRE
 AU2641'RESULTING IN A CHECK OF THE GEOGRAPHIC POSITION OF THE NE
 AU2641'SPIRE.
 AU2641
 AU2641                          STATION RECOVERY (1952)
 AU2641
 AU2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2641'STATIONS WERE RECOVERED IN GOOD CONDITION.  STATIONS ARE
 AU2641'THE NE, NW, SE, AND SW SPIRES OF LOYOLA CHURCH, LOCATED
 AU2641'AT LOYOLA UNIVERSITY IN NEW ORLEANS.  THE 1936 RECOVERY
 AU2641'NOTE INDICATES THAT THE GPS OF THE SPIRES HAVE BEEN CONFUSED.
 AU2641
 AU2641                          STATION RECOVERY (1954)
 AU2641
 AU2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU2641'THE STATIONS ARE THE NW, NE, SW, AND SE SPIRES OF THE LOYOLA
 AU2641'CHURCH, LOCATED IN THE LOYOLA UNIVERSITY, IN THE SW SECTION
 AU2641'OF NEW ORLEANS.  IT WAS INDICATED IN THE 1936 RECOVERY NOTE
 AU2641'THAT THE GEOGRAPHIC POSITIONS WERE CONFUSED.  THE CHURCH
 AU2641'SPIRES HAVE BEEN PLOTTED, AND IT WAS FOUND THAT THE POSITIONS
 AU2641'ARE NOW REPRESENTING THEIR RESPECTIVE SPIRES.
 AU2641'
 AU2641'THIS IS AN INTERSECTION STATION.
 AU2641
 AU2641                          STATION RECOVERY (1988)
 AU2641
 AU2641'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFT)
 AU2641'RECOVERED IN GOOD CONDITION.
 AU2641
 AU2641                          STATION RECOVERY (2003)
 AU2641
 AU2641'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2642 ***********************************************************************
 AU2642  DESIGNATION -  NEW ORLEANS LOYOLA CH SE SPIRE
 AU2642  PID         -  AU2642
 AU2642  STATE/COUNTY-  LA/ORLEANS
 AU2642  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2642
 AU2642                         *CURRENT SURVEY CONTROL
 AU2642  ___________________________________________________________________
 AU2642* NAD 83(1992)-  29 56 03.46982(N)    090 07 19.52782(W)     ADJUSTED  
 AU2642* NAVD 88     -                                                        
 AU2642  **This station is located in a subsidence area (see below).
 AU2642  ___________________________________________________________________
 AU2642  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2642  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2642
 AU2642  HORZ ORDER  -  THIRD
 AU2642
 AU2642.The horizontal coordinates were established by classical geodetic methods
 AU2642.and adjusted by the National Geodetic Survey in January 1993..
 AU2642
 AU2642 ** The orthometric height has not been validated since last determined
 AU2642 ** by differential leveling and should not be used for control purposes.
 AU2642 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2642 ** area with valid NAVD 88 orthometric heights.
 AU2642 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2642 ** epoch indicated which incorporates improved geoid heights for the
 AU2642 ** Southern Louisiana Subsidence area.
 AU2642 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2642
 AU2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2642
 AU2642.The geoid height was determined by GEOID03.
 AU2642
 AU2642;                    North         East     Units Scale Factor Converg.
 AU2642;SPC LA S     -   159,601.694 1,116,934.387   MT  0.99992642   +0 36 20.3
 AU2642;SPC LA S     -   523,626.56  3,664,475.57   sFT  0.99992642   +0 36 20.3
 AU2642;UTM  15      - 3,314,988.425   777,809.382   MT  1.00055233   +1 26 13.3
 AU2642
 AU2642                          SUPERSEDED SURVEY CONTROL
 AU2642
 AU2642  NAD 83(1986)-  29 56 03.48520(N)    090 07 19.52759(W) AD(       ) 4
 AU2642  NAD 27      -  29 56 02.74937(N)    090 07 19.26384(W) AD(       ) 3
 AU2642
 AU2642.Superseded values are not recommended for survey control.
 AU2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2642.See file dsdata.txt to determine how the superseded data were derived.
 AU2642
 AU2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7780914988(NAD 83)
 AU2642_MARKER: 90 = CHURCH SPIRE
 AU2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2642+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2642
 AU2642  HISTORY     - Date     Condition        Report By
 AU2642  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2642  HISTORY     - 20030506 GOOD             USPSQD
 AU2642
 AU2642                          STATION DESCRIPTION
 AU2642
 AU2642'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2647 ***********************************************************************
 AU2647  DESIGNATION -  NEW ORLEANS LOYOLA CH NE SPIRE
 AU2647  PID         -  AU2647
 AU2647  STATE/COUNTY-  LA/ORLEANS
 AU2647  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2647
 AU2647                         *CURRENT SURVEY CONTROL
 AU2647  ___________________________________________________________________
 AU2647* NAD 83(1992)-  29 56 03.74828(N)    090 07 19.37103(W)     ADJUSTED  
 AU2647* NAVD 88     -                                                        
 AU2647  **This station is located in a subsidence area (see below).
 AU2647  ___________________________________________________________________
 AU2647  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2647  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2647
 AU2647  HORZ ORDER  -  THIRD
 AU2647
 AU2647.The horizontal coordinates were established by classical geodetic methods
 AU2647.and adjusted by the National Geodetic Survey in January 1993..
 AU2647
 AU2647 ** The orthometric height has not been validated since last determined
 AU2647 ** by differential leveling and should not be used for control purposes.
 AU2647 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2647 ** area with valid NAVD 88 orthometric heights.
 AU2647 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2647 ** epoch indicated which incorporates improved geoid heights for the
 AU2647 ** Southern Louisiana Subsidence area.
 AU2647 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2647
 AU2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2647
 AU2647.The geoid height was determined by GEOID03.
 AU2647
 AU2647;                    North         East     Units Scale Factor Converg.
 AU2647;SPC LA S     -   159,610.311 1,116,938.501   MT  0.99992641   +0 36 20.4
 AU2647;SPC LA S     -   523,654.83  3,664,489.07   sFT  0.99992641   +0 36 20.4
 AU2647;UTM  15      - 3,314,997.107   777,813.373   MT  1.00055235   +1 26 13.4
 AU2647
 AU2647                          SUPERSEDED SURVEY CONTROL
 AU2647
 AU2647  NAD 83(1986)-  29 56 03.76369(N)    090 07 19.37058(W) AD(       ) 4
 AU2647  NAD 27      -  29 56 03.02676(N)    090 07 19.10475(W) AD(       ) 3
 AU2647
 AU2647.Superseded values are not recommended for survey control.
 AU2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2647.See file dsdata.txt to determine how the superseded data were derived.
 AU2647
 AU2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7781314997(NAD 83)
 AU2647_MARKER: 90 = CHURCH SPIRE
 AU2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2647+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2647
 AU2647  HISTORY     - Date     Condition        Report By
 AU2647  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2647  HISTORY     - 1988     GOOD             USPSQD
 AU2647  HISTORY     - 20030506 GOOD             USPSQD
 AU2647
 AU2647                          STATION DESCRIPTION
 AU2647
 AU2647'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4251 ***********************************************************************
 BJ4251  DESIGNATION -  NEW ORLEANS LSU STACK
 BJ4251  PID         -  BJ4251
 BJ4251  STATE/COUNTY-  LA/ORLEANS
 BJ4251  USGS QUAD   -  SPANISH FORT (1992)
 BJ4251
 BJ4251                         *CURRENT SURVEY CONTROL
 BJ4251  ___________________________________________________________________
 BJ4251* NAD 83(1992)-  30 01 53.49532(N)    090 04 01.95323(W)     ADJUSTED  
 BJ4251* NAVD 88     -                                                        
 BJ4251  **This station is located in a subsidence area (see below).
 BJ4251  ___________________________________________________________________
 BJ4251  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4251  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4251
 BJ4251  HORZ ORDER  -  THIRD
 BJ4251
 BJ4251.The horizontal coordinates were established by classical geodetic methods
 BJ4251.and adjusted by the National Geodetic Survey in May 1994..
 BJ4251
 BJ4251 ** The orthometric height has not been validated since last determined
 BJ4251 ** by differential leveling and should not be used for control purposes.
 BJ4251 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4251 ** area with valid NAVD 88 orthometric heights.
 BJ4251 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4251 ** epoch indicated which incorporates improved geoid heights for the
 BJ4251 ** Southern Louisiana Subsidence area.
 BJ4251 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4251
 BJ4251.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4251
 BJ4251.The geoid height was determined by GEOID03.
 BJ4251
 BJ4251;                    North         East     Units Scale Factor Converg.
 BJ4251;SPC LA S     -   170,435.589 1,122,113.437   MT  0.99992589   +0 37 59.1
 BJ4251;SPC LA S     -   559,170.76  3,681,467.17   sFT  0.99992589   +0 37 59.1
 BJ4251;UTM  15      - 3,325,903.538   782,833.514   MT  1.00058707   +1 28 07.6
 BJ4251;UTM  16      - 3,326,243.708   204,197.304   MT  1.00067968   -1 32 10.3
 BJ4251
 BJ4251                          SUPERSEDED SURVEY CONTROL
 BJ4251
 BJ4251  NAD 83(1992)-  30 01 53.49532(N)    090 04 01.95240(W) AD(       ) 4
 BJ4251  NAD 83(1986)-  30 01 53.51006(N)    090 04 01.95026(W) AD(       ) 4
 BJ4251  NAD 27      -  30 01 52.78597(N)    090 04 01.69203(W) AD(       ) 3
 BJ4251
 BJ4251.Superseded values are not recommended for survey control.
 BJ4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4251.See file dsdata.txt to determine how the superseded data were derived.
 BJ4251
 BJ4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8283425904(NAD 83)
 BJ4251_MARKER: 63 = STACK
 BJ4251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4251+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 BJ4251
 BJ4251  HISTORY     - Date     Condition        Report By
 BJ4251  HISTORY     - 1966     FIRST OBSERVED   CGS
 BJ4251  HISTORY     - 20030901 GOOD             USPSQD
 BJ4251
 BJ4251                          STATION DESCRIPTION
 BJ4251
 BJ4251'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BJ4251'STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A
 BJ4251'RED BRICK STACK ABOUT 100 FEET HIGH.
 BJ4251'
 BJ4251'THE STACK IS LOCATED A SHORT DISTANCE FROM THE SOUTH SHORE
 BJ4251'OF LAKE PONCHARTRAIN NEAR THE NORTH EDGE OF THE GROUNDS OF
 BJ4251'THE LOUISIANA STATE UNIVERSITY OF NEW ORLEANS.  THIS PROPERTY
 BJ4251'WAS ORIGINALLY USED AS A U.S. NAVAL CENTER.
 BJ4251
 BJ4251                          STATION RECOVERY (2003)
 BJ4251
 BJ4251'RECOVERY NOTE BY US POWER SQUADRON 2003 (MSE)
 BJ4251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2669 ***********************************************************************
 AU2669  DESIGNATION -  NEW ORLEANS OUR LADY ROSARY CH
 AU2669  PID         -  AU2669
 AU2669  STATE/COUNTY-  LA/ORLEANS
 AU2669  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2669
 AU2669                         *CURRENT SURVEY CONTROL
 AU2669  ___________________________________________________________________
 AU2669* NAD 83(1992)-  29 58 53.24254(N)    090 05 12.37739(W)     ADJUSTED  
 AU2669* NAVD 88     -                                                        
 AU2669  **This station is located in a subsidence area (see below).
 AU2669  ___________________________________________________________________
 AU2669  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AU2669  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2669
 AU2669  HORZ ORDER  -  THIRD
 AU2669
 AU2669.The horizontal coordinates were established by classical geodetic methods
 AU2669.and adjusted by the National Geodetic Survey in January 1993..
 AU2669
 AU2669 ** The orthometric height has not been validated since last determined
 AU2669 ** by differential leveling and should not be used for control purposes.
 AU2669 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2669 ** area with valid NAVD 88 orthometric heights.
 AU2669 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2669 ** epoch indicated which incorporates improved geoid heights for the
 AU2669 ** Southern Louisiana Subsidence area.
 AU2669 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2669
 AU2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2669
 AU2669.The geoid height was determined by GEOID03.
 AU2669
 AU2669;                    North         East     Units Scale Factor Converg.
 AU2669;SPC LA S     -   164,865.233 1,120,287.171   MT  0.99992580   +0 37 23.9
 AU2669;SPC LA S     -   540,895.35  3,675,475.49   sFT  0.99992580   +0 37 23.9
 AU2669;UTM  15      - 3,320,303.504   781,087.434   MT  1.00057493   +1 27 24.3
 AU2669
 AU2669                          SUPERSEDED SURVEY CONTROL
 AU2669
 AU2669  NAD 83(1986)-  29 58 53.25728(N)    090 05 12.37617(W) AD(       ) 4
 AU2669  NAD 27      -  29 58 52.52681(N)    090 05 12.12019(W) AD(       ) 3
 AU2669
 AU2669.Superseded values are not recommended for survey control.
 AU2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2669.See file dsdata.txt to determine how the superseded data were derived.
 AU2669
 AU2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8108720304(NAD 83)
 AU2669_MARKER: 90 = CHURCH SPIRE
 AU2669
 AU2669  HISTORY     - Date     Condition        Report By
 AU2669  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2669  HISTORY     - 19961214 GOOD             USPSQD
 AU2669
 AU2669                          STATION DESCRIPTION
 AU2669
 AU2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2669'STATION IS THE CROSS ATOP A DOME ON A YELLOW BRICK CHURCH.
 AU2669'
 AU2669'LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF ESPLANADE
 AU2669'AND LEDA STREETS.
 AU2669
 AU2669                          STATION RECOVERY (1996)
 AU2669
 AU2669'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4260 ***********************************************************************
 BJ4260  DESIGNATION -  NEW ORLEANS PATTERSN PLT N STK
 BJ4260  PID         -  BJ4260
 BJ4260  STATE/COUNTY-  LA/ORLEANS
 BJ4260  USGS QUAD   -  SPANISH FORT (1992)
 BJ4260
 BJ4260                         *CURRENT SURVEY CONTROL
 BJ4260  ___________________________________________________________________
 BJ4260* NAD 83(1992)-  30 00 58.52793(N)    090 01 33.00262(W)     ADJUSTED  
 BJ4260* NAVD 88     -                                                        
 BJ4260  **This station is located in a subsidence area (see below).
 BJ4260  ___________________________________________________________________
 BJ4260  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ4260  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BJ4260
 BJ4260  HORZ ORDER  -  THIRD
 BJ4260
 BJ4260.The horizontal coordinates were established by classical geodetic methods
 BJ4260.and adjusted by the National Geodetic Survey in May 1994..
 BJ4260
 BJ4260 ** The orthometric height has not been validated since last determined
 BJ4260 ** by differential leveling and should not be used for control purposes.
 BJ4260 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4260 ** area with valid NAVD 88 orthometric heights.
 BJ4260 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4260 ** epoch indicated which incorporates improved geoid heights for the
 BJ4260 ** Southern Louisiana Subsidence area.
 BJ4260 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4260
 BJ4260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4260
 BJ4260.The geoid height was determined by GEOID03.
 BJ4260
 BJ4260;                    North         East     Units Scale Factor Converg.
 BJ4260;SPC LA S     -   168,788.057 1,126,123.074   MT  0.99992578   +0 39 13.6
 BJ4260;SPC LA S     -   553,765.48  3,694,622.12   sFT  0.99992578   +0 39 13.6
 BJ4260;UTM  15      - 3,324,313.566   786,869.470   MT  1.00061545   +1 29 19.8
 BJ4260;UTM  16      - 3,324,444.281   208,144.635   MT  1.00065106   -1 30 53.0
 BJ4260
 BJ4260                          SUPERSEDED SURVEY CONTROL
 BJ4260
 BJ4260  NAD 83(1992)-  30 00 58.52766(N)    090 01 33.00182(W) AD(       ) 4
 BJ4260  NAD 83(1986)-  30 00 58.54224(N)    090 01 33.00058(W) AD(       ) 4
 BJ4260  NAD 27      -  30 00 57.81501(N)    090 01 32.74505(W) AD(       ) 3
 BJ4260
 BJ4260.Superseded values are not recommended for survey control.
 BJ4260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4260.See file dsdata.txt to determine how the superseded data were derived.
 BJ4260
 BJ4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8686924314(NAD 83)
 BJ4260_MARKER: 63 = STACK
 BJ4260
 BJ4260  HISTORY     - Date     Condition        Report By
 BJ4260  HISTORY     - 1966     FIRST OBSERVED   CGS
 BJ4260
 BJ4260                          STATION DESCRIPTION
 BJ4260
 BJ4260'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4262 ***********************************************************************
 BJ4262  DESIGNATION -  NEW ORLEANS PATTERSN PLT S STK
 BJ4262  PID         -  BJ4262
 BJ4262  STATE/COUNTY-  LA/ORLEANS
 BJ4262  USGS QUAD   -  SPANISH FORT (1992)
 BJ4262
 BJ4262                         *CURRENT SURVEY CONTROL
 BJ4262  ___________________________________________________________________
 BJ4262* NAD 83(1992)-  30 01 01.54257(N)    090 01 17.47238(W)     ADJUSTED  
 BJ4262* NAVD 88     -                                                        
 BJ4262  **This station is located in a subsidence area (see below).
 BJ4262  ___________________________________________________________________
 BJ4262  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4262  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BJ4262
 BJ4262  HORZ ORDER  -  THIRD
 BJ4262
 BJ4262.The horizontal coordinates were established by classical geodetic methods
 BJ4262.and adjusted by the National Geodetic Survey in May 1994..
 BJ4262
 BJ4262 ** The orthometric height has not been validated since last determined
 BJ4262 ** by differential leveling and should not be used for control purposes.
 BJ4262 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4262 ** area with valid NAVD 88 orthometric heights.
 BJ4262 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4262 ** epoch indicated which incorporates improved geoid heights for the
 BJ4262 ** Southern Louisiana Subsidence area.
 BJ4262 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4262
 BJ4262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4262
 BJ4262.The geoid height was determined by GEOID03.
 BJ4262
 BJ4262;                    North         East     Units Scale Factor Converg.
 BJ4262;SPC LA S     -   168,885.628 1,126,538.123   MT  0.99992578   +0 39 21.3
 BJ4262;SPC LA S     -   554,085.60  3,695,983.83   sFT  0.99992578   +0 39 21.3
 BJ4262;UTM  15      - 3,324,417.247   787,283.338   MT  1.00061838   +1 29 27.7
 BJ4262;UTM  16      - 3,324,526.137   208,563.382   MT  1.00064804   -1 30 45.4
 BJ4262
 BJ4262                          SUPERSEDED SURVEY CONTROL
 BJ4262
 BJ4262  NAD 83(1992)-  30 01 01.54448(N)    090 01 17.46732(W) AD(       ) 4
 BJ4262  NAD 83(1986)-  30 01 01.55852(N)    090 01 17.46644(W) AD(       ) 4
 BJ4262  NAD 27      -  30 01 00.82710(N)    090 01 17.21777(W) AD(       ) 3
 BJ4262
 BJ4262.Superseded values are not recommended for survey control.
 BJ4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4262.See file dsdata.txt to determine how the superseded data were derived.
 BJ4262
 BJ4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8728324417(NAD 83)
 BJ4262_MARKER: 63 = STACK
 BJ4262
 BJ4262  HISTORY     - Date     Condition        Report By
 BJ4262  HISTORY     - 1966     FIRST OBSERVED   CGS
 BJ4262
 BJ4262                          STATION DESCRIPTION
 BJ4262
 BJ4262'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4261 ***********************************************************************
 BJ4261  DESIGNATION -  NEW ORLEANS PUBLIC SERVICE TK
 BJ4261  PID         -  BJ4261
 BJ4261  STATE/COUNTY-  LA/ORLEANS
 BJ4261  USGS QUAD   -  SPANISH FORT (1992)
 BJ4261
 BJ4261                         *CURRENT SURVEY CONTROL
 BJ4261  ___________________________________________________________________
 BJ4261* NAD 83(1992)-  30 00 56.06991(N)    090 01 31.94698(W)     ADJUSTED  
 BJ4261* NAVD 88     -                                                        
 BJ4261  **This station is located in a subsidence area (see below).
 BJ4261  ___________________________________________________________________
 BJ4261  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ4261  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BJ4261
 BJ4261  HORZ ORDER  -  THIRD
 BJ4261
 BJ4261.The horizontal coordinates were established by classical geodetic methods
 BJ4261.and adjusted by the National Geodetic Survey in May 1994..
 BJ4261
 BJ4261 ** The orthometric height has not been validated since last determined
 BJ4261 ** by differential leveling and should not be used for control purposes.
 BJ4261 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4261 ** area with valid NAVD 88 orthometric heights.
 BJ4261 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4261 ** epoch indicated which incorporates improved geoid heights for the
 BJ4261 ** Southern Louisiana Subsidence area.
 BJ4261 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4261
 BJ4261.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4261
 BJ4261.The geoid height was determined by GEOID03.
 BJ4261
 BJ4261;                    North         East     Units Scale Factor Converg.
 BJ4261;SPC LA S     -   168,712.702 1,126,152.222   MT  0.99992578   +0 39 14.1
 BJ4261;SPC LA S     -   553,518.26  3,694,717.75   sFT  0.99992578   +0 39 14.1
 BJ4261;UTM  15      - 3,324,238.592   786,899.734   MT  1.00061566   +1 29 20.2
 BJ4261;UTM  16      - 3,324,367.822   208,170.930   MT  1.00065087   -1 30 52.4
 BJ4261
 BJ4261                          SUPERSEDED SURVEY CONTROL
 BJ4261
 BJ4261  NAD 83(1992)-  30 00 56.06987(N)    090 01 31.94607(W) AD(       ) 4
 BJ4261  NAD 83(1986)-  30 00 56.08429(N)    090 01 31.94709(W) AD(       ) 4
 BJ4261  NAD 27      -  30 00 55.36511(N)    090 01 31.65342(W) AD(       ) 3
 BJ4261
 BJ4261.Superseded values are not recommended for survey control.
 BJ4261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4261.See file dsdata.txt to determine how the superseded data were derived.
 BJ4261
 BJ4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8690024239(NAD 83)
 BJ4261_MARKER: 53 = ELEVATED TANK
 BJ4261
 BJ4261  HISTORY     - Date     Condition        Report By
 BJ4261  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4261  HISTORY     - 1966     GOOD             CGS
 BJ4261
 BJ4261                          STATION DESCRIPTION
 BJ4261
 BJ4261'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4261'THE STATION IS LOCATED IN THE NORTHEAST PART OF NEW ORLEANS,
 BJ4261'0.3 MILE WEST OF DOWNMAN ROAD AND 0.2 MILE NORTH OF U.S. HIGHWAY
 BJ4261'90.  IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 BJ4261'PROPER.  THE TANK IS PAINTED SILVER AND HAS AN OVERALL HEIGHT
 BJ4261'OF 110 FEET.  THE BALL AT THE APEX WAS THE POINT OBSERVED
 BJ4261'UPON.
 BJ4261
 BJ4261                          STATION RECOVERY (1966)
 BJ4261
 BJ4261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ4261'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2737 ***********************************************************************
 AU2737  DESIGNATION -  NEW ORLEANS PUBLIC SERV S STK
 AU2737  PID         -  AU2737
 AU2737  STATE/COUNTY-  LA/ORLEANS
 AU2737  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2737
 AU2737                         *CURRENT SURVEY CONTROL
 AU2737  ___________________________________________________________________
 AU2737* NAD 83(1992)-  29 55 48.93477(N)    090 03 50.78622(W)     ADJUSTED  
 AU2737* NAVD 88     -                                                        
 AU2737  **This station is located in a subsidence area (see below).
 AU2737  ___________________________________________________________________
 AU2737  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AU2737  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU2737
 AU2737  HORZ ORDER  -  THIRD
 AU2737
 AU2737.The horizontal coordinates were established by classical geodetic methods
 AU2737.and adjusted by the National Geodetic Survey in January 1993..
 AU2737
 AU2737 ** The orthometric height has not been validated since last determined
 AU2737 ** by differential leveling and should not be used for control purposes.
 AU2737 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2737 ** area with valid NAVD 88 orthometric heights.
 AU2737 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2737 ** epoch indicated which incorporates improved geoid heights for the
 AU2737 ** Southern Louisiana Subsidence area.
 AU2737 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2737
 AU2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2737
 AU2737.The geoid height was determined by GEOID03.
 AU2737
 AU2737;                    North         East     Units Scale Factor Converg.
 AU2737;SPC LA S     -   159,214.777 1,122,536.925   MT  0.99992650   +0 38 04.7
 AU2737;SPC LA S     -   522,357.15  3,682,856.56   sFT  0.99992650   +0 38 04.7
 AU2737;UTM  15      - 3,314,682.635   783,420.562   MT  1.00059119   +1 27 57.0
 AU2737;UTM  16      - 3,315,006.443   204,196.221   MT  1.00067971   -1 31 47.8
 AU2737
 AU2737                          SUPERSEDED SURVEY CONTROL
 AU2737
 AU2737  NAD 83(1986)-  29 55 48.94958(N)    090 03 50.78582(W) AD(       ) 4
 AU2737  NAD 27      -  29 55 48.21495(N)    090 03 50.52759(W) AD(       ) 3
 AU2737
 AU2737.Superseded values are not recommended for survey control.
 AU2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2737.See file dsdata.txt to determine how the superseded data were derived.
 AU2737
 AU2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8342114683(NAD 83)
 AU2737_MARKER: 63 = STACK
 AU2737
 AU2737  HISTORY     - Date     Condition        Report By
 AU2737  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2737
 AU2737                          STATION DESCRIPTION
 AU2737
 AU2737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2737'THE STATION IS THE APPROXIMATE CENTER OF THE TOP OF THE MOST
 AU2737'SOUTHERLY ONE OF TWO STACKS.  IT IS THE NEW ORLEANS PUBLIC SERVICE
 AU2737'INCORPORATED MARKET STREET GENERATOR STATION STACK LOCATED AT THE
 AU2737'JUNCTION OF RICHARDS STREET AND ST PETERS STREET IN THE SOUTH PART
 AU2737'OF NEW ORLEANS AND OWNED BY THE NEW ORLEANS PUBLIC SERVICE
 AU2737'INCORPORATION OF NEW ORLEANS, LOUISIANA.
 AU2737'
 AU2737'THE STACK IS PAINTED SILVER COLOR, AND THE OVER ALL HEIGHT IS 225
 AU2737'FEET ABOVE THE GROUND LEVEL.
 AU2737'
 AU2737'POINT INTERSECTED IS THE APPROXIMATE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2653 ***********************************************************************
 AU2653  DESIGNATION -  NEW ORLEANS RAD KKC 590 TOWER
 AU2653  PID         -  AU2653
 AU2653  STATE/COUNTY-  LA/ORLEANS
 AU2653  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2653
 AU2653                         *CURRENT SURVEY CONTROL
 AU2653  ___________________________________________________________________
 AU2653* NAD 83(1992)-  29 59 56.56077(N)    090 07 01.31893(W)     ADJUSTED  
 AU2653* NAVD 88     -                                                        
 AU2653  **This station is located in a subsidence area (see below).
 AU2653  ___________________________________________________________________
 AU2653  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2653  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU2653
 AU2653  HORZ ORDER  -  THIRD
 AU2653
 AU2653.The horizontal coordinates were established by classical geodetic methods
 AU2653.and adjusted by the National Geodetic Survey in January 1993..
 AU2653
 AU2653 ** The orthometric height has not been validated since last determined
 AU2653 ** by differential leveling and should not be used for control purposes.
 AU2653 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2653 ** area with valid NAVD 88 orthometric heights.
 AU2653 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2653 ** epoch indicated which incorporates improved geoid heights for the
 AU2653 ** Southern Louisiana Subsidence area.
 AU2653 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2653
 AU2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2653
 AU2653.The geoid height was determined by GEOID03.
 AU2653
 AU2653;                    North         East     Units Scale Factor Converg.
 AU2653;SPC LA S     -   166,783.311 1,117,346.497   MT  0.99992575   +0 36 29.4
 AU2653;SPC LA S     -   547,188.25  3,665,827.63   sFT  0.99992575   +0 36 29.4
 AU2653;UTM  15      - 3,322,179.783   778,117.262   MT  1.00055443   +1 26 32.5
 AU2653
 AU2653                          SUPERSEDED SURVEY CONTROL
 AU2653
 AU2653  NAD 83(1986)-  29 59 56.57580(N)    090 07 01.31602(W) AD(       ) 4
 AU2653  NAD 27      -  29 59 55.84578(N)    090 07 01.05678(W) AD(       ) 3
 AU2653
 AU2653.Superseded values are not recommended for survey control.
 AU2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2653.See file dsdata.txt to determine how the superseded data were derived.
 AU2653
 AU2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7811722180(NAD 83)
 AU2653_MARKER: 55 = TOWER
 AU2653
 AU2653  HISTORY     - Date     Condition        Report By
 AU2653  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2653  HISTORY     - 1972     GOOD             NGS
 AU2653
 AU2653                          STATION DESCRIPTION
 AU2653
 AU2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2653'THE STATION IS THE RED LIGHT AT THE TOP OF THE TOWER.  IT IS A
 AU2653'4 LEGGED SELF SUPPORTED STEEL TOWER PAINTED IN ALTERNATE
 AU2653'SECTIONS OF RED AND WHITE AND IT HAS A RED LIGHT AT THE NORTHWEST
 AU2653'CORNER OF THE TOP.  THE OVERALL HEIGHT IS 170 FEET.
 AU2653'
 AU2653'LOCATED IN THE NORTH SECTION OF NEW ORLEANS, ABOUT 300 FEET
 AU2653'SOUTHWEST OF THE INTERSECTION OF VETERANS HIGHWAY AND PONCHARTRAIN
 AU2653'BOULEVARD AND IS OWNED AND OPERATED BY THE LOUISIANA STATE POLICE.
 AU2653
 AU2653                          STATION RECOVERY (1972)
 AU2653
 AU2653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2653'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AU2653'IS ADEQUATE AND COMPLETE.
 AU2653'
 AU2653'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4246 ***********************************************************************
 BJ4246  DESIGNATION -  NEW ORLEANS RAD KKD 758 TOWER
 BJ4246  PID         -  BJ4246
 BJ4246  STATE/COUNTY-  LA/ORLEANS
 BJ4246  USGS QUAD   -  SPANISH FORT (1992)
 BJ4246
 BJ4246                         *CURRENT SURVEY CONTROL
 BJ4246  ___________________________________________________________________
 BJ4246* NAD 83(1992)-  30 01 33.88984(N)    090 06 48.18645(W)     ADJUSTED  
 BJ4246* NAVD 88     -                                                        
 BJ4246  **This station is located in a subsidence area (see below).
 BJ4246  ___________________________________________________________________
 BJ4246  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4246  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ4246
 BJ4246  HORZ ORDER  -  THIRD
 BJ4246
 BJ4246.The horizontal coordinates were established by classical geodetic methods
 BJ4246.and adjusted by the National Geodetic Survey in January 1993..
 BJ4246
 BJ4246 ** The orthometric height has not been validated since last determined
 BJ4246 ** by differential leveling and should not be used for control purposes.
 BJ4246 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4246 ** area with valid NAVD 88 orthometric heights.
 BJ4246 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4246 ** epoch indicated which incorporates improved geoid heights for the
 BJ4246 ** Southern Louisiana Subsidence area.
 BJ4246 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4246
 BJ4246.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4246
 BJ4246.The geoid height was determined by GEOID03.
 BJ4246
 BJ4246;                    North         East     Units Scale Factor Converg.
 BJ4246;SPC LA S     -   169,783.656 1,117,666.524   MT  0.99992584   +0 36 36.0
 BJ4246;SPC LA S     -   557,031.88  3,666,877.59   sFT  0.99992584   +0 36 36.0
 BJ4246;UTM  15      - 3,325,186.364   778,393.715   MT  1.00055632   +1 26 43.4
 BJ4246
 BJ4246                          SUPERSEDED SURVEY CONTROL
 BJ4246
 BJ4246  NAD 83(1986)-  30 01 33.90524(N)    090 06 48.17936(W) AD(       ) 4
 BJ4246  NAD 27      -  30 01 33.17809(N)    090 06 47.92140(W) AD(       ) 3
 BJ4246
 BJ4246.Superseded values are not recommended for survey control.
 BJ4246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4246.See file dsdata.txt to determine how the superseded data were derived.
 BJ4246
 BJ4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7839425186(NAD 83)
 BJ4246_MARKER: 43 = RADIO/TV TOWER
 BJ4246
 BJ4246  HISTORY     - Date     Condition        Report By
 BJ4246  HISTORY     - 1966     FIRST OBSERVED   CGS
 BJ4246  HISTORY     - 1972     GOOD             NGS
 BJ4246  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BJ4246
 BJ4246                          STATION DESCRIPTION
 BJ4246
 BJ4246'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BJ4246'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS
 BJ4246'A 3 LEGGED SELF SUPPORTED STEEL MAST TAPERING TO A SLENDER
 BJ4246'MAST AT THE TOP.  THE TOWER WAS ORIGINALLY PAINTED RED AND
 BJ4246'WHITE BUT THE PAINT HAS ERODED AWAY AND IS AN ALUMINUM COLOR
 BJ4246'AT THIS TIME.  IT HAS A RED LIGHT AT THE TOP AND THE OVERALL
 BJ4246'HEIGHT IS 148 FEET.
 BJ4246'
 BJ4246'LOCATED ON THE SOUTH SHORE OF LAKE PONCHARTRAIN, ON THE
 BJ4246'WEST SIDE OF LAKE SHORE DRIVE AT A POINT WHERE LAKE SHORE
 BJ4246'DRIVE CURVES FROM NORTH TO EAST.  IT IS OWNED AND OPERATED
 BJ4246'BY THE LOUISIANA WILDLIFE AND FISHERIES COMMISSION.
 BJ4246
 BJ4246                          STATION RECOVERY (1972)
 BJ4246
 BJ4246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4246'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 BJ4246'IS ADEQUATE AND COMPLETE.
 BJ4246'
 BJ4246'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 BJ4246
 BJ4246                          STATION RECOVERY (1985)
 BJ4246
 BJ4246'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 BJ4246'NOT RECOVERED.  TOWER HAS BEEN DISMANTLED AND MOVED TO ANOTHER
 BJ4246'LOCATION AS FOLLOWS--SOUTH SHORE OF LAKE PONCHARTAIN NEAR THE BASE
 BJ4246'OF THE CAUSEWAY BLVD. BRIDGE (APPROX. 150 FT. E OF EASTERN SPAN OF
 BJ4246'BRIDGE, 300 FT. S OF BASE OF BRIDGE AT SHORELINE.) ROBT.
 BJ4246'SMOTHERS, LA. DEPT. OF WILDLIFE AND FISHERIES PROVIDED THE
 BJ4246'FOLLOWING SAT. NAV.  COORDINATES--30 DEGREES, ONE AND 12.02
 BJ4246'HUNDREDTHS MINUTES N.  90 DEGREES, NINE AND 13.27 HUNDREDTHS
 BJ4246'MINUTES W.  SUGGEST LAYING NEW DISK BENCHMARK AT FORMER SITE OF
 BJ4246'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4282 ***********************************************************************
 BJ4282  DESIGNATION -  NEW ORLEANS RAD KKW 592 MST
 BJ4282  PID         -  BJ4282
 BJ4282  STATE/COUNTY-  LA/JEFFERSON
 BJ4282  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4282
 BJ4282                         *CURRENT SURVEY CONTROL
 BJ4282  ___________________________________________________________________
 BJ4282* NAD 83(1992)-  30 00 32.07438(N)    090 09 46.69490(W)     ADJUSTED  
 BJ4282* NAVD 88     -                                                        
 BJ4282  **This station is located in a subsidence area (see below).
 BJ4282  ___________________________________________________________________
 BJ4282  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4282  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BJ4282
 BJ4282  HORZ ORDER  -  THIRD
 BJ4282
 BJ4282.The horizontal coordinates were established by classical geodetic methods
 BJ4282.and adjusted by the National Geodetic Survey in January 1993..
 BJ4282
 BJ4282 ** The orthometric height has not been validated since last determined
 BJ4282 ** by differential leveling and should not be used for control purposes.
 BJ4282 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4282 ** area with valid NAVD 88 orthometric heights.
 BJ4282 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4282 ** epoch indicated which incorporates improved geoid heights for the
 BJ4282 ** Southern Louisiana Subsidence area.
 BJ4282 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4282
 BJ4282.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4282
 BJ4282.The geoid height was determined by GEOID03.
 BJ4282
 BJ4282;                    North         East     Units Scale Factor Converg.
 BJ4282;SPC LA S     -   167,830.566 1,112,903.492   MT  0.99992575   +0 35 06.7
 BJ4282;SPC LA S     -   550,624.12  3,651,250.87   sFT  0.99992575   +0 35 06.7
 BJ4282;UTM  15      - 3,323,162.829   773,656.742   MT  1.00052405   +1 25 11.2
 BJ4282
 BJ4282                          SUPERSEDED SURVEY CONTROL
 BJ4282
 BJ4282  NAD 83(1986)-  30 00 32.08999(N)    090 09 46.69362(W) AD(       ) 4
 BJ4282  NAD 27      -  30 00 31.36204(N)    090 09 46.42604(W) AD(       ) 3
 BJ4282
 BJ4282.Superseded values are not recommended for survey control.
 BJ4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4282.See file dsdata.txt to determine how the superseded data were derived.
 BJ4282
 BJ4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7365723163(NAD 83)
 BJ4282_MARKER: 42 = RADIO/TV MAST
 BJ4282
 BJ4282  HISTORY     - Date     Condition        Report By
 BJ4282  HISTORY     - 1966     FIRST OBSERVED   CGS
 BJ4282  HISTORY     - 1974     GOOD             NGS
 BJ4282
 BJ4282                          STATION DESCRIPTION
 BJ4282
 BJ4282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 BJ4282'THE STATION WAS RECOVERED AND IN GOOD CONDITION.
 BJ4282'
 BJ4282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 BJ4282'CITY OF METAIRIE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2709 ***********************************************************************
 AU2709  DESIGNATION -  NEW ORLEANS RAD STA WBOK TOWER
 AU2709  PID         -  AU2709
 AU2709  STATE/COUNTY-  LA/ORLEANS
 AU2709  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2709
 AU2709                         *CURRENT SURVEY CONTROL
 AU2709  ___________________________________________________________________
 AU2709* NAD 83(1992)-  29 59 20.11042(N)    090 02 43.86785(W)     ADJUSTED  
 AU2709* NAVD 88     -                                                        
 AU2709  **This station is located in a subsidence area (see below).
 AU2709  ___________________________________________________________________
 AU2709  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AU2709  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU2709
 AU2709  HORZ ORDER  -  THIRD
 AU2709
 AU2709.The horizontal coordinates were established by classical geodetic methods
 AU2709.and adjusted by the National Geodetic Survey in January 1993..
 AU2709
 AU2709 ** The orthometric height has not been validated since last determined
 AU2709 ** by differential leveling and should not be used for control purposes.
 AU2709 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2709 ** area with valid NAVD 88 orthometric heights.
 AU2709 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2709 ** epoch indicated which incorporates improved geoid heights for the
 AU2709 ** Southern Louisiana Subsidence area.
 AU2709 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2709
 AU2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2709
 AU2709.The geoid height was determined by GEOID03.
 AU2709
 AU2709;                    North         East     Units Scale Factor Converg.
 AU2709;SPC LA S     -   165,736.463 1,124,258.390   MT  0.99992577   +0 38 38.1
 AU2709;SPC LA S     -   543,753.71  3,688,504.40   sFT  0.99992577   +0 38 38.1
 AU2709;UTM  15      - 3,321,233.036   785,048.181   MT  1.00060260   +1 28 39.9
 AU2709;UTM  16      - 3,321,463.226   206,164.402   MT  1.00066538   -1 31 24.0
 AU2709
 AU2709                          SUPERSEDED SURVEY CONTROL
 AU2709
 AU2709  NAD 83(1986)-  29 59 20.12446(N)    090 02 43.86646(W) AD(       ) 4
 AU2709  NAD 27      -  29 59 19.39495(N)    090 02 43.61194(W) AD(       ) 3
 AU2709
 AU2709.Superseded values are not recommended for survey control.
 AU2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2709.See file dsdata.txt to determine how the superseded data were derived.
 AU2709
 AU2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8504821233(NAD 83)
 AU2709_MARKER: 43 = RADIO/TV TOWER
 AU2709
 AU2709  HISTORY     - Date     Condition        Report By
 AU2709  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2709
 AU2709                          STATION DESCRIPTION
 AU2709
 AU2709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2709'THE NEW ORLEANS, RADIO STATION WBOK TOWER IS LOCATED IN THE
 AU2709'EASTERN PART OF NEW ORLEANS AT THE SEWAGE AND WATER BOARD YARD AT
 AU2709'THE INTERSECTION OF PEOPLES AND ABUNDANCE STREETS.
 AU2709'
 AU2709'IT IS A THREE-LEGGED SELF SUPPORTED STEEL STRUCTURE, PAINTED
 AU2709'ALTERNATE RED AND WHITE BY SECTION AND HAS AN OVERALL HEIGHT OF 285
 AU2709'FEET.
 AU2709'
 AU2709'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2673 ***********************************************************************
 AU2673  DESIGNATION -  NEW ORLEANS RAD WWMT FM MAST
 AU2673  PID         -  AU2673
 AU2673  STATE/COUNTY-  LA/ORLEANS
 AU2673  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2673
 AU2673                         *CURRENT SURVEY CONTROL
 AU2673  ___________________________________________________________________
 AU2673* NAD 83(1992)-  29 56 06.85573(N)    090 04 47.33202(W)     ADJUSTED  
 AU2673* NAVD 88     -                                                        
 AU2673  **This station is located in a subsidence area (see below).
 AU2673  ___________________________________________________________________
 AU2673  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU2673  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2673
 AU2673  HORZ ORDER  -  THIRD
 AU2673
 AU2673.The horizontal coordinates were established by classical geodetic methods
 AU2673.and adjusted by the National Geodetic Survey in January 1993..
 AU2673
 AU2673 ** The orthometric height has not been validated since last determined
 AU2673 ** by differential leveling and should not be used for control purposes.
 AU2673 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2673 ** area with valid NAVD 88 orthometric heights.
 AU2673 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2673 ** epoch indicated which incorporates improved geoid heights for the
 AU2673 ** Southern Louisiana Subsidence area.
 AU2673 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2673
 AU2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2673
 AU2673.The geoid height was determined by GEOID03.
 AU2673
 AU2673;                    North         East     Units Scale Factor Converg.
 AU2673;SPC LA S     -   159,749.834 1,121,014.507   MT  0.99992640   +0 37 36.4
 AU2673;SPC LA S     -   524,112.58  3,677,861.76   sFT  0.99992640   +0 37 36.4
 AU2673;UTM  15      - 3,315,195.886   781,889.533   MT  1.00058051   +1 27 29.5
 AU2673;UTM  16      - 3,315,599.071   202,693.961   MT  1.00069071   -1 32 16.9
 AU2673
 AU2673                          SUPERSEDED SURVEY CONTROL
 AU2673
 AU2673  NAD 83(1986)-  29 56 06.87080(N)    090 04 47.33179(W) AD(       ) 4
 AU2673  NAD 27      -  29 56 06.13819(N)    090 04 47.07299(W) AD(       ) 3
 AU2673
 AU2673.Superseded values are not recommended for survey control.
 AU2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2673.See file dsdata.txt to determine how the superseded data were derived.
 AU2673
 AU2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8189015196(NAD 83)
 AU2673_MARKER: 42 = RADIO/TV MAST
 AU2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2673+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2673
 AU2673  HISTORY     - Date     Condition        Report By
 AU2673  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2673  HISTORY     - 20030506 GOOD             USPSQD
 AU2673
 AU2673                          STATION DESCRIPTION
 AU2673
 AU2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2673'THE STATION IS THE LIGHT ATOP THE MAST.  IT IS A SELF SUPPORTED
 AU2673'SLENDER MAST PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 AU2673'WHITE AND IS ON TOP OF THE PONTCHARTRAIN HOTEL.  THE OVERALL
 AU2673'HEIGHT IS 228 FEET.
 AU2673'
 AU2673'LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF ST.
 AU2673'CHARLES AND JOSEPHINE STREETS.
 AU2673
 AU2673                          STATION RECOVERY (2003)
 AU2673
 AU2673'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2650 ***********************************************************************
 AU2650  DESIGNATION -  NEW ORLEANS SEWAGE BOARD 1 STK
 AU2650  PID         -  AU2650
 AU2650  STATE/COUNTY-  LA/ORLEANS
 AU2650  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2650
 AU2650                         *CURRENT SURVEY CONTROL
 AU2650  ___________________________________________________________________
 AU2650* NAD 83(1992)-  29 57 26.51425(N)    090 07 26.44271(W)     ADJUSTED  
 AU2650* NAVD 88     -                                                        
 AU2650  **This station is located in a subsidence area (see below).
 AU2650  ___________________________________________________________________
 AU2650  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU2650  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AU2650
 AU2650  HORZ ORDER  -  THIRD
 AU2650
 AU2650.The horizontal coordinates were established by classical geodetic methods
 AU2650.and adjusted by the National Geodetic Survey in January 1993..
 AU2650
 AU2650 ** The orthometric height has not been validated since last determined
 AU2650 ** by differential leveling and should not be used for control purposes.
 AU2650 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2650 ** area with valid NAVD 88 orthometric heights.
 AU2650 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2650 ** epoch indicated which incorporates improved geoid heights for the
 AU2650 ** Southern Louisiana Subsidence area.
 AU2650 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2650
 AU2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2650
 AU2650.The geoid height was determined by GEOID03.
 AU2650
 AU2650;                    North         East     Units Scale Factor Converg.
 AU2650;SPC LA S     -   162,156.516 1,116,721.974   MT  0.99992603   +0 36 16.8
 AU2650;SPC LA S     -   532,008.50  3,663,778.68   sFT  0.99992603   +0 36 16.8
 AU2650;UTM  15      - 3,317,541.489   777,559.743   MT  1.00055061   +1 26 13.4
 AU2650
 AU2650                          SUPERSEDED SURVEY CONTROL
 AU2650
 AU2650  NAD 83(1986)-  29 57 26.52998(N)    090 07 26.44357(W) AD(       ) 4
 AU2650  NAD 27      -  29 57 25.79497(N)    090 07 26.17336(W) AD(       ) 3
 AU2650
 AU2650.Superseded values are not recommended for survey control.
 AU2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2650.See file dsdata.txt to determine how the superseded data were derived.
 AU2650
 AU2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7756017541(NAD 83)
 AU2650_MARKER: 63 = STACK
 AU2650
 AU2650  HISTORY     - Date     Condition        Report By
 AU2650  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2650  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 AU2650
 AU2650                          STATION DESCRIPTION
 AU2650
 AU2650'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2766 ***********************************************************************
 AU2766  DESIGNATION -  NEW ORLEANS SHIP COMPRESS TK
 AU2766  PID         -  AU2766
 AU2766  STATE/COUNTY-  LA/JEFFERSON
 AU2766  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2766
 AU2766                         *CURRENT SURVEY CONTROL
 AU2766  ___________________________________________________________________
 AU2766* NAD 83(1992)-  29 57 38.80644(N)    090 08 09.62122(W)     ADJUSTED  
 AU2766* NAVD 88     -                                                        
 AU2766  **This station is located in a subsidence area (see below).
 AU2766  ___________________________________________________________________
 AU2766  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2766  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AU2766
 AU2766  HORZ ORDER  -  THIRD
 AU2766
 AU2766.The horizontal coordinates were established by classical geodetic methods
 AU2766.and adjusted by the National Geodetic Survey in January 1993..
 AU2766
 AU2766 ** The orthometric height has not been validated since last determined
 AU2766 ** by differential leveling and should not be used for control purposes.
 AU2766 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2766 ** area with valid NAVD 88 orthometric heights.
 AU2766 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2766 ** epoch indicated which incorporates improved geoid heights for the
 AU2766 ** Southern Louisiana Subsidence area.
 AU2766 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2766
 AU2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2766
 AU2766.The geoid height was determined by GEOID03.
 AU2766
 AU2766;                    North         East     Units Scale Factor Converg.
 AU2766;SPC LA S     -   162,522.813 1,115,560.415   MT  0.99992599   +0 35 55.2
 AU2766;SPC LA S     -   533,210.26  3,659,967.79   sFT  0.99992599   +0 35 55.2
 AU2766;UTM  15      - 3,317,891.089   776,392.261   MT  1.00054263   +1 25 52.3
 AU2766
 AU2766                          SUPERSEDED SURVEY CONTROL
 AU2766
 AU2766  NAD 83(1986)-  29 57 38.82157(N)    090 08 09.62036(W) AD(       ) 4
 AU2766  NAD 27      -  29 57 38.08764(N)    090 08 09.35231(W) AD(       ) 3
 AU2766
 AU2766.Superseded values are not recommended for survey control.
 AU2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2766.See file dsdata.txt to determine how the superseded data were derived.
 AU2766
 AU2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7639217891(NAD 83)
 AU2766_MARKER: 53 = ELEVATED TANK
 AU2766
 AU2766  HISTORY     - Date     Condition        Report By
 AU2766  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2766  HISTORY     - 1966     GOOD             CGS
 AU2766  HISTORY     - 19950120 GOOD             USPSQD
 AU2766  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 AU2766
 AU2766                          STATION DESCRIPTION
 AU2766
 AU2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2766'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF JEFFERSON
 AU2766'PARISH, 120 FEET WEST OF THE PUBLIC BELT RAILROAD, 90 FEET
 AU2766'SOUTH OF THE SOUTH END OF THE WAREHOUSE AND 84 FEET EAST OF
 AU2766'THE LOUISIANA-ARKANSAS RAILROAD TRACKS.  A 4-LEGGED STEEL
 AU2766'STRUCTURE SUPPORTS THE TANK PROPER.  IT IS SILVER COLORED
 AU2766'AND HAS AN OVER-ALL HEIGHT OF 120 FEET.  THE BALL AT THE APEX
 AU2766'WAS THE POINT OBSERVED UPON.
 AU2766
 AU2766                          STATION RECOVERY (1966)
 AU2766
 AU2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2766'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 4
 AU2766'LEGGED SELF SUPPORTED WATER TANK PAINTED SILVER WITH THE LEGEND
 AU2766'SHIPPERS COMPRESS PAINTED IN BLACK LETTERS ON THE NORTH AND
 AU2766'SOUTH SIDE.  THE OVERALL HEIGHT IS ABOUT 120 FEET.
 AU2766'
 AU2766'LOCATED APPROXIMATELY 600 FT. NORTHWEST OF THE JUNCTION OF
 AU2766'CHESTERFIELD AND DAKIN STREETS.
 AU2766'
 AU2766'PREVIOUSLY LISTED AS--SOUTHPORT, SHIPPERS COMPRESS, WATER
 AU2766'TANK 1953.
 AU2766
 AU2766                          STATION RECOVERY (1995)
 AU2766
 AU2766'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2766'RECOVERED IN GOOD CONDITION.
 AU2766
 AU2766                          STATION RECOVERY (2003)
 AU2766
 AU2766'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4278 ***********************************************************************
 BJ4278  DESIGNATION -  NEW ORLEANS ST FRANCIS CABR CH
 BJ4278  PID         -  BJ4278
 BJ4278  STATE/COUNTY-  LA/ORLEANS
 BJ4278  USGS QUAD   -  SPANISH FORT (1992)
 BJ4278
 BJ4278                         *CURRENT SURVEY CONTROL
 BJ4278  ___________________________________________________________________
 BJ4278* NAD 83(1992)-  30 00 50.31863(N)    090 04 32.38784(W)     ADJUSTED  
 BJ4278* NAVD 88     -                                                        
 BJ4278  **This station is located in a subsidence area (see below).
 BJ4278  ___________________________________________________________________
 BJ4278  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4278  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BJ4278
 BJ4278  HORZ ORDER  -  THIRD
 BJ4278
 BJ4278.The horizontal coordinates were established by classical geodetic methods
 BJ4278.and adjusted by the National Geodetic Survey in May 1994..
 BJ4278
 BJ4278 ** The orthometric height has not been validated since last determined
 BJ4278 ** by differential leveling and should not be used for control purposes.
 BJ4278 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4278 ** area with valid NAVD 88 orthometric heights.
 BJ4278 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4278 ** epoch indicated which incorporates improved geoid heights for the
 BJ4278 ** Southern Louisiana Subsidence area.
 BJ4278 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4278
 BJ4278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4278
 BJ4278.The geoid height was determined by GEOID03.
 BJ4278
 BJ4278;                    North         East     Units Scale Factor Converg.
 BJ4278;SPC LA S     -   168,481.507 1,121,319.453   MT  0.99992577   +0 37 43.9
 BJ4278;SPC LA S     -   552,759.74  3,678,862.24   sFT  0.99992577   +0 37 43.9
 BJ4278;UTM  15      - 3,323,936.793   782,067.598   MT  1.00058173   +1 27 49.5
 BJ4278;UTM  16      - 3,324,319.618   203,329.281   MT  1.00068603   -1 32 22.6
 BJ4278
 BJ4278                          SUPERSEDED SURVEY CONTROL
 BJ4278
 BJ4278  NAD 83(1992)-  30 00 50.31876(N)    090 04 32.38764(W) AD(       ) 4
 BJ4278  NAD 83(1986)-  30 00 50.33343(N)    090 04 32.38595(W) AD(       ) 4
 BJ4278  NAD 27      -  30 00 49.60660(N)    090 04 32.12741(W) AD(       ) 3
 BJ4278
 BJ4278.Superseded values are not recommended for survey control.
 BJ4278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4278.See file dsdata.txt to determine how the superseded data were derived.
 BJ4278
 BJ4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8206823937(NAD 83)
 BJ4278_MARKER: 91 = CHURCH CROSS
 BJ4278
 BJ4278  HISTORY     - Date     Condition        Report By
 BJ4278  HISTORY     - 1972     FIRST OBSERVED   NGS
 BJ4278  HISTORY     - 19961220 GOOD             USPSQD
 BJ4278
 BJ4278                          STATION DESCRIPTION
 BJ4278
 BJ4278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4278'THE NEW ORLEANS, SAINT FRANCIS CABRINI CHURCH SPIRE IS LOCATED AT THE
 BJ4278'INTERSECTION OF CRESCENT AND PARIS AVENUE IN THE NORTH SECTION OF
 BJ4278'NEW ORLEANS AT 5500 PARIS AVENUE.
 BJ4278'
 BJ4278'IT IS A SPIRE PAINTED WHITE IN COLOR WITH A CROSS ATOP.  IT IS ATOP
 BJ4278'THE SAINT FRANCIS CABRINI CHURCH.  HEIGHT IS APPROXIMATELY 125 FEET.
 BJ4278'
 BJ4278'POINT INTERSECTED WAS THE APPROXIMATE CENTER OF THE CROSS.
 BJ4278
 BJ4278                          STATION RECOVERY (1996)
 BJ4278
 BJ4278'RECOVERY NOTE BY US POWER SQUADRON 1996
 BJ4278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2675 ***********************************************************************
 AU2675  DESIGNATION -  NEW ORLEANS ST JOHN BAP CHURCH
 AU2675  PID         -  AU2675
 AU2675  STATE/COUNTY-  LA/ORLEANS
 AU2675  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2675
 AU2675                         *CURRENT SURVEY CONTROL
 AU2675  ___________________________________________________________________
 AU2675* NAD 83(1992)-  29 56 38.07203(N)    090 04 38.63864(W)     ADJUSTED  
 AU2675* NAVD 88     -                                                        
 AU2675  **This station is located in a subsidence area (see below).
 AU2675  ___________________________________________________________________
 AU2675  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AU2675  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AU2675
 AU2675  HORZ ORDER  -  THIRD
 AU2675
 AU2675.The horizontal coordinates were established by classical geodetic methods
 AU2675.and adjusted by the National Geodetic Survey in January 1993..
 AU2675
 AU2675 ** The orthometric height has not been validated since last determined
 AU2675 ** by differential leveling and should not be used for control purposes.
 AU2675 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2675 ** area with valid NAVD 88 orthometric heights.
 AU2675 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2675 ** epoch indicated which incorporates improved geoid heights for the
 AU2675 ** Southern Louisiana Subsidence area.
 AU2675 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2675
 AU2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2675
 AU2675.The geoid height was determined by GEOID03.
 AU2675
 AU2675;                    North         East     Units Scale Factor Converg.
 AU2675;SPC LA S     -   160,713.472 1,121,237.091   MT  0.99992624   +0 37 40.7
 AU2675;SPC LA S     -   527,274.12  3,678,592.02   sFT  0.99992624   +0 37 40.7
 AU2675;UTM  15      - 3,316,163.286   782,098.244   MT  1.00058196   +1 27 35.2
 AU2675;UTM  16      - 3,316,554.342   202,952.987   MT  1.00068881   -1 32 14.0
 AU2675
 AU2675                          SUPERSEDED SURVEY CONTROL
 AU2675
 AU2675  NAD 83(1986)-  29 56 38.08728(N)    090 04 38.63850(W) AD(       ) 4
 AU2675  NAD 27      -  29 56 37.35821(N)    090 04 38.37615(W) AD(       ) 3
 AU2675
 AU2675.Superseded values are not recommended for survey control.
 AU2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2675.See file dsdata.txt to determine how the superseded data were derived.
 AU2675
 AU2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8209816163(NAD 83)
 AU2675_MARKER: 91 = CHURCH CROSS
 AU2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2675+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2675
 AU2675  HISTORY     - Date     Condition        Report By
 AU2675  HISTORY     - 1874     FIRST OBSERVED   CGS
 AU2675  HISTORY     - 1952     GOOD             CGS
 AU2675  HISTORY     - 20030506 GOOD             USPSQD
 AU2675
 AU2675                          STATION DESCRIPTION
 AU2675
 AU2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (CHB)
 AU2675'THE POINT OF OBSERVATION WAS THE LARGE FANCY GILT CROSS
 AU2675'ON THE CHURCH ON THE W SIDE OF DRYADES STREET NEAR CALIOPE
 AU2675'STREET.  THE BUILDING IS OF BRICK CONSTRUCTION.
 AU2675
 AU2675                          STATION RECOVERY (1952)
 AU2675
 AU2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2675'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1930 RECOVERY
 AU2675'NOTE BY H.W.H. IS ADEQUATE AND COMPLETE.
 AU2675
 AU2675                          STATION RECOVERY (2003)
 AU2675
 AU2675'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4137 ***********************************************************************
 BJ4137  DESIGNATION -  NEW ORLEANS ST LOUIS AWY BCN 6
 BJ4137  PID         -  BJ4137
 BJ4137  STATE/COUNTY-  LA/WASHINGTON
 BJ4137  USGS QUAD   -  PINE (1983)
 BJ4137
 BJ4137                         *CURRENT SURVEY CONTROL
 BJ4137  ___________________________________________________________________
 BJ4137* NAD 83(1992)-  30 54 11.96960(N)    090 03 59.39980(W)     ADJUSTED  
 BJ4137* NAVD 88     -                                                        
 BJ4137  ___________________________________________________________________
 BJ4137  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BJ4137  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BJ4137
 BJ4137  HORZ ORDER  -  THIRD
 BJ4137
 BJ4137.The horizontal coordinates were established by classical geodetic methods
 BJ4137.and adjusted by the National Geodetic Survey in May 1994..
 BJ4137
 BJ4137
 BJ4137.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4137
 BJ4137.The geoid height was determined by GEOID03.
 BJ4137
 BJ4137;                    North         East     Units Scale Factor Converg.
 BJ4137;SPC LA S     -   267,075.281 1,121,113.408   MT  1.00004956   +0 38 00.4
 BJ4137;SPC LA S     -   876,229.48  3,678,186.24   sFT  1.00004956   +0 38 00.4
 BJ4137;SPC MS W     -   155,589.538   725,508.167   MT  0.99995802   +0 08 13.4
 BJ4137;SPC MS W     -   510,463.34  2,380,271.38   sFT  0.99995802   +0 08 13.4
 BJ4137;UTM  15      - 3,422,576.491   780,390.118   MT  1.00056991   +1 30 27.4
 BJ4137;UTM  16      - 3,422,918.816   206,891.822   MT  1.00065991   -1 34 33.8
 BJ4137
 BJ4137                          SUPERSEDED SURVEY CONTROL
 BJ4137
 BJ4137  NAD 83(1992)-  30 54 11.97705(N)    090 03 59.39593(W) AD(       ) 4
 BJ4137  NAD 83(1986)-  30 54 11.98394(N)    090 03 59.39674(W) AD(       ) 4
 BJ4137  NAD 27      -  30 54 11.32566(N)    090 03 59.08969(W) AD(       ) 3
 BJ4137
 BJ4137.Superseded values are not recommended for survey control.
 BJ4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4137.See file dsdata.txt to determine how the superseded data were derived.
 BJ4137
 BJ4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8039022576(NAD 83)
 BJ4137_MARKER: 22 = AIRWAY BEACON
 BJ4137
 BJ4137  HISTORY     - Date     Condition        Report By
 BJ4137  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4137
 BJ4137                          STATION DESCRIPTION
 BJ4137
 BJ4137'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2678 ***********************************************************************
 AU2678  DESIGNATION -  NEW ORLEANS ST MARYS CH TOWER
 AU2678  PID         -  AU2678
 AU2678  STATE/COUNTY-  LA/ORLEANS
 AU2678  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2678
 AU2678                         *CURRENT SURVEY CONTROL
 AU2678  ___________________________________________________________________
 AU2678* NAD 83(1992)-  29 55 46.34317(N)    090 04 28.32341(W)     ADJUSTED  
 AU2678* NAVD 88     -                                                        
 AU2678  **This station is located in a subsidence area (see below).
 AU2678  ___________________________________________________________________
 AU2678  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AU2678  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU2678
 AU2678  HORZ ORDER  -  THIRD
 AU2678
 AU2678.The horizontal coordinates were established by classical geodetic methods
 AU2678.and adjusted by the National Geodetic Survey in January 1993..
 AU2678
 AU2678 ** The orthometric height has not been validated since last determined
 AU2678 ** by differential leveling and should not be used for control purposes.
 AU2678 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2678 ** area with valid NAVD 88 orthometric heights.
 AU2678 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2678 ** epoch indicated which incorporates improved geoid heights for the
 AU2678 ** Southern Louisiana Subsidence area.
 AU2678 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2678
 AU2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2678
 AU2678.The geoid height was determined by GEOID03.
 AU2678
 AU2678;                    North         East     Units Scale Factor Converg.
 AU2678;SPC LA S     -   159,123.883 1,121,531.171   MT  0.99992651   +0 37 45.9
 AU2678;SPC LA S     -   522,058.94  3,679,556.85   sFT  0.99992651   +0 37 45.9
 AU2678;UTM  15      - 3,314,577.091   782,415.570   MT  1.00058417   +1 27 38.1
 AU2678;UTM  16      - 3,314,953.560   203,186.989   MT  1.00068709   -1 32 06.4
 AU2678
 AU2678                          SUPERSEDED SURVEY CONTROL
 AU2678
 AU2678  NAD 83(1986)-  29 55 46.35796(N)    090 04 28.32307(W) AD(       ) 4
 AU2678  NAD 27      -  29 55 45.62661(N)    090 04 28.06263(W) AD(       ) 3
 AU2678
 AU2678.Superseded values are not recommended for survey control.
 AU2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2678.See file dsdata.txt to determine how the superseded data were derived.
 AU2678
 AU2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8241614577(NAD 83)
 AU2678_MARKER: 91 = CHURCH CROSS
 AU2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2678+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2678
 AU2678  HISTORY     - Date     Condition        Report By
 AU2678  HISTORY     - 1874     FIRST OBSERVED   CGS
 AU2678  HISTORY     - 1946     GOOD             CGS
 AU2678  HISTORY     - 1952     GOOD             CGS
 AU2678  HISTORY     - 20030506 GOOD             USPSQD
 AU2678
 AU2678                          STATION DESCRIPTION
 AU2678
 AU2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (CHB)
 AU2678'THE POINT OF OBSERVATION WAS THE GILT CROSS ATOP THE TIN
 AU2678'SPIRE OF THE BRICK CHURCH ON JOSEPHINE STREET BETWEEN CONSTANCE
 AU2678'AND LAUREL STREETS.  THE CROSS FACES NORTHWEST.
 AU2678
 AU2678                          STATION RECOVERY (1946)
 AU2678
 AU2678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CLJ)
 AU2678'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO THE CHURCH
 AU2678'RECORDS AND SUBSTANTIATED BY LOCAL RESIDENTS THE POSITION
 AU2678'OF THE GILT CROSS ATOP THE SPIRE OF THE CHURCH HAS NOT
 AU2678'CHANGED SINCE IT WAS BUILT.  THE DESCRIPTION IS ADEQUATE.
 AU2678
 AU2678                          STATION RECOVERY (1952)
 AU2678
 AU2678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2678'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2678'IS ADEQUATE AND COMPLETE.
 AU2678
 AU2678                          STATION RECOVERY (2003)
 AU2678
 AU2678'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2638 ***********************************************************************
 AU2638  DESIGNATION -  NEW ORLEANS ST PAT ECC
 AU2638  PID         -  AU2638
 AU2638  STATE/COUNTY-  LA/ORLEANS
 AU2638  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2638
 AU2638                         *CURRENT SURVEY CONTROL
 AU2638  ___________________________________________________________________
 AU2638* NAD 83(1992)-  29 56 47.92290(N)    090 04 11.84328(W)     ADJUSTED  
 AU2638* NAVD 88     -        15.   **(meters)      49.   **(feet)  SCALED    
 AU2638  **This station is located in a subsidence area (see below).
 AU2638  ___________________________________________________________________
 AU2638  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AU2638  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2638
 AU2638  HORZ ORDER  -  SECOND
 AU2638
 AU2638.The horizontal coordinates were established by classical geodetic methods
 AU2638.and adjusted by the National Geodetic Survey in January 1993..
 AU2638
 AU2638 ** The orthometric height has not been validated since last determined
 AU2638 ** by differential leveling and should not be used for control purposes.
 AU2638 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2638 ** area with valid NAVD 88 orthometric heights.
 AU2638 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2638 ** epoch indicated which incorporates improved geoid heights for the
 AU2638 ** Southern Louisiana Subsidence area.
 AU2638 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2638.The orthometric height was scaled from a topographic map.
 AU2638
 AU2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2638
 AU2638.The geoid height was determined by GEOID03.
 AU2638
 AU2638;                    North         East     Units Scale Factor Converg.
 AU2638;SPC LA S     -   161,024.659 1,121,952.216   MT  0.99992619   +0 37 54.1
 AU2638;SPC LA S     -   528,295.07  3,680,938.23   sFT  0.99992619   +0 37 54.1
 AU2638;UTM  15      - 3,316,485.034   782,809.244   MT  1.00058692   +1 27 49.1
 AU2638;UTM  16      - 3,316,838.503   203,679.911   MT  1.00068348   -1 32 01.0
 AU2638
 AU2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2638!SPC LA S     -   1.00000174  x   0.99992619  =   0.99992793
 AU2638!UTM  15      -   1.00000174  x   1.00058692  =   1.00058867
 AU2638!UTM  16      -   1.00000174  x   1.00068348  =   1.00068523
 AU2638
 AU2638|---------------------------------------------------------------------|
 AU2638| PID    Reference Object                     Distance      Geod. Az  |
 AU2638|                                                           dddmmss.s |
 AU2638| AU2645 NEW ORLEANS ST PATRICK S SPIRE        7.278 METERS 14753     |
 AU2638| AB2619 HARVEY                              APPROX. 4.5 KM 1974649.2 |
 AU2638| AU2644 NEW ORLEANS ST PATRICKS CH MK         2.043 METERS 29009     |
 AU2638|---------------------------------------------------------------------|
 AU2638
 AU2638                          SUPERSEDED SURVEY CONTROL
 AU2638
 AU2638  NAD 83(1986)-  29 56 47.93812(N)    090 04 11.84320(W) AD(       ) 2
 AU2638  NAD 27      -  29 56 47.20299(N)    090 04 11.58681(W) AD(       ) 2
 AU2638
 AU2638.Superseded values are not recommended for survey control.
 AU2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2638.See file dsdata.txt to determine how the superseded data were derived.
 AU2638
 AU2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8280916485(NAD 83)
 AU2638
 AU2638  HISTORY     - Date     Condition        Report By
 AU2638  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2638  HISTORY     - 1954     GOOD             CGS
 AU2638  HISTORY     - 19961226 GOOD             USPSQD
 AU2638
 AU2638                          STATION DESCRIPTION
 AU2638
 AU2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU2638'THE STATION IS LOCATED IN THE DOWNTOWN SECTION OF NEW ORLEANS,
 AU2638'ON THE ROOF OF THE STONE TOWER OF ST. PATRICKS CATHOLIC
 AU2638'CHURCH, AT THE SE ANGLE OF THE INTERSECTION OF CAMP AND GIROD
 AU2638'STREETS.
 AU2638'
 AU2638'A NEW TIN ROOF HAS BEEN ADDED TO THE ROOF, COVERING ANY MARK
 AU2638'THAT MAY HAVE BEEN SET.  THE POINT OCCUPIED CAN EASILY BE
 AU2638'LOCATED FROM THE ORIGINAL DESCRIPTION GIVEN FOR STATION ST.
 AU2638'PATRICKS CHURCH.
 AU2638
 AU2638                          STATION RECOVERY (1996)
 AU2638
 AU2638'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2644 ***********************************************************************
 AU2644  DESIGNATION -  NEW ORLEANS ST PATRICKS CH MK
 AU2644  PID         -  AU2644
 AU2644  STATE/COUNTY-  LA/ORLEANS
 AU2644  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2644
 AU2644                         *CURRENT SURVEY CONTROL
 AU2644  ___________________________________________________________________
 AU2644* NAD 83(1992)-  29 56 47.94576(N)    090 04 11.91480(W)     ADJUSTED  
 AU2644* NAVD 88     -        15.   **(meters)      49.   **(feet)  SCALED    
 AU2644  **This station is located in a subsidence area (see below).
 AU2644  ___________________________________________________________________
 AU2644  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AU2644  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2644
 AU2644  HORZ ORDER  -  SECOND
 AU2644
 AU2644.The horizontal coordinates were established by classical geodetic methods
 AU2644.and adjusted by the National Geodetic Survey in January 1993..
 AU2644
 AU2644 ** The orthometric height has not been validated since last determined
 AU2644 ** by differential leveling and should not be used for control purposes.
 AU2644 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2644 ** area with valid NAVD 88 orthometric heights.
 AU2644 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2644 ** epoch indicated which incorporates improved geoid heights for the
 AU2644 ** Southern Louisiana Subsidence area.
 AU2644 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2644.The orthometric height was scaled from a topographic map.
 AU2644
 AU2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2644
 AU2644.The geoid height was determined by GEOID03.
 AU2644
 AU2644;                    North         East     Units Scale Factor Converg.
 AU2644;SPC LA S     -   161,025.341 1,121,950.291   MT  0.99992619   +0 37 54.1
 AU2644;SPC LA S     -   528,297.31  3,680,931.91   sFT  0.99992619   +0 37 54.1
 AU2644;UTM  15      - 3,316,485.689   782,807.308   MT  1.00058690   +1 27 49.0
 AU2644;UTM  16      - 3,316,839.259   203,678.012   MT  1.00068350   -1 32 01.1
 AU2644
 AU2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2644!SPC LA S     -   1.00000174  x   0.99992619  =   0.99992793
 AU2644!UTM  15      -   1.00000174  x   1.00058690  =   1.00058865
 AU2644!UTM  16      -   1.00000174  x   1.00068350  =   1.00068525
 AU2644
 AU2644                          SUPERSEDED SURVEY CONTROL
 AU2644
 AU2644  NAD 83(1986)-  29 56 47.96097(N)    090 04 11.91473(W) AD(       ) 2
 AU2644  NAD 27      -  29 56 47.22584(N)    090 04 11.65833(W) AD(       ) 2
 AU2644
 AU2644.Superseded values are not recommended for survey control.
 AU2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2644.See file dsdata.txt to determine how the superseded data were derived.
 AU2644
 AU2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8280716486(NAD 83)
 AU2644_MARKER: DS = TRIANGULATION STATION DISK
 AU2644_SETTING: 0 = UNSPECIFIED SETTING
 AU2644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2644
 AU2644  HISTORY     - Date     Condition        Report By
 AU2644  HISTORY     - 1930     MONUMENTED       CGS
 AU2644  HISTORY     - 1952     GOOD             CGS
 AU2644  HISTORY     - 1954     GOOD             CGS
 AU2644
 AU2644                          STATION DESCRIPTION
 AU2644
 AU2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 AU2644'ON THE STONE TOWER OF ST. PATRICKS CHURCH ON CAMP STREET BETWEEN
 AU2644'JULIA AND GIROD STREETS.  A TRIANGULATION STATION WAS ESTABLISHED
 AU2644'ON THIS CHURCH IN 1859 BUT IT WAS DESTROYED IN 1918 WHEN
 AU2644'THE TOWER WAS REBUILT.
 AU2644'
 AU2644'THE STATION MARK IS MARKED BY A BRASS DISK SET IN THE COPING
 AU2644'ON THE W SIDE (CAMP STREET) OF THE TOWER, AND IN A VERTICAL
 AU2644'POSITION ABOUT 1 FOOT ABOVE THE TINNED ROOF.
 AU2644'
 AU2644'AN ECCENTRIC POINT WAS OCCUPIED IN 1930 WITH DISTANCES AS
 AU2644'FOLLOWS--SE SPIRE, 7.278 METERS (23.88 FEET) S 32 DEG 07 MIN E.
 AU2644'INNER CORNER OF NW SPIRE, 2.75 METERS (9.0 FEET).
 AU2644'INNER CORNER OF NE SPIRE, 5.18 METERS (17.0 FEET).  INNER CORNER
 AU2644'OF SW SPIRE, 4.67 METERS (15.3 FEET).  AND STATION, 2.043 METERS
 AU2644'(6.70 FEET) N 69 DEG 51 MIN W FROM THE ECCENTRIC
 AU2644'POINT.  THE FOUR SPIRES RISE ABOUT 12 FEET ABOVE THE ROOF.
 AU2644
 AU2644                          STATION RECOVERY (1952)
 AU2644
 AU2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2644'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2644'IS ADEQUATE AND COMPLETE.
 AU2644
 AU2644                          STATION RECOVERY (1954)
 AU2644
 AU2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU2644'THE STATION IS LOCATED IN THE DOWNTOWN SECTION OF NEW ORLEANS,
 AU2644'ON THE TOP OF THE STONE TOWER OF ST. PATRICKS CATHOLIC CHURCH,
 AU2644'AT THE SE ANGLE OF THE INTERSECTION OF CAMP AND GIROD STREET.
 AU2644'IT IS A STANDARD DISK SET VERTICALLY IN THE W WALL COPING
 AU2644'OF THE STONE TOWER (CAMP STREET SIDE).  IT IS 1 FT. ABOVE
 AU2644'THE TIN ROOF, 8 FT. S OF THE NW CORNER, AND 18 FT. N OF THE SW
 AU2644'CORNER OF THE TOWER.  IT IS STAMPED ST PATRICK 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2645 ***********************************************************************
 AU2645  DESIGNATION -  NEW ORLEANS ST PATRICK S SPIRE
 AU2645  PID         -  AU2645
 AU2645  STATE/COUNTY-  LA/ORLEANS
 AU2645  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2645
 AU2645                         *CURRENT SURVEY CONTROL
 AU2645  ___________________________________________________________________
 AU2645* NAD 83(1992)-  29 56 47.72272(N)    090 04 11.69897(W)     ADJUSTED  
 AU2645* NAVD 88     -                                                        
 AU2645  **This station is located in a subsidence area (see below).
 AU2645  ___________________________________________________________________
 AU2645  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AU2645  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2645
 AU2645  HORZ ORDER  -  THIRD
 AU2645
 AU2645.The horizontal coordinates were established by classical geodetic methods
 AU2645.and adjusted by the National Geodetic Survey in January 1993..
 AU2645
 AU2645 ** The orthometric height has not been validated since last determined
 AU2645 ** by differential leveling and should not be used for control purposes.
 AU2645 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2645 ** area with valid NAVD 88 orthometric heights.
 AU2645 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2645 ** epoch indicated which incorporates improved geoid heights for the
 AU2645 ** Southern Louisiana Subsidence area.
 AU2645 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2645
 AU2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2645
 AU2645.The geoid height was determined by GEOID03.
 AU2645
 AU2645;                    North         East     Units Scale Factor Converg.
 AU2645;SPC LA S     -   161,018.538 1,121,956.154   MT  0.99992619   +0 37 54.2
 AU2645;SPC LA S     -   528,274.99  3,680,951.15   sFT  0.99992619   +0 37 54.2
 AU2645;UTM  15      - 3,316,478.967   782,813.272   MT  1.00058694   +1 27 49.1
 AU2645;UTM  16      - 3,316,832.234   203,683.617   MT  1.00068346   -1 32 01.0
 AU2645
 AU2645                          SUPERSEDED SURVEY CONTROL
 AU2645
 AU2645  NAD 83(1986)-  29 56 47.73794(N)    090 04 11.69890(W) AD(       ) 4
 AU2645  NAD 27      -  29 56 47.00280(N)    090 04 11.44251(W) AD(       ) 3
 AU2645
 AU2645.Superseded values are not recommended for survey control.
 AU2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2645.See file dsdata.txt to determine how the superseded data were derived.
 AU2645
 AU2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8281316479(NAD 83)
 AU2645_MARKER: 90 = CHURCH SPIRE
 AU2645
 AU2645  HISTORY     - Date     Condition        Report By
 AU2645  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2645  HISTORY     - 1952     GOOD             CGS
 AU2645  HISTORY     - 1954     GOOD             CGS
 AU2645  HISTORY     - 20030507 GOOD             USPSQD
 AU2645
 AU2645                          STATION DESCRIPTION
 AU2645
 AU2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2645'STATION WAS RECOVERED IN GOOD CONDITION.
 AU2645'
 AU2645'STATION IS LOCATED IN NEW ORLEANS, ON CAMP STREET, BETWEEN
 AU2645'JULIA AND GIROD STREETS.  STATION IS THE SE OF FOUR SPIRES
 AU2645'ATOP THE STONE TOWER OF ST. PATRICKS CHURCH.
 AU2645
 AU2645                          STATION RECOVERY (1954)
 AU2645
 AU2645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU2645'LOCATED IN THE DOWNTOWN SECTION OF NEW ORLEANS, ON THE TOP
 AU2645'OF THE STONE TOWER OF ST. PATRICKS CATHOLIC CHURCH, AT THE
 AU2645'SE ANGLE OF THE INTERSECTION OF CAMP AND GIROD STREETS.
 AU2645'IT IS THE MOST S ONE OF FOUR SPIRES ON THE TOP OF THE STONE
 AU2645'TOWER.
 AU2645'
 AU2645'THE SPIRES ARE NO LONGER POINTED IN STRUCTURE, BUT ARE STONE
 AU2645'COLUMNS ABOUT 3 FT. SQUARE AND ABOUT 12 FT. IN HEIGHT.
 AU2645'
 AU2645'THIS IS AN INTERSECTION STATION.
 AU2645
 AU2645                          STATION RECOVERY (2003)
 AU2645
 AU2645'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AU2645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2657 ***********************************************************************
 AU2657  DESIGNATION -  NEW ORLEANS ST STEPHENS CHURCH
 AU2657  PID         -  AU2657
 AU2657  STATE/COUNTY-  LA/ORLEANS
 AU2657  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2657
 AU2657                         *CURRENT SURVEY CONTROL
 AU2657  ___________________________________________________________________
 AU2657* NAD 83(1992)-  29 55 19.40131(N)    090 06 04.50048(W)     ADJUSTED  
 AU2657* NAVD 88     -                                                        
 AU2657  **This station is located in a subsidence area (see below).
 AU2657  ___________________________________________________________________
 AU2657  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AU2657  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU2657
 AU2657  HORZ ORDER  -  THIRD
 AU2657
 AU2657.The horizontal coordinates were established by classical geodetic methods
 AU2657.and adjusted by the National Geodetic Survey in January 1993..
 AU2657
 AU2657 ** The orthometric height has not been validated since last determined
 AU2657 ** by differential leveling and should not be used for control purposes.
 AU2657 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2657 ** area with valid NAVD 88 orthometric heights.
 AU2657 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2657 ** epoch indicated which incorporates improved geoid heights for the
 AU2657 ** Southern Louisiana Subsidence area.
 AU2657 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2657
 AU2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2657
 AU2657.The geoid height was determined by GEOID03.
 AU2657
 AU2657;                    North         East     Units Scale Factor Converg.
 AU2657;SPC LA S     -   158,266.364 1,118,960.900   MT  0.99992668   +0 36 57.8
 AU2657;SPC LA S     -   519,245.56  3,671,124.22   sFT  0.99992668   +0 36 57.8
 AU2657;UTM  15      - 3,313,681.805   779,856.346   MT  1.00056642   +1 26 48.8
 AU2657
 AU2657                          SUPERSEDED SURVEY CONTROL
 AU2657
 AU2657  NAD 83(1986)-  29 55 19.41669(N)    090 06 04.50059(W) AD(       ) 4
 AU2657  NAD 27      -  29 55 18.67899(N)    090 06 04.23589(W) AD(       ) 3
 AU2657
 AU2657.Superseded values are not recommended for survey control.
 AU2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2657.See file dsdata.txt to determine how the superseded data were derived.
 AU2657
 AU2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7985613682(NAD 83)
 AU2657_MARKER: 90 = CHURCH SPIRE
 AU2657
 AU2657  HISTORY     - Date     Condition        Report By
 AU2657  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2657  HISTORY     - 1952     GOOD             CGS
 AU2657  HISTORY     - 1954     GOOD             CGS
 AU2657
 AU2657                          STATION DESCRIPTION
 AU2657
 AU2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2657'STATION WAS RECOVERED IN GOOD
 AU2657'CONDITION.  NO ORIGINAL DESCRIPTION (WAS AVAILABLE AT TIME
 AU2657'OF RECOVERY).
 AU2657'
 AU2657'STATION IS LOCATED IN NEW ORLEANS, AT THE INTERSECTION OF
 AU2657'CAMP STREET AND NAPOLEON AVENUE.  IT IS THE SPIRE ATOP THE
 AU2657'RED BRICK CHURCH LOCATED IN THE NE CORNER OF THE INTERSECTION.
 AU2657
 AU2657                          STATION RECOVERY (1954)
 AU2657
 AU2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU2657'LOCATED IN THE S SECTION OF THE CITY OF NEW ORLEANS, IN THE
 AU2657'NE ANGLE OF THE INTERSECTION OF NAPOLEON AND CAMP STREETS.
 AU2657'IT IS A LARGE SPIRE WITH A CROSS ON THE TOP, FACING NAPOLEON
 AU2657'STREET.  IT IS 90 FT. N OF CAMP STREET, AND 75 FT. E OF THE
 AU2657'E LANE OF NAPOLEON STREET.
 AU2657'
 AU2657'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2663 ***********************************************************************
 AU2663  DESIGNATION -  NEW ORLEANS TURO INFIRMARY STK
 AU2663  PID         -  AU2663
 AU2663  STATE/COUNTY-  LA/ORLEANS
 AU2663  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2663
 AU2663                         *CURRENT SURVEY CONTROL
 AU2663  ___________________________________________________________________
 AU2663* NAD 83(1992)-  29 55 30.94082(N)    090 05 31.01670(W)     ADJUSTED  
 AU2663* NAVD 88     -                                                        
 AU2663  **This station is located in a subsidence area (see below).
 AU2663  ___________________________________________________________________
 AU2663  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AU2663  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AU2663
 AU2663  HORZ ORDER  -  THIRD
 AU2663
 AU2663.The horizontal coordinates were established by classical geodetic methods
 AU2663.and adjusted by the National Geodetic Survey in January 1993..
 AU2663
 AU2663 ** The orthometric height has not been validated since last determined
 AU2663 ** by differential leveling and should not be used for control purposes.
 AU2663 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2663 ** area with valid NAVD 88 orthometric heights.
 AU2663 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2663 ** epoch indicated which incorporates improved geoid heights for the
 AU2663 ** Southern Louisiana Subsidence area.
 AU2663 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2663
 AU2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2663
 AU2663.The geoid height was determined by GEOID03.
 AU2663
 AU2663;                    North         East     Units Scale Factor Converg.
 AU2663;SPC LA S     -   158,631.334 1,119,855.057   MT  0.99992661   +0 37 14.5
 AU2663;SPC LA S     -   520,442.97  3,674,057.80   sFT  0.99992661   +0 37 14.5
 AU2663;UTM  15      - 3,314,059.946   780,745.688   MT  1.00057257   +1 27 06.1
 AU2663
 AU2663                          SUPERSEDED SURVEY CONTROL
 AU2663
 AU2663  NAD 83(1986)-  29 55 30.95645(N)    090 05 31.01693(W) AD(       ) 4
 AU2663  NAD 27      -  29 55 30.21975(N)    090 05 30.75476(W) AD(       ) 3
 AU2663
 AU2663.Superseded values are not recommended for survey control.
 AU2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2663.See file dsdata.txt to determine how the superseded data were derived.
 AU2663
 AU2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8074614060(NAD 83)
 AU2663_MARKER: 63 = STACK
 AU2663
 AU2663  HISTORY     - Date     Condition        Report By
 AU2663  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2663
 AU2663                          STATION DESCRIPTION
 AU2663
 AU2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2663'THE STATION IS TOP CENTER OF THE STACK.  IT IS A SELF SUPPORTED
 AU2663'RED BRICK STACK.  THE OVERALL HEIGHT IS ABOUT 175 FEET.
 AU2663'
 AU2663'LOCATED IN THE SOUTH ANGLE OF THE INTERSECTION OF ALINE
 AU2663'AND COLISEUM STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2681 ***********************************************************************
 AU2681  DESIGNATION -  NEW ORLEANS TV STA WYES MAST
 AU2681  PID         -  AU2681
 AU2681  STATE/COUNTY-  LA/ORLEANS
 AU2681  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2681
 AU2681                         *CURRENT SURVEY CONTROL
 AU2681  ___________________________________________________________________
 AU2681* NAD 83(1992)-  29 57 06.32802(N)    090 04 17.98076(W)     ADJUSTED  
 AU2681* NAVD 88     -                                                        
 AU2681  **This station is located in a subsidence area (see below).
 AU2681  ___________________________________________________________________
 AU2681  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AU2681  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU2681
 AU2681  HORZ ORDER  -  THIRD
 AU2681
 AU2681.The horizontal coordinates were established by classical geodetic methods
 AU2681.and adjusted by the National Geodetic Survey in January 1993..
 AU2681
 AU2681 ** The orthometric height has not been validated since last determined
 AU2681 ** by differential leveling and should not be used for control purposes.
 AU2681 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2681 ** area with valid NAVD 88 orthometric heights.
 AU2681 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2681 ** epoch indicated which incorporates improved geoid heights for the
 AU2681 ** Southern Louisiana Subsidence area.
 AU2681 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2681
 AU2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2681
 AU2681.The geoid height was determined by GEOID03.
 AU2681
 AU2681;                    North         East     Units Scale Factor Converg.
 AU2681;SPC LA S     -   161,589.502 1,121,781.416   MT  0.99992611   +0 37 51.1
 AU2681;SPC LA S     -   530,148.22  3,680,377.86   sFT  0.99992611   +0 37 51.1
 AU2681;UTM  15      - 3,317,047.708   782,630.141   MT  1.00058567   +1 27 46.8
 AU2681;UTM  16      - 3,317,409.829   203,530.462   MT  1.00068457   -1 32 05.0
 AU2681
 AU2681                          SUPERSEDED SURVEY CONTROL
 AU2681
 AU2681  NAD 83(1986)-  29 57 06.34318(N)    090 04 17.98052(W) AD(       ) 4
 AU2681  NAD 27      -  29 57 05.61151(N)    090 04 17.72125(W) AD(       ) 3
 AU2681
 AU2681.Superseded values are not recommended for survey control.
 AU2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2681.See file dsdata.txt to determine how the superseded data were derived.
 AU2681
 AU2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8263017048(NAD 83)
 AU2681_MARKER: 42 = RADIO/TV MAST
 AU2681
 AU2681  HISTORY     - Date     Condition        Report By
 AU2681  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2681  HISTORY     - 20030507 MARK NOT FOUND   USPSQD
 AU2681
 AU2681                          STATION DESCRIPTION
 AU2681
 AU2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2681'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A 3
 AU2681'LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED ORANGE AND
 AU2681'WHITE IN ALTERNATE SECTIONS.  THE OVERALL HEIGHT IS 429 FEET.
 AU2681'
 AU2681'LOCATED IN DOWNTOWN NEW ORLEANS, IN THE NORTHWEST ANGLE
 AU2681'OF THE INTERSECTION OF CARONDELET AND GRAVIER ST. AND ATOP
 AU2681'THE HIBERNIA BANK BUILDING.
 AU2681'
 AU2681'POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
 AU2681
 AU2681                          STATION RECOVERY (2003)
 AU2681
 AU2681'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AU2681'NOT FOUND.  NOTE-- THE HIBERNIA BANK IS AT 313 CARONDELET STREET AT
 AU2681'THE INTERSECTION OF CARONDELET STREET AND GRAVIER STREET.  THERE IS A
 AU2681'WHITE DOME SUPPORTED BY WHITE COLUMNS ATOP THE BUILDING, BUT NO TV
 AU2681'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2712 ***********************************************************************
 AU2712  DESIGNATION -  NEW ORLEANS TV STA WGNO TOWER
 AU2712  PID         -  AU2712
 AU2712  STATE/COUNTY-  LA/ORLEANS
 AU2712  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2712
 AU2712                         *CURRENT SURVEY CONTROL
 AU2712  ___________________________________________________________________
 AU2712* NAD 83(1992)-  29 56 56.22632(N)    090 03 48.70807(W)     ADJUSTED  
 AU2712* NAVD 88     -                                                        
 AU2712  **This station is located in a subsidence area (see below).
 AU2712  ___________________________________________________________________
 AU2712  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AU2712  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2712
 AU2712  HORZ ORDER  -  THIRD
 AU2712
 AU2712.The horizontal coordinates were established by classical geodetic methods
 AU2712.and adjusted by the National Geodetic Survey in January 1993..
 AU2712
 AU2712 ** The orthometric height has not been validated since last determined
 AU2712 ** by differential leveling and should not be used for control purposes.
 AU2712 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2712 ** area with valid NAVD 88 orthometric heights.
 AU2712 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2712 ** epoch indicated which incorporates improved geoid heights for the
 AU2712 ** Southern Louisiana Subsidence area.
 AU2712 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2712
 AU2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2712
 AU2712.The geoid height was determined by GEOID03.
 AU2712
 AU2712;                    North         East     Units Scale Factor Converg.
 AU2712;SPC LA S     -   161,287.161 1,122,569.695   MT  0.99992615   +0 38 05.7
 AU2712;SPC LA S     -   529,156.29  3,682,964.07   sFT  0.99992615   +0 38 05.7
 AU2712;UTM  15      - 3,316,756.654   783,423.253   MT  1.00059121   +1 28 01.0
 AU2712;UTM  16      - 3,317,077.668   204,307.341   MT  1.00067890   -1 31 49.8
 AU2712
 AU2712                          SUPERSEDED SURVEY CONTROL
 AU2712
 AU2712  NAD 83(1986)-  29 56 56.24086(N)    090 03 48.70676(W) AD(       ) 4
 AU2712  NAD 27      -  29 56 55.50652(N)    090 03 48.44783(W) AD(       ) 3
 AU2712
 AU2712.Superseded values are not recommended for survey control.
 AU2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2712.See file dsdata.txt to determine how the superseded data were derived.
 AU2712
 AU2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8342316757(NAD 83)
 AU2712_MARKER: 43 = RADIO/TV TOWER
 AU2712
 AU2712  HISTORY     - Date     Condition        Report By
 AU2712  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2712  HISTORY     - 20030507 GOOD             USPSQD
 AU2712  HISTORY     - 20050321 GOOD             GEOCAC
 AU2712
 AU2712                          STATION DESCRIPTION
 AU2712
 AU2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2712'NEW ORLEANS TELEVISION STATION WGNO TOWER IS LOCATED ATOP THE
 AU2712'INTERNATIONAL TRADE MART AT 2 CANAL STREET.  IT IS OWNED BY
 AU2712'COMMUNICATIONS CORPORATION OF THE SOUTH.
 AU2712'
 AU2712'IT IS A STRUCTURAL STEEL TOWER, PAINTED GRAY, AND IS SELF SUPPORTED
 AU2712'WITH A RED LIGHT AT THE TOP.  THE HEIGHT ABOVE THE ROOF-TOP IS 44
 AU2712'FEET AND THE OVERALL HEIGHT IS 490 FEET.
 AU2712'
 AU2712'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2712
 AU2712                          STATION RECOVERY (2003)
 AU2712
 AU2712'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AU2712'RECOVERED IN GOOD CONDITION.  NOTE-- THE BUILDING IS NOW NAMED THE NEW
 AU2712'ORLEANS WORLD TRADE CENTER.  THE TOWER IS PAINTED ORANGE AND WHITE IN
 AU2712'ALTERNATING SECTIONS WITH A RED LIGHT ATOP.  THE TV STATION'S
 AU2712'ENGINEERING DEPARTMENT COULD NOT BE REACHED TO DETERMINE IF THE TOWER
 AU2712'HAS BEEN REPLACED.
 AU2712
 AU2712                          STATION RECOVERY (2005)
 AU2712
 AU2712'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 AU2712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2732 ***********************************************************************
 AU2732  DESIGNATION -  NEW ORLEANS TV STA WYES TOWER
 AU2732  PID         -  AU2732
 AU2732  STATE/COUNTY-  LA/ORLEANS
 AU2732  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2732
 AU2732                         *CURRENT SURVEY CONTROL
 AU2732  ___________________________________________________________________
 AU2732* NAD 83(1992)-  29 59 19.83328(N)    090 06 18.15118(W)     ADJUSTED  
 AU2732* NAVD 88     -                                                        
 AU2732  **This station is located in a subsidence area (see below).
 AU2732  ___________________________________________________________________
 AU2732  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2732  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU2732
 AU2732  HORZ ORDER  -  THIRD
 AU2732
 AU2732.The horizontal coordinates were established by classical geodetic methods
 AU2732.and adjusted by the National Geodetic Survey in January 1993..
 AU2732
 AU2732 ** The orthometric height has not been validated since last determined
 AU2732 ** by differential leveling and should not be used for control purposes.
 AU2732 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2732 ** area with valid NAVD 88 orthometric heights.
 AU2732 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2732 ** epoch indicated which incorporates improved geoid heights for the
 AU2732 ** Southern Louisiana Subsidence area.
 AU2732 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2732
 AU2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2732
 AU2732.The geoid height was determined by GEOID03.
 AU2732
 AU2732;                    North         East     Units Scale Factor Converg.
 AU2732;SPC LA S     -   165,664.876 1,118,515.449   MT  0.99992577   +0 36 51.0
 AU2732;SPC LA S     -   543,518.85  3,669,662.77   sFT  0.99992577   +0 36 51.0
 AU2732;UTM  15      - 3,321,077.784   779,303.119   MT  1.00056258   +1 26 52.5
 AU2732
 AU2732                          SUPERSEDED SURVEY CONTROL
 AU2732
 AU2732  NAD 83(1986)-  29 59 19.84802(N)    090 06 18.14991(W) AD(       ) 4
 AU2732  NAD 27      -  29 59 19.11693(N)    090 06 17.88760(W) AD(       ) 3
 AU2732
 AU2732.Superseded values are not recommended for survey control.
 AU2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2732.See file dsdata.txt to determine how the superseded data were derived.
 AU2732
 AU2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7930321078(NAD 83)
 AU2732_MARKER: 43 = RADIO/TV TOWER
 AU2732
 AU2732  HISTORY     - Date     Condition        Report By
 AU2732  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2732
 AU2732                          STATION DESCRIPTION
 AU2732
 AU2732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2732'THE NEW ORLEANS, WYES TELEVISION STATION MICROWAVE KLB 84 TOWER IS
 AU2732'LOCATED IN THE NORTH PART OF NEW ORLEANS AT THE WYES TELEVISION
 AU2732'STUDIO AT 916 NAVARE AVENUE, NEW ORLEANS, LOUISIANA.
 AU2732'
 AU2732'IT IS A 3-LEGGED SELF-SUPPORTED STEEL STRUCTURE, PAINTED GRAY, WITH
 AU2732'AN OVERALL HEIGHT OF 150 FEET.
 AU2732'
 AU2732'POINT INTERSECTED WAS THE APPROXIMATE CENTER AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2768 ***********************************************************************
 AU2768  DESIGNATION -  NEW ORLEANS US INDUST CHEM STK
 AU2768  PID         -  AU2768
 AU2768  STATE/COUNTY-  LA/ORLEANS
 AU2768  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2768
 AU2768                         *CURRENT SURVEY CONTROL
 AU2768  ___________________________________________________________________
 AU2768* NAD 83(1992)-  29 55 53.38049(N)    090 07 59.45137(W)     ADJUSTED  
 AU2768* NAVD 88     -                                                        
 AU2768  **This station is located in a subsidence area (see below).
 AU2768  ___________________________________________________________________
 AU2768  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2768  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2768
 AU2768  HORZ ORDER  -  THIRD
 AU2768
 AU2768.The horizontal coordinates were established by classical geodetic methods
 AU2768.and adjusted by the National Geodetic Survey in January 1993..
 AU2768
 AU2768 ** The orthometric height has not been validated since last determined
 AU2768 ** by differential leveling and should not be used for control purposes.
 AU2768 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2768 ** area with valid NAVD 88 orthometric heights.
 AU2768 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2768 ** epoch indicated which incorporates improved geoid heights for the
 AU2768 ** Southern Louisiana Subsidence area.
 AU2768 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2768
 AU2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2768
 AU2768.The geoid height was determined by GEOID03.
 AU2768
 AU2768;                    North         East     Units Scale Factor Converg.
 AU2768;SPC LA S     -   159,279.798 1,115,867.053   MT  0.99992647   +0 36 00.3
 AU2768;SPC LA S     -   522,570.47  3,660,973.82   sFT  0.99992647   +0 36 00.3
 AU2768;UTM  15      - 3,314,650.867   776,746.170   MT  1.00054505   +1 25 52.9
 AU2768
 AU2768                          SUPERSEDED SURVEY CONTROL
 AU2768
 AU2768  NAD 83(1986)-  29 55 53.39591(N)    090 07 59.45082(W) AD(       ) 4
 AU2768  NAD 27      -  29 55 52.65879(N)    090 07 59.18505(W) AD(       ) 3
 AU2768
 AU2768.Superseded values are not recommended for survey control.
 AU2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2768.See file dsdata.txt to determine how the superseded data were derived.
 AU2768
 AU2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7674614651(NAD 83)
 AU2768_MARKER: 63 = STACK
 AU2768
 AU2768  HISTORY     - Date     Condition        Report By
 AU2768  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2768  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 AU2768
 AU2768                          STATION DESCRIPTION
 AU2768
 AU2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2768'STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A
 AU2768'SHORT SLENDER SELF SUPPORTING STEEL STACK PAINTED GREY ON
 AU2768'THE BOTTOM AND BLACK ON THE TOP.  THE OVERALL HEIGHT IS
 AU2768'135 FEET.
 AU2768'
 AU2768'LOCATED IN THE SOUTH PART OF NEW ORLEANS AT 200 BROADWAY
 AU2768'AND OWNED AND OPERATED BY THE U.S. INDUSTRIAL CHEMICALS
 AU2768'COMPANY.
 AU2768'
 AU2768'POINT INTERSECTED WAS THE TOP CENTER OF THE STACK.
 AU2768
 AU2768                          STATION RECOVERY (2003)
 AU2768
 AU2768'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4243 ***********************************************************************
 BJ4243  DESIGNATION -  NEW ORLEANS US NAV AIR STA STK
 BJ4243  PID         -  BJ4243
 BJ4243  STATE/COUNTY-  LA/ORLEANS
 BJ4243  USGS QUAD   -  SPANISH FORT (1992)
 BJ4243
 BJ4243                         *CURRENT SURVEY CONTROL
 BJ4243  ___________________________________________________________________
 BJ4243* NAD 83(1992)-  30 01 37.25227(N)    090 05 37.90871(W)     ADJUSTED  
 BJ4243* NAVD 88     -                                                        
 BJ4243  **This station is located in a subsidence area (see below).
 BJ4243  ___________________________________________________________________
 BJ4243  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BJ4243  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ4243
 BJ4243  HORZ ORDER  -  THIRD
 BJ4243
 BJ4243.The horizontal coordinates were established by classical geodetic methods
 BJ4243.and adjusted by the National Geodetic Survey in January 1993..
 BJ4243
 BJ4243 ** The orthometric height has not been validated since last determined
 BJ4243 ** by differential leveling and should not be used for control purposes.
 BJ4243 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4243 ** area with valid NAVD 88 orthometric heights.
 BJ4243 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4243 ** epoch indicated which incorporates improved geoid heights for the
 BJ4243 ** Southern Louisiana Subsidence area.
 BJ4243 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4243
 BJ4243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4243
 BJ4243.The geoid height was determined by GEOID03.
 BJ4243
 BJ4243;                    North         East     Units Scale Factor Converg.
 BJ4243;SPC LA S     -   169,907.386 1,119,548.230   MT  0.99992585   +0 37 11.1
 BJ4243;SPC LA S     -   557,437.82  3,673,051.15   sFT  0.99992585   +0 37 11.1
 BJ4243;UTM  15      - 3,325,337.613   780,274.614   MT  1.00056929   +1 27 18.7
 BJ4243
 BJ4243                          SUPERSEDED SURVEY CONTROL
 BJ4243
 BJ4243  NAD 83(1986)-  30 01 37.26729(N)    090 05 37.90688(W) AD(       ) 4
 BJ4243  NAD 27      -  30 01 36.54333(N)    090 05 37.64806(W) AD(       ) 3
 BJ4243
 BJ4243.Superseded values are not recommended for survey control.
 BJ4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4243.See file dsdata.txt to determine how the superseded data were derived.
 BJ4243
 BJ4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8027525338(NAD 83)
 BJ4243_MARKER: 63 = STACK
 BJ4243
 BJ4243  HISTORY     - Date     Condition        Report By
 BJ4243  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4243  HISTORY     - 19961226 GOOD             USPSQD
 BJ4243
 BJ4243                          STATION DESCRIPTION
 BJ4243
 BJ4243'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4243'THE STATION IS LOCATED IN THE NORTHEAST PART OF NEW ORLEANS
 BJ4243'AND IT IS CENTRALLY LOCATED IN THE NAVAL AIR STATION.  IT IS
 BJ4243'CONSTRUCTED OF BRICK AND HAS AN OVERALL HEIGHT OF 100 FEET.
 BJ4243'THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 BJ4243
 BJ4243                          STATION RECOVERY (1996)
 BJ4243
 BJ4243'RECOVERY NOTE BY US POWER SQUADRON 1996
 BJ4243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2767 ***********************************************************************
 AU2767  DESIGNATION -  NEW ORLEANS USE RADIO MAST
 AU2767  PID         -  AU2767
 AU2767  STATE/COUNTY-  LA/ORLEANS
 AU2767  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2767
 AU2767                         *CURRENT SURVEY CONTROL
 AU2767  ___________________________________________________________________
 AU2767* NAD 83(1992)-  29 56 10.65067(N)    090 08 05.24420(W)     ADJUSTED  
 AU2767* NAVD 88     -                                                        
 AU2767  **This station is located in a subsidence area (see below).
 AU2767  ___________________________________________________________________
 AU2767  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2767  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AU2767
 AU2767  HORZ ORDER  -  THIRD
 AU2767
 AU2767.The horizontal coordinates were established by classical geodetic methods
 AU2767.and adjusted by the National Geodetic Survey in January 1993..
 AU2767
 AU2767 ** The orthometric height has not been validated since last determined
 AU2767 ** by differential leveling and should not be used for control purposes.
 AU2767 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2767 ** area with valid NAVD 88 orthometric heights.
 AU2767 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2767 ** epoch indicated which incorporates improved geoid heights for the
 AU2767 ** Southern Louisiana Subsidence area.
 AU2767 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2767
 AU2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2767
 AU2767.The geoid height was determined by GEOID03.
 AU2767
 AU2767;                    North         East     Units Scale Factor Converg.
 AU2767;SPC LA S     -   159,809.887 1,115,706.147   MT  0.99992638   +0 35 57.4
 AU2767;SPC LA S     -   524,309.60  3,660,445.92   sFT  0.99992638   +0 35 57.4
 AU2767;UTM  15      - 3,315,178.893   776,577.486   MT  1.00054390   +1 25 50.7
 AU2767
 AU2767                          SUPERSEDED SURVEY CONTROL
 AU2767
 AU2767  NAD 83(1986)-  29 56 10.66593(N)    090 08 05.24365(W) AD(       ) 4
 AU2767  NAD 27      -  29 56 09.93185(N)    090 08 04.97703(W) AD(       ) 3
 AU2767
 AU2767.Superseded values are not recommended for survey control.
 AU2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2767.See file dsdata.txt to determine how the superseded data were derived.
 AU2767
 AU2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7657715179(NAD 83)
 AU2767_MARKER: 42 = RADIO/TV MAST
 AU2767
 AU2767  HISTORY     - Date     Condition        Report By
 AU2767  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2767
 AU2767                          STATION DESCRIPTION
 AU2767
 AU2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2767'THE STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF THE
 AU2767'MAST.  IT IS A TALL SLENDER GUYED STEEL MAST PAINTED IN ALTERNATE
 AU2767'SECTIONS OF ORANGE AND WHITE WITH A RED LIGHT AT THE TOP.  THE
 AU2767'OVERALL HEIGHT IS 300 FEET.
 AU2767'
 AU2767'LOCATED SOUTHWEST OF THE JUNCTION OF HILARY STREET AND LEAKE
 AU2767'AVENUE ON THE GROUNDS OF THE U.S. ENGINEERS DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2705 ***********************************************************************
 AU2705  DESIGNATION -  NEW ORLEANS W BANK HIGHLINE TR
 AU2705  PID         -  AU2705
 AU2705  STATE/COUNTY-  LA/ORLEANS
 AU2705  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2705
 AU2705                         *CURRENT SURVEY CONTROL
 AU2705  ___________________________________________________________________
 AU2705* NAD 83(1992)-  29 58 53.01492(N)    090 01 21.50921(W)     ADJUSTED  
 AU2705* NAVD 88     -                                                        
 AU2705  **This station is located in a subsidence area (see below).
 AU2705  ___________________________________________________________________
 AU2705  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AU2705  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2705
 AU2705  HORZ ORDER  -  THIRD
 AU2705
 AU2705.The horizontal coordinates were established by classical geodetic methods
 AU2705.and adjusted by the National Geodetic Survey in January 1993..
 AU2705
 AU2705 ** The orthometric height has not been validated since last determined
 AU2705 ** by differential leveling and should not be used for control purposes.
 AU2705 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2705 ** area with valid NAVD 88 orthometric heights.
 AU2705 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2705 ** epoch indicated which incorporates improved geoid heights for the
 AU2705 ** Southern Louisiana Subsidence area.
 AU2705 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2705
 AU2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2705
 AU2705.The geoid height was determined by GEOID03.
 AU2705
 AU2705;                    North         East     Units Scale Factor Converg.
 AU2705;SPC LA S     -   164,927.276 1,126,475.227   MT  0.99992580   +0 39 19.3
 AU2705;SPC LA S     -   541,098.90  3,695,777.47   sFT  0.99992580   +0 39 19.3
 AU2705;UTM  15      - 3,320,455.657   787,278.082   MT  1.00061835   +1 29 19.9
 AU2705;UTM  16      - 3,320,570.137   208,350.653   MT  1.00064958   -1 30 41.5
 AU2705
 AU2705                          SUPERSEDED SURVEY CONTROL
 AU2705
 AU2705  NAD 83(1986)-  29 58 53.02857(N)    090 01 21.50788(W) AD(       ) 4
 AU2705  NAD 27      -  29 58 52.29874(N)    090 01 21.25416(W) AD(       ) 3
 AU2705
 AU2705.Superseded values are not recommended for survey control.
 AU2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2705.See file dsdata.txt to determine how the superseded data were derived.
 AU2705
 AU2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8727820456(NAD 83)
 AU2705
 AU2705  HISTORY     - Date     Condition        Report By
 AU2705  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2705
 AU2705                          STATION DESCRIPTION
 AU2705
 AU2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2705'THE STATION IS THE LIGHT AT THE TOP OF THE TOWER.
 AU2705'
 AU2705'THE TOWER IS A 4 LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED RED
 AU2705'AND WHITE IN ALTERNATE SECTIONS.  IT IS ABOUT 300 FEET IN HEIGHT.
 AU2705'
 AU2705'THE STATION IS LOCATED ON THE WEST BANK OF THE INNER HARBOR
 AU2705'NAVIGATION CANAL NEAR THE JUNCTION OF THE MISSISSIPPI RIVER GULF
 AU2705'OUTLET INTRACOASTAL WATERWAYS AND THE INNER HARBOR
 AU2705'NAVIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2787 ***********************************************************************
 AU2787  DESIGNATION -  NEW ORLEANS W BASE
 AU2787  PID         -  AU2787
 AU2787  STATE/COUNTY-  LA/JEFFERSON
 AU2787  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2787
 AU2787                         *CURRENT SURVEY CONTROL
 AU2787  ___________________________________________________________________
 AU2787* NAD 83(1992)-  29 58 45.58609(N)    090 14 22.68620(W)     ADJUSTED  
 AU2787* NAVD 88     -         1.16   (+/-2cm)       3.8  **(feet)  VERTCON   
 AU2787  **This station is located in a subsidence area (see below).
 AU2787  ___________________________________________________________________
 AU2787  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2787  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AU2787
 AU2787  HORZ ORDER  -  FIRST
 AU2787  VERT ORDER  -  THIRD ? (See Below)
 AU2787
 AU2787.The horizontal coordinates were established by classical geodetic methods
 AU2787.and adjusted by the National Geodetic Survey in January 1993..
 AU2787
 AU2787 ** The orthometric height has not been validated since last determined
 AU2787 ** by differential leveling and should not be used for control purposes.
 AU2787 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2787 ** area with valid NAVD 88 orthometric heights.
 AU2787 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2787 ** epoch indicated which incorporates improved geoid heights for the
 AU2787 ** Southern Louisiana Subsidence area.
 AU2787 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2787.The vertical order pertains to the NGVD 29 superseded value.
 AU2787
 AU2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2787
 AU2787.The geoid height was determined by GEOID03.
 AU2787
 AU2787;                    North         East     Units Scale Factor Converg.
 AU2787;SPC LA S     -   164,478.875 1,105,539.309   MT  0.99992581   +0 32 48.7
 AU2787;SPC LA S     -   539,627.78  3,627,090.22   sFT  0.99992581   +0 32 48.7
 AU2787;UTM  15      - 3,319,702.328   766,337.922   MT  1.00047528   +1 22 48.5
 AU2787
 AU2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2787!SPC LA S     -   1.00000392  x   0.99992581  =   0.99992973
 AU2787!UTM  15      -   1.00000392  x   1.00047528  =   1.00047921
 AU2787
 AU2787:                Primary Azimuth Mark                     Grid Az
 AU2787:SPC LA S     -  NEW ORLEANS E BASE RESET                 093 43 54.4
 AU2787:UTM  15      -  NEW ORLEANS E BASE RESET                 092 53 54.6
 AU2787
 AU2787|---------------------------------------------------------------------|
 AU2787| PID    Reference Object                     Distance      Geod. Az  |
 AU2787|                                                           dddmmss.s |
 AU2787| AU0415 NEW ORLEANS E BASE RESET            APPROX. 7.6 KM 0941643.1 |
 AU2787| DD7492 NEW ORLEANS W BASE RM 1              23.410 METERS 11330     |
 AU2787| AU2785 KENNER CHURCH SPIRE                 APPROX. 0.9 KM 2432152.4 |
 AU2787| AU2857 KENNER LOUISIANA BOX CO TANK        APPROX. 2.2 KM 2590249.5 |
 AU2787| DD7493 NEW ORLEANS W BASE RM 2             116.950 METERS 27038     |
 AU2787|---------------------------------------------------------------------|
 AU2787
 AU2787                          SUPERSEDED SURVEY CONTROL
 AU2787
 AU2787  NAD 83(1986)-  29 58 45.60212(N)    090 14 22.68550(W) AD(       ) 1
 AU2787  NAD 27      -  29 58 44.86895(N)    090 14 22.40985(W) AD(       ) 1
 AU2787  NGVD 29 (07/19/86)    1.24   (m)            4.1    (f) LEVELING    3  
 AU2787
 AU2787.Superseded values are not recommended for survey control.
 AU2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2787.See file dsdata.txt to determine how the superseded data were derived.
 AU2787
 AU2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6633819702(NAD 83)
 AU2787_MARKER: DS = TRIANGULATION STATION DISK
 AU2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2787
 AU2787  HISTORY     - Date     Condition        Report By
 AU2787  HISTORY     - 1929     MONUMENTED       CGS
 AU2787  HISTORY     - 1935     GOOD             LAGS
 AU2787  HISTORY     - 1951     SEE DESCRIPTION  CGS
 AU2787  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AU2787
 AU2787                          STATION DESCRIPTION
 AU2787
 AU2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 AU2787'STATION IS ABOUT 0.3 MILE E OF KENNER, ON THE RIGHT-OF-WAY
 AU2787'OF THE LOUISIANA AND ARKANSAS RAILWAY, 43 FEET S OF THE
 AU2787'CENTER LINE OF HIGHWAY, 29 FEET N OF RAIL OF RAILWAY AND
 AU2787'60 FEET W OF CENTER LINE OF PRIVATE ROAD CROSSING RAILWAY.
 AU2787'
 AU2787'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AU2787'DISKS SET IN CONCRETE.
 AU2787'
 AU2787'REFERENCE MARK NO. 1 IS JUST E OF PRIVATE ROAD, ON THE RAILWAY
 AU2787'RIGHT-OF-WAY, AND 23.41 METERS (76.8 FEET) FROM STATION
 AU2787'S 66 DEG 30 MIN E.
 AU2787'
 AU2787'REFERENCE MARK NO. 2 IS JUST E OF PRIVATE ROAD, ON RAILWAY
 AU2787'RIGHT-OF-WAY, AND 116.95 METERS (383.7 FEET) FROM STATION
 AU2787'S 90 DEG 38 MIN W.
 AU2787'
 AU2787'REACHED FROM RAILWAY STATION AT KENNER BY GOING 0.3 MILE
 AU2787'E OF AIR LINE HIGHWAY.
 AU2787
 AU2787                          STATION RECOVERY (1935)
 AU2787
 AU2787'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 AU2787'RECOVERED AS DESCRIBED.
 AU2787
 AU2787                          STATION RECOVERY (1951)
 AU2787
 AU2787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 AU2787'STATION MARK WAS FOUND PULLED OUT OF GROUND AND DESTROYED.
 AU2787'THE SUBSURFACE STATION MARK IS ALSO DESTROYED.  REFERENCE
 AU2787'MARKS ARE PRESUMABLY DESTROYED BY STREET AND DITCH CONSTRUCTION.
 AU2787
 AU2787                          STATION RECOVERY (1953)
 AU2787
 AU2787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2787'A THOROUGH SEARCH WAS MADE FOR THE 1929 TRIANGULATION STATION
 AU2787'AND REFERENCE MARKS, BUT NOTHING COULD BE FOUND EXCEPT SEVERAL
 AU2787'PIECES OF BROKEN CONCRETE AND THE STATION IS CONSIDERED LOST.
 AU2787'NEW ORLEANS
 AU2787'
 AU2787'A NEW STATION ( W BASE 2 WAS ESTABLISHED.  (SEE DESCRIPTION
 AU2787'THEREOF)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0766 ***********************************************************************
 AU0766  DESIGNATION -  NEW ORLEANS W BASE 2
 AU0766  PID         -  AU0766
 AU0766  STATE/COUNTY-  LA/JEFFERSON
 AU0766  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0766
 AU0766                         *CURRENT SURVEY CONTROL
 AU0766  ___________________________________________________________________
 AU0766* NAD 83(1992)-  29 58 45.66299(N)    090 14 22.51512(W)     ADJUSTED  
 AU0766* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0766  **This station is located in a subsidence area (see below).
 AU0766  ___________________________________________________________________
 AU0766  X           -     -23,121.535 (meters)                     COMP
 AU0766  Y           -  -5,529,330.398 (meters)                     COMP
 AU0766  Z           -   3,168,378.474 (meters)                     COMP
 AU0766  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU0766  ELLIP HEIGHT-         -25.45  (meters)          (09/30/02) GPS OBS
 AU0766  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AU0766  DYNAMIC HT  -           0.8   (meters)       3.    (feet)  COMP
 AU0766  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 AU0766  OBS GRAVITY -     979,314.4   (mgal)                       GRAV_OBS
 AU0766
 AU0766  HORZ ORDER  -  FIRST
 AU0766  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0766  ELLP ORDER  -  FOURTH    CLASS II
 AU0766
 AU0766.The horizontal coordinates were established by classical geodetic methods
 AU0766.and adjusted by the National Geodetic Survey in January 1993..
 AU0766
 AU0766 ** The orthometric height has not been validated since last determined
 AU0766 ** by differential leveling and should not be used for control purposes.
 AU0766 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0766 ** area with valid NAVD 88 orthometric heights.
 AU0766 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0766 ** epoch indicated which incorporates improved geoid heights for the
 AU0766 ** Southern Louisiana Subsidence area.
 AU0766 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0766.The orthometric height was scaled from a topographic map.
 AU0766.The vertical order pertains to the first NAVD 88 superseded value.
 AU0766
 AU0766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0766
 AU0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0766
 AU0766.The ellipsoidal height was determined by GPS observations
 AU0766.and is referenced to NAD 83.
 AU0766
 AU0766.The geoid height was determined by GEOID03.
 AU0766
 AU0766.The dynamic height is computed by dividing the NAVD 88
 AU0766.geopotential number by the normal gravity value computed on the
 AU0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0766.degrees latitude (g = 980.6199 gals.).
 AU0766
 AU0766.The modeled gravity was interpolated from observed gravity values.
 AU0766.The observed gravity was obtained from relative gravimeter ties
 AU0766.to the IGSN71 gravity network.
 AU0766
 AU0766;                    North         East     Units Scale Factor Converg.
 AU0766;SPC LA S     -   164,481.286 1,105,543.872   MT  0.99992581   +0 32 48.8
 AU0766;SPC LA S     -   539,635.69  3,627,105.19   sFT  0.99992581   +0 32 48.8
 AU0766;UTM  15      - 3,319,704.807   766,342.452   MT  1.00047531   +1 22 48.6
 AU0766
 AU0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0766!SPC LA S     -   1.00000400  x   0.99992581  =   0.99992981
 AU0766!UTM  15      -   1.00000400  x   1.00047531  =   1.00047931
 AU0766
 AU0766:                Primary Azimuth Mark                     Grid Az
 AU0766:SPC LA S     -  NEW ORLEANS W BASE 2 AZ MK               090 10 27.3
 AU0766:UTM  15      -  NEW ORLEANS W BASE 2 AZ MK               089 20 27.5
 AU0766
 AU0766|---------------------------------------------------------------------|
 AU0766| PID    Reference Object                     Distance      Geod. Az  |
 AU0766|                                                           dddmmss.s |
 AU0766| DD7494 NEW ORLEANS W BASE 2 AZ MK                         0904316.1 |
 AU0766| AU2798 NEW ORLEANS W BASE 2 RM 5           165.393 METERS 10547     |
 AU0766| AU2775 MARRERO CELOTEX CORP W TANK         APPROX.13.7 KM 1281121.0 |
 AU0766| AU0767 NEW ORLEANS W BASE 2 RM 3            23.659 METERS 13517     |
 AU0766| AU2858 KENNER DELTA MATCH CORP STACK       APPROX. 4.0 KM 2641322.5 |
 AU0766| AU0765 NEW ORLEANS W BASE 2 RM 4            19.655 METERS 27905     |
 AU0766|---------------------------------------------------------------------|
 AU0766
 AU0766                          SUPERSEDED SURVEY CONTROL
 AU0766
 AU0766  ELLIP H (01/21/93)  -25.44   (m)                       GP(       ) 4 2
 AU0766  NAD 83(1986)-  29 58 45.67886(N)    090 14 22.51412(W) AD(       ) 1
 AU0766  NAD 27      -  29 58 44.94567(N)    090 14 22.23849(W) AD(       ) 1
 AU0766  NAVD 88 (02/14/94)    0.749  (m)            2.46   (f) UNKNOWN     1 2
 AU0766  NAVD 88 (06/15/91)    0.829  (m)            2.72   (f) UNKNOWN     1 2
 AU0766  NGVD 29 (??/??/??)    0.822  (m)            2.70   (f) ADJUSTED    1 2
 AU0766
 AU0766.Superseded values are not recommended for survey control.
 AU0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0766.See file dsdata.txt to determine how the superseded data were derived.
 AU0766
 AU0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6634219705(NAD 83)
 AU0766_MARKER: Z = SEE DESCRIPTION
 AU0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0766_SP_SET: CONCRETE POST
 AU0766_STAMPING: NEW ORLEANS W BASE 2 1959
 AU0766_MARK LOGO: NONE  
 AU0766_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AU0766+STABILITY: POSITION/ELEVATION WELL
 AU0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0766+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1994
 AU0766
 AU0766  HISTORY     - Date     Condition        Report By
 AU0766  HISTORY     - 1953     MONUMENTED       CGS
 AU0766  HISTORY     - 1954     GOOD             CGS
 AU0766  HISTORY     - 1954     GOOD             CGS
 AU0766  HISTORY     - 1955     GOOD             CGS
 AU0766  HISTORY     - 1964     GOOD             CGS
 AU0766  HISTORY     - 1966     GOOD             CGS
 AU0766  HISTORY     - 1969     GOOD             CGS
 AU0766  HISTORY     - 1969     GOOD             CGS
 AU0766  HISTORY     - 1972     GOOD             NGS
 AU0766  HISTORY     - 1984     GOOD             NGS
 AU0766  HISTORY     - 1984     GOOD             LA-051
 AU0766  HISTORY     - 1986     GOOD             NGS
 AU0766  HISTORY     - 1987     GOOD             LADTD
 AU0766  HISTORY     - 19920619 GOOD             NGS
 AU0766  HISTORY     - 19930331 GOOD             BFM
 AU0766  HISTORY     - 19930331 GOOD             BFM
 AU0766  HISTORY     - 19930331 GOOD             BFM
 AU0766  HISTORY     - 19941212 GOOD             NGS
 AU0766
 AU0766                          STATION DESCRIPTION
 AU0766
 AU0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU0766'THE STATION IS ABOUT 0.3 MILE EAST OF THE KANSAS CITY AND
 AU0766'SOUTHERN RAILROAD DEPOT IN KENNER.  IT IS ABOUT MID-WAY
 AU0766'BETWEEN THE KANSAS CITY AND SOUTHERN RAILROAD TRACKS AND
 AU0766'AIRLINE HIGHWAY, 60.0 FEET SOUTH OF THE CENTER OF THE ISLAND
 AU0766'DIVIDING AIRLINE HIGHWAY, 50.5 FEET WEST OF THE CENTER OF
 AU0766'A GRAVELED STREET AND 37.0 FEET NORTH OF THE NORTH RAIL
 AU0766'OF THE RAILROAD TRACKS.  IT IS SET FLUSH AND IS STAMPED
 AU0766'NO W BASE 2 1953.
 AU0766'
 AU0766'REFERENCE MARK NO. 3 IS 18.0 FEET EAST OF THE CENTER OF A
 AU0766'GRAVELED ROAD, 14.0 FEET NORTH OF A POWERLINE POLE AND 8.5
 AU0766'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS.  IT IS
 AU0766'SET FLUSH AND IS STAMPED NO W BASE 2 NO 3 1953.
 AU0766'
 AU0766'REFERENCE MARK NO. 4 IS 56.0 FEET SOUTH OF THE CENTER OF
 AU0766'THE ISLAND DIVIDING AIRLINE HIGHWAY, 41.0 FEET NORTH OF THE
 AU0766'RAIL OF THE RAILROAD TRACKS AND 5.0 FEET SOUTH OF A TELEPHONE
 AU0766'POLE.  IT IS SET FLUSH AND IS STAMPED NO W BASE 2 NO 4 1953.
 AU0766'
 AU0766'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 AU0766'NO. 4 IS 135.15 FEET.
 AU0766'
 AU0766'THE AZIMUTH MARK IS 39.0 FEET NORTH OF THE CENTER OF THE
 AU0766'ISLAND DIVIDING AIRLINE HIGHWAY AND 1.0 FOOT SOUTH OF A POWERLINE
 AU0766'POLE.  IT IS SET FLUSH AND IS STAMPED NO W BASE 2 1953.
 AU0766'
 AU0766'TO REACH THE STATION FROM THE KANSAS CITY AND SOUTHERN RAILROAD
 AU0766'DEPOT IN KENNER, GO EAST ON AIRLINE HIGHWAY FOR 0.3 MILE AND
 AU0766'THE MARK ON THE RIGHT AS DESCRIBED.
 AU0766'
 AU0766'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON AIRLINE
 AU0766'HIGHWAY FOR 0.4 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 AU0766'
 AU0766'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 AU0766
 AU0766                          STATION RECOVERY (1954)
 AU0766
 AU0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 AU0766'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN
 AU0766'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 AU0766
 AU0766                          STATION RECOVERY (1954)
 AU0766
 AU0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 AU0766'THE STATION, REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK WERE
 AU0766'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 AU0766
 AU0766                          STATION RECOVERY (1955)
 AU0766
 AU0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 AU0766'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 AU0766'ADEQUATE.
 AU0766
 AU0766                          STATION RECOVERY (1964)
 AU0766
 AU0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 AU0766'THE STATION AND REFERENCE MARK NO 3 AND 4 WERE FOUND AND
 AU0766'IN GOOD CONDITION.  THE STATION MAY BE REACHED BY GOING
 AU0766'0.3 MILE EAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 AU0766'THE CROSSING OF WILLIAMS BLVD AT KENNER, AT THE CROSSING OF
 AU0766'JACKSON STREET, 38 FEET NORTH OF THE NORTH RAIL, 49 FEET
 AU0766'SOUTH OF THE CENTER LINE OF THE EAST-BOUND LANE OF U.S. HIGHWAY
 AU0766'61, 1-1/2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 AU0766'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 AU0766'FLUSH WITH THE GROUND.
 AU0766'
 AU0766'REFERENCE MARK NO. 3 IS 77.6 FEET SOUTHEAST OF THE STATION,
 AU0766'17-1/2 FEET EAST OF CENTER LINE OF JACKSON STREET, 9 FEET
 AU0766'SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF A CONCRETE POST
 AU0766'2 INCHES UNDERGROUND.
 AU0766'
 AU0766'REFERENCE MARK NO. 4 IS 66.5 FEET WEST OF THE STATION, 43
 AU0766'FEET NORTH OF NORTH RAIL, SET IN THE TOP OF A CONCRETE POST
 AU0766'FLUSH WITH THE GROUND.
 AU0766'
 AU0766'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT COULD
 AU0766'NOT BE RECOVERED.
 AU0766
 AU0766                          STATION RECOVERY (1966)
 AU0766
 AU0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 AU0766'THIS STATION WAS RECOVERED AS DESCRIBED.
 AU0766'
 AU0766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 AU0766'IN KENNER. LA.
 AU0766
 AU0766                          STATION RECOVERY (1969)
 AU0766
 AU0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 AU0766'THE STATION AND REFERENCE MARKS NO. 3 AND NO 4 WERE RECOVERED
 AU0766'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  TO
 AU0766'REACH THE STATION GO 0.3 MILE EAST ALONG U.S. HIGHWAY 61
 AU0766'(AIRLINE HIGHWAY) FROM THE INTERSECTION OF WILLIAMS BLVD.
 AU0766'IN KENNER, AT THE CROSSING OF JACKSON STREET, 50 FEET SOUTH
 AU0766'OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 AU0766'1.7 FEET SOUTH OF A METAL WITNESS POST, 1-1/2 FEET BELOW THE
 AU0766'LEVEL OF THE HIGHWAY.  A TRIANGULATION STATION DISK SET IN
 AU0766'THE TOP OF A CONCRETE POST 1-INCH BELOW THE SURFACE OF THE
 AU0766'GROUND.  THE DISK IS STAMPED NO W BASE 2 1953.
 AU0766'
 AU0766'REFERENCE MARK NO. 3 IS 77.6 FEET SOUTHEAST OF, AND ACROSS
 AU0766'TWO TRACKS OF THE LOUISIANA AND ARKANSAS RAILWAY AND JACKSON
 AU0766'STREET, THE STATION MARK DESCRIBED.  THE MARK IS STAMPED
 AU0766'NO W BASE 2 NO 3 1953 AND IS SET IN THE TOP OF A CONCRETE
 AU0766'POST 12 INCHES BELOW THE SURFACE OF THE GROUND.
 AU0766'
 AU0766'REFERENCE MARK NO. 4 IS 64.3 FEET WEST OF THE STATION MARK
 AU0766'DESCRIBED.  THE MARK IS STAMPED NO W BASE NO 4 1953 AND IS
 AU0766'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AU0766'
 AU0766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KENNER,
 AU0766'LA.
 AU0766
 AU0766                          STATION RECOVERY (1969)
 AU0766
 AU0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AU0766'IN KENNER.
 AU0766'AT KENNER, ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 61 (AIRLINE HIGHWAY)
 AU0766'FROM THE INTERSECTION OF WILLIAMS BLVD, BETWEEN THE HIGHWAY AND THE
 AU0766'LOUISIANA AND ARKANSAS RAILROAD, AT THE CROSSING OF JACKSON STREET, 50
 AU0766'FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 AU0766'37.4 FEET NORTH OF THE NORTH RAIL, 25 1/2 FEET NORTHWEST OF A POWER
 AU0766'AND TELEPHONE POLE NO. 117, 1.7 FEET SOUTH OF A METAL WITNESS POST, 1
 AU0766'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 AU0766'CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.
 AU0766
 AU0766                          STATION RECOVERY (1972)
 AU0766
 AU0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU0766'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED AND
 AU0766'FOUND IN GOOD CONDITION.  REFERENCE MARK 3 AND THE AZIMUTH
 AU0766'MARK WERE SEARCHED FOR BUT COULD NOT BE FOUND.  THE AZIMUTH
 AU0766'MARK IS BELIEVED TO HAVE BEEN DESTROYED WHEN THE ISLAND
 AU0766'DIVIDING U.S. HIGHWAY 61 WAS NARROWED.  REFERENCE MARK 3
 AU0766'MAY STILL BE INTACT, BUT IF SO IT IS NOW UNDER DEEP ROCK FILL
 AU0766'OF RAILROAD BED.  THE STATION MARK IS NOW UNDER A MASS OF
 AU0766'POWERLINES.  A REFERENCE MARK 5 WAS ESTABLISHED AND THE TOWER
 AU0766'WAS CONSTRUCTED HERE AT THIS TIME.
 AU0766'
 AU0766'A CHECK FOR DISTANCE TO REFERENCE MARK 4 WAS MADE AND WAS
 AU0766'FOUND ADEQUATE.  THE LOCATION AND ROUTE OF THE 1953 DESCRIPTION
 AU0766'ARE ADEQUATE.
 AU0766'
 AU0766'AN ELECTRONIC DISTANCE WAS MADE TO N.O. W BASE 2 RM 5, DISTANCE
 AU0766'BEING 165.418 METERS OR 542.70 FEET.
 AU0766'
 AU0766'REFERENCE MARK 5, ARE STANDARD REFERENCE MARK DISKS STAMPED
 AU0766'N.O. W BASE 2 NO 5 1972.  THE SURFACE DISK IS SET IN THE TOP
 AU0766'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 AU0766'WITH THE GROUND SURFACE.  IT IS 66 FEET SOUTH OF THE SOUTH
 AU0766'RAIL OF THE RAILROAD TRACKS, 59 FEET NORTH-NORTHEAST OF THE
 AU0766'NORTHWEST CORNER OF HOUSE AND 46.5 FEET EAST OF THE CENTERLINE
 AU0766'OF TAYLOR STREET.  THE UNDERGROUND DISK IS SET IN THE TOP
 AU0766'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AU0766'SURFACE.
 AU0766'
 AU0766'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 AU0766'
 AU0766'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AU0766'
 AU0766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 AU0766'EAST EDGE OF KENNER
 AU0766
 AU0766                          STATION RECOVERY (1984)
 AU0766
 AU0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU0766'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1984.
 AU0766
 AU0766                          STATION RECOVERY (1984)
 AU0766
 AU0766'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU0766'RECOVERED IN GOOD CONDITION.
 AU0766
 AU0766                          STATION RECOVERY (1986)
 AU0766
 AU0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AU0766'RECOVERED IN GOOD CONDITION.
 AU0766
 AU0766                          STATION RECOVERY (1987)
 AU0766
 AU0766'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU0766'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU0766'A NEW DESCRIPTION WAS TAKEN AT THE STATION.  A NEW AZIMUTH MARK WAS
 AU0766'SET THIS DATE.
 AU0766'
 AU0766'THE STATION IS LOCATED ABOUT 3.15 KM (1.95 MI)
 AU0766'SOUTH OF INTERSTATE HIGHWAY 10,
 AU0766'0.5 KM (0.3 MI) EAST OF THE JUNCTION OF AIRLINE HIGHWAY AND
 AU0766'WILLIAMS BOULEVARD.
 AU0766'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU0766'
 AU0766'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU0766'WILLAIMS BOULEVARD, GO SOUTH FOR 3.15 KM (1.95 MI) ON WILLAIMS
 AU0766'BOULEVARD TO ITS JUNCTION WITH AIRLINE HIGHWAY.
 AU0766'TURN LEFT AND GO EAST FOR 0.5 KM (0.3 MI) ON AIRLINE HIGHWAY TO THE
 AU0766'STATION ON THE RIGHT BETWEEN AIRLINE HIGHWAY AND THE RAILROAD
 AU0766'TRACKS.
 AU0766'
 AU0766'THE STATION IS A STANDARD CGS DISK
 AU0766'STAMPED---N O W BASE 2 1953---,
 AU0766'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU0766'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU0766'18.9 METERS (62 FT) SOUTH FROM THE CENTER OF THE HIGHWAY DIVIDER,
 AU0766'14.5 METERS (47.5 FT) WEST FROM THE CENTER OF JACKSON STREET,
 AU0766'8.2 METERS (26.9 FT) EAST-SOUTHEAST FROM A GAS IRON PIPE,
 AU0766'7.5 METERS (24.6 FT) EAST-SOUTHEAST FROM A UTILITY POLE, AND
 AU0766'0.6 METERS (2 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AU0766
 AU0766                          STATION RECOVERY (1992)
 AU0766
 AU0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AU0766'IN KENNER, AT THE INTERSECTION OF AIRLINE HIGHWAY (U.S. HIGHWAY 61)
 AU0766'AND JACKSON STREET, 36.5 M (119.8 FT) NORTH-NORTHEAST OF THE
 AU0766'NORTHEAST CORNER OF THE PELLERIN LAUNDRY MACHINE SALES COMPANY
 AU0766'INCORPORATED, 15.1 M (49.5 FT) SOUTH OF THE CENTERLINE OF THE
 AU0766'EASTBOUND LANES OF THE HIGHWAY, 13.5 M (44.3 FT) WEST OF THE
 AU0766'CENTERLINE OF THE STREET, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 AU0766'HIGHWAY, AND THE MONUMENT IS RECESSED 0.7 M (2.3 FT) BELOW THE GROUND
 AU0766'SURFACE.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A 20-INCH METAL
 AU0766'COVER THAT IS PAINTED ORANGE AND PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AU0766'GROUND SURFACE.
 AU0766
 AU0766                          STATION RECOVERY (1993)
 AU0766
 AU0766'RECOVERY NOTE BY BFM CORPORATION 1993 (DWE)
 AU0766'THE STATION WAS VISITED AND THE MARK WAS RECOVERED IN GOOD CONDITION.
 AU0766'THE ORIGINAL DESCRITION IS ADEQUATE.
 AU0766
 AU0766                          STATION RECOVERY (1993)
 AU0766
 AU0766'RECOVERY NOTE BY BFM CORPORATION 1993 (DWE)
 AU0766'THE STATION WAS VISITED AND THE MARK WAS RECOVERED IN GOOD CONDITION.
 AU0766'THE ORIGINAL DESCRITION IS ADEQUATE.
 AU0766
 AU0766                          STATION RECOVERY (1993)
 AU0766
 AU0766'RECOVERY NOTE BY BFM CORPORATION 1993 (DWE)
 AU0766'THE STATION WAS VISITED AND THE MARK WAS RECOVERED IN GOOD CONDITION.
 AU0766'THE ORIGINAL DESCRITION IS ADEQUATE.
 AU0766
 AU0766                          STATION RECOVERY (1994)
 AU0766
 AU0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0766'IN KENNER, AT THE INTERSECTION OF AIRLINE HIGHWAY (U.S. HIGHWAY 61)
 AU0766'AND JACKSON STREET, 36.5 M (119.8 FT) NORTH-NORTHEAST OF THE NORTHEAST
 AU0766'CORNER OF THE PELLERIN LAUNDRY MACHINE SALES COMPANY INCORPORATED,
 AU0766'15.1 M (49.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AU0766'HIGHWAY, 13.5 M (44.3 FT) WEST OF THE STREET CENTERLINE, 0.8 M (2.6
 AU0766'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.7 M
 AU0766'(2.3 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE MONUMENT IS
 AU0766'THROUGH A 20-INCH METAL COVER THAT IS PAINTED ORANGE AND PROJECTS 0.1
 AU0766'M (0.3 FT) ABOVE THE GROUND SURFACE. DISK REPORTED AS STAMPED--N. O. W
 AU0766'BASE 2 1953, NOT--NEW ORLEANS W BASE 2 1953, AS PREVIOUSLY REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2798 ***********************************************************************
 AU2798  DESIGNATION -  NEW ORLEANS W BASE 2 RM 5
 AU2798  PID         -  AU2798
 AU2798  STATE/COUNTY-  LA/JEFFERSON
 AU2798  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2798
 AU2798                         *CURRENT SURVEY CONTROL
 AU2798  ___________________________________________________________________
 AU2798* NAD 83(1992)-  29 58 44.20248(N)    090 14 16.57788(W)     ADJUSTED  
 AU2798* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AU2798  **This station is located in a subsidence area (see below).
 AU2798  ___________________________________________________________________
 AU2798  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2798  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AU2798
 AU2798  HORZ ORDER  -  FIRST
 AU2798
 AU2798.The horizontal coordinates were established by classical geodetic methods
 AU2798.and adjusted by the National Geodetic Survey in January 1993..
 AU2798
 AU2798 ** The orthometric height has not been validated since last determined
 AU2798 ** by differential leveling and should not be used for control purposes.
 AU2798 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2798 ** area with valid NAVD 88 orthometric heights.
 AU2798 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2798 ** epoch indicated which incorporates improved geoid heights for the
 AU2798 ** Southern Louisiana Subsidence area.
 AU2798 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2798
 AU2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2798
 AU2798.The geoid height was determined by GEOID03.
 AU2798
 AU2798;                    North         East     Units Scale Factor Converg.
 AU2798;SPC LA S     -   164,437.839 1,105,703.444   MT  0.99992582   +0 32 51.8
 AU2798;SPC LA S     -   539,493.14  3,627,628.72   sFT  0.99992582   +0 32 51.8
 AU2798;UTM  15      - 3,319,663.663   766,502.728   MT  1.00047637   +1 22 51.5
 AU2798
 AU2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2798!SPC LA S     -   1.00000399  x   0.99992582  =   0.99992981
 AU2798!UTM  15      -   1.00000399  x   1.00047637  =   1.00048036
 AU2798
 AU2798:                Primary Azimuth Mark                     Grid Az
 AU2798:SPC LA S     -  METAIRIE WEST WATER TANK                 028 57 37.7
 AU2798:UTM  15      -  METAIRIE WEST WATER TANK                 028 07 38.0
 AU2798
 AU2798|---------------------------------------------------------------------|
 AU2798| PID    Reference Object                     Distance      Geod. Az  |
 AU2798|                                                           dddmmss.s |
 AU2798| BJ4286 METAIRIE WEST WATER TANK            APPROX. 3.3 KM 0293029.5 |
 AU2798| AU2784 METAIRIE EAST WATER TANK            APPROX. 8.0 KM 0752954.5 |
 AU2798| AU2692 GRETNA TV STA WWL MAST              APPROX.20.8 KM 1124406.9 |
 AU2798| AU2780 BRIDGE CITY WATER TANK              APPROX. 8.6 KM 1260734.9 |
 AU2798| AU2778 HARAHAN CROSS S BANK HIGH TWR       APPROX. 8.0 KM 1343415.1 |
 AU2798| AU2793 BRIDGE CITY AVON SHIPYARD TANK      APPROX. 8.0 KM 1355759.1 |
 AU2798| AU2866 FRELLAS TRANS MATCH TANK            APPROX. 4.3 KM 2631218.1 |
 AU2798| AU0766 NEW ORLEANS W BASE 2                165.393 METERS 28547     |
 AU2798| AU2863 NEW ORLEANS INTL APT CONTR TR       APPROX. 1.9 KM 2962054.4 |
 AU2798| BJ4283 RADIO STATION WWL SOUTH MAST        APPROX. 6.6 KM 3551550.4 |
 AU2798| BJ4284 RADIO STATION WWL NORTH MAST        APPROX. 6.7 KM 3552127.7 |
 AU2798| BJ2828 LEVEE 3                             APPROX. 6.8 KM 3590051.5 |
 AU2798|---------------------------------------------------------------------|
 AU2798
 AU2798                          SUPERSEDED SURVEY CONTROL
 AU2798
 AU2798  NAD 83(1986)-  29 58 44.21833(N)    090 14 16.57686(W) AD(       ) 1
 AU2798  NAD 27      -  29 58 43.48505(N)    090 14 16.30108(W) AD(       ) 1
 AU2798  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 AU2798
 AU2798.Superseded values are not recommended for survey control.
 AU2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2798.See file dsdata.txt to determine how the superseded data were derived.
 AU2798
 AU2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6650319664(NAD 83)
 AU2798_MARKER: DR = REFERENCE MARK DISK
 AU2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2798+STABILITY: SURFACE MOTION
 AU2798
 AU2798  HISTORY     - Date     Condition        Report By
 AU2798  HISTORY     - 1972     MONUMENTED       NGS
 AU2798  HISTORY     - 19920611 MARK NOT FOUND   NGS
 AU2798
 AU2798                          STATION DESCRIPTION
 AU2798
 AU2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2798'THE STATION IS LOCATED IN THE EAST EDGE OF KENNER, ABOUT 10 MILES
 AU2798'WEST-NORTHWEST OF DOWNTOWN NEW ORLEANS, 4-1/2 MILES SOUTH OF THE
 AU2798'SOUTH BANK OF LAKE PONTCHARTRAIN, 3-1/2 MILES NORTH-NORTHWEST OF
 AU2798'HARAHAN AND 1/2 MILE NORTH OF THE NORTH BANK OF THE MISSISSIPPI
 AU2798'RIVER.  THE STATION IS ON PROPERTY OWNED BY MR. HENRY L. STEWART,
 AU2798'731 TAYLOR STREET, KENNER, LOUISIANA.  PHONE NUMBER 721-6198.
 AU2798'
 AU2798'TO REACH THE STATION FROM THE JUNCTION OF WILLIAMS BOULEVARD AND
 AU2798'AIRLINE HIGHWAY (U.S. HIGHWAY 61) IN KENNER, GO EAST FOLLOWING
 AU2798'AIRLINE HIGHWAY (U.S. HIGHWAY 61) FOR 0.35 MILE TO THE INTERSECTION
 AU2798'WITH JACKSON STREET AND STATION N.O. W BASE 2 1953 ON THE RIGHT.
 AU2798'TURN RIGHT AND GO SOUTH FOLLOWING JACKSON STREET FOR 0.25 MILE TO THE
 AU2798'INTERSECTION WITH KENNER AVENUE.  TURN LEFT AND GO EAST FOR
 AU2798'0.05 MILE TO THE INTERSECTION WITH TAYLOR STREET, TURN LEFT AND GO
 AU2798'NORTH ON TAYLOR STREET FOR 0.25 MILE TO THE END OF STREET AND
 AU2798'STATION ON THE RIGHT AS DESCRIBED.
 AU2798'
 AU2798'THE PROPERTY OWNERS HOUSE ON THE LEFT.
 AU2798'
 AU2798'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED N.O. W BASE 2
 AU2798'NO 5 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AU2798'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AU2798'SURFACE.  IT IS 66 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS,
 AU2798'59 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF HOUSE AND
 AU2798'46.5 FEET EAST OF THE CENTER LINE OF TAYLOR STREET.  THE UNDERGROUND
 AU2798'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 AU2798'BELOW THE GROUND SURFACE.
 AU2798'
 AU2798'N.O. W BASE 2 1953, A STANDARD STATION MARK DISK STAMPED N.O. W BASE
 AU2798'2 1953.  THE SURFACE DISK IS 2 INCHES BELOW GROUND SURFACE.  IT IS
 AU2798'STATED IN THE 1953 DESCRIPTION.  IT IS 62 FEET SOUTH OF
 AU2798'THE ISLAND BETWEEN U.S. HIGHWAY 61, 49 FEET WEST OF THE
 AU2798'APPROXIMATE CENTER OF JACKSON STREET, 37.2 FEET NORTH OF THE NORTH
 AU2798'RAIL OF RAILROAD TRACKS AND 1.5 FEET SOUTH OF METAL WITNESS
 AU2798'POST WITH SIGN ATTACHED.
 AU2798'
 AU2798'HEIGHT OF LIGHT ABOVE STATION MARK 34.1 METERS.
 AU2798
 AU2798                          STATION RECOVERY (1992)
 AU2798
 AU2798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AU2798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2788 ***********************************************************************
 AU2788  DESIGNATION -  NEW ORLEANS WATER PURIF NE STK
 AU2788  PID         -  AU2788
 AU2788  STATE/COUNTY-  LA/ORLEANS
 AU2788  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2788
 AU2788                         *CURRENT SURVEY CONTROL
 AU2788  ___________________________________________________________________
 AU2788* NAD 83(1992)-  29 57 28.89862(N)    090 07 43.94073(W)     ADJUSTED  
 AU2788* NAVD 88     -                                                        
 AU2788  **This station is located in a subsidence area (see below).
 AU2788  ___________________________________________________________________
 AU2788  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2788  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2788
 AU2788  HORZ ORDER  -  THIRD
 AU2788
 AU2788.The horizontal coordinates were established by classical geodetic methods
 AU2788.and adjusted by the National Geodetic Survey in January 1993..
 AU2788
 AU2788 ** The orthometric height has not been validated since last determined
 AU2788 ** by differential leveling and should not be used for control purposes.
 AU2788 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2788 ** area with valid NAVD 88 orthometric heights.
 AU2788 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2788 ** epoch indicated which incorporates improved geoid heights for the
 AU2788 ** Southern Louisiana Subsidence area.
 AU2788 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2788
 AU2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2788
 AU2788.The geoid height was determined by GEOID03.
 AU2788
 AU2788;                    North         East     Units Scale Factor Converg.
 AU2788;SPC LA S     -   162,224.985 1,116,252.085   MT  0.99992602   +0 36 08.1
 AU2788;SPC LA S     -   532,233.14  3,662,237.05   sFT  0.99992602   +0 36 08.1
 AU2788;UTM  15      - 3,317,603.164   777,088.616   MT  1.00054739   +1 26 04.8
 AU2788
 AU2788                          SUPERSEDED SURVEY CONTROL
 AU2788
 AU2788  NAD 83(1986)-  29 57 28.91402(N)    090 07 43.94005(W) AD(       ) 4
 AU2788  NAD 27      -  29 57 28.18252(N)    090 07 43.67514(W) AD(       ) 3
 AU2788
 AU2788.Superseded values are not recommended for survey control.
 AU2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2788.See file dsdata.txt to determine how the superseded data were derived.
 AU2788
 AU2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7708917603(NAD 83)
 AU2788_MARKER: 63 = STACK
 AU2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2788+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2788
 AU2788  HISTORY     - Date     Condition        Report By
 AU2788  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2788  HISTORY     - 20030506 GOOD             USPSQD
 AU2788
 AU2788                          STATION DESCRIPTION
 AU2788
 AU2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2788'THE STATION IS LOCATED VERY NEAR THE ORLEANS-JEFFERSON PARISH
 AU2788'LINE, ABOUT 0.4 MILE SOUTHWEST OF U.S. HIGHWAY 90, 270 FEET
 AU2788'NORTHEAST OF SPRUCE STREET AND 60 FEET SOUTHEAST OF EAGLE
 AU2788'STREET.  THE STACK IS THE LARGER AND NORTHEAST ONE OF TWO.
 AU2788'IT IS CONSTRUCTED OF BRICK AND IS INVERTED BELL SHAPE AT
 AU2788'THE TOP.  IT HAS RED LIGHTS ON FOUR SIDES NEAR THE TOP AND
 AU2788'LIGHTNING RODS ON FOUR SIDES PROJECTING OVER THE TOP.  THE
 AU2788'HEIGHT OF THE STACK IS 200 FEET AND THE TOP AND CENTER WAS
 AU2788'THE POINT OBSERVED UPON.
 AU2788
 AU2788                          STATION RECOVERY (2003)
 AU2788
 AU2788'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2789 ***********************************************************************
 AU2789  DESIGNATION -  NEW ORLEANS WATER PURIF SW STK
 AU2789  PID         -  AU2789
 AU2789  STATE/COUNTY-  LA/ORLEANS
 AU2789  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2789
 AU2789                         *CURRENT SURVEY CONTROL
 AU2789  ___________________________________________________________________
 AU2789* NAD 83(1992)-  29 57 28.24066(N)    090 07 44.58688(W)     ADJUSTED  
 AU2789* NAVD 88     -                                                        
 AU2789  **This station is located in a subsidence area (see below).
 AU2789  ___________________________________________________________________
 AU2789  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2789  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2789
 AU2789  HORZ ORDER  -  THIRD
 AU2789
 AU2789.The horizontal coordinates were established by classical geodetic methods
 AU2789.and adjusted by the National Geodetic Survey in January 1993..
 AU2789
 AU2789 ** The orthometric height has not been validated since last determined
 AU2789 ** by differential leveling and should not be used for control purposes.
 AU2789 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2789 ** area with valid NAVD 88 orthometric heights.
 AU2789 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2789 ** epoch indicated which incorporates improved geoid heights for the
 AU2789 ** Southern Louisiana Subsidence area.
 AU2789 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2789
 AU2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2789
 AU2789.The geoid height was determined by GEOID03.
 AU2789
 AU2789;                    North         East     Units Scale Factor Converg.
 AU2789;SPC LA S     -   162,204.546 1,116,234.975   MT  0.99992602   +0 36 07.8
 AU2789;SPC LA S     -   532,166.08  3,662,180.91   sFT  0.99992602   +0 36 07.8
 AU2789;UTM  15      - 3,317,582.465   777,071.794   MT  1.00054727   +1 26 04.4
 AU2789
 AU2789                          SUPERSEDED SURVEY CONTROL
 AU2789
 AU2789  NAD 83(1986)-  29 57 28.25573(N)    090 07 44.58626(W) AD(       ) 4
 AU2789  NAD 27      -  29 57 27.52361(N)    090 07 44.32330(W) AD(       ) 3
 AU2789
 AU2789.Superseded values are not recommended for survey control.
 AU2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2789.See file dsdata.txt to determine how the superseded data were derived.
 AU2789
 AU2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7707217582(NAD 83)
 AU2789_MARKER: 63 = STACK
 AU2789
 AU2789  HISTORY     - Date     Condition        Report By
 AU2789  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2789  HISTORY     - 19961226 GOOD             USPSQD
 AU2789  HISTORY     - 20030510 POOR             USPSQD
 AU2789
 AU2789                          STATION DESCRIPTION
 AU2789
 AU2789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2789'THE NEW ORLEANS, WATER PURIFICATION SOUTHWEST STACK IS LOCATED NEAR
 AU2789'THE ORLEANS AND JEFFERSON PARISH LINE AT THE SITE OF THE NEW ORLEANS
 AU2789'WATER PURIFICATION PLANT AT THE INTERSECTION OF EAGLE AND SPRUCE
 AU2789'STREETS.
 AU2789'
 AU2789'IT IS A BRICK STRUCTURE, HAS RED LIGHTS ON FOUR SIDES NEAR THE TOP
 AU2789'AND HAS AN OVERALL HEIGHT OF 200 FEET. (SMALLER ONE OF TWO)
 AU2789'
 AU2789'POINT INTERSECTED WAS THE APPROXIMATE CENTER AT THE TOP.
 AU2789
 AU2789                          STATION RECOVERY (1996)
 AU2789
 AU2789'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2789'RECOVERED IN GOOD CONDITION.
 AU2789
 AU2789                          STATION RECOVERY (2003)
 AU2789
 AU2789'RECOVERY NOTE BY US POWER SQUADRON 2003 (SOL)
 AU2789'5-INCH LOGO CAP MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3311 ***********************************************************************
 AU3311  DESIGNATION -  NEW ORLEANS WB 2 AZ MK 2
 AU3311  PID         -  AU3311
 AU3311  STATE/COUNTY-  LA/JEFFERSON
 AU3311  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3311
 AU3311                         *CURRENT SURVEY CONTROL
 AU3311  ___________________________________________________________________
 AU3311* NAD 83(1992)-  29 58 46.57953(N)    090 14 41.45840(W)     ADJUSTED  
 AU3311* NAVD 88     -         2.3  **(meters)       8.   **(feet)  VERTCON   
 AU3311  **This station is located in a subsidence area (see below).
 AU3311  ___________________________________________________________________
 AU3311  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU3311  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AU3311
 AU3311  HORZ ORDER  -  SECOND
 AU3311
 AU3311.The horizontal coordinates were established by classical geodetic methods
 AU3311.and adjusted by the National Geodetic Survey in January 1993..
 AU3311.No horizontal observational check was made to the station.
 AU3311
 AU3311 ** The orthometric height has not been validated since last determined
 AU3311 ** by differential leveling and should not be used for control purposes.
 AU3311 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3311 ** area with valid NAVD 88 orthometric heights.
 AU3311 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3311 ** epoch indicated which incorporates improved geoid heights for the
 AU3311 ** Southern Louisiana Subsidence area.
 AU3311 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3311
 AU3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3311
 AU3311.The geoid height was determined by GEOID03.
 AU3311
 AU3311;                    North         East     Units Scale Factor Converg.
 AU3311;SPC LA S     -   164,504.670 1,105,035.846   MT  0.99992581   +0 32 39.3
 AU3311;SPC LA S     -   539,712.40  3,625,438.44   sFT  0.99992581   +0 32 39.3
 AU3311;UTM  15      - 3,319,720.809   765,833.862   MT  1.00047197   +1 22 39.1
 AU3311
 AU3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3311!SPC LA S     -   1.00000374  x   0.99992581  =   0.99992955
 AU3311!UTM  15      -   1.00000374  x   1.00047197  =   1.00047571
 AU3311
 AU3311                          SUPERSEDED SURVEY CONTROL
 AU3311
 AU3311  NAD 83(1986)-  29 58 46.59541(N)    090 14 41.45741(W) AD(       ) 2
 AU3311  NAD 27      -  29 58 45.86225(N)    090 14 41.18128(W) AD(       ) 2
 AU3311  NGVD 29 (05/20/88)    2.4    (m)            8.     (f) VERT ANG       
 AU3311
 AU3311.Superseded values are not recommended for survey control.
 AU3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3311.See file dsdata.txt to determine how the superseded data were derived.
 AU3311
 AU3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6583419721(NAD 83)
 AU3311_MARKER: DZ = AZIMUTH MARK DISK
 AU3311_SETTING: 0 = UNSPECIFIED SETTING
 AU3311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3311
 AU3311  HISTORY     - Date     Condition        Report By
 AU3311  HISTORY     - 1987     MONUMENTED       LADTD
 AU3311  HISTORY     - 19920611 MARK NOT FOUND   NGS
 AU3311
 AU3311                          STATION DESCRIPTION
 AU3311
 AU3311'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3311'THE STATION IS LOCATED ABOUT 3.15 KM (1.95 MI)
 AU3311'SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND WILLAIMS
 AU3311'BOULEVARD IN KENNER AT THE JUNCTION OF AIRLINE HIGHWAY AND WILLAIMS
 AU3311'BOULEVARD IN THE MEDIAN OF WILLAIMS BOULEVARD JUST SOUTH OF THE
 AU3311'JUNCTION.
 AU3311'OWNERSHIP--CITY OF KENNER
 AU3311'
 AU3311'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU3311'WILLAIMS BOULEVARD, GO SOUTH FOR 3.15 KM (1.95 MI) ON WILLAIMS
 AU3311'BOULEVARD TO THE JUNCTION WITH AIRLINE HIGHWAY.  CROSS THE
 AU3311'INTERSECTION TO THE OLD RAILROAD CROSSING AND THE MARK IN THE
 AU3311'MEDIAN.
 AU3311'
 AU3311'THE STATION IS A STANDARD NGS DISK
 AU3311'STAMPED---NEW ORLEANS WEST BASE 2 1953 NO 2 1987---,
 AU3311'SET INTO A DRILL HOLE IN THE CONCRETE MEDIAN.
 AU3311'28 METERS (91.9 FT) SOUTH FROM THE CENTER OF AIRLINE HIGHWAY.
 AU3311
 AU3311                          STATION RECOVERY (1992)
 AU3311
 AU3311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AU3311'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2676 ***********************************************************************
 AU2676  DESIGNATION -  NEW ORLEANS WEA BUR RADAR DOME
 AU2676  PID         -  AU2676
 AU2676  STATE/COUNTY-  LA/ORLEANS
 AU2676  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2676
 AU2676                         *CURRENT SURVEY CONTROL
 AU2676  ___________________________________________________________________
 AU2676* NAD 83(1992)-  29 56 54.46758(N)    090 04 38.16318(W)     ADJUSTED  
 AU2676* NAVD 88     -                                                        
 AU2676  **This station is located in a subsidence area (see below).
 AU2676  ___________________________________________________________________
 AU2676  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AU2676  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2676
 AU2676  HORZ ORDER  -  THIRD
 AU2676
 AU2676.The horizontal coordinates were established by classical geodetic methods
 AU2676.and adjusted by the National Geodetic Survey in January 1993..
 AU2676
 AU2676 ** The orthometric height has not been validated since last determined
 AU2676 ** by differential leveling and should not be used for control purposes.
 AU2676 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2676 ** area with valid NAVD 88 orthometric heights.
 AU2676 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2676 ** epoch indicated which incorporates improved geoid heights for the
 AU2676 ** Southern Louisiana Subsidence area.
 AU2676 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2676
 AU2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2676
 AU2676.The geoid height was determined by GEOID03.
 AU2676
 AU2676;                    North         East     Units Scale Factor Converg.
 AU2676;SPC LA S     -   161,218.398 1,121,244.306   MT  0.99992616   +0 37 41.0
 AU2676;SPC LA S     -   528,930.69  3,678,615.69   sFT  0.99992616   +0 37 41.0
 AU2676;UTM  15      - 3,316,668.594   782,098.127   MT  1.00058196   +1 27 36.2
 AU2676;UTM  16      - 3,317,059.019   202,979.295   MT  1.00068861   -1 32 14.5
 AU2676
 AU2676                          SUPERSEDED SURVEY CONTROL
 AU2676
 AU2676  NAD 83(1986)-  29 56 54.48262(N)    090 04 38.16254(W) AD(       ) 4
 AU2676  NAD 27      -  29 56 53.75206(N)    090 04 37.90304(W) AD(       ) 3
 AU2676
 AU2676.Superseded values are not recommended for survey control.
 AU2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2676.See file dsdata.txt to determine how the superseded data were derived.
 AU2676
 AU2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8209816669(NAD 83)
 AU2676_MARKER: 87 = DOME
 AU2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU2676+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004
 AU2676
 AU2676  HISTORY     - Date     Condition        Report By
 AU2676  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2676  HISTORY     - 20041203 GOOD             GEOCAC
 AU2676
 AU2676                          STATION DESCRIPTION
 AU2676
 AU2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2676'THE STATION IS THE TOP CENTER OF THE BALL.  IT IS A LARGE
 AU2676'WHITE BALL SUPPORTED BY A SPIRAL SHAPED, BLUE STEEL STRUCTURE
 AU2676'ATOP A BUILDING.
 AU2676'
 AU2676'LOCATED IN DOWNTOWN NEW ORLEANS.
 AU2676
 AU2676                          STATION RECOVERY (2004)
 AU2676
 AU2676'RECOVERY NOTE BY GEOCACHING 2004 (WS)
 AU2676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1066 ***********************************************************************
 BJ1066  DESIGNATION -  NEW RIVER CAP
 BJ1066  PID         -  BJ1066
 BJ1066  STATE/COUNTY-  LA/ASCENSION
 BJ1066  USGS QUAD   -  CARVILLE (1992)
 BJ1066
 BJ1066                         *CURRENT SURVEY CONTROL
 BJ1066  ___________________________________________________________________
 BJ1066* NAD 83(1992)-  30 12 14.70082(N)    091 01 22.36530(W)     ADJUSTED  
 BJ1066* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 BJ1066  **This station is located in a subsidence area (see below).
 BJ1066  ___________________________________________________________________
 BJ1066  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ1066  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BJ1066  DYNAMIC HT  -           7.3   (meters)      24.    (feet)  COMP
 BJ1066  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 BJ1066
 BJ1066  HORZ ORDER  -  SECOND
 BJ1066  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1066
 BJ1066.The horizontal coordinates were established by classical geodetic methods
 BJ1066.and adjusted by the National Geodetic Survey in January 1993..
 BJ1066
 BJ1066 ** The orthometric height has not been validated since last determined
 BJ1066 ** by differential leveling and should not be used for control purposes.
 BJ1066 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1066 ** area with valid NAVD 88 orthometric heights.
 BJ1066 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1066 ** epoch indicated which incorporates improved geoid heights for the
 BJ1066 ** Southern Louisiana Subsidence area.
 BJ1066 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1066.The orthometric height was scaled from a topographic map.
 BJ1066.The vertical order pertains to the NGVD 29 superseded value.
 BJ1066
 BJ1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1066
 BJ1066.The geoid height was determined by GEOID03.
 BJ1066
 BJ1066.The dynamic height is computed by dividing the NAVD 88
 BJ1066.geopotential number by the normal gravity value computed on the
 BJ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1066.degrees latitude (g = 980.6199 gals.).
 BJ1066
 BJ1066.The modeled gravity was interpolated from observed gravity values.
 BJ1066
 BJ1066;                    North         East     Units Scale Factor Converg.
 BJ1066;SPC LA S     -   188,928.784 1,029,891.010   MT  0.99993201   +0 09 18.8
 BJ1066;SPC LA S     -   619,843.85  3,378,900.76   sFT  0.99993201   +0 09 18.8
 BJ1066;UTM  15      - 3,343,052.170   690,316.127   MT  1.00004687   +0 59 41.8
 BJ1066
 BJ1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1066!SPC LA S     -   1.00000307  x   0.99993201  =   0.99993508
 BJ1066!UTM  15      -   1.00000307  x   1.00004687  =   1.00004994
 BJ1066
 BJ1066                          SUPERSEDED SURVEY CONTROL
 BJ1066
 BJ1066  NAD 83(1986)-  30 12 14.71866(N)    091 01 22.36526(W) AD(       ) 2
 BJ1066  NAD 27      -  30 12 14.01214(N)    091 01 22.00055(W) AD(       ) 2
 BJ1066  NGVD 29 (??/??/??)    7.384  (m)           24.23   (f) ADJUSTED    1 1
 BJ1066
 BJ1066.Superseded values are not recommended for survey control.
 BJ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1066.See file dsdata.txt to determine how the superseded data were derived.
 BJ1066
 BJ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9031643052(NAD 83)
 BJ1066_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1066_SP_SET: SHALLOW-SET PIPE
 BJ1066_STAMPING: PBM NEW RIVER
 BJ1066_MARK LOGO: USE   
 BJ1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1066
 BJ1066  HISTORY     - Date     Condition        Report By
 BJ1066  HISTORY     - 1929     MONUMENTED       MRC
 BJ1066  HISTORY     - 1955     GOOD             CGS
 BJ1066  HISTORY     - 1964     POOR             CGS
 BJ1066  HISTORY     - 1969     GOOD             LADTD
 BJ1066  HISTORY     - 1976     GOOD             NGS
 BJ1066  HISTORY     - 1986     GOOD             NGS
 BJ1066
 BJ1066                          STATION DESCRIPTION
 BJ1066
 BJ1066'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 BJ1066'IN TOWN OF GEISMAR, IN CENTER OF OPEN SPACE BETWEEN RAILROAD
 BJ1066'AND STORE BUILDING, BESIDE TELEPHONE POLE, 14.5 METERS (48 FEET)
 BJ1066'W OF CENTER OF RAILROAD TRACK, AND 15 METERS (49 FEET) N
 BJ1066'OF E AND W ROAD RUNNING FROM LEVEE AND CROSSING RAILROAD.
 BJ1066'
 BJ1066'MARK IS IRON PIPE AND 5-INCH CAP WITH INSCRIPTION U.S. ENGINEERS
 BJ1066'DEPT., NEW ORLEANS RIVER DISTRICT.
 BJ1066'
 BJ1066'STATION GEISMAR IS 61.89 METERS (203.0 FEET) FROM STATION
 BJ1066'S 11 DEG 01 MIN W.
 BJ1066
 BJ1066                          STATION RECOVERY (1955)
 BJ1066
 BJ1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ1066'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 BJ1066'
 BJ1066'THE STATION IS LOCATED IN GEISMAR, ABOUT 25 MI. SE OF BATON
 BJ1066'ROUGE ALONG THE ILLINOIS CENTRAL RAILROAD, 203 FT. N OF
 BJ1066'TRIANGULATION STATION GEISMAR, 41 PACES SE OF THE SE CORNER
 BJ1066'OF THE ILLINOIS CENTRAL RAILROAD STATION, 39 PACES NE OF THE
 BJ1066'PROGRESSIVE STORE, 3.5 FT. NE OF A TELEPHONE POLE ON WHICH
 BJ1066'TWO SETS OF WIRES CROSS, 47 FT. SW OF THE SW RAIL OF THE TRACK,
 BJ1066'AND 55 FT. NW OF THE CENTER OF A GRAVELED ROAD CROSSING
 BJ1066'THE TRACK.  IT IS A 3-IN. PIPE, PROJECTING ABOUT 2 FT. ABOVE
 BJ1066'THE GROUND, BEARING A CORPS OF ENGINEERS CAP, AND STAMPED
 BJ1066'PBM NEW RIVER.  THE PIPE IS PAINTED YELLOW.
 BJ1066'
 BJ1066'THIS IS A TRAVERSE STATION.
 BJ1066
 BJ1066                          STATION RECOVERY (1964)
 BJ1066
 BJ1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CGR)
 BJ1066'THIS MONUMENT HAS BEEN DISTURBED BY AN ADJACENT EXCAVATION
 BJ1066'AND WAS TILTED AT ABOUT A 45 DEGREE ANGLE AT THE TIME OF
 BJ1066'OUR SEARCH 12/5/64.
 BJ1066
 BJ1066                          STATION RECOVERY (1969)
 BJ1066
 BJ1066'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BJ1066'IN GEISMAR.
 BJ1066'IN GEISMAR NEAR THE JUNCTION OF OLD STATE HIGHWAY 30 AND STATE HIGHWAY
 BJ1066'73.  IT IS ABOUT 215 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION,
 BJ1066'57.5 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 73, 46.6 FEET
 BJ1066'SOUTHWEST OF THE SOUTHWEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 84
 BJ1066'FEET WEST OF THE CENTERLINE OF THE STATE HIGHWAY 73 CROSSING MAIN
 BJ1066'TRACK, 98 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ILLINOIS CENTRAL
 BJ1066'RAILROAD, 3.5 FEET EAST OF TELEPHONE POLE NO. 14969, ABOUT 5 FEET
 BJ1066'BELOW THE LEVEL OF TRACK.  ABOUT LEVEL WITH THE HIGHWAY. AN IRON PIPE
 BJ1066'BEARING A CAP STAMPED PBM NEW RIVER AND PROJECTS 18 INCHES ABOVE THE
 BJ1066'LEVEL OF THE GROUND, THE EXPOSED PORTION OF THE PIPE IS PAINTED
 BJ1066'YELLOW.
 BJ1066
 BJ1066                          STATION RECOVERY (1976)
 BJ1066
 BJ1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1066'215 YARDS NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 75 AND 73,
 BJ1066'57.5 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 73, 46.6 FEET
 BJ1066'SOUTHWEST OF THE SOUTHWEST RAIL OF THE ILLINOIS CENTRAL RAILROAD,
 BJ1066'84 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 73 CROSSING MAIN
 BJ1066'TRACK, 98 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ILLINOIS CENTRAL
 BJ1066'RAILROAD, 3.5 FEET EAST OF TELEPHONE POLE NO. 14969.
 BJ1066'A CAP ON TOP OF A PIPE.
 BJ1066
 BJ1066                          STATION RECOVERY (1986)
 BJ1066
 BJ1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4858 ***********************************************************************
 BJ4858  DESIGNATION -  NEW ROADS EAST BASE
 BJ4858  PID         -  BJ4858
 BJ4858  STATE/COUNTY-  LA/POINTE COUPEE
 BJ4858  USGS QUAD   -  NEW ROADS (1994)
 BJ4858
 BJ4858                         *CURRENT SURVEY CONTROL
 BJ4858  ___________________________________________________________________
 BJ4858* NAD 83(1992)-  30 41 55.74107(N)    091 26 25.23678(W)     ADJUSTED  
 BJ4858* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 BJ4858  ___________________________________________________________________
 BJ4858  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4858  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4858
 BJ4858  HORZ ORDER  -  FIRST
 BJ4858
 BJ4858.The horizontal coordinates were established by classical geodetic methods
 BJ4858.and adjusted by the National Geodetic Survey in January 1993..
 BJ4858
 BJ4858.The orthometric height was scaled from a topographic map.
 BJ4858
 BJ4858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4858
 BJ4858.The geoid height was determined by GEOID03.
 BJ4858
 BJ4858;                    North         East     Units Scale Factor Converg.
 BJ4858;SPC LA S     -   243,737.056   989,748.093   MT  0.99999975   -0 03 12.6
 BJ4858;SPC LA S     -   799,660.66  3,247,198.54   sFT  0.99999975   -0 03 12.6
 BJ4858;UTM  15      - 3,397,262.124   649,369.061   MT  0.99987523   +0 47 47.0
 BJ4858
 BJ4858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4858!SPC LA S     -   1.00000256  x   0.99999975  =   1.00000231
 BJ4858!UTM  15      -   1.00000256  x   0.99987523  =   0.99987779
 BJ4858
 BJ4858|---------------------------------------------------------------------|
 BJ4858| PID    Reference Object                     Distance      Geod. Az  |
 BJ4858|                                                           dddmmss.s |
 BJ4858| CW2138 NEW ROADS EAST BASE RM 1             65.727 METERS 00911     |
 BJ4858| CW2139 NEW ROADS EAST BASE RM 2             51.621 METERS 09104     |
 BJ4858| CW2137 NEW ROADS EAST BASE AZ MK                          1603304.8 |
 BJ4858|---------------------------------------------------------------------|
 BJ4858
 BJ4858                          SUPERSEDED SURVEY CONTROL
 BJ4858
 BJ4858  NAD 83(1986)-  30 41 55.75863(N)    091 26 25.23128(W) AD(       ) 1
 BJ4858  NAD 27      -  30 41 55.09200(N)    091 26 24.82000(W) AD(       ) 1
 BJ4858
 BJ4858.Superseded values are not recommended for survey control.
 BJ4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4858.See file dsdata.txt to determine how the superseded data were derived.
 BJ4858
 BJ4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4936997262(NAD 83)
 BJ4858_MARKER: DS = TRIANGULATION STATION DISK
 BJ4858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4858
 BJ4858  HISTORY     - Date     Condition        Report By
 BJ4858  HISTORY     - 1929     MONUMENTED       CGS
 BJ4858  HISTORY     - 1935     GOOD             CGS
 BJ4858  HISTORY     - 1935     GOOD             CGS
 BJ4858  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BJ4858
 BJ4858                          STATION DESCRIPTION
 BJ4858
 BJ4858'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4858'IN NW PART OF TOWN OF NEW ROADS, ON LAND BELONGING TO TEXAS
 BJ4858'AND PACIFIC RAILWAY, ABOUT 100 METERS (328 FEET) NW OF STANDARD
 BJ4858'OIL BULK PLANT, 30.6 METERS (100 FEET) S OF S RAIL OF SOUTHERNMOST
 BJ4858'SWITCH OF RAILWAY, 26.9 METERS (88 FEET) SE OF NE CORNER OF
 BJ4858'FENCE, AND 10.2 METERS (33 FEET) E OF FENCE LINE.
 BJ4858'
 BJ4858'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 BJ4858'SET IN CONCRETE.
 BJ4858'
 BJ4858'REFERENCE MARK NO. 1 IS ON RAILROAD RIGHT-OF-WAY, 0.7 METER
 BJ4858'(2.3 FEET) S OF N FENCE LINE OF RIGHT-OF-WAY, 6.6 METERS
 BJ4858'(22 FEET) W OF SE CORNER OF FENCE, 10.4 METERS (34 FEET)
 BJ4858'WSW OF SW CORNER OF SHED, 25.1 METERS (82 FEET) N OF N RAIL
 BJ4858'OF RAILWAY, AND 65.6 METERS (215 FEET) FROM STATION
 BJ4858'N 09 DEG 11 MIN E. AZIMUTH FROM STATION TO NEW ROADS STANDPIPE, A
 BJ4858'BLACK WATER TANK, IS 323 DEG 16 MIN 24 SEC.  IN 1930 NAME
 BJ4858'OF STATION WAS CHANGED FROM NEW ROADS TO NEW ROADS EAST
 BJ4858'BASE.
 BJ4858
 BJ4858                          STATION RECOVERY (1935)
 BJ4858
 BJ4858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ4858'STATION FOUND AS DESCRIBED EXCEPT FOR A CHANGE IN THE DISTANCE
 BJ4858'TO REFERENCE MARK NO. 1 WHICH WAS NOT MEASURED TO HUNDRETHS
 BJ4858'BEFORE.  BOTH MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 BJ4858'AN ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK WERE SET
 BJ4858'AT THIS TIME AND ARE STANDARD DISKS SET IN BLOCKS OF CONCRETE.
 BJ4858'THE STATION IS IN THE NW PART OF NEW ROADS, ON LAND BELONGING
 BJ4858'TO THE TEXAS AND PACIFIC RAILWAY, 285 FEET WNW OF STANDARD
 BJ4858'OIL COMPANY BULK PLANT.  100 FEET S OF S RAIL OF SOUTHERNMOST
 BJ4858'SWITCH OF RAILWAY.  83 FEET SE OF NE CORNER OF FENCE.  33
 BJ4858'FEET E OF FENCE LINE.  151 FEET SSE OF TELEGRAPH POLE NO.
 BJ4858'2948.  THE MARK PROJECTS 7 INCHES.
 BJ4858'
 BJ4858'REFERENCE MARK NO. 1 IS N OF THE STATION, IN RAILWAY RIGHT-OF-WAY
 BJ4858'82 FEET N OF N RAIL.  78 FEET NE OF TELEGRAPH POLE NO. 2948.
 BJ4858'34 FEET WSW OF OLD FOUNDATION.  THE MARK PROJECTS 5 INCHES.
 BJ4858'
 BJ4858'REFERENCE MARK NO. 2 IS E OF THE STATION 140 FEET NNW OF
 BJ4858'STANDARD BULK PLANT, AND 83 FEET S OF S RAIL.  THE MARK
 BJ4858'PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 BJ4858'IS 254.66 FEET.
 BJ4858'
 BJ4858'THE AZIMUTH MARK IS S OF THE STATION IN SE CORNER OF SMALL
 BJ4858'PASTURE LOT, 35 FEET SW OF SW CORNER OF SMALL GREY HOUSE.
 BJ4858'15 FEET N OF CENTER LINE OF GRAVEL ROAD.  THE MARK IS STAMPED
 BJ4858'1935 AND PROJECTS 6 INCHES.
 BJ4858'
 BJ4858'TO REACH STATION FROM THE DEPOT IN NEW ROADS GO W ON GRAVEL
 BJ4858'STREET ABOUT TWO BLOCKS TO STANDARD OIL COMPANY BULK PLANT,
 BJ4858'THENCE MAKE A SHORT JOG N THEN W ALONG S SIDE OF TRACKS
 BJ4858'ABOUT 50 YARDS TO A POINT JUST BEFORE ENTERING GATE IN FENCE
 BJ4858'AND STATION TO S.
 BJ4858'
 BJ4858'LIGHTS 116 FEET ABOVE STATION VIGNES COME INTO VIEW 90 FEET
 BJ4858'ABOVE THIS STATION.
 BJ4858'
 BJ4858'LIGHTS 126 FEET ABOVE STATION CHENAL ECCENTRIC COME INTO
 BJ4858'VIEW 136 FEET ABOVE THIS STATION.
 BJ4858'
 BJ4858'LIGHTS 126 FEET ABOVE STATION RAGUSA COME INTO VIEW 103 FEET
 BJ4858'ABOVE THIS STATION.
 BJ4858
 BJ4858                          STATION RECOVERY (1935)
 BJ4858
 BJ4858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BJ4858'STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED
 BJ4858'AND STAMPED WITH NAME AND DATE 1929-1930.
 BJ4858'
 BJ4858'REFERENCE NO. 2 (1935) RECOVERED AS DESCRIBED AND IS A STANDARD
 BJ4858'DISK SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER, ON TEXAS AND
 BJ4858'PACIFIC RAILROAD PROPERTY, IN VACANT LOT, 69.1 FEET W OF
 BJ4858'CENTER OF ROAD AT RIGHT ANGLE TURN TO N, 82.4 FEET S OF S
 BJ4858'RAIL OF SWITCH TRACK AT W SIDE OF CROSSING AND 165.9 FEET
 BJ4858'NW OF NW CORNER OF STANDARD OIL BUILDING.  DISTANCE OF REFERENCE
 BJ4858'NO. 2 FROM STATION, 51.645 METERS, 169.43 FEET,
 BJ4858'S 88 DEG 57 MIN E.
 BJ4858'
 BJ4858'DISTANCE OF REFERENCE NO. 2 TO REFERENCE MARK NO. 1, 77.69
 BJ4858'METERS (254.89 FEET) N 32 DEG 00 MIN W.
 BJ4858
 BJ4858                          STATION RECOVERY (1960)
 BJ4858
 BJ4858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ4858'THE STATION WAS VISITED 2-8-60 AND THE STATION SURFACE MARK
 BJ4858'WAS FOUND DESTROYED, AFTER CONTINUED SEARCH THE UNDERGROUND
 BJ4858'MARK WAS FOUND UNDER A BUILDING BUILT BY THE REA.  THE FLOOR
 BJ4858'OF THE BUILDING WAS TAKEN UP TO ENABLE THE DIGGING AND FINDING
 BJ4858'THE MARK.  A NEW SURFACE MARK WAS ESTABLISHED OVER THE UNDER
 BJ4858'GROUND MARK AND NOW PROJECTS 6 INCHES.  THE REA WILL MAKE
 BJ4858'A TRAP DOOR IN THE FLOOR TO MAKE THE MARK ACCESSABLE TO THE
 BJ4858'PUBLIC.  REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.
 BJ4858'REFERENCE MARK NO. 2 WAS DESTROYED PRIOR TO THIS DATE.
 BJ4858'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE MOSTLY FOR
 BJ4858'RECOVERY PUROSES SINCE THE ANGLE BETWEEN REFERENCE MARK
 BJ4858'NO. 3 OR THE INTERSECTION STATIONS IN TOWN COULD NOT BE
 BJ4858'OBSERVED.  A NEW DESCRIPTION OF THE STATION FOLLOWS--
 BJ4858'
 BJ4858'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF NEW ROADS,
 BJ4858'ALONG THE TEXAS AND PACIFIC RAILROAD TRACKS, ON RAILROAD
 BJ4858'PROPERTY LEASED BY THE REA., LOCATED NEAR THE STANDARD OIL
 BJ4858'CO. BULK PLANT.  THE STATION IS UNDER THE REA BUILDING WHICH
 BJ4858'IS ON THE WEST SIDE OF A LARGE FENCED ENCLOSURE, 0.25 MILE
 BJ4858'WEST ALONG THE SOUTH SIDE OF THE TRACK FROM THE RAILROAD
 BJ4858'STATION, 115.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS,
 BJ4858'10 FEET EAST OF THE WEST BOUNDARY OF THE REA LEASE, 73.5
 BJ4858'FEET SOUTH OF THE NORTH BOUNDARY OF THE REA LEASE, 287 FEET
 BJ4858'NORTHWEST OF THE NORTHWEST CORNER OF THE STANDARD OIL CO.
 BJ4858'BUILDING, 41 FEET NORTH OF THE PROJECTED CENTER OF THE
 BJ4858'EAST-WEST ROAD LEADING TO THE REA BUILDING, 7.7 FEET WEST OF
 BJ4858'THE EAST EDGE OF THE BUILDING AND A METAL WITNESS POST,
 BJ4858'8.7 FEET EAST OF THE WEST SIDE OF THE BUILDING.  IT IS A
 BJ4858'STANDARD DISK, STAMPED NEW ROADS EAST BASE 1929 1960,
 BJ4858'PROJECTING 6 INCHES.
 BJ4858'
 BJ4858'REFERENCE MARK NO. 1 IS 215.64 FEET NORTH OF THE STATION,
 BJ4858'82 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 67 FEET NORTH
 BJ4858'OF TELEGRAPH POLE NO. 546 1/2, 31.6 FEET SOUTH OF THE SOUTH
 BJ4858'RAIL OF A SIDE TRACK LEADING NORTHEAST, 77 FEET WEST OF A
 BJ4858'2-FOOT PECAN TREE, 15 FEET SOUTH OF THE SOUTHWEST CORNER
 BJ4858'OF A CONCRETE FOUNDATION, 22 FEET WEST-SOUTHWEST OF THE
 BJ4858'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, 83.5 FEET
 BJ4858'EAST-SOUTHEAST OF A 3-FOOT OAK TREE AND 1 FOOT NORTH OF A METAL
 BJ4858'WITNESS POST.  IT IS A STANDARD DISK STAMPED NEW ROADS
 BJ4858'EAST BASE NO 1 1929, PROJECTING 4 INCHES.
 BJ4858'
 BJ4858'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST OF THE STATION A
 BJ4858'DISTANCE OF 119.18 FEET, 161.5 FEET SOUTH OFTHE SOUTH RAIL
 BJ4858'OF THE MAIN TRACK, 168 FEET NORHTWEST OF THE NORTHWEST CORNER
 BJ4858'OF THE STANDARD OIL CO. TIN BUILDING, 16 FEET SOUTH OF THE
 BJ4858'CENTER OF THE GRAVELED ROAD LEADING WEST TO THE REA BUILDING,
 BJ4858'8.5 FEET SOUTH OF THE SOUTH GATE POST, 28 FEET WEST-SOUTHWEST
 BJ4858'OF A POWER POLE, AND 38 FEET NORTH OF THE T FENCE CORNER AND
 BJ4858'1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 BJ4858'DISK, STAMPED NEW ROADS EAST BASE NO 3 1929 1960, PROJECTING
 BJ4858'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4857 ***********************************************************************
 BJ4857  DESIGNATION -  NEW ROADS WATER TANK
 BJ4857  PID         -  BJ4857
 BJ4857  STATE/COUNTY-  LA/POINTE COUPEE
 BJ4857  USGS QUAD   -  NEW ROADS (1994)
 BJ4857
 BJ4857                         *CURRENT SURVEY CONTROL
 BJ4857  ___________________________________________________________________
 BJ4857* NAD 83(1992)-  30 41 34.19013(N)    091 26 06.63103(W)     ADJUSTED  
 BJ4857* NAVD 88     -                                                        
 BJ4857  ___________________________________________________________________
 BJ4857  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ4857  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4857
 BJ4857  HORZ ORDER  -  THIRD
 BJ4857
 BJ4857.The horizontal coordinates were established by classical geodetic methods
 BJ4857.and adjusted by the National Geodetic Survey in January 1993..
 BJ4857
 BJ4857
 BJ4857.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4857
 BJ4857.The geoid height was determined by GEOID03.
 BJ4857
 BJ4857;                    North         East     Units Scale Factor Converg.
 BJ4857;SPC LA S     -   243,072.931   990,242.639   MT  0.99999848   -0 03 03.3
 BJ4857;SPC LA S     -   797,481.77  3,248,821.06   sFT  0.99999848   -0 03 03.3
 BJ4857;UTM  15      - 3,396,605.488   649,873.341   MT  0.99987709   +0 47 56.0
 BJ4857
 BJ4857                          SUPERSEDED SURVEY CONTROL
 BJ4857
 BJ4857  NAD 83(1986)-  30 41 34.20810(N)    091 26 06.62587(W) AD(       ) 4
 BJ4857  NAD 27      -  30 41 33.52616(N)    091 26 06.22471(W) AD(       ) 3
 BJ4857
 BJ4857.Superseded values are not recommended for survey control.
 BJ4857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4857.See file dsdata.txt to determine how the superseded data were derived.
 BJ4857
 BJ4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4987396605(NAD 83)
 BJ4857_MARKER: 53 = ELEVATED TANK
 BJ4857
 BJ4857  HISTORY     - Date     Condition        Report By
 BJ4857  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4857  HISTORY     - 1960     GOOD             CGS
 BJ4857
 BJ4857                          STATION DESCRIPTION
 BJ4857
 BJ4857'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ4857'THE STATION IS LOCATED IN THE EAST EDGE OF NEW ROADS, BETWEEN
 BJ4857'STATE HIGHWAY 1 AND FALSE RIVER, EAST OF AND OPPOSITE THE
 BJ4857'INTERSECTION OF MAIN STREET AND E. ST. MARYS STREET.  IT
 BJ4857'IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP.
 BJ4857'IT IS ABOUT 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0049 ***********************************************************************
 BJ0049  DESIGNATION -  NEW ROADS WEST BASE RM 3
 BJ0049  PID         -  BJ0049
 BJ0049  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0049  USGS QUAD   -  MORGANZA (1994)
 BJ0049
 BJ0049                         *CURRENT SURVEY CONTROL
 BJ0049  ___________________________________________________________________
 BJ0049* NAD 83(1986)-  30 42 56.     (N)    091 33 11.     (W)     SCALED    
 BJ0049* NAVD 88     -         9.872  (meters)      32.39   (feet)  ADJUSTED  
 BJ0049  ___________________________________________________________________
 BJ0049  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0049  DYNAMIC HT  -           9.859 (meters)      32.35  (feet)  COMP
 BJ0049  MODELED GRAV-     979,362.5   (mgal)                       NAVD 88
 BJ0049
 BJ0049  VERT ORDER  -  FIRST     CLASS I
 BJ0049
 BJ0049.The horizontal coordinates were scaled from a topographic map and have
 BJ0049.an estimated accuracy of +/- 6 seconds.
 BJ0049
 BJ0049.The orthometric height was determined by differential leveling
 BJ0049.and adjusted by the National Geodetic Survey in February 1994..
 BJ0049
 BJ0049.The geoid height was determined by GEOID03.
 BJ0049
 BJ0049.The dynamic height is computed by dividing the NAVD 88
 BJ0049.geopotential number by the normal gravity value computed on the
 BJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0049.degrees latitude (g = 980.6199 gals.).
 BJ0049
 BJ0049.The modeled gravity was interpolated from observed gravity values.
 BJ0049
 BJ0049;                    North         East    Units  Estimated Accuracy
 BJ0049;SPC LA S     -   245,610.      978,950.      MT  (+/- 180 meters Scaled)
 BJ0049
 BJ0049                          SUPERSEDED SURVEY CONTROL
 BJ0049
 BJ0049  NAVD 88 (06/15/91)    9.904  (m)           32.49   (f) UNKNOWN     1 1
 BJ0049  NGVD 29 (??/??/??)    9.861  (m)           32.35   (f) ADJUSTED    1 1
 BJ0049
 BJ0049.Superseded values are not recommended for survey control.
 BJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0049.See file dsdata.txt to determine how the superseded data were derived.
 BJ0049
 BJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP385989(NAD 83)
 BJ0049_MARKER: DR = REFERENCE MARK DISK
 BJ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0049_STAMPING: NEW ROADS WEST BASE NO 3 1929
 BJ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0049+STABILITY: SURFACE MOTION
 BJ0049
 BJ0049  HISTORY     - Date     Condition        Report By
 BJ0049  HISTORY     - 1929     MONUMENTED       CGS
 BJ0049  HISTORY     - 1964     GOOD             CGS
 BJ0049  HISTORY     - 1976     GOOD             NGS
 BJ0049
 BJ0049                          STATION DESCRIPTION
 BJ0049
 BJ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0049'2.85 MI SE FROM MORGANZA.
 BJ0049'ABOUT 2.85 MILES SOUTHEAST ALONG STATE ROADS 1 AND 10 FROM THE TEXAS
 BJ0049'AND PACIFIC RAILROAD STATION AT MORGANZA, 104 FEET SOUTH OF THE CENTER
 BJ0049'LINE OF THE ROAD, 21 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS AND
 BJ0049'PACIFIC RAILROAD, 22 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD
 BJ0049'ON THE SOUTH SIDE OF THE TRACK, 135 FEET NORTHWEST OF TRIANGULATION
 BJ0049'STATION NEW ROADS WEST BASE 1929, 1.0 FOOT NORTH OF A METAL WITNESS
 BJ0049'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 BJ0049'A CONCRETE POST PROJECTING 3 INCHES.
 BJ0049
 BJ0049                          STATION RECOVERY (1976)
 BJ0049
 BJ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0049'3 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 10 FROM THE CITY HALL,
 BJ0049'0.1 MILE EAST OF DAWSON SIDING, 104 FT SOUTH AND ACROSS THE TRACK FROM
 BJ0049'THE CENTER LINE OF STATE HIGHWAY 1, 48.6 FT WEST OF THE NORTH END OF A
 BJ0049'28 INCH CORRUGATED METAL PIPE CULVERT, 22 FT NORTH OF THE CENTER LINE
 BJ0049'OF A ASPHALT STREET, 21 FT SOUTH OF THE SOUTH RAIL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0050 ***********************************************************************
 BJ0050  DESIGNATION -  NEW ROADS WEST BASE RM 4
 BJ0050  PID         -  BJ0050
 BJ0050  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0050  USGS QUAD   -  MORGANZA (1994)
 BJ0050
 BJ0050                         *CURRENT SURVEY CONTROL
 BJ0050  ___________________________________________________________________
 BJ0050* NAD 83(1986)-  30 42 56.     (N)    091 33 09.     (W)     SCALED    
 BJ0050* NAVD 88     -         9.946  (meters)      32.63   (feet)  ADJUSTED  
 BJ0050  ___________________________________________________________________
 BJ0050  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0050  DYNAMIC HT  -           9.933 (meters)      32.59  (feet)  COMP
 BJ0050  MODELED GRAV-     979,362.5   (mgal)                       NAVD 88
 BJ0050
 BJ0050  VERT ORDER  -  FIRST     CLASS I
 BJ0050
 BJ0050.The horizontal coordinates were scaled from a topographic map and have
 BJ0050.an estimated accuracy of +/- 6 seconds.
 BJ0050
 BJ0050.The orthometric height was determined by differential leveling
 BJ0050.and adjusted by the National Geodetic Survey in February 1994..
 BJ0050
 BJ0050.The geoid height was determined by GEOID03.
 BJ0050
 BJ0050.The dynamic height is computed by dividing the NAVD 88
 BJ0050.geopotential number by the normal gravity value computed on the
 BJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0050.degrees latitude (g = 980.6199 gals.).
 BJ0050
 BJ0050.The modeled gravity was interpolated from observed gravity values.
 BJ0050
 BJ0050;                    North         East    Units  Estimated Accuracy
 BJ0050;SPC LA S     -   245,610.      979,010.      MT  (+/- 180 meters Scaled)
 BJ0050
 BJ0050                          SUPERSEDED SURVEY CONTROL
 BJ0050
 BJ0050  NAVD 88 (06/15/91)    9.978  (m)           32.74   (f) UNKNOWN     1 1
 BJ0050  NGVD 29 (??/??/??)    9.935  (m)           32.60   (f) ADJUSTED    1 1
 BJ0050
 BJ0050.Superseded values are not recommended for survey control.
 BJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0050.See file dsdata.txt to determine how the superseded data were derived.
 BJ0050
 BJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP386989(NAD 83)
 BJ0050_MARKER: DR = REFERENCE MARK DISK
 BJ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0050_STAMPING: NEW ROADS WEST BASE NO 4 1929
 BJ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0050+STABILITY: SURFACE MOTION
 BJ0050
 BJ0050  HISTORY     - Date     Condition        Report By
 BJ0050  HISTORY     - 1929     MONUMENTED       CGS
 BJ0050  HISTORY     - 1964     GOOD             CGS
 BJ0050  HISTORY     - 1976     GOOD             NGS
 BJ0050
 BJ0050                          STATION DESCRIPTION
 BJ0050
 BJ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0050'2.85 MI SE FROM MORGANZA.
 BJ0050'ABOUT 2.85 MILES SOUTHEAST ALONG STATE ROADS 1 AND 10 FROM THE TEXAS
 BJ0050'AND PACIFIC RAILROAD STATION AT MORGANZA, 101 FEET SOUTH OF THE CENTER
 BJ0050'LINE OF THE ROAD, 18 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS AND
 BJ0050'PACIFIC RAILROAD, 23 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD
 BJ0050'ON THE SOUTH SIDE OF THE TRACK, 78 FEET NORTHEAST OF TRIANGULATION
 BJ0050'STATION NEW ROADS WEST BASE 1929, 1.0 FOOT NORTHWEST OF A METAL
 BJ0050'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 2 FEET
 BJ0050'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BJ0050'FLUSH WITH THE GROUND.
 BJ0050
 BJ0050                          STATION RECOVERY (1976)
 BJ0050
 BJ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0050'3 MILES SOUTHEAST ALONG STATE HIGHWAY 1 AND 10 FROM THE CITY HALL, 0.1
 BJ0050'MILE EAST OF DAWSON SIDING, 101 FT SOUTH OF AND ACROSS THE TRACK FROM
 BJ0050'THE CENTER LINE OF HIGHWAY, 128.6 FT EAST OF THE NORTH END OF A
 BJ0050'CORRUGATED METAL PIPE CULVERT, 18 FT SOUTH OF THE SOUTH RAIL OF TRACK,
 BJ0050'22 FT NORTH OF THE CENTER LINE OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5213 ***********************************************************************
 BJ5213  DESIGNATION -  NEW ROADS WEST BASE E 1930
 BJ5213  PID         -  BJ5213
 BJ5213  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5213  USGS QUAD   -  LACOUR (1994)
 BJ5213
 BJ5213                         *CURRENT SURVEY CONTROL
 BJ5213  ___________________________________________________________________
 BJ5213* NAD 83(1992)-  30 47 05.58363(N)    091 37 28.39551(W)     ADJUSTED  
 BJ5213* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 BJ5213  ___________________________________________________________________
 BJ5213  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BJ5213  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ5213
 BJ5213  HORZ ORDER  -  FIRST
 BJ5213
 BJ5213.The horizontal coordinates were established by classical geodetic methods
 BJ5213.and adjusted by the National Geodetic Survey in January 1993..
 BJ5213
 BJ5213.The orthometric height was scaled from a topographic map.
 BJ5213
 BJ5213.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5213
 BJ5213.The geoid height was determined by GEOID03.
 BJ5213
 BJ5213;                    North         East     Units Scale Factor Converg.
 BJ5213;SPC LA S     -   253,309.643   972,124.414   MT  1.00001915   -0 08 44.2
 BJ5213;SPC LA S     -   831,066.72  3,189,378.18   sFT  1.00001915   -0 08 44.2
 BJ5213;UTM  15      - 3,406,570.725   631,608.281   MT  0.99981366   +0 42 14.7
 BJ5213
 BJ5213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5213!SPC LA S     -   1.00000114  x   1.00001915  =   1.00002029
 BJ5213!UTM  15      -   1.00000114  x   0.99981366  =   0.99981480
 BJ5213
 BJ5213:                Primary Azimuth Mark                     Grid Az
 BJ5213:SPC LA S     -  NEW ROADS WEST BASE D 1930               150 34 28.1
 BJ5213:UTM  15      -  NEW ROADS WEST BASE D 1930               149 43 29.2
 BJ5213
 BJ5213|---------------------------------------------------------------------|
 BJ5213| PID    Reference Object                     Distance      Geod. Az  |
 BJ5213|                                                           dddmmss.s |
 BJ5213| BJ5247 NEW ROADS WEST BASE D 1930          APPROX. 7.8 KM 1502543.9 |
 BJ5213|---------------------------------------------------------------------|
 BJ5213
 BJ5213                          SUPERSEDED SURVEY CONTROL
 BJ5213
 BJ5213  NAD 83(1986)-  30 47 05.60129(N)    091 37 28.38972(W) AD(       ) 1
 BJ5213  NAD 27      -  30 47 04.94500(N)    091 37 27.96100(W) AD(       ) 1
 BJ5213
 BJ5213.Superseded values are not recommended for survey control.
 BJ5213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5213.See file dsdata.txt to determine how the superseded data were derived.
 BJ5213
 BJ5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3160806571(NAD 83)
 BJ5213_MARKER: Z = SEE DESCRIPTION
 BJ5213_SETTING: 0 = UNSPECIFIED SETTING
 BJ5213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5213
 BJ5213  HISTORY     - Date     Condition        Report By
 BJ5213  HISTORY     - 1930     MONUMENTED       CGS
 BJ5213  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5213
 BJ5213                          STATION DESCRIPTION
 BJ5213
 BJ5213'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5213'THE AREA WAS SEARCHED BUT THE STATION
 BJ5213'WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5218 ***********************************************************************
 BJ5218  DESIGNATION -  NEW ROADS WEST BASE F 1930
 BJ5218  PID         -  BJ5218
 BJ5218  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5218  USGS QUAD   -  BATCHELOR (1973)
 BJ5218
 BJ5218                         *CURRENT SURVEY CONTROL
 BJ5218  ___________________________________________________________________
 BJ5218* NAD 83(1992)-  30 50 17.65388(N)    091 39 34.57133(W)     ADJUSTED  
 BJ5218* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BJ5218  ___________________________________________________________________
 BJ5218  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ5218  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ5218
 BJ5218  HORZ ORDER  -  FIRST
 BJ5218
 BJ5218.The horizontal coordinates were established by classical geodetic methods
 BJ5218.and adjusted by the National Geodetic Survey in January 1993..
 BJ5218
 BJ5218.The orthometric height was scaled from a topographic map.
 BJ5218
 BJ5218.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5218
 BJ5218.The geoid height was determined by GEOID03.
 BJ5218
 BJ5218;                    North         East     Units Scale Factor Converg.
 BJ5218;SPC LA S     -   259,233.839   968,786.400   MT  1.00003232   -0 09 47.3
 BJ5218;SPC LA S     -   850,503.02  3,178,426.71   sFT  1.00003232   -0 09 47.3
 BJ5218;UTM  15      - 3,412,443.472   628,183.493   MT  0.99980269   +0 41 13.9
 BJ5218
 BJ5218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5218!SPC LA S     -   1.00000208  x   1.00003232  =   1.00003440
 BJ5218!UTM  15      -   1.00000208  x   0.99980269  =   0.99980477
 BJ5218
 BJ5218:                Primary Azimuth Mark                     Grid Az
 BJ5218:SPC LA S     -  NEW ROADS WEST BASE E 1930               150 36 01.9
 BJ5218:UTM  15      -  NEW ROADS WEST BASE E 1930               149 45 00.7
 BJ5218
 BJ5218|---------------------------------------------------------------------|
 BJ5218| PID    Reference Object                     Distance      Geod. Az  |
 BJ5218|                                                           dddmmss.s |
 BJ5218| BJ5213 NEW ROADS WEST BASE E 1930          APPROX. 6.8 KM 1502614.6 |
 BJ5218| BJ5219 BATCHELOR                           420.559 METERS 3265501.1 |
 BJ5218|---------------------------------------------------------------------|
 BJ5218
 BJ5218                          SUPERSEDED SURVEY CONTROL
 BJ5218
 BJ5218  NAD 83(1986)-  30 50 17.67148(N)    091 39 34.56563(W) AD(       ) 1
 BJ5218  NAD 27      -  30 50 17.02100(N)    091 39 34.13200(W) AD(       ) 1
 BJ5218
 BJ5218.Superseded values are not recommended for survey control.
 BJ5218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5218.See file dsdata.txt to determine how the superseded data were derived.
 BJ5218
 BJ5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2818312443(NAD 83)
 BJ5218_MARKER: Z = SEE DESCRIPTION
 BJ5218_SETTING: 0 = UNSPECIFIED SETTING
 BJ5218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5218
 BJ5218  HISTORY     - Date     Condition        Report By
 BJ5218  HISTORY     - 1930     MONUMENTED       CGS
 BJ5218  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5218
 BJ5218                          STATION DESCRIPTION
 BJ5218
 BJ5218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5218'THE AREA WAS SEARCHED BUT THE STATION
 BJ5218'WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5247 ***********************************************************************
 BJ5247  DESIGNATION -  NEW ROADS WEST BASE D 1930
 BJ5247  PID         -  BJ5247
 BJ5247  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5247  USGS QUAD   -  MORGANZA (1994)
 BJ5247
 BJ5247                         *CURRENT SURVEY CONTROL
 BJ5247  ___________________________________________________________________
 BJ5247* NAD 83(1992)-  30 43 24.78113(N)    091 35 03.38969(W)     ADJUSTED  
 BJ5247* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 BJ5247  ___________________________________________________________________
 BJ5247  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ5247  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5247
 BJ5247  HORZ ORDER  -  FIRST
 BJ5247
 BJ5247.The horizontal coordinates were established by classical geodetic methods
 BJ5247.and adjusted by the National Geodetic Survey in January 1993..
 BJ5247
 BJ5247.The orthometric height was scaled from a topographic map.
 BJ5247
 BJ5247.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5247
 BJ5247.The geoid height was determined by GEOID03.
 BJ5247
 BJ5247;                    North         East     Units Scale Factor Converg.
 BJ5247;SPC LA S     -   246,500.644   975,965.047   MT  1.00000509   -0 07 31.7
 BJ5247;SPC LA S     -   808,727.53  3,201,978.66   sFT  1.00000509   -0 07 31.7
 BJ5247;UTM  15      - 3,399,820.697   635,548.661   MT  0.99982665   +0 43 24.2
 BJ5247
 BJ5247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5247!SPC LA S     -   1.00000272  x   1.00000509  =   1.00000781
 BJ5247!UTM  15      -   1.00000272  x   0.99982665  =   0.99982937
 BJ5247
 BJ5247:                Primary Azimuth Mark                     Grid Az
 BJ5247:SPC LA S     -  NEW ROADS WEST BASE C 1930               131 45 11.6
 BJ5247:UTM  15      -  NEW ROADS WEST BASE C 1930               130 54 15.7
 BJ5247
 BJ5247|---------------------------------------------------------------------|
 BJ5247| PID    Reference Object                     Distance      Geod. Az  |
 BJ5247|                                                           dddmmss.s |
 BJ5247| BJ5251 NEW ROADS WEST BASE C 1930          APPROX. 0.5 KM 1313739.9 |
 BJ5247|---------------------------------------------------------------------|
 BJ5247
 BJ5247                          SUPERSEDED SURVEY CONTROL
 BJ5247
 BJ5247  NAD 83(1986)-  30 43 24.79885(N)    091 35 03.38385(W) AD(       ) 1
 BJ5247  NAD 27      -  30 43 24.13500(N)    091 35 02.96100(W) AD(       ) 1
 BJ5247
 BJ5247.Superseded values are not recommended for survey control.
 BJ5247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5247.See file dsdata.txt to determine how the superseded data were derived.
 BJ5247
 BJ5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3554999821(NAD 83)
 BJ5247_MARKER: Z = SEE DESCRIPTION
 BJ5247_SETTING: 0 = UNSPECIFIED SETTING
 BJ5247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5247
 BJ5247  HISTORY     - Date     Condition        Report By
 BJ5247  HISTORY     - 1930     MONUMENTED       CGS
 BJ5247  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5247
 BJ5247                          STATION DESCRIPTION
 BJ5247
 BJ5247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5247'THE AREA OF THE
 BJ5247'GEOGRAPHIC POSITION OF THE STATION WAS SEARCHED, NO EVIDENCE OF
 BJ5247'THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5248 ***********************************************************************
 BJ5248  DESIGNATION -  NEW ROADS WEST BASE A 1929
 BJ5248  PID         -  BJ5248
 BJ5248  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5248  USGS QUAD   -  MORGANZA (1994)
 BJ5248
 BJ5248                         *CURRENT SURVEY CONTROL
 BJ5248  ___________________________________________________________________
 BJ5248* NAD 83(1992)-  30 42 59.95177(N)    091 33 35.22000(W)     ADJUSTED  
 BJ5248* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 BJ5248  ___________________________________________________________________
 BJ5248  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BJ5248  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5248
 BJ5248  HORZ ORDER  -  FIRST
 BJ5248
 BJ5248.The horizontal coordinates were established by classical geodetic methods
 BJ5248.and adjusted by the National Geodetic Survey in January 1993..
 BJ5248
 BJ5248.The orthometric height was scaled from a topographic map.
 BJ5248
 BJ5248.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5248
 BJ5248.The geoid height was determined by GEOID03.
 BJ5248
 BJ5248;                    North         East     Units Scale Factor Converg.
 BJ5248;SPC LA S     -   245,731.118   978,309.314   MT  1.00000358   -0 06 47.6
 BJ5248;SPC LA S     -   806,202.84  3,209,669.81   sFT  1.00000358   -0 06 47.6
 BJ5248;UTM  15      - 3,399,086.115   637,903.663   MT  0.99983460   +0 44 08.8
 BJ5248
 BJ5248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5248!SPC LA S     -   1.00000256  x   1.00000358  =   1.00000614
 BJ5248!UTM  15      -   1.00000256  x   0.99983460  =   0.99983716
 BJ5248
 BJ5248:                Primary Azimuth Mark                     Grid Az
 BJ5248:SPC LA S     -  NEW ROADS WEST BASE RESET                102 33 22.8
 BJ5248:UTM  15      -  NEW ROADS WEST BASE RESET                101 42 26.4
 BJ5248
 BJ5248|---------------------------------------------------------------------|
 BJ5248| PID    Reference Object                     Distance      Geod. Az  |
 BJ5248|                                                           dddmmss.s |
 BJ5248| AD9149 NEW ROADS WEST BASE RESET           APPROX. 0.7 KM 1022635.2 |
 BJ5248| BJ5249 SURVEY MK USE NEW ORLEANS DIST      215.443 METERS 28120     |
 BJ5248|---------------------------------------------------------------------|
 BJ5248
 BJ5248                          SUPERSEDED SURVEY CONTROL
 BJ5248
 BJ5248  NAD 83(1986)-  30 42 59.96952(N)    091 33 35.21421(W) AD(       ) 1
 BJ5248  NAD 27      -  30 42 59.30600(N)    091 33 34.79300(W) AD(       ) 1
 BJ5248
 BJ5248.Superseded values are not recommended for survey control.
 BJ5248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5248.See file dsdata.txt to determine how the superseded data were derived.
 BJ5248
 BJ5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3790499086(NAD 83)
 BJ5248_MARKER: DS = TRIANGULATION STATION DISK
 BJ5248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5248_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5248+STABILITY: SURFACE MOTION
 BJ5248
 BJ5248  HISTORY     - Date     Condition        Report By
 BJ5248  HISTORY     - 1929     MONUMENTED       CGS
 BJ5248  HISTORY     - 1935     GOOD             CGS
 BJ5248  HISTORY     - 1957     GOOD             CGS
 BJ5248
 BJ5248                          STATION DESCRIPTION
 BJ5248
 BJ5248'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ5248'ABOUT 0.4 MILE W OF NEW ROADS WEST BASE, ON W SIDE OF
 BJ5248'RIGHT-OF-WAY, OF TEXAS AND PACIFIC RAILWAY, 7.29 METERS (23.9
 BJ5248'FEET) N OF N RAIL, 16.2 METERS (53 FEET) S OF CENTER LINE OF
 BJ5248'HIGHWAY, ACROSS ROAD (S) FROM HARRY MC LANCONS STORE, AND 4.4
 BJ5248'METERS (14 FEET) E OF TELEPHONE POLE ON W SIDE OF OLD ROAD
 BJ5248'CROSSING.
 BJ5248'
 BJ5248'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BJ5248'
 BJ5248'AZIMUTH TO STATION NEW ROADS WEST BASE, ABOUT 0.4 MILE DISTANT,
 BJ5248'IS S 77 DEG 34 MIN E.
 BJ5248
 BJ5248                          STATION RECOVERY (1935)
 BJ5248
 BJ5248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BJ5248'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  DESCRIPTION
 BJ5248'ADEQUATE.
 BJ5248
 BJ5248                          STATION RECOVERY (1957)
 BJ5248
 BJ5248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5248'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 BJ5248'IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 BJ5248'
 BJ5248'STATION IS 42 FT. E OF THE TELEPHONE POLE ON W. SIDE OF OLD
 BJ5248'ROAD CROSSING.
 BJ5248'
 BJ5248'STATION IS STAMPED LABARRE A AND PROJECTS 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5252 ***********************************************************************
 BJ5252  DESIGNATION -  NEW ROADS WEST BASE B 1929
 BJ5252  PID         -  BJ5252
 BJ5252  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5252  USGS QUAD   -  MORGANZA (1994)
 BJ5252
 BJ5252                         *CURRENT SURVEY CONTROL
 BJ5252  ___________________________________________________________________
 BJ5252* NAD 83(1992)-  30 43 08.29684(N)    091 34 32.89890(W)     ADJUSTED  
 BJ5252* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 BJ5252  ___________________________________________________________________
 BJ5252  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BJ5252  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5252
 BJ5252  HORZ ORDER  -  FIRST
 BJ5252
 BJ5252.The horizontal coordinates were established by classical geodetic methods
 BJ5252.and adjusted by the National Geodetic Survey in January 1993..
 BJ5252
 BJ5252.The orthometric height was scaled from a topographic map.
 BJ5252
 BJ5252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5252
 BJ5252.The geoid height was determined by GEOID03.
 BJ5252
 BJ5252;                    North         East     Units Scale Factor Converg.
 BJ5252;SPC LA S     -   245,991.251   976,775.189   MT  1.00000409   -0 07 16.5
 BJ5252;SPC LA S     -   807,056.30  3,204,636.60   sFT  1.00000409   -0 07 16.5
 BJ5252;UTM  15      - 3,399,323.449   636,366.116   MT  0.99982939   +0 43 39.5
 BJ5252
 BJ5252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5252!SPC LA S     -   1.00000256  x   1.00000409  =   1.00000665
 BJ5252!UTM  15      -   1.00000256  x   0.99982939  =   0.99983195
 BJ5252
 BJ5252:                Primary Azimuth Mark                     Grid Az
 BJ5252:SPC LA S     -  NEW ROADS WEST BASE A 1929               099 37 25.4
 BJ5252:UTM  15      -  NEW ROADS WEST BASE A 1929               098 46 29.4
 BJ5252
 BJ5252|---------------------------------------------------------------------|
 BJ5252| PID    Reference Object                     Distance      Geod. Az  |
 BJ5252|                                                           dddmmss.s |
 BJ5252| BJ5248 NEW ROADS WEST BASE A 1929          APPROX. 1.6 KM 0993008.9 |
 BJ5252| BJ5251 NEW ROADS WEST BASE C 1930          459.957 METERS 2912043.9 |
 BJ5252|---------------------------------------------------------------------|
 BJ5252
 BJ5252                          SUPERSEDED SURVEY CONTROL
 BJ5252
 BJ5252  NAD 83(1986)-  30 43 08.31459(N)    091 34 32.89310(W) AD(       ) 1
 BJ5252  NAD 27      -  30 43 07.65000(N)    091 34 32.47100(W) AD(       ) 1
 BJ5252
 BJ5252.Superseded values are not recommended for survey control.
 BJ5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5252.See file dsdata.txt to determine how the superseded data were derived.
 BJ5252
 BJ5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3636699323(NAD 83)
 BJ5252_MARKER: DS = TRIANGULATION STATION DISK
 BJ5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5252+STABILITY: SURFACE MOTION
 BJ5252
 BJ5252  HISTORY     - Date     Condition        Report By
 BJ5252  HISTORY     - 1929     MONUMENTED       CGS
 BJ5252  HISTORY     - 1935     GOOD             CGS
 BJ5252  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5252
 BJ5252                          STATION DESCRIPTION
 BJ5252
 BJ5252'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ5252'ABOUT 1.4 MILES W OF STATION NEW ROADS WEST BASE, 2.46 METERS
 BJ5252'(8.1 FEET) S OF S RAIL OF TEXAS AND PACIFIC RAILWAY AND 90.8
 BJ5252'METERS (298 FEET) W OF THE X SIGN AT E END OF FIRST CURVE W
 BJ5252'OF STATION NEW ROADS WEST BASE.
 BJ5252'
 BJ5252'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5252'
 BJ5252'AZIMUTH TO STATION NEW ROADS WEST BASE A, ABOUT 1 MILE DISTANT
 BJ5252'S 80 DEG 30 MIN E.
 BJ5252
 BJ5252                          STATION RECOVERY (1935)
 BJ5252
 BJ5252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BJ5252'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 BJ5252'ADEQUATE.
 BJ5252
 BJ5252                          STATION RECOVERY (1957)
 BJ5252
 BJ5252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5252'STATION NOT RECOVERED AFTER A THOROUGH SEARCH.  THE PUBLISHED
 BJ5252'DESCRIPTION IS INADEQUATE FOR RECOVERY OF THE STATION.
 BJ5252'
 BJ5252'THE DISTANCE FROM NEW ROADS W. BASE A WAS TAPED AND THEN THE
 BJ5252'AREA DUG TO A DEPTH OF THREE FEET WITHOUT FINDING THE STATION.
 BJ5252'IT IS BELIEVED TO HAVE BEEN DESTROYED BY RAILROAD REPAIR WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9149 ***********************************************************************
 AD9149  DESIGNATION -  NEW ROADS WEST BASE RESET
 AD9149  PID         -  AD9149
 AD9149  STATE/COUNTY-  LA/POINTE COUPEE
 AD9149  USGS QUAD   -  MORGANZA (1994)
 AD9149
 AD9149                         *CURRENT SURVEY CONTROL
 AD9149  ___________________________________________________________________
 AD9149* NAD 83(1992)-  30 42 55.23014(N)    091 33 10.45669(W)     ADJUSTED  
 AD9149* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AD9149  ___________________________________________________________________
 AD9149  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AD9149  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AD9149
 AD9149  HORZ ORDER  -  FIRST
 AD9149
 AD9149.The horizontal coordinates were established by classical geodetic methods
 AD9149.and adjusted by the National Geodetic Survey in January 1993..
 AD9149
 AD9149.The orthometric height was scaled from a topographic map.
 AD9149
 AD9149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9149
 AD9149.The geoid height was determined by GEOID03.
 AD9149
 AD9149;                    North         East     Units Scale Factor Converg.
 AD9149;SPC LA S     -   245,584.429   978,967.916   MT  1.00000330   -0 06 35.2
 AD9149;SPC LA S     -   805,721.58  3,211,830.57   sFT  1.00000330   -0 06 35.2
 AD9149;UTM  15      - 3,398,949.225   638,564.255   MT  0.99983685   +0 44 21.3
 AD9149
 AD9149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9149!SPC LA S     -   1.00000256  x   1.00000330  =   1.00000586
 AD9149!UTM  15      -   1.00000256  x   0.99983685  =   0.99983941
 AD9149
 AD9149|---------------------------------------------------------------------|
 AD9149| PID    Reference Object                     Distance      Geod. Az  |
 AD9149|                                                           dddmmss.s |
 AD9149| CW2140 NEW ROADS WEST BASE RM 1             23.100 METERS 05442     |
 AD9149| BJ4858 NEW ROADS EAST BASE                 APPROX.10.9 KM 0993649.7 |
 AD9149| CW2141 NEW ROADS WEST BASE RM 2             41.700 METERS 30234     |
 AD9149|---------------------------------------------------------------------|
 AD9149
 AD9149                          SUPERSEDED SURVEY CONTROL
 AD9149
 AD9149  NAD 83(1986)-  30 42 55.24789(N)    091 33 10.45089(W) AD(       ) 1
 AD9149
 AD9149.Superseded values are not recommended for survey control.
 AD9149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9149.See file dsdata.txt to determine how the superseded data were derived.
 AD9149
 AD9149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3856498949(NAD 83)
 AD9149_MARKER: DS = TRIANGULATION STATION DISK
 AD9149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD9149_STAMPING: NEW ROADS WEST BASE 1929 1976
 AD9149_MARK LOGO: NGS   
 AD9149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9149+STABILITY: SURFACE MOTION
 AD9149
 AD9149  HISTORY     - Date     Condition        Report By
 AD9149  HISTORY     - 19760331 MONUMENTED       NGS
 AD9149  HISTORY     - 1997     GOOD             LOCSUR
 AD9149
 AD9149                          STATION DESCRIPTION
 AD9149
 AD9149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 AD9149'THE STATION WAS VISITED 3-31-76 AND THE STATION SURFACE MARK AND
 AD9149'THE UNDERGROUND MARK MARK WERE FOUND DESTROYED.  REFERENCE MARKS
 AD9149'NO. 3 AND NO. 4 WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 AD9149'RESET IN ITS ORIGINAL POSITION BY THE ANGLES BETWEEN REFERENCE
 AD9149'MARKS NO. 3 AND NO. 4.  THE DISTANCES TO REFERENCE MARK NO. 3
 AD9149'DIFFERED BY 0.12 FEET AND TO REFERENCE MARK NO. 4 BY 0.23 FEET.
 AD9149'THE 1976 MEASUREMENTS WERE HORIZONTAL MEASUREMENTS.  A NEW
 AD9149'DESCRIPTION FOLLOWS--
 AD9149'
 AD9149'THE STATION IS LOCATED 7 MILES WEST-NORTHWEST OF NEW ROADS AND ABOUT
 AD9149'3 MILES SOUTHEAST OF MORGANZA, 0.25 MILE WEST OF THE LABARRE POST
 AD9149'OFFICE, ON THE PROPERTY OWNED BY MICHAEL PROVOSTY, IN THE NORTHWEST
 AD9149'CORNER OF AN OLD PASTURE, 0.5 MILE WEST OF THE LABARRE SCHOOL,
 AD9149'75.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 35 FEET
 AD9149'SOUTH OF THE CENTER OF A ROAD, 158 FEET SOUTH OF THE CENTERLINE OF
 AD9149'STATE HIGHWAY 10 AND 1, 73 FEET SOUTH-EAST OF THE SOUTH END OF
 AD9149'A METAL CULVERT UNDER THE GRAVELED ROAD, 150 FEET EAST OF A
 AD9149'THREE FOOT PECAN TREE ON THE SOUTH SIDE OF THE GRAVELED ROAD, 1
 AD9149'FOOT EAST OF A METAL WITNESS POST AND 1 FOOT WEST OF A METAL
 AD9149'WITNESS POST.
 AD9149'
 AD9149'REFERENCE MARK NO. 3 IS 134.23 FEET WEST-NORTHWEST OF THE STATION,
 AD9149'22 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 21.5 FEET SOUTH OF
 AD9149'THE SOUTH RAIL OF THE TRACKS, 67 FEET NORTHEAST OF A 3-FOOT PECAN
 AD9149'TREE, 104 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 10 AND 1.
 AD9149'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 AD9149'DISK STAMPED NEW ROADS WEST BASE NO 3 1929, FLUSH WITH THE GROUND.
 AD9149'
 AD9149'REFERENCE MARK NO. 4 IS 78.19 FEET NORTHEAST OF THE STATION, 18 FEET
 AD9149'SOUTH OF THE SOUTH RAIL OF THE TRACKS, 101 FEET SOUTH OF THE
 AD9149'CENTERLINE OF STATE HIGHWAY 10 AND 1, 23.5 FEET NORTH OF THE CENTER
 AD9149'OF THE GRAVELED ROAD 128.5 FEET EAST OF THE NORTH END OF THE METAL
 AD9149'CULVERT UNDER THE GRAVELED ROAD AND 1 FOOT WEST OF A METAL
 AD9149'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED NEW ROAD WEST
 AD9149'BASE NO 4 1929, FLUSH WITH THE GROUND.
 AD9149'
 AD9149'TO REACH THE STATION FROM THE TEXAS AND PACIFIC RAILROAD STATION IN
 AD9149'NEW ROADS, GO EAST 1 BLOCK TO STATE HIGHWAY 1, TURN LEFT, CROSS
 AD9149'TRACKS AND GO NORTH AND WEST FOR 6.9 MILES ON STATE HIGHWAY 1, TURN
 AD9149'LEFT CROSS TRACKS AND TURN RIGHT AND GO WEST FOR 0.2 ALONG THE
 AD9149'SOUTH SIDE OF THE TRACKS TO THE STATION ON THE LEFT ACROSS THE ROAD
 AD9149'FROM AN ABANDONDED ROAD CROSSING.
 AD9149
 AD9149                          STATION RECOVERY (1997)
 AD9149
 AD9149'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997
 AD9149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1099 ***********************************************************************
 BJ1099  DESIGNATION -  NEW ST GABRIEL CAP
 BJ1099  PID         -  BJ1099
 BJ1099  STATE/COUNTY-  LA/IBERVILLE
 BJ1099  USGS QUAD   -  ST GABRIEL (1995)
 BJ1099
 BJ1099                         *CURRENT SURVEY CONTROL
 BJ1099  ___________________________________________________________________
 BJ1099* NAD 83(1992)-  30 15 27.20332(N)    091 05 58.53946(W)     ADJUSTED  
 BJ1099* NAVD 88     -         6.07   (+/-2cm)      19.9  **(feet)  VERTCON   
 BJ1099  **This station is located in a subsidence area (see below).
 BJ1099  ___________________________________________________________________
 BJ1099  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1099  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ1099
 BJ1099  HORZ ORDER  -  SECOND
 BJ1099  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1099
 BJ1099.The horizontal coordinates were established by classical geodetic methods
 BJ1099.and adjusted by the National Geodetic Survey in January 1993..
 BJ1099
 BJ1099 ** The orthometric height has not been validated since last determined
 BJ1099 ** by differential leveling and should not be used for control purposes.
 BJ1099 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1099 ** area with valid NAVD 88 orthometric heights.
 BJ1099 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1099 ** epoch indicated which incorporates improved geoid heights for the
 BJ1099 ** Southern Louisiana Subsidence area.
 BJ1099 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1099.The vertical order pertains to the NGVD 29 superseded value.
 BJ1099
 BJ1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1099
 BJ1099.The geoid height was determined by GEOID03.
 BJ1099
 BJ1099;                    North         East     Units Scale Factor Converg.
 BJ1099;SPC LA S     -   194,838.652 1,022,492.685   MT  0.99993574   +0 07 00.7
 BJ1099;SPC LA S     -   639,233.14  3,354,628.08   sFT  0.99993574   +0 07 00.7
 BJ1099;UTM  15      - 3,348,853.450   682,831.204   MT  1.00001241   +0 57 28.3
 BJ1099
 BJ1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1099!SPC LA S     -   1.00000329  x   0.99993574  =   0.99993903
 BJ1099!UTM  15      -   1.00000329  x   1.00001241  =   1.00001570
 BJ1099
 BJ1099                          SUPERSEDED SURVEY CONTROL
 BJ1099
 BJ1099  NAD 83(1986)-  30 15 27.22123(N)    091 05 58.53822(W) AD(       ) 2
 BJ1099  NAD 27      -  30 15 26.52110(N)    091 05 58.16559(W) AD(       ) 2
 BJ1099  NGVD 29 (??/??/??)    6.127  (m)           20.10   (f) ADJUSTED    1 2
 BJ1099
 BJ1099.Superseded values are not recommended for survey control.
 BJ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1099.See file dsdata.txt to determine how the superseded data were derived.
 BJ1099
 BJ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8283148853(NAD 83)
 BJ1099_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1099_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1099_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1099
 BJ1099  HISTORY     - Date     Condition        Report By
 BJ1099  HISTORY     - 1929     MONUMENTED       MRC
 BJ1099  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ1099  HISTORY     - 1964     GOOD             CGS
 BJ1099  HISTORY     - 1976     POOR             NGS
 BJ1099
 BJ1099                          STATION DESCRIPTION
 BJ1099
 BJ1099'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 BJ1099'ON LEFT BANK OF MISSISSIPPI RIVER, DIRECTLY BACK OF ST. GABRIEL
 BJ1099'LANDING AND TOWN, ON S SIDE OF ROAD LEADING FROM LANDING TO
 BJ1099'RAILROAD STATION, 31 METERS (102 FEET) WSW FROM SW CORNER OF
 BJ1099'ST. GABRIEL RAILROAD STATION, 47 METERS (154 FEET) TOWARD RIVER
 BJ1099'FROM CENTER OF MAIN TRACK OF RAILROAD, 0.6 METER (2 FEET)
 BJ1099'ABOVE FENCE ON LOWER SIDE OF ROAD, AND 0.8 METER (3 FEET)
 BJ1099'W OF GEOLOGICAL SURVEY POST.
 BJ1099'
 BJ1099'MARKED BY STANDARD MARK OF MISSISSIPPI RIVER COMMISSION, BRASS
 BJ1099'CAP ON STEEL PIPE ABOVE, AND COPPER BOLT IN TILE BELOW.  IN 1929
 BJ1099'MARK WAS RECOVERED AND DESCRIBED AS PIPE WITH 5-INCH CAP.
 BJ1099'INSCRIBED U.S. ENGINEERS DEPT., NEW ORLEANS RIVER DISTRICT.
 BJ1099'STATION ST. GABRIEL IS 38.37 METERS (125.9 FEET) DISTANT
 BJ1099'N 04 DEG 08 MIN W.
 BJ1099
 BJ1099                          STATION RECOVERY (1955)
 BJ1099
 BJ1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ1099'THE STATION WAS MOVED FROM ITS ORIGINAL LOCATION, DESTROYING
 BJ1099'ITS VALUE AS A TRAVERSE STATION.  THE STATION IS NOW CALLED
 BJ1099'P.B.M. NEW ST. GABRIEL (M.R.C.).
 BJ1099'
 BJ1099'THIS IS A TRAVERSE STATION.
 BJ1099
 BJ1099                          STATION RECOVERY (1964)
 BJ1099
 BJ1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ1099'IN SAINT GABRIEL.
 BJ1099'AT ST. GABRIEL, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 0.25 MILE
 BJ1099'EAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF STATE HWY. 30 AT
 BJ1099'SAINT GABRIEL, 154 FEET SOUTH OF THE SOUTH WALL OF THE ILLINOIS
 BJ1099'CENTRAL RAILROAD STATION, 121 FEET SOUTH OF THE CENTER LINE OF STATE
 BJ1099'HIGHWAY 74, 41.6 FEET WEST OF THE WEST RAIL, 83 FEET NORTHWEST OF
 BJ1099'RAILROAD SIGNAL NO. L 3806, 3 FEET EAST OF A FENCE LINE, 3 FEET EAST
 BJ1099'OF A METAL WITNESS POST.  4 FEET BELOW THE TRACK LEVEL.  AN IRON PIPE
 BJ1099'BEARING A CAP STAMPED PBM ST GABRIEL WHICH PROJECTS 2 FEET ABOVE THE
 BJ1099'LEVEL OF THE GROUND.
 BJ1099
 BJ1099                          STATION RECOVERY (1976)
 BJ1099
 BJ1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1099'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2946 ***********************************************************************
 CP2946  DESIGNATION -  NEWELLTON ELEVATOR TANK
 CP2946  PID         -  CP2946
 CP2946  STATE/COUNTY-  LA/TENSAS
 CP2946  USGS QUAD   -  NEWELLTON (1994)
 CP2946
 CP2946                         *CURRENT SURVEY CONTROL
 CP2946  ___________________________________________________________________
 CP2946* NAD 83(1992)-  32 04 15.38666(N)    091 14 49.31666(W)     ADJUSTED  
 CP2946* NAVD 88     -                                                        
 CP2946  ___________________________________________________________________
 CP2946  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CP2946  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP2946
 CP2946  HORZ ORDER  -  THIRD
 CP2946
 CP2946.The horizontal coordinates were established by classical geodetic methods
 CP2946.and adjusted by the National Geodetic Survey in May 1994..
 CP2946
 CP2946
 CP2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2946
 CP2946.The geoid height was determined by GEOID03.
 CP2946
 CP2946;                    North         East     Units Scale Factor Converg.
 CP2946;SPC LA N     -   174,862.059 1,118,293.293   MT  0.99991830   +0 39 44.8
 CP2946;SPC LA N     -   573,693.27  3,668,933.91   sFT  0.99991830   +0 39 44.8
 CP2946;UTM  15      - 3,549,643.199   665,460.891   MT  0.99993763   +0 55 51.5
 CP2946
 CP2946                          SUPERSEDED SURVEY CONTROL
 CP2946
 CP2946  NAD 83(1992)-  32 04 15.39463(N)    091 14 49.31516(W) AD(       ) 4
 CP2946  NAD 83(1986)-  32 04 15.39807(N)    091 14 49.31371(W) AD(       ) 4
 CP2946  NAD 27      -  32 04 14.84023(N)    091 14 48.90801(W) AD(       ) 3
 CP2946
 CP2946.Superseded values are not recommended for survey control.
 CP2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2946.See file dsdata.txt to determine how the superseded data were derived.
 CP2946
 CP2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6546149643(NAD 83)
 CP2946_MARKER: 53 = ELEVATED TANK
 CP2946
 CP2946  HISTORY     - Date     Condition        Report By
 CP2946  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP2946
 CP2946                          STATION DESCRIPTION
 CP2946
 CP2946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2946'THE ELEVATOR COMPANY INC. WATER TANK IS LOCATED AT THE ELEVATOR
 CP2946'CO. GROUNDS ABOUT 0.8 MILE WEST OF THE BUSINESS DISTRICT OF
 CP2946'NEWELLTON ON THE SOUTH SIDE OF STATE HIGHWAY 4.
 CP2946'
 CP2946'IT IS AN ELEVATED TANK, SUPPORTED BY 4 STEEL LEGS, PAINTED SILVER
 CP2946'AND IS 135 FEET HIGH.  POINT INTERSECTED WAS THE VENT AT THE
 CP2946'TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2945 ***********************************************************************
 CP2945  DESIGNATION -  NEWELLTON MUNICIPAL TANK
 CP2945  PID         -  CP2945
 CP2945  STATE/COUNTY-  LA/TENSAS
 CP2945  USGS QUAD   -  NEWELLTON (1994)
 CP2945
 CP2945                         *CURRENT SURVEY CONTROL
 CP2945  ___________________________________________________________________
 CP2945* NAD 83(1992)-  32 04 20.94376(N)    091 14 36.49368(W)     ADJUSTED  
 CP2945* NAVD 88     -                                                        
 CP2945  ___________________________________________________________________
 CP2945  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CP2945  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2945
 CP2945  HORZ ORDER  -  THIRD
 CP2945
 CP2945.The horizontal coordinates were established by classical geodetic methods
 CP2945.and adjusted by the National Geodetic Survey in May 1994..
 CP2945
 CP2945
 CP2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2945
 CP2945.The geoid height was determined by GEOID03.
 CP2945
 CP2945;                    North         East     Units Scale Factor Converg.
 CP2945;SPC LA N     -   175,037.099 1,118,627.578   MT  0.99991837   +0 39 51.6
 CP2945;SPC LA N     -   574,267.55  3,670,030.65   sFT  0.99991837   +0 39 51.6
 CP2945;UTM  15      - 3,549,819.807   665,794.359   MT  0.99993900   +0 55 58.5
 CP2945
 CP2945                          SUPERSEDED SURVEY CONTROL
 CP2945
 CP2945  NAD 83(1992)-  32 04 20.95179(N)    091 14 36.49237(W) AD(       ) 4
 CP2945  NAD 83(1986)-  32 04 20.95513(N)    091 14 36.49066(W) AD(       ) 4
 CP2945  NAD 27      -  32 04 20.39751(N)    091 14 36.08529(W) AD(       ) 3
 CP2945
 CP2945.Superseded values are not recommended for survey control.
 CP2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2945.See file dsdata.txt to determine how the superseded data were derived.
 CP2945
 CP2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6579449820(NAD 83)
 CP2945_MARKER: 53 = ELEVATED TANK
 CP2945
 CP2945  HISTORY     - Date     Condition        Report By
 CP2945  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP2945
 CP2945                          STATION DESCRIPTION
 CP2945
 CP2945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2945'THE NEWELLTON MUNICIPAL WATER TANK IS LOCATED ABOUT 0.6 MILE
 CP2945'WEST OF THE CENTER OF THE BUSINESS DISTRICT AND 150 FEET
 CP2945'NORTH OF STATE HIGHWAY 4.
 CP2945'
 CP2945'IT IS AN ELEVATED TANK, SUPPORTED BY FOUR STEEL LEGS, PAINTED
 CP2945'SILVER AND IS 135 FEET HIGH.  POINT INTERSECTED WAS THE
 CP2945'VENT AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2825 ***********************************************************************
 BK2825  DESIGNATION -  NEWTON LINK FARM LONE DERRICK
 BK2825  PID         -  BK2825
 BK2825  STATE/COUNTY-  LA/ACADIA
 BK2825  USGS QUAD   -  RICHARD (1983)
 BK2825
 BK2825                         *CURRENT SURVEY CONTROL
 BK2825  ___________________________________________________________________
 BK2825* NAD 83(1992)-  30 24 24.16599(N)    092 19 16.76648(W)     ADJUSTED  
 BK2825* NAVD 88     -                                                        
 BK2825  **This station is located in a subsidence area (see below).
 BK2825  ___________________________________________________________________
 BK2825  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BK2825  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2825
 BK2825  HORZ ORDER  -  THIRD
 BK2825
 BK2825.The horizontal coordinates were established by classical geodetic methods
 BK2825.and adjusted by the National Geodetic Survey in January 1993..
 BK2825
 BK2825 ** The orthometric height has not been validated since last determined
 BK2825 ** by differential leveling and should not be used for control purposes.
 BK2825 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2825 ** area with valid NAVD 88 orthometric heights.
 BK2825 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2825 ** epoch indicated which incorporates improved geoid heights for the
 BK2825 ** Southern Louisiana Subsidence area.
 BK2825 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2825
 BK2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2825
 BK2825.The geoid height was determined by GEOID03.
 BK2825
 BK2825;                    North         East     Units Scale Factor Converg.
 BK2825;SPC LA S     -   211,759.193   905,069.421   MT  0.99995074   -0 29 38.4
 BK2825;SPC LA S     -   694,746.62  2,969,381.93   sFT  0.99995074   -0 29 38.4
 BK2825;UTM  15      - 3,364,049.237   565,188.917   MT  0.99965242   +0 20 36.6
 BK2825
 BK2825                          SUPERSEDED SURVEY CONTROL
 BK2825
 BK2825  NAD 83(1986)-  30 24 24.18546(N)    092 19 16.76035(W) AD(       ) 4
 BK2825  NAD 27      -  30 24 23.46268(N)    092 19 16.29712(W) AD(       ) 3
 BK2825
 BK2825.Superseded values are not recommended for survey control.
 BK2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2825.See file dsdata.txt to determine how the superseded data were derived.
 BK2825
 BK2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6518964049(NAD 83)
 BK2825_MARKER: 67 = OIL DERRICK
 BK2825
 BK2825  HISTORY     - Date     Condition        Report By
 BK2825  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2825
 BK2825                          STATION DESCRIPTION
 BK2825
 BK2825'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2978 ***********************************************************************
 BK2978  DESIGNATION -  NEZPIQUE
 BK2978  PID         -  BK2978
 BK2978  STATE/COUNTY-  LA/EVANGELINE
 BK2978  USGS QUAD   -  BOND (1986)
 BK2978
 BK2978                         *CURRENT SURVEY CONTROL
 BK2978  ___________________________________________________________________
 BK2978* NAD 83(1992)-  30 42 47.79407(N)    092 32 35.94821(W)     ADJUSTED  
 BK2978* NAVD 88     -        29.4    (meters)      96.     (feet)  VERTCON   
 BK2978  ___________________________________________________________________
 BK2978  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK2978  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2978
 BK2978  HORZ ORDER  -  FIRST
 BK2978
 BK2978.The horizontal coordinates were established by classical geodetic methods
 BK2978.and adjusted by the National Geodetic Survey in January 1993..
 BK2978
 BK2978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2978
 BK2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2978
 BK2978.The geoid height was determined by GEOID03.
 BK2978
 BK2978;                    North         East     Units Scale Factor Converg.
 BK2978;SPC LA S     -   245,947.207   884,098.730   MT  1.00000285   -0 36 18.0
 BK2978;SPC LA S     -   806,911.79  2,900,580.58   sFT  1.00000285   -0 36 18.0
 BK2978;UTM  15      - 3,397,915.439   543,727.664   MT  0.99962359   +0 13 59.7
 BK2978
 BK2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2978!SPC LA S     -   0.99999965  x   1.00000285  =   1.00000250
 BK2978!UTM  15      -   0.99999965  x   0.99962359  =   0.99962324
 BK2978
 BK2978:                Primary Azimuth Mark                     Grid Az
 BK2978:SPC LA S     -  NEZPIQUE RM 5                            072 40 59.2
 BK2978:UTM  15      -  NEZPIQUE RM 5                            071 50 41.5
 BK2978
 BK2978|---------------------------------------------------------------------|
 BK2978| PID    Reference Object                     Distance      Geod. Az  |
 BK2978|                                                           dddmmss.s |
 BK2978| CW2148 NEZPIQUE RM 5                                      0720441.2 |
 BK2978| BK2664 MAMOU MUNICIPAL TANK                APPROX.15.0 KM 1260607.2 |
 BK2978| CW2142 NEZPIQUE AZ MK                                     1781317.9 |
 BK2978| CW2143 NEZPIQUE AZ MK 2                                   1802545.9 |
 BK2978| CW2144 NEZPIQUE RM 1                        57.790 METERS 18050     |
 BK2978| CW2146 NEZPIQUE RM 3                        57.812 METERS 18050     |
 BK2978| BK1081 RICHEY                              APPROX.17.1 KM 2663114.1 |
 BK2978| CW2145 NEZPIQUE RM 2                        57.336 METERS 28300     |
 BK2978| CW2147 NEZPIQUE RM 4                        57.409 METERS 28303     |
 BK2978|---------------------------------------------------------------------|
 BK2978
 BK2978                          SUPERSEDED SURVEY CONTROL
 BK2978
 BK2978  NAD 83(1986)-  30 42 47.81418(N)    092 32 35.94197(W) AD(       ) 1
 BK2978  NAD 27      -  30 42 47.10612(N)    092 32 35.44591(W) AD(       ) 1
 BK2978  NGVD 29 (07/19/86)   29.4    (m)           96.     (f) VERT ANG       
 BK2978
 BK2978.Superseded values are not recommended for survey control.
 BK2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2978.See file dsdata.txt to determine how the superseded data were derived.
 BK2978
 BK2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4372897915(NAD 83)
 BK2978_MARKER: DS = TRIANGULATION STATION DISK
 BK2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2978
 BK2978  HISTORY     - Date     Condition        Report By
 BK2978  HISTORY     - 1934     MONUMENTED       CGS
 BK2978  HISTORY     - 1935     GOOD             CGS
 BK2978  HISTORY     - 1936     GOOD             LAGS
 BK2978  HISTORY     - 1960     GOOD             CGS
 BK2978  HISTORY     - 1974     GOOD             NGS
 BK2978
 BK2978                          STATION DESCRIPTION
 BK2978
 BK2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2978'STATION IS ABOUT 8 MILES NW OF MAMOU, NEAR NE SEC. 14, T 4 S,
 BK2978'R 2 W, IN CUTOVER PINE LANDS.  THE STATION IS ABOUT 140 YARDS
 BK2978'S OF SEC. CORNER, 40 FEET W OF ROAD, AND 0.25 MILE N OF A
 BK2978'HOUSE, ON E SIDE OF ROAD.  LAND TO E OF STATION IS CULTIVATED.
 BK2978'
 BK2978'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BK2978'DISKS SET IN CONCRETE.
 BK2978'
 BK2978'REFERENCE MARK NO. 2 IS 188.18 FEET, 57.353 METERS W OF STATION.
 BK2978'
 BK2978'REFERENCE MARK NO. 1 IS 57.788 METERS, (189.60 FEET) S.
 BK2978'
 BK2978'AZIMUTH MARK IS 0.5 MILE S 29 FEET E OF CENTER LINE OF N-S
 BK2978'ROAD AND 53 FEET S OF RAIL FENCE.
 BK2978'
 BK2978'REACHED FROM MAMOU BY STATE HIGHWAY 26, N 4.3 MILES TO JUNCTION
 BK2978'WITH STATE HIGHWAY 22 AT RAILROAD CROSSING, THENCE W ON STATE
 BK2978'HIGHWAY 22, 4.9 MILES TO DIRT ROAD LEADING W OVER SMALL
 BK2978'BROKEN BRIDGE.  THIS ROAD IS 0.75 MILE BEYOND BAYOU NEZPIQUE
 BK2978'BRIDGE AND 100 YARDS S OF A SMALL UNUSED FILLING STATION.
 BK2978'FOLLOW THIS ROAD W, 2.0 MILES AND BEAR RIGHT (NW) 0.35 MILE,
 BK2978'THENCE W, 0.6 MILE TO JUNCTION WITH N AND S ROAD, THENCE N,
 BK2978'0.9 MILE TO STATION.  THE DIRT ROAD AFTER LEAVING STATE
 BK2978'HIGHWAY 22 IS POOR AND HAS SEVERAL BAD CULVERTS.
 BK2978'
 BK2978'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK2978
 BK2978                          STATION RECOVERY (1935)
 BK2978
 BK2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2978'STATION RECOVERED, AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 BK2978'THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 0.06
 BK2978'FOOT AND THE DIRECTION TO THE SAME FAILED TO CHECK BY 1 MINUTE.
 BK2978'
 BK2978'THE STATION IS ABOUT 9-1/2 MILES NW OF MAMOU, NEAR THE NE
 BK2978'CORNER OF SEC. 14, T 4 S, R 2 W.  IN CLEARED FIELD. THE STATION
 BK2978'MARK IS 140 YARDS S OF TRAIL CROSSING N AND S DIRT ROAD AT
 BK2978'SECTION CORNER.  0.25 MILE N OF FARMHOUSE ON E SIDE OF ROAD.
 BK2978'THE MARK PROJECTS 5 INCHES.
 BK2978'40 FEET W OF CENTER LINE OF ROAD.
 BK2978'
 BK2978'REFERENCE MARK NO. 1 IS S OF THE STATION.  36 FEET W OF CENTER
 BK2978'LINE OF ROAD.  THE MARK PROJECTS 1 INCH.
 BK2978'
 BK2978'REFERENCE MARK NO. 2 IS WNW OF THE STATION.  THE MARK PROJECTS
 BK2978'4 INCHES.  THE DISTANCE
 BK2978'BETWEEN THE REFERENCE MARKS IS 293.98 FEET.
 BK2978'
 BK2978'THE AZIMUTH MARK IS S OF THE STATION AT E SIDE OF DIRT ROAD
 BK2978'LEADING BY STATION.  25 FEET E OF CENTER LINE OF THIS ROAD.
 BK2978'69 FEET S OF CENTER LINE OF DIRT ROAD LEADING E.  0.15 MILE
 BK2978'S OF FARMHOUSE ON E SIDE OF N AND S ROAD.  AT W EDGE OF SCRUB
 BK2978'GROWTH.  THE MARK PROJECTS 2 INCHES.
 BK2978'
 BK2978'THE STATION IS BEST REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 BK2978'26 AND 22, 9 MILES W OF VILLE PLATTE, BY GOING S ON STATE
 BK2978'HIGHWAY 26, 1.2 MILES TO GRAVEL ROAD LEADING W JUST S OF
 BK2978'REDDELL DEPOT.  THENCE W ON THIS GRAVEL ROAD 8.9 MILES TO
 BK2978'FORKS AT END OF GRAVEL.  TAKE RIGHT FORK (NW) AND GO 0.9 MILE
 BK2978'TO T-INTERSECTION.  THENCE E (RIGHT) 1.5 MILES TO
 BK2978'T-INTERSECTION.  THENCE N (LEFT) 1.3 MILES TO STATION ON W SIDE
 BK2978'OF ROAD.
 BK2978'
 BK2978'A 126-FOOT SIGNAL AT BEAVER 1934 IS VISIBLE AT 82 FEET.
 BK2978'
 BK2978'A 126-FOOT SIGNAL AT VIDRINE 1934 IS VISIBLE AT 85 FEET.
 BK2978'
 BK2978'A 146-FOOT SIGNAL AT RICHEY IS VISIBLE AT 100 FEET.
 BK2978'
 BK2978'A 126-FOOT SIGNAL AT OAKDALE 1934 IS VISIBLE AT 82 FEET.
 BK2978
 BK2978                          STATION RECOVERY (1936)
 BK2978
 BK2978'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2978'RECOVERED AS DESCRIBED.
 BK2978
 BK2978                          STATION RECOVERY (1960)
 BK2978
 BK2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2978'THE STATION WAS VISITED 1-26-60 AND THE STATION SURFACE MARK,
 BK2978'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND DISTURBED.  THE
 BK2978'AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT VERY CLOSE TO
 BK2978'A DITCH.  THE AZIMUTH MARK WAS RESET AT THIS DATE.  THE STATION
 BK2978'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 BK2978'MARK WAS PLACED BACK IN ITS ORIGINAL POSITION (PLUMB BOB METHOD)
 BK2978'OVER THE UNDERGROUND MARK AND REINFORCED WITH CONCRETE.
 BK2978'REFERENCE MARKS NO. 1 AND 2 WERE PLACED IN THE GROUND NEAR
 BK2978'THEIR ORIGINAL POSITIONS, STAMPED NO. 3 AND 4 AND USED AS
 BK2978'REFERENCE MARKS NO.S 3 AND 4.  A NEW DESCRIPTION FOLLOWS--
 BK2978'
 BK2978'THE STATION IS LOCATED ABOUT 7 MILES WEST OF BARBERS CROSSROADS,
 BK2978'8 MILES NORTHWEST OF MAMOU, AND 16 MILES WEST OF VILLE PLATTE,
 BK2978'IN THE NORTHEAST 1/4 OF SEC. 14, T 4 S, R 2 W., ON THETOP
 BK2978'OF A LOW RIDGE, SPARSELY COVERED WITH PINE TREES, AND ON THE
 BK2978'WEST SIDE OF A NORTH-SOUTH DIRT ROAD, 0.1 MILE SOUTH OF WHERE
 BK2978'THE ROAD TURNS A 90 DEGREE ANGLE TO THE EAST.  IT IS 428 FEET
 BK2978'SOUTH OF A T FENCE CORNER, 38 FEET WEST OF THE CENTER OF A
 BK2978'NORTH-SOUTH DIRT ROAD, 2 FEET EAST OF A FENCE LINE AND 1
 BK2978'FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BK2978'STAMPED NEZPIQUE 1934 1960, PROJECTING 4 INCHES.
 BK2978'
 BK2978'REFERENCE MARK NO. 3 IS 189.71 FEET SOUTH OF THE STATION,
 BK2978'IN A NORTH-SOUTH FENCE LINE, 38 FEET WEST OF THE CENTER OF
 BK2978'A NORTH-SOUTH DIRT ROAD.  IT IS A STANDARD DISK STAMPED
 BK2978'NEZPIQUE NO 3 1934 1960, FLUSH WITH THE GROUND.
 BK2978'
 BK2978'REFERENCE MARK NO. 4 IS 188.33 FEET WEST OF THE STATION,
 BK2978'221 FEET WEST OF THE CENTER OF THE ROAD, 183 FEET WEST OF
 BK2978'THE FENCE LINE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT
 BK2978'IS A STANDARD DISK, STAMPED NEZPIQUE NO 4 1934 1960, PROJECTING
 BK2978'6 INCHES.
 BK2978'
 BK2978'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 42 FEET
 BK2978'WEST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF A FENCE LINE
 BK2978'AND FENCE CORNER (THIS IS THE SAME FENCE THAT PASSES THE
 BK2978'STATION, 79 FEET WEST NORTHWEST OF A FENCE CORNER ACROSS THE
 BK2978'ROAD AT THE NORTHWEST CORNER OF A FIELD, 22 FEET NORTH OF THE
 BK2978'PROJECTED CENTER OF AN ABANDONDED ROAD LEADING EAST AND 1 FOOT
 BK2978'WEST OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK2978'NEZPIQUE 1934 1960 RESET 1960, PROJECTING 6 INCHES.
 BK2978'
 BK2978'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10
 BK2978'AND 13 AT BARBERS CROSSROAD, GO WEST ON STATE HIGHWAY 10 FOR
 BK2978'4.75 MILES TO A SIDE ROAD LEFT (0.7 MILE NORTH OF THE CONCRETE
 BK2978'BRIDGE OVER NEZPIQUE BAYOU), TURN LEFT AND GO WEST AND NORTH
 BK2978'FOR 3.0 MILES TO A T INTERSECTION, TURN RIGHT AND GO NORTH
 BK2978'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH
 BK2978'FOR 0.25 MILE TO THE STATION ON THE LEFT.
 BK2978
 BK2978                          STATION RECOVERY (1974)
 BK2978
 BK2978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2978'THE STATION, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 BK2978'RECOVERED.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 BK2978'GROUND OR TOP OF THE TOWER.  THE ANGLE BETWEEN REFERENCE MARKS
 BK2978'3 AND 4 CHECKED.  PERMISSION WAS NOT GRANTED TO CLEAR LINES
 BK2978'TO THE REFERENCE MARKS AND THE TAPE WAS THREADED AROUND TREES
 BK2978'AND THROUGH BRUSH IN ORDER TO OBTAIN A MEASUREMENT.  THE
 BK2978'DISTANCE TO REFERENCE MARK 3 WAS FOUND SHORTER BY 0.013 METERS
 BK2978'AND THE DISTANCE TO REFERENCE MARK 4 WAS FOUND LONGER BY
 BK2978'0.006 METERS.  THE TOP OF THE CONCRETE MONUMENT AROUND THE
 BK2978'REFERENCE MARK 3 DISK HAS BEEN CHIPPED AWAY AND PART OF THE
 BK2978'UNDERSIDE OF THE DISK IS EXPOSED.  HOWEVER THE DISK IS
 BK2978'STILL SOLIDLY IN PLACE.  A REFERENCE MARK 5 WAS ESTABLISHED
 BK2978'AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK2978'
 BK2978'STATION IS ABOUT 16 MILES NORTHEAST OF OBERLIN, 9 MILES
 BK2978'NORTHWEST OF MAMOU, 8 MILES SOUTHWEST OF PINE PRAIRIE, 7-1/2
 BK2978'MILES WEST-NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 10 AND
 BK2978'13 AT BARBERS SPUR, ALONG THE WEST SIDE OF A NORTH-SOUTH
 BK2978'GRAVELED ROAD, 400 FEET SOUTH OF WHERE THE ROAD TURNS SHARP
 BK2978'RIGHT AND ON PROPERTY OWNED BY THE BOISE SOUTHERN COMPANY.
 BK2978'PERMISSION WAS GRANTED BY MR ROBERT G. CHAMBERS, P.O. BOX 96,
 BK2978'ELIZABETH, LOUISIANA.  PHONE NUMBER 634-5251.
 BK2978'
 BK2978'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BK2978'10 AND 13 AT BARBERS SPUR, GO WESTERLY ON HIGHWAY 10 FOR 4.25
 BK2978'MILES TO A BRIDGE OVER THE WEST FORK OF THE BAYOU NEZPIQUE.
 BK2978'CONTINUE NORTHWEST ON HIGHWAY 10 FOR 0.7 MILE TO A GRAVELED
 BK2978'ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR
 BK2978'3.1 MILES TO A T-JUNCTION.  TURN RIGHT AND GO NORTH ON THE
 BK2978'GRAVELED ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT
 BK2978'AS DESCRIBED.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.2 MILE
 BK2978'TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE NORTH AND
 BK2978'EAST ON GRAVELED ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE
 BK2978'RIGHT AND REFERENCE MARK 5 (AZ MK) ON THE RIGHT AS
 BK2978'DESCRIBED.
 BK2978'
 BK2978'THE STATION MARK IS A STANDARD DISK STAMPED NEZPIQUE 1934
 BK2978'1960, SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1-INCH
 BK2978'ABOVE THE GROUND.  IT IS 390 FEET SOUTH OF CENTER OF A CURVE
 BK2978'IN THE GRAVELED ROAD, 37.5 FEET WEST OF CENTER OF THE GRAVELED
 BK2978'ROAD, 1.5 FEET EAST OF A FENCE LINE AND 1 FOOT WEST OF A
 BK2978'METAL WITNESS POST.  THE 1960 RECOVERY NOTE STATES THAT THERE
 BK2978'IS AN UNDERGROUND STATION MARK.
 BK2978'
 BK2978'REFERENCE MARK 3, STAMPED NEZPIQUE NO 3 1934 1960, IS SET IN
 BK2978'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 43 FEET
 BK2978'WEST OF CENTER OF THE ROAD AND 1 FOOT EAST OF A FENCE LINE.
 BK2978'
 BK2978'REFERENCE MARK 4, STAMPED NEZPIQUE NO 4 1934 1960, IS SET
 BK2978'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BK2978'THE GROUND.  IT IS 225 FEET WEST OF CENTER OF THE ROAD AND
 BK2978'1 FOOT EAST OF A METAL WITNESS POST.
 BK2978'
 BK2978'REFERENCE MARK 5, STAMPED NEZPIQUE 1934 NO 5 1974 AZ, IS
 BK2978'SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BK2978'ABOVE THE GROUND.  IT IS 27 FEET WEST OF CENTER OF A DRIVEWAY,
 BK2978'26.5 FEET SOUTH OF CENTER OF THE ROAD, 9 FEET WEST OF A
 BK2978'TELEPHONE UNDERGROUND CABLE WARNING SIGN, 2 FEET WEST OF A
 BK2978'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 BK2978'
 BK2978'AZIMUTH MARK, STAMPED NEZPIQUE 1934 1960 RESET 1960, IS A
 BK2978'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 BK2978'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 45 FEET NORTHWEST
 BK2978'OF THE WEST END OF A METAL CULVERT, 42.5 FEET WEST OF CENTER
 BK2978'OF THE ROAD, 1.5 FEET EAST OF A FENCE LINE AND 1 FOOT WEST
 BK2978'OF A METAL WITNESS POST.
 BK2978'
 BK2978'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BK2978'
 BK2978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BK2978'SOUTHWEST OF PINE PRAIRIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3948 ***********************************************************************
 BJ3948  DESIGNATION -  NICHOLSON
 BJ3948  PID         -  BJ3948
 BJ3948  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3948  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3948
 BJ3948                         *CURRENT SURVEY CONTROL
 BJ3948  ___________________________________________________________________
 BJ3948* NAD 83(1986)-  30 26 15.     (N)    091 11 28.     (W)     SCALED    
 BJ3948* NAVD 88     -         9.870  (meters)      32.38   (feet)  ADJUSTED  
 BJ3948  ___________________________________________________________________
 BJ3948  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3948  DYNAMIC HT  -           9.857 (meters)      32.34  (feet)  COMP
 BJ3948  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BJ3948
 BJ3948  VERT ORDER  -  SECOND    CLASS II
 BJ3948
 BJ3948.The horizontal coordinates were scaled from a topographic map and have
 BJ3948.an estimated accuracy of +/- 6 seconds.
 BJ3948
 BJ3948.The orthometric height was determined by differential leveling
 BJ3948.and adjusted by the National Geodetic Survey in February 1994..
 BJ3948
 BJ3948.The geoid height was determined by GEOID03.
 BJ3948
 BJ3948.The dynamic height is computed by dividing the NAVD 88
 BJ3948.geopotential number by the normal gravity value computed on the
 BJ3948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3948.degrees latitude (g = 980.6199 gals.).
 BJ3948
 BJ3948.The modeled gravity was interpolated from observed gravity values.
 BJ3948
 BJ3948;                    North         East    Units  Estimated Accuracy
 BJ3948;SPC LA S     -   214,770.    1,013,660.      MT  (+/- 180 meters Scaled)
 BJ3948
 BJ3948                          SUPERSEDED SURVEY CONTROL
 BJ3948
 BJ3948.No superseded survey control is available for this station.
 BJ3948
 BJ3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP737686(NAD 83)
 BJ3948_MARKER: B = BOLT
 BJ3948_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ3948_SP_SET: FOOTING
 BJ3948_MARK LOGO: LA-033
 BJ3948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3948+STABILITY: SURFACE MOTION
 BJ3948
 BJ3948  HISTORY     - Date     Condition        Report By
 BJ3948  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3948
 BJ3948                          STATION DESCRIPTION
 BJ3948
 BJ3948'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3948'IN BATON ROUGE.
 BJ3948'LOCATED IN DOWNTOWN BATON ROUGE NEAR THE LEVEE AT SOUTH BOULEVARD AND
 BJ3948'RIVER ROAD AT THE RAILROAD TRACK.  MARK IS THE TOP OF THE NORTHWEST
 BJ3948'BOLT OF A SINGLE LEG SIGNAL LIGHT SET NEAR A LARGE SIGNAL LIGHT
 BJ3948'REPAIR BOX AND WEST OF THE WEST LEG OF THE RAILROAD, ABOUT 0.31
 BJ3948'METERS (1 FOOT) ABOVE THE GROUND AND 0.91 METERS (3 FEET) NORTH OF A
 BJ3948'LARGE REPAIR BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2760 ***********************************************************************
 BK2760  DESIGNATION -  NICK
 BK2760  PID         -  BK2760
 BK2760  STATE/COUNTY-  LA/VERMILION
 BK2760  USGS QUAD   -  MILTON (1994)
 BK2760
 BK2760                         *CURRENT SURVEY CONTROL
 BK2760  ___________________________________________________________________
 BK2760* NAD 83(1992)-  30 00 04.72164(N)    092 06 21.78511(W)     ADJUSTED  
 BK2760* NAVD 88     -         3.8  **(meters)      12.   **(feet)  VERTCON   
 BK2760  **This station is located in a subsidence area (see below).
 BK2760  ___________________________________________________________________
 BK2760  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2760  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BK2760
 BK2760  HORZ ORDER  -  SECOND
 BK2760
 BK2760.The horizontal coordinates were established by classical geodetic methods
 BK2760.and adjusted by the National Geodetic Survey in January 1993..
 BK2760
 BK2760 ** The orthometric height has not been validated since last determined
 BK2760 ** by differential leveling and should not be used for control purposes.
 BK2760 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2760 ** area with valid NAVD 88 orthometric heights.
 BK2760 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2760 ** epoch indicated which incorporates improved geoid heights for the
 BK2760 ** Southern Louisiana Subsidence area.
 BK2760 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2760
 BK2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2760
 BK2760.The geoid height was determined by GEOID03.
 BK2760
 BK2760;                    North         East     Units Scale Factor Converg.
 BK2760;SPC LA S     -   166,663.152   925,450.388   MT  0.99992574   -0 23 10.9
 BK2760;SPC LA S     -   546,794.02  3,036,248.48   sFT  0.99992574   -0 23 10.9
 BK2760;UTM  15      - 3,319,267.023   586,219.900   MT  0.99969171   +0 26 49.3
 BK2760
 BK2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2760!SPC LA S     -   1.00000363  x   0.99992574  =   0.99992937
 BK2760!UTM  15      -   1.00000363  x   0.99969171  =   0.99969534
 BK2760
 BK2760|---------------------------------------------------------------------|
 BK2760| PID    Reference Object                     Distance      Geod. Az  |
 BK2760|                                                           dddmmss.s |
 BK2760| CW2150 NICK RM 1                            12.897 METERS 05815     |
 BK2760| CW2149 NICK AZ MK                                         1200645.0 |
 BK2760| AV0604 ABBEVILLE MUNICIPAL TANK            APPROX. 3.5 KM 2063003.1 |
 BK2760| CW2151 NICK RM 2                            14.753 METERS 23735     |
 BK2760| BK2761 NICK LDH 1974 A POINT                18.103 METERS 25257     |
 BK2760|---------------------------------------------------------------------|
 BK2760
 BK2760                          SUPERSEDED SURVEY CONTROL
 BK2760
 BK2760  NAD 83(1986)-  30 00 04.74147(N)    092 06 21.78000(W) AD(       ) 2
 BK2760  NAD 27      -  30 00 04.00383(N)    092 06 21.33201(W) AD(       ) 2
 BK2760  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 BK2760
 BK2760.Superseded values are not recommended for survey control.
 BK2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2760.See file dsdata.txt to determine how the superseded data were derived.
 BK2760
 BK2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8622019267(NAD 83)
 BK2760_MARKER: DD = SURVEY DISK
 BK2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2760
 BK2760  HISTORY     - Date     Condition        Report By
 BK2760  HISTORY     - 1974     MONUMENTED       LADH
 BK2760
 BK2760                          STATION DESCRIPTION
 BK2760
 BK2760'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2760'THE STATION IS LOCATED 4 MILES NORTHEAST OF ABBEVILLE, 4.5 MILES
 BK2760'NORTHWEST OF ERATH, AND 12 MILES EAST OF KAPLAN, IN THE NORTHWEST
 BK2760'QUARTER OF SECTION 45, T12S, R4E, AND ON THE PROPERTY OWNED BY THE
 BK2760'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK2760'
 BK2760'TO REACH THE STATION FROM THE COURTHOUSE IN ABBEVILLE, GO NORTH
 BK2760'ALONG STATE HIGHWAY 82 FOR 0.7 MILE TO THE BY-PASS ON STATE HIGHWAY
 BK2760'14.  CONTINUE NORTH AND EAST ON STATE HIGHWAY 82 FOR 3.2 MILES TO
 BK2760'THE STATION, WHICH IS SET ON THE RIGHT AND SOUTHEAST OF THE HIGHWAY
 BK2760'NEAR A FIELD GATE.
 BK2760'
 BK2760'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHWEST ALONG
 BK2760'STATE HIGHWAY 82 FOR 0.4 MILE TO A BLACKTOPPED ROAD LEADING EAST.
 BK2760'TURN LEFT ON THE BLACKTOPPED ROAD AND GO 0.4 MILE TO THE MARK,
 BK2760'WHICH IS SET ON THE LEFT AND NORTH OF THE ROAD NEAR A CULVERT.
 BK2760'
 BK2760'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2760'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2760'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK2760'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2760'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2760'STAMPED NICK 1974.  THE MARK IS 39 FEET SOUTHEAST OF THE CENTER
 BK2760'OF STATE HIGHWAY 82, 22 FEET NORTH OF THE CENTER OF A FIELD GATE,
 BK2760'15 FEET NORTHEAST OF THE NORTH END OF A CONCRETE SIDE-DRAIN, 3
 BK2760'FEET WEST OF A FENCE AND 2 FEET SOUTHWEST OF A METAL WITNESS POST
 BK2760'AND SIGN.
 BK2760'
 BK2760'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2760'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2760'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2760'STAMPED NICK RM. 1 1974.  IT IS 54 FEET NORTH OF THE CENTER OF A
 BK2760'FIELD GATE, 53 FEET NORTHEAST OF THE NORTH END OF A CONCRETE
 BK2760'SIDE-DRAIN, 39 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 82,
 BK2760'AND 3 FEET WEST OF A FENCE.
 BK2760'
 BK2760'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2760'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2760'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2760'STAMPED NICK RM. 2 1974.  IT IS 39 FEET EAST OF THE CENTER OF STATE
 BK2760'HIGHWAY 82, 26 FEET SOUTH OF THE CENTER OF A FIELD GATE, 17 FEET
 BK2760'SOUTHEAST OF THE SOUTH END OF A CONCRETE SIDE-DRAIN, AND 3 FEET WEST
 BK2760'OF A FENCE.
 BK2760'
 BK2760'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2760'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2760'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2760'STAMPED NICK AZ. MK. 1974.  IT IS 26 FEET NORTH OF THE CENTER OF A
 BK2760'BLACKTOPPED ROAD, 10 FEET EAST OF THE CENTER OF A FIELD ROAD, 4 FEET
 BK2760'NORTH OF A CONCRETE CULVERT, AND 2 FEET WEST OF A METAL WITNESS
 BK2760'POST AND SIGN.
 BK2760'
 BK2760'NEAREST TOWN--ABBEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3001 ***********************************************************************
 CP3001  DESIGNATION -  NICK
 CP3001  PID         -  CP3001
 CP3001  STATE/COUNTY-  LA/FRANKLIN
 CP3001  USGS QUAD   -  COMO (1983)
 CP3001
 CP3001                         *CURRENT SURVEY CONTROL
 CP3001  ___________________________________________________________________
 CP3001* NAD 83(1992)-  32 02 34.70835(N)    091 36 43.86010(W)     ADJUSTED  
 CP3001* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 CP3001  ___________________________________________________________________
 CP3001  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CP3001  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP3001
 CP3001  HORZ ORDER  -  SECOND
 CP3001
 CP3001.The horizontal coordinates were established by classical geodetic methods
 CP3001.and adjusted by the National Geodetic Survey in May 1994..
 CP3001
 CP3001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3001
 CP3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3001
 CP3001.The geoid height was determined by GEOID03.
 CP3001
 CP3001;                    North         East     Units Scale Factor Converg.
 CP3001;SPC LA N     -   171,420.802 1,083,845.543   MT  0.99991712   +0 28 09.8
 CP3001;SPC LA N     -   562,403.08  3,555,916.59   sFT  0.99991712   +0 28 09.8
 CP3001;UTM  15      - 3,546,041.161   631,031.164   MT  0.99981174   +0 44 11.1
 CP3001
 CP3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3001!SPC LA N     -   1.00000112  x   0.99991712  =   0.99991824
 CP3001!UTM  15      -   1.00000112  x   0.99981174  =   0.99981286
 CP3001
 CP3001:                Primary Azimuth Mark                     Grid Az
 CP3001:SPC LA N     -  NICK AZ MK 2                             074 26 52.1
 CP3001:UTM  15      -  NICK AZ MK 2                             074 10 50.8
 CP3001
 CP3001|---------------------------------------------------------------------|
 CP3001| PID    Reference Object                     Distance      Geod. Az  |
 CP3001|                                                           dddmmss.s |
 CP3001| CY4323 NICK AZ MK 2                                       0745501.9 |
 CP3001| CY4324 NICK RM 1                            18.913 METERS 08529     |
 CP3001| CP3000 NICK LDH 1971 RM 2                    8.416 METERS 13859     |
 CP3001| CY4322 NICK AZ MK                                         2765418.9 |
 CP3001|---------------------------------------------------------------------|
 CP3001
 CP3001                          SUPERSEDED SURVEY CONTROL
 CP3001
 CP3001  NAD 83(1992)-  32 02 34.71118(N)    091 36 43.85849(W) AD(       ) 2
 CP3001  NAD 83(1986)-  32 02 34.72114(N)    091 36 43.85545(W) AD(       ) 2
 CP3001  NAD 27      -  32 02 34.16047(N)    091 36 43.41312(W) AD(       ) 2
 CP3001  NGVD 29 (07/19/86)   19.1    (m)           63.     (f) VERT ANG       
 CP3001
 CP3001.Superseded values are not recommended for survey control.
 CP3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3001.See file dsdata.txt to determine how the superseded data were derived.
 CP3001
 CP3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3103146041(NAD 83)
 CP3001_MARKER: DD = SURVEY DISK
 CP3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3001
 CP3001  HISTORY     - Date     Condition        Report By
 CP3001  HISTORY     - 1971     MONUMENTED       LADTD
 CP3001
 CP3001                          STATION DESCRIPTION
 CP3001
 CP3001'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3001'THE STATION IS LOCATED 2 MILES EAST OF GILBERT, 5 MILES
 CP3001'NORTHEAST OF WISNER AND 11 MILES SOUTH-SOUTHEAST OF WINNSBORO,
 CP3001'IN THE NORTHWEST 1/4 OF SECTION 12, T12N-R8E, AND ON THE
 CP3001'PROPERTY OWNED BY W. N. MESSENGER, ADDRESS ROUTE 1 GILBERT,
 CP3001'LOUISIANA, TELEPHONE 435-6541.
 CP3001'
 CP3001'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15
 CP3001'AND 572 IN GILBERT, GO EAST ON STATE HIGHWAY 572 FOR 3.0 MILES
 CP3001'TO THE STATION WHICH IS SET ON THE RIGHT AND SOUTH OF THE HIGHWAY
 CP3001'IN FRONT OF THE W. N. MESSENGER HOUSE.
 CP3001'
 CP3001'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG
 CP3001'STATE HIGHWAY 572 FOR APPROXIMATELY 0.2 MILE TO THE MARK WHICH
 CP3001'IS SET ON THE LEFT AND NORTH OF THE HIGHWAY NEAR A FIELD ROAD
 CP3001'AND CULVERT.
 CP3001'
 CP3001'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE WEST ON STATE
 CP3001'HIGHWAY 572 FOR 0.7 MILE TO THE MARK WHICH IS SET ON THE LEFT
 CP3001'AND SOUTH OF THE HIGHWAY AND EAST OF THE BAYOU MACON BRIDGE.
 CP3001'
 CP3001'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3001'HIGHWAYS AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3001'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP3001'THE GROUND.  THE SUBSURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3001'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3001'SURFACE.  THEY ARE STAMPED NICK 1971.  THE MARK IS 150 FEET
 CP3001'SOUTH OF THE CENTER OF STATE HIGHWAY 572, 65 FEET
 CP3001'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE MESSENGER
 CP3001'RESIDENCE, 50 FEET WEST-SOUTHWEST OF A 36 INCH ELM
 CP3001'TREE, 34 FEET NORTHWEST OF A 36 INCH OAK TREE, AND 18 FEET
 CP3001'EAST OF A GRAVEL DRIVE TO THE MESSENGER RESIDENCE.
 CP3001'
 CP3001'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3001'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3001'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3001'GROUND.  IT IS STAMPED NICK R.M. 1 1971.  IT IS 80 FEET EAST OF
 CP3001'THE CENTER OF A GRAVEL DRIVE TO THE MESSENGER RESIDENCE, 64 FEET
 CP3001'NORTH-NORTHEAST OF THE NORTH EAST CORNER OF THE HOUSE, 48 FEET
 CP3001'NORTHEAST OF A 36 INCH OAK TREE, 13 FEET SOUTHEAST OF A METAL
 CP3001'WITNESS POST AND SIGN.
 CP3001'
 CP3001'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3001'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3001'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3001'GROUND.  IT IS STAMPED NICK R.M. 2 1971.  IT IS 43 FEET SOUTHWEST
 CP3001'OF A 36 INCH OAK TREE, 42 FEET NORTHEAST OF THE NORTHEAST CORNER
 CP3001'OF THE HOUSE, 38 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 CP3001'THE HOUSE, AND 6 FEET NORTHWEST OF A 36 INCH ELM TREE.
 CP3001'
 CP3001'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3001'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3001'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3001'GROUND.  IT IS STAMPED NICK AZ.MK. 1971.  IT IS 69 FEET
 CP3001'WEST-SOUTHWEST OF A POWER POLE, 37 FEET NORTH OF THE CENTER OF
 CP3001'STATE HIGHWAY 572, 14 FEET EAST OF THE CENTER OF A FIELD ROAD,
 CP3001'10 FEET NORTH OF THE EAST END OF A SIDE DRAIN, AND 2 FEET EAST
 CP3001'OF A METAL WITNESS POST AND SIGN.
 CP3001'
 CP3001'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3001'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3001'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3001'GROUND.  IT IS STAMPED NICK AZ. MK. 2 1971.  IT IS 250 FEET
 CP3001'EAST-NORTHEAST OF A 36 INCH OAK TREE ON THE BAYOU MACON BANK,
 CP3001'150 FEET WEST OF THE JUNCTION OF A BLACKTOP ROAD AND STATE
 CP3001'HIGHWAY 572, 200 FEET EAST OF THE EAST END OF THE BAYOU MACON
 CP3001'BRIDGE, 22 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 572, AND
 CP3001'2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 CP3001'
 CP3001'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1870 ***********************************************************************
 BH1870  CBN         -  This is a Cooperative Base Network Control Station.
 BH1870  DESIGNATION -  NICOLE
 BH1870  PID         -  BH1870
 BH1870  STATE/COUNTY-  LA/ST TAMMANY
 BH1870  USGS QUAD   -  SLIDELL (1994)
 BH1870
 BH1870                         *CURRENT SURVEY CONTROL
 BH1870  ___________________________________________________________________
 BH1870* NAD 83(1992)-  30 20 26.61112(N)    089 49 16.23775(W)     ADJUSTED  
 BH1870* NAVD 88     -         7.600  (meters)      24.93   (feet)  ADJUSTED  
 BH1870  ___________________________________________________________________
 BH1870  X           -      17,194.625 (meters)                     COMP
 BH1870  Y           -  -5,509,230.366 (meters)                     COMP
 BH1870  Z           -   3,203,018.454 (meters)                     COMP
 BH1870  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BH1870  ELLIP HEIGHT-         -19.33  (meters)          (02/12/02) GPS OBS
 BH1870  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BH1870  DYNAMIC HT  -           7.590 (meters)      24.90  (feet)  COMP
 BH1870  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BH1870
 BH1870  HORZ ORDER  -  B
 BH1870  VERT ORDER  -  FIRST     CLASS II
 BH1870  ELLP ORDER  -  FOURTH    CLASS II
 BH1870
 BH1870.This mark is at Slidell Airport (6R0)
 BH1870
 BH1870.The horizontal coordinates were established by GPS observations
 BH1870.and adjusted by the National Geodetic Survey in September 1992..
 BH1870
 BH1870.The orthometric height was determined by differential leveling
 BH1870.and adjusted by the National Geodetic Survey in February 1994..
 BH1870.WARNING-GPS observations at this control monument resulted in a GPS
 BH1870.derived orthometric height which differed from the leveled height by
 BH1870.more than one decimeter (0.1 meter).
 BH1870
 BH1870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1870
 BH1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1870
 BH1870.The ellipsoidal height was determined by GPS observations
 BH1870.and is referenced to NAD 83.
 BH1870
 BH1870.The geoid height was determined by GEOID03.
 BH1870
 BH1870.The dynamic height is computed by dividing the NAVD 88
 BH1870.geopotential number by the normal gravity value computed on the
 BH1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1870.degrees latitude (g = 980.6199 gals.).
 BH1870
 BH1870.The modeled gravity was interpolated from observed gravity values.
 BH1870
 BH1870;                    North         East     Units Scale Factor Converg.
 BH1870;SPC LA S     -   204,994.359 1,145,388.862   MT  0.99994327   +0 45 22.0
 BH1870;SPC LA S     -   672,552.33  3,757,829.96   sFT  0.99994327   +0 45 22.0
 BH1870;UTM  16      - 3,359,916.088   228,784.253   MT  1.00050757   -1 25 33.5
 BH1870
 BH1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1870!SPC LA S     -   1.00000304  x   0.99994327  =   0.99994631
 BH1870!UTM  16      -   1.00000304  x   1.00050757  =   1.00051061
 BH1870
 BH1870:                Primary Azimuth Mark                     Grid Az
 BH1870:SPC LA S     -  NICOLE AZ MK                             359 06 24.6
 BH1870:UTM  16      -  NICOLE AZ MK                             001 17 20.1
 BH1870
 BH1870|---------------------------------------------------------------------|
 BH1870| PID    Reference Object                     Distance      Geod. Az  |
 BH1870|                                                           dddmmss.s |
 BH1870| BH1871 NICOLE AZ MK                        APPROX. 0.7 KM 3595146.6 |
 BH1870|---------------------------------------------------------------------|
 BH1870
 BH1870                          SUPERSEDED SURVEY CONTROL
 BH1870
 BH1870  ELLIP H (08/18/00)  -19.34   (m)                       GP(       ) 4 1
 BH1870  ELLIP H (01/21/93)  -19.27   (m)                       GP(       ) 4 2
 BH1870  ELLIP H (09/10/92)  -19.27   (m)                       GP(       ) 4 1
 BH1870  NAD 83(1986)-  30 20 26.62387(N)    089 49 16.23592(W) AD(       ) 3
 BH1870  NAD 27      -  30 20 25.92779(N)    089 49 15.98997(W) AD(       ) 3
 BH1870  NAVD 88 (08/12/94)    7.60   (m)           24.9    (f) LEVELING    3  
 BH1870  NGVD 29 (11/20/87)    7.75   (m)           25.4    (f) LEVELING    3  
 BH1870
 BH1870.Superseded values are not recommended for survey control.
 BH1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1870.See file dsdata.txt to determine how the superseded data were derived.
 BH1870
 BH1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2878459916(NAD 83)
 BH1870_MARKER: DH = HORIZONTAL CONTROL DISK
 BH1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1870_SP_SET: CONCRETE POST
 BH1870_STAMPING: NICOLE 1986
 BH1870_MARK LOGO: NGS   
 BH1870_PROJECTION: FLUSH
 BH1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1870+STABILITY: SURFACE MOTION
 BH1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1870+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 BH1870
 BH1870  HISTORY     - Date     Condition        Report By
 BH1870  HISTORY     - 1986     MONUMENTED       NGS
 BH1870  HISTORY     - 1986     GOOD             NGS
 BH1870  HISTORY     - 19870319 GOOD
 BH1870  HISTORY     - 19870615 GOOD             NGS
 BH1870  HISTORY     - 19910904 GOOD             LADTD
 BH1870  HISTORY     - 19920330 GOOD
 BH1870  HISTORY     - 19930506 GOOD
 BH1870  HISTORY     - 19950905 GOOD             LADTD
 BH1870  HISTORY     - 20000215 GOOD             NASA
 BH1870  HISTORY     - 20040321 GOOD             COMPA
 BH1870  HISTORY     - 20060710 GOOD             LADTD
 BH1870
 BH1870                          STATION DESCRIPTION
 BH1870
 BH1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BH1870'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHWEST OF SLIDELL AND
 BH1870'AT THE SOUTH END OF THE SLIDELL AIRPORT.
 BH1870'OWNERSHIP--ST TAMMANY PARISH, FOR ENTRANCE INTO THE AIRFIELD,
 BH1870'CONTACT MR. JOHN REEVES, 232 AIRPORT DR., SLIDELL, LA 70458, PHONE
 BH1870'504-641-2439.
 BH1870'
 BH1870'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 12 AND AIRPORT
 BH1870'ROAD, EXIT 80,IN SLIDELL, GO LEFT, NORTH FOR 3.2 KM (2 MI) TO THE
 BH1870'AIRPORT ENTRANCE GATE, GO EAST FOR 0.2 KM (0.15 MI) TO THE TAXIWAY,
 BH1870'THEN RIGHT, SOUTH ON THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE STATION
 BH1870'ON THE LEFT, BETWEEN THE RUNWAY AND TAXIWAY.
 BH1870'
 BH1870'THE STATION IS A STANDARD NGS DISK
 BH1870'STAMPED---NICOLE 1986---,
 BH1870'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH1870'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BH1870'82.9 METERS (272 FT) SOUTH-SOUTHWEST FROM A GLIDE LIGHT VASI,
 BH1870'69.5 METERS (228 FT) NORTH-NORTHWEST FROM A GLIDE LIGHT VASI,
 BH1870'32 METERS (105 FT) SOUTHWEST FROM A RUNWAY LIGHT,
 BH1870'26.4 METERS (86.5 FT) WEST FROM THE WEST EDGE OF THE RUNWAY AND
 BH1870'0.5 METER (1.5 FT) EAST FROM A WITNESS POST.
 BH1870'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BH1870'STAMPED---NICOLE 1986---,
 BH1870'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BH1870'
 BH1870'DESCRIBED S.L. CRAIN, TYPED BY DEW.
 BH1870
 BH1870                          STATION RECOVERY (1986)
 BH1870
 BH1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1870'9.3 KM (5.75 MI) NW FROM SLIDELL.
 BH1870'THE MARK IS ABOVE LEVEL WITH GROUND.
 BH1870'4.8 KM (3.0 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BH1870'U.S. HIGHWAY 11 IN SLIDELL, THENCE 4.3 KM (2.75 MILES) NORTH ALONG
 BH1870'AIRPORT ROAD TO THE AIRPORT OFFICE, THENCE 0.2 KM (0.1 MILES) EAST TO
 BH1870'TAXIWAY, THENCE 0.1 KM (0.05 MILES) SOUTH ALONG TAXIWAY TO THE MARK ON
 BH1870'THE LEFT.  IT IS 26.5 METERS (87.0 FT) WEST OF THE WEST EDGE OF
 BH1870'RUNWAY, 127.7 METERS (419.0 FT) NORTH OF THE NORTH EDGE OF THE SOUTH
 BH1870'APPROACH TO RUNWAY AND 31.8 METERS (104.5 FT) SOUTHEAST OF A RUNWAY
 BH1870'LIGHT.
 BH1870'THE MARK IS 0.36 METERS  S FROM  A WITNESS POST
 BH1870
 BH1870                          STATION RECOVERY (1987)
 BH1870
 BH1870'RECOVERED 1987
 BH1870'RECOVERED IN GOOD CONDITION.
 BH1870
 BH1870                          STATION RECOVERY (1987)
 BH1870
 BH1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BH1870'THE STATION IS LOCATED IN THE SOUTH PART OF THE AIRPORT NEAR RUNWAY
 BH1870'END 35.  IT IS 478.5 FT (145.8 M) NNW OF THE CENTERLINE END OF RWY 35,
 BH1870'272 FT (82.9 M) SSW OF THE NORTHERLY VASI (35), 228 FT (69.5 M) NNW OF
 BH1870'THE SOUTHERLY VASI (35), 105 FT (32.0 M) SOUTHWEST OF THE THIRD RUNWAY
 BH1870'LIGHT NORTH OF THE END, AND 86.5 FT (26.4 M) WEST OF THE WEST EDGE OF
 BH1870'THE RUNWAY.  IT IS AN NGS HORIZONTAL CONTROL MARK DISK STAMPED NICOLE
 BH1870'1986, AND SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST FLUSH WITH
 BH1870'THE GROUND.
 BH1870
 BH1870                          STATION RECOVERY (1991)
 BH1870
 BH1870'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BH1870'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHEAST OF LACOMBE, 5.0
 BH1870'MI (8.0 KM) SOUTHWEST OF HICKORY AND 5.0 MI (8.0 KM) NORTHWEST OF
 BH1870'SLIDELL, AT THE SOUTH END OF THE SLIDELL AIRPORT.  OWNERSHIP--ST
 BH1870'TAMMANY PARISH, FOR ENTRANCE INTO THE AIRPORT, CONTACT MR. THOMAS
 BH1870'WATKINS, AIRPORT MANAGER, 62512 AIRPORT RD, SUITE 2, SLIDELL, LA
 BH1870'70460, TELEPHONE 504-641-7590.
 BH1870'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 12 AND
 BH1870'AIRPORT RD (EXIT 80), IN WEST SLIDELL, GO NORTH FOR 2.0 MI (3.2 KM)
 BH1870'ON AIRPORT RD TO THE AIRPORT ENTRANCE GATE, THEN GO EAST FOR 0.15 MI
 BH1870'(0.24 KM) THROUGH THE GATE TO THE TAXIWAY, TURN RIGHT AND GO SOUTH
 BH1870'FOR 0.1 MI (0.2 KM) ON THE TAXIWAY TO THE STATION ON THE LEFT, SET
 BH1870'BETWEEN THE RUNWAY AND TAXIWAY.
 BH1870'THE STATION IS 272.0 FT (82.9 M) SOUTH-SOUTHWEST FROM A GLIDE LIGHT
 BH1870'VASI, 228.0 FT (69.5 M) NORTH-NORTHWEST FROM A GLIDE LIGHT VASI,
 BH1870'105.0 FT (32.0 M) SOUTHWEST FROM A RUNWAY LIGHT, 86.5 FT (26.4 M)
 BH1870'WEST FROM THE WEST EDGE OF THE RUNWAY, 1.0 FT (0.3 M) EAST FROM A
 BH1870'FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT
 BH1870'LEVEL WITH THE RUNWAY.
 BH1870
 BH1870                          STATION RECOVERY (1992)
 BH1870
 BH1870'RECOVERED 1992
 BH1870'RECOVERED IN GOOD CONDITION.
 BH1870
 BH1870                          STATION RECOVERY (1993)
 BH1870
 BH1870'RECOVERED 1993
 BH1870'RECOVERED IN GOOD CONDITION.
 BH1870
 BH1870                          STATION RECOVERY (1995)
 BH1870
 BH1870'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BH1870'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHEAST OF LACOMBE, 5.0
 BH1870'MI (8.0 KM) SOUTHWEST OF HICKORY AND 5.0 MI (8.0 KM) NORTHWEST OF
 BH1870'DOWNTOWN SLIDELL, AT THE SLIDELL AIRPORT.  OWNERSHIP--CITY OF SLIDELL,
 BH1870'FOR ENTRANCE INTO THE AIRPORT CONTACT MS LAURA M.  ZAIDAIN, AIRPORT
 BH1870'MANAGER, 62512 AIRPORT ROAD, SUITE 2, SLIDELL, LA.  70460, TELEPHONE
 BH1870'504-641-7590. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 BH1870'HIGHWAY 12 AND AIRPORT ROAD (EXIT 80) , IN WEST SLIDELL, GO NORTH FOR
 BH1870'2.0 MI (3.2 KM) ON AIRPORT ROAD TO THE AIRPORT ENTRANCE, TURN RIGHT
 BH1870'AND GO EAST FOR 0.15 MI (0.24 KM) THROUGH A GATE ACROSS A PARKING AREA
 BH1870'TO THE TAXIWAY, TURN RIGHT AND GO SOUTH FOR 0.1 MI (0.2 KM) ON THE
 BH1870'TAXIWAY TO THE STATION ON THE LEFT, SET BETWEEN THE RUNWAY AND
 BH1870'TAXIWAY, 272.0 FT (82.9 M) SOUTH-SOUTHWEST FROM A VASI GLIDE LIGHT,
 BH1870'264.5 FT (80.6 M) EAST FROM THE CENTER OF THE TAXIWAY, 228.0 FT (69.5
 BH1870'M) NORTH-NORTHWEST FROM A VASI GLIDE LIGHT, 105.0 FT (32.0 M)
 BH1870'SOUTHWEST FROM A RUNWAY LIGHT, 5.0 FT (1.5 M) NORTH FROM THE EXTENDED
 BH1870'CENTER OF A TAXIWAY APPROACH LEADING TO THE NORTHSHORE AVIATION
 BH1870'HANGER, 1.0 FT (0.3 M) EAST FROM A FIBERGLASS WITNESS POST, FLUSH WITH
 BH1870'THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 BH1870
 BH1870                          STATION RECOVERY (2000)
 BH1870
 BH1870'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (RBS)
 BH1870'RECOVERED IN GOOD CONDITION.
 BH1870
 BH1870                          STATION RECOVERY (2004)
 BH1870
 BH1870'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 BH1870'RECOVERED IN GOOD CONDITION.
 BH1870
 BH1870                          STATION RECOVERY (2006)
 BH1870
 BH1870'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BH1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1871 ***********************************************************************
 BH1871  DESIGNATION -  NICOLE AZ MK
 BH1871  PID         -  BH1871
 BH1871  STATE/COUNTY-  LA/ST TAMMANY
 BH1871  USGS QUAD   -  SLIDELL (1994)
 BH1871
 BH1871                         *CURRENT SURVEY CONTROL
 BH1871  ___________________________________________________________________
 BH1871* NAD 83(1992)-  30 20 50.76088(N)    089 49 16.30436(W)     ADJUSTED  
 BH1871* NAVD 88     -         7.945  (meters)      26.07   (feet)  ADJUSTED  
 BH1871  ___________________________________________________________________
 BH1871  X           -      17,191.675 (meters)                     COMP
 BH1871  Y           -  -5,508,854.965 (meters)                     COMP
 BH1871  Z           -   3,203,660.408 (meters)                     COMP
 BH1871  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BH1871  ELLIP HEIGHT-         -19.00  (meters)          (01/02/04) GPS OBS
 BH1871  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BH1871  DYNAMIC HT  -           7.934 (meters)      26.03  (feet)  COMP
 BH1871  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BH1871
 BH1871  HORZ ORDER  -  THIRD
 BH1871  VERT ORDER  -  FIRST     CLASS II
 BH1871  ELLP ORDER  -  FOURTH    CLASS II
 BH1871
 BH1871.This mark is at Slidell Airport (6R0)
 BH1871
 BH1871.The horizontal coordinates were established by GPS observations
 BH1871.and adjusted by the National Geodetic Survey in May 1994..
 BH1871
 BH1871.The orthometric height was determined by differential leveling
 BH1871.and adjusted by the National Geodetic Survey in February 1994..
 BH1871
 BH1871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1871
 BH1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1871
 BH1871.The ellipsoidal height was determined by GPS observations
 BH1871.and is referenced to NAD 83.
 BH1871
 BH1871.The geoid height was determined by GEOID03.
 BH1871
 BH1871.The dynamic height is computed by dividing the NAVD 88
 BH1871.geopotential number by the normal gravity value computed on the
 BH1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1871.degrees latitude (g = 980.6199 gals.).
 BH1871
 BH1871.The modeled gravity was interpolated from observed gravity values.
 BH1871
 BH1871;                    North         East     Units Scale Factor Converg.
 BH1871;SPC LA S     -   205,737.896 1,145,377.270   MT  0.99994397   +0 45 21.9
 BH1871;SPC LA S     -   674,991.75  3,757,791.93   sFT  0.99994397   +0 45 21.9
 BH1871;UTM  16      - 3,360,659.946   228,800.991   MT  1.00050746   -1 25 34.5
 BH1871
 BH1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1871!SPC LA S     -   1.00000298  x   0.99994397  =   0.99994695
 BH1871!UTM  16      -   1.00000298  x   1.00050746  =   1.00051045
 BH1871
 BH1871:                Primary Azimuth Mark                     Grid Az
 BH1871:SPC LA S     -  NICOLE                                   179 06 24.6
 BH1871:UTM  16      -  NICOLE                                   181 17 21.0
 BH1871
 BH1871|---------------------------------------------------------------------|
 BH1871| PID    Reference Object                     Distance      Geod. Az  |
 BH1871|                                                           dddmmss.s |
 BH1871| BH1870 NICOLE                              APPROX. 0.7 KM 1795146.5 |
 BH1871|---------------------------------------------------------------------|
 BH1871
 BH1871                          SUPERSEDED SURVEY CONTROL
 BH1871
 BH1871  NAD 83(1992)-  30 20 50.76088(N)    089 49 16.30436(W) AD(       ) 3
 BH1871  ELLIP H (01/21/93)  -18.94   (m)                       GP(       ) 4 2
 BH1871  NAD 83(1986)-  30 20 50.77361(N)    089 49 16.30258(W) AD(       ) 3
 BH1871  NAD 27      -  30 20 50.07852(N)    089 49 16.05689(W) AD(       ) 3
 BH1871  NGVD 29 (11/20/87)    8.10   (m)           26.6    (f) LEVELING    3  
 BH1871
 BH1871.Superseded values are not recommended for survey control.
 BH1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1871.See file dsdata.txt to determine how the superseded data were derived.
 BH1871
 BH1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2880160660(NAD 83)
 BH1871_MARKER: DZ = AZIMUTH MARK DISK
 BH1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1871_SP_SET: CONCRETE POST
 BH1871_STAMPING: NICOLE 1986
 BH1871_MARK LOGO: NGS   
 BH1871_PROJECTION: FLUSH
 BH1871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1871+STABILITY: SURFACE MOTION
 BH1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1871+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1995
 BH1871
 BH1871  HISTORY     - Date     Condition        Report By
 BH1871  HISTORY     - 1986     MONUMENTED       NGS
 BH1871  HISTORY     - 1986     GOOD             NGS
 BH1871  HISTORY     - 19870323 GOOD
 BH1871  HISTORY     - 19870615 GOOD             NGS
 BH1871  HISTORY     - 19950905 GOOD             LADTD
 BH1871
 BH1871                          STATION DESCRIPTION
 BH1871
 BH1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BH1871'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHWEST OF SLIDELL AND
 BH1871'AT THE NORTH END OF THE SLIDELL AIRPORT.
 BH1871'OWNERSHIP--ST TAMMANY PARISH, FOR ENTRANCE INTO THE AIRFIELD
 BH1871'CONTACT MR. JOHN REEVES, 232 AIRPORT DR., SLIDELL, LA., 70458,
 BH1871'PHONE 504-641-2439.
 BH1871'
 BH1871'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 12 AND AIRPORT
 BH1871'ROAD, EXIT 80 IN SLIDELL, GO LEFT, WEST FOR 3.2 KM (2 MI) TO THE
 BH1871'AIRPORT ENTRANCE, GO EAST FOR 0.2 KM (0.15 MI) TO THE TAXIWAY, THEN
 BH1871'LEFT, NORTH ON THE TAXIWAY FOR 0.6 KM (0.4 MI) TO A RUNWAY APPROACH
 BH1871'AND THE STATION ON THE RIGHT.
 BH1871'
 BH1871'THE STATION IS A STANDARD NGS DISK
 BH1871'STAMPED---NICOLE 1986---,
 BH1871'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH1871'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BH1871'30.5 METERS (100 FT) SOUTHEAST FROM A TAXIWAY LIGHT,
 BH1871'21.8 METERS (71.5 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 BH1871'18.9 METERS (62 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY
 BH1871'APPROACH,
 BH1871'17.1 METERS (56 FT) SOUTHWEST FROM A TAXIWAY LIGHT AND
 BH1871'0.5 METERS (1.5 FT) EAST FROM A WITNESS POST.
 BH1871'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BH1871'STAMPED---NICOLE 1986---,
 BH1871'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BH1871'
 BH1871'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 BH1871
 BH1871                          STATION RECOVERY (1986)
 BH1871
 BH1871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1871'9.3 KM (5.8 MI) NW FROM SLIDELL.
 BH1871'4.8 KM (3.0 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BH1871'U.S. HIGHWAY 11 IN SLIDELL, THENCE 4.3 KM (2.75 MILES) NORTH ALONG
 BH1871'AIRPORT ROAD TO THE AIRPORT OFFICE, THENCE 0.2 KM (0.1 MILES) EAST TO
 BH1871'TAXIWAY, THENCE 0.5 KM (0.35 MILES) NORTH ALONG TAXIWAY TO THE MARK ON
 BH1871'THE RIGHT.  IT IS 21.9 METERS (72.0 FT) WEST OF THE WEST EDGE OF
 BH1871'RUNWAY AND 18.8 METERS (62.0 FT) SOUTH OF THE SOUTH EDGE OF THE NORTH
 BH1871'APPROACH TO RUNWAY.
 BH1871'THE MARK IS 0.42 METERS  N FROM  A WITNESS POST
 BH1871'THE MARK IS ABOVE LEVEL WITH GROUND.
 BH1871
 BH1871                          STATION RECOVERY (1987)
 BH1871
 BH1871'RECOVERED 1987
 BH1871'RECOVERED IN GOOD CONDITION.
 BH1871
 BH1871                          STATION RECOVERY (1987)
 BH1871
 BH1871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BH1871'THE STATION IS IN THE NORTH PART OF THE AIRPORT NEAR RUNWAY END 17. IT
 BH1871'IS 1166.3 FT (355.5 M) SSW OF THE CENTERLINE END OF RWY 17, 71.5 FT
 BH1871'(21.8 M) WEST OF THE WEST EDGE OF THE RUNWAY, 63.3 FT (19.3 M) WEST OF
 BH1871'THE FIRST TAXIWAY LIGHT WEST OF THE WEST EDGE OF THE RUNWAY, AND 62 FT
 BH1871'(18.9 M) SOUTH OF THE SOUTH EDGE OF THE CONNECTING TAXIWAY.  IT IS AN
 BH1871'NGS AZIMUTH MARK DISK STAMPED NICOLE 1986, AND SET IN THE TOP OF A 12
 BH1871'INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BH1871
 BH1871                          STATION RECOVERY (1995)
 BH1871
 BH1871'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BH1871'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHEAST OF LACOMBE, 5.0
 BH1871'MI (8.0 KM) SOUTHWEST OF HICKORY AND 5.0 MI (8.0 KM) NORTHWEST OF
 BH1871'DOWNTOWN SLIDELL.  OWNERSHIP--CITY OF SLIDELL, FOR ENTRANCE INTO THE
 BH1871'AIRPORT CONTACT MS LAURA M.  ZAIDAIN, AIRPORT MANAGER, 62512 AIRPORT
 BH1871'ROAD, SUITE 2, SLIDELL, LA.  70460, TELEPHONE 504-847-9831. TO REACH
 BH1871'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 12 AND AIRPORT
 BH1871'ROAD (EXIT 80) , IN WEST SLIDELL, GO NORTH FOR 2.0 MI (3.2 KM) ON
 BH1871'AIRPORT ROAD TO THE AIRPORT ENTRANCE, TURN RIGHT AND GO EAST FOR 0.15
 BH1871'MI (0.24 KM) THROUGH A GATE ACROSS A PARKING AREA TO THE TAXIWAY, TURN
 BH1871'LEFT AND GO NORTH FOR 0.4 MI (0.6 KM) ON THE TAXIWAY TO A RUNWAY
 BH1871'APPROACH, TURN RIGHT AND GO EAST FOR 0.05 MI (0.08 KM) ON THE RUNWAY
 BH1871'APPROACH TO THE RUNWAY AND THE STATION SET ON THE RIGHT, 280.0 FT
 BH1871'(85.3 M) EAST FROM THE CENTER OF THE TAXIWAY, 100.0 FT (30.5 M)
 BH1871'SOUTHEAST FROM A APPROACH LIGHT, 82.5 FT (25.1 M) SOUTH FROM THE
 BH1871'CENTER OF THE RUNWAY APPROACH, 72.0 FT (21.9 M) WEST FROM THE WEST
 BH1871'EDGE OF THE RUNWAY, 56.0 FT (17.1 M) SOUTHWEST FROM A APPROACH LIGHT,
 BH1871'1.5 FT (0.5 M) EAST FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE
 BH1871'GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2770 ***********************************************************************
 AU2770  DESIGNATION -  NINE MI PT LA P 1 BOILER 2 STK
 AU2770  PID         -  AU2770
 AU2770  STATE/COUNTY-  LA/JEFFERSON
 AU2770  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2770
 AU2770                         *CURRENT SURVEY CONTROL
 AU2770  ___________________________________________________________________
 AU2770* NAD 83(1992)-  29 56 51.93644(N)    090 08 46.45808(W)     ADJUSTED  
 AU2770* NAVD 88     -                                                        
 AU2770  **This station is located in a subsidence area (see below).
 AU2770  ___________________________________________________________________
 AU2770  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2770  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2770
 AU2770  HORZ ORDER  -  THIRD
 AU2770
 AU2770.The horizontal coordinates were established by classical geodetic methods
 AU2770.and adjusted by the National Geodetic Survey in January 1993..
 AU2770
 AU2770 ** The orthometric height has not been validated since last determined
 AU2770 ** by differential leveling and should not be used for control purposes.
 AU2770 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2770 ** area with valid NAVD 88 orthometric heights.
 AU2770 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2770 ** epoch indicated which incorporates improved geoid heights for the
 AU2770 ** Southern Louisiana Subsidence area.
 AU2770 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2770
 AU2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2770
 AU2770.The geoid height was determined by GEOID03.
 AU2770
 AU2770;                    North         East     Units Scale Factor Converg.
 AU2770;SPC LA S     -   161,069.495 1,114,587.811   MT  0.99992617   +0 35 36.8
 AU2770;SPC LA S     -   528,442.17  3,656,776.84   sFT  0.99992617   +0 35 36.8
 AU2770;UTM  15      - 3,316,422.898   775,440.286   MT  1.00053615   +1 25 31.9
 AU2770
 AU2770                          SUPERSEDED SURVEY CONTROL
 AU2770
 AU2770  NAD 83(1986)-  29 56 51.95213(N)    090 08 46.45742(W) AD(       ) 4
 AU2770  NAD 27      -  29 56 51.21245(N)    090 08 46.18830(W) AD(       ) 3
 AU2770
 AU2770.Superseded values are not recommended for survey control.
 AU2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2770.See file dsdata.txt to determine how the superseded data were derived.
 AU2770
 AU2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7544016423(NAD 83)
 AU2770_MARKER: 63 = STACK
 AU2770
 AU2770  HISTORY     - Date     Condition        Report By
 AU2770  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2770  HISTORY     - 19960912 GOOD             USPSQD
 AU2770
 AU2770                          STATION DESCRIPTION
 AU2770
 AU2770'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2773 ***********************************************************************
 AU2773  DESIGNATION -  NINE MI PT LA P 3 BOILER 2 STK
 AU2773  PID         -  AU2773
 AU2773  STATE/COUNTY-  LA/JEFFERSON
 AU2773  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2773
 AU2773                         *CURRENT SURVEY CONTROL
 AU2773  ___________________________________________________________________
 AU2773* NAD 83(1992)-  29 56 52.44718(N)    090 08 48.33266(W)     ADJUSTED  
 AU2773* NAVD 88     -                                                        
 AU2773  **This station is located in a subsidence area (see below).
 AU2773  ___________________________________________________________________
 AU2773  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2773  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2773
 AU2773  HORZ ORDER  -  THIRD
 AU2773
 AU2773.The horizontal coordinates were established by classical geodetic methods
 AU2773.and adjusted by the National Geodetic Survey in January 1993..
 AU2773
 AU2773 ** The orthometric height has not been validated since last determined
 AU2773 ** by differential leveling and should not be used for control purposes.
 AU2773 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2773 ** area with valid NAVD 88 orthometric heights.
 AU2773 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2773 ** epoch indicated which incorporates improved geoid heights for the
 AU2773 ** Southern Louisiana Subsidence area.
 AU2773 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2773
 AU2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2773
 AU2773.The geoid height was determined by GEOID03.
 AU2773
 AU2773;                    North         East     Units Scale Factor Converg.
 AU2773;SPC LA S     -   161,084.699 1,114,537.386   MT  0.99992617   +0 35 35.9
 AU2773;SPC LA S     -   528,492.05  3,656,611.41   sFT  0.99992617   +0 35 35.9
 AU2773;UTM  15      - 3,316,437.377   775,389.614   MT  1.00053580   +1 25 31.0
 AU2773
 AU2773                          SUPERSEDED SURVEY CONTROL
 AU2773
 AU2773  NAD 83(1986)-  29 56 52.46291(N)    090 08 48.33201(W) AD(       ) 4
 AU2773  NAD 27      -  29 56 51.72274(N)    090 08 48.06266(W) AD(       ) 3
 AU2773
 AU2773.Superseded values are not recommended for survey control.
 AU2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2773.See file dsdata.txt to determine how the superseded data were derived.
 AU2773
 AU2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7539016437(NAD 83)
 AU2773_MARKER: 63 = STACK
 AU2773
 AU2773  HISTORY     - Date     Condition        Report By
 AU2773  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2773  HISTORY     - 19960912 GOOD             USPSQD
 AU2773
 AU2773                          STATION DESCRIPTION
 AU2773
 AU2773'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2761 ***********************************************************************
 AU2761  DESIGNATION -  NINE MILE CROSSING W BK HI LN
 AU2761  PID         -  AU2761
 AU2761  STATE/COUNTY-  LA/JEFFERSON
 AU2761  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2761
 AU2761                         *CURRENT SURVEY CONTROL
 AU2761  ___________________________________________________________________
 AU2761* NAD 83(1992)-  29 56 48.85899(N)    090 08 39.89615(W)     ADJUSTED  
 AU2761* NAVD 88     -                                                        
 AU2761  **This station is located in a subsidence area (see below).
 AU2761  ___________________________________________________________________
 AU2761  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2761  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2761
 AU2761  HORZ ORDER  -  THIRD
 AU2761
 AU2761.The horizontal coordinates were established by classical geodetic methods
 AU2761.and adjusted by the National Geodetic Survey in January 1993..
 AU2761
 AU2761 ** The orthometric height has not been validated since last determined
 AU2761 ** by differential leveling and should not be used for control purposes.
 AU2761 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2761 ** area with valid NAVD 88 orthometric heights.
 AU2761 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2761 ** epoch indicated which incorporates improved geoid heights for the
 AU2761 ** Southern Louisiana Subsidence area.
 AU2761 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2761
 AU2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2761
 AU2761.The geoid height was determined by GEOID03.
 AU2761
 AU2761;                    North         East     Units Scale Factor Converg.
 AU2761;SPC LA S     -   160,976.570 1,114,764.735   MT  0.99992619   +0 35 40.1
 AU2761;SPC LA S     -   528,137.30  3,657,357.30   sFT  0.99992619   +0 35 40.1
 AU2761;UTM  15      - 3,316,332.496   775,618.649   MT  1.00053736   +1 25 35.0
 AU2761
 AU2761                          SUPERSEDED SURVEY CONTROL
 AU2761
 AU2761  NAD 83(1986)-  29 56 48.87490(N)    090 08 39.89565(W) AD(       ) 4
 AU2761  NAD 27      -  29 56 48.13879(N)    090 08 39.62862(W) AD(       ) 3
 AU2761
 AU2761.Superseded values are not recommended for survey control.
 AU2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2761.See file dsdata.txt to determine how the superseded data were derived.
 AU2761
 AU2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7561916332(NAD 83)
 AU2761_MARKER: 55 = TOWER
 AU2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2761+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 AU2761
 AU2761  HISTORY     - Date     Condition        Report By
 AU2761  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2761  HISTORY     - 1972     GOOD             NGS
 AU2761  HISTORY     - 19960912 GOOD             USPSQD
 AU2761  HISTORY     - 20030510 GOOD             USPSQD
 AU2761
 AU2761                          STATION DESCRIPTION
 AU2761
 AU2761'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2761'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4
 AU2761'LEGGED SELF SUPPORTED STEEL TOWER PAINTED IN ALTERNATE SECTIONS
 AU2761'OF ORANGE AND WHITE WITH A RED LIGHT ON THE TOP OF THE TOWER.
 AU2761'THE OVERALL HEIGHT IS 442 FEET.
 AU2761'
 AU2761'LOCATED ON THE EAST SIDE OF NINE MILE POINT, ON THE WEST BANK
 AU2761'OF THE MISSISSIPPI RIVER AND ATOP A LEVEE AT THE ENTRANCE TO
 AU2761'THE NINE MILE POINT STEAM ELECTRIC GENERATING STATION.
 AU2761'
 AU2761'POINT INTERSECTED WAS LIGHT ON TOP.
 AU2761
 AU2761                          STATION RECOVERY (1972)
 AU2761
 AU2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2761'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AU2761'IS ADEQUATE AND COMPLETE.
 AU2761'
 AU2761'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2761
 AU2761                          STATION RECOVERY (1996)
 AU2761
 AU2761'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2761'RECOVERED IN GOOD CONDITION.
 AU2761
 AU2761                          STATION RECOVERY (2003)
 AU2761
 AU2761'RECOVERY NOTE BY US POWER SQUADRON 2003 (SOL)
 AU2761'5-INCH LOGO CAP MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2765 ***********************************************************************
 AU2765  DESIGNATION -  NINE MILE CROSSING E BK HI LN
 AU2765  PID         -  AU2765
 AU2765  STATE/COUNTY-  LA/ORLEANS
 AU2765  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2765
 AU2765                         *CURRENT SURVEY CONTROL
 AU2765  ___________________________________________________________________
 AU2765* NAD 83(1992)-  29 57 01.54930(N)    090 08 12.19032(W)     ADJUSTED  
 AU2765* NAVD 88     -                                                        
 AU2765  **This station is located in a subsidence area (see below).
 AU2765  ___________________________________________________________________
 AU2765  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2765  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU2765
 AU2765  HORZ ORDER  -  THIRD
 AU2765
 AU2765.The horizontal coordinates were established by classical geodetic methods
 AU2765.and adjusted by the National Geodetic Survey in January 1993..
 AU2765
 AU2765 ** The orthometric height has not been validated since last determined
 AU2765 ** by differential leveling and should not be used for control purposes.
 AU2765 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2765 ** area with valid NAVD 88 orthometric heights.
 AU2765 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2765 ** epoch indicated which incorporates improved geoid heights for the
 AU2765 ** Southern Louisiana Subsidence area.
 AU2765 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2765
 AU2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2765
 AU2765.The geoid height was determined by GEOID03.
 AU2765
 AU2765;                    North         East     Units Scale Factor Converg.
 AU2765;SPC LA S     -   161,375.014 1,115,503.519   MT  0.99992613   +0 35 54.0
 AU2765;SPC LA S     -   529,444.53  3,659,781.13   sFT  0.99992613   +0 35 54.0
 AU2765;UTM  15      - 3,316,741.877   776,352.019   MT  1.00054236   +1 25 49.4
 AU2765
 AU2765                          SUPERSEDED SURVEY CONTROL
 AU2765
 AU2765  NAD 83(1986)-  29 57 01.56454(N)    090 08 12.18966(W) AD(       ) 4
 AU2765  NAD 27      -  29 57 00.82941(N)    090 08 11.92459(W) AD(       ) 3
 AU2765
 AU2765.Superseded values are not recommended for survey control.
 AU2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2765.See file dsdata.txt to determine how the superseded data were derived.
 AU2765
 AU2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7635216742(NAD 83)
 AU2765_MARKER: 55 = TOWER
 AU2765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2765+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 AU2765
 AU2765  HISTORY     - Date     Condition        Report By
 AU2765  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2765  HISTORY     - 1972     GOOD             NGS
 AU2765  HISTORY     - 20030510 GOOD             USPSQD
 AU2765
 AU2765                          STATION DESCRIPTION
 AU2765
 AU2765'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2765'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4
 AU2765'LEGGED SELF SUPPORTED STEEL TOWER PAINTED IN ALTERNATE SECTIONS
 AU2765'OF ORANGE AND WHITE WITH A RED LIGHT ON THE TOP OF THE TOWER.
 AU2765'THE OVERALL HEIGHT IS 442 FEET.
 AU2765'
 AU2765'LOCATED IN THE WEST SECTION OF CARROLLTON, ON THE EAST BANK OF
 AU2765'THE MISSISSIPPI RIVER AND ATOP A LEVEE AT THE INTERSECTION
 AU2765'OF LEAKE AVENUE AND GEN. OGDEN STREET.
 AU2765'
 AU2765'POINT INTERSECTED WAS LIGHT ON TOP.
 AU2765
 AU2765                          STATION RECOVERY (1972)
 AU2765
 AU2765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2765'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 AU2765'IS ADEQUATE.
 AU2765'
 AU2765'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2765
 AU2765                          STATION RECOVERY (2003)
 AU2765
 AU2765'RECOVERY NOTE BY US POWER SQUADRON 2003 (SOL)
 AU2765'5-INCH LOGO CAP MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2771 ***********************************************************************
 AU2771  DESIGNATION -  NINE MILE PT LA P AND L TANK
 AU2771  PID         -  AU2771
 AU2771  STATE/COUNTY-  LA/JEFFERSON
 AU2771  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2771
 AU2771                         *CURRENT SURVEY CONTROL
 AU2771  ___________________________________________________________________
 AU2771* NAD 83(1992)-  29 56 52.15558(N)    090 08 44.49609(W)     ADJUSTED  
 AU2771* NAVD 88     -                                                        
 AU2771  **This station is located in a subsidence area (see below).
 AU2771  ___________________________________________________________________
 AU2771  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2771  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2771
 AU2771  HORZ ORDER  -  THIRD
 AU2771
 AU2771.The horizontal coordinates were established by classical geodetic methods
 AU2771.and adjusted by the National Geodetic Survey in January 1993..
 AU2771
 AU2771 ** The orthometric height has not been validated since last determined
 AU2771 ** by differential leveling and should not be used for control purposes.
 AU2771 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2771 ** area with valid NAVD 88 orthometric heights.
 AU2771 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2771 ** epoch indicated which incorporates improved geoid heights for the
 AU2771 ** Southern Louisiana Subsidence area.
 AU2771 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2771
 AU2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2771
 AU2771.The geoid height was determined by GEOID03.
 AU2771
 AU2771;                    North         East     Units Scale Factor Converg.
 AU2771;SPC LA S     -   161,076.787 1,114,640.347   MT  0.99992617   +0 35 37.8
 AU2771;SPC LA S     -   528,466.09  3,656,949.21   sFT  0.99992617   +0 35 37.8
 AU2771;UTM  15      - 3,316,430.957   775,492.742   MT  1.00053650   +1 25 32.9
 AU2771
 AU2771                          SUPERSEDED SURVEY CONTROL
 AU2771
 AU2771  NAD 83(1986)-  29 56 52.17089(N)    090 08 44.49538(W) AD(       ) 4
 AU2771  NAD 27      -  29 56 51.43707(N)    090 08 44.21948(W) AD(       ) 3
 AU2771
 AU2771.Superseded values are not recommended for survey control.
 AU2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2771.See file dsdata.txt to determine how the superseded data were derived.
 AU2771
 AU2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7549316431(NAD 83)
 AU2771_MARKER: 53 = ELEVATED TANK
 AU2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2771+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 AU2771
 AU2771  HISTORY     - Date     Condition        Report By
 AU2771  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2771  HISTORY     - 1972     GOOD             NGS
 AU2771  HISTORY     - 19960912 GOOD             USPSQD
 AU2771  HISTORY     - 20030510 GOOD             USPSQD
 AU2771
 AU2771                          STATION DESCRIPTION
 AU2771
 AU2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2771'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE NORTHWEST OF WESTWEGO
 AU2771'AT NINEMILE POINT ON THE GROUNDS OF THE LOUISIANA POWER AND
 AU2771'LIGHT COMPANY.
 AU2771'
 AU2771'IT IS A FOUR LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE
 AU2771'TANK PROPER, HAS A DOME SHAPED ROOF AND AN OVER-ALL HEIGHT OF
 AU2771'133.0 FEET.
 AU2771'
 AU2771'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 AU2771
 AU2771                          STATION RECOVERY (1972)
 AU2771
 AU2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2771'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION
 AU2771'IS ADEQUATE.
 AU2771'
 AU2771'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE TANK.
 AU2771
 AU2771                          STATION RECOVERY (1996)
 AU2771
 AU2771'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2771'RECOVERED IN GOOD CONDITION.
 AU2771
 AU2771                          STATION RECOVERY (2003)
 AU2771
 AU2771'RECOVERY NOTE BY US POWER SQUADRON 2003 (SOL)
 AU2771'5-INCH LOGO CAP MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2792 ***********************************************************************
 AU2792  DESIGNATION -  NINE MILE PT LA P AND L MAST
 AU2792  PID         -  AU2792
 AU2792  STATE/COUNTY-  LA/JEFFERSON
 AU2792  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2792
 AU2792                         *CURRENT SURVEY CONTROL
 AU2792  ___________________________________________________________________
 AU2792* NAD 83(1992)-  29 56 37.39430(N)    090 08 46.76751(W)     ADJUSTED  
 AU2792* NAVD 88     -                                                        
 AU2792  **This station is located in a subsidence area (see below).
 AU2792  ___________________________________________________________________
 AU2792  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2792  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AU2792
 AU2792  HORZ ORDER  -  THIRD
 AU2792
 AU2792.The horizontal coordinates were established by classical geodetic methods
 AU2792.and adjusted by the National Geodetic Survey in January 1993..
 AU2792
 AU2792 ** The orthometric height has not been validated since last determined
 AU2792 ** by differential leveling and should not be used for control purposes.
 AU2792 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2792 ** area with valid NAVD 88 orthometric heights.
 AU2792 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2792 ** epoch indicated which incorporates improved geoid heights for the
 AU2792 ** Southern Louisiana Subsidence area.
 AU2792 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2792
 AU2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2792
 AU2792.The geoid height was determined by GEOID03.
 AU2792
 AU2792;                    North         East     Units Scale Factor Converg.
 AU2792;SPC LA S     -   160,621.683 1,114,584.153   MT  0.99992624   +0 35 36.7
 AU2792;SPC LA S     -   526,972.97  3,656,764.84   sFT  0.99992624   +0 35 36.7
 AU2792;UTM  15      - 3,315,974.807   775,443.131   MT  1.00053617   +1 25 31.1
 AU2792
 AU2792                          SUPERSEDED SURVEY CONTROL
 AU2792
 AU2792  NAD 83(1986)-  29 56 37.40962(N)    090 08 46.76683(W) AD(       ) 4
 AU2792  NAD 27      -  29 56 36.67373(N)    090 08 46.49997(W) AD(       ) 3
 AU2792
 AU2792.Superseded values are not recommended for survey control.
 AU2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2792.See file dsdata.txt to determine how the superseded data were derived.
 AU2792
 AU2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7544315975(NAD 83)
 AU2792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2792+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 AU2792
 AU2792  HISTORY     - Date     Condition        Report By
 AU2792  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2792  HISTORY     - 20030510 GOOD             USPSQD
 AU2792
 AU2792                          STATION DESCRIPTION
 AU2792
 AU2792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2792'THE NINE MILE POINT, LOUISIANA POWER AND LIGHT COMPANY RADIO STATION
 AU2792'KKF 238 MAST IS LOCATED ABOUT 3 MILES NORTHWEST OF WESTWEGO AT THE
 AU2792'NINE MILE POINT ON THE GROUNDS OF THE LOUISIANA POWER AND LIGHT
 AU2792'COMPANY.
 AU2792'
 AU2792'IT IS A TRIANGULAR IN CROSS SECTION STEEL STRUCTURE, GUYED, PAINTED
 AU2792'ALTERNATE RED AND WHITE BY SECTIONS, AND HAS TWO DISH TYPE
 AU2792'REFLECTORS. THE OVERALL HEIGHT IS 275 FEET.
 AU2792'
 AU2792'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2792
 AU2792                          STATION RECOVERY (2003)
 AU2792
 AU2792'RECOVERY NOTE BY US POWER SQUADRON 2003 (SOL)
 AU2792'5-INCH LOGO CAP MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3312 ***********************************************************************
 AU3312  DESIGNATION -  NINEMILE
 AU3312  PID         -  AU3312
 AU3312  STATE/COUNTY-  LA/JEFFERSON
 AU3312  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3312
 AU3312                         *CURRENT SURVEY CONTROL
 AU3312  ___________________________________________________________________
 AU3312* NAD 83(1992)-  29 56 57.58312(N)    090 08 43.56804(W)     ADJUSTED  
 AU3312* NAVD 88     -        10.4  **(meters)      34.   **(feet)  VERTCON   
 AU3312  **This station is located in a subsidence area (see below).
 AU3312  ___________________________________________________________________
 AU3312  X           -     -14,039.611 (meters)                     COMP
 AU3312  Y           -  -5,531,031.551 (meters)                     COMP
 AU3312  Z           -   3,165,500.157 (meters)                     COMP
 AU3312  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU3312  ELLIP HEIGHT-         -15.73  (meters)          (09/30/02) GPS OBS
 AU3312  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU3312
 AU3312  HORZ ORDER  -  FIRST
 AU3312  ELLP ORDER  -  FOURTH    CLASS II
 AU3312
 AU3312.The horizontal coordinates were established by GPS observations
 AU3312.and adjusted by the National Geodetic Survey in January 1993..
 AU3312
 AU3312 ** The orthometric height has not been validated since last determined
 AU3312 ** by differential leveling and should not be used for control purposes.
 AU3312 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3312 ** area with valid NAVD 88 orthometric heights.
 AU3312 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3312 ** epoch indicated which incorporates improved geoid heights for the
 AU3312 ** Southern Louisiana Subsidence area.
 AU3312 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3312
 AU3312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3312
 AU3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3312
 AU3312.The ellipsoidal height was determined by GPS observations
 AU3312.and is referenced to NAD 83.
 AU3312
 AU3312.The geoid height was determined by GEOID03.
 AU3312
 AU3312;                    North         East     Units Scale Factor Converg.
 AU3312;SPC LA S     -   161,244.149 1,114,663.497   MT  0.99992615   +0 35 38.3
 AU3312;SPC LA S     -   529,015.18  3,657,025.16   sFT  0.99992615   +0 35 38.3
 AU3312;UTM  15      - 3,316,598.739   775,513.473   MT  1.00053664   +1 25 33.6
 AU3312
 AU3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3312!SPC LA S     -   1.00000247  x   0.99992615  =   0.99992862
 AU3312!UTM  15      -   1.00000247  x   1.00053664  =   1.00053911
 AU3312
 AU3312                          SUPERSEDED SURVEY CONTROL
 AU3312
 AU3312  ELLIP H (01/21/93)  -15.71   (m)                       GP(       ) 4 2
 AU3312  NAD 83(1986)-  29 56 57.59958(N)    090 08 43.56642(W) AD(       ) 1
 AU3312  NAD 27      -  29 56 56.86441(N)    090 08 43.30110(W) AD(       ) 1
 AU3312  NGVD 29 (05/20/88)   10.5    (m)           34.     (f) GPS OBS        
 AU3312
 AU3312.Superseded values are not recommended for survey control.
 AU3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3312.See file dsdata.txt to determine how the superseded data were derived.
 AU3312
 AU3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7551316599(NAD 83)
 AU3312_MARKER: DS = TRIANGULATION STATION DISK
 AU3312_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AU3312+WITH SETTING: PAVEMENT
 AU3312_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3312+STABILITY: SURFACE MOTION
 AU3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU3312+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 AU3312
 AU3312  HISTORY     - Date     Condition        Report By
 AU3312  HISTORY     - 1987     MONUMENTED       LADTD
 AU3312  HISTORY     - 20030510 GOOD             USPSQD
 AU3312
 AU3312                          STATION DESCRIPTION
 AU3312
 AU3312'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3312'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 AU3312'EAST OF THE CENTER OF THE HUEY P LONG BRIDGE,
 AU3312'5 KM (3 MI) NORTH OF WESTWEGO,AND
 AU3312'0.6 KM (0.4 MI) SOUTHEAST OF THE TIP OF NINEMILE POINT NEAR MILE
 AU3312'POST 105 ON THE MISSISSIPPI RIVER LEVEE.
 AU3312'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTOR,
 AU3312'403 BARATARIA BOULEVARD, MARRERO, LA.  PHONE 504-340-0318.
 AU3312'
 AU3312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU3312'HIGHWAY 18 AT THE TRAFFIC CIRCLE AT THE SOUTH END OF THE HUEY P
 AU3312'BRIDGE IN BRIDGE CITY, GO EAST FOR 2.08 KM (1.3 MI) ON HIGHWAY 18
 AU3312'TO A T-ROAD AT THE LEVEE.
 AU3312'TURN LEFT AND GO NORTH FOR 1.46 KM (0.9 MI) ON STATE HIGHWAY 541 TO
 AU3312'A LEVEE RAMP ON THE RIGHT AT AN OVERHEAD CONVEYOR.  BEAR RIGHT ON
 AU3312'THE RAMP FOR 0.06 KM (0.05 MI) TO THE LEVEE ROAD.
 AU3312'TURN LEFT AND GO NORTH FOR 1.27 KM (0.8 MI) ON THE LEVEE TO THE
 AU3312'HIGHEST POINT ON THE LEVEE ROAD AND A CONCRETE PAD IN THE ROAD AT A
 AU3312'CRANE HOIST AND GENERATORS ON THE RIGHT AND THE STATION SET IN THE
 AU3312'PAD.
 AU3312'
 AU3312'THE STATION IS A STANDARD NGS DISK
 AU3312'STAMPED---NINEMILE JPW 1987---,
 AU3312'SET INTO A DRILL HOLE ON THE NORTH SIDE OF A LARGE CONCRETE PAD.
 AU3312'37.2 METERS (122 FT) NORTHWEST FROM THE WEST END OF A TWIN WATER
 AU3312'WELL HEAD,
 AU3312'24.1 METERS (79 FT) SOUTHWEST FROM THE WEST CORNER OF A CRANE HOIST,
 AU3312'16.6 METERS (54.5 FT) EAST FROM A LEVEE MARKER, AND
 AU3312'3 METERS (9.8 FT) NORTH-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD
 AU3312
 AU3312                          STATION RECOVERY (2003)
 AU3312
 AU3312'RECOVERY NOTE BY US POWER SQUADRON 2003 (SOL)
 AU3312'5-INCH LOGO CAP MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3313 ***********************************************************************
 AU3313  DESIGNATION -  NINETY
 AU3313  PID         -  AU3313
 AU3313  STATE/COUNTY-  LA/ST CHARLES
 AU3313  USGS QUAD   -  LULING (1992)
 AU3313
 AU3313                         *CURRENT SURVEY CONTROL
 AU3313  ___________________________________________________________________
 AU3313* NAD 83(1992)-  29 54 49.07089(N)    090 15 58.43908(W)     ADJUSTED  
 AU3313* NAVD 88     -         2.3  **(meters)       8.   **(feet)  VERTCON   
 AU3313  **This station is located in a subsidence area (see below).
 AU3313  ___________________________________________________________________
 AU3313  X           -     -25,709.866 (meters)                     COMP
 AU3313  Y           -  -5,532,957.174 (meters)                     COMP
 AU3313  Z           -   3,162,066.819 (meters)                     COMP
 AU3313  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AU3313  ELLIP HEIGHT-         -23.73  (meters)          (09/30/02) GPS OBS
 AU3313  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU3313
 AU3313  HORZ ORDER  -  FIRST
 AU3313  ELLP ORDER  -  FOURTH    CLASS II
 AU3313
 AU3313.The horizontal coordinates were established by GPS observations
 AU3313.and adjusted by the National Geodetic Survey in January 1993..
 AU3313
 AU3313 ** The orthometric height has not been validated since last determined
 AU3313 ** by differential leveling and should not be used for control purposes.
 AU3313 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3313 ** area with valid NAVD 88 orthometric heights.
 AU3313 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3313 ** epoch indicated which incorporates improved geoid heights for the
 AU3313 ** Southern Louisiana Subsidence area.
 AU3313 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3313
 AU3313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3313
 AU3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3313
 AU3313.The ellipsoidal height was determined by GPS observations
 AU3313.and is referenced to NAD 83.
 AU3313
 AU3313.The geoid height was determined by GEOID03.
 AU3313
 AU3313;                    North         East     Units Scale Factor Converg.
 AU3313;SPC LA S     -   157,172.729 1,103,040.552   MT  0.99992690   +0 32 00.8
 AU3313;SPC LA S     -   515,657.53  3,618,892.21   sFT  0.99992690   +0 32 00.8
 AU3313;UTM  15      - 3,312,356.700   763,944.211   MT  1.00045963   +1 21 50.8
 AU3313
 AU3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3313!SPC LA S     -   1.00000373  x   0.99992690  =   0.99993063
 AU3313!UTM  15      -   1.00000373  x   1.00045963  =   1.00046336
 AU3313
 AU3313                          SUPERSEDED SURVEY CONTROL
 AU3313
 AU3313  ELLIP H (01/21/93)  -23.71   (m)                       GP(       ) 4 2
 AU3313  NAD 83(1986)-  29 54 49.08770(N)    090 15 58.43847(W) AD(       ) 1
 AU3313  NAD 27      -  29 54 48.34888(N)    090 15 58.15966(W) AD(       ) 1
 AU3313  NGVD 29 (05/20/88)    2.4    (m)            8.     (f) GPS OBS        
 AU3313
 AU3313.Superseded values are not recommended for survey control.
 AU3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3313.See file dsdata.txt to determine how the superseded data were derived.
 AU3313
 AU3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6394412357(NAD 83)
 AU3313_MARKER: DS = TRIANGULATION STATION DISK
 AU3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3313_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3313+STABILITY: SURFACE MOTION
 AU3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3313+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3313
 AU3313  HISTORY     - Date     Condition        Report By
 AU3313  HISTORY     - 1987     MONUMENTED       LADTD
 AU3313
 AU3313                          STATION DESCRIPTION
 AU3313
 AU3313'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3313'THE STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTH OF KENNER AND
 AU3313'0.5 KM (0.3 MI) EAST OF THE ST CHARLES-JEFFERSON PARISH LINE ALONG
 AU3313'U.S. HIGHWAY 90.
 AU3313'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTOR,
 AU3313'403 BARATARIA BOULEVARD, MARRERO, LA.  PHONE 504-340-0318.
 AU3313'
 AU3313'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU3313'AVONDALE GARDEN ROAD IN AVONDALE, GO WEST FOR
 AU3313'5.3 KM (3.3 MI) ON HIGHWAY 90 TO THE STATION ON THE LEFT.
 AU3313'
 AU3313'THE STATION IS A STANDARD NGS DISK
 AU3313'STAMPED---NINETY JPW 1987---,
 AU3313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3313'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3313'30 METERS (98.4 FT) NORTHWEST FROM THE CENTER OF A LEVEE GATE,
 AU3313'22.8 METERS (74.8 FT) SOUTH FROM THE CENTER OF THE EAST BOUND
 AU3313'HIGHWAY LANES,
 AU3313'17.2 METERS (56.4 FT) EAST-SOUTHEAST FROM A UTILITY POLE,
 AU3313'7.5 METERS (24.6 FT) WEST-SOUTHWEST FROM THE CENTER OF THE LEVEE
 AU3313'ROAD AND
 AU3313'0.3 METERS (1 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 AU3313'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3313'STAMPED---NINETY JPW 1987---,
 AU3313'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3314 ***********************************************************************
 AU3314  DESIGNATION -  NINETY AZ MK
 AU3314  PID         -  AU3314
 AU3314  STATE/COUNTY-  LA/ST CHARLES
 AU3314  USGS QUAD   -  LULING (1992)
 AU3314
 AU3314                         *CURRENT SURVEY CONTROL
 AU3314  ___________________________________________________________________
 AU3314* NAD 83(1992)-  29 54 52.31450(N)    090 16 25.34610(W)     ADJUSTED  
 AU3314* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AU3314  **This station is located in a subsidence area (see below).
 AU3314  ___________________________________________________________________
 AU3314  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU3314  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU3314
 AU3314  HORZ ORDER  -  SECOND
 AU3314
 AU3314.The horizontal coordinates were established by classical geodetic methods
 AU3314.and adjusted by the National Geodetic Survey in January 1993..
 AU3314.No horizontal observational check was made to the station.
 AU3314
 AU3314 ** The orthometric height has not been validated since last determined
 AU3314 ** by differential leveling and should not be used for control purposes.
 AU3314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3314 ** area with valid NAVD 88 orthometric heights.
 AU3314 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3314 ** epoch indicated which incorporates improved geoid heights for the
 AU3314 ** Southern Louisiana Subsidence area.
 AU3314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3314
 AU3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3314
 AU3314.The geoid height was determined by GEOID03.
 AU3314
 AU3314;                    North         East     Units Scale Factor Converg.
 AU3314;SPC LA S     -   157,265.897 1,102,317.934   MT  0.99992687   +0 31 47.4
 AU3314;SPC LA S     -   515,963.20  3,616,521.42   sFT  0.99992687   +0 31 47.4
 AU3314;UTM  15      - 3,312,439.428   763,219.934   MT  1.00045492   +1 21 37.5
 AU3314
 AU3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3314!SPC LA S     -   1.00000398  x   0.99992687  =   0.99993085
 AU3314!UTM  15      -   1.00000398  x   1.00045492  =   1.00045890
 AU3314
 AU3314                          SUPERSEDED SURVEY CONTROL
 AU3314
 AU3314  NAD 83(1986)-  29 54 52.33131(N)    090 16 25.34548(W) AD(       ) 2
 AU3314  NAD 27      -  29 54 51.59260(N)    090 16 25.06597(W) AD(       ) 2
 AU3314  NGVD 29 (05/20/88)    0.7    (m)            2.     (f) VERT ANG       
 AU3314
 AU3314.Superseded values are not recommended for survey control.
 AU3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3314.See file dsdata.txt to determine how the superseded data were derived.
 AU3314
 AU3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6322012439(NAD 83)
 AU3314_MARKER: DZ = AZIMUTH MARK DISK
 AU3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3314_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3314+STABILITY: SURFACE MOTION
 AU3314
 AU3314  HISTORY     - Date     Condition        Report By
 AU3314  HISTORY     - 1987     MONUMENTED       LADTD
 AU3314
 AU3314                          STATION DESCRIPTION
 AU3314
 AU3314'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3314'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 AU3314'SOUTH OF SOUTH KENNER,
 AU3314'0.5 KM (0.3 MI) EAST OF THE JEFFERSON-ST. CHARLES PARISH LINE ALONG
 AU3314'U.S. HIGHWAY 90.
 AU3314'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C O LEO DUETT, DIRECTOR,
 AU3314'403 BARATARIA BOULEVARD, MARRERO LA 70072. PHONE 504-340-0318.
 AU3314'
 AU3314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU3314'AVONDALE GARDEN ROAD IN AVONDALE, GO WEST FOR
 AU3314'5.3 KM (3.3 MI) ON HIGHWAY 90 TO A LEVEE LEADING SOUTH AND THE
 AU3314'STATION ON THE LEFT.
 AU3314'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.74 KM (0.45 MI) ON
 AU3314'HIGHWAY 90 TO THE AZIMUTH MARK ON THE RIGHT JUST BEFORE REACHING A
 AU3314'BRIDGE.
 AU3314'
 AU3314'THE STATION IS A STANDARD NGS DISK
 AU3314'STAMPED---NINETY JPW 1987---,
 AU3314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3314'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3314'52.9 METERS (173.7 FT) EAST FROM A ENTRANCE TO A SMALL, FENCED FAA
 AU3314'INSTALLATION,
 AU3314'17.0 METERS (55.8 FT) NORTH FROM THE CENTER OF THE WEST BOUND
 AU3314'HIGHWAY LANES,
 AU3314'10.2 METERS (33.5 FT) SOUTHWEST FROM A UTILITY POLE WITH A
 AU3314'TRANSFORMER ATTACHED,
 AU3314'0.7 METERS (2.3 FT) SOUTH FROM A UTILITY POLE, AND
 AU3314'0.6 METERS (2.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1243 ***********************************************************************
 AT1243  DESIGNATION -  NIS 1934
 AT1243  PID         -  AT1243
 AT1243  STATE/COUNTY-  LA/JEFFERSON
 AT1243  USGS QUAD   -  WILKINSON BAY (1992)
 AT1243
 AT1243                         *CURRENT SURVEY CONTROL
 AT1243  ___________________________________________________________________
 AT1243* NAD 83(1992)-  29 28 14.80476(N)    089 59 25.66379(W)     ADJUSTED  
 AT1243* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1243  **This station is located in a subsidence area (see below).
 AT1243  ___________________________________________________________________
 AT1243  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AT1243  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AT1243
 AT1243  HORZ ORDER  -  THIRD
 AT1243
 AT1243.The horizontal coordinates were established by classical geodetic methods
 AT1243.and adjusted by the National Geodetic Survey in January 1993..
 AT1243
 AT1243 ** The orthometric height has not been validated since last determined
 AT1243 ** by differential leveling and should not be used for control purposes.
 AT1243 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1243 ** area with valid NAVD 88 orthometric heights.
 AT1243 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1243 ** epoch indicated which incorporates improved geoid heights for the
 AT1243 ** Southern Louisiana Subsidence area.
 AT1243 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1243.The orthometric height was scaled from a topographic map.
 AT1243
 AT1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1243
 AT1243.The geoid height was determined by GEOID03.
 AT1243
 AT1243;                    North         East     Units Scale Factor Converg.
 AT1243;SPC LA S     -   108,370.032 1,130,243.476   MT  0.99996824   +0 40 17.2
 AT1243;SPC LA S     -   355,544.01  3,708,140.47   sFT  0.99996824   +0 40 17.2
 AT1243;UTM  16      - 3,263,871.338   209,990.389   MT  1.00063792   -1 28 20.2
 AT1243;UTM  15      - 3,263,919.059   791,860.416   MT  1.00065121   +1 28 54.0
 AT1243
 AT1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1243!SPC LA S     -   1.00000386  x   0.99996824  =   0.99997210
 AT1243!UTM  16      -   1.00000386  x   1.00063792  =   1.00064179
 AT1243!UTM  15      -   1.00000386  x   1.00065121  =   1.00065508
 AT1243
 AT1243                          SUPERSEDED SURVEY CONTROL
 AT1243
 AT1243  NAD 83(1986)-  29 28 14.81825(N)    089 59 25.67029(W) AD(       ) 3
 AT1243  NAD 27      -  29 28 14.04000(N)    089 59 25.41600(W) AD(       ) 3
 AT1243
 AT1243.Superseded values are not recommended for survey control.
 AT1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1243.See file dsdata.txt to determine how the superseded data were derived.
 AT1243
 AT1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT0999063871(NAD 83)
 AT1243_MARKER: DD = SURVEY DISK
 AT1243_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1243_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1243
 AT1243  HISTORY     - Date     Condition        Report By
 AT1243  HISTORY     - 1934     MONUMENTED       CGS
 AT1243  HISTORY     - 1852     GOOD             CGS
 AT1243  HISTORY     - 1954     POOR             CGS
 AT1243  HISTORY     - 19750405 MARK NOT FOUND   NGS
 AT1243
 AT1243                          STATION DESCRIPTION
 AT1243
 AT1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1243'ON THE EASTERN SIDE
 AT1243'OF BAYOU ST.
 AT1243'DENIS, NEARLY OPPOSITE THE ENTRANCE TO MUD LAKE,
 AT1243'ABOUT 2 MILES S OF CUTLER
 AT1243'LIGHT, 220 METERS (722 FEET) FROM
 AT1243'THE END OF A POINT FORMED BY BAYOU ST. DENIS
 AT1243'AND A SMALL BAYOU,
 AT1243'LEADING INTO THE N, 71 METERS (233 FEET) FROM THE HIGH WATER
 AT1243'OF THE SMALL
 AT1243'BAYOU, AND 9 METERS (30 FEET) FROM THE HIGH WATER OF
 AT1243'BAYOU ST. DENIS.  THE
 AT1243'STATION IS MARKED BY A STANDARD BRONZE
 AT1243'HYDROGRAPHIC DISK SET IN THE TOP OF A TILE.
 AT1243
 AT1243                          STATION RECOVERY (1852)
 AT1243
 AT1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1852 (ALP)
 AT1243'STATION WAS RECOVERED IN GOOD CONDITION.
 AT1243'THE ORIGINAL
 AT1243'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION
 AT1243'FOLLOWS-
 AT1243'
 AT1243'STATION IS LOCATED ON THE E SIDE OF BAYOU ST. DENIS, OPPOSITE
 AT1243'THE MOUTH OF MUD
 AT1243'LAKE ON A SMALL TRIANGULAR-SHAPED ISLAND, ON THE
 AT1243'W SHORE ABOUT HALFWAY OF THE ISLAND
 AT1243'AND 2 FT. INSHORE, AND UNDER
 AT1243'A 12-FT. CREOSOTED WOODEN STAND.  IT IS A STANDARD
 AT1243'HYDROGRAPHIC-STATION
 AT1243'DISK, STAMPED NIS 1934 AND SET IN A CONCRETE FILLED PIPE
 AT1243'PROJECTING 8 IN.  ABOVE THE GROUND.
 AT1243
 AT1243                          STATION RECOVERY (1954)
 AT1243
 AT1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHP)
 AT1243'MONUMENT IS NOW 1 FT. FROM
 AT1243'THE HIGH WATER
 AT1243'MARK OF BAYOU ST. DENIS, AND IN ABOUT 3 FT. OF
 AT1243'WATER.  MONUMENT IS UNSTABLE.
 AT1243'OVER MONUMENT IS A CREOSOTED TOWER
 AT1243'IN FAIR CONDITION BUT LEANING TO THE W.  JUST S
 AT1243'OF THE SMALL
 AT1243'BAYOU LEADING TO THE NE, ANOTHER SMALL BAYOU LEADS TO THE E THENCE
 AT1243'S FORMING A
 AT1243'SMALL ISLAND.  THE MONUMENT IS SW OF THE APPROXIMATE
 AT1243'CENTER OF THE W SHORE OF THIS
 AT1243'ISLAND.  IT IS STAMPED NIS 1934.
 AT1243
 AT1243                          STATION RECOVERY (1975)
 AT1243
 AT1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PGH)
 AT1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4469 ***********************************************************************
 AJ4469  DESIGNATION -  NLCOG NEW BASE SHREVEPORT
 AJ4469  PID         -  AJ4469
 AJ4469  STATE/COUNTY-  LA/CADDO
 AJ4469  USGS QUAD   -  NORTH HIGHLANDS (1992)
 AJ4469
 AJ4469                         *CURRENT SURVEY CONTROL
 AJ4469  ___________________________________________________________________
 AJ4469* NAD 83(1992)-  32 30 09.62665(N)    093 45 16.36578(W)     ADJUSTED  
 AJ4469* NAVD 88     -        82.2    (meters)     270.     (feet)  GPS OBS   
 AJ4469  ___________________________________________________________________
 AJ4469  X           -    -352,580.279 (meters)                     COMP
 AJ4469  Y           -  -5,372,803.525 (meters)                     COMP
 AJ4469  Z           -   3,407,603.476 (meters)                     COMP
 AJ4469  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AJ4469  ELLIP HEIGHT-          56.22  (meters)          (07/20/01) GPS OBS
 AJ4469  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AJ4469
 AJ4469  HORZ ORDER  -  A
 AJ4469  ELLP ORDER  -  FOURTH    CLASS I
 AJ4469
 AJ4469.The horizontal coordinates were established by GPS observations
 AJ4469.and adjusted by the National Geodetic Survey in July 2001..
 AJ4469
 AJ4469.The orthometric height was determined by GPS observations and a
 AJ4469.high-resolution geoid model.
 AJ4469
 AJ4469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4469
 AJ4469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4469
 AJ4469.The ellipsoidal height was determined by GPS observations
 AJ4469.and is referenced to NAD 83.
 AJ4469
 AJ4469.The geoid height was determined by GEOID03.
 AJ4469
 AJ4469;                    North         East     Units Scale Factor Converg.
 AJ4469;SPC LA N     -   222,733.302   882,111.872   MT  0.99996672   -0 39 47.8
 AJ4469;SPC LA N     -   730,750.84  2,894,062.03   sFT  0.99996672   -0 39 47.8
 AJ4469;UTM  15      - 3,596,406.334   429,119.796   MT  0.99966195   -0 24 19.7
 AJ4469
 AJ4469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4469!SPC LA N     -   0.99999117  x   0.99996672  =   0.99995789
 AJ4469!UTM  15      -   0.99999117  x   0.99966195  =   0.99965313
 AJ4469
 AJ4469                          SUPERSEDED SURVEY CONTROL
 AJ4469
 AJ4469.No superseded survey control is available for this station.
 AJ4469
 AJ4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2912096406(NAD 83)
 AJ4469_MARKER: Z = SEE DESCRIPTION
 AJ4469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ4469_SP_SET: BUILDING WALL
 AJ4469_MARK LOGO: NONE  
 AJ4469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4469+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2000
 AJ4469
 AJ4469  HISTORY     - Date     Condition        Report By
 AJ4469  HISTORY     - 20000207 MONUMENTED       NLCOG
 AJ4469
 AJ4469                          STATION DESCRIPTION
 AJ4469
 AJ4469'DESCRIBED BY NW LA COUNCIL OF GOVTS 2000 (CMP)
 AJ4469'THE BASE STATION (GPS RECEIVER/ANTENNA IS LOCATED WITHIN THE CITY OF
 AJ4469'SHREVEPORT, LOUISIANA AT STREET ADDRESS 1144 TEXAS AVENUE.  IT IS
 AJ4469'LOCATED APPROXIMATELY 2 MILES WEST OF THE RED RIVER ALONG TEXAS
 AJ4469'AVENUE.  FURTHER, THE BASE STATION IS 0.16 MILE NORTH OF I-20'S
 AJ4469'CENTERLINE.
 AJ4469' 
 AJ4469'NOTE- PLEASE REFER TO THE ATTACHED MAP.
 AJ4469' 
 AJ4469'OWNERSHIP- THE STATION IS ON THE PROPERTY OF CADDO PARISH
 AJ4469'COMMUNICATIONS DISTRICT 1 (CADDO PARISH 911), 1144 TEXAS AVENUE,
 AJ4469'SHREVEPORT, LA. 71101.
 AJ4469' 
 AJ4469'TO REACH THE STATION FROM THE CURRENT TERMINUS OF I-49 (INTERSTATE) AT
 AJ4469'MURPHY STREET FOR 0.25 MILE TO THE INTERSECTION OF TEXAS AVENUE.
 AJ4469'TRAVEL NORTH-NORTHEAST 0.14 MILE ALONG TEXAS AVENUE TO THE CADDO
 AJ4469'PARISH COMMUNICATIONS DISTRICT 1 BUILDING - EQUIPMENTIS HOUSED WITHIN
 AJ4469'THE BUILDING.
 AJ4469' 
 AJ4469'THE STATION IS - THE RECEIVER'S ANTENNA IS AFFIXED TO THE INSIDE OF
 AJ4469'THE EXTERIOR WALL (CADDO 911 BUILDING AS DESCRIBED ABOVE) FACING TEXAS
 AJ4469'AVENUE ON THE BUILDING ROOF TOP (PLEASE REFER TO PHOTOGRAPHS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0773 ***********************************************************************
 BJ0773  DESIGNATION -  NN 17
 BJ0773  PID         -  BJ0773
 BJ0773  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0773  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0773
 BJ0773                         *CURRENT SURVEY CONTROL
 BJ0773  ___________________________________________________________________
 BJ0773* NAD 83(1986)-  30 27 06.     (N)    091 13 35.     (W)     SCALED    
 BJ0773* NAVD 88     -         6.383  (meters)      20.94   (feet)  ADJUSTED  
 BJ0773  ___________________________________________________________________
 BJ0773  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0773  DYNAMIC HT  -           6.375 (meters)      20.92  (feet)  COMP
 BJ0773  MODELED GRAV-     979,339.8   (mgal)                       NAVD 88
 BJ0773
 BJ0773  VERT ORDER  -  FIRST     CLASS I
 BJ0773
 BJ0773.The horizontal coordinates were scaled from a topographic map and have
 BJ0773.an estimated accuracy of +/- 6 seconds.
 BJ0773
 BJ0773.The orthometric height was determined by differential leveling
 BJ0773.and adjusted by the National Geodetic Survey in February 1994..
 BJ0773
 BJ0773.The geoid height was determined by GEOID03.
 BJ0773
 BJ0773.The dynamic height is computed by dividing the NAVD 88
 BJ0773.geopotential number by the normal gravity value computed on the
 BJ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0773.degrees latitude (g = 980.6199 gals.).
 BJ0773
 BJ0773.The modeled gravity was interpolated from observed gravity values.
 BJ0773
 BJ0773;                    North         East    Units  Estimated Accuracy
 BJ0773;SPC LA S     -   216,340.    1,010,270.      MT  (+/- 180 meters Scaled)
 BJ0773
 BJ0773                          SUPERSEDED SURVEY CONTROL
 BJ0773
 BJ0773  NGVD 29 (??/??/??)    6.374  (m)           20.91   (f) ADJUSTED    1 1
 BJ0773
 BJ0773.Superseded values are not recommended for survey control.
 BJ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0773.See file dsdata.txt to determine how the superseded data were derived.
 BJ0773
 BJ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP702701(NAD 83)
 BJ0773_MARKER: DB = BENCH MARK DISK
 BJ0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0773_SP_SET: CONCRETE BASE
 BJ0773_STAMPING: NN 17 1934
 BJ0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0773
 BJ0773  HISTORY     - Date     Condition        Report By
 BJ0773  HISTORY     - 1934     MONUMENTED       CGS
 BJ0773  HISTORY     - 1965     GOOD             CGS
 BJ0773  HISTORY     - 1976     GOOD             NGS
 BJ0773
 BJ0773                          STATION DESCRIPTION
 BJ0773
 BJ0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0773'1.25 MI W FROM PORT ALLEN.
 BJ0773'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE AT
 BJ0773'PORT ALLEN, IN FRACTIONAL SECTION 92, T 6 S, R 12 E, 0.25 MILE WEST OF
 BJ0773'A CROSSING OF THE HIGHWAY AND A DOUBLE ROW OF POWER POLES, 12 1/2 FEET
 BJ0773'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP
 BJ0773'OF THE CONCRETE BASE OF THE NORTH GUARD RAIL OF A HIGHWAY BRIDGE, 79
 BJ0773'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 46 FEET EAST OF
 BJ0773'BENCH MARK 3088 (LA. GEOD. S.), AND 1.0 FOOT ABOVE THE LEVEL OF THE
 BJ0773'HIGHWAY.
 BJ0773
 BJ0773                          STATION RECOVERY (1976)
 BJ0773
 BJ0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0773'1.2 MILES WEST ALONG STATE HIGHWAY 76 (COURT STREET) FROM THE POST
 BJ0773'OFFICE, AT A CONCRETE HIGHWAY BRIDGE, 12.5 FT NORTH OF THE CENTER
 BJ0773'LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH EDGE OF THE NORTH
 BJ0773'CONCRETE GUARDRAIL BASE, 44.5 FT EAST OF THE WEST END OF THE BASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1441 ***********************************************************************
 BH1441  DESIGNATION -  NN 80
 BH1441  PID         -  BH1441
 BH1441  STATE/COUNTY-  LA/WASHINGTON
 BH1441  USGS QUAD   -  SUN (1983)
 BH1441
 BH1441                         *CURRENT SURVEY CONTROL
 BH1441  ___________________________________________________________________
 BH1441* NAD 83(1986)-  30 41 31.     (N)    089 53 49.     (W)     SCALED    
 BH1441* NAVD 88     -        33.24   (+/-2cm)     109.1    (feet)  VERTCON   
 BH1441  ___________________________________________________________________
 BH1441  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BH1441
 BH1441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1441
 BH1441.The horizontal coordinates were scaled from a topographic map and have
 BH1441.an estimated accuracy of +/- 6 seconds.
 BH1441
 BH1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1441.The vertical order pertains to the NGVD 29 superseded value.
 BH1441
 BH1441.The geoid height was determined by GEOID03.
 BH1441
 BH1441;                    North         East    Units  Estimated Accuracy
 BH1441;SPC LA S     -   243,830.    1,137,620.      MT  (+/- 180 meters Scaled)
 BH1441
 BH1441                          SUPERSEDED SURVEY CONTROL
 BH1441
 BH1441  NGVD 29 (??/??/??)   33.322  (m)          109.32   (f) ADJUSTED    2 0
 BH1441
 BH1441.Superseded values are not recommended for survey control.
 BH1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1441.See file dsdata.txt to determine how the superseded data were derived.
 BH1441
 BH1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU224990(NAD 83)
 BH1441_MARKER: DB = BENCH MARK DISK
 BH1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1441_STAMPING: NN 80 1935 (109)
 BH1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1441+STABILITY: SURFACE MOTION
 BH1441
 BH1441  HISTORY     - Date     Condition        Report By
 BH1441  HISTORY     - 1935     MONUMENTED       CGS
 BH1441  HISTORY     - 1955     GOOD             CGS
 BH1441  HISTORY     - 1977     GOOD             LADTD
 BH1441
 BH1441                          STATION DESCRIPTION
 BH1441
 BH1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1441'0.5 MI W FROM RIO.
 BH1441'LOCATED 0.5 MILE WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BH1441'THE STATION IN RIO, AT A HIGHWAY CROSSING, 105 FEET WEST OF THE CENTER
 BH1441'OF THE CROSSING, 30 FEET SOUTH OF THE SOUTH RAIL, 29 FEET NORTH OF THE
 BH1441'FIRST POWER POLE WEST OF THE CROSSING AND 56 NORTH OF THE CENTER OF
 BH1441'THE HIGHWAY PARALLELING THE TRACK.  IT IS A STANDARD DISK SET IN THE
 BH1441'TOP OF A CONCRETE POST PROJECTING 10 INCHES AND ABOUT 2 FEET ABOVE THE
 BH1441'LEVEL OF THE TRACK.
 BH1441
 BH1441                          STATION RECOVERY (1977)
 BH1441
 BH1441'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BH1441'FOUND AS PREVIOUSLY DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4333 ***********************************************************************
 BJ4333  DESIGNATION -  NO 1040 LA GS 1939
 BJ4333  PID         -  BJ4333
 BJ4333  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4333  USGS QUAD   -  PONCHATOULA (1994)
 BJ4333
 BJ4333                         *CURRENT SURVEY CONTROL
 BJ4333  ___________________________________________________________________
 BJ4333* NAD 83(1992)-  30 23 42.49619(N)    090 25 40.97435(W)     ADJUSTED  
 BJ4333* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BJ4333  ___________________________________________________________________
 BJ4333  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4333  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ4333
 BJ4333  HORZ ORDER  -  SECOND
 BJ4333
 BJ4333.The horizontal coordinates were established by classical geodetic methods
 BJ4333.and adjusted by the National Geodetic Survey in January 1993..
 BJ4333
 BJ4333.The orthometric height was scaled from a topographic map.
 BJ4333
 BJ4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4333
 BJ4333.The geoid height was determined by GEOID03.
 BJ4333
 BJ4333;                    North         East     Units Scale Factor Converg.
 BJ4333;SPC LA S     -   210,410.458 1,086,994.145   MT  0.99994934   +0 27 09.6
 BJ4333;SPC LA S     -   690,321.64  3,566,246.62   sFT  0.99994934   +0 27 09.6
 BJ4333;UTM  15      - 3,365,378.531   747,110.961   MT  1.00035339   +1 18 07.1
 BJ4333
 BJ4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4333!SPC LA S     -   1.00000406  x   0.99994934  =   0.99995340
 BJ4333!UTM  15      -   1.00000406  x   1.00035339  =   1.00035745
 BJ4333
 BJ4333:                Primary Azimuth Mark                     Grid Az
 BJ4333:SPC LA S     -  1039                                     165 14 02.5
 BJ4333:UTM  15      -  1039                                     164 23 05.0
 BJ4333
 BJ4333|---------------------------------------------------------------------|
 BJ4333| PID    Reference Object                     Distance      Geod. Az  |
 BJ4333|                                                           dddmmss.s |
 BJ4333| BJ1542 1039                                APPROX. 1.6 KM 1654112.1 |
 BJ4333|---------------------------------------------------------------------|
 BJ4333
 BJ4333                          SUPERSEDED SURVEY CONTROL
 BJ4333
 BJ4333  NAD 83(1986)-  30 23 42.51186(N)    090 25 40.97263(W) AD(       ) 2
 BJ4333  NAD 27      -  30 23 41.81344(N)    090 25 40.66224(W) AD(       ) 2
 BJ4333
 BJ4333.Superseded values are not recommended for survey control.
 BJ4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4333.See file dsdata.txt to determine how the superseded data were derived.
 BJ4333
 BJ4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4711165379(NAD 83)
 BJ4333_MARKER: DD = SURVEY DISK
 BJ4333_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BJ4333_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BJ4333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4333
 BJ4333  HISTORY     - Date     Condition        Report By
 BJ4333  HISTORY     - 1939     MONUMENTED       LAGS
 BJ4333  HISTORY     - 1955     GOOD             CGS
 BJ4333
 BJ4333                          STATION DESCRIPTION
 BJ4333
 BJ4333'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1939 (FBQ)
 BJ4333'THE MARK IS 3.12 MILES S OF PONCHATOULA, ALONG THE ILLINOIS
 BJ4333'CENTRAL RAILROAD TRACKS.  APPROXIMATELY 3040 FEET N OF THE
 BJ4333'LOUISIANA CYPRESS LUMBER COMPANY, INC., RAILROAD CROSSING.
 BJ4333'APPROXIMATELY 1000 FEET N OF THE N BULKHEAD OF BRIDGE NO. 867-2.
 BJ4333'310 FEET S OF THE S BULKHEAD OF BRIDGE NO. 866-9.  34 FEET E OF
 BJ4333'MILEPOST NO. 45.  AND 10 FEET E OF THE CENTER LINE OF THE
 BJ4333'NORTHBOUND TRACK.
 BJ4333'
 BJ4333'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY AND
 BJ4333'STATE SURVEY DISK SET IN AN 8-INCH TILE FILLED WITH CONCRETE.
 BJ4333'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 BJ4333'1040.
 BJ4333'
 BJ4333'THE ADJUSTED DISTANCE, AS MEASURED BY THE LOUISIANA GEODETIC
 BJ4333'SURVEY, FROM 1040 (U.S.C. AND G.S. AND STATE SURVEY) TO 1039
 BJ4333'(U.S.C. AND G.S. AND STATE SURVEY) IS 5263.889 FEET.
 BJ4333'
 BJ4333'OBSERVED UPON FROM TRIANGULATION STATION RATHBORNE.
 BJ4333
 BJ4333                          STATION RECOVERY (1955)
 BJ4333
 BJ4333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4333'LOCATED 3.1 MI. S OF THE STATION IN PONCHATOULA, ALONG THE
 BJ4333'ILLINOIS CENTRAL RAILROAD, ABOUT 3040 FT. N OF THE CROSSING
 BJ4333'OF THE LOUISIANA CYPRESS LUMBER CO. RAILROAD TRACKS, 310 FT.
 BJ4333'S OF THE S EDGE OF BRIDGE NO. 866.9, 34 FT. E OF MILEPOST
 BJ4333'C 867, 30 FT. N OF A POLE, AND 7.6 FT. E OF THE E RAIL OF
 BJ4333'THE N BOUND TRACK.  IT IS A U.S.C. AND G.S. AND STATE SURVEY
 BJ4333'STANDARD DISK, STAMPED 1040 AND SET IN THE TOP OF AN 8-IN.
 BJ4333'CONCRETE-FILLED TERRA-COTTA PIPE 10 IN. BELOW THE SURFACE
 BJ4333'OF THE GROUND.
 BJ4333'
 BJ4333'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4171 ***********************************************************************
 BJ4171  DESIGNATION -  NO 1110 LA GS 1939
 BJ4171  PID         -  BJ4171
 BJ4171  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4171  USGS QUAD   -  ROBERT (1974)
 BJ4171
 BJ4171                         *CURRENT SURVEY CONTROL
 BJ4171  ___________________________________________________________________
 BJ4171* NAD 83(1992)-  30 30 22.42392(N)    090 21 32.33276(W)     ADJUSTED  
 BJ4171* NAVD 88     -         9.55   (+/-2cm)      31.3    (feet)  VERTCON   
 BJ4171  ___________________________________________________________________
 BJ4171  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ4171  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ4171
 BJ4171  HORZ ORDER  -  SECOND
 BJ4171  VERT ORDER  -  THIRD ? (See Below)
 BJ4171
 BJ4171.The horizontal coordinates were established by classical geodetic methods
 BJ4171.and adjusted by the National Geodetic Survey in January 1993..
 BJ4171
 BJ4171.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4171.The vertical order pertains to the NGVD 29 superseded value.
 BJ4171
 BJ4171.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4171
 BJ4171.The geoid height was determined by GEOID03.
 BJ4171
 BJ4171;                    North         East     Units Scale Factor Converg.
 BJ4171;SPC LA S     -   222,779.474 1,093,526.342   MT  0.99996452   +0 29 13.9
 BJ4171;SPC LA S     -   730,902.32  3,587,677.67   sFT  0.99996452   +0 29 13.9
 BJ4171;UTM  15      - 3,377,848.470   753,461.213   MT  1.00039260   +1 20 29.0
 BJ4171
 BJ4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4171!SPC LA S     -   1.00000274  x   0.99996452  =   0.99996726
 BJ4171!UTM  15      -   1.00000274  x   1.00039260  =   1.00039534
 BJ4171
 BJ4171                          SUPERSEDED SURVEY CONTROL
 BJ4171
 BJ4171  NAD 83(1986)-  30 30 22.44018(N)    090 21 32.33037(W) AD(       ) 2
 BJ4171  NAD 27      -  30 30 21.74929(N)    090 21 32.02213(W) AD(       ) 2
 BJ4171  NGVD 29 (07/19/86)    9.55   (m)           31.3    (f) LEVELING    3  
 BJ4171
 BJ4171.Superseded values are not recommended for survey control.
 BJ4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4171.See file dsdata.txt to determine how the superseded data were derived.
 BJ4171
 BJ4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5346177848(NAD 83)
 BJ4171_MARKER: DE = TRAVERSE STATION DISK
 BJ4171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4171+STABILITY: SURFACE MOTION
 BJ4171
 BJ4171  HISTORY     - Date     Condition        Report By
 BJ4171  HISTORY     - 1939     MONUMENTED       LAGS
 BJ4171  HISTORY     - 1955     GOOD             CGS
 BJ4171
 BJ4171                          STATION DESCRIPTION
 BJ4171
 BJ4171'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1939 (FBQ)
 BJ4171'THE POINT OBSERVED UPON WAS THE CENTER OF A STANDARD U.S.
 BJ4171'COAST AND GEODETIC SURVEY AND STATE SURVEY TRAVERSE STATION
 BJ4171'DISK, SET IN A 6-INCH ROUND CONCRETE POST PROJECTING 2
 BJ4171'INCHES ABOVE THE GROUND, AND STAMPED 1110.
 BJ4171'
 BJ4171'THE MARK IS LOCATED 1.0 MILE W OF ROBERT, LOUISIANA.  IN AN
 BJ4171'OLD RAILROAD GRADE CROSSING.  15.185 METERS, (49.82 FEET),
 BJ4171'S OF TRIANGULATION STATION SUMMERALL ECC.  23-1/2 FEET S OF
 BJ4171'THE S RAIL OF THE YAZOO AND MISSISSIPPI VALLEY RAILROAD TRACKS.
 BJ4171'AND 23 FEET ENE OF TELEGRAPH POLE NO. 2020.
 BJ4171'
 BJ4171'TO REACH THE MARK FROM THE HAMLET OF ROBERT, DRIVE W ON U.S.
 BJ4171'HIGHWAY 190 FOR 1.0 MILE TO THE OLD RAILROAD GRADE CROSSING
 BJ4171'ON THE LEFT (S) SIDE OF THE HIGHWAY AND THE MARK.
 BJ4171'
 BJ4171'MARK WAS OBSERVED UPON AND POSITION COMPUTED FROM TRIANGULATION
 BJ4171'STATION SUMMERALL ECC.
 BJ4171
 BJ4171                          STATION RECOVERY (1955)
 BJ4171
 BJ4171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4171'LOCATED 1 MI. W ALONG THE GAYLORD CONTAINER CORP. RAILROAD
 BJ4171'FROM ROBERTS, 790 FT. E OF THE E END OF THE STEEL TRESTLE
 BJ4171'OVER TANGIPAHOA RIVER, AT ABOUT THE CENTER OF THE OLD COVINGTON
 BJ4171'HIGHWAY, 23.5 FT. S OF THE S RAIL, 22 FT. SW OF THE SW CORNER
 BJ4171'OF A 50-FT. WOODEN TRESTLE (FIRST TRESTLE E OF TANGIPAHOA RIVER),
 BJ4171'AND 24 FT. E-NE OF POLE NO. 2020 ALSO NUMBERED 1293 ON THE N
 BJ4171'SIDE OF THE POLE.  IT IS A U.S.C. AND G.S. AND STATE SURVEY
 BJ4171'STANDARD DISK, STAMPED 1110 31 AND SET IN THE TOP OF A
 BJ4171'CONCRETE POST PROJECTING 2 IN., AND ABOUT 1 FT. BELOW THE
 BJ4171'LEVEL OF THE TRACK.
 BJ4171'
 BJ4171'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4610 ***********************************************************************
 BJ4610  DESIGNATION -  NO 1193 LA GS 1939
 BJ4610  PID         -  BJ4610
 BJ4610  STATE/COUNTY-  LA/LIVINGSTON
 BJ4610  USGS QUAD   -  ALBANY (1974)
 BJ4610
 BJ4610                         *CURRENT SURVEY CONTROL
 BJ4610  ___________________________________________________________________
 BJ4610* NAD 83(1992)-  30 30 15.40310(N)    090 34 57.73195(W)     ADJUSTED  
 BJ4610* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 BJ4610  ___________________________________________________________________
 BJ4610  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4610  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ4610
 BJ4610  HORZ ORDER  -  SECOND
 BJ4610
 BJ4610.The horizontal coordinates were established by classical geodetic methods
 BJ4610.and adjusted by the National Geodetic Survey in January 1993..
 BJ4610
 BJ4610.The orthometric height was scaled from a topographic map.
 BJ4610
 BJ4610.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4610
 BJ4610.The geoid height was determined by GEOID03.
 BJ4610
 BJ4610;                    North         East     Units Scale Factor Converg.
 BJ4610;SPC LA S     -   222,401.645 1,072,053.428   MT  0.99996422   +0 22 31.2
 BJ4610;SPC LA S     -   729,662.73  3,517,228.62   sFT  0.99996422   +0 22 31.2
 BJ4610;UTM  15      - 3,377,150.678   731,988.515   MT  1.00026398   +1 13 39.3
 BJ4610
 BJ4610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4610!SPC LA S     -   1.00000236  x   0.99996422  =   0.99996658
 BJ4610!UTM  15      -   1.00000236  x   1.00026398  =   1.00026634
 BJ4610
 BJ4610                          SUPERSEDED SURVEY CONTROL
 BJ4610
 BJ4610  NAD 83(1986)-  30 30 15.41970(N)    090 34 57.72954(W) AD(       ) 2
 BJ4610  NAD 27      -  30 30 14.73398(N)    090 34 57.39938(W) AD(       ) 2
 BJ4610
 BJ4610.Superseded values are not recommended for survey control.
 BJ4610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4610.See file dsdata.txt to determine how the superseded data were derived.
 BJ4610
 BJ4610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3198977151(NAD 83)
 BJ4610_MARKER: DD = SURVEY DISK
 BJ4610_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BJ4610_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BJ4610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4610
 BJ4610  HISTORY     - Date     Condition        Report By
 BJ4610  HISTORY     - 1939     MONUMENTED       LAGS
 BJ4610  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ4610
 BJ4610                          STATION DESCRIPTION
 BJ4610
 BJ4610'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1939 (FBQ)
 BJ4610'THE POINT OBSERVED UPON WAS THE CROSS IN THE CENTER OF A STANDARD
 BJ4610'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK SET
 BJ4610'IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND, AND
 BJ4610'STAMPED 1193.  THE MARK IS LOCATED IN ALBANY AT THE INTERSECTION
 BJ4610'OF U.S. HIGHWAY 190 AND LOUISIANA HIGHWAY 46.  14.5 FEET N
 BJ4610'OF THE CENTER LINE OF HIGHWAY 190.  12 FEET W OF THE CENTER
 BJ4610'LINE OF HIGHWAY 46.  5.6 FEET N OF THE N EDGE OF THE PAVEMENT
 BJ4610'OF HIGHWAY 190.  9.5 FEET SE OF A TELEPHONE POLE.  AND 86.993
 BJ4610'METERS, (285.21 FEET), S OF TRIANGULATION STATION FUNSTON
 BJ4610'ECC.
 BJ4610'
 BJ4610'OBSERVED UPON FROM TRIANGULATION STATION FUNSTON ECC.
 BJ4610
 BJ4610                          STATION RECOVERY (1955)
 BJ4610
 BJ4610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4610'THE MARK WAS NOT RECOVERED AT THIS DATE.
 BJ4610'
 BJ4610'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2892 ***********************************************************************
 BH2892  DESIGNATION -  NO 1298 LA GS RESET 1971
 BH2892  PID         -  BH2892
 BH2892  STATE/COUNTY-  LA/ST TAMMANY
 BH2892  USGS QUAD   -  ST TAMMANY (1994)
 BH2892
 BH2892                         *CURRENT SURVEY CONTROL
 BH2892  ___________________________________________________________________
 BH2892* NAD 83(1992)-  30 24 07.97174(N)    089 58 31.35558(W)     ADJUSTED  
 BH2892* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 BH2892  ___________________________________________________________________
 BH2892  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BH2892  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BH2892
 BH2892  HORZ ORDER  -  SECOND
 BH2892
 BH2892.The horizontal coordinates were established by classical geodetic methods
 BH2892.and adjusted by the National Geodetic Survey in May 1994..
 BH2892
 BH2892.The orthometric height was scaled from a topographic map.
 BH2892
 BH2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2892
 BH2892.The geoid height was determined by GEOID03.
 BH2892
 BH2892;                    North         East     Units Scale Factor Converg.
 BH2892;SPC LA S     -   211,624.444 1,130,483.053   MT  0.99995019   +0 40 44.4
 BH2892;SPC LA S     -   694,304.53  3,708,926.48   sFT  0.99995019   +0 40 44.4
 BH2892;UTM  16      - 3,367,113.764   214,132.977   MT  1.00060828   -1 30 24.3
 BH2892;UTM  15      - 3,367,239.311   790,600.688   MT  1.00064196   +1 31 54.3
 BH2892
 BH2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2892!SPC LA S     -   1.00000266  x   0.99995019  =   0.99995285
 BH2892!UTM  16      -   1.00000266  x   1.00060828  =   1.00061094
 BH2892!UTM  15      -   1.00000266  x   1.00064196  =   1.00064462
 BH2892
 BH2892                          SUPERSEDED SURVEY CONTROL
 BH2892
 BH2892  NAD 83(1992)-  30 24 07.97311(N)    089 58 31.35531(W) AD(       ) 2
 BH2892  NAD 83(1986)-  30 24 07.98344(N)    089 58 31.35310(W) AD(       ) 2
 BH2892  NAD 27      -  30 24 07.28180(N)    089 58 31.09038(W) AD(       ) 2
 BH2892
 BH2892.Superseded values are not recommended for survey control.
 BH2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2892.See file dsdata.txt to determine how the superseded data were derived.
 BH2892
 BH2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1413367114(NAD 83)
 BH2892_MARKER: DD = SURVEY DISK
 BH2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2892+STABILITY: SURFACE MOTION
 BH2892
 BH2892  HISTORY     - Date     Condition        Report By
 BH2892  HISTORY     - 1971     MONUMENTED       LAGS
 BH2892
 BH2892                          STATION DESCRIPTION
 BH2892
 BH2892'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1971 (LDH)
 BH2892'THE TRAVERSE STATION WAS ESTABLISHED BY TRAVERSE FROM STATION PINEY
 BH2892'1953.
 BH2892'
 BH2892'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF MANDEVILLE,
 BH2892'7.0 MILES NORTHWEST OF LACOMB, ON THE OUTSIDE OF A CURVE ON LOUISIANA
 BH2892'STATE HIGHWAY 1088, 0.1 MILE WEST OF A LARGE CULVERT UNDER THE
 BH2892'HIGHWAY, 64.78 FEET EAST-NORTHEAST OF STATION PINEY 2 1971, 50
 BH2892'FEET NORTH OF THE CENTER OF THE HIGHWAY, 127 FEET NORTHEAST OF A
 BH2892'POWER POLE, 13 FEET NORTH OF THE CENTER OF THE POWER LINE, AND 1
 BH2892'FOOT NORTH OF A METAL WITNESS POST.  IT IS AN LGS DISK SET IN THE
 BH2892'TOP OF AN 8-INCH SQUARE CONCRETE POST, STAMPED 1298 RESET 1971,
 BH2892'FLUSH WITH THE GROUND.
 BH2892'
 BH2892'TO REACH THE MARK FROM THE POST OFFICE IN MANDEVILLE, GO EAST FROM
 BH2892'THE POST OFFICE FOR 1/2 BLOCK TO GERARD ST. TURN LEFT AND GO NORTH OF
 BH2892'0.65 MILE TO THE JUNCTION WITH U.S. HIGHWAY 190, CROSS U.S. HIGHWAY
 BH2892'190 AND GO NORTH ON STATE HIGHWAY 59 FOR 0.8 MILE TO THE JUNCTION
 BH2892'WITH STATE HIGHWAY 1088, TURN RIGHT AND GO NORTHEASTERLY ON STATE
 BH2892'HIGHWAY 1088 FOR 5.0 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2891 ***********************************************************************
 BX2891  DESIGNATION -  NO 24 USFS 1941
 BX2891  PID         -  BX2891
 BX2891  STATE/COUNTY-  LA/NATCHITOCHES
 BX2891  USGS QUAD   -  KISATCHIE (1972)
 BX2891
 BX2891                         *CURRENT SURVEY CONTROL
 BX2891  ___________________________________________________________________
 BX2891* NAD 83(1992)-  31 27 20.27842(N)    093 10 52.71127(W)     ADJUSTED  
 BX2891* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BX2891  ___________________________________________________________________
 BX2891  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 BX2891  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX2891
 BX2891  HORZ ORDER  -  THIRD
 BX2891
 BX2891.The horizontal coordinates were established by classical geodetic methods
 BX2891.and adjusted by the National Geodetic Survey in January 1993..
 BX2891.No horizontal observational check was made to the station.
 BX2891
 BX2891.The orthometric height was scaled from a topographic map.
 BX2891
 BX2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2891
 BX2891.The geoid height was determined by GEOID03.
 BX2891
 BX2891;                    North         East     Units Scale Factor Converg.
 BX2891;SPC LA N     -   106,160.014   935,247.404   MT  0.99994705   -0 21 36.8
 BX2891;SPC LA N     -   348,293.31  3,068,390.86   sFT  0.99994705   -0 21 36.8
 BX2891;UTM  15      - 3,480,113.514   482,774.005   MT  0.99960366   -0 05 40.6
 BX2891
 BX2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2891!SPC LA N     -   0.99998624  x   0.99994705  =   0.99993329
 BX2891!UTM  15      -   0.99998624  x   0.99960366  =   0.99958990
 BX2891
 BX2891                          SUPERSEDED SURVEY CONTROL
 BX2891
 BX2891  NAD 83(1986)-  31 27 20.29407(N)    093 10 52.70386(W) AD(       ) 3
 BX2891  NAD 27      -  31 27 19.65685(N)    093 10 52.10163(W) AD(       ) 3
 BX2891
 BX2891.Superseded values are not recommended for survey control.
 BX2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2891.See file dsdata.txt to determine how the superseded data were derived.
 BX2891
 BX2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8277480114(NAD 83)
 BX2891_MARKER: P = PIPE CAP
 BX2891_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX2891_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX2891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2891
 BX2891  HISTORY     - Date     Condition        Report By
 BX2891  HISTORY     - 1941     MONUMENTED       USFS
 BX2891
 BX2891                          STATION DESCRIPTION
 BX2891
 BX2891'DESCRIBED BY US FOREST SERVICE 1941 (HJH)
 BX2891'STATION IS ABOUT 3 MILES N OF THE VILLAGE OF KISATCHIE, UNDER
 BX2891'AND 0.157 METER W OF THE CENTER OF THE KISATCHIE LOOKOUT TOWER.
 BX2891'IT IS A BRONZE U.S. FOREST SERVICE CAP ON A 4-INCH STEEL PIPE
 BX2891'SET FLUSH WITH THE GROUND.  STATION WAS REINFORCED WITH CONCRETE
 BX2891'BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3080 ***********************************************************************
 BK3080  DESIGNATION -  NOBLE
 BK3080  PID         -  BK3080
 BK3080  STATE/COUNTY-  LA/CALCASIEU
 BK3080  USGS QUAD   -  HECKER (1994)
 BK3080
 BK3080                         *CURRENT SURVEY CONTROL
 BK3080  ___________________________________________________________________
 BK3080* NAD 83(1992)-  30 18 06.70004(N)    093 06 41.25322(W)     ADJUSTED  
 BK3080* NAVD 88     -         4.9  **(meters)      16.   **(feet)  VERTCON   
 BK3080  **This station is located in a subsidence area (see below).
 BK3080  ___________________________________________________________________
 BK3080  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BK3080  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3080
 BK3080  HORZ ORDER  -  THIRD
 BK3080
 BK3080.The horizontal coordinates were established by classical geodetic methods
 BK3080.and adjusted by the National Geodetic Survey in January 1993..
 BK3080
 BK3080 ** The orthometric height has not been validated since last determined
 BK3080 ** by differential leveling and should not be used for control purposes.
 BK3080 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3080 ** area with valid NAVD 88 orthometric heights.
 BK3080 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3080 ** epoch indicated which incorporates improved geoid heights for the
 BK3080 ** Southern Louisiana Subsidence area.
 BK3080 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3080
 BK3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3080
 BK3080.The geoid height was determined by GEOID03.
 BK3080
 BK3080;                    North         East     Units Scale Factor Converg.
 BK3080;SPC LA S     -   201,053.864   828,974.072   MT  0.99993949   -0 53 20.7
 BK3080;SPC LA S     -   659,624.22  2,719,725.77   sFT  0.99993949   -0 53 20.7
 BK3080;UTM  15      - 3,352,240.039   489,282.695   MT  0.99960142   -0 03 22.5
 BK3080
 BK3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3080!SPC LA S     -   1.00000351  x   0.99993949  =   0.99994300
 BK3080!UTM  15      -   1.00000351  x   0.99960142  =   0.99960493
 BK3080
 BK3080:                Primary Azimuth Mark                     Grid Az
 BK3080:SPC LA S     -  HECKER                                   019 57 09.6
 BK3080:UTM  15      -  HECKER                                   019 07 11.4
 BK3080
 BK3080|---------------------------------------------------------------------|
 BK3080| PID    Reference Object                     Distance      Geod. Az  |
 BK3080|                                                           dddmmss.s |
 BK3080| BK3079 HECKER                              APPROX. 6.1 KM 0190348.9 |
 BK3080| CV8934 NOBLE RM 1                           30.035 METERS 03446     |
 BK3080| CV8935 NOBLE RM 2                           30.154 METERS 14222     |
 BK3080| BK3097 IOWA MOTOROLA COMMUN RAD MAST       APPROX. 7.1 KM 1535337.6 |
 BK3080| BK3087 IOWA LAYNE WELLS CO MICROWAVE       APPROX. 7.0 KM 1584938.4 |
 BK3080| BK3138 AIRPORT BCN LAKE CHARLES AFB        APPROX.10.3 KM 2081905.2 |
 BK3080| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX.12.8 KM 2314013.0 |
 BK3080| BK3109 LAKE CHARLES RICE MILL TALL TK      APPROX.11.3 KM 2350239.3 |
 BK3080|---------------------------------------------------------------------|
 BK3080
 BK3080                          SUPERSEDED SURVEY CONTROL
 BK3080
 BK3080  NAD 83(1986)-  30 18 06.72103(N)    093 06 41.24622(W) AD(       ) 3
 BK3080  NAD 27      -  30 18 05.98290(N)    093 06 40.69520(W) AD(       ) 3
 BK3080  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 BK3080
 BK3080.Superseded values are not recommended for survey control.
 BK3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3080.See file dsdata.txt to determine how the superseded data were derived.
 BK3080
 BK3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8928352240(NAD 83)
 BK3080_MARKER: DS = TRIANGULATION STATION DISK
 BK3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3080
 BK3080  HISTORY     - Date     Condition        Report By
 BK3080  HISTORY     - 1963     MONUMENTED       CGS
 BK3080  HISTORY     - 1963     GOOD             CGS
 BK3080
 BK3080                          STATION DESCRIPTION
 BK3080
 BK3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3080'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF MOSS BLUFF,
 BK3080'6 MILES NORTH-NORTHEAST OF IOWA, ON THE PROPERTY OWNED BY
 BK3080'MR. CHARLES O. NOBLE.
 BK3080'
 BK3080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND 171
 BK3080'IN THE NORTHEAST EDGE OF LAKE CHARLES, GO NORTHERLY ON U.S. HIGHWAY
 BK3080'171 FOR 2.8 MILES TO A JUNCTION WITH STATE HIGHWAY 3059 AT THE
 BK3080'NORTH END OF THE ENGLISH BAYOU BRIDGE.  BEAR RIGHT AND GO
 BK3080'NORTHEAST ON STATE HIGHWAY 3059, FOR 0.2 MILE TO A FORK,
 BK3080'BEAR RIGHT FOR 0.4 MILE TO A FORK AT KIMS CORNER STORE.
 BK3080'BEAR LEFT FOR 2.8 MILES TO A SIDE ROAD RIGHT.  KEEP LEFT,
 BK3080'STRAIGHT AHEAD, FOR 1.1 MILES TO A DIAGONAL CROSSROAD.  KEEP
 BK3080'STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 0.4 MILE TO
 BK3080'AN ALUMINUM GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE
 BK3080'AND GO NORTHWEST ON A SHELL DRIVE FOR 0.2 MILE TO THE
 BK3080'STATION ON THE LEFT AS DESCRIBED.
 BK3080'
 BK3080'THE STATION IS A STANDARD DISK STAMPED NOBLE 1963, SET IN
 BK3080'A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 BK3080'THE GROUND SURFACE.  IT IS 5.5 FEET EAST OF A 3 INCH DIAMETER
 BK3080'CREOSOTE WOOD WITNESS POST AND SIGN.  25.6 FEET WEST-SOUTHWEST
 BK3080'OF A TRACK ROAD.  18.6 FEET NORTH OF A 24 INCH PINE TREE
 BK3080'WITH A TRIANGLE BLAZE.
 BK3080'
 BK3080'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NOBLE NO 1 1963,
 BK3080'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS
 BK3080'FLUSH WITH THE GROUND SURFACE.  IT IS 58.6 FEET EAST-NORTHEAST
 BK3080'OF A TRACK ROAD.  1.8 FEET WEST OF A NORTH SOUTH FENCE LINE.
 BK3080'44.5 FEET EAST OF A 12 INCH PINE TREE.
 BK3080'
 BK3080'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED NOBLE NO
 BK3080'2 1963, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 BK3080'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.6 FEET EAST
 BK3080'OF A TRACK ROAD.  10.5 FEET SOUTH OF A 12 INCH PINE TREE.
 BK3080'1.1 FEET WEST OF A NORTH SOUTH FENCE LINE.
 BK3080'
 BK3080'HEIGHT OF LIGHT ABOVE STATION MARK 34.00 METERS.
 BK3080
 BK3080                          STATION RECOVERY (1963)
 BK3080
 BK3080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3080'THE STATION R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BK3080'THE DESCRIPTION BY R.W.T. 1963, IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3040 ***********************************************************************
 BX3040  DESIGNATION -  NOBLE
 BX3040  PID         -  BX3040
 BX3040  STATE/COUNTY-  LA/SABINE
 BX3040  USGS QUAD   -  ZWOLLE (1995)
 BX3040
 BX3040                         *CURRENT SURVEY CONTROL
 BX3040  ___________________________________________________________________
 BX3040* NAD 83(1992)-  31 41 25.04977(N)    093 40 45.08747(W)     ADJUSTED  
 BX3040* NAVD 88     -        97.8    (meters)     321.     (feet)  VERTCON   
 BX3040  ___________________________________________________________________
 BX3040  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 BX3040  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BX3040
 BX3040  HORZ ORDER  -  FIRST
 BX3040
 BX3040.The horizontal coordinates were established by classical geodetic methods
 BX3040.and adjusted by the National Geodetic Survey in February 1996..
 BX3040
 BX3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3040
 BX3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3040
 BX3040.The geoid height was determined by GEOID03.
 BX3040
 BX3040;                    North         East     Units Scale Factor Converg.
 BX3040;SPC LA N     -   132,581.735   888,212.489   MT  0.99992257   -0 37 24.4
 BX3040;SPC LA N     -   434,978.58  2,914,077.14   sFT  0.99992257   -0 37 24.4
 BX3040;UTM  15      - 3,506,308.119   435,631.397   MT  0.99965110   -0 21 24.5
 BX3040
 BX3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3040!SPC LA N     -   0.99998878  x   0.99992257  =   0.99991136
 BX3040!UTM  15      -   0.99998878  x   0.99965110  =   0.99963989
 BX3040
 BX3040|---------------------------------------------------------------------|
 BX3040| PID    Reference Object                     Distance      Geod. Az  |
 BX3040|                                                           dddmmss.s |
 BX3040| BX3039 NOBLE LOT                            40.858 METERS 00613     |
 BX3040| CV8937 NOBLE RM 1                           21.163 METERS 07516     |
 BX3040| CV8936 NOBLE AZ MK                                        2412523.3 |
 BX3040| CV8938 NOBLE RM 2                           22.530 METERS 27926     |
 BX3040|---------------------------------------------------------------------|
 BX3040
 BX3040                          SUPERSEDED SURVEY CONTROL
 BX3040
 BX3040  NAD 83(1992)-  31 41 25.04998(N)    093 40 45.08751(W) AD(       ) 1
 BX3040  NAD 83(1986)-  31 41 25.05664(N)    093 40 45.08362(W) AD(       ) 1
 BX3040  NAD 27      -  31 41 24.43774(N)    093 40 44.42482(W) AD(       ) 1
 BX3040  NGVD 29 (07/19/86)   97.9    (m)          321.     (f) VERT ANG       
 BX3040
 BX3040.Superseded values are not recommended for survey control.
 BX3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3040.See file dsdata.txt to determine how the superseded data were derived.
 BX3040
 BX3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3563106308(NAD 83)
 BX3040_MARKER: DS = TRIANGULATION STATION DISK
 BX3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3040
 BX3040  HISTORY     - Date     Condition        Report By
 BX3040  HISTORY     - 1971     MONUMENTED       NGS
 BX3040  HISTORY     - 20010331 GOOD             NGS
 BX3040
 BX3040                          STATION DESCRIPTION
 BX3040
 BX3040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3040'THE STATION IS LOCATED IN THE VILLAGE OF NOBLE AND NEAR THE SITE OF
 BX3040'THE NOBLE LOOKOUT TOWER.  IT IS 0.25 MILE EAST OF THE JUNCTION OF
 BX3040'U. S. HIGHWAY 171 AND STATE HIGHWAY 1218.  IT IS ON PROPERTY OF THE
 BX3040'INTERNATIONAL PAPER COMPANY.  PERMISSION WAS GRANTED FOR THE TOWER
 BX3040'BY MR. SAM SCOTT, POST OFFICE BOX NO. 547, ZWOLLE, LOUISIANA.
 BX3040'
 BX3040'THE STATION MARKS ARE STANDARD DISKS STAMPED NOBLE 1971.  THE SURFACE
 BX3040'DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BX3040'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 112 FEET SOUTHWEST OF
 BX3040'THE SOUTHWEST CORNER OF WHITE HOUSE.  57.5 FEET NORTHEAST OF THE
 BX3040'NORTHEAST CORNER OF SMALL BUILDING, 55 FEET NORTH OF THE NOBLE
 BX3040'LOOKOUT TOWER SIGN, 32 FEET SOUTHEAST OF A 12 INCH PINE TREE AND
 BX3040'27.5 FEET SOUTHWEST OF AN UTILITY POLE.  THE UNDERGROUND DISK IS SET
 BX3040'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 BX3040'GROUND SURFACE.
 BX3040'
 BX3040'REFERENCE MARK 1, A STANDARD DISK STAMPED NOBLE NO 1 1971, IS SET IN
 BX3040'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 BX3040'WITH THE GROUND SURFACE.  IT IS 47 FEET EAST OF AN UTILITY POLE,
 BX3040'38.5 FEET SOUTH OF AN 8 INCH CEDAR TREE AND 35 FEET SOUTHWEST OF THE
 BX3040'SOUTHWEST CORNER OF A WHITE HOUSE.
 BX3040'
 BX3040'REFERENCE MARK 2, A STANDARD DISK STAMPED NOBLE NO 2 1971, IS SET IN
 BX3040'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 BX3040'WITH THE GROUND SURFACE.  IT IS 33 FEET NORTHEAST OF A 20 INCH OAK
 BX3040'TREE, 27.5 FEET NORTH OF THE NORTHWEST CORNER OF SMALL BUILDING
 BX3040'AND 1 FOOT SOUTH-SOUTHEAST OF A FENCE.
 BX3040'
 BX3040'AZIMUTH MARK, A STANDARD DISK STAMPED NOBLE 1971, IS SET IN THE TOP
 BX3040'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 BX3040'ABOVE THE GROUND SURFACE.  IT IS 46 FEET WEST OF THE WEST RAIL OF
 BX3040'RAILROAD, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF PAVED ROAD, 2
 BX3040'FEET SOUTHEAST OF AN UTILITY POLE AND 2 FEET SOUTHWEST OF A METAL
 BX3040'WITNESS POST WITH SIGN ATTACHED.
 BX3040'
 BX3040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST OF STATE
 BX3040'HIGHWAY 1218 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BX3040'SOUTH FOR 0.1 MILE TO T JUNCTION.  TURN RIGHT AND GO EAST CROSSING
 BX3040'RAILROAD TRACKS AND AZIMUTH MARK AS DESCRIBED.
 BX3040'
 BX3040'NOBLE LOT, A FOUR LEGGED STEEL STRUCTURE WITH METAL CAB ON THE TOP
 BX3040'THAT IS APPROXIMATE 125 FEET IN HEIGHT.  POINT INTERSECTED WAS APEX
 BX3040'OF METAL ROOF.
 BX3040'
 BX3040'NEAREST TOWN--IN THE VILLAGE OF NOBLE.
 BX3040'
 BX3040'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 BX3040
 BX3040                          STATION RECOVERY (2001)
 BX3040
 BX3040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3040'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3039 ***********************************************************************
 BX3039  DESIGNATION -  NOBLE LOT
 BX3039  PID         -  BX3039
 BX3039  STATE/COUNTY-  LA/SABINE
 BX3039  USGS QUAD   -  ZWOLLE (1995)
 BX3039
 BX3039                         *CURRENT SURVEY CONTROL
 BX3039  ___________________________________________________________________
 BX3039* NAD 83(1992)-  31 41 26.36852(N)    093 40 44.91959(W)     ADJUSTED  
 BX3039* NAVD 88     -                                                        
 BX3039  ___________________________________________________________________
 BX3039  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 BX3039  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BX3039
 BX3039  HORZ ORDER  -  THIRD
 BX3039
 BX3039.The horizontal coordinates were established by classical geodetic methods
 BX3039.and adjusted by the National Geodetic Survey in February 1996..
 BX3039
 BX3039
 BX3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3039
 BX3039.The geoid height was determined by GEOID03.
 BX3039
 BX3039;                    North         East     Units Scale Factor Converg.
 BX3039;SPC LA N     -   132,622.300   888,217.352   MT  0.99992255   -0 37 24.3
 BX3039;SPC LA N     -   435,111.66  2,914,093.10   sFT  0.99992255   -0 37 24.3
 BX3039;UTM  15      - 3,506,348.694   435,636.070   MT  0.99965109   -0 21 24.4
 BX3039
 BX3039                          SUPERSEDED SURVEY CONTROL
 BX3039
 BX3039  NAD 83(1992)-  31 41 26.36872(N)    093 40 44.91958(W) AD(       ) 4
 BX3039  NAD 83(1986)-  31 41 26.37535(N)    093 40 44.91517(W) AD(       ) 4
 BX3039  NAD 27      -  31 41 25.75656(N)    093 40 44.25711(W) AD(       ) 3
 BX3039
 BX3039.Superseded values are not recommended for survey control.
 BX3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3039.See file dsdata.txt to determine how the superseded data were derived.
 BX3039
 BX3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3563606349(NAD 83)
 BX3039_MARKER: 57 = LOOKOUT TOWER
 BX3039
 BX3039  HISTORY     - Date     Condition        Report By
 BX3039  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX3039  HISTORY     - 20010331 GOOD             NGS
 BX3039
 BX3039                          STATION DESCRIPTION
 BX3039
 BX3039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3039'NOBLE LOOKOUT TOWER, OWNED BY THE LOUISIANA FORESTRY COMMISSION, IS
 BX3039'LOCATED IN THE NORTH EDGE OF THE TOWN OF NOBLE 0.2 MILE WEST OF
 BX3039'U. S. HIGHWAY 171 AND 150 YARDS NORTH OF STATE HIGHWAY 1218.
 BX3039'
 BX3039'IT IS A FOUR-LEGGED STEEL STRUCTURE, SUPPORTING A SMALL CABIN,
 BX3039'PAINTED SILVER AND HAS AN OVERALL HEIGHT OF 110 FEET.
 BX3039'
 BX3039'POINT INTERSECTED WAS THE TOP CENTER OF THE CABIN.
 BX3039
 BX3039                          STATION RECOVERY (2001)
 BX3039
 BX3039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3039'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1495 ***********************************************************************
 CP1495  DESIGNATION -  NOBLE RESET
 CP1495  PID         -  CP1495
 CP1495  STATE/COUNTY-  LA/TENSAS
 CP1495  USGS QUAD   -  SARANAC (1994)
 CP1495
 CP1495                         *CURRENT SURVEY CONTROL
 CP1495  ___________________________________________________________________
 CP1495* NAD 83(1986)-  32 05 08.     (N)    091 20 15.     (W)     SCALED    
 CP1495* NAVD 88     -        20.02   (+/-2cm)      65.7    (feet)  VERTCON   
 CP1495  ___________________________________________________________________
 CP1495  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1495
 CP1495  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1495
 CP1495.The horizontal coordinates were scaled from a topographic map and have
 CP1495.an estimated accuracy of +/- 6 seconds.
 CP1495
 CP1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1495.The vertical order pertains to the NGVD 29 superseded value.
 CP1495
 CP1495.The geoid height was determined by GEOID03.
 CP1495
 CP1495;                    North         East    Units  Estimated Accuracy
 CP1495;SPC LA N     -   176,390.    1,109,740.      MT  (+/- 180 meters Scaled)
 CP1495
 CP1495                          SUPERSEDED SURVEY CONTROL
 CP1495
 CP1495  NGVD 29 (??/??/92)   20.04   (m)           65.7    (f) COMPUTED    2 1
 CP1495
 CP1495.Superseded values are not recommended for survey control.
 CP1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1495.See file dsdata.txt to determine how the superseded data were derived.
 CP1495
 CP1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR568511(NAD 83)
 CP1495_MARKER: DB = BENCH MARK DISK
 CP1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1495_STAMPING: P.B.M. NOBLE RESET 1968
 CP1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1495+STABILITY: SURFACE MOTION
 CP1495
 CP1495  HISTORY     - Date     Condition        Report By
 CP1495  HISTORY     - 1968     MONUMENTED       CGS
 CP1495  HISTORY     - 1973     GOOD             LADTD
 CP1495
 CP1495                          STATION DESCRIPTION
 CP1495
 CP1495'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1495'6.40 MI W FROM NEWELLTON.
 CP1495'ABOUT 6.40 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1495'HIGH SCHOOL IN NEWELLTON.  IT IS 51.9 FEET SOUTHWEST OF THE CENTERLINE
 CP1495'OF LOUISIANA HIGHWAY 4, 15.3 FEET EAST OF THE NORTHEAST CORNER OF A
 CP1495'FRAME OUT HOUSE, 95.0 FEET SOUTHEAST OF A POWER POLE, 3.0 FEET
 CP1495'SOUTHWEST OF A FENCE CORNER.  SET IN TOP OF A CONCRETE POST PROJECTING
 CP1495'3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 0.7 FOOT
 CP1495'NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1986 ***********************************************************************
 CQ1986  DESIGNATION -  NOLE
 CQ1986  PID         -  CQ1986
 CQ1986  STATE/COUNTY-  LA/CADDO
 CQ1986  USGS QUAD   -  GILLIAM (1971)
 CQ1986
 CQ1986                         *CURRENT SURVEY CONTROL
 CQ1986  ___________________________________________________________________
 CQ1986* NAD 83(1986)-  32 50 44.     (N)    093 48 22.     (W)     SCALED    
 CQ1986* NAVD 88     -        60.49   (+/-2cm)     198.5    (feet)  VERTCON   
 CQ1986  ___________________________________________________________________
 CQ1986  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ1986
 CQ1986  VERT ORDER  -  ? (See Below)
 CQ1986
 CQ1986.The horizontal coordinates were scaled from a topographic map and have
 CQ1986.an estimated accuracy of +/- 6 seconds.
 CQ1986
 CQ1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1986.The vertical order pertains to the NGVD 29 superseded value.
 CQ1986
 CQ1986.The geoid height was determined by GEOID03.
 CQ1986
 CQ1986;                    North         East    Units  Estimated Accuracy
 CQ1986;SPC LA N     -   260,810.      877,730.      MT  (+/- 180 meters Scaled)
 CQ1986
 CQ1986                          SUPERSEDED SURVEY CONTROL
 CQ1986
 CQ1986  NGVD 29 (??/??/??)   60.547  (m)          198.64   (f) ADJUSTED    ?  
 CQ1986
 CQ1986.Superseded values are not recommended for survey control.
 CQ1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1986.See file dsdata.txt to determine how the superseded data were derived.
 CQ1986
 CQ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS245344(NAD 83)
 CQ1986_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1986_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1986_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1986
 CQ1986  HISTORY     - Date     Condition        Report By
 CQ1986  HISTORY     - UNK      MONUMENTED       DOD
 CQ1986  HISTORY     - 1931     GOOD             CGS
 CQ1986  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1986
 CQ1986                          STATION DESCRIPTION
 CQ1986
 CQ1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CQ1986'3 MI NE FROM GILLIAM.
 CQ1986'ABOUT 3 MILES NORTH AND EAST ALONG ROADS FROM GILLIAM, CADDO PARISH,
 CQ1986'ABOUT 1-1/4 MILES NORTH OF GILLIAM FERRY, ON THE W.E. NOLE PLANTATION,
 CQ1986'ABOUT 1,300 FEET WEST OF LEVEE STATION 87, ABOUT 1,225 FEET NORTH OF A
 CQ1986'STONE SILO, ABOUT 104 FEET NORTH OF A BLAZED 20-INCH SYCAMORE TREE, 53
 CQ1986'FEET NORTH OF A SECOND BLAZED SYCAMORE TREE, 44 FEET NORTHWEST OF A
 CQ1986'THIRD BLAZED 20-INCH SYCAMORE TREE, 35 FEET SOUTHEAST OF THE JUNCTION
 CQ1986'OF A ROAD PARALLELING THE LEVEE AND A ROAD LEADING SOUTH, AND 20 FEET
 CQ1986'SOUTH OF THE ROAD PARALLELING THE LEVEE. AN IRON PIPE PROJECTING ABOUT
 CQ1986'1 FOOT ABOVE THE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1986'STANDARD CAP.
 CQ1986
 CQ1986                          STATION RECOVERY (1956)
 CQ1986
 CQ1986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CQ1986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4305 ***********************************************************************
 BJ4305  DESIGNATION -  NORCO SHELL PIPELINE MAST
 BJ4305  PID         -  BJ4305
 BJ4305  STATE/COUNTY-  LA/ST CHARLES
 BJ4305  USGS QUAD   -  LAPLACE (1992)
 BJ4305
 BJ4305                         *CURRENT SURVEY CONTROL
 BJ4305  ___________________________________________________________________
 BJ4305* NAD 83(1992)-  30 00 30.51128(N)    090 24 01.34598(W)     ADJUSTED  
 BJ4305* NAVD 88     -                                                        
 BJ4305  **This station is located in a subsidence area (see below).
 BJ4305  ___________________________________________________________________
 BJ4305  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ4305  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BJ4305
 BJ4305  HORZ ORDER  -  THIRD
 BJ4305
 BJ4305.The horizontal coordinates were established by classical geodetic methods
 BJ4305.and adjusted by the National Geodetic Survey in January 1993..
 BJ4305
 BJ4305 ** The orthometric height has not been validated since last determined
 BJ4305 ** by differential leveling and should not be used for control purposes.
 BJ4305 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4305 ** area with valid NAVD 88 orthometric heights.
 BJ4305 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4305 ** epoch indicated which incorporates improved geoid heights for the
 BJ4305 ** Southern Louisiana Subsidence area.
 BJ4305 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4305
 BJ4305.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4305
 BJ4305.The geoid height was determined by GEOID03.
 BJ4305
 BJ4305;                    North         East     Units Scale Factor Converg.
 BJ4305;SPC LA S     -   167,572.251 1,090,002.459   MT  0.99992575   +0 27 59.4
 BJ4305;SPC LA S     -   549,776.63  3,576,116.40   sFT  0.99992575   +0 27 59.4
 BJ4305;UTM  15      - 3,322,570.712   750,749.923   MT  1.00037581   +1 18 03.0
 BJ4305
 BJ4305                          SUPERSEDED SURVEY CONTROL
 BJ4305
 BJ4305  NAD 83(1986)-  30 00 30.52802(N)    090 24 01.34608(W) AD(       ) 4
 BJ4305  NAD 27      -  30 00 29.79694(N)    090 24 01.05207(W) AD(       ) 3
 BJ4305
 BJ4305.Superseded values are not recommended for survey control.
 BJ4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4305.See file dsdata.txt to determine how the superseded data were derived.
 BJ4305
 BJ4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5075022571(NAD 83)
 BJ4305
 BJ4305  HISTORY     - Date     Condition        Report By
 BJ4305  HISTORY     - 1972     FIRST OBSERVED   NGS
 BJ4305
 BJ4305                          STATION DESCRIPTION
 BJ4305
 BJ4305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4305'THE NORCO SHELL PIPELINE COMPANY KLP 244 MAST IS LOCATED ABOUT 6-1/2
 BJ4305'MILES SOUTHEAST OF LAPLACE, 1 MILE NORTH OF GOOD HOPE AND 0.5 MILE
 BJ4305'SOUTHEAST OF THE JUNCTION OF U. S. HIGHWAY 61 AND STATE HIGHWAY 46
 BJ4305'IN NORCO.  IT IS LOCATED ON THE SOUTH SIDE OF U. S. HIGHWAY 61 AT
 BJ4305'THE OFFICE OF THE SHELL PIPELINE COMPANY.
 BJ4305'
 BJ4305'IT IS A TRIANGULAR IN CROSS SECTION STEEL STRUCTURE, PAINTED
 BJ4305'ALTERNATE RED AND WHITE BY SECTION, GUYED AND HAS 4 CIRCULAR FAN TYPE
 BJ4305'ANTENNAE NEAR THE TOP.  THE OVERALL HEIGHT IS 180 FEET.
 BJ4305'
 BJ4305'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3269 ***********************************************************************
 BK3269  CBN         -  This is a Cooperative Base Network Control Station.
 BK3269  PACS        -  This is a Primary Airport Control Station.
 BK3269  DESIGNATION -  NORMAN
 BK3269  PID         -  BK3269
 BK3269  STATE/COUNTY-  LA/BEAUREGARD
 BK3269  USGS QUAD   -  DERIDDER (1994)
 BK3269
 BK3269                         *CURRENT SURVEY CONTROL
 BK3269  ___________________________________________________________________
 BK3269* NAD 83(1992)-  30 50 07.92435(N)    093 20 07.00264(W)     ADJUSTED  
 BK3269* NAVD 88     -        60.40   (meters)     198.2    (feet)  GPS OBS   
 BK3269  ___________________________________________________________________
 BK3269  X           -    -318,900.183 (meters)                     COMP
 BK3269  Y           -  -5,472,104.200 (meters)                     COMP
 BK3269  Z           -   3,250,267.672 (meters)                     COMP
 BK3269  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 BK3269  ELLIP HEIGHT-          33.50  (meters)          (02/12/02) GPS OBS
 BK3269  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BK3269
 BK3269  HORZ ORDER  -  B
 BK3269  ELLP ORDER  -  FOURTH    CLASS II
 BK3269
 BK3269.This mark is at Beauregard Parish Airport (DRI)
 BK3269
 BK3269.The horizontal coordinates were established by GPS observations
 BK3269.and adjusted by the National Geodetic Survey in September 1992..
 BK3269
 BK3269.The orthometric height was determined by GPS observations and a
 BK3269.high-resolution geoid model.
 BK3269
 BK3269.GPS derived orthometric heights for airport stations designated as
 BK3269.PACS or SACS are published to 2 decimal places.  This maintains
 BK3269.centimeter relative accuracy between the PACS and SACS.  It does
 BK3269.not indicate centimeter accuracy relative to other marks which are
 BK3269.part of the NAVD 88 network.
 BK3269
 BK3269.Photographs are available for this station.
 BK3269
 BK3269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3269
 BK3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3269
 BK3269.The ellipsoidal height was determined by GPS observations
 BK3269.and is referenced to NAD 83.
 BK3269
 BK3269.The geoid height was determined by GEOID03.
 BK3269
 BK3269;                    North         East     Units Scale Factor Converg.
 BK3269;SPC LA S     -   260,562.779   808,482.038   MT  1.00003163   -1 00 03.6
 BK3269;SPC LA S     -   854,863.05  2,652,494.82   sFT  1.00003163   -1 00 03.6
 BK3269;SPC LA N     -    37,512.256   920,084.236   MT  1.00009155   -0 26 29.8
 BK3269;SPC LA N     -   123,071.46  3,018,643.03   sFT  1.00009155   -0 26 29.8
 BK3269;UTM  15      - 3,411,423.348   467,937.393   MT  0.99961268   -0 10 18.7
 BK3269
 BK3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3269!SPC LA S     -   0.99999474  x   1.00003163  =   1.00002637
 BK3269!SPC LA N     -   0.99999474  x   1.00009155  =   1.00008629
 BK3269!UTM  15      -   0.99999474  x   0.99961268  =   0.99960742
 BK3269
 BK3269:                Primary Azimuth Mark                     Grid Az
 BK3269:SPC LA S     -  NORMAN AZ MK                             191 06 58.9
 BK3269:SPC LA N     -  NORMAN AZ MK                             190 33 25.1
 BK3269:UTM  15      -  NORMAN AZ MK                             190 17 14.0
 BK3269
 BK3269|---------------------------------------------------------------------|
 BK3269| PID    Reference Object                     Distance      Geod. Az  |
 BK3269|                                                           dddmmss.s |
 BK3269| BK3268 NORMAN AZ MK                        APPROX. 1.1 KM 1900655.3 |
 BK3269|---------------------------------------------------------------------|
 BK3269
 BK3269                          SUPERSEDED SURVEY CONTROL
 BK3269
 BK3269  ELLIP H (05/09/94)   33.56   (m)                       GP(       ) 4 2
 BK3269  ELLIP H (09/10/92)   33.56   (m)                       GP(       ) 4 1
 BK3269  NAD 83(1986)-  30 50 07.94418(N)    093 20 06.99229(W) AD(       ) 3
 BK3269  NAD 27      -  30 50 07.23923(N)    093 20 06.39581(W) AD(       ) 3
 BK3269  NGVD 29 (08/21/91)   60.6    (m)          199.     (f) GPS OBS        
 BK3269
 BK3269.Superseded values are not recommended for survey control.
 BK3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3269.See file dsdata.txt to determine how the superseded data were derived.
 BK3269
 BK3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6793711423(NAD 83)
 BK3269_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3269_SP_SET: CONCRETE POST
 BK3269_STAMPING: NORMAN 1986
 BK3269_MARK LOGO: NGS   
 BK3269_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3269+STABILITY: SURFACE MOTION
 BK3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3269+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1999
 BK3269
 BK3269  HISTORY     - Date     Condition        Report By
 BK3269  HISTORY     - 1986     MONUMENTED       NGS
 BK3269  HISTORY     - 1986     GOOD             LADTD
 BK3269  HISTORY     - 19861231 GOOD             LADTD
 BK3269  HISTORY     - 19870211 GOOD
 BK3269  HISTORY     - 19870615 GOOD             NGS
 BK3269  HISTORY     - 19880506 GOOD
 BK3269  HISTORY     - 19910124 GOOD             NGS
 BK3269  HISTORY     - 19910924 GOOD             LADTD
 BK3269  HISTORY     - 19920323 GOOD
 BK3269  HISTORY     - 19930418 GOOD             LADTD
 BK3269  HISTORY     - 19990508 GOOD             NGS
 BK3269  HISTORY     - 20011125 GOOD             USPSQD
 BK3269
 BK3269                          STATION DESCRIPTION
 BK3269
 BK3269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BK3269'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTHWEST OF DERIDDER
 BK3269'AND IN THE NORTHEAST SECTION OF THE BEAUREGARD PARISH AIRPORT.
 BK3269'OWNERSHIP--BEAUREGARD PARISH, FOR ENTRANCE INTO THE AIRFIELD
 BK3269'CONTACT MR. OLIVER L. NORMAN, JR., AT THE BEAUREGARD PARISH
 BK3269'AIRPORT, P.O. BOX 310, DERIDDER, LA. 70634, PHONE 318-463-8250.
 BK3269'
 BK3269'TO REACH THE STATION FROM THE COURTHOUSE AT DERIDDER, GO NORTH ON
 BK3269'STEWART STREET FOR 0.2 KM (0.1 MI), THEN SOUTHWEST ON U.S. HIGHWAY
 BK3269'190  FOR 3 KM (1.9 MI), THEN SOUTH AND SOUTHWEST ON STATE HIGHWAY
 BK3269'3099 FOR 0.8 KM (0.5 MI), THEN 1 KM (0.6 MI) WEST ON A PARISH ROAD
 BK3269'LEADING TO THE AIRPORT, THEN NORTH ON A TAXIWAY FROM THE OFFICE AND
 BK3269'HANGAR BUILDING TO AN APPROACH ROAD ON THE LEFT LEADING TO TWO
 BK3269'SMALL METAL BUILDINGS THAT CONTROL THE LIGHTING SYSTEMS FOR THE
 BK3269'RUNWAYS AND ANANOMETER MAST AND THE STATION SET NEAR THE NORTHERN
 BK3269'ONE OF THE TWO BUILDING.
 BK3269'
 BK3269'THE STATION IS A STANDARD NGS DISK
 BK3269'STAMPED---NORMAN 1986---,
 BK3269'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3269'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3269'85.6 METERS (281 FT) WEST FROM THE CENTER OF A TAXIWAY,
 BK3269'20.9 METERS (68.5 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 BK3269'THE LARGER ONE OF TWO METAL BUILDINGS,
 BK3269'13.1 METERS (43 FT) NORTH FROM THE EXTENDED CENTER OF THE APPROACH
 BK3269'TO BUILDINGS,
 BK3269'11.9 METERS (39 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 BK3269'SMALLER METAL BUILDING AND
 BK3269'0.5 METER (1.5 FT) EAST FROM THE WITNESS POST.
 BK3269'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3269'STAMPED---NORMAN 1986---,
 BK3269'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK3269'
 BK3269'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 BK3269
 BK3269                          STATION RECOVERY (1986)
 BK3269
 BK3269'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 BK3269'RECOVERED IN GOOD CONDITION.
 BK3269
 BK3269                          STATION RECOVERY (1986)
 BK3269
 BK3269'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BK3269'ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF DERIDDER SET IN THE NORTHEAST
 BK3269'SECTION OF THE BEAUREGUARD PARISH AIRPORT SET NEAR TWO SMALL METAL
 BK3269'BUILDINGS THAT CONTROL THE LIGHTING SYSTEMS FOR THE RUNWAYS AND
 BK3269'ANANOMETER MAST WITH THE BENCH MARK SET NEAR THE NORTHERN ONE OF THE
 BK3269'TWO BUILDINGS, 85.6 METERS (280.8 FT) WEST OF THE CENTER OF THE
 BK3269'TAXIWAY, 20.9 METERS (68.6 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 BK3269'OF AN 8X8 FOOT METAL BUILDING, 11.9 METERS (39.0 FT) NORTHWEST OF THE
 BK3269'NORTHWEST CORNER OF A 6X6 FOOT METAL BUILDING AND 13.1 METERS (43.0
 BK3269'FT) NORTH OF THE EXTENDED CENTER OF THE APPROACH TO THE METAL
 BK3269'BUILDINGS.
 BK3269
 BK3269                          STATION RECOVERY (1987)
 BK3269
 BK3269'RECOVERED 1987
 BK3269'RECOVERED IN GOOD CONDITION.
 BK3269
 BK3269                          STATION RECOVERY (1987)
 BK3269
 BK3269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BK3269'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT NORTH OF THE
 BK3269'MAIN RAMP.  IT IS 68.5 FT (20.9 M) NORTH OF THE NORTHWEST CORNER OF
 BK3269'THE SOUTHERLY AND LARGER OF TWO EQUIPMENT BUILDINGS, 38.8 FT (11.8 M)
 BK3269'NORTHWEST OF THE NORTHWEST CORNER OF THE SMALLER BUILDING, AND 1 FT
 BK3269'(0.3 M) EAST OF AN ORANGE PLASTIC WITNESS POST.  IT IS AN NGS
 BK3269'HORIZONTAL CONTROL MARK DISK STAMPED NORMAN 1986, AND SET IN THE TOP
 BK3269'OF A 12 INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BK3269
 BK3269                          STATION RECOVERY (1988)
 BK3269
 BK3269'RECOVERED 1988
 BK3269'RECOVERED IN GOOD CONDITION.
 BK3269
 BK3269                          STATION RECOVERY (1991)
 BK3269
 BK3269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BK3269'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF DE RIDDER,
 BK3269'AT THE BEAUREGARD PARISH AIRPORT, IN AN OPEN GRASSY AREA NORTHWEST OF
 BK3269'THE FAA CONTROL BUILDING AND NORTHWEST OF TWO SMALL METAL BUILDINGS
 BK3269'THAT CONTROL THE LIGHTING SYSTUM AND ANANOMETER MASK.
 BK3269'OWNERSHIP--BEAUREGARD PARISH, P.O. BOX 310, DE RIDDER, LA 70634.
 BK3269'PHONE 318-463-7019, AIRPORT MANAGER IS OLIVER L. NORMAN, PHONE
 BK3269'318-463-8250.
 BK3269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190
 BK3269'WEST IN DE RIDDER, GO WEST ON HIGHWAY 190 FOR 4.10 KM (2.55 MI) TO
 BK3269'THE JUNCTION OF NICHOLS DRIVE ON THE LEFT.  TURN LEFT, SOUTH, ON
 BK3269'NICHOLS DRIVE FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF BLANKENSHIP
 BK3269'ROAD AND THE AIRPORT ENTRANCE ROAD STRAIGHT AHEAD.  CROSS BLANKENSHIP
 BK3269'ROAD AND AND GO SOUTH ONTO THE AIRPORT ENTRANCE ROAD FOR 0.64 KM
 BK3269'(0.40 MI) TO THE JUNCTION OF B STREET ON THE RIGHT.  TURN RIGHT,
 BK3269'WEST, ON B STREET FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF FIRST
 BK3269'STREET.  TURN LEFT, SOUTH ON FIRST STREET FOR 0.16 KM (0.10 MI) TO A
 BK3269'LARGE HANGAR AND GATE ON THE RIGHT.  PASS THRU THE GATE AND TURN
 BK3269'RIGHT, NORTH, ON THE APRON TO THE FAA CONTROL BUILDING ON THE RIGHT
 BK3269'AND AN ABANDONED TAXI STRAIGHT AHEAD.  CONTINUE AHEAD, NORTH, FOR
 BK3269'ABOUT 0.08 KM (0.05 MI) TO THE ENTRANCE DRIVE FOR TWO SMALL METAL
 BK3269'BUILDINGS ON THE LEFT.  TURN LEFT, WEST, ON THE PAVED DRIVE FOR ABOUT
 BK3269'0.08 KM (0.05 MI) TO THE STATION NORTHWEST OF THE NORTH ONE OF THE
 BK3269'TWO METAL BUILDINGS.
 BK3269'THE STATION IS LOCATED 85.6 M (280.8 FT) WEST OF THE CENTER OF THE
 BK3269'TAXI, 20.9 M (68.6 FT) NORTH-NORTHWEST OF NORTHWEST CORNER OF THE
 BK3269'LARGER ONE OF THE TWO BILUDINGS, 13.1 M (43.0 FT) NORTH OF THE
 BK3269'EXTENDED CENTER OF THE ENTRANCE DRIVE FOR THE BUILDINGS, 11.9 M
 BK3269'(39.0 FT) NORTHWEST OF THE NORTH ONE OF THE TWO BUILDINGS AND 1.5 M
 BK3269'(4.9 FT) EAST OF A FIBERGLASS WITNESS POST.
 BK3269
 BK3269                          STATION RECOVERY (1991)
 BK3269
 BK3269'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BK3269'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST OF THE
 BK3269'LOUISIANA-TEXAS STATE LINE, 10.0 MI (16.1 KM) NORTHEAST OF MERRYVILLE
 BK3269'AND 3.0 MI (4.8 KM) SOUTHWEST OF DERIDDER, AT THE BEAUREGARD PARISH
 BK3269'AIRFIELD.  OWNERSHIP--BEAUREGARD PARISH, FOR ENTRANCE INTO THE
 BK3269'AIRFIELD CONTACT MR. VIRGIL LITTLETON, MANAGER, P.O. BOX 310,
 BK3269'DERIDDER, LA. 70634, TELEPHONE 318-463-8250.
 BK3269'TO REACH THE STATION FROM THE COURTHOUSE IN DERIDDER, GO NORTH FOR 0.1
 BK3269'MI (0.2 KM) ON STEWART ST TO THE JUNCTION WITH U.S. HIGHWAY 190, TURN
 BK3269'LEFT AND GO WEST FOR 0.6 MI (1.0 KM) ON HIGHWAY 190 TO THE JUNCTION
 BK3269'WITH STATE HIGHWAY 3099, TURN LEFT AND GO SOUTH FOR 1.7 MI (2.7 KM)
 BK3269'ON HIGHWAY 3099 TO WHERE HIGHWAY 3099 TURNS LEFT AND A PARISH PAVED
 BK3269'ROAD GOES STRAIGHT, CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.5 MI
 BK3269'(0.8 KM) ON THE PARISH ROAD TO THE JUNCTION WITH THE AIRPORT ENTRANCE
 BK3269'ROAD, TURN LEFT AND GO SOUTH FOR 0.3 MI (0.5 KM) ON THE AIRPORT
 BK3269'ENTRANCE ROAD TO THE AIRPORT ENTRANCE GATE NEXT TO A HANGAR, CONTINUE
 BK3269'NORTHWEST FOR 0.2 MI (0.3 KM) FROM THE HANGAR ON AN ABANDONDED RUNWAY
 BK3269'EXIT RAMP TO THE STATION SET ON THE LEFT NEAR THE NORTHERN ONE OF TWO
 BK3269'SMALL BUILDINGS THAT CONTROLS THE LIGHTING SYSTEMS FOR THE RUNWAYS
 BK3269'AND ANANOMETER MAST.
 BK3269'THE STATION IS 281.0 FT (85.6 M) WEST FROM THE CENTER OF THE TAXIWAY,
 BK3269'68.5 FT (20.9 M) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE
 BK3269'LARGER ONE OF TWO METAL BUILDINGS, 43.0 FT (13.1 M) NORTH FROM THE
 BK3269'EXTENDED CENTER OF THE APPROACH TO THE BUILDINGS, 39.0 FT (11.9 M)
 BK3269'NORTHWEST FROM THE NORTHWEST CORNER OF THE SMALLER BUILDING, 1.5 FT
 BK3269'(0.5 M) EAST FROM A FIBERGLASS WITNES POST, FLUSH WITH THE GROUND
 BK3269'SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 BK3269
 BK3269                          STATION RECOVERY (1992)
 BK3269
 BK3269'RECOVERED 1992
 BK3269'RECOVERED IN GOOD CONDITION.
 BK3269
 BK3269                          STATION RECOVERY (1993)
 BK3269
 BK3269'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 BK3269'RECOVERED IN GOOD CONDITION.
 BK3269
 BK3269                          STATION RECOVERY (1999)
 BK3269
 BK3269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BK3269'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF DERIDDER, 1
 BK3269'KM (0.60 MI) SOUTH OF U.S.  HIGHWAY 190, AT THE BEAUREGARD PARISH
 BK3269'AIRPORT, IN THE NORTHEAST PART OF THE AIRFIELD, 0.2 KM (0.10 MI) NORTH
 BK3269'OF THE NORTH END OF THE APRON, BETWEEN A CLOSED TAXI AND CLOSED
 BK3269'RUNWAY, AND ADJACENT TO TWO SMALL AIRPORT BUILDINGS.
 BK3269'OWNERSHIP--BEAUREGARD PARISH, 1220 1ST AVENUE, DERIDDER, LA 70634.
 BK3269'AIRPORT MANAGER IS JOHN B.  JONES, III.  PHONE 318-463-8250 OR
 BK3269'318-462-3364.  FAX 318-463-5826.  CONTACT HIM FOR PERMISSION TO OCCUPY
 BK3269'THIS STATION AND ACCESS THROUGH THE GATE.  TO REACH FROM THE JUNCTION
 BK3269'OF U.S.  HIGHWAYS 190 AND 171 IN DOWNTOWN DERIDDER, GO WEST ON HIGHWAY
 BK3269'190 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF STATE HIGHWAY 3099.
 BK3269'CONTINUE WEST ON HIGHWAY 190 FOR 3.38 KM (2.10 MI) TO A PAVED ROAD
 BK3269'LEFT (BOB NICHOLS DRIVE) .  TURN LEFT, SOUTH-SOUTHEAST, ON THE ROAD
 BK3269'FOR 0.48 KM (0.30 MI) TO A PAVED CROSSROAD (BLANKENSHIP ROAD) AND THE
 BK3269'AIRPORT ENTRANCE ROAD AHEAD.  CONTINUE SOUTH-SOUTHEAST ON AIRPORT ROAD
 BK3269'FOR 0.8 KM (0.50 MI) TO THE T-JUNCTION OF D STREET. TURN RIGHT, WEST,
 BK3269'ON THE ROAD FOR 0.16 KM (0.10 MI) TO A PAVED CROSSROAD AT A HANGAR AND
 BK3269'OFFICE AND A GATE ON THE RIGHT.  TURN RIGHT, THEN LEFT, WEST, PASSING
 BK3269'THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO THE APRON.  TURN RIGHT,
 BK3269'NORTH, ALONG THE EAST SIDE OF THE APRON THEN A CLOSED TAXI FOR 0.24 KM
 BK3269'(0.15 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP
 BK3269'OF A 30 CM ROUND CONCRETE POST RECESSED 5 CM BELOW THE GROUND.  IT IS
 BK3269'85.6 M (280.8 FT) WEST OF THE TAXI CENTER, 13.9 M (45.6 FT) NORTHWEST
 BK3269'OF THE NORTHWEST CORNER OF A CONCRETE AND ROCK BUILDING, 13.1 M (43.0
 BK3269'FT) NORTH OF THE EXTENDED CENTER OF THE ROAD TO THE BUILDING, 11.9 M
 BK3269'(39.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL METAL
 BK3269'BUILDING, AND 0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 BK3269'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 BK3269
 BK3269                          STATION RECOVERY (2001)
 BK3269
 BK3269'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3268 ***********************************************************************
 BK3268  DESIGNATION -  NORMAN AZ MK
 BK3268  PID         -  BK3268
 BK3268  STATE/COUNTY-  LA/BEAUREGARD
 BK3268  USGS QUAD   -  DERIDDER (1994)
 BK3268
 BK3268                         *CURRENT SURVEY CONTROL
 BK3268  ___________________________________________________________________
 BK3268* NAD 83(1992)-  30 49 33.03532(N)    093 20 14.21510(W)     ADJUSTED  
 BK3268* NAVD 88     -        58.9    (meters)     193.     (feet)  VERTCON   
 BK3268  ___________________________________________________________________
 BK3268  X           -    -319,123.537 (meters)                     COMP
 BK3268  Y           -  -5,472,642.011 (meters)                     COMP
 BK3268  Z           -   3,249,344.595 (meters)                     COMP
 BK3268  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BK3268  ELLIP HEIGHT-          32.61  (meters)          (01/02/04) GPS OBS
 BK3268  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK3268
 BK3268  HORZ ORDER  -  THIRD
 BK3268  ELLP ORDER  -  FOURTH    CLASS II
 BK3268
 BK3268.This mark is at Beauregard Parish Airport (DRI)
 BK3268
 BK3268.The horizontal coordinates were established by GPS observations
 BK3268.and adjusted by the National Geodetic Survey in January 1993..
 BK3268
 BK3268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3268
 BK3268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3268
 BK3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3268
 BK3268.The ellipsoidal height was determined by GPS observations
 BK3268.and is referenced to NAD 83.
 BK3268
 BK3268.The geoid height was determined by GEOID03.
 BK3268
 BK3268;                    North         East     Units Scale Factor Converg.
 BK3268;SPC LA S     -   259,491.809   808,271.605   MT  1.00002918   -1 00 07.2
 BK3268;SPC LA S     -   851,349.38  2,651,804.42   sFT  1.00002918   -1 00 07.2
 BK3268;SPC LA N     -    36,439.216   919,884.256   MT  1.00009473   -0 26 33.6
 BK3268;SPC LA N     -   119,550.99  3,017,986.93   sFT  1.00009473   -0 26 33.6
 BK3268;UTM  15      - 3,410,349.893   467,742.561   MT  0.99961284   -0 10 22.2
 BK3268
 BK3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3268!SPC LA S     -   0.99999488  x   1.00002918  =   1.00002406
 BK3268!SPC LA N     -   0.99999488  x   1.00009473  =   1.00008961
 BK3268!UTM  15      -   0.99999488  x   0.99961284  =   0.99960772
 BK3268
 BK3268:                Primary Azimuth Mark                     Grid Az
 BK3268:SPC LA S     -  NORMAN                                   011 06 58.8
 BK3268:SPC LA N     -  NORMAN                                   010 33 25.2
 BK3268:UTM  15      -  NORMAN                                   010 17 13.8
 BK3268
 BK3268|---------------------------------------------------------------------|
 BK3268| PID    Reference Object                     Distance      Geod. Az  |
 BK3268|                                                           dddmmss.s |
 BK3268| BK3269 NORMAN                              APPROX. 1.1 KM 0100651.6 |
 BK3268|---------------------------------------------------------------------|
 BK3268
 BK3268                          SUPERSEDED SURVEY CONTROL
 BK3268
 BK3268  ELLIP H (01/21/93)   32.66   (m)                       GP(       ) 4 2
 BK3268  NAD 83(1986)-  30 49 33.05516(N)    093 20 14.20467(W) AD(       ) 3
 BK3268  NAD 27      -  30 49 32.34924(N)    093 20 13.60780(W) AD(       ) 3
 BK3268  NGVD 29 (11/20/87)   59.0    (m)          194.     (f) GPS OBS        
 BK3268
 BK3268.Superseded values are not recommended for survey control.
 BK3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3268.See file dsdata.txt to determine how the superseded data were derived.
 BK3268
 BK3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6774310350(NAD 83)
 BK3268_MARKER: DZ = AZIMUTH MARK DISK
 BK3268_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BK3268_SP_SET: CONCRETE POST
 BK3268_STAMPING: NORMAN 1986
 BK3268_MARK LOGO: NGS   
 BK3268_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3268+STABILITY: SURFACE MOTION
 BK3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3268+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1987
 BK3268
 BK3268  HISTORY     - Date     Condition        Report By
 BK3268  HISTORY     - 1986     MONUMENTED       NGS
 BK3268  HISTORY     - 19861231 GOOD             LADTD
 BK3268  HISTORY     - 19870211 GOOD
 BK3268  HISTORY     - 19870615 GOOD             NGS
 BK3268  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BK3268
 BK3268                          STATION DESCRIPTION
 BK3268
 BK3268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BK3268'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTHWEST OF DERIDDER
 BK3268'AND AT THE SOUTH END OF THE BEAUREGARD PARISH AIRPORT.
 BK3268'OWNERSHIP--BEAUREGARD PARISH, FOR ENTRANCE INTO THE AIRFIELD
 BK3268'CONTACT MR. OLIVER L. NORMAN, JR., AT THE BEAUREGARD PARISH
 BK3268'AIRPORT, P.O. BOX 310, DERIDDER, LA. 70634, PHONE 318-463-8250.
 BK3268'
 BK3268'TO REACH THE STATION FROM THE COURTHOUSE AT DERIDDER, GO NORTH ON
 BK3268'STEWART STREET FOR 0.2 KM (0.1 MI), THEN SOUTHWEST ON U.S. HIGHWAY
 BK3268'190 FOR 3 KM (1.9 MI), THEN SOUTH AND SOUTHWEST ON STATE HIGHWAY
 BK3268'3099 FOR 0.8 KM (0.5 MI), THEN 1 KM (0.6 MI) WEST ON A PARISH ROAD
 BK3268'LEADING TO THE AIRPORT, THEN GO SOUTHWEST FROM THE
 BK3268'OFFICE AND HANGAR BUILDING FOR 0.5 KM (0.3 MI) ON A TAXIWAY TO THE
 BK3268'NORTH-SOUTH RUNWAY, THEN SOUTH FOR 0.3 KM (0.2 MI) ON THE RUNWAY TO
 BK3268'THE STATION ON THE LEFT AT AN ABANDONED TAXIWAY AND ABOUT 0.3 KM
 BK3268'(0.2 MI) NORTH OF THE SOUTH END OF THE RUNWAY.
 BK3268'
 BK3268'THE STATION IS A STANDARD NGS DISK
 BK3268'STAMPED---NORMAN 1986---,
 BK3268'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3268'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3268'71.6 METERS (235 FT) EAST-SOUTHEAST FROM A TRIPLE GLIDE LIGHT VASI,
 BK3268'36.3 METERS (119 FT) SOUTHEAST FROM A RUNWAY LIGHT,
 BK3268'36 METERS (118 FT) EAST FROM THE CENTER OF THE NORTH-SOUTH RUNWAY,
 BK3268'10.7 METERS (35 FT) NORTH FROM THE CENTER OF AN ABANDONED TAXIWAY
 BK3268'AND
 BK3268'0.6 METER (2 FT) WEST FROM THE WITNESS POST.
 BK3268'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3268'STAMPED---NORMAN 1986---,
 BK3268'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BK3268'
 BK3268'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 BK3268
 BK3268                          STATION RECOVERY (1986)
 BK3268
 BK3268'RECOVERY NOTE BY LA TRANSP AND DEV 1986 (TLH)
 BK3268'ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF DERIDDER SET AT THE BEAUREGUARD
 BK3268'PARISH AIRPORT, THENCE SOUTHWEST FROM THE OFFICE AND HANGAR BUILDING
 BK3268'FOR 0.5 KM (0.30 MI) TO THE NORTH-SOUTH RUNWAY, THENCE 0.3 KM (0.20
 BK3268'MI) SOUTH ON THE RUNWAY TO THE AZIMUTH MARK ON THE LEFT AT AN
 BK3268'ABANDONED TAXIWAY AND ABOUT 0.3 KM (0.20 MI) NORTH ON THE SOUTH END OF
 BK3268'THE RUNWAY, 71.6 METERS (234.9 FT) EAST-SOUTHEAST OF A TRIPLE GLIDE
 BK3268'LIGHT VASI, 36.3 METERS (119.1 FT) SOUTHEAST OF A RUNWAY LIGHT, 36
 BK3268'METERS (118.1 FT) EAST OF THE CENTER OF THE NORTH-SOUTH RUNWAY AND
 BK3268'10.7 METERS (35.1 FT) NORTH OF THE CENTER OF AN ABANDONED TAXIWAY.
 BK3268
 BK3268                          STATION RECOVERY (1987)
 BK3268
 BK3268'RECOVERED 1987
 BK3268'RECOVERED IN GOOD CONDITION.
 BK3268
 BK3268                          STATION RECOVERY (1987)
 BK3268
 BK3268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BK3268'THE STATION IS LOCATED IN THE SOUTH PART OF THE AIRPORT NEAR RUNWAY
 BK3268'END 36.  IT IS 1078.7 FT (328.8 M) NORTH OF THE CENTERLINE END OF RWY
 BK3268'36, 119.0 FT (36.3 M) EAST OF THE CENTERLINE OF THE RUNWAY, 118.7 FT
 BK3268'(36.2 M) SOUTHEAST OF THE 6TH RUNWAY LIGHT NORTH OF RWY END 36, 104.4
 BK3268'FT (31.8 M) NORTHEAST OF THE 5TH RUNWAY LIGHT, 38.6 FT (11.8 M) NORTH
 BK3268'OF THE CENTER OF A YELLOW PAINTED X ON AN ABANDONED TAXIWAY, AND 2 FT
 BK3268'(0.6 M) WEST OF AN ORANGE PLASTIC WITNESS POST.  IT IS AN NGS AZIMUTH
 BK3268'MARK DISK STAMPED NORMAN 1986, AND SET IN THE TOP OF A 12 INCH ROUND
 BK3268'CONCRETE POST FLUSH WITH THE GROUND.
 BK3268
 BK3268                          STATION RECOVERY (2001)
 BK3268
 BK3268'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3025 ***********************************************************************
 CP3025  DESIGNATION -  NORRIS
 CP3025  PID         -  CP3025
 CP3025  STATE/COUNTY-  LA/FRANKLIN
 CP3025  USGS QUAD   -  LIDDIEVILLE (1983)
 CP3025
 CP3025                         *CURRENT SURVEY CONTROL
 CP3025  ___________________________________________________________________
 CP3025* NAD 83(1992)-  32 09 29.45931(N)    091 46 25.30532(W)     ADJUSTED  
 CP3025* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 CP3025  ___________________________________________________________________
 CP3025  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CP3025  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP3025
 CP3025  HORZ ORDER  -  SECOND
 CP3025
 CP3025.The horizontal coordinates were established by classical geodetic methods
 CP3025.and adjusted by the National Geodetic Survey in January 1993..
 CP3025
 CP3025.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3025
 CP3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3025
 CP3025.The geoid height was determined by GEOID03.
 CP3025
 CP3025;                    North         East     Units Scale Factor Converg.
 CP3025;SPC LA N     -   184,081.215 1,068,506.912   MT  0.99992351   +0 23 02.4
 CP3025;SPC LA N     -   603,939.79  3,505,593.09   sFT  0.99992351   +0 23 02.4
 CP3025;UTM  15      - 3,558,628.039   615,635.527   MT  0.99976490   +0 39 10.0
 CP3025
 CP3025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3025!SPC LA N     -   1.00000079  x   0.99992351  =   0.99992430
 CP3025!UTM  15      -   1.00000079  x   0.99976490  =   0.99976569
 CP3025
 CP3025|---------------------------------------------------------------------|
 CP3025| PID    Reference Object                     Distance      Geod. Az  |
 CP3025|                                                           dddmmss.s |
 CP3025| CP3024 NORRIS LDH 1971 RM 1                  6.865 METERS 08126     |
 CP3025| CP3012 WINNSBORO PIPE RAD KKQ 976 MST      APPROX. 5.4 KM 0981719.8 |
 CP3025| CY4341 NORRIS AZ MK                                       2510213.6 |
 CP3025| CY4342 NORRIS RM 2                          20.878 METERS 28216     |
 CP3025|---------------------------------------------------------------------|
 CP3025
 CP3025                          SUPERSEDED SURVEY CONTROL
 CP3025
 CP3025  NAD 83(1986)-  32 09 29.47208(N)    091 46 25.29909(W) AD(       ) 2
 CP3025  NAD 27      -  32 09 28.92202(N)    091 46 24.84249(W) AD(       ) 2
 CP3025  NGVD 29 (07/19/86)   21.1    (m)           69.     (f) VERT ANG       
 CP3025
 CP3025.Superseded values are not recommended for survey control.
 CP3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3025.See file dsdata.txt to determine how the superseded data were derived.
 CP3025
 CP3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1563658628(NAD 83)
 CP3025_MARKER: DD = SURVEY DISK
 CP3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3025
 CP3025  HISTORY     - Date     Condition        Report By
 CP3025  HISTORY     - 1971     MONUMENTED       LADTD
 CP3025  HISTORY     - 1975     GOOD             LOCENG
 CP3025
 CP3025                          STATION DESCRIPTION
 CP3025
 CP3025'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP3025'THE STATION IS LOCATED 3.5 MILES WEST OF WINNSBORO, 5 MILES
 CP3025'EAST-NORTHEAST OF LIDDIEVILLE AND 10 MILES NORTHWEST OF GILBERT,
 CP3025'IN THE NORTHEAST 1/4 OF SECTION 32, T14N, R7E, AND ON THE
 CP3025'PROPERTY OWNED BY JAMES NORRIS, ADDRESS WINNSBORO - LIDDIEVILLE
 CP3025'ROAD, TELEPHONE 435-6321.
 CP3025'
 CP3025'TO REACH THE STATION FROM THE CITY HALL IN WINNSBORO ON STATE
 CP3025'HIGHWAY 15, DRIVE NORTH ALONG HIGHWAY 15 FOR 0.3 MILE TO THE
 CP3025'INTERSECTION WITH A ROAD LEADING WEST ON LEFT, GO WEST ALONG
 CP3025'ROAD TO A FORK, TAKE THE LEFT ROAD AT FORK (STATE HIGHWAY 130)
 CP3025'AND GO 2.9 MILES TO DRIVE ON LEFT LEADING TO THE NORRIS
 CP3025'RESIDENCE.  STATION IS SET IN THE NORTHEAST CORNER OF THE YARD
 CP3025'NEAR A LARGE OAK TREE.
 CP3025'
 CP3025'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST
 CP3025'ALONG STATE HIGHWAY 130 FOR 0.4 MILE TO THE MARK WHICH IS SET
 CP3025'ON THE RIGHT AND NORTHWEST OF THE HIGHWAY NEAR A CHURCH.
 CP3025'
 CP3025'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3025'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3025'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3025'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3025'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3025'SURFACE.  THEY ARE STAMPED NORRIS 1971.  THE MARK IS 75 FEET
 CP3025'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 130, 68 FEET EAST OF
 CP3025'A METAL WITNESS POST AND SIGN, 67 FEET EAST OF A FENCE CORNER,
 CP3025'37 FEET WEST OF A 30 INCH OAK TREE, 18 FEET NORTHEAST OF THE
 CP3025'CENTER OF A GRAVEL DRIVE, AND 7 FEET NORTH OF A 30 INCH OAK
 CP3025'TREE.
 CP3025'
 CP3025'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3025'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3025'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3025'GROUND.  IT IS STAMPED NORRIS R.M. 1 1971.  IT IS 81 FEET
 CP3025'SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 130, 61 FEET
 CP3025'SOUTH-SOUTHWEST OF A FENCE CORNER, 40 FEET NORTHEAST OF THE
 CP3025'CENTER OF A GRAVEL DRIVE, 24 FEET NORTHEAST OF A 30 INCH OAK
 CP3025'TREE, AND 14 FEET WEST OF A 30 INCH OAK TREE.
 CP3025'
 CP3025'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3025'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3025'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3025'GROUND.  IT IS STAMPED NORRIS R.M. 2 1971.  IT IS 70 FEET
 CP3025'WEST-NORTHWEST OF A 30 INCH OAK TREE, 36 FEET WEST-SOUTHWEST OF
 CP3025'THE CENTER OF A GRAVEL DRIVE, 36 FEET SOUTH-SOUTHEAST OF THE
 CP3025'CENTER OF STATE HIGHWAY 130, 17 FEET EAST-NORTHEAST OF A POWER
 CP3025'POLE AND 2 FEET NORTH-NORTHWEST OF A FENCE CORNER.
 CP3025'
 CP3025'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3025'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3025'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3025'GROUND.  IT IS STAMPED NORRIS AZ.MK. 1971.  IT IS 37 FEET
 CP3025'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 130, 23 FEET
 CP3025'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 14 FEET
 CP3025'WEST-NORTHWEST OF THE WEST END OF A METAL CULVERT, 4 FEET SOUTH
 CP3025'OF A POWER POLE, AND 2 FEET WEST OF A METAL WITNESS POST AND
 CP3025'SIGN.
 CP3025'
 CP3025'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3025
 CP3025                          STATION RECOVERY (1975)
 CP3025
 CP3025'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (WJB)
 CP3025'NORRIS 1971 RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2585 ***********************************************************************
 AU2585  DESIGNATION -  NORTH
 AU2585  PID         -  AU2585
 AU2585  STATE/COUNTY-  LA/IBERIA
 AU2585  USGS QUAD   -  CYPREMORT POINT (1994)
 AU2585
 AU2585                         *CURRENT SURVEY CONTROL
 AU2585  ___________________________________________________________________
 AU2585* NAD 83(1992)-  29 38 23.30455(N)    091 54 07.28289(W)     ADJUSTED  
 AU2585* NAVD 88     -         0.4    (meters)       1.     (feet)  VERTCON   
 AU2585  ___________________________________________________________________
 AU2585  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AU2585  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU2585
 AU2585  HORZ ORDER  -  SECOND
 AU2585
 AU2585.The horizontal coordinates were established by classical geodetic methods
 AU2585.and adjusted by the National Geodetic Survey in January 1993..
 AU2585
 AU2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2585
 AU2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2585
 AU2585.The geoid height was determined by GEOID03.
 AU2585
 AU2585;                    North         East     Units Scale Factor Converg.
 AU2585;SPC LA S     -   126,478.551   944,935.407   MT  0.99994547   -0 17 03.7
 AU2585;SPC LA S     -   414,955.05  3,100,175.58   sFT  0.99994547   -0 17 03.7
 AU2585;UTM  15      - 3,279,377.779   606,281.017   MT  0.99973937   +0 32 35.0
 AU2585
 AU2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2585!SPC LA S     -   1.00000398  x   0.99994547  =   0.99994945
 AU2585!UTM  15      -   1.00000398  x   0.99973937  =   0.99974335
 AU2585
 AU2585|---------------------------------------------------------------------|
 AU2585| PID    Reference Object                     Distance      Geod. Az  |
 AU2585|                                                           dddmmss.s |
 AU2585| CW1081 NORTH RM 1                           38.496 METERS 02443     |
 AU2585| AU2624 WEEKS IS MYLES SALT WKS TK          APPROX.20.5 KM 0255814.5 |
 AU2585| AU2617 CYPREMORT PLANTATION STK            APPROX.19.5 KM 0394244.8 |
 AU2585| AU2615 CYPREMORT CHURCH                    APPROX.19.6 KM 0401312.2 |
 AU2585| CW1083 NORTH RM 3                           18.440 METERS 06308     |
 AU2585| CW1082 NORTH RM 2                           45.720 METERS 13749     |
 AU2585| AV0632 MUDDY                               APPROX.12.4 KM 2662655.2 |
 AU2585| AU2630 AVERY ISLAND SALT WORKS TANK        APPROX.28.3 KM 3582827.1 |
 AU2585|---------------------------------------------------------------------|
 AU2585
 AU2585                          SUPERSEDED SURVEY CONTROL
 AU2585
 AU2585  NAD 83(1986)-  29 38 23.32722(N)    091 54 07.27540(W) AD(       ) 2
 AU2585  NAD 27      -  29 38 22.56100(N)    091 54 06.83900(W) AD(       ) 2
 AU2585  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 AU2585
 AU2585.Superseded values are not recommended for survey control.
 AU2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2585.See file dsdata.txt to determine how the superseded data were derived.
 AU2585
 AU2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0628179378(NAD 83)
 AU2585_MARKER: DS = TRIANGULATION STATION DISK
 AU2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2585
 AU2585  HISTORY     - Date     Condition        Report By
 AU2585  HISTORY     - 1933     MONUMENTED       CGS
 AU2585  HISTORY     - 1945     GOOD             ATRECO
 AU2585  HISTORY     - 1948     GOOD             CGS
 AU2585  HISTORY     - 1966     GOOD             CGS
 AU2585  HISTORY     - 1967     GOOD             ATRECO
 AU2585  HISTORY     - 1979     GOOD             NGS
 AU2585
 AU2585                          STATION DESCRIPTION
 AU2585
 AU2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2585'STATION IS ON THE NORTHERNMOST POINT OF MARSH ISLAND, ABOUT
 AU2585'2 MILES W OF A CONSERVATION DEPARTMENT TOWER, 165 METERS
 AU2585'(540 FEET) FROM THE SHORE LINE TO THE E, 235 METERS (770
 AU2585'FEET) FROM THE MOST NORTHERLY PART OF THE POINT, 106 METERS
 AU2585'(350 FEET) FROM THE SHORE LINE TO THE W, 95 METERS (310
 AU2585'FEET) FROM A COVE TO THE NW, AND IN SOFT MARSH.
 AU2585'
 AU2585'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2585'SET IN SQUARE BLOCKS OR POSTS OF CONCRETE.
 AU2585'
 AU2585'REFERENCE MARK NO. 1 IS IN SOFT MARSH TOWARD THE SHORE LINE
 AU2585'AND 38.458 METERS (126.17 FEET) FROM THE STATION N 24 DEG 43 MIN E.
 AU2585'
 AU2585'REFERENCE MARK NO. 2 IS IN SOFT MARSH AND 45.758 METERS
 AU2585'(150.12 FEET) FROM THE STATION S 42 DEG 11 MIN E.
 AU2585'
 AU2585'THE STATION CAN BE REACHED ONLY BY BOAT.
 AU2585
 AU2585                          STATION RECOVERY (1945)
 AU2585
 AU2585'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1945 (LSW)
 AU2585'STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION
 AU2585'AND AS DESCRIBED.
 AU2585
 AU2585                          STATION RECOVERY (1948)
 AU2585
 AU2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2585'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2585'THE 1935 RECOVERY NOTE IS ADEQUATE AND COMPLETE.
 AU2585
 AU2585                          STATION RECOVERY (1966)
 AU2585
 AU2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2585'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2585'THE STATION MARK IS 2 INCHES BELOW THE SURFACE OF THE MARSH
 AU2585'AND THERE IS AN 8 FOOT WOOD STAND IN PLACE OVER THE MARK.
 AU2585'REFERENCE MARK 1 IS FLUSH WITH THE MARSH AND A METAL WITNESS
 AU2585'POST WAS SET AT THIS MARK.  REFERENCE MARK 2 PROJECTS 2
 AU2585'INCHES ABOVE THE MUD.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 AU2585'AND COMPLETE.
 AU2585
 AU2585                          STATION RECOVERY (1967)
 AU2585
 AU2585'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1967 (RLC)
 AU2585'STATION WAS VISITED AND FOUND IN GOOD CONDITION.  STATION
 AU2585'MARK IS COVERED WITH ABOUT 2 INCHES OF MUD.
 AU2585
 AU2585                          STATION RECOVERY (1979)
 AU2585
 AU2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2585'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 AU2585'RECOVERED IN GOOD CONDITION.  DIFFERENCES IN DISTANCE
 AU2585'OF 0.13 FEET LONGER TO REFERENCE MARK 1 AND 0.12 FEET
 AU2585'SHORTER TO REFERENCE MARK 2 WERE NOTED AND VERIFIED AT
 AU2585'THIS TIME.  NO OLD DATA WAS AVAILABLE FOR COMPARISON
 AU2585'OF THE ANGLE BETWEEN THE REFERENCE MARKS.  REFERENCE
 AU2585'MARK 3 WAS ESTABLISHED AT THIS TIME.
 AU2585'
 AU2585'THE STATION IS LOCATED ABOUT 25 MILES SOUTH-SOUTHWEST OF
 AU2585'NEW IBERIA, 24 MILES SOUTHWEST OF FRANKLIN, ON THE
 AU2585'EXTREME NORTH POINT OF MARSH ISLAND, AND DUE NORTH OF
 AU2585'BAYOU LUCIEN.
 AU2585'
 AU2585'THE DISTANCE TO REFERENCE MARK 1 IS 126.30 FEET, TO REFERENCE
 AU2585'MARK 2 IS 150.00 FEET, TO REFERENCE MARK 3 IS 60.50 FEET, BETWEEN
 AU2585'REFERENCE MARKS 1 AND 3 IS 87.39 FEET, AND BETWEEN REFERENCE MARKS
 AU2585'2 AND 3 IS 146.15 FEET.  THE ANGLE BETWEEN REFERENCE MARKS 1 AND 3
 AU2585'IS 38 DEGREES, 25 MINUTES, AND 27.20 SECONDS, AND BETWEEN
 AU2585'REFERENCE MARKS 1 AND 2 IS 113 DEGRESS, 3 MINUTES, AND 27.90
 AU2585'SECONDS.
 AU2585'
 AU2585'THE STATION WAS REACHED
 AU2585'BY HELICOPTER FROM THE NEW IBERIA AIRPORT.
 AU2585'
 AU2585'THE STATION IS A STANDARD CGS DISK
 AU2585'STAMPED---NORTH 1933---,
 AU2585'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AU2585'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 AU2585'200 FEET WEST FROM THE SHELL BANK,
 AU2585'125 FEET SOUTH OF THE POINT,
 AU2585'1 FEET NORTH FROM A PVC PIPE, AND
 AU2585'1 FEET SOUTH FROM A WITNESS POST.
 AU2585'
 AU2585'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AU2585'STAMPED---NORTH NO 1 1933---,
 AU2585'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AU2585'FLUSH WITH GROUND.  IT IS LOCATED
 AU2585'ON THE NORTH POINT AND AT THE HIGH WATER LINE.
 AU2585'MARK IS LEVEL WITH STATION.
 AU2585'
 AU2585'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AU2585'STAMPED---NORTH NO 2 1933---,
 AU2585'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AU2585'FLUSH WITH GROUND.
 AU2585'MARK IS LEVEL WITH STATION.
 AU2585'
 AU2585'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AU2585'STAMPED---NORTH NO 3 1933 1979---,
 AU2585'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD,
 AU2585'ENCASED BY A PVC PIPE AND PROJECTS 16 INCHES.
 AU2585'IT IS LOCATED
 AU2585'80 FEET EAST FROM THE WEST SHORE,
 AU2585'75 FEET SOUTH FROM THE POINT, AND
 AU2585'60 FEET WEST FROM THE EAST SHORE.
 AU2585'MARK IS LEVEL WITH STATION.
 AU2585'
 AU2585'THE STATION WAS POSITIONED BY THE INERTIAL SURVEY SYSTEM AT THIS
 AU2585'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1967 ***********************************************************************
 BJ1967  DESIGNATION -  NORTH BOULEVARD BOLT
 BJ1967  PID         -  BJ1967
 BJ1967  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1967  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ1967
 BJ1967                         *CURRENT SURVEY CONTROL
 BJ1967  ___________________________________________________________________
 BJ1967* NAD 83(1986)-  30 26 50.     (N)    091 11 13.     (W)     SCALED    
 BJ1967* NAVD 88     -        15.44   (+/-2cm)      50.7    (feet)  VERTCON   
 BJ1967  ___________________________________________________________________
 BJ1967  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1967
 BJ1967  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1967
 BJ1967.The horizontal coordinates were scaled from a topographic map and have
 BJ1967.an estimated accuracy of +/- 6 seconds.
 BJ1967
 BJ1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1967.The vertical order pertains to the NGVD 29 superseded value.
 BJ1967
 BJ1967.The geoid height was determined by GEOID03.
 BJ1967
 BJ1967;                    North         East    Units  Estimated Accuracy
 BJ1967;SPC LA S     -   215,850.    1,014,060.      MT  (+/- 180 meters Scaled)
 BJ1967
 BJ1967                          SUPERSEDED SURVEY CONTROL
 BJ1967
 BJ1967  NGVD 29 (??/??/??)   15.440  (m)           50.66   (f) ADJUSTED    1 2
 BJ1967
 BJ1967.Superseded values are not recommended for survey control.
 BJ1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1967.See file dsdata.txt to determine how the superseded data were derived.
 BJ1967
 BJ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740697(NAD 83)
 BJ1967_MARKER: B = BOLT
 BJ1967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1967_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1967
 BJ1967  HISTORY     - Date     Condition        Report By
 BJ1967  HISTORY     - UNK      MONUMENTED       DOD
 BJ1967  HISTORY     - 1964     GOOD             CGS
 BJ1967
 BJ1967                          STATION DESCRIPTION
 BJ1967
 BJ1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1967'IN BATON ROUGE.
 BJ1967'AT BATON ROUGE, AT THE INTERSECTION OF NORTH BLVD AND ST. FERDINAND
 BJ1967'STREET, NEAR THE EAST END OF A SMALL PARK AT EAST END OF NORTH BLVD,
 BJ1967'14.5 FEET NORTH OF THE NORTH CURB OF THE EAST BOUND LANE OF THE BLVD,
 BJ1967'29.5 FEET WEST OF THE WEST CURB OF ST. FERDINAND STREET, 1 1/2 FEET
 BJ1967'ABOVE THE LEVEL OF THE BLVD, A COPPER BOLT LEADED IN THE TOP OF A TILE
 BJ1967'4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BJ1967'BEARING AN UNSTAMPED CAP.  THE PIPE AND CAP PROJECTS 1 1/2 FEET ABOVE
 BJ1967'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0966 ***********************************************************************
 BJ0966  DESIGNATION -  NORTH BOULEVARD CAP
 BJ0966  PID         -  BJ0966
 BJ0966  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0966  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0966
 BJ0966                         *CURRENT SURVEY CONTROL
 BJ0966  ___________________________________________________________________
 BJ0966* NAD 83(1986)-  30 26 50.     (N)    091 11 13.     (W)     SCALED    
 BJ0966* NAVD 88     -        16.70   (+/-2cm)      54.8    (feet)  VERTCON   
 BJ0966  ___________________________________________________________________
 BJ0966  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0966
 BJ0966  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0966
 BJ0966.The horizontal coordinates were scaled from a topographic map and have
 BJ0966.an estimated accuracy of +/- 6 seconds.
 BJ0966
 BJ0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0966.The vertical order pertains to the NGVD 29 superseded value.
 BJ0966
 BJ0966.The geoid height was determined by GEOID03.
 BJ0966
 BJ0966;                    North         East    Units  Estimated Accuracy
 BJ0966;SPC LA S     -   215,850.    1,014,060.      MT  (+/- 180 meters Scaled)
 BJ0966
 BJ0966                          SUPERSEDED SURVEY CONTROL
 BJ0966
 BJ0966  NGVD 29 (??/??/??)   16.701  (m)           54.79   (f) ADJUSTED    1 1
 BJ0966
 BJ0966.Superseded values are not recommended for survey control.
 BJ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0966.See file dsdata.txt to determine how the superseded data were derived.
 BJ0966
 BJ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740697(NAD 83)
 BJ0966_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0966_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0966
 BJ0966  HISTORY     - Date     Condition        Report By
 BJ0966  HISTORY     - UNK      MONUMENTED       DOD
 BJ0966  HISTORY     - 1964     GOOD             CGS
 BJ0966  HISTORY     - 1976     GOOD             NGS
 BJ0966
 BJ0966                          STATION DESCRIPTION
 BJ0966
 BJ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0966'IN BATON ROUGE.
 BJ0966'AT BATON ROUGE, AT THE INTERSECTION OF NORTH BLVD AND ST. FERDINAND
 BJ0966'STREET, NEAR THE EAST END OF A SMALL PARK AT EAST END OF NORTH BLVD,
 BJ0966'14.5 FEET NORTH OF THE NORTH CURB OF THE EAST BOUND LANE OF THE BLVD,
 BJ0966'29.5 FEET WEST OF THE WEST CURB OF ST. FERDINAND STREET, 1 1/2 FEET
 BJ0966'ABOVE THE LEVEL OF THE BLVD.  AN IRON PIPE BEARING AN UNSTAMPED CAP.
 BJ0966'THE PIPE AND CAP PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0966
 BJ0966                          STATION RECOVERY (1976)
 BJ0966
 BJ0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1638 ***********************************************************************
 BW1638  DESIGNATION -  NORTH FERRIDAY RESET
 BW1638  PID         -  BW1638
 BW1638  STATE/COUNTY-  LA/CONCORDIA
 BW1638  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1638
 BW1638                         *CURRENT SURVEY CONTROL
 BW1638  ___________________________________________________________________
 BW1638* NAD 83(1986)-  31 39 45.     (N)    091 31 02.     (W)     SCALED    
 BW1638* NAVD 88     -        19.68   (+/-2cm)      64.6    (feet)  VERTCON   
 BW1638  ___________________________________________________________________
 BW1638  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1638
 BW1638  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1638
 BW1638.The horizontal coordinates were scaled from a topographic map and have
 BW1638.an estimated accuracy of +/- 6 seconds.
 BW1638
 BW1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1638.The vertical order pertains to the NGVD 29 superseded value.
 BW1638
 BW1638.The geoid height was determined by GEOID03.
 BW1638
 BW1638;                    North         East    Units  Estimated Accuracy
 BW1638;SPC LA N     -   129,320.    1,093,200.      MT  (+/- 180 meters Scaled)
 BW1638
 BW1638                          SUPERSEDED SURVEY CONTROL
 BW1638
 BW1638  NGVD 29 (??/??/92)   19.680  (m)           64.57   (f) ADJ UNCH    1 2
 BW1638
 BW1638.Superseded values are not recommended for survey control.
 BW1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1638.See file dsdata.txt to determine how the superseded data were derived.
 BW1638
 BW1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR405039(NAD 83)
 BW1638_MARKER: P = PIPE CAP
 BW1638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1638_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1638_STAMPING: B.M.-N. FERRIDAY RESET 1966
 BW1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1638
 BW1638  HISTORY     - Date     Condition        Report By
 BW1638  HISTORY     - 1966     MONUMENTED       CGS
 BW1638
 BW1638                          STATION DESCRIPTION
 BW1638
 BW1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1638'3.25 MI NE FROM FERRIDAY.
 BW1638'ABOUT 3.25 MILES NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST
 BW1638'OFFICE AT FERRIDAY, IN T 8 N, R 9 E, 42 FEET SOUTH OF THE CENTER OF
 BW1638'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 900, 34 FEET SOUTHEAST
 BW1638'OF THE CENTER LINE OF THE HIGHWAY, 108 FEET SOUTH AND ACROSS THE
 BW1638'HIGHWAY FROM THE SOUTHWEST CORNER OF A HOUSE AND A STORE, 119 FEET
 BW1638'NORTHWEST OF THE CENTER LINE OF A LEVEE, 14 FEET EAST OF A 36-INCH
 BW1638'PECAN TREE, 8 1/2 FEET SOUTHEAST OF A FENCE, 9.6 FEET SOUTHEAST OF A
 BW1638'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A BRASS CAP ON THE
 BW1638'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1336 ***********************************************************************
 BJ1336  DESIGNATION -  NORTH GATE 2
 BJ1336  PID         -  BJ1336
 BJ1336  STATE/COUNTY-  LA/ORLEANS
 BJ1336  USGS QUAD   -  SPANISH FORT (1992)
 BJ1336
 BJ1336                         *CURRENT SURVEY CONTROL
 BJ1336  ___________________________________________________________________
 BJ1336* NAD 83(1992)-  30 01 15.13958(N)    090 06 51.17677(W)     ADJUSTED  
 BJ1336* NAVD 88     -         3.27   (+/-2cm)      10.7  **(feet)  VERTCON   
 BJ1336  **This station is located in a subsidence area (see below).
 BJ1336  ___________________________________________________________________
 BJ1336  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ1336  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BJ1336
 BJ1336  HORZ ORDER  -  THIRD
 BJ1336  VERT ORDER  -  THIRD (See Below)
 BJ1336
 BJ1336.The horizontal coordinates were established by classical geodetic methods
 BJ1336.and adjusted by the National Geodetic Survey in January 1993..
 BJ1336.No horizontal observational check was made to the station.
 BJ1336
 BJ1336 ** The orthometric height has not been validated since last determined
 BJ1336 ** by differential leveling and should not be used for control purposes.
 BJ1336 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1336 ** area with valid NAVD 88 orthometric heights.
 BJ1336 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1336 ** epoch indicated which incorporates improved geoid heights for the
 BJ1336 ** Southern Louisiana Subsidence area.
 BJ1336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1336.The vertical order pertains to the NGVD 29 superseded value.
 BJ1336
 BJ1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1336
 BJ1336.The geoid height was determined by GEOID03.
 BJ1336
 BJ1336;                    North         East     Units Scale Factor Converg.
 BJ1336;SPC LA S     -   169,205.512 1,117,592.552   MT  0.99992581   +0 36 34.5
 BJ1336;SPC LA S     -   555,135.08  3,666,634.90   sFT  0.99992581   +0 36 34.5
 BJ1336;UTM  15      - 3,324,606.838   778,328.138   MT  1.00055587   +1 26 41.0
 BJ1336
 BJ1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1336!SPC LA S     -   1.00000361  x   0.99992581  =   0.99992941
 BJ1336!UTM  15      -   1.00000361  x   1.00055587  =   1.00055948
 BJ1336
 BJ1336:                Primary Azimuth Mark                     Grid Az
 BJ1336:SPC LA S     -  NEW ORLEANS RAD KKD 758 TOWER            007 17 28.5
 BJ1336:UTM  15      -  NEW ORLEANS RAD KKD 758 TOWER            006 27 22.0
 BJ1336
 BJ1336|---------------------------------------------------------------------|
 BJ1336| PID    Reference Object                     Distance      Geod. Az  |
 BJ1336|                                                           dddmmss.s |
 BJ1336| BJ4246 NEW ORLEANS RAD KKD 758 TOWER       APPROX. 0.6 KM 0075403.0 |
 BJ1336| BJ1337 NORTH GATE 2 RM 2                     7.188 METERS 07526     |
 BJ1336| BJ1338 NORTH GATE RM 1                      93.405 METERS 17422     |
 BJ1336| BJ1339 NORTH GATE 2 RM 3                     8.481 METERS 18317     |
 BJ1336| AU2653 NEW ORLEANS RAD KKC 590 TOWER       APPROX. 2.4 KM 1862435.8 |
 BJ1336| BJ1335 NORTH GATE                           92.139 METERS 18752     |
 BJ1336|---------------------------------------------------------------------|
 BJ1336
 BJ1336                          SUPERSEDED SURVEY CONTROL
 BJ1336
 BJ1336  NAD 83(1986)-  30 01 15.15894(N)    090 06 51.16894(W) AD(       ) 3
 BJ1336  NAD 27      -  30 01 14.42901(N)    090 06 50.91192(W) AD(       ) 3
 BJ1336  NGVD 29 (??/??/??)    3.34   (m)           11.0    (f) RESET       3  
 BJ1336
 BJ1336.Superseded values are not recommended for survey control.
 BJ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1336.See file dsdata.txt to determine how the superseded data were derived.
 BJ1336
 BJ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7832824607(NAD 83)
 BJ1336_MARKER: DS = TRIANGULATION STATION DISK
 BJ1336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1336_SP_SET: DECK
 BJ1336_STAMPING: N GATE 2 1966
 BJ1336_MARK LOGO: CGS   
 BJ1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1336
 BJ1336  HISTORY     - Date     Condition        Report By
 BJ1336  HISTORY     - 1966     MONUMENTED       CGS
 BJ1336  HISTORY     - 1966     GOOD             CGS
 BJ1336  HISTORY     - 1985     GOOD             USPSQD
 BJ1336  HISTORY     - 1985     GOOD             NGS
 BJ1336  HISTORY     - 1990     GOOD             USPSQD
 BJ1336
 BJ1336                          STATION DESCRIPTION
 BJ1336
 BJ1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BJ1336'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF NEW ORLEANS,
 BJ1336'AT WEST END, NEAR THE LAKE FRONT, BETWEEN PONCHARTRAIN BLVD.
 BJ1336'AND WEST END BLVD. JUST NORTH OF ROBERT E. LEE. BLVD, AT THE
 BJ1336'NEW ORLEANS SEWERAGE AND WATER BOARD PUMPING STATION NO. 12.
 BJ1336'IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP DECK OF
 BJ1336'THE PUMPING STATION, 3.7 FEET EAST OF THE WEST RAIL OF A
 BJ1336'MOVEABLE HOIST, 50.3 FEET SOUTH OF THE NORTH END OF THE WEST
 BJ1336'RAIL, 14 FEET S. OF THE TOP OF THE RAMP SLOPING TO THE
 BJ1336'NORTH, AND 29 FEET NORTH OF THE TOP OF THE STAIRS.  IT IS
 BJ1336'STAMPED N GATE 2 1966.
 BJ1336'
 BJ1336'REFERENCE MARK NO. 2 IS 23.58 FEET ENE OF THE STATION, 1 FOOT
 BJ1336'WEST OF THE EAST RAIL OF THE MOVEABLE HOIST, 5.5 FEET SOUTH OF
 BJ1336'THE TOP OF THE RAMP SLOPEING NORTH, 42.8 FEET SOUTH OF THE
 BJ1336'NORTH END OF THE EAST RAIL, AND IS A STANDARD DISK, STAMPED
 BJ1336'N GATE 2 NO 2 1966 SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 BJ1336'DECKING OF THE PUMPING STATION.
 BJ1336'
 BJ1336'REFERENCE MARK NO. 3 IS 27.82 FEET SOUTH OF THE STATION, 1 FOOT
 BJ1336'NORTH OF THE NORTHEAST CORNER OF THE TOP OF THE STAIRS, 4 FEET
 BJ1336'EAST OF THE WEST RAIL OF THE HOIST.  IT IS A STANDARD DISK,
 BJ1336'STAMPED N GATE 2 NO 3 1966, SET IN A DRILL HOLE IN THE CONCRETE
 BJ1336'DECKING OF THE PUMPING STATION.
 BJ1336'
 BJ1336'ALL MARKS ARE BENCH MARKS.
 BJ1336
 BJ1336                          STATION RECOVERY (1966)
 BJ1336
 BJ1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ1336'IN NEW ORLEANS.
 BJ1336'LOCATED IN THE NORTHWEST SECTION OF NEW ORLEANS, AT WEST END, NEAR THE
 BJ1336'LAKE FRONT, BETWEEN PONCHARTRAIN BLVD AND WEST END BLVD, JUST NORTH OF
 BJ1336'ROBERT E. LEE BLVD, AT THE NEW ORLEANS SEWERAGE AND WATER BOARD
 BJ1336'PUMPING STATION NO. 12.  IT IS A STANDARD TRIANGULATION DISK SET IN A
 BJ1336'DRILL HOLE IN THE TOP DECK OF THE PUMPING STATION, 3.7 FEET EAST OF
 BJ1336'THE WEST RAIL OF A MOVEABLE HOIST, 50.3 FEET SOUTH OF THE NORTH END OF
 BJ1336'THE WEST RAIL, 14 FEET SOUTH OF THE TOP OF THE RAMP SLOPING TO THE
 BJ1336'NORTH AND 29 FEET NORTH OF THE TOP OF THE STAIRS.
 BJ1336
 BJ1336                          STATION RECOVERY (1985)
 BJ1336
 BJ1336'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 BJ1336'N GATE 2 1966 FOUND FAIR.  DATE HARD TO READ.
 BJ1336'
 BJ1336'DESCRIPTION ADEQUATE.
 BJ1336'
 BJ1336'N GATE 2 NO 2 1966 FOUND GOOD.
 BJ1336'(REFERENCE MARK)
 BJ1336'
 BJ1336'DESCRIPTION ADEQUATE.
 BJ1336'
 BJ1336'N GATE 2 NO 3 1966 FOUND GOOD.
 BJ1336'(REFERENCE MARK)
 BJ1336'
 BJ1336'DESCRIPTION ADEQUATE.
 BJ1336
 BJ1336                          STATION RECOVERY (1985)
 BJ1336
 BJ1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1336'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 BJ1336
 BJ1336                          STATION RECOVERY (1990)
 BJ1336
 BJ1336'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGM)
 BJ1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0925 ***********************************************************************
 AV0925  DESIGNATION -  NORTH LOOKOUT TOWER
 AV0925  PID         -  AV0925
 AV0925  STATE/COUNTY-  LA/CAMERON
 AV0925  USGS QUAD   -  WEST OF GREENS BAYOU (1993)
 AV0925
 AV0925                         *CURRENT SURVEY CONTROL
 AV0925  ___________________________________________________________________
 AV0925* NAD 83(1992)-  29 52 38.47572(N)    093 45 32.98649(W)     ADJUSTED  
 AV0925* NAVD 88     -                                                        
 AV0925  ___________________________________________________________________
 AV0925  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0925  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AV0925
 AV0925  HORZ ORDER  -  THIRD
 AV0925
 AV0925.The horizontal coordinates were established by classical geodetic methods
 AV0925.and adjusted by the National Geodetic Survey in February 1996..
 AV0925
 AV0925
 AV0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0925
 AV0925.The geoid height was determined by GEOID03.
 AV0925
 AV0925;                    North         East     Units Scale Factor Converg.
 AV0925;SPC LA S     -   155,152.245   765,687.817   MT  0.99992805   -1 12 46.6
 AV0925;SPC LA S     -   509,028.66  2,512,094.11   sFT  0.99992805   -1 12 46.6
 AV0925;UTM  15      - 3,305,437.296   426,689.539   MT  0.99966631   -0 22 41.5
 AV0925
 AV0925                          SUPERSEDED SURVEY CONTROL
 AV0925
 AV0925  NAD 83(1992)-  29 52 38.47557(N)    093 45 32.98652(W) AD(       ) 4
 AV0925  NAD 83(1986)-  29 52 38.49729(N)    093 45 32.97184(W) AD(       ) 4
 AV0925  NAD 27      -  29 52 37.70800(N)    093 45 32.37400(W) AD(       ) 3
 AV0925
 AV0925.Superseded values are not recommended for survey control.
 AV0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0925.See file dsdata.txt to determine how the superseded data were derived.
 AV0925
 AV0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2669005437(NAD 83)
 AV0925_MARKER: 57 = LOOKOUT TOWER
 AV0925
 AV0925  HISTORY     - Date     Condition        Report By
 AV0925  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0925
 AV0925                          STATION DESCRIPTION
 AV0925
 AV0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0925'STATION IS TOP OF WOODEN SCAFFOLD LOOKOUT TOWER ON ONE OF
 AV0925'THE CANALS ON THE LUTCHER STARK PROPERTY, APPROXIMATELY 2.5
 AV0925'MILES N OF THE MOUTH OF JOHNSON BAYOU AND 1.2 MILES E FROM THE
 AV0925'SHORE OF SABINE LAKE.  STATION WAS NOT VISITED.
 AV0925'
 AV0925'NOTE--AT THE TIME OF OBSERVATIONS THE STATION WAS MARKED WITH
 AV0925'A TARGET ABOVE THE TOP OF THE TOWER, BUT WAS ECCENTRIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0864 ***********************************************************************
 AV0864  DESIGNATION -  NORTH OIL DERRICK
 AV0864  PID         -  AV0864
 AV0864  STATE/COUNTY-  LA/CAMERON
 AV0864  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0864
 AV0864                         *CURRENT SURVEY CONTROL
 AV0864  ___________________________________________________________________
 AV0864* NAD 83(1992)-  29 50 07.37462(N)    093 38 07.28495(W)     ADJUSTED  
 AV0864* NAVD 88     -                                                        
 AV0864  **This station is located in a subsidence area (see below).
 AV0864  ___________________________________________________________________
 AV0864  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AV0864  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AV0864
 AV0864  HORZ ORDER  -  THIRD
 AV0864
 AV0864.The horizontal coordinates were established by classical geodetic methods
 AV0864.and adjusted by the National Geodetic Survey in January 1993..
 AV0864
 AV0864 ** The orthometric height has not been validated since last determined
 AV0864 ** by differential leveling and should not be used for control purposes.
 AV0864 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0864 ** area with valid NAVD 88 orthometric heights.
 AV0864 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0864 ** epoch indicated which incorporates improved geoid heights for the
 AV0864 ** Southern Louisiana Subsidence area.
 AV0864 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0864
 AV0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0864
 AV0864.The geoid height was determined by GEOID03.
 AV0864
 AV0864;                    North         East     Units Scale Factor Converg.
 AV0864;SPC LA S     -   150,254.158   777,551.195   MT  0.99992989   -1 09 03.7
 AV0864;SPC LA S     -   492,958.85  2,551,015.88   sFT  0.99992989   -1 09 03.7
 AV0864;UTM  15      - 3,300,713.874   438,619.769   MT  0.99964648   -0 18 58.0
 AV0864
 AV0864                          SUPERSEDED SURVEY CONTROL
 AV0864
 AV0864  NAD 83(1986)-  29 50 07.39639(N)    093 38 07.26922(W) AD(       ) 4
 AV0864  NAD 27      -  29 50 06.59300(N)    093 38 06.70200(W) AD(       ) 3
 AV0864
 AV0864.Superseded values are not recommended for survey control.
 AV0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0864.See file dsdata.txt to determine how the superseded data were derived.
 AV0864
 AV0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3862000714(NAD 83)
 AV0864_MARKER: 67 = OIL DERRICK
 AV0864
 AV0864  HISTORY     - Date     Condition        Report By
 AV0864  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0864
 AV0864                          STATION DESCRIPTION
 AV0864
 AV0864'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1022 ***********************************************************************
 AT1022  DESIGNATION -  NORTH PASS
 AT1022  PID         -  AT1022
 AT1022  STATE/COUNTY-  LA/PLAQUEMINES
 AT1022  USGS QUAD   -  PASS A LOUTRE EAST (1971)
 AT1022
 AT1022                         *CURRENT SURVEY CONTROL
 AT1022  ___________________________________________________________________
 AT1022* NAD 83(1992)-  29 12 23.08408(N)    089 02 05.03966(W)     ADJUSTED  
 AT1022* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1022  ___________________________________________________________________
 AT1022  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AT1022  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AT1022
 AT1022  HORZ ORDER  -  SECOND
 AT1022
 AT1022.The horizontal coordinates were established by classical geodetic methods
 AT1022.and adjusted by the National Geodetic Survey in January 1993..
 AT1022
 AT1022.The orthometric height was scaled from a topographic map.
 AT1022
 AT1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1022
 AT1022.The geoid height was determined by GEOID03.
 AT1022
 AT1022;                    North         East     Units Scale Factor Converg.
 AT1022;SPC LA S     -    80,546.178 1,223,516.397   MT  1.00002113   +1 08 57.6
 AT1022;SPC LA S     -   264,258.59  4,014,153.38   sFT  1.00002113   +1 08 57.6
 AT1022;UTM  16      - 3,232,569.032   302,190.196   MT  1.00008286   -0 59 35.5
 AT1022
 AT1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1022!SPC LA S     -   1.00000379  x   1.00002113  =   1.00002492
 AT1022!UTM  16      -   1.00000379  x   1.00008286  =   1.00008665
 AT1022
 AT1022|---------------------------------------------------------------------|
 AT1022| PID    Reference Object                     Distance      Geod. Az  |
 AT1022|                                                           dddmmss.s |
 AT1022| DD7495 NORTH PASS RM 1                      20.349 METERS 05924     |
 AT1022| AT1020 NORTHEAST PASS DAYBEACON            APPROX. 7.4 KM 1942808.9 |
 AT1022| AT1021 PASS A LOUTRE DAYBEACON             APPROX. 1.9 KM 2003029.4 |
 AT1022| AT1026 SOUTHEAST PASS HUMBLE OIL MAST      APPROX.10.3 KM 2005303.0 |
 AT1022| DD7496 NORTH PASS RM 2                      24.090 METERS 33256     |
 AT1022|---------------------------------------------------------------------|
 AT1022
 AT1022                          SUPERSEDED SURVEY CONTROL
 AT1022
 AT1022  NAD 83(1986)-  29 12 23.08577(N)    089 02 05.05047(W) AD(       ) 2
 AT1022  NAD 27      -  29 12 22.28800(N)    089 02 04.88300(W) AD(       ) 2
 AT1022
 AT1022.Superseded values are not recommended for survey control.
 AT1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1022.See file dsdata.txt to determine how the superseded data were derived.
 AT1022
 AT1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT0219032569(NAD 83)
 AT1022_MARKER: DS = TRIANGULATION STATION DISK
 AT1022_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1022_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1022
 AT1022  HISTORY     - Date     Condition        Report By
 AT1022  HISTORY     - 1955     MONUMENTED       CGS
 AT1022  HISTORY     - 1959     GOOD             CGS
 AT1022  HISTORY     - 1965     GOOD             CGS
 AT1022  HISTORY     - 1970     GOOD             NGS
 AT1022
 AT1022                          STATION DESCRIPTION
 AT1022
 AT1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1022'THE STATION IS LOCATED ABOUT 20 MILES EAST-SOUTHEAST OF VENICE ON THE
 AT1022'NORTH BANK OF THE OUTLET
 AT1022'OF PASS A LOUTRE AND AT THE STORAGE TANKS OF THE
 AT1022'CALIFORNIA OIL COMPANY.  THE STATION
 AT1022'SITE IS 1 FOOT ABOVE THE MEAN
 AT1022'HIGH WATER LEVEL.
 AT1022'
 AT1022'THE STATION MARK IS 66 FEET SOUTHWEST OF A RADIO MAST, 62 FEET NORTH
 AT1022'OF THE SOUTH END OF A
 AT1022'CATWALK, AND 44 FEET NORTHWEST OF A STATIONARY BARGE.
 AT1022'THE DISK IS STAMPED NORTH PASS
 AT1022'1955, AND THE MARK PROJECTS 2 FEET.
 AT1022'
 AT1022'REFERENCE MARK NO. 1 IS 5 FEET NORTHEAST OF THE RADIO MAST.  THE DISK
 AT1022'IS STAMPED NORTH PASS
 AT1022'NO 1 1955, AND THE MARK PROJECTS 2 FEET.
 AT1022'
 AT1022'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF AN ELEVATED PIPE LINE AND 2
 AT1022'FEET SOUTHEAST OF A
 AT1022'POST.  THE DISK IS STAMPED NORTH PASS NO 2 1955, AND
 AT1022'THE MARK PROJECTS 2 FEET.
 AT1022'
 AT1022'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 8-FOOT CONCRETE
 AT1022'FILLED 4-INCH ORANGEBURG
 AT1022'SEWER PIPES.
 AT1022'
 AT1022'NO AZIMUTH MARK WAS SET.
 AT1022
 AT1022                          STATION RECOVERY (1959)
 AT1022
 AT1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1022'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 AT1022'CONDITION AS
 AT1022'DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 AT1022
 AT1022                          STATION RECOVERY (1965)
 AT1022
 AT1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1022'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS ABOUT 200
 AT1022'FEET
 AT1022'NORTH-NORTHEAST OF THE MOST NORTHERLY ONE OF SOME STORAGE TANKS,
 AT1022'75 FEET WEST-NORTHWEST
 AT1022'OF A STEAM GENERATOR, 40 FEET NORTHWEST OF A
 AT1022'CATWALK AND PROJECTS ABOUT 3 FEET AT LOW
 AT1022'TIDE.
 AT1022'
 AT1022'REFERENCE MARK 1 WAS FOUND BROKEN OFF AND LYING IN THE MUD.
 AT1022'
 AT1022'REFERENCE MARK 2 HAS BEEN DESTROYED.
 AT1022
 AT1022                          STATION RECOVERY (1970)
 AT1022
 AT1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2790 ***********************************************************************
 BH2790  DESIGNATION -  NORTH SHORE
 BH2790  PID         -  BH2790
 BH2790  STATE/COUNTY-  LA/ST TAMMANY
 BH2790  USGS QUAD   -  NORTH SHORE (1994)
 BH2790
 BH2790                         *CURRENT SURVEY CONTROL
 BH2790  ___________________________________________________________________
 BH2790* NAD 83(1992)-  30 13 04.76080(N)    089 49 23.54015(W)     ADJUSTED  
 BH2790* NAVD 88     -         3.19   (+/-2cm)      10.5  **(feet)  VERTCON   
 BH2790  **This station is located in a subsidence area (see below).
 BH2790  ___________________________________________________________________
 BH2790  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BH2790  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BH2790
 BH2790  HORZ ORDER  -  FIRST
 BH2790  VERT ORDER  -  THIRD ? (See Below)
 BH2790
 BH2790.The horizontal coordinates were established by classical geodetic methods
 BH2790.and adjusted by the National Geodetic Survey in May 1994..
 BH2790
 BH2790 ** The orthometric height has not been validated since last determined
 BH2790 ** by differential leveling and should not be used for control purposes.
 BH2790 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2790 ** area with valid NAVD 88 orthometric heights.
 BH2790 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2790 ** epoch indicated which incorporates improved geoid heights for the
 BH2790 ** Southern Louisiana Subsidence area.
 BH2790 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2790.The vertical order pertains to the NGVD 29 superseded value.
 BH2790
 BH2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2790
 BH2790.The geoid height was determined by GEOID03.
 BH2790
 BH2790;                    North         East     Units Scale Factor Converg.
 BH2790;SPC LA S     -   191,387.629 1,145,373.140   MT  0.99993290   +0 45 18.3
 BH2790;SPC LA S     -   627,910.91  3,757,778.38   sFT  0.99993290   +0 45 18.3
 BH2790;UTM  16      - 3,346,312.026   228,250.780   MT  1.00051117   -1 25 18.4
 BH2790
 BH2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2790!SPC LA S     -   1.00000368  x   0.99993290  =   0.99993658
 BH2790!UTM  16      -   1.00000368  x   1.00051117  =   1.00051486
 BH2790
 BH2790:                Primary Azimuth Mark                     Grid Az
 BH2790:SPC LA S     -  SLIDELL GULF ST CREOSTE CO TK            026 22 26.4
 BH2790:UTM  16      -  SLIDELL GULF ST CREOSTE CO TK            028 33 03.1
 BH2790
 BH2790|---------------------------------------------------------------------|
 BH2790| PID    Reference Object                     Distance      Geod. Az  |
 BH2790|                                                           dddmmss.s |
 BH2790| BH2863 SLIDELL GULF ST CREOSTE CO TK       APPROX. 8.0 KM 0270744.7 |
 BH2790| BH2871 SLIDELL PAN AM TANK                 APPROX. 8.9 KM 0280445.9 |
 BH2790| BH2862 SLIDELL SCHNEIDER BRICK CO TK       APPROX. 6.7 KM 0290006.3 |
 BH2790| BH2867 SLIDELL SO BELL TEL MICROWAVE       APPROX. 7.3 KM 0312833.0 |
 BH2790| BH2868 SLIDELL MUNICIPAL TANK 1931         APPROX. 7.5 KM 0312950.2 |
 BH2790| DD8388 NORTH SHORE AZ MK                                  0341344.0 |
 BH2790| DD8389 NORTH SHORE RM 1                                   22746     |
 BH2790| DD8390 NORTH SHORE RM 2                     27.858 METERS 27854     |
 BH2790|---------------------------------------------------------------------|
 BH2790
 BH2790                          SUPERSEDED SURVEY CONTROL
 BH2790
 BH2790  NAD 83(1992)-  30 13 04.76249(N)    089 49 23.54061(W) AD(       ) 1
 BH2790  NAD 83(1986)-  30 13 04.77521(N)    089 49 23.53646(W) AD(       ) 1
 BH2790  NAD 27      -  30 13 04.07355(N)    089 49 23.30772(W) AD(       ) 1
 BH2790  NGVD 29 (07/19/86)    3.22   (m)           10.6    (f) LEVELING    3  
 BH2790
 BH2790.Superseded values are not recommended for survey control.
 BH2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2790.See file dsdata.txt to determine how the superseded data were derived.
 BH2790
 BH2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2825146312(NAD 83)
 BH2790_MARKER: DS = TRIANGULATION STATION DISK
 BH2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2790+STABILITY: SURFACE MOTION
 BH2790
 BH2790  HISTORY     - Date     Condition        Report By
 BH2790  HISTORY     - 1931     MONUMENTED       CGS
 BH2790  HISTORY     - 1934     GOOD             CGS
 BH2790  HISTORY     - 1934     GOOD             LAGS
 BH2790  HISTORY     - 1935     GOOD             LAGS
 BH2790  HISTORY     - 1952     GOOD             CGS
 BH2790  HISTORY     - 1953     GOOD             CGS
 BH2790  HISTORY     - 1954     GOOD             CGS
 BH2790  HISTORY     - 1955     GOOD             LADH
 BH2790  HISTORY     - 1966     GOOD             CGS
 BH2790  HISTORY     - 1971     GOOD             NGS
 BH2790  HISTORY     - 1972     GOOD             NGS
 BH2790
 BH2790                          STATION DESCRIPTION
 BH2790
 BH2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BH2790'STATION IS ABOUT 5 MILES SSW OF SLIDELL, ON THE FILLED APPROACH TO
 BH2790'THE PONTCHARTRAIN TOLL BRIDGE, ON LAND USED FOR PARKING AND OWNED BY
 BH2790'THE BRIDGE COMPANY.
 BH2790'
 BH2790'STATION IS ABOUT 280 FEET NE OF N END OF BRIDGE, ABOUT 150 FEET NE
 BH2790'OF TOLL HOUSE, 38 FEET SE OF CENTER LINE OF HIGHWAY, 12.5 FEET N OF
 BH2790'ORNAMENTAL CONCRETE LAMP POST, AND 12 FEET W OF EDGE OF FILL.
 BH2790'
 BH2790'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 BH2790'DISKS SET IN CONCRETE.  SURFACE
 BH2790'MARK IS FLUSH WITH THE GROUND.
 BH2790'
 BH2790'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 BH2790'CONCRETE RETAINING WALL WHICH IS UNDER BRIDGE, 45 FEET S OF ITS END,
 BH2790'15 FEET E OF CENTER LINE OF BRIDGE AND JUST OUTSIDE E RAIL, 5 FEET
 BH2790'BELOW HIGHWAY LEVEL AND ABOUT 303 FEET FROM STATION S 47 DEG 44 MIN W.
 BH2790'
 BH2790'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS AT THE NE CORNER OF
 BH2790'THE GARAGE WHICH IS ON THE W SIDE OF ROAD ABOUT 50 FEET N OF TOLL
 BH2790'HOUSE, 35 FEET NW OF CENTER LINE OF HIGHWAY, AND 91.07 FEET FROM
 BH2790'STATION N 81 DEG 18 MIN W.
 BH2790'
 BH2790'BEARING FROM THE STATION OF WEST RIGOLETS LIGHTHOUSE IS S 58 DEG
 BH2790'8 MIN E.
 BH2790'
 BH2790'TO REACH FROM NEW ORLEANS GO BY U.S. HIGHWAY 90 TO JUNCTION WITH
 BH2790'PONTCHARTRAIN BRIDGE ROAD, IN THE OUTSKIRTS OF SLIDELL, AND FOLLOW
 BH2790'RIGHT HAND ROAD 4.3 MILES TO BRIDGE.
 BH2790
 BH2790                          STATION RECOVERY (1934)
 BH2790
 BH2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BH2790'RECOVERED AS DESCRIBED. MARKS IN GOOD CONDITION.
 BH2790
 BH2790                          STATION RECOVERY (1934)
 BH2790
 BH2790'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BH2790'STATION RECOVERED AT THE N END OF THE PONTCHARTRAIN TOLL BRIDGE,
 BH2790'ABOUT 5 MILES SSW OF SLIDELL, ON THE FILLED APPROACH OF THE BRIDGE,
 BH2790'AND ON LAND USED FOR PARKING AND OWNED BY THE BRIDGE COMPANY.
 BH2790
 BH2790                          STATION RECOVERY (1935)
 BH2790
 BH2790'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BH2790'RECOVERED AS DESCRIBED. DESCRIPTION ADEQUATE.
 BH2790
 BH2790                          STATION RECOVERY (1952)
 BH2790
 BH2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2790'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. COMPLETE
 BH2790'NEW DESCRIPTION FOLLOWS--
 BH2790'
 BH2790'TO REACH FROM RAILROAD STATION IN SLIDELL, GO SW ON U.S. HIGHWAY 11
 BH2790'FOR 5.2 MILES TO LAKE PONTCHARTRAIN BRIDGE AND STATION SITE. STATION
 BH2790'IS 282 FEET NE OF THE NE END OF BRIDGE, 42 FEET SE OF CENTER LINE
 BH2790'OF HIGHWAY, 13 FEET N OF CONCRETE LAMPPOST, AND 12 FEET NW OF EDGE
 BH2790'OF FILL.
 BH2790'
 BH2790'STATION MARK IS A STANDARD DISK SET IN CONCRETE FLUSH WITH THE
 BH2790'GROUND AND IS STAMPED NORTH SHORE 1931.
 BH2790'
 BH2790'R.M. 1 IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE
 BH2790'RETAINING WALL WHICH IS UNDER BRIDGE, 51 FEET SW OF ITS END, 1 FOOT
 BH2790'SE OF SE SIDE OF BRIDGE RAIL, 5 FEET BELOW BRIDGE LEVEL, AND 333
 BH2790'FEET FROM STATION.
 BH2790'
 BH2790'R.M. 2 IS A STANDARD DISK SET IN CONCRETE PROJECTING 4 INCHES ABOVE
 BH2790'GROUND. IT IS 67 FEET NE OF SE END OF A WOODEN FOOT BRIDGE OVER
 BH2790'CANAL, 30 FEET NW OF CENTER LINE OF HIGHWAY, 1 FOOT N OF TELEPHONE
 BH2790'POLE, AND 91.07 FEET FROM STATION.
 BH2790
 BH2790                          STATION RECOVERY (1953)
 BH2790
 BH2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BH2790'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED IN
 BH2790'GOOD CONDITION. A NEW DESCRIPTION FOLLOWS--
 BH2790'
 BH2790'STATION IS LOCATED ABOUT 5 MI. S-SW OF SLIDELL, 280 FT. NE OF THE N
 BH2790'END OF THE PONTCHARTRAIN BRIDGE, 42 FT. SE OF THE CENTER OF U.S.
 BH2790'HIGHWAY 11, AND 12 FT. N OF A CONCRETE LAMPPOST. THE UNDERGROUND
 BH2790'MARK IS A STANDARD DISK, SET IN CONCRETE. THE SURFACE MARK IS A
 BH2790'STANDARD STATION DISK, STAMPED NORTH SHORE 1931 AND SET IN
 BH2790'CONCRETE FLUSH WITH THE GROUND.
 BH2790'
 BH2790'REFERENCE MARK 1 IS 45 FT. S OF THE N END OF THE BRIDGE, 15 FT. E OF
 BH2790'THE CENTER OF THE BRIDGE, AND JUST UNDER THE E BANISTER. IT IS A
 BH2790'STANDARD REFERENCE-MARK DISK, STAMPED NORTH SHORE NO 1 1931 AND
 BH2790'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE WALL AND FLUSH
 BH2790'WITH THE WALL.
 BH2790'
 BH2790'REFERENCE MARK 2 IS 31 FT. NW OF THE CENTER OF U.S. HIGHWAY 11, AND
 BH2790'2 FT. N OF A POWER LINE POLE. IT IS A STANDARD REFERENCE-MARK DISK,
 BH2790'STAMPED NORTH SHORE NO 2 1931 AND SET IN CONCRETE PROJECTING 6 IN.
 BH2790'ABOVE THE GROUND.
 BH2790'
 BH2790'TO REACH THE STATION FROM THE POST OFFICE IN SLIDELL, GO S ON U.S.
 BH2790'HIGHWAYS 11 AND 190 FOR 0.25 MI. TO THE POINT WHERE U.S. HIGHWAY 190
 BH2790'TURNS LEFT, AND CONTINUE SW ON U.S. HIGHWAY 11 FOR 5.25 MI. TO THE
 BH2790'STATION ON THE LEFT AS DESCRIBED.
 BH2790
 BH2790                          STATION RECOVERY (1954)
 BH2790
 BH2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BH2790'THE STATION WAS VISITED, AND ALL THE MARKS WERE FOUND IN GOOD
 BH2790'CONDITION. THE TOLLHOUSE MENTIONED IN THE ORIGINAL DESCRIPTION AND
 BH2790'THE GARAGE NEAR REFERENCE MARK 2 HAVE BEEN TAKEN DOWN. A NEW
 BH2790'DESCRIPTION FOLLOWS--
 BH2790'
 BH2790'THE STATION IS LOCATED ABOUT 4.3 MI. S-SW OF SLIDELL, AT THE N END
 BH2790'OF THE BRIDGE OVER LAKE PONTCHARTRAIN ON U.S. HIGHWAY 11 AND
 BH2790'DIRECTLY E OF THE ANCHORAGE RESTAURANT, 11 FT. S OF THE PROJECTED
 BH2790'TANGENT OF THE S WALL OF THE RESTAURANT, 41 FT. SE OF THE
 BH2790'CENTERLINE OF U.S. HIGHWAY 11, 280 FT. NE OF THE NE END OF THE
 BH2790'BRIDGE, 12.5 FT.  NW OF A LAMPPOST, 12 FT. W OF THE W EDGE OF THE
 BH2790'BANK OF THE ROAD, AND IN A PARKING AREA ALONG THE ROAD. IT IS A
 BH2790'STANDARD DISK, STAMPED NORTH SHORE 1931 AND IS FLUSH WITH THE
 BH2790'GROUND.
 BH2790'
 BH2790'REFERENCE MARK 1 IS 333 FT. S OF THE STATION, 45 FT. S OF THE N END
 BH2790'OF THE BRIDGE, 15 FT. E OF THE CENTERLINE OF THE BRIDGE, AND ABOUT
 BH2790'5 FT. LOWER THAN THE HIGHWAY. IT IS A STANDARD DISK, STAMPED NORTH
 BH2790'SHORE NO 1 1931 AND SET IN A DRILL HOLE IN THE CONCRETE ABUTMENT
 BH2790'OF THE BRIDGE.
 BH2790'
 BH2790'REFERENCE MARK 2 IS 91.07 FT. W OF THE STATION, 31 FT. W OF THE
 BH2790'CENTERLINE OF THE HIGHWAY, 28 FT. SE OF THE SE CORNER OF FREDDIES
 BH2790'FISH PLACE, AND 1 FT. NE OF A POWER POLE WITH A TRANSFORMER. IT IS
 BH2790'A STANDARD DISK, STAMPED NORTH SHORE NO 2 1931 AND PROJECTING 6 IN.
 BH2790
 BH2790                          STATION RECOVERY (1955)
 BH2790
 BH2790'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1955 (JB)
 BH2790'STATION WAS RECOVERED AT THE NORTH OF THE OLD PONTCHARTRAIN LAKE
 BH2790'BRIDGE ON U.S. HWY. 11, 280.00 FT. NORTHEAST OF THE NORTH END OF THE
 BH2790'OLD LAKE BRIDGE, 13.80 FT. NORTHWEST OF LIGHT POST, 38.15 FT.
 BH2790'NORTHEAST OF CENTERLINE OF U.S. HWY. 11 AND IS SET IN FILLED
 BH2790'APPROACH TO BRIDGE ON EAST SIDE.
 BH2790'
 BH2790'STATION IS STANDARD BRONZE DISK SET IN SQUARE CONCRETE POST EVEN
 BH2790'WITH THE SURFACE OF THE GROUND. STATION IS STAMPED NORTH SHORE 1931.
 BH2790'
 BH2790'TO REACH THIS STATION FROM THE BANK OF SLIDELL ON CORNER OF U.S.
 BH2790'HWY. AND COUSIN STREET, IN SLIDELL, FOLLOW U.S. HWY. 11 SOUTH FOR
 BH2790'4.80 MILES TO STATION IN PARKING AREA EAST OF HIGHWAY.
 BH2790'
 BH2790'REF. MARK NO. 2 WAS RECOVERED IN GOOD CONDITION, 91.42 FT. SOUTHWEST
 BH2790'OF STATION 35.10 FT. WEST OF THE CENTERLINE OF U.S. HWY. 11. STATION
 BH2790'IS STAMPED R.M. NO. 2, 1931.
 BH2790'
 BH2790'REF. MARK NO. 1 WAS RECOVERED IN GOOD CONDITION SET IN THE TOP OF A
 BH2790'CONCRETE RETAINING WALL UNDER THE NORTH END OF THE OLD LAKE BRIDGE
 BH2790'330.47 FT. SOUTHWEST OF STATION, 15 FEET EAST OF THE CENTER LINE OF
 BH2790'THE BRIDGE, AND 5 FEET BELOW THE LEVEL OF THE BRIDGE.
 BH2790
 BH2790                          STATION RECOVERY (1966)
 BH2790
 BH2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2790'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 BH2790'CONDITION. THE DISTANCE TO REFERENCE MARK 1 COULD NOT BE CHECKED AS
 BH2790'CARS WERE PARKED ON LINE. THE DIRECTION TO REFERENCE MARK 1 WAS
 BH2790'FOUND TO BE 1 MINUTE AND 35 SECONDS HIGHER THAN THE ORIGINAL
 BH2790'DIRECTION. THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.33
 BH2790'OF A FOOT LONGER THAN THE ORIGINAL MEASUREMENT AND AFTER DOUBLE
 BH2790'CHECKING THE DIRECTION WAS FOUND TO BE 10 MINUTES AND 14
 BH2790'SECONDS HIGHER VALUE THAN THE 1931 DIRECTION. AN AZIMUTH MARK
 BH2790'WAS ESTABLISHED AT THE TIME. A NEW DESCRIPTION FOLLOWS.
 BH2790'
 BH2790'STATION IS ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 11, 280 FEET
 BH2790'NORTHEAST OF THE NORTHEAST END OF THE LAKE PONTCHARTRAIN BRIDGE,
 BH2790'ABOUT 5 MILES SOUTH-SOUTHWEST OF SLIDELL AND ON THE HIGHWAY
 BH2790'RIGHT-OF-WAY.
 BH2790'
 BH2790'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 (PONTCHARTRAIN DRIVE)
 BH2790'AND CLARA STREET IN THE SOUTH PART OF SLIDELL, GO SOUTH-SOUTHWEST ON
 BH2790'HIGHWAY 11 FOR 3.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BH2790'CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.4 MILES TO THE STATION ON
 BH2790'THE LEFT.
 BH2790'
 BH2790'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED
 BH2790'NORTH SHORE 1931, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS
 BH2790'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 18 FEET NORTH OF A
 BH2790'TELEPHONE POLE, 40 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 48
 BH2790'FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 280 FEET
 BH2790'NORTHEAST OF THE NORTHEAST END OF THE LAKE PONTCHARTRAIN BRIDGE.
 BH2790'THE UNDERGROUND DISK WAS NOT INSPECTED.
 BH2790'
 BH2790'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NORTH SHORE NO 1 1931,
 BH2790'IS CEMENTED IN A DRILL HOLE IN A CONCRETE BRIDGE ABUTMENT WHICH
 BH2790'PROJECTS ABOUT 5 FEET. IT IS ON THE SOUTHEAST SIDE OF THE BRIDGE,
 BH2790'19 FEET SOUTHEAST OF THE CENTERLINE OF THE BRIDGE AND 50 SOUTHWEST
 BH2790'OF THE NORTHEAST END OF THE BRIDGE.
 BH2790'
 BH2790'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NORTH SHORE NO 2 1931,
 BH2790'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES. IT IS
 BH2790'5 FEET EAST OF A POWER POLE, 29 FEET SOUTHEAST OF THE SOUTHEAST
 BH2790'CORNER OF A SHEET METAL BUILDING AND 32 FEET NORTHWEST OF THE
 BH2790'CENTER OF U.S. HIGHWAY 11.
 BH2790'
 BH2790'AZIMUTH MARK, A STANDARD DISK STAMPED NORTH SHORE 1931 1966, IS SET
 BH2790'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS 2 FEET
 BH2790'SOUTH OF A POWER POLE, 1.6 FEET NORTHWEST OF A METAL WITNESS POST
 BH2790'AND 34 FEET NORTHWEST OF THE CENTER OF HIGHWAY 11.
 BH2790
 BH2790                          STATION RECOVERY (1971)
 BH2790
 BH2790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2790'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY LMC IN
 BH2790'1966.
 BH2790
 BH2790                          STATION RECOVERY (1972)
 BH2790
 BH2790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2790'NO MEASUREMENT BETWEEN RMS DUE TO END OF BRIDGE AND HEAVY TRAFFIC.
 BH2790'
 BH2790'THE STATION, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 BH2790'RECOVERED AND ARE AS DESCRIBED IN THE 1966 DESCRIPTION. THE LOCATION
 BH2790'AND THE ROUTE TO THE STATION ARE CORRECT. A CHECK FOR DISTANCE AND
 BH2790'DIRECTION WAS MADE TO REFERENCE MARK 2 AND FOUND ADEQUATE. A
 BH2790'DISTANCE CHECK COULD NOT BE MADE TO REFERENCE MARK 1 DUE TO CARS
 BH2790'BEING PARKED IN LINE, THE DIRECTION WAS FOUND ADEQUATE. A CHECK
 BH2790'WAS MADE FOR DISTANCE AND DIRECTION TO THE AZIMUTH MARK AND WERE
 BH2790'FOUND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3104 ***********************************************************************
 BK3104  DESIGNATION -  NORTH WINDMILL
 BK3104  PID         -  BK3104
 BK3104  STATE/COUNTY-  LA/CAMERON
 BK3104  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK3104
 BK3104                         *CURRENT SURVEY CONTROL
 BK3104  ___________________________________________________________________
 BK3104* NAD 83(1992)-  30 00 21.08811(N)    093 08 57.77559(W)     ADJUSTED  
 BK3104* NAVD 88     -                                                        
 BK3104  **This station is located in a subsidence area (see below).
 BK3104  ___________________________________________________________________
 BK3104  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK3104  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BK3104
 BK3104  HORZ ORDER  -  THIRD
 BK3104
 BK3104.The horizontal coordinates were established by classical geodetic methods
 BK3104.and adjusted by the National Geodetic Survey in January 1993..
 BK3104
 BK3104 ** The orthometric height has not been validated since last determined
 BK3104 ** by differential leveling and should not be used for control purposes.
 BK3104 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3104 ** area with valid NAVD 88 orthometric heights.
 BK3104 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3104 ** epoch indicated which incorporates improved geoid heights for the
 BK3104 ** Southern Louisiana Subsidence area.
 BK3104 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3104
 BK3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3104
 BK3104.The geoid height was determined by GEOID03.
 BK3104
 BK3104;                    North         East     Units Scale Factor Converg.
 BK3104;SPC LA S     -   168,304.013   824,806.845   MT  0.99992575   -0 54 29.0
 BK3104;SPC LA S     -   552,177.42  2,706,053.79   sFT  0.99992575   -0 54 29.0
 BK3104;UTM  15      - 3,319,443.837   485,593.279   MT  0.99960256   -0 04 28.9
 BK3104
 BK3104                          SUPERSEDED SURVEY CONTROL
 BK3104
 BK3104  NAD 83(1986)-  30 00 21.11384(N)    093 08 57.76204(W) AD(       ) 4
 BK3104  NAD 27      -  30 00 20.35000(N)    093 08 57.20000(W) AD(       ) 3
 BK3104
 BK3104.Superseded values are not recommended for survey control.
 BK3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3104.See file dsdata.txt to determine how the superseded data were derived.
 BK3104
 BK3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8559319444(NAD 83)
 BK3104_MARKER: 66 = WINDMILL
 BK3104
 BK3104  HISTORY     - Date     Condition        Report By
 BK3104  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK3104
 BK3104                          STATION DESCRIPTION
 BK3104
 BK3104'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2798 ***********************************************************************
 BH2798  DESIGNATION -  NORTHEAST DRAW
 BH2798  PID         -  BH2798
 BH2798  STATE/COUNTY-  LA/ST TAMMANY
 BH2798  USGS QUAD   -  NORTH SHORE (1994)
 BH2798
 BH2798                         *CURRENT SURVEY CONTROL
 BH2798  ___________________________________________________________________
 BH2798* NAD 83(1992)-  30 12 15.91353(N)    089 50 06.81584(W)     ADJUSTED  
 BH2798* NAVD 88     -                                                        
 BH2798  **This station is located in a subsidence area (see below).
 BH2798  ___________________________________________________________________
 BH2798  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BH2798  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BH2798
 BH2798  HORZ ORDER  -  THIRD
 BH2798
 BH2798.The horizontal coordinates were established by classical geodetic methods
 BH2798.and adjusted by the National Geodetic Survey in May 1994..
 BH2798
 BH2798 ** The orthometric height has not been validated since last determined
 BH2798 ** by differential leveling and should not be used for control purposes.
 BH2798 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2798 ** area with valid NAVD 88 orthometric heights.
 BH2798 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2798 ** epoch indicated which incorporates improved geoid heights for the
 BH2798 ** Southern Louisiana Subsidence area.
 BH2798 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2798
 BH2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2798
 BH2798.The geoid height was determined by GEOID03.
 BH2798
 BH2798;                    North         East     Units Scale Factor Converg.
 BH2798;SPC LA S     -   189,868.499 1,144,235.660   MT  0.99993203   +0 44 56.7
 BH2798;SPC LA S     -   622,926.90  3,754,046.49   sFT  0.99993203   +0 44 56.7
 BH2798;UTM  16      - 3,344,836.333   227,055.729   MT  1.00051921   -1 25 38.1
 BH2798
 BH2798                          SUPERSEDED SURVEY CONTROL
 BH2798
 BH2798  NAD 83(1992)-  30 12 15.91710(N)    089 50 06.82076(W) AD(       ) 4
 BH2798  NAD 83(1986)-  30 12 15.92708(N)    089 50 06.81040(W) AD(       ) 4
 BH2798  NAD 27      -  30 12 15.23200(N)    089 50 06.56600(W) AD(       ) 3
 BH2798
 BH2798.Superseded values are not recommended for survey control.
 BH2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2798.See file dsdata.txt to determine how the superseded data were derived.
 BH2798
 BH2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2705644836(NAD 83)
 BH2798_MARKER: 14 = NAVIGATION LIGHT
 BH2798
 BH2798  HISTORY     - Date     Condition        Report By
 BH2798  HISTORY     - 1917     FIRST OBSERVED   CGS
 BH2798  HISTORY     - 1952     GOOD             CGS
 BH2798
 BH2798                          STATION DESCRIPTION
 BH2798
 BH2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2798'IT IS ASSUMED THAT THIS STATION IS THE LIGHT ON TOP OF NE DRAWBRIDGE
 BH2798'OF NEW ORLEANS AND NORTHEASTERN RAILROAD BRIDGE. NO INFORMATION
 BH2798'COULD BE OBTAINED TO SUBSTANTIATE THAT THIS WAS THE OBJECT
 BH2798'OBSERVED ON IN 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0808 ***********************************************************************
 AT0808  DESIGNATION -  NORTHEAST FRONT RANGE ECC 1935
 AT0808  PID         -  AT0808
 AT0808  STATE/COUNTY-  LA/PLAQUEMINES
 AT0808  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0808
 AT0808                         *CURRENT SURVEY CONTROL
 AT0808  ___________________________________________________________________
 AT0808* NAD 83(1992)-  28 57 10.12508(N)    089 22 26.35372(W)     ADJUSTED  
 AT0808* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0808  ___________________________________________________________________
 AT0808  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AT0808  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0808
 AT0808  HORZ ORDER  -  THIRD
 AT0808
 AT0808.The horizontal coordinates were established by classical geodetic methods
 AT0808.and adjusted by the National Geodetic Survey in January 1993..
 AT0808
 AT0808.The orthometric height was scaled from a topographic map.
 AT0808
 AT0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0808
 AT0808.The geoid height was determined by GEOID03.
 AT0808
 AT0808;                    North         East     Units Scale Factor Converg.
 AT0808;SPC LA S     -    51,827.575 1,191,011.388   MT  1.00009161   +0 58 46.9
 AT0808;SPC LA S     -   170,037.64  3,907,509.86   sFT  1.00009161   +0 58 46.9
 AT0808;UTM  16      - 3,205,078.856   268,633.445   MT  1.00026063   -1 08 59.0
 AT0808
 AT0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0808!SPC LA S     -   1.00000371  x   1.00009161  =   1.00009532
 AT0808!UTM  16      -   1.00000371  x   1.00026063  =   1.00026434
 AT0808
 AT0808|---------------------------------------------------------------------|
 AT0808| PID    Reference Object                     Distance      Geod. Az  |
 AT0808|                                                           dddmmss.s |
 AT0808| AT0809 NORTHEAST FRONT RANGE BCN 1935        0.230 METERS 03821     |
 AT0808| AT0826 SOUTHWEST FRONT RANGE               APPROX. 1.9 KM 2181630.1 |
 AT0808|---------------------------------------------------------------------|
 AT0808
 AT0808                          SUPERSEDED SURVEY CONTROL
 AT0808
 AT0808  NAD 83(1986)-  28 57 10.13072(N)    089 22 26.36858(W) AD(       ) 3
 AT0808  NAD 27      -  28 57 09.91000(N)    089 22 26.34300(W) AD(       ) 3
 AT0808
 AT0808.Superseded values are not recommended for survey control.
 AT0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0808.See file dsdata.txt to determine how the superseded data were derived.
 AT0808
 AT0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6863305079(NAD 83)
 AT0808_MARKER: DS = TRIANGULATION STATION DISK
 AT0808_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0808_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0808
 AT0808  HISTORY     - Date     Condition        Report By
 AT0808  HISTORY     - 1935     MONUMENTED       CGS
 AT0808
 AT0808                          STATION DESCRIPTION
 AT0808
 AT0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AT0808'NEAR SOUTHWEST PASS ABOUT 600 METERS (1,969 FEET) SE OF THE
 AT0808'INTERSECTION OF
 AT0808'THE BURRWOOD SANITARY CANAL AND BURRWOOD BAYOU, ABOUT
 AT0808'12 METERS (39 FEET) FROM THE EDGE
 AT0808'OF GRASS IN SOFT MARSH, AND 0.23
 AT0808'METER (0.8 FOOT) FROM STATION NORTHEAST FRONT RANGE
 AT0808'BEACON.
 AT0808'
 AT0808'STATION IS MARKED BY A STANDARD BRONZE DISK.
 AT0808'THE DISK IS
 AT0808'STAMPED NE FRONT RANGE (ECC) 1935 AND IS SET IN CEMENT IN
 AT0808'A 6-INCH TILE PIPE WHICH
 AT0808'PROJECTS ABOUT 4 INCHES.
 AT0808'
 AT0808'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CEMENT IN THE TOP
 AT0808'OF A TILE,
 AT0808'IS 14.52 METERS (47.6 FEET) FROM
 AT0808'THE STATION N 45 DEG 48 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0809 ***********************************************************************
 AT0809  DESIGNATION -  NORTHEAST FRONT RANGE BCN 1935
 AT0809  PID         -  AT0809
 AT0809  STATE/COUNTY-  LA/PLAQUEMINES
 AT0809  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0809
 AT0809                         *CURRENT SURVEY CONTROL
 AT0809  ___________________________________________________________________
 AT0809* NAD 83(1992)-  28 57 10.13094(N)    089 22 26.34845(W)     ADJUSTED  
 AT0809* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0809  ___________________________________________________________________
 AT0809  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AT0809  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0809
 AT0809  HORZ ORDER  -  THIRD
 AT0809
 AT0809.The horizontal coordinates were established by classical geodetic methods
 AT0809.and adjusted by the National Geodetic Survey in January 1993..
 AT0809
 AT0809.The orthometric height was scaled from a topographic map.
 AT0809
 AT0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0809
 AT0809.The geoid height was determined by GEOID03.
 AT0809
 AT0809;                    North         East     Units Scale Factor Converg.
 AT0809;SPC LA S     -    51,827.758 1,191,011.528   MT  1.00009161   +0 58 46.9
 AT0809;SPC LA S     -   170,038.24  3,907,510.32   sFT  1.00009161   +0 58 46.9
 AT0809;UTM  16      - 3,205,079.034   268,633.592   MT  1.00026063   -1 08 59.0
 AT0809
 AT0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0809!SPC LA S     -   1.00000371  x   1.00009161  =   1.00009532
 AT0809!UTM  16      -   1.00000371  x   1.00026063  =   1.00026434
 AT0809
 AT0809                          SUPERSEDED SURVEY CONTROL
 AT0809
 AT0809  NAD 83(1986)-  28 57 10.13658(N)    089 22 26.36332(W) AD(       ) 3
 AT0809  NAD 27      -  28 57 09.91600(N)    089 22 26.33700(W) AD(       ) 3
 AT0809
 AT0809.Superseded values are not recommended for survey control.
 AT0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0809.See file dsdata.txt to determine how the superseded data were derived.
 AT0809
 AT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6863405079(NAD 83)
 AT0809_MARKER: DR = REFERENCE MARK DISK
 AT0809_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0809_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0809
 AT0809  HISTORY     - Date     Condition        Report By
 AT0809  HISTORY     - 1935     MONUMENTED       CGS
 AT0809
 AT0809                          STATION DESCRIPTION
 AT0809
 AT0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AT0809'THIS STATION IS 0.23 METER (0.8 FOOT) NE OF STATION NORTHEAST FRONT
 AT0809'RANGE (ECC.) AND
 AT0809'ON RANGE WITH THAT STATION AND STATION SOUTHWEST
 AT0809'FRONT RANGE.
 AT0809'
 AT0809'IT IS MARKED BY A STANDARD BRONZE REFERENCE DISK, WITH THE ARROW
 AT0809'DELETED.
 AT0809'THE DISK IS STAMPED N.E.F.R.
 AT0809'BEACON 1935 AND IS SET IN
 AT0809'CEMENT IN A TILE PIPE, BELL END UP, WHICH
 AT0809'PROJECTS 4 INCHES.  THIS PIPE AND THE PIPE
 AT0809'CONTAINING THE MARK FOR
 AT0809'STATION NORTHEAST FRONT RANGE (ECC.) ARE MORE OR LESS
 AT0809'CEMENTED
 AT0809'TOGETHER AT THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1020 ***********************************************************************
 AT1020  DESIGNATION -  NORTHEAST PASS DAYBEACON
 AT1020  PID         -  AT1020
 AT1020  STATE/COUNTY-  LA/PLAQUEMINES
 AT1020  USGS QUAD   -  PASS A LOUTRE EAST (1971)
 AT1020
 AT1020                         *CURRENT SURVEY CONTROL
 AT1020  ___________________________________________________________________
 AT1020* NAD 83(1992)-  29 08 30.52392(N)    089 03 13.39479(W)     ADJUSTED  
 AT1020* NAVD 88     -                                                        
 AT1020  ___________________________________________________________________
 AT1020  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AT1020  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AT1020
 AT1020  HORZ ORDER  -  THIRD
 AT1020
 AT1020.The horizontal coordinates were established by classical geodetic methods
 AT1020.and adjusted by the National Geodetic Survey in January 1993..
 AT1020
 AT1020
 AT1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1020
 AT1020.The geoid height was determined by GEOID03.
 AT1020
 AT1020;                    North         East     Units Scale Factor Converg.
 AT1020;SPC LA S     -    73,350.321 1,221,812.728   MT  1.00003725   +1 08 23.4
 AT1020;SPC LA S     -   240,650.18  4,008,563.93   sFT  1.00003725   +1 08 23.4
 AT1020;UTM  16      - 3,225,441.441   300,218.722   MT  1.00009254   -1 00 01.6
 AT1020
 AT1020                          SUPERSEDED SURVEY CONTROL
 AT1020
 AT1020  NAD 83(1986)-  29 08 30.52575(N)    089 03 13.40669(W) AD(       ) 4
 AT1020  NAD 27      -  29 08 29.71700(N)    089 03 13.23700(W) AD(       ) 3
 AT1020
 AT1020.Superseded values are not recommended for survey control.
 AT1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1020.See file dsdata.txt to determine how the superseded data were derived.
 AT1020
 AT1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT0021925441(NAD 83)
 AT1020_MARKER: 16 = DAYBEACON
 AT1020
 AT1020  HISTORY     - Date     Condition        Report By
 AT1020  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1020  HISTORY     - 1959     GOOD             CGS
 AT1020  HISTORY     - 1970     GOOD             NGS
 AT1020
 AT1020                          STATION DESCRIPTION
 AT1020
 AT1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1020'THE TOP CENTER OF AN ABANDONED LIGHTHOUSE.  LOCATED NEAR THE
 AT1020'NORTHEAST TIP OF
 AT1020'THE MISSISSIPPI RIVER DELTA, ON THE NORTH SIDE OF
 AT1020'NORTHEAST PASS.  THE LIGHTHOUSE IS
 AT1020'LISTED AS NORTHEAST PASS
 AT1020'DAYBEACON, A GRAYISH WHITE TOWER.
 AT1020'
 AT1020'THE STATION WAS NOT VISITED.
 AT1020
 AT1020                          STATION RECOVERY (1959)
 AT1020
 AT1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1020'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION WAS NOT VISITED.
 AT1020
 AT1020                          STATION RECOVERY (1970)
 AT1020
 AT1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0820 ***********************************************************************
 AT0820  DESIGNATION -  NORTHEAST REAR RANGE 1935
 AT0820  PID         -  AT0820
 AT0820  STATE/COUNTY-  LA/PLAQUEMINES
 AT0820  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0820
 AT0820                         *CURRENT SURVEY CONTROL
 AT0820  ___________________________________________________________________
 AT0820* NAD 83(1992)-  28 58 34.13518(N)    089 24 20.36076(W)     ADJUSTED  
 AT0820* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0820  ___________________________________________________________________
 AT0820  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AT0820  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AT0820
 AT0820  HORZ ORDER  -  SECOND
 AT0820
 AT0820.The horizontal coordinates were established by classical geodetic methods
 AT0820.and adjusted by the National Geodetic Survey in January 1993..
 AT0820
 AT0820.The orthometric height was scaled from a topographic map.
 AT0820
 AT0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0820
 AT0820.The geoid height was determined by GEOID03.
 AT0820
 AT0820;                    North         East     Units Scale Factor Converg.
 AT0820;SPC LA S     -    54,361.539 1,187,880.880   MT  1.00008432   +0 57 49.9
 AT0820;SPC LA S     -   178,351.15  3,897,239.19   sFT  1.00008432   +0 57 49.9
 AT0820;UTM  16      - 3,207,727.881   265,598.712   MT  1.00027807   -1 09 57.4
 AT0820
 AT0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0820!SPC LA S     -   1.00000371  x   1.00008432  =   1.00008803
 AT0820!UTM  16      -   1.00000371  x   1.00027807  =   1.00028178
 AT0820
 AT0820                          SUPERSEDED SURVEY CONTROL
 AT0820
 AT0820  NAD 83(1986)-  28 58 34.14110(N)    089 24 20.37539(W) AD(       ) 2
 AT0820  NAD 27      -  28 58 33.80400(N)    089 24 20.45900(W) AD(       ) 2
 AT0820
 AT0820.Superseded values are not recommended for survey control.
 AT0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0820.See file dsdata.txt to determine how the superseded data were derived.
 AT0820
 AT0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6559907728(NAD 83)
 AT0820_MARKER: DS = TRIANGULATION STATION DISK
 AT0820_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0820_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0820
 AT0820  HISTORY     - Date     Condition        Report By
 AT0820  HISTORY     - 1935     MONUMENTED       CGS
 AT0820
 AT0820                          STATION DESCRIPTION
 AT0820
 AT0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AT0820'ABOUT 1.5 MILES (NAUTICAL) WNW FROM BURRWOOD, ON THE NORTHWESTERLY
 AT0820'SIDE OF THE MARSHY
 AT0820'LAND LYING ALONG THE NORTHWESTERLY SIDE OF
 AT0820'SOUTHWEST PASS, 200 METERS (656 FEET)
 AT0820'NE OF THE NE SIDE (GRASS LINE)
 AT0820'OF A BAYOU, 13 METERS (43 FEET) FROM THE SHORE (GRASS
 AT0820'LINE), AND 18.5
 AT0820'METERS (61 FEET) SW FROM THE RANGE OF THE FRONT (SOUTHEASTERLY)
 AT0820'CHIMNEY OF THE
 AT0820'FRONT (SOUTHEASTERLY) RESIDENCE AT SOUTHWEST PASS
 AT0820'LIGHTHOUSE AND THE BURRWOOD
 AT0820'FLAGPOLE.
 AT0820'
 AT0820'STATION IS MARKED BY A STANDARD BRONZE DISK.
 AT0820'THE DISK IS
 AT0820'STAMPED NE REAR RANGE 1935 INCHES AND IS SET ATOP OF TILE
 AT0820'FILLED WITH CONCRETE AND
 AT0820'ATTACHED TO A 2- BY 4-INCH WOOD PILE WHICH
 AT0820'PROJECTS 6 INCHES ABOVE THE GROUND.  THIS
 AT0820'STATION WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0821 ***********************************************************************
 AT0821  DESIGNATION -  NORTHEAST REAR RANGE ECC
 AT0821  PID         -  AT0821
 AT0821  STATE/COUNTY-  LA/PLAQUEMINES
 AT0821  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0821
 AT0821                         *CURRENT SURVEY CONTROL
 AT0821  ___________________________________________________________________
 AT0821* NAD 83(1992)-  28 58 34.03083(N)    089 24 20.42076(W)     ADJUSTED  
 AT0821* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0821  ___________________________________________________________________
 AT0821  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AT0821  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AT0821
 AT0821  HORZ ORDER  -  SECOND
 AT0821
 AT0821.The horizontal coordinates were established by classical geodetic methods
 AT0821.and adjusted by the National Geodetic Survey in January 1993..
 AT0821
 AT0821.The orthometric height was scaled from a topographic map.
 AT0821
 AT0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0821
 AT0821.The geoid height was determined by GEOID03.
 AT0821
 AT0821;                    North         East     Units Scale Factor Converg.
 AT0821;SPC LA S     -    54,358.299 1,187,879.310   MT  1.00008433   +0 57 49.9
 AT0821;SPC LA S     -   178,340.52  3,897,234.04   sFT  1.00008433   +0 57 49.9
 AT0821;UTM  16      - 3,207,724.701   265,597.022   MT  1.00027808   -1 09 57.4
 AT0821
 AT0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0821!SPC LA S     -   1.00000371  x   1.00008433  =   1.00008804
 AT0821!UTM  16      -   1.00000371  x   1.00027808  =   1.00028179
 AT0821
 AT0821|---------------------------------------------------------------------|
 AT0821| PID    Reference Object                     Distance      Geod. Az  |
 AT0821|                                                           dddmmss.s |
 AT0821| AT0820 NORTHEAST REAR RANGE 1935             3.600 METERS 02649     |
 AT0821| DD7485 NORTHEAST REAR RANGE RM 1            22.370 METERS 10950     |
 AT0821| AT0814 EAST JETTY                          APPROX. 3.4 KM 1295332.5 |
 AT0821| DD7486 NORTHEAST REAR RANGE RM 2            22.018 METERS 18206     |
 AT0821|---------------------------------------------------------------------|
 AT0821
 AT0821                          SUPERSEDED SURVEY CONTROL
 AT0821
 AT0821  NAD 83(1986)-  28 58 34.03675(N)    089 24 20.43539(W) AD(       ) 2
 AT0821  NAD 27      -  28 58 33.69900(N)    089 24 20.51900(W) AD(       ) 2
 AT0821
 AT0821.Superseded values are not recommended for survey control.
 AT0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0821.See file dsdata.txt to determine how the superseded data were derived.
 AT0821
 AT0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6559707725(NAD 83)
 AT0821_MARKER: DS = TRIANGULATION STATION DISK
 AT0821_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0821_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0821
 AT0821  HISTORY     - Date     Condition        Report By
 AT0821  HISTORY     - 1935     MONUMENTED       CGS
 AT0821
 AT0821                          STATION DESCRIPTION
 AT0821
 AT0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AT0821'ABOUT 1.5 MILES (NAUTICAL) WNW FROM BURRWOOD, ON THE NORTHWESTERLY
 AT0821'SIDE OF THE MARSHY
 AT0821'LAND LYING ALONG THE NORTHWESTERLY SIDE OF
 AT0821'SOUTHWEST PASS, 200 METERS (656 FEET)
 AT0821'NE OF THE NE EDGE (GRASS LINE)
 AT0821'OF A BAYOU, 13 METERS (43 FEET) FROM THE SHORE LINE
 AT0821'(GRASS LINE), AND
 AT0821'2.2 METERS (7 FEET) SW FROM THE RANGE OF THE FRONT (SOUTHEASTERLY)
 AT0821'CHIMNEY OF THE
 AT0821'FRONT (SOUTHEASTERLY) RESIDENCE AT THE SOUTHWEST PASS
 AT0821'LIGHTHOUSE AND THE BURRWOOD
 AT0821'FLAGPOLE.
 AT0821'
 AT0821'STATION IS MARKED BY A STANDARD BRONZE DISK.
 AT0821'THE DISK IS
 AT0821'STAMPED NORTHEAST RANGE (ECC) 1935 AND IS SET ATOP A
 AT0821'TILE FILLED WITH CONCRETE AND
 AT0821'ATTACHED TO A 2- BY 4-INCH WOOD PILE
 AT0821'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 AT0821'
 AT0821'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK STAMPED NO. 1, 1935,
 AT0821'IS SET
 AT0821'ATOP A TILE FILLED WITH CONCRETE AND ATTACHED TO A
 AT0821'2- BY 4-INCH WOOD PILE WHICH
 AT0821'PROJECTS 6 INCHES ABOVE THE GROUND AND
 AT0821'IS BETWEEN THE STATION AND THE SOUTHWEST PASS
 AT0821'LIGHTHOUSE 22.370
 AT0821'METERS (73.39 FEET) FROM THE STATION S 70 DEG 15 MIN E.
 AT0821'
 AT0821'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK STAMPED NO. 2, 1935,
 AT0821'IS SET
 AT0821'ATOP A TILE FILLED WITH CONCRETE AND ATTACHED TO A
 AT0821'2- BY 4-INCH WOOD PILE WHICH
 AT0821'PROJECTS 6 INCHES ABOVE THE GROUND AND
 AT0821'IS 13 METERS (43 FEET) FROM THE SHORE AND
 AT0821'22.018 METERS (72.24 FEET)
 AT0821'FROM THE STATION S 3 DEG 02 MIN E.
 AT0821'STATION
 AT0821'NORTHEAST REAR RANGE IS 3.60 METERS (11.8 FEET) FROM THE STATION
 AT0821'N 26 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5396 ***********************************************************************
 DG5396  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5396  DESIGNATION -  NORTHWESTERN S.U. CORS ARP
 DG5396  CORS_ID     -  1NSU
 DG5396  PID         -  DG5396
 DG5396  STATE/COUNTY-  LA/NATCHITOCHES
 DG5396  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 DG5396
 DG5396                         *CURRENT SURVEY CONTROL
 DG5396  ___________________________________________________________________
 DG5396* NAD 83(CORS)-  31 45 02.86182(N)    093 05 51.34331(W)     ADJUSTED  
 DG5396* NAVD 88     -                                                        
 DG5396  ___________________________________________________________________
 DG5396  EPOCH DATE  -        2002.00
 DG5396  X           -    -293,348.822 (meters)                     COMP
 DG5396  Y           -  -5,420,743.808 (meters)                     COMP
 DG5396  Z           -   3,336,980.986 (meters)                     COMP
 DG5396  ELLIP HEIGHT-          29.35  (meters)          (05/??/04) GPS OBS
 DG5396  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DG5396
 DG5396  HORZ ORDER  -  SPECIAL (CORS)
 DG5396  ELLP ORDER  -  SPECIAL (CORS)
 DG5396
 DG5396.ITRF positions are available for this station.
 DG5396.The coordinates were established by GPS observations
 DG5396.and adjusted by the National Geodetic Survey in May 2004..
 DG5396.The coordinates are valid at the epoch date displayed above.
 DG5396.The epoch date for horizontal control is a decimal equivalence
 DG5396.of Year/Month/Day.
 DG5396
 DG5396
 DG5396.The PID for the CORS L1 Phase Center is DH8936.
 DG5396
 DG5396.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5396
 DG5396.The ellipsoidal height was determined by GPS observations
 DG5396.and is referenced to NAD 83.
 DG5396
 DG5396.The geoid height was determined by GEOID03.
 DG5396
 DG5396;                    North         East     Units Scale Factor Converg.
 DG5396;SPC LA N     -   138,837.842   943,384.015   MT  0.99991896   -0 18 57.4
 DG5396;SPC LA N     -   455,503.82  3,095,085.72   sFT  0.99991896   -0 18 57.4
 DG5396
 DG5396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5396!SPC LA N     -   0.99999539  x   0.99991896  =   0.99991435
 DG5396
 DG5396                          SUPERSEDED SURVEY CONTROL
 DG5396
 DG5396.No superseded survey control is available for this station.
 DG5396
 DG5396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9075712818(NAD 83)
 DG5396_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5396
 DG5396                          STATION DESCRIPTION
 DG5396
 DG5396'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5396'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5396'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5396'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5396'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5396'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8936 ***********************************************************************
 DH8936  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8936  DESIGNATION -  NORTHWESTERN S.U. CORS L1 PHASE CENTER
 DH8936  CORS_ID     -  1NSU
 DH8936  PID         -  DH8936
 DH8936  STATE/COUNTY-  LA/NATCHITOCHES
 DH8936  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 DH8936
 DH8936                         *CURRENT SURVEY CONTROL
 DH8936  ___________________________________________________________________
 DH8936* NAD 83(CORS)-  31 45 02.86182(N)    093 05 51.34329(W)     ADJUSTED  
 DH8936* NAVD 88     -                                                        
 DH8936  ___________________________________________________________________
 DH8936  EPOCH DATE  -        2002.00
 DH8936  X           -    -293,348.826 (meters)                     COMP
 DH8936  Y           -  -5,420,743.892 (meters)                     COMP
 DH8936  Z           -   3,336,981.039 (meters)                     COMP
 DH8936  ELLIP HEIGHT-          29.45  (meters)          (05/??/04) GPS OBS
 DH8936  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DH8936
 DH8936  HORZ ORDER  -  SPECIAL (CORS)
 DH8936  ELLP ORDER  -  SPECIAL (CORS)
 DH8936
 DH8936.ITRF positions are available for this station.
 DH8936.The coordinates were established by GPS observations
 DH8936.and adjusted by the National Geodetic Survey in May 2004..
 DH8936.The coordinates are valid at the epoch date displayed above.
 DH8936.The epoch date for horizontal control is a decimal equivalence
 DH8936.of Year/Month/Day.
 DH8936
 DH8936
 DH8936.The PID for the CORS ARP is DG5396.
 DH8936
 DH8936.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8936
 DH8936.The ellipsoidal height was determined by GPS observations
 DH8936.and is referenced to NAD 83.
 DH8936
 DH8936.The geoid height was determined by GEOID03.
 DH8936
 DH8936;                    North         East     Units Scale Factor Converg.
 DH8936;SPC LA N     -   138,837.842   943,384.015   MT  0.99991896   -0 18 57.4
 DH8936;SPC LA N     -   455,503.82  3,095,085.72   sFT  0.99991896   -0 18 57.4
 DH8936
 DH8936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8936!SPC LA N     -   0.99999538  x   0.99991896  =   0.99991434
 DH8936
 DH8936                          SUPERSEDED SURVEY CONTROL
 DH8936
 DH8936.No superseded survey control is available for this station.
 DH8936
 DH8936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9075712818(NAD 83)
 DH8936_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8936
 DH8936                          STATION DESCRIPTION
 DH8936
 DH8936'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8936'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8936'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8936'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8936'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8936'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5278 ***********************************************************************
 BJ5278  DESIGNATION -  NUGENT
 BJ5278  PID         -  BJ5278
 BJ5278  STATE/COUNTY-  LA/ST LANDRY
 BJ5278  USGS QUAD   -  BAYOU JACK (1994)
 BJ5278
 BJ5278                         *CURRENT SURVEY CONTROL
 BJ5278  ___________________________________________________________________
 BJ5278* NAD 83(1992)-  30 50 17.76443(N)    091 57 48.97447(W)     ADJUSTED  
 BJ5278* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 BJ5278  ___________________________________________________________________
 BJ5278  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BJ5278  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5278
 BJ5278  HORZ ORDER  -  FIRST
 BJ5278
 BJ5278.The horizontal coordinates were established by classical geodetic methods
 BJ5278.and adjusted by the National Geodetic Survey in January 1993..
 BJ5278
 BJ5278.The orthometric height was scaled from a topographic map.
 BJ5278
 BJ5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5278
 BJ5278.The geoid height was determined by GEOID03.
 BJ5278
 BJ5278;                    North         East     Units Scale Factor Converg.
 BJ5278;SPC LA S     -   259,358.631   939,703.468   MT  1.00003233   -0 18 54.5
 BJ5278;SPC LA S     -   850,912.44  3,083,010.46   sFT  1.00003233   -0 18 54.5
 BJ5278;SPC LA N     -    37,634.346 1,051,318.800   MT  1.00009066   +0 17 00.9
 BJ5278;SPC LA N     -   123,472.02  3,449,201.76   sFT  1.00009066   +0 17 00.9
 BJ5278;UTM  15      - 3,412,137.707   599,109.816   MT  0.99972117   +0 31 52.7
 BJ5278
 BJ5278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5278!SPC LA S     -   1.00000239  x   1.00003233  =   1.00003472
 BJ5278!SPC LA N     -   1.00000239  x   1.00009066  =   1.00009305
 BJ5278!UTM  15      -   1.00000239  x   0.99972117  =   0.99972356
 BJ5278
 BJ5278|---------------------------------------------------------------------|
 BJ5278| PID    Reference Object                     Distance      Geod. Az  |
 BJ5278|                                                           dddmmss.s |
 BJ5278| CW2154 NUGENT RM 1                          37.830 METERS 17521     |
 BJ5278| BK2024 A 840 RESET                         APPROX.12.2 KM 2694949.6 |
 BJ5278| BJ5279 A 4596 RESET 1971                   248.331 METERS 27708     |
 BJ5278| BJ5277 A 4596 LAGS 1941                    247.858 METERS 27804     |
 BJ5278| CW2153 NUGENT AZ MK                                       2801914.9 |
 BJ5278| CW2155 NUGENT RM 2                          36.430 METERS 28832     |
 BJ5278|---------------------------------------------------------------------|
 BJ5278
 BJ5278                          SUPERSEDED SURVEY CONTROL
 BJ5278
 BJ5278  NAD 83(1986)-  30 50 17.78445(N)    091 57 48.96980(W) AD(       ) 1
 BJ5278  NAD 27      -  30 50 17.07778(N)    091 57 48.54668(W) AD(       ) 1
 BJ5278
 BJ5278.Superseded values are not recommended for survey control.
 BJ5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5278.See file dsdata.txt to determine how the superseded data were derived.
 BJ5278
 BJ5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9911012138(NAD 83)
 BJ5278_MARKER: DS = TRIANGULATION STATION DISK
 BJ5278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5278
 BJ5278  HISTORY     - Date     Condition        Report By
 BJ5278  HISTORY     - 1941     MONUMENTED       CGS
 BJ5278  HISTORY     - 1957     GOOD             CGS
 BJ5278  HISTORY     - 1959     GOOD             CGS
 BJ5278  HISTORY     - 1971     GOOD             NGS
 BJ5278
 BJ5278                          STATION DESCRIPTION
 BJ5278
 BJ5278'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BJ5278'STATION IS ABOUT 3 MILES NE OF THE VILLAGE OF BIG CANE, IN
 BJ5278'SECTION 33, T. 2 S., R. 5 E., ON THE N SIDE AND ADJACENT TO
 BJ5278'LOUISIANA HIGHWAY 92, 42 FEET N OF THE CENTER OF THE HIGHWAY,
 BJ5278'20 FEET SW OF A FENCE CORNER, 18 FEET SW OF A WHITE REFERENCE
 BJ5278'POST, 16 FEET S OF A FENCE AND ABOUT 30 YARDS W OF A LARGE
 BJ5278'TRIANGULAR-BLAZED MAPLE TREE.  IT IS STAMPED NUGENT 1941
 BJ5278'AND PROJECTS ABOUT 4 INCHES.
 BJ5278'
 BJ5278'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BJ5278'DISKS SET IN CONCRETE.
 BJ5278'
 BJ5278'REFERENCE MARK NO. 1 IS 20 FEET S OF THE CENTER OF THE HIGHWAY,
 BJ5278'1 FOOT N OF A FENCE AND ABOUT 20 YARDS S OF A TRIANGULAR-BLAZED
 BJ5278'MAPLE TREE.  IT IS STAMPED NUGENT NO. 1 1941 AND PROJECTS
 BJ5278'ABOUT 12 INCHES.
 BJ5278'
 BJ5278'REFERENCE MARK NO. 2 IS 20 FEET N OF THE CENTER OF THE HIGHWAY,
 BJ5278'12 FEET E OF THE CENTER OF A FARM DRIVEWAY AND 1 FOOT S OF A
 BJ5278'FENCE.  IT IS STAMPED NUGENT NO. 2 1941 AND PROJECTS ABOUT 12
 BJ5278'INCHES.
 BJ5278'
 BJ5278'THE AZIMUTH MARK IS 20 FEET N OF THE CENTER OF LOUISIANA
 BJ5278'HIGHWAY 92, 25 FEET S OF A TWIN CYPRESS TREE AND 5 FEET W
 BJ5278'OF A WHITE REFERENCE POST.  IT IS STAMPED NUGENT 1941 AND
 BJ5278'PROJECTS ABOUT 16 INCHES.
 BJ5278'
 BJ5278'A TRAVERSE CONNECTION WAS MADE TO STATION A-4596 (LOUISIANA
 BJ5278'GEODETIC SURVEY).
 BJ5278'
 BJ5278'A 116-FOOT SIGNAL AT LEBEAU IS VISIBLE AT 116 FEET.
 BJ5278'
 BJ5278'A 116-FOOT SIGNAL AT WHIPP IS VISIBLE AT 116 FEET.
 BJ5278'
 BJ5278'A 116-FOOT SIGNAL AT A-840 IS VISIBLE AT 103 FEET.
 BJ5278'
 BJ5278'A 103-FOOT SIGNAL AT GOUDEAU IS VISIBLE AT 103 FEET.
 BJ5278'
 BJ5278'A 116-FOOT SIGNAL AT PLAUCHE IS VISIBLE AT 116 FEET.
 BJ5278'
 BJ5278'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 BJ5278
 BJ5278                          STATION RECOVERY (1957)
 BJ5278
 BJ5278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5278'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 BJ5278'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO
 BJ5278'REFERENCE MARKS WERE VERIFIED AS CORRECT.  THE PUBLISHED
 BJ5278'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION AND
 BJ5278'ADDITIONS--
 BJ5278'
 BJ5278'THE WHITE REFERENCE POSTS AT THE STATION AND AZIMUTH MARK ARE GONE.
 BJ5278'
 BJ5278'STATION IS IN THE SETTLEMENT OF BAYOU JACK, 813.2 FEET WEST
 BJ5278'OF 90 DEGREE TURN NORTH IN STATE HIGHWAY 107.
 BJ5278
 BJ5278                          STATION RECOVERY (1959)
 BJ5278
 BJ5278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BJ5278'THE STATION WAS VISITED 10-23-59 AND THE STATION MARK, REFERENCE
 BJ5278'MARKS NO. 1 AND NO. 2, THE AZIMUTH MARK AND A 4596 (LA.GEOD.S.)
 BJ5278'WERE FOUND IN GOOD CONDITION.
 BJ5278'
 BJ5278'THE STATION IS LOCATED ABOUT 7 MILES EAST OF MORROW, ABOUT
 BJ5278'2.5 MILES NORTHEAST OF BIG CANE, 0.5 MILE SOUTH OF THE
 BJ5278'AVOYELLES-ST LANDRY PARISH LINE, IN THE WEST CENTRAL PART
 BJ5278'OF SEC. 33, T 2 S., R 5 E, 100 YARDS EAST OF A WHITE FRAME
 BJ5278'CHURCH, ON PROPERTY OWNED BY R.M. GUILLOTT, AT THE OUTSIDE OF
 BJ5278'A CURVE IN THE GRAVELED ROAD, AT THE SOUTHEAST CORNER OF A
 BJ5278'SMALL PASTURE AND ABOUT 50 YARDS WEST OF A BAYOU.  IT IS 42
 BJ5278'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 19 FEET NORTH
 BJ5278'OF A FENCE LINE, 72 FEET WEST-NORTHWEST OF A FENCE CORNER,
 BJ5278'109 FEET SOUTH OF A 4-FOOT PECAN TREE, 24 FEET SOUTHWEST OF
 BJ5278'A POWER POLE IN A PASTURE WITH LINES RUNNING EAST AND SOUTH,
 BJ5278'87 FEET EAST OF A TELEPHONE POLE, 71 FEET SOUTH OF THE
 BJ5278'PROJECTED PLANE OF THE SOUTH WALL OF THE CHURCH WEST OF THE
 BJ5278'STATION, AND 1 FOOT NORTH OF A METAL WITNESS POST BEARING
 BJ5278'A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED NUGENT 1941,
 BJ5278'PROJECTING 6 INCHES.
 BJ5278'
 BJ5278'REFERENCE MARK NO. 1 IS 124.12 FEET SOUTH OF THE STATION,
 BJ5278'27 FEET WEST OF THE CENTER OF THE ROAD AT THE INSIDE OF A CURVE,
 BJ5278'88 FEET SOUTHWEST OF THE FENCE CORNER AT THE SOUTHEAST CORNER
 BJ5278'OF THE PASTURE, 2 FEET EAST OF A FENCE LINE AND 1 FOOT WEST
 BJ5278'OF A METAL WITNESS POST BEARING A WHITE METAL SIGN.  IT IS
 BJ5278'A STANDARD DISK, STAMPED NUGENT NO 1 1941, PROJECTING 8 INCHES.
 BJ5278'
 BJ5278'REFERENCE MARK NO. 2 IS 119.54 FEET WEST OF THE STATION, 32
 BJ5278'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 11 FEET EAST
 BJ5278'OF THE EAST END OF THE OLD GATE, 33 FEET WEST-SOUTHWEST OF A
 BJ5278'TELEPHONE POLE, 54 FEET SOUTH OF THE PROJECTED PLANE OF THE
 BJ5278'SOUTH WALL OF THE WHITE CHURCH, AND 3 FEET NORTH OF A FENCE
 BJ5278'LINE.  IT IS A STANDARD DISK, STAMPED NUGENT NO 2 1941,
 BJ5278'PROJECTING 8 INCHES.
 BJ5278'
 BJ5278'LOUISIANA GEODETIC SURVEY MARK A 4596 WAS TRAVERSED TO IN
 BJ5278'1941.  IT IS 813.18 FEET WEST OF THE STATION, ON THE PROJECTED
 BJ5278'CENTERLINE OF THE SIDE ROAD LEADING NORTH, ABOUT 50 YARDS
 BJ5278'SOUTHEAST OF A SMALL STORE, 3 FEET NORTH OF A FENCE LINE, 21
 BJ5278'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 22.5 FEET EAST
 BJ5278'OF A POWER POLE, 56.5 FEET SOUTHWEST OF A POWER POLE IN THE
 BJ5278'NORTHWEST ANGLE OF THE ROAD INTERSECTION, 114 FEET
 BJ5278'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF MR. R.M. GUILLOTTS
 BJ5278'HOUSE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT
 BJ5278'IS A STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED A
 BJ5278'4596, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 BJ5278'FLUSH WITH THE GROUND.
 BJ5278'
 BJ5278'THE AZIMUTH MARK IS 0.75 MILE WEST OF THE STATION, IN THE
 BJ5278'SOUTHWEST CORNER OF THE YARD OF A SMALL UNPAINTED HOUSE, 25
 BJ5278'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 23 FEET SOUTH
 BJ5278'OF A TWIN PECAN TREE, 92 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 BJ5278'CORNER OF THE HOUSE, 20 FEET WEST OF THE PROJECTED PLANE OF THE
 BJ5278'WEST WALL OF THE HOUSE, AND 1 FOOT NORTH OF A METAL WITNESS
 BJ5278'POST BEARING A WHITE METAL SIGN.  IT IS A STANDARD DISK,
 BJ5278'STAMPED NUGENT 1941, PROJECTING 1 FOOT.
 BJ5278'
 BJ5278'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 107
 BJ5278'AND 361 IN BIG CANE, WHICH IS 7 MILES NORTH-NORTHEAST OF
 BJ5278'LEBEAU, GO NORTH ON STATE HIGHWAYS 107 AND 361 FOR 0.65 MILE,
 BJ5278'TURN RIGHT AND GO EAST ON STATE HIGHWAY 107 FOR 2.05 MILE TO
 BJ5278'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.6 MILE TO
 BJ5278'A T ROAD LEFT AND A 4596 (LA.GEOD.S.) ON THE RIGHT, CONTINUE
 BJ5278'EAST FOR 0.1 MILE TO A CURVE IN THE HIGHWAY AND THE STATION
 BJ5278'ON THE LEFT.
 BJ5278
 BJ5278                          STATION RECOVERY (1971)
 BJ5278
 BJ5278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BJ5278'THE STATION WAS VISITED 5-13-71 AND THE STATION, AZIMUTH MARK,
 BJ5278'R.M. NO. 1 AND NO. 2 AND A 4596 (LGS) WERE ALL FOUND IN GOOD
 BJ5278'CONDITION.  AT THE REQUEST OF THE LOUISIANA STATE HIGHWAY
 BJ5278'DEPT., THE AZIMUTH MARK AND A 4596 (LGS) WERE TO BE MOVED.  THE
 BJ5278'AZIMUTH MARK WAS OBSTRUCTED FROM THE STATION BY BUILDING AND
 BJ5278'TREES AND COULD NOT BE MOVED.  THE MARK WAS THEN DESTROYED
 BJ5278'AND THE DISK RECLAIMED.  A 4596 (LGS) WAS MOVED BY ESTABLISHING
 BJ5278'A 4596 RESET 1971 4.058 METERS SOUTH OF THE ORIGINAL MARK.
 BJ5278'THE NEW MARK WAS MEASURED FROM THE STATION AND A DIRECTION
 BJ5278'TAKEN FROM THE STATION.  THE 1959 DESCRIPTION FOR THE
 BJ5278'STATION IS ADEQUATE.
 BJ5278'
 BJ5278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 BJ5278'EAST OF BIG CANE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2919 ***********************************************************************
 AU2919  DESIGNATION -  NUT 1934
 AU2919  PID         -  AU2919
 AU2919  STATE/COUNTY-  LA/LAFOURCHE
 AU2919  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2919
 AU2919                         *CURRENT SURVEY CONTROL
 AU2919  ___________________________________________________________________
 AU2919* NAD 83(1992)-  29 20 09.47968(N)    090 03 49.98940(W)     ADJUSTED  
 AU2919* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2919  **This station is located in a subsidence area (see below).
 AU2919  ___________________________________________________________________
 AU2919  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU2919  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AU2919
 AU2919  HORZ ORDER  -  THIRD
 AU2919
 AU2919.The horizontal coordinates were established by classical geodetic methods
 AU2919.and adjusted by the National Geodetic Survey in January 1993..
 AU2919
 AU2919 ** The orthometric height has not been validated since last determined
 AU2919 ** by differential leveling and should not be used for control purposes.
 AU2919 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2919 ** area with valid NAVD 88 orthometric heights.
 AU2919 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2919 ** epoch indicated which incorporates improved geoid heights for the
 AU2919 ** Southern Louisiana Subsidence area.
 AU2919 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2919.The orthometric height was scaled from a topographic map.
 AU2919
 AU2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2919
 AU2919.The geoid height was determined by GEOID03.
 AU2919
 AU2919;                    North         East     Units Scale Factor Converg.
 AU2919;SPC LA S     -    93,347.125 1,123,288.027   MT  0.99999258   +0 38 05.1
 AU2919;SPC LA S     -   306,256.36  3,685,320.80   sFT  0.99999258   +0 38 05.1
 AU2919;UTM  15      - 3,248,789.841   785,112.999   MT  1.00060319   +1 26 22.1
 AU2919;UTM  16      - 3,249,108.574   202,473.577   MT  1.00069246   -1 30 07.9
 AU2919
 AU2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2919!SPC LA S     -   1.00000381  x   0.99999258  =   0.99999639
 AU2919!UTM  15      -   1.00000381  x   1.00060319  =   1.00060700
 AU2919!UTM  16      -   1.00000381  x   1.00069246  =   1.00069627
 AU2919
 AU2919                          SUPERSEDED SURVEY CONTROL
 AU2919
 AU2919  NAD 83(1986)-  29 20 09.49395(N)    090 03 49.99803(W) AD(       ) 3
 AU2919  NAD 27      -  29 20 08.68600(N)    090 03 49.73000(W) AD(       ) 3
 AU2919
 AU2919.Superseded values are not recommended for survey control.
 AU2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2919.See file dsdata.txt to determine how the superseded data were derived.
 AU2919
 AU2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8511348790(NAD 83)
 AU2919_MARKER: DD = SURVEY DISK
 AU2919_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2919_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2919
 AU2919  HISTORY     - Date     Condition        Report By
 AU2919  HISTORY     - 1934     MONUMENTED       CGS
 AU2919  HISTORY     - 1940     GOOD             SHELL
 AU2919  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2919
 AU2919                          STATION DESCRIPTION
 AU2919
 AU2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2919'ON THE EASTERN SHORE OF BAY DE CHENE L OURSE, ABOUT 200
 AU2919'METERS (650 FEET) FROM THE S SIDE OF THE BAY AND 20 METERS
 AU2919'(65 FEET) FROM THE HIGH-WATER MARK.  THE STATION IS MARKED
 AU2919'BY A STANDARD HYDROGRAPHIC DISK SET IN CONCRETE IN THE TOP
 AU2919'OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AU2919'UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2919
 AU2919                          STATION RECOVERY (1940)
 AU2919
 AU2919'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2919'RECOVERED IN GOOD CONDITION.
 AU2919
 AU2919                          STATION RECOVERY (1952)
 AU2919
 AU2919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2919'A THOROUGH SEARCH BY TWO MEN FOR 1-1/2 HRS. FAILED TO REVEAL
 AU2919'THE STATION.  THE PUBLISHED DESCRIPTION IS INADEQUATE BECAUSE
 AU2919'OF EXTENSIVE SHORELINE EROSION, AND BECAUSE OF THIS EROSION
 AU2919'THE STATION IS THOUGHT TO BE WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0657 ***********************************************************************
 AV0657  DESIGNATION -  NUTRIA 1955
 AV0657  PID         -  AV0657
 AV0657  STATE/COUNTY-  LA/VERMILION
 AV0657  USGS QUAD   -  MULBERRY ISLAND EAST (1979)
 AV0657
 AV0657                         *CURRENT SURVEY CONTROL
 AV0657  ___________________________________________________________________
 AV0657* NAD 83(1992)-  29 35 56.92830(N)    092 17 30.49861(W)     ADJUSTED  
 AV0657* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0657  **This station is located in a subsidence area (see below).
 AV0657  ___________________________________________________________________
 AV0657  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0657  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AV0657
 AV0657  HORZ ORDER  -  THIRD
 AV0657
 AV0657.The horizontal coordinates were established by classical geodetic methods
 AV0657.and adjusted by the National Geodetic Survey in January 1993..
 AV0657
 AV0657 ** The orthometric height has not been validated since last determined
 AV0657 ** by differential leveling and should not be used for control purposes.
 AV0657 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0657 ** area with valid NAVD 88 orthometric heights.
 AV0657 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0657 ** epoch indicated which incorporates improved geoid heights for the
 AV0657 ** Southern Louisiana Subsidence area.
 AV0657 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0657.The orthometric height was scaled from a topographic map.
 AV0657
 AV0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0657
 AV0657.The geoid height was determined by GEOID03.
 AV0657
 AV0657;                    North         East     Units Scale Factor Converg.
 AV0657;SPC LA S     -   122,223.431   907,156.924   MT  0.99995016   -0 28 45.3
 AV0657;SPC LA S     -   400,994.71  2,976,230.67   sFT  0.99995016   -0 28 45.3
 AV0657;UTM  15      - 3,274,578.258   568,577.489   MT  0.99965803   +0 20 59.3
 AV0657
 AV0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0657!SPC LA S     -   1.00000388  x   0.99995016  =   0.99995404
 AV0657!UTM  15      -   1.00000388  x   0.99965803  =   0.99966191
 AV0657
 AV0657                          SUPERSEDED SURVEY CONTROL
 AV0657
 AV0657  NAD 83(1986)-  29 35 56.94870(N)    092 17 30.48566(W) AD(       ) 3
 AV0657  NAD 27      -  29 35 56.16400(N)    092 17 30.01600(W) AD(       ) 3
 AV0657
 AV0657.Superseded values are not recommended for survey control.
 AV0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0657.See file dsdata.txt to determine how the superseded data were derived.
 AV0657
 AV0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6857774578(NAD 83)
 AV0657_MARKER: DS = TRIANGULATION STATION DISK
 AV0657_SETTING: 0 = UNSPECIFIED SETTING
 AV0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0657
 AV0657  HISTORY     - Date     Condition        Report By
 AV0657  HISTORY     - 1955     MONUMENTED       CGS
 AV0657  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 AV0657
 AV0657                          STATION DESCRIPTION
 AV0657
 AV0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0657'STATION IS LOCATED ON THE SOUTHEAST SIDE OF THE LOUISIANA
 AV0657'FUR COMPANY CANAL, SOUTHEASTERLY FROM PECAN ISLAND.
 AV0657'
 AV0657'TO REACH FROM THE INTERSECTION OF THE HIGHWAY LEADING FROM
 AV0657'KAPLAN TO PECAN ISLAND WITH THE THE MAIN ROAD ALONG THE PECAN
 AV0657'ISLAND RIDGE, DRIVE WEST 0.9 MILE TO A CAMP OF THE HUMBLE OIL
 AV0657'COMPANY.  THIS IS 3.45 MILES EAST OF THE PECAN ISLAND SCHOOL.
 AV0657'FROM HERE TAKE A BOAT SOUTH AND EASTERLY ON HUMBLE CANAL AND
 AV0657'LOUISIANA FUR COMPANY CANAL FOR 8.9 MILES (0.4 MILE NORTHEAST
 AV0657'OF A BEND IN THE CANAL TO THE NORTHEAST) TO A SHORT CANAL
 AV0657'LEADING SOUTHEAST TO AN ABONDONED DRILLING SITE.  STATION IS
 AV0657'25 FEET SOUTHWEST OF THE SHORT CANAL, 15 FEET NORTHEAST OF A
 AV0657'SMALL BAYOU AND 85 FEET WEST OF THE SOUTHWEST CORNER OF A
 AV0657'TRAPPERS CABIN.
 AV0657'
 AV0657'STATION MARK, STAMPED NUTRIA 1955, IS A STANDARD DISK BRAZED
 AV0657'TO THE TOP OF AN IRON PIPE WHICH IS ABOUT 3 INCHES IN DIAMETER
 AV0657'AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 AV0657'
 AV0657'REFERENCE AND AZIMUTH MARKS WERE NOT SET FOR THIS STATION.
 AV0657'
 AV0657'STATION WAS NOT OCCUPIED.
 AV0657'
 AV0657'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 AV0657
 AV0657                          STATION RECOVERY (1959)
 AV0657
 AV0657'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (JEC)
 AV0657'UNABLE TO LOCATE STATION, IT IS COVERED WITH SPOILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5293 ***********************************************************************
 BJ5293  DESIGNATION -  NW CORNER
 BJ5293  PID         -  BJ5293
 BJ5293  STATE/COUNTY-  LA/JEFFERSON
 BJ5293  USGS QUAD   -  LA BRANCHE (1992)
 BJ5293
 BJ5293                         *CURRENT SURVEY CONTROL
 BJ5293  ___________________________________________________________________
 BJ5293* NAD 83(1992)-  30 02 50.52340(N)    090 16 43.64151(W)     ADJUSTED  
 BJ5293* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 BJ5293  **This station is located in a subsidence area (see below).
 BJ5293  ___________________________________________________________________
 BJ5293  X           -     -26,886.343 (meters)                     COMP
 BJ5293  Y           -  -5,525,541.304 (meters)                     COMP
 BJ5293  Z           -   3,174,906.917 (meters)                     COMP
 BJ5293  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ5293  ELLIP HEIGHT-         -26.14  (meters)          (09/30/02) GPS OBS
 BJ5293  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BJ5293
 BJ5293  HORZ ORDER  -  FIRST
 BJ5293  ELLP ORDER  -  FOURTH    CLASS II
 BJ5293
 BJ5293.The horizontal coordinates were established by GPS observations
 BJ5293.and adjusted by the National Geodetic Survey in January 1993..
 BJ5293
 BJ5293 ** The orthometric height has not been validated since last determined
 BJ5293 ** by differential leveling and should not be used for control purposes.
 BJ5293 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5293 ** area with valid NAVD 88 orthometric heights.
 BJ5293 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5293 ** epoch indicated which incorporates improved geoid heights for the
 BJ5293 ** Southern Louisiana Subsidence area.
 BJ5293 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5293
 BJ5293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5293
 BJ5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5293
 BJ5293.The ellipsoidal height was determined by GPS observations
 BJ5293.and is referenced to NAD 83.
 BJ5293
 BJ5293.The geoid height was determined by GEOID03.
 BJ5293
 BJ5293;                    North         East     Units Scale Factor Converg.
 BJ5293;SPC LA S     -   171,984.789 1,101,691.720   MT  0.99992607   +0 31 38.2
 BJ5293;SPC LA S     -   564,253.43  3,614,466.92   sFT  0.99992607   +0 31 38.2
 BJ5293;UTM  15      - 3,327,155.394   762,379.280   MT  1.00044944   +1 21 48.0
 BJ5293
 BJ5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5293!SPC LA S     -   1.00000411  x   0.99992607  =   0.99993017
 BJ5293!UTM  15      -   1.00000411  x   1.00044944  =   1.00045355
 BJ5293
 BJ5293                          SUPERSEDED SURVEY CONTROL
 BJ5293
 BJ5293  ELLIP H (01/21/93)  -26.11   (m)                       GP(       ) 4 2
 BJ5293  NAD 83(1986)-  30 02 50.53997(N)    090 16 43.64041(W) AD(       ) 1
 BJ5293  NAD 27      -  30 02 49.81454(N)    090 16 43.36126(W) AD(       ) 1
 BJ5293  NGVD 29 (05/20/88)    0.4    (m)            1.     (f) GPS OBS        
 BJ5293
 BJ5293.Superseded values are not recommended for survey control.
 BJ5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5293.See file dsdata.txt to determine how the superseded data were derived.
 BJ5293
 BJ5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6237927155(NAD 83)
 BJ5293_MARKER: DS = TRIANGULATION STATION DISK
 BJ5293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5293_SP_SET: CONCRETE POST
 BJ5293_STAMPING: NW CORNER JPE 1987
 BJ5293_MARK LOGO: LADTD 
 BJ5293_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ5293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5293+STABILITY: SURFACE MOTION
 BJ5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5293+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 BJ5293
 BJ5293  HISTORY     - Date     Condition        Report By
 BJ5293  HISTORY     - 1987     MONUMENTED       LADTD
 BJ5293  HISTORY     - 1987     GOOD             LADTD
 BJ5293  HISTORY     - 19921124 GOOD             NOS
 BJ5293  HISTORY     - 20060427 MARK NOT FOUND   NGS
 BJ5293
 BJ5293                          STATION DESCRIPTION
 BJ5293
 BJ5293'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BJ5293'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTH OF INTERSTATE 10,
 BJ5293'IN JEFFERSON PARISH, AT THE CONFLUENCE OF DUNCAN CANAL INTO LAKE
 BJ5293'PONCHATRAIN.
 BJ5293'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICT, C/O BILL MIDDLETON,
 BJ5293'DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA.  PHONE
 BJ5293'504-733-0087.
 BJ5293'
 BJ5293'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5293'WILLAIMS BOULEVARD, IN KENNER, GO WEST FOR 2.6 KM (1.6 MI) ON
 BJ5293'INTERSTATE 10 TO THE LOYOLA DRIVE EXIT.  TAKE THE EXIT TO LOYOLA
 BJ5293'DRIVE.
 BJ5293'TURN LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON LOYOLA DRIVE TO
 BJ5293'VETERANS MEMORIAL BOULEVARD.
 BJ5293'TURN RIGHT AND GO WEST FOR 1.46 KM (0.9 MI) ON VETERANS BOULEVARD
 BJ5293'TO A T-ROAD AT THE LEVEE.
 BJ5293'TURN RIGHT AND GO NORTH FOR 0.8 KM (0.5 MI) ON THE LEVEE ROAD TO A
 BJ5293'GATE AT A PUMPING STATION.  GO THROUGH THE PUMPING STATION AND
 BJ5293'CONTINUE NORTH ON THE LEVEE ROAD FOR 4.1 KM (2.6 MI) TO A CURVE IN
 BJ5293'THE LEVEE AND THE STATION ON THE RIGHT.
 BJ5293'
 BJ5293'THE STATION IS A STANDARD NGS DISK
 BJ5293'STAMPED---NW CORNER JPE 1987---,
 BJ5293'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5293'30 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 BJ5293'28.7 METERS (94.2 FT) SOUTHEAST FROM THE NORTH END OF A METAL WALL
 BJ5293'ON TOP OF THE LEVEE,
 BJ5293'20 METERS (65.6 FT) EAST FROM A LEVEE WALL,
 BJ5293'18.2 METERS (59.7 FT) NORTH-NORTHWEST FROM A METAL UTILITY POLE AT
 BJ5293'A PICKET FENCE CORNER,
 BJ5293'10.2 METERS (33.5 FT) EAST FROM THE CENTER OF THE LEVEE ROAD, AND
 BJ5293'0.4 METERS (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 BJ5293'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ5293'STAMPED---NW CORNER JPE 1987---,
 BJ5293'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BJ5293
 BJ5293                          STATION RECOVERY (1987)
 BJ5293
 BJ5293'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BJ5293'RECOVERED IN GOOD CONDITION.
 BJ5293
 BJ5293                          STATION RECOVERY (1992)
 BJ5293
 BJ5293'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BJ5293'STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF INTERSTATE 10, IN
 BJ5293'JEFFERSON PARISH, AT THE CONFLUENCE OF DUNCAN CANAL INTO LAKE
 BJ5293'PONCHATRAIN.  OWNERSHIP---EAST JEFERSON LEVEE DISTRICT.
 BJ5293'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND WILLIAMS
 BJ5293'BLVD IN KENNER, GO WEST FOR 1.6 MI (2.6 KM) ON I-10 TO LOYOLA DR
 BJ5293'EXIT.  TAKE LOYOLA EXIT, TURN LEFT AND GO SOUTH FOR 0.1 MI (0.2 KM)
 BJ5293'ON LOYOLA DR TO VETERANS MEMORIAL DR.  TURN RIGHT AND GO WEST FOR 0.9
 BJ5293'MI (1.4 KM) ON VETERANS MEMORIAL BLVD TO A -T- ROAD AT THE LEVEE.
 BJ5293'TURN RIGHT AND GO NORTH FOR 0.5 MI (0.8 KM) ON THE LEVEE ROAD TO A
 BJ5293'GATE AT A PUMPING STATION.  GO THROUGH THE PUMPING STATION GATE AND
 BJ5293'CONTINUE NORTH ON THE LEVEE ROAD FOR 2.6 MI (4.2 KM) TO CURVE IN THE
 BJ5293'LEVEE AND THE STATION ON RIGHT.
 BJ5293'THE STATION IS STANDARD NGS DISK STAMPED ---NW CORNER JPE 1987---, SET
 BJ5293'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED
 BJ5293'2 CM BELOW THE GROUND 28.7 M (94.2 FT) SE FROM THE NORTH END OF A
 BJ5293'METAL WALL ON TOP OF THE LEVEE, 20 M (65.6 FT) EAST FROM A LEVEE
 BJ5293'WALL, 18.2 M (59.7 FT) NNW FROM A METAL UTILITY POLE AT A PICKET
 BJ5293'FENCE CORNER, 10.2 M (33.5 FT) EAST FROM THE CENTER OF THE LEVEE
 BJ5293'ROAD, AND 0.4 M (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 BJ5293
 BJ5293                          STATION RECOVERY (2006)
 BJ5293
 BJ5293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ5293'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5294 ***********************************************************************
 BJ5294  DESIGNATION -  NW CORNER AZ MK
 BJ5294  PID         -  BJ5294
 BJ5294  STATE/COUNTY-  LA/JEFFERSON
 BJ5294  USGS QUAD   -  LA BRANCHE (1992)
 BJ5294
 BJ5294                         *CURRENT SURVEY CONTROL
 BJ5294  ___________________________________________________________________
 BJ5294* NAD 83(1992)-  30 02 55.85403(N)    090 16 35.49695(W)     ADJUSTED  
 BJ5294* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 BJ5294  **This station is located in a subsidence area (see below).
 BJ5294  ___________________________________________________________________
 BJ5294  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ5294  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BJ5294
 BJ5294  HORZ ORDER  -  SECOND
 BJ5294
 BJ5294.The horizontal coordinates were established by classical geodetic methods
 BJ5294.and adjusted by the National Geodetic Survey in January 1993..
 BJ5294.No horizontal observational check was made to the station.
 BJ5294
 BJ5294 ** The orthometric height has not been validated since last determined
 BJ5294 ** by differential leveling and should not be used for control purposes.
 BJ5294 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5294 ** area with valid NAVD 88 orthometric heights.
 BJ5294 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5294 ** epoch indicated which incorporates improved geoid heights for the
 BJ5294 ** Southern Louisiana Subsidence area.
 BJ5294 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5294
 BJ5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5294
 BJ5294.The geoid height was determined by GEOID03.
 BJ5294
 BJ5294;                    North         East     Units Scale Factor Converg.
 BJ5294;SPC LA S     -   172,150.923 1,101,908.366   MT  0.99992609   +0 31 42.3
 BJ5294;SPC LA S     -   564,798.49  3,615,177.70   sFT  0.99992609   +0 31 42.3
 BJ5294;UTM  15      - 3,327,324.761   762,593.590   MT  1.00045083   +1 21 52.3
 BJ5294
 BJ5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5294!SPC LA S     -   1.00000402  x   0.99992609  =   0.99993011
 BJ5294!UTM  15      -   1.00000402  x   1.00045083  =   1.00045485
 BJ5294
 BJ5294                          SUPERSEDED SURVEY CONTROL
 BJ5294
 BJ5294  NAD 83(1986)-  30 02 55.87059(N)    090 16 35.49587(W) AD(       ) 2
 BJ5294  NAD 27      -  30 02 55.14533(N)    090 16 35.21693(W) AD(       ) 2
 BJ5294  NGVD 29 (05/20/88)    0.7    (m)            2.     (f) VERT ANG       
 BJ5294
 BJ5294.Superseded values are not recommended for survey control.
 BJ5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5294.See file dsdata.txt to determine how the superseded data were derived.
 BJ5294
 BJ5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6259427325(NAD 83)
 BJ5294_MARKER: DZ = AZIMUTH MARK DISK
 BJ5294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5294_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ5294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5294+STABILITY: SURFACE MOTION
 BJ5294
 BJ5294  HISTORY     - Date     Condition        Report By
 BJ5294  HISTORY     - 1987     MONUMENTED       LADTD
 BJ5294
 BJ5294                          STATION DESCRIPTION
 BJ5294
 BJ5294'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BJ5294'THE STATION IS LOCATED AT THE EXTREME NORTHWEST CORNER OF JEFFERSON
 BJ5294'PARISH, AT THE CONFLUENCE OF DUNCAN CANAL INTO LAKE PONCHATRAIN, ON
 BJ5294'THE INSIDE OF THE LEVEE CURVE WHERE A ROAD CROSSES THE LEVEE.
 BJ5294'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICT, C/O BILL MIDDLETON,
 BJ5294'DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA. 70123. PHONE
 BJ5294'504-733-0087.
 BJ5294'
 BJ5294'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5294'WILLAIMS BOULEVARD IN KENNER, GO WEST FOR 2.6 KM (1.6 MI) ON
 BJ5294'INTERSTATE 10 TO THE LOYOLA DRIVE EXIT.  TAKE THE LOYOLA DRIVE EXIT
 BJ5294'TO LOYOLA DRIVE.
 BJ5294'TURN LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON LOYOLA DRIVE TO A
 BJ5294'CROSSROAD.
 BJ5294'TURN RIGHT AND GO WEST FOR 1.6 KM (0.9 MI) ON VETERNS MEMORIAL
 BJ5294'BOULEVARD TO A T-ROAD AT THE LEVEE.
 BJ5294'TURN RIGHT AND GO NORTH FOR 0.78 KM (0.5 MI) ON LEVEE ROAD TO A
 BJ5294'GATE AT A PUMPING STATION.
 BJ5294'GO THROUGH THE PUMPING STATION AND FOLLOW THE LEVEE FOR 4.07 KM
 BJ5294'(2.55 MI) TO A CURVE IN THE LEVEE.  BEAR RIGHT (EAST) FOR 0.3 KM
 BJ5294'(0.2 MI) TO A CURVE IN THE LEVEE AND THE MARK ON THE RIGHT.
 BJ5294'
 BJ5294'THE STATION IS A STANDARD NGS DISK
 BJ5294'STAMPED---NW CORNER JPE 1987---,
 BJ5294'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5294'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 BJ5294'61.3 METERS (201.1 FT) EAST FROM THE NORTHWEST CORNER OF A WOOD AND
 BJ5294'IRON PICKET FENCE,
 BJ5294'53.9 METERS (176.8 FT) NORTHWEST FROM A UTILITY POLE AND
 BJ5294'TRANSFORMER,
 BJ5294'32.6 METERS (107 FT) SOUTH FROM THE LEVEE CREST,
 BJ5294'22.9 METERS (75.1 FT) NORTH FROM A LONE METAL UTILITY POLE AT FOOT
 BJ5294'OF THE LEVEE,
 BJ5294'0.5 METERS (1.6 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2806 ***********************************************************************
 BJ2806  DESIGNATION -  O 108
 BJ2806  PID         -  BJ2806
 BJ2806  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2806  USGS QUAD   -  INNIS (1994)
 BJ2806
 BJ2806                         *CURRENT SURVEY CONTROL
 BJ2806  ___________________________________________________________________
 BJ2806* NAD 83(1986)-  30 58 40.     (N)    091 40 31.     (W)     SCALED    
 BJ2806* NAVD 88     -        14.14   (+/-2cm)      46.4    (feet)  VERTCON   
 BJ2806  ___________________________________________________________________
 BJ2806  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ2806
 BJ2806  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2806
 BJ2806.The horizontal coordinates were scaled from a topographic map and have
 BJ2806.an estimated accuracy of +/- 6 seconds.
 BJ2806
 BJ2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2806.The vertical order pertains to the NGVD 29 superseded value.
 BJ2806
 BJ2806.The geoid height was determined by GEOID03.
 BJ2806
 BJ2806;                    North         East    Units  Estimated Accuracy
 BJ2806;SPC LA S     -   274,710.      967,330.      MT  (+/- 180 meters Scaled)
 BJ2806
 BJ2806                          SUPERSEDED SURVEY CONTROL
 BJ2806
 BJ2806  NGVD 29 (??/??/??)   14.117  (m)           46.32   (f) ADJUSTED    1 2
 BJ2806
 BJ2806.Superseded values are not recommended for survey control.
 BJ2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2806.See file dsdata.txt to determine how the superseded data were derived.
 BJ2806
 BJ2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ265278(NAD 83)
 BJ2806_MARKER: DB = BENCH MARK DISK
 BJ2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2806_STAMPING: O 108 1938
 BJ2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2806+STABILITY: SURFACE MOTION
 BJ2806
 BJ2806  HISTORY     - Date     Condition        Report By
 BJ2806  HISTORY     - 1938     MONUMENTED       CGS
 BJ2806  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2806
 BJ2806                          STATION DESCRIPTION
 BJ2806
 BJ2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BJ2806'1.0 MI SE FROM TORRAS.
 BJ2806'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 49 FROM TORRAS, POINTE COUPEE
 BJ2806'PARISH, ON THE WEST BANK OF MISSISSIPPI RIVER, 40 FEET LANDSIDE OF THE
 BJ2806'TOE OF THE LEVEE, 24 FEET LANDSIDE OF THE CENTERLINE OF THE HIGHWAY,
 BJ2806'10 FEET UPSTREAM FROM A GATE TO A FIELD, AND 3 FEET LANDSIDE OF A
 BJ2806'FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 BJ2806
 BJ2806                          STATION RECOVERY (1964)
 BJ2806
 BJ2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2965 ***********************************************************************
 AU2965  DESIGNATION -  OAK
 AU2965  PID         -  AU2965
 AU2965  STATE/COUNTY-  LA/LAFOURCHE
 AU2965  USGS QUAD   -  LEEVILLE (1994)
 AU2965
 AU2965                         *CURRENT SURVEY CONTROL
 AU2965  ___________________________________________________________________
 AU2965* NAD 83(1992)-  29 09 31.38025(N)    090 10 47.35475(W)     ADJUSTED  
 AU2965* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2965  **This station is located in a subsidence area (see below).
 AU2965  ___________________________________________________________________
 AU2965  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AU2965  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AU2965
 AU2965  HORZ ORDER  -  SECOND
 AU2965
 AU2965.The horizontal coordinates were established by classical geodetic methods
 AU2965.and adjusted by the National Geodetic Survey in January 1993..
 AU2965
 AU2965 ** The orthometric height has not been validated since last determined
 AU2965 ** by differential leveling and should not be used for control purposes.
 AU2965 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2965 ** area with valid NAVD 88 orthometric heights.
 AU2965 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2965 ** epoch indicated which incorporates improved geoid heights for the
 AU2965 ** Southern Louisiana Subsidence area.
 AU2965 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2965.The orthometric height was scaled from a topographic map.
 AU2965
 AU2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2965
 AU2965.The geoid height was determined by GEOID03.
 AU2965
 AU2965;                    North         East     Units Scale Factor Converg.
 AU2965;SPC LA S     -    73,582.498 1,112,226.671   MT  1.00003291   +0 34 36.4
 AU2965;SPC LA S     -   241,411.91  3,649,030.34   sFT  1.00003291   +0 34 36.4
 AU2965;UTM  15      - 3,228,861.408   774,323.192   MT  1.00052872   +1 22 29.8
 AU2965
 AU2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2965!SPC LA S     -   1.00000375  x   1.00003291  =   1.00003666
 AU2965!UTM  15      -   1.00000375  x   1.00052872  =   1.00053248
 AU2965
 AU2965:                Primary Azimuth Mark                     Grid Az
 AU2965:SPC LA S     -  HONORE                                   048 29 02.3
 AU2965:UTM  15      -  HONORE                                   047 41 08.9
 AU2965
 AU2965|---------------------------------------------------------------------|
 AU2965| PID    Reference Object                     Distance      Geod. Az  |
 AU2965|                                                           dddmmss.s |
 AU2965| AU2946 HONORE                              APPROX.12.3 KM 0490338.7 |
 AU2965| DD7497 OAK RM 1                              7.420 METERS 10157     |
 AU2965| DD7498 OAK RM 2                             11.080 METERS 27402     |
 AU2965|---------------------------------------------------------------------|
 AU2965
 AU2965                          SUPERSEDED SURVEY CONTROL
 AU2965
 AU2965  NAD 83(1986)-  29 09 31.39563(N)    090 10 47.36634(W) AD(       ) 2
 AU2965  NAD 27      -  29 09 30.57600(N)    090 10 47.08800(W) AD(       ) 2
 AU2965
 AU2965.Superseded values are not recommended for survey control.
 AU2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2965.See file dsdata.txt to determine how the superseded data were derived.
 AU2965
 AU2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7432328861(NAD 83)
 AU2965_MARKER: DS = TRIANGULATION STATION DISK
 AU2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2965
 AU2965  HISTORY     - Date     Condition        Report By
 AU2965  HISTORY     - 1928     MONUMENTED       CGS
 AU2965  HISTORY     - 1933     MARK NOT FOUND   CGS
 AU2965  HISTORY     - 1940     MARK NOT FOUND   SHELL
 AU2965  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AU2965
 AU2965                          STATION DESCRIPTION
 AU2965
 AU2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2965'STATION IS AT THE HEAD OF BAYOU MOREAU, IN SOLID GROUND IN A
 AU2965'STRIP OF OAK TREES ON THE E SIDE OF THE BAYOU, APPROXIMATELY
 AU2965'150 YARDS N OF THE SOUTHERN END OF THE STRIP OF TREES AND
 AU2965'ABOUT 1/2 MILE S OF A TRAPPERS CABIN IN THE NEXT STRIP OF
 AU2965'TREES TO THE N.
 AU2965
 AU2965                          STATION RECOVERY (1933)
 AU2965
 AU2965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AU2965'IN 1933 IT WAS REPORTED THAT THE STATION MARK, A STANDARD
 AU2965'BRONZE DISK SET IN CONCRETE HAD BEEN
 AU2965'LOST WHEN A SHELL ROAD RUNNING BETWEEN LEESVILLE AND GRAND
 AU2965'ISLE WAS BUILT OVER ITS LOCATION.
 AU2965'
 AU2965'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2965'IS 7.42 METERS (24.3 FEET) FROM THE
 AU2965'STATION S 78 DEG 03 MIN E.  IN 1933 IT WAS REPORTED
 AU2965'AS BEING BETWEEN A LARGE DITCH AND THE ROAD, ON THE N SIDE
 AU2965'AND SEVERAL FEET BELOW THE LEVEL OF THE ROAD, AND JUST W
 AU2965'OF WHERE THE ROAD BENDS TO THE EASTWARD.
 AU2965'
 AU2965'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN
 AU2965'CONCRETE WAS REPORTED AS HAVING BEEN
 AU2965'LOST IN THE SAME MANNER AS THE STATION MARK.
 AU2965
 AU2965                          STATION RECOVERY (1940)
 AU2965
 AU2965'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2965'STATION IS LOST.  THE STATION AND REFERENCE MARK NO. 2 WERE
 AU2965'BOTH DESTROYED WHEN STATE HIGHWAY 620 WAS BUILT FROM LEESVILLE
 AU2965'TO GRAND ISLE.
 AU2965'
 AU2965'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION, AND IS
 AU2965'LOCATED ON THE N SIDE OF STATE HIGHWAY 620, BETWEEN THE
 AU2965'HIGHWAY AND A BARROW PIT, JUST NW OF POINT WHERE THE HIGHWAY
 AU2965'BENDS EASTWARD, APPROXIMATELY HALFWAY BETWEEN GRAND ISLE
 AU2965'AND LEESVILLE.
 AU2965
 AU2965                          STATION RECOVERY (1952)
 AU2965
 AU2965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2965'STATION AND REFERENCE MARK 2 ARE DESTROYED AS REPORTED IN THE
 AU2965'1940 RECOVERY NOTE OF THE SHELL OIL CO.  REFERENCE MARK 1 WAS NOT
 AU2965'RECOVERED AFTER THOROUGH SEARCHES BY DIFFERENT TWO-MAN PARTIES
 AU2965'ON DIFFERENT DATES.  LOCAL INFORMATION INDICATES THAT THIS
 AU2965'MARK WAS PROBABLY DESTROYED IN 1950-51 WHEN CONCRETE PAVEMENT
 AU2965'WAS POURED, AND SHOULDERS OF THE HIGHWAY WERE REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6525 ***********************************************************************
 AH6525  DESIGNATION -  OAK
 AH6525  PID         -  AH6525
 AH6525  STATE/COUNTY-  LA/TERREBONNE
 AH6525  USGS QUAD   -  GIBSON (1980)
 AH6525
 AH6525                         *CURRENT SURVEY CONTROL
 AH6525  ___________________________________________________________________
 AH6525* NAD 83(1992)-  29 37 58.45963(N)    090 56 21.97735(W)     ADJUSTED  
 AH6525* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6525  **This station is located in a subsidence area (see below).
 AH6525  ___________________________________________________________________
 AH6525  X           -     -90,970.217 (meters)                     COMP
 AH6525  Y           -  -5,547,722.763 (meters)                     COMP
 AH6525  Z           -   3,135,056.299 (meters)                     COMP
 AH6525  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AH6525  ELLIP HEIGHT-         -24.32  (meters)          (02/21/02) GPS OBS
 AH6525  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6525
 AH6525  HORZ ORDER  -  FIRST
 AH6525  ELLP ORDER  -  FIFTH     CLASS I
 AH6525
 AH6525.The horizontal coordinates were established by GPS observations
 AH6525.and adjusted by the National Geodetic Survey in December 1998..
 AH6525
 AH6525 ** The orthometric height has not been validated since last determined
 AH6525 ** by differential leveling and should not be used for control purposes.
 AH6525 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6525 ** area with valid NAVD 88 orthometric heights.
 AH6525 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6525 ** epoch indicated which incorporates improved geoid heights for the
 AH6525 ** Southern Louisiana Subsidence area.
 AH6525 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6525.The orthometric height was determined by GPS observations and a
 AH6525.high-resolution geoid model.
 AH6525
 AH6525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6525
 AH6525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6525
 AH6525.The ellipsoidal height was determined by GPS observations
 AH6525.and is referenced to NAD 83.
 AH6525
 AH6525.The geoid height was determined by GEOID03.
 AH6525
 AH6525;                    North         East     Units Scale Factor Converg.
 AH6525;SPC LA S     -   125,642.518 1,038,142.452   MT  0.99994623   +0 11 49.0
 AH6525;SPC LA S     -   412,212.16  3,405,972.36   sFT  0.99994623   +0 11 49.0
 AH6525;UTM  15      - 3,279,883.537   699,485.922   MT  1.00009103   +1 01 09.0
 AH6525
 AH6525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6525!SPC LA S     -   1.00000382  x   0.99994623  =   0.99995005
 AH6525!UTM  15      -   1.00000382  x   1.00009103  =   1.00009485
 AH6525
 AH6525                          SUPERSEDED SURVEY CONTROL
 AH6525
 AH6525  ELLIP H (12/17/98)  -24.32   (m)                       GP(       ) 4 2
 AH6525
 AH6525.Superseded values are not recommended for survey control.
 AH6525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6525.See file dsdata.txt to determine how the superseded data were derived.
 AH6525
 AH6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9948679884(NAD 83)
 AH6525_MARKER: I = METAL ROD
 AH6525_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6525_STAMPING: OAK
 AH6525_MARK LOGO: LA-109
 AH6525_PROJECTION: RECESSED 10 CENTIMETERS
 AH6525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6525+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6525_ROD/PIPE-DEPTH: 18.3 meters
 AH6525_SLEEVE-DEPTH  :  0.9 meters
 AH6525
 AH6525  HISTORY     - Date     Condition        Report By
 AH6525  HISTORY     - 1995     MONUMENTED       MPHI
 AH6525
 AH6525                          STATION DESCRIPTION
 AH6525
 AH6525'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6525'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6525'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TURN RIGHT ON HWY 90
 AH6525'AND TRAVEL WEST ON FOR 17.20 MI (27.68 KM) TO THE STATION ON THE LEFT.
 AH6525'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE
 AH6525'STATION IS 24.80 FT (7.56 M) SOUTHWEST OF THE CENTERLINE OF HWY 90,
 AH6525'31.20 FT (9.51 M) NORTHEAST OF THE FIRE HYDRANT, 95.0 FT (29.0 M)
 AH6525'NORTHWEST OF THE 36 INCH OAK TREE, AND 20.0 FT (6.1 M) SOUTHEAST OF
 AH6525'THE CENTERLINE OF DRIVEWAY (5361).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2589 ***********************************************************************
 AU2589  DESIGNATION -  OAK 1933
 AU2589  PID         -  AU2589
 AU2589  STATE/COUNTY-  LA/ST MARY
 AU2589  USGS QUAD   -  CYPREMORT POINT (1994)
 AU2589
 AU2589                         *CURRENT SURVEY CONTROL
 AU2589  ___________________________________________________________________
 AU2589* NAD 83(1992)-  29 42 37.22074(N)    091 52 54.19214(W)     ADJUSTED  
 AU2589* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2589  **This station is located in a subsidence area (see below).
 AU2589  ___________________________________________________________________
 AU2589  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2589  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU2589
 AU2589  HORZ ORDER  -  THIRD
 AU2589
 AU2589.The horizontal coordinates were established by classical geodetic methods
 AU2589.and adjusted by the National Geodetic Survey in January 1993..
 AU2589
 AU2589 ** The orthometric height has not been validated since last determined
 AU2589 ** by differential leveling and should not be used for control purposes.
 AU2589 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2589 ** area with valid NAVD 88 orthometric heights.
 AU2589 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2589 ** epoch indicated which incorporates improved geoid heights for the
 AU2589 ** Southern Louisiana Subsidence area.
 AU2589 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2589.The orthometric height was scaled from a topographic map.
 AU2589
 AU2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2589
 AU2589.The geoid height was determined by GEOID03.
 AU2589
 AU2589;                    North         East     Units Scale Factor Converg.
 AU2589;SPC LA S     -   134,286.714   946,938.685   MT  0.99993852   -0 16 27.1
 AU2589;SPC LA S     -   440,572.33  3,106,748.00   sFT  0.99993852   -0 16 27.1
 AU2589;UTM  15      - 3,287,212.507   608,170.882   MT  0.99974437   +0 33 15.4
 AU2589
 AU2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2589!SPC LA S     -   1.00000408  x   0.99993852  =   0.99994260
 AU2589!UTM  15      -   1.00000408  x   0.99974437  =   0.99974845
 AU2589
 AU2589                          SUPERSEDED SURVEY CONTROL
 AU2589
 AU2589  NAD 83(1986)-  29 42 37.24212(N)    091 52 54.18545(W) AD(       ) 3
 AU2589  NAD 27      -  29 42 36.48000(N)    091 52 53.75000(W) AD(       ) 3
 AU2589
 AU2589.Superseded values are not recommended for survey control.
 AU2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2589.See file dsdata.txt to determine how the superseded data were derived.
 AU2589
 AU2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0817187213(NAD 83)
 AU2589_MARKER: DS = TRIANGULATION STATION DISK
 AU2589_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2589_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2589
 AU2589  HISTORY     - Date     Condition        Report By
 AU2589  HISTORY     - 1933     MONUMENTED       CGS
 AU2589  HISTORY     - 1945     GOOD             ATRECO
 AU2589  HISTORY     - 1947     GOOD             CGS
 AU2589  HISTORY     - 1948     GOOD             CGS
 AU2589  HISTORY     - 1955     MARK NOT FOUND   CGS
 AU2589
 AU2589                          STATION DESCRIPTION
 AU2589
 AU2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2589'STATION IS IN FIRM GROUND ON A RECEDING SHORE LINE ON SHELL
 AU2589'POINT, ON THE E COAST OF VERMILION BAY, 110 METERS (360 FEET)
 AU2589'FROM THE POINT, 40 METERS (130 FEET) FROM THE BEACH TO THE S,
 AU2589'AND 30 METERS (100 FEET) FROM THE BEACH TO THE N.
 AU2589'
 AU2589'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2589'AT THE TOP OF THE CENTER OF A TILE WHICH IS FASTENED BY MEANS
 AU2589'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2589'INTO THE MARSH.
 AU2589'
 AU2589'TWO REFERENCE MARKS ARE STANDARD BRONZE REFERENCE DISKS SET
 AU2589'IN A SQUARE BLOCK OR POST OF CONCRETE WERE ESTABLISHED BUT
 AU2589'NO DISTANCES WERE MEASURED.
 AU2589
 AU2589                          STATION RECOVERY (1945)
 AU2589
 AU2589'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1945 (LSW)
 AU2589'SHORELINE HAS RECEDED.  STATION IS INTACT.  IT IS MARKED
 AU2589'BY A BRONZE CAP ON IRON PIPE, ABOUT 6 INCHES ABOVE MARSH,
 AU2589'APPROXIMATELY 44 FEET FROM W SHORE, APPROXIMATELY 47 FEET
 AU2589'FROM E SHORE.
 AU2589'
 AU2589'REFERENCE MARK 1 IS AT EDGE OF WATER.  IT IS A BRONZE CAP
 AU2589'IN A CONCRETE POST, ABOUT 18 INCHES ABOVE WATER AT MEAN LOW
 AU2589'TIDE, EASILY SEEN FROM BOAT, IS 47 FEET FROM STATION.
 AU2589'
 AU2589'NO OTHER REFERENCE MARKS WERE FOUND.
 AU2589
 AU2589                          STATION RECOVERY (1947)
 AU2589
 AU2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2589'STATION RECOVERED IN GOOD CONDITION.  THE SHORELINE HAS RECEDED
 AU2589'SO THAT THE STATION IS NOW ABOUT 20 FEET FROM MEAN HIGH WATER
 AU2589'ON THE N SIDE OF THE POINT, ABOUT 15 FEET FROM MEAN HIGH
 AU2589'WATER ON THE S SIDE OF THE POINT, AND ABOUT 200 FEET FROM THE
 AU2589'END OF THE POINT.  THE STATION WAS FOUND BURIED 6 INCHES
 AU2589'UNDER SHELL THAT HAS WASHED UP.
 AU2589'
 AU2589'REFERENCE MARK 1 RECOVERED ABOUT 3 METERS OUTSIDE THE MEAN
 AU2589'HIGH-WATER LINE TO THE S OF THE STATION.  IT IS FIRM, BUT
 AU2589'PROJECTS ABOUT 2 FEET AND IT IS DOUBTFUL IF IT WILL LAST MORE
 AU2589'THAN ONE YEAR.
 AU2589
 AU2589                          STATION RECOVERY (1948)
 AU2589
 AU2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2589'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND
 AU2589'2 RECOVERED IN POOR CONDITION.  TWO NEW REFERENCE MARKS
 AU2589'WERE ESTABLISHED.  NEW DESCRIPTION FOLLOWS--
 AU2589'
 AU2589'THE STATION IS LOCATED ON THE E SHORE OF VERMILION BAY, 8
 AU2589'MILES SW OF CYPREMORT PLANTATION, ON CYPREMORT POINT.  THE
 AU2589'SHORELINE HAS RECEDED UNTIL THE POINT AT THE STATION SITE
 AU2589'IS ONLY 40 FEET WIDE AND THE STATION IS IN THE APPROXIMATE
 AU2589'CENTER OF THE POINT AND 200 FEET E OF THE W END OF THE POINT.
 AU2589'
 AU2589'THE STATION IS MARKED BY A BRONZE DISK SET IN CONCRETE AT
 AU2589'THE TOP OF THE CENTER OF A TILE, WHICH IS FASTENED BY MEANS
 AU2589'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2589'INTO THE MARSH.  MARK IS STAMPED OAK 1933 AND IS BURIED BY
 AU2589'ABOUT 2 FEET OF SHELL.
 AU2589'
 AU2589'THE STATION CAN BEST BE REACHED BY BOAT, HOWEVER, TO REACH
 AU2589'BY TRUCK, FOLLOW STATE HIGHWAY 908 SW FROM CYPREMORT PLANTATION
 AU2589'FOR 8 MILES TO END OF SHELL HIGHWAY AND THEN WALK ABOUT 1,000
 AU2589'FEET TO STATION SITE.
 AU2589'
 AU2589'REFERENCE MARK 1, A BRONZE DISK STAMPED OAK 1933 NO. 2 AND
 AU2589'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, IS OUT IN
 AU2589'THE WATER SOUTH OF THE STATION AND WILL PROBABLY BE DESTROYED
 AU2589'SOON.  THE MONUMENT PROJECTS 2 FEET.
 AU2589'
 AU2589'REFERENCE MARK 2, A BRONZE DISK STAMPED OAK 1933 NO. 2 AND
 AU2589'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, IS AT THE
 AU2589'WATERS EDGE E OF THE STATION.  THE MONUMENT PROJECTS 12 INCHES.
 AU2589'
 AU2589'REFERENCE MARK 3 (1948) IS A BRONZE REFERENCE DISK SET IN
 AU2589'CONCRETE AND STAMPED OAK 1933 NO. 3.  IT IS IN THE CENTER
 AU2589'OF THE POINT W OF THE STATION.  THE MARK PROJECTS 6 INCHES.
 AU2589'
 AU2589'REFERENCE MARK 4 (1948) IS BRONZE REFERENCE DISK SET IN CONCRETE
 AU2589'AND STAMPED OAK 1933 NO. 4.  IT IS IN THE CENTER OF THE POINT
 AU2589'AND E OF THE STATION.  THE MARK PROJECTS 4 INCHES.
 AU2589
 AU2589                          STATION RECOVERY (1955)
 AU2589
 AU2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2589'STATION IS LOST.  SITE OF STATION WAS SHOWN BY A LOCAL RESIDENT
 AU2589'FAMILIAR WITH THE STATION.  IT IS APPROXIMATELY 150 FT. OFF
 AU2589'THE TOP OF CYPREMORT POINT AND COVERED BY 4 FT. OF WATER.
 AU2589'MONUMENT WAS PROBED FOR WITHOUT SUCCESS.  RESIDENT COULD
 AU2589'NOT RECALL HAVING SEEN THE REFERENCE MARKS WHICH ARE NO DOUBT
 AU2589'ALSO LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2913 ***********************************************************************
 CP2913  DESIGNATION -  OAK GROVE MID VALLEY PLINE MST
 CP2913  PID         -  CP2913
 CP2913  STATE/COUNTY-  LA/WEST CARROLL
 CP2913  USGS QUAD   -  FISKE (1988)
 CP2913
 CP2913                         *CURRENT SURVEY CONTROL
 CP2913  ___________________________________________________________________
 CP2913* NAD 83(1992)-  32 53 40.42037(N)    091 29 16.15643(W)     ADJUSTED  
 CP2913* NAVD 88     -                                                        
 CP2913  ___________________________________________________________________
 CP2913  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CP2913  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2913
 CP2913  HORZ ORDER  -  THIRD
 CP2913
 CP2913.The horizontal coordinates were established by classical geodetic methods
 CP2913.and adjusted by the National Geodetic Survey in September 1999..
 CP2913
 CP2913
 CP2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2913
 CP2913.The geoid height was determined by GEOID03.
 CP2913
 CP2913;                    North         East     Units Scale Factor Converg.
 CP2913;SPC LA N     -   265,953.565 1,094,708.007   MT  1.00005991   +0 32 06.5
 CP2913;SPC LA N     -   872,549.32  3,591,554.52   sFT  1.00005991   +0 32 06.5
 CP2913;UTM  15      - 3,640,611.878   641,436.010   MT  0.99984666   +0 49 17.0
 CP2913
 CP2913                          SUPERSEDED SURVEY CONTROL
 CP2913
 CP2913  NAD 83(1992)-  32 53 40.42104(N)    091 29 16.15521(W) AD(       ) 4
 CP2913  NAD 83(1992)-  32 53 40.42100(N)    091 29 16.15487(W) AD(       ) 4
 CP2913  NAD 83(1986)-  32 53 40.43353(N)    091 29 16.14917(W) AD(       ) 4
 CP2913  NAD 27      -  32 53 39.97062(N)    091 29 15.72317(W) AD(       ) 3
 CP2913
 CP2913.Superseded values are not recommended for survey control.
 CP2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2913.See file dsdata.txt to determine how the superseded data were derived.
 CP2913
 CP2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4143640612(NAD 83)
 CP2913
 CP2913  HISTORY     - Date     Condition        Report By
 CP2913  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2913
 CP2913                          STATION DESCRIPTION
 CP2913
 CP2913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2913'MIDVALLEY PIPELINE COMPANY MAST IS LOCATED ABOUT 6 MILES
 CP2913'WEST-NORTHWEST OF OAK GROVE AND ON THE NORTH SIDE OF STATE
 CP2913'HIGHWAY 585.
 CP2913'
 CP2913'TWO STEEL MASTS, 250 FEET IN HEIGHT, PAINTED RED-WHITE
 CP2913'ALTERNATE SECTIONS, CONNECTED BY STEEL CROSS SECTIONS.
 CP2913'
 CP2913'POINT INTERSECTED, WAS TOP CENTER OF THE TWO MASTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2895 ***********************************************************************
 CP2895  DESIGNATION -  OAK GROVE MUN TANK NEW
 CP2895  PID         -  CP2895
 CP2895  STATE/COUNTY-  LA/WEST CARROLL
 CP2895  USGS QUAD   -  OAK GROVE (1988)
 CP2895
 CP2895                         *CURRENT SURVEY CONTROL
 CP2895  ___________________________________________________________________
 CP2895* NAD 83(1992)-  32 51 45.03467(N)    091 23 32.81198(W)     ADJUSTED  
 CP2895* NAVD 88     -                                                        
 CP2895  ___________________________________________________________________
 CP2895  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CP2895  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2895
 CP2895  HORZ ORDER  -  THIRD
 CP2895
 CP2895.The horizontal coordinates were established by classical geodetic methods
 CP2895.and adjusted by the National Geodetic Survey in May 1994..
 CP2895
 CP2895
 CP2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2895
 CP2895.The geoid height was determined by GEOID03.
 CP2895
 CP2895;                    North         East     Units Scale Factor Converg.
 CP2895;SPC LA N     -   262,486.236 1,103,667.986   MT  1.00005052   +0 35 08.0
 CP2895;SPC LA N     -   861,173.59  3,620,950.72   sFT  1.00005052   +0 35 08.0
 CP2895;UTM  15      - 3,637,190.067   650,411.492   MT  0.99987896   +0 52 20.9
 CP2895
 CP2895                          SUPERSEDED SURVEY CONTROL
 CP2895
 CP2895  NAD 83(1992)-  32 51 45.03487(N)    091 23 32.81065(W) AD(       ) 4
 CP2895  NAD 83(1986)-  32 51 45.04731(N)    091 23 32.80506(W) AD(       ) 4
 CP2895  NAD 27      -  32 51 44.58316(N)    091 23 32.38774(W) AD(       ) 3
 CP2895
 CP2895.Superseded values are not recommended for survey control.
 CP2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2895.See file dsdata.txt to determine how the superseded data were derived.
 CP2895
 CP2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5041137190(NAD 83)
 CP2895_MARKER: 51 = TANK
 CP2895
 CP2895  HISTORY     - Date     Condition        Report By
 CP2895  HISTORY     - 1976     FIRST OBSERVED   LADTD
 CP2895
 CP2895                          STATION DESCRIPTION
 CP2895
 CP2895'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2890 ***********************************************************************
 CP2890  DESIGNATION -  OAK GROVE MUNICIPAL TANK
 CP2890  PID         -  CP2890
 CP2890  STATE/COUNTY-  LA/WEST CARROLL
 CP2890  USGS QUAD   -  OAK GROVE (1988)
 CP2890
 CP2890                         *CURRENT SURVEY CONTROL
 CP2890  ___________________________________________________________________
 CP2890* NAD 83(1992)-  32 51 45.77454(N)    091 23 26.85549(W)     ADJUSTED  
 CP2890* NAVD 88     -                                                        
 CP2890  ___________________________________________________________________
 CP2890  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CP2890  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2890
 CP2890  HORZ ORDER  -  THIRD
 CP2890
 CP2890.The horizontal coordinates were established by classical geodetic methods
 CP2890.and adjusted by the National Geodetic Survey in May 1994..
 CP2890
 CP2890
 CP2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2890
 CP2890.The geoid height was determined by GEOID03.
 CP2890
 CP2890;                    North         East     Units Scale Factor Converg.
 CP2890;SPC LA N     -   262,510.612 1,103,822.618   MT  1.00005058   +0 35 11.2
 CP2890;SPC LA N     -   861,253.57  3,621,458.04   sFT  1.00005058   +0 35 11.2
 CP2890;UTM  15      - 3,637,215.213   650,565.973   MT  0.99987953   +0 52 24.1
 CP2890
 CP2890                          SUPERSEDED SURVEY CONTROL
 CP2890
 CP2890  NAD 83(1992)-  32 51 45.77407(N)    091 23 26.85423(W) AD(       ) 4
 CP2890  NAD 83(1986)-  32 51 45.78758(N)    091 23 26.84853(W) AD(       ) 4
 CP2890  NAD 27      -  32 51 45.32372(N)    091 23 26.43218(W) AD(       ) 3
 CP2890
 CP2890.Superseded values are not recommended for survey control.
 CP2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2890.See file dsdata.txt to determine how the superseded data were derived.
 CP2890
 CP2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5056637215(NAD 83)
 CP2890_MARKER: 53 = ELEVATED TANK
 CP2890
 CP2890  HISTORY     - Date     Condition        Report By
 CP2890  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2890
 CP2890                          STATION DESCRIPTION
 CP2890
 CP2890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2890'OAK GROVE MUNICIPAL WATER TANK IS LOCATED IN THE NORTHWEST
 CP2890'SECTION OF TOWN.
 CP2890'
 CP2890'A STEEL TANK, 120 FEET IN HEIGHT, SILVER IN COLOR, SUPPORTED BY
 CP2890'4 STEEL LEGS.
 CP2890'
 CP2890'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2889 ***********************************************************************
 CP2889  DESIGNATION -  OAK GROVE RAD STA KWCL MAST
 CP2889  PID         -  CP2889
 CP2889  STATE/COUNTY-  LA/WEST CARROLL
 CP2889  USGS QUAD   -  BAXTER BAYOU (1988)
 CP2889
 CP2889                         *CURRENT SURVEY CONTROL
 CP2889  ___________________________________________________________________
 CP2889* NAD 83(1992)-  32 51 34.38556(N)    091 21 27.48681(W)     ADJUSTED  
 CP2889* NAVD 88     -                                                        
 CP2889  ___________________________________________________________________
 CP2889  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CP2889  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2889
 CP2889  HORZ ORDER  -  THIRD
 CP2889
 CP2889.The horizontal coordinates were established by classical geodetic methods
 CP2889.and adjusted by the National Geodetic Survey in May 1994..
 CP2889
 CP2889
 CP2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2889
 CP2889.The geoid height was determined by GEOID03.
 CP2889
 CP2889;                    North         East     Units Scale Factor Converg.
 CP2889;SPC LA N     -   262,192.005 1,106,929.814   MT  1.00004967   +0 36 14.3
 CP2889;SPC LA N     -   860,208.27  3,631,652.23   sFT  1.00004967   +0 36 14.3
 CP2889;UTM  15      - 3,636,912.231   653,674.215   MT  0.99989119   +0 53 28.6
 CP2889
 CP2889                          SUPERSEDED SURVEY CONTROL
 CP2889
 CP2889  NAD 83(1992)-  32 51 34.38735(N)    091 21 27.48506(W) AD(       ) 4
 CP2889  NAD 83(1986)-  32 51 34.39837(N)    091 21 27.47989(W) AD(       ) 4
 CP2889  NAD 27      -  32 51 33.93752(N)    091 21 27.06639(W) AD(       ) 3
 CP2889
 CP2889.Superseded values are not recommended for survey control.
 CP2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2889.See file dsdata.txt to determine how the superseded data were derived.
 CP2889
 CP2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5367436912(NAD 83)
 CP2889_MARKER: 42 = RADIO/TV MAST
 CP2889
 CP2889  HISTORY     - Date     Condition        Report By
 CP2889  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2889
 CP2889                          STATION DESCRIPTION
 CP2889
 CP2889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2889'RADIO STATION KWCL IS LOCATED ABOUT 2 MILES EAST OF OAK
 CP2889'GROVE AND ON THE SOUTH SIDE OF STATE HIGHWAY 2.
 CP2889'
 CP2889'A STEEL MAST, 306 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE
 CP2889'SECTIONS WITH A RED LIGHT AT TOP.
 CP2889'
 CP2889'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3315 ***********************************************************************
 AU3315  DESIGNATION -  OAK RIDGE
 AU3315  PID         -  AU3315
 AU3315  STATE/COUNTY-  LA/JEFFERSON
 AU3315  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3315
 AU3315                         *CURRENT SURVEY CONTROL
 AU3315  ___________________________________________________________________
 AU3315* NAD 83(1992)-  29 48 42.09342(N)    090 06 41.46017(W)     ADJUSTED  
 AU3315* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 AU3315  **This station is located in a subsidence area (see below).
 AU3315  ___________________________________________________________________
 AU3315  X           -     -10,780.041 (meters)                     COMP
 AU3315  Y           -  -5,538,632.296 (meters)                     COMP
 AU3315  Z           -   3,152,267.057 (meters)                     COMP
 AU3315  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU3315  ELLIP HEIGHT-         -24.37  (meters)          (09/30/02) GPS OBS
 AU3315  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AU3315
 AU3315  HORZ ORDER  -  FIRST
 AU3315  ELLP ORDER  -  FOURTH    CLASS II
 AU3315
 AU3315.The horizontal coordinates were established by GPS observations
 AU3315.and adjusted by the National Geodetic Survey in January 1993..
 AU3315
 AU3315 ** The orthometric height has not been validated since last determined
 AU3315 ** by differential leveling and should not be used for control purposes.
 AU3315 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3315 ** area with valid NAVD 88 orthometric heights.
 AU3315 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3315 ** epoch indicated which incorporates improved geoid heights for the
 AU3315 ** Southern Louisiana Subsidence area.
 AU3315 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3315
 AU3315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3315
 AU3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3315
 AU3315.The ellipsoidal height was determined by GPS observations
 AU3315.and is referenced to NAD 83.
 AU3315
 AU3315.The geoid height was determined by GEOID03.
 AU3315
 AU3315;                    North         East     Units Scale Factor Converg.
 AU3315;SPC LA S     -   146,023.525 1,118,100.105   MT  0.99993116   +0 36 39.3
 AU3315;SPC LA S     -   479,078.85  3,668,300.09   sFT  0.99993116   +0 36 39.3
 AU3315;UTM  15      - 3,301,420.012   779,172.217   MT  1.00056172   +1 26 13.0
 AU3315
 AU3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3315!SPC LA S     -   1.00000383  x   0.99993116  =   0.99993499
 AU3315!UTM  15      -   1.00000383  x   1.00056172  =   1.00056555
 AU3315
 AU3315                          SUPERSEDED SURVEY CONTROL
 AU3315
 AU3315  ELLIP H (01/21/93)  -24.36   (m)                       GP(       ) 4 2
 AU3315  NAD 83(1986)-  29 48 42.10952(N)    090 06 41.46338(W) AD(       ) 1
 AU3315  NAD 27      -  29 48 41.36112(N)    090 06 41.19464(W) AD(       ) 1
 AU3315  NGVD 29 (05/20/88)    1.6    (m)            5.     (f) GPS OBS        
 AU3315
 AU3315.Superseded values are not recommended for survey control.
 AU3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3315.See file dsdata.txt to determine how the superseded data were derived.
 AU3315
 AU3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7917201420(NAD 83)
 AU3315_MARKER: DS = TRIANGULATION STATION DISK
 AU3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3315_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3315+STABILITY: SURFACE MOTION
 AU3315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3315+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3315
 AU3315  HISTORY     - Date     Condition        Report By
 AU3315  HISTORY     - 1987     MONUMENTED       LADTD
 AU3315
 AU3315                          STATION DESCRIPTION
 AU3315
 AU3315'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3315'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH OF OF MARRERO,
 AU3315'5 KM (3.1 MI) NORTH-NORTHWEST OF CROWN POINT AT THE ENTRANCE TO THE
 AU3315'OAK RIDGE SUBDIVISION.
 AU3315'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3315'
 AU3315'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU3315'HIGHWAY 45 IN MARRERO, GO SOUTH FOR 4.62 KM (2.9 MI) ON HIGHWAY 45
 AU3315'TO STATE HIGHWAY 3134 ON THE LEFT.
 AU3315'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.58 KM (2.2 MI) ON
 AU3315'HIGHWAY 45 TO FIRE STATION 83 ON THE RIGHT.
 AU3315'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.28 KM (1.4 MI) ON
 AU3315'HIGHWAY 45 TO MILL CREEK LANE AND THE STATION IN THE LEFT AT THE
 AU3315'ENTRANCE TO THE OAK RIDGE SUBDIVISION.
 AU3315'
 AU3315'THE STATION IS A STANDARD NGS DISK
 AU3315'STAMPED---OAK RIDGE JPW 1987---,
 AU3315'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3315'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3315'8.7 METERS (28.5 FT) SOUTH-SOUTHWEST FROM A BRICK FENCE POST
 AU3315'SEPERATING A WOOD FENCE FROM A BRICK WALL,
 AU3315'5 METERS (16.4 FT) NORTH-NORTHEAST FROM THE NORTH CURB OF MILL
 AU3315'CREEK LANE, AND
 AU3315'0.4 METERS (1.3 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 AU3315'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3315'STAMPED---OAK RIDGE JPW 1987---,
 AU3315'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3124 ***********************************************************************
 CP3124  DESIGNATION -  OAK RIDGE ATT MICROWAVE KKT 26
 CP3124  PID         -  CP3124
 CP3124  STATE/COUNTY-  LA/MOREHOUSE
 CP3124  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP3124
 CP3124                         *CURRENT SURVEY CONTROL
 CP3124  ___________________________________________________________________
 CP3124* NAD 83(1992)-  32 37 10.74834(N)    091 43 46.98269(W)     ADJUSTED  
 CP3124* NAVD 88     -                                                        
 CP3124  ___________________________________________________________________
 CP3124  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CP3124  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3124
 CP3124  HORZ ORDER  -  THIRD
 CP3124
 CP3124.The horizontal coordinates were established by classical geodetic methods
 CP3124.and adjusted by the National Geodetic Survey in January 1993..
 CP3124
 CP3124
 CP3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3124
 CP3124.The geoid height was determined by GEOID03.
 CP3124
 CP3124;                    North         East     Units Scale Factor Converg.
 CP3124;SPC LA N     -   235,280.063 1,072,291.298   MT  0.99998962   +0 24 26.1
 CP3124;SPC LA N     -   771,914.67  3,518,009.03   sFT  0.99998962   +0 24 26.1
 CP3124;UTM  15      - 3,609,835.067   619,175.153   MT  0.99977513   +0 41 05.4
 CP3124
 CP3124                          SUPERSEDED SURVEY CONTROL
 CP3124
 CP3124  NAD 83(1986)-  32 37 10.75975(N)    091 43 46.97541(W) AD(       ) 4
 CP3124  NAD 27      -  32 37 10.26022(N)    091 43 46.52782(W) AD(       ) 3
 CP3124
 CP3124.Superseded values are not recommended for survey control.
 CP3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3124.See file dsdata.txt to determine how the superseded data were derived.
 CP3124
 CP3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1917509835(NAD 83)
 CP3124
 CP3124  HISTORY     - Date     Condition        Report By
 CP3124  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP3124
 CP3124                          STATION DESCRIPTION
 CP3124
 CP3124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3124'AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE KKT 26 IS
 CP3124'LOCATED ABOUT 2-1/2 MILES EAST OF OAK RIDGE AND ON THE SOUTH SIDE
 CP3124'OF STATE HIGHWAY 134.  IN THE WESTERN SECTION OF SECTION
 CP3124'23.  T 19 N.  R 7 E.
 CP3124'
 CP3124'A 4 LEGGED STEEL STRUCTURE, 288 FEET IN HEIGHT, PAINTED
 CP3124'RED-WHITE ALTERNATE SECTIONS WITH A RED LIGHT AND LARGE VOICE
 CP3124'MIRRORS MOUNTED AT THE TOP.
 CP3124'
 CP3124'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3316 ***********************************************************************
 AU3316  DESIGNATION -  OAK RIDGE AZ MK
 AU3316  PID         -  AU3316
 AU3316  STATE/COUNTY-  LA/JEFFERSON
 AU3316  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3316
 AU3316                         *CURRENT SURVEY CONTROL
 AU3316  ___________________________________________________________________
 AU3316* NAD 83(1992)-  29 48 31.49707(N)    090 06 45.59629(W)     ADJUSTED  
 AU3316* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AU3316  **This station is located in a subsidence area (see below).
 AU3316  ___________________________________________________________________
 AU3316  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU3316  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AU3316
 AU3316  HORZ ORDER  -  SECOND
 AU3316
 AU3316.The horizontal coordinates were established by classical geodetic methods
 AU3316.and adjusted by the National Geodetic Survey in January 1993..
 AU3316.No horizontal observational check was made to the station.
 AU3316
 AU3316 ** The orthometric height has not been validated since last determined
 AU3316 ** by differential leveling and should not be used for control purposes.
 AU3316 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3316 ** area with valid NAVD 88 orthometric heights.
 AU3316 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3316 ** epoch indicated which incorporates improved geoid heights for the
 AU3316 ** Southern Louisiana Subsidence area.
 AU3316 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3316
 AU3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3316
 AU3316.The geoid height was determined by GEOID03.
 AU3316
 AU3316;                    North         East     Units Scale Factor Converg.
 AU3316;SPC LA S     -   145,696.105 1,117,992.530   MT  0.99993133   +0 36 37.3
 AU3316;SPC LA S     -   478,004.64  3,667,947.16   sFT  0.99993133   +0 36 37.3
 AU3316;UTM  15      - 3,301,090.868   779,069.309   MT  1.00056101   +1 26 10.5
 AU3316
 AU3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3316!SPC LA S     -   1.00000385  x   0.99993133  =   0.99993518
 AU3316!UTM  15      -   1.00000385  x   1.00056101  =   1.00056486
 AU3316
 AU3316                          SUPERSEDED SURVEY CONTROL
 AU3316
 AU3316  NAD 83(1986)-  29 48 31.51316(N)    090 06 45.59950(W) AD(       ) 2
 AU3316  NAD 27      -  29 48 30.76441(N)    090 06 45.33066(W) AD(       ) 2
 AU3316  NGVD 29 (05/20/88)    1.2    (m)            4.     (f) VERT ANG       
 AU3316
 AU3316.Superseded values are not recommended for survey control.
 AU3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3316.See file dsdata.txt to determine how the superseded data were derived.
 AU3316
 AU3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7906901091(NAD 83)
 AU3316_MARKER: DZ = AZIMUTH MARK DISK
 AU3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3316_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3316+STABILITY: SURFACE MOTION
 AU3316
 AU3316  HISTORY     - Date     Condition        Report By
 AU3316  HISTORY     - 1987     MONUMENTED       LADTD
 AU3316
 AU3316                          STATION DESCRIPTION
 AU3316
 AU3316'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3316'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH OF MARRERO,
 AU3316'5 KM (3.1 MI) NORTH-NORTHWEST OF CROWN POINT AN STATE HIGHWAY 45
 AU3316'NEAR THE ENTRANCE TO THE OAK RIDGE SUBDIVISION.
 AU3316'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPEMENT
 AU3316'
 AU3316'TO REACH THE STATION FROM U.S. HIGHWAY 90 BUSINESS AND STATE
 AU3316'HIGHWAY 45 IN MARRERO, GO SOUTH FOR 4.62 KM (2.9 MI) ON HIGHWAY 45
 AU3316'TO STATE HIGHWAY 3134 ON THE LEFT.
 AU3316'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.58 KM (2.2 MI) ON
 AU3316'HIGHWAY 45 TO FIRE STATION 83 ON THE RIGHT.
 AU3316'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.62 KM (1.6 MI) ON
 AU3316'HIGHWAY 45 TO THE STATION ON THE RIGHT AT A START OF A CURVE.
 AU3316'
 AU3316'THE STATION IS A STANDARD NGS DISK
 AU3316'STAMPED---OAK RIDGE JPW 1987---,
 AU3316'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3316'30 CM IN DIAMETER RECESSED 9 CM BELOW GROUND.  LOCATED
 AU3316'28 METERS (91.9 FT) SOUTH FROM A DIM WOODS ROAD,
 AU3316'9.3 METERS (30.5 FT) WEST-SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 AU3316'6 METERS (19.7 FT) EAST FROM A WOOD BRACE FOR A UTILITY POLE,
 AU3316'1.7 METERS (5.6 FT) NORTH FROM A UTILITY POLE NUMBERED 170, AND
 AU3316'0.6 METERS (2.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3136 ***********************************************************************
 CP3136  DESIGNATION -  OAK RIDGE LA PWR AND LT KYL 86
 CP3136  PID         -  CP3136
 CP3136  STATE/COUNTY-  LA/MOREHOUSE
 CP3136  USGS QUAD   -  IRWIN LAKE (1982)
 CP3136
 CP3136                         *CURRENT SURVEY CONTROL
 CP3136  ___________________________________________________________________
 CP3136* NAD 83(1992)-  32 34 23.28502(N)    091 47 21.76509(W)     ADJUSTED  
 CP3136* NAVD 88     -                                                        
 CP3136  ___________________________________________________________________
 CP3136  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CP3136  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3136
 CP3136  HORZ ORDER  -  THIRD
 CP3136
 CP3136.The horizontal coordinates were established by classical geodetic methods
 CP3136.and adjusted by the National Geodetic Survey in January 1993..
 CP3136
 CP3136
 CP3136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3136
 CP3136.The geoid height was determined by GEOID03.
 CP3136
 CP3136;                    North         East     Units Scale Factor Converg.
 CP3136;SPC LA N     -   230,083.320 1,066,725.928   MT  0.99998001   +0 22 32.5
 CP3136;SPC LA N     -   754,865.03  3,499,749.98   sFT  0.99998001   +0 22 32.5
 CP3136;UTM  15      - 3,604,612.629   613,636.165   MT  0.99975923   +0 39 06.6
 CP3136
 CP3136                          SUPERSEDED SURVEY CONTROL
 CP3136
 CP3136  NAD 83(1986)-  32 34 23.29711(N)    091 47 21.75850(W) AD(       ) 4
 CP3136  NAD 27      -  32 34 22.79271(N)    091 47 21.30742(W) AD(       ) 3
 CP3136
 CP3136.Superseded values are not recommended for survey control.
 CP3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3136.See file dsdata.txt to determine how the superseded data were derived.
 CP3136
 CP3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1363604613(NAD 83)
 CP3136_MARKER: 42 = RADIO/TV MAST
 CP3136
 CP3136  HISTORY     - Date     Condition        Report By
 CP3136  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP3136
 CP3136                          STATION DESCRIPTION
 CP3136
 CP3136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3136'LOUISIANA POWER AND LIGHT COMPANY MAST IS LOCATED ABOUT 4 MILES
 CP3136'SOUTH-SOUTHWEST OF OAK RIDGE, ON THE WEST SIDE OF STATE HIGHWAY
 CP3136'133 AND NEAR THE CENTER OF SECTION 6.  T 18 N.  R 7 E.
 CP3136'
 CP3136'A STEEL MAST, 288 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE
 CP3136'SECTIONS WITH ROUND TYPE ANTENNAE AT TOP AND SEVERAL FEET BELOW
 CP3136'THE TOP.
 CP3136'
 CP3136'POINT INTERSECTED, WAS A RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1161 ***********************************************************************
 BK1161  DESIGNATION -  OAKDALE
 BK1161  PID         -  BK1161
 BK1161  STATE/COUNTY-  LA/ALLEN
 BK1161  USGS QUAD   -  OAKDALE (1993)
 BK1161
 BK1161                         *CURRENT SURVEY CONTROL
 BK1161  ___________________________________________________________________
 BK1161* NAD 83(1992)-  30 48 47.37303(N)    092 39 26.68181(W)     ADJUSTED  
 BK1161* NAVD 88     -        36.35   (+/-2cm)     119.3    (feet)  VERTCON   
 BK1161  ___________________________________________________________________
 BK1161  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK1161  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK1161
 BK1161  HORZ ORDER  -  FIRST
 BK1161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1161
 BK1161.The horizontal coordinates were established by classical geodetic methods
 BK1161.and adjusted by the National Geodetic Survey in January 1993..
 BK1161
 BK1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1161.The vertical order pertains to the NGVD 29 superseded value.
 BK1161
 BK1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1161
 BK1161.The geoid height was determined by GEOID03.
 BK1161
 BK1161;                    North         East     Units Scale Factor Converg.
 BK1161;SPC LA S     -   257,141.039   873,298.521   MT  1.00002602   -0 39 43.4
 BK1161;SPC LA S     -   843,636.89  2,865,146.90   sFT  1.00002602   -0 39 43.4
 BK1161;SPC LA N     -    34,734.303   984,935.804   MT  1.00009893   -0 04 59.6
 BK1161;SPC LA N     -   113,957.46  3,231,410.22   sFT  1.00009893   -0 04 59.6
 BK1161;UTM  15      - 3,408,945.761   532,769.251   MT  0.99961325   +0 10 31.8
 BK1161
 BK1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1161!SPC LA S     -   0.99999855  x   1.00002602  =   1.00002457
 BK1161!SPC LA N     -   0.99999855  x   1.00009893  =   1.00009748
 BK1161!UTM  15      -   0.99999855  x   0.99961325  =   0.99961180
 BK1161
 BK1161:                Primary Azimuth Mark                     Grid Az
 BK1161:SPC LA S     -  OAKDALE AZ MK                            021 27 28.0
 BK1161:SPC LA N     -  OAKDALE AZ MK                            020 52 44.2
 BK1161:UTM  15      -  OAKDALE AZ MK                            020 37 12.8
 BK1161
 BK1161|---------------------------------------------------------------------|
 BK1161| PID    Reference Object                     Distance      Geod. Az  |
 BK1161|                                                           dddmmss.s |
 BK1161| CW2156 OAKDALE AZ MK                                      0204744.6 |
 BK1161| BK1163 OAKDALE RM 1                         78.148 METERS 14953     |
 BK1161| BK1162 OAKDALE RM 2                         89.889 METERS 22022     |
 BK1161| BK3003 ELIZABETH CALCAS PAPER CO TK        APPROX.15.2 KM 2961600.1 |
 BK1161| BK2977 OAKDALE MUNICIPAL TANK              APPROX. 0.6 KM 3035703.0 |
 BK1161|---------------------------------------------------------------------|
 BK1161
 BK1161                          SUPERSEDED SURVEY CONTROL
 BK1161
 BK1161  NAD 83(1986)-  30 48 47.39283(N)    092 39 26.67541(W) AD(       ) 1
 BK1161  NAD 27      -  30 48 46.69141(N)    092 39 26.15836(W) AD(       ) 1
 BK1161  NGVD 29 (??/??/??)   36.328  (m)          119.19   (f) ADJUSTED    2 0
 BK1161
 BK1161.Superseded values are not recommended for survey control.
 BK1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1161.See file dsdata.txt to determine how the superseded data were derived.
 BK1161
 BK1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3276908946(NAD 83)
 BK1161_MARKER: DS = TRIANGULATION STATION DISK
 BK1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1161_STAMPING: OAKDALE 1934
 BK1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1161+STABILITY: SURFACE MOTION
 BK1161
 BK1161  HISTORY     - Date     Condition        Report By
 BK1161  HISTORY     - 1934     MONUMENTED       CGS
 BK1161  HISTORY     - 1935     GOOD             CGS
 BK1161  HISTORY     - 1936     GOOD             LAGS
 BK1161  HISTORY     - 1943     GOOD             USE
 BK1161  HISTORY     - 1961     GOOD             CGS
 BK1161
 BK1161                          STATION DESCRIPTION
 BK1161
 BK1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK1161'STATION IS LOCATED IN THE CITY OF OAKDALE, ON GROUNDS OF THE
 BK1161'OAKDALE PUBLIC SCHOOL.  MARK IS IN S EDGE OF SCHOOL GROUNDS, 50
 BK1161'FEET N OF CENTER LINE OF STATE HIGHWAY 22, 300 FEET N OF SANTA
 BK1161'FE RAILROAD, 130 YARDS S OF S SIDE OF SCHOOLHOUSE.
 BK1161'
 BK1161'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK1161'BRONZE DISKS SET IN CONCRETE.
 BK1161'
 BK1161'REFERENCE MARK NO. 1 IS LOCATED S OF STATION, 89.920 METERS,
 BK1161'295.01 FEET, 14 METERS N OF N RAIL OF SANTA FE SIDE TRACK.
 BK1161'
 BK1161'REFERENCE MARK NO. 2 IS LOCATED SW OF STATION 78.158 METERS,
 BK1161'256.42 FEET, 14 METERS N OF N RAIL OF SANTA FE SIDE TRACK.
 BK1161'
 BK1161'AZIMUTH MARK IS NE OF STATION 0.3 MILE IN GROUNDS OF THE
 BK1161'OAKDALE HIGH SCHOOL, 65 YARDS E OF CENTER OF SCHOOLHOUSE.
 BK1161'
 BK1161'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK1161
 BK1161                          STATION RECOVERY (1935)
 BK1161
 BK1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK1161'STATION RECOVERED IN GOOD CONDITION.  SOME CHANGES IN DESCRIPTION
 BK1161'OF REFERENCE MARKS, A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED
 BK1161'IN THE CITY OF OAKDALE ON THE GROUNDS OF THE OAKDALE PUBLIC
 BK1161'SCHOOL.  MARK IS IN S EDGE OF SCHOOL GROUNDS, 50 FEET N OF
 BK1161'CENTER LINE OF STATE HIGHWAY 22, 300 FEET N OF SANTA FE RAILROAD,
 BK1161'130 YARDS S OF S SIDE OF SCHOOLHOUSE, AND PROJECTS 6 INCHES.
 BK1161'
 BK1161'REFERENCE MARK NO. 1 IS SE OF THE STATION, 15 YARDS N OF THE N
 BK1161'RAIL OF SANTA FE SIDE TRACK, 22 YARDS W OF THE SHED AT THE
 BK1161'CITIES SERVICE BULK PLANT, 319.70 FEET E OF REFERENCE MARK NO. 2
 BK1161'AND PROJECTS 3 INCHES.
 BK1161'
 BK1161'REFERENCE MARK NO. 2 IS SW OF THE STATION, 15 YARDS N OF THE N
 BK1161'RAIL OF SANTA FE SIDE TRACK.  ON THE PROJECTION OF THE CENTER
 BK1161'LINE OF A STREET TO THE N.  AND PROJECTS 3 INCHES.
 BK1161'
 BK1161'THE AZIMUTH MARK IS N OF THE STATION ON THE GROUNDS OF THE
 BK1161'OAKDALE HIGH SCHOOL, 65 YARDS E OF THE CENTER OF THE SCHOOLHOUSE,
 BK1161'AND PROJECTS 8 INCHES.
 BK1161'
 BK1161'NOTE----THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 BK1161'WERE INTERCHANGED IN 1934.
 BK1161'
 BK1161'A LIGHT 126 FEET ABOVE NEZPIQUE 1934 COMES INTO VIEW 103 FEET
 BK1161'ABOVE THIS STATION.
 BK1161'
 BK1161'LIGHT 126 FEET ABOVE BEAVER 1934, RICHEY, TEN MILE AND MILL
 BK1161'COMES INTO VIEW 90 FEET ABOVE THIS STATION.
 BK1161
 BK1161                          STATION RECOVERY (1936)
 BK1161
 BK1161'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK1161'STATION RECOVERED AS DESCRIBED EXCEPT THAT A PUBLIC SCHOOL
 BK1161'GYMNASIUM HAS BEEN CONSTRUCTED BETWEEN THE TRIANGULATION STATION
 BK1161'AND THE AZIMUTH MARK.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 BK1161'GROUND.
 BK1161
 BK1161                          STATION RECOVERY (1943)
 BK1161
 BK1161'RECOVERY NOTE BY US ENGINEERS 1943
 BK1161'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK1161
 BK1161                          STATION RECOVERY (1961)
 BK1161
 BK1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 BK1161'0.6 MI SE FROM OAKDALE.
 BK1161'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1161'PACIFIC RAILROAD STATION AT OAKDALE, IN THE SOUTH EDGE OF THE OAKDALE
 BK1161'GRAMMAR SCHOOL YARD, 389 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 BK1161'BUILDING, 47 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 295.0
 BK1161'FEET NORTHWEST OF OAKDALE R. M. 1, 256.4 FEET NORTHEAST OF OAKDALE R.
 BK1161'M. 2, 28 FEET SOUTH OF A 25-INCH OAK TREE, 13 1/2 FEET NORTH OF A
 BK1161'STEEL MESH FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14
 BK1161'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5390 ***********************************************************************
 DG5390  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5390  DESIGNATION -  OAKDALE HS CORS ARP
 DG5390  CORS_ID     -  OAKH
 DG5390  PID         -  DG5390
 DG5390  STATE/COUNTY-  LA/ALLEN
 DG5390  USGS QUAD   -  OAKDALE (1993)
 DG5390
 DG5390                         *CURRENT SURVEY CONTROL
 DG5390  ___________________________________________________________________
 DG5390* NAD 83(CORS)-  30 48 55.80618(N)    092 39 25.10353(W)     ADJUSTED  
 DG5390* NAVD 88     -                                                        
 DG5390  ___________________________________________________________________
 DG5390  EPOCH DATE  -        2002.00
 DG5390  X           -    -254,149.244 (meters)                     COMP
 DG5390  Y           -  -5,476,622.602 (meters)                     COMP
 DG5390  Z           -   3,248,354.319 (meters)                     COMP
 DG5390  ELLIP HEIGHT-          21.54  (meters)          (05/??/04) GPS OBS
 DG5390  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG5390
 DG5390  HORZ ORDER  -  SPECIAL (CORS)
 DG5390  ELLP ORDER  -  SPECIAL (CORS)
 DG5390
 DG5390.ITRF positions are available for this station.
 DG5390.The coordinates were established by GPS observations
 DG5390.and adjusted by the National Geodetic Survey in May 2004..
 DG5390.The coordinates are valid at the epoch date displayed above.
 DG5390.The epoch date for horizontal control is a decimal equivalence
 DG5390.of Year/Month/Day.
 DG5390
 DG5390
 DG5390.The PID for the CORS L1 Phase Center is DG5391.
 DG5390
 DG5390.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5390
 DG5390.The ellipsoidal height was determined by GPS observations
 DG5390.and is referenced to NAD 83.
 DG5390
 DG5390.The geoid height was determined by GEOID03.
 DG5390
 DG5390;                    North         East     Units Scale Factor Converg.
 DG5390;SPC LA S     -   257,400.253   873,343.471   MT  1.00002660   -0 39 42.6
 DG5390;SPC LA S     -   844,487.33  2,865,294.37   sFT  1.00002660   -0 39 42.6
 DG5390
 DG5390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5390!SPC LA S     -   0.99999662  x   1.00002660  =   1.00002322
 DG5390
 DG5390                          SUPERSEDED SURVEY CONTROL
 DG5390
 DG5390.No superseded survey control is available for this station.
 DG5390
 DG5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3281009205(NAD 83)
 DG5390_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5390
 DG5390                          STATION DESCRIPTION
 DG5390
 DG5390'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5390'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5390'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5390'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5390'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5390'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5391 ***********************************************************************
 DG5391  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5391  DESIGNATION -  OAKDALE HS CORS L1 PHASE CENTER
 DG5391  CORS_ID     -  OAKH
 DG5391  PID         -  DG5391
 DG5391  STATE/COUNTY-  LA/ALLEN
 DG5391  USGS QUAD   -  OAKDALE (1993)
 DG5391
 DG5391                         *CURRENT SURVEY CONTROL
 DG5391  ___________________________________________________________________
 DG5391* NAD 83(CORS)-  30 48 55.80620(N)    092 39 25.10352(W)     ADJUSTED  
 DG5391* NAVD 88     -                                                        
 DG5391  ___________________________________________________________________
 DG5391  EPOCH DATE  -        2002.00
 DG5391  X           -    -254,149.248 (meters)                     COMP
 DG5391  Y           -  -5,476,622.696 (meters)                     COMP
 DG5391  Z           -   3,248,354.376 (meters)                     COMP
 DG5391  ELLIP HEIGHT-          21.65  (meters)          (05/??/04) GPS OBS
 DG5391  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG5391
 DG5391  HORZ ORDER  -  SPECIAL (CORS)
 DG5391  ELLP ORDER  -  SPECIAL (CORS)
 DG5391
 DG5391.ITRF positions are available for this station.
 DG5391.The coordinates were established by GPS observations
 DG5391.and adjusted by the National Geodetic Survey in May 2004..
 DG5391.The coordinates are valid at the epoch date displayed above.
 DG5391.The epoch date for horizontal control is a decimal equivalence
 DG5391.of Year/Month/Day.
 DG5391
 DG5391
 DG5391.The PID for the CORS ARP is DG5390.
 DG5391
 DG5391.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5391
 DG5391.The ellipsoidal height was determined by GPS observations
 DG5391.and is referenced to NAD 83.
 DG5391
 DG5391.The geoid height was determined by GEOID03.
 DG5391
 DG5391;                    North         East     Units Scale Factor Converg.
 DG5391;SPC LA S     -   257,400.254   873,343.471   MT  1.00002660   -0 39 42.6
 DG5391;SPC LA S     -   844,487.33  2,865,294.37   sFT  1.00002660   -0 39 42.6
 DG5391
 DG5391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5391!SPC LA S     -   0.99999660  x   1.00002660  =   1.00002320
 DG5391
 DG5391                          SUPERSEDED SURVEY CONTROL
 DG5391
 DG5391.No superseded survey control is available for this station.
 DG5391
 DG5391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3281009205(NAD 83)
 DG5391_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5391
 DG5391                          STATION DESCRIPTION
 DG5391
 DG5391'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5391'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5391'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5391'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5391'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5391'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2977 ***********************************************************************
 BK2977  DESIGNATION -  OAKDALE MUNICIPAL TANK
 BK2977  PID         -  BK2977
 BK2977  STATE/COUNTY-  LA/ALLEN
 BK2977  USGS QUAD   -  OAKDALE (1993)
 BK2977
 BK2977                         *CURRENT SURVEY CONTROL
 BK2977  ___________________________________________________________________
 BK2977* NAD 83(1992)-  30 48 58.50649(N)    092 39 45.84241(W)     ADJUSTED  
 BK2977* NAVD 88     -                                                        
 BK2977  ___________________________________________________________________
 BK2977  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK2977  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK2977
 BK2977  HORZ ORDER  -  THIRD
 BK2977
 BK2977.The horizontal coordinates were established by classical geodetic methods
 BK2977.and adjusted by the National Geodetic Survey in January 1993..
 BK2977
 BK2977
 BK2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2977
 BK2977.The geoid height was determined by GEOID03.
 BK2977
 BK2977;                    North         East     Units Scale Factor Converg.
 BK2977;SPC LA S     -   257,489.790   872,793.220   MT  1.00002679   -0 39 53.0
 BK2977;SPC LA S     -   844,781.09  2,863,489.09   sFT  1.00002679   -0 39 53.0
 BK2977;SPC LA N     -    35,077.957   984,426.970   MT  1.00009790   -0 05 09.7
 BK2977;SPC LA N     -   115,084.93  3,229,740.82   sFT  1.00009790   -0 05 09.7
 BK2977;UTM  15      - 3,409,286.947   532,259.117   MT  0.99961284   +0 10 22.0
 BK2977
 BK2977                          SUPERSEDED SURVEY CONTROL
 BK2977
 BK2977  NAD 83(1986)-  30 48 58.52644(N)    092 39 45.83625(W) AD(       ) 4
 BK2977  NAD 27      -  30 48 57.82485(N)    092 39 45.31808(W) AD(       ) 3
 BK2977
 BK2977.Superseded values are not recommended for survey control.
 BK2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2977.See file dsdata.txt to determine how the superseded data were derived.
 BK2977
 BK2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ3225909287(NAD 83)
 BK2977_MARKER: 51 = TANK
 BK2977
 BK2977  HISTORY     - Date     Condition        Report By
 BK2977  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2977  HISTORY     - 1943     GOOD             CGS
 BK2977  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BK2977
 BK2977                          STATION DESCRIPTION
 BK2977
 BK2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BDC)
 BK2977'THE TANK IS STILL STANDING.
 BK2977
 BK2977                          STATION RECOVERY (2005)
 BK2977
 BK2977'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BK2977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1163 ***********************************************************************
 BK1163  DESIGNATION -  OAKDALE RM 1
 BK1163  PID         -  BK1163
 BK1163  STATE/COUNTY-  LA/ALLEN
 BK1163  USGS QUAD   -  OAKDALE (1993)
 BK1163
 BK1163                         *CURRENT SURVEY CONTROL
 BK1163  ___________________________________________________________________
 BK1163* NAD 83(1986)-  30 48 47.     (N)    092 39 27.     (W)     SCALED    
 BK1163* NAVD 88     -        35.69   (+/-2cm)     117.1    (feet)  VERTCON   
 BK1163  ___________________________________________________________________
 BK1163  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK1163
 BK1163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1163
 BK1163.The horizontal coordinates were scaled from a topographic map and have
 BK1163.an estimated accuracy of +/- 6 seconds.
 BK1163
 BK1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1163.The vertical order pertains to the NGVD 29 superseded value.
 BK1163
 BK1163.The geoid height was determined by GEOID03.
 BK1163
 BK1163;                    North         East    Units  Estimated Accuracy
 BK1163;SPC LA S     -   257,130.      873,290.      MT  (+/- 180 meters Scaled)
 BK1163
 BK1163                          SUPERSEDED SURVEY CONTROL
 BK1163
 BK1163  NGVD 29 (??/??/??)   35.664  (m)          117.01   (f) ADJUSTED    2 0
 BK1163
 BK1163.Superseded values are not recommended for survey control.
 BK1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1163.See file dsdata.txt to determine how the superseded data were derived.
 BK1163
 BK1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ327089(NAD 83)
 BK1163_MARKER: DR = REFERENCE MARK DISK
 BK1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1163_STAMPING: OAKDALE NO. 1934
 BK1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1163+STABILITY: SURFACE MOTION
 BK1163
 BK1163  HISTORY     - Date     Condition        Report By
 BK1163  HISTORY     - 1934     MONUMENTED       CGS
 BK1163  HISTORY     - 1961     GOOD             CGS
 BK1163
 BK1163                          STATION DESCRIPTION
 BK1163
 BK1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1163'0.6 MI SE FROM OAKDALE.
 BK1163'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1163'PACIFIC RAILROAD STATION AT OAKDALE, 0.1 MILE SOUTHEAST OF THE OAKDALE
 BK1163'GRAMMAR SCHOOL BUILDING, 177 FEET SOUTH OF THE CENTER LINE OF THE
 BK1163'HIGHWAY, 70 FEET WEST OF THE SOUTHWEST CORNER OF THE CITIES SERVICE
 BK1163'COMPANY BULK PLANT, 65 FEET WEST OF A STEEL FENCE CORNER, 256.0 FEET
 BK1163'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM OAKDALE 1934, 44 FEET NORTH
 BK1163'OF THE NORTH RAIL OF A SIDE TRACK OF THE GULF, COLORADO AND SANTA FE
 BK1163'RAILROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1162 ***********************************************************************
 BK1162  DESIGNATION -  OAKDALE RM 2
 BK1162  PID         -  BK1162
 BK1162  STATE/COUNTY-  LA/ALLEN
 BK1162  USGS QUAD   -  OAKDALE (1993)
 BK1162
 BK1162                         *CURRENT SURVEY CONTROL
 BK1162  ___________________________________________________________________
 BK1162* NAD 83(1986)-  30 48 47.     (N)    092 39 27.     (W)     SCALED    
 BK1162* NAVD 88     -        35.63   (+/-2cm)     116.9    (feet)  VERTCON   
 BK1162  ___________________________________________________________________
 BK1162  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK1162
 BK1162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1162
 BK1162.The horizontal coordinates were scaled from a topographic map and have
 BK1162.an estimated accuracy of +/- 6 seconds.
 BK1162
 BK1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1162.The vertical order pertains to the NGVD 29 superseded value.
 BK1162
 BK1162.The geoid height was determined by GEOID03.
 BK1162
 BK1162;                    North         East    Units  Estimated Accuracy
 BK1162;SPC LA S     -   257,130.      873,290.      MT  (+/- 180 meters Scaled)
 BK1162
 BK1162                          SUPERSEDED SURVEY CONTROL
 BK1162
 BK1162  NGVD 29 (??/??/??)   35.605  (m)          116.81   (f) ADJUSTED    2 0
 BK1162
 BK1162.Superseded values are not recommended for survey control.
 BK1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1162.See file dsdata.txt to determine how the superseded data were derived.
 BK1162
 BK1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ327089(NAD 83)
 BK1162_MARKER: DR = REFERENCE MARK DISK
 BK1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1162_STAMPING: OAKDALE NO. 2 1934
 BK1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1162+STABILITY: SURFACE MOTION
 BK1162
 BK1162  HISTORY     - Date     Condition        Report By
 BK1162  HISTORY     - 1934     MONUMENTED       CGS
 BK1162  HISTORY     - 1961     GOOD             CGS
 BK1162
 BK1162                          STATION DESCRIPTION
 BK1162
 BK1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1162'0.6 MI SE FROM OAKDALE.
 BK1162'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1162'PACIFIC RAILROAD STATION AT OAKDALE, 0.1 MILE SOUTH OF THE OAKDALE
 BK1162'GRAMMER SCHOOL BUILDING, 226 FEET SOUTHWEST OF A CURVE IN THE HIGHWAY,
 BK1162'167 FEET SOUTHWEST OF A LIGHT POLE, 256.4 FEET SOUTHWEST AND ACROSS
 BK1162'THE HIGHWAY FROM OAKDALE 1934, 43 FEET NORTH OF THE NORTH RAIL OF A
 BK1162'SIDE TRACK OF THE GULF, COLORADO AND SANTA FE RAILROAD, AND SET IN THE
 BK1162'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2475 ***********************************************************************
 CQ2475  DESIGNATION -  OAKLAND
 CQ2475  PID         -  CQ2475
 CQ2475  STATE/COUNTY-  LA/CALDWELL
 CQ2475  USGS QUAD   -  COTTON PLANT (1989)
 CQ2475
 CQ2475                         *CURRENT SURVEY CONTROL
 CQ2475  ___________________________________________________________________
 CQ2475* NAD 83(1992)-  32 00 59.39901(N)    092 15 56.46737(W)     ADJUSTED  
 CQ2475* NAVD 88     -        59.15   (+/-2cm)     194.1    (feet)  VERTCON   
 CQ2475  ___________________________________________________________________
 CQ2475  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CQ2475  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ2475
 CQ2475  HORZ ORDER  -  FIRST
 CQ2475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ2475
 CQ2475.The horizontal coordinates were established by classical geodetic methods
 CQ2475.and adjusted by the National Geodetic Survey in January 1993..
 CQ2475
 CQ2475.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2475.The vertical order pertains to the NGVD 29 superseded value.
 CQ2475
 CQ2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2475
 CQ2475.The geoid height was determined by GEOID03.
 CQ2475
 CQ2475;                    North         East     Units Scale Factor Converg.
 CQ2475;SPC LA N     -   168,165.805 1,022,135.287   MT  0.99991622   +0 07 26.0
 CQ2475;SPC LA N     -   551,723.98  3,353,455.52   sFT  0.99991622   +0 07 26.0
 CQ2475;UTM  15      - 3,542,500.174   569,348.354   MT  0.99965931   +0 23 21.6
 CQ2475
 CQ2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2475!SPC LA N     -   0.99999472  x   0.99991622  =   0.99991094
 CQ2475!UTM  15      -   0.99999472  x   0.99965931  =   0.99965403
 CQ2475
 CQ2475|---------------------------------------------------------------------|
 CQ2475| PID    Reference Object                     Distance      Geod. Az  |
 CQ2475|                                                           dddmmss.s |
 CQ2475| CQ2476 OAKLAND RM 1                         30.120 METERS 01708     |
 CQ2475| CQ2797 OAKLAND RM 5                         26.051 METERS 03638     |
 CQ2475| CQ2787 CLARKS MUNICIPAL TANK               APPROX.11.9 KM 0820948.1 |
 CQ2475| AC8242 CLARKS RESET                        APPROX.14.0 KM 0924947.8 |
 CQ2475| BX2556 OLLA MUNICIPAL TANK                 APPROX.12.8 KM 1712154.8 |
 CQ2475| BX2564 OLLA LOOKOUT TOWER LADC             APPROX.13.3 KM 1765210.1 |
 CQ2475| BX2566 URANIA LUMBER CO WATER TANK         APPROX.17.6 KM 1900434.9 |
 CQ2475| CQ2586 OAKLAND RM 3                         35.878 METERS 23051     |
 CQ2475| CQ2477 OAKLAND RM 2                         31.075 METERS 24859     |
 CQ2475| CQ2555 OAKLAND AZ MK                                      3221359.2 |
 CQ2475| CQ2588 OAKLAND AZ MK 2                                    3221352.7 |
 CQ2475| CQ2587 OAKLAND RM 4                         32.598 METERS 33433     |
 CQ2475|---------------------------------------------------------------------|
 CQ2475
 CQ2475                          SUPERSEDED SURVEY CONTROL
 CQ2475
 CQ2475  NAD 83(1986)-  32 00 59.41325(N)    092 15 56.45941(W) AD(       ) 1
 CQ2475  NAD 27      -  32 00 58.83456(N)    092 15 55.95560(W) AD(       ) 1
 CQ2475  NGVD 29 (??/??/??)   59.166  (m)          194.11   (f) ADJUSTED    2 0
 CQ2475
 CQ2475.Superseded values are not recommended for survey control.
 CQ2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2475.See file dsdata.txt to determine how the superseded data were derived.
 CQ2475
 CQ2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6934842500(NAD 83)
 CQ2475_MARKER: DS = TRIANGULATION STATION DISK
 CQ2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2475_STAMPING: OAKLAND 1941
 CQ2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2475+STABILITY: SURFACE MOTION
 CQ2475
 CQ2475  HISTORY     - Date     Condition        Report By
 CQ2475  HISTORY     - 1941     MONUMENTED       CGS
 CQ2475  HISTORY     - 1966     GOOD             CGS
 CQ2475  HISTORY     - 1966     GOOD             CGS
 CQ2475  HISTORY     - 1971     GOOD             NGS
 CQ2475
 CQ2475                          STATION DESCRIPTION
 CQ2475
 CQ2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ2475'STATION IS ABOUT 6 MILES WNW OF KELLY IN SEC. 16, T. 12 N.,
 CQ2475'R. 2 E., ON A TIMBERED HILL ON THE N SIDE OF A WELL-TRAVELED
 CQ2475'GRAVEL ROAD.  IT IS ABOUT 150 FEET E OF A SIDE ROAD ENTRANCE,
 CQ2475'57 FEET NE OF THE CENTER LINE OF THE GRAVEL ROAD AND 9 FEET
 CQ2475'S OF REFERENCE POST.  IT IS STAMPED OAKLAND 1941 AND PROJECTS
 CQ2475'6 INCHES.
 CQ2475'
 CQ2475'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CQ2475'BRONZE DISKS SET IN CONCRETE.
 CQ2475'
 CQ2475'REFERENCE MARK NO. 1 IS 140 FEET NE OF THE CENTER LINE OF THE
 CQ2475'GRAVEL ROAD.  IT IS STAMPED OAKLAND NO. 1 1941 AND PROJECTS
 CQ2475'6 INCHES.
 CQ2475'
 CQ2475'REFERENCE MARK NO. 2 IS 41 FEET SW OF THE CENTER LINE OF THE
 CQ2475'GRAVEL ROAD.  IT IS STAMPED OAKLAND NO. 2 1941 AND PROJECTS 8
 CQ2475'INCHES.
 CQ2475'
 CQ2475'AZIMUTH MARK IS 33 FEET SW OF THE CENTER LINE OF THE GRAVEL
 CQ2475'ROAD AND 4-1/2 FEET S OF REFERENCE POST.  IT IS STAMPED
 CQ2475'OAKLAND 1941 AND PROJECTS 6 INCHES.
 CQ2475'
 CQ2475'TO REACH THE STATION FROM KELLY, GO W ON THE FIRST STREET S
 CQ2475'OF THE DEPOT AND CONTINUE ON MAIN-GRAVEL ROAD LEADING W AND
 CQ2475'NW FOR A TOTAL MILEAGE OF 8.1 MILES TO THE TOP OF A SMALL
 CQ2475'HILL AND THE STATION ON THE NE SIDE OF THE ROAD.
 CQ2475'
 CQ2475'A 103-FOOT SIGNAL AT CLARKS IS VISIBLE AT 90 FEET.
 CQ2475'
 CQ2475'A 116-FOOT SIGNAL AT CHICK IS VISIBLE AT 70 FEET.
 CQ2475'
 CQ2475'A 90-FOOT SIGNAL AT TAYLOR IS VISIBLE AT 70 FEET.
 CQ2475'
 CQ2475'A 116-FOOT SIGNAL AT OLLA IS VISIBLE AT 75 FEET.
 CQ2475'
 CQ2475'A 116-FOOT SIGNAL AT ODOM IS VISIBLE AT 75 FEET.
 CQ2475'
 CQ2475'A 116-FOOT SIGNAL AT TREMONT IS VISIBLE AT 75 FEET.
 CQ2475'
 CQ2475'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CQ2475
 CQ2475                          STATION RECOVERY (1966)
 CQ2475
 CQ2475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ2475'THE STATION WAS VISITED 5/18/66.  THE STATION MARK AND AZIMUTH
 CQ2475'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 CQ2475'WERE FOUND DESTROYED.  REFERENCE MARK 2 WAS PLACED IN THE
 CQ2475'GROUND, STAMPED NUMBER 4 AND USED AS REFERENCE MARK 4.  REFERENCE
 CQ2475'MARK 3 WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK WAS
 CQ2475'MOVED AT THIS DATE.  IT WAS MOVED ON LINE AND AWAY FROM THE
 CQ2475'STATION 322 FEET.  THE ROAD PAST THE STATION IS BEING IMPROVED.
 CQ2475'
 CQ2475'PRECISE ELEVATIONS WERE DETERMINED FOR REFERENCE MARKS 3 AND
 CQ2475'4 AND THE NEW AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 CQ2475'
 CQ2475'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF KELLY
 CQ2475'ON THE NORTHEAST SIDE OF STATE HIGHWAY 506, ON TOP OF A CUT
 CQ2475'ABOUT 12 FEET ABOVE ROAD LEVEL, IN SEC. 16 T. 12 N., R. 2
 CQ2475'E., 296 FEET NORTH OF A POWER POLE JUST EAST OF A ROAD LEADING
 CQ2475'WEST, 166 FEET SOUTHEAST OF A POWER POLE, 104 FEET SOUTH
 CQ2475'OF A WOODS LOGGING ROAD, 61 FEET EAST OF THE CENTERLINE OF
 CQ2475'THE HIGHWAY, 48.5 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST
 CQ2475'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MARK IS STAMPED
 CQ2475'OAKLAND 1941 AND PROJECTS 1 INCH ABOVE THE GROUND.
 CQ2475'
 CQ2475'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED OAKLAND NO 3
 CQ2475'1941, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CQ2475'ABOVE THE GROUND.  IT IS 138.5 FEET SOUTH OF A POWER POLE,
 CQ2475'260 FEET NORTH OF A POINT UNDER A POWER LINE LEADING WEST
 CQ2475'AND A ROAD LEADING WEST, 47 FEET WEST OF THE CENTERLINE OF
 CQ2475'THE HIGHWAY AND 1 FOOT WEST OF A METAL WITNESS POST.
 CQ2475'
 CQ2475'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED OAKLAND NO 4
 CQ2475'1941, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CQ2475'ABOVE THE GROUND.  IT IS 122.5 FEET EAST OF A POWER POLE,
 CQ2475'77 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 13.5 FEET
 CQ2475'NORTH OF THE CENTERLINE OF A WOODS ROAD, 5 FEET SOUTHWEST
 CQ2475'OF A FORKED OAK TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
 CQ2475'(NOTE 11B
 CQ2475'
 CQ2475'AZIMUTH MARK IS A STANDARD DISK, STAMPED OAKLAND NO 2 1941,
 CQ2475'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CQ2475'THE GROUND.  IT IS ON THE NORTH SLOPE OF THE FIRST GRADE
 CQ2475'NORTH OF THE STATION, 52.5 FEET SOUTHEAST OF A POWER POLE,
 CQ2475'50.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET
 CQ2475'SOUTHWEST OF A METAL WITNESS POST AND ABOUT 2 FEET ABOVE
 CQ2475'THE LEVEL OF THE HIGHWAY.
 CQ2475'
 CQ2475'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER THE
 CQ2475'QUACHITA RIVER, IN COLUMBIA, GO SOUTH ON U.S. HIGHWAY 165
 CQ2475'FOR 10.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 506, JUST
 CQ2475'AFTER CROSSING A CONCRETE BRIDGE.  TURN RIGHT AND GO WEST
 CQ2475'FOR 0.95 MILE TO A CROSSROAD IN KELLY.  CONTINUE WESTERLY
 CQ2475'ON HIGHWAY 506 FOR 8.85 MILES TO THE STATION ON THE RIGHT.
 CQ2475'CONTINUE NORTHWESTERLY ON THE HIGHWAY FOR 0.4 MILE TO THE
 CQ2475'AZIMUTH MARK.
 CQ2475
 CQ2475                          STATION RECOVERY (1966)
 CQ2475
 CQ2475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CQ2475'7.7 MI NW FROM KELLY.
 CQ2475'THIS MARK IS AT THE OAKLAND 1941 TRIANGULATION STATION SITE, ABOUT 7.7
 CQ2475'MILES WEST AND NORTHWEST ALONG STATE HIGHWWAY 506 FROM THE POST OFFICE
 CQ2475'IN KELLY, ON TOP OF A 10-FOOT CUT, ABOUT 250 FEET NORTH OF A Y
 CQ2475'JUNCTION, 45 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 61 FEET
 CQ2475'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF A METAL
 CQ2475'WITNESS POST.  IT IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 CQ2475'OAKLAND 1941, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CQ2475'PROJECT-2 INCHES.
 CQ2475
 CQ2475                          STATION RECOVERY (1971)
 CQ2475
 CQ2475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2475'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 CQ2475'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ANGLE BETWEEN THE
 CQ2475'REFERENCE MARKS CHECKED GOOD WITH THE 1966 DATA.  A LONGER
 CQ2475'MEASUREMENT OF 0.51 FEET WAS MADE TO REFERENCE MARK 3 AND A
 CQ2475'LONGER MEASUREMENT OF 0.23 FEET WAS MADE TO REFERENCE MARK
 CQ2475'4.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES.  A
 CQ2475'STEEL TOWER COULD NOT BE ERRECTED OVER THE STATION MARK THIS
 CQ2475'DATE BECAUSE THE STATION MARK IS TOO CLOSE TO THE HIGHWAY CUT
 CQ2475'BANK.  REFERENCE MARK 5 WAS ESTABLISHED AND OCCUPIED FOR THE
 CQ2475'1971 OBSERVATIONS.
 CQ2475'
 CQ2475'FOR A COMPLETE DESCRIPTION OF THE MARKS, SEE THE DESCRIPTION FOR
 CQ2475'OAKLAND RM 5 THEREOF--
 CQ2475'
 CQ2475'NOTE--ALL MARKS EXCEPT THE TRAVERSE DISTANCE WERE MEASURED WITH
 CQ2475'A 300 FEET TAPE PULLING 10 KG. TAPE TENSION.
 CQ2475'
 CQ2475'THE STATION IS ON PROPERTY OWNED BY THE OLINKRAFT INC.,
 CQ2475'MR. A.B. SMITH, FORESTERY MANAGER, POST OFFICE BOX 488, WEST
 CQ2475'MONROE, LA. 71291.
 CQ2475'
 CQ2475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2475'6 MILES NORTHWEST OF KELLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4580 ***********************************************************************
 BJ4580  DESIGNATION -  OAKLAND
 BJ4580  PID         -  BJ4580
 BJ4580  STATE/COUNTY-  LA/ST HELENA
 BJ4580  USGS QUAD   -  LIVERPOOL (1981)
 BJ4580
 BJ4580                         *CURRENT SURVEY CONTROL
 BJ4580  ___________________________________________________________________
 BJ4580* NAD 83(1992)-  30 55 33.62710(N)    090 43 47.63098(W)     ADJUSTED  
 BJ4580* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 BJ4580  ___________________________________________________________________
 BJ4580  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ4580  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4580
 BJ4580  HORZ ORDER  -  FIRST
 BJ4580
 BJ4580.The horizontal coordinates were established by classical geodetic methods
 BJ4580.and adjusted by the National Geodetic Survey in May 1994..
 BJ4580
 BJ4580.The orthometric height was scaled from a topographic map.
 BJ4580
 BJ4580.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4580
 BJ4580.The geoid height was determined by GEOID03.
 BJ4580
 BJ4580;                    North         East     Units Scale Factor Converg.
 BJ4580;SPC LA S     -   269,072.572 1,057,678.101   MT  1.00005587   +0 18 06.2
 BJ4580;SPC LA S     -   882,782.26  3,470,065.57   sFT  1.00005587   +0 18 06.2
 BJ4580;SPC MS W     -   158,141.094   662,098.972   MT  0.99996771   -0 12 13.7
 BJ4580;SPC MS W     -   518,834.57  2,172,236.38   sFT  0.99996771   -0 12 13.7
 BJ4580;UTM  15      - 3,423,610.893   716,911.871   MT  1.00018042   +1 10 01.7
 BJ4580
 BJ4580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4580!SPC LA S     -   0.99998809  x   1.00005587  =   1.00004396
 BJ4580!SPC MS W     -   0.99998809  x   0.99996771  =   0.99995580
 BJ4580!UTM  15      -   0.99998809  x   1.00018042  =   1.00016851
 BJ4580
 BJ4580|---------------------------------------------------------------------|
 BJ4580| PID    Reference Object                     Distance      Geod. Az  |
 BJ4580|                                                           dddmmss.s |
 BJ4580| BJ4582 TT 104 TX USGS 1939                  18.096 METERS 07002     |
 BJ4580| BJ4581 LIVERPOOL LOOKOUT TOWER              18.086 METERS 07002     |
 BJ4580| CW2157 OAKLAND AZ MK                                      1725317.7 |
 BJ4580| CW2158 OAKLAND RM 1                         31.364 METERS 17645     |
 BJ4580| CW2159 OAKLAND RM 2                         29.901 METERS 27212     |
 BJ4580| BJ4655 HURST                               APPROX. 9.5 KM 3293731.9 |
 BJ4580|---------------------------------------------------------------------|
 BJ4580
 BJ4580                          SUPERSEDED SURVEY CONTROL
 BJ4580
 BJ4580  NAD 83(1992)-  30 55 33.62935(N)    090 43 47.63112(W) AD(       ) 1
 BJ4580  NAD 83(1986)-  30 55 33.64412(N)    090 43 47.62681(W) AD(       ) 1
 BJ4580  NAD 27      -  30 55 32.99649(N)    090 43 47.26779(W) AD(       ) 1
 BJ4580
 BJ4580.Superseded values are not recommended for survey control.
 BJ4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4580.See file dsdata.txt to determine how the superseded data were derived.
 BJ4580
 BJ4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1691223611(NAD 83)
 BJ4580_MARKER: DS = TRIANGULATION STATION DISK
 BJ4580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4580
 BJ4580  HISTORY     - Date     Condition        Report By
 BJ4580  HISTORY     - 1939     MONUMENTED       CGS
 BJ4580  HISTORY     - 1954     GOOD             CGS
 BJ4580
 BJ4580                          STATION DESCRIPTION
 BJ4580
 BJ4580'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4580'THE STATION IS ON LAND OWNED BY THE GREAT SOUTHERN LUMBER
 BJ4580'COMPANY AND LEASED BY THE STATE OF LOUISIANA, IN THE NW
 BJ4580'CORNER OF SEC. 32, T 1 S, R 5 E, ABOUT 3 MILES W OF THE
 BJ4580'TOWN OF LIVERPOOL, JUST W OF THE LIVERPOOL, FIRETOWER WHICH
 BJ4580'IS MAINTAINED BY THE STATE.  THE STATION MARK
 BJ4580'PROJECTS ABOUT 7 INCHES ABOVE GROUND AND IS STAMPED
 BJ4580'OAKLAND 1939.  THE STATION IS 34 FEET E OF THE CENTER OF
 BJ4580'THE GRAVEL ROAD AND 59.37 FEET W OF THE LIVERPOOL FIRETOWER.
 BJ4580'THIS FIRETOWER IS ALSO DIRECTLY OVER THE U.S. GEOLOGICAL
 BJ4580'SURVEY BENCH MARK NO. TT 104 TX 1939.
 BJ4580'
 BJ4580'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4580'BRONZE DISKS SET IN CONCRETE.
 BJ4580'
 BJ4580'REFERENCE MARK NO. 1 IS 102.90 FEET S OF THE STATION.  THE
 BJ4580'MARK PROJECTS 6 INCHES AND IS STAMPED OAKLAND
 BJ4580'NO. 1 1939.  REFERENCE MARK NO. 2 IS 98.10 FEET W OF THE
 BJ4580'STATION.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 BJ4580'OAKLAND NO. 2 1939.
 BJ4580'
 BJ4580'A U.S. GEOLOGICAL SURVEY BENCH MARK IS SET UNDER THE APPROXIMATE
 BJ4580'CENTER OF THE LIVERPOOL FIRETOWER AND IS STAMPED TT 104 TX
 BJ4580'1939, AND PROJECTS 2 INCHES ABOVE GROUND.  THIS MARK IS A
 BJ4580'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN AN
 BJ4580'8-INCH CONCRETE POST AND IS 59.37 FEET E OF THE STATION.
 BJ4580'
 BJ4580'THE AZIMUTH MARK IS 872.8 FEET S OF THE STATION AND 59 FEET
 BJ4580'W OF THE CENTER OF THE GRAVEL ROAD, ON THE S SLOPE OF A
 BJ4580'RIDGE, ABOUT 100 FEET FROM THE TOP OF THE RIDGE.  THE MARK,
 BJ4580'PROJECTS 6 INCHES AND IS STAMPED OAKLAND 1939.
 BJ4580'
 BJ4580'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 71
 BJ4580'AND 37, AT EASLEYS STORE JUST W OF LIVERPOOL, DRIVE W ON
 BJ4580'ROUTE 71 FOR 2.4 MILES, THEN TAKE THE GRAVEL T-ROAD LEFT
 BJ4580'(S) AND DRIVE 0.1 MILE TO THE FIRETOWER AND THE STATION.
 BJ4580'
 BJ4580'A 90-FOOT TOWER IS NEEDED AT OAKLAND TO CLEAR THE TREES IN
 BJ4580'THE VICINITY OF THE STATION.
 BJ4580'
 BJ4580'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4580
 BJ4580                          STATION RECOVERY (1954)
 BJ4580
 BJ4580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4580'THE STATION WAS VISITED, AND ALL THE MARKS WERE RECOVERED
 BJ4580'IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM
 BJ4580'THE STATION WITHOUT CONSIDERABLE CLEARING.  A NEW DESCRIPTION
 BJ4580'FOLLOWS--
 BJ4580'
 BJ4580'THE STATION IS LOCATED 13 MI. W OF KENTWOOD, 3 MI. W OF
 BJ4580'LIVERPOOL, AT THE SITE OF THE LIVERPOOL LOOKOUT TOWER, ON
 BJ4580'LAND OWNED BY THE STATE.  IT IS 31 FT. E OF THE CENTERLINE
 BJ4580'OF A GRAVEL ROAD, 59.4 FT. W OF THE CENTER OF THE LOOKOUT
 BJ4580'TOWER, AND 15 FT. SW OF A LONE PINE TREE BETWEEN THE FIRE
 BJ4580'TOWER AND THE ROAD.  IT IS A STANDARD DISK, STAMPED OAKLAND
 BJ4580'1939 AND PROJECTING 6 IN.
 BJ4580'
 BJ4580'REFERENCE MARK 1 IS 102.90 FT. S OF THE STATION, 41 FT. E
 BJ4580'OF THE CENTERLINE OF THE GRAVEL ROAD, AND 121.5 FT. SW OF
 BJ4580'THE SW LEG OF THE LOOKOUT TOWER.  IT IS A STANDARD DISK,
 BJ4580'STAMPED OAKLAND NO 1 1939 AND PROJECTING 6 IN.
 BJ4580'
 BJ4580'REFERENCE MARK 2 IS 98.10 FT. W OF THE STATION, AND 68 FT.
 BJ4580'W OF THE CENTERLINE OF THE GRAVEL ROAD.  IT IS A STANDARD
 BJ4580'DISK, STAMPED OAKLAND NO 2 1939 AND PROJECTING 4 IN.
 BJ4580'
 BJ4580'TT 104 TX (U.S.G.S.) IS 59.37 FT. E OF THE STATION, AND
 BJ4580'DIRECTLY UNDER THE CENTER OF THE LIVERPOOL LOOKOUT TOWER.
 BJ4580'IT IS A U.S. GEOLOGICAL SURVEY STANDARD BENCH-MARK DISK,
 BJ4580'STAMPED TT 104 TX 1939 AND SET IN THE TOP OF AN 8-IN.
 BJ4580'SQUARE CONCRETE POST PROJECTING 2 IN.
 BJ4580'
 BJ4580'THE AZIMUTH MARK IS 872.8 FT. S OF THE STATION, 59 FT. W
 BJ4580'OF THE CENTERLINE OF THE GRAVELED ROAD, ABOUT 100 FT. S OF
 BJ4580'THE TOP OF THE GRADE, AND 33 FT. NW OF A 2-FT. PINE TREE.
 BJ4580'IT IS A STANDARD DISK, STAMPED OAKLAND 1939 AND PROJECTING
 BJ4580'5 IN.
 BJ4580'
 BJ4580'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ4580'51 AND 71 IN KENTWOOD, GO W ON STATE HIGHWAY 71 FOR 13.2
 BJ4580'MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.05 MI. TO THE
 BJ4580'LIVERPOOL LOOKOUT TOWER AND THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2588 ***********************************************************************
 CQ2588  DESIGNATION -  OAKLAND AZ MK 2
 CQ2588  PID         -  CQ2588
 CQ2588  STATE/COUNTY-  LA/CALDWELL
 CQ2588  USGS QUAD   -  COTTON PLANT (1989)
 CQ2588
 CQ2588                         *CURRENT SURVEY CONTROL
 CQ2588  ___________________________________________________________________
 CQ2588* NAD 83(1986)-  32 01 15.     (N)    092 16 09.     (W)     SCALED    
 CQ2588* NAVD 88     -        54.20   (+/-2cm)     177.8    (feet)  VERTCON   
 CQ2588  ___________________________________________________________________
 CQ2588  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ2588
 CQ2588  VERT ORDER  -  THIRD (See Below)
 CQ2588
 CQ2588.The horizontal coordinates were scaled from a topographic map and have
 CQ2588.an estimated accuracy of +/- 6 seconds.
 CQ2588
 CQ2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2588.The vertical order pertains to the NGVD 29 superseded value.
 CQ2588
 CQ2588.The geoid height was determined by GEOID03.
 CQ2588
 CQ2588;                    North         East    Units  Estimated Accuracy
 CQ2588;SPC LA N     -   168,650.    1,021,810.      MT  (+/- 180 meters Scaled)
 CQ2588
 CQ2588                          SUPERSEDED SURVEY CONTROL
 CQ2588
 CQ2588  NGVD 29 (??/??/??)   54.23   (m)          177.9    (f) RESET       3  
 CQ2588
 CQ2588.Superseded values are not recommended for survey control.
 CQ2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2588.See file dsdata.txt to determine how the superseded data were derived.
 CQ2588
 CQ2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR690429(NAD 83)
 CQ2588_MARKER: DZ = AZIMUTH MARK DISK
 CQ2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2588_STAMPING: OAKLAND NO 2 1941
 CQ2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2588+STABILITY: SURFACE MOTION
 CQ2588
 CQ2588  HISTORY     - Date     Condition        Report By
 CQ2588  HISTORY     - 1966     MONUMENTED       CGS
 CQ2588
 CQ2588                          STATION DESCRIPTION
 CQ2588
 CQ2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ2588'8.1 MI NW FROM KELLY.
 CQ2588'ABOUT 8.1 MILES WEST-NOTHWEST ALONG STATE HIGHWAY 506 FROM THE POST
 CQ2588'OFFICE AT KELLY, ON THE NORTH SLOPE OF THE FIRST GRADE NORTH OF
 CQ2588'TRIANGULATION STATION 'OAKLAND', 52.5 FEET SOUTH OF A POWER POLE,
 CQ2588'50.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 CQ2588'SOUTHWEST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 CQ2588'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2708 ***********************************************************************
 CQ2708  DESIGNATION -  OAKLAND LOOKOUT TOWER LFC
 CQ2708  PID         -  CQ2708
 CQ2708  STATE/COUNTY-  LA/UNION
 CQ2708  USGS QUAD   -  MARION WEST (1988)
 CQ2708
 CQ2708                         *CURRENT SURVEY CONTROL
 CQ2708  ___________________________________________________________________
 CQ2708* NAD 83(1992)-  32 59 47.80894(N)    092 20 58.16295(W)     ADJUSTED  
 CQ2708* NAVD 88     -                                                        
 CQ2708  ___________________________________________________________________
 CQ2708  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CQ2708  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ2708
 CQ2708  HORZ ORDER  -  THIRD
 CQ2708
 CQ2708.The horizontal coordinates were established by classical geodetic methods
 CQ2708.and adjusted by the National Geodetic Survey in September 1999..
 CQ2708
 CQ2708
 CQ2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2708
 CQ2708.The geoid height was determined by GEOID03.
 CQ2708
 CQ2708;                    North         East     Units Scale Factor Converg.
 CQ2708;SPC LA N     -   276,839.867 1,014,067.496   MT  1.00009190   +0 04 46.5
 CQ2708;SPC LA N     -   908,265.46  3,326,986.44   sFT  1.00009190   +0 04 46.5
 CQ2708;SPC AR S     -   436,652.411   367,335.230   MT  1.00008109   -0 11 44.2
 CQ2708;SPC AR S     - 1,432,583.79  1,205,165.67   sFT  1.00008109   -0 11 44.2
 CQ2708;UTM  15      - 3,651,099.405   560,770.818   MT  0.99964553   +0 21 15.4
 CQ2708
 CQ2708                          SUPERSEDED SURVEY CONTROL
 CQ2708
 CQ2708  NAD 83(1992)-  32 59 47.82065(N)    092 20 58.15698(W) AD(       ) 4
 CQ2708  NAD 83(1986)-  32 59 47.82166(N)    092 20 58.15469(W) AD(       ) 4
 CQ2708  NAD 27      -  32 59 47.35100(N)    092 20 57.64400(W) AD(       ) 3
 CQ2708
 CQ2708.Superseded values are not recommended for survey control.
 CQ2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2708.See file dsdata.txt to determine how the superseded data were derived.
 CQ2708
 CQ2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6077151099(NAD 83)
 CQ2708_MARKER: 57 = LOOKOUT TOWER
 CQ2708
 CQ2708  HISTORY     - Date     Condition        Report By
 CQ2708  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2708
 CQ2708                          STATION DESCRIPTION
 CQ2708
 CQ2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2708'THE TOWER IS 10 MILES WEST OF HUTTIG, 9 MILES NORTHWEST OF
 CQ2708'MARION AND 8 MILES SOUTH OF STRONG.
 CQ2708'
 CQ2708'THE STEEL FRAMEWORK OF THE TOWER SUPPORTS A 6 X 6 FOOT CABIN.
 CQ2708'THE TOWER IS ABOUT 110 FEET HIGH AND THE POINT INTERSECTED
 CQ2708'WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2710 ***********************************************************************
 CQ2710  DESIGNATION -  OAKLAND MID VALLEY PLINE E MST
 CQ2710  PID         -  CQ2710
 CQ2710  STATE/COUNTY-  LA/UNION
 CQ2710  USGS QUAD   -  MARION WEST (1988)
 CQ2710
 CQ2710                         *CURRENT SURVEY CONTROL
 CQ2710  ___________________________________________________________________
 CQ2710* NAD 83(1992)-  32 59 35.54748(N)    092 20 37.52373(W)     ADJUSTED  
 CQ2710* NAVD 88     -                                                        
 CQ2710  ___________________________________________________________________
 CQ2710  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CQ2710  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ2710
 CQ2710  HORZ ORDER  -  THIRD
 CQ2710
 CQ2710.The horizontal coordinates were established by classical geodetic methods
 CQ2710.and adjusted by the National Geodetic Survey in September 1999..
 CQ2710
 CQ2710
 CQ2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2710
 CQ2710.The geoid height was determined by GEOID03.
 CQ2710
 CQ2710;                    North         East     Units Scale Factor Converg.
 CQ2710;SPC LA N     -   276,462.856 1,014,603.888   MT  1.00009078   +0 04 57.4
 CQ2710;SPC LA N     -   907,028.55  3,328,746.26   sFT  1.00009078   +0 04 57.4
 CQ2710;SPC AR S     -   436,272.832   367,869.801   MT  1.00008216   -0 11 32.6
 CQ2710;SPC AR S     - 1,431,338.45  1,206,919.51   sFT  1.00008216   -0 11 32.6
 CQ2710;UTM  15      - 3,650,725.137   561,308.772   MT  0.99964634   +0 21 26.5
 CQ2710
 CQ2710                          SUPERSEDED SURVEY CONTROL
 CQ2710
 CQ2710  NAD 83(1992)-  32 59 35.55856(N)    092 20 37.51816(W) AD(       ) 4
 CQ2710  NAD 83(1986)-  32 59 35.56020(N)    092 20 37.51540(W) AD(       ) 4
 CQ2710  NAD 27      -  32 59 35.08900(N)    092 20 37.00500(W) AD(       ) 3
 CQ2710
 CQ2710.Superseded values are not recommended for survey control.
 CQ2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2710.See file dsdata.txt to determine how the superseded data were derived.
 CQ2710
 CQ2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6130950725(NAD 83)
 CQ2710_MARKER: 44 = MICROWAVE MAST
 CQ2710
 CQ2710  HISTORY     - Date     Condition        Report By
 CQ2710  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2710
 CQ2710                          STATION DESCRIPTION
 CQ2710
 CQ2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2710'THE MAST IS ABOUT 9 MILES NORTHWEST OF MARION, 15 MILES
 CQ2710'EAST OF SPEARSVILLE, 9 MILES SOUTH OF STRONG AND 0.25 MILE
 CQ2710'SOUTHWEST OF OAKLAND STORE AND POST OFFICE.
 CQ2710'
 CQ2710'THE STRUCTURE CONSISTS OF TWO TRIANGULAR STRUCTURAL STEEL
 CQ2710'MASTS 200 FEET HIGH, SPACED APPROXIMATELY 8 FEET APART.  THEY
 CQ2710'ARE CONNECTED NEAR THE TOP BY A STEEL GRID ANTENNA.  ALTERNATE
 CQ2710'SECTIONS ARE PAINTED RED AND WHITE.  THE POINT OBSERVED WAS
 CQ2710'THE APEX OF THE EAST MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2586 ***********************************************************************
 CQ2586  DESIGNATION -  OAKLAND RM 3
 CQ2586  PID         -  CQ2586
 CQ2586  STATE/COUNTY-  LA/CALDWELL
 CQ2586  USGS QUAD   -  COTTON PLANT (1989)
 CQ2586
 CQ2586                         *CURRENT SURVEY CONTROL
 CQ2586  ___________________________________________________________________
 CQ2586* NAD 83(1986)-  32 00 59.     (N)    092 15 56.     (W)     SCALED    
 CQ2586* NAVD 88     -        58.55   (+/-2cm)     192.1    (feet)  VERTCON   
 CQ2586  ___________________________________________________________________
 CQ2586  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ2586
 CQ2586  VERT ORDER  -  THIRD (See Below)
 CQ2586
 CQ2586.The horizontal coordinates were scaled from a topographic map and have
 CQ2586.an estimated accuracy of +/- 6 seconds.
 CQ2586
 CQ2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2586.The vertical order pertains to the NGVD 29 superseded value.
 CQ2586
 CQ2586.The geoid height was determined by GEOID03.
 CQ2586
 CQ2586;                    North         East    Units  Estimated Accuracy
 CQ2586;SPC LA N     -   168,150.    1,022,150.      MT  (+/- 180 meters Scaled)
 CQ2586
 CQ2586                          SUPERSEDED SURVEY CONTROL
 CQ2586
 CQ2586  NGVD 29 (??/??/??)   58.57   (m)          192.2    (f) RESET       3  
 CQ2586
 CQ2586.Superseded values are not recommended for survey control.
 CQ2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2586.See file dsdata.txt to determine how the superseded data were derived.
 CQ2586
 CQ2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR693424(NAD 83)
 CQ2586_MARKER: DR = REFERENCE MARK DISK
 CQ2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2586_STAMPING: OAKLAND NO 3 1941
 CQ2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2586+STABILITY: SURFACE MOTION
 CQ2586
 CQ2586  HISTORY     - Date     Condition        Report By
 CQ2586  HISTORY     - 1966     MONUMENTED       CGS
 CQ2586
 CQ2586                          STATION DESCRIPTION
 CQ2586
 CQ2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ2586'7.7 MI NW FROM KELLY.
 CQ2586'THIS MARK IS AT THE 'OAKLAND 1941' TRIANGULATION STATION SITE, ABOUT
 CQ2586'7.7 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 506 FROM THE POST
 CQ2586'OFFICE IN KELLY, 138.5 FEET SOUTH OF A POWER POLE, 260 FEET NORTH OF
 CQ2586'A POINT UNDER A POWER LINE LEADING WEST, 47 FEET WEST OF THE CENTER-
 CQ2586'LINE OF THE HIGHWAY AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A
 CQ2586'STANDARD REFERENCE MARK DISK, STAMPED 'OAKLAND NO 3 1941', SET IN TOP
 CQ2586'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2587 ***********************************************************************
 CQ2587  DESIGNATION -  OAKLAND RM 4
 CQ2587  PID         -  CQ2587
 CQ2587  STATE/COUNTY-  LA/CALDWELL
 CQ2587  USGS QUAD   -  COTTON PLANT (1989)
 CQ2587
 CQ2587                         *CURRENT SURVEY CONTROL
 CQ2587  ___________________________________________________________________
 CQ2587* NAD 83(1986)-  32 00 59.     (N)    092 15 56.     (W)     SCALED    
 CQ2587* NAVD 88     -        57.20   (+/-2cm)     187.7    (feet)  VERTCON   
 CQ2587  ___________________________________________________________________
 CQ2587  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ2587
 CQ2587  VERT ORDER  -  THIRD (See Below)
 CQ2587
 CQ2587.The horizontal coordinates were scaled from a topographic map and have
 CQ2587.an estimated accuracy of +/- 6 seconds.
 CQ2587
 CQ2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2587.The vertical order pertains to the NGVD 29 superseded value.
 CQ2587
 CQ2587.The geoid height was determined by GEOID03.
 CQ2587
 CQ2587;                    North         East    Units  Estimated Accuracy
 CQ2587;SPC LA N     -   168,150.    1,022,150.      MT  (+/- 180 meters Scaled)
 CQ2587
 CQ2587                          SUPERSEDED SURVEY CONTROL
 CQ2587
 CQ2587  NGVD 29 (??/??/??)   57.22   (m)          187.7    (f) RESET       3  
 CQ2587
 CQ2587.Superseded values are not recommended for survey control.
 CQ2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2587.See file dsdata.txt to determine how the superseded data were derived.
 CQ2587
 CQ2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR693424(NAD 83)
 CQ2587_MARKER: DR = REFERENCE MARK DISK
 CQ2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2587_STAMPING: OAKLAND NO 4 1941
 CQ2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2587+STABILITY: SURFACE MOTION
 CQ2587
 CQ2587  HISTORY     - Date     Condition        Report By
 CQ2587  HISTORY     - 1966     MONUMENTED       CGS
 CQ2587
 CQ2587                          STATION DESCRIPTION
 CQ2587
 CQ2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ2587'7.7 MI NW FROM KELLY.
 CQ2587'THIS MARK IS AT THE 'OAKLAND 1941' TRIANGULATION STATION SITE, ABOUT
 CQ2587'7.7 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 506 FROM THE POST
 CQ2587'OFFICE IN KELLY, 122.5 FEET EAST OF A POWER POLE, 106.9 FEET NORTH-
 CQ2587'NORTHWEST OF STATION 'OAKLAND 1941', 77 FEET EAST OF THE CENTERLINE
 CQ2587'OF STATE HIGHWAY 506, 13.5 FEET NORTH OF THE CENTERLINE OF A WOODS
 CQ2587'LOGGING ROAD, 5 FEET SOUTHWEST OF A FORKED TREE AND 1 FOOT EAST OF
 CQ2587'A METAL WITNESS POST. IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 CQ2587''OAKLAND NO 4 1941', SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ2587'1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2797 ***********************************************************************
 CQ2797  DESIGNATION -  OAKLAND RM 5
 CQ2797  PID         -  CQ2797
 CQ2797  STATE/COUNTY-  LA/CALDWELL
 CQ2797  USGS QUAD   -  COTTON PLANT (1989)
 CQ2797
 CQ2797                         *CURRENT SURVEY CONTROL
 CQ2797  ___________________________________________________________________
 CQ2797* NAD 83(1992)-  32 01 00.07770(N)    092 15 55.87503(W)     ADJUSTED  
 CQ2797* NAVD 88     -        59.55   (+/-2cm)     195.4    (feet)  VERTCON   
 CQ2797  ___________________________________________________________________
 CQ2797  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CQ2797  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ2797
 CQ2797  HORZ ORDER  -  FIRST
 CQ2797  VERT ORDER  -  THIRD ? (See Below)
 CQ2797
 CQ2797.The horizontal coordinates were established by classical geodetic methods
 CQ2797.and adjusted by the National Geodetic Survey in January 1993..
 CQ2797
 CQ2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2797.The vertical order pertains to the NGVD 29 superseded value.
 CQ2797
 CQ2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2797
 CQ2797.The geoid height was determined by GEOID03.
 CQ2797
 CQ2797;                    North         East     Units Scale Factor Converg.
 CQ2797;SPC LA N     -   168,186.742 1,022,150.785   MT  0.99991623   +0 07 26.3
 CQ2797;SPC LA N     -   551,792.67  3,353,506.37   sFT  0.99991623   +0 07 26.3
 CQ2797;UTM  15      - 3,542,521.177   569,363.752   MT  0.99965933   +0 23 21.9
 CQ2797
 CQ2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2797!SPC LA N     -   0.99999466  x   0.99991623  =   0.99991089
 CQ2797!UTM  15      -   0.99999466  x   0.99965933  =   0.99965399
 CQ2797
 CQ2797:                Primary Azimuth Mark                     Grid Az
 CQ2797:SPC LA N     -  MT PLEASANT LOT                          036 52 21.5
 CQ2797:UTM  15      -  MT PLEASANT LOT                          036 36 25.9
 CQ2797
 CQ2797|---------------------------------------------------------------------|
 CQ2797| PID    Reference Object                     Distance      Geod. Az  |
 CQ2797|                                                           dddmmss.s |
 CQ2797| CQ2789 MT PLEASANT LOT                     APPROX.14.7 KM 0365947.8 |
 CQ2797| CQ2586 OAKLAND RM 3                         58.223 METERS 04632     |
 CQ2797| CQ2787 CLARKS MUNICIPAL TANK               APPROX.11.9 KM 0821511.8 |
 CQ2797| CQ2782 CLARKS TRUNKLINE M WAVE KKE 68      APPROX.13.8 KM 0930136.2 |
 CQ2797| BX2557 CLARKS AT T MICROWAVE TGP 67        APPROX.10.8 KM 1004645.5 |
 CQ2797| CQ2475 OAKLAND                              26.051 METERS 21638     |
 CQ2797| CQ2800 TREMONT                             APPROX.17.4 KM 2760844.5 |
 CQ2797| CQ2587 OAKLAND RM 4                         33.059 METERS 29025     |
 CQ2797|---------------------------------------------------------------------|
 CQ2797
 CQ2797                          SUPERSEDED SURVEY CONTROL
 CQ2797
 CQ2797  NAD 83(1986)-  32 01 00.09205(N)    092 15 55.86698(W) AD(       ) 1
 CQ2797  NAD 27      -  32 00 59.51327(N)    092 15 55.36328(W) AD(       ) 1
 CQ2797  NGVD 29 (07/19/86)   59.57   (m)          195.4    (f) LEVELING    3  
 CQ2797
 CQ2797.Superseded values are not recommended for survey control.
 CQ2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2797.See file dsdata.txt to determine how the superseded data were derived.
 CQ2797
 CQ2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6936442521(NAD 83)
 CQ2797_MARKER: DR = REFERENCE MARK DISK
 CQ2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2797
 CQ2797  HISTORY     - Date     Condition        Report By
 CQ2797  HISTORY     - 1971     MONUMENTED       NGS
 CQ2797
 CQ2797                          STATION DESCRIPTION
 CQ2797
 CQ2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2797'THE STATION IS LOCATED 12 MILES SOUTHWEST OF COLUMBIA, 7-1/2 MILES
 CQ2797'WEST-SOUTHWEST OF CLARKS, AND 6 MILES WEST-NORTHWEST OF KELLY,
 CQ2797'IN THE SOUTHEAST QUARTER OF SECTION 16, T 12 N, R 2 E, ON
 CQ2797'TIMBERED LAND OWNED BY THE OLINKRAFT INC, MR. A.B. SMITH,
 CQ2797'FORESTERY MANAGER, POST OFFICE BOX 488, WEST MONROE, LOUISIANA,
 CQ2797'71291.
 CQ2797'
 CQ2797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 CQ2797'STATE HIGHWAY 506, ABOUT 10 MILES SOUTH OF COLUMBIA, GO WEST ON
 CQ2797'HIGHWAY 506 FOR 0.95 MILE TO THE POST OFFICE IN KELLY.  CONTINUE
 CQ2797'WESTERLY ON HIGHWAY 506 FOR 7.7 MILES TO A ROAD FORK.  BEAR LEFT
 CQ2797'AND CONTINUE WESTERLY ON THE HIGHWAY FOR 0.45 MILE TO A LOGGING
 CQ2797'ROAD, AND THE STATION ON THE RIGHT.
 CQ2797'
 CQ2797'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 CQ2797'OAKLAND NO 5 1941 1971.  THE SURFACE DISK IS SET IN THE TOP OF A
 CQ2797'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 CQ2797'THE GROUND SURFACE.  IT IS 145.5 FEET NORTHEAST OF THE CENTER OF
 CQ2797'HIGHWAY 506, 58 FEET SOUTHEAST OF THE CENTER OF THE LOGGING
 CQ2797'ROAD, 55.5 FEET EAST OF AN 18-INCH PINE TREE AND 5.5 FEET
 CQ2797'WEST-SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 CQ2797'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CQ2797'SURFACE OF THE GROUND.
 CQ2797'
 CQ2797'REFERENCE MARK 3 IS A STANDARD DISK STAMPED OAKLAND NO 3 1941,
 CQ2797'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2797'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 44.5 FEET
 CQ2797'SOUTHWEST OF THE CENTER OF HIGHWAY 506, 7.5 FEET NORTH-NORTHWEST
 CQ2797'OF AN 8-INCH PINE TREE AND 1.5 FEET SOUTH-SOUTHWEST OF A METAL
 CQ2797'WITNESS POST.
 CQ2797'
 CQ2797'REFERENCE MARK 4 IS A STANDARD DISK STAMPED OAKLAND NO 4 1941,
 CQ2797'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CQ2797'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 83 FEET
 CQ2797'NORTHEAST OF THE CENTER OF HIGHWAY 506, 58 FEET NORTHWEST OF THE
 CQ2797'18-INCH PINE TREE, 15 FEET SOUTHEAST OF A 12-INCH OAK TREE, 14
 CQ2797'FEET NORTHWEST OF THE CENTER OF THE LOGGING ROAD AND 1.2
 CQ2797'FEET NORTHEAST OF A METAL WITNESS POST.
 CQ2797'
 CQ2797'THE 1941 STATION MARK IS A STANDARD STATION MARK DISK STAMPED
 CQ2797'OAKLAND 1941, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CQ2797'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ2797'63 FEET NORTHEAST OF THE CENTER OF HIGHWAY 506, 37 FEET WEST OF
 CQ2797'A 10-INCH PINE TREE AND 1 FOOT EAST-NORTHEAST OF A METAL
 CQ2797'WITNESS POST.
 CQ2797'
 CQ2797'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OAKLAND NO 2 1941,
 CQ2797'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2797'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET SOUTH
 CQ2797'OF A POWER POLE, 48.5 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 CQ2797'506, 18 FEET NORTHEAST OF A 10-INCH PINE TREE AND 1.5 FEET
 CQ2797'SOUTHWEST OF A METAL WITNESS POST.
 CQ2797'
 CQ2797'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 CQ2797'HIGHWAY 506 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CQ2797'
 CQ2797'NOTE--THE AZIMUTH MARK IS OBSTRUCTED BY TREES AT THIS TIME.
 CQ2797'
 CQ2797'ALL MARKS EXCEPT THE TRAVERSE DISTANCE WERE MEASURED WITH A
 CQ2797'300 FEET TAPE, PULLING 10 KG TAPE TENSION.
 CQ2797'
 CQ2797'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2415 ***********************************************************************
 AU2415  DESIGNATION -  OAKLAWN
 AU2415  PID         -  AU2415
 AU2415  STATE/COUNTY-  LA/ST MARY
 AU2415  USGS QUAD   -  CENTERVILLE (1994)
 AU2415
 AU2415                         *CURRENT SURVEY CONTROL
 AU2415  ___________________________________________________________________
 AU2415* NAD 83(1992)-  29 50 07.49962(N)    091 27 23.60764(W)     ADJUSTED  
 AU2415* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU2415  **This station is located in a subsidence area (see below).
 AU2415  ___________________________________________________________________
 AU2415  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU2415  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AU2415
 AU2415  HORZ ORDER  -  FIRST
 AU2415
 AU2415.The horizontal coordinates were established by classical geodetic methods
 AU2415.and adjusted by the National Geodetic Survey in January 1993..
 AU2415
 AU2415 ** The orthometric height has not been validated since last determined
 AU2415 ** by differential leveling and should not be used for control purposes.
 AU2415 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2415 ** area with valid NAVD 88 orthometric heights.
 AU2415 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2415 ** epoch indicated which incorporates improved geoid heights for the
 AU2415 ** Southern Louisiana Subsidence area.
 AU2415 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2415.The orthometric height was scaled from a topographic map.
 AU2415
 AU2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2415
 AU2415.The geoid height was determined by GEOID03.
 AU2415
 AU2415;                    North         East     Units Scale Factor Converg.
 AU2415;SPC LA S     -   148,029.897   988,091.809   MT  0.99992989   -0 03 41.8
 AU2415;SPC LA S     -   485,661.42  3,241,764.54   sFT  0.99992989   -0 03 41.8
 AU2415;UTM  15      - 3,301,547.779   649,115.638   MT  0.99987435   +0 46 04.9
 AU2415
 AU2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2415!SPC LA S     -   1.00000348  x   0.99992989  =   0.99993337
 AU2415!UTM  15      -   1.00000348  x   0.99987435  =   0.99987783
 AU2415
 AU2415:                Primary Azimuth Mark                     Grid Az
 AU2415:SPC LA S     -  OAKLAWN SOUTH COAST MILL TANK            010 05 57.0
 AU2415:UTM  15      -  OAKLAWN SOUTH COAST MILL TANK            009 16 10.3
 AU2415
 AU2415|---------------------------------------------------------------------|
 AU2415| PID    Reference Object                     Distance      Geod. Az  |
 AU2415|                                                           dddmmss.s |
 AU2415| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX. 0.9 KM 0100215.2 |
 AU2415| AU2413 GERMANIA                            APPROX. 8.8 KM 1553524.7 |
 AU2415| AU2409 ALICE J W FOSTER SUGAR MILL TK      APPROX. 7.6 KM 1963728.6 |
 AU2415| CW1085 OAKLAWN RM 1                         28.310 METERS 19753     |
 AU2415| AU2410 FRANKLIN CH DOME TIP OF STATUE      APPROX. 6.4 KM 2203505.6 |
 AU2415| AU2527 FRANKLIN MUN STANDPIPE              APPROX. 6.5 KM 2241926.2 |
 AU2415| AU2526 FRANKLIN ST JOHNS CH S DOME         APPROX. 6.2 KM 2243825.0 |
 AU2415| AU2525 FRANKLIN ST JOHNS CH N DOME         APPROX. 6.2 KM 2244410.8 |
 AU2415| AU2411 FRANKLIN STERLING MILL TANK         APPROX. 4.9 KM 2253639.9 |
 AU2415| CW1087 OAKLAWN RM 3                         30.288 METERS 29158     |
 AU2415| CW1084 OAKLAND MANOR WATER TANK                           3265430.7 |
 AU2415| CW1086 OAKLAWN RM 2                                       32746     |
 AU2415| CW1088 OAKLAWN SPIRE COLORED CH                           3312246.1 |
 AU2415|---------------------------------------------------------------------|
 AU2415
 AU2415                          SUPERSEDED SURVEY CONTROL
 AU2415
 AU2415  NAD 83(1986)-  29 50 07.52016(N)    091 27 23.60213(W) AD(       ) 1
 AU2415  NAD 27      -  29 50 06.78095(N)    091 27 23.20989(W) AD(       ) 1
 AU2415
 AU2415.Superseded values are not recommended for survey control.
 AU2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2415.See file dsdata.txt to determine how the superseded data were derived.
 AU2415
 AU2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4911601548(NAD 83)
 AU2415_MARKER: DS = TRIANGULATION STATION DISK
 AU2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2415
 AU2415  HISTORY     - Date     Condition        Report By
 AU2415  HISTORY     - 1931     MONUMENTED       CGS
 AU2415  HISTORY     - 1935     GOOD             CGS
 AU2415  HISTORY     - 1937     GOOD             LAGS
 AU2415  HISTORY     - 1948     GOOD             CGS
 AU2415  HISTORY     - 1957     GOOD             CGS
 AU2415  HISTORY     - 1972     GOOD             LADTD
 AU2415
 AU2415                          STATION DESCRIPTION
 AU2415
 AU2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2415'ABOUT 4 MILES NE OF FRANKLIN, ON S BANK OF BAYOU TECHE, ON
 AU2415'OAKLAWN PLANTATION OWNED BY THE SOUTH COAST COMPANY.  TO
 AU2415'REACH FROM FRANKLIN GO BY U.S. HIGHWAY 90, W ABOUT 1/2 MILE
 AU2415'TO POINT WHERE PAVEMENT TURNS LEFT AT FRANKLIN TOURIST COTTAGES
 AU2415'AND A SHELL ROAD LEADS RIGHT.  A SIGN STERLING AND OAKLAWN
 AU2415'MANOR IS AT THIS POINT.  FOLLOW THE SHELL ROAD 4.9 MILES TO
 AU2415'STATION, WHICH IS ABOUT 100 YARDS NW OF A CROSSING OF MISSOURI
 AU2415'PACIFIC RAILROAD, IN S CORNER OF YARD OF FIRST TENANT HOUSE
 AU2415'NW OF RAILROAD, 40 FEET N OF CENTER OF THE ROAD, 18.5 FEET
 AU2415'N OF A FENCE, 30 YARDS S OF HOUSE, 40 YARDS NW OF A 4-FOOT
 AU2415'OAK TREE, 11 PACES NW OF GATE ENTERING YARD, AND 0.35 MILE
 AU2415'SE OF A CROSS ROAD AT WHICH IS LOCATED THE OFFICE OF THE
 AU2415'SOUTH COAST COMPANY.  SURFACE AND UNDERGROUND MARKS ARE
 AU2415'STANDARD STATION DISKS SET IN THE TOP OF SQUARE BLOCKS
 AU2415'OR POSTS OF CONCRETE.  UPPER MARK PROJECTS 6 INCHES.
 AU2415'REFERENCE MARKS ARE STANDARD REFERENCE DISKS SET IN THE TOP
 AU2415'OF SQUARE BLOCKS OR POSTS OF CONCRETE.  NO. 1 IS ABOUT
 AU2415'0.35 MILE SE OF CROSS ROAD MENTIONED ABOVE, ABOUT 90
 AU2415'YARDS NW OF RAILROAD CROSSING, NEAR BASE OF THIRD POLE FROM
 AU2415'RAILROAD CROSSING OF TELEPHONE LINE, 6 FEET S OF A
 AU2415'DITCH, AND 92.90 FEET FROM STATION.
 AU2415'NO. 2 IS NEAR EIGHTH TELEPHONE POLE FROM
 AU2415'RAILROAD CROSSING, S OF A ROAD, 100 YARDS E OF CROSS
 AU2415'ROAD MENTIONED ABOVE, AND 458 PACES FROM STATION.
 AU2415'THE FOLLOWING BEARINGS
 AU2415'ARE FROM STATION--OAKLAWN MANOR, WATER TANK, N 33 DEG 06 MIN W
 AU2415'CHURCH SPIRE ABOUT 1/2 MILE DISTANT, N 28 DEG 37 MIN W.
 AU2415
 AU2415                          STATION RECOVERY (1935)
 AU2415
 AU2415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2415'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 AU2415'ABOUT 4 MILES NE OF FRANKLIN, ON THE S BANK OF BAYOU TECHE,
 AU2415'ON OAKLAWN PLANTATION OWNED BY THE SOUTH COAST COMPANY.  ABOUT
 AU2415'100 YARDS NW OF MISSOURI PACIFIC RAILWAY IN S CORNER OF YARD
 AU2415'OF FIRST HOUSE NE OF RAILROAD.  43 FEET ENE OF CENTER LINE
 AU2415'OF GRAVEL ROAD.  87 FEET S OF SW CORNER OF HOUSE.  23 FEET
 AU2415'E OF STEEL BAR CATTLE CROSSING INTO YARD.  120 FEET NW
 AU2415'OF 4-FOOT OAK TREE.  SURFACE AND UNDERGROUND MARKS ARE
 AU2415'STANDARD BRONZE DISKS SET IN THE TOP OF SQUARE BLOCKS OR POSTS
 AU2415'OF CONCRETE.  THE MARK PROJECTS 4 INCHES.
 AU2415'
 AU2415'REFERENCE MARK NO. 1 IS 92.88 FEET S OF STATION, AT BASE
 AU2415'OF THIRD TELEPHONE POLE FROM RAILROAD.  6 FEET S ON A FARM ROAD
 AU2415'DITCH.  24 FEET SW OF CENTER LINE OF GRAVEL ROAD.  THE MARK
 AU2415'IS FLUSH AND SET IN THE TOP OF A SQUARE BLOCK OR POST OF
 AU2415'CONCRETE.
 AU2415'
 AU2415'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2415'TOP OF A SQUARE BLOCK OR POST OF CONCRETE.  THE MARK IS FLUSH.
 AU2415'MARK IS ABOUT 0.25 MILE NW OF STATION AT BASE OF EIGHTH
 AU2415'TELEPHONE POLE NW OF STATION.  100 YARDS E OF CROSS ROAD
 AU2415'AND FILLING STATION.  20 FEET SW OF CENTER LINE OF GRAVEL
 AU2415'ROAD.
 AU2415'
 AU2415'REFERENCE MARK NO. 3 WAS SET AT THIS TIME AND STAMPED 1935,
 AU2415'99.37 FEET WNW OF STATION IN RIGHT-OF-WAY OF GRAVEL ROAD,
 AU2415'ACROSS ROAD FROM A.J. HAWKS HOUSE.  THE MARK PROJECTS 4 INCHES
 AU2415'AND IS A STANDARD BRONZE DISK SET IN THE TOP OF A SQUARE
 AU2415'BLOCK OR POST OF CONCRETE.
 AU2415'
 AU2415'A LIGHT 100 FEET ABOVE STATION GERMANIA 1931 COMES INTO
 AU2415'VIEW 77 FEET ABOVE THIS STATION.
 AU2415'
 AU2415'A LIGHT 126 FEET ABOVE STATION PALMETTO COMES INTO VIEW
 AU2415'90 FEET ABOVE THIS STATION.
 AU2415'
 AU2415'A LIGHT 126 FEET ABOVE STATION ST. MARTIN WAS OBSTRUCTED
 AU2415'AND A 116-FOOT TOWER REQUIRED TO CLEAR.  THE LIGHT WAS OBSERVED
 AU2415'THROUGH TREES.
 AU2415'
 AU2415'TO REACH STATION FROM FRANKLIN GO W ON U.S. HIGHWAY 90, 0.1
 AU2415'MILE FROM CITY LIMITS TO POINT WHERE HIGHWAY TURNS LEFT AT
 AU2415'FRANKLIN TOURIST COTTAGES AND A SHELL ROAD TURNS RIGHT.  FOLLOW
 AU2415'THE SHELL AND GRAVEL ROAD ALONG THE S AND W BANK OF BAYOU
 AU2415'TECHE 4.9 MILES TO STATION ON RIGHT.
 AU2415'
 AU2415'NOTE--REFERENCE MARK NO. 2 FAILED TO CHECK THE OLD DIRECTION
 AU2415'26.5 SECONDS.
 AU2415
 AU2415                          STATION RECOVERY (1937)
 AU2415
 AU2415'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 AU2415'DESCRIPTION CORRECT EXCEPT MARK IS IN S CORNER OF YARD OF
 AU2415'SECOND TENANT HOUSE NW OF RAILROAD AND 123 FEET NW OF NW
 AU2415'CORNER OF FIRST TENANT HOUSE NW OF RAILROAD.
 AU2415'
 AU2415'NOTE--FIRST TENANT HOUSE HAS JUST BEEN COMPLETED.
 AU2415
 AU2415                          STATION RECOVERY (1948)
 AU2415
 AU2415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2415'STATION AND R.M.S 1 AND 3 RECOVERED.  R.M. 2 WAS NOT FOUND
 AU2415'BUT PROBABLY STILL EXISTS.  R.M. 1 IS SLIGHTLY LOOSE IN THE
 AU2415'GROUND.
 AU2415'
 AU2415'REVISED DESCRIPTION OF STATION IS AS FOLLOWS--
 AU2415'
 AU2415'STATION IS IN YARD BETWEEN FIRST AND SECOND HOUSES N OF
 AU2415'RAILROAD, 39.5 FEET ENE OF CENTER LINE OF ROAD, 19.5 FEET
 AU2415'E OF YARD FENCE, 81.2 FEET S OF S CORNER OF SECOND HOUSE
 AU2415'(RESIDENCE OF A.J. HAWK), AND 116 FEET N OF 48-INCH OAK
 AU2415'TREE IN FRONT YARD OF FIRST HOUSE N OF RAILROAD.
 AU2415'
 AU2415'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 AU2415'PROJECTS 3 INCHES ABOVE GROUND.
 AU2415'
 AU2415'R.M. 1 IS 2.6 FEET WSW OF CENTER LINE OF GRAVEL ROAD, 20 FEET
 AU2415'NNW OF CENTER OF FIELD ROAD, 64 FEET W OF 48-INCH OAK TREE
 AU2415'MENTIONED ABOVE.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE
 AU2415'AND PROJECTS 12 INCHES ABOVE GROUND.
 AU2415'
 AU2415'R.M. 3 IS 22 FEET WSW OF CENTER LINE OF ROAD, 50 FEET WSW
 AU2415'OF 30-INCH CHINABERRY TREE IN S CORNER OF THE HAWK FRONT
 AU2415'YARD, AND 2 FEET SSE OF THE EXTENSION OF THE SSE EDGE OF
 AU2415'CONCRETE WALK LEADING TO THE HAWK HOUSE.  IT IS A BRONZE
 AU2415'REFERENCE DISK SET IN CONCRETE AND IS 3 INCHES BELOW THE
 AU2415'SURFACE.  DISK IS STAMPED OAKLAWN NO 3 1935.
 AU2415
 AU2415                          STATION RECOVERY (1957)
 AU2415
 AU2415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2415'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1, 2
 AU2415'AND 3 WERE FOUND OUT OF THE GROUND AND LYING IN A DITCH.
 AU2415'TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE NEW DESCRIPTION
 AU2415'FOLLOWS--
 AU2415'
 AU2415'STATION IS A STANDARD DISK STAMPED OAKLAWN 1931 IN THE TOP
 AU2415'OF A 10-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 AU2415'GROUND.  IT IS IN YARD BETWEEN THE FIRST AND SECOND HOUSES
 AU2415'NORTH OF THE RAILROAD CROSSING, 116 FT. NORTH OF 48-INCH OAK
 AU2415'TREE IN YARD OF THE FIRST HOUSE, 81.2 FT. SOUTH OF THE SOUTH
 AU2415'CORNER OF SECOND HOUSE AND 39.5 FT. EAST-NORTHEAST OF THE
 AU2415'CENTERLINE OF THE ROAD.
 AU2415'
 AU2415'REFERENCE MARK 4 IS A STANDARD DISK STAMPED OAKLAWN NO 4
 AU2415'1931 IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 AU2415'3 INCHES.  IT IS 130 FT. NORTHEAST OF THE CENTERLINE OF ROAD
 AU2415'AND 3 FT. SOUTHEAST OF THE SOUTHWEST CORNER OF A GARAGE.
 AU2415'
 AU2415'REFERENCE MARK 5 IS A STANDARD DISK STAMPED OAKLAWN NO 5 1931
 AU2415'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 AU2415'IT IS 35 FT. NORTHEAST OF CENTERLINE OF THE ROAD AND 6 FT.
 AU2415'NORTHWEST OF TELEPHONE GUY WIRE POLE.
 AU2415'
 AU2415'TO REACH FROM THE COURTHOUSE IN FRANKLIN, GO WEST ON U.S.
 AU2415'HWY 90 0.5 MILE TO A CEMETERY ON RIGHT.  TURN NORTH (RIGHT)
 AU2415'AND GO 4.9 MILES TO STATION ABOUT 100 YARDS EAST OF A RAILROAD
 AU2415'CROSSING.
 AU2415'
 AU2415'THERE ARE NO TRIANGULATION STATIONS VISIBLE FROM THE GROUND.
 AU2415
 AU2415                          STATION RECOVERY (1972)
 AU2415
 AU2415'RECOVERY NOTE BY LA TRANSP AND DEV 1972 (GD)
 AU2415'OAKLAWN 1931-GOOD
 AU2415'
 AU2415'LATEST DESCRIPTION IS ACCURATE EXCEPT THAT THE SECOND HOUSE
 AU2415'NORTH OF THE R.R. CROSSING HAS BEEN TORN DOWN.  R.M. 5 WAS
 AU2415'ALSO RECOVERED IN GOOD CONDITION.  WE DID NOT LOCATE R.M. 4,
 AU2415'BUT IT IS PROBABLY THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2412 ***********************************************************************
 AU2412  DESIGNATION -  OAKLAWN SOUTH COAST MILL TANK
 AU2412  PID         -  AU2412
 AU2412  STATE/COUNTY-  LA/ST MARY
 AU2412  USGS QUAD   -  CENTERVILLE (1994)
 AU2412
 AU2412                         *CURRENT SURVEY CONTROL
 AU2412  ___________________________________________________________________
 AU2412* NAD 83(1992)-  29 50 37.22760(N)    091 27 17.57181(W)     ADJUSTED  
 AU2412* NAVD 88     -                                                        
 AU2412  **This station is located in a subsidence area (see below).
 AU2412  ___________________________________________________________________
 AU2412  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU2412  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AU2412
 AU2412  HORZ ORDER  -  THIRD
 AU2412
 AU2412.The horizontal coordinates were established by classical geodetic methods
 AU2412.and adjusted by the National Geodetic Survey in January 1993..
 AU2412
 AU2412 ** The orthometric height has not been validated since last determined
 AU2412 ** by differential leveling and should not be used for control purposes.
 AU2412 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2412 ** area with valid NAVD 88 orthometric heights.
 AU2412 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2412 ** epoch indicated which incorporates improved geoid heights for the
 AU2412 ** Southern Louisiana Subsidence area.
 AU2412 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2412
 AU2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2412
 AU2412.The geoid height was determined by GEOID03.
 AU2412
 AU2412;                    North         East     Units Scale Factor Converg.
 AU2412;SPC LA S     -   148,945.031   988,254.805   MT  0.99992949   -0 03 38.8
 AU2412;SPC LA S     -   488,663.82  3,242,299.31   sFT  0.99992949   -0 03 38.8
 AU2412;UTM  15      - 3,302,465.127   649,265.357   MT  0.99987490   +0 46 08.6
 AU2412
 AU2412                          SUPERSEDED SURVEY CONTROL
 AU2412
 AU2412  NAD 83(1986)-  29 50 37.24907(N)    091 27 17.56595(W) AD(       ) 4
 AU2412  NAD 27      -  29 50 36.51172(N)    091 27 17.17428(W) AD(       ) 3
 AU2412
 AU2412.Superseded values are not recommended for survey control.
 AU2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2412.See file dsdata.txt to determine how the superseded data were derived.
 AU2412
 AU2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4926502465(NAD 83)
 AU2412_MARKER: 53 = ELEVATED TANK
 AU2412
 AU2412  HISTORY     - Date     Condition        Report By
 AU2412  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2412  HISTORY     - 1948     GOOD             CGS
 AU2412  HISTORY     - 1957     GOOD             CGS
 AU2412
 AU2412                          STATION DESCRIPTION
 AU2412
 AU2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2412'RECOVERED.  THE STATION IS THE 160-FOOT WATER TANK OF THE
 AU2412'OAKLAWN DIVISION, SOUTH COAST CORPORATIONS SURGAR MILL WHICH
 AU2412'IS LOCATED ON THE E BANK OF BAYOU TECHE NEAR IRISH BEND
 AU2412'AND ABOUT 3-1/2 MILES NE OF THE TOWN OF FRANKLIN.  ONE PROMINENT
 AU2412'STACK PROJECTS FROM THE MILL BUILDING NEAR THE STATION.
 AU2412
 AU2412                          STATION RECOVERY (1957)
 AU2412
 AU2412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2412'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AU2412'
 AU2412'THE RECOVERY NOTE BY C.W.C. IN 1948 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1315 ***********************************************************************
 AT1315  DESIGNATION -  OAKS
 AT1315  PID         -  AT1315
 AT1315  STATE/COUNTY-  LA/PLAQUEMINES
 AT1315  USGS QUAD   -  LAKE LAURIER (1992)
 AT1315
 AT1315                         *CURRENT SURVEY CONTROL
 AT1315  ___________________________________________________________________
 AT1315* NAD 83(1992)-  29 33 31.15516(N)    089 57 14.12737(W)     ADJUSTED  
 AT1315* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1315  **This station is located in a subsidence area (see below).
 AT1315  ___________________________________________________________________
 AT1315  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AT1315  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AT1315
 AT1315  HORZ ORDER  -  FIRST
 AT1315
 AT1315.The horizontal coordinates were established by classical geodetic methods
 AT1315.and adjusted by the National Geodetic Survey in January 1993..
 AT1315
 AT1315 ** The orthometric height has not been validated since last determined
 AT1315 ** by differential leveling and should not be used for control purposes.
 AT1315 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1315 ** area with valid NAVD 88 orthometric heights.
 AT1315 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1315 ** epoch indicated which incorporates improved geoid heights for the
 AT1315 ** Southern Louisiana Subsidence area.
 AT1315 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1315.The orthometric height was scaled from a topographic map.
 AT1315
 AT1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1315
 AT1315.The geoid height was determined by GEOID03.
 AT1315
 AT1315;                    North         East     Units Scale Factor Converg.
 AT1315;SPC LA S     -   118,151.503 1,133,669.827   MT  0.99995533   +0 41 23.0
 AT1315;SPC LA S     -   387,635.39  3,719,381.76   sFT  0.99995533   +0 41 23.0
 AT1315;UTM  16      - 3,273,524.050   213,783.098   MT  1.00061093   -1 27 29.5
 AT1315;UTM  15      - 3,273,755.006   795,150.088   MT  1.00067503   +1 30 13.5
 AT1315
 AT1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1315!SPC LA S     -   1.00000390  x   0.99995533  =   0.99995923
 AT1315!UTM  16      -   1.00000390  x   1.00061093  =   1.00061483
 AT1315!UTM  15      -   1.00000390  x   1.00067503  =   1.00067893
 AT1315
 AT1315|---------------------------------------------------------------------|
 AT1315| PID    Reference Object                     Distance      Geod. Az  |
 AT1315|                                                           dddmmss.s |
 AT1315| DD7500 OAKS RM 1                            33.604 METERS 09243     |
 AT1315| AT1316 OIL DERRICK 5 MI SW PT CELESTE      APPROX. 5.4 KM 1142159.9 |
 AT1315| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX.26.0 KM 1395022.3 |
 AT1315| DD7501 OAKS RM 2                            39.289 METERS 16954     |
 AT1315| DD7499 OAKS AZ MK                                         2634155.5 |
 AT1315|---------------------------------------------------------------------|
 AT1315
 AT1315                          SUPERSEDED SURVEY CONTROL
 AT1315
 AT1315  NAD 83(1986)-  29 33 31.16829(N)    089 57 14.13240(W) AD(       ) 1
 AT1315  NAD 27      -  29 33 30.39600(N)    089 57 13.87800(W) AD(       ) 1
 AT1315
 AT1315.Superseded values are not recommended for survey control.
 AT1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1315.See file dsdata.txt to determine how the superseded data were derived.
 AT1315
 AT1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1378373524(NAD 83)
 AT1315_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AT1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1315+STABILITY: SURFACE MOTION
 AT1315
 AT1315  HISTORY     - Date     Condition        Report By
 AT1315  HISTORY     - 1934     MONUMENTED       CGS
 AT1315  HISTORY     - 1959     GOOD             ATRECO
 AT1315  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1315
 AT1315                          STATION DESCRIPTION
 AT1315
 AT1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1315'SIX MILES SW OF
 AT1315'THE VILLAGE OF
 AT1315'MYRTLE GROVE, ON THE E BANK OF WILKINSON CANAL,
 AT1315'AT A POINT WHERE THE CANAL
 AT1315'CROSSES OAKS BAYOU, AND IN SOFT MARSH
 AT1315'LAND 15 FEET FROM THE E BANK OF THE CANAL.
 AT1315'OAKS BAYOU CONNECTS
 AT1315'BAY ROUND AND LAKE LAURIE.  SURFACE, UNDERGROUND, REFERENCE
 AT1315'AND AZIMUTH
 AT1315'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AT1315'REFERENCE MARK NO. 1 IS 110.25
 AT1315'FEET (33.60 METERS) FROM THE STATION S 87 DEG 27 E.
 AT1315'REFERENCE MARK NO. 2 IS 30 FEET E OF THE E BANK OF THE CANAL AND
 AT1315'128.90 FEET (39.29
 AT1315'METERS) FROM THE STATION S 10 DEG 17 E.
 AT1315'THE AZIMUTH MARK, IS NEAR THE FIRST
 AT1315'POINT OF LAND OPPOSITE THE
 AT1315'STATION, VISIBLE FROM THE GROUND AT THE STATION ON THE
 AT1315'E SHORE OF
 AT1315'BAY ROUND, AND 1,441.5 FEET (439.4 METERS) FROM THE STATION
 AT1315'S 83 DEG 43 MIN W.
 AT1315
 AT1315                          STATION RECOVERY (1959)
 AT1315
 AT1315'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1959 (RAW)
 AT1315'FOUND WHAT IS THOUGHT TO BE THE UNDERGROUND FOR THE STATION STANDING
 AT1315'IN WATER ABOUT 6 FEET FROM SHORE.
 AT1315
 AT1315                          STATION RECOVERY (1965)
 AT1315
 AT1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1315'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE UNDERGROUND STATION
 AT1315'MARK WAS REPORTED
 AT1315'FOUND ABOUT 6 FEET OFFSHORE IN 1959.  NONE OF THE MARKS
 AT1315'WERE FOUND AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0557 ***********************************************************************
 BJ0557  DESIGNATION -  OAKS BOLT
 BJ0557  PID         -  BJ0557
 BJ0557  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0557  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0557
 BJ0557                         *CURRENT SURVEY CONTROL
 BJ0557  ___________________________________________________________________
 BJ0557* NAD 83(1986)-  30 27 07.     (N)    091 12 11.     (W)     SCALED    
 BJ0557* NAVD 88     -         7.312  (meters)      23.99   (feet)  ADJUSTED  
 BJ0557  ___________________________________________________________________
 BJ0557  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0557  DYNAMIC HT  -           7.303 (meters)      23.96  (feet)  COMP
 BJ0557  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 BJ0557
 BJ0557  VERT ORDER  -  FIRST     CLASS I
 BJ0557
 BJ0557.The horizontal coordinates were scaled from a topographic map and have
 BJ0557.an estimated accuracy of +/- 6 seconds.
 BJ0557
 BJ0557.The orthometric height was determined by differential leveling
 BJ0557.and adjusted by the National Geodetic Survey in February 1994..
 BJ0557
 BJ0557.The geoid height was determined by GEOID03.
 BJ0557
 BJ0557.The dynamic height is computed by dividing the NAVD 88
 BJ0557.geopotential number by the normal gravity value computed on the
 BJ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0557.degrees latitude (g = 980.6199 gals.).
 BJ0557
 BJ0557.The modeled gravity was interpolated from observed gravity values.
 BJ0557
 BJ0557;                    North         East    Units  Estimated Accuracy
 BJ0557;SPC LA S     -   216,370.    1,012,510.      MT  (+/- 180 meters Scaled)
 BJ0557
 BJ0557                          SUPERSEDED SURVEY CONTROL
 BJ0557
 BJ0557  NGVD 29 (??/??/??)    7.302  (m)           23.96   (f) ADJUSTED    1 1
 BJ0557
 BJ0557.Superseded values are not recommended for survey control.
 BJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0557.See file dsdata.txt to determine how the superseded data were derived.
 BJ0557
 BJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP725702(NAD 83)
 BJ0557_MARKER: B = BOLT
 BJ0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0557_SP_SET: SHALLOW-SET PIPE
 BJ0557_MARK LOGO: DOD   
 BJ0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0557
 BJ0557  HISTORY     - Date     Condition        Report By
 BJ0557  HISTORY     - UNK      MONUMENTED       DOD
 BJ0557  HISTORY     - 1964     GOOD             CGS
 BJ0557  HISTORY     - 1965     GOOD             CGS
 BJ0557  HISTORY     - 1976     GOOD             NGS
 BJ0557  HISTORY     - 1986     GOOD             NGS
 BJ0557
 BJ0557                          STATION DESCRIPTION
 BJ0557
 BJ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0557'IN PORT ALLEN.
 BJ0557'ABOUT 0.15 MILE WEST ALONG STATE ROAD 987-4 FROM THE FERRY LANDING AT
 BJ0557'PORT ALLEN, 330 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET
 BJ0557'WEST OF THE CENTER LINE OF COMMERCE AVENUE WHICH IS ALSO STATE ROAD
 BJ0557'987-5, 30 FEET NORTH OF THE CENTER LINE OF AVENUE A, 297 FEET WEST OF
 BJ0557'THE CENTER LINE OF A LEVEE, 5 FEET NORTH OF A BRICK PILLAR AT THE
 BJ0557'ENTRANCE TO THE OAKS SUBDIVISION, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BJ0557'AVENUES, A COPPER BOLT SET IN A TILE ABOUT 2 1/2 FEET BELOW THE LEVEL
 BJ0557'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BJ0557'BEARING A CAP WHICH PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0557
 BJ0557                          STATION RECOVERY (1965)
 BJ0557
 BJ0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0557'RECOVERED IN GOOD CONDITION.
 BJ0557
 BJ0557                          STATION RECOVERY (1976)
 BJ0557
 BJ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0557'AT THE NORTHWEST CORNER OF THE JUNCTION OF STATE HIGHWAY 987-5
 BJ0557'(COMMERCE AVENUE) AND AVENUE A, 31 FT WEST OF THE CENTER LINE OF THE
 BJ0557'HIGHWAY, 30 FT. NORTH OF THE CENTER LINE OF THE AVENUE, 14.9 FT.
 BJ0557'NORTHEAST OF THE CENTER OF A FIRE HYDRANT, 5.0 FT. NORTH OF THE NORTH
 BJ0557'FACE OF A 7 FT. HIGH BRICK PILLAR, A COPPER BOLT SET IN A TILE ABOUT
 BJ0557'2.5 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 BJ0557'1 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1.5 FT ABOVE THE
 BJ0557'LEVEL OF THE GROUND.
 BJ0557
 BJ0557                          STATION RECOVERY (1986)
 BJ0557
 BJ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0557'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2031 ***********************************************************************
 BJ2031  DESIGNATION -  OAKS CAP
 BJ2031  PID         -  BJ2031
 BJ2031  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ2031  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2031
 BJ2031                         *CURRENT SURVEY CONTROL
 BJ2031  ___________________________________________________________________
 BJ2031* NAD 83(1986)-  30 27 06.     (N)    091 12 10.     (W)     SCALED    
 BJ2031* NAVD 88     -         8.548  (meters)      28.04   (feet)  ADJUSTED  
 BJ2031  ___________________________________________________________________
 BJ2031  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ2031  DYNAMIC HT  -           8.537 (meters)      28.01  (feet)  COMP
 BJ2031  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 BJ2031
 BJ2031  VERT ORDER  -  FIRST     CLASS II
 BJ2031
 BJ2031.The horizontal coordinates were scaled from a topographic map and have
 BJ2031.an estimated accuracy of +/- 6 seconds.
 BJ2031
 BJ2031.The orthometric height was determined by differential leveling
 BJ2031.and adjusted by the National Geodetic Survey in February 1994..
 BJ2031
 BJ2031.The geoid height was determined by GEOID03.
 BJ2031
 BJ2031.The dynamic height is computed by dividing the NAVD 88
 BJ2031.geopotential number by the normal gravity value computed on the
 BJ2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2031.degrees latitude (g = 980.6199 gals.).
 BJ2031
 BJ2031.The modeled gravity was interpolated from observed gravity values.
 BJ2031
 BJ2031;                    North         East    Units  Estimated Accuracy
 BJ2031;SPC LA S     -   216,340.    1,012,540.      MT  (+/- 180 meters Scaled)
 BJ2031
 BJ2031                          SUPERSEDED SURVEY CONTROL
 BJ2031
 BJ2031  NGVD 29 (??/??/??)    8.535  (m)           28.00   (f) ADJUSTED    1 2
 BJ2031
 BJ2031.Superseded values are not recommended for survey control.
 BJ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2031.See file dsdata.txt to determine how the superseded data were derived.
 BJ2031
 BJ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP725702(NAD 83)
 BJ2031_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2031_SP_SET: SHALLOW-SET PIPE
 BJ2031_MARK LOGO: USE   
 BJ2031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2031
 BJ2031  HISTORY     - Date     Condition        Report By
 BJ2031  HISTORY     - UNK      MONUMENTED       DOD
 BJ2031  HISTORY     - 1964     GOOD             CGS
 BJ2031  HISTORY     - 1965     GOOD             CGS
 BJ2031  HISTORY     - 1986     GOOD             NGS
 BJ2031
 BJ2031                          STATION DESCRIPTION
 BJ2031
 BJ2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2031'IN PORT ALLEN.
 BJ2031'ABOUT 0.15 MILE WEST ALONG STATE ROAD 987-4 FROM THE FERRY LANDING AT
 BJ2031'PORT ALLEN, 330 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET
 BJ2031'WEST OF THE CENTER LINE OF COMMERCE AVENUE WHICH IS ALSO STATE ROAD
 BJ2031'987-5, 30 FEET NORTH OF THE CENTER LINE OF AVENUE A, 297 FEET WEST OF
 BJ2031'THE CENTER LINE OF A LEVEE, 5 FEET NORTH OF A BRICK PILLAR AT THE
 BJ2031'ENTRANCE TO THE OAKS SUBDIVISION, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BJ2031'AVENUES, A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 1/2 FEET
 BJ2031'ABOVE THE LEVEL OF THE GROUND.
 BJ2031
 BJ2031                          STATION RECOVERY (1965)
 BJ2031
 BJ2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ2031'RECOVERED IN GOOD CONDITION.
 BJ2031
 BJ2031                          STATION RECOVERY (1986)
 BJ2031
 BJ2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2991 ***********************************************************************
 BK2991  DESIGNATION -  OBERLIN LOOKOUT
 BK2991  PID         -  BK2991
 BK2991  STATE/COUNTY-  LA/ALLEN
 BK2991  USGS QUAD   -  PINE CHAPEL (1993)
 BK2991
 BK2991                         *CURRENT SURVEY CONTROL
 BK2991  ___________________________________________________________________
 BK2991* NAD 83(1992)-  30 39 16.67393(N)    092 50 20.90548(W)     ADJUSTED  
 BK2991* NAVD 88     -        24.37   (+/-2cm)      80.0    (feet)  VERTCON   
 BK2991  ___________________________________________________________________
 BK2991  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BK2991  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2991
 BK2991  HORZ ORDER  -  SECOND
 BK2991  VERT ORDER  -  THIRD ? (See Below)
 BK2991
 BK2991.The horizontal coordinates were established by classical geodetic methods
 BK2991.and adjusted by the National Geodetic Survey in January 1993..
 BK2991
 BK2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2991.The vertical order pertains to the NGVD 29 superseded value.
 BK2991
 BK2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2991
 BK2991.The geoid height was determined by GEOID03.
 BK2991
 BK2991;                    North         East     Units Scale Factor Converg.
 BK2991;SPC LA S     -   239,782.010   855,678.824   MT  0.99999067   -0 45 10.5
 BK2991;SPC LA S     -   786,684.81  2,807,339.61   sFT  0.99999067   -0 45 10.5
 BK2991;UTM  15      - 3,391,338.499   515,411.707   MT  0.99960293   +0 04 55.3
 BK2991
 BK2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2991!SPC LA S     -   1.00000044  x   0.99999067  =   0.99999111
 BK2991!UTM  15      -   1.00000044  x   0.99960293  =   0.99960337
 BK2991
 BK2991:                Primary Azimuth Mark                     Grid Az
 BK2991:SPC LA S     -  OBERLIN LOOKOUT AZ MK                    322 51 36.1
 BK2991:UTM  15      -  OBERLIN LOOKOUT AZ MK                    322 01 30.3
 BK2991
 BK2991|---------------------------------------------------------------------|
 BK2991| PID    Reference Object                     Distance      Geod. Az  |
 BK2991|                                                           dddmmss.s |
 BK2991| CW2160 OBERLIN LOOKOUT AZ MK                              3220625.6 |
 BK2991|---------------------------------------------------------------------|
 BK2991
 BK2991                          SUPERSEDED SURVEY CONTROL
 BK2991
 BK2991  NAD 83(1986)-  30 39 16.69371(N)    092 50 20.89827(W) AD(       ) 2
 BK2991  NAD 27      -  30 39 15.98237(N)    092 50 20.35850(W) AD(       ) 2
 BK2991  NGVD 29 (07/19/86)   24.36   (m)           79.9    (f) LEVELING    3  
 BK2991
 BK2991.Superseded values are not recommended for survey control.
 BK2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2991.See file dsdata.txt to determine how the superseded data were derived.
 BK2991
 BK2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1541291338(NAD 83)
 BK2991_MARKER: DS = TRIANGULATION STATION DISK
 BK2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2991
 BK2991  HISTORY     - Date     Condition        Report By
 BK2991  HISTORY     - 1935     MONUMENTED       CGS
 BK2991  HISTORY     - 1936     GOOD             LAGS
 BK2991  HISTORY     - 1943     GOOD             USE
 BK2991  HISTORY     - 1974     GOOD             NGS
 BK2991
 BK2991                          STATION DESCRIPTION
 BK2991
 BK2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2991'STATION IS LOCATED IN SEC. 1, T 5 S, R 5 W, ABOUT 5 MILES
 BK2991'NW OF OBERLIN, ABOUT 50 YARDS SW OF STATE HIGHWAY 52.  THE
 BK2991'MARK IS CENTERED UNDER THE BOLT IN THE APEX OF THE ROOF OF
 BK2991'THE LOOKOUT HOUSE.  THE DISTANCES TO THE INSIDE ANCHOR BOLTS
 BK2991'ARE AS FOLLOWS--TO THE SE BOLT, 13.12 FEET.  TO THE SW BOLT,
 BK2991'13.19 FEET.  TO THE NW BOLT, 13.17 FEET, AND TO THE NE BOLT,
 BK2991'13.13 FEET.  THE MARK PROJECTS 4 INCHES.
 BK2991'
 BK2991'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BK2991'DISKS SET IN CONCRETE.
 BK2991'
 BK2991'AZIMUTH MARK IS ABOUT 0.3 MILE NW OF LOOKOUT, ON SW SIDE
 BK2991'OF STATE HIGHWAY 52, 1 FOOT SW OF THE RIGHT-OF-WAY FENCE.
 BK2991'THE MARK PROJECTS 6 INCHES.
 BK2991
 BK2991                          STATION RECOVERY (1936)
 BK2991
 BK2991'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2991'STATION AND AZIMUTH MARKS RECOVERED AS DESCRIBED.
 BK2991
 BK2991                          STATION RECOVERY (1943)
 BK2991
 BK2991'RECOVERY NOTE BY US ENGINEERS 1943
 BK2991'STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION
 BK2991'AS DESCRIBED.
 BK2991
 BK2991                          STATION RECOVERY (1974)
 BK2991
 BK2991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2991'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE MONUMENT
 BK2991'FOR THE AZIMUTH MARK WAS RECOVERED WITH THE DISK GONE BUT
 BK2991'THE SHANK WAS STILL INTACT AND THE MARK SHOULD BE CONSIDER
 BK2991'DESTROYED.  THE LOOKOUT TOWER THAT THE STATION MARK WAS
 BK2991'CENTERED UNDER HAS BEEN TORN DOWN, REBUILT JUST NORTH OF THE
 BK2991'STATION AND IT TOO HAS BEEN TORN DOWN.  THE CONCRETE FOUNDATION
 BK2991'FOR THE LEGS OF BOTH TOWERS ARE STILL IN PLACE.  THE
 BK2991'MEASUREMENTS TO THE INSIDE ANCHOR BOLTS DID NOT CHECK THE 1935
 BK2991'MEASUREMENTS AS IT LOOKS LIKE THE NUTS WERE TWISTED OFF WHEN
 BK2991'THE TOWER WAS TORN DOWN.  REFERENCE MARKS 1 AND 2 WERE
 BK2991'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 BK2991'FOLLOWS.
 BK2991'
 BK2991'STATION IS ABOUT 5-1/4 MILES SOUTHEAST OF MITTIE, 4-1/2
 BK2991'MILES NORTHWEST OF OBERLIN, 2 MILES NORTHWEST OF A BRIDGE
 BK2991'OVER THE CALCASIEU RIVER ON STATE HIGHWAY 26, ON THE SOUTHWEST
 BK2991'SIDE OF HIGHWAY 26 AND ON PROPERTY OWNED BY THE J.A. BEL
 BK2991'ET AL LAND DEPARTMENT.  PERMISSION GRANTED BY MR. WILLIAM
 BK2991'BLAKE, 414 PUJO STREET, LAKE CHARLES, LOUISIANA.  PHONE
 BK2991'NUMBER 436-9401.
 BK2991'
 BK2991'TO REACH THE STATION FROM THE BRIDGE OVER THE CALCASIEU
 BK2991'RIVER ON HIGHWAY 26 ABOUT 3 MILES NORTHWEST OF OBERLIN,
 BK2991'GO NORTHWEST ON HIGHWAY 26 FOR 1.85 MILES TO A SIDE ROAD
 BK2991'LEFT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD (PASSING THROUGH
 BK2991'A GATE) FOR ABOUT 200 FEET TO THE JUNCTION OF A TRACK ROAD
 BK2991'THE STATION ON THE LEFT AS DESCRIBED.
 BK2991'
 BK2991'STATION MARK, STAMPED OBERLIN 1935, IS A STANDARD DISK SET
 BK2991'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 BK2991'ABOVE THE GROUND.  THE 1935 DESCRIPTION STATES THERE IS
 BK2991'AN UNDERGROUND MARK.  THEY ARE IN THE CENTER OF THE SOUTH
 BK2991'1 OF 2 TOWER BASES, 217 FEET SOUTH-SOUTHWEST OF CENTER OF
 BK2991'HIGHWAY 26, 93 FEET SOUTH OF CENTER OF A CURVE IN THE DIRT
 BK2991'ROAD, 33 FEET SOUTH OF CENTER OF THE NORTH 1 OF 2 TOWER BASES
 BK2991'AND 27 FEET EAST OF CENTER OF A TRACK ROAD.
 BK2991'
 BK2991'REFERENCE MARK 1, STAMPED OBERLIN 1935 NO 1 1974, IS A STANDARD
 BK2991'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BK2991'IT IS 168 FEET SOUTH OF CENTER OF THE CURVE IN THE DIRT ROAD,
 BK2991'112 FEET SOUTH-SOUTHWEST OF CENTER OF THE NORTH 1 OF 2 TOWER
 BK2991'BASES AND 9 FEET WEST OF CENTER OF THE TRACK ROAD.
 BK2991'
 BK2991'REFERENCE MARK 2, STAMPED OBERLIN 1935 NO 2 1974, IS A STANDARD
 BK2991'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BK2991'IT IS DIRECTLY BENEATH A HIGH TENSION LINE, 126 FEET
 BK2991'NORTH-NORTHEAST OF THE NORTH 1 OF 2 TOWER BASES, 59 FEET SOUTHWEST
 BK2991'OF CENTER OF HIGHWAY 26, 8.5 FEET SOUTHEAST OF CENTER OF
 BK2991'THE DIRT ROAD AND 2 FEET SOUTH OF THE SOUTHEAST 1 OF 2
 BK2991'GATE POSTS.
 BK2991'
 BK2991'NOTE--STATE HIGHWAY 26 IS UNDER CONSTRUCTION AT THIS TIME
 BK2991'AND THE CENTER LINE MAY CHANGE.
 BK2991'
 BK2991'NOTE--THE TAPE WAS THREADED AROUND PINE TREES ON THE MEASUREMENT
 BK2991'BETWEEN REFERENCE MARKS 1 AND 2.
 BK2991'
 BK2991'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK2991'
 BK2991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2
 BK2991'MILES NORTHWEST OF OBERLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2994 ***********************************************************************
 BK2994  DESIGNATION -  OBERLIN LOOKOUT TOWER
 BK2994  PID         -  BK2994
 BK2994  STATE/COUNTY-  LA/ALLEN
 BK2994  USGS QUAD   -  OBERLIN (1994)
 BK2994
 BK2994                         *CURRENT SURVEY CONTROL
 BK2994  ___________________________________________________________________
 BK2994* NAD 83(1992)-  30 36 14.78136(N)    092 46 25.67772(W)     ADJUSTED  
 BK2994* NAVD 88     -                                                        
 BK2994  ___________________________________________________________________
 BK2994  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BK2994  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK2994
 BK2994  HORZ ORDER  -  THIRD
 BK2994
 BK2994.The horizontal coordinates were established by classical geodetic methods
 BK2994.and adjusted by the National Geodetic Survey in January 1993..
 BK2994
 BK2994
 BK2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2994
 BK2994.The geoid height was determined by GEOID03.
 BK2994
 BK2994;                    North         East     Units Scale Factor Converg.
 BK2994;SPC LA S     -   234,100.584   861,870.562   MT  0.99998101   -0 43 12.9
 BK2994;SPC LA S     -   768,045.00  2,827,653.67   sFT  0.99998101   -0 43 12.9
 BK2994;UTM  15      - 3,385,750.061   521,683.207   MT  0.99960580   +0 06 54.6
 BK2994
 BK2994                          SUPERSEDED SURVEY CONTROL
 BK2994
 BK2994  NAD 83(1986)-  30 36 14.80124(N)    092 46 25.67090(W) AD(       ) 4
 BK2994  NAD 27      -  30 36 14.08724(N)    092 46 25.14484(W) AD(       ) 3
 BK2994
 BK2994.Superseded values are not recommended for survey control.
 BK2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2994.See file dsdata.txt to determine how the superseded data were derived.
 BK2994
 BK2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2168385750(NAD 83)
 BK2994_MARKER: 57 = LOOKOUT TOWER
 BK2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2994+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 BK2994
 BK2994  HISTORY     - Date     Condition        Report By
 BK2994  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2994  HISTORY     - 20050422 GOOD             USPSQD
 BK2994
 BK2994                          STATION DESCRIPTION
 BK2994
 BK2994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2994'THE STATION IS THE TOP CENTER OF THE OBERLIN LOOKOUT TOWER, LOCATED
 BK2994'ABOUT 1.3 MILES SOUTHWEST OF OBERLIN.  IT IS A 4-LEGGED STEEL
 BK2994'STRUCTURE, GRAY IN COLOR, WITH AN OBSERVATION CABIN ON THE TOP AND
 BK2994'HAS AN OVERALL HEIGHT OF 107 FEET.  THE LOOKOUT TOWER IS OWNED BY
 BK2994'THE LOUISIANA FORESTRY COMMISSION.
 BK2994'
 BK2994'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 165 AND STATE HIGHWAY
 BK2994'26 IN OBERLIN, GO SOUTHWEST ON U. S. HIGHWAY 165 FOR 1.3 MILES TO
 BK2994'THE STATION ON THE RIGHT.
 BK2994'
 BK2994'NOTE--THIS STATION IS NOT TO BE CONFUSED WITH OBERLIN LOOKOUT TOWER
 BK2994'1931 WHICH HAS BEEN DISMANTELED.
 BK2994
 BK2994                          STATION RECOVERY (2005)
 BK2994
 BK2994'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK2994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3391 ***********************************************************************
 BK3391  DESIGNATION -  OBERLIN LOT RM 2 1974
 BK3391  PID         -  BK3391
 BK3391  STATE/COUNTY-  LA/ALLEN
 BK3391  USGS QUAD   -  PINE CHAPEL (1993)
 BK3391
 BK3391                         *CURRENT SURVEY CONTROL
 BK3391  ___________________________________________________________________
 BK3391* NAD 83(1986)-  30 39 18.     (N)    092 50 20.     (W)     SCALED    
 BK3391* NAVD 88     -        23.94   (+/-2cm)      78.5    (feet)  VERTCON   
 BK3391  ___________________________________________________________________
 BK3391  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK3391
 BK3391  VERT ORDER  -  THIRD ? (See Below)
 BK3391
 BK3391.The horizontal coordinates were scaled from a topographic map and have
 BK3391.an estimated accuracy of +/- 6 seconds.
 BK3391
 BK3391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3391.The vertical order pertains to the NGVD 29 superseded value.
 BK3391
 BK3391.The geoid height was determined by GEOID03.
 BK3391
 BK3391;                    North         East    Units  Estimated Accuracy
 BK3391;SPC LA S     -   239,820.      855,700.      MT  (+/- 180 meters Scaled)
 BK3391
 BK3391                          SUPERSEDED SURVEY CONTROL
 BK3391
 BK3391  NGVD 29 (07/19/86)   23.93   (m)           78.5    (f) LEVELING    3  
 BK3391
 BK3391.Superseded values are not recommended for survey control.
 BK3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3391.See file dsdata.txt to determine how the superseded data were derived.
 BK3391
 BK3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP154913(NAD 83)
 BK3391_MARKER: DR = REFERENCE MARK DISK
 BK3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3391+STABILITY: SURFACE MOTION
 BK3391
 BK3391  HISTORY     - Date     Condition        Report By
 BK3391  HISTORY     - 1974     MONUMENTED       NGS
 BK3391
 BK3391                          STATION DESCRIPTION
 BK3391
 BK3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3391'STATION IS ABOUT 5-1/4 MILES SOUTHEAST OF MITTIE, 4-1/2 MILES
 BK3391'NORTHWEST OF OBERLIN, 2 MILES NORTHWEST OF A BRIDGE OVER THE
 BK3391'CALCASIEU RIVER ON STATE HIGHWAY 26, ALONG THE SOUTHWEST SIDE OF
 BK3391'HIGHWAY 26 AND ON PROPERTY OWNED BY THE J. A. BEL ET AL LAND
 BK3391'DEPARTMENT.  PERMISSION WAS GRANTED BY MR. WILLIAM BLAKE, 414 PUJO
 BK3391'STREET, LAKE CHARLES, LOUISIANA.  PHONE NUMBER 436-9401.
 BK3391'
 BK3391'TO REACH THE STATION FROM THE BRIDGE OVER THE CALCASIEU RIVER ON
 BK3391'HIGHWAY 26 ABOUT 3 MILES NORTHWEST OF OBERLIN, GO NORTHWEST ON
 BK3391'HIGHWAY 26 FOR 1.7 MILES TO A SIDE ROAD RIGHT AND BENCH MARK 2V30
 BK3391'(LDH), USED AS AN AZIMUTH MARK, ON THE RIGHT AS DESCRIBED.
 BK3391'CONTINUE NORTHWEST ON HIGHWAY 26 FOR 0.15 MILE TO A SIDE ROAD LEFT,
 BK3391'A GATE AND THE STATION ON THE LEFT AS DESCRIBED.
 BK3391'
 BK3391'STATION MARK, STAMPED OBERLIN 1935 NO 2 1974, IS A STANDARD REFERENCE
 BK3391'MARK DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 BK3391'DIRECTLY BENEATH A HIGH TENSION LINE, 126 FEET NORTH-NORTHEAST OF
 BK3391'CETNER OF THE NORTH 1 OF 2 FIRE TOWER BASES (BOTH TOWERS HAVE BEEN
 BK3391'TORN DOWN), 59 FEET SOUTHWEST OF CENTER OF HIGHWAY 26, 8.5 FEET
 BK3391'SOUTHEAST OF CENTER OF THE DIRT ROAD AND GATE AND 2 FEET SOUTH
 BK3391'OF THE SOUTHEAST 1 OF 2 GATE POSTS.
 BK3391'
 BK3391'OBERLIN (LOOKOUT), STAMPED OBERLIN 1935, IS A STANDARD STATION MARK
 BK3391'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 BK3391'ABOVE THE GROUND.  THE 1935 DESCRIPTION STATES THERE IS AN
 BK3391'UNDERGROUND MARK.  THEY ARE IN THE CENTER OF THE SOUTH 1 OF 2
 BK3391'TOWER BASES, 217 FEET SOUTH-SOUTHWEST OF CENTER OF HIGHWAY 26, 93
 BK3391'FEET SOUTH OF CENTER OF A CURVE IN THE DIRT ROAD, 33 FEET SOUTH OF
 BK3391'CENTER OF THE NORTH 1 OF 2 TOWER BASES AND 27 FEET EAST OF
 BK3391'CENTER OF A TRACK ROAD.
 BK3391'
 BK3391'REFERENCE MARK 1, STAMPED OBERLIN 1935 NO 1 1974, IS A STANDARD DISK
 BK3391'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 169 FEET
 BK3391'SOUTH OF CENTER OF THE CURVE IN THE DIRT ROAD, 112 FEET
 BK3391'SOUTH-SOUTHWEST OF CENTER OF THE CURVE IN THE DIRT ROAD, 112 FEET
 BK3391'SOUTH-SOUTHWEST OF CENTER OF THE NORTH 1 OF 2 TOWER BASES AND 9
 BK3391'FEET WEST OF CENTER OF THE TRACK ROAD.
 BK3391'
 BK3391'BENCH MARK 2V30 (LDH), STAMPED 2V30 1970, IS A U. S. COAST AND
 BK3391'GEODETIC SURVEY LOUISIANA DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN
 BK3391'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE
 BK3391'GROUND.  IT IS 88 FEET NORTHEAST OF CENTER OF HIGHWAY 26, 43 FEET
 BK3391'NORTH OF CENTER OF A CATTLE GUARD, 35 FEET WEST OF CENTER OF A
 BK3391'GRADED ROAD, 1.3 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT SOUTH
 BK3391'OF A FENCE.
 BK3391'
 BK3391'NOTE--STATE HIGHWAY 26 IS UNDER CONSTRUCTION AT THIS TIME AND THE
 BK3391'CENTER LINE MAY CHANGE.
 BK3391'
 BK3391'NOTE--REFERENCE MARK 1 IS NOT VISIBLE FROM THE STATION AND THE TAPE
 BK3391'WAS THREADED AROUND TREES ON THE MEASUREMENT.
 BK3391'
 BK3391'NEAREST TOWN--OBERLIN.
 BK3391'
 BK3391'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2997 ***********************************************************************
 BK2997  DESIGNATION -  OBERLIN MUNICIPAL TANK
 BK2997  PID         -  BK2997
 BK2997  STATE/COUNTY-  LA/ALLEN
 BK2997  USGS QUAD   -  OBERLIN (1994)
 BK2997
 BK2997                         *CURRENT SURVEY CONTROL
 BK2997  ___________________________________________________________________
 BK2997* NAD 83(1992)-  30 37 12.51915(N)    092 45 46.96904(W)     ADJUSTED  
 BK2997* NAVD 88     -                                                        
 BK2997  ___________________________________________________________________
 BK2997  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BK2997  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2997
 BK2997  HORZ ORDER  -  THIRD
 BK2997
 BK2997.The horizontal coordinates were established by classical geodetic methods
 BK2997.and adjusted by the National Geodetic Survey in January 1993..
 BK2997
 BK2997
 BK2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2997
 BK2997.The geoid height was determined by GEOID03.
 BK2997
 BK2997;                    North         East     Units Scale Factor Converg.
 BK2997;SPC LA S     -   235,865.550   862,923.764   MT  0.99998399   -0 42 53.5
 BK2997;SPC LA S     -   773,835.56  2,831,109.05   sFT  0.99998399   -0 42 53.5
 BK2997;UTM  15      - 3,387,529.527   522,710.175   MT  0.99960636   +0 07 14.5
 BK2997
 BK2997                          SUPERSEDED SURVEY CONTROL
 BK2997
 BK2997  NAD 83(1986)-  30 37 12.53907(N)    092 45 46.96218(W) AD(       ) 4
 BK2997  NAD 27      -  30 37 11.82631(N)    092 45 46.43628(W) AD(       ) 3
 BK2997
 BK2997.Superseded values are not recommended for survey control.
 BK2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2997.See file dsdata.txt to determine how the superseded data were derived.
 BK2997
 BK2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2271087530(NAD 83)
 BK2997_MARKER: 53 = ELEVATED TANK
 BK2997
 BK2997  HISTORY     - Date     Condition        Report By
 BK2997  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK2997  HISTORY     - 1943     GOOD             USE
 BK2997  HISTORY     - 1974     GOOD             NGS
 BK2997  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BK2997  HISTORY     - 20050422 MARK NOT FOUND   USPSQD
 BK2997
 BK2997                          STATION DESCRIPTION
 BK2997
 BK2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2997'THIS INTERSECTION STATION IS THE TALL SLIM SILVER TANK IN
 BK2997'THE VILLAGE OF OBERLIN.  IT IS A MUNICIPAL TANK.  IT IS
 BK2997'LOCATED ABOUT 80 FEET N OF SIXTH AVENUE, ABOUT 60 FEET
 BK2997'W OF EIGHTH STREET, AND ABOUT 50 FEET E OF THE PELICAN HIGHWAY,
 BK2997'IN SEC. 15, T 5 S, R 4 W.  THE TANK WAS ERECTED IN 1930
 BK2997'AND IS FAIRLY PROMINENT.
 BK2997'
 BK2997'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 80 FEET HIGH.  THE
 BK2997'OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL
 BK2997'SECTION IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL
 BK2997'AROUND ITS BASE.  THE FLAT CONICAL TOP HAS PROJECTING EAVES
 BK2997'AND A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 110 FEET.
 BK2997
 BK2997                          STATION RECOVERY (1943)
 BK2997
 BK2997'RECOVERY NOTE BY US ENGINEERS 1943
 BK2997'THE TANK IS STILL STANDING.
 BK2997
 BK2997                          STATION RECOVERY (1974)
 BK2997
 BK2997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2997'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK2997'
 BK2997'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN OBERLIN
 BK2997
 BK2997                          STATION RECOVERY (2005)
 BK2997
 BK2997'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BK2997'MARK NOT FOUND.
 BK2997
 BK2997                          STATION RECOVERY (2005)
 BK2997
 BK2997'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK2997'ACCORDING TO THE CHIEF OF POLICE, TTHE TANK WAS DEMOLISHED ABOUT 25
 BK2997'YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0859 ***********************************************************************
 AV0859  DESIGNATION -  OCEAN
 AV0859  PID         -  AV0859
 AV0859  STATE/COUNTY-  LA/CAMERON
 AV0859  USGS QUAD   -  PEVETO BEACH (1982)
 AV0859
 AV0859                         *CURRENT SURVEY CONTROL
 AV0859  ___________________________________________________________________
 AV0859* NAD 83(1992)-  29 45 22.14201(N)    093 36 18.17461(W)     ADJUSTED  
 AV0859* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 AV0859  **This station is located in a subsidence area (see below).
 AV0859  ___________________________________________________________________
 AV0859  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AV0859  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AV0859
 AV0859  HORZ ORDER  -  SECOND
 AV0859
 AV0859.The horizontal coordinates were established by classical geodetic methods
 AV0859.and adjusted by the National Geodetic Survey in January 1993..
 AV0859
 AV0859 ** The orthometric height has not been validated since last determined
 AV0859 ** by differential leveling and should not be used for control purposes.
 AV0859 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0859 ** area with valid NAVD 88 orthometric heights.
 AV0859 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0859 ** epoch indicated which incorporates improved geoid heights for the
 AV0859 ** Southern Louisiana Subsidence area.
 AV0859 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0859
 AV0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0859
 AV0859.The geoid height was determined by GEOID03.
 AV0859
 AV0859;                    North         East     Units Scale Factor Converg.
 AV0859;SPC LA S     -   141,415.321   780,305.475   MT  0.99993481   -1 08 09.2
 AV0859;SPC LA S     -   463,960.10  2,560,052.21   sFT  0.99993481   -1 08 09.2
 AV0859;UTM  15      - 3,291,918.659   441,501.776   MT  0.99964222   -0 18 01.1
 AV0859
 AV0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0859!SPC LA S     -   1.00000395  x   0.99993481  =   0.99993876
 AV0859!UTM  15      -   1.00000395  x   0.99964222  =   0.99964617
 AV0859
 AV0859:                Primary Azimuth Mark                     Grid Az
 AV0859:SPC LA S     -  OCEAN AZ MK                              002 26 30.7
 AV0859:UTM  15      -  OCEAN AZ MK                              001 36 22.6
 AV0859
 AV0859|---------------------------------------------------------------------|
 AV0859| PID    Reference Object                     Distance      Geod. Az  |
 AV0859|                                                           dddmmss.s |
 AV0859| CW1089 OCEAN AZ MK                                        0011821.5 |
 AV0859| CW1090 OCEAN AZ MK RESET                                  0011820.2 |
 AV0859| AV0804 PHILLIPS DA DERRICK                 APPROX.26.2 KM 1070000.9 |
 AV0859| AV0860 OCEAN SHORAN                         69.588 METERS 17228     |
 AV0859| CW1092 OCEAN RM 3                           28.773 METERS 17646     |
 AV0859| AV0903 SABINE PASS TV STA KBMT MAST        APPROX.25.4 KM 2592552.6 |
 AV0859| CW1091 OCEAN RM                             33.964 METERS 26928     |
 AV0859| AV0868 JOHNSONS BAYOU G AMER OIL MAST      APPROX. 2.3 KM 2745659.3 |
 AV0859| AV0877 JOHNSONS BAYOU MOBIL OIL MAST       APPROX. 3.6 KM 2821609.1 |
 AV0859| AV0873 JOHNSONS BAYOU CAMERON TEL MST      APPROX. 2.4 KM 2842103.8 |
 AV0859|---------------------------------------------------------------------|
 AV0859
 AV0859                          SUPERSEDED SURVEY CONTROL
 AV0859
 AV0859  NAD 83(1986)-  29 45 22.16518(N)    093 36 18.15800(W) AD(       ) 2
 AV0859  NAD 27      -  29 45 21.35790(N)    093 36 17.59490(W) AD(       ) 2
 AV0859  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 AV0859
 AV0859.Superseded values are not recommended for survey control.
 AV0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0859.See file dsdata.txt to determine how the superseded data were derived.
 AV0859
 AV0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN4150291919(NAD 83)
 AV0859_MARKER: DB = BENCH MARK DISK
 AV0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0859+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 AV0859
 AV0859  HISTORY     - Date     Condition        Report By
 AV0859  HISTORY     - 1933     MONUMENTED       USGS
 AV0859  HISTORY     - 1955     GOOD             CGS
 AV0859  HISTORY     - 1959     GOOD             CGS
 AV0859  HISTORY     - 1963     GOOD             CGS
 AV0859  HISTORY     - 1971     GOOD             NGS
 AV0859  HISTORY     - 1988     GOOD             USPSQD
 AV0859  HISTORY     - 20020208 GOOD             CHANCE
 AV0859  HISTORY     - 20050402 GOOD             USPSQD
 AV0859  HISTORY     - 20060502 GOOD             NGS
 AV0859
 AV0859                          STATION DESCRIPTION
 AV0859
 AV0859'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0859'AT RESORT KNOWN AS OCEAN BEACH, 2.75 MILES W OF PEVETOS AUTO
 AV0859'CAMP, 1900 FEET S OF T-ROAD S TO THE BEACH.  IT IS 500 FEET
 AV0859'N OF BEACH, 102.8 FEET SE FROM A FILLING STATION IN THE SW
 AV0859'ANGLE OF A DIM T-ROAD W ALONG RIDGE.
 AV0859'
 AV0859'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0859'OCEAN 1933.
 AV0859'
 AV0859'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0859'TABLET AND IS 111.5 FEET W OF STATION MARK.  S 89 DEG 12 MIN W.
 AV0859'
 AV0859'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0859'ELEVATED 60 FEET.
 AV0859
 AV0859                          STATION RECOVERY (1955)
 AV0859
 AV0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0859'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS
 AV0859'DESCRIBED.  THE STATION IS LOCATED 9.2 MILES WEST OF HOLLY
 AV0859'BEACH, 0.35 MILE SOUTH OF THE EAST-WEST ROAD, ABOUT 500 FEET
 AV0859'NORTH OF THE BEACH, 27.4 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 AV0859'ROAD AND 3 FEET SOUTHWEST OF A 4 BY 4 INCH WHITE WITNESS POST.
 AV0859'
 AV0859'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK EMBEDDED
 AV0859'IN A 8 BY 8 INCH CONCRETE BLOCK WHICH PROJECTS 10 INCHES.
 AV0859'THE DISK IS STAMPED OCEAN 1933.
 AV0859'
 AV0859'REFERENCE MARK 1, A STANDARD USGS REFERENCE DISK EMBEDDED IN A
 AV0859'8 BY 8 INCH CONCRETE BLOCK WHICH PROJECTS 5 INCHES.  THE DISK
 AV0859'IS UNSTAMPED.
 AV0859'
 AV0859'REFERENCE MARK 2, A STANDARD USGS BENCH MARK DISK EMBEDDED
 AV0859'IN A CONCRETE FILLED TILE WHICH IS 7 INCHES IN DIAMETER AND
 AV0859'PROJECTS 2 INCHES.  THE DISK IS STAMPED OCEAN SHORAN 1946.
 AV0859'THIS MARK IS LOCATED ON THE CREST OF BEACH LINE BETWEEN THE
 AV0859'PLANKED ROADWAY.
 AV0859'
 AV0859'THE AZIMUTH MARK, A STANDARD DISK EMBEDDED IN A 10 BY 10 INCH
 AV0859'CONCRETE POST WHICH PROJECTS 3 INCHES.  THE DISK IS STAMPED
 AV0859'OCEAN USGS 1933.  THE MARK IS IN THE SOUTHEAST ANGLE OF
 AV0859'T-INTERSECTION, 0.35 MILE NORTH OF THE STATION.  IT IS 22.5
 AV0859'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD, 10.9 FEET EAST
 AV0859'OF CENTERLINE OF T-ROAD LEADING SOUTH, 1 FOOT SOUTH OF
 AV0859'RIGHT-OF-WAY FENCE AND 4.2 FEET NORTH OF A 4 BY 4 INCH WHITE
 AV0859'WITNESS POST.
 AV0859'
 AV0859'TO REACH THE STATION FROM WALTER STANLEY GENERAL STORE IN
 AV0859'HOLLY BEACH GO SOUTH 0.05 MILE THENCE WEST ON SHELL ROAD
 AV0859'FOR 8.5 MILES TO A TWO-STORY WHITE HOUSE ON RIGHT.  CONTINUE
 AV0859'WEST FOR 0.3 MILE TO A T-ROAD LEADING SOUTH.  TURN LEFT AND
 AV0859'FOLLOW ROAD SOUTH FOR 0.35 MILE TO THE STATION ON THE WEST.
 AV0859
 AV0859                          STATION RECOVERY (1959)
 AV0859
 AV0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RAG)
 AV0859'THE STATION WAS VISITED 1-27-59 AND THE STATION MARK, AZIMUTH
 AV0859'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  OCEAN
 AV0859'SHORAN (USGS) 1946 USED AS REFERENCE MARK NO 2 WAS FOUND UPROOTED
 AV0859'AND LYING ON THE BEACH.  THE MARK WAS THEN RESET IN ITS ORIGINAL
 AV0859'POSITION FROM THE MEASUREMENT OF 228.31 FEET FROM THE STATION
 AV0859'MARK AND THE ANGLE FROM THE 1933 AZIMUTH MARK.  THE MARK
 AV0859'WAS REENFORCED WITH CONCRETE.  AFTER THE MARK WAS RESET THE
 AV0859'ANGLE WAS OBSERVED AT THE STATION FROM THE 1933 AZIMUTH MARK,
 AV0859'THE ANGLE CHECKED WITHIN 6 SECONDS AND THE DISTANCE CHECKED
 AV0859'THE 1955 MEASUREMENTS.  THE AZIMUTH MARK WAS MOVED AT THIS
 AV0859'DATE AT THE REQUEST OF THE LOUISIANA STATE HIGHWAY
 AV0859'DEPARTMENT.  IT WAS MOVED 120 FEET NORTH ACROSS THE ROAD AND
 AV0859'IN LINE WITH THE 1933 AZIMUTH MARK AND THE STATION.  A NEW
 AV0859'DESCRIPTION FOLLOWS--
 AV0859'
 AV0859'THE STATION IS LOCATED 8.8 MILES WEST OF THE SMALL COMMUNITY
 AV0859'OF HOLLY BEACH, ABOUT 0.45 MILE WEST-SOUTHWEST OF A LARGE
 AV0859'TWO STORY HOUSE ON THE NORTHSIDE OF AN EAST-WEST ROAD, 0.35
 AV0859'MILE SOUTH OF AN EAST-WEST ROAD AT THE NORTH EDGE OF THE
 AV0859'BEACH OF THE GULF OF MEXICO.  IT IS 438 FEET NORTH OF THE
 AV0859'CREST OF THE BEACH, 25 FEET WEST OF A NORTH-SOUTH SHELL ROAD
 AV0859'AND 5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST PROJECTING
 AV0859'4 FEET BEARING A WHITE METAL SIGN.  IT IS A STANDARD U.S.
 AV0859'GEOLOGICAL TRAVERSE DISK, STAMPED OCEAN 1933, SET IN THE
 AV0859'TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 AV0859'A 10 FOOT WOOD STAND IS SET OVER THE MARK.
 AV0859'
 AV0859'REFERENCE MARK NO. 1 IS 111.48 FEET WEST OF THE STATION, 438
 AV0859'FEET NORTH OF THE CREST OF THE BEACH AND 138 FEET WEST OF THE
 AV0859'CENTER OF THE NORTH-SOUTH SHELL ROAD.  IT IS A STANDARD U.S.
 AV0859'GEOLOGICAL REFERENCE MARK DISK SET IN THE TOP OF AN 8-INCH
 AV0859'SQUARE CONCRETE POST PROJECTING 6 INCHES.  THE DISK IS NOT
 AV0859'STAMPED.
 AV0859'
 AV0859'REFERENCE MARK NO. 2 (OCEAN SHORAN USGS) IS 228.31 FEET SOUTH
 AV0859'OF THE STATION, 200 FEET NORTH OF THE CREST OF THE BEACH AND
 AV0859'ON THE PROJECTED CENTERLINE OF THE NORTH-SOUTH SHELL ROAD
 AV0859'LEADING TO THE BEACH.  IT IS A STANDARD U.S. GEOLOGICAL TRAVERSE
 AV0859'DISK SET IN THE TOP OF A CONCRETE FILLED 7-INCH TERRA COTTA PIPE,
 AV0859'STAMPED OCEAN SHORAN 1946 PROJECTING 6 INCHES.
 AV0859'
 AV0859'THE AZIMUTH MARK IS LOCATED 0.35 MILE NORTH OF THE STATION
 AV0859'AT THE INTERSECTION OF THE EAST-WEST BLACK TOP ROAD AND THE
 AV0859'SHELL ROAD LEADING SOUTH TO THE STATION.  IT IS 59 FEET NORTH
 AV0859'OF THE CENTER OF THE EAST-WEST ROAD, 15 FEET WEST OF A POWER
 AV0859'POLE, 14 FEET EAST OF THE PROJECTED CENTERLINE OF THE SHELL
 AV0859'ROAD LEADING SOUTH, AND 2 FEET WEST OF A METAL WITNESS POST
 AV0859'PROJECTING 4 FEET BEARING A WHITE SIGN.  IT IS A STANDARD
 AV0859'DISK, STAMPED OCEAN (USGS) 1933 RESET 1959, SET IN THE TOP
 AV0859'OF 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 AV0859'
 AV0859'TO REACH THE STATION FROM THE WALTER STANLEY GENERAL STORE
 AV0859'AT HOLLY BEACH, GO SOUTH 0.05 MILE, TURN RIGHT AND GO WEST FOR
 AV0859'8.5 MILES TO A TWO STORY WHITE FRAME HOUSE ON THE RIGHT,
 AV0859'CONTINUE WEST FOR 0.3 MILES TO A SHELL ROAD LEADING SOUTH AND
 AV0859'THE AZIMUTH MARK ON THE RIGHT, TURN LEFT, SOUTH, FOR 0.35 MILE
 AV0859'TO THE STATION ON THE RIGHT.
 AV0859
 AV0859                          STATION RECOVERY (1963)
 AV0859
 AV0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0859'THE STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE
 AV0859'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 AV0859'2 WAS FOUND DESTROYED AND A REFERENCE MARK 3 WAS ESTABLISHED.
 AV0859'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 AND THE AZIMUTH
 AV0859'MARK CHECKED.
 AV0859'
 AV0859'A NEW TO REACH FOLLOWS--
 AV0859'
 AV0859'THE STATION IS LOCATED ABOUT 9 MILES WEST OF HOLLY BEACH, 5.5 MILES
 AV0859'EAST OF JOHNSONS BAYOU SCHOOL AND 0.35 MILE SOUTH OF STATE
 AV0859'HIGHWAY 82 AND ABOUT 400 FEET NORTH OF OCEAN WATER LINE.
 AV0859'
 AV0859'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27
 AV0859'AND 82 IN THE WEST EDGE OF HOLLY BEACH, GO WEST ON STATE
 AV0859'HIGHWAY 82 FOR 8.4 MILES TO A TWO STORY HOUSE ON RIGHT, CONTINUE
 AV0859'WEST FOR 0.25 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK
 AV0859'ON RIGHT, TURN LEFT AND GO SOUTH FOR 0.35 MILE TO STATION
 AV0859'ON WEST SIDE OF ROAD AND WITNESS POST.
 AV0859'
 AV0859'STATION MARK, IS A USGS BENCH MARK SET IN THE TOP OF A 8 INCH
 AV0859'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES AND STAMPED
 AV0859'OCEAN 1933 8 FT. ELV.  THE MARK IS 3.8 FEET SOUTH-SOUTHEAST
 AV0859'OF THE WITNESS POST, 27 FEET WEST OF THE CENTER OF A TRACK
 AV0859'ROAD AND ABOUT 250 FEET NORTH OF SHORE LINE.
 AV0859'
 AV0859'REFERENCE MARK 1, IS A USGS BENCH MARK DISK SET IN THE TOP
 AV0859'OF A 8 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 AV0859'(NO STAMPING ON MARK).  THE MARK IS 108 FEET WEST OF THE
 AV0859'WITNESS POST AND 135 FEET WEST OF THE CENTER OF THE TRACK
 AV0859'ROAD.
 AV0859'
 AV0859'REFERENCE MARK 3, IS A STANDARD DISK SET IN THE TOP OF A 12
 AV0859'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
 AV0859'THE MARK IS 21 FEET WEST OF THE CENTER OF THE TRACK ROAD AND
 AV0859'95.4 FEET SOUTH OF THE WITNESS POST.
 AV0859'
 AV0859'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AV0859'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND STAMPED
 AV0859'OCEAN (USGS) 1933 RESET 1959.  THE MARK IS 1.6 FEET SOUTH
 AV0859'OF FENCE, 1.6 FEET WEST OF THE WITNESS POST, 15 FEET WEST OF
 AV0859'A POWER POLE NO. 175 AND 59 FEET NORTH OF THE CENTER OF STATE
 AV0859'HIGHWAY 82.
 AV0859'
 AV0859'HEIGHT OF LIGHT ABOVE STATION MARK 25.86 METERS.
 AV0859
 AV0859                          STATION RECOVERY (1971)
 AV0859
 AV0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AV0859'THE STATION WAS VISITED 1-18-71 AND ALL MARKS WERE FOUND IN
 AV0859'GOOD CONDITION, A PIPE LINE WAS BEING LAID ACROSS THE ROAD,
 AV0859'AT THIS TIME, BUT NONE OF THE MARKS WERE BEING DISTURBED.
 AV0859'A POWER LINE HAD BEEN ESTABLISHED PRIOR TO THIS DATE AND THE
 AV0859'POLES WILL BE USED AS A REFERENCE TO THE MARKS.  A NEW
 AV0859'DESCRIPTION FOLLOWS--
 AV0859'
 AV0859'THE STATION IS LOCATED ABOUT 8.5 MILES WEST OF HOLLY BEACH
 AV0859'AND 0.35 MILE SOUTH OF STATE HIGHWAY 82, 359 FEET NORTH OF
 AV0859'THE HIGH WATER LINE ON THE BEACH, 27 FEET WEST OF A SCHOOL
 AV0859'ROAD, 11.5 FEET WEST OF A POWER LINE, 145 FEET NORTH OF A POWER
 AV0859'POLE WHERE POWER LINE TURNS WEST, 163.5 FEET SOUTH OF A
 AV0859'POWER POLE, 43 FEET SOUTH OF A TRACK ROAD WEST, AND 5 FEET EAST
 AV0859'OF A METAL WITNESS POST, AND 1 FOOT WEST OF A METAL WITNESS
 AV0859'POST.  IT IS A U.S.G.S. TRAVERSE DISK, STAMPED OCEAN 1933,
 AV0859'PROJECTING 8 INCHES.
 AV0859'
 AV0859'REFERENCE MARK NO. 1 IS 111.43 FEET WEST OF THE STATION, 146
 AV0859'FEET WEST OF THE CENTER OF A SHELL ROAD, 22 FEET SOUTH OF
 AV0859'CENTER OF A TRACK ROAD, 160 FEET NORTH OF POWER POLE NO. 8 AND
 AV0859'1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A U.S.G.S. DISK
 AV0859'NOT STAMPED.
 AV0859'
 AV0859'REFERENCE MARK NO. 3 IS 94.40 FEET SOUTH OF THE STATION.
 AV0859'IT IS 265 FEET NORTH OF THE HIGH WATER LINE ON THE BEACH,
 AV0859'49.5 FEET NORTH OF A POWER POLE NO. 7.  (THE POWER LINE TURNS
 AV0859'WEST AT THIS POLE), 19 FEET WEST OF A SHELL ROAD, 85 FEET
 AV0859'NORTHEAST OF POLE NO. 8 AND 1 FOOT WEST OF A METAL WITNESS
 AV0859'POST.  IT IS A REFERENCE MARK DISK STAMPED OCEAN NO. 3 1933.
 AV0859'FLUSH WITH THE GROUND.
 AV0859'
 AV0859'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, 59 FEET
 AV0859'NORTH OF THE CENTER OF STATE HIGHWAY 82, 14 FEET EAST OF THE
 AV0859'PROJECTED CENTERLINE OF THE ROAD SOUTH TO THE STATION, 28 FEET
 AV0859'EAST OF A POWER POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 AV0859'IT IS AN AZIMUTH MARK DISK STAMPED OCEAN (USGS) 1933 RESET
 AV0859'1959 PROJECTING 6 INCHES.
 AV0859'
 AV0859'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27
 AV0859'AND 82 IN THE WEST EDGE OF HOLLY BEACH, GO WEST ON STATE HIGHWAY
 AV0859'82 FOR 8.4 MILES TO A TWO STORY BUILDING ON THE RIGHT, CONTINUE
 AV0859'WEST FOR 0.25 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK
 AV0859'ON THE RIGHT, TURN LEFT AND GO SOUTH TOWARD THE BEACH FOR 0.35
 AV0859'MILE TO THE STATION ON THE RIGHT.
 AV0859'
 AV0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES WEST
 AV0859'OF HOLLY BEACH.
 AV0859
 AV0859                          STATION RECOVERY (1988)
 AV0859
 AV0859'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0859'RECOVERED IN GOOD CONDITION.
 AV0859
 AV0859                          STATION RECOVERY (2002)
 AV0859
 AV0859'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 AV0859'RECOVERED IN GOOD CONDITION.  MONUMENT IS LOCATED ON GULF VIEW DRIVE
 AV0859'AND IS STAMPED OCEAN AND 8. FT FOR THE ELEVATION VALUE, CONTRARY TO
 AV0859'THE PUBLISHED VALUE OF 6. FT.  STATIC GPS BY JCLS RESULTED IN AN
 AV0859'ADJUSTED ELEVATION OF 7.55 FEET.
 AV0859
 AV0859                          STATION RECOVERY (2005)
 AV0859
 AV0859'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0859'LOCATED 7FT 3IN NORTH OF RM2 WHICH IS ADJACENT TO A FIBERGLASS SURVEY
 AV0859'MARKER POST.
 AV0859
 AV0859                          STATION RECOVERY (2006)
 AV0859
 AV0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 AV0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1038 ***********************************************************************
 AT1038  DESIGNATION -  OCTAVE
 AT1038  PID         -  AT1038
 AT1038  STATE/COUNTY-  LA/PLAQUEMINES
 AT1038  USGS QUAD   -  PASS A LOUTRE WEST (1993)
 AT1038
 AT1038                         *CURRENT SURVEY CONTROL
 AT1038  ___________________________________________________________________
 AT1038* NAD 83(1992)-  29 14 30.92126(N)    089 10 58.60154(W)     ADJUSTED  
 AT1038* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1038  **This station is located in a subsidence area (see below).
 AT1038  ___________________________________________________________________
 AT1038  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AT1038  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AT1038
 AT1038  HORZ ORDER  -  SECOND
 AT1038
 AT1038.The horizontal coordinates were established by classical geodetic methods
 AT1038.and adjusted by the National Geodetic Survey in January 1993..
 AT1038
 AT1038 ** The orthometric height has not been validated since last determined
 AT1038 ** by differential leveling and should not be used for control purposes.
 AT1038 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1038 ** area with valid NAVD 88 orthometric heights.
 AT1038 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1038 ** epoch indicated which incorporates improved geoid heights for the
 AT1038 ** Southern Louisiana Subsidence area.
 AT1038 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1038.The orthometric height was scaled from a topographic map.
 AT1038
 AT1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1038
 AT1038.The geoid height was determined by GEOID03.
 AT1038
 AT1038;                    North         East     Units Scale Factor Converg.
 AT1038;SPC LA S     -    84,201.715 1,209,032.155   MT  1.00001280   +1 04 30.8
 AT1038;SPC LA S     -   276,251.79  3,966,633.00   sFT  1.00001280   +1 04 30.8
 AT1038;UTM  16      - 3,236,763.868   287,851.262   MT  1.00015540   -1 04 00.3
 AT1038
 AT1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1038!SPC LA S     -   1.00000378  x   1.00001280  =   1.00001658
 AT1038!UTM  16      -   1.00000378  x   1.00015540  =   1.00015918
 AT1038
 AT1038:                Primary Azimuth Mark                     Grid Az
 AT1038:SPC LA S     -  OCTAVE AZ MK RESET                       013 21 38.9
 AT1038:UTM  16      -  OCTAVE AZ MK RESET                       015 30 10.0
 AT1038
 AT1038|---------------------------------------------------------------------|
 AT1038| PID    Reference Object                     Distance      Geod. Az  |
 AT1038|                                                           dddmmss.s |
 AT1038| DD7503 OCTAVE AZ MK RESET                                 0142609.7 |
 AT1038| DD7505 OCTAVE RM 2                         198.030 METERS 01700     |
 AT1038| DD7502 OCTAVE AZ MK                                       0400314.7 |
 AT1038| DD7506 OCTAVE RM 3                          18.514 METERS 18256     |
 AT1038| AT1037 OCTAVE PASS TEXAS CO RAD MAST        37.597 METERS 21548     |
 AT1038| AT1046 DELTA NAT WILDLIFE LOOKOUT          APPROX. 9.7 KM 2465003.8 |
 AT1038| DD7507 OCTAVE RM 4                          17.783 METERS 26128     |
 AT1038| DD7504 OCTAVE RM 1                          22.300 METERS 28554     |
 AT1038| DD8167 TEXAS GRAND BAY TOWER                              30839     |
 AT1038| AT1019 MOBIL 46 A                          APPROX.17.1 KM 3480145.2 |
 AT1038| DD6565 CUBITS GAP MAIN PASS                               35416     |
 AT1038|---------------------------------------------------------------------|
 AT1038
 AT1038                          SUPERSEDED SURVEY CONTROL
 AT1038
 AT1038  NAD 83(1986)-  29 14 30.92480(N)    089 10 58.61166(W) AD(       ) 2
 AT1038  NAD 27      -  29 14 30.13100(N)    089 10 58.43200(W) AD(       ) 2
 AT1038
 AT1038.Superseded values are not recommended for survey control.
 AT1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1038.See file dsdata.txt to determine how the superseded data were derived.
 AT1038
 AT1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8785136764(NAD 83)
 AT1038_MARKER: DS = TRIANGULATION STATION DISK
 AT1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1038_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1038+STABILITY: SURFACE MOTION
 AT1038
 AT1038  HISTORY     - Date     Condition        Report By
 AT1038  HISTORY     - 1955     MONUMENTED       CGS
 AT1038  HISTORY     - 1963     GOOD             CGS
 AT1038  HISTORY     - 1966     GOOD             CGS
 AT1038  HISTORY     - 1969     GOOD             CGS
 AT1038  HISTORY     - 1970     GOOD             NGS
 AT1038
 AT1038                          STATION DESCRIPTION
 AT1038
 AT1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1038'THE STATION IS LOCATED ABOUT 10.5 MILES EAST-SOUTHEAST OF VENICE AND
 AT1038'ABOUT 6 MILES EAST
 AT1038'OF PILOTTOWN ON THE WEST SIDE OF OCTAVE PASS, AT
 AT1038'THE TEXAS CO.  DELTA DUCK CLUB, FIELD
 AT1038'OFFICE AND CAMP.
 AT1038'
 AT1038'THE STATION MARK, NEAR THE NORTHEAST CORNER OF THE SOFT BALL FIELD,
 AT1038'IS 109.5 FEET
 AT1038'NORTHWEST OF THE NORTHWEST CORNER OF BUILDING NO.252,
 AT1038'67 FEET WEST OF A BOARD WALK AND
 AT1038'21 FEET SOUTH OF A BLACK WITNESS
 AT1038'POST.  IT IS LEVEL WITH THE GROUND SURFACE AND THE
 AT1038'DISK IS STAMPED
 AT1038'OCTAVE 1955.
 AT1038'
 AT1038'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 12 FEET SOUTH OF THE
 AT1038'SOUTH EDGE OF A
 AT1038'CANE SWAMP, AND IS LEVEL WITH THE GROUND SURFACE.
 AT1038'THE DISK IS STAMPED OCTAVE NO 1
 AT1038'1955.
 AT1038'
 AT1038'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS DIRECTLY UNDER THE 180
 AT1038'FOOT HIGH RADIO
 AT1038'MAST.  A STANDARD DISK SET FLUSH, IN THE CENTER OF
 AT1038'THE CONCRETE FOUNDATION OF THE
 AT1038'RADIO TRANSMITTER HOUSE, STAMPED
 AT1038'OCTAVE NO 2 1955.
 AT1038'
 AT1038'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILES NORTHEAST OF THE STATION,
 AT1038'IS 92 FEET EAST OF
 AT1038'THE EAST BANK OF OCTAVE PASS, 3 FEET SOUTHEAST OF
 AT1038'A BLACK WITNESS POST AND PROJECTS 2
 AT1038'FEET.  THE DISK IS STAMPED OCTAVE
 AT1038'1955.
 AT1038
 AT1038                          STATION RECOVERY (1963)
 AT1038
 AT1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT1038'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, NEITHER THE
 AT1038'REFERENCE MARKS
 AT1038'NOR THE AZIMUTH WERE RECOVERED AND ARE PRESUMED TO
 AT1038'HAVE BEEN DESTROYED, THEREFORE NEW
 AT1038'MARKS WERE ESTABLISHED.  DUE TO
 AT1038'CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS-
 AT1038'
 AT1038'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12 X 12 INCH
 AT1038'CONCRETE MONUMENT
 AT1038'THAT IS ABOUT 6 INCHES BELOW THE SURFACE OF THE
 AT1038'GROUND.  IT IS 142 FEET NORTHEAST OF
 AT1038'RADIO MAST BASE, 60 FEET
 AT1038'NORTHWEST OF NORTHEAST CONCRETE RADIO MAST ANCHOR AND
 AT1038'59 FEET WEST OF
 AT1038'POWER POLE.  THE DISK IS STAMPED OCTAVE 1955.
 AT1038'
 AT1038'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 AT1038'THE WEST CORNER OF
 AT1038'NORTHEAST CONCRETE RADIO MAST ANCHOR.  IT IS 42
 AT1038'FEET NORTHWEST OF NORTHWEST CORNER OF
 AT1038'BUILDING AND 30 FEET NORTHWEST
 AT1038'OF POWER POLE.  THE DISK IS STAMPED OCTAVE NO 3 1955.
 AT1038'
 AT1038'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF A 6 INCH
 AT1038'CAST IRON PIPE
 AT1038'FILLED WITH CEMENT THAT PROJECTS ABOUT 8 INCHES.  IT
 AT1038'IS 82 FEET NORTH OF RADIO MAST
 AT1038'BASE AND THE DISK IS STAMPED OCTAVE NO
 AT1038'4 1955.
 AT1038'
 AT1038'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 6 INCH CAST IRON
 AT1038'PIPE FILLED WITH
 AT1038'CEMENT THAT PROJECTS ABOUT 19 INCHES.  IT IS 2 FEET
 AT1038'NORTHWEST OF WITNESS POST WITH
 AT1038'METAL SIGN, 3 FEET WEST OF THE WEST
 AT1038'EDGE OF WOODEN CATWALK AND ABOUT 20 YARDS WEST OF
 AT1038'THE WEST BANK OF
 AT1038'OCTAVE PASS.  THE DISK IS STAMPED OCTAVE 1955 RESET 1963.
 AT1038'
 AT1038'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AT1038
 AT1038                          STATION RECOVERY (1966)
 AT1038
 AT1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1038'STATION, REFERENCE MARKS 2, 3, 4, AND THE AZIMUTH MARK WERE RECOVERED
 AT1038'AND FOUND IN GOOD
 AT1038'CONDITION.  A PLATFORM HAS BEEN ERECTED OVER THE
 AT1038'STATION AND AN ECCENTRIC POINT HAD
 AT1038'TO BE BUILT OVER AND OCCUPIED AT
 AT1038'THIS TIME.  DUE TO THICK BRUSH ON LINE TO THE AZIMUTH
 AT1038'MARK AND
 AT1038'REFERENCE MARK 2 THESE POINTS COULD NOT BE CUT IN AT THIS TIME.  THE
 AT1038'1963 DESCRIPTION
 AT1038'FOR THE AZIMUTH MARK AND REFERENCE MARK 2 IS
 AT1038'ADEQUATE.
 AT1038'
 AT1038'A NEW DESCRIPTION FOLLOWS-
 AT1038'
 AT1038'THE STATION IS ABOUT 10-1/2 MILES EAST-SOUTHEAST OF VENICE, 6 MILES
 AT1038'EAST OF PILOTTOWN,
 AT1038'ON THE WEST SIDE OF OCTAVE PASS AND ON THE GROUNDS
 AT1038'OF THE TEXAS CO.  DUCK CLUB, FIELD
 AT1038'OFFICE AND CAMP.
 AT1038'
 AT1038'STATION MARK IS A STANDARD DISK STAMPED OCTAVE 1955, IS SET IN A
 AT1038'SQUARE CONCRETE
 AT1038'MONUMENT WHICH IS 5 INCHES BELOW THE SURFACE OF THE
 AT1038'GROUND.  IT IS 1 FOOT SOUTHWEST OF
 AT1038'A METAL WITNESS POST, 71.5 FEET
 AT1038'WEST OF A SMALL PUMP STATION, 109 FEET NORTHWEST OF
 AT1038'THE NORTHWEST
 AT1038'CORNER OF A BUILDING AND 142.6 FEET NORTH-NORTHEAST OF A RADIO MAST.
 AT1038'THE UNDERGROUND
 AT1038'MARK WAS NOT INSPECTED.
 AT1038'
 AT1038'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED OCTAVE NO 3 1955
 AT1038'CEMENTED IN A
 AT1038'DRILL HOLE IN A 4 X 4 FEET CONCRETE BLOCK THAT SERVES
 AT1038'AS AN ANCHOR FOR A GUY WIRE TO
 AT1038'THE RADIO MAST AND IT PROJECTS 1 FOOT
 AT1038'ABOVE THE GROUND.  IT IS 83 FEET SOUTHWEST OF THE
 AT1038'PUMP STATION, 61
 AT1038'FEET SOUTHEAST OF THE METAL WITNESS POST AND 83 FEET NORTHWEST OF
 AT1038'THE NORTHWEST
 AT1038'CORNER OF THE BUILDING.
 AT1038'
 AT1038'REFERENCE MARK NO. 4, A STANDARD STAMPED OCTAVE NO 4 1955, IS SET IN
 AT1038'AN 6 INCH CAST
 AT1038'IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS 8
 AT1038'INCHES.  IT IS 57 FEET SOUTHWEST
 AT1038'OF THE METAL WITNESS POST AND 107
 AT1038'FEET NORTH OF THE MAST.
 AT1038'
 AT1038'THE STATION MAY BE REACHED ONLY BY BOAT OR AIRCRAFT.
 AT1038'
 AT1038'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AT1038
 AT1038                          STATION RECOVERY (1969)
 AT1038
 AT1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1038'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1038'AFTER HURRICANE CAMILLE.  THE WITNESS POST NEEDS REPLACING.  THE
 AT1038'WOODEN TOWER IS MISSING.
 AT1038
 AT1038                          STATION RECOVERY (1970)
 AT1038
 AT1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1037 ***********************************************************************
 AT1037  DESIGNATION -  OCTAVE PASS TEXAS CO RAD MAST
 AT1037  PID         -  AT1037
 AT1037  STATE/COUNTY-  LA/PLAQUEMINES
 AT1037  USGS QUAD   -  PASS A LOUTRE WEST (1993)
 AT1037
 AT1037                         *CURRENT SURVEY CONTROL
 AT1037  ___________________________________________________________________
 AT1037* NAD 83(1992)-  29 14 29.93086(N)    089 10 59.41601(W)     ADJUSTED  
 AT1037* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1037  **This station is located in a subsidence area (see below).
 AT1037  ___________________________________________________________________
 AT1037  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AT1037  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AT1037
 AT1037  HORZ ORDER  -  SECOND
 AT1037
 AT1037.The horizontal coordinates were established by classical geodetic methods
 AT1037.and adjusted by the National Geodetic Survey in January 1993..
 AT1037
 AT1037 ** The orthometric height has not been validated since last determined
 AT1037 ** by differential leveling and should not be used for control purposes.
 AT1037 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1037 ** area with valid NAVD 88 orthometric heights.
 AT1037 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1037 ** epoch indicated which incorporates improved geoid heights for the
 AT1037 ** Southern Louisiana Subsidence area.
 AT1037 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1037.The orthometric height was scaled from a topographic map.
 AT1037
 AT1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1037
 AT1037.The geoid height was determined by GEOID03.
 AT1037
 AT1037;                    North         East     Units Scale Factor Converg.
 AT1037;SPC LA S     -    84,170.814 1,209,010.737   MT  1.00001286   +1 04 30.4
 AT1037;SPC LA S     -   276,150.41  3,966,562.73   sFT  1.00001286   +1 04 30.4
 AT1037;UTM  16      - 3,236,733.785   287,828.702   MT  1.00015552   -1 04 00.7
 AT1037
 AT1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1037!SPC LA S     -   1.00000378  x   1.00001286  =   1.00001664
 AT1037!UTM  16      -   1.00000378  x   1.00015552  =   1.00015930
 AT1037
 AT1037                          SUPERSEDED SURVEY CONTROL
 AT1037
 AT1037  NAD 83(1986)-  29 14 29.93440(N)    089 10 59.42613(W) AD(       ) 2
 AT1037  NAD 27      -  29 14 29.14027(N)    089 10 59.24599(W) AD(       ) 2
 AT1037
 AT1037.Superseded values are not recommended for survey control.
 AT1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1037.See file dsdata.txt to determine how the superseded data were derived.
 AT1037
 AT1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8782936734(NAD 83)
 AT1037_MARKER: 42 = RADIO/TV MAST
 AT1037
 AT1037  HISTORY     - Date     Condition        Report By
 AT1037  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1037
 AT1037                          STATION DESCRIPTION
 AT1037
 AT1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT1037'SEE STATION OCTAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0258 ***********************************************************************
 BX0258  DESIGNATION -  ODOM
 BX0258  PID         -  BX0258
 BX0258  STATE/COUNTY-  LA/WINN
 BX0258  USGS QUAD   -  FLAT CREEK (1984)
 BX0258
 BX0258                         *CURRENT SURVEY CONTROL
 BX0258  ___________________________________________________________________
 BX0258* NAD 83(1992)-  31 53 29.75686(N)    092 24 52.84341(W)     ADJUSTED  
 BX0258* NAVD 88     -        59.54   (+/-2cm)     195.3    (feet)  VERTCON   
 BX0258  ___________________________________________________________________
 BX0258  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BX0258  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0258
 BX0258  HORZ ORDER  -  FIRST
 BX0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0258
 BX0258.The horizontal coordinates were established by classical geodetic methods
 BX0258.and adjusted by the National Geodetic Survey in January 1993..
 BX0258
 BX0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0258.The vertical order pertains to the NGVD 29 superseded value.
 BX0258
 BX0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0258
 BX0258.The geoid height was determined by GEOID03.
 BX0258
 BX0258;                    North         East     Units Scale Factor Converg.
 BX0258;SPC LA N     -   154,296.500 1,008,071.058   MT  0.99991484   +0 02 42.4
 BX0258;SPC LA N     -   506,221.10  3,307,313.13   sFT  0.99991484   +0 02 42.4
 BX0258;UTM  15      - 3,528,569.752   555,352.098   MT  0.99963779   +0 18 33.3
 BX0258
 BX0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0258!SPC LA N     -   0.99999467  x   0.99991484  =   0.99990951
 BX0258!UTM  15      -   0.99999467  x   0.99963779  =   0.99963246
 BX0258
 BX0258:                Primary Azimuth Mark                     Grid Az
 BX0258:SPC LA N     -  OLLA MUNICIPAL TANK                      085 38 19.0
 BX0258:UTM  15      -  OLLA MUNICIPAL TANK                      085 22 28.1
 BX0258
 BX0258|---------------------------------------------------------------------|
 BX0258| PID    Reference Object                     Distance      Geod. Az  |
 BX0258|                                                           dddmmss.s |
 BX0258| BX2556 OLLA MUNICIPAL TANK                 APPROX.16.1 KM 0854101.4 |
 BX0258| BX2564 OLLA LOOKOUT TOWER LADC             APPROX.14.8 KM 0874554.9 |
 BX0258| BX0259 ODOM RM 1                            52.826 METERS 09445     |
 BX0258| BX2566 URANIA LUMBER CO WATER TANK         APPROX.11.6 KM 1073223.2 |
 BX0258| BX0260 ODOM AZ MK                                         1280624.5 |
 BX0258| BX2565 ROCHELLE TREMONT LUMBR TALL TK      APPROX.12.0 KM 1573052.2 |
 BX0258| BX2567 ROCHELLE GRANT TIMBER CO TANK       APPROX.12.7 KM 1622609.8 |
 BX0258| BX0257 ODOM RM 2                            39.965 METERS 17049     |
 BX0258| BX2739 MELTON RESET                        APPROX.16.7 KM 2571018.2 |
 BX0258| BX2743 WINNFIELD MUNICIPAL TANK            APPROX.21.3 KM 2793133.2 |
 BX0258| BX2733 COLGRADE FEDERAL FIRE TOWER         APPROX.12.4 KM 2840633.7 |
 BX0258|---------------------------------------------------------------------|
 BX0258
 BX0258                          SUPERSEDED SURVEY CONTROL
 BX0258
 BX0258  NAD 83(1986)-  31 53 29.77125(N)    092 24 52.83550(W) AD(       ) 1
 BX0258  NAD 27      -  31 53 29.17100(N)    092 24 52.32500(W) AD(       ) 1
 BX0258  NGVD 29 (??/??/??)   59.562  (m)          195.41   (f) ADJUSTED    2 0
 BX0258
 BX0258.Superseded values are not recommended for survey control.
 BX0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0258.See file dsdata.txt to determine how the superseded data were derived.
 BX0258
 BX0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR5535228570(NAD 83)
 BX0258_MARKER: DS = TRIANGULATION STATION DISK
 BX0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0258_STAMPING: ODOM 1934
 BX0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0258+STABILITY: SURFACE MOTION
 BX0258
 BX0258  HISTORY     - Date     Condition        Report By
 BX0258  HISTORY     - 1934     MONUMENTED       CGS
 BX0258  HISTORY     - 1936     GOOD             LAGS
 BX0258  HISTORY     - 1941     GOOD             CGS
 BX0258  HISTORY     - 1950     GOOD             CGS
 BX0258
 BX0258                          STATION DESCRIPTION
 BX0258
 BX0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX0258'STATION IS ABOUT 13 MILES E OF WINNFIELD AND 13 MILES N OF
 BX0258'SIKES, IN THE SW CORNER OF THE NW 1/4 OF SEC. 31, T. 11 N.,
 BX0258'R. 1 E., ON LAND OWNED BY MR. ODOM.
 BX0258'
 BX0258'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BX0258'DISKS SET IN CONCRETE.
 BX0258'
 BX0258'REFERENCE MARK NO. 1 IS ACROSS LANE, 1.5 FEET S OF FENCE
 BX0258'LINE.
 BX0258'
 BX0258'REFERENCE MARK NO. 2 IS 6 FEET NE OF CORNER OF FENCE AND
 BX0258'2 FEET N OF FENCE CORNER.
 BX0258'
 BX0258'AZIMUTH MARK IS E ON DIM TRAIL 0.15 MILE ON EDGE OF WOODS.
 BX0258'
 BX0258'STATION IS REACHED FROM WINNFIELD BY GOING E FROM THE NE
 BX0258'CORNER OF COURTHOUSE SQUARE ON HIGHWAY 6, 2.85 MILES TO FORK.
 BX0258'TAKE RIGHT FORK ON PAVEMENT 3.8 MILES TO FORK AND FIRE TOWER,
 BX0258'TAKE LEFT FORK ON GRAVEL 6.7 MILES TO DIRT CROSSROADS 100
 BX0258'FEET E ON TOP OF LOCAL HUMP ON ROAD.  GO S ON DIRT ROAD 1.3
 BX0258'MILES TO LEFT TURN E 0.3 TO FORK, LEFT FORK UP HILL 0.35
 BX0258'MILE TO STATION.  POINT SELECTED IS IN LANE 11.5 FEET E OF
 BX0258'FENCE LINE AND 50 FEET S OF FORK IN LANE.
 BX0258'
 BX0258'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BX0258
 BX0258                          STATION RECOVERY (1936)
 BX0258
 BX0258'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX0258'RECOVERED STATION AS DESCRIBED.  ORIGINAL DESCRIPTION SHOULD
 BX0258'READ--STATION IS ABOUT 13 MILES E OF WINNFIELD AND 13 MILES
 BX0258'S OF SIKES.  THE ORIGINAL ROADS STATION IS ABOUT 13 MILES
 BX0258'E OF WINNFIELD AND 13 MILES N OF SIKES.
 BX0258
 BX0258                          STATION RECOVERY (1941)
 BX0258
 BX0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX0258'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 BX0258'CONDITION.  STATION IS ABOUT 12 MILES W OF THE TOWN OF OLLA,
 BX0258'IN THE SW CORNER OF SEC. 31, T. 11 N., R. 1 E., ON LAND
 BX0258'OWNED BY MR. ODOM.  IT IS 11.5 FEET E OF A FENCE, 11.5 FEET
 BX0258'E OF A WHITE REFERENCE POST AND ABOUT 50 YARDS NE OF A HOUSE.
 BX0258'
 BX0258'STATION MARK IS STAMPED ODOM 1934 AND PROJECTS
 BX0258'ABOUT 10 INCHES.
 BX0258'
 BX0258'REFERENCE MARK NO. 1 IS STAMPED ODOM NO. 1 1934
 BX0258'AND PROJECTS ABOUT 12 INCHES.
 BX0258'
 BX0258'REFERENCE MARK NO. 2  IS ABOUT 20 YARDS E OF A
 BX0258'HOUSE AND 1 FOOT E OF A FENCE.  IT IS STAMPED ODOM NO. 2
 BX0258'1934 AND PROJECTS ABOUT 12 INCHES.
 BX0258'
 BX0258'AZIMUTH MARK IS 18 FEET S OF A DIM TRAIL ROAD
 BX0258'AND 2 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED ODOM
 BX0258'1934 AND PROJECTS ABOUT 12 INCHES.
 BX0258'
 BX0258'TO REACH THE STATION FROM OLLA, GO SW ON U.S. HIGHWAY 165
 BX0258'FOR 1.3 MILES TO THE JUNCTION WITH STATE HIGHWAY 6.  TURN
 BX0258'RIGHT AND FOLLOW STATE HIGHWAY 6 FOR 10.4 MILES TO A DIRT
 BX0258'CROSS ROAD.  TURN LEFT ON DIRT ROAD AND GO 0.15 MILE TO A FORK.
 BX0258'TAKE LEFT FORK AND GO 1.15 MILES TO A FARMHOUSE ON THE RIGHT.
 BX0258'TURN LEFT AND GO 0.3 MILE TO A FORK.  TAKE LEFT FORK AND GO
 BX0258'0.35 MILE TO STATION ON THE RIGHT.
 BX0258
 BX0258                          STATION RECOVERY (1950)
 BX0258
 BX0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0258'9.3 MI NW FROM TULLOS.
 BX0258'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0258'U.S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 1.4 MILES NORTHEAST ALONG A
 BX0258'GRADED DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A GRADED DIRT ROAD. AT
 BX0258'THE BEN MCGUFFEY FARMHOUSE, 190.0 FEET NORTH OF THE NORTHEAST CORNER
 BX0258'OF THE HOUSE, 131.1 FEET NORTH OF ODOM R.M. 2, 30 FEET SOUTHWEST OF
 BX0258'THE CENTER LINE OF THE ROAD, 10.9 FEET EAST OF A WITNESS POST, SET IN
 BX0258'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0260 ***********************************************************************
 BX0260  DESIGNATION -  ODOM AZ MK
 BX0260  PID         -  BX0260
 BX0260  STATE/COUNTY-  LA/WINN
 BX0260  USGS QUAD   -  FLAT CREEK (1984)
 BX0260
 BX0260                         *CURRENT SURVEY CONTROL
 BX0260  ___________________________________________________________________
 BX0260* NAD 83(1986)-  31 53 25.     (N)    092 24 47.     (W)     SCALED    
 BX0260* NAVD 88     -        51.19   (+/-2cm)     167.9    (feet)  VERTCON   
 BX0260  ___________________________________________________________________
 BX0260  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0260
 BX0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0260
 BX0260.The horizontal coordinates were scaled from a topographic map and have
 BX0260.an estimated accuracy of +/- 6 seconds.
 BX0260
 BX0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0260.The vertical order pertains to the NGVD 29 superseded value.
 BX0260
 BX0260.The geoid height was determined by GEOID03.
 BX0260
 BX0260;                    North         East    Units  Estimated Accuracy
 BX0260;SPC LA N     -   154,150.    1,008,230.      MT  (+/- 180 meters Scaled)
 BX0260
 BX0260                          SUPERSEDED SURVEY CONTROL
 BX0260
 BX0260  NGVD 29 (??/??/??)   51.210  (m)          168.01   (f) ADJUSTED    2 0
 BX0260
 BX0260.Superseded values are not recommended for survey control.
 BX0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0260.See file dsdata.txt to determine how the superseded data were derived.
 BX0260
 BX0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR555284(NAD 83)
 BX0260_MARKER: DZ = AZIMUTH MARK DISK
 BX0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0260_STAMPING: ODOM AZI 1934
 BX0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0260+STABILITY: SURFACE MOTION
 BX0260
 BX0260  HISTORY     - Date     Condition        Report By
 BX0260  HISTORY     - 1934     MONUMENTED       CGS
 BX0260  HISTORY     - 1950     GOOD             CGS
 BX0260
 BX0260                          STATION DESCRIPTION
 BX0260
 BX0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0260'9.2 MI NW FROM TULLOS.
 BX0260'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0260'U.S. HIGHWAYS 84 AND 165 AT TULLOS, 1.4 MILES NORTHEAST ALONG A GRADED
 BX0260'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD. 0.1 MILE
 BX0260'EAST OF THE BEN MCGUFFEY FARMHOUSE, 20 FEET SOUTH OF THE CENTER LINE
 BX0260'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 BX0260'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0259 ***********************************************************************
 BX0259  DESIGNATION -  ODOM RM 1
 BX0259  PID         -  BX0259
 BX0259  STATE/COUNTY-  LA/WINN
 BX0259  USGS QUAD   -  FLAT CREEK (1984)
 BX0259
 BX0259                         *CURRENT SURVEY CONTROL
 BX0259  ___________________________________________________________________
 BX0259* NAD 83(1986)-  31 53 31.     (N)    092 24 51.     (W)     SCALED    
 BX0259* NAVD 88     -        55.77   (+/-2cm)     183.0    (feet)  VERTCON   
 BX0259  ___________________________________________________________________
 BX0259  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0259
 BX0259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0259
 BX0259.The horizontal coordinates were scaled from a topographic map and have
 BX0259.an estimated accuracy of +/- 6 seconds.
 BX0259
 BX0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0259.The vertical order pertains to the NGVD 29 superseded value.
 BX0259
 BX0259.The geoid height was determined by GEOID03.
 BX0259
 BX0259;                    North         East    Units  Estimated Accuracy
 BX0259;SPC LA N     -   154,340.    1,008,120.      MT  (+/- 180 meters Scaled)
 BX0259
 BX0259                          SUPERSEDED SURVEY CONTROL
 BX0259
 BX0259  NGVD 29 (??/??/??)   55.790  (m)          183.04   (f) ADJUSTED    2 0
 BX0259
 BX0259.Superseded values are not recommended for survey control.
 BX0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0259.See file dsdata.txt to determine how the superseded data were derived.
 BX0259
 BX0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR554286(NAD 83)
 BX0259_MARKER: DR = REFERENCE MARK DISK
 BX0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0259_STAMPING: ODOM NO 1 1934
 BX0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0259+STABILITY: SURFACE MOTION
 BX0259
 BX0259  HISTORY     - Date     Condition        Report By
 BX0259  HISTORY     - 1934     MONUMENTED       CGS
 BX0259  HISTORY     - 1950     GOOD             CGS
 BX0259
 BX0259                          STATION DESCRIPTION
 BX0259
 BX0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0259'9.3 MI NW FROM TULLOS.
 BX0259'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0259'U.S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 1.4 MILES NORTHEAST ALONG A
 BX0259'GRADED DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A GRADED DIRT ROAD. AT
 BX0259'THE BEN MCGUFFEY FARMHOUSE, 269.5 FEET NORTHEAST OF THE NORTHEAST
 BX0259'CORNER OF THE HOUSE, 190.8 FEET NORTHEAST OF ODOM R.M. 2, 173.7 FEET
 BX0259'EAST OF TRIANGULATION STATION ODOM 1934, 118 FEET NORTHEAST OF THE
 BX0259'CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0259'PROJECTS 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0257 ***********************************************************************
 BX0257  DESIGNATION -  ODOM RM 2
 BX0257  PID         -  BX0257
 BX0257  STATE/COUNTY-  LA/WINN
 BX0257  USGS QUAD   -  FLAT CREEK (1984)
 BX0257
 BX0257                         *CURRENT SURVEY CONTROL
 BX0257  ___________________________________________________________________
 BX0257* NAD 83(1986)-  31 53 29.     (N)    092 24 53.     (W)     SCALED    
 BX0257* NAVD 88     -        58.33   (+/-2cm)     191.4    (feet)  VERTCON   
 BX0257  ___________________________________________________________________
 BX0257  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0257
 BX0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0257
 BX0257.The horizontal coordinates were scaled from a topographic map and have
 BX0257.an estimated accuracy of +/- 6 seconds.
 BX0257
 BX0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0257.The vertical order pertains to the NGVD 29 superseded value.
 BX0257
 BX0257.The geoid height was determined by GEOID03.
 BX0257
 BX0257;                    North         East    Units  Estimated Accuracy
 BX0257;SPC LA N     -   154,270.    1,008,070.      MT  (+/- 180 meters Scaled)
 BX0257
 BX0257                          SUPERSEDED SURVEY CONTROL
 BX0257
 BX0257  NGVD 29 (??/??/??)   58.352  (m)          191.44   (f) ADJUSTED    2 0
 BX0257
 BX0257.Superseded values are not recommended for survey control.
 BX0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0257.See file dsdata.txt to determine how the superseded data were derived.
 BX0257
 BX0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR553285(NAD 83)
 BX0257_MARKER: DR = REFERENCE MARK DISK
 BX0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0257_STAMPING: ODOM NO 2 1934
 BX0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0257+STABILITY: SURFACE MOTION
 BX0257
 BX0257  HISTORY     - Date     Condition        Report By
 BX0257  HISTORY     - 1934     MONUMENTED       CGS
 BX0257  HISTORY     - 1950     GOOD             CGS
 BX0257
 BX0257                          STATION DESCRIPTION
 BX0257
 BX0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0257'9.3 MI NW FROM TULLOS.
 BX0257'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0257'U.S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 1.4 MILES NORTHEAST ALONG A
 BX0257'GRADED DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A GRADED DIRT ROAD. AT
 BX0257'THE BEN MCGUFFEY FARMHOUSE, 78.7 FEET NORTHEAST OF THE NORTHEAST
 BX0257'CORNER OF THE HOUSE, 73 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BX0257'5.3 FEET NORTH OF A FENCE CORNER, 1.8 FEET EAST OF A FENCE, SET IN THE
 BX0257'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3026 ***********************************************************************
 AU3026  DESIGNATION -  ODOR
 AU3026  PID         -  AU3026
 AU3026  STATE/COUNTY-  LA/TERREBONNE
 AU3026  USGS QUAD   -  LAKE TAMBOUR (1994)
 AU3026
 AU3026                         *CURRENT SURVEY CONTROL
 AU3026  ___________________________________________________________________
 AU3026* NAD 83(1992)-  29 16 30.94292(N)    090 32 19.81335(W)     ADJUSTED  
 AU3026* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3026  **This station is located in a subsidence area (see below).
 AU3026  ___________________________________________________________________
 AU3026  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU3026  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AU3026
 AU3026  HORZ ORDER  -  THIRD
 AU3026
 AU3026.The horizontal coordinates were established by classical geodetic methods
 AU3026.and adjusted by the National Geodetic Survey in January 1993..
 AU3026
 AU3026 ** The orthometric height has not been validated since last determined
 AU3026 ** by differential leveling and should not be used for control purposes.
 AU3026 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3026 ** area with valid NAVD 88 orthometric heights.
 AU3026 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3026 ** epoch indicated which incorporates improved geoid heights for the
 AU3026 ** Southern Louisiana Subsidence area.
 AU3026 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3026.The orthometric height was scaled from a topographic map.
 AU3026
 AU3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3026
 AU3026.The geoid height was determined by GEOID03.
 AU3026
 AU3026;                    North         East     Units Scale Factor Converg.
 AU3026;SPC LA S     -    86,203.324 1,077,208.651   MT  1.00000533   +0 23 50.1
 AU3026;SPC LA S     -   282,818.74  3,534,142.05   sFT  1.00000533   +0 23 50.1
 AU3026;UTM  15      - 3,240,995.278   739,117.890   MT  1.00030560   +1 12 14.7
 AU3026
 AU3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3026!SPC LA S     -   1.00000384  x   1.00000533  =   1.00000917
 AU3026!UTM  15      -   1.00000384  x   1.00030560  =   1.00030944
 AU3026
 AU3026:                Primary Azimuth Mark                     Grid Az
 AU3026:SPC LA S     -  SEA BREEZE                               235 50 34.5
 AU3026:UTM  15      -  SEA BREEZE                               235 02 09.9
 AU3026
 AU3026|---------------------------------------------------------------------|
 AU3026| PID    Reference Object                     Distance      Geod. Az  |
 AU3026|                                                           dddmmss.s |
 AU3026| AU3048 SEA BREEZE                          APPROX. 6.1 KM 2361424.6 |
 AU3026| DD7510 ODOR RM 1                            19.120 METERS 27403     |
 AU3026| DD7511 ODOR RM 2                            17.590 METERS 34347     |
 AU3026|---------------------------------------------------------------------|
 AU3026
 AU3026                          SUPERSEDED SURVEY CONTROL
 AU3026
 AU3026  NAD 83(1986)-  29 16 30.96116(N)    090 32 19.82295(W) AD(       ) 3
 AU3026  NAD 27      -  29 16 30.14500(N)    090 32 19.50800(W) AD(       ) 3
 AU3026
 AU3026.Superseded values are not recommended for survey control.
 AU3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3026.See file dsdata.txt to determine how the superseded data were derived.
 AU3026
 AU3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3911840995(NAD 83)
 AU3026_MARKER: DS = TRIANGULATION STATION DISK
 AU3026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3026_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3026
 AU3026  HISTORY     - Date     Condition        Report By
 AU3026  HISTORY     - 1934     MONUMENTED       CGS
 AU3026  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3026
 AU3026                          STATION DESCRIPTION
 AU3026
 AU3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3026'STATION IS AT THE MIDDLE OF A SMALL, VERY PROMINENT, MANGROVE-COVERED
 AU3026'ISLAND ON THE N SIDE OF LAKE BARRE, ABOUT 1/2 MILE S OF THE N
 AU3026'SIDE OF THE LAKE.
 AU3026'
 AU3026'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU3026'IN CONCRETE IN THE TOP OF TILES.
 AU3026'
 AU3026'REFERENCE MARK NO. 1 IS 19.12 METERS (62.7 FEET) FROM THE
 AU3026'STATION N 85 DEG 57 MIN W.
 AU3026'
 AU3026'REFERENCE MARK NO. 2 IS 17.59 METERS (57.7 FEET) FROM THE
 AU3026'STATION N 16 DEG 13 MIN W.
 AU3026
 AU3026                          STATION RECOVERY (1952)
 AU3026
 AU3026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3026'STATION IS LOST.  THE ISLAND ON WHICH THE STATION WAS LOCATED
 AU3026'WAS WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0767 ***********************************************************************
 AV0767  DESIGNATION -  OIL
 AV0767  PID         -  AV0767
 AV0767  STATE/COUNTY-  LA/CAMERON
 AV0767  USGS QUAD   -  GRAND CHENIER (1980)
 AV0767
 AV0767                         *CURRENT SURVEY CONTROL
 AV0767  ___________________________________________________________________
 AV0767* NAD 83(1992)-  29 46 43.78286(N)    092 59 23.28488(W)     ADJUSTED  
 AV0767* NAVD 88     -         0.84   (+/-2cm)       2.8  **(feet)  VERTCON   
 AV0767  **This station is located in a subsidence area (see below).
 AV0767  ___________________________________________________________________
 AV0767  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AV0767  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AV0767
 AV0767  HORZ ORDER  -  SECOND
 AV0767  VERT ORDER  -  THIRD ? (See Below)
 AV0767
 AV0767.The horizontal coordinates were established by classical geodetic methods
 AV0767.and adjusted by the National Geodetic Survey in January 1993..
 AV0767
 AV0767 ** The orthometric height has not been validated since last determined
 AV0767 ** by differential leveling and should not be used for control purposes.
 AV0767 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0767 ** area with valid NAVD 88 orthometric heights.
 AV0767 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0767 ** epoch indicated which incorporates improved geoid heights for the
 AV0767 ** Southern Louisiana Subsidence area.
 AV0767 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0767.The vertical order pertains to the NGVD 29 superseded value.
 AV0767
 AV0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0767
 AV0767.The geoid height was determined by GEOID03.
 AV0767
 AV0767;                    North         East     Units Scale Factor Converg.
 AV0767;SPC LA S     -   142,908.854   839,836.622   MT  0.99993321   -0 49 41.7
 AV0767;SPC LA S     -   468,860.13  2,755,363.98   sFT  0.99993321   -0 49 41.7
 AV0767;UTM  15      - 3,294,278.221   500,985.809   MT  0.99960001   +0 00 18.2
 AV0767
 AV0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0767!SPC LA S     -   1.00000403  x   0.99993321  =   0.99993724
 AV0767!UTM  15      -   1.00000403  x   0.99960001  =   0.99960404
 AV0767
 AV0767:                Primary Azimuth Mark                     Grid Az
 AV0767:SPC LA S     -  GRAND CHENIER COLUM GULF MAST            151 09 13.4
 AV0767:UTM  15      -  GRAND CHENIER COLUM GULF MAST            150 19 13.5
 AV0767
 AV0767|---------------------------------------------------------------------|
 AV0767| PID    Reference Object                     Distance      Geod. Az  |
 AV0767|                                                           dddmmss.s |
 AV0767| AV0766 GRAND CHENIER COLUM GULF MAST       APPROX. 0.7 KM 1501931.7 |
 AV0767| CW1093 OIL AZ MK                                          2472637.7 |
 AV0767| CW1094 OIL RM 1                             32.652 METERS 26049     |
 AV0767| CW1096 OIL RM 3                            108.230 METERS 26804     |
 AV0767| CW1095 OIL RM 2                             34.132 METERS 35637     |
 AV0767|---------------------------------------------------------------------|
 AV0767
 AV0767                          SUPERSEDED SURVEY CONTROL
 AV0767
 AV0767  NAD 83(1986)-  29 46 43.80648(N)    092 59 23.26554(W) AD(       ) 2
 AV0767  NAD 27      -  29 46 43.01600(N)    092 59 22.74000(W) AD(       ) 2
 AV0767  NGVD 29 (07/19/86)    0.83   (m)            2.7    (f) LEVELING    3  
 AV0767
 AV0767.Superseded values are not recommended for survey control.
 AV0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0767.See file dsdata.txt to determine how the superseded data were derived.
 AV0767
 AV0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0098694278(NAD 83)
 AV0767_MARKER: DS = TRIANGULATION STATION DISK
 AV0767_SETTING: 0 = UNSPECIFIED SETTING
 AV0767
 AV0767  HISTORY     - Date     Condition        Report By
 AV0767  HISTORY     - 1932     MONUMENTED       CGS
 AV0767  HISTORY     - 1955     GOOD             CGS
 AV0767  HISTORY     - 1963     GOOD             CGS
 AV0767
 AV0767                          STATION DESCRIPTION
 AV0767
 AV0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0767'STATION IS 1/2 MILE N OF THE JOE NUNEZ HOUSE, AT THE MERMENTAU
 AV0767'RIVER FERRY, ON HIS PROPERTY, ALONG THE FENCE LINE BETWEEN
 AV0767'THE COTTON FIELD AND PASTURE LAND, 3 METERS N OF FENCE LINE.
 AV0767'
 AV0767'STATION MARK IS STANDARD MARK IN 5-FOOT BY 5-INCH IRON PIPE FILLED
 AV0767'WITH CONCRETE AND ANCHORED AT BOTTOM IN CONCRETE.
 AV0767'
 AV0767'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN TOP OF
 AV0767'6-BY 6-INCH BY 3-FOOT BLOCKS OF CONCRETE, PROJECTING 8 INCHES
 AV0767'ABOVE THE GROUND.
 AV0767'
 AV0767'STATION CAN BE REACHED BY TRUCK IN DRY WEATHER BY GOING
 AV0767'THROUGH THE NUNEZ BARNYARD, FOLLOWING ROAD N TO TENANT HOUSE,
 AV0767'THENCE ON N ACROSS LITTLE BAYOU TO THE FENCE AND STATION.
 AV0767'IN RAINY WEATHER, ONLY TEAM AND WAGON CAN BE USED.
 AV0767'
 AV0767'A 27-FOOT TRIPOD AND SCAFFOLD WERE USED, THIS HEIGHT BEING
 AV0767'NECESSARY TO SEE HACK OVER A BUILDING, A SMALLER STRUCTURE
 AV0767'SUFFICIENT TO OTHER STATIONS.  THE LINE TO FRONT WAS NOT
 AV0767'OBSERVED AS THE LINE IS OBSTRUCTED BY A LARGE GROVE OF PLANTED
 AV0767'TREES, AND AN ADDITIONAL 25 FEET OF STRUCTURE WOULD HAVE
 AV0767'BEEN NECESSARY.
 AV0767
 AV0767                          STATION RECOVERY (1955)
 AV0767
 AV0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0767'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AV0767'FOUND TO BE AS DESCRIBED IN THE 1932 DESCRIPTION.  THE LAND
 AV0767'UPON WHICH THE STATION IS LOCATED IS NOW OWNED BY A MR.
 AV0767'RICHARDS, WHO LIVES IN THE WHITE HOUSE ON NORTHEAST SIDE
 AV0767'OF HIGHWAY, JUST NORTHWEST OF THE NORTHWEST END OF HIGHWAY
 AV0767'BRIDGE OVER THE MERMENTAU RIVER.  FERRY 1884 (AZIMUTH MARK)
 AV0767'WAS NOT RECOVERED.  AN AZIMUTH MARK FOR THE STATION WAS
 AV0767'ESTABLISHED THIS YEAR.
 AV0767'
 AV0767'DECAY OF THE BRIDGE OVER THE SMALL BAYOU MENTIONED IN THE
 AV0767'1932 ROUTE TO STATION RENDERS THIS ROUTE INADEQUATE.  A
 AV0767'NEW ROUTE TO STATION IS AS FOLLOWS--FROM THE POST OFFICE IN
 AV0767'GRAND CHENIER, DRIVE WEST ON STATE HIGHWAY 292 FOR 0.9 MILE
 AV0767'TO BRIDGE OVER THE MERMENTAU RIVER.  CROSS BRIDGE AND CONTINUE
 AV0767'WEST ON HIGHWAY FOR 0.3 MILE TO A FARM LANE ON THE RIGHT.
 AV0767'TURN RIGHT, CROSS OVER CATTLE GUARD, AND DRIVE NORTH FOR
 AV0767'0.15 MILE TO A FENCE CORNER ON THE LEFT, JUST BEFORE REACHING
 AV0767'FARM HOUSE.  TURN LEFT AND DRIVE WEST ALONG THE SOUTH SIDE
 AV0767'OF FENCE FOR 0.2 MILE TO A GATE.  PASS THROUGH GATE, TURN
 AV0767'RIGHT, AND DRIVE NORTH ALONG WEST SIDE OF FENCE FOR 0.1
 AV0767'MILE TO FENCE CORNER AND THE AZIMUTH MARK.  TURN RIGHT AND
 AV0767'DRIVE NORTHEASTERLY ACROSS PASTURE FOR 0.2 MILE TO WIND
 AV0767'SOCK AT EAST END OF SMALL LANDING STRIP.  BEAR RIGHT
 AV0767'AND DRIVE SOUTHEASTERLY TO CROSSING OVER SMALL CANAL AND
 AV0767'A GATE.  CROSS CANAL, PASS THROUGH GATE, AND DRIVE NORTH
 AV0767'ALONG EAST SIDE OF FENCE FOR 0.15 MILE TO A GAP IN AN
 AV0767'EAST-WEST FENCE.  PASS THROUGH FENCE, TURN RIGHT AND DRIVE
 AV0767'EAST ALONG NORTH SIDE OF FENCE FOR 0.05 MILE TO STATION.
 AV0767'
 AV0767'STATION MARK, A STANDARD DISK STAMPED OIL 1932, IS SET IN
 AV0767'THE TOP OF A CONCRETE FILLED PIPE WHICH IS 5 INCHES IN DIAMETER
 AV0767'AND PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 3 METERS NORTH
 AV0767'OF THE EAST-WEST FENCE.
 AV0767'
 AV0767'REFERENCE MARK 1, A STANDARD DISK STAMPED OIL R.M. 1 1932,
 AV0767'IS SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES SQUARE
 AV0767'AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 12 INCHES
 AV0767'NORTH OF THE EAST-WEST FENCE.
 AV0767'
 AV0767'REFERENCE MARK 2, A STANDARD DISK STAMPED OIL R.M. 2 1932, IS
 AV0767'SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES SQUARE
 AV0767'AND PROJECTS 4 INCHES ABOVE THE GROUND.
 AV0767'
 AV0767'AZIMUTH MARK, A STANDARD DISK STAMPED OIL 1932, IS SET IN
 AV0767'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 AV0767'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTH OF A
 AV0767'WHITE WITNESS POST, 21 FEET EAST OF THE NORTHEAST FENCE CORNER
 AV0767'AND 18 INCHES NORTH OF THE EAST-WEST FENCE.
 AV0767'
 AV0767'OBSERVATIONS WERE MADE FROM THE TOP OF A 64 FOOT STEEL TOWER.
 AV0767
 AV0767                          STATION RECOVERY (1963)
 AV0767
 AV0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0767'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS WERE
 AV0767'RECOVERED AS DESCRIBED.  REFERENCE MARK 3 WAS SET AT THIS
 AV0767'TIME AND THE STATION MARK WAS RE-ENFORCED.  A NEW TO REACH
 AV0767'AND ADDITIONAL INFORMATION FOLLOWS.
 AV0767'
 AV0767'TO REACH THE STATION FROM THE POST OFFICE IN GRAND CHENIER,
 AV0767'GO WEST ON STATE HIGHWAY 82 FOR 2.4 MILES TO THE WEST END
 AV0767'OF THE MERMENTAU RIVER BRIDGE, CONTINUE WEST FOR 0.05 MILE
 AV0767'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON THE OLD
 AV0767'HIGHWAY 1.8 MILES TO A GATE ON THE LEFT LEADING TO A CORRAL
 AV0767'(100 FEET EAST OF HOUSE ON LEFT), AND STATION TT 183 (USGS)
 AV0767'ON THE LEFT.  TURN LEFT THROUGH THE GATE AND GO NORTH ON
 AV0767'DIM TRACK ROAD THROUGH PASTURE APPROXIMATELY 0.3 MILE TO
 AV0767'A WOODEN BRIDGE ACROSS A SMALL BAYOU, CROSS THE BRIDGE, TURN
 AV0767'LEFT AND FOLLOW THE BAYOU TO A NORTH-SOUTH FENCE LINE.  BEAR
 AV0767'RIGHT ALONG THE EAST SIDE OF THE FENCE APPROXIMATELY 0.1
 AV0767'MILE TO A BRACE POST WITH TRIANGULAR BLAZE AND STATION AS
 AV0767'DESCRIBED.
 AV0767'
 AV0767'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED OIL NO 3 1932,
 AV0767'SET IN A 10X10 INCH SQUARE CONCRETE MONUMENT, PROJECTS
 AV0767'4 INCHES ABOVE GROUND.  IT IS 6.0 FEET EAST OF THE NORTH-SOUTH
 AV0767'FENCE LINE ON THE EAST SIDE OF THE CANAL.
 AV0767'
 AV0767'TO REACH THE AZIMUTH MARK FROM THE CORRAL GATE AND STATION
 AV0767'TT 183 (USGS), GO WEST ON MAIN ROAD FOR 0.25 MILE TO A SHELL
 AV0767'DRIVE RIGHT, LEADING TO A SMALL WHITE HOUSE, TURN RIGHT FOR
 AV0767'0.15 MILE TO A SMALL CORRAL ON THE LEFT, END OF TRUCK TRAVEL.
 AV0767'PACK WEST 0.2 MILE, TURN RIGHT ACROSS FIELD FOR 0.1 MILE TO
 AV0767'THE MARK, BY AN OLD WOODEN 4X4 INCH SQUARE WOOD WITNESS
 AV0767'POST.
 AV0767'
 AV0767'HEIGHT OF LIGHT ABOVE STATION MARK 25.78 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2568 ***********************************************************************
 BX2568  DESIGNATION -  OIL
 BX2568  PID         -  BX2568
 BX2568  STATE/COUNTY-  LA/CATAHOULA
 BX2568  USGS QUAD   -  POWELL POINT (1993)
 BX2568
 BX2568                         *CURRENT SURVEY CONTROL
 BX2568  ___________________________________________________________________
 BX2568* NAD 83(1992)-  31 21 01.70148(N)    092 00 17.96062(W)     ADJUSTED  
 BX2568* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BX2568  ___________________________________________________________________
 BX2568  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BX2568  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX2568
 BX2568  HORZ ORDER  -  SECOND
 BX2568
 BX2568.The horizontal coordinates were established by classical geodetic methods
 BX2568.and adjusted by the National Geodetic Survey in January 1993..
 BX2568
 BX2568.The orthometric height was scaled from a topographic map.
 BX2568
 BX2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2568
 BX2568.The geoid height was determined by GEOID03.
 BX2568
 BX2568;                    North         East     Units Scale Factor Converg.
 BX2568;SPC LA N     -    94,404.772 1,047,099.982   MT  0.99996341   +0 15 42.2
 BX2568;SPC LA N     -   309,726.32  3,435,360.52   sFT  0.99996341   +0 15 42.2
 BX2568;UTM  15      - 3,468,871.744   594,642.792   MT  0.99971048   +0 31 03.8
 BX2568
 BX2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2568!SPC LA N     -   1.00000197  x   0.99996341  =   0.99996538
 BX2568!UTM  15      -   1.00000197  x   0.99971048  =   0.99971245
 BX2568
 BX2568|---------------------------------------------------------------------|
 BX2568| PID    Reference Object                     Distance      Geod. Az  |
 BX2568|                                                           dddmmss.s |
 BX2568| CY4350 OIL RM 1                             44.233 METERS 03431     |
 BX2568| CY4351 OIL RM 2                             39.990 METERS 09912     |
 BX2568| BX2573 BEN ROUTH                           APPROX.18.7 KM 2053902.8 |
 BX2568| CY4349 OIL AZ MK                                          3590030.6 |
 BX2568|---------------------------------------------------------------------|
 BX2568
 BX2568                          SUPERSEDED SURVEY CONTROL
 BX2568
 BX2568  NAD 83(1986)-  31 21 01.72044(N)    092 00 17.95616(W) AD(       ) 2
 BX2568  NAD 27      -  31 21 01.06594(N)    092 00 17.50940(W) AD(       ) 2
 BX2568
 BX2568.Superseded values are not recommended for survey control.
 BX2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2568.See file dsdata.txt to determine how the superseded data were derived.
 BX2568
 BX2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9464368872(NAD 83)
 BX2568_MARKER: DS = TRIANGULATION STATION DISK
 BX2568_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BX2568_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BX2568
 BX2568  HISTORY     - Date     Condition        Report By
 BX2568  HISTORY     - 1969     MONUMENTED       CGS
 BX2568
 BX2568                          STATION DESCRIPTION
 BX2568
 BX2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2568'THE STATION IS ABOUT 16 MILES NORTH-NORTHEAST OF MARKSVILLE,
 BX2568'13-1/2 MILES EAST OF HOLLOWAY, 9-3/4 MILES EAST OF DEVILLE, IN
 BX2568'THE SALINE LAKE OIL FIELD, ON THE SUMMIT OF AN ABANDON MOUND
 BX2568'WHICH WAS BUILT FOR AN OIL DERRICK USED BY THE HUNT OIL CO. WHO
 BX2568'LEASES THE OIL RIGHTS IN THE AREA FROM MR. FRANK AMERINE.
 BX2568'
 BX2568'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 AND
 BX2568'PARISH ROAD 1207 IN HOLLOWAY, GO NORTHEAST ON STATE HIGHWAY 28
 BX2568'FOR 5.0 MILES TO THE JUNCTION OF STATE HIGHWAY 28 AND 115,
 BX2568'CONTINUE NORTHEAST ON STATE HIGHWAY 28 FOR 10.2 MILES TO A
 BX2568'SIDE ROAD RIGHT AND A SIGN ON THE RIGHT PHILS CAMP, TURN
 BX2568'RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.9 MILE TO A
 BX2568'SIDE ROAD RIGHT AT A TURN IN THE ROAD TO THE LEFT, TURN RIGHT
 BX2568'AND GO SOUTH ON MAIN TRAVELED GRAVELED ROAD FOR 1.5 MILES TO
 BX2568'THE TOP OF A SMALL LEVEE, CONTINUE SOUTH ON THE GRAVELED ROAD
 BX2568'FOR 9.4 MILES TO A T-INTERSECTION, TURN LEFT AND GO EAST FOR
 BX2568'0.25 MILE TO A CROSSROADS, TURN RIGHT AND GO SOUTH FOR 0.15
 BX2568'MILE TO THE END OF THE ROAD AND THE STATION ON THE TOP OF
 BX2568'THE MOUND.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 BX2568'GO NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO A
 BX2568'CROSSROADS AND THE MARK IN THE NORTHEAST ANGLE.  THE
 BX2568'STATION CAN ALSO BE REACHED BY BOAT DURING THE HIGH
 BX2568'WATER SEASON BY CONTACTING MR. LEON WOODSON P.O. BOX 209
 BX2568'ALEXANDRIA, LOUISIANA (TELEPHONE NUMBER--446-5620).
 BX2568'
 BX2568'THE STATION MARK IS A STANDARD DISK, STAMPED, OIL 1969, SET
 BX2568'IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH PROJECTS
 BX2568'1 INCH ABOVE THE GROUND.  IT IS 3 FEET EAST OF A METAL
 BX2568'WITNESS POST.
 BX2568'
 BX2568'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OIL NO 1 1969,
 BX2568'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 BX2568'PROJECTS 8 INCHES ABOVE THE GROUND.
 BX2568'
 BX2568'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OIL NO 2 1969, SET
 BX2568'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 BX2568'8 INCHES ABOVE THE GROUND.
 BX2568'
 BX2568'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OIL 1969, SET
 BX2568'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 BX2568'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 75 FEET NORTH OF
 BX2568'A GRAVELED ROAD, 36 FEET EAST OF A GRAVELED ROAD AND 3 FEET
 BX2568'WEST OF A WITNESS POST.
 BX2568'
 BX2568'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO
 BX2568'BRUSH AND TREES ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2938 ***********************************************************************
 AU2938  DESIGNATION -  OIL
 AU2938  PID         -  AU2938
 AU2938  STATE/COUNTY-  LA/LAFOURCHE
 AU2938  USGS QUAD   -  MINK BAYOU (1994)
 AU2938
 AU2938                         *CURRENT SURVEY CONTROL
 AU2938  ___________________________________________________________________
 AU2938* NAD 83(1992)-  29 15 04.12487(N)    090 12 31.59731(W)     ADJUSTED  
 AU2938* NAVD 88     -                                                        
 AU2938  **This station is located in a subsidence area (see below).
 AU2938  ___________________________________________________________________
 AU2938  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU2938  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AU2938
 AU2938  HORZ ORDER  -  THIRD
 AU2938
 AU2938.The horizontal coordinates were established by classical geodetic methods
 AU2938.and adjusted by the National Geodetic Survey in January 1993..
 AU2938
 AU2938 ** The orthometric height has not been validated since last determined
 AU2938 ** by differential leveling and should not be used for control purposes.
 AU2938 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2938 ** area with valid NAVD 88 orthometric heights.
 AU2938 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2938 ** epoch indicated which incorporates improved geoid heights for the
 AU2938 ** Southern Louisiana Subsidence area.
 AU2938 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2938
 AU2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2938
 AU2938.The geoid height was determined by GEOID03.
 AU2938
 AU2938;                    North         East     Units Scale Factor Converg.
 AU2938;SPC LA S     -    83,798.981 1,109,309.030   MT  1.00001070   +0 33 44.3
 AU2938;SPC LA S     -   274,930.49  3,639,458.04   sFT  1.00001070   +0 33 44.3
 AU2938;UTM  15      - 3,239,041.197   771,261.616   MT  1.00050808   +1 21 53.0
 AU2938
 AU2938                          SUPERSEDED SURVEY CONTROL
 AU2938
 AU2938  NAD 83(1986)-  29 15 04.14009(N)    090 12 31.60767(W) AD(       ) 4
 AU2938  NAD 27      -  29 15 03.32000(N)    090 12 31.33000(W) AD(       ) 3
 AU2938
 AU2938.Superseded values are not recommended for survey control.
 AU2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2938.See file dsdata.txt to determine how the superseded data were derived.
 AU2938
 AU2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7126239041(NAD 83)
 AU2938_MARKER: Z = SEE DESCRIPTION
 AU2938_SETTING: 0 = UNSPECIFIED SETTING
 AU2938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2938
 AU2938  HISTORY     - Date     Condition        Report By
 AU2938  HISTORY     - 1934     MONUMENTED       CGS
 AU2938  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2938
 AU2938                          STATION DESCRIPTION
 AU2938
 AU2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2938'STATION IS BELIEVED TO BE LOST.  NO DESCRIPTION WAS AVAILABLE AT THE
 AU2938'TIME OF RECOVERY, HOWEVER, THE STATION WAS PLOTTED ON PLANIMETRIC
 AU2938'MAP T-5301, AND THE LOCATION WAS EXAMINED FOR ANYTHING WHICH COULD
 AU2938'HAVE BEEN USED AS THE STATION WITH NO SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3303 ***********************************************************************
 CQ3303  DESIGNATION -  OIL
 CQ3303  PID         -  CQ3303
 CQ3303  STATE/COUNTY-  LA/CADDO
 CQ3303  USGS QUAD   -  MOORINGSPORT (1982)
 CQ3303
 CQ3303                         *CURRENT SURVEY CONTROL
 CQ3303  ___________________________________________________________________
 CQ3303* NAD 83(1992)-  32 44 30.00829(N)    093 59 01.61894(W)     ADJUSTED  
 CQ3303* NAVD 88     -        61.24   (+/-2cm)     200.9    (feet)  VERTCON   
 CQ3303  ___________________________________________________________________
 CQ3303  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CQ3303  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ3303
 CQ3303  HORZ ORDER  -  SECOND
 CQ3303  VERT ORDER  -  THIRD ? (See Below)
 CQ3303
 CQ3303.The horizontal coordinates were established by classical geodetic methods
 CQ3303.and adjusted by the National Geodetic Survey in September 1999..
 CQ3303
 CQ3303.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3303.The vertical order pertains to the NGVD 29 superseded value.
 CQ3303
 CQ3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3303
 CQ3303.The geoid height was determined by GEOID03.
 CQ3303
 CQ3303;                    North         East     Units Scale Factor Converg.
 CQ3303;SPC LA N     -   249,506.724   860,934.871   MT  1.00001796   -0 47 04.1
 CQ3303;SPC LA N     -   818,589.98  2,824,583.82   sFT  1.00001796   -0 47 04.1
 CQ3303;SPC TXNC     - 2,128,302.807 1,023,102.531   MT  0.99988717   +2 27 47.2
 CQ3303;SPC TXNC     - 6,982,606.79  3,356,628.89   sFT  0.99988717   +2 27 47.2
 CQ3303;UTM  15      - 3,623,076.930   407,830.313   MT  0.99970475   -0 31 55.6
 CQ3303
 CQ3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3303!SPC LA N     -   0.99999451  x   1.00001796  =   1.00001247
 CQ3303!SPC TXNC     -   0.99999451  x   0.99988717  =   0.99988168
 CQ3303!UTM  15      -   0.99999451  x   0.99970475  =   0.99969926
 CQ3303
 CQ3303|---------------------------------------------------------------------|
 CQ3303| PID    Reference Object                     Distance      Geod. Az  |
 CQ3303|                                                           dddmmss.s |
 CQ3303| CX5999 OIL RM 2                             36.567 METERS 00146     |
 CQ3303| CX6000 OIL RM 3                              5.315 METERS 07652     |
 CQ3303| CX5997 OIL AZ MK                                          2835932.1 |
 CQ3303| CX5998 OIL RM 1                                           28400     |
 CQ3303|---------------------------------------------------------------------|
 CQ3303
 CQ3303                          SUPERSEDED SURVEY CONTROL
 CQ3303
 CQ3303  NAD 83(1992)-  32 44 30.00907(N)    093 59 01.61870(W) AD(       ) 2
 CQ3303  NAD 83(1992)-  32 44 30.01444(N)    093 59 01.61359(W) AD(       ) 2
 CQ3303  NAD 83(1986)-  32 44 30.01912(N)    093 59 01.60885(W) AD(       ) 2
 CQ3303  NAD 27      -  32 44 29.50300(N)    093 59 00.95600(W) AD(       ) 2
 CQ3303  NGVD 29 (07/19/86)   61.30   (m)          201.1    (f) LEVELING    3  
 CQ3303
 CQ3303.Superseded values are not recommended for survey control.
 CQ3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3303.See file dsdata.txt to determine how the superseded data were derived.
 CQ3303
 CQ3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0783023077(NAD 83)
 CQ3303_MARKER: DS = TRIANGULATION STATION DISK
 CQ3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3303
 CQ3303  HISTORY     - Date     Condition        Report By
 CQ3303  HISTORY     - 1930     MONUMENTED       CGS
 CQ3303  HISTORY     - 1956     GOOD             CGS
 CQ3303  HISTORY     - 1958     GOOD             CGS
 CQ3303  HISTORY     - 1970     GOOD             USGS
 CQ3303  HISTORY     - 19750515 GOOD             USGS
 CQ3303
 CQ3303                          STATION DESCRIPTION
 CQ3303
 CQ3303'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3303'STATION IS 0.7 MILE W OF OIL CITY, ON THE FERRY LAKE ROAD,
 CQ3303'ABOUT 40 METERS (131 FEET) SW OF THE 84-FOOT WOODEN OIL DERRICK
 CQ3303'OF THE GULF REFINING COMPANY, WHICH STANDS ON THE N SIDE OF
 CQ3303'THE ROAD, APPROXIMATELY ON LINE BETWEEN SECTIONS 11 AND 12,
 CQ3303'T. 20 N., R. 16 W., 19.3 METERS (63 FEET) S OF CENTER LINE
 CQ3303'OF PAVEMENT, AND 33.9 METERS (111 FEET) NE OF TREE AT W END
 CQ3303'OF GATE ON ROAD LEADING THROUGH FENCE TO S.
 CQ3303'
 CQ3303'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3303'DISKS SET IN CONCRETE.
 CQ3303'
 CQ3303'REFERENCE MARK NO. 1 IS AT A FENCE CORNER, 125 METERS (410
 CQ3303'FEET) W OF D.E. CHANDLERS HOUSE, 7 METERS (23 FEET) N OF
 CQ3303'PAVEMENT, S OF A GALVANIZED-IRON BARN, AND ONE-FOURTH MILE
 CQ3303'FROM STATION, N 76 DEG 30 SEC W.
 CQ3303'
 CQ3303'REFERENCE MARK NO. 2 IS 19.2 METERS (63 FEET) N OF PAVED ROAD,
 CQ3303'1/2 METER (2 FEET) E OF WIRE FENCE, AND 36.55 METERS (119.9
 CQ3303'FEET) FROM STATION N 01 DEG 43 MIN E.
 CQ3303
 CQ3303                          STATION RECOVERY (1956)
 CQ3303
 CQ3303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CQ3303'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CQ3303'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 CQ3303'SITE ARE CORRECT EXCEPT FENCE IN DESCRIPTION IS GONE.  REFERENCE
 CQ3303'MARK NO. 2 IS IN AN OPEN PLACE, 113 FEET WEST OF SOUTHEAST LEG
 CQ3303'OF OIL WELL DERRICK AND 38 FEET NORTH OF AN 18-INCH OAK TREE.
 CQ3303
 CQ3303                          STATION RECOVERY (1958)
 CQ3303
 CQ3303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3303'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 CQ3303'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW REFERENCE
 CQ3303'MARK NO. 3 WAS ESTABLISHED AND REFERENCE MARK NO. 1 WAS USED
 CQ3303'AS THE AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 CQ3303'
 CQ3303'THE STATION IS LOCATED ABOUT 0.8 MILE WEST OF OIL CITY, 64 FEET
 CQ3303'SOUTH OF THE CENTER OF AN OILED ROAD, 46 FEET SOUTH-SOUTHWEST
 CQ3303'OF A POWERLINE POLE AND 41 FEET EAST-NORTHEAST OF A 36-INCH OAK
 CQ3303'TREE.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 CQ3303'GROUND AND IS STAMPED OIL 1930.
 CQ3303'
 CQ3303'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 29 FEET NORTH OF THE
 CQ3303'CENTER OF AN OILED ROAD AND 3 FEET SOUTHWEST OF A 24-INCH OAK
 CQ3303'TREE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 CQ3303'AND IS STAMPED OIL NO 1 1930.
 CQ3303'
 CQ3303'REFERENCE MARK NO. 2 IS 55 FEET NORTH OF THE CENTER OF AN
 CQ3303'OILED ROAD.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF
 CQ3303'THE GROUND AND IS STAMPED OIL NO 2 1930.
 CQ3303'
 CQ3303'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 CQ3303'IN THE CONCRETE BASE OF A OIL WELL.  THE MARK IS SET FLUSH
 CQ3303'WITH THE OIL WELL BASE AND IS STAMPED OIL NO 3 1930.
 CQ3303'
 CQ3303'TO REACH THE STATION FROM THE POST OFFICE IN OIL CITY, GO SOUTH
 CQ3303'FOR 0.05 MILE TO SIDE ROAD ON THE RIGHT, TURN RIGHT ON THE OILED
 CQ3303'ROAD AND GO WEST FOR 0.8 MILE TO THE STATION ON THE LEFT AS
 CQ3303'DESCRIBED.
 CQ3303'
 CQ3303'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST
 CQ3303'ON THE OILED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS
 CQ3303'DESCRIBED.
 CQ3303
 CQ3303                          STATION RECOVERY (1970)
 CQ3303
 CQ3303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 CQ3303'ABOUT 400 FT SW OF WHITE FRAME HOUSE, WITH GREEN TOP.  188
 CQ3303'FT S. AND ACROSS PAVED RD. FROM SMALL 8 FT X 8 FT METAL SHED.
 CQ3303'29 FT SSE OF 10 IN PINE.  15.4 FT W. OF W. EDGE OF ABAND. OIL
 CQ3303'WELL CONC. FOUNDATION AND 24 FT NNW OF THE NW TIP OF A SMALL
 CQ3303'POND.
 CQ3303
 CQ3303                          STATION RECOVERY (1975)
 CQ3303
 CQ3303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DLH)
 CQ3303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0900 ***********************************************************************
 AV0900  DESIGNATION -  OIL 1922
 AV0900  PID         -  AV0900
 AV0900  STATE/COUNTY-  LA/CAMERON
 AV0900  USGS QUAD   -  TEXAS POINT (1993)
 AV0900
 AV0900                         *CURRENT SURVEY CONTROL
 AV0900  ___________________________________________________________________
 AV0900* NAD 83(1992)-  29 43 37.13537(N)    093 46 39.39311(W)     ADJUSTED  
 AV0900* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0900  ___________________________________________________________________
 AV0900  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AV0900  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AV0900
 AV0900  HORZ ORDER  -  THIRD
 AV0900
 AV0900.The horizontal coordinates were established by classical geodetic methods
 AV0900.and adjusted by the National Geodetic Survey in February 1996..
 AV0900
 AV0900.The orthometric height was scaled from a topographic map.
 AV0900
 AV0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0900
 AV0900.The geoid height was determined by GEOID03.
 AV0900
 AV0900;                    North         East     Units Scale Factor Converg.
 AV0900;SPC LA S     -   138,526.394   763,550.844   MT  0.99993710   -1 13 19.8
 AV0900;SPC LA S     -   454,482.01  2,505,083.06   sFT  0.99993710   -1 13 19.8
 AV0900;SPC TXSC     - 4,221,145.745 1,105,037.427   MT  0.99988657   +2 33 30.7
 AV0900;SPC TXSC     -13,848,875.67  3,625,443.63   sFT  0.99988657   +2 33 30.7
 AV0900;UTM  15      - 3,288,786.444   424,795.771   MT  0.99966978   -0 23 08.2
 AV0900
 AV0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0900!SPC LA S     -   1.00000407  x   0.99993710  =   0.99994117
 AV0900!SPC TXSC     -   1.00000407  x   0.99988657  =   0.99989064
 AV0900!UTM  15      -   1.00000407  x   0.99966978  =   0.99967385
 AV0900
 AV0900                          SUPERSEDED SURVEY CONTROL
 AV0900
 AV0900  NAD 83(1992)-  29 43 37.13526(N)    093 46 39.39315(W) AD(       ) 3
 AV0900  NAD 83(1986)-  29 43 37.15755(N)    093 46 39.37800(W) AD(       ) 3
 AV0900  NAD 27      -  29 43 36.36700(N)    093 46 38.80400(W) AD(       ) 3
 AV0900
 AV0900.Superseded values are not recommended for survey control.
 AV0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0900.See file dsdata.txt to determine how the superseded data were derived.
 AV0900
 AV0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2479688786(NAD 83)
 AV0900_MARKER: DS = TRIANGULATION STATION DISK
 AV0900_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0900_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0900
 AV0900  HISTORY     - Date     Condition        Report By
 AV0900  HISTORY     - 1922     MONUMENTED       CGS
 AV0900  HISTORY     - 1957     MARK NOT FOUND   CGS
 AV0900
 AV0900                          STATION DESCRIPTION
 AV0900
 AV0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FSB)
 AV0900'STATION IS LOCATED ABOUT 4.3 MILES E BY N FROM SABINE PASS
 AV0900'LIGHTHOUSE.
 AV0900'
 AV0900'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0900'IN CONCRETE AT THE CENTER OF THE TOPS OF TILES WHICH ARE
 AV0900'FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN
 AV0900'PILE DRIVEN INTO THE MARSH.
 AV0900'
 AV0900'STATION MARK IS ABOUT 40 METERS FROM THE HIGH-WATER LINE.
 AV0900'
 AV0900'REFERENCE MARK NO. 2 IS APPROXIMATELY ON RANGE BETWEEN THE
 AV0900'STATION MARK AND SABINE PASS LIGHTHOUSE.  THE TOPS OF THE TILE
 AV0900'PIPES IN WHICH THE MARKS ARE SET PROJECT ABOUT 1 FOOT ABOVE
 AV0900'THE SURFACE OF THE MARSH.
 AV0900'
 AV0900'STATION LOCATED AS AN INTERSECTION STATION BY ONE DIRECT AND
 AV0900'ONE REVERSE OBSERVATIONS FROM 5 MAIN SCHEME STATIONS.
 AV0900'
 AV0900'INTERSECTION ANGLE USED IN COMPUTING POSITION ABOUT 95 DEG.
 AV0900'
 AV0900'IT IS UNCERTAIN WHETHER THE ABOVE DISTANCES ARE GIVEN IN METERS
 AV0900'OR FEET.
 AV0900
 AV0900                          STATION RECOVERY (1957)
 AV0900
 AV0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0900'STATION MARK AND REFERENCE MARKS WERE NOT RECOVERED AFTER
 AV0900'A THOROUGH SEARCH BY A THREE MAN PARTY.  THE PUBLISHED DESCRIPTION
 AV0900'IS INADEQUATE FOR PRESENT DAY RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3309 ***********************************************************************
 CQ3309  DESIGNATION -  OIL CITY MUNICIPAL TANK
 CQ3309  PID         -  CQ3309
 CQ3309  STATE/COUNTY-  LA/CADDO
 CQ3309  USGS QUAD   -  VIVIAN SOUTH (1971)
 CQ3309
 CQ3309                         *CURRENT SURVEY CONTROL
 CQ3309  ___________________________________________________________________
 CQ3309* NAD 83(1992)-  32 45 01.64006(N)    093 58 21.43003(W)     ADJUSTED  
 CQ3309* NAVD 88     -                                                        
 CQ3309  ___________________________________________________________________
 CQ3309  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ3309  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ3309
 CQ3309  HORZ ORDER  -  THIRD
 CQ3309
 CQ3309.The horizontal coordinates were established by classical geodetic methods
 CQ3309.and adjusted by the National Geodetic Survey in September 1999..
 CQ3309
 CQ3309
 CQ3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3309
 CQ3309.The geoid height was determined by GEOID03.
 CQ3309
 CQ3309;                    North         East     Units Scale Factor Converg.
 CQ3309;SPC LA N     -   250,466.815   861,994.336   MT  1.00002018   -0 46 42.9
 CQ3309;SPC LA N     -   821,739.88  2,828,059.75   sFT  1.00002018   -0 46 42.9
 CQ3309;SPC TXNC     - 2,129,321.242 1,024,105.770   MT  0.99988635   +2 28 09.1
 CQ3309;SPC TXNC     - 6,985,948.11  3,359,920.35   sFT  0.99988635   +2 28 09.1
 CQ3309;UTM  15      - 3,624,041.373   408,885.206   MT  0.99970237   -0 31 34.3
 CQ3309
 CQ3309                          SUPERSEDED SURVEY CONTROL
 CQ3309
 CQ3309  NAD 83(1992)-  32 45 01.64088(N)    093 58 21.42964(W) AD(       ) 4
 CQ3309  NAD 83(1992)-  32 45 01.64744(N)    093 58 21.42313(W) AD(       ) 4
 CQ3309  NAD 83(1986)-  32 45 01.65038(N)    093 58 21.42046(W) AD(       ) 4
 CQ3309  NAD 27      -  32 45 01.13700(N)    093 58 20.76600(W) AD(       ) 3
 CQ3309
 CQ3309.Superseded values are not recommended for survey control.
 CQ3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3309.See file dsdata.txt to determine how the superseded data were derived.
 CQ3309
 CQ3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0888524041(NAD 83)
 CQ3309_MARKER: 51 = TANK
 CQ3309
 CQ3309  HISTORY     - Date     Condition        Report By
 CQ3309  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3309
 CQ3309                          STATION DESCRIPTION
 CQ3309
 CQ3309'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3309'THE STATION IS LOCATED IN THE NORTHERN EDGE OF OIL CITY.
 CQ3309'IT IS A 4-LEGGED STEEL STRUCTURE, COLORED SILVER AND ABOUT
 CQ3309'100 FEET IN HEIGHT.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3300 ***********************************************************************
 CQ3300  DESIGNATION -  OIL CITY WATER TOWER
 CQ3300  PID         -  CQ3300
 CQ3300  STATE/COUNTY-  LA/CADDO
 CQ3300  USGS QUAD   -  MOORINGSPORT (1982)
 CQ3300
 CQ3300                         *CURRENT SURVEY CONTROL
 CQ3300  ___________________________________________________________________
 CQ3300* NAD 83(1992)-  32 40 14.35292(N)    093 54 37.13693(W)     ADJUSTED  
 CQ3300* NAVD 88     -                                                        
 CQ3300  ___________________________________________________________________
 CQ3300  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CQ3300  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ3300
 CQ3300  HORZ ORDER  -  THIRD
 CQ3300
 CQ3300.The horizontal coordinates were established by classical geodetic methods
 CQ3300.and adjusted by the National Geodetic Survey in February 1996..
 CQ3300
 CQ3300
 CQ3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3300
 CQ3300.The geoid height was determined by GEOID03.
 CQ3300
 CQ3300;                    North         East     Units Scale Factor Converg.
 CQ3300;SPC LA N     -   241,539.824   867,717.578   MT  1.00000091   -0 44 44.3
 CQ3300;SPC LA N     -   792,451.91  2,846,836.75   sFT  1.00000091   -0 44 44.3
 CQ3300;SPC TXNC     - 2,120,733.923 1,030,324.902   MT  0.99989459   +2 30 11.5
 CQ3300;SPC TXNC     - 6,957,774.55  3,380,324.28   sFT  0.99989459   +2 30 11.5
 CQ3300;UTM  15      - 3,615,142.570   414,646.046   MT  0.99968983   -0 29 29.1
 CQ3300
 CQ3300                          SUPERSEDED SURVEY CONTROL
 CQ3300
 CQ3300  NAD 83(1992)-  32 40 14.35176(N)    093 54 37.13210(W) AD(       ) 4
 CQ3300  NAD 83(1986)-  32 40 14.36452(N)    093 54 37.12688(W) AD(       ) 4
 CQ3300  NAD 27      -  32 40 13.84000(N)    093 54 36.48000(W) AD(       ) 3
 CQ3300
 CQ3300.Superseded values are not recommended for survey control.
 CQ3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3300.See file dsdata.txt to determine how the superseded data were derived.
 CQ3300
 CQ3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1464615143(NAD 83)
 CQ3300_MARKER: 54 = WATER TOWER
 CQ3300
 CQ3300  HISTORY     - Date     Condition        Report By
 CQ3300  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3300  HISTORY     - 19950205 GOOD             USPSQD
 CQ3300
 CQ3300                          STATION DESCRIPTION
 CQ3300
 CQ3300'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1316 ***********************************************************************
 AT1316  DESIGNATION -  OIL DERRICK 5 MI SW PT CELESTE
 AT1316  PID         -  AT1316
 AT1316  STATE/COUNTY-  LA/PLAQUEMINES
 AT1316  USGS QUAD   -  LAKE LAURIER (1992)
 AT1316
 AT1316                         *CURRENT SURVEY CONTROL
 AT1316  ___________________________________________________________________
 AT1316* NAD 83(1992)-  29 32 18.71068(N)    089 54 11.30251(W)     ADJUSTED  
 AT1316* NAVD 88     -                                                        
 AT1316  **This station is located in a subsidence area (see below).
 AT1316  ___________________________________________________________________
 AT1316  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AT1316  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AT1316
 AT1316  HORZ ORDER  -  THIRD
 AT1316
 AT1316.The horizontal coordinates were established by classical geodetic methods
 AT1316.and adjusted by the National Geodetic Survey in January 1993..
 AT1316
 AT1316 ** The orthometric height has not been validated since last determined
 AT1316 ** by differential leveling and should not be used for control purposes.
 AT1316 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1316 ** area with valid NAVD 88 orthometric heights.
 AT1316 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1316 ** epoch indicated which incorporates improved geoid heights for the
 AT1316 ** Southern Louisiana Subsidence area.
 AT1316 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1316
 AT1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1316
 AT1316.The geoid height was determined by GEOID03.
 AT1316
 AT1316;                    North         East     Units Scale Factor Converg.
 AT1316;SPC LA S     -   115,981.522 1,138,618.637   MT  0.99995808   +0 42 54.4
 AT1316;SPC LA S     -   380,516.04  3,735,617.98   sFT  0.99995808   +0 42 54.4
 AT1316;UTM  16      - 3,271,168.640   218,650.213   MT  1.00057684   -1 25 56.0
 AT1316
 AT1316                          SUPERSEDED SURVEY CONTROL
 AT1316
 AT1316  NAD 83(1986)-  29 32 18.72316(N)    089 54 11.30782(W) AD(       ) 4
 AT1316  NAD 27      -  29 32 17.94700(N)    089 54 11.06000(W) AD(       ) 3
 AT1316
 AT1316.Superseded values are not recommended for survey control.
 AT1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1316.See file dsdata.txt to determine how the superseded data were derived.
 AT1316
 AT1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1865071169(NAD 83)
 AT1316_MARKER: 67 = OIL DERRICK
 AT1316
 AT1316  HISTORY     - Date     Condition        Report By
 AT1316  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1316
 AT1316                          STATION DESCRIPTION
 AT1316
 AT1316'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1034 ***********************************************************************
 AT1034  DESIGNATION -  OIL DERRICK E OF S PASS
 AT1034  PID         -  AT1034
 AT1034  STATE/COUNTY-  LA/PLAQUEMINES
 AT1034  USGS QUAD   -  SOUTH PASS (1971)
 AT1034
 AT1034                         *CURRENT SURVEY CONTROL
 AT1034  ___________________________________________________________________
 AT1034* NAD 83(1992)-  29 05 57.93365(N)    089 09 52.60546(W)     ADJUSTED  
 AT1034* NAVD 88     -                                                        
 AT1034  ___________________________________________________________________
 AT1034  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AT1034  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AT1034
 AT1034  HORZ ORDER  -  THIRD
 AT1034
 AT1034.The horizontal coordinates were established by classical geodetic methods
 AT1034.and adjusted by the National Geodetic Survey in January 1993..
 AT1034
 AT1034
 AT1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1034
 AT1034.The geoid height was determined by GEOID03.
 AT1034
 AT1034;                    North         East     Units Scale Factor Converg.
 AT1034;SPC LA S     -    68,443.535 1,211,112.872   MT  1.00004851   +1 05 03.8
 AT1034;SPC LA S     -   224,551.83  3,973,459.48   sFT  1.00004851   +1 05 03.8
 AT1034;UTM  16      - 3,220,937.067   289,342.353   MT  1.00014763   -1 03 11.1
 AT1034
 AT1034                          SUPERSEDED SURVEY CONTROL
 AT1034
 AT1034  NAD 83(1986)-  29 05 57.93676(N)    089 09 52.61798(W) AD(       ) 4
 AT1034  NAD 27      -  29 05 57.06663(N)    089 09 52.42433(W) AD(       ) 3
 AT1034
 AT1034.Superseded values are not recommended for survey control.
 AT1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1034.See file dsdata.txt to determine how the superseded data were derived.
 AT1034
 AT1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8934220937(NAD 83)
 AT1034_MARKER: 67 = OIL DERRICK
 AT1034
 AT1034  HISTORY     - Date     Condition        Report By
 AT1034  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT1034
 AT1034                          STATION DESCRIPTION
 AT1034
 AT1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1034'STATION IS A TEXAS COMPANY OIL DERRICK CUT-IN IN JULY AND AUGUST
 AT1034'1936.  IT IS E OF SOUTH PASS BETWEEN JOHNSON AND LOOMES PASS ABOUT
 AT1034'6 MILES BELOW THE MOUTH OF PASS A LOUTRE ON THE MISSISSIPPI RIVER.
 AT1034'PARTY DID NOT VISIT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2852 ***********************************************************************
 AU2852  DESIGNATION -  OIL DERRICK WEST OF LAROSE
 AU2852  PID         -  AU2852
 AU2852  STATE/COUNTY-  LA/LAFOURCHE
 AU2852  USGS QUAD   -  LAROSE (1979)
 AU2852
 AU2852                         *CURRENT SURVEY CONTROL
 AU2852  ___________________________________________________________________
 AU2852* NAD 83(1992)-  29 35 40.64043(N)    090 27 12.57222(W)     ADJUSTED  
 AU2852* NAVD 88     -                                                        
 AU2852  **This station is located in a subsidence area (see below).
 AU2852  ___________________________________________________________________
 AU2852  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AU2852  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AU2852
 AU2852  HORZ ORDER  -  THIRD
 AU2852
 AU2852.The horizontal coordinates were established by classical geodetic methods
 AU2852.and adjusted by the National Geodetic Survey in January 1993..
 AU2852
 AU2852 ** The orthometric height has not been validated since last determined
 AU2852 ** by differential leveling and should not be used for control purposes.
 AU2852 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2852 ** area with valid NAVD 88 orthometric heights.
 AU2852 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2852 ** epoch indicated which incorporates improved geoid heights for the
 AU2852 ** Southern Louisiana Subsidence area.
 AU2852 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2852
 AU2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2852
 AU2852.The geoid height was determined by GEOID03.
 AU2852
 AU2852;                    North         East     Units Scale Factor Converg.
 AU2852;SPC LA S     -   121,660.864 1,085,230.454   MT  0.99995071   +0 26 23.8
 AU2852;SPC LA S     -   399,149.02  3,560,460.25   sFT  0.99995071   +0 26 23.8
 AU2852;UTM  15      - 3,276,575.546   746,638.728   MT  1.00035064   +1 15 29.7
 AU2852
 AU2852                          SUPERSEDED SURVEY CONTROL
 AU2852
 AU2852  NAD 83(1986)-  29 35 40.65841(N)    090 27 12.57658(W) AD(       ) 4
 AU2852  NAD 27      -  29 35 39.88252(N)    090 27 12.27750(W) AD(       ) 3
 AU2852
 AU2852.Superseded values are not recommended for survey control.
 AU2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2852.See file dsdata.txt to determine how the superseded data were derived.
 AU2852
 AU2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4663976576(NAD 83)
 AU2852_MARKER: 67 = OIL DERRICK
 AU2852
 AU2852  HISTORY     - Date     Condition        Report By
 AU2852  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2852
 AU2852                          STATION DESCRIPTION
 AU2852
 AU2852'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1656 ***********************************************************************
 CQ1656  DESIGNATION -  OIL RM 1
 CQ1656  PID         -  CQ1656
 CQ1656  STATE/COUNTY-  LA/DE SOTO
 CQ1656  USGS QUAD   -  MANSFIELD (1994)
 CQ1656
 CQ1656                         *CURRENT SURVEY CONTROL
 CQ1656  ___________________________________________________________________
 CQ1656* NAD 83(1986)-  32 00 18.     (N)    093 43 41.     (W)     SCALED    
 CQ1656* NAVD 88     -       111.46   (+/-2cm)     365.7    (feet)  VERTCON   
 CQ1656  ___________________________________________________________________
 CQ1656  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1656
 CQ1656  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1656
 CQ1656.The horizontal coordinates were scaled from a topographic map and have
 CQ1656.an estimated accuracy of +/- 6 seconds.
 CQ1656
 CQ1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1656.The vertical order pertains to the NGVD 29 superseded value.
 CQ1656
 CQ1656.The geoid height was determined by GEOID03.
 CQ1656
 CQ1656;                    North         East    Units  Estimated Accuracy
 CQ1656;SPC LA N     -   167,520.      883,980.      MT  (+/- 180 meters Scaled)
 CQ1656
 CQ1656                          SUPERSEDED SURVEY CONTROL
 CQ1656
 CQ1656  NGVD 29 (??/??/??)  111.524  (m)          365.89   (f) ADJUSTED    1 2
 CQ1656
 CQ1656.Superseded values are not recommended for survey control.
 CQ1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1656.See file dsdata.txt to determine how the superseded data were derived.
 CQ1656
 CQ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR312412(NAD 83)
 CQ1656_MARKER: DB = BENCH MARK DISK
 CQ1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1656+STABILITY: SURFACE MOTION
 CQ1656
 CQ1656  HISTORY     - Date     Condition        Report By
 CQ1656  HISTORY     - UNK      MONUMENTED       CGS
 CQ1656  HISTORY     - 1919     GOOD             CGS
 CQ1656  HISTORY     - 1997     GOOD             USPSQD
 CQ1656
 CQ1656                          STATION DESCRIPTION
 CQ1656
 CQ1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 CQ1656'0.5 MI S FROM SOUTH MANSFIELD.
 CQ1656'TO REACH-- BY TRUCK, GO TO SOUTH MANSFIELD RAILROAD STATION, THENCE GO
 CQ1656'WEST UP GRADE TO FIRST ROAD SOUTH, TURN SOUTH ON THIS ROAD AND GO
 CQ1656'ABOUT 1/2 MILE, TURN EAST ON LANE BETWEEN SOME NEGRO HOUSES, GO EAST
 CQ1656'ABOUT 1/4 MILE TO FORK, TAKE NORTH FORK ON NORTH SIDE OF SMALL PINE
 CQ1656'TIMBER PATCH AND GO TO RR CROSSING.  2.4 FEET ON THE E. SIDE OF THE
 CQ1656'KANSAS CITY SOUTHERN RAILWAY FENCE, 44.9 FEET WEST OF WEST RAIL, AND
 CQ1656'57 FEET SOUTHWEST OF FIRST TELEGRAPH POLE SOUTH OF ROAD CROSSING.
 CQ1656
 CQ1656                          STATION RECOVERY (1997)
 CQ1656
 CQ1656'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1657 ***********************************************************************
 CQ1657  DESIGNATION -  OIL=R 10
 CQ1657  PID         -  CQ1657
 CQ1657  STATE/COUNTY-  LA/DE SOTO
 CQ1657  USGS QUAD   -  MANSFIELD (1994)
 CQ1657
 CQ1657                         *CURRENT SURVEY CONTROL
 CQ1657  ___________________________________________________________________
 CQ1657* NAD 83(1992)-  32 00 17.60306(N)    093 43 41.32513(W)     ADJUSTED  
 CQ1657* NAVD 88     -       110.68   (+/-2cm)     363.1    (feet)  VERTCON   
 CQ1657  ___________________________________________________________________
 CQ1657  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CQ1657  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1657
 CQ1657  HORZ ORDER  -  FIRST
 CQ1657  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1657
 CQ1657.The horizontal coordinates were established by classical geodetic methods
 CQ1657.and adjusted by the National Geodetic Survey in January 1993..
 CQ1657
 CQ1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1657.The vertical order pertains to the NGVD 29 superseded value.
 CQ1657
 CQ1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1657
 CQ1657.The geoid height was determined by GEOID03.
 CQ1657
 CQ1657;                    North         East     Units Scale Factor Converg.
 CQ1657;SPC LA N     -   167,512.083   883,967.041   MT  0.99991589   -0 38 57.6
 CQ1657;SPC LA N     -   549,579.23  2,900,148.53   sFT  0.99991589   -0 38 57.6
 CQ1657;UTM  15      - 3,541,209.304   431,225.564   MT  0.99965833   -0 23 09.3
 CQ1657
 CQ1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1657!SPC LA N     -   0.99998666  x   0.99991589  =   0.99990256
 CQ1657!UTM  15      -   0.99998666  x   0.99965833  =   0.99964500
 CQ1657
 CQ1657:                Primary Azimuth Mark                     Grid Az
 CQ1657:SPC LA N     -  SOUTH                                    019 41 50.7
 CQ1657:UTM  15      -  SOUTH                                    019 26 02.4
 CQ1657
 CQ1657|---------------------------------------------------------------------|
 CQ1657| PID    Reference Object                     Distance      Geod. Az  |
 CQ1657|                                                           dddmmss.s |
 CQ1657| CQ3157 SOUTH                               APPROX. 1.1 KM 0190253.1 |
 CQ1657| CX5996 OIL RM                               33.145 METERS 17723     |
 CQ1657|---------------------------------------------------------------------|
 CQ1657
 CQ1657                          SUPERSEDED SURVEY CONTROL
 CQ1657
 CQ1657  NAD 83(1986)-  32 00 17.61204(N)    093 43 41.32206(W) AD(       ) 1
 CQ1657  NAD 27      -  32 00 17.02300(N)    093 43 40.66200(W) AD(       ) 1
 CQ1657  NGVD 29 (??/??/??)  110.745  (m)          363.34   (f) ADJUSTED    1 2
 CQ1657
 CQ1657.Superseded values are not recommended for survey control.
 CQ1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1657.See file dsdata.txt to determine how the superseded data were derived.
 CQ1657
 CQ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3122641209(NAD 83)
 CQ1657_MARKER: DS = TRIANGULATION STATION DISK
 CQ1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1657_STAMPING: 363.169 R 10
 CQ1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1657+STABILITY: SURFACE MOTION
 CQ1657
 CQ1657  HISTORY     - Date     Condition        Report By
 CQ1657  HISTORY     - 1919     MONUMENTED       CGS
 CQ1657  HISTORY     - 1919     GOOD             CGS
 CQ1657  HISTORY     - 1935     GOOD             CGS
 CQ1657  HISTORY     - 1938     GOOD             CGS
 CQ1657  HISTORY     - 1949     GOOD             CGS
 CQ1657  HISTORY     - 1969     GOOD             CGS
 CQ1657
 CQ1657                          STATION DESCRIPTION
 CQ1657
 CQ1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 CQ1657'STATION IS ABOUT 1/2 MILE S OF SOUTH MANSFIELD RAILROAD STATION,
 CQ1657'19.63 METERS (64.40 FEET) W OF CENTER OF KANSAS CITY SOUTHERN
 CQ1657'RAILWAY, AT INTERSECTION OF W RAIL FROM N AND W RAIL FROM S, AT
 CQ1657'FIRST CURVE S OF SOUTH MANSFIELD IN ENCLOSURE OF PRODUCERS
 CQ1657'OIL COMPANY.
 CQ1657'
 CQ1657'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ1657'DISKS SET IN CONCRETE.
 CQ1657'
 CQ1657'REFERENCE MARK IS 33.145 METERS (108.74 FEET) FROM STATION
 CQ1657'S 02 DEG 37 MIN E.
 CQ1657
 CQ1657                          STATION RECOVERY (1919)
 CQ1657
 CQ1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 CQ1657'0.7 MI S FROM SOUTH MANSFIELD.
 CQ1657'ABOUT 0.7 MILE SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 CQ1657'STATION AT SOUTH MANSFIELD, DE SOTO PARISH, AT THE FIRST CURVE SOUTH
 CQ1657'OF THE TOWN, ABOUT 240 FEET SOUTH OF A CATTLE GUARD AT A ROAD
 CQ1657'CROSSING, AT THE INTERSECTION OF THE PROLONGATIONS OF THE WEST RAIL OF
 CQ1657'THE TANGENTS, 63 FEET WEST OF THE WEST RAIL, AND 49 FEET SOUTH OF THE
 CQ1657'CENTER LINE OF THE ROAD.  A STANDARD TRIANGULATION STATION DISK SET IN
 CQ1657'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CQ1657
 CQ1657                          STATION RECOVERY (1935)
 CQ1657
 CQ1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 CQ1657'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 CQ1657'CONDITION.
 CQ1657'
 CQ1657'REFERENCE MARK NO. 1 (1919) RECOVERED ON E SIDE OF FENCE IN
 CQ1657'RAILROAD 2.4 FEET, 44.9 FEET W OF W RAILROAD RAIL AND 57 FEET SW
 CQ1657'OF FIRST TELEGRAPH POLE S OF ROAD CROSSING.
 CQ1657'
 CQ1657'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 CQ1657'A 14- BY 14- BY 30-INCH CONCRETE PIER, ON RAILROAD RIGHT-OF-WAY,
 CQ1657'45.9 FEET E OF E RAILROAD RAIL, 1 FOOT W OF E FENCE OF RAILROAD
 CQ1657'RIGHT-OF-WAY, ABOUT 90 YARDS S OF AN E-W ROAD, AND 34.565
 CQ1657'METERS (113.41 FEET) FROM STATION S 75 DEG 15 MIN 15 SEC E.
 CQ1657'
 CQ1657'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 39.895 METERS
 CQ1657'S 52 DEG 31 MIN E.
 CQ1657'
 CQ1657'TO REACH THIS STATION BY TRUCK, GO TO SOUTH MANSFIELD RAILROAD
 CQ1657'STATION, THENCE GO W UP GRADE TO FIRST ROAD S, TURN S ON
 CQ1657'THIS ROAD AND GO ABOUT 1/2 MILE, TURN E ON LANE BETWEEN SOME
 CQ1657'NEGRO HOUSES, GO E ABOUT 1/4 MILE TO FORK, TAKE N FORK ON
 CQ1657'N SIDE OF SMALL PINE TIMBER PATCH AND GO TO RAILROAD CROSSING.
 CQ1657'STATION ABOUT 90 YARDS S.
 CQ1657
 CQ1657                          STATION RECOVERY (1938)
 CQ1657
 CQ1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 CQ1657'RECOVERED IN GOOD CONDITION.
 CQ1657
 CQ1657                          STATION RECOVERY (1949)
 CQ1657
 CQ1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 CQ1657'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AN FOUND IN
 CQ1657'GOOD CONDITION.  THIS IS A TRAVERSE STATION.
 CQ1657
 CQ1657                          STATION RECOVERY (1969)
 CQ1657
 CQ1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 CQ1657'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CQ1657'
 CQ1657'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CQ1657'171 AND 84 AT THE SOUTH EDGE OF MANSFIELD, GO SOUTH ON U.S.
 CQ1657'ON U.S. 171 FOR 0.65 MILE TO CROSSROAD, TURN RIGHT AND GO WEST
 CQ1657'FOR 0.5 MILE TO T-JUNCTION, TURN LEFT AND FOLLOW PAVED ROAD SOUTH
 CQ1657'AND WEST FOR 0.85 MILE TO JOG IN ROAD AT PATTERSONS STORE,
 CQ1657'TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.55 MILE TO A SIDE
 CQ1657'ROAD LEFT, TURN LEFT AND GO EAST ON DIRT ROAD 0.2 MILE TO
 CQ1657'RAILROAD, CROSS TRACKS AND TURN RIGHT AND GO SOUTH ON EAST
 CQ1657'RIGHT-OF-WAY 0.05 MILE TO T-FENCE CORNER ON RIGHT SIDE OF
 CQ1657'TRACKS AND STATION.
 CQ1657'
 CQ1657'THE STATION MARK, STANDARD DISK IN 14 INCH SQUARE POST STAMPED
 CQ1657'363.169 R 10, FLUSH WITH THE GROUND, IS IN NORTHEAST CORNER OF
 CQ1657'PASTURE, 61 FEET NORTH-NORTHWEST OF 2ND TELEPHONE POLE SOUTH
 CQ1657'OF ROAD, 15.5 FEET EAST-SOUTHEAST OF 14 INCH TREE WITH TRIANGLE
 CQ1657'BLAZE ON EAST SIDE, 3.5 FEET SOUTH OF FENCE AND 14.4 FEET WEST
 CQ1657'OF THE JUNCTION OF THIS FENCE AND RIGHT-OF-WAY FENCE.
 CQ1657'
 CQ1657'REFERENCE MARK 1, A STANDARD DISK STAMPED OIL R.M. 1 1919 SET IN
 CQ1657'SET IN 10 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND,
 CQ1657'IS ON HIGHEST GROUND IN THE VICINITY, 57.2 FEET SOUTH-SOUTHWEST
 CQ1657'OF 2ND TELEPHONE POLE SOUTH OF ROAD, 45.2 FEET WEST OF WEST
 CQ1657'RAIL, 8.5 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL
 CQ1657'OF RED BRICK BUILDING (CAVALIERS CLUB HOUSE) THAT IS EAST OF
 CQ1657'THE MARK AND 2.1 FEET EAST OF CROSS TIE FENCE POST AND FENCE.
 CQ1657'
 CQ1657'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OIL R.M. 2 1919 SET
 CQ1657'14 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND, IS AS
 CQ1657'DESCRIBED IN THE 1935 DESCRIPTION AND 85.1 FEET NORTHWEST OF THE
 CQ1657'NORTHWEST OF THE RED BRICK BUILDING.
 CQ1657'
 CQ1657'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES
 CQ1657'SOUTHWEST OF MANSFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2815 ***********************************************************************
 CQ2815  DESIGNATION -  OKALOOSA
 CQ2815  PID         -  CQ2815
 CQ2815  STATE/COUNTY-  LA/OUACHITA
 CQ2815  USGS QUAD   -  CHATHAM SE (1982)
 CQ2815
 CQ2815                         *CURRENT SURVEY CONTROL
 CQ2815  ___________________________________________________________________
 CQ2815* NAD 83(1992)-  32 21 45.56826(N)    092 20 49.18823(W)     ADJUSTED  
 CQ2815* NAVD 88     -        83.1    (meters)     273.     (feet)  VERTCON   
 CQ2815  ___________________________________________________________________
 CQ2815  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CQ2815  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2815
 CQ2815  HORZ ORDER  -  FIRST
 CQ2815
 CQ2815.The horizontal coordinates were established by classical geodetic methods
 CQ2815.and adjusted by the National Geodetic Survey in January 1993..
 CQ2815
 CQ2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2815
 CQ2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2815
 CQ2815.The geoid height was determined by GEOID03.
 CQ2815
 CQ2815;                    North         East     Units Scale Factor Converg.
 CQ2815;SPC LA N     -   206,534.777 1,014,399.764   MT  0.99994480   +0 04 51.2
 CQ2815;SPC LA N     -   677,606.18  3,328,076.56   sFT  0.99994480   +0 04 51.2
 CQ2815;UTM  15      - 3,580,822.135   561,436.210   MT  0.99964654   +0 20 58.4
 CQ2815
 CQ2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2815!SPC LA N     -   0.99999100  x   0.99994480  =   0.99993580
 CQ2815!UTM  15      -   0.99999100  x   0.99964654  =   0.99963754
 CQ2815
 CQ2815|---------------------------------------------------------------------|
 CQ2815| PID    Reference Object                     Distance      Geod. Az  |
 CQ2815|                                                           dddmmss.s |
 CQ2815| CY4352 OKALOOSA RM 1                        27.540 METERS 06641     |
 CQ2815| CY4353 OKALOOSA RM 2                        36.515 METERS 13252     |
 CQ2815| CQ2825 EROS MUN TANK                       APPROX. 7.8 KM 2964622.8 |
 CQ2815| CQ2819 VILLAGE                             APPROX.12.3 KM 3253936.3 |
 CQ2815|---------------------------------------------------------------------|
 CQ2815
 CQ2815                          SUPERSEDED SURVEY CONTROL
 CQ2815
 CQ2815  NAD 83(1986)-  32 21 45.58182(N)    092 20 49.17957(W) AD(       ) 1
 CQ2815  NAD 27      -  32 21 45.03899(N)    092 20 48.66939(W) AD(       ) 1
 CQ2815  NGVD 29 (07/19/86)   83.1    (m)          273.     (f) VERT ANG       
 CQ2815
 CQ2815.Superseded values are not recommended for survey control.
 CQ2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2815.See file dsdata.txt to determine how the superseded data were derived.
 CQ2815
 CQ2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6143680822(NAD 83)
 CQ2815_MARKER: DS = TRIANGULATION STATION DISK
 CQ2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2815
 CQ2815  HISTORY     - Date     Condition        Report By
 CQ2815  HISTORY     - 1971     MONUMENTED       NGS
 CQ2815
 CQ2815                          STATION DESCRIPTION
 CQ2815
 CQ2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2815'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES ON LINE.
 CQ2815'
 CQ2815'THE STATION IS ABOUT 7 MILES NORTHEAST OF CHATHAM, 5 MILES
 CQ2815'SOUTHEAST OF EROS, 1.5 MILES SOUTHWEST OF OKALOOSA, IN SECTION
 CQ2815'22, T 16 N, R 1 E, AND ON LAND OWNED BY THE TREMONT LUMBER
 CQ2815'COMPANY, JOYCE, LOUISIANA, 71440.
 CQ2815'
 CQ2815'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 CQ2815'STATE HIGHWAY 148 IN EROS, GO EAST AND SOUTHEAST ON STATE HIGHWAY
 CQ2815'148 FOR 5.6 MILES TO THE END OF STATE HIGHWAY 148 AND THE
 CQ2815'JACKSON-OUACHITA PARISH LINE.  CONTINUE EAST ON A PAVED ROAD
 CQ2815'(OKALOOSA SCHOOL ROAD) FOR 0.5 MILE TO JACK CROWELL ROAD.  TURN
 CQ2815'LEFT AND GO NORTH ON JACK CROWELL ROAD FOR 0.05 MILE TO THE
 CQ2815'STATION ON THE LEFT.
 CQ2815'
 CQ2815'STATION MARKS ARE STANDARD DISKS STAMPED OKALOOSA 1971.  THE
 CQ2815'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2815'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ2815'60 FEET SOUTHWEST OF THE CENTER OF JACK CROWELL ROAD, 39 FEET
 CQ2815'NORTH OF A 12-INCH OAK TREE AND 5.3 FEET SOUTHEAST OF A METAL
 CQ2815'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CQ2815'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2815'
 CQ2815'REFERENCE MARK 1, A STANDARD DISK STAMPED OKALOOSA NO 1 1971, IS
 CQ2815'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2815'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET EAST
 CQ2815'OF THE CENTER OF JACK CROWELL ROAD AND 18 FEET WEST OF A 24-INCH
 CQ2815'OAK TREE.
 CQ2815'
 CQ2815'REFERENCE MARK 2, A STANDARD DISK STAMPED OKALOOSA NO 2 1971, IS
 CQ2815'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2815'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET EAST
 CQ2815'OF THE CENTER OF JACK CROWELL ROAD AND 8.6 FEET NORTHWEST OF A
 CQ2815'10-INCH OAK TREE.
 CQ2815'
 CQ2815'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2815'
 CQ2815'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2424 ***********************************************************************
 AU2424  DESIGNATION -  OLD 1935
 AU2424  PID         -  AU2424
 AU2424  STATE/COUNTY-  LA/TERREBONNE
 AU2424  USGS QUAD   -  LOST LAKE (1978)
 AU2424
 AU2424                         *CURRENT SURVEY CONTROL
 AU2424  ___________________________________________________________________
 AU2424* NAD 83(1992)-  29 15 53.04715(N)    091 05 41.31923(W)     ADJUSTED  
 AU2424* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2424  ___________________________________________________________________
 AU2424  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2424  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AU2424
 AU2424  HORZ ORDER  -  THIRD
 AU2424
 AU2424.The horizontal coordinates were established by classical geodetic methods
 AU2424.and adjusted by the National Geodetic Survey in January 1993..
 AU2424
 AU2424.The orthometric height was scaled from a topographic map.
 AU2424
 AU2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2424
 AU2424.The geoid height was determined by GEOID03.
 AU2424
 AU2424;                    North         East     Units Scale Factor Converg.
 AU2424;SPC LA S     -    84,793.010 1,023,182.058   MT  1.00000765   +0 07 09.4
 AU2424;SPC LA S     -   278,191.73  3,356,889.80   sFT  1.00000765   +0 07 09.4
 AU2424;UTM  15      - 3,238,821.423   685,108.421   MT  1.00002283   +0 55 53.8
 AU2424
 AU2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2424!SPC LA S     -   1.00000388  x   1.00000765  =   1.00001153
 AU2424!UTM  15      -   1.00000388  x   1.00002283  =   1.00002671
 AU2424
 AU2424                          SUPERSEDED SURVEY CONTROL
 AU2424
 AU2424  NAD 83(1986)-  29 15 53.07148(N)    091 05 41.32517(W) AD(       ) 3
 AU2424  NAD 27      -  29 15 52.28400(N)    091 05 40.96100(W) AD(       ) 3
 AU2424
 AU2424.Superseded values are not recommended for survey control.
 AU2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2424.See file dsdata.txt to determine how the superseded data were derived.
 AU2424
 AU2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8510838821(NAD 83)
 AU2424_MARKER: DS = TRIANGULATION STATION DISK
 AU2424_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AU2424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2424
 AU2424  HISTORY     - Date     Condition        Report By
 AU2424  HISTORY     - 1935     MONUMENTED       CGS
 AU2424  HISTORY     - 1953     GOOD             CGS
 AU2424  HISTORY     - 1966     GOOD             CGS
 AU2424
 AU2424                          STATION DESCRIPTION
 AU2424
 AU2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (TBR)
 AU2424'STATION IS ON THE N SIDE OF OLD OYSTER BAYOU, APPROXIMATELY
 AU2424'1-1/2 MILES E OF THE ENTRANCE OF THIS BAYOU INTO FOUR LEAGUE BAY.
 AU2424'IT IS 23 METERS W OF A SMALL STREAM WHICH EXTENDS NORTHWARD
 AU2424'FROM THE BAYOU, IN THE MARSH 22 METERS N OF OLD OYSTER BAYOU, AND
 AU2424'26 METERS NW OF THE JUNCTION OF THE SMALL STREAM AND OLD
 AU2424'OYSTER BAYOU.
 AU2424'
 AU2424'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AU2424'6-FOOT CONCRETE POSTS, PRECAST AROUND A 1/2-INCH STEEL REINFORCING
 AU2424'BARS.  MARKS PROJECT 18 INCHES ABOVE THE SURFACE OF THE MARSH.
 AU2424'
 AU2424'STATION CAN BE REACHED ONLY BY BOAT, ENTERING OLD OYSTER
 AU2424'BAYOU NEAR THE S END OF FOUR LEAGUE BAY.  AN INTERSECTION STATION.
 AU2424'
 AU2424'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 AU2424
 AU2424                          STATION RECOVERY (1953)
 AU2424
 AU2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ALP)
 AU2424'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2424'THE MAGNETIC AZIMUTHS TO THE REFERENCE MARKS WHICH WERE GIVEN
 AU2424'IN THE ORIGINAL DESCRIPTION DID NOT CHECK.  A COMPLETE NEW
 AU2424'DESCRIPTION FOLLOWS--
 AU2424'
 AU2424'STATION IS LOCATED ON OLD OYSTER BAYOU, ABOUT 2 MI. FROM ITS
 AU2424'MOUTH AT FOUR LEAGUE BAY, AT THE CENTER ONE OF THREE SHARP
 AU2424'BENDS IN THE BAYOU, N OF OLD OYSTER BAYOU, NW OF A SMALL
 AU2424'BRANCH BAYOU, AND 3 FT. S OF A 4- BY 4-IN. WOODEN WITNESS POST.
 AU2424'IT IS A STANDARD DISK, STAMPED OLD 1935 AND SET IN THE TOP OF
 AU2424'A 4-IN. OCTAGONAL CONCRETE MONUMENT PROJECTING 8 IN. ABOVE
 AU2424'THE GROUND.
 AU2424'
 AU2424'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NO 1 1935 AND
 AU2424'SET IN THE TOP OF A 4-IN. OCTAGONAL CONCRETE MONUMENT PROJECTING
 AU2424'12 IN. ABOVE THE GROUND.
 AU2424'
 AU2424'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NO 2 1935 AND
 AU2424'SET IN THE TOP OF A 4-IN. OCTAGONAL CONCRETE MONUMENT PROJECTING
 AU2424'10 IN. ABOVE THE GROUND.
 AU2424
 AU2424                          STATION RECOVERY (1966)
 AU2424
 AU2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2424'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AU2424'REFERENCE MARK 1 WAS NOT RECOVERED BUT COULD STILL BE INTACT
 AU2424'UNDER QUITE A BIT OF SILT.  A METAL WITNESS POST WAS SET AT
 AU2424'THE STATION.  THE 1953 RECOVERY NOTE BY A.L.P. IS ADEQUATE.
 AU2424'
 AU2424'STATION IS LOCATED ON OLD OYSTER BAYOU, ABOUT 2 MILES FROM
 AU2424'ITS MOUTH AT FOURLEAGUE BAY, AT THE CENTER ONE OF THREE SHARP
 AU2424'BENDS IN THE BAYOU, 10 METERS NORTH OF OLD OYSTER BAYOU AND JUST
 AU2424'NORTHWEST OF A SMALL BRANCH BAYOU AND THE MARK PROJECTS ABOUT
 AU2424'4 INCHES.
 AU2424'
 AU2424'REFERENCE MARK 2 IS 18.72 METERS NORTHEAST OF THE STATION AND
 AU2424'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2404 ***********************************************************************
 AU2404  DESIGNATION -  OLD NORTH BEND SUGAR MILL STK
 AU2404  PID         -  AU2404
 AU2404  STATE/COUNTY-  LA/ST MARY
 AU2404  USGS QUAD   -  NORTH BEND (1994)
 AU2404
 AU2404                         *CURRENT SURVEY CONTROL
 AU2404  ___________________________________________________________________
 AU2404* NAD 83(1992)-  29 41 01.54109(N)    091 28 20.31389(W)     ADJUSTED  
 AU2404* NAVD 88     -                                                        
 AU2404  **This station is located in a subsidence area (see below).
 AU2404  ___________________________________________________________________
 AU2404  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU2404  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AU2404
 AU2404  HORZ ORDER  -  THIRD
 AU2404
 AU2404.The horizontal coordinates were established by classical geodetic methods
 AU2404.and adjusted by the National Geodetic Survey in January 1993..
 AU2404
 AU2404 ** The orthometric height has not been validated since last determined
 AU2404 ** by differential leveling and should not be used for control purposes.
 AU2404 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2404 ** area with valid NAVD 88 orthometric heights.
 AU2404 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2404 ** epoch indicated which incorporates improved geoid heights for the
 AU2404 ** Southern Louisiana Subsidence area.
 AU2404 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2404
 AU2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2404
 AU2404.The geoid height was determined by GEOID03.
 AU2404
 AU2404;                    North         East     Units Scale Factor Converg.
 AU2404;SPC LA S     -   131,222.015   986,549.201   MT  0.99994096   -0 04 10.2
 AU2404;SPC LA S     -   430,517.56  3,236,703.50   sFT  0.99994096   -0 04 10.2
 AU2404;UTM  15      - 3,284,720.422   647,816.129   MT  0.99986959   +0 45 24.0
 AU2404
 AU2404                          SUPERSEDED SURVEY CONTROL
 AU2404
 AU2404  NAD 83(1986)-  29 41 01.55744(N)    091 28 20.31030(W) AD(       ) 4
 AU2404  NAD 27      -  29 41 00.79851(N)    091 28 19.92020(W) AD(       ) 3
 AU2404
 AU2404.Superseded values are not recommended for survey control.
 AU2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2404.See file dsdata.txt to determine how the superseded data were derived.
 AU2404
 AU2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4781684720(NAD 83)
 AU2404_MARKER: 63 = STACK
 AU2404
 AU2404  HISTORY     - Date     Condition        Report By
 AU2404  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2404  HISTORY     - 1947     GOOD             CGS
 AU2404  HISTORY     - 1948     GOOD             CGS
 AU2404  HISTORY     - 1950     GOOD             CGS
 AU2404  HISTORY     - 1955     GOOD             CGS
 AU2404  HISTORY     - 1957     GOOD             CGS
 AU2404
 AU2404                          STATION DESCRIPTION
 AU2404
 AU2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2404'THE STATION WAS RECOVERED IN GOOD CONDITION.  HOWEVER, THE
 AU2404'STACK SHOWS SOME INDICATION OF WEATHERING.
 AU2404'
 AU2404'STATION IS THE OLD BRICK STACK LOCATED ON THE RUINS OF THE OLD
 AU2404'N BEND SUGAR MILL IN N BEND WHICH IS LOCATED ON THE INTRACOASTAL
 AU2404'WATERWAY ABOUT 15 MILES W OF MORGAN CITY.
 AU2404
 AU2404                          STATION RECOVERY (1948)
 AU2404
 AU2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2404'STATION IS LOCATED 8 MILES SW OF CENTERVILLE ALONG STATE HIGHWAY
 AU2404'60, AT THE INTERSECTION OF HIGHWAY 60 AND THE INTRACOASTAL
 AU2404'WATERWAY AT THE NORTH BEND PLANTATION.  THE STATION IS THE RED,
 AU2404'SQUARE, BRICK STACK OF THE NORTH BEND SUGAR MILL.  THE MILL
 AU2404'HAS BEEN REMOVED BUT THE STACK REMAINS IN GOOD CONDITION.
 AU2404
 AU2404                          STATION RECOVERY (1950)
 AU2404
 AU2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AU2404'STATION RECOVERED IN GOOD CONDITION.  1948 DESCRIPTION INSUFFICIENT.
 AU2404'IT SHOULD BE AMENDED TO READ AS FOLLOWS--
 AU2404'
 AU2404'THE STATION IS THE SQUARE RED BRICK STACK OF THE DISMANTLED
 AU2404'NORTH BEND SUGAR MILL, 73 FT. HIGH, APPROXIMATELY 700 FT. N
 AU2404'OF THE INTRACOASTAL WATERWAY, AND APPROXIMATELY 850 FT. W OF
 AU2404'THE CENTERLINE OF STATE HIGHWAY 60.
 AU2404
 AU2404                          STATION RECOVERY (1955)
 AU2404
 AU2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2404'DESCRIPTION NOT AVAILABLE.  AN OLD CHIMNEY WAS FOUND AT THE
 AU2404'POSITION SHOWN ON PLANIMETRIC MAP T-9019.  A COMPLETE NEW
 AU2404'DESCRIPTION FOLLOWS--
 AU2404'
 AU2404'STATION IS LOCATED AT NORTH BEND, APPROXIMATELY 1000 FT. NW
 AU2404'OF THE HIGHWAY, AND 700 FT. NE OF INTRACOASTAL WATERWAY.
 AU2404'SUGAR MILL HAS DISAPPEARED.  STACK IS APPROXIMATELY 100 FT.
 AU2404'TALL, AND COMPLETELY COVERED BY DENSE VINES.  EXACT CENTER
 AU2404'OF STACK IS OBSCURED BY VINES.
 AU2404
 AU2404                          STATION RECOVERY (1957)
 AU2404
 AU2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2404'STATION RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY NOTE
 AU2404'BY C.W.C IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0827 ***********************************************************************
 AV0827  DESIGNATION -  OLD STARK TOWER USGS
 AV0827  PID         -  AV0827
 AV0827  STATE/COUNTY-  LA/CAMERON
 AV0827  USGS QUAD   -  HOLLY BEACH (1982)
 AV0827
 AV0827                         *CURRENT SURVEY CONTROL
 AV0827  ___________________________________________________________________
 AV0827* NAD 83(1992)-  29 51 34.02311(N)    093 29 34.94449(W)     ADJUSTED  
 AV0827* NAVD 88     -                                                        
 AV0827  **This station is located in a subsidence area (see below).
 AV0827  ___________________________________________________________________
 AV0827  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0827  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AV0827
 AV0827  HORZ ORDER  -  THIRD
 AV0827
 AV0827.The horizontal coordinates were established by classical geodetic methods
 AV0827.and adjusted by the National Geodetic Survey in January 1993..
 AV0827
 AV0827 ** The orthometric height has not been validated since last determined
 AV0827 ** by differential leveling and should not be used for control purposes.
 AV0827 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0827 ** area with valid NAVD 88 orthometric heights.
 AV0827 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0827 ** epoch indicated which incorporates improved geoid heights for the
 AV0827 ** Southern Louisiana Subsidence area.
 AV0827 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0827
 AV0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0827
 AV0827.The geoid height was determined by GEOID03.
 AV0827
 AV0827;                    North         East     Units Scale Factor Converg.
 AV0827;SPC LA S     -   152,653.806   791,352.128   MT  0.99992877   -1 04 47.6
 AV0827;SPC LA S     -   500,831.70  2,596,294.44   sFT  0.99992877   -1 04 47.6
 AV0827;UTM  15      - 3,303,313.546   452,380.256   MT  0.99962798   -0 14 43.7
 AV0827
 AV0827                          SUPERSEDED SURVEY CONTROL
 AV0827
 AV0827  NAD 83(1986)-  29 51 34.04726(N)    093 29 34.92935(W) AD(       ) 4
 AV0827  NAD 27      -  29 51 33.27000(N)    093 29 34.34000(W) AD(       ) 3
 AV0827
 AV0827.Superseded values are not recommended for survey control.
 AV0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0827.See file dsdata.txt to determine how the superseded data were derived.
 AV0827
 AV0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5238003314(NAD 83)
 AV0827_MARKER: 55 = TOWER
 AV0827
 AV0827  HISTORY     - Date     Condition        Report By
 AV0827  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0827
 AV0827                          STATION DESCRIPTION
 AV0827
 AV0827'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2433 ***********************************************************************
 AU2433  DESIGNATION -  OLE 1955
 AU2433  PID         -  AU2433
 AU2433  STATE/COUNTY-  LA/TERREBONNE
 AU2433  USGS QUAD   -  PLUMB BAYOU (1978)
 AU2433
 AU2433                         *CURRENT SURVEY CONTROL
 AU2433  ___________________________________________________________________
 AU2433* NAD 83(1992)-  29 23 56.25520(N)    091 11 11.23845(W)     ADJUSTED  
 AU2433* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2433  ___________________________________________________________________
 AU2433  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2433  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AU2433
 AU2433  HORZ ORDER  -  THIRD
 AU2433
 AU2433.The horizontal coordinates were established by classical geodetic methods
 AU2433.and adjusted by the National Geodetic Survey in January 1993..
 AU2433
 AU2433.The orthometric height was scaled from a topographic map.
 AU2433
 AU2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2433
 AU2433.The geoid height was determined by GEOID03.
 AU2433
 AU2433;                    North         East     Units Scale Factor Converg.
 AU2433;SPC LA S     -    99,655.532 1,014,256.068   MT  0.99998053   +0 04 24.4
 AU2433;SPC LA S     -   326,953.19  3,327,605.12   sFT  0.99998053   +0 04 24.4
 AU2433;UTM  15      - 3,253,555.651   675,971.923   MT  0.99998211   +0 53 25.7
 AU2433
 AU2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2433!SPC LA S     -   1.00000393  x   0.99998053  =   0.99998446
 AU2433!UTM  15      -   1.00000393  x   0.99998211  =   0.99998604
 AU2433
 AU2433                          SUPERSEDED SURVEY CONTROL
 AU2433
 AU2433  NAD 83(1986)-  29 23 56.27850(N)    091 11 11.24058(W) AD(       ) 3
 AU2433  NAD 27      -  29 23 55.51000(N)    091 11 10.86000(W) AD(       ) 3
 AU2433
 AU2433.Superseded values are not recommended for survey control.
 AU2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2433.See file dsdata.txt to determine how the superseded data were derived.
 AU2433
 AU2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7597253556(NAD 83)
 AU2433_MARKER: DT = TOPOGRAPHIC STATION DISK
 AU2433_SETTING: 0 = UNSPECIFIED SETTING
 AU2433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2433
 AU2433  HISTORY     - Date     Condition        Report By
 AU2433  HISTORY     - 1955     MONUMENTED       CGS
 AU2433
 AU2433                          STATION DESCRIPTION
 AU2433
 AU2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2433'AT THE EAST END OF ATCHAFALAYA BAY, ABOUT 2 MILES EAST OF HALTERS
 AU2433'ISLAND, ON CREOLE BAYOU, ABOUT 2-1/2 MILES UPSTREAM FROM
 AU2433'ATCHAFALAYA BAY, ABOUT 1.2 MILES DOWNSTREAM FROM THE MOUTH OF
 AU2433'LITTLE CARRION CROW BAYOU, ABOUT 200 FEET WEST OF THE WESTERLY OF
 AU2433'THREE TRAPPERS CABINS ON THE NORTH BANK OF THE BAYOU, ON THE
 AU2433'SOUTH BANK OF THE BAYOU, 33 FEET SOUTHWEST OF A SMALL WILLOW
 AU2433'TREE, THE SECOND ISOLATED WILLOW WEST OF A LARGE GROWTH
 AU2433'DIRECTLY OPPOSITE THE CABINS, AND 20 FEET SOUTH OF THE SOUTH
 AU2433'SHORE OF THE BAYOU, A STANDARD TOPOGRAPHIC DISK STAMPED OLE
 AU2433'1955 SET IN THE TOP OF AN 8-FOOT LENGTH OF 4-INCH FIBER SOIL
 AU2433'PIPE PROJECTING 2-1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1093 ***********************************************************************
 AT1093  DESIGNATION -  OLGA 1922
 AT1093  PID         -  AT1093
 AT1093  STATE/COUNTY-  LA/PLAQUEMINES
 AT1093  USGS QUAD   -  TRIUMPH (1993)
 AT1093
 AT1093                         *CURRENT SURVEY CONTROL
 AT1093  ___________________________________________________________________
 AT1093* NAD 83(1992)-  29 20 43.27076(N)    089 24 11.94815(W)     ADJUSTED  
 AT1093* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1093  **This station is located in a subsidence area (see below).
 AT1093  ___________________________________________________________________
 AT1093  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AT1093  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AT1093
 AT1093  HORZ ORDER  -  THIRD
 AT1093
 AT1093.The horizontal coordinates were established by classical geodetic methods
 AT1093.and adjusted by the National Geodetic Survey in January 1993..
 AT1093
 AT1093 ** The orthometric height has not been validated since last determined
 AT1093 ** by differential leveling and should not be used for control purposes.
 AT1093 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1093 ** area with valid NAVD 88 orthometric heights.
 AT1093 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1093 ** epoch indicated which incorporates improved geoid heights for the
 AT1093 ** Southern Louisiana Subsidence area.
 AT1093 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1093.The orthometric height was scaled from a topographic map.
 AT1093
 AT1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1093
 AT1093.The geoid height was determined by GEOID03.
 AT1093
 AT1093;                    North         East     Units Scale Factor Converg.
 AT1093;SPC LA S     -    95,282.990 1,187,419.378   MT  0.99999071   +0 57 54.1
 AT1093;SPC LA S     -   312,607.61  3,895,725.08   sFT  0.99999071   +0 57 54.1
 AT1093;UTM  16      - 3,248,647.942   266,663.417   MT  1.00027188   -1 10 42.0
 AT1093
 AT1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1093!SPC LA S     -   1.00000380  x   0.99999071  =   0.99999451
 AT1093!UTM  16      -   1.00000380  x   1.00027188  =   1.00027568
 AT1093
 AT1093:                Primary Azimuth Mark                     Grid Az
 AT1093:SPC LA S     -  SABLE 2                                  059 27 30.9
 AT1093:UTM  16      -  SABLE 2                                  061 36 07.0
 AT1093
 AT1093|---------------------------------------------------------------------|
 AT1093| PID    Reference Object                     Distance      Geod. Az  |
 AT1093|                                                           dddmmss.s |
 AT1093| AT1077 SABLE 2                             APPROX. 9.6 KM 0602525.0 |
 AT1093|---------------------------------------------------------------------|
 AT1093
 AT1093                          SUPERSEDED SURVEY CONTROL
 AT1093
 AT1093  NAD 83(1986)-  29 20 43.27661(N)    089 24 11.95710(W) AD(       ) 3
 AT1093  NAD 27      -  29 20 44.84100(N)    089 24 07.52200(W) AD(       ) 3
 AT1093
 AT1093.Superseded values are not recommended for survey control.
 AT1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1093.See file dsdata.txt to determine how the superseded data were derived.
 AT1093
 AT1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6666348648(NAD 83)
 AT1093
 AT1093  HISTORY     - Date     Condition        Report By
 AT1093  HISTORY     - 1922     FIRST OBSERVED   CGS
 AT1093  HISTORY     - 1965     GOOD             CGS
 AT1093
 AT1093                          STATION DESCRIPTION
 AT1093
 AT1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FSB)
 AT1093'THE STATION IS THE CENTER OF THE CONCRETE FOUNDATION OF THE RIVER
 AT1093'LIGHTHOUSE ON THE
 AT1093'EASTERN BANK OF THE MISSISSIPPI RIVER 3-1/4 MILES
 AT1093'BELOW FORT ST.  PHILIP AND
 AT1093'APPROXIMATELY 40 FEET FROM THE SW CORNER
 AT1093'OF THE OLGA POST OFFICE AND STORE.  THE LIGHT
 AT1093'STANDS ON A STEEL TOWER
 AT1093'32 FEET HIGH WHICH IS SUPPORTED BY A CONCRETE FOUNDATION 1-FOOT
 AT1093'SQUARE WHICH
 AT1093'PROJECTS 2-1/2 FEET ABOVE THE TOP OF THE DIKE.  THE
 AT1093'RIVER LIGHT AT THE JUMP IS IN
 AT1093'S 31 DEG 17 MIN E.
 AT1093
 AT1093                          STATION RECOVERY (1965)
 AT1093
 AT1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1093'THE TOWER IS GONE BUT THE CONCRETE FOUNDATION IS STILL IN GOOD
 AT1093'CONDITION.  THE
 AT1093'1955 RECOVERY NOTE IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1092 ***********************************************************************
 AT1092  DESIGNATION -  OLGA LIGHT 16.3
 AT1092  PID         -  AT1092
 AT1092  STATE/COUNTY-  LA/PLAQUEMINES
 AT1092  USGS QUAD   -  TRIUMPH (1993)
 AT1092
 AT1092                         *CURRENT SURVEY CONTROL
 AT1092  ___________________________________________________________________
 AT1092* NAD 83(1992)-  29 20 45.62068(N)    089 24 07.72061(W)     ADJUSTED  
 AT1092* NAVD 88     -                                                        
 AT1092  **This station is located in a subsidence area (see below).
 AT1092  ___________________________________________________________________
 AT1092  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AT1092  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AT1092
 AT1092  HORZ ORDER  -  THIRD
 AT1092
 AT1092.The horizontal coordinates were established by classical geodetic methods
 AT1092.and adjusted by the National Geodetic Survey in January 1993..
 AT1092
 AT1092 ** The orthometric height has not been validated since last determined
 AT1092 ** by differential leveling and should not be used for control purposes.
 AT1092 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1092 ** area with valid NAVD 88 orthometric heights.
 AT1092 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1092 ** epoch indicated which incorporates improved geoid heights for the
 AT1092 ** Southern Louisiana Subsidence area.
 AT1092 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1092
 AT1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1092
 AT1092.The geoid height was determined by GEOID03.
 AT1092
 AT1092;                    North         East     Units Scale Factor Converg.
 AT1092;SPC LA S     -    95,357.252 1,187,532.183   MT  0.99999058   +0 57 56.2
 AT1092;SPC LA S     -   312,851.25  3,896,095.17   sFT  0.99999058   +0 57 56.2
 AT1092;UTM  16      - 3,248,717.953   266,778.954   MT  1.00027121   -1 10 40.0
 AT1092
 AT1092                          SUPERSEDED SURVEY CONTROL
 AT1092
 AT1092  NAD 83(1986)-  29 20 45.62677(N)    089 24 07.72900(W) AD(       ) 4
 AT1092  NAD 27      -  29 20 44.83900(N)    089 24 07.52800(W) AD(       ) 3
 AT1092
 AT1092.Superseded values are not recommended for survey control.
 AT1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1092.See file dsdata.txt to determine how the superseded data were derived.
 AT1092
 AT1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6677948718(NAD 83)
 AT1092_MARKER: 14 = NAVIGATION LIGHT
 AT1092
 AT1092  HISTORY     - Date     Condition        Report By
 AT1092  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1092  HISTORY     - 1959     GOOD             CGS
 AT1092
 AT1092                          STATION DESCRIPTION
 AT1092
 AT1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1092'THE STATION IS THE LIGHT ATOP THE 30 FOOT HIGH, WHITE SKELETON TOWER,
 AT1092'LOCATED ON THE
 AT1092'EASTERN BANK OF THE MISSISSIPPI RIVER ABOUT 3-1/4
 AT1092'MILES BELOW FORT ST.  PHILIP AND
 AT1092'NEAR THE OLGA STORE AND POST OFFICE.
 AT1092
 AT1092                          STATION RECOVERY (1959)
 AT1092
 AT1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1092'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 AT1092'DESCRIPTION IS
 AT1092'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2813 ***********************************************************************
 CQ2813  DESIGNATION -  OLIVE
 CQ2813  PID         -  CQ2813
 CQ2813  STATE/COUNTY-  LA/OUACHITA
 CQ2813  USGS QUAD   -  CHATHAM SE (1982)
 CQ2813
 CQ2813                         *CURRENT SURVEY CONTROL
 CQ2813  ___________________________________________________________________
 CQ2813* NAD 83(1992)-  32 17 19.57584(N)    092 17 37.81694(W)     ADJUSTED  
 CQ2813* NAVD 88     -        74.2    (meters)     243.     (feet)  VERTCON   
 CQ2813  ___________________________________________________________________
 CQ2813  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CQ2813  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2813
 CQ2813  HORZ ORDER  -  FIRST
 CQ2813
 CQ2813.The horizontal coordinates were established by classical geodetic methods
 CQ2813.and adjusted by the National Geodetic Survey in January 1993..
 CQ2813
 CQ2813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2813
 CQ2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2813
 CQ2813.The geoid height was determined by GEOID03.
 CQ2813
 CQ2813;                    North         East     Units Scale Factor Converg.
 CQ2813;SPC LA N     -   198,350.082 1,019,418.326   MT  0.99993564   +0 06 32.4
 CQ2813;SPC LA N     -   650,753.56  3,344,541.62   sFT  0.99993564   +0 06 32.4
 CQ2813;UTM  15      - 3,572,663.407   566,491.602   MT  0.99965452   +0 22 38.1
 CQ2813
 CQ2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2813!SPC LA N     -   0.99999239  x   0.99993564  =   0.99992803
 CQ2813!UTM  15      -   0.99999239  x   0.99965452  =   0.99964691
 CQ2813
 CQ2813|---------------------------------------------------------------------|
 CQ2813| PID    Reference Object                     Distance      Geod. Az  |
 CQ2813|                                                           dddmmss.s |
 CQ2813| CY4361 OLIVE RM 1                           41.907 METERS 02729     |
 CQ2813| CQ2814 CHATHAM G CO M WAVE KJN 65          APPROX. 4.0 KM 1864117.3 |
 CQ2813| CQ2804 HOODS MILL LOT                      APPROX.11.0 KM 2374335.9 |
 CQ2813| CY4362 OLIVE RM 2                           27.185 METERS 24617     |
 CQ2813| CQ3449 CHATHAM RESET                       APPROX.16.6 KM 2652218.1 |
 CQ2813| CQ2816 CHATHAM MUN TANK                    APPROX.15.3 KM 2760225.8 |
 CQ2813|---------------------------------------------------------------------|
 CQ2813
 CQ2813                          SUPERSEDED SURVEY CONTROL
 CQ2813
 CQ2813  NAD 83(1986)-  32 17 19.58977(N)    092 17 37.80824(W) AD(       ) 1
 CQ2813  NAD 27      -  32 17 19.04148(N)    092 17 37.30263(W) AD(       ) 1
 CQ2813  NGVD 29 (07/19/86)   74.2    (m)          243.     (f) VERT ANG       
 CQ2813
 CQ2813.Superseded values are not recommended for survey control.
 CQ2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2813.See file dsdata.txt to determine how the superseded data were derived.
 CQ2813
 CQ2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6649272663(NAD 83)
 CQ2813_MARKER: DS = TRIANGULATION STATION DISK
 CQ2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2813
 CQ2813  HISTORY     - Date     Condition        Report By
 CQ2813  HISTORY     - 1971     MONUMENTED       NGS
 CQ2813
 CQ2813                          STATION DESCRIPTION
 CQ2813
 CQ2813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2813'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 CQ2813'
 CQ2813'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 CQ2813'
 CQ2813'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHEAST OF EROS,
 CQ2813'10-1/4 MILES EAST OF CHATHAM, IN THE NORTHWEST PART OF SECTION
 CQ2813'17, T 15 N, R 2 E AND ON THE PROPERTY OF OLINKRAFT INC.,
 CQ2813'MR. A.B. SMITH, FORESTRY MANAGER, WAS CONTACTED.  THE ADDRESS
 CQ2813'IS--POST OFFICE BOX 488, WEST MONROE, LOUISIANA, 71291.
 CQ2813'
 CQ2813'TO REACH THE STATION FROM THE POST OFFICE IN CHATHAM, GO NORTH ON
 CQ2813'STATE HIGHWAY 34 FOR 1.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ2813'548.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 548 FOR 5.5 MILES
 CQ2813'TO A PAVED ROAD ON THE RIGHT AND SIGN MT OLIVE CHURCH.  TURN
 CQ2813'RIGHT AND GO SOUTH AND EASTERLY ON PAVED ROAD FOR 2.85 MILES TO
 CQ2813'A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON PAVED ROAD
 CQ2813'FOR 0.9 MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD ON PAVED ROAD
 CQ2813'FOR 0.15 MILE TO THE STATION ON THE RIGHT ACROSS FROM
 CQ2813'MT OLIVE CHURCH.
 CQ2813'
 CQ2813'THE STATION MARKS ARE STANDARD DISKS STAMPED OLIVE 1971.  THE
 CQ2813'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2813'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET
 CQ2813'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 34 FEET
 CQ2813'SOUTHEAST OF A 40-INCH OAK TREE, 28 FEET WEST OF THE CENTER
 CQ2813'OF THE PAVED ROAD AND 23 FEET NORTH OF A 30-INCH PINE
 CQ2813'TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 CQ2813'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2813'
 CQ2813'REFERENCE MARK 1, A STANDARD DISK STAMPED OLIVE NO 1 1971, IS
 CQ2813'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2813'FLUSH WITH THE GROUND SURFACE.  IT IS 77 FEET NORTH OF THE
 CQ2813'SOUTHWEST CORNER OF THE CHURCH, 72 FEET NORTHEAST OF THE CENTER
 CQ2813'OF THE PAVED ROAD, 33 FEET EAST OF A 40-INCH OAK TREE
 CQ2813'AND 4.5 FEET WEST OF A 20-INCH OAK TREE.
 CQ2813'
 CQ2813'REFERENCE MARK 2, A STANDARD DISK STAMPED OLIVE NO 2 1971, IS
 CQ2813'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2813'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET
 CQ2813'NORTHEAST OF A 10-INCH PINE TREE, 15 FEET SOUTH OF A TRACK
 CQ2813'ROAD AND 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 CQ2813'
 CQ2813'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2595 ***********************************************************************
 AU2595  DESIGNATION -  OLIVIER MOVIBLE KDX 273 MAST
 AU2595  PID         -  AU2595
 AU2595  STATE/COUNTY-  LA/IBERIA
 AU2595  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU2595
 AU2595                         *CURRENT SURVEY CONTROL
 AU2595  ___________________________________________________________________
 AU2595* NAD 83(1992)-  29 57 39.79960(N)    091 46 08.39919(W)     ADJUSTED  
 AU2595* NAVD 88     -                                                        
 AU2595  **This station is located in a subsidence area (see below).
 AU2595  ___________________________________________________________________
 AU2595  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2595  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AU2595
 AU2595  HORZ ORDER  -  THIRD
 AU2595
 AU2595.The horizontal coordinates were established by classical geodetic methods
 AU2595.and adjusted by the National Geodetic Survey in January 1993..
 AU2595
 AU2595 ** The orthometric height has not been validated since last determined
 AU2595 ** by differential leveling and should not be used for control purposes.
 AU2595 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2595 ** area with valid NAVD 88 orthometric heights.
 AU2595 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2595 ** epoch indicated which incorporates improved geoid heights for the
 AU2595 ** Southern Louisiana Subsidence area.
 AU2595 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2595
 AU2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2595
 AU2595.The geoid height was determined by GEOID03.
 AU2595
 AU2595;                    North         East     Units Scale Factor Converg.
 AU2595;SPC LA S     -   162,029.582   957,950.976   MT  0.99992598   -0 13 04.2
 AU2595;SPC LA S     -   531,592.05  3,142,877.49   sFT  0.99992598   -0 13 04.2
 AU2595;UTM  15      - 3,315,107.291   618,778.068   MT  0.99977406   +0 36 53.5
 AU2595
 AU2595                          SUPERSEDED SURVEY CONTROL
 AU2595
 AU2595  NAD 83(1986)-  29 57 39.82075(N)    091 46 08.39365(W) AD(       ) 4
 AU2595  NAD 27      -  29 57 39.08687(N)    091 46 07.97489(W) AD(       ) 3
 AU2595
 AU2595.Superseded values are not recommended for survey control.
 AU2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2595.See file dsdata.txt to determine how the superseded data were derived.
 AU2595
 AU2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1877815107(NAD 83)
 AU2595_MARKER: 42 = RADIO/TV MAST
 AU2595
 AU2595  HISTORY     - Date     Condition        Report By
 AU2595  HISTORY     - 1969     FIRST OBSERVED   CGS
 AU2595  HISTORY     - 19950430 GOOD             USPSQD
 AU2595
 AU2595                          STATION DESCRIPTION
 AU2595
 AU2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2595'THE STATION IS THE RED LIGHT AT THE TOP CENTER OF THE MAST OF THE
 AU2595'OLIVIER, MOVIBLE OFFSHORE INC.  IT IS LOCATED AT THE HEADQUARTERS OF
 AU2595'MOVIBLE OFFSHORE INC., 4.0 MILES SOUTHEAST OF NEW IBERIA, 2.0 MILES
 AU2595'SOUTHWEST OF OLIVIER AND 250 FEET WEST OF THE CENTER OF STATE
 AU2595'HIGHWAY 674.
 AU2595'
 AU2595'IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED
 AU2595'IN ALTERNATE BANDS OF RED AND WHITE, HAS A DISH SCREEN AT THE TOP
 AU2595'SOUTH SIDE AND THE OVER-ALL HEIGHT IS 300 FEET.
 AU2595
 AU2595                          STATION RECOVERY (1995)
 AU2595
 AU2595'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0322 ***********************************************************************
 BX0322  DESIGNATION -  OLLA
 BX0322  PID         -  BX0322
 BX0322  STATE/COUNTY-  LA/LA SALLE
 BX0322  USGS QUAD   -  OLLA WEST (1984)
 BX0322
 BX0322                         *CURRENT SURVEY CONTROL
 BX0322  ___________________________________________________________________
 BX0322* NAD 83(1992)-  31 53 44.52990(N)    092 15 26.47280(W)     ADJUSTED  
 BX0322* NAVD 88     -        49.76   (+/-2cm)     163.3    (feet)  VERTCON   
 BX0322  ___________________________________________________________________
 BX0322  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BX0322  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0322
 BX0322  HORZ ORDER  -  FIRST
 BX0322  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0322
 BX0322.The horizontal coordinates were established by classical geodetic methods
 BX0322.and adjusted by the National Geodetic Survey in January 1993..
 BX0322
 BX0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0322.The vertical order pertains to the NGVD 29 superseded value.
 BX0322
 BX0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0322
 BX0322.The geoid height was determined by GEOID03.
 BX0322
 BX0322;                    North         East     Units Scale Factor Converg.
 BX0322;SPC LA N     -   154,774.009 1,022,952.367   MT  0.99991481   +0 07 41.8
 BX0322;SPC LA N     -   507,787.73  3,356,136.22   sFT  0.99991481   +0 07 41.8
 BX0322;UTM  15      - 3,529,115.712   570,227.090   MT  0.99966082   +0 23 32.7
 BX0322
 BX0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0322!SPC LA N     -   0.99999620  x   0.99991481  =   0.99991101
 BX0322!UTM  15      -   0.99999620  x   0.99966082  =   0.99965702
 BX0322
 BX0322:                Primary Azimuth Mark                     Grid Az
 BX0322:SPC LA N     -  OLLA MUNICIPAL TANK                      056 41 02.2
 BX0322:UTM  15      -  OLLA MUNICIPAL TANK                      056 25 11.3
 BX0322
 BX0322|---------------------------------------------------------------------|
 BX0322| PID    Reference Object                     Distance      Geod. Az  |
 BX0322|                                                           dddmmss.s |
 BX0322| BX2556 OLLA MUNICIPAL TANK                 APPROX. 1.4 KM 0564844.0 |
 BX0322| BX0320 OLLA RM 1                            32.914 METERS 07912     |
 BX0322| BX2566 URANIA LUMBER CO WATER TANK         APPROX. 5.5 KM 2242739.4 |
 BX0322| BX0323 OLLA AZ MK                                         2453041.8 |
 BX0322| BX0321 OLLA RM 2                            32.850 METERS 32240     |
 BX0322| BX2564 OLLA LOOKOUT TOWER LADC             128.452 METERS 33116     |
 BX0322|---------------------------------------------------------------------|
 BX0322
 BX0322                          SUPERSEDED SURVEY CONTROL
 BX0322
 BX0322  NAD 83(1986)-  31 53 44.54477(N)    092 15 26.46472(W) AD(       ) 1
 BX0322  NAD 27      -  31 53 43.95180(N)    092 15 25.96077(W) AD(       ) 1
 BX0322  NGVD 29 (??/??/??)   49.777  (m)          163.31   (f) ADJUSTED    1 2
 BX0322
 BX0322.Superseded values are not recommended for survey control.
 BX0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0322.See file dsdata.txt to determine how the superseded data were derived.
 BX0322
 BX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR7022729116(NAD 83)
 BX0322_MARKER: DS = TRIANGULATION STATION DISK
 BX0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0322_STAMPING: OLLA 1941
 BX0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0322+STABILITY: SURFACE MOTION
 BX0322
 BX0322  HISTORY     - Date     Condition        Report By
 BX0322  HISTORY     - 1941     MONUMENTED       CGS
 BX0322  HISTORY     - 1965     GOOD             CGS
 BX0322  HISTORY     - 1965     GOOD             CGS
 BX0322
 BX0322                          STATION DESCRIPTION
 BX0322
 BX0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX0322'STATION IS ABOUT 1 MILE SW OF OLLA, IN SEC. 34, T. 11 N.,
 BX0322'R. 2 E., AND ABOUT 0.1 MILE S OF THE OLLA LOOKOUT TOWER.
 BX0322'IT IS 60 FEET N OF THE CENTER OF U.S. HIGHWAY 165, 31 FEET S
 BX0322'OF THE S RAIL OF A LOGGING RAILROAD, 42 FEET E OF THE CENTER
 BX0322'OF A DIRT ROAD AND 8 FEET E OF A WHITE REFERENCE POST.  IT IS
 BX0322'STAMPED OLLA 1941 AND PROJECTS ABOUT 8 INCHES.
 BX0322'
 BX0322'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BX0322'BRONZE DISKS SET IN CONCRETE.
 BX0322'
 BX0322'REFERENCE MARK NO. 1 IS 30 FEET N OF THE CENTER OF U.S. HIGHWAY
 BX0322'165.  IT IS STAMPED OLLA NO. 1 1941 AND PROJECTS ABOUT 4 INCHES.
 BX0322'
 BX0322'REFERENCE MARK NO. 2 IS 25 FEET W OF THE CENTER OF A DIRT
 BX0322'ROAD AND 14 FEET S OF A 12-INCH PINE TREE.  IT IS STAMPED
 BX0322'OLLA NO. 2 1941 AND PROJECTS ABOUT 8 INCHES.
 BX0322'
 BX0322'AZIMUTH MARK IS ABOUT 100 YARDS W OF A SERVICE STATION, 30
 BX0322'FEET N OF THE CENTER OF U.S. HIGHWAY 165, 45 FEET E OF A
 BX0322'POWERLINE TRANSFORMER POLE AND 5 FEET NE OF A WHITE REFERENCE
 BX0322'POST.  IT IS STAMPED OLLA 1941 AND PROJECTS ABOUT 8 INCHES.
 BX0322'
 BX0322'A 116-FOOT SIGNAL AT ODOM IS VISIBLE AT 64 FEET.
 BX0322'
 BX0322'A 116-FOOT SIGNAL AT TREMONT IS VISIBLE AT 64 FEET.
 BX0322'
 BX0322'A 116-FOOT SIGNAL AT OAKLAND IS VISIBLE AT 64 FEET.
 BX0322'
 BX0322'A 90-FOOT SIGNAL AT TAYLOR IS VISIBLE AT 50 FEET.
 BX0322'
 BX0322'A 126-FOOT SIGNAL AT CHICK IS VISIBLE AT 50 FEET.
 BX0322'
 BX0322'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BX0322
 BX0322                          STATION RECOVERY (1965)
 BX0322
 BX0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CND)
 BX0322'THE STATION MARK, STAMPED OLLA 1941, IS ABOUT 1.0 MILE SOUTHWEST
 BX0322'ALONG STATE HIGHWAY 125 FROM THE MISSOURI PACIFIC RAILROAD
 BX0322'STATION AT OLLA, IN SECTION 34, T 11 N, R 2 E, 62 FEET NORTHWEST
 BX0322'OF THE CENTER LINE OF THE HIGHWAY, 108 FEET SOUTHWEST OF
 BX0322'OLLA R.M. 1, 107 FEET SOUTHEAST OF OLLA R.M. 2, 36-1/2 FEET
 BX0322'NORTH OF POWER POLE NUMBER 7-15, 2.2 FEET NORTHWEST OF A
 BX0322'4 X 4-INCH WOODEN WITNESS POST, ABOUT 2-1/2 FEET ABOVE THE
 BX0322'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0322'PROJECTING 6 INCHES.
 BX0322'
 BX0322'R.M. 1, STAMPED OLLA NO 1 1941, IS 108 FEET NORTHEAST OF
 BX0322'THE STATION MARK, 38 FEET NORTHWEST OF THE CENTER LINE OF
 BX0322'THE HIGHWAY, 59 FEET SOUTHEAST OF THE CENTER LINE OF A LOGGING
 BX0322'ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 BX0322'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BX0322'
 BX0322'R.M. 2, STAMPED OLLA NO 2 1941, IS 107 FEET NORTHWEST OF
 BX0322'THE STATION MARK, 169 FEET NORTHWEST OF THE CENTER LINE OF
 BX0322'THE HIGHWAY, 137 FEET NORTHWEST OF POWER POLE NUMBER 7-15,
 BX0322'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX0322'
 BX0322'THE AZIMUTH MARK, STAMPED OLLA 1941, IS ABOUT 1.45 MILES
 BX0322'SOUTHWEST ALONG STATE HIGHWAY 125 FROM THE MISSOURI PACIFIC
 BX0322'RAILROAD STATION AT OLLA, OR ABOUT 3.2 MILES NORTHEAST ALONG
 BX0322'STATE HIGHWAY 125 FROM THE MISSOURI PACIFIC RAILROAD STATION
 BX0322'AT URANIA, IN SECTION 33, T 11 N, R 2 E, 33 FEET NORTHWEST
 BX0322'OF THE CENTER LINE OF THE HIGHWAY, 142 FEET SOUTHEAST OF
 BX0322'THE CENTER LINE OF THE SOUTHEAST SIDE OF THE TRIANGLE FORMED
 BX0322'BY THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 124, 42
 BX0322'FEET NORTHEAST OF A POWER POLE WHICH IS THE FIRST POLE
 BX0322'SOUTHWEST OF THE JUNCTION, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BX0322'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 BX0322'INCHES.
 BX0322
 BX0322                          STATION RECOVERY (1965)
 BX0322
 BX0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BX0322'1.0 MI SW FROM OLLA.
 BX0322'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX0322'PACIFIC RAILROAD STATION AT OLLA, IN SECTION 34, T 11 N, R 2 E, 62
 BX0322'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 108 FEET SOUTHWEST
 BX0322'OF OLLA RM 1, 107 FEET SOUTHEAST OF OLLA RM 2, 36 1/2 FEET NORTH OF
 BX0322'POWER POLE NUMBER 7-15, 2.2 FEET NORTHWEST OF A 4 X 4-INCH WOODEN
 BX0322'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 BX0322'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0323 ***********************************************************************
 BX0323  DESIGNATION -  OLLA AZ MK
 BX0323  PID         -  BX0323
 BX0323  STATE/COUNTY-  LA/LA SALLE
 BX0323  USGS QUAD   -  OLLA WEST (1984)
 BX0323
 BX0323                         *CURRENT SURVEY CONTROL
 BX0323  ___________________________________________________________________
 BX0323* NAD 83(1986)-  31 53 38.     (N)    092 15 49.     (W)     SCALED    
 BX0323* NAVD 88     -        46.41   (+/-2cm)     152.3    (feet)  VERTCON   
 BX0323  ___________________________________________________________________
 BX0323  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0323
 BX0323  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0323
 BX0323.The horizontal coordinates were scaled from a topographic map and have
 BX0323.an estimated accuracy of +/- 6 seconds.
 BX0323
 BX0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0323.The vertical order pertains to the NGVD 29 superseded value.
 BX0323
 BX0323.The geoid height was determined by GEOID03.
 BX0323
 BX0323;                    North         East    Units  Estimated Accuracy
 BX0323;SPC LA N     -   154,570.    1,022,360.      MT  (+/- 180 meters Scaled)
 BX0323
 BX0323                          SUPERSEDED SURVEY CONTROL
 BX0323
 BX0323  NGVD 29 (??/??/??)   46.423  (m)          152.31   (f) ADJUSTED    1 2
 BX0323
 BX0323.Superseded values are not recommended for survey control.
 BX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0323.See file dsdata.txt to determine how the superseded data were derived.
 BX0323
 BX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR696289(NAD 83)
 BX0323_MARKER: DZ = AZIMUTH MARK DISK
 BX0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0323_STAMPING: OLLA 1941
 BX0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0323+STABILITY: SURFACE MOTION
 BX0323
 BX0323  HISTORY     - Date     Condition        Report By
 BX0323  HISTORY     - 1941     MONUMENTED       CGS
 BX0323  HISTORY     - 1965     GOOD             CGS
 BX0323
 BX0323                          STATION DESCRIPTION
 BX0323
 BX0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0323'1.45 MI SW FROM OLLA.
 BX0323'ABOUT 1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX0323'PACIFIC RAILROAD STATION AT OLLA, OR ABOUT 3.2 MILES NORTHEAST ALONG
 BX0323'STATE HIGHWAY 125 FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 BX0323'URANIA, IN SECTION 33, T 11 N, R 2 E, 33 FEET NORTHWEST OF THE CENTER
 BX0323'LINE OF THE HIGHWAY, 142 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BX0323'SOUTHEAST SIDE OF THE TRIANGLE FORMED BY THE JUNCTION OF THE HIGHWAY
 BX0323'AND STATE HIGHWAY 124, 42 FEET NORTHEAST OF A POWER POLE WHICH IS THE
 BX0323'FIRST POLE SOUTHWEST OF THE JUNCTION, ABOUT 1 FOOT BELOW THE LEVEL OF
 BX0323'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 BX0323'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2564 ***********************************************************************
 BX2564  DESIGNATION -  OLLA LOOKOUT TOWER LADC
 BX2564  PID         -  BX2564
 BX2564  STATE/COUNTY-  LA/LA SALLE
 BX2564  USGS QUAD   -  OLLA WEST (1984)
 BX2564
 BX2564                         *CURRENT SURVEY CONTROL
 BX2564  ___________________________________________________________________
 BX2564* NAD 83(1992)-  31 53 48.18665(N)    092 15 28.82294(W)     ADJUSTED  
 BX2564* NAVD 88     -                                                        
 BX2564  ___________________________________________________________________
 BX2564  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BX2564  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX2564
 BX2564  HORZ ORDER  -  THIRD
 BX2564
 BX2564.The horizontal coordinates were established by classical geodetic methods
 BX2564.and adjusted by the National Geodetic Survey in January 1993..
 BX2564
 BX2564
 BX2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2564
 BX2564.The geoid height was determined by GEOID03.
 BX2564
 BX2564;                    North         East     Units Scale Factor Converg.
 BX2564;SPC LA N     -   154,886.494 1,022,890.364   MT  0.99991481   +0 07 40.6
 BX2564;SPC LA N     -   508,156.77  3,355,932.80   sFT  0.99991481   +0 07 40.6
 BX2564;UTM  15      - 3,529,227.881   570,164.585   MT  0.99966071   +0 23 31.5
 BX2564
 BX2564                          SUPERSEDED SURVEY CONTROL
 BX2564
 BX2564  NAD 83(1986)-  31 53 48.20131(N)    092 15 28.81475(W) AD(       ) 4
 BX2564  NAD 27      -  31 53 47.60243(N)    092 15 28.30704(W) AD(       ) 3
 BX2564
 BX2564.Superseded values are not recommended for survey control.
 BX2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2564.See file dsdata.txt to determine how the superseded data were derived.
 BX2564
 BX2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR7016529228(NAD 83)
 BX2564_MARKER: 57 = LOOKOUT TOWER
 BX2564
 BX2564  HISTORY     - Date     Condition        Report By
 BX2564  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2564
 BX2564                          STATION DESCRIPTION
 BX2564
 BX2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2564'STATION IS LOOKOUT TOWER OF THE LOUISIANA CONSERVATION DEPARTMENT
 BX2564'ABOUT 1 MILE SW OF OLLA, IN SEC. 34, T. 11 N., R. 2 E., ABOUT
 BX2564'0.1 MILE N OF U.S. HIGHWAY 165.  IT IS OF ALL STEEL CONSTRUCTION,
 BX2564'HAS AN ENCLOSED CABIN AT THE TOP AND IS ABOUT 90 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2556 ***********************************************************************
 BX2556  DESIGNATION -  OLLA MUNICIPAL TANK
 BX2556  PID         -  BX2556
 BX2556  STATE/COUNTY-  LA/LA SALLE
 BX2556  USGS QUAD   -  OLLA EAST (1984)
 BX2556
 BX2556                         *CURRENT SURVEY CONTROL
 BX2556  ___________________________________________________________________
 BX2556* NAD 83(1992)-  31 54 08.59492(N)    092 14 43.34003(W)     ADJUSTED  
 BX2556* NAVD 88     -                                                        
 BX2556  ___________________________________________________________________
 BX2556  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BX2556  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX2556
 BX2556  HORZ ORDER  -  THIRD
 BX2556
 BX2556.The horizontal coordinates were established by classical geodetic methods
 BX2556.and adjusted by the National Geodetic Survey in January 1993..
 BX2556
 BX2556
 BX2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2556
 BX2556.The geoid height was determined by GEOID03.
 BX2556
 BX2556;                    North         East     Units Scale Factor Converg.
 BX2556;SPC LA N     -   155,517.781 1,024,083.959   MT  0.99991478   +0 08 04.6
 BX2556;SPC LA N     -   510,227.92  3,359,848.79   sFT  0.99991478   +0 08 04.6
 BX2556;UTM  15      - 3,529,864.503   571,354.955   MT  0.99966279   +0 23 55.7
 BX2556
 BX2556                          SUPERSEDED SURVEY CONTROL
 BX2556
 BX2556  NAD 83(1986)-  31 54 08.60969(N)    092 14 43.33221(W) AD(       ) 4
 BX2556  NAD 27      -  31 54 08.01693(N)    092 14 42.83203(W) AD(       ) 3
 BX2556
 BX2556.Superseded values are not recommended for survey control.
 BX2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2556.See file dsdata.txt to determine how the superseded data were derived.
 BX2556
 BX2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR7135529865(NAD 83)
 BX2556_MARKER: 53 = ELEVATED TANK
 BX2556
 BX2556  HISTORY     - Date     Condition        Report By
 BX2556  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2556
 BX2556                          STATION DESCRIPTION
 BX2556
 BX2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2556'STATION IS IN THE SW PART OF THE TOWN OF OLLA, IN THE NE
 BX2556'1/4 OF SE 1/4 OF SEC. 27, T. 11, R. 2 E., ABOUT 45 PACES
 BX2556'W OF THE CENTER LINE OF U.S. HIGHWAY 165 AND 17 PACES W OF
 BX2556'THE NW CORNER OF THE TOWN HALL.
 BX2556'
 BX2556'THE TANK AND 4-LEG TRUSSWORK SUPPORTING TOWER ARE OF STEEL
 BX2556'CONSTRUCTION, THE TOWER PAINTED BLACK AND THE TANK ALUMINUM.
 BX2556'THE TANK HAS A KETTLE-SHAPED BOTTOM AND CONICAL TOP.  THE
 BX2556'ENTIRE STRUCTURE IS ABOUT 80 FEET HIGH AND WAS ERECTED IN
 BX2556'1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0320 ***********************************************************************
 BX0320  DESIGNATION -  OLLA RM 1
 BX0320  PID         -  BX0320
 BX0320  STATE/COUNTY-  LA/LA SALLE
 BX0320  USGS QUAD   -  OLLA WEST (1984)
 BX0320
 BX0320                         *CURRENT SURVEY CONTROL
 BX0320  ___________________________________________________________________
 BX0320* NAD 83(1986)-  31 53 45.     (N)    092 15 26.     (W)     SCALED    
 BX0320* NAVD 88     -        49.40   (+/-2cm)     162.1    (feet)  VERTCON   
 BX0320  ___________________________________________________________________
 BX0320  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0320
 BX0320  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0320
 BX0320.The horizontal coordinates were scaled from a topographic map and have
 BX0320.an estimated accuracy of +/- 6 seconds.
 BX0320
 BX0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0320.The vertical order pertains to the NGVD 29 superseded value.
 BX0320
 BX0320.The geoid height was determined by GEOID03.
 BX0320
 BX0320;                    North         East    Units  Estimated Accuracy
 BX0320;SPC LA N     -   154,790.    1,022,970.      MT  (+/- 180 meters Scaled)
 BX0320
 BX0320                          SUPERSEDED SURVEY CONTROL
 BX0320
 BX0320  NGVD 29 (??/??/??)   49.413  (m)          162.12   (f) ADJUSTED    1 2
 BX0320
 BX0320.Superseded values are not recommended for survey control.
 BX0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0320.See file dsdata.txt to determine how the superseded data were derived.
 BX0320
 BX0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR702291(NAD 83)
 BX0320_MARKER: DR = REFERENCE MARK DISK
 BX0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0320_STAMPING: OLLA NO 1 1941
 BX0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0320+STABILITY: SURFACE MOTION
 BX0320
 BX0320  HISTORY     - Date     Condition        Report By
 BX0320  HISTORY     - 1941     MONUMENTED       CGS
 BX0320  HISTORY     - 1965     GOOD             CGS
 BX0320
 BX0320                          STATION DESCRIPTION
 BX0320
 BX0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0320'1.0 MI SW FROM OLLA.
 BX0320'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX0320'PACIFIC RAILROAD STATION AT OLLA, IN SECTION 34, T 11 N, R 2 E, 38
 BX0320'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 108 FEET NORTHEAST
 BX0320'OF OLLA 1941 TRIANGULATION STATION, 59 FEET SOUTHEAST OF THE CENTER
 BX0320'LINE OF A LOGGING ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 BX0320'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0321 ***********************************************************************
 BX0321  DESIGNATION -  OLLA RM 2
 BX0321  PID         -  BX0321
 BX0321  STATE/COUNTY-  LA/LA SALLE
 BX0321  USGS QUAD   -  OLLA WEST (1984)
 BX0321
 BX0321                         *CURRENT SURVEY CONTROL
 BX0321  ___________________________________________________________________
 BX0321* NAD 83(1986)-  31 53 45.     (N)    092 15 26.     (W)     SCALED    
 BX0321* NAVD 88     -        49.87   (+/-2cm)     163.6    (feet)  VERTCON   
 BX0321  ___________________________________________________________________
 BX0321  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0321
 BX0321  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0321
 BX0321.The horizontal coordinates were scaled from a topographic map and have
 BX0321.an estimated accuracy of +/- 6 seconds.
 BX0321
 BX0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0321.The vertical order pertains to the NGVD 29 superseded value.
 BX0321
 BX0321.The geoid height was determined by GEOID03.
 BX0321
 BX0321;                    North         East    Units  Estimated Accuracy
 BX0321;SPC LA N     -   154,790.    1,022,970.      MT  (+/- 180 meters Scaled)
 BX0321
 BX0321                          SUPERSEDED SURVEY CONTROL
 BX0321
 BX0321  NGVD 29 (??/??/??)   49.883  (m)          163.66   (f) ADJUSTED    1 2
 BX0321
 BX0321.Superseded values are not recommended for survey control.
 BX0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0321.See file dsdata.txt to determine how the superseded data were derived.
 BX0321
 BX0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR702291(NAD 83)
 BX0321_MARKER: DR = REFERENCE MARK DISK
 BX0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0321_STAMPING: OLLA NO 2 1941
 BX0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0321+STABILITY: SURFACE MOTION
 BX0321
 BX0321  HISTORY     - Date     Condition        Report By
 BX0321  HISTORY     - 1941     MONUMENTED       CGS
 BX0321  HISTORY     - 1965     GOOD             CGS
 BX0321
 BX0321                          STATION DESCRIPTION
 BX0321
 BX0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0321'1.0 MI SW FROM OLLA.
 BX0321'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX0321'PACIFIC RAILROAD STATION AT OLLA, IN SECTION 34, T 11 N, R 2 E, 169
 BX0321'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 107 FEET NORTHWEST
 BX0321'OF OLLA 1941 TRIANGULATION STATION, 137 FEET NORTHWEST OF POWER POLE
 BX0321'NUMBER 7-15, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BX0321'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0626 ***********************************************************************
 AV0626  DESIGNATION -  OMAR
 AV0626  PID         -  AV0626
 AV0626  STATE/COUNTY-  LA/VERMILION
 AV0626  USGS QUAD   -  ABBEVILLE WEST (1994)
 AV0626
 AV0626                         *CURRENT SURVEY CONTROL
 AV0626  ___________________________________________________________________
 AV0626* NAD 83(1992)-  29 52 56.22114(N)    092 12 58.81360(W)     ADJUSTED  
 AV0626* NAVD 88     -         2.0  **(meters)       7.   **(feet)  VERTCON   
 AV0626  **This station is located in a subsidence area (see below).
 AV0626  ___________________________________________________________________
 AV0626  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AV0626  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AV0626
 AV0626  HORZ ORDER  -  SECOND
 AV0626
 AV0626.The horizontal coordinates were established by classical geodetic methods
 AV0626.and adjusted by the National Geodetic Survey in January 1993..
 AV0626
 AV0626 ** The orthometric height has not been validated since last determined
 AV0626 ** by differential leveling and should not be used for control purposes.
 AV0626 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0626 ** area with valid NAVD 88 orthometric heights.
 AV0626 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0626 ** epoch indicated which incorporates improved geoid heights for the
 AV0626 ** Southern Louisiana Subsidence area.
 AV0626 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0626
 AV0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0626
 AV0626.The geoid height was determined by GEOID03.
 AV0626
 AV0626;                    North         East     Units Scale Factor Converg.
 AV0626;SPC LA S     -   153,546.966   914,708.874   MT  0.99992787   -0 26 29.4
 AV0626;SPC LA S     -   503,762.00  3,001,007.36   sFT  0.99992787   -0 26 29.4
 AV0626;UTM  15      - 3,305,999.386   575,672.714   MT  0.99967065   +0 23 25.6
 AV0626
 AV0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0626!SPC LA S     -   1.00000386  x   0.99992787  =   0.99993173
 AV0626!UTM  15      -   1.00000386  x   0.99967065  =   0.99967451
 AV0626
 AV0626:                Primary Azimuth Mark                     Grid Az
 AV0626:SPC LA S     -  OMAR AZ MK                               090 18 53.9
 AV0626:UTM  15      -  OMAR AZ MK                               089 28 58.9
 AV0626
 AV0626|---------------------------------------------------------------------|
 AV0626| PID    Reference Object                     Distance      Geod. Az  |
 AV0626|                                                           dddmmss.s |
 AV0626| CW1098 OMAR AZ MK                                         0895224.5 |
 AV0626| CW1099 OMAR RM 1                             8.591 METERS 09534     |
 AV0626| AV0668 COW ISLAND MOBILE OIL MAST          APPROX. 5.8 KM 2731518.7 |
 AV0626| AV0627 OMAR LDH 1974 RM 2                   11.233 METERS 34141     |
 AV0626|---------------------------------------------------------------------|
 AV0626
 AV0626                          SUPERSEDED SURVEY CONTROL
 AV0626
 AV0626  NAD 83(1986)-  29 52 56.24071(N)    092 12 58.80716(W) AD(       ) 2
 AV0626  NAD 27      -  29 52 55.48992(N)    092 12 58.34469(W) AD(       ) 2
 AV0626  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 AV0626
 AV0626.Superseded values are not recommended for survey control.
 AV0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0626.See file dsdata.txt to determine how the superseded data were derived.
 AV0626
 AV0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7567305999(NAD 83)
 AV0626_MARKER: DD = SURVEY DISK
 AV0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0626
 AV0626  HISTORY     - Date     Condition        Report By
 AV0626  HISTORY     - 1974     MONUMENTED       LADH
 AV0626
 AV0626                          STATION DESCRIPTION
 AV0626
 AV0626'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AV0626'THE STATION IS LOCATED 8 MILES SOUTHWEST OF ABBEVILLE, 8 MILES
 AV0626'SOUTHEAST OF KAPLAN, AND 6 MILES NORTHEAST OF FORKED ISLAND, IN THE
 AV0626'NORTHWEST QUARTER OF SECTION 25, T13S, R2E, AND ON THE PROPERTY
 AV0626'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AV0626'
 AV0626'TO REACH THE STATION FROM THE COURTHOUSE IN ABBEVILLE AT THE JUNCTION
 AV0626'OF STATE HIGHWAYS 14 AND 82, GO SOUTH ALONG STATE HIGHWAY 82 FOR
 AV0626'1.3 MILES TO THE JUNCTION WITH STATE HIGHWAY 82 AND 330.  TURN
 AV0626'RIGHT ON STATE HIGHWAY 82 AND GO WEST AND SOUTH FOR 5.6 MILES TO
 AV0626'THE JUNCTION WITH STATE HIGHWAY 691.  TURN RIGHT ON STATE
 AV0626'HIGHWAY 691 AND GO WEST FOR 2.6 MILES TO A T-ROAD AND THE
 AV0626'STATION, WHICH IS SET WEST OF THE HIGHWAY NEAR A FENCE AND A FIELD
 AV0626'ROAD.
 AV0626'
 AV0626'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG STATE
 AV0626'HIGHWAY 691 FOR 0.8 MILE TO THE MARK SET TO THE NORTH OF THE HIGHWAY
 AV0626'NEAR A METAL GATE AND A CONCRETE SIDE DRAIN.
 AV0626'
 AV0626'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0626'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0626'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 AV0626'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0626'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AV0626'STAMPED OMAR 1974.  THE MARK IS 58 FEET WEST OF THE CENTER OF STATE
 AV0626'HIGHWAY 691, 38 FEET SOUTH-SOUTHEAST OF A POWER POLE, 17 FEET
 AV0626'EAST OF A 12-INCH LIVE OAK TREE, 4 FEET NORTH OF A FENCE, AND 1.5
 AV0626'FEET NORTH OF A METAL WITNESS AND SIGN.
 AV0626'
 AV0626'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0626'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0626'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0626'STAMPED OMAR RM 1 1974.  IT IS 57 FEET SOUTHEAST OF A POWER POLE,
 AV0626'45 FEET EAST OF A 12-INCH OAK TREE, 30 FEET WEST OF THE CENTER
 AV0626'OF STATE HIGHWAY 691, 15 FEET SOUTH-SOUTHWEST OF THE SOUTH END
 AV0626'OF A SIDE-DRAIN AND 1 FOOT NORTH OF A FENCE.
 AV0626'
 AV0626'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0626'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0626'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0626'STAMPED OMAR RM 2 1974.  IT IS 50 FEET WEST OF THE CENTER OF STATE
 AV0626'HIGHWAY 691, 39 FEET WEST-NORTHWEST OF THE NORTH END OF A
 AV0626'CONCRETE SIDE-DRAIN 37 FEET NORTH OF A 12-INCH OAK TREE, 3.5 FEET
 AV0626'EAST OF A POWER POLE, AND 2 FEET EAST OF A FENCE.
 AV0626'
 AV0626'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0626'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0626'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0626'STAMPED OMAR AZ. MK. 1974.  IT IS 38 FEET NORTH OF THE CENTER OF
 AV0626'STATE HIGHWAY 691, 20 FEET WEST OF THE CENTER OF A METAL FIELD GATE,
 AV0626'2.5 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A METAL WITNESS POST
 AV0626'AND SIGN.
 AV0626'
 AV0626'NEAREST TOWN--ABBEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2077 ***********************************************************************
 BJ2077  DESIGNATION -  OMICRON CAP
 BJ2077  PID         -  BJ2077
 BJ2077  STATE/COUNTY-  LA/ST MARTIN
 BJ2077  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2077
 BJ2077                         *CURRENT SURVEY CONTROL
 BJ2077  ___________________________________________________________________
 BJ2077* NAD 83(1986)-  30 04 28.     (N)    091 28 24.     (W)     SCALED    
 BJ2077* NAVD 88     -         2.58   (+/-2cm)       8.5    (feet)  VERTCON   
 BJ2077  ___________________________________________________________________
 BJ2077  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ2077
 BJ2077  VERT ORDER  -  ? (See Below)
 BJ2077
 BJ2077.The horizontal coordinates were scaled from a topographic map and have
 BJ2077.an estimated accuracy of +/- 6 seconds.
 BJ2077
 BJ2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2077.The vertical order pertains to the NGVD 29 superseded value.
 BJ2077
 BJ2077.The geoid height was determined by GEOID03.
 BJ2077
 BJ2077;                    North         East    Units  Estimated Accuracy
 BJ2077;SPC LA S     -   174,530.      986,500.      MT  (+/- 180 meters Scaled)
 BJ2077
 BJ2077                          SUPERSEDED SURVEY CONTROL
 BJ2077
 BJ2077  NGVD 29 (??/??/??)    2.612  (m)            8.57   (f) ADJUSTED    ?  
 BJ2077
 BJ2077.Superseded values are not recommended for survey control.
 BJ2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2077.See file dsdata.txt to determine how the superseded data were derived.
 BJ2077
 BJ2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP471280(NAD 83)
 BJ2077_MARKER: P = PIPE CAP
 BJ2077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2077_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2077
 BJ2077  HISTORY     - Date     Condition        Report By
 BJ2077  HISTORY     - UNK      MONUMENTED       DOD
 BJ2077  HISTORY     - 1936     GOOD             DOD
 BJ2077
 BJ2077                          STATION DESCRIPTION
 BJ2077
 BJ2077'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2077'5.7 MI SE FROM BAYOU CHENE.
 BJ2077'ABOUT 5.7 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2077'MARTIN PARISH, ON THE WEST BANK OF CHICOT PASS, ABOUT 3-1/4 MILES
 BJ2077'SOUTH OF THE MOUTH OF BIG BAYOU CHENE, ABOUT 1 MILE SOUTH OF THE LOWER
 BJ2077'END OF A LARGE ISLAND IN CHICOT PASS, ABOUT 3/4 MILE NORTH OF THE NICK
 BJ2077'BURNS RESIDENCE, IN SEC. 30, T. 11 S., R. 10 E., 1,111.8 FEET
 BJ2077'SOUTHEAST OF P.B.M. THETA (U.S.E.), DESCRIBED ABOVE, ABOUT 300 FEET
 BJ2077'WEST OF THE PASS, ABOUT 250 FEET ABOVE THE LOWER END OF A SMALL CHUTE
 BJ2077'BETWEEN A SAND BAR AND THE MAINLAND, ABOUT 100 FEET WEST OF THE CHUTE,
 BJ2077'ON A HIGH BANK FORMERLY THE WEST BANK OF CHICOT PASS, AND AT A POINT
 BJ2077'OF INTERSECTION OF BAYOU CHENE CONTROL TRAVERSE AND RANGE 16 OF
 BJ2077'ATCHAFALAYA BASIN CROSS SECTIONS.  AN IRON PIPE BEARING A CORPS OF
 BJ2077'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2719 ***********************************************************************
 AU2719  DESIGNATION -  ONE SHELL SQUARE
 AU2719  PID         -  AU2719
 AU2719  STATE/COUNTY-  LA/ORLEANS
 AU2719  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2719
 AU2719                         *CURRENT SURVEY CONTROL
 AU2719  ___________________________________________________________________
 AU2719* NAD 83(1992)-  29 57 01.01935(N)    090 04 14.50714(W)     ADJUSTED  
 AU2719* NAVD 88     -       213.5  **(meters)     700.   **(feet)  VERTCON   
 AU2719  **This station is located in a subsidence area (see below).
 AU2719  ___________________________________________________________________
 AU2719  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AU2719  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2719
 AU2719  HORZ ORDER  -  FIRST
 AU2719
 AU2719.The horizontal coordinates were established by classical geodetic methods
 AU2719.and adjusted by the National Geodetic Survey in January 1993..
 AU2719
 AU2719 ** The orthometric height has not been validated since last determined
 AU2719 ** by differential leveling and should not be used for control purposes.
 AU2719 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2719 ** area with valid NAVD 88 orthometric heights.
 AU2719 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2719 ** epoch indicated which incorporates improved geoid heights for the
 AU2719 ** Southern Louisiana Subsidence area.
 AU2719 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2719
 AU2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2719
 AU2719.The geoid height was determined by GEOID03.
 AU2719
 AU2719;                    North         East     Units Scale Factor Converg.
 AU2719;SPC LA S     -   161,427.084 1,121,876.349   MT  0.99992613   +0 37 52.8
 AU2719;SPC LA S     -   529,615.36  3,680,689.32   sFT  0.99992613   +0 37 52.8
 AU2719;UTM  15      - 3,316,886.581   782,727.487   MT  1.00058634   +1 27 48.3
 AU2719;UTM  16      - 3,317,243.815   203,619.257   MT  1.00068393   -1 32 03.0
 AU2719
 AU2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2719!SPC LA S     -   0.99997056  x   0.99992613  =   0.99989669
 AU2719!UTM  15      -   0.99997056  x   1.00058634  =   1.00055688
 AU2719!UTM  16      -   0.99997056  x   1.00068393  =   1.00065447
 AU2719
 AU2719:                Primary Azimuth Mark                     Grid Az
 AU2719:SPC LA S     -  NEW ORLEANS FLA AVE INCIN STK            017 20 27.4
 AU2719:UTM  15      -  NEW ORLEANS FLA AVE INCIN STK            016 30 31.9
 AU2719:UTM  16      -  NEW ORLEANS FLA AVE INCIN STK            019 30 23.2
 AU2719
 AU2719|---------------------------------------------------------------------|
 AU2719| PID    Reference Object                     Distance      Geod. Az  |
 AU2719|                                                           dddmmss.s |
 AU2719| AU2688 NEW ORLEANS FLA AVE INCIN STK       APPROX. 4.2 KM 0175820.2 |
 AU2719| AU2709 NEW ORLEANS RAD STA WBOK TOWER      APPROX. 4.9 KM 0293347.9 |
 AU2719| BJ4279 NEW ORLEANS EQUITABLE EQUIP TK      APPROX. 7.6 KM 0312957.0 |
 AU2719| BJ4276 NEW ORLEANS GORDON TRANSP MAST      APPROX. 6.7 KM 0322349.1 |
 AU2719| AU2702 INTRA                               APPROX. 7.1 KM 0432850.8 |
 AU2719| AU2699 NEW ORLEANS IN HBR E BK HI TR       APPROX. 6.8 KM 0500554.9 |
 AU2719| AU2705 NEW ORLEANS W BANK HIGHLINE TR      APPROX. 5.8 KM 0532124.1 |
 AU2719| AU2706 NEW ORLEANS LONE STAR TALL STK      APPROX. 5.2 KM 0543706.5 |
 AU2719| AU2701 NEW ORLEANS E BANK HIGHLINE TR      APPROX. 6.0 KM 0554352.8 |
 AU2719| AU2718 ONE SHELL SQUARE A POINT             20.710 METERS 06211     |
 AU2719| AU2700 ARABI WATER TANK                    APPROX. 6.6 KM 0811158.5 |
 AU2719| AU2693 ALGIERS USN WATER TANK              APPROX. 3.6 KM 0934611.8 |
 AU2719| AU2712 NEW ORLEANS TV STA WGNO TOWER       APPROX. 0.7 KM 1020227.3 |
 AU2719| AT1388 CHALMETTE CROSS N BANK HI TR        APPROX. 9.0 KM 1030700.1 |
 AU2719| AT1389 CHALMETTE CROSS S BANK HIGH TR      APPROX. 9.1 KM 1085052.5 |
 AU2719| AT1372 NEW ORLEANS ALGIERS WATER TANK      APPROX. 9.0 KM 1102005.4 |
 AU2719| AU2737 NEW ORLEANS PUBLIC SERV S STK       APPROX. 2.3 KM 1640022.2 |
 AU2719| AU2724 HARVEY WHITEMAN TOWING MAST         APPROX. 4.1 KM 1842156.3 |
 AU2719| DD7514 ONE SHELL SQ RM 1                    10.780 METERS 18613     |
 AU2719| AU2659 HARVEY BRER RABBIT TANK             APPROX. 5.3 KM 2053805.2 |
 AU2719| AU2778 HARAHAN CROSS S BANK HIGH TWR       APPROX.10.7 KM 2565741.3 |
 AU2719| AU2761 NINE MILE CROSSING W BK HI LN       APPROX. 7.1 KM 2670023.5 |
 AU2719| AU2765 NINE MILE CROSSING E BK HI LN       APPROX. 6.4 KM 2700947.4 |
 AU2719| DD7515 ONE SHELL SQ RM 2                     7.774 METERS 27311     |
 AU2719| AU2730 NEW ORLEANS BELL TEL MICROWAVE      APPROX. 2.7 KM 2790633.7 |
 AU2719| AU2667 NEW ORLEANS FALSTAFF BREW SIGN      APPROX. 2.2 KM 2990454.8 |
 AU2719| AU2723 ONE SHELL SQUARE RM 3                38.516 METERS 30501     |
 AU2719| AU2732 NEW ORLEANS TV STA WYES TOWER       APPROX. 5.4 KM 3221251.0 |
 AU2719| AU2731 NEW ORLEANS FIRE DEPT RAD MAST      APPROX. 5.1 KM 3225046.6 |
 AU2719|---------------------------------------------------------------------|
 AU2719
 AU2719                          SUPERSEDED SURVEY CONTROL
 AU2719
 AU2719  NAD 83(1986)-  29 57 01.03342(N)    090 04 14.50634(W) AD(       ) 1
 AU2719  NAD 27      -  29 57 00.29953(N)    090 04 14.24768(W) AD(       ) 1
 AU2719  NGVD 29 (07/19/86)  213.6    (m)          701.     (f) VERT ANG       
 AU2719
 AU2719.Superseded values are not recommended for survey control.
 AU2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2719.See file dsdata.txt to determine how the superseded data were derived.
 AU2719
 AU2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8272716887(NAD 83)
 AU2719_MARKER: DS = TRIANGULATION STATION DISK
 AU2719_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AU2719+WITH SETTING: PAVEMENT
 AU2719
 AU2719  HISTORY     - Date     Condition        Report By
 AU2719  HISTORY     - 1972     MONUMENTED       NGS
 AU2719
 AU2719                          STATION DESCRIPTION
 AU2719
 AU2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2719'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 AU2719'
 AU2719'NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.
 AU2719'
 AU2719'THE STATION IS LOCATED ON THE NORTHEAST CORNER OF THE ROOF OF THE
 AU2719'HIGHEST PART OF THE ONE SHELL SQUARE BUILDING IN DOWNTOWN NEW
 AU2719'ORLEANS.
 AU2719'
 AU2719'STATION MARK IS A STANDARD DISK STAMPED ONE SHELL SQUARE 1972, IS
 AU2719'CEMENTED IN A DRILL HOLE IN A 6 BY 6 FOOT CONCRETE SLAB THAT
 AU2719'PROJECTS 3 INCHES ABOVE THE ROOF TOP.  IT IS 19 FEET EAST-SOUTHEAST
 AU2719'OF THE ROOF DOOR AND 17 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 AU2719'ROOF.
 AU2719'
 AU2719'REFERENCE MARK 1, A PUNCH HOLE IN THE CENTER OF A 2-INCH IRON PIPE
 AU2719'THAT PROJECTS 2 FEET ABOVE THE ROOF TOP.  IT IS 6.4 FEET NORTHWEST
 AU2719'OF THE SOUTHEAST CORNER OF THE ROOF TOP AND 6.2 FEET NORTHWEST OF A
 AU2719'RED LIGHT.
 AU2719'
 AU2719'REFERENCE MARK 2, A PUNCH HOLE IN THE CENTER OF A 2-INCH IRON PIPE
 AU2719'THAT PROJECTS 2 FEET ABOVE THE ROOF TOP.  IT IS 15 FEET SOUTHWEST OF
 AU2719'THE ROOF DOOR AND 10 FEET NORTHEAST OF A DRAINAGE.
 AU2719'
 AU2719'REFERENCE MARK 3, A STANDARD DISK STAMPED ONE SHELL SQUARE RM 3 1972,
 AU2719'IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE MAIN PART
 AU2719'OF THE BUILDING.  IT IS 9 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 AU2719'THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2723 ***********************************************************************
 AU2723  DESIGNATION -  ONE SHELL SQUARE RM 3
 AU2723  PID         -  AU2723
 AU2723  STATE/COUNTY-  LA/ORLEANS
 AU2723  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2723
 AU2723                         *CURRENT SURVEY CONTROL
 AU2723  ___________________________________________________________________
 AU2723* NAD 83(1992)-  29 57 01.73700(N)    090 04 15.68357(W)     ADJUSTED  
 AU2723* NAVD 88     -       207.8  **(meters)     682.   **(feet)  VERTCON   
 AU2723  **This station is located in a subsidence area (see below).
 AU2723  ___________________________________________________________________
 AU2723  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AU2723  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2723
 AU2723  HORZ ORDER  -  SECOND
 AU2723
 AU2723.The horizontal coordinates were established by classical geodetic methods
 AU2723.and adjusted by the National Geodetic Survey in January 1993..
 AU2723
 AU2723 ** The orthometric height has not been validated since last determined
 AU2723 ** by differential leveling and should not be used for control purposes.
 AU2723 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2723 ** area with valid NAVD 88 orthometric heights.
 AU2723 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2723 ** epoch indicated which incorporates improved geoid heights for the
 AU2723 ** Southern Louisiana Subsidence area.
 AU2723 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2723
 AU2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2723
 AU2723.The geoid height was determined by GEOID03.
 AU2723
 AU2723;                    North         East     Units Scale Factor Converg.
 AU2723;SPC LA S     -   161,448.832 1,121,844.563   MT  0.99992613   +0 37 52.2
 AU2723;SPC LA S     -   529,686.71  3,680,585.04   sFT  0.99992613   +0 37 52.2
 AU2723;UTM  15      - 3,316,907.878   782,695.368   MT  1.00058612   +1 27 47.8
 AU2723;UTM  16      - 3,317,266.765   203,588.293   MT  1.00068415   -1 32 03.6
 AU2723
 AU2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2723!SPC LA S     -   0.99997145  x   0.99992613  =   0.99989758
 AU2723!UTM  15      -   0.99997145  x   1.00058612  =   1.00055755
 AU2723!UTM  16      -   0.99997145  x   1.00068415  =   1.00065558
 AU2723
 AU2723|---------------------------------------------------------------------|
 AU2723| PID    Reference Object                     Distance      Geod. Az  |
 AU2723|                                                           dddmmss.s |
 AU2723| AU2648 AMERICAN 1929 RM 1 1966             201.685 METERS 00546     |
 AU2723| AU2718 ONE SHELL SQUARE A POINT             51.389 METERS 10400     |
 AU2723| AU2720 ONE SHELL SQUARE B POINT             29.997 METERS 10401     |
 AU2723| AU2719 ONE SHELL SQUARE                     38.516 METERS 12501     |
 AU2723|---------------------------------------------------------------------|
 AU2723
 AU2723                          SUPERSEDED SURVEY CONTROL
 AU2723
 AU2723  NAD 83(1986)-  29 57 01.75140(N)    090 04 15.68328(W) AD(       ) 2
 AU2723  NAD 27      -  29 57 01.01718(N)    090 04 15.42401(W) AD(       ) 2
 AU2723  NGVD 29 (07/19/86)  207.9    (m)          682.     (f) VERT ANG       
 AU2723
 AU2723.Superseded values are not recommended for survey control.
 AU2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2723.See file dsdata.txt to determine how the superseded data were derived.
 AU2723
 AU2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8269516908(NAD 83)
 AU2723_MARKER: DR = REFERENCE MARK DISK
 AU2723_SETTING: 0 = UNSPECIFIED SETTING
 AU2723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2723
 AU2723  HISTORY     - Date     Condition        Report By
 AU2723  HISTORY     - 1972     MONUMENTED       NGS
 AU2723
 AU2723                          STATION DESCRIPTION
 AU2723
 AU2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2723'THE STATION IS LOCATED ATOP THE ONE SHELL SQUARE BUILDING IN DOWNTOWN
 AU2723'NEW ORLEANS.
 AU2723'
 AU2723'AN ELECTRONIC TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AU2723'ONE SHELL SQUARE, DISTANCE BEING 38.505 METERS OR (126.33 FEET)
 AU2723'NORTHWEST OF STATION ONE SHELL SQUARE.  THE MARK IS A STANDARD
 AU2723'REFERENCE MARK DISK STAMPED ONE SHELL SQUARE RM 3, 1972, CEMENTED
 AU2723'IN A DRILL HOLE IN THE ROOF OF THE MAIN PART OF THE BUILDING.  IT
 AU2723'IS 9 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0558 ***********************************************************************
 BX0558  DESIGNATION -  ONEAL BOLT
 BX0558  PID         -  BX0558
 BX0558  STATE/COUNTY-  LA/RAPIDES
 BX0558  USGS QUAD   -  HOLLOWAY (1994)
 BX0558
 BX0558                         *CURRENT SURVEY CONTROL
 BX0558  ___________________________________________________________________
 BX0558* NAD 83(1986)-  31 25 27.     (N)    092 09 54.     (W)     SCALED    
 BX0558* NAVD 88     -        20.46   (+/-2cm)      67.1    (feet)  VERTCON   
 BX0558  ___________________________________________________________________
 BX0558  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX0558
 BX0558  VERT ORDER  -  ? (See Below)
 BX0558
 BX0558.The horizontal coordinates were scaled from a topographic map and have
 BX0558.an estimated accuracy of +/- 6 seconds.
 BX0558
 BX0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0558.The vertical order pertains to the NGVD 29 superseded value.
 BX0558
 BX0558.The geoid height was determined by GEOID03.
 BX0558
 BX0558;                    North         East    Units  Estimated Accuracy
 BX0558;SPC LA N     -   102,520.    1,031,850.      MT  (+/- 180 meters Scaled)
 BX0558
 BX0558                          SUPERSEDED SURVEY CONTROL
 BX0558
 BX0558  NGVD 29 (??/??/??)   20.447  (m)           67.08   (f) ADJUSTED    ?  
 BX0558
 BX0558.Superseded values are not recommended for survey control.
 BX0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0558.See file dsdata.txt to determine how the superseded data were derived.
 BX0558
 BX0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ793769(NAD 83)
 BX0558_MARKER: B = BOLT
 BX0558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0558_STAMPING: BM ONEAL 69
 BX0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0558
 BX0558  HISTORY     - Date     Condition        Report By
 BX0558  HISTORY     - UNK      MONUMENTED       DOD
 BX0558  HISTORY     - 1966     GOOD             CGS
 BX0558
 BX0558                          STATION DESCRIPTION
 BX0558
 BX0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0558'12.2 MI NE FROM LIBUSE.
 BX0558'ABOUT 11.85 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0558'OFFICE AT LIBUSE, THENCE 0.35 MILE SOUTH ALONG STATE HIGHWAY 115, IN
 BX0558'SECTION 10, T 5 N, R 3 E, 160 FEET WEST OF THE CENTER LINE OF THE
 BX0558'HIGHWAY, 148 1/2 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE WITH A
 BX0558'CHIMNEY ON THE NORTH SIDE, 121 FEET NORTHWEST OF POWER POLE NUMBER 71
 BX0558'BEARING A TRANSFORMER, 55 1/2 FEET WEST OF A LONE CEDAR TREE, 5 FEET
 BX0558'SOUTH OF A FENCE, 116.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3 1/2
 BX0558'FEET ABOVE THE LEVEL OF THE HIGHWAY, A COPPER BOLT ACESS TO WHICH IS
 BX0558'THROUGH A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT ABOVE THE GROUND, AND
 BX0558'BEARS A USE STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0557 ***********************************************************************
 BX0557  DESIGNATION -  ONEAL CAP
 BX0557  PID         -  BX0557
 BX0557  STATE/COUNTY-  LA/RAPIDES
 BX0557  USGS QUAD   -  HOLLOWAY (1994)
 BX0557
 BX0557                         *CURRENT SURVEY CONTROL
 BX0557  ___________________________________________________________________
 BX0557* NAD 83(1986)-  31 25 27.     (N)    092 09 53.     (W)     SCALED    
 BX0557* NAVD 88     -        21.75   (+/-2cm)      71.4    (feet)  VERTCON   
 BX0557  ___________________________________________________________________
 BX0557  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX0557
 BX0557  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0557
 BX0557.The horizontal coordinates were scaled from a topographic map and have
 BX0557.an estimated accuracy of +/- 6 seconds.
 BX0557
 BX0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0557.The vertical order pertains to the NGVD 29 superseded value.
 BX0557
 BX0557.The geoid height was determined by GEOID03.
 BX0557
 BX0557;                    North         East    Units  Estimated Accuracy
 BX0557;SPC LA N     -   102,520.    1,031,880.      MT  (+/- 180 meters Scaled)
 BX0557
 BX0557                          SUPERSEDED SURVEY CONTROL
 BX0557
 BX0557  NGVD 29 (??/??/??)   21.730  (m)           71.29   (f) ADJUSTED    1 2
 BX0557
 BX0557.Superseded values are not recommended for survey control.
 BX0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0557.See file dsdata.txt to determine how the superseded data were derived.
 BX0557
 BX0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ793769(NAD 83)
 BX0557_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0557_STAMPING: BM ONEAL 69
 BX0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0557
 BX0557  HISTORY     - Date     Condition        Report By
 BX0557  HISTORY     - UNK      MONUMENTED       DOD
 BX0557  HISTORY     - 1966     GOOD             CGS
 BX0557
 BX0557                          STATION DESCRIPTION
 BX0557
 BX0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0557'12.2 MI NE FROM LIBUSE.
 BX0557'ABOUT 11.85 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0557'OFFICE AT LIBUSE, THENCE 0.35 MILE SOUTH ALONG STATE HIGHWAY 115, IN
 BX0557'SECTION 10, T 5 N, R 3 E, 160 FEET WEST OF THE CENTER LINE OF THE
 BX0557'HIGHWAY, 148 1/2 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE WITH A
 BX0557'CHIMNEY ON THE NORTH SIDE, 121 FEET NORTHWEST OF POWER POLE NUMBER 71
 BX0557'BEARING A TRANSFORMER, 55 1/2 FEET WEST OF A LONE CEDAR TREE, 5 FEET
 BX0557'SOUTH OF A FENCE, 116.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3 1/2
 BX0557'FEET ABOVE THE LEVEL OF THE HIGHWAY, A BRASS CAP ON THE TOP OF A
 BX0557'3-INCH IRON PIPE WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0109 ***********************************************************************
 BK0109  DESIGNATION -  OPELOUSAS
 BK0109  PID         -  BK0109
 BK0109  STATE/COUNTY-  LA/ST LANDRY
 BK0109  USGS QUAD   -  OPELOUSAS (1992)
 BK0109
 BK0109                         *CURRENT SURVEY CONTROL
 BK0109  ___________________________________________________________________
 BK0109* NAD 83(1992)-  30 32 00.00502(N)    092 05 01.36222(W)     ADJUSTED  
 BK0109* NAVD 88     -        20.969  (meters)      68.80   (feet)  ADJUSTED  
 BK0109  ___________________________________________________________________
 BK0109  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK0109  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0109  DYNAMIC HT  -          20.941 (meters)      68.70  (feet)  COMP
 BK0109  MODELED GRAV-     979,337.9   (mgal)                       NAVD 88
 BK0109
 BK0109  HORZ ORDER  -  FIRST
 BK0109  VERT ORDER  -  FIRST     CLASS II
 BK0109
 BK0109.The horizontal coordinates were established by classical geodetic methods
 BK0109.and adjusted by the National Geodetic Survey in January 1993..
 BK0109
 BK0109.The orthometric height was determined by differential leveling
 BK0109.and adjusted by the National Geodetic Survey in February 1994..
 BK0109
 BK0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0109
 BK0109.The geoid height was determined by GEOID03.
 BK0109
 BK0109.The dynamic height is computed by dividing the NAVD 88
 BK0109.geopotential number by the normal gravity value computed on the
 BK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0109.degrees latitude (g = 980.6199 gals.).
 BK0109
 BK0109.The modeled gravity was interpolated from observed gravity values.
 BK0109
 BK0109;                    North         East     Units Scale Factor Converg.
 BK0109;SPC LA S     -   225,622.504   927,991.817   MT  0.99996879   -0 22 30.7
 BK0109;SPC LA S     -   740,229.83  3,044,586.49   sFT  0.99996879   -0 22 30.7
 BK0109;UTM  15      - 3,378,242.662   587,899.334   MT  0.99969531   +0 27 55.9
 BK0109
 BK0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0109!SPC LA S     -   1.00000101  x   0.99996879  =   0.99996980
 BK0109!UTM  15      -   1.00000101  x   0.99969531  =   0.99969632
 BK0109
 BK0109:                Primary Azimuth Mark                     Grid Az
 BK0109:SPC LA S     -  WASHINGTON MUNICIPAL TANK                015 44 27.1
 BK0109:UTM  15      -  WASHINGTON MUNICIPAL TANK                014 54 00.5
 BK0109
 BK0109|---------------------------------------------------------------------|
 BK0109| PID    Reference Object                     Distance      Geod. Az  |
 BK0109|                                                           dddmmss.s |
 BK0109| BK2628 WASHINGTON MUNICIPAL TANK           APPROX. 9.3 KM 0152156.4 |
 BK0109| BK2634 ST LANDRY PARISH CTHSE CUP           61.431 METERS 05839     |
 BK0109| BK0108 OPELOUSAS RM 3                       29.377 METERS 06434     |
 BK0109| CW2163 OPELOUSAS RM 1                       33.290 METERS 07708     |
 BK0109| BK0107 OPELOUSAS AZ MK                                    1035004.9 |
 BK0109| BK2637 OPELOUSAS PRODUCT CO TANK           APPROX. 0.8 KM 3373602.9 |
 BK0109| BK0110 OPELOUSAS RM 2                       34.772 METERS 34510     |
 BK0109| BK2635 OPELOUSAS MUN TANK                   63.447 METERS 35429     |
 BK0109|---------------------------------------------------------------------|
 BK0109
 BK0109                          SUPERSEDED SURVEY CONTROL
 BK0109
 BK0109  NAD 83(1986)-  30 32 00.02499(N)    092 05 01.35672(W) AD(       ) 1
 BK0109  NAD 27      -  30 31 59.31976(N)    092 05 00.92668(W) AD(       ) 1
 BK0109  NGVD 29 (??/??/??)   20.948  (m)           68.73   (f) ADJUSTED    1 2
 BK0109
 BK0109.Superseded values are not recommended for survey control.
 BK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0109.See file dsdata.txt to determine how the superseded data were derived.
 BK0109
 BK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8789978243(NAD 83)
 BK0109_MARKER: DS = TRIANGULATION STATION DISK
 BK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0109_SP_SET: CONCRETE POST
 BK0109_STAMPING: OPELOUSAS 1935
 BK0109_MARK LOGO: CGS   
 BK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0109+STABILITY: SURFACE MOTION
 BK0109
 BK0109  HISTORY     - Date     Condition        Report By
 BK0109  HISTORY     - 1935     MONUMENTED       CGS
 BK0109  HISTORY     - 1960     GOOD             CGS
 BK0109  HISTORY     - 1972     GOOD             NGS
 BK0109  HISTORY     - 1973     GOOD             NGS
 BK0109  HISTORY     - 1973     GOOD             LADTD
 BK0109  HISTORY     - 1975     GOOD             NGS
 BK0109  HISTORY     - 1986     GOOD             NGS
 BK0109
 BK0109                          STATION DESCRIPTION
 BK0109
 BK0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK0109'ON THE GROUNDS OF THE ST. LANDRY PARISH COURTHOUSE IN THE
 BK0109'SW CORNER OF THE SQUARE, 114 FEET SSE OF THE SE CORNER OF THE
 BK0109'JAIL, 119 FEET E OF THE E CURB OF MARKET STREET, AND 40 FEET
 BK0109'N OF THE N CURB OF LANDRY STREET.
 BK0109'
 BK0109'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 BK0109'THE MARK IS SET FLUSH WITH
 BK0109'THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 1, A STANDARD
 BK0109'BRONZE DISK SET IN CONCRETE, SET
 BK0109'FLUSH WITH THE GROUND, IS ON THE W SIDE OF THE SIDEWALK
 BK0109'LEADING TO THE COURTHOUSE, 13 FEET S OF THE SE CORNER OF THE S
 BK0109'WING OF THE COURTHOUSE, 76 FEET N OF THE N CURB OF LANDRY
 BK0109'STREET, AND 109.22 FEET (33.29 METERS) FROM THE STATION
 BK0109'N 77 DEG 08 MIN E.
 BK0109'
 BK0109'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK0109'SET FLUSH WITH THE GROUND, IS NEAR
 BK0109'THE SE CORNER OF, AND 2 FEET S OF THE S WALL OF THE JAIL,
 BK0109'50 FEET N OF A 30-INCH OAK TREE, 75 FEET E OF THE E CURB
 BK0109'OF MARKET STREET, 160.53 FEET (48.93 METERS) FROM REFERENCE
 BK0109'MARK NO. 1, AND 114.01 FEET (34.75 METERS) FROM THE STATION
 BK0109'N 14 DEG 50 MIN W.
 BK0109'
 BK0109'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN THE SIDEWALK
 BK0109'AT THE SE CORNER OF UNION AND LANDRY STREETS, 1 FOOT E OF THE
 BK0109'E CURB OF UNION STREET, 2 FEET S OF THE S CURB OF LANDRY
 BK0109'STREET, 2 INCHES S OF A STREET LIGHT POST, IS ABOUT 0.15 MILE
 BK0109'FROM THE STATION S 76 DEG 10 MIN E.
 BK0109
 BK0109                          STATION RECOVERY (1960)
 BK0109
 BK0109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK0109'THE STATION WAS VISITED 2-5-60 AND THE STATION MARK AND THE
 BK0109'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 BK0109'IS OBSTRUCTED FROM THE STATION BY A STREET LIGHT POLE.  THE
 BK0109'COURTHOUSE HAS BEEN TORN DOWN AND A NEW ONE BUILT AT ABOUT THE
 BK0109'SAME LOCATION, REFERENCE MARK NO. 1 WAS DESTROYED DURING
 BK0109'THE CONSTRUCTION OF THE NEW COURTHOUSE.  REFERENCE MARK NO. 2
 BK0109'WAS FOUND CHIPPED ON ALL SIDES, THE MEASUREMENT TO THE STATION
 BK0109'FAILED TO CHECK BY .17 FOOT.  THE JAILHOUSE NEAR REFERENCE
 BK0109'MARK NO. 2 HAS BEEN TORN DOWN.  REFERENCE MARK NO. 3 WAS
 BK0109'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BK0109'
 BK0109'THE STATION IS LOCATED IN THE CENTER OF OPELOUSAS IN THE
 BK0109'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE AND IN THE NORTHEAST
 BK0109'ANGLE OF THE INTERSECTION OF ST. LANDRY AND MARKET STREETS.
 BK0109'IT IS 138 FEET EAST OF THE CENTER OF MARKET STREET, 32 FEET
 BK0109'NORTH OF THE NORTH CURB OF ST. LANDRY STREET (U.S. HIGHWAY
 BK0109'190 WEST), 65.2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 BK0109'OF THE COURTHOUSE, 30.5 FEET SOUTH OF THE SOUTHEAST EDGE OF
 BK0109'THE SIDEWALK LEADING FROM THE COURTHOUSE TO THE SOUTHWEST
 BK0109'CORNER OF THE SQUARE, 27 FEET WEST OF THE PROJECTED PLANE
 BK0109'OF THE WEST WALL OF THE COURTHOUSE, 65 FEET WEST OF THE WEST
 BK0109'EDGE OF THE SIDEWALK LEADING FROM THE SOUTH ENTRANCE OF THE
 BK0109'COURTHOUSE TO ST. LANDRY STREET, 26 FEET SOUTHWEST OF AN
 BK0109'18-INCH OAK TREE, 25 FEET NORTHEAST OF A 2-FOOT OAK TREE,
 BK0109'32 FEET NORTHWEST OF A 2-FOOT OAK TREE, AND 59.5 FEET
 BK0109'WEST OF A HISTORIC PLAQUE WEST OF THE SIDE WALK.  IT IS A
 BK0109'STANDARD DISK, STAMPED OPELOUSAS 1935, PROJECTING 6 INCHES.
 BK0109'
 BK0109'REFERENCE MARK NO. 2 IS 114.18 FEET NORTH-NORTHWEST OF THE
 BK0109'STATION, 67.5 FEET EAST OF THE EAST CURB OF MARKET STREET,
 BK0109'86 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE,
 BK0109'12 FEET WEST OF THE PROJECTED PLANE OF A SMALL RED BRICK
 BK0109'BUILDING, 35.5 FEET NORTH OF THE NORTHWEST CORNER OF THE SAM
 BK0109'BUILDING, 73 FEET WEST OF THE WEST WALL OF THE COURTHOUSE,
 BK0109'3 FEET NORTH OF THE NORTH EDGE OF THE SIDE WALK LEADING WEST
 BK0109'TO MARKET STREET, AND 28 FEET NORTHWEST OF A 3-FOOT OAK TREE.
 BK0109'IT IS A STANDARD DISK, STAMPED OPELOUSAS NO 2 1935,
 BK0109'PROJECTING 6 INCHES.
 BK0109'
 BK0109'REFERENCE MARK NO. 3 IS 96.39 FEET NORTHEAST OF THE STATION,
 BK0109'6 FEET SOUTH OF THE CENTER OF THE DOOR ON THE SOUTH ENTRANCE
 BK0109'OF THE BUILDING.  IT IS A STANDARD DISK, STAMPED OPELOUSAS
 BK0109'NO 3 1935, SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 BK0109'BOTTOM STEP OF THE ST. LANDRY STREET ENTRANCE TO THE COURTHOUSE.
 BK0109'
 BK0109'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION IN THE
 BK0109'SOUTHEAST ANGLE OF THE INTERSECTION OF ST. LANDRY AND UNION
 BK0109'STREETS, AT THE NORTHWEST CORNER OF A LOT OCCUPIED, BY A
 BK0109'TEXICO SERVICE STATION.  IT IS 1 FOOT SOUTH OF A MAN HOLE
 BK0109'COVER FOR A STORM DRAIN AND 1 FOOT EAST OF ANOTHER STORM
 BK0109'DRAIN.  IT IS A STANDARD DISK, STAMPED OPELOUSAS AZI 1935,
 BK0109'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 BK0109'THE SURFACE OF THE STREET.
 BK0109
 BK0109                          STATION RECOVERY (1972)
 BK0109
 BK0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BK0109'THE STATION WAS VISITED 1-24-72 AND THE STATION MARK, AZIMUTH
 BK0109'MARK AND REFERENCE MARK NO. 3 WERE FOUND IN GOOD CONDITION.
 BK0109'REFERENCE MARK NO. 2 WAS FOUND FLUSH WITH THE NEW CONCRETE
 BK0109'DRIVEWAY FORM THE WEST SIDE OF THE COURT YARD SQUARE.  THE
 BK0109'MARK HAD PREVIOUSLY PROJECTED 6 INCHES.  THE MARK NO DOUBT WAS
 BK0109'LOWERED IN WHAT WAS THOUGHT TO BE ITS ORIGINAL POSITION
 BK0109'HOWEVER THE DISTANCE FROM R.M. NO. 2 TO THE STATION FAILED
 BK0109'TO CHECK BY 0.1 FOOT AND THE ANGLE BETWEEN THE REFERENCE
 BK0109'MARKS FAILED TO CHECKBY THREE AND ONE MINUTES.  THE NEW
 BK0109'DISTANCE AND ANGLE IS RECORDED IN THE BOX SCORE.
 BK0109'
 BK0109'THE 1960 DESCRIPTION FOR THE MARKS IS ADEQUATE.
 BK0109'
 BK0109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OPELOUSAS
 BK0109
 BK0109                          STATION RECOVERY (1973)
 BK0109
 BK0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AGQ)
 BK0109'THIS STATION IS IN SECTION NO. 72, T - 6 S, R - 4 E.
 BK0109'
 BK0109'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.15 MILES
 BK0109'WEST ALONG U.S. HIGHWAY 190 ON WESTBOUND LANE.  138 FEET EAST
 BK0109'OF THE CENTERLINE OF MARKET STREET.  32 FEET NORTH OF THE NORTH
 BK0109'CURB OF U.S. HIGHWAY 190 WESTBOUND LANE.  65 FEET SOUTH-SOUTHWEST
 BK0109'OF THE SOUTHWEST CORNER OF THE COURTHOUSE.  REFERENCE MARKER
 BK0109'NO. 3 IS 96 FEET NORTHEAST.  DISK IN THE TOP OF A CONCRETE
 BK0109'POST PROJECTING 6 INCHES ABOVE THE GROUND.
 BK0109'
 BK0109'THE STATION WAS VISITED MAY 29, 1973 AND THE REFERENCE MARKERS
 BK0109'NO. 2 AND NO. 3 WERE FOUND IN GOOD CONDITION.
 BK0109'
 BK0109'A NEW DESCRIPTION FOLLOWS--
 BK0109'
 BK0109'THE STATION IS LOCATED IN THE CENTER OF OPELOUSAS IN THE
 BK0109'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE AND IN THE NORTHEAST
 BK0109'QUADRANT OF THE INTERSECTION OF LANDRY AND MARKET STREET.
 BK0109'IT IS 138 FEET EAST OF THE CENTERLINE OF MARKET STREET.
 BK0109'32 FEET NORTH OF THE NORTH CURB OF LANDRY STREET OR (U.S.
 BK0109'HIGHWAY 190 WESTBOUND LANE).  65.2 FEET SOUTH-SOUTHWEST OF
 BK0109'THE SOUTHWEST CORNER OF THE COURTHOUSE.
 BK0109'
 BK0109'REFERENCE MARK NO. 2 IS 114.18 FEET NORTH-NORTHWEST OF THE
 BK0109'STATION.  67.5 FEET EAST OF THE EAST CURB OF MARKET STREET.
 BK0109'86 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE.
 BK0109'29 FEET NORTHWEST OF A 30 INCH OAK TREE.  IT IS A STANDARD
 BK0109'DISK STAMPED OPELOUSAS NO. 2 (1935).
 BK0109'
 BK0109'REFERENCE MARK NO. 3 IS 96 FEET NORTHEAST OF THE TRIANGULATION
 BK0109'STATION.  6 FEET SOUTH OF THE CENTER OF THE DOOR ON THE SOUTH
 BK0109'ENTRANCE OF THE COURTHOUSE.  THIS MARKER IS SET IN A DRILLED
 BK0109'HOLE IN THE SOUTHEAST CORNER OF THE BOTTOM STEP OF THE LANDRY
 BK0109'STREET ENTRANCE TO THE COURTHOUSE.
 BK0109'
 BK0109'THE AZIMUTH MARK IS ABOUT 0.15 MILES EAST OF THE STATION
 BK0109'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF LANDRY STREET
 BK0109'OR U.S. HIGHWAY 190 WESTBOUND LANE AND UNION STREET.  277
 BK0109'FEET NORTH OF THE POST OFFICE BUILDING WEST DOOR.  257 FEET
 BK0109'NORTH OF 49 V 72.  19 FEET EAST OF THE CENTERLINE OF UNION
 BK0109'STREET.  31 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190
 BK0109'WEST BOUND LANE.  IT IS A STANDARD DISK STAMPED OPELOUSAS
 BK0109'AZIMUTH 1935 SET IN CONCRETE POST FLUSH WITH THE SURFACE
 BK0109'OF THE STREET.
 BK0109'
 BK0109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--OPELOUSAS.
 BK0109
 BK0109                          STATION RECOVERY (1973)
 BK0109
 BK0109'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BK0109'IN OPELOUSAS.
 BK0109'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.15 MILES WEST ALONG
 BK0109'US 190 WESTBOUND LANE.  138 FEET EAST OF THE CENTERLINE OF MARKET
 BK0109'STREET.  32 FEET NORTH OF THE NORTH CURB OF US HIGHWAY 190 WESTBOUND
 BK0109'LANE.  65 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BK0109'COURTHOUSE.  REFERENCE MARKER NO. 3 IS 96 FEET NORTHEAST.  DISK IN THE
 BK0109'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND. SECTION
 BK0109'72, T 6 S, R 4 E.
 BK0109
 BK0109                          STATION RECOVERY (1975)
 BK0109
 BK0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AGQ)
 BK0109'THIS STATION IS IN SECTION NO. 72, T- 6 S, R - 4 E.
 BK0109'
 BK0109'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.15 MILES
 BK0109'WEST ALONG U.S. HIGHWAY 190 ON WEST BOUND LANE.  138 FEET
 BK0109'EAST OF THE CENTERLINE OF MARKET STREET.  32 FEET NORTH OF
 BK0109'THE NORTH CURB OF U.S. HIGHWAY 190 WEST BOUND LANE.  65 FEET
 BK0109'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURT HOUSE.
 BK0109'REFERENCE MARKER NO. 3 IS 96 FEET NORTHEAST.  DISK IN THE TOP
 BK0109'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 BK0109'
 BK0109'THE STATION WAS VISITED FEBRUARY 20, 1975 AND THE REFERENCE
 BK0109'MARKERS NO. 2 AND NO. 3 WERE FOUND IN GOOD CONDITION.
 BK0109'
 BK0109'A NEW DESCRIPTION FOLLOWS--
 BK0109'
 BK0109'THE STATION IS LOCATED IN THE CENTER OF OPELOUSAS IN THE
 BK0109'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE AND IN THE NORTHEAST
 BK0109'QUADRANT OF THE INTERSECTION OF LANDRY AND MARKET STREET.
 BK0109'IT IS 138 FEET EAST OF THE CENTERLINE OF MARKET STREET.  32
 BK0109'FEET NORTH OF THE NORTH CURB OF LANDRY STREET OR (U.S. HIGHWAY
 BK0109'190 WESTBOUND LANE).  65.2 FEET SOUTH-SOUTHWEST OF THE
 BK0109'SOUTHWESTCORNER OF THE COURTHOUSE.
 BK0109'
 BK0109'REFERENCE MARK NO. 2 IS 114.18 FEET NORTH-NORTHWEST OF THE
 BK0109'STATION.  67.5 FEET EAST OF THE EAST CURB OF MARKET STREET.
 BK0109'86 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE.
 BK0109'29 FEET NORTHWEST OF A 30 INCH OAK TREE.  IT IS A STANDARD
 BK0109'DISK STAMPED OPELOUSAS NO. 2 1935.
 BK0109'
 BK0109'REFERENCE MARK NO. 3 IS 96 FEET NORTHEAST OF THE TRIANGULATION
 BK0109'STATION.  6 FEET SOUTH OF THE CENTER OF THE DOOR ON THE SOUTH
 BK0109'ENTRANCE OF THE COURTHOUSE.  THIS MARKER IS SET IN A DRILLED
 BK0109'HOLE IN THE SOUTHEAST CORNER OF THE BOTTOM STEP OF THE LANDRY
 BK0109'STREET ENTRANCE TO THE COURTHOUSE.
 BK0109'
 BK0109'THE AZIMUTH MARK IS ABOUT 0.15 MILES EAST OF THE STATION
 BK0109'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF LANDRY
 BK0109'STREET OR U.S. HIGHWAY 190 WESTBOUND LANE AND UNION STREET.
 BK0109'277 FEET NORTH OF THE POST OFFICE BUILDING WEST DOOR.  257
 BK0109'FEET NORTH OF 49 V 72.  19 FEET EAST OF THE CENTERLINE OF
 BK0109'UNION STREET.  31 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 BK0109'190 WEST BOUND LANE.  IT IS A STANDARD DISK STAMPED OPELOUSAS
 BK0109'AZIMUTH 1935 SET IN CONCRETE POST FLUSH WITH THE SURFACE
 BK0109'OF THE STREET.
 BK0109'
 BK0109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--OPELOUSAS
 BK0109
 BK0109                          STATION RECOVERY (1986)
 BK0109
 BK0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2633 ***********************************************************************
 BK2633  DESIGNATION -  OPELOUSAS AM COMP TANK
 BK2633  PID         -  BK2633
 BK2633  STATE/COUNTY-  LA/ST LANDRY
 BK2633  USGS QUAD   -  OPELOUSAS (1992)
 BK2633
 BK2633                         *CURRENT SURVEY CONTROL
 BK2633  ___________________________________________________________________
 BK2633* NAD 83(1992)-  30 34 05.22716(N)    092 04 51.97016(W)     ADJUSTED  
 BK2633* NAVD 88     -                                                        
 BK2633  ___________________________________________________________________
 BK2633  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2633  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2633
 BK2633  HORZ ORDER  -  THIRD
 BK2633
 BK2633.The horizontal coordinates were established by classical geodetic methods
 BK2633.and adjusted by the National Geodetic Survey in January 1993..
 BK2633
 BK2633
 BK2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2633
 BK2633.The geoid height was determined by GEOID03.
 BK2633
 BK2633;                    North         East     Units Scale Factor Converg.
 BK2633;SPC LA S     -   229,476.884   928,267.334   MT  0.99997461   -0 22 26.0
 BK2633;SPC LA S     -   752,875.41  3,045,490.41   sFT  0.99997461   -0 22 26.0
 BK2633;UTM  15      - 3,382,099.606   588,118.189   MT  0.99969579   +0 28 02.4
 BK2633
 BK2633                          SUPERSEDED SURVEY CONTROL
 BK2633
 BK2633  NAD 83(1986)-  30 34 05.24710(N)    092 04 51.96472(W) AD(       ) 4
 BK2633  NAD 27      -  30 34 04.54416(N)    092 04 51.53525(W) AD(       ) 3
 BK2633
 BK2633.Superseded values are not recommended for survey control.
 BK2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2633.See file dsdata.txt to determine how the superseded data were derived.
 BK2633
 BK2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8811882100(NAD 83)
 BK2633_MARKER: 53 = ELEVATED TANK
 BK2633
 BK2633  HISTORY     - Date     Condition        Report By
 BK2633  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2633
 BK2633                          STATION DESCRIPTION
 BK2633
 BK2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2633'THE STATION IS THE VENT PIPE AT THE APEX OF THE TANK.  THE TANK IS
 BK2633'OWNED BY THE AMERICAN COMPRESS AND WAREHOUSE COMPANY.  IT IS
 BK2633'SUPPORTED BY FOUR STEEL LEGS AND IS PAINTED SILVER IN COLOR WITH AN
 BK2633'OVERALL HEIGHT OF 150 FEET.
 BK2633'
 BK2633'IT IS LOCATED ON THE GROUNDS OF THE AMERICAN COMPRESS AND WAREHOUSE
 BK2633'COMPANY ABOUT 3 MILES NORTH OF OPELOUSAS AND 1/2 MILE WEST OF U. S.
 BK2633'HIGHWAY 167.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0107 ***********************************************************************
 BK0107  DESIGNATION -  OPELOUSAS AZ MK
 BK0107  PID         -  BK0107
 BK0107  STATE/COUNTY-  LA/ST LANDRY
 BK0107  USGS QUAD   -  OPELOUSAS (1992)
 BK0107
 BK0107                         *CURRENT SURVEY CONTROL
 BK0107  ___________________________________________________________________
 BK0107* NAD 83(1986)-  30 31 57.     (N)    092 04 50.     (W)     SCALED    
 BK0107* NAVD 88     -        19.55   (+/-2cm)      64.1    (feet)  VERTCON   
 BK0107  ___________________________________________________________________
 BK0107  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0107
 BK0107  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0107
 BK0107.The horizontal coordinates were scaled from a topographic map and have
 BK0107.an estimated accuracy of +/- 6 seconds.
 BK0107
 BK0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0107.The vertical order pertains to the NGVD 29 superseded value.
 BK0107
 BK0107.The geoid height was determined by GEOID03.
 BK0107
 BK0107;                    North         East    Units  Estimated Accuracy
 BK0107;SPC LA S     -   225,530.      928,290.      MT  (+/- 180 meters Scaled)
 BK0107
 BK0107                          SUPERSEDED SURVEY CONTROL
 BK0107
 BK0107  NGVD 29 (??/??/??)   19.508  (m)           64.00   (f) ADJUSTED    2 1
 BK0107
 BK0107.Superseded values are not recommended for survey control.
 BK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0107.See file dsdata.txt to determine how the superseded data were derived.
 BK0107
 BK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP882781(NAD 83)
 BK0107_MARKER: DZ = AZIMUTH MARK DISK
 BK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0107_STAMPING: OPELOUSAS AZIMUTH 1935
 BK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0107+STABILITY: SURFACE MOTION
 BK0107
 BK0107  HISTORY     - Date     Condition        Report By
 BK0107  HISTORY     - 1935     MONUMENTED       CGS
 BK0107  HISTORY     - 1975     GOOD             LADTD
 BK0107
 BK0107                          STATION DESCRIPTION
 BK0107
 BK0107'DESCRIBED BY LA TRANSP AND DEV 1975
 BK0107'IN OPELOUSAS.
 BK0107'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 277 FEET NORTH OF THE
 BK0107'POST OFFICE DOOR ON THE WEST SIDE AT THE INTERSECTION OF U. S. HIGHWAY
 BK0107'190 WEST BOUND LANE AND UNION STREET.  THE AZIMUTH MARKER IS ABOUT
 BK0107'0.15 MILES EAST OF THE OPELOUSAS TRIANGULATION STATION WHICH IS
 BK0107'LOCATED ON THE SOUTH SIDE OF THE COURTHOUSE.  257 FEET NORTH OF 49 V
 BK0107'72.  19.0 FEET EAST OF THE CENTERLINE OF UNION STREET.  31.0 FEET
 BK0107'SOUTH OF THE CENTERLINE OF LANDRY STREET OR US. HIGHWAY 190 WEST BOUND
 BK0107'LANE.  DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK0107'SECTION 75, T 6 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2694 ***********************************************************************
 BK2694  DESIGNATION -  OPELOUSAS HUMBLE KKA 399 MAST
 BK2694  PID         -  BK2694
 BK2694  STATE/COUNTY-  LA/ST LANDRY
 BK2694  USGS QUAD   -  SUNSET (1983)
 BK2694
 BK2694                         *CURRENT SURVEY CONTROL
 BK2694  ___________________________________________________________________
 BK2694* NAD 83(1992)-  30 29 41.21867(N)    092 06 35.74124(W)     ADJUSTED  
 BK2694* NAVD 88     -                                                        
 BK2694  ___________________________________________________________________
 BK2694  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK2694  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK2694
 BK2694  HORZ ORDER  -  THIRD
 BK2694
 BK2694.The horizontal coordinates were established by classical geodetic methods
 BK2694.and adjusted by the National Geodetic Survey in January 1993..
 BK2694
 BK2694
 BK2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2694
 BK2694.The geoid height was determined by GEOID03.
 BK2694
 BK2694;                    North         East     Units Scale Factor Converg.
 BK2694;SPC LA S     -   221,365.618   925,447.101   MT  0.99996278   -0 23 17.9
 BK2694;SPC LA S     -   726,263.70  3,036,237.70   sFT  0.99996278   -0 23 17.9
 BK2694;UTM  15      - 3,373,950.084   585,418.004   MT  0.99969001   +0 27 06.1
 BK2694
 BK2694                          SUPERSEDED SURVEY CONTROL
 BK2694
 BK2694  NAD 83(1986)-  30 29 41.23870(N)    092 06 35.73576(W) AD(       ) 4
 BK2694  NAD 27      -  30 29 40.52971(N)    092 06 35.29860(W) AD(       ) 3
 BK2694
 BK2694.Superseded values are not recommended for survey control.
 BK2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2694.See file dsdata.txt to determine how the superseded data were derived.
 BK2694
 BK2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8541873950(NAD 83)
 BK2694_MARKER: 42 = RADIO/TV MAST
 BK2694
 BK2694  HISTORY     - Date     Condition        Report By
 BK2694  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2694
 BK2694                          STATION DESCRIPTION
 BK2694
 BK2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2694'HUMBLE KKA 399 MAST IS OWNED AND OPERATED BY THE HUMBLE GAS
 BK2694'TRANSMISSION COMPANY.  IT IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF
 BK2694'OPELOUSAS.
 BK2694'
 BK2694'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSS SECTION, PAINTED
 BK2694'ALTERNATELY RED AND WHITE AND IS 200 FEET HIGH.  POINT INTERSECTED
 BK2694'WAS THE TOP-CENTER.
 BK2694'
 BK2694'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 190 AND STATE HIGHWAY 357
 BK2694'IN OPELOUSAS GO SOUTHERLY ON HIGHWAY 357 FOR 3.0 MILES TO THE MAST
 BK2694'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2632 ***********************************************************************
 BK2632  DESIGNATION -  OPELOUSAS IMM CON CH SPIRE
 BK2632  PID         -  BK2632
 BK2632  STATE/COUNTY-  LA/ST LANDRY
 BK2632  USGS QUAD   -  OPELOUSAS (1992)
 BK2632
 BK2632                         *CURRENT SURVEY CONTROL
 BK2632  ___________________________________________________________________
 BK2632* NAD 83(1992)-  30 32 36.37615(N)    092 04 46.42320(W)     ADJUSTED  
 BK2632* NAVD 88     -                                                        
 BK2632  ___________________________________________________________________
 BK2632  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BK2632  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2632
 BK2632  HORZ ORDER  -  THIRD
 BK2632
 BK2632.The horizontal coordinates were established by classical geodetic methods
 BK2632.and adjusted by the National Geodetic Survey in January 1993..
 BK2632
 BK2632
 BK2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2632
 BK2632.The geoid height was determined by GEOID03.
 BK2632
 BK2632;                    North         East     Units Scale Factor Converg.
 BK2632;SPC LA S     -   226,739.890   928,397.324   MT  0.99997044   -0 22 23.2
 BK2632;SPC LA S     -   743,895.79  3,045,916.89   sFT  0.99997044   -0 22 23.2
 BK2632;UTM  15      - 3,379,365.571   588,288.293   MT  0.99969616   +0 28 04.0
 BK2632
 BK2632                          SUPERSEDED SURVEY CONTROL
 BK2632
 BK2632  NAD 83(1986)-  30 32 36.39611(N)    092 04 46.41776(W) AD(       ) 4
 BK2632  NAD 27      -  30 32 35.69134(N)    092 04 45.98772(W) AD(       ) 3
 BK2632
 BK2632.Superseded values are not recommended for survey control.
 BK2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2632.See file dsdata.txt to determine how the superseded data were derived.
 BK2632
 BK2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8828879366(NAD 83)
 BK2632_MARKER: 90 = CHURCH SPIRE
 BK2632
 BK2632  HISTORY     - Date     Condition        Report By
 BK2632  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2632
 BK2632                          STATION DESCRIPTION
 BK2632
 BK2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2632'THE STATION IS THE CROSS AT THE APEX OF THE SPIRE.  THE SPIRE IS
 BK2632'ATOP THE IMMACULATE CONCEPTION CATHOLIC CHURCH WHICH IS LOCATED AT
 BK2632'THE INTERSECTION OF MAIN STREET AND CHURCH STREET IN OPELOUSAS.
 BK2632'
 BK2632'THE CHURCH IS A RED BRICK STRUCTURE WITH A BLACK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2635 ***********************************************************************
 BK2635  DESIGNATION -  OPELOUSAS MUN TANK
 BK2635  PID         -  BK2635
 BK2635  STATE/COUNTY-  LA/ST LANDRY
 BK2635  USGS QUAD   -  OPELOUSAS (1992)
 BK2635
 BK2635                         *CURRENT SURVEY CONTROL
 BK2635  ___________________________________________________________________
 BK2635* NAD 83(1992)-  30 32 02.05578(N)    092 05 01.59098(W)     ADJUSTED  
 BK2635* NAVD 88     -                                                        
 BK2635  ___________________________________________________________________
 BK2635  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK2635  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2635
 BK2635  HORZ ORDER  -  THIRD
 BK2635
 BK2635.The horizontal coordinates were established by classical geodetic methods
 BK2635.and adjusted by the National Geodetic Survey in January 1993..
 BK2635
 BK2635
 BK2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2635
 BK2635.The geoid height was determined by GEOID03.
 BK2635
 BK2635;                    North         East     Units Scale Factor Converg.
 BK2635;SPC LA S     -   225,685.693   927,986.133   MT  0.99996888   -0 22 30.8
 BK2635;SPC LA S     -   740,437.14  3,044,567.84   sFT  0.99996888   -0 22 30.8
 BK2635;UTM  15      - 3,378,305.744   587,892.725   MT  0.99969530   +0 27 55.9
 BK2635
 BK2635                          SUPERSEDED SURVEY CONTROL
 BK2635
 BK2635  NAD 83(1986)-  30 32 02.07574(N)    092 05 01.58563(W) AD(       ) 4
 BK2635  NAD 27      -  30 32 01.37019(N)    092 05 01.15532(W) AD(       ) 3
 BK2635
 BK2635.Superseded values are not recommended for survey control.
 BK2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2635.See file dsdata.txt to determine how the superseded data were derived.
 BK2635
 BK2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8789378306(NAD 83)
 BK2635_MARKER: 53 = ELEVATED TANK
 BK2635
 BK2635  HISTORY     - Date     Condition        Report By
 BK2635  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK2635
 BK2635                          STATION DESCRIPTION
 BK2635
 BK2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2635'THE STATION IS THE SILVER MUNICIPAL TANK IN THE TOWN OF OPELOUSAS, ON
 BK2635'THE W SIDE OF THE COURTHOUSE SQUARE, ABOUT 120 FEET S OF THE CENTER
 BK2635'LINE OF WEST BELLEVUE STREET, ABOUT 110 FEET E OF THE CENTER LINE
 BK2635'OF SOUTH MARKET STREET, ABOUT 90 FEET W OF THE ST. LANDRY PARISH
 BK2635'COURTHOUSE, AND ABOUT 50 FEET N OF THE JAIL.  THE TANK, ERECTED
 BK2635'IN 1913, HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 BK2635'CYLINDRICAL VERTICAL SECTION IS ABOUT 35 FEET HIGH AND SETS ON A
 BK2635'ROUND PLATFORM WHICH HAS A RAIL AROUND IT.  THE FLAT CONCAVE TOP
 BK2635'HAS A SHORT FINIAL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 130
 BK2635'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2637 ***********************************************************************
 BK2637  DESIGNATION -  OPELOUSAS PRODUCT CO TANK
 BK2637  PID         -  BK2637
 BK2637  STATE/COUNTY-  LA/ST LANDRY
 BK2637  USGS QUAD   -  OPELOUSAS (1992)
 BK2637
 BK2637                         *CURRENT SURVEY CONTROL
 BK2637  ___________________________________________________________________
 BK2637* NAD 83(1992)-  30 32 25.17076(N)    092 05 13.34522(W)     ADJUSTED  
 BK2637* NAVD 88     -                                                        
 BK2637  ___________________________________________________________________
 BK2637  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BK2637  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2637
 BK2637  HORZ ORDER  -  THIRD
 BK2637
 BK2637.The horizontal coordinates were established by classical geodetic methods
 BK2637.and adjusted by the National Geodetic Survey in January 1993..
 BK2637
 BK2637
 BK2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2637
 BK2637.The geoid height was determined by GEOID03.
 BK2637
 BK2637;                    North         East     Units Scale Factor Converg.
 BK2637;SPC LA S     -   226,399.535   927,677.497   MT  0.99996993   -0 22 36.7
 BK2637;SPC LA S     -   742,779.14  3,043,555.25   sFT  0.99996993   -0 22 36.7
 BK2637;UTM  15      - 3,379,014.786   587,573.736   MT  0.99969461   +0 27 50.2
 BK2637
 BK2637                          SUPERSEDED SURVEY CONTROL
 BK2637
 BK2637  NAD 83(1986)-  30 32 25.19087(N)    092 05 13.33979(W) AD(       ) 4
 BK2637  NAD 27      -  30 32 24.48556(N)    092 05 12.90957(W) AD(       ) 3
 BK2637
 BK2637.Superseded values are not recommended for survey control.
 BK2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2637.See file dsdata.txt to determine how the superseded data were derived.
 BK2637
 BK2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8757479015(NAD 83)
 BK2637_MARKER: 53 = ELEVATED TANK
 BK2637
 BK2637  HISTORY     - Date     Condition        Report By
 BK2637  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK2637
 BK2637                          STATION DESCRIPTION
 BK2637
 BK2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2637'THE STATION IS THE SILVER TANK AT THE OPELOUSAS PRODUCTS COMPANY IN
 BK2637'THE CENTRAL PART OF THE TOWN OF OPELOUSAS, ABOUT 140 FEET S OF THE
 BK2637'MAIN RED BRICK BUILDING OF THE COMPANY, ABOUT 160 FEET W OF THE
 BK2637'CENTER LINE OF RAILROAD AVENUE, AND ABOUT 0.3 MILE N OF WEST
 BK2637'GROTTEE STREET.  THE TANK, ERECTED IN 1905, HAS FOUR TRUSSWORK
 BK2637'LEGS ABOUT 80 FEET HIGH.  THE VERTICAL SECTION, CYLINDRICAL IN
 BK2637'SHAPE, SETS IN A SQUARE SLAT PLATFORM.  THE TANK HAS A FLAT TOP
 BK2637'AND IS ABOUT 115 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0110 ***********************************************************************
 BK0110  DESIGNATION -  OPELOUSAS RM 2
 BK0110  PID         -  BK0110
 BK0110  STATE/COUNTY-  LA/ST LANDRY
 BK0110  USGS QUAD   -  OPELOUSAS (1992)
 BK0110
 BK0110                         *CURRENT SURVEY CONTROL
 BK0110  ___________________________________________________________________
 BK0110* NAD 83(1986)-  30 32 00.     (N)    092 05 00.     (W)     SCALED    
 BK0110* NAVD 88     -        21.29   (+/-2cm)      69.8    (feet)  VERTCON   
 BK0110  ___________________________________________________________________
 BK0110  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0110
 BK0110  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0110
 BK0110.The horizontal coordinates were scaled from a topographic map and have
 BK0110.an estimated accuracy of +/- 6 seconds.
 BK0110
 BK0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0110.The vertical order pertains to the NGVD 29 superseded value.
 BK0110
 BK0110.The geoid height was determined by GEOID03.
 BK0110
 BK0110;                    North         East    Units  Estimated Accuracy
 BK0110;SPC LA S     -   225,620.      928,030.      MT  (+/- 180 meters Scaled)
 BK0110
 BK0110                          SUPERSEDED SURVEY CONTROL
 BK0110
 BK0110  NGVD 29 (??/??/??)   21.251  (m)           69.72   (f) ADJUSTED    2 1
 BK0110
 BK0110.Superseded values are not recommended for survey control.
 BK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0110.See file dsdata.txt to determine how the superseded data were derived.
 BK0110
 BK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP879782(NAD 83)
 BK0110_MARKER: DR = REFERENCE MARK DISK
 BK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0110_STAMPING: OPELOUSAS NO. 2 1935
 BK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0110+STABILITY: SURFACE MOTION
 BK0110
 BK0110  HISTORY     - Date     Condition        Report By
 BK0110  HISTORY     - 1935     MONUMENTED       CGS
 BK0110  HISTORY     - 1973     GOOD             LADTD
 BK0110
 BK0110                          STATION DESCRIPTION
 BK0110
 BK0110'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0110'0.15 MI W FROM OPELOUSAS.
 BK0110'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.15 MILES WEST ALONG
 BK0110'US HIGHWAY 190 WEST BOUND LANE.  114.0 FEET NORTH OF THE TRIANGULATION
 BK0110'STATION OPELOUSAS.  96.0 FEET EAST OF THE CENTERLINE OF MARKET STREET.
 BK0110'29.0 FEET NORTHWEST OF A 30 INCH OAK TREE.  86.0 FEET NORTHWEST OF
 BK0110'THE SOUTHWEST CORNER OF THE COURT HOUSE.  THIS MARKER IS SET IN A
 BK0110'CONCRETE DRIVEWAY.  DISK IS IN THE TOP OF A CONCRETE POST FLUSH WITH
 BK0110'THE CONCRETE.  REFERENCE MARK NO. 2 IS 114.18 FEET NORTH-NORTHWEST OF
 BK0110'THE STATION.  67.5 FEET EAST OF THE EAST CURB OF MARKET STREET. IT IS
 BK0110'A STANDARD DISC STAMPED OPELOUSAS NO. 2 - 1935. SECTION 72, T 6 S, R 4
 BK0110'E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0108 ***********************************************************************
 BK0108  DESIGNATION -  OPELOUSAS RM 3
 BK0108  PID         -  BK0108
 BK0108  STATE/COUNTY-  LA/ST LANDRY
 BK0108  USGS QUAD   -  OPELOUSAS (1992)
 BK0108
 BK0108                         *CURRENT SURVEY CONTROL
 BK0108  ___________________________________________________________________
 BK0108* NAD 83(1986)-  30 32 00.     (N)    092 05 00.     (W)     SCALED    
 BK0108* NAVD 88     -        21.68   (+/-2cm)      71.1    (feet)  VERTCON   
 BK0108  ___________________________________________________________________
 BK0108  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0108
 BK0108  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0108
 BK0108.The horizontal coordinates were scaled from a topographic map and have
 BK0108.an estimated accuracy of +/- 6 seconds.
 BK0108
 BK0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0108.The vertical order pertains to the NGVD 29 superseded value.
 BK0108
 BK0108.The geoid height was determined by GEOID03.
 BK0108
 BK0108;                    North         East    Units  Estimated Accuracy
 BK0108;SPC LA S     -   225,620.      928,030.      MT  (+/- 180 meters Scaled)
 BK0108
 BK0108                          SUPERSEDED SURVEY CONTROL
 BK0108
 BK0108  NGVD 29 (??/??/??)   21.641  (m)           71.00   (f) ADJUSTED    2 1
 BK0108
 BK0108.Superseded values are not recommended for survey control.
 BK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0108.See file dsdata.txt to determine how the superseded data were derived.
 BK0108
 BK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP879782(NAD 83)
 BK0108_MARKER: DR = REFERENCE MARK DISK
 BK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0108_STAMPING: OPELOUSAS NO. 3 1935
 BK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0108+STABILITY: SURFACE MOTION
 BK0108
 BK0108  HISTORY     - Date     Condition        Report By
 BK0108  HISTORY     - 1960     MONUMENTED       CGS
 BK0108  HISTORY     - 1973     GOOD             LADTD
 BK0108
 BK0108                          STATION DESCRIPTION
 BK0108
 BK0108'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0108'0.15 MI W FROM OPELOUSAS.
 BK0108'FROM THE POST OFFICE IN OPELOUSAS, THENCE ABOUT 0.15 MILES WEST ALONG
 BK0108'US HIGHWAY 190 WEST BOUND LANE.  96 FEET NORTHEAST OF THE
 BK0108'TRIANGULATION STATION.  6.0 FEET SOUTHEAST OF THE CENTER OF THE DOOR
 BK0108'ON THE SOUTH ENTRANCE OF THE COURT HOUSE BUILDING SET IN CONCRETE
 BK0108'STEP.  DISC IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 BK0108'BOTTOM STEP OF ST. LANDRY COURT HOUSE ENTRANCE.  DISK IN THE TOP OF A
 BK0108'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 72, T 6 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2636 ***********************************************************************
 BK2636  DESIGNATION -  OPELOUSAS S CEN BELL KLK 85
 BK2636  PID         -  BK2636
 BK2636  STATE/COUNTY-  LA/ST LANDRY
 BK2636  USGS QUAD   -  OPELOUSAS (1992)
 BK2636
 BK2636                         *CURRENT SURVEY CONTROL
 BK2636  ___________________________________________________________________
 BK2636* NAD 83(1992)-  30 32 06.60735(N)    092 05 04.71598(W)     ADJUSTED  
 BK2636* NAVD 88     -                                                        
 BK2636  ___________________________________________________________________
 BK2636  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK2636  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2636
 BK2636  HORZ ORDER  -  THIRD
 BK2636
 BK2636.The horizontal coordinates were established by classical geodetic methods
 BK2636.and adjusted by the National Geodetic Survey in January 1993..
 BK2636
 BK2636
 BK2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2636
 BK2636.The geoid height was determined by GEOID03.
 BK2636
 BK2636;                    North         East     Units Scale Factor Converg.
 BK2636;SPC LA S     -   225,826.397   927,903.753   MT  0.99996909   -0 22 32.4
 BK2636;SPC LA S     -   740,898.77  3,044,297.56   sFT  0.99996909   -0 22 32.4
 BK2636;UTM  15      - 3,378,445.186   587,808.313   MT  0.99969511   +0 27 54.3
 BK2636
 BK2636                          SUPERSEDED SURVEY CONTROL
 BK2636
 BK2636  NAD 83(1986)-  30 32 06.62735(N)    092 05 04.71057(W) AD(       ) 4
 BK2636  NAD 27      -  30 32 05.92214(N)    092 05 04.27999(W) AD(       ) 3
 BK2636
 BK2636.Superseded values are not recommended for survey control.
 BK2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2636.See file dsdata.txt to determine how the superseded data were derived.
 BK2636
 BK2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8780878445(NAD 83)
 BK2636_MARKER: 45 = MICROWAVE TOWER
 BK2636
 BK2636  HISTORY     - Date     Condition        Report By
 BK2636  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2636
 BK2636                          STATION DESCRIPTION
 BK2636
 BK2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2636'THE STATION IS A FLASHING RED LIGHT AT THE TOP OF THE TOWER.
 BK2636'
 BK2636'THE TOWER IS OWNED AND OPERATED BY THE SOUTH CENTRAL BELL TELEPHONE
 BK2636'COMPANY.  IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 BK2636'RED AND WHITE WITH AN OVERALL HEIGHT OF 325 FEET.  THERE ARE TWO
 BK2636'CORNUCOPIA-TYPE ANTENNAE AT THE TOP AND TWO ABOUT MIDWAY OF THE
 BK2636'TOWER.
 BK2636'
 BK2636'IT IS LOCATED AT THE REAR OF THE TELEPHONE COMPANY OFFICE IN THE
 BK2636'CENTER OF OPELUSAS AT THE INTERSECTION OF NORTH STREET AND MARKET
 BK2636'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2638 ***********************************************************************
 BK2638  DESIGNATION -  OPELOUSAS SUP GAS KKB 883 MST
 BK2638  PID         -  BK2638
 BK2638  STATE/COUNTY-  LA/ST LANDRY
 BK2638  USGS QUAD   -  OPELOUSAS (1992)
 BK2638
 BK2638                         *CURRENT SURVEY CONTROL
 BK2638  ___________________________________________________________________
 BK2638* NAD 83(1992)-  30 32 05.34122(N)    092 07 17.69506(W)     ADJUSTED  
 BK2638* NAVD 88     -                                                        
 BK2638  ___________________________________________________________________
 BK2638  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BK2638  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2638
 BK2638  HORZ ORDER  -  THIRD
 BK2638
 BK2638.The horizontal coordinates were established by classical geodetic methods
 BK2638.and adjusted by the National Geodetic Survey in January 1993..
 BK2638
 BK2638
 BK2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2638
 BK2638.The geoid height was determined by GEOID03.
 BK2638
 BK2638;                    North         East     Units Scale Factor Converg.
 BK2638;SPC LA S     -   225,811.221   924,358.882   MT  0.99996903   -0 23 38.9
 BK2638;SPC LA S     -   740,848.98  3,032,667.43   sFT  0.99996903   -0 23 38.9
 BK2638;UTM  15      - 3,378,378.024   584,265.030   MT  0.99968759   +0 26 46.7
 BK2638
 BK2638                          SUPERSEDED SURVEY CONTROL
 BK2638
 BK2638  NAD 83(1986)-  30 32 05.36125(N)    092 07 17.68961(W) AD(       ) 4
 BK2638  NAD 27      -  30 32 04.65304(N)    092 07 17.25012(W) AD(       ) 3
 BK2638
 BK2638.Superseded values are not recommended for survey control.
 BK2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2638.See file dsdata.txt to determine how the superseded data were derived.
 BK2638
 BK2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8426578378(NAD 83)
 BK2638_MARKER: 42 = RADIO/TV MAST
 BK2638
 BK2638  HISTORY     - Date     Condition        Report By
 BK2638  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2638
 BK2638                          STATION DESCRIPTION
 BK2638
 BK2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2638'THE STATION IS A FLASHING RED LIGHT AT THE TOP OF THE MAST.  IT IS
 BK2638'A STEEL STRUCTURE, TRIANGULAR IN CROSS SECTION, PAINTED ALTERNATELY
 BK2638'RED AND WHITE WITH AN OVERALL HEIGHT OF 300 FEET.
 BK2638'
 BK2638'IT IS OWNED, OPERATED AND LOCATED ON THE GROUNDS OF THE SUPERIOR GAS
 BK2638'COMPANY IN THE WEST EDGE OF OPELOUSAS AND IS ABOUT 100 YARDS NORTH
 BK2638'OF U. S. HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0097 ***********************************************************************
 BJ0097  DESIGNATION -  ORANGE GROVE BOLT
 BJ0097  PID         -  BJ0097
 BJ0097  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0097  USGS QUAD   -  WALLS (1994)
 BJ0097
 BJ0097                         *CURRENT SURVEY CONTROL
 BJ0097  ___________________________________________________________________
 BJ0097* NAD 83(1986)-  30 31 36.     (N)    091 17 42.     (W)     SCALED    
 BJ0097* NAVD 88     -         7.904  (meters)      25.93   (feet)  ADJUSTED  
 BJ0097  ___________________________________________________________________
 BJ0097  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0097  DYNAMIC HT  -           7.894 (meters)      25.90  (feet)  COMP
 BJ0097  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ0097
 BJ0097  VERT ORDER  -  FIRST     CLASS I
 BJ0097
 BJ0097.The horizontal coordinates were scaled from a topographic map and have
 BJ0097.an estimated accuracy of +/- 6 seconds.
 BJ0097
 BJ0097.The orthometric height was determined by differential leveling
 BJ0097.and adjusted by the National Geodetic Survey in February 1994..
 BJ0097
 BJ0097.The geoid height was determined by GEOID03.
 BJ0097
 BJ0097.The dynamic height is computed by dividing the NAVD 88
 BJ0097.geopotential number by the normal gravity value computed on the
 BJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0097.degrees latitude (g = 980.6199 gals.).
 BJ0097
 BJ0097.The modeled gravity was interpolated from observed gravity values.
 BJ0097
 BJ0097;                    North         East    Units  Estimated Accuracy
 BJ0097;SPC LA S     -   224,650.    1,003,680.      MT  (+/- 180 meters Scaled)
 BJ0097
 BJ0097                          SUPERSEDED SURVEY CONTROL
 BJ0097
 BJ0097  NAVD 88 (06/15/91)    7.930  (m)           26.02   (f) UNKNOWN     1 1
 BJ0097  NGVD 29 (??/??/??)    7.893  (m)           25.90   (f) ADJUSTED    1 1
 BJ0097
 BJ0097.Superseded values are not recommended for survey control.
 BJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0097.See file dsdata.txt to determine how the superseded data were derived.
 BJ0097
 BJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP635783(NAD 83)
 BJ0097_MARKER: B = BOLT
 BJ0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0097_STAMPING: PBM ORANGE GROVE
 BJ0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0097
 BJ0097  HISTORY     - Date     Condition        Report By
 BJ0097  HISTORY     - UNK      MONUMENTED       DOD
 BJ0097  HISTORY     - 1964     GOOD             CGS
 BJ0097  HISTORY     - 1976     GOOD             NGS
 BJ0097
 BJ0097                          STATION DESCRIPTION
 BJ0097
 BJ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0097'1.0 MI S FROM DEVALL.
 BJ0097'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0097'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.1 MILE SOUTHWEST OF A STORE,
 BJ0097'ABOUT 125 FEET SOUTHWEST OF THE CENTER OF A SHARP CURVE IN THE ROAD,
 BJ0097'63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE
 BJ0097'CENTER LINE OF A GRAVELED ROAD LEADING WEST, 262 FEET WEST OF THE
 BJ0097'CENTER LINE OF A LEVEE, 158 FEET NORTHWEST ACROSS THE HIGHWAY FROM A
 BJ0097'CONCRETE HIGHWAY MARKER, 2.0 FEET SOUTH OF A WOODEN WITNESS POST,
 BJ0097'ABOUT LEVEL WITH THE GRAVELED ROAD, A COPPER BOLT SET IN CONCRETE
 BJ0097'ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0097'THROUGH A 5-INCH CAST IRON PIPE BEARING A CAP WHICH PROJECTS 1 FOOT
 BJ0097'ABOVE THE LEVEL OF THE GROUND.
 BJ0097
 BJ0097                          STATION RECOVERY (1976)
 BJ0097
 BJ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0097'1.05 MILES SOUTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0097'SCHOOL AT DEVALL, 0.1 MILE SOUTHWEST OF A STORE, AT THE JUNCTION
 BJ0097'OF A GRAVELED ROAD LEADING SOUTHWEST, 262 FT WEST OF THE CENTER
 BJ0097'LINE OF WEST LEVEE ROAD OF THE MISS. RIVER 63 FT WEST OF CENTER
 BJ0097'LINE OF THE HIGHWAY, 29.5 FT NORTHWEST OF THE CENTER LINE OF ROAD,
 BJ0097'65 FT NORTHWEST OF AND ACROSS THE ROAD FROM A POWER LINE POLE WITH
 BJ0097'A LIGHT, 24.5 FT NORTHEAST OF NORTHEAST PIPE OF A GAS LINE, A COPPER
 BJ0097'BOLT SET IN CONCRETE SET 2.1 FT UNDER GROUND ENCASED IN A 5-INCH IRON
 BJ0097'PIPE AND CAP PROJECTING 1.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1852 ***********************************************************************
 BJ1852  DESIGNATION -  ORANGE GROVE CAP
 BJ1852  PID         -  BJ1852
 BJ1852  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1852  USGS QUAD   -  WALLS (1994)
 BJ1852
 BJ1852                         *CURRENT SURVEY CONTROL
 BJ1852  ___________________________________________________________________
 BJ1852* NAD 83(1986)-  30 31 36.     (N)    091 17 42.     (W)     SCALED    
 BJ1852* NAVD 88     -         9.13   (+/-2cm)      30.0    (feet)  VERTCON   
 BJ1852  ___________________________________________________________________
 BJ1852  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ1852
 BJ1852  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1852
 BJ1852.The horizontal coordinates were scaled from a topographic map and have
 BJ1852.an estimated accuracy of +/- 6 seconds.
 BJ1852
 BJ1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1852.The vertical order pertains to the NGVD 29 superseded value.
 BJ1852
 BJ1852.The geoid height was determined by GEOID03.
 BJ1852
 BJ1852;                    North         East    Units  Estimated Accuracy
 BJ1852;SPC LA S     -   224,650.    1,003,680.      MT  (+/- 180 meters Scaled)
 BJ1852
 BJ1852                          SUPERSEDED SURVEY CONTROL
 BJ1852
 BJ1852  NGVD 29 (??/??/??)    9.120  (m)           29.92   (f) ADJUSTED    1 2
 BJ1852
 BJ1852.Superseded values are not recommended for survey control.
 BJ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1852.See file dsdata.txt to determine how the superseded data were derived.
 BJ1852
 BJ1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP635783(NAD 83)
 BJ1852_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1852_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1852_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1852_STAMPING: PBM ORANGE GROVE
 BJ1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1852
 BJ1852  HISTORY     - Date     Condition        Report By
 BJ1852  HISTORY     - UNK      MONUMENTED       DOD
 BJ1852  HISTORY     - 1964     GOOD             CGS
 BJ1852
 BJ1852                          STATION DESCRIPTION
 BJ1852
 BJ1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1852'1.0 MI S FROM DEVALL.
 BJ1852'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ1852'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.1 MILE SOUTHWEST OF A STORE,
 BJ1852'ABOUT 125 FEET SOUTHWEST OF THE CENTER OF A SHARP CURVE IN THE ROAD,
 BJ1852'63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE
 BJ1852'CENTER LINE OF A GRAVELED ROAD LEADING WEST, 262 FEET WEST OF THE
 BJ1852'CENTER LINE OF A LEVEE, 158 FEET NORTHWEST ACROSS THE HIGHWAY FROM A
 BJ1852'CONCRETE HIGHWAY MARKER, 2.0 FEET SOUTH OF A WOODEN WITNESS POST,
 BJ1852'ABOUT LEVEL WITH THE GRAVELED ROAD, A 5-INCH CAST IRON PIPE BEARING A
 BJ1852'CAP WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1423 ***********************************************************************
 AT1423  DESIGNATION -  ORCHARD
 AT1423  PID         -  AT1423
 AT1423  STATE/COUNTY-  LA/PLAQUEMINES
 AT1423  USGS QUAD   -  VENICE (1993)
 AT1423
 AT1423                         *CURRENT SURVEY CONTROL
 AT1423  ___________________________________________________________________
 AT1423* NAD 83(1992)-  29 16 14.25498(N)    089 21 25.29086(W)     ADJUSTED  
 AT1423* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 AT1423  **This station is located in a subsidence area (see below).
 AT1423  ___________________________________________________________________
 AT1423  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AT1423  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1423
 AT1423  HORZ ORDER  -  THIRD
 AT1423
 AT1423.The horizontal coordinates were established by classical geodetic methods
 AT1423.and adjusted by the National Geodetic Survey in January 1993..
 AT1423
 AT1423 ** The orthometric height has not been validated since last determined
 AT1423 ** by differential leveling and should not be used for control purposes.
 AT1423 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1423 ** area with valid NAVD 88 orthometric heights.
 AT1423 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1423 ** epoch indicated which incorporates improved geoid heights for the
 AT1423 ** Southern Louisiana Subsidence area.
 AT1423 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1423
 AT1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1423
 AT1423.The geoid height was determined by GEOID03.
 AT1423
 AT1423;                    North         East     Units Scale Factor Converg.
 AT1423;SPC LA S     -    87,078.098 1,192,057.260   MT  1.00000635   +0 59 17.4
 AT1423;SPC LA S     -   285,688.73  3,910,941.19   sFT  1.00000635   +0 59 17.4
 AT1423;UTM  16      - 3,240,273.233   270,992.487   MT  1.00024718   -1 09 10.6
 AT1423
 AT1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1423!SPC LA S     -   1.00000344  x   1.00000635  =   1.00000979
 AT1423!UTM  16      -   1.00000344  x   1.00024718  =   1.00025062
 AT1423
 AT1423                          SUPERSEDED SURVEY CONTROL
 AT1423
 AT1423  NAD 83(1986)-  29 16 14.25925(N)    089 21 25.29974(W) AD(       ) 3
 AT1423  NGVD 29 (09/24/92)    2.2    (m)            7.     (f) VERT ANG       
 AT1423
 AT1423.Superseded values are not recommended for survey control.
 AT1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1423.See file dsdata.txt to determine how the superseded data were derived.
 AT1423
 AT1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7099240273(NAD 83)
 AT1423_MARKER: DD = SURVEY DISK
 AT1423_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT1423_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AT1423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1423+STABILITY: SURFACE MOTION
 AT1423
 AT1423  HISTORY     - Date     Condition        Report By
 AT1423  HISTORY     - 1981     MONUMENTED       NOSAMC
 AT1423  HISTORY     - 20060826 MARK NOT FOUND   NGS
 AT1423
 AT1423                          STATION DESCRIPTION
 AT1423
 AT1423'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1981 (JGF)
 AT1423'STATION IS LOCATED SE OF VENICE.
 AT1423'
 AT1423'TO REACH STATION FROM THE VENICE POST OFFICE PROCEED SE ON STATE
 AT1423'ROUTE 23 FORM 0.9 MI TO A SHARP RIGHT TURN CONTINUE SW FOR 0.25 MI
 AT1423'TO THE TOP OF THE LEVEE AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT,
 AT1423'DRIVE THROUGH THE GATEWAY AND CONTINUE NW ALONG THE LEVEE TRACK ROAD
 AT1423'FOR 0.15 MI TO THE VICINITY OF THE STATION.
 AT1423'
 AT1423'STATION MARK IS A STANDARD NOS ALUMINUM DISK STAMPED---ORCHARD
 AT1423'1981---, AFFIXED AT THE TOP OF A 1.1 M ROD EMBEDDED IN CONCRETE.
 AT1423'STATION IS LOCATED 140.5 FT S FROM THE FOURTH POWER POLE N FROM THE
 AT1423'EDGE OF THE PAVED ROAD, 88 FT SW FROM THE EDGE OF THE CANAL, AND
 AT1423'7 FT NE FROM THE CENTER OF THE TRACK ROAD.
 AT1423'
 AT1423'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 AT1423'
 AT1423'DESCRIBED BY J. DANIEL.
 AT1423
 AT1423                          STATION RECOVERY (2006)
 AT1423
 AT1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 AT1423'MARK WAS NOT SEEN, BUT COULD BE BURIED.  POLES ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2476 ***********************************************************************
 BJ2476  DESIGNATION -  ORIENT CAP
 BJ2476  PID         -  BJ2476
 BJ2476  STATE/COUNTY-  LA/ST LANDRY
 BJ2476  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2476
 BJ2476                         *CURRENT SURVEY CONTROL
 BJ2476  ___________________________________________________________________
 BJ2476* NAD 83(1986)-  30 26 01.     (N)    091 43 52.     (W)     SCALED    
 BJ2476* NAVD 88     -         6.83   (+/-2cm)      22.4    (feet)  VERTCON   
 BJ2476  ___________________________________________________________________
 BJ2476  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ2476
 BJ2476  VERT ORDER  -  ? (See Below)
 BJ2476
 BJ2476.The horizontal coordinates were scaled from a topographic map and have
 BJ2476.an estimated accuracy of +/- 6 seconds.
 BJ2476
 BJ2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2476.The vertical order pertains to the NGVD 29 superseded value.
 BJ2476
 BJ2476.The geoid height was determined by GEOID03.
 BJ2476
 BJ2476;                    North         East    Units  Estimated Accuracy
 BJ2476;SPC LA S     -   214,400.      961,790.      MT  (+/- 180 meters Scaled)
 BJ2476
 BJ2476                          SUPERSEDED SURVEY CONTROL
 BJ2476
 BJ2476  NGVD 29 (??/??/??)    6.840  (m)           22.44   (f) ADJUSTED    ?  
 BJ2476
 BJ2476.Superseded values are not recommended for survey control.
 BJ2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2476.See file dsdata.txt to determine how the superseded data were derived.
 BJ2476
 BJ2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP218675(NAD 83)
 BJ2476_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2476
 BJ2476  HISTORY     - Date     Condition        Report By
 BJ2476  HISTORY     - UNK      MONUMENTED       DOD
 BJ2476  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2476
 BJ2476                          STATION DESCRIPTION
 BJ2476
 BJ2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2476'8.7 MI SE FROM KROTZ SPRINGS.
 BJ2476'8.7 MILES SOUTHEAST ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2476'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 2 MILES NORTH OF
 BJ2476'THE MOUTH OF INDIAN BAYOU, ABOUT 1 MILE SOUTHEAST OF A POINT WHERE THE
 BJ2476'LEVEE CROSSES BIG OFFA BAYOU, IN THE NW1/4 SEC. 23, T. 7 S., R. 7 E.,
 BJ2476'SOUTHWEST OF LEVEE STATION 2854+50.00, ON THE WEST BANK OF ATCHAFALAYA
 BJ2476'RIVER, AT A FORK, IN A WILLOW THICKET, 984 FEET SOUTHEAST OF P.B.M.
 BJ2476'CLARION (U.S.E.), DESCRIBED ABOVE, ABOUT 110 FEET SOUTH OF A LARGE
 BJ2476'SLOUGH, 30 FEET NORTHEAST OF A 14-INCH WILLOW TREE, 14 FEET SOUTHEAST
 BJ2476'OF A 10-INCH CYPRESS TREE, AND 9 FEET NORTHWEST OF A 10-INCH WILLOW
 BJ2476'TREE.  AN IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND AND BEARING A
 BJ2476'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4242 ***********************************************************************
 BJ4242  DESIGNATION -  ORLEANS 1931
 BJ4242  PID         -  BJ4242
 BJ4242  STATE/COUNTY-  LA/ORLEANS
 BJ4242  USGS QUAD   -  SPANISH FORT (1992)
 BJ4242
 BJ4242                         *CURRENT SURVEY CONTROL
 BJ4242  ___________________________________________________________________
 BJ4242* NAD 83(1992)-  30 01 07.15190(N)    090 05 53.03746(W)     ADJUSTED  
 BJ4242* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BJ4242  **This station is located in a subsidence area (see below).
 BJ4242  ___________________________________________________________________
 BJ4242  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4242  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BJ4242
 BJ4242  HORZ ORDER  -  THIRD
 BJ4242
 BJ4242.The horizontal coordinates were established by classical geodetic methods
 BJ4242.and adjusted by the National Geodetic Survey in January 1993..
 BJ4242
 BJ4242 ** The orthometric height has not been validated since last determined
 BJ4242 ** by differential leveling and should not be used for control purposes.
 BJ4242 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4242 ** area with valid NAVD 88 orthometric heights.
 BJ4242 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4242 ** epoch indicated which incorporates improved geoid heights for the
 BJ4242 ** Southern Louisiana Subsidence area.
 BJ4242 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4242.The orthometric height was scaled from a topographic map.
 BJ4242
 BJ4242.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4242
 BJ4242.The geoid height was determined by GEOID03.
 BJ4242
 BJ4242;                    North         East     Units Scale Factor Converg.
 BJ4242;SPC LA S     -   168,976.268 1,119,152.907   MT  0.99992579   +0 37 03.5
 BJ4242;SPC LA S     -   554,382.97  3,671,754.16   sFT  0.99992579   +0 37 03.5
 BJ4242;UTM  15      - 3,324,400.229   779,892.662   MT  1.00056665   +1 27 09.8
 BJ4242
 BJ4242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4242!SPC LA S     -   1.00000413  x   0.99992579  =   0.99992992
 BJ4242!UTM  15      -   1.00000413  x   1.00056665  =   1.00057078
 BJ4242
 BJ4242:                Primary Azimuth Mark                     Grid Az
 BJ4242:SPC LA S     -  NORTH GATE                               275 00 41.6
 BJ4242:UTM  15      -  NORTH GATE                               274 10 35.3
 BJ4242
 BJ4242|---------------------------------------------------------------------|
 BJ4242| PID    Reference Object                     Distance      Geod. Az  |
 BJ4242|                                                           dddmmss.s |
 BJ4242| BJ1335 NORTH GATE                          APPROX. 1.6 KM 2753745.1 |
 BJ4242|---------------------------------------------------------------------|
 BJ4242
 BJ4242                          SUPERSEDED SURVEY CONTROL
 BJ4242
 BJ4242  NAD 83(1986)-  30 01 07.17004(N)    090 05 53.03330(W) AD(       ) 3
 BJ4242  NAD 27      -  30 01 06.44012(N)    090 05 52.77509(W) AD(       ) 3
 BJ4242
 BJ4242.Superseded values are not recommended for survey control.
 BJ4242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4242.See file dsdata.txt to determine how the superseded data were derived.
 BJ4242
 BJ4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7989324400(NAD 83)
 BJ4242_MARKER: DS = TRIANGULATION STATION DISK
 BJ4242_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BJ4242_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BJ4242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4242
 BJ4242  HISTORY     - Date     Condition        Report By
 BJ4242  HISTORY     - 1931     MONUMENTED       CGS
 BJ4242  HISTORY     - 1954     MARK NOT FOUND   CGS
 BJ4242
 BJ4242                          STATION DESCRIPTION
 BJ4242
 BJ4242'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLS)
 BJ4242'ON THE LEVEE BOARD PROPERTY CORNER, ON THE TOP OF THE E LEVEE
 BJ4242'OF THE ORLEANS CANAL, AND APPROXIMATELY 0.6 MILE FROM LAKE
 BJ4242'PONTCHARTRAIN, AT A POINT WHERE THE S PROPERTY LINE OF ADAMS
 BJ4242'AVENUE CROSSES THE LEVEE.
 BJ4242'
 BJ4242'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ4242'AT THE CENTER OF THE TOP OF A TILE.
 BJ4242'
 BJ4242'THE REFERENCE MARK, A STANDARD BRONZE REFERENCE DISK, IS SET
 BJ4242'IN SOFT GROUND TO THE EASTWARD.
 BJ4242
 BJ4242                          STATION RECOVERY (1954)
 BJ4242
 BJ4242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4242'THE STATION AND REFERENCE MARK WERE SEARCHED FOR TO NO AVAIL.
 BJ4242'A NEW BRIDGE WAS BUILT OVER THE ORLEANS CANAL AT THIS POINT IN
 BJ4242'1939, AT WHICH TIME THE STATION MAY HAVE BEEN DESTROYED.
 BJ4242'
 BJ4242'ADAMS STREET IS NOW NAMED ROBERT E. LEE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1362 ***********************************************************************
 AT1362  DESIGNATION -  ORLEANS 2
 AT1362  PID         -  AT1362
 AT1362  STATE/COUNTY-  LA/ORLEANS
 AT1362  USGS QUAD   -  CHALMETTE (1994)
 AT1362
 AT1362                         *CURRENT SURVEY CONTROL
 AT1362  ___________________________________________________________________
 AT1362* NAD 83(1992)-  29 54 59.06249(N)    089 58 38.81008(W)     ADJUSTED  
 AT1362* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT1362  **This station is located in a subsidence area (see below).
 AT1362  ___________________________________________________________________
 AT1362  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AT1362  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AT1362
 AT1362  HORZ ORDER  -  FIRST
 AT1362
 AT1362.The horizontal coordinates were established by classical geodetic methods
 AT1362.and adjusted by the National Geodetic Survey in January 1993..
 AT1362
 AT1362 ** The orthometric height has not been validated since last determined
 AT1362 ** by differential leveling and should not be used for control purposes.
 AT1362 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1362 ** area with valid NAVD 88 orthometric heights.
 AT1362 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1362 ** epoch indicated which incorporates improved geoid heights for the
 AT1362 ** Southern Louisiana Subsidence area.
 AT1362 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1362.The orthometric height was scaled from a topographic map.
 AT1362
 AT1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1362
 AT1362.The geoid height was determined by GEOID03.
 AT1362
 AT1362;                    North         East     Units Scale Factor Converg.
 AT1362;SPC LA S     -   157,775.166 1,130,921.275   MT  0.99992682   +0 40 40.7
 AT1362;SPC LA S     -   517,634.02  3,710,364.22   sFT  0.99992682   +0 40 40.7
 AT1362;UTM  16      - 3,313,249.960   212,526.243   MT  1.00061975   -1 29 09.5
 AT1362;UTM  15      - 3,313,363.843   791,830.742   MT  1.00065090   +1 30 30.7
 AT1362
 AT1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1362!SPC LA S     -   1.00000393  x   0.99992682  =   0.99993075
 AT1362!UTM  16      -   1.00000393  x   1.00061975  =   1.00062368
 AT1362!UTM  15      -   1.00000393  x   1.00065090  =   1.00065483
 AT1362
 AT1362|---------------------------------------------------------------------|
 AT1362| PID    Reference Object                     Distance      Geod. Az  |
 AT1362|                                                           dddmmss.s |
 AT1362| AT0657 ORLEANS 2 RM 1                      116.525 METERS 00616     |
 AT1362| DD7516 ORLEANS 2 AZ MK                                    0063036.8 |
 AT1362| AT1370 SAXONHOLM NAVIGATION LIGHT          APPROX. 5.1 KM 0785803.9 |
 AT1362| AT1346 WOOD PULP MILL TALL WHITE STK       APPROX. 6.6 KM 1503117.0 |
 AT1362| AT1345 WOOD PULP MILL BLACK WATER TK       APPROX. 6.5 KM 1505958.2 |
 AT1362| AT1352 WOOD PULP MILL RED WATER TANK       APPROX. 6.4 KM 1511354.6 |
 AT1362| AT1343 SEATRAIN CRANE TOP HOR MEMBER       APPROX. 8.8 KM 1911236.5 |
 AT1362| DD7517 ORLEANS 2 RM 2                       50.414 METERS 33923     |
 AT1362|---------------------------------------------------------------------|
 AT1362
 AT1362                          SUPERSEDED SURVEY CONTROL
 AT1362
 AT1362  NAD 83(1986)-  29 54 59.07621(N)    089 58 38.80966(W) AD(       ) 1
 AT1362  NAD 27      -  29 54 58.33892(N)    089 58 38.56071(W) AD(       ) 1
 AT1362
 AT1362.Superseded values are not recommended for survey control.
 AT1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1362.See file dsdata.txt to determine how the superseded data were derived.
 AT1362
 AT1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1252613250(NAD 83)
 AT1362_MARKER: X = CHISELED CROSS
 AT1362_SETTING: 0 = UNSPECIFIED SETTING
 AT1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1362
 AT1362  HISTORY     - Date     Condition        Report By
 AT1362  HISTORY     - 1934     MONUMENTED       CGS
 AT1362  HISTORY     - 1952     GOOD             CGS
 AT1362  HISTORY     - 1965     GOOD             CGS
 AT1362  HISTORY     - 1966     GOOD             CGS
 AT1362
 AT1362                          STATION DESCRIPTION
 AT1362
 AT1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1362'ABOUT 5 MILES
 AT1362'SE OF ALGIERS ON
 AT1362'THE ORLEANS PLANTATION BELONGING TO JOHN FLATHER,
 AT1362'2.9 MILES BY ROAD E BY S FROM THE
 AT1362'QUARANTINE STATION, 0.4 MILE S
 AT1362'OF THE LEVEE AND RIVER ROAD, ON THE W SIDE OF A DIRT
 AT1362'ROAD RUNNING N
 AT1362'AND S THROUGH THE PLANTATION, AND ABOUT 300 FEET N OF THE TIMBER.
 AT1362'
 AT1362'THE STATION IS MARKED WITH A CAST IRON SCREWPILE WITH AN 8-
 AT1362'INCH CAP ON TOP
 AT1362'WHICH PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.
 AT1362'U.S. COAST SURVEY 1871 IS
 AT1362'INSCRIBED ON THE TOP OF THE CAP AND A
 AT1362'CROSS CUT TO MARK THE CENTER.  THIS MARK WAS
 AT1362'MOVED 34.7 METERS
 AT1362'(114 FEET) FROM STATION ORLEANS 1873 TO MARK THIS STATION.
 AT1362'
 AT1362'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS ON
 AT1362'THE W SIDE OF THE
 AT1362'ROAD LEADING THROUGH THE PLANTATION AND 382.30
 AT1362'FEET (116.53 METERS) FROM THE STATION N 6 DEG 16 MIN E.
 AT1362'
 AT1362'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS IN
 AT1362'A CULTIVATED FIELD
 AT1362'165.40 FEET (50.41 METERS) FROM THE STATION N 20 DEG 37 MIN W.
 AT1362'
 AT1362'THE AZIMUTH MARK, A STANDARD BRONZE DISK, SET IN A CONCRETE
 AT1362'CYLINDER, IS
 AT1362'VISIBLE FROM THE GROUND AT THE STATION AND IS AT THE
 AT1362'FOOT OF THE LEVEE, 7.10 METERS
 AT1362'(23.3 FEET) N OF THE CENTER LINE
 AT1362'OF THE MAIN ROAD RUNNING E AND W ALONG THE LEVEE,
 AT1362'AND 0.4 MILE
 AT1362'FROM THE STATION N 6 DEG 31 MIN E.  THE NAVIGATION
 AT1362'LIGHT ON THE TOP OF THE
 AT1362'LEVEE IS VISIBLE FROM THE GROUND 0.6 MILE FROM THE
 AT1362'STATION N 23 DEG 57 MIN E.
 AT1362'THE TALL WHITE STACK OF A PAPER MILL
 AT1362'IS S 29 DEG 29 MIN E.
 AT1362
 AT1362                          STATION RECOVERY (1952)
 AT1362
 AT1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AT1362'STATION, AZIMUTH AND REFERENCE
 AT1362'MARKS WERE
 AT1362'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AT1362'IS ADEQUATE WITH THE
 AT1362'FOLLOWING ADDITION-
 AT1362'
 AT1362'STATION IS ON THE W SHOULDER OF THE ROAD, 4 FT. W OF THE CENTERLINE.
 AT1362
 AT1362                          STATION RECOVERY (1965)
 AT1362
 AT1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1362'STATION RECOVERED AS DESCRIBED EXCEPT THAT IT LEANS SLIGHTLY.  IT
 AT1362'IS ABOUT 350 FEET
 AT1362'SOUTH OF THE END OF THE PAVEMENT.
 AT1362'
 AT1362'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED BUT ARE PROBABLY STILL
 AT1362'THERE COVERED BY BRUSH AND MUD.
 AT1362'
 AT1362'THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED LOST THROUGH
 AT1362'REPAIR OF THE LEVEE.
 AT1362'
 AT1362'FOLLOWING IS A NEW TO REACH-
 AT1362'
 AT1362'TO REACH FROM THE JUNCTION OF WHITNEY AVENUE AND NEWTON AVENUE IN
 AT1362'ALGIERS, GO
 AT1362'SOUTHEAST ON NEWTON AVENUE (WHICH BECOMES GENERAL MEYER
 AT1362'AVENUE) FOR 3.5 MILES TO THE
 AT1362'JUNCTION WITH SIMPSON PLACE.  TURN LEFT,
 AT1362'NORTH, ON SIMPSON PLACE FOR 0.1 MILE TO
 AT1362'PATTERSON ROAD.  TURN RIGHT
 AT1362'ON PATTERSON ROAD AND GO SOUTHEAST FOR 0.55 MILE TO
 AT1362'BENNETT STREET
 AT1362'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON BENNETT STREET FOR 0.4 MILE
 AT1362'TO THE STATION ON THE RIGHT AS DESCRIBED.
 AT1362
 AT1362                          STATION RECOVERY (1966)
 AT1362
 AT1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1362'THE STATION MARK WAS RECOVERED AND FOUND IN FAIR CONDITION AT THIS
 AT1362'TIME.  THE
 AT1362'REFERENCE MARKS AND AZIMUTH MARK WERE NOT RECOVERED.  A
 AT1362'TELLURMOMETER TRAVERSE AND
 AT1362'ANGLE DETERMINATION FOR POSITION OF THIS
 AT1362'STATION WAS MADE FROM TRIANGULATION STATION BENNETT.
 AT1362'
 AT1362'THE STATION IS ABOUT 0.4 MILE SOUTHWEST OF THE MISSISSIPPI RIVER,
 AT1362'2-1/2 MILES SOUTH
 AT1362'OF CHALMETTE AND 5 MILES SOUTHEAST OF ALGIERS.
 AT1362'
 AT1362'TO REACH THE STATION FROM THE ENTRANCE TO THE U.S. NAVAL AIR
 AT1362'STATION IN
 AT1362'ALGIERS, GO SOUTHEAST ON GENERAL MYERS AVENUE FOR 3.3 MILES
 AT1362'TO THE JUNCTION WITH SIMPSON
 AT1362'PLACE.  TURN LEFT AND GO NORTH ON SIMPSON
 AT1362'PLACE FOR 0.1 MILE TO PATTERSON DRIVE AT THE
 AT1362'SOUTH EDGE OF THE RIVER
 AT1362'LEVEE.  TURN RIGHT AND GO EASTERLY ON PATTERSON DRIVE FOR 0.55
 AT1362'MILE TO BENNETT
 AT1362'STREET ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON BENNETT STREET
 AT1362'FOR 0.35 MILE TO THE END
 AT1362'OF THE PAVED ROAD.  CONTINUE SOUTH ON A DIRT
 AT1362'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 AT1362'
 AT1362'THE STATION MARK IS A CAST IRON SCREW-PILE WITH AN 8 INCH CAP ON
 AT1362'TOP WHICH PROJECTS
 AT1362'17 INCHES ABOVE THE GROUND. U.S. COAST SURVEY 1871
 AT1362'IS INSCRIBED ON THE TOP OF THE CAP
 AT1362'AND A CROSS CUT TO MARK THE CENTER.
 AT1362'IT IS ABOUT 200 FEET NORTHWEST OF A SMALL SHEET METAL
 AT1362'BUILDING, 13
 AT1362'FEET SOUTH OF A POWER POLE AND 10 FEET WEST OF THE CENTER OF A TRACK
 AT1362'ROAD.
 AT1362'
 AT1362'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4503 ***********************************************************************
 BJ4503  DESIGNATION -  ORMET WATER TANK
 BJ4503  PID         -  BJ4503
 BJ4503  STATE/COUNTY-  LA/ASCENSION
 BJ4503  USGS QUAD   -  GONZALES (1991)
 BJ4503
 BJ4503                         *CURRENT SURVEY CONTROL
 BJ4503  ___________________________________________________________________
 BJ4503* NAD 83(1992)-  30 08 05.52214(N)    090 54 54.49963(W)     ADJUSTED  
 BJ4503* NAVD 88     -                                                        
 BJ4503  **This station is located in a subsidence area (see below).
 BJ4503  ___________________________________________________________________
 BJ4503  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4503  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BJ4503
 BJ4503  HORZ ORDER  -  THIRD
 BJ4503
 BJ4503.The horizontal coordinates were established by classical geodetic methods
 BJ4503.and adjusted by the National Geodetic Survey in January 1993..
 BJ4503
 BJ4503 ** The orthometric height has not been validated since last determined
 BJ4503 ** by differential leveling and should not be used for control purposes.
 BJ4503 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4503 ** area with valid NAVD 88 orthometric heights.
 BJ4503 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4503 ** epoch indicated which incorporates improved geoid heights for the
 BJ4503 ** Southern Louisiana Subsidence area.
 BJ4503 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4503
 BJ4503.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4503
 BJ4503.The geoid height was determined by GEOID03.
 BJ4503
 BJ4503;                    North         East     Units Scale Factor Converg.
 BJ4503;SPC LA S     -   181,289.359 1,040,292.392   MT  0.99992847   +0 12 32.8
 BJ4503;SPC LA S     -   594,780.17  3,413,025.96   sFT  0.99992847   +0 12 32.8
 BJ4503;UTM  15      - 3,335,564.778   700,829.728   MT  1.00009762   +1 02 49.3
 BJ4503
 BJ4503                          SUPERSEDED SURVEY CONTROL
 BJ4503
 BJ4503  NAD 83(1986)-  30 08 05.53916(N)    090 54 54.50020(W) AD(       ) 4
 BJ4503  NAD 27      -  30 08 04.82509(N)    090 54 54.14724(W) AD(       ) 3
 BJ4503
 BJ4503.Superseded values are not recommended for survey control.
 BJ4503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4503.See file dsdata.txt to determine how the superseded data were derived.
 BJ4503
 BJ4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0083035565(NAD 83)
 BJ4503_MARKER: 51 = TANK
 BJ4503
 BJ4503  HISTORY     - Date     Condition        Report By
 BJ4503  HISTORY     - 1979     FIRST OBSERVED   LADTD
 BJ4503
 BJ4503                          STATION DESCRIPTION
 BJ4503
 BJ4503'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0140 ***********************************************************************
 BJ0140  DESIGNATION -  ORTIS
 BJ0140  PID         -  BJ0140
 BJ0140  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0140  USGS QUAD   -  LACOUR (1994)
 BJ0140
 BJ0140                         *CURRENT SURVEY CONTROL
 BJ0140  ___________________________________________________________________
 BJ0140* NAD 83(1986)-  30 47 24.     (N)    091 34 56.     (W)     SCALED    
 BJ0140* NAVD 88     -        10.48   (+/-2cm)      34.4    (feet)  VERTCON   
 BJ0140  ___________________________________________________________________
 BJ0140  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0140
 BJ0140  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0140
 BJ0140.The horizontal coordinates were scaled from a topographic map and have
 BJ0140.an estimated accuracy of +/- 6 seconds.
 BJ0140
 BJ0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0140.The vertical order pertains to the NGVD 29 superseded value.
 BJ0140
 BJ0140.The geoid height was determined by GEOID03.
 BJ0140
 BJ0140;                    North         East    Units  Estimated Accuracy
 BJ0140;SPC LA S     -   253,870.      976,180.      MT  (+/- 180 meters Scaled)
 BJ0140
 BJ0140                          SUPERSEDED SURVEY CONTROL
 BJ0140
 BJ0140  NGVD 29 (??/??/??)   10.471  (m)           34.35   (f) ADJUSTED    1 2
 BJ0140
 BJ0140.Superseded values are not recommended for survey control.
 BJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0140.See file dsdata.txt to determine how the superseded data were derived.
 BJ0140
 BJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ356071(NAD 83)
 BJ0140_MARKER: B = BOLT
 BJ0140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0140_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0140
 BJ0140  HISTORY     - Date     Condition        Report By
 BJ0140  HISTORY     - UNK      MONUMENTED       DOD
 BJ0140  HISTORY     - 1964     GOOD             CGS
 BJ0140  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0140
 BJ0140                          STATION DESCRIPTION
 BJ0140
 BJ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0140'4.3 MI SE FROM LACOUR.
 BJ0140'ABOUT 4.3 MILES SOUTHEAST ALONG A GRAVELED ROAD WHICH PARALLELS A
 BJ0140'LEVEE FROM THE GENERAL STORE AT LACOUR, 44 FEET NORTHWEST OF THE
 BJ0140'CENTER LINE OF THE ROAD, 217 FEET NORTHWEST OF THE CENTER LINE OF THE
 BJ0140'LEVEE 2.3 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH
 BJ0140'THE ROAD, A COPPER BOLT SET IN CONCRETE ABOUT 3 FEET BELOW THE LEVEL
 BJ0140'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH
 BJ0140'PROJECTS 18 INCHES.  NOTE-- THE CAP HAS BEEN TORN OFF BUT THE BOLT
 BJ0140'APPEARS TO BE IN GOOD CONDITION.  NOTE-- THIS MARK CAN ALSO BE REACHED
 BJ0140'BY GOING 1.0 MILE NORTHWEST ALONG STATE ROAD FROM THE TEXAS AND
 BJ0140'PACIFIC RAILROAD STATION AT MORGANZA, THENCE 3.4 MILES NORTH ALONG A
 BJ0140'GRAVELED ROAD.
 BJ0140
 BJ0140                          STATION RECOVERY (1976)
 BJ0140
 BJ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2421 ***********************************************************************
 BW2421  DESIGNATION -  OSCEOLA
 BW2421  PID         -  BW2421
 BW2421  STATE/COUNTY-  LA/TENSAS
 BW2421  USGS QUAD   -  LAKE BRUIN (1994)
 BW2421
 BW2421                         *CURRENT SURVEY CONTROL
 BW2421  ___________________________________________________________________
 BW2421* NAD 83(1992)-  31 58 05.79409(N)    091 15 04.69706(W)     ADJUSTED  
 BW2421* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 BW2421  ___________________________________________________________________
 BW2421  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BW2421  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW2421
 BW2421  HORZ ORDER  -  FIRST
 BW2421
 BW2421.The horizontal coordinates were established by classical geodetic methods
 BW2421.and adjusted by the National Geodetic Survey in May 1994..
 BW2421
 BW2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2421
 BW2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2421
 BW2421.The geoid height was determined by GEOID03.
 BW2421
 BW2421;                    North         East     Units Scale Factor Converg.
 BW2421;SPC LA N     -   163,474.925 1,118,021.118   MT  0.99991513   +0 39 36.7
 BW2421;SPC LA N     -   536,333.98  3,668,040.95   sFT  0.99991513   +0 39 36.7
 BW2421;SPC MS W     -   273,999.762   613,230.839   MT  1.00004282   -0 29 09.8
 BW2421;SPC MS W     -   898,947.55  2,011,908.18   sFT  1.00004282   -0 29 09.8
 BW2421;UTM  15      - 3,538,254.683   665,241.818   MT  0.99993675   +0 55 33.8
 BW2421
 BW2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2421!SPC LA N     -   1.00000082  x   0.99991513  =   0.99991595
 BW2421!SPC MS W     -   1.00000082  x   1.00004282  =   1.00004364
 BW2421!UTM  15      -   1.00000082  x   0.99993675  =   0.99993757
 BW2421
 BW2421|---------------------------------------------------------------------|
 BW2421| PID    Reference Object                     Distance      Geod. Az  |
 BW2421|                                                           dddmmss.s |
 BW2421| CY4371 OSCEOLA RM 1                        310.000 METERS 14404     |
 BW2421| CY4372 OSCEOLA RM 2                         15.980 METERS 24602     |
 BW2421| BW2422 OSCEOLA 2                            12.569 METERS 30453     |
 BW2421| CY4373 OSCEOLA 2 AZ MK                                    3401728.5 |
 BW2421|---------------------------------------------------------------------|
 BW2421
 BW2421                          SUPERSEDED SURVEY CONTROL
 BW2421
 BW2421  NAD 83(1992)-  31 58 05.80367(N)    091 15 04.69405(W) AD(       ) 1
 BW2421  NAD 83(1986)-  31 58 05.80625(N)    091 15 04.69357(W) AD(       ) 1
 BW2421  NAD 27      -  31 58 05.23819(N)    091 15 04.28795(W) AD(       ) 1
 BW2421  NGVD 29 (07/19/86)   21.0    (m)           69.     (f) VERT ANG       
 BW2421
 BW2421.Superseded values are not recommended for survey control.
 BW2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2421.See file dsdata.txt to determine how the superseded data were derived.
 BW2421
 BW2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6524238255(NAD 83)
 BW2421_MARKER: DS = TRIANGULATION STATION DISK
 BW2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2421
 BW2421  HISTORY     - Date     Condition        Report By
 BW2421  HISTORY     - 1929     MONUMENTED       CGS
 BW2421  HISTORY     - 1957     SEE DESCRIPTION  USGS
 BW2421  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BW2421
 BW2421                          STATION DESCRIPTION
 BW2421
 BW2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2421'ABOUT 5 MILES BY ROAD N OF ST. JOSEPH, ON THE OSCEOLA PLANTATION,
 BW2421'ABOUT 300 METERS (984 FEET) S OF LAKE BRUIN, ABOUT 200 METERS
 BW2421'(656 FEET) SW OF PLANTATION HOUSE, IN CLEARED SPACE S OF E ROW
 BW2421'OF TENANT HOUSES, 16.4 METERS (54 FEET) N OF FENCE ALONG
 BW2421'U.S. HIGHWAY 65, AND 12 METERS (39 FEET) W OF N-AND-S FENCE.
 BW2421'
 BW2421'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2421'DISKS SET IN CONCRETE.
 BW2421'
 BW2421'REFERENCE MARK NO. 1 IS 10 METERS (33 FEET) S OF CENTER LINE
 BW2421'OF U.S. HIGHWAY 65, IN CENTER OF DIRT ROAD LEADING S FROM
 BW2421'HIGHWAY 65, AND APPROXIMATELY 310 METERS (1,017 FEET) FROM
 BW2421'STATION S 35 DEG 57 MIN E.
 BW2421'
 BW2421'REFERENCE MARK NO. 2 IS 0.3 METER (1 FOOT) N OF FENCE, IN THE
 BW2421'SAME LOT AS STATION, AND 15.98 METERS (52.4 FEET) FROM STATION
 BW2421'S 66 DEG 02 MIN W.
 BW2421
 BW2421                          STATION RECOVERY (1957)
 BW2421
 BW2421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BW2421'STATION HAS BEEN DRAGGED OUT AND SETS IN HOG LOT.
 BW2421'
 BW2421'REFERENCE MARK 1 IS NOT FOUND.
 BW2421'
 BW2421'REFERENCE MARK 2 HAS BEEN DESTROYED AND IS LAYING BESIDE
 BW2421'STATION.
 BW2421
 BW2421                          STATION RECOVERY (1971)
 BW2421
 BW2421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2421'THE SURFACE DISK, REFERENCE MARKS 1 AND 2 HAVE BEEN
 BW2421'DESTROYED.  THE SUBSURFACE DISK WAS FOUND IN GOOD CONDITION.  A
 BW2421'NEW STATION MARK WAS ESTABLISHED AT THIS DATE.  A NEW OSCEOLA 2
 BW2421'WAS ESTABLISHED BEFORE THE SUBSURFACE DISK WAS FOUND AND ALL
 BW2421'HORIZONTAL DIRECTION OBSERVED.
 BW2421'
 BW2421'STATION MARKS ARE STANDARD DISK STAMPED OSCEOLA 1929 1971.  THE
 BW2421'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2421'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 87
 BW2421'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 605, 87 FEET
 BW2421'SOUTH-SOUTHEAST OF A POWERLINE POLE AND 74 FEET SOUTHEAST OF
 BW2421'THE CENTER OF A DRIVEWAY.  THE UNDERGROUND MARK IS SET IN THE
 BW2421'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BW2421'SURFACE.
 BW2421'
 BW2421'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR OSCEOLA 2 1971.
 BW2421'
 BW2421'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BW2421'
 BW2421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BW2421'4 MILES NNW OF ST. JOSEPH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2422 ***********************************************************************
 BW2422  DESIGNATION -  OSCEOLA 2
 BW2422  PID         -  BW2422
 BW2422  STATE/COUNTY-  LA/TENSAS
 BW2422  USGS QUAD   -  LAKE BRUIN (1994)
 BW2422
 BW2422                         *CURRENT SURVEY CONTROL
 BW2422  ___________________________________________________________________
 BW2422* NAD 83(1992)-  31 58 06.02746(N)    091 15 05.08974(W)     ADJUSTED  
 BW2422* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 BW2422  ___________________________________________________________________
 BW2422  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BW2422  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW2422
 BW2422  HORZ ORDER  -  FIRST
 BW2422
 BW2422.The horizontal coordinates were established by classical geodetic methods
 BW2422.and adjusted by the National Geodetic Survey in May 1994..
 BW2422
 BW2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2422
 BW2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2422
 BW2422.The geoid height was determined by GEOID03.
 BW2422
 BW2422;                    North         East     Units Scale Factor Converg.
 BW2422;SPC LA N     -   163,481.993 1,118,010.726   MT  0.99991513   +0 39 36.5
 BW2422;SPC LA N     -   536,357.17  3,668,006.86   sFT  0.99991513   +0 39 36.5
 BW2422;UTM  15      - 3,538,261.703   665,231.394   MT  0.99993671   +0 55 33.6
 BW2422
 BW2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2422!SPC LA N     -   1.00000081  x   0.99991513  =   0.99991594
 BW2422!UTM  15      -   1.00000081  x   0.99993671  =   0.99993752
 BW2422
 BW2422:                Primary Azimuth Mark                     Grid Az
 BW2422:SPC LA N     -  NEWELLTON ELEVATOR TANK                  001 25 20.5
 BW2422:UTM  15      -  NEWELLTON ELEVATOR TANK                  001 09 23.4
 BW2422
 BW2422|---------------------------------------------------------------------|
 BW2422| PID    Reference Object                     Distance      Geod. Az  |
 BW2422|                                                           dddmmss.s |
 BW2422| CP2946 NEWELLTON ELEVATOR TANK             APPROX.11.4 KM 0020457.0 |
 BW2422| CP2945 NEWELLTON MUNICIPAL TANK            APPROX.11.6 KM 0034257.2 |
 BW2422| CY4374 OSCEOLA 2 RM 3                       31.577 METERS 01902     |
 BW2422| BW2421 OSCEOLA                              12.569 METERS 12453     |
 BW2422| CY4375 OSCEOLA 2 RM 4                       27.913 METERS 29030     |
 BW2422| CY4373 OSCEOLA 2 AZ MK                                    3403300.1 |
 BW2422|---------------------------------------------------------------------|
 BW2422
 BW2422                          SUPERSEDED SURVEY CONTROL
 BW2422
 BW2422  NAD 83(1992)-  31 58 06.03703(N)    091 15 05.08674(W) AD(       ) 1
 BW2422  NAD 83(1986)-  31 58 06.03962(N)    091 15 05.08625(W) AD(       ) 1
 BW2422  NAD 27      -  31 58 05.47156(N)    091 15 04.68062(W) AD(       ) 1
 BW2422  NGVD 29 (07/19/86)   21.1    (m)           69.     (f) VERT ANG       
 BW2422
 BW2422.Superseded values are not recommended for survey control.
 BW2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2422.See file dsdata.txt to determine how the superseded data were derived.
 BW2422
 BW2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6523138262(NAD 83)
 BW2422_MARKER: DS = TRIANGULATION STATION DISK
 BW2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2422
 BW2422  HISTORY     - Date     Condition        Report By
 BW2422  HISTORY     - 1971     MONUMENTED       NGS
 BW2422
 BW2422                          STATION DESCRIPTION
 BW2422
 BW2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2422'THE STATION IS ABOUT 7.0 MILES SOUTH OF NEWELLTON, 4.0 MILES
 BW2422'NORTH-NORTHWEST OF ST. JOSEPH, IN SECTION 29, T 12 N, R 12 E, AND
 BW2422'ON LAND OWNED BY MRS. V.A. ANDERSON, 668 EAST BEACH,
 BW2422'GULFPORT, MISSISSIPPI.
 BW2422'
 BW2422'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 BW2422'STATE HIGHWAY 4, 1.0 MILE WEST OF NEWELLTON, GO SOUTH ON
 BW2422'U.S. HIGHWAY 65 FOR 4.75 MILES TO THE JUNCTION OF STATE HIGHWAY
 BW2422'607.  TURN LEFT AND GO EAST ON STATE HIGHWAY 607 FOR 0.1 MILE
 BW2422'TO THE JUNCTION OF STATE HIGHWAY 605.  TURN RIGHT AND GO SOUTH
 BW2422'ON STATE HIGHWAY 605 FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 BW2422'RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 605 FOR 1.0 MILE TO THE
 BW2422'STATION ON THE LEFT.
 BW2422'
 BW2422'STATION MARKS ARE STANDARD DISKS STAMPED OSCEOLA 2 1971.  THE
 BW2422'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2422'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 78
 BW2422'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 605, 53 FEET
 BW2422'SOUTH OF A POWERLINE POLE AND 34 FEET SOUTHEAST OF THE CENTER OF
 BW2422'A GRAVELED DRIVEWAY.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BW2422'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BW2422'SURFACE.
 BW2422'
 BW2422'REFERENCE MARK 3, A STANDARD DISK STAMPED OSCEOLA 2 NO 3 1971,
 BW2422'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BW2422'IS FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET NORTHEAST OF THE
 BW2422'POWERLINE POLE, 15 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY
 BW2422'AND 0.5 FEET SOUTHEAST OF A FENCE.
 BW2422'
 BW2422'REFERENCE MARK 4, A STANDARD DISK STAMPED OSCEOLA 2 NO 4 1971,
 BW2422'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BW2422'IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET NORTHWEST OF
 BW2422'THE CENTER OF THE DRIVEWAY, 36 FEET NORTHEAST OF THE CENTERLINE
 BW2422'OF STATE HIGHWAY 605, 5 FEET NORTHWEST OF A METAL WITNESS POST
 BW2422'AND 1 FOOT SOUTHWEST OF A FENCE.
 BW2422'
 BW2422'THE AZIMUTH MARK, A STANDARD DISK STAMPED OSCEOLA 2 1971, IS SET
 BW2422'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BW2422'FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET WEST OF THE
 BW2422'CENTERLINE OF STATE HIGHWAY 605, 18 FEET SOUTH OF THE CENTER OF A
 BW2422'DRIVEWAY, 4 FEET NORTH OF A METAL WITNESS POST AND 2 FEET
 BW2422'SOUTHEAST OF A POWERLINE POLE NUMBER 700.
 BW2422'
 BW2422'STATION MARKS ARE STANDARD DISK STAMPED OSCEOLA 1929 1971.  THE
 BW2422'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2422'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 87
 BW2422'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 605, 87 FEET
 BW2422'SOUTH-SOUTHEAST OF A POWERLINE POLE AND 74 FEET SOUTHEAST OF THE
 BW2422'CENTER OF A DRIVEWAY.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BW2422'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BW2422'SURFACE.
 BW2422'
 BW2422'RMS MEASURED WITH A 300 FOOT TAPE 6 KGS. TENSION.
 BW2422'
 BW2422'HEIGHT OF LIGHT ABOVE STATION MARK 38.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1115 ***********************************************************************
 AT1115  DESIGNATION -  OSTRICA
 AT1115  PID         -  AT1115
 AT1115  STATE/COUNTY-  LA/PLAQUEMINES
 AT1115  USGS QUAD   -  BURAS (1993)
 AT1115
 AT1115                         *CURRENT SURVEY CONTROL
 AT1115  ___________________________________________________________________
 AT1115* NAD 83(1992)-  29 22 06.01959(N)    089 31 47.27749(W)     ADJUSTED  
 AT1115* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 AT1115  **This station is located in a subsidence area (see below).
 AT1115  ___________________________________________________________________
 AT1115  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1115  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AT1115
 AT1115  HORZ ORDER  -  SECOND
 AT1115
 AT1115.The horizontal coordinates were established by classical geodetic methods
 AT1115.and adjusted by the National Geodetic Survey in January 1993..
 AT1115
 AT1115 ** The orthometric height has not been validated since last determined
 AT1115 ** by differential leveling and should not be used for control purposes.
 AT1115 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1115 ** area with valid NAVD 88 orthometric heights.
 AT1115 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1115 ** epoch indicated which incorporates improved geoid heights for the
 AT1115 ** Southern Louisiana Subsidence area.
 AT1115 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1115
 AT1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1115
 AT1115.The geoid height was determined by GEOID03.
 AT1115
 AT1115;                    North         East     Units Scale Factor Converg.
 AT1115;SPC LA S     -    97,630.336 1,175,098.104   MT  0.99998624   +0 54 06.4
 AT1115;SPC LA S     -   320,308.86  3,855,301.03   sFT  0.99998624   +0 54 06.4
 AT1115;UTM  16      - 3,251,455.326   254,434.645   MT  1.00034415   -1 14 28.7
 AT1115
 AT1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1115!SPC LA S     -   1.00000334  x   0.99998624  =   0.99998958
 AT1115!UTM  16      -   1.00000334  x   1.00034415  =   1.00034749
 AT1115
 AT1115|---------------------------------------------------------------------|
 AT1115| PID    Reference Object                     Distance      Geod. Az  |
 AT1115|                                                           dddmmss.s |
 AT1115| DD7518 OSTRICA RM 1                         14.261 METERS 08326     |
 AT1115| DD7519 OSTRICA RM 2                         17.462 METERS 12057     |
 AT1115| AT1119 BURAS MUNICIPAL TANK                APPROX. 1.5 KM 1691400.8 |
 AT1115| AT1118 BURAS MICROWAVE TOWER               APPROX. 1.4 KM 1904112.9 |
 AT1115|---------------------------------------------------------------------|
 AT1115
 AT1115                          SUPERSEDED SURVEY CONTROL
 AT1115
 AT1115  NAD 83(1986)-  29 22 06.02736(N)    089 31 47.28554(W) AD(       ) 2
 AT1115  NAD 27      -  29 22 05.23309(N)    089 31 47.07062(W) AD(       ) 2
 AT1115  NGVD 29 (07/19/86)    3.     (m)           10.     (f) VERT ANG       
 AT1115
 AT1115.Superseded values are not recommended for survey control.
 AT1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1115.See file dsdata.txt to determine how the superseded data were derived.
 AT1115
 AT1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5443551455(NAD 83)
 AT1115_MARKER: DS = TRIANGULATION STATION DISK
 AT1115_SETTING: 0 = UNSPECIFIED SETTING
 AT1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1115+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 AT1115
 AT1115  HISTORY     - Date     Condition        Report By
 AT1115  HISTORY     - 1966     MONUMENTED       CGS
 AT1115  HISTORY     - 20030819 GOOD             CHUSTZ
 AT1115
 AT1115                          STATION DESCRIPTION
 AT1115
 AT1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1115'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF EMPIRE, 0.75 MILE
 AT1115'NORTH-NORTHEAST
 AT1115'AND ACROSS THE MISSISSIPPI RIVER FROM THE TOWN OF BURAS
 AT1115'IN THE NORTH END OF THE WEST WALL
 AT1115'OF OSTRICA LOCKS, AND ON STATE OWNED
 AT1115'PROPERTY.
 AT1115'
 AT1115'THE STATION CAN BE REACHED BY BOAT OR FLOAT PLANE.
 AT1115'
 AT1115'STATION MARK, A STANDARD DISK STAMPED OSTRICA 1966, IS SET IN A
 AT1115'DRILL HOLE IN THE
 AT1115'NORTHWEST CORNER OF A CONCRETE WALL, ON THE WEST SIDE
 AT1115'OF LOCKS.  IT IS 116 FEET
 AT1115'EAST/NORTHEAST OF THE NORTHEAST CORNER OF A
 AT1115'WHITE BUILDING, 13.5 FEET SOUTHEAST OF A
 AT1115'METAL SIGNAL POLE, 8 FEET
 AT1115'SOUTH OF THE NORTH END OF THE WEST WALL, AND 3 FEET
 AT1115'NORTHWEST OF THE
 AT1115'IRON LOCK GATE.
 AT1115'
 AT1115'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OSTRICA NO 1 1966,
 AT1115'IS SET IN A DRILL
 AT1115'HOLE IN THE NORTHEAST CORNER OF A CONCRETE WALL, ON
 AT1115'THE EAST SIDE OF LOCKS.  IT IS 8
 AT1115'FEET SOUTHWEST OF A METAL LIGHT POLE,
 AT1115'8 FEET NORTH-NORTHEAST OF THE IRON LOCK GATE, AND 4
 AT1115'FEET SOUTH OF THE
 AT1115'NORTH END OF THE EAST WALL.
 AT1115'
 AT1115'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OSTRICA NO 2 1966,
 AT1115'IS SET IN A DRILL
 AT1115'HOLE IN THE CONCRETE WALL ON THE EAST SIDE OF LOCKS.
 AT1115'IT IS 42 FEET SOUTH OF THE METAL
 AT1115'LIGHT POLE, AND 5.5 FEET SOUTHEAST OF
 AT1115'THE IRON LOCK GATE.
 AT1115'
 AT1115'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 AT1115
 AT1115                          STATION RECOVERY (2003)
 AT1115
 AT1115'RECOVERY NOTE BY CHUSTZ SURVEYING INC 2003 (LAH)
 AT1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0870 ***********************************************************************
 BX0870  DESIGNATION -  OURSIDE BOLT
 BX0870  PID         -  BX0870
 BX0870  STATE/COUNTY-  LA/RAPIDES
 BX0870  USGS QUAD   -  LATANIER (1993)
 BX0870
 BX0870                         *CURRENT SURVEY CONTROL
 BX0870  ___________________________________________________________________
 BX0870* NAD 83(1986)-  31 08 43.     (N)    092 16 23.     (W)     SCALED    
 BX0870* NAVD 88     -        18.58   (+/-2cm)      61.0    (feet)  VERTCON   
 BX0870  ___________________________________________________________________
 BX0870  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX0870
 BX0870  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0870
 BX0870.The horizontal coordinates were scaled from a topographic map and have
 BX0870.an estimated accuracy of +/- 6 seconds.
 BX0870
 BX0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0870.The vertical order pertains to the NGVD 29 superseded value.
 BX0870
 BX0870.The geoid height was determined by GEOID03.
 BX0870
 BX0870;                    North         East    Units  Estimated Accuracy
 BX0870;SPC LA N     -    71,570.    1,021,640.      MT  (+/- 180 meters Scaled)
 BX0870
 BX0870                          SUPERSEDED SURVEY CONTROL
 BX0870
 BX0870  NGVD 29 (??/??/??)   18.559  (m)           60.89   (f) ADJUSTED    1 2
 BX0870
 BX0870.Superseded values are not recommended for survey control.
 BX0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0870.See file dsdata.txt to determine how the superseded data were derived.
 BX0870
 BX0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ692459(NAD 83)
 BX0870_MARKER: B = BOLT
 BX0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0870_SP_SET: SLAB
 BX0870_STAMPING: OURSIDE 1930
 BX0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0870
 BX0870  HISTORY     - Date     Condition        Report By
 BX0870  HISTORY     - 1930     MONUMENTED       DOD
 BX0870  HISTORY     - 1966     GOOD             CGS
 BX0870
 BX0870                          STATION DESCRIPTION
 BX0870
 BX0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0870'1.6 MI S FROM POLAND.
 BX0870'ABOUT 1.6 MILES SOUTH ALONG STATE ROAD 457 FROM THE HIGH SCHOOL AND
 BX0870'GRAMMAR SCHOOL AT POLAND, IN SECTION 16, T 2 N, R 2 E, ABOUT MIDWAY OF
 BX0870'A SLIGHT S-CURVE AND 29 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX0870'ROAD, AT A POINT WHERE A POWER LINE CROSSES OVER THE HIGHWAY, ABOUT 48
 BX0870'YARDS NORTHWEST OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING
 BX0870'NORTHEAST, 35 FEET SOUTHEAST OF A LONE 35-INCH PECAN TREE, 1 1/2 FEET
 BX0870'SOUTHWEST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 BX0870'ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN
 BX0870'THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO
 BX0870'WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP AND
 BX0870'PROJECTING 8 INCHES.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 BX0870'GOING 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX0870'AT ECHO, THENCE 1.6 MILES NORTH ALONG STATE ROAD 457.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0871 ***********************************************************************
 BX0871  DESIGNATION -  OURSIDE CAP
 BX0871  PID         -  BX0871
 BX0871  STATE/COUNTY-  LA/RAPIDES
 BX0871  USGS QUAD   -  LATANIER (1993)
 BX0871
 BX0871                         *CURRENT SURVEY CONTROL
 BX0871  ___________________________________________________________________
 BX0871* NAD 83(1986)-  31 08 43.     (N)    092 16 23.     (W)     SCALED    
 BX0871* NAVD 88     -        19.707  (meters)      64.66   (feet)  ADJUSTED  
 BX0871  ___________________________________________________________________
 BX0871  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX0871  DYNAMIC HT  -          19.683 (meters)      64.58  (feet)  COMP
 BX0871  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 BX0871
 BX0871  VERT ORDER  -  FIRST     CLASS I
 BX0871
 BX0871.The horizontal coordinates were scaled from a topographic map and have
 BX0871.an estimated accuracy of +/- 6 seconds.
 BX0871
 BX0871.The orthometric height was determined by differential leveling
 BX0871.and adjusted by the National Geodetic Survey in February 1994..
 BX0871
 BX0871.The geoid height was determined by GEOID03.
 BX0871
 BX0871.The dynamic height is computed by dividing the NAVD 88
 BX0871.geopotential number by the normal gravity value computed on the
 BX0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0871.degrees latitude (g = 980.6199 gals.).
 BX0871
 BX0871.The modeled gravity was interpolated from observed gravity values.
 BX0871
 BX0871;                    North         East    Units  Estimated Accuracy
 BX0871;SPC LA N     -    71,570.    1,021,640.      MT  (+/- 180 meters Scaled)
 BX0871
 BX0871                          SUPERSEDED SURVEY CONTROL
 BX0871
 BX0871  NAVD 88 (06/15/91)   19.711  (m)           64.67   (f) UNKNOWN     1 1
 BX0871  NGVD 29 (??/??/??)   19.683  (m)           64.58   (f) ADJUSTED    1 1
 BX0871
 BX0871.Superseded values are not recommended for survey control.
 BX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0871.See file dsdata.txt to determine how the superseded data were derived.
 BX0871
 BX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ692459(NAD 83)
 BX0871_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0871_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0871_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0871_STAMPING: OURSIDE 1930
 BX0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0871
 BX0871  HISTORY     - Date     Condition        Report By
 BX0871  HISTORY     - 1930     MONUMENTED       DOD
 BX0871  HISTORY     - 1966     GOOD             CGS
 BX0871  HISTORY     - 1977     GOOD             NGS
 BX0871
 BX0871                          STATION DESCRIPTION
 BX0871
 BX0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0871'1.6 MI S FROM POLAND.
 BX0871'ABOUT 1.6 MILES SOUTH ALONG STATE ROAD 457 FROM THE HIGH SCHOOL AND
 BX0871'GRAMMAR SCHOOL AT POLAND, IN SECTION 16, T 2 N, R 2 E, ABOUT MIDWAY OF
 BX0871'A SLIGHT S-CURVE AND 29 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX0871'ROAD, AT A POINT WHERE A POWER LINE CROSSES OVER THE HIGHWAY, ABOUT 48
 BX0871'YARDS NORTHWEST OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING
 BX0871'NORTHEAST, 35 FEET SOUTHEAST OF A LONE 35-INCH PECAN TREE, 1 1/2 FEET
 BX0871'SOUTHWEST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 BX0871'ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY, A 4-INCH IRON PIPE
 BX0871'BEARING A BRASS CAP AND PROJECTING 8 INCHES.  NOTE-- THIS BENCH MARK
 BX0871'CAN ALSO BE REACHED BY GOING 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 1
 BX0871'FROM THE POST OFFICE AT ECHO, THENCE 1.6 MILES NORTH ALONG STATE ROAD
 BX0871'457.
 BX0871
 BX0871                          STATION RECOVERY (1977)
 BX0871
 BX0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2837 ***********************************************************************
 AU2837  DESIGNATION -  OUT
 AU2837  PID         -  AU2837
 AU2837  STATE/COUNTY-  LA/LAFOURCHE
 AU2837  USGS QUAD   -  BARATARIA (1973)
 AU2837
 AU2837                         *CURRENT SURVEY CONTROL
 AU2837  ___________________________________________________________________
 AU2837* NAD 83(1992)-  29 39 27.01578(N)    090 13 08.86929(W)     ADJUSTED  
 AU2837* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2837  **This station is located in a subsidence area (see below).
 AU2837  ___________________________________________________________________
 AU2837  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2837  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU2837
 AU2837  HORZ ORDER  -  SECOND
 AU2837
 AU2837.The horizontal coordinates were established by classical geodetic methods
 AU2837.and adjusted by the National Geodetic Survey in January 1993..
 AU2837
 AU2837 ** The orthometric height has not been validated since last determined
 AU2837 ** by differential leveling and should not be used for control purposes.
 AU2837 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2837 ** area with valid NAVD 88 orthometric heights.
 AU2837 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2837 ** epoch indicated which incorporates improved geoid heights for the
 AU2837 ** Southern Louisiana Subsidence area.
 AU2837 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2837.The orthometric height was scaled from a topographic map.
 AU2837
 AU2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2837
 AU2837.The geoid height was determined by GEOID03.
 AU2837
 AU2837;                    North         East     Units Scale Factor Converg.
 AU2837;SPC LA S     -   128,827.932 1,107,864.750   MT  0.99994359   +0 33 25.6
 AU2837;SPC LA S     -   422,662.97  3,634,719.60   sFT  0.99994359   +0 33 25.6
 AU2837;UTM  15      - 3,284,068.958   769,178.955   MT  1.00049412   +1 22 36.6
 AU2837
 AU2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2837!SPC LA S     -   1.00000398  x   0.99994359  =   0.99994757
 AU2837!UTM  15      -   1.00000398  x   1.00049412  =   1.00049810
 AU2837
 AU2837:                Primary Azimuth Mark                     Grid Az
 AU2837:SPC LA S     -  IN                                       053 05 47.5
 AU2837:UTM  15      -  IN                                       052 16 36.5
 AU2837
 AU2837|---------------------------------------------------------------------|
 AU2837| PID    Reference Object                     Distance      Geod. Az  |
 AU2837|                                                           dddmmss.s |
 AU2837| AU2836 IN                                  APPROX. 1.6 KM 0533913.1 |
 AU2837| DD7520 OUT RM 1                             26.579 METERS 07621     |
 AU2837| DD7521 OUT RM 2                             14.326 METERS 15702     |
 AU2837|---------------------------------------------------------------------|
 AU2837
 AU2837                          SUPERSEDED SURVEY CONTROL
 AU2837
 AU2837  NAD 83(1986)-  29 39 27.03207(N)    090 13 08.87336(W) AD(       ) 2
 AU2837  NAD 27      -  29 39 26.26794(N)    090 13 08.59624(W) AD(       ) 2
 AU2837
 AU2837.Superseded values are not recommended for survey control.
 AU2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2837.See file dsdata.txt to determine how the superseded data were derived.
 AU2837
 AU2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6917984069(NAD 83)
 AU2837_MARKER: DS = TRIANGULATION STATION DISK
 AU2837_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2837_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2837
 AU2837  HISTORY     - Date     Condition        Report By
 AU2837  HISTORY     - 1934     MONUMENTED       CGS
 AU2837  HISTORY     - 1940     GOOD             LOCENG
 AU2837  HISTORY     - 1946     GOOD             CGS
 AU2837  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU2837
 AU2837                          STATION DESCRIPTION
 AU2837
 AU2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2837'STATION IS ON THE INTRACOASTAL CANAL, ABOUT 2-1/2 MILES SW
 AU2837'OF THE INTERSECTION OF THE INTRACOASTAL CANAL AND BAYOU PEROT,
 AU2837'AT A 10 DEGREE WESTERLY BEND IN THE CANAL, ON THE E SIDE OF
 AU2837'THE CANAL, ON TOP OF A SPOIL BANK, AND ABOUT 30 METERS (98
 AU2837'FEET) FROM THE CANAL EDGE.
 AU2837'
 AU2837'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 AU2837'DISKS SET IN CEMENT IN THE TOP OF TILES.
 AU2837'
 AU2837'REFERENCE MARK NO. 1 IS ON TOP OF THE CANAL SPOIL BANK, AND
 AU2837'87.20 FEET (26.58 METERS) FROM THE STATION N 76 DEG 21 MIN E.
 AU2837'
 AU2837'REFERENCE MARK NO. 2 IS ABOUT 53 METERS (174 FEET) FROM THE CANAL
 AU2837'AND 47.00 FEET (14.33 METERS) FROM THE STATION S 22 DEG
 AU2837'58 MIN E.
 AU2837'
 AU2837'STATION IN IS USED AS THE AZIMUTH MARK FOR THIS STATION.
 AU2837
 AU2837                          STATION RECOVERY (1940)
 AU2837
 AU2837'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 AU2837'RECOVERED BY THE TX CO.
 AU2837'
 AU2837'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS AT
 AU2837'THE SECOND BEND IN THE CANAL.  THE FIRST BEND IS NEAR STATION
 AU2837'IN.  CANAL BENDS SLIGHTLY TOWARD THE W NEAR OUT.  STATION
 AU2837'IS ON THE SE SIDE OF THE CANAL ON TOP OF SPOIL BANK, ABOUT
 AU2837'30 METERS FROM CANAL EDGE.  HEIGHT OF TOWER - 12 FEET.
 AU2837
 AU2837                          STATION RECOVERY (1946)
 AU2837
 AU2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 AU2837'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AU2837'THE DESCRIPTION IS ADEQUATE.  REFERENCE MARK 1 WAS TAPED AND
 AU2837'CHECKED WITH PREVIOUS MEAUREMENTS.  REFERENCE MARK 2 WAS
 AU2837'NOT RECOVERED.  EXISTING CONDITIONS WARRANT THE BELIEF IT IS
 AU2837'STILL IN PLACE BUT NOW A SUB-SURFACE MARK.
 AU2837
 AU2837                          STATION RECOVERY (1966)
 AU2837
 AU2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2837'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 AU2837'DESCRIPTION INADEQUATE AND NO EVIDENCE OF THE MARKS WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2491 ***********************************************************************
 BW2491  DESIGNATION -  OUTFLOW
 BW2491  PID         -  BW2491
 BW2491  STATE/COUNTY-  LA/CONCORDIA
 BW2491  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2491
 BW2491                         *CURRENT SURVEY CONTROL
 BW2491  ___________________________________________________________________
 BW2491* NAD 83(1992)-  31 04 17.83215(N)    091 40 49.76033(W)     ADJUSTED  
 BW2491* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 BW2491  ___________________________________________________________________
 BW2491  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BW2491  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW2491
 BW2491  HORZ ORDER  -  FIRST
 BW2491
 BW2491.The horizontal coordinates were established by classical geodetic methods
 BW2491.and adjusted by the National Geodetic Survey in May 1994..
 BW2491
 BW2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2491
 BW2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2491
 BW2491.The geoid height was determined by GEOID03.
 BW2491
 BW2491;                    North         East     Units Scale Factor Converg.
 BW2491;SPC LA N     -    63,675.937 1,078,209.286   MT  1.00002291   +0 25 59.8
 BW2491;SPC LA N     -   208,910.14  3,537,424.97   sFT  1.00002291   +0 25 59.8
 BW2491;UTM  15      - 3,438,287.455   625,879.514   MT  0.99979546   +0 40 52.0
 BW2491
 BW2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2491!SPC LA N     -   1.00000057  x   1.00002291  =   1.00002348
 BW2491!UTM  15      -   1.00000057  x   0.99979546  =   0.99979603
 BW2491
 BW2491:                Primary Azimuth Mark                     Grid Az
 BW2491:SPC LA N     -  FT ADAMS                                 084 53 48.9
 BW2491:UTM  15      -  FT ADAMS                                 084 38 56.7
 BW2491
 BW2491|---------------------------------------------------------------------|
 BW2491| PID    Reference Object                     Distance      Geod. Az  |
 BW2491|                                                           dddmmss.s |
 BW2491| BW2483 FT ADAMS                            APPROX.15.3 KM 0851948.7 |
 BW2491| BW2484 SHAW USE OLD RIVER RAD MAST         APPROX. 7.7 KM 0852305.3 |
 BW2491| CY4377 OUTFLOW RM 2                         32.425 METERS 10101     |
 BW2491| BJ5222 INNIS ATT MICROWAVE                 APPROX.22.9 KM 1780517.7 |
 BW2491| BJ5276 SIMMESPORT NEW MUN TANK             APPROX.16.7 KM 2355849.9 |
 BW2491| CY4376 OUTFLOW RM 1                         32.632 METERS 34613     |
 BW2491|---------------------------------------------------------------------|
 BW2491
 BW2491                          SUPERSEDED SURVEY CONTROL
 BW2491
 BW2491  NAD 83(1992)-  31 04 17.83196(N)    091 40 49.76063(W) AD(       ) 1
 BW2491  NAD 83(1986)-  31 04 17.84999(N)    091 40 49.75357(W) AD(       ) 1
 BW2491  NAD 27      -  31 04 17.21137(N)    091 40 49.33893(W) AD(       ) 1
 BW2491  NGVD 29 (07/19/86)   23.4    (m)           77.     (f) VERT ANG       
 BW2491
 BW2491.Superseded values are not recommended for survey control.
 BW2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2491.See file dsdata.txt to determine how the superseded data were derived.
 BW2491
 BW2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2588038287(NAD 83)
 BW2491_MARKER: DS = TRIANGULATION STATION DISK
 BW2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2491+STABILITY: SURFACE MOTION
 BW2491
 BW2491  HISTORY     - Date     Condition        Report By
 BW2491  HISTORY     - 1977     MONUMENTED       NGS
 BW2491
 BW2491                          STATION DESCRIPTION
 BW2491
 BW2491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2491'THE STATION IS ABOUT 17-1/2 MILES EAST OF MOREAUVILLE, 10 MILES
 BW2491'NORTH-NORTHEAST OF SIMMESPORT, 10 MILES NORTH OF LETTSWORTH AND
 BW2491'ON PROPERTY OF THE DEPARTMENT OF WILDLIFE AND FISHERIES, NEW
 BW2491'ORLEANS, LOUISIANA.
 BW2491'
 BW2491'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 15
 BW2491'AND 970, IN THE SMALL COMMUNITY OF KELLER, GO NORTHERLY ON
 BW2491'HIGHWAYS 15 AND 970 FOR 2.5 MILES TO THE JUNCTION OF HIGHWAY
 BW2491'970 ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 15 FOR 3.05 MILES
 BW2491'TO A CORPS OF ENGINEERS BUILDING ON THE RIGHT, JUST BEFORE
 BW2491'CROSSING A BRIDGE OVER OLD RIVER LOCKS.  CONTINUE AHEAD ON
 BW2491'HIGHWAY 15 FOR 9.2 MILES TO ANOTHER CORPS OF ENGINEERS BUILDING
 BW2491'ON THE LEFT, JUST AFTER CROSSING A BRIDGE OVER A SPILLWAY.
 BW2491'CONTINUE AHEAD ON HIGHWAY 15 FOR 0.85 MILE TO A SIDE ROAD
 BW2491'LEFT.  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD ON TOP OF A
 BW2491'LEVEE FOR 1.0 MILE TO WHERE THE LEVEE TURNS SOUTH AND THE
 BW2491'GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE WESTERLY
 BW2491'ON THE GRAVELED ROAD FOR 2.35 MILE TO A BRIDGE CROSSING
 BW2491'OVER A DITCH ON THE LEFT.  TURN LEFT AND GO SOUTH ON A DIM
 BW2491'TRACK ROAD FOR 0.75 MILE TO A LEVEE.  TURN RIGHT GETTING ON
 BW2491'TOP OF THE LEVEE AND GO WEST FOR 0.7 MILE TO THE STATION ON
 BW2491'THE RIGHT.
 BW2491'
 BW2491'THE STATION MARKS ARE STANDARD DISKS STAMPED---OUTFLOW 1977---.
 BW2491'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BW2491'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 146
 BW2491'FEET NORTH OF A TRACK ROAD AND 6 FEET NORTHEAST OF A METAL
 BW2491'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BW2491'OF CONCRETE 42 INCHES BELOW THE GROUND.
 BW2491'
 BW2491'REFERENCE MARK 1, STAMPED---OUTFLOW NO 1 1977---, IS A STANDARD
 BW2491'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BW2491'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2.0 FEET SOUTH
 BW2491'OF A METAL WITNESS POST AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 BW2491'THE STATION.
 BW2491'
 BW2491'REFERENCE MARK 2, STAMPED---OUTFLOW RM 2 1977---, IS A STANDARD
 BW2491'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BW2491'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 BW2491'IS 126 FEET NORTH OF THE TRACK ROAD, 2.0 FEET WEST OF A
 BW2491'METAL WITNESS POST AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 BW2491'STATION.
 BW2491'
 BW2491'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 BW2491'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO DIFFICULT
 BW2491'TERRAIN.
 BW2491'
 BW2491'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 38.4 METERS.
 BW2491'
 BW2491'THIS STATION WAS REACHED BY FOUR-WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2820 ***********************************************************************
 CQ2820  DESIGNATION -  OVIE
 CQ2820  PID         -  CQ2820
 CQ2820  STATE/COUNTY-  LA/OUACHITA
 CQ2820  USGS QUAD   -  EROS (1982)
 CQ2820
 CQ2820                         *CURRENT SURVEY CONTROL
 CQ2820  ___________________________________________________________________
 CQ2820* NAD 83(1992)-  32 24 36.80001(N)    092 23 01.81703(W)     ADJUSTED  
 CQ2820* NAVD 88     -        73.3    (meters)     240.     (feet)  VERTCON   
 CQ2820  ___________________________________________________________________
 CQ2820  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CQ2820  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2820
 CQ2820  HORZ ORDER  -  SECOND
 CQ2820
 CQ2820.The horizontal coordinates were established by classical geodetic methods
 CQ2820.and adjusted by the National Geodetic Survey in January 1993..
 CQ2820
 CQ2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2820
 CQ2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2820
 CQ2820.The geoid height was determined by GEOID03.
 CQ2820
 CQ2820;                    North         East     Units Scale Factor Converg.
 CQ2820;SPC LA N     -   211,804.779 1,010,926.823   MT  0.99995157   +0 03 41.1
 CQ2820;SPC LA N     -   694,896.18  3,316,682.42   sFT  0.99995157   +0 03 41.1
 CQ2820;UTM  15      - 3,586,074.191   557,939.652   MT  0.99964140   +0 19 48.9
 CQ2820
 CQ2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2820!SPC LA N     -   0.99999254  x   0.99995157  =   0.99994411
 CQ2820!UTM  15      -   0.99999254  x   0.99964140  =   0.99963394
 CQ2820
 CQ2820:                Primary Azimuth Mark                     Grid Az
 CQ2820:SPC LA N     -  OVIE AZ MK                               006 48 47.4
 CQ2820:UTM  15      -  OVIE AZ MK                               006 32 39.6
 CQ2820
 CQ2820|---------------------------------------------------------------------|
 CQ2820| PID    Reference Object                     Distance      Geod. Az  |
 CQ2820|                                                           dddmmss.s |
 CQ2820| CY4378 OVIE AZ MK                                         0065228.5 |
 CQ2820| CQ2821 OVIE LADH A PT 1971                  10.399 METERS 19334     |
 CQ2820| CY4379 OVIE RM 1                            15.653 METERS 27944     |
 CQ2820| CY4380 OVIE RM 2                            14.923 METERS 34148     |
 CQ2820|---------------------------------------------------------------------|
 CQ2820
 CQ2820                          SUPERSEDED SURVEY CONTROL
 CQ2820
 CQ2820  NAD 83(1986)-  32 24 36.81352(N)    092 23 01.80849(W) AD(       ) 2
 CQ2820  NAD 27      -  32 24 36.27436(N)    092 23 01.29643(W) AD(       ) 2
 CQ2820  NGVD 29 (07/19/86)   73.3    (m)          240.     (f) VERT ANG       
 CQ2820
 CQ2820.Superseded values are not recommended for survey control.
 CQ2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2820.See file dsdata.txt to determine how the superseded data were derived.
 CQ2820
 CQ2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5794086074(NAD 83)
 CQ2820_MARKER: DH = HORIZONTAL CONTROL DISK
 CQ2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2820_STAMPING: OVIE 1971
 CQ2820_MARK LOGO: LADH  
 CQ2820_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2820+STABILITY: SURFACE MOTION
 CQ2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2820+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 CQ2820
 CQ2820  HISTORY     - Date     Condition        Report By
 CQ2820  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2820  HISTORY     - 19900618 GOOD             LADTD
 CQ2820
 CQ2820                          STATION DESCRIPTION
 CQ2820
 CQ2820'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2820'THE STATION IS LOCATED 2.5 MILES NORTHEAST OF EROS, 7 MILES
 CQ2820'SOUTH-SOUTHWEST OF CALHOUN AND 19 MILES SOUTHWEST OF WEST MONROE,
 CQ2820'IN THE SOUTHEAST 1/4 OF SECTION 32, T17N, R1E, AND ON THE PROPERTY
 CQ2820'OWNED BY C. C. FULLER, ADDRESS ROUTE 2, BOX 14, EROS, LOUISIANA,
 CQ2820'TELEPHONE 249-3207.
 CQ2820'
 CQ2820'TO REACH THE STATION FROM THE SCHOOL BUILDING IN EROS, DRIVE
 CQ2820'NORTHEAST ALONG STATE HIGHWAY 34 FOR 2.7 MILES TO THE TOP OF A
 CQ2820'HILL AND A GRAVEL ROAD ON THE RIGHT AND LEADING SOUTH TO THE
 CQ2820'C. C. FULLER RESIDENCE.  TURN RIGHT ON THIS GRAVEL ROAD AND DRIVE
 CQ2820'0.25 MILE TO THE STATION WHICH IS SET ON THE LEFT AND EAST OF
 CQ2820'THE ROAD ON A HILL NEXT TO A POWER POLE.
 CQ2820'
 CQ2820'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ON THE
 CQ2820'GRAVEL ROAD FOR 0.25 MILE TO STATE HIGHWAY 34.  THE MARK IS SET
 CQ2820'ON THE NORTHEAST SIDE OF STATE HIGHWAY 34 IN FRONT OF A HOUSE.
 CQ2820'
 CQ2820'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2820'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2820'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CQ2820'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2820'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ2820'STAMPED OVIE 1971.  THE MARK IS 105 FEET EAST OF TELEPHONE POLE
 CQ2820'NO. 5, 94 FEET SOUTH-SOUTHEAST OF A 10 INCH PINE TREE, 86 FEET
 CQ2820'EAST OF THE CENTER OF A GRAVEL ROAD LEADING SOUTH TO THE
 CQ2820'C. C. FULLER HOUSE, 2 FEET NORTHEAST OF A POWER POLE, AND 2
 CQ2820'FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ2820'
 CQ2820'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2820'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2820'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE
 CQ2820'GROUND.  IT IS STAMPED OVIE R.M. 1 1971.  IT IS 92 FEET
 CQ2820'WEST-SOUTHWEST OF A 10 INCH PINE TREE, 52 FEET EAST OF A
 CQ2820'TELEPHONE POLE, 51 FEET WEST OF A POWER POLE, AND 34 FEET EAST OF
 CQ2820'THE CENTER OF A GRAVEL ROAD LEADING TO THE FULLER RESIDENCE.
 CQ2820'
 CQ2820'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2820'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2820'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE
 CQ2820'GROUND.  IT IS STAMPED OVIE R.M. 2 1971.  IT IS 89 FEET
 CQ2820'NORTH-NORTHEAST OF A TELEPHONE POLE, 68 FEET EAST-NORTHEAST OF
 CQ2820'THE CENTER OF A GRAVEL ROAD LEADING TO THE FULLER RESIDENCE, 50
 CQ2820'FEET NORTHWEST OF A POWER POLE, AND 47 FEET EAST-SOUTHEAST OF A
 CQ2820'10 INCH PINE TREE.
 CQ2820'
 CQ2820'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2820'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2820'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2820'GROUND.  IT IS STAMPED OVIE AZ.MK. 1971.  IT IS 83 FEET
 CQ2820'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN, 83 FEET
 CQ2820'EAST-NORTHEAST OF A FENCE CORNER, 54 FEET NORTH OF THE CENTER OF
 CQ2820'STATE HIGHWAY 34, 29 FEET EAST OF THE CENTER OF A GRAVEL DRIVE,
 CQ2820'AND 25 FEET EAST-SOUTHEAST OF A 16 INCH HICKORY TREE.
 CQ2820'
 CQ2820'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ2820
 CQ2820                          STATION RECOVERY (1990)
 CQ2820
 CQ2820'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ2820'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) SOUTHWEST OF MONROE, 7 MI
 CQ2820'(11.3 KM) SOUTH-SOUTHWEST OF CALHOUN AND 2.95 MI (4.75 KM)
 CQ2820'EAST-NORTHEAST OF EROS.  OWNERSHIP--MR.  C.  C.  FULLER, ROUTE 2, BOX
 CQ2820'14, EROS, LOUISIANA, TELEPHONE 249-3207. TO REACH THE STATION FROM THE
 CQ2820'POST OFFICE IN EROS, GO EAST FOR 2.95 MI (4.75 KM) ON STATE HIGHWAY 34
 CQ2820'TO THE JUNCTION WITH ED FULLER ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CQ2820'SOUTH FOR 0.25 MILE (0.40 KM) ON THE FULLER ROAD TO THE STATION ON THE
 CQ2820'LEFT, SET NEAR A POWER POLE. THE STATION IS 94.0 FT (28.7 M)
 CQ2820'SOUTH-SOUTHEAST FROM A 18 INCH PINE TREE, 80.0 FT (24.4 M) EAST FROM
 CQ2820'THE CENTER OF THE ROAD, 2.0 FT (0.6 M) NORTHEAST FROM A POWER POLE AND
 CQ2820'2.0 FT (0.6 M) EAST-NORTHEAST FROM A METAL WITNESS POST WITH SIGN
 CQ2820'ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M)
 CQ2820'ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2959 ***********************************************************************
 CQ2959  DESIGNATION -  OWENS
 CQ2959  PID         -  CQ2959
 CQ2959  STATE/COUNTY-  LA/CLAIBORNE
 CQ2959  USGS QUAD   -  MARSALIS (1986)
 CQ2959
 CQ2959                         *CURRENT SURVEY CONTROL
 CQ2959  ___________________________________________________________________
 CQ2959* NAD 83(1992)-  32 39 24.50359(N)    092 53 41.11915(W)     ADJUSTED  
 CQ2959* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 CQ2959  ___________________________________________________________________
 CQ2959  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CQ2959  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2959
 CQ2959  HORZ ORDER  -  FIRST
 CQ2959
 CQ2959.The horizontal coordinates were established by classical geodetic methods
 CQ2959.and adjusted by the National Geodetic Survey in January 1993..
 CQ2959
 CQ2959.The orthometric height was scaled from a topographic map.
 CQ2959
 CQ2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2959
 CQ2959.The geoid height was determined by GEOID03.
 CQ2959
 CQ2959;                    North         East     Units Scale Factor Converg.
 CQ2959;SPC LA N     -   239,210.900   962,966.850   MT  0.99999777   -0 12 31.3
 CQ2959;SPC LA N     -   784,811.09  3,159,333.74   sFT  0.99999777   -0 12 31.3
 CQ2959;UTM  15      - 3,613,246.422   509,869.408   MT  0.99960120   +0 03 24.4
 CQ2959
 CQ2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2959!SPC LA N     -   0.99998256  x   0.99999777  =   0.99998033
 CQ2959!UTM  15      -   0.99998256  x   0.99960120  =   0.99958376
 CQ2959
 CQ2959:                Primary Azimuth Mark                     Grid Az
 CQ2959:SPC LA N     -  FOGG                                     092 19 01.4
 CQ2959:UTM  15      -  FOGG                                     092 03 05.7
 CQ2959
 CQ2959|---------------------------------------------------------------------|
 CQ2959| PID    Reference Object                     Distance      Geod. Az  |
 CQ2959|                                                           dddmmss.s |
 CQ2959| CQ2930 FOGG                                APPROX.11.1 KM 0920630.1 |
 CQ2959| CY4383 OWENS RM 1                           44.193 METERS 13725     |
 CQ2959| CY4382 OWENS AZ MK                                        1911742.0 |
 CQ2959| CQ2949 ARCADIA MUNICIPAL TANK              APPROX.12.1 KM 1912433.6 |
 CQ2959| CY4384 OWENS RM 2                          137.738 METERS 22223     |
 CQ2959| CY4385 OWENS RM 3                           30.038 METERS 35041     |
 CQ2959| CY4386 OWENS RM 4                           30.038 METERS 35044     |
 CQ2959|---------------------------------------------------------------------|
 CQ2959
 CQ2959                          SUPERSEDED SURVEY CONTROL
 CQ2959
 CQ2959  NAD 83(1986)-  32 39 24.51651(N)    092 53 41.10978(W) AD(       ) 1
 CQ2959  NAD 27      -  32 39 23.97900(N)    092 53 40.54500(W) AD(       ) 1
 CQ2959
 CQ2959.Superseded values are not recommended for survey control.
 CQ2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2959.See file dsdata.txt to determine how the superseded data were derived.
 CQ2959
 CQ2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0986913246(NAD 83)
 CQ2959_MARKER: DS = TRIANGULATION STATION DISK
 CQ2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2959
 CQ2959  HISTORY     - Date     Condition        Report By
 CQ2959  HISTORY     - 1931     MONUMENTED       CGS
 CQ2959  HISTORY     - 1941     GOOD             CGS
 CQ2959  HISTORY     - 1952     GOOD             CGS
 CQ2959  HISTORY     - 1961     GOOD             CGS
 CQ2959  HISTORY     - 1970     GOOD             USAF
 CQ2959
 CQ2959                          STATION DESCRIPTION
 CQ2959
 CQ2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2959'STATION IS ABOUT 7 MILES N BY E OF ARCADIA, ON A HIGH TIMBERED
 CQ2959'RIDGE, ON LAND OWNED BY GEORGE OWNES.  TO REACH FROM ARCADIA GO
 CQ2959'W ON HIGHWAY 80 TO JUNCTION WITH HIGHWAY 12, THEN 1/4 MILE
 CQ2959'TO JUNCTION WITH HIGHWAY 488, TURN RIGHT ON HIGHWAY 488 AND
 CQ2959'FOLLOW TO A POINT 3.3 MILES FROM HIGHWAY 80, TURN RIGHT ON
 CQ2959'SANDY ROAD KEEPING LEFT FORK 0.8 MILE, AND LEFT FORK 1.6
 CQ2959'MILES TO CROSSROADS AT BURNED STORE, THEN ON 2.5 MILES TO
 CQ2959'STATION SITE, WHICH IS ON THE LEFT OF ROAD JUST BEFORE
 CQ2959'DESCENDING A STEEP GRADE.  STATION IS 15.0 METERS (49 FEET) NW
 CQ2959'OF CENTER LINE OF ROAD, 4.5 METERS (15 FEET) N OF 18-INCH
 CQ2959'BLAZED OAK TREE, AND 5.15 METERS (16.9 FEET) W OF 10-INCH
 CQ2959'PINE TREE WITH SEVERAL AX MARKS ABOUT WAIST HIGH.
 CQ2959'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 CQ2959'BRONZE DISKS SET IN CONCRETE.
 CQ2959'REFERENCE MARK NO. 1 IS ACROSS THE ROAD, 14.205 METERS (46.60
 CQ2959'FEET) FROM STATION S 42 DEG 34 MIN E.  REFERENCE
 CQ2959'MARK NO. 2 IS 8 METERS (26 FEET) SE OF CENTER LINE OF ROAD,
 CQ2959'12.3 METERS (40 FEET) E OF 20-INCH OAK STUMP WITH MAIL
 CQ2959'BOX NAILED TO IT, AND 135 PACES FROM STATION,
 CQ2959'S 42 DEG 23 MIN W.
 CQ2959
 CQ2959                          STATION RECOVERY (1941)
 CQ2959
 CQ2959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2959'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 CQ2959'CONDITION.  DESCRIPTION ADEQUATE.
 CQ2959'
 CQ2959'A WHITE REFERENCE POST WAS SET 6 FEET WSW OF THE STATION.
 CQ2959'
 CQ2959'THE DISTANCES TO THE REFERENCE MARKS WERE FOUND TO BE IN
 CQ2959'ERROR AND THE DISTANCES GIVEN BELOW WERE MEASURED CAREFULLY
 CQ2959'AND CHECKED.
 CQ2959'
 CQ2959'A NEW AZIMUTH MARK, A STANDARD BRONZE DISK SET IN A SQUARE
 CQ2959'CONCRETE MONUMENT IS STAMPED OWENS 1941 AND PROJECTS 6 INCHES.
 CQ2959'IT IS 6 FEET S OF A WHITE REFERENCE POST, 15 FEET W OF THE
 CQ2959'CENTER OF A N-S ROAD AND 6 FEET N OF A SMALL PECAN TREE.
 CQ2959'
 CQ2959'A LARGE AMOUNT OF CLEARING WILL BE NECESSARY TO SEE THE
 CQ2959'AZIMUTH MARK FROM THE GROUND.
 CQ2959'
 CQ2959'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S 0.5 MILE
 CQ2959'TO A DIRT ROAD LEFT, TURN LEFT AND GO 0.2 MILE TO THE AZIMUTH
 CQ2959'MARK ON THE RIGHT.
 CQ2959
 CQ2959                          STATION RECOVERY (1952)
 CQ2959
 CQ2959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2959'THE STATION MARK, REFERENCE MARK, AND AZIMUTH MARK WERE
 CQ2959'RECOVERED IN GOOD CONDITION.
 CQ2959'
 CQ2959'REFERENCE MARK 2 WAS NOT FOUND AFTER A THOROUGH SEARCH.  A
 CQ2959'NEW REFERENCE MARK WAS ESTABLISHED BY THIS PARTY.  A COMPLETE
 CQ2959'NEW DESCRIPTION FOLLOWS.
 CQ2959'
 CQ2959'THE STATION IS ABOUT 11 MILES NORTHWEST OF SIMSBORO, 8 MILES
 CQ2959'NORTH OF ARCADIA, ON LAND OWNED BY GEORGE OWENS.  IT IS 56
 CQ2959'FEET NORTH OF THE CENTER OF THE HIGHWAY, 15.5 FEET NORTHEAST
 CQ2959'OF AN 18-INCH OAK TREE, AND 10 FEET NORTH OF A 4 IN X 4 IN
 CQ2959'WHITE WITNESS POST.
 CQ2959'
 CQ2959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CQ2959'AND STATE HIGHWAY 12 ON THE WEST EDGE OF ARCADIA, GO NORTH
 CQ2959'ON STATE HIGHWAY 12 FOR 0.5 MILE, TURN RIGHT (NORTHERLY)
 CQ2959'ON STATE HIGHWAY 488 FOR 3.4 MILES TO A Y-JUNCTION WITH
 CQ2959'STATE HIGHWAY 565-H, TURN RIGHT (NORTHEASTERLY) ON STATE
 CQ2959'HIGHWAY 565-H, WHICH IS A GRAVELED ROAD, FOR 1.9 MILES TO
 CQ2959'AN INTERSECTION OF 4 ROADS, CONTINUE NORTHEASTERLY FOR 2.1
 CQ2959'MILES TO THE TOP OF A LONG GRADE AND THE STATION ON THE LEFT
 CQ2959'AS DESCRIBED.
 CQ2959'
 CQ2959'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWESTERLY
 CQ2959'ON THE HIGHWAY FOR 0.5 MILE TO A CROSS ROAD, TURN LEFT (SOUTH)
 CQ2959'AND FOLLOW A DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 CQ2959'THE RIGHT AS DESCRIBED.
 CQ2959'
 CQ2959'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ2959'OWENS 1931.
 CQ2959'
 CQ2959'REFERENCE MARK 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2959'OWENS.
 CQ2959'
 CQ2959'REFERENCE MARK 3 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2959'OWENS NO 3 1931.
 CQ2959'
 CQ2959'THE AZIMUTH MARK IS ABOUT 200 FEET NORTHWEST OF A FARMHOUSE,
 CQ2959'17 FEET SOUTHWEST OF THE CENTER OF THE ROAD, AND 6 FEET SOUTHEAST
 CQ2959'OF A 4 IN X 4 IN WHITE WITNESS POST.  THE MARK PROJECTS 6
 CQ2959'INCHES AND THE DISK IS STAMPED OWENS 1931.
 CQ2959'
 CQ2959'HEIGHT OF LIGHT PLATE ABOVE STATION MARK - 26 METERS.
 CQ2959
 CQ2959                          STATION RECOVERY (1961)
 CQ2959
 CQ2959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 CQ2959'THE STATION WAS VISITED 5-3-61 AND THE STATION, REFERENCE
 CQ2959'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CQ2959'REFERENCE MARK NO. 3 WAS FOUND UPROOTED AND THE DISK GONE,
 CQ2959'THE MONUMENT WAS PLACED IN THE GROUND AND A NEW DISK SET IN
 CQ2959'A DRILL HOLE AND USED AS REFERENCE MARK NO. 4.  THE ENTIRE
 CQ2959'TOP OF THE HILL HAS BEEN STRIPED OFF AND USED TO STOCKPILE
 CQ2959'MATERIAL IN BUILDING THE NEW ROAD PAST THE STATION.  THE
 CQ2959'STATION MARK NOW SETS ON A SMALL MOUND OF DIRT ABOUT 8 FEET
 CQ2959'IN DIAMETER AND ABOUT A FOOT HIGH.  THE AZIMUTH MARK IS
 CQ2959'OBSTRUCTED FROM THE STATION BY DENSE GROWTH OF TIMBER.  A
 CQ2959'NEW DESCRIPTION FOLLOWS--
 CQ2959'
 CQ2959'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF SIMSBORO
 CQ2959'AND 8 MILES NORTH OF ARCADIA, ON THE TOP OF A BARE HILL, THE
 CQ2959'HIGHEST IN THE VICINITY, WHERE STATE HIGHWAY SLOPES TO THE
 CQ2959'SOUTHEAST AND THE WEST.  IT IS 58 FEET NORTH OF THE CENTER
 CQ2959'OF STATE HIGHWAY 533, 82 FEET EAST OF WHERE THE HILL SLOPES
 CQ2959'TO THE WEST, IN THE SOUTHWEST SECTION OF THE LARGE OPEN AREA
 CQ2959'ON THE TOP OF THE HILL, 1.5 FEET NORTH OF A METAL WITNESS
 CQ2959'POST AND IN THE CENTER OF A SMALL MOUND OF DIRT ABOUT 8
 CQ2959'FEET IN DAIMETER.  IT IS A STANDARD DISK, STAMPED OWENS
 CQ2959'1931, PROJECTING 2 INCHES.
 CQ2959'
 CQ2959'REFERENCE MARK NO. 1 IS 144.99 FEET SOUTHEAST OF THE STATION,
 CQ2959'85 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 533 AND 1 FOOT
 CQ2959'SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CQ2959'OWENS NO 1 1931, PROJECTING 2 INCHES.
 CQ2959'
 CQ2959'REFERENCE MARK NO. 4 IS 98.55 FEET NORTH OF THE STATION, 156
 CQ2959'FEET NORTH OF THE CENTER OF THE HIGHWAY, 66 FEET EAST OF WHERE THE
 CQ2959'HILL SLOPES TO THE WEST AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CQ2959'IT IS A STANDARD DISK, STAMPED OWENS NO 4 1931, PROJECTING 6
 CQ2959'INCHES.
 CQ2959'
 CQ2959'THE AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION, 288 FEET
 CQ2959'NORTH-NORTHWEST OF A FARM HOUSE, 242 FEET NORTH-NORTHWEST
 CQ2959'OF A WELL, 17 FEET WEST OF THE CENTER OF A DIRT ROAD, AND 1 FOOT
 CQ2959'WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CQ2959'OWENS 1941, PROJECTING 6 INCHES.
 CQ2959'
 CQ2959'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAY 80
 CQ2959'AND STATE HIGHWAY 9 AT ARCADIA, GO NORTH AND NORTHWEST ON
 CQ2959'STATE HIGHWAY 9 FOR 0.7 MILE TO THE JUNCTION WITH STATE
 CQ2959'HIGHWAY 519, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 519
 CQ2959'FOR 0.75 MILE TO THE INTERSTATE HIGHWAY, CROSS HIGHWAY AND
 CQ2959'CONTINUE NORTH FOR 3.4 MILES TO THE JUNCTION WITH STATE HIGHWAY
 CQ2959'533, TURN RIGHT AND GO NORTHEAST FOR 4.3 MILES TO THE TOP
 CQ2959'OF A LONG G GRADE AND THE STATION ON THE LEFT.
 CQ2959'
 CQ2959'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST AND SOUTHWEST
 CQ2959'ON STATE HIGHWAY 533 FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN
 CQ2959'LEFT AND GO SOUTH ON DIRT ROAD FOR 0.2 MILE TO THE MARK ON
 CQ2959'THE RIGHT.
 CQ2959
 CQ2959                          STATION RECOVERY (1970)
 CQ2959
 CQ2959'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2959'STATION, REFERENCE MARKS 1 AND 4, AND THE AZIMUTH MARK WERE
 CQ2959'FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS
 CQ2959'NOT VISIBLE FROM STATION SITE DUE TO TREES.
 CQ2959'
 CQ2959'ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4330 ***********************************************************************
 BJ4330  DESIGNATION -  OWL
 BJ4330  PID         -  BJ4330
 BJ4330  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4330  USGS QUAD   -  MANCHAC (1979)
 BJ4330
 BJ4330                         *CURRENT SURVEY CONTROL
 BJ4330  ___________________________________________________________________
 BJ4330* NAD 83(1992)-  30 20 19.98331(N)    090 24 41.00822(W)     ADJUSTED  
 BJ4330* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 BJ4330  ___________________________________________________________________
 BJ4330  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BJ4330  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BJ4330
 BJ4330  HORZ ORDER  -  SECOND
 BJ4330
 BJ4330.The horizontal coordinates were established by classical geodetic methods
 BJ4330.and adjusted by the National Geodetic Survey in January 1993..
 BJ4330
 BJ4330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4330
 BJ4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4330
 BJ4330.The geoid height was determined by GEOID03.
 BJ4330
 BJ4330;                    North         East     Units Scale Factor Converg.
 BJ4330;SPC LA S     -   204,187.563 1,088,644.976   MT  0.99994308   +0 27 39.5
 BJ4330;SPC LA S     -   669,905.36  3,571,662.73   sFT  0.99994308   +0 27 39.5
 BJ4330;UTM  15      - 3,359,178.200   748,854.458   MT  1.00036407   +1 18 29.6
 BJ4330
 BJ4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4330!SPC LA S     -   1.00000403  x   0.99994308  =   0.99994711
 BJ4330!UTM  15      -   1.00000403  x   1.00036407  =   1.00036811
 BJ4330
 BJ4330|---------------------------------------------------------------------|
 BJ4330| PID    Reference Object                     Distance      Geod. Az  |
 BJ4330|                                                           dddmmss.s |
 BJ4330| CW2165 OWL RM 1                             10.985 METERS 02152     |
 BJ4330| BJ4329 OWL LDH 1973 RM 2                     8.657 METERS 12714     |
 BJ4330| CW2164 OWL AZ MK                                          1701108.8 |
 BJ4330|---------------------------------------------------------------------|
 BJ4330
 BJ4330                          SUPERSEDED SURVEY CONTROL
 BJ4330
 BJ4330  NAD 83(1986)-  30 20 19.99930(N)    090 24 41.00776(W) AD(       ) 2
 BJ4330  NAD 27      -  30 20 19.29840(N)    090 24 40.70324(W) AD(       ) 2
 BJ4330  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 BJ4330
 BJ4330.Superseded values are not recommended for survey control.
 BJ4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4330.See file dsdata.txt to determine how the superseded data were derived.
 BJ4330
 BJ4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4885459178(NAD 83)
 BJ4330_MARKER: DD = SURVEY DISK
 BJ4330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4330
 BJ4330  HISTORY     - Date     Condition        Report By
 BJ4330  HISTORY     - 1973     MONUMENTED       LADH
 BJ4330
 BJ4330                          STATION DESCRIPTION
 BJ4330
 BJ4330'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ4330'THE STATION IS LOCATED 7 MILES SOUTH OF PONCHATOULA, 4 MILES NORTH OF
 BJ4330'MANCHAC, IN THE NORTHWEST 1/4 OF SECTION 21, T8S, R8E, AND ON THE
 BJ4330'PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4330'
 BJ4330'TO REACH THE STATION FROM THE SOUTH END OF THE PASS MANCHAC BRIDGE ON
 BJ4330'U.S. HIGHWAY 51 IN MANCHAC GO NORTH ON U.S. HIGHWAY 51 FOR 4.1
 BJ4330'MILES.  THE STATION IS SET ON THE RIGHT AND EAST OF THE HIGHWAY IN AN
 BJ4330'OLD ROAD BED NEAR A POWER POLE.
 BJ4330'
 BJ4330'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG U.S.
 BJ4330'HIGHWAY 51 FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND EAST OF
 BJ4330'THE HIGHWAY NEAR A GROUP OF CULVERTS.
 BJ4330'
 BJ4330'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4330'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4330'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4330'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4330'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4330'STAMPED OWL 1973.  THE MARK IS 358 FEET NORTH OF A POWER POLE, 239
 BJ4330'FEET SOUTH OF A POWER POLE, 165 FEET WEST OF THE WEST RAIL ON THE
 BJ4330'MAIN LINE OF THE ILLINOIS CENTRAL RAILROAD, 77 FEET EAST OF THE
 BJ4330'CENTER OF U.S.  HIGHWAY 51, 11 FEET SOUTH OF A 10 INCH FORKED
 BJ4330'WILLOW TREE, AND 3 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ4330'
 BJ4330'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4330'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4330'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4330'STAMPED OWL R.M. 1 1973.  IT IS 388 FEET NORTH-NORTHEAST OF A
 BJ4330'POWER POLE, 209 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 134 FEET
 BJ4330'EAST OF THE CENTER OF U. S. HIGHWAY 51.
 BJ4330'
 BJ4330'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4330'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4330'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4330'STAMPED OWL R.M. 2 1973.  IT IS 337 FEET NORTH-NORTHEAST OF A
 BJ4330'POWER POLE, 260 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 135 FEET
 BJ4330'EAST OF THE CENTER OF U.S. HIGHWAY 51.
 BJ4330'
 BJ4330'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4330'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4330'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4330'STAMPED OWL AZ. MK. 1973.  IT IS 108 FEET NORTH OF A POWER POLE,
 BJ4330'66 FEET EAST OF THE CENTER OF U.S. HIGHWAY 51, 65 FEET SOUTH OF
 BJ4330'THE SOUTHEAST CORNER OF A CONCRETE HEADWALL ON A CULVERT, AND 3
 BJ4330'FEET EAST OF A METAL WITNESS POST AND SIGN.
 BJ4330'
 BJ4330'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2175 ***********************************************************************
 BX2175  DESIGNATION -  OXFORD RM 1
 BX2175  PID         -  BX2175
 BX2175  STATE/COUNTY-  LA/DE SOTO
 BX2175  USGS QUAD   -  TRENTON (1995)
 BX2175
 BX2175                         *CURRENT SURVEY CONTROL
 BX2175  ___________________________________________________________________
 BX2175* NAD 83(1986)-  31 55 33.     (N)    093 37 47.     (W)     SCALED    
 BX2175* NAVD 88     -        78.81   (+/-2cm)     258.6    (feet)  VERTCON   
 BX2175  ___________________________________________________________________
 BX2175  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX2175
 BX2175  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2175
 BX2175.The horizontal coordinates were scaled from a topographic map and have
 BX2175.an estimated accuracy of +/- 6 seconds.
 BX2175
 BX2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2175.The vertical order pertains to the NGVD 29 superseded value.
 BX2175
 BX2175.The geoid height was determined by GEOID03.
 BX2175
 BX2175;                    North         East    Units  Estimated Accuracy
 BX2175;SPC LA N     -   158,650.      893,170.      MT  (+/- 180 meters Scaled)
 BX2175
 BX2175                          SUPERSEDED SURVEY CONTROL
 BX2175
 BX2175  NGVD 29 (??/??/??)   78.861  (m)          258.73   (f) ADJUSTED    1 2
 BX2175
 BX2175.Superseded values are not recommended for survey control.
 BX2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2175.See file dsdata.txt to determine how the superseded data were derived.
 BX2175
 BX2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR404323(NAD 83)
 BX2175_MARKER: DR = REFERENCE MARK DISK
 BX2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2175_STAMPING: R. M. NO. 1 OXFORD 1919
 BX2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2175+STABILITY: SURFACE MOTION
 BX2175
 BX2175  HISTORY     - Date     Condition        Report By
 BX2175  HISTORY     - 1919     MONUMENTED       CGS
 BX2175  HISTORY     - 1938     GOOD             CGS
 BX2175  HISTORY     - 19970112 GOOD             USPSQD
 BX2175
 BX2175                          STATION DESCRIPTION
 BX2175
 BX2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2175'0.2 MI SE FROM OXFORD.
 BX2175'ABOUT 0.2 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2175'STATION AT OXFORD, DE SOTO PARISH, ABOUT 109 FEET WEST-SOUTHWEST OF
 BX2175'TRIANGULATION STATION OXFORD, DESCRIBED ABOVE, AT THE EAST CORNER OF A
 BX2175'HOME SITE, AND 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 BX2175'REFERENCE-MARK DISK, STAMPED OXFORD NO 1 1919 AND SET IN THE TOP OF A
 BX2175'CONCRETE POST.
 BX2175
 BX2175                          STATION RECOVERY (1997)
 BX2175
 BX2175'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2176 ***********************************************************************
 BX2176  DESIGNATION -  OXFORD RM 2
 BX2176  PID         -  BX2176
 BX2176  STATE/COUNTY-  LA/DE SOTO
 BX2176  USGS QUAD   -  TRENTON (1995)
 BX2176
 BX2176                         *CURRENT SURVEY CONTROL
 BX2176  ___________________________________________________________________
 BX2176* NAD 83(1986)-  31 55 35.     (N)    093 37 48.     (W)     SCALED    
 BX2176* NAVD 88     -        78.99   (+/-2cm)     259.2    (feet)  VERTCON   
 BX2176  ___________________________________________________________________
 BX2176  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX2176
 BX2176  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2176
 BX2176.The horizontal coordinates were scaled from a topographic map and have
 BX2176.an estimated accuracy of +/- 6 seconds.
 BX2176
 BX2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2176.The vertical order pertains to the NGVD 29 superseded value.
 BX2176
 BX2176.The geoid height was determined by GEOID03.
 BX2176
 BX2176;                    North         East    Units  Estimated Accuracy
 BX2176;SPC LA N     -   158,710.      893,150.      MT  (+/- 180 meters Scaled)
 BX2176
 BX2176                          SUPERSEDED SURVEY CONTROL
 BX2176
 BX2176  NGVD 29 (??/??/??)   79.039  (m)          259.31   (f) ADJUSTED    1 2
 BX2176
 BX2176.Superseded values are not recommended for survey control.
 BX2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2176.See file dsdata.txt to determine how the superseded data were derived.
 BX2176
 BX2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR404324(NAD 83)
 BX2176_MARKER: DR = REFERENCE MARK DISK
 BX2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2176_STAMPING: R. M. NO.2 OXFORD 1919
 BX2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2176+STABILITY: SURFACE MOTION
 BX2176
 BX2176  HISTORY     - Date     Condition        Report By
 BX2176  HISTORY     - 1919     MONUMENTED       CGS
 BX2176  HISTORY     - 1938     GOOD             CGS
 BX2176  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 BX2176
 BX2176                          STATION DESCRIPTION
 BX2176
 BX2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2176'0.2 MI SE FROM OXFORD.
 BX2176'ABOUT 0.2 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2176'STATION AT OXFORD, DE SOTO PARISH, 84 FEET NORTHWEST OF TRIANGULATION
 BX2176'STATION OXFORD, DESCRIBED ABOVE, AND 32 FEET SOUTHWEST OF THE CENTER
 BX2176'LINE OF THE TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED OXFORD NO
 BX2176'2 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX2176
 BX2176                          STATION RECOVERY (1997)
 BX2176
 BX2176'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2174 ***********************************************************************
 BX2174  DESIGNATION -  OXFORD=Y 10
 BX2174  PID         -  BX2174
 BX2174  STATE/COUNTY-  LA/DE SOTO
 BX2174  USGS QUAD   -  TRENTON (1995)
 BX2174
 BX2174                         *CURRENT SURVEY CONTROL
 BX2174  ___________________________________________________________________
 BX2174* NAD 83(1992)-  31 55 33.59184(N)    093 37 47.77579(W)     ADJUSTED  
 BX2174* NAVD 88     -        77.83   (+/-2cm)     255.3    (feet)  VERTCON   
 BX2174  ___________________________________________________________________
 BX2174  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BX2174  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX2174
 BX2174  HORZ ORDER  -  FIRST
 BX2174  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2174
 BX2174.The horizontal coordinates were established by classical geodetic methods
 BX2174.and adjusted by the National Geodetic Survey in January 1993..
 BX2174
 BX2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2174.The vertical order pertains to the NGVD 29 superseded value.
 BX2174
 BX2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2174
 BX2174.The geoid height was determined by GEOID03.
 BX2174
 BX2174;                    North         East     Units Scale Factor Converg.
 BX2174;SPC LA N     -   158,664.318   893,154.013   MT  0.99991475   -0 35 50.6
 BX2174;SPC LA N     -   520,551.18  2,930,289.46   sFT  0.99991475   -0 35 50.6
 BX2174;UTM  15      - 3,532,406.266   440,450.743   MT  0.99964373   -0 19 59.3
 BX2174
 BX2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2174!SPC LA N     -   0.99999185  x   0.99991475  =   0.99990660
 BX2174!UTM  15      -   0.99999185  x   0.99964373  =   0.99963558
 BX2174
 BX2174|---------------------------------------------------------------------|
 BX2174| PID    Reference Object                     Distance      Geod. Az  |
 BX2174|                                                           dddmmss.s |
 BX2174| CV8965 OXFORD RM                            33.133 METERS 24550     |
 BX2174| BX3016 GLEASON                             APPROX. 4.9 KM 3313327.8 |
 BX2174|---------------------------------------------------------------------|
 BX2174
 BX2174                          SUPERSEDED SURVEY CONTROL
 BX2174
 BX2174  NAD 83(1986)-  31 55 33.60236(N)    093 37 47.77226(W) AD(       ) 1
 BX2174  NAD 27      -  31 55 33.01300(N)    093 37 47.11900(W) AD(       ) 1
 BX2174  NGVD 29 (??/??/??)   77.877  (m)          255.50   (f) ADJUSTED    1 2
 BX2174
 BX2174.Superseded values are not recommended for survey control.
 BX2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2174.See file dsdata.txt to determine how the superseded data were derived.
 BX2174
 BX2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR4045132406(NAD 83)
 BX2174_MARKER: DS = TRIANGULATION STATION DISK
 BX2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2174_STAMPING: OXFORD 1919
 BX2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2174+STABILITY: SURFACE MOTION
 BX2174
 BX2174  HISTORY     - Date     Condition        Report By
 BX2174  HISTORY     - 1919     MONUMENTED       CGS
 BX2174  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BX2174  HISTORY     - 1938     GOOD             CGS
 BX2174  HISTORY     - 1943     GOOD             USE
 BX2174  HISTORY     - 1949     GOOD             CGS
 BX2174  HISTORY     - 1968     GOOD             CGS
 BX2174  HISTORY     - 1984     GOOD             LADTD
 BX2174
 BX2174                          STATION DESCRIPTION
 BX2174
 BX2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2174'STATION IS ABOUT 200 METERS (656 FEET) SE OF OXFORD STATION
 BX2174'OF THE TEXAS AND PACIFIC RAILWAY, AND 9.62 METERS (31.56 FEET)
 BX2174'SW OF CENTER OF THE TRACKS, AT POINT OF INTERSECTION OF TANGENTS
 BX2174'TO S RAIL FROM W AND N RAIL TO E.
 BX2174'
 BX2174'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2174'DISKS SET IN CONCRETE.
 BX2174'
 BX2174'REFERENCE MARK IS 33.133 METERS (108.70 FEET) FROM STATION
 BX2174'S 65 DEG 50 MIN W.
 BX2174
 BX2174                          STATION RECOVERY (1935)
 BX2174
 BX2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2174'SURFACE MARK DESTROYED.  THE UNDERGROUND MARK, A BOTTLE, WAS
 BX2174'RESET 30 INCHES BELOW SURFACE IN A MASS OF CONCRETE 14 BY 14
 BX2174'BY 9 INCHES.  OVER THIS WAS SET A STANDARD CONCRETE PIER, 14
 BX2174'BY 14 BY 20 INCHES, WITH STANDARD BRONZE DISK STAMPED OXFORD
 BX2174'1919 AT SURFACE.
 BX2174'
 BX2174'REFERENCE MARK NO. 1 (1919) RECOVERED.  IT IS A STANDARD
 BX2174'BRONZE DISK SET IN A 10-BY 10-INCH CONCRETE PIER, 3 FEET NE
 BX2174'OF FENCE CORNER AND 33 FEET S OF S SIDE OF GRAVEL HIGHWAY
 BX2174'ON SW SIDE OF TEXAS AND PACIFIC RAILROAD, 33.133 METERS
 BX2174'(108.70 FEET) FROM STATION IN S 65 DEG 50 MIN W.  IT IS
 BX2174'STAMPED OXFORD 1919.
 BX2174'
 BX2174'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX2174'A 14-BY 14-BY 30-INCH CONCRETE PIER, ON RAILROAD RIGHT-OF-WAY,
 BX2174'29.6 FEET SW OF SW RAIL AND 113 FEET SW OF RAILROAD SWITCH,
 BX2174'25.545 METERS (83.82 FEET) FROM STATION N 33 DEG 47 MIN E.
 BX2174'IT IS STAMPED OXFORD 1935.
 BX2174'
 BX2174'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1, 38.258 METERS
 BX2174'(125.53 FEET) S 24 DEG 42 MIN W.
 BX2174
 BX2174                          STATION RECOVERY (1938)
 BX2174
 BX2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 BX2174'0.2 MI SE FROM OXFORD.
 BX2174'ABOUT 0.2 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2174'STATION AT OXFORD, DE SOTO PARISH, AT A CURVE, AT THE INTERSECTION OF
 BX2174'THE PROLONGATIONS OF THE SOUTHWEST RAIL OF THE NORTHWEST TANGENT AND
 BX2174'THE NORTHEAST RAIL OF THE SOUTHEAST TANGENT, AND 31.6 FEET SOUTHWEST
 BX2174'OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 BX2174'TRIANGULATION-STATION DISK, STAMPED OXFORD 1919 AND SET IN THE TOP OF
 BX2174'A CONCRETE POST.
 BX2174
 BX2174                          STATION RECOVERY (1943)
 BX2174
 BX2174'RECOVERY NOTE BY US ENGINEERS 1943
 BX2174'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BX2174'CONDITION AS DESCRIBED.
 BX2174
 BX2174                          STATION RECOVERY (1949)
 BX2174
 BX2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 BX2174'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 BX2174'IN GOOD CONDITION.  TRAVERSE STATION.
 BX2174
 BX2174                          STATION RECOVERY (1968)
 BX2174
 BX2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 BX2174'THE STATION SITE WAS VISITED AND THE STATION MARK AND BOTH
 BX2174'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE RAILROAD
 BX2174'TRACKS HAVE BEEN REMOVED AND THE STATION IS NOW IN THICK PINE
 BX2174'WOODS BETWEEN THE OLD RAILROAD GRADE AND STATE HIGHWAY 513
 BX2174'AND ACROSS THE HIGHWAY FROM MR. L.M. WEBSTERS HOUSE.  MR.
 BX2174'WEBSTER IS THE POSTMASTER IN OXFORD AND ALSO KNOWS THE LOCATION
 BX2174'OF THE STATION.
 BX2174'
 BX2174'TO REACH THE STATION FROM THE POST OFFICE IN THE NORTH ANGLE
 BX2174'OF THE JUNCTION OF STATE HIGHWAYS 346 AND 513 IN THE SMALL
 BX2174'COMMUNITY OF OXFORD, GO SOUTHEAST ON STATE HIGHWAY 513 FOR
 BX2174'0.1 MILE TO POINT WHERE HIGHWAY CROSSES OLD RAILROAD GRADE,
 BX2174'CONTINUE AHEAD ON HIGHWAY 0.05 MILE TO MR. WEBSTERS HOUSE ON
 BX2174'THE RIGHT AND THE STATION ON THE LEFT.
 BX2174'
 BX2174'THE STATION MARK IS A STANDARD DISK, STAMPED OXFORD 1919,
 BX2174'SET IN THE TOP OF A 20 INCH SQUARE CONCRETE POST THAT IS FLUSH
 BX2174'WITH THE GROUND.  IT IS 58 FEET NORTHEAST OF THE CENTERLINE
 BX2174'OF STATE HIGHWAY 513, 32 FEET SOUTHWEST OF THE CENTER OF THE
 BX2174'OLD RAILROAD GRADE, 24-1/2 FEET WEST-NORTHWEST OF THE SOUTHWEST
 BX2174'END OF CONCRETE PIPE CULVERT UNDER OLD RAILROAD GRADE AND
 BX2174'19.5 FEET NORTHEAST OF WITNESS SIGN NAILED TO PINE TREE.
 BX2174'
 BX2174'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED OXFORD R.M.
 BX2174'1 1919, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 BX2174'PROJECTS 2 INCHES.  IT IS IN THE EAST CORNER OF THE FRONT
 BX2174'YARD OF MR. L.M. WEBSTER, 91.2 FEET EAST OF THE EAST CORNER
 BX2174'OF HIS HOUSE, 47.8 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BX2174'HIGHWAY AND 30.4 FEET NORTHWEST OF GAS METER.
 BX2174'
 BX2174'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED OXFORD R.M.
 BX2174'2 1919, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT
 BX2174'IS FLUSH WITH THE GROUND.  IT IS IN PINE WOODS BETWEEN THE
 BX2174'HIGHWAY AND THE OLD RAILROAD GRADE, 34 FEET SOUTHWEST OF THE
 BX2174'CENTER OF THE GRADE, 65 FEET NORTHEAST OF THE CENTERLINE
 BX2174'OF THE HIGHWAY, 1 FOOT NORTHWEST OF 6 INCH PINE TREE WITH A
 BX2174'METAL WITNESS SIGN NAILED TO IT AND ACROSS THE HIGHWAY,
 BX2174'DIRECTLY OPPOSITE OF MR. WEBSTERS HOUSE.
 BX2174'
 BX2174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OXFORD
 BX2174
 BX2174                          STATION RECOVERY (1984)
 BX2174
 BX2174'RECOVERY NOTE BY LA TRANSP AND DEV 1984 (JEG)
 BX2174'OXFORD-1919 RECOVERED GOOD.
 BX2174'
 BX2174'NOTE NEW DESC. - 58 FEET EAST CENTERLINE B.T. HWY. LA 513.
 BX2174'108.70 FEET FROM R.M. NO. 1 (OXFORD).
 BX2174'200 FEET S.E. OF WOODEN FR. RES.
 BX2174'
 BX2174'OXFORD - R.M. NO. 1 RECOVERED GOOD.
 BX2174'
 BX2174'NOTE NEW DESC. - 92 FEET S.E. ON WOODEN FR. RES.
 BX2174'30 FEET NORTH OF GAS METER.
 BX2174'40 FEET N.W. OF FC. COR.
 BX2174'48 FEET WEST CENTERLINE R.T. HWY. LA. 513.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2439 ***********************************************************************
 AU2439  DESIGNATION -  OYSTER
 AU2439  PID         -  AU2439
 AU2439  STATE/COUNTY-  LA/TERREBONNE
 AU2439  USGS QUAD   -  OYSTER BAYOU (1974)
 AU2439
 AU2439                         *CURRENT SURVEY CONTROL
 AU2439  ___________________________________________________________________
 AU2439* NAD 83(1992)-  29 12 58.50634(N)    091 07 44.03160(W)     ADJUSTED  
 AU2439* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2439  ___________________________________________________________________
 AU2439  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AU2439  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AU2439
 AU2439  HORZ ORDER  -  SECOND
 AU2439
 AU2439.The horizontal coordinates were established by classical geodetic methods
 AU2439.and adjusted by the National Geodetic Survey in January 1993..
 AU2439
 AU2439.The orthometric height was scaled from a topographic map.
 AU2439
 AU2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2439
 AU2439.The geoid height was determined by GEOID03.
 AU2439
 AU2439;                    North         East     Units Scale Factor Converg.
 AU2439;SPC LA S     -    79,412.639 1,019,878.748   MT  1.00001878   +0 06 08.0
 AU2439;SPC LA S     -   260,539.63  3,346,052.19   sFT  1.00001878   +0 06 08.0
 AU2439;UTM  15      - 3,233,394.776   681,881.668   MT  1.00000822   +0 54 48.8
 AU2439
 AU2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2439!SPC LA S     -   1.00000386  x   1.00001878  =   1.00002264
 AU2439!UTM  15      -   1.00000386  x   1.00000822  =   1.00001208
 AU2439
 AU2439|---------------------------------------------------------------------|
 AU2439| PID    Reference Object                     Distance      Geod. Az  |
 AU2439|                                                           dddmmss.s |
 AU2439| AU2440 OYSTER RM 2                          29.295 METERS 08950     |
 AU2439| CW1104 OYSTER RM 1                          14.560 METERS 09125     |
 AU2439| AU2442 OYSTER BAYOU LIGHTHOUSE             APPROX. 0.5 KM 1954519.7 |
 AU2439| AU2441 BEACH                               APPROX. 6.3 KM 2743115.0 |
 AU2439|---------------------------------------------------------------------|
 AU2439
 AU2439                          SUPERSEDED SURVEY CONTROL
 AU2439
 AU2439  NAD 83(1986)-  29 12 58.53238(N)    091 07 44.03922(W) AD(       ) 2
 AU2439  NAD 27      -  29 12 57.74000(N)    091 07 43.67100(W) AD(       ) 2
 AU2439
 AU2439.Superseded values are not recommended for survey control.
 AU2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2439.See file dsdata.txt to determine how the superseded data were derived.
 AU2439
 AU2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8188233395(NAD 83)
 AU2439_MARKER: DS = TRIANGULATION STATION DISK
 AU2439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2439_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2439
 AU2439  HISTORY     - Date     Condition        Report By
 AU2439  HISTORY     - 1928     MONUMENTED       CGS
 AU2439  HISTORY     - 1946     MARK NOT FOUND   LOCENG
 AU2439  HISTORY     - 1948     MARK NOT FOUND   SUNOCO
 AU2439  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2439  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU2439
 AU2439                          STATION DESCRIPTION
 AU2439
 AU2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2439'STATION IS ON THE E BANK OF OYSTER BAYOU AT ITS MOUTH, 63
 AU2439'METERS (205 FEET) N OF THE HIGH-WATER MARK OF THE GULF AND
 AU2439'40 METERS (130 FEET) E OF OYSTER BAYOU.
 AU2439'
 AU2439'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2439'SET IN CEMENT IN THE TOP OF TILES.
 AU2439'
 AU2439'REFERENCE MARK NO. 1 IS 14.56 METERS (47.8 FEET) FROM THE
 AU2439'STATION S 88 DEG 35 MIN E.
 AU2439'
 AU2439'REFERENCE MARK NO. 2 IS 29.30 METERS (96.1 FEET) FROM THE
 AU2439'STATION N 89 DEG 50 MIN E.
 AU2439
 AU2439                          STATION RECOVERY (1946)
 AU2439
 AU2439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (GOD)
 AU2439'RECOVERED BY KERR MC GEE OIL CO.
 AU2439'
 AU2439'STATION APPARENTLY DESTROYED.
 AU2439
 AU2439                          STATION RECOVERY (1948)
 AU2439
 AU2439'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2439'STATION AND REFERENCES ARE IN THE GULF.  AT LOW TIDE ONE
 AU2439'OF THE REFERENCE MARKS MAY BE SEEN ABOUT 50 FEET FROM PRESENT
 AU2439'HIGH-WATER LINE.
 AU2439
 AU2439                          STATION RECOVERY (1952)
 AU2439
 AU2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2439'STATION AND REFERENCE MARKS ARE LOST THROUGH EROSION OF THE
 AU2439'SHORELINE.
 AU2439
 AU2439                          STATION RECOVERY (1955)
 AU2439
 AU2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2439'THE RECONNAISSANCE PARTY OF L.B. ODGERS (F.K.) IN 1955 REPORTED
 AU2439'THE STATION AND REFERENCE MARKS WASHED OUT.
 AU2439'
 AU2439'A NEW STATION, OYSTER 2, WAS ESTABLISHED BY THIS PARTY IN
 AU2439'THE APPROXIMATE SAME VICINITY OF THE ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2438 ***********************************************************************
 AU2438  DESIGNATION -  OYSTER 2
 AU2438  PID         -  AU2438
 AU2438  STATE/COUNTY-  LA/TERREBONNE
 AU2438  USGS QUAD   -  OYSTER BAYOU (1974)
 AU2438
 AU2438                         *CURRENT SURVEY CONTROL
 AU2438  ___________________________________________________________________
 AU2438* NAD 83(1992)-  29 13 07.08954(N)    091 07 45.48007(W)     ADJUSTED  
 AU2438* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2438  ___________________________________________________________________
 AU2438  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU2438  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AU2438
 AU2438  HORZ ORDER  -  THIRD
 AU2438
 AU2438.The horizontal coordinates were established by classical geodetic methods
 AU2438.and adjusted by the National Geodetic Survey in January 1993..
 AU2438
 AU2438.The orthometric height was scaled from a topographic map.
 AU2438
 AU2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2438
 AU2438.The geoid height was determined by GEOID03.
 AU2438
 AU2438;                    North         East     Units Scale Factor Converg.
 AU2438;SPC LA S     -    79,676.840 1,019,839.154   MT  1.00001822   +0 06 07.3
 AU2438;SPC LA S     -   261,406.43  3,345,922.29   sFT  1.00001822   +0 06 07.3
 AU2438;UTM  15      - 3,233,658.387   681,838.337   MT  1.00000802   +0 54 48.3
 AU2438
 AU2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2438!SPC LA S     -   1.00000386  x   1.00001822  =   1.00002208
 AU2438!UTM  15      -   1.00000386  x   1.00000802  =   1.00001188
 AU2438
 AU2438|---------------------------------------------------------------------|
 AU2438| PID    Reference Object                     Distance      Geod. Az  |
 AU2438|                                                           dddmmss.s |
 AU2438| CW1106 OYSTER 2 RM 1                                      04706     |
 AU2438| CW1107 OYSTER 2 RM 2                                      13615     |
 AU2438| AU2442 OYSTER BAYOU LIGHTHOUSE             APPROX. 0.8 KM 1873418.1 |
 AU2438| CW1105 OYSTER 2 AZ MK                                     3284506.2 |
 AU2438|---------------------------------------------------------------------|
 AU2438
 AU2438                          SUPERSEDED SURVEY CONTROL
 AU2438
 AU2438  NAD 83(1986)-  29 13 07.11381(N)    091 07 45.48508(W) AD(       ) 3
 AU2438  NAD 27      -  29 13 06.32500(N)    091 07 45.11600(W) AD(       ) 3
 AU2438
 AU2438.Superseded values are not recommended for survey control.
 AU2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2438.See file dsdata.txt to determine how the superseded data were derived.
 AU2438
 AU2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8183833658(NAD 83)
 AU2438_MARKER: DS = TRIANGULATION STATION DISK
 AU2438_SETTING: 0 = UNSPECIFIED SETTING
 AU2438
 AU2438  HISTORY     - Date     Condition        Report By
 AU2438  HISTORY     - 1955     MONUMENTED       CGS
 AU2438  HISTORY     - 1973     GOOD             USGS
 AU2438  HISTORY     - 1979     MARK NOT FOUND   NGS
 AU2438
 AU2438                          STATION DESCRIPTION
 AU2438
 AU2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2438'THE STATION IS LOCATED ON COAST OF THE GULF OF MEXICO, ABOUT
 AU2438'24 MILES SOUTHWEST OF THE VILLAGE OF THERIOT, 16 MILES NORTHWEST
 AU2438'OF THE WESTERN MOST POINT OF ISLES DERNIERES, 0.5 MILE NORTH
 AU2438'OF THE OYSTER BAY LIGHTHOUSE AND ON THE EAST SHORE OF OYSTER
 AU2438'BAYOU, ABOUT 200 YARDS NORTH OF THE MOUTH OF THE BAYOU.
 AU2438'
 AU2438'THE STATION MARK IS 140 FEET EAST OF THE MEAN HIGH WATER
 AU2438'LINE OF OYSTER BAYOU AND 5 FEET WEST OF A CREOSOTED WITNESS
 AU2438'POST.  THE MARK, STAMPED OYSTER 2 1955, IS SET IN THE TOP
 AU2438'OF ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND PROJECTS
 AU2438'2 FEET.
 AU2438'
 AU2438'REFERENCE MARK NO. 3, STAMPED OYSTER NO 3 1955, IS SET IN
 AU2438'THE TOP OF ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND
 AU2438'PROJECTS 3 FEET.
 AU2438'
 AU2438'REFERENCE MARK NO. 4, STAMPED OYSTER NO 4 1955, IS SET IN
 AU2438'THE TOP OF ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND
 AU2438'PROJECTS 3 FEET.
 AU2438'
 AU2438'THE AZIMUTH MARK IS 5 FEET WEST OF THE SHORE LINE OF OYSTER
 AU2438'BAYOU, 1.0 FOOT SOUTHEAST OF A CREOSOTED WITNESS POST AND THE
 AU2438'GROUND LEVEL IS ABOUT 2 FEET HIGHER THAN THE WATER LEVEL
 AU2438'AT MEAN TIDE.  THE MARK, STAMPED OYSTER 2 1955, IS SET IN
 AU2438'THE TOP OF ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND
 AU2438'PROJECTS 4 INCHES.
 AU2438'
 AU2438'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 AU2438
 AU2438                          STATION RECOVERY (1973)
 AU2438
 AU2438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DLH)
 AU2438'STATION MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.  R.M.
 AU2438'3 AND R.M. 4 WERE NOT FOUND.  THE AZIMUTH MARK WAS NOT SEARCHED
 AU2438'FOR.
 AU2438
 AU2438                          STATION RECOVERY (1979)
 AU2438
 AU2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2438'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK WERE
 AU2438'SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED THAT ALL MARKS ARE
 AU2438'DESTROYED BY EROSION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2442 ***********************************************************************
 AU2442  DESIGNATION -  OYSTER BAYOU LIGHTHOUSE
 AU2442  PID         -  AU2442
 AU2442  STATE/COUNTY-  LA/TERREBONNE
 AU2442  USGS QUAD   -  OYSTER BAYOU (1974)
 AU2442
 AU2442                         *CURRENT SURVEY CONTROL
 AU2442  ___________________________________________________________________
 AU2442* NAD 83(1992)-  29 12 42.34297(N)    091 07 49.22958(W)     ADJUSTED  
 AU2442* NAVD 88     -                                                        
 AU2442  ___________________________________________________________________
 AU2442  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AU2442  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AU2442
 AU2442  HORZ ORDER  -  THIRD
 AU2442
 AU2442.The horizontal coordinates were established by classical geodetic methods
 AU2442.and adjusted by the National Geodetic Survey in January 1993..
 AU2442
 AU2442
 AU2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2442
 AU2442.The geoid height was determined by GEOID03.
 AU2442
 AU2442;                    North         East     Units Scale Factor Converg.
 AU2442;SPC LA S     -    78,914.732 1,019,739.230   MT  1.00001985   +0 06 05.4
 AU2442;SPC LA S     -   258,906.08  3,345,594.46   sFT  1.00001985   +0 06 05.4
 AU2442;UTM  15      - 3,232,894.949   681,749.215   MT  1.00000763   +0 54 45.8
 AU2442
 AU2442                          SUPERSEDED SURVEY CONTROL
 AU2442
 AU2442  NAD 83(1986)-  29 12 42.36900(N)    091 07 49.23707(W) AD(       ) 4
 AU2442  NAD 27      -  29 12 41.57800(N)    091 07 48.86900(W) AD(       ) 3
 AU2442
 AU2442.Superseded values are not recommended for survey control.
 AU2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2442.See file dsdata.txt to determine how the superseded data were derived.
 AU2442
 AU2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8174932895(NAD 83)
 AU2442_MARKER: 13 = LIGHTHOUSE
 AU2442
 AU2442  HISTORY     - Date     Condition        Report By
 AU2442  HISTORY     - 1909     FIRST OBSERVED   CGS
 AU2442  HISTORY     - 1952     GOOD             CGS
 AU2442  HISTORY     - 1953     GOOD             CGS
 AU2442
 AU2442                          STATION DESCRIPTION
 AU2442
 AU2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (HLB)
 AU2442'ABOUT 1/2 MILE OFF THE S ENTRANCE TO OYSTER BAYOU.  THE STATION
 AU2442'IS THE HIGHEST POINT OF THE LIGHTHOUSE.
 AU2442
 AU2442                          STATION RECOVERY (1952)
 AU2442
 AU2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2442'STATION WAS RECOVERED IN GOOD CONDITION.  PUBLISHED DESCRIPTION
 AU2442'IS ADEQUATE.
 AU2442
 AU2442                          STATION RECOVERY (1953)
 AU2442
 AU2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2442'STATION WAS RECOVERED AS DESCRIBED.  PUBLISHED DESCRIPTION IS
 AU2442'COMPLETE AND ADEQUATE.
 AU2442'
 AU2442'USE FOR TRIANGULATION IS DOUBTFUL BECAUSE STRUCTURE APPEARED TO
 AU2442'BE LEANING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2440 ***********************************************************************
 AU2440  DESIGNATION -  OYSTER RM 2
 AU2440  PID         -  AU2440
 AU2440  STATE/COUNTY-  LA/TERREBONNE
 AU2440  USGS QUAD   -  OYSTER BAYOU (1974)
 AU2440
 AU2440                         *CURRENT SURVEY CONTROL
 AU2440  ___________________________________________________________________
 AU2440* NAD 83(1992)-  29 12 58.50918(N)    091 07 42.94700(W)     ADJUSTED  
 AU2440* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2440  ___________________________________________________________________
 AU2440  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU2440  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AU2440
 AU2440  HORZ ORDER  -  THIRD
 AU2440
 AU2440.The horizontal coordinates were established by classical geodetic methods
 AU2440.and adjusted by the National Geodetic Survey in January 1993..
 AU2440
 AU2440.The orthometric height was scaled from a topographic map.
 AU2440
 AU2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2440
 AU2440.The geoid height was determined by GEOID03.
 AU2440
 AU2440;                    North         East     Units Scale Factor Converg.
 AU2440;SPC LA S     -    79,412.779 1,019,908.043   MT  1.00001878   +0 06 08.5
 AU2440;SPC LA S     -   260,540.09  3,346,148.30   sFT  1.00001878   +0 06 08.5
 AU2440;UTM  15      - 3,233,395.331   681,910.958   MT  1.00000835   +0 54 49.3
 AU2440
 AU2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2440!SPC LA S     -   1.00000386  x   1.00001878  =   1.00002264
 AU2440!UTM  15      -   1.00000386  x   1.00000835  =   1.00001221
 AU2440
 AU2440                          SUPERSEDED SURVEY CONTROL
 AU2440
 AU2440  NAD 83(1986)-  29 12 58.53520(N)    091 07 42.95462(W) AD(       ) 3
 AU2440  NAD 27      -  29 12 57.74300(N)    091 07 42.58700(W) AD(       ) 3
 AU2440
 AU2440.Superseded values are not recommended for survey control.
 AU2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2440.See file dsdata.txt to determine how the superseded data were derived.
 AU2440
 AU2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8191133395(NAD 83)
 AU2440_MARKER: DR = REFERENCE MARK DISK
 AU2440_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2440_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2440
 AU2440  HISTORY     - Date     Condition        Report By
 AU2440  HISTORY     - 1928     MONUMENTED       CGS
 AU2440
 AU2440                          STATION DESCRIPTION
 AU2440
 AU2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 AU2440'STATION IS ON THE E BANK OF OYSTER BAYOU AT ITS MOUTH, 63
 AU2440'METERS (205 FEET) N OF THE HIGH-WATER MARK OF THE GULF AND
 AU2440'40 METERS (130 FEET) E OF OYSTER BAYOU.
 AU2440'
 AU2440'REFERENCE MARK NO. 2 IS 29.30 METERS (96.1 FEET) FROM THE
 AU2440'STATION N 89 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1710 ***********************************************************************
 BK1710  DESIGNATION -  P
 BK1710  PID         -  BK1710
 BK1710  STATE/COUNTY-  LA/CALCASIEU
 BK1710  USGS QUAD   -  VINTON (1994)
 BK1710
 BK1710                         *CURRENT SURVEY CONTROL
 BK1710  ___________________________________________________________________
 BK1710* NAD 83(1986)-  30 12 15.     (N)    093 33 26.     (W)     SCALED    
 BK1710* NAVD 88     -         5.13   (+/-2cm)      16.8    (feet)  VERTCON   
 BK1710  ___________________________________________________________________
 BK1710  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1710
 BK1710  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1710
 BK1710.The horizontal coordinates were scaled from a topographic map and have
 BK1710.an estimated accuracy of +/- 6 seconds.
 BK1710
 BK1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1710.The vertical order pertains to the NGVD 29 superseded value.
 BK1710
 BK1710.The geoid height was determined by GEOID03.
 BK1710
 BK1710;                    North         East    Units  Estimated Accuracy
 BK1710;SPC LA S     -   190,980.      785,890.      MT  (+/- 180 meters Scaled)
 BK1710
 BK1710                          SUPERSEDED SURVEY CONTROL
 BK1710
 BK1710  NGVD 29 (??/??/??)    5.080  (m)           16.67   (f) ADJUSTED    1 2
 BK1710
 BK1710.Superseded values are not recommended for survey control.
 BK1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1710.See file dsdata.txt to determine how the superseded data were derived.
 BK1710
 BK1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP463415(NAD 83)
 BK1710_MARKER: DB = BENCH MARK DISK
 BK1710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1710_SP_SET: CULVERT
 BK1710_STAMPING: 16.667 P 1918
 BK1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1710
 BK1710  HISTORY     - Date     Condition        Report By
 BK1710  HISTORY     - 1918     MONUMENTED       CGS
 BK1710  HISTORY     - 1955     MARK NOT FOUND   USGS
 BK1710  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 BK1710  HISTORY     - 20030103 MARK NOT FOUND   USPSQD
 BK1710  HISTORY     - 20050627 MARK NOT FOUND   USPSQD
 BK1710
 BK1710                          STATION DESCRIPTION
 BK1710
 BK1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 BK1710'2 MI NE FROM VINTON.
 BK1710'ABOUT 2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BK1710'VINTON, CALCASIEU PARISH, ABOUT 7 POLES NORTHEAST OF MILEPOST 240,
 BK1710'ABOUT 130 FEET SOUTHEAST OF THE TRACK, AND IN THE SOUTHEAST SIDE OF A
 BK1710'CONCRETE HIGHWAY CULVERT.  A STANDARD DISK, STAMPED 16.667 P 1918.
 BK1710
 BK1710                          STATION RECOVERY (1955)
 BK1710
 BK1710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BK1710'MARK NOT FOUND.
 BK1710
 BK1710                          STATION RECOVERY (1996)
 BK1710
 BK1710'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1710'MARK NOT FOUND.
 BK1710
 BK1710                          STATION RECOVERY (2003)
 BK1710
 BK1710'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BK1710'MARK NOT FOUND.
 BK1710
 BK1710                          STATION RECOVERY (2005)
 BK1710
 BK1710'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BK1710'EXISTING CULVERT IS DATED 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1445 ***********************************************************************
 BK1445  DESIGNATION -  P 100
 BK1445  PID         -  BK1445
 BK1445  STATE/COUNTY-  LA/CALCASIEU
 BK1445  USGS QUAD   -  DE QUINCY (1994)
 BK1445
 BK1445                         *CURRENT SURVEY CONTROL
 BK1445  ___________________________________________________________________
 BK1445* NAD 83(1986)-  30 26 11.     (N)    093 25 43.     (W)     SCALED    
 BK1445* NAVD 88     -        18.22   (+/-2cm)      59.8    (feet)  VERTCON   
 BK1445  ___________________________________________________________________
 BK1445  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK1445
 BK1445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1445
 BK1445.The horizontal coordinates were scaled from a topographic map and have
 BK1445.an estimated accuracy of +/- 6 seconds.
 BK1445
 BK1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1445.The vertical order pertains to the NGVD 29 superseded value.
 BK1445
 BK1445.The geoid height was determined by GEOID03.
 BK1445
 BK1445;                    North         East    Units  Estimated Accuracy
 BK1445;SPC LA S     -   216,480.      798,750.      MT  (+/- 180 meters Scaled)
 BK1445
 BK1445                          SUPERSEDED SURVEY CONTROL
 BK1445
 BK1445  NGVD 29 (??/??/??)   18.166  (m)           59.60   (f) ADJUSTED    2 0
 BK1445
 BK1445.Superseded values are not recommended for survey control.
 BK1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1445.See file dsdata.txt to determine how the superseded data were derived.
 BK1445
 BK1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP588672(NAD 83)
 BK1445_MARKER: DB = BENCH MARK DISK
 BK1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1445_STAMPING: P 100 1938
 BK1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1445+STABILITY: SURFACE MOTION
 BK1445
 BK1445  HISTORY     - Date     Condition        Report By
 BK1445  HISTORY     - 1938     MONUMENTED       CGS
 BK1445  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1445  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1445  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 BK1445
 BK1445                          STATION DESCRIPTION
 BK1445
 BK1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BK1445'1.1 MI S FROM DE QUINCY.
 BK1445'1.1 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK1445'STATION AT DE QUINCY, CALCASIEU PARISH, AT THE CROSSING OF STATE
 BK1445'HIGHWAY 104, 81 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 42 FEET
 BK1445'EAST OF THE EAST RAIL, IN LINE WITH A ROW OF POLES, 37 FEET NORTH OF A
 BK1445'POLE, AND 3 FEET FROM A FENCE.  A STANDARD DISK, STAMPED P 100 1938
 BK1445'AND SET IN THE TOP OF A CONCRETE POST.
 BK1445
 BK1445                          STATION RECOVERY (1986)
 BK1445
 BK1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1445'NOT RECOVERED.  MARK IS BELIEVED TO HAVE BEEN DESTROYED DURING HIGHWAY
 BK1445'CONSTRUCTION ALONG STATE HIGHWAY 27.
 BK1445
 BK1445                          STATION RECOVERY (2002)
 BK1445
 BK1445'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK1445'MARK NOT FOUND.
 BK1445
 BK1445                          STATION RECOVERY (2005)
 BK1445
 BK1445'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2081 ***********************************************************************
 CQ2081  DESIGNATION -  P 101
 CQ2081  PID         -  CQ2081
 CQ2081  STATE/COUNTY-  LA/BOSSIER
 CQ2081  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2081
 CQ2081                         *CURRENT SURVEY CONTROL
 CQ2081  ___________________________________________________________________
 CQ2081* NAD 83(1986)-  32 30 47.     (N)    093 42 47.     (W)     SCALED    
 CQ2081* NAVD 88     -        52.45   (+/-2cm)     172.1    (feet)  VERTCON   
 CQ2081  ___________________________________________________________________
 CQ2081  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2081
 CQ2081  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2081
 CQ2081.The horizontal coordinates were scaled from a topographic map and have
 CQ2081.an estimated accuracy of +/- 6 seconds.
 CQ2081
 CQ2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2081.The vertical order pertains to the NGVD 29 superseded value.
 CQ2081
 CQ2081.The geoid height was determined by GEOID03.
 CQ2081
 CQ2081;                    North         East    Units  Estimated Accuracy
 CQ2081;SPC LA N     -   223,840.      886,020.      MT  (+/- 180 meters Scaled)
 CQ2081
 CQ2081                          SUPERSEDED SURVEY CONTROL
 CQ2081
 CQ2081  NGVD 29 (??/??/??)   52.517  (m)          172.30   (f) ADJUSTED    1 2
 CQ2081
 CQ2081.Superseded values are not recommended for survey control.
 CQ2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2081.See file dsdata.txt to determine how the superseded data were derived.
 CQ2081
 CQ2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR330975(NAD 83)
 CQ2081_MARKER: DB = BENCH MARK DISK
 CQ2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2081_STAMPING: P 101 1938
 CQ2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2081+STABILITY: SURFACE MOTION
 CQ2081
 CQ2081  HISTORY     - Date     Condition        Report By
 CQ2081  HISTORY     - 1938     MONUMENTED       CGS
 CQ2081  HISTORY     - 1955     MARK NOT FOUND   USGS
 CQ2081  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2081
 CQ2081                          STATION DESCRIPTION
 CQ2081
 CQ2081'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CQ2081'1.1 MI SE FROM BOSSIER.
 CQ2081'1.1 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ2081'CROSSING OF U.S. HIGHWAY 80 AT BOSSIER, BOSSIER PARISH, ABOUT 200 FEET
 CQ2081'WEST OF THE BARREL CLEANERS CO. PROPERTY, AT A PRIVATE ROAD CROSSING
 CQ2081'IN A LINE OF POLES, 32 FEET NORTH OF THE LOUISIANA AND ARKANSAS
 CQ2081'RAILWAY NORTH RAIL, 26 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 CQ2081'5.5 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED P 101 1938 AND
 CQ2081'SET IN THE TOP OF A CONCRETE POST.
 CQ2081
 CQ2081                          STATION RECOVERY (1969)
 CQ2081
 CQ2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ2081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0342 ***********************************************************************
 CQ0342  DESIGNATION -  P 104
 CQ0342  PID         -  CQ0342
 CQ0342  STATE/COUNTY-  LA/LINCOLN
 CQ0342  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0342
 CQ0342                         *CURRENT SURVEY CONTROL
 CQ0342  ___________________________________________________________________
 CQ0342* NAD 83(1986)-  32 30 31.     (N)    092 27 20.     (W)     SCALED    
 CQ0342* NAVD 88     -        35.72   (+/-2cm)     117.2    (feet)  VERTCON   
 CQ0342  ___________________________________________________________________
 CQ0342  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0342
 CQ0342  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0342
 CQ0342.The horizontal coordinates were scaled from a topographic map and have
 CQ0342.an estimated accuracy of +/- 6 seconds.
 CQ0342
 CQ0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0342.The vertical order pertains to the NGVD 29 superseded value.
 CQ0342
 CQ0342.The geoid height was determined by GEOID03.
 CQ0342
 CQ0342;                    North         East    Units  Estimated Accuracy
 CQ0342;SPC LA N     -   222,710.    1,004,180.      MT  (+/- 180 meters Scaled)
 CQ0342
 CQ0342                          SUPERSEDED SURVEY CONTROL
 CQ0342
 CQ0342  NGVD 29 (??/??/??)   35.779  (m)          117.38   (f) ADJUSTED    1 2
 CQ0342
 CQ0342.Superseded values are not recommended for survey control.
 CQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0342.See file dsdata.txt to determine how the superseded data were derived.
 CQ0342
 CQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR511969(NAD 83)
 CQ0342_MARKER: DB = BENCH MARK DISK
 CQ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0342_STAMPING: P 104 1938
 CQ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0342+STABILITY: SURFACE MOTION
 CQ0342
 CQ0342  HISTORY     - Date     Condition        Report By
 CQ0342  HISTORY     - 1938     MONUMENTED       CGS
 CQ0342  HISTORY     - 1952     MARK NOT FOUND   USGS
 CQ0342  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0342
 CQ0342                          STATION DESCRIPTION
 CQ0342
 CQ0342'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 CQ0342'1.0 MI S FROM TREMONT.
 CQ0342'ABOUT 1 MILE SOUTH ALONG THE OLD ROADBED OF THE ABANDONED TREMONT AND
 CQ0342'GULF RAILWAY FROM TREMONT, LINCOLN PARISH, AT AN OLD ROAD CROSSING, 30
 CQ0342'FEET WEST OF THE OLD ROADBED, 30 FEET SOUTH OF THE CENTERLINE OF THE
 CQ0342'ROAD, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED P 104
 CQ0342'1938 AND SET IN THE TOP OF A CONCRETE POST.
 CQ0342
 CQ0342                          STATION RECOVERY (1969)
 CQ0342
 CQ0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2798 ***********************************************************************
 BJ2798  DESIGNATION -  P 108
 BJ2798  PID         -  BJ2798
 BJ2798  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2798  USGS QUAD   -  INNIS (1994)
 BJ2798
 BJ2798                         *CURRENT SURVEY CONTROL
 BJ2798  ___________________________________________________________________
 BJ2798* NAD 83(1986)-  30 57 54.     (N)    091 40 00.     (W)     SCALED    
 BJ2798* NAVD 88     -        15.13   (+/-2cm)      49.6    (feet)  VERTCON   
 BJ2798  ___________________________________________________________________
 BJ2798  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2798
 BJ2798  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2798
 BJ2798.The horizontal coordinates were scaled from a topographic map and have
 BJ2798.an estimated accuracy of +/- 6 seconds.
 BJ2798
 BJ2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2798.The vertical order pertains to the NGVD 29 superseded value.
 BJ2798
 BJ2798.The geoid height was determined by GEOID03.
 BJ2798
 BJ2798;                    North         East    Units  Estimated Accuracy
 BJ2798;SPC LA S     -   273,290.      968,150.      MT  (+/- 180 meters Scaled)
 BJ2798
 BJ2798                          SUPERSEDED SURVEY CONTROL
 BJ2798
 BJ2798  NGVD 29 (??/??/??)   15.115  (m)           49.59   (f) ADJUSTED    1 2
 BJ2798
 BJ2798.Superseded values are not recommended for survey control.
 BJ2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2798.See file dsdata.txt to determine how the superseded data were derived.
 BJ2798
 BJ2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ273264(NAD 83)
 BJ2798_MARKER: DB = BENCH MARK DISK
 BJ2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2798_STAMPING: P 108 1938
 BJ2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2798+STABILITY: SURFACE MOTION
 BJ2798
 BJ2798  HISTORY     - Date     Condition        Report By
 BJ2798  HISTORY     - 1938     MONUMENTED       CGS
 BJ2798  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2798
 BJ2798                          STATION DESCRIPTION
 BJ2798
 BJ2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BJ2798'IN FILSTON.
 BJ2798'AT FILSTON (P.O. PHILLIPSTON), POINTE COUPEE PARISH, ON STATE HIGHWAY
 BJ2798'49, 400 FEET UPSTEAM FROM THE LOUISIANA AND ARKANSAS RAILWAY STATION,
 BJ2798'150 FEET SOUTH OF THE POST OFFICE AND STORE, AND 50 FEET SOUTH OF THE
 BJ2798'HIGHWAY AT THE RAILROAD OVERPASS.  AT STANDARD DISK SET IN THE TOP OF
 BJ2798'A CONCRETE POST.
 BJ2798
 BJ2798                          STATION RECOVERY (1964)
 BJ2798
 BJ2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0628 ***********************************************************************
 BX0628  DESIGNATION -  P 110
 BX0628  PID         -  BX0628
 BX0628  STATE/COUNTY-  LA/RAPIDES
 BX0628  USGS QUAD   -  GREEN GABLES (1993)
 BX0628
 BX0628                         *CURRENT SURVEY CONTROL
 BX0628  ___________________________________________________________________
 BX0628* NAD 83(1986)-  31 22 50.     (N)    092 19 38.     (W)     SCALED    
 BX0628* NAVD 88     -        27.33   (+/-2cm)      89.7    (feet)  VERTCON   
 BX0628  ___________________________________________________________________
 BX0628  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX0628
 BX0628  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0628
 BX0628.The horizontal coordinates were scaled from a topographic map and have
 BX0628.an estimated accuracy of +/- 6 seconds.
 BX0628
 BX0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0628.The vertical order pertains to the NGVD 29 superseded value.
 BX0628
 BX0628.The geoid height was determined by GEOID03.
 BX0628
 BX0628;                    North         East    Units  Estimated Accuracy
 BX0628;SPC LA N     -    97,650.    1,016,430.      MT  (+/- 180 meters Scaled)
 BX0628
 BX0628                          SUPERSEDED SURVEY CONTROL
 BX0628
 BX0628  NGVD 29 (??/??/??)   27.316  (m)           89.62   (f) ADJUSTED    1 2
 BX0628
 BX0628.Superseded values are not recommended for survey control.
 BX0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0628.See file dsdata.txt to determine how the superseded data were derived.
 BX0628
 BX0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ639719(NAD 83)
 BX0628_MARKER: DB = BENCH MARK DISK
 BX0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0628_STAMPING: P 110 1945
 BX0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0628+STABILITY: SURFACE MOTION
 BX0628
 BX0628  HISTORY     - Date     Condition        Report By
 BX0628  HISTORY     - 1945     MONUMENTED       CGS
 BX0628  HISTORY     - 1966     GOOD             CGS
 BX0628  HISTORY     - 1971     MARK NOT FOUND   USGS
 BX0628  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0628
 BX0628                          STATION DESCRIPTION
 BX0628
 BX0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0628'2.5 MI NE FROM LIBUSE.
 BX0628'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT
 BX0628'LIBUSE, PAPIDES PARISH, THENCE ABOUT 2. MILES NORTH ALONG A T ROAD, AT
 BX0628'A CURVE TO THE NORTHWEST, 39 FEET NORTHEAST OF THE CENTERLINE OF THE
 BX0628'ROAD, 48 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, AND 1.5
 BX0628'FEET WEST OF A WHITE WOODEN POST.  A STANDARD DISK, STAMPED P 110 1945
 BX0628'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 BX0628'THE GROUND.
 BX0628
 BX0628                          STATION RECOVERY (1971)
 BX0628
 BX0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BX0628'MARK NOT FOUND.
 BX0628
 BX0628                          STATION RECOVERY (1999)
 BX0628
 BX0628'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0576 ***********************************************************************
 CQ0576  DESIGNATION -  P 115
 CQ0576  PID         -  CQ0576
 CQ0576  STATE/COUNTY-  LA/OUACHITA
 CQ0576  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0576
 CQ0576                         *CURRENT SURVEY CONTROL
 CQ0576  ___________________________________________________________________
 CQ0576* NAD 83(1986)-  32 29 46.     (N)    092 09 25.     (W)     SCALED    
 CQ0576* NAVD 88     -        25.41   (+/-2cm)      83.4    (feet)  VERTCON   
 CQ0576  ___________________________________________________________________
 CQ0576  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0576
 CQ0576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0576
 CQ0576.The horizontal coordinates were scaled from a topographic map and have
 CQ0576.an estimated accuracy of +/- 6 seconds.
 CQ0576
 CQ0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0576.The vertical order pertains to the NGVD 29 superseded value.
 CQ0576
 CQ0576.The geoid height was determined by GEOID03.
 CQ0576
 CQ0576;                    North         East    Units  Estimated Accuracy
 CQ0576;SPC LA N     -   221,370.    1,032,240.      MT  (+/- 180 meters Scaled)
 CQ0576
 CQ0576                          SUPERSEDED SURVEY CONTROL
 CQ0576
 CQ0576  NGVD 29 (??/??/??)   25.453  (m)           83.51   (f) ADJUSTED    2 0
 CQ0576
 CQ0576.Superseded values are not recommended for survey control.
 CQ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0576.See file dsdata.txt to determine how the superseded data were derived.
 CQ0576
 CQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR792957(NAD 83)
 CQ0576_MARKER: DB = BENCH MARK DISK
 CQ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0576_STAMPING: P 115 1949
 CQ0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0576+STABILITY: SURFACE MOTION
 CQ0576
 CQ0576  HISTORY     - Date     Condition        Report By
 CQ0576  HISTORY     - 1949     MONUMENTED       CGS
 CQ0576
 CQ0576                          STATION DESCRIPTION
 CQ0576
 CQ0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0576'0.8 MI N FROM BROWNVILLE.
 CQ0576'0.8 MILE NORTH ALONG STATE HIGHWAY 1607 FROM THE JUNCTION OF STATE
 CQ0576'HIGHWAYS 1607 AND 200 AT BROWNVILLE, AT A T ROAD JUNCTION, 247 FEET
 CQ0576'NORTH OF THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 42 FEET
 CQ0576'SOUTH OF THE CENTER LINE OF A SIDE ROAD LEADING EAST, 37 FEET EAST OF
 CQ0576'THE CENTER LINE OF THE HIGHWAY, IN THE EDGE OF A WOODS, 1.9 FEET EAST
 CQ0576'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CQ0576'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0783 ***********************************************************************
 CQ0783  DESIGNATION -  P 116
 CQ0783  PID         -  CQ0783
 CQ0783  STATE/COUNTY-  LA/CALDWELL
 CQ0783  USGS QUAD   -  LUNA (1982)
 CQ0783
 CQ0783                         *CURRENT SURVEY CONTROL
 CQ0783  ___________________________________________________________________
 CQ0783* NAD 83(1986)-  32 15 07.     (N)    092 09 02.     (W)     SCALED    
 CQ0783* NAVD 88     -        22.30   (+/-2cm)      73.2    (feet)  VERTCON   
 CQ0783  ___________________________________________________________________
 CQ0783  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0783
 CQ0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0783
 CQ0783.The horizontal coordinates were scaled from a topographic map and have
 CQ0783.an estimated accuracy of +/- 6 seconds.
 CQ0783
 CQ0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0783.The vertical order pertains to the NGVD 29 superseded value.
 CQ0783
 CQ0783.The geoid height was determined by GEOID03.
 CQ0783
 CQ0783;                    North         East    Units  Estimated Accuracy
 CQ0783;SPC LA N     -   194,300.    1,032,930.      MT  (+/- 180 meters Scaled)
 CQ0783
 CQ0783                          SUPERSEDED SURVEY CONTROL
 CQ0783
 CQ0783  NGVD 29 (??/??/??)   22.338  (m)           73.29   (f) ADJUSTED    2 0
 CQ0783
 CQ0783.Superseded values are not recommended for survey control.
 CQ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0783.See file dsdata.txt to determine how the superseded data were derived.
 CQ0783
 CQ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR800686(NAD 83)
 CQ0783_MARKER: DB = BENCH MARK DISK
 CQ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0783_STAMPING: P 116 1949
 CQ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0783+STABILITY: SURFACE MOTION
 CQ0783
 CQ0783  HISTORY     - Date     Condition        Report By
 CQ0783  HISTORY     - 1949     MONUMENTED       CGS
 CQ0783
 CQ0783                          STATION DESCRIPTION
 CQ0783
 CQ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0783'5.0 MI NW FROM COREY.
 CQ0783'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 1104 FROM THE MISSOURI PACIFIC
 CQ0783'RAILROAD STATION SIGN AT COREY, THENCE 2.0 MILES NORTHWEST ALONG A
 CQ0783'DIRT ROAD, ON THE INSIDE OF A CURVE IN A DIKE, 65 FEET SOUTHEAST OF
 CQ0783'THE CENTER LINE OF THE PART OF THE DIKE WHICH LEADS NORTHEAST, 49 FEET
 CQ0783'NORTHEAST OF THE CENTER LINE OF THE PART OF THE DIKE WHICH LEADS
 CQ0783'SOUTHEAST, 16 FEET SOUTH OF THE CENTER OF A GATE, 1 FOOT SOUTHWEST OF
 CQ0783'A FENCE, 0.9 FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CQ0783'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0641 ***********************************************************************
 CQ0641  DESIGNATION -  P 117
 CQ0641  PID         -  CQ0641
 CQ0641  STATE/COUNTY-  LA/OUACHITA
 CQ0641  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0641
 CQ0641                         *CURRENT SURVEY CONTROL
 CQ0641  ___________________________________________________________________
 CQ0641* NAD 83(1986)-  32 27 37.     (N)    092 09 58.     (W)     SCALED    
 CQ0641* NAVD 88     -        23.53   (+/-2cm)      77.2    (feet)  VERTCON   
 CQ0641  ___________________________________________________________________
 CQ0641  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0641
 CQ0641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0641
 CQ0641.The horizontal coordinates were scaled from a topographic map and have
 CQ0641.an estimated accuracy of +/- 6 seconds.
 CQ0641
 CQ0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0641.The vertical order pertains to the NGVD 29 superseded value.
 CQ0641
 CQ0641.The geoid height was determined by GEOID03.
 CQ0641
 CQ0641;                    North         East    Units  Estimated Accuracy
 CQ0641;SPC LA N     -   217,400.    1,031,390.      MT  (+/- 180 meters Scaled)
 CQ0641
 CQ0641                          SUPERSEDED SURVEY CONTROL
 CQ0641
 CQ0641  NGVD 29 (??/??/??)   23.576  (m)           77.35   (f) ADJUSTED    2 0
 CQ0641
 CQ0641.Superseded values are not recommended for survey control.
 CQ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0641.See file dsdata.txt to determine how the superseded data were derived.
 CQ0641
 CQ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR783917(NAD 83)
 CQ0641_MARKER: DB = BENCH MARK DISK
 CQ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0641_STAMPING: P 117 1949
 CQ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0641+STABILITY: SURFACE MOTION
 CQ0641
 CQ0641  HISTORY     - Date     Condition        Report By
 CQ0641  HISTORY     - 1949     MONUMENTED       CGS
 CQ0641  HISTORY     - 1979     GOOD             LADTD
 CQ0641
 CQ0641                          STATION DESCRIPTION
 CQ0641
 CQ0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0641'IN BAWCOMVILLE.
 CQ0641'AT BAWCOMVILLE, 0.4 MILE SOUTHWEST ALONG A PARISH ROAD FROM THE GRADE
 CQ0641'SCHOOL, AT A T-JUNCTION OF ROADS, AT THE SOUTHWEST END OF A PAVED
 CQ0641'ROAD, 68 FEET SOUTH OF THE INTERSECTION OF THE CENTER LINES OF THE
 CQ0641'ROADS, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST
 CQ0641'ROAD, 40 FEET SOUTHWEST OF THE PROJECTED CENTER LINE OF THE ROAD
 CQ0641'LEADING NORTHWEST, 1.3 FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST
 CQ0641'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 CQ0641'FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0641
 CQ0641                          STATION RECOVERY (1979)
 CQ0641
 CQ0641'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 CQ0641'TO REACH THE STATION IN BAWCONVILLE, GO 7 OF A MILE SOUTHWEST ALONG
 CQ0641'BAWCOM STREET FROM ITS INTERSECTION WITH LA. 34. MONUMENT IS ON LEFT
 CQ0641'SIDE OF STREET AT A T-JUNCTION . 53.90 SE OF CENTER LINE OF ROAD,
 CQ0641'59.29' SW OF A POWER POLE 43.92' NW OF THE SW CORNER OF A WOOD FRAME
 CQ0641'UTILITY SHED, 51.76' NE OF NW CORNER OF A WOOD FRAME RESIDENCE , AND
 CQ0641'68.37' NE OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0666 ***********************************************************************
 CQ0666  DESIGNATION -  P 118
 CQ0666  PID         -  CQ0666
 CQ0666  STATE/COUNTY-  LA/OUACHITA
 CQ0666  USGS QUAD   -  CHATHAM SE (1982)
 CQ0666
 CQ0666                         *CURRENT SURVEY CONTROL
 CQ0666  ___________________________________________________________________
 CQ0666* NAD 83(1986)-  32 21 45.     (N)    092 18 26.     (W)     SCALED    
 CQ0666* NAVD 88     -        64.70   (+/-2cm)     212.3    (feet)  VERTCON   
 CQ0666  ___________________________________________________________________
 CQ0666  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0666
 CQ0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0666
 CQ0666.The horizontal coordinates were scaled from a topographic map and have
 CQ0666.an estimated accuracy of +/- 6 seconds.
 CQ0666
 CQ0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0666.The vertical order pertains to the NGVD 29 superseded value.
 CQ0666
 CQ0666.The geoid height was determined by GEOID03.
 CQ0666
 CQ0666;                    North         East    Units  Estimated Accuracy
 CQ0666;SPC LA N     -   206,520.    1,018,140.      MT  (+/- 180 meters Scaled)
 CQ0666
 CQ0666                          SUPERSEDED SURVEY CONTROL
 CQ0666
 CQ0666  NGVD 29 (??/??/??)   64.736  (m)          212.39   (f) ADJUSTED    2 0
 CQ0666
 CQ0666.Superseded values are not recommended for survey control.
 CQ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0666.See file dsdata.txt to determine how the superseded data were derived.
 CQ0666
 CQ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR651808(NAD 83)
 CQ0666_MARKER: DB = BENCH MARK DISK
 CQ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0666_STAMPING: P 118 1949
 CQ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0666+STABILITY: SURFACE MOTION
 CQ0666
 CQ0666  HISTORY     - Date     Condition        Report By
 CQ0666  HISTORY     - 1949     MONUMENTED       CGS
 CQ0666  HISTORY     - 1950     GOOD             CGS
 CQ0666  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0666  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0666
 CQ0666                          STATION DESCRIPTION
 CQ0666
 CQ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0666'2.4 MI SE FROM OKALOOSA.
 CQ0666'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0666'OKALOOSA, THENCE 0.9 MILE SOUTH ALONG A PARISH ROAD.  AT A CEMETERY,
 CQ0666'71 FEET WEST OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE
 CQ0666'CENTER LINE OF A GATE, 1 FOOT EAST OF A FENCE, 1.2 FEET NORTH OF A
 CQ0666'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CQ0666'ABOVE THE GROUND.
 CQ0666
 CQ0666                          STATION RECOVERY (1977)
 CQ0666
 CQ0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0666'MARK NOT FOUND.
 CQ0666
 CQ0666                          STATION RECOVERY (1990)
 CQ0666
 CQ0666'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0596 ***********************************************************************
 CQ0596  DESIGNATION -  P 119
 CQ0596  PID         -  CQ0596
 CQ0596  STATE/COUNTY-  LA/CALDWELL
 CQ0596  USGS QUAD   -  BLANKSTON (1989)
 CQ0596
 CQ0596                         *CURRENT SURVEY CONTROL
 CQ0596  ___________________________________________________________________
 CQ0596* NAD 83(1986)-  32 13 44.     (N)    092 14 05.     (W)     SCALED    
 CQ0596* NAVD 88     -        70.04   (+/-2cm)     229.8    (feet)  VERTCON   
 CQ0596  ___________________________________________________________________
 CQ0596  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0596
 CQ0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0596
 CQ0596.The horizontal coordinates were scaled from a topographic map and have
 CQ0596.an estimated accuracy of +/- 6 seconds.
 CQ0596
 CQ0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0596.The vertical order pertains to the NGVD 29 superseded value.
 CQ0596
 CQ0596.The geoid height was determined by GEOID03.
 CQ0596
 CQ0596;                    North         East    Units  Estimated Accuracy
 CQ0596;SPC LA N     -   191,720.    1,025,000.      MT  (+/- 180 meters Scaled)
 CQ0596
 CQ0596                          SUPERSEDED SURVEY CONTROL
 CQ0596
 CQ0596  NGVD 29 (??/??/??)   70.065  (m)          229.87   (f) ADJUSTED    2 0
 CQ0596
 CQ0596.Superseded values are not recommended for survey control.
 CQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0596.See file dsdata.txt to determine how the superseded data were derived.
 CQ0596
 CQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR721660(NAD 83)
 CQ0596_MARKER: DB = BENCH MARK DISK
 CQ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0596_STAMPING: P 119 1949
 CQ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0596+STABILITY: SURFACE MOTION
 CQ0596
 CQ0596  HISTORY     - Date     Condition        Report By
 CQ0596  HISTORY     - 1949     MONUMENTED       CGS
 CQ0596  HISTORY     - 1950     GOOD             CGS
 CQ0596  HISTORY     - 19860120 MARK NOT FOUND   USPSQD
 CQ0596
 CQ0596                          STATION DESCRIPTION
 CQ0596
 CQ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0596'2.6 MI E FROM VIXEN.
 CQ0596'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE JUNCTION OF
 CQ0596'STATE HIGHWAY NO. 17 WITH STATE HIGHWAY NO. 200 AT VIXEN, THENCE 0.7
 CQ0596'MILE NORTH ALONG A PARISH ROAD.  AT A Y-JUNCTION OF ROADS, AT THE
 CQ0596'SUMMIT OF A HILL SLOPING DOWN TO THE NORTH, 62 FEET NORTHEAST OF THE
 CQ0596'CENTER LINE OF THE MAIN ROAD LEADING NORTHWEST, 25 FEET EAST OF THE
 CQ0596'CENTER LINE OF THE NORTH-SOUTH ROAD, 19 FEET NORTH OF THE CENTER LINE
 CQ0596'OF A WOODS ROAD LEADING EAST INTO THE WOODS, 1 FOOT EAST OF A
 CQ0596'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET
 CQ0596'AND PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS
 CQ0596'NOW STATE HIGHWAY 4.  NOTE-- THIS BENCH MARK IS LOCATED 1.1 MILES
 CQ0596'SOUTH OF BENCH MARK S 116.
 CQ0596
 CQ0596                          STATION RECOVERY (1986)
 CQ0596
 CQ0596'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0848 ***********************************************************************
 CQ0848  DESIGNATION -  P 120
 CQ0848  PID         -  CQ0848
 CQ0848  STATE/COUNTY-  LA/CALDWELL
 CQ0848  USGS QUAD   -  BLANKSTON (1989)
 CQ0848
 CQ0848                         *CURRENT SURVEY CONTROL
 CQ0848  ___________________________________________________________________
 CQ0848* NAD 83(1986)-  32 08 09.     (N)    092 14 23.     (W)     SCALED    
 CQ0848* NAVD 88     -        49.58   (+/-2cm)     162.7    (feet)  VERTCON   
 CQ0848  ___________________________________________________________________
 CQ0848  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0848
 CQ0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0848
 CQ0848.The horizontal coordinates were scaled from a topographic map and have
 CQ0848.an estimated accuracy of +/- 6 seconds.
 CQ0848
 CQ0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0848.The vertical order pertains to the NGVD 29 superseded value.
 CQ0848
 CQ0848.The geoid height was determined by GEOID03.
 CQ0848
 CQ0848;                    North         East    Units  Estimated Accuracy
 CQ0848;SPC LA N     -   181,400.    1,024,560.      MT  (+/- 180 meters Scaled)
 CQ0848
 CQ0848                          SUPERSEDED SURVEY CONTROL
 CQ0848
 CQ0848  NGVD 29 (??/??/??)   49.603  (m)          162.74   (f) ADJUSTED    2 0
 CQ0848
 CQ0848.Superseded values are not recommended for survey control.
 CQ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0848.See file dsdata.txt to determine how the superseded data were derived.
 CQ0848
 CQ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR717557(NAD 83)
 CQ0848_MARKER: DB = BENCH MARK DISK
 CQ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0848_STAMPING: P 120 1949
 CQ0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0848+STABILITY: SURFACE MOTION
 CQ0848
 CQ0848  HISTORY     - Date     Condition        Report By
 CQ0848  HISTORY     - 1949     MONUMENTED       CGS
 CQ0848  HISTORY     - 1950     GOOD             CGS
 CQ0848  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0848
 CQ0848                          STATION DESCRIPTION
 CQ0848
 CQ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0848'3.9 MI W FROM MOUNT PLEASANT.
 CQ0848'3.2 MILES WEST ALONG A PARISH ROAD FROM THE MOUNT PLEASANT CHURCH AT
 CQ0848'MOUNT PLEASANT, THENCE 0.7 MILE SOUTHWEST ALONG A PARISH ROAD.  AT THE
 CQ0848'SUMMIT OF A SMALL HILL, ABOUT 100 FEET SOUTH OF A FARMHOUSE, 25 FEET
 CQ0848'SOUTH OF THE CENTER LINE OF THE ROAD, 10.6 FEET WEST OF A CORNER FENCE
 CQ0848'POST, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A REFERENCE POST, SET IN
 CQ0848'THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.4
 CQ0848'FOOT ABOVE THE GROUND.
 CQ0848
 CQ0848                          STATION RECOVERY (1986)
 CQ0848
 CQ0848'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1481 ***********************************************************************
 BX1481  DESIGNATION -  P 121
 BX1481  PID         -  BX1481
 BX1481  STATE/COUNTY-  LA/WINN
 BX1481  USGS QUAD   -  CALVIN (1983)
 BX1481
 BX1481                         *CURRENT SURVEY CONTROL
 BX1481  ___________________________________________________________________
 BX1481* NAD 83(1986)-  31 57 21.     (N)    092 46 45.     (W)     SCALED    
 BX1481* NAVD 88     -        56.35   (+/-2cm)     184.9    (feet)  VERTCON   
 BX1481  ___________________________________________________________________
 BX1481  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1481
 BX1481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1481
 BX1481.The horizontal coordinates were scaled from a topographic map and have
 BX1481.an estimated accuracy of +/- 6 seconds.
 BX1481
 BX1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1481.The vertical order pertains to the NGVD 29 superseded value.
 BX1481
 BX1481.The geoid height was determined by GEOID03.
 BX1481
 BX1481;                    North         East    Units  Estimated Accuracy
 BX1481;SPC LA N     -   161,450.      973,610.      MT  (+/- 180 meters Scaled)
 BX1481
 BX1481                          SUPERSEDED SURVEY CONTROL
 BX1481
 BX1481  NGVD 29 (??/??/??)   56.383  (m)          184.98   (f) ADJUSTED    2 0
 BX1481
 BX1481.Superseded values are not recommended for survey control.
 BX1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1481.See file dsdata.txt to determine how the superseded data were derived.
 BX1481
 BX1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR208355(NAD 83)
 BX1481_MARKER: DB = BENCH MARK DISK
 BX1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1481_STAMPING: P 121 1949
 BX1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1481+STABILITY: SURFACE MOTION
 BX1481
 BX1481  HISTORY     - Date     Condition        Report By
 BX1481  HISTORY     - 1949     MONUMENTED       CGS
 BX1481  HISTORY     - 19981017 POOR             USPSQD
 BX1481  HISTORY     - 20010922 POOR             USPSQD
 BX1481
 BX1481                          STATION DESCRIPTION
 BX1481
 BX1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1481'0.7 MI SW FROM CALVIN.
 BX1481'0.7 MILE SOUTHWEST ALONG AN ABANDONED ROAD FROM THE LOUISIANA AND
 BX1481'ARKANSAS RAILROAD STATION AT CALVIN, 25 FEET NORTHWEST OF THE CENTER
 BX1481'LINE OF THE ROAD, 8.0 FEET SOUTHWEST OF A 12 INCH TRIANGULAR BLAZED
 BX1481'PINE TREE, 10.0 FEET NORTHEAST OF A 12 INCH TRIANGULAR BLAZED PINE
 BX1481'TREE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1481'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1481
 BX1481                          STATION RECOVERY (1998)
 BX1481
 BX1481'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1481'MARK RECOVERED IN POOR CONDITION.
 BX1481
 BX1481                          STATION RECOVERY (2001)
 BX1481
 BX1481'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX1481'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1459 ***********************************************************************
 BX1459  DESIGNATION -  P 122
 BX1459  PID         -  BX1459
 BX1459  STATE/COUNTY-  LA/WINN
 BX1459  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1459
 BX1459                         *CURRENT SURVEY CONTROL
 BX1459  ___________________________________________________________________
 BX1459* NAD 83(1986)-  31 53 07.     (N)    092 40 11.     (W)     SCALED    
 BX1459* NAVD 88     -        59.26   (+/-2cm)     194.4    (feet)  VERTCON   
 BX1459  ___________________________________________________________________
 BX1459  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1459
 BX1459  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1459
 BX1459.The horizontal coordinates were scaled from a topographic map and have
 BX1459.an estimated accuracy of +/- 6 seconds.
 BX1459
 BX1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1459.The vertical order pertains to the NGVD 29 superseded value.
 BX1459
 BX1459.The geoid height was determined by GEOID03.
 BX1459
 BX1459;                    North         East    Units  Estimated Accuracy
 BX1459;SPC LA N     -   153,610.      983,940.      MT  (+/- 180 meters Scaled)
 BX1459
 BX1459                          SUPERSEDED SURVEY CONTROL
 BX1459
 BX1459  NGVD 29 (??/??/??)   59.286  (m)          194.51   (f) ADJUSTED    1 2
 BX1459
 BX1459.Superseded values are not recommended for survey control.
 BX1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1459.See file dsdata.txt to determine how the superseded data were derived.
 BX1459
 BX1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR312277(NAD 83)
 BX1459_MARKER: DB = BENCH MARK DISK
 BX1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1459_STAMPING: P 122 1949
 BX1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1459+STABILITY: SURFACE MOTION
 BX1459
 BX1459  HISTORY     - Date     Condition        Report By
 BX1459  HISTORY     - 1949     MONUMENTED       CGS
 BX1459  HISTORY     - 1974     GOOD             NGS
 BX1459
 BX1459                          STATION DESCRIPTION
 BX1459
 BX1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BX1459'3.25 MI SW FROM WINNFIELD.
 BX1459'LOCATED 3.25 MILES SOUTH WEST ALONG STATE HIGHWAY 34 FROM THE
 BX1459'LOUISIANA AND ARKANSAS RAILROAD STATION IN WINNFIELD, 84 FEET EAST OF
 BX1459'THE CENTER OF THE HIGHWAY, 51 FEET NORTHEAST OF A FENCE CORNER AND 11
 BX1459'FEET WESTNORTHWEST OF A 14-INCH PINE TREE.  IT IS A BENCH MARK DISK
 BX1459'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0380 ***********************************************************************
 BX0380  DESIGNATION -  P 123
 BX0380  PID         -  BX0380
 BX0380  STATE/COUNTY-  LA/CALDWELL
 BX0380  USGS QUAD   -  HOLUM (1988)
 BX0380
 BX0380                         *CURRENT SURVEY CONTROL
 BX0380  ___________________________________________________________________
 BX0380* NAD 83(1986)-  31 59 27.     (N)    092 05 59.     (W)     SCALED    
 BX0380* NAVD 88     -        62.48   (+/-2cm)     205.0    (feet)  VERTCON   
 BX0380  ___________________________________________________________________
 BX0380  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0380
 BX0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0380
 BX0380.The horizontal coordinates were scaled from a topographic map and have
 BX0380.an estimated accuracy of +/- 6 seconds.
 BX0380
 BX0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0380.The vertical order pertains to the NGVD 29 superseded value.
 BX0380
 BX0380.The geoid height was determined by GEOID03.
 BX0380
 BX0380;                    North         East    Units  Estimated Accuracy
 BX0380;SPC LA N     -   165,370.    1,037,820.      MT  (+/- 180 meters Scaled)
 BX0380
 BX0380                          SUPERSEDED SURVEY CONTROL
 BX0380
 BX0380  NGVD 29 (??/??/??)   62.491  (m)          205.02   (f) ADJUSTED    2 0
 BX0380
 BX0380.Superseded values are not recommended for survey control.
 BX0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0380.See file dsdata.txt to determine how the superseded data were derived.
 BX0380
 BX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR850397(NAD 83)
 BX0380_MARKER: DB = BENCH MARK DISK
 BX0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0380_STAMPING: P 123 1949
 BX0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0380+STABILITY: SURFACE MOTION
 BX0380
 BX0380  HISTORY     - Date     Condition        Report By
 BX0380  HISTORY     - 1949     MONUMENTED       CGS
 BX0380  HISTORY     - 1959     GOOD             CGS
 BX0380
 BX0380                          STATION DESCRIPTION
 BX0380
 BX0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX0380'1.0 MI SW FROM HOLUM.
 BX0380'LOCATED 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 849 FROM THE JUNCTION
 BX0380'OF STATE HIGHWAY 126 AND 849 THENCE 0.7 MILE WEST ALONG A GRADED DIRT
 BX0380'ROAD, ON THE EAST SLOPE OF THE HILL NEAR THE TOP OF THE HILL, 24 FEET
 BX0380'NORTH OF THE CENTER OF THE ROAD, 20 FEET EAST OF A BLAZED 24 INCH PINE
 BX0380'TREE, AND 1 FOOT NORTH OF A METAL WITNESS POST BEARING A WHITE SIGN.
 BX0380'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BX0380'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0516 ***********************************************************************
 BX0516  DESIGNATION -  P 124
 BX0516  PID         -  BX0516
 BX0516  STATE/COUNTY-  LA/LA SALLE
 BX0516  USGS QUAD   -  JENA WEST (1985)
 BX0516
 BX0516                         *CURRENT SURVEY CONTROL
 BX0516  ___________________________________________________________________
 BX0516* NAD 83(1986)-  31 43 43.     (N)    092 12 57.     (W)     SCALED    
 BX0516* NAVD 88     -        34.28   (+/-2cm)     112.5    (feet)  VERTCON   
 BX0516  ___________________________________________________________________
 BX0516  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0516
 BX0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0516
 BX0516.The horizontal coordinates were scaled from a topographic map and have
 BX0516.an estimated accuracy of +/- 6 seconds.
 BX0516
 BX0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0516.The vertical order pertains to the NGVD 29 superseded value.
 BX0516
 BX0516.The geoid height was determined by GEOID03.
 BX0516
 BX0516;                    North         East    Units  Estimated Accuracy
 BX0516;SPC LA N     -   136,260.    1,026,930.      MT  (+/- 180 meters Scaled)
 BX0516
 BX0516                          SUPERSEDED SURVEY CONTROL
 BX0516
 BX0516  NGVD 29 (??/??/??)   34.283  (m)          112.48   (f) ADJUSTED    2 0
 BX0516
 BX0516.Superseded values are not recommended for survey control.
 BX0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0516.See file dsdata.txt to determine how the superseded data were derived.
 BX0516
 BX0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR742106(NAD 83)
 BX0516_MARKER: DB = BENCH MARK DISK
 BX0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0516_STAMPING: P 124 1949
 BX0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0516+STABILITY: SURFACE MOTION
 BX0516
 BX0516  HISTORY     - Date     Condition        Report By
 BX0516  HISTORY     - 1949     MONUMENTED       CGS
 BX0516  HISTORY     - 1950     GOOD             CGS
 BX0516  HISTORY     - 19871203 GOOD             USPSQD
 BX0516
 BX0516                          STATION DESCRIPTION
 BX0516
 BX0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0516'5.2 MI SW FROM SUMMERVILLE.
 BX0516'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION AND
 BX0516'COUNTRY STORE AT SUMMERVILLE, AT AN ABANDONED LOG FARMHOUSE, 32 FEET
 BX0516'WEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHEAST OF THE
 BX0516'SOUTHEAST CORNER OF THE FARMHOUSE, 60 FEET NORTHEAST OF AN 18 INCH
 BX0516'BLAZED HICKORY TREE, 3 FEET SOUTHWEST OF A POWER POLE, 2 FEET
 BX0516'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0516'PROJECTS 2 INCHES ABOVE THE GROUND.
 BX0516
 BX0516                          STATION RECOVERY (1987)
 BX0516
 BX0516'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRM)
 BX0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0506 ***********************************************************************
 BX0506  DESIGNATION -  P 125
 BX0506  PID         -  BX0506
 BX0506  STATE/COUNTY-  LA/LA SALLE
 BX0506  USGS QUAD   -  TULLOS (1984)
 BX0506
 BX0506                         *CURRENT SURVEY CONTROL
 BX0506  ___________________________________________________________________
 BX0506* NAD 83(1986)-  31 49 22.     (N)    092 19 23.     (W)     SCALED    
 BX0506* NAVD 88     -        37.96   (+/-2cm)     124.5    (feet)  VERTCON   
 BX0506  ___________________________________________________________________
 BX0506  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0506
 BX0506  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0506
 BX0506.The horizontal coordinates were scaled from a topographic map and have
 BX0506.an estimated accuracy of +/- 6 seconds.
 BX0506
 BX0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0506.The vertical order pertains to the NGVD 29 superseded value.
 BX0506
 BX0506.The geoid height was determined by GEOID03.
 BX0506
 BX0506;                    North         East    Units  Estimated Accuracy
 BX0506;SPC LA N     -   146,680.    1,016,750.      MT  (+/- 180 meters Scaled)
 BX0506
 BX0506                          SUPERSEDED SURVEY CONTROL
 BX0506
 BX0506  NGVD 29 (??/??/??)   37.973  (m)          124.58   (f) ADJUSTED    1 2
 BX0506
 BX0506.Superseded values are not recommended for survey control.
 BX0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0506.See file dsdata.txt to determine how the superseded data were derived.
 BX0506
 BX0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR640209(NAD 83)
 BX0506_MARKER: DB = BENCH MARK DISK
 BX0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0506_STAMPING: P 125 1950
 BX0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0506+STABILITY: SURFACE MOTION
 BX0506
 BX0506  HISTORY     - Date     Condition        Report By
 BX0506  HISTORY     - 1950     MONUMENTED       CGS
 BX0506  HISTORY     - 1965     GOOD             CGS
 BX0506
 BX0506                          STATION DESCRIPTION
 BX0506
 BX0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0506'0.4 MI NE FROM TULLOS.
 BX0506'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 125 FROM THE FIRST
 BX0506'BAPTISH CHURCH AT TULLOS, IN SECTION 25, T 10 N, R 1 E, 158 FEET
 BX0506'EAST-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND
 BX0506'U.S. HIGHWAY 84, 147 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BX0506'80 1/2 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 84, 105 FEET
 BX0506'WEST OF THE WEST CORNER OF A HOUSE, 42 1/2 FEET SOUTHEAST OF A 26-INCH
 BX0506'OAK TREE, 11 1/2 FEET SOUTHEAST OF A PIPE FENCE CORNER, 1 FOOT
 BX0506'SOUTHWEST OF A YARD FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BX0506'HIGHWAYS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0432 ***********************************************************************
 BX0432  DESIGNATION -  P 126
 BX0432  PID         -  BX0432
 BX0432  STATE/COUNTY-  LA/LA SALLE
 BX0432  USGS QUAD   -  JENA EAST (1985)
 BX0432
 BX0432                         *CURRENT SURVEY CONTROL
 BX0432  ___________________________________________________________________
 BX0432* NAD 83(1986)-  31 42 31.     (N)    092 02 24.     (W)     SCALED    
 BX0432* NAVD 88     -        67.32   (+/-2cm)     220.9    (feet)  VERTCON   
 BX0432  ___________________________________________________________________
 BX0432  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0432
 BX0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0432
 BX0432.The horizontal coordinates were scaled from a topographic map and have
 BX0432.an estimated accuracy of +/- 6 seconds.
 BX0432
 BX0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0432.The vertical order pertains to the NGVD 29 superseded value.
 BX0432
 BX0432.The geoid height was determined by GEOID03.
 BX0432
 BX0432;                    North         East    Units  Estimated Accuracy
 BX0432;SPC LA N     -   134,100.    1,043,600.      MT  (+/- 180 meters Scaled)
 BX0432
 BX0432                          SUPERSEDED SURVEY CONTROL
 BX0432
 BX0432  NGVD 29 (??/??/??)   67.314  (m)          220.85   (f) ADJUSTED    2 0
 BX0432
 BX0432.Superseded values are not recommended for survey control.
 BX0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0432.See file dsdata.txt to determine how the superseded data were derived.
 BX0432
 BX0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR909085(NAD 83)
 BX0432_MARKER: DB = BENCH MARK DISK
 BX0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0432_STAMPING: P 126 1950
 BX0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0432+STABILITY: SURFACE MOTION
 BX0432
 BX0432  HISTORY     - Date     Condition        Report By
 BX0432  HISTORY     - 1950     MONUMENTED       CGS
 BX0432
 BX0432                          STATION DESCRIPTION
 BX0432
 BX0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0432'5.5 MI W FROM MANIFEST.
 BX0432'5.5 MILES WEST ALONG A WINDING DIRT ROAD FROM THE POST OFFICE AT
 BX0432'MANIFEST, AT A Y ROAD JUNCTION, 67 FEET EAST OF THE CENTER LINE OF THE
 BX0432'NORTH AND SOUTH ROAD, 57 FEET NORTHEAST OF A 12 INCH TRIANGULAR BLAZED
 BX0432'OAK TREE, 60 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 BX0432'NORTHEAST, 37 FEET SOUTHEAST OF AN 18 INCH TRIANGULAR BLAZED OAK TREE,
 BX0432'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BX0432'GROUND, 1.6 FEET SOUTH OF A WITNESS POST. THIS MARK IS 0.8 MILE
 BX0432'NORTHEAST OF BENCH MARK N 126.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0824 ***********************************************************************
 CQ0824  DESIGNATION -  P 127
 CQ0824  PID         -  CQ0824
 CQ0824  STATE/COUNTY-  LA/CALDWELL
 CQ0824  USGS QUAD   -  CLARKS (1989)
 CQ0824
 CQ0824                         *CURRENT SURVEY CONTROL
 CQ0824  ___________________________________________________________________
 CQ0824* NAD 83(1992)-  32 03 42.09826(N)    092 09 33.68416(W)     ADJUSTED  
 CQ0824* NAVD 88     -        61.32   (+/-2cm)     201.2    (feet)  VERTCON   
 CQ0824  ___________________________________________________________________
 CQ0824  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CQ0824  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0824
 CQ0824  HORZ ORDER  -  SECOND
 CQ0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0824
 CQ0824.The horizontal coordinates were established by classical geodetic methods
 CQ0824.and adjusted by the National Geodetic Survey in January 1993..
 CQ0824
 CQ0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0824.The vertical order pertains to the NGVD 29 superseded value.
 CQ0824
 CQ0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0824
 CQ0824.The geoid height was determined by GEOID03.
 CQ0824
 CQ0824;                    North         East     Units Scale Factor Converg.
 CQ0824;SPC LA N     -   173,203.486 1,032,164.188   MT  0.99991788   +0 10 48.4
 CQ0824;SPC LA N     -   568,251.77  3,386,358.67   sFT  0.99991788   +0 10 48.4
 CQ0824;UTM  15      - 3,547,583.059   579,351.290   MT  0.99967765   +0 26 46.5
 CQ0824
 CQ0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0824!SPC LA N     -   0.99999439  x   0.99991788  =   0.99991227
 CQ0824!UTM  15      -   0.99999439  x   0.99967765  =   0.99967204
 CQ0824
 CQ0824                          SUPERSEDED SURVEY CONTROL
 CQ0824
 CQ0824  NAD 83(1986)-  32 03 42.11244(N)    092 09 33.67642(W) AD(       ) 2
 CQ0824  NAD 27      -  32 03 41.54130(N)    092 09 33.18183(W) AD(       ) 2
 CQ0824  NGVD 29 (??/??/??)   61.340  (m)          201.25   (f) ADJUSTED    2 0
 CQ0824
 CQ0824.Superseded values are not recommended for survey control.
 CQ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0824.See file dsdata.txt to determine how the superseded data were derived.
 CQ0824
 CQ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7935147583(NAD 83)
 CQ0824_MARKER: DB = BENCH MARK DISK
 CQ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0824_STAMPING: P 127 1950
 CQ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0824+STABILITY: SURFACE MOTION
 CQ0824
 CQ0824  HISTORY     - Date     Condition        Report By
 CQ0824  HISTORY     - 1971     MONUMENTED       NGS
 CQ0824  HISTORY     - 1971     GOOD             NGS
 CQ0824
 CQ0824                          STATION DESCRIPTION
 CQ0824
 CQ0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ0824'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF COLUMBIA,
 CQ0824'3 MILES WEST-NORTHWEST OF GRAYSON, 2-1/2 MILES NORTHWEST OF
 CQ0824'CLARKS IN THE SOUTHEAST 1/4 OF SECTION 33, T 13 N, R 3 E AND
 CQ0824'ON PROPERTY OF THE CHURCH OF GOD, ROUTE 2, BOX 142, GRAYSON,
 CQ0824'LOUISIANA, 71435.  MR. MARSHALL HARRELSON WAS CONTACTED AND
 CQ0824'PERMISSION GRANTED TO BUILD OVER STATION.
 CQ0824'
 CQ0824'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 CQ0824'STATE HIGHWAY 126 IN GRAYSON, CROSS RAILROAD TRACKS AND GO WEST,
 CQ0824'NORTH AND WESTERLY ON STATE HIGHWAY 126 FOR 2.9 MILES TO AZIMUTH
 CQ0824'MARK ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 126 FOR 0.2
 CQ0824'MILE TO THE STATION.
 CQ0824'
 CQ0824'BENCH MARK P 127 1950, A STANDARD DISK STAMPED P 127 1950,
 CQ0824'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ0824'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 69 FEET
 CQ0824'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 126, 7 FEET
 CQ0824'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH BUILDING
 CQ0824'AND 3 FEET WEST-NORTHWEST OF A 16-INCH PINE TREE.
 CQ0824
 CQ0824                          STATION RECOVERY (1971)
 CQ0824
 CQ0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CQ0824'3.25 MI NW FROM GRAYSON.
 CQ0824'LOCATED 3.25 MILES NORTHWEST ALONG STATE HIGHWAY 126 FROM ITS
 CQ0824'INTERSECTION WITH U.S. HIGHWAY 165 AT GRAYSON, AT THE CHURCH YARD OF
 CQ0824'THE CHURCH OF GOD, 5.5 FEET NORTH OF THE NORTH WALL OF THE CHURCH, 8
 CQ0824'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, AND 2 FEET WEST
 CQ0824'OF A 18-INCH PINE TREE.  IT IS A BENCH MARK DISK SET IN THE TOP OF A
 CQ0824'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1588 ***********************************************************************
 BX1588  DESIGNATION -  P 128
 BX1588  PID         -  BX1588
 BX1588  STATE/COUNTY-  LA/WINN
 BX1588  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1588
 BX1588                         *CURRENT SURVEY CONTROL
 BX1588  ___________________________________________________________________
 BX1588* NAD 83(1986)-  31 54 51.     (N)    092 30 04.     (W)     SCALED    
 BX1588* NAVD 88     -        42.83   (+/-2cm)     140.5    (feet)  VERTCON   
 BX1588  ___________________________________________________________________
 BX1588  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX1588
 BX1588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1588
 BX1588.The horizontal coordinates were scaled from a topographic map and have
 BX1588.an estimated accuracy of +/- 6 seconds.
 BX1588
 BX1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1588.The vertical order pertains to the NGVD 29 superseded value.
 BX1588
 BX1588.The geoid height was determined by GEOID03.
 BX1588
 BX1588;                    North         East    Units  Estimated Accuracy
 BX1588;SPC LA N     -   156,800.      999,900.      MT  (+/- 180 meters Scaled)
 BX1588
 BX1588                          SUPERSEDED SURVEY CONTROL
 BX1588
 BX1588  NGVD 29 (??/??/??)   42.849  (m)          140.58   (f) ADJUSTED    2 0
 BX1588
 BX1588.Superseded values are not recommended for survey control.
 BX1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1588.See file dsdata.txt to determine how the superseded data were derived.
 BX1588
 BX1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR471310(NAD 83)
 BX1588_MARKER: DB = BENCH MARK DISK
 BX1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1588_STAMPING: P 128 1950
 BX1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1588+STABILITY: SURFACE MOTION
 BX1588
 BX1588  HISTORY     - Date     Condition        Report By
 BX1588  HISTORY     - 1950     MONUMENTED       CGS
 BX1588
 BX1588                          STATION DESCRIPTION
 BX1588
 BX1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1588'8.9 MI E FROM WINNFIELD.
 BX1588'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX1588'WINNFIELD, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 6.  0.25 MILE
 BX1588'EAST OF THE COLGRADE FIRE TOWER, AT A ROAD JUNCTION, 70 FEET EAST OF
 BX1588'THE CENTER LINE OF THE ROAD LEADING NORTH, 40 FEET NORTH OF THE CENTER
 BX1588'LINE OF THE HIGHWAY, 12 FEET NORTH OF A ROW OF TELEPHONE POLES, 1.6
 BX1588'FEET WEST OF A REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST
 BX1588'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0757 ***********************************************************************
 BX0757  DESIGNATION -  P 13
 BX0757  PID         -  BX0757
 BX0757  STATE/COUNTY-  LA/RAPIDES
 BX0757  USGS QUAD   -  ALEXANDRIA (1992)
 BX0757
 BX0757                         *CURRENT SURVEY CONTROL
 BX0757  ___________________________________________________________________
 BX0757* NAD 83(1986)-  31 18 43.     (N)    092 26 39.     (W)     SCALED    
 BX0757* NAVD 88     -        24.897  (meters)      81.68   (feet)  ADJUSTED  
 BX0757  ___________________________________________________________________
 BX0757  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BX0757  DYNAMIC HT  -          24.867 (meters)      81.58  (feet)  COMP
 BX0757  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 BX0757
 BX0757  VERT ORDER  -  FIRST     CLASS I
 BX0757
 BX0757.The horizontal coordinates were scaled from a topographic map and have
 BX0757.an estimated accuracy of +/- 6 seconds.
 BX0757
 BX0757.The orthometric height was determined by differential leveling
 BX0757.and adjusted by the National Geodetic Survey in February 1994..
 BX0757.WARNING-Repeat measurements at this control monument indicate possible
 BX0757.vertical movement.
 BX0757
 BX0757.The geoid height was determined by GEOID03.
 BX0757
 BX0757.The dynamic height is computed by dividing the NAVD 88
 BX0757.geopotential number by the normal gravity value computed on the
 BX0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0757.degrees latitude (g = 980.6199 gals.).
 BX0757
 BX0757.The modeled gravity was interpolated from observed gravity values.
 BX0757
 BX0757;                    North         East    Units  Estimated Accuracy
 BX0757;SPC LA N     -    90,030.    1,005,320.      MT  (+/- 180 meters Scaled)
 BX0757
 BX0757                          SUPERSEDED SURVEY CONTROL
 BX0757
 BX0757  NAVD 88 (06/15/91)   24.897  (m)           81.68   (f) UNKNOWN     1 1
 BX0757  NGVD 29 (??/??/??)   24.886  (m)           81.65   (f) ADJUSTED    1 1
 BX0757
 BX0757.Superseded values are not recommended for survey control.
 BX0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0757.See file dsdata.txt to determine how the superseded data were derived.
 BX0757
 BX0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ528643(NAD 83)
 BX0757_MARKER: DB = BENCH MARK DISK
 BX0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0757_SP_SET: BUILDING
 BX0757_STAMPING: P 13 1919 82.428
 BX0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0757+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BX0757
 BX0757  HISTORY     - Date     Condition        Report By
 BX0757  HISTORY     - 1919     MONUMENTED       CGS
 BX0757  HISTORY     - 1970     GOOD             NGS
 BX0757  HISTORY     - 1977     GOOD             NGS
 BX0757  HISTORY     - 20050204 GOOD             USPSQD
 BX0757
 BX0757                          STATION DESCRIPTION
 BX0757
 BX0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0757'IN ALEXANDRIA.
 BX0757'AT ALEXANDRIA, 89 FEET EAST AND ACROSS MAIN STREET FROM THE EAST
 BX0757'CORNER OF THE CITY HALL, 32 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 BX0757'MAIN STREET, 27 1/2 FEET NORTHWEST OF THE CENTER LINE OF MURRAY
 BX0757'STREET, SET VERTICALLY IN THE SOUTHEAST BRICK FACE OF THE RAPIDES BANK
 BX0757'AND TRUST COMPANY BUILDING, 4.0 FEET NORTHEAST OF THE SOUTH CORNER OF
 BX0757'THE BUILDING, AND 3.5 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 BX0757
 BX0757                          STATION RECOVERY (1977)
 BX0757
 BX0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0757'AT ALEXANDRIA, AT THE INTERSECTION OF MAIN AND MURRAY STREETS,
 BX0757'ABOUT 1.0 MILE SOUTHWEST OF THE POST OFFICE AT PINEVILLE,68 FEET
 BX0757'NORTHEAST OF AND ACROSS MAIN STREET FROM THE EAST CORNER OF THE
 BX0757'CITY HALL,SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTH
 BX0757'CORNER OF A BRICK BUILDING WHICH IS NOW THE CITY FINANCE COMPANY,
 BX0757'30 FEET NORTHEAST OF THE CENTER LINE OF MAIN STREET AND STATE
 BX0757'HIGHWAY 1, 26.5 FEET NORTHWEST OF THE CENTER LINE OF MURRAY
 BX0757'STREET AND U.S. HIGHWAY 165, 4 FEET NORTHEAST OF THE SOUTH CORNER
 BX0757'OF THE BUILDING.
 BX0757
 BX0757                          STATION RECOVERY (2005)
 BX0757
 BX0757'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX0757'BUILDING IS NOW NAMED THE ALEXANDRIA MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0403 ***********************************************************************
 BX0403  DESIGNATION -  P 131
 BX0403  PID         -  BX0403
 BX0403  STATE/COUNTY-  LA/LA SALLE
 BX0403  USGS QUAD   -  SUMMERVILLE (1984)
 BX0403
 BX0403                         *CURRENT SURVEY CONTROL
 BX0403  ___________________________________________________________________
 BX0403* NAD 83(1986)-  31 49 57.     (N)    092 08 08.     (W)     SCALED    
 BX0403* NAVD 88     -        62.38   (+/-2cm)     204.7    (feet)  VERTCON   
 BX0403  ___________________________________________________________________
 BX0403  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0403
 BX0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0403
 BX0403.The horizontal coordinates were scaled from a topographic map and have
 BX0403.an estimated accuracy of +/- 6 seconds.
 BX0403
 BX0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0403.The vertical order pertains to the NGVD 29 superseded value.
 BX0403
 BX0403.The geoid height was determined by GEOID03.
 BX0403
 BX0403;                    North         East    Units  Estimated Accuracy
 BX0403;SPC LA N     -   147,800.    1,034,500.      MT  (+/- 180 meters Scaled)
 BX0403
 BX0403                          SUPERSEDED SURVEY CONTROL
 BX0403
 BX0403  NGVD 29 (??/??/??)   62.387  (m)          204.68   (f) ADJUSTED    2 0
 BX0403
 BX0403.Superseded values are not recommended for survey control.
 BX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0403.See file dsdata.txt to determine how the superseded data were derived.
 BX0403
 BX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR818221(NAD 83)
 BX0403_MARKER: DB = BENCH MARK DISK
 BX0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0403_STAMPING: P 131 1950
 BX0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0403+STABILITY: SURFACE MOTION
 BX0403
 BX0403  HISTORY     - Date     Condition        Report By
 BX0403  HISTORY     - 1950     MONUMENTED       CGS
 BX0403  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0403
 BX0403                          STATION DESCRIPTION
 BX0403
 BX0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0403'13.4 MI SE FROM OLLA.
 BX0403'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0403'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0403'SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A GRAVELED
 BX0403'ROAD, THENCE 0.65 MILES SOUTHEAST ALONG AN ABANDONED ROAD, THENCE 1.5
 BX0403'MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 2.25 MILES SOUTHWEST ALONG A
 BX0403'DIRT ROAD.  28 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET WEST
 BX0403'OF AN 18 INCH TRIANGULAR BLAZED OAK TREE, 14 FEET EAST OF A 4 INCH
 BX0403'TRIANGULAR BLAZED OAK TREE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 BX0403'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BX0403
 BX0403                          STATION RECOVERY (1981)
 BX0403
 BX0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1771 ***********************************************************************
 BW1771  DESIGNATION -  P 132
 BW1771  PID         -  BW1771
 BW1771  STATE/COUNTY-  LA/CATAHOULA
 BW1771  USGS QUAD   -  AIMWELL (1984)
 BW1771
 BW1771                         *CURRENT SURVEY CONTROL
 BW1771  ___________________________________________________________________
 BW1771* NAD 83(1986)-  31 47 04.     (N)    091 58 44.     (W)     SCALED    
 BW1771* NAVD 88     -        63.53   (+/-2cm)     208.4    (feet)  VERTCON   
 BW1771  ___________________________________________________________________
 BW1771  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BW1771
 BW1771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1771
 BW1771.The horizontal coordinates were scaled from a topographic map and have
 BW1771.an estimated accuracy of +/- 6 seconds.
 BW1771
 BW1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1771.The vertical order pertains to the NGVD 29 superseded value.
 BW1771
 BW1771.The geoid height was determined by GEOID03.
 BW1771
 BW1771;                    North         East    Units  Estimated Accuracy
 BW1771;SPC LA N     -   142,530.    1,049,350.      MT  (+/- 180 meters Scaled)
 BW1771
 BW1771                          SUPERSEDED SURVEY CONTROL
 BW1771
 BW1771  NGVD 29 (??/??/92)   63.530  (m)          208.43   (f) ADJ UNCH    2 0
 BW1771
 BW1771.Superseded values are not recommended for survey control.
 BW1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1771.See file dsdata.txt to determine how the superseded data were derived.
 BW1771
 BW1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR966169(NAD 83)
 BW1771_MARKER: DB = BENCH MARK DISK
 BW1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1771_STAMPING: P 132 1950
 BW1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1771+STABILITY: SURFACE MOTION
 BW1771
 BW1771  HISTORY     - Date     Condition        Report By
 BW1771  HISTORY     - 1950     MONUMENTED       CGS
 BW1771
 BW1771                          STATION DESCRIPTION
 BW1771
 BW1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1771'1.05 MI E FROM AIMWELL.
 BW1771'1.05 MILES EAST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BW1771'AIMWELL, AT THE AIMWELL BAPTIST CHURCH, 135 FEET EAST OF THE CENTER
 BW1771'LINE OF THE HIGHWAY, 91 FEET SOUTHEAST OF THE CENTER LINE OF A
 BW1771'GRAVELED ROAD LEADING NORTHEAST TO THE AIMWELL FIRE TOWER, 63 FEET
 BW1771'SOUTHWEST OF THE CENTER LINE OF AN ABANDONED ROAD, 7.3 FEET EAST OF
 BW1771'THE NORTH CORNER OF THE CHURCH, 6.5 FEET WEST OF THE NORTH CORNER OF
 BW1771'THE NORTHEAST WING OF THE CHURCH, SET IN THE TOP OF A CONCRETE POST
 BW1771'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0297 ***********************************************************************
 BX0297  DESIGNATION -  P 137
 BX0297  PID         -  BX0297
 BX0297  STATE/COUNTY-  LA/CALDWELL
 BX0297  USGS QUAD   -  OLLA WEST (1984)
 BX0297
 BX0297                         *CURRENT SURVEY CONTROL
 BX0297  ___________________________________________________________________
 BX0297* NAD 83(1986)-  31 55 51.     (N)    092 17 17.     (W)     SCALED    
 BX0297* NAVD 88     -        24.22   (+/-2cm)      79.5    (feet)  VERTCON   
 BX0297  ___________________________________________________________________
 BX0297  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BX0297
 BX0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0297
 BX0297.The horizontal coordinates were scaled from a topographic map and have
 BX0297.an estimated accuracy of +/- 6 seconds.
 BX0297
 BX0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0297.The vertical order pertains to the NGVD 29 superseded value.
 BX0297
 BX0297.The geoid height was determined by GEOID03.
 BX0297
 BX0297;                    North         East    Units  Estimated Accuracy
 BX0297;SPC LA N     -   158,660.    1,020,040.      MT  (+/- 180 meters Scaled)
 BX0297
 BX0297                          SUPERSEDED SURVEY CONTROL
 BX0297
 BX0297  NGVD 29 (??/??/??)   24.238  (m)           79.52   (f) ADJUSTED    2 0
 BX0297
 BX0297.Superseded values are not recommended for survey control.
 BX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0297.See file dsdata.txt to determine how the superseded data were derived.
 BX0297
 BX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR672329(NAD 83)
 BX0297_MARKER: DB = BENCH MARK DISK
 BX0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0297_STAMPING: P 137 1950
 BX0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0297+STABILITY: SURFACE MOTION
 BX0297
 BX0297  HISTORY     - Date     Condition        Report By
 BX0297  HISTORY     - 1950     MONUMENTED       CGS
 BX0297
 BX0297                          STATION DESCRIPTION
 BX0297
 BX0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0297'8.15 MI NW FROM OLLA.
 BX0297'5.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 BX0297'PACIFIC RAILROAD STATION AT OLLA, THENCE 0.5 MILE SOUTHWEST ALONG A
 BX0297'WOODS ROAD, THENCE 1.75 MILES SOUTHEAST ALONG AN ABANDONED ROAD.  ON
 BX0297'THE TOP OF A KNOLL, ABOUT 300 FEET NORTHWEST OF A WASHED-OUT CULVERT,
 BX0297'29 FEET WEST OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTHWEST OF A
 BX0297'12-INCH OAK WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 18
 BX0297'FEET WEST OF A 6-INCH PINE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF
 BX0297'THE TREE, 7 FEET SOUTH OF A 6-INCH OAK WITH A TRIANGULAR BLAZE ON THE
 BX0297'EAST SIDE OF THE TREE, 1.7 FEET EAST OF A REFERENCE POST, SET IN THE
 BX0297'TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.5 FOOT
 BX0297'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.8 MILE NORTH OF
 BX0297'BENCH MARK H 139.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1717 ***********************************************************************
 BW1717  DESIGNATION -  P 138
 BW1717  PID         -  BW1717
 BW1717  STATE/COUNTY-  LA/CATAHOULA
 BW1717  USGS QUAD   -  MANIFEST (1983)
 BW1717
 BW1717                         *CURRENT SURVEY CONTROL
 BW1717  ___________________________________________________________________
 BW1717* NAD 83(1986)-  31 42 52.     (N)    091 59 19.     (W)     SCALED    
 BW1717* NAVD 88     -        58.90   (+/-2cm)     193.2    (feet)  VERTCON   
 BW1717  ___________________________________________________________________
 BW1717  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1717
 BW1717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1717
 BW1717.The horizontal coordinates were scaled from a topographic map and have
 BW1717.an estimated accuracy of +/- 6 seconds.
 BW1717
 BW1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1717.The vertical order pertains to the NGVD 29 superseded value.
 BW1717
 BW1717.The geoid height was determined by GEOID03.
 BW1717
 BW1717;                    North         East    Units  Estimated Accuracy
 BW1717;SPC LA N     -   134,770.    1,048,470.      MT  (+/- 180 meters Scaled)
 BW1717
 BW1717                          SUPERSEDED SURVEY CONTROL
 BW1717
 BW1717  NGVD 29 (??/??/92)   58.893  (m)          193.22   (f) ADJ UNCH    2 0
 BW1717
 BW1717.Superseded values are not recommended for survey control.
 BW1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1717.See file dsdata.txt to determine how the superseded data were derived.
 BW1717
 BW1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR958092(NAD 83)
 BW1717_MARKER: DB = BENCH MARK DISK
 BW1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1717_STAMPING: P 138 1950
 BW1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1717+STABILITY: SURFACE MOTION
 BW1717
 BW1717  HISTORY     - Date     Condition        Report By
 BW1717  HISTORY     - 1950     MONUMENTED       CGS
 BW1717
 BW1717                          STATION DESCRIPTION
 BW1717
 BW1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1717'2.0 MI W FROM MANIFEST.
 BW1717'2.0 MILES WEST ALONG A WINDING DIRT ROAD FROM THE POST OFFICE AT
 BW1717'MANIFEST, 150 FEET NORTHEAST OF A JUNCTION WITH A SIDE ROAD LEADING
 BW1717'EAST, ON THE SIDE OF A HILL WHICH SLOPES TO THE SOUTHWEST, 21 FEET
 BW1717'NORTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHEAST OF AN 8
 BW1717'INCH TRIANGULAR BLAZED PINE TREE, 1.3 FEET SOUTHEAST OF A WITNESS
 BW1717'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BW1717'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0302 ***********************************************************************
 BX0302  DESIGNATION -  P 139
 BX0302  PID         -  BX0302
 BX0302  STATE/COUNTY-  LA/CALDWELL
 BX0302  USGS QUAD   -  OLLA WEST (1984)
 BX0302
 BX0302                         *CURRENT SURVEY CONTROL
 BX0302  ___________________________________________________________________
 BX0302* NAD 83(1986)-  31 59 12.     (N)    092 17 41.     (W)     SCALED    
 BX0302* NAVD 88     -        51.91   (+/-2cm)     170.3    (feet)  VERTCON   
 BX0302  ___________________________________________________________________
 BX0302  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BX0302
 BX0302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0302
 BX0302.The horizontal coordinates were scaled from a topographic map and have
 BX0302.an estimated accuracy of +/- 6 seconds.
 BX0302
 BX0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0302.The vertical order pertains to the NGVD 29 superseded value.
 BX0302
 BX0302.The geoid height was determined by GEOID03.
 BX0302
 BX0302;                    North         East    Units  Estimated Accuracy
 BX0302;SPC LA N     -   164,850.    1,019,400.      MT  (+/- 180 meters Scaled)
 BX0302
 BX0302                          SUPERSEDED SURVEY CONTROL
 BX0302
 BX0302  NGVD 29 (??/??/??)   51.927  (m)          170.36   (f) ADJUSTED    2 0
 BX0302
 BX0302.Superseded values are not recommended for survey control.
 BX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0302.See file dsdata.txt to determine how the superseded data were derived.
 BX0302
 BX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR666391(NAD 83)
 BX0302_MARKER: DB = BENCH MARK DISK
 BX0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0302_STAMPING: P 139 1950
 BX0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0302+STABILITY: SURFACE MOTION
 BX0302
 BX0302  HISTORY     - Date     Condition        Report By
 BX0302  HISTORY     - 1950     MONUMENTED       CGS
 BX0302
 BX0302                          STATION DESCRIPTION
 BX0302
 BX0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0302'9.0 MI NW FROM OLLA.
 BX0302'8.0 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 BX0302'PACIFIC RAILROAD STATION AT OLLA, THENCE 1.0 MILE NORTHEAST ALONG AN
 BX0302'ABANDONED ROAD.  AT A Y-JUNCTION OF OLD ROADS, 80 FEET WEST OF A
 BX0302'20-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 50
 BX0302'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 53
 BX0302'FEET NORTH OF THE PROJECTED CENTER LINE OF A SIDE ROAD LEADING EAST,
 BX0302'34 FEET NORTHWEST OF A 14-INCH OAK WITH A TRIANGULAR BLAZE ON THE
 BX0302'SOUTHEAST SIDE OF THE TREE, 1.5 FEET WEST OF A REFERENCE POST, SET IN
 BX0302'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX0302'NOTE-- THIS BENCH MARK IS LOCATED 1.05 MILES SOUTHWEST OF BENCH MARK Q
 BX0302'139.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1721 ***********************************************************************
 CQ1721  DESIGNATION -  P 140
 CQ1721  PID         -  CQ1721
 CQ1721  STATE/COUNTY-  LA/DE SOTO
 CQ1721  USGS QUAD   -  KEATCHIE (1972)
 CQ1721
 CQ1721                         *CURRENT SURVEY CONTROL
 CQ1721  ___________________________________________________________________
 CQ1721* NAD 83(1986)-  32 10 00.     (N)    093 55 08.     (W)     SCALED    
 CQ1721* NAVD 88     -        94.126  (meters)     308.81   (feet)  ADJUSTED  
 CQ1721  ___________________________________________________________________
 CQ1721  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1721  DYNAMIC HT  -          94.018 (meters)     308.46  (feet)  COMP
 CQ1721  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CQ1721
 CQ1721  VERT ORDER  -  FIRST     CLASS II
 CQ1721
 CQ1721.The horizontal coordinates were scaled from a topographic map and have
 CQ1721.an estimated accuracy of +/- 6 seconds.
 CQ1721
 CQ1721.The orthometric height was determined by differential leveling
 CQ1721.and adjusted by the National Geodetic Survey in June 1991..
 CQ1721
 CQ1721.The geoid height was determined by GEOID03.
 CQ1721
 CQ1721.The dynamic height is computed by dividing the NAVD 88
 CQ1721.geopotential number by the normal gravity value computed on the
 CQ1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1721.degrees latitude (g = 980.6199 gals.).
 CQ1721
 CQ1721.The modeled gravity was interpolated from observed gravity values.
 CQ1721
 CQ1721;                    North         East    Units  Estimated Accuracy
 CQ1721;SPC LA N     -   185,670.      866,180.      MT  (+/- 180 meters Scaled)
 CQ1721
 CQ1721                          SUPERSEDED SURVEY CONTROL
 CQ1721
 CQ1721  NGVD 29 (??/??/??)   94.190  (m)          309.02   (f) ADJUSTED    1 2
 CQ1721
 CQ1721.Superseded values are not recommended for survey control.
 CQ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1721.See file dsdata.txt to determine how the superseded data were derived.
 CQ1721
 CQ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR133592(NAD 83)
 CQ1721_MARKER: DB = BENCH MARK DISK
 CQ1721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1721_SP_SET: BRIDGE
 CQ1721_STAMPING: P 140 1952
 CQ1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1721
 CQ1721  HISTORY     - Date     Condition        Report By
 CQ1721  HISTORY     - 1952     MONUMENTED       CGS
 CQ1721  HISTORY     - 1979     GOOD             NGS
 CQ1721  HISTORY     - 19960504 GOOD             USPSQD
 CQ1721
 CQ1721                          STATION DESCRIPTION
 CQ1721
 CQ1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1721'2.0 MI SW FROM KEATCHIE.
 CQ1721'0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE TEXAS AND NEW
 CQ1721'ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 1.6 MILES SOUTHWEST ALONG
 CQ1721'STATE HIGHWAY 38, 13.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CQ1721'SET IN THE TOP OF THE SOUTH END OF THE EAST GUARD RAIL OF A 50 FOOT
 CQ1721'CONCRETE BRIDGE.
 CQ1721
 CQ1721                          STATION RECOVERY (1979)
 CQ1721
 CQ1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1721'OMIT-0.4 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE TEXAS AND NEW
 CQ1721'ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 1.6 MILES SOUTHWEST
 CQ1721'ALONG STATE HIGHWAY 38.
 CQ1721'ADD-1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST
 CQ1721'OFFICE IN KEATCHIE.
 CQ1721
 CQ1721                          STATION RECOVERY (1996)
 CQ1721
 CQ1721'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0372 ***********************************************************************
 BX0372  DESIGNATION -  P 142
 BX0372  PID         -  BX0372
 BX0372  STATE/COUNTY-  LA/WINN
 BX0372  USGS QUAD   -  FLAT CREEK (1984)
 BX0372
 BX0372                         *CURRENT SURVEY CONTROL
 BX0372  ___________________________________________________________________
 BX0372* NAD 83(1986)-  31 54 52.     (N)    092 25 19.     (W)     SCALED    
 BX0372* NAVD 88     -        48.82   (+/-2cm)     160.2    (feet)  VERTCON   
 BX0372  ___________________________________________________________________
 BX0372  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0372
 BX0372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0372
 BX0372.The horizontal coordinates were scaled from a topographic map and have
 BX0372.an estimated accuracy of +/- 6 seconds.
 BX0372
 BX0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0372.The vertical order pertains to the NGVD 29 superseded value.
 BX0372
 BX0372.The geoid height was determined by GEOID03.
 BX0372
 BX0372;                    North         East    Units  Estimated Accuracy
 BX0372;SPC LA N     -   156,830.    1,007,380.      MT  (+/- 180 meters Scaled)
 BX0372
 BX0372                          SUPERSEDED SURVEY CONTROL
 BX0372
 BX0372  NGVD 29 (??/??/??)   48.836  (m)          160.22   (f) ADJUSTED    2 0
 BX0372
 BX0372.Superseded values are not recommended for survey control.
 BX0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0372.See file dsdata.txt to determine how the superseded data were derived.
 BX0372
 BX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR546310(NAD 83)
 BX0372_MARKER: DB = BENCH MARK DISK
 BX0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0372_STAMPING: P 142 1950
 BX0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0372+STABILITY: SURFACE MOTION
 BX0372
 BX0372  HISTORY     - Date     Condition        Report By
 BX0372  HISTORY     - 1950     MONUMENTED       CGS
 BX0372
 BX0372                          STATION DESCRIPTION
 BX0372
 BX0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0372'13.6 MI E FROM WINNFIELD.
 BX0372'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX0372'WINNFIELD, THENCE 7.1 MILES EAST ALONG STATE HIGHWAY 6.  0.5 MILE EAST
 BX0372'OF A ROAD INTERSECTION, ON TOP OF A RISE, 41 FEET NORTH OF THE CENTER
 BX0372'LINE OF THE HIGHWAY, 25.0 FEET NORTHEAST OF A TELEPHONE POLE, 5.2 FEET
 BX0372'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BX0372'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1767 ***********************************************************************
 CQ1767  DESIGNATION -  P 143
 CQ1767  PID         -  CQ1767
 CQ1767  STATE/COUNTY-  LA/CADDO
 CQ1767  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1767
 CQ1767                         *CURRENT SURVEY CONTROL
 CQ1767  ___________________________________________________________________
 CQ1767* NAD 83(1986)-  32 28 19.     (N)    093 47 49.     (W)     SCALED    
 CQ1767* NAVD 88     -        75.133  (meters)     246.50   (feet)  ADJUSTED  
 CQ1767  ___________________________________________________________________
 CQ1767  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1767  DYNAMIC HT  -          75.049 (meters)     246.22  (feet)  COMP
 CQ1767  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 CQ1767
 CQ1767  VERT ORDER  -  FIRST     CLASS II
 CQ1767
 CQ1767.The horizontal coordinates were scaled from a topographic map and have
 CQ1767.an estimated accuracy of +/- 6 seconds.
 CQ1767
 CQ1767.The orthometric height was determined by differential leveling
 CQ1767.and adjusted by the National Geodetic Survey in June 1991..
 CQ1767
 CQ1767.The geoid height was determined by GEOID03.
 CQ1767
 CQ1767.The dynamic height is computed by dividing the NAVD 88
 CQ1767.geopotential number by the normal gravity value computed on the
 CQ1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1767.degrees latitude (g = 980.6199 gals.).
 CQ1767
 CQ1767.The modeled gravity was interpolated from observed gravity values.
 CQ1767
 CQ1767;                    North         East    Units  Estimated Accuracy
 CQ1767;SPC LA N     -   219,370.      878,090.      MT  (+/- 180 meters Scaled)
 CQ1767
 CQ1767                          SUPERSEDED SURVEY CONTROL
 CQ1767
 CQ1767  NGVD 29 (??/??/??)   75.208  (m)          246.74   (f) ADJUSTED    1 2
 CQ1767
 CQ1767.Superseded values are not recommended for survey control.
 CQ1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1767.See file dsdata.txt to determine how the superseded data were derived.
 CQ1767
 CQ1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR251930(NAD 83)
 CQ1767_MARKER: DB = BENCH MARK DISK
 CQ1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1767_STAMPING: P 143 1954
 CQ1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1767+STABILITY: SURFACE MOTION
 CQ1767
 CQ1767  HISTORY     - Date     Condition        Report By
 CQ1767  HISTORY     - 1955     MONUMENTED       CGS
 CQ1767  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ1767  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1767
 CQ1767                          STATION DESCRIPTION
 CQ1767
 CQ1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1767'3.9 MI SW FROM SHREVEPORT.
 CQ1767'3.9 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE UNION
 CQ1767'STATION AT SHREVEPORT, AT THE CROSSING OF JEWELLA AVENUE, 0.25 MILE
 CQ1767'NORTH OF THE WATER TOWERS AT A GLASS PLANT, 2 1/2 POLES EAST OF
 CQ1767'MILEPOST 6, 115 FEET EAST OF THE CENTER LINE OF JEWELLA AVENUE, 51.4
 CQ1767'FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, 21.5 FEET SOUTH
 CQ1767'OF THE SOUTH RAIL OF THE MAIN TRACK, 15 FEET NORTH OF A POWER POLE,
 CQ1767'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CQ1767'GROUND.
 CQ1767
 CQ1767                          STATION RECOVERY (1995)
 CQ1767
 CQ1767'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ1767'MARK NOT FOUND.
 CQ1767
 CQ1767                          STATION RECOVERY (1999)
 CQ1767
 CQ1767'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1131 ***********************************************************************
 BX1131  DESIGNATION -  P 15 RESET 1959
 BX1131  PID         -  BX1131
 BX1131  STATE/COUNTY-  LA/RAPIDES
 BX1131  USGS QUAD   -  FOREST HILL (1993)
 BX1131
 BX1131                         *CURRENT SURVEY CONTROL
 BX1131  ___________________________________________________________________
 BX1131* NAD 83(1986)-  31 02 31.     (N)    092 31 56.     (W)     SCALED    
 BX1131* NAVD 88     -        50.606  (meters)     166.03   (feet)  ADJUSTED  
 BX1131  ___________________________________________________________________
 BX1131  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX1131  DYNAMIC HT  -          50.542 (meters)     165.82  (feet)  COMP
 BX1131  MODELED GRAV-     979,381.5   (mgal)                       NAVD 88
 BX1131
 BX1131  VERT ORDER  -  FIRST     CLASS I
 BX1131
 BX1131.The horizontal coordinates were scaled from a topographic map and have
 BX1131.an estimated accuracy of +/- 6 seconds.
 BX1131
 BX1131.The orthometric height was determined by differential leveling
 BX1131.and adjusted by the National Geodetic Survey in February 1994..
 BX1131
 BX1131.The geoid height was determined by GEOID03.
 BX1131
 BX1131.The dynamic height is computed by dividing the NAVD 88
 BX1131.geopotential number by the normal gravity value computed on the
 BX1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1131.degrees latitude (g = 980.6199 gals.).
 BX1131
 BX1131.The modeled gravity was interpolated from observed gravity values.
 BX1131
 BX1131;                    North         East    Units  Estimated Accuracy
 BX1131;SPC LA N     -    60,090.      996,920.      MT  (+/- 180 meters Scaled)
 BX1131
 BX1131                          SUPERSEDED SURVEY CONTROL
 BX1131
 BX1131  NAVD 88 (06/15/91)   50.601  (m)          166.01   (f) UNKNOWN     1 1
 BX1131  NGVD 29 (??/??/??)   50.586  (m)          165.96   (f) ADJUSTED    1 1
 BX1131
 BX1131.Superseded values are not recommended for survey control.
 BX1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1131.See file dsdata.txt to determine how the superseded data were derived.
 BX1131
 BX1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ446343(NAD 83)
 BX1131_MARKER: DB = BENCH MARK DISK
 BX1131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1131_SP_SET: FOUNDATION
 BX1131_STAMPING: P 15 RESET 1959
 BX1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1131
 BX1131  HISTORY     - Date     Condition        Report By
 BX1131  HISTORY     - 1959     MONUMENTED       CGS
 BX1131  HISTORY     - 1970     GOOD             NGS
 BX1131  HISTORY     - 19990424 GOOD             USPSQD
 BX1131
 BX1131                          STATION DESCRIPTION
 BX1131
 BX1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1131'IN FOREST HILL.
 BX1131'AT FOREST HILL, 93 YARDS NORTHWEST AND ACROSS THE MISSOURI PACIFIC
 BX1131'RAILROAD FROM THE NORTHWEST CORNER OF THE POST OFFICE, AT THE CROSSING
 BX1131'OF THE RAILROAD AND STATE HIGHWAYS 112 AND 497, 68 1/2 FEET WEST OF
 BX1131'THE WEST RAIL OF THE MAIN TRACK, 41 FEET EAST OF THE CENTER LINE OF
 BX1131'U.S. HIGHWAY 165, SET IN THE CENTER OF THE TOP OF THE EAST EDGE OF AN
 BX1131'ABANDONED CONCRETE FOUNDATION FOR A RAILROAD WARNING SIGNAL, 35 1/2
 BX1131'FEET SOUTH OF THE CENTER LINE OF THE STATE HIGHWAY, 12 1/2 FEET WEST
 BX1131'OF THE WEST RAIL OF AN ABANDONED SIDETRACK, AND ABOUT 3 FEET BELOW THE
 BX1131'LEVEL OF THE TRACK.
 BX1131
 BX1131                          STATION RECOVERY (1999)
 BX1131
 BX1131'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1099 ***********************************************************************
 BK1099  DESIGNATION -  P 16
 BK1099  PID         -  BK1099
 BK1099  STATE/COUNTY-  LA/ALLEN
 BK1099  USGS QUAD   -  OBERLIN (1994)
 BK1099
 BK1099                         *CURRENT SURVEY CONTROL
 BK1099  ___________________________________________________________________
 BK1099* NAD 83(1986)-  30 37 14.     (N)    092 46 07.     (W)     SCALED    
 BK1099* NAVD 88     -        22.894  (meters)      75.11   (feet)  ADJUSTED  
 BK1099  ___________________________________________________________________
 BK1099  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1099  DYNAMIC HT  -          22.864 (meters)      75.01  (feet)  COMP
 BK1099  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BK1099
 BK1099  VERT ORDER  -  FIRST     CLASS I
 BK1099
 BK1099.The horizontal coordinates were scaled from a topographic map and have
 BK1099.an estimated accuracy of +/- 6 seconds.
 BK1099
 BK1099.The orthometric height was determined by differential leveling
 BK1099.and adjusted by the National Geodetic Survey in February 1994..
 BK1099
 BK1099.The geoid height was determined by GEOID03.
 BK1099
 BK1099.The dynamic height is computed by dividing the NAVD 88
 BK1099.geopotential number by the normal gravity value computed on the
 BK1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1099.degrees latitude (g = 980.6199 gals.).
 BK1099
 BK1099.The modeled gravity was interpolated from observed gravity values.
 BK1099
 BK1099;                    North         East    Units  Estimated Accuracy
 BK1099;SPC LA S     -   235,920.      862,390.      MT  (+/- 180 meters Scaled)
 BK1099
 BK1099                          SUPERSEDED SURVEY CONTROL
 BK1099
 BK1099  NAVD 88 (06/15/91)   22.882  (m)           75.07   (f) UNKNOWN     1 1
 BK1099  NGVD 29 (??/??/??)   22.865  (m)           75.02   (f) ADJUSTED    1 1
 BK1099
 BK1099.Superseded values are not recommended for survey control.
 BK1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1099.See file dsdata.txt to determine how the superseded data were derived.
 BK1099
 BK1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP221875(NAD 83)
 BK1099_MARKER: DB = BENCH MARK DISK
 BK1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1099_SP_SET: BUILDING
 BK1099_STAMPING: P 16 1934
 BK1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1099
 BK1099  HISTORY     - Date     Condition        Report By
 BK1099  HISTORY     - 1934     MONUMENTED       CGS
 BK1099  HISTORY     - 1970     GOOD             NGS
 BK1099
 BK1099                          STATION DESCRIPTION
 BK1099
 BK1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1099'0.3 MI W FROM OBERLIN.
 BK1099'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 26 FROM THE MISSOURI PACIFIC
 BK1099'RAILROAD STATION AT OBERLIN, 34.2 FEET SOUTH OF THE NORTHEAST CORNER
 BK1099'OF THE ALLEN PARISH COURTHOUSE, SET VERTICALLY IN THE EAST FACE OF THE
 BK1099'EAST BRICK WALL OF THE BUILDING, 54 1/2 FEET NORTH OF THE CENTER OF
 BK1099'THE EAST ENTRANCE TO THE COURTHOUSE, 69 FEET WEST OF BENCH MARK 3918
 BK1099'(LA.GEOD.S.), AND ABOUT 4 1/2 FEET ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0696 ***********************************************************************
 BK0696  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0696  DESIGNATION -  P 163
 BK0696  PID         -  BK0696
 BK0696  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0696  USGS QUAD   -  MERMENTAU (1984)
 BK0696
 BK0696                         *CURRENT SURVEY CONTROL
 BK0696  ___________________________________________________________________
 BK0696* NAD 83(1992)-  30 11 35.07404(N)    092 36 39.75381(W)     ADJUSTED  
 BK0696* NAVD 88     -         3.45 **(meters)      11.3  **(feet)  LEVELING(2004.65)
 BK0696  **This station is located in a subsidence area (see below).
 BK0696  **This station is included in the VTDP model (see below).
 BK0696  ___________________________________________________________________
 BK0696  EPOCH DATE  -        2004.65
 BK0696  X           -    -251,352.732 (meters)                     COMP
 BK0696  Y           -  -5,511,774.977 (meters)                     COMP
 BK0696  Z           -   3,188,879.469 (meters)                     COMP
 BK0696  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BK0696  ELLIP HEIGHT-         -23.82  (meters)          (06/22/05) GPS OBS
 BK0696  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0696  DYNAMIC HT  -           3.44  (meters)      11.3   (feet)  COMP
 BK0696  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 BK0696
 BK0696  HORZ ORDER  -  B
 BK0696  VERT ORDER  -  THIRD
 BK0696  ELLP ORDER  -  FOURTH    CLASS I
 BK0696
 BK0696.The horizontal coordinates were established by GPS observations
 BK0696.and adjusted by the National Geodetic Survey in June 2005..
 BK0696.The horizontal coordinates are valid at the epoch date displayed above.
 BK0696.The epoch date for horizontal control is a decimal equivalence
 BK0696.of Year/Month/Day.
 BK0696
 BK0696 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0696 ** and geoid heights are valid at the date of observation. These heights
 BK0696 ** must always be validated when used as control.
 BK0696 ** The orthometric height was determined with a Vertical Time-dependent
 BK0696 ** Positioning (VTDP) model and has been validated through GPS observations
 BK0696 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BK0696 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0696 ** epoch indicated which incorporates improved geoid heights for the
 BK0696 ** Southern Louisiana Subsidence area
 BK0696 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0696.The orthometric height was determined by differential leveling.
 BK0696.The vertical network tie was performed by a horz. field party for horz.
 BK0696.obs reductions. Reset procedures were used to establish the elevation.
 BK0696.WARNING-Repeat measurements at this control monument indicate possible
 BK0696.vertical movement.
 BK0696
 BK0696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0696
 BK0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0696
 BK0696.The ellipsoidal height was determined by GPS observations
 BK0696.and is referenced to NAD 83.
 BK0696
 BK0696.The geoid height was determined by GEOID03.
 BK0696
 BK0696.The dynamic height is computed by dividing the NAVD 88
 BK0696.geopotential number by the normal gravity value computed on the
 BK0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0696.degrees latitude (g = 980.6199 gals.).
 BK0696
 BK0696.The modeled gravity was interpolated from observed gravity values.
 BK0696
 BK0696;                    North         East     Units Scale Factor Converg.
 BK0696;SPC LA S     -   188,354.067   876,968.915   MT  0.99993135   -0 38 19.9
 BK0696;SPC LA S     -   617,958.30  2,877,188.85   sFT  0.99993135   -0 38 19.9
 BK0696;UTM  15      - 3,340,243.980   537,441.341   MT  0.99961729   +0 11 44.2
 BK0696
 BK0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0696!SPC LA S     -   1.00000374  x   0.99993135  =   0.99993509
 BK0696!UTM  15      -   1.00000374  x   0.99961729  =   0.99962103
 BK0696
 BK0696                          SUPERSEDED SURVEY CONTROL
 BK0696
 BK0696  NAVD 88 (02/14/94)    3.773  (m)           12.38   (f) ADJUSTED    1 2
 BK0696  NAVD 88 (06/15/91)    3.772  (m)           12.38   (f) UNKNOWN     1 2
 BK0696  NGVD 29 (??/??/??)    3.745  (m)           12.29   (f) ADJUSTED    1 2
 BK0696
 BK0696.Superseded values are not recommended for survey control.
 BK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0696.See file dsdata.txt to determine how the superseded data were derived.
 BK0696
 BK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3744140244(NAD 83)
 BK0696_MARKER: DB = BENCH MARK DISK
 BK0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0696_SP_SET: CONCRETE POST
 BK0696_STAMPING: P 163 1955
 BK0696_MARK LOGO: CGS   
 BK0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0696+STABILITY: SURFACE MOTION
 BK0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0696+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2004
 BK0696
 BK0696  HISTORY     - Date     Condition        Report By
 BK0696  HISTORY     - 1955     MONUMENTED       CGS
 BK0696  HISTORY     - 1970     GOOD             NGS
 BK0696  HISTORY     - 1981     GOOD             NGS
 BK0696  HISTORY     - 1986     GOOD             NGS
 BK0696  HISTORY     - 20040416 GOOD             NGS
 BK0696  HISTORY     - 20041231 GOOD             USPSQD
 BK0696
 BK0696                          STATION DESCRIPTION
 BK0696
 BK0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0696'1.5 MI W FROM MERMENTAU.
 BK0696'ABOUT 1.5 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 BK0696'OFFICE AT MERMENTAU, 126 FEET NORTH OF THE NORTH RAIL, 56 FEET NORTH
 BK0696'OF THE CENTER LINE OF U.S. HIGHWAY 90, 25 1/2 FEET EAST OF THE CENTER
 BK0696'LINE OF A GRAVELED ROAD, 60 1/2 FEET WEST OF A POWER POLE, 48.6 FEET
 BK0696'WEST OF A GAS LINE MARKER POST, 31 FEET SOUTH OF A FENCE, 1.0 FOOT
 BK0696'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BK0696'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 BK0696'ABOVE THE SURFACE OF THE GROUND.  SEC 12, T 10S, R 2W.
 BK0696
 BK0696                          STATION RECOVERY (1981)
 BK0696
 BK0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK0696'RECOVERED IN GOOD CONDITION.
 BK0696
 BK0696                          STATION RECOVERY (1986)
 BK0696
 BK0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0696'RECOVERED IN GOOD CONDITION.
 BK0696
 BK0696                          STATION RECOVERY (2004)
 BK0696
 BK0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0696'THE STATION IS LOCATED ABOUT 3.25 MI EAST OF JENNINGS NEAR THE
 BK0696'SOUTHWEST CORNER OF THE US  LIQUIDS OF LA WASTE DISPOSAL FACILITY.
 BK0696' 
 BK0696'TO REACH THE STATION FROM THE  INTERSECTION OF US HIGHWAY 90 AND AND
 BK0696'STATE HIGHWAYS 102 AND  3055 IN JENNINGS, GO EASTERLY FOR 3.25 MI
 BK0696'ALONG HIGHWAY 90 TO THE STATION ON THE LEFT JUST HAVING  PASSED A
 BK0696'GRAVEL ENTRANCE ROAD FOR THE US LIQUIDS OF LA WASTE DISPOSAL FACILITY
 BK0696'ON THE LEFT.
 BK0696' 
 BK0696'THE STATION IS LOCATED 17.3 M NORTH-NORTHWEST OF THE CENTER OF THE
 BK0696'HIGHWAY, 15.1 M  SOUTH-SOUTHEAST OF A METAL GAS PIPE WITH VALVES
 BK0696'ENCLOSED INSIDE A YELLOW PIPE BARRIER FENCE, 7.7  M EAST-SOUTHEAST OF
 BK0696'THE CENTER OF THE GRAVEL DRIVE AND A CATTLE GUARD, 1.3 M SOUTHEAST OF
 BK0696'WOODEN UTILITY POLE NUMBER 7789 65, AND THE MONUMENT IS PROJECTING 0.1
 BK0696'M ABOVE THE SURROUNDING  GROUND SURFACE.
 BK0696
 BK0696                          STATION RECOVERY (2004)
 BK0696
 BK0696'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1901 ***********************************************************************
 CQ1901  DESIGNATION -  P 177
 CQ1901  PID         -  CQ1901
 CQ1901  STATE/COUNTY-  LA/BOSSIER
 CQ1901  USGS QUAD   -  HUGHES (1981)
 CQ1901
 CQ1901                         *CURRENT SURVEY CONTROL
 CQ1901  ___________________________________________________________________
 CQ1901* NAD 83(1986)-  32 45 37.     (N)    093 43 21.     (W)     SCALED    
 CQ1901* NAVD 88     -        65.014  (meters)     213.30   (feet)  ADJUSTED  
 CQ1901  ___________________________________________________________________
 CQ1901  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ1901  DYNAMIC HT  -          64.941 (meters)     213.06  (feet)  COMP
 CQ1901  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CQ1901
 CQ1901  VERT ORDER  -  FIRST     CLASS II
 CQ1901
 CQ1901.The horizontal coordinates were scaled from a topographic map and have
 CQ1901.an estimated accuracy of +/- 6 seconds.
 CQ1901
 CQ1901.The orthometric height was determined by differential leveling
 CQ1901.and adjusted by the National Geodetic Survey in June 1991..
 CQ1901
 CQ1901.The geoid height was determined by GEOID03.
 CQ1901
 CQ1901.The dynamic height is computed by dividing the NAVD 88
 CQ1901.geopotential number by the normal gravity value computed on the
 CQ1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1901.degrees latitude (g = 980.6199 gals.).
 CQ1901
 CQ1901.The modeled gravity was interpolated from observed gravity values.
 CQ1901
 CQ1901;                    North         East    Units  Estimated Accuracy
 CQ1901;SPC LA N     -   251,270.      885,450.      MT  (+/- 180 meters Scaled)
 CQ1901
 CQ1901                          SUPERSEDED SURVEY CONTROL
 CQ1901
 CQ1901  NGVD 29 (??/??/??)   65.084  (m)          213.53   (f) ADJUSTED    1 2
 CQ1901
 CQ1901.Superseded values are not recommended for survey control.
 CQ1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1901.See file dsdata.txt to determine how the superseded data were derived.
 CQ1901
 CQ1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS323249(NAD 83)
 CQ1901_MARKER: DB = BENCH MARK DISK
 CQ1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1901_STAMPING: P 177 1960
 CQ1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1901+STABILITY: SURFACE MOTION
 CQ1901
 CQ1901  HISTORY     - Date     Condition        Report By
 CQ1901  HISTORY     - 1961     MONUMENTED       CGS
 CQ1901  HISTORY     - 1969     GOOD             LADH
 CQ1901  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1901
 CQ1901                          STATION DESCRIPTION
 CQ1901
 CQ1901'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1901'4.4 MI N FROM BENTON.
 CQ1901'4.4 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILROAD FROM STATION AT
 CQ1901'BENTON, 12 POLES NORTH OF MILEPOST 433, AT A ROAD CROSSING, 46 FEET
 CQ1901'EAST OF EAST RAIL, 28 FEET SOUTH OF CENTER LINE OF THE ROAD, 56 FEET
 CQ1901'SOUTHEAST OF CENTER OF ROAD CROSSING, 1.7 FEET EAST OF A FENCE, 1.5
 CQ1901'FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE RAILS, AND
 CQ1901'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CQ1901
 CQ1901                          STATION RECOVERY (2002)
 CQ1901
 CQ1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1518 ***********************************************************************
 BJ1518  DESIGNATION -  P 178
 BJ1518  PID         -  BJ1518
 BJ1518  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1518  USGS QUAD   -  MANCHAC (1979)
 BJ1518
 BJ1518                         *CURRENT SURVEY CONTROL
 BJ1518  ___________________________________________________________________
 BJ1518* NAD 83(1986)-  30 16 01.     (N)    090 23 50.     (W)     SCALED    
 BJ1518* NAVD 88     -         1.531  (meters)       5.02   (feet)  READJUSTED
 BJ1518  ___________________________________________________________________
 BJ1518  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BJ1518  DYNAMIC HT  -           1.530 (meters)       5.02  (feet)  COMP
 BJ1518  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 BJ1518
 BJ1518  VERT ORDER  -  ?
 BJ1518
 BJ1518.The horizontal coordinates were scaled from a topographic map and have
 BJ1518.an estimated accuracy of +/- 6 seconds.
 BJ1518
 BJ1518.The orthometric height was determined by differential leveling
 BJ1518.and adjusted by the National Geodetic Survey in June 1991..
 BJ1518.The height was derived from older observations constrained to new
 BJ1518.heights in a crustal motion area.  The height is approximate in
 BJ1518.relation to other heights in its vicinity.
 BJ1518
 BJ1518.The geoid height was determined by GEOID03.
 BJ1518
 BJ1518.The dynamic height is computed by dividing the NAVD 88
 BJ1518.geopotential number by the normal gravity value computed on the
 BJ1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1518.degrees latitude (g = 980.6199 gals.).
 BJ1518
 BJ1518.The modeled gravity was interpolated from observed gravity values.
 BJ1518
 BJ1518;                    North         East    Units  Estimated Accuracy
 BJ1518;SPC LA S     -   196,220.    1,090,070.      MT  (+/- 180 meters Scaled)
 BJ1518
 BJ1518                          SUPERSEDED SURVEY CONTROL
 BJ1518
 BJ1518  NGVD 29 (??/??/??)    1.517  (m)            4.98   (f) ADJUSTED    1 1
 BJ1518
 BJ1518.Superseded values are not recommended for survey control.
 BJ1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1518.See file dsdata.txt to determine how the superseded data were derived.
 BJ1518
 BJ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP504512(NAD 83)
 BJ1518_MARKER: DB = BENCH MARK DISK
 BJ1518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1518_STAMPING: P 178 1959
 BJ1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1518
 BJ1518  HISTORY     - Date     Condition        Report By
 BJ1518  HISTORY     - 1959     MONUMENTED       CGS
 BJ1518  HISTORY     - 1969     GOOD             CGS
 BJ1518  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1518
 BJ1518                          STATION DESCRIPTION
 BJ1518
 BJ1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1518'1.05 MI S FROM MANCHAC.
 BJ1518'ABOUT 1.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1518'SOUTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, NEAR MILEPOST
 BJ1518'876, 9.8 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 2 FEET WEST OF
 BJ1518'THE MILEPOST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS A DISK BRAZED
 BJ1518'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 2 FEET ABOVE THE LEVEL
 BJ1518'OF THE GROUND.
 BJ1518
 BJ1518                          STATION RECOVERY (1992)
 BJ1518
 BJ1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1518'THE PIPE WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1761 ***********************************************************************
 BJ1761  DESIGNATION -  P 179
 BJ1761  PID         -  BJ1761
 BJ1761  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1761  USGS QUAD   -  AMITE (1974)
 BJ1761
 BJ1761                         *CURRENT SURVEY CONTROL
 BJ1761  ___________________________________________________________________
 BJ1761* NAD 83(1986)-  30 44 06.     (N)    090 30 30.     (W)     SCALED    
 BJ1761* NAVD 88     -        34.894  (meters)     114.48   (feet)  ADJUSTED  
 BJ1761  ___________________________________________________________________
 BJ1761  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1761  DYNAMIC HT  -          34.848 (meters)     114.33  (feet)  COMP
 BJ1761  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ1761  OBS GRAVITY -     979,351.7   (mgal)                       GRAV_OBS
 BJ1761
 BJ1761  VERT ORDER  -  FIRST     CLASS I
 BJ1761
 BJ1761.The horizontal coordinates were scaled from a topographic map and have
 BJ1761.an estimated accuracy of +/- 6 seconds.
 BJ1761
 BJ1761.The orthometric height was determined by differential leveling
 BJ1761.and adjusted by the National Geodetic Survey in February 1994..
 BJ1761
 BJ1761.The geoid height was determined by GEOID03.
 BJ1761
 BJ1761.The dynamic height is computed by dividing the NAVD 88
 BJ1761.geopotential number by the normal gravity value computed on the
 BJ1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1761.degrees latitude (g = 980.6199 gals.).
 BJ1761
 BJ1761.The modeled gravity was interpolated from observed gravity values.
 BJ1761.The observed gravity was obtained from relative gravimeter ties
 BJ1761.to the IGSN71 gravity network.
 BJ1761
 BJ1761;                    North         East    Units  Estimated Accuracy
 BJ1761;SPC LA S     -   248,030.    1,079,010.      MT  (+/- 180 meters Scaled)
 BJ1761
 BJ1761                          SUPERSEDED SURVEY CONTROL
 BJ1761
 BJ1761  NAVD 88 (06/15/91)   34.943  (m)          114.64   (f) UNKNOWN     1 1
 BJ1761  NGVD 29 (??/??/??)   34.925  (m)          114.58   (f) ADJUSTED    1 1
 BJ1761
 BJ1761.Superseded values are not recommended for survey control.
 BJ1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1761.See file dsdata.txt to determine how the superseded data were derived.
 BJ1761
 BJ1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ385028(NAD 83)
 BJ1761_MARKER: DB = BENCH MARK DISK
 BJ1761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1761_SP_SET: COPPER-CLAD STEEL ROD
 BJ1761_STAMPING: P 179 1959
 BJ1761_MARK LOGO: CGS   
 BJ1761_PROJECTION: RECESSED 15 CENTIMETERS
 BJ1761_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1761+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 BJ1761_ROD/PIPE-DEPTH: 34.1 meters
 BJ1761
 BJ1761  HISTORY     - Date     Condition        Report By
 BJ1761  HISTORY     - 1959     MONUMENTED       CGS
 BJ1761  HISTORY     - 1969     GOOD             CGS
 BJ1761  HISTORY     - 19920611 GOOD             NGS
 BJ1761  HISTORY     - 20031027 GOOD             JCLS
 BJ1761  HISTORY     - 20060110 GOOD             FRELAN
 BJ1761  HISTORY     - 20060414 GOOD             NGS
 BJ1761
 BJ1761                          STATION DESCRIPTION
 BJ1761
 BJ1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1761'0.5 MI N FROM AMITE.
 BJ1761'ABOUT 0.5 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1761'STATION AT AMITE, AT THE CROSSING OF NORTH STREET, NEAR THE NORTHWEST
 BJ1761'CORNER OF THE STEEL FENCE AROUND THE AMITE WATER TANK (ONE OF 3
 BJ1761'TANKS), 105 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE EAST
 BJ1761'TRACK AND THE STREET, 89 FEET EAST OF THE EAST RAIL OF THE EAST SET OF
 BJ1761'TRACKS, 59 FEET NORTHEAST OF THE FIRST TELEPHONE POLE NORTH OF
 BJ1761'MILEPOST 843, 46 FEET SOUTH OF THE CENTER LINE OF NORTH STREET, 22
 BJ1761'FEET SOUTH OF A FIRE HYDRANT, 2.4 FEET WEST OF THE NORTHWEST CORNER OF
 BJ1761'THE FENCE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, 2 FEET BELOW
 BJ1761'THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 BJ1761'STEEL ROD ONE INCH BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A 4
 BJ1761'INCH STEEL PIPE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 BJ1761'A DEPTH OF 112 FEET.  SEC 4, T 4S, R 7E.
 BJ1761
 BJ1761                          STATION RECOVERY (1992)
 BJ1761
 BJ1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1761'IN AMITE, AT THE INTERSECTION OF U.S. HIGHWAY 51 AND NORTH STREET,
 BJ1761'53.8 M (176.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 27.0 M
 BJ1761'(88.6 FT) EAST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL RAILROAD,
 BJ1761'14.9 M (48.9 FT) SOUTH OF THE CENTER OF THE STREET, 6.3 M (20.7 FT)
 BJ1761'SOUTH OF A FIRE HYDRANT, 0.7 M (2.3 FT) WEST OF THE NORTHWEST CORNER
 BJ1761'OF A CHAIN-LINK FENCE ENCLOSING THE STREET DEPARTMENT YARD, 0.5 M
 BJ1761'(1.6 FT) NORTHWEST OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE
 BJ1761'LEVEL OF THE STREET.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL
 BJ1761'PIPE AND IS RECESSED 0.18 M (0.59 FT) BELOW THE GROUND SURFACE.
 BJ1761
 BJ1761                          STATION RECOVERY (2003)
 BJ1761
 BJ1761'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 BJ1761'RECOVERED IN GOOD CONDITION.
 BJ1761
 BJ1761                          STATION RECOVERY (2006)
 BJ1761
 BJ1761'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 BJ1761'RECOVERED IN GOOD CONDITION.
 BJ1761
 BJ1761                          STATION RECOVERY (2006)
 BJ1761
 BJ1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1761'RECOVERED IN GOOD CONDITION. ADD--1.0 FT WEST OF A CARSONITE WITNESS
 BJ1761'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2029 ***********************************************************************
 BJ2029  DESIGNATION -  P 18
 BJ2029  PID         -  BJ2029
 BJ2029  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ2029  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2029
 BJ2029                         *CURRENT SURVEY CONTROL
 BJ2029  ___________________________________________________________________
 BJ2029* NAD 83(1986)-  30 28 16.     (N)    091 14 59.     (W)     SCALED    
 BJ2029* NAVD 88     -         6.51   (+/-2cm)      21.4    (feet)  VERTCON   
 BJ2029  ___________________________________________________________________
 BJ2029  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ2029
 BJ2029  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2029
 BJ2029.The horizontal coordinates were scaled from a topographic map and have
 BJ2029.an estimated accuracy of +/- 6 seconds.
 BJ2029
 BJ2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2029.The vertical order pertains to the NGVD 29 superseded value.
 BJ2029
 BJ2029.The geoid height was determined by GEOID03.
 BJ2029
 BJ2029;                    North         East    Units  Estimated Accuracy
 BJ2029;SPC LA S     -   218,490.    1,008,030.      MT  (+/- 180 meters Scaled)
 BJ2029
 BJ2029                          SUPERSEDED SURVEY CONTROL
 BJ2029
 BJ2029  NGVD 29 (??/??/??)    6.500  (m)           21.33   (f) ADJUSTED    1 2
 BJ2029
 BJ2029.Superseded values are not recommended for survey control.
 BJ2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2029.See file dsdata.txt to determine how the superseded data were derived.
 BJ2029
 BJ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP680722(NAD 83)
 BJ2029_MARKER: DB = BENCH MARK DISK
 BJ2029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2029_SP_SET: POLE
 BJ2029_STAMPING: P 18 1934
 BJ2029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2029
 BJ2029  HISTORY     - Date     Condition        Report By
 BJ2029  HISTORY     - 1934     MONUMENTED       CGS
 BJ2029  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2029
 BJ2029                          STATION DESCRIPTION
 BJ2029
 BJ2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2029'IN GORR.
 BJ2029'ALONG THE TEXAS AND NEW ORLEANS RAILROAD.  AT HIGHWAY CROSSING.  9
 BJ2029'POLES EAST OF MILE POLE NO. 49.  SET IN POLE, 75 FEET EAST OF THE
 BJ2029'CENTERLINE OF THE ROAD, 40 FEET NORTH OF THE NORTH EAST CORNER OF
 BJ2029'STATION PLATFORM AND 20 FEET NORTH OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0074 ***********************************************************************
 BK0074  DESIGNATION -  P 180
 BK0074  PID         -  BK0074
 BK0074  STATE/COUNTY-  LA/EVANGELINE
 BK0074  USGS QUAD   -  VILLE PLATTE (1983)
 BK0074
 BK0074                         *CURRENT SURVEY CONTROL
 BK0074  ___________________________________________________________________
 BK0074* NAD 83(1986)-  30 42 01.     (N)    092 19 45.     (W)     SCALED    
 BK0074* NAVD 88     -        20.83   (+/-2cm)      68.3    (feet)  VERTCON   
 BK0074  ___________________________________________________________________
 BK0074  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0074
 BK0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0074
 BK0074.The horizontal coordinates were scaled from a topographic map and have
 BK0074.an estimated accuracy of +/- 6 seconds.
 BK0074
 BK0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0074.The vertical order pertains to the NGVD 29 superseded value.
 BK0074
 BK0074.The geoid height was determined by GEOID03.
 BK0074
 BK0074;                    North         East    Units  Estimated Accuracy
 BK0074;SPC LA S     -   244,310.      904,600.      MT  (+/- 180 meters Scaled)
 BK0074
 BK0074                          SUPERSEDED SURVEY CONTROL
 BK0074
 BK0074  NGVD 29 (??/??/??)   20.791  (m)           68.21   (f) ADJUSTED    2 0
 BK0074
 BK0074.Superseded values are not recommended for survey control.
 BK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0074.See file dsdata.txt to determine how the superseded data were derived.
 BK0074
 BK0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP642965(NAD 83)
 BK0074_MARKER: DB = BENCH MARK DISK
 BK0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0074_STAMPING: P 180 1960
 BK0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0074+STABILITY: SURFACE MOTION
 BK0074
 BK0074  HISTORY     - Date     Condition        Report By
 BK0074  HISTORY     - 1960     MONUMENTED       CGS
 BK0074  HISTORY     - 1961     GOOD             CGS
 BK0074
 BK0074                          STATION DESCRIPTION
 BK0074
 BK0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0074'3.65 MI NW FROM VILLE PLATTE.
 BK0074'ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BK0074'PACIFIC RAILROAD STATION AT VILLE PLATTE, OR 5.05 MILES SOUTHEAST
 BK0074'ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL AT VIDRINE, IN SECTION 25,
 BK0074'T 4 S, R 1 E, IN THE NORTHWEST CORNER OF THE PHILLIP HOLLIER YARD, 60
 BK0074'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 238 FEET NORTHWEST OF
 BK0074'THE NORTHWEST CORNER OF THE HOLLIER HOUSE, 92 FEET NORTH OF A LONE
 BK0074'42-INCH OAK TREE, 43 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 17
 BK0074'1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, AND SET IN
 BK0074'THE TOP OF A CONCRETE POST FLUSH WITH THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1155 ***********************************************************************
 BX1155  DESIGNATION -  P 181
 BX1155  PID         -  BX1155
 BX1155  STATE/COUNTY-  LA/RAPIDES
 BX1155  USGS QUAD   -  FOREST HILL (1993)
 BX1155
 BX1155                         *CURRENT SURVEY CONTROL
 BX1155  ___________________________________________________________________
 BX1155* NAD 83(1986)-  31 04 39.     (N)    092 33 37.     (W)     SCALED    
 BX1155* NAVD 88     -        64.62   (+/-2cm)     212.0    (feet)  VERTCON   
 BX1155  ___________________________________________________________________
 BX1155  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX1155
 BX1155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1155
 BX1155.The horizontal coordinates were scaled from a topographic map and have
 BX1155.an estimated accuracy of +/- 6 seconds.
 BX1155
 BX1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1155.The vertical order pertains to the NGVD 29 superseded value.
 BX1155
 BX1155.The geoid height was determined by GEOID03.
 BX1155
 BX1155;                    North         East    Units  Estimated Accuracy
 BX1155;SPC LA N     -    64,030.      994,250.      MT  (+/- 180 meters Scaled)
 BX1155
 BX1155                          SUPERSEDED SURVEY CONTROL
 BX1155
 BX1155  NGVD 29 (??/??/??)   64.606  (m)          211.96   (f) ADJUSTED    2 0
 BX1155
 BX1155.Superseded values are not recommended for survey control.
 BX1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1155.See file dsdata.txt to determine how the superseded data were derived.
 BX1155
 BX1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ419382(NAD 83)
 BX1155_MARKER: DB = BENCH MARK DISK
 BX1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1155_STAMPING: P 181 1961
 BX1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1155+STABILITY: SURFACE MOTION
 BX1155
 BX1155  HISTORY     - Date     Condition        Report By
 BX1155  HISTORY     - 1961     MONUMENTED       CGS
 BX1155  HISTORY     - 19870914 GOOD             USPSQD
 BX1155  HISTORY     - 19990424 GOOD             USPSQD
 BX1155
 BX1155                          STATION DESCRIPTION
 BX1155
 BX1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1155'4.6 MI NW FROM FOREST HILL.
 BX1155'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1155'STATION AT FOREST HILL, THENCE 2.4 MILES NORTHWEST ALONG STATE HIGHWAY
 BX1155'112, IN SECTION 10, T 1 N, R 2 W, 0.15 MILE SOUTHEAST OF THE JUNCTION
 BX1155'OF THE HIGHWAY AND A PAVED ROAD, 0.1 MILE NORTHWEST OF A WOODEN
 BX1155'BRIDGE, AT A POWER LINE CROSSING OVER THE HIGHWAY, 41 1/2 FEET
 BX1155'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 69 1/2 FEET EAST OF POWER
 BX1155'POLE NUMBER 28, IN LINE WITH A ROW OF POWER POLES, 2 FEET NORTHEAST OF
 BX1155'A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 BX1155'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1155'PROJECTING 5 INCHES.
 BX1155
 BX1155                          STATION RECOVERY (1987)
 BX1155
 BX1155'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRM)
 BX1155'RECOVERED IN GOOD CONDITION.
 BX1155
 BX1155                          STATION RECOVERY (1999)
 BX1155
 BX1155'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2013 ***********************************************************************
 BX2013  DESIGNATION -  P 182
 BX2013  PID         -  BX2013
 BX2013  STATE/COUNTY-  LA/VERNON
 BX2013  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2013
 BX2013                         *CURRENT SURVEY CONTROL
 BX2013  ___________________________________________________________________
 BX2013* NAD 83(1986)-  31 11 04.     (N)    093 00 43.     (W)     SCALED    
 BX2013* NAVD 88     -        88.98   (+/-2cm)     291.9    (feet)  VERTCON   
 BX2013  ___________________________________________________________________
 BX2013  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX2013
 BX2013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2013
 BX2013.The horizontal coordinates were scaled from a topographic map and have
 BX2013.an estimated accuracy of +/- 6 seconds.
 BX2013
 BX2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2013.The vertical order pertains to the NGVD 29 superseded value.
 BX2013
 BX2013.The geoid height was determined by GEOID03.
 BX2013
 BX2013;                    North         East    Units  Estimated Accuracy
 BX2013;SPC LA N     -    76,010.      951,200.      MT  (+/- 180 meters Scaled)
 BX2013
 BX2013                          SUPERSEDED SURVEY CONTROL
 BX2013
 BX2013  NGVD 29 (??/??/??)   89.031  (m)          292.10   (f) ADJUSTED    2 0
 BX2013
 BX2013.Superseded values are not recommended for survey control.
 BX2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2013.See file dsdata.txt to determine how the superseded data were derived.
 BX2013
 BX2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ988500(NAD 83)
 BX2013_MARKER: DB = BENCH MARK DISK
 BX2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2013_STAMPING: P 182 1961
 BX2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2013+STABILITY: SURFACE MOTION
 BX2013
 BX2013  HISTORY     - Date     Condition        Report By
 BX2013  HISTORY     - 1961     MONUMENTED       CGS
 BX2013  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2013
 BX2013                          STATION DESCRIPTION
 BX2013
 BX2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2013'7.1 MI E FROM SLAGLE.
 BX2013'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2013'AND STORE AT SLAGLE, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 1214,
 BX2013'THENCE 2.65 MILES EAST ALONG STATE HIGHWAY 28, IN SECTION 5, T 2 N, R
 BX2013'6 W, 55 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 90 1/2 FEET WEST
 BX2013'OF THE POST OFFICE AND STORE AT HICKS, 15 1/2 FEET NORTHEAST OF A
 BX2013'BRACED POWER POLE, 11 FEET WEST OF A CORNER FENCE POST, 2 FEET SOUTH
 BX2013'OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 BX2013'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX2013
 BX2013                          STATION RECOVERY (1994)
 BX2013
 BX2013'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1204 ***********************************************************************
 BK1204  DESIGNATION -  P 183
 BK1204  PID         -  BK1204
 BK1204  STATE/COUNTY-  LA/VERNON
 BK1204  USGS QUAD   -  PITKIN (1972)
 BK1204
 BK1204                         *CURRENT SURVEY CONTROL
 BK1204  ___________________________________________________________________
 BK1204* NAD 83(1986)-  30 58 30.     (N)    092 55 03.     (W)     SCALED    
 BK1204* NAVD 88     -        58.81   (+/-2cm)     192.9    (feet)  VERTCON   
 BK1204  ___________________________________________________________________
 BK1204  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BK1204
 BK1204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1204
 BK1204.The horizontal coordinates were scaled from a topographic map and have
 BK1204.an estimated accuracy of +/- 6 seconds.
 BK1204
 BK1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1204.The vertical order pertains to the NGVD 29 superseded value.
 BK1204
 BK1204.The geoid height was determined by GEOID03.
 BK1204
 BK1204;                    North         East    Units  Estimated Accuracy
 BK1204;SPC LA N     -    52,740.      960,120.      MT  (+/- 180 meters Scaled)
 BK1204
 BK1204                          SUPERSEDED SURVEY CONTROL
 BK1204
 BK1204  NGVD 29 (??/??/??)   58.846  (m)          193.06   (f) ADJUSTED    2 0
 BK1204
 BK1204.Superseded values are not recommended for survey control.
 BK1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1204.See file dsdata.txt to determine how the superseded data were derived.
 BK1204
 BK1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ078268(NAD 83)
 BK1204_MARKER: DB = BENCH MARK DISK
 BK1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1204_STAMPING: P 183 1961
 BK1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1204+STABILITY: SURFACE MOTION
 BK1204
 BK1204  HISTORY     - Date     Condition        Report By
 BK1204  HISTORY     - 1961     MONUMENTED       CGS
 BK1204  HISTORY     - 19940611 GOOD             USPSQD
 BK1204  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1204
 BK1204                          STATION DESCRIPTION
 BK1204
 BK1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1204'3.05 MI NE FROM PITKIN.
 BK1204'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 463 FROM THE GULF,
 BK1204'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, IN SECTION 18, T 1
 BK1204'S, R 5 W, 0.15 MILE NORTH OF A WOODEN BRIDGE OVER BOGGY CREEK, 52 FEET
 BK1204'EAST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER
 BK1204'LINE OF A DIRT ROAD, 68 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 BK1204'OF THE HIGHWAY AND DIRT ROAD, 138 FEET SOUTHEAST OF AND ACROSS THE
 BK1204'JUNCTION FROM POWER POLE NUMBER 2047 WHICH BEARS A TRANSFORMER, 2.0
 BK1204'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BK1204'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BK1204
 BK1204                          STATION RECOVERY (1994)
 BK1204
 BK1204'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1204'RECOVERED IN GOOD CONDITION.
 BK1204
 BK1204                          STATION RECOVERY (2001)
 BK1204
 BK1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0244 ***********************************************************************
 BX0244  DESIGNATION -  P 187
 BX0244  PID         -  BX0244
 BX0244  STATE/COUNTY-  LA/CATAHOULA
 BX0244  USGS QUAD   -  JENA EAST (1985)
 BX0244
 BX0244                         *CURRENT SURVEY CONTROL
 BX0244  ___________________________________________________________________
 BX0244* NAD 83(1986)-  31 38 14.     (N)    092 00 26.     (W)     SCALED    
 BX0244* NAVD 88     -        18.67   (+/-2cm)      61.3    (feet)  VERTCON   
 BX0244  ___________________________________________________________________
 BX0244  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX0244
 BX0244  VERT ORDER  -  THIRD (See Below)
 BX0244
 BX0244.The horizontal coordinates were scaled from a topographic map and have
 BX0244.an estimated accuracy of +/- 6 seconds.
 BX0244
 BX0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0244.The vertical order pertains to the NGVD 29 superseded value.
 BX0244
 BX0244.The geoid height was determined by GEOID03.
 BX0244
 BX0244;                    North         East    Units  Estimated Accuracy
 BX0244;SPC LA N     -   126,200.    1,046,740.      MT  (+/- 180 meters Scaled)
 BX0244
 BX0244                          SUPERSEDED SURVEY CONTROL
 BX0244
 BX0244  NGVD 29 (??/??/??)   18.67   (m)           61.3    (f) RESET       3  
 BX0244
 BX0244.Superseded values are not recommended for survey control.
 BX0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0244.See file dsdata.txt to determine how the superseded data were derived.
 BX0244
 BX0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR941006(NAD 83)
 BX0244_MARKER: DB = BENCH MARK DISK
 BX0244_SETTING: 0 = UNSPECIFIED SETTING
 BX0244_STAMPING: P 187 1975
 BX0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0244
 BX0244  HISTORY     - Date     Condition        Report By
 BX0244  HISTORY     - 1975     MONUMENTED       NGS
 BX0244
 BX0244                          STATION DESCRIPTION
 BX0244
 BX0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BX0244'IN RHINEHART.
 BX0244'LOCATED AT RHINEHART IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 BX0244'STATE HIGHWAY 8 AND THE LOUISIANA AND ARKANSAS RAILROAD TRACKS, 93.5
 BX0244'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 56 FEET SOUTHWEST OF THE
 BX0244'SOUTHWEST RAIL OF THE MAIN TRACK, 1 FOOT SOUTHEAST OF THE NORTHWEST
 BX0244'CORNER OF A FENCED YARD AROUND MR. BOWIES HOUSE, 46.2 FEET NORTHWEST
 BX0244'OF THE NORTHWEST CORNER OF MR. JACK BOWIES HOUSE, 12 FEET NORTH OF A
 BX0244'CEDAR TREE, 28 FEET NORTHWEST NORTHEAST OF THE PROJECTED PLANE OF THE
 BX0244'NORTHEAST WALL OF THE BOWIE HOUSE, AND 1.5 FEET SOUTHEAST OF A METAL
 BX0244'WITNESS POST.  IT IS A SHORT ROD TYPE MARK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0933 ***********************************************************************
 BJ0933  DESIGNATION -  P 19
 BJ0933  PID         -  BJ0933
 BJ0933  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0933  USGS QUAD   -  HAMMOND (1994)
 BJ0933
 BJ0933                         *CURRENT SURVEY CONTROL
 BJ0933  ___________________________________________________________________
 BJ0933* NAD 83(1986)-  30 30 25.     (N)    090 27 44.     (W)     SCALED    
 BJ0933* NAVD 88     -        14.606  (meters)      47.92   (feet)  ADJUSTED  
 BJ0933  ___________________________________________________________________
 BJ0933  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0933  DYNAMIC HT  -          14.587 (meters)      47.86  (feet)  COMP
 BJ0933  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ0933
 BJ0933  VERT ORDER  -  FIRST     CLASS II
 BJ0933
 BJ0933.The horizontal coordinates were scaled from a topographic map and have
 BJ0933.an estimated accuracy of +/- 6 seconds.
 BJ0933
 BJ0933.The orthometric height was determined by differential leveling
 BJ0933.and adjusted by the National Geodetic Survey in February 1994..
 BJ0933.WARNING-Repeat measurements at this control monument indicate possible
 BJ0933.vertical movement.
 BJ0933
 BJ0933.The geoid height was determined by GEOID03.
 BJ0933
 BJ0933.The dynamic height is computed by dividing the NAVD 88
 BJ0933.geopotential number by the normal gravity value computed on the
 BJ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0933.degrees latitude (g = 980.6199 gals.).
 BJ0933
 BJ0933.The modeled gravity was interpolated from observed gravity values.
 BJ0933
 BJ0933;                    North         East    Units  Estimated Accuracy
 BJ0933;SPC LA S     -   222,780.    1,083,620.      MT  (+/- 180 meters Scaled)
 BJ0933
 BJ0933                          SUPERSEDED SURVEY CONTROL
 BJ0933
 BJ0933  NAVD 88 (06/15/91)   14.639  (m)           48.03   (f) UNKNOWN     1 2
 BJ0933  NGVD 29 (??/??/??)   14.619  (m)           47.96   (f) ADJUSTED    1 2
 BJ0933
 BJ0933.Superseded values are not recommended for survey control.
 BJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0933.See file dsdata.txt to determine how the superseded data were derived.
 BJ0933
 BJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP435777(NAD 83)
 BJ0933_MARKER: DB = BENCH MARK DISK
 BJ0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0933_SP_SET: BUILDING
 BJ0933_STAMPING: P 19 1934 48.300
 BJ0933_MARK LOGO: CGS   
 BJ0933_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0933+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 BJ0933
 BJ0933  HISTORY     - Date     Condition        Report By
 BJ0933  HISTORY     - 1934     MONUMENTED       CGS
 BJ0933  HISTORY     - 1969     GOOD             CGS
 BJ0933  HISTORY     - 1976     GOOD             NGS
 BJ0933  HISTORY     - 1978     GOOD             USE
 BJ0933  HISTORY     - 1986     GOOD             NGS
 BJ0933  HISTORY     - 19920611 GOOD             NGS
 BJ0933  HISTORY     - 20060720 GOOD             NGS
 BJ0933
 BJ0933                          STATION DESCRIPTION
 BJ0933
 BJ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0933'IN HAMMOND.
 BJ0933'AT HAMMOND, ALONG THE ILLINOIS CENTRAL RAILROAD, SET VERTICALLY IN THE
 BJ0933'EAST BRICK FACE OF THE RAILROAD STATION, MIDWAY BETWEEN THE TWO EAST
 BJ0933'WINDOWS OF THE TICKET OFFICE, 19 FEET WEST OF THE WEST RAIL OF THE
 BJ0933'WEST TRACK, 113.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING
 BJ0933'AND 3.5 FEET ABOVE THE BRICK PLATFORM AROUND THE STATION.
 BJ0933
 BJ0933                          STATION RECOVERY (1976)
 BJ0933
 BJ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0933'RECOVERED IN GOOD CONDITION.
 BJ0933
 BJ0933                          STATION RECOVERY (1978)
 BJ0933
 BJ0933'RECOVERY NOTE BY US ENGINEERS 1978
 BJ0933'RECOVERED IN GOOD CONDITION.
 BJ0933
 BJ0933                          STATION RECOVERY (1986)
 BJ0933
 BJ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0933'RECOVERED IN GOOD CONDITION.
 BJ0933
 BJ0933                          STATION RECOVERY (1992)
 BJ0933
 BJ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ0933'IN HAMMOND, SET VERTICALLY IN THE NORTHEAST FACE OF THE ILLINOIS
 BJ0933'CENTRAL RAILROAD STATION AT 300 NORTHWEST RAILROAD AVENUE, 40.1 M
 BJ0933'(131.6 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE STATION, 10.1 M
 BJ0933'(33.1 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.1 M (3.6 FT) ABOVE THE
 BJ0933'LEVEL OF A SIDEWALK.
 BJ0933
 BJ0933                          STATION RECOVERY (2006)
 BJ0933
 BJ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ0933'ILLINOIS CENTRAL RR IS NOW PART OF CANADIAN NATIONAL RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0971 ***********************************************************************
 BJ0971  DESIGNATION -  P 197
 BJ0971  PID         -  BJ0971
 BJ0971  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0971  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0971
 BJ0971                         *CURRENT SURVEY CONTROL
 BJ0971  ___________________________________________________________________
 BJ0971* NAD 83(1986)-  30 26 38.     (N)    091 10 23.     (W)     SCALED    
 BJ0971* NAVD 88     -        17.068  (meters)      56.00   (feet)  ADJUSTED  
 BJ0971  ___________________________________________________________________
 BJ0971  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0971  DYNAMIC HT  -          17.045 (meters)      55.92  (feet)  COMP
 BJ0971  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BJ0971
 BJ0971  VERT ORDER  -  FIRST     CLASS I
 BJ0971
 BJ0971.The horizontal coordinates were scaled from a topographic map and have
 BJ0971.an estimated accuracy of +/- 6 seconds.
 BJ0971
 BJ0971.The orthometric height was determined by differential leveling
 BJ0971.and adjusted by the National Geodetic Survey in February 1994..
 BJ0971
 BJ0971.The geoid height was determined by GEOID03.
 BJ0971
 BJ0971.The dynamic height is computed by dividing the NAVD 88
 BJ0971.geopotential number by the normal gravity value computed on the
 BJ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0971.degrees latitude (g = 980.6199 gals.).
 BJ0971
 BJ0971.The modeled gravity was interpolated from observed gravity values.
 BJ0971
 BJ0971;                    North         East    Units  Estimated Accuracy
 BJ0971;SPC LA S     -   215,480.    1,015,400.      MT  (+/- 180 meters Scaled)
 BJ0971
 BJ0971                          SUPERSEDED SURVEY CONTROL
 BJ0971
 BJ0971  NGVD 29 (??/??/??)   17.068  (m)           56.00   (f) ADJUSTED    1 1
 BJ0971
 BJ0971.Superseded values are not recommended for survey control.
 BJ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0971.See file dsdata.txt to determine how the superseded data were derived.
 BJ0971
 BJ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP754693(NAD 83)
 BJ0971_MARKER: DB = BENCH MARK DISK
 BJ0971_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0971_SP_SET: FOUNDATION WALL
 BJ0971_STAMPING: P 197 1964
 BJ0971_MARK LOGO: CGS   
 BJ0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0971+STABILITY: SURFACE MOTION
 BJ0971
 BJ0971  HISTORY     - Date     Condition        Report By
 BJ0971  HISTORY     - 1964     MONUMENTED       CGS
 BJ0971  HISTORY     - 1976     GOOD             NGS
 BJ0971  HISTORY     - 1987     GOOD             LA-033
 BJ0971  HISTORY     - 19980314 GOOD             USPSQD
 BJ0971
 BJ0971                          STATION DESCRIPTION
 BJ0971
 BJ0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0971'IN BATON ROUGE.
 BJ0971'AT BATON ROUGE, ABOUT 1.05 MILES EAST ALONG GOVERNMENT STREET FROM THE
 BJ0971'ILLINOIS CENTRAL RAILROAD STATION, AT THE GULF STATE UTILITIES BLDG,
 BJ0971'NEAR THE INTERSECTION OF GOVERNMENT STREET AND SOUTH 15TH STREET, 64.5
 BJ0971'FEET NORTH OF THE NORTH CURB OF GOVERNMENT STREET, 78.0 FEET EAST OF
 BJ0971'THE EAST CURB OF SOUTH 15TH STREET, 2.8 FEET EAST OF THE SOUTHWEST
 BJ0971'CORNER OF THE BUILDING, SET VERTICALLY IN THE SOUTH CONCRETE
 BJ0971'FOUNDATION OF THE BUILDING AND 1.8 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0971
 BJ0971                          STATION RECOVERY (1976)
 BJ0971
 BJ0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0971'0.8 MILE EAST ALONG GOVERNMENT STREET FROM ITS INTERSECTION WITH SAINT
 BJ0971'LOUIS STREET, AT SOUTH 15TH STREET AND GOVERNMENT STREET, SET
 BJ0971'VERTICALLY IN THE SOUTHWEST CORNER OF THE GULF STATE UTILITIES RED
 BJ0971'BRICK BUILDING, 64.5 FT. NORTH OF NORTH CURB OF GOVERNMENT STREET,
 BJ0971'78 FT EAST OF EAST CURB OF SOUTH 15TH STREET, 2.8 FT. EAST OF
 BJ0971'SOUTHWEST CORNER OF BUILDING.
 BJ0971
 BJ0971                          STATION RECOVERY (1987)
 BJ0971
 BJ0971'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0971'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 1.3 KM
 BJ0971'(0.8 MI) EAST ALONG GOVERNMENT STREET FROM THE INTERSECTION OF
 BJ0971'GOVERNMENT STREET AND SAINT LOUIS STREET TO SOUTH 15TH STREET AND
 BJ0971'GULF STATES UTILITIES BUILDING.  THE MARK IS SET VERTICALLY IN THE
 BJ0971'SOUTHWEST CORNER OF THE SOUTH FACE OF A RED BRICK BUILDING, 23.8
 BJ0971'METERS (78 FT) EAST OF THE EAST CURB OF SOUTH 15TH STREET, 19.7
 BJ0971'METERS (64.5 FT) NORTH OF THE NORTH CURB OF GOVERNMENT STREET, 16.0
 BJ0971'METERS (52.5 FT) NORTH OF A HURRICANE FENCE AROUND THE BUILDING, AND
 BJ0971'0.85 METERS (2.8 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 BJ0971'THE MARK IS 0.61 M ABOVE GROUND.
 BJ0971
 BJ0971                          STATION RECOVERY (1998)
 BJ0971
 BJ0971'RECOVERY NOTE BY US POWER SQUADRON 1998
 BJ0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1237 ***********************************************************************
 BJ1237  DESIGNATION -  P 20
 BJ1237  PID         -  BJ1237
 BJ1237  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1237  USGS QUAD   -  SPRING CREEK (1983)
 BJ1237
 BJ1237                         *CURRENT SURVEY CONTROL
 BJ1237  ___________________________________________________________________
 BJ1237* NAD 83(1986)-  30 59 37.     (N)    090 28 32.     (W)     SCALED    
 BJ1237* NAVD 88     -        75.951  (meters)     249.18   (feet)  ADJUSTED  
 BJ1237  ___________________________________________________________________
 BJ1237  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ1237  DYNAMIC HT  -          75.854 (meters)     248.86  (feet)  COMP
 BJ1237  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 BJ1237
 BJ1237  VERT ORDER  -  FIRST     CLASS I
 BJ1237
 BJ1237.The horizontal coordinates were scaled from a topographic map and have
 BJ1237.an estimated accuracy of +/- 6 seconds.
 BJ1237
 BJ1237.The orthometric height was determined by differential leveling
 BJ1237.and adjusted by the National Geodetic Survey in February 1994..
 BJ1237
 BJ1237.The geoid height was determined by GEOID03.
 BJ1237
 BJ1237.The dynamic height is computed by dividing the NAVD 88
 BJ1237.geopotential number by the normal gravity value computed on the
 BJ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1237.degrees latitude (g = 980.6199 gals.).
 BJ1237
 BJ1237.The modeled gravity was interpolated from observed gravity values.
 BJ1237
 BJ1237;                    North         East    Units  Estimated Accuracy
 BJ1237;SPC LA S     -   276,720.    1,081,930.      MT  (+/- 180 meters Scaled)
 BJ1237
 BJ1237                          SUPERSEDED SURVEY CONTROL
 BJ1237
 BJ1237  NAVD 88 (06/15/91)   75.964  (m)          249.23   (f) UNKNOWN     1 1
 BJ1237  NGVD 29 (??/??/??)   75.949  (m)          249.18   (f) ADJUSTED    1 1
 BJ1237
 BJ1237.Superseded values are not recommended for survey control.
 BJ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1237.See file dsdata.txt to determine how the superseded data were derived.
 BJ1237
 BJ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ410316(NAD 83)
 BJ1237_MARKER: DB = BENCH MARK DISK
 BJ1237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1237_SP_SET: HEADWALL
 BJ1237_STAMPING: P 20 1934 249.333
 BJ1237_MARK LOGO: CGS   
 BJ1237_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1237+STABILITY: SURFACE MOTION
 BJ1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1237+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1992
 BJ1237
 BJ1237  HISTORY     - Date     Condition        Report By
 BJ1237  HISTORY     - 1934     MONUMENTED       CGS
 BJ1237  HISTORY     - 1969     GOOD             CGS
 BJ1237  HISTORY     - 19920712 GOOD             NGS
 BJ1237
 BJ1237                          STATION DESCRIPTION
 BJ1237
 BJ1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1237'0.9 MI SW FROM OSYKA, MS.
 BJ1237'ABOUT 0.9 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1237'CROSSING OF STATE HIGHWAY 584 (LIBERTY STREET) AT OSYKA, PIKE COUNTY,
 BJ1237'MISSISSIPPI, 0.45 MILE SOUTHWEST OF THE LOUISIANA-MISSISSIPPI STATE
 BJ1237'LINE, 0.85 MILE NORTHEAST OF THE CROSSING OF LOUISIANA STATE HIGHWAY
 BJ1237'1054, 0.35 MILE NORTHEAST OF MILEPOST 825, SET ON THE TOP OF THE
 BJ1237'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL FOR A 36-INCH CAST
 BJ1237'IRON PIPE CULVERT UNDER THE TRACKS, 13.5 FEET NORTHWEST OF THE
 BJ1237'NORTHWEST RAIL OF THE NORTHWEST TRACK AND 2 FEET BELOW THE LEVEL OF
 BJ1237'THE TRACK.
 BJ1237
 BJ1237                          STATION RECOVERY (1992)
 BJ1237
 BJ1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1237'7.0 KM (4.35 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1237'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, IN TOP OF AND 0.4 M
 BJ1237'(1.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 BJ1237'HEADWALL OF A CULVERT, 4.3 M (14.1 FT) NORTHWEST OF THE NEAR RAIL,
 BJ1237'AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0323 ***********************************************************************
 BJ0323  DESIGNATION -  P 205
 BJ0323  PID         -  BJ0323
 BJ0323  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0323  USGS QUAD   -  LOTTIE (1994)
 BJ0323
 BJ0323                         *CURRENT SURVEY CONTROL
 BJ0323  ___________________________________________________________________
 BJ0323* NAD 83(1986)-  30 32 26.     (N)    091 44 33.     (W)     SCALED    
 BJ0323* NAVD 88     -        12.785  (meters)      41.95   (feet)  ADJUSTED  
 BJ0323  ___________________________________________________________________
 BJ0323  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0323  DYNAMIC HT  -          12.768 (meters)      41.89  (feet)  COMP
 BJ0323  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ0323
 BJ0323  VERT ORDER  -  FIRST     CLASS I
 BJ0323
 BJ0323.The horizontal coordinates were scaled from a topographic map and have
 BJ0323.an estimated accuracy of +/- 6 seconds.
 BJ0323
 BJ0323.The orthometric height was determined by differential leveling
 BJ0323.and adjusted by the National Geodetic Survey in February 1994..
 BJ0323
 BJ0323.The geoid height was determined by GEOID03.
 BJ0323
 BJ0323.The dynamic height is computed by dividing the NAVD 88
 BJ0323.geopotential number by the normal gravity value computed on the
 BJ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0323.degrees latitude (g = 980.6199 gals.).
 BJ0323
 BJ0323.The modeled gravity was interpolated from observed gravity values.
 BJ0323
 BJ0323;                    North         East    Units  Estimated Accuracy
 BJ0323;SPC LA S     -   226,260.      960,740.      MT  (+/- 180 meters Scaled)
 BJ0323
 BJ0323                          SUPERSEDED SURVEY CONTROL
 BJ0323
 BJ0323  NAVD 88 (06/15/91)   12.833  (m)           42.10   (f) UNKNOWN     1 1
 BJ0323  NGVD 29 (??/??/??)   12.804  (m)           42.01   (f) ADJUSTED    1 1
 BJ0323
 BJ0323.Superseded values are not recommended for survey control.
 BJ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0323.See file dsdata.txt to determine how the superseded data were derived.
 BJ0323
 BJ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP206793(NAD 83)
 BJ0323_MARKER: DB = BENCH MARK DISK
 BJ0323_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0323_SP_SET: PIER
 BJ0323_STAMPING: P 205 1964
 BJ0323_MARK LOGO: CGS   
 BJ0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0323
 BJ0323  HISTORY     - Date     Condition        Report By
 BJ0323  HISTORY     - 1964     MONUMENTED       CGS
 BJ0323  HISTORY     - 1966     GOOD             CGS
 BJ0323  HISTORY     - 1976     GOOD             NGS
 BJ0323  HISTORY     - 1986     GOOD             NGS
 BJ0323
 BJ0323                          STATION DESCRIPTION
 BJ0323
 BJ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0323'1.0 MI E FROM KROTZ SPRINGS.
 BJ0323'ABOUT 1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0323'STATION AT KROTZ SPRINGS, SET IN THE TOP OF THE NORTH END OF THE EAST
 BJ0323'CONCRETE PIER OF THE BRIDGE OVER THE ATCHAFALAYA RIVER, 4 FEET NORTH
 BJ0323'OF THE NORTH RAIL, 6 FEET SOUTH OF THE NORTH EDGE OF THE PIER, 0.4
 BJ0323'FOOT SOUTH OF THE SOUTHEAST CORNER OF A FOOTING PLATE FOR A METAL
 BJ0323'TRUSS, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 BJ0323
 BJ0323                          STATION RECOVERY (1966)
 BJ0323
 BJ0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ0323'RECOVERED IN GOOD CONDITION.
 BJ0323
 BJ0323                          STATION RECOVERY (1976)
 BJ0323
 BJ0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0323'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0323'POST OFFICE, AT A STEEL TRUSS BRIDGE OVER THE ATCHAFALYA RIVER
 BJ0323'4.1 FT NORTH OF THE NORTH RAIL, 6.0 FT SOUTH OF THE NORTH EDGE OF
 BJ0323'THE PIER, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE PIER,
 BJ0323
 BJ0323                          STATION RECOVERY (1986)
 BJ0323
 BJ0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0127 ***********************************************************************
 BJ0127  DESIGNATION -  P 206
 BJ0127  PID         -  BJ0127
 BJ0127  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0127  USGS QUAD   -  WALLS (1994)
 BJ0127
 BJ0127                         *CURRENT SURVEY CONTROL
 BJ0127  ___________________________________________________________________
 BJ0127* NAD 83(1986)-  30 33 43.     (N)    091 17 04.     (W)     SCALED    
 BJ0127* NAVD 88     -         9.56   (+/-2cm)      31.4    (feet)  VERTCON   
 BJ0127  ___________________________________________________________________
 BJ0127  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0127
 BJ0127  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0127
 BJ0127.The horizontal coordinates were scaled from a topographic map and have
 BJ0127.an estimated accuracy of +/- 6 seconds.
 BJ0127
 BJ0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0127.The vertical order pertains to the NGVD 29 superseded value.
 BJ0127
 BJ0127.The geoid height was determined by GEOID03.
 BJ0127
 BJ0127;                    North         East    Units  Estimated Accuracy
 BJ0127;SPC LA S     -   228,560.    1,004,690.      MT  (+/- 180 meters Scaled)
 BJ0127
 BJ0127                          SUPERSEDED SURVEY CONTROL
 BJ0127
 BJ0127  NGVD 29 (??/??/??)    9.549  (m)           31.33   (f) ADJUSTED    1 2
 BJ0127
 BJ0127.Superseded values are not recommended for survey control.
 BJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0127.See file dsdata.txt to determine how the superseded data were derived.
 BJ0127
 BJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP645823(NAD 83)
 BJ0127_MARKER: DB = BENCH MARK DISK
 BJ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0127_STAMPING: P 206 1964
 BJ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0127+STABILITY: SURFACE MOTION
 BJ0127
 BJ0127  HISTORY     - Date     Condition        Report By
 BJ0127  HISTORY     - 1964     MONUMENTED       CGS
 BJ0127  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0127
 BJ0127                          STATION DESCRIPTION
 BJ0127
 BJ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0127'1.6 MI N FROM DEVALL.
 BJ0127'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0127'ELEMENTARY SCHOOL AT DEVALL, AT A CURVE IN THE HIGHWAY, 48 FEET
 BJ0127'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 200 FEET SOUTH OF THE
 BJ0127'CENTER LINE OF A DIRT LEVEE, 108 FEET NORTHWEST OF THE CENTER OF AN
 BJ0127'ALUMINUM GATE ACROSS A GRAVELED ROAD LEADING TO THE TOP OF THE LEVEE,
 BJ0127'2 FEET NORTHEAST OF A FENCE, 2.5 FEET NORTHEAST OF A WOODEN WITNESS
 BJ0127'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 BJ0127'A CONCRETE POST PROJECTING 4 INCHES.
 BJ0127
 BJ0127                          STATION RECOVERY (1976)
 BJ0127
 BJ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0127'A THROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 BJ0127'BELIEVED DESTROYED BY LEVEE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0038 ***********************************************************************
 BJ0038  DESIGNATION -  P 207
 BJ0038  PID         -  BJ0038
 BJ0038  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0038  USGS QUAD   -  LACOUR (1994)
 BJ0038
 BJ0038                         *CURRENT SURVEY CONTROL
 BJ0038  ___________________________________________________________________
 BJ0038* NAD 83(1986)-  30 45 44.     (N)    091 36 16.     (W)     SCALED    
 BJ0038* NAVD 88     -        11.326  (meters)      37.16   (feet)  ADJUSTED  
 BJ0038  ___________________________________________________________________
 BJ0038  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0038  DYNAMIC HT  -          11.312 (meters)      37.11  (feet)  COMP
 BJ0038  MODELED GRAV-     979,366.6   (mgal)                       NAVD 88
 BJ0038
 BJ0038  VERT ORDER  -  FIRST     CLASS I
 BJ0038
 BJ0038.The horizontal coordinates were scaled from a topographic map and have
 BJ0038.an estimated accuracy of +/- 6 seconds.
 BJ0038
 BJ0038.The orthometric height was determined by differential leveling
 BJ0038.and adjusted by the National Geodetic Survey in February 1994..
 BJ0038
 BJ0038.The geoid height was determined by GEOID03.
 BJ0038
 BJ0038.The dynamic height is computed by dividing the NAVD 88
 BJ0038.geopotential number by the normal gravity value computed on the
 BJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0038.degrees latitude (g = 980.6199 gals.).
 BJ0038
 BJ0038.The modeled gravity was interpolated from observed gravity values.
 BJ0038
 BJ0038;                    North         East    Units  Estimated Accuracy
 BJ0038;SPC LA S     -   250,790.      974,040.      MT  (+/- 180 meters Scaled)
 BJ0038
 BJ0038                          SUPERSEDED SURVEY CONTROL
 BJ0038
 BJ0038  NAVD 88 (06/15/91)   11.360  (m)           37.27   (f) UNKNOWN     1 1
 BJ0038  NGVD 29 (??/??/??)   11.318  (m)           37.13   (f) ADJUSTED    1 1
 BJ0038
 BJ0038.Superseded values are not recommended for survey control.
 BJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0038.See file dsdata.txt to determine how the superseded data were derived.
 BJ0038
 BJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ335040(NAD 83)
 BJ0038_MARKER: DB = BENCH MARK DISK
 BJ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0038_STAMPING: P 207 1964
 BJ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0038+STABILITY: SURFACE MOTION
 BJ0038
 BJ0038  HISTORY     - Date     Condition        Report By
 BJ0038  HISTORY     - 1964     MONUMENTED       CGS
 BJ0038  HISTORY     - 1976     GOOD             NGS
 BJ0038
 BJ0038                          STATION DESCRIPTION
 BJ0038
 BJ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0038'2.1 MI NW FROM MORGANZA.
 BJ0038'ABOUT 1.0 MILE NORTHWEST ALONG STATE ROAD 1 FROM THE TEXAS AND PACIFIC
 BJ0038'RAILROAD STATION AT MORGANZA, THENCE 1.1 MILES NORTHWEST ALONG A ROAD
 BJ0038'ON THE TOP OF A LEVEE, AT THE EDGE OF THE TIMBER LINE, 196 FEET WEST
 BJ0038'OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF AN 8-INCH LOCUST TREE
 BJ0038'WITH A METAL WITNESS SHIELD NAILED ON THE EAST SIDE, AND SET IN THE
 BJ0038'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BJ0038
 BJ0038                          STATION RECOVERY (1976)
 BJ0038
 BJ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0038'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BJ0038'MORGANZA, THENCE 1.1 MILES NORTHWEST ALONG THE SOUTHEAST LEVEE OF THE
 BJ0038'MORGANZA FLOODWAY, 0.15 MILE NORTH OF A CATTLE GUARD, 161 FT WEST OF
 BJ0038'THE CENTER LINE OF THE LEVEE ROAD, 10 FT SOUTH OF A LOCUST TREE
 BJ0038'BEARING A WITNESS PLAQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0808 ***********************************************************************
 BJ0808  DESIGNATION -  P 208
 BJ0808  PID         -  BJ0808
 BJ0808  STATE/COUNTY-  LA/IBERVILLE
 BJ0808  USGS QUAD   -  ADDIS (1992)
 BJ0808
 BJ0808                         *CURRENT SURVEY CONTROL
 BJ0808  ___________________________________________________________________
 BJ0808* NAD 83(1986)-  30 16 26.     (N)    091 15 30.     (W)     SCALED    
 BJ0808* NAVD 88     -         6.237  (meters)      20.46   (feet)  ADJUSTED  
 BJ0808  ___________________________________________________________________
 BJ0808  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0808  DYNAMIC HT  -           6.229 (meters)      20.44  (feet)  COMP
 BJ0808  MODELED GRAV-     979,316.6   (mgal)                       NAVD 88
 BJ0808
 BJ0808  VERT ORDER  -  FIRST     CLASS I
 BJ0808
 BJ0808.The horizontal coordinates were scaled from a topographic map and have
 BJ0808.an estimated accuracy of +/- 6 seconds.
 BJ0808
 BJ0808.The orthometric height was determined by differential leveling
 BJ0808.and adjusted by the National Geodetic Survey in February 1994..
 BJ0808
 BJ0808.The geoid height was determined by GEOID03.
 BJ0808
 BJ0808.The dynamic height is computed by dividing the NAVD 88
 BJ0808.geopotential number by the normal gravity value computed on the
 BJ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0808.degrees latitude (g = 980.6199 gals.).
 BJ0808
 BJ0808.The modeled gravity was interpolated from observed gravity values.
 BJ0808
 BJ0808;                    North         East    Units  Estimated Accuracy
 BJ0808;SPC LA S     -   196,630.    1,007,220.      MT  (+/- 180 meters Scaled)
 BJ0808
 BJ0808                          SUPERSEDED SURVEY CONTROL
 BJ0808
 BJ0808  NGVD 29 (??/??/??)    6.251  (m)           20.51   (f) ADJUSTED    1 1
 BJ0808
 BJ0808.Superseded values are not recommended for survey control.
 BJ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0808.See file dsdata.txt to determine how the superseded data were derived.
 BJ0808
 BJ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP675504(NAD 83)
 BJ0808_MARKER: DB = BENCH MARK DISK
 BJ0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0808_STAMPING: P 208 1964
 BJ0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0808+STABILITY: SURFACE MOTION
 BJ0808
 BJ0808  HISTORY     - Date     Condition        Report By
 BJ0808  HISTORY     - 1964     MONUMENTED       CGS
 BJ0808  HISTORY     - 1976     GOOD             NGS
 BJ0808
 BJ0808                          STATION DESCRIPTION
 BJ0808
 BJ0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0808'2.25 MI SW FROM PLAQUEMINE.
 BJ0808'ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BJ0808'AT PLAQUEMINE, THENCE 0.85 MILE SOUTHWEST ALONG BAYOU ROAD, THENCE
 BJ0808'1.15 MILES SOUTHWEST ALONG STATE ROAD 3066, 91 FEET EAST OF THE CENTER
 BJ0808'LINE OF THE ROAD, 6 FEET WEST OF THE NORTHEAST CORNER OF A FENCE
 BJ0808'AROUND THE IBERVILLE PARISH DOG POUND, 6 FEET SOUTH OF A 16-INCH
 BJ0808'CHINABERRY TREE, 1 FOOT NORTH OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL
 BJ0808'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 BJ0808'INCHES.  NOTE-- THIS MARK IS ABOUT 1.0 MILE NORTHEAST OF BENCH MARK Q
 BJ0808'208 1964 WHICH IS DESCRIBED FROM CRESCENT.
 BJ0808
 BJ0808                          STATION RECOVERY (1976)
 BJ0808
 BJ0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0808'1.5 MILE SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0808'FROM THE POST OFFICE, 0.4 MILE SOUTHWEST OF THE JUNCTION OF BANKS
 BJ0808'STREET, AT THE NORTHEAST CORNER OF A FENCE AROUND THE IBERVILLE PARISH
 BJ0808'DOG POUND, 91 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 75 FT
 BJ0808'SOUTHEAST OF THE CENTER LINE OF A SHELL ROAD TO THE CITY MUNICIPAL
 BJ0808'STEAM PLANT, 6 FT WEST OF THE FENCE CORNER, 6 FT SOUTH OF A TREE ,
 BJ0808'1.0 FT NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0841 ***********************************************************************
 BJ0841  DESIGNATION -  P 209
 BJ0841  PID         -  BJ0841
 BJ0841  STATE/COUNTY-  LA/IBERVILLE
 BJ0841  USGS QUAD   -  PIGEON (1980)
 BJ0841
 BJ0841                         *CURRENT SURVEY CONTROL
 BJ0841  ___________________________________________________________________
 BJ0841* NAD 83(1986)-  30 03 01.     (N)    091 15 52.     (W)     SCALED    
 BJ0841* NAVD 88     -         1.656  (meters)       5.43   (feet)  ADJUSTED  
 BJ0841  ___________________________________________________________________
 BJ0841  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BJ0841  DYNAMIC HT  -           1.654 (meters)       5.43  (feet)  COMP
 BJ0841  MODELED GRAV-     979,308.5   (mgal)                       NAVD 88
 BJ0841
 BJ0841  VERT ORDER  -  FIRST     CLASS I
 BJ0841
 BJ0841.The horizontal coordinates were scaled from a topographic map and have
 BJ0841.an estimated accuracy of +/- 6 seconds.
 BJ0841
 BJ0841.The orthometric height was determined by differential leveling
 BJ0841.and adjusted by the National Geodetic Survey in February 1994..
 BJ0841
 BJ0841.The geoid height was determined by GEOID03.
 BJ0841
 BJ0841.The dynamic height is computed by dividing the NAVD 88
 BJ0841.geopotential number by the normal gravity value computed on the
 BJ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0841.degrees latitude (g = 980.6199 gals.).
 BJ0841
 BJ0841.The modeled gravity was interpolated from observed gravity values.
 BJ0841
 BJ0841;                    North         East    Units  Estimated Accuracy
 BJ0841;SPC LA S     -   171,840.    1,006,640.      MT  (+/- 180 meters Scaled)
 BJ0841
 BJ0841                          SUPERSEDED SURVEY CONTROL
 BJ0841
 BJ0841  NGVD 29 (??/??/??)    1.698  (m)            5.57   (f) ADJUSTED    1 1
 BJ0841
 BJ0841.Superseded values are not recommended for survey control.
 BJ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0841.See file dsdata.txt to determine how the superseded data were derived.
 BJ0841
 BJ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP673256(NAD 83)
 BJ0841_MARKER: DB = BENCH MARK DISK
 BJ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0841_STAMPING: P 209 1964
 BJ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0841+STABILITY: SURFACE MOTION
 BJ0841
 BJ0841  HISTORY     - Date     Condition        Report By
 BJ0841  HISTORY     - 1964     MONUMENTED       CGS
 BJ0841  HISTORY     - 1965     GOOD             CGS
 BJ0841  HISTORY     - 1976     GOOD             NGS
 BJ0841
 BJ0841                          STATION DESCRIPTION
 BJ0841
 BJ0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0841'1.8 MI SE FROM PIGEON.
 BJ0841'ABOUT 1.8 MILES SOUTHEAST ALONG STATE ROAD 997 AND LEVEE FROM THE
 BJ0841'SOUTH END OF A DRAWBRIDGE OVER LOWER GRAND RIVER AT PIGEON, 300 FEET
 BJ0841'NORTHEAST OF THE CENTER LINE OF LEVEE, 137 FEET NORTHEAST OF THE
 BJ0841'CENTER LINE OF ROAD, 105 FEET SOUTHWEST OF THE SOUTHWEST BANK OF
 BJ0841'CHOPIN CHUTE BRANCH OF GRAND RIVER SYSTEM.  1.5 FEET SOUTHWEST OF A
 BJ0841'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 BJ0841'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BJ0841
 BJ0841                          STATION RECOVERY (1976)
 BJ0841
 BJ0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0841'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 BJ0841'END OF A DRAWBRIDGE OVER THE LOWER GRAND RIVER, 300 FT NORTHEAST OF
 BJ0841'THE HIGHWAY, 79 FT NORTHEAST OF A WITNESS SIGN SECURED TO A SMALL
 BJ0841'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1599 ***********************************************************************
 BJ1599  DESIGNATION -  P 21
 BJ1599  PID         -  BJ1599
 BJ1599  STATE/COUNTY-  LA/ST TAMMANY
 BJ1599  USGS QUAD   -  MADISONVILLE (1979)
 BJ1599
 BJ1599                         *CURRENT SURVEY CONTROL
 BJ1599  ___________________________________________________________________
 BJ1599* NAD 83(1986)-  30 29 55.     (N)    090 14 24.     (W)     SCALED    
 BJ1599* NAVD 88     -        10.49   (+/-2cm)      34.4    (feet)  VERTCON   
 BJ1599  ___________________________________________________________________
 BJ1599  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ1599
 BJ1599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1599
 BJ1599.The horizontal coordinates were scaled from a topographic map and have
 BJ1599.an estimated accuracy of +/- 6 seconds.
 BJ1599
 BJ1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1599.The vertical order pertains to the NGVD 29 superseded value.
 BJ1599
 BJ1599.The geoid height was determined by GEOID03.
 BJ1599
 BJ1599;                    North         East    Units  Estimated Accuracy
 BJ1599;SPC LA S     -   222,040.    1,104,960.      MT  (+/- 180 meters Scaled)
 BJ1599
 BJ1599                          SUPERSEDED SURVEY CONTROL
 BJ1599
 BJ1599  NGVD 29 (??/??/??)   10.509  (m)           34.48   (f) ADJUSTED    2 0
 BJ1599
 BJ1599.Superseded values are not recommended for survey control.
 BJ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1599.See file dsdata.txt to determine how the superseded data were derived.
 BJ1599
 BJ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP649772(NAD 83)
 BJ1599_MARKER: DB = BENCH MARK DISK
 BJ1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1599_STAMPING: P 21 1934
 BJ1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1599+STABILITY: SURFACE MOTION
 BJ1599
 BJ1599  HISTORY     - Date     Condition        Report By
 BJ1599  HISTORY     - 1934     MONUMENTED       CGS
 BJ1599  HISTORY     - 1955     POOR             CGS
 BJ1599
 BJ1599                          STATION DESCRIPTION
 BJ1599
 BJ1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1599'2.2 MI W FROM GOODBEE.
 BJ1599'LOCATED 2.2 MILES WEST OF GOODBEE ALONG THE GAYLORD CONTAINER CORP.
 BJ1599'RAILROAD, AT A DIM CROSSROAD, 6 POLES WEST OF A PRIVATE CROSSROAD AND
 BJ1599'ABOUT 430 YARDS EAST OF THE TANGIPAHOA-ST. TAMMANY PARISH LINE.  IT IS
 BJ1599'29 FEET SOUTH OF THE SOUTH RAIL, 50 FEET WEST OF POLE NO. 1149 AND 28
 BJ1599'FEET WEST OF A DIM CROSSROAD.  IT IS A STANDARD DISK SET IN THE TOP OF
 BJ1599'A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE MARK HAS BEEN
 BJ1599'DISTURBED AND IS LEANING TO THE NORTH.  THE AREA IS VERY WET AND
 BJ1599'MARSHY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2282 ***********************************************************************
 BJ2282  DESIGNATION -  P 217
 BJ2282  PID         -  BJ2282
 BJ2282  STATE/COUNTY-  LA/IBERVILLE
 BJ2282  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2282
 BJ2282                         *CURRENT SURVEY CONTROL
 BJ2282  ___________________________________________________________________
 BJ2282* NAD 83(1986)-  30 22 06.     (N)    091 38 07.     (W)     SCALED    
 BJ2282* NAVD 88     -         8.79   (+/-2cm)      28.8    (feet)  VERTCON   
 BJ2282  ___________________________________________________________________
 BJ2282  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2282
 BJ2282  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2282
 BJ2282.The horizontal coordinates were scaled from a topographic map and have
 BJ2282.an estimated accuracy of +/- 6 seconds.
 BJ2282
 BJ2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2282.The vertical order pertains to the NGVD 29 superseded value.
 BJ2282
 BJ2282.The geoid height was determined by GEOID03.
 BJ2282
 BJ2282;                    North         East    Units  Estimated Accuracy
 BJ2282;SPC LA S     -   207,130.      970,980.      MT  (+/- 180 meters Scaled)
 BJ2282
 BJ2282                          SUPERSEDED SURVEY CONTROL
 BJ2282
 BJ2282  NGVD 29 (??/??/??)    8.801  (m)           28.87   (f) ADJUSTED    1 2
 BJ2282
 BJ2282.Superseded values are not recommended for survey control.
 BJ2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2282.See file dsdata.txt to determine how the superseded data were derived.
 BJ2282
 BJ2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP311603(NAD 83)
 BJ2282_MARKER: DB = BENCH MARK DISK
 BJ2282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2282_SP_SET: FOOTING
 BJ2282_STAMPING: P 217 1965
 BJ2282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2282
 BJ2282  HISTORY     - Date     Condition        Report By
 BJ2282  HISTORY     - 1965     MONUMENTED       CGS
 BJ2282
 BJ2282                          STATION DESCRIPTION
 BJ2282
 BJ2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2282'8.1 MI W FROM RAMAH.
 BJ2282'ABOUT 8.1 MILES WEST LONG A SHELL ROAD AND A DOUBLE ROW OF POWER POLES
 BJ2282'FROM DISOTELLS GROCERY STORE AT RAMAH, IN FRACTIONAL SECTION 58, T 8
 BJ2282'S, R 8 E, 0.05 MILE EAST BANK OF THE WHISKEY BAY PILOT CHANNEL, 9 FEET
 BJ2282'SOUTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE EAST FACE
 BJ2282'OF THE MOST NORTHERLY OF 3 CONCRETE FOOTINGS FOR A STEEL PYLON AND
 BJ2282'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1270 ***********************************************************************
 BH1270  DESIGNATION -  P 22
 BH1270  PID         -  BH1270
 BH1270  STATE/COUNTY-  LA/ST TAMMANY
 BH1270  USGS QUAD   -  HICKORY (1994)
 BH1270
 BH1270                         *CURRENT SURVEY CONTROL
 BH1270  ___________________________________________________________________
 BH1270* NAD 83(1986)-  30 25 56.     (N)    089 50 17.     (W)     SCALED    
 BH1270* NAVD 88     -        13.92   (+/-2cm)      45.7    (feet)  VERTCON   
 BH1270  ___________________________________________________________________
 BH1270  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BH1270
 BH1270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1270
 BH1270.The horizontal coordinates were scaled from a topographic map and have
 BH1270.an estimated accuracy of +/- 6 seconds.
 BH1270
 BH1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1270.The vertical order pertains to the NGVD 29 superseded value.
 BH1270
 BH1270.The geoid height was determined by GEOID03.
 BH1270
 BH1270;                    North         East    Units  Estimated Accuracy
 BH1270;SPC LA S     -   215,120.    1,143,630.      MT  (+/- 180 meters Scaled)
 BH1270
 BH1270                          SUPERSEDED SURVEY CONTROL
 BH1270
 BH1270  NGVD 29 (??/??/??)   13.955  (m)           45.78   (f) ADJUSTED    2 0
 BH1270
 BH1270.Superseded values are not recommended for survey control.
 BH1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1270.See file dsdata.txt to determine how the superseded data were derived.
 BH1270
 BH1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU274701(NAD 83)
 BH1270_MARKER: DB = BENCH MARK DISK
 BH1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1270_STAMPING: 46 P 22 1934
 BH1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1270+STABILITY: SURFACE MOTION
 BH1270
 BH1270  HISTORY     - Date     Condition        Report By
 BH1270  HISTORY     - 1934     MONUMENTED       CGS
 BH1270  HISTORY     - 1955     GOOD             CGS
 BH1270
 BH1270                          STATION DESCRIPTION
 BH1270
 BH1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1270'1.2 MI N FROM FLORENVILLE.
 BH1270'1.2 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH1270'OVERPASS ON STATE HIGHWAY 114 AT FLORENVILLE, ST. TAMMANY PARISH, 8
 BH1270'FEET WEST OF MILEPOST 46 AND POLE 1805, 26 FEET EAST OF THE EAST RAIL,
 BH1270'AND 2 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED 46
 BH1270'P 22 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 BH1270'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1289 ***********************************************************************
 AU1289  TIDAL BM    -  This is a Tidal Bench Mark.
 AU1289  DESIGNATION -  P 221
 AU1289  PID         -  AU1289
 AU1289  STATE/COUNTY-  LA/JEFFERSON
 AU1289  USGS QUAD   -  CAMINADA PASS (1994)
 AU1289
 AU1289                         *CURRENT SURVEY CONTROL
 AU1289  ___________________________________________________________________
 AU1289* NAD 83(1992)-  29 12 38.19826(N)    090 02 58.18828(W)     ADJUSTED  
 AU1289* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU1289  **This station is located in a subsidence area (see below).
 AU1289  ___________________________________________________________________
 AU1289  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AU1289  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AU1289  DYNAMIC HT  -           1.2   (meters)       4.    (feet)  COMP
 AU1289  MODELED GRAV-     979,289.6   (mgal)                       NAVD 88
 AU1289
 AU1289  HORZ ORDER  -  SECOND
 AU1289  VERT ORDER  -  THIRD (See Below)
 AU1289
 AU1289.The horizontal coordinates were established by classical geodetic methods
 AU1289.and adjusted by the National Geodetic Survey in January 1993..
 AU1289
 AU1289 ** The orthometric height has not been validated since last determined
 AU1289 ** by differential leveling and should not be used for control purposes.
 AU1289 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1289 ** area with valid NAVD 88 orthometric heights.
 AU1289 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1289 ** epoch indicated which incorporates improved geoid heights for the
 AU1289 ** Southern Louisiana Subsidence area.
 AU1289 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1289.The orthometric height was scaled from a topographic map.
 AU1289.The vertical order pertains to the first NAVD 88 superseded value.
 AU1289
 AU1289.This Tidal Bench Mark is designated as VM 7204
 AU1289.by the Center for Operational Oceanographic Products and Services.
 AU1289
 AU1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1289
 AU1289.The geoid height was determined by GEOID03.
 AU1289
 AU1289.The dynamic height is computed by dividing the NAVD 88
 AU1289.geopotential number by the normal gravity value computed on the
 AU1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1289.degrees latitude (g = 980.6199 gals.).
 AU1289
 AU1289.The modeled gravity was interpolated from observed gravity values.
 AU1289
 AU1289;                    North         East     Units Scale Factor Converg.
 AU1289;SPC LA S     -    79,468.994 1,124,841.110   MT  1.00002012   +0 38 31.0
 AU1289;SPC LA S     -   260,724.52  3,690,416.21   sFT  1.00002012   +0 38 31.0
 AU1289;UTM  15      - 3,234,926.444   786,861.200   MT  1.00061555   +1 26 27.2
 AU1289;UTM  16      - 3,235,172.727   203,509.493   MT  1.00068489   -1 29 21.5
 AU1289
 AU1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1289!SPC LA S     -   1.00000356  x   1.00002012  =   1.00002368
 AU1289!UTM  15      -   1.00000356  x   1.00061555  =   1.00061912
 AU1289!UTM  16      -   1.00000356  x   1.00068489  =   1.00068846
 AU1289
 AU1289                          SUPERSEDED SURVEY CONTROL
 AU1289
 AU1289  NAD 83(1986)-  29 12 38.21234(N)    090 02 58.19874(W) AD(       ) 2
 AU1289  NAD 27      -  29 12 37.39122(N)    090 02 57.93505(W) AD(       ) 2
 AU1289  NAVD 88 (06/15/91)    1.261  (m)            4.14   (f) UNKNOWN     1 2
 AU1289  NGVD 29 (??/??/??)    1.189  (m)            3.90   (f) ADJUSTED    1 2
 AU1289
 AU1289.Superseded values are not recommended for survey control.
 AU1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1289.See file dsdata.txt to determine how the superseded data were derived.
 AU1289
 AU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8686134926(NAD 83)
 AU1289_MARKER: DB = BENCH MARK DISK
 AU1289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AU1289_SP_SET: RETAINING WALL
 AU1289_STAMPING: P 221 1965
 AU1289_MARK LOGO: CGS   
 AU1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1289+STABILITY: SURFACE MOTION
 AU1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1289+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AU1289
 AU1289  HISTORY     - Date     Condition        Report By
 AU1289  HISTORY     - 1965     MONUMENTED       CGS
 AU1289  HISTORY     - 1966     GOOD             CGS
 AU1289  HISTORY     - 1966     GOOD             CGS
 AU1289  HISTORY     - 1982     GOOD             NGS
 AU1289  HISTORY     - 19930224 GOOD             NGS
 AU1289
 AU1289                          STATION DESCRIPTION
 AU1289
 AU1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1289'4.5 MI SW FROM GRAND ISLE.
 AU1289'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE POST AT GRAND ISLE,
 AU1289'IN SECTION 7, T 22 S, R 24 E, SET IN THE TOP OF THE NORTHWEST END OF A
 AU1289'CONCRETE RETAINING WALL OF A BRIDGE OVER THE CAMINADA PASS, 38 FEET
 AU1289'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTHEAST OF THE
 AU1289'NORTHWEST END OF THE RETAINING WALL, 4 FEET BELOW THE LEVEL OF THE
 AU1289'HIGHWAY.
 AU1289
 AU1289                          STATION RECOVERY (1966)
 AU1289
 AU1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AU1289'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF GRAND
 AU1289'ISLE, AT THE NORTHWEST END OF THE BRIDGE OVER CAMINADA PASS
 AU1289'AND ON THE STATE HIGHWAY RIGHT-OF-WAY.
 AU1289'
 AU1289'TO REACH THE STATION FROM THE POST OFFICE IN GRAND ISLE GO SOUTH
 AU1289'AND SOUTHWESTERLY ON STATE HIGHWAY 1 FOR 3.55 MILES TO THE
 AU1289'SOUTHWEST END OF THE BRIDGE ACROSS CAMINADA PASS.  CONTINUE
 AU1289'NORTHWEST ACROSS THE BRIDGE FOR 0.85 MILE TO THE STATION ON
 AU1289'THE LEFT AT THE NORTHWEST END OF THE BRIDGE.
 AU1289'
 AU1289'BENCH MARK P 221 IS A STANDARD U.S.C. AND G.S. BENCH MARK
 AU1289'DISK STAMPED P 221 1965, CEMENTED IN A DRILL HOLE IN A CONCRETE
 AU1289'BRIDGE ABUTMENT.  IT IS 1.9 FEET SOUTHWEST OF THE NORTHEAST
 AU1289'END OF THE ABUTMENT AND 21 FEET NORTHWEST OF THE NORTHWEST CORNER
 AU1289'OF THE BRIDGE.
 AU1289
 AU1289                          STATION RECOVERY (1966)
 AU1289
 AU1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AU1289'RECOVERED IN GOOD CONDITION.
 AU1289
 AU1289                          STATION RECOVERY (1982)
 AU1289
 AU1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1289'RECOVERED IN GOOD CONDITION.
 AU1289
 AU1289                          STATION RECOVERY (1993)
 AU1289
 AU1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1289'6.9 KM (4.30 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 AU1289'OFFICE IN GRAND ISLE, IN TOP OF AND 0.6 M (2.0 FT) SOUTHEAST OF THE
 AU1289'NORTHWEST END OF THE NORTHEAST CONCRETE RETAINING WALL AT THE
 AU1289'NORTHWEST END OF THE HIGHWAY BRIDGE SPANNING CAMINADA PASS, 17.6 M
 AU1289'(57.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT)
 AU1289'NORTHEAST OF THE NORTHEAST END OF THE ABUTMENT, AND 1.5 M (4.9 FT)
 AU1289'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0174 ***********************************************************************
 AV0174  DESIGNATION -  P 223
 AV0174  PID         -  AV0174
 AV0174  STATE/COUNTY-  LA/VERMILION
 AV0174  USGS QUAD   -  FORKED ISLAND (1979)
 AV0174
 AV0174                         *CURRENT SURVEY CONTROL
 AV0174  ___________________________________________________________________
 AV0174* NAD 83(1992)-  29 47 54.52515(N)    092 20 30.67132(W)     ADJUSTED  
 AV0174* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0174  **This station is located in a subsidence area (see below).
 AV0174  ___________________________________________________________________
 AV0174  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AV0174  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AV0174  DYNAMIC HT  -           2.4   (meters)       8.    (feet)  COMP
 AV0174  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 AV0174
 AV0174  HORZ ORDER  -  SECOND
 AV0174  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0174
 AV0174.The horizontal coordinates were established by classical geodetic methods
 AV0174.and adjusted by the National Geodetic Survey in January 1993..
 AV0174.No horizontal observational check was made to the station.
 AV0174
 AV0174 ** The orthometric height has not been validated since last determined
 AV0174 ** by differential leveling and should not be used for control purposes.
 AV0174 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0174 ** area with valid NAVD 88 orthometric heights.
 AV0174 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0174 ** epoch indicated which incorporates improved geoid heights for the
 AV0174 ** Southern Louisiana Subsidence area.
 AV0174 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0174.The orthometric height was scaled from a topographic map.
 AV0174.The vertical order pertains to the NGVD 29 superseded value.
 AV0174
 AV0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0174
 AV0174.The geoid height was determined by GEOID03.
 AV0174
 AV0174.The dynamic height is computed by dividing the NAVD 88
 AV0174.geopotential number by the normal gravity value computed on the
 AV0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0174.degrees latitude (g = 980.6199 gals.).
 AV0174
 AV0174.The modeled gravity was interpolated from observed gravity values.
 AV0174
 AV0174;                    North         East     Units Scale Factor Converg.
 AV0174;SPC LA S     -   144,358.341   902,503.565   MT  0.99993195   -0 30 15.4
 AV0174;SPC LA S     -   473,615.66  2,960,963.78   sFT  0.99993195   -0 30 15.4
 AV0174;UTM  15      - 3,296,637.105   563,605.313   MT  0.99964991   +0 19 37.5
 AV0174
 AV0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0174!SPC LA S     -   1.00000376  x   0.99993195  =   0.99993571
 AV0174!UTM  15      -   1.00000376  x   0.99964991  =   0.99965366
 AV0174
 AV0174                          SUPERSEDED SURVEY CONTROL
 AV0174
 AV0174  NAD 83(1986)-  29 47 54.54211(N)    092 20 30.64338(W) AD(       ) 2
 AV0174  NGVD 29 (??/??/??)    2.389  (m)            7.84   (f) ADJUSTED    1 2
 AV0174
 AV0174.Superseded values are not recommended for survey control.
 AV0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0174.See file dsdata.txt to determine how the superseded data were derived.
 AV0174
 AV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6360596637(NAD 83)
 AV0174_MARKER: DB = BENCH MARK DISK
 AV0174_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AV0174+WITH SETTING: PAVEMENT
 AV0174_SP_SET: BASE
 AV0174_STAMPING: P 223 1965
 AV0174_MARK LOGO: CGS   
 AV0174_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AV0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0174+STABILITY: SURFACE MOTION
 AV0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0174+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 AV0174
 AV0174  HISTORY     - Date     Condition        Report By
 AV0174  HISTORY     - 1965     MONUMENTED       CGS
 AV0174  HISTORY     - 1986     GOOD             NGS
 AV0174  HISTORY     - 1987     GOOD             LADTD
 AV0174  HISTORY     - 1987     GOOD             LADTD
 AV0174  HISTORY     - 20040207 GOOD             USPSQD
 AV0174  HISTORY     - 20050601 GOOD             USPSQD
 AV0174  HISTORY     - 20060628 GOOD             USPSQD
 AV0174
 AV0174                          STATION DESCRIPTION
 AV0174
 AV0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0174'3.95 MI SW FROM FORKED ISLAND.
 AV0174'ABOUT 3.95 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE BRIDGE OVER
 AV0174'THE INTRACOASTAL CANAL AT FORKED ISLAND, 15 FEET WEST OF THE CENTER
 AV0174'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE CONCRETE
 AV0174'BASE FOR THE WEST GUARD RAIL OF A BRIDGE OVER THE WARREN CANAL, AND
 AV0174'ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AV0174
 AV0174                          STATION RECOVERY (1986)
 AV0174
 AV0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0174'RECOVERED IN GOOD CONDITION.
 AV0174
 AV0174                          STATION RECOVERY (1987)
 AV0174
 AV0174'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AV0174'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AV0174'THE MARK WAS USED AS THE AZIMUTH MARK FOR STATION WARREN AND
 AV0174'INCORPERATED IN THE GPS SURVEY FOR CALCASIEU PARISH.
 AV0174'
 AV0174'THE STATION IS LOCATED ABOUT 6.1 KM (3.9 MI)
 AV0174'SOUTHWEST OF FORKED ISLAND AND
 AV0174'16.1 KM (10 MI) NORTHEAST OF PECAN ISLAND.
 AV0174'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AV0174'
 AV0174'TO REACH THE STATION FROM THE INTRACOASTAL CANAL BRIDGE IN FORKED
 AV0174'ISLAND, GO SOUTHWEST FOR 6.1 KM (3.9 MI) ON STATE HIGHWAY 82 TO THE
 AV0174'MARK ON ATHE RIGHT IN THE SOUTHWEST CORNER OF THE BRIDGE OVER
 AV0174'WARREN CANAL.
 AV0174'
 AV0174'THE STATION IS A STANDARD CGS DISK
 AV0174'STAMPED---P 223 1965---,
 AV0174'SET INTO A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE CONCRETE
 AV0174'BASE FOR THE WEST GUARK RAIL OF THE BRIDGE OVER WARREN CANAL.
 AV0174'4.6 METERS (15 FT) WEST FROM THE CENTER OF THE HIGHWAY.
 AV0174
 AV0174                          STATION RECOVERY (1987)
 AV0174
 AV0174'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AV0174'RECOVERED IN GOOD CONDITION.
 AV0174
 AV0174                          STATION RECOVERY (2004)
 AV0174
 AV0174'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0174'RECOVERED IN GOOD CONDITION.
 AV0174
 AV0174                          STATION RECOVERY (2005)
 AV0174
 AV0174'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0174'RECOVERED IN GOOD CONDITION.
 AV0174
 AV0174                          STATION RECOVERY (2006)
 AV0174
 AV0174'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 AV0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1624 ***********************************************************************
 AU1624  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1624  DESIGNATION -  P 228
 AU1624  PID         -  AU1624
 AU1624  STATE/COUNTY-  LA/ASSUMPTION
 AU1624  USGS QUAD   -  NAPOLEONVILLE (1980)
 AU1624
 AU1624                         *CURRENT SURVEY CONTROL
 AU1624  ___________________________________________________________________
 AU1624* NAD 83(1992)-  29 56 30.04441(N)    091 01 22.91659(W)     ADJUSTED  
 AU1624* NAVD 88     -         5.82 **(meters)      19.1  **(feet)  LEVELING(2004.65)
 AU1624  **This station is located in a subsidence area (see below).
 AU1624  **This station is included in the VTDP model (see below).
 AU1624  ___________________________________________________________________
 AU1624  EPOCH DATE  -        2004.65
 AU1624  X           -     -98,760.693 (meters)                     COMP
 AU1624  Y           -  -5,530,586.913 (meters)                     COMP
 AU1624  Z           -   3,164,763.073 (meters)                     COMP
 AU1624  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AU1624  ELLIP HEIGHT-         -20.37  (meters)          (06/22/05) GPS OBS
 AU1624  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AU1624  DYNAMIC HT  -           5.81  (meters)      19.1   (feet)  COMP
 AU1624  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 AU1624
 AU1624  HORZ ORDER  -  B
 AU1624  VERT ORDER  -  THIRD
 AU1624  ELLP ORDER  -  FOURTH    CLASS I
 AU1624
 AU1624.The horizontal coordinates were established by GPS observations
 AU1624.and adjusted by the National Geodetic Survey in June 2005..
 AU1624.The horizontal coordinates are valid at the epoch date displayed above.
 AU1624.The epoch date for horizontal control is a decimal equivalence
 AU1624.of Year/Month/Day.
 AU1624
 AU1624 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1624 ** and geoid heights are valid at the date of observation. These heights
 AU1624 ** must always be validated when used as control.
 AU1624 ** The orthometric height was determined with a Vertical Time-dependent
 AU1624 ** Positioning (VTDP) model and has been validated through GPS observations
 AU1624 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU1624 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1624 ** epoch indicated which incorporates improved geoid heights for the
 AU1624 ** Southern Louisiana Subsidence area
 AU1624 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1624.The orthometric height was determined by differential leveling.
 AU1624.The vertical network tie was performed by a horz. field party for horz.
 AU1624.obs reductions. Reset procedures were used to establish the elevation.
 AU1624
 AU1624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1624
 AU1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1624
 AU1624.The ellipsoidal height was determined by GPS observations
 AU1624.and is referenced to NAD 83.
 AU1624
 AU1624.The geoid height was determined by GEOID03.
 AU1624
 AU1624.The dynamic height is computed by dividing the NAVD 88
 AU1624.geopotential number by the normal gravity value computed on the
 AU1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1624.degrees latitude (g = 980.6199 gals.).
 AU1624
 AU1624.The modeled gravity was interpolated from observed gravity values.
 AU1624
 AU1624;                    North         East     Units Scale Factor Converg.
 AU1624;SPC LA S     -   159,842.454 1,029,955.030   MT  0.99992627   +0 09 18.6
 AU1624;SPC LA S     -   524,416.45  3,379,110.79   sFT  0.99992627   +0 09 18.6
 AU1624;UTM  15      - 3,313,966.360   690,804.482   MT  1.00004919   +0 59 13.3
 AU1624
 AU1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1624!SPC LA S     -   1.00000320  x   0.99992627  =   0.99992947
 AU1624!UTM  15      -   1.00000320  x   1.00004919  =   1.00005239
 AU1624
 AU1624                          SUPERSEDED SURVEY CONTROL
 AU1624
 AU1624  NAVD 88 (02/14/94)    6.072  (m)           19.92   (f) ADJUSTED    1 2
 AU1624  NGVD 29 (??/??/??)    6.140  (m)           20.14   (f) ADJUSTED    1 2
 AU1624
 AU1624.Superseded values are not recommended for survey control.
 AU1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1624.See file dsdata.txt to determine how the superseded data were derived.
 AU1624
 AU1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9080413966(NAD 83)
 AU1624_MARKER: DB = BENCH MARK DISK
 AU1624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AU1624_SP_SET: BRIDGE
 AU1624_STAMPING: P 228 1965
 AU1624_MARK LOGO: NGS   
 AU1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1624+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 AU1624
 AU1624  HISTORY     - Date     Condition        Report By
 AU1624  HISTORY     - 1965     MONUMENTED       NGS
 AU1624  HISTORY     - 1982     GOOD             NGS
 AU1624  HISTORY     - 20040413 GOOD             NGS
 AU1624  HISTORY     - 20051011 GOOD             NGS
 AU1624
 AU1624                          STATION DESCRIPTION
 AU1624
 AU1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AU1624'IN NAPOLEONVILLE.
 AU1624'AT NAPOLEONVILLE, IN SECTION 61, T 13 S, R 14 E, AT A CONCRETE BRIDGE
 AU1624'OVER BAYOU LAFOURCHE, 115 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 AU1624'HIGHWAY 308, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE BRIDGE AND
 AU1624'ASPHALT ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 AU1624'CONCRETE WALKWAY OVER THE BRIDGE, 5 INCHES NORTHWEST OF A CONCRETE
 AU1624'GUARD RAIL, 116 YARDS NORTHEAST OF BENCH MARK 3 DLH (U.S.G.S.), ABOUT
 AU1624'1 FOOT ABOVE THE BRIDGE.
 AU1624
 AU1624                          STATION RECOVERY (1982)
 AU1624
 AU1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1624'RECOVERED IN GOOD CONDITION.
 AU1624
 AU1624                          STATION RECOVERY (2004)
 AU1624
 AU1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1624'THE STATION IS LOCATED IN NEPOLEONVILLE AND IS SET IN TOP OF THE
 AU1624'NORTHEAST END OF OF THE  SOUTHEAST WALKWAY OF THE FRANKLIN STREET (LA
 AU1624'1008) BRIDGE SPANNING BAYOU LAFOURCHE. THE STATION IS SET  5 INCHES NW
 AU1624'OF THE SOUTHWESTERN MOST CONCRETE GUARD RAIL, 4.6 M  SW OF THE  CENTER
 AU1624'LINE OF LA 308, 4.6 M FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AU1624'SOUTHEASTERN  MOST LANE OF THE BRIDGE AND ABOUT 0.3 M ABOVE THE LEVEL
 AU1624'OF THE BRIDGE SURFACE.
 AU1624
 AU1624                          STATION RECOVERY (2005)
 AU1624
 AU1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU1624'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1437 ***********************************************************************
 BH1437  DESIGNATION -  P 23
 BH1437  PID         -  BH1437
 BH1437  STATE/COUNTY-  LA/ST HELENA
 BH1437  USGS QUAD   -  SANDY HOOK (1970)
 BH1437
 BH1437                         *CURRENT SURVEY CONTROL
 BH1437  ___________________________________________________________________
 BH1437* NAD 83(1986)-  31 00 07.     (N)    089 47 59.     (W)     SCALED    
 BH1437* NAVD 88     -        38.09   (+/-2cm)     125.0    (feet)  VERTCON   
 BH1437  ___________________________________________________________________
 BH1437  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1437
 BH1437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1437
 BH1437.The horizontal coordinates were scaled from a topographic map and have
 BH1437.an estimated accuracy of +/- 6 seconds.
 BH1437
 BH1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1437.The vertical order pertains to the NGVD 29 superseded value.
 BH1437
 BH1437.The geoid height was determined by GEOID03.
 BH1437
 BH1437;                    North         East    Units  Estimated Accuracy
 BH1437;SPC LA S     -   278,320.    1,146,470.      MT  (+/- 180 meters Scaled)
 BH1437
 BH1437                          SUPERSEDED SURVEY CONTROL
 BH1437
 BH1437  NGVD 29 (??/??/92)   38.15   (m)          125.2    (f) COMPUTED    2 0
 BH1437
 BH1437.Superseded values are not recommended for survey control.
 BH1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1437.See file dsdata.txt to determine how the superseded data were derived.
 BH1437
 BH1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV326331(NAD 83)
 BH1437_MARKER: DB = BENCH MARK DISK
 BH1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1437_STAMPING: P 23 1934 (125)
 BH1437
 BH1437  HISTORY     - Date     Condition        Report By
 BH1437  HISTORY     - UNK      MONUMENTED
 BH1437  HISTORY     - 1955     GOOD             CGS
 BH1437
 BH1437                          STATION DESCRIPTION
 BH1437
 BH1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1437'2.5 MI N FROM ANGIE.
 BH1437'LOCATED 2.5 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BH1437'ANGIE, AT THE LOUISIANA-MISSISSIPPI STATE LINE, 26 FEET WEST OF THE
 BH1437'WEST RAIL, 5 FEET WEST OF THE STATE LINE SIGN, 16 FEET NORTH OF THE
 BH1437'CENTER OF A PRIVATE ROAD AND 15 FEET WEST OF THE NORTH END OF A METAL
 BH1437'CULVERT.  IT IS OPPOSITE POLE NO. 537.  IT IS A STANDARD DISK SET IN
 BH1437'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH
 BH1437'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0008 ***********************************************************************
 BX0008  DESIGNATION -  P 230
 BX0008  PID         -  BX0008
 BX0008  STATE/COUNTY-  LA/GRANT
 BX0008  USGS QUAD   -  POLLOCK (1985)
 BX0008
 BX0008                         *CURRENT SURVEY CONTROL
 BX0008  ___________________________________________________________________
 BX0008* NAD 83(1986)-  31 32 10.     (N)    092 24 24.     (W)     SCALED    
 BX0008* NAVD 88     -        29.66   (+/-2cm)      97.3    (feet)  VERTCON   
 BX0008  ___________________________________________________________________
 BX0008  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX0008
 BX0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0008
 BX0008.The horizontal coordinates were scaled from a topographic map and have
 BX0008.an estimated accuracy of +/- 6 seconds.
 BX0008
 BX0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0008.The vertical order pertains to the NGVD 29 superseded value.
 BX0008
 BX0008.The geoid height was determined by GEOID03.
 BX0008
 BX0008;                    North         East    Units  Estimated Accuracy
 BX0008;SPC LA N     -   114,880.    1,008,860.      MT  (+/- 180 meters Scaled)
 BX0008
 BX0008                          SUPERSEDED SURVEY CONTROL
 BX0008
 BX0008  NGVD 29 (??/??/??)   29.657  (m)           97.30   (f) ADJUSTED    1 2
 BX0008
 BX0008.Superseded values are not recommended for survey control.
 BX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0008.See file dsdata.txt to determine how the superseded data were derived.
 BX0008
 BX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ563891(NAD 83)
 BX0008_MARKER: DB = BENCH MARK DISK
 BX0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0008_SP_SET: BRIDGE
 BX0008_STAMPING: P 230 1965
 BX0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0008
 BX0008  HISTORY     - Date     Condition        Report By
 BX0008  HISTORY     - 1965     MONUMENTED       CGS
 BX0008  HISTORY     - 1966     GOOD             CGS
 BX0008
 BX0008                          STATION DESCRIPTION
 BX0008
 BX0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0008'0.8 MI N FROM POLLOCK.
 BX0008'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0008'POLLOCK, IN SECTION 31, T 7 N, R 1 E, 13 FEET EAST OF THE CENTER LINE
 BX0008'OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 BX0008'ABUTMENT OF A CONCRETE HIGHWAY BRIDGE WITH A GAGING STATION ON THE
 BX0008'EAST SIDE AND NEAR THE CENTER OF THE BRIDGE, 3.0 FEET EAST OF THE EAST
 BX0008'CONCRETE GUARD RAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0690 ***********************************************************************
 BX0690  DESIGNATION -  P 231
 BX0690  PID         -  BX0690
 BX0690  STATE/COUNTY-  LA/GRANT
 BX0690  USGS QUAD   -  BALL (1993)
 BX0690
 BX0690                         *CURRENT SURVEY CONTROL
 BX0690  ___________________________________________________________________
 BX0690* NAD 83(1986)-  31 26 59.     (N)    092 25 22.     (W)     SCALED    
 BX0690* NAVD 88     -        53.15   (+/-2cm)     174.4    (feet)  VERTCON   
 BX0690  ___________________________________________________________________
 BX0690  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BX0690
 BX0690  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0690
 BX0690.The horizontal coordinates were scaled from a topographic map and have
 BX0690.an estimated accuracy of +/- 6 seconds.
 BX0690
 BX0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0690.The vertical order pertains to the NGVD 29 superseded value.
 BX0690
 BX0690.The geoid height was determined by GEOID03.
 BX0690
 BX0690;                    North         East    Units  Estimated Accuracy
 BX0690;SPC LA N     -   105,300.    1,007,340.      MT  (+/- 180 meters Scaled)
 BX0690
 BX0690                          SUPERSEDED SURVEY CONTROL
 BX0690
 BX0690  NGVD 29 (??/??/??)   53.134  (m)          174.32   (f) ADJUSTED    1 2
 BX0690
 BX0690.Superseded values are not recommended for survey control.
 BX0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0690.See file dsdata.txt to determine how the superseded data were derived.
 BX0690
 BX0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ548795(NAD 83)
 BX0690_MARKER: DB = BENCH MARK DISK
 BX0690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0690_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0690_STAMPING: P 231 1965
 BX0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0690
 BX0690  HISTORY     - Date     Condition        Report By
 BX0690  HISTORY     - 1965     MONUMENTED       CGS
 BX0690  HISTORY     - 1966     GOOD             CGS
 BX0690
 BX0690                          STATION DESCRIPTION
 BX0690
 BX0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0690'0.8 MI S FROM SIMMS.
 BX0690'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0690'STATION SIGN AT SIMMS, IN SECTION 36, T 6 N, R 1 W, 75 FEET SOUTH OF
 BX0690'THE SECOND POLE SOUTH OF MILEPOST 587.20 56 FEET EAST OF THE EAST
 BX0690'RAIL, 27 FEET NORTH OF THE CENTER OF A GATE IN THE EAST RAILROAD
 BX0690'RIGHT-OF-WAY FENCE, 5.0 FEET NORTH OF A 25-INCH OAK TREE BEARING A
 BX0690'WITNESS SHIELD, 1 1/2 FEET EAST OF THE EAST RAILROAD RIGHT-OF-WAY
 BX0690'FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 BX0690'OF A 5-INCH CAST IRON PIPE FILLED WITH CONCRETE AND PROJECTING 3
 BX0690'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1321 ***********************************************************************
 AU1321  DESIGNATION -  P 232
 AU1321  PID         -  AU1321
 AU1321  STATE/COUNTY-  LA/TERREBONNE
 AU1321  USGS QUAD   -  LAKE QUITMAN (1994)
 AU1321
 AU1321                         *CURRENT SURVEY CONTROL
 AU1321  ___________________________________________________________________
 AU1321* NAD 83(1992)-  29 16 33.08620(N)    090 38 47.85067(W)     ADJUSTED  
 AU1321* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU1321  **This station is located in a subsidence area (see below).
 AU1321  ___________________________________________________________________
 AU1321  X           -     -62,836.861 (meters)                     COMP
 AU1321  Y           -  -5,567,574.823 (meters)                     COMP
 AU1321  Z           -   3,100,595.453 (meters)                     COMP
 AU1321  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU1321  ELLIP HEIGHT-         -24.29  (meters)          (02/21/02) GPS OBS
 AU1321  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AU1321  DYNAMIC HT  -           0.3   (meters)       1.    (feet)  COMP
 AU1321  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 AU1321
 AU1321  HORZ ORDER  -  FIRST
 AU1321  VERT ORDER  -  THIRD (See Below)
 AU1321  ELLP ORDER  -  FIFTH     CLASS I
 AU1321
 AU1321.The horizontal coordinates were established by GPS observations
 AU1321.and adjusted by the National Geodetic Survey in December 1998..
 AU1321
 AU1321 ** The orthometric height has not been validated since last determined
 AU1321 ** by differential leveling and should not be used for control purposes.
 AU1321 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1321 ** area with valid NAVD 88 orthometric heights.
 AU1321 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1321 ** epoch indicated which incorporates improved geoid heights for the
 AU1321 ** Southern Louisiana Subsidence area.
 AU1321 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1321.The orthometric height was scaled from a topographic map.
 AU1321.The vertical order pertains to the first NAVD 88 superseded value.
 AU1321
 AU1321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1321
 AU1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1321
 AU1321.The ellipsoidal height was determined by GPS observations
 AU1321.and is referenced to NAD 83.
 AU1321
 AU1321.The geoid height was determined by GEOID03.
 AU1321
 AU1321.The dynamic height is computed by dividing the NAVD 88
 AU1321.geopotential number by the normal gravity value computed on the
 AU1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1321.degrees latitude (g = 980.6199 gals.).
 AU1321
 AU1321.The modeled gravity was interpolated from observed gravity values.
 AU1321
 AU1321;                    North         East     Units Scale Factor Converg.
 AU1321;SPC LA S     -    86,201.612 1,066,733.607   MT  1.00000520   +0 20 36.1
 AU1321;SPC LA S     -   282,813.12  3,499,775.18   sFT  1.00000520   +0 20 36.1
 AU1321;UTM  15      - 3,240,845.918   728,641.083   MT  1.00024511   +1 09 04.8
 AU1321
 AU1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1321!SPC LA S     -   1.00000382  x   1.00000520  =   1.00000902
 AU1321!UTM  15      -   1.00000382  x   1.00024511  =   1.00024893
 AU1321
 AU1321                          SUPERSEDED SURVEY CONTROL
 AU1321
 AU1321  ELLIP H (12/17/98)  -24.29   (m)                       GP(       ) 4 2
 AU1321  NAVD 88 (12/17/98)    0.34   (m)            1.1    (f) LEVELING    3  
 AU1321  NGVD 29 (??/??/??)    0.259  (m)            0.85   (f) ADJUSTED    1 2
 AU1321
 AU1321.Superseded values are not recommended for survey control.
 AU1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1321.See file dsdata.txt to determine how the superseded data were derived.
 AU1321
 AU1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2864140846(NAD 83)
 AU1321_MARKER: DB = BENCH MARK DISK
 AU1321_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AU1321_SP_SET: FOOTINGS OF SMALL/MED STRUCTURES
 AU1321_STAMPING: P 232 1965
 AU1321_MARK LOGO: CGS   
 AU1321_PROJECTION: FLUSH
 AU1321_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1321+STABILITY: SURFACE MOTION
 AU1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1321+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1321
 AU1321  HISTORY     - Date     Condition        Report By
 AU1321  HISTORY     - 1965     MONUMENTED       CGS
 AU1321  HISTORY     - 1966     GOOD             CGS
 AU1321  HISTORY     - 19930315 GOOD             LADTD
 AU1321  HISTORY     - 19950103 GOOD             MPHI
 AU1321
 AU1321                          STATION DESCRIPTION
 AU1321
 AU1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1321'14.2 MI S FROM CHAUVIN.
 AU1321'ABOUT 14.2 MILES SOUTH ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH
 AU1321'CHURCH AT CHAUVIN, THENCE 235 YARDS WEST ALONG A PLANK ROAD TO A 500
 AU1321'FOOT STEEL RADIO TOWER, IN FRACTIONAL SECTION 94, T 21 S, R 18 E, 11
 AU1321'FEET NORTH OF THE NORTH SIDE OF A SMALL FRAME BUILDING ON PILEINGS,
 AU1321'SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 AU1321'SUPPORTING THE TOWER, ABOUT LEVEL WITH THE GROUND.
 AU1321
 AU1321                          STATION RECOVERY (1993)
 AU1321
 AU1321'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1321'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) SOUTH-SOUTHEAST OF
 AU1321'HOUMA,11.0 MI SOUGHWEST OF CHAUVIN AND 3.0 MI (4.8 KM) NORTH OF
 AU1321'COCODRIE.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE
 AU1321'JUNCTION OF STATE HIGHWAYS 56 AND 57, ABOUT 5.0 MILES (8.0 KM) NORTH
 AU1321'OF COCODRIE, GO SOUTH FOR 2.3 MI (3.7 KM) ON HIGHWAY 56 TO THE
 AU1321'JUNCTION WITH A DIM ROAD LEADING WEST TO A TOWER.  TURN RIGHT AND GO
 AU1321'WEST FOR 0.1 MI (0.2 KM) ON THE DIM ROAD TO A SMALL BUILDING SET ON
 AU1321'PILINGS WITH THE STATION SET ON THE NORTH SIDE OF THE BUILDING, IN
 AU1321'THE TOP OF THE SOUTHEAST CORNER OF AN ABANDED CONCRETE FOOTING FOR A
 AU1321'TOWER.  THE STATION IS 45.5 FT (13.9 M) WEST FROM A POWER POLE WITH A
 AU1321'TRANSFORMER ATTACHED, 24.5 FT (7.5 M) NORTHWEST FROM THE NORTHEAST
 AU1321'CORNER OF THE BUILDING, 12.5 FT (3.8 M) NORTH-NORTHEAST FROM THE
 AU1321'NORTHWEST CORNER OF THE BUILDING, 0.5 FT (15.2 CM) NORTH FROM A
 AU1321'FIGERGLASS WITNESS POST, FLUSH WITH THE SLAB AND ABOUT 1.0 FT (0.3 M)
 AU1321'BELOW THE LEVEL OF THE HIGHWAY.
 AU1321
 AU1321                          STATION RECOVERY (1995)
 AU1321
 AU1321'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1321'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0212 ***********************************************************************
 BJ0212  DESIGNATION -  P 234
 BJ0212  PID         -  BJ0212
 BJ0212  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0212  USGS QUAD   -  MELVILLE (1994)
 BJ0212
 BJ0212                         *CURRENT SURVEY CONTROL
 BJ0212  ___________________________________________________________________
 BJ0212* NAD 83(1986)-  30 42 41.     (N)    091 43 48.     (W)     SCALED    
 BJ0212* NAVD 88     -         9.159  (meters)      30.05   (feet)  ADJUSTED  
 BJ0212  ___________________________________________________________________
 BJ0212  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0212  DYNAMIC HT  -           9.147 (meters)      30.01  (feet)  COMP
 BJ0212  MODELED GRAV-     979,361.0   (mgal)                       NAVD 88
 BJ0212
 BJ0212  VERT ORDER  -  FIRST     CLASS I
 BJ0212
 BJ0212.The horizontal coordinates were scaled from a topographic map and have
 BJ0212.an estimated accuracy of +/- 6 seconds.
 BJ0212
 BJ0212.The orthometric height was determined by differential leveling
 BJ0212.and adjusted by the National Geodetic Survey in February 1994..
 BJ0212
 BJ0212.The geoid height was determined by GEOID03.
 BJ0212
 BJ0212.The dynamic height is computed by dividing the NAVD 88
 BJ0212.geopotential number by the normal gravity value computed on the
 BJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0212.degrees latitude (g = 980.6199 gals.).
 BJ0212
 BJ0212.The modeled gravity was interpolated from observed gravity values.
 BJ0212
 BJ0212;                    North         East    Units  Estimated Accuracy
 BJ0212;SPC LA S     -   245,190.      962,000.      MT  (+/- 180 meters Scaled)
 BJ0212
 BJ0212                          SUPERSEDED SURVEY CONTROL
 BJ0212
 BJ0212  NAVD 88 (06/15/91)    9.199  (m)           30.18   (f) UNKNOWN     1 1
 BJ0212  NGVD 29 (??/??/??)    9.161  (m)           30.06   (f) ADJUSTED    1 1
 BJ0212
 BJ0212.Superseded values are not recommended for survey control.
 BJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0212.See file dsdata.txt to determine how the superseded data were derived.
 BJ0212
 BJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP216983(NAD 83)
 BJ0212_MARKER: DB = BENCH MARK DISK
 BJ0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0212_SP_SET: CONCRETE LEDGE
 BJ0212_STAMPING: P 234 1966
 BJ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0212+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BJ0212
 BJ0212  HISTORY     - Date     Condition        Report By
 BJ0212  HISTORY     - 1966     MONUMENTED       CGS
 BJ0212  HISTORY     - 1976     GOOD             NGS
 BJ0212  HISTORY     - 20060803 GOOD             SKW
 BJ0212
 BJ0212                          STATION DESCRIPTION
 BJ0212
 BJ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0212'2.1 MI NE FROM MELVILLE.
 BJ0212'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ0212'STATION AT MELVILLE, THENCE 1.6 MILES NORTH ALONG A LEVEE AND STATE
 BJ0212'ROAD 417, IN SECTION 17, T 4 S, R 7 E, AT A TRANSCONTINENTAL AERIAL
 BJ0212'PIPE LINE CROSSING OVER THE ATCHAFALAYA RIVER, LEVEE AND ROAD, SET IN
 BJ0212'THE TOP OF A CONCRETE LEDGE ON THE SOUTHEAST SIDE OF THE MORE
 BJ0212'SOUTHEASTERLY OF 2 LARGE CONCRETE FOUNDATIONS SUPPORTING THE PIPE
 BJ0212'LINE, 188 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET
 BJ0212'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 BJ0212'ROAD.
 BJ0212
 BJ0212                          STATION RECOVERY (1976)
 BJ0212
 BJ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0212'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATE
 BJ0212'HIGHWAY 105 UNDERPASS, THENCE 1.5 MILES NORTH ALONG A LEVEE AND
 BJ0212'STATE HIGHWAY 417, AT A TRANSCONTINENTAL AERIAL PIPELINE CROSSING
 BJ0212'OVER THE ATCHAFALAYA RIVER, 188 FT NORTHEAST OF THE CENTER LINE OF
 BJ0212'THE HIGHWAY, IN THE TOP OF A CONCRETE LEDGE ON THE SOUTHEAST SIDE OF
 BJ0212'THE SOUTHEAST ONE OF 2 CONCRETE PIERS SUPPORTING THE PIPELINE,
 BJ0212
 BJ0212                          STATION RECOVERY (2006)
 BJ0212
 BJ0212'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2006 (CMC)
 BJ0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0596 ***********************************************************************
 BX0596  DESIGNATION -  P 235
 BX0596  PID         -  BX0596
 BX0596  STATE/COUNTY-  LA/RAPIDES
 BX0596  USGS QUAD   -  GREEN GABLES (1993)
 BX0596
 BX0596                         *CURRENT SURVEY CONTROL
 BX0596  ___________________________________________________________________
 BX0596* NAD 83(1986)-  31 22 50.     (N)    092 19 39.     (W)     SCALED    
 BX0596* NAVD 88     -        27.37   (+/-2cm)      89.8    (feet)  VERTCON   
 BX0596  ___________________________________________________________________
 BX0596  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX0596
 BX0596  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0596
 BX0596.The horizontal coordinates were scaled from a topographic map and have
 BX0596.an estimated accuracy of +/- 6 seconds.
 BX0596
 BX0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0596.The vertical order pertains to the NGVD 29 superseded value.
 BX0596
 BX0596.The geoid height was determined by GEOID03.
 BX0596
 BX0596;                    North         East    Units  Estimated Accuracy
 BX0596;SPC LA N     -    97,650.    1,016,410.      MT  (+/- 180 meters Scaled)
 BX0596
 BX0596                          SUPERSEDED SURVEY CONTROL
 BX0596
 BX0596  NGVD 29 (??/??/??)   27.353  (m)           89.74   (f) ADJUSTED    1 2
 BX0596
 BX0596.Superseded values are not recommended for survey control.
 BX0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0596.See file dsdata.txt to determine how the superseded data were derived.
 BX0596
 BX0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ639719(NAD 83)
 BX0596_MARKER: DB = BENCH MARK DISK
 BX0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0596_STAMPING: P 235 1966
 BX0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0596+STABILITY: SURFACE MOTION
 BX0596
 BX0596  HISTORY     - Date     Condition        Report By
 BX0596  HISTORY     - 1966     MONUMENTED       CGS
 BX0596
 BX0596                          STATION DESCRIPTION
 BX0596
 BX0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0596'2.6 MI NE FROM LIBUSE.
 BX0596'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0596'AT LIBUSE, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 27
 BX0596'T 5 N, R 1 E, AT A CURVE IN THE ROAD, 321 FEET WEST OF THE NORTHWEST
 BX0596'CORNER OF THE BRICK HOME OF MR. F. WANDERSYPEN, 46 FEET NORTHEAST OF
 BX0596'THE CENTER LINE OF THE ROAD, 74 FEET NORTHWEST OF AN 8-INCH CEDAR
 BX0596'TREE, 39 FEET EAST OF A FENCE CORNER POST, 11 1/2 FEET NORTH OF A
 BX0596'32-INCH OAK TREE, 3.5 FEET EAST-SOUTHEAST OF A WOODEN FENCE POST WHICH
 BX0596'IS BEARING A WITNESS SHIELD, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD,
 BX0596'AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0594 ***********************************************************************
 BX0594  DESIGNATION -  P 237
 BX0594  PID         -  BX0594
 BX0594  STATE/COUNTY-  LA/RAPIDES
 BX0594  USGS QUAD   -  LIBUSE (1993)
 BX0594
 BX0594                         *CURRENT SURVEY CONTROL
 BX0594  ___________________________________________________________________
 BX0594* NAD 83(1986)-  31 21 32.     (N)    092 19 28.     (W)     SCALED    
 BX0594* NAVD 88     -        49.07   (+/-2cm)     161.0    (feet)  VERTCON   
 BX0594  ___________________________________________________________________
 BX0594  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX0594
 BX0594  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0594
 BX0594.The horizontal coordinates were scaled from a topographic map and have
 BX0594.an estimated accuracy of +/- 6 seconds.
 BX0594
 BX0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0594.The vertical order pertains to the NGVD 29 superseded value.
 BX0594
 BX0594.The geoid height was determined by GEOID03.
 BX0594
 BX0594;                    North         East    Units  Estimated Accuracy
 BX0594;SPC LA N     -    95,240.    1,016,700.      MT  (+/- 180 meters Scaled)
 BX0594
 BX0594                          SUPERSEDED SURVEY CONTROL
 BX0594
 BX0594  NGVD 29 (12/01/98)   49.054  (m)          160.94   (f) ADJUSTED    1 2
 BX0594
 BX0594.Superseded values are not recommended for survey control.
 BX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0594.See file dsdata.txt to determine how the superseded data were derived.
 BX0594
 BX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ642695(NAD 83)
 BX0594_MARKER: DB = BENCH MARK DISK
 BX0594_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0594_SP_SET: FOOTING
 BX0594_STAMPING: P 237 1966
 BX0594_MARK LOGO: CGS   
 BX0594_MAGNETIC: P = MARKER IS A STEEL PIPE
 BX0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0594+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1993
 BX0594
 BX0594  HISTORY     - Date     Condition        Report By
 BX0594  HISTORY     - 1966     MONUMENTED       CGS
 BX0594  HISTORY     - 19930907 GOOD             LADTD
 BX0594  HISTORY     - 19990424 GOOD             USPSQD
 BX0594
 BX0594                          STATION DESCRIPTION
 BX0594
 BX0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0594'0.75 MI NE FROM LIBUSE.
 BX0594'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0594'AT LIBUSE, AT THE LOUISIANA FORESTRY COMMISSION LIBUSE FIRE TOWER, 206
 BX0594'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET WEST OF THE
 BX0594'EAST LEG OF THE FIRE TOWER, ON THE INSIDE OF THE TOWER, 2 INCHES BELOW
 BX0594'THE LEVEL OF THE CONCRETE FOOTING FOR THE TOWER, AND SET IN THE TOP OF
 BX0594'A 5-INCH CAST IRON PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS 4
 BX0594'INCHES.
 BX0594
 BX0594                          STATION RECOVERY (1993)
 BX0594
 BX0594'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0594'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF HOLLOWAY AND
 BX0594'1.0 MI (1.6 KM) NORTHEAST OF LIBUSE.  OWNERSHIP--LOUISIANA FOREST
 BX0594'SERVICE. TO REACH THE STATION FROM THE POST OFFICE IN LIBUSE GO EAST
 BX0594'FOR 1.0 MI (1.6 KM) ON STATE HIGHWAY 28 TO THE STATION ON THE LEFT SET
 BX0594'NEAR THE EAST LEG OF THE LIBUSE FIRE TOWER. THE STATION IS 206.0 FT
 BX0594'(62.8 M) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 2.0 FT (0.6 M) WEST
 BX0594'FROM THE EAST LEG OF THE FIRE TOWER, SET IN THE TOP OF A FIVE INCH
 BX0594'CAST IRON PIPE FILLED WITH CONCRETE PROJECTING 2 INCHES ABOVE THE
 BX0594'GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 BX0594
 BX0594                          STATION RECOVERY (1999)
 BX0594
 BX0594'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0842 ***********************************************************************
 BX0842  DESIGNATION -  P 238
 BX0842  PID         -  BX0842
 BX0842  STATE/COUNTY-  LA/AVOYELLES
 BX0842  USGS QUAD   -  EFFIE (1983)
 BX0842
 BX0842                         *CURRENT SURVEY CONTROL
 BX0842  ___________________________________________________________________
 BX0842* NAD 83(1986)-  31 10 47.     (N)    092 09 50.     (W)     SCALED    
 BX0842* NAVD 88     -        19.774  (meters)      64.88   (feet)  ADJUSTED  
 BX0842  ___________________________________________________________________
 BX0842  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BX0842  DYNAMIC HT  -          19.749 (meters)      64.79  (feet)  COMP
 BX0842  MODELED GRAV-     979,397.4   (mgal)                       NAVD 88
 BX0842
 BX0842  VERT ORDER  -  FIRST     CLASS I
 BX0842
 BX0842.The horizontal coordinates were scaled from a topographic map and have
 BX0842.an estimated accuracy of +/- 6 seconds.
 BX0842
 BX0842.The orthometric height was determined by differential leveling
 BX0842.and adjusted by the National Geodetic Survey in February 1994..
 BX0842
 BX0842.The geoid height was determined by GEOID03.
 BX0842
 BX0842.The dynamic height is computed by dividing the NAVD 88
 BX0842.geopotential number by the normal gravity value computed on the
 BX0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0842.degrees latitude (g = 980.6199 gals.).
 BX0842
 BX0842.The modeled gravity was interpolated from observed gravity values.
 BX0842
 BX0842;                    North         East    Units  Estimated Accuracy
 BX0842;SPC LA N     -    75,420.    1,032,040.      MT  (+/- 180 meters Scaled)
 BX0842
 BX0842                          SUPERSEDED SURVEY CONTROL
 BX0842
 BX0842  NAVD 88 (06/15/91)   19.782  (m)           64.90   (f) UNKNOWN     1 1
 BX0842  NGVD 29 (??/??/??)   19.741  (m)           64.77   (f) ADJUSTED    1 1
 BX0842
 BX0842.Superseded values are not recommended for survey control.
 BX0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0842.See file dsdata.txt to determine how the superseded data were derived.
 BX0842
 BX0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ796498(NAD 83)
 BX0842_MARKER: DB = BENCH MARK DISK
 BX0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0842_STAMPING: P 238 1966
 BX0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0842+STABILITY: SURFACE MOTION
 BX0842
 BX0842  HISTORY     - Date     Condition        Report By
 BX0842  HISTORY     - 1966     MONUMENTED       CGS
 BX0842  HISTORY     - 1977     GOOD             NGS
 BX0842
 BX0842                          STATION DESCRIPTION
 BX0842
 BX0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0842'9.6 MI NW FROM MARKSVILLE.
 BX0842'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0842'COURTHOUSE AT MARKSVILLE, THECE 0.6 MILE NORTHWEST ALONG A PAVED ROAD,
 BX0842'THENCE 0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 3.1 MILES
 BX0842'SOUTHWEST ALONG A GRAVELED ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF
 BX0842'A LEVEE, OR ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST
 BX0842'OFFICE AT ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, THENCE
 BX0842'5.0 MILES NORTHEAST ALONG A GRAVELED ROAD WHICH PARALLELS THE
 BX0842'SOUTHEAST SIDE OF A LEVEE, IN SECTION 3, T 2 N, R 3 W, AT A CURVE IN
 BX0842'THE ROAD AND LEVEE, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 91
 BX0842'FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE, 131 FEET SOUTHWEST OF
 BX0842'AND ACROSS THE ROAD FROM A POWER POLE BEARING A TRANSFORMER, 24 FEET
 BX0842'SOUTHWEST OF THE CENTER OF A WOODEN GATE, 2 FEET WEST OF A FENCE, 1.7
 BX0842'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 BX0842'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BX0842
 BX0842                          STATION RECOVERY (1977)
 BX0842
 BX0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0778 ***********************************************************************
 BX0778  DESIGNATION -  P 239
 BX0778  PID         -  BX0778
 BX0778  STATE/COUNTY-  LA/AVOYELLES
 BX0778  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0778
 BX0778                         *CURRENT SURVEY CONTROL
 BX0778  ___________________________________________________________________
 BX0778* NAD 83(1986)-  31 03 07.     (N)    092 01 29.     (W)     SCALED    
 BX0778* NAVD 88     -        25.215  (meters)      82.73   (feet)  ADJUSTED  
 BX0778  ___________________________________________________________________
 BX0778  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX0778  DYNAMIC HT  -          25.183 (meters)      82.62  (feet)  COMP
 BX0778  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 BX0778
 BX0778  VERT ORDER  -  FIRST     CLASS I
 BX0778
 BX0778.The horizontal coordinates were scaled from a topographic map and have
 BX0778.an estimated accuracy of +/- 6 seconds.
 BX0778
 BX0778.The orthometric height was determined by differential leveling
 BX0778.and adjusted by the National Geodetic Survey in February 1994..
 BX0778
 BX0778.The geoid height was determined by GEOID03.
 BX0778
 BX0778.The dynamic height is computed by dividing the NAVD 88
 BX0778.geopotential number by the normal gravity value computed on the
 BX0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0778.degrees latitude (g = 980.6199 gals.).
 BX0778
 BX0778.The modeled gravity was interpolated from observed gravity values.
 BX0778
 BX0778;                    North         East    Units  Estimated Accuracy
 BX0778;SPC LA N     -    61,300.    1,045,370.      MT  (+/- 180 meters Scaled)
 BX0778
 BX0778                          SUPERSEDED SURVEY CONTROL
 BX0778
 BX0778  NAVD 88 (06/15/91)   25.235  (m)           82.79   (f) UNKNOWN     1 1
 BX0778  NGVD 29 (??/??/??)   25.195  (m)           82.66   (f) ADJUSTED    1 1
 BX0778
 BX0778.Superseded values are not recommended for survey control.
 BX0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0778.See file dsdata.txt to determine how the superseded data were derived.
 BX0778
 BX0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ930357(NAD 83)
 BX0778_MARKER: DB = BENCH MARK DISK
 BX0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0778_STAMPING: P 239 1966
 BX0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0778+STABILITY: SURFACE MOTION
 BX0778
 BX0778  HISTORY     - Date     Condition        Report By
 BX0778  HISTORY     - 1966     MONUMENTED       CGS
 BX0778  HISTORY     - 1977     GOOD             NGS
 BX0778  HISTORY     - 19870928 POOR             USPSQD
 BX0778
 BX0778                          STATION DESCRIPTION
 BX0778
 BX0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0778'1.85 MI SE FROM MANSURA.
 BX0778'ABOUT 1.85 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 1186 FROM THE
 BX0778'POST OFFICE AT MANSURA, IN SECTION 57, T 1 N, R 4 E, NEAR THE CENTER
 BX0778'OF A TRIANGLE FORMED BY THE JUNCTION OF THE HIGHWAYS, 100 FEET WEST OF
 BX0778'THE CENTER LINE OF STATE HIGHWAY 1, 89 FEET NORTH OF THE CENTER LINE
 BX0778'OF THE PORTION OF STATE HIGHWAY 1 LEADING SOUTHEAST, 95 FEET SOUTH OF
 BX0778'THE CENTER LINE OF STATE HIGHWAY 1186 LEADING EAST, 89 FEET SOUTHWEST
 BX0778'OF THE SOUTH END OF A CONCRETE HEAD WALL OF A CULVERT, 1.5 FEET EAST
 BX0778'OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 BX0778'HIGHWAYS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BX0778'NOTE--THIS MARK IS ALSO ABOUT 2.9 MILES WEST ALONG STATE HIGHWAY 1
 BX0778'FROM THE KANSAS CITY AND SOUTHERN RAILROAD STATION AT MOREAUVILLE.
 BX0778
 BX0778                          STATION RECOVERY (1977)
 BX0778
 BX0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0778'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE POST
 BX0778'OFFICE AT MANSURA, TO THE JUNCTION OF STATE HIGHWAY 1186, THENCE
 BX0778'1.05 MILES EAST ALONG STATE HIGHWAY 1186 TO A TRIANGLE FORMED
 BX0778'BY A JUNCTION OF A COUNTY ROAD,NEAR THE CENTER OF TRIANGLE,
 BX0778'79 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 1186 LEADING
 BX0778'SOUTHEAST, 101 FEET WEST OF THE CENTER LINE OF A HIGHWAY
 BX0778'1186 LEADING NORTHWEST, 89 FEET SOUTHWEST OF THE SOUTH END OF
 BX0778'A CONCRETE HEAD WALL OF A CULVERT.
 BX0778
 BX0778                          STATION RECOVERY (1987)
 BX0778
 BX0778'RECOVERY NOTE BY US POWER SQUADRON 1987 (WM)
 BX0778'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1026 ***********************************************************************
 CP1026  DESIGNATION -  P 24
 CP1026  PID         -  CP1026
 CP1026  STATE/COUNTY-  LA/RICHLAND
 CP1026  USGS QUAD   -  EPPS (1986)
 CP1026
 CP1026                         *CURRENT SURVEY CONTROL
 CP1026  ___________________________________________________________________
 CP1026* NAD 83(1986)-  32 32 13.     (N)    091 29 49.     (W)     SCALED    
 CP1026* NAVD 88     -        28.187  (meters)      92.48   (feet)  ADJUSTED  
 CP1026  ___________________________________________________________________
 CP1026  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP1026  DYNAMIC HT  -          28.156 (meters)      92.38  (feet)  COMP
 CP1026  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CP1026
 CP1026  VERT ORDER  -  SECOND    CLASS 0
 CP1026
 CP1026.The horizontal coordinates were scaled from a topographic map and have
 CP1026.an estimated accuracy of +/- 6 seconds.
 CP1026
 CP1026.The orthometric height was determined by differential leveling
 CP1026.and adjusted by the National Geodetic Survey in June 1991..
 CP1026
 CP1026.The geoid height was determined by GEOID03.
 CP1026
 CP1026.The dynamic height is computed by dividing the NAVD 88
 CP1026.geopotential number by the normal gravity value computed on the
 CP1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1026.degrees latitude (g = 980.6199 gals.).
 CP1026
 CP1026.The modeled gravity was interpolated from observed gravity values.
 CP1026
 CP1026;                    North         East    Units  Estimated Accuracy
 CP1026;SPC LA N     -   226,290.    1,094,220.      MT  (+/- 180 meters Scaled)
 CP1026
 CP1026                          SUPERSEDED SURVEY CONTROL
 CP1026
 CP1026  NGVD 29 (??/??/92)   28.247  (m)           92.67   (f) ADJ UNCH    2 0
 CP1026
 CP1026.Superseded values are not recommended for survey control.
 CP1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1026.See file dsdata.txt to determine how the superseded data were derived.
 CP1026
 CP1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS411009(NAD 83)
 CP1026_MARKER: DB = BENCH MARK DISK
 CP1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1026_STAMPING: P-24 1935
 CP1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1026+STABILITY: SURFACE MOTION
 CP1026
 CP1026  HISTORY     - Date     Condition        Report By
 CP1026  HISTORY     - 1935     MONUMENTED       CGS
 CP1026  HISTORY     - 1943     MARK NOT FOUND   LOCENG
 CP1026
 CP1026                          STATION DESCRIPTION
 CP1026
 CP1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1026'IN WARDEN.
 CP1026'ABOUT .2 MILE NORTH OF COTTON GIN.  150 FEET SOUTHEAST OF SECOND
 CP1026'TELEGRAPH POLE SOUTH OF M.P. 488-20.  105 FEET EAST OF WARDEN STATION
 CP1026'SIGN BOARD.  90 FEET EAST OF CENTERLINE OF MISSOURI PACIFIC R.R.
 CP1026'TRACK.  84 FEET WEST OF WEST SIDE OF SMALL WHITE SERVICE STATION.  36
 CP1026'FEET SOUTH OF CENTERLINE OF CROSS ROAD.  TABLET SET IN PRECAST
 CP1026'CONCRETE POST.
 CP1026
 CP1026                          STATION RECOVERY (1943)
 CP1026
 CP1026'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 CP1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0451 ***********************************************************************
 CQ0451  DESIGNATION -  P 241
 CQ0451  PID         -  CQ0451
 CQ0451  STATE/COUNTY-  LA/OUACHITA
 CQ0451  USGS QUAD   -  BOSCO (1982)
 CQ0451
 CQ0451                         *CURRENT SURVEY CONTROL
 CQ0451  ___________________________________________________________________
 CQ0451* NAD 83(1986)-  32 18 51.     (N)    092 05 06.     (W)     SCALED    
 CQ0451* NAVD 88     -        21.76   (+/-2cm)      71.4    (feet)  VERTCON   
 CQ0451  ___________________________________________________________________
 CQ0451  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0451
 CQ0451  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0451
 CQ0451.The horizontal coordinates were scaled from a topographic map and have
 CQ0451.an estimated accuracy of +/- 6 seconds.
 CQ0451
 CQ0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0451.The vertical order pertains to the NGVD 29 superseded value.
 CQ0451
 CQ0451.The geoid height was determined by GEOID03.
 CQ0451
 CQ0451;                    North         East    Units  Estimated Accuracy
 CQ0451;SPC LA N     -   201,220.    1,039,080.      MT  (+/- 180 meters Scaled)
 CQ0451
 CQ0451                          SUPERSEDED SURVEY CONTROL
 CQ0451
 CQ0451  NGVD 29 (??/??/??)   21.797  (m)           71.51   (f) ADJUSTED    1 2
 CQ0451
 CQ0451.Superseded values are not recommended for survey control.
 CQ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0451.See file dsdata.txt to determine how the superseded data were derived.
 CQ0451
 CQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR861756(NAD 83)
 CQ0451_MARKER: DB = BENCH MARK DISK
 CQ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0451_STAMPING: P 241 1966
 CQ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0451+STABILITY: SURFACE MOTION
 CQ0451
 CQ0451  HISTORY     - Date     Condition        Report By
 CQ0451  HISTORY     - 1966     MONUMENTED       CGS
 CQ0451  HISTORY     - 1990     GOOD             USPSQD
 CQ0451  HISTORY     - 1991     GOOD             USPSQD
 CQ0451
 CQ0451                          STATION DESCRIPTION
 CQ0451
 CQ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0451'1.6 MI N FROM BOSCO.
 CQ0451'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0451'BOSCO, IN SECTION 5, T 16 N, R 4 E, AT THE NORTHEAST CORNER OF THE
 CQ0451'UNION BAPTIST CHURCH YARD, 53 FEET WEST OF THE CENTER LINE OF THE
 CQ0451'HIGHWAY, 124 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 18
 CQ0451'FEET SOUTH OF THE CENTER LINE OF THE NORTH DRIVEWAY TO A CEMETERY, 2
 CQ0451'FEET NORTH OF A POWER POLE BEARING A TRANSFORMER, 1.1 FEET WEST OF A
 CQ0451'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 CQ0451'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS
 CQ0451'BENCH MARK IS 0.6 MILE SOUTH OF TRIANGULATION STATION FONDALE 1941 AND
 CQ0451'COULD BE USED FOR AN AZIMUTH SINCE THE ORIGINAL AZIMUTH HAS BEEN
 CQ0451'DESTROYED.
 CQ0451
 CQ0451                          STATION RECOVERY (1990)
 CQ0451
 CQ0451'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0451'RECOVERED IN GOOD CONDITION.
 CQ0451
 CQ0451                          STATION RECOVERY (1991)
 CQ0451
 CQ0451'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1784 ***********************************************************************
 CP1784  DESIGNATION -  P 242
 CP1784  PID         -  CP1784
 CP1784  STATE/COUNTY-  LA/OUACHITA
 CP1784  USGS QUAD   -  CREW LAKE (1982)
 CP1784
 CP1784                         *CURRENT SURVEY CONTROL
 CP1784  ___________________________________________________________________
 CP1784* NAD 83(1986)-  32 29 34.     (N)    091 57 04.     (W)     SCALED    
 CP1784* NAVD 88     -        18.787  (meters)      61.64   (feet)  ADJUSTED  
 CP1784  ___________________________________________________________________
 CP1784  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CP1784  DYNAMIC HT  -          18.766 (meters)      61.57  (feet)  COMP
 CP1784  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CP1784
 CP1784  VERT ORDER  -  FIRST     CLASS I
 CP1784
 CP1784.The horizontal coordinates were scaled from a topographic map and have
 CP1784.an estimated accuracy of +/- 6 seconds.
 CP1784
 CP1784.The orthometric height was determined by differential leveling
 CP1784.and adjusted by the National Geodetic Survey in June 1991..
 CP1784
 CP1784.The geoid height was determined by GEOID03.
 CP1784
 CP1784.The dynamic height is computed by dividing the NAVD 88
 CP1784.geopotential number by the normal gravity value computed on the
 CP1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1784.degrees latitude (g = 980.6199 gals.).
 CP1784
 CP1784.The modeled gravity was interpolated from observed gravity values.
 CP1784
 CP1784;                    North         East    Units  Estimated Accuracy
 CP1784;SPC LA N     -   221,080.    1,051,590.      MT  (+/- 180 meters Scaled)
 CP1784
 CP1784                          SUPERSEDED SURVEY CONTROL
 CP1784
 CP1784  NGVD 29 (??/??/??)   18.826  (m)           61.77   (f) ADJUSTED    1 1
 CP1784
 CP1784.Superseded values are not recommended for survey control.
 CP1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1784.See file dsdata.txt to determine how the superseded data were derived.
 CP1784
 CP1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR985955(NAD 83)
 CP1784_MARKER: DB = BENCH MARK DISK
 CP1784_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1784_SP_SET: 80 FT.
 CP1784_STAMPING: P 242 1966
 CP1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1784
 CP1784  HISTORY     - Date     Condition        Report By
 CP1784  HISTORY     - 1966     MONUMENTED       CGS
 CP1784  HISTORY     - 1969     GOOD             NGS
 CP1784  HISTORY     - 1978     POOR             USGS
 CP1784
 CP1784                          STATION DESCRIPTION
 CP1784
 CP1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CP1784'9.2 MI E FROM MONROE.
 CP1784'9.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1784'MONROE, 5 1/2 RAILS WEST OF MILEPOST 62, 11 RAILS WEST OF THE WEST END
 CP1784'OF A WOODEN RAILROAD TRESTLE, 126 FEET NORTH OF THE NORTH RAIL, 89
 CP1784'FEET EAST OF THE EXTENDED CENTER LINE OF A TRAIL ROAD WHICH LEADS
 CP1784'NORTH, 40 FEET SOUTH OF THE SOUTH BANK OF A CANAL, 8 FEET SOUTH OF A
 CP1784'36-INCH OAK TREE WHICH BEARS A TRIANGULAR BLAZE ON THE WEST SIDE, 1.2
 CP1784'FEET EAST OF A METAL WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL OF
 CP1784'THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CP1784'DRIVEN TO A DEPTH OF 80 FEET AND IS EDNCASED IN A 5-INCH CAST IRON
 CP1784'PIPE WHICH PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND.  1/4 SEC
 CP1784'3, T 17N, R 5E.
 CP1784
 CP1784                          STATION RECOVERY (1978)
 CP1784
 CP1784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CP1784'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1875 ***********************************************************************
 CP1875  DESIGNATION -  P 243
 CP1875  PID         -  CP1875
 CP1875  STATE/COUNTY-  LA/FRANKLIN
 CP1875  USGS QUAD   -  FT NECESSITY (1983)
 CP1875
 CP1875                         *CURRENT SURVEY CONTROL
 CP1875  ___________________________________________________________________
 CP1875* NAD 83(1986)-  32 03 08.     (N)    091 49 23.     (W)     SCALED    
 CP1875* NAVD 88     -        20.11   (+/-2cm)      66.0    (feet)  VERTCON   
 CP1875  ___________________________________________________________________
 CP1875  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP1875
 CP1875  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1875
 CP1875.The horizontal coordinates were scaled from a topographic map and have
 CP1875.an estimated accuracy of +/- 6 seconds.
 CP1875
 CP1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1875.The vertical order pertains to the NGVD 29 superseded value.
 CP1875
 CP1875.The geoid height was determined by GEOID03.
 CP1875
 CP1875;                    North         East    Units  Estimated Accuracy
 CP1875;SPC LA N     -   172,300.    1,063,930.      MT  (+/- 180 meters Scaled)
 CP1875
 CP1875                          SUPERSEDED SURVEY CONTROL
 CP1875
 CP1875  NGVD 29 (??/??/92)   20.129  (m)           66.04   (f) ADJ UNCH    1 2
 CP1875
 CP1875.Superseded values are not recommended for survey control.
 CP1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1875.See file dsdata.txt to determine how the superseded data were derived.
 CP1875
 CP1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR111468(NAD 83)
 CP1875_MARKER: DB = BENCH MARK DISK
 CP1875_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1875_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1875_STAMPING: P 243 1966
 CP1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1875
 CP1875  HISTORY     - Date     Condition        Report By
 CP1875  HISTORY     - 1966     MONUMENTED       CGS
 CP1875  HISTORY     - 1969     GOOD             LADTD
 CP1875
 CP1875                          STATION DESCRIPTION
 CP1875
 CP1875'DESCRIBED BY LA TRANSP AND DEV 1969
 CP1875'0.35 MI NW FROM FT NECESSITY.
 CP1875'ABOUT 0.35 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 4 FROM THE POST
 CP1875'OFFICE IN FT. NECESSITY.  THENCE IN A NORTHWESTERLY DIRECTION ALONG
 CP1875'LOUISIANA HIGHWAY 4, 0.35 MILE TO THE MARK.  IT IS ABOUT 125.0 FEET
 CP1875'NORTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND 135, 79.0
 CP1875'FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 4, 77.0 FEET WEST OF
 CP1875'THE CENTERLINE OF LOUISIANA HIGHWAY 135, 9.0 FEET SOUTH OF A POWER
 CP1875'POLE.  SET IN TOP OF A 5 INCH CAST IRON PIPE PROJECTING 8 INCHES ABOVE
 CP1875'GROUND.  A METAL WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1952 ***********************************************************************
 CP1952  DESIGNATION -  P 244
 CP1952  PID         -  CP1952
 CP1952  STATE/COUNTY-  LA/FRANKLIN
 CP1952  USGS QUAD   -  LAMAR (1987)
 CP1952
 CP1952                         *CURRENT SURVEY CONTROL
 CP1952  ___________________________________________________________________
 CP1952* NAD 83(1986)-  32 16 48.     (N)    091 33 35.     (W)     SCALED    
 CP1952* NAVD 88     -        28.26   (+/-2cm)      92.7    (feet)  VERTCON   
 CP1952  ___________________________________________________________________
 CP1952  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1952
 CP1952  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1952
 CP1952.The horizontal coordinates were scaled from a topographic map and have
 CP1952.an estimated accuracy of +/- 6 seconds.
 CP1952
 CP1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1952.The vertical order pertains to the NGVD 29 superseded value.
 CP1952
 CP1952.The geoid height was determined by GEOID03.
 CP1952
 CP1952;                    North         East    Units  Estimated Accuracy
 CP1952;SPC LA N     -   197,740.    1,088,570.      MT  (+/- 180 meters Scaled)
 CP1952
 CP1952                          SUPERSEDED SURVEY CONTROL
 CP1952
 CP1952  NGVD 29 (??/??/92)   28.277  (m)           92.77   (f) ADJ UNCH    1 2
 CP1952
 CP1952.Superseded values are not recommended for survey control.
 CP1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1952.See file dsdata.txt to determine how the superseded data were derived.
 CP1952
 CP1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR356723(NAD 83)
 CP1952_MARKER: DB = BENCH MARK DISK
 CP1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1952_STAMPING: P 244 1966
 CP1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1952+STABILITY: SURFACE MOTION
 CP1952
 CP1952  HISTORY     - Date     Condition        Report By
 CP1952  HISTORY     - 1966     MONUMENTED       CGS
 CP1952  HISTORY     - 1991     GOOD             USPSQD
 CP1952
 CP1952                          STATION DESCRIPTION
 CP1952
 CP1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1952'3.35 MI NE FROM CROWVILLE.
 CP1952'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1952'AT CROWVILLE, IN SECTION 16, T 15 N, R 9 E, ON PROPERTY WHICH BELONGS
 CP1952'TO MRS. THELMA WISE, 52 FEET WEST OF THE CENTER OF THE Y-JUNCTION OF A
 CP1952'ROAD LEADING NORTHEAST, 47 FEET NORTHWEST OF THE CENTER LINE OF THE
 CP1952'HIGHWAY, 97 FEET SOUTH OF THE SOUTHWEST CORNER OF THE WISE RESIDENCE,
 CP1952'1 FOOT NORTH OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT
 CP1952'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CP1952'CONCRETE POST PROJECTING 3 INCHES.
 CP1952
 CP1952                          STATION RECOVERY (1991)
 CP1952
 CP1952'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2341 ***********************************************************************
 CP2341  DESIGNATION -  P 244 RESET 1981
 CP2341  PID         -  CP2341
 CP2341  STATE/COUNTY-  LA/FRANKLIN
 CP2341  USGS QUAD   -  LAMAR (1987)
 CP2341
 CP2341                         *CURRENT SURVEY CONTROL
 CP2341  ___________________________________________________________________
 CP2341* NAD 83(1986)-  32 16 48.     (N)    091 33 35.     (W)     SCALED    
 CP2341* NAVD 88     -        28.36   (+/-2cm)      93.0    (feet)  VERTCON   
 CP2341  ___________________________________________________________________
 CP2341  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2341
 CP2341  VERT ORDER  -  THIRD (See Below)
 CP2341
 CP2341.The horizontal coordinates were scaled from a topographic map and have
 CP2341.an estimated accuracy of +/- 6 seconds.
 CP2341
 CP2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2341.The vertical order pertains to the NGVD 29 superseded value.
 CP2341
 CP2341.The geoid height was determined by GEOID03.
 CP2341
 CP2341;                    North         East    Units  Estimated Accuracy
 CP2341;SPC LA N     -   197,740.    1,088,570.      MT  (+/- 180 meters Scaled)
 CP2341
 CP2341                          SUPERSEDED SURVEY CONTROL
 CP2341
 CP2341  NGVD 29 (09/18/05)   28.37   (m)           93.1    (f) RESET       3  
 CP2341
 CP2341.Superseded values are not recommended for survey control.
 CP2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2341.See file dsdata.txt to determine how the superseded data were derived.
 CP2341
 CP2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR356723(NAD 83)
 CP2341_MARKER: DB = BENCH MARK DISK
 CP2341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2341_STAMPING: P 244 RESET 1981
 CP2341_PROJECTION: FLUSH
 CP2341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2341_ROD/PIPE-DEPTH: 4.57 meters
 CP2341
 CP2341  HISTORY     - Date     Condition        Report By
 CP2341  HISTORY     - 1981     MONUMENTED       LADTD
 CP2341
 CP2341                          STATION DESCRIPTION
 CP2341
 CP2341'DESCRIBED BY LA TRANSP AND DEV 1981
 CP2341'5.4 KM (3.3 MI) NE FROM CROWVILLE.
 CP2341'5.4 KM (3.3 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2341'IN CROWVILLE, SET WEST OF THE HIGHWAY AT THE WEST END OF A HEDGE
 CP2341'ROW BETWEEN TWO HOUSE, OWNED BY THELMA W FLOWERS, ROUTE 3, P.O.
 CP2341'BOX 185, DELHI,LA, 35.5 METERS (115.0 FT) WEST OF THE CENTER OF STATE
 CP2341'HIGHWAY 17, 35.9 METERS (118.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 CP2341'OF A HOUSE, 12.8 METERS (42.0 FT) NORTHEAST OF THE NORTHEAST CORNER
 CP2341'OF A HOUSE, 6.1 METERS (20.0 FT) NORTH OF A 20-INCH OAK TREE,
 CP2341'9.1 METERS (3.0 FT) NORTH OF A HEDGE ROW, AND 0.3 METER (1.0 FT)
 CP2341'EAST OF A FENCE.
 CP2341'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 CP2341'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1723 ***********************************************************************
 CP1723  DESIGNATION -  P 245
 CP1723  PID         -  CP1723
 CP1723  STATE/COUNTY-  LA/RICHLAND
 CP1723  USGS QUAD   -  DUNN (1987)
 CP1723
 CP1723                         *CURRENT SURVEY CONTROL
 CP1723  ___________________________________________________________________
 CP1723* NAD 83(1986)-  32 27 34.     (N)    091 31 25.     (W)     SCALED    
 CP1723* NAVD 88     -        26.933  (meters)      88.36   (feet)  ADJUSTED  
 CP1723  ___________________________________________________________________
 CP1723  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP1723  DYNAMIC HT  -          26.903 (meters)      88.26  (feet)  COMP
 CP1723  MODELED GRAV-     979,517.9   (mgal)                       NAVD 88
 CP1723
 CP1723  VERT ORDER  -  FIRST     CLASS I
 CP1723
 CP1723.The horizontal coordinates were scaled from a topographic map and have
 CP1723.an estimated accuracy of +/- 6 seconds.
 CP1723
 CP1723.The orthometric height was determined by differential leveling
 CP1723.and adjusted by the National Geodetic Survey in June 1991..
 CP1723
 CP1723.The geoid height was determined by GEOID03.
 CP1723
 CP1723.The dynamic height is computed by dividing the NAVD 88
 CP1723.geopotential number by the normal gravity value computed on the
 CP1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1723.degrees latitude (g = 980.6199 gals.).
 CP1723
 CP1723.The modeled gravity was interpolated from observed gravity values.
 CP1723
 CP1723;                    North         East    Units  Estimated Accuracy
 CP1723;SPC LA N     -   217,670.    1,091,790.      MT  (+/- 180 meters Scaled)
 CP1723
 CP1723                          SUPERSEDED SURVEY CONTROL
 CP1723
 CP1723  NGVD 29 (??/??/??)   26.953  (m)           88.43   (f) ADJUSTED    1 1
 CP1723
 CP1723.Superseded values are not recommended for survey control.
 CP1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1723.See file dsdata.txt to determine how the superseded data were derived.
 CP1723
 CP1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR387923(NAD 83)
 CP1723_MARKER: DB = BENCH MARK DISK
 CP1723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1723_SP_SET: CULVERT
 CP1723_STAMPING: P 245 1966
 CP1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1723
 CP1723  HISTORY     - Date     Condition        Report By
 CP1723  HISTORY     - 1966     MONUMENTED       CGS
 CP1723  HISTORY     - 1968     GOOD             NGS
 CP1723
 CP1723                          STATION DESCRIPTION
 CP1723
 CP1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1723'1.75 MI W FROM DELHI.
 CP1723'1.75 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1723'AT DELHI, IN SECTION 14, T 17 N, R 9 E, ABOUT 3 POLES WEST OF MILEPOST
 CP1723'37, 78 FEET NORTH OF THE NORTH RAIL, SET IN THE CENTER OF THE TOP OF
 CP1723'THE SOUTH CONCRETE HEAD WALL OF A TRIPLE-CHANNELED CONCRETE CULVERT
 CP1723'OVER TURKEY CREEK, 19 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 CP1723'80, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CP1723
 CP1723                          STATION RECOVERY (1968)
 CP1723
 CP1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1434 ***********************************************************************
 BW1434  DESIGNATION -  P 246
 BW1434  PID         -  BW1434
 BW1434  STATE/COUNTY-  LA/CATAHOULA
 BW1434  USGS QUAD   -  WISNER (1983)
 BW1434
 BW1434                         *CURRENT SURVEY CONTROL
 BW1434  ___________________________________________________________________
 BW1434* NAD 83(1986)-  31 55 02.     (N)    091 39 39.     (W)     SCALED    
 BW1434* NAVD 88     -        22.30   (+/-2cm)      73.2    (feet)  VERTCON   
 BW1434  ___________________________________________________________________
 BW1434  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1434
 BW1434  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1434
 BW1434.The horizontal coordinates were scaled from a topographic map and have
 BW1434.an estimated accuracy of +/- 6 seconds.
 BW1434
 BW1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1434.The vertical order pertains to the NGVD 29 superseded value.
 BW1434
 BW1434.The geoid height was determined by GEOID03.
 BW1434
 BW1434;                    North         East    Units  Estimated Accuracy
 BW1434;SPC LA N     -   157,440.    1,079,360.      MT  (+/- 180 meters Scaled)
 BW1434
 BW1434                          SUPERSEDED SURVEY CONTROL
 BW1434
 BW1434  NGVD 29 (??/??/92)   22.309  (m)           73.19   (f) ADJ UNCH    1 2
 BW1434
 BW1434.Superseded values are not recommended for survey control.
 BW1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1434.See file dsdata.txt to determine how the superseded data were derived.
 BW1434
 BW1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR266320(NAD 83)
 BW1434_MARKER: DB = BENCH MARK DISK
 BW1434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW1434_SP_SET: CULVERT HEADWALL
 BW1434_STAMPING: P 246 1966
 BW1434_MARK LOGO: CGS   
 BW1434_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1434+STABILITY: SURFACE MOTION
 BW1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1434+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 BW1434
 BW1434  HISTORY     - Date     Condition        Report By
 BW1434  HISTORY     - 1966     MONUMENTED       CGS
 BW1434  HISTORY     - 19870630 GOOD             USPSQD
 BW1434  HISTORY     - 19971028 GOOD             LADTD
 BW1434
 BW1434                          STATION DESCRIPTION
 BW1434
 BW1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1434'4.2 MI S FROM WISNER.
 BW1434'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE MISSOURI PACIFIC
 BW1434'RAILROAD STATION AT WISNER, IN SECTION 21, T 11 N, R 8 E, 31 FEET WEST
 BW1434'OF THE CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF THE EAST RAIL OF
 BW1434'THE MISSOURI PACIFIC RAILROAD, SET IN THE TOP OF THE NORTH END OF THE
 BW1434'WEST CONCRETE HEAD WALL OF A CONCRETE CULVERT IN A LARGE DRAINAGE
 BW1434'DITCH, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BW1434
 BW1434                          STATION RECOVERY (1987)
 BW1434
 BW1434'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEG)
 BW1434'RECOVERED IN GOOD CONDITION.
 BW1434
 BW1434                          STATION RECOVERY (1997)
 BW1434
 BW1434'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 BW1434'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF WISNER, 7.0 MI
 BW1434'(11.3 KM) NORTH OF SICILY ISLAND, JUST SOUTH OF THE SMALL COMMUNITY OF
 BW1434'PECK.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BW1434'DEVELOPMENT.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE
 BW1434'HIGHWAYS 15 AND 562 IN WISNER, GO SOUTH FOR 4.55 MI (7.32 KM) ON
 BW1434'HIGHWAY 15 TO THE STATION ON THE RIGHT SET IN THE TOP OF THE NORTH END
 BW1434'OF THE WEST CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT.  THE
 BW1434'STATION IS 31.0 FT (9.4 M) WEST FROM THE CENTER OF THE HIGHWAY, FLUSH
 BW1434'WITH THE HEADWALL AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 BW1434'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8246 ***********************************************************************
 AC8246  DESIGNATION -  P 247 RESET
 AC8246  PID         -  AC8246
 AC8246  STATE/COUNTY-  LA/FRANKLIN
 AC8246  USGS QUAD   -  GILBERT (1983)
 AC8246
 AC8246                         *CURRENT SURVEY CONTROL
 AC8246  ___________________________________________________________________
 AC8246* NAD 83(1986)-  32 04 09.     (N)    091 40 56.     (W)     SCALED    
 AC8246* NAVD 88     -        21.10   (+/-2cm)      69.2    (feet)  VERTCON   
 AC8246  ___________________________________________________________________
 AC8246  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AC8246
 AC8246  VERT ORDER  -  THIRD (See Below)
 AC8246
 AC8246.The horizontal coordinates were scaled from a topographic map and have
 AC8246.an estimated accuracy of +/- 6 seconds.
 AC8246
 AC8246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8246.The vertical order pertains to the NGVD 29 superseded value.
 AC8246
 AC8246.The geoid height was determined by GEOID03.
 AC8246
 AC8246;                    North         East    Units  Estimated Accuracy
 AC8246;SPC LA N     -   174,270.    1,077,210.      MT  (+/- 180 meters Scaled)
 AC8246
 AC8246                          SUPERSEDED SURVEY CONTROL
 AC8246
 AC8246  NGVD 29 (09/18/05)   21.12   (m)           69.3    (f) RESET       3  
 AC8246
 AC8246.Superseded values are not recommended for survey control.
 AC8246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8246.See file dsdata.txt to determine how the superseded data were derived.
 AC8246
 AC8246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR243488(NAD 83)
 AC8246_MARKER: I = METAL ROD
 AC8246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8246_STAMPING: P 247 RESET 1992
 AC8246_MARK LOGO: NGS   
 AC8246_PROJECTION: FLUSH
 AC8246_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8246+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC8246_ROD/PIPE-DEPTH: 4.9  meters
 AC8246
 AC8246  HISTORY     - Date     Condition        Report By
 AC8246  HISTORY     - 1992     MONUMENTED       LADTD
 AC8246
 AC8246                          STATION DESCRIPTION
 AC8246
 AC8246'DESCRIBED BY LA TRANSP AND DEV 1992 (SLC)
 AC8246'THE STATION IS LOCATED ABOUT 2.05 MI (3.30 KM) NORTHWEST OF GILBERT
 AC8246'AND 7.10 MI (11.43 KM) SOUTHEAST OF WINNSBORO.  OWNERSHIP--LOUISIANA
 AC8246'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 AC8246'FROM THE POST OFFICE IN GILBERT, GO NORTH FOR 2.05 MI (3.30 KM) ON
 AC8246'STATE HIGHWAY 15 TO THE MARK SET ON THE RIGHT JUST NORTH OF A BRIDGE.
 AC8246'THE STATION IS 228.5 FT (69.6 M) SOUTH-SOUTHWEST FROM THE SOUTHEAST
 AC8246'CORNER OF A WHITE WOOD FRAME HOUSE, 221.0 FT (67.4 M) SOUTHEAST FROM
 AC8246'THE CENTER OF THE GRAVEL DIRVE LEADING INTO THE HOUSE, 84.5 FT (25.8
 AC8246'M) NORTHEAST FROM THE CENTER OF THE EXISTING HIGHWAY, 0.5 FT (15.2 CM)
 AC8246'SOUTHWEST FROM A FIBERGLASS WITNESS POST, FLUSH WITH THR GROUND
 AC8246'SURFACE AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1477 ***********************************************************************
 BW1477  DESIGNATION -  P 248
 BW1477  PID         -  BW1477
 BW1477  STATE/COUNTY-  LA/CONCORDIA
 BW1477  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1477
 BW1477                         *CURRENT SURVEY CONTROL
 BW1477  ___________________________________________________________________
 BW1477* NAD 83(1986)-  31 39 09.     (N)    091 33 02.     (W)     SCALED    
 BW1477* NAVD 88     -        17.327  (meters)      56.85   (feet)  ADJUSTED  
 BW1477  ___________________________________________________________________
 BW1477  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1477  DYNAMIC HT  -          17.306 (meters)      56.78  (feet)  COMP
 BW1477  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 BW1477
 BW1477  VERT ORDER  -  FIRST     CLASS II
 BW1477
 BW1477.The horizontal coordinates were scaled from a topographic map and have
 BW1477.an estimated accuracy of +/- 6 seconds.
 BW1477
 BW1477.The orthometric height was determined by differential leveling
 BW1477.and adjusted by the National Geodetic Survey in February 1994..
 BW1477
 BW1477.The geoid height was determined by GEOID03.
 BW1477
 BW1477.The dynamic height is computed by dividing the NAVD 88
 BW1477.geopotential number by the normal gravity value computed on the
 BW1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1477.degrees latitude (g = 980.6199 gals.).
 BW1477
 BW1477.The modeled gravity was interpolated from observed gravity values.
 BW1477
 BW1477;                    North         East    Units  Estimated Accuracy
 BW1477;SPC LA N     -   128,180.    1,090,050.      MT  (+/- 180 meters Scaled)
 BW1477
 BW1477                          SUPERSEDED SURVEY CONTROL
 BW1477
 BW1477  NAVD 88 (06/15/91)   17.344  (m)           56.90   (f) UNKNOWN     1 2
 BW1477  NGVD 29 (??/??/??)   17.328  (m)           56.85   (f) ADJUSTED    1 2
 BW1477
 BW1477.Superseded values are not recommended for survey control.
 BW1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1477.See file dsdata.txt to determine how the superseded data were derived.
 BW1477
 BW1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR374028(NAD 83)
 BW1477_MARKER: DB = BENCH MARK DISK
 BW1477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1477_SP_SET: CONCRETE BASE
 BW1477_STAMPING: P 248 1966
 BW1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1477
 BW1477  HISTORY     - Date     Condition        Report By
 BW1477  HISTORY     - 1966     MONUMENTED       CGS
 BW1477  HISTORY     - 1977     GOOD             NGS
 BW1477  HISTORY     - 1979     GOOD             NGS
 BW1477  HISTORY     - 1980     GOOD             NGS
 BW1477
 BW1477                          STATION DESCRIPTION
 BW1477
 BW1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1477'1.65 MI N FROM FERRIDAY.
 BW1477'ABOUT 0.1 MILE ALONG LOUISIANA AVENUE AND STATE HIGHWAY 568 FROM THE
 BW1477'POST OFFICE AT FERRIDAY, THENCE 1.55 MILES NORTH ALONG STATE HIGHWAY
 BW1477'15 AND U.S. HIGHWAY 65, IN T 8 N, R 9 E, 107 FEET EAST OF THE CENTER
 BW1477'LINE OF THE HIGHWAYS, 35 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BW1477'CEMENT BLOCK OFFICE BUILDING FOR THE MACK AND ANDERS READY MIXED
 BW1477'CONCRETE PLANT, 25 FEET SOUTHEAST OF A POWER POLE BEARING 3
 BW1477'TRANSFORMERS, 4 FEET EAST OF A WIRE MESH FENCE, SET IN THE TOP OF THE
 BW1477'CONCRETE BASE OF THE MOST NORTHWESTERLY ONE OF THREE ANCHORS USED TO
 BW1477'GUY A RADIO TOWER, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 BW1477'FLUSH WITH THE GROUND.
 BW1477
 BW1477                          STATION RECOVERY (1977)
 BW1477
 BW1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW1477'RECOVERED IN GOOD CONDITION.
 BW1477
 BW1477                          STATION RECOVERY (1979)
 BW1477
 BW1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1477'RECOVERED IN GOOD CONDITION.
 BW1477
 BW1477                          STATION RECOVERY (1980)
 BW1477
 BW1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BW1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2245 ***********************************************************************
 CP2245  DESIGNATION -  P 25
 CP2245  PID         -  CP2245
 CP2245  STATE/COUNTY-  LA/MOREHOUSE
 CP2245  USGS QUAD   -  MER ROUGE (1988)
 CP2245
 CP2245                         *CURRENT SURVEY CONTROL
 CP2245  ___________________________________________________________________
 CP2245* NAD 83(1986)-  32 52 26.     (N)    091 52 04.     (W)     SCALED    
 CP2245* NAVD 88     -        30.019  (meters)      98.49   (feet)  ADJUSTED  
 CP2245  ___________________________________________________________________
 CP2245  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP2245  DYNAMIC HT  -          29.986 (meters)      98.38  (feet)  COMP
 CP2245  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 CP2245
 CP2245  VERT ORDER  -  SECOND    CLASS 0
 CP2245
 CP2245.The horizontal coordinates were scaled from a topographic map and have
 CP2245.an estimated accuracy of +/- 6 seconds.
 CP2245
 CP2245.The orthometric height was determined by differential leveling
 CP2245.and adjusted by the National Geodetic Survey in June 1991..
 CP2245
 CP2245.The geoid height was determined by GEOID03.
 CP2245
 CP2245.The dynamic height is computed by dividing the NAVD 88
 CP2245.geopotential number by the normal gravity value computed on the
 CP2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2245.degrees latitude (g = 980.6199 gals.).
 CP2245
 CP2245.The modeled gravity was interpolated from observed gravity values.
 CP2245
 CP2245;                    North         East    Units  Estimated Accuracy
 CP2245;SPC LA N     -   263,390.    1,059,170.      MT  (+/- 180 meters Scaled)
 CP2245
 CP2245                          SUPERSEDED SURVEY CONTROL
 CP2245
 CP2245  NGVD 29 (??/??/92)   30.101  (m)           98.76   (f) ADJ UNCH    2 0
 CP2245
 CP2245.Superseded values are not recommended for survey control.
 CP2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2245.See file dsdata.txt to determine how the superseded data were derived.
 CP2245
 CP2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS059378(NAD 83)
 CP2245_MARKER: DB = BENCH MARK DISK
 CP2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2245_SP_SET: CONCRETE POST
 CP2245_STAMPING: P 25 1935
 CP2245_MARK LOGO: CGS   
 CP2245_PROJECTION: PROJECTING 38 CENTIMETERS
 CP2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2245+STABILITY: SURFACE MOTION
 CP2245
 CP2245  HISTORY     - Date     Condition        Report By
 CP2245  HISTORY     - 1935     MONUMENTED       CGS
 CP2245  HISTORY     - 1986     GOOD             LADTD
 CP2245
 CP2245                          STATION DESCRIPTION
 CP2245
 CP2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2245'2.5 MI E FROM WARDVILLE.
 CP2245'2.5 MILES EAST OF, ALONG ROAD ON NORTH BANK OF BAYOU BARTHOLOMEW, FROM
 CP2245'STATION. 222 FEET WEST OF CENTERLINE OF ST. HWY. 204. 216 FEET WEST OF
 CP2245'NORTH END OF HIGHWAY BRIDGE OVER BAYOU BARTHOLOMEW. 93 FEET WEST OF
 CP2245'CENTERLINE OF GATEWAY INTO CULTIVATED FIELD.  14 FEET NORTH OF
 CP2245'CENTERLINE OF ROAD PARALLEL TO BAYOU.  2.3 FEET NORTH OF FENCE. TABLET
 CP2245'SET IN PRECAST CONCRETE POST.
 CP2245
 CP2245                          STATION RECOVERY (1986)
 CP2245
 CP2245'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2245'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CP2245'11.9 KM (7.4 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE AT
 CP2245'BASTROP TO THE STATION MARK SET NEAR THE INTERSECTION OF STATE
 CP2245'HIGHWAYS 139 AND 593, 67.7 METERS (222 FEET) WEST OF THE CENTERLINE
 CP2245'OF STATE HIGHWAY 139, 64.3 METERS (211.0 FEET) WEST-NORTHWEST FROM
 CP2245'THE NORTHWEST CORNER OF THE BRIDGE OVER BAYOU BARTHOLEMEW, 20.1
 CP2245'METERS (66.0 FEET) WEST FROM STATION 3216 LAGS, 31.7 METERS (104
 CP2245'FEET) NORTH OF THE CENTER OF STATE HIGHWAY 593, AND 28.0 METERS (92.0
 CP2245'FEET) NORTHWEST FROM POWER POLE NUMBER 115.
 CP2245'THE MARK IS 1.22 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0166 ***********************************************************************
 BJ0166  DESIGNATION -  P 250
 BJ0166  PID         -  BJ0166
 BJ0166  STATE/COUNTY-  LA/AVOYELLES
 BJ0166  USGS QUAD   -  SIMMESPORT (1969)
 BJ0166
 BJ0166                         *CURRENT SURVEY CONTROL
 BJ0166  ___________________________________________________________________
 BJ0166* NAD 83(1986)-  30 59 28.     (N)    091 50 28.     (W)     SCALED    
 BJ0166* NAVD 88     -        11.899  (meters)      39.04   (feet)  ADJUSTED  
 BJ0166  ___________________________________________________________________
 BJ0166  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0166  DYNAMIC HT  -          11.884 (meters)      38.99  (feet)  COMP
 BJ0166  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BJ0166
 BJ0166  VERT ORDER  -  FIRST     CLASS I
 BJ0166
 BJ0166.The horizontal coordinates were scaled from a topographic map and have
 BJ0166.an estimated accuracy of +/- 6 seconds.
 BJ0166
 BJ0166.The orthometric height was determined by differential leveling
 BJ0166.and adjusted by the National Geodetic Survey in February 1994..
 BJ0166
 BJ0166.The geoid height was determined by GEOID03.
 BJ0166
 BJ0166.The dynamic height is computed by dividing the NAVD 88
 BJ0166.geopotential number by the normal gravity value computed on the
 BJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0166.degrees latitude (g = 980.6199 gals.).
 BJ0166
 BJ0166.The modeled gravity was interpolated from observed gravity values.
 BJ0166
 BJ0166;                    North         East    Units  Estimated Accuracy
 BJ0166;SPC LA N     -    54,650.    1,062,940.      MT  (+/- 180 meters Scaled)
 BJ0166
 BJ0166                          SUPERSEDED SURVEY CONTROL
 BJ0166
 BJ0166  NAVD 88 (06/15/91)   11.924  (m)           39.12   (f) UNKNOWN     1 1
 BJ0166  NGVD 29 (??/??/??)   11.877  (m)           38.97   (f) ADJUSTED    1 1
 BJ0166
 BJ0166.Superseded values are not recommended for survey control.
 BJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0166.See file dsdata.txt to determine how the superseded data were derived.
 BJ0166
 BJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ106291(NAD 83)
 BJ0166_MARKER: DB = BENCH MARK DISK
 BJ0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0166_SP_SET: CULVERT
 BJ0166_STAMPING: P 250 1966
 BJ0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0166+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 BJ0166
 BJ0166  HISTORY     - Date     Condition        Report By
 BJ0166  HISTORY     - 1966     MONUMENTED       CGS
 BJ0166  HISTORY     - 1976     GOOD             NGS
 BJ0166  HISTORY     - 1977     GOOD             NGS
 BJ0166  HISTORY     - 20040328 GOOD             USPSQD
 BJ0166  HISTORY     - 20050629 GOOD             USPSQD
 BJ0166
 BJ0166                          STATION DESCRIPTION
 BJ0166
 BJ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0166'1.85 MI W FROM SIMMESPORT.
 BJ0166'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 1 FROM THE CHRIST THE KING
 BJ0166'CATHOLIC CHURCH AT SIMMESPORT, IN SECTION 10, T 1 S, R 6 E, ABOUT 103
 BJ0166'YARDS NORTHWEST OF AND ACROSS THE INTERSECTION OF STATE HIGHWAY 1183
 BJ0166'FROM J S BAR AND LOUNGE, 72 FEET NORTH OF THE CENTER LINE OF THE
 BJ0166'HIGHWAY, 145 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 1183, SET
 BJ0166'IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL OF A CULVERT
 BJ0166'THAT WAS BUILT IN 1963, 118 FEET EAST OF A 36-INCH OAK TREE, AND ABOUT
 BJ0166'15 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BJ0166
 BJ0166                          STATION RECOVERY (1976)
 BJ0166
 BJ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0166'1.9 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION WITH STATE
 BJ0166'HIGHWAY 105, AT THE CROSSING OF YELLOW BAYOU, SET IN TOP AND CENTER
 BJ0166'OF THE NORTH CONCRETE HEADWALL OF A 48 INCH PIPE CULVERT, 163 FT NORTH
 BJ0166'WEST OF THE CENTER LINE OF THE JUNCTION OF STATE HIGHWAY 1183, 71 FT
 BJ0166'NORTH OF THE CENTER LINE OF STATE HIGHWAY 1, 17.5 WEST OF THE EAST END
 BJ0166'OF THE HEADWALL. NOT LEVELED TO IN 1976.
 BJ0166
 BJ0166                          STATION RECOVERY (1977)
 BJ0166
 BJ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0166'1.9 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0166'HIGHWAYS 1 AND 105 AT SIMMESPORT, 72 FEET NORTH OF CENTER LINE
 BJ0166'OF HIGHWAY, 145 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 BJ0166'1183, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD
 BJ0166'WALL, 118 FEET EAST OF A 36 INCH OAK TREE.
 BJ0166
 BJ0166                          STATION RECOVERY (2004)
 BJ0166
 BJ0166'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0166'RECOVERED AS DESCRIBED.  MARK IS LOCATED ON THE NORTH SIDE OF STATE
 BJ0166'HIGHWAY 1.
 BJ0166
 BJ0166                          STATION RECOVERY (2005)
 BJ0166
 BJ0166'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1661 ***********************************************************************
 BW1661  DESIGNATION -  P 251
 BW1661  PID         -  BW1661
 BW1661  STATE/COUNTY-  LA/CONCORDIA
 BW1661  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1661
 BW1661                         *CURRENT SURVEY CONTROL
 BW1661  ___________________________________________________________________
 BW1661* NAD 83(1986)-  31 36 25.     (N)    091 31 23.     (W)     SCALED    
 BW1661* NAVD 88     -        18.236  (meters)      59.83   (feet)  ADJUSTED  
 BW1661  ___________________________________________________________________
 BW1661  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW1661  DYNAMIC HT  -          18.215 (meters)      59.76  (feet)  COMP
 BW1661  MODELED GRAV-     979,450.3   (mgal)                       NAVD 88
 BW1661
 BW1661  VERT ORDER  -  FIRST     CLASS II
 BW1661
 BW1661.The horizontal coordinates were scaled from a topographic map and have
 BW1661.an estimated accuracy of +/- 6 seconds.
 BW1661
 BW1661.The orthometric height was determined by differential leveling
 BW1661.and adjusted by the National Geodetic Survey in February 1994..
 BW1661
 BW1661.The geoid height was determined by GEOID03.
 BW1661
 BW1661.The dynamic height is computed by dividing the NAVD 88
 BW1661.geopotential number by the normal gravity value computed on the
 BW1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1661.degrees latitude (g = 980.6199 gals.).
 BW1661
 BW1661.The modeled gravity was interpolated from observed gravity values.
 BW1661
 BW1661;                    North         East    Units  Estimated Accuracy
 BW1661;SPC LA N     -   123,150.    1,092,700.      MT  (+/- 180 meters Scaled)
 BW1661
 BW1661                          SUPERSEDED SURVEY CONTROL
 BW1661
 BW1661  NAVD 88 (06/15/91)   18.253  (m)           59.89   (f) UNKNOWN     1 2
 BW1661  NGVD 29 (??/??/??)   18.237  (m)           59.83   (f) ADJUSTED    1 2
 BW1661
 BW1661.Superseded values are not recommended for survey control.
 BW1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1661.See file dsdata.txt to determine how the superseded data were derived.
 BW1661
 BW1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ401978(NAD 83)
 BW1661_MARKER: DB = BENCH MARK DISK
 BW1661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1661_SP_SET: CATCH BASIN
 BW1661_STAMPING: P 251 1966
 BW1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1661
 BW1661  HISTORY     - Date     Condition        Report By
 BW1661  HISTORY     - 1966     MONUMENTED       CGS
 BW1661  HISTORY     - 1979     GOOD             NGS
 BW1661  HISTORY     - 1985     GOOD             LADTD
 BW1661
 BW1661                          STATION DESCRIPTION
 BW1661
 BW1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1661'2.75 MI SE FROM FERRIDAY.
 BW1661'ABOUT 0.1 MILE WEST ALONG LOUISIANA AVENUE FROM THE POST OFFICE AT
 BW1661'FERRIDAY, THENCE 2.65 MILES SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84,
 BW1661'IN SECTION 3, T 7 N, R 4 W, ABOUT 0.1 MILE NORTHEAST OF THE RIDGECREST
 BW1661'TOWN HALL, ABOUT 87 YARDS NORTH OF THE NORTH CORNER OF A SHELL SERVICE
 BW1661'STATION, 168 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAYS AT A
 BW1661'CROSSOVER IN THE CENTER OF THE 4-LANE HIGHWAY, SET IN THE TOP OF THE
 BW1661'NORTHWEST CONCRETE WALL AROUND A CATCH BASIN IN THE CENTER OF AN
 BW1661'ISLAND WHICH SEPARATES THE EAST AND WEST BOUND TRAFFIC LANES, 8.3 FEET
 BW1661'NORTHEAST OF THE NORTHEAST EDGE OF THE SOUTHWEST LANE, 8.0 FEET
 BW1661'SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHEAST LANE, AND ABOUT 2
 BW1661'FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW1661
 BW1661                          STATION RECOVERY (1979)
 BW1661
 BW1661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1661'NOTE-THE MARK IS IN THE CENTER OF THE NORTH END OF THE CATCH BASIN
 BW1661'NOT IN THE NORTHWEST CORNER.
 BW1661
 BW1661                          STATION RECOVERY (1985)
 BW1661
 BW1661'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BW1661'DUE TO ROAD CONSTRUCTION IN THE AREA THIS MARK IS TO BE DESTROYED. AT
 BW1661'THIS TIME A NEW BENCH MARK STAMPED ---P 251 RESET 1985---WAS
 BW1661'ESTABLISHED WITH ELEVATIONS TRANSFERED TO THE NEW MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2572 ***********************************************************************
 BW2572  DESIGNATION -  P 251 RESET
 BW2572  PID         -  BW2572
 BW2572  STATE/COUNTY-  LA/CONCORDIA
 BW2572  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2572
 BW2572                         *CURRENT SURVEY CONTROL
 BW2572  ___________________________________________________________________
 BW2572* NAD 83(1986)-  31 36 25.     (N)    091 31 23.     (W)     SCALED    
 BW2572* NAVD 88     -        17.75   (meters)      58.2    (feet)  RESET     
 BW2572  ___________________________________________________________________
 BW2572  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW2572
 BW2572  VERT ORDER  -  THIRD
 BW2572
 BW2572.The horizontal coordinates were scaled from a topographic map and have
 BW2572.an estimated accuracy of +/- 6 seconds.
 BW2572
 BW2572.The orthometric height was computed from unverified reset data.
 BW2572.No vertical observational check was made to the station.
 BW2572
 BW2572.The geoid height was determined by GEOID03.
 BW2572
 BW2572;                    North         East    Units  Estimated Accuracy
 BW2572;SPC LA N     -   123,150.    1,092,700.      MT  (+/- 180 meters Scaled)
 BW2572
 BW2572                          SUPERSEDED SURVEY CONTROL
 BW2572
 BW2572  NGVD 29 (09/18/05)   17.75   (m)           58.2    (f) RESET       3  
 BW2572
 BW2572.Superseded values are not recommended for survey control.
 BW2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2572.See file dsdata.txt to determine how the superseded data were derived.
 BW2572
 BW2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ401978(NAD 83)
 BW2572_MARKER: DD = SURVEY DISK
 BW2572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW2572_SP_SET: HEADWALL
 BW2572_STAMPING: P 251 RESET 1985
 BW2572_MARK LOGO: LADTD 
 BW2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2572+STABILITY: SURFACE MOTION
 BW2572
 BW2572  HISTORY     - Date     Condition        Report By
 BW2572  HISTORY     - 1985     MONUMENTED       LADTD
 BW2572
 BW2572                          STATION DESCRIPTION
 BW2572
 BW2572'DESCRIBED BY LA TRANSP AND DEV 1985
 BW2572'4.3 KM (2.65 MI) SE FROM FERRIDAY.
 BW2572'0.2 KM (0.10 MI) WEST ON LOUISIANA AVENUE FROM THE POST OFFICE IN
 BW2572'FERRIDAY TO THE JUNCTION WITH US HIGHWAYS 65 AND 84, THENCE SOUTH
 BW2572'(LEFT) FOR 4.3 KM (2.65 MI) TO THE BENCH MARK ON THE LEFT, SET IN THE
 BW2572'CENTER OF A HEADWALL ON THE NORTH SIDE OF THE HIGHWAY, 50.9 M
 BW2572'(167.0 FT) WEST-NORTHWEST OF THE CENTER OF A SIDE ROAD LEADING NORTH,
 BW2572'25.6 M (84.0 FT) WEST-NORTHWEST OF A TELEPHONE REPAIR BOX, 11.9 M
 BW2572'(39.0 FT) SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD, AND 10.1
 BW2572'M (33.1 FT) NORTH-NORTHEAST OF THE CENTER OF THE WEST BOUND LANES OF
 BW2572'THE HIGHWAY.
 BW2572'THE MARK IS 1.37 METERS  ESE FROM  A WITNESS POST
 BW2572'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1665 ***********************************************************************
 BW1665  DESIGNATION -  P 252
 BW1665  PID         -  BW1665
 BW1665  STATE/COUNTY-  LA/CONCORDIA
 BW1665  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1665
 BW1665                         *CURRENT SURVEY CONTROL
 BW1665  ___________________________________________________________________
 BW1665* NAD 83(1986)-  31 32 13.     (N)    091 30 12.     (W)     SCALED    
 BW1665* NAVD 88     -        19.260  (meters)      63.19   (feet)  ADJUSTED  
 BW1665  ___________________________________________________________________
 BW1665  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW1665  DYNAMIC HT  -          19.237 (meters)      63.11  (feet)  COMP
 BW1665  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 BW1665
 BW1665  VERT ORDER  -  FIRST     CLASS II
 BW1665
 BW1665.The horizontal coordinates were scaled from a topographic map and have
 BW1665.an estimated accuracy of +/- 6 seconds.
 BW1665
 BW1665.The orthometric height was determined by differential leveling
 BW1665.and adjusted by the National Geodetic Survey in February 1994..
 BW1665
 BW1665.The geoid height was determined by GEOID03.
 BW1665
 BW1665.The dynamic height is computed by dividing the NAVD 88
 BW1665.geopotential number by the normal gravity value computed on the
 BW1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1665.degrees latitude (g = 980.6199 gals.).
 BW1665
 BW1665.The modeled gravity was interpolated from observed gravity values.
 BW1665
 BW1665;                    North         East    Units  Estimated Accuracy
 BW1665;SPC LA N     -   115,410.    1,094,640.      MT  (+/- 180 meters Scaled)
 BW1665
 BW1665                          SUPERSEDED SURVEY CONTROL
 BW1665
 BW1665  NAVD 88 (06/15/91)   19.279  (m)           63.25   (f) UNKNOWN     1 2
 BW1665  NGVD 29 (??/??/??)   19.255  (m)           63.17   (f) ADJUSTED    1 2
 BW1665
 BW1665.Superseded values are not recommended for survey control.
 BW1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1665.See file dsdata.txt to determine how the superseded data were derived.
 BW1665
 BW1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ420900(NAD 83)
 BW1665_MARKER: DB = BENCH MARK DISK
 BW1665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW1665_STAMPING: P 252 1966
 BW1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1665+STABILITY: SURFACE MOTION
 BW1665
 BW1665  HISTORY     - Date     Condition        Report By
 BW1665  HISTORY     - 1966     MONUMENTED       CGS
 BW1665  HISTORY     - 1979     GOOD             NGS
 BW1665  HISTORY     - 1981     GOOD             LADTD
 BW1665
 BW1665                          STATION DESCRIPTION
 BW1665
 BW1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1665'5.35 MI SW FROM VIDALIA.
 BW1665'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1665'AT VIDALIA, THENCE 5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 131, IN
 BW1665'SECTION 18, T 7 N, R 4 W, ABOUT 0.3 MILE SOUTHWEST OF A GROUP OF FARM
 BW1665'BUILDINGS AND THREE LARGE SILOS, ABOUT 0.2 MILE NORTHEAST OF MT.
 BW1665'PLEASANT CHURCH, 16 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BW1665'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 BW1665'HEAD WALL OF A CONCRETE BOX CULVERT WHICH IS USED AS AN UNDERPASS
 BW1665'UNDER THE HIGHWAY FOR CATTLE, 44 1/2 FEET NORTH OF THE CENTER OF A
 BW1665'PIPE GATE IN THE SOUTHEAST HIGHWAY RIGHT-OF-WAY FENCE, AND ABOUT 1
 BW1665'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BW1665
 BW1665                          STATION RECOVERY (1979)
 BW1665
 BW1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1665'RECOVERED IN GOOD CONDITION.
 BW1665
 BW1665                          STATION RECOVERY (1981)
 BW1665
 BW1665'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1665'RECOVERED IN GOOD CONDITION.
 BW1665'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BW1665'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1240 ***********************************************************************
 BW1240  DESIGNATION -  P 253
 BW1240  PID         -  BW1240
 BW1240  STATE/COUNTY-  LA/CONCORDIA
 BW1240  USGS QUAD   -  FAIRVIEW (1983)
 BW1240
 BW1240                         *CURRENT SURVEY CONTROL
 BW1240  ___________________________________________________________________
 BW1240* NAD 83(1986)-  31 17 25.     (N)    091 34 28.     (W)     SCALED    
 BW1240* NAVD 88     -        17.071  (meters)      56.01   (feet)  ADJUSTED  
 BW1240  ___________________________________________________________________
 BW1240  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW1240  DYNAMIC HT  -          17.050 (meters)      55.94  (feet)  COMP
 BW1240  MODELED GRAV-     979,418.1   (mgal)                       NAVD 88
 BW1240
 BW1240  VERT ORDER  -  FIRST     CLASS II
 BW1240
 BW1240.The horizontal coordinates were scaled from a topographic map and have
 BW1240.an estimated accuracy of +/- 6 seconds.
 BW1240
 BW1240.The orthometric height was determined by differential leveling
 BW1240.and adjusted by the National Geodetic Survey in February 1994..
 BW1240
 BW1240.The geoid height was determined by GEOID03.
 BW1240
 BW1240.The dynamic height is computed by dividing the NAVD 88
 BW1240.geopotential number by the normal gravity value computed on the
 BW1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1240.degrees latitude (g = 980.6199 gals.).
 BW1240
 BW1240.The modeled gravity was interpolated from observed gravity values.
 BW1240
 BW1240;                    North         East    Units  Estimated Accuracy
 BW1240;SPC LA N     -    88,000.    1,088,120.      MT  (+/- 180 meters Scaled)
 BW1240
 BW1240                          SUPERSEDED SURVEY CONTROL
 BW1240
 BW1240  NAVD 88 (06/15/91)   17.093  (m)           56.08   (f) UNKNOWN     1 2
 BW1240  NGVD 29 (??/??/??)   17.053  (m)           55.95   (f) ADJUSTED    1 2
 BW1240
 BW1240.Superseded values are not recommended for survey control.
 BW1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1240.See file dsdata.txt to determine how the superseded data were derived.
 BW1240
 BW1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ356626(NAD 83)
 BW1240_MARKER: DB = BENCH MARK DISK
 BW1240_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1240_SP_SET: 72 FT.
 BW1240_STAMPING: P 253 1966
 BW1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1240
 BW1240  HISTORY     - Date     Condition        Report By
 BW1240  HISTORY     - 1966     MONUMENTED       CGS
 BW1240  HISTORY     - 1979     GOOD             NGS
 BW1240
 BW1240                          STATION DESCRIPTION
 BW1240
 BW1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1240'11.45 MI NE FROM SHAW.
 BW1240'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1240'SCHOOLHOUSE  AT SHAW, THENCE 3.8 MILES NORTHEAST ALONG A GRAVELED
 BW1240'ROAD, IN SECTION 15, T 4 N, R 9 E, AT THE SOUTHEAST EDGE OF A SMALL
 BW1240'GROVE OF TREES, 32 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BW1240'321 FEET NORTHEAST OF A SMALL METAL BUILDING USED AS A SHELTER FOR AN
 BW1240'ELECTRIC PUMP, 121 FEET SOUTHWEST OF A FENCE, 8 1/2 FEET NORTHWEST OF
 BW1240'A FENCE, 6 FEET SOUTHEAST OF A 24-INCH PECAN TREE BEARING A WITNESS
 BW1240'SHIELD, 8.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 BW1240'THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 BW1240'ROD THAT IS DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED IN A 5-INCH
 BW1240'CAST IRON PIPE THAT PROJECTS 8 INCHES.
 BW1240
 BW1240                          STATION RECOVERY (1979)
 BW1240
 BW1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2351 ***********************************************************************
 CP2351  HT_MOD      -  This is a Height Modernization Survey Station.
 CP2351  DESIGNATION -  P 254
 CP2351  PID         -  CP2351
 CP2351  STATE/COUNTY-  LA/MADISON
 CP2351  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2351
 CP2351                         *CURRENT SURVEY CONTROL
 CP2351  ___________________________________________________________________
 CP2351* NAD 83(1992)-  32 19 35.68649(N)    090 58 11.46180(W)     ADJUSTED  
 CP2351* NAVD 88     -        26.29   (meters)      86.3    (feet)  GPS OBS   
 CP2351  ___________________________________________________________________
 CP2351  X           -     -91,313.535 (meters)                     COMP
 CP2351  Y           -  -5,394,007.092 (meters)                     COMP
 CP2351  Z           -   3,391,087.923 (meters)                     COMP
 CP2351  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CP2351  ELLIP HEIGHT-          -0.23  (meters)          (06/28/04) GPS OBS
 CP2351  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP2351  DYNAMIC HT  -          26.26  (meters)      86.2   (feet)  COMP
 CP2351  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 CP2351
 CP2351  HORZ ORDER  -  B
 CP2351  VERT ORDER  -  FIRST     CLASS I (See Below)
 CP2351  ELLP ORDER  -  FOURTH    CLASS II
 CP2351
 CP2351.The horizontal coordinates were established by GPS observations
 CP2351.and adjusted by the National Geodetic Survey in June 2004..
 CP2351
 CP2351.The orthometric height was determined by GPS observations and a
 CP2351.high-resolution geoid model using precise GPS observation and
 CP2351.processing techniques. It supersedes the leveled height previously
 CP2351.determined for this station.
 CP2351.The vertical order pertains to the first NAVD 88 superseded value.
 CP2351
 CP2351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2351
 CP2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2351
 CP2351.The ellipsoidal height was determined by GPS observations
 CP2351.and is referenced to NAD 83.
 CP2351
 CP2351.The geoid height was determined by GEOID03.
 CP2351
 CP2351.The dynamic height is computed by dividing the NAVD 88
 CP2351.geopotential number by the normal gravity value computed on the
 CP2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2351.degrees latitude (g = 980.6199 gals.).
 CP2351
 CP2351.The modeled gravity was interpolated from observed gravity values.
 CP2351
 CP2351;                    North         East     Units Scale Factor Converg.
 CP2351;SPC LA N     -   203,541.071 1,144,060.376   MT  0.99994012   +0 48 32.4
 CP2351;SPC LA N     -   667,784.33  3,753,471.42   sFT  0.99994012   +0 48 32.4
 CP2351;UTM  15      - 3,578,446.340   691,092.918   MT  1.00005033   +1 05 09.4
 CP2351
 CP2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2351!SPC LA N     -   1.00000004  x   0.99994012  =   0.99994016
 CP2351!UTM  15      -   1.00000004  x   1.00005033  =   1.00005037
 CP2351
 CP2351                          SUPERSEDED SURVEY CONTROL
 CP2351
 CP2351  NAVD 88 (07/26/02)   26.299  (m)           86.28   (f) ADJUSTED    1 1
 CP2351  NAVD 88 (06/15/91)   26.304  (m)           86.30   (f) UNKNOWN     1 1
 CP2351  NGVD 29 (??/??/??)   26.298  (m)           86.28   (f) ADJUSTED    1 1
 CP2351
 CP2351.Superseded values are not recommended for survey control.
 CP2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2351.See file dsdata.txt to determine how the superseded data were derived.
 CP2351
 CP2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9109378446(NAD 83)
 CP2351_MARKER: DB = BENCH MARK DISK
 CP2351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP2351_SP_SET: 124 FEET
 CP2351_STAMPING: P 254 1968
 CP2351_MARK LOGO: CGS   
 CP2351_PROJECTION: FLUSH
 CP2351_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2351+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 CP2351_ROD/PIPE-DEPTH: 37.6 meters
 CP2351
 CP2351  HISTORY     - Date     Condition        Report By
 CP2351  HISTORY     - 1968     MONUMENTED       CGS
 CP2351  HISTORY     - 19960301 POOR             NGS
 CP2351  HISTORY     - 20040315 POOR             NGS
 CP2351
 CP2351                          STATION DESCRIPTION
 CP2351
 CP2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP2351'2.65 MI W FROM DELTA.
 CP2351'2.65 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP2351'OFFICE AT DELTA, AT A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 CP2351'0.1 MILE WEST OF MILEPOST 3, 50 FEET NORTH OF THE NORTH RAIL,
 CP2351'45 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY 80, 126 FEET NW
 CP2351'OF THE CENTER OF THE CROSSING, 2 FEET WEST OF A TELEPHONE POLE,
 CP2351'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 CP2351'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8 INCH COPPER COATED
 CP2351'ROD THAT IS DRIVEN TO A DEPTH OF 124 FEET AND IS ENCASED IN A
 CP2351'6-INCH CAST IRON PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF
 CP2351'THE GROUND.
 CP2351
 CP2351                          STATION RECOVERY (1996)
 CP2351
 CP2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 CP2351'THE MARK WAS FOUND IN POOR CONDITION APPARENTLY HAVING BEEN DISTURBED
 CP2351'BY REALIGNMENT OF THE POWER LINES WHICH HAVE BEEN MOVED ACROSS THE
 CP2351'HIGHWAY.  A COMPLETE NEW DESCRIPTION FOLLOWS.  LOCATED 2.65 MI (4.26
 CP2351'KM) WEST ALONG OLD U.S.  HIGHWAY 80 FROM THE FOOT OF THE MISSISSIPPI
 CP2351'RIVER BRIDGE IN DELTA, JUST WEST OF A PRIVATE GRAVEL DRIVE WHICH
 CP2351'CROSSES THE TRACKS, BETWEEN THE RAILROAD TRACKS AND U.S. HIGHWAY 80,
 CP2351'126.5 FT (38.6 M) NORTHEAST OF RR MILEPOST 3 WITH A WITNESS SIGN
 CP2351'ATTACHED, 126 FT (38.4 M) NORTHWEST OF THE CENTER OF THE GRAVEL DRIVE
 CP2351'CROSSING THE RR TRACKS, 106 FT (32.3 M) WEST OF THE CENTER OF THE
 CP2351'GRAVEL DRIVE, 53 FT (16.2 M) SOUTH OF THE CENTERLINE OF U.S.  HIGHWAY
 CP2351'80, AND 47 FT (14.3 M) NORTH OF THE NORTH RAIL OF THE TRACKS.  THE
 CP2351'STATION IS A BADLY BENT C AND GS BRONZE DISK INSIDE A 5 INCH PVC PIPE.
 CP2351
 CP2351                          STATION RECOVERY (2004)
 CP2351
 CP2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 CP2351'RECOVERY NOTE BY PYBURN AND ODOM,INC. 2004 STATION RECOVERED IN GOOD
 CP2351'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0036 ***********************************************************************
 CQ0036  DESIGNATION -  P 255
 CQ0036  PID         -  CQ0036
 CQ0036  STATE/COUNTY-  LA/OUACHITA
 CQ0036  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0036
 CQ0036                         *CURRENT SURVEY CONTROL
 CQ0036  ___________________________________________________________________
 CQ0036* NAD 83(1986)-  32 30 28.     (N)    092 07 52.     (W)     SCALED    
 CQ0036* NAVD 88     -        23.595  (meters)      77.41   (feet)  ADJUSTED  
 CQ0036  ___________________________________________________________________
 CQ0036  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0036  DYNAMIC HT  -          23.568 (meters)      77.32  (feet)  COMP
 CQ0036  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 CQ0036
 CQ0036  VERT ORDER  -  FIRST     CLASS I
 CQ0036
 CQ0036.The horizontal coordinates were scaled from a topographic map and have
 CQ0036.an estimated accuracy of +/- 6 seconds.
 CQ0036
 CQ0036.The orthometric height was determined by differential leveling
 CQ0036.and adjusted by the National Geodetic Survey in June 1991..
 CQ0036
 CQ0036.The geoid height was determined by GEOID03.
 CQ0036
 CQ0036.The dynamic height is computed by dividing the NAVD 88
 CQ0036.geopotential number by the normal gravity value computed on the
 CQ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0036.degrees latitude (g = 980.6199 gals.).
 CQ0036
 CQ0036.The modeled gravity was interpolated from observed gravity values.
 CQ0036
 CQ0036;                    North         East    Units  Estimated Accuracy
 CQ0036;SPC LA N     -   222,680.    1,034,660.      MT  (+/- 180 meters Scaled)
 CQ0036
 CQ0036                          SUPERSEDED SURVEY CONTROL
 CQ0036
 CQ0036  NGVD 29 (??/??/??)   23.642  (m)           77.57   (f) ADJUSTED    1 1
 CQ0036
 CQ0036.Superseded values are not recommended for survey control.
 CQ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0036.See file dsdata.txt to determine how the superseded data were derived.
 CQ0036
 CQ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR816970(NAD 83)
 CQ0036_MARKER: DB = BENCH MARK DISK
 CQ0036_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0036_SP_SET: 69 1/2 FEET
 CQ0036_STAMPING: P 255 1968
 CQ0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0036+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ0036
 CQ0036  HISTORY     - Date     Condition        Report By
 CQ0036  HISTORY     - 1968     MONUMENTED       CGS
 CQ0036  HISTORY     - 1969     GOOD             CGS
 CQ0036  HISTORY     - 1981     GOOD             LADTD
 CQ0036  HISTORY     - 20030301 GOOD             USPSQD
 CQ0036
 CQ0036                          STATION DESCRIPTION
 CQ0036
 CQ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0036'1.75 MI NW FROM MONROE.
 CQ0036'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0036'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0036'THENCE 0.75 MILE WEST ALONG U.S. HIGHWAY 80, 44 FEET NORTHEAST OF THE
 CQ0036'CENTER LINE OF THE HIGHWAY WHICH IS CYPRESS STREET, 27 FEET NORTHWEST
 CQ0036'OF THE CENTER LINE OF HYNES STREET, 52 FEET NORTH OF THE CENTER OF THE
 CQ0036'INTERSECTION OF THE HIGHWAY AND HYNES STREET, 2 FEET NORTHWEST OF A
 CQ0036'POWER POLE WHICH BEARS A STREET LIGHT, 1.1 FEET NORTHEAST OF A METAL
 CQ0036'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE STREETS, AND ON
 CQ0036'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 CQ0036'69 1/2 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 2
 CQ0036'INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ0036
 CQ0036                          STATION RECOVERY (1981)
 CQ0036
 CQ0036'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0036'RECOVERED IN GOOD CONDITION.
 CQ0036
 CQ0036                          STATION RECOVERY (2003)
 CQ0036
 CQ0036'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEG)
 CQ0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0981 ***********************************************************************
 CQ0981  DESIGNATION -  P 256
 CQ0981  PID         -  CQ0981
 CQ0981  STATE/COUNTY-  LA/LINCOLN
 CQ0981  USGS QUAD   -  RUSTON WEST (1994)
 CQ0981
 CQ0981                         *CURRENT SURVEY CONTROL
 CQ0981  ___________________________________________________________________
 CQ0981* NAD 83(1986)-  32 30 28.     (N)    092 40 37.     (W)     SCALED    
 CQ0981* NAVD 88     -        93.795  (meters)     307.73   (feet)  ADJUSTED  
 CQ0981  ___________________________________________________________________
 CQ0981  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0981  DYNAMIC HT  -          93.690 (meters)     307.38  (feet)  COMP
 CQ0981  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CQ0981
 CQ0981  VERT ORDER  -  FIRST     CLASS I
 CQ0981
 CQ0981.The horizontal coordinates were scaled from a topographic map and have
 CQ0981.an estimated accuracy of +/- 6 seconds.
 CQ0981
 CQ0981.The orthometric height was determined by differential leveling
 CQ0981.and adjusted by the National Geodetic Survey in June 1991..
 CQ0981
 CQ0981.The geoid height was determined by GEOID03.
 CQ0981
 CQ0981.The dynamic height is computed by dividing the NAVD 88
 CQ0981.geopotential number by the normal gravity value computed on the
 CQ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0981.degrees latitude (g = 980.6199 gals.).
 CQ0981
 CQ0981.The modeled gravity was interpolated from observed gravity values.
 CQ0981
 CQ0981;                    North         East    Units  Estimated Accuracy
 CQ0981;SPC LA N     -   222,630.      983,370.      MT  (+/- 180 meters Scaled)
 CQ0981
 CQ0981                          SUPERSEDED SURVEY CONTROL
 CQ0981
 CQ0981  NGVD 29 (??/??/??)   93.867  (m)          307.96   (f) ADJUSTED    1 1
 CQ0981
 CQ0981.Superseded values are not recommended for survey control.
 CQ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0981.See file dsdata.txt to determine how the superseded data were derived.
 CQ0981
 CQ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR303967(NAD 83)
 CQ0981_MARKER: DB = BENCH MARK DISK
 CQ0981_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0981_SP_SET: 34 FEET
 CQ0981_STAMPING: P 256 1968
 CQ0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0981
 CQ0981  HISTORY     - Date     Condition        Report By
 CQ0981  HISTORY     - 1968     MONUMENTED       CGS
 CQ0981  HISTORY     - 1969     GOOD             CGS
 CQ0981  HISTORY     - 1981     GOOD             LADTD
 CQ0981  HISTORY     - 1985     GOOD             LOCSUR
 CQ0981  HISTORY     - 1987     GOOD             USPSQD
 CQ0981
 CQ0981                          STATION DESCRIPTION
 CQ0981
 CQ0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0981'3.85 MI SW FROM RUSTON.
 CQ0981'ABOUT 0.1 MILE NORTH ALONG VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND
 CQ0981'167 FROM THE COURTHOUSE AT RUSTON, THENCE 2.2 MILES WEST ALONG THE
 CQ0981'ILLINOIS CENTRAL RAILROAD, THENCE 1.55 MILES SOUTH ALONG STATE HIGHWAY
 CQ0981'818, OR ABOUT 0.25 MILE SOUTH ALONG SOUTH TRENTON STREET WHICH IS U.S.
 CQ0981'HIGHWAYS 80 AND 167 FROM THE COURTHOUSE AT RUSTON, THENCE 2.55 MILES
 CQ0981'SOUTHWEST ALONG WEST CALIFORNIA STREET WHICH IS U.S. HIGHWAY 80, IN
 CQ0981'SECTION 33, T 18 N, R 3 W, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CQ0981'STATE HIGHWAY 818, 54 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 CQ0981'80, 88 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 818, 124 FEET
 CQ0981'NORTHWEST OF THE CENTER OF THE INTERSECTION, 2 FEET NORTHEAST OF A
 CQ0981'POWER POLE WHICH BEARS 2 TRANSFORMERS, 3 FEET SOUTHEAST OF A FENCE,
 CQ0981'1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 CQ0981'U.S. HIGHWAY 80, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 CQ0981'IS DRIVEN TO A DEPTH OF 34 FEET AND IS ENCASED IN A 6-INCH CAST IRON
 CQ0981'PIPE WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ0981
 CQ0981                          STATION RECOVERY (1981)
 CQ0981
 CQ0981'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0981'RECOVERED IN GOOD CONDITION.
 CQ0981
 CQ0981                          STATION RECOVERY (1985)
 CQ0981
 CQ0981'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CQ0981'RECOVERED IN GOOD CONDITION.
 CQ0981
 CQ0981                          STATION RECOVERY (1987)
 CQ0981
 CQ0981'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2024 ***********************************************************************
 CQ2024  DESIGNATION -  P 257
 CQ2024  PID         -  CQ2024
 CQ2024  STATE/COUNTY-  LA/BOSSIER
 CQ2024  USGS QUAD   -  EASTWOOD (1975)
 CQ2024
 CQ2024                         *CURRENT SURVEY CONTROL
 CQ2024  ___________________________________________________________________
 CQ2024* NAD 83(1986)-  32 32 01.     (N)    093 35 13.     (W)     SCALED    
 CQ2024* NAVD 88     -        55.738  (meters)     182.87   (feet)  ADJUSTED  
 CQ2024  ___________________________________________________________________
 CQ2024  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2024  DYNAMIC HT  -          55.675 (meters)     182.66  (feet)  COMP
 CQ2024  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 CQ2024
 CQ2024  VERT ORDER  -  FIRST     CLASS I
 CQ2024
 CQ2024.The horizontal coordinates were scaled from a topographic map and have
 CQ2024.an estimated accuracy of +/- 6 seconds.
 CQ2024
 CQ2024.The orthometric height was determined by differential leveling
 CQ2024.and adjusted by the National Geodetic Survey in June 1991..
 CQ2024
 CQ2024.The geoid height was determined by GEOID03.
 CQ2024
 CQ2024.The dynamic height is computed by dividing the NAVD 88
 CQ2024.geopotential number by the normal gravity value computed on the
 CQ2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2024.degrees latitude (g = 980.6199 gals.).
 CQ2024
 CQ2024.The modeled gravity was interpolated from observed gravity values.
 CQ2024
 CQ2024;                    North         East    Units  Estimated Accuracy
 CQ2024;SPC LA N     -   225,990.      897,900.      MT  (+/- 180 meters Scaled)
 CQ2024
 CQ2024                          SUPERSEDED SURVEY CONTROL
 CQ2024
 CQ2024  NGVD 29 (??/??/??)   55.812  (m)          183.11   (f) ADJUSTED    1 1
 CQ2024
 CQ2024.Superseded values are not recommended for survey control.
 CQ2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2024.See file dsdata.txt to determine how the superseded data were derived.
 CQ2024
 CQ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR448997(NAD 83)
 CQ2024_MARKER: DB = BENCH MARK DISK
 CQ2024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2024_STAMPING: P 257 1968
 CQ2024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2024
 CQ2024  HISTORY     - Date     Condition        Report By
 CQ2024  HISTORY     - 1968     MONUMENTED       CGS
 CQ2024  HISTORY     - 1969     GOOD             CGS
 CQ2024
 CQ2024                          STATION DESCRIPTION
 CQ2024
 CQ2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2024'4.8 MI W FROM HAUGHTON.
 CQ2024'ABOUT 4.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ2024'OFFICE AT HAUGHTON, IN SECTION 22, T 18 N, R 12 W, 21 POLES EAST OF
 CQ2024'MILEPOST 159, 68 FEET NORTH OF THE NORTH RAIL, 36 FEET NORTHEAST OF A
 CQ2024'TELEPHONE POLE, 17 FEET SOUTH OF A FORKED OAK TREE, 6 1/2 FEET
 CQ2024'SOUTHEAST OF A 9-INCH OAK TREE WHICH BEARS A BLAZE ON THE SOUTH SIDE,
 CQ2024'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 CQ2024'THE TRACK, A DISK ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6
 CQ2024'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1276 ***********************************************************************
 CQ1276  DESIGNATION -  P 258
 CQ1276  PID         -  CQ1276
 CQ1276  STATE/COUNTY-  LA/WEBSTER
 CQ1276  USGS QUAD   -  ADA (1986)
 CQ1276
 CQ1276                         *CURRENT SURVEY CONTROL
 CQ1276  ___________________________________________________________________
 CQ1276* NAD 83(1986)-  32 32 41.     (N)    093 10 49.     (W)     SCALED    
 CQ1276* NAVD 88     -        65.705  (meters)     215.57   (feet)  ADJUSTED  
 CQ1276  ___________________________________________________________________
 CQ1276  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1276  DYNAMIC HT  -          65.632 (meters)     215.33  (feet)  COMP
 CQ1276  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CQ1276
 CQ1276  VERT ORDER  -  FIRST     CLASS I
 CQ1276
 CQ1276.The horizontal coordinates were scaled from a topographic map and have
 CQ1276.an estimated accuracy of +/- 6 seconds.
 CQ1276
 CQ1276.The orthometric height was determined by differential leveling
 CQ1276.and adjusted by the National Geodetic Survey in June 1991..
 CQ1276
 CQ1276.The geoid height was determined by GEOID03.
 CQ1276
 CQ1276.The dynamic height is computed by dividing the NAVD 88
 CQ1276.geopotential number by the normal gravity value computed on the
 CQ1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1276.degrees latitude (g = 980.6199 gals.).
 CQ1276
 CQ1276.The modeled gravity was interpolated from observed gravity values.
 CQ1276
 CQ1276;                    North         East    Units  Estimated Accuracy
 CQ1276;SPC LA N     -   226,910.      936,100.      MT  (+/- 180 meters Scaled)
 CQ1276
 CQ1276                          SUPERSEDED SURVEY CONTROL
 CQ1276
 CQ1276  NGVD 29 (??/??/??)   65.783  (m)          215.82   (f) ADJUSTED    1 1
 CQ1276
 CQ1276.Superseded values are not recommended for survey control.
 CQ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1276.See file dsdata.txt to determine how the superseded data were derived.
 CQ1276
 CQ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS830008(NAD 83)
 CQ1276_MARKER: DB = BENCH MARK DISK
 CQ1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1276_STAMPING: P 258 1969
 CQ1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1276+STABILITY: SURFACE MOTION
 CQ1276
 CQ1276  HISTORY     - Date     Condition        Report By
 CQ1276  HISTORY     - 1969     MONUMENTED       CGS
 CQ1276  HISTORY     - 1982     GOOD             USGS
 CQ1276
 CQ1276                          STATION DESCRIPTION
 CQ1276
 CQ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1276'3.7 MI E FROM DUBBERLY.
 CQ1276'ABOUT 3.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ1276'OFFICE AT DUBBERLY, IN SECTION 15, T 18 N, R 8 W, 0.3 MILE EAST OF
 CQ1276'MILEPOST 135, 0.1 MILE EAST OF THE CROSSING OF THE RAILROAD AND A DIRT
 CQ1276'ROAD, 72 FEET SOUTH OF THE SOUTH RAIL, 80 FEET NORTHEAST OF THE MORE
 CQ1276'EASTERLY OF 2 POWER POLES, 22 FEET NORTH OF THE CENTER LINE OF A TRAIL
 CQ1276'ROAD, 36 1/2 FEET SOUTH OF A TELEPHONE POLE, 10 FEET EAST OF AN
 CQ1276'18-INCH OAK TREE, 1 1/2 FEET NORTH OF A FENCE, 1.4 FEET SOUTH OF A
 CQ1276'METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 CQ1276'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE THE
 CQ1276'SURFACE OF THE GROUND.
 CQ1276
 CQ1276                          STATION RECOVERY (1982)
 CQ1276
 CQ1276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1276'NOTE: TABLET IS 22 FT. SOUTH OF THE CENTERLINE OF A TRAIL ROAD, 40
 CQ1276'FT. SOUTHEAST OF A T-TRAIL SOUTH. REST OF DESC. CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1793 ***********************************************************************
 CQ1793  DESIGNATION -  P 259
 CQ1793  PID         -  CQ1793
 CQ1793  STATE/COUNTY-  LA/CADDO
 CQ1793  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1793
 CQ1793                         *CURRENT SURVEY CONTROL
 CQ1793  ___________________________________________________________________
 CQ1793* NAD 83(1986)-  32 28 47.     (N)    093 43 18.     (W)     SCALED    
 CQ1793* NAVD 88     -        51.701  (meters)     169.62   (feet)  ADJUSTED  
 CQ1793  ___________________________________________________________________
 CQ1793  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1793  DYNAMIC HT  -          51.643 (meters)     169.43  (feet)  COMP
 CQ1793  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 CQ1793
 CQ1793  VERT ORDER  -  FIRST     CLASS I
 CQ1793
 CQ1793.The horizontal coordinates were scaled from a topographic map and have
 CQ1793.an estimated accuracy of +/- 6 seconds.
 CQ1793
 CQ1793.The orthometric height was determined by differential leveling
 CQ1793.and adjusted by the National Geodetic Survey in June 1991..
 CQ1793
 CQ1793.The geoid height was determined by GEOID03.
 CQ1793
 CQ1793.The dynamic height is computed by dividing the NAVD 88
 CQ1793.geopotential number by the normal gravity value computed on the
 CQ1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1793.degrees latitude (g = 980.6199 gals.).
 CQ1793
 CQ1793.The modeled gravity was interpolated from observed gravity values.
 CQ1793
 CQ1793;                    North         East    Units  Estimated Accuracy
 CQ1793;SPC LA N     -   220,150.      885,170.      MT  (+/- 180 meters Scaled)
 CQ1793
 CQ1793                          SUPERSEDED SURVEY CONTROL
 CQ1793
 CQ1793  NGVD 29 (??/??/??)   51.767  (m)          169.84   (f) ADJUSTED    1 1
 CQ1793
 CQ1793.Superseded values are not recommended for survey control.
 CQ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1793.See file dsdata.txt to determine how the superseded data were derived.
 CQ1793
 CQ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR321938(NAD 83)
 CQ1793_MARKER: DB = BENCH MARK DISK
 CQ1793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1793_SP_SET: CATCH BASIN
 CQ1793_STAMPING: P 259 1969
 CQ1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1793
 CQ1793  HISTORY     - Date     Condition        Report By
 CQ1793  HISTORY     - 1969     MONUMENTED       CGS
 CQ1793  HISTORY     - 1977     GOOD             NGS
 CQ1793  HISTORY     - 1982     GOOD             LADTD
 CQ1793  HISTORY     - 1985     GOOD             USPSQD
 CQ1793  HISTORY     - 1987     GOOD             USPSQD
 CQ1793  HISTORY     - 1989     GOOD             USPSQD
 CQ1793
 CQ1793                          STATION DESCRIPTION
 CQ1793
 CQ1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1793'1.6 MI N FROM SHREVEPORT.
 CQ1793'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE FROM
 CQ1793'THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 8, T 17
 CQ1793'N, R 13 W, 116 YARDS SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 CQ1793'THE HIGHWAY AND STATE HIGHWAY 3032, 25 FEET SOUTHWEST OF THE CENTER
 CQ1793'LINE OF THE SOUTHWEST TRAFFIC LANE OF STATE HIGHWAY 3032, SET IN THE
 CQ1793'CENTER OF THE TOP OF THE NORTHWEST END OF A CONCRETE RETAINING WALL
 CQ1793'FOR A CATCH BASIN, 158 FEET EAST OF THE EAST CORNER OF THE BROADMOOR
 CQ1793'BRANCH OF THE FIRST NATIONAL BANK, 18 FEET NORTH OF A POWER POLE WHICH
 CQ1793'BEARS A STREET LIGHT, AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ1793
 CQ1793                          STATION RECOVERY (1977)
 CQ1793
 CQ1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1793'RECOVERED IN GOOD CONDITION.
 CQ1793
 CQ1793                          STATION RECOVERY (1982)
 CQ1793
 CQ1793'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1793'RECOVERED IN GOOD CONDITION.
 CQ1793
 CQ1793                          STATION RECOVERY (1985)
 CQ1793
 CQ1793'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1793'SOUTHFIELD STATION POST OFFICE AT SHREVEPORT HAS BEEN RELOCATED 0.2
 CQ1793'MILES SOUTH OF IT'S POSITION WHEN DESCRIPTION WAS WRITTEN. MARKER IS
 CQ1793'6' WEST OF STEEL STORM SEWER GRATE.
 CQ1793
 CQ1793                          STATION RECOVERY (1987)
 CQ1793
 CQ1793'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1793'RECOVERED IN GOOD CONDITION.
 CQ1793
 CQ1793                          STATION RECOVERY (1989)
 CQ1793
 CQ1793'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1835 ***********************************************************************
 CQ1835  DESIGNATION -  P 260
 CQ1835  PID         -  CQ1835
 CQ1835  STATE/COUNTY-  LA/CADDO
 CQ1835  USGS QUAD   -  ELM GROVE (1980)
 CQ1835
 CQ1835                         *CURRENT SURVEY CONTROL
 CQ1835  ___________________________________________________________________
 CQ1835* NAD 83(1986)-  32 17 36.     (N)    093 33 42.     (W)     SCALED    
 CQ1835* NAVD 88     -        44.727  (meters)     146.74   (feet)  ADJUSTED  
 CQ1835  ___________________________________________________________________
 CQ1835  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1835  DYNAMIC HT  -          44.676 (meters)     146.57  (feet)  COMP
 CQ1835  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CQ1835
 CQ1835  VERT ORDER  -  FIRST     CLASS I
 CQ1835
 CQ1835.The horizontal coordinates were scaled from a topographic map and have
 CQ1835.an estimated accuracy of +/- 6 seconds.
 CQ1835
 CQ1835.The orthometric height was determined by differential leveling
 CQ1835.and adjusted by the National Geodetic Survey in February 1994..
 CQ1835
 CQ1835.The geoid height was determined by GEOID03.
 CQ1835
 CQ1835.The dynamic height is computed by dividing the NAVD 88
 CQ1835.geopotential number by the normal gravity value computed on the
 CQ1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1835.degrees latitude (g = 980.6199 gals.).
 CQ1835
 CQ1835.The modeled gravity was interpolated from observed gravity values.
 CQ1835
 CQ1835;                    North         East    Units  Estimated Accuracy
 CQ1835;SPC LA N     -   199,330.      900,010.      MT  (+/- 180 meters Scaled)
 CQ1835
 CQ1835                          SUPERSEDED SURVEY CONTROL
 CQ1835
 CQ1835  NAVD 88 (06/15/91)   44.726  (m)          146.74   (f) UNKNOWN     1 1
 CQ1835  NGVD 29 (??/??/??)   44.779  (m)          146.91   (f) ADJUSTED    1 1
 CQ1835
 CQ1835.Superseded values are not recommended for survey control.
 CQ1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1835.See file dsdata.txt to determine how the superseded data were derived.
 CQ1835
 CQ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR471730(NAD 83)
 CQ1835_MARKER: DB = BENCH MARK DISK
 CQ1835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1835_SP_SET: CULVERT
 CQ1835_STAMPING: P 260 1969
 CQ1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1835
 CQ1835  HISTORY     - Date     Condition        Report By
 CQ1835  HISTORY     - 1969     MONUMENTED       CGS
 CQ1835  HISTORY     - 1977     GOOD             NGS
 CQ1835  HISTORY     - 1985     GOOD             USPSQD
 CQ1835  HISTORY     - 1986     GOOD             USPSQD
 CQ1835  HISTORY     - 1987     GOOD             USPSQD
 CQ1835  HISTORY     - 19940910 GOOD             USPSQD
 CQ1835  HISTORY     - 19990515 GOOD             USPSQD
 CQ1835
 CQ1835                          STATION DESCRIPTION
 CQ1835
 CQ1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1835'14.75 MI SE FROM SHREVEPORT.
 CQ1835'ABOUT 14.75 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1835'STATION POST OFFICE AT SHREVEPORT, IN SECTION 14, T 15 N, R 12 W, 0.4
 CQ1835'MILE NORTHWEST OF THE STORE AND POST OFFICE AT CASPIANA, 54 1/2 FEET
 CQ1835'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 1/2 FEET NORTHEAST OF
 CQ1835'THE NORTHEAST RAIL OF THE TEXAS AND PACIFIC RAILROAD, SET IN THE
 CQ1835'CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF A TWO-CHANNEL
 CQ1835'CONCRETE CULVERT UNDER THE RAILROAD, ABOUT LEVEL WITH THE HIGHWAY, AND
 CQ1835'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 CQ1835
 CQ1835                          STATION RECOVERY (1977)
 CQ1835
 CQ1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1835'RECOVERED IN GOOD CONDITION.
 CQ1835
 CQ1835                          STATION RECOVERY (1985)
 CQ1835
 CQ1835'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1835'ABOUT 14.55 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1835'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1835'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1835
 CQ1835                          STATION RECOVERY (1986)
 CQ1835
 CQ1835'RECOVERY NOTE BY US POWER SQUADRON 1986 (RST)
 CQ1835'RECOVERED IN GOOD CONDITION.
 CQ1835
 CQ1835                          STATION RECOVERY (1987)
 CQ1835
 CQ1835'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1835'RECOVERED IN GOOD CONDITION.
 CQ1835
 CQ1835                          STATION RECOVERY (1994)
 CQ1835
 CQ1835'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1835'RECOVERED IN GOOD CONDITION.
 CQ1835
 CQ1835                          STATION RECOVERY (1999)
 CQ1835
 CQ1835'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1515 ***********************************************************************
 CQ1515  DESIGNATION -  P 261
 CQ1515  PID         -  CQ1515
 CQ1515  STATE/COUNTY-  LA/RED RIVER
 CQ1515  USGS QUAD   -  HARMON (1980)
 CQ1515
 CQ1515                         *CURRENT SURVEY CONTROL
 CQ1515  ___________________________________________________________________
 CQ1515* NAD 83(1986)-  32 02 23.     (N)    093 24 25.     (W)     SCALED    
 CQ1515* NAVD 88     -        41.910  (meters)     137.50   (feet)  ADJUSTED  
 CQ1515  ___________________________________________________________________
 CQ1515  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1515  DYNAMIC HT  -          41.861 (meters)     137.34  (feet)  COMP
 CQ1515  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 CQ1515
 CQ1515  VERT ORDER  -  FIRST     CLASS I
 CQ1515
 CQ1515.The horizontal coordinates were scaled from a topographic map and have
 CQ1515.an estimated accuracy of +/- 6 seconds.
 CQ1515
 CQ1515.The orthometric height was determined by differential leveling
 CQ1515.and adjusted by the National Geodetic Survey in February 1994..
 CQ1515
 CQ1515.The geoid height was determined by GEOID03.
 CQ1515
 CQ1515.The dynamic height is computed by dividing the NAVD 88
 CQ1515.geopotential number by the normal gravity value computed on the
 CQ1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1515.degrees latitude (g = 980.6199 gals.).
 CQ1515
 CQ1515.The modeled gravity was interpolated from observed gravity values.
 CQ1515
 CQ1515;                    North         East    Units  Estimated Accuracy
 CQ1515;SPC LA N     -   171,080.      914,350.      MT  (+/- 180 meters Scaled)
 CQ1515
 CQ1515                          SUPERSEDED SURVEY CONTROL
 CQ1515
 CQ1515  NAVD 88 (06/15/91)   41.909  (m)          137.50   (f) UNKNOWN     1 1
 CQ1515  NGVD 29 (??/??/??)   41.970  (m)          137.70   (f) ADJUSTED    1 1
 CQ1515
 CQ1515.Superseded values are not recommended for survey control.
 CQ1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1515.See file dsdata.txt to determine how the superseded data were derived.
 CQ1515
 CQ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR615449(NAD 83)
 CQ1515_MARKER: DB = BENCH MARK DISK
 CQ1515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1515_SP_SET: 83 FEET
 CQ1515_STAMPING: P 261 1969
 CQ1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1515
 CQ1515  HISTORY     - Date     Condition        Report By
 CQ1515  HISTORY     - 1969     MONUMENTED       CGS
 CQ1515  HISTORY     - 1977     GOOD             NGS
 CQ1515  HISTORY     - 1987     GOOD             USPSQD
 CQ1515  HISTORY     - 19970621 GOOD             USPSQD
 CQ1515
 CQ1515                          STATION DESCRIPTION
 CQ1515
 CQ1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1515'5.25 MI NW FROM COUSHATTA.
 CQ1515'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1515'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 2.75 MILES NORTHWEST
 CQ1515'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, IN SECTION 38, T 12 N, R 10
 CQ1515'W, 119 FEET SOUTHWEST AND ACROSS THE TEXAS AND PACIFIC RAILROAD FROM
 CQ1515'THE CENTER LINE OF THE HIGHWAY, 161 FEET SOUTHEAST OF THE CENTER LINE
 CQ1515'OF STATE HIGHWAY 177, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 61 FEET
 CQ1515'SOUTHEAST OF TELEPHONE POLE NUMBER 9815, 2 FEET NORTHEAST OF A FENCE,
 CQ1515'0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ1515'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 CQ1515'TO A DEPTH OF 83 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH
 CQ1515'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1515
 CQ1515                          STATION RECOVERY (1977)
 CQ1515
 CQ1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1515'RECOVERED IN GOOD CONDITION.
 CQ1515
 CQ1515                          STATION RECOVERY (1987)
 CQ1515
 CQ1515'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1515'RECOVERED IN GOOD CONDITION.
 CQ1515
 CQ1515                          STATION RECOVERY (1997)
 CQ1515
 CQ1515'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1109 ***********************************************************************
 BX1109  DESIGNATION -  P 262
 BX1109  PID         -  BX1109
 BX1109  STATE/COUNTY-  LA/RAPIDES
 BX1109  USGS QUAD   -  RAPIDES (1992)
 BX1109
 BX1109                         *CURRENT SURVEY CONTROL
 BX1109  ___________________________________________________________________
 BX1109* NAD 83(1986)-  31 21 53.     (N)    092 34 22.     (W)     SCALED    
 BX1109* NAVD 88     -        24.841  (meters)      81.50   (feet)  ADJUSTED  
 BX1109  ___________________________________________________________________
 BX1109  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX1109  DYNAMIC HT  -          24.811 (meters)      81.40  (feet)  COMP
 BX1109  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 BX1109
 BX1109  VERT ORDER  -  FIRST     CLASS I
 BX1109
 BX1109.The horizontal coordinates were scaled from a topographic map and have
 BX1109.an estimated accuracy of +/- 6 seconds.
 BX1109
 BX1109.The orthometric height was determined by differential leveling
 BX1109.and adjusted by the National Geodetic Survey in February 1994..
 BX1109
 BX1109.The geoid height was determined by GEOID03.
 BX1109
 BX1109.The dynamic height is computed by dividing the NAVD 88
 BX1109.geopotential number by the normal gravity value computed on the
 BX1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1109.degrees latitude (g = 980.6199 gals.).
 BX1109
 BX1109.The modeled gravity was interpolated from observed gravity values.
 BX1109
 BX1109;                    North         East    Units  Estimated Accuracy
 BX1109;SPC LA N     -    95,880.      993,080.      MT  (+/- 180 meters Scaled)
 BX1109
 BX1109                          SUPERSEDED SURVEY CONTROL
 BX1109
 BX1109  NAVD 88 (06/15/91)   24.840  (m)           81.50   (f) UNKNOWN     1 1
 BX1109  NGVD 29 (??/??/??)   24.834  (m)           81.48   (f) ADJUSTED    1 1
 BX1109
 BX1109.Superseded values are not recommended for survey control.
 BX1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1109.See file dsdata.txt to determine how the superseded data were derived.
 BX1109
 BX1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ406701(NAD 83)
 BX1109_MARKER: DB = BENCH MARK DISK
 BX1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1109_STAMPING: P 262 1969
 BX1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1109+STABILITY: SURFACE MOTION
 BX1109
 BX1109  HISTORY     - Date     Condition        Report By
 BX1109  HISTORY     - 1969     MONUMENTED       CGS
 BX1109  HISTORY     - 1970     GOOD             NGS
 BX1109  HISTORY     - 1977     GOOD             NGS
 BX1109  HISTORY     - 19990424 GOOD             USPSQD
 BX1109
 BX1109                          STATION DESCRIPTION
 BX1109
 BX1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1109'6.35 MI E FROM BOYCE.
 BX1109'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1109'BOYCE, THENCE 5.95 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1109'THENCE 0.25 MILE NORTH CROSS-COUNTRY TO THE MYERS NUMBER 2 AIRPORT, 30
 BX1109'FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, 11 FEET EAST OF THE
 BX1109'CENTER LINE OF THE AIRPORT ENTRANCE ROAD, 2 FEET NORTHWEST OF THE
 BX1109'SOUTHWEST CORNER OF THE MOST SOUTHEASTERLY OF A GROUP OF HANGARS, 1
 BX1109'FOOT WEST OF THE WEST FACE OF THE HANGER, ABOUT LEVEL WITH THE ROAD,
 BX1109'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 BX1109'OF THE GROUND.
 BX1109
 BX1109                          STATION RECOVERY (1977)
 BX1109
 BX1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1109'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST
 BX1109'OFFICE AT BOYCE, THENCE 5.35 MILES EAST ALONG THE TEXAS AND
 BX1109'PACIFIC RAILROAD AT THE SMALL COMMUNITY OF RAPIDES, THENCE
 BX1109'0.9 MILE NORTHEAST ALONG A PAVED ROAD TO THE OLD ABANDONED
 BX1109'MYERS NO 2 AIRPORT, 30 FEET NORTH OF THE CENTER OF PAVED
 BX1109'ROAD, 11 FEET EAST OF THE CENTER OF THE AIRPORT ENTRANCE
 BX1109'ROAD, 2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF FOUNDATION
 BX1109'OF A ABANDONED HANGER, 1 FOOT WEST OF THE WEST FACE OF
 BX1109'FOUNDATION.
 BX1109
 BX1109                          STATION RECOVERY (1999)
 BX1109
 BX1109'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1357 ***********************************************************************
 BX1357  DESIGNATION -  P 263
 BX1357  PID         -  BX1357
 BX1357  STATE/COUNTY-  LA/GRANT
 BX1357  USGS QUAD   -  ALOHA (1992)
 BX1357
 BX1357                         *CURRENT SURVEY CONTROL
 BX1357  ___________________________________________________________________
 BX1357* NAD 83(1986)-  31 36 21.     (N)    092 47 53.     (W)     SCALED    
 BX1357* NAVD 88     -        38.00   (+/-2cm)     124.7    (feet)  VERTCON   
 BX1357  ___________________________________________________________________
 BX1357  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1357
 BX1357  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1357
 BX1357.The horizontal coordinates were scaled from a topographic map and have
 BX1357.an estimated accuracy of +/- 6 seconds.
 BX1357
 BX1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1357.The vertical order pertains to the NGVD 29 superseded value.
 BX1357
 BX1357.The geoid height was determined by GEOID03.
 BX1357
 BX1357;                    North         East    Units  Estimated Accuracy
 BX1357;SPC LA N     -   122,650.      971,720.      MT  (+/- 180 meters Scaled)
 BX1357
 BX1357                          SUPERSEDED SURVEY CONTROL
 BX1357
 BX1357  NGVD 29 (??/??/??)   38.013  (m)          124.71   (f) ADJUSTED    1 1
 BX1357
 BX1357.Superseded values are not recommended for survey control.
 BX1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1357.See file dsdata.txt to determine how the superseded data were derived.
 BX1357
 BX1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ191967(NAD 83)
 BX1357_MARKER: DB = BENCH MARK DISK
 BX1357_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1357_SP_SET: 42 FT
 BX1357_STAMPING: P 263 1969
 BX1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1357
 BX1357  HISTORY     - Date     Condition        Report By
 BX1357  HISTORY     - 1969     MONUMENTED       CGS
 BX1357  HISTORY     - 1987     GOOD             USPSQD
 BX1357  HISTORY     - 20010922 GOOD             USPSQD
 BX1357  HISTORY     - 20060610 GOOD             USPSQD
 BX1357
 BX1357                          STATION DESCRIPTION
 BX1357
 BX1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1357'7.15 MI SE FROM MONTGOMERY.
 BX1357'ABOUT 7.15 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE
 BX1357'INTERSECTION OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY,
 BX1357'OR ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1357'COURTHOUSE AT COLFAX, THENCE 2.5 MILE NORTH ALONG STATE HIGHWAY 158,
 BX1357'THENCE 6.65 MILES NORTHWEST ALONG U. S. HIGHWAY 71, IN SECTION 8, T 7
 BX1357'N, R 4 W, AT A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING
 BX1357'NORTH, 56 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 BX1357'SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 20 FEET SOUTH OF
 BX1357'THE SOUTH CORNER OF A CATTLE GUARD, 19 FEET NORTH-NORTHWEST OF A POWER
 BX1357'POLE, 1 FOOT SOUTHEAST OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL
 BX1357'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 BX1357'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 42 FEET AND IS
 BX1357'ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 BX1357'SURFACE OF THE GROUND.
 BX1357
 BX1357                          STATION RECOVERY (1987)
 BX1357
 BX1357'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1357'RECOVERED IN GOOD CONDITION.
 BX1357
 BX1357                          STATION RECOVERY (2001)
 BX1357
 BX1357'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1357'RECOVERED IN GOOD CONDITION.
 BX1357
 BX1357                          STATION RECOVERY (2006)
 BX1357
 BX1357'RECOVERY NOTE BY US POWER SQUADRON 2006
 BX1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1843 ***********************************************************************
 BX1843  DESIGNATION -  P 264
 BX1843  PID         -  BX1843
 BX1843  STATE/COUNTY-  LA/NATCHITOCHES
 BX1843  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1843
 BX1843                         *CURRENT SURVEY CONTROL
 BX1843  ___________________________________________________________________
 BX1843* NAD 83(1986)-  31 51 20.     (N)    093 04 16.     (W)     SCALED    
 BX1843* NAVD 88     -        35.16   (+/-2cm)     115.4    (feet)  VERTCON   
 BX1843  ___________________________________________________________________
 BX1843  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1843
 BX1843  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1843
 BX1843.The horizontal coordinates were scaled from a topographic map and have
 BX1843.an estimated accuracy of +/- 6 seconds.
 BX1843
 BX1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1843.The vertical order pertains to the NGVD 29 superseded value.
 BX1843
 BX1843.The geoid height was determined by GEOID03.
 BX1843
 BX1843;                    North         East    Units  Estimated Accuracy
 BX1843;SPC LA N     -   150,440.      945,950.      MT  (+/- 180 meters Scaled)
 BX1843
 BX1843                          SUPERSEDED SURVEY CONTROL
 BX1843
 BX1843  NGVD 29 (??/??/??)   35.210  (m)          115.52   (f) ADJUSTED    1 1
 BX1843
 BX1843.Superseded values are not recommended for survey control.
 BX1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1843.See file dsdata.txt to determine how the superseded data were derived.
 BX1843
 BX1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR932244(NAD 83)
 BX1843_MARKER: DB = BENCH MARK DISK
 BX1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1843_STAMPING: P 264 1969
 BX1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1843+STABILITY: SURFACE MOTION
 BX1843
 BX1843  HISTORY     - Date     Condition        Report By
 BX1843  HISTORY     - 1969     MONUMENTED       CGS
 BX1843  HISTORY     - 1986     POOR             USPSQD
 BX1843  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1843  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1843
 BX1843                          STATION DESCRIPTION
 BX1843
 BX1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1843'3.4 MI NW FROM CLARENCE.
 BX1843'ABOUT 3.4 MILES NORTHWEST ALONG U. S. HIGHWAYS 71 AND 84 FROM THE
 BX1843'JUNCTION OF U. S. HIGHWAYS 71 AND 84 AT CLARENCE, OR ABOUT 0.25 MILE
 BX1843'NORTHEAST ALONG EDENBORN STREET FROM THE POST OFFICE AT CAMPTI, THENCE
 BX1843'4.2 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, 70 FEET SOUTHWEST
 BX1843'OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHEAST OF THE NORTHEAST
 BX1843'RAIL OF THE KANSAS CITY SOUTHERN RAILWAY, 59 FEET NORTH OF THE CENTER
 BX1843'OF A CROSSING OF THE RAILROAD AND A ROAD, 2 FEET NORTHEAST OF A
 BX1843'TELEPHONE POLE, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 BX1843'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1843'POST WHICH PROJECTS 8 INCHES.
 BX1843
 BX1843                          STATION RECOVERY (1986)
 BX1843
 BX1843'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1843'MARK RECOVERED IN POOR CONDITION.
 BX1843
 BX1843                          STATION RECOVERY (1995)
 BX1843
 BX1843'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1843'MARK NOT FOUND.
 BX1843
 BX1843                          STATION RECOVERY (2001)
 BX1843
 BX1843'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1843'AREA EXCAVATED...MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1073 ***********************************************************************
 BK1073  DESIGNATION -  P 265
 BK1073  PID         -  BK1073
 BK1073  STATE/COUNTY-  LA/ALLEN
 BK1073  USGS QUAD   -  GUY (1993)
 BK1073
 BK1073                         *CURRENT SURVEY CONTROL
 BK1073  ___________________________________________________________________
 BK1073* NAD 83(1986)-  30 44 45.     (N)    092 41 55.     (W)     SCALED    
 BK1073* NAVD 88     -        30.676  (meters)     100.64   (feet)  ADJUSTED  
 BK1073  ___________________________________________________________________
 BK1073  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1073  DYNAMIC HT  -          30.637 (meters)     100.51  (feet)  COMP
 BK1073  MODELED GRAV-     979,360.4   (mgal)                       NAVD 88
 BK1073
 BK1073  VERT ORDER  -  FIRST     CLASS I
 BK1073
 BK1073.The horizontal coordinates were scaled from a topographic map and have
 BK1073.an estimated accuracy of +/- 6 seconds.
 BK1073
 BK1073.The orthometric height was determined by differential leveling
 BK1073.and adjusted by the National Geodetic Survey in February 1994..
 BK1073
 BK1073.The geoid height was determined by GEOID03.
 BK1073
 BK1073.The dynamic height is computed by dividing the NAVD 88
 BK1073.geopotential number by the normal gravity value computed on the
 BK1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1073.degrees latitude (g = 980.6199 gals.).
 BK1073
 BK1073.The modeled gravity was interpolated from observed gravity values.
 BK1073
 BK1073;                    North         East    Units  Estimated Accuracy
 BK1073;SPC LA S     -   249,720.      869,270.      MT  (+/- 180 meters Scaled)
 BK1073
 BK1073                          SUPERSEDED SURVEY CONTROL
 BK1073
 BK1073  NAVD 88 (06/15/91)   30.666  (m)          100.61   (f) UNKNOWN     1 1
 BK1073  NGVD 29 (??/??/??)   30.650  (m)          100.56   (f) ADJUSTED    1 1
 BK1073
 BK1073.Superseded values are not recommended for survey control.
 BK1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1073.See file dsdata.txt to determine how the superseded data were derived.
 BK1073
 BK1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ288014(NAD 83)
 BK1073_MARKER: DB = BENCH MARK DISK
 BK1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1073_STAMPING: P 265 1969
 BK1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1073+STABILITY: SURFACE MOTION
 BK1073
 BK1073  HISTORY     - Date     Condition        Report By
 BK1073  HISTORY     - 1969     MONUMENTED       CGS
 BK1073  HISTORY     - 1970     GOOD             NGS
 BK1073
 BK1073                          STATION DESCRIPTION
 BK1073
 BK1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1073'5.3 MI SW FROM OAKDALE.
 BK1073'ABOUT 5.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1073'STATION AT OAKDALE, 199 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOST
 BK1073'641, 140 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 BK1073'PRIVATE ROAD, 41 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 54 FEET
 BK1073'NORTHWEST OF A POWER POLE WHICH BEARS A TRANSFORMER, 123 FEET
 BK1073'SOUTHWEST OF THE CENTER OF A METAL GATE, 26 FEET SOUTH OF UNDERGROUND
 BK1073'TELEPHONE CABLE MARKER NUMBER 59S1, 11 1/2 FEET SOUTHWEST OF A CORNER
 BK1073'FENCE POST, 1 FOOT NORTHWEST OF A FENCE, 1.9 FEET SOUTHEAST OF A METAL
 BK1073'WITNESS POST ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 BK1073'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2192 ***********************************************************************
 BX2192  DESIGNATION -  P 27
 BX2192  PID         -  BX2192
 BX2192  STATE/COUNTY-  LA/DE SOTO
 BX2192  USGS QUAD   -  TRENTON (1995)
 BX2192
 BX2192                         *CURRENT SURVEY CONTROL
 BX2192  ___________________________________________________________________
 BX2192* NAD 83(1986)-  31 56 00.     (N)    093 42 56.     (W)     SCALED    
 BX2192* NAVD 88     -        96.88   (+/-2cm)     317.8    (feet)  VERTCON   
 BX2192  ___________________________________________________________________
 BX2192  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX2192
 BX2192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2192
 BX2192.The horizontal coordinates were scaled from a topographic map and have
 BX2192.an estimated accuracy of +/- 6 seconds.
 BX2192
 BX2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2192.The vertical order pertains to the NGVD 29 superseded value.
 BX2192
 BX2192.The geoid height was determined by GEOID03.
 BX2192
 BX2192;                    North         East    Units  Estimated Accuracy
 BX2192;SPC LA N     -   159,570.      885,070.      MT  (+/- 180 meters Scaled)
 BX2192
 BX2192                          SUPERSEDED SURVEY CONTROL
 BX2192
 BX2192  NGVD 29 (??/??/??)   96.946  (m)          318.06   (f) ADJUSTED    2 0
 BX2192
 BX2192.Superseded values are not recommended for survey control.
 BX2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2192.See file dsdata.txt to determine how the superseded data were derived.
 BX2192
 BX2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR323332(NAD 83)
 BX2192_MARKER: DB = BENCH MARK DISK
 BX2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2192_STAMPING: P 27 1935
 BX2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2192+STABILITY: SURFACE MOTION
 BX2192
 BX2192  HISTORY     - Date     Condition        Report By
 BX2192  HISTORY     - 1935     MONUMENTED       CGS
 BX2192  HISTORY     - 1943     GOOD             CGS
 BX2192
 BX2192                          STATION DESCRIPTION
 BX2192
 BX2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2192'5.7 MI S FROM SOUTH MANSFIELD.
 BX2192'5.7 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM SOUTH
 BX2192'MANSFIELD, DE SOTO PARISH, 6 POLES SOUTH OF MILEPOST 599, 170 FEET
 BX2192'WEST OF A SMALL FARMHOUSE, 42 FEET EAST OF THE CENTERLINE OF U.S.
 BX2192'HIGHWAY 171, AND 37 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 BX2192'STANDARD DISK, STAMPED P 27 1935 AND SET IN THE TOP OF A CONCRETE
 BX2192'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2208 ***********************************************************************
 CQ2208  DESIGNATION -  P 270
 CQ2208  PID         -  CQ2208
 CQ2208  STATE/COUNTY-  LA/CADDO
 CQ2208  USGS QUAD   -  STONEWALL (1992)
 CQ2208
 CQ2208                         *CURRENT SURVEY CONTROL
 CQ2208  ___________________________________________________________________
 CQ2208* NAD 83(1986)-  32 16 11.     (N)    093 51 42.     (W)     SCALED    
 CQ2208* NAVD 88     -        66.854  (meters)     219.34   (feet)  ADJUSTED  
 CQ2208  ___________________________________________________________________
 CQ2208  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ2208  DYNAMIC HT  -          66.778 (meters)     219.09  (feet)  COMP
 CQ2208  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CQ2208  OBS GRAVITY -     979,501.3   (mgal)                       GRAV_OBS
 CQ2208
 CQ2208  VERT ORDER  -  FIRST     CLASS II
 CQ2208
 CQ2208.The horizontal coordinates were scaled from a topographic map and have
 CQ2208.an estimated accuracy of +/- 6 seconds.
 CQ2208
 CQ2208.The orthometric height was determined by differential leveling
 CQ2208.and adjusted by the National Geodetic Survey in June 1991..
 CQ2208
 CQ2208.The geoid height was determined by GEOID03.
 CQ2208
 CQ2208.The dynamic height is computed by dividing the NAVD 88
 CQ2208.geopotential number by the normal gravity value computed on the
 CQ2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2208.degrees latitude (g = 980.6199 gals.).
 CQ2208
 CQ2208.The modeled gravity was interpolated from observed gravity values.
 CQ2208.The observed gravity was obtained from relative gravimeter ties
 CQ2208.to the IGSN71 gravity network.
 CQ2208
 CQ2208;                    North         East    Units  Estimated Accuracy
 CQ2208;SPC LA N     -   197,030.      871,720.      MT  (+/- 180 meters Scaled)
 CQ2208
 CQ2208                          SUPERSEDED SURVEY CONTROL
 CQ2208
 CQ2208  NGVD 29 (??/??/??)   66.922  (m)          219.56   (f) ADJUSTED    1 2
 CQ2208
 CQ2208.Superseded values are not recommended for survey control.
 CQ2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2208.See file dsdata.txt to determine how the superseded data were derived.
 CQ2208
 CQ2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR188706(NAD 83)
 CQ2208_MARKER: I = METAL ROD
 CQ2208_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2208_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CQ2208_STAMPING: P 270 1979
 CQ2208_PROJECTION: FLUSH
 CQ2208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2208+STABILITY: POSITION/ELEVATION WELL
 CQ2208_ROD/PIPE-DEPTH: 12.2 meters
 CQ2208_SLEEVE-DEPTH  : 7.32 meters
 CQ2208
 CQ2208  HISTORY     - Date     Condition        Report By
 CQ2208  HISTORY     - 1979     MONUMENTED       NGS
 CQ2208  HISTORY     - 19940910 GOOD             USPSQD
 CQ2208  HISTORY     - 19990206 GOOD             USPSQD
 CQ2208
 CQ2208                          STATION DESCRIPTION
 CQ2208
 CQ2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2208'4.70 MI SW FROM KEITHVILLE.
 CQ2208'0.45 MILE SOUTHEAST ALONG OLD MANSFIELD ROAD FROM THE POST OFFICE
 CQ2208'IN KEITHVILLE, THENCE 4.25 MILES SOUTHWEST ALONG KEITHVILLE-KEATCHIE
 CQ2208'ROAD, AT THE EAST MISSION CME CHURCH, IN LINE WITH THE NORTH FACE OF
 CQ2208'THE CHURCH, 179.0 FT. NORTHWEST OF THE CENTERLINE OF THE ROAD,
 CQ2208'57.0 FT. SOUTH OF A 5-FT. OAK TREE, 23.5 FT. NORTHEAST OF
 CQ2208'THE NORTHEAST CORNER OF THE OLD CHURCH, 6.5 FT. NORTHWEST OF THE
 CQ2208'NORTHWEST CORNER OF THE NEW BRICK CHURCH.  DATUM POINT IS 4 INCHES
 CQ2208'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 CQ2208'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CQ2208
 CQ2208                          STATION RECOVERY (1994)
 CQ2208
 CQ2208'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2208'RECOVERED IN GOOD CONDITION.
 CQ2208
 CQ2208                          STATION RECOVERY (1999)
 CQ2208
 CQ2208'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2197 ***********************************************************************
 CQ2197  DESIGNATION -  P 272
 CQ2197  PID         -  CQ2197
 CQ2197  STATE/COUNTY-  LA/CADDO
 CQ2197  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2197
 CQ2197                         *CURRENT SURVEY CONTROL
 CQ2197  ___________________________________________________________________
 CQ2197* NAD 83(1986)-  32 24 06.     (N)    093 48 13.     (W)     SCALED    
 CQ2197* NAVD 88     -        65.804  (meters)     215.89   (feet)  ADJUSTED  
 CQ2197  ___________________________________________________________________
 CQ2197  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2197  DYNAMIC HT  -          65.730 (meters)     215.65  (feet)  COMP
 CQ2197  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CQ2197
 CQ2197  VERT ORDER  -  FIRST     CLASS II
 CQ2197
 CQ2197.The horizontal coordinates were scaled from a topographic map and have
 CQ2197.an estimated accuracy of +/- 6 seconds.
 CQ2197
 CQ2197.The orthometric height was determined by differential leveling
 CQ2197.and adjusted by the National Geodetic Survey in February 1994..
 CQ2197
 CQ2197.The geoid height was determined by GEOID03.
 CQ2197
 CQ2197.The dynamic height is computed by dividing the NAVD 88
 CQ2197.geopotential number by the normal gravity value computed on the
 CQ2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2197.degrees latitude (g = 980.6199 gals.).
 CQ2197
 CQ2197.The modeled gravity was interpolated from observed gravity values.
 CQ2197
 CQ2197;                    North         East    Units  Estimated Accuracy
 CQ2197;SPC LA N     -   211,590.      877,370.      MT  (+/- 180 meters Scaled)
 CQ2197
 CQ2197                          SUPERSEDED SURVEY CONTROL
 CQ2197
 CQ2197  NAVD 88 (06/15/91)   65.826  (m)          215.96   (f) UNKNOWN     1 2
 CQ2197  NGVD 29 (??/??/??)   65.896  (m)          216.19   (f) ADJUSTED    1 2
 CQ2197
 CQ2197.Superseded values are not recommended for survey control.
 CQ2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2197.See file dsdata.txt to determine how the superseded data were derived.
 CQ2197
 CQ2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR244852(NAD 83)
 CQ2197_MARKER: DB = BENCH MARK DISK
 CQ2197_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2197_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CQ2197_STAMPING: P 272 1979
 CQ2197_MARK LOGO: NGS   
 CQ2197_PROJECTION: FLUSH
 CQ2197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2197+STABILITY: POSITION/ELEVATION WELL
 CQ2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2197+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1988
 CQ2197_ROD/PIPE-DEPTH: 4.57 meters
 CQ2197
 CQ2197  HISTORY     - Date     Condition        Report By
 CQ2197  HISTORY     - 1979     MONUMENTED       NGS
 CQ2197  HISTORY     - 1987     GOOD             USPSQD
 CQ2197  HISTORY     - 19881202 GOOD             LADTD
 CQ2197  HISTORY     - 1990     GOOD             USPSQD
 CQ2197  HISTORY     - 19990515 GOOD             USPSQD
 CQ2197
 CQ2197                          STATION DESCRIPTION
 CQ2197
 CQ2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2197'4.9 MI NE FROM KEITHVILLE.
 CQ2197'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ2197'1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CQ2197'CROSSING OF PARISH ROAD 22 IN KEITHVILLE, THENCE 3.9 MILES NORTHEAST
 CQ2197'ALONG U.S. HIGHWAY 171, AT THE SUMMER GROVE BAPTIST CHURCH AND
 CQ2197'CEMETERY, AT THE JUNCTION OF FLOURNOY LUCAS ROAD, 169 FT. SOUTHEAST
 CQ2197'OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 187 FT.
 CQ2197'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 176 FT. NORTHEAST OF THE
 CQ2197'NORTHEAST CORNER OF THE CHURCH, 57.5 FT. NORTHWEST OF THE CENTER
 CQ2197'OF A SMALL GATE IN THE CEMETERY CHAIN LINK FENCE, 4.0 FT. SOUTHEAST
 CQ2197'OF A LIGHT POLE, 1.0 FT. NORTHWEST OF THE FENCE.  DISK IS 4 INCHES
 CQ2197'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CQ2197'SCREW PLUG.
 CQ2197'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CQ2197
 CQ2197                          STATION RECOVERY (1987)
 CQ2197
 CQ2197'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ2197'RECOVERED IN GOOD CONDITION.
 CQ2197
 CQ2197                          STATION RECOVERY (1988)
 CQ2197
 CQ2197'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ2197'THE STATION IS LOCATED SOUTH OF SHREVEPORT ON U S HIGHWAY 171 NEAR A
 CQ2197'CHURCH.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CQ2197'DEVELOPMENT.
 CQ2197'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ2197'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 5 KM (3.1 MI) TO THE
 CQ2197'MARK ON THE LEFT SET NEAR A CHURCH CEMETARY.
 CQ2197'THE STATION IS 50 M (164.0 FT) EAST FROM THE CENTER OF THE NORTH BOUND
 CQ2197'LANES OF HIGHWAY 171, 22.9 M (75.1 FT) NORTH-NORTHWEST FROM AN
 CQ2197'18-INCH OAK TREE, 0.9 M (3.0 FT) SOUTH FROM A POWER POLE, 0.62 M
 CQ2197'(2.03 FT) NORTH FROM A WITNESS POST AND 0.5 M (1.6 FT) WEST FROM A
 CQ2197'FOUR FOOT HIGH CHAIN LINK FENCE.  THE MARK IS ABOUT LEVEL WITH THE
 CQ2197'HIGHWAY.
 CQ2197
 CQ2197                          STATION RECOVERY (1990)
 CQ2197
 CQ2197'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2197'RECOVERED IN GOOD CONDITION.
 CQ2197
 CQ2197                          STATION RECOVERY (1999)
 CQ2197
 CQ2197'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0934 ***********************************************************************
 BJ0934  DESIGNATION -  P 275
 BJ0934  PID         -  BJ0934
 BJ0934  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0934  USGS QUAD   -  HAMMOND (1994)
 BJ0934
 BJ0934                         *CURRENT SURVEY CONTROL
 BJ0934  ___________________________________________________________________
 BJ0934* NAD 83(1986)-  30 30 29.     (N)    090 27 42.     (W)     SCALED    
 BJ0934* NAVD 88     -        12.864  (meters)      42.20   (feet)  ADJUSTED  
 BJ0934  ___________________________________________________________________
 BJ0934  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0934  DYNAMIC HT  -          12.847 (meters)      42.15  (feet)  COMP
 BJ0934  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ0934
 BJ0934  VERT ORDER  -  FIRST     CLASS I
 BJ0934
 BJ0934.The horizontal coordinates were scaled from a topographic map and have
 BJ0934.an estimated accuracy of +/- 6 seconds.
 BJ0934
 BJ0934.The orthometric height was determined by differential leveling
 BJ0934.and adjusted by the National Geodetic Survey in February 1994..
 BJ0934.WARNING-Repeat measurements at this control monument indicate possible
 BJ0934.vertical movement.
 BJ0934
 BJ0934.The geoid height was determined by GEOID03.
 BJ0934
 BJ0934.The dynamic height is computed by dividing the NAVD 88
 BJ0934.geopotential number by the normal gravity value computed on the
 BJ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0934.degrees latitude (g = 980.6199 gals.).
 BJ0934
 BJ0934.The modeled gravity was interpolated from observed gravity values.
 BJ0934
 BJ0934;                    North         East    Units  Estimated Accuracy
 BJ0934;SPC LA S     -   222,900.    1,083,670.      MT  (+/- 180 meters Scaled)
 BJ0934
 BJ0934                          SUPERSEDED SURVEY CONTROL
 BJ0934
 BJ0934  NAVD 88 (06/15/91)   12.896  (m)           42.31   (f) UNKNOWN     1 1
 BJ0934  NGVD 29 (??/??/??)   12.875  (m)           42.24   (f) ADJUSTED    1 1
 BJ0934
 BJ0934.Superseded values are not recommended for survey control.
 BJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0934.See file dsdata.txt to determine how the superseded data were derived.
 BJ0934
 BJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP435778(NAD 83)
 BJ0934_MARKER: DB = BENCH MARK DISK
 BJ0934_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0934_SP_SET: SHALLOW-SET PIPE
 BJ0934_STAMPING: P 275 1969
 BJ0934_MARK LOGO: CGS   
 BJ0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0934
 BJ0934  HISTORY     - Date     Condition        Report By
 BJ0934  HISTORY     - 1969     MONUMENTED       CGS
 BJ0934  HISTORY     - 1973     MARK NOT FOUND   USGS
 BJ0934  HISTORY     - 1976     GOOD             NGS
 BJ0934  HISTORY     - 1986     GOOD             NGS
 BJ0934  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ0934
 BJ0934                          STATION DESCRIPTION
 BJ0934
 BJ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0934'IN HAMMOND.
 BJ0934'AT HAMMOND, ALONG THE ILLINOIS CENTRAL RAILROAD, NEAR THE SOUTHWEST
 BJ0934'CORNER OF A STEEL FENCE AROUND A 282-FOOT HIGH RADIO TOWER OWNED BY
 BJ0934'THE ILLINOIS CENTRAL RAILROAD, 338.5 FEET NORTHEAST OF THE NORTHEAST
 BJ0934'CORNER OF THE RAILROAD STATION, 196 FEET EAST OF AND ACROSS A SIDE
 BJ0934'TRACK FROM THE EAST RAIL OF THE MAIN TRACK, 2 FEET NORTHWEST OF THE
 BJ0934'SOUTHWEST CORNER OF THE STEEL FENCE, 1 FOOT WEST OF THE WEST SIDE OF
 BJ0934'FENCE, A DISK BRAZED ON THE TOP OF A 4 INCH STEEL PIPE FLUSH WITH THE
 BJ0934'GROUND.
 BJ0934
 BJ0934                          STATION RECOVERY (1973)
 BJ0934
 BJ0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BJ0934'MARK NOT FOUND.
 BJ0934
 BJ0934                          STATION RECOVERY (1976)
 BJ0934
 BJ0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0934'RECOVERED IN GOOD CONDITION.
 BJ0934
 BJ0934                          STATION RECOVERY (1986)
 BJ0934
 BJ0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0934'RECOVERED IN GOOD CONDITION.
 BJ0934
 BJ0934                          STATION RECOVERY (1992)
 BJ0934
 BJ0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ0934'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 BJ0934'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1974 ***********************************************************************
 BX1974  DESIGNATION -  P 28
 BX1974  PID         -  BX1974
 BX1974  STATE/COUNTY-  LA/SABINE
 BX1974  USGS QUAD   -  HORNBECK (1994)
 BX1974
 BX1974                         *CURRENT SURVEY CONTROL
 BX1974  ___________________________________________________________________
 BX1974* NAD 83(1986)-  31 20 56.     (N)    093 25 23.     (W)     SCALED    
 BX1974* NAVD 88     -        80.00   (+/-2cm)     262.5    (feet)  VERTCON   
 BX1974  ___________________________________________________________________
 BX1974  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BX1974
 BX1974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1974
 BX1974.The horizontal coordinates were scaled from a topographic map and have
 BX1974.an estimated accuracy of +/- 6 seconds.
 BX1974
 BX1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1974.The vertical order pertains to the NGVD 29 superseded value.
 BX1974
 BX1974.The geoid height was determined by GEOID03.
 BX1974
 BX1974;                    North         East    Units  Estimated Accuracy
 BX1974;SPC LA N     -    94,500.      912,170.      MT  (+/- 180 meters Scaled)
 BX1974
 BX1974                          SUPERSEDED SURVEY CONTROL
 BX1974
 BX1974  NGVD 29 (??/??/??)   80.072  (m)          262.70   (f) ADJUSTED    2 0
 BX1974
 BX1974.Superseded values are not recommended for survey control.
 BX1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1974.See file dsdata.txt to determine how the superseded data were derived.
 BX1974
 BX1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ597683(NAD 83)
 BX1974_MARKER: DB = BENCH MARK DISK
 BX1974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1974_SP_SET: CULVERT
 BX1974_STAMPING: P 28 1935
 BX1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1974
 BX1974  HISTORY     - Date     Condition        Report By
 BX1974  HISTORY     - 1935     MONUMENTED       CGS
 BX1974  HISTORY     - 1938     GOOD             CGS
 BX1974
 BX1974                          STATION DESCRIPTION
 BX1974
 BX1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1974'2.5 MI NW FROM HORNBECK.
 BX1974'IN SABINE PARISH, 2.5 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN
 BX1974'RAILWAY FROM THE STATION AT HORNBECK, VERNON PARISH, 55 FEET SOUTH OF
 BX1974'A 45-DEGREE CURVE SIGN, IN THE TOP OF THE WEST HEAD WALL OF A CONCRETE
 BX1974'CULVERT, 14 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 14 FEET
 BX1974'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 28 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0523 ***********************************************************************
 AT0523  TIDAL BM    -  This is a Tidal Bench Mark.
 AT0523  DESIGNATION -  P 280
 AT0523  PID         -  AT0523
 AT0523  STATE/COUNTY-  LA/PLAQUEMINES
 AT0523  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT0523
 AT0523                         *CURRENT SURVEY CONTROL
 AT0523  ___________________________________________________________________
 AT0523* NAD 83(1986)-  28 59 05.     (N)    089 08 39.     (W)     SCALED    
 AT0523* NAVD 88     -         0.391  (meters)       1.28   (feet)  READJUSTED
 AT0523  ___________________________________________________________________
 AT0523  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT0523  DYNAMIC HT  -           0.390 (meters)       1.28  (feet)  COMP
 AT0523  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AT0523
 AT0523  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0523
 AT0523.The horizontal coordinates were scaled from a topographic map and have
 AT0523.an estimated accuracy of +/- 6 seconds.
 AT0523
 AT0523.The orthometric height was determined by differential leveling
 AT0523.and adjusted by the National Geodetic Survey in February 1994..
 AT0523.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0523.distribution rate of 0.0 thru 1.0 mm/km.
 AT0523.The height was derived from older observations constrained to new
 AT0523.heights in a crustal motion area.  The height is approximate in
 AT0523.relation to other heights in its vicinity.
 AT0523
 AT0523.This Tidal Bench Mark is designated as VM 804
 AT0523.by the Center for Operational Oceanographic Products and Services.
 AT0523
 AT0523.This Tidal Bench Mark is designated as VM 15764
 AT0523.by the Center for Operational Oceanographic Products and Services.
 AT0523
 AT0523.The geoid height was determined by GEOID03.
 AT0523
 AT0523.The dynamic height is computed by dividing the NAVD 88
 AT0523.geopotential number by the normal gravity value computed on the
 AT0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0523.degrees latitude (g = 980.6199 gals.).
 AT0523
 AT0523.The modeled gravity was interpolated from observed gravity values.
 AT0523
 AT0523;                    North         East    Units  Estimated Accuracy
 AT0523;SPC LA S     -    55,770.    1,213,350.      MT  (+/- 180 meters Scaled)
 AT0523
 AT0523                          SUPERSEDED SURVEY CONTROL
 AT0523
 AT0523  NGVD 29 (??/??/??)    0.471  (m)            1.55   (f) ADJUSTED    1 1
 AT0523
 AT0523.Superseded values are not recommended for survey control.
 AT0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0523.See file dsdata.txt to determine how the superseded data were derived.
 AT0523
 AT0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT911081(NAD 83)
 AT0523_MARKER: DB = BENCH MARK DISK
 AT0523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0523_SP_SET: COPPER-CLAD STEEL ROD
 AT0523_STAMPING: P 280 1971
 AT0523_MARK LOGO: NGS   
 AT0523_PROJECTION: PROJECTING 15 CENTIMETERS
 AT0523_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0523_ROD/PIPE-DEPTH: 26.8 meters
 AT0523
 AT0523  HISTORY     - Date     Condition        Report By
 AT0523  HISTORY     - 1971     MONUMENTED       NGS
 AT0523  HISTORY     - 1980     GOOD             NGS
 AT0523  HISTORY     - 19800924 GOOD             NGS
 AT0523
 AT0523                          STATION DESCRIPTION
 AT0523
 AT0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0523'2.7 MI SE FROM PORT EADS.
 AT0523'ABOUT 2.7 MILES SOUTHEAST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0523'THE LIGHTHOUSE AT PORT EADS, NEAR THE U. S. COAST GUARD STATION, 41
 AT0523'YARDS WEST OF THE SOUTHWEST CORNER OF THE COAST GUARD QUARTERS, 6 FEET
 AT0523'EAST OF A POWER LINE POLE, AND IS A DISK ON THE TOP OF A COPPER COATED
 AT0523'STEEL ROD PROJECTING 18 INCHES ABOVE THE LEVEL OF THE GROUND AND
 AT0523'SURROUNDED BY 4 CREOSOTED WOODEN WITNESS POST, ENCASED IN A 4 INCH
 AT0523'PLASTIC PIPE WHICH PORJECTS 18 INCHES ABOVE THE LEVEL OF THE GROUND.
 AT0523'THE ROD WAS DRIVEN TO A DEPTH OF 88 FEET.
 AT0523
 AT0523                          STATION RECOVERY (1980)
 AT0523
 AT0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AT0523'ABOUT 39.43 KM (24.5 MI) SOUTH-SOUTHEAST OF VENICE , OR 4.33 KM (2.7
 AT0523'MI) SOUTHEAST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT
 AT0523'PORT EADS, ON THE WEST SIDE OF SOUTH PASS, AT THE ENTRANCE FROM THE
 AT0523'GULF OF MEXICO, 39.10 METERS (128.3 FT) WEST OF THE SOUTHWEST CORNER
 AT0523'OF AN ABANDON U.S. COAST GUARD STATION, 18.07 METERS (59.3 FT) NORTH
 AT0523'OF WALK LEADING TO TALL STEEL SIGNAL TOWER, 2.5 METERS (6.5 FT)
 AT0523'SOUTHEAST OF ONLY POWER POLE WITH TRANSFORMER, THE BENCH MARK IS
 AT0523'INSIDE A .61 METER (2 FT) IN DIAMETER OIL DRUM THAT PROJECTS : 76
 AT0523'METERS (2.5 FT) ABOVE THE GROUND IN THE INSIDE AND
 AT0523
 AT0523                          STATION RECOVERY (1980)
 AT0523
 AT0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AT0523'ABOUT 24.5 MI (39.4 KM) SOUTH-SOUTEAST OF VENICE, OR 2.7 MI (4.3 KM)
 AT0523'SOUTHEAST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT PORT
 AT0523'EADS, ON THE WEST SIDE OF SOUTH PASS, AT THE ENTRANCE FROM THE GULF
 AT0523'OF MEXICO, 128.3 FT (39.1 M) WEST OF THE SOUTHWEST CORNER OF AN
 AT0523'ABANDONED U.S. COAST GUARD STATION, 59.3 FT (18.1 M) NORTH OF WALK
 AT0523'LEADING TO TALL STELL SIGNAL TOWER, 6.5 FT (2.0 M) SOUTHEAST OF ONLY
 AT0523'POWER POLE WITH TRANSFORMER.  THE BENCH MARK IS INSIDE A 2 FT
 AT0523'(0.6 M) IN DIAMETER OIL DRUM THAT PROJECTS 2.5 FT (0.8 M) ABOVE THE
 AT0523'GROUND IN THE INSIDE AND THE OUTSIDE.  1.5 FT (0.5 M) NORTHWEST OF A
 AT0523'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0511 ***********************************************************************
 AT0511  DESIGNATION -  P 281
 AT0511  PID         -  AT0511
 AT0511  STATE/COUNTY-  LA/PLAQUEMINES
 AT0511  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0511
 AT0511                         *CURRENT SURVEY CONTROL
 AT0511  ___________________________________________________________________
 AT0511* NAD 83(1986)-  28 56 56.     (N)    089 23 36.     (W)     SCALED    
 AT0511* NAVD 88     -         1.406  (meters)       4.61   (feet)  READJUSTED
 AT0511  ___________________________________________________________________
 AT0511  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AT0511  DYNAMIC HT  -           1.400 (meters)       4.59  (feet)  COMP
 AT0511  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 AT0511
 AT0511  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0511
 AT0511.The horizontal coordinates were scaled from a topographic map and have
 AT0511.an estimated accuracy of +/- 6 seconds.
 AT0511
 AT0511.The orthometric height was determined by differential leveling
 AT0511.and adjusted by the National Geodetic Survey in February 1994..
 AT0511.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0511.distribution rate of 0.0 thru 1.0 mm/km.
 AT0511.The height was derived from older observations constrained to new
 AT0511.heights in a crustal motion area.  The height is approximate in
 AT0511.relation to other heights in its vicinity.
 AT0511
 AT0511.The geoid height was determined by GEOID03.
 AT0511
 AT0511.The dynamic height is computed by dividing the NAVD 88
 AT0511.geopotential number by the normal gravity value computed on the
 AT0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0511.degrees latitude (g = 980.6199 gals.).
 AT0511
 AT0511.The modeled gravity was interpolated from observed gravity values.
 AT0511
 AT0511;                    North         East    Units  Estimated Accuracy
 AT0511;SPC LA S     -    51,360.    1,189,130.      MT  (+/- 180 meters Scaled)
 AT0511
 AT0511                          SUPERSEDED SURVEY CONTROL
 AT0511
 AT0511  NGVD 29 (??/??/??)    1.485  (m)            4.87   (f) ADJUSTED    1 1
 AT0511
 AT0511.Superseded values are not recommended for survey control.
 AT0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0511.See file dsdata.txt to determine how the superseded data were derived.
 AT0511
 AT0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT667046(NAD 83)
 AT0511_MARKER: DB = BENCH MARK DISK
 AT0511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0511_SP_SET: 72 FEET
 AT0511_STAMPING: P 281 1971
 AT0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0511
 AT0511  HISTORY     - Date     Condition        Report By
 AT0511  HISTORY     - 1971     MONUMENTED       NGS
 AT0511
 AT0511                          STATION DESCRIPTION
 AT0511
 AT0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0511'1.1 MI SW FROM BURRWOOD.
 AT0511'ABOUT 1.1 MILES SOUTHWEST ALONG SOUTHWEST PASS FROM THE OLD LIGHTHOUSE
 AT0511'AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, 0.1 MILE SOUTHEAST OF
 AT0511'A CHANNEL LIGHT WHICH BEARS A NUMBER 8, 78 YARDS SOUTHEAST OF THE
 AT0511'SOUTHEAST BANK OF THE PASS, 150 YARDS NORTHWEST OF A LOW METAL TOWER,
 AT0511'SURROUNDED BY 3 CREOSOTED WOODEN POSTS WITH A WITNESS SHIELD ON THE
 AT0511'MOST NORTHWESTERLY POST, AND ON THE TOP OF A COPPER COATED ROD THAT
 AT0511'PROJECTS 18 INCHES AND IS ENCASED IN A 4-INCH PLASTIC PIPE WHICH
 AT0511'PROJECTS 18 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0231 ***********************************************************************
 BJ0231  DESIGNATION -  P 282
 BJ0231  PID         -  BJ0231
 BJ0231  STATE/COUNTY-  LA/ST LANDRY
 BJ0231  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0231
 BJ0231                         *CURRENT SURVEY CONTROL
 BJ0231  ___________________________________________________________________
 BJ0231* NAD 83(1986)-  30 33 58.     (N)    091 45 45.     (W)     SCALED    
 BJ0231* NAVD 88     -         8.924  (meters)      29.28   (feet)  ADJUSTED  
 BJ0231  ___________________________________________________________________
 BJ0231  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0231  DYNAMIC HT  -           8.913 (meters)      29.24  (feet)  COMP
 BJ0231  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ0231
 BJ0231  VERT ORDER  -  FIRST     CLASS I
 BJ0231
 BJ0231.The horizontal coordinates were scaled from a topographic map and have
 BJ0231.an estimated accuracy of +/- 6 seconds.
 BJ0231
 BJ0231.The orthometric height was determined by differential leveling
 BJ0231.and adjusted by the National Geodetic Survey in February 1994..
 BJ0231
 BJ0231.The geoid height was determined by GEOID03.
 BJ0231
 BJ0231.The dynamic height is computed by dividing the NAVD 88
 BJ0231.geopotential number by the normal gravity value computed on the
 BJ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0231.degrees latitude (g = 980.6199 gals.).
 BJ0231
 BJ0231.The modeled gravity was interpolated from observed gravity values.
 BJ0231
 BJ0231;                    North         East    Units  Estimated Accuracy
 BJ0231;SPC LA S     -   229,100.      958,830.      MT  (+/- 180 meters Scaled)
 BJ0231
 BJ0231                          SUPERSEDED SURVEY CONTROL
 BJ0231
 BJ0231  NAVD 88 (06/15/91)    8.971  (m)           29.43   (f) UNKNOWN     1 1
 BJ0231  NGVD 29 (??/??/??)    8.941  (m)           29.33   (f) ADJUSTED    1 1
 BJ0231
 BJ0231.Superseded values are not recommended for survey control.
 BJ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0231.See file dsdata.txt to determine how the superseded data were derived.
 BJ0231
 BJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP186821(NAD 83)
 BJ0231_MARKER: DB = BENCH MARK DISK
 BJ0231_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0231+WITH SETTING: INTO GROUND
 BJ0231_SP_SET: METAL ROD WITH BASE PLATE
 BJ0231_STAMPING: P 282 1976
 BJ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0231+STABILITY: SURFACE MOTION
 BJ0231
 BJ0231  HISTORY     - Date     Condition        Report By
 BJ0231  HISTORY     - 1976     MONUMENTED       NGS
 BJ0231
 BJ0231                          STATION DESCRIPTION
 BJ0231
 BJ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0231'2.3 MI NORTH FROM KROTZ SPRINGS.
 BJ0231'2.3 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE, ON THE
 BJ0231'INSIDE OF A CURVE, 29 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 0.6
 BJ0231'FT SOUTH OF A FENCE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0571 ***********************************************************************
 BJ0571  DESIGNATION -  P 283
 BJ0571  PID         -  BJ0571
 BJ0571  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0571  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0571
 BJ0571                         *CURRENT SURVEY CONTROL
 BJ0571  ___________________________________________________________________
 BJ0571* NAD 83(1986)-  30 19 58.     (N)    091 13 41.     (W)     SCALED    
 BJ0571* NAVD 88     -         6.561  (meters)      21.53   (feet)  ADJUSTED  
 BJ0571  ___________________________________________________________________
 BJ0571  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0571  DYNAMIC HT  -           6.552 (meters)      21.50  (feet)  COMP
 BJ0571  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 BJ0571
 BJ0571  VERT ORDER  -  FIRST     CLASS I
 BJ0571
 BJ0571.The horizontal coordinates were scaled from a topographic map and have
 BJ0571.an estimated accuracy of +/- 6 seconds.
 BJ0571
 BJ0571.The orthometric height was determined by differential leveling
 BJ0571.and adjusted by the National Geodetic Survey in February 1994..
 BJ0571
 BJ0571.The geoid height was determined by GEOID03.
 BJ0571
 BJ0571.The dynamic height is computed by dividing the NAVD 88
 BJ0571.geopotential number by the normal gravity value computed on the
 BJ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0571.degrees latitude (g = 980.6199 gals.).
 BJ0571
 BJ0571.The modeled gravity was interpolated from observed gravity values.
 BJ0571
 BJ0571;                    North         East    Units  Estimated Accuracy
 BJ0571;SPC LA S     -   203,160.    1,010,120.      MT  (+/- 180 meters Scaled)
 BJ0571
 BJ0571                          SUPERSEDED SURVEY CONTROL
 BJ0571
 BJ0571  NGVD 29 (??/??/??)    6.564  (m)           21.54   (f) ADJUSTED    1 1
 BJ0571
 BJ0571.Superseded values are not recommended for survey control.
 BJ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0571.See file dsdata.txt to determine how the superseded data were derived.
 BJ0571
 BJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP703569(NAD 83)
 BJ0571_MARKER: DB = BENCH MARK DISK
 BJ0571_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0571+WITH SETTING: INTO GROUND
 BJ0571_SP_SET: METAL ROD WITH BASE PLATE
 BJ0571_STAMPING: P 283 1976
 BJ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0571+STABILITY: SURFACE MOTION
 BJ0571
 BJ0571  HISTORY     - Date     Condition        Report By
 BJ0571  HISTORY     - 1976     MONUMENTED       NGS
 BJ0571  HISTORY     - 20060609 MARK NOT FOUND   NGS
 BJ0571
 BJ0571                          STATION DESCRIPTION
 BJ0571
 BJ0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0571'3.4 MI NORTH FROM PLAQUEMINE.
 BJ0571'3.4 MILES NORTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0571'HIGHWAY 1, 4.6 MILES SOUTH OF BRUSLY LANDING, AT THE SOUTH END OF A
 BJ0571'SHARP CURVE, 36.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 36 FT.
 BJ0571'EAST OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 120
 BJ0571'FT. SOUTH OF THE SOUTHEAST CORNER OF A CATTLEGUARD, 2 FT. SOUTH OF
 BJ0571'POWER LINE POLE NUMBER 36 WITH A LIGHT, 3.0 FT. WEST OF A FENCE, THE
 BJ0571'DISK IS 0.6 FT. UNDERGROUND.
 BJ0571
 BJ0571                          STATION RECOVERY (2006)
 BJ0571
 BJ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0571'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0427 ***********************************************************************
 BJ0427  DESIGNATION -  P 284
 BJ0427  PID         -  BJ0427
 BJ0427  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0427  USGS QUAD   -  ELM PARK (1994)
 BJ0427
 BJ0427                         *CURRENT SURVEY CONTROL
 BJ0427  ___________________________________________________________________
 BJ0427* NAD 83(1986)-  30 45 32.     (N)    091 22 05.     (W)     SCALED    
 BJ0427* NAVD 88     -        12.770  (meters)      41.90   (feet)  ADJUSTED  
 BJ0427  ___________________________________________________________________
 BJ0427  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0427  DYNAMIC HT  -          12.753 (meters)      41.84  (feet)  COMP
 BJ0427  MODELED GRAV-     979,359.8   (mgal)                       NAVD 88
 BJ0427
 BJ0427  VERT ORDER  -  FIRST     CLASS I
 BJ0427
 BJ0427.The horizontal coordinates were scaled from a topographic map and have
 BJ0427.an estimated accuracy of +/- 6 seconds.
 BJ0427
 BJ0427.The orthometric height was determined by differential leveling
 BJ0427.and adjusted by the National Geodetic Survey in February 1994..
 BJ0427
 BJ0427.The geoid height was determined by GEOID03.
 BJ0427
 BJ0427.The dynamic height is computed by dividing the NAVD 88
 BJ0427.geopotential number by the normal gravity value computed on the
 BJ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0427.degrees latitude (g = 980.6199 gals.).
 BJ0427
 BJ0427.The modeled gravity was interpolated from observed gravity values.
 BJ0427
 BJ0427;                    North         East    Units  Estimated Accuracy
 BJ0427;SPC LA S     -   250,390.      996,680.      MT  (+/- 180 meters Scaled)
 BJ0427
 BJ0427                          SUPERSEDED SURVEY CONTROL
 BJ0427
 BJ0427  NGVD 29 (??/??/??)   12.754  (m)           41.84   (f) ADJUSTED    1 1
 BJ0427
 BJ0427.Superseded values are not recommended for survey control.
 BJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0427.See file dsdata.txt to determine how the superseded data were derived.
 BJ0427
 BJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ561040(NAD 83)
 BJ0427_MARKER: DB = BENCH MARK DISK
 BJ0427_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0427+WITH SETTING: INTO GROUND
 BJ0427_SP_SET: METAL ROD WITH BASE PLATE
 BJ0427_STAMPING: P 284 1976
 BJ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0427+STABILITY: SURFACE MOTION
 BJ0427
 BJ0427  HISTORY     - Date     Condition        Report By
 BJ0427  HISTORY     - 1976     MONUMENTED       NGS
 BJ0427
 BJ0427                          STATION DESCRIPTION
 BJ0427
 BJ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0427'3.3 MI SOUTH FROM ST FRANCISVILLE.
 BJ0427'1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BJ0427'AT ST. FRANCISVILLE, THENCE 1.85 MILES SOUTHEAST ALONG A DIRT ROAD
 BJ0427'BY THE NORTHEAST BANK OF THE MISSISSIPPI RIVER, 0.05 MILE NORTHWEST
 BJ0427'OF THE CENTER OF A CURVE, IN LINE WITH A ROW OF POWER LINE POLES
 BJ0427'LEADING NORTHEAST, 0.1 MILE SOUTHEAST OF A DIRT ROAD LEADING SOUTH-
 BJ0427'WEST TO RIVER, 35 FT NORTHEAST OF THE CENTER LINE OF THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0177 ***********************************************************************
 BJ0177  DESIGNATION -  P 284 X
 BJ0177  PID         -  BJ0177
 BJ0177  STATE/COUNTY-  LA/AVOYELLES
 BJ0177  USGS QUAD   -  SIMMESPORT (1969)
 BJ0177
 BJ0177                         *CURRENT SURVEY CONTROL
 BJ0177  ___________________________________________________________________
 BJ0177* NAD 83(1986)-  30 55 49.     (N)    091 48 25.     (W)     SCALED    
 BJ0177* NAVD 88     -        13.236  (meters)      43.43   (feet)  ADJUSTED  
 BJ0177  ___________________________________________________________________
 BJ0177  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0177  DYNAMIC HT  -          13.219 (meters)      43.37  (feet)  COMP
 BJ0177  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 BJ0177
 BJ0177  VERT ORDER  -  FIRST     CLASS I
 BJ0177
 BJ0177.The horizontal coordinates were scaled from a topographic map and have
 BJ0177.an estimated accuracy of +/- 6 seconds.
 BJ0177
 BJ0177.The orthometric height was determined by differential leveling
 BJ0177.and adjusted by the National Geodetic Survey in February 1994..
 BJ0177
 BJ0177.The geoid height was determined by GEOID03.
 BJ0177
 BJ0177.The dynamic height is computed by dividing the NAVD 88
 BJ0177.geopotential number by the normal gravity value computed on the
 BJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0177.degrees latitude (g = 980.6199 gals.).
 BJ0177
 BJ0177.The modeled gravity was interpolated from observed gravity values.
 BJ0177
 BJ0177;                    North         East    Units  Estimated Accuracy
 BJ0177;SPC LA N     -    47,920.    1,066,240.      MT  (+/- 180 meters Scaled)
 BJ0177
 BJ0177                          SUPERSEDED SURVEY CONTROL
 BJ0177
 BJ0177  NAVD 88 (06/15/91)   13.263  (m)           43.51   (f) UNKNOWN     1 1
 BJ0177  NGVD 29 (??/??/??)   13.217  (m)           43.36   (f) ADJUSTED    1 1
 BJ0177
 BJ0177.Superseded values are not recommended for survey control.
 BJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0177.See file dsdata.txt to determine how the superseded data were derived.
 BJ0177
 BJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ139224(NAD 83)
 BJ0177_MARKER: DB = BENCH MARK DISK
 BJ0177_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0177+WITH SETTING: INTO GROUND
 BJ0177_SP_SET: METAL ROD WITH BASE PLATE
 BJ0177_STAMPING: P 284 X 1976
 BJ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0177+STABILITY: SURFACE MOTION
 BJ0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0177+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BJ0177
 BJ0177  HISTORY     - Date     Condition        Report By
 BJ0177  HISTORY     - 1976     MONUMENTED       NGS
 BJ0177  HISTORY     - 20040122 GOOD             USPSQD
 BJ0177  HISTORY     - 20050317 GOOD             USPSQD
 BJ0177
 BJ0177                          STATION DESCRIPTION
 BJ0177
 BJ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0177'3.0 MI SOUTH FROM SIMMESPORT.
 BJ0177'3.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0177'SCHOOL, 0.3 MI NORTHEAST OF THE SUNRISE CHURCH, 82.4 FT SOUTH OF THE
 BJ0177'SOUTH CORNER OF ALDEN GREMILLIONS BRICK HOUSE, 44 FT NORTHWEST OF THE
 BJ0177'CENTERLINE OF THE HIGHWAY, 3.2 FT NORTHEAST OF A BURIED TELEPHONE
 BJ0177'CABLE JUNCTION BOX, 7.4 FT SOUTHEAST OF THE SOUTHEAST EDGE OF A
 BJ0177'CONCRETE DRIVEWAY, 1 FT SOUTHEAST OF A CHAINLINK FENCE
 BJ0177
 BJ0177                          STATION RECOVERY (2004)
 BJ0177
 BJ0177'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0177'IRECTIONS TO MARKER ARE STILL VALID, EXCEPT, THE SUNRISE CHURCH
 BJ0177'BUILDING IS NO LONGE IN USE AND IS VERY DELAPIDATED.
 BJ0177
 BJ0177                          STATION RECOVERY (2005)
 BJ0177
 BJ0177'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0876 ***********************************************************************
 BJ0876  DESIGNATION -  P 286
 BJ0876  PID         -  BJ0876
 BJ0876  STATE/COUNTY-  LA/LIVINGSTON
 BJ0876  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0876
 BJ0876                         *CURRENT SURVEY CONTROL
 BJ0876  ___________________________________________________________________
 BJ0876* NAD 83(1986)-  30 27 49.     (N)    090 58 58.     (W)     SCALED    
 BJ0876* NAVD 88     -        12.193  (meters)      40.00   (feet)  ADJUSTED  
 BJ0876  ___________________________________________________________________
 BJ0876  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0876  DYNAMIC HT  -          12.178 (meters)      39.95  (feet)  COMP
 BJ0876  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BJ0876
 BJ0876  VERT ORDER  -  FIRST     CLASS I
 BJ0876
 BJ0876.The horizontal coordinates were scaled from a topographic map and have
 BJ0876.an estimated accuracy of +/- 6 seconds.
 BJ0876
 BJ0876.The orthometric height was determined by differential leveling
 BJ0876.and adjusted by the National Geodetic Survey in February 1994..
 BJ0876
 BJ0876.The geoid height was determined by GEOID03.
 BJ0876
 BJ0876.The dynamic height is computed by dividing the NAVD 88
 BJ0876.geopotential number by the normal gravity value computed on the
 BJ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0876.degrees latitude (g = 980.6199 gals.).
 BJ0876
 BJ0876.The modeled gravity was interpolated from observed gravity values.
 BJ0876
 BJ0876;                    North         East    Units  Estimated Accuracy
 BJ0876;SPC LA S     -   217,710.    1,033,660.      MT  (+/- 180 meters Scaled)
 BJ0876
 BJ0876                          SUPERSEDED SURVEY CONTROL
 BJ0876
 BJ0876  NAVD 88 (06/15/91)   12.248  (m)           40.18   (f) UNKNOWN     1 1
 BJ0876  NGVD 29 (??/??/??)   12.221  (m)           40.10   (f) ADJUSTED    1 1
 BJ0876
 BJ0876.Superseded values are not recommended for survey control.
 BJ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0876.See file dsdata.txt to determine how the superseded data were derived.
 BJ0876
 BJ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP936718(NAD 83)
 BJ0876_MARKER: DB = BENCH MARK DISK
 BJ0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0876_SP_SET: BRIDGE
 BJ0876_STAMPING: P 286 1976
 BJ0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0876
 BJ0876  HISTORY     - Date     Condition        Report By
 BJ0876  HISTORY     - 1976     MONUMENTED       NGS
 BJ0876
 BJ0876                          STATION DESCRIPTION
 BJ0876
 BJ0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0876'2.1 MI SW FROM DENHAM SPRINGS.
 BJ0876'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF RANGE
 BJ0876'AVENUE, AT EAST END OF THE NORTH ONE OF TWO BRIDGES, 16 FT SOUTH OF
 BJ0876'THE CENTER LINE OF THE WEST BOUND HIGHWAY LANES, IN THE TOP OF THE
 BJ0876'SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE WEST BOUND LANES
 BJ0876'BRIDGE, 2.8 FT NORTH OF THE SOUTH END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0112 ***********************************************************************
 BJ0112  DESIGNATION -  P 287
 BJ0112  PID         -  BJ0112
 BJ0112  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0112  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0112
 BJ0112                         *CURRENT SURVEY CONTROL
 BJ0112  ___________________________________________________________________
 BJ0112* NAD 83(1986)-  30 28 25.     (N)    091 12 06.     (W)     SCALED    
 BJ0112* NAVD 88     -         8.321  (meters)      27.30   (feet)  ADJUSTED  
 BJ0112  ___________________________________________________________________
 BJ0112  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0112  DYNAMIC HT  -           8.310 (meters)      27.26  (feet)  COMP
 BJ0112  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ0112
 BJ0112  VERT ORDER  -  FIRST     CLASS I
 BJ0112
 BJ0112.The horizontal coordinates were scaled from a topographic map and have
 BJ0112.an estimated accuracy of +/- 6 seconds.
 BJ0112
 BJ0112.The orthometric height was determined by differential leveling
 BJ0112.and adjusted by the National Geodetic Survey in February 1994..
 BJ0112
 BJ0112.The geoid height was determined by GEOID03.
 BJ0112
 BJ0112.The dynamic height is computed by dividing the NAVD 88
 BJ0112.geopotential number by the normal gravity value computed on the
 BJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0112.degrees latitude (g = 980.6199 gals.).
 BJ0112
 BJ0112.The modeled gravity was interpolated from observed gravity values.
 BJ0112
 BJ0112;                    North         East    Units  Estimated Accuracy
 BJ0112;SPC LA S     -   218,770.    1,012,640.      MT  (+/- 180 meters Scaled)
 BJ0112
 BJ0112                          SUPERSEDED SURVEY CONTROL
 BJ0112
 BJ0112  NAVD 88 (06/15/91)    8.342  (m)           27.37   (f) UNKNOWN     1 1
 BJ0112  NGVD 29 (??/??/??)    8.308  (m)           27.26   (f) ADJUSTED    1 1
 BJ0112
 BJ0112.Superseded values are not recommended for survey control.
 BJ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0112.See file dsdata.txt to determine how the superseded data were derived.
 BJ0112
 BJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP726726(NAD 83)
 BJ0112_MARKER: DB = BENCH MARK DISK
 BJ0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0112_SP_SET: COPPER-CLAD STEEL ROD
 BJ0112_STAMPING: P 287 1976
 BJ0112_MARK LOGO: NGS   
 BJ0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0112
 BJ0112  HISTORY     - Date     Condition        Report By
 BJ0112  HISTORY     - 1976     MONUMENTED       NGS
 BJ0112  HISTORY     - 1986     GOOD             NGS
 BJ0112
 BJ0112                          STATION DESCRIPTION
 BJ0112
 BJ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0112'0.7 MI NORTH FROM PORT ALLEN.
 BJ0112'0.7 MILES NORTH ALONG STATE HIGHWAY 986 FROM JUNCTION OF
 BJ0112'THIRD STREET IN PORT ALLEN, AT JUNCTION OF STATE HIGHWAY 987-3
 BJ0112'30 FT EAST OF CENTER LINE OF S.HWY 986, 131 FT SOUTH OF EXTENDED
 BJ0112'CENTER LINE OF S.HWY 987-3, 2 FT SOUTH OF POWER LINE POLE 40 WITH
 BJ0112'2 GUY WIRES, 41.5 FT SOUTH OF THE CENTER OF EAST END OF CONCRETE
 BJ0112'PIPE CULVERT.
 BJ0112
 BJ0112                          STATION RECOVERY (1986)
 BJ0112
 BJ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1005 ***********************************************************************
 BJ1005  DESIGNATION -  P 288
 BJ1005  PID         -  BJ1005
 BJ1005  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1005  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1005
 BJ1005                         *CURRENT SURVEY CONTROL
 BJ1005  ___________________________________________________________________
 BJ1005* NAD 83(1986)-  30 20 55.     (N)    091 09 31.     (W)     SCALED    
 BJ1005* NAVD 88     -         8.124  (meters)      26.65   (feet)  ADJUSTED  
 BJ1005  ___________________________________________________________________
 BJ1005  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ1005  DYNAMIC HT  -           8.113 (meters)      26.62  (feet)  COMP
 BJ1005  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 BJ1005
 BJ1005  VERT ORDER  -  FIRST     CLASS I
 BJ1005
 BJ1005.The horizontal coordinates were scaled from a topographic map and have
 BJ1005.an estimated accuracy of +/- 6 seconds.
 BJ1005
 BJ1005.The orthometric height was determined by differential leveling
 BJ1005.and adjusted by the National Geodetic Survey in February 1994..
 BJ1005
 BJ1005.The geoid height was determined by GEOID03.
 BJ1005
 BJ1005.The dynamic height is computed by dividing the NAVD 88
 BJ1005.geopotential number by the normal gravity value computed on the
 BJ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1005.degrees latitude (g = 980.6199 gals.).
 BJ1005
 BJ1005.The modeled gravity was interpolated from observed gravity values.
 BJ1005
 BJ1005;                    North         East    Units  Estimated Accuracy
 BJ1005;SPC LA S     -   204,920.    1,016,800.      MT  (+/- 180 meters Scaled)
 BJ1005
 BJ1005                          SUPERSEDED SURVEY CONTROL
 BJ1005
 BJ1005  NGVD 29 (??/??/??)    8.170  (m)           26.80   (f) ADJUSTED    1 1
 BJ1005
 BJ1005.Superseded values are not recommended for survey control.
 BJ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1005.See file dsdata.txt to determine how the superseded data were derived.
 BJ1005
 BJ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP769588(NAD 83)
 BJ1005_MARKER: DB = BENCH MARK DISK
 BJ1005_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ1005+WITH SETTING: INTO GROUND
 BJ1005_SP_SET: METAL ROD WITH BASE PLATE
 BJ1005_STAMPING: P 288 1976
 BJ1005_MARK LOGO: NGS   
 BJ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1005+STABILITY: SURFACE MOTION
 BJ1005
 BJ1005  HISTORY     - Date     Condition        Report By
 BJ1005  HISTORY     - 1976     MONUMENTED       NGS
 BJ1005  HISTORY     - 1986     GOOD             NGS
 BJ1005
 BJ1005                          STATION DESCRIPTION
 BJ1005
 BJ1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ1005'1.3 MI NW FROM BURTVILE.
 BJ1005'1.3 MILE NORTHWEST ALONG RIVER ROAD (STATE HIGHWAY 327) FROM ITS
 BJ1005'JUNCTION WITH STATE HIGHWAY 30, 44.5 FT NORTH OF THE CENTER LINE OF
 BJ1005'THE ROAD, 19.6 NORTHWEST OF THE WEST END OF A 16 INCH CONCRETE CULVERT
 BJ1005'UNDER ROAD TO FIELD, 25.5 FT WEST OF THE CENTER LINE OF A METAL GATE
 BJ1005'2.5 FT SOUTH OF A FENCE LINE, 3 FT NORTH OF A POWER POLE, 0.2 MILE
 BJ1005'EAST OF THE MANCHAC POINT FIELD COMMINGLING TANK BATTERY (OIL TANKS).
 BJ1005
 BJ1005                          STATION RECOVERY (1986)
 BJ1005
 BJ1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1306 ***********************************************************************
 BK1306  DESIGNATION -  P 29
 BK1306  PID         -  BK1306
 BK1306  STATE/COUNTY-  LA/BEAUREGARD
 BK1306  USGS QUAD   -  ORETTA (1986)
 BK1306
 BK1306                         *CURRENT SURVEY CONTROL
 BK1306  ___________________________________________________________________
 BK1306* NAD 83(1986)-  30 33 14.     (N)    093 26 07.     (W)     SCALED    
 BK1306* NAVD 88     -        34.46   (+/-2cm)     113.1    (feet)  VERTCON   
 BK1306  ___________________________________________________________________
 BK1306  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK1306
 BK1306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1306
 BK1306.The horizontal coordinates were scaled from a topographic map and have
 BK1306.an estimated accuracy of +/- 6 seconds.
 BK1306
 BK1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1306.The vertical order pertains to the NGVD 29 superseded value.
 BK1306
 BK1306.The geoid height was determined by GEOID03.
 BK1306
 BK1306;                    North         East    Units  Estimated Accuracy
 BK1306;SPC LA S     -   229,520.      798,340.      MT  (+/- 180 meters Scaled)
 BK1306
 BK1306                          SUPERSEDED SURVEY CONTROL
 BK1306
 BK1306  NGVD 29 (??/??/??)   34.432  (m)          112.97   (f) ADJUSTED    2 0
 BK1306
 BK1306.Superseded values are not recommended for survey control.
 BK1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1306.See file dsdata.txt to determine how the superseded data were derived.
 BK1306
 BK1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP582802(NAD 83)
 BK1306_MARKER: DB = BENCH MARK DISK
 BK1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1306_STAMPING: P 29 1935
 BK1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1306+STABILITY: SURFACE MOTION
 BK1306
 BK1306  HISTORY     - Date     Condition        Report By
 BK1306  HISTORY     - 1935     MONUMENTED       CGS
 BK1306  HISTORY     - 1961     MARK NOT FOUND   USGS
 BK1306  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1306
 BK1306                          STATION DESCRIPTION
 BK1306
 BK1306'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BK1306'7.3 MI N FROM DE QUINCY.
 BK1306'IN BEAUREGARD PARISH, 7.3 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1306'RAILWAY FROM DE QUINCY, CALCASIEU PARISH, 90 FEET SOUTH OF MILEPOST
 BK1306'712, 42 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 39 FEET WEST OF
 BK1306'THE CENTERLINE OF STATE HIGHWAY 104.  A STANDARD DISK, STAMPED P 29
 BK1306'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK1306
 BK1306                          STATION RECOVERY (2004)
 BK1306
 BK1306'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0912 ***********************************************************************
 BJ0912  DESIGNATION -  P 290
 BJ0912  PID         -  BJ0912
 BJ0912  STATE/COUNTY-  LA/LIVINGSTON
 BJ0912  USGS QUAD   -  HOLDEN (1974)
 BJ0912
 BJ0912                         *CURRENT SURVEY CONTROL
 BJ0912  ___________________________________________________________________
 BJ0912* NAD 83(1986)-  30 30 13.     (N)    090 37 46.     (W)     SCALED    
 BJ0912* NAVD 88     -        13.255  (meters)      43.49   (feet)  ADJUSTED  
 BJ0912  ___________________________________________________________________
 BJ0912  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0912  DYNAMIC HT  -          13.238 (meters)      43.43  (feet)  COMP
 BJ0912  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BJ0912
 BJ0912  VERT ORDER  -  FIRST     CLASS I
 BJ0912
 BJ0912.The horizontal coordinates were scaled from a topographic map and have
 BJ0912.an estimated accuracy of +/- 6 seconds.
 BJ0912
 BJ0912.The orthometric height was determined by differential leveling
 BJ0912.and adjusted by the National Geodetic Survey in February 1994..
 BJ0912
 BJ0912.The geoid height was determined by GEOID03.
 BJ0912
 BJ0912.The dynamic height is computed by dividing the NAVD 88
 BJ0912.geopotential number by the normal gravity value computed on the
 BJ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0912.degrees latitude (g = 980.6199 gals.).
 BJ0912
 BJ0912.The modeled gravity was interpolated from observed gravity values.
 BJ0912
 BJ0912;                    North         East    Units  Estimated Accuracy
 BJ0912;SPC LA S     -   222,300.    1,067,570.      MT  (+/- 180 meters Scaled)
 BJ0912
 BJ0912                          SUPERSEDED SURVEY CONTROL
 BJ0912
 BJ0912  NAVD 88 (06/15/91)   13.296  (m)           43.62   (f) UNKNOWN     1 1
 BJ0912  NGVD 29 (??/??/??)   13.273  (m)           43.55   (f) ADJUSTED    1 1
 BJ0912
 BJ0912.Superseded values are not recommended for survey control.
 BJ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0912.See file dsdata.txt to determine how the superseded data were derived.
 BJ0912
 BJ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP275769(NAD 83)
 BJ0912_MARKER: DB = BENCH MARK DISK
 BJ0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0912_SP_SET: CULVERT
 BJ0912_STAMPING: P 290 1976
 BJ0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0912
 BJ0912  HISTORY     - Date     Condition        Report By
 BJ0912  HISTORY     - 1976     MONUMENTED       NGS
 BJ0912  HISTORY     - 1979     GOOD             LADTD
 BJ0912
 BJ0912                          STATION DESCRIPTION
 BJ0912
 BJ0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0912'2.8 MI WEST FROM ALBANY.
 BJ0912'2.8 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0912'HIGHWAY 43, 2.5 MILES EAST OF HOLDEN, AT THE CROSSING OF CAT BRANCH,
 BJ0912'23.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 BJ0912'EAST END OF THE SOUTH 40 FT LONG HEAD WALL OF A CULVERT, 0.6 FT WEST
 BJ0912'OF THE EAST END OF THE HEAD WALL.
 BJ0912
 BJ0912                          STATION RECOVERY (1979)
 BJ0912
 BJ0912'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0250 ***********************************************************************
 BJ0250  DESIGNATION -  P 291
 BJ0250  PID         -  BJ0250
 BJ0250  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0250  USGS QUAD   -  MELVILLE (1994)
 BJ0250
 BJ0250                         *CURRENT SURVEY CONTROL
 BJ0250  ___________________________________________________________________
 BJ0250* NAD 83(1986)-  30 40 05.     (N)    091 39 25.     (W)     SCALED    
 BJ0250* NAVD 88     -         9.517  (meters)      31.22   (feet)  ADJUSTED  
 BJ0250  ___________________________________________________________________
 BJ0250  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ0250  DYNAMIC HT  -           9.504 (meters)      31.18  (feet)  COMP
 BJ0250  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 BJ0250
 BJ0250  VERT ORDER  -  FIRST     CLASS I
 BJ0250
 BJ0250.The horizontal coordinates were scaled from a topographic map and have
 BJ0250.an estimated accuracy of +/- 6 seconds.
 BJ0250
 BJ0250.The orthometric height was determined by differential leveling
 BJ0250.and adjusted by the National Geodetic Survey in February 1994..
 BJ0250
 BJ0250.The geoid height was determined by GEOID03.
 BJ0250
 BJ0250.The dynamic height is computed by dividing the NAVD 88
 BJ0250.geopotential number by the normal gravity value computed on the
 BJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0250.degrees latitude (g = 980.6199 gals.).
 BJ0250
 BJ0250.The modeled gravity was interpolated from observed gravity values.
 BJ0250
 BJ0250;                    North         East    Units  Estimated Accuracy
 BJ0250;SPC LA S     -   240,370.      968,990.      MT  (+/- 180 meters Scaled)
 BJ0250
 BJ0250                          SUPERSEDED SURVEY CONTROL
 BJ0250
 BJ0250  NGVD 29 (??/??/??)    9.519  (m)           31.23   (f) ADJUSTED    1 1
 BJ0250
 BJ0250.Superseded values are not recommended for survey control.
 BJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0250.See file dsdata.txt to determine how the superseded data were derived.
 BJ0250
 BJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP286935(NAD 83)
 BJ0250_MARKER: DB = BENCH MARK DISK
 BJ0250_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0250_SP_SET: COPPER-CLAD STEEL ROD
 BJ0250_STAMPING: P 291 1976
 BJ0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0250
 BJ0250  HISTORY     - Date     Condition        Report By
 BJ0250  HISTORY     - 1976     MONUMENTED       NGS
 BJ0250
 BJ0250                          STATION DESCRIPTION
 BJ0250
 BJ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0250'9.1 MI NORTH FROM LOTTIE.
 BJ0250'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0250'HIGHWAY 81, THENCE 7.9 MILES NORTH ALONG A LEVEE ROAD, THENCE 0.2
 BJ0250'MILES SOUTHEAST ALONG A GRAVELED ROAD, AT THE ATCHAFALAYA BASIN
 BJ0250'LEVEE DISTRICT MAINTENANCE YARD, 32.5 FT NORTHEAST OF THE CENTER
 BJ0250'LINE OF THE ROAD, 155.4 FT NORTH OF AND ACROSS THE ROAD FROM THE
 BJ0250'NORTH CORNER OF THE ZION TRAVELER CHURCH, 68.5 FT NORTHWEST OF THE
 BJ0250'NORTHWEST END OF THE YARD ENTRANCE GATE, 2.1 FT SOUTHWEST OF THE
 BJ0250'SOUTHWEST FENCE OF THE YARD, THE DISK IS 0.6 FT BELOW THE LEVEL OF
 BJ0250'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BJ0250'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0292 ***********************************************************************
 BJ0292  DESIGNATION -  P 292
 BJ0292  PID         -  BJ0292
 BJ0292  STATE/COUNTY-  LA/IBERVILLE
 BJ0292  USGS QUAD   -  GROSSE TETE SW (1992)
 BJ0292
 BJ0292                         *CURRENT SURVEY CONTROL
 BJ0292  ___________________________________________________________________
 BJ0292* NAD 83(1986)-  30 17 15.     (N)    091 29 24.     (W)     SCALED    
 BJ0292* NAVD 88     -         4.085  (meters)      13.40   (feet)  ADJUSTED  
 BJ0292  ___________________________________________________________________
 BJ0292  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ0292  DYNAMIC HT  -           4.079 (meters)      13.38  (feet)  COMP
 BJ0292  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BJ0292
 BJ0292  VERT ORDER  -  FIRST     CLASS I
 BJ0292
 BJ0292.The horizontal coordinates were scaled from a topographic map and have
 BJ0292.an estimated accuracy of +/- 6 seconds.
 BJ0292
 BJ0292.The orthometric height was determined by differential leveling
 BJ0292.and adjusted by the National Geodetic Survey in February 1994..
 BJ0292
 BJ0292.The geoid height was determined by GEOID03.
 BJ0292
 BJ0292.The dynamic height is computed by dividing the NAVD 88
 BJ0292.geopotential number by the normal gravity value computed on the
 BJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0292.degrees latitude (g = 980.6199 gals.).
 BJ0292
 BJ0292.The modeled gravity was interpolated from observed gravity values.
 BJ0292
 BJ0292;                    North         East    Units  Estimated Accuracy
 BJ0292;SPC LA S     -   198,150.      984,930.      MT  (+/- 180 meters Scaled)
 BJ0292
 BJ0292                          SUPERSEDED SURVEY CONTROL
 BJ0292
 BJ0292  NGVD 29 (??/??/??)    4.109  (m)           13.48   (f) ADJUSTED    1 1
 BJ0292
 BJ0292.Superseded values are not recommended for survey control.
 BJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0292.See file dsdata.txt to determine how the superseded data were derived.
 BJ0292
 BJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP452516(NAD 83)
 BJ0292_MARKER: DB = BENCH MARK DISK
 BJ0292_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0292+WITH SETTING: INTO GROUND
 BJ0292_SP_SET: METAL ROD WITH BASE PLATE
 BJ0292_STAMPING: P 292 1976
 BJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0292+STABILITY: SURFACE MOTION
 BJ0292
 BJ0292  HISTORY     - Date     Condition        Report By
 BJ0292  HISTORY     - 1976     MONUMENTED       NGS
 BJ0292  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0292
 BJ0292                          STATION DESCRIPTION
 BJ0292
 BJ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0292'8.9 MI SOUTH FROM RAMAH.
 BJ0292'8.9 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0292'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, ABOUT 0.1
 BJ0292'MILE SOUTHWEST ACROSS THE ROAD AND A BODY OF WATER FROM A HOUSE
 BJ0292'AT THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 50 FT SOUTHWEST
 BJ0292'OF THE CENTER LINE OF THE ROAD, 24 FT NORTHWEST OF THE EXTENDED
 BJ0292'CENTER LINE OF THE DIRT ROAD, 1.0 FT SOUTHEAST OF A WITNESS POST.
 BJ0292'THE DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BJ0292'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0292
 BJ0292                          STATION RECOVERY (1990)
 BJ0292
 BJ0292'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0068 ***********************************************************************
 AU0068  DESIGNATION -  P 293
 AU0068  PID         -  AU0068
 AU0068  STATE/COUNTY-  LA/IBERIA
 AU0068  USGS QUAD   -  CENTERVILLE NE (1980)
 AU0068
 AU0068                         *CURRENT SURVEY CONTROL
 AU0068  ___________________________________________________________________
 AU0068* NAD 83(1986)-  29 59 29.     (N)    091 16 04.     (W)     SCALED    
 AU0068* NAVD 88     -         0.975  (meters)       3.20   (feet)  ADJUSTED  
 AU0068  ___________________________________________________________________
 AU0068  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AU0068  DYNAMIC HT  -           0.974 (meters)       3.20  (feet)  COMP
 AU0068  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AU0068
 AU0068  VERT ORDER  -  FIRST     CLASS I
 AU0068
 AU0068.The horizontal coordinates were scaled from a topographic map and have
 AU0068.an estimated accuracy of +/- 6 seconds.
 AU0068
 AU0068.The orthometric height was determined by differential leveling
 AU0068.and adjusted by the National Geodetic Survey in February 1994..
 AU0068
 AU0068.The geoid height was determined by GEOID03.
 AU0068
 AU0068.The dynamic height is computed by dividing the NAVD 88
 AU0068.geopotential number by the normal gravity value computed on the
 AU0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0068.degrees latitude (g = 980.6199 gals.).
 AU0068
 AU0068.The modeled gravity was interpolated from observed gravity values.
 AU0068
 AU0068;                    North         East    Units  Estimated Accuracy
 AU0068;SPC LA S     -   165,310.    1,006,330.      MT  (+/- 180 meters Scaled)
 AU0068
 AU0068                          SUPERSEDED SURVEY CONTROL
 AU0068
 AU0068  NGVD 29 (??/??/??)    1.025  (m)            3.36   (f) ADJUSTED    1 1
 AU0068
 AU0068.Superseded values are not recommended for survey control.
 AU0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0068.See file dsdata.txt to determine how the superseded data were derived.
 AU0068
 AU0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP670190(NAD 83)
 AU0068_MARKER: DB = BENCH MARK DISK
 AU0068_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AU0068+WITH SETTING: INTO GROUND
 AU0068_SP_SET: METAL ROD WITH BASE PLATE
 AU0068_STAMPING: P 293 1976
 AU0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0068+STABILITY: SURFACE MOTION
 AU0068
 AU0068  HISTORY     - Date     Condition        Report By
 AU0068  HISTORY     - 1976     MONUMENTED       NGS
 AU0068
 AU0068                          STATION DESCRIPTION
 AU0068
 AU0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AU0068'6.1 MI SOUTH FROM PIGEON.
 AU0068'6.1 MILES SOUTH ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 AU0068'END OF A DRAWBRIDGE OVER THE LOWER GRAND RIVER, AT A SMALL CLEARING,
 AU0068'41 FT EAST OF THE CENTER LINE OF THE HIGHWAY, THE DISK IS 0.6 FT BELOW
 AU0068'THE SURFACE OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 AU0068'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0879 ***********************************************************************
 BJ0879  DESIGNATION -  P 294
 BJ0879  PID         -  BJ0879
 BJ0879  STATE/COUNTY-  LA/LIVINGSTON
 BJ0879  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0879
 BJ0879                         *CURRENT SURVEY CONTROL
 BJ0879  ___________________________________________________________________
 BJ0879* NAD 83(1986)-  30 29 03.     (N)    090 57 22.     (W)     SCALED    
 BJ0879* NAVD 88     -        15.177  (meters)      49.79   (feet)  ADJUSTED  
 BJ0879  ___________________________________________________________________
 BJ0879  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0879  DYNAMIC HT  -          15.158 (meters)      49.73  (feet)  COMP
 BJ0879  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ0879
 BJ0879  VERT ORDER  -  FIRST     CLASS I
 BJ0879
 BJ0879.The horizontal coordinates were scaled from a topographic map and have
 BJ0879.an estimated accuracy of +/- 6 seconds.
 BJ0879
 BJ0879.The orthometric height was determined by differential leveling
 BJ0879.and adjusted by the National Geodetic Survey in February 1994..
 BJ0879
 BJ0879.The geoid height was determined by GEOID03.
 BJ0879
 BJ0879.The dynamic height is computed by dividing the NAVD 88
 BJ0879.geopotential number by the normal gravity value computed on the
 BJ0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0879.degrees latitude (g = 980.6199 gals.).
 BJ0879
 BJ0879.The modeled gravity was interpolated from observed gravity values.
 BJ0879
 BJ0879;                    North         East    Units  Estimated Accuracy
 BJ0879;SPC LA S     -   220,000.    1,036,220.      MT  (+/- 180 meters Scaled)
 BJ0879
 BJ0879                          SUPERSEDED SURVEY CONTROL
 BJ0879
 BJ0879  NAVD 88 (06/15/91)   15.231  (m)           49.97   (f) UNKNOWN     1 1
 BJ0879  NGVD 29 (??/??/??)   15.202  (m)           49.88   (f) ADJUSTED    1 1
 BJ0879
 BJ0879.Superseded values are not recommended for survey control.
 BJ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0879.See file dsdata.txt to determine how the superseded data were derived.
 BJ0879
 BJ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP961742(NAD 83)
 BJ0879_MARKER: DB = BENCH MARK DISK
 BJ0879_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0879_SP_SET: COPPER-CLAD STEEL ROD
 BJ0879_STAMPING: P 294 1976
 BJ0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0879
 BJ0879  HISTORY     - Date     Condition        Report By
 BJ0879  HISTORY     - 1976     MONUMENTED       NGS
 BJ0879
 BJ0879                          STATION DESCRIPTION
 BJ0879
 BJ0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0879'IN DENHAM SPRINGS.
 BJ0879'AT DENHAM SPRINGS, AT THE SOUTHEAST CORNER OF THE JUNCTION OF
 BJ0879'NORTH RANGE AVENUE AND RAILROAD AVENUE, 78.5 FT EAST OF THE CENTER
 BJ0879'LINE OF NORTH RANGE AVENUE, 6.0 FT SOUTH OF THE SOUTH CURB OF
 BJ0879'RAILROAD AVENUE, 9.6 FT NORTH OF THE NORTH RAIL OF AN ILLINOIS
 BJ0879'CENTRAL RAILROAD SIDE TRACK, 2.2 FT WEST OF THE WEST SIDE OF STEEL
 BJ0879'POWER LINE POLE NUMBER 750-32, THE DISK IS 0.5 FT BELOW THE LEVEL
 BJ0879'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0879'SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0095 ***********************************************************************
 BK0095  DESIGNATION -  P 30
 BK0095  PID         -  BK0095
 BK0095  STATE/COUNTY-  LA/ST LANDRY
 BK0095  USGS QUAD   -  CHATAIGNIER (1983)
 BK0095
 BK0095                         *CURRENT SURVEY CONTROL
 BK0095  ___________________________________________________________________
 BK0095* NAD 83(1986)-  30 30 46.     (N)    092 15 16.     (W)     SCALED    
 BK0095* NAVD 88     -        16.45   (+/-2cm)      54.0    (feet)  VERTCON   
 BK0095  ___________________________________________________________________
 BK0095  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0095
 BK0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0095
 BK0095.The horizontal coordinates were scaled from a topographic map and have
 BK0095.an estimated accuracy of +/- 6 seconds.
 BK0095
 BK0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0095.The vertical order pertains to the NGVD 29 superseded value.
 BK0095
 BK0095.The geoid height was determined by GEOID03.
 BK0095
 BK0095;                    North         East    Units  Estimated Accuracy
 BK0095;SPC LA S     -   223,460.      911,590.      MT  (+/- 180 meters Scaled)
 BK0095
 BK0095                          SUPERSEDED SURVEY CONTROL
 BK0095
 BK0095  NGVD 29 (??/??/??)   16.406  (m)           53.83   (f) ADJUSTED    2 0
 BK0095
 BK0095.Superseded values are not recommended for survey control.
 BK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0095.See file dsdata.txt to determine how the superseded data were derived.
 BK0095
 BK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP715758(NAD 83)
 BK0095_MARKER: DB = BENCH MARK DISK
 BK0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0095_STAMPING: P 30 1935
 BK0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0095+STABILITY: SURFACE MOTION
 BK0095
 BK0095  HISTORY     - Date     Condition        Report By
 BK0095  HISTORY     - 1935     MONUMENTED       CGS
 BK0095  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0095
 BK0095                          STATION DESCRIPTION
 BK0095
 BK0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0095'4.2 MI W FROM LAWTELL.
 BK0095'4.2 MI W OF AND ALONG THE M P R R 39 FEET S OF TRACK CLOSE TO R/W
 BK0095'FENCE.  12 FEET E OF GATE IN S R/W FENCE.  200 FEET W OF MILEPOST 580.
 BK0095
 BK0095                          STATION RECOVERY (1980)
 BK0095
 BK0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2279 ***********************************************************************
 BX2279  DESIGNATION -  P 301
 BX2279  PID         -  BX2279
 BX2279  STATE/COUNTY-  LA/GRANT
 BX2279  USGS QUAD   -  BOYCE (1992)
 BX2279
 BX2279                         *CURRENT SURVEY CONTROL
 BX2279  ___________________________________________________________________
 BX2279* NAD 83(1986)-  31 27 05.     (N)    092 41 29.     (W)     SCALED    
 BX2279* NAVD 88     -        29.666  (meters)      97.33   (feet)  ADJUSTED  
 BX2279  ___________________________________________________________________
 BX2279  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2279  DYNAMIC HT  -          29.631 (meters)      97.21  (feet)  COMP
 BX2279  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 BX2279
 BX2279  VERT ORDER  -  FIRST     CLASS I
 BX2279
 BX2279.The horizontal coordinates were scaled from a topographic map and have
 BX2279.an estimated accuracy of +/- 6 seconds.
 BX2279
 BX2279.The orthometric height was determined by differential leveling
 BX2279.and adjusted by the National Geodetic Survey in February 1994..
 BX2279
 BX2279.The geoid height was determined by GEOID03.
 BX2279
 BX2279.The dynamic height is computed by dividing the NAVD 88
 BX2279.geopotential number by the normal gravity value computed on the
 BX2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2279.degrees latitude (g = 980.6199 gals.).
 BX2279
 BX2279.The modeled gravity was interpolated from observed gravity values.
 BX2279
 BX2279;                    North         East    Units  Estimated Accuracy
 BX2279;SPC LA N     -   105,500.      981,810.      MT  (+/- 180 meters Scaled)
 BX2279
 BX2279                          SUPERSEDED SURVEY CONTROL
 BX2279
 BX2279  NAVD 88 (06/15/91)   29.666  (m)           97.33   (f) UNKNOWN     1 1
 BX2279  NGVD 29 (??/??/??)   29.669  (m)           97.34   (f) ADJUSTED    1 1
 BX2279
 BX2279.Superseded values are not recommended for survey control.
 BX2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2279.See file dsdata.txt to determine how the superseded data were derived.
 BX2279
 BX2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ293796(NAD 83)
 BX2279_MARKER: DB = BENCH MARK DISK
 BX2279_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2279+WITH SETTING: INTO GROUND
 BX2279_SP_SET: METAL ROD WITH BASE PLATE
 BX2279_STAMPING: P 301 1977
 BX2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2279+STABILITY: SURFACE MOTION
 BX2279
 BX2279  HISTORY     - Date     Condition        Report By
 BX2279  HISTORY     - 1977     MONUMENTED       NGS
 BX2279
 BX2279                          STATION DESCRIPTION
 BX2279
 BX2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2279'6.3 MI SW FROM COLFAX.
 BX2279'5.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 BX2279'COLFAX, THENCE 1.0 MILE WEST ALONG A PAVED ROAD TO WHERE THE
 BX2279'ROAD GOES TO THE TOP OF THE LEVEE, 34 FEET NORTHWEST OF THE
 BX2279'CENTER LINE OF LEVEE ROAD, 38 FEET SOUTH OF THE CENTER LINE
 BX2279'OF THE DRIVEWAY TO GORDON RANDOLPHS HOUSE, 15 FEET SOUTHEAST
 BX2279'OF THE CENTER LINE OF THE PAVED ROAD, 9 FEET EAST OF A FENCE
 BX2279'CORNER, 10 FEET NORTHEAST OF A BARBED WIRE FENCE CROSSING LEVEE,
 BX2279'AND 2 FEET SOUTHEAST OF A BARBED WIRE FENCE SURROUNDED BY 2
 BX2279'WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2243 ***********************************************************************
 BX2243  DESIGNATION -  P 302
 BX2243  PID         -  BX2243
 BX2243  STATE/COUNTY-  LA/AVOYELLES
 BX2243  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2243
 BX2243                         *CURRENT SURVEY CONTROL
 BX2243  ___________________________________________________________________
 BX2243* NAD 83(1986)-  31 14 29.     (N)    092 01 32.     (W)     SCALED    
 BX2243* NAVD 88     -        18.096  (meters)      59.37   (feet)  ADJUSTED  
 BX2243  ___________________________________________________________________
 BX2243  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX2243  DYNAMIC HT  -          18.073 (meters)      59.29  (feet)  COMP
 BX2243  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 BX2243
 BX2243  VERT ORDER  -  FIRST     CLASS I
 BX2243
 BX2243.The horizontal coordinates were scaled from a topographic map and have
 BX2243.an estimated accuracy of +/- 6 seconds.
 BX2243
 BX2243.The orthometric height was determined by differential leveling
 BX2243.and adjusted by the National Geodetic Survey in February 1994..
 BX2243
 BX2243.The geoid height was determined by GEOID03.
 BX2243
 BX2243.The dynamic height is computed by dividing the NAVD 88
 BX2243.geopotential number by the normal gravity value computed on the
 BX2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2243.degrees latitude (g = 980.6199 gals.).
 BX2243
 BX2243.The modeled gravity was interpolated from observed gravity values.
 BX2243
 BX2243;                    North         East    Units  Estimated Accuracy
 BX2243;SPC LA N     -    82,300.    1,045,200.      MT  (+/- 180 meters Scaled)
 BX2243
 BX2243                          SUPERSEDED SURVEY CONTROL
 BX2243
 BX2243  NAVD 88 (06/15/91)   18.105  (m)           59.40   (f) UNKNOWN     1 1
 BX2243  NGVD 29 (??/??/??)   18.059  (m)           59.25   (f) ADJUSTED    1 1
 BX2243
 BX2243.Superseded values are not recommended for survey control.
 BX2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2243.See file dsdata.txt to determine how the superseded data were derived.
 BX2243
 BX2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ927567(NAD 83)
 BX2243_MARKER: DB = BENCH MARK DISK
 BX2243_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2243+WITH SETTING: INTO GROUND
 BX2243_SP_SET: METAL ROD WITH BASE PLATE
 BX2243_STAMPING: P 302 1977
 BX2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2243+STABILITY: SURFACE MOTION
 BX2243
 BX2243  HISTORY     - Date     Condition        Report By
 BX2243  HISTORY     - 1977     MONUMENTED       NGS
 BX2243
 BX2243                          STATION DESCRIPTION
 BX2243
 BX2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2243'12.5 MI NE FROM EFFIE.
 BX2243'12.5 MILES NORTHEAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2243'STATE HIGHWAYS 1196, 107, AND 115 AT EFFIE, ON PROPERTY OWNED BY
 BX2243'MR. WEBB GUILLOT, 86 FEET EAST OF THE EAST CORNER OF A METAL SHACK,
 BX2243'29 FEET NORTH OF THE CENTER LINE OF HIGHWAY, AND 3 FEET NORTH OF A
 BX2243'POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2319 ***********************************************************************
 BX2319  DESIGNATION -  P 303
 BX2319  PID         -  BX2319
 BX2319  STATE/COUNTY-  LA/NATCHITOCHES
 BX2319  USGS QUAD   -  MONTGOMERY (1993)
 BX2319
 BX2319                         *CURRENT SURVEY CONTROL
 BX2319  ___________________________________________________________________
 BX2319* NAD 83(1986)-  31 41 59.     (N)    092 58 13.     (W)     SCALED    
 BX2319* NAVD 88     -        32.920  (meters)     108.00   (feet)  ADJUSTED  
 BX2319  ___________________________________________________________________
 BX2319  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2319  DYNAMIC HT  -          32.880 (meters)     107.87  (feet)  COMP
 BX2319  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 BX2319
 BX2319  VERT ORDER  -  FIRST     CLASS I
 BX2319
 BX2319.The horizontal coordinates were scaled from a topographic map and have
 BX2319.an estimated accuracy of +/- 6 seconds.
 BX2319
 BX2319.The orthometric height was determined by differential leveling
 BX2319.and adjusted by the National Geodetic Survey in February 1994..
 BX2319
 BX2319.The geoid height was determined by GEOID03.
 BX2319
 BX2319.The dynamic height is computed by dividing the NAVD 88
 BX2319.geopotential number by the normal gravity value computed on the
 BX2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2319.degrees latitude (g = 980.6199 gals.).
 BX2319
 BX2319.The modeled gravity was interpolated from observed gravity values.
 BX2319
 BX2319;                    North         East    Units  Estimated Accuracy
 BX2319;SPC LA N     -   133,120.      955,420.      MT  (+/- 180 meters Scaled)
 BX2319
 BX2319                          SUPERSEDED SURVEY CONTROL
 BX2319
 BX2319  NAVD 88 (06/15/91)   32.919  (m)          108.00   (f) UNKNOWN     1 1
 BX2319  NGVD 29 (??/??/??)   32.950  (m)          108.10   (f) ADJUSTED    1 1
 BX2319
 BX2319.Superseded values are not recommended for survey control.
 BX2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2319.See file dsdata.txt to determine how the superseded data were derived.
 BX2319
 BX2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR028071(NAD 83)
 BX2319_MARKER: DB = BENCH MARK DISK
 BX2319_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2319+WITH SETTING: INTO GROUND
 BX2319_SP_SET: METAL ROD WITH BASE PLATE
 BX2319_STAMPING: P 303 1977
 BX2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2319+STABILITY: SURFACE MOTION
 BX2319
 BX2319  HISTORY     - Date     Condition        Report By
 BX2319  HISTORY     - 1977     MONUMENTED       NGS
 BX2319
 BX2319                          STATION DESCRIPTION
 BX2319
 BX2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2319'14.0 MI SE FROM NATCHITOCHES.
 BX2319'3.3 MILES NORTHEAST ALONG WILLIAMS AVENUE FROM THE JUNCTION OF
 BX2319'WILLIAMS AVENUE AND THE NORTH BRIDGE OVER THE CANE RIVER AT
 BX2319'NATCHITOCHES, THENCE 10.7 MILES SOUTHEAST ALONG A GRAVEL ROAD
 BX2319'WHICH IS ALSO THE LEVEE, THE MARK IS ALSO 20.95 MILES NORTHWEST
 BX2319'OF CLOUTIERVILLE, 69 FEET SOUTHWEST OF THE CENTER OF THE LEVEE,
 BX2319'58 FEET SOUTHWEST OF MILEPOST 14, AND 1 FOOT NORTHEAST OF
 BX2319'A FENCE AT THE TOE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2343 ***********************************************************************
 BX2343  DESIGNATION -  P 304
 BX2343  PID         -  BX2343
 BX2343  STATE/COUNTY-  LA/NATCHITOCHES
 BX2343  USGS QUAD   -  POWHATAN (1992)
 BX2343
 BX2343                         *CURRENT SURVEY CONTROL
 BX2343  ___________________________________________________________________
 BX2343* NAD 83(1986)-  31 50 35.     (N)    093 07 57.     (W)     SCALED    
 BX2343* NAVD 88     -        35.787  (meters)     117.41   (feet)  ADJUSTED  
 BX2343  ___________________________________________________________________
 BX2343  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2343  DYNAMIC HT  -          35.745 (meters)     117.27  (feet)  COMP
 BX2343  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 BX2343
 BX2343  VERT ORDER  -  FIRST     CLASS I
 BX2343
 BX2343.The horizontal coordinates were scaled from a topographic map and have
 BX2343.an estimated accuracy of +/- 6 seconds.
 BX2343
 BX2343.The orthometric height was determined by differential leveling
 BX2343.and adjusted by the National Geodetic Survey in February 1994..
 BX2343
 BX2343.The geoid height was determined by GEOID03.
 BX2343
 BX2343.The dynamic height is computed by dividing the NAVD 88
 BX2343.geopotential number by the normal gravity value computed on the
 BX2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2343.degrees latitude (g = 980.6199 gals.).
 BX2343
 BX2343.The modeled gravity was interpolated from observed gravity values.
 BX2343
 BX2343;                    North         East    Units  Estimated Accuracy
 BX2343;SPC LA N     -   149,090.      940,140.      MT  (+/- 180 meters Scaled)
 BX2343
 BX2343                          SUPERSEDED SURVEY CONTROL
 BX2343
 BX2343  NAVD 88 (06/15/91)   35.786  (m)          117.41   (f) UNKNOWN     1 1
 BX2343  NGVD 29 (??/??/??)   35.837  (m)          117.58   (f) ADJUSTED    1 1
 BX2343
 BX2343.Superseded values are not recommended for survey control.
 BX2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2343.See file dsdata.txt to determine how the superseded data were derived.
 BX2343
 BX2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR874230(NAD 83)
 BX2343_MARKER: DB = BENCH MARK DISK
 BX2343_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2343+WITH SETTING: INTO GROUND
 BX2343_SP_SET: METAL ROD WITH BASE PLATE
 BX2343_STAMPING: P 304 1977
 BX2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2343+STABILITY: SURFACE MOTION
 BX2343
 BX2343  HISTORY     - Date     Condition        Report By
 BX2343  HISTORY     - 1977     MONUMENTED       NGS
 BX2343
 BX2343                          STATION DESCRIPTION
 BX2343
 BX2343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2343'4.5 MI SE FROM POWHATAN.
 BX2343'4.5 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX2343'JUNCTION OF STATE HIGHWAY 485 AT POWHATAN, 20 FEET NORTH-NORTHEAST
 BX2343'OF THE NORTH-NORTHEAST RAIL, 29 FEET SOUTH-SOUTHWEST OF A BARBED WIRE
 BX2343'FENCE, 23 FEET WEST-NORTHWEST OF THE CENTER OF A FIELD ROAD WHICH
 BX2343'CROSSES THE TRACKS, AND 7 FEET SOUTHEAST OF A POWERLINE POLE NUMBER
 BX2343'794 232 G WITH 2 GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2119 ***********************************************************************
 CQ2119  DESIGNATION -  P 305
 CQ2119  PID         -  CQ2119
 CQ2119  STATE/COUNTY-  LA/CADDO
 CQ2119  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2119
 CQ2119                         *CURRENT SURVEY CONTROL
 CQ2119  ___________________________________________________________________
 CQ2119* NAD 83(1986)-  32 30 26.     (N)    093 43 33.     (W)     SCALED    
 CQ2119* NAVD 88     -        51.692  (meters)     169.59   (feet)  ADJUSTED  
 CQ2119  ___________________________________________________________________
 CQ2119  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2119  DYNAMIC HT  -          51.634 (meters)     169.40  (feet)  COMP
 CQ2119  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 CQ2119
 CQ2119  VERT ORDER  -  FIRST     CLASS I
 CQ2119
 CQ2119.The horizontal coordinates were scaled from a topographic map and have
 CQ2119.an estimated accuracy of +/- 6 seconds.
 CQ2119
 CQ2119.The orthometric height was determined by differential leveling
 CQ2119.and adjusted by the National Geodetic Survey in June 1991..
 CQ2119
 CQ2119.The geoid height was determined by GEOID03.
 CQ2119
 CQ2119.The dynamic height is computed by dividing the NAVD 88
 CQ2119.geopotential number by the normal gravity value computed on the
 CQ2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2119.degrees latitude (g = 980.6199 gals.).
 CQ2119
 CQ2119.The modeled gravity was interpolated from observed gravity values.
 CQ2119
 CQ2119;                    North         East    Units  Estimated Accuracy
 CQ2119;SPC LA N     -   223,210.      884,820.      MT  (+/- 180 meters Scaled)
 CQ2119
 CQ2119                          SUPERSEDED SURVEY CONTROL
 CQ2119
 CQ2119  NGVD 29 (??/??/??)   51.760  (m)          169.82   (f) ADJUSTED    1 1
 CQ2119
 CQ2119.Superseded values are not recommended for survey control.
 CQ2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2119.See file dsdata.txt to determine how the superseded data were derived.
 CQ2119
 CQ2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR318968(NAD 83)
 CQ2119_MARKER: DB = BENCH MARK DISK
 CQ2119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2119_SP_SET: VERTICAL IN BRIDGE PIER
 CQ2119_STAMPING: P 305 1977
 CQ2119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2119
 CQ2119  HISTORY     - Date     Condition        Report By
 CQ2119  HISTORY     - 1977     MONUMENTED       NGS
 CQ2119  HISTORY     - 1995     GOOD             USPSQD
 CQ2119  HISTORY     - 19950429 GOOD             USPSQD
 CQ2119  HISTORY     - 19990206 GOOD             USPSQD
 CQ2119
 CQ2119                          STATION DESCRIPTION
 CQ2119
 CQ2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2119'1.3 MI SE FROM SHREVEPORT.
 CQ2119'1.3 MILES SOUTHEAST ALONG CLYDE FANT PARKWAY FROM THE CIVIC THEATER
 CQ2119'AT SHREVEPORT, 29 FEET NORTH OF THE CENTER LINE OF THE NORTH BOUND
 CQ2119'LANE OF PARKWAY, 4 FEET NORTHWEST OF THE SOUTHEAST END OF THE PIER
 CQ2119'NORTH OF THE PARKWAY, AND SET VERTICALLY IN THE SOUTH FACE OF THE
 CQ2119'PIER FOR THE SAINT LOUIS AND SOUTHWESTERN RAILROAD BRIDGE OVER THE
 CQ2119'RED RIVER.
 CQ2119
 CQ2119                          STATION RECOVERY (1995)
 CQ2119
 CQ2119'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2119'RECOVERED IN GOOD CONDITION.
 CQ2119
 CQ2119                          STATION RECOVERY (1995)
 CQ2119
 CQ2119'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2119'RECOVERED IN GOOD CONDITION.
 CQ2119
 CQ2119                          STATION RECOVERY (1999)
 CQ2119
 CQ2119'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2149 ***********************************************************************
 CQ2149  DESIGNATION -  P 306
 CQ2149  PID         -  CQ2149
 CQ2149  STATE/COUNTY-  LA/CADDO
 CQ2149  USGS QUAD   -  DIXIE (1982)
 CQ2149
 CQ2149                         *CURRENT SURVEY CONTROL
 CQ2149  ___________________________________________________________________
 CQ2149* NAD 83(1986)-  32 42 46.     (N)    093 50 04.     (W)     SCALED    
 CQ2149* NAVD 88     -        56.825  (meters)     186.43   (feet)  ADJUSTED  
 CQ2149  ___________________________________________________________________
 CQ2149  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ2149  DYNAMIC HT  -          56.762 (meters)     186.23  (feet)  COMP
 CQ2149  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CQ2149
 CQ2149  VERT ORDER  -  FIRST     CLASS I
 CQ2149
 CQ2149.The horizontal coordinates were scaled from a topographic map and have
 CQ2149.an estimated accuracy of +/- 6 seconds.
 CQ2149
 CQ2149.The orthometric height was determined by differential leveling
 CQ2149.and adjusted by the National Geodetic Survey in June 1991..
 CQ2149
 CQ2149.The geoid height was determined by GEOID03.
 CQ2149
 CQ2149.The dynamic height is computed by dividing the NAVD 88
 CQ2149.geopotential number by the normal gravity value computed on the
 CQ2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2149.degrees latitude (g = 980.6199 gals.).
 CQ2149
 CQ2149.The modeled gravity was interpolated from observed gravity values.
 CQ2149
 CQ2149;                    North         East    Units  Estimated Accuracy
 CQ2149;SPC LA N     -   246,120.      874,890.      MT  (+/- 180 meters Scaled)
 CQ2149
 CQ2149                          SUPERSEDED SURVEY CONTROL
 CQ2149
 CQ2149  NGVD 29 (??/??/??)   56.882  (m)          186.62   (f) ADJUSTED    1 1
 CQ2149
 CQ2149.Superseded values are not recommended for survey control.
 CQ2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2149.See file dsdata.txt to determine how the superseded data were derived.
 CQ2149
 CQ2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS217197(NAD 83)
 CQ2149_MARKER: DB = BENCH MARK DISK
 CQ2149_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2149+WITH SETTING: INTO GROUND
 CQ2149_SP_SET: METAL ROD WITH BASE PLATE
 CQ2149_STAMPING: P 306 1977
 CQ2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2149+STABILITY: SURFACE MOTION
 CQ2149
 CQ2149  HISTORY     - Date     Condition        Report By
 CQ2149  HISTORY     - 1977     MONUMENTED       NGS
 CQ2149  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2149
 CQ2149                          STATION DESCRIPTION
 CQ2149
 CQ2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2149'1.3 MI NORTH FROM DIXIE.
 CQ2149'1.3 MILES NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2149'DIXIE, 102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET EAST
 CQ2149'OF THE EAST RAIL OF THE TEXAS AND PACIFIC RAILROAD, 12 FEET NORTH OF
 CQ2149'THE CENTER LINE OF A FIELD ROAD CROSSING THE TRACKS AND LEADING EAST
 CQ2149'TO THE LEVEE, AND 2 FEET EAST OF A BARBED WIRE FENCE. THE WITNESS
 CQ2149'POST IS PAINTED ORANGE.
 CQ2149
 CQ2149                          STATION RECOVERY (1999)
 CQ2149
 CQ2149'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2177 ***********************************************************************
 CQ2177  DESIGNATION -  P 307
 CQ2177  PID         -  CQ2177
 CQ2177  STATE/COUNTY-  LA/CADDO
 CQ2177  USGS QUAD   -  WARDVIEW (1971)
 CQ2177
 CQ2177                         *CURRENT SURVEY CONTROL
 CQ2177  ___________________________________________________________________
 CQ2177* NAD 83(1986)-  32 56 11.     (N)    093 49 38.     (W)     SCALED    
 CQ2177* NAVD 88     -        61.875  (meters)     203.00   (feet)  ADJUSTED  
 CQ2177  ___________________________________________________________________
 CQ2177  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CQ2177  DYNAMIC HT  -          61.807 (meters)     202.78  (feet)  COMP
 CQ2177  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CQ2177
 CQ2177  VERT ORDER  -  FIRST     CLASS I
 CQ2177
 CQ2177.The horizontal coordinates were scaled from a topographic map and have
 CQ2177.an estimated accuracy of +/- 6 seconds.
 CQ2177
 CQ2177.The orthometric height was determined by differential leveling
 CQ2177.and adjusted by the National Geodetic Survey in June 1991..
 CQ2177
 CQ2177.The geoid height was determined by GEOID03.
 CQ2177
 CQ2177.The dynamic height is computed by dividing the NAVD 88
 CQ2177.geopotential number by the normal gravity value computed on the
 CQ2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2177.degrees latitude (g = 980.6199 gals.).
 CQ2177
 CQ2177.The modeled gravity was interpolated from observed gravity values.
 CQ2177
 CQ2177;                    North         East    Units  Estimated Accuracy
 CQ2177;SPC LA N     -   270,910.      875,870.      MT  (+/- 180 meters Scaled)
 CQ2177
 CQ2177                          SUPERSEDED SURVEY CONTROL
 CQ2177
 CQ2177  NGVD 29 (??/??/??)   61.914  (m)          203.13   (f) ADJUSTED    1 1
 CQ2177
 CQ2177.Superseded values are not recommended for survey control.
 CQ2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2177.See file dsdata.txt to determine how the superseded data were derived.
 CQ2177
 CQ2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS226445(NAD 83)
 CQ2177_MARKER: DB = BENCH MARK DISK
 CQ2177_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2177+WITH SETTING: INTO GROUND
 CQ2177_SP_SET: METAL ROD WITH BASE PLATE
 CQ2177_STAMPING: P 307 1977
 CQ2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2177+STABILITY: SURFACE MOTION
 CQ2177
 CQ2177  HISTORY     - Date     Condition        Report By
 CQ2177  HISTORY     - 1977     MONUMENTED       NGS
 CQ2177  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2177
 CQ2177                          STATION DESCRIPTION
 CQ2177
 CQ2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2177'9.6 MI NORTH FROM GILLIAM.
 CQ2177'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 CQ2177'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 0.9 MILE EAST
 CQ2177'ALONG DOMINICK ROAD NU MBER 1, ALSO CAN BE REACHED BY TRAVELING 5.3
 CQ2177'MILES NORTH ALONG MAIN STREET FROM THE JUNCTION OF STATE HIGHWAY 3049
 CQ2177'AT GILLIAM, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 2, THENCE 3.2
 CQ2177'MILES NORTH ALONG THE LEVEE, 48 FEET WEST-SOUTHWEST OF THE CENTER
 CQ2177'LINE OF THE LEVEE, IN LINE WITH THE CENTER OF DOMINICK ROAD NUMBER 1,
 CQ2177'13 FEET EAST-NORTHEAST OF THE CENTER OF A DIRT ROAD, AND 1 FOOT
 CQ2177'EAST-NORTHEAST OF A BARBED WIRE FENCE.
 CQ2177
 CQ2177                          STATION RECOVERY (1999)
 CQ2177
 CQ2177'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2417 ***********************************************************************
 CQ2417  DESIGNATION -  P 329
 CQ2417  PID         -  CQ2417
 CQ2417  STATE/COUNTY-  LA/WEBSTER
 CQ2417  USGS QUAD   -  FRYEBURG (1986)
 CQ2417
 CQ2417                         *CURRENT SURVEY CONTROL
 CQ2417  ___________________________________________________________________
 CQ2417* NAD 83(1986)-  32 27 42.     (N)    093 12 24.     (W)     SCALED    
 CQ2417* NAVD 88     -        69.43   (+/-2cm)     227.8    (feet)  VERTCON   
 CQ2417  ___________________________________________________________________
 CQ2417  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2417
 CQ2417  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2417
 CQ2417.The horizontal coordinates were scaled from a topographic map and have
 CQ2417.an estimated accuracy of +/- 6 seconds.
 CQ2417
 CQ2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2417.The vertical order pertains to the NGVD 29 superseded value.
 CQ2417
 CQ2417.The geoid height was determined by GEOID03.
 CQ2417
 CQ2417;                    North         East    Units  Estimated Accuracy
 CQ2417;SPC LA N     -   217,720.      933,570.      MT  (+/- 180 meters Scaled)
 CQ2417
 CQ2417                          SUPERSEDED SURVEY CONTROL
 CQ2417
 CQ2417  NGVD 29 (??/??/??)   69.500  (m)          228.02   (f) ADJUSTED    1 1
 CQ2417
 CQ2417.Superseded values are not recommended for survey control.
 CQ2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2417.See file dsdata.txt to determine how the superseded data were derived.
 CQ2417
 CQ2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR805916(NAD 83)
 CQ2417_MARKER: DB = BENCH MARK DISK
 CQ2417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2417_SP_SET: 23 FT 5/8 IN ROD
 CQ2417_STAMPING: P 329 1977
 CQ2417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2417
 CQ2417  HISTORY     - Date     Condition        Report By
 CQ2417  HISTORY     - 1977     MONUMENTED       NGS
 CQ2417
 CQ2417                          STATION DESCRIPTION
 CQ2417
 CQ2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2417'7.7 MI S FROM DUBBERLY.
 CQ2417'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2417'ERLY, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH-
 CQ2417'EAST OF A GUY WIRE, 17 FEET SUOUTHWEST OF A FENCE CORNER, 15 FEET WEST
 CQ2417'OF A GUY WIRE, 10 FT NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 CQ2417'LEADING WEST, AND 10 FEET EAST OF A JUNCTION POWERLINE POLE WITH A
 CQ2417'TRANSFORMER AND TWO GUY WIRES.
 CQ2417'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2417'IN A PIPE PROJECTING +1 INCH.
 CQ2417'1 FOOT BELOW HIGHWAY
 CQ2417'1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2456 ***********************************************************************
 CQ2456  DESIGNATION -  P 330
 CQ2456  PID         -  CQ2456
 CQ2456  STATE/COUNTY-  LA/BIENVILLE
 CQ2456  USGS QUAD   -  BIENVILLE (1986)
 CQ2456
 CQ2456                         *CURRENT SURVEY CONTROL
 CQ2456  ___________________________________________________________________
 CQ2456* NAD 83(1986)-  32 15 23.     (N)    092 55 42.     (W)     SCALED    
 CQ2456* NAVD 88     -        92.00   (+/-2cm)     301.8    (feet)  VERTCON   
 CQ2456  ___________________________________________________________________
 CQ2456  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2456
 CQ2456  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2456
 CQ2456.The horizontal coordinates were scaled from a topographic map and have
 CQ2456.an estimated accuracy of +/- 6 seconds.
 CQ2456
 CQ2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2456.The vertical order pertains to the NGVD 29 superseded value.
 CQ2456
 CQ2456.The geoid height was determined by GEOID03.
 CQ2456
 CQ2456;                    North         East    Units  Estimated Accuracy
 CQ2456;SPC LA N     -   194,820.      959,640.      MT  (+/- 180 meters Scaled)
 CQ2456
 CQ2456                          SUPERSEDED SURVEY CONTROL
 CQ2456
 CQ2456  NGVD 29 (??/??/??)   92.058  (m)          302.03   (f) ADJUSTED    1 1
 CQ2456
 CQ2456.Superseded values are not recommended for survey control.
 CQ2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2456.See file dsdata.txt to determine how the superseded data were derived.
 CQ2456
 CQ2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR067688(NAD 83)
 CQ2456_MARKER: DB = BENCH MARK DISK
 CQ2456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2456_SP_SET: 25 FEET
 CQ2456_STAMPING: P 330 1977
 CQ2456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2456
 CQ2456  HISTORY     - Date     Condition        Report By
 CQ2456  HISTORY     - 1977     MONUMENTED       NGS
 CQ2456
 CQ2456                          STATION DESCRIPTION
 CQ2456
 CQ2456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2456'4.0 MI NW FROM FRIENDSHIP.
 CQ2456'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ2456'STATE HIGHWAY 501 AT FRIENDSHIP, THENCE 0.4 MILE NORTHEAST ALONG
 CQ2456'A TRACK ROAD, AT THE TOP OF A HILL, ABOUT 300 FEET EAST OF THE
 CQ2456'CENTER OF THE JUNCTION OF THE TRACK ROAD AND THE NORTH SOUTH BARBED
 CQ2456'WIRE FENCE SECTION LINE, ABOUT 110 FEET NORTHWEST OF A LONE 24 INCH
 CQ2456'OAK TREE AND 1 FOOT SOUTH OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2442 ***********************************************************************
 CQ2442  DESIGNATION -  P 333
 CQ2442  PID         -  CQ2442
 CQ2442  STATE/COUNTY-  LA/BIENVILLE
 CQ2442  USGS QUAD   -  SALINE (1986)
 CQ2442
 CQ2442                         *CURRENT SURVEY CONTROL
 CQ2442  ___________________________________________________________________
 CQ2442* NAD 83(1986)-  32 09 51.     (N)    092 58 01.     (W)     SCALED    
 CQ2442* NAVD 88     -        49.75   (+/-2cm)     163.2    (feet)  VERTCON   
 CQ2442  ___________________________________________________________________
 CQ2442  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2442
 CQ2442  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2442
 CQ2442.The horizontal coordinates were scaled from a topographic map and have
 CQ2442.an estimated accuracy of +/- 6 seconds.
 CQ2442
 CQ2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2442.The vertical order pertains to the NGVD 29 superseded value.
 CQ2442
 CQ2442.The geoid height was determined by GEOID03.
 CQ2442
 CQ2442;                    North         East    Units  Estimated Accuracy
 CQ2442;SPC LA N     -   184,610.      955,960.      MT  (+/- 180 meters Scaled)
 CQ2442
 CQ2442                          SUPERSEDED SURVEY CONTROL
 CQ2442
 CQ2442  NGVD 29 (??/??/??)   49.803  (m)          163.40   (f) ADJUSTED    1 1
 CQ2442
 CQ2442.Superseded values are not recommended for survey control.
 CQ2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2442.See file dsdata.txt to determine how the superseded data were derived.
 CQ2442
 CQ2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR031586(NAD 83)
 CQ2442_MARKER: DB = BENCH MARK DISK
 CQ2442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2442_SP_SET: 60 FEET
 CQ2442_STAMPING: P 333 1977
 CQ2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2442
 CQ2442  HISTORY     - Date     Condition        Report By
 CQ2442  HISTORY     - 1977     MONUMENTED       NGS
 CQ2442
 CQ2442                          STATION DESCRIPTION
 CQ2442
 CQ2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2442'0.4 MI EAST FROM SALINE.
 CQ2442'0.4 MILE EAST ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF STATE
 CQ2442'HIGHWAY 9 AT SALINE, ON THE OUTSIDE OF A CURVE, 110 FEET SOUTHWEST
 CQ2442'OF THE CENTER OF THE JUNCTION OF A PAVED ROAD LEADING SOUTH, 108
 CQ2442'FEET WEST OF THE CENTER LINE OF THE ROAD, 46 FEET SOUTH OF THE CENTER
 CQ2442'LINE OF THE HIGHWAY, 13 FEET NORTH OF A BARBED WIRE FENCE, AND 10
 CQ2442'FEET EAST OF A JUNCTION POWER LINE POLE. DRIVEN TO GRADUAL REFUSAL
 CQ2442'AT 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1826 ***********************************************************************
 BW1826  DESIGNATION -  P 336
 BW1826  PID         -  BW1826
 BW1826  STATE/COUNTY-  LA/CONCORDIA
 BW1826  USGS QUAD   -  FAIRVIEW (1983)
 BW1826
 BW1826                         *CURRENT SURVEY CONTROL
 BW1826  ___________________________________________________________________
 BW1826* NAD 83(1986)-  31 22 05.     (N)    091 34 36.     (W)     SCALED    
 BW1826* NAVD 88     -        15.423  (meters)      50.60   (feet)  ADJUSTED  
 BW1826  ___________________________________________________________________
 BW1826  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BW1826  DYNAMIC HT  -          15.405 (meters)      50.54  (feet)  COMP
 BW1826  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 BW1826
 BW1826  VERT ORDER  -  FIRST     CLASS II
 BW1826
 BW1826.The horizontal coordinates were scaled from a topographic map and have
 BW1826.an estimated accuracy of +/- 6 seconds.
 BW1826
 BW1826.The orthometric height was determined by differential leveling
 BW1826.and adjusted by the National Geodetic Survey in February 1994..
 BW1826
 BW1826.The geoid height was determined by GEOID03.
 BW1826
 BW1826.The dynamic height is computed by dividing the NAVD 88
 BW1826.geopotential number by the normal gravity value computed on the
 BW1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1826.degrees latitude (g = 980.6199 gals.).
 BW1826
 BW1826.The modeled gravity was interpolated from observed gravity values.
 BW1826
 BW1826;                    North         East    Units  Estimated Accuracy
 BW1826;SPC LA N     -    96,620.    1,087,840.      MT  (+/- 180 meters Scaled)
 BW1826
 BW1826                          SUPERSEDED SURVEY CONTROL
 BW1826
 BW1826  NAVD 88 (06/15/91)   15.444  (m)           50.67   (f) UNKNOWN     1 2
 BW1826  NGVD 29 (??/??/??)   15.410  (m)           50.56   (f) ADJUSTED    1 2
 BW1826
 BW1826.Superseded values are not recommended for survey control.
 BW1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1826.See file dsdata.txt to determine how the superseded data were derived.
 BW1826
 BW1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ353712(NAD 83)
 BW1826_MARKER: DB = BENCH MARK DISK
 BW1826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1826_SP_SET: STAINLESS STEEL ROD
 BW1826_STAMPING: P 336 1979
 BW1826_PROJECTION: RECESSED 5 CENTIMETERS
 BW1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1826_ROD/PIPE-DEPTH: 9.14 meters
 BW1826
 BW1826  HISTORY     - Date     Condition        Report By
 BW1826  HISTORY     - 1979     MONUMENTED       NGS
 BW1826
 BW1826                          STATION DESCRIPTION
 BW1826
 BW1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1826'3.7 MI SSE FROM DEER PARK.
 BW1826'3.7 MILES SOUTH-SOUTHEAST ALONG THE LOWER GRAVEL ROAD ON THE LEVEE
 BW1826'FROM THE JUNCTION OF STATE HIGHWAY 15 IN DEER PARK, AT AN OLD 1-
 BW1826'STORY WOODEN FRAME HOUSE, 114 FEET WEST-SOUTHWEST OF THE CENTER OF
 BW1826'THE GRAVEL ROAD, 81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BW1826'HOUSE, 36 FEET NORTH-NORTHEAST OF A WOODEN FENCE CORNER POST, 3.5
 BW1826'FEET EAST-NORTHEAST OF A POWER POLE BEARING A TRANSFORNER AND
 BW1826'THREE GUY WIRES.
 BW1826'THE MARK IS 1 FT  SSE FROM A WITNESS POST.
 BW1826'THE MARK IS 15 FT BELOW LOWER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1868 ***********************************************************************
 BW1868  DESIGNATION -  P 337
 BW1868  PID         -  BW1868
 BW1868  STATE/COUNTY-  LA/TENSAS
 BW1868  USGS QUAD   -  WATERPROOF (1994)
 BW1868
 BW1868                         *CURRENT SURVEY CONTROL
 BW1868  ___________________________________________________________________
 BW1868* NAD 83(1986)-  31 48 13.     (N)    091 23 02.     (W)     SCALED    
 BW1868* NAVD 88     -        20.678  (meters)      67.84   (feet)  ADJUSTED  
 BW1868  ___________________________________________________________________
 BW1868  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW1868  DYNAMIC HT  -          20.654 (meters)      67.76  (feet)  COMP
 BW1868  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 BW1868
 BW1868  VERT ORDER  -  FIRST     CLASS II
 BW1868
 BW1868.The horizontal coordinates were scaled from a topographic map and have
 BW1868.an estimated accuracy of +/- 6 seconds.
 BW1868
 BW1868.The orthometric height was determined by differential leveling
 BW1868.and adjusted by the National Geodetic Survey in February 1994..
 BW1868
 BW1868.The geoid height was determined by GEOID03.
 BW1868
 BW1868.The dynamic height is computed by dividing the NAVD 88
 BW1868.geopotential number by the normal gravity value computed on the
 BW1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1868.degrees latitude (g = 980.6199 gals.).
 BW1868
 BW1868.The modeled gravity was interpolated from observed gravity values.
 BW1868
 BW1868;                    North         East    Units  Estimated Accuracy
 BW1868;SPC LA N     -   145,080.    1,105,680.      MT  (+/- 180 meters Scaled)
 BW1868
 BW1868                          SUPERSEDED SURVEY CONTROL
 BW1868
 BW1868  NAVD 88 (06/15/91)   20.691  (m)           67.88   (f) UNKNOWN     1 2
 BW1868  NGVD 29 (??/??/??)   20.686  (m)           67.87   (f) ADJUSTED    1 2
 BW1868
 BW1868.Superseded values are not recommended for survey control.
 BW1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1868.See file dsdata.txt to determine how the superseded data were derived.
 BW1868
 BW1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR529198(NAD 83)
 BW1868_MARKER: DB = BENCH MARK DISK
 BW1868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1868_SP_SET: STAINLESS STEEL ROD
 BW1868_STAMPING: P 337 1979
 BW1868_PROJECTION: RECESSED 5 CENTIMETERS
 BW1868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1868_ROD/PIPE-DEPTH: 7.62 meters
 BW1868
 BW1868  HISTORY     - Date     Condition        Report By
 BW1868  HISTORY     - 1979     MONUMENTED       NGS
 BW1868
 BW1868                          STATION DESCRIPTION
 BW1868
 BW1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1868'IN WATERPROOF.
 BW1868'IN WATERPROOF AT THE POST OFFICE, 0.05 MILE NORTHEAST OF THE WATER
 BW1868'TANK AND THE JUNCTION OF 4TH STREET, SET ON THE NORTHEAST SIDE OF
 BW1868'THE BUILDING NEAR THE MAIN ENTRANCE, 40 FEET NORTHWEST OF THE
 BW1868'CENTER LINE OF MAIN STREET, 3 FEET NORTHWEST OF THE NORTHWEST EDGE
 BW1868'OF THE SIDEWALK, 2.5 FEET NORTH OF THE EAST CORNER OF THE POST
 BW1868'OFFICE, 1 FOOT NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING.
 BW1868'THE MARK IS 1 FT ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2302 ***********************************************************************
 CP2302  DESIGNATION -  P 338
 CP2302  PID         -  CP2302
 CP2302  STATE/COUNTY-  LA/MADISON
 CP2302  USGS QUAD   -  BEDFORD (1963)
 CP2302
 CP2302                         *CURRENT SURVEY CONTROL
 CP2302  ___________________________________________________________________
 CP2302* NAD 83(1986)-  32 14 40.     (N)    091 05 48.     (W)     SCALED    
 CP2302* NAVD 88     -        25.888  (meters)      84.93   (feet)  ADJUSTED  
 CP2302  ___________________________________________________________________
 CP2302  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP2302  DYNAMIC HT  -          25.858 (meters)      84.84  (feet)  COMP
 CP2302  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CP2302
 CP2302  VERT ORDER  -  FIRST     CLASS II
 CP2302
 CP2302.The horizontal coordinates were scaled from a topographic map and have
 CP2302.an estimated accuracy of +/- 6 seconds.
 CP2302
 CP2302.The orthometric height was determined by differential leveling
 CP2302.and adjusted by the National Geodetic Survey in February 1994..
 CP2302
 CP2302.The geoid height was determined by GEOID03.
 CP2302
 CP2302.The dynamic height is computed by dividing the NAVD 88
 CP2302.geopotential number by the normal gravity value computed on the
 CP2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2302.degrees latitude (g = 980.6199 gals.).
 CP2302
 CP2302.The modeled gravity was interpolated from observed gravity values.
 CP2302
 CP2302;                    North         East    Units  Estimated Accuracy
 CP2302;SPC LA N     -   194,270.    1,132,240.      MT  (+/- 180 meters Scaled)
 CP2302
 CP2302                          SUPERSEDED SURVEY CONTROL
 CP2302
 CP2302  NAVD 88 (06/15/91)   25.891  (m)           84.94   (f) UNKNOWN     1 2
 CP2302  NGVD 29 (??/??/??)   25.916  (m)           85.03   (f) ADJUSTED    1 2
 CP2302
 CP2302.Superseded values are not recommended for survey control.
 CP2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2302.See file dsdata.txt to determine how the superseded data were derived.
 CP2302
 CP2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR793691(NAD 83)
 CP2302_MARKER: DB = BENCH MARK DISK
 CP2302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2302_SP_SET: STAINLESS STEEL ROD
 CP2302_STAMPING: P 338 1979
 CP2302_PROJECTION: RECESSED 5 CENTIMETERS
 CP2302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2302_ROD/PIPE-DEPTH: 9.14 meters
 CP2302
 CP2302  HISTORY     - Date     Condition        Report By
 CP2302  HISTORY     - 1979     MONUMENTED       NGS
 CP2302
 CP2302                          STATION DESCRIPTION
 CP2302
 CP2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2302'14.2 MI SW FROM DELTA.
 CP2302'14.15 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2302'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA TO LEVEE STATION MARKER
 CP2302'4200, AND THE MARK ON THE RIGHT, SET AT THE BASE OF THE LEVEE IN A
 CP2302'4-FOOT HIGH BARB WIRE FENCE LINE AND IN LINE WITH LEVEE STATION MARKER
 CP2302'4200, 0.4 MILE SOUTHWEST OF THE CENTER OF A Y-JUNCTION AND ROAD
 CP2302'LEADING NORTH AT A POWER LINE CROSSING THE LEVEE, 102 FEET NORTHWEST
 CP2302'OF THE CENTER OF THE ROAD, 87 FEET NORTHWEST OF LEVEE STATION MARKER
 CP2302'4200, AND 1.3 FEET SOUTHEAST OF THE FENCE AND FENCE POST IN LINE
 CP2302'WITH THE STATION MARKER PAINTED FLUORESCENT ORANGE.
 CP2302'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CP2302'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2049 ***********************************************************************
 CQ2049  DESIGNATION -  P 37
 CQ2049  PID         -  CQ2049
 CQ2049  STATE/COUNTY-  LA/BOSSIER
 CQ2049  USGS QUAD   -  CARTERVILLE (1981)
 CQ2049
 CQ2049                         *CURRENT SURVEY CONTROL
 CQ2049  ___________________________________________________________________
 CQ2049* NAD 83(1986)-  32 54 21.     (N)    093 35 55.     (W)     SCALED    
 CQ2049* NAVD 88     -        72.927  (meters)     239.26   (feet)  ADJUSTED  
 CQ2049  ___________________________________________________________________
 CQ2049  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ2049  DYNAMIC HT  -          72.847 (meters)     239.00  (feet)  COMP
 CQ2049  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 CQ2049
 CQ2049  VERT ORDER  -  SECOND    CLASS 0
 CQ2049
 CQ2049.The horizontal coordinates were scaled from a topographic map and have
 CQ2049.an estimated accuracy of +/- 6 seconds.
 CQ2049
 CQ2049.The orthometric height was determined by differential leveling
 CQ2049.and adjusted by the National Geodetic Survey in June 1991..
 CQ2049
 CQ2049.The geoid height was determined by GEOID03.
 CQ2049
 CQ2049.The dynamic height is computed by dividing the NAVD 88
 CQ2049.geopotential number by the normal gravity value computed on the
 CQ2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2049.degrees latitude (g = 980.6199 gals.).
 CQ2049
 CQ2049.The modeled gravity was interpolated from observed gravity values.
 CQ2049
 CQ2049;                    North         East    Units  Estimated Accuracy
 CQ2049;SPC LA N     -   267,280.      897,220.      MT  (+/- 180 meters Scaled)
 CQ2049
 CQ2049                          SUPERSEDED SURVEY CONTROL
 CQ2049
 CQ2049  NGVD 29 (??/??/??)   72.992  (m)          239.47   (f) ADJUSTED    2 0
 CQ2049
 CQ2049.Superseded values are not recommended for survey control.
 CQ2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2049.See file dsdata.txt to determine how the superseded data were derived.
 CQ2049
 CQ2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS440410(NAD 83)
 CQ2049_MARKER: DB = BENCH MARK DISK
 CQ2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2049_STAMPING: P 37 1934
 CQ2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2049+STABILITY: SURFACE MOTION
 CQ2049
 CQ2049  HISTORY     - Date     Condition        Report By
 CQ2049  HISTORY     - 1934     MONUMENTED       CGS
 CQ2049  HISTORY     - 1955     MARK NOT FOUND   CGS
 CQ2049  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ2049
 CQ2049                          STATION DESCRIPTION
 CQ2049
 CQ2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ2049'6.1 MI E FROM PLAIN DEALING.
 CQ2049'6.1 MILES EAST ALONG STATE HIGHWAY 70 FROM PLAIN DEALING, BOSSIER
 CQ2049'PARISH, ABOUT 226 YARDS EAST OF A HOUSE, ABOUT 130 YARDS WEST OF A
 CQ2049'SMALL BRIDGE, ABOUT 15 YARDS SOUTH OF THE HIGHWAY, AND 8 FEET EAST OF
 CQ2049'AN 18-INCH OAK TREE.  A STANDARD DISK, STAMPED P 37 1934 AND SET IN
 CQ2049'THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY WAS WIDENED.
 CQ2049
 CQ2049                          STATION RECOVERY (2002)
 CQ2049
 CQ2049'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3698 ***********************************************************************
 BJ3698  DESIGNATION -  P 378
 BJ3698  PID         -  BJ3698
 BJ3698  STATE/COUNTY-  LA/POINTE COUPEE
 BJ3698  USGS QUAD   -  LOTTIE (1994)
 BJ3698
 BJ3698                         *CURRENT SURVEY CONTROL
 BJ3698  ___________________________________________________________________
 BJ3698* NAD 83(1986)-  30 33 25.     (N)    091 38 33.     (W)     SCALED    
 BJ3698* NAVD 88     -         8.051  (meters)      26.41   (feet)  ADJUSTED  
 BJ3698  ___________________________________________________________________
 BJ3698  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ3698  DYNAMIC HT  -           8.041 (meters)      26.38  (feet)  COMP
 BJ3698  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ3698
 BJ3698  VERT ORDER  -  FIRST     CLASS II
 BJ3698
 BJ3698.The horizontal coordinates were scaled from a topographic map and have
 BJ3698.an estimated accuracy of +/- 6 seconds.
 BJ3698
 BJ3698.The orthometric height was determined by differential leveling
 BJ3698.and adjusted by the National Geodetic Survey in February 1994..
 BJ3698
 BJ3698.The geoid height was determined by GEOID03.
 BJ3698
 BJ3698.The dynamic height is computed by dividing the NAVD 88
 BJ3698.geopotential number by the normal gravity value computed on the
 BJ3698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3698.degrees latitude (g = 980.6199 gals.).
 BJ3698
 BJ3698.The modeled gravity was interpolated from observed gravity values.
 BJ3698
 BJ3698;                    North         East    Units  Estimated Accuracy
 BJ3698;SPC LA S     -   228,040.      970,340.      MT  (+/- 180 meters Scaled)
 BJ3698
 BJ3698                          SUPERSEDED SURVEY CONTROL
 BJ3698
 BJ3698.No superseded survey control is available for this station.
 BJ3698
 BJ3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP301812(NAD 83)
 BJ3698_MARKER: I = METAL ROD
 BJ3698_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3698_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3698_STAMPING: P 378 1986
 BJ3698_MARK LOGO: NGS   
 BJ3698_PROJECTION: FLUSH
 BJ3698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3698+STABILITY: POSITION/ELEVATION WELL
 BJ3698_ROD/PIPE-DEPTH: 24.4 meters
 BJ3698_SLEEVE-DEPTH  : 9.1 meters
 BJ3698
 BJ3698  HISTORY     - Date     Condition        Report By
 BJ3698  HISTORY     - 1986     MONUMENTED       NGS
 BJ3698
 BJ3698                          STATION DESCRIPTION
 BJ3698
 BJ3698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3698'0.5 KM (0.3 MI) WEST FROM LOTTIE.
 BJ3698'0.08 KM (0.05 MI) WEST ALONG U.S. HIGHWAY 190 FROM THE INTERSECTION OF
 BJ3698'STATE HIGHWAY 81 IN LOTTIE TO THE MARK ON THE LEFT IN THE HIGHWAY
 BJ3698'MEDIAN.  IT IS 6.10 METERS (20.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 BJ3698'OF THE WESTBOUND LANES OF THE HIGHWAY, 19.84 METERS (65.1 FT)
 BJ3698'SOUTH-SOUTHEAST OF UTILITY POLE NO. 704 111 WITH A TRANSFORMER AND
 BJ3698'NINE GUY WIRES, NOTE--POWER LINES CROSS HIGHWAY AT THIS POINT--AND
 BJ3698'8.08 METERS (26.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 BJ3698'EASTBOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 BJ3698'THROUGH A 5-INCH LOGO CAP.
 BJ3698'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 BJ3698'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1599 ***********************************************************************
 CQ1599  DESIGNATION -  P 38
 CQ1599  PID         -  CQ1599
 CQ1599  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1599  USGS QUAD   -  ASHLAND (1986)
 CQ1599
 CQ1599                         *CURRENT SURVEY CONTROL
 CQ1599  ___________________________________________________________________
 CQ1599* NAD 83(1986)-  32 08 30.     (N)    093 05 49.     (W)     SCALED    
 CQ1599* NAVD 88     -        72.35   (+/-2cm)     237.4    (feet)  VERTCON   
 CQ1599  ___________________________________________________________________
 CQ1599  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1599
 CQ1599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1599
 CQ1599.The horizontal coordinates were scaled from a topographic map and have
 CQ1599.an estimated accuracy of +/- 6 seconds.
 CQ1599
 CQ1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1599.The vertical order pertains to the NGVD 29 superseded value.
 CQ1599
 CQ1599.The geoid height was determined by GEOID03.
 CQ1599
 CQ1599;                    North         East    Units  Estimated Accuracy
 CQ1599;SPC LA N     -   182,180.      943,680.      MT  (+/- 180 meters Scaled)
 CQ1599
 CQ1599                          SUPERSEDED SURVEY CONTROL
 CQ1599
 CQ1599  NGVD 29 (??/??/??)   72.400  (m)          237.53   (f) ADJUSTED    2 0
 CQ1599
 CQ1599.Superseded values are not recommended for survey control.
 CQ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1599.See file dsdata.txt to determine how the superseded data were derived.
 CQ1599
 CQ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR908561(NAD 83)
 CQ1599_MARKER: DB = BENCH MARK DISK
 CQ1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1599_STAMPING: P 38 1934
 CQ1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1599+STABILITY: SURFACE MOTION
 CQ1599
 CQ1599  HISTORY     - Date     Condition        Report By
 CQ1599  HISTORY     - 1934     MONUMENTED       CGS
 CQ1599  HISTORY     - 1943     GOOD             LOCSUR
 CQ1599  HISTORY     - 1983     MARK NOT FOUND   USGS
 CQ1599
 CQ1599                          STATION DESCRIPTION
 CQ1599
 CQ1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1599'IN ASHLAND.
 CQ1599'AT ASHLAND, NATCHITOCHES PARISH, 33 FEET SOUTHEAST OF THE LOUISIANA
 CQ1599'AND ARKANSAS RAILWAY STATION, ABOUT 10 POLES SOUTHEAST OF MILEPOST
 CQ1599'114, AND 25 FEET NORTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED P
 CQ1599'38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1599
 CQ1599                          STATION RECOVERY (1943)
 CQ1599
 CQ1599'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1599'RECOVERED IN GOOD CONDITION.
 CQ1599
 CQ1599                          STATION RECOVERY (1983)
 CQ1599
 CQ1599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CQ1599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3730 ***********************************************************************
 BJ3730  DESIGNATION -  P 381
 BJ3730  PID         -  BJ3730
 BJ3730  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3730  USGS QUAD   -  PONCHATOULA (1994)
 BJ3730
 BJ3730                         *CURRENT SURVEY CONTROL
 BJ3730  ___________________________________________________________________
 BJ3730* NAD 83(1986)-  30 26 25.     (N)    090 26 30.     (W)     SCALED    
 BJ3730* NAVD 88     -         8.201  (meters)      26.91   (feet)  ADJUSTED  
 BJ3730  ___________________________________________________________________
 BJ3730  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ3730  DYNAMIC HT  -           8.190 (meters)      26.87  (feet)  COMP
 BJ3730  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3730
 BJ3730  VERT ORDER  -  FIRST     CLASS II
 BJ3730
 BJ3730.The horizontal coordinates were scaled from a topographic map and have
 BJ3730.an estimated accuracy of +/- 6 seconds.
 BJ3730
 BJ3730.The orthometric height was determined by differential leveling
 BJ3730.and adjusted by the National Geodetic Survey in February 1994..
 BJ3730
 BJ3730.The geoid height was determined by GEOID03.
 BJ3730
 BJ3730.The dynamic height is computed by dividing the NAVD 88
 BJ3730.geopotential number by the normal gravity value computed on the
 BJ3730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3730.degrees latitude (g = 980.6199 gals.).
 BJ3730
 BJ3730.The modeled gravity was interpolated from observed gravity values.
 BJ3730
 BJ3730;                    North         East    Units  Estimated Accuracy
 BJ3730;SPC LA S     -   215,400.    1,085,650.      MT  (+/- 180 meters Scaled)
 BJ3730
 BJ3730                          SUPERSEDED SURVEY CONTROL
 BJ3730
 BJ3730.No superseded survey control is available for this station.
 BJ3730
 BJ3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP456703(NAD 83)
 BJ3730_MARKER: I = METAL ROD
 BJ3730_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3730_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3730_STAMPING: P 381 1986
 BJ3730_MARK LOGO: NGS   
 BJ3730_PROJECTION: FLUSH
 BJ3730_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ3730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3730+STABILITY: POSITION/ELEVATION WELL
 BJ3730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3730+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ3730_ROD/PIPE-DEPTH: 13.4 meters
 BJ3730_SLEEVE-DEPTH  : 6.1 meters
 BJ3730
 BJ3730  HISTORY     - Date     Condition        Report By
 BJ3730  HISTORY     - 1986     MONUMENTED       NGS
 BJ3730  HISTORY     - 19920617 GOOD             NGS
 BJ3730
 BJ3730                          STATION DESCRIPTION
 BJ3730
 BJ3730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3730'IN PONCHATOULA.
 BJ3730'THE MARK IS ABOVE LEVEL WITH NORTHWEST RAILROAD AVE.
 BJ3730'IN PONCHATOULA AT THE INTERSECTION OF NORTHWEST RAILROAD AVENUE AND
 BJ3730'WEST HICKORY STREET AT THE CORNER OF THE PONCHATOULA CITY HALL AND
 BJ3730'VOLUNTEER FIRE DEPARTMENT IT IS 14.93 METERS (49.0 FT) NORTH-NORTHWEST
 BJ3730'OF THE CENTER OF WEST HICKORY STREET, 14.08 METERS (46.2 FT) SOUTHWES
 BJ3730'THE CENTER OF NORTHWEST RAILROAD AVENUE, 5.97 METERS (19.6 FT)
 BJ3730'SOUTHEAST OF THE SOUTHEAST CORNER OF CITY HALL, 0.61 METERS (2.0 FT)
 BJ3730'SOUTHWEST OF THE SOUTH EDGE OF A NORTH-SOUTH SIDEWALK AND 0.49 METERS
 BJ3730'(1.6 FT) NORTH-NORTHWEST OF THE NORTH EDGE OF A EAST-WEST SIDEWALK
 BJ3730'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3730
 BJ3730                          STATION RECOVERY (1992)
 BJ3730
 BJ3730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ3730'IN PONCHATOULA, AT THE INTERSECTION OF NORTHWEST RAILROAD AVENUE AND
 BJ3730'WEST HICKORY STREET, 14.9 M (48.9 FT) NORTHWEST OF THE CENTER OF THE
 BJ3730'STREET, 14.1 M (46.3 FT) SOUTHWEST OF THE CENTER OF THE AVENUE, 6.0 M
 BJ3730'(19.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CITY HALL, 0.6 M
 BJ3730'(2.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, 0.5 M
 BJ3730'(1.6 FT) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, AND 0.2 M
 BJ3730'(0.7 FT) ABOVE THE LEVEL OF THE STREET. NOTE--ACCESS TO THE DATUM
 BJ3730'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5361 ***********************************************************************
 BJ5361  DESIGNATION -  P 388
 BJ5361  PID         -  BJ5361
 BJ5361  STATE/COUNTY-  LA/TANGIPAHOA
 BJ5361  USGS QUAD   -  SPRING CREEK (1983)
 BJ5361
 BJ5361                         *CURRENT SURVEY CONTROL
 BJ5361  ___________________________________________________________________
 BJ5361* NAD 83(1986)-  30 56 58.     (N)    090 29 59.     (W)     SCALED    
 BJ5361* NAVD 88     -        62.168  (meters)     203.96   (feet)  ADJUSTED  
 BJ5361  ___________________________________________________________________
 BJ5361  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ5361  DYNAMIC HT  -          62.088 (meters)     203.70  (feet)  COMP
 BJ5361  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 BJ5361
 BJ5361  VERT ORDER  -  FIRST     CLASS II
 BJ5361
 BJ5361.The horizontal coordinates were scaled from a topographic map and have
 BJ5361.an estimated accuracy of +/- 6 seconds.
 BJ5361
 BJ5361.The orthometric height was determined by differential leveling
 BJ5361.and adjusted by the National Geodetic Survey in February 1994..
 BJ5361
 BJ5361.The geoid height was determined by GEOID03.
 BJ5361
 BJ5361.The dynamic height is computed by dividing the NAVD 88
 BJ5361.geopotential number by the normal gravity value computed on the
 BJ5361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5361.degrees latitude (g = 980.6199 gals.).
 BJ5361
 BJ5361.The modeled gravity was interpolated from observed gravity values.
 BJ5361
 BJ5361;                    North         East    Units  Estimated Accuracy
 BJ5361;SPC LA S     -   271,810.    1,079,660.      MT  (+/- 180 meters Scaled)
 BJ5361
 BJ5361                          SUPERSEDED SURVEY CONTROL
 BJ5361
 BJ5361.No superseded survey control is available for this station.
 BJ5361
 BJ5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ388266(NAD 83)
 BJ5361_MARKER: DV = VERTICAL CONTROL DISK
 BJ5361_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ5361_SP_SET: BRIDGE ABUTMENT
 BJ5361_STAMPING: P 388 1992
 BJ5361_MARK LOGO: NGS   
 BJ5361_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5361+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BJ5361
 BJ5361  HISTORY     - Date     Condition        Report By
 BJ5361  HISTORY     - 1992     MONUMENTED       NGS
 BJ5361
 BJ5361                          STATION DESCRIPTION
 BJ5361
 BJ5361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BJ5361'1.6 KM (1.00 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ5361'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, IN TOP OF AND 2.1 M
 BJ5361'(6.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 BJ5361'ABUTMENT OF A BRIDGE SPANNING TERRYS CREEK, 5.9 M (19.4 FT) SOUTHEAST
 BJ5361'OF THE NEAR RAIL, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1637 ***********************************************************************
 CQ1637  DESIGNATION -  P 39
 CQ1637  PID         -  CQ1637
 CQ1637  STATE/COUNTY-  LA/DE SOTO
 CQ1637  USGS QUAD   -  MANSFIELD (1994)
 CQ1637
 CQ1637                         *CURRENT SURVEY CONTROL
 CQ1637  ___________________________________________________________________
 CQ1637* NAD 83(1986)-  32 02 15.     (N)    093 42 00.     (W)     SCALED    
 CQ1637* NAVD 88     -       100.64   (+/-2cm)     330.2    (feet)  VERTCON   
 CQ1637  ___________________________________________________________________
 CQ1637  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1637
 CQ1637  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1637
 CQ1637.The horizontal coordinates were scaled from a topographic map and have
 CQ1637.an estimated accuracy of +/- 6 seconds.
 CQ1637
 CQ1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1637.The vertical order pertains to the NGVD 29 superseded value.
 CQ1637
 CQ1637.The geoid height was determined by GEOID03.
 CQ1637
 CQ1637;                    North         East    Units  Estimated Accuracy
 CQ1637;SPC LA N     -   171,100.      886,670.      MT  (+/- 180 meters Scaled)
 CQ1637
 CQ1637                          SUPERSEDED SURVEY CONTROL
 CQ1637
 CQ1637  NGVD 29 (??/??/??)  100.705  (m)          330.40   (f) ADJUSTED    1 2
 CQ1637
 CQ1637.Superseded values are not recommended for survey control.
 CQ1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1637.See file dsdata.txt to determine how the superseded data were derived.
 CQ1637
 CQ1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR339448(NAD 83)
 CQ1637_MARKER: DB = BENCH MARK DISK
 CQ1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1637_STAMPING: P 39 1934
 CQ1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1637+STABILITY: SURFACE MOTION
 CQ1637
 CQ1637  HISTORY     - Date     Condition        Report By
 CQ1637  HISTORY     - 1934     MONUMENTED       CGS
 CQ1637  HISTORY     - 1944     GOOD             CGS
 CQ1637  HISTORY     - 1973     POOR             LADH
 CQ1637  HISTORY     - 1974     POOR             USGS
 CQ1637  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1637
 CQ1637                          STATION DESCRIPTION
 CQ1637
 CQ1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CQ1637'IN MANSFIELD.
 CQ1637'AT MANSFIELD, DE SOTO PARISH, 14 FEET SOUTHEAST OF THE SOUTHEAST
 CQ1637'CORNER OF THE KANSAS CITY SOUTHERN RAILWAY STATION 23 FEET SOUTH OF
 CQ1637'THE CENTERLINE OF THE TRACK, AND IN THE NORTHEAST CORNER OF THE
 CQ1637'STATION FLOWER GARDEN.  A STANDARD DISK, STAMPED P 39 1934 AND SET IN
 CQ1637'THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK HAS BEEN DAMAGED AND
 CQ1637'CONCRETE POST IS BROKEN.
 CQ1637
 CQ1637                          STATION RECOVERY (1973)
 CQ1637
 CQ1637'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973
 CQ1637'MARK RECOVERED IN POOR CONDITION.
 CQ1637
 CQ1637                          STATION RECOVERY (1974)
 CQ1637
 CQ1637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1637'MARK RECOVERED IN POOR CONDITION.
 CQ1637
 CQ1637                          STATION RECOVERY (1996)
 CQ1637
 CQ1637'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1589 ***********************************************************************
 CQ1589  DESIGNATION -  P 40
 CQ1589  PID         -  CQ1589
 CQ1589  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1589  USGS QUAD   -  CHESTNUT (1986)
 CQ1589
 CQ1589                         *CURRENT SURVEY CONTROL
 CQ1589  ___________________________________________________________________
 CQ1589* NAD 83(1986)-  32 07 09.     (N)    093 05 47.     (W)     SCALED    
 CQ1589* NAVD 88     -        69.05   (+/-2cm)     226.5    (feet)  VERTCON   
 CQ1589  ___________________________________________________________________
 CQ1589  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1589
 CQ1589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1589
 CQ1589.The horizontal coordinates were scaled from a topographic map and have
 CQ1589.an estimated accuracy of +/- 6 seconds.
 CQ1589
 CQ1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1589.The vertical order pertains to the NGVD 29 superseded value.
 CQ1589
 CQ1589.The geoid height was determined by GEOID03.
 CQ1589
 CQ1589;                    North         East    Units  Estimated Accuracy
 CQ1589;SPC LA N     -   179,680.      943,720.      MT  (+/- 180 meters Scaled)
 CQ1589
 CQ1589                          SUPERSEDED SURVEY CONTROL
 CQ1589
 CQ1589  NGVD 29 (??/??/??)   69.098  (m)          226.70   (f) ADJUSTED    2 0
 CQ1589
 CQ1589.Superseded values are not recommended for survey control.
 CQ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1589.See file dsdata.txt to determine how the superseded data were derived.
 CQ1589
 CQ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR909536(NAD 83)
 CQ1589_MARKER: DB = BENCH MARK DISK
 CQ1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1589_STAMPING: P 40 1934
 CQ1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1589+STABILITY: SURFACE MOTION
 CQ1589
 CQ1589  HISTORY     - Date     Condition        Report By
 CQ1589  HISTORY     - 1934     MONUMENTED       CGS
 CQ1589  HISTORY     - 1938     GOOD             LOCSUR
 CQ1589  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1589
 CQ1589                          STATION DESCRIPTION
 CQ1589
 CQ1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1589'1.8 MI SE FROM ASHLAND.
 CQ1589'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 304 FROM THE LOUISIANA AND
 CQ1589'ARKANSAS RAILWAY STATION AT ASHLAND, NATCHITOCHES PARISH, ABOUT 296
 CQ1589'YARDS SOUTH OF A FARMHOUSE, ABOUT 80 FEET NORTHEAST OF THE EDGE OF A
 CQ1589'PINE FOREST, 46 FEET WEST OF THE HIGHWAY, 21 FEET NORTHWEST OF A FENCE
 CQ1589'CORNER, AND 8 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED P 40
 CQ1589'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS A
 CQ1589'POSSIBILITY OF THIS MARK BEING DISTURBED.
 CQ1589
 CQ1589                          STATION RECOVERY (1938)
 CQ1589
 CQ1589'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 CQ1589'RECOVERED IN GOOD CONDITION.
 CQ1589
 CQ1589                          STATION RECOVERY (1982)
 CQ1589
 CQ1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1869 ***********************************************************************
 CQ1869  DESIGNATION -  P 42
 CQ1869  PID         -  CQ1869
 CQ1869  STATE/COUNTY-  LA/BOSSIER
 CQ1869  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1869
 CQ1869                         *CURRENT SURVEY CONTROL
 CQ1869  ___________________________________________________________________
 CQ1869* NAD 83(1986)-  32 54 29.     (N)    093 44 27.     (W)     SCALED    
 CQ1869* NAVD 88     -       121.252  (meters)     397.81   (feet)  ADJUSTED  
 CQ1869  ___________________________________________________________________
 CQ1869  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CQ1869  DYNAMIC HT  -         121.117 (meters)     397.36  (feet)  COMP
 CQ1869  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CQ1869
 CQ1869  VERT ORDER  -  FIRST     CLASS II
 CQ1869
 CQ1869.The horizontal coordinates were scaled from a topographic map and have
 CQ1869.an estimated accuracy of +/- 6 seconds.
 CQ1869
 CQ1869.The orthometric height was determined by differential leveling
 CQ1869.and adjusted by the National Geodetic Survey in June 1991..
 CQ1869
 CQ1869.The geoid height was determined by GEOID03.
 CQ1869
 CQ1869.The dynamic height is computed by dividing the NAVD 88
 CQ1869.geopotential number by the normal gravity value computed on the
 CQ1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1869.degrees latitude (g = 980.6199 gals.).
 CQ1869
 CQ1869.The modeled gravity was interpolated from observed gravity values.
 CQ1869
 CQ1869;                    North         East    Units  Estimated Accuracy
 CQ1869;SPC LA N     -   267,670.      883,920.      MT  (+/- 180 meters Scaled)
 CQ1869
 CQ1869                          SUPERSEDED SURVEY CONTROL
 CQ1869
 CQ1869  NGVD 29 (??/??/??)  121.315  (m)          398.01   (f) ADJUSTED    1 2
 CQ1869
 CQ1869.Superseded values are not recommended for survey control.
 CQ1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1869.See file dsdata.txt to determine how the superseded data were derived.
 CQ1869
 CQ1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS307413(NAD 83)
 CQ1869_MARKER: DB = BENCH MARK DISK
 CQ1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1869_STAMPING: P 42 1935
 CQ1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1869+STABILITY: SURFACE MOTION
 CQ1869
 CQ1869  HISTORY     - Date     Condition        Report By
 CQ1869  HISTORY     - 1935     MONUMENTED       CGS
 CQ1869  HISTORY     - 1969     GOOD             LADH
 CQ1869  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1869
 CQ1869                          STATION DESCRIPTION
 CQ1869
 CQ1869'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1869'2.35 MI W FROM PLAIN DEALING.
 CQ1869'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1869'PLAIN DEALING, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 2, THENCE
 CQ1869'0.25 MILE WEST ALONG A GRADED DIRT ROAD, 41 FEET SOUTH OF CENTER LINE
 CQ1869'OF DIRT ROAD, 241 FEET WEST OF CENTER OF JUNCTION OF A ROAD LEADING
 CQ1869'NORTH, 65 FEET SOUTH AND ACROSS THE ROAD FROM A POWER POLE, ABOUT 0.15
 CQ1869'MILE NORTHWEST ACROSS HIGHWAY AND THROUGH THE TIMBER FROM B.M. H 56
 CQ1869'(U.S.G.S.) 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 CQ1869'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CQ1869'SEC 7, T 22N, R 13W.
 CQ1869
 CQ1869                          STATION RECOVERY (1987)
 CQ1869
 CQ1869'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1275 ***********************************************************************
 BK1275  DESIGNATION -  P 44
 BK1275  PID         -  BK1275
 BK1275  STATE/COUNTY-  LA/BEAUREGARD
 BK1275  USGS QUAD   -  NEALE (1986)
 BK1275
 BK1275                         *CURRENT SURVEY CONTROL
 BK1275  ___________________________________________________________________
 BK1275* NAD 83(1986)-  30 46 23.     (N)    093 27 39.     (W)     SCALED    
 BK1275* NAVD 88     -        56.79   (+/-2cm)     186.3    (feet)  VERTCON   
 BK1275  ___________________________________________________________________
 BK1275  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK1275
 BK1275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1275
 BK1275.The horizontal coordinates were scaled from a topographic map and have
 BK1275.an estimated accuracy of +/- 6 seconds.
 BK1275
 BK1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1275.The vertical order pertains to the NGVD 29 superseded value.
 BK1275
 BK1275.The geoid height was determined by GEOID03.
 BK1275
 BK1275;                    North         East    Units  Estimated Accuracy
 BK1275;SPC LA S     -   253,850.      796,340.      MT  (+/- 180 meters Scaled)
 BK1275
 BK1275                          SUPERSEDED SURVEY CONTROL
 BK1275
 BK1275  NGVD 29 (??/??/??)   56.873  (m)          186.59   (f) ADJUSTED    2 0
 BK1275
 BK1275.Superseded values are not recommended for survey control.
 BK1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1275.See file dsdata.txt to determine how the superseded data were derived.
 BK1275
 BK1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ559045(NAD 83)
 BK1275_MARKER: DB = BENCH MARK DISK
 BK1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1275_STAMPING: P 44 1935
 BK1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1275+STABILITY: SURFACE MOTION
 BK1275
 BK1275  HISTORY     - Date     Condition        Report By
 BK1275  HISTORY     - 1935     MONUMENTED       CGS
 BK1275  HISTORY     - 1943     GOOD             CGS
 BK1275
 BK1275                          STATION DESCRIPTION
 BK1275
 BK1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1275'5.1 MI NE FROM MERRYVILLE.
 BK1275'5.1 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1275'THE STATION AT MERRYVILLE, BEAUREGARD PARISH, 0.2 MILE EAST OF
 BK1275'MILEPOST 27, AT A ROAD CROSSING, 122 FEET NORTH OF THE CENTERLINE OF
 BK1275'THE TRACK, AND 52 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 BK1275'DISK, STAMPED P 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1018 ***********************************************************************
 CQ1018  DESIGNATION -  P 47
 CQ1018  PID         -  CQ1018
 CQ1018  STATE/COUNTY-  LA/BIENVILLE
 CQ1018  USGS QUAD   -  ARCADIA (1994)
 CQ1018
 CQ1018                         *CURRENT SURVEY CONTROL
 CQ1018  ___________________________________________________________________
 CQ1018* NAD 83(1986)-  32 32 37.     (N)    092 53 43.     (W)     SCALED    
 CQ1018* NAVD 88     -        95.987  (meters)     314.92   (feet)  ADJUSTED  
 CQ1018  ___________________________________________________________________
 CQ1018  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1018  DYNAMIC HT  -          95.879 (meters)     314.56  (feet)  COMP
 CQ1018  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 CQ1018
 CQ1018  VERT ORDER  -  FIRST     CLASS I
 CQ1018
 CQ1018.The horizontal coordinates were scaled from a topographic map and have
 CQ1018.an estimated accuracy of +/- 6 seconds.
 CQ1018
 CQ1018.The orthometric height was determined by differential leveling
 CQ1018.and adjusted by the National Geodetic Survey in June 1991..
 CQ1018
 CQ1018.The geoid height was determined by GEOID03.
 CQ1018
 CQ1018.The dynamic height is computed by dividing the NAVD 88
 CQ1018.geopotential number by the normal gravity value computed on the
 CQ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1018.degrees latitude (g = 980.6199 gals.).
 CQ1018
 CQ1018.The modeled gravity was interpolated from observed gravity values.
 CQ1018
 CQ1018;                    North         East    Units  Estimated Accuracy
 CQ1018;SPC LA N     -   226,660.      962,870.      MT  (+/- 180 meters Scaled)
 CQ1018
 CQ1018                          SUPERSEDED SURVEY CONTROL
 CQ1018
 CQ1018  NGVD 29 (??/??/??)   96.060  (m)          315.16   (f) ADJUSTED    1 1
 CQ1018
 CQ1018.Superseded values are not recommended for survey control.
 CQ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1018.See file dsdata.txt to determine how the superseded data were derived.
 CQ1018
 CQ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS098006(NAD 83)
 CQ1018_MARKER: DB = BENCH MARK DISK
 CQ1018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ1018_SP_SET: HEADWALL
 CQ1018_STAMPING: P 47 1934
 CQ1018_MARK LOGO: CGS   
 CQ1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1018+STABILITY: SURFACE MOTION
 CQ1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1018+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1989
 CQ1018
 CQ1018  HISTORY     - Date     Condition        Report By
 CQ1018  HISTORY     - 1934     MONUMENTED       CGS
 CQ1018  HISTORY     - 1969     GOOD             CGS
 CQ1018  HISTORY     - 19890130 GOOD             LADTD
 CQ1018
 CQ1018                          STATION DESCRIPTION
 CQ1018
 CQ1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1018'1.6 MI E FROM ARCADIA.
 CQ1018'ABOUT 1.6 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1018'STATION AT ARCADIA, 0.4 MILE EAST OF MILEPOST 118, 0.15 MILE EAST OF A
 CQ1018'CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 18 FEET SOUTH OF THE
 CQ1018'SOUTH RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 CQ1018'HEADWALL OF A CONCRETE CULVERT FOR SALINE BAYOU, 2 FEET EAST OF THE
 CQ1018'WEST END OF THE HEADWALL, AND 8 FEET BELOW THE LEVEL OF THE TRACK. SEC
 CQ1018'16, T 18N, R 5W.
 CQ1018
 CQ1018                          STATION RECOVERY (1989)
 CQ1018
 CQ1018'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ1018'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) EAST OF ARCADIA.
 CQ1018'OWNERSHIP--ILLINOIS CENTRAL RAILORAD.
 CQ1018'TO REACH THE STATION FROM THE RAILROAD STATION IN ARCADIA GO EAST FOR
 CQ1018'2.6 KM (1.60 MI) ALONG THE ILLINOIS CENTRAL RAILROAD TRACKS TO THE
 CQ1018'STATION ON THE RIGHT.
 CQ1018'THE STATION IS SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 CQ1018'HEADWALL OF A CONCRETE CULVERT FOR SALINE BAYOU, 0.6 KM (0.35 MI) EAST
 CQ1018'OF MILEPOST 118, 0.2 KM (0.10 MI) EAST OF A CROSSING OF THE RAILROAD
 CQ1018'AND A GRAVELED ROAD, 5.5 M (18.0 FT) SOUTH FROM THE SOUTH RAIL, 0.61 M
 CQ1018'(2.0 FT) EAST FROM THE WEST END OF THE HEADWALL.  THE MARK IS ABOUT
 CQ1018'2.4 METER BELOW THE LEVEL OF THE TRACK AND IS IN SEC 16, T18N, R5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0933 ***********************************************************************
 CQ0933  DESIGNATION -  P 48
 CQ0933  PID         -  CQ0933
 CQ0933  STATE/COUNTY-  LA/JACKSON
 CQ0933  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ0933
 CQ0933                         *CURRENT SURVEY CONTROL
 CQ0933  ___________________________________________________________________
 CQ0933* NAD 83(1986)-  32 18 41.     (N)    092 42 55.     (W)     SCALED    
 CQ0933* NAVD 88     -        48.90   (+/-2cm)     160.4    (feet)  VERTCON   
 CQ0933  ___________________________________________________________________
 CQ0933  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0933
 CQ0933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0933
 CQ0933.The horizontal coordinates were scaled from a topographic map and have
 CQ0933.an estimated accuracy of +/- 6 seconds.
 CQ0933
 CQ0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0933.The vertical order pertains to the NGVD 29 superseded value.
 CQ0933
 CQ0933.The geoid height was determined by GEOID03.
 CQ0933
 CQ0933;                    North         East    Units  Estimated Accuracy
 CQ0933;SPC LA N     -   200,860.      979,730.      MT  (+/- 180 meters Scaled)
 CQ0933
 CQ0933                          SUPERSEDED SURVEY CONTROL
 CQ0933
 CQ0933  NGVD 29 (??/??/??)   48.958  (m)          160.62   (f) ADJUSTED    2 0
 CQ0933
 CQ0933.Superseded values are not recommended for survey control.
 CQ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0933.See file dsdata.txt to determine how the superseded data were derived.
 CQ0933
 CQ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR268749(NAD 83)
 CQ0933_MARKER: DB = BENCH MARK DISK
 CQ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0933_STAMPING: P 48 1934
 CQ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0933+STABILITY: SURFACE MOTION
 CQ0933
 CQ0933  HISTORY     - Date     Condition        Report By
 CQ0933  HISTORY     - 1934     MONUMENTED       CGS
 CQ0933  HISTORY     - 1935     GOOD             CGS
 CQ0933  HISTORY     - 1981     MARK NOT FOUND   USGS
 CQ0933
 CQ0933                          STATION DESCRIPTION
 CQ0933
 CQ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0933'2.7 MI S FROM QUITMAN.
 CQ0933'2.7 MILES SOUTH OF AND ALONG THE C.R.I. AND P. R.R. 150 FEET NORTH OF
 CQ0933'MILE POLE 171/5.  ABOUT 60 YARDS NORTH OF R.R. BRIDGE 171.2.  32 FEET
 CQ0933'EAST OF CENTER OF TRACK AND 3 FEET EAST OF A TELEGRAPH POLE.
 CQ0933
 CQ0933                          STATION RECOVERY (1981)
 CQ0933
 CQ0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CQ0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0532 ***********************************************************************
 CQ0532  DESIGNATION -  P 49
 CQ0532  PID         -  CQ0532
 CQ0532  STATE/COUNTY-  LA/JACKSON
 CQ0532  USGS QUAD   -  EROS (1982)
 CQ0532
 CQ0532                         *CURRENT SURVEY CONTROL
 CQ0532  ___________________________________________________________________
 CQ0532* NAD 83(1986)-  32 24 53.     (N)    092 26 42.     (W)     SCALED    
 CQ0532* NAVD 88     -        65.73   (+/-2cm)     215.6    (feet)  VERTCON   
 CQ0532  ___________________________________________________________________
 CQ0532  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0532
 CQ0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0532
 CQ0532.The horizontal coordinates were scaled from a topographic map and have
 CQ0532.an estimated accuracy of +/- 6 seconds.
 CQ0532
 CQ0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0532.The vertical order pertains to the NGVD 29 superseded value.
 CQ0532
 CQ0532.The geoid height was determined by GEOID03.
 CQ0532
 CQ0532;                    North         East    Units  Estimated Accuracy
 CQ0532;SPC LA N     -   212,300.    1,005,170.      MT  (+/- 180 meters Scaled)
 CQ0532
 CQ0532                          SUPERSEDED SURVEY CONTROL
 CQ0532
 CQ0532  NGVD 29 (??/??/??)   65.775  (m)          215.80   (f) ADJUSTED    2 0
 CQ0532
 CQ0532.Superseded values are not recommended for survey control.
 CQ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0532.See file dsdata.txt to determine how the superseded data were derived.
 CQ0532
 CQ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR521865(NAD 83)
 CQ0532_MARKER: DB = BENCH MARK DISK
 CQ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0532_STAMPING: P 49 1935
 CQ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0532+STABILITY: SURFACE MOTION
 CQ0532
 CQ0532  HISTORY     - Date     Condition        Report By
 CQ0532  HISTORY     - 1935     MONUMENTED       CGS
 CQ0532  HISTORY     - 1953     MARK NOT FOUND   USGS
 CQ0532
 CQ0532                          STATION DESCRIPTION
 CQ0532
 CQ0532'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 CQ0532'2.5 MI N FROM EROS.
 CQ0532'2.5 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED TREMONT AND
 CQ0532'GULF RAILWAY FROM EROS, JACKSON PARISH, AND 32 FEET NORTHEAST OF THE
 CQ0532'CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED P 49 1935 AND
 CQ0532'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE TRACKS AND MILEPOSTS
 CQ0532'HAVE BEEN REMOVED AND THE DESCRIPTION IS NO LONGER ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0821 ***********************************************************************
 BW0821  DESIGNATION -  P 50
 BW0821  PID         -  BW0821
 BW0821  STATE/COUNTY-  LA/TENSAS
 BW0821  USGS QUAD   -  LAKE BRUIN (1994)
 BW0821
 BW0821                         *CURRENT SURVEY CONTROL
 BW0821  ___________________________________________________________________
 BW0821* NAD 83(1986)-  31 59 34.     (N)    091 15 20.     (W)     SCALED    
 BW0821* NAVD 88     -        23.50   (+/-2cm)      77.1    (feet)  VERTCON   
 BW0821  ___________________________________________________________________
 BW0821  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0821
 BW0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0821
 BW0821.The horizontal coordinates were scaled from a topographic map and have
 BW0821.an estimated accuracy of +/- 6 seconds.
 BW0821
 BW0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0821.The vertical order pertains to the NGVD 29 superseded value.
 BW0821
 BW0821.The geoid height was determined by GEOID03.
 BW0821
 BW0821;                    North         East    Units  Estimated Accuracy
 BW0821;SPC LA N     -   166,190.    1,117,590.      MT  (+/- 180 meters Scaled)
 BW0821
 BW0821                          SUPERSEDED SURVEY CONTROL
 BW0821
 BW0821  NGVD 29 (??/??/92)   23.520  (m)           77.17   (f) ADJ UNCH    2 0
 BW0821
 BW0821.Superseded values are not recommended for survey control.
 BW0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0821.See file dsdata.txt to determine how the superseded data were derived.
 BW0821
 BW0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR647409(NAD 83)
 BW0821_MARKER: DB = BENCH MARK DISK
 BW0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0821_SP_SET: FOUNDATION
 BW0821_STAMPING: P-50 1935
 BW0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0821
 BW0821  HISTORY     - Date     Condition        Report By
 BW0821  HISTORY     - 1935     MONUMENTED       CGS
 BW0821  HISTORY     - 1970     GOOD             LADTD
 BW0821
 BW0821                          STATION DESCRIPTION
 BW0821
 BW0821'DESCRIBED BY LA TRANSP AND DEV 1970
 BW0821'7.0 MI SE FROM NEWELLTON.
 BW0821'ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM NEWELLTON HIGH
 BW0821'SCHOOL TO THE INTERSECTION OF U.S. HIGHWAY 65.  THENCE IN A SOUTHERLY
 BW0821'DIRECTION ALONG U.S. HIGHWAY 65, 5.5 MILES TO THE LAKE BRUIN
 BW0821'DEPARTMENT OF HIGHWAYS MAINTENANCE UNIT AND THE JUNCTION OF LOUISIANA
 BW0821'HIGHWAY 605.  THENCE SOUTHEAST ALONG LOUISIANA HIGHWAY 605, 0.7 MILE
 BW0821'TO THE MARK.  IT IS 162.0 FEET WEST OF LOUISIANA HIGHWAY 605, 344.0
 BW0821'FEET SOUTH OF A FIELD ROAD, 10.0 FEET EAST OF THE EAST RAIL OF
 BW0821'MISSOURI PACIFIC RAILROAD TRACK.  A STANDARD C AND G.S.B.M. DISK SET
 BW0821'IN TOP OF AN ABANDONED WATER TANK FOUNDATION.  A STEEL WITNESS POST IS
 BW0821'SET 2.0 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1818 ***********************************************************************
 BK1818  DESIGNATION -  P 51
 BK1818  PID         -  BK1818
 BK1818  STATE/COUNTY-  LA/CALCASIEU
 BK1818  USGS QUAD   -  STARKS (1994)
 BK1818
 BK1818                         *CURRENT SURVEY CONTROL
 BK1818  ___________________________________________________________________
 BK1818* NAD 83(1986)-  30 17 54.     (N)    093 41 21.     (W)     SCALED    
 BK1818* NAVD 88     -         7.51   (+/-2cm)      24.6    (feet)  VERTCON   
 BK1818  ___________________________________________________________________
 BK1818  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1818
 BK1818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1818
 BK1818.The horizontal coordinates were scaled from a topographic map and have
 BK1818.an estimated accuracy of +/- 6 seconds.
 BK1818
 BK1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1818.The vertical order pertains to the NGVD 29 superseded value.
 BK1818
 BK1818.The geoid height was determined by GEOID03.
 BK1818
 BK1818;                    North         East    Units  Estimated Accuracy
 BK1818;SPC LA S     -   201,670.      773,410.      MT  (+/- 180 meters Scaled)
 BK1818
 BK1818                          SUPERSEDED SURVEY CONTROL
 BK1818
 BK1818  NGVD 29 (??/??/??)    7.462  (m)           24.48   (f) ADJUSTED    2 0
 BK1818
 BK1818.Superseded values are not recommended for survey control.
 BK1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1818.See file dsdata.txt to determine how the superseded data were derived.
 BK1818
 BK1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP337520(NAD 83)
 BK1818_MARKER: DB = BENCH MARK DISK
 BK1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1818_STAMPING: P 51 1935
 BK1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1818+STABILITY: SURFACE MOTION
 BK1818
 BK1818  HISTORY     - Date     Condition        Report By
 BK1818  HISTORY     - 1935     MONUMENTED       CGS
 BK1818
 BK1818                          STATION DESCRIPTION
 BK1818
 BK1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1818'2.3 MI W FROM STARKS.
 BK1818'2.3 MI W OF AND ALONG THE KANSAS CITY SOUTHERN R R ABOUT 540 YARDS SW
 BK1818'OF THE STATION COUPLES.  48 YARDS NW OF CENTER OF TRACK.  60 FEET NW
 BK1818'OF S FENCE CORNER AROUND GARDEN PLOT NEAR HOUSE OWNED BY FRED JOHNSON.
 BK1818'3 FEET SW OF FENCE LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1102 ***********************************************************************
 CQ1102  DESIGNATION -  P 57
 CQ1102  PID         -  CQ1102
 CQ1102  STATE/COUNTY-  LA/LINCOLN
 CQ1102  USGS QUAD   -  DUBACH (1985)
 CQ1102
 CQ1102                         *CURRENT SURVEY CONTROL
 CQ1102  ___________________________________________________________________
 CQ1102* NAD 83(1986)-  32 43 48.     (N)    092 38 53.     (W)     SCALED    
 CQ1102* NAVD 88     -        51.447  (meters)     168.79   (feet)  ADJUSTED  
 CQ1102  ___________________________________________________________________
 CQ1102  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1102  DYNAMIC HT  -          51.390 (meters)     168.60  (feet)  COMP
 CQ1102  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 CQ1102
 CQ1102  VERT ORDER  -  SECOND    CLASS 0
 CQ1102
 CQ1102.The horizontal coordinates were scaled from a topographic map and have
 CQ1102.an estimated accuracy of +/- 6 seconds.
 CQ1102
 CQ1102.The orthometric height was determined by differential leveling
 CQ1102.and adjusted by the National Geodetic Survey in June 1991..
 CQ1102
 CQ1102.The geoid height was determined by GEOID03.
 CQ1102
 CQ1102.The dynamic height is computed by dividing the NAVD 88
 CQ1102.geopotential number by the normal gravity value computed on the
 CQ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1102.degrees latitude (g = 980.6199 gals.).
 CQ1102
 CQ1102.The modeled gravity was interpolated from observed gravity values.
 CQ1102
 CQ1102;                    North         East    Units  Estimated Accuracy
 CQ1102;SPC LA N     -   247,270.      986,120.      MT  (+/- 180 meters Scaled)
 CQ1102
 CQ1102                          SUPERSEDED SURVEY CONTROL
 CQ1102
 CQ1102  NGVD 29 (??/??/??)   51.563  (m)          169.17   (f) ADJUSTED    2 0
 CQ1102
 CQ1102.Superseded values are not recommended for survey control.
 CQ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1102.See file dsdata.txt to determine how the superseded data were derived.
 CQ1102
 CQ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS329214(NAD 83)
 CQ1102_MARKER: DB = BENCH MARK DISK
 CQ1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1102_STAMPING: P57 1934
 CQ1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1102+STABILITY: SURFACE MOTION
 CQ1102
 CQ1102  HISTORY     - Date     Condition        Report By
 CQ1102  HISTORY     - 1934     MONUMENTED       CGS
 CQ1102  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1102
 CQ1102                          STATION DESCRIPTION
 CQ1102
 CQ1102'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1102'2.2 MI N FROM DUBACH.
 CQ1102'2.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 CQ1102'FROM DUBACH, LINCOLN PARISH, AT MILEPOST 139, AT A ROAD CROSSING, 32
 CQ1102'FEET NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET WEST OF THE CENTER
 CQ1102'LINE OF THE TRACK, AND IN THE CORNER OF A PASTURE FENCE.  A STANDARD
 CQ1102'DISK, STAMPED P 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0226 ***********************************************************************
 CQ0226  DESIGNATION -  P 58
 CQ0226  PID         -  CQ0226
 CQ0226  STATE/COUNTY-  LA/UNION
 CQ0226  USGS QUAD   -  MARION WEST (1988)
 CQ0226
 CQ0226                         *CURRENT SURVEY CONTROL
 CQ0226  ___________________________________________________________________
 CQ0226* NAD 83(1986)-  32 53 03.     (N)    092 15 49.     (W)     SCALED    
 CQ0226* NAVD 88     -        45.906  (meters)     150.61   (feet)  ADJUSTED  
 CQ0226  ___________________________________________________________________
 CQ0226  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ0226  DYNAMIC HT  -          45.856 (meters)     150.45  (feet)  COMP
 CQ0226  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 CQ0226
 CQ0226  VERT ORDER  -  SECOND    CLASS 0
 CQ0226
 CQ0226.The horizontal coordinates were scaled from a topographic map and have
 CQ0226.an estimated accuracy of +/- 6 seconds.
 CQ0226
 CQ0226.The orthometric height was determined by differential leveling
 CQ0226.and adjusted by the National Geodetic Survey in June 1991..
 CQ0226
 CQ0226.The geoid height was determined by GEOID03.
 CQ0226
 CQ0226.The dynamic height is computed by dividing the NAVD 88
 CQ0226.geopotential number by the normal gravity value computed on the
 CQ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0226.degrees latitude (g = 980.6199 gals.).
 CQ0226
 CQ0226.The modeled gravity was interpolated from observed gravity values.
 CQ0226
 CQ0226;                    North         East    Units  Estimated Accuracy
 CQ0226;SPC LA N     -   264,380.    1,022,120.      MT  (+/- 180 meters Scaled)
 CQ0226
 CQ0226                          SUPERSEDED SURVEY CONTROL
 CQ0226
 CQ0226  NGVD 29 (??/??/??)   45.992  (m)          150.89   (f) ADJUSTED    2 0
 CQ0226
 CQ0226.Superseded values are not recommended for survey control.
 CQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0226.See file dsdata.txt to determine how the superseded data were derived.
 CQ0226
 CQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS688386(NAD 83)
 CQ0226_MARKER: DB = BENCH MARK DISK
 CQ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0226_STAMPING: P 58 1934
 CQ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0226+STABILITY: SURFACE MOTION
 CQ0226
 CQ0226  HISTORY     - Date     Condition        Report By
 CQ0226  HISTORY     - 1934     MONUMENTED       CGS
 CQ0226  HISTORY     - 1952     MARK NOT FOUND   CGS
 CQ0226
 CQ0226                          STATION DESCRIPTION
 CQ0226
 CQ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ0226'1.6 MI SW FROM MARION.
 CQ0226'1.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0226'STATION AT MARION, UNION PARISH, 76 YARDS NORTHEAST OF A FARMHOUSE, AT
 CQ0226'THE CROSSING OF A ROAD LEADING TO THE FARMHOUSE, 56 FEET SOUTH OF THE
 CQ0226'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED P 58 1934 AND SET IN
 CQ0226'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1149 ***********************************************************************
 BX1149  DESIGNATION -  P 67
 BX1149  PID         -  BX1149
 BX1149  STATE/COUNTY-  LA/VERNON
 BX1149  USGS QUAD   -  TEMPLE (1972)
 BX1149
 BX1149                         *CURRENT SURVEY CONTROL
 BX1149  ___________________________________________________________________
 BX1149* NAD 83(1986)-  31 18 32.     (N)    092 56 16.     (W)     SCALED    
 BX1149* NAVD 88     -        68.50   (+/-2cm)     224.7    (feet)  VERTCON   
 BX1149  ___________________________________________________________________
 BX1149  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BX1149
 BX1149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1149
 BX1149.The horizontal coordinates were scaled from a topographic map and have
 BX1149.an estimated accuracy of +/- 6 seconds.
 BX1149
 BX1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1149.The vertical order pertains to the NGVD 29 superseded value.
 BX1149
 BX1149.The geoid height was determined by GEOID03.
 BX1149
 BX1149;                    North         East    Units  Estimated Accuracy
 BX1149;SPC LA N     -    89,770.      958,330.      MT  (+/- 180 meters Scaled)
 BX1149
 BX1149                          SUPERSEDED SURVEY CONTROL
 BX1149
 BX1149  NGVD 29 (??/??/??)   68.529  (m)          224.83   (f) ADJUSTED    2 0
 BX1149
 BX1149.Superseded values are not recommended for survey control.
 BX1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1149.See file dsdata.txt to determine how the superseded data were derived.
 BX1149
 BX1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ059638(NAD 83)
 BX1149_MARKER: DB = BENCH MARK DISK
 BX1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1149_STAMPING: P 67 1935
 BX1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1149+STABILITY: SURFACE MOTION
 BX1149
 BX1149  HISTORY     - Date     Condition        Report By
 BX1149  HISTORY     - 1935     MONUMENTED       CGS
 BX1149  HISTORY     - 1954     GOOD             CGS
 BX1149  HISTORY     - 19940611 GOOD             USPSQD
 BX1149
 BX1149                          STATION DESCRIPTION
 BX1149
 BX1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BX1149'2.4 MI NE FROM TEMPLE.
 BX1149'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 107 FROM THE POST OFFICE AT
 BX1149'TEMPLE, VERNON PARISH, 0.1 MILE SOUTHWEST OF A T-ROAD LEADING NORTH,
 BX1149'31 YARDS SOUTHEAST OF CHURCH, 22 YARDS NORTHWEST OF THE CENTERLINE OF
 BX1149'THE HIGHWAY, 20 YARDS NORTHEAST OF THE CENTERLINE OF A ROAD LEADING
 BX1149'NORTHWEST, 73 FEET NORTHWEST OF NORTHEAST SOUTHWEST ROAD 61 FEET
 BX1149'NORTHEAST OF T-ROAD NORTH NORTHWEST AND 96 FEET SOUTHEAST OF NORTHEAST
 BX1149'CORNER OF NEW CHURCH.  A STANDARD DISK, STAMPED P 67 1935 AND SET IN
 BX1149'THE TOP OF A CONCRETE POST.
 BX1149
 BX1149                          STATION RECOVERY (1994)
 BX1149
 BX1149'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2747 ***********************************************************************
 BJ2747  DESIGNATION -  P 69
 BJ2747  PID         -  BJ2747
 BJ2747  STATE/COUNTY-  LA/ST LANDRY
 BJ2747  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ2747
 BJ2747                         *CURRENT SURVEY CONTROL
 BJ2747  ___________________________________________________________________
 BJ2747* NAD 83(1986)-  30 41 55.     (N)    091 48 17.     (W)     SCALED    
 BJ2747* NAVD 88     -        11.32   (+/-2cm)      37.1    (feet)  VERTCON   
 BJ2747  ___________________________________________________________________
 BJ2747  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2747
 BJ2747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2747
 BJ2747.The horizontal coordinates were scaled from a topographic map and have
 BJ2747.an estimated accuracy of +/- 6 seconds.
 BJ2747
 BJ2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2747.The vertical order pertains to the NGVD 29 superseded value.
 BJ2747
 BJ2747.The geoid height was determined by GEOID03.
 BJ2747
 BJ2747;                    North         East    Units  Estimated Accuracy
 BJ2747;SPC LA S     -   243,800.      954,840.      MT  (+/- 180 meters Scaled)
 BJ2747
 BJ2747                          SUPERSEDED SURVEY CONTROL
 BJ2747
 BJ2747  NGVD 29 (??/??/??)   11.323  (m)           37.15   (f) ADJUSTED    2 0
 BJ2747
 BJ2747.Superseded values are not recommended for survey control.
 BJ2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2747.See file dsdata.txt to determine how the superseded data were derived.
 BJ2747
 BJ2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP144968(NAD 83)
 BJ2747_MARKER: DB = BENCH MARK DISK
 BJ2747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ2747_SP_SET: FOUNDATION
 BJ2747_STAMPING: P 69 1935
 BJ2747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2747
 BJ2747  HISTORY     - Date     Condition        Report By
 BJ2747  HISTORY     - 1935     MONUMENTED       CGS
 BJ2747  HISTORY     - 1960     GOOD             CGS
 BJ2747
 BJ2747                          STATION DESCRIPTION
 BJ2747
 BJ2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BJ2747'3.7 MI W FROM MELVILLE.
 BJ2747'LOCATED 3.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BJ2747'MELVILLE, AT SIGNAL 133.3, 6 POLES EAST OF A TRESTLE, 72 FEET NORTH OF
 BJ2747'THE 7TH POLE WEST OF MILEPOST 133, 8 FEET NORTH OF THE NORTH RAIL OF
 BJ2747'THE TRACK, AND 23 FEET SOUTHWEST OF A TELEGRAPH POLE.  IT IS A
 BJ2747'STANDARD DISK, STAMPED P 69 1935, SET IN THE SOUTHEAST CORNER OF THE
 BJ2747'CONCRETE FOUNDATION OF SIGNAL 133.3.  THE CONCRETE FOUNDATION PROJECTS
 BJ2747'ABOUT 1 1/2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1796 ***********************************************************************
 BJ1796  DESIGNATION -  P 75
 BJ1796  PID         -  BJ1796
 BJ1796  STATE/COUNTY-  LA/ST HELENA
 BJ1796  USGS QUAD   -  GREENSBURG (1981)
 BJ1796
 BJ1796                         *CURRENT SURVEY CONTROL
 BJ1796  ___________________________________________________________________
 BJ1796* NAD 83(1986)-  30 51 27.     (N)    090 43 57.     (W)     SCALED    
 BJ1796* NAVD 88     -        89.039  (meters)     292.12   (feet)  ADJUSTED  
 BJ1796  ___________________________________________________________________
 BJ1796  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1796  DYNAMIC HT  -          88.924 (meters)     291.74  (feet)  COMP
 BJ1796  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 BJ1796
 BJ1796  VERT ORDER  -  SECOND    CLASS 0
 BJ1796
 BJ1796.The horizontal coordinates were scaled from a topographic map and have
 BJ1796.an estimated accuracy of +/- 6 seconds.
 BJ1796
 BJ1796.The orthometric height was determined by differential leveling
 BJ1796.and adjusted by the National Geodetic Survey in February 1994..
 BJ1796
 BJ1796.The geoid height was determined by GEOID03.
 BJ1796
 BJ1796.The dynamic height is computed by dividing the NAVD 88
 BJ1796.geopotential number by the normal gravity value computed on the
 BJ1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1796.degrees latitude (g = 980.6199 gals.).
 BJ1796
 BJ1796.The modeled gravity was interpolated from observed gravity values.
 BJ1796
 BJ1796;                    North         East    Units  Estimated Accuracy
 BJ1796;SPC LA S     -   261,480.    1,057,470.      MT  (+/- 180 meters Scaled)
 BJ1796
 BJ1796                          SUPERSEDED SURVEY CONTROL
 BJ1796
 BJ1796  NGVD 29 (??/??/??)   89.035  (m)          292.11   (f) ADJUSTED    2 0
 BJ1796
 BJ1796.Superseded values are not recommended for survey control.
 BJ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1796.See file dsdata.txt to determine how the superseded data were derived.
 BJ1796
 BJ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ168160(NAD 83)
 BJ1796_MARKER: DB = BENCH MARK DISK
 BJ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1796_STAMPING: P 75 1935 292.483
 BJ1796_MARK LOGO: CGS   
 BJ1796_PROJECTION: PROJECTING 20 CENTIMETERS
 BJ1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1796+STABILITY: SURFACE MOTION
 BJ1796
 BJ1796  HISTORY     - Date     Condition        Report By
 BJ1796  HISTORY     - 1935     MONUMENTED       CGS
 BJ1796  HISTORY     - 1954     GOOD             CGS
 BJ1796  HISTORY     - 1958     GOOD             USGS
 BJ1796  HISTORY     - 1984     GOOD             LADTD
 BJ1796
 BJ1796                          STATION DESCRIPTION
 BJ1796
 BJ1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1796'4 MI W FROM GREENSBURG.
 BJ1796'LOCATED ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 35 FROM THE METHODIST
 BJ1796'CHURCH IN GREENSBURG, IN THE NORTHEAST ANGLE OF A CROSSROADS, 24 FEET
 BJ1796'EAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING NORTH TO A FIRE TOWER,
 BJ1796'52 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 35, 6 FEET SOUTHEAST
 BJ1796'OF A TELEPHONE POLE AND 8 FEET NORTH OF A FENCE CORNER. IT IS A
 BJ1796'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 BJ1796'AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- CHANGE DESCRIPTION JANUARY
 BJ1796'1958 - 4.0 MILES WEST ALONG STATE HIGHWAY 10 FROM METHODIST CH. IN
 BJ1796'GREENSBURG, ST. HELENA PARISH.
 BJ1796
 BJ1796                          STATION RECOVERY (1958)
 BJ1796
 BJ1796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BJ1796'RECOVERED IN GOOD CONDITION.
 BJ1796
 BJ1796                          STATION RECOVERY (1984)
 BJ1796
 BJ1796'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1796'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 7.1 KM
 BJ1796'(4.4 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN GREENSBURG TO
 BJ1796'THE JUNCTION WITH A BLACKTOP PARISH ROAD WITH THE BENCH MARK ON THE
 BJ1796'RIGHT IN THE NORTHEAST QUADRANT OF THE JUNCTION, 26.2 METERS (86 FT)
 BJ1796'NORTH OF THE CENTER OF HIGHWAY 10, 9.5 METERS (31 FT) NORTHWEST OF A
 BJ1796'RIGHT-OF-WAY MARKER, 8.2 METERS (27 FT) EAST OF THE CENTER OF THE
 BJ1796'PARISH ROAD, 7.6 METERS (25 FT) SOUTH-SOUTHEAST OF POWER POLE NUMBER
 BJ1796'DN4-45-1, AND 2.1 METERS (7 FT) NORTH OF A RIGHT-OF-WAY MARKER.
 BJ1796'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ1796'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0543 ***********************************************************************
 BJ0543  DESIGNATION -  P 76
 BJ0543  PID         -  BJ0543
 BJ0543  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0543  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0543
 BJ0543                         *CURRENT SURVEY CONTROL
 BJ0543  ___________________________________________________________________
 BJ0543* NAD 83(1986)-  30 29 01.     (N)    091 11 12.     (W)     SCALED    
 BJ0543* NAVD 88     -        19.07   (+/-2cm)      62.6    (feet)  VERTCON   
 BJ0543  ___________________________________________________________________
 BJ0543  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0543
 BJ0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0543
 BJ0543.The horizontal coordinates were scaled from a topographic map and have
 BJ0543.an estimated accuracy of +/- 6 seconds.
 BJ0543
 BJ0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0543.The vertical order pertains to the NGVD 29 superseded value.
 BJ0543
 BJ0543.The geoid height was determined by GEOID03.
 BJ0543
 BJ0543;                    North         East    Units  Estimated Accuracy
 BJ0543;SPC LA S     -   219,880.    1,014,080.      MT  (+/- 180 meters Scaled)
 BJ0543
 BJ0543                          SUPERSEDED SURVEY CONTROL
 BJ0543
 BJ0543  NGVD 29 (??/??/??)   19.068  (m)           62.56   (f) ADJUSTED    2 0
 BJ0543
 BJ0543.Superseded values are not recommended for survey control.
 BJ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0543.See file dsdata.txt to determine how the superseded data were derived.
 BJ0543
 BJ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740737(NAD 83)
 BJ0543_MARKER: DB = BENCH MARK DISK
 BJ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0543_STAMPING: P 76 1935
 BJ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0543+STABILITY: SURFACE MOTION
 BJ0543
 BJ0543  HISTORY     - Date     Condition        Report By
 BJ0543  HISTORY     - 1935     MONUMENTED       CGS
 BJ0543  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ0543  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ0543  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0543
 BJ0543                          STATION DESCRIPTION
 BJ0543
 BJ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0543'2.5 MI N FROM BATON ROUGE.
 BJ0543'AT BATON ROUGE, EAST BATON ROUGE PARISH, 128 FEET NORTHWEST OF
 BJ0543'STANDARD OIL CO. STORAGE TANK NO. 80, 51 FEET EAST OF THE CENTERLINE
 BJ0543'OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, 21 FEET WEST OF A
 BJ0543'SPUR TRACK LEADING TO THE STANDARD OIL CO. PLANT, AND 1 FOOT WEST OF A
 BJ0543'FENCE.  A STANDARD DISK, STAMPED P 76 1935 AND SET IN THE TOP OF A
 BJ0543'CONCRETE POST.  NOTE-- THE STORAGE TANK NO. 80 WAS NOT FOUND.
 BJ0543
 BJ0543                          STATION RECOVERY (1965)
 BJ0543
 BJ0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0543'MARK NOT FOUND.
 BJ0543
 BJ0543                          STATION RECOVERY (1976)
 BJ0543
 BJ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0543'NOT RECOVERED IN 1965 OR 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1255 ***********************************************************************
 BJ1255  DESIGNATION -  P 80
 BJ1255  PID         -  BJ1255
 BJ1255  STATE/COUNTY-  LA/ST TAMMANY
 BJ1255  USGS QUAD   -  FOLSOM (1983)
 BJ1255
 BJ1255                         *CURRENT SURVEY CONTROL
 BJ1255  ___________________________________________________________________
 BJ1255* NAD 83(1986)-  30 40 29.     (N)    090 11 55.     (W)     SCALED    
 BJ1255* NAVD 88     -        56.53   (+/-2cm)     185.5    (feet)  VERTCON   
 BJ1255  ___________________________________________________________________
 BJ1255  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ1255
 BJ1255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1255
 BJ1255.The horizontal coordinates were scaled from a topographic map and have
 BJ1255.an estimated accuracy of +/- 6 seconds.
 BJ1255
 BJ1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1255.The vertical order pertains to the NGVD 29 superseded value.
 BJ1255
 BJ1255.The geoid height was determined by GEOID03.
 BJ1255
 BJ1255;                    North         East    Units  Estimated Accuracy
 BJ1255;SPC LA S     -   241,600.    1,108,740.      MT  (+/- 180 meters Scaled)
 BJ1255
 BJ1255                          SUPERSEDED SURVEY CONTROL
 BJ1255
 BJ1255  NGVD 29 (??/??/??)   56.612  (m)          185.73   (f) ADJUSTED    2 0
 BJ1255
 BJ1255.Superseded values are not recommended for survey control.
 BJ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1255.See file dsdata.txt to determine how the superseded data were derived.
 BJ1255
 BJ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP683969(NAD 83)
 BJ1255_MARKER: DB = BENCH MARK DISK
 BJ1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1255_STAMPING: P 80 1935 186
 BJ1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1255+STABILITY: SURFACE MOTION
 BJ1255
 BJ1255  HISTORY     - Date     Condition        Report By
 BJ1255  HISTORY     - 1935     MONUMENTED       CGS
 BJ1255  HISTORY     - 1955     GOOD             CGS
 BJ1255
 BJ1255                          STATION DESCRIPTION
 BJ1255
 BJ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1255'3.2 MI N FROM FOLSOM.
 BJ1255'LOCATED 3.2 MILES NORTH ALONG STATE HIGHWAY 34 FROM THE MAIN CROSSROAD
 BJ1255'IN FOLSOM, 0.15 MILE NORTH OF THE ENTRANCE TO THE JOHNSON TUNG FARM,
 BJ1255'AT THE TOP OF A GRADE AT A DIM CROSSROAD, WITH A METAL GATE ON THE
 BJ1255'EAST SIDE AND A WIRE GATE ON THE WEST SIDE.  IT IS AT THE EAST EDGE OF
 BJ1255'AN OLD TUNG ORCHARD, IN A FENCE LINE, 27 FEET WEST OF THE CENTERLINE
 BJ1255'OF STATE HIGHWAY 34, 9 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 74
 BJ1255'FEET SOUTH OF POWER POLE NO. E/29 AND 1 FOOT SOUTH OF THE NORTH POST
 BJ1255'OF THREE BRACED POSTS.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BJ1255'CONCRETE POST PROJECTING 6 INCHES AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1256 ***********************************************************************
 BJ1256  DESIGNATION -  P 80 RESET 1961
 BJ1256  PID         -  BJ1256
 BJ1256  STATE/COUNTY-  LA/ST TAMMANY
 BJ1256  USGS QUAD   -  FOLSOM (1983)
 BJ1256
 BJ1256                         *CURRENT SURVEY CONTROL
 BJ1256  ___________________________________________________________________
 BJ1256* NAD 83(1986)-  30 40 31.     (N)    090 11 50.     (W)     SCALED    
 BJ1256* NAVD 88     -        56.560  (meters)     185.56   (feet)  ADJUSTED  
 BJ1256  ___________________________________________________________________
 BJ1256  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ1256  DYNAMIC HT  -          56.487 (meters)     185.32  (feet)  COMP
 BJ1256  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ1256
 BJ1256  VERT ORDER  -  SECOND    CLASS I
 BJ1256
 BJ1256.The horizontal coordinates were scaled from a topographic map and have
 BJ1256.an estimated accuracy of +/- 6 seconds.
 BJ1256
 BJ1256.The orthometric height was determined by differential leveling
 BJ1256.and adjusted by the National Geodetic Survey in February 1994..
 BJ1256
 BJ1256.The geoid height was determined by GEOID03.
 BJ1256
 BJ1256.The dynamic height is computed by dividing the NAVD 88
 BJ1256.geopotential number by the normal gravity value computed on the
 BJ1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1256.degrees latitude (g = 980.6199 gals.).
 BJ1256
 BJ1256.The modeled gravity was interpolated from observed gravity values.
 BJ1256
 BJ1256;                    North         East    Units  Estimated Accuracy
 BJ1256;SPC LA S     -   241,660.    1,108,870.      MT  (+/- 180 meters Scaled)
 BJ1256
 BJ1256                          SUPERSEDED SURVEY CONTROL
 BJ1256
 BJ1256  NGVD 29 (??/??/??)   56.65   (m)          185.9    (f) RESET       3  
 BJ1256
 BJ1256.Superseded values are not recommended for survey control.
 BJ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1256.See file dsdata.txt to determine how the superseded data were derived.
 BJ1256
 BJ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP685969(NAD 83)
 BJ1256_MARKER: DB = BENCH MARK DISK
 BJ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1256_STAMPING: P 80 RESET 1961
 BJ1256_MARK LOGO: CGS   
 BJ1256_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1256+STABILITY: SURFACE MOTION
 BJ1256
 BJ1256  HISTORY     - Date     Condition        Report By
 BJ1256  HISTORY     - 1961     MONUMENTED       CGS
 BJ1256  HISTORY     - 1982     GOOD             LADTD
 BJ1256
 BJ1256                          STATION DESCRIPTION
 BJ1256
 BJ1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BJ1256'3.2 MI N FROM FOLSOM.
 BJ1256'THIS MARK IS LOCATED 3.2 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE
 BJ1256'MAIN CROSSROADS AT FOLSOM, 0.2 MILE NORTH OF THE ENTRANCE TO THE
 BJ1256'JOHNSON TUNG FARM, AT THE TOP OF A GRADE, AND IN THE SOUTHEAST ANGLE
 BJ1256'OF THE JUNCTION WITH A DIM WOODS ROAD LEADING EAST.  IT IS 60 FEET
 BJ1256'EAST OF THE CENTERLINE OF THE HIGHWAY AT STATION 87+87, 18 FEET SOUTH
 BJ1256'OF THE CENTER OF THE WOOD ROAD, 13 FEET SOUTH OF THE SOUTH END OF A
 BJ1256'GATE, 10 FEET SOUTH OF A 12-INCH PINE TREE, 1 FOOT WEST OF A FENCELINE
 BJ1256'AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED P
 BJ1256'80 RESET 1961, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BJ1256'PROJECTING 4 INCHES ABOVE THE GROUND.
 BJ1256
 BJ1256                          STATION RECOVERY (1982)
 BJ1256
 BJ1256'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1256'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE MAIN
 BJ1256'CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG STATE HIGHWAY
 BJ1256'25 FOR 5.6 KM (3.5 MI) TO THE STATION ON THE RIGHT NEAR A DRY RAMP,
 BJ1256'18.8 METERS (60 FT) EAST-SOUTHEAST CENTER OF LA 25, 4.4 METERS
 BJ1256'(14.5 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER, 16 METERS
 BJ1256'(52.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF A WOODS ROAD, 8.4 METERS
 BJ1256'(27.5 FT) SOUTH-SOUTHWEST OF A TELEPHONE PEDESTAL, 0.3 METER (1 FT)
 BJ1256'WEST-NORTHWEST OF A FENCE.
 BJ1256'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 BJ1256'THE MARK IS 0.61 M ABOVE LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1022 ***********************************************************************
 BJ1022  DESIGNATION -  P 94 RESET
 BJ1022  PID         -  BJ1022
 BJ1022  STATE/COUNTY-  LA/IBERVILLE
 BJ1022  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1022
 BJ1022                         *CURRENT SURVEY CONTROL
 BJ1022  ___________________________________________________________________
 BJ1022* NAD 83(1986)-  30 17 17.     (N)    091 11 33.     (W)     SCALED    
 BJ1022* NAVD 88     -         8.528  (meters)      27.98   (feet)  ADJUSTED  
 BJ1022  ___________________________________________________________________
 BJ1022  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1022  DYNAMIC HT  -           8.517 (meters)      27.94  (feet)  COMP
 BJ1022  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BJ1022
 BJ1022  VERT ORDER  -  FIRST     CLASS I
 BJ1022
 BJ1022.The horizontal coordinates were scaled from a topographic map and have
 BJ1022.an estimated accuracy of +/- 6 seconds.
 BJ1022
 BJ1022.The orthometric height was determined by differential leveling
 BJ1022.and adjusted by the National Geodetic Survey in February 1994..
 BJ1022
 BJ1022.The geoid height was determined by GEOID03.
 BJ1022
 BJ1022.The dynamic height is computed by dividing the NAVD 88
 BJ1022.geopotential number by the normal gravity value computed on the
 BJ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1022.degrees latitude (g = 980.6199 gals.).
 BJ1022
 BJ1022.The modeled gravity was interpolated from observed gravity values.
 BJ1022
 BJ1022;                    North         East    Units  Estimated Accuracy
 BJ1022;SPC LA S     -   198,210.    1,013,550.      MT  (+/- 180 meters Scaled)
 BJ1022
 BJ1022                          SUPERSEDED SURVEY CONTROL
 BJ1022
 BJ1022  NGVD 29 (??/??/??)    8.582  (m)           28.16   (f) ADJUSTED    1 1
 BJ1022
 BJ1022.Superseded values are not recommended for survey control.
 BJ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1022.See file dsdata.txt to determine how the superseded data were derived.
 BJ1022
 BJ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP738520(NAD 83)
 BJ1022_MARKER: DB = BENCH MARK DISK
 BJ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1022_SP_SET: CONCRETE POST
 BJ1022_STAMPING: P 94 1938 RESET 1956
 BJ1022_MARK LOGO: CGS   
 BJ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1022+STABILITY: SURFACE MOTION
 BJ1022
 BJ1022  HISTORY     - Date     Condition        Report By
 BJ1022  HISTORY     - 1956     MONUMENTED       CGS
 BJ1022  HISTORY     - 1964     GOOD             CGS
 BJ1022  HISTORY     - 1976     GOOD             NGS
 BJ1022  HISTORY     - 1986     GOOD             NGS
 BJ1022
 BJ1022                          STATION DESCRIPTION
 BJ1022
 BJ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1022'5.9 MI NW FROM SAINT GABRIEL.
 BJ1022'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1022'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 2.2 MILES NORTHWEST ALONG
 BJ1022'STATE HIGHWAY 75, ABOUT 1.0 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 BJ1022'991, NEAR THE SOUTHEAST CORNER OF A PASTURE, 40 1/2 FEET NORTH OF THE
 BJ1022'CENTER LINE OF THE HIGHWAY, 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BJ1022'OF A ONE-STORY FRAME HOUSE, 5 1/2 FEET WEST OF A FENCE CORNER, 112
 BJ1022'FEET EAST OF POWER LINE POLE NO. 107, 1 1/2 FEET WEST OF A METAL
 BJ1022'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BJ1022'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1022
 BJ1022                          STATION RECOVERY (1976)
 BJ1022
 BJ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1022'6.2 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH STATE
 BJ1022'HIGHWAY 74, 41 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 88 FT
 BJ1022'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY FRAME HOUSE, 5.5 FT
 BJ1022'WEST OF A FENCE CORNER, 114 FT EAST OF A POWER POLE, 115 FT WEST OF
 BJ1022'THE CENTER LINE OF THE DRIVEWAY TO ONE STORY FRAME HOUSE, 0,5 FT SOUTH
 BJ1022'OF A FENCE LINE.
 BJ1022
 BJ1022                          STATION RECOVERY (1986)
 BJ1022
 BJ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1020 ***********************************************************************
 BX1020  DESIGNATION -  P 96
 BX1020  PID         -  BX1020
 BX1020  STATE/COUNTY-  LA/RAPIDES
 BX1020  USGS QUAD   -  BOYCE (1992)
 BX1020
 BX1020                         *CURRENT SURVEY CONTROL
 BX1020  ___________________________________________________________________
 BX1020* NAD 83(1986)-  31 24 24.     (N)    092 41 58.     (W)     SCALED    
 BX1020* NAVD 88     -        30.05   (+/-2cm)      98.6    (feet)  VERTCON   
 BX1020  ___________________________________________________________________
 BX1020  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1020
 BX1020  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1020
 BX1020.The horizontal coordinates were scaled from a topographic map and have
 BX1020.an estimated accuracy of +/- 6 seconds.
 BX1020
 BX1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1020.The vertical order pertains to the NGVD 29 superseded value.
 BX1020
 BX1020.The geoid height was determined by GEOID03.
 BX1020
 BX1020;                    North         East    Units  Estimated Accuracy
 BX1020;SPC LA N     -   100,550.      981,030.      MT  (+/- 180 meters Scaled)
 BX1020
 BX1020                          SUPERSEDED SURVEY CONTROL
 BX1020
 BX1020  NGVD 29 (??/??/??)   30.053  (m)           98.60   (f) ADJUSTED    1 2
 BX1020
 BX1020.Superseded values are not recommended for survey control.
 BX1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1020.See file dsdata.txt to determine how the superseded data were derived.
 BX1020
 BX1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ285747(NAD 83)
 BX1020_MARKER: DB = BENCH MARK DISK
 BX1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1020_STAMPING: P 96 1938
 BX1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1020+STABILITY: SURFACE MOTION
 BX1020
 BX1020  HISTORY     - Date     Condition        Report By
 BX1020  HISTORY     - 1938     MONUMENTED       CGS
 BX1020  HISTORY     - 1969     GOOD             LADTD
 BX1020  HISTORY     - 1978     GOOD             LADTD
 BX1020
 BX1020                          STATION DESCRIPTION
 BX1020
 BX1020'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1020'2.1 MI NW FROM BOYCE.
 BX1020'ABOUT 2.1 MILES NORTHWEST ALONG TEXAS AND PACIFIC RAILROAD FROM THE
 BX1020'STATION AT BOYCE IN RAPIDES PARISH.  ABOUT 3 PACES NORTH OF MILE POST
 BX1020'211.  8 PACES WEST OF WEST RAIL OF MAIN TRACK.  3 POLES NORTH OF A JOG
 BX1020'TO THE WEST IN A ROW OF POLES AND IN LINE WITH A ROW OF POLES. DISK IN
 BX1020'TOP OF CONCRETE POST PROJECTING 18 INCHES.  A STEEL WITNESS POST IS
 BX1020'SET 1 FOOT WEST OF THE MARK.
 BX1020
 BX1020                          STATION RECOVERY (1978)
 BX1020
 BX1020'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BX1020'TO REACH THIS STA. FROM THE INT. OF LA 8 AND OLD LA 1 AT ZIMMERMAN,
 BX1020'GO 1.35 MI. SE ON OLD LA 1 TO INT. OF A DIRT ROAD TO LEFT THAT
 BX1020'CROSSES OVER RAILROAD TRACK. GO TO TRACK AND STATION IS LEFT OR N.W.
 BX1020'OF DIRT ROAD, NEAR MILE POST NO. 211. STA. IS 24.0 FT. WEST. OF WEST
 BX1020'RAIL OF TRACK AND 9.0 FT. NORTH OF WOODEN BASE OF OLD MILEPOST 211.
 BX1020'NEW MILE POST NO. 211 IS ON EAST SIDE OF TRACK AND DIRECTLY OPPOSITE
 BX1020'THE OLD MILE POST. STA. IS 150.0 FT. NORTH OF C/L OF DIRT ROAD THAT
 BX1020'CROSSES TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1404 ***********************************************************************
 CQ1404  DESIGNATION -  P 98
 CQ1404  PID         -  CQ1404
 CQ1404  STATE/COUNTY-  LA/WEBSTER
 CQ1404  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1404
 CQ1404                         *CURRENT SURVEY CONTROL
 CQ1404  ___________________________________________________________________
 CQ1404* NAD 83(1986)-  32 30 39.     (N)    093 17 04.     (W)     SCALED    
 CQ1404* NAVD 88     -        57.41   (+/-2cm)     188.4    (feet)  VERTCON   
 CQ1404  ___________________________________________________________________
 CQ1404  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1404
 CQ1404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1404
 CQ1404.The horizontal coordinates were scaled from a topographic map and have
 CQ1404.an estimated accuracy of +/- 6 seconds.
 CQ1404
 CQ1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1404.The vertical order pertains to the NGVD 29 superseded value.
 CQ1404
 CQ1404.The geoid height was determined by GEOID03.
 CQ1404
 CQ1404;                    North         East    Units  Estimated Accuracy
 CQ1404;SPC LA N     -   223,220.      926,290.      MT  (+/- 180 meters Scaled)
 CQ1404
 CQ1404                          SUPERSEDED SURVEY CONTROL
 CQ1404
 CQ1404  NGVD 29 (??/??/??)   57.479  (m)          188.58   (f) ADJUSTED    2 0
 CQ1404
 CQ1404.Superseded values are not recommended for survey control.
 CQ1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1404.See file dsdata.txt to determine how the superseded data were derived.
 CQ1404
 CQ1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR732970(NAD 83)
 CQ1404_MARKER: DB = BENCH MARK DISK
 CQ1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1404_STAMPING: P-98 1938
 CQ1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1404+STABILITY: SURFACE MOTION
 CQ1404
 CQ1404  HISTORY     - Date     Condition        Report By
 CQ1404  HISTORY     - 1938     MONUMENTED       CGS
 CQ1404  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ1404  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1404
 CQ1404                          STATION DESCRIPTION
 CQ1404
 CQ1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1404'2.1 MI S FROM SIBLEY.
 CQ1404'ABOUT 2.1 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1404'THE STATION AT SIBLEY, WEBSTER PARISH, ABOUT 85 FEET NORTH OF MILEAGE
 CQ1404'85.5, ABOUT 48 FEET SOUTHEAST OF THE CROSSING OF A DIM ROAD LEADING TO
 CQ1404'A NEGRO SHACK, 41 FEET EAST OF THE EAST RAIL, AND 2 FEET FROM A WIRE
 CQ1404'FENCE.  A STANDARD DISK, STAMPED P 98 1938 AND SET IN THE TOP OF A
 CQ1404'CONCRETE POST.
 CQ1404
 CQ1404                          STATION RECOVERY (1978)
 CQ1404
 CQ1404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ1404'MARK NOT FOUND.
 CQ1404
 CQ1404                          STATION RECOVERY (2000)
 CQ1404
 CQ1404'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1927 ***********************************************************************
 BX1927  DESIGNATION -  P 99
 BX1927  PID         -  BX1927
 BX1927  STATE/COUNTY-  LA/SABINE
 BX1927  USGS QUAD   -  MANY (1994)
 BX1927
 BX1927                         *CURRENT SURVEY CONTROL
 BX1927  ___________________________________________________________________
 BX1927* NAD 83(1986)-  31 32 27.     (N)    093 27 43.     (W)     SCALED    
 BX1927* NAVD 88     -        87.02   (+/-2cm)     285.5    (feet)  VERTCON   
 BX1927  ___________________________________________________________________
 BX1927  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX1927
 BX1927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1927
 BX1927.The horizontal coordinates were scaled from a topographic map and have
 BX1927.an estimated accuracy of +/- 6 seconds.
 BX1927
 BX1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1927.The vertical order pertains to the NGVD 29 superseded value.
 BX1927
 BX1927.The geoid height was determined by GEOID03.
 BX1927
 BX1927;                    North         East    Units  Estimated Accuracy
 BX1927;SPC LA N     -   115,810.      908,660.      MT  (+/- 180 meters Scaled)
 BX1927
 BX1927                          SUPERSEDED SURVEY CONTROL
 BX1927
 BX1927  NGVD 29 (??/??/??)   87.109  (m)          285.79   (f) ADJUSTED    2 0
 BX1927
 BX1927.Superseded values are not recommended for survey control.
 BX1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1927.See file dsdata.txt to determine how the superseded data were derived.
 BX1927
 BX1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ561896(NAD 83)
 BX1927_MARKER: DB = BENCH MARK DISK
 BX1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1927_STAMPING: P 99 1938
 BX1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1927+STABILITY: SURFACE MOTION
 BX1927
 BX1927  HISTORY     - Date     Condition        Report By
 BX1927  HISTORY     - 1938     MONUMENTED       CGS
 BX1927  HISTORY     - 1957     POOR             USGS
 BX1927  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1927
 BX1927                          STATION DESCRIPTION
 BX1927
 BX1927'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1927'2.3 MI SE FROM MANY.
 BX1927'2.3 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1927'STATION AT MANY, SABINE PARISH, AT THE SOUTH END OF A SMALL CUT, 300
 BX1927'FEET NORTH OF A 45-DEGREE CURVE SIGN, 120 FEET FROM THE CONCRETE
 BX1927'CULVERT, AND 34 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED
 BX1927'P 99 1938 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BROKEN IN TWO
 BX1927'PIECES.  LOWER PORTION STILL IN PLACE APPARENTLY.
 BX1927
 BX1927                          STATION RECOVERY (2001)
 BX1927
 BX1927'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1113 ***********************************************************************
 CR1113  DESIGNATION -  PACE
 CR1113  PID         -  CR1113
 CR1113  STATE/COUNTY-  LA/DE SOTO
 CR1113  USGS QUAD   -  
 CR1113
 CR1113                         *CURRENT SURVEY CONTROL
 CR1113  ___________________________________________________________________
 CR1113* NAD 83(1992)-  32 04 48.94031(N)    094 00 18.08845(W)     ADJUSTED  
 CR1113* NAVD 88     -       105.64   (+/-2cm)     346.6    (feet)  VERTCON   
 CR1113  ___________________________________________________________________
 CR1113  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CR1113  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CR1113
 CR1113  HORZ ORDER  -  FIRST
 CR1113  VERT ORDER  -  THIRD ? (See Below)
 CR1113
 CR1113.The horizontal coordinates were established by classical geodetic methods
 CR1113.and adjusted by the National Geodetic Survey in February 1996..
 CR1113
 CR1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1113.The vertical order pertains to the NGVD 29 superseded value.
 CR1113
 CR1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1113
 CR1113.The geoid height was determined by GEOID03.
 CR1113
 CR1113;                    North         East     Units Scale Factor Converg.
 CR1113;SPC LA N     -   176,198.212   857,925.636   MT  0.99991875   -0 47 44.5
 CR1113;SPC LA N     -   578,076.97  2,814,711.02   sFT  0.99991875   -0 47 44.5
 CR1113;SPC TXNC     - 2,054,942.797 1,024,250.875   MT  1.00001512   +2 27 05.5
 CR1113;SPC TXNC     - 6,741,924.83  3,360,396.41   sFT  1.00001512   +2 27 05.5
 CR1113;SPC TX C     - 3,284,568.187 1,297,173.215   MT  1.00005884   +3 15 34.0
 CR1113;SPC TX C     -10,776,120.79  4,255,809.12   sFT  1.00005884   +3 15 34.0
 CR1113;UTM  15      - 3,549,773.940   405,150.709   MT  0.99971094   -0 32 01.7
 CR1113
 CR1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1113!SPC LA N     -   0.99998747  x   0.99991875  =   0.99990622
 CR1113!SPC TXNC     -   0.99998747  x   1.00001512  =   1.00000259
 CR1113!SPC TX C     -   0.99998747  x   1.00005884  =   1.00004631
 CR1113!UTM  15      -   0.99998747  x   0.99971094  =   0.99969841
 CR1113
 CR1113:                Primary Azimuth Mark                     Grid Az
 CR1113:SPC LA N     -  PACE AZ MK                               022 09 09.2
 CR1113:SPC TXNC     -  PACE AZ MK                               018 54 19.2
 CR1113:SPC TX C     -  PACE AZ MK                               018 05 50.7
 CR1113:UTM  15      -  PACE AZ MK                               021 53 26.4
 CR1113
 CR1113|---------------------------------------------------------------------|
 CR1113| PID    Reference Object                     Distance      Geod. Az  |
 CR1113|                                                           dddmmss.s |
 CR1113| CX6013 PACE AZ MK                                         0212124.7 |
 CR1113| CX6014 PACE RM 1                           146.813 METERS 12312     |
 CR1113| BY2600 LOGANSPORT MUNICIPAL TANK           APPROX.11.9 KM 1795930.7 |
 CR1113| CX6015 PACE RM 2                            66.706 METERS 34255     |
 CR1113|---------------------------------------------------------------------|
 CR1113
 CR1113                          SUPERSEDED SURVEY CONTROL
 CR1113
 CR1113  NAD 83(1992)-  32 04 48.94602(N)    094 00 18.08320(W) AD(       ) 1
 CR1113  NAD 83(1986)-  32 04 48.94876(N)    094 00 18.08128(W) AD(       ) 1
 CR1113  NAD 27      -  32 04 48.35300(N)    094 00 17.40400(W) AD(       ) 1
 CR1113  NGVD 29 (07/19/86)  105.69   (m)          346.8    (f) LEVELING    3  
 CR1113
 CR1113.Superseded values are not recommended for survey control.
 CR1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1113.See file dsdata.txt to determine how the superseded data were derived.
 CR1113
 CR1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0515149774(NAD 83)
 CR1113_MARKER: DS = TRIANGULATION STATION DISK
 CR1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1113
 CR1113  HISTORY     - Date     Condition        Report By
 CR1113  HISTORY     - 1930     MONUMENTED       CGS
 CR1113  HISTORY     - 1956     GOOD             CGS
 CR1113  HISTORY     - 1958     GOOD             CGS
 CR1113  HISTORY     - 1962     GOOD             LOCSUR
 CR1113  HISTORY     - 19970206 MARK NOT FOUND   USPSQD
 CR1113
 CR1113                          STATION DESCRIPTION
 CR1113
 CR1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CR1113'ABOUT 3-1/2 MILES, AIR LINE, SW BY W OF LONGSTREET, ABOUT
 CR1113'7 MILES AIR LINE N OF LOGANSPORT, IN SE 1/4 SE 1/4 SECTION
 CR1113'28, T. 13 N., R 16 W., IN PASTURE, ON LAND OWNED BY J.O. PACE,
 CR1113'ABOUT 45 METERS (148 FEET) SE OF CORNER OF WIRE FENCE BETWEEN
 CR1113'COTTON FIELD AND PASTURE, AND ABOUT 125 METERS (410 FEET)
 CR1113'W OF ROAD.
 CR1113'
 CR1113'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CR1113'DISKS SET IN CONCRETE.
 CR1113'
 CR1113'REFERENCE MARK NO. 1 IS 7 METERS (23 FEET) W OF CENTER LINE
 CR1113'OF ROAD, 10 METERS (33 FEET) S OF S SIDE OF GATE, 2 METERS
 CR1113'(7 FEET) NW OF A 4-FOOT STUMP, 40 METERS (131 FEET) S OF A
 CR1113'HOUSE, AND 150 METERS (492 FEET) FROM STATION S 56 DEG
 CR1113'47 MIN 45 SEC E.
 CR1113'
 CR1113'REFERENCE MARK NO. 2 IS ON CENTER LINE OF WIRE FENCE BETWEEN
 CR1113'COTTON FIELD AND PASTURE, ABOUT 36 METERS (118 FEET) NE OF
 CR1113'CORNER OF SAME WIRE FENCE, AND 66.80 METERS (219.2 FEET)
 CR1113'FROM STATION N 17 DEG 05 SEC W.
 CR1113
 CR1113                          STATION RECOVERY (1956)
 CR1113
 CR1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1113'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CR1113'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CR1113'TO STATION SITE ARE CORRECT.
 CR1113
 CR1113                          STATION RECOVERY (1958)
 CR1113
 CR1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1113'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1113'NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AN
 CR1113'AZIMUTH MARK WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 CR1113'
 CR1113'THE STATION IS LOCATED IN A PASTURE ABOUT 7 MILES, AIRLINE,
 CR1113'NORTH OF LOGANSPORT AND 3 MILES WEST-SOUTHWEST OF LONGSTREET.
 CR1113'IT IS 35 YARDS EAST OF THE EDGE OF AN OAK GROVE AND 73 FEET
 CR1113'SOUTH OF THE CENTER OF A TRACK ROAD.  THE MARK PROJECTS 6
 CR1113'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED PACE
 CR1113'1930.
 CR1113'
 CR1113'REFERENCE MARK NO. 1 IS 71 FEET SOUTH OF THE CENTER OF A BOARD
 CR1113'GATE, 68 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 CR1113'SHACK, 23 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 CR1113'5 FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 CR1113'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED PACE
 CR1113'NO 1 1930.
 CR1113'
 CR1113'REFERENCE MARK NO. 2 IS LOCATED AT THE SOUTHEAST EDGE OF A
 CR1113'PINE GROVE.  THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE
 CR1113'OF THE GROUND AND IS STAMPED PACE NO 2 1930.
 CR1113'
 CR1113'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A GRAVELED
 CR1113'ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 CR1113'OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 4 INCHES
 CR1113'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED PACE 1930
 CR1113'1958.
 CR1113'
 CR1113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 CR1113'AND LOUISIANA STATE HIGHWAY 764 IN THE EAST EDGE OF LOGANSPORT
 CR1113'GO NORTHERLY ON LOUISIANA STATE HIGHWAY 764 FOR 3.4 MILES
 CR1113'TO A FORKS IN THE ROAD.  TAKE THE RIGHT FORK AND GO 3 MILES
 CR1113'TO THE COOL SPRINGS BAPTIST CHURCH ON THE RIGHT.  CONTINUE
 CR1113'STRAIGHT AHEAD ON THE GRAVELED ROAD AND GO 1 MILE TO THE
 CR1113'REFERENCE MARK ON THE LEFT AND A BOARD GATE ON EACH SIDE OF
 CR1113'THE ROAD.  (TO REACH THE AZIMUTH MARK CONTINUE STRAIGHT
 CR1113'AHEAD ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 CR1113'ON THE RIGHT AS DESCRIBED.) TURN LEFT AND PASS THROUGH THE
 CR1113'BOARD GATE AND FOLLOW THE TRACK ROAD FOR 0.1 MILE TO THE
 CR1113'STATION ON THE LEFT AS DESCRIBED.
 CR1113
 CR1113                          STATION RECOVERY (1962)
 CR1113
 CR1113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 CR1113'RECOVERED BY BUTLER AND BROWN
 CR1113'
 CR1113'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN
 CR1113'GOOD CONDITION EXACTLY AS DESCRIBED.
 CR1113
 CR1113                          STATION RECOVERY (1997)
 CR1113
 CR1113'RECOVERY NOTE BY US POWER SQUADRON 1997
 CR1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2639 ***********************************************************************
 BK2639  DESIGNATION -  PAIL
 BK2639  PID         -  BK2639
 BK2639  STATE/COUNTY-  LA/EVANGELINE
 BK2639  USGS QUAD   -  LAWTELL (1983)
 BK2639
 BK2639                         *CURRENT SURVEY CONTROL
 BK2639  ___________________________________________________________________
 BK2639* NAD 83(1992)-  30 36 07.94757(N)    092 14 59.86808(W)     ADJUSTED  
 BK2639* NAVD 88     -        19.4    (meters)      64.     (feet)  VERTCON   
 BK2639  ___________________________________________________________________
 BK2639  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BK2639  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2639
 BK2639  HORZ ORDER  -  SECOND
 BK2639
 BK2639.The horizontal coordinates were established by classical geodetic methods
 BK2639.and adjusted by the National Geodetic Survey in January 1993..
 BK2639
 BK2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2639
 BK2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2639
 BK2639.The geoid height was determined by GEOID03.
 BK2639
 BK2639;                    North         East     Units Scale Factor Converg.
 BK2639;SPC LA S     -   233,373.508   912,099.282   MT  0.99998066   -0 27 30.0
 BK2639;SPC LA S     -   765,659.58  2,992,445.73   sFT  0.99998066   -0 27 30.0
 BK2639;UTM  15      - 3,385,757.488   571,899.543   MT  0.99966377   +0 22 54.6
 BK2639
 BK2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2639!SPC LA S     -   1.00000124  x   0.99998066  =   0.99998190
 BK2639!UTM  15      -   1.00000124  x   0.99966377  =   0.99966501
 BK2639
 BK2639|---------------------------------------------------------------------|
 BK2639| PID    Reference Object                     Distance      Geod. Az  |
 BK2639|                                                           dddmmss.s |
 BK2639| CW2167 PAIL RM 2                            12.273 METERS 03304     |
 BK2639| CW2166 PAIL AZ MK                                         1024711.4 |
 BK2639| BK2658 PAIL LADH RM 1                       18.190 METERS 28846     |
 BK2639| BK2643 VILLE PLATTE WATER TANK             APPROX. 9.7 KM 3454031.3 |
 BK2639|---------------------------------------------------------------------|
 BK2639
 BK2639                          SUPERSEDED SURVEY CONTROL
 BK2639
 BK2639  NAD 83(1986)-  30 36 07.96760(N)    092 14 59.86197(W) AD(       ) 2
 BK2639  NAD 27      -  30 36 07.25297(N)    092 14 59.41078(W) AD(       ) 2
 BK2639  NGVD 29 (07/19/86)   19.4    (m)           64.     (f) VERT ANG       
 BK2639
 BK2639.Superseded values are not recommended for survey control.
 BK2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2639.See file dsdata.txt to determine how the superseded data were derived.
 BK2639
 BK2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7190085757(NAD 83)
 BK2639_MARKER: DD = SURVEY DISK
 BK2639_SETTING: 0 = UNSPECIFIED SETTING
 BK2639
 BK2639  HISTORY     - Date     Condition        Report By
 BK2639  HISTORY     - 1969     MONUMENTED       LADTD
 BK2639
 BK2639                          STATION DESCRIPTION
 BK2639
 BK2639'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2639'THE STATION IS LOCATED 3.87 MILES EAST OF THE JUNCTION OF
 BK2639'STATE HIGHWAY 29 AND STATE HIGHWAY 104, IN THE SE 1/4 OF SECTION
 BK2639'20, T5S, R2E, AND ON PROPERTY OWNED BY MR. DELL MANUEL.  IT IS
 BK2639'130.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 104,
 BK2639'115.0 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 1165,
 BK2639'31.0 FEET SOUTH OF A 24 INCH COTTONWOOD TREE, 1.70 FEET
 BK2639'NORTHWEST OF A METAL WITNESS POST AND SIGN, 2.75 FEET NORTHWEST
 BK2639'OF A FENCE, 62.0 FEET NORTHEAST OF NORTHEAST CORNER OF A
 BK2639'RESIDENCE, AND 51.50 FEET EAST OF A POWER POLE.  IT IS A
 BK2639'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BK2639'GEODETIC SURVEY DISK, STAMPED PAIL 1969 FLUSH WITH THE
 BK2639'SURFACE OF THE GROUND.
 BK2639'
 BK2639'REFERENCE MARK NO. 1 IS 59.68 FEET WEST OF THE STATION.  IT IS
 BK2639'7.00 FEET WEST OF A POWER POLE, 2.00 FEET NORTHEAST OF A
 BK2639'FENCE AROUND HOUSE, 32.70 FEET NORTH OF THE NORTHWEST CORNER
 BK2639'OF A RESIDENCE, 56.0 FEET WEST-SOUTHWEST OF A 24 INCH
 BK2639'COTTONWOOD TREE, 66.20 FEET SOUTHEAST OF THE CENTERLINE OF
 BK2639'STATE HIGHWAY 1165, AND 61.0 FEET WEST OF WITNESS POST
 BK2639'AT STATION.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2639'U.S. COAST AND GEODETIC SURVEY DISK, STAMPED R.M. NO.1 PAIL
 BK2639'1969, FLUSH WITH THE SURFACE OF THE GROUND.
 BK2639'
 BK2639'REFERENCE MARK NO. 2 IS 40.26 FEET NORTHEAST OF THE
 BK2639'STATION.  IT IS 17.00 FEET NORTHWEST OF A FENCE CORNER,
 BK2639'21.40 FEET EAST OF A 24 INCH COTTONWOOD TREE, 41.0 FEET
 BK2639'NORTH-NORTHEAST OF WITNESS POST AT STATION, 100.0 FEET
 BK2639'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 1165, AND 92.0
 BK2639'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 104.  IT IS
 BK2639'A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 BK2639'SURVEY DISK STAMPED R.M. NO. 2 PAIL 1969, FLUSH WITH THE
 BK2639'SURFACE OF THE GROUND.
 BK2639'
 BK2639'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS
 BK2639'79.81 FEET.
 BK2639'
 BK2639'THE AZIMUTH MARK IS 0.16 MILE EAST OF THE STATION.  IT IS 1.45
 BK2639'FEET NORTH OF A METAL WITNESS POST AND SIGN, 2.00 FEET NORTH
 BK2639'OF A FENCE, 10.51 FEET WEST-NORTHWEST OF A POWER POLE, 18.0
 BK2639'FEET EAST OF A CROSS FENCE, 39.0 FEET SOUTH-SOUTHWEST OF THE
 BK2639'CENTERLINE OF STATE HIGHWAY 104, AND 56.20 FEET WEST OF A
 BK2639'CONCRETE HIGHWAY RIGHT OF WAY MARKER.  IT IS A LOUISIANA
 BK2639'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY
 BK2639'DISK STAMPED AZ.MK. PAIL 1969, PROJECTING 2 INCHES.
 BK2639'
 BK2639'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE
 BK2639'HIGHWAY 1165 AND STATE HIGHWAY 104, DRIVE EAST ON STATE
 BK2639'HIGHWAY 104 FOR 0.16 MILE TO MARK SET ON RIGHT NEAR A FENCE.
 BK2639'
 BK2639'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BK2639'29 AND STATE HIGHWAY 104, DRIVE EAST ON STATE HIGHWAY 104 FOR
 BK2639'3.87 MILES TO STATION SET IN THE SOUTHEAST QUADRANT OF
 BK2639'INTERSECTION WITH STATE HIGHWAY 1165.
 BK2639'
 BK2639'CUT IN WATER TANK IN VILLE PLATTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3265 ***********************************************************************
 AU3265  DESIGNATION -  PAINCOURTVILLE
 AU3265  PID         -  AU3265
 AU3265  STATE/COUNTY-  LA/TERREBONNE
 AU3265  USGS QUAD   -  NAPOLEONVILLE (1980)
 AU3265
 AU3265                         *CURRENT SURVEY CONTROL
 AU3265  ___________________________________________________________________
 AU3265* NAD 83(1992)-  29 57 39.14410(N)    091 06 49.15007(W)     ADJUSTED  
 AU3265* NAVD 88     -         0.67   (+/-2cm)       2.2  **(feet)  VERTCON   
 AU3265  **This station is located in a subsidence area (see below).
 AU3265  ___________________________________________________________________
 AU3265  X           -    -107,487.140 (meters)                     COMP
 AU3265  Y           -  -5,529,356.998 (meters)                     COMP
 AU3265  Z           -   3,166,603.924 (meters)                     COMP
 AU3265  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3265  ELLIP HEIGHT-         -25.80  (meters)          (07/18/02) GPS OBS
 AU3265  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AU3265
 AU3265  HORZ ORDER  -  FIRST
 AU3265  VERT ORDER  -  THIRD ? (See Below)
 AU3265  ELLP ORDER  -  FOURTH    CLASS II
 AU3265
 AU3265.The horizontal coordinates were established by GPS observations
 AU3265.and adjusted by the National Geodetic Survey in January 1993..
 AU3265
 AU3265 ** The orthometric height has not been validated since last determined
 AU3265 ** by differential leveling and should not be used for control purposes.
 AU3265 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3265 ** area with valid NAVD 88 orthometric heights.
 AU3265 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3265 ** epoch indicated which incorporates improved geoid heights for the
 AU3265 ** Southern Louisiana Subsidence area.
 AU3265 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3265.The vertical order pertains to the NGVD 29 superseded value.
 AU3265
 AU3265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3265
 AU3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3265
 AU3265.The ellipsoidal height was determined by GPS observations
 AU3265.and is referenced to NAD 83.
 AU3265
 AU3265.The geoid height was determined by GEOID03.
 AU3265
 AU3265;                    North         East     Units Scale Factor Converg.
 AU3265;SPC LA S     -   161,949.788 1,021,202.885   MT  0.99992599   +0 06 35.4
 AU3265;SPC LA S     -   531,330.26  3,350,396.47   sFT  0.99992599   +0 06 35.4
 AU3265;UTM  15      - 3,315,946.560   682,021.752   MT  1.00000879   +0 56 32.3
 AU3265
 AU3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3265!SPC LA S     -   1.00000405  x   0.99992599  =   0.99993004
 AU3265!UTM  15      -   1.00000405  x   1.00000879  =   1.00001284
 AU3265
 AU3265                          SUPERSEDED SURVEY CONTROL
 AU3265
 AU3265  ELLIP H (01/21/93)  -25.75   (m)                       GP(       ) 4 2
 AU3265  NAD 83(1986)-  29 57 39.16497(N)    091 06 49.14896(W) AD(       ) 1
 AU3265  NGVD 29 (04/21/89)    0.73   (m)            2.4    (f) LEVELING    3  
 AU3265
 AU3265.Superseded values are not recommended for survey control.
 AU3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3265.See file dsdata.txt to determine how the superseded data were derived.
 AU3265
 AU3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8202215947(NAD 83)
 AU3265_MARKER: I = METAL ROD
 AU3265_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3265_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3265+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3265
 AU3265  HISTORY     - Date     Condition        Report By
 AU3265  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3265
 AU3265                          STATION DESCRIPTION
 AU3265
 AU3265'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3265'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF HOUMA LOUISIANA,
 AU3265'AND ABOUT 25 NORTH OF MORGAN CITY LOUISIANA.
 AU3265'
 AU3265'TO REACH THE STATION FROM NAPOLEONVILLE LOUISIANA, GO 5.5 MILES NORTH
 AU3265'ON STATE ROUTE 1 TO A JUNCTION WITH STATE ROUTE 403 GO WEST ON ROUTE
 AU3265'403 TO THE JUNCTION WITH ROUTHE 402.  CONTINUE ON ROUTE 403 FOR 4.3
 AU3265'MILES TO BOX 121 JESSE RIVERE.  THE STATION IS LOCATED IN THE REAR AT
 AU3265'THE NORTHEAST CORNER OF A LOT.
 AU3265'
 AU3265'THE STATION IS A 9/16 INCH STEEL ROAD, DRIVEN INTO THE GROUND WITH A
 AU3265'PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND IT. THE PVC PIPE IS
 AU3265'SET IN AN IRREGULAR MASS OF CONCRETE, NEARLY FLUSH WITH THE GROUND.
 AU3265'THE STATION IS 48.7 FEET SOUTH OF A BLUE TRAILER, 119.5 FEET NORTH OF
 AU3265'A BRICK HOUSE AT BOX 121 JESSE RIVERE, 3.5 FEET SOUTH OF A 2 INCH
 AU3265'IRON FENCE POST AND 8.7 FEET SOUTH OF A 4 INCH HACKBERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2321 ***********************************************************************
 AU2321  DESIGNATION -  PAINCOURTVILLE CATHOLIC CHURCH
 AU2321  PID         -  AU2321
 AU2321  STATE/COUNTY-  LA/ASSUMPTION
 AU2321  USGS QUAD   -  NAPOLEONVILLE (1980)
 AU2321
 AU2321                         *CURRENT SURVEY CONTROL
 AU2321  ___________________________________________________________________
 AU2321* NAD 83(1992)-  29 59 30.68871(N)    091 03 19.82327(W)     ADJUSTED  
 AU2321* NAVD 88     -                                                        
 AU2321  **This station is located in a subsidence area (see below).
 AU2321  ___________________________________________________________________
 AU2321  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2321  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AU2321
 AU2321  HORZ ORDER  -  THIRD
 AU2321
 AU2321.The horizontal coordinates were established by classical geodetic methods
 AU2321.and adjusted by the National Geodetic Survey in January 1993..
 AU2321
 AU2321 ** The orthometric height has not been validated since last determined
 AU2321 ** by differential leveling and should not be used for control purposes.
 AU2321 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2321 ** area with valid NAVD 88 orthometric heights.
 AU2321 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2321 ** epoch indicated which incorporates improved geoid heights for the
 AU2321 ** Southern Louisiana Subsidence area.
 AU2321 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2321
 AU2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2321
 AU2321.The geoid height was determined by GEOID03.
 AU2321
 AU2321;                    North         East     Units Scale Factor Converg.
 AU2321;SPC LA S     -   165,396.414 1,026,806.653   MT  0.99992576   +0 08 20.1
 AU2321;SPC LA S     -   542,638.07  3,368,781.49   sFT  0.99992576   +0 08 20.1
 AU2321;UTM  15      - 3,319,474.619   687,575.355   MT  1.00003411   +0 58 20.3
 AU2321
 AU2321                          SUPERSEDED SURVEY CONTROL
 AU2321
 AU2321  NAD 83(1986)-  29 59 30.70728(N)    091 03 19.82283(W) AD(       ) 4
 AU2321  NAD 27      -  29 59 29.97288(N)    091 03 19.46463(W) AD(       ) 3
 AU2321
 AU2321.Superseded values are not recommended for survey control.
 AU2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2321.See file dsdata.txt to determine how the superseded data were derived.
 AU2321
 AU2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8757519475(NAD 83)
 AU2321_MARKER: 90 = CHURCH SPIRE
 AU2321
 AU2321  HISTORY     - Date     Condition        Report By
 AU2321  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2321
 AU2321                          STATION DESCRIPTION
 AU2321
 AU2321'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5094 ***********************************************************************
 BJ5094  DESIGNATION -  PAINCOURTVILLE WATER TANK
 BJ5094  PID         -  BJ5094
 BJ5094  STATE/COUNTY-  LA/ASSUMPTION
 BJ5094  USGS QUAD   -  BELLE ROSE (1974)
 BJ5094
 BJ5094                         *CURRENT SURVEY CONTROL
 BJ5094  ___________________________________________________________________
 BJ5094* NAD 83(1992)-  30 00 04.68129(N)    091 03 10.89562(W)     ADJUSTED  
 BJ5094* NAVD 88     -                                                        
 BJ5094  **This station is located in a subsidence area (see below).
 BJ5094  ___________________________________________________________________
 BJ5094  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ5094  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BJ5094
 BJ5094  HORZ ORDER  -  THIRD
 BJ5094
 BJ5094.The horizontal coordinates were established by classical geodetic methods
 BJ5094.and adjusted by the National Geodetic Survey in January 1993..
 BJ5094
 BJ5094 ** The orthometric height has not been validated since last determined
 BJ5094 ** by differential leveling and should not be used for control purposes.
 BJ5094 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5094 ** area with valid NAVD 88 orthometric heights.
 BJ5094 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5094 ** epoch indicated which incorporates improved geoid heights for the
 BJ5094 ** Southern Louisiana Subsidence area.
 BJ5094 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5094
 BJ5094.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5094
 BJ5094.The geoid height was determined by GEOID03.
 BJ5094
 BJ5094;                    North         East     Units Scale Factor Converg.
 BJ5094;SPC LA S     -   166,443.627 1,027,043.370   MT  0.99992574   +0 08 24.6
 BJ5094;SPC LA S     -   546,073.80  3,369,558.12   sFT  0.99992574   +0 08 24.6
 BJ5094;UTM  15      - 3,320,525.279   687,796.838   MT  1.00003514   +0 58 25.7
 BJ5094
 BJ5094                          SUPERSEDED SURVEY CONTROL
 BJ5094
 BJ5094  NAD 83(1986)-  30 00 04.69915(N)    091 03 10.89332(W) AD(       ) 4
 BJ5094  NAD 27      -  30 00 03.97516(N)    091 03 10.53248(W) AD(       ) 3
 BJ5094
 BJ5094.Superseded values are not recommended for survey control.
 BJ5094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5094.See file dsdata.txt to determine how the superseded data were derived.
 BJ5094
 BJ5094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8779720525(NAD 83)
 BJ5094_MARKER: 53 = ELEVATED TANK
 BJ5094
 BJ5094  HISTORY     - Date     Condition        Report By
 BJ5094  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ5094
 BJ5094                          STATION DESCRIPTION
 BJ5094
 BJ5094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ5094'THE PAINCOURTVILLE, WATER TANK IS LOCATED IN THE NORTH EDGE OF
 BJ5094'PAINCOURTVILLE JUST EAST OF STATE HIGHWAY 1 AND IS OWNED BY THE
 BJ5094'ASSUMPTION PARISH WATER DISTRICT.
 BJ5094'
 BJ5094'IT IS A FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER
 BJ5094'WITH BLACK LETTERING ASSUMPTION WATER DIST AND HAS AN OVERALL
 BJ5094'HEIGHT OF 170 FEET.
 BJ5094'
 BJ5094'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1722 ***********************************************************************
 BX1722  DESIGNATION -  PALM RM 1
 BX1722  PID         -  BX1722
 BX1722  STATE/COUNTY-  LA/SABINE
 BX1722  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1722
 BX1722                         *CURRENT SURVEY CONTROL
 BX1722  ___________________________________________________________________
 BX1722* NAD 83(1986)-  31 45 38.     (N)    093 27 28.     (W)     SCALED    
 BX1722* NAVD 88     -        96.28   (+/-2cm)     315.9    (feet)  VERTCON   
 BX1722  ___________________________________________________________________
 BX1722  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1722
 BX1722  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1722
 BX1722.The horizontal coordinates were scaled from a topographic map and have
 BX1722.an estimated accuracy of +/- 6 seconds.
 BX1722
 BX1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1722.The vertical order pertains to the NGVD 29 superseded value.
 BX1722
 BX1722.The geoid height was determined by GEOID03.
 BX1722
 BX1722;                    North         East    Units  Estimated Accuracy
 BX1722;SPC LA N     -   140,170.      909,270.      MT  (+/- 180 meters Scaled)
 BX1722
 BX1722                          SUPERSEDED SURVEY CONTROL
 BX1722
 BX1722  NGVD 29 (??/??/??)   96.337  (m)          316.07   (f) ADJUSTED    1 2
 BX1722
 BX1722.Superseded values are not recommended for survey control.
 BX1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1722.See file dsdata.txt to determine how the superseded data were derived.
 BX1722
 BX1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR566139(NAD 83)
 BX1722_MARKER: DR = REFERENCE MARK DISK
 BX1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1722_STAMPING: PALM NO 1 1919
 BX1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1722+STABILITY: SURFACE MOTION
 BX1722
 BX1722  HISTORY     - Date     Condition        Report By
 BX1722  HISTORY     - 1919     MONUMENTED       CGS
 BX1722  HISTORY     - 1938     GOOD             CGS
 BX1722  HISTORY     - 19860314 MARK NOT FOUND   USPSQD
 BX1722  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1722
 BX1722                          STATION DESCRIPTION
 BX1722
 BX1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1722'5.25 MI E FROM PLEASANT HILL.
 BX1722'ABOUT 5-1/4 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 BX1722'THE STATION AT PLEASANT HILL, SABINE PARISH, 70 FEET SOUTHEAST OF
 BX1722'TRIANGULATION STATION PALM, DESCRIBED BELOW, AND AT THE SOUTH
 BX1722'RIGHT-OF-WAY FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED PALM NO 1
 BX1722'1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1722
 BX1722                          STATION RECOVERY (1986)
 BX1722
 BX1722'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX1722'MARK NOT FOUND.
 BX1722
 BX1722                          STATION RECOVERY (2001)
 BX1722
 BX1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1722'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1723 ***********************************************************************
 BX1723  DESIGNATION -  PALM RM 2
 BX1723  PID         -  BX1723
 BX1723  STATE/COUNTY-  LA/SABINE
 BX1723  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1723
 BX1723                         *CURRENT SURVEY CONTROL
 BX1723  ___________________________________________________________________
 BX1723* NAD 83(1986)-  31 45 39.     (N)    093 27 31.     (W)     SCALED    
 BX1723* NAVD 88     -        96.05   (+/-2cm)     315.1    (feet)  VERTCON   
 BX1723  ___________________________________________________________________
 BX1723  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1723
 BX1723  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1723
 BX1723.The horizontal coordinates were scaled from a topographic map and have
 BX1723.an estimated accuracy of +/- 6 seconds.
 BX1723
 BX1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1723.The vertical order pertains to the NGVD 29 superseded value.
 BX1723
 BX1723.The geoid height was determined by GEOID03.
 BX1723
 BX1723;                    North         East    Units  Estimated Accuracy
 BX1723;SPC LA N     -   140,200.      909,190.      MT  (+/- 180 meters Scaled)
 BX1723
 BX1723                          SUPERSEDED SURVEY CONTROL
 BX1723
 BX1723  NGVD 29 (??/??/??)   96.106  (m)          315.31   (f) ADJUSTED    1 2
 BX1723
 BX1723.Superseded values are not recommended for survey control.
 BX1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1723.See file dsdata.txt to determine how the superseded data were derived.
 BX1723
 BX1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR565140(NAD 83)
 BX1723_MARKER: DR = REFERENCE MARK DISK
 BX1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1723_STAMPING: PALM NO 2 1919
 BX1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1723+STABILITY: SURFACE MOTION
 BX1723
 BX1723  HISTORY     - Date     Condition        Report By
 BX1723  HISTORY     - 1919     MONUMENTED       CGS
 BX1723  HISTORY     - 1938     GOOD             CGS
 BX1723  HISTORY     - 19860214 MARK NOT FOUND   USPSQD
 BX1723  HISTORY     - 19860214 MARK NOT FOUND   USPSQD
 BX1723  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1723
 BX1723                          STATION DESCRIPTION
 BX1723
 BX1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1723'5.25 MI E FROM PLEASANT HILL.
 BX1723'ABOUT 5-1/4 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 BX1723'THE STATION AT PLEASANT HILL, SABINE PARISH, ON THE SOUTHWEST SIDE OF
 BX1723'A ROAD PARALLELING THE TRACK, 78 FEET SOUTHWEST OF TRIANGULATION
 BX1723'STATION PALM, DESCRIBED BELOW, AND 18 FEET WEST OF A FENCE CORNER AND
 BX1723'AN OLD WOODS ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED PALM NO 2
 BX1723'1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1723
 BX1723                          STATION RECOVERY (1986)
 BX1723
 BX1723'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFO)
 BX1723'MARK NOT FOUND.
 BX1723
 BX1723                          STATION RECOVERY (1986)
 BX1723
 BX1723'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX1723'MARK NOT FOUND.
 BX1723
 BX1723                          STATION RECOVERY (2001)
 BX1723
 BX1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1723'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2637 ***********************************************************************
 BX2637  DESIGNATION -  PALMER
 BX2637  PID         -  BX2637
 BX2637  STATE/COUNTY-  LA/RAPIDES
 BX2637  USGS QUAD   -  LIBUSE (1993)
 BX2637
 BX2637                         *CURRENT SURVEY CONTROL
 BX2637  ___________________________________________________________________
 BX2637* NAD 83(1992)-  31 16 16.92206(N)    092 20 56.71716(W)     ADJUSTED  
 BX2637* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 BX2637  ___________________________________________________________________
 BX2637  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BX2637  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX2637
 BX2637  HORZ ORDER  -  FIRST
 BX2637
 BX2637.The horizontal coordinates were established by classical geodetic methods
 BX2637.and adjusted by the National Geodetic Survey in January 1993..
 BX2637
 BX2637.The orthometric height was scaled from a topographic map.
 BX2637
 BX2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2637
 BX2637.The geoid height was determined by GEOID03.
 BX2637
 BX2637;                    North         East     Units Scale Factor Converg.
 BX2637;SPC LA N     -    85,536.670 1,014,371.432   MT  0.99997791   +0 04 47.2
 BX2637;SPC LA N     -   280,631.56  3,327,983.61   sFT  0.99997791   +0 04 47.2
 BX2637;UTM  15      - 3,459,859.584   561,963.949   MT  0.99964736   +0 20 16.4
 BX2637
 BX2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2637!SPC LA N     -   0.99999712  x   0.99997791  =   0.99997503
 BX2637!UTM  15      -   0.99999712  x   0.99964736  =   0.99964448
 BX2637
 BX2637|---------------------------------------------------------------------|
 BX2637| PID    Reference Object                     Distance      Geod. Az  |
 BX2637|                                                           dddmmss.s |
 BX2637| CY4389 PALMER RM 1                          28.083 METERS 13730     |
 BX2637| CY4388 PALMER AZ MK                                       2121434.0 |
 BX2637| CY4390 PALMER RM 2                          24.790 METERS 25717     |
 BX2637|---------------------------------------------------------------------|
 BX2637
 BX2637                          SUPERSEDED SURVEY CONTROL
 BX2637
 BX2637  NAD 83(1986)-  31 16 16.94143(N)    092 20 56.71243(W) AD(       ) 1
 BX2637  NAD 27      -  31 16 16.27941(N)    092 20 56.23110(W) AD(       ) 1
 BX2637
 BX2637.Superseded values are not recommended for survey control.
 BX2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2637.See file dsdata.txt to determine how the superseded data were derived.
 BX2637
 BX2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6196459860(NAD 83)
 BX2637_MARKER: DS = TRIANGULATION STATION DISK
 BX2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2637
 BX2637  HISTORY     - Date     Condition        Report By
 BX2637  HISTORY     - 1969     MONUMENTED       CGS
 BX2637  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2637
 BX2637                          STATION DESCRIPTION
 BX2637
 BX2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2637'NO MEASUREMENT BETWEEN R.M. 1 AND R.M. 2 BECAUSE OF
 BX2637'TREES ON LINE.
 BX2637'
 BX2637'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF PINEVILLE,
 BX2637'8-1/4 MILES NORTHWEST OF THE POST OFFICE IN RUBY AND ON THE
 BX2637'PROPERTY OF MR. ARCHIE J. CRAIG.
 BX2637'
 BX2637'TO REACH FROM THE POST OFFICE IN PINEVILLE, GO SOUTHEASTERLY
 BX2637'ON STATE HIGHWAY 107 FOR 0.35 MILE TO A STOP LIGHT AND
 BX2637'INTERSECTION WITH MELROSE AND SHAMROCK STREET.  TURN LEFT AND
 BX2637'GO NORTHEASTERLY ON MELROSE STREET FOR 0.2 MILE TO
 BX2637'RAILROAD TRACKS.  TURN RIGHT AND GO SOUTHERLY ON STATE HIGHWAY
 BX2637'107 FOR 0.15 MILE TO AN OVERPASS.  TURN LEFT JUST AFTER GOING
 BX2637'UNDER OVERPASS AND GO EAST ON STATE HIGHWAY 107 PARALLEL TO
 BX2637'STATE HIGHWAY 28 FOR 0.35 MILE TO A FORK.  TURN RIGHT AND GO
 BX2637'SOUTHERLY ON PAVED ROAD FOR 0.15 MILE TO A STOP LIGHT.
 BX2637'CONTINUE AHEAD ON STATE HIGHWAY 107 FOR 5.65 MILE SOUTHERLY TO
 BX2637'TEXAS GAS COMPANY ON THE LEFT AND A CROSSROAD.  TURN RIGHT
 BX2637'AND GO WEST 0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO
 BX2637'SOUTH ON PAVED ROAD FOR 1.6 MILE TO A GRAVELED SIDE ROAD
 BX2637'RIGHT.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.05
 BX2637'MILE TO THE STATION ON THE RIGHT.
 BX2637'
 BX2637'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON
 BX2637'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BX2637'
 BX2637'THE STATION IS A STANDARD DISK, STAMPED PALMER 1969, SET IN
 BX2637'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 BX2637'WITH THE GROUND.  IT IS 42 FEET NORTHEAST OF A 12 INCH PINE
 BX2637'TREE WITH A TRIANGLE BLAZE, 42 FEET NORTH OF THE CENTERLINE
 BX2637'OF A GRAVELED ROAD, 12 FEET SOUTH OF A FENCE LINE AND 2.8
 BX2637'FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2637'
 BX2637'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PALMER NO 1 1969,
 BX2637'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2637'PROJECTS 3 INCHES.  IT IS 42 FEET SOUTH OF THE CENTERLINE
 BX2637'OF A GRAVELED ROAD, 2.5 FEET NORTH OF A 6 INCH PINE TREE AND
 BX2637'18 FEET SOUTHWEST OF A TWIN TRUNK OAK TREE.
 BX2637'
 BX2637'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PALMER NO 2 1969,
 BX2637'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2637'PROJECTS 3 INCHES.  IT IS 66 FEET NORTHWEST OF THE CENTERLINE
 BX2637'OF THE GRAVELED ROAD, 47 FEET WEST OF A 12 INCH PINE TREE AND
 BX2637'33 FEET SOUTH OF AN 8 INCH PINE TREE IN A FENCE LINE.
 BX2637'
 BX2637'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PALMER 1969,
 BX2637'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2637'PROJECTS 4 INCHES.  IT IS 2 FEET NORTH NORTHEAST OF A METAL
 BX2637'WITNESS POST WITH A SIGN ATTACHED, 6.5 FEET EAST SOUTHEAST
 BX2637'OF A 12 INCH PINE TREE AND 100 FEET SOUTH OF THE CENTER LINE
 BX2637'OF THE GRAVELED ROAD.
 BX2637'
 BX2637'HEIGHT OF LIGHT ABOVE STATION MARK 30.29 METERS.
 BX2637
 BX2637                          STATION RECOVERY (1999)
 BX2637
 BX2637'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2408 ***********************************************************************
 AU2408  DESIGNATION -  PALMETTO
 AU2408  PID         -  AU2408
 AU2408  STATE/COUNTY-  LA/ST MARTIN
 AU2408  USGS QUAD   -  TIGER ISLAND (1981)
 AU2408
 AU2408                         *CURRENT SURVEY CONTROL
 AU2408  ___________________________________________________________________
 AU2408* NAD 83(1992)-  29 50 03.93142(N)    091 20 00.05318(W)     ADJUSTED  
 AU2408* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2408  **This station is located in a subsidence area (see below).
 AU2408  ___________________________________________________________________
 AU2408  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU2408  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AU2408
 AU2408  HORZ ORDER  -  FIRST
 AU2408
 AU2408.The horizontal coordinates were established by classical geodetic methods
 AU2408.and adjusted by the National Geodetic Survey in January 1993..
 AU2408
 AU2408 ** The orthometric height has not been validated since last determined
 AU2408 ** by differential leveling and should not be used for control purposes.
 AU2408 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2408 ** area with valid NAVD 88 orthometric heights.
 AU2408 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2408 ** epoch indicated which incorporates improved geoid heights for the
 AU2408 ** Southern Louisiana Subsidence area.
 AU2408 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2408.The orthometric height was scaled from a topographic map.
 AU2408
 AU2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2408
 AU2408.The geoid height was determined by GEOID03.
 AU2408
 AU2408;                    North         East     Units Scale Factor Converg.
 AU2408;SPC LA S     -   147,913.631   999,998.572   MT  0.99992994   -0 00 00.0
 AU2408;SPC LA S     -   485,279.97  3,280,828.65   sFT  0.99992994   -0 00 00.0
 AU2408;UTM  15      - 3,301,603.895   661,022.444   MT  0.99991991   +0 49 45.6
 AU2408
 AU2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2408!SPC LA S     -   1.00000409  x   0.99992994  =   0.99993403
 AU2408!UTM  15      -   1.00000409  x   0.99991991  =   0.99992400
 AU2408
 AU2408|---------------------------------------------------------------------|
 AU2408| PID    Reference Object                     Distance      Geod. Az  |
 AU2408|                                                           dddmmss.s |
 AU2408| CV9253 PALMETTO RM 2                        44.498 METERS 00508     |
 AU2408| AU2372 MORGAN CITY PEOPLES ICE CO TK       APPROX.18.8 KM 1415133.8 |
 AU2408| AU2353 MORGAN CITY MUNICIPAL TANK          APPROX.19.7 KM 1415758.8 |
 AU2408| AU2387 IDLEWILD PLANTATION WATER TK        APPROX.15.3 KM 1500016.9 |
 AU2408| AU2409 ALICE J W FOSTER SUGAR MILL TK      APPROX.15.8 KM 2430022.5 |
 AU2408| AU2411 FRANKLIN STERLING MILL TANK         APPROX.15.8 KM 2575306.8 |
 AU2408| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX.11.8 KM 2750108.3 |
 AU2408| CV9252 PALMETTO RM 1                        51.115 METERS 28122     |
 AU2408| CV9251 PALMETTO AZ MK                                     3392931.3 |
 AU2408|---------------------------------------------------------------------|
 AU2408
 AU2408                          SUPERSEDED SURVEY CONTROL
 AU2408
 AU2408  NAD 83(1986)-  29 50 03.95197(N)    091 20 00.04855(W) AD(       ) 1
 AU2408  NAD 27      -  29 50 03.21232(N)    091 19 59.66664(W) AD(       ) 1
 AU2408
 AU2408.Superseded values are not recommended for survey control.
 AU2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2408.See file dsdata.txt to determine how the superseded data were derived.
 AU2408
 AU2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6102201604(NAD 83)
 AU2408_MARKER: DS = TRIANGULATION STATION DISK
 AU2408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2408_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2408
 AU2408  HISTORY     - Date     Condition        Report By
 AU2408  HISTORY     - 1935     MONUMENTED       CGS
 AU2408  HISTORY     - 1946     GOOD             CGS
 AU2408  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 AU2408  HISTORY     - 1957     GOOD             CGS
 AU2408  HISTORY     - 1966     GOOD             CGS
 AU2408
 AU2408                          STATION DESCRIPTION
 AU2408
 AU2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2408'ON A LOW PALMETTO-COVERED RIDGE ON THE E SHORE OF GRAND
 AU2408'LAKE IN WILLOW COVE, ABOUT 2 MILES SE OF BLUE POINT, ABOUT
 AU2408'1-1/2 MILES ENE OF WINDY POINT, AND ABOUT 1/2 MILE N OF LITTLE
 AU2408'BAYOU CHENE WHICH RUNS INTO DUCK LAKE.  THE STATION IS MARKED
 AU2408'BY A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER OF
 AU2408'THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 AU2408'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2408'THE MARK PROJECTS 8 INCHES ABOVE THE GROUND.  REFERENCE
 AU2408'MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET IN THE
 AU2408'CENTER OF A BLAZE IN A 15-INCH CYPRESS TREE ABOUT 6 FEET
 AU2408'ABOVE THE GROUND AND 167.70 FEET (51.11 METERS) FROM THE
 AU2408'STATION N 78 DEG 38 MIN W.  REFERENCE MARK NO. 2 IS A
 AU2408'STANDARD BRONZE REFERENCE DISK SET IN THE CENTER OF A BLAZE
 AU2408'IN A 15-INCH TUPELO TREE ABOUT 6 FEET ABOVE THE GROUND AND
 AU2408'145.99 FEET (44.50 METERS) FROM THE STATION
 AU2408'N 05 DEG 08 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE DISK
 AU2408'SET IN THE CENTER OF A BLAZE IN A 24-INCH CYPRESS TREE
 AU2408'ABOUT 10 FEET ABOVE THE GROUND AND APPROXIMATELY 0.2
 AU2408'MILE FROM THE STATION N 20 DEG 30 MIN W.
 AU2408
 AU2408                          STATION RECOVERY (1946)
 AU2408
 AU2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DAH)
 AU2408'STATION IS VERY EASILY LOCATED BY USING ORIGINAL DESCRIPTION,
 AU2408'BUT DUE TO EROSION CAUSED BY HIGH WATER THE SHORE LINE OF
 AU2408'GRAND LAKE HAS SHIFTED AND AT PRESENT THIS STATION IS ONE (1)
 AU2408'FOOT FROM THE SHORE LINE.  THIS STATION WILL BE COMPLETELY
 AU2408'DESTROYED IN THE NEXT FEW YEARS IF EROSION CONTINUES.
 AU2408
 AU2408                          STATION RECOVERY (1954)
 AU2408
 AU2408'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (EFM)
 AU2408'LETTER FROM THE PURE OIL COMPANY, GULF COAST PRODUCING DIVISION,
 AU2408'HOUSTON, TEXAS, DATED JUNE 4, 1954--
 AU2408'
 AU2408'STATION HAS BEEN DESTROYED, AND ALSO THE AZIMUTH MARK IN THE
 AU2408'DESCRIPTION HAS BEEN DESTROYED.
 AU2408
 AU2408                          STATION RECOVERY (1957)
 AU2408
 AU2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2408'THE STATION WAS RECOVERED IN FAIR CONDITION.  BOTH REFERENCE
 AU2408'MARKS AND THE AZIMUTH MARK ARE BELIEVED DESTROYED AS NO
 AU2408'TREES COULD BE FOUND IN THE DESCRIBED AREAS.  THE STATION
 AU2408'IS PROJECTING APPROXIMATELY 2.5 FEET AND IS 5 FEET OUTSIDE
 AU2408'THE HIGH-WATER LINE.  THE ORIGINAL DESCRIPTION BY C.A.S.
 AU2408'IN 1935 IS ADEQUATE.
 AU2408
 AU2408                          STATION RECOVERY (1966)
 AU2408
 AU2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2408'THE STATION WAS VISITED AND THE STATION MARK WAS FOUND IN
 AU2408'FAIR CONDITION, BUT ABOUT 5 FEET OUT IN THE WATER FROM THE
 AU2408'BANK OF THE LAKE.  A WITNESS POST WAS SET ALONG SIDE THE MARK
 AU2408'WHICH WILL HELP STABALIZE IT BUT WILL SOON BE DESTROYED
 AU2408'BY WAVE ACTION.  THE AZIMUTH MARK WHICH WAS SET IN A CYPRESS
 AU2408'TREE WAS NOT FOUND AT THIS DATE.  THE REFERENCE MARKS NO. 1
 AU2408'AND NO. 2 WERE NOT FOUND AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3266 ***********************************************************************
 AU3266  DESIGNATION -  PALMETTO BAY
 AU3266  PID         -  AU3266
 AU3266  STATE/COUNTY-  LA/TERREBONNE
 AU3266  USGS QUAD   -  CARENCRO BAYOU (1980)
 AU3266
 AU3266                         *CURRENT SURVEY CONTROL
 AU3266  ___________________________________________________________________
 AU3266* NAD 83(1992)-  29 27 25.88770(N)    091 06 10.23020(W)     ADJUSTED  
 AU3266* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 AU3266  ___________________________________________________________________
 AU3266  X           -    -106,976.395 (meters)                     COMP
 AU3266  Y           -  -5,557,043.077 (meters)                     COMP
 AU3266  Z           -   3,118,111.892 (meters)                     COMP
 AU3266  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AU3266  ELLIP HEIGHT-         -24.48  (meters)          (07/18/02) GPS OBS
 AU3266  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AU3266
 AU3266  HORZ ORDER  -  FIRST
 AU3266  ELLP ORDER  -  FOURTH    CLASS II
 AU3266
 AU3266.The horizontal coordinates were established by GPS observations
 AU3266.and adjusted by the National Geodetic Survey in January 1993..
 AU3266
 AU3266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3266
 AU3266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3266
 AU3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3266
 AU3266.The ellipsoidal height was determined by GPS observations
 AU3266.and is referenced to NAD 83.
 AU3266
 AU3266.The geoid height was determined by GEOID03.
 AU3266
 AU3266;                    North         East     Units Scale Factor Converg.
 AU3266;SPC LA S     -   106,123.242 1,022,358.633   MT  0.99997045   +0 06 54.9
 AU3266;SPC LA S     -   348,172.67  3,354,188.28   sFT  0.99997045   +0 06 54.9
 AU3266;UTM  15      - 3,260,138.467   683,981.580   MT  1.00001768   +0 55 59.6
 AU3266
 AU3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3266!SPC LA S     -   1.00000384  x   0.99997045  =   0.99997429
 AU3266!UTM  15      -   1.00000384  x   1.00001768  =   1.00002152
 AU3266
 AU3266                          SUPERSEDED SURVEY CONTROL
 AU3266
 AU3266  ELLIP H (01/21/93)  -24.43   (m)                       GP(       ) 4 2
 AU3266  NAD 83(1986)-  29 27 25.90970(N)    091 06 10.22775(W) AD(       ) 1
 AU3266  NGVD 29 (04/21/89)    1.0    (m)            3.     (f) GPS OBS        
 AU3266
 AU3266.Superseded values are not recommended for survey control.
 AU3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3266.See file dsdata.txt to determine how the superseded data were derived.
 AU3266
 AU3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8398260138(NAD 83)
 AU3266_MARKER: I = METAL ROD
 AU3266_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3266_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3266+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3266
 AU3266  HISTORY     - Date     Condition        Report By
 AU3266  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3266
 AU3266                          STATION DESCRIPTION
 AU3266
 AU3266'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3266'THE STATION IS LOCATED ABOUT 28 MILES SOUTHWEST OF HOUMA LOUISIANA,
 AU3266'ABOUT 16 MILES SOUTHWEST OF GIBSON LOUISIANA, IN A MARSH ABOUT 300
 AU3266'FEET NORTHWEST OF THE JUNCTION OF SUPERIOR AND TRANSMISSION PIPELINE
 AU3266'CANAL, ON THE EAST BANK OF TRANSMISSION PIPELINE CANAL.
 AU3266'
 AU3266'TO REACH THE STATION FROM BAYOU BLACK MARINA NEAR GIBSON LOUISIANA,
 AU3266'GO SOUTH ON THE SHELL OIL CANAL TO THE INTERCOASTAL WATERWAY, GO WEST
 AU3266'ON THE INTERCOASTAL WATERWAY TO THE UNITED GAS PIPELINE CANAL.  GO
 AU3266'SOUTH ON THE UNITED GAS PIPELINE CANAL TO PENCHANT BAYOU.  GO SOUTH ON
 AU3266'PENCHANT BAYOU TO SUPERIOR CANAL.  GO SOUTHWEST ON SUPERIOR CANAL TO
 AU3266'TRANSMISSION PIPELINE CANAL.  GO NORTHWEST ON TRANSMISSION PIPELINE
 AU3266'CANAL FOR ABOUT 300 FEET TO THE STATION ON THE RIGHT, IN A MARSH ABOUT
 AU3266'20 FEET FROM THE WATERLINE.  THE STATION MUST BE REACHED BY BOAT.
 AU3266'
 AU3266'THE STATION IS A NINE SIXTEENTH INCH DIAMETER STEEL ROD DRIVEN INTO
 AU3266'THE GROUND, WITH A PIECE OF PVC DRIVEN INTO THE GROUND AROUND THE
 AU3266'STATION, THE STATION IS LOCATED NEAR THE EASTERN EDGE, ABOUT 200 FEET
 AU3266'FROM THE WATERLINE, OF TRANSMISSION PIPELINE CANAL AND ABOUT 300 FEET
 AU3266'NORTHWEST OF THE JUNCTION OF TRANSMISSION PIPELINE CANAL AND SUPERIOR
 AU3266'CANAL.  THE TOP OF THE STATION IS ABOUT 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1724 ***********************************************************************
 BX1724  DESIGNATION -  PALM=G 12
 BX1724  PID         -  BX1724
 BX1724  STATE/COUNTY-  LA/SABINE
 BX1724  USGS QUAD   -  HOLLIS CREEK (1989)
 BX1724
 BX1724                         *CURRENT SURVEY CONTROL
 BX1724  ___________________________________________________________________
 BX1724* NAD 83(1992)-  31 45 38.82843(N)    093 27 29.28693(W)     ADJUSTED  
 BX1724* NAVD 88     -        96.83   (+/-2cm)     317.7    (feet)  VERTCON   
 BX1724  ___________________________________________________________________
 BX1724  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BX1724  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1724
 BX1724  HORZ ORDER  -  FIRST
 BX1724  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1724
 BX1724.The horizontal coordinates were established by classical geodetic methods
 BX1724.and adjusted by the National Geodetic Survey in January 1993..
 BX1724
 BX1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1724.The vertical order pertains to the NGVD 29 superseded value.
 BX1724
 BX1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1724
 BX1724.The geoid height was determined by GEOID03.
 BX1724
 BX1724;                    North         East     Units Scale Factor Converg.
 BX1724;SPC LA N     -   140,190.680   909,237.101   MT  0.99991847   -0 30 23.6
 BX1724;SPC LA N     -   459,942.26  2,983,055.39   sFT  0.99991847   -0 30 23.6
 BX1724;UTM  15      - 3,514,012.393   456,614.496   MT  0.99962321   -0 14 28.2
 BX1724
 BX1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1724!SPC LA N     -   0.99998890  x   0.99991847  =   0.99990737
 BX1724!UTM  15      -   0.99998890  x   0.99962321  =   0.99961212
 BX1724
 BX1724|---------------------------------------------------------------------|
 BX1724| PID    Reference Object                     Distance      Geod. Az  |
 BX1724|                                                           dddmmss.s |
 BX1724| CV8968 PALM RM                              25.131 METERS 22247     |
 BX1724| BX2871 HOPE                                APPROX. 0.9 KM 3110044.0 |
 BX1724|---------------------------------------------------------------------|
 BX1724
 BX1724                          SUPERSEDED SURVEY CONTROL
 BX1724
 BX1724  NAD 83(1986)-  31 45 38.84275(N)    093 27 29.28132(W) AD(       ) 1
 BX1724  NAD 27      -  31 45 38.23600(N)    093 27 28.64800(W) AD(       ) 1
 BX1724  NGVD 29 (??/??/??)   96.886  (m)          317.87   (f) ADJUSTED    1 2
 BX1724
 BX1724.Superseded values are not recommended for survey control.
 BX1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1724.See file dsdata.txt to determine how the superseded data were derived.
 BX1724
 BX1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5661414012(NAD 83)
 BX1724_MARKER: DS = TRIANGULATION STATION DISK
 BX1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1724_STAMPING: 317.834 PALM G 12 1919
 BX1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1724+STABILITY: SURFACE MOTION
 BX1724
 BX1724  HISTORY     - Date     Condition        Report By
 BX1724  HISTORY     - 1919     MONUMENTED       CGS
 BX1724  HISTORY     - 1919     GOOD             CGS
 BX1724  HISTORY     - 1935     GOOD             CGS
 BX1724  HISTORY     - 1936     GOOD             LAGS
 BX1724  HISTORY     - 1937     GOOD             LAGS
 BX1724  HISTORY     - 1950     GOOD             CGS
 BX1724  HISTORY     - 19860314 MARK NOT FOUND   USPSQD
 BX1724  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1724
 BX1724                          STATION DESCRIPTION
 BX1724
 BX1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1724'ABOUT 5-1/4 MILES E OF SODUS, OR PLEASANT HILL, 80 METERS
 BX1724'(262 FEET) E OF TRESTLE NO. 263.6 OF TEXAS AND PACIFIC RAILWAY,
 BX1724'8.28 METERS (27.2 FEET) S OF CENTER OF TRACKS, ON PROLONGATION
 BX1724'OF N RAIL FROM W, APPROXIMATELY 10 FEET BELOW LEVEL OF TRACKS,
 BX1724'NEAR CREEK 1/2 MILE E OF CHURCH AND SCHOOL.
 BX1724'
 BX1724'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BX1724'IN CONCRETE.
 BX1724'
 BX1724'UNDERGROUND MARK IS AN IRON NAIL IN CONCRETE, AS DESCRIBED
 BX1724'
 BX1724'REFERENCE MARK IS 25.131 METERS (82.45 FEET) FROM STATION
 BX1724'S 42 DEG 47 MIN W.
 BX1724
 BX1724                          STATION RECOVERY (1919)
 BX1724
 BX1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1724'5.25 MI E FROM PLEASANT HILL.
 BX1724'ABOUT 5-1/4 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 BX1724'THE STATION AT PLEASANT HILL, SABINE PARISH, ABOUT 0.3 MILE SOUTHEAST
 BX1724'OF NEW HOPE CHURCH, ABOUT 15-3/4 POLES SOUTHEAST OF MILEPOST 264, 23.1
 BX1724'FEET SOUTHWEST OF THE SOUTHWEST RAIL, ON THE PROLONGATION OF THE
 BX1724'NORTHEAST RAIL OF THE NORTHWEST TANGENT, AND ABOUT 10 FEET LOWER THAN
 BX1724'THE TRACK.  A STANDARD TRIANGULATION-STATION DISK, STAMPED 317.834
 BX1724'PALM G 12 1919 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 BX1724'THE GROUND.
 BX1724
 BX1724                          STATION RECOVERY (1935)
 BX1724
 BX1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1724'STATION AND UNDERGROUND MARKS RECOVERED, AS DESCRIBED, IN
 BX1724'GOOD CONDITION.
 BX1724'
 BX1724'REFERENCE MARK (1919-1920) DESTROYED.
 BX1724'
 BX1724'SURFACE MARK IS A STANDARD BRONZE DISK.
 BX1724'
 BX1724'UNDERGROUND MARK IS NAIL IN CONCRETE.
 BX1724'
 BX1724'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET
 BX1724'IN A 14-BY 14-BY 30-INCH CONCRETE PIER ON S FENCE LINE OF
 BX1724'RAILROAD RIGHT-OF-WAY, 21.225 METERS (69.62 FEET) FROM STATION
 BX1724'S 40 DEG 16 MIN 15 SEC E.
 BX1724'
 BX1724'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BX1724'IN A 14-BY 14-BY 30-INCH CONCRETE PIER ON S SIDE OF HIGHWAY,
 BX1724'ABOUT 300 FEET E OF RAILROAD BRIDGE, 18 FEET W OF FENCE
 BX1724'CORNER AND AN OLD WOODS ROAD AND 23.835 METERS (78.22 FEET)
 BX1724'FROM STATION S 44 DEG 52 MIN 45 SEC W.
 BX1724'
 BX1724'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 30.27 METERS
 BX1724'(99.35 FEET) N 89 DEG 08 MIN E.
 BX1724'
 BX1724'TO REACH STATION GO S FROM PLEASANT HILL FOR ABOUT 1-1/2
 BX1724'MILES, TURN NE AND GO 1-1/2 MILES TO DOBS CROSSING.  FROM
 BX1724'HERE FOLLOW ROAD PARALLEL TO RAILROAD ON S SIDE FOR ABOUT
 BX1724'3 MILES TO POINT 1/2 MILE W OF CHURCH AND SCHOOL AND JUST
 BX1724'E OF RAILROAD TRESTLE NO. 263.6.
 BX1724
 BX1724                          STATION RECOVERY (1936)
 BX1724
 BX1724'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX1724'STATION RECOVERED AS DESCRIBED.
 BX1724
 BX1724                          STATION RECOVERY (1937)
 BX1724
 BX1724'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BX1724'STATION RECOVERED.  THE TRESTLE NO. 263.6, FROM WHICH ONE
 BX1724'OF THE ORIGINAL MEASUREMENTS WERE TAKEN FOR THE DESCRIPTION,
 BX1724'HAS BEEN DEMOLISHED AND THE RAILROAD BED BUILT UP IN ITS
 BX1724'FORMER LOCATION.  IT IS APPROXIMATELY 5-1/2 MILES E OF PLEASANT
 BX1724'HILL.
 BX1724
 BX1724                          STATION RECOVERY (1950)
 BX1724
 BX1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX1724'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  RECOVERED
 BX1724'AS DESCRIBED IN 1935 AND 1937.  THIS IS A TRAVERSE STATION.
 BX1724
 BX1724                          STATION RECOVERY (1986)
 BX1724
 BX1724'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX1724'MARK NOT FOUND.
 BX1724
 BX1724                          STATION RECOVERY (2001)
 BX1724
 BX1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1724'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2337 ***********************************************************************
 AU2337  DESIGNATION -  PALOURDE
 AU2337  PID         -  AU2337
 AU2337  STATE/COUNTY-  LA/ASSUMPTION
 AU2337  USGS QUAD   -  AMELIA (1994)
 AU2337
 AU2337                         *CURRENT SURVEY CONTROL
 AU2337  ___________________________________________________________________
 AU2337* NAD 83(1992)-  29 42 24.10289(N)    091 05 08.49779(W)     ADJUSTED  
 AU2337* NAVD 88     -         2.03   (+/-2cm)       6.7  **(feet)  VERTCON   
 AU2337  **This station is located in a subsidence area (see below).
 AU2337  ___________________________________________________________________
 AU2337  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU2337  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AU2337
 AU2337  HORZ ORDER  -  FIRST
 AU2337  VERT ORDER  -  THIRD ? (See Below)
 AU2337
 AU2337.The horizontal coordinates were established by classical geodetic methods
 AU2337.and adjusted by the National Geodetic Survey in January 1993..
 AU2337
 AU2337 ** The orthometric height has not been validated since last determined
 AU2337 ** by differential leveling and should not be used for control purposes.
 AU2337 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2337 ** area with valid NAVD 88 orthometric heights.
 AU2337 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2337 ** epoch indicated which incorporates improved geoid heights for the
 AU2337 ** Southern Louisiana Subsidence area.
 AU2337 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2337.The vertical order pertains to the NGVD 29 superseded value.
 AU2337
 AU2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2337
 AU2337.The geoid height was determined by GEOID03.
 AU2337
 AU2337;                    North         East     Units Scale Factor Converg.
 AU2337;SPC LA S     -   133,781.752 1,023,962.281   MT  0.99993884   +0 07 25.8
 AU2337;SPC LA S     -   438,915.63  3,359,449.58   sFT  0.99993884   +0 07 25.8
 AU2337;UTM  15      - 3,287,818.991   685,188.577   MT  1.00002316   +0 56 56.1
 AU2337
 AU2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2337!SPC LA S     -   1.00000370  x   0.99993884  =   0.99994254
 AU2337!UTM  15      -   1.00000370  x   1.00002316  =   1.00002686
 AU2337
 AU2337|---------------------------------------------------------------------|
 AU2337| PID    Reference Object                     Distance      Geod. Az  |
 AU2337|                                                           dddmmss.s |
 AU2337| CV9254 PALOURDE RM 1                        34.321 METERS 01353     |
 AU2337| AU2339 PALOURDE 2 AZ MK 2                  APPROX. 0.6 KM 0425103.6 |
 AU2337| CV9255 PALOURDE RM 2                                      2105230.2 |
 AU2337| AU2335 AMELIA ST ANDREWS CH CROSS          APPROX. 2.6 KM 2122448.7 |
 AU2337| AU2351 AVOCA IS DRAINAGE CO STACK          APPROX.11.9 KM 2471936.5 |
 AU2337| AU2369 TEXACO SHOOKMILL WATER TANK         APPROX. 8.4 KM 2551449.8 |
 AU2337| AU2352 MORGAN CITY GULF STEEL DERRICK      APPROX.12.0 KM 2613454.1 |
 AU2337| AU2375 MORGAN CITY SACRED HEART CH         APPROX.11.7 KM 2625731.7 |
 AU2337| AU2353 MORGAN CITY MUNICIPAL TANK          APPROX.11.9 KM 2633709.6 |
 AU2337| AU2372 MORGAN CITY PEOPLES ICE CO TK       APPROX.12.4 KM 2665942.6 |
 AU2337| AU2377 PATTERSON MUNICIPAL TANK            APPROX.21.0 KM 2671353.5 |
 AU2337| AU2389 HARRY WILLIAMS SAWMILL TANK         APPROX.20.8 KM 2702729.5 |
 AU2337| AU2387 IDLEWILD PLANTATION WATER TK        APPROX.16.4 KM 2731707.0 |
 AU2337| AU2336 PALOURDE 2                           12.226 METERS 32018     |
 AU2337|---------------------------------------------------------------------|
 AU2337
 AU2337                          SUPERSEDED SURVEY CONTROL
 AU2337
 AU2337  NAD 83(1986)-  29 42 24.12578(N)    091 05 08.49719(W) AD(       ) 1
 AU2337  NAD 27      -  29 42 23.37800(N)    091 05 08.13700(W) AD(       ) 1
 AU2337  NGVD 29 (07/19/86)    2.11   (m)            6.9    (f) LEVELING    3  
 AU2337
 AU2337.Superseded values are not recommended for survey control.
 AU2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2337.See file dsdata.txt to determine how the superseded data were derived.
 AU2337
 AU2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8518987819(NAD 83)
 AU2337_MARKER: DS = TRIANGULATION STATION DISK
 AU2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2337
 AU2337  HISTORY     - Date     Condition        Report By
 AU2337  HISTORY     - 1931     MONUMENTED       CGS
 AU2337  HISTORY     - 1946     GOOD             BAKER
 AU2337  HISTORY     - 1948     GOOD             CGS
 AU2337  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2337
 AU2337                          STATION DESCRIPTION
 AU2337
 AU2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU2337'STATION IS ABOUT 7-1/2 MILES W OF DONNER, 8 MILES N OF E OF
 AU2337'MORGAN CITY, AND 2-3/4 MILES N OF BOEUF RAILROAD STATION,
 AU2337'ON E SIDE OF BAYOU LOURSE ROAD, ON UNUSED LAND OVERGROWN
 AU2337'WITH BRIARS.  TO REACH STATION FROM GIBSON, GO W 8 MILES ON
 AU2337'U.S. HIGHWAY 90 TO CROSSROADS AT E END OF BAYOU BOEUF BRIDGE,
 AU2337'THEN N ON SHELL ROAD 3-1/4 MILES TO STATION, WHICH IS ABOUT
 AU2337'1/2 MILE E OF LAKE PALOURDE, 30.5 FEET E OF CENTER LINE
 AU2337'OF SHELL ROAD, 29.5 FEET NE OF A 36-INCH GALVANIZED-IRON
 AU2337'CULVERT UNDER ROAD WHERE IT MAKES A SLIGHT ANGLE, 44.2 FEET
 AU2337'E OF A WIRE FENCE, AND 16.5 FEET N OF A DRAINAGE DITCH.
 AU2337'
 AU2337'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AU2337'SET IN CONCRETE.
 AU2337'
 AU2337'SURFACE MARK PROJECTS 5 INCHES.
 AU2337'
 AU2337'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 130 FEET N OF
 AU2337'GALVANIZED-IRON CULVERT REFERRED TO ABOVE, 17.5 FEET W OF
 AU2337'CENTER LINE OF THE ROAD, 1 FOOT W OF A WIRE FENCE LINE,
 AU2337'AND 112.60 FEET FROM STATION N 13 DEG 52 MIN E.
 AU2337'
 AU2337'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS ABOUT 1,800 FEET
 AU2337'S OF GALVANIZED-IRON CULVERT, IN FRONT YARD FENCE LINE OF
 AU2337'HOUSE OF MR. GIROIR, 18 FEET W OF CENTER LINE OF ROAD, 100
 AU2337'FEET E OF FRONT OF HOUSE, 0.4 FEET E OF A WIRE FENCE, AND 1,800
 AU2337'FEET FROM STATION S 30 DEG 34 MIN W.
 AU2337
 AU2337                          STATION RECOVERY (1946)
 AU2337
 AU2337'RECOVERY NOTE BY M BAKER JR INCORPORATED 1946 (DAH)
 AU2337'STATION PALOURDE IS VERY EASILY LOCATED BY USING ORIGINAL
 AU2337'DESCRIPTION AND IS IN VERY GOOD CONDITION.
 AU2337
 AU2337                          STATION RECOVERY (1948)
 AU2337
 AU2337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2337'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2337'MINOR CHANGES HAVE OCCURED AT THE STATION SITE AND THE FOLLOWING
 AU2337'SHOULD BE SUBSTITUTED IN THE ORIGINAL DESCRIPTION--
 AU2337'
 AU2337'THE GALVANIZED-IRON CULVERT HAS BEEN REPLACED BY WOOD.
 AU2337'
 AU2337'THE WIRE FENCE HAS BEEN REMOVED.
 AU2337'
 AU2337'THE STATION IS 27 FEET SW OF THE CENTER LINE OF THE ROAD,
 AU2337'28 FEET NE OF THE END OF THE WOOD CULVERT, AND 16 FEET N
 AU2337'OF AN E-W DITCH.
 AU2337'
 AU2337'R.M. 1 IS 3.5 FEET NW OF THE NW ROAD DITCH.
 AU2337'
 AU2337'R.M. 2 IS IN FRONT OF THE FIRST HOUSE S ALONG THE ROAD FROM
 AU2337'THE STATION, 19 FEET W OF THE CENTER LINE OF THE ROAD, 5.2
 AU2337'FEET N OF A 6- BY 6-INCH BY 2-1/2-FOOT CONCRETE POST WITH
 AU2337'THE LETTERS USBM INSCRIBED ON IT, AND 19.4 FEET SE OF THE SE
 AU2337'CORNER OF THE WHITE HOUSE.
 AU2337'
 AU2337'R.M. 2 IS SLIGHTLY DAMAGED.
 AU2337
 AU2337                          STATION RECOVERY (1961)
 AU2337
 AU2337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 AU2337'THE STATION WAS VISITED 6-1-62 AND THE STATION SURFACE MARK
 AU2337'WAS FOUND DESTROYED THE SUB-SURFACE MARK WAS FOUND IN GOOD
 AU2337'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN
 AU2337'GOOD CONDITION.  THE STATION MARK WAS REQUESTED MOVED AT
 AU2337'THIS DATE DUE TO ROAD CONSTRUCTION BY THE LOUISIANA STATE
 AU2337'HIGHWAY DEPARTMENT.  THIS WAS DONE BY ESTABLISHING PALOURDE
 AU2337'2 1962, 12.225 METERS WEST OF THE STATION.  REFERENCE MARK
 AU2337'NO. 1 WAS LEFT INTACT AND USED AS A REFERENCE FOR THE NEW
 AU2337'STATION.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.
 AU2337'REFERENCE MARK NO. 2 WAS DESTROYED AND THE DISK RECLAIMED
 AU2337'AFTER A NEW AZIMUTH MARK WAS ESTABLISHED.  THE SUB-SURFACE
 AU2337'MARK WAS LEFT IN TACT BUT WILL BE UNDER THE ROADBED AFTER
 AU2337'CONSTRUCTION IS COMPLETED.
 AU2337'
 AU2337'SEE DESCRIPTION FOR PALOURDE 2 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2336 ***********************************************************************
 AU2336  DESIGNATION -  PALOURDE 2
 AU2336  PID         -  AU2336
 AU2336  STATE/COUNTY-  LA/ASSUMPTION
 AU2336  USGS QUAD   -  AMELIA (1994)
 AU2336
 AU2336                         *CURRENT SURVEY CONTROL
 AU2336  ___________________________________________________________________
 AU2336* NAD 83(1992)-  29 42 24.40835(N)    091 05 08.78836(W)     ADJUSTED  
 AU2336* NAVD 88     -         1.8  **(meters)       6.   **(feet)  VERTCON   
 AU2336  **This station is located in a subsidence area (see below).
 AU2336  ___________________________________________________________________
 AU2336  X           -    -105,062.273 (meters)                     COMP
 AU2336  Y           -  -5,543,419.910 (meters)                     COMP
 AU2336  Z           -   3,142,171.603 (meters)                     COMP
 AU2336  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU2336  ELLIP HEIGHT-         -23.98  (meters)          (06/26/02) GPS OBS
 AU2336  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AU2336
 AU2336  HORZ ORDER  -  SECOND
 AU2336  ELLP ORDER  -  FOURTH    CLASS II
 AU2336
 AU2336.The horizontal coordinates were established by classical geodetic methods
 AU2336.and adjusted by the National Geodetic Survey in January 1993..
 AU2336
 AU2336 ** The orthometric height has not been validated since last determined
 AU2336 ** by differential leveling and should not be used for control purposes.
 AU2336 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2336 ** area with valid NAVD 88 orthometric heights.
 AU2336 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2336 ** epoch indicated which incorporates improved geoid heights for the
 AU2336 ** Southern Louisiana Subsidence area.
 AU2336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2336
 AU2336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2336
 AU2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2336
 AU2336.The ellipsoidal height was determined by GPS observations
 AU2336.and is referenced to NAD 83.
 AU2336
 AU2336.The geoid height was determined by GEOID03.
 AU2336
 AU2336;                    North         East     Units Scale Factor Converg.
 AU2336;SPC LA S     -   133,791.140 1,023,954.450   MT  0.99993883   +0 07 25.6
 AU2336;SPC LA S     -   438,946.43  3,359,423.89   sFT  0.99993883   +0 07 25.6
 AU2336;UTM  15      - 3,287,828.266   685,180.611   MT  1.00002312   +0 56 56.0
 AU2336
 AU2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2336!SPC LA S     -   1.00000377  x   0.99993883  =   0.99994260
 AU2336!UTM  15      -   1.00000377  x   1.00002312  =   1.00002689
 AU2336
 AU2336|---------------------------------------------------------------------|
 AU2336| PID    Reference Object                     Distance      Geod. Az  |
 AU2336|                                                           dddmmss.s |
 AU2336| CV9254 PALOURDE RM 1                        28.655 METERS 03350     |
 AU2336| CS7222 PALOURDE 2 RM 4                      28.801 METERS 03350     |
 AU2336| AU2339 PALOURDE 2 AZ MK 2                  APPROX. 0.6 KM 0435726.9 |
 AU2336| AU3495 PALOURDE 2 AZ MK 2                  APPROX. 0.6 KM 0460123.2 |
 AU2336| AU2337 PALOURDE                             12.226 METERS 14018     |
 AU2336| CV9256 PALOURDE 2 RM 3                      34.583 METERS 21558     |
 AU2336|---------------------------------------------------------------------|
 AU2336
 AU2336                          SUPERSEDED SURVEY CONTROL
 AU2336
 AU2336  ELLIP H (01/21/93)  -24.17   (m)                       GP(       ) 4 2
 AU2336  NAD 83(1986)-  29 42 24.43178(N)    091 05 08.78826(W) AD(       ) 2
 AU2336  NAD 27      -  29 42 23.68300(N)    091 05 08.42800(W) AD(       ) 2
 AU2336  NGVD 29 (11/27/91)    1.9    (m)            6.     (f) GPS OBS        
 AU2336
 AU2336.Superseded values are not recommended for survey control.
 AU2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2336.See file dsdata.txt to determine how the superseded data were derived.
 AU2336
 AU2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8518187828(NAD 83)
 AU2336_MARKER: DS = TRIANGULATION STATION DISK
 AU2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2336_SP_SET: CONCRETE POST
 AU2336_STAMPING: PALOURDE 2 1962
 AU2336_MARK LOGO: CGS   
 AU2336_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2336+STABILITY: SURFACE MOTION
 AU2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU2336+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 AU2336
 AU2336  HISTORY     - Date     Condition        Report By
 AU2336  HISTORY     - 1962     MONUMENTED       CGS
 AU2336  HISTORY     - 1962     GOOD             CGS
 AU2336  HISTORY     - 1969     GOOD             CGS
 AU2336  HISTORY     - 19820105 GOOD             NGS
 AU2336  HISTORY     - 19900215 GOOD             GWMSI
 AU2336  HISTORY     - 20060502 GOOD             NGS
 AU2336
 AU2336                          STATION DESCRIPTION
 AU2336
 AU2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (AKH)
 AU2336'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF DONNER, 8 MILES
 AU2336'NORTH EAST OF MORGAN CITY, ABOUT 3.2 MILES NORTH OF THE EAST
 AU2336'END OF THE LARGE BRIDGE OVER BAYOU BOEUF ON U.S. HIGHWAY 90,
 AU2336'0.5 MILE EAST OF LAKE PALOURDE, AND ON THE RIGHT-OF-WAY
 AU2336'OF STATE HIGHWAY 662 AT A SLIGHT CURVE IN THE HIGHWAY.  IT
 AU2336'IS 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 216 FEET
 AU2336'SOUTH OF A POWER POLE, 92 FEET NORTH OF A POWER POLE, 51
 AU2336'FEET SOUTH-SOUTHEAST OF A FORKED SWEET GUM TREE, 41 FEET
 AU2336'NORTH-NORTHWEST OF THE WEST END OF A 36-INCH CONCRETE
 AU2336'CULVERT, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND
 AU2336'DIRECTLY UNDER A POWER LINE ON THE WEST SHOULDER OF THE
 AU2336'OLD ROAD.  IT IS A STANDARD DISK, STAMPED PALOURDE 2
 AU2336'1962, SET FLUSH WITH THE GROUND.
 AU2336'
 AU2336'REFERENCE MARK NO. 1 IS 94.42 FEET NORTH OF THE STATION,
 AU2336'43 FEET WEST OF THE CENTER OF STATE HIGHWAY 662, 132 FEET
 AU2336'SOUTH OF A POWER POLE, AND 1 FOOTWEST OF A METAL WITNESS
 AU2336'POST.  IT IS A STANDARD DISK, STAMPED PALOURDE NO 1 1931,
 AU2336'PROJECTING 4 INCHES.
 AU2336'
 AU2336'REFERENCE MARK NO. 3 IS 113.52 FEET SOUTH OF THE STATION,
 AU2336'47 FEET WEST OF THE CENTER OF THE HIGHWAY, 21 FEET SOUTH OF
 AU2336'A POWER POLE, 72 FEET SOUTH OF THE PROJECTED CENTERLINE OF
 AU2336'THE 36-INCH CONCRETE CULVERT UNDER THE HIGHWAY AND 1 FOOT
 AU2336'WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 AU2336'PALOURDE 2 NO 3 1962, PROJECTING 6 INCHES.
 AU2336'
 AU2336'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 0.25 MILE
 AU2336'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 662 AND 663, AND
 AU2336'AT THE SOUTHEAST CORNER OF A SMALL OPEN PASTURE, WHICH IS
 AU2336'JUST SOUTH OF SOME OLD BUILDINGS.  IT IS 43 FEET WEST OF THE
 AU2336'CENTER OF STATE HIGHWAY 662, 1.5 FEET SOUTHEAST OF A FENCE
 AU2336'CORNER, 14.5 FEET SOUTHEAST OF A POWER POLE, AND 1.5 FEET
 AU2336'SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 AU2336'STAMPED PALOURDE 2 1962, PROJECTING 6 INCHES.
 AU2336'
 AU2336'TO REACH THE STATION FROM GIBSON, GO WEST ON U.S. HIGHWAY
 AU2336'90 FOR ABOUT 8 MILES TO ITS INTERSECTION WITH STATE HIGHWAY 662
 AU2336'AT THE EAST END OF THE BRIDGE OVER BAYOU BOEUF, TURN RIGHT,
 AU2336'AND GO NORTH ON STATE HIGHWAY 662 FOR 3.2 MILES TO A SLIGHT
 AU2336'CURVE IN THE HIGHWAY AND THE STATION ON THE LEFT.
 AU2336'
 AU2336'TO REACH THE AZIMUTH FROM THE STATION GO NORTH ON STATE
 AU2336'HIGHWAY 662 FOT 0.4 MILE TO THE MARK ON THE LEFT.
 AU2336
 AU2336                          STATION RECOVERY (1962)
 AU2336
 AU2336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 AU2336'RECOVERED IN GOOD CONDITION.
 AU2336
 AU2336                          STATION RECOVERY (1969)
 AU2336
 AU2336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RT)
 AU2336'THE STATION WAS VISITED 6-2-69 AND THE STATION AND REFERENCE
 AU2336'MARK NO. 3 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 AU2336'NO. 1 HAS BEEN DISTURBED.  A NEW DESCRIPTION FOLLOWS--
 AU2336'
 AU2336'THE STATION IS LOCATED 3.2 MILES NORTH ALONG STATE HIGHWAY
 AU2336'662 FROM THE BAYOU BOEUF BRIDGE ON U.S. HIGHWAY 90, 0.5 MILE
 AU2336'EAST OF LAKE PALOURDE ON THE HIGHWAY RIGHT OF WAY, 42 FEET
 AU2336'WEST OF THE CENTERLINE OF STATE HIGHWAY 662, 216 FEET SOUTH
 AU2336'OF A POWER POLE, 92 FEET NORTH OF A POWER POLE, 41 FEET
 AU2336'NORTH-NORTHEAST OF THE WEST END OF A 36 INCH CONCRETE CULVERT
 AU2336'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT
 AU2336'IS A STANDARD DISK STAMPED PALOURDE 2 1962, SET FLUSH WITH
 AU2336'THE GROUND.
 AU2336'
 AU2336'REFERENCE MARK NO. 1 IS 94.02 FEET NORTH OF THE STATION,
 AU2336'43 FEET WEST OF THE CENTER OF STATE HIGHWAY 662 AND 132
 AU2336'FEET SOUTH OF A POWER POLE.  IT IS A REFERENCE MARK DISK
 AU2336'STAMPED PALOURDE NO. 1 1931, PROJECTING 4 INCHES.
 AU2336'
 AU2336'REFERENCE MARK NO. 3 IS 113.31 FEET SOUTH OF THE STATION 47
 AU2336'FEET WEST OF THE CENTER OF STATE HIGHWAY 662, 21 FEET SOUTH
 AU2336'OF A POWER POLE.  IT IS A REFERENCE MARK DISK STAMPED PALOURDE
 AU2336'2 NO. 3 1962, PROJECTING 6 INCHES.
 AU2336'
 AU2336'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 0.25
 AU2336'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 662 AND 663
 AU2336'AND IS LOCATED IN THE SOUTHWEST CORNER OF A SMALL PASTURE
 AU2336'WHICH IS JUST SOUTH OF SOME OLD BUILDINGS.  IT IS 43 FEET WEST
 AU2336'OF THE CENTER OF STATE HIGHWAY 662, 1.5 FEET SOUTHWEST OF
 AU2336'A FENCE CORNER, 14.5 FEET SOUTHEAST OF A POWER POLE, AND 1.5
 AU2336'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS AN
 AU2336'AZIMUTH MARK DISK STAMPED PALOURDE 2 1962.
 AU2336'
 AU2336'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AU2336'90 AND STATE HIGHWAY 662 AT THE EAST END OF THE BAYOU BOEUF
 AU2336'BRIDGE, DRIVE NORTH ALONG STATE HIGHWAY 662 FOR 3.2 MILES
 AU2336'TO THE STATION WHICH IS WEST OF THE HIGHWAY.
 AU2336'
 AU2336'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH
 AU2336'ALONG STATE HIGHWAY 662 FOR 0.4 MILE TO THE AZIMUTH MARK
 AU2336'WHICH IS WEST OF THE HIGHWAY.
 AU2336'
 AU2336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AU2336'ENE OF MORGAN CITY
 AU2336
 AU2336                          STATION RECOVERY (1982)
 AU2336
 AU2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 AU2336'THE STATION MARK AND REFERENCE MARK 3 WERE FOUND TO BE IN GOOD
 AU2336'CONDITION.  THE CONCRETE POST FOR REFERENCE MARK 1 WAS FOUND TO BE
 AU2336'LEANING TO THE SOUTH.  THE POST WAS PLUMBED AND THE DISK WAS
 AU2336'RESTAMPED.  THE AZIMUTH MARK WAS NOT RECOVERED.  THIS MARK IS BELIEVED
 AU2336'TO BE UNDER A METAL STORAGE BUILDING.  A NEW AZIMUTH MARK WAS
 AU2336'ESTABLISHED.
 AU2336' 
 AU2336'A POLARIS OBSERVATION WAS MADE TO THE AZIMUTH MARK THIS DATE.
 AU2336' 
 AU2336'THE STATION IS LOCATED ABOUT 5 KM NORTH ALONG STATE HIGHWAY 662 FROM
 AU2336'THE BAYOU BOEUF BRIDGE ON US HIGHWAY 90, 0.3 KM EAST OF LAKE PALOURDE
 AU2336'ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2336'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 AU2336'HIGHWAY 662 AT THE EAST END OF THE BAYOU BOEUF BRIDGE, DRIVE NORTH
 AU2336'ALONG STATE HIGHWAY 662 FOR 5 KM TO THE STATION ON THE LEFT AND WEST
 AU2336'OF THE HIGHWAY.
 AU2336' 
 AU2336'THE STATION IS A STANDARD DISK STAMPED--PALOURDE 2 1962--, SET INTO
 AU2336'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH
 AU2336'GROUND LOCATED 216.0 FT (65.8 M) S FROM A POWER POLE, 92.0 FT (28.0 M)
 AU2336'N FROM A POWER POLE, 42.0 FT (12.8 M) W FROM THE CENTER OF STATE
 AU2336'HIGHWAY 662, 41.0 FT (12.5 M) NNE FROM THE WEST END OF A 36 INCH
 AU2336'CONCRETE CULVERT, AND 1.0 FT (0.3 M) SW FROM A METAL WITNESS POST.
 AU2336' 
 AU2336'THE UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 AU2336' 
 AU2336'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED--PALOURDE 2 NO 3
 AU2336'1962--, SET INTO THE TOP OF A CONCRETE MONUMENT 14 INCHES IN DIAMETER
 AU2336'PROJECTING 6 INCHES ABOVE THE GROUND LOCATED 47.0 FT (14.3 M) W FROM
 AU2336'THE CENTER OF STATE HIGHWAY 662, 21.0 FT (6.4 M) S FROM A POWER POLE,
 AU2336'AND 1.0 FT (0.3 M) W FROM A METAL WITNESS POST.
 AU2336' 
 AU2336'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--PALOURDE NO 4 1962
 AU2336'1982--, SET INTO THE TOP OF SQUARE CONCRETE MONUMENT 14 INCHES ON SIDE
 AU2336'PROJECTING 5 INCHES ABOVE THE GROUND LOCATED 132.0 FT (40.2 M) S FROM
 AU2336'A POWER POLE, 43.0 FT (13.1 M) W FROM THE CENTER OF STATE HIGHWAY 662,
 AU2336'AND 1.0 FT (0.3 M) W FROM A METAL WITNESS POST.
 AU2336' 
 AU2336'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--PALOURDE 2 1962 NO 2
 AU2336'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AU2336'DIAMETER FLUSH WITH GROUND LOCATED 39.0 FT (11.9 M) S FROM THE CENTER
 AU2336'OF STATE HIGHWAY 662, 19.5 FT (5.9 M) N FROM A POWER POLE, 15.0 FT
 AU2336'(4.5 M) NNW FROM A GAS METER, AND 1.5 FT (0.5 M) SW FROM A METAL
 AU2336'WITNESS POST.
 AU2336' 
 AU2336'THE REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 AU2336'HIGHWAY 662 FOR 0.60 KM TO MARK SET ON THE RIGHT AND SOUTH OF THE
 AU2336'HIGHWAY.
 AU2336
 AU2336                          STATION RECOVERY (1990)
 AU2336
 AU2336'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1990
 AU2336'THE STATION IS LOCATED 3.2 MILES NORTH ALONG STATE HIGHWAY
 AU2336'662 FROM THE BAYOU BOEUF BRIDGE ON U.S. HIGHWAY 90, 0.5 MILE
 AU2336'EAST OF LAKE PALOURDE ON THE HIGHWAY RIGHT OF WAY, 42 FEET
 AU2336'WEST OF THE CENTERLINE OF STATE HIGHWAY 662, 216 FEET SOUTH
 AU2336'OF A POWER POLE, 92 FEET NORTH OF A POWER POLE, 41 FEET
 AU2336'NORTH-NORTHEAST OF THE WEST END OF A 36 INCH CONCRETE CULVERT
 AU2336'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT
 AU2336'IS A STANDARD DISK STAMPED PALOURDE 2 1962, SET FLUSH WITH
 AU2336'THE GROUND.
 AU2336'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AU2336'90 AND STATE HIGHWAY 662 AT THE EAST END OF THE BAYOU BOEUF
 AU2336'BRIDGE, DRIVE NORTH ALONG STATE HIGHWAY 662 FOR 3.2 MILES
 AU2336'TO THE STATION WHICH IS WEST OF THE HIGHWAY.
 AU2336
 AU2336                          STATION RECOVERY (2006)
 AU2336
 AU2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU2336'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2339 ***********************************************************************
 AU2339  DESIGNATION -  PALOURDE 2 AZ MK 2
 AU2339  PID         -  AU2339
 AU2339  STATE/COUNTY-  LA/ASSUMPTION
 AU2339  USGS QUAD   -  AMELIA (1994)
 AU2339
 AU2339                         *CURRENT SURVEY CONTROL
 AU2339  ___________________________________________________________________
 AU2339* NAD 83(1992)-  29 42 39.08425(N)    091 04 52.57721(W)     ADJUSTED  
 AU2339* NAVD 88     -         2.7  **(meters)       9.   **(feet)  VERTCON   
 AU2339  **This station is located in a subsidence area (see below).
 AU2339  ___________________________________________________________________
 AU2339  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU2339  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AU2339
 AU2339  HORZ ORDER  -  SECOND
 AU2339
 AU2339.The horizontal coordinates were established by classical geodetic methods
 AU2339.and adjusted by the National Geodetic Survey in January 1993..
 AU2339
 AU2339 ** The orthometric height has not been validated since last determined
 AU2339 ** by differential leveling and should not be used for control purposes.
 AU2339 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2339 ** area with valid NAVD 88 orthometric heights.
 AU2339 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2339 ** epoch indicated which incorporates improved geoid heights for the
 AU2339 ** Southern Louisiana Subsidence area.
 AU2339 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2339
 AU2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2339
 AU2339.The geoid height was determined by GEOID03.
 AU2339
 AU2339;                    North         East     Units Scale Factor Converg.
 AU2339;SPC LA S     -   134,243.947 1,024,389.187   MT  0.99993847   +0 07 33.7
 AU2339;SPC LA S     -   440,432.02  3,360,850.19   sFT  0.99993847   +0 07 33.7
 AU2339;UTM  15      - 3,288,287.325   685,608.819   MT  1.00002508   +0 57 04.5
 AU2339
 AU2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2339!SPC LA S     -   1.00000359  x   0.99993847  =   0.99994206
 AU2339!UTM  15      -   1.00000359  x   1.00002508  =   1.00002867
 AU2339
 AU2339:                Primary Azimuth Mark                     Grid Az
 AU2339:SPC LA S     -  PALOURDE 2                               223 50 01.2
 AU2339:UTM  15      -  PALOURDE 2                               223 00 30.4
 AU2339
 AU2339|---------------------------------------------------------------------|
 AU2339| PID    Reference Object                     Distance      Geod. Az  |
 AU2339|                                                           dddmmss.s |
 AU2339| AU2336 PALOURDE 2                          APPROX. 0.6 KM 2235734.9 |
 AU2339|---------------------------------------------------------------------|
 AU2339
 AU2339                          SUPERSEDED SURVEY CONTROL
 AU2339
 AU2339  NAD 83(1986)-  29 42 39.10753(N)    091 04 52.57688(W) AD(       ) 2
 AU2339  NAD 27      -  29 42 38.35886(N)    091 04 52.21690(W) AD(       ) 2
 AU2339  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AU2339
 AU2339.Superseded values are not recommended for survey control.
 AU2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2339.See file dsdata.txt to determine how the superseded data were derived.
 AU2339
 AU2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8560988287(NAD 83)
 AU2339_MARKER: DZ = AZIMUTH MARK DISK
 AU2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2339_STAMPING: PALOURDE 2 1962
 AU2339_MARK LOGO: NGS   
 AU2339_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2339+STABILITY: SURFACE MOTION
 AU2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2339+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1982
 AU2339
 AU2339  HISTORY     - Date     Condition        Report By
 AU2339  HISTORY     - 1962     MONUMENTED       CGS
 AU2339  HISTORY     - 1969     GOOD             LADTD
 AU2339  HISTORY     - 19820105 GOOD             NGS
 AU2339
 AU2339                          STATION DESCRIPTION
 AU2339
 AU2339'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 AU2339'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF MORGAN
 AU2339'CITY, ABOUT 7.5 MILES WEST OF DONNER, ABOUT 3.6 MILES NORTH OF THE
 AU2339'EAST END OF THE LARGE BRIDGE OVER BAYOU BOEUF AND ABOUT 1 MILE EAST
 AU2339'OF LAKE PALOURDE.
 AU2339'
 AU2339'THE STATION MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY AZIMUTH
 AU2339'MARK DISK STAMPED PALOURDE 2 1962, IS SET IN THE TOP OF A
 AU2339'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK
 AU2339'IS 0.25 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 662 AND 663
 AU2339'AND AT THE SOUTHWEST CORNER OF A SMALL PASTURE WHICH IS JUST SOUTH
 AU2339'OF SOME OLD BUILDINGS.  IT IS 43 FEET WEST OF THE CENTER OF
 AU2339'STATE HIGHWAY 662, 1.5 FEET SOUTHWEST OF A FENCE CORNER.
 AU2339'14.5 FEET SOUTHEAST OF A POWER POLE AND 1.5 FEET SOUTHWEST
 AU2339'OF A METAL WITNESS POST AND SIGN.
 AU2339'
 AU2339'TO REACH THE STATION FROM GIBSON, DRIVE WEST ALONG U.S. HIGHWAY
 AU2339'90 FOR ABOUT 8 MILES TO ITS INTERSECTION WITH STATE HIGHWAY 662
 AU2339'AT THE EAST END OF THE BRIDGE OVER BAYOU BOEUF, TURN RIGHT, AND
 AU2339'DRIVE NORTH ON STATE HIGHWAY 662 FOR 3.6 MILES TO THE MARK WHICH
 AU2339'IS ON THE LEFT SIDE OF THE HIGHWAY.
 AU2339
 AU2339                          STATION RECOVERY (1982)
 AU2339
 AU2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JEF)
 AU2339'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MILES) EAST NORTHEAST OF
 AU2339'MORGAN CITY, ABOUT 5 KM (3.1 MILES) NORTH ALONG STATE HIGHWAY 662 FROM
 AU2339'THE BAYOU BOEUF BRIDGE ON US HIGHWAY 90, 0.3 KM (0.2 MILE) EAST OF
 AU2339'LAKE PALOURDE AND ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--LOUISIANA
 AU2339'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU2339' 
 AU2339'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 AU2339'HIGHWAY 662 AT THE EAST END OF BAYOU BOEUF BRIDGE, EAST OF MORGAN
 AU2339'CITY, GO NORTH ON HIGHWAY 662 FOR 5 KM (8.05 MILES) TO TRIANGULATION
 AU2339'STATION PALOURDE 2 ON THE LEFT, CONTINUE NORTHERLY ON THE HIGHWAY FOR
 AU2339'0.6 KM (0.37 MILES) TO THE AZIMUTH MARK ON THE RIGHT, 11.9 METERS (39
 AU2339'FT) SOUTH OF THE CENTER OF THE HIGHWAY, 5.9 METERS (19.5 FT) NORTH OF
 AU2339'A POWER POLE, 4.5 METERS (15 FT) NORTH NORTHWEST OF A GAS METER AND
 AU2339'0.5 METER (1.5 FT) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3495 ***********************************************************************
 AU3495  DESIGNATION -  PALOURDE 2 AZ MK 2
 AU3495  PID         -  AU3495
 AU3495  STATE/COUNTY-  LA/ASSUMPTION
 AU3495  USGS QUAD   -  AMELIA (1994)
 AU3495
 AU3495                         *CURRENT SURVEY CONTROL
 AU3495  ___________________________________________________________________
 AU3495* NAD 83(1992)-  29 42 38.00914(N)    091 04 52.64129(W)     ADJUSTED  
 AU3495* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AU3495  **This station is located in a subsidence area (see below).
 AU3495  ___________________________________________________________________
 AU3495  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU3495  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AU3495
 AU3495  HORZ ORDER  -  THIRD
 AU3495
 AU3495.The horizontal coordinates were established by classical geodetic methods
 AU3495.and adjusted by the National Geodetic Survey in January 1993..
 AU3495.No horizontal observational check was made to the station.
 AU3495
 AU3495 ** The orthometric height has not been validated since last determined
 AU3495 ** by differential leveling and should not be used for control purposes.
 AU3495 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3495 ** area with valid NAVD 88 orthometric heights.
 AU3495 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3495 ** epoch indicated which incorporates improved geoid heights for the
 AU3495 ** Southern Louisiana Subsidence area.
 AU3495 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3495
 AU3495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3495
 AU3495.The geoid height was determined by GEOID03.
 AU3495
 AU3495;                    North         East     Units Scale Factor Converg.
 AU3495;SPC LA S     -   134,210.842 1,024,387.538   MT  0.99993850   +0 07 33.7
 AU3495;SPC LA S     -   440,323.40  3,360,844.78   sFT  0.99993850   +0 07 33.7
 AU3495;UTM  15      - 3,288,254.197   685,607.646   MT  1.00002508   +0 57 04.4
 AU3495
 AU3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3495!SPC LA S     -   1.00000375  x   0.99993850  =   0.99994225
 AU3495!UTM  15      -   1.00000375  x   1.00002508  =   1.00002883
 AU3495
 AU3495                          SUPERSEDED SURVEY CONTROL
 AU3495
 AU3495  NAD 83(1986)-  29 42 38.03256(N)    091 04 52.64118(W) AD(       ) 3
 AU3495  NGVD 29 (11/02/92)    2.     (m)            7.     (f) VERT ANG       
 AU3495
 AU3495.Superseded values are not recommended for survey control.
 AU3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3495.See file dsdata.txt to determine how the superseded data were derived.
 AU3495
 AU3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8560888254(NAD 83)
 AU3495
 AU3495  HISTORY     - Date     Condition        Report By
 AU3495  HISTORY     - UNK      MONUMENTED       NGS
 AU3495
 AU3495                          STATION DESCRIPTION
 AU3495
 AU3495'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK (BES)
 AU3495'THE POSITION AND ELEVATION FOR THIS POINT DIFFER FROM PALOURDE
 AU3495'2 AZ MK 2 (AU2339), EVEN THOUGH THERE IS NO INDICATION THAT THE
 AU3495'MARK WAS RESET BETWEEN 1969 and 1982.  BOTH POINTS WILL BE LEFT
 AU3495'THE DATABASE, USE WITH CAUTION.  PREFERABLY USE AU2339.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2924 ***********************************************************************
 CP2924  DESIGNATION -  PAM
 CP2924  PID         -  CP2924
 CP2924  STATE/COUNTY-  LA/MADISON
 CP2924  USGS QUAD   -  MOUND (1973)
 CP2924
 CP2924                         *CURRENT SURVEY CONTROL
 CP2924  ___________________________________________________________________
 CP2924* NAD 83(1992)-  32 15 45.87712(N)    091 05 32.96091(W)     ADJUSTED  
 CP2924* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 CP2924  ___________________________________________________________________
 CP2924  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CP2924  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2924
 CP2924  HORZ ORDER  -  SECOND
 CP2924
 CP2924.The horizontal coordinates were established by classical geodetic methods
 CP2924.and adjusted by the National Geodetic Survey in May 1994..
 CP2924
 CP2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2924
 CP2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2924
 CP2924.The geoid height was determined by GEOID03.
 CP2924
 CP2924;                    North         East     Units Scale Factor Converg.
 CP2924;SPC LA N     -   196,306.732 1,132,606.814   MT  0.99993281   +0 44 38.9
 CP2924;SPC LA N     -   644,049.67  3,715,894.19   sFT  0.99993281   +0 44 38.9
 CP2924;UTM  15      - 3,571,156.346   679,673.290   MT  0.99999812   +1 01 06.6
 CP2924
 CP2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2924!SPC LA N     -   1.00000011  x   0.99993281  =   0.99993292
 CP2924!UTM  15      -   1.00000011  x   0.99999812  =   0.99999823
 CP2924
 CP2924|---------------------------------------------------------------------|
 CP2924| PID    Reference Object                     Distance      Geod. Az  |
 CP2924|                                                           dddmmss.s |
 CP2924| CY4392 PAM RM 1                             10.907 METERS 00343     |
 CP2924| CP2925 PAM A LDH 1971                        8.170 METERS 27113     |
 CP2924| CY4391 PAM AZ MK                                          2954331.4 |
 CP2924| CY4393 PAM RM 2                             15.682 METERS 32503     |
 CP2924|---------------------------------------------------------------------|
 CP2924
 CP2924                          SUPERSEDED SURVEY CONTROL
 CP2924
 CP2924  NAD 83(1992)-  32 15 45.88676(N)    091 05 32.95823(W) AD(       ) 2
 CP2924  NAD 83(1986)-  32 15 45.88914(N)    091 05 32.95716(W) AD(       ) 2
 CP2924  NAD 27      -  32 15 45.35292(N)    091 05 32.56469(W) AD(       ) 2
 CP2924  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 CP2924
 CP2924.Superseded values are not recommended for survey control.
 CP2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2924.See file dsdata.txt to determine how the superseded data were derived.
 CP2924
 CP2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7967371156(NAD 83)
 CP2924_MARKER: DD = SURVEY DISK
 CP2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2924
 CP2924  HISTORY     - Date     Condition        Report By
 CP2924  HISTORY     - 1971     MONUMENTED       LADTD
 CP2924
 CP2924                          STATION DESCRIPTION
 CP2924
 CP2924'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CP2924'THE STATION IS LOCATED 11.5 MILES SOUTH-SOUTHEAST OF TALLULAH, 26
 CP2924'MILES SOUTHEAST OF DELHI AND 10 MILES WEST-SOUTHWEST OF DELTA, IN
 CP2924'THE SOUTHWEST 1/4 OF SECTION 65, T15N, R13E, AND ON THE PROPERTY
 CP2924'OWNED BY M. H. BREWER, ADDRESS ROUTE 1, POST OFFICE BOX 187,
 CP2924'TALLULAH.
 CP2924'
 CP2924'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, DRIVE SOUTH
 CP2924'ALONG U.S. HIGHWAY 65 FOR 4.2 MILES TO THE INTERSECTION WITH STATE
 CP2924'HIGHWAY 603 TURN LEFT ON STATE HIGHWAY 603 AND GO SOUTHEAST FOR 10
 CP2924'MILES TO THE STATION WHICH IS SET ON THE LEFT AND EAST OF THE
 CP2924'HIGHWAY NEAR A FRAME BUILDING.
 CP2924'
 CP2924'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHWEST ALONG
 CP2924'STATE HIGHWAY 603 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE
 CP2924'RIGHT AND NORTHEAST OF THE HIGHWAY NEAR A RIGHT OF WAY MARKER AND
 CP2924'POWER POLE.
 CP2924'
 CP2924'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2924'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2924'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CP2924'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP2924'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2924'STAMPED PAM 1971.  THE MARK IS 57 FEET SOUTHEAST OF THE
 CP2924'SOUTHWEST CORNER OF A BUILDING, 55 FEET EAST-SOUTHEAST OF A 30
 CP2924'INCH IRON WOOD TREE, 40 FEET NORTH-NORTHEAST OF A FENCE, 18
 CP2924'FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE, 2 FEET
 CP2924'WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CP2924'
 CP2924'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2924'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2924'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2924'GROUND.  IT IS STAMPED PAM R.M. 1 1971.  IT IS 41 FEET WEST OF A
 CP2924'44 INCH ELM TREE, 37 FEET NORTH OF THE CENTER OF A GRAVEL DRIVE,
 CP2924'20 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BUILDING, 10 FEET
 CP2924'EAST-SOUTHEAST OF A 30 INCH IRON WOOD TREE, AND 6 FEET SOUTH
 CP2924'OF A BUILDING.
 CP2924'
 CP2924'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2924'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2924'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP2924'IS STAMPED PAM R.M. 2 1971.  IT IS 104 FEET SOUTHEAST OF A POWER
 CP2924'POLE WITH TRANSFORMER, 103 FEET EAST OF THE CENTER OF STATE
 CP2924'HIGHWAY 603, 56 FEET NORTH-NORTHEAST OF A FENCE, AND 12.5 FEET
 CP2924'SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING.
 CP2924'
 CP2924'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2924'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2924'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2924'GROUND.  IT IS STAMPED PAM AZ. MK. 1971.  IT IS 93 FEET
 CP2924'EAST-NORTHEAST OF A POWER POLE WITH TRANSFORMER, 79 FEET
 CP2924'NORTHEAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 55 FEET
 CP2924'NORTH-NORTHEAST OF THE EAST END OF A CONCRETE CULVERT, 34 FEET
 CP2924'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 603, AND 2 FEET
 CP2924'WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CP2924'
 CP2924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3027 ***********************************************************************
 BK3027  DESIGNATION -  PAM
 BK3027  PID         -  BK3027
 BK3027  STATE/COUNTY-  LA/BEAUREGARD
 BK3027  USGS QUAD   -  DRY CREEK (1975)
 BK3027
 BK3027                         *CURRENT SURVEY CONTROL
 BK3027  ___________________________________________________________________
 BK3027* NAD 83(1992)-  30 44 21.58523(N)    093 05 20.59630(W)     ADJUSTED  
 BK3027* NAVD 88     -        34.3    (meters)     113.     (feet)  VERTCON   
 BK3027  ___________________________________________________________________
 BK3027  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3027  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK3027
 BK3027  HORZ ORDER  -  SECOND
 BK3027
 BK3027.The horizontal coordinates were established by classical geodetic methods
 BK3027.and adjusted by the National Geodetic Survey in January 1993..
 BK3027
 BK3027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3027
 BK3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3027
 BK3027.The geoid height was determined by GEOID03.
 BK3027
 BK3027;                    North         East     Units Scale Factor Converg.
 BK3027;SPC LA S     -   249,511.716   831,871.895   MT  1.00000860   -0 52 40.4
 BK3027;SPC LA S     -   818,606.35  2,729,233.04   sFT  1.00000860   -0 52 40.4
 BK3027;UTM  15      - 3,400,717.034   491,475.275   MT  0.99960090   -0 02 43.9
 BK3027
 BK3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3027!SPC LA S     -   0.99999886  x   1.00000860  =   1.00000746
 BK3027!UTM  15      -   0.99999886  x   0.99960090  =   0.99959976
 BK3027
 BK3027|---------------------------------------------------------------------|
 BK3027| PID    Reference Object                     Distance      Geod. Az  |
 BK3027|                                                           dddmmss.s |
 BK3027| CV8971 PAM RM 1                             14.710 METERS 01552     |
 BK3027| BK3026 PAM LDH 1974 RM 2                     8.413 METERS 14948     |
 BK3027| CV8970 PAM AZ MK 2                                        1883448.4 |
 BK3027| CV8969 PAM AZ MK                                          3594624.0 |
 BK3027|---------------------------------------------------------------------|
 BK3027
 BK3027                          SUPERSEDED SURVEY CONTROL
 BK3027
 BK3027  NAD 83(1986)-  30 44 21.60420(N)    093 05 20.58841(W) AD(       ) 2
 BK3027  NAD 27      -  30 44 20.90035(N)    093 05 20.02110(W) AD(       ) 2
 BK3027  NGVD 29 (07/19/86)   34.4    (m)          113.     (f) VERT ANG       
 BK3027
 BK3027.Superseded values are not recommended for survey control.
 BK3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3027.See file dsdata.txt to determine how the superseded data were derived.
 BK3027
 BK3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9147500717(NAD 83)
 BK3027_MARKER: DD = SURVEY DISK
 BK3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3027
 BK3027  HISTORY     - Date     Condition        Report By
 BK3027  HISTORY     - 1974     MONUMENTED       LADH
 BK3027
 BK3027                          STATION DESCRIPTION
 BK3027
 BK3027'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK3027'THE STATION IS LOCATED 11 MILES SOUTHEAST OF DERIDDER, AND 19 MILES
 BK3027'NORTHWEST OF OBERLIN, IN THE SOUTHEAST QUARTER OF SECTION 4, T4S,
 BK3027'R7W, AND ON THE PROPERTY OWNED BY THE BUNDICK LAKE GAME AND FISH
 BK3027'COMMISSION, RT. 2, BOX 383, DERIDDER, LA., TELEPHONE 463-8121.
 BK3027'
 BK3027'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 AND STATE
 BK3027'HIGHWAY 1147, DRIVE SOUTH ALONG STATE HIGHWAY 1147 FOR 5.0 MILES TO
 BK3027'A GRAVEL ROAD ON THE RIGHT LEADING SOUTHWEST, TURN RIGHT AND GO
 BK3027'SOUTHWEST ALONG THE GRAVEL ROAD FOR 0.35 MILE TO A FORK, BEAR
 BK3027'SOUTH ON THE GRAVEL ROAD FOR 0.1 MILE TO A METAL GATE LEADING TO
 BK3027'THE BUNDICK LAKE DAM, DRIVE UP ON THE DAM AND GO SOUTHWEST
 BK3027'FOR 0.5 MILE TO THE MARK SET IN TOP OF THE DAM NEAR A POWER POLE
 BK3027'AND A FENCE.
 BK3027'
 BK3027'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG THE
 BK3027'BUNDICK LAKE DAM FOR 0.5 MILE, THE MARK IS SET IN THE TOP CENTER OF
 BK3027'THE DAM NEAR A GATE AND A FENCE.
 BK3027'
 BK3027'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE SOUTH ALONG THE DAM
 BK3027'FOR 0.52 MILE TO A FLOOD GATE AND THE MARK SET IN A DRILL HOLE IN
 BK3027'THE HEADWALL OF THE FLUME TO THE FLOOD GATE ON THE NORTH SIDE OF THE
 BK3027'DAM.
 BK3027'
 BK3027'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3027'COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH CYLINDRICAL
 BK3027'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 BK3027'THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK3027'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK3027'STAMPED PAM 1974.  THE MARK IS 110.5 FEET NORTHEAST OF A POWER
 BK3027'POLE, 94 FEET EAST OF THE EAST BANK OF BUNDICK LAKE, 86.5 FEET
 BK3027'SOUTHWEST OF THE CENTER OF A FENCE BRACE, 74 FEET WEST OF A
 BK3027'FENCE AND 73 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BK3027'
 BK3027'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3027'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3027'CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW THE SURFACE OF
 BK3027'THE GROUND.  IT IS STAMPED PAM RM 1 1974.  IT IS 159 FEET NORTHEAST
 BK3027'OF A POWER POLE, 91 FEET SOUTH-SOUTHWEST OF A 15 INCH WHITE OAK
 BK3027'TREE, 47.5 FEET WEST OF A FENCE, 47 FEET WEST-SOUTHWEST OF THE
 BK3027'CENTER OF A FENCE BRACE AND 14.5 FEET EAST OF THE CENTER OF THE
 BK3027'BUNDICK LAKE DAM.
 BK3027'
 BK3027'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3027'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3027'CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW THE SURFACE OF
 BK3027'THE GROUND.  IT IS STAMPED PAM RM 2 1974.  IT IS 108 FEET EAST OF
 BK3027'THE EAST BANK OF LAKE BUNDICK, 99 FEET SOUTHWEST OF THE CENTER
 BK3027'OF A FENCE BRACE, 92.5 FEET NORTHEAST OF A POWER POLE, 66.5 FEET
 BK3027'WEST OF A FENCE AND 14 FEET EAST OF THE CENTER OF THE BUNDICK LAKE
 BK3027'DAM.
 BK3027'
 BK3027'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3027'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3027'CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW THE SURFACE OF
 BK3027'THE GROUND.  IT IS STAMPED PAM AZ. MK. 1974.  IT IS 152 FEET
 BK3027'SOUTH-SOUTHWEST OF THE CENTER OF A METAL GATE, 66 FEET
 BK3027'SOUTHWEST OF A FENCE CORNER, 54.5 FEET WEST OF A FENCE, 53.5 FEET
 BK3027'EAST OF A METAL WITNESS POST AND SIGN AND 44 FEET EAST OF A
 BK3027'FENCE.
 BK3027'
 BK3027'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3027'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 BK3027'HEADWALL OF A CONCRETE FLUME ON A FLOOD GATE TO THE BUNDICK LAKE
 BK3027'DAM.  IT IS STAMPED PAM AZ. MK. 2 1974.  IT IS 79 FEET
 BK3027'WEST-NORTHWEST OF THE CENTER OF THE BUNDICK LAKE DAM, 67 FEET
 BK3027'NORTHWEST OF THE SOUTH END OF THE CONCRETE DRAIN, 66 FEET
 BK3027'WEST-SOUTHWEST OF THE NORTH END OF THE CONCRETE DRAIN, 29 FEET
 BK3027'SOUTHEAST OF THE CENTER OF THE FLOOD GATE, 9.5 FEET SOUTHWEST
 BK3027'OF A POWER POLE WITH A METER LOOP ATTACHED AND 3 FEET
 BK3027'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BK3027'
 BK3027'NEAREST TOWN--DERIDDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1579 ***********************************************************************
 BW1579  DESIGNATION -  PAP COTTINGHAM
 BW1579  PID         -  BW1579
 BW1579  STATE/COUNTY-  LA/CALDWELL
 BW1579  USGS QUAD   -  ENTERPRISE (1984)
 BW1579
 BW1579                         *CURRENT SURVEY CONTROL
 BW1579  ___________________________________________________________________
 BW1579* NAD 83(1986)-  31 57 16.     (N)    091 55 51.     (W)     SCALED    
 BW1579* NAVD 88     -        18.46   (+/-2cm)      60.6    (feet)  VERTCON   
 BW1579  ___________________________________________________________________
 BW1579  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BW1579
 BW1579  VERT ORDER  -  ? (See Below)
 BW1579
 BW1579.The horizontal coordinates were scaled from a topographic map and have
 BW1579.an estimated accuracy of +/- 6 seconds.
 BW1579
 BW1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1579.The vertical order pertains to the NGVD 29 superseded value.
 BW1579
 BW1579.The geoid height was determined by GEOID03.
 BW1579
 BW1579;                    North         East    Units  Estimated Accuracy
 BW1579;SPC LA N     -   161,400.    1,053,800.      MT  (+/- 180 meters Scaled)
 BW1579
 BW1579                          SUPERSEDED SURVEY CONTROL
 BW1579
 BW1579  NGVD 29 (??/??/92)   18.472  (m)           60.60   (f) ADJ UNCH    ?  
 BW1579
 BW1579.Superseded values are not recommended for survey control.
 BW1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1579.See file dsdata.txt to determine how the superseded data were derived.
 BW1579
 BW1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR010358(NAD 83)
 BW1579_MARKER: P = PIPE CAP
 BW1579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1579_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1579
 BW1579  HISTORY     - Date     Condition        Report By
 BW1579  HISTORY     - UNK      MONUMENTED       DOD
 BW1579  HISTORY     - 1934     GOOD             DOD
 BW1579
 BW1579                          STATION DESCRIPTION
 BW1579
 BW1579'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1579'3.0 MI NW FROM DUTY.
 BW1579'APPROXIMATELY 15.5 MILES SOUTHEAST OF COLUMBIA.  P.A.P. COTTINGHAM IS
 BW1579'1 1/2 IN. PIPE, LOCATED APPROXIMATELY 15.5 MILES SOUTHEAST OF
 BW1579'COLUMBIA, CALDWELL PARISH, LA. APPROXIMATELY 1,000 FEET SOUTHEAST OF
 BW1579'P.B.M. I-25-1. APPROXIMATELY 1,000 FEET EAST OF CENTERLINE OF HIGHWAY
 BW1579'106. A 24 IN. -WHITE OAK SITS 52 FEET EAST OF CENTERLINE OF HIGHWAY
 BW1579'WITH THE INSCRIPTION (B.M. OVER A TRIANGLE WITH ARROW UNDERNEATH). THE
 BW1579'ARROW POINTS IN THE APPROXIMATE DIRECTION OF P.A.P. SEC. 11, T11N,
 BW1579'R5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1596 ***********************************************************************
 BW1596  DESIGNATION -  PAP DAVIS BOLT
 BW1596  PID         -  BW1596
 BW1596  STATE/COUNTY-  LA/CATAHOULA
 BW1596  USGS QUAD   -  EXTENSION (1984)
 BW1596
 BW1596                         *CURRENT SURVEY CONTROL
 BW1596  ___________________________________________________________________
 BW1596* NAD 83(1986)-  31 53 17.     (N)    091 49 42.     (W)     SCALED    
 BW1596* NAVD 88     -        17.67   (+/-2cm)      58.0    (feet)  VERTCON   
 BW1596  ___________________________________________________________________
 BW1596  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BW1596
 BW1596  VERT ORDER  -  ? (See Below)
 BW1596
 BW1596.The horizontal coordinates were scaled from a topographic map and have
 BW1596.an estimated accuracy of +/- 6 seconds.
 BW1596
 BW1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1596.The vertical order pertains to the NGVD 29 superseded value.
 BW1596
 BW1596.The geoid height was determined by GEOID03.
 BW1596
 BW1596;                    North         East    Units  Estimated Accuracy
 BW1596;SPC LA N     -   154,100.    1,063,540.      MT  (+/- 180 meters Scaled)
 BW1596
 BW1596                          SUPERSEDED SURVEY CONTROL
 BW1596
 BW1596  NGVD 29 (??/??/92)   17.682  (m)           58.01   (f) ADJ UNCH    ?  
 BW1596
 BW1596.Superseded values are not recommended for survey control.
 BW1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1596.See file dsdata.txt to determine how the superseded data were derived.
 BW1596
 BW1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR108286(NAD 83)
 BW1596_MARKER: B = BOLT
 BW1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1596_SP_SET: STONE
 BW1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1596+STABILITY: SURFACE MOTION
 BW1596
 BW1596  HISTORY     - Date     Condition        Report By
 BW1596  HISTORY     - UNK      MONUMENTED       DOD
 BW1596  HISTORY     - 1934     GOOD             DOD
 BW1596
 BW1596                          STATION DESCRIPTION
 BW1596
 BW1596'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1596'3.5 MI SE FROM ENTERPRISE.
 BW1596'P.A.P. DAVIS IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON J. Q.
 BW1596'EUBANKS PLANTATION, 140 FEET WEST OF CENTERLINE OF HIGHWAY 68 DIRECTLY
 BW1596'OPPOSITE AND 106 FEET WEST OF GATE.  APPROXIMATELY 3.5 MILES SOUTHEAST
 BW1596'OF ENTERPRISE P.O.  CATAHOULA PARISH, SEC 35 T11N R6E. 20-INCH GUM
 BW1596'TREE ON WEST SIDE OF HIGHWAY BEARS INSCRIPTION P.B.M. WITH ARROW
 BW1596'SHOWING DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1595 ***********************************************************************
 BW1595  DESIGNATION -  PAP DAVIS CAP
 BW1595  PID         -  BW1595
 BW1595  STATE/COUNTY-  LA/CATAHOULA
 BW1595  USGS QUAD   -  EXTENSION (1984)
 BW1595
 BW1595                         *CURRENT SURVEY CONTROL
 BW1595  ___________________________________________________________________
 BW1595* NAD 83(1986)-  31 53 17.     (N)    091 49 42.     (W)     SCALED    
 BW1595* NAVD 88     -        18.91   (+/-2cm)      62.0    (feet)  VERTCON   
 BW1595  ___________________________________________________________________
 BW1595  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BW1595
 BW1595  VERT ORDER  -  ? (See Below)
 BW1595
 BW1595.The horizontal coordinates were scaled from a topographic map and have
 BW1595.an estimated accuracy of +/- 6 seconds.
 BW1595
 BW1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1595.The vertical order pertains to the NGVD 29 superseded value.
 BW1595
 BW1595.The geoid height was determined by GEOID03.
 BW1595
 BW1595;                    North         East    Units  Estimated Accuracy
 BW1595;SPC LA N     -   154,100.    1,063,540.      MT  (+/- 180 meters Scaled)
 BW1595
 BW1595                          SUPERSEDED SURVEY CONTROL
 BW1595
 BW1595  NGVD 29 (??/??/92)   18.921  (m)           62.08   (f) ADJ UNCH    ?  
 BW1595
 BW1595.Superseded values are not recommended for survey control.
 BW1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1595.See file dsdata.txt to determine how the superseded data were derived.
 BW1595
 BW1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR108286(NAD 83)
 BW1595_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1595_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1595_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1595
 BW1595  HISTORY     - Date     Condition        Report By
 BW1595  HISTORY     - UNK      MONUMENTED       DOD
 BW1595  HISTORY     - 1934     GOOD             DOD
 BW1595
 BW1595                          STATION DESCRIPTION
 BW1595
 BW1595'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1595'3.5 MI SE FROM ENTERPRISE.
 BW1595'P.A.P. DAVIS IS A PINE STONE BENCH WITH BRASS CAP, LOCATED ON J. Q.
 BW1595'EUBANKS PLANTATION, 140 FEET WEST OF CENTERLINE OF HIGHWAY 68 DIRECTLY
 BW1595'OPPOSITE AND 106 FEET WEST OF GATE.  APPROXIMATELY 3.5 MILES SOUTHEAST
 BW1595'OF ENTERPRISE P.O.  CATAHOULA PARISH, SEC. 35 T11N R6E. 20-INCH GUM
 BW1595'TREE ON WEST SIDE OF HIGHWAY BEARS INSCRIPTION P.B.M. WITH ARROW
 BW1595'SHOWING DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1989 ***********************************************************************
 CP1989  DESIGNATION -  PAP KING BOLT
 CP1989  PID         -  CP1989
 CP1989  STATE/COUNTY-  LA/CALDWELL
 CP1989  USGS QUAD   -  MASON (1983)
 CP1989
 CP1989                         *CURRENT SURVEY CONTROL
 CP1989  ___________________________________________________________________
 CP1989* NAD 83(1986)-  32 00 33.     (N)    091 58 17.     (W)     SCALED    
 CP1989* NAVD 88     -        17.58   (+/-2cm)      57.7    (feet)  VERTCON   
 CP1989  ___________________________________________________________________
 CP1989  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CP1989
 CP1989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1989
 CP1989.The horizontal coordinates were scaled from a topographic map and have
 CP1989.an estimated accuracy of +/- 6 seconds.
 CP1989
 CP1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1989.The vertical order pertains to the NGVD 29 superseded value.
 CP1989
 CP1989.The geoid height was determined by GEOID03.
 CP1989
 CP1989;                    North         East    Units  Estimated Accuracy
 CP1989;SPC LA N     -   167,450.    1,049,940.      MT  (+/- 180 meters Scaled)
 CP1989
 CP1989                          SUPERSEDED SURVEY CONTROL
 CP1989
 CP1989  NGVD 29 (??/??/92)   17.596  (m)           57.73   (f) ADJ UNCH    2 0
 CP1989
 CP1989.Superseded values are not recommended for survey control.
 CP1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1989.See file dsdata.txt to determine how the superseded data were derived.
 CP1989
 CP1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR971419(NAD 83)
 CP1989_MARKER: B = BOLT
 CP1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1989_SP_SET: STONE
 CP1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1989+STABILITY: SURFACE MOTION
 CP1989
 CP1989  HISTORY     - Date     Condition        Report By
 CP1989  HISTORY     - UNK      MONUMENTED       DOD
 CP1989  HISTORY     - 1950     GOOD             NGS
 CP1989
 CP1989                          STATION DESCRIPTION
 CP1989
 CP1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CP1989'11.3 MI SE FROM COLUMBIA.
 CP1989'0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTH END OF THE BRIDGE
 CP1989'OVER THE OUACHITA RIVER AT COLUMBIA, THENCE 4.8 MILES SOUTHEAST ALONG
 CP1989'STATE HIGHWAY 17, THENCE 5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 106,
 CP1989'250 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE, 99 FEET EAST OF
 CP1989'THE CENTER LINE OF THE HIGHWAY, 74.3 FEET EAST OF A FENCE, A COPPER
 CP1989'BOLT SET IN THE TOP OF A STONE WHICH IS 3 FEET UNDER THE GROUND AND
 CP1989'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A U.S. ENGINEERS
 CP1989'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1988 ***********************************************************************
 CP1988  DESIGNATION -  PAP KING CAP
 CP1988  PID         -  CP1988
 CP1988  STATE/COUNTY-  LA/CALDWELL
 CP1988  USGS QUAD   -  MASON (1983)
 CP1988
 CP1988                         *CURRENT SURVEY CONTROL
 CP1988  ___________________________________________________________________
 CP1988* NAD 83(1986)-  32 00 33.     (N)    091 58 17.     (W)     SCALED    
 CP1988* NAVD 88     -        18.84   (+/-2cm)      61.8    (feet)  VERTCON   
 CP1988  ___________________________________________________________________
 CP1988  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CP1988
 CP1988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1988
 CP1988.The horizontal coordinates were scaled from a topographic map and have
 CP1988.an estimated accuracy of +/- 6 seconds.
 CP1988
 CP1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1988.The vertical order pertains to the NGVD 29 superseded value.
 CP1988
 CP1988.The geoid height was determined by GEOID03.
 CP1988
 CP1988;                    North         East    Units  Estimated Accuracy
 CP1988;SPC LA N     -   167,450.    1,049,940.      MT  (+/- 180 meters Scaled)
 CP1988
 CP1988                          SUPERSEDED SURVEY CONTROL
 CP1988
 CP1988  NGVD 29 (??/??/92)   18.853  (m)           61.85   (f) ADJ UNCH    2 0
 CP1988
 CP1988.Superseded values are not recommended for survey control.
 CP1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1988.See file dsdata.txt to determine how the superseded data were derived.
 CP1988
 CP1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR971419(NAD 83)
 CP1988_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1988_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1988_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1988_STAMPING: PAP KING
 CP1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1988
 CP1988  HISTORY     - Date     Condition        Report By
 CP1988  HISTORY     - UNK      MONUMENTED       DOD
 CP1988  HISTORY     - 1950     GOOD             NGS
 CP1988
 CP1988                          STATION DESCRIPTION
 CP1988
 CP1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CP1988'11.3 MI SE FROM COLUMBIA.
 CP1988'0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTH END OF THE
 CP1988'OUACHITA RIVER BRIDGE AT COLUMBIA, THENCE 4.8 MILES SOUTHEAST ALONG
 CP1988'STATE HIGHWAY 17, THENCE 5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 106,
 CP1988'250 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE, 99 FEET EAST OF
 CP1988'THE CENTER LINE OF THE HIGHWAY, 74.3 FEET EAST OF A FENCE, A BRONZE
 CP1988'CAP RIVETED ON THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 14 INCHES
 CP1988'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2046 ***********************************************************************
 CQ2046  DESIGNATION -  PAP PLAIN DEALING
 CQ2046  PID         -  CQ2046
 CQ2046  STATE/COUNTY-  LA/BOSSIER
 CQ2046  USGS QUAD   -  PLAIN DEALING (1981)
 CQ2046
 CQ2046                         *CURRENT SURVEY CONTROL
 CQ2046  ___________________________________________________________________
 CQ2046* NAD 83(1986)-  32 54 18.     (N)    093 42 03.     (W)     SCALED    
 CQ2046* NAVD 88     -        80.557  (meters)     264.29   (feet)  ADJUSTED  
 CQ2046  ___________________________________________________________________
 CQ2046  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2046  DYNAMIC HT  -          80.468 (meters)     264.00  (feet)  COMP
 CQ2046  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CQ2046
 CQ2046  VERT ORDER  -  FIRST     CLASS II
 CQ2046
 CQ2046.The horizontal coordinates were scaled from a topographic map and have
 CQ2046.an estimated accuracy of +/- 6 seconds.
 CQ2046
 CQ2046.The orthometric height was determined by differential leveling
 CQ2046.and adjusted by the National Geodetic Survey in June 1991..
 CQ2046
 CQ2046.The geoid height was determined by GEOID03.
 CQ2046
 CQ2046.The dynamic height is computed by dividing the NAVD 88
 CQ2046.geopotential number by the normal gravity value computed on the
 CQ2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2046.degrees latitude (g = 980.6199 gals.).
 CQ2046
 CQ2046.The modeled gravity was interpolated from observed gravity values.
 CQ2046
 CQ2046;                    North         East    Units  Estimated Accuracy
 CQ2046;SPC LA N     -   267,290.      887,650.      MT  (+/- 180 meters Scaled)
 CQ2046
 CQ2046                          SUPERSEDED SURVEY CONTROL
 CQ2046
 CQ2046  NGVD 29 (??/??/??)   80.623  (m)          264.51   (f) ADJUSTED    1 2
 CQ2046
 CQ2046.Superseded values are not recommended for survey control.
 CQ2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2046.See file dsdata.txt to determine how the superseded data were derived.
 CQ2046
 CQ2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS344409(NAD 83)
 CQ2046_MARKER: P = PIPE CAP
 CQ2046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2046_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2046_STAMPING: P.A.P. PLAIN DEALING 1
 CQ2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2046
 CQ2046  HISTORY     - Date     Condition        Report By
 CQ2046  HISTORY     - UNK      MONUMENTED       DOD
 CQ2046  HISTORY     - 1969     GOOD             LADH
 CQ2046
 CQ2046                          STATION DESCRIPTION
 CQ2046
 CQ2046'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2046'IN PLAIN DEALING.
 CQ2046'AT PLAIN DEALING, BOSSIER PARISH 36 FEET SOUTH AND 2.5 FEET EAST OF
 CQ2046'THE SOUTHWEST CORNER OF THE ST. LOUIS SOUTHWESTERN RAILWAY STATION,
 CQ2046'41.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 42 FEET NORTH OF
 CQ2046'THE CENTER LINE OF AN EAST-WEST STREET, 10.7 FEET NORTHEAST OF A POWER
 CQ2046'POLE, A CORPS OF ENGINEERS CAP ON TOP OF AN IRON PIPE ABOUT 16 INCHES
 CQ2046'BELOW THE GROUND, ACCESS TO THE MARK IS HAD THROUGH A 6 INCH TILE. SEC
 CQ2046'15, T 22N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1602 ***********************************************************************
 BW1602  DESIGNATION -  PAP STAFFORD
 BW1602  PID         -  BW1602
 BW1602  STATE/COUNTY-  LA/CATAHOULA
 BW1602  USGS QUAD   -  HARRISONBURG (1984)
 BW1602
 BW1602                         *CURRENT SURVEY CONTROL
 BW1602  ___________________________________________________________________
 BW1602* NAD 83(1986)-  31 51 09.     (N)    091 47 27.     (W)     SCALED    
 BW1602* NAVD 88     -        19.02   (+/-2cm)      62.4    (feet)  VERTCON   
 BW1602  ___________________________________________________________________
 BW1602  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BW1602
 BW1602  VERT ORDER  -  ? (See Below)
 BW1602
 BW1602.The horizontal coordinates were scaled from a topographic map and have
 BW1602.an estimated accuracy of +/- 6 seconds.
 BW1602
 BW1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1602.The vertical order pertains to the NGVD 29 superseded value.
 BW1602
 BW1602.The geoid height was determined by GEOID03.
 BW1602
 BW1602;                    North         East    Units  Estimated Accuracy
 BW1602;SPC LA N     -   150,180.    1,067,110.      MT  (+/- 180 meters Scaled)
 BW1602
 BW1602                          SUPERSEDED SURVEY CONTROL
 BW1602
 BW1602  NGVD 29 (??/??/92)   19.031  (m)           62.44   (f) ADJ UNCH    ?  
 BW1602
 BW1602.Superseded values are not recommended for survey control.
 BW1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1602.See file dsdata.txt to determine how the superseded data were derived.
 BW1602
 BW1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR143247(NAD 83)
 BW1602_MARKER: P = PIPE CAP
 BW1602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1602
 BW1602  HISTORY     - Date     Condition        Report By
 BW1602  HISTORY     - UNK      MONUMENTED       DOD
 BW1602  HISTORY     - 1934     GOOD             DOD
 BW1602
 BW1602                          STATION DESCRIPTION
 BW1602
 BW1602'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1602'IN STAFFORDS POINT.
 BW1602'B.M. IS A 1 1/2 INCH IRON PIPE WITH IRON CAP, LOCATED 1000 FEET SOUTH
 BW1602'OF STAFFORDS POINT, ON THE OUACHITA RIVER, CATAHOULA PARISH, LA.  360
 BW1602'FEET SOUTHEAST OF WEST FIELD FENCE.  APPROX. 600 FEET SOUTHWEST OF
 BW1602'SMALL CLUMP OF BUSHES IN LOW PLACE IN FIELD.  ABOUT 185 FEET NORTHWEST
 BW1602'OF POINT OF WOODS.  CAP WAS ABOUT 12 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2931 ***********************************************************************
 AU2931  DESIGNATION -  PAR 1934
 AU2931  PID         -  AU2931
 AU2931  STATE/COUNTY-  LA/LAFOURCHE
 AU2931  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2931
 AU2931                         *CURRENT SURVEY CONTROL
 AU2931  ___________________________________________________________________
 AU2931* NAD 83(1992)-  29 17 01.27873(N)    090 06 56.50246(W)     ADJUSTED  
 AU2931* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2931  **This station is located in a subsidence area (see below).
 AU2931  ___________________________________________________________________
 AU2931  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AU2931  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AU2931
 AU2931  HORZ ORDER  -  THIRD
 AU2931
 AU2931.The horizontal coordinates were established by classical geodetic methods
 AU2931.and adjusted by the National Geodetic Survey in January 1993..
 AU2931
 AU2931 ** The orthometric height has not been validated since last determined
 AU2931 ** by differential leveling and should not be used for control purposes.
 AU2931 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2931 ** area with valid NAVD 88 orthometric heights.
 AU2931 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2931 ** epoch indicated which incorporates improved geoid heights for the
 AU2931 ** Southern Louisiana Subsidence area.
 AU2931 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2931.The orthometric height was scaled from a topographic map.
 AU2931
 AU2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2931
 AU2931.The geoid height was determined by GEOID03.
 AU2931
 AU2931;                    North         East     Units Scale Factor Converg.
 AU2931;SPC LA S     -    87,498.314 1,118,318.114   MT  1.00000349   +0 36 31.8
 AU2931;SPC LA S     -   287,067.39  3,669,015.35   sFT  1.00000349   +0 36 31.8
 AU2931;UTM  15      - 3,242,868.405   780,222.751   MT  1.00056907   +1 24 42.2
 AU2931
 AU2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2931!SPC LA S     -   1.00000379  x   1.00000349  =   1.00000728
 AU2931!UTM  15      -   1.00000379  x   1.00056907  =   1.00057286
 AU2931
 AU2931                          SUPERSEDED SURVEY CONTROL
 AU2931
 AU2931  NAD 83(1986)-  29 17 01.29361(N)    090 06 56.51179(W) AD(       ) 3
 AU2931  NAD 27      -  29 17 00.47700(N)    090 06 56.23900(W) AD(       ) 3
 AU2931
 AU2931.Superseded values are not recommended for survey control.
 AU2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2931.See file dsdata.txt to determine how the superseded data were derived.
 AU2931
 AU2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8022342868(NAD 83)
 AU2931_MARKER: DD = SURVEY DISK
 AU2931_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2931_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2931
 AU2931  HISTORY     - Date     Condition        Report By
 AU2931  HISTORY     - 1934     MONUMENTED       CGS
 AU2931  HISTORY     - 1940     GOOD             SHELL
 AU2931  HISTORY     - 1952     GOOD             CGS
 AU2931  HISTORY     - 1959     GOOD             HUMBLE
 AU2931
 AU2931                          STATION DESCRIPTION
 AU2931
 AU2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2931'AT THE SOUTHERLY END OF BAY VISIER.  ON A POINT EXTENDING
 AU2931'IN A SOUTHERLY DIRECTION, ABOUT 30 METERS (100 FEET) FROM
 AU2931'THE END OF THIS POINT, 20 METERS (65 FEET) FROM THE HIGH-WATER
 AU2931'MARK TO THE N AND 20 METERS (65 FEET) NE OF A BAYOU RUNNING
 AU2931'W INTO BAYOU FONT BLANC.  THE STATION IS MARKED BY A STANDARD
 AU2931'HYDROGRAPHIC DISK SET IN CONCRETE IN THE TOP OF A TILE
 AU2931'WHICH IS FASTENED BY MEANS OF CONCRETE TO THE UPPER END
 AU2931'OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2931
 AU2931                          STATION RECOVERY (1940)
 AU2931
 AU2931'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2931'RECOVERED IN GOOD CONDITION.
 AU2931
 AU2931                          STATION RECOVERY (1952)
 AU2931
 AU2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2931'STATION WAS RECOVERED IN GOOD CONDITION.  THE SHORELINE
 AU2931'MEASUREMENTS HAVE CHANGED CONSIDERABLY.  A COMPLETE NEW
 AU2931'DESCRIPTION FOLLOWS--
 AU2931'
 AU2931'STATION IS LOCATED AT THE S END OF BAY VASIER, ON A POINT
 AU2931'AT THE W SIDE OF THE ENTRANCE TO A BAYOU (THE W ONE OF
 AU2931'TWO BAYOUS), AND 2 FT. W OF A 4- BY 4-IN. WOODEN WITNESS
 AU2931'POST.  THE APPARENT SHORELINE IS 4.0 M. (13 FT.) N 50 DEG E.
 AU2931'9.6 M. (32 FT.) S 57 DEG E, AND 9.4 M.
 AU2931'(31 FT.) S 24 DEG E.  IT IS A STANDARD
 AU2931'HYDROGRAPHIC-STATION DISK, STAMPED 1934 AND SET IN CONCRETE IN THE
 AU2931'TOP OF AN 8-IN. CONCRETE TILE PROJECTING 2 IN. ABOVE
 AU2931'THE GROUND.
 AU2931
 AU2931                          STATION RECOVERY (1959)
 AU2931
 AU2931'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959 (CEM)
 AU2931'ABOVE STATION IS NO LONGER ON LAND, NOW BEING 3 FT PLUS FROM
 AU2931'PRESENT POINT OF LAND.  MONUMENT WAS STILL STEADY, MARCH,
 AU2931'1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2880 ***********************************************************************
 AU2880  DESIGNATION -  PARADIS BELL TEL MICROWAVE
 AU2880  PID         -  AU2880
 AU2880  STATE/COUNTY-  LA/ST CHARLES
 AU2880  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2880
 AU2880                         *CURRENT SURVEY CONTROL
 AU2880  ___________________________________________________________________
 AU2880* NAD 83(1992)-  29 48 34.53878(N)    090 25 17.30686(W)     ADJUSTED  
 AU2880* NAVD 88     -                                                        
 AU2880  **This station is located in a subsidence area (see below).
 AU2880  ___________________________________________________________________
 AU2880  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU2880  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU2880
 AU2880  HORZ ORDER  -  THIRD
 AU2880
 AU2880.The horizontal coordinates were established by classical geodetic methods
 AU2880.and adjusted by the National Geodetic Survey in January 1993..
 AU2880
 AU2880 ** The orthometric height has not been validated since last determined
 AU2880 ** by differential leveling and should not be used for control purposes.
 AU2880 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2880 ** area with valid NAVD 88 orthometric heights.
 AU2880 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2880 ** epoch indicated which incorporates improved geoid heights for the
 AU2880 ** Southern Louisiana Subsidence area.
 AU2880 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2880
 AU2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2880
 AU2880.The geoid height was determined by GEOID03.
 AU2880
 AU2880;                    North         East     Units Scale Factor Converg.
 AU2880;SPC LA S     -   145,511.994 1,088,142.387   MT  0.99993128   +0 27 21.4
 AU2880;SPC LA S     -   477,400.60  3,570,013.81   sFT  0.99993128   +0 27 21.4
 AU2880;UTM  15      - 3,300,476.017   749,209.090   MT  1.00036633   +1 16 57.0
 AU2880
 AU2880                          SUPERSEDED SURVEY CONTROL
 AU2880
 AU2880  NAD 83(1986)-  29 48 34.55600(N)    090 25 17.30811(W) AD(       ) 4
 AU2880  NAD 27      -  29 48 33.80395(N)    090 25 17.01351(W) AD(       ) 3
 AU2880
 AU2880.Superseded values are not recommended for survey control.
 AU2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2880.See file dsdata.txt to determine how the superseded data were derived.
 AU2880
 AU2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4920900476(NAD 83)
 AU2880_MARKER: 45 = MICROWAVE TOWER
 AU2880
 AU2880  HISTORY     - Date     Condition        Report By
 AU2880  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2880
 AU2880                          STATION DESCRIPTION
 AU2880
 AU2880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2880'THE PARADIS, SOUTH CENTRAL BELL MICROWAVE KGF 92 TOWER IS LOCATED
 AU2880'ABOUT 4-3/4 MILES SOUTH-SOUTHEAST OF PARADIS, 3-1/4 MILES
 AU2880'EAST-SOUTHEAST OF DES ALLEMANDS AND 2 MILES NORTHWEST OF SIMONEAUX
 AU2880'PONDS.
 AU2880'
 AU2880'IT IS A 4-LEGGED SELF-SUPPORTED STEEL STRUCTURE, PAINTED RED AND
 AU2880'WHITE AND HAS AN OVERALL HEIGHT OF 260 FEET.
 AU2880'
 AU2880'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2884 ***********************************************************************
 AU2884  DESIGNATION -  PARADIS GAS PROCESS PLANT TWR
 AU2884  PID         -  AU2884
 AU2884  STATE/COUNTY-  LA/ST CHARLES
 AU2884  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2884
 AU2884                         *CURRENT SURVEY CONTROL
 AU2884  ___________________________________________________________________
 AU2884* NAD 83(1992)-  29 51 38.38622(N)    090 27 11.83896(W)     ADJUSTED  
 AU2884* NAVD 88     -                                                        
 AU2884  **This station is located in a subsidence area (see below).
 AU2884  ___________________________________________________________________
 AU2884  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU2884  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AU2884
 AU2884  HORZ ORDER  -  THIRD
 AU2884
 AU2884.The horizontal coordinates were established by classical geodetic methods
 AU2884.and adjusted by the National Geodetic Survey in January 1993..
 AU2884
 AU2884 ** The orthometric height has not been validated since last determined
 AU2884 ** by differential leveling and should not be used for control purposes.
 AU2884 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2884 ** area with valid NAVD 88 orthometric heights.
 AU2884 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2884 ** epoch indicated which incorporates improved geoid heights for the
 AU2884 ** Southern Louisiana Subsidence area.
 AU2884 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2884
 AU2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2884
 AU2884.The geoid height was determined by GEOID03.
 AU2884
 AU2884;                    North         East     Units Scale Factor Converg.
 AU2884;SPC LA S     -   151,148.337 1,085,023.717   MT  0.99992872   +0 26 24.1
 AU2884;SPC LA S     -   495,892.50  3,559,781.98   sFT  0.99992872   +0 26 24.1
 AU2884;UTM  15      - 3,306,069.113   746,007.971   MT  1.00034676   +1 16 07.1
 AU2884
 AU2884                          SUPERSEDED SURVEY CONTROL
 AU2884
 AU2884  NAD 83(1986)-  29 51 38.40349(N)    090 27 11.83979(W) AD(       ) 4
 AU2884  NAD 27      -  29 51 37.65630(N)    090 27 11.54170(W) AD(       ) 3
 AU2884
 AU2884.Superseded values are not recommended for survey control.
 AU2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2884.See file dsdata.txt to determine how the superseded data were derived.
 AU2884
 AU2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4600806069(NAD 83)
 AU2884
 AU2884  HISTORY     - Date     Condition        Report By
 AU2884  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2884
 AU2884                          STATION DESCRIPTION
 AU2884
 AU2884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2884'THE PARADIS, PARADIS GAS PROCESSING PLANT KKV 328 TOWER IS LOCATED
 AU2884'ABOUT 8-1/2 MILES EAST OF KRAEMER, 3 MILES NORTHEAST OF DES
 AU2884'ALLEMANDS AND 1-1/2 MILES SOUTHWEST OF PARADIS AT THE PARADIS GAS
 AU2884'PROCESSING PLANT.
 AU2884'
 AU2884'IT IS A 3-LEGGED SELF-SUPPORTED STEEL STRUCTURE, PAINTED ALTERNATE
 AU2884'RED AND WHITE WITH A SMALL ANTENNA NEAR THE TOP.  HEIGHT IS 198
 AU2884'FEET.
 AU2884'
 AU2884'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2881 ***********************************************************************
 AU2881  DESIGNATION -  PARADIS LAFOURCHE DIST MAST
 AU2881  PID         -  AU2881
 AU2881  STATE/COUNTY-  LA/ST CHARLES
 AU2881  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2881
 AU2881                         *CURRENT SURVEY CONTROL
 AU2881  ___________________________________________________________________
 AU2881* NAD 83(1992)-  29 49 19.72534(N)    090 25 43.06528(W)     ADJUSTED  
 AU2881* NAVD 88     -                                                        
 AU2881  **This station is located in a subsidence area (see below).
 AU2881  ___________________________________________________________________
 AU2881  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2881  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AU2881
 AU2881  HORZ ORDER  -  THIRD
 AU2881
 AU2881.The horizontal coordinates were established by classical geodetic methods
 AU2881.and adjusted by the National Geodetic Survey in January 1993..
 AU2881
 AU2881 ** The orthometric height has not been validated since last determined
 AU2881 ** by differential leveling and should not be used for control purposes.
 AU2881 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2881 ** area with valid NAVD 88 orthometric heights.
 AU2881 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2881 ** epoch indicated which incorporates improved geoid heights for the
 AU2881 ** Southern Louisiana Subsidence area.
 AU2881 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2881
 AU2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2881
 AU2881.The geoid height was determined by GEOID03.
 AU2881
 AU2881;                    North         East     Units Scale Factor Converg.
 AU2881;SPC LA S     -   146,897.733 1,087,439.787   MT  0.99993058   +0 27 08.5
 AU2881;SPC LA S     -   481,946.98  3,567,708.70   sFT  0.99993058   +0 27 08.5
 AU2881;UTM  15      - 3,301,852.069   748,486.254   MT  1.00036189   +1 16 45.9
 AU2881
 AU2881                          SUPERSEDED SURVEY CONTROL
 AU2881
 AU2881  NAD 83(1986)-  29 49 19.74262(N)    090 25 43.06631(W) AD(       ) 4
 AU2881  NAD 27      -  29 49 18.99195(N)    090 25 42.77184(W) AD(       ) 3
 AU2881
 AU2881.Superseded values are not recommended for survey control.
 AU2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2881.See file dsdata.txt to determine how the superseded data were derived.
 AU2881
 AU2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4848601852(NAD 83)
 AU2881
 AU2881  HISTORY     - Date     Condition        Report By
 AU2881  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2881
 AU2881                          STATION DESCRIPTION
 AU2881
 AU2881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2881'THE PARADIS, LAFOURCHE BASIN LEVEE DISTRICT KGY 271 MAST IS LOCATED
 AU2881'ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF PARADIS, 3 MILES NORTHWEST OF
 AU2881'SIMONEAUX PONDS AND 2-3/4 MILES EAST OF DES ALLEMANDS ON THE EAST
 AU2881'SIDE OF STATE HIGHWAY 308.
 AU2881'
 AU2881'IT IS A TRIANGULAR IN CROSS-SECTION STEEL STRUCTURE, GUYED, PAINTED
 AU2881'ALTERNATE RED AND WHITE BY SECTION AND HAS AN OVERALL HEIGHT OF 400
 AU2881'FEET.
 AU2881'
 AU2881'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2882 ***********************************************************************
 AU2882  DESIGNATION -  PARADIS ST CHARLES PARISH TANK
 AU2882  PID         -  AU2882
 AU2882  STATE/COUNTY-  LA/ST CHARLES
 AU2882  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2882
 AU2882                         *CURRENT SURVEY CONTROL
 AU2882  ___________________________________________________________________
 AU2882* NAD 83(1992)-  29 52 19.68705(N)    090 26 54.07599(W)     ADJUSTED  
 AU2882* NAVD 88     -                                                        
 AU2882  **This station is located in a subsidence area (see below).
 AU2882  ___________________________________________________________________
 AU2882  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU2882  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AU2882
 AU2882  HORZ ORDER  -  THIRD
 AU2882
 AU2882.The horizontal coordinates were established by classical geodetic methods
 AU2882.and adjusted by the National Geodetic Survey in January 1993..
 AU2882
 AU2882 ** The orthometric height has not been validated since last determined
 AU2882 ** by differential leveling and should not be used for control purposes.
 AU2882 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2882 ** area with valid NAVD 88 orthometric heights.
 AU2882 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2882 ** epoch indicated which incorporates improved geoid heights for the
 AU2882 ** Southern Louisiana Subsidence area.
 AU2882 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2882
 AU2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2882
 AU2882.The geoid height was determined by GEOID03.
 AU2882
 AU2882;                    North         East     Units Scale Factor Converg.
 AU2882;SPC LA S     -   152,423.603 1,085,490.590   MT  0.99992825   +0 26 33.0
 AU2882;SPC LA S     -   500,076.44  3,561,313.71   sFT  0.99992825   +0 26 33.0
 AU2882;UTM  15      - 3,307,351.537   746,456.537   MT  1.00034949   +1 16 17.5
 AU2882
 AU2882                          SUPERSEDED SURVEY CONTROL
 AU2882
 AU2882  NAD 83(1986)-  29 52 19.70431(N)    090 26 54.07676(W) AD(       ) 4
 AU2882  NAD 27      -  29 52 18.95830(N)    090 26 53.77806(W) AD(       ) 3
 AU2882
 AU2882.Superseded values are not recommended for survey control.
 AU2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2882.See file dsdata.txt to determine how the superseded data were derived.
 AU2882
 AU2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4645707352(NAD 83)
 AU2882_MARKER: 53 = ELEVATED TANK
 AU2882
 AU2882  HISTORY     - Date     Condition        Report By
 AU2882  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2882
 AU2882                          STATION DESCRIPTION
 AU2882
 AU2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2882'THE PARADIS, ST CHARLES PARISH WATER TANK IS LOCATED ABOUT 8-3/4
 AU2882'MILES EAST OF KRAEMER, 3-1/2 MILES NORTHEAST OF DES ALLEMANDS AND 1/2
 AU2882'MILES SOUTHWEST OF PARADIS.
 AU2882'
 AU2882'IT IS A FOUR-LEGGED SELF-SUPPORTED STEEL STRUCTURE SUPPORTING THE
 AU2882'TANK PROPER, PAINTED SILVER COLOR AND HAS AN OVER ALL HEIGHT OF 150
 AU2882'FEET.
 AU2882'
 AU2882'POINT INTERSECTED WAS THE BALL AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3061 ***********************************************************************
 AU3061  DESIGNATION -  PARASOLLE 1934
 AU3061  PID         -  AU3061
 AU3061  STATE/COUNTY-  LA/TERREBONNE
 AU3061  USGS QUAD   -  COCODRIE (1994)
 AU3061
 AU3061                         *CURRENT SURVEY CONTROL
 AU3061  ___________________________________________________________________
 AU3061* NAD 83(1992)-  29 11 28.59451(N)    090 40 06.36787(W)     ADJUSTED  
 AU3061* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3061  **This station is located in a subsidence area (see below).
 AU3061  ___________________________________________________________________
 AU3061  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AU3061  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AU3061
 AU3061  HORZ ORDER  -  THIRD
 AU3061
 AU3061.The horizontal coordinates were established by classical geodetic methods
 AU3061.and adjusted by the National Geodetic Survey in January 1993..
 AU3061
 AU3061 ** The orthometric height has not been validated since last determined
 AU3061 ** by differential leveling and should not be used for control purposes.
 AU3061 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3061 ** area with valid NAVD 88 orthometric heights.
 AU3061 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3061 ** epoch indicated which incorporates improved geoid heights for the
 AU3061 ** Southern Louisiana Subsidence area.
 AU3061 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3061.The orthometric height was scaled from a topographic map.
 AU3061
 AU3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3061
 AU3061.The geoid height was determined by GEOID03.
 AU3061
 AU3061;                    North         East     Units Scale Factor Converg.
 AU3061;SPC LA S     -    76,814.202 1,064,668.523   MT  1.00002479   +0 19 56.8
 AU3061;SPC LA S     -   252,014.59  3,492,999.98   sFT  1.00002479   +0 19 56.8
 AU3061;UTM  15      - 3,231,428.250   726,707.916   MT  1.00023426   +1 08 15.5
 AU3061
 AU3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3061!SPC LA S     -   1.00000382  x   1.00002479  =   1.00002861
 AU3061!UTM  15      -   1.00000382  x   1.00023426  =   1.00023808
 AU3061
 AU3061                          SUPERSEDED SURVEY CONTROL
 AU3061
 AU3061  NAD 83(1986)-  29 11 28.61420(N)    090 40 06.37821(W) AD(       ) 3
 AU3061  NAD 27      -  29 11 27.78200(N)    090 40 06.04600(W) AD(       ) 3
 AU3061
 AU3061.Superseded values are not recommended for survey control.
 AU3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3061.See file dsdata.txt to determine how the superseded data were derived.
 AU3061
 AU3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2670831428(NAD 83)
 AU3061_MARKER: DS = TRIANGULATION STATION DISK
 AU3061_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3061_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3061
 AU3061  HISTORY     - Date     Condition        Report By
 AU3061  HISTORY     - 1934     MONUMENTED       CGS
 AU3061  HISTORY     - 1952     POOR             CGS
 AU3061
 AU3061                          STATION DESCRIPTION
 AU3061
 AU3061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3061'STATION IS ABOUT 4 MILES S OF COCODRIE, ON THE W SHORE OF LITTLE
 AU3061'CAILLOU BAYOU AT ITS JUNCTION WITH PETITE PARASOLLE BAYOU AND
 AU3061'ON A SHELL POINT.
 AU3061'
 AU3061'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU3061'IN CONCRETE IN THE TOP OF TILES.
 AU3061'
 AU3061'REFERENCE MARK NO. 1 IS 10.115 METERS (33.19 FEET) FROM THE
 AU3061'STATION S 70 DEG 02 MIN W.
 AU3061'
 AU3061'REFERENCE MARK NO. 2 IS 9.790 METERS (32.12 FEET) FROM THE
 AU3061'STATION N 41 DEG 21 MIN W.
 AU3061
 AU3061                          STATION RECOVERY (1952)
 AU3061
 AU3061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3061'STATION WAS RECOVERED IN POOR CONDITION.  THE REFERENCE MARKS
 AU3061'WERE RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AU3061'FOLLOWS--
 AU3061'
 AU3061'STATION IS LOCATED ABOUT 4 MI. S OF COCODRIE ON THE W SHORE
 AU3061'OF BAYOU LITTLE CAILLOU, ON THE NW SHORE OF A LITTLE BAYOU
 AU3061'WHICH LEADS TO BIG BAYOU PARASOL, AND IN THE WATER AT THE POINT
 AU3061'ON THE W SIDE OF THE CONFLUENCE OF THE BAYOUS.  THE APPARENT
 AU3061'SHORELINE AT THIS POINT IS 3 FT. S 90 DEG W.  IT IS A
 AU3061'STANDARD DISK, STAMPED PARASOLLE 1934 AND SET IN CONCRETE IN
 AU3061'THE TOP OF AN 8-IN. TILE WHICH IS 26 IN. LONG AND SUPPORTED ON
 AU3061'THE TOP OF AN EXPOSED 4 BY 4 PILE DRIVEN INTO THE GROUND.
 AU3061'
 AU3061'REFERENCE MARK 1 IS 15 FT. NW OF THE MEAN HIGH-WATERLINE AT THE
 AU3061'SMALL SHELL BEACH, ADN 10.115 M. (33.19 FT.) FROM THE STATION S 70 DEG
 AU3061'02 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU3061'IT IS A STANDARD DISK, STAMPED PARASOLLE 1934 NO 1 AND SET IN
 AU3061'THE TOP OF AN 8-IN. CONCRETE MONUMENT PROJECTING 8 IN. ABOVE THE
 AU3061'GROUND.
 AU3061'
 AU3061'REFERENCE MARK 2 IS BETWEEN THE MEAN HIGH-WATERLINE AND THE
 AU3061'MEAN LOW-WATERLINE OF A SMALL SHELL BEACH, 1.5 FT. E OF MEAN
 AU3061'HIGH-WATERLINE AND 9.790 M. (32.12 FT.) FROM THE STATION N 41 DEG
 AU3061'21 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU3061'IT IS A STANDARD DISK, STAMPED PARASOLLE 1934 NO 2 AND SET IN
 AU3061'CONCRETE IN THE TOP OF AN 8-IN. TILE PROJECTING 18 IN. ABOVE THE
 AU3061'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2460 ***********************************************************************
 BJ2460  DESIGNATION -  PARDEE CAP
 BJ2460  PID         -  BJ2460
 BJ2460  STATE/COUNTY-  LA/ST LANDRY
 BJ2460  USGS QUAD   -  PORTAGE (1970)
 BJ2460
 BJ2460                         *CURRENT SURVEY CONTROL
 BJ2460  ___________________________________________________________________
 BJ2460* NAD 83(1986)-  30 27 47.     (N)    091 45 34.     (W)     SCALED    
 BJ2460* NAVD 88     -         7.78   (+/-2cm)      25.5    (feet)  VERTCON   
 BJ2460  ___________________________________________________________________
 BJ2460  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2460
 BJ2460  VERT ORDER  -  ? (See Below)
 BJ2460
 BJ2460.The horizontal coordinates were scaled from a topographic map and have
 BJ2460.an estimated accuracy of +/- 6 seconds.
 BJ2460
 BJ2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2460.The vertical order pertains to the NGVD 29 superseded value.
 BJ2460
 BJ2460.The geoid height was determined by GEOID03.
 BJ2460
 BJ2460;                    North         East    Units  Estimated Accuracy
 BJ2460;SPC LA S     -   217,670.      959,080.      MT  (+/- 180 meters Scaled)
 BJ2460
 BJ2460                          SUPERSEDED SURVEY CONTROL
 BJ2460
 BJ2460  NGVD 29 (??/??/??)    7.791  (m)           25.56   (f) ADJUSTED    ?  
 BJ2460
 BJ2460.Superseded values are not recommended for survey control.
 BJ2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2460.See file dsdata.txt to determine how the superseded data were derived.
 BJ2460
 BJ2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP190707(NAD 83)
 BJ2460_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2460
 BJ2460  HISTORY     - Date     Condition        Report By
 BJ2460  HISTORY     - UNK      MONUMENTED       DOD
 BJ2460  HISTORY     - 1936     GOOD             DOD
 BJ2460
 BJ2460                          STATION DESCRIPTION
 BJ2460
 BJ2460'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2460'5.6 MI S FROM KROTZ SPRINGS.
 BJ2460'5.6 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2460'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 0.6 MILE SOUTH OF
 BJ2460'THE MOUTH OF A SMALL BAYOU FLOWING INTO BAYOU COURTABLEAU FROM THE
 BJ2460'NORTHEAST, IN THE NE1/4 SEC. 9, T. 7 S., R. 7 E., 533.6 FEET SOUTHWEST
 BJ2460'OF LEVEE STATION 2704+03.45, ON THE WEST BANK OF ATCHAFALAYA RIVER,
 BJ2460'DIRECTLY ACROSS BAYOU COURTABLEAU FROM THE MID-POINT OF AN ISLAND
 BJ2460'FORMED BY A FORK AT THE UPPER END OF LITTLE FORDOCHE BAYOU, IN A
 BJ2460'WILLOW AND COTTONWOOD THICKET, ABOUT 800 FEET NORTHEAST OF THE
 BJ2460'NORTHEAST BANK OF BAYOU COURTABLEAU FROM A POINT ABOUT 1.5 MILES NORTH
 BJ2460'OF THE CONFLUENCE OF THE BAYOU AND THE RIVER, 14 FEET NORTHWEST OF A
 BJ2460'9-INCH WILLOW TREE, 8 FEET SOUTHEAST OF A 4-INCH ASH TREE, AND 7 FEET
 BJ2460'SOUTHWEST OF A 9-INCH WILLOW TREE.  AN IRON PIPE PROJECTING ABOUT 1
 BJ2460'FOOT ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2460'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3230 ***********************************************************************
 CQ3230  DESIGNATION -  PARISH FARM WATER TANK
 CQ3230  PID         -  CQ3230
 CQ3230  STATE/COUNTY-  LA/CADDO
 CQ3230  USGS QUAD   -  GREENWOOD (1982)
 CQ3230
 CQ3230                         *CURRENT SURVEY CONTROL
 CQ3230  ___________________________________________________________________
 CQ3230* NAD 83(1992)-  32 26 30.06946(N)    093 54 25.73880(W)     ADJUSTED  
 CQ3230* NAVD 88     -                                                        
 CQ3230  ___________________________________________________________________
 CQ3230  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CQ3230  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3230
 CQ3230  HORZ ORDER  -  THIRD
 CQ3230
 CQ3230.The horizontal coordinates were established by classical geodetic methods
 CQ3230.and adjusted by the National Geodetic Survey in February 1996..
 CQ3230
 CQ3230
 CQ3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3230
 CQ3230.The geoid height was determined by GEOID03.
 CQ3230
 CQ3230;                    North         East     Units Scale Factor Converg.
 CQ3230;SPC LA N     -   216,146.951   867,684.851   MT  0.99995643   -0 44 38.3
 CQ3230;SPC LA N     -   709,142.12  2,846,729.38   sFT  0.99995643   -0 44 38.3
 CQ3230;SPC TXNC     - 2,095,381.702 1,031,731.217   MT  0.99992888   +2 30 17.7
 CQ3230;SPC TXNC     - 6,874,598.13  3,384,938.17   sFT  0.99992888   +2 30 17.7
 CQ3230;UTM  15      - 3,589,757.106   414,726.643   MT  0.99968967   -0 29 12.0
 CQ3230
 CQ3230                          SUPERSEDED SURVEY CONTROL
 CQ3230
 CQ3230  NAD 83(1992)-  32 26 30.07105(N)    093 54 25.73719(W) AD(       ) 4
 CQ3230  NAD 83(1986)-  32 26 30.08020(N)    093 54 25.72820(W) AD(       ) 4
 CQ3230  NAD 27      -  32 26 29.52300(N)    093 54 25.07500(W) AD(       ) 3
 CQ3230
 CQ3230.Superseded values are not recommended for survey control.
 CQ3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3230.See file dsdata.txt to determine how the superseded data were derived.
 CQ3230
 CQ3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR1472789757(NAD 83)
 CQ3230_MARKER: 51 = TANK
 CQ3230
 CQ3230  HISTORY     - Date     Condition        Report By
 CQ3230  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ3230
 CQ3230                          STATION DESCRIPTION
 CQ3230
 CQ3230'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2961 ***********************************************************************
 BX2961  DESIGNATION -  PARK
 BX2961  PID         -  BX2961
 BX2961  STATE/COUNTY-  LA/SABINE
 BX2961  USGS QUAD   -  NEGREET SW (1985)
 BX2961
 BX2961                         *CURRENT SURVEY CONTROL
 BX2961  ___________________________________________________________________
 BX2961* NAD 83(1992)-  31 21 39.63696(N)    093 38 32.62877(W)     ADJUSTED  
 BX2961* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 BX2961  ___________________________________________________________________
 BX2961  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 BX2961  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BX2961
 BX2961  HORZ ORDER  -  SECOND
 BX2961
 BX2961.The horizontal coordinates were established by classical geodetic methods
 BX2961.and adjusted by the National Geodetic Survey in February 1996..
 BX2961
 BX2961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2961
 BX2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2961
 BX2961.The geoid height was determined by GEOID03.
 BX2961
 BX2961;                    North         East     Units Scale Factor Converg.
 BX2961;SPC LA N     -    96,038.380   891,315.600   MT  0.99996162   -0 36 14.3
 BX2961;SPC LA N     -   315,085.92  2,924,257.93   sFT  0.99996162   -0 36 14.3
 BX2961;SPC TX C     - 3,206,965.496 1,336,146.425   MT  0.99990137   +3 26 46.4
 BX2961;SPC TX C     -10,521,519.30  4,383,673.73   sFT  0.99990137   +3 26 46.4
 BX2961;UTM  15      - 3,469,790.312   438,904.561   MT  0.99964604   -0 20 03.6
 BX2961
 BX2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2961!SPC LA N     -   0.99999594  x   0.99996162  =   0.99995756
 BX2961!SPC TX C     -   0.99999594  x   0.99990137  =   0.99989731
 BX2961!UTM  15      -   0.99999594  x   0.99964604  =   0.99964198
 BX2961
 BX2961:                Primary Azimuth Mark                     Grid Az
 BX2961:SPC LA N     -  PARK 2 RM 4                              049 57 28.2
 BX2961:SPC TX C     -  PARK 2 RM 4                              045 54 27.5
 BX2961:UTM  15      -  PARK 2 RM 4                              049 41 17.5
 BX2961
 BX2961|---------------------------------------------------------------------|
 BX2961| PID    Reference Object                     Distance      Geod. Az  |
 BX2961|                                                           dddmmss.s |
 BX2961| BX2959 PARK 2 RM 4                         APPROX. 0.6 KM 0492113.9 |
 BX2961| BX2960 PARK AZ MK=PARK 2                   APPROX. 0.5 KM 0493418.7 |
 BX2961| CV8976 PARK RM 1                            28.240 METERS 08918     |
 BX2961| CV8977 PARK RM 2                            29.449 METERS 14329     |
 BX2961| BX2962 PARK A PT                            14.387 METERS 19833     |
 BX2961|---------------------------------------------------------------------|
 BX2961
 BX2961                          SUPERSEDED SURVEY CONTROL
 BX2961
 BX2961  NAD 83(1992)-  31 21 39.64073(N)    093 38 32.62393(W) AD(       ) 2
 BX2961  NAD 83(1986)-  31 21 39.64439(N)    093 38 32.62406(W) AD(       ) 2
 BX2961  NAD 27      -  31 21 38.98719(N)    093 38 31.98214(W) AD(       ) 2
 BX2961  NGVD 29 (07/19/86)   53.2    (m)          175.     (f) VERT ANG       
 BX2961
 BX2961.Superseded values are not recommended for survey control.
 BX2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2961.See file dsdata.txt to determine how the superseded data were derived.
 BX2961
 BX2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3890569790(NAD 83)
 BX2961_MARKER: DD = SURVEY DISK
 BX2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2961_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2961
 BX2961  HISTORY     - Date     Condition        Report By
 BX2961  HISTORY     - 1972     MONUMENTED       LADH
 BX2961  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BX2961
 BX2961                          STATION DESCRIPTION
 BX2961
 BX2961'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BX2961'THE STATION IS LOCATED 12 MILES SOUTHWEST OF FLORIEN, 8 MILES
 BX2961'SOUTH-SOUTHWEST OF NEGREET AND 8 MILES NORTHWEST OF TORO, IN THE
 BX2961'NORTHWEST 1/4 OF SECTION 6, T4N, R12W, AND ON THE PROPERTY OWNED BY
 BX2961'THE STATE OF LOUISIANA.
 BX2961'TO REACH THE STATION FROM MANY, FROM THE JUNCTION OF U. S. HIGHWAY
 BX2961'171 AND STATE HIGHWAY 6 JUST WEST OF THE POST OFFICE, GO SOUTHWEST
 BX2961'ON STATE HIGHWAY 6 FOR 5.5 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 BX2961'476, TURN LEFT ON STATE HIGHWAY 476 AND GO SOUTH FOR 8.2 MILES TO A
 BX2961'GRAVEL ROAD ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 476 FOR 2.8
 BX2961'MILES TO ITS JUNCTION WITH STATE HIGHWAY 3129, TURN RIGHT ON STATE
 BX2961'HIGHWAY 476 AND GO 3.6 MILES TO TOLEDO LAKE AND THE STATION ON THE
 BX2961'RIGHT.
 BX2961'
 BX2961'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON STATE
 BX2961'HIGHWAY 476 FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND
 BX2961'SOUTHEAST OF THE HIGHWAY NEAR A HIGHWAY RIGHT-OF-WAY MARKER.
 BX2961'
 BX2961'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2961'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2961'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2961'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2961'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2961'STAMPED PARK 1972.  THE MARK IS 42 FEET SOUTHWEST OF THE CENTER OF
 BX2961'STATE HIGHWAY 476, 32 FEET SOUTH-SOUTHWEST OF A 10 INCH PINE
 BX2961'TREE, 25 FEET NORTHEAST OF THE EDGE OF THE TOLEDO BEND LAKE, 16
 BX2961'FEET NORTHEAST OF A 16 INCH OAK TREE, AND 2 FEET EAST OF A METAL
 BX2961'WITNESS POST AND SIGN.
 BX2961'
 BX2961'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2961'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2961'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2961'STAMPED PARK R. M. 1 1972.  IT IS 43 FEET SOUTHEAST OF THE CENTER
 BX2961'OF STATE HIGHWAY 476, 10 FEET SOUTHWEST OF A 16 INCH PINE TREE, AND
 BX2961'8 FEET NORTHWEST OF A 12 INCH PINE TREE.
 BX2961'
 BX2961'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2961'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2961'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2961'STAMPED PARK R. M. 2 1972.  IT IS 43 FEET EAST OF THE CENTER OF
 BX2961'STATE HIGHWAY 476, 40 FEET NORTH OF A POWER POLE, AND 6 FEET
 BX2961'SOUTHEAST OF A 12 INCH PINE TREE.
 BX2961'
 BX2961'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2961'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2961'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2961'STAMPED PARK AZ. MK. 1972.  IT IS 80 FEET NORTHEAST OF A HIGHWAY
 BX2961'RIGHT-OF-WAY MARKER, 37 FEET SOUTHEAST OF THE CENTER OF STATE
 BX2961'HIGHWAY 476, 6 FEET WEST-NORTHWEST OF A 12 INCH GUM TREE, AND 3 FEET
 BX2961'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BX2961'
 BX2961'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX2961
 BX2961                          STATION RECOVERY (1974)
 BX2961
 BX2961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 BX2961'THE STATION WAS VISITED 5-9-74 AND FOUND IN POOR CONDITION, THE
 BX2961'WEST SIDE OF THE MARK WAS BURIED BY THE EROSION FROM THE WASH
 BX2961'OF THE LAKE.  THE MARK WAS MOVED AT THIS DATE TO THE AZIMUTH MARK
 BX2961'BY USING THE ORIGINAL AZIMUTH DETERMINED FOR THE MARK AND
 BX2961'MEASURING THE DISTANCE.  THERE WAS NO SUITABLE LOCATION NEAR THE
 BX2961'STATION.  REFERENCE MARK NO. 1 AND 2 WERE LEFT AS FOUND BUT
 BX2961'UNLESS SOMETHING IS DONE TO STOP THE EROSION THEY WILL ALSO BE
 BX2961'DESTROYED.  THE STATION MARK WAS LEFT AS FOUND.  REFERENCE
 BX2961'MARKS NO. 3 AND 4 WERE ESTABLISHED FOR THE NEW STATION AND A
 BX2961'NEW AZIMUTH R.M. NO. 5 WAS ESTABLISHED AT THIS DATE.
 BX2961'
 BX2961'SEE DESCRIPTION FOR PARK AZ MK (PARK 2 1974).
 BX2961'
 BX2961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 SW OF
 BX2961'FLORIEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2960 ***********************************************************************
 BX2960  DESIGNATION -  PARK AZ MK=PARK 2
 BX2960  PID         -  BX2960
 BX2960  STATE/COUNTY-  LA/SABINE
 BX2960  USGS QUAD   -  NEGREET SW (1985)
 BX2960
 BX2960                         *CURRENT SURVEY CONTROL
 BX2960  ___________________________________________________________________
 BX2960* NAD 83(1992)-  31 21 50.57315(N)    093 38 17.66795(W)     ADJUSTED  
 BX2960* NAVD 88     -        62.6    (meters)     205.     (feet)  VERTCON   
 BX2960  ___________________________________________________________________
 BX2960  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 BX2960  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BX2960
 BX2960  HORZ ORDER  -  SECOND
 BX2960
 BX2960.The horizontal coordinates were established by classical geodetic methods
 BX2960.and adjusted by the National Geodetic Survey in February 1996..
 BX2960
 BX2960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2960
 BX2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2960
 BX2960.The geoid height was determined by GEOID03.
 BX2960
 BX2960;                    North         East     Units Scale Factor Converg.
 BX2960;SPC LA N     -    96,371.010   891,714.492   MT  0.99996111   -0 36 06.4
 BX2960;SPC LA N     -   316,177.22  2,925,566.63   sFT  0.99996111   -0 36 06.4
 BX2960;UTM  15      - 3,470,124.709   439,301.758   MT  0.99964544   -0 19 55.9
 BX2960
 BX2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2960!SPC LA N     -   0.99999444  x   0.99996111  =   0.99995555
 BX2960!UTM  15      -   0.99999444  x   0.99964544  =   0.99963988
 BX2960
 BX2960|---------------------------------------------------------------------|
 BX2960| PID    Reference Object                     Distance      Geod. Az  |
 BX2960|                                                           dddmmss.s |
 BX2960| BX2958 PARK 2 RM 5                         347.382 METERS 04305     |
 BX2960| BX2959 PARK 2 RM 4                          39.714 METERS 04630     |
 BX2960| CV8975 PARK 2 RM 3                          24.734 METERS 22630     |
 BX2960| BX2961 PARK                                APPROX. 0.5 KM 2293426.5 |
 BX2960|---------------------------------------------------------------------|
 BX2960
 BX2960                          SUPERSEDED SURVEY CONTROL
 BX2960
 BX2960  NAD 83(1992)-  31 21 50.57688(N)    093 38 17.66306(W) AD(       ) 2
 BX2960  NAD 83(1986)-  31 21 50.58058(N)    093 38 17.66324(W) AD(       ) 2
 BX2960  NAD 27      -  31 21 49.92372(N)    093 38 17.02173(W) AD(       ) 2
 BX2960  NGVD 29 (07/19/86)   62.7    (m)          206.     (f) VERT ANG       
 BX2960
 BX2960.Superseded values are not recommended for survey control.
 BX2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2960.See file dsdata.txt to determine how the superseded data were derived.
 BX2960
 BX2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3930270125(NAD 83)
 BX2960_MARKER: DZ = AZIMUTH MARK DISK
 BX2960_SETTING: 0 = UNSPECIFIED SETTING
 BX2960
 BX2960  HISTORY     - Date     Condition        Report By
 BX2960  HISTORY     - 1974     MONUMENTED       NGS
 BX2960
 BX2960                          STATION DESCRIPTION
 BX2960
 BX2960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 BX2960'THE STATION IS LOCATED 12 MILES SOUTHWEST OF FLORIEN, 8.0 MILES
 BX2960'SOUTH-SOUTHWEST OF NEGREET AND 8.0 MILES NORTHWEST OF TORO, IN
 BX2960'THE NW 1/4 OF SEC. 6, T 4 N, R 12 W, ON THE PROPERTY OWNED BY
 BX2960'THE STATE OF LOUISIANA, IN THE SOUTHEAST ANGLE OF STATE HIGHWAY
 BX2960'476 AND A STREET LEADING SOUTH.  IT IS 49 FEET NORTHEAST OF THE
 BX2960'CENTER OF THE STREET, 36.5 FEET SOUTHEAST OF THE CENTER OF STATE
 BX2960'HIGHWAY 476, 80 FEET NORTHEAST OF A RIGHT-OF-WAY MARKER, 6 FEET
 BX2960'NORTHWEST OF A SWEET GUM TREE, AND 3 FEET SOUTHWEST OF A METAL
 BX2960'WITNESS POST.  IT IS A U.S.C. AND G.S. DISK STAMPED PARK AZ
 BX2960'MK.  1972 FLUSH WITH THE GROUND.
 BX2960'
 BX2960'REFERENCE MARK NO. 3 IS 81.15 FEET SOUTHWEST OF THE STATION,
 BX2960'39 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 30 FEET WEST OF
 BX2960'THE CENTER OF THE STREET, 4 FEET NORTHWEST OF AN 18-INCH OAK TREE,
 BX2960'1.3 FEET WEST OF THE RIGHT-OF-WAY MARKER AND 1 FOOT EAST OF A
 BX2960'METAL WITNESS POST.  IT IS STAMPED PARK 2 NO 3 1974.
 BX2960'
 BX2960'REFERENCE MARK NO. 4 IS 130.39 FEET NORTHEAST OF THE STATION, 180
 BX2960'FEET NORTHEAST OF THE CENTER OF THE STREET, 36 FEET SOUTHEAST
 BX2960'OF THE CENTER OF THE ROAD, 18 FEET WEST OF A RIGHT-OF-WAY
 BX2960'MARKER, 19.5 FEET WNW OF A 2-FOOT PINE TREE, AND 1 FOOT NE OF A
 BX2960'METAL WITNESS POST.  IT IS REFERENCE MARK DISK STAMPED PARK 2
 BX2960'1974 NO 4.
 BX2960'
 BX2960'REFERENCE MARK NO. 5 (AZ, MK) IS 0.2 MILE NORTHEAST OF THE STATION,
 BX2960'41 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 72 FEET NORTHEAST
 BX2960'OF THE CENTER OF THE DRIVEWAY, AT THE SOUTHWEST END AND THE OUTSIDE
 BX2960'OF A CURVE IN THE HIGHWAY, 2 FEET SOUTHEAST OF A FENCE CORNER,
 BX2960'19 FEET WEST OF A POWER POLE, 7 FEET EAST-NORTHEAST OF AN
 BX2960'18-INCH PINE TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT
 BX2960'IS A REFERENCE MARK DISK STAMPED PARK 2 NO 5 1974, PROJECTING
 BX2960'2 INCHES.
 BX2960'
 BX2960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX2960'HIGHWAY 6 JUST WEST OF THE POST OFFICE IN MANY, GO SOUTHWEST ON
 BX2960'STATE HIGHWAY 6 FOR 5.5 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 BX2960'476, TURN LEFT ON ST. HIGHWAY 476 AND GO SOUTH FOR 8.2 MILES TO
 BX2960'A GRAVELED ROAD LEFT, CONTINUE SOUTH ON STATE HIGHWAY 476 FOR 2.8
 BX2960'MILES TO ITS JUNCTION WITH STATE HIGHWAY 3129, TURN RIGHT ON
 BX2960'STATE HIGHWAY 476 FOR 3.1 MILES TO REFERENCE MARK NO. 5 ON THE
 BX2960'LEFT, CONTINUE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 BX2960'
 BX2960'NEAREST TOWN--12 MILES SW FLORIEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1003 ***********************************************************************
 BW1003  DESIGNATION -  PARKS
 BW1003  PID         -  BW1003
 BW1003  STATE/COUNTY-  LA/TENSAS
 BW1003  USGS QUAD   -  LAKE BRUIN (1994)
 BW1003
 BW1003                         *CURRENT SURVEY CONTROL
 BW1003  ___________________________________________________________________
 BW1003* NAD 83(1992)-  31 56 25.52834(N)    091 16 07.48007(W)     ADJUSTED  
 BW1003* NAVD 88     -        21.45   (+/-2cm)      70.4    (feet)  VERTCON   
 BW1003  ___________________________________________________________________
 BW1003  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BW1003  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW1003
 BW1003  HORZ ORDER  -  SECOND
 BW1003  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW1003
 BW1003.The horizontal coordinates were established by classical geodetic methods
 BW1003.and adjusted by the National Geodetic Survey in May 1994..
 BW1003
 BW1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1003.The vertical order pertains to the NGVD 29 superseded value.
 BW1003
 BW1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1003
 BW1003.The geoid height was determined by GEOID03.
 BW1003
 BW1003;                    North         East     Units Scale Factor Converg.
 BW1003;SPC LA N     -   160,368.174 1,116,407.948   MT  0.99991482   +0 39 03.5
 BW1003;SPC LA N     -   526,141.25  3,662,748.41   sFT  0.99991482   +0 39 03.5
 BW1003;UTM  15      - 3,535,140.433   663,643.033   MT  0.99993027   +0 54 58.0
 BW1003
 BW1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1003!SPC LA N     -   1.00000075  x   0.99991482  =   0.99991557
 BW1003!UTM  15      -   1.00000075  x   0.99993027  =   0.99993102
 BW1003
 BW1003|---------------------------------------------------------------------|
 BW1003| PID    Reference Object                     Distance      Geod. Az  |
 BW1003|                                                           dddmmss.s |
 BW1003| BW0550 PARKS RM 1                           17.524 METERS 07210     |
 BW1003| BW0549 PARKS AZ MK                                        0975004.9 |
 BW1003| BW1002 PARKS RM 2                           13.074 METERS 20551     |
 BW1003| BW1001 PARKS AZ MK 2                                      2732020.0 |
 BW1003|---------------------------------------------------------------------|
 BW1003
 BW1003                          SUPERSEDED SURVEY CONTROL
 BW1003
 BW1003  NAD 83(1992)-  31 56 25.53766(N)    091 16 07.47653(W) AD(       ) 2
 BW1003  NAD 83(1986)-  31 56 25.54048(N)    091 16 07.47639(W) AD(       ) 2
 BW1003  NAD 27      -  31 56 24.96961(N)    091 16 07.06922(W) AD(       ) 2
 BW1003  NGVD 29 (??/??/92)   21.463  (m)           70.42   (f) ADJ UNCH    2 1
 BW1003
 BW1003.Superseded values are not recommended for survey control.
 BW1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1003.See file dsdata.txt to determine how the superseded data were derived.
 BW1003
 BW1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6364335140(NAD 83)
 BW1003_MARKER: DS = TRIANGULATION STATION DISK
 BW1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1003_STAMPING: PARKS 1971
 BW1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1003+STABILITY: SURFACE MOTION
 BW1003
 BW1003  HISTORY     - Date     Condition        Report By
 BW1003  HISTORY     - 1971     MONUMENTED       LADTD
 BW1003  HISTORY     - 1973     GOOD             NGS
 BW1003  HISTORY     - 1973     GOOD             LADTD
 BW1003
 BW1003                          STATION DESCRIPTION
 BW1003
 BW1003'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 BW1003'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF ST. JOSEPH, 9 MILES
 BW1003'SOUTH-SOUTHWEST OF NEWELLTON AND 11 MILES NORTHEAST OF WATERPROOF,
 BW1003'IN THE NORTHWEST 1/4 OF SECTION 38, T11N, R12E, AND ON THE
 BW1003'PROPERTY OWNED BY FRANKLIN PLANTATION, ADDRESS NEWELLTON,
 BW1003'LOUISIANA, TELEPHONE 467-2111.
 BW1003'
 BW1003'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 65 AND
 BW1003'STATE HIGHWAY 128, APPROXIMATELY 3 MILES NORTHWEST OF ST. JOSEPH,
 BW1003'DRIVE EAST ON STATE HIGHWAY 128 FOR 0.7 MILE TO THE STATION WHICH
 BW1003'IS SET ON THE RIGHT AND SOUTH OF THE HIGHWAY NEAR A BARN AND PIPE
 BW1003'FENCE.
 BW1003'
 BW1003'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG STATE
 BW1003'HIGHWAY 128 FOR 0.5 MILE TO THE MARK WHICH IS SET ON THE RIGHT
 BW1003'AND SOUTH OF THE HIGHWAY NEAR A CATTLE GUARD AND CULVERT.
 BW1003'
 BW1003'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE WEST ALONG STATE
 BW1003'HIGHWAY 128 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE RIGHT AND
 BW1003'NORTH OF THE HIGHWAY NEAR A POWER POLE AND FIELD ROAD.
 BW1003'
 BW1003'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW1003'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 BW1003'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BW1003'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 BW1003'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 BW1003'SURFACE.  THEY ARE STAMPED PARKS 1971.  THE MARK IS 93 FEET
 BW1003'SOUTH OF THE CENTER OF STATE HIGHWAY 128, 65 FEET SOUTH OF THE
 BW1003'EAST END OF A CONCRETE CULVERT, 63 FEET SOUTH-SOUTHEAST OF THE
 BW1003'WEST END OF A CONCRETE CULVERT, 9 FEET SOUTHWEST OF THE
 BW1003'CENTER OF A GATE, 3 FEET WEST OF A BOARD FENCE, AND 3 FEET WEST
 BW1003'OF A METAL WITNESS POST AND SIGN.
 BW1003'
 BW1003'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW1003'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 BW1003'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BW1003'GROUND.  IT IS STAMPED PARKS R.M. 1 1971.  IT IS 74 FEET
 BW1003'SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 128, 59 FEET
 BW1003'NORTH-NORTHEAST OF A POWER POLE, 56 FEET SOUTH-SOUTHEAST OF THE
 BW1003'EAST END OF A CONCRETE CULVERT, 39 FEET EAST-SOUTHEAST OF A
 BW1003'BOARD FENCE (NORTH-SOUTH), 36 FEET SOUTH-SOUTHWEST OF A BOARD
 BW1003'FENCE (EAST-WEST), 2 FEET WEST-NORTHWEST OF A PIPE FENCE
 BW1003'(NORTH-SOUTH).
 BW1003'
 BW1003'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW1003'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 BW1003'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BW1003'GROUND.  IT IS STAMPED PARKS R.M. 2 1971.  IT IS 74 FEET NORTHEAST
 BW1003'OF THE CENTER OF A BARN DOOR, 68 FEET WEST OF A POWER POLE, 31
 BW1003'FEET NORTH OF THE NORTHEAST CORNER OF A BARN, AND 1 FOOT WEST OF
 BW1003'A FENCE CORNER.
 BW1003'
 BW1003'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BW1003'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 BW1003'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 BW1003'THE GROUND.  IT IS STAMPED PARKS AZ.MK. 1971.  IT IS 51 FEET
 BW1003'WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 128, 26 FEET EAST
 BW1003'OF THE CENTER OF A CATTLE GUARD, 20 FEET SOUTH-SOUTHEAST OF THE
 BW1003'SOUTH END OF A CONCRETE CULVERT, 4 FEET NORTHEAST OF A FENCE
 BW1003'CORNER AND 2 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BW1003'
 BW1003'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BW1003'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BW1003'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BW1003'IS STAMPED PARKS AZ.MK. 2 1971.  IT IS 77 FEET NORTH-NORTHEAST OF
 BW1003'A POWER POLE, 36 FEET NORTH OF THE CENTER OF STATE HIGHWAY 128,
 BW1003'35 FEET EAST OF A TELEPHONE CABLE JUNCTION BOX, 35 FEET WEST OF
 BW1003'THE CENTER OF A FIELD ROAD, 25 FEET WEST-NORTHWEST OF THE WEST
 BW1003'END OF A CONCRETE CULVERT, AND 1 FOOT WEST OF A METAL WITNESS
 BW1003'POST AND SIGN.
 BW1003'
 BW1003'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BW1003
 BW1003                          STATION RECOVERY (1973)
 BW1003
 BW1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PHA)
 BW1003'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK AND
 BW1003'AZIMUTH MARK 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BW1003'
 BW1003'TO REACH THE STATION FROM DAVIDSON HIGH SCHOOL IN ST. JOSEPH, DRIVE
 BW1003'NORTHWEST ALONG LOUISIANA HIGHWAY 128 ABOUT 2.30 MILES.  THE STATION
 BW1003'IS SET ON THE LEFT AND SOUTH OF THE HIGHWAY NEAR A BARN.
 BW1003'
 BW1003'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHEAST ALONG
 BW1003'LOUISIANA HIGHWAY 128 FOR 0.50 MILE TO THE MARK WHICH IS SET ON THE
 BW1003'RIGHT AND SOUTH OF THE HIGHWAY NEAR A CATTLE GUARD AND CULVERT.
 BW1003'
 BW1003'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE WEST ALONG LOUISIANA
 BW1003'HIGHWAY 128 FOR 0.40 MILE TO THE MARK WHICH IS SET ON THE RIGHT AND
 BW1003'NORTH OF THE HIGHWAY NEAR A TELEPHONE CABLE JUNCTION BOX AND GRAVEL
 BW1003'RAMP.
 BW1003'
 BW1003'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAY AND
 BW1003'U.S. COAST AND GEODETIC SURVEY DISK STAMPED PARKS 1971.  IT IS SET
 BW1003'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET FLUSH
 BW1003'WITH THE GROUND.  IT IS 93.0 FEET SOUTH OF THE CENTERLINE OF
 BW1003'LOUISIANA HIGHWAY 128, 71.7 FEET NORTHEAST OF THE NORTHEAST
 BW1003'CORNER OF A BARN BELONGING TO W. E. PARKS, 64.8 FEET NORTHWEST OF
 BW1003'A POWER POLE, 4.0 FEET WEST OF A MESH WIRE FENCE, AND 2.7
 BW1003'FEET WEST OF A METAL WITNESS POST AND SIGN.
 BW1003'
 BW1003'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BW1003'U.S. COAST AND GEODETIC SURVEY DISK STAMPED PARKS. R.M.1. 1971.
 BW1003'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET
 BW1003'FLUSH WITH THE GROUND.  IT IS 74.7 FEET SOUTH OF THE CENTERLINE OF
 BW1003'LOUISIANA HIGHWAY 128, 2.8 FEET WEST OF A MESH WIRE FENCE, 42.7
 BW1003'FEET SOUTHEAST OF A FENCE CORNER, 59.5 FEET NORTHEAST OF POWER
 BW1003'POLE, AND 55.5 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BW1003'
 BW1003'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BW1003'U.S. COAST AND GEODETIC SURVEY DISK STAMPED PARKS. R.M.2. 1971.
 BW1003'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET
 BW1003'FLUSH WITH THE GROUND.  IT IS 132.0 FEET SOUTH OF THE CENTERLINE
 BW1003'OF LOUISIANA HIGHWAY 128, 67.5 FEET SOUTHWEST OF A POWER POLE,
 BW1003'31.3 FEET NORTH OF THE NORTHEAST CORNER OF A BARN BELONGING TO
 BW1003'W. E.  PARKS, AND 43.0 FEET SOUTH OF A METAL WITNESS POST AND
 BW1003'SIGN.
 BW1003'
 BW1003'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BW1003'U.S. COAST AND GEODETIC SURVEY DISK STAMPED PARKS. AZ. MK. 1971.
 BW1003'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET
 BW1003'FLUSH WITH THE GROUND.  IT IS 50.6 FEET SOUTHWEST OF THE
 BW1003'CENTERLINE OF LOUISIANA HIGHWAY 128, 19.8 FEET EAST OF THE NORTHEAST
 BW1003'CORNER OF A PIPE CATTLE GUARD, 99.7 FEET WEST OF A POWER POLE,
 BW1003'4.2 FEET NORTH OF A FENCE CORNER, AND 2.0 FEET EAST OF A METAL
 BW1003'WITNESS POST AND SIGN.
 BW1003'
 BW1003'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BW1003'U.S. COAST AND GEODETIC SURVEY DISK STAMPED PARKS. AZ. MK. 2.
 BW1003'1971.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW1003'MONUMENT SET FLUSH WITH THE GROUND.  IT IS 35.8 FEET NORTH OF THE
 BW1003'CENTERLINE OF LOUISIANA HIGHWAY 128, 36.7 FEET NORTHWEST OF THE
 BW1003'CENTERLINE OF A GRAVEL RAMP, 35.1 FEET EAST OF A TELEPHONE CABLE
 BW1003'JUNCTION BOX, AND 1.4 FEET WEST OF A METAL WITNESS POST AND
 BW1003'SIGN.
 BW1003
 BW1003                          STATION RECOVERY (1973)
 BW1003
 BW1003'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BW1003'2.30 MI NW FROM ST JOSEPH.
 BW1003'ABOUT 2.30 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1003'HIGH SCHOOL IN ST. JOSEPH.  IT IS 93.0 FEET SOUTH OF THE CENTERLINE OF
 BW1003'LOUISIANA HIGHWAY 128, 71.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BW1003'A BARN BELONGING TO W.E. PARKS, 64.8 FEET NORTHWEST OF A POWERPOLE,
 BW1003'4.0 FEET WEST OF A MESH WIRE FENCE.  SET IN TOP OF A CONCRETE POST SET
 BW1003'FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 2.7 FEET EAST OF
 BW1003'THE MARK.  SECTION 38, T 11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0549 ***********************************************************************
 BW0549  DESIGNATION -  PARKS AZ MK
 BW0549  PID         -  BW0549
 BW0549  STATE/COUNTY-  LA/TENSAS
 BW0549  USGS QUAD   -  LAKE BRUIN (1994)
 BW0549
 BW0549                         *CURRENT SURVEY CONTROL
 BW0549  ___________________________________________________________________
 BW0549* NAD 83(1986)-  31 56 19.     (N)    091 15 18.     (W)     SCALED    
 BW0549* NAVD 88     -        20.66   (+/-2cm)      67.8    (feet)  VERTCON   
 BW0549  ___________________________________________________________________
 BW0549  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0549
 BW0549  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0549
 BW0549.The horizontal coordinates were scaled from a topographic map and have
 BW0549.an estimated accuracy of +/- 6 seconds.
 BW0549
 BW0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0549.The vertical order pertains to the NGVD 29 superseded value.
 BW0549
 BW0549.The geoid height was determined by GEOID03.
 BW0549
 BW0549;                    North         East    Units  Estimated Accuracy
 BW0549;SPC LA N     -   160,180.    1,117,710.      MT  (+/- 180 meters Scaled)
 BW0549
 BW0549                          SUPERSEDED SURVEY CONTROL
 BW0549
 BW0549  NGVD 29 (??/??/92)   20.673  (m)           67.82   (f) ADJ UNCH    2 1
 BW0549
 BW0549.Superseded values are not recommended for survey control.
 BW0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0549.See file dsdata.txt to determine how the superseded data were derived.
 BW0549
 BW0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR649349(NAD 83)
 BW0549_MARKER: DZ = AZIMUTH MARK DISK
 BW0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0549_STAMPING: PARKS AZ MK 1971
 BW0549_MARK LOGO: NGS   
 BW0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0549+STABILITY: SURFACE MOTION
 BW0549
 BW0549  HISTORY     - Date     Condition        Report By
 BW0549  HISTORY     - 1971     MONUMENTED       CGS
 BW0549  HISTORY     - 1975     GOOD             LADTD
 BW0549
 BW0549                          STATION DESCRIPTION
 BW0549
 BW0549'DESCRIBED BY LA TRANSP AND DEV 1975
 BW0549'1.80 MI NW FROM ST JOSEPH.
 BW0549'ABOUT 1.80 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0549'DAVIDSON HIGH SCHOOL IN ST. JOSEPH.  IT IS 50.6 FEET SOUTHWEST OF THE
 BW0549'CENTERLINE OF LOUISIANA HIGHWAY 128, 19.8 FEET EAST OF THE NORTHEAST
 BW0549'CORNER OF A PIPE CATTLE GUARD, 99.7 FEET WEST OF A POWER POLE, 4.2
 BW0549'FEET NORTH OF A FENCE CORNER.  SET IN TOP OF A CONCRETE POST SET FLUSH
 BW0549'WITH THE GROUND.  A STEEL WITENSS POST IN SET 2.0 FEET WEST OF THE
 BW0549'MARK.  SEC 38, T 11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1001 ***********************************************************************
 BW1001  DESIGNATION -  PARKS AZ MK 2
 BW1001  PID         -  BW1001
 BW1001  STATE/COUNTY-  LA/TENSAS
 BW1001  USGS QUAD   -  LAKE BRUIN (1994)
 BW1001
 BW1001                         *CURRENT SURVEY CONTROL
 BW1001  ___________________________________________________________________
 BW1001* NAD 83(1986)-  31 56 43.     (N)    091 16 24.     (W)     SCALED    
 BW1001* NAVD 88     -        21.67   (+/-2cm)      71.1    (feet)  VERTCON   
 BW1001  ___________________________________________________________________
 BW1001  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW1001
 BW1001  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW1001
 BW1001.The horizontal coordinates were scaled from a topographic map and have
 BW1001.an estimated accuracy of +/- 6 seconds.
 BW1001
 BW1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1001.The vertical order pertains to the NGVD 29 superseded value.
 BW1001
 BW1001.The geoid height was determined by GEOID03.
 BW1001
 BW1001;                    North         East    Units  Estimated Accuracy
 BW1001;SPC LA N     -   160,900.    1,115,970.      MT  (+/- 180 meters Scaled)
 BW1001
 BW1001                          SUPERSEDED SURVEY CONTROL
 BW1001
 BW1001  NGVD 29 (??/??/92)   21.687  (m)           71.15   (f) ADJ UNCH    2 1
 BW1001
 BW1001.Superseded values are not recommended for survey control.
 BW1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1001.See file dsdata.txt to determine how the superseded data were derived.
 BW1001
 BW1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR632356(NAD 83)
 BW1001_MARKER: DZ = AZIMUTH MARK DISK
 BW1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1001_STAMPING: PARKS. AZ. MK. 2. 1971
 BW1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1001+STABILITY: SURFACE MOTION
 BW1001
 BW1001  HISTORY     - Date     Condition        Report By
 BW1001  HISTORY     - 1971     MONUMENTED       LADH
 BW1001  HISTORY     - 1973     GOOD             LADTD
 BW1001
 BW1001                          STATION DESCRIPTION
 BW1001
 BW1001'DESCRIBED BY LA TRANSP AND DEV 1973
 BW1001'2.70 MI NW FROM ST JOSEPH.
 BW1001'ABOUT 2.70 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1001'HIGH SCHOOL IN ST. JOSEPH.  IT IS 35.8 FEET NORTH OF THE CENTERLINE OF
 BW1001'LOUISIANA HIGHWAY 128, 36.7 FEET NORTHWEST OF THE CENTERLINE OF A
 BW1001'GRAVEL RAMP, 35.1 FEET EAST OF A TELEPHONE CABLE JUNCTION BOX.  SET IN
 BW1001'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS
 BW1001'POST IS SET 1.4 FEET EAST OF THE MARK.  SECTION 32, T 11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0550 ***********************************************************************
 BW0550  DESIGNATION -  PARKS RM 1
 BW0550  PID         -  BW0550
 BW0550  STATE/COUNTY-  LA/TENSAS
 BW0550  USGS QUAD   -  LAKE BRUIN (1994)
 BW0550
 BW0550                         *CURRENT SURVEY CONTROL
 BW0550  ___________________________________________________________________
 BW0550* NAD 83(1992)-  31 56 25.     (N)    091 16 06.     (W)     SCALED    
 BW0550* NAVD 88     -        21.44   (+/-2cm)      70.3    (feet)  VERTCON   
 BW0550  ___________________________________________________________________
 BW0550  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0550
 BW0550  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW0550
 BW0550.The horizontal coordinates were scaled from a topographic map and have
 BW0550.an estimated accuracy of +/- 6 seconds.
 BW0550
 BW0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0550.The vertical order pertains to the NGVD 29 superseded value.
 BW0550
 BW0550.The geoid height was determined by GEOID03.
 BW0550
 BW0550;                    North         East    Units  Estimated Accuracy
 BW0550;SPC LA N     -   160,350.    1,116,450.      MT  (+/- 180 meters Scaled)
 BW0550
 BW0550                          SUPERSEDED SURVEY CONTROL
 BW0550
 BW0550  NGVD 29 (??/??/92)   21.456  (m)           70.39   (f) ADJ UNCH    2 1
 BW0550
 BW0550.Superseded values are not recommended for survey control.
 BW0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0550.See file dsdata.txt to determine how the superseded data were derived.
 BW0550
 BW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR636351(NAD 83)
 BW0550_MARKER: DR = REFERENCE MARK DISK
 BW0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0550_STAMPING: PARKS. R.M.1. 1971
 BW0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0550+STABILITY: SURFACE MOTION
 BW0550
 BW0550  HISTORY     - Date     Condition        Report By
 BW0550  HISTORY     - 1971     MONUMENTED       CGS
 BW0550  HISTORY     - 1975     GOOD             LADTD
 BW0550
 BW0550                          STATION DESCRIPTION
 BW0550
 BW0550'DESCRIBED BY LA TRANSP AND DEV 1975
 BW0550'2.30 MI NW FROM ST JOSEPH.
 BW0550'ABOUT 2.30 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM THE
 BW0550'DAVIDSON HIGH SCHOOL IN ST. JOSEPH.  IT IS 74.7 FEET SOUTH OF THE
 BW0550'CENTERLINE OF LOUISIANA HIGHWAY 128, 2.8 FEET WEST OF A COMBINATION
 BW0550'PIPE AND STEEL CABLE FENCE, 42.7 FEET SOUTHEAST OF A PLANK FENCE
 BW0550'CORNER, 59.5 FEET NORTHEAST OF A POWER POLE.  SET IN TOP OF A CONCRETE
 BW0550'POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 55.5 FEET
 BW0550'SOUTHWEST OF THE MARK.  SEC 38, T 11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1002 ***********************************************************************
 BW1002  DESIGNATION -  PARKS RM 2
 BW1002  PID         -  BW1002
 BW1002  STATE/COUNTY-  LA/TENSAS
 BW1002  USGS QUAD   -  LAKE BRUIN (1994)
 BW1002
 BW1002                         *CURRENT SURVEY CONTROL
 BW1002  ___________________________________________________________________
 BW1002* NAD 83(1986)-  31 56 19.     (N)    091 16 12.     (W)     SCALED    
 BW1002* NAVD 88     -        21.43   (+/-2cm)      70.3    (feet)  VERTCON   
 BW1002  ___________________________________________________________________
 BW1002  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW1002
 BW1002  VERT ORDER  -  SECOND    CLASS I (See Below)
 BW1002
 BW1002.The horizontal coordinates were scaled from a topographic map and have
 BW1002.an estimated accuracy of +/- 6 seconds.
 BW1002
 BW1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1002.The vertical order pertains to the NGVD 29 superseded value.
 BW1002
 BW1002.The geoid height was determined by GEOID03.
 BW1002
 BW1002;                    North         East    Units  Estimated Accuracy
 BW1002;SPC LA N     -   160,170.    1,116,290.      MT  (+/- 180 meters Scaled)
 BW1002
 BW1002                          SUPERSEDED SURVEY CONTROL
 BW1002
 BW1002  NGVD 29 (??/??/92)   21.440  (m)           70.34   (f) ADJ UNCH    2 1
 BW1002
 BW1002.Superseded values are not recommended for survey control.
 BW1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1002.See file dsdata.txt to determine how the superseded data were derived.
 BW1002
 BW1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR635349(NAD 83)
 BW1002_MARKER: DR = REFERENCE MARK DISK
 BW1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1002_STAMPING: PARKS. R.M.2. 1971
 BW1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1002+STABILITY: SURFACE MOTION
 BW1002
 BW1002  HISTORY     - Date     Condition        Report By
 BW1002  HISTORY     - 1971     MONUMENTED       LADH
 BW1002  HISTORY     - 1973     GOOD             LADTD
 BW1002
 BW1002                          STATION DESCRIPTION
 BW1002
 BW1002'DESCRIBED BY LA TRANSP AND DEV 1973
 BW1002'2.30 MI NW FROM ST JOSEPH.
 BW1002'ABOUT 2.30 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 BW1002'HIGH SCHOOL IN ST. JOSEPH.  IT IS 132.0 FEET SOUTH OF THE CENTERLINE
 BW1002'OF LOUISIANA HIGHWAY 128, 67.5 FEET SOUTHWEST OF A POWERPOLE, 31.3
 BW1002'FEET NORTH OF THE NORTHEAST CORNER OF A BARN BELONGING TO W.E. PARKS.
 BW1002'SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  A STEEL
 BW1002'WITNESS POST IS SET 43.0 FEET NORTH OF THE MARK.  SECTION 38, T 11N, R
 BW1002'12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2961 ***********************************************************************
 AU2961  DESIGNATION -  PASS
 AU2961  PID         -  AU2961
 AU2961  STATE/COUNTY-  LA/LAFOURCHE
 AU2961  USGS QUAD   -  BELLE PASS (1994)
 AU2961
 AU2961                         *CURRENT SURVEY CONTROL
 AU2961  ___________________________________________________________________
 AU2961* NAD 83(1992)-  29 05 40.49098(N)    090 10 54.45146(W)     ADJUSTED  
 AU2961* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2961  **This station is located in a subsidence area (see below).
 AU2961  ___________________________________________________________________
 AU2961  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AU2961  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AU2961
 AU2961  HORZ ORDER  -  SECOND
 AU2961
 AU2961.The horizontal coordinates were established by classical geodetic methods
 AU2961.and adjusted by the National Geodetic Survey in January 1993..
 AU2961
 AU2961 ** The orthometric height has not been validated since last determined
 AU2961 ** by differential leveling and should not be used for control purposes.
 AU2961 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2961 ** area with valid NAVD 88 orthometric heights.
 AU2961 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2961 ** epoch indicated which incorporates improved geoid heights for the
 AU2961 ** Southern Louisiana Subsidence area.
 AU2961 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2961.The orthometric height was scaled from a topographic map.
 AU2961
 AU2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2961
 AU2961.The geoid height was determined by GEOID03.
 AU2961
 AU2961;                    North         East     Units Scale Factor Converg.
 AU2961;SPC LA S     -    66,471.948 1,112,106.326   MT  1.00004983   +0 34 32.8
 AU2961;SPC LA S     -   218,083.38  3,648,635.50   sFT  1.00004983   +0 34 32.8
 AU2961;UTM  15      - 3,221,746.406   774,301.729   MT  1.00052858   +1 22 16.4
 AU2961
 AU2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2961!SPC LA S     -   1.00000374  x   1.00004983  =   1.00005357
 AU2961!UTM  15      -   1.00000374  x   1.00052858  =   1.00053232
 AU2961
 AU2961|---------------------------------------------------------------------|
 AU2961| PID    Reference Object                     Distance      Geod. Az  |
 AU2961|                                                           dddmmss.s |
 AU2961| DD7522 PASS RM 1                            16.860 METERS 18050     |
 AU2961| AU2955 BELLE                               APPROX. 6.1 KM 2585200.0 |
 AU2961| DD7523 PASS RM 2                            18.280 METERS 34240     |
 AU2961|---------------------------------------------------------------------|
 AU2961
 AU2961                          SUPERSEDED SURVEY CONTROL
 AU2961
 AU2961  NAD 83(1986)-  29 05 40.50640(N)    090 10 54.46397(W) AD(       ) 2
 AU2961  NAD 27      -  29 05 39.68300(N)    090 10 54.18500(W) AD(       ) 2
 AU2961
 AU2961.Superseded values are not recommended for survey control.
 AU2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2961.See file dsdata.txt to determine how the superseded data were derived.
 AU2961
 AU2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7430221746(NAD 83)
 AU2961_MARKER: Z = SEE DESCRIPTION
 AU2961_SETTING: 0 = UNSPECIFIED SETTING
 AU2961
 AU2961  HISTORY     - Date     Condition        Report By
 AU2961  HISTORY     - 1928     MONUMENTED       CGS
 AU2961  HISTORY     - 1933     MARK NOT FOUND   CGS
 AU2961  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2961
 AU2961                          STATION DESCRIPTION
 AU2961
 AU2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2961'STATION IS ABOUT 11 MILES SW OF CAMINADA PASS, ON THE W SIDE
 AU2961'OF BAYOU LA FOURCHE AT THE POINT WHERE IT FLOWS INTO THE GULF.
 AU2961
 AU2961                          STATION RECOVERY (1933)
 AU2961
 AU2961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AU2961'THIS STATION WAS REPORTED LOST, HAVING BEEN DESTROYED BY A STORM.
 AU2961
 AU2961                          STATION RECOVERY (1952)
 AU2961
 AU2961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2961'STATION WAS PREVIOUSLY REPORTED LOST.  THE SHORELINE HAS
 AU2961'RECEDED CONSIDERABLY IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2583 ***********************************************************************
 AU2583  DESIGNATION -  PASS 1933
 AU2583  PID         -  AU2583
 AU2583  STATE/COUNTY-  LA/IBERIA
 AU2583  USGS QUAD   -  BAYOU LUCIEN (1978)
 AU2583
 AU2583                         *CURRENT SURVEY CONTROL
 AU2583  ___________________________________________________________________
 AU2583* NAD 83(1992)-  29 36 53.38411(N)    091 58 57.09540(W)     ADJUSTED  
 AU2583* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2583  ___________________________________________________________________
 AU2583  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2583  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AU2583
 AU2583  HORZ ORDER  -  THIRD
 AU2583
 AU2583.The horizontal coordinates were established by classical geodetic methods
 AU2583.and adjusted by the National Geodetic Survey in January 1993..
 AU2583
 AU2583.The orthometric height was scaled from a topographic map.
 AU2583
 AU2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2583
 AU2583.The geoid height was determined by GEOID03.
 AU2583
 AU2583;                    North         East     Units Scale Factor Converg.
 AU2583;SPC LA S     -   123,751.461   937,124.880   MT  0.99994829   -0 19 28.6
 AU2583;SPC LA S     -   406,007.92  3,074,550.54   sFT  0.99994829   -0 19 28.6
 AU2583;UTM  15      - 3,276,538.801   598,512.375   MT  0.99971974   +0 30 10.2
 AU2583
 AU2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2583!SPC LA S     -   1.00000403  x   0.99994829  =   0.99995232
 AU2583!UTM  15      -   1.00000403  x   0.99971974  =   0.99972377
 AU2583
 AU2583                          SUPERSEDED SURVEY CONTROL
 AU2583
 AU2583  NAD 83(1986)-  29 36 53.40688(N)    091 58 57.08639(W) AD(       ) 3
 AU2583  NAD 27      -  29 36 52.63700(N)    091 58 56.64400(W) AD(       ) 3
 AU2583
 AU2583.Superseded values are not recommended for survey control.
 AU2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2583.See file dsdata.txt to determine how the superseded data were derived.
 AU2583
 AU2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9851276539(NAD 83)
 AU2583_MARKER: Z = SEE DESCRIPTION
 AU2583_SETTING: 0 = UNSPECIFIED SETTING
 AU2583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2583
 AU2583  HISTORY     - Date     Condition        Report By
 AU2583  HISTORY     - 1933     MONUMENTED       CGS
 AU2583  HISTORY     - 1945     GOOD             ATRECO
 AU2583  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AU2583  HISTORY     - 1955     GOOD             CGS
 AU2583  HISTORY     - 1967     GOOD             ATRECO
 AU2583
 AU2583                          STATION DESCRIPTION
 AU2583
 AU2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2583'STATION IS LOCATED IN SOFT MARSH ON THE NORTHWESTERN POINT
 AU2583'OF MARSH ISLAND, ABOUT 5.3 MILES WSW OF THE NORTHERN MOST POINT
 AU2583'ON THE ISLAND, ON THE E SIDE OF THE ENTRANCE INTO THE SOUTHWEST
 AU2583'PASS FROM VERMILION BAY, 90 METERS (300 FEET) FROM THE SHORE
 AU2583'LINE TO THE N OF THE STATION AND 135 METERS (440 FEET) FROM
 AU2583'THE SHORE LINE TO THE NW.
 AU2583'
 AU2583'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND.  IN THE
 AU2583'ORIGINAL DESCRIPTION THIS MARK WAS GIVEN AS BEING E OF THE
 AU2583'STATION IN THE MARSH, AND CAST AROUND A 2- BY 4-INCH CYPRESS
 AU2583'STAKE.
 AU2583'
 AU2583'REFERENCE MARK NO. 2 IN THE MARSH AND CAST AROUND A 2- BY 4-INCH
 AU2583'CYPRESS STAKE, IS 22.630 METERS (74.25 FEET) FROM THE STATION
 AU2583'S 88 DEG 30 MIN E.
 AU2583
 AU2583                          STATION RECOVERY (1945)
 AU2583
 AU2583'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1945 (LSW)
 AU2583'STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION
 AU2583'AS DESCRIBED.
 AU2583
 AU2583                          STATION RECOVERY (1948)
 AU2583
 AU2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2583'STATION MARK RECOVERED ONLY WITH DIFFICULTY.  NEW DESCRIPTION
 AU2583'FOLLOWS--
 AU2583'
 AU2583'STATION IS ON THE NW SIDE OF MARSH ISLAND, 312 FEET S OF THE
 AU2583'SHORELINE OF VERMILION BAY, 390 FEET E OF THE SHORELINE OF
 AU2583'BIG CHARLES BAYOU, AND 363 FEET SE OF THE POINT.
 AU2583'
 AU2583'STATION MARK WAS RESET IN 1948, ONE FOOT ABOVE THE OLD MARK,
 AU2583'IN A 10-INCH CONCRETE MONUMENT, A BRONZE DISK STAMPED PASS
 AU2583'1933, 1948.
 AU2583'
 AU2583'REFERENCE MARK 3 WAS SET 79.6 FEET E OF STATION, A BRONZE
 AU2583'DISK IN A 12-INCH SQUARE CONCRETE MONUMENT.
 AU2583'
 AU2583'REFERENCE MARK 4 WAS SET 78.7 FEET S OF STATION, A BRONZE
 AU2583'DISK IN A 12-INCH SQUARE CONCRETE MONUMENT.
 AU2583
 AU2583                          STATION RECOVERY (1955)
 AU2583
 AU2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2583'STATION AND REFERENCE MARKS NOS. 3 AND 4 RECOVERED IN GOOD
 AU2583'CONDITION.  REFERENCE MARKS NOS. 1 AND 2 COULD NOT BE FOUND.
 AU2583'1948 DESCRIPTION BY C.W.C. ADEQUATE.
 AU2583
 AU2583                          STATION RECOVERY (1967)
 AU2583
 AU2583'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1967 (RLC)
 AU2583'STATION WAS VISITED AND FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2960 ***********************************************************************
 AU2960  DESIGNATION -  PASS 2 1934
 AU2960  PID         -  AU2960
 AU2960  STATE/COUNTY-  LA/LAFOURCHE
 AU2960  USGS QUAD   -  BELLE PASS (1994)
 AU2960
 AU2960                         *CURRENT SURVEY CONTROL
 AU2960  ___________________________________________________________________
 AU2960* NAD 83(1992)-  29 05 44.60498(N)    090 10 58.62791(W)     ADJUSTED  
 AU2960* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2960  **This station is located in a subsidence area (see below).
 AU2960  ___________________________________________________________________
 AU2960  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AU2960  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AU2960
 AU2960  HORZ ORDER  -  THIRD
 AU2960
 AU2960.The horizontal coordinates were established by classical geodetic methods
 AU2960.and adjusted by the National Geodetic Survey in January 1993..
 AU2960
 AU2960 ** The orthometric height has not been validated since last determined
 AU2960 ** by differential leveling and should not be used for control purposes.
 AU2960 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2960 ** area with valid NAVD 88 orthometric heights.
 AU2960 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2960 ** epoch indicated which incorporates improved geoid heights for the
 AU2960 ** Southern Louisiana Subsidence area.
 AU2960 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2960.The orthometric height was scaled from a topographic map.
 AU2960
 AU2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2960
 AU2960.The geoid height was determined by GEOID03.
 AU2960
 AU2960;                    North         East     Units Scale Factor Converg.
 AU2960;SPC LA S     -    66,597.476 1,111,992.116   MT  1.00004951   +0 34 30.7
 AU2960;SPC LA S     -   218,495.22  3,648,260.80   sFT  1.00004951   +0 34 30.7
 AU2960;UTM  15      - 3,221,870.396   774,185.732   MT  1.00052780   +1 22 14.5
 AU2960
 AU2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2960!SPC LA S     -   1.00000374  x   1.00004951  =   1.00005325
 AU2960!UTM  15      -   1.00000374  x   1.00052780  =   1.00053154
 AU2960
 AU2960                          SUPERSEDED SURVEY CONTROL
 AU2960
 AU2960  NAD 83(1986)-  29 05 44.62043(N)    090 10 58.64042(W) AD(       ) 3
 AU2960  NAD 27      -  29 05 43.79700(N)    090 10 58.36200(W) AD(       ) 3
 AU2960
 AU2960.Superseded values are not recommended for survey control.
 AU2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2960.See file dsdata.txt to determine how the superseded data were derived.
 AU2960
 AU2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7418621870(NAD 83)
 AU2960_MARKER: DS = TRIANGULATION STATION DISK
 AU2960_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2960_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2960
 AU2960  HISTORY     - Date     Condition        Report By
 AU2960  HISTORY     - 1934     MONUMENTED       CGS
 AU2960  HISTORY     - 1936     GOOD             CGS
 AU2960  HISTORY     - 1952     GOOD             GULF
 AU2960  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2960
 AU2960                          STATION DESCRIPTION
 AU2960
 AU2960'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2960'STATION IS ON THE GULF OF MEXICO, AT PASS FOURCHON (NOW CLOSED
 AU2960'FOR ABOUT 1/2 MILE IN FROM THE GULF) ABOUT 10 MILES BELOW
 AU2960'LEESVILLE, ABOUT 2 MILES BELOW THE BRANCH IN BAYOU LA FOURCHE,
 AU2960'35 METERS (115 FEET) W OF THE W LINE OF THE OLD BAYOU LA FOURCHE,
 AU2960'105 METERS (345 FEET) FROM THE HIGH-WATER LINE OF THE GULF
 AU2960'OF MEXICO, 16 METERS (52 FEET) S OF THE EDGE OF THE SOFT
 AU2960'MEADOW AND ON SAND ABOUT 2 FEET ABOVE THE LEVEL OF THE MEADOW.
 AU2960'
 AU2960'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AU2960'CONCRETE IN THE TOP OF TILES.
 AU2960'
 AU2960'REFERENCE MARK NO. 1 IS 36.851 METERS (120.90 FEET) FROM THE
 AU2960'STATION N 77 DEG 46 MIN W.
 AU2960'
 AU2960'REFERENCE MARK NO. 2 IS 26.033 METERS (85.41 FEET) FROM THE
 AU2960'STATION N 36 DEG 35 MIN W.
 AU2960
 AU2960                          STATION RECOVERY (1936)
 AU2960
 AU2960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AU2960'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AU2960'IN GOOD CONDITION.  THEY WERE COVERED BY ABOUT 2 INCHES OF
 AU2960'SOFT SAND.
 AU2960'
 AU2960'IT WAS NOTED THAT THE HIGH-WATER LINE HAD MOVED NORTHWARD ABOUT
 AU2960'40 METERS SINCE STATION WAS ESTABLISHED.
 AU2960'
 AU2960'STATION IS LOCATED AT THE GULF OF MEXICO ON PASS FOURCHON WHICH
 AU2960'IS NOW CLOSED FOR ABOUT 1/4 MILE IN FROM THE GULF.  IT IS
 AU2960'ABOUT 2 MILES BELOW THE BRANCH OF BAYOU LA FOURCHE, AND ABOUT
 AU2960'10 MILES BELOW LEESVILLE.  IT IS LOCATED ABOUT 35 METERS W OF
 AU2960'THE OLD PASS AND ABOUT 65 METERS FROM THE HIGH-WATER LINE
 AU2960'OF THE GULF.  IT IS ABOUT 16 METERS S OF THE SOFT MEADOW, ON
 AU2960'A SAND PILE WHICH IS ABOUT 2 FEET ABOVE THE MEADOW LEVEL.
 AU2960
 AU2960                          STATION RECOVERY (1952)
 AU2960
 AU2960'RECOVERY NOTE BY GULF REFINING COMPANY 1952 (ALB)
 AU2960'LETTER OF MR. A.L. BRAWLEY, ZONE C.E., GULF REFINING CO., P.O.
 AU2960'DRAWER 37, HARVEY, LA., DATED APRIL 10, 1952--
 AU2960'
 AU2960'THE STATION HAS WASHED OUT INTO THE GULF OF MEXICO.  DURING
 AU2960'WORLD WAR II OUR ENGINEERS FOUND THE STATION VERY NEAR THE
 AU2960'BEACH LINE AND AT THAT TIME THEY SET AN IRON PIPE 1500 FT.
 AU2960'N 35 DEG 44 MIN 23.6 SEC W (TOWARD THE STATION) THEREFROM.
 AU2960'IN MAY 1949, I FOUND THE IRON PIPE JUST 900 FT. FROM THE
 AU2960'BEACH.  RECENTLY WE FOUND THAT THE BEACH HAD RECEDED TO WITHIN
 AU2960'600 FT. OF THE IRON PIPE.
 AU2960
 AU2960                          STATION RECOVERY (1952)
 AU2960
 AU2960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2960'STATION IS LOST THROUGH EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1021 ***********************************************************************
 AT1021  DESIGNATION -  PASS A LOUTRE DAYBEACON
 AT1021  PID         -  AT1021
 AT1021  STATE/COUNTY-  LA/PLAQUEMINES
 AT1021  USGS QUAD   -  PASS A LOUTRE EAST (1971)
 AT1021
 AT1021                         *CURRENT SURVEY CONTROL
 AT1021  ___________________________________________________________________
 AT1021* NAD 83(1992)-  29 11 26.52762(N)    089 02 29.14785(W)     ADJUSTED  
 AT1021* NAVD 88     -                                                        
 AT1021  ___________________________________________________________________
 AT1021  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AT1021  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AT1021
 AT1021  HORZ ORDER  -  THIRD
 AT1021
 AT1021.The horizontal coordinates were established by classical geodetic methods
 AT1021.and adjusted by the National Geodetic Survey in January 1993..
 AT1021
 AT1021
 AT1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1021
 AT1021.The geoid height was determined by GEOID03.
 AT1021
 AT1021;                    North         East     Units Scale Factor Converg.
 AT1021;SPC LA S     -    78,792.147 1,222,900.120   MT  1.00002493   +1 08 45.5
 AT1021;SPC LA S     -   258,503.90  4,012,131.48   sFT  1.00002493   +1 08 45.5
 AT1021;UTM  16      - 3,230,839.157   301,508.741   MT  1.00008619   -0 59 45.5
 AT1021
 AT1021                          SUPERSEDED SURVEY CONTROL
 AT1021
 AT1021  NAD 83(1986)-  29 11 26.52932(N)    089 02 29.15894(W) AD(       ) 4
 AT1021  NAD 27      -  29 11 25.72800(N)    089 02 28.99200(W) AD(       ) 3
 AT1021
 AT1021.Superseded values are not recommended for survey control.
 AT1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1021.See file dsdata.txt to determine how the superseded data were derived.
 AT1021
 AT1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT0150930839(NAD 83)
 AT1021_MARKER: 16 = DAYBEACON
 AT1021
 AT1021  HISTORY     - Date     Condition        Report By
 AT1021  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1021  HISTORY     - 1959     GOOD             CGS
 AT1021  HISTORY     - 1970     GOOD             NGS
 AT1021
 AT1021                          STATION DESCRIPTION
 AT1021
 AT1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1021'THE TOP CENTER OF AN ABANDONED LIGHTHOUSE TOWER.  LOCATED NEAR THE
 AT1021'NORTHEAST TIP OF
 AT1021'THE MISSISSIPPI RIVER DELTA, NEAR THE MOUTH OF AND
 AT1021'ON THE NORTH SIDE OF PASS A LOUTRE.
 AT1021'THE TOWER IS LISTED AS PASS A
 AT1021'LOUTRE DAYBEACON, A BLACK AND WHITE SPIRALLY BANED
 AT1021'TOWER 76 FEET
 AT1021'ABOVE WATER.
 AT1021'
 AT1021'THE STATION WAS NOT VISITED.
 AT1021
 AT1021                          STATION RECOVERY (1959)
 AT1021
 AT1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1021'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION WAS NOT
 AT1021'VISITED.
 AT1021
 AT1021                          STATION RECOVERY (1970)
 AT1021
 AT1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3041 ***********************************************************************
 AU3041  DESIGNATION -  PASS BARRE LIGHT
 AU3041  PID         -  AU3041
 AU3041  STATE/COUNTY-  LA/TERREBONNE
 AU3041  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3041
 AU3041                         *CURRENT SURVEY CONTROL
 AU3041  ___________________________________________________________________
 AU3041* NAD 83(1992)-  29 13 03.38097(N)    090 30 55.53504(W)     ADJUSTED  
 AU3041* NAVD 88     -                                                        
 AU3041  **This station is located in a subsidence area (see below).
 AU3041  ___________________________________________________________________
 AU3041  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AU3041  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AU3041
 AU3041  HORZ ORDER  -  THIRD
 AU3041
 AU3041.The horizontal coordinates were established by classical geodetic methods
 AU3041.and adjusted by the National Geodetic Survey in January 1993..
 AU3041
 AU3041 ** The orthometric height has not been validated since last determined
 AU3041 ** by differential leveling and should not be used for control purposes.
 AU3041 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3041 ** area with valid NAVD 88 orthometric heights.
 AU3041 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3041 ** epoch indicated which incorporates improved geoid heights for the
 AU3041 ** Southern Louisiana Subsidence area.
 AU3041 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3041
 AU3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3041
 AU3041.The geoid height was determined by GEOID03.
 AU3041
 AU3041;                    North         East     Units Scale Factor Converg.
 AU3041;SPC LA S     -    79,828.825 1,079,529.259   MT  1.00001846   +0 24 32.3
 AU3041;SPC LA S     -   261,905.07  3,541,755.58   sFT  1.00001846   +0 24 32.3
 AU3041;UTM  15      - 3,234,652.129   741,528.622   MT  1.00031990   +1 12 48.2
 AU3041
 AU3041                          SUPERSEDED SURVEY CONTROL
 AU3041
 AU3041  NAD 83(1986)-  29 13 03.39917(N)    090 30 55.54540(W) AD(       ) 4
 AU3041  NAD 27      -  29 13 02.57600(N)    090 30 55.23100(W) AD(       ) 3
 AU3041
 AU3041.Superseded values are not recommended for survey control.
 AU3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3041.See file dsdata.txt to determine how the superseded data were derived.
 AU3041
 AU3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4152934652(NAD 83)
 AU3041_MARKER: 14 = NAVIGATION LIGHT
 AU3041
 AU3041  HISTORY     - Date     Condition        Report By
 AU3041  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU3041
 AU3041                          STATION DESCRIPTION
 AU3041
 AU3041'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3041'STATION IS LOCATED ON THE S SIDE OF LAKE BARRE, IN PASS BARRE,
 AU3041'WHICH CONNECTS LAKE BARRE AND TERREBONNE BAY.
 AU3041'
 AU3041'A FLASHING WHITE LIGHT ATOP A PILE CLUSTER.  LIGHT IS 13
 AU3041'FEET ABOVE WATER.  THE LIGHT WAS POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4323 ***********************************************************************
 BJ4323  DESIGNATION -  PASS MANCHAC E CHAN LT WHITE
 BJ4323  PID         -  BJ4323
 BJ4323  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4323  USGS QUAD   -  PONCHATOULA SE (1979)
 BJ4323
 BJ4323                         *CURRENT SURVEY CONTROL
 BJ4323  ___________________________________________________________________
 BJ4323* NAD 83(1992)-  30 18 14.27999(N)    090 17 02.97597(W)     ADJUSTED  
 BJ4323* NAVD 88     -                                                        
 BJ4323  ___________________________________________________________________
 BJ4323  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ4323  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ4323
 BJ4323  HORZ ORDER  -  THIRD
 BJ4323
 BJ4323.The horizontal coordinates were established by classical geodetic methods
 BJ4323.and adjusted by the National Geodetic Survey in January 1993..
 BJ4323
 BJ4323
 BJ4323.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4323
 BJ4323.The geoid height was determined by GEOID03.
 BJ4323
 BJ4323;                    North         East     Units Scale Factor Converg.
 BJ4323;SPC LA S     -   200,422.279 1,100,913.405   MT  0.99993968   +0 31 28.6
 BJ4323;SPC LA S     -   657,552.09  3,611,913.40   sFT  0.99993968   +0 31 28.6
 BJ4323;UTM  15      - 3,355,593.011   761,182.884   MT  1.00044167   +1 22 16.2
 BJ4323
 BJ4323                          SUPERSEDED SURVEY CONTROL
 BJ4323
 BJ4323  NAD 83(1986)-  30 18 14.29418(N)    090 17 02.97512(W) AD(       ) 4
 BJ4323  NAD 27      -  30 18 13.58932(N)    090 17 02.67695(W) AD(       ) 3
 BJ4323
 BJ4323.Superseded values are not recommended for survey control.
 BJ4323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4323.See file dsdata.txt to determine how the superseded data were derived.
 BJ4323
 BJ4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6118355593(NAD 83)
 BJ4323_MARKER: 14 = NAVIGATION LIGHT
 BJ4323
 BJ4323  HISTORY     - Date     Condition        Report By
 BJ4323  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4323
 BJ4323                          STATION DESCRIPTION
 BJ4323
 BJ4323'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4325 ***********************************************************************
 BJ4325  DESIGNATION -  PASS MANCHAC LIGHTHOUSE
 BJ4325  PID         -  BJ4325
 BJ4325  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4325  USGS QUAD   -  PONCHATOULA SE (1979)
 BJ4325
 BJ4325                         *CURRENT SURVEY CONTROL
 BJ4325  ___________________________________________________________________
 BJ4325* NAD 83(1992)-  30 17 48.23571(N)    090 17 53.05480(W)     ADJUSTED  
 BJ4325* NAVD 88     -                                                        
 BJ4325  ___________________________________________________________________
 BJ4325  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4325  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BJ4325
 BJ4325  HORZ ORDER  -  THIRD
 BJ4325
 BJ4325.The horizontal coordinates were established by classical geodetic methods
 BJ4325.and adjusted by the National Geodetic Survey in January 1993..
 BJ4325
 BJ4325
 BJ4325.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4325
 BJ4325.The geoid height was determined by GEOID03.
 BJ4325
 BJ4325;                    North         East     Units Scale Factor Converg.
 BJ4325;SPC LA S     -   199,608.189 1,099,582.696   MT  0.99993903   +0 31 03.5
 BJ4325;SPC LA S     -   654,881.20  3,607,547.56   sFT  0.99993903   +0 31 03.5
 BJ4325;UTM  15      - 3,354,758.938   759,863.688   MT  1.00043319   +1 21 49.8
 BJ4325
 BJ4325                          SUPERSEDED SURVEY CONTROL
 BJ4325
 BJ4325  NAD 83(1986)-  30 17 48.25038(N)    090 17 53.05482(W) AD(       ) 4
 BJ4325  NAD 27      -  30 17 47.54410(N)    090 17 52.75797(W) AD(       ) 3
 BJ4325
 BJ4325.Superseded values are not recommended for survey control.
 BJ4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4325.See file dsdata.txt to determine how the superseded data were derived.
 BJ4325
 BJ4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5986454759(NAD 83)
 BJ4325_MARKER: 13 = LIGHTHOUSE
 BJ4325
 BJ4325  HISTORY     - Date     Condition        Report By
 BJ4325  HISTORY     - 1898     FIRST OBSERVED   CGS
 BJ4325  HISTORY     - 1899     GOOD             CGS
 BJ4325
 BJ4325                          STATION DESCRIPTION
 BJ4325
 BJ4325'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (PAW)
 BJ4325'STATION IS THE TOWER OF PASS MANCHAC LIGHTHOUSE WHICH IS AT THE
 BJ4325'ENTRANCE TO PASS MANCHAC ON THE NW SIDE OF LAKE PONTCHARTRAIN.
 BJ4325'THE LIGHTHOUSE IS ON THE N SIDE OF THE PASS FACING THE LAKE.
 BJ4325'THE TOWER IS OF BRICK AND BUILT ON THE E SIDE OF THE KUPEOS
 BJ4325'HOUSE.  THE CENTER OF THE LIGHT IS 31 FEET ABOVE MEAN HIGH
 BJ4325'WATER IN THE LAKE (TAKEN FROM LIST OF LIGHTHOUSES ON ATLANTIC
 BJ4325'COAST) ALTHOUGH THE STATION HAD TO BE OCCUPIED ECCENTRICALLY
 BJ4325'ALL OBSERVATIONS WERE REDUCED TO CENTER.
 BJ4325
 BJ4325                          STATION RECOVERY (1899)
 BJ4325
 BJ4325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1899 (OBF)
 BJ4325'STATION RECOVERED AS DESCRIBED.  THE MARK USED FOR THIS WORK
 BJ4325'WAS CENTER OF ROD ON TOP OF THE LIGHT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1189 ***********************************************************************
 AT1189  DESIGNATION -  PAT 1934
 AT1189  PID         -  AT1189
 AT1189  STATE/COUNTY-  LA/PLAQUEMINES
 AT1189  USGS QUAD   -  BAY BATISTE (1993)
 AT1189
 AT1189                         *CURRENT SURVEY CONTROL
 AT1189  ___________________________________________________________________
 AT1189* NAD 83(1992)-  29 23 28.80153(N)    089 49 42.41168(W)     ADJUSTED  
 AT1189* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1189  **This station is located in a subsidence area (see below).
 AT1189  ___________________________________________________________________
 AT1189  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AT1189  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AT1189
 AT1189  HORZ ORDER  -  THIRD
 AT1189
 AT1189.The horizontal coordinates were established by classical geodetic methods
 AT1189.and adjusted by the National Geodetic Survey in January 1993..
 AT1189
 AT1189 ** The orthometric height has not been validated since last determined
 AT1189 ** by differential leveling and should not be used for control purposes.
 AT1189 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1189 ** area with valid NAVD 88 orthometric heights.
 AT1189 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1189 ** epoch indicated which incorporates improved geoid heights for the
 AT1189 ** Southern Louisiana Subsidence area.
 AT1189 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1189.The orthometric height was scaled from a topographic map.
 AT1189
 AT1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1189
 AT1189.The geoid height was determined by GEOID03.
 AT1189
 AT1189;                    North         East     Units Scale Factor Converg.
 AT1189;SPC LA S     -    99,760.316 1,146,071.855   MT  0.99998192   +0 45 08.9
 AT1189;SPC LA S     -   327,296.97  3,760,070.74   sFT  0.99998192   +0 45 08.9
 AT1189;UTM  16      - 3,254,670.286   225,495.248   MT  1.00052990   -1 23 20.4
 AT1189
 AT1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1189!SPC LA S     -   1.00000382  x   0.99998192  =   0.99998574
 AT1189!UTM  16      -   1.00000382  x   1.00052990  =   1.00053372
 AT1189
 AT1189                          SUPERSEDED SURVEY CONTROL
 AT1189
 AT1189  NAD 83(1986)-  29 23 28.81300(N)    089 49 42.41935(W) AD(       ) 3
 AT1189  NAD 27      -  29 23 28.01800(N)    089 49 42.17400(W) AD(       ) 3
 AT1189
 AT1189.Superseded values are not recommended for survey control.
 AT1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1189.See file dsdata.txt to determine how the superseded data were derived.
 AT1189
 AT1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2549554670(NAD 83)
 AT1189_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AT1189_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1189_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1189
 AT1189  HISTORY     - Date     Condition        Report By
 AT1189  HISTORY     - 1934     MONUMENTED       CGS
 AT1189  HISTORY     - 19730212 MARK NOT FOUND   NGS
 AT1189
 AT1189                          STATION DESCRIPTION
 AT1189
 AT1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1189'ON A POINT OF LAND
 AT1189'EXTENDING INTO
 AT1189'LAKE WASHINGTON 35 METERS (115 FEET) FROM THE
 AT1189'SOUTHERN END OF THE POINT, AND 25
 AT1189'METERS (82 FEET) FROM THE HIGHWATER
 AT1189'MARK OF THE LAKE.  THE POINT IS DUE W FROM THE PLANT
 AT1189'OF
 AT1189'THE FREEPORT SULPHUR COMPANY ON THE NW SIDE OF THE LAKE AND ARM
 AT1189'OF THE LAKE
 AT1189'EXTENDS TO THE NW OF THE POINT.  THE STATION IS
 AT1189'MARK BY A STANDARD
 AT1189'HYDROGRAPHIC DISK SET IN CONCRETE AT THE CENTER
 AT1189'OF THE TOP OF A TILE WHICH IS
 AT1189'FASTENED BY MEANS OF CONCRETE TO
 AT1189'THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 AT1189'THE MARSH.
 AT1189
 AT1189                          STATION RECOVERY (1973)
 AT1189
 AT1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0952 ***********************************************************************
 AV0952  DESIGNATION -  PAT GLENNONS BAYOU
 AV0952  PID         -  AV0952
 AV0952  STATE/COUNTY-  LA/CAMERON
 AV0952  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0952
 AV0952                         *CURRENT SURVEY CONTROL
 AV0952  ___________________________________________________________________
 AV0952* NAD 83(1992)-  29 46 06.93024(N)    093 53 01.58565(W)     ADJUSTED  
 AV0952* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0952  ___________________________________________________________________
 AV0952  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AV0952  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AV0952
 AV0952  HORZ ORDER  -  SECOND
 AV0952
 AV0952.The horizontal coordinates were established by classical geodetic methods
 AV0952.and adjusted by the National Geodetic Survey in February 1996..
 AV0952
 AV0952.The orthometric height was scaled from a topographic map.
 AV0952
 AV0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0952
 AV0952.The geoid height was determined by GEOID03.
 AV0952
 AV0952;                    North         East     Units Scale Factor Converg.
 AV0952;SPC LA S     -   143,361.136   753,385.224   MT  0.99993391   -1 16 30.9
 AV0952;SPC LA S     -   470,343.99  2,471,731.36   sFT  0.99993391   -1 16 30.9
 AV0952;SPC TXSC     - 4,225,299.380 1,094,575.585   MT  0.99989179   +2 30 23.4
 AV0952;SPC TXSC     -13,862,503.05  3,591,120.07   sFT  0.99989179   +2 30 23.4
 AV0952;UTM  15      - 3,293,471.062   414,563.268   MT  0.99969006   -0 26 19.7
 AV0952
 AV0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0952!SPC LA S     -   1.00000409  x   0.99993391  =   0.99993800
 AV0952!SPC TXSC     -   1.00000409  x   0.99989179  =   0.99989588
 AV0952!UTM  15      -   1.00000409  x   0.99969006  =   0.99969415
 AV0952
 AV0952|---------------------------------------------------------------------|
 AV0952| PID    Reference Object                     Distance      Geod. Az  |
 AV0952|                                                           dddmmss.s |
 AV0952| CV9261 PAT GLENNONS BAYOU RM 2                            04741     |
 AV0952| AV0894 SABINE PASS LIGHTHOUSE 1874         APPROX. 6.6 KM 1503625.9 |
 AV0952| AV0944 W PORT ARTHUR TEXAS CO STK          APPROX.10.0 KM 3133403.9 |
 AV0952| AV0957 W PORT ARTHUR W RAD MAST            APPROX.11.5 KM 3145658.6 |
 AV0952| AV0955 W PORT ARTHUR E RAD MAST            APPROX.11.4 KM 3150052.0 |
 AV0952| AV0936 W PORT ARTHUR GULF REFIN CO TK      APPROX.12.6 KM 3173051.0 |
 AV0952| AV0953 W PORT ARTHUR GRAIN CHY ELEV A      APPROX.10.5 KM 3175019.7 |
 AV0952| CV9260 PAT GLENNONS BAYOU RM 1                            33036     |
 AV0952| AV0975 PORT ARTHUR MUNICIPAL TANK          APPROX.13.8 KM 3391536.2 |
 AV0952|---------------------------------------------------------------------|
 AV0952
 AV0952                          SUPERSEDED SURVEY CONTROL
 AV0952
 AV0952  NAD 83(1992)-  29 46 06.93008(N)    093 53 01.58561(W) AD(       ) 2
 AV0952  NAD 83(1986)-  29 46 06.95296(N)    093 53 01.57097(W) AD(       ) 2
 AV0952  NAD 27      -  29 46 06.17200(N)    093 53 00.97100(W) AD(       ) 2
 AV0952
 AV0952.Superseded values are not recommended for survey control.
 AV0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0952.See file dsdata.txt to determine how the superseded data were derived.
 AV0952
 AV0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1456393471(NAD 83)
 AV0952_MARKER: H = DRILL HOLE
 AV0952_SETTING: 0 = UNSPECIFIED SETTING
 AV0952
 AV0952  HISTORY     - Date     Condition        Report By
 AV0952  HISTORY     - 1874     MONUMENTED       CGS
 AV0952  HISTORY     - 1922     SEE DESCRIPTION  CGS
 AV0952  HISTORY     - 1933     GOOD             CGS
 AV0952  HISTORY     - 1934     GOOD             CGS
 AV0952  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0952  HISTORY     - 1960     MARK NOT FOUND   CGS
 AV0952
 AV0952                          STATION DESCRIPTION
 AV0952
 AV0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (JNM)
 AV0952'STATION IS LOCATED ON THE N BANK OF PAT GLENNONS BAYOU, ABOUT
 AV0952'300 METERS FROM THE MOUTH AND 16 METERS BACK FROM THE BANK
 AV0952'OF THE BAYOU ON MARSHY GROUND ENTIRELY SUBMERGED AT HIGH WATER.
 AV0952'
 AV0952'STATION MARK IS A 3/8-INCH HOLE IN THE TOP OF A SANDSTONE MONUMENT
 AV0952'2 FEET 5 INCHES LONG AND 5 INCHES SQUARE AT THE TOP, MARKED
 AV0952'U.S.C. AND G.S.  UNDERGROUND MARK IS A 5-INCH TILE FILLED
 AV0952'WITH A PIECE OF WOOD AND SET 2 FEET BELOW THE GROUND.
 AV0952
 AV0952                          STATION RECOVERY (1922)
 AV0952
 AV0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FSB)
 AV0952'RECOVERED AS DESCRIBED EXCEPT SURFACE MARK WAS GONE.  UNDERGROUND
 AV0952'MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE SURFACE
 AV0952'MARK WAS RENEWED, THE NEW MARK CONSISTING OF A 5-INCH TILE
 AV0952'PIPE SET ABOVE OLD MARK AND FILLED WITH CONCRETE.  A BRONZE
 AV0952'STATION DISK WAS SET IN THE TOP OF THE CONCRETE DIRECTLY ABOVE
 AV0952'THE CENTER OF THE UNDERGROUND MARK.  THE BOTTOM OF THE
 AV0952'SURFACE MARK IS ABOUT 2 INCHES ABOVE THE TOP OF THE UNDERGROUND
 AV0952'MARK.  SURFACE MARK PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 AV0952'
 AV0952'TWO REFERENCE MARKS WERE ESTABLISHED.  THEY ARE BRONZE DISKS
 AV0952'SET IN CONCRETE AT THE CENTERS OF THE TOPS OF TILES.
 AV0952'THE TOPS OF THE TILES PROJECT ABOUT 12 INCHES ABOVE THE GROUND.
 AV0952'
 AV0952'REFERENCE MARK 1 IS APPROXIMATELY ON RANGE WITH THE STATION MARK
 AV0952'AND SABINE PASS LIGHTHOUSE.
 AV0952'
 AV0952'REFERENCE MARK 2 IS APPROXIMATELY ON RANGE WITH THE STATION
 AV0952'MARK AND THE BEACON AT THE ENTRANCE TO PORT ARTHUR SHIP CANAL.
 AV0952
 AV0952                          STATION RECOVERY (1933)
 AV0952
 AV0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0952'STATION RECOVERED, DESCRIPTION CORRECT, AND MARKS FOUND TO BE
 AV0952'IN GOOD CONDITION EXCEPT THAT THE STATION MARK IS LEANING VERY
 AV0952'SLIGHTLY TOWARD SABINE PASS LIGHTHOUSE.  THE ORIGINAL MARK
 AV0952'WAS USED IN THE NEW SCHEME.
 AV0952'
 AV0952'STATION CAN BE REACHED ONLY BY BOAT TO THE ENTRANCE OF THE PORT
 AV0952'ARTHUR SHIP CHANNEL, THENCE E TO THE MOUTH OF THE BAYOU.
 AV0952'
 AV0952'A 20-FOOT TRIPOD AND SCAFFOLD WERE USED, SEEING ALL STATIONS.
 AV0952
 AV0952                          STATION RECOVERY (1934)
 AV0952
 AV0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AV0952'STATION RECOVERED AS ORIGINALLY DESCRIBED.
 AV0952
 AV0952                          STATION RECOVERY (1947)
 AV0952
 AV0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0952'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED, HOWEVER, THERE
 AV0952'IS NO REASON TO BELIEVE THAT THE STATION IS NOT IN PLACE AS
 AV0952'THERE IS NO INDICATION OF CHANGES OR ALTERNATIONS IN THE LOCALITY.
 AV0952
 AV0952                          STATION RECOVERY (1960)
 AV0952
 AV0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0952'LOST.  THE AREA WAS SEARCHED BUT NONE OF THE MARKS COULD BE
 AV0952'FOUND.  THE STATION SITE IS NOW INSIDE SOME LEVEES WHICH WERE
 AV0952'BUILT TO CONTAIN SPOIL FROM DREDGING ALONG THE SABINE PASS
 AV0952'CHANNEL.  THE AREA IS COVERED BY 1 TO 2 FEET OF WATER MAKING
 AV0952'THE MARSH INTO SOFT MUCK.  THE MARK PROBABLY IS STILL IN PLACE
 AV0952'BUT COULD BE RECOVERED BY MORE EXTENSIVE METHODS ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2836 ***********************************************************************
 BX2836  DESIGNATION -  PATCH 1919
 BX2836  PID         -  BX2836
 BX2836  STATE/COUNTY-  LA/NATCHITOCHES
 BX2836  USGS QUAD   -  ROBELINE (1988)
 BX2836
 BX2836                         *CURRENT SURVEY CONTROL
 BX2836  ___________________________________________________________________
 BX2836* NAD 83(1992)-  31 40 26.24659(N)    093 15 57.56656(W)     ADJUSTED  
 BX2836* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 BX2836  ___________________________________________________________________
 BX2836  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 BX2836  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2836
 BX2836  HORZ ORDER  -  FIRST
 BX2836
 BX2836.The horizontal coordinates were established by classical geodetic methods
 BX2836.and adjusted by the National Geodetic Survey in January 1993..
 BX2836
 BX2836.The orthometric height was scaled from a topographic map.
 BX2836
 BX2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2836
 BX2836.The geoid height was determined by GEOID03.
 BX2836
 BX2836;                    North         East     Units Scale Factor Converg.
 BX2836;SPC LA N     -   130,419.209   927,370.317   MT  0.99992374   -0 24 17.9
 BX2836;SPC LA N     -   427,883.69  3,042,547.45   sFT  0.99992374   -0 24 17.9
 BX2836;UTM  15      - 3,504,327.988   474,787.216   MT  0.99960784   -0 08 22.8
 BX2836
 BX2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2836!SPC LA N     -   0.99998983  x   0.99992374  =   0.99991357
 BX2836!UTM  15      -   0.99998983  x   0.99960784  =   0.99959767
 BX2836
 BX2836:                Primary Azimuth Mark                     Grid Az
 BX2836:SPC LA N     -  WHITE=M 12                               315 43 00.1
 BX2836:UTM  15      -  WHITE=M 12                               315 27 05.0
 BX2836
 BX2836|---------------------------------------------------------------------|
 BX2836| PID    Reference Object                     Distance      Geod. Az  |
 BX2836|                                                           dddmmss.s |
 BX2836| BX1703 WHITE=M 12                          APPROX. 0.8 KM 3151842.2 |
 BX2836|---------------------------------------------------------------------|
 BX2836
 BX2836                          SUPERSEDED SURVEY CONTROL
 BX2836
 BX2836  NAD 83(1986)-  31 40 26.26040(N)    093 15 57.55996(W) AD(       ) 1
 BX2836  NAD 27      -  31 40 25.65600(N)    093 15 56.94500(W) AD(       ) 1
 BX2836
 BX2836.Superseded values are not recommended for survey control.
 BX2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2836.See file dsdata.txt to determine how the superseded data were derived.
 BX2836
 BX2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7478704328(NAD 83)
 BX2836_MARKER: N = NAIL
 BX2836_SETTING: 0 = UNSPECIFIED SETTING
 BX2836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2836
 BX2836  HISTORY     - Date     Condition        Report By
 BX2836  HISTORY     - 1919     MONUMENTED       CGS
 BX2836  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2836  HISTORY     - 1936     POOR             LAGS
 BX2836  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX2836
 BX2836                          STATION DESCRIPTION
 BX2836
 BX2836'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2836'STATION IS ABOUT 2 MILES W OF VICTORIA, ON TOP OF WASTE
 BX2836'DUMP FROM THE TEXAS AND PACIFIC RAILWAY CUT, AND ABOUT 12
 BX2836'TELEGRAPH POLES W OF MILEPOST NO. 250.
 BX2836'
 BX2836'STATION IS MARKED BY A NAIL IN A 2-BY 4-INCH STAKE DRIVEN
 BX2836'IN GROUND.
 BX2836
 BX2836                          STATION RECOVERY (1935)
 BX2836
 BX2836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2836'STATION COULD NOT BE FOUND.
 BX2836
 BX2836                          STATION RECOVERY (1936)
 BX2836
 BX2836'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2836'STATION RECOVERED BUT STAKE IS ROTTEN.
 BX2836
 BX2836                          STATION RECOVERY (2001)
 BX2836
 BX2836'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3161 ***********************************************************************
 CQ3161  DESIGNATION -  PATRIC
 CQ3161  PID         -  CQ3161
 CQ3161  STATE/COUNTY-  LA/DE SOTO
 CQ3161  USGS QUAD   -  MANSFIELD (1994)
 CQ3161
 CQ3161                         *CURRENT SURVEY CONTROL
 CQ3161  ___________________________________________________________________
 CQ3161* NAD 83(1992)-  32 00 07.28383(N)    093 42 48.74502(W)     ADJUSTED  
 CQ3161* NAVD 88     -       114.37   (+/-2cm)     375.2    (feet)  VERTCON   
 CQ3161  ___________________________________________________________________
 CQ3161  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CQ3161  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3161
 CQ3161  HORZ ORDER  -  SECOND
 CQ3161  VERT ORDER  -  THIRD ? (See Below)
 CQ3161
 CQ3161.The horizontal coordinates were established by classical geodetic methods
 CQ3161.and adjusted by the National Geodetic Survey in January 1993..
 CQ3161
 CQ3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3161.The vertical order pertains to the NGVD 29 superseded value.
 CQ3161
 CQ3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3161
 CQ3161.The geoid height was determined by GEOID03.
 CQ3161
 CQ3161;                    North         East     Units Scale Factor Converg.
 CQ3161;SPC LA N     -   167,178.733   885,343.333   MT  0.99991582   -0 38 29.8
 CQ3161;SPC LA N     -   548,485.56  2,904,663.92   sFT  0.99991582   -0 38 29.8
 CQ3161;UTM  15      - 3,540,882.369   432,603.017   MT  0.99965602   -0 22 41.4
 CQ3161
 CQ3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3161!SPC LA N     -   0.99998609  x   0.99991582  =   0.99990191
 CQ3161!UTM  15      -   0.99998609  x   0.99965602  =   0.99964211
 CQ3161
 CQ3161|---------------------------------------------------------------------|
 CQ3161| PID    Reference Object                     Distance      Geod. Az  |
 CQ3161|                                                           dddmmss.s |
 CQ3161| CX6037 PATRIC RM 1                          13.532 METERS 09117     |
 CQ3161| CS7287 PATRIC RM 4                          13.590 METERS 09123     |
 CQ3161| BX3191 PATRIC AZ MK                        APPROX. 0.8 KM 1834623.9 |
 CQ3161| CQ3162 PATRIC RM 2                          17.755 METERS 31250     |
 CQ3161| CQ3495 PATRIC RM 3                          17.809 METERS 31251     |
 CQ3161| CQ2640 MAN RM 3                            APPROX. 2.3 KM 3511418.1 |
 CQ3161|---------------------------------------------------------------------|
 CQ3161
 CQ3161                          SUPERSEDED SURVEY CONTROL
 CQ3161
 CQ3161  NAD 83(1986)-  32 00 07.29259(N)    093 42 48.74170(W) AD(       ) 2
 CQ3161  NAD 27      -  32 00 06.70271(N)    093 42 48.08322(W) AD(       ) 2
 CQ3161  NGVD 29 (11/02/92)  114.43   (m)          375.4    (f) LEVELING    3  
 CQ3161
 CQ3161.Superseded values are not recommended for survey control.
 CQ3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3161.See file dsdata.txt to determine how the superseded data were derived.
 CQ3161
 CQ3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3260340882(NAD 83)
 CQ3161_MARKER: DD = SURVEY DISK
 CQ3161_SETTING: 0 = UNSPECIFIED SETTING
 CQ3161
 CQ3161  HISTORY     - Date     Condition        Report By
 CQ3161  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3161  HISTORY     - 19970112 GOOD             USPSQD
 CQ3161
 CQ3161                          STATION DESCRIPTION
 CQ3161
 CQ3161'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3161'STATION IS LOCATED 1 MILE SOUTH OF MANSFIELD ALONG U.S. HIGHWAY
 CQ3161'171, AND 100.0 FEET EAST AND NORTH ON A PARISH ROAD.  STATION
 CQ3161'IS SET ON PARISH RIGHT OF WAY.
 CQ3161'
 CQ3161'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 84
 CQ3161'AND U.S. HIGHWAY 171 IN SOUTH MANSFIELD, FOLLOW U.S. HIGHWAY
 CQ3161'171 SOUTH FOR 1.85 MILES TO BLACKTOP ROAD LEADING EAST, STATION
 CQ3161'IS SET APPROXIMATELY 100.0 FEET FROM INTERSECTION OF PARISH ROAD
 CQ3161'AND U.S. HIGHWAY 171 IN NORTH BLACK SLOPE.
 CQ3161'
 CQ3161'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3161'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED PATRIC
 CQ3161'1969, SET IN A ROUND 10 INCH CONCRETE POST, PROJECTING 3
 CQ3161'INCHES.  IT IS 1.90 FEET EAST OF A METAL WITNESS POST AND SIGN,
 CQ3161'27.60 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD LEADING EAST
 CQ3161'FROM U.S. HIGHWAY 171, 2.00 FEET SOUTH OF A EAST-WEST FENCE
 CQ3161'ALONG NORTH SIDE OF BLACKTOP ROAD, 101.0 FEET EAST OF THE CENTER
 CQ3161'OF U.S. HIGHWAY 171, 26.90 FEET SOUTHWEST OF A 20 INCH PINE
 CQ3161'TREE, AND 58.0 FEET NORTH OF AN 18 INCH PECAN TREE.
 CQ3161'
 CQ3161'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3161'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 CQ3161'R.M. NO. 1 PATRIC 1969, SET IN A ROUND CONCRETE POST, PROJECTING
 CQ3161'3 INCHES.  IT IS 46.0 FEET EAST OF WITNESS POST AT STATION, 35.0
 CQ3161'FEET SOUTHEAST OF A 20 INCH PINE TREE, 43.90 FEET SOUTHWEST
 CQ3161'OF A 14 INCH PINE TREE, 26.0 FEET NORTH OF CENTER OF BLACKTOP
 CQ3161'ROAD LEADING EAST FROM U.S. HIGHWAY 171, 65.0 FEET NORTH OF
 CQ3161'DRIVE LEADING TO RESIDENCE, 63.70 FEET NORTH OF A 24 INCH
 CQ3161'PECAN TREE.
 CQ3161'
 CQ3161'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3161'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 CQ3161'R.M. NO. 2 PATRIC 1969, SET IN A 10 INCH CONCRETE POST, PROJECTING
 CQ3161'3 INCHES.  IT IS 57.0 FEET NORTHWEST OF WITNESS POST AT STATION,
 CQ3161'58.40 FEET EAST OF CENTER OF U.S. HIGHWAY 171, 2.40 FEET WEST
 CQ3161'OF A NORTH-SOUTH FENCE, 67.0 FEET NORTH OF THE CENTER OF
 CQ3161'BLACKTOP ROAD LEADING EAST, 36.60 FEET NORTH OF A FENCE CORNER,
 CQ3161'AND 61.50 FEET WEST-NORTHWEST OF A 20 INCH PINE TREE.
 CQ3161'
 CQ3161'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3161'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED AZ.MK. PATRIC 1969,
 CQ3161'SET IN A 10 INCH CONCRETE POST PROJECTING 3 INCHES.  IT IS 1.90
 CQ3161'FEET WEST OF A METAL WITNESS POST AND SIGN, 61.25 FEET WEST OF THE
 CQ3161'CENTER OF U.S. HIGHWAY 171, 4.10 FEET NORTH OF A POWER POLE, 2.35
 CQ3161'FEET EAST OF A NORTH-SOUTH FENCE, 39.95 FEET SOUTH OF THE CENTER
 CQ3161'OF A DRIVE, AND 36.30 FEET NORTH OF A SQUARE CONCRETE HIGHWAY
 CQ3161'RIGHT OF WAY MARKER.
 CQ3161'
 CQ3161'TO REACH AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 CQ3161'U.S. HIGHWAY 171 FOR 0.60 MILE TO MARK SET RIGHT OF HIGHWAY
 CQ3161'NEAR FENCE.
 CQ3161'
 CQ3161'CUT WAS MADE TO THE MANSFIELD MUNICIPAL WATER TANK.  TANK
 CQ3161'IS KNOWN AS MANSFIELD MUNICIPAL WATER TANK (SOUTH).
 CQ3161
 CQ3161                          STATION RECOVERY (1997)
 CQ3161
 CQ3161'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3496 ***********************************************************************
 CQ3496  DESIGNATION -  PATRIC RESET
 CQ3496  PID         -  CQ3496
 CQ3496  STATE/COUNTY-  LA/DE SOTO
 CQ3496  USGS QUAD   -  MANSFIELD (1994)
 CQ3496
 CQ3496                         *CURRENT SURVEY CONTROL
 CQ3496  ___________________________________________________________________
 CQ3496* NAD 83(1986)-  32 00 08.     (N)    093 42 49.     (W)     SCALED    
 CQ3496* NAVD 88     -       114.352  (meters)     375.17   (feet)  ADJUSTED  
 CQ3496  ___________________________________________________________________
 CQ3496  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3496  DYNAMIC HT  -         114.219 (meters)     374.73  (feet)  COMP
 CQ3496  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CQ3496
 CQ3496  VERT ORDER  -  SECOND    CLASS I
 CQ3496
 CQ3496.The horizontal coordinates were scaled from a topographic map and have
 CQ3496.an estimated accuracy of +/- 6 seconds.
 CQ3496
 CQ3496.The orthometric height was determined by differential leveling
 CQ3496.and adjusted by the National Geodetic Survey in February 1994..
 CQ3496
 CQ3496.The geoid height was determined by GEOID03.
 CQ3496
 CQ3496.The dynamic height is computed by dividing the NAVD 88
 CQ3496.geopotential number by the normal gravity value computed on the
 CQ3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3496.degrees latitude (g = 980.6199 gals.).
 CQ3496
 CQ3496.The modeled gravity was interpolated from observed gravity values.
 CQ3496
 CQ3496;                    North         East    Units  Estimated Accuracy
 CQ3496;SPC LA N     -   167,200.      885,340.      MT  (+/- 180 meters Scaled)
 CQ3496
 CQ3496                          SUPERSEDED SURVEY CONTROL
 CQ3496
 CQ3496.No superseded survey control is available for this station.
 CQ3496
 CQ3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR325409(NAD 83)
 CQ3496_MARKER: DS = TRIANGULATION STATION DISK
 CQ3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3496_SP_SET: CONCRETE POST
 CQ3496_STAMPING: PARTIC 1969 1984
 CQ3496_MARK LOGO: LADH  
 CQ3496_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3496+STABILITY: SURFACE MOTION
 CQ3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3496+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1987
 CQ3496
 CQ3496  HISTORY     - Date     Condition        Report By
 CQ3496  HISTORY     - 1984     MONUMENTED       LADTD
 CQ3496  HISTORY     - 19870929 GOOD             LADTD
 CQ3496  HISTORY     - 19970112 GOOD             USPSQD
 CQ3496
 CQ3496                          STATION DESCRIPTION
 CQ3496
 CQ3496'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3496'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) SOUTH OF MANSFIELD.
 CQ3496'OWNERSHIP--DE SOTO PARISH.
 CQ3496'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 CQ3496'THE COURTHOUSE IN MANSFIELD GO SOUTH FOR 6.1 KM (3.8 MI) ON HIGHWAY
 CQ3496'171 TO PARISH ROAD NUMBER 4 ON THE LEFT.  TURN LEFT AND GO EAST FOR
 CQ3496'30.0 M (98.4 FT) TO THE STATION ON THE LEFT.
 CQ3496'THE STATION IS 30.8 M (101.0 FT) EAST FROM THE CENTER OF HIGHWAY 171,
 CQ3496'17.7 M (58.1 FT) NORTH FROM A 50.8 CM (20 INCH) PECAN TREE, 8.4 M
 CQ3496'(27.6 FT) NORTH FROM THE CENTER OF THE PARISH ROAD AND 0.6 M
 CQ3496'(2.0 FT) SOUTH FROM AN EAST-WEST CHAIN LINK FENCE.  THE STATION IS
 CQ3496'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE PARISH ROAD.
 CQ3496
 CQ3496                          STATION RECOVERY (1997)
 CQ3496
 CQ3496'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3162 ***********************************************************************
 CQ3162  DESIGNATION -  PATRIC RM 2
 CQ3162  PID         -  CQ3162
 CQ3162  STATE/COUNTY-  LA/DE SOTO
 CQ3162  USGS QUAD   -  MANSFIELD (1994)
 CQ3162
 CQ3162                         *CURRENT SURVEY CONTROL
 CQ3162  ___________________________________________________________________
 CQ3162* NAD 83(1992)-  32 00 07.67576(N)    093 42 49.24103(W)     ADJUSTED  
 CQ3162* NAVD 88     -       114.1    (meters)     374.     (feet)  VERTCON   
 CQ3162  ___________________________________________________________________
 CQ3162  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CQ3162  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3162
 CQ3162  HORZ ORDER  -  SECOND
 CQ3162
 CQ3162.The horizontal coordinates were established by classical geodetic methods
 CQ3162.and adjusted by the National Geodetic Survey in January 1993..
 CQ3162
 CQ3162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3162
 CQ3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3162
 CQ3162.The geoid height was determined by GEOID03.
 CQ3162
 CQ3162;                    North         East     Units Scale Factor Converg.
 CQ3162;SPC LA N     -   167,190.949   885,330.451   MT  0.99991582   -0 38 30.0
 CQ3162;SPC LA N     -   548,525.64  2,904,621.65   sFT  0.99991582   -0 38 30.0
 CQ3162;UTM  15      - 3,540,894.523   432,590.082   MT  0.99965604   -0 22 41.6
 CQ3162
 CQ3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3162!SPC LA N     -   0.99998612  x   0.99991582  =   0.99990194
 CQ3162!UTM  15      -   0.99998612  x   0.99965604  =   0.99964217
 CQ3162
 CQ3162|---------------------------------------------------------------------|
 CQ3162| PID    Reference Object                     Distance      Geod. Az  |
 CQ3162|                                                           dddmmss.s |
 CQ3162| CQ3161 PATRIC                               17.755 METERS 13250     |
 CQ3162| CQ2640 MAN RM 3                            APPROX. 2.3 KM 3513105.6 |
 CQ3162|---------------------------------------------------------------------|
 CQ3162
 CQ3162                          SUPERSEDED SURVEY CONTROL
 CQ3162
 CQ3162  NAD 83(1986)-  32 00 07.68452(N)    093 42 49.23771(W) AD(       ) 2
 CQ3162  NAD 27      -  32 00 07.09464(N)    093 42 48.57922(W) AD(       ) 2
 CQ3162  NGVD 29 (07/19/86)  114.2    (m)          375.     (f) VERT ANG       
 CQ3162
 CQ3162.Superseded values are not recommended for survey control.
 CQ3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3162.See file dsdata.txt to determine how the superseded data were derived.
 CQ3162
 CQ3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3259040895(NAD 83)
 CQ3162_MARKER: DD = SURVEY DISK
 CQ3162_SETTING: 0 = UNSPECIFIED SETTING
 CQ3162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3162
 CQ3162  HISTORY     - Date     Condition        Report By
 CQ3162  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3162  HISTORY     - 19970112 MARK NOT FOUND   USPSQD
 CQ3162
 CQ3162                          STATION DESCRIPTION
 CQ3162
 CQ3162'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3162'STATION IS LOCATED 1 MILE SOUTH OF MANSFIELD ALONG U.S. HIGHWAY
 CQ3162'171, AND 100.0 FEET EAST AND NORTH ON A PARISH ROAD.  STATION
 CQ3162'IS SET ON PARISH RIGHT OF WAY.
 CQ3162'
 CQ3162'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3162'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 CQ3162'R.M. NO. 2 PATRIC 1969, SET IN A 10 INCH CONCRETE POST,
 CQ3162'PROJECTING 3 INCHES.  IT IS 57.0 FEET NORTHWEST OF WITNESS
 CQ3162'POST AT STATION, 58.40 FEET EAST OF CENTER OF U.S. HIGHWAY
 CQ3162'171, 2.40 FEET WEST OF A NORTH-SOUTH FENCE, 67.0 FEET NORTH
 CQ3162'OF THE CENTER OF BLACKTOP ROAD LEADING EAST, 36.60 FEET NORTH
 CQ3162'OF A FENCE CORNER, AND 61.50 FEET WEST-NORTHWEST OF A 20 INCH
 CQ3162'PINE TREE.
 CQ3162
 CQ3162                          STATION RECOVERY (1997)
 CQ3162
 CQ3162'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3495 ***********************************************************************
 CQ3495  DESIGNATION -  PATRIC RM 3
 CQ3495  PID         -  CQ3495
 CQ3495  STATE/COUNTY-  LA/DE SOTO
 CQ3495  USGS QUAD   -  MANSFIELD (1994)
 CQ3495
 CQ3495                         *CURRENT SURVEY CONTROL
 CQ3495  ___________________________________________________________________
 CQ3495* NAD 83(1992)-  32 00 07.67703(N)    093 42 49.24248(W)     ADJUSTED  
 CQ3495* NAVD 88     -       114.063  (meters)     374.22   (feet)  ADJUSTED  
 CQ3495  ___________________________________________________________________
 CQ3495  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CQ3495  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3495  DYNAMIC HT  -         113.931 (meters)     373.79  (feet)  COMP
 CQ3495  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CQ3495
 CQ3495  HORZ ORDER  -  THIRD
 CQ3495  VERT ORDER  -  SECOND    CLASS I
 CQ3495
 CQ3495.The horizontal coordinates were established by classical geodetic methods
 CQ3495.and adjusted by the National Geodetic Survey in January 1993..
 CQ3495.No horizontal observational check was made to the station.
 CQ3495
 CQ3495.The orthometric height was determined by differential leveling
 CQ3495.and adjusted by the National Geodetic Survey in February 1994..
 CQ3495
 CQ3495.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3495
 CQ3495.The geoid height was determined by GEOID03.
 CQ3495
 CQ3495.The dynamic height is computed by dividing the NAVD 88
 CQ3495.geopotential number by the normal gravity value computed on the
 CQ3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3495.degrees latitude (g = 980.6199 gals.).
 CQ3495
 CQ3495.The modeled gravity was interpolated from observed gravity values.
 CQ3495
 CQ3495;                    North         East     Units Scale Factor Converg.
 CQ3495;SPC LA N     -   167,190.988   885,330.414   MT  0.99991582   -0 38 30.0
 CQ3495;SPC LA N     -   548,525.77  2,904,621.53   sFT  0.99991582   -0 38 30.0
 CQ3495;UTM  15      - 3,540,894.562   432,590.045   MT  0.99965604   -0 22 41.6
 CQ3495
 CQ3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3495!SPC LA N     -   0.99998613  x   0.99991582  =   0.99990196
 CQ3495!UTM  15      -   0.99998613  x   0.99965604  =   0.99964218
 CQ3495
 CQ3495                          SUPERSEDED SURVEY CONTROL
 CQ3495
 CQ3495  NAD 83(1986)-  32 00 07.68580(N)    093 42 49.23918(W) AD(       ) 3
 CQ3495  NGVD 29 (11/02/92)  114.14   (m)          374.5    (f) LEVELING    3  
 CQ3495
 CQ3495.Superseded values are not recommended for survey control.
 CQ3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3495.See file dsdata.txt to determine how the superseded data were derived.
 CQ3495
 CQ3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3259040895(NAD 83)
 CQ3495_MARKER: DR = REFERENCE MARK DISK
 CQ3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3495_SP_SET: CONCRETE POST
 CQ3495_STAMPING: PARTIC 1969 RM 3 1984
 CQ3495_MARK LOGO: LADH  
 CQ3495_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3495+STABILITY: SURFACE MOTION
 CQ3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3495+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1987
 CQ3495
 CQ3495  HISTORY     - Date     Condition        Report By
 CQ3495  HISTORY     - 1984     MONUMENTED       LADTD
 CQ3495  HISTORY     - 19870929 GOOD             LADTD
 CQ3495  HISTORY     - 19970112 POOR             USPSQD
 CQ3495
 CQ3495                          STATION DESCRIPTION
 CQ3495
 CQ3495'DESCRIBED BY LA TRANSP AND DEV 1987
 CQ3495'THE STATION IS LOCATED 6.1 KM (3.8 MI) SOUTH OF MANSFIELD.
 CQ3495'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3495'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 CQ3495'THE COURTHOUSE IN MANSFIELD GO SOUTH FOR 6.1 KM (3.8 MI) ON HIGHWAY
 CQ3495'171 TO THE STATION ON THE LEFT JUST NORTH OF A BLACKTOP PARISH ROAD
 CQ3495'NUMBER 4, LEADING EAST.
 CQ3495'NUMBER 4, LEADING EAST,  20.4 M (66.9 FT) NORTH OF THE CENTER OF
 CQ3495'PARISH ROAD,  18.2 M (59.7 FT) EAST OF CENTER OF HIGHWAY 171, 11.3 M
 CQ3495'(37.1 FT) NORTH FROM A TELEPHONE JUNCTION BOX NUMBER 39 1/2, 0.9 M
 CQ3495'(3.0 FT) WEST FROM A CHAIN LINK FENCE AND 0.5 M (1.6 FT) WEST FROM A
 CQ3495'WITNESS POST.  THE STATION IS FLUSH WITH THE GROUND AND ABOUT 0.3 M
 CQ3495'(1.0 FT) ABOVE THE HIGHWAY.
 CQ3495
 CQ3495                          STATION RECOVERY (1997)
 CQ3495
 CQ3495'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3495'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0954 ***********************************************************************
 AV0954  DESIGNATION -  PATSY
 AV0954  PID         -  AV0954
 AV0954  STATE/COUNTY-  LA/CAMERON
 AV0954  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0954
 AV0954                         *CURRENT SURVEY CONTROL
 AV0954  ___________________________________________________________________
 AV0954* NAD 83(1992)-  29 46 16.99276(N)    093 53 09.56233(W)     ADJUSTED  
 AV0954* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 AV0954  ___________________________________________________________________
 AV0954  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0954  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AV0954
 AV0954  HORZ ORDER  -  SECOND
 AV0954
 AV0954.The horizontal coordinates were established by classical geodetic methods
 AV0954.and adjusted by the National Geodetic Survey in February 1996..
 AV0954
 AV0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0954
 AV0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0954
 AV0954.The geoid height was determined by GEOID03.
 AV0954
 AV0954;                    North         East     Units Scale Factor Converg.
 AV0954;SPC LA S     -   143,675.647   753,177.910   MT  0.99993372   -1 16 34.9
 AV0954;SPC LA S     -   471,375.85  2,471,051.19   sFT  0.99993372   -1 16 34.9
 AV0954;SPC TXSC     - 4,225,599.520 1,094,347.987   MT  0.99989216   +2 30 19.5
 AV0954;SPC TXSC     -13,863,487.76  3,590,373.35   sFT  0.99989216   +2 30 19.5
 AV0954;UTM  15      - 3,293,782.437   414,351.436   MT  0.99969051   -0 26 23.8
 AV0954
 AV0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0954!SPC LA S     -   1.00000370  x   0.99993372  =   0.99993742
 AV0954!SPC TXSC     -   1.00000370  x   0.99989216  =   0.99989586
 AV0954!UTM  15      -   1.00000370  x   0.99969051  =   0.99969421
 AV0954
 AV0954|---------------------------------------------------------------------|
 AV0954| PID    Reference Object                     Distance      Geod. Az  |
 AV0954|                                                           dddmmss.s |
 AV0954| CV9262 PATSY RM 1                           26.627 METERS 03125     |
 AV0954| AV0892 SABINE PASS RADIO MAST              APPROX. 7.1 KM 1493118.6 |
 AV0954| AV0895 SABINE PASS RADIO TOWER             APPROX. 7.1 KM 1505441.7 |
 AV0954| AV0903 SABINE PASS TV STA KBMT MAST        APPROX. 6.8 KM 1603910.8 |
 AV0954| AV0897 SABINE PASS CG FM RAD MAST          APPROX. 5.0 KM 1630615.3 |
 AV0954| AV0911 SABINE PASS WATER TANK              APPROX. 4.2 KM 1945824.3 |
 AV0954| AV0997 PATSY AZ MK                         APPROX. 0.8 KM 2352156.0 |
 AV0954| AV0947 SABINE PASS TOLL BRIDGE LIGHT       APPROX. 1.2 KM 2363130.6 |
 AV0954| CV9263 PATSY RM 2                           28.106 METERS 28043     |
 AV0954| AV0936 W PORT ARTHUR GULF REFIN CO TK      APPROX.12.2 KM 3171622.8 |
 AV0954| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX.13.2 KM 3224805.2 |
 AV0954| AV0946 PORT ARTHUR SW MUNICIPAL TANK       APPROX.12.6 KM 3325311.7 |
 AV0954| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX.12.2 KM 3365829.9 |
 AV0954|---------------------------------------------------------------------|
 AV0954
 AV0954                          SUPERSEDED SURVEY CONTROL
 AV0954
 AV0954  NAD 83(1992)-  29 46 16.99239(N)    093 53 09.56199(W) AD(       ) 2
 AV0954  NAD 83(1986)-  29 46 17.01522(N)    093 53 09.54731(W) AD(       ) 2
 AV0954  NAD 27      -  29 46 16.23450(N)    093 53 08.95070(W) AD(       ) 2
 AV0954  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 AV0954
 AV0954.Superseded values are not recommended for survey control.
 AV0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0954.See file dsdata.txt to determine how the superseded data were derived.
 AV0954
 AV0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1435193782(NAD 83)
 AV0954_MARKER: DS = TRIANGULATION STATION DISK
 AV0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0954+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AV0954
 AV0954  HISTORY     - Date     Condition        Report By
 AV0954  HISTORY     - 1963     MONUMENTED       CGS
 AV0954  HISTORY     - 1975     GOOD             TXHD
 AV0954  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0954  HISTORY     - 1988     GOOD             USPSQD
 AV0954  HISTORY     - 20030328 GOOD             USPSQD
 AV0954  HISTORY     - 20030929 GOOD             USPSQD
 AV0954  HISTORY     - 20050217 GOOD             USPSQD
 AV0954  HISTORY     - 20050217 GOOD             USPSQD
 AV0954
 AV0954                          STATION DESCRIPTION
 AV0954
 AV0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0954'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF PORT
 AV0954'ARTHUR, 100 YARDS EAST OF THE SABINE LAKE, 0.4 MILE NORTHEAST
 AV0954'OF THE TOLL BRIDGE, AND ON THE CENTER ONE OF 3 SMALL RIDGES,
 AV0954'ON THE PROPERTY OWNED BY MRS. MATILDA GRAY.
 AV0954'
 AV0954'TO REACH THE STATION FROM THE EAST END OF THE SABINE PASS TOLL
 AV0954'BRIDGE GO EAST ON STATE HIGHWAY 82 FOR 0.35 MILE TO A WIRE
 AV0954'GATE ABOUT 200 FEET TO THE LEFT.  TURN LEFT THROUGH THE GATE
 AV0954'AND GO NORTHERLY FOR 0.1 MILE TO THE THE MIDDLE ONE OF THREE SMALL
 AV0954'HILLS AND THE STATION AS DESCRIBED.
 AV0954'
 AV0954'THE STATION IS A STANDARD DISK STAMPED PATSY 1963, SET IN
 AV0954'A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES
 AV0954'FROM THE GROUND SURFACE.  IT IS 4.2 FEET NORTH-NORTHEAST OF A
 AV0954'3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  200.0
 AV0954'FEET EAST OF A POND.
 AV0954'
 AV0954'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED PATSY NO 1
 AV0954'1963, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AV0954'2 INCHES FROM THE GROUND SURFACE.  IT IS 90.3 FEET EAST OF A 3
 AV0954'INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  282.0 FEET
 AV0954'WEST OF A POND.
 AV0954'
 AV0954'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED PATSY NO 2 1963,
 AV0954'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AV0954'3 INCHES FROM THE GROUND SURFACE.  IT IS 94.0 FEET NORTH OF
 AV0954'A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  158.0
 AV0954'FEET EAST OF A POND.
 AV0954'
 AV0954'AZIMUTH MARK IS A STANDARD DISK STAMPED PATSY 1963, CEMENTED IN
 AV0954'A DRILL HOLE IN A BRIDGE BASE, THAT IS FLUSH WITH THE BASE.  IT
 AV0954'IS 17.7 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 82.
 AV0954'2.2 FEET EAST OF THE NORTHEAST END OF IRON RAILING.
 AV0954'
 AV0954'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
 AV0954
 AV0954                          STATION RECOVERY (1975)
 AV0954
 AV0954'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 AV0954'PATSY 1963 - GOOD
 AV0954'
 AV0954'R.M. 2 - GOOD
 AV0954'
 AV0954'AZIMUTH MARK - GOOD
 AV0954'
 AV0954'DIRECTIONS FOR LOCATING STATION AND OTHER MARKS IS ADEQUATE.
 AV0954
 AV0954                          STATION RECOVERY (1988)
 AV0954
 AV0954'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0954'MARK NOT FOUND.
 AV0954
 AV0954                          STATION RECOVERY (1988)
 AV0954
 AV0954'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 AV0954'RECOVERED IN GOOD CONDITION.
 AV0954
 AV0954                          STATION RECOVERY (2003)
 AV0954
 AV0954'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0954'PATSY RM1 FOUND GOOD SAT NO
 AV0954'PATSY RM2 FOUND GOOD SAT NO
 AV0954
 AV0954                          STATION RECOVERY (2003)
 AV0954
 AV0954'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0954'AV0954 PATSY RM 1 GOOD, SAT NO
 AV0954'AV0954 PATSY RM 2 GOOD, SAT NO
 AV0954
 AV0954                          STATION RECOVERY (2005)
 AV0954
 AV0954'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0954'RECOVERED IN GOOD CONDITION.
 AV0954
 AV0954                          STATION RECOVERY (2005)
 AV0954
 AV0954'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0954'AV0954 PATSY GOOD SAT YES
 AV0954'AV0954 PATSY RM1 GOOD SAT. NO
 AV0954'AV0954 PATSY RM2 GOOD SAT. NO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0997 ***********************************************************************
 AV0997  FBN         -  This is a Federal Base Network Control Station.
 AV0997  DESIGNATION -  PATSY AZ MK
 AV0997  PID         -  AV0997
 AV0997  STATE/COUNTY-  LA/CAMERON
 AV0997  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0997
 AV0997                         *CURRENT SURVEY CONTROL
 AV0997  ___________________________________________________________________
 AV0997* NAD 83(1992)-  29 46 02.87965(N)    093 53 32.98014(W)     ADJUSTED  
 AV0997* NAVD 88     -         3.2    (meters)      10.     (feet)  GPS OBS   
 AV0997  ___________________________________________________________________
 AV0997  X           -    -376,153.908 (meters)                     COMP
 AV0997  Y           -  -5,528,296.588 (meters)                     COMP
 AV0997  Z           -   3,148,012.767 (meters)                     COMP
 AV0997  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AV0997  ELLIP HEIGHT-         -23.81  (meters)          (06/20/00) GPS OBS
 AV0997  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AV0997
 AV0997  HORZ ORDER  -  B
 AV0997  ELLP ORDER  -  THIRD     CLASS I
 AV0997
 AV0997.The horizontal coordinates were established by GPS observations
 AV0997.and adjusted by the National Geodetic Survey in September 1992..
 AV0997
 AV0997.The orthometric height was determined by GPS observations and a
 AV0997.high-resolution geoid model.
 AV0997
 AV0997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0997
 AV0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0997
 AV0997.The ellipsoidal height was determined by GPS observations
 AV0997.and is referenced to NAD 83.
 AV0997
 AV0997.The geoid height was determined by GEOID03.
 AV0997
 AV0997;                    North         East     Units Scale Factor Converg.
 AV0997;SPC LA S     -   143,255.253   752,539.332   MT  0.99993399   -1 16 46.6
 AV0997;SPC LA S     -   469,996.61  2,468,956.13   sFT  0.99993399   -1 16 46.6
 AV0997;SPC TXSC     - 4,225,137.942 1,093,738.554   MT  0.99989164   +2 30 08.0
 AV0997;SPC TXSC     -13,861,973.40  3,588,373.91   sFT  0.99989164   +2 30 08.0
 AV0997;UTM  15      - 3,293,352.870   413,719.217   MT  0.99969185   -0 26 35.3
 AV0997
 AV0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0997!SPC LA S     -   1.00000374  x   0.99993399  =   0.99993773
 AV0997!SPC TXSC     -   1.00000374  x   0.99989164  =   0.99989538
 AV0997!UTM  15      -   1.00000374  x   0.99969185  =   0.99969559
 AV0997
 AV0997                          SUPERSEDED SURVEY CONTROL
 AV0997
 AV0997  ELLIP H (05/01/00)  -23.85   (m)                       GP(       ) 3 1
 AV0997  ELLIP H (05/09/94)  -23.76   (m)                       GP(       ) 4 2
 AV0997  ELLIP H (09/10/92)  -23.76   (m)                       GP(       ) 4 1
 AV0997  NAD 83(1986)-  29 46 02.89898(N)    093 53 32.95891(W) AD(       ) 1
 AV0997  NGVD 29 (12/24/91)    3.5    (m)           11.     (f) GPS OBS        
 AV0997
 AV0997.Superseded values are not recommended for survey control.
 AV0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0997.See file dsdata.txt to determine how the superseded data were derived.
 AV0997
 AV0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1371993353(NAD 83)
 AV0997_MARKER: DZ = AZIMUTH MARK DISK
 AV0997_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AV0997+WITH SETTING: PAVEMENT
 AV0997_SP_SET: SET IN MAT FOUNDATION
 AV0997_STAMPING: PATSY 1963
 AV0997_MARK LOGO: CGS   
 AV0997_PROJECTION: FLUSH
 AV0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0997+STABILITY: SURFACE MOTION
 AV0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0997+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 AV0997
 AV0997  HISTORY     - Date     Condition        Report By
 AV0997  HISTORY     - 1963     MONUMENTED       CGS
 AV0997  HISTORY     - 1988     GOOD             USPSQD
 AV0997  HISTORY     - 19900108 GOOD             MERRIC
 AV0997  HISTORY     - 19910910 GOOD             LADTD
 AV0997  HISTORY     - 19920323 GOOD
 AV0997  HISTORY     - 19930418 GOOD             LADTD
 AV0997  HISTORY     - 19980303 GOOD             NGS
 AV0997  HISTORY     - 19980303 GOOD             NGS
 AV0997  HISTORY     - 20030328 GOOD             USPSQD
 AV0997  HISTORY     - 20030929 GOOD             USPSQD
 AV0997  HISTORY     - 20050217 GOOD             USPSQD
 AV0997  HISTORY     - 20060502 GOOD             NGS
 AV0997
 AV0997                          STATION DESCRIPTION
 AV0997
 AV0997'DESCRIBED BY US POWER SQUADRON 1988 (GBW)
 AV0997'RECOVERED IN GOOD CONDITION.
 AV0997
 AV0997                          STATION RECOVERY (1990)
 AV0997
 AV0997'RECOVERY NOTE BY MERRICK AND COMPANY 1990
 AV0997'TO REACH THE STATION FROM THE INTERSECTION OF T.B.ELLISON PARKWAY AND
 AV0997'STATE HIGHWAY 82 ON PLEASURE ISLAND, PROCEED SOUTH ON STATE HIGHWAY 82
 AV0997'FOR 7.7 MILES TO THE SABINE LAKE CAUSEWAY BRIDGE.  THE MARKER IS ON
 AV0997'THE NORTH END OF THE EAST BRIDGE ABUTMENT.
 AV0997
 AV0997                          STATION RECOVERY (1991)
 AV0997
 AV0997'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AV0997'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF PORT
 AV0997'ARTHUR, TEXAS, AT THE SABINE PASS DRAW BRIDGE ON STATE HIGHWAY 82 AT
 AV0997'THE LOUISIANA-TEXAS STATE LINE, SET IN A DRILL HOLE IN THE NORTHEAST
 AV0997'END OF THE BRIDGE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 AV0997'AND DEVELOPMENT.
 AV0997'THE STATION IS 18.0 FT (5.5 M) NORTHEAST FROM THE CENTER OF THE
 AV0997'HIGHWAY, 2.5 FT (0.8 M) SOUTHEAST FROM THE NORTHEAST END OF THE
 AV0997'BRIDGE BASE, 2.5 FT (0.8 M) NORTH FROM THE NORTHEAST END OF THE IRON
 AV0997'RAILING, 3.5 FT (1.1 M) NORTHWEST FROM A FIBERGLASS WITNESS POST,
 AV0997'ABOUT LEVEL WITH THE HIGHWAY.
 AV0997
 AV0997                          STATION RECOVERY (1992)
 AV0997
 AV0997'RECOVERED 1992
 AV0997'RECOVERED IN GOOD CONDITION.
 AV0997
 AV0997                          STATION RECOVERY (1993)
 AV0997
 AV0997'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AV0997'RECOVERED IN GOOD CONDITION.
 AV0997
 AV0997                          STATION RECOVERY (1998)
 AV0997
 AV0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AV0997'RECOVERED AS DESCRIBED.
 AV0997
 AV0997                          STATION RECOVERY (1998)
 AV0997
 AV0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AV0997'RECOVERED AS DESCRIBED.
 AV0997
 AV0997                          STATION RECOVERY (2003)
 AV0997
 AV0997'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0997'RECOVERED IN GOOD CONDITION.
 AV0997
 AV0997                          STATION RECOVERY (2003)
 AV0997
 AV0997'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0997'RECOVERED IN GOOD CONDITION.
 AV0997
 AV0997                          STATION RECOVERY (2005)
 AV0997
 AV0997'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0997'RECOVERED IN GOOD CONDITION.
 AV0997
 AV0997                          STATION RECOVERY (2006)
 AV0997
 AV0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 AV0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4359 ***********************************************************************
 BJ4359  DESIGNATION -  PATTERSON
 BJ4359  PID         -  BJ4359
 BJ4359  STATE/COUNTY-  LA/LIVINGSTON
 BJ4359  USGS QUAD   -  FROST (1980)
 BJ4359
 BJ4359                         *CURRENT SURVEY CONTROL
 BJ4359  ___________________________________________________________________
 BJ4359* NAD 83(1992)-  30 23 27.98866(N)    090 37 41.84942(W)     ADJUSTED  
 BJ4359* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 BJ4359  ___________________________________________________________________
 BJ4359  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ4359  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ4359
 BJ4359  HORZ ORDER  -  FIRST
 BJ4359
 BJ4359.The horizontal coordinates were established by classical geodetic methods
 BJ4359.and adjusted by the National Geodetic Survey in January 1993..
 BJ4359
 BJ4359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4359
 BJ4359.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4359
 BJ4359.The geoid height was determined by GEOID03.
 BJ4359
 BJ4359;                    North         East     Units Scale Factor Converg.
 BJ4359;SPC LA S     -   209,828.533 1,067,754.638   MT  0.99994886   +0 21 09.1
 BJ4359;SPC LA S     -   688,412.45  3,503,125.01   sFT  0.99994886   +0 21 09.1
 BJ4359;UTM  15      - 3,364,511.435   727,875.506   MT  1.00024066   +1 12 01.3
 BJ4359
 BJ4359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4359!SPC LA S     -   1.00000369  x   0.99994886  =   0.99995255
 BJ4359!UTM  15      -   1.00000369  x   1.00024066  =   1.00024435
 BJ4359
 BJ4359|---------------------------------------------------------------------|
 BJ4359| PID    Reference Object                     Distance      Geod. Az  |
 BJ4359|                                                           dddmmss.s |
 BJ4359| CW2169 PATTERSON RM 1                       29.327 METERS 03924     |
 BJ4359| CW2170 PATTERSON RM 2                       29.430 METERS 15744     |
 BJ4359| BJ4355 MAUREPAS UNITED GAS MAST            APPROX.11.0 KM 1901921.1 |
 BJ4359| BJ4356 RATCLIFF                            APPROX.10.0 KM 2195519.6 |
 BJ4359| BJ4360 SPRINGVILLE LOT                     APPROX. 6.0 KM 3321219.8 |
 BJ4359|---------------------------------------------------------------------|
 BJ4359
 BJ4359                          SUPERSEDED SURVEY CONTROL
 BJ4359
 BJ4359  NAD 83(1986)-  30 23 28.00533(N)    090 37 41.84778(W) AD(       ) 1
 BJ4359  NAD 27      -  30 23 27.30963(N)    090 37 41.51704(W) AD(       ) 1
 BJ4359  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 BJ4359
 BJ4359.Superseded values are not recommended for survey control.
 BJ4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4359.See file dsdata.txt to determine how the superseded data were derived.
 BJ4359
 BJ4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2787664511(NAD 83)
 BJ4359_MARKER: DS = TRIANGULATION STATION DISK
 BJ4359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4359_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4359
 BJ4359  HISTORY     - Date     Condition        Report By
 BJ4359  HISTORY     - 1973     MONUMENTED       NGS
 BJ4359
 BJ4359                          STATION DESCRIPTION
 BJ4359
 BJ4359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4359'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS. TENSION.
 BJ4359'
 BJ4359'NO MEASUREMENTS BETWEEN THE RMS DUE TO FENCE LINE.
 BJ4359'
 BJ4359'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BJ4359'
 BJ4359'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF DENSON, 8 MILES
 BJ4359'SOUTH-SOUTHEAST OF HOLDEN, 5 MILES SOUTHWEST OF SPRINGFIELD AND ON
 BJ4359'LAND OWNED BY MR. CALVIN PATTERSON, ROUTE 1, BOX S38A, HAMMOND,
 BJ4359'LOUISIANA.  TELEPHONE NUMBER 294-5052.
 BJ4359'
 BJ4359'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD, GO SOUTH
 BJ4359'AND WEST ON STATE HIGHWAY 1037 FOR 6.15 MILES TO THE WOODLAND BAPTIST
 BJ4359'CHURCH ON THE RIGHT AND A PAVED ROAD LEFT.  TURN LEFT AND GO
 BJ4359'WESTERLY ON THE PAVED ROAD FOR 0.45 MILE TO A TIN SHED, CONTINUE
 BJ4359'AHEAD WESTERLY PASSING TO THE RIGHT OF THE TIN SHED FOR 0.05 MILE TO
 BJ4359'THE STATION.
 BJ4359'
 BJ4359'STATION MARKS ARE STANDARD DISKS STAMPED PATTERSON 1973.  THE SURFACE
 BJ4359'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4359'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 65.7 FEET
 BJ4359'WEST-SOUTHWEST OF A 30-INCH PECAN TREE AND 50 FEET WEST OF A WIRE
 BJ4359'FENCE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BJ4359'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4359'
 BJ4359'REFERENCE MARK 1, A STANDARD DISK STAMPED PATTERSON NO 1 1973, IS SET
 BJ4359'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 BJ4359'INCHES BELOW THE GROUND SURFACE.  IT IS 32 FEET NORTH OF A WIRE GATE,
 BJ4359'1.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A WIRE
 BJ4359'FENCE.
 BJ4359'
 BJ4359'REFERENCE MARK 2, A STANDARD DISK STAMPED PATTERSON NO 2 1973, IS SET
 BJ4359'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4359'WITH THE GROUND SURFACE.  IT IS 51 FEET WEST-SOUTHWEST OF THE
 BJ4359'NORTHWEST CORNER OF A BRICK HOUSE, 1.3 FEET NORTHWEST OF A METAL
 BJ4359'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
 BJ4359'
 BJ4359'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2390 ***********************************************************************
 AU2390  DESIGNATION -  PATTERSON AIRPORT BEACON
 AU2390  PID         -  AU2390
 AU2390  STATE/COUNTY-  LA/ST MARY
 AU2390  USGS QUAD   -  PATTERSON (1994)
 AU2390
 AU2390                         *CURRENT SURVEY CONTROL
 AU2390  ___________________________________________________________________
 AU2390* NAD 83(1992)-  29 42 44.97850(N)    091 20 21.44623(W)     ADJUSTED  
 AU2390* NAVD 88     -                                                        
 AU2390  **This station is located in a subsidence area (see below).
 AU2390  ___________________________________________________________________
 AU2390  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2390  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU2390
 AU2390  HORZ ORDER  -  THIRD
 AU2390
 AU2390.This mark is at Harry P Williams Mem Airport (PTN)
 AU2390
 AU2390.The horizontal coordinates were established by classical geodetic methods
 AU2390.and adjusted by the National Geodetic Survey in January 1993..
 AU2390
 AU2390 ** The orthometric height has not been validated since last determined
 AU2390 ** by differential leveling and should not be used for control purposes.
 AU2390 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2390 ** area with valid NAVD 88 orthometric heights.
 AU2390 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2390 ** epoch indicated which incorporates improved geoid heights for the
 AU2390 ** Southern Louisiana Subsidence area.
 AU2390 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2390
 AU2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2390
 AU2390.The geoid height was determined by GEOID03.
 AU2390
 AU2390;                    North         East     Units Scale Factor Converg.
 AU2390;SPC LA S     -   134,398.616   999,423.590   MT  0.99993833   -0 00 10.7
 AU2390;SPC LA S     -   440,939.46  3,278,942.23   sFT  0.99993833   -0 00 10.7
 AU2390;UTM  15      - 3,288,082.181   660,642.784   MT  0.99991841   +0 49 23.9
 AU2390
 AU2390                          SUPERSEDED SURVEY CONTROL
 AU2390
 AU2390  NAD 83(1986)-  29 42 45.00143(N)    091 20 21.44290(W) AD(       ) 4
 AU2390  NAD 27      -  29 42 44.25469(N)    091 20 21.06317(W) AD(       ) 3
 AU2390
 AU2390.Superseded values are not recommended for survey control.
 AU2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2390.See file dsdata.txt to determine how the superseded data were derived.
 AU2390
 AU2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6064388082(NAD 83)
 AU2390_MARKER: 21 = AIRPORT BEACON
 AU2390
 AU2390  HISTORY     - Date     Condition        Report By
 AU2390  HISTORY     - 1989     FIRST OBSERVED   NGS
 AU2390  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AU2390  HISTORY     - 1985     GOOD             LOCENG
 AU2390  HISTORY     - 19850508 GOOD             NGS
 AU2390  HISTORY     - 19890615 GOOD             NGS
 AU2390
 AU2390                          STATION DESCRIPTION
 AU2390
 AU2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2390'RECOVERED.  THE STATION IS ABOUT 3-1/2 MILES W OF PATTERSON ON
 AU2390'HIGHWAY 90, AT THE HARRY P. WILLIAMS AIRPORT.  THE STATION IS A
 AU2390'SKELETON STEEL TOWER, ON WHICH WAS MOUNTED AN AIRPORT BEACON.  THE
 AU2390'BEACON HAS BEEN REMOVED AND ABOUT 25 FEET OF THE TOWER REMAINS IN
 AU2390'GOOD CONDITION.
 AU2390
 AU2390                          STATION RECOVERY (1985)
 AU2390
 AU2390'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (RJW)
 AU2390'N/A FOUND GOOD.
 AU2390'
 AU2390'THE MARK WAS RECOVERED IN GOOD CONDITION.  THIS MARK IS IN THE SAME
 AU2390'POSITION AS USC AND GS BM F168 1955.
 AU2390
 AU2390                          STATION RECOVERY (1985)
 AU2390
 AU2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (RJW)
 AU2390'RECOVERED IN GOOD CONDITION.
 AU2390
 AU2390                          STATION RECOVERY (1989)
 AU2390
 AU2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AU2390'STATION IS LOCATED AT THE WEST SIDE OF THE AIRPORT BEHIND THE LARGEST
 AU2390'HANGAR AT THE NORTH END OF THE WEST RAMP.  IT IS A SMALL YELLOW BEACON
 AU2390'LIGHT FLASHING GREEN AND WHITE ATOP A SKELETAL STEEL TOWER ABOUT 70 FT
 AU2390'(21.3 M) TALL.  THE POINT OBSERVED WAS THE SPINDLE DIRECTLY BELOW THE
 AU2390'LAMP PORTION OF THE BEACON.  BM F 168 1955 IS LOCATED DIRECTLY BENEATH
 AU2390'THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2379 ***********************************************************************
 AU2379  DESIGNATION -  PATTERSON ST JOSEPHS CATH CH
 AU2379  PID         -  AU2379
 AU2379  STATE/COUNTY-  LA/ST MARY
 AU2379  USGS QUAD   -  PATTERSON (1994)
 AU2379
 AU2379                         *CURRENT SURVEY CONTROL
 AU2379  ___________________________________________________________________
 AU2379* NAD 83(1992)-  29 41 32.75760(N)    091 18 13.11892(W)     ADJUSTED  
 AU2379* NAVD 88     -                                                        
 AU2379  **This station is located in a subsidence area (see below).
 AU2379  ___________________________________________________________________
 AU2379  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2379  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU2379
 AU2379  HORZ ORDER  -  THIRD
 AU2379
 AU2379.The horizontal coordinates were established by classical geodetic methods
 AU2379.and adjusted by the National Geodetic Survey in January 1993..
 AU2379
 AU2379 ** The orthometric height has not been validated since last determined
 AU2379 ** by differential leveling and should not be used for control purposes.
 AU2379 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2379 ** area with valid NAVD 88 orthometric heights.
 AU2379 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2379 ** epoch indicated which incorporates improved geoid heights for the
 AU2379 ** Southern Louisiana Subsidence area.
 AU2379 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2379
 AU2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2379
 AU2379.The geoid height was determined by GEOID03.
 AU2379
 AU2379;                    North         East     Units Scale Factor Converg.
 AU2379;SPC LA S     -   132,175.358 1,002,873.220   MT  0.99994014   +0 00 53.4
 AU2379;SPC LA S     -   433,645.32  3,290,259.89   sFT  0.99994014   +0 00 53.4
 AU2379;UTM  15      - 3,285,908.911   664,124.056   MT  0.99993236   +0 50 25.7
 AU2379
 AU2379                          SUPERSEDED SURVEY CONTROL
 AU2379
 AU2379  NAD 83(1986)-  29 41 32.78252(N)    091 18 13.11759(W) AD(       ) 4
 AU2379  NAD 27      -  29 41 32.03321(N)    091 18 12.74108(W) AD(       ) 3
 AU2379
 AU2379.Superseded values are not recommended for survey control.
 AU2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2379.See file dsdata.txt to determine how the superseded data were derived.
 AU2379
 AU2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6412485909(NAD 83)
 AU2379_MARKER: 90 = CHURCH SPIRE
 AU2379
 AU2379  HISTORY     - Date     Condition        Report By
 AU2379  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU2379  HISTORY     - 1947     GOOD             CGS
 AU2379  HISTORY     - 1948     GOOD             CGS
 AU2379  HISTORY     - 1957     GOOD             CGS
 AU2379
 AU2379                          STATION DESCRIPTION
 AU2379
 AU2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2379'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ASSUMED
 AU2379'THAT THE STATION IS THE FINIAL ON THE TOP OF THE SPIRE OF
 AU2379'THE ST. JOSEPH CHURCH WHICH IS LOCATED IN THE CENTER OF THE
 AU2379'TOWN, 1 BLOCK W OF U.S. HIGHWAY 90 WHICH IS ALSO THE MAIN STREET
 AU2379'OF THE TOWN.  LOCAL INFORMATION INDICATED THAT THE SPIRE AND
 AU2379'FINIAL HAVE REMAINED UNDISTURBED SINCE 1931.
 AU2379
 AU2379                          STATION RECOVERY (1948)
 AU2379
 AU2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2379'STATION RECOVERED IN GOOD CONDITION.  1947 DESCRIPTION IS
 AU2379'ADEQUATE AND COMPLETE.
 AU2379
 AU2379                          STATION RECOVERY (1957)
 AU2379
 AU2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2379'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTES
 AU2379'R.A.G. IN 1947 AND C.W.C. IN 1948 ARE VERIFIED.  THE SPIRE
 AU2379'IS 90 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2917 ***********************************************************************
 BK2917  DESIGNATION -  PAUL
 BK2917  PID         -  BK2917
 BK2917  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2917  USGS QUAD   -  JENNINGS (1993)
 BK2917
 BK2917                         *CURRENT SURVEY CONTROL
 BK2917  ___________________________________________________________________
 BK2917* NAD 83(1992)-  30 08 59.35289(N)    092 40 20.09571(W)     ADJUSTED  
 BK2917* NAVD 88     -         5.9  **(meters)      19.   **(feet)  VERTCON   
 BK2917  **This station is located in a subsidence area (see below).
 BK2917  ___________________________________________________________________
 BK2917  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BK2917  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2917
 BK2917  HORZ ORDER  -  SECOND
 BK2917
 BK2917.The horizontal coordinates were established by classical geodetic methods
 BK2917.and adjusted by the National Geodetic Survey in January 1993..
 BK2917
 BK2917 ** The orthometric height has not been validated since last determined
 BK2917 ** by differential leveling and should not be used for control purposes.
 BK2917 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2917 ** area with valid NAVD 88 orthometric heights.
 BK2917 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2917 ** epoch indicated which incorporates improved geoid heights for the
 BK2917 ** Southern Louisiana Subsidence area.
 BK2917 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2917.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2917
 BK2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2917
 BK2917.The geoid height was determined by GEOID03.
 BK2917
 BK2917;                    North         East     Units Scale Factor Converg.
 BK2917;SPC LA S     -   183,626.874   871,019.598   MT  0.99992911   -0 40 10.1
 BK2917;SPC LA S     -   602,449.17  2,857,670.13   sFT  0.99992911   -0 40 10.1
 BK2917;UTM  15      - 3,335,432.182   531,563.339   MT  0.99961229   +0 09 52.6
 BK2917
 BK2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2917!SPC LA S     -   1.00000334  x   0.99992911  =   0.99993245
 BK2917!UTM  15      -   1.00000334  x   0.99961229  =   0.99961563
 BK2917
 BK2917|---------------------------------------------------------------------|
 BK2917| PID    Reference Object                     Distance      Geod. Az  |
 BK2917|                                                           dddmmss.s |
 BK2917| CW2171 PAUL RM 2                            15.328 METERS 00151     |
 BK2917| BK2912 JENNINGS S MUNICIPAL TANK           APPROX. 7.8 KM 0095344.3 |
 BK2917| BK2918 PAUL LDH 1974 RM 1                   15.547 METERS 23039     |
 BK2917| CV9648 27 V 7                                             3595418.3 |
 BK2917|---------------------------------------------------------------------|
 BK2917
 BK2917                          SUPERSEDED SURVEY CONTROL
 BK2917
 BK2917  NAD 83(1986)-  30 08 59.37326(N)    092 40 20.09024(W) AD(       ) 2
 BK2917  NAD 27      -  30 08 58.62144(N)    092 40 19.57935(W) AD(       ) 2
 BK2917  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 BK2917
 BK2917.Superseded values are not recommended for survey control.
 BK2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2917.See file dsdata.txt to determine how the superseded data were derived.
 BK2917
 BK2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3156335432(NAD 83)
 BK2917_MARKER: DS = TRIANGULATION STATION DISK
 BK2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2917
 BK2917  HISTORY     - Date     Condition        Report By
 BK2917  HISTORY     - 1974     MONUMENTED       LADH
 BK2917  HISTORY     - 19981017 GOOD             USPSQD
 BK2917
 BK2917                          STATION DESCRIPTION
 BK2917
 BK2917'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2917'THE STATION IS LOCATED 8 MILES SOUTHEAST OF WELSH, 5 MILES SOUTH OF
 BK2917'JENNINGS, AND 10 MILES SOUTHWEST OF EGAN, IN THE SOUTHEAST QUARTER
 BK2917'OF SECTION 26, T10S, R3W, AND ON THE PROPERTY OWNED BY MRS. PAUL
 BK2917'AGUILLARD, RURAL ROUTE, JENNINGS, LA.
 BK2917'
 BK2917'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD DEPOT IN
 BK2917'JENNINGS, DRIVE SOUTH ALONG STATE HIGHWAY 26 FOR 5.3 MILES TO A
 BK2917'BRICK HOUSE ON THE RIGHT AND WEST OF THE HIGHWAY.  THE STATION IS
 BK2917'SET NEAR THE NORTHEAST CORNER OF THE HOUSE AND UNDER SOME LARGE OAK
 BK2917'TREES.
 BK2917'
 BK2917'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG STATE
 BK2917'HIGHWAY 26 FOR 0.6 MILE, THE MARK IS SET ON THE LEFT AND WEST OF THE
 BK2917'HIGHWAY NEAR A FENCE AND A SHELL ROAD.
 BK2917'
 BK2917'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2917'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2917'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2917'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2917'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2917'STAMPED PAUL 1974.  THE MARK IS 114 FEET EAST OF THE NORTHEAST
 BK2917'CORNER OF THE RESIDENCE OF MRS. PAUL AGUILLARD, 47 FEET WEST OF THE
 BK2917'CENTER OF STATE HIGHWAY 26, 15.5 FEET NORTH OF A 50 INCH OAK TREE,
 BK2917'15 FEET SOUTH OF A 50 INCH OAK TREE AND 3 FEET WEST OF A METAL
 BK2917'WITNESS POST AND SIGN.
 BK2917'
 BK2917'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2917'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2917'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2917'STAMPED PAUL RM 1 1974.  IT IS 87 FEET WEST OF THE CENTER OF STATE
 BK2917'HIGHWAY 26, 78 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 BK2917'35 FEET NORTH OF THE CENTER OF A SHELL DRIVE AND 25 FEET SOUTHWEST
 BK2917'OF A 40 INCH OAK TREE.
 BK2917'
 BK2917'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2917'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2917'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2917'STAMPED PAUL RM 2 1974.  IT IS 124 FEET EAST-NORTHEAST OF THE
 BK2917'NORTHEAST CORNER OF A HOUSE, 46 FEET WEST OF THE CENTER OF STATE
 BK2917'HIGHWAY 26, 40 FEET SOUTH OF A FENCE AND 15 FEET NORTHEAST OF A
 BK2917'40 INCH OAK TREE.
 BK2917'
 BK2917'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2917'U. S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN TOP OF A
 BK2917'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 BK2917'IS STAMPED 27V7 1968.  IT IS 64 FEET WEST OF THE CENTER OF STATE
 BK2917'HIGHWAY 26, 15.5 FEET WEST OF A FENCE CORNER, 11 FEET NORTH OF THE
 BK2917'CENTER OF A SHELL DRIVE, 1 FOOT NORTH OF A FENCE AND 1 FOOT EAST OF
 BK2917'A METAL WITNESS POST AND SIGN.
 BK2917'
 BK2917'NEAREST TOWN--JENNINGS.
 BK2917
 BK2917                          STATION RECOVERY (1998)
 BK2917
 BK2917'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4411 ***********************************************************************
 BJ4411  DESIGNATION -  PAULINA CONVENT WATER TANK
 BJ4411  PID         -  BJ4411
 BJ4411  STATE/COUNTY-  LA/ST JAMES
 BJ4411  USGS QUAD   -  LUTCHER (1994)
 BJ4411
 BJ4411                         *CURRENT SURVEY CONTROL
 BJ4411  ___________________________________________________________________
 BJ4411* NAD 83(1992)-  30 01 20.87620(N)    090 44 29.23330(W)     ADJUSTED  
 BJ4411* NAVD 88     -                                                        
 BJ4411  **This station is located in a subsidence area (see below).
 BJ4411  ___________________________________________________________________
 BJ4411  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4411  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BJ4411
 BJ4411  HORZ ORDER  -  THIRD
 BJ4411
 BJ4411.The horizontal coordinates were established by classical geodetic methods
 BJ4411.and adjusted by the National Geodetic Survey in January 1993..
 BJ4411
 BJ4411 ** The orthometric height has not been validated since last determined
 BJ4411 ** by differential leveling and should not be used for control purposes.
 BJ4411 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4411 ** area with valid NAVD 88 orthometric heights.
 BJ4411 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4411 ** epoch indicated which incorporates improved geoid heights for the
 BJ4411 ** Southern Louisiana Subsidence area.
 BJ4411 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4411
 BJ4411.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4411
 BJ4411.The geoid height was determined by GEOID03.
 BJ4411
 BJ4411;                    North         East     Units Scale Factor Converg.
 BJ4411;SPC LA S     -   168,904.045 1,057,090.908   MT  0.99992582   +0 17 45.4
 BJ4411;SPC LA S     -   554,146.02  3,468,139.09   sFT  0.99992582   +0 17 45.4
 BJ4411;UTM  15      - 3,323,423.364   717,810.857   MT  1.00018535   +1 07 49.7
 BJ4411
 BJ4411                          SUPERSEDED SURVEY CONTROL
 BJ4411
 BJ4411  NAD 83(1986)-  30 01 20.89371(N)    090 44 29.23390(W) AD(       ) 4
 BJ4411  NAD 27      -  30 01 20.16507(N)    090 44 28.90487(W) AD(       ) 3
 BJ4411
 BJ4411.Superseded values are not recommended for survey control.
 BJ4411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4411.See file dsdata.txt to determine how the superseded data were derived.
 BJ4411
 BJ4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1781123423(NAD 83)
 BJ4411_MARKER: 53 = ELEVATED TANK
 BJ4411
 BJ4411  HISTORY     - Date     Condition        Report By
 BJ4411  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4411
 BJ4411                          STATION DESCRIPTION
 BJ4411
 BJ4411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4411'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE PAULINA-CONVENT,
 BJ4411'ST. JAMES PARISH UTILITIES, WATER TANK THAT IS LOCATED 2 MILES
 BJ4411'WEST OF PAULINA, 1.3 MILES SOUTH-SOUTHEAST OF GRAND POINT AND 0.2
 BJ4411'NORTH OF THE MISSISSIPPI RIVER.  IT IS SPHERICAL IN SHAPE,
 BJ4411'SUPPORTED BY FOUR TUBULAR STEEL LEGS AND PAINTED ALUMINUM IN COLOR
 BJ4411'WITH CONVENT-PAULINA IN BLACK LETTERING.  THE OVERALL HEIGHT
 BJ4411'BEING 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4401 ***********************************************************************
 BJ4401  DESIGNATION -  PAULINA ST JOSEPHS CH SPIRE
 BJ4401  PID         -  BJ4401
 BJ4401  STATE/COUNTY-  LA/ST JAMES
 BJ4401  USGS QUAD   -  LUTCHER (1994)
 BJ4401
 BJ4401                         *CURRENT SURVEY CONTROL
 BJ4401  ___________________________________________________________________
 BJ4401* NAD 83(1992)-  30 01 42.43684(N)    090 42 44.90359(W)     ADJUSTED  
 BJ4401* NAVD 88     -                                                        
 BJ4401  **This station is located in a subsidence area (see below).
 BJ4401  ___________________________________________________________________
 BJ4401  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4401  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BJ4401
 BJ4401  HORZ ORDER  -  THIRD
 BJ4401
 BJ4401.The horizontal coordinates were established by classical geodetic methods
 BJ4401.and adjusted by the National Geodetic Survey in January 1993..
 BJ4401
 BJ4401 ** The orthometric height has not been validated since last determined
 BJ4401 ** by differential leveling and should not be used for control purposes.
 BJ4401 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4401 ** area with valid NAVD 88 orthometric heights.
 BJ4401 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4401 ** epoch indicated which incorporates improved geoid heights for the
 BJ4401 ** Southern Louisiana Subsidence area.
 BJ4401 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4401
 BJ4401.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4401
 BJ4401.The geoid height was determined by GEOID03.
 BJ4401
 BJ4401;                    North         East     Units Scale Factor Converg.
 BJ4401;SPC LA S     -   169,582.683 1,059,882.653   MT  0.99992586   +0 18 37.6
 BJ4401;SPC LA S     -   556,372.52  3,477,298.34   sFT  0.99992586   +0 18 37.6
 BJ4401;UTM  15      - 3,324,142.790   720,593.162   MT  1.00020040   +1 08 42.8
 BJ4401
 BJ4401                          SUPERSEDED SURVEY CONTROL
 BJ4401
 BJ4401  NAD 83(1986)-  30 01 42.45378(N)    090 42 44.90507(W) AD(       ) 4
 BJ4401  NAD 27      -  30 01 41.72466(N)    090 42 44.57258(W) AD(       ) 3
 BJ4401
 BJ4401.Superseded values are not recommended for survey control.
 BJ4401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4401.See file dsdata.txt to determine how the superseded data were derived.
 BJ4401
 BJ4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2059324143(NAD 83)
 BJ4401_MARKER: 90 = CHURCH SPIRE
 BJ4401
 BJ4401  HISTORY     - Date     Condition        Report By
 BJ4401  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4401  HISTORY     - 1955     GOOD             CGS
 BJ4401
 BJ4401                          STATION DESCRIPTION
 BJ4401
 BJ4401'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4401'THE STATION IS
 BJ4401'LOCATED AT PAULINA, 1 MI. W ALONG STATE HIGHWAY 1 FROM THE
 BJ4401'INTERSECTION OF STATE HIGHWAYS 1 AND 243 IN LUTCHER.  IT
 BJ4401'IS A WHITE CHURCH WITH THE SPIRE ON THE S END OF THE BUILDING
 BJ4401'AND IS ABOUT 65 FT. HIGH.
 BJ4401'
 BJ4401'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0098 ***********************************************************************
 BJ0098  DESIGNATION -  PAYNES BOLT
 BJ0098  PID         -  BJ0098
 BJ0098  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0098  USGS QUAD   -  WALLS (1994)
 BJ0098
 BJ0098                         *CURRENT SURVEY CONTROL
 BJ0098  ___________________________________________________________________
 BJ0098* NAD 83(1986)-  30 31 14.     (N)    091 17 53.     (W)     SCALED    
 BJ0098* NAVD 88     -         7.751  (meters)      25.43   (feet)  ADJUSTED  
 BJ0098  ___________________________________________________________________
 BJ0098  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0098  DYNAMIC HT  -           7.741 (meters)      25.40  (feet)  COMP
 BJ0098  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ0098
 BJ0098  VERT ORDER  -  FIRST     CLASS I
 BJ0098
 BJ0098.The horizontal coordinates were scaled from a topographic map and have
 BJ0098.an estimated accuracy of +/- 6 seconds.
 BJ0098
 BJ0098.The orthometric height was determined by differential leveling
 BJ0098.and adjusted by the National Geodetic Survey in February 1994..
 BJ0098
 BJ0098.The geoid height was determined by GEOID03.
 BJ0098
 BJ0098.The dynamic height is computed by dividing the NAVD 88
 BJ0098.geopotential number by the normal gravity value computed on the
 BJ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0098.degrees latitude (g = 980.6199 gals.).
 BJ0098
 BJ0098.The modeled gravity was interpolated from observed gravity values.
 BJ0098
 BJ0098;                    North         East    Units  Estimated Accuracy
 BJ0098;SPC LA S     -   223,970.    1,003,390.      MT  (+/- 180 meters Scaled)
 BJ0098
 BJ0098                          SUPERSEDED SURVEY CONTROL
 BJ0098
 BJ0098  NAVD 88 (06/15/91)    7.776  (m)           25.51   (f) UNKNOWN     1 1
 BJ0098  NGVD 29 (??/??/??)    7.739  (m)           25.39   (f) ADJUSTED    1 1
 BJ0098
 BJ0098.Superseded values are not recommended for survey control.
 BJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0098.See file dsdata.txt to determine how the superseded data were derived.
 BJ0098
 BJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP632777(NAD 83)
 BJ0098_MARKER: B = BOLT
 BJ0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0098_STAMPING: PBM PAYNES
 BJ0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0098
 BJ0098  HISTORY     - Date     Condition        Report By
 BJ0098  HISTORY     - UNK      MONUMENTED       DOD
 BJ0098  HISTORY     - 1964     GOOD             CGS
 BJ0098  HISTORY     - 1976     GOOD             NGS
 BJ0098
 BJ0098                          STATION DESCRIPTION
 BJ0098
 BJ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0098'1.45 MI S FROM DEVALL.
 BJ0098'ABOUT 1.35 MILES SOUTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0098'ELEMENTARY SCHOOL AT DEVALL, THENCE 0.1 MILE WEST ALONG A GRAVELED
 BJ0098'ROAD, 359 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 354 FEET WEST OF
 BJ0098'THE CENTER LINE OF STATE HIGHWAY 415, 44 FEET SOUTH OF A LONE 12-INCH
 BJ0098'SYCAMORE TREE, 321 FEET WEST OF A POWER POLE BEARING A TRANSFORMER,
 BJ0098'1.5 FEET WEST OF A WOODEN WITNESS POST, A COPPER BOLT SET IN CONCRETE
 BJ0098'ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0098'THROUGH A 5-INCH CAST IRON PIPE BEARING A CAP WHICH PROJECTS 1 FOOT
 BJ0098'ABOVE THE LEVEL OF THE GROUND.
 BJ0098
 BJ0098                          STATION RECOVERY (1976)
 BJ0098
 BJ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0098'1.45 MILES SOUTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0098'SCHOOL, THENCE 0.1 MILE WEST ALONG A PRIVATE DRIVE, AT WEST END
 BJ0098'OF THE DRIVEWAY, 29 FT SOUTH OF THE EXTENDED CENTER LINE OF DRIVE,
 BJ0098'354 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 44 FT SOUTH OF A
 BJ0098'LONE SYCAUORE TREE, 321 FT WEST OF A POWER LINE POLE WITH A
 BJ0098'TRANSFORMER, A COPPER BOLT SET IN CONCRETE 2.5 FT UNDER GROUND
 BJ0098'ENCASED IN A 5-INCH IRON PIPE AND CAP PROJECTING 160 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1854 ***********************************************************************
 BJ1854  DESIGNATION -  PAYNES CAP
 BJ1854  PID         -  BJ1854
 BJ1854  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1854  USGS QUAD   -  WALLS (1994)
 BJ1854
 BJ1854                         *CURRENT SURVEY CONTROL
 BJ1854  ___________________________________________________________________
 BJ1854* NAD 83(1986)-  30 31 14.     (N)    091 17 52.     (W)     SCALED    
 BJ1854* NAVD 88     -         8.97   (+/-2cm)      29.4    (feet)  VERTCON   
 BJ1854  ___________________________________________________________________
 BJ1854  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ1854
 BJ1854  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1854
 BJ1854.The horizontal coordinates were scaled from a topographic map and have
 BJ1854.an estimated accuracy of +/- 6 seconds.
 BJ1854
 BJ1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1854.The vertical order pertains to the NGVD 29 superseded value.
 BJ1854
 BJ1854.The geoid height was determined by GEOID03.
 BJ1854
 BJ1854;                    North         East    Units  Estimated Accuracy
 BJ1854;SPC LA S     -   223,970.    1,003,410.      MT  (+/- 180 meters Scaled)
 BJ1854
 BJ1854                          SUPERSEDED SURVEY CONTROL
 BJ1854
 BJ1854  NGVD 29 (??/??/??)    8.965  (m)           29.41   (f) ADJUSTED    1 2
 BJ1854
 BJ1854.Superseded values are not recommended for survey control.
 BJ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1854.See file dsdata.txt to determine how the superseded data were derived.
 BJ1854
 BJ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP633777(NAD 83)
 BJ1854_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1854_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1854_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1854_STAMPING: PBM PAYNES
 BJ1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1854
 BJ1854  HISTORY     - Date     Condition        Report By
 BJ1854  HISTORY     - UNK      MONUMENTED       DOD
 BJ1854  HISTORY     - 1964     GOOD             CGS
 BJ1854
 BJ1854                          STATION DESCRIPTION
 BJ1854
 BJ1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1854'1.45 MI S FROM DEVALL.
 BJ1854'ABOUT 1.35 MILES SOUTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ1854'ELEMENTARY SCHOOL AT DEVALL, THENCE 0.1 MILE WEST ALONG A GRAVELED
 BJ1854'ROAD, 359 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 354 FEET WEST OF
 BJ1854'THE CENTER LINE OF STATE HIGHWAY 415, 44 FEET SOUTH OF A LONE 12-INCH
 BJ1854'SYCAMORE TREE, 321 FEET WEST OF A POWER POLE BEARING A TRANSFORMER,
 BJ1854'1.5 FEET WEST OF A WOODEN WITNESS POST.  A 5-INCH CAST IRON PIPE
 BJ1854'BEARING A CAP WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2709 ***********************************************************************
 BJ2709  DESIGNATION -  PBM BOLT USE RESET 1966
 BJ2709  PID         -  BJ2709
 BJ2709  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2709  USGS QUAD   -  SIMMESPORT (1969)
 BJ2709
 BJ2709                         *CURRENT SURVEY CONTROL
 BJ2709  ___________________________________________________________________
 BJ2709* NAD 83(1986)-  30 54 10.     (N)    091 47 20.     (W)     SCALED    
 BJ2709* NAVD 88     -        11.29   (+/-2cm)      37.0    (feet)  VERTCON   
 BJ2709  ___________________________________________________________________
 BJ2709  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ2709
 BJ2709  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2709
 BJ2709.The horizontal coordinates were scaled from a topographic map and have
 BJ2709.an estimated accuracy of +/- 6 seconds.
 BJ2709
 BJ2709.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2709.The vertical order pertains to the NGVD 29 superseded value.
 BJ2709
 BJ2709.The geoid height was determined by GEOID03.
 BJ2709
 BJ2709;                    North         East    Units  Estimated Accuracy
 BJ2709;SPC LA S     -   266,430.      956,450.      MT  (+/- 180 meters Scaled)
 BJ2709
 BJ2709                          SUPERSEDED SURVEY CONTROL
 BJ2709
 BJ2709  NGVD 29 (??/??/??)   11.277  (m)           37.00   (f) ADJUSTED    1 2
 BJ2709
 BJ2709.Superseded values are not recommended for survey control.
 BJ2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2709.See file dsdata.txt to determine how the superseded data were derived.
 BJ2709
 BJ2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ157194(NAD 83)
 BJ2709_MARKER: B = BOLT
 BJ2709_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2709_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2709_STAMPING: PBM 1929 RESET
 BJ2709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2709
 BJ2709  HISTORY     - Date     Condition        Report By
 BJ2709  HISTORY     - 1929     MONUMENTED       DOD
 BJ2709  HISTORY     - 1966     GOOD             CGS
 BJ2709
 BJ2709                          STATION DESCRIPTION
 BJ2709
 BJ2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2709'6.1 MI S FROM SIMMESPORT.
 BJ2709'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2709'SIMMESPORT, THENCE 5.3 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ2709'11, T 2 S, R 7 E, ABOUT 0.6 MILE NORTH OF THE JACOBY BAPTIST CHURCH
 BJ2709'AND CEMETERY, ABOUT 0.1 MILE NORTH OF A CURVE IN THE ROAD, 144 FEET
 BJ2709'NORTH OF AN OLD HOUSE WITH IMITATION BRICK SIDING, 70 FEET EAST OF THE
 BJ2709'CENTER LINE OF THE ROAD, 103 FEET EAST OF AND ACROSS THE ROAD FROM
 BJ2709'TELEPHONE POLE NUMBER 29, 31 FEET EAST OF A RIGHT-OF-WAY FENCE, 13
 BJ2709'FEET WEST OF A FENCE, 31.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 BJ2709'FEET BELOW THE LEVEL OF THE ROAD, A BRASS CAP ON THE TOP OF A 5-INCH
 BJ2709'IRON PIPE, ACCESS TO COPPER BOLT 3 FEET UNDERGROUND IS HAD THROUGH THE
 BJ2709'PIPE.  NOTE-- THIS PIPE WAS CLEANED OUT AND A NEW BOLT WAS INSTALLED
 BJ2709'IN THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3815 ***********************************************************************
 DH3815  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3815  DESIGNATION -  PBM BULLY CAMP
 DH3815  PID         -  DH3815
 DH3815  STATE/COUNTY-  LA/LAFOURCHE
 DH3815  USGS QUAD   -  GOLDEN MEADOW (1994)
 DH3815
 DH3815                         *CURRENT SURVEY CONTROL
 DH3815  ___________________________________________________________________
 DH3815* NAD 83(1992)-  29 28 17.34122(N)    090 20 28.48013(W)     ADJUSTED  
 DH3815* NAVD 88     -         0.60 **(meters)       2.0  **(feet)  GPS OBS(2004.65)
 DH3815  **This station is located in a subsidence area (see below).
 DH3815  ___________________________________________________________________
 DH3815  EPOCH DATE  -        2004.65
 DH3815  X           -     -33,098.154 (meters)                     COMP
 DH3815  Y           -  -5,557,195.039 (meters)                     COMP
 DH3815  Z           -   3,119,491.343 (meters)                     COMP
 DH3815  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DH3815  ELLIP HEIGHT-         -24.25  (meters)          (06/22/05) GPS OBS
 DH3815  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 DH3815
 DH3815  HORZ ORDER  -  B
 DH3815  ELLP ORDER  -  FOURTH    CLASS I
 DH3815
 DH3815.The horizontal coordinates were established by GPS observations
 DH3815.and adjusted by the National Geodetic Survey in June 2005..
 DH3815.The horizontal coordinates are valid at the epoch date displayed above.
 DH3815.The epoch date for horizontal control is a decimal equivalence
 DH3815.of Year/Month/Day.
 DH3815
 DH3815 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3815 ** and geoid heights are valid at the date of observation. These heights
 DH3815 ** must always be validated when used as control.
 DH3815 ** The orthometric height was determined by GPS observations using
 DH3815 ** precise GPS observation and processing techniques and a new
 DH3815 ** realization of GEOID03. It supersedes the leveled height previously
 DH3815 ** determined for this station.
 DH3815 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3815 ** epoch indicated which incorporates improved geoid heights for the
 DH3815 ** Southern Louisiana Subsidence area.
 DH3815 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3815.The orthometric height was determined by GPS observations and a
 DH3815.high-resolution geoid model using precise GPS observation and
 DH3815.processing techniques.
 DH3815
 DH3815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3815
 DH3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3815
 DH3815.The ellipsoidal height was determined by GPS observations
 DH3815.and is referenced to NAD 83.
 DH3815
 DH3815.The geoid height was determined by GEOID03.
 DH3815
 DH3815;                    North         East     Units Scale Factor Converg.
 DH3815;SPC LA S     -   108,101.492 1,096,221.841   MT  0.99996813   +0 29 45.8
 DH3815;SPC LA S     -   354,662.98  3,596,521.16   sFT  0.99996813   +0 29 45.8
 DH3815;UTM  15      - 3,263,168.286   757,826.771   MT  1.00042031   +1 18 31.7
 DH3815
 DH3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3815!SPC LA S     -   1.00000381  x   0.99996813  =   0.99997194
 DH3815!UTM  15      -   1.00000381  x   1.00042031  =   1.00042412
 DH3815
 DH3815                          SUPERSEDED SURVEY CONTROL
 DH3815
 DH3815.No superseded survey control is available for this station.
 DH3815
 DH3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5782763168(NAD 83)
 DH3815_MARKER: DD = SURVEY DISK
 DH3815_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH3815_SP_SET: CONCRETE PLATFORM
 DH3815_STAMPING: PBM BULLY CAMP 95
 DH3815_MARK LOGO: USE   
 DH3815_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3815+STABILITY: SURFACE MOTION
 DH3815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3815+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 DH3815
 DH3815  HISTORY     - Date     Condition        Report By
 DH3815  HISTORY     - 1995     MONUMENTED       USE
 DH3815  HISTORY     - 20040601 GOOD             NGS
 DH3815
 DH3815                          STATION DESCRIPTION
 DH3815
 DH3815'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 DH3815'THE STATION IS LOCATED AT A PUMPING STATION JUST NORTHWEST OF
 DH3815'GALLIANO.  OWNERSHIP--SOUTH  LAFOURCHE LEVEE DISTRICT, PHONE (985)
 DH3815'632-7554.
 DH3815' 
 DH3815'TO REACH THE STATION FROM THE INTERSECTION OF LA ROUTES 3162 AND 3235
 DH3815'IN NORTHWEST GALLIANO,  PROCEED NORTHERLY ALONG ROUTE 3235 FOR 0.8 MI
 DH3815'TO THE INTERSECTION OF WEST 107TH STREET,  TURN  LEFT AND GO WEST ON
 DH3815'WEST 107TH STREET FOR 0.8 MI, PASSING AN ALLIGATOR FARM ON THE RIGHT,
 DH3815'TO THE  BASE OF THE LEVEE AND THE STATION ON THE RIGHT SET IN TOP OF
 DH3815'THE SOUTHEAST END OF A CONCRETE  PLATFORM WITH 6 MANHOLES AND 3 DOUBLE
 DH3815'HEADED LIGHT POLES FORMING THE INLET FOR THE PUMPING  STATION FROM THE
 DH3815'ADJACENT CANAL.
 DH3815' 
 DH3815'THE STATION IS LOCATED 55.5 M NORTHWEST OF THE CENTERLINE OF THE
 DH3815'STREET, 40.5 M NORTHWEST OF  THE GATE ENTRANCE FOR THE PUMPING
 DH3815'STATION, 9.6 M NORTHEAST OF THE SOUTHEAST CORNER OF THE  PUMPING
 DH3815'STATION BUILDING,  1.8 M NORTHEAST OF THE SOUTHWEST EDGE OF THE
 DH3815'PLATFORM,  0.24 M  NORTHWEST OF THE SOUTHEAST FACE OF THE PLATFORM,
 DH3815'AND SET FLUSH WITH THE PLATFORM SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2708 ***********************************************************************
 BJ2708  DESIGNATION -  PBM CAP USE
 BJ2708  PID         -  BJ2708
 BJ2708  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2708  USGS QUAD   -  SIMMESPORT (1969)
 BJ2708
 BJ2708                         *CURRENT SURVEY CONTROL
 BJ2708  ___________________________________________________________________
 BJ2708* NAD 83(1986)-  30 54 10.     (N)    091 47 20.     (W)     SCALED    
 BJ2708* NAVD 88     -        12.53   (+/-2cm)      41.1    (feet)  VERTCON   
 BJ2708  ___________________________________________________________________
 BJ2708  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ2708
 BJ2708  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2708
 BJ2708.The horizontal coordinates were scaled from a topographic map and have
 BJ2708.an estimated accuracy of +/- 6 seconds.
 BJ2708
 BJ2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2708.The vertical order pertains to the NGVD 29 superseded value.
 BJ2708
 BJ2708.The geoid height was determined by GEOID03.
 BJ2708
 BJ2708;                    North         East    Units  Estimated Accuracy
 BJ2708;SPC LA S     -   266,430.      956,450.      MT  (+/- 180 meters Scaled)
 BJ2708
 BJ2708                          SUPERSEDED SURVEY CONTROL
 BJ2708
 BJ2708  NGVD 29 (??/??/??)   12.511  (m)           41.05   (f) ADJUSTED    1 2
 BJ2708
 BJ2708.Superseded values are not recommended for survey control.
 BJ2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2708.See file dsdata.txt to determine how the superseded data were derived.
 BJ2708
 BJ2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ157194(NAD 83)
 BJ2708_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2708_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2708_STAMPING: PBM 1929 RESET
 BJ2708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2708
 BJ2708  HISTORY     - Date     Condition        Report By
 BJ2708  HISTORY     - 1929     MONUMENTED       DOD
 BJ2708  HISTORY     - 1966     GOOD             CGS
 BJ2708
 BJ2708                          STATION DESCRIPTION
 BJ2708
 BJ2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2708'6.1 MI S FROM SIMMESPORT.
 BJ2708'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2708'SIMMESPORT, THENCE 5.3 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ2708'11, T 2 S, R 7 E, ABOUT 0.6 MILE NORTH OF THE JACOBY BAPTIST CHURCH
 BJ2708'AND CEMETERY, ABOUT 0.1 MILE NORTH OF A CURVE IN THE ROAD, 144 FEET
 BJ2708'NORTH OF AN OLD HOUSE WITH IMITATION BRICK SIDING, 70 FEET EAST OF THE
 BJ2708'CENTER LINE OF THE ROAD, 103 FEET EAST OF AND ACROSS THE ROAD FROM
 BJ2708'TELEPHONE POLE NUMBER 29, 31 FEET EAST OF A RIGHT-OF-WAY FENCE, 13
 BJ2708'FEET WEST OF A FENCE, 31.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 BJ2708'FEET BELOW THE LEVEL OF THE ROAD, A BRASS CAP ON THE TOP OF A 5-INCH
 BJ2708'IRON PIPE, ACCESS TO COPPER BOLT 3 FEET UNDERGROUND IS HAD THROUGH THE
 BJ2708'PIPE.  NOTE-- THIS PIPE WAS CLEANED OUT AND A NEW BOLT WAS INSTALLED
 BJ2708'IN THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2447 ***********************************************************************
 BJ2447  DESIGNATION -  PBM CAP USE
 BJ2447  PID         -  BJ2447
 BJ2447  STATE/COUNTY-  LA/ST LANDRY
 BJ2447  USGS QUAD   -  PORTAGE (1970)
 BJ2447
 BJ2447                         *CURRENT SURVEY CONTROL
 BJ2447  ___________________________________________________________________
 BJ2447* NAD 83(1986)-  30 29 03.     (N)    091 45 31.     (W)     SCALED    
 BJ2447* NAVD 88     -         8.52   (+/-2cm)      28.0    (feet)  VERTCON   
 BJ2447  ___________________________________________________________________
 BJ2447  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2447
 BJ2447  VERT ORDER  -  ? (See Below)
 BJ2447
 BJ2447.The horizontal coordinates were scaled from a topographic map and have
 BJ2447.an estimated accuracy of +/- 6 seconds.
 BJ2447
 BJ2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2447.The vertical order pertains to the NGVD 29 superseded value.
 BJ2447
 BJ2447.The geoid height was determined by GEOID03.
 BJ2447
 BJ2447;                    North         East    Units  Estimated Accuracy
 BJ2447;SPC LA S     -   220,010.      959,170.      MT  (+/- 180 meters Scaled)
 BJ2447
 BJ2447                          SUPERSEDED SURVEY CONTROL
 BJ2447
 BJ2447  NGVD 29 (??/??/??)    8.534  (m)           28.00   (f) ADJUSTED    ?  
 BJ2447
 BJ2447.Superseded values are not recommended for survey control.
 BJ2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2447.See file dsdata.txt to determine how the superseded data were derived.
 BJ2447
 BJ2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP191730(NAD 83)
 BJ2447_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2447
 BJ2447  HISTORY     - Date     Condition        Report By
 BJ2447  HISTORY     - UNK      MONUMENTED       DOD
 BJ2447  HISTORY     - 1936     GOOD             DOD
 BJ2447
 BJ2447                          STATION DESCRIPTION
 BJ2447
 BJ2447'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2447'4.1 MI S FROM KROTZ SPRINGS.
 BJ2447'4.1 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2447'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 1-1/4 MILES SOUTH
 BJ2447'OF BAYOU BIG GRAW, 2,144 FEET SOUTH OF LEVEE MILEPOST 52, 72 FEET
 BJ2447'LANDSIDE OF LEVEE STATION 2628+95, ON THE WEST BANK OF ATCHAFALAYA
 BJ2447'RIVER, 24 FEET WEST OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE
 BJ2447'LEVEE, AND ON A SMALL BERM PROJECTING INTO A BORROW PIT. AN IRON PIPE
 BJ2447'PROJECTING ABOUT 0.8 FOOT ABOVE GROUND AND BEARING A CORPS OF
 BJ2447'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6241 ***********************************************************************
 AH6241  DESIGNATION -  PC 1
 AH6241  PID         -  AH6241
 AH6241  STATE/COUNTY-  LA/TERREBONNE
 AH6241  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6241
 AH6241                         *CURRENT SURVEY CONTROL
 AH6241  ___________________________________________________________________
 AH6241* NAD 83(1992)-  29 24 30.84517(N)    090 29 12.18279(W)     ADJUSTED  
 AH6241* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6241  **This station is located in a subsidence area (see below).
 AH6241  ___________________________________________________________________
 AH6241  X           -     -47,236.771 (meters)                     COMP
 AH6241  Y           -  -5,560,520.876 (meters)                     COMP
 AH6241  Z           -   3,113,418.261 (meters)                     COMP
 AH6241  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AH6241  ELLIP HEIGHT-         -23.98  (meters)          (02/21/02) GPS OBS
 AH6241  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH6241
 AH6241  HORZ ORDER  -  FIRST
 AH6241  ELLP ORDER  -  FIFTH     CLASS I
 AH6241
 AH6241.The horizontal coordinates were established by GPS observations
 AH6241.and adjusted by the National Geodetic Survey in December 1998..
 AH6241
 AH6241 ** The orthometric height has not been validated since last determined
 AH6241 ** by differential leveling and should not be used for control purposes.
 AH6241 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6241 ** area with valid NAVD 88 orthometric heights.
 AH6241 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6241 ** epoch indicated which incorporates improved geoid heights for the
 AH6241 ** Southern Louisiana Subsidence area.
 AH6241 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6241.The orthometric height was determined by GPS observations and a
 AH6241.high-resolution geoid model.
 AH6241
 AH6241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6241
 AH6241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6241
 AH6241.The ellipsoidal height was determined by GPS observations
 AH6241.and is referenced to NAD 83.
 AH6241
 AH6241.The geoid height was determined by GEOID03.
 AH6241
 AH6241;                    North         East     Units Scale Factor Converg.
 AH6241;SPC LA S     -   101,014.913 1,082,164.346   MT  0.99997879   +0 25 23.9
 AH6241;SPC LA S     -   331,413.09  3,550,400.86   sFT  0.99997879   +0 25 23.9
 AH6241;UTM  15      - 3,255,880.252   743,865.493   MT  1.00033388   +1 14 05.0
 AH6241
 AH6241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6241!SPC LA S     -   1.00000377  x   0.99997879  =   0.99998256
 AH6241!UTM  15      -   1.00000377  x   1.00033388  =   1.00033765
 AH6241
 AH6241                          SUPERSEDED SURVEY CONTROL
 AH6241
 AH6241  ELLIP H (12/17/98)  -23.94   (m)                       GP(       ) 4 2
 AH6241
 AH6241.Superseded values are not recommended for survey control.
 AH6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6241.See file dsdata.txt to determine how the superseded data were derived.
 AH6241
 AH6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4386555880(NAD 83)
 AH6241_MARKER: DD = SURVEY DISK
 AH6241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6241_STAMPING: PC-1 1993
 AH6241_MARK LOGO: TPCG  
 AH6241_PROJECTION: FLUSH
 AH6241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6241+STABILITY: SURFACE MOTION
 AH6241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6241+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6241
 AH6241  HISTORY     - Date     Condition        Report By
 AH6241  HISTORY     - 1993     MONUMENTED       GSENG
 AH6241
 AH6241                          STATION DESCRIPTION
 AH6241
 AH6241'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6241'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6241'OF ISLAND ROAD (TOWNSHIP 19 SOUTH RANGE 19 EAST SECTION 37). MONUMENT
 AH6241'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 AH6241'MONUMENT IS ABOUT 2.39 MI (3.85 KM) SOUTHWEST OF THE INTERSECTION OF
 AH6241'LA. HIGHWAY 665 AND ISLAND ROAD, 15.95 FT (4.86 M) NORTH OF A
 AH6241'NAIL/SHINER IN THE CENTERLINE OF ISLAND ROAD, 43.15 FT (13.15 M)
 AH6241'NORTHEAST OF A NAIL/SHINER IN A POWER POLE WITH TELEPHONE PEDESTAL,
 AH6241'191.35 FT (58.32 M) NORTHWEST OF A NAIL/SHINER IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6242 ***********************************************************************
 AH6242  DESIGNATION -  PC 1 AZ MK
 AH6242  PID         -  AH6242
 AH6242  STATE/COUNTY-  LA/TERREBONNE
 AH6242  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6242
 AH6242                         *CURRENT SURVEY CONTROL
 AH6242  ___________________________________________________________________
 AH6242* NAD 83(1992)-  29 24 45.77367(N)    090 28 53.78278(W)     ADJUSTED  
 AH6242* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6242  **This station is located in a subsidence area (see below).
 AH6242  ___________________________________________________________________
 AH6242  X           -     -46,738.843 (meters)                     COMP
 AH6242  Y           -  -5,560,299.361 (meters)                     COMP
 AH6242  Z           -   3,113,818.665 (meters)                     COMP
 AH6242  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AH6242  ELLIP HEIGHT-         -23.98  (meters)          (02/21/02) GPS OBS
 AH6242  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AH6242
 AH6242  HORZ ORDER  -  FIRST
 AH6242  ELLP ORDER  -  FIFTH     CLASS I
 AH6242
 AH6242.The horizontal coordinates were established by GPS observations
 AH6242.and adjusted by the National Geodetic Survey in December 1998..
 AH6242
 AH6242 ** The orthometric height has not been validated since last determined
 AH6242 ** by differential leveling and should not be used for control purposes.
 AH6242 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6242 ** area with valid NAVD 88 orthometric heights.
 AH6242 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6242 ** epoch indicated which incorporates improved geoid heights for the
 AH6242 ** Southern Louisiana Subsidence area.
 AH6242 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6242.The orthometric height was determined by GPS observations and a
 AH6242.high-resolution geoid model.
 AH6242
 AH6242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6242
 AH6242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6242
 AH6242.The ellipsoidal height was determined by GPS observations
 AH6242.and is referenced to NAD 83.
 AH6242
 AH6242.The geoid height was determined by GEOID03.
 AH6242
 AH6242;                    North         East     Units Scale Factor Converg.
 AH6242;SPC LA S     -   101,478.209 1,082,656.955   MT  0.99997805   +0 25 33.1
 AH6242;SPC LA S     -   332,933.09  3,552,017.03   sFT  0.99997805   +0 25 33.1
 AH6242;UTM  15      - 3,256,350.645   744,351.665   MT  1.00033681   +1 14 14.6
 AH6242
 AH6242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6242!SPC LA S     -   1.00000377  x   0.99997805  =   0.99998182
 AH6242!UTM  15      -   1.00000377  x   1.00033681  =   1.00034058
 AH6242
 AH6242                          SUPERSEDED SURVEY CONTROL
 AH6242
 AH6242  ELLIP H (12/17/98)  -23.94   (m)                       GP(       ) 4 2
 AH6242
 AH6242.Superseded values are not recommended for survey control.
 AH6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6242.See file dsdata.txt to determine how the superseded data were derived.
 AH6242
 AH6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4435256351(NAD 83)
 AH6242_MARKER: DD = SURVEY DISK
 AH6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6242_STAMPING: PC-1 AZ MK 1993
 AH6242_MARK LOGO: TPCG  
 AH6242_PROJECTION: FLUSH
 AH6242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6242+STABILITY: SURFACE MOTION
 AH6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6242+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6242
 AH6242  HISTORY     - Date     Condition        Report By
 AH6242  HISTORY     - 1993     MONUMENTED       GSENG
 AH6242
 AH6242                          STATION DESCRIPTION
 AH6242
 AH6242'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6242'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6242'OF ISLAND ROAD, (TOWNSHIP 19 SOUTH RANGE 19 EAST SECTION 37). MONUMENT
 AH6242'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 AH6242'MONUMENT IS ABOUT 1.96 MI (3.15 KM) SOUTHWEST OF THE INTERSECTION OF
 AH6242'LA. HIGHWAY 665 AND ISLAND ROAD, 16.40 FT (5.00 M) NORTHWEST OF A
 AH6242'NAIL/SHINER IN THE CENTERLINE OF ISLAND ROAD, 79.45 FT (24.22 M) WEST
 AH6242'OF A NAIL/SHINER IN POWER POLE NO. 26, 180.05 FT (54.88 M) NORTHEAST
 AH6242'OF A NAIL/SHINER IN POWER POLE NO. 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6349 ***********************************************************************
 AH6349  DESIGNATION -  PC 2
 AH6349  PID         -  AH6349
 AH6349  STATE/COUNTY-  LA/TERREBONNE
 AH6349  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6349
 AH6349                         *CURRENT SURVEY CONTROL
 AH6349  ___________________________________________________________________
 AH6349* NAD 83(1992)-  29 25 30.02325(N)    090 27 06.83706(W)     ADJUSTED  
 AH6349* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6349  **This station is located in a subsidence area (see below).
 AH6349  ___________________________________________________________________
 AH6349  X           -     -43,850.615 (meters)                     COMP
 AH6349  Y           -  -5,559,653.946 (meters)                     COMP
 AH6349  Z           -   3,115,005.569 (meters)                     COMP
 AH6349  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AH6349  ELLIP HEIGHT-         -23.65  (meters)          (02/21/02) GPS OBS
 AH6349  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AH6349
 AH6349  HORZ ORDER  -  FIRST
 AH6349  ELLP ORDER  -  FIFTH     CLASS I
 AH6349
 AH6349.The horizontal coordinates were established by GPS observations
 AH6349.and adjusted by the National Geodetic Survey in December 1998..
 AH6349
 AH6349 ** The orthometric height has not been validated since last determined
 AH6349 ** by differential leveling and should not be used for control purposes.
 AH6349 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6349 ** area with valid NAVD 88 orthometric heights.
 AH6349 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6349 ** epoch indicated which incorporates improved geoid heights for the
 AH6349 ** Southern Louisiana Subsidence area.
 AH6349 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6349.The orthometric height was determined by GPS observations and a
 AH6349.high-resolution geoid model.
 AH6349
 AH6349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6349
 AH6349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6349
 AH6349.The ellipsoidal height was determined by GPS observations
 AH6349.and is referenced to NAD 83.
 AH6349
 AH6349.The geoid height was determined by GEOID03.
 AH6349
 AH6349;                    North         East     Units Scale Factor Converg.
 AH6349;SPC LA S     -   102,862.369 1,085,529.388   MT  0.99997589   +0 26 26.6
 AH6349;SPC LA S     -   337,474.29  3,561,441.00   sFT  0.99997589   +0 26 26.6
 AH6349;UTM  15      - 3,257,775.879   747,205.254   MT  1.00035411   +1 15 08.9
 AH6349
 AH6349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6349!SPC LA S     -   1.00000371  x   0.99997589  =   0.99997960
 AH6349!UTM  15      -   1.00000371  x   1.00035411  =   1.00035783
 AH6349
 AH6349:                Primary Azimuth Mark                     Grid Az
 AH6349:SPC LA S     -  PC 2 AZ MK                               310 09 23.5
 AH6349:UTM  15      -  PC 2 AZ MK                               309 20 41.2
 AH6349
 AH6349|---------------------------------------------------------------------|
 AH6349| PID    Reference Object                     Distance      Geod. Az  |
 AH6349|                                                           dddmmss.s |
 AH6349| AH6353 PC 2 AZ MK                          APPROX. 0.6 KM 3103550.1 |
 AH6349|---------------------------------------------------------------------|
 AH6349
 AH6349                          SUPERSEDED SURVEY CONTROL
 AH6349
 AH6349  ELLIP H (12/17/98)  -23.64   (m)                       GP(       ) 4 2
 AH6349
 AH6349.Superseded values are not recommended for survey control.
 AH6349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6349.See file dsdata.txt to determine how the superseded data were derived.
 AH6349
 AH6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4720557776(NAD 83)
 AH6349_MARKER: DD = SURVEY DISK
 AH6349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6349_STAMPING: PC-2 1993
 AH6349_MARK LOGO: TPCG  
 AH6349_PROJECTION: FLUSH
 AH6349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6349+STABILITY: SURFACE MOTION
 AH6349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6349+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6349
 AH6349  HISTORY     - Date     Condition        Report By
 AH6349  HISTORY     - 1993     MONUMENTED       GSENG
 AH6349
 AH6349                          STATION DESCRIPTION
 AH6349
 AH6349'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6349'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6349'OF LA. HIGHWAY 665, (TOWNSHIP 19 SOUTH RANGE 20 EAST SECTION 17).
 AH6349'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6349'THE GROUND. MONUMENT IS ABOUT 0.72 MI (1.16 KM) SOUTHEAST OF THE
 AH6349'INTERSECTION OF ISLAND ROAD AND LA. HIGHWAY 665, 16.85 FT (5.14 M)
 AH6349'NORTHEAST OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY 665, 31.05
 AH6349'FT (9.46 M) SOUTHEAST OF A NAIL/BOTTLECAP IN A POWER POLE, 45.65 FT
 AH6349'(13.91 M) EAST OF A NAIL/BOTTLECAP IN A POWER POLE, 76.60 FT (23.35 M)
 AH6349'NORTHEAST OF THE NORTHWEST CORNER OF A HOUSE AT 1516 HIGHWAY 665.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6353 ***********************************************************************
 AH6353  DESIGNATION -  PC 2 AZ MK
 AH6353  PID         -  AH6353
 AH6353  STATE/COUNTY-  LA/TERREBONNE
 AH6353  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6353
 AH6353                         *CURRENT SURVEY CONTROL
 AH6353  ___________________________________________________________________
 AH6353* NAD 83(1992)-  29 25 41.97146(N)    090 27 22.76291(W)     ADJUSTED  
 AH6353* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6353  **This station is located in a subsidence area (see below).
 AH6353  ___________________________________________________________________
 AH6353  X           -     -44,278.438 (meters)                     COMP
 AH6353  Y           -  -5,559,469.476 (meters)                     COMP
 AH6353  Z           -   3,115,325.800 (meters)                     COMP
 AH6353  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AH6353  ELLIP HEIGHT-         -24.03  (meters)          (02/21/02) GPS OBS
 AH6353  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6353
 AH6353  HORZ ORDER  -  FIRST
 AH6353  ELLP ORDER  -  FIFTH     CLASS I
 AH6353
 AH6353.The horizontal coordinates were established by GPS observations
 AH6353.and adjusted by the National Geodetic Survey in December 1998..
 AH6353
 AH6353 ** The orthometric height has not been validated since last determined
 AH6353 ** by differential leveling and should not be used for control purposes.
 AH6353 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6353 ** area with valid NAVD 88 orthometric heights.
 AH6353 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6353 ** epoch indicated which incorporates improved geoid heights for the
 AH6353 ** Southern Louisiana Subsidence area.
 AH6353 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6353.The orthometric height was determined by GPS observations and a
 AH6353.high-resolution geoid model.
 AH6353
 AH6353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6353
 AH6353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6353
 AH6353.The ellipsoidal height was determined by GPS observations
 AH6353.and is referenced to NAD 83.
 AH6353
 AH6353.The geoid height was determined by GEOID03.
 AH6353
 AH6353;                    North         East     Units Scale Factor Converg.
 AH6353;SPC LA S     -   103,226.937 1,085,097.316   MT  0.99997532   +0 26 18.7
 AH6353;SPC LA S     -   338,670.38  3,560,023.44   sFT  0.99997532   +0 26 18.7
 AH6353;UTM  15      - 3,258,134.424   746,767.895   MT  1.00035145   +1 15 01.5
 AH6353
 AH6353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6353!SPC LA S     -   1.00000377  x   0.99997532  =   0.99997909
 AH6353!UTM  15      -   1.00000377  x   1.00035145  =   1.00035523
 AH6353
 AH6353:                Primary Azimuth Mark                     Grid Az
 AH6353:SPC LA S     -  PC 2                                     130 09 23.6
 AH6353:UTM  15      -  PC 2                                     129 20 40.8
 AH6353
 AH6353|---------------------------------------------------------------------|
 AH6353| PID    Reference Object                     Distance      Geod. Az  |
 AH6353|                                                           dddmmss.s |
 AH6353| AH6349 PC 2                                APPROX. 0.6 KM 1303542.3 |
 AH6353|---------------------------------------------------------------------|
 AH6353
 AH6353                          SUPERSEDED SURVEY CONTROL
 AH6353
 AH6353  ELLIP H (12/17/98)  -24.01   (m)                       GP(       ) 4 2
 AH6353
 AH6353.Superseded values are not recommended for survey control.
 AH6353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6353.See file dsdata.txt to determine how the superseded data were derived.
 AH6353
 AH6353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4676858134(NAD 83)
 AH6353_MARKER: DD = SURVEY DISK
 AH6353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6353_STAMPING: PC-2 AZ MK 1993
 AH6353_MARK LOGO: TPCG  
 AH6353_PROJECTION: FLUSH
 AH6353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6353+STABILITY: SURFACE MOTION
 AH6353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6353+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6353
 AH6353  HISTORY     - Date     Condition        Report By
 AH6353  HISTORY     - 1993     MONUMENTED       GSENG
 AH6353
 AH6353                          STATION DESCRIPTION
 AH6353
 AH6353'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6353'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6353'OF LA. HIGHWAY 665, (TOWNSHIP 19 SOUTH RANGE 20 EAST SECTION 17).
 AH6353'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6353'THE GROUND. MONUMENT IS 0.37 MI (0.60 KM) SOUTHEAST OF THE
 AH6353'INTERSECTION OF ISLAND ROAD AND LA. HIGHWAY 665, 16.35 FT (4.98 M)
 AH6353'SOUTHWEST OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY 665, 61.60
 AH6353'FT (18.78 M) WEST OF THE SOUTHWEST CORNER OF A WHITE BUILDING AT A AND
 AH6353'J SEAFOOD/ICE, 62.80 FT (19.14 M) NORTHWEST OF A NAIL/BOTTLE CAP IN A
 AH6353'UTILITY POLE WITH TELEPHONE PEDESTAL, 13.65 FT (4.16 M) EAST OF A
 AH6353'NAIL/BOTTLE CAP IN A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6373 ***********************************************************************
 AH6373  DESIGNATION -  PC 3
 AH6373  PID         -  AH6373
 AH6373  STATE/COUNTY-  LA/TERREBONNE
 AH6373  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6373
 AH6373                         *CURRENT SURVEY CONTROL
 AH6373  ___________________________________________________________________
 AH6373* NAD 83(1992)-  29 27 16.03691(N)    090 28 14.28688(W)     ADJUSTED  
 AH6373* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6373  **This station is located in a subsidence area (see below).
 AH6373  ___________________________________________________________________
 AH6373  X           -     -45,655.470 (meters)                     COMP
 AH6373  Y           -  -5,558,034.448 (meters)                     COMP
 AH6373  Z           -   3,117,847.880 (meters)                     COMP
 AH6373  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AH6373  ELLIP HEIGHT-         -24.31  (meters)          (02/21/02) GPS OBS
 AH6373  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AH6373
 AH6373  HORZ ORDER  -  FIRST
 AH6373  ELLP ORDER  -  FIFTH     CLASS I
 AH6373
 AH6373.The horizontal coordinates were established by GPS observations
 AH6373.and adjusted by the National Geodetic Survey in December 1998..
 AH6373
 AH6373 ** The orthometric height has not been validated since last determined
 AH6373 ** by differential leveling and should not be used for control purposes.
 AH6373 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6373 ** area with valid NAVD 88 orthometric heights.
 AH6373 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6373 ** epoch indicated which incorporates improved geoid heights for the
 AH6373 ** Southern Louisiana Subsidence area.
 AH6373 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6373.The orthometric height was determined by GPS observations and a
 AH6373.high-resolution geoid model.
 AH6373
 AH6373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6373
 AH6373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6373
 AH6373.The ellipsoidal height was determined by GPS observations
 AH6373.and is referenced to NAD 83.
 AH6373
 AH6373.The geoid height was determined by GEOID03.
 AH6373
 AH6373;                    North         East     Units Scale Factor Converg.
 AH6373;SPC LA S     -   106,112.486 1,083,686.808   MT  0.99997090   +0 25 52.9
 AH6373;SPC LA S     -   348,137.38  3,555,395.80   sFT  0.99997090   +0 25 52.9
 AH6373;UTM  15      - 3,261,000.754   745,316.069   MT  1.00034263   +1 14 39.8
 AH6373
 AH6373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6373!SPC LA S     -   1.00000382  x   0.99997090  =   0.99997472
 AH6373!UTM  15      -   1.00000382  x   1.00034263  =   1.00034645
 AH6373
 AH6373:                Primary Azimuth Mark                     Grid Az
 AH6373:SPC LA S     -  PC 3 AZ MK                               291 38 10.4
 AH6373:UTM  15      -  PC 3 AZ MK                               290 49 23.5
 AH6373
 AH6373|---------------------------------------------------------------------|
 AH6373| PID    Reference Object                     Distance      Geod. Az  |
 AH6373|                                                           dddmmss.s |
 AH6373| AH6377 PC 3 AZ MK                          APPROX. 0.5 KM 2920403.3 |
 AH6373|---------------------------------------------------------------------|
 AH6373
 AH6373                          SUPERSEDED SURVEY CONTROL
 AH6373
 AH6373  ELLIP H (12/17/98)  -24.28   (m)                       GP(       ) 4 2
 AH6373
 AH6373.Superseded values are not recommended for survey control.
 AH6373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6373.See file dsdata.txt to determine how the superseded data were derived.
 AH6373
 AH6373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4531661001(NAD 83)
 AH6373_MARKER: DD = SURVEY DISK
 AH6373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6373_STAMPING: PC-3 1993
 AH6373_MARK LOGO: TPCG  
 AH6373_PROJECTION: FLUSH
 AH6373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6373+STABILITY: SURFACE MOTION
 AH6373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6373+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 AH6373
 AH6373  HISTORY     - Date     Condition        Report By
 AH6373  HISTORY     - 1993     MONUMENTED       GSENG
 AH6373  HISTORY     - 20050105 GOOD             MPHI
 AH6373
 AH6373                          STATION DESCRIPTION
 AH6373
 AH6373'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6373'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6373'OF LA. HIGHWAY 665, (TOWNSHIP 19 SOUTH RANGE 20 EAST SECTION 6).
 AH6373'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6373'THE GROUND. MONUMENT IS ABOUT 0.33 MI (0.53 KM) SOUTHEAST OF A BRIDGE
 AH6373'TO THE POINTE AU CHIEN WILDLIFE MANAGEMENT AREA HEADQUARTERS, 18.85 FT
 AH6373'(5.75 M) NORTHEAST OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY
 AH6373'665, 114.15 FT (34.79 M) NORTHWEST OF A NAIL/SHINER IN THE CENTERLINE
 AH6373'OF LA. HIGHWAY 665 IN FRONT OF A POWER POLE, 112.20 FT (34.20 M)
 AH6373'NORTHEAST OF A NAIL/SHINER IN A POWER POLE.
 AH6373
 AH6373                          STATION RECOVERY (2005)
 AH6373
 AH6373'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 2005 (CSD)
 AH6373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6377 ***********************************************************************
 AH6377  DESIGNATION -  PC 3 AZ MK
 AH6377  PID         -  AH6377
 AH6377  STATE/COUNTY-  LA/TERREBONNE
 AH6377  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6377
 AH6377                         *CURRENT SURVEY CONTROL
 AH6377  ___________________________________________________________________
 AH6377* NAD 83(1992)-  29 27 22.73541(N)    090 28 33.16772(W)     ADJUSTED  
 AH6377* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6377  **This station is located in a subsidence area (see below).
 AH6377  ___________________________________________________________________
 AH6377  X           -     -46,163.394 (meters)                     COMP
 AH6377  Y           -  -5,557,928.978 (meters)                     COMP
 AH6377  Z           -   3,118,027.548 (meters)                     COMP
 AH6377  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AH6377  ELLIP HEIGHT-         -24.14  (meters)          (02/21/02) GPS OBS
 AH6377  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AH6377
 AH6377  HORZ ORDER  -  FIRST
 AH6377  ELLP ORDER  -  FIFTH     CLASS I
 AH6377
 AH6377.The horizontal coordinates were established by GPS observations
 AH6377.and adjusted by the National Geodetic Survey in December 1998..
 AH6377
 AH6377 ** The orthometric height has not been validated since last determined
 AH6377 ** by differential leveling and should not be used for control purposes.
 AH6377 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6377 ** area with valid NAVD 88 orthometric heights.
 AH6377 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6377 ** epoch indicated which incorporates improved geoid heights for the
 AH6377 ** Southern Louisiana Subsidence area.
 AH6377 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6377.The orthometric height was determined by GPS observations and a
 AH6377.high-resolution geoid model.
 AH6377
 AH6377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6377
 AH6377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6377
 AH6377.The ellipsoidal height was determined by GPS observations
 AH6377.and is referenced to NAD 83.
 AH6377
 AH6377.The geoid height was determined by GEOID03.
 AH6377
 AH6377;                    North         East     Units Scale Factor Converg.
 AH6377;SPC LA S     -   106,314.901 1,083,176.509   MT  0.99997059   +0 25 43.5
 AH6377;SPC LA S     -   348,801.47  3,553,721.60   sFT  0.99997059   +0 25 43.5
 AH6377;UTM  15      - 3,261,195.980   744,802.760   MT  1.00033952   +1 14 30.8
 AH6377
 AH6377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6377!SPC LA S     -   1.00000379  x   0.99997059  =   0.99997438
 AH6377!UTM  15      -   1.00000379  x   1.00033952  =   1.00034331
 AH6377
 AH6377:                Primary Azimuth Mark                     Grid Az
 AH6377:SPC LA S     -  PC 3                                     111 38 10.5
 AH6377:UTM  15      -  PC 3                                     110 49 23.2
 AH6377
 AH6377|---------------------------------------------------------------------|
 AH6377| PID    Reference Object                     Distance      Geod. Az  |
 AH6377|                                                           dddmmss.s |
 AH6377| AH6373 PC 3                                APPROX. 0.5 KM 1120354.0 |
 AH6377|---------------------------------------------------------------------|
 AH6377
 AH6377                          SUPERSEDED SURVEY CONTROL
 AH6377
 AH6377  ELLIP H (12/17/98)  -24.11   (m)                       GP(       ) 4 2
 AH6377
 AH6377.Superseded values are not recommended for survey control.
 AH6377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6377.See file dsdata.txt to determine how the superseded data were derived.
 AH6377
 AH6377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4480361196(NAD 83)
 AH6377_MARKER: DD = SURVEY DISK
 AH6377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6377_STAMPING: PC-3 AZ MK 1993
 AH6377_MARK LOGO: TPCG  
 AH6377_PROJECTION: FLUSH
 AH6377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6377+STABILITY: SURFACE MOTION
 AH6377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6377+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6377
 AH6377  HISTORY     - Date     Condition        Report By
 AH6377  HISTORY     - 1993     MONUMENTED       GSENG
 AH6377
 AH6377                          STATION DESCRIPTION
 AH6377
 AH6377'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6377'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6377'OF LA. HIGHWAY 665, (TOWNSHIP 19 SOUTH RANGE 20 EAST SECTION 6).
 AH6377'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6377'THE GROUND. MONUMENT IS 44.20 FT (13.47 M) WEST OF A NAIL/SHINER IN
 AH6377'THE SOUTHWEST CORNER OF A WOODEN BRIDGE OVER BAYOU POINTE AU CHIEN TO
 AH6377'THE POINTE AU CHIEN WILDLIFE MANAGEMENT HEADQUARTERS, 20.25 FT (6.17
 AH6377'M) NORTH OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY 665, 93.00
 AH6377'FT (28.35 M) NORTHWEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6308 ***********************************************************************
 AH6308  DESIGNATION -  PC 4
 AH6308  PID         -  AH6308
 AH6308  STATE/COUNTY-  LA/TERREBONNE
 AH6308  USGS QUAD   -  MONTEGUT (1994)
 AH6308
 AH6308                         *CURRENT SURVEY CONTROL
 AH6308  ___________________________________________________________________
 AH6308* NAD 83(1992)-  29 29 02.40213(N)    090 30 36.99096(W)     ADJUSTED  
 AH6308* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6308  **This station is located in a subsidence area (see below).
 AH6308  ___________________________________________________________________
 AH6308  X           -     -49,486.433 (meters)                     COMP
 AH6308  Y           -  -5,556,390.825 (meters)                     COMP
 AH6308  Z           -   3,120,699.331 (meters)                     COMP
 AH6308  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH6308  ELLIP HEIGHT-         -23.89  (meters)          (02/21/02) GPS OBS
 AH6308  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AH6308
 AH6308  HORZ ORDER  -  FIRST
 AH6308  ELLP ORDER  -  FIFTH     CLASS I
 AH6308
 AH6308.The horizontal coordinates were established by GPS observations
 AH6308.and adjusted by the National Geodetic Survey in December 1998..
 AH6308
 AH6308 ** The orthometric height has not been validated since last determined
 AH6308 ** by differential leveling and should not be used for control purposes.
 AH6308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6308 ** area with valid NAVD 88 orthometric heights.
 AH6308 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6308 ** epoch indicated which incorporates improved geoid heights for the
 AH6308 ** Southern Louisiana Subsidence area.
 AH6308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6308.The orthometric height was determined by GPS observations and a
 AH6308.high-resolution geoid model.
 AH6308
 AH6308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6308
 AH6308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6308
 AH6308.The ellipsoidal height was determined by GPS observations
 AH6308.and is referenced to NAD 83.
 AH6308
 AH6308.The geoid height was determined by GEOID03.
 AH6308
 AH6308;                    North         East     Units Scale Factor Converg.
 AH6308;SPC LA S     -   109,358.985 1,079,818.037   MT  0.99996615   +0 24 41.5
 AH6308;SPC LA S     -   358,788.60  3,542,703.01   sFT  0.99996615   +0 24 41.5
 AH6308;UTM  15      - 3,264,193.138   741,400.163   MT  1.00031910   +1 13 33.6
 AH6308
 AH6308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6308!SPC LA S     -   1.00000375  x   0.99996615  =   0.99996990
 AH6308!UTM  15      -   1.00000375  x   1.00031910  =   1.00032285
 AH6308
 AH6308                          SUPERSEDED SURVEY CONTROL
 AH6308
 AH6308  ELLIP H (12/17/98)  -23.85   (m)                       GP(       ) 4 2
 AH6308
 AH6308.Superseded values are not recommended for survey control.
 AH6308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6308.See file dsdata.txt to determine how the superseded data were derived.
 AH6308
 AH6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4140064193(NAD 83)
 AH6308_MARKER: DD = SURVEY DISK
 AH6308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6308_STAMPING: PC-4 1993
 AH6308_MARK LOGO: TPCG  
 AH6308_PROJECTION: FLUSH
 AH6308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6308+STABILITY: SURFACE MOTION
 AH6308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6308+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6308
 AH6308  HISTORY     - Date     Condition        Report By
 AH6308  HISTORY     - 1993     MONUMENTED       GSENG
 AH6308
 AH6308                          STATION DESCRIPTION
 AH6308
 AH6308'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6308'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6308'OF LA. HIGHWAY 665, (TOWNSHIP 18 SOUTH RANGE 19 EAST SECTION 55).
 AH6308'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6308'THE GROUND. MONUMENT IS ABOUT 400 FT (121.9 M) NORTHWEST OF THE
 AH6308'INTERSECTION OF LA. HIGHWAY 665 AND CYPRESS STREET IN FRONT OF ST.
 AH6308'CHARLES CATHOLIC CHURCH, 21.20 FT (6.46 M) NORTHEAST OF A NAIL/SHINER
 AH6308'IN THE CENTERLINE OF LA. HIGHWAY 665, 43.10 FT (13.14 M) SOUTHEAST OF
 AH6308'A NAIL/SHINER IN THE SOUTHWEST CORNER OF A WOODEN BRIDGE, 72.20 FT
 AH6308'(22.01 M) NORTH OF A FIRE HYDRANT, 41.55 FT (12.66 M) NORTHEAST OF THE
 AH6308'CENTERLINE FACE OF A DROP INLET CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6300 ***********************************************************************
 AH6300  DESIGNATION -  PC 4 AZ MK
 AH6300  PID         -  AH6300
 AH6300  STATE/COUNTY-  LA/TERREBONNE
 AH6300  USGS QUAD   -  MONTEGUT (1994)
 AH6300
 AH6300                         *CURRENT SURVEY CONTROL
 AH6300  ___________________________________________________________________
 AH6300* NAD 83(1992)-  29 28 40.95873(N)    090 30 25.27245(W)     ADJUSTED  
 AH6300* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6300  **This station is located in a subsidence area (see below).
 AH6300  ___________________________________________________________________
 AH6300  X           -     -49,173.632 (meters)                     COMP
 AH6300  Y           -  -5,556,718.306 (meters)                     COMP
 AH6300  Z           -   3,120,124.449 (meters)                     COMP
 AH6300  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH6300  ELLIP HEIGHT-         -24.16  (meters)          (02/21/02) GPS OBS
 AH6300  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH6300
 AH6300  HORZ ORDER  -  FIRST
 AH6300  ELLP ORDER  -  FIFTH     CLASS I
 AH6300
 AH6300.The horizontal coordinates were established by GPS observations
 AH6300.and adjusted by the National Geodetic Survey in December 1998..
 AH6300
 AH6300 ** The orthometric height has not been validated since last determined
 AH6300 ** by differential leveling and should not be used for control purposes.
 AH6300 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6300 ** area with valid NAVD 88 orthometric heights.
 AH6300 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6300 ** epoch indicated which incorporates improved geoid heights for the
 AH6300 ** Southern Louisiana Subsidence area.
 AH6300 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6300.The orthometric height was determined by GPS observations and a
 AH6300.high-resolution geoid model.
 AH6300
 AH6300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6300
 AH6300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6300
 AH6300.The ellipsoidal height was determined by GPS observations
 AH6300.and is referenced to NAD 83.
 AH6300
 AH6300.The geoid height was determined by GEOID03.
 AH6300
 AH6300;                    North         East     Units Scale Factor Converg.
 AH6300;SPC LA S     -   108,701.056 1,080,138.468   MT  0.99996709   +0 24 47.4
 AH6300;SPC LA S     -   356,630.05  3,543,754.29   sFT  0.99996709   +0 24 47.4
 AH6300;UTM  15      - 3,263,539.598   741,730.029   MT  1.00032107   +1 13 38.5
 AH6300
 AH6300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6300!SPC LA S     -   1.00000379  x   0.99996709  =   0.99997088
 AH6300!UTM  15      -   1.00000379  x   1.00032107  =   1.00032487
 AH6300
 AH6300                          SUPERSEDED SURVEY CONTROL
 AH6300
 AH6300  ELLIP H (12/17/98)  -24.12   (m)                       GP(       ) 4 2
 AH6300
 AH6300.Superseded values are not recommended for survey control.
 AH6300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6300.See file dsdata.txt to determine how the superseded data were derived.
 AH6300
 AH6300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4173063540(NAD 83)
 AH6300_MARKER: DD = SURVEY DISK
 AH6300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6300_STAMPING: PC-4 AZ MK 1993
 AH6300_MARK LOGO: TPCG  
 AH6300_PROJECTION: FLUSH
 AH6300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6300+STABILITY: SURFACE MOTION
 AH6300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6300+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6300
 AH6300  HISTORY     - Date     Condition        Report By
 AH6300  HISTORY     - 1993     MONUMENTED       GSENG
 AH6300
 AH6300                          STATION DESCRIPTION
 AH6300
 AH6300'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6300'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6300'OF LA. HIGHWAY 665, (TOWNSHIP 18 SOUTH RANGE 19 EAST SECTION 55).
 AH6300'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6300'THE GROUND. MONUMENT IS ABOUT 0.38 MI (0.61 KM) SOUTH OF THE
 AH6300'INTERSECTION OF CYPRESS STREET AND LA. HIGHWAY 665, 17.75 FT (5.41 M)
 AH6300'NORTHEAST OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY 665, 99.70
 AH6300'FT (30.39 M) NORTH OF A NAIL/SHINER IN A POWER POLE, 113.55 FT (34.61
 AH6300'M) EAST OF A NAIL/SHINER IN A POWER POLE, 31.05 FT (9.46 M) SOUTHEAST
 AH6300'OF A WATER METER AT PLAISANCE AND DUET STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6390 ***********************************************************************
 AH6390  DESIGNATION -  PC 5
 AH6390  PID         -  AH6390
 AH6390  STATE/COUNTY-  LA/TERREBONNE
 AH6390  USGS QUAD   -  BOURG (1974)
 AH6390
 AH6390                         *CURRENT SURVEY CONTROL
 AH6390  ___________________________________________________________________
 AH6390* NAD 83(1992)-  29 30 10.90541(N)    090 32 31.09359(W)     ADJUSTED  
 AH6390* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6390  **This station is located in a subsidence area (see below).
 AH6390  ___________________________________________________________________
 AH6390  X           -     -52,550.315 (meters)                     COMP
 AH6390  Y           -  -5,555,324.074 (meters)                     COMP
 AH6390  Z           -   3,122,535.121 (meters)                     COMP
 AH6390  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6390  ELLIP HEIGHT-         -24.07  (meters)          (02/21/02) GPS OBS
 AH6390  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AH6390
 AH6390  HORZ ORDER  -  FIRST
 AH6390  ELLP ORDER  -  FIFTH     CLASS I
 AH6390
 AH6390.The horizontal coordinates were established by GPS observations
 AH6390.and adjusted by the National Geodetic Survey in December 1998..
 AH6390
 AH6390 ** The orthometric height has not been validated since last determined
 AH6390 ** by differential leveling and should not be used for control purposes.
 AH6390 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6390 ** area with valid NAVD 88 orthometric heights.
 AH6390 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6390 ** epoch indicated which incorporates improved geoid heights for the
 AH6390 ** Southern Louisiana Subsidence area.
 AH6390 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6390.The orthometric height was determined by GPS observations and a
 AH6390.high-resolution geoid model.
 AH6390
 AH6390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6390
 AH6390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6390
 AH6390.The ellipsoidal height was determined by GPS observations
 AH6390.and is referenced to NAD 83.
 AH6390
 AH6390.The geoid height was determined by GEOID03.
 AH6390
 AH6390;                    North         East     Units Scale Factor Converg.
 AH6390;SPC LA S     -   111,446.423 1,076,729.805   MT  0.99996323   +0 23 44.5
 AH6390;SPC LA S     -   365,637.14  3,532,571.04   sFT  0.99996323   +0 23 44.5
 AH6390;UTM  15      - 3,266,237.147   738,281.479   MT  1.00030064   +1 12 39.9
 AH6390
 AH6390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6390!SPC LA S     -   1.00000378  x   0.99996323  =   0.99996701
 AH6390!UTM  15      -   1.00000378  x   1.00030064  =   1.00030442
 AH6390
 AH6390:                Primary Azimuth Mark                     Grid Az
 AH6390:SPC LA S     -  PC 5 AZ MK                               048 38 14.5
 AH6390:UTM  15      -  PC 5 AZ MK                               047 49 19.1
 AH6390
 AH6390|---------------------------------------------------------------------|
 AH6390| PID    Reference Object                     Distance      Geod. Az  |
 AH6390|                                                           dddmmss.s |
 AH6390| AH6383 PC 5 AZ MK                          487.558 METERS 0490159.0 |
 AH6390|---------------------------------------------------------------------|
 AH6390
 AH6390                          SUPERSEDED SURVEY CONTROL
 AH6390
 AH6390  ELLIP H (12/17/98)  -24.02   (m)                       GP(       ) 4 2
 AH6390
 AH6390.Superseded values are not recommended for survey control.
 AH6390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6390.See file dsdata.txt to determine how the superseded data were derived.
 AH6390
 AH6390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3828166237(NAD 83)
 AH6390_MARKER: DD = SURVEY DISK
 AH6390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6390_STAMPING: PC-5 1993
 AH6390_MARK LOGO: TPCG  
 AH6390_PROJECTION: FLUSH
 AH6390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6390+STABILITY: SURFACE MOTION
 AH6390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6390+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6390
 AH6390  HISTORY     - Date     Condition        Report By
 AH6390  HISTORY     - 1993     MONUMENTED       GSENG
 AH6390
 AH6390                          STATION DESCRIPTION
 AH6390
 AH6390'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6390'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA NEAR THE
 AH6390'RIGHT-OF-WAY OF LA. HIGHWAY 665, (TOWNSHIP 18 SOUTH RANGE 19 EAST
 AH6390'SECTION 58).  MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE
 AH6390'FLUSH WITH THE GROUND. MONUMENT IS ABOUT 0.83 MI (1.34 KM) NORTHEAST
 AH6390'OF THE INTERSECTION OF LA. HIGHWAY 55 AND LA. HIGHWAY 665, 29.40 FT
 AH6390'(8.96 M) NORTHWEST OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY
 AH6390'665, 72.05 FT (21.96 M) SOUTHWEST OF A NAIL/SHINER IN A LIGHT POLE,
 AH6390'82.85 FT (25.25 M) WEST OF A NAIL/SHINER IN A LIGHT POLE, 153.50 FT
 AH6390'(46.79 M) NORTHWEST OF A NAIL/SHINER IN A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6383 ***********************************************************************
 AH6383  DESIGNATION -  PC 5 AZ MK
 AH6383  PID         -  AH6383
 AH6383  STATE/COUNTY-  LA/TERREBONNE
 AH6383  USGS QUAD   -  BOURG (1974)
 AH6383
 AH6383                         *CURRENT SURVEY CONTROL
 AH6383  ___________________________________________________________________
 AH6383* NAD 83(1992)-  29 30 21.28696(N)    090 32 17.42479(W)     ADJUSTED  
 AH6383* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6383  **This station is located in a subsidence area (see below).
 AH6383  ___________________________________________________________________
 AH6383  X           -     -52,180.699 (meters)                     COMP
 AH6383  Y           -  -5,555,170.572 (meters)                     COMP
 AH6383  Z           -   3,122,813.566 (meters)                     COMP
 AH6383  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6383  ELLIP HEIGHT-         -23.56  (meters)          (02/21/02) GPS OBS
 AH6383  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AH6383
 AH6383  HORZ ORDER  -  FIRST
 AH6383  ELLP ORDER  -  FIFTH     CLASS I
 AH6383
 AH6383.The horizontal coordinates were established by GPS observations
 AH6383.and adjusted by the National Geodetic Survey in December 1998..
 AH6383
 AH6383 ** The orthometric height has not been validated since last determined
 AH6383 ** by differential leveling and should not be used for control purposes.
 AH6383 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6383 ** area with valid NAVD 88 orthometric heights.
 AH6383 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6383 ** epoch indicated which incorporates improved geoid heights for the
 AH6383 ** Southern Louisiana Subsidence area.
 AH6383 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6383.The orthometric height was determined by GPS observations and a
 AH6383.high-resolution geoid model.
 AH6383
 AH6383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6383
 AH6383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6383
 AH6383.The ellipsoidal height was determined by GPS observations
 AH6383.and is referenced to NAD 83.
 AH6383
 AH6383.The geoid height was determined by GEOID03.
 AH6383
 AH6383;                    North         East     Units Scale Factor Converg.
 AH6383;SPC LA S     -   111,768.600 1,077,095.724   MT  0.99996280   +0 23 51.3
 AH6383;SPC LA S     -   366,694.15  3,533,771.55   sFT  0.99996280   +0 23 51.3
 AH6383;UTM  15      - 3,266,564.610   738,642.898   MT  1.00030276   +1 12 47.0
 AH6383
 AH6383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6383!SPC LA S     -   1.00000370  x   0.99996280  =   0.99996650
 AH6383!UTM  15      -   1.00000370  x   1.00030276  =   1.00030646
 AH6383
 AH6383:                Primary Azimuth Mark                     Grid Az
 AH6383:SPC LA S     -  PC 5                                     228 38 14.4
 AH6383:UTM  15      -  PC 5                                     227 49 18.7
 AH6383
 AH6383|---------------------------------------------------------------------|
 AH6383| PID    Reference Object                     Distance      Geod. Az  |
 AH6383|                                                           dddmmss.s |
 AH6383| AH6390 PC 5                                487.558 METERS 2290205.7 |
 AH6383|---------------------------------------------------------------------|
 AH6383
 AH6383                          SUPERSEDED SURVEY CONTROL
 AH6383
 AH6383  ELLIP H (12/17/98)  -23.52   (m)                       GP(       ) 4 2
 AH6383
 AH6383.Superseded values are not recommended for survey control.
 AH6383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6383.See file dsdata.txt to determine how the superseded data were derived.
 AH6383
 AH6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3864366565(NAD 83)
 AH6383_MARKER: DD = SURVEY DISK
 AH6383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6383_STAMPING: PC-5 AZ MK 1993
 AH6383_MARK LOGO: TPCG  
 AH6383_PROJECTION: FLUSH
 AH6383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6383+STABILITY: SURFACE MOTION
 AH6383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6383+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 AH6383
 AH6383  HISTORY     - Date     Condition        Report By
 AH6383  HISTORY     - 1993     MONUMENTED       GSENG
 AH6383  HISTORY     - 20050105 GOOD             MPHI
 AH6383
 AH6383                          STATION DESCRIPTION
 AH6383
 AH6383'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6383'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY
 AH6383'OF LA. HIGHWAY 665, (TOWNSHIP 18 SOUTH RANGE 19 EAST SECTION 65).
 AH6383'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6383'THE GROUND. MOUNUMENT IS ABOUT 1.14 MI (1.83 KM) NORTHEAST OF THE
 AH6383'INTERSECTION OF LA. HIGHWAY 55 AND LA. HIGHWAY 665, 23.2 FT (7.1 M)
 AH6383'NORTH OF A NAIL/SHINER IN THE CENTERLINE OF LA. HIGHWAY 665, 43.1 FT
 AH6383'(13.1 M) NORTHEAST OF A 4 INCH WOODEN POST, 46.7 FT (14.2 M) SOUTHEAST
 AH6383'OF AN 8 INCH SQUARE METAL POST, 37.75 FT (11.51 M) SOUTHWEST OF THE
 AH6383'CORNER OF A CONCRETE PARKING LOT.
 AH6383
 AH6383                          STATION RECOVERY (2005)
 AH6383
 AH6383'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 2005 (CSD)
 AH6383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6319 ***********************************************************************
 AH6319  DESIGNATION -  PCB 01
 AH6319  PID         -  AH6319
 AH6319  STATE/COUNTY-  LA/TERREBONNE
 AH6319  USGS QUAD   -  BOURG (1974)
 AH6319
 AH6319                         *CURRENT SURVEY CONTROL
 AH6319  ___________________________________________________________________
 AH6319* NAD 83(1992)-  29 30 03.73108(N)    090 31 55.13806(W)     ADJUSTED  
 AH6319* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6319  **This station is located in a subsidence area (see below).
 AH6319  ___________________________________________________________________
 AH6319  X           -     -51,582.936 (meters)                     COMP
 AH6319  Y           -  -5,555,442.101 (meters)                     COMP
 AH6319  Z           -   3,122,342.964 (meters)                     COMP
 AH6319  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6319  ELLIP HEIGHT-         -23.87  (meters)          (02/21/02) GPS OBS
 AH6319  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH6319
 AH6319  HORZ ORDER  -  FIRST
 AH6319  ELLP ORDER  -  FIFTH     CLASS I
 AH6319
 AH6319.The horizontal coordinates were established by GPS observations
 AH6319.and adjusted by the National Geodetic Survey in December 1998..
 AH6319
 AH6319 ** The orthometric height has not been validated since last determined
 AH6319 ** by differential leveling and should not be used for control purposes.
 AH6319 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6319 ** area with valid NAVD 88 orthometric heights.
 AH6319 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6319 ** epoch indicated which incorporates improved geoid heights for the
 AH6319 ** Southern Louisiana Subsidence area.
 AH6319 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6319.The orthometric height was determined by GPS observations and a
 AH6319.high-resolution geoid model.
 AH6319
 AH6319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6319
 AH6319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6319
 AH6319.The ellipsoidal height was determined by GPS observations
 AH6319.and is referenced to NAD 83.
 AH6319
 AH6319.The geoid height was determined by GEOID03.
 AH6319
 AH6319;                    North         East     Units Scale Factor Converg.
 AH6319;SPC LA S     -   111,232.269 1,077,699.727   MT  0.99996353   +0 24 02.5
 AH6319;SPC LA S     -   364,934.54  3,535,753.19   sFT  0.99996353   +0 24 02.5
 AH6319;UTM  15      - 3,266,036.748   739,254.681   MT  1.00030637   +1 12 57.3
 AH6319
 AH6319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6319!SPC LA S     -   1.00000375  x   0.99996353  =   0.99996728
 AH6319!UTM  15      -   1.00000375  x   1.00030637  =   1.00031012
 AH6319
 AH6319:                Primary Azimuth Mark                     Grid Az
 AH6319:SPC LA S     -  PCB 02                                   120 50 05.2
 AH6319:UTM  15      -  PCB 02                                   120 01 10.4
 AH6319
 AH6319|---------------------------------------------------------------------|
 AH6319| PID    Reference Object                     Distance      Geod. Az  |
 AH6319|                                                           dddmmss.s |
 AH6319| AH6316 PCB 02                              APPROX. 0.9 KM 1211407.7 |
 AH6319|---------------------------------------------------------------------|
 AH6319
 AH6319                          SUPERSEDED SURVEY CONTROL
 AH6319
 AH6319  ELLIP H (12/17/98)  -23.83   (m)                       GP(       ) 4 2
 AH6319
 AH6319.Superseded values are not recommended for survey control.
 AH6319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6319.See file dsdata.txt to determine how the superseded data were derived.
 AH6319
 AH6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3925566037(NAD 83)
 AH6319_MARKER: DD = SURVEY DISK
 AH6319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6319_STAMPING: PCB 01
 AH6319_MARK LOGO: LA-109
 AH6319_PROJECTION: FLUSH
 AH6319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6319+STABILITY: SURFACE MOTION
 AH6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6319+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6319
 AH6319  HISTORY     - Date     Condition        Report By
 AH6319  HISTORY     - 1995     MONUMENTED       MPHI
 AH6319
 AH6319                          STATION DESCRIPTION
 AH6319
 AH6319'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6319'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6319'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6319'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6319'HWY 665 AND TRAVEL SOUTH FOR 1.65 MI (2.66 KM) AND THE STATION IS ON
 AH6319'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6319'19.7 FT (6.0 M) NORTHEAST FROM THE CENTERLINE OF HWY 665, 62.0 FT
 AH6319'(18.9 M) NORTHWEST FROM THE POWER POLE WITH LIGHT AND TRANSFORMER,
 AH6319'52.7 FT (16.1 M) NORTH FROM THE TELEPHONE PED. NO.33, 25.6 FT (7.8 M)
 AH6319'SOUTHEAST FROM THE CENTERLINE OF FILMORE LANE, 115.7 FT (35.3 M)
 AH6319'SOUTHEAST FROM THE NORTHWEST CORNER OF HOUSE NO.101, AND 92.0 FT (28.0
 AH6319'M) SOUTHWEST FROM THE NORTHEAST CORNER OF HOUSE NO.100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6316 ***********************************************************************
 AH6316  DESIGNATION -  PCB 02
 AH6316  PID         -  AH6316
 AH6316  STATE/COUNTY-  LA/TERREBONNE
 AH6316  USGS QUAD   -  MONTEGUT (1994)
 AH6316
 AH6316                         *CURRENT SURVEY CONTROL
 AH6316  ___________________________________________________________________
 AH6316* NAD 83(1992)-  29 29 49.40806(N)    090 31 28.14310(W)     ADJUSTED  
 AH6316* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6316  **This station is located in a subsidence area (see below).
 AH6316  ___________________________________________________________________
 AH6316  X           -     -50,857.852 (meters)                     COMP
 AH6316  Y           -  -5,555,665.793 (meters)                     COMP
 AH6316  Z           -   3,121,959.041 (meters)                     COMP
 AH6316  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6316  ELLIP HEIGHT-         -24.05  (meters)          (02/21/02) GPS OBS
 AH6316  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AH6316
 AH6316  HORZ ORDER  -  FIRST
 AH6316  ELLP ORDER  -  FIFTH     CLASS I
 AH6316
 AH6316.The horizontal coordinates were established by GPS observations
 AH6316.and adjusted by the National Geodetic Survey in December 1998..
 AH6316
 AH6316 ** The orthometric height has not been validated since last determined
 AH6316 ** by differential leveling and should not be used for control purposes.
 AH6316 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6316 ** area with valid NAVD 88 orthometric heights.
 AH6316 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6316 ** epoch indicated which incorporates improved geoid heights for the
 AH6316 ** Southern Louisiana Subsidence area.
 AH6316 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6316.The orthometric height was determined by GPS observations and a
 AH6316.high-resolution geoid model.
 AH6316
 AH6316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6316
 AH6316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6316
 AH6316.The ellipsoidal height was determined by GPS observations
 AH6316.and is referenced to NAD 83.
 AH6316
 AH6316.The geoid height was determined by GEOID03.
 AH6316
 AH6316;                    North         East     Units Scale Factor Converg.
 AH6316;SPC LA S     -   110,796.398 1,078,429.899   MT  0.99996414   +0 24 16.0
 AH6316;SPC LA S     -   363,504.52  3,538,148.76   sFT  0.99996414   +0 24 16.0
 AH6316;UTM  15      - 3,265,611.162   739,991.234   MT  1.00031073   +1 13 10.1
 AH6316
 AH6316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6316!SPC LA S     -   1.00000378  x   0.99996414  =   0.99996792
 AH6316!UTM  15      -   1.00000378  x   1.00031073  =   1.00031451
 AH6316
 AH6316:                Primary Azimuth Mark                     Grid Az
 AH6316:SPC LA S     -  PCB 03                                   143 30 14.5
 AH6316:UTM  15      -  PCB 03                                   142 41 20.4
 AH6316
 AH6316|---------------------------------------------------------------------|
 AH6316| PID    Reference Object                     Distance      Geod. Az  |
 AH6316|                                                           dddmmss.s |
 AH6316| AH6311 PCB 03                              APPROX. 1.1 KM 1435430.5 |
 AH6316|---------------------------------------------------------------------|
 AH6316
 AH6316                          SUPERSEDED SURVEY CONTROL
 AH6316
 AH6316  ELLIP H (12/17/98)  -24.01   (m)                       GP(       ) 4 2
 AH6316
 AH6316.Superseded values are not recommended for survey control.
 AH6316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6316.See file dsdata.txt to determine how the superseded data were derived.
 AH6316
 AH6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3999165611(NAD 83)
 AH6316_MARKER: DD = SURVEY DISK
 AH6316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6316_STAMPING: PCB 02
 AH6316_MARK LOGO: LA-109
 AH6316_PROJECTION: FLUSH
 AH6316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6316+STABILITY: SURFACE MOTION
 AH6316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6316+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6316
 AH6316  HISTORY     - Date     Condition        Report By
 AH6316  HISTORY     - 1995     MONUMENTED       MPHI
 AH6316
 AH6316                          STATION DESCRIPTION
 AH6316
 AH6316'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6316'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6316'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6316'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6316'HWY 665 AND TRAVEL SOUTH FOR 2.17 MI (3.49 KM) AND THE STATION IS ON
 AH6316'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6316'17.5 FT (5.3 M) NORTHEAST FROM THE CENTERLINE OF HWY 665, 71.3 FT
 AH6316'(21.7 M) EAST FROM THE TELEPHONE PED.NO.42, 74.7 FT (22.8 M) SOUTHEAST
 AH6316'FROM THE POWER POLE WITH A LIGHT, 88.2 FT (26.9 M) SOUTHEAST FROM THE
 AH6316'CENTERLINE OF THE DRIVEWAY TO HOUSE NO.461, AND 238.0 FT (72.5 M)
 AH6316'NORTHWEST FROM THE CENTERLINE OF THE HIGH VOLTAGE LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6311 ***********************************************************************
 AH6311  DESIGNATION -  PCB 03
 AH6311  PID         -  AH6311
 AH6311  STATE/COUNTY-  LA/TERREBONNE
 AH6311  USGS QUAD   -  MONTEGUT (1994)
 AH6311
 AH6311                         *CURRENT SURVEY CONTROL
 AH6311  ___________________________________________________________________
 AH6311* NAD 83(1992)-  29 29 21.72087(N)    090 31 05.07375(W)     ADJUSTED  
 AH6311* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6311  **This station is located in a subsidence area (see below).
 AH6311  ___________________________________________________________________
 AH6311  X           -     -50,240.281 (meters)                     COMP
 AH6311  Y           -  -5,556,091.012 (meters)                     COMP
 AH6311  Z           -   3,121,216.962 (meters)                     COMP
 AH6311  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AH6311  ELLIP HEIGHT-         -24.18  (meters)          (02/21/02) GPS OBS
 AH6311  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AH6311
 AH6311  HORZ ORDER  -  FIRST
 AH6311  ELLP ORDER  -  FIFTH     CLASS I
 AH6311
 AH6311.The horizontal coordinates were established by GPS observations
 AH6311.and adjusted by the National Geodetic Survey in December 1998..
 AH6311
 AH6311 ** The orthometric height has not been validated since last determined
 AH6311 ** by differential leveling and should not be used for control purposes.
 AH6311 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6311 ** area with valid NAVD 88 orthometric heights.
 AH6311 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6311 ** epoch indicated which incorporates improved geoid heights for the
 AH6311 ** Southern Louisiana Subsidence area.
 AH6311 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6311.The orthometric height was determined by GPS observations and a
 AH6311.high-resolution geoid model.
 AH6311
 AH6311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6311
 AH6311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6311
 AH6311.The ellipsoidal height was determined by GPS observations
 AH6311.and is referenced to NAD 83.
 AH6311
 AH6311.The geoid height was determined by GEOID03.
 AH6311
 AH6311;                    North         East     Units Scale Factor Converg.
 AH6311;SPC LA S     -   109,948.365 1,079,057.319   MT  0.99996532   +0 24 27.5
 AH6311;SPC LA S     -   360,722.26  3,540,207.22   sFT  0.99996532   +0 24 27.5
 AH6311;UTM  15      - 3,264,771.846   740,630.873   MT  1.00031452   +1 13 20.4
 AH6311
 AH6311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6311!SPC LA S     -   1.00000380  x   0.99996532  =   0.99996912
 AH6311!UTM  15      -   1.00000380  x   1.00031452  =   1.00031832
 AH6311
 AH6311:                Primary Azimuth Mark                     Grid Az
 AH6311:SPC LA S     -  PCB 02                                   323 30 14.3
 AH6311:UTM  15      -  PCB 02                                   322 41 21.4
 AH6311
 AH6311|---------------------------------------------------------------------|
 AH6311| PID    Reference Object                     Distance      Geod. Az  |
 AH6311|                                                           dddmmss.s |
 AH6311| AH6316 PCB 02                              APPROX. 1.1 KM 3235441.8 |
 AH6311|---------------------------------------------------------------------|
 AH6311
 AH6311                          SUPERSEDED SURVEY CONTROL
 AH6311
 AH6311  ELLIP H (12/17/98)  -24.14   (m)                       GP(       ) 4 2
 AH6311
 AH6311.Superseded values are not recommended for survey control.
 AH6311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6311.See file dsdata.txt to determine how the superseded data were derived.
 AH6311
 AH6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4063164772(NAD 83)
 AH6311_MARKER: DD = SURVEY DISK
 AH6311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6311_STAMPING: PCB 03
 AH6311_MARK LOGO: LA-109
 AH6311_PROJECTION: FLUSH
 AH6311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6311+STABILITY: SURFACE MOTION
 AH6311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6311+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6311
 AH6311  HISTORY     - Date     Condition        Report By
 AH6311  HISTORY     - 1995     MONUMENTED       MPHI
 AH6311
 AH6311                          STATION DESCRIPTION
 AH6311
 AH6311'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6311'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6311'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6311'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6311'HWY 665 AND TRAVEL SOUTH FOR 2.85 MI (4.59 KM) AND THE STATION IS ON
 AH6311'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6311'18.7 FT (5.7 M) NORTHEAST FROM THE CENTERLINE OF HWY 665, 87.80 FT
 AH6311'(26.76 M) NORTHWEST FROM THE POWER POLE WITH LIGHT AND TRANSFORMER,
 AH6311'41.80 FT (12.74 M) NORTHEAST FROM THE RIGHT-OF-WAY MARKER, 42.50 FT
 AH6311'(12.95 M) NORTHWEST FROM THE CENTERLINE OF THE DRIVEWAY TO HOUSE
 AH6311'NO.553, AND 106.30 FT (32.40 M) NORTHEAST FROM THE NORTHEAST CORNER OF
 AH6311'HOUSE NO.550.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6301 ***********************************************************************
 AH6301  DESIGNATION -  PCB 04
 AH6301  PID         -  AH6301
 AH6301  STATE/COUNTY-  LA/TERREBONNE
 AH6301  USGS QUAD   -  MONTEGUT (1994)
 AH6301
 AH6301                         *CURRENT SURVEY CONTROL
 AH6301  ___________________________________________________________________
 AH6301* NAD 83(1992)-  29 28 33.87748(N)    090 30 00.63075(W)     ADJUSTED  
 AH6301* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6301  **This station is located in a subsidence area (see below).
 AH6301  ___________________________________________________________________
 AH6301  X           -     -48,510.730 (meters)                     COMP
 AH6301  Y           -  -5,556,831.721 (meters)                     COMP
 AH6301  Z           -   3,119,934.809 (meters)                     COMP
 AH6301  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AH6301  ELLIP HEIGHT-         -23.82  (meters)          (02/21/02) GPS OBS
 AH6301  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AH6301
 AH6301  HORZ ORDER  -  FIRST
 AH6301  ELLP ORDER  -  FIFTH     CLASS I
 AH6301
 AH6301.The horizontal coordinates were established by GPS observations
 AH6301.and adjusted by the National Geodetic Survey in December 1998..
 AH6301
 AH6301 ** The orthometric height has not been validated since last determined
 AH6301 ** by differential leveling and should not be used for control purposes.
 AH6301 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6301 ** area with valid NAVD 88 orthometric heights.
 AH6301 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6301 ** epoch indicated which incorporates improved geoid heights for the
 AH6301 ** Southern Louisiana Subsidence area.
 AH6301 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6301.The orthometric height was determined by GPS observations and a
 AH6301.high-resolution geoid model.
 AH6301
 AH6301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6301
 AH6301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6301
 AH6301.The ellipsoidal height was determined by GPS observations
 AH6301.and is referenced to NAD 83.
 AH6301
 AH6301.The geoid height was determined by GEOID03.
 AH6301
 AH6301;                    North         East     Units Scale Factor Converg.
 AH6301;SPC LA S     -   108,487.844 1,080,803.883   MT  0.99996740   +0 24 59.7
 AH6301;SPC LA S     -   355,930.53  3,545,937.41   sFT  0.99996740   +0 24 59.7
 AH6301;UTM  15      - 3,263,335.790   742,398.644   MT  1.00032506   +1 13 50.4
 AH6301
 AH6301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6301!SPC LA S     -   1.00000374  x   0.99996740  =   0.99997114
 AH6301!UTM  15      -   1.00000374  x   1.00032506  =   1.00032880
 AH6301
 AH6301                          SUPERSEDED SURVEY CONTROL
 AH6301
 AH6301  ELLIP H (12/17/98)  -23.78   (m)                       GP(       ) 4 2
 AH6301
 AH6301.Superseded values are not recommended for survey control.
 AH6301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6301.See file dsdata.txt to determine how the superseded data were derived.
 AH6301
 AH6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4239963336(NAD 83)
 AH6301_MARKER: DD = SURVEY DISK
 AH6301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6301_STAMPING: PCB 04
 AH6301_MARK LOGO: LA-109
 AH6301_PROJECTION: FLUSH
 AH6301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6301+STABILITY: SURFACE MOTION
 AH6301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6301+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6301
 AH6301  HISTORY     - Date     Condition        Report By
 AH6301  HISTORY     - 1995     MONUMENTED       MPHI
 AH6301
 AH6301                          STATION DESCRIPTION
 AH6301
 AH6301'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6301'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6301'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6301'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6301'HWY 665 AND TRAVEL SOUTH FOR 4.4 MI (7.1 KM) AND THE STATION IS ON THE
 AH6301'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 18.2
 AH6301'FT (5.5 M) NORTH FROM THE CENTERLINE OF HWY 665, 87.5 FT (26.7 M)
 AH6301'NORTHWEST FROM THE FIRE HYDRANT, 49.6 FT (15.1 M) NORTHEAST FROM THE
 AH6301'SERVICE POLE, 48.2 FT (14.7 M) NORTHEAST FROM THE TELEPHONE PED.NO.77,
 AH6301'AND 63.8 FT (19.4 M) SOUTHWEST FROM THE POWER POLE WITH LIGHT AND
 AH6301'TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6228 ***********************************************************************
 AH6228  DESIGNATION -  PCB 05
 AH6228  PID         -  AH6228
 AH6228  STATE/COUNTY-  LA/TERREBONNE
 AH6228  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6228
 AH6228                         *CURRENT SURVEY CONTROL
 AH6228  ___________________________________________________________________
 AH6228* NAD 83(1992)-  29 27 53.25132(N)    090 29 23.26157(W)     ADJUSTED  
 AH6228* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6228  **This station is located in a subsidence area (see below).
 AH6228  ___________________________________________________________________
 AH6228  X           -     -47,509.249 (meters)                     COMP
 AH6228  Y           -  -5,557,455.287 (meters)                     COMP
 AH6228  Z           -   3,118,845.504 (meters)                     COMP
 AH6228  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH6228  ELLIP HEIGHT-         -24.40  (meters)          (02/21/02) GPS OBS
 AH6228  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AH6228
 AH6228  HORZ ORDER  -  FIRST
 AH6228  ELLP ORDER  -  FIFTH     CLASS I
 AH6228
 AH6228.The horizontal coordinates were established by GPS observations
 AH6228.and adjusted by the National Geodetic Survey in December 1998..
 AH6228
 AH6228 ** The orthometric height has not been validated since last determined
 AH6228 ** by differential leveling and should not be used for control purposes.
 AH6228 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6228 ** area with valid NAVD 88 orthometric heights.
 AH6228 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6228 ** epoch indicated which incorporates improved geoid heights for the
 AH6228 ** Southern Louisiana Subsidence area.
 AH6228 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6228.The orthometric height was determined by GPS observations and a
 AH6228.high-resolution geoid model.
 AH6228
 AH6228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6228
 AH6228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6228
 AH6228.The ellipsoidal height was determined by GPS observations
 AH6228.and is referenced to NAD 83.
 AH6228
 AH6228.The geoid height was determined by GEOID03.
 AH6228
 AH6228;                    North         East     Units Scale Factor Converg.
 AH6228;SPC LA S     -   107,244.409 1,081,819.809   MT  0.99996921   +0 25 18.4
 AH6228;SPC LA S     -   351,851.03  3,549,270.49   sFT  0.99996921   +0 25 18.4
 AH6228;UTM  15      - 3,262,106.467   743,432.501   MT  1.00033126   +1 14 07.3
 AH6228
 AH6228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6228!SPC LA S     -   1.00000383  x   0.99996921  =   0.99997304
 AH6228!UTM  15      -   1.00000383  x   1.00033126  =   1.00033509
 AH6228
 AH6228:                Primary Azimuth Mark                     Grid Az
 AH6228:SPC LA S     -  PCB 06                                   124 07 59.4
 AH6228:UTM  15      -  PCB 06                                   123 19 10.5
 AH6228
 AH6228|---------------------------------------------------------------------|
 AH6228| PID    Reference Object                     Distance      Geod. Az  |
 AH6228|                                                           dddmmss.s |
 AH6228| AH6229 PCB 06                              APPROX. 0.7 KM 1243317.8 |
 AH6228|---------------------------------------------------------------------|
 AH6228
 AH6228                          SUPERSEDED SURVEY CONTROL
 AH6228
 AH6228  ELLIP H (12/17/98)  -24.36   (m)                       GP(       ) 4 2
 AH6228
 AH6228.Superseded values are not recommended for survey control.
 AH6228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6228.See file dsdata.txt to determine how the superseded data were derived.
 AH6228
 AH6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4343362106(NAD 83)
 AH6228_MARKER: DD = SURVEY DISK
 AH6228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6228_STAMPING: PCB 05
 AH6228_MARK LOGO: LA-109
 AH6228_PROJECTION: FLUSH
 AH6228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6228+STABILITY: SURFACE MOTION
 AH6228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6228+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6228
 AH6228  HISTORY     - Date     Condition        Report By
 AH6228  HISTORY     - 1995     MONUMENTED       MPHI
 AH6228
 AH6228                          STATION DESCRIPTION
 AH6228
 AH6228'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6228'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6228'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6228'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6228'HWY 665 AND TRAVEL SOUTH FOR 5.42 MI (8.72 KM) AND THE STATION IS ON
 AH6228'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6228'21.7 FT (6.6 M) NORTHEAST FROM THE CENTERLINE OF HWY 665, 49.8 FT
 AH6228'(15.2 M) NORTHEAST FROM THE TELEPHONE PED.NO.92, 66.0 FT (20.1 M)
 AH6228'NORTHEAST FROM THE NORTH CORNER OF HOUSE NO.990, 57.5 FT (17.5 M) EAST
 AH6228'FROM THE POWER POLE WITH A LIGHT AND TRANSFORMER, AND 50.2 FT (15.3 M)
 AH6228'NORTHWEST FROM THE CENTERLINE OF DRIVEWAY TO HOUSE NO.993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6229 ***********************************************************************
 AH6229  DESIGNATION -  PCB 06
 AH6229  PID         -  AH6229
 AH6229  STATE/COUNTY-  LA/TERREBONNE
 AH6229  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6229
 AH6229                         *CURRENT SURVEY CONTROL
 AH6229  ___________________________________________________________________
 AH6229* NAD 83(1992)-  29 27 39.61586(N)    090 29 00.63860(W)     ADJUSTED  
 AH6229* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6229  **This station is located in a subsidence area (see below).
 AH6229  ___________________________________________________________________
 AH6229  X           -     -46,901.455 (meters)                     COMP
 AH6229  Y           -  -5,557,667.155 (meters)                     COMP
 AH6229  Z           -   3,118,480.081 (meters)                     COMP
 AH6229  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AH6229  ELLIP HEIGHT-         -24.17  (meters)          (02/21/02) GPS OBS
 AH6229  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH6229
 AH6229  HORZ ORDER  -  FIRST
 AH6229  ELLP ORDER  -  FIFTH     CLASS I
 AH6229
 AH6229.The horizontal coordinates were established by GPS observations
 AH6229.and adjusted by the National Geodetic Survey in December 1998..
 AH6229
 AH6229 ** The orthometric height has not been validated since last determined
 AH6229 ** by differential leveling and should not be used for control purposes.
 AH6229 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6229 ** area with valid NAVD 88 orthometric heights.
 AH6229 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6229 ** epoch indicated which incorporates improved geoid heights for the
 AH6229 ** Southern Louisiana Subsidence area.
 AH6229 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6229.The orthometric height was determined by GPS observations and a
 AH6229.high-resolution geoid model.
 AH6229
 AH6229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6229
 AH6229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6229
 AH6229.The ellipsoidal height was determined by GPS observations
 AH6229.and is referenced to NAD 83.
 AH6229
 AH6229.The geoid height was determined by GEOID03.
 AH6229
 AH6229;                    North         East     Units Scale Factor Converg.
 AH6229;SPC LA S     -   106,829.103 1,082,432.450   MT  0.99996982   +0 25 29.7
 AH6229;SPC LA S     -   350,488.48  3,551,280.46   sFT  0.99996982   +0 25 29.7
 AH6229;UTM  15      - 3,261,699.754   744,051.201   MT  1.00033499   +1 14 17.9
 AH6229
 AH6229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6229!SPC LA S     -   1.00000380  x   0.99996982  =   0.99997362
 AH6229!UTM  15      -   1.00000380  x   1.00033499  =   1.00033879
 AH6229
 AH6229:                Primary Azimuth Mark                     Grid Az
 AH6229:SPC LA S     -  PCB 05                                   304 07 59.2
 AH6229:UTM  15      -  PCB 05                                   303 19 11.0
 AH6229
 AH6229|---------------------------------------------------------------------|
 AH6229| PID    Reference Object                     Distance      Geod. Az  |
 AH6229|                                                           dddmmss.s |
 AH6229| AH6228 PCB 05                              APPROX. 0.7 KM 3043328.9 |
 AH6229|---------------------------------------------------------------------|
 AH6229
 AH6229                          SUPERSEDED SURVEY CONTROL
 AH6229
 AH6229  ELLIP H (12/17/98)  -24.14   (m)                       GP(       ) 4 2
 AH6229
 AH6229.Superseded values are not recommended for survey control.
 AH6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6229.See file dsdata.txt to determine how the superseded data were derived.
 AH6229
 AH6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4405161700(NAD 83)
 AH6229_MARKER: DD = SURVEY DISK
 AH6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6229_STAMPING: PCB 06
 AH6229_MARK LOGO: LA-109
 AH6229_PROJECTION: FLUSH
 AH6229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6229+STABILITY: SURFACE MOTION
 AH6229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6229+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6229
 AH6229  HISTORY     - Date     Condition        Report By
 AH6229  HISTORY     - 1995     MONUMENTED       MPHI
 AH6229
 AH6229                          STATION DESCRIPTION
 AH6229
 AH6229'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6229'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6229'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6229'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6229'HWY 665 AND TRAVEL SOUTH FOR 5.9 MI (9.5 KM) AND THE STATION IS ON THE
 AH6229'LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 19.3
 AH6229'FT (5.9 M) NORTH FROM THE CENTERLINE OF HWY 665, 104.8 FT (31.9 M)
 AH6229'NORTHWEST FROM THE POWER POLE WITH A LIGHT, 65.4 FT (19.9 M) NORTHEAST
 AH6229'FROM THE NORTHWEST CORNER OF HOUSE NO.1052, AND 110.3 FT (33.6 M)
 AH6229'NORTHEAST FROM THE TELEPHONE PED.NO.99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6369 ***********************************************************************
 AH6369  DESIGNATION -  PCB 07
 AH6369  PID         -  AH6369
 AH6369  STATE/COUNTY-  LA/TERREBONNE
 AH6369  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6369
 AH6369                         *CURRENT SURVEY CONTROL
 AH6369  ___________________________________________________________________
 AH6369* NAD 83(1992)-  29 26 52.27232(N)    090 27 55.33332(W)     ADJUSTED  
 AH6369* NAVD 88     -         0.5  **(meters)       2.   **(feet)  GPS OBS   
 AH6369  **This station is located in a subsidence area (see below).
 AH6369  ___________________________________________________________________
 AH6369  X           -     -45,147.666 (meters)                     COMP
 AH6369  Y           -  -5,558,398.234 (meters)                     COMP
 AH6369  Z           -   3,117,210.651 (meters)                     COMP
 AH6369  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AH6369  ELLIP HEIGHT-         -24.47  (meters)          (02/21/02) GPS OBS
 AH6369  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AH6369
 AH6369  HORZ ORDER  -  FIRST
 AH6369  ELLP ORDER  -  FIFTH     CLASS I
 AH6369
 AH6369.The horizontal coordinates were established by GPS observations
 AH6369.and adjusted by the National Geodetic Survey in December 1998..
 AH6369
 AH6369 ** The orthometric height has not been validated since last determined
 AH6369 ** by differential leveling and should not be used for control purposes.
 AH6369 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6369 ** area with valid NAVD 88 orthometric heights.
 AH6369 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6369 ** epoch indicated which incorporates improved geoid heights for the
 AH6369 ** Southern Louisiana Subsidence area.
 AH6369 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6369.The orthometric height was determined by GPS observations and a
 AH6369.high-resolution geoid model.
 AH6369
 AH6369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6369
 AH6369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6369
 AH6369.The ellipsoidal height was determined by GPS observations
 AH6369.and is referenced to NAD 83.
 AH6369
 AH6369.The geoid height was determined by GEOID03.
 AH6369
 AH6369;                    North         East     Units Scale Factor Converg.
 AH6369;SPC LA S     -   105,384.678 1,084,203.064   MT  0.99997200   +0 26 02.4
 AH6369;SPC LA S     -   345,749.56  3,557,089.55   sFT  0.99997200   +0 26 02.4
 AH6369;UTM  15      - 3,260,280.075   745,842.796   MT  1.00034582   +1 14 48.2
 AH6369
 AH6369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6369!SPC LA S     -   1.00000384  x   0.99997200  =   0.99997584
 AH6369!UTM  15      -   1.00000384  x   1.00034582  =   1.00034966
 AH6369
 AH6369:                Primary Azimuth Mark                     Grid Az
 AH6369:SPC LA S     -  PCB 08                                   153 24 24.8
 AH6369:UTM  15      -  PCB 08                                   152 35 39.0
 AH6369
 AH6369|---------------------------------------------------------------------|
 AH6369| PID    Reference Object                     Distance      Geod. Az  |
 AH6369|                                                           dddmmss.s |
 AH6369| AH6365 PCB 08                              APPROX. 0.7 KM 1535027.2 |
 AH6369|---------------------------------------------------------------------|
 AH6369
 AH6369                          SUPERSEDED SURVEY CONTROL
 AH6369
 AH6369  ELLIP H (12/17/98)  -24.45   (m)                       GP(       ) 4 2
 AH6369
 AH6369.Superseded values are not recommended for survey control.
 AH6369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6369.See file dsdata.txt to determine how the superseded data were derived.
 AH6369
 AH6369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4584360280(NAD 83)
 AH6369_MARKER: DD = SURVEY DISK
 AH6369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6369_STAMPING: PCB 07
 AH6369_MARK LOGO: LA-109
 AH6369_PROJECTION: FLUSH
 AH6369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6369+STABILITY: SURFACE MOTION
 AH6369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6369+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6369
 AH6369  HISTORY     - Date     Condition        Report By
 AH6369  HISTORY     - 1995     MONUMENTED       MPHI
 AH6369
 AH6369                          STATION DESCRIPTION
 AH6369
 AH6369'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6369'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6369'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6369'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6369'HWY 665 AND TRAVEL SOUTH FOR 7.45 MI (11.99 KM) AND THE STATION IS ON
 AH6369'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6369'19.8 FT (6.0 M) NORTHEAST FROM THE CENTERLINE OF HWY 665, 256.2 FT
 AH6369'(78.1 M) NORTHWEST FROM THE CENTERLINE OF THE WILDLIFE MANAGEMENT SIGN
 AH6369'(2 POST SIGN), AND 221.0 MI (355.7 KM) FROM THE TELEPHONE PED NO.105.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6365 ***********************************************************************
 AH6365  DESIGNATION -  PCB 08
 AH6365  PID         -  AH6365
 AH6365  STATE/COUNTY-  LA/TERREBONNE
 AH6365  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6365
 AH6365                         *CURRENT SURVEY CONTROL
 AH6365  ___________________________________________________________________
 AH6365* NAD 83(1992)-  29 26 32.40361(N)    090 27 44.18408(W)     ADJUSTED  
 AH6365* NAVD 88     -         0.5  **(meters)       2.   **(feet)  GPS OBS   
 AH6365  **This station is located in a subsidence area (see below).
 AH6365  ___________________________________________________________________
 AH6365  X           -     -44,849.644 (meters)                     COMP
 AH6365  Y           -  -5,558,701.352 (meters)                     COMP
 AH6365  Z           -   3,116,677.903 (meters)                     COMP
 AH6365  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AH6365  ELLIP HEIGHT-         -24.51  (meters)          (02/21/02) GPS OBS
 AH6365  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AH6365
 AH6365  HORZ ORDER  -  FIRST
 AH6365  ELLP ORDER  -  FIFTH     CLASS I
 AH6365
 AH6365.The horizontal coordinates were established by GPS observations
 AH6365.and adjusted by the National Geodetic Survey in December 1998..
 AH6365
 AH6365 ** The orthometric height has not been validated since last determined
 AH6365 ** by differential leveling and should not be used for control purposes.
 AH6365 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6365 ** area with valid NAVD 88 orthometric heights.
 AH6365 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6365 ** epoch indicated which incorporates improved geoid heights for the
 AH6365 ** Southern Louisiana Subsidence area.
 AH6365 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6365.The orthometric height was determined by GPS observations and a
 AH6365.high-resolution geoid model.
 AH6365
 AH6365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6365
 AH6365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6365
 AH6365.The ellipsoidal height was determined by GPS observations
 AH6365.and is referenced to NAD 83.
 AH6365
 AH6365.The geoid height was determined by GEOID03.
 AH6365
 AH6365;                    North         East     Units Scale Factor Converg.
 AH6365;SPC LA S     -   104,775.240 1,084,508.157   MT  0.99997292   +0 26 07.9
 AH6365;SPC LA S     -   343,750.10  3,558,090.51   sFT  0.99997292   +0 26 07.9
 AH6365;UTM  15      - 3,259,674.798   746,156.618   MT  1.00034773   +1 14 52.9
 AH6365
 AH6365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6365!SPC LA S     -   1.00000385  x   0.99997292  =   0.99997677
 AH6365!UTM  15      -   1.00000385  x   1.00034773  =   1.00035158
 AH6365
 AH6365:                Primary Azimuth Mark                     Grid Az
 AH6365:SPC LA S     -  PCB 09                                   158 14 24.5
 AH6365:UTM  15      -  PCB 09                                   157 25 39.5
 AH6365
 AH6365|---------------------------------------------------------------------|
 AH6365| PID    Reference Object                     Distance      Geod. Az  |
 AH6365|                                                           dddmmss.s |
 AH6365| AH6361 PCB 09                              APPROX. 0.9 KM 1584032.4 |
 AH6365| AH6369 PCB 07                              APPROX. 0.7 KM 3335032.7 |
 AH6365|---------------------------------------------------------------------|
 AH6365
 AH6365                          SUPERSEDED SURVEY CONTROL
 AH6365
 AH6365  ELLIP H (12/17/98)  -24.49   (m)                       GP(       ) 4 2
 AH6365
 AH6365.Superseded values are not recommended for survey control.
 AH6365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6365.See file dsdata.txt to determine how the superseded data were derived.
 AH6365
 AH6365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4615759675(NAD 83)
 AH6365_MARKER: DD = SURVEY DISK
 AH6365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6365_STAMPING: PCB 08
 AH6365_MARK LOGO: LA-109
 AH6365_PROJECTION: FLUSH
 AH6365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6365+STABILITY: SURFACE MOTION
 AH6365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6365+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6365
 AH6365  HISTORY     - Date     Condition        Report By
 AH6365  HISTORY     - 1995     MONUMENTED       MPHI
 AH6365
 AH6365                          STATION DESCRIPTION
 AH6365
 AH6365'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6365'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6365'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6365'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6365'HWY 665 AND TRAVEL SOUTH FOR 7.9 MI (12.7 KM) AND THE STATION IS ON
 AH6365'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6365'26.0 FT (7.9 M) NORTHEAST FROM THE CENTERLINE FROM THE HWY 665, 81.7
 AH6365'FT (24.9 M) NORTH FROM THE PIPELINE VENT, AND 40.6 FT (12.4 M)
 AH6365'NORTHWEST FROM THE CENTERLINE OF THE PIPELINE CROSSING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6361 ***********************************************************************
 AH6361  DESIGNATION -  PCB 09
 AH6361  PID         -  AH6361
 AH6361  STATE/COUNTY-  LA/TERREBONNE
 AH6361  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6361
 AH6361                         *CURRENT SURVEY CONTROL
 AH6361  ___________________________________________________________________
 AH6361* NAD 83(1992)-  29 26 06.01029(N)    090 27 32.41392(W)     ADJUSTED  
 AH6361* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6361  **This station is located in a subsidence area (see below).
 AH6361  ___________________________________________________________________
 AH6361  X           -     -44,535.649 (meters)                     COMP
 AH6361  Y           -  -5,559,103.835 (meters)                     COMP
 AH6361  Z           -   3,115,970.493 (meters)                     COMP
 AH6361  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AH6361  ELLIP HEIGHT-         -23.89  (meters)          (02/21/02) GPS OBS
 AH6361  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AH6361
 AH6361  HORZ ORDER  -  FIRST
 AH6361  ELLP ORDER  -  FIFTH     CLASS I
 AH6361
 AH6361.The horizontal coordinates were established by GPS observations
 AH6361.and adjusted by the National Geodetic Survey in December 1998..
 AH6361
 AH6361 ** The orthometric height has not been validated since last determined
 AH6361 ** by differential leveling and should not be used for control purposes.
 AH6361 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6361 ** area with valid NAVD 88 orthometric heights.
 AH6361 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6361 ** epoch indicated which incorporates improved geoid heights for the
 AH6361 ** Southern Louisiana Subsidence area.
 AH6361 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6361.The orthometric height was determined by GPS observations and a
 AH6361.high-resolution geoid model.
 AH6361
 AH6361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6361
 AH6361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6361
 AH6361.The ellipsoidal height was determined by GPS observations
 AH6361.and is referenced to NAD 83.
 AH6361
 AH6361.The geoid height was determined by GEOID03.
 AH6361
 AH6361;                    North         East     Units Scale Factor Converg.
 AH6361;SPC LA S     -   103,965.057 1,084,831.549   MT  0.99997417   +0 26 13.8
 AH6361;SPC LA S     -   341,092.02  3,559,151.51   sFT  0.99997417   +0 26 13.8
 AH6361;UTM  15      - 3,258,868.980   746,491.590   MT  1.00034977   +1 14 57.7
 AH6361
 AH6361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6361!SPC LA S     -   1.00000375  x   0.99997417  =   0.99997792
 AH6361!UTM  15      -   1.00000375  x   1.00034977  =   1.00035352
 AH6361
 AH6361:                Primary Azimuth Mark                     Grid Az
 AH6361:SPC LA S     -  PCB 08                                   338 14 24.4
 AH6361:UTM  15      -  PCB 08                                   337 25 40.5
 AH6361
 AH6361|---------------------------------------------------------------------|
 AH6361| PID    Reference Object                     Distance      Geod. Az  |
 AH6361|                                                           dddmmss.s |
 AH6361| AH6365 PCB 08                              APPROX. 0.9 KM 3384038.2 |
 AH6361|---------------------------------------------------------------------|
 AH6361
 AH6361                          SUPERSEDED SURVEY CONTROL
 AH6361
 AH6361  ELLIP H (12/17/98)  -23.87   (m)                       GP(       ) 4 2
 AH6361
 AH6361.Superseded values are not recommended for survey control.
 AH6361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6361.See file dsdata.txt to determine how the superseded data were derived.
 AH6361
 AH6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4649258869(NAD 83)
 AH6361_MARKER: DD = SURVEY DISK
 AH6361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6361_STAMPING: PCB 09
 AH6361_MARK LOGO: LA-109
 AH6361_PROJECTION: FLUSH
 AH6361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6361+STABILITY: SURFACE MOTION
 AH6361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6361+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6361
 AH6361  HISTORY     - Date     Condition        Report By
 AH6361  HISTORY     - 1995     MONUMENTED       MPHI
 AH6361
 AH6361                          STATION DESCRIPTION
 AH6361
 AH6361'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6361'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6361'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6361'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6361'HWY 665 AND TRAVEL SOUTH FOR 8.4 MI (13.5 KM) AND THE STATION IS ON
 AH6361'THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS
 AH6361'31.4 FT (9.6 M) EAST FROM THE CENTERLINE OF HWY 665, 177.0 FT (53.9 M)
 AH6361'NORTHEAST FROM THE NORTHWEST CORNER OF THE 2.5 FT HIGH CONCRETE BRIDGE
 AH6361'WALL, 107.3 FT (32.7 M) SOUTH FROM THE LIGHT POLE, 34.0 FT (10.4 M)
 AH6361'SOUTHWEST FROM THE RIGHT-OF-WAY MARKER, 544.5 FT (166.0 M) NORTH FROM
 AH6361'THE CENTERLINE OF BAYOU ST. JOHN CHARLES, AND 26.0 FT (7.9 M) WEST
 AH6361'FROM THE EDGE OF THE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6347 ***********************************************************************
 AH6347  DESIGNATION -  PCB 10
 AH6347  PID         -  AH6347
 AH6347  STATE/COUNTY-  LA/TERREBONNE
 AH6347  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6347
 AH6347                         *CURRENT SURVEY CONTROL
 AH6347  ___________________________________________________________________
 AH6347* NAD 83(1992)-  29 24 24.96627(N)    090 29 29.45786(W)     ADJUSTED  
 AH6347* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6347  **This station is located in a subsidence area (see below).
 AH6347  ___________________________________________________________________
 AH6347  X           -     -47,703.238 (meters)                     COMP
 AH6347  Y           -  -5,560,605.924 (meters)                     COMP
 AH6347  Z           -   3,113,260.660 (meters)                     COMP
 AH6347  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AH6347  ELLIP HEIGHT-         -23.81  (meters)          (02/21/02) GPS OBS
 AH6347  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH6347
 AH6347  HORZ ORDER  -  FIRST
 AH6347  ELLP ORDER  -  FIFTH     CLASS I
 AH6347
 AH6347.The horizontal coordinates were established by GPS observations
 AH6347.and adjusted by the National Geodetic Survey in December 1998..
 AH6347
 AH6347 ** The orthometric height has not been validated since last determined
 AH6347 ** by differential leveling and should not be used for control purposes.
 AH6347 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6347 ** area with valid NAVD 88 orthometric heights.
 AH6347 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6347 ** epoch indicated which incorporates improved geoid heights for the
 AH6347 ** Southern Louisiana Subsidence area.
 AH6347 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6347.The orthometric height was determined by GPS observations and a
 AH6347.high-resolution geoid model.
 AH6347
 AH6347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6347
 AH6347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6347
 AH6347.The ellipsoidal height was determined by GPS observations
 AH6347.and is referenced to NAD 83.
 AH6347
 AH6347.The geoid height was determined by GEOID03.
 AH6347
 AH6347;                    North         East     Units Scale Factor Converg.
 AH6347;SPC LA S     -   100,830.482 1,081,699.975   MT  0.99997909   +0 25 15.3
 AH6347;SPC LA S     -   330,808.01  3,548,877.33   sFT  0.99997909   +0 25 15.3
 AH6347;UTM  15      - 3,255,689.195   743,403.617   MT  1.00033110   +1 13 56.3
 AH6347
 AH6347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6347!SPC LA S     -   1.00000374  x   0.99997909  =   0.99998283
 AH6347!UTM  15      -   1.00000374  x   1.00033110  =   1.00033484
 AH6347
 AH6347:                Primary Azimuth Mark                     Grid Az
 AH6347:SPC LA S     -  PCB 11                                   164 40 02.7
 AH6347:UTM  15      -  PCB 11                                   163 51 21.7
 AH6347
 AH6347|---------------------------------------------------------------------|
 AH6347| PID    Reference Object                     Distance      Geod. Az  |
 AH6347|                                                           dddmmss.s |
 AH6347| AH6346 PCB 11                              APPROX. 1.0 KM 1650518.0 |
 AH6347|---------------------------------------------------------------------|
 AH6347
 AH6347                          SUPERSEDED SURVEY CONTROL
 AH6347
 AH6347  ELLIP H (12/17/98)  -23.80   (m)                       GP(       ) 4 2
 AH6347
 AH6347.Superseded values are not recommended for survey control.
 AH6347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6347.See file dsdata.txt to determine how the superseded data were derived.
 AH6347
 AH6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4340455689(NAD 83)
 AH6347_MARKER: DD = SURVEY DISK
 AH6347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6347_STAMPING: PCB 10
 AH6347_MARK LOGO: LA-109
 AH6347_PROJECTION: FLUSH
 AH6347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6347+STABILITY: SURFACE MOTION
 AH6347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6347+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6347
 AH6347  HISTORY     - Date     Condition        Report By
 AH6347  HISTORY     - 1995     MONUMENTED       MPHI
 AH6347
 AH6347                          STATION DESCRIPTION
 AH6347
 AH6347'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6347'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6347'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6347'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6347'HWY 665 AND TRAVEL SOUTH FOR 8.55 MI (13.76 KM) TO JUNCTION WITH
 AH6347'ISLAND ROAD.  TURN RIGHT AND HEAD SOUTHWEST FOR 2.7 MI (4.3 KM) AND
 AH6347'THE STATION IS ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6347'THE STATION IS 19.8 FT (6.0 M) NORTHWEST FROM THE CENTERLINE OF HWY,
 AH6347'60.5 FT (18.4 M) SOUTHWEST FROM THE PIPELINE VENT, 66.10 FT (20.15 M)
 AH6347'NORTHWEST FROM THE NORTHWEST CORNER OF THE METER SITE FENCE, 18.80 FT
 AH6347'(5.73 M) SOUTHEAST FROM THE EDGE OF THE BAYOU (STEEL BULKHEAD), AND
 AH6347'78.40 FT (23.90 M) NORTHWEST FROM THE CASING VENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6346 ***********************************************************************
 AH6346  DESIGNATION -  PCB 11
 AH6346  PID         -  AH6346
 AH6346  STATE/COUNTY-  LA/TERREBONNE
 AH6346  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6346
 AH6346                         *CURRENT SURVEY CONTROL
 AH6346  ___________________________________________________________________
 AH6346* NAD 83(1992)-  29 23 54.87820(N)    090 29 20.30801(W)     ADJUSTED  
 AH6346* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6346  **This station is located in a subsidence area (see below).
 AH6346  ___________________________________________________________________
 AH6346  X           -     -47,460.451 (meters)                     COMP
 AH6346  Y           -  -5,561,062.662 (meters)                     COMP
 AH6346  Z           -   3,112,453.500 (meters)                     COMP
 AH6346  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AH6346  ELLIP HEIGHT-         -24.00  (meters)          (02/21/02) GPS OBS
 AH6346  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH6346
 AH6346  HORZ ORDER  -  FIRST
 AH6346  ELLP ORDER  -  FIFTH     CLASS I
 AH6346
 AH6346.The horizontal coordinates were established by GPS observations
 AH6346.and adjusted by the National Geodetic Survey in December 1998..
 AH6346
 AH6346 ** The orthometric height has not been validated since last determined
 AH6346 ** by differential leveling and should not be used for control purposes.
 AH6346 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6346 ** area with valid NAVD 88 orthometric heights.
 AH6346 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6346 ** epoch indicated which incorporates improved geoid heights for the
 AH6346 ** Southern Louisiana Subsidence area.
 AH6346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6346.The orthometric height was determined by GPS observations and a
 AH6346.high-resolution geoid model.
 AH6346
 AH6346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6346
 AH6346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6346
 AH6346.The ellipsoidal height was determined by GPS observations
 AH6346.and is referenced to NAD 83.
 AH6346
 AH6346.The geoid height was determined by GEOID03.
 AH6346
 AH6346;                    North         East     Units Scale Factor Converg.
 AH6346;SPC LA S     -    99,905.942 1,081,953.466   MT  0.99998060   +0 25 19.9
 AH6346;SPC LA S     -   327,774.74  3,549,709.00   sFT  0.99998060   +0 25 19.9
 AH6346;UTM  15      - 3,254,768.013   743,670.266   MT  1.00033270   +1 13 59.6
 AH6346
 AH6346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6346!SPC LA S     -   1.00000377  x   0.99998060  =   0.99998437
 AH6346!UTM  15      -   1.00000377  x   1.00033270  =   1.00033647
 AH6346
 AH6346:                Primary Azimuth Mark                     Grid Az
 AH6346:SPC LA S     -  PCB 12                                   162 24 07.5
 AH6346:UTM  15      -  PCB 12                                   161 35 27.8
 AH6346
 AH6346|---------------------------------------------------------------------|
 AH6346| PID    Reference Object                     Distance      Geod. Az  |
 AH6346|                                                           dddmmss.s |
 AH6346| AH6381 PCB 12                              APPROX. 0.9 KM 1624927.4 |
 AH6346| AH6347 PCB 10                              APPROX. 1.0 KM 3450522.5 |
 AH6346|---------------------------------------------------------------------|
 AH6346
 AH6346                          SUPERSEDED SURVEY CONTROL
 AH6346
 AH6346  ELLIP H (12/17/98)  -23.99   (m)                       GP(       ) 4 2
 AH6346
 AH6346.Superseded values are not recommended for survey control.
 AH6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6346.See file dsdata.txt to determine how the superseded data were derived.
 AH6346
 AH6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4367054768(NAD 83)
 AH6346_MARKER: DD = SURVEY DISK
 AH6346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6346_STAMPING: PCB 11
 AH6346_MARK LOGO: LA-109
 AH6346_PROJECTION: FLUSH
 AH6346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6346+STABILITY: SURFACE MOTION
 AH6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6346+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6346
 AH6346  HISTORY     - Date     Condition        Report By
 AH6346  HISTORY     - 1995     MONUMENTED       MPHI
 AH6346
 AH6346                          STATION DESCRIPTION
 AH6346
 AH6346'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6346'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6346'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6346'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6346'HWY 665 AND TRAVEL SOUTH FOR 8.55 MI (13.76 KM) TO JUNCTION WITH
 AH6346'ISLAND ROAD.  TURN RIGHT AND HEAD SOUTHWEST FOR 3.3 MI (5.3 KM) AND
 AH6346'THE STATION IS ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6346'THE STATION IS 14.3 FT (4.4 M) SOUTHWEST FROM THE CENTERLINE OF THE
 AH6346'HWY, 79.8 FT (24.3 M) SOUTHWEST FROM THE NORTHWEST CORNER OF THE FIRE
 AH6346'STATION, 72.6 FT (22.1 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 AH6346'FIRE STATION, 70.3 FT (21.4 M) SOUTHWEST FROM THE FLAG POLE, 64.5 FT
 AH6346'(19.7 M) SOUTHWEST FROM THE LIGHT POLE, AND 11.0 FT (3.4 M) SOUTHEAST
 AH6346'FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6381 ***********************************************************************
 AH6381  DESIGNATION -  PCB 12
 AH6381  PID         -  AH6381
 AH6381  STATE/COUNTY-  LA/TERREBONNE
 AH6381  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6381
 AH6381                         *CURRENT SURVEY CONTROL
 AH6381  ___________________________________________________________________
 AH6381* NAD 83(1992)-  29 23 26.28885(N)    090 29 10.21773(W)     ADJUSTED  
 AH6381* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6381  **This station is located in a subsidence area (see below).
 AH6381  ___________________________________________________________________
 AH6381  X           -     -47,192.077 (meters)                     COMP
 AH6381  Y           -  -5,561,497.146 (meters)                     COMP
 AH6381  Z           -   3,111,686.653 (meters)                     COMP
 AH6381  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AH6381  ELLIP HEIGHT-         -23.84  (meters)          (02/21/02) GPS OBS
 AH6381  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AH6381
 AH6381  HORZ ORDER  -  FIRST
 AH6381  ELLP ORDER  -  FIFTH     CLASS I
 AH6381
 AH6381.The horizontal coordinates were established by GPS observations
 AH6381.and adjusted by the National Geodetic Survey in December 1998..
 AH6381
 AH6381 ** The orthometric height has not been validated since last determined
 AH6381 ** by differential leveling and should not be used for control purposes.
 AH6381 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6381 ** area with valid NAVD 88 orthometric heights.
 AH6381 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6381 ** epoch indicated which incorporates improved geoid heights for the
 AH6381 ** Southern Louisiana Subsidence area.
 AH6381 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6381.The orthometric height was determined by GPS observations and a
 AH6381.high-resolution geoid model.
 AH6381
 AH6381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6381
 AH6381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6381
 AH6381.The ellipsoidal height was determined by GPS observations
 AH6381.and is referenced to NAD 83.
 AH6381
 AH6381.The geoid height was determined by GEOID03.
 AH6381
 AH6381;                    North         East     Units Scale Factor Converg.
 AH6381;SPC LA S     -    99,027.738 1,082,232.014   MT  0.99998205   +0 25 24.9
 AH6381;SPC LA S     -   324,893.50  3,550,622.87   sFT  0.99998205   +0 25 24.9
 AH6381;UTM  15      - 3,253,893.531   743,961.317   MT  1.00033446   +1 14 03.5
 AH6381
 AH6381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6381!SPC LA S     -   1.00000374  x   0.99998205  =   0.99998579
 AH6381!UTM  15      -   1.00000374  x   1.00033446  =   1.00033821
 AH6381
 AH6381:                Primary Azimuth Mark                     Grid Az
 AH6381:SPC LA S     -  PCB 11                                   342 24 07.4
 AH6381:UTM  15      -  PCB 11                                   341 35 28.8
 AH6381
 AH6381|---------------------------------------------------------------------|
 AH6381| PID    Reference Object                     Distance      Geod. Az  |
 AH6381|                                                           dddmmss.s |
 AH6381| AH6346 PCB 11                              APPROX. 0.9 KM 3424932.3 |
 AH6381|---------------------------------------------------------------------|
 AH6381
 AH6381                          SUPERSEDED SURVEY CONTROL
 AH6381
 AH6381  ELLIP H (12/17/98)  -23.83   (m)                       GP(       ) 4 2
 AH6381
 AH6381.Superseded values are not recommended for survey control.
 AH6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6381.See file dsdata.txt to determine how the superseded data were derived.
 AH6381
 AH6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4396153894(NAD 83)
 AH6381_MARKER: DD = SURVEY DISK
 AH6381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6381_STAMPING: PCB 12
 AH6381_MARK LOGO: LA-109
 AH6381_PROJECTION: FLUSH
 AH6381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6381+STABILITY: SURFACE MOTION
 AH6381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6381+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6381
 AH6381  HISTORY     - Date     Condition        Report By
 AH6381  HISTORY     - 1995     MONUMENTED       MPHI
 AH6381
 AH6381                          STATION DESCRIPTION
 AH6381
 AH6381'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6381'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6381'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6381'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6381'HWY 665 AND TRAVEL SOUTH FOR 8.55 MI (13.76 KM) TO JUNCTION WITH
 AH6381'ISLAND ROAD.  TURN RIGHT AND HEAD SOUTHWEST FOR 3.9 MI (6.3 KM) AND
 AH6381'THE STATION IS ON THE RIGHT. THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6381'THE STATION IS 12.4 FT (3.8 M) SOUTHWEST FROM THE CENTERLINE OF THE
 AH6381'HWY, 48.7 FT (14.8 M) WEST FROM THE NORTHWEST CORNER OF THE TRAILER,
 AH6381'30.2 FT (9.2 M) NORTHWEST FROM THE POWER POLE WITH A LIGHT, 7.5 FT
 AH6381'(2.3 M) NORTH FROM THE NORTH CORNER OF THE WOODEN DOCK, AND 29.0 FT
 AH6381'(8.8 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE BOAT SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0911 ***********************************************************************
 BX0911  DESIGNATION -  PEABODY
 BX0911  PID         -  BX0911
 BX0911  STATE/COUNTY-  LA/RAPIDES
 BX0911  USGS QUAD   -  ALEXANDRIA (1992)
 BX0911
 BX0911                         *CURRENT SURVEY CONTROL
 BX0911  ___________________________________________________________________
 BX0911* NAD 83(1986)-  31 18 09.     (N)    092 26 05.     (W)     SCALED    
 BX0911* NAVD 88     -        24.83   (+/-2cm)      81.5    (feet)  VERTCON   
 BX0911  ___________________________________________________________________
 BX0911  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX0911
 BX0911  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0911
 BX0911.The horizontal coordinates were scaled from a topographic map and have
 BX0911.an estimated accuracy of +/- 6 seconds.
 BX0911
 BX0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0911.The vertical order pertains to the NGVD 29 superseded value.
 BX0911
 BX0911.The geoid height was determined by GEOID03.
 BX0911
 BX0911;                    North         East    Units  Estimated Accuracy
 BX0911;SPC LA N     -    88,980.    1,006,210.      MT  (+/- 180 meters Scaled)
 BX0911
 BX0911                          SUPERSEDED SURVEY CONTROL
 BX0911
 BX0911  NGVD 29 (??/??/??)   24.822  (m)           81.44   (f) ADJUSTED    1 2
 BX0911
 BX0911.Superseded values are not recommended for survey control.
 BX0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0911.See file dsdata.txt to determine how the superseded data were derived.
 BX0911
 BX0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ537632(NAD 83)
 BX0911_MARKER: DB = BENCH MARK DISK
 BX0911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0911_SP_SET: BUILDING
 BX0911_STAMPING: PEABODY 1938
 BX0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0911
 BX0911  HISTORY     - Date     Condition        Report By
 BX0911  HISTORY     - 1938     MONUMENTED       CGS
 BX0911  HISTORY     - 1966     GOOD             CGS
 BX0911  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0911  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0911
 BX0911                          STATION DESCRIPTION
 BX0911
 BX0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0911'1.0 MI SE FROM ALEXANDRIA.
 BX0911'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 1 AND THIRD STREET FROM
 BX0911'THE CITY HALL AT ALEXANDRIA, IN SECTION 5, T 4 N, R 1 W, AT THE
 BX0911'PEABODY SCHOOL FOR NEGROES, 190 FEET SOUTHWEST OF THE CENTER LINE OF
 BX0911'THE HIGHWAY AND STREET, SET VERTICALLY IN THE NORTHEAST FACE OF A
 BX0911'BRICK WALL BETWEEN 2 WINDOWS, 60 FEET SOUTHEAST OF THE CENTER LINE OF
 BX0911'THE NORTHEAST AND MAIN ENTRANCE, 11 1/2 FEET NORTHWEST OF THE EAST
 BX0911'CORNER OF THE BUILDING, AND ABOUT 5 1/2 FEET ABOVE THE GROUND.
 BX0911
 BX0911                          STATION RECOVERY (1977)
 BX0911
 BX0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0911'BELIEVED DESTROYED, NEW SCHOOL HAS BEEN BUILT IN THE LAST
 BX0911'2 YEARS IN THE SAME PLACE.
 BX0911
 BX0911                          STATION RECOVERY (1999)
 BX0911
 BX0911'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3119 ***********************************************************************
 AU3119  DESIGNATION -  PEACE
 AU3119  PID         -  AU3119
 AU3119  STATE/COUNTY-  LA/ST JAMES
 AU3119  USGS QUAD   -  LOWER VACHERIE (1980)
 AU3119
 AU3119                         *CURRENT SURVEY CONTROL
 AU3119  ___________________________________________________________________
 AU3119* NAD 83(1992)-  29 56 39.69397(N)    090 40 55.68555(W)     ADJUSTED  
 AU3119* NAVD 88     -         2.5  **(meters)       8.   **(feet)  VERTCON   
 AU3119  **This station is located in a subsidence area (see below).
 AU3119  ___________________________________________________________________
 AU3119  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AU3119  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU3119
 AU3119  HORZ ORDER  -  SECOND
 AU3119
 AU3119.The horizontal coordinates were established by classical geodetic methods
 AU3119.and adjusted by the National Geodetic Survey in January 1993..
 AU3119
 AU3119 ** The orthometric height has not been validated since last determined
 AU3119 ** by differential leveling and should not be used for control purposes.
 AU3119 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3119 ** area with valid NAVD 88 orthometric heights.
 AU3119 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3119 ** epoch indicated which incorporates improved geoid heights for the
 AU3119 ** Southern Louisiana Subsidence area.
 AU3119 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3119
 AU3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3119
 AU3119.The geoid height was determined by GEOID03.
 AU3119
 AU3119;                    North         East     Units Scale Factor Converg.
 AU3119;SPC LA S     -   160,277.623 1,062,861.762   MT  0.99992623   +0 19 32.2
 AU3119;SPC LA S     -   525,844.17  3,487,072.30   sFT  0.99992623   +0 19 32.2
 AU3119;UTM  15      - 3,314,879.420   723,708.168   MT  1.00021749   +1 09 26.9
 AU3119
 AU3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3119!SPC LA S     -   1.00000371  x   0.99992623  =   0.99992994
 AU3119!UTM  15      -   1.00000371  x   1.00021749  =   1.00022120
 AU3119
 AU3119|---------------------------------------------------------------------|
 AU3119| PID    Reference Object                     Distance      Geod. Az  |
 AU3119|                                                           dddmmss.s |
 AU3119| AU3118 PEACE LDH 1972 RM 1                  16.469 METERS 00852     |
 AU3119| DD7526 PEACE RM 2                           14.234 METERS 15734     |
 AU3119| DD7525 PEACE AZ MK                                        1610538.3 |
 AU3119| AU3120 LOWER VACHERIE WATER TANK           APPROX. 2.3 KM 2555836.1 |
 AU3119|---------------------------------------------------------------------|
 AU3119
 AU3119                          SUPERSEDED SURVEY CONTROL
 AU3119
 AU3119  NAD 83(1986)-  29 56 39.71184(N)    090 40 55.68681(W) AD(       ) 2
 AU3119  NAD 27      -  29 56 38.97553(N)    090 40 55.36390(W) AD(       ) 2
 AU3119  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AU3119
 AU3119.Superseded values are not recommended for survey control.
 AU3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3119.See file dsdata.txt to determine how the superseded data were derived.
 AU3119
 AU3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2370814879(NAD 83)
 AU3119_MARKER: DD = SURVEY DISK
 AU3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3119
 AU3119  HISTORY     - Date     Condition        Report By
 AU3119  HISTORY     - 1972     MONUMENTED       LADH
 AU3119
 AU3119                          STATION DESCRIPTION
 AU3119
 AU3119'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU3119'THE STATION IS LOCATED 5 MILES SOUTHEAST OF VACHERIE, 12 MILES
 AU3119'NORTHEAST OF THIBODAUX, IN THE NORTHWEST 1/4 OF SECTION 18, T13S,
 AU3119'R18E, AND ON THE PROPERTY OWNED BY OUR LADY OF PEACE CHURCH,
 AU3119'ADDRESS VACHERIE, LOUISIANA, TELEPHONE 265-3953.
 AU3119'
 AU3119'TO REACH THE STATION FROM VACHERIE AT THE INTERSECTION OF STATE
 AU3119'HIGHWAY 20 AND STATE HIGHWAY 18, DRIVE SOUTH ALONG STATE HIGHWAY 20
 AU3119'FOR 4.3 MILES TO A BLACKTOP ON THE LEFT (STATE HIGHWAY 644), TURN
 AU3119'LEFT ON STATE HIGHWAY 644 AND GO EAST FOR 1.2 MILES TO OUR LADY OF
 AU3119'PEACE CHURCH.  THE STATION IS SET TO THE SOUTH OF THE CHURCH NEAR
 AU3119'A SIDEWALK.
 AU3119'
 AU3119'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 AU3119'HIGHWAY 644 FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND WEST OF
 AU3119'THE HIGHWAY NEAR A CULVERT AND A CHAIN LINK FENCE.
 AU3119'
 AU3119'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3119'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3119'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU3119'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU3119'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU3119'STAMPED PEACE 1972.  THE MARK IS SET IN A VACANT LOT SOUTH OF THE
 AU3119'OUR LADY OF PEACE CHURCH, 85 FEET NORTH OF A POWER POLE, 72 FEET
 AU3119'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 52 FEET
 AU3119'SOUTH OF A BRICK FENCE, 21 FEET EAST OF THE CENTER OF STATE HIGHWAY
 AU3119'644, AND 3 FEET EAST OF A CONCRETE SIDEWALK.
 AU3119'
 AU3119'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3119'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3119'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3119'STAMPED PEACE R.M. 1 1972.  IT IS 48 FEET EAST OF THE CENTER OF
 AU3119'STATE HIGHWAY 644, 33 FEET EAST OF A CONCRETE SIDEWALK, 21 FEET
 AU3119'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, AND 4.5 FEET SOUTH
 AU3119'OF A BRICK FENCE.
 AU3119'
 AU3119'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3119'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3119'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3119'STAMPED PEACE R.M. 2 1972.  IT IS 39 FEET NORTH OF A POWER POLE,
 AU3119'22 FEET EAST OF THE CENTER OF STATE HIGHWAY 644, 6 FEET NORTH OF A
 AU3119'CULVERT UNDER THE SIDEWALK, AND 4 FEET EAST OF A CONCRETE
 AU3119'SIDEWALK.
 AU3119'
 AU3119'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3119'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3119'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3119'STAMPED PEACE AZ. MK. 1972.  IT IS 27 FEET WEST OF THE CENTER OF
 AU3119'STATE HIGHWAY 644, 17 FEET EAST-SOUTHEAST OF THE EAST END OF A METAL
 AU3119'CULVERT, 11 FEET WEST OF A TELEPHONE POLE, 3 FEET EAST OF A
 AU3119'CHAIN LINK FENCE, 2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 AU3119'
 AU3119'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2977 ***********************************************************************
 CQ2977  DESIGNATION -  PEAK
 CQ2977  PID         -  CQ2977
 CQ2977  STATE/COUNTY-  LA/CLAIBORNE
 CQ2977  USGS QUAD   -  HOMER (1986)
 CQ2977
 CQ2977                         *CURRENT SURVEY CONTROL
 CQ2977  ___________________________________________________________________
 CQ2977* NAD 83(1992)-  32 48 35.04042(N)    093 07 20.60062(W)     ADJUSTED  
 CQ2977* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 CQ2977  ___________________________________________________________________
 CQ2977  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CQ2977  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2977
 CQ2977  HORZ ORDER  -  THIRD
 CQ2977
 CQ2977.The horizontal coordinates were established by classical geodetic methods
 CQ2977.and adjusted by the National Geodetic Survey in September 1999..
 CQ2977
 CQ2977.The orthometric height was scaled from a topographic map.
 CQ2977
 CQ2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2977
 CQ2977.The geoid height was determined by GEOID03.
 CQ2977
 CQ2977;                    North         East     Units Scale Factor Converg.
 CQ2977;SPC LA N     -   256,270.661   941,709.458   MT  1.00003575   -0 19 44.6
 CQ2977;SPC LA N     -   840,781.33  3,089,591.78   sFT  1.00003575   -0 19 44.6
 CQ2977;UTM  15      - 3,630,200.928   488,542.444   MT  0.99960162   -0 03 58.7
 CQ2977
 CQ2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2977!SPC LA N     -   0.99998180  x   1.00003575  =   1.00001754
 CQ2977!UTM  15      -   0.99998180  x   0.99960162  =   0.99958342
 CQ2977
 CQ2977|---------------------------------------------------------------------|
 CQ2977| PID    Reference Object                     Distance      Geod. Az  |
 CQ2977|                                                           dddmmss.s |
 CQ2977| CX6039 PEAK RM 1                            14.973 METERS 02042     |
 CQ2977| CQ2979 HOMER CLAIBORNE REA RADIO MAST      APPROX. 7.6 KM 1092800.9 |
 CQ2977| CQ2974 HOMER PEOPLES COMPRESS CO TANK      APPROX. 7.2 KM 1113443.7 |
 CQ2977| CX6038 PEAK AZ MK                                         1662040.9 |
 CQ2977| CQ3022 DUTCHTOWN FIRE TOWER LFC            APPROX.16.7 KM 2205434.8 |
 CQ2977| CX6040 PEAK RM 2                            14.214 METERS 28630     |
 CQ2977|---------------------------------------------------------------------|
 CQ2977
 CQ2977                          SUPERSEDED SURVEY CONTROL
 CQ2977
 CQ2977  NAD 83(1992)-  32 48 35.04439(N)    093 07 20.60051(W) AD(       ) 3
 CQ2977  NAD 83(1986)-  32 48 35.05295(N)    093 07 20.59088(W) AD(       ) 3
 CQ2977  NAD 27      -  32 48 34.52100(N)    093 07 19.99400(W) AD(       ) 3
 CQ2977
 CQ2977.Superseded values are not recommended for survey control.
 CQ2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2977.See file dsdata.txt to determine how the superseded data were derived.
 CQ2977
 CQ2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8854230201(NAD 83)
 CQ2977_MARKER: DS = TRIANGULATION STATION DISK
 CQ2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2977
 CQ2977  HISTORY     - Date     Condition        Report By
 CQ2977  HISTORY     - 1950     MONUMENTED       CGS
 CQ2977
 CQ2977                          STATION DESCRIPTION
 CQ2977
 CQ2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ2977'THE STATION IS LOCATED ABOUT 3.75 MILES WEST AND 1.25 MILES
 CQ2977'NORTH OF HOMER ON THE SUMMIT OF A HIGH WOODED PEAK AND IS ON LAND
 CQ2977'OWNED BY THE BRIDGEMAN ESTATE OF HOMER.  IT IS ABOUT 0.3 MILE
 CQ2977'NORTH OF STATE HIGHWAY NO. 490 AND 8.0 FEET NORTH OF A WITNESS
 CQ2977'POST.  IT PROJECTS 3 INCHES AND IS STAMPED PEAK 1950.
 CQ2977'
 CQ2977'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTH SLOPE OF THE HILL
 CQ2977'ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 CQ2977'3 INCHES AND IS STAMPED PEAK NO 1 1950.
 CQ2977'
 CQ2977'REFERENCE MARK NO. 2 IS LOCATED ON AN EAST-WEST RIDGE AND IS
 CQ2977'ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 4 INCHES
 CQ2977'AND IS STAMPED PEAK NO 2 1950.
 CQ2977'
 CQ2977'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CQ2977'NO. 2 IS 68.74 FEET.
 CQ2977'
 CQ2977'THE AZIMUTH MARK IS 36.0 FEET SOUTH OF THE CENTER OF STATE
 CQ2977'HIGHWAY NO. 490, 2.0 FEET WEST OF A TELEPHONE POLE AND 1.5
 CQ2977'FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS
 CQ2977'STAMPED PEAK 1950.
 CQ2977'
 CQ2977'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT HOUSE
 CQ2977'SQUARE IN HOMER, GO WEST ON STATE HIGHWAY NO. 490 FOR 4.1
 CQ2977'MILES AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 CQ2977'WEST ON STATE HIGHWAY NO. 490 FOR 0.25 MILE TO A TRACK ROAD ON
 CQ2977'THE RIGHT JUST AFTER PASSING GREENS STORE ON THE LEFT, TURN RIGHT
 CQ2977'ON TRACK ROAD AND GO NORTHERLY FOR 0.15 MILE TO A FORK, TAKE
 CQ2977'LEFT FORK FOR 0.25 MILE TO THE TOP OF THE HILL, HERE TURN LEFT
 CQ2977'AND GO SOUTHWESTERLY ACROSS A VERY SANDY FIELD FOR ABOUT
 CQ2977'0.15 MILE TO THE HIGHEST PEAK AND THE STATION AS DESCRIBED.
 CQ2977'
 CQ2977'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2765 ***********************************************************************
 BH2765  DESIGNATION -  PEAR
 BH2765  PID         -  BH2765
 BH2765  STATE/COUNTY-  LA/ST TAMMANY
 BH2765  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 BH2765
 BH2765                         *CURRENT SURVEY CONTROL
 BH2765  ___________________________________________________________________
 BH2765* NAD 83(1992)-  30 11 40.00672(N)    089 32 05.13970(W)     ADJUSTED  
 BH2765* NAVD 88     -                                                        
 BH2765  **This station is located in a subsidence area (see below).
 BH2765  ___________________________________________________________________
 BH2765  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BH2765  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BH2765
 BH2765  HORZ ORDER  -  THIRD
 BH2765
 BH2765.The horizontal coordinates were established by classical geodetic methods
 BH2765.and adjusted by the National Geodetic Survey in May 1994..
 BH2765
 BH2765 ** The orthometric height has not been validated since last determined
 BH2765 ** by differential leveling and should not be used for control purposes.
 BH2765 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2765 ** area with valid NAVD 88 orthometric heights.
 BH2765 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2765 ** epoch indicated which incorporates improved geoid heights for the
 BH2765 ** Southern Louisiana Subsidence area.
 BH2765 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2765
 BH2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2765
 BH2765.The geoid height was determined by GEOID03.
 BH2765
 BH2765;                    North         East     Units Scale Factor Converg.
 BH2765;SPC LA S     -   189,179.150 1,173,179.251   MT  0.99993143   +0 53 57.5
 BH2765;SPC LA S     -   620,665.26  3,849,005.59   sFT  0.99993143   +0 53 57.5
 BH2765;SPC MS E     -    77,183.381   232,456.717   MT  1.00000626   -0 21 10.0
 BH2765;SPC MS E     -   253,225.81    762,651.75   sFT  1.00000626   -0 21 10.0
 BH2765;UTM  16      - 3,343,047.869   255,966.553   MT  1.00033477   -1 16 31.6
 BH2765
 BH2765                          SUPERSEDED SURVEY CONTROL
 BH2765
 BH2765  NAD 83(1992)-  30 11 40.01910(N)    089 32 05.13613(W) AD(       ) 4
 BH2765  NAD 83(1986)-  30 11 40.01988(N)    089 32 05.13434(W) AD(       ) 4
 BH2765  NAD 27      -  30 11 39.29459(N)    089 32 04.94332(W) AD(       ) 3
 BH2765
 BH2765.Superseded values are not recommended for survey control.
 BH2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2765.See file dsdata.txt to determine how the superseded data were derived.
 BH2765
 BH2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5596743048(NAD 83)
 BH2765_MARKER: 14 = NAVIGATION LIGHT
 BH2765
 BH2765  HISTORY     - Date     Condition        Report By
 BH2765  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2765
 BH2765                          STATION DESCRIPTION
 BH2765
 BH2765'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2765'STATION IS THE CENTER LIGHT OF THE DRAW SPAN OF THE LOUISVILLE AND
 BH2765'NASHVILLE RAILROAD BRIDGE ACROSS PEARL RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2766 ***********************************************************************
 BH2766  DESIGNATION -  PEARL RIVER LIGHT
 BH2766  PID         -  BH2766
 BH2766  STATE/COUNTY-  LA/ST BERNARD
 BH2766  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 BH2766
 BH2766                         *CURRENT SURVEY CONTROL
 BH2766  ___________________________________________________________________
 BH2766* NAD 83(1992)-  30 09 25.78656(N)    089 31 27.26285(W)     ADJUSTED  
 BH2766* NAVD 88     -                                                        
 BH2766  **This station is located in a subsidence area (see below).
 BH2766  ___________________________________________________________________
 BH2766  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BH2766  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BH2766
 BH2766  HORZ ORDER  -  THIRD
 BH2766
 BH2766.The horizontal coordinates were established by classical geodetic methods
 BH2766.and adjusted by the National Geodetic Survey in May 1994..
 BH2766
 BH2766 ** The orthometric height has not been validated since last determined
 BH2766 ** by differential leveling and should not be used for control purposes.
 BH2766 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2766 ** area with valid NAVD 88 orthometric heights.
 BH2766 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2766 ** epoch indicated which incorporates improved geoid heights for the
 BH2766 ** Southern Louisiana Subsidence area.
 BH2766 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2766
 BH2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2766
 BH2766.The geoid height was determined by GEOID03.
 BH2766
 BH2766;                    North         East     Units Scale Factor Converg.
 BH2766;SPC LA S     -   185,062.837 1,174,257.481   MT  0.99992945   +0 54 16.5
 BH2766;SPC LA S     -   607,160.32  3,852,543.09   sFT  0.99992945   +0 54 16.5
 BH2766;SPC MS E     -    73,044.182   233,444.832   MT  1.00000463   -0 20 49.6
 BH2766;SPC MS E     -   239,645.79    765,893.59   sFT  1.00000463   -0 20 49.6
 BH2766;UTM  16      - 3,338,891.947   256,888.225   MT  1.00032924   -1 16 07.4
 BH2766
 BH2766                          SUPERSEDED SURVEY CONTROL
 BH2766
 BH2766  NAD 83(1992)-  30 09 25.79856(N)    089 31 27.25885(W) AD(       ) 4
 BH2766  NAD 83(1986)-  30 09 25.79945(N)    089 31 27.25762(W) AD(       ) 4
 BH2766  NAD 27      -  30 09 25.08512(N)    089 31 27.07363(W) AD(       ) 3
 BH2766
 BH2766.Superseded values are not recommended for survey control.
 BH2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2766.See file dsdata.txt to determine how the superseded data were derived.
 BH2766
 BH2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5688838892(NAD 83)
 BH2766_MARKER: 14 = NAVIGATION LIGHT
 BH2766
 BH2766  HISTORY     - Date     Condition        Report By
 BH2766  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2766
 BH2766                          STATION DESCRIPTION
 BH2766
 BH2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2766'A BLACK BOX ON A DOLPHIN IN 10 FEET OF WATER ON W. SIDE OF ENTRANCE
 BH2766'TO CHANNEL. LIGHT FLASHES GREEN EVERY THREE (3) SECONDS AND IS
 BH2766'APPROXIMATELY 18 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2040 ***********************************************************************
 BX2040  DESIGNATION -  PEASON AZ MK 2
 BX2040  PID         -  BX2040
 BX2040  STATE/COUNTY-  LA/SABINE
 BX2040  USGS QUAD   -  PEASON (1954)
 BX2040
 BX2040                         *CURRENT SURVEY CONTROL
 BX2040  ___________________________________________________________________
 BX2040* NAD 83(1986)-  31 24 50.     (N)    093 17 41.     (W)     SCALED    
 BX2040* NAVD 88     -       107.70   (+/-2cm)     353.3    (feet)  VERTCON   
 BX2040  ___________________________________________________________________
 BX2040  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX2040
 BX2040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2040
 BX2040.The horizontal coordinates were scaled from a topographic map and have
 BX2040.an estimated accuracy of +/- 6 seconds.
 BX2040
 BX2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2040.The vertical order pertains to the NGVD 29 superseded value.
 BX2040
 BX2040.The geoid height was determined by GEOID03.
 BX2040
 BX2040;                    North         East    Units  Estimated Accuracy
 BX2040;SPC LA N     -   101,610.      924,440.      MT  (+/- 180 meters Scaled)
 BX2040
 BX2040                          SUPERSEDED SURVEY CONTROL
 BX2040
 BX2040  NGVD 29 (??/??/??)  107.766  (m)          353.56   (f) ADJUSTED    2 0
 BX2040
 BX2040.Superseded values are not recommended for survey control.
 BX2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2040.See file dsdata.txt to determine how the superseded data were derived.
 BX2040
 BX2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ719755(NAD 83)
 BX2040_MARKER: DZ = AZIMUTH MARK DISK
 BX2040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2040_SP_SET: CONCRETE BLOCK
 BX2040_STAMPING: PEASON 1941 RESET 1958
 BX2040_MARK LOGO: CGS   
 BX2040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2040
 BX2040  HISTORY     - Date     Condition        Report By
 BX2040  HISTORY     - 1958     MONUMENTED       CGS
 BX2040  HISTORY     - 1972     GOOD             LADTD
 BX2040  HISTORY     - 20010331 GOOD             NGS
 BX2040
 BX2040                          STATION DESCRIPTION
 BX2040
 BX2040'DESCRIBED BY LA TRANSP AND DEV 1972
 BX2040'8.85 MI W FROM KISATCHIE.
 BX2040'THE AZIMUTH MARK IS 1.15 MILES WEST-NORTHWEST OF THE STATION.  1.4
 BX2040'MILES EAST SOUTHEAST OF THE PINE GROVE BAPTIST CHURCH.  1 FOOT
 BX2040'NORTHWEST OF LOUISIANA DEPARTMENT OF HIGHWAYS RIGHT-OF-WAY MARKER. 40
 BX2040'FEET SOUTHWEST OF CENTERLINE OF LOUISIANA HIGHWAY 118.  2 FEET
 BX2040'NORTHEAST OF CORNER POST OF MESH AND BARBED WIRE FENCE.  162 FEET
 BX2040'SOUTHEAST OF 18 INCH CONCRETE SIDE DRAIN PIPE.  SET IN CONCRETE BLOCK
 BX2040'PROJECTING 6 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1
 BX2040'FOOT NORTHEAST OF THE MARK.
 BX2040
 BX2040                          STATION RECOVERY (2001)
 BX2040
 BX2040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2040'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2932 ***********************************************************************
 BX2932  DESIGNATION -  PEASON LOT
 BX2932  PID         -  BX2932
 BX2932  STATE/COUNTY-  LA/SABINE
 BX2932  USGS QUAD   -  PEASON (1954)
 BX2932
 BX2932                         *CURRENT SURVEY CONTROL
 BX2932  ___________________________________________________________________
 BX2932* NAD 83(1992)-  31 26 52.98122(N)    093 18 54.67404(W)     ADJUSTED  
 BX2932* NAVD 88     -                                                        
 BX2932  ___________________________________________________________________
 BX2932  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 BX2932  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX2932
 BX2932  HORZ ORDER  -  THIRD
 BX2932
 BX2932.The horizontal coordinates were established by classical geodetic methods
 BX2932.and adjusted by the National Geodetic Survey in January 1993..
 BX2932
 BX2932
 BX2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2932
 BX2932.The geoid height was determined by GEOID03.
 BX2932
 BX2932;                    North         East     Units Scale Factor Converg.
 BX2932;SPC LA N     -   105,407.202   922,517.283   MT  0.99994811   -0 25 51.6
 BX2932;SPC LA N     -   345,823.46  3,026,625.45   sFT  0.99994811   -0 25 51.6
 BX2932;UTM  15      - 3,479,301.870   470,051.852   MT  0.99961106   -0 09 52.0
 BX2932
 BX2932                          SUPERSEDED SURVEY CONTROL
 BX2932
 BX2932  NAD 83(1986)-  31 26 52.99667(N)    093 18 54.66687(W) AD(       ) 4
 BX2932  NAD 27      -  31 26 52.35759(N)    093 18 54.05959(W) AD(       ) 3
 BX2932
 BX2932.Superseded values are not recommended for survey control.
 BX2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2932.See file dsdata.txt to determine how the superseded data were derived.
 BX2932
 BX2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7005279302(NAD 83)
 BX2932_MARKER: 57 = LOOKOUT TOWER
 BX2932
 BX2932  HISTORY     - Date     Condition        Report By
 BX2932  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2932  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2932
 BX2932                          STATION DESCRIPTION
 BX2932
 BX2932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2932'PEASON, LOOKOUT TOWER IS LOCATED ON A HIGH HILL, ABOUT 4 MILES
 BX2932'EAST-SOUTHEAST OF MOUNT CARMEL, 3/4 MILE NORTH-NORTHWEST OF PEASON,
 BX2932'8-1/2 MILES EAST OF FLORIEN AND 0.2 MILE EAST OF STATE HIGHWAY 118.
 BX2932'
 BX2932'STATION IS A SQUARE, METAL CAB, SILVER IN COLOR WITH A CONICAL SHAPED
 BX2932'ROOF, SUPPORTED BY 4 CHANNEL-STEEL LEGS.  THE TOWER IS ABOUT 100
 BX2932'FEET HIGH.
 BX2932'
 BX2932'THE POINT INTERSECTED WAS THE APEX OF THE CAB.
 BX2932
 BX2932                          STATION RECOVERY (2001)
 BX2932
 BX2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2932'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2039 ***********************************************************************
 BX2039  DESIGNATION -  PEASON RESET
 BX2039  PID         -  BX2039
 BX2039  STATE/COUNTY-  LA/SABINE
 BX2039  USGS QUAD   -  PEASON (1954)
 BX2039
 BX2039                         *CURRENT SURVEY CONTROL
 BX2039  ___________________________________________________________________
 BX2039* NAD 83(1992)-  31 24 02.94334(N)    093 17 17.32695(W)     ADJUSTED  
 BX2039* NAVD 88     -       141.05   (+/-2cm)     462.8    (feet)  VERTCON   
 BX2039  ___________________________________________________________________
 BX2039  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 BX2039  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX2039
 BX2039  HORZ ORDER  -  FIRST
 BX2039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2039
 BX2039.The horizontal coordinates were established by classical geodetic methods
 BX2039.and adjusted by the National Geodetic Survey in January 1993..
 BX2039
 BX2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2039.The vertical order pertains to the NGVD 29 superseded value.
 BX2039
 BX2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2039
 BX2039.The geoid height was determined by GEOID03.
 BX2039
 BX2039;                    North         East     Units Scale Factor Converg.
 BX2039;SPC LA N     -   100,151.566   925,049.358   MT  0.99995516   -0 25 00.1
 BX2039;SPC LA N     -   328,580.60  3,034,932.77   sFT  0.99995516   -0 25 00.1
 BX2039;UTM  15      - 3,474,059.862   472,607.477   MT  0.99960925   -0 09 00.5
 BX2039
 BX2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2039!SPC LA N     -   0.99998201  x   0.99995516  =   0.99993717
 BX2039!UTM  15      -   0.99998201  x   0.99960925  =   0.99959126
 BX2039
 BX2039:                Primary Azimuth Mark                     Grid Az
 BX2039:SPC LA N     -  RED DIRT LOOKOUT TOWER USFS              066 26 33.6
 BX2039:UTM  15      -  RED DIRT LOOKOUT TOWER USFS              066 10 34.0
 BX2039
 BX2039|---------------------------------------------------------------------|
 BX2039| PID    Reference Object                     Distance      Geod. Az  |
 BX2039|                                                           dddmmss.s |
 BX2039| BX2883 RED DIRT LOOKOUT TOWER USFS         APPROX.26.8 KM 0660133.5 |
 BX2039| CV8990 PEASON RM 1                          19.813 METERS 11729     |
 BX2039| CV8992 PEASON RM 3                          17.010 METERS 12805     |
 BX2039| CV8993 PEASON RM 4                          14.282 METERS 23051     |
 BX2039| CV8991 PEASON RM 2                          18.273 METERS 31612     |
 BX2039| BX2932 PEASON LOT                          APPROX. 5.8 KM 3335133.3 |
 BX2039| BX2040 PEASON AZ MK 2                                     3375919.5 |
 BX2039| CV8988 PEASON AZ MK                                       3382917.9 |
 BX2039| CV7970 43 V 12                                            3425351.7 |
 BX2039|---------------------------------------------------------------------|
 BX2039
 BX2039                          SUPERSEDED SURVEY CONTROL
 BX2039
 BX2039  NAD 83(1986)-  31 24 02.95883(N)    093 17 17.31887(W) AD(       ) 1
 BX2039  NAD 27      -  31 24 02.31637(N)    093 17 16.70990(W) AD(       ) 1
 BX2039  NGVD 29 (??/??/??)  141.117  (m)          462.98   (f) ADJUSTED    2 0
 BX2039
 BX2039.Superseded values are not recommended for survey control.
 BX2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2039.See file dsdata.txt to determine how the superseded data were derived.
 BX2039
 BX2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7260774060(NAD 83)
 BX2039_MARKER: DS = TRIANGULATION STATION DISK
 BX2039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2039_SP_SET: CONCRETE FOOTING
 BX2039_STAMPING: PEASON 1941 RESET 1958
 BX2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2039
 BX2039  HISTORY     - Date     Condition        Report By
 BX2039  HISTORY     - 1941     MONUMENTED       CGS
 BX2039  HISTORY     - 1943     GOOD             USE
 BX2039  HISTORY     - 1954     GOOD             CGS
 BX2039  HISTORY     - 1958     GOOD             CGS
 BX2039  HISTORY     - 1971     GOOD             NGS
 BX2039  HISTORY     - 1972     GOOD             LADTD
 BX2039  HISTORY     - 1973     GOOD             LADH
 BX2039
 BX2039                          STATION DESCRIPTION
 BX2039
 BX2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2039'STATION IS ABOUT 1 MILE S OF THE PEASON STORE IN THE VILLAGE
 BX2039'OF PEASON ON THE HIGHEST PART OF A STUMP-COVERED KNOLL, THE
 BX2039'HIGHEST POINT IN THE VICINITY, 100 FEET NNW OF A LARGE
 BX2039'OBSERVATION PLATFORM THAT IS ABOUT 20 FEET HIGH, AND 5.5 FEET
 BX2039'SW OF A WHITE REFERENCE POST.  IT IS STAMPED PEASON 1941 AND
 BX2039'PROJECTS 6 INCHES.
 BX2039'
 BX2039'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2039'BRONZE DISKS SET IN CONCRETE.
 BX2039'
 BX2039'REFERENCE MARK NO. 1 IS S BY W OF THE STATION ABOUT 1-1/2 FEET
 BX2039'LOWER, 46 FEET W OF THE NW CORNER OF THE OBSERVATION PLATFORM.
 BX2039'IT IS STAMPED PEASON NO. 1 1941 AND PROJECTS 2 INCHES.
 BX2039'
 BX2039'REFERENCE MARK NO. 2 IS NW OF THE STATION ON THE SIDE OF THE
 BX2039'HILL, ABOUT 18 INCHES LOWER THAN THE STATION.  IT IS STAMPED
 BX2039'PEASON NO. 2 1941 AND PROJECTS 6 INCHES.
 BX2039'
 BX2039'THE AZIMUTH MARK IS ABOUT 1 MILE NNW OF THE STATION, 79 FEET
 BX2039'ENE OF THE NE CORNER OF A CHURCH, 20 FEET NE OF THE CENTER
 BX2039'LINE OF STATE HIGHWAY 173 AND 3 FEET SSE OF WHITE REFERENCE
 BX2039'POST.  IT IS STAMPED PEASON 1941 AND PROJECTS 8 INCHES.
 BX2039'
 BX2039'TO REACH FROM PEASON STORE GO E ON STATE HIGHWAY 173 FOR 0.05
 BX2039'MILE AND TURN RIGHT, S, ON TRACK ROAD ACROSS STUMP-COVERED AREA,
 BX2039'GO 0.7 MILE AND TAKE LEFT FORK, GO 0.15 MILE AND TURN LEFT
 BX2039'TOWARD KNOLL, GO 0.1 MILE UP KNOLL TO HIGHEST POINT AND
 BX2039'STATION.
 BX2039'
 BX2039'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BX2039
 BX2039                          STATION RECOVERY (1943)
 BX2039
 BX2039'RECOVERY NOTE BY US ENGINEERS 1943
 BX2039'$
 BX2039'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2039'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AS WAS REFERENCE
 BX2039'MARK 2.  THE TOP OF REFERENCE MARK 1 HAS BEEN KNOCKED OFF.
 BX2039
 BX2039                          STATION RECOVERY (1954)
 BX2039
 BX2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RDM)
 BX2039'STATION RECOVERED AS DESCRIBED.
 BX2039
 BX2039                          STATION RECOVERY (1958)
 BX2039
 BX2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BX2039'THE STATION WAS VISITED 10-24-58 AND THE STATION UNDERGROUND
 BX2039'MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE FOUND IN
 BX2039'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  THE
 BX2039'STATION SURFACE MARK WAS FOUND LEANING SLIGHTLY, IT WAS THEN
 BX2039'DUG UP AND THE UNDERGROUND MARK FOUND IN GOOD CONDITION.  THE
 BX2039'UNDERGROUND MARK WAS THEN LOWERED IN ITS ORIGINAL POSITION
 BX2039'AND THE SURFACE MARK REPLACED.  THE AZIMUTH MARK WAS RESET
 BX2039'AT THIS DATE AT THE REQUEST OF THE STATE HIGHWAY DEPARTMENT.
 BX2039'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE
 BX2039'MEASUREMENT TO REFERENCE MARK NO. 2 FAILED TO CHECK BY .030
 BX2039'FOOT.  A NEW DESCRIPTION FOLLOWS--
 BX2039'
 BX2039'THE STATION IS LOCATED 11 MILES EAST-SOUTHEAST OF FLORIEN,
 BX2039'7.5 MILES SOUTHEAST OF MT. CARMEL, 0.95 MILE SOUTH OF THE
 BX2039'COMMUNITY OF PEASON AND THE GOOD HOPE CHURCH, ON THE HIGHEST
 BX2039'HILL IN THE VICINITY LOCALLY KNOWN AS EAGLE HILL, AT THE
 BX2039'NORTH EDGE OF THE FORT POLK MILITARY RESERVATION, 0.75 MILE
 BX2039'SOUTH OF A FARM HOUSE.  IT IS 132 PACES NORTH OF A POWER
 BX2039'POLE WITH A TRANSFORMER AND IN THE CENTER OF FOUR CONCRETE
 BX2039'FOOTINGS OF AN ABANDONDED TOWER.  IT IS A STANDARD DISK,
 BX2039'STAMPED PEASON 1941 1958, PROJECTING 2 INCHES.
 BX2039'
 BX2039'REFERENCE MARK NO. 2 IS 60.14 FEET NORTHWEST OF THE STATION
 BX2039'ON THE NORTH END OF THE SAME HILL AS THE STATION.  IT IS A
 BX2039'STANDARD DISK, STAMPED PEASON NO 2 1941, PROJECTING 6 INCHES.
 BX2039'
 BX2039'REFERENCE MARK NO. 3 IS 55.80 FEET SOUTHEAST OF THE STATION
 BX2039'AND ABOUT 3 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 BX2039'DISK, STAMPED PEASON NO 3 1941 1958, PROJECTING 6 INCHES.
 BX2039'
 BX2039'THE AZIMUTH MARK IS 0.95 MILE NORTH-NORTHWEST OF THE STATION
 BX2039'AT THE SOUTHEAST CORNER OF THE GOOD HOPE CHURCH YARD, 40 FEET
 BX2039'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 118, 101 FEET
 BX2039'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE STEP
 BX2039'OF THE CHURCH, 26.5 FEET EAST-SOUTHEAST OF A POWER POLE IN
 BX2039'THE CHURCH YARD, AND 1 FOOT SOUTHEAST OF THE CHURCH YARD
 BX2039'FENCE.  IT IS A STANDARD DISK, STAMPED PEASON 1941 RESET
 BX2039'1958, PROJECTING 6 INCHES.
 BX2039'
 BX2039'TO REACH THE STATION FROM FLORIEN GO NORTH ON U.S. HIGHWAY
 BX2039'171 FOR 1.1 MILES TO THE JUNCTION WITH STATE HIGHWAY 118,
 BX2039'TURN RIGHT AND GO EAST ON STATE HIGHWAY 118 FOR 4.75 MILES TO
 BX2039'THE MT. CARMEL SCHOOL ON THE RIGHT, CONTINUE EAST AND SOUTHEAST
 BX2039'FOR 7.9 MILES TO THE GOOD HOPE CHURCH AND AZIMUTH MARK ON
 BX2039'THE RIGHT.  CONTINUE SOUTH FOR 0.2 MILE TO A FORK, TAKE RIGHT
 BX2039'FORK FOR 0.4 MILE, PASSING BETWEEN A HOUSE AND A BARN, TO A
 BX2039'FORK AT THE NORTH EDGE OF THE FORT POLK MILITARY RESERVATION,
 BX2039'TAKE LEFT FORK AND GO SOUTH FOR 0.35 MILE TO THETOP OF THE
 BX2039'HILL AND THE STATION.
 BX2039
 BX2039                          STATION RECOVERY (1971)
 BX2039
 BX2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2039'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 BX2039'CONDITION, BUT THE AZIMUTH MARK WAS BLOCKED BY HEAVY TREES.
 BX2039'REFERENCE MARK 2 WAS RECOVERED BUT WAS FOUND TO BE CHIPED AND
 BX2039'LEANING AND THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE
 BX2039'IN ERROR OF THE 1958 DATA BY 0.057 METERS SHORTER.  NO DIRECTION
 BX2039'TO REFERENCE MARK 2 WAS AVAILABLE OF THE 1958 DATA.  REFERENCE
 BX2039'MARK 3 WAS FOUND DESTROYED.  A NEW REFERENCE MARK 4 WAS
 BX2039'ESTABLISHED AND A LDH MARK WAS USED AS AN AZIMUTH MARK AT THIS
 BX2039'TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 BX2039'
 BX2039'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF FLORIEN,
 BX2039'8 MILES NORTHEAST OF HORNBECK AND 1-1/2 MILES SOUTHEAST OF
 BX2039'PEASON.  IT IS ON THE HIGHEST HILL IN THE VICINITY LOCALLY
 BX2039'KNOWN AS EAGLE HILL AND IS ON LAND OWNED BY FORT POLK MILITARY
 BX2039'RESERVATION, LEESVILLE LOUISIANA.
 BX2039'
 BX2039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BX2039'AND STATE HIGHWAY 118, ABOUT 1 MILE NORTH OF FLORIEN, GO
 BX2039'EASTERLY ON HIGHWAY 118 FOR 4.85 MILES TO MT. CARMEN SCHOOL
 BX2039'ON THE RIGHT, CONTINUE EAST AND SOUTHEAST ON HIGHWAY 118 FOR
 BX2039'4.25 MILES TO A CROSSROAD, CONTINUE SOUTH ON HIGHWAY 118 FOR
 BX2039'0.8 MILE TO SIDE ROAD LEFT LEADING TO PEASON FIRE TOWER,
 BX2039'CONTINUE SOUTH FOR 3.15 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 BX2039'CONTINUE SOUTH ON HIGHWAY 118 FOR 0.15 MILE TO (LDH) 43V12
 BX2039'MARK ON THE LEFT, CONTINUE SOUTH FOR 0.05 MILE TO ANGLEING
 BX2039'ROAD ON THE RIGHT, BEAR RIGHT AND GO SOUTHERLY ON BLADED
 BX2039'ROAD FOR 0.35 MILE TO A T-INTERSECTION, TURN LEFT AND GO
 BX2039'EASTERLY ON BLADED ROAD FOR 0.1 MILE TO WHERE THE ROAD
 BX2039'TURNS RIGHT, TURN RIGHT, TAKE RIGHT HAND ONE OF TWO BLADED
 BX2039'ROADS AND GO SOUTHERLY FOR 0.35 MILE TO TOP OF HILL AND THE
 BX2039'STATION ON THE HIGHEST POINT.
 BX2039'
 BX2039'THE STATION MARKS ARE STANDARD DISKS STAMPED PEASON 1941 1958.
 BX2039'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BX2039'MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT
 BX2039'IS 25 FEET SOUTHWEST OF THE CENTER OF DIRT ROAD AND 2.5 FEET
 BX2039'SOUTHEAST OF A METAL WITNESS POST AND IN THE CENTER OF 4 CONCRETE
 BX2039'SLABS.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 BX2039'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2039'
 BX2039'REFERENCE MARK 2, A STANDARD DISK STAMPED PEASON NO 2 1941,
 BX2039'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BX2039'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET
 BX2039'SOUTHWEST OF DIRT ROAD.
 BX2039'
 BX2039'REFERENCE MARK 4, A STANDARD DISK STAMPED PEASON NO 4 1941 1971,
 BX2039'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2039'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2.5 FEET NORTHEAST
 BX2039'OF A METAL WITNESS POST.
 BX2039'
 BX2039'AZIMUTH MARK, A STANDARD DISK STAMPED PEASON 1941 RESET 1958,
 BX2039'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BX2039'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET
 BX2039'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 118, 2.5 FEET
 BX2039'NORTHWEST OF FENCE CORNER AND 1 FOOT SOUTHWEST OF A METAL
 BX2039'WITNESS POST.  BLOCKED BY HEAVY TREES.
 BX2039'
 BX2039'(LDH) 43V12 (AZIMUTH MARK), A STANDARD DISK STAMPED 43V12 1970,
 BX2039'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2039'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 170 FEET
 BX2039'EAST OF THE CENTER OF STATE HIGHWAY 118, 70 FEET NORTH OF A
 BX2039'METAL CATTLE GUARD, 1 FOOT WEST OF A METAL FENCE CORNER AND
 BX2039'1 FOOT EAST OF A METAL WITNESS POST.
 BX2039'
 BX2039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 BX2039'SOUTHEAST OF PEASON
 BX2039'
 BX2039'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 BX2039
 BX2039                          STATION RECOVERY (1972)
 BX2039
 BX2039'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 BX2039'8.0 MI W FROM KISATCHIE.
 BX2039'THIS STATION IS LOCATED 8.0 MILES WEST OF KISATCHIE POST OFFICE.  14
 BX2039'MILES EAST SOUTHEAST OF FLORIEN.  2.4 MILES EAST SOUTHEAST OF THE PINE
 BX2039'GROVE BAPTIST CHURCH ON THE HIGHEST HILL IN THE VICINITY. LOCALLY
 BX2039'KNOWN AS EAGLE HILL.  TO REACH THIS STATION GO EAST 1.55 MILES FROM
 BX2039'THE PINE GROVE BAPTIST CHURCH TO A RIGHT FORK IN ROAD. THENCE 0.1 MILE
 BX2039'TO A RIGHT FORK.  TAKE RIGHT FORK FOR 0.3 MILES TO A LEFT FORK. FOLLOW
 BX2039'LEFT ROAD FOR 0.45 MILES TO TOP OF THE HILL.  IT IS IN THE CENTER OF
 BX2039'FOUR CONCRETE FOOTINGS OF AN OLD ABANDONED TOWER. A STANDARD DISK
 BX2039'STAMPED PEASON 1941 1958 PROJECTING 2 INCHES ABOVE THE GROUND.
 BX2039
 BX2039                          STATION RECOVERY (1973)
 BX2039
 BX2039'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1973 (JRM)
 BX2039'THIS STATION IS LOCATED 8.0 MILES WEST OF KISATCHIE POST
 BX2039'OFFICE.  14 MILES EAST SOUTHEAST OF FLORIEN.  2.4 MILES EAST
 BX2039'SOUTHEAST OF THE PINE GROVE BAPTIST CHURCH ON THE HIGHEST
 BX2039'HILL IN THE VICINITY, LOCALLY KNOWN AS EAGLE HILL.  TO REACH
 BX2039'THIS STATION GO EAST 1.55 MILES FROM THE PINE GROVE BAPTIST
 BX2039'CHURCH TO A RIGHT FORK IN ROAD, THENCE 0.1 MILE TO A RIGHT FORK,
 BX2039'TAKE RIGHT FORK FOR 0.3 MILES TO A LEFT FORK, FOLLOW LEFT FORK
 BX2039'FOR 0.45 MILES TO TOP OF HILL.  IT IS IN THE CENTER OF FOUR
 BX2039'CONCRETE FOOTINGS OF AN OLD ABANDONED TOWER.  A STANDARD DISK
 BX2039'STAMPED PEASON 1941 1958, PROJECTING 2 INCHES ABOVE THE
 BX2039'GROUND.
 BX2039'
 BX2039'REFERENCE MARK 1 AND 2 WERE NOT FOUND.
 BX2039'
 BX2039'THE AZIMUTH MARK IS LOCATED 1.15 MILES WEST NORTHWEST OF THE
 BX2039'STATION.  1.4 MILES EAST SOUTHEAST OF THE PINE GROVE BAPTIST
 BX2039'CHURCH.  40 FEET SOUTHWEST OF CENTER OF LOUISIANA HIGHWAY 118.
 BX2039'2 FEET NORTHEAST OF CORNER POST OF A MESH AND BARBED WIRE FENCE.
 BX2039'162 FEET SOUTHEAST OF THE EAST END OF A 18 INCH SIDE DRAIN
 BX2039'PIPE.  SET IN A CONCRETE BLOCK PROJECTING 6 INCHES ABOVE THE
 BX2039'GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTHEAST OF THE
 BX2039'MARK.
 BX2039'
 BX2039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES
 BX2039'WEST KISATCHIE POST OFFICE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1816 ***********************************************************************
 CQ1816  DESIGNATION -  PECAN BOLT
 CQ1816  PID         -  CQ1816
 CQ1816  STATE/COUNTY-  LA/CADDO
 CQ1816  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1816
 CQ1816                         *CURRENT SURVEY CONTROL
 CQ1816  ___________________________________________________________________
 CQ1816* NAD 83(1986)-  32 21 42.     (N)    093 38 35.     (W)     SCALED    
 CQ1816* NAVD 88     -        45.77   (+/-2cm)     150.2    (feet)  VERTCON   
 CQ1816  ___________________________________________________________________
 CQ1816  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1816
 CQ1816  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1816
 CQ1816.The horizontal coordinates were scaled from a topographic map and have
 CQ1816.an estimated accuracy of +/- 6 seconds.
 CQ1816
 CQ1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1816.The vertical order pertains to the NGVD 29 superseded value.
 CQ1816
 CQ1816.The geoid height was determined by GEOID03.
 CQ1816
 CQ1816;                    North         East    Units  Estimated Accuracy
 CQ1816;SPC LA N     -   206,980.      892,420.      MT  (+/- 180 meters Scaled)
 CQ1816
 CQ1816                          SUPERSEDED SURVEY CONTROL
 CQ1816
 CQ1816  NGVD 29 (??/??/??)   45.828  (m)          150.35   (f) ADJUSTED    1 1
 CQ1816
 CQ1816.Superseded values are not recommended for survey control.
 CQ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1816.See file dsdata.txt to determine how the superseded data were derived.
 CQ1816
 CQ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR394807(NAD 83)
 CQ1816_MARKER: B = BOLT
 CQ1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1816_SP_SET: STONE
 CQ1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1816+STABILITY: SURFACE MOTION
 CQ1816
 CQ1816  HISTORY     - Date     Condition        Report By
 CQ1816  HISTORY     - UNK      MONUMENTED       USDA
 CQ1816  HISTORY     - 1969     GOOD             CGS
 CQ1816  HISTORY     - 1986     GOOD             USPSQD
 CQ1816  HISTORY     - 1987     GOOD             USPSQD
 CQ1816  HISTORY     - 1989     GOOD             USPSQD
 CQ1816
 CQ1816                          STATION DESCRIPTION
 CQ1816
 CQ1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1816'8.05 MI SE FROM SHREVEPORT.
 CQ1816'ABOUT 8.05 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1816'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, 70 YARDS
 CQ1816'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 116 1/2 FEET SOUTHWEST OF
 CQ1816'THE SOUTHWEST RAIL OF THE TEXAS AND PACIFIC RAILROAD, 140 FEET NORTH
 CQ1816'OF THE NORTH CORNER OF A LABORATORY BUILDING AT THE U.S. DEPARTMENT OF
 CQ1816'AGRICULTURE, 41 FEET SOUTHEAST OF THE CENTER LINE OF ROBSON ROAD, 47
 CQ1816'1/2 FEET NORTH OF A 34-INCH PECAN TREE, 4 FEET SOUTH OF A CORNER FENCE
 CQ1816'POST, A COPPER BOLT IN THE TOP OF A STONE ABOUT 3 FEET BELOW THE
 CQ1816'SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 CQ1816'PIPE WHICH BEARS A U.S. ENGINEERS CAP AND WHICH PROJECTS 6 INCHES
 CQ1816'ABOVE THE SURFACE OF THE GROUND.  SEC 30, T 16N, R 12W.
 CQ1816
 CQ1816                          STATION RECOVERY (1986)
 CQ1816
 CQ1816'RECOVERY NOTE BY US POWER SQUADRON 1986 (RST)
 CQ1816'RECOVERED IN GOOD CONDITION.
 CQ1816
 CQ1816                          STATION RECOVERY (1987)
 CQ1816
 CQ1816'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1816'RECOVERED IN GOOD CONDITION.
 CQ1816
 CQ1816                          STATION RECOVERY (1989)
 CQ1816
 CQ1816'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0656 ***********************************************************************
 AV0656  DESIGNATION -  PECAN IS HUMBLE OIL REF N MAST
 AV0656  PID         -  AV0656
 AV0656  STATE/COUNTY-  LA/VERMILION
 AV0656  USGS QUAD   -  MULBERRY ISLAND EAST (1979)
 AV0656
 AV0656                         *CURRENT SURVEY CONTROL
 AV0656  ___________________________________________________________________
 AV0656* NAD 83(1992)-  29 35 39.72423(N)    092 21 56.36648(W)     ADJUSTED  
 AV0656* NAVD 88     -                                                        
 AV0656  **This station is located in a subsidence area (see below).
 AV0656  ___________________________________________________________________
 AV0656  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0656  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AV0656
 AV0656  HORZ ORDER  -  THIRD
 AV0656
 AV0656.The horizontal coordinates were established by classical geodetic methods
 AV0656.and adjusted by the National Geodetic Survey in January 1993..
 AV0656
 AV0656 ** The orthometric height has not been validated since last determined
 AV0656 ** by differential leveling and should not be used for control purposes.
 AV0656 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0656 ** area with valid NAVD 88 orthometric heights.
 AV0656 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0656 ** epoch indicated which incorporates improved geoid heights for the
 AV0656 ** Southern Louisiana Subsidence area.
 AV0656 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0656
 AV0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0656
 AV0656.The geoid height was determined by GEOID03.
 AV0656
 AV0656;                    North         East     Units Scale Factor Converg.
 AV0656;SPC LA S     -   121,755.900   899,998.593   MT  0.99995075   -0 30 58.2
 AV0656;SPC LA S     -   399,460.82  2,952,745.38   sFT  0.99995075   -0 30 58.2
 AV0656;UTM  15      - 3,274,007.346   561,428.807   MT  0.99964656   +0 18 47.8
 AV0656
 AV0656                          SUPERSEDED SURVEY CONTROL
 AV0656
 AV0656  NAD 83(1986)-  29 35 39.74379(N)    092 21 56.35130(W) AD(       ) 4
 AV0656  NAD 27      -  29 35 38.94700(N)    092 21 55.87100(W) AD(       ) 3
 AV0656
 AV0656.Superseded values are not recommended for survey control.
 AV0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0656.See file dsdata.txt to determine how the superseded data were derived.
 AV0656
 AV0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6142974007(NAD 83)
 AV0656
 AV0656  HISTORY     - Date     Condition        Report By
 AV0656  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0656  HISTORY     - 19910909 MARK NOT FOUND   USPSQD
 AV0656
 AV0656                          STATION DESCRIPTION
 AV0656
 AV0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0656'STATION IS THE RED LIGHT AT THE TOP CENTER OF THE TALLEST AND
 AV0656'NORTH ONE OF TWO RADIO MASTS WHICH ARE LOCATED AT THE RECYCLING
 AV0656'PLANT OF THE HUMBLE OIL AND REFINING COMPANY.  IT IS LOCATED
 AV0656'ON THE NORTH BANK OF HUMBLE CANAL ABOUT 6 MILES SOUTHEAST
 AV0656'OF THE VILLAGE OF PECAN ISLAND, 3 MILES NORTH OF THE COAST
 AV0656'AND 2 MILES SOUTH-SOUTHEAST OF THE HUMBLE CAMP ON PECAN ISLAND.
 AV0656
 AV0656                          STATION RECOVERY (1991)
 AV0656
 AV0656'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0664 ***********************************************************************
 AV0664  DESIGNATION -  PECAN ISLAND SCHOOL HOUSE USGS
 AV0664  PID         -  AV0664
 AV0664  STATE/COUNTY-  LA/VERMILION
 AV0664  USGS QUAD   -  PECAN ISLAND (1979)
 AV0664
 AV0664                         *CURRENT SURVEY CONTROL
 AV0664  ___________________________________________________________________
 AV0664* NAD 83(1992)-  29 38 44.52338(N)    092 27 08.15348(W)     ADJUSTED  
 AV0664* NAVD 88     -                                                        
 AV0664  **This station is located in a subsidence area (see below).
 AV0664  ___________________________________________________________________
 AV0664  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AV0664  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AV0664
 AV0664  HORZ ORDER  -  THIRD
 AV0664
 AV0664.The horizontal coordinates were established by classical geodetic methods
 AV0664.and adjusted by the National Geodetic Survey in January 1993..
 AV0664
 AV0664 ** The orthometric height has not been validated since last determined
 AV0664 ** by differential leveling and should not be used for control purposes.
 AV0664 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0664 ** area with valid NAVD 88 orthometric heights.
 AV0664 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0664 ** epoch indicated which incorporates improved geoid heights for the
 AV0664 ** Southern Louisiana Subsidence area.
 AV0664 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0664
 AV0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0664
 AV0664.The geoid height was determined by GEOID03.
 AV0664
 AV0664;                    North         East     Units Scale Factor Converg.
 AV0664;SPC LA S     -   127,524.156   891,664.724   MT  0.99994483   -0 33 34.1
 AV0664;SPC LA S     -   418,385.50  2,925,403.35   sFT  0.99994483   -0 33 34.1
 AV0664;UTM  15      - 3,279,652.547   553,014.846   MT  0.99963468   +0 16 15.4
 AV0664
 AV0664                          SUPERSEDED SURVEY CONTROL
 AV0664
 AV0664  NAD 83(1986)-  29 38 44.54330(N)    092 27 08.14201(W) AD(       ) 4
 AV0664  NAD 27      -  29 38 43.76000(N)    092 27 07.66000(W) AD(       ) 3
 AV0664
 AV0664.Superseded values are not recommended for survey control.
 AV0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0664.See file dsdata.txt to determine how the superseded data were derived.
 AV0664
 AV0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5301579653(NAD 83)
 AV0664_MARKER: 85 = CHIMNEY
 AV0664
 AV0664  HISTORY     - Date     Condition        Report By
 AV0664  HISTORY     - 1932     FIRST OBSERVED   CGS
 AV0664  HISTORY     - 1948     GOOD             CGS
 AV0664  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AV0664
 AV0664                          STATION DESCRIPTION
 AV0664
 AV0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JML)
 AV0664'CENTER OF NE CHIMNEY OF SCHOOLHOUSE.
 AV0664
 AV0664                          STATION RECOVERY (1948)
 AV0664
 AV0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0664'RECOVERED.  STATION IS CENTER OF NE CHIMNEY OF SCHOOLHOUSE
 AV0664'ON PECAN ISLAND.
 AV0664
 AV0664                          STATION RECOVERY (2004)
 AV0664
 AV0664'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0664'OLD SCHOOL HAS BEEN REMOVED AND REPLACED WITH A NEW BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1112 ***********************************************************************
 BX1112  DESIGNATION -  PECAN RM 1
 BX1112  PID         -  BX1112
 BX1112  STATE/COUNTY-  LA/RAPIDES
 BX1112  USGS QUAD   -  RAPIDES (1992)
 BX1112
 BX1112                         *CURRENT SURVEY CONTROL
 BX1112  ___________________________________________________________________
 BX1112* NAD 83(1986)-  31 21 30.     (N)    092 33 25.     (W)     SCALED    
 BX1112* NAVD 88     -        24.578  (meters)      80.64   (feet)  ADJUSTED  
 BX1112  ___________________________________________________________________
 BX1112  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX1112  DYNAMIC HT  -          24.548 (meters)      80.54  (feet)  COMP
 BX1112  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 BX1112
 BX1112  VERT ORDER  -  FIRST     CLASS I
 BX1112
 BX1112.The horizontal coordinates were scaled from a topographic map and have
 BX1112.an estimated accuracy of +/- 6 seconds.
 BX1112
 BX1112.The orthometric height was determined by differential leveling
 BX1112.and adjusted by the National Geodetic Survey in February 1994..
 BX1112
 BX1112.The geoid height was determined by GEOID03.
 BX1112
 BX1112.The dynamic height is computed by dividing the NAVD 88
 BX1112.geopotential number by the normal gravity value computed on the
 BX1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1112.degrees latitude (g = 980.6199 gals.).
 BX1112
 BX1112.The modeled gravity was interpolated from observed gravity values.
 BX1112
 BX1112;                    North         East    Units  Estimated Accuracy
 BX1112;SPC LA N     -    95,170.      994,580.      MT  (+/- 180 meters Scaled)
 BX1112
 BX1112                          SUPERSEDED SURVEY CONTROL
 BX1112
 BX1112  NAVD 88 (06/15/91)   24.578  (m)           80.64   (f) UNKNOWN     1 1
 BX1112  NGVD 29 (??/??/??)   24.570  (m)           80.61   (f) ADJUSTED    1 1
 BX1112
 BX1112.Superseded values are not recommended for survey control.
 BX1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1112.See file dsdata.txt to determine how the superseded data were derived.
 BX1112
 BX1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ421694(NAD 83)
 BX1112_MARKER: DR = REFERENCE MARK DISK
 BX1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1112_STAMPING: PECAN NO 1 1919
 BX1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1112+STABILITY: SURFACE MOTION
 BX1112
 BX1112  HISTORY     - Date     Condition        Report By
 BX1112  HISTORY     - 1935     MONUMENTED       CGS
 BX1112  HISTORY     - 1970     GOOD             NGS
 BX1112  HISTORY     - 1977     GOOD             NGS
 BX1112  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1112
 BX1112                          STATION DESCRIPTION
 BX1112
 BX1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1112'7.1 MI E FROM BOYCE.
 BX1112'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1112'BOYCE, THENCE 6.95 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, 7
 BX1112'1/3 POLES EAST OF MILEPOST 202, 50 FEET NORTH OF THE NORTH RAIL, 23.75
 BX1112'FEET SOUTHEAST OF TRIANGULATION STATION PECAN = B 67 1919, 1 1/2 FEET
 BX1112'NORTH OF A FENCE, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 BX1112'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 BX1112'SURFACE OF THE GROUND.
 BX1112
 BX1112                          STATION RECOVERY (1977)
 BX1112
 BX1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1112'RECOVERED IN GOOD CONDITION.
 BX1112
 BX1112                          STATION RECOVERY (1999)
 BX1112
 BX1112'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1002 ***********************************************************************
 BX1002  DESIGNATION -  PECAN RM 2
 BX1002  PID         -  BX1002
 BX1002  STATE/COUNTY-  LA/RAPIDES
 BX1002  USGS QUAD   -  RAPIDES (1992)
 BX1002
 BX1002                         *CURRENT SURVEY CONTROL
 BX1002  ___________________________________________________________________
 BX1002* NAD 83(1986)-  31 21 31.     (N)    092 33 28.     (W)     SCALED    
 BX1002* NAVD 88     -        24.609  (meters)      80.74   (feet)  ADJUSTED  
 BX1002  ___________________________________________________________________
 BX1002  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX1002  DYNAMIC HT  -          24.579 (meters)      80.64  (feet)  COMP
 BX1002  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 BX1002
 BX1002  VERT ORDER  -  FIRST     CLASS I
 BX1002
 BX1002.The horizontal coordinates were scaled from a topographic map and have
 BX1002.an estimated accuracy of +/- 6 seconds.
 BX1002
 BX1002.The orthometric height was determined by differential leveling
 BX1002.and adjusted by the National Geodetic Survey in February 1994..
 BX1002
 BX1002.The geoid height was determined by GEOID03.
 BX1002
 BX1002.The dynamic height is computed by dividing the NAVD 88
 BX1002.geopotential number by the normal gravity value computed on the
 BX1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1002.degrees latitude (g = 980.6199 gals.).
 BX1002
 BX1002.The modeled gravity was interpolated from observed gravity values.
 BX1002
 BX1002;                    North         East    Units  Estimated Accuracy
 BX1002;SPC LA N     -    95,200.      994,500.      MT  (+/- 180 meters Scaled)
 BX1002
 BX1002                          SUPERSEDED SURVEY CONTROL
 BX1002
 BX1002  NAVD 88 (06/15/91)   24.609  (m)           80.74   (f) UNKNOWN     1 1
 BX1002  NGVD 29 (??/??/??)   24.601  (m)           80.71   (f) ADJUSTED    1 1
 BX1002
 BX1002.Superseded values are not recommended for survey control.
 BX1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1002.See file dsdata.txt to determine how the superseded data were derived.
 BX1002
 BX1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ420694(NAD 83)
 BX1002_MARKER: DR = REFERENCE MARK DISK
 BX1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1002_STAMPING: RM 2 PECAN 1919
 BX1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1002+STABILITY: SURFACE MOTION
 BX1002
 BX1002  HISTORY     - Date     Condition        Report By
 BX1002  HISTORY     - 1935     MONUMENTED       CGS
 BX1002  HISTORY     - 1970     GOOD             NGS
 BX1002  HISTORY     - 1977     GOOD             NGS
 BX1002  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1002
 BX1002                          STATION DESCRIPTION
 BX1002
 BX1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1002'7.1 MI E FROM BOYCE.
 BX1002'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1002'BOYCE, THENCE 6.95 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, 6
 BX1002'3/4 POLES EAST OF MILEPOST 202, 95 YARDS EAST OF A CROSSING OF THE
 BX1002'RAILROAD AND A PRIVATE ROAD, 49 1/2 FEET NORTH OF THE NORTH RAIL, 40
 BX1002'FEET NORTH OF A SEMAPHORE SIGNAL, 60.62 FEET WEST OF TRIANGULATION
 BX1002'STATION PECAN = B 67 1919, 1 FOOT NORTH OF A FENCE, 0.8 FOOT NORTH OF
 BX1002'A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND
 BX1002'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF
 BX1002'THE GROUND.
 BX1002
 BX1002                          STATION RECOVERY (1977)
 BX1002
 BX1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1002'RECOVERED IN GOOD CONDITION.
 BX1002
 BX1002                          STATION RECOVERY (1999)
 BX1002
 BX1002'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1001 ***********************************************************************
 BX1001  DESIGNATION -  PECAN=B 67
 BX1001  PID         -  BX1001
 BX1001  STATE/COUNTY-  LA/RAPIDES
 BX1001  USGS QUAD   -  RAPIDES (1992)
 BX1001
 BX1001                         *CURRENT SURVEY CONTROL
 BX1001  ___________________________________________________________________
 BX1001* NAD 83(1992)-  31 21 30.12955(N)    092 33 28.07952(W)     ADJUSTED  
 BX1001* NAVD 88     -        24.549  (meters)      80.54   (feet)  ADJUSTED  
 BX1001  ___________________________________________________________________
 BX1001  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BX1001  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BX1001  DYNAMIC HT  -          24.519 (meters)      80.44  (feet)  COMP
 BX1001  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 BX1001
 BX1001  HORZ ORDER  -  FIRST
 BX1001  VERT ORDER  -  FIRST     CLASS I
 BX1001
 BX1001.The horizontal coordinates were established by classical geodetic methods
 BX1001.and adjusted by the National Geodetic Survey in January 1993..
 BX1001
 BX1001.The orthometric height was determined by differential leveling
 BX1001.and adjusted by the National Geodetic Survey in February 1994..
 BX1001
 BX1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1001
 BX1001.The geoid height was determined by GEOID03.
 BX1001
 BX1001.The dynamic height is computed by dividing the NAVD 88
 BX1001.geopotential number by the normal gravity value computed on the
 BX1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1001.degrees latitude (g = 980.6199 gals.).
 BX1001
 BX1001.The modeled gravity was interpolated from observed gravity values.
 BX1001
 BX1001;                    North         East     Units Scale Factor Converg.
 BX1001;SPC LA N     -    95,174.185   994,500.827   MT  0.99996206   -0 01 50.0
 BX1001;SPC LA N     -   312,250.64  3,262,791.46   sFT  0.99996206   -0 01 50.0
 BX1001;UTM  15      - 3,469,403.818   542,056.601   MT  0.99962182   +0 13 48.4
 BX1001
 BX1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1001!SPC LA N     -   1.00000028  x   0.99996206  =   0.99996234
 BX1001!UTM  15      -   1.00000028  x   0.99962182  =   0.99962210
 BX1001
 BX1001|---------------------------------------------------------------------|
 BX1001| PID    Reference Object                     Distance      Geod. Az  |
 BX1001|                                                           dddmmss.s |
 BX1001| CY4409 PECAN RM                             36.020 METERS 11441     |
 BX1001| BX1004 RAPIDES=H 13                        APPROX. 2.9 KM 2831039.9 |
 BX1001|---------------------------------------------------------------------|
 BX1001
 BX1001                          SUPERSEDED SURVEY CONTROL
 BX1001
 BX1001  NAD 83(1986)-  31 21 30.14922(N)    092 33 28.07575(W) AD(       ) 1
 BX1001  NAD 27      -  31 21 29.50026(N)    092 33 27.56757(W) AD(       ) 1
 BX1001  NAVD 88 (06/15/91)   24.549  (m)           80.54   (f) UNKNOWN     1 1
 BX1001  NGVD 29 (??/??/??)   24.541  (m)           80.51   (f) ADJUSTED    1 1
 BX1001
 BX1001.Superseded values are not recommended for survey control.
 BX1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1001.See file dsdata.txt to determine how the superseded data were derived.
 BX1001
 BX1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4205769404(NAD 83)
 BX1001_MARKER: DS = TRIANGULATION STATION DISK
 BX1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1001_STAMPING: PECAN B 67 1919
 BX1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1001+STABILITY: SURFACE MOTION
 BX1001
 BX1001  HISTORY     - Date     Condition        Report By
 BX1001  HISTORY     - 1919     MONUMENTED       CGS
 BX1001  HISTORY     - 1935     GOOD             CGS
 BX1001  HISTORY     - 1968     GOOD             CGS
 BX1001  HISTORY     - 1970     GOOD             NGS
 BX1001  HISTORY     - 1970     GOOD             NGS
 BX1001  HISTORY     - 1977     GOOD             NGS
 BX1001
 BX1001                          STATION DESCRIPTION
 BX1001
 BX1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX1001'STATION IS IN BRUSH N OF TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY,
 BX1001'ABOUT 2 MILES E OF RAPIDES, AT INTERSECTION OF PROLONGATIONS
 BX1001'OF N RAIL TANGENT FROM W AND S RAIL TANGENT FROM E, 7-3/4
 BX1001'TELEGRAPH POLES E OF MILEPOST NO. 202, AND 17.2 METERS N
 BX1001'OF CENTER LINE OF MAIN TRACK.
 BX1001'
 BX1001'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX1001'DISKS SET IN CONCRETE.
 BX1001'
 BX1001'REFERENCE MARK IS 36.020 METERS (118.18 FEET) FROM STATION
 BX1001'S 66 DEG 19 MIN W.
 BX1001
 BX1001                          STATION RECOVERY (1935)
 BX1001
 BX1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1001'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 BX1001'MARK DESTROYED.
 BX1001'
 BX1001'ADDITIONAL DESCRIPTION FOLLOWS--IT IS 54 FEET N FROM N EDGE
 BX1001'OF N RAIL AND 35 FEET E OF TELEGRAPH POLE NO. 6710.
 BX1001'
 BX1001'REFERENCE MARK NO. 1 IS THE OLD 1919 STANDARD BRONZE DISK
 BX1001'RESET IN A CONCRETE BASE 14 BY 14 BY 30 INCHES DEEP, 1.2
 BX1001'FEET INSIDE N FENCE ON RAILROAD RIGHT-OF-WAY, 47.9 FEET
 BX1001'N OF N RAIL, 56.1 FEET E OF TELEGRAPH POLE NO. 6710 AND
 BX1001'7.240 METERS (23.75 FEET) FROM STATION S 57 DEG
 BX1001'17 MIN 47 SEC E.
 BX1001'
 BX1001'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BX1001'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, 1.2 FEET N OF N
 BX1001'RIGHT-OF-WAY FENCE, 48 FEET N OF N RAIL, 27.3 FEET W OF
 BX1001'TELEGRAPH POLE NO. 6710 AND 18.47 METERS (60.62 FEET) FROM
 BX1001'STATION N 77 DEG 02 MIN 10 SEC W.  TO REFERENCE MARK NO. 1
 BX1001'IT IS 25.39 METERS (83.29 FEET) S 71 DEG 14 MIN 15 SEC E.
 BX1001'ALL MARKS STAMPED PECAN 1919.
 BX1001'
 BX1001'TO REACH THIS STATION GO E ON PAVED HIGHWAY 71, ABOUT 2-1/2
 BX1001'MILES TO CROSSROADS AND STORE AND FILLING STATION ON NW
 BX1001'CORNER OF ROAD JUNCTION, TURN N ON DIRT ROAD, CROSS RAILROAD
 BX1001'AT OLD RAPIDES STATION, TURN SE ON DIRT ROAD AND GO ABOUT
 BX1001'1-1/2 MILES TO NEGRO STORE ON N SIDE OF ROAD AND NEGRO FARMHOUSE
 BX1001'AND ROAD SW ON S SIDE, GO SW ON FARM ROAD ABOUT 1/4 MILE
 BX1001'TO RAILROAD CROSSING.  STATION IS ABOUT 250 FEET E.
 BX1001
 BX1001                          STATION RECOVERY (1968)
 BX1001
 BX1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 BX1001'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 BX1001'MARKS WERE FOUND IN GOOD CONDITION.
 BX1001'
 BX1001'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF STATE HIGHWAY
 BX1001'1, 1/2 MILE SOUTHWEST OF THE RED RIVER ON THE NORTH RIGHT-OF-WAY
 BX1001'OF THE TEXAS PACIFIC RAILWAY AT A SLIGHT CURVE IN THE TRACK,
 BX1001'AND AT THE EAST EDGE OF HEAD RIGHT SECTION 19 T4N, R2W.
 BX1001'
 BX1001'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE SMALL
 BX1001'COMMUNITY OF RAPIDES, (RAPIDES IS 5 MILES EAST-SOUTHEAST
 BX1001'ALONG STATE HIGHWAY 1 FROM BOYCE), JUST NORTH OF A GUN SHOP,
 BX1001'GO EASTERLY ON PAVED ROAD FOR 1.95 MILE TO BOARD GATE ON
 BX1001'THE RIGHT, TURN RIGHT AND FOLLOW FIELD ROAD TO RAILROAD
 BX1001'TRACK AND THE STATION ABOUT 250 FEET TO THE EAST.
 BX1001'
 BX1001'THE STATION AND REFERENCE MARKS ARE LOCATED AS DESCRIBED
 BX1001'IN 1935.  STATION MARK IS NORTHEAST OF SEMAPHORE NUMBER 201.8.
 BX1001'
 BX1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BX1001'EAST OF RAPIDES
 BX1001
 BX1001                          STATION RECOVERY (1970)
 BX1001
 BX1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RRG)
 BX1001'THE STATION MARK, STAMPED PECAN = B 67 1919, IS ABOUT 0.15
 BX1001'MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1001'BOYCE, THENCE 6.95 MILES EAST ALONG THE TEXAS AND PACIFIC
 BX1001'RAILWAY, OR ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET
 BX1001'FROM THE CITY HALL AT ALEXANDRIA, THENCE 7.55 MILES NORTHWEST
 BX1001'ALONG THE TEXAS AND PACIFIC RAILWAY, 7 POLES EAST OF MILEPOST
 BX1001'202, 115 YARDS EAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 BX1001'AND A PRIVATE ROAD, 56-1/2 FEET NORTH OF THE NORTH RAIL,
 BX1001'78 FEET NORTHEAST OF SEMAPHORE NUMBER 201.9, 8 FEET NORTH
 BX1001'OF A FENCE, 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 BX1001'8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 BX1001'A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 BX1001'OF THE GROUND.
 BX1001'
 BX1001'R.M. 1, STAMPED PECAN NO 1 1919, IS 23.75 FEET SOUTHEAST
 BX1001'OF THE STATION MARK, 7-1/3 POLES EAST OF MILEPOST 202, 50
 BX1001'FEET NORTH OF THE NORTH RAIL, 1-1/2 FEET NORTH OF A FENCE,
 BX1001'ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 BX1001'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 BX1001'SURFACE OF THE GROUND.
 BX1001'
 BX1001'R.M. 2, STAMPED R.M. 2 PECAN 1919, IS 60.62 FEET WEST OF THE
 BX1001'STATION MARK, 6-3/4 POLES EAST OF MILEPOST 202, 95 YARDS
 BX1001'EAST OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 49
 BX1001'1/2 FEET NORTH OF THE NORTH RAIL, 40 FEET NORTH OF A SEMAPHORE
 BX1001'SIGNAL, 1 FOOT NORTH OF A FENCE, 0.8 FOOT NORTH OF A METAL
 BX1001'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK,
 BX1001'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 BX1001'THE SURFACE OF THE GROUND.
 BX1001'
 BX1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.1 MILES
 BX1001'EAST
 BX1001
 BX1001                          STATION RECOVERY (1970)
 BX1001
 BX1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX1001'7.1 MI E FROM BOYCE.
 BX1001'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1001'BOYCE, THENCE 6.95 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY, 7
 BX1001'POLES EAST OF MILEPOST 202, 115 YARDS EAST OF THE CENTER OF A CROSSING
 BX1001'OF THE RAILROAD AND A PRIVATE ROAD, 56 1/2 FEET NORTH OF THE NORTH
 BX1001'RAIL, 78 FEET NORTHEAST OF SEMAPHORE NUMBER 201.9, 8 FEET NORTH OF A
 BX1001'FENCE, 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE
 BX1001'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX1001'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE-- THIS MARK
 BX1001'IS ALSO 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1001'ALEXANDRIA, THENCE 7.55 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1001'RAILWAY.
 BX1001
 BX1001                          STATION RECOVERY (1977)
 BX1001
 BX1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5204 ***********************************************************************
 BJ5204  DESIGNATION -  PECANIERE
 BJ5204  PID         -  BJ5204
 BJ5204  STATE/COUNTY-  LA/ST LANDRY
 BJ5204  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ5204
 BJ5204                         *CURRENT SURVEY CONTROL
 BJ5204  ___________________________________________________________________
 BJ5204* NAD 83(1992)-  30 29 05.20894(N)    091 56 26.84323(W)     ADJUSTED  
 BJ5204* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 BJ5204  ___________________________________________________________________
 BJ5204  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ5204  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ5204
 BJ5204  HORZ ORDER  -  FIRST
 BJ5204
 BJ5204.The horizontal coordinates were established by classical geodetic methods
 BJ5204.and adjusted by the National Geodetic Survey in January 1993..
 BJ5204
 BJ5204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5204
 BJ5204.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5204
 BJ5204.The geoid height was determined by GEOID03.
 BJ5204
 BJ5204;                    North         East     Units Scale Factor Converg.
 BJ5204;SPC LA S     -   220,158.708   941,678.286   MT  0.99996129   -0 18 13.4
 BJ5204;SPC LA S     -   722,304.03  3,089,489.51   sFT  0.99996129   -0 18 13.4
 BJ5204;UTM  15      - 3,372,981.666   601,661.024   MT  0.99972750   +0 32 14.6
 BJ5204
 BJ5204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5204!SPC LA S     -   1.00000314  x   0.99996129  =   0.99996443
 BJ5204!UTM  15      -   1.00000314  x   0.99972750  =   0.99973064
 BJ5204
 BJ5204:                Primary Azimuth Mark                     Grid Az
 BJ5204:SPC LA S     -  PECANIERE AZ MK                          121 06 03.3
 BJ5204:UTM  15      -  PECANIERE AZ MK                          120 15 35.3
 BJ5204
 BJ5204|---------------------------------------------------------------------|
 BJ5204| PID    Reference Object                     Distance      Geod. Az  |
 BJ5204|                                                           dddmmss.s |
 BJ5204| CW2172 PECANIERE AZ MK                                    1204749.9 |
 BJ5204| CW2173 PECANIERE AZ MK 2                                  1210045.7 |
 BJ5204| BJ5205 ARNAUDVILLE UN GAS KGU 48 MST       APPROX. 8.9 KM 1530044.7 |
 BJ5204| CW2174 PECANIERE RM 1                       48.158 METERS 15624     |
 BJ5204| BJ5206 ARNAUDVILLE N MUN TANK              APPROX. 8.9 KM 1741305.5 |
 BJ5204| BJ5207 ARNAUDVILLE S MUN TANK              APPROX.10.0 KM 1753006.3 |
 BJ5204| BJ5208 GL SINGLETON ESTATE TANK            APPROX.10.0 KM 1792150.6 |
 BJ5204| CW2175 PECANIERE RM 2                       32.355 METERS 21834     |
 BJ5204| BK2683 GRAND COTEAU HUM KKC 669 MST        APPROX.13.4 KM 2281842.3 |
 BJ5204| BK2682 GRAND COTEAU MUN TANK               APPROX.12.3 KM 2310604.6 |
 BJ5204| BJ5209 LEONVILLE MUN TANK                  APPROX. 3.9 KM 2513206.6 |
 BJ5204| BK2694 OPELOUSAS HUMBLE KKA 399 MAST       APPROX.16.3 KM 2735657.9 |
 BJ5204| BK2631 LEONVILLE GSU MAST                  APPROX. 6.8 KM 2914232.0 |
 BJ5204| BK2636 OPELOUSAS S CEN BELL KLK 85         APPROX.14.9 KM 2920343.5 |
 BJ5204| BK2632 OPELOUSAS IMM CON CH SPIRE          APPROX.14.8 KM 2960324.5 |
 BJ5204| BK2633 OPELOUSAS AM COMP TANK              APPROX.16.3 KM 3042920.7 |
 BJ5204| BJ5268 PORT BARRE CATH CH SPIRE            APPROX. 8.1 KM 3483725.5 |
 BJ5204|---------------------------------------------------------------------|
 BJ5204
 BJ5204                          SUPERSEDED SURVEY CONTROL
 BJ5204
 BJ5204  NAD 83(1986)-  30 29 05.22894(N)    091 56 26.83784(W) AD(       ) 1
 BJ5204  NAD 27      -  30 29 04.52549(N)    091 56 26.41867(W) AD(       ) 1
 BJ5204  NGVD 29 (07/19/86)    7.4    (m)           24.     (f) VERT ANG       
 BJ5204
 BJ5204.Superseded values are not recommended for survey control.
 BJ5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5204.See file dsdata.txt to determine how the superseded data were derived.
 BJ5204
 BJ5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0166172982(NAD 83)
 BJ5204_MARKER: DS = TRIANGULATION STATION DISK
 BJ5204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5204
 BJ5204  HISTORY     - Date     Condition        Report By
 BJ5204  HISTORY     - 1935     MONUMENTED       CGS
 BJ5204  HISTORY     - 1936     GOOD             LAGS
 BJ5204  HISTORY     - 1941     GOOD             CGS
 BJ5204  HISTORY     - 1957     GOOD             CGS
 BJ5204  HISTORY     - 1960     GOOD             CGS
 BJ5204  HISTORY     - 1969     GOOD             CGS
 BJ5204
 BJ5204                          STATION DESCRIPTION
 BJ5204
 BJ5204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5204'STATION IS ABOUT 9 MILES ESE OF OPELOUSAS, ABOUT 2-1/2 MILES
 BJ5204'NE OF LEONVILLE, IN THE VILLAGE OF PECANIERE, ABOUT 0.4 MILE
 BJ5204'SE OF THE PECANIERE POST OFFICE, ON NW SIDE OF A SMALL
 BJ5204'TRIANGULAR-SHAPED PASTURE LOT THAT BELONGS TO, AND IS JUST SE
 BJ5204'OF, THE PECANIERE SCHOOL, 138 FEET SE OF SE CORNER OF THE
 BJ5204'SCHOOLHOUSE, 17 FEET SE OF THE PANEL FENCE THAT SEPARATES THE
 BJ5204'SCHOOL PLAYGROUND ON NW FROM PASTURE LOT ON SE, 80 FEET NE OF
 BJ5204'CENTER LINE OF THE GRAVEL ROAD, 55 FEET NE OF THE SW PASTURE
 BJ5204'(RIGHT-OF-WAY) FENCE, AND 135 FEET W OF THE W RAIL OF THE
 BJ5204'MAIN TRACK OF THE GULF COAST (MISSOURI AND PACIFIC
 BJ5204'RAILROAD).  THE MARK IS FLUSH WITH THE SURFACE.
 BJ5204'
 BJ5204'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BJ5204'BRONZE DISKS SET IN CONCRETE,
 BJ5204'
 BJ5204'REFERENCE MARK NO. 1 IS ON P. MORAUS FARM, 25 FEET SW OF CENTER
 BJ5204'LINE OF THE ROAD, ON RIGHT-OF-WAY FENCE LINE, AND 122 FEET
 BJ5204'NW OF THE RAILROAD CROSSING STOP SIGN.  IT PROJECTS 5 INCHES.
 BJ5204'
 BJ5204'REFERENCE MARK NO. 2 IS ON P. MORAUS FARM, 25 FEET SW OF CENTER
 BJ5204'LINE OF THE ROAD, 55 FEET SE OF NE CORNER POST OF MR. MORAUS
 BJ5204'FRONT YARD, ON RIGHT-OF-WAY FENCE LINE, 170 FEET S OF SE CORNER
 BJ5204'OF THE SCHOOLHOUSE, AND 143.35 FEET NW OF REFERENCE MARK
 BJ5204'NO. 1.  IT PROJECTS 4 INCHES.
 BJ5204'
 BJ5204'AZIMUTH MARK IS ABOUT 72 FEET ESE OF NE CORNER OF M. BADEAUXS
 BJ5204'HOUSE, 16 FEET SW OF CENTER LINE OF THE DIRT ROAD, 1 FOOT NE
 BJ5204'OF THE RIGHT-OF-WAY FENCE.  IT PROJECTS 7 INCHES.
 BJ5204'
 BJ5204'TO REACH THE STATION FROM THE POST OFFICE IN LEONVILLE, GO E
 BJ5204'AND SE ON STATE HIGHWAY 25, 2.2 MILES TO A GRAVEL T-ROAD
 BJ5204'LEADING N AT FILLING STATION.  THENCE N ON GRAVEL ROAD 1.45
 BJ5204'MILES TO THE PECANIERE POST OFFICE.  THENCE SE 0.4 MILE TO THE
 BJ5204'PECANIERE SCHOOL AND STATION ON NE SIDE OF ROAD.
 BJ5204'
 BJ5204'A 126-FOOT SIGNAL AT ST. MARY COMES INTO VIEW AT 65 FEET.
 BJ5204'
 BJ5204'A 136-FOOT SIGNAL AT SAWYER COMES INTO VIEW AT 90 FEET.
 BJ5204'
 BJ5204'A 126-FOOT SIGNAL AT KROTZ COMES INTO VIEW AT 90 FEET.
 BJ5204'
 BJ5204'A 126-FOOT SIGNAL AT ARNAUD COMES INTO VIEW AT 50 FEET.
 BJ5204'
 BJ5204'A 126-FOOT SIGNAL AT ROY COMES INTO VIEW AT 70 FEET.
 BJ5204'
 BJ5204'A 126-FOOT SIGNAL AT SCHELL COMES INTO VIEW AT 70 FEET.
 BJ5204'
 BJ5204'HEIGHT OF LIGHT ABOVE STATION MARK - 136 FEET.
 BJ5204
 BJ5204                          STATION RECOVERY (1936)
 BJ5204
 BJ5204'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ5204'THE ORIGINAL DESCRIPTION OF THIS STATION IS GOOD, NO CHANGE
 BJ5204'NECESSARY.
 BJ5204
 BJ5204                          STATION RECOVERY (1941)
 BJ5204
 BJ5204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BJ5204'STATION WAS VISITED BY A LIGHTKEEPER AND ALL MARKS FOUND
 BJ5204'TO BE IN GOOD CONDITION AS DESCRIBED.
 BJ5204
 BJ5204                          STATION RECOVERY (1957)
 BJ5204
 BJ5204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5204'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 BJ5204'WERE RECOVERED IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS
 BJ5204'WERE VERIFIED AS CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 BJ5204'AND COMPLETE WITH FOLLOWING ADDITIONS--
 BJ5204'
 BJ5204'STATION MARK IS STAMPED, PECANIERE 1935.
 BJ5204'
 BJ5204'REFERENCE MARK 1 IS STAMPED, PECANIERE NO 1 1935.
 BJ5204'
 BJ5204'REFERENCE MARK 2 IS STAMPED, PECANIERE NO 2 1935.
 BJ5204'
 BJ5204'AZIMUTH MARK (A STANDARD REFERENCE MARK DISK) IS STAMPED,
 BJ5204'PECANIERE 1935 AZIMUTH.
 BJ5204
 BJ5204                          STATION RECOVERY (1960)
 BJ5204
 BJ5204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5204'THE STATION WAS VISITED 11-20-59 AND THE STATION MARK, AZIMUTH
 BJ5204'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 BJ5204'CONDITION.
 BJ5204'
 BJ5204'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF LEONVILLE,
 BJ5204'9 MILES EAST-SOUTHEAST OF OPELOUSAS, AT THE GROUND OF THE
 BJ5204'ABANDONDED PECANIERE SCHOOL, 138 FEET SOUTHEAST OF THE SOUTHEAST
 BJ5204'CORNER OF THE OLD PECANIERE SCHOOL BUILDING, 135 FEET WEST
 BJ5204'OF THE WEST RAIL OF THE RAILROAD TRACK, 80 FEET NORTHEAST OF
 BJ5204'THE CENTER OF THE GRAVELED ROAD, 55 FEET NORTHEAST OF THE
 BJ5204'SOUTHWEST CORNER OF A PASTURE FENCE, 17 FEET EAST OF THE FENCE
 BJ5204'SEPARATING THE SCHOOL GROUNDS FROM THE PASTURE, 22 FEET EAST
 BJ5204'OF A 3-FOOT OAK TREE, 76 FEET SOUTHWEST OF A TELEPHONE POLE,
 BJ5204'36 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF
 BJ5204'THE SCHOOL BUILDING AND 1 FOOT NORTH OF A METAL WITNESS
 BJ5204'POST.  IT IS A STANDARD DISK, STAMPED PECANIERE 1935,
 BJ5204'FLUSH WITH THE GROUND.
 BJ5204'
 BJ5204'REFERENCE MARK NO. 1 IS 157.90 FEET SOUTH-SOUTHEAST OF THE
 BJ5204'STATION, 23 FEET SOUTHWEST OF THE CENTEROF THE GRAVELED
 BJ5204'ROAD, 1.5 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE, 175 FEET
 BJ5204'NORTHWEST OF THE WEST RAIL OF THE TRACKS AT A ROAD CROSSING.
 BJ5204'IT IS A STANDARD DISK, STAMPED PECANIERE NO 1 1935, PROJECTING
 BJ5204'4 INCHES.
 BJ5204'
 BJ5204'REFERENCE MARK NO. 2 IS 106.17 FEET SOUTHWEST OF THE STATION,
 BJ5204'170 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 BJ5204'23 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 1.5 FEET SOUTHWEST
 BJ5204'OF THE FENCE LINE, 56 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 BJ5204'A FARMYARD OF A SMALL HOUSE WITH WHITE SIDING, ACROSS THE
 BJ5204'ROAD FROM THE BOARD GATE TO THE SCHOOL HOUSE, AND 58 FEET
 BJ5204'SOUTHEAST OF A PINE TREE IN A FENCE CORNER.  IT IS A STANDARD
 BJ5204'DISK, STAMPED PECANIERE NO 2 1935, FLUSH WITH THE GROUND.
 BJ5204'
 BJ5204'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 143.25
 BJ5204'FEET.
 BJ5204'
 BJ5204'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 16
 BJ5204'FEET SOUTH OF THE CENTER OF THE ROAD, 38 FEET WEST-SOUTHWEST OF
 BJ5204'A POWER POLE NORTHEAST OF THE ROAD, 29 FEET SOUTHEAST OF THE EAST
 BJ5204'END OF A WOODEN GATE, 1 FOOT NORTHEAST OF A FENCE LINE,
 BJ5204'108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE TIN
 BJ5204'BARN WITH A HIP ROOF, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 BJ5204'POST.  IT IS A STANDARD DISK, STAMPED PECANIERE AZIMUTH 1935,
 BJ5204'PROJECTING 6 INCHES.
 BJ5204'
 BJ5204'TO REACH THE STATION FROM THE HIGH SCHOOL IN LEONVILLE, GO
 BJ5204'EAST AND SOUTHEAST ON STATE HIGHWAY 31 FOR 1.7 MILES TO THE
 BJ5204'JUNCTION WITH STATE HIGHWAY 741, AND THE DUPUIS GENERAL STORE
 BJ5204'ON THE RIGHT AND THE SILVER SLIPPER HONKY TONK ON THE LEFT,
 BJ5204'TURN LEFT AND GO NORTH ON STATE HIGHWAY 741 FOR 1.45 MILES TO
 BJ5204'A CROSSROAD AT PECANIERE, TURN RIGHT AN GO EAST FOR 0.45
 BJ5204'MILE TO THE RAILROAD TRACK AND STATION IN THE NORTHWEST ANGLE
 BJ5204'OF THE ROAD CROSSING.
 BJ5204'
 BJ5204'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS
 BJ5204'THE TRACK ON GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE
 BJ5204'RIGHT.
 BJ5204
 BJ5204                          STATION RECOVERY (1969)
 BJ5204
 BJ5204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5204'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 BJ5204'GOOD CONDITION.  ONE SIDE OF REFERENCE MARK 1 IS NEAR THE EDGE OF
 BJ5204'THE ROAD BANK BUT IS STILL SOLID.  A DIFFERENCE OF .10 FOOT BETWEEN
 BJ5204'THE REFERENCE MARKS, .10 FOOT BETWEEN THE STATION MARK AND
 BJ5204'REFERENCE MARK 1 AND 1 MINUTE 34 SECONDS ON THE ANGLE BETWEEN THE
 BJ5204'REFERENCE MARKS WERE ALL GREATER THAN THE PREVIOUS DATA.  THE
 BJ5204'AZIMUTH MARK HAD BEEN DESTROYED AND THE DISK WAS REMOVED FROM THE
 BJ5204'CONCRETE POST AND A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS
 BJ5204'PARTY.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 BJ5204'
 BJ5204'THE STATION IS 9 MILES EAST-SOUTHEAST OF OPELOUSAS, 2-1/2 MILES
 BJ5204'NORTHEAST OF LEONVILLE AND NEAR THE ABANDONED (RED BRICK) PECANIERE
 BJ5204'SCHOOL WHICH IS OWNED BY JUDGE JOE LA HAYE AND IS BEING REMODELED
 BJ5204'FOR A DWELLING.
 BJ5204'
 BJ5204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 347
 BJ5204'AT THE NORTH END OF A BRIDGE OVER A CANAL IN LEONVILLE, GO EAST AND
 BJ5204'SOUTHEAST ON HIGHWAY 31 FOR 2.0 MILES TO JUNCTION WITH STATE
 BJ5204'HIGHWAY 741 ON THE LEFT.  TURN LEFT AND GO NORTH ON HIGHWAY 741
 BJ5204'FOR 1.55 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED
 BJ5204'ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT, ABOUT 150 FEET BEFORE
 BJ5204'REACHING RAILROAD TRACKS.
 BJ5204'
 BJ5204'THE STATION MARK IS A STANDARD DISK STAMPED PECANIERE 1935, SET IN
 BJ5204'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 BJ5204'SURFACE OF THE GROUND.  IT IS 136 FEET EAST-SOUTHEAST OF THE
 BJ5204'SOUTHEAST CORNER OF THE RED BRICK DWELLING TO BE, 78 FEET NORTHEAST
 BJ5204'OF THE CENTER OF THE PAVED ROAD, 20 FEET EAST-SOUTHEAST OF A
 BJ5204'30-INCH OAK TREE, 14 FEET NORTHWEST OF A 6-INCH PECAN TREE AND
 BJ5204'1.8 FEET NORTH OF A METAL WITNESS POST.
 BJ5204'
 BJ5204'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PECANIERE NO 1 1935, SET
 BJ5204'IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 BJ5204'ABOVE THE SURFACE OF THE GROUND.  IT IS 64.5 FEET WEST OF A POWER
 BJ5204'POLE WITH TRANSFORMER, 24 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 BJ5204'THE PAVED ROAD, 2 FEET NORTH-NORTHEAST OF A FENCE AND 1.5 FEET
 BJ5204'NORTH OF A METAL WITNESS POST.
 BJ5204'
 BJ5204'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PECANIERE NO 2 1935, SET
 BJ5204'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 BJ5204'ABOVE THE SURFACE OF THE GROUND.  IT IS 58 FEET EAST-SOUTHEAST OF
 BJ5204'A 20-INCH PINE TREE, 25 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 BJ5204'PAVED ROAD, 3 FEET NORTH-NORTHEAST OF THE FENCE AND 1.5 FEET EAST
 BJ5204'OF A METAL WITNESS POST.
 BJ5204'
 BJ5204'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PECANIERE 1969, SET IN
 BJ5204'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ5204'INCHES ABOVE THE SURFACE OF THE GROUND.
 BJ5204'
 BJ5204'THE AZIMUTH MARK IS 29 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD,
 BJ5204'25 FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD, 2.5 FEET WEST OF
 BJ5204'A METAL WITNESS POST AND 1.5 FEET SOUTH-SOUTHEAST OF A CORNER FENCE
 BJ5204'POST.
 BJ5204'
 BJ5204'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 BJ5204'PAVED ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON
 BJ5204'THE LEFT.
 BJ5204'
 BJ5204'HEIGHT OF LIGHT ABOVE STATION MARK 99.28 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0798 ***********************************************************************
 AV0798  DESIGNATION -  PECONI
 AV0798  PID         -  AV0798
 AV0798  STATE/COUNTY-  LA/CAMERON
 AV0798  USGS QUAD   -  SWEET LAKE (1982)
 AV0798
 AV0798                         *CURRENT SURVEY CONTROL
 AV0798  ___________________________________________________________________
 AV0798* NAD 83(1992)-  29 55 35.41122(N)    093 14 20.13429(W)     ADJUSTED  
 AV0798* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0798  **This station is located in a subsidence area (see below).
 AV0798  ___________________________________________________________________
 AV0798  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AV0798  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AV0798
 AV0798  HORZ ORDER  -  SECOND
 AV0798
 AV0798.The horizontal coordinates were established by classical geodetic methods
 AV0798.and adjusted by the National Geodetic Survey in January 1993..
 AV0798
 AV0798 ** The orthometric height has not been validated since last determined
 AV0798 ** by differential leveling and should not be used for control purposes.
 AV0798 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0798 ** area with valid NAVD 88 orthometric heights.
 AV0798 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0798 ** epoch indicated which incorporates improved geoid heights for the
 AV0798 ** Southern Louisiana Subsidence area.
 AV0798 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0798.The orthometric height was scaled from a topographic map.
 AV0798
 AV0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0798
 AV0798.The geoid height was determined by GEOID03.
 AV0798
 AV0798;                    North         East     Units Scale Factor Converg.
 AV0798;SPC LA S     -   159,649.542   816,023.089   MT  0.99992658   -0 57 10.2
 AV0798;SPC LA S     -   523,783.54  2,677,235.75   sFT  0.99992658   -0 57 10.2
 AV0798;UTM  15      - 3,310,665.336   476,939.126   MT  0.99960656   -0 07 09.1
 AV0798
 AV0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0798!SPC LA S     -   1.00000408  x   0.99992658  =   0.99993066
 AV0798!UTM  15      -   1.00000408  x   0.99960656  =   0.99961063
 AV0798
 AV0798|---------------------------------------------------------------------|
 AV0798| PID    Reference Object                     Distance      Geod. Az  |
 AV0798|                                                           dddmmss.s |
 AV0798| CV9266 PECONI RM 2                          16.009 METERS 08527     |
 AV0798| AV0807 EAST                                APPROX. 7.4 KM 3363354.9 |
 AV0798| CV9265 PECONI RM 1                          21.065 METERS 35308     |
 AV0798|---------------------------------------------------------------------|
 AV0798
 AV0798                          SUPERSEDED SURVEY CONTROL
 AV0798
 AV0798  NAD 83(1986)-  29 55 35.43726(N)    093 14 20.12058(W) AD(       ) 2
 AV0798  NAD 27      -  29 55 34.66000(N)    093 14 19.57100(W) AD(       ) 2
 AV0798
 AV0798.Superseded values are not recommended for survey control.
 AV0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0798.See file dsdata.txt to determine how the superseded data were derived.
 AV0798
 AV0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7693910665(NAD 83)
 AV0798_MARKER: DS = TRIANGULATION STATION DISK
 AV0798_SETTING: 0 = UNSPECIFIED SETTING
 AV0798
 AV0798  HISTORY     - Date     Condition        Report By
 AV0798  HISTORY     - 1933     MONUMENTED       CGS
 AV0798  HISTORY     - 1963     MARK NOT FOUND   CGS
 AV0798
 AV0798                          STATION DESCRIPTION
 AV0798
 AV0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0798'STATION LOCATED ON THE N SIDE OF PECONI BAYOU WHICH
 AV0798'EMPTIES INTO THE E SIDE OF CALCASIEU LAKE.  ABOUT 50 METERS
 AV0798'(ESTIMATED) FROM THE MOUTH OF THIS BAYOU AND 22 METERS BACK
 AV0798'FROM THE N BANK OF THIS BAYOU ON A SMALL DITCH OR CANAL EMPTYING
 AV0798'INTO THE BAYOU.  ABOUT 2 FEET ABOVE WATER LEVEL.  STATION IS
 AV0798'ON SOLID GROUND OR SPOIL BANK THROWN UP IN DIGGING CANAL.
 AV0798'IT IS CLOSE BY A TRAPPERS CAMP.  THE LOCALITY OF THE STATION
 AV0798'WAS A SMALL SETTLEMENT OF TRAPPERS LIVING IN THEIR SHACKS
 AV0798'AND HOUSE BOATS AT THE TIME THE STATION WAS ESTABLISHED.
 AV0798'
 AV0798'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0798'IN CONCRETE CYLINDERS.
 AV0798'
 AV0798'THE NAME PECONI BAYOU IS NOT CERTAIN BUT IT IS LOCALLY KNOWN
 AV0798'AS SUCH.  THE NEXT BAYOU S IS MANGRO BAYOU AND S OF THE GRAND
 AV0798'BAYOU.  THE NEXT OPENING N OF PECONI BAYOU IS THE CHALKLEY
 AV0798'CANAL.
 AV0798'
 AV0798'STATION CAN BE REACHED BY BOAT ONLY.  IT IS 8 MILES (STATUTE)
 AV0798'FROM THE VILLAGE OF GRAND LAKE FROM THE CALCASIEU RIVER AT
 AV0798'THE S SIDE OF CALCASIEU LAKE.
 AV0798'
 AV0798'THIS STATION WILL SEE STATION LAKE BY PROVIDING FOR EARTHS
 AV0798'CURVATURE, AND CUTTING A LITTLE MARSH GRASS.
 AV0798'
 AV0798'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 AV0798
 AV0798                          STATION RECOVERY (1963)
 AV0798
 AV0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0798'STATION NOT RECOVERED.  A NEW SPOIL BANK HAS BEEN BUILT
 AV0798'IN THE AREA AND THE DESCRIPTION IS NOT ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2943 ***********************************************************************
 CP2943  DESIGNATION -  PEEK
 CP2943  PID         -  CP2943
 CP2943  STATE/COUNTY-  LA/TENSAS
 CP2943  USGS QUAD   -  NEWELLTON (1994)
 CP2943
 CP2943                         *CURRENT SURVEY CONTROL
 CP2943  ___________________________________________________________________
 CP2943* NAD 83(1992)-  32 00 28.42062(N)    091 10 16.66967(W)     ADJUSTED  
 CP2943* NAVD 88     -        23.88   (+/-2cm)      78.3    (feet)  VERTCON   
 CP2943  ___________________________________________________________________
 CP2943  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CP2943  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2943
 CP2943  HORZ ORDER  -  FIRST
 CP2943  VERT ORDER  -  THIRD ? (See Below)
 CP2943
 CP2943.The horizontal coordinates were established by classical geodetic methods
 CP2943.and adjusted by the National Geodetic Survey in May 1994..
 CP2943
 CP2943.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2943.The vertical order pertains to the NGVD 29 superseded value.
 CP2943
 CP2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2943
 CP2943.The geoid height was determined by GEOID03.
 CP2943
 CP2943;                    North         East     Units Scale Factor Converg.
 CP2943;SPC LA N     -   167,957.306 1,125,528.856   MT  0.99991597   +0 42 08.9
 CP2943;SPC LA N     -   551,039.93  3,692,672.59   sFT  0.99991597   +0 42 08.9
 CP2943;SPC MS W     -   278,331.547   620,827.666   MT  1.00002727   -0 26 39.0
 CP2943;SPC MS W     -   913,159.42  2,036,832.10   sFT  1.00002727   -0 26 39.0
 CP2943;UTM  15      - 3,542,772.094   672,728.906   MT  0.99996795   +0 58 10.3
 CP2943
 CP2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2943!SPC LA N     -   1.00000038  x   0.99991597  =   0.99991635
 CP2943!SPC MS W     -   1.00000038  x   1.00002727  =   1.00002765
 CP2943!UTM  15      -   1.00000038  x   0.99996795  =   0.99996833
 CP2943
 CP2943:                Primary Azimuth Mark                     Grid Az
 CP2943:SPC LA N     -  PEEK AZ MK                               160 55 17.3
 CP2943:SPC MS W     -  PEEK AZ MK                               162 04 05.2
 CP2943:UTM  15      -  PEEK AZ MK                               160 39 15.9
 CP2943
 CP2943|---------------------------------------------------------------------|
 CP2943| PID    Reference Object                     Distance      Geod. Az  |
 CP2943|                                                           dddmmss.s |
 CP2943| CY4410 PEEK AZ MK                                         1613726.2 |
 CP2943| CP1585 PEEK RM 2                             9.618 METERS 25553     |
 CP2943| CP1720 PEEK RM 4                             9.601 METERS 25555     |
 CP2943| CP2946 NEWELLTON ELEVATOR TANK             APPROX.10.0 KM 3142144.5 |
 CP2943| CP2945 NEWELLTON MUNICIPAL TANK            APPROX. 9.9 KM 3162602.7 |
 CP2943| CY4411 PEEK RM 1                           124.370 METERS 34423     |
 CP2943| CP1718 PEEK RM 3                            30.946 METERS 35534     |
 CP2943|---------------------------------------------------------------------|
 CP2943
 CP2943                          SUPERSEDED SURVEY CONTROL
 CP2943
 CP2943  NAD 83(1992)-  32 00 28.43093(N)    091 10 16.66740(W) AD(       ) 1
 CP2943  NAD 83(1986)-  32 00 28.43276(N)    091 10 16.66648(W) AD(       ) 1
 CP2943  NAD 27      -  32 00 27.86869(N)    091 10 16.26858(W) AD(       ) 1
 CP2943  NGVD 29 (07/19/86)   23.90   (m)           78.4    (f) LEVELING    3  
 CP2943
 CP2943.Superseded values are not recommended for survey control.
 CP2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2943.See file dsdata.txt to determine how the superseded data were derived.
 CP2943
 CP2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7272942772(NAD 83)
 CP2943_MARKER: DS = TRIANGULATION STATION DISK
 CP2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2943
 CP2943  HISTORY     - Date     Condition        Report By
 CP2943  HISTORY     - 1929     MONUMENTED       CGS
 CP2943  HISTORY     - 1935     GOOD             CGS
 CP2943  HISTORY     - 1971     SEE DESCRIPTION  NGS
 CP2943  HISTORY     - 1974     GOOD             NGS
 CP2943  HISTORY     - 1974     GOOD             NGS
 CP2943
 CP2943                          STATION DESCRIPTION
 CP2943
 CP2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2943'ABOUT 7 MILES S OF NEWELTON, 3/4 MILE S OF J.S. PEEKS STORE,
 CP2943'ON THE LEVEE BANQUETTE, AND 122 METERS (400 FEET) S OF ANGLE
 CP2943'IN LEVEE WHERE IT BENDS ABRUPTLY TO WESTWARD.  THIS BEND
 CP2943'IS ABOUT 1/2 MILE NW OF POINT WHERE LEVEE BROKE IN 1927.
 CP2943'
 CP2943'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2943'DISKS SET IN CONCRETE.
 CP2943'
 CP2943'REFERENCE MARK NO. 1 IS ON LEVEE BANQUETTE AT BEND REFERRED
 CP2943'TO ABOVE, AND 124.37 METERS (408.0 FEET) FROM STATION IN
 CP2943'AZIMUTH 164 DEG 23 MIN 14 SEC.
 CP2943'
 CP2943'REFERENCE MARK NO. 2 IS ON CREST OF LEVEE, 9.90 METERS (32 FEET)
 CP2943'FROM STATION IN AZIMUTH 75 DEG 53 MIN.
 CP2943'
 CP2943'A P.B.M. IS ABOUT 3/4 MILE FROM STATION IN AZIMUTH 281 DEG
 CP2943'57 MIN 48 SEC.
 CP2943'
 CP2943'TRAVERSE MARK, C.P. 148 (U.S.E.) IS 16.65 METERS (54.6 FEET)
 CP2943'SW OF REFERENCE MARK NO. 1, AND IN AZIMUTH 157 DEG 28 MIN
 CP2943'57 SEC FROM STATION.
 CP2943
 CP2943                          STATION RECOVERY (1935)
 CP2943
 CP2943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2943'STATION AND 2 REFERENCE MARKS RECOVERED AS DESCRIBED.  BOTH
 CP2943'REFERENCE MARKS IN GOOD CONDITION.
 CP2943'
 CP2943'TOP OF STATION MARK BROKEN OFF AND DISK GONE.  STATION IS IN
 CP2943'E WHEEL TRACK OF ROAD ON BANQUETTE.  REMAINING CONCRETE FLUSH
 CP2943'WITH GROUND.
 CP2943'
 CP2943'REFERENCE MARK NO. 2 IS 25 FEET E OF CREST OF LEVEE.
 CP2943'
 CP2943'TRAVERSE STATION CP 148 FOUND LYING ON GROUND IN APPROXIMATE
 CP2943'POSITION.
 CP2943'
 CP2943'A P.B.M. RECOVERED AS DESCRIBED.  THIS P.B.M. IS ON A SMALL
 CP2943'RETAINING MOUND ON SIDE OF LEVEE ABOUT 100 FEET E OF PLACE
 CP2943'WHERE ROAD FROM PEEKS STORE RUNS INTO LEVEE.  P.B.M. CONSISTS
 CP2943'OF A THREE-INCH IRON PIPE FILLED WITH CONCRETE AND A NAIL IN
 CP2943'CENTER OF TOP, PROJECTING TWO FEET ABOVE GROUND.  THIS IS
 CP2943'THE ONLY MARK IN THE VICINITY.
 CP2943
 CP2943                          STATION RECOVERY (1971)
 CP2943
 CP2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2943'TENSION 5 KGS. ON ALL MEASUREMENTS.
 CP2943'
 CP2943'THE STATION SITE WAS VISITED, SURFACE STATION MARK WAS FOUND
 CP2943'TILTED AND THE DISK GONE.  REFERENCE MARK NUMBER 1 WAS FOUND
 CP2943'PARTLY OUT OF THE GROUND.  THIS MARK WAS DESTROYED.  REFERENCE
 CP2943'MARK NUMBER 2 WAS FOUND WITH PART OF THE TOP OF THE MONUMENT
 CP2943'BROKEN OFF AND THE DISK DEEPLY SCRATCHED.  THE MONUMENT BEING
 CP2943'FIRM IN THE GROUND IT WAS LEFT AS IS.  THE P.B.M. DESCRIBED IN
 CP2943'THE 1935 DESCRIPTION WAS NOT FOUND.
 CP2943'
 CP2943'A NEW SURFACE STATION MARK, REFERENCE MARK NUMBER 3 AND AN AZIMUTH
 CP2943'MARK WERE ESTABLISHED.
 CP2943'
 CP2943'A DISTANCE CHECK WAS MADE TO REFERENCE MARK NUMBER 2 AND A
 CP2943'DIFFERENCE OF 0.282 METERS WAS FOUND.  AN ADEQUATE DIRECTION CHECK
 CP2943'COULD NOT BE MADE AT THIS TIME.
 CP2943'
 CP2943'A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT
 CP2943'7 MILES NORTHEAST OF ST. JOSEPH 6 MILES SOUTHEAST OF NEWELLTON,
 CP2943'1-1/2 MILES NORTH OF THE NORTH BANK OF THE MISSISSIPPI RIVER AND
 CP2943'ON LEVEE BANQUETTE ABOUT 400 FEET SOUTH OF WHERE LEVEE MAKES A
 CP2943'SHARP BEND TO THE WEST.  IT IS IN THE NORTHEAST 1/4 OF SECTION
 CP2943'22, T 12 N, R 14 E AND ON LAND OF THE FIFTH LOUISIANA LEVEE
 CP2943'DISTRICT THAT IS LEASED BY THE WINTER QUARTERS HUNTING AND
 CP2943'FISHING CLUB INC.  THE MANAGER OF THE CLUB IS MR. JAMES
 CP2943'GEORGE ROUTE 1 BOX 85, ST. JOSEPH, LOUISIANA 71366.
 CP2943'
 CP2943'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 4 AND
 CP2943'605, ONE BLOCK NORTH OF THE POST OFFICE IN NEWELLTON.  GO
 CP2943'SOUTHEASTERLY ON STATE HIGHWAY 605 FOR 2.7 MILES TO ROAD FORKS
 CP2943'AND JUNCTION WITH STATE HIGHWAY 608, TAKE THE LEFT FORK STATE
 CP2943'HIGHWAY 608 AND CONTINUE SOUTHEASTERLY FOR 1.1 MILES TO A SIDE
 CP2943'ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST ON SURFACED ROAD FOR 1.5
 CP2943'MILES TO A T-INTERSECTION.  TURN LEFT AND GO SOUTHEASTERLY ON A
 CP2943'SURFACED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT ABOUT 0.1 MILE
 CP2943'AFTER CROSSING A CONCRETE BRIDGE, TURN LEFT TO A LOCKED
 CP2943'GATE.  PASS THROUGH GATE AND CONTINUE 0.05 MILE TO THE
 CP2943'TOP OF LEVEE, AT TOP OF LEVEE GO NORTHEAST AND EAST
 CP2943'FOLLOWING ROAD ON TOP OF LEVEE FOR 1.4 MILES TO POINT WHERE LEVEE
 CP2943'TURNS RIGHT AND GO SOUTHEASTERLY FOR 0.05 MILE TO THE STATION ON
 CP2943'THE LEFT ON THE BANQUETTE OF THE LEVEE, AS DESCRIBED.  CONTINUE
 CP2943'SOUTHEAST ON LEVEE ROAD FOR 0.35 MILE TO POINT WHERE LEVEE
 CP2943'TURNS LEFT AND THE AZIMUTH MARK ON THE LEFT, AS
 CP2943'DESCRIBED.
 CP2943'
 CP2943'THE SURFACE STATION DISK IS A STANDARD STATION MARK DISK
 CP2943'STAMPED PEEK 1929 1971.  THE SURFACE DISK IS SET IN THE TOP OF A
 CP2943'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND
 CP2943'SURFACE.  IT IS 92 FEET WEST OF FENCELINE, 82 FEET NORTHEAST OF
 CP2943'THE APPROXIMATE CENTER OF LEVEE ROAD AND 5.5 FEET WEST OF METAL
 CP2943'WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND DISK IS A
 CP2943'STANDARD REFERENCE MARK DISK STAMPED PEEK 1929 THE DISK IS SET
 CP2943'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 37 INCHES BELOW
 CP2943'THE GROUND SURFACE.
 CP2943'
 CP2943'REFERENCE MARK 2, A STANDARD DISK STAMPED PEEK NO 2 1929, IS SET
 CP2943'IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 3
 CP2943'INCHES ABOVE THE GROUND SURFACE.  IT IS 124 FEET WEST OF
 CP2943'FENCELINE, 51 FEET NORTHEAST OF THE APPROXIMATE CENTER OF LEVEE
 CP2943'ROAD AND 1.4 FEET NORTH OF METAL WITNESS POST WITH SIGN ATTACHED.
 CP2943'THE MARK IS 5.78 FEET HIGHER THAN STATION.
 CP2943'
 CP2943'REFERENCE MARK 3, A STANDARD DISK STAMPED PEEK 1929 NO 3 1971, IS
 CP2943'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2943'FLUSH WITH GROUND SURFACE.  IT IS 104 FEET NORTHEAST OF THE
 CP2943'APPROXIMATE CENTER OF LEVEE ROAD, 67 FEET WEST OF FENCELINE AND 2
 CP2943'FEET SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK
 CP2943'APPROXIMATE SAME LEVEL AS STATION.
 CP2943'
 CP2943'THE AZIMUTH MARK, A STANDARD DISK STAMPED PEEK 1929 1971, IS SET
 CP2943'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CP2943'WITH GROUND SURFACE.  IT IS 15.5 FEET NORTH OF THE APPROXIMATE
 CP2943'CENTER OF LEVEE ROAD AND 1.6 FEET WEST OF METAL WITNESS POST WITH
 CP2943'SIGN ATTACHED.  THE MARK IS ON TOP OF LEVEE, APPROXIMATE 20 FEET
 CP2943'HIGHER THAN STATION.
 CP2943'
 CP2943'HEIGHT OF LIGHT ABOVE STATION MARK 113.3 FEET.
 CP2943'
 CP2943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2943'ABOUT 6 MILES SOUTHEAST OF NEWELLTON.
 CP2943
 CP2943                          STATION RECOVERY (1974)
 CP2943
 CP2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PHA)
 CP2943'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH
 CP2943'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CP2943'
 CP2943'TO REACH THE STATION FROM THE DAVIDSON HIGH SCHOOL IN ST.
 CP2943'JOSEPH GO ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY
 CP2943'128 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 605.
 CP2943'THENCE ABOUT 1.40 MILES NORTHEAST ALONG LOUISIANA HIGHWAY
 CP2943'605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605 AND 604.
 CP2943'THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY
 CP2943'604 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.
 CP2943'THENCE ABOUT 4.70 MILES NORTH ALONG LOUISIANA HIGHWAY 604
 CP2943'TO THE ENTRANCE OF THE WINTER QUARTERS HUNTING CLUB.  THENCE
 CP2943'ABOUT 0.10 MILE NORTHEAST TO THE TOP OF THE MISSISSIPPI
 CP2943'RIVER LEVEE.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG THE
 CP2943'MISSISSIPPI RIVER LEVEE.  THE STATION IS SET ON THE LEFT
 CP2943'AND EAST OF THE LEVEE.
 CP2943'
 CP2943'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST
 CP2943'ALONG THE LEVEE FOR 0.30 MILE TO THE AZIMUTH MARK ON THE
 CP2943'LEFT.
 CP2943'
 CP2943'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2943'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2943'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS STAMPED
 CP2943'PEEK 1929 1971.  IT IS 82.0 FEET EAST OF THE APPROXIMATE
 CP2943'CENTER OF THE MISSISSIPPI RIVER LEVEE, 91.6 FEET WEST OF A
 CP2943'6-STRAND BARBED WIRE FENCE, AND 1.2 FEET WEST OF A METAL
 CP2943'WITNESS POST AND SIGN.
 CP2943'
 CP2943'REFERENCE MARK 3 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2943'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2943'THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED PEEK 1929 NO
 CP2943'3 1971.  IT IS 105.0 FEET EAST OF THE APPROXIMATE CENTER OF
 CP2943'THE MISSISSIPPI RIVER LEVEE, 67.0 FEET WEST OF A 6-STRAND
 CP2943'BARBED WIRE FENCE, AND 1.3 FEET SOUTH OF A METAL WITNESS
 CP2943'POST AND SIGN.
 CP2943'
 CP2943'REFERENCE MARK 4 IS A STANDARD NATIONAL GEODETIC SURVEY
 CP2943'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2943'THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED PEEK 1929 NO
 CP2943'4 1974.  IT IS 50.0 FEET EAST OF THE APPROXIMATE CENTER OF
 CP2943'THE MISSISSIPPI RIVER LEVEE, 123.2 FEET WEST OF A 6-STRAND
 CP2943'BARBED WIRE FENCE, AND 1.0 FOOT WEST OF A METAL WITNESS POST
 CP2943'AND SIGN.
 CP2943'
 CP2943'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2943'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2943'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CP2943'STAMPED PEEK 1929 1971.  IT IS 16.0 FEET NORTHEAST OF THE
 CP2943'APPROXIMATE CENTER OF THE MISSISSIPPI RIVER LEVEE ROAD, 110.0
 CP2943'FEET NORTHEAST OF THE APPROXIMATE POINT OF INTERSECTION OF
 CP2943'A CURVE IN THE LEVEE ROAD, AND 1.0 FOOT SOUTHWEST OF A METAL
 CP2943'WITNESS POST AND SIGN.
 CP2943'
 CP2943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.20 MILES
 CP2943'NORTHEAST OF ST. JOSEPH
 CP2943
 CP2943                          STATION RECOVERY (1974)
 CP2943
 CP2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 CP2943'THE STATION WAS VISITED 10-31-74 AND THE STATION MARK, AZIMUTH
 CP2943'MARK AND REFERENCE MARK NO. 3 WERE FOUND IN GOOD CONDITION.
 CP2943'R.M. NO. 2 WAS FOUND WITH THE DISK REMOVED.  THE CONCRETE
 CP2943'MONUMENT WAS IN GOOD CONDITION, A NEW DISK STAMPED PEEK 1929
 CP2943'NO 4 1974 WAS SET IN THE DRILL HOLE AND USED AS REFERENCE
 CP2943'MARK NO. 4.  A NEW DISTANCE AND DIRECTION WAS TAKEN TO THE
 CP2943'MARK.  THE 1971 DESCRIPTION IS ADEQUATE FOR THE STATION.  ALL
 CP2943'MARKS WILL BE USED IN PRECISE SECOND ORDER LEVELS SUBMITTED
 CP2943'BY THE STATE HIGHWAY DEPT.
 CP2943'
 CP2943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 CP2943'SE OF NEWELLTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1719 ***********************************************************************
 CP1719  DESIGNATION -  PEEK 1929 1971
 CP1719  PID         -  CP1719
 CP1719  STATE/COUNTY-  LA/TENSAS
 CP1719  USGS QUAD   -  NEWELLTON (1994)
 CP1719
 CP1719                         *CURRENT SURVEY CONTROL
 CP1719  ___________________________________________________________________
 CP1719* NAD 83(1986)-  32 00 35.     (N)    091 10 15.     (W)     SCALED    
 CP1719* NAVD 88     -        25.78   (+/-2cm)      84.6    (feet)  VERTCON   
 CP1719  ___________________________________________________________________
 CP1719  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1719
 CP1719  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1719
 CP1719.The horizontal coordinates were scaled from a topographic map and have
 CP1719.an estimated accuracy of +/- 6 seconds.
 CP1719
 CP1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1719.The vertical order pertains to the NGVD 29 superseded value.
 CP1719
 CP1719.The geoid height was determined by GEOID03.
 CP1719
 CP1719;                    North         East    Units  Estimated Accuracy
 CP1719;SPC LA N     -   168,160.    1,125,570.      MT  (+/- 180 meters Scaled)
 CP1719
 CP1719                          SUPERSEDED SURVEY CONTROL
 CP1719
 CP1719  NGVD 29 (??/??/92)   25.801  (m)           84.65   (f) ADJ UNCH    2 1
 CP1719
 CP1719.Superseded values are not recommended for survey control.
 CP1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1719.See file dsdata.txt to determine how the superseded data were derived.
 CP1719
 CP1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR727429(NAD 83)
 CP1719_MARKER: DS = TRIANGULATION STATION DISK
 CP1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1719_STAMPING: PEEK 1929 1971
 CP1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1719+STABILITY: SURFACE MOTION
 CP1719
 CP1719  HISTORY     - Date     Condition        Report By
 CP1719  HISTORY     - 1971     MONUMENTED       NGS
 CP1719  HISTORY     - 1974     GOOD             LADTD
 CP1719
 CP1719                          STATION DESCRIPTION
 CP1719
 CP1719'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1719'8.95 MI NE FROM ST JOSEPH.
 CP1719'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 CP1719'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 CP1719'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 CP1719'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 CP1719'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 CP1719'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 CP1719'4.70 MILES NORTH ALONG LOUISIANA HIGHWAY 604 TO THE ENTRANCE OF THE
 CP1719'WINTER QUARTERS HUNTING CLUB.  THENCE ABOUT 0.10 MILE NORTHEAST TO THE
 CP1719'TOP OF THE MISSISSIPPI RIVER LEVEE.  THENCE ABOUT 1.40 MILES NORTHEAST
 CP1719'ALONG THE MISSISSIPPI RIVER LEVEE.  IT IS 79.6 FEET EAST OF THE
 CP1719'APPROXIMATE CENTER OF THE LEVEE, 77.4 FEET WEST OF A 6-STRAND BARBED
 CP1719'WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CP1719'THE GROUND.  A STEEL WITNESS POST IS SET 1.2 FEET EAST OF THE MARK.
 CP1719'SECTION 20, T 12N, R 13E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1721 ***********************************************************************
 CP1721  DESIGNATION -  PEEK AZ MK 1929 1971
 CP1721  PID         -  CP1721
 CP1721  STATE/COUNTY-  LA/TENSAS
 CP1721  USGS QUAD   -  NEWELLTON (1994)
 CP1721
 CP1721                         *CURRENT SURVEY CONTROL
 CP1721  ___________________________________________________________________
 CP1721* NAD 83(1986)-  32 00 15.     (N)    091 10 10.     (W)     SCALED    
 CP1721* NAVD 88     -        30.20   (+/-2cm)      99.1    (feet)  VERTCON   
 CP1721  ___________________________________________________________________
 CP1721  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1721
 CP1721  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1721
 CP1721.The horizontal coordinates were scaled from a topographic map and have
 CP1721.an estimated accuracy of +/- 6 seconds.
 CP1721
 CP1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1721.The vertical order pertains to the NGVD 29 superseded value.
 CP1721
 CP1721.The geoid height was determined by GEOID03.
 CP1721
 CP1721;                    North         East    Units  Estimated Accuracy
 CP1721;SPC LA N     -   167,550.    1,125,710.      MT  (+/- 180 meters Scaled)
 CP1721
 CP1721                          SUPERSEDED SURVEY CONTROL
 CP1721
 CP1721  NGVD 29 (??/??/92)   30.220  (m)           99.15   (f) ADJ UNCH    2 1
 CP1721
 CP1721.Superseded values are not recommended for survey control.
 CP1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1721.See file dsdata.txt to determine how the superseded data were derived.
 CP1721
 CP1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR729423(NAD 83)
 CP1721_MARKER: DZ = AZIMUTH MARK DISK
 CP1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1721_STAMPING: PEEK 1929 1971
 CP1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1721+STABILITY: SURFACE MOTION
 CP1721
 CP1721  HISTORY     - Date     Condition        Report By
 CP1721  HISTORY     - 1971     MONUMENTED       NGS
 CP1721  HISTORY     - 1974     GOOD             LADTD
 CP1721
 CP1721                          STATION DESCRIPTION
 CP1721
 CP1721'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1721'9.25 MI NE FROM ST JOSEPH.
 CP1721'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 CP1721'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 CP1721'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 CP1721'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 CP1721'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 CP1721'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 CP1721'4.70 MILES NORTH ALONG LOUISIANA HIGHWAY 604 TO THE ENTRANCE OF THE
 CP1721'WINTER QUARTERS HUNTING CLUB.  THENCE ABOUT 0.10 MILE NORTHEAST TO THE
 CP1721'TOP OF THE MISSISSIPPI RIVER LEVEE.  THENCE ABOUT 1.70 MILES NORTHEAST
 CP1721'ALONG THE MISSISSIPPI RIVER LEVEE.  IT IS 16.0 FEET NORTHEAST OF THE
 CP1721'APPROXIMATE CENTER OF THE LEVEE ROAD, 110.0 FEET NORTHEAST OF THE
 CP1721'APPROXIMATE POINT OF INTERSECTION OF A CURVE IN THE LEVEE ROAD. SET IN
 CP1721'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. A STEEL WITNESS POST
 CP1721'IS SET 1.0 FOOT NORTHEAST OF THE MARK.  SECTION 20, T 12N, R 13E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1585 ***********************************************************************
 CP1585  DESIGNATION -  PEEK RM 2
 CP1585  PID         -  CP1585
 CP1585  STATE/COUNTY-  LA/TENSAS
 CP1585  USGS QUAD   -  NEWELLTON (1994)
 CP1585
 CP1585                         *CURRENT SURVEY CONTROL
 CP1585  ___________________________________________________________________
 CP1585* NAD 83(1986)-  32 00 27.     (N)    091 10 14.     (W)     SCALED    
 CP1585* NAVD 88     -        25.65   (+/-2cm)      84.2    (feet)  VERTCON   
 CP1585  ___________________________________________________________________
 CP1585  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1585
 CP1585  VERT ORDER  -  ? (See Below)
 CP1585
 CP1585.The horizontal coordinates were scaled from a topographic map and have
 CP1585.an estimated accuracy of +/- 6 seconds.
 CP1585
 CP1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1585.The vertical order pertains to the NGVD 29 superseded value.
 CP1585
 CP1585.The geoid height was determined by GEOID03.
 CP1585
 CP1585;                    North         East    Units  Estimated Accuracy
 CP1585;SPC LA N     -   167,910.    1,125,600.      MT  (+/- 180 meters Scaled)
 CP1585
 CP1585                          SUPERSEDED SURVEY CONTROL
 CP1585
 CP1585  NGVD 29 (??/??/92)   25.669  (m)           84.22   (f) ADJ UNCH    ?  
 CP1585
 CP1585.Superseded values are not recommended for survey control.
 CP1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1585.See file dsdata.txt to determine how the superseded data were derived.
 CP1585
 CP1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR728427(NAD 83)
 CP1585_MARKER: DD = SURVEY DISK
 CP1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1585+STABILITY: SURFACE MOTION
 CP1585
 CP1585  HISTORY     - Date     Condition        Report By
 CP1585  HISTORY     - 1929     MONUMENTED       CGS
 CP1585  HISTORY     - 1934     GOOD             DOD
 CP1585
 CP1585                          STATION DESCRIPTION
 CP1585
 CP1585'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1585'3.25 MI NE FROM NEWELLTON.
 CP1585'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON
 CP1585'P.B.M. IS CONCRETE POST WITH BRASS DISK SET IN TOP, ON RIGHT BANK OF
 CP1585'MISSISSIPPI RIVER, IN TENSAS PARISH, LA.  ON LANDSIDE BANQUETTE CROWN
 CP1585'OF LEVEE, AT FIRST 90 DEG ANGLE TO LEFT DOWNSTREAM FROM THE UPSTREAM
 CP1585'TIE-IN OF RING LEVEE, AROUND WINTER QUARTERS CREVASSE.  TOP OF DISK IS
 CP1585'8 IN. ABOVE GROUND.  NOTE-- AZIMUTH AND DISTANCE TO P.B.M. 34-DIETZE,
 CP1585'188 DEG-185 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1718 ***********************************************************************
 CP1718  DESIGNATION -  PEEK RM 3
 CP1718  PID         -  CP1718
 CP1718  STATE/COUNTY-  LA/TENSAS
 CP1718  USGS QUAD   -  NEWELLTON (1994)
 CP1718
 CP1718                         *CURRENT SURVEY CONTROL
 CP1718  ___________________________________________________________________
 CP1718* NAD 83(1986)-  32 00 34.     (N)    091 10 15.     (W)     SCALED    
 CP1718* NAVD 88     -        24.87   (+/-2cm)      81.6    (feet)  VERTCON   
 CP1718  ___________________________________________________________________
 CP1718  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1718
 CP1718  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1718
 CP1718.The horizontal coordinates were scaled from a topographic map and have
 CP1718.an estimated accuracy of +/- 6 seconds.
 CP1718
 CP1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1718.The vertical order pertains to the NGVD 29 superseded value.
 CP1718
 CP1718.The geoid height was determined by GEOID03.
 CP1718
 CP1718;                    North         East    Units  Estimated Accuracy
 CP1718;SPC LA N     -   168,130.    1,125,570.      MT  (+/- 180 meters Scaled)
 CP1718
 CP1718                          SUPERSEDED SURVEY CONTROL
 CP1718
 CP1718  NGVD 29 (??/??/92)   24.884  (m)           81.64   (f) ADJ UNCH    2 1
 CP1718
 CP1718.Superseded values are not recommended for survey control.
 CP1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1718.See file dsdata.txt to determine how the superseded data were derived.
 CP1718
 CP1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR727429(NAD 83)
 CP1718_MARKER: DR = REFERENCE MARK DISK
 CP1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1718_STAMPING: PEEK 1929 NO 3 1971
 CP1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1718+STABILITY: SURFACE MOTION
 CP1718
 CP1718  HISTORY     - Date     Condition        Report By
 CP1718  HISTORY     - 1971     MONUMENTED       NGS
 CP1718  HISTORY     - 1974     GOOD             LADTD
 CP1718
 CP1718                          STATION DESCRIPTION
 CP1718
 CP1718'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1718'8.95 MI NE FROM ST JOSEPH.
 CP1718'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 CP1718'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 CP1718'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 CP1718'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 CP1718'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 CP1718'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 CP1718'4.70 MILES NORTH ALONG LOUISIANA HIGHWAY 604 TO THE ENTRANCE OF THE
 CP1718'WINTER QUARTERS HUNTING CLUB.  THENCE ABOUT 0.10 MILE NORTHEAST TO THE
 CP1718'TOP OF THE MISSISSIPPI RIVER LEVEE.  THENCE ABOUT 1.40 MILES NORTHEAST
 CP1718'ALONG THE MISSISSIPPI RIVER LEVEE.  IT IS 105.0 FEET EAST OF THE
 CP1718'APPROXIMATE CENTER OF THE LEVEE, 76.0 FEET WEST OF A 6-STRAND BARBED
 CP1718'WIRE FENCE.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 CP1718'A STEEL WITNESS POST IS SET 1.3 FEET NORTH OF THE MARK. SECTION 20, T
 CP1718'12N, R 13E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1720 ***********************************************************************
 CP1720  DESIGNATION -  PEEK RM 4
 CP1720  PID         -  CP1720
 CP1720  STATE/COUNTY-  LA/TENSAS
 CP1720  USGS QUAD   -  NEWELLTON (1994)
 CP1720
 CP1720                         *CURRENT SURVEY CONTROL
 CP1720  ___________________________________________________________________
 CP1720* NAD 83(1986)-  32 00 34.     (N)    091 10 15.     (W)     SCALED    
 CP1720* NAVD 88     -        27.54   (+/-2cm)      90.4    (feet)  VERTCON   
 CP1720  ___________________________________________________________________
 CP1720  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1720
 CP1720  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1720
 CP1720.The horizontal coordinates were scaled from a topographic map and have
 CP1720.an estimated accuracy of +/- 6 seconds.
 CP1720
 CP1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1720.The vertical order pertains to the NGVD 29 superseded value.
 CP1720
 CP1720.The geoid height was determined by GEOID03.
 CP1720
 CP1720;                    North         East    Units  Estimated Accuracy
 CP1720;SPC LA N     -   168,130.    1,125,570.      MT  (+/- 180 meters Scaled)
 CP1720
 CP1720                          SUPERSEDED SURVEY CONTROL
 CP1720
 CP1720  NGVD 29 (??/??/92)   27.554  (m)           90.40   (f) ADJ UNCH    2 1
 CP1720
 CP1720.Superseded values are not recommended for survey control.
 CP1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1720.See file dsdata.txt to determine how the superseded data were derived.
 CP1720
 CP1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR727429(NAD 83)
 CP1720_MARKER: DR = REFERENCE MARK DISK
 CP1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1720_STAMPING: PEEK 1929 NO 4 1974
 CP1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1720+STABILITY: SURFACE MOTION
 CP1720
 CP1720  HISTORY     - Date     Condition        Report By
 CP1720  HISTORY     - 1974     MONUMENTED       NGS
 CP1720
 CP1720                          STATION DESCRIPTION
 CP1720
 CP1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP1720'8.95 MI NE FROM ST JOSEPH.
 CP1720'ABOUT 0.45 MILE SOUTHEAST ALONG LOUISIANA HIGHWAY 128 FROM THE
 CP1720'DAVIDSON HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA
 CP1720'HIGHWAYS 128 AND 605.  THENCE ABOUT 1.40 MILES NORTHEAST ALONG
 CP1720'LOUISIANA HIGHWAY 605 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 605
 CP1720'AND 604.  THENCE ABOUT 0.90 MILE NORTHEAST ALONG LOUISIANA HIGHWAY 604
 CP1720'TO THE INTERSECTION OF LOUISIANA HIGHWAYS 604 AND 606.  THENCE ABOUT
 CP1720'4.70 MILES NORTH ALONG LOUISIANA HIGHWAY 604 TO THE ENTRANCE OF THE
 CP1720'WINTER QUARTERS HUNTING CLUB.  THENCE ABOUT 0.10 MILE NORTHEAST TO THE
 CP1720'TOP OF THE MISSISSIPPI RIVER LEVEE.  THENCE ABOUT 1.40 MILES NORTHEAST
 CP1720'ALONG THE MISSISSIPPI RIVER LEVEE.  IT IS 47.5 FEET EAST OF THE
 CP1720'APPROXIMATE CENTER OF THE LEVEE, 96.2 FEET WEST OF A 6-STRAND BARBED
 CP1720'WIRE FENCE.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 CP1720'A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE MARK. SECTION 20, T
 CP1720'12N, R 13E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2836 ***********************************************************************
 CQ2836  DESIGNATION -  PEEL
 CQ2836  PID         -  CQ2836
 CQ2836  STATE/COUNTY-  LA/JACKSON
 CQ2836  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ2836
 CQ2836                         *CURRENT SURVEY CONTROL
 CQ2836  ___________________________________________________________________
 CQ2836* NAD 83(1992)-  32 18 31.39584(N)    092 38 43.81556(W)     ADJUSTED  
 CQ2836* NAVD 88     -        83.3    (meters)     273.     (feet)  VERTCON   
 CQ2836  ___________________________________________________________________
 CQ2836  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CQ2836  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ2836
 CQ2836  HORZ ORDER  -  SECOND
 CQ2836
 CQ2836.The horizontal coordinates were established by classical geodetic methods
 CQ2836.and adjusted by the National Geodetic Survey in January 1993..
 CQ2836
 CQ2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2836
 CQ2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2836
 CQ2836.The geoid height was determined by GEOID03.
 CQ2836
 CQ2836;                    North         East     Units Scale Factor Converg.
 CQ2836;SPC LA N     -   200,552.966   986,297.962   MT  0.99993795   -0 04 36.9
 CQ2836;SPC LA N     -   657,980.86  3,235,879.23   sFT  0.99993795   -0 04 36.9
 CQ2836;UTM  15      - 3,574,711.107   533,371.423   MT  0.99961373   +0 11 22.1
 CQ2836
 CQ2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2836!SPC LA N     -   0.99999093  x   0.99993795  =   0.99992888
 CQ2836!UTM  15      -   0.99999093  x   0.99961373  =   0.99960466
 CQ2836
 CQ2836:                Primary Azimuth Mark                     Grid Az
 CQ2836:SPC LA N     -  PEEL AZ MK 2                             013 24 15.8
 CQ2836:UTM  15      -  PEEL AZ MK 2                             013 08 16.8
 CQ2836
 CQ2836|---------------------------------------------------------------------|
 CQ2836| PID    Reference Object                     Distance      Geod. Az  |
 CQ2836|                                                           dddmmss.s |
 CQ2836| CY4413 PEEL AZ MK 2                                       0131938.9 |
 CQ2836| CY4414 PEEL RM 1                            12.923 METERS 01828     |
 CQ2836| CQ2835 PEEL LADH A 1971                      7.846 METERS 06648     |
 CQ2836| CY4412 PEEL AZ MK                                         2172522.2 |
 CQ2836| CY4415 PEEL RM 2                            17.200 METERS 22052     |
 CQ2836|---------------------------------------------------------------------|
 CQ2836
 CQ2836                          SUPERSEDED SURVEY CONTROL
 CQ2836
 CQ2836  NAD 83(1986)-  32 18 31.40928(N)    092 38 43.80610(W) AD(       ) 2
 CQ2836  NAD 27      -  32 18 30.85337(N)    092 38 43.26586(W) AD(       ) 2
 CQ2836  NGVD 29 (07/19/86)   83.4    (m)          274.     (f) VERT ANG       
 CQ2836
 CQ2836.Superseded values are not recommended for survey control.
 CQ2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2836.See file dsdata.txt to determine how the superseded data were derived.
 CQ2836
 CQ2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3337174711(NAD 83)
 CQ2836_MARKER: DD = SURVEY DISK
 CQ2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2836
 CQ2836  HISTORY     - Date     Condition        Report By
 CQ2836  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2836
 CQ2836                          STATION DESCRIPTION
 CQ2836
 CQ2836'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2836'THE STATION IS LOCATED 6 MILES NORTHEAST OF JONESBORO, 5 MILES
 CQ2836'SOUTHEAST OF QUITMAN AND 11.5 MILES WEST OF CHATHAM, IN THE
 CQ2836'SOUTHEAST 1/4 OF SECTION NO. 2, T15N, R3W, AND ON THE PROPERTY
 CQ2836'OWNED BY LEWIS A. PEEL, SR., ADDRESS P. O. BOX 471, HODGE,
 CQ2836'LOUISIANA.
 CQ2836'
 CQ2836'TO REACH THE STATION FROM THE COURT HOUSE IN JONESBORO, DRIVE
 CQ2836'NORTH ON U.S. HIGHWAY 167 FOR 0.5 MILE TO THE INTERSECTION WITH
 CQ2836'STATE HIGHWAY 542, TURN RIGHT ON HIGHWAY 542 AND GO NORTH AND
 CQ2836'EAST FOR 5.6 MILES TO INTERSECTION WITH STATE HIGHWAY 811,
 CQ2836'CONTINUE NORTHEAST ALONG STATE HIGHWAY 542 FOR 0.7 MILE TO THE
 CQ2836'STATION WHICH IS ON THE RIGHT AND EAST OF THE HIGHWAY NEAR A
 CQ2836'WOOD FRAME BUILDING AND A LARGE OAK TREE.
 CQ2836'
 CQ2836'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ALONG
 CQ2836'STATE HIGHWAY 542 FOR 0.35 MILE TO THE JIMMY DAVIS TABERNACLE ON THE
 CQ2836'RIGHT.  THE MARK IS SET TO THE EAST OF THE BUILDING NEAR A POWER
 CQ2836'POLE WITH A NIGHT LIGHT.
 CQ2836'
 CQ2836'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE NORTH ALONG STATE
 CQ2836'HIGHWAY 542 FOR 0.15 MILE.  THE MARK IS SET ON THE RIGHT AND EAST
 CQ2836'OF THE HIGHWAY NEAR A POWER POLE AND A DIRT ROAD.
 CQ2836'
 CQ2836'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2836'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2836'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2836'GROUND.  THE SUBSURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2836'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2836'SURFACE.  THEY ARE STAMPED PEEL 1971.  THE MARK IS 68 FEET
 CQ2836'NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FRAME BUILDING, 48 FEET
 CQ2836'NORTH-NORTHWEST OF A 36 INCH OAK TREE, 41 FEET NORTHEAST
 CQ2836'OF A 20 INCH OAK TREE, 36 FEET EAST-SOUTHEAST OF THE CENTER OF
 CQ2836'STATE HIGHWAY 542, 10 FEET EAST-NORTHEAST OF A TELEPHONE
 CQ2836'POLE, 5 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 6 FEET
 CQ2836'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 CQ2836'
 CQ2836'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2836'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ2836'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2836'THE GROUND.  IT IS STAMPED PEEL R.M. 1 1971.  IT IS 88 FEET
 CQ2836'NORTH OF A 36 INCH OAK TREE, 81 FEET NORTHEAST OF A 20 INCH OAK
 CQ2836'TREE, 37 FEET NORTH-NORTHWEST OF A POWER POLE, 27 FEET EAST OF
 CQ2836'THE CENTER OF STATE HIGHWAY 542, 9 FEET EAST-SOUTHEAST OF THE
 CQ2836'SOUTH END OF A CONCRETE CULVERT.
 CQ2836'
 CQ2836'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2836'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2836'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2836'GROUND.  IT IS STAMPED PEEL R.M. 2 1971.  IT IS 45 FEET WEST OF
 CQ2836'A 36 INCH OAK TREE, 26 FEET EAST-SOUTHEAST OF THE CENTER OF STATE
 CQ2836'HIGHWAY 542, 24 FEET NORTHEAST OF THE NORTH END OF A CONCRETE
 CQ2836'CULVERT, 18 FEET SOUTH-SOUTHWEST OF A 20 INCH OAK TREE, AND 15
 CQ2836'FEET NORTH-NORTHEAST OF AN 18 INCH OAK TREE.
 CQ2836'
 CQ2836'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2836'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2836'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2836'GROUND.  IT IS STAMPED PEEL AZ.MK. 1971.  IT IS SET ON JIMMY
 CQ2836'DAVIS TABERNACLE GROUNDS, APPROXIMATELY 230 FEET NORTHWEST OF THE
 CQ2836'CENTER OF STATE HIGHWAY 542, 104 FEET WEST OF A 12 INCH PECAN
 CQ2836'TREE, 54 FEET SOUTHWEST OF A POWER POLE WITH A NIGHT LIGHT, 51
 CQ2836'FEET NORTHEAST OF A BELL TOWER STAND, 31 FEET EAST OF THE
 CQ2836'NORTHEAST CORNER OF THE TABERNACLE, AND 2 FEET SOUTH-SOUTWEST OF
 CQ2836'THE CURB ON A DRIVE TO THE TABERNACLE.
 CQ2836'
 CQ2836'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2836'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2836'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 CQ2836'GROUND.  IT IS STAMPED PEEL AZ.MK. 2 1971.  IT IS 125 FEET NORTH
 CQ2836'OF A DIRT ROAD LEADING TO A HOUSE TRAILER 44 FEET EAST OF THE
 CQ2836'CENTER OF STATE HIGHWAY 542, 35 FEET SOUTH OF A POWER POLE, AND
 CQ2836'2.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CQ2836'
 CQ2836'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3068 ***********************************************************************
 AU3068  DESIGNATION -  PELICAN
 AU3068  PID         -  AU3068
 AU3068  STATE/COUNTY-  LA/TERREBONNE
 AU3068  USGS QUAD   -  CENTRAL ISLES DERNIE (1994)
 AU3068
 AU3068                         *CURRENT SURVEY CONTROL
 AU3068  ___________________________________________________________________
 AU3068* NAD 83(1992)-  29 06 12.22786(N)    090 50 35.67458(W)     ADJUSTED  
 AU3068* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3068  ___________________________________________________________________
 AU3068  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU3068  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AU3068
 AU3068  HORZ ORDER  -  SECOND
 AU3068
 AU3068.The horizontal coordinates were established by classical geodetic methods
 AU3068.and adjusted by the National Geodetic Survey in January 1993..
 AU3068
 AU3068.The orthometric height was scaled from a topographic map.
 AU3068
 AU3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3068
 AU3068.The geoid height was determined by GEOID03.
 AU3068
 AU3068;                    North         East     Units Scale Factor Converg.
 AU3068;SPC LA S     -    66,987.837 1,047,708.389   MT  1.00004743   +0 14 42.2
 AU3068;SPC LA S     -   219,775.93  3,437,356.61   sFT  1.00004743   +0 14 42.2
 AU3068;UTM  15      - 3,221,363.118   709,884.899   MT  1.00014362   +1 02 57.9
 AU3068
 AU3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3068!SPC LA S     -   1.00000381  x   1.00004743  =   1.00005124
 AU3068!UTM  15      -   1.00000381  x   1.00014362  =   1.00014743
 AU3068
 AU3068:                Primary Azimuth Mark                     Grid Az
 AU3068:SPC LA S     -  VILLETTE 2                               097 12 26.9
 AU3068:UTM  15      -  VILLETTE 2                               096 24 11.2
 AU3068
 AU3068|---------------------------------------------------------------------|
 AU3068| PID    Reference Object                     Distance      Geod. Az  |
 AU3068|                                                           dddmmss.s |
 AU3068| AU3069 VILLETTE 2                          APPROX. 5.4 KM 0972709.1 |
 AU3068| DD7527 PELICAN RM 1                         20.605 METERS 23528     |
 AU3068| DD7528 PELICAN RM 2                         18.191 METERS 30245     |
 AU3068|---------------------------------------------------------------------|
 AU3068
 AU3068                          SUPERSEDED SURVEY CONTROL
 AU3068
 AU3068  NAD 83(1986)-  29 06 12.24992(N)    090 50 35.68509(W) AD(       ) 2
 AU3068  NAD 27      -  29 06 11.41900(N)    090 50 35.34600(W) AD(       ) 2
 AU3068
 AU3068.Superseded values are not recommended for survey control.
 AU3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3068.See file dsdata.txt to determine how the superseded data were derived.
 AU3068
 AU3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0988521363(NAD 83)
 AU3068_MARKER: DS = TRIANGULATION STATION DISK
 AU3068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3068_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3068
 AU3068  HISTORY     - Date     Condition        Report By
 AU3068  HISTORY     - 1928     MONUMENTED       CGS
 AU3068  HISTORY     - 1952     GOOD             CGS
 AU3068  HISTORY     - 1965     GOOD             CGS
 AU3068  HISTORY     - 1979     GOOD             NGS
 AU3068
 AU3068                          STATION DESCRIPTION
 AU3068
 AU3068'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3068'STATION IS ABOUT 20 MILES ESE OF OYSTER BAYOU, ON THE NW SHORE
 AU3068'OF PELICAN LAKE, NW OF A SMALL MANGROVE-COVERED ISLAND NEAR
 AU3068'THE CENTER OF THE LAKE, NEAR THE HEAD OF PASS WILSON, AND
 AU3068'ABOUT 30 YARDS INSHORE.
 AU3068'
 AU3068'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3068'SET IN CONCRETE IN THE TOP OF TILES.
 AU3068'
 AU3068'REFERENCE MARK NO. 1 IS 20.63 METERS (67.7 FEET) FROM THE
 AU3068'STATION S 55 DEG 28 MIN W.
 AU3068'
 AU3068'REFERENCE MARK NO. 2 IS 18.22 METERS (59.8 FEET) FROM THE
 AU3068'STATION N 57 DEG 14 MIN W.
 AU3068
 AU3068                          STATION RECOVERY (1952)
 AU3068
 AU3068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3068'STATION AND REFERENCE MARK 2 WERE RECOVERED IN FAIR CONDITION.
 AU3068'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 AU3068'NEW DESCRIPTION FOLLOWS--
 AU3068'
 AU3068'STATION IS LOCATED ON THE N SHORE OF THE W PART OF PELICAN
 AU3068'LAKE, NW OF A SMALL ISLAND IN THE CENTER OF THE W PORTION
 AU3068'OF THE LAKE, ON THE E BANK OF A BAYOU WHICH LEADS TO PASS
 AU3068'DES ILETTES, AND ABOUT 250 FT. N OF THE MOUTH OF THE BAYOU.
 AU3068'THE APPARENT SHORELINE OF THE BAYOU IS 140 FT. N 86 DEG W.
 AU3068'IT IS A STANDARD DISK, STAMPED PELICAN
 AU3068'1928 AND SET IN THE TOP OF A 10-IN. CONCRETE MONUMENT
 AU3068'PROJECTING 8 IN. ABOVE THE GROUND.  THE TOP OF THE MONUMENT IS
 AU3068'BROKEN, BUT THE DISK IS STILL FIRM.  AT THE TIME THAT THE
 AU3068'STATION WAS VISITED, THERE WAS A 10-FT. STAND IN PLACE OVER
 AU3068'THE STATION.
 AU3068'
 AU3068'REFERENCE MARK 1 IS 20.63 M. (6.77 FT.) FROM THE STATION.
 AU3068'IT IS A STANDARD DISK, STAMPED PELICAN RM NO 1 1928 AND SET
 AU3068'IN THE TOP OF A 10-IN. CONCRETE MONUMENT PROJECTING 2 IN.
 AU3068'ABOVE THE GROUND.
 AU3068'
 AU3068'REFERENCE MARK 2 IS 18.22 M. (59.8 FT.) FROM THE STATION.
 AU3068'IT IS A STANDARD DISK, STAMPED PELICAN RM NO 2 1928 AND
 AU3068'SET IN THE TOP OF A 10-IN. CONCRETE MONUMENT FLUSH WITH THE
 AU3068'GROUND.  THE TOP OF THE MONUMENT IS BROKEN, BUT THE DISK IS
 AU3068'STILL FIRM.
 AU3068
 AU3068                          STATION RECOVERY (1965)
 AU3068
 AU3068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3068'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 AU3068'CONDITION.  A 1-1/4 INCH PIPE WITNESS POST WAS SET NEAR THE
 AU3068'STATION.
 AU3068'
 AU3068'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AU3068'
 AU3068'THE STATION WAS REACHED BY FLOAT PLANE.
 AU3068
 AU3068                          STATION RECOVERY (1979)
 AU3068
 AU3068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU3068'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 AU3068'AS DESCRIBED.
 AU3068'
 AU3068'THE STATION IS LOCATED ABOUT 47 MILES SOUTH-SOUTHEAST OF MORGAN
 AU3068'CITY, 37 MILES SOUTH-SOUTHWEST OF HOUMA, ON THE NORTH SHORE OF
 AU3068'THE WEST PART OF PELICAN LAKE.
 AU3068'
 AU3068'THE DISTANCE TO REFERENCE MARK 1 IS 67.60 FEET, TO
 AU3068'REFERENCE MARK 2 IS 59.68 FEET, AND BETWEEN THE
 AU3068'REFERENCE MARKS IS 70.79 FEET.  THE ANGLE BETWEEN
 AU3068'REFERENCE MARKS 1 AND 2 IS 67 DEGREES 12 MINUTES
 AU3068'AND 20.25 SECONDS.
 AU3068'
 AU3068'THE STATION WAS
 AU3068'REACHED BY HELICOPTER.
 AU3068'
 AU3068'THE STATION IS A STANDARD CGS DISK
 AU3068'STAMPED---PELICAN 1928---,
 AU3068'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AU3068'FLUSH WITH THE GROUND.  IT IS LOCATED
 AU3068'2 FEET SOUTH FROM A WHITE PVC PIPE THAT PROJECTS 30 INCHES.
 AU3068'
 AU3068'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AU3068'STAMPED---PELICAN RM NO 1 1928---,
 AU3068'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 AU3068'RECESSED 20 CM BELOW THE GROUND.
 AU3068'MARK IS LEVEL WITH STATION.
 AU3068'
 AU3068'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AU3068'STAMPED---PELICAN RM NO 2 1928---,
 AU3068'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 AU3068'FLUSH WITH GROUND.
 AU3068'MARK IS LEVEL WITH STATION.
 AU3068'
 AU3068'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3000 ***********************************************************************
 AU3000  DESIGNATION -  PELICAN ISLANDS POINT LT
 AU3000  PID         -  AU3000
 AU3000  STATE/COUNTY-  LA/TERREBONNE
 AU3000  USGS QUAD   -  JACKO BAY (1994)
 AU3000
 AU3000                         *CURRENT SURVEY CONTROL
 AU3000  ___________________________________________________________________
 AU3000* NAD 83(1992)-  29 07 52.49497(N)    090 25 40.49779(W)     ADJUSTED  
 AU3000* NAVD 88     -                                                        
 AU3000  **This station is located in a subsidence area (see below).
 AU3000  ___________________________________________________________________
 AU3000  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AU3000  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AU3000
 AU3000  HORZ ORDER  -  THIRD
 AU3000
 AU3000.The horizontal coordinates were established by classical geodetic methods
 AU3000.and adjusted by the National Geodetic Survey in January 1993..
 AU3000
 AU3000 ** The orthometric height has not been validated since last determined
 AU3000 ** by differential leveling and should not be used for control purposes.
 AU3000 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3000 ** area with valid NAVD 88 orthometric heights.
 AU3000 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3000 ** epoch indicated which incorporates improved geoid heights for the
 AU3000 ** Southern Louisiana Subsidence area.
 AU3000 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3000
 AU3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3000
 AU3000.The geoid height was determined by GEOID03.
 AU3000
 AU3000;                    North         East     Units Scale Factor Converg.
 AU3000;SPC LA S     -    70,321.113 1,088,113.800   MT  1.00004000   +0 27 09.8
 AU3000;SPC LA S     -   230,711.85  3,569,920.03   sFT  1.00004000   +0 27 09.8
 AU3000;UTM  15      - 3,225,262.568   750,248.208   MT  1.00037284   +1 15 10.0
 AU3000
 AU3000                          SUPERSEDED SURVEY CONTROL
 AU3000
 AU3000  NAD 83(1986)-  29 07 52.51262(N)    090 25 40.50941(W) AD(       ) 4
 AU3000  NAD 27      -  29 07 51.68000(N)    090 25 40.20000(W) AD(       ) 3
 AU3000
 AU3000.Superseded values are not recommended for survey control.
 AU3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3000.See file dsdata.txt to determine how the superseded data were derived.
 AU3000
 AU3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5024825263(NAD 83)
 AU3000_MARKER: 14 = NAVIGATION LIGHT
 AU3000
 AU3000  HISTORY     - Date     Condition        Report By
 AU3000  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU3000
 AU3000                          STATION DESCRIPTION
 AU3000
 AU3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3000'STATION IS LOCATED IN TIMBALIER BAY, OFF THE NW END OF THE
 AU3000'PELICAN ISLANDS GROUP.
 AU3000'
 AU3000'A BLACK TRIANGULAR SLATTED STRUCTURE ON PILE, 25 FEET HIGH.
 AU3000'THE LIGHT WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2170 ***********************************************************************
 BX2170  DESIGNATION -  PELICAN RM 1
 BX2170  PID         -  BX2170
 BX2170  STATE/COUNTY-  LA/DE SOTO
 BX2170  USGS QUAD   -  PELICAN (1992)
 BX2170
 BX2170                         *CURRENT SURVEY CONTROL
 BX2170  ___________________________________________________________________
 BX2170* NAD 83(1986)-  31 52 57.     (N)    093 35 11.     (W)     SCALED    
 BX2170* NAVD 88     -        97.44   (+/-2cm)     319.7    (feet)  VERTCON   
 BX2170  ___________________________________________________________________
 BX2170  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX2170
 BX2170  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2170
 BX2170.The horizontal coordinates were scaled from a topographic map and have
 BX2170.an estimated accuracy of +/- 6 seconds.
 BX2170
 BX2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2170.The vertical order pertains to the NGVD 29 superseded value.
 BX2170
 BX2170.The geoid height was determined by GEOID03.
 BX2170
 BX2170;                    North         East    Units  Estimated Accuracy
 BX2170;SPC LA N     -   153,800.      897,220.      MT  (+/- 180 meters Scaled)
 BX2170
 BX2170                          SUPERSEDED SURVEY CONTROL
 BX2170
 BX2170  NGVD 29 (??/??/??)   97.475  (m)          319.80   (f) ADJUSTED    1 2
 BX2170
 BX2170.Superseded values are not recommended for survey control.
 BX2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2170.See file dsdata.txt to determine how the superseded data were derived.
 BX2170
 BX2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR445275(NAD 83)
 BX2170_MARKER: DR = REFERENCE MARK DISK
 BX2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2170_STAMPING: PELICAN NO 1 1919
 BX2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2170+STABILITY: SURFACE MOTION
 BX2170
 BX2170  HISTORY     - Date     Condition        Report By
 BX2170  HISTORY     - 1919     MONUMENTED       CGS
 BX2170  HISTORY     - 1943     GOOD             CGS
 BX2170
 BX2170                          STATION DESCRIPTION
 BX2170
 BX2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2170'IN PELICAN.
 BX2170'AT PELICAN, DE SOTO PARISH, 47.6 FEET SOUTHEAST OF THE SOUTH CORNER OF
 BX2170'THE TEXAS AND PACIFIC RAILWAY STATION, 48 FEET EAST-NORTHEAST OF
 BX2170'TRIANGULATION STATION PELICAN, DESCRIBED BELOW, AND 31.5 FEET
 BX2170'NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD REFERENCE-MARK DISK,
 BX2170'STAMPED PELICAN NO 1 1919 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2171 ***********************************************************************
 BX2171  DESIGNATION -  PELICAN=Z 10
 BX2171  PID         -  BX2171
 BX2171  STATE/COUNTY-  LA/DE SOTO
 BX2171  USGS QUAD   -  PELICAN (1992)
 BX2171
 BX2171                         *CURRENT SURVEY CONTROL
 BX2171  ___________________________________________________________________
 BX2171* NAD 83(1992)-  31 52 56.65212(N)    093 35 10.92084(W)     ADJUSTED  
 BX2171* NAVD 88     -        96.61   (+/-2cm)     317.0    (feet)  VERTCON   
 BX2171  ___________________________________________________________________
 BX2171  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BX2171  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX2171
 BX2171  HORZ ORDER  -  FIRST
 BX2171  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2171
 BX2171.The horizontal coordinates were established by classical geodetic methods
 BX2171.and adjusted by the National Geodetic Survey in January 1993..
 BX2171
 BX2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2171.The vertical order pertains to the NGVD 29 superseded value.
 BX2171
 BX2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2171
 BX2171.The geoid height was determined by GEOID03.
 BX2171
 BX2171;                    North         East     Units Scale Factor Converg.
 BX2171;SPC LA N     -   153,788.876   897,225.440   MT  0.99991493   -0 34 27.7
 BX2171;SPC LA N     -   504,555.67  2,943,647.13   sFT  0.99991493   -0 34 27.7
 BX2171;UTM  15      - 3,527,551.000   444,543.508   MT  0.99963793   -0 18 35.0
 BX2171
 BX2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2171!SPC LA N     -   0.99998891  x   0.99991493  =   0.99990384
 BX2171!UTM  15      -   0.99998891  x   0.99963793  =   0.99962684
 BX2171
 BX2171|---------------------------------------------------------------------|
 BX2171| PID    Reference Object                     Distance      Geod. Az  |
 BX2171|                                                           dddmmss.s |
 BX2171| CV9000 PELICAN RM                           14.542 METERS 06454     |
 BX2171| BX2174 OXFORD=Y 10                         APPROX. 6.4 KM 3193338.7 |
 BX2171|---------------------------------------------------------------------|
 BX2171
 BX2171                          SUPERSEDED SURVEY CONTROL
 BX2171
 BX2171  NAD 83(1986)-  31 52 56.66362(N)    093 35 10.91690(W) AD(       ) 1
 BX2171  NAD 27      -  31 52 56.07100(N)    093 35 10.26700(W) AD(       ) 1
 BX2171  NGVD 29 (??/??/??)   96.652  (m)          317.10   (f) ADJUSTED    1 2
 BX2171
 BX2171.Superseded values are not recommended for survey control.
 BX2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2171.See file dsdata.txt to determine how the superseded data were derived.
 BX2171
 BX2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR4454427551(NAD 83)
 BX2171_MARKER: DS = TRIANGULATION STATION DISK
 BX2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2171_STAMPING: 317.056 PELICAN Z 10 1919
 BX2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2171+STABILITY: SURFACE MOTION
 BX2171
 BX2171  HISTORY     - Date     Condition        Report By
 BX2171  HISTORY     - 1919     MONUMENTED       CGS
 BX2171  HISTORY     - 1919     GOOD             CGS
 BX2171  HISTORY     - 1935     GOOD             CGS
 BX2171  HISTORY     - 1943     GOOD             USE
 BX2171  HISTORY     - 1950     GOOD             CGS
 BX2171  HISTORY     - 19860428 MARK NOT FOUND   USPSQD
 BX2171
 BX2171                          STATION DESCRIPTION
 BX2171
 BX2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2171'STATION IS IN PELICAN, 16.13 METERS (52.9 FEET) SE OF SE
 BX2171'CORNER OF TEXAS AND PACIFIC RAILWAY STATION, 3.5 METERS
 BX2171'(11 FEET) S OF THE APPROXIMATE CENTER OF RAILWAY TRACKS, ON
 BX2171'CURVE AT INTERSECTION OF N RAIL FROM W AND S RAIL FROM E.
 BX2171'
 BX2171'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2171'DISKS SET IN CONCRETE.
 BX2171'
 BX2171'REFERENCE MARK IS 14.542 METERS (47.71 FEET) FROM STATION
 BX2171'N 25 DEG 06 MIN E.
 BX2171
 BX2171                          STATION RECOVERY (1919)
 BX2171
 BX2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX2171'IN PELICAN.
 BX2171'AT PELICAN, DE SOTO PARISH, 53 FEET SOUTH OF THE SOUTH CORNER OF THE
 BX2171'TEXAS AND PACIFIC RAILWAY STATION, 9 FEET NORTH OF A CROSS ON THE
 BX2171'SOUTHWEST END OF A CONCRETE CULVERT, AT THE INTERSECTION OF THE
 BX2171'PROLONGATIONS OF THE NORTHEAST RAIL OF THE NORTHWEST TANGENT AND THE
 BX2171'SOUTHWEST RAIL OF THE SOUTHEAST TANGENT, AND 11 FEET SOUTHWEST OF THE
 BX2171'CENTER LINE OF THE TRACK.  A STANDARD TRIANGULATION-STATION DISK,
 BX2171'STAMPED 317.056 PELICAN Z 10 1919 AND SET IN THE TOP OF A CONCRETE
 BX2171'POST ABOUT FLUSH WITH THE GROUND.
 BX2171
 BX2171                          STATION RECOVERY (1935)
 BX2171
 BX2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2171'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BX2171'STATION IS 8.95 FEET NW OF CROSS ON S END OF CONCRETE CULVERT.
 BX2171'BOTH MARKS ARE STAMPED PELICAN 1919.
 BX2171'
 BX2171'REFERENCE MARK NO. 1 (1919) IS 31.5 FEET N OF N RAIL, 47.6
 BX2171'FEET NE OF SE CORNER OF RAILROAD STATION AND 14.542 METERS
 BX2171'(47.71 FEET) FROM STATION N 25 DEG 06 MIN E.
 BX2171'
 BX2171'REFERENCE MARK NO. 2 (1935) IS A STANDARD REFERENCE DISK SET
 BX2171'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, 14.0 FEET N OF N RAIL,
 BX2171'89 FEET SE OF SE CORNER OF TEXAS AND PACIFIC RAILROAD STATION,
 BX2171'13.115 METERS (43.05 FEET) FROM STATION S 5 DEG 36 MIN E.
 BX2171'
 BX2171'DISTANCE FROM REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1
 BX2171'IS 17.61 METERS (57.77 FEET) N 72 DEG 03 MIN E.
 BX2171
 BX2171                          STATION RECOVERY (1943)
 BX2171
 BX2171'RECOVERY NOTE BY US ENGINEERS 1943
 BX2171'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 BX2171'MARK 1 WAS ALSO RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2171'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION 14 FEET S
 BX2171'OF THE S RAIL INSTEAD OF 14 FEET N OF THE N RAIL, AS GIVEN.
 BX2171
 BX2171                          STATION RECOVERY (1950)
 BX2171
 BX2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX2171'STATION RECOVERED AND ALL MARKS FOUND AS DESCRIBED IN 1935
 BX2171'AND IN GOOD CONDITION.  THIS IS A TRAVERSE STATION.
 BX2171
 BX2171                          STATION RECOVERY (1986)
 BX2171
 BX2171'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 BX2171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3053 ***********************************************************************
 AU3053  DESIGNATION -  PELTO
 AU3053  PID         -  AU3053
 AU3053  STATE/COUNTY-  LA/TERREBONNE
 AU3053  USGS QUAD   -  EASTERN ISLES DERNIERES (1994)
 AU3053
 AU3053                         *CURRENT SURVEY CONTROL
 AU3053  ___________________________________________________________________
 AU3053* NAD 83(1992)-  29 03 00.69277(N)    090 42 58.87331(W)     ADJUSTED  
 AU3053* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3053  ___________________________________________________________________
 AU3053  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AU3053  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AU3053
 AU3053  HORZ ORDER  -  SECOND
 AU3053
 AU3053.The horizontal coordinates were established by classical geodetic methods
 AU3053.and adjusted by the National Geodetic Survey in January 1993..
 AU3053
 AU3053.The orthometric height was scaled from a topographic map.
 AU3053
 AU3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3053
 AU3053.The geoid height was determined by GEOID03.
 AU3053
 AU3053;                    North         East     Units Scale Factor Converg.
 AU3053;SPC LA S     -    61,150.273 1,060,092.207   MT  1.00006226   +0 18 30.6
 AU3053;SPC LA S     -   200,623.85  3,477,985.85   sFT  1.00006226   +0 18 30.6
 AU3053;UTM  15      - 3,215,698.908   722,350.792   MT  1.00021013   +1 06 33.6
 AU3053
 AU3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3053!SPC LA S     -   1.00000378  x   1.00006226  =   1.00006604
 AU3053!UTM  15      -   1.00000378  x   1.00021013  =   1.00021391
 AU3053
 AU3053:                Primary Azimuth Mark                     Grid Az
 AU3053:SPC LA S     -  HOUSE NEAR STATION PELTO                 042 57 09.7
 AU3053:UTM  15      -  HOUSE NEAR STATION PELTO                 042 09 06.7
 AU3053
 AU3053|---------------------------------------------------------------------|
 AU3053| PID    Reference Object                     Distance      Geod. Az  |
 AU3053|                                                           dddmmss.s |
 AU3053| AU3055 HOUSE NEAR STATION PELTO            APPROX. 2.2 KM 0431540.3 |
 AU3053| DD7530 PELTO RM 2                           13.030 METERS 22122     |
 AU3053| AU3071 WHISKEY                             APPROX. 6.5 KM 2675633.0 |
 AU3053| DD7529 PELTO RM 1                           13.420 METERS 35116     |
 AU3053|---------------------------------------------------------------------|
 AU3053
 AU3053                          SUPERSEDED SURVEY CONTROL
 AU3053
 AU3053  NAD 83(1986)-  29 03 00.71352(N)    090 42 58.88506(W) AD(       ) 2
 AU3053  NAD 27      -  29 02 59.86300(N)    090 42 58.54500(W) AD(       ) 2
 AU3053
 AU3053.Superseded values are not recommended for survey control.
 AU3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3053.See file dsdata.txt to determine how the superseded data were derived.
 AU3053
 AU3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2235115699(NAD 83)
 AU3053_MARKER: DS = TRIANGULATION STATION DISK
 AU3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3053
 AU3053  HISTORY     - Date     Condition        Report By
 AU3053  HISTORY     - 1928     MONUMENTED       CGS
 AU3053  HISTORY     - 1952     POOR             CGS
 AU3053  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU3053
 AU3053                          STATION DESCRIPTION
 AU3053
 AU3053'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3053'STATION IS ABOUT 21 MILES W OF TIMBALIER LIGHT, ON THE S SIDE
 AU3053'OF LAKE PELTO, ON ISLE DERNIERE, AND ABOUT 40 METERS (130 FEET)
 AU3053'N OF THE POINT AT WHICH TRINITY BAYOU CONNECTS WITH TRINITY
 AU3053'BAY.
 AU3053'
 AU3053'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3053'SET IN ROUND CONCRETE MONUMENTS.
 AU3053'
 AU3053'REFERENCE MARK NO. 1 IS 13.42 METERS (44.0 FEET) FROM THE
 AU3053'STATION N 08 DEG 44 MIN W.
 AU3053'
 AU3053'REFERENCE MARK NO. 2 IS 13.03 METERS (42.7 FEET) FROM THE
 AU3053'STATION S 41 DEG 22 MIN W.
 AU3053
 AU3053                          STATION RECOVERY (1952)
 AU3053
 AU3053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3053'STATION WAS RECOVERED IN POOR CONDITION.  THE REFERENCE MARKS
 AU3053'WERE RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 AU3053'IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 AU3053'
 AU3053'STATION IS LOCATED ON AN ISLAND ON THE S SIDE OF LAKE PELTO
 AU3053'AND E OF WHISKEY PASS, 82 FT. NW OF THE SHORELINE OF TRINITY
 AU3053'BAY, AND A SHORT DISTANCE E OF THE MOUTH OF TRINITY BAYOU.
 AU3053'THE DISK HAS BEEN REMOVED.
 AU3053'
 AU3053'REFERENCE MARK 1 IS 126 FT. NW OF THE SHORELINE OF TRINITY
 AU3053'BAY.  IT IS A STANDARD DISK, STAMPED PELTO NO 1 1928 AND
 AU3053'SET IN A CONCRETE-FILLED TILE PROJECTING 3 IN. ABOVE THE
 AU3053'GROUND.
 AU3053'
 AU3053'REFERENCE MARK 2 IS 55 FT. NW OF THE SHORELINE OF TRINITY
 AU3053'BAY.  IT IS A STANDARD DISK, STAMPED PELTO NO 2 1928 AND
 AU3053'SET IN A CONCRETE-FILLED TILE PROJECTING 3 IN. ABOVE THE
 AU3053'GROUND.
 AU3053
 AU3053                          STATION RECOVERY (1965)
 AU3053
 AU3053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3053'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AU3053'FOUND.  AND BELIEVED LOST BY BEACH EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4666 ***********************************************************************
 BJ4666  DESIGNATION -  PEN
 BJ4666  PID         -  BJ4666
 BJ4666  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4666  USGS QUAD   -  FELPS (1984)
 BJ4666
 BJ4666                         *CURRENT SURVEY CONTROL
 BJ4666  ___________________________________________________________________
 BJ4666* NAD 83(1992)-  30 52 50.21398(N)    090 55 15.74145(W)     ADJUSTED  
 BJ4666* NAVD 88     -        92.75   (+/-2cm)     304.3    (feet)  VERTCON   
 BJ4666  ___________________________________________________________________
 BJ4666  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4666  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4666
 BJ4666  HORZ ORDER  -  FIRST
 BJ4666  VERT ORDER  -  THIRD ? (See Below)
 BJ4666
 BJ4666.The horizontal coordinates were established by classical geodetic methods
 BJ4666.and adjusted by the National Geodetic Survey in May 1994..
 BJ4666
 BJ4666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4666.The vertical order pertains to the NGVD 29 superseded value.
 BJ4666
 BJ4666.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4666
 BJ4666.The geoid height was determined by GEOID03.
 BJ4666
 BJ4666;                    North         East     Units Scale Factor Converg.
 BJ4666;SPC LA S     -   263,958.811 1,039,426.434   MT  1.00004340   +0 12 22.1
 BJ4666;SPC LA S     -   866,004.87  3,410,184.89   sFT  1.00004340   +0 12 22.1
 BJ4666;SPC MS W     -   153,189.294   643,804.112   MT  0.99998894   -0 18 05.9
 BJ4666;SPC MS W     -   502,588.54  2,112,213.99   sFT  0.99998894   -0 18 05.9
 BJ4666;UTM  15      - 3,418,222.269   698,737.805   MT  1.00008723   +1 04 02.6
 BJ4666
 BJ4666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4666!SPC LA S     -   0.99998971  x   1.00004340  =   1.00003311
 BJ4666!SPC MS W     -   0.99998971  x   0.99998894  =   0.99997865
 BJ4666!UTM  15      -   0.99998971  x   1.00008723  =   1.00007694
 BJ4666
 BJ4666|---------------------------------------------------------------------|
 BJ4666| PID    Reference Object                     Distance      Geod. Az  |
 BJ4666|                                                           dddmmss.s |
 BJ4666| BJ3583 PEN RM 1                             32.578 METERS 06754     |
 BJ4666| CW2176 PEN AZ MK                                          0773233.2 |
 BJ4666| BJ3584 PEN AZ MK 2                         APPROX. 0.6 KM 0781611.5 |
 BJ4666| BJ4670 CLINTON LA P L MICROWAVE            APPROX. 1.2 KM 0784009.0 |
 BJ4666| BJ4669 CLINTON TRANSCON GAS MICROWAVE      APPROX. 2.0 KM 0794951.5 |
 BJ4666| CW2177 PEN RM 2                             30.100 METERS 17349     |
 BJ4666| BJ4679 ST PETERS                           APPROX.11.1 KM 2244204.2 |
 BJ4666| BJ4671 PEN RM A                             25.407 METERS 33408     |
 BJ4666|---------------------------------------------------------------------|
 BJ4666
 BJ4666                          SUPERSEDED SURVEY CONTROL
 BJ4666
 BJ4666  NAD 83(1992)-  30 52 50.21606(N)    090 55 15.74145(W) AD(       ) 1
 BJ4666  NAD 83(1986)-  30 52 50.23125(N)    090 55 15.73740(W) AD(       ) 1
 BJ4666  NAD 27      -  30 52 49.58038(N)    090 55 15.36624(W) AD(       ) 1
 BJ4666  NGVD 29 (11/02/92)   92.72   (m)          304.2    (f) LEVELING    3  
 BJ4666
 BJ4666.Superseded values are not recommended for survey control.
 BJ4666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4666.See file dsdata.txt to determine how the superseded data were derived.
 BJ4666
 BJ4666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9873818222(NAD 83)
 BJ4666_MARKER: DS = TRIANGULATION STATION DISK
 BJ4666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4666
 BJ4666  HISTORY     - Date     Condition        Report By
 BJ4666  HISTORY     - 1939     MONUMENTED       CGS
 BJ4666  HISTORY     - 1941     GOOD             CGS
 BJ4666  HISTORY     - 1954     GOOD             CGS
 BJ4666  HISTORY     - 1966     GOOD             CGS
 BJ4666  HISTORY     - 1970     GOOD             NGS
 BJ4666  HISTORY     - 1975     SEE DESCRIPTION  NGS
 BJ4666
 BJ4666                          STATION DESCRIPTION
 BJ4666
 BJ4666'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4666'THE STATION IS LOCATED 5.5 MILES ENE OF CLINTON AND 2.5 MILES
 BJ4666'WSW OF HEPIZBAH.
 BJ4666'
 BJ4666'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4666'BRONZE DISKS SET IN CONCRETE.
 BJ4666'
 BJ4666'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE E OF THE STATION
 BJ4666'ON THE RIGHT (S) SIDE OF THE ROAD, 18 FEET E OF THE CENTER
 BJ4666'LINE OF A WOODS ROAD, 42 FEET E OF A N AND S FENCE, 6 FEET
 BJ4666'SSW OF A 14-INCH PINE TREE, AND 60 FEET S OF THE CENTER
 BJ4666'LINE OF LOUISIANA STATE ROUTE 35.  MARK PROJECTS
 BJ4666'5 INCHES AND IS STAMPED PEN 1939.
 BJ4666'
 BJ4666'REFERENCE MARK NO. 1 IS 32.577 METERS (106.88 FEET) ENE OF
 BJ4666'THE STATION, 68.5 FEET N OF THE CENTER LINE OF LOUISIANA
 BJ4666'STATE 35.  34.5 FEET N OF A FENCE LINE.  MARK
 BJ4666'PROJECTS 4 INCHES AND IS STAMPED PEN NO. 1 1939.  REFERENCE
 BJ4666'MARK NO. 2 IS 30.099 METERS (98.75 FEET) S OF THE STATION
 BJ4666'AND 44 FEET S OF THE CENTER LINE OF LOUISIANA STATE ROUTE
 BJ4666'35.  MARK PROJECTS 5 INCHES AND IS STAMPED PEN
 BJ4666'NO. 2 1939.
 BJ4666'
 BJ4666'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT IRWIN.
 BJ4666'
 BJ4666'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT ALLEN.
 BJ4666'
 BJ4666'A 64-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT DELEE.
 BJ4666'
 BJ4666'A 77-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT HURST.
 BJ4666'
 BJ4666'A 77-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT CARMEL.
 BJ4666'
 BJ4666'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO E
 BJ4666'ON LOUISIANA STATE ROUTE 35 FOR 5.85 MILES TO THE STATION
 BJ4666'IN A SMALL CLEARING ON THE LEFT SIDE OF THE ROAD, JUST AFTER
 BJ4666'PASSING THE TOP OF THE HILL.  THE STATION IS 21 FEET NE
 BJ4666'OF A TRIANGULAR-BLAZED PINE TREE, 54 FEET N OF THE CENTER
 BJ4666'LINE OF LOUISIANA STATE ROUTE 35, AND 31.5 FEET N OF THE
 BJ4666'FENCE LINE.  MARK  PROJECTS 6 INCHES AND
 BJ4666'IS STAMPED PEN 1939.
 BJ4666'
 BJ4666'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4666
 BJ4666                          STATION RECOVERY (1941)
 BJ4666
 BJ4666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RCO)
 BJ4666'RECOVERED AS DESCRIBED.
 BJ4666
 BJ4666                          STATION RECOVERY (1954)
 BJ4666
 BJ4666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4666'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN
 BJ4666'GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 BJ4666'STATION WITHOUT CONSIDERABLE CLEARING.  THE ORIGINAL DESCRIPTION
 BJ4666'IS ADEQUATE.
 BJ4666
 BJ4666                          STATION RECOVERY (1966)
 BJ4666
 BJ4666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4666'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 BJ4666'MARK WERE RECOVERED IN GOOD CONDITION AND ARE AS DESCRIBED
 BJ4666'IN 1939.  A CHECK OF DISTANCE AND DIRECTION TO THE REFERENCE
 BJ4666'MARKS WAS MADE AND WERE FOUND TO BE CORRECT.  DUE TO GROWTH
 BJ4666'OF PLANTED PINE TREES THE AZIMUTH MARK IS NOT VISIBLE FROM
 BJ4666'THE GROUND OR THE TOWER.  NO SUITABLE PLACE WAS FOUND TO
 BJ4666'ESTABLISH A NEW AZIMUTH MARK.
 BJ4666'
 BJ4666'THE HIGHWAY ROUTE 35 MENTIONED IN THE ORIGINAL DESCRIPTION
 BJ4666'HAS CHANGED AND IS NOW STATE HIGHWAY 10.  A NEW ROUTE TO
 BJ4666'THE STATION FOLLOWS.
 BJ4666'
 BJ4666'TO REACH FROM THE SOUTHEAST CORNER OF THE CLINTON COURT
 BJ4666'HOUSE SQUARE, GO EAST ON STATE HIGHWAYS 10 AND 67 FOR 0.15
 BJ4666'MILE TO WHERE HIGHWAY 67 TURNS RIGHT, CONTINUE STRAIGHT
 BJ4666'AHEAD ON HIGHWAY 10 FOR 5.75 MILES TO THE STATION ON THE LEFT,
 BJ4666'NORTH SIDE OF ROAD.  CONTINUE EAST ON STATE HIGHWAY 10 FOR
 BJ4666'0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF
 BJ4666'ROAD.
 BJ4666'
 BJ4666'HEIGHT OF LIGHT ABOVE STATION MARK 30.24 METERS.
 BJ4666
 BJ4666                          STATION RECOVERY (1970)
 BJ4666
 BJ4666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4666'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 BJ4666'
 BJ4666'THE STATION MARK, PEN RM A 1966, REFERENCE MARK 1, REFERENCE MARK 2
 BJ4666'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 BJ4666'CONDITION. REFERENCE MARK 1 AND THE AZIMUTH MARK COULD NOT BE USED
 BJ4666'BECAUSE OF THE GROWTH OF THE TREES.  A NEW DESCRIPTION FOLLOWS.
 BJ4666'
 BJ4666'THE STATION MARK IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF CLINTON,
 BJ4666'5-3/4 MILES WEST OF PLANER MILLS AND 4-3/4 MILES NORTHWEST OF
 BJ4666'HATCHERSVILLE IN THE NORTH CENTRAL PART OF SECTION 79, T2S, R3E ON
 BJ4666'PROPERTY OF MRS. MARY D. HAIRE, POST OFFICE BOX 242, BOONEVILLE,
 BJ4666'ARKANSAS, 72927.
 BJ4666'
 BJ4666'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT HOUSE
 BJ4666'SQUARE IN CLINTON, GO EAST ON STATE HIGHWAY 10 FOR 0.15 MILE TO A
 BJ4666'SIDE ROAD RIGHT (JUNCTION WITH STATE HIGHWAY 67).  CONTINUE EAST ON
 BJ4666'STATE HIGHWAY 10 FOR 6.2 MILES TO THE STATION ON THE LEFT.
 BJ4666'
 BJ4666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 BJ4666'10 FOR 0.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BJ4666'
 BJ4666'THE STATION MARK IS A STANDARD DISK, STAMPED PEN 1939, SET IN THE TOP
 BJ4666'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BJ4666'54 FEET NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 10, 22 FEET
 BJ4666'NORTHEAST OF AN 8 INCH PINE TREE AND 16 FEET SOUTHWEST OF A
 BJ4666'14-INCH PINE TREE.
 BJ4666'
 BJ4666'PEN RM A 1966 IS A STANDARD DISK, STAMPED PEN RM A 1966, SET IN THE
 BJ4666'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 8 INCHES
 BJ4666'BELOW THE SURFACE OF THE GROUND.  IT IS 2 FEET NORTH-NORTHEAST OF A
 BJ4666'METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4666'
 BJ4666'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEN NO 1 1939, SET IN
 BJ4666'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 BJ4666'ABOVE THE SURFACE OF THE GROUND.  IT IS 69 FEET NORTH-NORTHWEST OF
 BJ4666'THE CENTER OF STATE HIGHWAY 10 AND 4.5 FEET WEST OF A 14-INCH
 BJ4666'PINE TREE.
 BJ4666'
 BJ4666'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PEN NO 2 1939, SET IN
 BJ4666'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 BJ4666'ABOVE THE SURFACE OF THE GROUND.  IT IS 43 FEET SOUTH-SOUTHEAST OF
 BJ4666'THE CENTER OF STATE HIGHWAY 10, 14 FEET SOUTH-SOUTHEAST OF A
 BJ4666'FENCE AND 2.7 FEET SOUTH-SOUTHWEST OF A 10-INCH PINE TREE.
 BJ4666'
 BJ4666'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PEN 1939, SET IN THE TOP
 BJ4666'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 BJ4666'THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTH-NORTHWEST OF A
 BJ4666'25-INCH PINE TREE, 61 FEET SOUTH-SOUTHEAST OF THE CENTER OF STATE
 BJ4666'HIGHWAY 10, 25 FEET SOUTH-SOUTHEAST OF A WIRE FENCE AND 10 FEET WEST
 BJ4666'OF A DIM OVERGROWN WOODS ROAD.
 BJ4666'
 BJ4666'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4666'
 BJ4666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 BJ4666'EAST OF CLINTON.
 BJ4666
 BJ4666                          STATION RECOVERY (1975)
 BJ4666
 BJ4666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BJ4666'THE STATION WAS VISITED 2-20-75 AND THE STATION SURFACE
 BJ4666'MARK WAS FOUND DISTURBED AND THE DISK MISSING.  A NEW DISK
 BJ4666'WAS SET IN THE CONCRETE MONUMENT AND THE CONCRETE MONUMENT
 BJ4666'WAS PLACED OVER THE UNDERGROUND DISK IN ITS ORIGINAL POSITION.
 BJ4666'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 BJ4666'REFERENCE MARK NO. 2 WAS DESTROYED BY ROAD CONSTRUCTION.
 BJ4666'REFERENCE MARK NO. 1 AND PEN R.M. A WERE FOUND IN GOOD
 BJ4666'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ4666'
 BJ4666'THE STATION IS LOCATED ABOUT 6 MILES ENE OF CLINTON, 5.75
 BJ4666'MILES WEST OF PLANER MILLS AND ABOUT 4.75 MILES NORTHWEST
 BJ4666'OF HATCHERVILLE.  IT IS IN THE NORTH CENTRAL PART OF SEC.
 BJ4666'79, T 2S, R 3E., ON THE PROPERTY OWNED BY THE LOUISIANA
 BJ4666'STATE HIGHWAY DEPARTMENT BORDERING PROPERTY OWNED BY MRS
 BJ4666'MARY D. HAIRE, OF BOONEVILLE ARKANSAS.  IT IS ON AN 8 FOOT
 BJ4666'CUT BANK, 53 FEET NORTH OF THE CENTER OF STATE HIGHWAY 10,
 BJ4666'132 FEET EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH
 BJ4666'THROUGH THE CUT BANK, 1 FOOT NORTH OF A METAL WITNESS POST,
 BJ4666'AND 1 FOOT SOUTH OF ANOTHER WITNESS POST.  THE DISK IS
 BJ4666'STAMPED PEN 1939 1975, FLUSH WITH THE GROUND.
 BJ4666'
 BJ4666'REFERENCE MARK NO. 1 IS 106.86 FEET EAST OF THE STATION.
 BJ4666'IT IS 60 FEET NORTH OF THE CENTER OF STATE HIGHWAY 10, 238
 BJ4666'FEET EAST OF THE CENTER OF THE DRIVEWAY LEADING NORTH THROUGH
 BJ4666'THE CUT BANK AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 BJ4666'IT IS A REFERENCE MARK DISK STAMPED PEN NO 1 1939 PROJECTING
 BJ4666'4 INCHES.
 BJ4666'
 BJ4666'PEN R.M. A IS 83.38 FEET NORTH OF THE STATION, 133 FEET NORTH
 BJ4666'OF THE CENTER OF STATE HIGHWAY 10, 30 FEET NORTH OF THE
 BJ4666'CENTER OF AN OLD WOODS ROAD AND 1 FOOT NORTHEAST OF A METAL
 BJ4666'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED PEN R.M.
 BJ4666'A 1966 FLUSH WITH THE GROUND.
 BJ4666'
 BJ4666'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 BJ4666'SQUARE IN CLINTON, GO EASTERLY ON STATE HIGHWAY 10 AND 67
 BJ4666'FOR 0.15 MILE, CONTINUE EAST ON STATE HIGHWAY 10 FOR 6.2
 BJ4666'MILES TO THE STATION ON THE LEFT ON THE TOP OF A CUT BANK.
 BJ4666'
 BJ4666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 BJ4666'EAST OF CLINTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3584 ***********************************************************************
 BJ3584  DESIGNATION -  PEN AZ MK 2
 BJ3584  PID         -  BJ3584
 BJ3584  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3584  USGS QUAD   -  FELPS (1984)
 BJ3584
 BJ3584                         *CURRENT SURVEY CONTROL
 BJ3584  ___________________________________________________________________
 BJ3584* NAD 83(1992)-  30 52 54.29920(N)    090 54 52.92683(W)     ADJUSTED  
 BJ3584* NAVD 88     -        81.483  (meters)     267.33   (feet)  ADJUSTED  
 BJ3584  ___________________________________________________________________
 BJ3584  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BJ3584  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3584  DYNAMIC HT  -          81.378 (meters)     266.99  (feet)  COMP
 BJ3584  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BJ3584
 BJ3584  HORZ ORDER  -  THIRD
 BJ3584  VERT ORDER  -  SECOND    CLASS I
 BJ3584
 BJ3584.The horizontal coordinates were established by classical geodetic methods
 BJ3584.and adjusted by the National Geodetic Survey in May 1994..
 BJ3584.No horizontal observational check was made to the station.
 BJ3584
 BJ3584.The orthometric height was determined by differential leveling
 BJ3584.and adjusted by the National Geodetic Survey in February 1994..
 BJ3584
 BJ3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3584
 BJ3584.The geoid height was determined by GEOID03.
 BJ3584
 BJ3584.The dynamic height is computed by dividing the NAVD 88
 BJ3584.geopotential number by the normal gravity value computed on the
 BJ3584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3584.degrees latitude (g = 980.6199 gals.).
 BJ3584
 BJ3584.The modeled gravity was interpolated from observed gravity values.
 BJ3584
 BJ3584;                    North         East     Units Scale Factor Converg.
 BJ3584;SPC LA S     -   264,086.823 1,040,031.997   MT  1.00004370   +0 12 33.6
 BJ3584;SPC LA S     -   866,424.85  3,412,171.64   sFT  1.00004370   +0 12 33.6
 BJ3584;UTM  15      - 3,418,359.376   699,341.403   MT  1.00009020   +1 04 14.4
 BJ3584
 BJ3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3584!SPC LA S     -   0.99999148  x   1.00004370  =   1.00003518
 BJ3584!UTM  15      -   0.99999148  x   1.00009020  =   1.00008168
 BJ3584
 BJ3584                          SUPERSEDED SURVEY CONTROL
 BJ3584
 BJ3584  NAD 83(1992)-  30 52 54.30128(N)    090 54 52.92685(W) AD(       ) 3
 BJ3584  NAD 83(1986)-  30 52 54.31645(N)    090 54 52.92279(W) AD(       ) 3
 BJ3584  NGVD 29 (11/02/92)   81.62   (m)          267.8    (f) LEVELING    3  
 BJ3584
 BJ3584.Superseded values are not recommended for survey control.
 BJ3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3584.See file dsdata.txt to determine how the superseded data were derived.
 BJ3584
 BJ3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9934118359(NAD 83)
 BJ3584_MARKER: DZ = AZIMUTH MARK DISK
 BJ3584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3584_SP_SET: CONCRETE POST
 BJ3584_STAMPING: PEN 1939 1985
 BJ3584_MARK LOGO: LADTD 
 BJ3584_PROJECTION: FLUSH
 BJ3584_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3584+STABILITY: SURFACE MOTION
 BJ3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3584+SATELLITE: SATELLITE OBSERVATIONS - 1984
 BJ3584
 BJ3584  HISTORY     - Date     Condition        Report By
 BJ3584  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3584  HISTORY     - 1984     GOOD             LADTD
 BJ3584
 BJ3584                          STATION DESCRIPTION
 BJ3584
 BJ3584'DESCRIBED BY LA TRANSP AND DEV 1984 (SLC)
 BJ3584'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) EAST NORTHEAST OF
 BJ3584'CLINTON AND 8.6 KM (5.35 MI) WEST OF PLANER MILLS.  --OWNERSHIP
 BJ3584'LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3584' 
 BJ3584'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 BJ3584'SQUARE IN CLINTON, GO EASTERLY ON STATE HIGHWAYS 10 AND 67 FOR 0.2 KM
 BJ3584'(0.15 MI), THENCE CONTINUE EAST ON HIGHWAY 10 FOR 10.6 KM (6.6 MI) TO
 BJ3584'THE STATION ON THE RIGHT NEAR A POWER POLE.
 BJ3584' 
 BJ3584'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--PEN 1939
 BJ3584'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ3584'CM IN DIAMETER FLUSH WITH GROUND LOCATED 50 FT (15.2 M) SSE FROM THE
 BJ3584'CENTER OF THE HIGHWAY, 30 FT (9.1 M) W FROM A RIGHT-OF-WAY MARKER, 13
 BJ3584'FT (4 M) NNW FROM A POWER POLE NUMBER 114, 11 FT (3.4 M) NNW FROM THE
 BJ3584'EAST-WEST RIGHT-OF-WAY FENCE, AND 10.5 FT (3.2 M) NNW FROM A METAL
 BJ3584'WITNESS POST WITH SIGN ATTACHED.
 BJ3584
 BJ3584                          STATION RECOVERY (1984)
 BJ3584
 BJ3584'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3584'10.6 KM (6.6 MI) EAST FROM CLINTON.
 BJ3584'ABOUT 10.5 KM (6.55 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3584'IN CLINTON TO THE AZIMUTH MARK ON THE LEFT NEAR A POWER POLE,
 BJ3584'15.5 METERS (51 FT) SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 10,
 BJ3584'9.1 METERS (30 FT) WEST OF A RIGHT-OF-WAY MARKER, 4 METERS (13 FT)
 BJ3584'NORTH-NORTHWEST OF POWER POLE NUMBER 114, AND 3.5 METERS (11.5 FT)
 BJ3584'NORTH-NORTHWEST OF A NET WIRE FENCE.
 BJ3584'THE MARK IS 3.35 METERS  NW FROM A WITNESS POST.
 BJ3584'THE MARK IS 0.91 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3581 ***********************************************************************
 BJ3581  DESIGNATION -  PEN RESET
 BJ3581  PID         -  BJ3581
 BJ3581  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3581  USGS QUAD   -  FELPS (1984)
 BJ3581
 BJ3581                         *CURRENT SURVEY CONTROL
 BJ3581  ___________________________________________________________________
 BJ3581* NAD 83(1986)-  30 52 51.     (N)    090 55 15.     (W)     SCALED    
 BJ3581* NAVD 88     -        92.587  (meters)     303.76   (feet)  ADJUSTED  
 BJ3581  ___________________________________________________________________
 BJ3581  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3581  DYNAMIC HT  -          92.467 (meters)     303.37  (feet)  COMP
 BJ3581  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BJ3581
 BJ3581  VERT ORDER  -  SECOND    CLASS I
 BJ3581
 BJ3581.The horizontal coordinates were scaled from a topographic map and have
 BJ3581.an estimated accuracy of +/- 6 seconds.
 BJ3581
 BJ3581.The orthometric height was determined by differential leveling
 BJ3581.and adjusted by the National Geodetic Survey in February 1994..
 BJ3581
 BJ3581.The geoid height was determined by GEOID03.
 BJ3581
 BJ3581.The dynamic height is computed by dividing the NAVD 88
 BJ3581.geopotential number by the normal gravity value computed on the
 BJ3581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3581.degrees latitude (g = 980.6199 gals.).
 BJ3581
 BJ3581.The modeled gravity was interpolated from observed gravity values.
 BJ3581
 BJ3581;                    North         East    Units  Estimated Accuracy
 BJ3581;SPC LA S     -   263,980.    1,039,450.      MT  (+/- 180 meters Scaled)
 BJ3581
 BJ3581                          SUPERSEDED SURVEY CONTROL
 BJ3581
 BJ3581.No superseded survey control is available for this station.
 BJ3581
 BJ3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ987182(NAD 83)
 BJ3581_MARKER: DS = TRIANGULATION STATION DISK
 BJ3581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3581_SP_SET: CONCRETE POST
 BJ3581_STAMPING: PEN 1939 1975
 BJ3581_MARK LOGO: NGS   
 BJ3581_PROJECTION: FLUSH
 BJ3581_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3581+STABILITY: SURFACE MOTION
 BJ3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3581+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1986
 BJ3581
 BJ3581  HISTORY     - Date     Condition        Report By
 BJ3581  HISTORY     - 1975     MONUMENTED       NGS
 BJ3581  HISTORY     - 1984     GOOD             LADTD
 BJ3581  HISTORY     - 19860101 GOOD             NGS
 BJ3581
 BJ3581                          STATION DESCRIPTION
 BJ3581
 BJ3581'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3581'10 KM (6.2 MI) EAST FROM CLINTON.
 BJ3581'ABOUT 10 KM (6.2 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3581'CLINTON TO THE STATION MARK ON THE LEFT SET ON AN 8 FOOT CUT BANK WITH
 BJ3581'TWO WITNESS POSTS, 40.2 METERS (132 FT) EAST OF THE CENTER OF A
 BJ3581'DRIVEWAY LEADING NORTH THROUGH CUT BANK, 16.2 METERS (53 FT) NORTH OF
 BJ3581'THE CENTER OF HIGHWAY 10, AND 0.3 METER (1 FT) SOUTH OF A WITNESS
 BJ3581'POST.
 BJ3581'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3581'THE MARK IS 1.52 M ABOVE HIGHWAY 10.
 BJ3581
 BJ3581                          STATION RECOVERY (1986)
 BJ3581
 BJ3581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BJ3581'THE STATION MARK AND REFERENCE MARK NUMBER 1 WAS RECOVERED IN GOOD
 BJ3581'CONDITION.  STATION MARK PEN 1935 RM A 1966 WAS ALSO RECOVERED IN GOOD
 BJ3581'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  THE
 BJ3581'DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
 BJ3581'THE PREVIOUS PUBLISHED DATA.  AT THIS TIME A NEW AZIMUTH MARK WAS SET.
 BJ3581'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ3581' 
 BJ3581'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST NORTHEAST OF CLINTON,
 BJ3581'9.3 KM (5.75 MI) WEST OF PLANER MILLS, AND 7.6 KM (4.75 MI) NORTHWEST
 BJ3581'OF HATCHERVILLE, IN THE NORTH CENTRAL PART OF SECTION 79, T 2 S, R 3
 BJ3581'E, --OWNERSHIP LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3581'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 BJ3581'SQUARE IN CLINTON, GO EASTERLY ON STATE HIGHWAYS 10 AND 67 FOR 0.2 KM
 BJ3581'(0.15 MI), THENCE CONTINUE EAST ON HIGHWAY 10 FOR 10 KM (6.2 MI) TO
 BJ3581'THE STATION ON THE LEFT ON THE TOP OF A CUT BANK.
 BJ3581' 
 BJ3581'THE STATION IS A STANDARD NGS DISK STAMPED--PEN 1939 1975--, SET INTO
 BJ3581'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 BJ3581'FLUSH WITH GROUND LOCATED 132 FT (40.2 M) E FROM THE CENTER OF A DRIVE
 BJ3581'LEADING NORTH THROUGH CUT BANK, 53.5 FT (16.3 M) N FROM THE CENTER OF
 BJ3581'THE HIGHWAY, 53.5 FT (16.3 M) SW FROM A RIGHT-OF-WAY MARKER, AND 1.5
 BJ3581'FT (0.5 M) S FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3581' 
 BJ3581'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 BJ3581' 
 BJ3581'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--PEN NO 1 1939--,
 BJ3581'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BJ3581'DIAMETER PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED 237.5
 BJ3581'FT (72.4 M) E FROM THE CENTER OF A DRIVE LEADING NORTH THROUGH CUT
 BJ3581'BANK, 60 FT (18.3 M) N FROM THE CENTER OF THE HIGHWAY, 52 FT (15.8 M)
 BJ3581'E FROM A RIGHT-OF-WAY MARKER, AND 1.5 FT (0.5 M) W FROM A METAL
 BJ3581'WITNESS POST WITH SIGN ATTACHED.
 BJ3581' 
 BJ3581'REFERENCE MARK NO A IS A STANDARD NGS DISK STAMPED--PEN RM A 1966--,
 BJ3581'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BJ3581'DIAMETER FLUSH WITH GROUND LOCATED 137 FT (41.8 M) N FROM THE CENTER
 BJ3581'OF THE HIGHWAY, 83 FT (25.3 M) N FROM THE STATION MARK, 30 FT (9.1 M)
 BJ3581'N FROM THE CENTER OF AN OLD WOODS ROAD RUNNING EAST-WEST, AND 1 FT
 BJ3581'(0.3 M) S FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3581' 
 BJ3581'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--PEN 1939 1985--, SET
 BJ3581'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BJ3581'DIAMETER FLUSH WITH GROUND LOCATED 50 FT (15.2 M) SSE FROM THE CENTER
 BJ3581'OF THE HIGHWAY, 30 FT (9.1 M) W FROM A RIGHT-OF-WAY MARKER, 13 FT (4
 BJ3581'M) NNW FROM A POWER POLE NUMBER 114, AND 10.5 FT (3.2 M) NNW FROM A
 BJ3581'METAL WITNESS POST WITH SIGN ATTACHED ON FENCELINE.
 BJ3581' 
 BJ3581'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO EAST ON STATE
 BJ3581'HIGHWAY 10 FOR ABOUT 0.6 KM (0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3583 ***********************************************************************
 BJ3583  DESIGNATION -  PEN RM 1
 BJ3583  PID         -  BJ3583
 BJ3583  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3583  USGS QUAD   -  FELPS (1984)
 BJ3583
 BJ3583                         *CURRENT SURVEY CONTROL
 BJ3583  ___________________________________________________________________
 BJ3583* NAD 83(1992)-  30 52 50.61191(N)    090 55 14.60503(W)     ADJUSTED  
 BJ3583* NAVD 88     -        92.221  (meters)     302.56   (feet)  ADJUSTED  
 BJ3583  ___________________________________________________________________
 BJ3583  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ3583  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3583  DYNAMIC HT  -          92.102 (meters)     302.17  (feet)  COMP
 BJ3583  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BJ3583
 BJ3583  HORZ ORDER  -  THIRD
 BJ3583  VERT ORDER  -  SECOND    CLASS I
 BJ3583
 BJ3583.The horizontal coordinates were established by classical geodetic methods
 BJ3583.and adjusted by the National Geodetic Survey in May 1994..
 BJ3583
 BJ3583.The orthometric height was determined by differential leveling
 BJ3583.and adjusted by the National Geodetic Survey in February 1994..
 BJ3583
 BJ3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3583
 BJ3583.The geoid height was determined by GEOID03.
 BJ3583
 BJ3583.The dynamic height is computed by dividing the NAVD 88
 BJ3583.geopotential number by the normal gravity value computed on the
 BJ3583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3583.degrees latitude (g = 980.6199 gals.).
 BJ3583
 BJ3583.The modeled gravity was interpolated from observed gravity values.
 BJ3583
 BJ3583;                    North         East     Units Scale Factor Converg.
 BJ3583;SPC LA S     -   263,971.175 1,039,456.576   MT  1.00004343   +0 12 22.7
 BJ3583;SPC LA S     -   866,045.43  3,410,283.78   sFT  1.00004343   +0 12 22.7
 BJ3583;UTM  15      - 3,418,235.086   698,767.760   MT  1.00008738   +1 04 03.2
 BJ3583
 BJ3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3583!SPC LA S     -   0.99998980  x   1.00004343  =   1.00003322
 BJ3583!UTM  15      -   0.99998980  x   1.00008738  =   1.00007717
 BJ3583
 BJ3583                          SUPERSEDED SURVEY CONTROL
 BJ3583
 BJ3583  NAD 83(1992)-  30 52 50.61400(N)    090 55 14.60502(W) AD(       ) 3
 BJ3583  NAD 83(1986)-  30 52 50.62923(N)    090 55 14.60084(W) AD(       ) 3
 BJ3583  NGVD 29 (11/02/92)   92.36   (m)          303.0    (f) LEVELING    3  
 BJ3583
 BJ3583.Superseded values are not recommended for survey control.
 BJ3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3583.See file dsdata.txt to determine how the superseded data were derived.
 BJ3583
 BJ3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9876818235(NAD 83)
 BJ3583_MARKER: DR = REFERENCE MARK DISK
 BJ3583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3583_SP_SET: CONCRETE POST
 BJ3583_STAMPING: PEN NO 1 1939
 BJ3583_MARK LOGO: CGS   
 BJ3583_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3583+STABILITY: SURFACE MOTION
 BJ3583
 BJ3583  HISTORY     - Date     Condition        Report By
 BJ3583  HISTORY     - 1939     MONUMENTED       CGS
 BJ3583  HISTORY     - 1984     GOOD             LADTD
 BJ3583
 BJ3583                          STATION DESCRIPTION
 BJ3583
 BJ3583'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3583'10 KM (6.2 MI) EAST FROM CLINTON.
 BJ3583'ABOUT 10 KM (6.2 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3583'CLINTON TO THE REFERENCE MARK ON THE LEFT, 72.5 METERS (238 FT) EAST
 BJ3583'OF THE CENTER OF A DRIVEWAY LEADING NORTH, 32.6 METERS (107 FT) EAST
 BJ3583'OF THE STATION MARK, AND 18.3 METERS (60 FT) NORTH OF THE CENTER OF
 BJ3583'HIGHWAY 10.
 BJ3583'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3583'THE MARK IS 1.52 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3582 ***********************************************************************
 BJ3582  DESIGNATION -  PEN RM A
 BJ3582  PID         -  BJ3582
 BJ3582  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3582  USGS QUAD   -  FELPS (1984)
 BJ3582
 BJ3582                         *CURRENT SURVEY CONTROL
 BJ3582  ___________________________________________________________________
 BJ3582* NAD 83(1986)-  30 52 51.     (N)    090 55 16.     (W)     SCALED    
 BJ3582* NAVD 88     -        91.463  (meters)     300.07   (feet)  ADJUSTED  
 BJ3582  ___________________________________________________________________
 BJ3582  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ3582  DYNAMIC HT  -          91.345 (meters)     299.69  (feet)  COMP
 BJ3582  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BJ3582
 BJ3582  VERT ORDER  -  SECOND    CLASS I
 BJ3582
 BJ3582.The horizontal coordinates were scaled from a topographic map and have
 BJ3582.an estimated accuracy of +/- 6 seconds.
 BJ3582
 BJ3582.The orthometric height was determined by differential leveling
 BJ3582.and adjusted by the National Geodetic Survey in February 1994..
 BJ3582
 BJ3582.The geoid height was determined by GEOID03.
 BJ3582
 BJ3582.The dynamic height is computed by dividing the NAVD 88
 BJ3582.geopotential number by the normal gravity value computed on the
 BJ3582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3582.degrees latitude (g = 980.6199 gals.).
 BJ3582
 BJ3582.The modeled gravity was interpolated from observed gravity values.
 BJ3582
 BJ3582;                    North         East    Units  Estimated Accuracy
 BJ3582;SPC LA S     -   263,980.    1,039,420.      MT  (+/- 180 meters Scaled)
 BJ3582
 BJ3582                          SUPERSEDED SURVEY CONTROL
 BJ3582
 BJ3582.No superseded survey control is available for this station.
 BJ3582
 BJ3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ987182(NAD 83)
 BJ3582_MARKER: DR = REFERENCE MARK DISK
 BJ3582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3582_SP_SET: CONCRETE POST
 BJ3582_STAMPING: PEN RM A 1966
 BJ3582_MARK LOGO: CGS   
 BJ3582_PROJECTION: FLUSH
 BJ3582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3582+STABILITY: SURFACE MOTION
 BJ3582
 BJ3582  HISTORY     - Date     Condition        Report By
 BJ3582  HISTORY     - 1966     MONUMENTED       CGS
 BJ3582  HISTORY     - 1984     GOOD             LADTD
 BJ3582
 BJ3582                          STATION DESCRIPTION
 BJ3582
 BJ3582'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3582'10 KM (6.2 MI) EAST FROM CLINTON.
 BJ3582'ABOUT 10 KM (6.2 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3582'CLINTON TO THE REFERENCE MARK ON THE LEFT, 40.5 METERS (133 FT) NORTH
 BJ3582'OF THE CENTER OF HIGHWAY 10, 25.3 METERS (83 FT) NORTH OF THE STATION
 BJ3582'MARK, AND 9.1 METERS (30 FT) NORTH OF THE CENTER OF AN OLD WOODS ROAD.
 BJ3582'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3582'THE MARK IS 1.52 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4671 ***********************************************************************
 BJ4671  DESIGNATION -  PEN RM A
 BJ4671  PID         -  BJ4671
 BJ4671  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4671  USGS QUAD   -  FELPS (1984)
 BJ4671
 BJ4671                         *CURRENT SURVEY CONTROL
 BJ4671  ___________________________________________________________________
 BJ4671* NAD 83(1992)-  30 52 50.95629(N)    090 55 16.15885(W)     ADJUSTED  
 BJ4671* NAVD 88     -        91.63   (+/-2cm)     300.6    (feet)  VERTCON   
 BJ4671  ___________________________________________________________________
 BJ4671  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4671  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4671
 BJ4671  HORZ ORDER  -  FIRST
 BJ4671  VERT ORDER  -  THIRD ? (See Below)
 BJ4671
 BJ4671.The horizontal coordinates were established by classical geodetic methods
 BJ4671.and adjusted by the National Geodetic Survey in May 1994..
 BJ4671
 BJ4671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4671.The vertical order pertains to the NGVD 29 superseded value.
 BJ4671
 BJ4671.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4671
 BJ4671.The geoid height was determined by GEOID03.
 BJ4671
 BJ4671;                    North         East     Units Scale Factor Converg.
 BJ4671;SPC LA S     -   263,981.632 1,039,415.264   MT  1.00004345   +0 12 21.9
 BJ4671;SPC LA S     -   866,079.74  3,410,148.25   sFT  1.00004345   +0 12 21.9
 BJ4671;SPC MS W     -   153,212.212   643,793.146   MT  0.99998896   -0 18 06.2
 BJ4671;SPC MS W     -   502,663.73  2,112,178.01   sFT  0.99998896   -0 18 06.2
 BJ4671;UTM  15      - 3,418,244.921   698,726.293   MT  1.00008718   +1 04 02.4
 BJ4671
 BJ4671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4671!SPC LA S     -   0.99998989  x   1.00004345  =   1.00003334
 BJ4671!SPC MS W     -   0.99998989  x   0.99998896  =   0.99997885
 BJ4671!UTM  15      -   0.99998989  x   1.00008718  =   1.00007707
 BJ4671
 BJ4671:                Primary Azimuth Mark                     Grid Az
 BJ4671:SPC LA S     -  PLANER                                   078 15 36.4
 BJ4671:SPC MS W     -  PLANER                                   078 46 04.5
 BJ4671:UTM  15      -  PLANER                                   077 23 55.9
 BJ4671
 BJ4671|---------------------------------------------------------------------|
 BJ4671| PID    Reference Object                     Distance      Geod. Az  |
 BJ4671|                                                           dddmmss.s |
 BJ4671| BJ4658 PLANER                              APPROX.10.4 KM 0782758.3 |
 BJ4671| BJ4666 PEN                                  25.407 METERS 15408     |
 BJ4671|---------------------------------------------------------------------|
 BJ4671
 BJ4671                          SUPERSEDED SURVEY CONTROL
 BJ4671
 BJ4671  NAD 83(1992)-  30 52 50.95833(N)    090 55 16.15882(W) AD(       ) 1
 BJ4671  NAD 83(1986)-  30 52 50.97355(N)    090 55 16.15477(W) AD(       ) 1
 BJ4671  NAD 27      -  30 52 50.32270(N)    090 55 15.78356(W) AD(       ) 1
 BJ4671  NGVD 29 (11/02/92)   91.60   (m)          300.5    (f) LEVELING    3  
 BJ4671
 BJ4671.Superseded values are not recommended for survey control.
 BJ4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4671.See file dsdata.txt to determine how the superseded data were derived.
 BJ4671
 BJ4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9872618245(NAD 83)
 BJ4671_MARKER: DS = TRIANGULATION STATION DISK
 BJ4671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4671+STABILITY: SURFACE MOTION
 BJ4671
 BJ4671  HISTORY     - Date     Condition        Report By
 BJ4671  HISTORY     - 1966     MONUMENTED       CGS
 BJ4671
 BJ4671                          STATION DESCRIPTION
 BJ4671
 BJ4671'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4671'TO REACH STATION PEN FROM THE SOUTHEAST CORNER OF THE COURT HOUSE
 BJ4671'SQUARE IN CLINTON, GO EAST ON STATE HIGHWAY 10 FOR 0.15 MILE TO A
 BJ4671'SIDE ROAD RIGHT (JUNCTION WITH STATE HIGHWAY 67).  CONTINUE EAST ON
 BJ4671'STATE HIGHWAY 10 FOR 6.2 MILES TO STATION PEN ON THE LEFT.
 BJ4671'
 BJ4671'STATION IS MARKED BY A STANDARD STATION MARK DISK, SET IN THE TOP OF
 BJ4671'A ROUND CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES BELOW THE SURFACE
 BJ4671'OF THE GROUND.  MARK IS 137 FEET NORTH OF THE CENTER OF STATE
 BJ4671'HIGHWAY 10, 28-1/2 FEET NORTH OF THE CENTER OF AN OLD LOGGING ROAD
 BJ4671'AND 15.5 FEET SOUTH OF A 12-INCH PINE TREE.
 BJ4671'
 BJ4671'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PEN 1939,
 BJ4671'DISTANCE BEING 25.406 METERS OR 83.35 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2342 ***********************************************************************
 AU2342  DESIGNATION -  PENCHANT
 AU2342  PID         -  AU2342
 AU2342  STATE/COUNTY-  LA/TERREBONNE
 AU2342  USGS QUAD   -  MORGAN CITY SE (1994)
 AU2342
 AU2342                         *CURRENT SURVEY CONTROL
 AU2342  ___________________________________________________________________
 AU2342* NAD 83(1992)-  29 31 37.53492(N)    091 05 59.56894(W)     ADJUSTED  
 AU2342* NAVD 88     -         2.34   (+/-2cm)       7.7  **(feet)  VERTCON   
 AU2342  **This station is located in a subsidence area (see below).
 AU2342  ___________________________________________________________________
 AU2342  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU2342  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AU2342
 AU2342  HORZ ORDER  -  SECOND
 AU2342  VERT ORDER  -  THIRD ? (See Below)
 AU2342
 AU2342.The horizontal coordinates were established by classical geodetic methods
 AU2342.and adjusted by the National Geodetic Survey in January 1993..
 AU2342
 AU2342 ** The orthometric height has not been validated since last determined
 AU2342 ** by differential leveling and should not be used for control purposes.
 AU2342 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2342 ** area with valid NAVD 88 orthometric heights.
 AU2342 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2342 ** epoch indicated which incorporates improved geoid heights for the
 AU2342 ** Southern Louisiana Subsidence area.
 AU2342 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2342.The vertical order pertains to the NGVD 29 superseded value.
 AU2342
 AU2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2342
 AU2342.The geoid height was determined by GEOID03.
 AU2342
 AU2342;                    North         East     Units Scale Factor Converg.
 AU2342;SPC LA S     -   113,871.749 1,022,630.122   MT  0.99995970   +0 07 00.2
 AU2342;SPC LA S     -   373,594.23  3,355,078.99   sFT  0.99995970   +0 07 00.2
 AU2342;UTM  15      - 3,267,890.474   684,142.296   MT  1.00001840   +0 56 12.2
 AU2342
 AU2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2342!SPC LA S     -   1.00000359  x   0.99995970  =   0.99996329
 AU2342!UTM  15      -   1.00000359  x   1.00001840  =   1.00002199
 AU2342
 AU2342|---------------------------------------------------------------------|
 AU2342| PID    Reference Object                     Distance      Geod. Az  |
 AU2342|                                                           dddmmss.s |
 AU2342| CV9268 PENCHANT RM 2                        35.172 METERS 15848     |
 AU2342| CV9267 PENCHANT RM 1                        22.917 METERS 23719     |
 AU2342| AU2338 AVOCA                               APPROX.12.2 KM 3533931.5 |
 AU2342|---------------------------------------------------------------------|
 AU2342
 AU2342                          SUPERSEDED SURVEY CONTROL
 AU2342
 AU2342  NAD 83(1986)-  29 31 37.56214(N)    091 05 59.56966(W) AD(       ) 2
 AU2342  NAD 27      -  29 31 36.79300(N)    091 05 59.20900(W) AD(       ) 2
 AU2342  NGVD 29 (07/19/86)    2.44   (m)            8.0    (f) LEVELING    3  
 AU2342
 AU2342.Superseded values are not recommended for survey control.
 AU2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2342.See file dsdata.txt to determine how the superseded data were derived.
 AU2342
 AU2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8414267890(NAD 83)
 AU2342_MARKER: DS = TRIANGULATION STATION DISK
 AU2342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2342_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2342
 AU2342  HISTORY     - Date     Condition        Report By
 AU2342  HISTORY     - 1934     MONUMENTED       CGS
 AU2342  HISTORY     - 1940     GOOD             CGS
 AU2342  HISTORY     - 1948     GOOD             CGS
 AU2342  HISTORY     - 1966     GOOD             CGS
 AU2342  HISTORY     - 1971     GOOD             LOCENG
 AU2342
 AU2342                          STATION DESCRIPTION
 AU2342
 AU2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU2342'STATION IS IN HARD MARSH ON S BANK OF BAYOU PENCHANT, ABOUT
 AU2342'1.1 MILES W OF ITS JUNCTION WITH TURTLE BAYOU, AT THE MOST
 AU2342'SOUTHERLY BEND IN THE BAYOU W OF THE JUNCTION, AT A POINT
 AU2342'WHERE THERE ARE A NUMBER OF TREES, ABOUT 20 METERS (65 FEET)
 AU2342'W OF A SMALL CANAL (KNOWN AS BAYOU PICAYUNE) THAT IS STOPPED
 AU2342'UP BY WATER LILIES, 22 METERS (70 FEET) INSHORE FROM BAYOU
 AU2342'PENCHANT AND 16.5 METERS (54 FEET) FROM A TRAPPERS CABIN.
 AU2342'
 AU2342'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2342'IN THE TOP OF A TILE.
 AU2342'
 AU2342'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU2342'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2342'PILE DRIVEN INTO THE MARSH, IS AT THE BASE OF A SMALL TREE
 AU2342'ON THE BANK OF BAYOU PENCHANT, IN HARD MARSH, AND 22.917
 AU2342'METERS (75.19 FEET) FROM THE STATION S 57 DEG 19 MIN W.
 AU2342'
 AU2342'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU2342'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2342'PILE DRIVEN INTO THE MARSH, IS 20 METERS (65 FEET) FROM THE
 AU2342'BAYOU AND 35.172 METERS (115.39 FEET) FROM THE STATION
 AU2342'S 21 DEG 12 MIN E.
 AU2342
 AU2342                          STATION RECOVERY (1940)
 AU2342
 AU2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WRC)
 AU2342'STATION AND REFERENCE MARK IN GOOD CONDITION.
 AU2342'
 AU2342'ORIGINAL DESCRIPTION ADEQUATE.
 AU2342
 AU2342                          STATION RECOVERY (1948)
 AU2342
 AU2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2342'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  THE
 AU2342'FOLLOWING SHOULD BE ADDED TO THE ORIGINAL DESCRIPTION--THE
 AU2342'CABIN REFERRED TO NO LONGER EXISTS.  R.M. 1 IS 1 FOOT FROM
 AU2342'THE EDGE OF THE BAYOU.  R.M. 2 COULD NOT BE FOUND.  THE AREA
 AU2342'WAS COVERED BY 2 FEET OF WATER AND HEAVY GRASS.
 AU2342
 AU2342                          STATION RECOVERY (1966)
 AU2342
 AU2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2342'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AU2342'MARK 1 WAS REPORTED LOST AT A PREVIOUS DATE.  REFERENCE MARK
 AU2342'2 WAS NOT RECOVERED AT THIS TIME.  THE ORIGINAL DESCRIPTION
 AU2342'IS IS ADEQUATE EXCEPT AS FOLLOWS.
 AU2342'
 AU2342'STATION MARK IS 150 YARDS WEST OF A SLIP FOR AN OIL WELL ON
 AU2342'THE SOUTH SHORE BAYOU PENCHANT, 50 FEET WEST OF A SMALL CANAL, 15
 AU2342'PACES SOUTH-SOUTHEAST OF BAYOU PENCHANT, 26 FEET SOUTHEAST OF AN
 AU2342'18-INCH WILLOW TREE, 3 FEET SOUTH OF A 3-INCH IRON PIPE
 AU2342'PROJECTING 3 FEET AND 2 FEET SOUTH OF A METAL WITNESS POST.
 AU2342'THE MARK IS STAMPED PENCHANT AND PROJECTS 3 INCHES.
 AU2342
 AU2342                          STATION RECOVERY (1971)
 AU2342
 AU2342'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (EA)
 AU2342'RECOVERED BY T. BAKER SMITH AND SON INC.
 AU2342'
 AU2342'PENCHANT 1934-GOOD CONDITION-4 IN ABOVE MARSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2968 ***********************************************************************
 BX2968  DESIGNATION -  PENDLETON
 BX2968  PID         -  BX2968
 BX2968  STATE/COUNTY-  LA/SABINE
 BX2968  USGS QUAD   -  SALTER CREEK (1985)
 BX2968
 BX2968                         *CURRENT SURVEY CONTROL
 BX2968  ___________________________________________________________________
 BX2968* NAD 83(1992)-  31 29 21.19940(N)    093 42 21.55227(W)     ADJUSTED  
 BX2968* NAVD 88     -        62.4    (meters)     205.     (feet)  VERTCON   
 BX2968  ___________________________________________________________________
 BX2968  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 BX2968  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX2968
 BX2968  HORZ ORDER  -  SECOND
 BX2968
 BX2968.The horizontal coordinates were established by classical geodetic methods
 BX2968.and adjusted by the National Geodetic Survey in February 1996..
 BX2968
 BX2968.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2968
 BX2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2968
 BX2968.The geoid height was determined by GEOID03.
 BX2968
 BX2968;                    North         East     Units Scale Factor Converg.
 BX2968;SPC LA N     -   110,318.074   885,424.270   MT  0.99994252   -0 38 15.4
 BX2968;SPC LA N     -   361,935.21  2,904,929.46   sFT  0.99994252   -0 38 15.4
 BX2968;SPC TX C     - 3,220,792.779 1,329,261.412   MT  0.99991787   +3 24 48.5
 BX2968;SPC TX C     -10,566,884.31  4,361,085.15   sFT  0.99991787   +3 24 48.5
 BX2968;UTM  15      - 3,484,037.872   432,947.982   MT  0.99965545   -0 22 07.6
 BX2968
 BX2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2968!SPC LA N     -   0.99999444  x   0.99994252  =   0.99993696
 BX2968!SPC TX C     -   0.99999444  x   0.99991787  =   0.99991231
 BX2968!UTM  15      -   0.99999444  x   0.99965545  =   0.99964989
 BX2968
 BX2968|---------------------------------------------------------------------|
 BX2968| PID    Reference Object                     Distance      Geod. Az  |
 BX2968|                                                           dddmmss.s |
 BX2968| CV9005 PENDLETON RM 1                       13.863 METERS 08140     |
 BX2968| CV9004 PENDLETON AZ MK                                    0874401.8 |
 BX2968| BX2969 PENDLETON 1972 RM 2                  17.094 METERS 30357     |
 BX2968|---------------------------------------------------------------------|
 BX2968
 BX2968                          SUPERSEDED SURVEY CONTROL
 BX2968
 BX2968  NAD 83(1992)-  31 29 21.20507(N)    093 42 21.54657(W) AD(       ) 2
 BX2968  NAD 83(1986)-  31 29 21.20745(N)    093 42 21.54704(W) AD(       ) 2
 BX2968  NAD 27      -  31 29 20.56132(N)    093 42 20.89204(W) AD(       ) 2
 BX2968  NGVD 29 (07/19/86)   62.5    (m)          205.     (f) VERT ANG       
 BX2968
 BX2968.Superseded values are not recommended for survey control.
 BX2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2968.See file dsdata.txt to determine how the superseded data were derived.
 BX2968
 BX2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3294884038(NAD 83)
 BX2968_MARKER: DS = TRIANGULATION STATION DISK
 BX2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2968+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 BX2968
 BX2968  HISTORY     - Date     Condition        Report By
 BX2968  HISTORY     - 1972     MONUMENTED       NGS
 BX2968  HISTORY     - 20010331 GOOD             NGS
 BX2968  HISTORY     - 20020504 GOOD             USPSQD
 BX2968  HISTORY     - 20060801 GOOD             GEOCAC
 BX2968
 BX2968                          STATION DESCRIPTION
 BX2968
 BX2968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2968'REFERENCE MARKS WERE MEASURED HOLDING 5 KGS. TENSION.
 BX2968'
 BX2968'THE STATION IS ABOUT 14 MILES SOUTHWEST OF MANY, 9 MILES NORTHEAST
 BX2968'OF MILAM, TEXAS, IN THE NORTHWEST 1/4 SECTION 21, T 6 N, R 13 W, AND
 BX2968'ON STATE OWNED PROPERTY.
 BX2968'
 BX2968'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX2968'STATE HIGHWAY 6 IN THE WEST EDGE OF MANY, GO WEST ON STATE HIGHWAY
 BX2968'6 FOR 11.85 MILES TO THE JUNCTION OF STATE HIGHWAY 475.  CONTINUE
 BX2968'WEST ON STATE HIGHWAY 6 FOR 3.0 MILES TO THE AZIMUTH MARK ON THE
 BX2968'LEFT.  CONTINUE WEST ON STATE HIGHWAY 6 FOR 0.2 MILE TO STATION
 BX2968'ON THE RIGHT, JUST BEFORE REACHING THE PENDLETON BRIDGE.
 BX2968'
 BX2968'THE STATION MARKS ARE STANDARD DISKS STAMPED PENDLETON 1971.  THE
 BX2968'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2968'MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 77
 BX2968'FEET NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 6, 54 FEET
 BX2968'EAST-NORTHEAST OF THE CENTER OF A PAVED ROAD, 44 FEET WEST OF A
 BX2968'POWERLINE POLE, AND 4.5 FEET NORTH-NORTHWEST OF A METAL
 BX2968'WITNESS POST AND FENCE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BX2968'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2968'
 BX2968'REFERENCE MARK 1, A STANDARD DISK STAMPED PENDLETON NO 1 1971, IS
 BX2968'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2968'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 77 FEET
 BX2968'NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 6, 16 FEET
 BX2968'NORTH OF THE POWERLINE POLE AND 1 FOOT NORTH OF THE FENCE.
 BX2968'
 BX2968'REFERENCE MARK 2, A STANDARD DISK STAMPED PENDLETON NO 2 1971, IS
 BX2968'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2968'PROJECTS 3-INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET
 BX2968'NORTHEAST OF THE CENTER OF THE PAVED ROAD, AND 14.5 FEET SOUTH OF A
 BX2968'12-INCH PINE TREE.
 BX2968'
 BX2968'THE AZIMUTH MARK, A STANDARD DISK STAMPED PENDLETON 1971, IS
 BX2968'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2968'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 74 FEET
 BX2968'SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 6, 47 FEET WEST
 BX2968'OF A GRAVELED DRIVEWAY, 6 FEET EAST OF A POWERLINE POLE AND 2 FEET
 BX2968'WEST-NORTHWEST OF A METAL WITNESS POST.
 BX2968'
 BX2968'NEAREST TOWN--MANY.
 BX2968
 BX2968                          STATION RECOVERY (2001)
 BX2968
 BX2968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2968'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2968
 BX2968                          STATION RECOVERY (2002)
 BX2968
 BX2968'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BX2968'MARK IS 1.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 BX2968
 BX2968                          STATION RECOVERY (2006)
 BX2968
 BX2968'RECOVERY NOTE BY GEOCACHING 2006 (LAD)
 BX2968'MARKER IS IN VERY GOOD SHAPE AND MARKED WITH A WITNESS MARKER OF WHITE
 BX2968'MEDAL WITH BLACK LETTERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2753 ***********************************************************************
 AU2753  DESIGNATION -  PEREZ
 AU2753  PID         -  AU2753
 AU2753  STATE/COUNTY-  LA/PLAQUEMINES
 AU2753  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2753
 AU2753                         *CURRENT SURVEY CONTROL
 AU2753  ___________________________________________________________________
 AU2753* NAD 83(1992)-  29 46 35.13210(N)    090 01 01.37404(W)     ADJUSTED  
 AU2753* NAVD 88     -         5.4  **(meters)      18.   **(feet)  VERTCON   
 AU2753  **This station is located in a subsidence area (see below).
 AU2753  ___________________________________________________________________
 AU2753  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2753  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AU2753
 AU2753  HORZ ORDER  -  SECOND
 AU2753
 AU2753.The horizontal coordinates were established by classical geodetic methods
 AU2753.and adjusted by the National Geodetic Survey in January 1993..
 AU2753
 AU2753 ** The orthometric height has not been validated since last determined
 AU2753 ** by differential leveling and should not be used for control purposes.
 AU2753 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2753 ** area with valid NAVD 88 orthometric heights.
 AU2753 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2753 ** epoch indicated which incorporates improved geoid heights for the
 AU2753 ** Southern Louisiana Subsidence area.
 AU2753 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2753
 AU2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2753
 AU2753.The geoid height was determined by GEOID03.
 AU2753
 AU2753;                    North         East     Units Scale Factor Converg.
 AU2753;SPC LA S     -   142,215.860 1,127,275.880   MT  0.99993337   +0 39 29.4
 AU2753;SPC LA S     -   466,586.53  3,698,404.28   sFT  0.99993337   +0 39 29.4
 AU2753;UTM  15      - 3,297,742.450   788,407.982   MT  1.00062642   +1 28 56.7
 AU2753;UTM  16      - 3,297,828.292   208,293.819   MT  1.00065003   -1 29 57.8
 AU2753
 AU2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2753!SPC LA S     -   1.00000315  x   0.99993337  =   0.99993652
 AU2753!UTM  15      -   1.00000315  x   1.00062642  =   1.00062958
 AU2753!UTM  16      -   1.00000315  x   1.00065003  =   1.00065319
 AU2753
 AU2753:                Primary Azimuth Mark                     Grid Az
 AU2753:SPC LA S     -  CHALMETTE KAISER ALUM STACK              010 42 40.0
 AU2753:UTM  15      -  CHALMETTE KAISER ALUM STACK              009 53 12.7
 AU2753:UTM  16      -  CHALMETTE KAISER ALUM STACK              012 52 07.2
 AU2753
 AU2753|---------------------------------------------------------------------|
 AU2753| PID    Reference Object                     Distance      Geod. Az  |
 AU2753|                                                           dddmmss.s |
 AU2753| AT1364 CHALMETTE KAISER ALUM STACK         APPROX.18.6 KM 0112209.4 |
 AU2753| AT1344 BELLE CHASSE MUNICIPAL TANK         APPROX. 7.0 KM 0135031.5 |
 AU2753| DD7532 PEREZ RM 1                           11.488 METERS 06956     |
 AU2753| DD7531 PEREZ AZ MK                                        1895302.2 |
 AU2753| AU2754 PEREZ LDH 1972 RM 2                  15.198 METERS 20747     |
 AU2753|---------------------------------------------------------------------|
 AU2753
 AU2753                          SUPERSEDED SURVEY CONTROL
 AU2753
 AU2753  NAD 83(1986)-  29 46 35.14608(N)    090 01 01.37579(W) AD(       ) 2
 AU2753  NAD 27      -  29 46 34.39441(N)    090 01 01.12106(W) AD(       ) 2
 AU2753  NGVD 29 (07/19/86)    5.5    (m)           18.     (f) VERT ANG       
 AU2753
 AU2753.Superseded values are not recommended for survey control.
 AU2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2753.See file dsdata.txt to determine how the superseded data were derived.
 AU2753
 AU2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8840897742(NAD 83)
 AU2753_MARKER: DD = SURVEY DISK
 AU2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2753
 AU2753  HISTORY     - Date     Condition        Report By
 AU2753  HISTORY     - 1972     MONUMENTED       LADH
 AU2753
 AU2753                          STATION DESCRIPTION
 AU2753
 AU2753'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2753'THE STATION IS LOCATED 5 MILES SOUTH OF BELLE CHASSE, 12 MILES
 AU2753'SOUTHEAST OF NEW ORLEANS AND NEAR BERTRAND VILLE, IN THE SOUTHWEST
 AU2753'QUARTER OF SECTION 2, T15S, R12E, AND ON THE PROPERTY OWNED BY
 AU2753'PLAQUEMINES LEVEE BOARD.
 AU2753'
 AU2753'TO REACH THE STATION FROM SCARSDALE AND THE BELLE CHASSE FERRY
 AU2753'LANDING, DRIVE SOUTH ALONG STATE HIGHWAY 39 FOR 5.5 MILES.  THE
 AU2753'STATION IS SET ON THE RIGHT AND WEST OF THE HIGHWAY ON TOP OF THE
 AU2753'MISSISSIPPI RIVER LEVEE.
 AU2753'
 AU2753'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG STATE
 AU2753'HIGHWAY 39 FOR 0.34 MILE.  THE MARK IS SET ON THE RIGHT AND WEST OF
 AU2753'THE HIGHWAY NEAR A POWER POLE.
 AU2753'
 AU2753'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2753'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2753'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND IN
 AU2753'A WATER METER BOX.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF
 AU2753'AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 AU2753'SURFACE.  THEY ARE STAMPED PEREZ 1972.  THE MARK IS 145 FEET
 AU2753'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME BUILDING, 112 FEET
 AU2753'SOUTH OF LEVEE STATION MARKER NO. 1189+835, 90 FEET WEST OF THE
 AU2753'CENTER OF STATE HIGHWAY 39, 65 FEET WEST OF A METAL WITNESS POST
 AU2753'AND SIGN, AND 10 FEET EAST OF THE EDGE OF A CONCRETE MAT ON THE RIVER
 AU2753'LEVEE.
 AU2753'
 AU2753'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2753'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2753'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2753'STAMPED PEREZ R.M.1 1972.  IT IS 84 FEET SOUTH OF LEVEE STATION
 AU2753'NO.  1189+835, 66 FEET WEST OF THE CENTER OF STATE HIGHWAY 39, AND
 AU2753'23 FEET EAST OF THE CENTER OF THE LEVEE.
 AU2753'
 AU2753'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2753'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2753'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2753'STAMPED PEREZ R.M.2 1972.  IT IS 138 FEET NORTHWEST OF A POWER
 AU2753'POLE, 85 FEET WEST OF THE CENTER OF STATE HIGHWAY 39, AND 10 FEET
 AU2753'EAST OF THE EDGE OF A CONCRETE MAT ON THE LEVEE.
 AU2753'
 AU2753'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2753'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2753'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2753'STAMPED PEREZ AZ. MK. 1972.  IT IS 70 FEET EAST NORTHEAST OF A
 AU2753'POWER POLE, 66 FEET WEST SOUTHWEST OF A POWER POLE WITH A
 AU2753'TRANSFORMER, 44 FEET WEST OF THE CENTER OF STATE HIGHWAY 39, AND
 AU2753'30 FEET WEST OF A METAL WITNESS POST AND SIGN.
 AU2753'
 AU2753'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4304 ***********************************************************************
 BJ4304  DESIGNATION -  PERILLOUX
 BJ4304  PID         -  BJ4304
 BJ4304  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4304  USGS QUAD   -  LAPLACE (1992)
 BJ4304
 BJ4304                         *CURRENT SURVEY CONTROL
 BJ4304  ___________________________________________________________________
 BJ4304* NAD 83(1992)-  30 04 46.69483(N)    090 27 41.42207(W)     ADJUSTED  
 BJ4304* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 BJ4304  **This station is located in a subsidence area (see below).
 BJ4304  ___________________________________________________________________
 BJ4304  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ4304  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BJ4304
 BJ4304  HORZ ORDER  -  FIRST
 BJ4304
 BJ4304.The horizontal coordinates were established by classical geodetic methods
 BJ4304.and adjusted by the National Geodetic Survey in January 1993..
 BJ4304
 BJ4304 ** The orthometric height has not been validated since last determined
 BJ4304 ** by differential leveling and should not be used for control purposes.
 BJ4304 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4304 ** area with valid NAVD 88 orthometric heights.
 BJ4304 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4304 ** epoch indicated which incorporates improved geoid heights for the
 BJ4304 ** Southern Louisiana Subsidence area.
 BJ4304 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4304.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4304
 BJ4304.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4304
 BJ4304.The geoid height was determined by GEOID03.
 BJ4304
 BJ4304;                    North         East     Units Scale Factor Converg.
 BJ4304;SPC LA S     -   175,413.542 1,084,045.145   MT  0.99992669   +0 26 09.3
 BJ4304;SPC LA S     -   575,502.60  3,556,571.45   sFT  0.99992669   +0 26 09.3
 BJ4304;UTM  15      - 3,330,327.625   744,676.261   MT  1.00033866   +1 16 22.6
 BJ4304
 BJ4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4304!SPC LA S     -   1.00000410  x   0.99992669  =   0.99993079
 BJ4304!UTM  15      -   1.00000410  x   1.00033866  =   1.00034276
 BJ4304
 BJ4304:                Primary Azimuth Mark                     Grid Az
 BJ4304:SPC LA S     -  PERILLOUX RM 3                           143 37 11.4
 BJ4304:UTM  15      -  PERILLOUX RM 3                           142 46 58.1
 BJ4304
 BJ4304|---------------------------------------------------------------------|
 BJ4304| PID    Reference Object                     Distance      Geod. Az  |
 BJ4304|                                                           dddmmss.s |
 BJ4304| CW2182 PERILLOUX RM 3                                     1440320.7 |
 BJ4304| CW2179 PERILLOUX RM 1                       54.370 METERS 15236     |
 BJ4304| BJ4309 HOUSTON NEW ORLEANS BCN 29          APPROX. 2.2 KM 2042301.5 |
 BJ4304| CW2178 PERILLOUX AZ MK                                    2195625.4 |
 BJ4304| BJ4370 EDGARD REFINERY STACK               APPROX.11.6 KM 2462116.3 |
 BJ4304| BJ4375 RESERVE GODCHAUX SUGAR REF TK       APPROX.10.4 KM 2571807.7 |
 BJ4304| BJ4374 RESERVE GODCHAUX REF LARGE STK      APPROX.10.3 KM 2580754.7 |
 BJ4304| BJ4373 RESERVE GODCHAUX REF SMALL STK      APPROX.10.4 KM 2581250.6 |
 BJ4304| CW2180 PERILLOUX RM 2                       25.962 METERS 30421     |
 BJ4304| CW2181 PERILLOUX RM 2 RESET                 25.960 METERS 30435     |
 BJ4304|---------------------------------------------------------------------|
 BJ4304
 BJ4304                          SUPERSEDED SURVEY CONTROL
 BJ4304
 BJ4304  NAD 83(1986)-  30 04 46.71180(N)    090 27 41.42257(W) AD(       ) 1
 BJ4304  NAD 27      -  30 04 45.98676(N)    090 27 41.12024(W) AD(       ) 1
 BJ4304  NGVD 29 (07/19/86)    0.3    (m)            1.     (f) VERT ANG       
 BJ4304
 BJ4304.Superseded values are not recommended for survey control.
 BJ4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4304.See file dsdata.txt to determine how the superseded data were derived.
 BJ4304
 BJ4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4467630328(NAD 83)
 BJ4304_MARKER: DS = TRIANGULATION STATION DISK
 BJ4304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4304
 BJ4304  HISTORY     - Date     Condition        Report By
 BJ4304  HISTORY     - 1929     MONUMENTED       CGS
 BJ4304  HISTORY     - 1936     GOOD             CGS
 BJ4304  HISTORY     - 1939     GOOD             CGS
 BJ4304  HISTORY     - 1952     MARK NOT FOUND   USGS
 BJ4304  HISTORY     - 1953     GOOD             CGS
 BJ4304  HISTORY     - 1955     GOOD             CGS
 BJ4304  HISTORY     - 1956     GOOD             LOCENG
 BJ4304  HISTORY     - 1970     MARK NOT FOUND   NGS
 BJ4304  HISTORY     - 1973     GOOD             NGS
 BJ4304  HISTORY     - 1975     GOOD             NGS
 BJ4304
 BJ4304                          STATION DESCRIPTION
 BJ4304
 BJ4304'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4304'ABOUT 2 MILES NE OF LAPLACE, ON LAND OWNED BY J.D. PERILLOUX,
 BJ4304'JR., WOODLAND POUTRY FARM, LAPLACE.  REACHED FROM LOUISIANA
 BJ4304'AND TEXAS RAILROAD CROSSING IN LAPLACE BY GOING 1.5 MILES NE
 BJ4304'ON U.S. ROUTE 51 TO MR. PERILLOUXS HOUSE.  STATION IS IN
 BJ4304'CALF PEN IN FRONT OF BARN, ABOUT 200 YARDS IN REAR OF MR.
 BJ4304'PERILLOUXS HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 BJ4304'STATION DISKS IN CONCRETE.  REFERENCE MARKS
 BJ4304'ARE STANDARD REFERENCE DISKS IN CONCRETE, NO. 1
 BJ4304'IS IN FENCE LINE IN FRONT OF BARN, 54.41 METERS (178.5 FEET)
 BJ4304'FROM STATION S 27 DEG 17 MIN E. NO. 2 IS IN FENCE
 BJ4304'LINE IN FRONT OF BARN 25.97 METERS (85.2 FEET) FROM STATION
 BJ4304'N 55 DEG 41 MIN W. FOLLOWING BEARINGS ARE FROM
 BJ4304'STATION-- RESERVE, GODCHAUX SUGAR REFINERY, HIGHEST
 BJ4304'SMOKESTACK, S 78 DEG 07 MIN W. RESERVE, GODCHAUX
 BJ4304'SUGAR REFINERY, SHORTEST CONCRETE STACK, S 78 DEG 12 MIN W.
 BJ4304
 BJ4304                          STATION RECOVERY (1936)
 BJ4304
 BJ4304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (DM)
 BJ4304'ALL OF THE REFERENCES GIVEN IN THE ORIGINAL DESCRIPTION WERE
 BJ4304'FOUND TO CONFORM WITH THE DISTANCES AND DIRECTIONS AS GIVEN.
 BJ4304'
 BJ4304'ADDITION--THIS TRIANGULATION STATION IS 496.5 FEET W OF
 BJ4304'THE CENTER LINE OF U.S. HIGHWAY 51.
 BJ4304
 BJ4304                          STATION RECOVERY (1939)
 BJ4304
 BJ4304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4304'THE SURFACE STATION MARK, UNDERGROUND MARK,
 BJ4304'REFERENCE MARKS NOS 1 AND 2, WERE RECOVERED AS
 BJ4304'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES
 BJ4304'AND DIRECTION TO THE REFERENCE MARKS WERE COMPARED IN THE
 BJ4304'FIELD AND THE VALUES SHOULD BE ACCEPTED AS CORRECT.
 BJ4304'
 BJ4304'REFERENCE MARK NO. 1 IS 54.388 METERS, (178.43 FEET), SSE
 BJ4304'OF THE STATION ON THE N BANK OF A DITCH, 12.5 FEET N OF THE
 BJ4304'CENTER LINE OF THE FARM ROAD, 2.0 FEET W OF A 4- BY 4-INCH WHITE
 BJ4304'WITNESS POST PROJECTING 2-1/2 FEET ABOVE THE GROUND.  MARK,
 BJ4304'PROJECTS 1 INCH ABOVE THE GROUND AND IS STAMPED
 BJ4304'PERILLOUX NO. 1 1929.
 BJ4304'
 BJ4304'REFERENCE MARK NO. 2 IS 25.962 METERS, (85.18 FEET), WNW OF
 BJ4304'THE STATION ON THE N BANK OF A DITCH, 13 FEET N OF THE CENTER
 BJ4304'LINE OF THE FARM ROAD, 2 FEET E OF A 4- BY 4-INCH WHITE WITNESS
 BJ4304'POST PROJECTING 2-1/2 FEET ABOVE THE GROUND.  MARK,
 BJ4304'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED PERILLOUX
 BJ4304'NO. 2 1929.
 BJ4304'
 BJ4304'THE AZIMUTH MARK IS 0.25 MILE S OF THE STATION ON THE E
 BJ4304'SIDE OF U.S. HIGHWAY 51, 31 FEET S OF THE CENTER LINE OF THE
 BJ4304'HIGHWAY IN THE S RIGHT-OF-WAY FENCE LINE, 2 FEET SW OF A
 BJ4304'4- BY 4-INCH WHITE WITNESS POST PROJECTING 2-1/2 FEET ABOVE THE
 BJ4304'GROUND.  MARK, PROJECTS 3 INCHES ABOVE THE GROUND
 BJ4304'AND IS STAMPED PERILLOUX 1939.
 BJ4304'
 BJ4304'THE STATION IS LOCATED 2 MILES NE OF LA PLACE, ON LAND OWNED
 BJ4304'BY J.D. PERILLOUX, JR.  TO REACH THE STATION FROM THE LOUISIANA
 BJ4304'AND TEXAS RAILROAD CROSSING IN LA PLACE, GO NE ON U.S. HIGHWAY
 BJ4304'51 FOR 1.5 MILES TO A FARM ROAD LEFT (JUST W OF MR. PERILLOUXS
 BJ4304'HOME).  TURN LEFT AND FOLLOW THE FARM ROAD NW FOR APPROXIMATELY
 BJ4304'200 YARDS TO THE STATION ON THE RIGHT IN A SMALL CALF PEN.
 BJ4304'THE STATION IS 43 FEET N OF THE CENTER LINE OF THE FARM ROAD,
 BJ4304'54 FEET W OF A WATER PUMP, 15 FEET E OF A FENCE LINE, 20 FEET
 BJ4304'S OF THE SE CORNER OF THE CALF SHED AND 2.8 FEET SW OF A
 BJ4304'4- BY 4-INCH WHITE WITNESS POST PROJECTING 2-1/2 FEET ABOVE
 BJ4304'THE GROUND.  MARK, PROJECTS 3 INCHES ABOVE THE
 BJ4304'GROUND AND IS STAMPED PERILLOUX 1929.
 BJ4304'
 BJ4304'A 77-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT EDGARD
 BJ4304'1929
 BJ4304'
 BJ4304'A 77-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT GRAMERCY
 BJ4304'EAST BASE 1929
 BJ4304'
 BJ4304'A 116-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT MAUREPAS
 BJ4304'
 BJ4304'A 116-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT RUDDOCK
 BJ4304
 BJ4304                          STATION RECOVERY (1952)
 BJ4304
 BJ4304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 BJ4304'LAND ABOUT THE STATION POSITION, HEAVILY OVER-GROWN WITH BRUSH
 BJ4304'AND HAD BEEN DEEPLY PLOWED BEFORE ABANDONING OF FARMING
 BJ4304'OPERATIONS.  UNABLE TO LOCATE.
 BJ4304'
 BJ4304'REFERENCE MARK 1 FOUND IN GOOD CONDITION.
 BJ4304'
 BJ4304'REFERENCE MARK 2 NOT FOUND.
 BJ4304
 BJ4304                          STATION RECOVERY (1953)
 BJ4304
 BJ4304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4304'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AND IN
 BJ4304'GOOD CONDITION.  DESCRIPTION TO REACH THE STATION BY F.B.Q.
 BJ4304'IN 1939 IS ADEQUATE TO REACH THE STATION.
 BJ4304
 BJ4304                          STATION RECOVERY (1955)
 BJ4304
 BJ4304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4304'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4304'CONDITION.  THE FARM ROAD MENTIONED IN THE ORIGINAL DESCRIPTION
 BJ4304'HAS BEEN ABANDONED, AND THE CALF SHED HAS BEEN REMOVED.  THIS
 BJ4304'AREA IS NOW A GARDEN.  A NEW DESCRIPTION FOLLOWS--
 BJ4304'
 BJ4304'THE STATION IS LOCATED ABOUT 2 MI. NE OF LA PLACE, IN THE SE
 BJ4304'CORNER OF A GARDEN PLOT OWNED BY MR. J.D. PERILLOUX, JR.  IT
 BJ4304'IS 496 FT. NW OF THE CENTERLINE OF U.S. HIGHWAY 51, 54 FT. NW OF
 BJ4304'A WELL, 15 FT. NE OF THE NE FENCE LINE LEADING NW, AND 68
 BJ4304'FT. N-NE OF AN 18-IN. CHERRY TREE WHICH SERVES AS THE NE
 BJ4304'END OF A GATE IN A FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 BJ4304'PERILLOUX 1929 AND PROJECTS 4 IN.
 BJ4304'
 BJ4304'REFERENCE MARK 1 IS 178.43 FT. S-SE OF THE STATION, 2 FT. NE OF A
 BJ4304'DITCH, IN A FENCE LINE, 124 FT. S-SE OF A WELL, 81 FT. NW
 BJ4304'OF A FENCE CORNER, AND ON THE S SIDE OF A PASTURE LOT.  IT IS
 BJ4304'A STANDARD DISK, STAMPED PERILLOUX NO 1 1929 AND PROJECTS
 BJ4304'6 IN.
 BJ4304'
 BJ4304'REFERENCE MARK 2 IS 85.18 FT. W-NW OF THE STATION, IN A
 BJ4304'FENCE LINE, 133 FT. W-NW OF A WELL, AND 34 FT. E-SE OF AN
 BJ4304'18-IN. TREE IN THE FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 BJ4304'PERILLOUX NO 2 1929 AND PROJECTS 6 IN.
 BJ4304'
 BJ4304'THE AZIMUTH MARK IS 0.3 MI. S OF THE STATION, 31 FT. SE OF
 BJ4304'THE CENTERLINE OF U.S. HIGHWAY 51, 5 FT. S OF THE PROJECTED
 BJ4304'TANGENT OF THE S SIDE OF A LARGE WHITE HOUSE WITH FOUR PILLARS
 BJ4304'ON THE FRONT PORCH, 78 FT. S OF A POWER POLE WITH A STREET LIGHT,
 BJ4304'AND 101 FT. S OF THE S EDGE OF THE CONCRETE DRIVEWAY LEADING
 BJ4304'E TO A BRICK HOME WITH FOUR SMOKESTACKS PROJECTING FROM THE
 BJ4304'FIREPLACE CHIMNEY.  IT IS A STANDARD DISK, STAMPED PERILLOUX
 BJ4304'1929 AND PROJECTS 4 IN.
 BJ4304'
 BJ4304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 BJ4304'AND 61 IN THE W EDGE OF LA PLACE, GO NE ON U.S. HIGHWAY 51
 BJ4304'FOR 1.4 MI. TO THE J.P. PERILLOUX RESIDENCE ON THE LEFT.
 BJ4304'THE STATION IS ABOUT 100 YD. NW OF THE HOUSE.
 BJ4304
 BJ4304                          STATION RECOVERY (1956)
 BJ4304
 BJ4304'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ4304'STATION RECOVERED BY J. AMMANN ENGRS.
 BJ4304'
 BJ4304'DESCRIPTIONS ADEQUATE, EXCEPT FARM ROAD DOES NOT LEAD INTO
 BJ4304'HIGHWAY.
 BJ4304
 BJ4304                          STATION RECOVERY (1970)
 BJ4304
 BJ4304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BJ4304'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION.
 BJ4304'STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.  AZIMUTH
 BJ4304'MARK WAS NOT SEARCHED FOR AND NOT RECOVERED.
 BJ4304'
 BJ4304'DESCRIPTION BY R.A.E. IN 1955 IS ADEQUATE FOR RECOVERY WITH
 BJ4304'THE FOLLOWING CHANGES--THE WELL NO LONGER EXISTS.
 BJ4304
 BJ4304                          STATION RECOVERY (1973)
 BJ4304
 BJ4304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4304'THE STATION MARK WAS RECOVERED AND FOUND IN FAIR CONDITION,
 BJ4304'IT HAS BEEN HIT A NUMBER OF TIMES BY FARM EQUIPMENT BUT
 BJ4304'APPEARS SOLID, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BJ4304'FOUND IN GOOD CONDITION, THE AZIMUTH MARK WAS RECOVERED BUT
 BJ4304'HAS APPARENTLY BEEN DISTURBED BY THE CONSTRUCTION OF A CONCRETE
 BJ4304'DRIVEWAY.  THE DISTANCE TO THE REFERENCE MARKS COMPARED
 BJ4304'FAVORABLY WITH THE 1929 DATA.  A DIFFERENCE OF 9 MINUTES AND 33
 BJ4304'SECONDS TO REFERENCE MARK 1, 10 MINUTES AND 13 SECONDS TO
 BJ4304'REFERENCE MARK 2 AND 20.8 SECONDS TO THE AZIMUTH MARK WERE
 BJ4304'NOTED AND VERIFIED WHEN COMPARED WITH THE 1929
 BJ4304'DIRECTIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BJ4304'
 BJ4304'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF LA PLACE,
 BJ4304'ON THE NORTHWEST SIDE OF U.S. HIGHWAY 51 AND ON PROPERTY
 BJ4304'OWNED BY MRS. DENISE PERILLOUX, 103 EAST 15TH STREET, LA PLACE,
 BJ4304'LOUISIANA, PHONE NUMBER 652-5350.
 BJ4304'
 BJ4304'TO REACH THE STATION FROM THE POST OFFICE IN LA PLACE GO NORTH
 BJ4304'ON STATE HIGHWAY 44 FOR 0.3 MILE TO THE JUNCTION OF U.S.
 BJ4304'HIGHWAYS 61 AND 51.  CONTINUE NORTH ON U.S. HIGHWAY 51 FOR 1.1
 BJ4304'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON
 BJ4304'U.S. HIGHWAY 51 FOR 0.3 MILE TO A CROSS ROAD.  (TO REACH
 BJ4304'REFERENCE MARK 3, TURN RIGHT AND GO EASTERLY ON THE GRAVELED
 BJ4304'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.) TURN LEFT AND
 BJ4304'GO WESTERLY ON THE DRIVEWAY AND FIELD ROAD FOR 0.15 MILES
 BJ4304'TO THE STATION ON THE LEFT.
 BJ4304'
 BJ4304'THE STATION MARK IS A STANDARD DISK STAMPED PERILLOUX 1929,
 BJ4304'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 BJ4304'FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER
 BJ4304'OF THE DIRT ROAD AND 28.6 FEET NORTH OF A FENCE.
 BJ4304'
 BJ4304'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PERILLOUX NO 1 1929,
 BJ4304'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ4304'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 85 FEET
 BJ4304'WEST OF THE EAST END OF A FENCE, 12 FEET NORTH OF THE CENTER
 BJ4304'OF A DIRT ROAD AND 1 FOOT SOUTH OF A FENCE.
 BJ4304'
 BJ4304'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PERILLOUX NO 2 1929,
 BJ4304'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ4304'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 12 FEET
 BJ4304'NORTH OF THE CENTER OF THE DIRT ROAD AND 1 FOOT NORTH OF
 BJ4304'A FENCE.
 BJ4304'
 BJ4304'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PERILLOUX NO 3
 BJ4304'1929 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 BJ4304'IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 BJ4304'IT IS 204 FEET EAST OF THE CENTER OF U.S. HIGHWAY 51, 65
 BJ4304'FEET SOUTH OF AN EAST-WEST DRIVEWAY, 32 FEET WEST OF A
 BJ4304'NORTH-SOUTH DRIVEWAY AND 10 FEET SOUTHWEST OF A 36-INCH TREE.
 BJ4304'ESTABLISHED AS A GROUND AZIMUTH.
 BJ4304'
 BJ4304'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PERILLOUX 1939,
 BJ4304'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 BJ4304'FLUSH WITH THE SURFACE OF THE CONCRETE DRIVEWAY.  IT IS
 BJ4304'76.5 FEET WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE,
 BJ4304'72.5 FEET SOUTH OF A POWER LINE POLE WITH A TRANSFORMER AND
 BJ4304'32 FEET EAST OF THE CENTER OF U.S. HIGHWAY 51.
 BJ4304'
 BJ4304'TENSION WAS HELD ON THE MEASUREMENTS TO THE REFERENCE MARKS.
 BJ4304'
 BJ4304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE
 BJ4304'NORTHEAST EDGE OF LA PLACE
 BJ4304
 BJ4304                          STATION RECOVERY (1975)
 BJ4304
 BJ4304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RM)
 BJ4304'PERILLOUX 1929-FAIR
 BJ4304'
 BJ4304'NEW PHONE 652-6052
 BJ4304'
 BJ4304'NEW PROPERTY OWNER MRS HARRY AUCOIN AND FAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4936 ***********************************************************************
 BJ4936  DESIGNATION -  PERKINS
 BJ4936  PID         -  BJ4936
 BJ4936  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4936  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4936
 BJ4936                         *CURRENT SURVEY CONTROL
 BJ4936  ___________________________________________________________________
 BJ4936* NAD 83(1992)-  30 23 49.12837(N)    091 06 47.83028(W)     ADJUSTED  
 BJ4936* NAVD 88     -        11.9    (meters)      39.     (feet)  VERTCON   
 BJ4936  ___________________________________________________________________
 BJ4936  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ4936  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4936
 BJ4936  HORZ ORDER  -  FIRST
 BJ4936
 BJ4936.The horizontal coordinates were established by classical geodetic methods
 BJ4936.and adjusted by the National Geodetic Survey in January 1993..
 BJ4936
 BJ4936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4936
 BJ4936.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4936
 BJ4936.The geoid height was determined by GEOID03.
 BJ4936
 BJ4936;                    North         East     Units Scale Factor Converg.
 BJ4936;SPC LA S     -   210,291.342 1,021,145.438   MT  0.99994956   +0 06 36.1
 BJ4936;SPC LA S     -   689,930.84  3,350,207.99   sFT  0.99994956   +0 06 36.1
 BJ4936;UTM  15      - 3,364,285.676   681,256.664   MT  1.00000532   +0 57 17.7
 BJ4936
 BJ4936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4936!SPC LA S     -   1.00000240  x   0.99994956  =   0.99995196
 BJ4936!UTM  15      -   1.00000240  x   1.00000532  =   1.00000772
 BJ4936
 BJ4936:                Primary Azimuth Mark                     Grid Az
 BJ4936:SPC LA S     -  BATON ROUGE BOYCE CO RAD MAST            045 13 44.9
 BJ4936:UTM  15      -  BATON ROUGE BOYCE CO RAD MAST            044 23 03.3
 BJ4936
 BJ4936|---------------------------------------------------------------------|
 BJ4936| PID    Reference Object                     Distance      Geod. Az  |
 BJ4936|                                                           dddmmss.s |
 BJ4936| BJ4932 BATON ROUGE BOYCE CO RAD MAST       APPROX. 4.6 KM 0452021.0 |
 BJ4936| BJ4929 BATON ROUGE SOUND ENT RAD MAST      APPROX. 5.5 KM 1041318.3 |
 BJ4936| BJ4930 SIEGEN                              APPROX. 4.8 KM 1142114.4 |
 BJ4936| CW2184 PERKINS RM 1                         32.138 METERS 18418     |
 BJ4936| BJ5040 BATON ROUGE COLL HILLS TANK         APPROX. 4.4 KM 2635221.1 |
 BJ4936| BJ5031 BATON ROUGE LA W F RAD MAST         APPROX. 1.4 KM 2720112.7 |
 BJ4936| BJ5021 LOUISIANA UNIV MEMORIAL TWR         APPROX. 6.6 KM 2870628.4 |
 BJ4936| CW2186 PERKINS RM 3                                       2981205.5 |
 BJ4936| CW2183 PERKINS AZ MK                                      2981427.3 |
 BJ4936| BJ5038 BATON ROUGE PERKINS RD TANK         APPROX. 4.3 KM 3060335.9 |
 BJ4936| BJ5037 BATON ROUGE RAD KXOK N MAST         APPROX. 3.8 KM 3135157.6 |
 BJ4936| CW2185 PERKINS RM 2                         69.815 METERS 31958     |
 BJ4936|---------------------------------------------------------------------|
 BJ4936
 BJ4936                          SUPERSEDED SURVEY CONTROL
 BJ4936
 BJ4936  NAD 83(1986)-  30 23 49.14642(N)    091 06 47.82841(W) AD(       ) 1
 BJ4936  NAD 27      -  30 23 48.45761(N)    091 06 47.44881(W) AD(       ) 1
 BJ4936  NGVD 29 (07/19/86)   11.9    (m)           39.     (f) VERT ANG       
 BJ4936
 BJ4936.Superseded values are not recommended for survey control.
 BJ4936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4936.See file dsdata.txt to determine how the superseded data were derived.
 BJ4936
 BJ4936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8125764286(NAD 83)
 BJ4936_MARKER: DS = TRIANGULATION STATION DISK
 BJ4936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4936
 BJ4936  HISTORY     - Date     Condition        Report By
 BJ4936  HISTORY     - 1970     MONUMENTED       NGS
 BJ4936  HISTORY     - 1973     GOOD             CGS
 BJ4936  HISTORY     - 1975     GOOD             NGS
 BJ4936  HISTORY     - 19940624 GOOD             USPSQD
 BJ4936
 BJ4936                          STATION DESCRIPTION
 BJ4936
 BJ4936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4936'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 BJ4936'
 BJ4936'THE STATION IS LOCATED IN A SMALL OPEN AREA, ABOUT 5 MILES SOUTHEAST
 BJ4936'OF THE CENTRAL SECTION OF BATON ROUGE, IN AN AREA KNOWN LOCALLY AS
 BJ4936'ESSEN, ON THE SOUTH SIDE OF STATE HIGHWAY 427 (PERKINS ROAD), 0.25
 BJ4936'MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 427 AND 1034, IN
 BJ4936'SECTION 52, T 7 S, R 1 E, AND ON PROPERTY WHICH IS OWNED BY E.
 BJ4936'ROGER JONES JR. OF P.O. BOX 375, BATON ROUGE, LOUISIANA.
 BJ4936'
 BJ4936'TO REACH THE STATION FROM THE JUNCTION WITH STATE HIGHWAY 437 AND
 BJ4936'T-INTERSECTION, PERKINS ROAD AND STATE HIGHWAY 1064, GO
 BJ4936'NORTHWESTERLY ON PERKINS PARK ROAD FOR 0.25 MILE TO A TRACK ROAD ON
 BJ4936'THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 BJ4936'NORTHWESTERLY ON PERKINS PARK ROAD FOR 0.2 MILE TO A SIDE ROAD
 BJ4936'LEFT AND ENTRANCE TO PERKINS PARK.  TURN LEFT AND GO SOUTH FOR
 BJ4936'0.1 MILE MAKING A RIGHT TURN AND GO STRAIGHT AHEAD WHERE ROAD TURNS
 BJ4936'LEFT AND GO 200 FEET THROUGH LAWN TO A FENCE AND AZIMUTH MARK AS
 BJ4936'DESCRIBED).  TURN LEFT ON TRACK ROAD LEADING INTO AN OLD ORCHARD,
 BJ4936'GO WEST FOR 100 FEET TO THE STATION ON THE RIGHT.
 BJ4936'
 BJ4936'THE STATION MARKS ARE STANDARD DISKS STAMPED PERKINS 1970.  THE
 BJ4936'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4936'MONUMENT THAT IS 21 INCHES BELOW THE GROUND SURFACE.  IT IS 84 FEET
 BJ4936'SOUTH OF PERKINS ROAD, 59 FEET SOUTH OF A POWERLINE POLE, 33 FEET
 BJ4936'EAST OF AN 18-INCH LIVE OAK TREE AND 27 FEET WEST OF A TRACK ROAD.
 BJ4936'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4936'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4936'
 BJ4936'REFERENCE MARK 1, A STANDARD DISK STAMPED PERKINS NO 1 1970, IS SET
 BJ4936'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4936'WITH THE GROUND SURFACE.  IT IS 28 FEET EAST OF THE TRACK ROAD, 9.5
 BJ4936'FEET WEST-SOUTHWEST OF A 16-INCH PINE TREE AND 8 FEET NORTH OF AN
 BJ4936'18 INCH PINE TREE.  IT IS IN THE EDGE OF AN ORCHARD.
 BJ4936'
 BJ4936'REFERENCE MARK 2, A STANDARD DISK STAMPED PERKINS NO 2 1970, IS SET
 BJ4936'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4936'INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET EAST-NORTHEAST OF
 BJ4936'A 24 INCH LIVE OAK TREE, 26 FEET SOUTH-SOUTHWEST OF PERKINS ROAD, 3.6
 BJ4936'FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH A SIGN AND 1.5 FEET
 BJ4936'SOUTHEAST OF A POWERLINE POLE.
 BJ4936'
 BJ4936'THE AZIMUTH MARK, A STANDARD DISK STAMPED PERKINS 1970, IS SET IN THE
 BJ4936'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4936'THE GROUND SURFACE.  IT IS 23 FEET NORTH OF A 5 INCH TREE, 3.5
 BJ4936'SOUTHEAST OF A FENCE AND 2 FEET SOUTH OF A METAL WITNESS POST WITH
 BJ4936'SIGN.
 BJ4936'
 BJ4936'HEIGHT OF LIGHT ABOVE STATION MARK 35.1 METERS.
 BJ4936
 BJ4936                          STATION RECOVERY (1973)
 BJ4936
 BJ4936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1973 (AKH)
 BJ4936'THE STATION WAS VISITED 10-24-73 AND THE STATION MARK AND REFERENCE
 BJ4936'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 BJ4936'WAS FOUND DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 BJ4936'DATE NEAR THE LOCATION OF THE ORIGINAL AZIMUTH MARK.  A POLARIS
 BJ4936'OBSERVATION WAS OBSERVED.  THE 1970 DESCRIPTION IS ADEQUATE FOR THE
 BJ4936'STATION AND THE REFERENCE MARKS.  A DESCRIPTION OF THE NEW AZIMUTH
 BJ4936'MARK (REFERENCE MARK NO. 3) FOLLOWS--
 BJ4936'
 BJ4936'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION, AT THE WEST
 BJ4936'EDGE OF PERKINS PARK, 35 FEET SOUTH OF THE CENTER OF THE ROAD, 205
 BJ4936'FT NORTHWEST OF A BLACKTOP ROAD, 266 FEET NORTHWEST OF THE POLE
 BJ4936'SUPPORTING LIGHTS FOR THE FOOTBALL FIELD, 162 FEET
 BJ4936'WEST-NORTHWEST OF A POWER POLE WITH THREE TRANSFORMERS, 365 FEET
 BJ4936'WEST OF PERKINS ROAD.  IT IS A REFERENCE MARK DISK, STAMPED PERKINS
 BJ4936'NO 3 1970 1973, FLUSH WITH THE GROUND.
 BJ4936'
 BJ4936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES SE OF
 BJ4936'BATON ROUGE.
 BJ4936
 BJ4936                          STATION RECOVERY (1975)
 BJ4936
 BJ4936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RT)
 BJ4936'NO MEASUREMENT WAS MADE BETWEEN RMS DUE TO TREE ON LINE.
 BJ4936'
 BJ4936'THE STATION WAS VISITED ON 2-12-75 AND THE STATION, REFERENCE MARK 1,
 BJ4936'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 BJ4936'CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE FOR THE STATION AND
 BJ4936'REFERENCE MARKS.  THE AZIMUTH MARK HAS BEEN MOVED BY MR. A. K.
 BJ4936'HANSEN AS REQUESTED BY THE PARISH.  A NEW DESCRIPTION ON THE AZIMUTH
 BJ4936'MARK FOLLOWS--
 BJ4936'
 BJ4936'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BJ4936'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4936'WITH THE GROUND.  IT IS STAMPED PERKINS 1970 NO 3 1973.  THE MARK
 BJ4936'IS 95 FEET EAST OF A FLARE ON THE MEDIAN OF KENILWORTH PARKWAY,
 BJ4936'47 FEET NORTH OF A 12 INCH SOAP NUT TREE, 30 FEET SOUTHEAST OF
 BJ4936'THE CENTER OF THE EAST BOUND LANE ON KENILWORTH PARKWAY, 19 FEET
 BJ4936'NORTHWEST OF AN 8 INCH SOAP NUT TREE AND 2 FEET SOUTHWEST OF A
 BJ4936'METAL WITNESS POST AND SIGN.
 BJ4936'
 BJ4936'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHWEST ALONG
 BJ4936'PERKINS ROAD FOR 0.25 MILE TO THE JUNCTION WITH KENILWORTH PARKWAY
 BJ4936'ON THE LEFT, TURN LEFT ON KENILWORTH PARKWAY AND GO SOUTHWEST FOR
 BJ4936'0.1 MILE TO THE MARK SET ON THE LEFT AND SOUTHEAST OF THE
 BJ4936'PARKWAY.  THE MARK IS SET ON THE OLYMPIA PARK PROPERTY.
 BJ4936'
 BJ4936'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4936'
 BJ4936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 BJ4936'OF CENTRAL BATON R.
 BJ4936
 BJ4936                          STATION RECOVERY (1994)
 BJ4936
 BJ4936'RECOVERY NOTE BY US POWER SQUADRON 1994
 BJ4936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3183 ***********************************************************************
 BK3183  DESIGNATION -  PERKINS
 BK3183  PID         -  BK3183
 BK3183  STATE/COUNTY-  LA/CALCASIEU
 BK3183  USGS QUAD   -  GORDON (1994)
 BK3183
 BK3183                         *CURRENT SURVEY CONTROL
 BK3183  ___________________________________________________________________
 BK3183* NAD 83(1992)-  30 23 55.61652(N)    093 21 18.80361(W)     ADJUSTED  
 BK3183* NAVD 88     -        11.   **(meters)      36.   **(feet)  SCALED    
 BK3183  **This station is located in a subsidence area (see below).
 BK3183  ___________________________________________________________________
 BK3183  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK3183  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK3183
 BK3183  HORZ ORDER  -  FIRST
 BK3183
 BK3183.The horizontal coordinates were established by classical geodetic methods
 BK3183.and adjusted by the National Geodetic Survey in January 1993..
 BK3183
 BK3183 ** The orthometric height has not been validated since last determined
 BK3183 ** by differential leveling and should not be used for control purposes.
 BK3183 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3183 ** area with valid NAVD 88 orthometric heights.
 BK3183 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3183 ** epoch indicated which incorporates improved geoid heights for the
 BK3183 ** Southern Louisiana Subsidence area.
 BK3183 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3183.The orthometric height was scaled from a topographic map.
 BK3183
 BK3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3183
 BK3183.The geoid height was determined by GEOID03.
 BK3183
 BK3183;                    North         East     Units Scale Factor Converg.
 BK3183;SPC LA S     -   212,184.884   805,719.909   MT  0.99994977   -1 00 39.5
 BK3183;SPC LA S     -   696,143.24  2,643,432.73   sFT  0.99994977   -1 00 39.5
 BK3183;UTM  15      - 3,363,028.538   465,877.243   MT  0.99961436   -0 10 47.1
 BK3183
 BK3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3183!SPC LA S     -   1.00000256  x   0.99994977  =   0.99995233
 BK3183!UTM  15      -   1.00000256  x   0.99961436  =   0.99961692
 BK3183
 BK3183|---------------------------------------------------------------------|
 BK3183| PID    Reference Object                     Distance      Geod. Az  |
 BK3183|                                                           dddmmss.s |
 BK3183| CV9010 PERKINS RM 1                         29.767 METERS 02900     |
 BK3183| CV9009 PERKINS AZ MK                                      1954411.2 |
 BK3183| CV9011 PERKINS RM 2                         31.801 METERS 28421     |
 BK3183| BK3188 DEQUINCY MO PACIFIC RR TANK         APPROX. 9.2 KM 3043038.0 |
 BK3183| BK3190 DEQUINCY MUNICIPAL TANK             APPROX. 9.4 KM 3072521.1 |
 BK3183| BK3189 DEQUINCY NEWPORT INDUST TK          APPROX. 8.8 KM 3090026.7 |
 BK3183|---------------------------------------------------------------------|
 BK3183
 BK3183                          SUPERSEDED SURVEY CONTROL
 BK3183
 BK3183  NAD 83(1986)-  30 23 55.63589(N)    093 21 18.79554(W) AD(       ) 1
 BK3183  NAD 27      -  30 23 54.91661(N)    093 21 18.21755(W) AD(       ) 1
 BK3183
 BK3183.Superseded values are not recommended for survey control.
 BK3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3183.See file dsdata.txt to determine how the superseded data were derived.
 BK3183
 BK3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6587763029(NAD 83)
 BK3183_MARKER: DS = TRIANGULATION STATION DISK
 BK3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3183
 BK3183  HISTORY     - Date     Condition        Report By
 BK3183  HISTORY     - 1941     MONUMENTED       CGS
 BK3183  HISTORY     - 1963     GOOD             CGS
 BK3183  HISTORY     - 20011125 GOOD             USPSQD
 BK3183
 BK3183                          STATION DESCRIPTION
 BK3183
 BK3183'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3183'STATION IS ABOUT 3-1/2 MILES E OF THE VILLAGE OF PERKINS,
 BK3183'IN THE NE 1/4 OF SECTION 2, T 8 S, R 10 W, ON LAND OWNED BY
 BK3183'L. HOLLINGSWORTH.  IT IS 82 FEET W OF THE HOLLINGSWORTH
 BK3183'HOUSE, 22.3 FEET W OF THE SW CORNER OF A GARAGE, 22.3 FEET
 BK3183'W OF A WHITE REFERENCE POST, 18 FEET NW OF A 14-INCH GUM
 BK3183'TREE AND 19 FEET SW OF A 14-INCH WALNUT TREE.  IT IS STAMPED
 BK3183'PERKINS 1941 AND PROJECTS ABOUT 6 INCHES.
 BK3183'
 BK3183'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK3183'BRONZE DISKS SET IN CONCRETE.
 BK3183'
 BK3183'REFERENCE MARK NO. 1 IS 60 FEET N OF A GARAGE AND 1 FOOT
 BK3183'W OF A FENCE.  IT IS STAMPED PERKINS NO. 1 1941, AND PROJECTS
 BK3183'ABOUT 6 INCHES.
 BK3183'
 BK3183'REFERENCE MARK NO. 2 IS 26.5 FEET N OF A 12-INCH GUM TREE.
 BK3183'IT IS STAMPED PERKINS NO. 2, 1941 AND PROJECTS ABOUT 2 INCHES.
 BK3183'
 BK3183'THE AZIMUTH MARK IS 35 FEET S OF THE CENTER OF A DIRT ROAD,
 BK3183'6 FEET N OF A 6-INCH PINE TREE AND 3.5 FEET W OF A WHITE
 BK3183'REFERENCE POST.  IT IS STAMPED PERKINS 1941 AND PROJECTS
 BK3183'ABOUT 4 INCHES.
 BK3183'
 BK3183'TO REACH THE STATION FROM THE VILLAGE OF PERKINS, GO E ON
 BK3183'A DIRT ROAD FOR 3.55 MILES TO A SHARP TURN LEFT AND THE AZIMUTH
 BK3183'MARK ON THE RIGHT, TURN LEFT AND GO ABOUT 0.25 MILE TO THE
 BK3183'HOLLINGSWORTH HOUSE AND STATION.
 BK3183'
 BK3183'A 103-FOOT SIGNAL AT E 3979 IS VISIBLE AT 90 FEET.
 BK3183'
 BK3183'A 90-FOOT SIGNAL AT GORDON IS VISIBLE AT 77 FEET.
 BK3183'
 BK3183'A 103-FOOT SIGNAL AT CHARLES IS VISIBLE AT 90 FEET.
 BK3183'
 BK3183'A 90-FOOT SIGNAL AT STINE IS VISIBLE AT 50 FEET.
 BK3183'
 BK3183'A 103-FOOT SIGNAL AT QUINCY IS VISIBLE AT 50 FEET.
 BK3183'
 BK3183'A 90-FOOT SIGNAL AT GILLIS IS VISIBLE AT 77 FEET.
 BK3183'
 BK3183'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BK3183
 BK3183                          STATION RECOVERY (1963)
 BK3183
 BK3183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3183'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 BK3183'MARKS WERE FOUND IN EXCELLENT CONDITION AS DESCRIBED IN THE
 BK3183'1941 DESCRIPTIONS, A NEW TO REACH AS FOLLOWS.
 BK3183'
 BK3183'TO REACH THE STATION FROM THE INTERSECTION OF AN EASTWEST
 BK3183'GRAVEL ROAD WITH STATE HIGHWAY 27, IN THE VILLAGE OF PERKINS,
 BK3183'GO EAST ON THE GRAVELED ROAD FOR 3.5 MILES TO A NARROW SHELL
 BK3183'ROAD LEFT, AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF
 BK3183'THE INTERSECTION, TURN LEFT AND GO NORTH ON THE NARROW SHELL
 BK3183'ROAD FOR 0.3 MILE TO THE STATION AND END OF THE ROAD.
 BK3183
 BK3183                          STATION RECOVERY (2001)
 BK3183
 BK3183'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3321 ***********************************************************************
 BK3321  DESIGNATION -  PERKINS STATION
 BK3321  PID         -  BK3321
 BK3321  STATE/COUNTY-  LA/CALCASIEU
 BK3321  USGS QUAD   -  MOSS BLUFF (1994)
 BK3321
 BK3321                         *CURRENT SURVEY CONTROL
 BK3321  ___________________________________________________________________
 BK3321* NAD 83(1992)-  30 19 48.40642(N)    093 13 57.92148(W)     ADJUSTED  
 BK3321* NAVD 88     -         8.4  **(meters)      28.   **(feet)  GPS OBS   
 BK3321  **This station is located in a subsidence area (see below).
 BK3321  ___________________________________________________________________
 BK3321  X           -    -310,713.229 (meters)                     COMP
 BK3321  Y           -  -5,501,083.762 (meters)                     COMP
 BK3321  Z           -   3,202,003.220 (meters)                     COMP
 BK3321  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK3321  ELLIP HEIGHT-         -19.02  (meters)          (02/20/02) GPS OBS
 BK3321  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3321
 BK3321  HORZ ORDER  -  FIRST
 BK3321  ELLP ORDER  -  FOURTH    CLASS I
 BK3321
 BK3321.The horizontal coordinates were established by GPS observations
 BK3321.and adjusted by the National Geodetic Survey in January 1995..
 BK3321
 BK3321 ** The orthometric height has not been validated since last determined
 BK3321 ** by differential leveling and should not be used for control purposes.
 BK3321 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3321 ** area with valid NAVD 88 orthometric heights.
 BK3321 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3321 ** epoch indicated which incorporates improved geoid heights for the
 BK3321 ** Southern Louisiana Subsidence area.
 BK3321 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3321.The orthometric height was determined by GPS observations and a
 BK3321.high-resolution geoid model.
 BK3321
 BK3321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3321
 BK3321.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3321
 BK3321.The ellipsoidal height was determined by GPS observations
 BK3321.and is referenced to NAD 83.
 BK3321
 BK3321.The geoid height was determined by GEOID03.
 BK3321
 BK3321;                    North         East     Units Scale Factor Converg.
 BK3321;SPC LA S     -   204,372.390   817,360.301   MT  0.99994219   -0 56 59.0
 BK3321;SPC LA S     -   670,511.75  2,681,622.92   sFT  0.99994219   -0 56 59.0
 BK3321;UTM  15      - 3,355,388.405   477,625.866   MT  0.99960618   -0 07 03.1
 BK3321
 BK3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3321!SPC LA S     -   1.00000299  x   0.99994219  =   0.99994518
 BK3321!UTM  15      -   1.00000299  x   0.99960618  =   0.99960917
 BK3321
 BK3321                          SUPERSEDED SURVEY CONTROL
 BK3321
 BK3321  ELLIP H (01/13/95)  -18.94   (m)                       GP(       ) 3 2
 BK3321  NAD 83(1992)-  30 19 48.40872(N)    093 13 57.92226(W) AD(       ) 1
 BK3321  ELLIP H (01/21/93)  -19.02   (m)                       GP(       ) 4 2
 BK3321  NAD 83(1986)-  30 19 48.42962(N)    093 13 57.91498(W) AD(       ) 1
 BK3321  NGVD 29 (05/20/88)    8.2    (m)           27.     (f) GPS OBS        
 BK3321
 BK3321.Superseded values are not recommended for survey control.
 BK3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3321.See file dsdata.txt to determine how the superseded data were derived.
 BK3321
 BK3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7762655388(NAD 83)
 BK3321_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3321_STAMPING: PERKINS STATION 1987
 BK3321_MARK LOGO: NGS   
 BK3321_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3321+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 BK3321
 BK3321  HISTORY     - Date     Condition        Report By
 BK3321  HISTORY     - 1987     MONUMENTED       LADTD
 BK3321  HISTORY     - 19901227 GOOD             VFM
 BK3321  HISTORY     - 20021102 GOOD             USPSQD
 BK3321  HISTORY     - 20050205 GOOD             USPSQD
 BK3321
 BK3321                          STATION DESCRIPTION
 BK3321
 BK3321'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3321'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI)
 BK3321'NORTHWEST OF MOSS BLUFF,
 BK3321'3.5 KM (2.2 MI) SOUTHWEST OF GILLIS, ON A LOW CUTBANK, ACROSS THE
 BK3321'ROAD FROM AN ELECTRIC SUB-STATION AT A POWER LINE CROSSING.
 BK3321'OWNERSHIP--OFFICE OF PARISH PLANNING AND DEVELOPMENT.
 BK3321'
 BK3321'TO REACH THE STATION FROM THE JUNCTION OF  U.S. HIGHWAY 171 AND
 BK3321'STATE HIGHWAY 378 AT MOSS BLUFF, GO WEST FOR
 BK3321'3.6 KM (2.25 MI) ON HIGHWAY 378 TO A CROSSROAD.
 BK3321'TURN RIGHT AND GO NORTH FOR 3.2 KM (2 MI) ON PERKINS FERRY ROAD TO
 BK3321'THE SUB-STATION ON THE LEFT AND THE STATION ON THE RIGHT.
 BK3321'
 BK3321'THE STATION IS A STANDARD NGS DISK
 BK3321'STAMPED---PERKINS STATION 1987---,
 BK3321'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3321'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3321'10 METERS (33 FT) EAST FROM THE CENTER OF THE ROAD AND IN LINE WITH
 BK3321'THE NORTH PERIMETER FENCE AROUND THE SUB-STATION,
 BK3321'50.5 METERS (165.5 FT) NORTH FROM THE CENTER OF A PAVED ROAD,
 BK3321'8.1 METERS (26.5 FT) WEST FROM A UTILITY POLE,
 BK3321'0.6 METERS (2 FT) EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST AT
 BK3321'THE BANK EDGE,
 BK3321'0.6 METERS (2 FT) NORTH FROM A FIBERGLASS WITNESS POST AND
 BK3321'0.6 METERS (2 FT) SOUTH FROM A RIGHT-OF-WAY MARKER.
 BK3321'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3321'STAMPED---PERKINS STATION 1987---,
 BK3321'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3321'
 BK3321'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3321'STAMPED---PERKINS STATION 1987---,
 BK3321'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3321'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3321'11.3 METERS (37 FT) WEST FROM THE CENTER OF THE ROAD,
 BK3321'1.3 METERS (4.5 FT) SOUTH-SOUTHEAST FROM A LARGE UTILITY POLE WITH
 BK3321'ONE TRANSFORMER,
 BK3321'0.6 METERS (2 FT) NORTH FROM A FIBERGLASS WITNESS POST AND
 BK3321'8 METERS (26 FT) SOUTH FROM THE EXTENDED CENTER OF A GRAVEL DRIVE
 BK3321'LEADING TO A YELLOW MOBILE HOME.
 BK3321'TO REACH THE AZIMUTH FROM THE STATION,
 BK3321'GO NORTH FOR 0.57 KM (0.35 MI) ON PERKINS FERRY ROAD TO THE MARK ON
 BK3321'THE LEFT NEAR A LARGE POWER POLE.
 BK3321
 BK3321                          STATION RECOVERY (1990)
 BK3321
 BK3321'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3321'RECOVERED AS DESCRIBED.
 BK3321
 BK3321                          STATION RECOVERY (2002)
 BK3321
 BK3321'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK3321'RECOVERED IN GOOD CONDITION.
 BK3321
 BK3321                          STATION RECOVERY (2005)
 BK3321
 BK3321'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BK3321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3322 ***********************************************************************
 BK3322  DESIGNATION -  PERKINS STATION AZ MK
 BK3322  PID         -  BK3322
 BK3322  STATE/COUNTY-  LA/CALCASIEU
 BK3322  USGS QUAD   -  MOSS BLUFF (1994)
 BK3322
 BK3322                         *CURRENT SURVEY CONTROL
 BK3322  ___________________________________________________________________
 BK3322* NAD 83(1992)-  30 20 06.79602(N)    093 13 58.76889(W)     ADJUSTED  
 BK3322* NAVD 88     -         7.   **(meters)      23.   **(feet)  VERTCON   
 BK3322  **This station is located in a subsidence area (see below).
 BK3322  ___________________________________________________________________
 BK3322  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK3322  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3322
 BK3322  HORZ ORDER  -  SECOND
 BK3322
 BK3322.The horizontal coordinates were established by classical geodetic methods
 BK3322.and adjusted by the National Geodetic Survey in January 1993..
 BK3322.No horizontal observational check was made to the station.
 BK3322
 BK3322 ** The orthometric height has not been validated since last determined
 BK3322 ** by differential leveling and should not be used for control purposes.
 BK3322 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3322 ** area with valid NAVD 88 orthometric heights.
 BK3322 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3322 ** epoch indicated which incorporates improved geoid heights for the
 BK3322 ** Southern Louisiana Subsidence area.
 BK3322 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3322
 BK3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3322
 BK3322.The geoid height was determined by GEOID03.
 BK3322
 BK3322;                    North         East     Units Scale Factor Converg.
 BK3322;SPC LA S     -   204,938.942   817,347.056   MT  0.99994271   -0 56 59.5
 BK3322;SPC LA S     -   672,370.51  2,681,579.47   sFT  0.99994271   -0 56 59.5
 BK3322;UTM  15      - 3,355,954.515   477,604.401   MT  0.99960619   -0 07 03.6
 BK3322
 BK3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3322!SPC LA S     -   1.00000316  x   0.99994271  =   0.99994587
 BK3322!UTM  15      -   1.00000316  x   0.99960619  =   0.99960935
 BK3322
 BK3322                          SUPERSEDED SURVEY CONTROL
 BK3322
 BK3322  NAD 83(1986)-  30 20 06.81692(N)    093 13 58.76161(W) AD(       ) 2
 BK3322  NGVD 29 (05/20/88)    7.     (m)           23.     (f) VERT ANG       
 BK3322
 BK3322.Superseded values are not recommended for survey control.
 BK3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3322.See file dsdata.txt to determine how the superseded data were derived.
 BK3322
 BK3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7760455955(NAD 83)
 BK3322_MARKER: DZ = AZIMUTH MARK DISK
 BK3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3322_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3322+STABILITY: SURFACE MOTION
 BK3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3322+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2002
 BK3322
 BK3322  HISTORY     - Date     Condition        Report By
 BK3322  HISTORY     - 1987     MONUMENTED       LADTD
 BK3322  HISTORY     - 20021102 GOOD             USPSQD
 BK3322
 BK3322                          STATION DESCRIPTION
 BK3322
 BK3322'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3322'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI)
 BK3322'NORTHWEST OF MOSS BLUFF AND
 BK3322'3.5 KM (2.2 MI) SOUTHWEST OF OF GILLIS.
 BK3322'OWNERSHIP--OFFICE OF PARISH PLANNING AND DEVELOPMENT.
 BK3322'
 BK3322'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND
 BK3322'STATE HIGHWAY 378 AT MOSS BLUFF, GO WEST FOR
 BK3322'3.6 KM (2.3 MI) ON HIGHWAY 378 TO A CROSSROAD.
 BK3322'TURN RIGHT AND GO NORTH FOR 3.8 KM (2.4 MI) ON PERKINS FERRY ROAD
 BK3322'TO THE STATION ON THE LEFT NEAR A LARGE POWER POLE.
 BK3322'
 BK3322'THE STATION IS A STANDARD NGS DISK
 BK3322'STAMPED---PERKINS STATION 1987---,
 BK3322'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3322'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3322'11.3 METERS (37.1 FT) WEST FROM THE CENTER OF THE ROAD,
 BK3322'8 METERS (26.3 FT) SOUTH FROM THE EXTENDED CENTER OF A GRAVEL DRIVE
 BK3322'LEADING TO A MOBILE HOME,
 BK3322'1.3 METERS (4.3 FT) SOUTH-SOUTHEAST FROM A LARGE UTILITY POLE WITH
 BK3322'A TRANSFORMER AND
 BK3322'0.6 METERS (2 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 BK3322
 BK3322                          STATION RECOVERY (2002)
 BK3322
 BK3322'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK3322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2835 ***********************************************************************
 AU2835  DESIGNATION -  PEROT
 AU2835  PID         -  AU2835
 AU2835  STATE/COUNTY-  LA/JEFFERSON
 AU2835  USGS QUAD   -  BARATARIA (1973)
 AU2835
 AU2835                         *CURRENT SURVEY CONTROL
 AU2835  ___________________________________________________________________
 AU2835* NAD 83(1992)-  29 41 04.28857(N)    090 10 30.84034(W)     ADJUSTED  
 AU2835* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2835  **This station is located in a subsidence area (see below).
 AU2835  ___________________________________________________________________
 AU2835  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU2835  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AU2835
 AU2835  HORZ ORDER  -  FIRST
 AU2835
 AU2835.The horizontal coordinates were established by classical geodetic methods
 AU2835.and adjusted by the National Geodetic Survey in January 1993..
 AU2835
 AU2835 ** The orthometric height has not been validated since last determined
 AU2835 ** by differential leveling and should not be used for control purposes.
 AU2835 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2835 ** area with valid NAVD 88 orthometric heights.
 AU2835 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2835 ** epoch indicated which incorporates improved geoid heights for the
 AU2835 ** Southern Louisiana Subsidence area.
 AU2835 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2835.The orthometric height was scaled from a topographic map.
 AU2835
 AU2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2835
 AU2835.The geoid height was determined by GEOID03.
 AU2835
 AU2835;                    North         East     Units Scale Factor Converg.
 AU2835;SPC LA S     -   131,864.849 1,112,083.953   MT  0.99994089   +0 34 44.6
 AU2835;SPC LA S     -   432,626.59  3,648,562.10   sFT  0.99994089   +0 34 44.6
 AU2835;UTM  15      - 3,287,167.713   773,356.616   MT  1.00052208   +1 23 59.1
 AU2835
 AU2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2835!SPC LA S     -   1.00000398  x   0.99994089  =   0.99994487
 AU2835!UTM  15      -   1.00000398  x   1.00052208  =   1.00052607
 AU2835
 AU2835:                Primary Azimuth Mark                     Grid Az
 AU2835:SPC LA S     -  PEROT AZ MK                              066 57 39.3
 AU2835:UTM  15      -  PEROT AZ MK                              066 08 24.8
 AU2835
 AU2835|---------------------------------------------------------------------|
 AU2835| PID    Reference Object                     Distance      Geod. Az  |
 AU2835|                                                           dddmmss.s |
 AU2835| AA9901 PEROT AZ MK                                        0673223.9 |
 AU2835| DD7533 PEROT RM 1                           27.161 METERS 07105     |
 AU2835| AU2845 ENTRANCE HARVEY CANAL 2 NAV LT      APPROX.13.4 KM 2573649.8 |
 AU2835| DD7534 PEROT RM 2                           26.697 METERS 28745     |
 AU2835|---------------------------------------------------------------------|
 AU2835
 AU2835                          SUPERSEDED SURVEY CONTROL
 AU2835
 AU2835  NAD 83(1986)-  29 41 04.30451(N)    090 10 30.84418(W) AD(       ) 1
 AU2835  NAD 27      -  29 41 03.54449(N)    090 10 30.57134(W) AD(       ) 1
 AU2835
 AU2835.Superseded values are not recommended for survey control.
 AU2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2835.See file dsdata.txt to determine how the superseded data were derived.
 AU2835
 AU2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7335787168(NAD 83)
 AU2835_MARKER: DS = TRIANGULATION STATION DISK
 AU2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2835
 AU2835  HISTORY     - Date     Condition        Report By
 AU2835  HISTORY     - 1934     MONUMENTED       CGS
 AU2835  HISTORY     - 1940     GOOD             LOCENG
 AU2835  HISTORY     - 1941     GOOD             CGS
 AU2835  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AU2835
 AU2835                          STATION DESCRIPTION
 AU2835
 AU2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2835'STATION IS ABOUT 60 FEET N OF THE N BANK OF BAYOU PEROT, ABOUT
 AU2835'2 MILES SE OF THE POINT WHERE THE INTRACOASTAL CANAL CROSSES THE
 AU2835'BAYOU, ON A SHELL POINT OF LAND WHICH IS FIRM AND DRY, AND ACROSS
 AU2835'THE BAYOU FROM THE SECOND FISH CAMP FROM THE CANAL.
 AU2835'
 AU2835'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AU2835'BRONZE DISKS SET IN CONCRETE.
 AU2835'
 AU2835'REFERENCE MARK NO. 1 IS 89.11 FEET (27.16 METERS) FROM THE
 AU2835'STATION N 71 DEG 05 MIN E.
 AU2835'
 AU2835'REFERENCE MARK NO. 2 IS ABOUT 15 FEET FROM THE WATERS EDGE AND
 AU2835'87.59 FEET (26.70 METERS) FROM THE STATION N 72 DEG 15 MIN W.
 AU2835'
 AU2835'THE AZIMUTH MARK IS IN SOFT GROUND ON THE N BANK OF THE BAYOU,
 AU2835'ABOUT 8 FEET FROM THE WATERS EDGE, AND ABOUT 300 YARDS FROM THE
 AU2835'STATION N 67 DEG 32 MIN E.
 AU2835
 AU2835                          STATION RECOVERY (1940)
 AU2835
 AU2835'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 AU2835'RECOVERED BY THE TXCO.
 AU2835'
 AU2835'STATION RECOVERED IN GOOD CONDITION.  IT IS ON N SIDE OF BAYOU
 AU2835'PEROT ABOUT 1.0 MILE SE OF POINT WHERE INTRACOASTAL CANAL
 AU2835'INTERSECTS WITH BAYOU PEROT.  IT IS ON A SHELL POINT, GROUND FIRM
 AU2835'AND DRY, ABOUT 80 FEET N OF N BANK OF BAYOU PEROT, OPPOSITE THE
 AU2835'SECOND FISH CAMP ON RIGHT SIDE OF BAYOU PEROT RUNNING
 AU2835'SOUTHEASTERLY FROM BAYOU PEROT.  STATION IS ABOUT 7 FEET
 AU2835'WESTERLY FROM W SIDE OF AN OIL STORAGE TANK, THERE BEING A SMALL
 AU2835'WALK RUNNING OUT INTO THE BAYOU FROM A POINT ON THE BANK IN
 AU2835'FRONT OF TANK.  A TOWER 12 FEET HIGH WAS BUILT OVER THIS POINT
 AU2835'BY THE TEXAS COMPANY IN MAY 1940.
 AU2835
 AU2835                          STATION RECOVERY (1941)
 AU2835
 AU2835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FS)
 AU2835'THE AZIMUTH MARK HAS WASHED INTO BAYOU PEROT.  THE STATION
 AU2835'AND REFERENCE MARKS ARE ALL IN GOOD CONDITION.
 AU2835
 AU2835                          STATION RECOVERY (1966)
 AU2835
 AU2835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2835'STATION MARK WAS FOUND LYING ON ITS SIDE, BOTH SURFACE AND
 AU2835'UNDERGROUND MARK DESTROYED.  REFERENCE MARK 1 WAS FOUND IN THE
 AU2835'EDGE OF THE WATER, PROJECTING ABOUT 2-1/2 FEET, AND WILL SOON
 AU2835'BE DESTROYED.  IT IS LOCATED ON THE MOST SOUTHERLY POINT OF
 AU2835'LAND.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  IT
 AU2835'IS 56.5 FEET WEST OF A FORKED TREE, 10 FEET NORTH OF HIGHEST
 AU2835'PART OF SHELL BANK, IN THE EDGE OF A MARSH AND 1 FOOT EAST OF A
 AU2835'METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 AU2835'PEROT NO 2 1934.  THE AZIMUTH MARK WAS REPORTED LOST AT A
 AU2835'PREVIOUS DATE.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 AU2835'THAT THE STATION IS ONLY ABOUT 1 MILE SOUTHEAST OF WHERE
 AU2835'THE INTRACOASTAL WATERWAY CROSSES THE BAYOU INSTEAD OF 2 MILES
 AU2835'AS STATED IN THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2841 ***********************************************************************
 AU2841  DESIGNATION -  PEROT 2
 AU2841  PID         -  AU2841
 AU2841  STATE/COUNTY-  LA/JEFFERSON
 AU2841  USGS QUAD   -  BARATARIA (1973)
 AU2841
 AU2841                         *CURRENT SURVEY CONTROL
 AU2841  ___________________________________________________________________
 AU2841* NAD 83(1992)-  29 41 05.59687(N)    090 10 31.94892(W)     ADJUSTED  
 AU2841* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AU2841  **This station is located in a subsidence area (see below).
 AU2841  ___________________________________________________________________
 AU2841  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU2841  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AU2841
 AU2841  HORZ ORDER  -  FIRST
 AU2841
 AU2841.The horizontal coordinates were established by classical geodetic methods
 AU2841.and adjusted by the National Geodetic Survey in January 1993..
 AU2841
 AU2841 ** The orthometric height has not been validated since last determined
 AU2841 ** by differential leveling and should not be used for control purposes.
 AU2841 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2841 ** area with valid NAVD 88 orthometric heights.
 AU2841 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2841 ** epoch indicated which incorporates improved geoid heights for the
 AU2841 ** Southern Louisiana Subsidence area.
 AU2841 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2841
 AU2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2841
 AU2841.The geoid height was determined by GEOID03.
 AU2841
 AU2841;                    North         East     Units Scale Factor Converg.
 AU2841;SPC LA S     -   131,904.827 1,112,053.744   MT  0.99994086   +0 34 44.1
 AU2841;SPC LA S     -   432,757.75  3,648,462.99   sFT  0.99994086   +0 34 44.1
 AU2841;UTM  15      - 3,287,207.278   773,325.819   MT  1.00052188   +1 23 58.6
 AU2841
 AU2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2841!SPC LA S     -   1.00000386  x   0.99994086  =   0.99994472
 AU2841!UTM  15      -   1.00000386  x   1.00052188  =   1.00052574
 AU2841
 AU2841|---------------------------------------------------------------------|
 AU2841| PID    Reference Object                     Distance      Geod. Az  |
 AU2841|                                                           dddmmss.s |
 AU2841| DD7535 PEROT 2 RM 3                         30.831 METERS 01512     |
 AU2841| DD7536 PEROT 2 RM 4                         31.382 METERS 09949     |
 AU2841| DD7537 PEROT 2 RM 5                                       1283435.4 |
 AU2841|---------------------------------------------------------------------|
 AU2841
 AU2841                          SUPERSEDED SURVEY CONTROL
 AU2841
 AU2841  NAD 83(1986)-  29 41 05.61253(N)    090 10 31.95195(W) AD(       ) 1
 AU2841  NAD 27      -  29 41 04.85037(N)    090 10 31.67801(W) AD(       ) 1
 AU2841  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 AU2841
 AU2841.Superseded values are not recommended for survey control.
 AU2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2841.See file dsdata.txt to determine how the superseded data were derived.
 AU2841
 AU2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7332687207(NAD 83)
 AU2841_MARKER: DS = TRIANGULATION STATION DISK
 AU2841_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2841_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2841
 AU2841  HISTORY     - Date     Condition        Report By
 AU2841  HISTORY     - 1972     MONUMENTED       NGS
 AU2841
 AU2841                          STATION DESCRIPTION
 AU2841
 AU2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2841'MEASUREMENTS WERE MADE WITH 300 FOOT TAPE HOLDING 10 KGS. TENSION.
 AU2841'
 AU2841'ALL MARKS AT THIS STATION WILL BE UNDER WATER AT HIGH TIDE.
 AU2841'
 AU2841'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF WHAT IS LOCALLY
 AU2841'KNOWN AS DELTA FARMS, 4-1/2 MILES WEST OF LAFITTE, 4 MILES
 AU2841'SOUTH-SOUTHWEST OF BARATARIA, 1 MILE SOUTHEAST OF THE INTERCOASTAL
 AU2841'WATERWAY AND ON THE NORTH BANK OF BAYOU PEROT.  IT IS IN THE
 AU2841'NORTHEAST QUARTER OF SECTION 24, R. 23 E, T. 16 S, AND ON LOW SWAMP
 AU2841'LAND THAT IS OWNED BY THE LATTIE CONSTRUCTION COMPANY, WHOSE ADDRESS
 AU2841'IS 3445 NORTH CAUSEWAY BOULEVARD, METAIRIE, LOUISIANA 70002.  THEIR
 AU2841'PHONE NUMBER IS 834-2921.
 AU2841'
 AU2841'THE STATION WAS REACHED BY BOAT BY FOLLOWING THE INTERCOASTAL
 AU2841'WATERWAY SOUTHWEST FROM BARATARIA, FOR ABOUT 5 MILES TO THE BAYOU
 AU2841'PEROT, TURN LEFT AND GO EASTERLY FOR ABOUT 0.5 MILE TO A SMALL
 AU2841'POINT OF LAND AND REFERENCE MARK 5 (AZIMUTH MARK), ON THE LEFT.
 AU2841'CONTINUE EASTERLY FOR 0.5 MILE TO THE STATION ON THE LEFT, NEAR A
 AU2841'SMALL GROUP OF TREES.
 AU2841'
 AU2841'THE STATION MARK, A STANDARD DISK STAMPED, PEROT 2 1972, IS SET IN
 AU2841'THE TOP OF A 5-FOOT BY 4-INCH ORANGEBURG TILE THAT IS FILLED WITH
 AU2841'CEMENT AND PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 108
 AU2841'FEET NORTHWEST OF THE BAYOU SHORELINE, 105 FEET
 AU2841'NORTH-NORTHWEST OF A METAL WITNESS POST AND 3.9 FEET WEST OF ANOTHER
 AU2841'METAL WITNESS POST.
 AU2841'
 AU2841'REFERENCE MARK 3, A STANDARD DISK STAMPED PEROT 2 NO 3 1972, IS SET
 AU2841'IN THE TOP OF A 5-FOOT BY 4-INCH ORANGEBURG TILE THAT IS FILLED WITH
 AU2841'CEMENT AND PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 20
 AU2841'FEET NORTH OF THE SHORELINE AND 2.2 FEET WEST OF A METAL WITNESS
 AU2841'POST.
 AU2841'
 AU2841'REFERENCE MARK 4, A STANDARD DISK STAMPED PEROT 2 NO 4 1972, IS SET
 AU2841'IN THE TOP OF A 5-FOOT BY 4-INCH CEMENT FILLED ORANGEBURG TILE THAT
 AU2841'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 14 FEET NORTH OF
 AU2841'THE SHORELINE AND 2.8 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 AU2841'
 AU2841'REFERENCE MARK 5, A STANDARD DISK STAMPED PEROT 2 NO 5 1972, IS SET
 AU2841'IN THE TOP OF A 5-FOOT BY 4-INCH CEMENT FILLED ORANGEBURG TILE THAT
 AU2841'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 15 FEET EAST OF
 AU2841'THE SHORELINE, 12 FEET NORTH OF THE SHORELINE AND 2.5 FEET
 AU2841'NORTHWEST OF A METAL WITNESS POST.
 AU2841'
 AU2841'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2840 ***********************************************************************
 AU2840  DESIGNATION -  PERRIN
 AU2840  PID         -  AU2840
 AU2840  STATE/COUNTY-  LA/JEFFERSON
 AU2840  USGS QUAD   -  BARATARIA (1973)
 AU2840
 AU2840                         *CURRENT SURVEY CONTROL
 AU2840  ___________________________________________________________________
 AU2840* NAD 83(1992)-  29 44 25.61965(N)    090 08 03.41121(W)     ADJUSTED  
 AU2840* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AU2840  **This station is located in a subsidence area (see below).
 AU2840  ___________________________________________________________________
 AU2840  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AU2840  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AU2840
 AU2840  HORZ ORDER  -  FIRST
 AU2840
 AU2840.The horizontal coordinates were established by classical geodetic methods
 AU2840.and adjusted by the National Geodetic Survey in January 1993..
 AU2840
 AU2840 ** The orthometric height has not been validated since last determined
 AU2840 ** by differential leveling and should not be used for control purposes.
 AU2840 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2840 ** area with valid NAVD 88 orthometric heights.
 AU2840 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2840 ** epoch indicated which incorporates improved geoid heights for the
 AU2840 ** Southern Louisiana Subsidence area.
 AU2840 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2840
 AU2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2840
 AU2840.The geoid height was determined by GEOID03.
 AU2840
 AU2840;                    North         East     Units Scale Factor Converg.
 AU2840;SPC LA S     -   138,104.079 1,115,982.442   MT  0.99993601   +0 35 58.3
 AU2840;SPC LA S     -   453,096.47  3,661,352.40   sFT  0.99993601   +0 35 58.3
 AU2840;UTM  15      - 3,293,465.974   777,167.486   MT  1.00054797   +1 25 21.0
 AU2840
 AU2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2840!SPC LA S     -   1.00000394  x   0.99993601  =   0.99993995
 AU2840!UTM  15      -   1.00000394  x   1.00054797  =   1.00055192
 AU2840
 AU2840:                Primary Azimuth Mark                     Grid Az
 AU2840:SPC LA S     -  PUMP                                     008 50 10.3
 AU2840:UTM  15      -  PUMP                                     008 00 47.6
 AU2840
 AU2840|---------------------------------------------------------------------|
 AU2840| PID    Reference Object                     Distance      Geod. Az  |
 AU2840|                                                           dddmmss.s |
 AU2840| AU2156 PUMP                                APPROX. 6.6 KM 0092608.6 |
 AU2840| DD7538 PERRIN RM 1                          28.770 METERS 10649     |
 AU2840| AU2820 BARATARIA WATER TANK                APPROX. 3.4 KM 1421504.1 |
 AU2840| DD7943 PERRIN RM 2                          42.892 METERS 24652     |
 AU2840| DD7944 PERRIN RM 3                                        3073510.6 |
 AU2840|---------------------------------------------------------------------|
 AU2840
 AU2840                          SUPERSEDED SURVEY CONTROL
 AU2840
 AU2840  NAD 83(1986)-  29 44 25.63493(N)    090 08 03.41356(W) AD(       ) 1
 AU2840  NAD 27      -  29 44 24.87881(N)    090 08 03.14520(W) AD(       ) 1
 AU2840  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 AU2840
 AU2840.Superseded values are not recommended for survey control.
 AU2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2840.See file dsdata.txt to determine how the superseded data were derived.
 AU2840
 AU2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7716793466(NAD 83)
 AU2840_MARKER: DS = TRIANGULATION STATION DISK
 AU2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2840
 AU2840  HISTORY     - Date     Condition        Report By
 AU2840  HISTORY     - 1972     MONUMENTED       NGS
 AU2840
 AU2840                          STATION DESCRIPTION
 AU2840
 AU2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2840'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH AND HIGH WEEDS ON LINE.
 AU2840'
 AU2840'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF LAFITTE, 4
 AU2840'MILES SOUTHWEST OF CROWN POINT, 1.5 MILES EAST OF THE EAST BANK OF
 AU2840'LAKE SALVADOR, NEAR THE WEST EDGE OF BARATARIA BAYOU.  IT IS IN S.
 AU2840'15, R. 23 E, T. 15 S, AND ON A VACANT LOT THAT IS THE PROPERTY OF MR.
 AU2840'IAGNAE PERRIN, BOX 322, BARATARIA, LOUISIANA 70036.
 AU2840'
 AU2840'TO REACH THE STATION FROM THE FISHER JUNIOR HIGH SCHOOL IN BARATARIA,
 AU2840'GO SOUTHERLY ON STATE HIGHWAY 45 FOR 0.35 MILE TO A SIDEROAD RIGHT.
 AU2840'TURN RIGHT AND GO WESTERLY ON STATE HIGHWAY 301, CROSSING BRIDGE
 AU2840'OVER BAYOU BARATARIA FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY
 AU2840'301 THAT LEADS NORTHERLY.  TURN RIGHT, GO NORTHERLY ON STATE
 AU2840'HIGHWAY 301 FOR 0.65 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 AU2840'STRAIGHT AHEAD FOR 0.05 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT
 AU2840'AND GO WESTERLY FOR 0.05 MILE TO A GATE AND RM 3 (AZIMUTH MARK) ON
 AU2840'THE LEFT AS DESCRIBED.
 AU2840'
 AU2840'STATION MARKS ARE STANDARD DISKS STAMPED PERRIN 1972.  THE SURFACE
 AU2840'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2840'THAT IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 105 FEET
 AU2840'EAST OF SURFACED ROAD, 68.5 FEET SOUTHEAST OF A 10 INCH TREE AND 81
 AU2840'FEET EAST-NORTHEAST OF AN UTILITY POLE.  THE UNDERGROUND MARK
 AU2840'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 AU2840'THE GROUND SURFACE.
 AU2840'
 AU2840'REFERENCE MARK 1, A STANDARD DISK STAMPED PERRIN NO 1 1972, IS SET IN
 AU2840'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 AU2840'WITH THE GROUND SURFACE.  IT IS 51 FEET WEST OF A 36 INCH LIVE OAK
 AU2840'TREE, 38 FEET SOUTH OF AN 8 INCH SPRUCE TREE AND 2.5 FEET NORTH OF
 AU2840'AN UTILITY POLE.
 AU2840'
 AU2840'REFERENCE MARK 2, A STANDARD DISK STAMPED PERRIN NO 2 1972, IS SET IN
 AU2840'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2840'WITH THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF
 AU2840'SURFACED ROAD, 11 FEET NORTH OF THE CENTER OF GATE AND 1 FOOT
 AU2840'EAST OF FENCE.
 AU2840'
 AU2840'REFERENCE MARK 3 (AZIMUTH MARK), A STANDARD DISK STAMPED PERRIN NO 3
 AU2840'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2840'THAT IS FLUSH, WITH GROUND SURFACE.  IT IS 67 FEET SOUTH OF THE
 AU2840'SOUTH BANK OF CANAL, 31.5 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AU2840'CORNER OF SHED, 17.5 FEET SOUTH OF THE CENTER OF SHELL DRIVEWAY,
 AU2840'11.5 FEET SOUTH SOUTHWEST OF AN UTILITY POLE AND 1.5 FEET EAST OF
 AU2840'FENCE.
 AU2840'
 AU2840'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1015 ***********************************************************************
 BJ1015  DESIGNATION -  PERTUIT
 BJ1015  PID         -  BJ1015
 BJ1015  STATE/COUNTY-  LA/IBERVILLE
 BJ1015  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1015
 BJ1015                         *CURRENT SURVEY CONTROL
 BJ1015  ___________________________________________________________________
 BJ1015* NAD 83(1986)-  30 18 41.     (N)    091 11 14.     (W)     SCALED    
 BJ1015* NAVD 88     -         8.19   (+/-2cm)      26.9    (feet)  VERTCON   
 BJ1015  ___________________________________________________________________
 BJ1015  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ1015
 BJ1015  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ1015
 BJ1015.The horizontal coordinates were scaled from a topographic map and have
 BJ1015.an estimated accuracy of +/- 6 seconds.
 BJ1015
 BJ1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1015.The vertical order pertains to the NGVD 29 superseded value.
 BJ1015
 BJ1015.The geoid height was determined by GEOID03.
 BJ1015
 BJ1015;                    North         East    Units  Estimated Accuracy
 BJ1015;SPC LA S     -   200,790.    1,014,050.      MT  (+/- 180 meters Scaled)
 BJ1015
 BJ1015                          SUPERSEDED SURVEY CONTROL
 BJ1015
 BJ1015  NGVD 29 (??/??/??)    8.228  (m)           26.99   (f) ADJUSTED    1 1
 BJ1015
 BJ1015.Superseded values are not recommended for survey control.
 BJ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1015.See file dsdata.txt to determine how the superseded data were derived.
 BJ1015
 BJ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP743546(NAD 83)
 BJ1015_MARKER: B = BOLT
 BJ1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1015+STABILITY: SURFACE MOTION
 BJ1015
 BJ1015  HISTORY     - Date     Condition        Report By
 BJ1015  HISTORY     - UNK      MONUMENTED       DOD
 BJ1015  HISTORY     - 1964     GOOD             CGS
 BJ1015  HISTORY     - 1976     GOOD             NGS
 BJ1015
 BJ1015                          STATION DESCRIPTION
 BJ1015
 BJ1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1015'5.25 MI SW FROM BURTVILLE.
 BJ1015'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1015'STATE HIGHWAY 327 AT BURTVILLE, THENCE 2.3 MILES WESTERLY ALONG STATE
 BJ1015'HIGHWAY 991, IN A LARGE OPEN PASTURE, 192 FEET SOUTH OF THE CENTER
 BJ1015'LINE OF THE HIGHWAY, 133 FEET EAST OF THE SOUTHEAST CORNER OF A
 BJ1015'TWO-STORIED UNPAINTED FRAME HOUSE, 16 1/2 FEET EAST OF THE CENTER OF A
 BJ1015'NORTH-SOUTH DITCH, 132 FEET SOUTH OF THE EAST ONE OF THREE PECAN
 BJ1015'TREES, 3 FEET SOUTH OF A 4-BY-6-INCH WOODEN WITNESS POST, ABOUT LEVEL
 BJ1015'WITH THE HIGHWAY, A COPPER BOLT SET IN THE CENTER OF A CONCRETE POST
 BJ1015'INSCRIBED USBM AND PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1015
 BJ1015                          STATION RECOVERY (1976)
 BJ1015
 BJ1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1015'3.2 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1015'STATE HIGHWAY 30, THENCE 2.35 MILE WEST ALONG STATE HIGHWAY 991, IN A
 BJ1015'FENCED IN FIELD, 195 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, 134.5
 BJ1015'FT EAST OF THE SOUTHEAST CORNER OF A TWO-STORIED BRICK BASED UNPAINTED
 BJ1015'FRAME HOUSE, 14 FT EAST OF THE CENTER LINE OF A NORTH-SOUTH DITCH,
 BJ1015'138 FT SOUTH SOUTHEAST OF THE EAST ONE OF THREE PECAN TREES, 67.5 FT
 BJ1015'WEST OF A FENCE LINE, 227 FT NORTH OF A FENCE LINE, A COPPER BOLT SET
 BJ1015'IN THE CENTER OF A CONCRETE POST FIVE INCHES UNDERGROUND,
 BJ1015'NOTE POST HAS BEEN HIT AND CHIPPED BY TRACTOR PLOWING FIELD, BUT
 BJ1015'SEEMS TO BE STILL SOLID, USBM INSCRIBED IN POST IS WORN AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2037 ***********************************************************************
 BK2037  DESIGNATION -  PETE
 BK2037  PID         -  BK2037
 BK2037  STATE/COUNTY-  LA/AVOYELLES
 BK2037  USGS QUAD   -  BUNKIE (1992)
 BK2037
 BK2037                         *CURRENT SURVEY CONTROL
 BK2037  ___________________________________________________________________
 BK2037* NAD 83(1992)-  30 55 33.86138(N)    092 09 39.79581(W)     ADJUSTED  
 BK2037* NAVD 88     -        18.03   (+/-2cm)      59.2    (feet)  VERTCON   
 BK2037  ___________________________________________________________________
 BK2037  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK2037  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK2037
 BK2037  HORZ ORDER  -  SECOND
 BK2037  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2037
 BK2037.The horizontal coordinates were established by classical geodetic methods
 BK2037.and adjusted by the National Geodetic Survey in January 1993..
 BK2037
 BK2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2037.The vertical order pertains to the NGVD 29 superseded value.
 BK2037
 BK2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2037
 BK2037.The geoid height was determined by GEOID03.
 BK2037
 BK2037;                    North         East     Units Scale Factor Converg.
 BK2037;SPC LA N     -    47,293.436 1,032,397.692   MT  1.00006325   +0 10 45.1
 BK2037;SPC LA N     -   155,161.88  3,387,124.76   sFT  1.00006325   +0 10 45.1
 BK2037;UTM  15      - 3,421,710.568   580,153.914   MT  0.99967925   +0 25 52.3
 BK2037
 BK2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2037!SPC LA N     -   1.00000143  x   1.00006325  =   1.00006468
 BK2037!UTM  15      -   1.00000143  x   0.99967925  =   0.99968068
 BK2037
 BK2037:                Primary Azimuth Mark                     Grid Az
 BK2037:SPC LA N     -  BUNKIE ITC CABLE TV MAST                 030 50 01.0
 BK2037:UTM  15      -  BUNKIE ITC CABLE TV MAST                 030 34 53.8
 BK2037
 BK2037|---------------------------------------------------------------------|
 BK2037| PID    Reference Object                     Distance      Geod. Az  |
 BK2037|                                                           dddmmss.s |
 BK2037| BK2624 BUNKIE ITC CABLE TV MAST            APPROX. 4.7 KM 0310046.1 |
 BK2037| BK2625 PETE LDH 1969 RM 2                   25.462 METERS 14634     |
 BK2037| BK2038 PETE AZ MK                                         3255330.7 |
 BK2037| CW2188 PETE RM 1                            17.662 METERS 33353     |
 BK2037|---------------------------------------------------------------------|
 BK2037
 BK2037                          SUPERSEDED SURVEY CONTROL
 BK2037
 BK2037  NAD 83(1986)-  30 55 33.88142(N)    092 09 39.79073(W) AD(       ) 2
 BK2037  NAD 27      -  30 55 33.18698(N)    092 09 39.33935(W) AD(       ) 2
 BK2037  NGVD 29 (??/??/??)   18.007  (m)           59.08   (f) ADJUSTED    2 2
 BK2037
 BK2037.Superseded values are not recommended for survey control.
 BK2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2037.See file dsdata.txt to determine how the superseded data were derived.
 BK2037
 BK2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8015421711(NAD 83)
 BK2037_MARKER: DS = TRIANGULATION STATION DISK
 BK2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2037_SP_SET: CONCRETE POST
 BK2037_STAMPING: PETE 1969
 BK2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2037+STABILITY: SURFACE MOTION
 BK2037
 BK2037  HISTORY     - Date     Condition        Report By
 BK2037  HISTORY     - 1969     MONUMENTED       LADTD
 BK2037  HISTORY     - 1975     GOOD             LADTD
 BK2037
 BK2037                          STATION DESCRIPTION
 BK2037
 BK2037'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2037'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2037'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED PETE 1969,
 BK2037'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BK2037'ABOVE THE GROUND.  THE MARK IS 67 FEET EAST OF THE CENTER OF
 BK2037'U.S. HIGHWAY 71, 31.4 FEET WEST OF THE WEST RAIL OF THE TEXAS
 BK2037'AND PACIFIC RAILROAD, 75 FEET WEST OF A NORTH-SOUTH FENCE,
 BK2037'66 FEET SOUTH OF A DIRT ROAD LEADING TO A FIELD, 4.2 FEET
 BK2037'SOUTH OF A TELEGRAPH POLE AND 2 FEET WEST OF A METAL WITNESS
 BK2037'POST AND SIGN.
 BK2037'
 BK2037'TO REACH THE STATION FROM THE POST OFFICE IN BUNKIE, DRIVE
 BK2037'EAST ALONG MAGNOLIA STREET TO U.S. HIGHWAY 71, THENCE SOUTH
 BK2037'ALONG U.S. HIGHWAY 71 FOR 2.36 MILES TO THE STATION WHICH IS
 BK2037'ON THE EAST SIDE OF THE HIGHWAY.
 BK2037'
 BK2037'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2037'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED PETE RM 1 1969,
 BK2037'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BK2037'ABOVE THE GROUND.  THE MARK IS 53.4 FEET NORTH OF A TELEGRAPH
 BK2037'POLE, 22.5 FEET WEST OF THE WEST RAIL OF THE TEXAD AND PACIFIC
 BK2037'RAILROAD, 75 FEET SOUTHWEST OF THE CENTER OF A GATE, 9.4 FEET
 BK2037'SOUTH OF THE CENTER OF A DIRT ROAD LEADING TO A FIELD, 75 FEET
 BK2037'EAST OF THE CENTER OF U.S. HIGHWAY 71 AND 57 FEET NORTH OF A
 BK2037'METAL WITNESS POST AND SIGN.
 BK2037'
 BK2037'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF
 BK2037'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BK2037'PETE RM 2 1969, IS SET IN THE TOP OF A CONCRETE POST THAT
 BK2037'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 23.3 FEET
 BK2037'WEST OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD, 76
 BK2037'FEET WEST OF A NORTH-SOUTH FENCE, 58.5 FEET NORTH OF A
 BK2037'TELEGRAPH POLE WITH A BRACE AND 65 FEET EAST OF THE CENTER
 BK2037'OF U.S. HIGHWAY 71.
 BK2037'
 BK2037'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2037'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED PETE AZ MK 1969,
 BK2037'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BK2037'ABOVE THE GROUND.  THE MARK IS 2.2 FEET WEST OF A METAL
 BK2037'WITNESS POST AND SIGN, 2.6 FEET SOUTH-SOUTHWEST OF POWER POLE
 BK2037'NUMBER 93J, 24.3 FEET WEST OF THE WEST RAIL OF THE TEXAD AND
 BK2037'PACIFIC RAILROAD, 73.7 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 BK2037'71 AND 43.6 FEET EAST-SOUTHEAST OF A JUNCTION BOX FOR AN
 BK2037'UNDERGROUND BELL TELEPHONE CABLE.
 BK2037'
 BK2037'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG
 BK2037'U.S. HIGHWAY 71 FOR 0.35 MILE TO THE MARK WHICH IS ON THE
 BK2037'RIGHT SIDE OF THE HIGHWAY AND OPPOSITE THE INTERSECTION OF
 BK2037'A ROAD LEADING SOUTHWEST.
 BK2037
 BK2037                          STATION RECOVERY (1975)
 BK2037
 BK2037'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2037'2.5 MI SE FROM BUNKIE.
 BK2037'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT 2.5 MILES SE ALONG US HIGHWAY
 BK2037'71, 67 FT EAST OF THE CENTERLINE OF US HIGHWAY 71, 31 FT WEST OF THE
 BK2037'WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACK, 66 FT SOUTH OF A
 BK2037'FIELD ROAD CROSSING THE TRACKS, 4 FT SOUTH OF A TELEGRAPH POLE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3389 ***********************************************************************
 BK3389  DESIGNATION -  PETE 2
 BK3389  PID         -  BK3389
 BK3389  STATE/COUNTY-  LA/VERNON
 BK3389  USGS QUAD   -  ROSEPINE (1994)
 BK3389
 BK3389                         *CURRENT SURVEY CONTROL
 BK3389  ___________________________________________________________________
 BK3389* NAD 83(1992)-  30 53 39.21284(N)    093 19 49.55003(W)     ADJUSTED  
 BK3389* NAVD 88     -        67.     (meters)     220.     (feet)  VERTCON   
 BK3389  ___________________________________________________________________
 BK3389  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 BK3389  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK3389
 BK3389  HORZ ORDER  -  THIRD
 BK3389
 BK3389.The horizontal coordinates were established by classical geodetic methods
 BK3389.and adjusted by the National Geodetic Survey in January 1993..
 BK3389.No horizontal observational check was made to the station.
 BK3389
 BK3389.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3389
 BK3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3389
 BK3389.The geoid height was determined by GEOID03.
 BK3389
 BK3389;                    North         East     Units Scale Factor Converg.
 BK3389;SPC LA N     -    44,015.966   920,597.923   MT  1.00007293   -0 26 20.6
 BK3389;SPC LA N     -   144,409.05  3,020,328.35   sFT  1.00007293   -0 26 20.6
 BK3389;UTM  15      - 3,417,926.347   468,420.247   MT  0.99961230   -0 10 10.8
 BK3389
 BK3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3389!SPC LA N     -   0.99999366  x   1.00007293  =   1.00006659
 BK3389!UTM  15      -   0.99999366  x   0.99961230  =   0.99960596
 BK3389
 BK3389|---------------------------------------------------------------------|
 BK3389| PID    Reference Object                     Distance      Geod. Az  |
 BK3389|                                                           dddmmss.s |
 BK3389| CS7214 PETE 2 RM 3                          14.786 METERS 03003     |
 BK3389| BK3390 PETE 2 AZ MK                        APPROX. 0.8 KM 0901519.6 |
 BK3389| CS7215 PETE 2 RM 4                          22.978 METERS 09252     |
 BK3389| BK3062 PETE                                102.815 METERS 25131     |
 BK3389|---------------------------------------------------------------------|
 BK3389
 BK3389                          SUPERSEDED SURVEY CONTROL
 BK3389
 BK3389  NAD 83(1986)-  30 53 39.23071(N)    093 19 49.54040(W) AD(       ) 3
 BK3389  NGVD 29 (11/12/92)   68.     (m)          223.     (f) VERT ANG       
 BK3389
 BK3389.Superseded values are not recommended for survey control.
 BK3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3389.See file dsdata.txt to determine how the superseded data were derived.
 BK3389
 BK3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6842017926(NAD 83)
 BK3389_MARKER: DD = SURVEY DISK
 BK3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3389_STAMPING: PETE 2 1985
 BK3389_MARK LOGO: NGS   
 BK3389_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3389+STABILITY: SURFACE MOTION
 BK3389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3389+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BK3389
 BK3389  HISTORY     - Date     Condition        Report By
 BK3389  HISTORY     - 1985     MONUMENTED       NGS
 BK3389  HISTORY     - UNK      SEE DESCRIPTION
 BK3389  HISTORY     - 19940611 GOOD             USPSQD
 BK3389  HISTORY     - 20010331 GOOD             NGS
 BK3389  HISTORY     - 20011125 GOOD             USPSQD
 BK3389
 BK3389                          STATION DESCRIPTION
 BK3389
 BK3389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (FLM)
 BK3389'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MILES) NORTH NORTHWEST OF DE
 BK3389'RIDDER, 29 KM (18 MILES) SOUTH OF LEESVILLE AND 4.8 KM (3 MILES)
 BK3389'SOUTHWEST OF ROSEPINE, IN THE NORTHWEST QUARTER OF SECTION 18, T 2 S,
 BK3389'R 9 W, OWNERSHIP-- MR JOHN HAM DE RIDDER, LOUISIANA, PHONE
 BK3389'318-463-2957.
 BK3389' 
 BK3389'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 171 AND US
 BK3389'HIGHWAY 190 IN DE RIDDER, GO NORTH ALONG US HIGHWAY 171 FOR 4.8 KM (3
 BK3389'MILES) TO THE GOLDEN LANTERN ROAD ON THE LEFT, THENCE LEFT AND GO WEST
 BK3389'ALONG THAT ROAD FOR 4.8 KM (3 MILES) TO THE STATION ON THE RIGHT NEAR
 BK3389'A DRIVEWAY LEADING NORTH TO A TWO STORY BRICK HOUSE.
 BK3389' 
 BK3389'THE STATION IS A STANDARD LADH DISK STAMPED--PETE 2 1985--, SET INTO
 BK3389'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 BK3389'RECESSED 2 INCHES OR 5 CM BELOW THE GROUND LOCATED 33 FT (10.1 M) N
 BK3389'FROM THE CENTER OF THE ROAD, 14.5 FT (4.4 M) W FROM THE CENTER OF A
 BK3389'GRAVEL ROAD, 17 FT (5.2 M) S FROM A 28-INCH PINE TRE, 3.5 FT (1.1 M) N
 BK3389'FROM A METAL POST WITH SIGN ATTACHED, AND 3 FT (0.9 M) N FROM A
 BK3389'FIVE-STRAND BARBED WIRE FENCE.
 BK3389' 
 BK3389'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--PETE 2 1985--,
 BK3389'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M) BELOW THE SURFACE.
 BK3389'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED--PETE 2 RM 3
 BK3389'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BK3389'CM IN DIAMETER FLUSH WITH GROUND LOCATED 75 FT (22.9 M) N FROM THE
 BK3389'CENTER OF THE HIGHWAY, 12 FT (3.7 M) E FROM THE CENTER OF A GRAVEL
 BK3389'DRIVE, 8 FT (2.4 M) SSE FROM A 24-INCH PINE TREE, AND 5.5 FT (1.7 M) S
 BK3389'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BK3389' 
 BK3389'REFERENCE MARK NO 4 IS A STANDARD LADH DISK STAMPED--PETE 2 RM 4
 BK3389'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BK3389'CM IN DIAMETER FLUSH WITH GROUND LOCATED 61.5 FT (18.7 M) E FROM THE
 BK3389'CENTER OF A GRAVEL DRIVE, 55 FT (16.8 M) W FROM A POWER POLE, 30 FT
 BK3389'(9.1 M) N FROM THE CENTER OF THE HIGHWAY, AND 3 FT (0.9 M) W FROM A
 BK3389'METAL WITNESS POST WITH SIGN ATTACHED.
 BK3389' 
 BK3389'AZIMUTH MARK NO 2 IS A STANDARD LADH DISK STAMPED--PETE 2 AZ MK
 BK3389'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BK3389'CM IN DIAMETER FLUSH WITH GROUND LOCATED 30 FT (9.1 M) N FROM THE
 BK3389'CENTER OF THE HIGHWAY, 17.5 FT (5.3 M) E FROM A POWER POLE, 2 FT (0.6
 BK3389'M) E FROM A METAL WITNESS POST WITH SIGN ATTACHED, AND 0.5 FT (0.2 M)
 BK3389'S FROM A 5-STRAND BARBED WIRE FENCE.
 BK3389' 
 BK3389'TO REACH THE AZIMUTH MARK, GO EAST FOR 0.8 KM (0.5 MILE) TO THE
 BK3389'AZIMUTH MARK ON THE LEFT NEAR A 5-STRAIN BARBED WIRE FENCE.
 BK3389
 BK3389                          STATION RECOVERY (UNK )
 BK3389
 BK3389'RECOVERED UNK
 BK3389'RECOVERED AS DESCRIBED.
 BK3389
 BK3389                          STATION RECOVERY (1994)
 BK3389
 BK3389'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3389'RECOVERED IN GOOD CONDITION.
 BK3389
 BK3389                          STATION RECOVERY (2001)
 BK3389
 BK3389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3389'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3389
 BK3389                          STATION RECOVERY (2001)
 BK3389
 BK3389'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2038 ***********************************************************************
 BK2038  DESIGNATION -  PETE AZ MK
 BK2038  PID         -  BK2038
 BK2038  STATE/COUNTY-  LA/AVOYELLES
 BK2038  USGS QUAD   -  BUNKIE (1992)
 BK2038
 BK2038                         *CURRENT SURVEY CONTROL
 BK2038  ___________________________________________________________________
 BK2038* NAD 83(1986)-  30 55 47.     (N)    092 09 49.     (W)     SCALED    
 BK2038* NAVD 88     -        18.83   (+/-2cm)      61.8    (feet)  VERTCON   
 BK2038  ___________________________________________________________________
 BK2038  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK2038
 BK2038  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2038
 BK2038.The horizontal coordinates were scaled from a topographic map and have
 BK2038.an estimated accuracy of +/- 6 seconds.
 BK2038
 BK2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2038.The vertical order pertains to the NGVD 29 superseded value.
 BK2038
 BK2038.The geoid height was determined by GEOID03.
 BK2038
 BK2038;                    North         East    Units  Estimated Accuracy
 BK2038;SPC LA N     -    47,700.    1,032,150.      MT  (+/- 180 meters Scaled)
 BK2038
 BK2038                          SUPERSEDED SURVEY CONTROL
 BK2038
 BK2038  NGVD 29 (??/??/??)   18.810  (m)           61.71   (f) ADJUSTED    2 2
 BK2038
 BK2038.Superseded values are not recommended for survey control.
 BK2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2038.See file dsdata.txt to determine how the superseded data were derived.
 BK2038
 BK2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ799221(NAD 83)
 BK2038_MARKER: DZ = AZIMUTH MARK DISK
 BK2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2038_SP_SET: CONCRETE POST
 BK2038_STAMPING: PETE AZMK 1969
 BK2038_MARK LOGO: LADH  
 BK2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2038+STABILITY: SURFACE MOTION
 BK2038
 BK2038  HISTORY     - Date     Condition        Report By
 BK2038  HISTORY     - 1969     MONUMENTED       LADTD
 BK2038  HISTORY     - 1975     GOOD             LADTD
 BK2038
 BK2038                          STATION DESCRIPTION
 BK2038
 BK2038'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2038'2.1 MI SE FROM BUNKIE.
 BK2038'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT 2.1 MILES SE ALONG US HIGHWAY
 BK2038'71, 73 FT EAST OF THE CENTERLINE OF US HIGHWAY 71, 3 FT SW OF A
 BK2038'TELEGRAPH POLE NO 93 J, 24 FT WEST OF THE WEST RAIL OF THE TEXAS AND
 BK2038'PACIFIC RAILROAD TRACK, 44 FT EAST OF A JUNCTION BOX FOR A
 BK2038'UNDERGROUND TELEPHONE CABBLE, THIS MARKER IS LOCATED NEAR THE JUNCTION
 BK2038'OF US HIGHWAY 71 AND STATE HIGHWAY 1176.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2036 ***********************************************************************
 BK2036  DESIGNATION -  PETE LADTD RM 1
 BK2036  PID         -  BK2036
 BK2036  STATE/COUNTY-  LA/AVOYELLES
 BK2036  USGS QUAD   -  BUNKIE (1992)
 BK2036
 BK2036                         *CURRENT SURVEY CONTROL
 BK2036  ___________________________________________________________________
 BK2036* NAD 83(1986)-  30 55 29.     (N)    092 09 37.     (W)     SCALED    
 BK2036* NAVD 88     -        17.86   (+/-2cm)      58.6    (feet)  VERTCON   
 BK2036  ___________________________________________________________________
 BK2036  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK2036
 BK2036  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2036
 BK2036.The horizontal coordinates were scaled from a topographic map and have
 BK2036.an estimated accuracy of +/- 6 seconds.
 BK2036
 BK2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2036.The vertical order pertains to the NGVD 29 superseded value.
 BK2036
 BK2036.The geoid height was determined by GEOID03.
 BK2036
 BK2036;                    North         East    Units  Estimated Accuracy
 BK2036;SPC LA N     -    47,140.    1,032,470.      MT  (+/- 180 meters Scaled)
 BK2036
 BK2036                          SUPERSEDED SURVEY CONTROL
 BK2036
 BK2036  NGVD 29 (??/??/??)   17.834  (m)           58.51   (f) ADJUSTED    2 2
 BK2036
 BK2036.Superseded values are not recommended for survey control.
 BK2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2036.See file dsdata.txt to determine how the superseded data were derived.
 BK2036
 BK2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ802215(NAD 83)
 BK2036_MARKER: DR = REFERENCE MARK DISK
 BK2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2036_SP_SET: CONCRETE POST
 BK2036_STAMPING: PETE NO 1 1969
 BK2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2036+STABILITY: SURFACE MOTION
 BK2036
 BK2036  HISTORY     - Date     Condition        Report By
 BK2036  HISTORY     - 1969     MONUMENTED       LADTD
 BK2036  HISTORY     - 1975     GOOD             LADTD
 BK2036
 BK2036                          STATION DESCRIPTION
 BK2036
 BK2036'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2036'2.5 MI SE FROM BUNKIE.
 BK2036'100 FT WEST OF THE CENTERLINE OF US HIGHWAY 71, 45 FT SW OF POWER POLE
 BK2036'NO 12, 56 FT WEST OF A FENCE CORNER, THIS MARKER IS NEAR A HOUSING
 BK2036'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT 2.5 MILES SE ALONG US HIGHWAY
 BK2036'71, 65 FT EAST OF THE CENTERLINE OF US HIGHWAY 71, 23 FT WEST OF THE
 BK2036'WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACK, 58 FT NW OF A
 BK2036'TELEGRAPH POLE, 146 FT SE OF THE CENTERLINE OF A FIELD ROAD CROSSING
 BK2036'THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0663 ***********************************************************************
 AV0663  DESIGNATION -  PETER DYSONS HOUSE CHIM USGS
 AV0663  PID         -  AV0663
 AV0663  STATE/COUNTY-  LA/VERMILION
 AV0663  USGS QUAD   -  PECAN ISLAND (1979)
 AV0663
 AV0663                         *CURRENT SURVEY CONTROL
 AV0663  ___________________________________________________________________
 AV0663* NAD 83(1992)-  29 38 49.84935(N)    092 27 14.29699(W)     ADJUSTED  
 AV0663* NAVD 88     -                                                        
 AV0663  **This station is located in a subsidence area (see below).
 AV0663  ___________________________________________________________________
 AV0663  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AV0663  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AV0663
 AV0663  HORZ ORDER  -  THIRD
 AV0663
 AV0663.The horizontal coordinates were established by classical geodetic methods
 AV0663.and adjusted by the National Geodetic Survey in January 1993..
 AV0663
 AV0663 ** The orthometric height has not been validated since last determined
 AV0663 ** by differential leveling and should not be used for control purposes.
 AV0663 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0663 ** area with valid NAVD 88 orthometric heights.
 AV0663 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0663 ** epoch indicated which incorporates improved geoid heights for the
 AV0663 ** Southern Louisiana Subsidence area.
 AV0663 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0663
 AV0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0663
 AV0663.The geoid height was determined by GEOID03.
 AV0663
 AV0663;                    North         East     Units Scale Factor Converg.
 AV0663;SPC LA S     -   127,689.744   891,501.106   MT  0.99994467   -0 33 37.2
 AV0663;SPC LA S     -   418,928.77  2,924,866.55   sFT  0.99994467   -0 33 37.2
 AV0663;UTM  15      - 3,279,815.695   552,848.897   MT  0.99963446   +0 16 12.4
 AV0663
 AV0663                          SUPERSEDED SURVEY CONTROL
 AV0663
 AV0663  NAD 83(1986)-  29 38 49.86882(N)    092 27 14.28540(W) AD(       ) 4
 AV0663  NAD 27      -  29 38 49.08000(N)    092 27 13.80000(W) AD(       ) 3
 AV0663
 AV0663.Superseded values are not recommended for survey control.
 AV0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0663.See file dsdata.txt to determine how the superseded data were derived.
 AV0663
 AV0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5284979816(NAD 83)
 AV0663_MARKER: 85 = CHIMNEY
 AV0663
 AV0663  HISTORY     - Date     Condition        Report By
 AV0663  HISTORY     - 1932     FIRST OBSERVED   CGS
 AV0663  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0663  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AV0663
 AV0663                          STATION DESCRIPTION
 AV0663
 AV0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JML)
 AV0663'IS CENTER OF N CHIMNEY OF PETER DYSONS HOUSE ON PECAN ISLAND.
 AV0663
 AV0663                          STATION RECOVERY (1948)
 AV0663
 AV0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0663'NOT RECOVERED.  THE HOUSE WHICH WAS FORMERLY PETER DYSONS
 AV0663'HOUSE IS NOW OWNED BY RAY KOCH.  THERE ARE NOW TWO CHIMNEYS
 AV0663'ON THE HOUSE APPROXIMATELY ON AN E-W LINE.
 AV0663'
 AV0663'ACCORDING TO LOCAL INFORMATION THE CHIMNEYS HAVE NOT BEEN
 AV0663'CHANGED.  IF ONE OF THE EXISTING CHIMENYS IS THE STATION IT IS
 AV0663'THOUGHT TO BE THE W ONE WHICH IS THE LARGER OF THE TWO AND IS
 AV0663'CONSTRUCTED OF BRICK.
 AV0663
 AV0663                          STATION RECOVERY (2004)
 AV0663
 AV0663'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0663'THERE IS A HOUSE ON THIS SAME SPOT WITH 2 CHIMNEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2968 ***********************************************************************
 BH2968  DESIGNATION -  PETERS
 BH2968  PID         -  BH2968
 BH2968  STATE/COUNTY-  LA/WASHINGTON
 BH2968  USGS QUAD   -  BOGALUSA EAST (1997)
 BH2968
 BH2968                         *CURRENT SURVEY CONTROL
 BH2968  ___________________________________________________________________
 BH2968* NAD 83(1992)-  30 47 35.40612(N)    089 49 18.69679(W)     ADJUSTED  
 BH2968* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 BH2968  ___________________________________________________________________
 BH2968  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BH2968  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BH2968
 BH2968  HORZ ORDER  -  SECOND
 BH2968
 BH2968.The horizontal coordinates were established by classical geodetic methods
 BH2968.and adjusted by the National Geodetic Survey in May 1994..
 BH2968
 BH2968.The orthometric height was scaled from a topographic map.
 BH2968
 BH2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2968
 BH2968.The geoid height was determined by GEOID03.
 BH2968
 BH2968;                    North         East     Units Scale Factor Converg.
 BH2968;SPC LA S     -   255,146.743 1,144,661.610   MT  1.00002114   +0 45 20.7
 BH2968;SPC LA S     -   837,093.94  3,755,443.97   sFT  1.00002114   +0 45 20.7
 BH2968;SPC MS E     -   143,764.780   205,390.798   MT  1.00006037   -0 30 22.0
 BH2968;SPC MS E     -   471,668.28    673,852.98   sFT  1.00006037   -0 30 22.0
 BH2968;SPC MS W     -   143,458.790   748,950.839   MT  0.99997955   +0 15 42.7
 BH2968;SPC MS W     -   470,664.38  2,457,182.88   sFT  0.99997955   +0 15 42.7
 BH2968;UTM  16      - 3,410,086.000   229,976.110   MT  1.00049953   -1 26 43.8
 BH2968
 BH2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2968!SPC LA S     -   1.00000094  x   1.00002114  =   1.00002208
 BH2968!SPC MS E     -   1.00000094  x   1.00006037  =   1.00006131
 BH2968!SPC MS W     -   1.00000094  x   0.99997955  =   0.99998049
 BH2968!UTM  16      -   1.00000094  x   1.00049953  =   1.00050047
 BH2968
 BH2968|---------------------------------------------------------------------|
 BH2968| PID    Reference Object                     Distance      Geod. Az  |
 BH2968|                                                           dddmmss.s |
 BH2968| DD8452 PETERS RM 1                          43.827 METERS 15714     |
 BH2968| BH2966 BOGALUSA PAPER CO TANK              APPROX. 3.7 KM 2455621.2 |
 BH2968| DD8453 PETERS RM 2                          43.251 METERS 25704     |
 BH2968| BH2969 FIRE                                APPROX.10.2 KM 2912525.2 |
 BH2968|---------------------------------------------------------------------|
 BH2968
 BH2968                          SUPERSEDED SURVEY CONTROL
 BH2968
 BH2968  NAD 83(1992)-  30 47 35.40883(N)    089 49 18.69795(W) AD(       ) 2
 BH2968  NAD 83(1986)-  30 47 35.42105(N)    089 49 18.69388(W) AD(       ) 2
 BH2968  NAD 27      -  30 47 34.74462(N)    089 49 18.42470(W) AD(       ) 2
 BH2968
 BH2968.Superseded values are not recommended for survey control.
 BH2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2968.See file dsdata.txt to determine how the superseded data were derived.
 BH2968
 BH2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2997610086(NAD 83)
 BH2968_MARKER: DS = TRIANGULATION STATION DISK
 BH2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2968+STABILITY: SURFACE MOTION
 BH2968
 BH2968  HISTORY     - Date     Condition        Report By
 BH2968  HISTORY     - 1935     MONUMENTED       USE
 BH2968  HISTORY     - 1955     GOOD             CGS
 BH2968
 BH2968                          STATION DESCRIPTION
 BH2968
 BH2968'DESCRIBED BY US ENGINEERS 1935 (MAH)
 BH2968'TWO AND ONE-HALF MILES EAST OF BOGALUSA, ON THE WEST BANK OF THE
 BH2968'PEARL RIVER, ON THE PROPERTY OF THE GREAT SOUTHERN LUMBER COMPANY,
 BH2968'172 FEET WEST OF WEST EDGE OF PEARL RIVER, 150 FEET NORTH OF BRIDGE
 BH2968'OVER PEARL RIVER, 123 FEET WEST OF THE NORTHWEST CORNER OF REAR
 BH2968'PORCH TO HOUSE OF MRS. BROWN, 79 FEET EAST-NORTHEAST OF A WILLOW
 BH2968'TREE, AND 2 FEET SOUTH OF AN EAST-WEST WIRE FENCE LINE. STATION
 BH2968'IS OLD U.S.E.D. BENCH MARK NO. 1.
 BH2968'
 BH2968'TO REACH FROM THE RAILROAD STATION IN BOGALUSA, GO EAST ON STATE
 BH2968'HIGHWAY 35 FOR 2.0 MILES TO WEST END OF BRIDGE OVER PEARL RIVER,
 BH2968'CONTINUE ACROSS BIRDGE 0.1 MILE TO A SIDE DRIVE TO THE LEFT OFF
 BH2968'BRIDGE, TURN LEFT AND CONTINUE TOWARDS THE RIVER FOR 0.05 MILE TO
 BH2968'THE STATION.
 BH2968'
 BH2968'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2968'CONCRETE.
 BH2968'
 BH2968'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 12 FEET NORTH OF NORTH
 BH2968'EDGE OF BRIDGE, AND 12 FEET WEST-SOUTHWEST OF A 10-INCH WILLOW TREE.
 BH2968'
 BH2968'REFERENCE MARK NO. 2 IS WEST OF STATION, 18 FEET SOUTH OF EAST-WEST
 BH2968'WIRE FENCE LINE, 18 FEET EAST OF A 48-INCH CYPRESS TREE, AND ABOUT
 BH2968'130 FEET NORTH OF BRIDGE OVER PEARL RIVER.
 BH2968'
 BH2968'AZIMUTH MARK IS WEST-NORTHWEST OF STATION, 18 FEET NORTH OF AN EAST-
 BH2968'WEST WIRE FENCE LINE, 2 FEET EAST OF A NORTH-SOUTH WIRE FENCE LINE,
 BH2968'60 FEET WEST OF A TELEPHONE POLE, 30 FEET NORTH OF THE CENTER LINE
 BH2968'OF HIGHWAY 35, AND 15 FEET SOUTH-SOUTHEAST OF AN 18-INCH GUM TREE.
 BH2968'
 BH2968'A 113-FOOT TOWER WILL CLEAR ALL LINES.
 BH2968'
 BH2968'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BH2968
 BH2968                          STATION RECOVERY (1955)
 BH2968
 BH2968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2968'THE STATION WAS VISITED, AND THE STATION MARK, AZIMUTH MARK,
 BH2968'AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION. REFERENCE MARK 1
 BH2968'WAS FOUND DISTURBED AND LEANING. THE MARK WAS SET UPRIGHT AND
 BH2968'STAMPED NO. 3. THE ANGLE WAS NOT OBSERVED TO THE MARK AS THE AREA
 BH2968'IS COVERED WITH TREES, AND THE AZIMUTH MARK OR REFERENCE MARK 2
 BH2968'WOULD NOT SEE. PERMISSION TO CUT THE TREES WAS NOT GRANTED. A NEW
 BH2968'DESCRIPTION FOLLOWS--
 BH2968'
 BH2968'THE STATION IS LOCATED 2 MI. E OF BOGALUSA, ON STATE HIGHWAY 35, AND
 BH2968'ON THE W BANK OF PEARL RIVER. IT IS 172 FT. W OF THE W BANK OF THE
 BH2968'RIVER, 112 FT. W OF THE NW CORNER OF A HOUSE ON THE BANK OF THE
 BH2968'RIVER, 150 FT. N OF THE N SIDE OF THE APPROACH TO THE BRIDGE, 26
 BH2968'FT.  N OF A TRIANGULAR-BLAZED TREE IN LINE WITH REFERENCE MARK 3,
 BH2968'AND 17 FT. E OF A TRIANGULAR-BLAZED TREE IN LINE WITH REFERENCE
 BH2968'MARK 2.  THE STATION IS A U.S.E.D. CAP, STAMPED USED BM NO 1
 BH2968'PEARL RIVER EL 74.2 WITH A BOLT IN ITS CENTER AND SET IN A
 BH2968'CONICAL-SHAPED MASS OF CONCRETE ABOUT 14 IN. IN DIAMETER.
 BH2968'
 BH2968'REFERENCE MARK 2 IS 141.90 FT. W OF THE STATION, AND 130 FT. N OF
 BH2968'THE SEVENTH SET OF COLUMNS W OF THE RIVERBANK. IT IS A STANDARD
 BH2968'DISK, STAMPED PETERS NO 2 1935 AND PROJECTING 4 IN.
 BH2968'
 BH2968'REFERENCE MARK 3 IS 144.73 FT. S OF THE STATION, 18 FT. W OF THE
 BH2968'CENTER OF THE ROAD, 7 FT. NE OF THE SECOND SET OF COLUMNS W OF THE
 BH2968'RIVER, AND 19 FT. S OF POWER POLE NO. C 55 E 47 R SUPPORTING A
 BH2968'LIGHT METER. IT IS A STANDARD DISK, STAMPED PETERS NO 3 1935 AND
 BH2968'PROJECTING 10 IN.
 BH2968'
 BH2968'THE AZIMUTH MARK IS 0.3 MI. W-NW OF THE STATION, 39 FT. N OF THE
 BH2968'CENTERLINE OF STATE HIGHWAY 35, 12 FT. SE OF A PECAN TREE, AND 106
 BH2968'PACES W OF THE LOUISIANA STATE MONUMENT. IT IS A STANDARD
 BH2968'REFERENCE- MARK DISK, STAMPED PETERS AZI 1935 AND PROJECTING 2 IN.
 BH2968'
 BH2968'TO REACH THE STATION FROM THE GULF, MOBILE AND OHIO RAILROAD STATION
 BH2968'IN BOGALUSA, GO E ON STATE HIGHWAY 35 FOR 1.9 MI. TO THE APPROACH TO
 BH2968'THE PEARL RIVER BRIDGE, TURN RIGHT AND GO E ON THE ROAD THAT
 BH2968'PARALLELS THE APPROACH FOR 0.1 MI. TO THE RIVER AND THE STATION ON
 BH2968'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0991 ***********************************************************************
 AT0991  DESIGNATION -  PETRE
 AT0991  PID         -  AT0991
 AT0991  STATE/COUNTY-  LA/ST BERNARD
 AT0991  USGS QUAD   -  LAKE ELOI (1994)
 AT0991
 AT0991                         *CURRENT SURVEY CONTROL
 AT0991  ___________________________________________________________________
 AT0991* NAD 83(1992)-  29 49 59.70079(N)    089 24 30.68502(W)     ADJUSTED  
 AT0991* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0991  ___________________________________________________________________
 AT0991  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AT0991  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AT0991
 AT0991  HORZ ORDER  -  SECOND
 AT0991
 AT0991.The horizontal coordinates were established by classical geodetic methods
 AT0991.and adjusted by the National Geodetic Survey in May 1994..
 AT0991
 AT0991.The orthometric height was scaled from a topographic map.
 AT0991
 AT0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0991
 AT0991.The geoid height was determined by GEOID03.
 AT0991
 AT0991;                    North         East     Units Scale Factor Converg.
 AT0991;SPC LA S     -   149,345.630 1,186,005.662   MT  0.99993000   +0 57 44.7
 AT0991;SPC LA S     -   489,978.12  3,891,086.91   sFT  0.99993000   +0 57 44.7
 AT0991;UTM  16      - 3,302,742.609   267,281.227   MT  1.00026826   -1 11 55.4
 AT0991
 AT0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0991!SPC LA S     -   1.00000405  x   0.99993000  =   0.99993405
 AT0991!UTM  16      -   1.00000405  x   1.00026826  =   1.00027231
 AT0991
 AT0991|---------------------------------------------------------------------|
 AT0991| PID    Reference Object                     Distance      Geod. Az  |
 AT0991|                                                           dddmmss.s |
 AT0991| DD7945 PETRE RM 1                           21.094 METERS 00015     |
 AT0991| DD7946 PETRE RM 2                           23.976 METERS 10826     |
 AT0991| AT0987 L OUTRE 1934                        APPROX. 5.6 KM 1334458.2 |
 AT0991|---------------------------------------------------------------------|
 AT0991
 AT0991                          SUPERSEDED SURVEY CONTROL
 AT0991
 AT0991  NAD 83(1992)-  29 49 59.70421(N)    089 24 30.68378(W) AD(       ) 2
 AT0991  NAD 83(1986)-  29 49 59.70927(N)    089 24 30.68451(W) AD(       ) 2
 AT0991  NAD 27      -  29 49 58.97400(N)    089 24 30.50400(W) AD(       ) 2
 AT0991
 AT0991.Superseded values are not recommended for survey control.
 AT0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0991.See file dsdata.txt to determine how the superseded data were derived.
 AT0991
 AT0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6728102743(NAD 83)
 AT0991_MARKER: DS = TRIANGULATION STATION DISK
 AT0991_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0991_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0991
 AT0991  HISTORY     - Date     Condition        Report By
 AT0991  HISTORY     - 1934     MONUMENTED       CGS
 AT0991  HISTORY     - 1952     GOOD             CGS
 AT0991  HISTORY     - 1955     GOOD             CGS
 AT0991  HISTORY     - 1965     GOOD             CGS
 AT0991  HISTORY     - 1969     GOOD             CGS
 AT0991  HISTORY     - 1975     GOOD             AMOCO
 AT0991
 AT0991                          STATION DESCRIPTION
 AT0991
 AT0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0991'STATION LOCATED ON THE W BANK OF BAYOU PETRE WHERE IT MAKES A SHARP
 AT0991'TURN TO THE W, 1
 AT0991'1/2 MILES ABOVE ITS JUNCTION WITH BAYOU LA LOUTRE.
 AT0991'MARK IS LOCATED 41 METERS NW OF THE
 AT0991'BAYOU, AND 44 METERS W OF THE
 AT0991'BAYOU, IN HARD MARSH.
 AT0991'
 AT0991'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0991'OF THE TOP OF A
 AT0991'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0991'UPPER END OF A LONG WOODEN PILE
 AT0991'DRIVEN INTO THE MARSH.
 AT0991'
 AT0991'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF
 AT0991'CONCRETE.
 AT0991'
 AT0991'REFERENCE MARK NO. 1 IS N OF THE STATION.  REFERENCE MARK NO. 2 IS
 AT0991'SSE, 17 METERS
 AT0991'INSHORE OF THE STATION.  BOTH REFERENCE MARKS ARE IN
 AT0991'HARD MARSH, AND CAST AROUND
 AT0991'CYPRESS PILINGS.
 AT0991'
 AT0991'REACHED VIA BRETON SOUND, ELOI BAY, BAYOU LA LOUTRE AND BAYOU PETRE
 AT0991'TO THE STATION.
 AT0991'
 AT0991'A DRAFT OF FOUR FEET CAN BE CARRIED CLOSE TO STATION.
 AT0991
 AT0991                          STATION RECOVERY (1952)
 AT0991
 AT0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0991'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 AT0991'DESCRIPTION
 AT0991'ADEQUATE EXCEPT THAT MEASUREMENTS TO SHORELINE HAVE
 AT0991'CHANGED.  APPARENT SHORELINE
 AT0991'IS 122 FEET FROM STATION 77
 AT0991'DEG GEODETIC.  R.M.  2 IS 44 FEET FROM THE
 AT0991'APPARENT SHORELINE.
 AT0991
 AT0991                          STATION RECOVERY (1955)
 AT0991
 AT0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT0991'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  REFERENCE
 AT0991'MARK 2 IS
 AT0991'DESTROYED.  THE CONCRETE POST IS SHATTERED, AND THE DISK
 AT0991'WAS REMOVED BY THIS PARTY.
 AT0991'THE SHORELINE OF THE CANAL IN LINE WITH
 AT0991'REFERENCE MARK 2 IS 126 FT.  DISTANT.
 AT0991
 AT0991                          STATION RECOVERY (1965)
 AT0991
 AT0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0991'STATION AND REFERENCE MARK 1 RECOVERED AS DESCRIBED.  REFERENCE WAS
 AT0991'REPORTED LOST IN
 AT0991'1955 BY J.A.W..  A METAL WITNESS POST WAS SET AT THE
 AT0991'STATION MARK.
 AT0991
 AT0991                          STATION RECOVERY (1969)
 AT0991
 AT0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0991'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT0991'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT0991'CONDITION.
 AT0991
 AT0991                          STATION RECOVERY (1975)
 AT0991
 AT0991'RECOVERY NOTE BY AMOCO OIL COMPANY 1975 (FLD)
 AT0991'MON. RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION, ADEQUATE
 AT0991'HOWEVER SURVEY MARKER G.T. POST NEEDS REPLACING WITH PLASTIC
 AT0991'COVERED POST.
 AT0991'
 AT0991'R.MS WERE NOT SEARCHED FOR BUT ARE NO DOUBT ALSO IN GOOD CONDITION
 AT0991'BUT, LIKE THE MON. BURIED APPX 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV1008 ***********************************************************************
 AV1008  DESIGNATION -  PETTIT
 AV1008  PID         -  AV1008
 AV1008  STATE/COUNTY-  LA/VERMILION
 AV1008  USGS QUAD   -  HEBERT LAKE (1975)
 AV1008
 AV1008                         *CURRENT SURVEY CONTROL
 AV1008  ___________________________________________________________________
 AV1008* NAD 83(1992)-  29 45 37.24907(N)    092 07 03.06690(W)     ADJUSTED  
 AV1008* NAVD 88     -         1.6  **(meters)       5.   **(feet)  VERTCON   
 AV1008  **This station is located in a subsidence area (see below).
 AV1008  ___________________________________________________________________
 AV1008  X           -    -204,753.207 (meters)                     COMP
 AV1008  Y           -  -5,537,685.937 (meters)                     COMP
 AV1008  Z           -   3,147,327.302 (meters)                     COMP
 AV1008  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AV1008  ELLIP HEIGHT-         -24.58  (meters)          (01/21/93) GPS OBS
 AV1008  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AV1008
 AV1008  HORZ ORDER  -  SECOND
 AV1008  ELLP ORDER  -  FOURTH    CLASS II
 AV1008
 AV1008.The horizontal coordinates were established by GPS observations
 AV1008.and adjusted by the National Geodetic Survey in January 1993..
 AV1008
 AV1008 ** The orthometric height has not been validated since last determined
 AV1008 ** by differential leveling and should not be used for control purposes.
 AV1008 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV1008 ** area with valid NAVD 88 orthometric heights.
 AV1008 ** The geoid height was determined by a new realization of GEOID03 for the
 AV1008 ** epoch indicated which incorporates improved geoid heights for the
 AV1008 ** Southern Louisiana Subsidence area.
 AV1008 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV1008
 AV1008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV1008
 AV1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV1008
 AV1008.The ellipsoidal height was determined by GPS observations
 AV1008.and is referenced to NAD 83.
 AV1008
 AV1008.The geoid height was determined by GEOID03.
 AV1008
 AV1008;                    North         East     Units Scale Factor Converg.
 AV1008;SPC LA S     -   139,962.168   924,161.304   MT  0.99993450   -0 23 31.6
 AV1008;SPC LA S     -   459,192.55  3,032,019.21   sFT  0.99993450   -0 23 31.6
 AV1008;UTM  15      - 3,292,556.495   585,318.776   MT  0.99968981   +0 26 17.0
 AV1008
 AV1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV1008!SPC LA S     -   1.00000386  x   0.99993450  =   0.99993836
 AV1008!UTM  15      -   1.00000386  x   0.99968981  =   0.99969367
 AV1008
 AV1008                          SUPERSEDED SURVEY CONTROL
 AV1008
 AV1008  NAD 83(1986)-  29 45 37.27178(N)    092 07 03.06075(W) AD(       ) 2
 AV1008  NGVD 29 (03/26/92)    1.6    (m)            5.     (f) GPS OBS        
 AV1008
 AV1008.Superseded values are not recommended for survey control.
 AV1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV1008.See file dsdata.txt to determine how the superseded data were derived.
 AV1008
 AV1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8531992556(NAD 83)
 AV1008_MARKER: A = ALUMINUM MARKER
 AV1008_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV1008_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AV1008_STAMPING: PETTIT GPS 1991
 AV1008_MARK LOGO: NOS   
 AV1008_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV1008+STABILITY: SURFACE MOTION
 AV1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV1008+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AV1008
 AV1008  HISTORY     - Date     Condition        Report By
 AV1008  HISTORY     - 1991     MONUMENTED       NOS
 AV1008
 AV1008                          STATION DESCRIPTION
 AV1008
 AV1008'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AV1008'THE STATION IS LOCATED SOUTHEAST OF INTRACOASTAL CITY ON THE
 AV1008'NORTHEAST SIDE OF THE VERMILION RIVER CUTOFF AND SOUTH OF ONION LAKE.
 AV1008'TO REACH THE STATION FROM THE PUBLIC BOAT RAMP IN INTRACOASTAL CITY
 AV1008'PROCEED EAST BY BOAT ALONG THE INTRACOASTAL WATERWAY TO THE VERMILION
 AV1008'RIVER CUTOFF, CONTINUE SOUTHEAST THROUGH THE CUTOFF TO ONION BAYOU.
 AV1008'CONTINUE NORTHEAST ALONG THE NORTHEAST SOUTHWEST RUNNING CANAL FOR
 AV1008'APPROX 61.0 M (200.13 FT) TO THE STATION ON THE LEFT.
 AV1008'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---PETTIT GPS
 AV1008'1991--- ATTACHED TO A 42 INCH ALUMINUM ROD DRIVEN IN THE GROUND AND
 AV1008'SURROUNDED BY A MASS OF CONCRETE. IT IS 14.3 M (46.92 FT) NORTHWEST
 AV1008'OF THE APPARENT NORTHWEST SHORELINE, 8.9 M (29.20 FT) NORTHWEST OF
 AV1008'THE NORTHWEST MARSH LINE, AND 2.55 M (8.37 FT) SOUTHEAST OF A
 AV1008'FIBERGLASS WITNESS POST. THE MARK PROJECTS ABOUT 6INCHES ABOVE THE
 AV1008'GROUND.
 AV1008'DESCRIBED BY RPB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0854 ***********************************************************************
 AV0854  DESIGNATION -  PEVETO
 AV0854  PID         -  AV0854
 AV0854  STATE/COUNTY-  LA/CAMERON
 AV0854  USGS QUAD   -  PEVETO BEACH (1982)
 AV0854
 AV0854                         *CURRENT SURVEY CONTROL
 AV0854  ___________________________________________________________________
 AV0854* NAD 83(1992)-  29 45 42.16355(N)    093 34 03.06766(W)     ADJUSTED  
 AV0854* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AV0854  **This station is located in a subsidence area (see below).
 AV0854  ___________________________________________________________________
 AV0854  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AV0854  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AV0854
 AV0854  HORZ ORDER  -  SECOND
 AV0854
 AV0854.The horizontal coordinates were established by classical geodetic methods
 AV0854.and adjusted by the National Geodetic Survey in January 1993..
 AV0854
 AV0854 ** The orthometric height has not been validated since last determined
 AV0854 ** by differential leveling and should not be used for control purposes.
 AV0854 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0854 ** area with valid NAVD 88 orthometric heights.
 AV0854 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0854 ** epoch indicated which incorporates improved geoid heights for the
 AV0854 ** Southern Louisiana Subsidence area.
 AV0854 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0854
 AV0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0854
 AV0854.The geoid height was determined by GEOID03.
 AV0854
 AV0854;                    North         East     Units Scale Factor Converg.
 AV0854;SPC LA S     -   141,960.291   783,946.477   MT  0.99993440   -1 07 01.6
 AV0854;SPC LA S     -   465,748.05  2,571,997.73   sFT  0.99993440   -1 07 01.6
 AV0854;UTM  15      - 3,292,516.487   445,133.373   MT  0.99963714   -0 16 54.2
 AV0854
 AV0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0854!SPC LA S     -   1.00000404  x   0.99993440  =   0.99993844
 AV0854!UTM  15      -   1.00000404  x   0.99963714  =   0.99964118
 AV0854
 AV0854:                Primary Azimuth Mark                     Grid Az
 AV0854:SPC LA S     -  PEVETO AZ MK                             095 02 17.6
 AV0854:UTM  15      -  PEVETO AZ MK                             094 12 10.2
 AV0854
 AV0854|---------------------------------------------------------------------|
 AV0854| PID    Reference Object                     Distance      Geod. Az  |
 AV0854|                                                           dddmmss.s |
 AV0854| CV9270 PEVETO AZ MK                                       0935516.0 |
 AV0854| AV0868 JOHNSONS BAYOU G AMER OIL MAST      APPROX. 5.9 KM 2655420.0 |
 AV0854| CV9272 PEVETO RM 2                          21.195 METERS 27123     |
 AV0854| CV9271 PEVETO RM 1                          19.489 METERS 35806     |
 AV0854|---------------------------------------------------------------------|
 AV0854
 AV0854                          SUPERSEDED SURVEY CONTROL
 AV0854
 AV0854  NAD 83(1986)-  29 45 42.18701(N)    093 34 03.05076(W) AD(       ) 2
 AV0854  NAD 27      -  29 45 41.37770(N)    093 34 02.48870(W) AD(       ) 2
 AV0854  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AV0854
 AV0854.Superseded values are not recommended for survey control.
 AV0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0854.See file dsdata.txt to determine how the superseded data were derived.
 AV0854
 AV0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN4513392516(NAD 83)
 AV0854_MARKER: DS = TRIANGULATION STATION DISK
 AV0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0854
 AV0854  HISTORY     - Date     Condition        Report By
 AV0854  HISTORY     - 1963     MONUMENTED       CGS
 AV0854  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0854
 AV0854                          STATION DESCRIPTION
 AV0854
 AV0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0854'THE STATION IS LOCATED ABOUT 8 MILES EAST OF JOHNSONS BAYOU
 AV0854'SCHOOL AND ABOUT 7 MILES WEST OF HOLLY BEACH NEAR A SMALL
 AV0854'SETTLEMENT OF PVENTO BEACH ON THE NORTH SIDE OF STATE HIGHWAY
 AV0854'82.
 AV0854'
 AV0854'REACH THE STATION FROM THE JOHNSONS BAYOU SCHOOL, GO EAST
 AV0854'ON STATE HIGHWAY 82 FOR 3.45 MILES TO THE MOBIL OIL PLANT
 AV0854'ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 82 FOR 4.2 MILES
 AV0854'TO THE STATION ON THE NORTH SIDE OF ROAD, CONTINUE EAST FOR
 AV0854'0.25 MILE TO THE AZIMUTH MARK ON THE SOUTH SIDE OF ROAD
 AV0854'POWER POLE J DEC1 5-35.
 AV0854'
 AV0854'STATION MARK, IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 AV0854'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 AV0854'AND IS STAMPED PEVETO 1963.  THE MARK IS 2.8 FEET SOUTHEAST
 AV0854'A STANDARD CREOSOTE WITNESS POST, 96 FEET WEST OF POWER POLE
 AV0854'NO. 135, 3 FEET SOUTH OF AN EAST AND WEST FENCE LINE AND 58.3
 AV0854'FEET NORTH OF THE CENTER OF STATE HIGHWAY 82.
 AV0854'
 AV0854'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK SET IN THE
 AV0854'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS ABOUT FLUSH
 AV0854'WITH THE GROUND AND IS STAMPED PEVETO NO 1 1963.  THE MARK
 AV0854'IS 61.2 FEET WEST-SOUTHWEST OF A STANDARD CREOSOE WITNESS
 AV0854'POST, 1.1 FEET EAST OF A SOUTH AND WEST FENCE LINE, 120 FEET
 AV0854'SOUTHEAST OF POWER POLE NO. 135 AND 121 FEET NORTH OF THE
 AV0854'CENTER OF STATE HIGHWAY 82.
 AV0854'
 AV0854'REFERENCE MARK 2, IS A STANDARD REFERENCE DISK SET IN THE TOP
 AV0854'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 AV0854'INCHES ABOVE THE GROUND AND IS STAMPED PEVETO NO 2 1963.  THE
 AV0854'MARK IS 59.6 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82,
 AV0854'133.6 FEET EAST OF POWER POLE NO. 136, 2 FEET SOUTH OF A EAST
 AV0854'AND WEST FENCE LINE AND 67 FEET WEST A STANDARD CREOSOTE WITNESS
 AV0854'POST.
 AV0854'
 AV0854'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK SET IN THE TOP OF
 AV0854'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 AV0854'ABOVE THE GROUND AND IS STAMPED PEVETO 1963.  THE MARK IS
 AV0854'2.3 FEET WEST OF A STANDARD CREOSOTE WITNESS POST, 2.6 FEET
 AV0854'WEST OF POWER POLE JDEC1 5-35, 56.2 FEET SOUTH OF THE CENTER
 AV0854'OF STATE HIGHWAY 82 AND APPROXIMATE 125 FEET SOUTH OF POWER
 AV0854'POLE NO. 130.
 AV0854'
 AV0854'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AV0854
 AV0854                          STATION RECOVERY (1988)
 AV0854
 AV0854'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0697 ***********************************************************************
 AV0697  DESIGNATION -  PHILLIPS 115 3
 AV0697  PID         -  AV0697
 AV0697  STATE/COUNTY-  LA/VERMILION
 AV0697  USGS QUAD   -  
 AV0697
 AV0697                         *CURRENT SURVEY CONTROL
 AV0697  ___________________________________________________________________
 AV0697* NAD 83(1992)-  29 06 58.76864(N)    092 18 12.36202(W)     ADJUSTED  
 AV0697* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0697  ___________________________________________________________________
 AV0697  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0697  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AV0697
 AV0697  HORZ ORDER  -  SECOND
 AV0697
 AV0697.The horizontal coordinates were established by classical geodetic methods
 AV0697.and adjusted by the National Geodetic Survey in January 1993..
 AV0697
 AV0697.The orthometric height was scaled from a topographic map.
 AV0697
 AV0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0697
 AV0697.The geoid height was determined by GEOID03.
 AV0697
 AV0697;                    North         East     Units Scale Factor Converg.
 AV0697;SPC LA S     -    68,718.476   905,577.465   MT  1.00004395   -0 29 06.2
 AV0697;SPC LA S     -   225,453.87  2,971,048.73   sFT  1.00004395   -0 29 06.2
 AV0697;UTM  15      - 3,221,073.956   567,770.277   MT  0.99965667   +0 20 20.2
 AV0697
 AV0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0697!SPC LA S     -   1.00000385  x   1.00004395  =   1.00004780
 AV0697!UTM  15      -   1.00000385  x   0.99965667  =   0.99966051
 AV0697
 AV0697|---------------------------------------------------------------------|
 AV0697| PID    Reference Object                     Distance      Geod. Az  |
 AV0697|                                                           dddmmss.s |
 AV0697| CV9273 PHILLIPS 115 3 RM 1                   3.395 METERS 23026     |
 AV0697| AV0711 CATC 123 B RM 3                     APPROX.22.5 KM 2580812.2 |
 AV0697| CV9274 PHILLIPS 115 3 RM 2                   5.700 METERS 33224     |
 AV0697|---------------------------------------------------------------------|
 AV0697
 AV0697                          SUPERSEDED SURVEY CONTROL
 AV0697
 AV0697  NAD 83(1986)-  29 06 58.79324(N)    092 18 12.34459(W) AD(       ) 2
 AV0697
 AV0697.Superseded values are not recommended for survey control.
 AV0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0697.See file dsdata.txt to determine how the superseded data were derived.
 AV0697
 AV0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6777021074(NAD 83)
 AV0697_MARKER: H = DRILL HOLE
 AV0697_SETTING: 0 = UNSPECIFIED SETTING
 AV0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0697
 AV0697  HISTORY     - Date     Condition        Report By
 AV0697  HISTORY     - 1963     MONUMENTED       CGS
 AV0697
 AV0697                          STATION DESCRIPTION
 AV0697
 AV0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0697'STATION IS LOCATED ON THE TOP DECK OF AN OILWELL PLATFORM WHICH IS
 AV0697'OWNED BY THE PHILLIPS OIL COMPANY, IN THE VERMILION AREA, BLOCK
 AV0697'115, ABOUT 58 MILES WEST-SOUTHWEST OF THE EUGENE LIGHTHOUSE, 75
 AV0697'MILES WEST-NORTHWEST OF THE SHIP SHOAL LIGHTHOUSE AND ABOUT 29
 AV0697'MILES SOUTH OF THE COASTLINE OF LOUISIANA.
 AV0697'
 AV0697'STATION IS MARKED BY A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES, IN
 AV0697'THE TOP AND AT THE JUNCTION OF 2-ROUND STEEL CROSS MEMBERS, STAMPED
 AV0697'PHILLIPS 115-3 1963.  IT IS 7.4 FEET SOUTHWEST OF THE NORTHEAST
 AV0697'EDGE OF THE PLATFORM DECK, 7.4 FEET NORTHWEST OF THE SOUTHEAST EDGE
 AV0697'OF THE DECK AND 10.5 FEET WEST OF THE EAST CORNER OF THE DECK.
 AV0697'
 AV0697'STATION PLATFORM IS A SINGLE STEEL JACKET STRUCTURE WHICH MEASURES
 AV0697'ABOUT 36 X 27 FEET AND IS ABOUT 40 FEET ABOVE THE WATER.
 AV0697'
 AV0697'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE WITH A CHISELED
 AV0697'ARROW THROUGH ITS CENTER, POINTING TOWARD THE STATION.  IT IS IN THE
 AV0697'TOP AND AT THE JUNCTION OF 2-STEEL ROUND CROSS MEMBERS, STAMPED
 AV0697'RM 1.  IT IS 3.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE DECK
 AV0697'AND 7.5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE DECK.
 AV0697'
 AV0697'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE WITH A CHISELED
 AV0697'ARROW THROUGH ITS CENTER, POINTING TOWARD THE STATION, SURROUNDED BY
 AV0697'3 DRILL HOLES, STAMPED RM 2.  IT IS IN THE TOP OF A ROUND STEEL
 AV0697'CROSS MEMBER, AT THE TOP OF A STEEL LADDER.  IT IS 4.7 FEET
 AV0697'SOUTHEAST OF THE NORTHWEST EDGE OF THE DECK AND 3.9 FEET SOUTHWEST
 AV0697'OF THE NORTHEAST EDGE OF THE DECK.
 AV0697'
 AV0697'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0804 ***********************************************************************
 AV0804  DESIGNATION -  PHILLIPS DA DERRICK
 AV0804  PID         -  AV0804
 AV0804  STATE/COUNTY-  LA/CAMERON
 AV0804  USGS QUAD   -  
 AV0804
 AV0804                         *CURRENT SURVEY CONTROL
 AV0804  ___________________________________________________________________
 AV0804* NAD 83(1992)-  29 41 12.37211(N)    093 20 45.96887(W)     ADJUSTED  
 AV0804* NAVD 88     -                                                        
 AV0804  **This station is located in a subsidence area (see below).
 AV0804  ___________________________________________________________________
 AV0804  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AV0804  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AV0804
 AV0804  HORZ ORDER  -  THIRD
 AV0804
 AV0804.The horizontal coordinates were established by classical geodetic methods
 AV0804.and adjusted by the National Geodetic Survey in January 1993..
 AV0804
 AV0804 ** The orthometric height has not been validated since last determined
 AV0804 ** by differential leveling and should not be used for control purposes.
 AV0804 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0804 ** area with valid NAVD 88 orthometric heights.
 AV0804 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0804 ** epoch indicated which incorporates improved geoid heights for the
 AV0804 ** Southern Louisiana Subsidence area.
 AV0804 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0804
 AV0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0804
 AV0804.The geoid height was determined by GEOID03.
 AV0804
 AV0804;                    North         East     Units Scale Factor Converg.
 AV0804;SPC LA S     -   133,258.139   805,209.985   MT  0.99994068   -1 00 23.1
 AV0804;SPC LA S     -   437,197.74  2,641,759.76   sFT  0.99994068   -1 00 23.1
 AV0804;UTM  15      - 3,284,127.848   466,514.783   MT  0.99961383   -0 10 17.1
 AV0804
 AV0804                          SUPERSEDED SURVEY CONTROL
 AV0804
 AV0804  NAD 83(1986)-  29 41 12.39694(N)    093 20 45.94996(W) AD(       ) 4
 AV0804  NAD 27      -  29 41 11.57800(N)    093 20 45.39700(W) AD(       ) 3
 AV0804
 AV0804.Superseded values are not recommended for survey control.
 AV0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0804.See file dsdata.txt to determine how the superseded data were derived.
 AV0804
 AV0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6651584128(NAD 83)
 AV0804_MARKER: 67 = OIL DERRICK
 AV0804
 AV0804  HISTORY     - Date     Condition        Report By
 AV0804  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0804
 AV0804                          STATION DESCRIPTION
 AV0804
 AV0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0804'STATION IS THE TOP CENTER OF THE OIL DERRICK MOUNTED ON TOP
 AV0804'OF THE PHILLIPS OIL COMPANY PLATFORM LOCATED IN THE GULF OF
 AV0804'MEXICO, IN BLOCK 40, STATE LEASE 1436.  IT LIES ABOUT 8 MILES
 AV0804'SOUTH-SOUTHWEST OF CAMERON AND 17 MILES WEST SOUTHWEST OF CREOLE.
 AV0804'
 AV0804'THE PLATFORM, A TUBULAR STEEL STRUCTURE SUPPORTING A NETWORK
 AV0804'OF STEEL I-BEAMS WHICH ARE DECKED OVER, IS ABOUT 100 FEET LONG,
 AV0804'50 FEET WIDE AND PROJECTS ABOUT 50 FEET ABOVE THE SURFACE OF THE
 AV0804'SEA.
 AV0804'
 AV0804'THE STATION OBSERVED IS IDENTICAL WITH THE WELL BEING DRILLED ON
 AV0804'THE 7TH OF APRIL 1955.  THIS INFORMATION IS NOTED AS THE DERRICK
 AV0804'IS SUBJECT TO BEING MOVED ON THE PLATFORM OR REMOVED ENTIRELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0707 ***********************************************************************
 AV0707  DESIGNATION -  PHILLIPS DC PLATFORM
 AV0707  PID         -  AV0707
 AV0707  STATE/COUNTY-  LA/VERMILION
 AV0707  USGS QUAD   -  
 AV0707
 AV0707                         *CURRENT SURVEY CONTROL
 AV0707  ___________________________________________________________________
 AV0707* NAD 83(1992)-  29 25 47.38603(N)    092 32 14.88870(W)     ADJUSTED  
 AV0707* NAVD 88     -                                                        
 AV0707  ___________________________________________________________________
 AV0707  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AV0707  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AV0707
 AV0707  HORZ ORDER  -  THIRD
 AV0707
 AV0707.The horizontal coordinates were established by classical geodetic methods
 AV0707.and adjusted by the National Geodetic Survey in January 1993..
 AV0707
 AV0707
 AV0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0707
 AV0707.The geoid height was determined by GEOID03.
 AV0707
 AV0707;                    North         East     Units Scale Factor Converg.
 AV0707;SPC LA S     -   103,681.877   883,164.088   MT  0.99997506   -0 36 07.5
 AV0707;SPC LA S     -   340,162.96  2,897,514.18   sFT  0.99997506   -0 36 07.5
 AV0707;UTM  15      - 3,255,697.542   544,863.092   MT  0.99962483   +0 13 38.2
 AV0707
 AV0707                          SUPERSEDED SURVEY CONTROL
 AV0707
 AV0707  NAD 83(1986)-  29 25 47.40808(N)    092 32 14.86987(W) AD(       ) 4
 AV0707  NAD 27      -  29 25 46.63100(N)    092 32 14.35400(W) AD(       ) 3
 AV0707
 AV0707.Superseded values are not recommended for survey control.
 AV0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0707.See file dsdata.txt to determine how the superseded data were derived.
 AV0707
 AV0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4486355698(NAD 83)
 AV0707
 AV0707  HISTORY     - Date     Condition        Report By
 AV0707  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0707
 AV0707                          STATION DESCRIPTION
 AV0707
 AV0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0707'STATION IS THE TOP CENTER OF THE PHILLIPS OIL COMPANY PLATFORM
 AV0707'LOCATED IN THE GULF OF MEXICO, BLOCK 39, STATE LEASE 1089, ABOUT
 AV0707'9 MILES SOUTH OF THE NEAREST SHORE-LINE AND 15 MILES
 AV0707'SOUTH-SOUTHWEST OF PECAN ISLAND.
 AV0707'
 AV0707'THE PLATFORM, A TUBULAR STEEL STRUCTURE SUPPORTING A NETWORK
 AV0707'OF STEEL I-BEAMS WHICH ARE DECKED OVER, IS ABOUT 100 FEET LONG,
 AV0707'50 FEET WIDE AND PROJECTS ABOUT 50 FEET ABOVE THE SURFACE
 AV0707'OF THE SEA.
 AV0707'
 AV0707'THE STATION OBSERVED IS IDENTICAL WITH THE WELL BEING DRILLED
 AV0707'ON THE 6TH OF MAY
 AV0707'
 AV0707'THIS INFORMATION IS NOTED AS THE DERRICK IS SUBJECT TO BEING
 AV0707'MOVED ON THE PLATFORM OR REMOVED ENTIRELY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0748 ***********************************************************************
 AV0748  DESIGNATION -  PHILLIPS WELL 3 SL 1170 1
 AV0748  PID         -  AV0748
 AV0748  STATE/COUNTY-  LA/CAMERON
 AV0748  USGS QUAD   -  HOG BAYOU (1979)
 AV0748
 AV0748                         *CURRENT SURVEY CONTROL
 AV0748  ___________________________________________________________________
 AV0748* NAD 83(1992)-  29 42 26.64240(N)    093 00 00.04696(W)     ADJUSTED  
 AV0748* NAVD 88     -                                                        
 AV0748  **This station is located in a subsidence area (see below).
 AV0748  ___________________________________________________________________
 AV0748  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AV0748  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AV0748
 AV0748  HORZ ORDER  -  THIRD
 AV0748
 AV0748.The horizontal coordinates were established by classical geodetic methods
 AV0748.and adjusted by the National Geodetic Survey in January 1993..
 AV0748
 AV0748 ** The orthometric height has not been validated since last determined
 AV0748 ** by differential leveling and should not be used for control purposes.
 AV0748 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0748 ** area with valid NAVD 88 orthometric heights.
 AV0748 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0748 ** epoch indicated which incorporates improved geoid heights for the
 AV0748 ** Southern Louisiana Subsidence area.
 AV0748 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0748
 AV0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0748
 AV0748.The geoid height was determined by GEOID03.
 AV0748
 AV0748;                    North         East     Units Scale Factor Converg.
 AV0748;SPC LA S     -   135,006.867   838,734.176   MT  0.99993878   -0 50 00.1
 AV0748;SPC LA S     -   442,935.03  2,751,747.04   sFT  0.99993878   -0 50 00.1
 AV0748;UTM  15      - 3,286,363.696   499,998.738   MT  0.99960000   -0 00 00.0
 AV0748
 AV0748                          SUPERSEDED SURVEY CONTROL
 AV0748
 AV0748  NAD 83(1986)-  29 42 26.66351(N)    093 00 00.02936(W) AD(       ) 4
 AV0748  NAD 27      -  29 42 25.86200(N)    092 59 59.50100(W) AD(       ) 3
 AV0748
 AV0748.Superseded values are not recommended for survey control.
 AV0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0748.See file dsdata.txt to determine how the superseded data were derived.
 AV0748
 AV0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN9999986364(NAD 83)
 AV0748_MARKER: 11 = PILING
 AV0748
 AV0748  HISTORY     - Date     Condition        Report By
 AV0748  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0748  HISTORY     - 1959     GOOD             LOCENG
 AV0748
 AV0748                          STATION DESCRIPTION
 AV0748
 AV0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0748'THE STATION IS LOCATED IN THE GULF OF MEXICO, ABOUT 6-1/2
 AV0748'MILES EAST OF THE MOUTH OF THE MERMENTAU RIVER, ABOUT 2-4/10
 AV0748'MILES SOUTH OF THE SOUTHEAST END OF MUD LAKE, AND ABOUT
 AV0748'1/2 MILE OFFSHORE.
 AV0748'
 AV0748'THE STATION IS THE TOP AND CENTER OF AN OIL WELL CASING
 AV0748'WHICH RISES ABOUT 30 FEET ABOVE THE WATER.  IT IS SURROUNDED
 AV0748'BY FOUR PILINGS AND HAS A FLASHING WHITE LIGHT MOUNTED ON
 AV0748'THE DECK.
 AV0748'
 AV0748'THIS IS IN BLOCK NO. 1
 AV0748
 AV0748                          STATION RECOVERY (1959)
 AV0748
 AV0748'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (JEC)
 AV0748'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2972 ***********************************************************************
 AU2972  DESIGNATION -  PHILO
 AU2972  PID         -  AU2972
 AU2972  STATE/COUNTY-  LA/LAFOURCHE
 AU2972  USGS QUAD   -  PELICAN PASS (1994)
 AU2972
 AU2972                         *CURRENT SURVEY CONTROL
 AU2972  ___________________________________________________________________
 AU2972* NAD 83(1992)-  29 11 40.89332(N)    090 20 58.33252(W)     ADJUSTED  
 AU2972* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2972  **This station is located in a subsidence area (see below).
 AU2972  ___________________________________________________________________
 AU2972  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU2972  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AU2972
 AU2972  HORZ ORDER  -  SECOND
 AU2972
 AU2972.The horizontal coordinates were established by classical geodetic methods
 AU2972.and adjusted by the National Geodetic Survey in January 1993..
 AU2972
 AU2972 ** The orthometric height has not been validated since last determined
 AU2972 ** by differential leveling and should not be used for control purposes.
 AU2972 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2972 ** area with valid NAVD 88 orthometric heights.
 AU2972 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2972 ** epoch indicated which incorporates improved geoid heights for the
 AU2972 ** Southern Louisiana Subsidence area.
 AU2972 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2972.The orthometric height was scaled from a topographic map.
 AU2972
 AU2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2972
 AU2972.The geoid height was determined by GEOID03.
 AU2972
 AU2972;                    North         East     Units Scale Factor Converg.
 AU2972;SPC LA S     -    77,415.990 1,095,680.991   MT  1.00002396   +0 29 30.9
 AU2972;SPC LA S     -   253,988.96  3,594,746.72   sFT  1.00002396   +0 29 30.9
 AU2972;UTM  15      - 3,232,465.140   757,718.216   MT  1.00041967   +1 17 36.8
 AU2972
 AU2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2972!SPC LA S     -   1.00000379  x   1.00002396  =   1.00002775
 AU2972!UTM  15      -   1.00000379  x   1.00041967  =   1.00042346
 AU2972
 AU2972|---------------------------------------------------------------------|
 AU2972| PID    Reference Object                     Distance      Geod. Az  |
 AU2972|                                                           dddmmss.s |
 AU2972| DD7952 PHILO RM 2                           21.648 METERS 02634     |
 AU2972| AU2976 CAMP                                APPROX. 5.0 KM 1040138.7 |
 AU2972| DD7951 PHILO RM 1                           29.352 METERS 32833     |
 AU2972| AU2971 PHILO 2                              74.596 METERS 35035     |
 AU2972|---------------------------------------------------------------------|
 AU2972
 AU2972                          SUPERSEDED SURVEY CONTROL
 AU2972
 AU2972  NAD 83(1986)-  29 11 40.91030(N)    090 20 58.34355(W) AD(       ) 2
 AU2972  NAD 27      -  29 11 40.09100(N)    090 20 58.04400(W) AD(       ) 2
 AU2972
 AU2972.Superseded values are not recommended for survey control.
 AU2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2972.See file dsdata.txt to determine how the superseded data were derived.
 AU2972
 AU2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5771832465(NAD 83)
 AU2972_MARKER: DS = TRIANGULATION STATION DISK
 AU2972_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2972_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2972
 AU2972  HISTORY     - Date     Condition        Report By
 AU2972  HISTORY     - 1934     MONUMENTED       CGS
 AU2972  HISTORY     - 1948     GOOD             BAKER
 AU2972  HISTORY     - 1952     POOR             CGS
 AU2972
 AU2972                          STATION DESCRIPTION
 AU2972
 AU2972'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2972'STATION IS ABOUT 9 MILES N OF TIMBALIER LIGHT, ON THE LARGEST AND
 AU2972'MOST NORTHERLY OF THE GROUP OF ISLANDS WHICH SEPARATE LAKE
 AU2972'RACCOURCI FROM TIMBALIER BAY, ON THE SOUTHERN END OF THIS
 AU2972'ISLAND, 44.5 METERS (146 FEET) FROM THE VERY TIP, AND IN THE
 AU2972'MIDDLE OF THE POINT.
 AU2972'
 AU2972'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU2972'IN CONCRETE IN THE TOP OF TILES.
 AU2972'
 AU2972'REFERENCE MARK NO. 1 IS 29.352 METERS (96.30 FEET) FROM THE
 AU2972'STATION N 31 DEG 27 MIN W.
 AU2972'
 AU2972'REFERENCE MARK NO. 2 IS 21.648 METERS (71.02 FEET) FROM THE
 AU2972'STATION N 26 DEG 29 MIN E.
 AU2972
 AU2972                          STATION RECOVERY (1948)
 AU2972
 AU2972'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948 (GLB)
 AU2972'STATION AND REFERENCE MARKS 1 AND 2 FOUND AS DESCRIBED.  STATION
 AU2972'IS ABOUT 10 MILES W OF LEEVILLE, ON THE S END OF PHILO BRUCE
 AU2972'ISLAND, 22 FEET N OF THE TIP OF THE ISLAND, AND IN THE MIDDLE
 AU2972'OF POINT.
 AU2972
 AU2972                          STATION RECOVERY (1952)
 AU2972
 AU2972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2972'STATION WAS RECOVERED IN POOR CONDITION IN WATER OFFSHORE OF
 AU2972'POINT AND WILL SOON BE DESTROYED.  REFERENCE MARKS 1 AND 2
 AU2972'WERE RECOVERED IN GOOD CONDITION, EXCEPT THAT REFERENCE MARK
 AU2972'2 IS NOW ONLY 2.15 METERS FROM THE SHORELINE.
 AU2972'
 AU2972'SEE DESCRIPTION AND POSITION OF PHILO 2 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2971 ***********************************************************************
 AU2971  DESIGNATION -  PHILO 2
 AU2971  PID         -  AU2971
 AU2971  STATE/COUNTY-  LA/LAFOURCHE
 AU2971  USGS QUAD   -  PELICAN PASS (1994)
 AU2971
 AU2971                         *CURRENT SURVEY CONTROL
 AU2971  ___________________________________________________________________
 AU2971* NAD 83(1992)-  29 11 43.28349(N)    090 20 58.78447(W)     ADJUSTED  
 AU2971* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2971  **This station is located in a subsidence area (see below).
 AU2971  ___________________________________________________________________
 AU2971  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU2971  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AU2971
 AU2971  HORZ ORDER  -  SECOND
 AU2971
 AU2971.The horizontal coordinates were established by classical geodetic methods
 AU2971.and adjusted by the National Geodetic Survey in January 1993..
 AU2971
 AU2971 ** The orthometric height has not been validated since last determined
 AU2971 ** by differential leveling and should not be used for control purposes.
 AU2971 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2971 ** area with valid NAVD 88 orthometric heights.
 AU2971 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2971 ** epoch indicated which incorporates improved geoid heights for the
 AU2971 ** Southern Louisiana Subsidence area.
 AU2971 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2971.The orthometric height was scaled from a topographic map.
 AU2971
 AU2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2971
 AU2971.The geoid height was determined by GEOID03.
 AU2971
 AU2971;                    North         East     Units Scale Factor Converg.
 AU2971;SPC LA S     -    77,489.474 1,095,668.150   MT  1.00002380   +0 29 30.7
 AU2971;SPC LA S     -   254,230.05  3,594,704.59   sFT  1.00002380   +0 29 30.7
 AU2971;UTM  15      - 3,232,538.467   757,704.343   MT  1.00041958   +1 17 36.7
 AU2971
 AU2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2971!SPC LA S     -   1.00000379  x   1.00002380  =   1.00002759
 AU2971!UTM  15      -   1.00000379  x   1.00041958  =   1.00042337
 AU2971
 AU2971|---------------------------------------------------------------------|
 AU2971| PID    Reference Object                     Distance      Geod. Az  |
 AU2971|                                                           dddmmss.s |
 AU2971| DD7954 PHILO 2 RM 4                         22.704 METERS 00823     |
 AU2971| AU2970 LEEVILLE FREEPORT SULPHUR MAST      APPROX.13.1 KM 0784906.5 |
 AU2971| DD7952 PHILO RM 2                           58.519 METERS 15801     |
 AU2971| AU2972 PHILO                                74.596 METERS 17035     |
 AU2971| DD7951 PHILO RM 1                           48.612 METERS 18345     |
 AU2971| AU2987 THE TEX CO CAILLOU IS FLD MST       APPROX.15.3 KM 2320627.6 |
 AU2971| AU2994 THE TEX CO LAKE BARRE FLD TWR       APPROX.13.7 KM 2820144.2 |
 AU2971| DD7953 PHILO 2 RM 3                         26.981 METERS 30617     |
 AU2971|---------------------------------------------------------------------|
 AU2971
 AU2971                          SUPERSEDED SURVEY CONTROL
 AU2971
 AU2971  NAD 83(1986)-  29 11 43.30027(N)    090 20 58.79545(W) AD(       ) 2
 AU2971  NAD 27      -  29 11 42.48100(N)    090 20 58.49600(W) AD(       ) 2
 AU2971
 AU2971.Superseded values are not recommended for survey control.
 AU2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2971.See file dsdata.txt to determine how the superseded data were derived.
 AU2971
 AU2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5770432538(NAD 83)
 AU2971_MARKER: DS = TRIANGULATION STATION DISK
 AU2971_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2971_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2971
 AU2971  HISTORY     - Date     Condition        Report By
 AU2971  HISTORY     - 1953     MONUMENTED       CGS
 AU2971  HISTORY     - 1955     GOOD             CGS
 AU2971  HISTORY     - 1965     GOOD             CGS
 AU2971
 AU2971                          STATION DESCRIPTION
 AU2971
 AU2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ALP)
 AU2971'STATION IS LOCATED APPROXIMATELY 9 MILES N OF TIMBALIER LIGHT,
 AU2971'ON NORTHWEST ISLAND, WHICH IS THE LARGEST AND MOST N OF THE
 AU2971'PHILO BRICE ISLANDS.  THESE ISLANDS SEPARATE LAKE RACCOURCI
 AU2971'FROM TIMBALIER BAY.  THE STATION IS ON THE S END OF THE ISLAND,
 AU2971'240 FEET N OF THE S END, 168 FEET W OF THE E SIDE OF THE ISLAND,
 AU2971'AND 4 FEET SE OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 AU2971'PHILO 2 1953 AND SET IN THE TOP OF A 6-INCH CONCRETE TILE,
 AU2971'WHICH IS FASTENED TO A 2 BY 4 AND DRIVEN INTO THE MARSH.  THE
 AU2971'MARK PROJECTS 18 INCHES.
 AU2971'
 AU2971'REFERENCE MARK 1 IS SW OF THE STATION, AND 51 FEET INSHORE FROM
 AU2971'THE EDGE OF THE MARSH.  IT IS A STANDARD DISK, STAMPED PHILO
 AU2971'1934 NO 1, AND SET IN THE TOP OF A CONCRETE TILE FLUSH WITH
 AU2971'THE MARSH.
 AU2971'
 AU2971'REFERENCE MARK 2 IS SE OF THE STATION AND 7 FEET INSHORE
 AU2971'AND IN THE SHELL FRINGE OF THE MARSH.  IT IS A STANDARD DISK,
 AU2971'STAMPED PHILO 1934 NO 2 AND SET IN THE TOP OF A CONCRETE
 AU2971'MONUMENT FLUSH WITH THE MARSH.
 AU2971'
 AU2971'REFERENCE MARK 3 IS NW OF THE STATION.  IT IS A STANDARD
 AU2971'DISK, STAMPED PHILO 2 1953 NO 3, AND SET IN THE TOP OF A 6-INCH
 AU2971'CONCRETE TILE, WHICH IS FASTENED TO A 2 BY 4 AND DRIVEN INTO THE
 AU2971'MARSH.  THE MARK PROJECTS 18 INCHES.
 AU2971'
 AU2971'REFERENCE MARK 4 IS NE OF THE STATION.  IT IS A STANDARD
 AU2971'DISK, STAMPED PHILO 2 1953 NO 4, AND SET IN THE TOP OF A
 AU2971'6-INCH CONCRETE TILE, WHICH IS FASTENED TO A 2 BY 4 AND DRIVEN
 AU2971'INTO THE MARSH.  THE MARK PROJECTS 18 INCHES.
 AU2971
 AU2971                          STATION RECOVERY (1955)
 AU2971
 AU2971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2971'THE STATION MARK AND FOUR REFERENCE MARKS WERE RECOVERED AS
 AU2971'DESCRIBED IN 1953 DESCRIPTION AND FOUND IN GOOD CONDITION,
 AU2971'EXCEPT THAT DUE TO RECEDING SHORELINE, REFERENCE MARK NO.
 AU2971'2 IS OUT INTO THE WATER 2 FEET FROM THE SHORELINE AND PROJECTING
 AU2971'1 FOOT, AND REFERENCE MARK NO. 1 IS NOW 48 FEET NORTH OF
 AU2971'THE SHORELINE.
 AU2971
 AU2971                          STATION RECOVERY (1965)
 AU2971
 AU2971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU2971'THE STATION AND REFERENCE 3 AND 4 WERE RECOVERED AS DESCRIBED
 AU2971'AND FOUND TO BE IN GOOD CONDITION.  THE MARKS PROJECT ABOUT
 AU2971'2 FEET.  A 1-1/4 INCH PIPE WITNESS POST WAS SET 7 FEET
 AU2971'SOUTH-SOUTHWEST OF THE STATION, THERE IS A DAY BEACON ABOUT
 AU2971'1/4 MILE SOUTH-SOUTHWEST OF THE STATION.
 AU2971'
 AU2971'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1322 ***********************************************************************
 AT1322  DESIGNATION -  PHOENIX RELAY TOWER
 AT1322  PID         -  AT1322
 AT1322  STATE/COUNTY-  LA/PLAQUEMINES
 AT1322  USGS QUAD   -  PHOENIX (1973)
 AT1322
 AT1322                         *CURRENT SURVEY CONTROL
 AT1322  ___________________________________________________________________
 AT1322* NAD 83(1992)-  29 38 16.14815(N)    089 55 14.77136(W)     ADJUSTED  
 AT1322* NAVD 88     -                                                        
 AT1322  **This station is located in a subsidence area (see below).
 AT1322  ___________________________________________________________________
 AT1322  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AT1322  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AT1322
 AT1322  HORZ ORDER  -  THIRD
 AT1322
 AT1322.The horizontal coordinates were established by classical geodetic methods
 AT1322.and adjusted by the National Geodetic Survey in January 1993..
 AT1322
 AT1322 ** The orthometric height has not been validated since last determined
 AT1322 ** by differential leveling and should not be used for control purposes.
 AT1322 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1322 ** area with valid NAVD 88 orthometric heights.
 AT1322 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1322 ** epoch indicated which incorporates improved geoid heights for the
 AT1322 ** Southern Louisiana Subsidence area.
 AT1322 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1322
 AT1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1322
 AT1322.The geoid height was determined by GEOID03.
 AT1322
 AT1322;                    North         East     Units Scale Factor Converg.
 AT1322;SPC LA S     -   126,964.609 1,136,774.290   MT  0.99994569   +0 42 22.7
 AT1322;SPC LA S     -   416,549.72  3,729,566.98   sFT  0.99994569   +0 42 22.7
 AT1322;UTM  16      - 3,282,220.134   217,218.200   MT  1.00058679   -1 26 43.2
 AT1322;UTM  15      - 3,282,617.935   798,130.949   MT  1.00069684   +1 31 25.9
 AT1322
 AT1322                          SUPERSEDED SURVEY CONTROL
 AT1322
 AT1322  NAD 83(1986)-  29 38 16.16096(N)    089 55 14.77517(W) AD(       ) 4
 AT1322  NAD 27      -  29 38 15.39763(N)    089 55 14.52371(W) AD(       ) 3
 AT1322
 AT1322.Superseded values are not recommended for survey control.
 AT1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1322.See file dsdata.txt to determine how the superseded data were derived.
 AT1322
 AT1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1721882220(NAD 83)
 AT1322_MARKER: 53 = ELEVATED TANK
 AT1322
 AT1322  HISTORY     - Date     Condition        Report By
 AT1322  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1322
 AT1322                          STATION DESCRIPTION
 AT1322
 AT1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1322'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4 LEGGED
 AT1322'STEEL STRUCTURE
 AT1322'PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS WITH TWO SQUARE
 AT1322'REFLECTOR DISKS ON THE TOP.
 AT1322'THE OVERALL HEIGHT IS ABOUT 110 FEET.
 AT1322'
 AT1322'STATION IS ABOUT 1-1/2 MILES EAST OF MYRTLE GROVE, 0.05 MILE EAST
 AT1322'OF THE EAST BANK
 AT1322'OF THE MISSISSIPPI RIVER AND ABOUT 200 FEET NORTH OF
 AT1322'STATE HIGHWAY 39 AND IN THE EAST
 AT1322'EDGE OF THE VILLAGE OF PHOENIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0857 ***********************************************************************
 AV0857  DESIGNATION -  PHOTO 1955
 AV0857  PID         -  AV0857
 AV0857  STATE/COUNTY-  LA/CAMERON
 AV0857  USGS QUAD   -  PEVETO BEACH (1982)
 AV0857
 AV0857                         *CURRENT SURVEY CONTROL
 AV0857  ___________________________________________________________________
 AV0857* NAD 83(1992)-  29 48 25.10954(N)    093 31 47.04834(W)     ADJUSTED  
 AV0857* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0857  **This station is located in a subsidence area (see below).
 AV0857  ___________________________________________________________________
 AV0857  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AV0857  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AV0857
 AV0857  HORZ ORDER  -  SECOND
 AV0857
 AV0857.The horizontal coordinates were established by classical geodetic methods
 AV0857.and adjusted by the National Geodetic Survey in January 1993..
 AV0857
 AV0857 ** The orthometric height has not been validated since last determined
 AV0857 ** by differential leveling and should not be used for control purposes.
 AV0857 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0857 ** area with valid NAVD 88 orthometric heights.
 AV0857 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0857 ** epoch indicated which incorporates improved geoid heights for the
 AV0857 ** Southern Louisiana Subsidence area.
 AV0857 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0857.The orthometric height was scaled from a topographic map.
 AV0857
 AV0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0857
 AV0857.The geoid height was determined by GEOID03.
 AV0857
 AV0857;                    North         East     Units Scale Factor Converg.
 AV0857;SPC LA S     -   146,905.721   787,695.946   MT  0.99993144   -1 05 53.6
 AV0857;SPC LA S     -   481,973.19  2,584,299.12   sFT  0.99993144   -1 05 53.6
 AV0857;UTM  15      - 3,297,514.552   448,809.265   MT  0.99963233   -0 15 48.0
 AV0857
 AV0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0857!SPC LA S     -   1.00000407  x   0.99993144  =   0.99993551
 AV0857!UTM  15      -   1.00000407  x   0.99963233  =   0.99963640
 AV0857
 AV0857:                Primary Azimuth Mark                     Grid Az
 AV0857:SPC LA S     -  REFUGE RESET                             049 05 10.0
 AV0857:UTM  15      -  REFUGE RESET                             048 15 04.4
 AV0857
 AV0857|---------------------------------------------------------------------|
 AV0857| PID    Reference Object                     Distance      Geod. Az  |
 AV0857|                                                           dddmmss.s |
 AV0857| AV0349 REFUGE RESET                        APPROX. 9.9 KM 0475916.4 |
 AV0857|---------------------------------------------------------------------|
 AV0857
 AV0857                          SUPERSEDED SURVEY CONTROL
 AV0857
 AV0857  NAD 83(1986)-  29 48 25.13361(N)    093 31 47.03138(W) AD(       ) 2
 AV0857  NAD 27      -  29 48 24.33100(N)    093 31 46.46800(W) AD(       ) 2
 AV0857
 AV0857.Superseded values are not recommended for survey control.
 AV0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0857.See file dsdata.txt to determine how the superseded data were derived.
 AV0857
 AV0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN4880997515(NAD 83)
 AV0857_MARKER: DS = TRIANGULATION STATION DISK
 AV0857_SETTING: 0 = UNSPECIFIED SETTING
 AV0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0857
 AV0857  HISTORY     - Date     Condition        Report By
 AV0857  HISTORY     - 1955     MONUMENTED       CGS
 AV0857  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0857
 AV0857                          STATION DESCRIPTION
 AV0857
 AV0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0857'FROM HOLLY BEACH, GO W ON SHELL ROAD THAT FOLLOWS BEACH
 AV0857'4.0 MILES TO A CANAL LEADING N JUST E OF A CATTLE GUARD ACROSS
 AV0857'ROAD.  GO N ON CANAL BY BOAT 3.0 MILES.  STATION IS IN THE
 AV0857'CENTER OF THE SPOIL BANK ON THE W SIDE OF THE CANAL, 9 FEET
 AV0857'W OF THE CANAL BANK, IN THE CENTER OF A SECTION OF BARE
 AV0857'SPOIL APPROXIMATELY 30 FEET LONG, AND 1458 FEET N OF A TRAPPERS
 AV0857'CABIN.  A STANDARD DISK, STAMPED PHOTO 1955, IN THE TOP
 AV0857'OF A 2-1/2 INCH IRON PIPE PROJECTING 8 INCHES.
 AV0857'
 AV0857'LOCATED BY THREE POINT FIX.
 AV0857
 AV0857                          STATION RECOVERY (1988)
 AV0857
 AV0857'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3197 ***********************************************************************
 DH3197  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3197  DESIGNATION -  PI 1465+14.4 1466+81.20
 DH3197  PID         -  DH3197
 DH3197  STATE/COUNTY-  LA/PLAQUEMINES
 DH3197  USGS QUAD   -  LAKE LAURIER (1992)
 DH3197
 DH3197                         *CURRENT SURVEY CONTROL
 DH3197  ___________________________________________________________________
 DH3197* NAD 83(1992)-  29 36 17.61561(N)    089 52 48.62001(W)     ADJUSTED  
 DH3197* NAVD 88     -         4.12 **(meters)      13.5  **(feet)  GPS OBS(2004.65)
 DH3197  **This station is located in a subsidence area (see below).
 DH3197  ___________________________________________________________________
 DH3197  X           -      11,607.215 (meters)                     COMP
 DH3197  Y           -  -5,549,994.155 (meters)                     COMP
 DH3197  Z           -   3,132,358.774 (meters)                     COMP
 DH3197  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DH3197  ELLIP HEIGHT-         -20.72  (meters)          (05/09/05) GPS OBS
 DH3197  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 DH3197
 DH3197  HORZ ORDER  -  B
 DH3197  ELLP ORDER  -  FOURTH    CLASS II
 DH3197
 DH3197.The horizontal coordinates were established by GPS observations
 DH3197.and adjusted by the National Geodetic Survey in May 2005..
 DH3197
 DH3197 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3197 ** and geoid heights are valid at the date of observation. These heights
 DH3197 ** must always be validated when used as control.
 DH3197 ** The orthometric height was determined by GPS observations using
 DH3197 ** precise GPS observation and processing techniques and a new
 DH3197 ** realization of GEOID03. It supersedes the leveled height previously
 DH3197 ** determined for this station.
 DH3197 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3197 ** epoch indicated which incorporates improved geoid heights for the
 DH3197 ** Southern Louisiana Subsidence area.
 DH3197 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3197.The orthometric height was determined by GPS observations and a
 DH3197.high-resolution geoid model using precise GPS observation and
 DH3197.processing techniques.
 DH3197
 DH3197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3197
 DH3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3197
 DH3197.The ellipsoidal height was determined by GPS observations
 DH3197.and is referenced to NAD 83.
 DH3197
 DH3197.The geoid height was determined by GEOID03.
 DH3197
 DH3197;                    North         East     Units Scale Factor Converg.
 DH3197;SPC LA S     -   123,364.562 1,140,751.306   MT  0.99994947   +0 43 35.8
 DH3197;SPC LA S     -   404,738.57  3,742,614.91   sFT  0.99994947   +0 43 35.8
 DH3197;UTM  16      - 3,278,471.009   221,059.695   MT  1.00056016   -1 25 25.6
 DH3197
 DH3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3197!SPC LA S     -   1.00000325  x   0.99994947  =   0.99995272
 DH3197!UTM  16      -   1.00000325  x   1.00056016  =   1.00056342
 DH3197
 DH3197                          SUPERSEDED SURVEY CONTROL
 DH3197
 DH3197.No superseded survey control is available for this station.
 DH3197
 DH3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2106078471(NAD 83)
 DH3197_MARKER: DD = SURVEY DISK
 DH3197_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH3197+WITH SETTING: INFORMATION.
 DH3197_STAMPING: 1465+14.4=1466+81.20
 DH3197_MARK LOGO: USA   
 DH3197_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3197+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 DH3197
 DH3197  HISTORY     - Date     Condition        Report By
 DH3197  HISTORY     - UNK      MONUMENTED
 DH3197  HISTORY     - 20030128 GOOD             3001
 DH3197
 DH3197                          STATION DESCRIPTION
 DH3197
 DH3197'DESCRIBED BY 3001, INC 2003 (MH)
 DH3197'THE STATION IS LOCATED IN PLAQUEMINES PARISH AT DEER RANGE, LA ABOUT
 DH3197'10.4 MILES  NORTHWEST OF HAPPY JACK, LA AND 14.4 MILES SOUTHEAST OF
 DH3197'LAFITTE, LA
 DH3197' 
 DH3197'OWNERSHIP- COE
 DH3197' 
 DH3197'TO REACH THE STATION FROM THE INTERSECTION OF HWY 23 AND POINT A LA
 DH3197'HACHE FERRY RD. GO  6.7 MILES NORTHWEST ON HWY 23 TO A JUNCTION SE OF
 DH3197'A LIME STONE RD ON RIGHT, TURN RIGHT  ON A LIME STONE RD AND GO 0.19
 DH3197'MILES TO TOP OF LEVEE, TURN RIGHT ON TOP OF LEVEE AND GO  1.02 MILES
 DH3197'SOUTHEAST ON LEVEE AND MARK ON RIGHT ON LEVEE.
 DH3197' 
 DH3197'THE STATION IS A 3.5IN ROUND COE BRASS CAP ON A 1IN PIPE STAMPED
 DH3197'1465+14.4=1466+81.20 1977 (RS),  0.8' BELOW GROUND SURFACE, THE
 DH3197'CONCRETE SLOPE PAVING 147.5 WEST NORTHWEST OF A LEVEE STATION MARKER
 DH3197'POST 1470.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4515 ***********************************************************************
 BJ4515  DESIGNATION -  PIERRE
 BJ4515  PID         -  BJ4515
 BJ4515  STATE/COUNTY-  LA/LIVINGSTON
 BJ4515  USGS QUAD   -  FRENCH SETTLEMENT (1991)
 BJ4515
 BJ4515                         *CURRENT SURVEY CONTROL
 BJ4515  ___________________________________________________________________
 BJ4515* NAD 83(1992)-  30 15 01.09997(N)    090 46 23.87284(W)     ADJUSTED  
 BJ4515* NAVD 88     -         3.5  **(meters)      11.   **(feet)  VERTCON   
 BJ4515  **This station is located in a subsidence area (see below).
 BJ4515  ___________________________________________________________________
 BJ4515  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BJ4515  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ4515
 BJ4515  HORZ ORDER  -  SECOND
 BJ4515
 BJ4515.The horizontal coordinates were established by classical geodetic methods
 BJ4515.and adjusted by the National Geodetic Survey in January 1993..
 BJ4515
 BJ4515 ** The orthometric height has not been validated since last determined
 BJ4515 ** by differential leveling and should not be used for control purposes.
 BJ4515 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4515 ** area with valid NAVD 88 orthometric heights.
 BJ4515 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4515 ** epoch indicated which incorporates improved geoid heights for the
 BJ4515 ** Southern Louisiana Subsidence area.
 BJ4515 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4515
 BJ4515.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4515
 BJ4515.The geoid height was determined by GEOID03.
 BJ4515
 BJ4515;                    North         East     Units Scale Factor Converg.
 BJ4515;SPC LA S     -   194,143.654 1,053,895.896   MT  0.99993518   +0 16 48.1
 BJ4515;SPC LA S     -   636,952.97  3,457,656.79   sFT  0.99993518   +0 16 48.1
 BJ4515;UTM  15      - 3,348,619.735   714,246.006   MT  1.00016632   +1 07 19.9
 BJ4515
 BJ4515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4515!SPC LA S     -   1.00000366  x   0.99993518  =   0.99993884
 BJ4515!UTM  15      -   1.00000366  x   1.00016632  =   1.00016998
 BJ4515
 BJ4515:                Primary Azimuth Mark                     Grid Az
 BJ4515:SPC LA S     -  PIERRE AZ MK                             053 02 12.5
 BJ4515:UTM  15      -  PIERRE AZ MK                             052 11 40.7
 BJ4515
 BJ4515|---------------------------------------------------------------------|
 BJ4515| PID    Reference Object                     Distance      Geod. Az  |
 BJ4515|                                                           dddmmss.s |
 BJ4515| CW2189 PIERRE AZ MK                                       0531900.6 |
 BJ4515| CW2190 PIERRE RM 1                          16.050 METERS 05702     |
 BJ4515| BJ4516 PIERRE LDH 1973 RM 2                  8.867 METERS 27318     |
 BJ4515|---------------------------------------------------------------------|
 BJ4515
 BJ4515                          SUPERSEDED SURVEY CONTROL
 BJ4515
 BJ4515  NAD 83(1986)-  30 15 01.11619(N)    090 46 23.87287(W) AD(       ) 2
 BJ4515  NAD 27      -  30 15 00.41001(N)    090 46 23.53284(W) AD(       ) 2
 BJ4515  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 BJ4515
 BJ4515.Superseded values are not recommended for survey control.
 BJ4515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4515.See file dsdata.txt to determine how the superseded data were derived.
 BJ4515
 BJ4515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1424648620(NAD 83)
 BJ4515_MARKER: DS = TRIANGULATION STATION DISK
 BJ4515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4515
 BJ4515  HISTORY     - Date     Condition        Report By
 BJ4515  HISTORY     - 1973     MONUMENTED       NGS
 BJ4515
 BJ4515                          STATION DESCRIPTION
 BJ4515
 BJ4515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ4515'THE STATION IS LOCATED 12 MILES SOUTHWEST OF KILLIAN, 7 MILES
 BJ4515'SOUTHEAST OF PORT VINCENT AND 10 MILES SOUTH OF FROST, IN THE
 BJ4515'NORTHEAST 1/4 OF SECTION 23, T9S, R4E, AND ON THE PROPERTY OWNED BY
 BJ4515'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4515'
 BJ4515'TO REACH THE STATION FROM THE AMITE RIVER BRIDGE IN PORT VINCENT,
 BJ4515'DRIVE SOUTHEAST ALONG STATE HIGHWAY 16 FOR 8.8 MILES TO THE
 BJ4515'INTERSECTION WITH STATE HIGHWAY 22, TURN RIGHT ON STATE HIGHWAY 22
 BJ4515'AND GO SOUTH FOR 0.9 MILE TO THE AMITE RIVER DIVERSION CHANNEL
 BJ4515'BRIDGE.  THE STATION IS SET NORTHEAST OF THE BRIDGE AND NORTH OF
 BJ4515'THE CHANNEL.
 BJ4515'
 BJ4515'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 BJ4515'STATE HIGHWAY 22 FOR 0.3 MILE.  THE MARK IS SET ON THE LEFT AND
 BJ4515'NORTHWEST OF THE HIGHWAY NEAR A FENCE AND A POWER POLE.
 BJ4515'
 BJ4515'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4515'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4515'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4515'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4515'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4515'STAMPED PIERRE 1973.  THE MARK IS 39 FEET EAST-NORTHEAST OF THE
 BJ4515'CENTER OF STATE HIGHWAY 22, 28 FEET NORTHEAST OF THE NORTHEAST
 BJ4515'CORNER OF THE AMITE RIVER CHANNEL BRIDGE, 24 FEET EAST-NORTHEAST
 BJ4515'OF THE CENTER OF A CATTLE GUARD, 2 FEET SOUTHEAST OF A METAL WITNESS
 BJ4515'POST AND SIGN, AND 1 FOOT WEST-SOUTHWEST OF A FENCE.
 BJ4515'
 BJ4515'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4515'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4515'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4515'STAMPED PIERRE R.M. 1 1973.  IT IS 48 FEET WEST-NORTHWEST OF THE
 BJ4515'EAST END OF A CONCRETE CULVERT, 40 FEET EAST-NORTHEAST OF THE CENTER
 BJ4515'OF STATE HIGHWAY 22, 12 FEET NORTHWEST OF THE CENTER OF A WOODEN
 BJ4515'GATE, AND 3 FEET WEST-SOUTHWEST OF A FENCE.
 BJ4515'
 BJ4515'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4515'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4515'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4515'STAMPED PIERRE R.M. 2 1973.  IT IS 33 FEET SOUTHEAST OF THE CENTER
 BJ4515'OF A CATTLE GUARD, 31 FEET WEST-SOUTHWEST OF THE EAST END OF A
 BJ4515'CONCRETE CULVERT, 21 FEET EAST-NORTHEAST OF THE CENTER OF STATE
 BJ4515'HIGHWAY 22, 19 FEET WEST OF A FENCE, AND 8 FEET EAST-SOUTHEAST OF
 BJ4515'THE NORTHEAST CORNER OF THE AMITE RIVER CHANNEL BRIDGE.
 BJ4515'
 BJ4515'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4515'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4515'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4515'STAMPED PIERRE AZ. MK. 1973.  IT IS 73 FEET SOUTHWEST OF A POWER
 BJ4515'POLE, 25 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 22, 15 FEET
 BJ4515'EAST-NORTHEAST OF A FENCE, AND 2 FEET SOUTH-SOUTHEAST OF A
 BJ4515'METAL WITNESS POST AND SIGN.
 BJ4515'
 BJ4515'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3090 ***********************************************************************
 BX3090  DESIGNATION -  PIERRE 2
 BX3090  PID         -  BX3090
 BX3090  STATE/COUNTY-  LA/NATCHITOCHES
 BX3090  USGS QUAD   -  POWHATAN (1992)
 BX3090
 BX3090                         *CURRENT SURVEY CONTROL
 BX3090  ___________________________________________________________________
 BX3090* NAD 83(1992)-  31 46 58.38811(N)    093 12 08.93454(W)     ADJUSTED  
 BX3090* NAVD 88     -        60.52   (+/-2cm)     198.6    (feet)  VERTCON   
 BX3090  ___________________________________________________________________
 BX3090  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BX3090  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX3090
 BX3090  HORZ ORDER  -  THIRD
 BX3090  VERT ORDER  -  THIRD ? (See Below)
 BX3090
 BX3090.The horizontal coordinates were established by classical geodetic methods
 BX3090.and adjusted by the National Geodetic Survey in January 1993..
 BX3090
 BX3090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3090.The vertical order pertains to the NGVD 29 superseded value.
 BX3090
 BX3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3090
 BX3090.The geoid height was determined by GEOID03.
 BX3090
 BX3090;                    North         East     Units Scale Factor Converg.
 BX3090;SPC LA N     -   142,455.378   933,470.299   MT  0.99991749   -0 22 17.0
 BX3090;SPC LA N     -   467,372.35  3,062,560.47   sFT  0.99991749   -0 22 17.0
 BX3090;UTM  15      - 3,516,388.452   480,829.562   MT  0.99960453   -0 06 23.9
 BX3090
 BX3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3090!SPC LA N     -   0.99999459  x   0.99991749  =   0.99991208
 BX3090!UTM  15      -   0.99999459  x   0.99960453  =   0.99959912
 BX3090
 BX3090|---------------------------------------------------------------------|
 BX3090| PID    Reference Object                     Distance      Geod. Az  |
 BX3090|                                                           dddmmss.s |
 BX3090| BX3093 PIERRE 2 RM 4                         8.255 METERS 04708     |
 BX3090| BX3091 PIERRE 2 AZ MK 3                    APPROX. 0.5 KM 0570849.1 |
 BX3090| CR9521 PIERRE 2 RM 5                        17.224 METERS 13212     |
 BX3090|---------------------------------------------------------------------|
 BX3090
 BX3090                          SUPERSEDED SURVEY CONTROL
 BX3090
 BX3090  NAD 83(1986)-  31 46 58.40362(N)    093 12 08.92621(W) AD(       ) 3
 BX3090  NGVD 29 (08/25/89)   60.57   (m)          198.7    (f) LEVELING    3  
 BX3090
 BX3090.Superseded values are not recommended for survey control.
 BX3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3090.See file dsdata.txt to determine how the superseded data were derived.
 BX3090
 BX3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8083016388(NAD 83)
 BX3090_MARKER: DH = HORIZONTAL CONTROL DISK
 BX3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3090_SP_SET: CONCRETE POST
 BX3090_STAMPING: PIERRE 2 1983
 BX3090_MARK LOGO: NGS   
 BX3090_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3090+STABILITY: SURFACE MOTION
 BX3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3090+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1988
 BX3090
 BX3090  HISTORY     - Date     Condition        Report By
 BX3090  HISTORY     - 1983     MONUMENTED       NGS
 BX3090  HISTORY     - 19881116 GOOD             LADTD
 BX3090
 BX3090                          STATION DESCRIPTION
 BX3090
 BX3090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (FLM)
 BX3090'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MILES) SOUTH SOUTHWEST OF
 BX3090'CAMPTI, 11.4 KM (7.1 MILES) WEST NORTHWEST OF NATCHITOCHES AND 10.1 KM
 BX3090'(6.3 MILES) SOUTH OF POWHATAN, IN SECTION 9, T9N, R8W AND ON PARISH
 BX3090'ROAD RIGHT-OF-WAY.
 BX3090' 
 BX3090'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 BYPASS AND
 BX3090'STATE HIGHWAY 6 AT THE WEST SIDE OF NATCHITOCHES, GO NORTHWEST ON
 BX3090'STATE HIGHWAY 1 BYPASS FOR 8.05 KM (5.0 MI) TO A SIDE ROAD LEFT, TURN
 BX3090'LEFT AND GO WEST ON A BLACK-TOP ROAD FOR 1.6 KM (1.0 MI) TO A SIDE
 BX3090'ROAD LEFT, CONTINUE ON MAIN ROAD FOR 2.09 KM (1.3 MI) TO POSEY ROAD
 BX3090'LEFT, TURN LEFT AND GO 1.45 KM (0.9 MI) TO PIERRE AZ MK 3 ON THE LEFT,
 BX3090'CONTINUE SOUTHWEST FOR 0.56 KM (0.35 MILE) TO THE STATION ON THE
 BX3090'RIGHT.
 BX3090' 
 BX3090'THE STATION IS A STANDARD NGS DISK STAMPED--PIERRE 2 1983--, SET INTO
 BX3090'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 BX3090'FLUSH WITH GROUND LOCATED 30.5 FT (9.3 M) NW FROM THE CENTER OF POSEY
 BX3090'ROAD, 8.5 FT (2.6 M) N FROM A 12-INCH PINE TREE, AND 4 FT (1.2 M) SE
 BX3090'FROM A METAL WITNESS POST AND SIGN.
 BX3090' 
 BX3090'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--PIERRE 2 1983--,
 BX3090'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M) BELOW THE SURFACE.
 BX3090'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--PIERRE 2 NO 4
 BX3090'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BX3090'CM IN DIAMETER FLUSH WITH GROUND LOCATED 28.5 FT (8.7 M) NW FROM THE
 BX3090'CENTER OF POSEY ROAD, AND 4.5 FT (1.4 M) SE FROM A METAL WITNESS POST
 BX3090'AND SIGN.
 BX3090' 
 BX3090'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--PIERRE 2 NO 5
 BX3090'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BX3090'CM IN DIAMETER FLUSH WITH GROUND LOCATED 25.5 FT (7.8 M) SE FROM THE
 BX3090'CENTER OF POSEY ROAD, 18 FT (5.5 M) N FROM A 12-INCH OAK TREE, AND 1.5
 BX3090'FT (0.46 M) SW FROM A METAL WITNESS POST AND SIGN.
 BX3090' 
 BX3090'AZIMUTH MARK NO 3 IS A STANDARD NGS DISK STAMPED--PIERRE 2 NO 3
 BX3090'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BX3090'CM IN DIAMETER FLUSH WITH GROUND LOCATED 130 FT (39.6 M) SSE FROM THE
 BX3090'CENTER OF POSEY ROAD, 26.5 FT (8.1 M) E FROM A 12-INCH PINE TREE, 15
 BX3090'FT (4.6 M) S FROM A 12-INCH PINE TREE, AND 2 FT (0.6 M) WSW FROM A
 BX3090'METAL WITNESS POST AND SIGN.
 BX3090' 
 BX3090'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ALONG POSEY ROAD
 BX3090'FOR 0.56 KM (0.35 MI) TO THE AZIMUTH ON THE RIGHT.
 BX3090
 BX3090                          STATION RECOVERY (1988)
 BX3090
 BX3090'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BX3090'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST-SOUTHWEST OF
 BX3090'CAMPTI,14.5 KM EAST OF ROBELINE AND 11.3 KM (7.00 MI) NORTHWEST OF
 BX3090'NATCHITOCHES, IN SECTION 9 T 9 N, R 8 W.  OWNERSHIP--UNKNOWN
 BX3090'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3090'STATE HIGHWAY 6 WEST OF NATCHITOCHES, GO NORTH FOR 7.7 KM (4.80 MI) ON
 BX3090'INTERSTATE 49 TO THE JUNCTION WITH POSEY ROAD INTERCHANGE.  TURN LEFT
 BX3090'AND GO WEST FOR 1 KM (0.60 MI) ON POSEY ROAD TO THE STATION ON THE
 BX3090'RIGHT.
 BX3090'THE STATION IS FLUSH WITH THE GROUND 9.3 M (30.5 FT) NORTHWEST FROM
 BX3090'THE CENTER OF POSEY ROAD, 2.6 M (8.5 FT) NORTH FROM A 12-INCH PINE
 BX3090'TREE AND 1.2 M (3.9 FT) SOUTHEAST FROM A METAL WITNESS POST WITH A
 BX3090'SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3091 ***********************************************************************
 BX3091  DESIGNATION -  PIERRE 2 AZ MK 3
 BX3091  PID         -  BX3091
 BX3091  STATE/COUNTY-  LA/NATCHITOCHES
 BX3091  USGS QUAD   -  POWHATAN (1992)
 BX3091
 BX3091                         *CURRENT SURVEY CONTROL
 BX3091  ___________________________________________________________________
 BX3091* NAD 83(1992)-  31 47 07.97711(N)    093 11 51.54969(W)     ADJUSTED  
 BX3091* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 BX3091  ___________________________________________________________________
 BX3091  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BX3091  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX3091
 BX3091  HORZ ORDER  -  THIRD
 BX3091
 BX3091.The horizontal coordinates were established by classical geodetic methods
 BX3091.and adjusted by the National Geodetic Survey in January 1993..
 BX3091
 BX3091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3091
 BX3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3091
 BX3091.The geoid height was determined by GEOID03.
 BX3091
 BX3091;                    North         East     Units Scale Factor Converg.
 BX3091;SPC LA N     -   142,747.742   933,929.545   MT  0.99991739   -0 22 07.9
 BX3091;SPC LA N     -   468,331.55  3,064,067.18   sFT  0.99991739   -0 22 07.9
 BX3091;UTM  15      - 3,516,682.843   481,287.308   MT  0.99960432   -0 06 14.8
 BX3091
 BX3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3091!SPC LA N     -   0.99999332  x   0.99991739  =   0.99991071
 BX3091!UTM  15      -   0.99999332  x   0.99960432  =   0.99959764
 BX3091
 BX3091                          SUPERSEDED SURVEY CONTROL
 BX3091
 BX3091  NAD 83(1986)-  31 47 07.99257(N)    093 11 51.54139(W) AD(       ) 3
 BX3091  NGVD 29 (08/25/89)   68.7    (m)          225.     (f) VERT ANG       
 BX3091
 BX3091.Superseded values are not recommended for survey control.
 BX3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3091.See file dsdata.txt to determine how the superseded data were derived.
 BX3091
 BX3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8128716683(NAD 83)
 BX3091_MARKER: DZ = AZIMUTH MARK DISK
 BX3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3091_STAMPING: PIERRE 2 NO 3 1983
 BX3091_MARK LOGO: NGS   
 BX3091_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3091+STABILITY: SURFACE MOTION
 BX3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3091+SATELLITE: SATELLITE OBSERVATIONS - 1983
 BX3091
 BX3091  HISTORY     - Date     Condition        Report By
 BX3091  HISTORY     - 1983     MONUMENTED       NGS
 BX3091  HISTORY     - UNK      SEE DESCRIPTION
 BX3091
 BX3091                          STATION DESCRIPTION
 BX3091
 BX3091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (FLM)
 BX3091'THE STATION IS LOCATED ABOUT 10.5 KM (6.6 MILES) NORTHWEST OF
 BX3091'NATCHITOCHES.  IT IS 39.6 METERS (130 FT) SOUTH SOUTHEAST OF THE
 BX3091'CENTER OF POSEY ROAD.
 BX3091' 
 BX3091'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 BYPASS AND
 BX3091'STATE HIGHWAY 6 AT THE WEST SIDE OF NATCHITOCHES, GO NORTHWEST ON
 BX3091'STATE HIGHWAY 1 BYPASS FOR 8.05 KM (5.0 MI) TO A SIDE ROAD LEFT, TURN
 BX3091'LEFT AND GO WEST ON A BLACK TOP ROAD FOR 1.6 KM (1.0 MI) TO A SIDE
 BX3091'ROAD LEFT, CONTINUE ON MAIN ROAD FOR 2.09 KM (1.3 MI) TO POSEY ROAD
 BX3091'LEFT, TURN LEFT AND GO 1.45 KM (0.9 MI) TO THE STATION ON THE LEFT.
 BX3091' 
 BX3091'THE STATION IS A STANDARD NGS DISK STAMPED--PIERRE 2 NO 3 1983--, SET
 BX3091'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BX3091'DIAMETER FLUSH WITH GROUND LOCATED 130 FT (39.6 M) SSE FROM THE CENTER
 BX3091'OF POSEY ROAD, 26.5 FT (8.1 M) E FROM A 12-INCH PINE TREE, 15 FT (4.6
 BX3091'M) S FROM A 12-INCH PINE TREE, AND 2 FT (0.6 M) WSW FROM A METAL
 BX3091'WITNESS POST AND SIGN.
 BX3091
 BX3091                          STATION RECOVERY (UNK )
 BX3091
 BX3091'RECOVERED UNK
 BX3091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3092 ***********************************************************************
 BX3092  DESIGNATION -  PIERRE 2 AZ MK 4
 BX3092  PID         -  BX3092
 BX3092  STATE/COUNTY-  LA/NATCHITOCHES
 BX3092  USGS QUAD   -  POWHATAN (1992)
 BX3092
 BX3092                         *CURRENT SURVEY CONTROL
 BX3092  ___________________________________________________________________
 BX3092* NAD 83(1992)-  31 47 09.70440(N)    093 11 51.33544(W)     ADJUSTED  
 BX3092* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 BX3092  ___________________________________________________________________
 BX3092  X           -    -302,694.988 (meters)                     COMP
 BX3092  Y           -  -5,418,180.163 (meters)                     COMP
 BX3092  Z           -   3,340,308.933 (meters)                     COMP
 BX3092  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BX3092  ELLIP HEIGHT-          41.49  (meters)          (06/26/02) GPS OBS
 BX3092  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX3092
 BX3092  HORZ ORDER  -  FIRST
 BX3092  ELLP ORDER  -  FOURTH    CLASS II
 BX3092
 BX3092.The horizontal coordinates were established by GPS observations
 BX3092.and adjusted by the National Geodetic Survey in January 1993..
 BX3092
 BX3092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3092
 BX3092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3092
 BX3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3092
 BX3092.The ellipsoidal height was determined by GPS observations
 BX3092.and is referenced to NAD 83.
 BX3092
 BX3092.The geoid height was determined by GEOID03.
 BX3092
 BX3092;                    North         East     Units Scale Factor Converg.
 BX3092;SPC LA N     -   142,800.903   933,935.523   MT  0.99991737   -0 22 07.7
 BX3092;SPC LA N     -   468,505.96  3,064,086.80   sFT  0.99991737   -0 22 07.7
 BX3092;UTM  15      - 3,516,736.014   481,293.039   MT  0.99960432   -0 06 14.7
 BX3092
 BX3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3092!SPC LA N     -   0.99999349  x   0.99991737  =   0.99991086
 BX3092!UTM  15      -   0.99999349  x   0.99960432  =   0.99959781
 BX3092
 BX3092                          SUPERSEDED SURVEY CONTROL
 BX3092
 BX3092  ELLIP H (01/21/93)   41.63   (m)                       GP(       ) 4 2
 BX3092  NAD 83(1986)-  31 47 09.72018(N)    093 11 51.32697(W) AD(       ) 1
 BX3092  NGVD 29 (08/25/89)   67.7    (m)          222.     (f) VERT ANG       
 BX3092
 BX3092.Superseded values are not recommended for survey control.
 BX3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3092.See file dsdata.txt to determine how the superseded data were derived.
 BX3092
 BX3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8129316736(NAD 83)
 BX3092_MARKER: DZ = AZIMUTH MARK DISK
 BX3092_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BX3092_SP_SET: CONCRETE ISLAND TRIANGLE
 BX3092_STAMPING: PIERRE 2 NO 4
 BX3092_MARK LOGO: LADTD 
 BX3092_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3092+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1989
 BX3092
 BX3092  HISTORY     - Date     Condition        Report By
 BX3092  HISTORY     - 1988     MONUMENTED       LADTD
 BX3092  HISTORY     - 19890224 GOOD
 BX3092
 BX3092                          STATION DESCRIPTION
 BX3092
 BX3092'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3092'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST-SOUTHWEST OF
 BX3092'CAMPTI, 14.5 KM (9.00 MI) EAST OF ROBELINE AND 11.3 KM (7.00 MI)
 BX3092'NORTHWEST OF NATCHITOCHES, IN SECTION 9, T 9 N, R 8 W.
 BX3092'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3092'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3092'STATE HIGHWAY 6 WEST OF NATCHITOCHES, GO NORTH FOR 7.7 KM (4.80 MI) ON
 BX3092'INTERSTATE 49 TO THE JUNCTION WITH POSEY ROAD INTERCHANGE, WITH THE
 BX3092'MARK SET IN A DRILL HOLE IN THE SOUTH BOUND ON RAMP ISLAND TRIANGLE.
 BX3092'THE STATION IS 56.4 M (185.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST
 BX3092'CORNER OF THE POSEY ROAD OVERPASS, 19.8 M (65.0 FT) EAST FROM THE WEST
 BX3092'CORNER OF THE TRIANGLE, 19.5 M (64.0 FT) NORTHWEST FROM THE SOUTHWEST
 BX3092'CORNER OF THE TRIANGLE, 18.3 M (60.0 FT) SOUTHEAST FROM THE CENTER OF
 BX3092'THE EAST BOUND LANE OF POSEY ROAD AND 16 M (52.5 FT) SOUTH FROM THE
 BX3092'NORTH CORNER OF THE TRIANGLE.
 BX3092
 BX3092                          STATION RECOVERY (1989)
 BX3092
 BX3092'RECOVERED 1989
 BX3092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3093 ***********************************************************************
 BX3093  DESIGNATION -  PIERRE 2 RM 4
 BX3093  PID         -  BX3093
 BX3093  STATE/COUNTY-  LA/NATCHITOCHES
 BX3093  USGS QUAD   -  POWHATAN (1992)
 BX3093
 BX3093                         *CURRENT SURVEY CONTROL
 BX3093  ___________________________________________________________________
 BX3093* NAD 83(1992)-  31 46 58.57043(N)    093 12 08.70455(W)     ADJUSTED  
 BX3093* NAVD 88     -        61.13   (+/-2cm)     200.6    (feet)  VERTCON   
 BX3093  ___________________________________________________________________
 BX3093  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BX3093  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX3093
 BX3093  HORZ ORDER  -  THIRD
 BX3093  VERT ORDER  -  THIRD ? (See Below)
 BX3093
 BX3093.The horizontal coordinates were established by classical geodetic methods
 BX3093.and adjusted by the National Geodetic Survey in January 1993..
 BX3093
 BX3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3093.The vertical order pertains to the NGVD 29 superseded value.
 BX3093
 BX3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3093
 BX3093.The geoid height was determined by GEOID03.
 BX3093
 BX3093;                    North         East     Units Scale Factor Converg.
 BX3093;SPC LA N     -   142,460.954   933,476.386   MT  0.99991749   -0 22 16.9
 BX3093;SPC LA N     -   467,390.65  3,062,580.44   sFT  0.99991749   -0 22 16.9
 BX3093;UTM  15      - 3,516,394.054   480,835.621   MT  0.99960453   -0 06 23.8
 BX3093
 BX3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3093!SPC LA N     -   0.99999449  x   0.99991749  =   0.99991198
 BX3093!UTM  15      -   0.99999449  x   0.99960453  =   0.99959903
 BX3093
 BX3093                          SUPERSEDED SURVEY CONTROL
 BX3093
 BX3093  NAD 83(1986)-  31 46 58.58588(N)    093 12 08.69631(W) AD(       ) 4
 BX3093  NGVD 29 (08/25/89)   61.18   (m)          200.7    (f) LEVELING    3  
 BX3093
 BX3093.Superseded values are not recommended for survey control.
 BX3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3093.See file dsdata.txt to determine how the superseded data were derived.
 BX3093
 BX3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8083616394(NAD 83)
 BX3093_MARKER: DR = REFERENCE MARK DISK
 BX3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3093_STAMPING: PIERRE 2 NO 4 1983
 BX3093_MARK LOGO: NGS   
 BX3093_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3093+STABILITY: SURFACE MOTION
 BX3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3093+SATELLITE: SATELLITE OBSERVATIONS - 1983
 BX3093
 BX3093  HISTORY     - Date     Condition        Report By
 BX3093  HISTORY     - 1983     MONUMENTED       NGS
 BX3093  HISTORY     - UNK      SEE DESCRIPTION
 BX3093
 BX3093                          STATION DESCRIPTION
 BX3093
 BX3093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (FLM)
 BX3093'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--PIERRE 2 NO 4
 BX3093'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BX3093'CM IN DIAMETER FLUSH WITH GROUND LOCATED 28.5 FT (8.7 M) NW FROM THE
 BX3093'CENTER OF POSEY ROAD, AND 4.5 FT (1.4 M) SE FROM A METAL WITNESS POST
 BX3093'AND SIGN.
 BX3093
 BX3093                          STATION RECOVERY (UNK )
 BX3093
 BX3093'RECOVERED UNK
 BX3093'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3267 ***********************************************************************
 AU3267  DESIGNATION -  PIERRE PART BORE HOLE
 AU3267  PID         -  AU3267
 AU3267  STATE/COUNTY-  LA/ASSUMPTION
 AU3267  USGS QUAD   -  PIERRE PART (1980)
 AU3267
 AU3267                         *CURRENT SURVEY CONTROL
 AU3267  ___________________________________________________________________
 AU3267* NAD 83(1992)-  29 58 34.25333(N)    091 11 42.49990(W)     ADJUSTED  
 AU3267* NAVD 88     -         1.43   (+/-2cm)       4.7  **(feet)  VERTCON   
 AU3267  **This station is located in a subsidence area (see below).
 AU3267  ___________________________________________________________________
 AU3267  X           -    -115,333.214 (meters)                     COMP
 AU3267  Y           -  -5,528,351.724 (meters)                     COMP
 AU3267  Z           -   3,168,074.352 (meters)                     COMP
 AU3267  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3267  ELLIP HEIGHT-         -25.04  (meters)          (07/18/02) GPS OBS
 AU3267  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AU3267
 AU3267  HORZ ORDER  -  FIRST
 AU3267  VERT ORDER  -  THIRD ? (See Below)
 AU3267  ELLP ORDER  -  FOURTH    CLASS II
 AU3267
 AU3267.The horizontal coordinates were established by GPS observations
 AU3267.and adjusted by the National Geodetic Survey in January 1993..
 AU3267
 AU3267 ** The orthometric height has not been validated since last determined
 AU3267 ** by differential leveling and should not be used for control purposes.
 AU3267 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3267 ** area with valid NAVD 88 orthometric heights.
 AU3267 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3267 ** epoch indicated which incorporates improved geoid heights for the
 AU3267 ** Southern Louisiana Subsidence area.
 AU3267 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3267.The vertical order pertains to the NGVD 29 superseded value.
 AU3267
 AU3267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3267
 AU3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3267
 AU3267.The ellipsoidal height was determined by GPS observations
 AU3267.and is referenced to NAD 83.
 AU3267
 AU3267.The geoid height was determined by GEOID03.
 AU3267
 AU3267;                    North         East     Units Scale Factor Converg.
 AU3267;SPC LA S     -   163,634.314 1,013,336.061   MT  0.99992584   +0 04 08.8
 AU3267;SPC LA S     -   536,856.91  3,324,586.73   sFT  0.99992584   +0 04 08.8
 AU3267;UTM  15      - 3,317,516.685   674,130.762   MT  0.99997411   +0 54 07.2
 AU3267
 AU3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3267!SPC LA S     -   1.00000393  x   0.99992584  =   0.99992977
 AU3267!UTM  15      -   1.00000393  x   0.99997411  =   0.99997804
 AU3267
 AU3267                          SUPERSEDED SURVEY CONTROL
 AU3267
 AU3267  ELLIP H (01/21/93)  -24.98   (m)                       GP(       ) 4 2
 AU3267  NAD 83(1986)-  29 58 34.27436(N)    091 11 42.49876(W) AD(       ) 1
 AU3267  NGVD 29 (04/21/89)    1.48   (m)            4.9    (f) LEVELING    3  
 AU3267
 AU3267.Superseded values are not recommended for survey control.
 AU3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3267.See file dsdata.txt to determine how the superseded data were derived.
 AU3267
 AU3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7413117517(NAD 83)
 AU3267_MARKER: I = METAL ROD
 AU3267_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3267_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3267+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3267
 AU3267  HISTORY     - Date     Condition        Report By
 AU3267  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3267
 AU3267                          STATION DESCRIPTION
 AU3267
 AU3267'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3267'THE STATION IS WEST OF BAYOU PIERRE PART, NEXT TO A SMALL GRASS AND
 AU3267'DIRT TRAIL THAT IS BETWEEN TWO GRASS FIELDS.  THE STATION IS SET IN
 AU3267'ASSUMPTION PARISH, ABOUT 20 MILES NORTH OF MORGAN CITY LOUISIANA AND
 AU3267'40 MILES NORTHWEST OF HOUMA LOUISIANA.
 AU3267'
 AU3267'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 90 AND STATE ROUTE
 AU3267'70 IN MORGAN CITY LOUISIANA, GO NORTH ON ROUTE 70 FOR 23.8 MILES TO
 AU3267'BAYOU DRIVE WEST ON THE LEFT.  GO SOUTH, LEFT ON BAYOU DRIVE WEST FOR
 AU3267'2.0 MILES TO A HOUSE AT BOX NUMBER 630.  TURN RIGHT, WEST, BETWEEN THE
 AU3267'HOUSE AT BOX 630 AND A TRAILER TO THE SOUTH, AND DRIVE THROUGH THE
 AU3267'YARD AND DOWN A GRASS TRAIL TO THE STATION ON THE LEFT. ITS ABOUT
 AU3267'0.15 MILES FROM BAYOU DRIVE WEST TO THE STATION.
 AU3267'
 AU3267'THE STATION IS A 9/16 INCH STEEL ROD, DRIVEN INTO THE GROUND, WITH A
 AU3267'PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND IT. THE PVC PIPE IS
 AU3267'SET IN AN IRREGULAR MASS OF CONCRETE.  THE STATION IS SET ABOUT 3 FEET
 AU3267'WEST OF ANOTHER STEEL ROAD AND PVC PIPE, 8 FEET SOUTH OF THE SOUTHERN
 AU3267'EDGE OF A SMALL GRASS TRAIL AND ABOUT 0.15 MILE WEST OF BAYOU DRIVE
 AU3267'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3268 ***********************************************************************
 AU3268  DESIGNATION -  PIERRE PART TIDE GAUGE
 AU3268  PID         -  AU3268
 AU3268  STATE/COUNTY-  LA/ASSUMPTION
 AU3268  USGS QUAD   -  PIERRE PART (1980)
 AU3268
 AU3268                         *CURRENT SURVEY CONTROL
 AU3268  ___________________________________________________________________
 AU3268* NAD 83(1992)-  29 57 48.39015(N)    091 12 36.07769(W)     ADJUSTED  
 AU3268* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 AU3268  ___________________________________________________________________
 AU3268  X           -    -116,784.114 (meters)                     COMP
 AU3268  Y           -  -5,529,027.028 (meters)                     COMP
 AU3268  Z           -   3,166,851.039 (meters)                     COMP
 AU3268  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU3268  ELLIP HEIGHT-         -24.88  (meters)          (07/18/02) GPS OBS
 AU3268  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AU3268
 AU3268  HORZ ORDER  -  FIRST
 AU3268  ELLP ORDER  -  FOURTH    CLASS II
 AU3268
 AU3268.The horizontal coordinates were established by GPS observations
 AU3268.and adjusted by the National Geodetic Survey in January 1993..
 AU3268
 AU3268.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3268
 AU3268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3268
 AU3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3268
 AU3268.The ellipsoidal height was determined by GPS observations
 AU3268.and is referenced to NAD 83.
 AU3268
 AU3268.The geoid height was determined by GEOID03.
 AU3268
 AU3268;                    North         East     Units Scale Factor Converg.
 AU3268;SPC LA S     -   162,220.552 1,011,901.367   MT  0.99992596   +0 03 42.0
 AU3268;SPC LA S     -   532,218.59  3,319,879.73   sFT  0.99992596   +0 03 42.0
 AU3268;UTM  15      - 3,316,082.156   672,716.702   MT  0.99996806   +0 53 39.2
 AU3268
 AU3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3268!SPC LA S     -   1.00000391  x   0.99992596  =   0.99992987
 AU3268!UTM  15      -   1.00000391  x   0.99996806  =   0.99997197
 AU3268
 AU3268                          SUPERSEDED SURVEY CONTROL
 AU3268
 AU3268  ELLIP H (01/21/93)  -24.82   (m)                       GP(       ) 4 2
 AU3268  NAD 83(1986)-  29 57 48.41117(N)    091 12 36.07651(W) AD(       ) 1
 AU3268  NGVD 29 (04/21/89)    1.6    (m)            5.     (f) GPS OBS        
 AU3268
 AU3268.Superseded values are not recommended for survey control.
 AU3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3268.See file dsdata.txt to determine how the superseded data were derived.
 AU3268
 AU3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7271716082(NAD 83)
 AU3268_MARKER: I = METAL ROD
 AU3268_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3268_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3268+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3268
 AU3268  HISTORY     - Date     Condition        Report By
 AU3268  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3268
 AU3268                          STATION DESCRIPTION
 AU3268
 AU3268'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3268'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF MORGAN CITY LOUISIANA
 AU3268'AND ABOUT 35 MILES NORTHWEST OF HOUMA LOUISIANA.
 AU3268'
 AU3268'TO REACH THE STATION FROM STATE ROUTE 70 IN MORGAN CITY GO NORTH ON
 AU3268'ROUTE 70 FOR ABOUT 20 MILES TO PIERRE PART LOUISIANA IN PIERRE PART
 AU3268'TURN SOUTH ON SOUTH BAY DRIVE TO BOX 106.  THE STATION IS LOCATED
 AU3268'ACROSS FROM BOX 106 ON PIERRE PASS EDGE.
 AU3268'
 AU3268'THE STATION IS A 9/16 INCH STEEL ROD DRIVEN INTO THE GROUND WITH A
 AU3268'PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND IT, THE PVC PIPE IS
 AU3268'SET IN AN IRREGULAR MASS OF CONCRETE, NEARLY FLUSH WITH THE GROUND.
 AU3268'STATION IS 24.8 FEET NORTHEAST OF SOUTH BAY ROAD, 5.7 FEET SOUTH OF
 AU3268'THE SOUTH EDGE OF PIERRE PASS CANAL, 51 FEET NORTHEAST OF THE DRIVEWAY
 AU3268'AND THE INTERSECTION WITH THE ROAD AT BOX 106.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1164 ***********************************************************************
 BH1164  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BH1164  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1164  DESIGNATION -  PIKE RESET
 BH1164  PID         -  BH1164
 BH1164  STATE/COUNTY-  LA/ORLEANS
 BH1164  USGS QUAD   -  RIGOLETS (1993)
 BH1164
 BH1164                         *CURRENT SURVEY CONTROL
 BH1164  ___________________________________________________________________
 BH1164* NAD 83(1992)-  30 09 59.67858(N)    089 44 14.66961(W)     ADJUSTED  
 BH1164* NAVD 88     -         2.48 **(meters)       8.1  **(feet)  GPS OBS(2004.65)
 BH1164  **This station is located in a subsidence area (see below).
 BH1164  ___________________________________________________________________
 BH1164  EPOCH DATE  -        2004.65
 BH1164  X           -      25,293.898 (meters)                     COMP
 BH1164  Y           -  -5,518,921.770 (meters)                     COMP
 BH1164  Z           -   3,186,340.004 (meters)                     COMP
 BH1164  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BH1164  ELLIP HEIGHT-         -24.06  (meters)          (06/22/05) GPS OBS
 BH1164  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BH1164  DYNAMIC HT  -           2.48  (meters)       8.1   (feet)  COMP
 BH1164  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 BH1164  OBS GRAVITY -     979,332.1   (mgal)                       GRAV_OBS
 BH1164
 BH1164  HORZ ORDER  -  B
 BH1164  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1164  ELLP ORDER  -  FOURTH    CLASS I
 BH1164
 BH1164.The horizontal coordinates were established by GPS observations
 BH1164.and adjusted by the National Geodetic Survey in June 2005..
 BH1164.The horizontal coordinates are valid at the epoch date displayed above.
 BH1164.The epoch date for horizontal control is a decimal equivalence
 BH1164.of Year/Month/Day.
 BH1164
 BH1164 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1164 ** and geoid heights are valid at the date of observation. These heights
 BH1164 ** must always be validated when used as control.
 BH1164 ** The orthometric height was determined by GPS observations using
 BH1164 ** precise GPS observation and processing techniques and a new
 BH1164 ** realization of GEOID03. It supersedes the leveled height previously
 BH1164 ** determined for this station.
 BH1164 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1164 ** epoch indicated which incorporates improved geoid heights for the
 BH1164 ** Southern Louisiana Subsidence area.
 BH1164 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1164.The orthometric height was determined by GPS observations and a
 BH1164.high-resolution geoid model using precise GPS observation and
 BH1164.processing techniques. It supersedes the leveled height previously
 BH1164.determined for this station.
 BH1164.WARNING-GPS observations at this control monument resulted in a GPS
 BH1164.derived orthometric height which differed from the leveled height by
 BH1164.more than one decimeter (0.1 meter).
 BH1164.The vertical order pertains to the first NAVD 88 superseded value.
 BH1164
 BH1164.This Tidal Bench Mark is designated as VM 7155
 BH1164.by the Center for Operational Oceanographic Products and Services.
 BH1164
 BH1164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1164
 BH1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1164
 BH1164.The ellipsoidal height was determined by GPS observations
 BH1164.and is referenced to NAD 83.
 BH1164
 BH1164.The geoid height was determined by GEOID03.
 BH1164
 BH1164.The dynamic height is computed by dividing the NAVD 88
 BH1164.geopotential number by the normal gravity value computed on the
 BH1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1164.degrees latitude (g = 980.6199 gals.).
 BH1164
 BH1164.The modeled gravity was interpolated from observed gravity values.
 BH1164.The observed gravity was obtained from relative gravimeter ties
 BH1164.to the IGSN71 gravity network.
 BH1164
 BH1164;                    North         East     Units Scale Factor Converg.
 BH1164;SPC LA S     -   185,801.230 1,153,711.312   MT  0.99992991   +0 47 52.7
 BH1164;SPC LA S     -   609,582.87  3,785,134.53   sFT  0.99992991   +0 47 52.7
 BH1164;SPC MS E     -    74,231.437   212,917.782   MT  1.00004352   -0 27 15.6
 BH1164;SPC MS E     -   243,540.97    698,547.76   sFT  1.00004352   -0 27 15.6
 BH1164;UTM  16      - 3,340,409.856   236,375.360   MT  1.00045750   -1 22 35.0
 BH1164
 BH1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1164!SPC LA S     -   1.00000378  x   0.99992991  =   0.99993369
 BH1164!SPC MS E     -   1.00000378  x   1.00004352  =   1.00004730
 BH1164!UTM  16      -   1.00000378  x   1.00045750  =   1.00046128
 BH1164
 BH1164|---------------------------------------------------------------------|
 BH1164| PID    Reference Object                     Distance      Geod. Az  |
 BH1164|                                                           dddmmss.s |
 BH1164| BH1165 PIKE RM 4                            31.684 METERS 00526     |
 BH1164| BH2777 FORT PIKE BRIDGE C OF DRAW LT       APPROX. 0.6 KM 0362613.8 |
 BH1164| BH2783 L AND N RR BRIDGE C MID SPAN        APPROX.10.3 KM 0965852.2 |
 BH1164| BH1159 PIKE AZ MK RESET                                   2152026.8 |
 BH1164| DD8466 PIKE RM 1                           282.398 METERS 22723     |
 BH1164| BH1160 PIKE RM 3                            20.570 METERS 25317     |
 BH1164| BH2798 NORTHEAST DRAW                      APPROX.10.3 KM 2940143.5 |
 BH1164| BH1162 PIKE RM 2                            33.982 METERS 30814     |
 BH1164| BH1163 C 193                                25.051 METERS 31955     |
 BH1164| BH2862 SLIDELL SCHNEIDER BRICK CO TK       APPROX.12.6 KM 3364345.9 |
 BH1164| BH2863 SLIDELL GULF ST CREOSTE CO TK       APPROX.13.6 KM 3401648.2 |
 BH1164| BH2868 SLIDELL MUNICIPAL TANK 1931         APPROX.12.9 KM 3402129.2 |
 BH1164| BH2871 SLIDELL PAN AM TANK                 APPROX.14.1 KM 3431418.2 |
 BH1164|---------------------------------------------------------------------|
 BH1164
 BH1164                          SUPERSEDED SURVEY CONTROL
 BH1164
 BH1164  NAD 83(1992)-  30 09 59.67794(N)    089 44 14.66811(W) AD(       ) 1
 BH1164  NAD 83(1992)-  30 09 59.68081(N)    089 44 14.66732(W) AD(       ) 1
 BH1164  NAD 83(1986)-  30 09 59.69185(N)    089 44 14.66457(W) AD(       ) 1
 BH1164  NAD 27      -  30 09 58.98500(N)    089 44 14.44500(W) AD(       ) 1
 BH1164  NAVD 88 (12/05/96)    2.630  (m)            8.63   (f) ADJUSTED    1 1
 BH1164  NAVD 88 (02/14/94)    2.616  (m)            8.58   (f) UNKNOWN     1 1
 BH1164  NAVD 88 (06/15/91)    2.649  (m)            8.69   (f) UNKNOWN     1 1
 BH1164  NGVD 29 (05/21/91)    2.680  (m)            8.79   (f) ADJUSTED    1 1
 BH1164
 BH1164.Superseded values are not recommended for survey control.
 BH1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1164.See file dsdata.txt to determine how the superseded data were derived.
 BH1164
 BH1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3637540410(NAD 83)
 BH1164_MARKER: DS = TRIANGULATION STATION DISK
 BH1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1164_SP_SET: CONCRETE POST
 BH1164_STAMPING: PIKE 1931 1952
 BH1164_MARK LOGO: CGS   
 BH1164_PROJECTION: FLUSH
 BH1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1164+STABILITY: SURFACE MOTION
 BH1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1164+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 BH1164
 BH1164  HISTORY     - Date     Condition        Report By
 BH1164  HISTORY     - 1952     MONUMENTED       CGS
 BH1164  HISTORY     - 1954     GOOD             CGS
 BH1164  HISTORY     - 1963     GOOD             CGS
 BH1164  HISTORY     - 1965     GOOD             CGS
 BH1164  HISTORY     - 1965     GOOD             LADH
 BH1164  HISTORY     - 1966     GOOD             CGS
 BH1164  HISTORY     - 1969     GOOD             CGS
 BH1164  HISTORY     - 1970     GOOD             NGS
 BH1164  HISTORY     - 1971     GOOD             NGS
 BH1164  HISTORY     - 1972     GOOD             NGS
 BH1164  HISTORY     - 1977     GOOD             NGS
 BH1164  HISTORY     - 1979     GOOD             PGEG
 BH1164  HISTORY     - 1984     GOOD             LA-051
 BH1164  HISTORY     - 1985     GOOD             NGS
 BH1164  HISTORY     - 1986     GOOD             NGS
 BH1164  HISTORY     - 19901024 GOOD             NGS
 BH1164  HISTORY     - 19930317 GOOD             NGS
 BH1164  HISTORY     - 19941018 GOOD             NGS
 BH1164  HISTORY     - 20040413 GOOD             NGS
 BH1164  HISTORY     - 20060321 GOOD             NGS
 BH1164
 BH1164                          STATION DESCRIPTION
 BH1164
 BH1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH1164'STATION AND R.M. 2 RECOVERED. STATION MARK FOUND LEANING TO SW AND
 BH1164'NEW SURFACE MARK ESTABLISHED OVER UNDERGROUND MARK. R.M. 3 WAS
 BH1164'ESTABLISHED. A NEW DESCRIPTION FOLLOWS--
 BH1164'
 BH1164'STATION IS ABOUT 8 MILES SE OF SLIDELL ON W EDGE OF OLD FORT PIKE,
 BH1164'AT S END OF THE NEW RIGOLETS BRIDGE ON U.S. HIGHWAY 90, 118 FEET S
 BH1164'OF THE SE CORNER OF BRIDGE TENDERS HOUSE, 305 FEET S OF THE CENTER
 BH1164'LINE OF S END OF BRIDGE, 147 FEET E OF CENTER LINE OF U.S. HIGHWAY
 BH1164'90, AND BETWEEN THE MOAT OF THE FORT AND THE PAVEMENT.
 BH1164'
 BH1164'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 BH1164'SURFACE MARK IS STAMPED PIKE 1931 1952 AND IS FLUSH WITH THE GROUND.
 BH1164'
 BH1164'R.M. 2 IS 36 FEET E OF CENTER LINE OF U.S. HIGHWAY 90, 7 FEET E OF
 BH1164'A ROCK WELL. IT IS A STANDARD DISK SET IN TOP OF A CONCRETE
 BH1164'MONUMENT, STAMPED PIKE NO 2, AND FLUSH WITH THE GROUND.
 BH1164'
 BH1164'R.M. 3 WAS ESTABLISHED IN THE CONCRETE FOUNDATION OF THE AERO BEACON
 BH1164'AND DIRECTLY UNDER THE BEACON LIGHT WHICH IS LOCATED ON THE LAWN OF
 BH1164'OLD FORT PIKE. IT IS A STANDARD DISK STAMPED PIKE NO 3 1952.
 BH1164
 BH1164                          STATION RECOVERY (1954)
 BH1164
 BH1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BH1164'THE RECOVERY NOTE BY P.L.B. IN 1952 IS ADEQUATE.
 BH1164
 BH1164                          STATION RECOVERY (1963)
 BH1164
 BH1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RRG)
 BH1164'THE STATION AND REFERENCE MARK NO. 2 AND 3 WERE RECOVERED AND FOUND
 BH1164'TO BE IN GOOD CONDITION. THE DESCRIPTION BY P.L.B. OF 1952 IS
 BH1164'ADEQUATE. THE STEEL TOWER SUPPORTING THE BEACON LIGHT OVER
 BH1164'REFERENCE MARK NO. 3 HAS BEEN TORN DOWN BUT THE CONCRETE BASE
 BH1164'REMAINS AND THE MARK HAS NOT BEEN DISTURBED.
 BH1164
 BH1164                          STATION RECOVERY (1965)
 BH1164
 BH1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WPS)
 BH1164'STATION RECOVERED IN GOOD CONDITION. PREVIOUS DESCRIPTION ADEQUATE.
 BH1164
 BH1164                          STATION RECOVERY (1965)
 BH1164
 BH1164'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH1164'STATION IS ABOUT 8 MILES SOUTHEAST OF SLIDELL ON WEST EDGE OF OLD
 BH1164'FORT PIKE, AT THE SOUTH END OF THE RIGOLETS BRIDGE ON U.S. HIGHWAY
 BH1164'90, 305 FEET OF THE CENTER LINE OF THE SOUTH END OF THE BRIDGE,
 BH1164'147.10 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 90, AND IS
 BH1164'BETWEEN THE LEVEE ON THE MOAT TO THE FORT AND U.S. HIGHWAY 90.
 BH1164'
 BH1164'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE POST FLUSH
 BH1164'WITH THE SURFACE OF THE GROUND. STATION IS STAMPED PIKE 1931, 1952.
 BH1164'
 BH1164'R.M. NO 2 IS 36.15 FEET EAST OF THE CENTER LINE OF U.S. HWY. 90, 10
 BH1164'FEET SOUTH OF DRIVE TO FORT, AND IS 111.53 FEET NORTHWEST OF STATION
 BH1164'PIKE. STATION IS STANDARD DISK SET IN CONCRETE POST FLUSH WITH THE
 BH1164'SURFACE OF THE GROUND AND IS STAMPED PIKE NO. 2.
 BH1164'
 BH1164'R.M. NO. 3 IS SET IN OLD BEACON FOUNDATION IN THE CENTER.  STATION IS
 BH1164'67.48 FEET SOUTHWEST OF STATION PIKE. STATION IS STAMPED PIKE NO 3
 BH1164'1952.
 BH1164'
 BH1164'R.M. NO. 2 TO PIKE 111.53
 BH1164'
 BH1164'R.M. NO. 3 TO PIKE 67.48
 BH1164'
 BH1164'WEST RIGOLETS LIGHTHOUSE--LIGHTHOUSE IS ABANDONED AND IS PRIVATELY
 BH1164'OWNED, BUT STATION IS IN GOOD CONDITION AND CAN BE USED.
 BH1164'
 BH1164'STATION IS SOUTHWEST OF THE SOUTHWEST END OF THE RIGOLETS BRIDGE AND
 BH1164'CAN BE REACHED BY TRAVELING SHELL ROAD FOR ABOUT 0.6 MILES. STATION
 BH1164'IS ON TOP OF HOUSE.
 BH1164
 BH1164                          STATION RECOVERY (1966)
 BH1164
 BH1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH1164'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 BH1164'GOOD CONDITION. REFERENCE MARK 1 WAS FOUND TO HAVE BEEN DESTROYED.
 BH1164'THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS 2 AND 3 CHECKED.
 BH1164'REFERENCE MARK 4 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 BH1164'TIME.
 BH1164'
 BH1164'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 BH1164'
 BH1164'STATION IS ABOUT 11 MILES SOUTHEAST OF SLIDELL, AT THE WEST EDGE OF
 BH1164'OLD FORT PIKE AND ABOUT 100 YARDS SOUTH OF THE SOUTH END OF THE
 BH1164'RIGOLETS BRIDGE AND ON STATE PROPERTY.
 BH1164'
 BH1164'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 90 AND 11,
 BH1164'GO NORTHEAST ON U.S. HIGHWAY 90 FOR 3.9 MILES TO THE CENTER OF THE
 BH1164'LONG-SIMPSON BRIDGE. CONTINUE NORTHEAST ON U.S. HIGHWAY 90 FOR 8.75
 BH1164'MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH ON U.S.
 BH1164'HIGHWAY 90 FOR 0.25 MILE TO OLD FORT PIKE AND THE STATION ON THE
 BH1164'RIGHT.
 BH1164'
 BH1164'STATION MARKS ARE STANDARD DISKS STAMPED PIKE 1931 1952. THE SURFACE
 BH1164'DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH
 BH1164'WITH THE GROUND SURFACE. IT IS 148 FEET EAST OF THE CENTER OF U.S.
 BH1164'HIGHWAY 90, 116 FEET SOUTH OF THE EAST CORNER OF A WHITE HOUSE, 55
 BH1164'FEET SOUTHEAST OF A THREE TRUNKED TREE AND 31 FEET WEST OF THE
 BH1164'WEST EDGE OF A BRICK WALL. THE UNDERGROUND DISK WAS NOT INSPECTED
 BH1164'AT THIS TIME.
 BH1164'
 BH1164'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PIKE NO 2 1931, IS SET
 BH1164'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BH1164'GROUND SURFACE. IT IS 70 FEET WEST-SOUTHWEST OF THE THREE TRUNKED
 BH1164'TREE, 37 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 90 AND 24
 BH1164'FEET NORTH-NORTHWEST OF A 24 INCH LIVE OAK TREE.
 BH1164'
 BH1164'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PIKE NO 3 1952, IS
 BH1164'CEMENTED IN A DRILL HOLE IN A 12 FOOT SQUARE CONCRETE SLAB AND FLUSH
 BH1164'WITH THE SURFACE. IT IS 112 FEET EAST-SOUTHEAST OF THE CENTER OF
 BH1164'U.S. HIGHWAY 90, 84 FEET SOUTH-SOUTHWEST OF THE THREE TRUNKED TREE
 BH1164'AND 43 FEET NORTH-NORTHWEST OF POWER POLE NUMBER 580.
 BH1164'
 BH1164'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PIKE NO 4 1931 1952
 BH1164'1966, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BH1164'FLUSH WITH THE GROUND SURFACE. IT IS 60 FEET NORTH-NORTHEAST OF THE
 BH1164'THREE TRUNKED TREE, 38 FEET WEST OF THE EAST CORNER OF THE WHITE
 BH1164'HOUSE AND 1 FOOT EAST OF A POWER POLE.
 BH1164'
 BH1164'BENCH MARK C 193, A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 BH1164'STAMPED C 193 1963, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD
 BH1164'GROUND ROD. IT IS ENCASED IN A 4 INCH TERRACOTTA TILE WHICH
 BH1164'PROJECTS 2 INCHES. IT IS 67 FEET SOUTHEAST OF THE CENTER OF U. S.
 BH1164'HIGHWAY 90, 38 FEET NORTHEAST OF THE 24 INCH LIVE OAK TREE AND 35
 BH1164'FEET WEST OF THE THREE TRUNKED TREE.
 BH1164'
 BH1164'AZIMUTH MARK, A STANDARD DISK STAMPED PIKE 1931 1952 1966, IS SET IN
 BH1164'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 BH1164'GROUND SURFACE. IT IS 178 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 BH1164'90, 48 FEET WEST OF A POWER POLE, 41.5 FEET NORTHEAST OF POWER
 BH1164'POLE NUMBER 575 A, 11 FEET NORTH OF THE CENTER OF A SHELL DRIVE
 BH1164'AND 1.5 FEET EAST OF A METAL WITNESS POST. THE PROPERTY OWNER AT
 BH1164'THE AZIMUTH MARK IS MR. W.J. VINOT. THE MARK IS 6.8 FEET EAST OF
 BH1164'THE GOVERNMENT RIGHT-OF-WAY AND 4.5 FEET NORTH OF THE SOUTH SIDE
 BH1164'OF THE PROPERTY LINE.
 BH1164
 BH1164                          STATION RECOVERY (1969)
 BH1164
 BH1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH1164'23.2 MI E FROM NEW ORLEANS.
 BH1164'ABOUT 23.2 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE I 10 OVERPASS
 BH1164'OVER U. S. HIGHWAY 90 AT NEW ORLEANS, ABOUT 105 YARDS SOUTH OF THE
 BH1164'SOUTH CORNER OF THE HIGHWAY BRIDGE OVER THE RIGOLETS, AT OLD FORT
 BH1164'PIKE, INSIDE OF A SMALL PARK, 148 1/2 FEET SOUTHEAST OF THE CENTER
 BH1164'LINE OF THE HIGHWAY, 82.4 FEET SOUTHEAST OF BENCH MARK C 193
 BH1164'DESCRIBED, 31 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LANDING AT
 BH1164'THE TOP OF THE STEPS WHICH LEADS TO THE OLD FORT, 33 FEET WEST OF THE
 BH1164'SOUTHWEST ONE OF THREE CEDAR TREES, ABOUT LEVEL WITH THE HIGHWAY AND
 BH1164'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 BH1164'THE GROUND.
 BH1164
 BH1164                          STATION RECOVERY (1970)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH1164'RECOVERED IN GOOD CONDITION.
 BH1164
 BH1164                          STATION RECOVERY (1971)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH1164'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY LMC IN
 BH1164'1966.
 BH1164
 BH1164                          STATION RECOVERY (1972)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH1164'MEASUREMENT WERE MADE WITH A 30 METER AND 300 FOOT TAPE, HOLDING
 BH1164'5 AND 10 KGS. TENSION.
 BH1164'
 BH1164'THE STATION MARK, REFERENCE MARKS 2, 3, 4, AZIMUTH MARK AND
 BH1164'BENCH MARK C 193 WERE RECOVERED AND FOUND IN GOOD CONDITION AS
 BH1164'DESCRIBED IN THE 1966 DESCRIPTION.
 BH1164'
 BH1164'THE HORIZONTAL DIRECTIONS AND THE DISTANCE TO THE MARKS WERE
 BH1164'FOUND COMPLETELY ADEQUATELY.
 BH1164'
 BH1164'TO REACH THE STATION IS COMPLETELY ADEQUATELY FROM THE 1966
 BH1164'DESCRIPTION.
 BH1164'
 BH1164'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 BH1164'
 BH1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH1164'11 MILES SOUTHEAST OF SLIDELL.
 BH1164
 BH1164                          STATION RECOVERY (1977)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1164'RECOVERED IN GOOD CONDITION.
 BH1164
 BH1164                          STATION RECOVERY (1979)
 BH1164
 BH1164'RECOVERY NOTE BY PETTY GEOPHYSICAL CO 1979 (EAF)
 BH1164'PIKE 1931 1952 PREVIOUS DESCRIPTION BY LM CHASE ADEQUATE ALL
 BH1164'REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK
 BH1164'DESTROYED WHEN PROPERTY OWNER WJ. VINOT CONSTRUCTED BUILDING ON
 BH1164'MARKER.
 BH1164
 BH1164                          STATION RECOVERY (1984)
 BH1164
 BH1164'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BH1164'RECOVERED IN GOOD CONDITION.
 BH1164
 BH1164                          STATION RECOVERY (1985)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1164'RECOVERED IN GOOD CONDITION.
 BH1164
 BH1164                          STATION RECOVERY (1986)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1164'RECOVERED IN GOOD CONDITION.
 BH1164
 BH1164                          STATION RECOVERY (1990)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1164'37.4 KM (23.2 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1164'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1164'AT FORT PIKE STATE MONUMENT, 96.0 M (315.0 FT) SOUTH OF THE SOUTH
 BH1164'CORNER OF THE HIGHWAY BRIDGE SPANNING THE RIGOLETS, 45.3 M (148.6 FT)
 BH1164'SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 25.1 M (82.3 FT)
 BH1164'SOUTHEAST OF BENCH MARK C 193, 10.0 M (32.8 FT) WEST OF THE MOST
 BH1164'SOUTHWESTERLY OF 3 CEDAR TREES, 9.4 M (30.8 FT) SOUTHWEST OF THE
 BH1164'SOUTHWEST CORNER OF THE LANDING AT THE TOP OF THE STEPS WHICH LEADS
 BH1164'TO THE OLD FORT, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BH1164'NOTE--THE 9 IN THE STAMPED DATE (1952) IS BARELY LEGIBLE AND THERE
 BH1164'HAS BEEN A 1 STAMPED OVER TOP OF THE 2.
 BH1164
 BH1164                          STATION RECOVERY (1993)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1164'37.4 KM (23.25 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1164'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1164'45.3 M (148.6 FT) SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 BH1164'HIGHWAY, 34.0 M (111.5 FT) SOUTHEAST OF REFERENCE MARK 2, 25.1 M
 BH1164'(82.3 FT) SOUTHEAST OF BENCH MARK C 193, 20.5 M (67.3 FT) EAST OF
 BH1164'REFERENCE MARK 3, 10.0 M (32.8 FT) WEST OF THE MOST WESTERLY OF 3
 BH1164'CEDAR TREES, 9.4 M (30.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BH1164'LANDING OF A SET OF STEPS LEADING TO FORT PECK, AND THE MONUMENT IS
 BH1164'FLUSH WITH THE GROUND SURFACE.
 BH1164
 BH1164                          STATION RECOVERY (1994)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1164'37.0 KM (23.00 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1164'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1164'45.3 M (148.6 FT) SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 BH1164'34.0 M (111.5 FT) SOUTHEAST OF REFERENCE MARK 2, 25.1 M (82.3 FT)
 BH1164'SOUTHEAST OF BENCH MARK C 193, 20.5 M (67.3 FT) EAST OF REFERENCE MARK
 BH1164'3, 10.0 M (32.8 FT) WEST OF THE MOST WESTERLY OF 3 CEDAR TREES, 9.4 M
 BH1164'(30.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE LANDING FOR A SET
 BH1164'OF STEPS LEADING TO FORT PIKE, AND THE MONUMENT IS FLUSH WITH THE
 BH1164'GROUND SURFACE.
 BH1164
 BH1164                          STATION RECOVERY (2004)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BH1164'FROM EXIT 246, I 10 AND I 510 GO S ON I 510 FOR 2 MI. TO EXIT 2C, US
 BH1164'HWY 90 AND GO GO TO THE  TRAFFIC LIGHT.  TURN LEFT, EASTERLY ON US 90,
 BH1164'CHEF MENTEUR HWY, FOR 6.25 MI TO THE  JUNCTION WITH US 11.  CONTINUE
 BH1164'FOR 13 MI. TO THE ENTRANCE WIT FORT PIKE JUST WEST OT THE  RIGOLETS
 BH1164'BRIDGE. TURN RIGHT EASTERLY AND PROCEED TO THE PARKING LOT AND END OF
 BH1164'TRUCK  TRAVEL. PROCEED THRU THE GATE AND GO WESTERLY AND THEN NE ALONG
 BH1164'A ANGULARED SPLIT  RAIL FENCE TO THE LAST ANGLE BEFORE THE FORT
 BH1164'ENTRANCE AND THE MARK ON THE E SIDE OF  THE FENCE AT THE LAST ANGLE OF
 BH1164'THE FENCE.  THE MARK IS 2 FT SE OF THE INSIDE ANGLE OF THE  FENCE,
 BH1164'42.6 FTSW FROM THE FORT PIKE ENTRANCE SIGN, 84 FT NE OF POWER POLE
 BH1164'548795 WITH A  TRANSFORMER, 52.5 FT SE TRIPLE TRUNKED TREE, 33FT W OF
 BH1164'THE S ONE OF 3 CEDAR TREES.
 BH1164
 BH1164                          STATION RECOVERY (2006)
 BH1164
 BH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 BH1164'RECOVERED IN GOOD CONDITION.  ADD--1.1 M SOUTHWEST OF WITNESS POST,
 BH1164'0.8 M NORTHEAST OF WITNESS POST, AND 1.4 M NORTHEAST OF A GPS ANCHOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1160 ***********************************************************************
 BH1160  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BH1160  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1160  DESIGNATION -  PIKE RM 3
 BH1160  PID         -  BH1160
 BH1160  STATE/COUNTY-  LA/ORLEANS
 BH1160  USGS QUAD   -  RIGOLETS (1993)
 BH1160
 BH1160                         *CURRENT SURVEY CONTROL
 BH1160  ___________________________________________________________________
 BH1160* NAD 83(1992)-  30 09 59.48640(N)    089 44 15.40588(W)     ADJUSTED  
 BH1160* NAVD 88     -         2.80 **(meters)       9.2  **(feet)  GPS OBS(2004.65)
 BH1160  **This station is located in a subsidence area (see below).
 BH1160  ___________________________________________________________________
 BH1160  EPOCH DATE  -        2004.65
 BH1160  X           -      25,274.213 (meters)                     COMP
 BH1160  Y           -  -5,518,925.102 (meters)                     COMP
 BH1160  Z           -   3,186,335.043 (meters)                     COMP
 BH1160  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BH1160  ELLIP HEIGHT-         -23.75  (meters)          (04/11/06) GPS OBS
 BH1160  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BH1160  DYNAMIC HT  -           2.80  (meters)       9.2   (feet)  COMP
 BH1160  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 BH1160  OBS GRAVITY -     979,332.1   (mgal)                       GRAV_OBS
 BH1160
 BH1160  HORZ ORDER  -  B
 BH1160  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1160  ELLP ORDER  -  FOURTH    CLASS II
 BH1160
 BH1160.The horizontal coordinates were established by GPS observations
 BH1160.and adjusted by the National Geodetic Survey in April 2006..
 BH1160.The horizontal coordinates are valid at the epoch date displayed above.
 BH1160.The epoch date for horizontal control is a decimal equivalence
 BH1160.of Year/Month/Day.
 BH1160
 BH1160 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1160 ** and geoid heights are valid at the date of observation. These heights
 BH1160 ** must always be validated when used as control.
 BH1160 ** The orthometric height was determined by GPS observations using
 BH1160 ** precise GPS observation and processing techniques and a new
 BH1160 ** realization of GEOID03. It supersedes the leveled height previously
 BH1160 ** determined for this station.
 BH1160 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1160 ** epoch indicated which incorporates improved geoid heights for the
 BH1160 ** Southern Louisiana Subsidence area.
 BH1160 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1160.The orthometric height was determined by GPS observations and a
 BH1160.high-resolution geoid model using precise GPS observation and
 BH1160.processing techniques. It supersedes the leveled height previously
 BH1160.determined for this station.
 BH1160.WARNING-GPS observations at this control monument resulted in a GPS
 BH1160.derived orthometric height which differed from the leveled height by
 BH1160.more than one decimeter (0.1 meter).
 BH1160.The vertical order pertains to the first NAVD 88 superseded value.
 BH1160
 BH1160.This Tidal Bench Mark is designated as VM 7156
 BH1160.by the Center for Operational Oceanographic Products and Services.
 BH1160
 BH1160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1160
 BH1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1160
 BH1160.The ellipsoidal height was determined by GPS observations
 BH1160.and is referenced to NAD 83.
 BH1160
 BH1160.The geoid height was determined by GEOID03.
 BH1160
 BH1160.The dynamic height is computed by dividing the NAVD 88
 BH1160.geopotential number by the normal gravity value computed on the
 BH1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1160.degrees latitude (g = 980.6199 gals.).
 BH1160
 BH1160.The modeled gravity was interpolated from observed gravity values.
 BH1160.The observed gravity was obtained from relative gravimeter ties
 BH1160.to the IGSN71 gravity network.
 BH1160
 BH1160;                    North         East     Units Scale Factor Converg.
 BH1160;SPC LA S     -   185,795.039 1,153,691.697   MT  0.99992991   +0 47 52.4
 BH1160;SPC LA S     -   609,562.56  3,785,070.18   sFT  0.99992991   +0 47 52.4
 BH1160;SPC MS E     -    74,225.675   212,898.034   MT  1.00004357   -0 27 16.0
 BH1160;SPC MS E     -   243,522.07    698,482.97   sFT  1.00004357   -0 27 16.0
 BH1160;UTM  16      - 3,340,404.411   236,355.514   MT  1.00045763   -1 22 35.3
 BH1160
 BH1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1160!SPC LA S     -   1.00000373  x   0.99992991  =   0.99993364
 BH1160!SPC MS E     -   1.00000373  x   1.00004357  =   1.00004730
 BH1160!UTM  16      -   1.00000373  x   1.00045763  =   1.00046136
 BH1160
 BH1160                          SUPERSEDED SURVEY CONTROL
 BH1160
 BH1160  NAD 83(1992)-  30 09 59.48574(N)    089 44 15.40419(W) AD(       ) 2
 BH1160  NAD 83(1992)-  30 09 59.48860(N)    089 44 15.40340(W) AD(       ) 2
 BH1160  NAD 83(1986)-  30 09 59.49961(N)    089 44 15.40082(W) AD(       ) 2
 BH1160  NAD 27      -  30 09 58.79300(N)    089 44 15.18100(W) AD(       ) 2
 BH1160  NAVD 88 (12/05/96)    2.929  (m)            9.61   (f) ADJUSTED    1 1
 BH1160  NAVD 88 (02/14/94)    2.930  (m)            9.61   (f) UNKNOWN     1 1
 BH1160  NAVD 88 (06/15/91)    2.938  (m)            9.64   (f) UNKNOWN     1 1
 BH1160  NGVD 29 (05/21/91)    2.993  (m)            9.82   (f) ADJUSTED    1 1
 BH1160
 BH1160.Superseded values are not recommended for survey control.
 BH1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1160.See file dsdata.txt to determine how the superseded data were derived.
 BH1160
 BH1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3635640404(NAD 83)
 BH1160_MARKER: DR = REFERENCE MARK DISK
 BH1160_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH1160+WITH SETTING: PAVEMENT
 BH1160_SP_SET: DISK CENTERED ON A RED CONCRETE
 BH1160_STAMPING: PIKE NO 3 1952
 BH1160_MARK LOGO: CGS   
 BH1160_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1160+STABILITY: SURFACE MOTION
 BH1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1160+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 BH1160
 BH1160  HISTORY     - Date     Condition        Report By
 BH1160  HISTORY     - 1952     MONUMENTED       CGS
 BH1160  HISTORY     - 1954     GOOD             CGS
 BH1160  HISTORY     - 1963     GOOD             CGS
 BH1160  HISTORY     - 1969     GOOD             CGS
 BH1160  HISTORY     - 1970     GOOD             NGS
 BH1160  HISTORY     - 1977     GOOD             NGS
 BH1160  HISTORY     - 1980     GOOD             LADTD
 BH1160  HISTORY     - 1984     GOOD             LA-051
 BH1160  HISTORY     - 1985     GOOD             NGS
 BH1160  HISTORY     - 1986     GOOD             NGS
 BH1160  HISTORY     - 19901022 GOOD             NGS
 BH1160  HISTORY     - 19930317 GOOD             NGS
 BH1160  HISTORY     - 19941018 GOOD             NGS
 BH1160  HISTORY     - 20060106 GOOD             3001
 BH1160
 BH1160                          STATION DESCRIPTION
 BH1160
 BH1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH1160'THE STATION IS LOCATED ABOUT 8 MILES SE. OF SLIDELL NEAR THE S. END
 BH1160'OF THE NEW RIGOLETS BRIDGE ON U.S. HIGHWAY 90 ON THE LAWN OF THE OLD
 BH1160'FORT PIKE AND BETWEEN THE MOAT OF THE FORT AND THE HIGHWAY. A
 BH1160'STANDARD CAA 36 INCH ROTATING AIRWAY BEACON FLASHING RED AND
 BH1160'WHITE, MOUNTED ON A STEEL FRAME TOWER AND ABOUT 70 FEET HIGH.
 BH1160'
 BH1160'PIKE RM NO. 3 1952 WAS ESTABLISHED IN THE CONCRETE FOUNDATION OF THE
 BH1160'BEACON, DIRECTLY UNDER THE BEACON LIGHT.
 BH1160'
 BH1160'THE BEACON IS CALLED NEW ORLEANS-ATLANTA AIRWAY BEACON NO. 2.
 BH1160
 BH1160                          STATION RECOVERY (1954)
 BH1160
 BH1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BH1160'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BH1160
 BH1160                          STATION RECOVERY (1963)
 BH1160
 BH1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RRG)
 BH1160'THE STEEL TOWER SUPPORTING THE BEACON LIGHT OVER R.M. 3 FOR PIKE HAS
 BH1160'BEEN TORN DOWN BUT THE CONCRETE BASE REMAINS AND THE MARK HAS NOT
 BH1160'BEEN DISTURBED.
 BH1160
 BH1160                          STATION RECOVERY (1969)
 BH1160
 BH1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH1160'23.2 MI E FROM NEW ORLEANS.
 BH1160'ABOUT 23.2 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE I 10 OVERPASS
 BH1160'OVER U. S. HIGHWAY 90 AT NEW ORLEANS, AT OLD FORT PIKE, 67.5 FEET WEST
 BH1160'OF THE STATION MARK, SET ON THE TOP AND ABOUT IN THE CENTER OF A 13
 BH1160'1/2 FOOT SQUARE CONCRETE BLOCK WHICH FORMERLY SUPPORTED A BEACON
 BH1160'LIGHT, 113 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 83 FEET
 BH1160'SOUTH OF BENCH MARK C 193 DESCRIBED AND ABOUT LEVEL WITH THE HIGHWAY.
 BH1160
 BH1160                          STATION RECOVERY (1970)
 BH1160
 BH1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH1160'RECOVERED IN GOOD CONDITION.
 BH1160
 BH1160                          STATION RECOVERY (1977)
 BH1160
 BH1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1160'RECOVERED IN GOOD CONDITION.
 BH1160
 BH1160                          STATION RECOVERY (1980)
 BH1160
 BH1160'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BH1160'RECOVERED IN GOOD CONDITION.
 BH1160
 BH1160                          STATION RECOVERY (1984)
 BH1160
 BH1160'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BH1160'RECOVERED IN GOOD CONDITION.
 BH1160
 BH1160                          STATION RECOVERY (1985)
 BH1160
 BH1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1160'RECOVERED IN GOOD CONDITION.
 BH1160
 BH1160                          STATION RECOVERY (1986)
 BH1160
 BH1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1160'RECOVERED IN GOOD CONDITION.
 BH1160
 BH1160                          STATION RECOVERY (1990)
 BH1160
 BH1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1160'37.4 KM (23.2 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1160'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1160'AT FORT PIKE HISTORICAL SITE, IN THE CENTER OF A 4.1 M (13.5 FT)
 BH1160'SQUARE CONCRETE BLOCK WHICH FORMERLY SUPPORTED A BEACON, 34.4 M
 BH1160'(112.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 20.5 M (67.3 FT) WEST
 BH1160'OF TRIANGULATION STATION PIKE, 0.6 M (2.0 FT) ABOVE THE GROUND
 BH1160'SURFACE, AND LEVEL WITH THE HIGHWAY.
 BH1160
 BH1160                          STATION RECOVERY (1993)
 BH1160
 BH1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1160'37.4 KM (23.25 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1160'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1160'NEAR THE CENTER OF A 12 BY 12-FOOT CONCRETE PAD THAT FORMERLY
 BH1160'SUPPORTED A BEACON, 34.8 M (114.2 FT) SOUTHEAST OF AND LEVEL WITH THE
 BH1160'CENTERLINE OF THE HIGHWAY, 25.5 M (83.7 FT) SOUTH OF BENCH MARK C
 BH1160'193, 24.7 M (81.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST, 20.5 M (67.3
 BH1160'FT) WEST OF TRIANGULATION STATION PIKE RESET, 19.4 M (63.6 FT)
 BH1160'SOUTHEAST OF A CHAIN-LINK FENCE, AND 2.9 M (9.5 FT) NORTHEAST OF THE
 BH1160'SOUTHWEST CORNER OF THE PAD.
 BH1160
 BH1160                          STATION RECOVERY (1994)
 BH1160
 BH1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1160'37.0 KM (23.00 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1160'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1160'NEAR THE CENTER OF A 12 BY 12-FOOT CONCRETE PAD THAT FORMERLY
 BH1160'SUPPORTED A BEACON, 34.8 M (114.2 FT) SOUTHEAST OF AND LEVEL WITH THE
 BH1160'HIGHWAY CENTERLINE, 25.5 M (83.7 FT) SOUTH OF BENCH MARK C 193, 24.7 M
 BH1160'(81.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST, 20.5 M (67.3 FT) WEST OF
 BH1160'TRIANGULATION STATION PIKE RESET, 19.4 M (63.6 FT) SOUTHEAST OF A
 BH1160'CHAIN-LINK FENCE, AND 2.9 M (9.5 FT) NORTHEAST OF THE SOUTHWEST CORNER
 BH1160'OF THE PAD.
 BH1160
 BH1160                          STATION RECOVERY (2006)
 BH1160
 BH1160'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 BH1160'THE STATION IS LOCATED IN ORLEANS PARISH AT FORT PIKE ON THE WEST END
 BH1160'OF THE RIGOLETTS BRIDGE 8.0 MILES SE OF SLIDELL. OWNERSHIP - LADOT
 BH1160' 
 BH1160'TO REACH THE STATION FROM THE INTERSECTION OF I-10, EXIT 263, AND
 BH1160'HIGHWAY 433 IN SLIDELL, GO 6.5 MILES SE ALONG HIGHWAY 433 TO THE
 BH1160'JUNCTION OF HIGHWAY 90, TURN RIGHT ON HIGHWAY 90 AND GO  0.95  MILES,
 BH1160'CROSSING THE RIGOLETTS BRIDGE TO THE MARK ON THE SOUTH SIDE OF HIGHWAY
 BH1160'90. THE STATION IS A BRASS DISK SET IN THE CENTER OF A RED CONCRETE
 BH1160'PAD, 114.2 FEET SE OF THE HIGHWAY 90 CENTERLINE,83.7 FEET SOUTH OF THE
 BH1160'BENCHMARK C 193, 67.3 FEET WEST OF TRIANGULATION STATION PIKE RESET,
 BH1160'9.5 FEET NE OF THE SW CORNER OF THE RED CONCRETE PAD. NOTE THE FENCE
 BH1160'MENTIONED IN THE PREVIOUS DESCRIPTIONS WAS DESTROYED DURING THE
 BH1160'KATRINA STORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2501 ***********************************************************************
 BW2501  DESIGNATION -  PILGRIM
 BW2501  PID         -  BW2501
 BW2501  STATE/COUNTY-  LA/AVOYELLES
 BW2501  USGS QUAD   -  BIG BEND (1982)
 BW2501
 BW2501                         *CURRENT SURVEY CONTROL
 BW2501  ___________________________________________________________________
 BW2501* NAD 83(1992)-  31 04 17.61004(N)    091 47 30.24806(W)     ADJUSTED  
 BW2501* NAVD 88     -        19.6    (meters)      64.     (feet)  VERTCON   
 BW2501  ___________________________________________________________________
 BW2501  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BW2501  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BW2501
 BW2501  HORZ ORDER  -  FIRST
 BW2501
 BW2501.The horizontal coordinates were established by classical geodetic methods
 BW2501.and adjusted by the National Geodetic Survey in May 1994..
 BW2501
 BW2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2501
 BW2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2501
 BW2501.The geoid height was determined by GEOID03.
 BW2501
 BW2501;                    North         East     Units Scale Factor Converg.
 BW2501;SPC LA N     -    63,594.261 1,067,592.777   MT  1.00002293   +0 22 28.1
 BW2501;SPC LA N     -   208,642.17  3,502,593.97   sFT  1.00002293   +0 22 28.1
 BW2501;UTM  15      - 3,438,159.763   615,266.043   MT  0.99976388   +0 37 25.2
 BW2501
 BW2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2501!SPC LA N     -   1.00000117  x   1.00002293  =   1.00002410
 BW2501!UTM  15      -   1.00000117  x   0.99976388  =   0.99976505
 BW2501
 BW2501|---------------------------------------------------------------------|
 BW2501| PID    Reference Object                     Distance      Geod. Az  |
 BW2501|                                                           dddmmss.s |
 BW2501| CY4466 PILGRIM RM 1                         29.148 METERS 15512     |
 BW2501| BJ5276 SIMMESPORT NEW MUN TANK             APPROX. 9.9 KM 1990434.9 |
 BW2501| BW2505 PILGRIM AZ MK                       APPROX. 0.6 KM 3294409.5 |
 BW2501| CY4467 PILGRIM RM 2                         28.773 METERS 33458     |
 BW2501|---------------------------------------------------------------------|
 BW2501
 BW2501                          SUPERSEDED SURVEY CONTROL
 BW2501
 BW2501  NAD 83(1992)-  31 04 17.60997(N)    091 47 30.24807(W) AD(       ) 1
 BW2501  NAD 83(1986)-  31 04 17.62878(N)    091 47 30.24300(W) AD(       ) 1
 BW2501  NAD 27      -  31 04 16.97596(N)    091 47 29.82159(W) AD(       ) 1
 BW2501  NGVD 29 (07/19/86)   19.6    (m)           64.     (f) VERT ANG       
 BW2501
 BW2501.Superseded values are not recommended for survey control.
 BW2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2501.See file dsdata.txt to determine how the superseded data were derived.
 BW2501
 BW2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1526638160(NAD 83)
 BW2501_MARKER: DS = TRIANGULATION STATION DISK
 BW2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2501+STABILITY: SURFACE MOTION
 BW2501
 BW2501  HISTORY     - Date     Condition        Report By
 BW2501  HISTORY     - 1977     MONUMENTED       NGS
 BW2501
 BW2501                          STATION DESCRIPTION
 BW2501
 BW2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2501'THE STATION IS ABOUT 9 MILES NORTHEAST OF HAMBURG, 6-1/2 MILES
 BW2501'NORTH OF SIMMESPORT, AND ON TOP OF THE BAYON DES GLAISES LEVEE.
 BW2501'THE LAND IS OWNED BY MR. ADAM PONTHIEW OF BIG BEND, LOUISIANA
 BW2501'71308, TELEPHONE 318 997 2243.
 BW2501'
 BW2501'TO REACH THE STATION FROM THE POST OFFICE IN HAMBURG WHICH IS
 BW2501'ABOUT 8 MILES NORTHWEST OF SIMMESPORT, GO NORTHWEST ON
 BW2501'STATE HIGHWAY 1 FOR 0.75 MILE
 BW2501'TO THE JUNCTION OF STATE HIGHWAY 451.  TURN RIGHT ON
 BW2501'HIGHWAY 451 AND GO NORTHEASTLY FOR 12.95 MILES TO A HOUSE ON
 BW2501'THE LEFT AND A WOODEN GATE ON THE RIGHT.  (CONTINUE AHEAD
 BW2501'ON HIGHWAY 451 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 BW2501'LEFT, BY A FENCE CORNER.) TURN RIGHT PASSING
 BW2501'THROUGH THE GATE FOR ABOUT 60 FEET TO THE TOP OF LEVEE.  TURN
 BW2501'LEFT ON TOP OF THE LEVEE AND GO ABOUT 50 FEET TO THE STATION
 BW2501'JUST BEFORE REACHING A CATTLE GUARD.
 BW2501'
 BW2501'STATION MARKS ARE STANDARD DISKS STAMPED---PILGRIM 1977---.
 BW2501'THE SURFACE DISK IS SET
 BW2501'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BW2501'FLUSH WITH THE GROUND SURFACE.  IT IS 61 FEET EAST-NORTHEAST OF
 BW2501'THE CENTER OF HIGHWAY 451, 51 FEET NORTH OF A WOODEN GATE AND
 BW2501'45 FEET SOUTH-SOUTHEAST OF A CATTLE GUARD.  THE UNDERGROUND
 BW2501'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BW2501'44 INCHES BELOW THE GROUND SURFACE.
 BW2501'
 BW2501'REFERENCE MARK 1, STAMPED---PILGRIM NO 1 1977---, IS A STANDARD
 BW2501'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BW2501'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET
 BW2501'EAST-NORHTHEAST OF THE CENTER OF HIGHWAY 451, AND 3 FEET
 BW2501'SOUTHWEST OF THE CENTER OF THE LEVEE.
 BW2501'
 BW2501'REFERENCE MARK 2, STAMPED---PILGRIM NO 2 1977---, IS A STANDARD
 BW2501'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BW2501'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET
 BW2501'EAST-NORTHEAST OF THE CENTER OF HIGHWAY 451, AND 50 FEET
 BW2501'NORTH-NORTHWEST OF THE CATTLE GUARD.
 BW2501'
 BW2501'AZIMUTH MARK, STAMPED---PILGRIM 1977---, IS A STANDARD DISK SET
 BW2501'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUTMENT THAT
 BW2501'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 BW2501'SOUTHWEST OF THE CENTER OF HIGHWAY 451, 40 FEET NORTHWEST OF
 BW2501'THE CENTER OF A METAL GATE AND 1.5 FEET SOUTHEAST OF A FENCE
 BW2501'CORNER AND METAL WITNESS POST.
 BW2501'
 BW2501'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 37.8 METERS.
 BW2501'REINFORCING ROD IMBEDDED IN ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2505 ***********************************************************************
 BW2505  DESIGNATION -  PILGRIM AZ MK
 BW2505  PID         -  BW2505
 BW2505  STATE/COUNTY-  LA/AVOYELLES
 BW2505  USGS QUAD   -  BIG BEND (1982)
 BW2505
 BW2505                         *CURRENT SURVEY CONTROL
 BW2505  ___________________________________________________________________
 BW2505* NAD 83(1992)-  31 04 34.78941(N)    091 47 41.89470(W)     ADJUSTED  
 BW2505* NAVD 88     -        16.7    (meters)      55.     (feet)  VERTCON   
 BW2505  ___________________________________________________________________
 BW2505  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BW2505  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BW2505
 BW2505  HORZ ORDER  -  SECOND
 BW2505
 BW2505.The horizontal coordinates were established by classical geodetic methods
 BW2505.and adjusted by the National Geodetic Survey in May 1994..
 BW2505
 BW2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2505
 BW2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2505
 BW2505.The geoid height was determined by GEOID03.
 BW2505
 BW2505;                    North         East     Units Scale Factor Converg.
 BW2505;SPC LA N     -    64,121.328 1,067,280.592   MT  1.00002171   +0 22 21.9
 BW2505;SPC LA N     -   210,371.39  3,501,569.74   sFT  1.00002171   +0 22 21.9
 BW2505;UTM  15      - 3,438,685.332   614,951.650   MT  0.99976299   +0 37 19.5
 BW2505
 BW2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2505!SPC LA N     -   1.00000162  x   1.00002171  =   1.00002333
 BW2505!UTM  15      -   1.00000162  x   0.99976299  =   0.99976461
 BW2505
 BW2505                          SUPERSEDED SURVEY CONTROL
 BW2505
 BW2505  NAD 83(1992)-  31 04 34.78933(N)    091 47 41.89471(W) AD(       ) 2
 BW2505  NAD 83(1986)-  31 04 34.80815(N)    091 47 41.88961(W) AD(       ) 2
 BW2505  NAD 27      -  31 04 34.15545(N)    091 47 41.46868(W) AD(       ) 2
 BW2505  NGVD 29 (07/19/86)   16.7    (m)           55.     (f) VERT ANG       
 BW2505
 BW2505.Superseded values are not recommended for survey control.
 BW2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2505.See file dsdata.txt to determine how the superseded data were derived.
 BW2505
 BW2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1495238685(NAD 83)
 BW2505_MARKER: DS = TRIANGULATION STATION DISK
 BW2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2505+STABILITY: SURFACE MOTION
 BW2505
 BW2505  HISTORY     - Date     Condition        Report By
 BW2505  HISTORY     - 1977     MONUMENTED       NGS
 BW2505
 BW2505                          STATION DESCRIPTION
 BW2505
 BW2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2505'STATION LOCATED ABOUT 9 MILES NORTHEAST OF HAMBURG, 7 MILES
 BW2505'NORTH OF SIMMESPORT AND ON STATE HIGHWAY RIGHT-OF-WAY.
 BW2505'
 BW2505'TO REACH THE STATION FROM THE POST OFFICE IN HAMBURG WHICH IS
 BW2505'ABOUT 8 MILES NORTHWEST OF SIMMESPORT, GO NORTHWEST ON STATE
 BW2505'HIGHWAY 1 FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAY 451.
 BW2505'TURN RIGHT ON HIGHWAY 451 AND GO NORTHEASTLY FOR 13.35 MILES
 BW2505'TO THE STATION ON THE LEFT BY A FENCE CORNER.
 BW2505'
 BW2505'STATION MARK, A STANDARD AZIMUTH MARK DISK
 BW2505'STAMPED---PILGRIM 1977---,
 BW2505'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BW2505'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 BW2505'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 451, 40 FEET
 BW2505'NORTHWEST OF THE CENTER OF A METAL GATE AND 1.5 FEET SOUTHEAST
 BW2505'OF A FENCE CORNER AND A METAL WITNESS POST.
 BW2505'
 BW2505'AN ELECTRONIC TRAVERSE WAS MADE TO TRIANGULATION STATION
 BW2505'PILGRIM, THE DISTANCE BEING 612.568 METERS.
 BW2505'
 BW2505'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.3 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4135 ***********************************************************************
 BJ4135  DESIGNATION -  PINE
 BJ4135  PID         -  BJ4135
 BJ4135  STATE/COUNTY-  LA/WASHINGTON
 BJ4135  USGS QUAD   -  PINE (1983)
 BJ4135
 BJ4135                         *CURRENT SURVEY CONTROL
 BJ4135  ___________________________________________________________________
 BJ4135* NAD 83(1992)-  30 54 21.84441(N)    090 00 47.77096(W)     ADJUSTED  
 BJ4135* NAVD 88     -       106.09   (+/-2cm)     348.1    (feet)  VERTCON   
 BJ4135  ___________________________________________________________________
 BJ4135  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BJ4135  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BJ4135
 BJ4135  HORZ ORDER  -  FIRST
 BJ4135  VERT ORDER  -  THIRD ? (See Below)
 BJ4135
 BJ4135.The horizontal coordinates were established by classical geodetic methods
 BJ4135.and adjusted by the National Geodetic Survey in May 1994..
 BJ4135
 BJ4135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4135.The vertical order pertains to the NGVD 29 superseded value.
 BJ4135
 BJ4135.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4135
 BJ4135.The geoid height was determined by GEOID03.
 BJ4135
 BJ4135;                    North         East     Units Scale Factor Converg.
 BJ4135;SPC LA S     -   267,436.830 1,126,198.668   MT  1.00005032   +0 39 36.2
 BJ4135;SPC LA S     -   877,415.67  3,694,870.13   sFT  1.00005032   +0 39 36.2
 BJ4135;SPC MS W     -   155,907.021   730,595.907   MT  0.99996154   +0 09 51.8
 BJ4135;SPC MS W     -   511,504.95  2,396,963.40   sFT  0.99996154   +0 09 51.8
 BJ4135;UTM  15      - 3,423,015.858   785,471.998   MT  1.00060539   +1 32 06.4
 BJ4135;UTM  16      - 3,423,084.170   211,990.254   MT  1.00062335   -1 32 55.6
 BJ4135
 BJ4135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4135!SPC LA S     -   0.99998768  x   1.00005032  =   1.00003800
 BJ4135!SPC MS W     -   0.99998768  x   0.99996154  =   0.99994922
 BJ4135!UTM  15      -   0.99998768  x   1.00060539  =   1.00059306
 BJ4135!UTM  16      -   0.99998768  x   1.00062335  =   1.00061102
 BJ4135
 BJ4135:                Primary Azimuth Mark                     Grid Az
 BJ4135:SPC LA S     -  PINE S CEN BELL MICROWAVE                002 34 38.4
 BJ4135:SPC MS W     -  PINE S CEN BELL MICROWAVE                003 04 22.8
 BJ4135:UTM  15      -  PINE S CEN BELL MICROWAVE                001 42 08.2
 BJ4135:UTM  16      -  PINE S CEN BELL MICROWAVE                004 47 10.2
 BJ4135
 BJ4135|---------------------------------------------------------------------|
 BJ4135| PID    Reference Object                     Distance      Geod. Az  |
 BJ4135|                                                           dddmmss.s |
 BJ4135| BJ4138 PINE S CEN BELL MICROWAVE           APPROX. 1.6 KM 0031414.6 |
 BJ4135| CW2192 PINE RM 1                            31.745 METERS 01554     |
 BJ4135| CW2194 PINE RM 3                            29.976 METERS 02416     |
 BJ4135| CW2193 PINE RM 2                            33.415 METERS 13007     |
 BJ4135| CW2195 PINE RM 4                            40.503 METERS 13113     |
 BJ4135| BH2972 SHERIDAN LOT                        APPROX. 6.5 KM 1442538.6 |
 BJ4135| CW2191 PINE AZ MK                                         1480352.3 |
 BJ4135| BJ4137 NEW ORLEANS ST LOUIS AWY BCN 6      APPROX. 5.1 KM 2663537.2 |
 BJ4135| CS7233 PINE RM 5                            26.175 METERS 34121     |
 BJ4135| BJ4136 TT 12 TX USGS 1939                  167.370 METERS 35017     |
 BJ4135| BJ5338 PINE AZ MK 2                        421.293 METERS 3565204.5 |
 BJ4135|---------------------------------------------------------------------|
 BJ4135
 BJ4135                          SUPERSEDED SURVEY CONTROL
 BJ4135
 BJ4135  NAD 83(1992)-  30 54 21.85265(N)    090 00 47.76816(W) AD(       ) 1
 BJ4135  NAD 83(1986)-  30 54 21.85878(N)    090 00 47.76771(W) AD(       ) 1
 BJ4135  NAD 27      -  30 54 21.19791(N)    090 00 47.47277(W) AD(       ) 1
 BJ4135  NGVD 29 (07/19/86)  106.17   (m)          348.3    (f) LEVELING    3  
 BJ4135
 BJ4135.Superseded values are not recommended for survey control.
 BJ4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4135.See file dsdata.txt to determine how the superseded data were derived.
 BJ4135
 BJ4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8547223016(NAD 83)
 BJ4135_MARKER: DS = TRIANGULATION STATION DISK
 BJ4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4135
 BJ4135  HISTORY     - Date     Condition        Report By
 BJ4135  HISTORY     - 1939     MONUMENTED       CGS
 BJ4135  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BJ4135  HISTORY     - 1966     GOOD             CGS
 BJ4135  HISTORY     - 1970     GOOD             NGS
 BJ4135
 BJ4135                          STATION DESCRIPTION
 BJ4135
 BJ4135'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4135'THE STATION IS LOCATED 0.1 MILE S OF THE MAIN CROSSROADS OF THE
 BJ4135'VILLAGE OF PINE, IN THE NE 1/4 OF SEC. 5, T 2 S, R 12 E, AT THE
 BJ4135'N EDGE OF THE WOODS OF SMALL PINES ON LAND OWNED BY J.A.
 BJ4135'CRAIN, 35 FEET W OF THE CENTER LINE OF A N AND S ROAD, 15
 BJ4135'FEET W OF A FENCE, AND 39 FEET S OF AN E AND W FENCE.  THE
 BJ4135'MARK PROJECTS 2 INCHES ABOVE GROUND AND IS
 BJ4135'STAMPED PINE 1939.
 BJ4135'
 BJ4135'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4135'BRONZE DISKS SET IN CONCRETE.
 BJ4135'
 BJ4135'REFERENCE MARK NO. 1 IS 104.15 FEET, (31.745 METERS), NNE OF
 BJ4135'THE STATION IN A N AND S FENCE LINE, 21 FEET E OF THE CENTER
 BJ4135'LINE OF THE ROAD, AND 12 FEET S OF A HIGHLINE POLE.  THE MARK
 BJ4135'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED PINE
 BJ4135'NO. 1 1939.  REFERENCE MARK NO. 2 IS 109.63 FEET, (33.415
 BJ4135'METERS), SE OF THE STATION, IN A N AND S FENCE LINE, AND 21
 BJ4135'FEET E OF THE CENTER LINE OF THE ROAD.  THE MARK
 BJ4135'PROJECTS 6 INCHES AND IS STAMPED PINE NO. 2 1939.
 BJ4135'
 BJ4135'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 BJ4135'IS 179.56 FEET
 BJ4135'
 BJ4135'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SE OF THE STATION,
 BJ4135'22 FEET W OF THE CENTER LINE OF THE ROAD, AND 37 FEET S OF
 BJ4135'A SE FENCE CORNER.  THE MARK PROJECTS 6 INCHES
 BJ4135'ABOVE GROUND AND IS STAMPED PINE 1939.
 BJ4135'
 BJ4135'B.M.-TT 12 TX-1938 (USGS) IS 549.11 FEET, (167.37 METERS),
 BJ4135'NNW OF THE STATION, 1 FOOT E OF THE N AND S FENCE LINE, 85
 BJ4135'FEET S OF THE CENTER LINE OF THE E AND W ROAD, AND 38-1/2
 BJ4135'FEET W OF THE CENTER LINE OF A N AND S ROAD.  THE MARK IS AN
 BJ4135'8- BY 8-INCH CONCRETE POST, PROJECTING 2 INCHES ABOVE GROUND,
 BJ4135'WITH A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN ITS TOP.
 BJ4135'NOTE--A POSITION OF THIS MARK WAS COMPUTED FROM A TRAVERSE
 BJ4135'IN WHICH CAREFUL MEASUREMENTS WERE TAKEN WITH AN ORDINARY
 BJ4135'300-FOOT TAPE.  THE DISTANCE FROM REFERENCE MARK NO. 1 TO
 BJ4135'B.M.-TT 12 TX-1938 (USGS) IS 457.42 FEET.
 BJ4135'
 BJ4135'TO REACH THE STATION FROM FRANKLINTON, DRIVE E ON A GRAVEL
 BJ4135'ROAD ONE BLOCK N OF THE RAILROAD STATION FOR 9.8 MILES TO
 BJ4135'CROSSROADS IN PINE, THEN GO S FOR 0.1 MILE TO THE STATION
 BJ4135'ON THE RIGHT, (W) SIDE OF THE ROAD.
 BJ4135'
 BJ4135'TO REACH FROM THE STATION, DRIVE S 0.25 MILE TO THE MARK AT
 BJ4135'THE RIGHT (W) SIDE OF THE ROAD.
 BJ4135'
 BJ4135'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4135
 BJ4135                          STATION RECOVERY (1954)
 BJ4135
 BJ4135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4135'THE STATION WAS VISITED, AND THE SURFACE MARK WAS FOUND WITH
 BJ4135'ONE SIDE OF THE MARK CHIPPED OFF, BUT THE MARK WAS SOLID AND
 BJ4135'IN ITS ORIGINAL POSITION.  THE MARK WAS REENFORCED WITH
 BJ4135'CONCRETE.  THE AZIMUTH MARK WAS FOUND DESTROYED, AND THE DISK
 BJ4135'WAS RECLAIMED.  REFERENCE MARKS 1 AND 2 WERE FOUND UPROOTED
 BJ4135'AND LYING ON THE TOP OF THE GROUND.  THESE MARKS WERE STAMPED
 BJ4135'3 AND 4 RESPECTIVELY AND RESET.  A NEW AZIMUTH MARK WAS NOT
 BJ4135'SET.  THE U.S.G.S. BENCH MARK WAS NOT LOCATED AT THIS DATE.
 BJ4135'AFTER A COMPLETE SEARCH, IT WAS DISCOVERED THAT THE MARK WAS
 BJ4135'DESTROYED WHEN THE HIGHWAY WAS WIDENED.  A COMPLETE NEW
 BJ4135'DESCRIPTION FOLLOWS--
 BJ4135'
 BJ4135'THE STATION IS LOCATED 0.1 MI. S OF THE CROSSROADS OF PINES,
 BJ4135'IN THE NW CORNER OF WOOD LOT AND JUST S OF A LOT USED BY THE
 BJ4135'STATE HIGHWAY DEPARTMENT, 35 FT. W OF THE CENTERLINE OF STATE
 BJ4135'HIGHWAY 754, 37 FT. S OF A FENCE CORNER, AND 4.6 FT. W OF
 BJ4135'A N-S FENCE LINE.  IT IS A STANDARD DISK, STAMPED PINE 1939
 BJ4135'AND PROJECTING 4 IN.
 BJ4135'
 BJ4135'REFERENCE MARK 3 IS 98.20 FT. N-NE OF THE STATION, 29 FT. E
 BJ4135'OF THE CENTERLINE OF STATE HIGHWAY 754, AND 1 FT. W OF A N-S
 BJ4135'FENCE LINE.  IT IS A STANDARD DISK, STAMPED PINE NO 3 1939 AND
 BJ4135'PROJECTING 10 IN.
 BJ4135'
 BJ4135'REFERENCE MARK 4 IS 132.77 FT. SE OF THE STATION, 29 FT. W
 BJ4135'OF THE CENTERLINE OF THE ROAD, AND 1 FT. W OF A FENCE LINE.  IT
 BJ4135'IS A STANDARD DISK, STAMPED PINE NO 4 1939 AND PROJECTING 10 IN.
 BJ4135'
 BJ4135'TO REACH THE STATION FROM THE FRANKLINTON RAILROAD STATION,
 BJ4135'GO E ON STATE ROAD 469 FOR 9.8 MI. TO THE PINE CROSSROAD,
 BJ4135'TURN RIGHT AND GO 0.1 MI. TO THE STATION.
 BJ4135
 BJ4135                          STATION RECOVERY (1966)
 BJ4135
 BJ4135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4135'STATION MARK, AND REFERENCE MARKS NO. 3 AND 4 WERE RECOVERED AS
 BJ4135'DESCRIBED IN 1954 AND ARE IN GOOD CONDITION.  A CHECK WAS MADE OF
 BJ4135'THE DISTANCE AND DIRECTION TO THE MARKS AND A DIFFERENCE FOUND IN
 BJ4135'THE DISTANCE TO BOTH MARKS.  NO DATA AVAILABLE TO CHECK THE
 BJ4135'DIRECTIONS.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE LOCATION OF
 BJ4135'THE STATION IS ADEQUATELY DESCRIBED.  HOWEVER A NEW TO REACH
 BJ4135'DESCRIPTION FOLLOWS--
 BJ4135'
 BJ4135'TO REACH FROM THE COURTHOUSE IN FRANKLINTON, GO EAST AND NORTHEAST ON
 BJ4135'STATE HIGHWAY NO. 10 FOR 9.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 BJ4135'NO. 62.  TURN LEFT AND GO NORTH ON STATE HIGHWAY NO. 62 FOR 2.7
 BJ4135'MILES TO THE STATION ON LEFT (WEST) SIDE OF HIGHWAY.  CONTINUE NORTH
 BJ4135'ON STATE HIGHWAY NO. 62 FOR 0.15 MILE TO THE JUNCTION OF STATE
 BJ4135'HIGHWAY NO. 436, CONTINUE NORTH ON STATE HIGHWAY NO. 62 FOR 0.1
 BJ4135'MILE TO THE AZIMUTH MARK ON LEFT (WEST) SIDE OF HIGHWAY.
 BJ4135'
 BJ4135'AZIMUTH MARK IS 39 FEET WEST OF THE CENTERLINE OF HIGHWAY, 36-1/2
 BJ4135'FEET NORTHWEST OF A UTILITY POLE NO. 1421, 34 FEET NORTH OF FENCELINE
 BJ4135'CORNER POST, 185 FEET SOUTH-SOUTHEAST OF A STEEL WITNESS POST
 BJ4135'WITH A METAL SIGN AND 1 FOOT EAST OF A FENCELINE.  IT IS MARKED BY
 BJ4135'A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE
 BJ4135'CYLINDER MONUMENT THAT IS FLUSH WITH THE GROUND.  THE DISK IS
 BJ4135'STAMPED PINE 1939 AZI 2 1966.
 BJ4135'
 BJ4135'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4135'
 BJ4135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 BJ4135'NORTHEAST OF FRANKLINTON.
 BJ4135
 BJ4135                          STATION RECOVERY (1970)
 BJ4135
 BJ4135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4135'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 BJ4135'CONDITION AND AS PREVIOUSLY DESCRIBED IN 1954.  THE AZIMUTH MARK WAS
 BJ4135'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN 1966.
 BJ4135'THE DISTANCES AND DIRECTIONS TO ALL THE MARKS COMPARED FAVORABLY
 BJ4135'WITH THE PREVIOUS DATA.
 BJ4135'
 BJ4135'THE 1966 DESCRIPTION TO REACH THE STATION AND THE AZIMUTH MARK IS
 BJ4135'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2992 ***********************************************************************
 BK2992  DESIGNATION -  PINE
 BK2992  PID         -  BK2992
 BK2992  STATE/COUNTY-  LA/ALLEN
 BK2992  USGS QUAD   -  PINE CHAPEL (1993)
 BK2992
 BK2992                         *CURRENT SURVEY CONTROL
 BK2992  ___________________________________________________________________
 BK2992* NAD 83(1992)-  30 43 38.96814(N)    092 50 39.09439(W)     ADJUSTED  
 BK2992* NAVD 88     -        27.5    (meters)      90.     (feet)  VERTCON   
 BK2992  ___________________________________________________________________
 BK2992  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BK2992  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK2992
 BK2992  HORZ ORDER  -  FIRST
 BK2992
 BK2992.The horizontal coordinates were established by classical geodetic methods
 BK2992.and adjusted by the National Geodetic Survey in January 1993..
 BK2992
 BK2992.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2992
 BK2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2992
 BK2992.The geoid height was determined by GEOID03.
 BK2992
 BK2992;                    North         East     Units Scale Factor Converg.
 BK2992;SPC LA S     -   247,865.176   855,301.107   MT  1.00000596   -0 45 19.6
 BK2992;SPC LA S     -   813,204.33  2,806,100.38   sFT  1.00000596   -0 45 19.6
 BK2992;UTM  15      - 3,399,412.108   514,916.430   MT  0.99960274   +0 04 46.6
 BK2992
 BK2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2992!SPC LA S     -   0.99999994  x   1.00000596  =   1.00000590
 BK2992!UTM  15      -   0.99999994  x   0.99960274  =   0.99960268
 BK2992
 BK2992|---------------------------------------------------------------------|
 BK2992| PID    Reference Object                     Distance      Geod. Az  |
 BK2992|                                                           dddmmss.s |
 BK2992| CW2198 PINE RM 2                            27.778 METERS 01058     |
 BK2992| CW2197 PINE RM 1                            25.715 METERS 11931     |
 BK2992| BK2997 OBERLIN MUNICIPAL TANK              APPROX.14.2 KM 1464907.4 |
 BK2992| CW2196 PINE AZ MK                                         3582407.4 |
 BK2992|---------------------------------------------------------------------|
 BK2992
 BK2992                          SUPERSEDED SURVEY CONTROL
 BK2992
 BK2992  NAD 83(1986)-  30 43 38.98768(N)    092 50 39.08747(W) AD(       ) 1
 BK2992  NAD 27      -  30 43 38.28213(N)    092 50 38.54737(W) AD(       ) 1
 BK2992  NGVD 29 (07/19/86)   27.5    (m)           90.     (f) VERT ANG       
 BK2992
 BK2992.Superseded values are not recommended for survey control.
 BK2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2992.See file dsdata.txt to determine how the superseded data were derived.
 BK2992
 BK2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1491699412(NAD 83)
 BK2992_MARKER: DS = TRIANGULATION STATION DISK
 BK2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2992
 BK2992  HISTORY     - Date     Condition        Report By
 BK2992  HISTORY     - 1965     MONUMENTED       CGS
 BK2992
 BK2992                          STATION DESCRIPTION
 BK2992
 BK2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK2992'STATION IS LOCATED ABOUT 11 MILES SOUTH OF ELIZABETH, ABOUT 9
 BK2992'MILES NORTHWEST OF OBERLIN AND ABOUT 4 MILES NORTHEAST OF THE
 BK2992'SETTLEMENT OF MITTIE.  IN WARD 4 OF THE WEST BAY WILDLIFE
 BK2992'MANAGEMENT AREA, IN THE NE 1/4 OF SEC. 11, T 4 S., R 5
 BK2992'W. AND ON LAND OWNED BY THE INDUSTRIAL LUMBER COMPANY.  THE
 BK2992'STATION MARK IS 85 FEET SOUTHEAST OF THE JUNCTION OF SAND ROADS,
 BK2992'70 FEET SOUTH OF THE APPROXIMATE CENTER OF SAND ROAD, 53 FEET
 BK2992'WEST OF A 12 INCH PINE TREE WITH TRIANGLE BLAZE, 38-1/2
 BK2992'FEET EAST OF THE APPROXIMATE CENTER OF SAND ROAD AND 6.3
 BK2992'FEET SOUTH SOUTHEAST OF METAL WITNESS POST WITH SIGN
 BK2992'ATTACHED.  STATION IS MARKED BY A STANDARD TRIANGULATION
 BK2992'STATION DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER
 BK2992'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BK2992'GROUND.  THE DISK IS STAMPED PINE 1965.
 BK2992'
 BK2992'TO REACH FROM THE POST OFFICE IN THE SETTLEMENT OF MITTIE,
 BK2992'GO SOUTHEAST ON STATE HIGHWAY 26 FOR 3 MILES TO CROSS ROAD
 BK2992'AND JUNCTION OF PARISH ROUTE 4-01.  TURN LEFT AND GO NORTH
 BK2992'ON PARISH ROUTE 4-01 FOR 0.65 MILE TO CROSS ROAD.  TURN RIGHT
 BK2992'AND GO NORTHEAST AND NORTH ON MAIN TRAVELED ROAD FOR 3 MILES
 BK2992'TO A CROSS ROAD AND STATION ON THE RIGHT IN THE SOUTHEAST
 BK2992'ANGLE OF CROSS ROADS.  CONTINUE NORTH FOR 0.35 MILE TO AZIMUTH
 BK2992'MARK ON THE LEFT (WEST) SIDE OF ROAD.
 BK2992'
 BK2992'AZIMUTH MARK, IS 32-1/2 FEET WEST OF THE APPROXIMATE
 BK2992'CENTER OF SAND ROAD AND 2.85 FEET SOUTHEAST OF METAL WITNESS
 BK2992'POST WITH SIGN ATTACHED.  IT IS MARKED BY A STANDARD AZIMUTH
 BK2992'MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER
 BK2992'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 BK2992'GROUND.  THE DISK IS STAMPED PINE 1965.
 BK2992'
 BK2992'REFERENCE MARK NO. 2, IS 55-1/2 FEET NORTHEAST OF THE
 BK2992'APPROXIMATE CENTER OF SAND ROAD, 52 FEET SOUTHWEST OF A 14 INCH
 BK2992'PINE TREE AND 22 FEET NORTH OF THE APPROXIMATE CENTER OF SAND
 BK2992'ROAD.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK SET IN
 BK2992'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 BK2992'6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BK2992'PINE NO 2 1965.
 BK2992'
 BK2992'REFERENCE MARK NO. 1, IS 96 FEET SOUTH OF THE APPROXIMATE
 BK2992'CENTER OF SAND ROAD AND 44-1/2 FEET SOUTHEAST OF A 12
 BK2992'INCH PINE TREE WITH TRIANGLE BLAZE.  IT IS MARKED BY A STANDARD
 BK2992'REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE
 BK2992'CYLINDER MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE
 BK2992'OF THE GROUND.  THE DISK IS STAMPED PINE NO 1 1965.
 BK2992'
 BK2992'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 34.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2645 ***********************************************************************
 CQ2645  DESIGNATION -  PINE
 CQ2645  PID         -  CQ2645
 CQ2645  STATE/COUNTY-  LA/MOREHOUSE
 CQ2645  USGS QUAD   -  HARRELL LAKE (1988)
 CQ2645
 CQ2645                         *CURRENT SURVEY CONTROL
 CQ2645  ___________________________________________________________________
 CQ2645* NAD 83(1992)-  32 46 03.20898(N)    092 00 54.12452(W)     ADJUSTED  
 CQ2645* NAVD 88     -        24.70   (+/-2cm)      81.0    (feet)  VERTCON   
 CQ2645  ___________________________________________________________________
 CQ2645  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CQ2645  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2645
 CQ2645  HORZ ORDER  -  THIRD
 CQ2645  VERT ORDER  -  THIRD ? (See Below)
 CQ2645
 CQ2645.The horizontal coordinates were established by classical geodetic methods
 CQ2645.and adjusted by the National Geodetic Survey in September 1999..
 CQ2645
 CQ2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2645.The vertical order pertains to the NGVD 29 superseded value.
 CQ2645
 CQ2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2645
 CQ2645.The geoid height was determined by GEOID03.
 CQ2645
 CQ2645;                    North         East     Units Scale Factor Converg.
 CQ2645;SPC LA N     -   251,527.528 1,045,441.007   MT  1.00002456   +0 15 23.0
 CQ2645;SPC LA N     -   825,219.90  3,429,917.70   sFT  1.00002456   +0 15 23.0
 CQ2645;UTM  15      - 3,625,948.089   592,253.769   MT  0.99970494   +0 31 59.3
 CQ2645
 CQ2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2645!SPC LA N     -   1.00000019  x   1.00002456  =   1.00002475
 CQ2645!UTM  15      -   1.00000019  x   0.99970494  =   0.99970513
 CQ2645
 CQ2645:                Primary Azimuth Mark                     Grid Az
 CQ2645:SPC LA N     -  PINE AZ MK                               129 02 05.0
 CQ2645:UTM  15      -  PINE AZ MK                               128 45 28.7
 CQ2645
 CQ2645|---------------------------------------------------------------------|
 CQ2645| PID    Reference Object                     Distance      Geod. Az  |
 CQ2645|                                                           dddmmss.s |
 CQ2645| CY4468 PINE AZ MK                                         1291728.0 |
 CQ2645| CY4469 PINE RM 1                            24.488 METERS 23204     |
 CQ2645| CY4470 PINE RM 2                            26.102 METERS 34245     |
 CQ2645|---------------------------------------------------------------------|
 CQ2645
 CQ2645                          SUPERSEDED SURVEY CONTROL
 CQ2645
 CQ2645  NAD 83(1992)-  32 46 03.21085(N)    092 00 54.12595(W) AD(       ) 3
 CQ2645  NAD 83(1986)-  32 46 03.22162(N)    092 00 54.11779(W) AD(       ) 3
 CQ2645  NAD 27      -  32 46 02.73400(N)    092 00 53.64900(W) AD(       ) 3
 CQ2645  NGVD 29 (07/19/86)   24.78   (m)           81.3    (f) LEVELING    3  
 CQ2645
 CQ2645.Superseded values are not recommended for survey control.
 CQ2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2645.See file dsdata.txt to determine how the superseded data were derived.
 CQ2645
 CQ2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9225425948(NAD 83)
 CQ2645_MARKER: DS = TRIANGULATION STATION DISK
 CQ2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2645
 CQ2645  HISTORY     - Date     Condition        Report By
 CQ2645  HISTORY     - 1952     MONUMENTED       CGS
 CQ2645  HISTORY     - 19750515 GOOD             USGS
 CQ2645  HISTORY     - 19821201 MARK NOT FOUND   USGS
 CQ2645
 CQ2645                          STATION DESCRIPTION
 CQ2645
 CQ2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2645'THE STATION IS IN SECTION 36 R 4 E.  T 20 N, IN THE LOW FLAT
 CQ2645'RIVER BOTTOM LAND BETWEEN THE OUACHITA RIVER AND BARTHOLOMEW
 CQ2645'BAYOU, 5.5 MILES WEST OF BASTROP, 2.5 MILES EAST OF THE OUACHITA
 CQ2645'RIVER, 45 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 CQ2645'28 FEET WEST OF A 48-INCH OAK TREE AND 8 FEET NORTHWEST OF A
 CQ2645'WHITE 4 IN X 4 IN WITNESS POST.
 CQ2645'
 CQ2645'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 CQ2645'IN BASTROP, GO WEST ON U.S. HIGHWAY 165 FOR 2 MILES TO WHERE U.S.
 CQ2645'HIGHWAY 165 MAKES A SHARP CURVE TO THE LEFT AND A GRAVELED
 CQ2645'ROAD CONTINUES STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON THE
 CQ2645'GRAVELED ROAD (STATE HIGHWAY C-1488) FOR 3.6 MILES TO A SIDE ROAD ON
 CQ2645'THE RIGHT, TURN RIGHT (WEST) AND GO FOR 0.3 MILE TO THE
 CQ2645'STATION ON THE RIGHT AS DESCRIBED ABOVE.
 CQ2645'
 CQ2645'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 CQ2645'GRAVELED ROAD FOR 0.3 MILE TO A T-JUNCTION, TURN RIGHT (WEST)
 CQ2645'AND GO FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 CQ2645'BELOW.
 CQ2645'
 CQ2645'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ2645'PINE 1952.
 CQ2645'
 CQ2645'REFERENCE MARK 1 IS 45 FEET SOUTHWEST OF THE CENTER OF THE
 CQ2645'GRAVELED ROAD, 25 FEET SOUTHEAST OF THE CENTER OF A TRACK
 CQ2645'ROAD, 13 FEET SOUTHEAST OF A FENCE CORNER, 3 FEET WEST OF A
 CQ2645'TELEPHONE POLE AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE
 CQ2645'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PINE NO 1 1952.
 CQ2645'
 CQ2645'REFERENCE MARK 2 IS 60 FEET SOUTHEAST OF THE CENTER OF THE
 CQ2645'TRACK ROAD.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 CQ2645'PINE NO 2 1952.
 CQ2645'
 CQ2645'THE AZIMUTH MARK IS ABOUT 150 FEET SOUTHEAST OF A SMALL HOUSE,
 CQ2645'28 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 3.5 FEET SOUTH
 CQ2645'OF A WHITE 4 IN X 4 IN WITNESS POST AND 2 FEET WEST OF A WIRE
 CQ2645'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2645'PINE 1952.
 CQ2645'
 CQ2645'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ2645
 CQ2645                          STATION RECOVERY (1975)
 CQ2645
 CQ2645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DLH)
 CQ2645'RECOVERED IN GOOD CONDITION.
 CQ2645
 CQ2645                          STATION RECOVERY (1982)
 CQ2645
 CQ2645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JTF)
 CQ2645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2744 ***********************************************************************
 CQ2744  DESIGNATION -  PINE
 CQ2744  PID         -  CQ2744
 CQ2744  STATE/COUNTY-  LA/OUACHITA
 CQ2744  USGS QUAD   -  LUNA (1982)
 CQ2744
 CQ2744                         *CURRENT SURVEY CONTROL
 CQ2744  ___________________________________________________________________
 CQ2744* NAD 83(1992)-  32 20 37.01421(N)    092 13 17.77952(W)     ADJUSTED  
 CQ2744* NAVD 88     -        34.7    (meters)     114.     (feet)  VERTCON   
 CQ2744  ___________________________________________________________________
 CQ2744  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CQ2744  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2744
 CQ2744  HORZ ORDER  -  SECOND
 CQ2744
 CQ2744.The horizontal coordinates were established by classical geodetic methods
 CQ2744.and adjusted by the National Geodetic Survey in January 1993..
 CQ2744
 CQ2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2744
 CQ2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2744
 CQ2744.The geoid height was determined by GEOID03.
 CQ2744
 CQ2744;                    North         East     Units Scale Factor Converg.
 CQ2744;SPC LA N     -   204,446.680 1,026,206.257   MT  0.99994228   +0 08 49.9
 CQ2744;SPC LA N     -   670,755.48  3,366,811.69   sFT  0.99994228   +0 08 49.9
 CQ2744;UTM  15      - 3,578,790.069   573,248.979   MT  0.99966616   +0 24 59.2
 CQ2744
 CQ2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2744!SPC LA N     -   0.99999861  x   0.99994228  =   0.99994089
 CQ2744!UTM  15      -   0.99999861  x   0.99966616  =   0.99966477
 CQ2744
 CQ2744:                Primary Azimuth Mark                     Grid Az
 CQ2744:SPC LA N     -  PINE AZ MK                               037 30 17.0
 CQ2744:UTM  15      -  PINE AZ MK                               037 14 07.7
 CQ2744
 CQ2744|---------------------------------------------------------------------|
 CQ2744| PID    Reference Object                     Distance      Geod. Az  |
 CQ2744|                                                           dddmmss.s |
 CQ2744| CY4474 PINE AZ MK                                         0373906.9 |
 CQ2744| CQ2743 PINE LADH RM 1 1971                   8.584 METERS 13544     |
 CQ2744| CY4475 PINE AZ MK 2                                       1851100.2 |
 CQ2744| CY4476 PINE RM 2                            13.714 METERS 28756     |
 CQ2744|---------------------------------------------------------------------|
 CQ2744
 CQ2744                          SUPERSEDED SURVEY CONTROL
 CQ2744
 CQ2744  NAD 83(1986)-  32 20 37.02802(N)    092 13 17.77137(W) AD(       ) 2
 CQ2744  NAD 27      -  32 20 36.48744(N)    092 13 17.27351(W) AD(       ) 2
 CQ2744  NGVD 29 (07/19/86)   34.7    (m)          114.     (f) VERT ANG       
 CQ2744
 CQ2744.Superseded values are not recommended for survey control.
 CQ2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2744.See file dsdata.txt to determine how the superseded data were derived.
 CQ2744
 CQ2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7324978790(NAD 83)
 CQ2744_MARKER: DD = SURVEY DISK
 CQ2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2744
 CQ2744  HISTORY     - Date     Condition        Report By
 CQ2744  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2744
 CQ2744                          STATION DESCRIPTION
 CQ2744
 CQ2744'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2744'THE STATION IS LOCATED 13 MILES SOUTHWEST OF WEST MONROE, 12 MILES
 CQ2744'SOUTHEAST OF EROS, AND 13 MILES NORTHEAST OF CHATHAM, IN THE
 CQ2744'NORTHWEST 1/4 OF SECTION 25, T16N, R2E, AND ON THE PROPERTY
 CQ2744'OWNED BY F. J. BAMBURG, ADDRESS ROUTE 3, BOX 242, WEST MONROE,
 CQ2744'TELEPHONE FA 5-3003.
 CQ2744'
 CQ2744'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 20 AND
 CQ2744'STATE HIGHWAY 617 (THOMAS ROAD) IN WEST MONROE, DRIVE SOUTH ALONG
 CQ2744'STATE HIGHWAY 617 FOR 1.4 MILES TO THE INTERSECTION WITH STATE
 CQ2744'HIGHWAY 34, GO SOUTHWEST ALONG STATE HIGHWAY 34 FOR 5.8 MILES
 CQ2744'TO THE INTERSECTION WITH STATE HIGHWAY 557, TURN LEFT ON STATE
 CQ2744'HIGHWAY 557 AND GO 5.4 MILES TO BAMBURGS GROCERY STORE ON THE
 CQ2744'RIGHT OF THE HIGHWAY.  THE STATION IS SET TO THE SOUTH OF THE
 CQ2744'STORE.
 CQ2744'
 CQ2744'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHEAST ALONG
 CQ2744'STATE HIGHWAY 557 FOR 0.2 MILE TO THE MARK WHICH IS SET ON THE LEFT
 CQ2744'AND NORTHWEST OF THE HIGHWAY NEAR THE PINE CREST SCHOOL.
 CQ2744'
 CQ2744'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTH ALONG STATE
 CQ2744'HIGHWAY 557 FOR 0.15 MILE TO THE MARK WHICH IS SET ON THE LEFT
 CQ2744'AND EAST OF THE HIGHWAY NEAR A POWER POLE.
 CQ2744'
 CQ2744'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2744'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2744'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2744'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2744'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2744'SURFACE.  THEY ARE STAMPED PINE 1971.  THE MARK IS 72 FEET SOUTH
 CQ2744'OF THE SOUTHEAST CORNER OF BAMBURGS GROCERY STORE, 59 FEET
 CQ2744'WEST OF THE CENTER OF STATE HIGHWAY 557, 25 FEET NORTHWEST OF
 CQ2744'A GAS METER, 5 FEET EAST-NORTHEAST OF A 12 INCH HICKORY TREE, AND
 CQ2744'4 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ2744'
 CQ2744'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2744'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2744'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2744'GROUND.  IT IS STAMPED PINE R.M. 1, 1971.  IT IS 33
 CQ2744'FEET WEST OF THE CENTER OF STATE HIGHWAY 557, 25 FEET SOUTHWEST
 CQ2744'OF THE SOUTH END OF A METAL CULVERT, 16 FEET EAST-NORTHEAST OF
 CQ2744'A 12 INCH PINE TREE, AND 4 FEET EAST OF A GAS METER.
 CQ2744'
 CQ2744'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2744'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2744'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2744'GROUND.  IT IS STAMPED PINE R.M. 2, 1971.  IT IS 106 FEET WEST
 CQ2744'OF THE CENTER OF STATE HIGHWAY 557, 45 FEET EAST-NORTHEAST OF
 CQ2744'A 6 INCH BAY TREE, 41 FEET WEST OF A HICKORY TREE, AND 7 FEET
 CQ2744'SOUTHEAST OF A 14 INCH LIVE OAK TREE.
 CQ2744'
 CQ2744'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2744'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2744'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2744'GROUND.  IT IS STAMPED PINE AZ.MK. 1971.  IT IS 91 FEET
 CQ2744'NORTHWEST OF THE CENTER OF STATE HIGHWAY 557, 66 FEET
 CQ2744'SOUTH-SOUTHEAST OF THE CENTER OF A DRIVE TO THE PINE CREST
 CQ2744'SCHOOL, 59 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN,
 CQ2744'43 FEET SOUTHWEST OF A 26 INCH PINE TREE, AND 23 FEET NORTHEAST
 CQ2744'OF A 28 INCH PINE TREE.
 CQ2744'
 CQ2744'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ2744'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2744'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2744'IS STAMPED PINE AZ.MK. 2 1971.  IT IS 42 FEET NORTH OF A POWER
 CQ2744'PILE, 33 FEET EAST OF THE CENTER OF STATE HIGHWAY 557, 24 FEET
 CQ2744'WEST OF A 6 INCH OAK TREE, AND 2 FEET EAST OF A METAL WITNESS
 CQ2744'POST AND SIGN.
 CQ2744'
 CQ2744'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3186 ***********************************************************************
 BK3186  DESIGNATION -  PINE
 BK3186  PID         -  BK3186
 BK3186  STATE/COUNTY-  LA/CALCASIEU
 BK3186  USGS QUAD   -  BUHLER (1975)
 BK3186
 BK3186                         *CURRENT SURVEY CONTROL
 BK3186  ___________________________________________________________________
 BK3186* NAD 83(1992)-  30 21 29.30044(N)    093 19 13.87859(W)     ADJUSTED  
 BK3186* NAVD 88     -         8.7  **(meters)      29.   **(feet)  VERTCON   
 BK3186  **This station is located in a subsidence area (see below).
 BK3186  ___________________________________________________________________
 BK3186  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK3186  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK3186
 BK3186  HORZ ORDER  -  THIRD
 BK3186
 BK3186.The horizontal coordinates were established by classical geodetic methods
 BK3186.and adjusted by the National Geodetic Survey in January 1993..
 BK3186
 BK3186 ** The orthometric height has not been validated since last determined
 BK3186 ** by differential leveling and should not be used for control purposes.
 BK3186 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3186 ** area with valid NAVD 88 orthometric heights.
 BK3186 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3186 ** epoch indicated which incorporates improved geoid heights for the
 BK3186 ** Southern Louisiana Subsidence area.
 BK3186 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3186
 BK3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3186
 BK3186.The geoid height was determined by GEOID03.
 BK3186
 BK3186;                    North         East     Units Scale Factor Converg.
 BK3186;SPC LA S     -   207,621.793   808,975.843   MT  0.99994511   -0 59 37.0
 BK3186;SPC LA S     -   681,172.50  2,654,114.91   sFT  0.99994511   -0 59 37.0
 BK3186;UTM  15      - 3,358,514.683   469,197.937   MT  0.99961170   -0 09 43.2
 BK3186
 BK3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3186!SPC LA S     -   1.00000293  x   0.99994511  =   0.99994804
 BK3186!UTM  15      -   1.00000293  x   0.99961170  =   0.99961463
 BK3186
 BK3186|---------------------------------------------------------------------|
 BK3186| PID    Reference Object                     Distance      Geod. Az  |
 BK3186|                                                           dddmmss.s |
 BK3186| CV9030 PINE RM 1                            27.780 METERS 11302     |
 BK3186| CV9029 PINE AZ MK                                         3161240.1 |
 BK3186| CV9031 PINE RM 2                            31.715 METERS 32929     |
 BK3186|---------------------------------------------------------------------|
 BK3186
 BK3186                          SUPERSEDED SURVEY CONTROL
 BK3186
 BK3186  NAD 83(1986)-  30 21 29.32009(N)    093 19 13.87031(W) AD(       ) 3
 BK3186  NAD 27      -  30 21 28.59486(N)    093 19 13.29789(W) AD(       ) 3
 BK3186  NGVD 29 (07/19/86)    8.6    (m)           28.     (f) VERT ANG       
 BK3186
 BK3186.Superseded values are not recommended for survey control.
 BK3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3186.See file dsdata.txt to determine how the superseded data were derived.
 BK3186
 BK3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6919858515(NAD 83)
 BK3186_MARKER: DS = TRIANGULATION STATION DISK
 BK3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3186
 BK3186  HISTORY     - Date     Condition        Report By
 BK3186  HISTORY     - 1963     MONUMENTED       CGS
 BK3186  HISTORY     - 1974     GOOD             NGS
 BK3186  HISTORY     - 19970208 GOOD             USPSQD
 BK3186
 BK3186                          STATION DESCRIPTION
 BK3186
 BK3186'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3186'THE STATION IS LOCATED ABOUT 6.0 MILES WEST NORTHWEST OF
 BK3186'GILLIS AND 8.0 MILES NORTH NORTHEAST OF SULPHUR, ON PROPERTY
 BK3186'OWNED BY THE NAVAL STORES INC. OF NEW ORLEANS.
 BK3186'
 BK3186'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 BK3186'AND STATE HIGHWAY 27 IN THE TOWN OF SULPHUR, GO NORTH ON
 BK3186'HIGHWAY 27 FOR 3.85 MILES TO THE NORTH END OF THE HUSTON
 BK3186'RIVER BRIDGE, CONTINUE ON HIGHWAY 27 FOR 3.0 MILES TO A
 BK3186'SIDE ROAD RIGHT, AND A SIGN ON THE RIGHT READING IKELAND
 BK3186'ACRES 1 MILE, TURN RIGHT AND GO NORTHEAST ON A GRAVELED
 BK3186'ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT, KEEP RIGHT ACROSS
 BK3186'THE RAILROAD TRACKS AND GO 1.95 MILES TO A SIDE ROAD RIGHT
 BK3186'ON A CURVE, KEEP LEFT NORTHERLY ON THE MAIN TRAVEL ROAD FOR
 BK3186'7.7 MILES TO A GATE ON THE LEFT AND A SIGN READING HOLBROOKS
 BK3186'PARK, TURN LEFT AND GO 0.75 MILE TO THE ENTRANCE TO THE
 BK3186'HOLBROOKS PARK, TURN LEFT ON A GRAVEL ROAD FOR 1.27 MILE
 BK3186'TO THE STATION ON THE LEFT AS DESCRIBED.
 BK3186'
 BK3186'THE STATION MARK IS A STANDARD DISK STAMPED, PINE 1963,
 BK3186'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 BK3186'IS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 4.5 FEET NORTHEAST
 BK3186'OF A WOODEN WITNESS POST AND SIGN, 59 FEET SOUTHWEST OF THE
 BK3186'CENTERLINE OF A GRAVEL ROAD AND 82.0 FEET SOUTHWEST OF FENCE
 BK3186'LINE.
 BK3186'
 BK3186'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, PINE NO. 1 1963,
 BK3186'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 BK3186'IS FLUSH WITH THE GROUND SURFACE.  IT IS 29.0 FEET SOUTHWEST
 BK3186'OF THE CENTERLINE OF A GRAVEL ROAD AND 52. FEET SOUTHWEST
 BK3186'OF THE FENCE LINE, 93.0 FEET EAST OF A WOODEN WITNESS POST
 BK3186'AND SIGN.
 BK3186'
 BK3186'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, PINE NO. 2
 BK3186'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK3186'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 23.0 FEET NORTH
 BK3186'OF A 6-INCH PINE TREE, 52.0 FEET SOUTHWEST OF FENCE LINE
 BK3186'AND 105 FEET NORTHWEST OF A WOODEN WITNESS POST AND SIGN.
 BK3186'
 BK3186'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, PINE 1963, SET
 BK3186'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 BK3186'FLUSH WITH THE GROUND SURFACE.  IT IS 2.6 FEET SOUTH OF
 BK3186'A WIRE FENCE, 22.0 FEET NORTH OF CENTERLINE OF A SHELL ROAD.
 BK3186'
 BK3186'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 BK3186'SHELL ROAD FOR 0.26 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 BK3186'
 BK3186'HEIGHT OF LIGHT ABOVE STATION MARK 34.20 METERS.
 BK3186
 BK3186                          STATION RECOVERY (1974)
 BK3186
 BK3186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3186'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 BK3186'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 BK3186'MARK 1 WAS FOUND 0.005 METERS SHORTER AND THE DISTANCE TO
 BK3186'REFERENCE MARK 2 CHECKED.  THE DIRECTION TO BOTH REFERENCE
 BK3186'MARKS CHECKED.  THE DIRECTION TO THE AZIMUTH MARK WAS MISSED
 BK3186'4 DEGREES, 00 MINUTES AND 0.03 SECONDS AND IT IS NO LONGER
 BK3186'VISIBLE FROM THE GROUND.  A SECOND OBSERVATION WAS MADE
 BK3186'TO CONFIRM THE 4 DEGREES DIFFERENCE.  A COMPLETE NEW
 BK3186'DESCRIPTION FOLLOWS.
 BK3186'
 BK3186'STATION IS ABOUT 10 MILES SOUTH OF ELIZABETH, 9 MILES NORTHWEST
 BK3186'OF OBERLIN, 6-3/4 MILES NORTH-NORTHWEST OF THE BRIDGE OVER
 BK3186'THE CALCASIEU RIVER ON STATE HIGHWAY 26, 4 MILES NORTHEAST
 BK3186'OF MITTIE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 BK3186'MAINLINE AND SIGLER ROADS AND ON PROPERTY OWNED BY THE BOISE
 BK3186'SOUTHERN COMPANY.  PERMISSION WAS GRANTED BY MR. R.G. CHAMBERS,
 BK3186'POST OFFICE BOX 96, ELIZABETH, LOUISIANA.  PHONE NUMBER
 BK3186'634-5251.
 BK3186'
 BK3186'TO REACH THE STATION FROM THE BRIDGE OVER THE CALCASIEU
 BK3186'RIVER ON STATE HIGHWAY 26 ABOUT 3 MILES NORTHWEST OF OBERLIN,
 BK3186'GO NORTHWEST ON HIGHWAY 26 FOR 4.25 MILES TO A PAVED ROAD
 BK3186'RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD (PARISH
 BK3186'ROAD 4-01) FOR 0.65 MILE TO A CROSS ROAD.  TURN RIGHT AND
 BK3186'GO NORTHEAST AND NORTH ON A DIRT ROAD (MAINLINE ROAD) FOR
 BK3186'3.2 MILES TO A CROSSROAD (SIGLER ROAD) AND THE STATION IN
 BK3186'THE SOUTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.
 BK3186'CONTINUE NORTH ON THE DIRT ROAD FOR 0.25 MILE TO A SIDE ROAD
 BK3186'LEFT.  CONTINUE NORTH ON DIRT ROAD FOR 0.1 MILE TO THE
 BK3186'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 BK3186'
 BK3186'STATION MARK, STAMPED PINE 1965, IS A STANDARD DISK SET
 BK3186'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BK3186'THE GROUND.  THE 1965 DESCRIPTION STATES THAT THERE IS AN
 BK3186'UNDERGROUND MARK.  THEY ARE 84 FEET SOUTHEAST OF CENTER OF
 BK3186'THE INTERSECTION OF THE CROSSROAD, 69 FEET SOUTH OF CENTER
 BK3186'OF SIGLER ROAD, 54 FEET WEST OF A TRIANGLE BLAZED 14-INCH
 BK3186'PINE TREE, 38 FEET EAST OF CENTER OF MAINLINE ROAD AND 6.5
 BK3186'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 BK3186'
 BK3186'REFERENCE MARK 1, STAMPED PINE NO 1 1965, IS A STANDARD
 BK3186'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4
 BK3186'INCHES ABOVE THE GROUND.  IT IS 162 FEET SOUTHEAST OF CENTER
 BK3186'OF THE INTERSECTION, 112 FEET EAST OF CENTER OF MAINLINE
 BK3186'ROAD, 97 FEET SOUTH OF CENTER OF SIGLER ROAD AND 45 FEET
 BK3186'SOUTHEAST OF THE 14-INCH TRIANGLE BLAZED PINE TREE.
 BK3186'
 BK3186'REFERENCE MARK 2, STAMPED PINE NO 2 1965, IS A STANDARD DISK
 BK3186'SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 BK3186'ABOVE THE GROUND.  IT IS 57 FEET NORTHEAST OF CENTER OF THE
 BK3186'INTERSECTION, 56 FEET EAST OF CENTER OF MAINLINE ROAD, 51.5
 BK3186'FEET SOUTHWEST OF A 16-INCH PINE TREE AND 22 FEET NORTH OF
 BK3186'CENTER OF SIGLER ROAD.
 BK3186'
 BK3186'AZIMUTH MARK, STAMPED PINE 1965, IS A STANDARD DISK SET
 BK3186'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BK3186'THE GROUND.  IT IS 33 FEET WEST OF CENTER OF MAINLINE ROAD
 BK3186'AND 3 FEET SOUTHEAST OF A METAL WITNESS POST.
 BK3186'
 BK3186'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BK3186'
 BK3186'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BK3186'NORTHEAST OF MITTIE.
 BK3186
 BK3186                          STATION RECOVERY (1997)
 BK3186
 BK3186'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5338 ***********************************************************************
 BJ5338  DESIGNATION -  PINE AZ MK 2
 BJ5338  PID         -  BJ5338
 BJ5338  STATE/COUNTY-  LA/WASHINGTON
 BJ5338  USGS QUAD   -  PINE (1983)
 BJ5338
 BJ5338                         *CURRENT SURVEY CONTROL
 BJ5338  ___________________________________________________________________
 BJ5338* NAD 83(1992)-  30 54 35.50380(N)    090 00 48.63782(W)     ADJUSTED  
 BJ5338* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 BJ5338  ___________________________________________________________________
 BJ5338  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BJ5338  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BJ5338
 BJ5338  HORZ ORDER  -  THIRD
 BJ5338
 BJ5338.The horizontal coordinates were established by classical geodetic methods
 BJ5338.and adjusted by the National Geodetic Survey in May 1994..
 BJ5338.No horizontal observational check was made to the station.
 BJ5338
 BJ5338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5338
 BJ5338.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5338
 BJ5338.The geoid height was determined by GEOID03.
 BJ5338
 BJ5338;                    North         East     Units Scale Factor Converg.
 BJ5338;SPC LA S     -   267,857.222 1,126,170.804   MT  1.00005136   +0 39 35.7
 BJ5338;SPC LA S     -   878,794.90  3,694,778.71   sFT  1.00005136   +0 39 35.7
 BJ5338;UTM  15      - 3,423,436.007   785,437.697   MT  1.00060515   +1 32 06.6
 BJ5338;UTM  16      - 3,423,505.565   211,978.607   MT  1.00062343   -1 32 56.7
 BJ5338
 BJ5338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5338!SPC LA S     -   0.99998811  x   1.00005136  =   1.00003947
 BJ5338!UTM  15      -   0.99998811  x   1.00060515  =   1.00059326
 BJ5338!UTM  16      -   0.99998811  x   1.00062343  =   1.00061154
 BJ5338
 BJ5338                          SUPERSEDED SURVEY CONTROL
 BJ5338
 BJ5338  NAD 83(1992)-  30 54 35.51204(N)    090 00 48.63508(W) AD(       ) 3
 BJ5338  NAD 83(1986)-  30 54 35.51806(N)    090 00 48.63673(W) AD(       ) 3
 BJ5338  NGVD 29 (11/02/92)  103.     (m)          338.     (f) VERT ANG       
 BJ5338
 BJ5338.Superseded values are not recommended for survey control.
 BJ5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5338.See file dsdata.txt to determine how the superseded data were derived.
 BJ5338
 BJ5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8543823436(NAD 83)
 BJ5338_MARKER: DZ = AZIMUTH MARK DISK
 BJ5338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5338_STAMPING: PINE 1939 AZ 2 1966
 BJ5338_MARK LOGO: CGS   
 BJ5338_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5338+STABILITY: SURFACE MOTION
 BJ5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5338+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1990
 BJ5338
 BJ5338  HISTORY     - Date     Condition        Report By
 BJ5338  HISTORY     - 1966     MONUMENTED       LADTD
 BJ5338  HISTORY     - 19900705 GOOD             LADTD
 BJ5338
 BJ5338                          STATION DESCRIPTION
 BJ5338
 BJ5338'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 BJ5338'THE STATION IS LOCATED IN PINE AT THE PINE COMMUNITY CEMETERY.
 BJ5338'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BJ5338'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 436 IN
 BJ5338'PINE, GO NORTH FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT. THE
 BJ5338'STATION IS 175.0 FT (53.3 M) SOUTH FROM A FENCE CORNER, 75.0 FT (22.9
 BJ5338'M) WEST-NORTHWEST FROM A POWER POLE ACROSS THE HIGHWAY, 38.5 FT (11.7
 BJ5338'M) WEST FROM THE CENTER OF THE HIGHWAY, 25.5 FT (7.8 M)
 BJ5338'NORTH-NORTHEAST FROM THE CENTER OF THE PINE COMMUNITY CEMETERY SIGN,
 BJ5338'21.0 FT (6.4 M) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE CECIL
 BJ5338'L STUART GRAVE PLOT AND 11.0 FT (3.4 M) NORTH FROM THE EXTENDED CENTER
 BJ5338'OF PARISH ROAD NUMBER 12.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 BJ5338'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4638 ***********************************************************************
 BJ4638  DESIGNATION -  PINE GROVE LOT
 BJ4638  PID         -  BJ4638
 BJ4638  STATE/COUNTY-  LA/ST HELENA
 BJ4638  USGS QUAD   -  PINE GROVE (1980)
 BJ4638
 BJ4638                         *CURRENT SURVEY CONTROL
 BJ4638  ___________________________________________________________________
 BJ4638* NAD 83(1992)-  30 42 39.63616(N)    090 45 08.76943(W)     ADJUSTED  
 BJ4638* NAVD 88     -                                                        
 BJ4638  ___________________________________________________________________
 BJ4638  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BJ4638  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4638
 BJ4638  HORZ ORDER  -  THIRD
 BJ4638
 BJ4638.The horizontal coordinates were established by classical geodetic methods
 BJ4638.and adjusted by the National Geodetic Survey in January 1993..
 BJ4638
 BJ4638
 BJ4638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4638
 BJ4638.The geoid height was determined by GEOID03.
 BJ4638
 BJ4638;                    North         East     Units Scale Factor Converg.
 BJ4638;SPC LA S     -   245,225.093 1,055,644.668   MT  1.00000236   +0 17 25.6
 BJ4638;SPC LA S     -   804,542.66  3,463,394.21   sFT  1.00000236   +0 17 25.6
 BJ4638;UTM  15      - 3,399,731.999   715,237.023   MT  1.00017152   +1 08 53.8
 BJ4638
 BJ4638                          SUPERSEDED SURVEY CONTROL
 BJ4638
 BJ4638  NAD 83(1986)-  30 42 39.65178(N)    090 45 08.76627(W) AD(       ) 4
 BJ4638  NAD 27      -  30 42 38.98547(N)    090 45 08.41255(W) AD(       ) 3
 BJ4638
 BJ4638.Superseded values are not recommended for survey control.
 BJ4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4638.See file dsdata.txt to determine how the superseded data were derived.
 BJ4638
 BJ4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1523799732(NAD 83)
 BJ4638_MARKER: 57 = LOOKOUT TOWER
 BJ4638
 BJ4638  HISTORY     - Date     Condition        Report By
 BJ4638  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4638
 BJ4638                          STATION DESCRIPTION
 BJ4638
 BJ4638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4638'PINE GROVE, LOOKOUT TOWER IS LOCATED AT THE EAST EDGE OF PINE GROVE,
 BJ4638'0.1 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 16 AND 449, 150
 BJ4638'FEET SOUTH OF HIGHWAY 449 AND IS ON STATE PROPERTY.
 BJ4638'
 BJ4638'A SQUARE METAL CAB, BROWN IN COLOR, WINDOWS ON ALL FOUR SIDES,
 BJ4638'CONICAL SHAPED ROOF, 100 FEET IN HEIGHT, SUPPORTED BY 4 STEEL
 BJ4638'CHANNEL LEGS.
 BJ4638'
 BJ4638'POINT INTERSECTED, WAS TOP-CENTER OF THE CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4639 ***********************************************************************
 BJ4639  DESIGNATION -  PINE GROVE SHELL PIPELINE MW
 BJ4639  PID         -  BJ4639
 BJ4639  STATE/COUNTY-  LA/LIVINGSTON
 BJ4639  USGS QUAD   -  PINE GROVE (1980)
 BJ4639
 BJ4639                         *CURRENT SURVEY CONTROL
 BJ4639  ___________________________________________________________________
 BJ4639* NAD 83(1992)-  30 37 36.22064(N)    090 47 58.48900(W)     ADJUSTED  
 BJ4639* NAVD 88     -                                                        
 BJ4639  ___________________________________________________________________
 BJ4639  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BJ4639  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4639
 BJ4639  HORZ ORDER  -  THIRD
 BJ4639
 BJ4639.The horizontal coordinates were established by classical geodetic methods
 BJ4639.and adjusted by the National Geodetic Survey in January 1993..
 BJ4639
 BJ4639
 BJ4639.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4639
 BJ4639.The geoid height was determined by GEOID03.
 BJ4639
 BJ4639;                    North         East     Units Scale Factor Converg.
 BJ4639;SPC LA S     -   235,859.457 1,051,172.229   MT  0.99998524   +0 16 00.8
 BJ4639;SPC LA S     -   773,815.57  3,448,720.89   sFT  0.99998524   +0 16 00.8
 BJ4639;UTM  15      - 3,390,299.010   710,904.307   MT  1.00014875   +1 07 17.0
 BJ4639
 BJ4639                          SUPERSEDED SURVEY CONTROL
 BJ4639
 BJ4639  NAD 83(1986)-  30 37 36.23735(N)    090 47 58.48639(W) AD(       ) 4
 BJ4639  NAD 27      -  30 37 35.56627(N)    090 47 58.13418(W) AD(       ) 3
 BJ4639
 BJ4639.Superseded values are not recommended for survey control.
 BJ4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4639.See file dsdata.txt to determine how the superseded data were derived.
 BJ4639
 BJ4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1090490299(NAD 83)
 BJ4639_MARKER: 44 = MICROWAVE MAST
 BJ4639
 BJ4639  HISTORY     - Date     Condition        Report By
 BJ4639  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4639
 BJ4639                          STATION DESCRIPTION
 BJ4639
 BJ4639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4639'PINE GROVE, SHELL PIPELINE COMPANY MICROWAVE IS LOCATED WITHIN A
 BJ4639'SMALL FENCED AREA WHICH IS WITHIN A LARGE FENCED AREA, 1.3 MILES
 BJ4639'NORTH OF THE JUNCTION OF STATE HIGHWAYS 63 AND 449, 6 MILES
 BJ4639'SOUTHEAST OF PINE GROVE AND ABOUT 400 FEET WEST OF HIGHWAY 449.
 BJ4639'
 BJ4639'A SLENDER, TRIANGULAR SHAPED STEEL MAST, 210 FEET IN HEIGHT, PAINTED
 BJ4639'ORANGE-WHITE ALTERNATE SECTIONS.  A RED LIGHT AND A FAN TYPE
 BJ4639'ANTENNA ARE MOUNTED AT TOP.  A FAN TYPE ANTENNA IS ALSO MOUNTED
 BJ4639'ABOUT 35 FEET DOWN FROM THE TOP OF MAST.
 BJ4639'
 BJ4639'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2370 ***********************************************************************
 BK2370  DESIGNATION -  PINE ISLAND
 BK2370  PID         -  BK2370
 BK2370  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2370  USGS QUAD   -  WELSH NORTH (1994)
 BK2370
 BK2370                         *CURRENT SURVEY CONTROL
 BK2370  ___________________________________________________________________
 BK2370* NAD 83(1992)-  30 20 58.56636(N)    092 46 31.87209(W)     ADJUSTED  
 BK2370* NAVD 88     -        12.   **(meters)      39.   **(feet)  SCALED    
 BK2370  **This station is located in a subsidence area (see below).
 BK2370  ___________________________________________________________________
 BK2370  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK2370  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2370  DYNAMIC HT  -          12.1   (meters)      40.    (feet)  COMP
 BK2370  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BK2370
 BK2370  HORZ ORDER  -  SECOND
 BK2370  VERT ORDER  -  THIRD (See Below)
 BK2370
 BK2370.The horizontal coordinates were established by classical geodetic methods
 BK2370.and adjusted by the National Geodetic Survey in January 1993..
 BK2370
 BK2370 ** The orthometric height has not been validated since last determined
 BK2370 ** by differential leveling and should not be used for control purposes.
 BK2370 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2370 ** area with valid NAVD 88 orthometric heights.
 BK2370 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2370 ** epoch indicated which incorporates improved geoid heights for the
 BK2370 ** Southern Louisiana Subsidence area.
 BK2370 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2370.The orthometric height was scaled from a topographic map.
 BK2370.The vertical order pertains to the NGVD 29 superseded value.
 BK2370
 BK2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2370
 BK2370.The geoid height was determined by GEOID03.
 BK2370
 BK2370.The dynamic height is computed by dividing the NAVD 88
 BK2370.geopotential number by the normal gravity value computed on the
 BK2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2370.degrees latitude (g = 980.6199 gals.).
 BK2370
 BK2370.The modeled gravity was interpolated from observed gravity values.
 BK2370
 BK2370;                    North         East     Units Scale Factor Converg.
 BK2370;SPC LA S     -   205,891.532   861,350.495   MT  0.99994420   -0 43 16.0
 BK2370;SPC LA S     -   675,495.80  2,825,947.42   sFT  0.99994420   -0 43 16.0
 BK2370;UTM  15      - 3,357,546.447   521,574.311   MT  0.99960574   +0 06 48.3
 BK2370
 BK2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2370!SPC LA S     -   1.00000239  x   0.99994420  =   0.99994659
 BK2370!UTM  15      -   1.00000239  x   0.99960574  =   0.99960813
 BK2370
 BK2370:                Primary Azimuth Mark                     Grid Az
 BK2370:SPC LA S     -  PINE ISLAND RM 2 AZ MK                   005 34 55.8
 BK2370:UTM  15      -  PINE ISLAND RM 2 AZ MK                   004 44 51.5
 BK2370
 BK2370|---------------------------------------------------------------------|
 BK2370| PID    Reference Object                     Distance      Geod. Az  |
 BK2370|                                                           dddmmss.s |
 BK2370| BK2371 PINE ISLAND RM 2 AZ MK                             0045139.8 |
 BK2370| BK1023 27 V 129                              6.835 METERS 15659     |
 BK2370| BK2369 PINE ISLAND RM 1                      7.187 METERS 30315     |
 BK2370|---------------------------------------------------------------------|
 BK2370
 BK2370                          SUPERSEDED SURVEY CONTROL
 BK2370
 BK2370  NAD 83(1986)-  30 20 58.58652(N)    092 46 31.86602(W) AD(       ) 2
 BK2370  NAD 27      -  30 20 57.85123(N)    092 46 31.34706(W) AD(       ) 2
 BK2370  NGVD 29 (07/19/86)   11.78   (m)           38.6    (f) LEVELING    3  
 BK2370
 BK2370.Superseded values are not recommended for survey control.
 BK2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2370.See file dsdata.txt to determine how the superseded data were derived.
 BK2370
 BK2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2157457546(NAD 83)
 BK2370_MARKER: DS = TRIANGULATION STATION DISK
 BK2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2370_SP_SET: CONCRETE POST
 BK2370_STAMPING: PINE ISLAND 1974
 BK2370_MARK LOGO: NGS   
 BK2370_PROJECTION: RECESSED 3 CENTIMETERS
 BK2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2370+STABILITY: SURFACE MOTION
 BK2370
 BK2370  HISTORY     - Date     Condition        Report By
 BK2370  HISTORY     - 1974     MONUMENTED       NGS
 BK2370  HISTORY     - 1982     GOOD             LADTD
 BK2370  HISTORY     - 19961221 GOOD             USPSQD
 BK2370  HISTORY     - 19981017 GOOD             USPSQD
 BK2370  HISTORY     - 20031105 MARK NOT FOUND   USPSQD
 BK2370
 BK2370                          STATION DESCRIPTION
 BK2370
 BK2370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2370'THE STATION IS LOCATED 11 MILES SOUTHEAST OF KINDER, 10 MILES
 BK2370'SOUTHWEST OF ELTON, 8 MILES NORTH OF ROANOKE, 8 MILES EAST OF
 BK2370'FENTON AND ON PROPERTY OWNED BY MRS. GILBERT MECHE.
 BK2370'
 BK2370'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2370'STATE HIGHWAY 395 ABOUT 1 MILE NORTH OF ROANOKE, GO NORTH ON
 BK2370'HIGHWAY 395 FOR 6.9 MILES TO THE JUNCTION OF STATE HIGHWAY 102.
 BK2370'TURN LEFT AND GO WEST ON HIGHWAY 102 FOR 2.05 MILES TO THE
 BK2370'JUNCTION OF STATE HIGHWAY 99.  (TO REACH REFERENCE MARK 2 (AZ MK)
 BK2370'FROM THIS JUNCTION, GO NORTH ON HIGHWAY 99 FOR 0.5 MILE TO THE
 BK2370'MARK ON THE RIGHT.) CONTINUE WEST ON HIGHWAYS 99 AND 102 FOR
 BK2370'0.05 MILE TO MECHES GROCERY AND THE STATION ON THE LEFT AS
 BK2370'DESCRIBED.
 BK2370'
 BK2370'STATION MARKS, STAMPED PINE ISLAND 1974 ARE STANDARD DISKS.  THE
 BK2370'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BK2370'INCHES BELOW THE GROUND.  THE UNDERGROUND DISK IS SET IN AN
 BK2370'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND.  IT
 BK2370'IS 54 FEET NORTHWEST OF THE NORTHWEST CORNER OF MECHES GROCERY
 BK2370'STORE, 43 FEET SOUTH OF THE CENTER OF HIGHWAYS 99 AND 102, 26.5
 BK2370'FEET SOUTHEAST OF A FENCE CORNER, 8 FEET EAST OF A FENCE AND
 BK2370'8 FEET NORTHEAST OF A METAL WITNESS POST.
 BK2370'
 BK2370'REFERENCE MARK 1, STAMPED PINE ISLAND NO 1 1974 IS A STANDARD DISK
 BK2370'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BK2370'IT IS 36 FEET WEST OF THE CENTER OF A GRAVELED DRIVEWAY, 29.5 FEET
 BK2370'SOUTH OF THE CENTER OF HIGHWAY 99 AND 102, 23.5 FEET NORTHWEST OF
 BK2370'THE METAL WITNESS POST SET AT THE STATION AND 3.5 FEET SOUTHEAST
 BK2370'OF A FENCE CORNER.
 BK2370'
 BK2370'BENCH MARK, STAMPED 27V129 1970 IS A USC AND GS AND LOUISIANA
 BK2370'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF A 10 INCH
 BK2370'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 63.5 FEET
 BK2370'SOUTH OF THE CENTER OF HIGHWAY 99 AND 102, 33.5 FEET NORTHWEST OF
 BK2370'THE NORTHWEST CORNER OF MECHES GROCERY STORE, 1 FOOT EAST OF A
 BK2370'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BK2370'
 BK2370'REFERENCE MARK 2 (AZ MK), STAMPED PINE ISLAND NO 2 AZ 1974 IS A
 BK2370'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BK2370'INCHES BELOW THE GROUND.  IT IS 39 FEET EAST OF THE CENTER OF
 BK2370'HIGHWAY 99, 11 FEET SOUTH OF THE CENTER OF A GATE AND 1.5 FEET
 BK2370'WEST OF A METAL WITNESS POST.
 BK2370'
 BK2370'NEAREST TOWN--FENTON.
 BK2370'
 BK2370'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2370
 BK2370                          STATION RECOVERY (1982)
 BK2370
 BK2370'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK2370'12.6 KM (7.8 MI) NORTH FROM ROANOKE.
 BK2370'ABOUT 13.5 KM (8.4 MI) NORTH ALONG STATE HIGHWAY 395 FROM THE
 BK2370'INTERSECTION OF US HIGHWAY 90 AND STATE HIGHWAY 395 NEAR THE ROANOKE
 BK2370'WELSH JUNIOR HIGH SCHOOL IN ROANOKE TO THE JUNCTION OF STATE HIGHWAYS
 BK2370'395 AND 102, THENCE ABOUT 3.2 KM (2 MI) WEST ALONG HIGHWAY 102 TO THE
 BK2370'JUNCTION OF STATE HIGHWAYS 102 AND 99 IN PINE ISLAND AND THE MARK IN
 BK2370'THE SOUTHWEST QUADRANDT OF THE JUNCTION, 67.2 METERS (220.5 FT) WEST
 BK2370'SOUTHWEST OF THE JUNCTION OF HIGHWAYS 102 AND 99, 57.9 METERS (190 FT)
 BK2370'WEST NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 15.2 METERS (50 FT)
 BK2370'NORTHWEST OF THE CENTER OF A GATE AND 13 METERS (42.5 FT) SOUTH OF THE
 BK2370'CENTER OF HIGHWAY 102 AND 99.
 BK2370'THE MARK IS 2.44 METERS  NE FROM A WITNESS POST.
 BK2370'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 102 AND 99.
 BK2370
 BK2370                          STATION RECOVERY (1996)
 BK2370
 BK2370'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2370'RECOVERED IN GOOD CONDITION.
 BK2370
 BK2370                          STATION RECOVERY (1998)
 BK2370
 BK2370'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2370'RECOVERED IN GOOD CONDITION.
 BK2370
 BK2370                          STATION RECOVERY (2003)
 BK2370
 BK2370'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2676 ***********************************************************************
 BK2676  DESIGNATION -  PINE PRAIRIE
 BK2676  PID         -  BK2676
 BK2676  STATE/COUNTY-  LA/EVANGELINE
 BK2676  USGS QUAD   -  PINE PRAIRIE (1993)
 BK2676
 BK2676                         *CURRENT SURVEY CONTROL
 BK2676  ___________________________________________________________________
 BK2676* NAD 83(1992)-  30 47 51.47533(N)    092 25 24.90301(W)     ADJUSTED  
 BK2676* NAVD 88     -        35.4    (meters)     116.     (feet)  VERTCON   
 BK2676  ___________________________________________________________________
 BK2676  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2676  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2676
 BK2676  HORZ ORDER  -  FIRST
 BK2676
 BK2676.The horizontal coordinates were established by classical geodetic methods
 BK2676.and adjusted by the National Geodetic Survey in January 1993..
 BK2676
 BK2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2676
 BK2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2676
 BK2676.The geoid height was determined by GEOID03.
 BK2676
 BK2676;                    North         East     Units Scale Factor Converg.
 BK2676;SPC LA S     -   255,183.926   895,656.418   MT  1.00002222   -0 32 42.5
 BK2676;SPC LA S     -   837,215.93  2,938,499.43   sFT  1.00002222   -0 32 42.5
 BK2676;SPC LA N     -    33,004.332 1,007,314.165   MT  1.00010413   +0 02 25.4
 BK2676;SPC LA N     -   108,281.71  3,304,829.89   sFT  1.00010413   +0 02 25.4
 BK2676;UTM  15      - 3,407,316.859   555,144.458   MT  0.99963751   +0 17 42.5
 BK2676
 BK2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2676!SPC LA S     -   0.99999870  x   1.00002222  =   1.00002092
 BK2676!SPC LA N     -   0.99999870  x   1.00010413  =   1.00010283
 BK2676!UTM  15      -   0.99999870  x   0.99963751  =   0.99963621
 BK2676
 BK2676|---------------------------------------------------------------------|
 BK2676| PID    Reference Object                     Distance      Geod. Az  |
 BK2676|                                                           dddmmss.s |
 BK2676| CW2204 PINE PRAIRIE RM 4                    35.494 METERS 05659     |
 BK2676| BK2643 VILLE PLATTE WATER TANK             APPROX.18.8 KM 1304825.0 |
 BK2676| CW2203 PINE PRAIRIE RM 3                    21.735 METERS 18546     |
 BK2676| CW2201 PINE PRAIRIE RM 1                    75.051 METERS 18606     |
 BK2676| CW2200 PINE PRAIRIE AZ MK 2                               1870520.6 |
 BK2676| CW2199 PINE PRAIRIE AZ MK                                 1875108.6 |
 BK2676| BK2977 OAKDALE MUNICIPAL TANK              APPROX.23.0 KM 2751255.4 |
 BK2676| CW2202 PINE PRAIRIE RM 2                    90.099 METERS 30348     |
 BK2676|---------------------------------------------------------------------|
 BK2676
 BK2676                          SUPERSEDED SURVEY CONTROL
 BK2676
 BK2676  NAD 83(1986)-  30 47 51.49575(N)    092 25 24.89661(W) AD(       ) 1
 BK2676  NAD 27      -  30 47 50.78900(N)    092 25 24.41600(W) AD(       ) 1
 BK2676  NGVD 29 (07/19/86)   35.4    (m)          116.     (f) VERT ANG       
 BK2676
 BK2676.Superseded values are not recommended for survey control.
 BK2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2676.See file dsdata.txt to determine how the superseded data were derived.
 BK2676
 BK2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5514407317(NAD 83)
 BK2676_MARKER: DS = TRIANGULATION STATION DISK
 BK2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2676
 BK2676  HISTORY     - Date     Condition        Report By
 BK2676  HISTORY     - 1934     MONUMENTED       CGS
 BK2676  HISTORY     - 1960     GOOD             CGS
 BK2676  HISTORY     - 1969     GOOD             CGS
 BK2676
 BK2676                          STATION DESCRIPTION
 BK2676
 BK2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2676'STATION IS ABOUT ONE MILE N OF PINE PRAIRIE AND 5-1/2 MILES
 BK2676'S OF TURKEY CREEK, NEAR THE CENTER OF SEC. 13, T 3 S, R 1 W,
 BK2676'BETWEEN THE ROCK ISLAND RAILROAD TRACKS AND STATE HIGHWAY
 BK2676'26.  THE STATION IS ON THE BANK BETWEEN THE E ROAD DITCH
 BK2676'AND THE RAILROAD CUT, ON THE HIGHEST PART OF THE FIRST RIDGE
 BK2676'N OF PINE PRAIRIE, 40 FEET W OF CENTER LINE OF RAILROAD
 BK2676'44 FEET E OF STATE HIGHWAY 26.
 BK2676'
 BK2676'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BK2676'DISKS SET IN CONCRETE.
 BK2676'
 BK2676'REFERENCE MARK NO. 1 IS 75.051 METERS, 246.23 FEET S OF
 BK2676'STATION, 43 FEET E OF CENTER LINE OF STATE HIGHWAY 26, 40
 BK2676'FEET W OF CENTER LINE OF RAILROAD, 10 FEET W OF FENCE LINE.
 BK2676'
 BK2676'REFERENCE MARK NO. 2 IS 90.099 METERS, 295.60 FEET NW OF
 BK2676'STATION, 1.5 FEET N OF E-W FENCE LINE.
 BK2676'
 BK2676'AZIMUTH MARK IS 0.6 MILE FROM STATION, S ON STATE HIGHWAY
 BK2676'26 FOR 0.6 MILE TO INTERSECTION OF DIRT ROAD, 40 FEET W OF
 BK2676'CENTER LINE OF STATE HIGHWAY 26 AND 30 FEET N OF CENTER
 BK2676'LINE OF DIRT ROAD.
 BK2676'
 BK2676'REACHED FROM PINE PRAIRIE BY STATE HIGHWAY 26, N 0.9 MILE
 BK2676'OR FROM TURKEY CREEK S 5.55 MILES TO STATION.
 BK2676'
 BK2676'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK2676
 BK2676                          STATION RECOVERY (1960)
 BK2676
 BK2676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2676'THE STATION WAS VISITED 1-25-60 AND THE STATION MARK AND
 BK2676'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BK2676'MARK NO. 1 WAS FOUND DISTURBED, THE DISK WAS STAMPED NO.
 BK2676'3 AND RESET NEAR ITS ORIGINAL POSITION AND USED AS REFERENCE
 BK2676'MARK NO. 3.  THE AZIMUTH MARK WAS FOUND DESTROYED BY ROAD
 BK2676'CONSTRUCTION, THE DISK WAS RECLAIMED AT THIS DATE.  A NEW
 BK2676'DESCRIPTION FOLLOWS--
 BK2676'
 BK2676'THE STATION IS LOCATED 5.0 MILES SOUTH OF TURKEY CREEK AND
 BK2676'1 MILE NORTH OF PINE PRAIRIE, ON THE FIRST RIDGE NORTH OF
 BK2676'PINE PRAIRIE, BETWEEN THE ROCK ISLAND RAILROAD TRACKS AND
 BK2676'STATE HIGHWAY 13, AND ACROSS THE HIGHWAY FROM THE RED BRICK
 BK2676'HOME OF ISON PARRON.  IT IS 0.35 MILE SOUTH OF THE JUNCTION
 BK2676'OF STATE HIGHWAYS 106 AND 13, 38 FEET WEST OF THE WEST RAIL
 BK2676'OF THE TRACKS AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACKS,
 BK2676'42 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 13, 110
 BK2676'FEET SOUTH OF THE PROJECTED CENTERLINE OF THE DRIVEWAY TO
 BK2676'THE PARRON HOUSE, 124 FEET SOUTHEAST OF THE SOUTHEAST FENCE
 BK2676'CORNER OF THE PARRON FRONT YARD, 74.5 FEET EAST-SOUTHEAST
 BK2676'OF A POWER POLE WEST OF THE ROAD, AND 1 FOOT EAST OF A
 BK2676'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED PINE
 BK2676'PRAIRIE 1934, PROJECTING 6 INCHES.
 BK2676'
 BK2676'REFERENCE MARK NO. 2 IS 295.60 FEET NORTHWEST OF THE STATION
 BK2676'IN THE FRONT YARD OF ISON PARRON, 33 FEET NORTH OF THE CENTERLINE
 BK2676'OF THE DRIVEWAY, 54 FEET EAST OF THE SOUTHEAST CORNER OF THE
 BK2676'HOUSE, NOT THE PORCH, 45.5 FEET NORTH OF A FENCE LINE, 11
 BK2676'FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 BK2676'HOUSE.  IT IS A STANDARD DISK, STAMPED PINE PRAIRIE NO 2
 BK2676'1934, PROJECTING 4 INCHES.
 BK2676'
 BK2676'REFERENCE MARK NO. 3 IS 71.31 FEET SOUTH OF THE STATION,
 BK2676'37.5 FEET WEST OF THE WEST RAIL OF THE TRACKS, 43 FEET EAST
 BK2676'OF THE CENTERLINE OF STATE HIGHWAY 13, 122 FEET SOUTHEAST
 BK2676'OF A POWER POLE WEST OF THE HIGHWAY AND 1 FOOT EAST OF THE
 BK2676'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED PINE
 BK2676'PRAIRIE NO 3 1934, PROJECTING 6 INCHES.
 BK2676'
 BK2676'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 BK2676'AND STATE HIGHWAY 13 IN TURKEY CREEK, GO SOUTH ON STATE
 BK2676'HIGHWAY 13 FOR 5.35 MILES TO THE STATION ON THE LEFT BETWEEN
 BK2676'THE TRACKS AND THE HIGHWAY.
 BK2676
 BK2676                          STATION RECOVERY (1969)
 BK2676
 BK2676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2676'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND
 BK2676'FOUND TO BE IN GOOD CONDITION.  A REFERENCE MARK 4 AND A
 BK2676'NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  DUE TO SOME
 BK2676'CHANGES, A NEW DESCRIPTION FOLLOWS.
 BK2676'
 BK2676'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF TURKEY
 BK2676'CREEK, 1 MILE NORTH OF PINE PRAIRIE BETWEEN THE RAILROAD
 BK2676'TRACKS AND STATE HIGHWAY 13 AND 106.
 BK2676'
 BK2676'TO REACH THE STATION FROM THE POST OFFICE IN PINE PRAIRIE, GO
 BK2676'EAST ON A PAVED STREET FOR 0.05 MILE TO THE JUNCTION OF STATE
 BK2676'HIGHWAY 13.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 13 FOR 0.7
 BK2676'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD NORTH ON
 BK2676'STATE HIGHWAY 13 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 BK2676'
 BK2676'THE STATION MARK IS A STANDARD DISK, STAMPED PINE PRAIRIE
 BK2676'1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2676'MONUMENT THAT PROJECTS 5 INCHES.  IT IS 44 FEET EAST OF THE
 BK2676'CENTER OF STATE HIGHWAY 13 AND 106, 38 FEET WEST OF THE WEST
 BK2676'RAIL OF THE RAILROAD TRACKS, 0.9 FOOT EAST OF A METAL WITNESS
 BK2676'POST WITH A SIGN ATTACHED, AND 12 FEET EAST OF A FENCE.
 BK2676'
 BK2676'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PINE PRAIRIE NO
 BK2676'3 1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2676'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 41 FEET EAST OF THE
 BK2676'CENTER OF STATE HIGHWAY 13 AND 106, 38 FEET WEST OF THE
 BK2676'WEST RAIL OF THE RAILROAD TRACKS, 12 FEET EAST OF A FENCE
 BK2676'LINE, AND 0.9 FOOT EAST OF A METAL WITNESS POST WITH A SIGN
 BK2676'ATTACHED.
 BK2676'
 BK2676'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PINE PRAIRIE NO
 BK2676'4 1934 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2676'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 48 FEET EAST OF THE
 BK2676'EAST RAIL OF THE RAILROAD TRACKS, 1.8 FEET SOUTH OF A METAL
 BK2676'WITNESS POST WITH A SIGN ATTACHED, AND 0.6 FOOT WEST OF
 BK2676'A FENCE LINE.
 BK2676'
 BK2676'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PINE PRAIRIE
 BK2676'1934 1969, CEMENTED IN A DRILLED HOLE IN A CONCRETE CULVERT
 BK2676'HEADWALL.  IT IS 20 FEET EAST OF THE CENTER OF STATE HIGHWAY
 BK2676'13 AND 106, 13 FEET WEST OF A FENCE, AND 2 FEET SOUTH-SOUTHWEST
 BK2676'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK2676'
 BK2676'HEIGHT OF LIGHT ABOVE STATION MARK 112.33 FEET.
 BK2676'
 BK2676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BK2676'ONE MILE NORTH OF PINE PRAIRIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2678 ***********************************************************************
 BK2678  DESIGNATION -  PINE PRAIRIE MUN TANK
 BK2678  PID         -  BK2678
 BK2678  STATE/COUNTY-  LA/EVANGELINE
 BK2678  USGS QUAD   -  PINE PRAIRIE (1993)
 BK2678
 BK2678                         *CURRENT SURVEY CONTROL
 BK2678  ___________________________________________________________________
 BK2678* NAD 83(1992)-  30 46 42.86792(N)    092 25 29.14580(W)     ADJUSTED  
 BK2678* NAVD 88     -                                                        
 BK2678  ___________________________________________________________________
 BK2678  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BK2678  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK2678
 BK2678  HORZ ORDER  -  THIRD
 BK2678
 BK2678.The horizontal coordinates were established by classical geodetic methods
 BK2678.and adjusted by the National Geodetic Survey in January 1993..
 BK2678
 BK2678
 BK2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2678
 BK2678.The geoid height was determined by GEOID03.
 BK2678
 BK2678;                    North         East     Units Scale Factor Converg.
 BK2678;SPC LA S     -   253,072.215   895,523.503   MT  1.00001765   -0 32 44.6
 BK2678;SPC LA S     -   830,287.76  2,938,063.36   sFT  1.00001765   -0 32 44.6
 BK2678;UTM  15      - 3,405,204.234   555,042.561   MT  0.99963737   +0 17 39.7
 BK2678
 BK2678                          SUPERSEDED SURVEY CONTROL
 BK2678
 BK2678  NAD 83(1986)-  30 46 42.88852(N)    092 25 29.13947(W) AD(       ) 4
 BK2678  NAD 27      -  30 46 42.18476(N)    092 25 28.65817(W) AD(       ) 3
 BK2678
 BK2678.Superseded values are not recommended for survey control.
 BK2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2678.See file dsdata.txt to determine how the superseded data were derived.
 BK2678
 BK2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5504305204(NAD 83)
 BK2678_MARKER: 53 = ELEVATED TANK
 BK2678
 BK2678  HISTORY     - Date     Condition        Report By
 BK2678  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2678
 BK2678                          STATION DESCRIPTION
 BK2678
 BK2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2678'THE VENT AT THE TOP CENTER OF THE PINE PRAIRIE MUNICIPAL
 BK2678'WATER TANK, LOCATED ABOUT 300 FEET EAST OF STATE HIGHWAY 13
 BK2678'AND AT THE SOUTH EDGE OF THE PINE PRAIRIE CITY LIMITS.  THE
 BK2678'TANK IS PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED TUBULAR
 BK2678'STEEL STRUCTURE AND IS 150 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4138 ***********************************************************************
 BJ4138  DESIGNATION -  PINE S CEN BELL MICROWAVE
 BJ4138  PID         -  BJ4138
 BJ4138  STATE/COUNTY-  LA/WASHINGTON
 BJ4138  USGS QUAD   -  PINE (1983)
 BJ4138
 BJ4138                         *CURRENT SURVEY CONTROL
 BJ4138  ___________________________________________________________________
 BJ4138* NAD 83(1992)-  30 55 12.42190(N)    090 00 44.45268(W)     ADJUSTED  
 BJ4138* NAVD 88     -                                                        
 BJ4138  ___________________________________________________________________
 BJ4138  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BJ4138  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BJ4138
 BJ4138  HORZ ORDER  -  THIRD
 BJ4138
 BJ4138.The horizontal coordinates were established by classical geodetic methods
 BJ4138.and adjusted by the National Geodetic Survey in May 1994..
 BJ4138
 BJ4138
 BJ4138.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4138
 BJ4138.The geoid height was determined by GEOID03.
 BJ4138
 BJ4138;                    North         East     Units Scale Factor Converg.
 BJ4138;SPC LA S     -   268,995.441 1,126,268.827   MT  1.00005422   +0 39 37.8
 BJ4138;SPC LA S     -   882,529.21  3,695,100.31   sFT  1.00005422   +0 39 37.8
 BJ4138;SPC MS W     -   157,464.825   730,679.538   MT  0.99996161   +0 09 53.8
 BJ4138;SPC MS W     -   516,615.85  2,397,237.78   sFT  0.99996161   +0 09 53.8
 BJ4138;UTM  15      - 3,424,576.222   785,518.361   MT  1.00060572   +1 32 10.4
 BJ4138;UTM  16      - 3,424,639.806   212,120.514   MT  1.00062242   -1 32 56.2
 BJ4138
 BJ4138                          SUPERSEDED SURVEY CONTROL
 BJ4138
 BJ4138  NAD 83(1992)-  30 55 12.43132(N)    090 00 44.45000(W) AD(       ) 4
 BJ4138  NAD 83(1986)-  30 55 12.43625(N)    090 00 44.44921(W) AD(       ) 4
 BJ4138  NAD 27      -  30 55 11.77757(N)    090 00 44.15333(W) AD(       ) 3
 BJ4138
 BJ4138.Superseded values are not recommended for survey control.
 BJ4138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4138.See file dsdata.txt to determine how the superseded data were derived.
 BJ4138
 BJ4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8551824576(NAD 83)
 BJ4138
 BJ4138  HISTORY     - Date     Condition        Report By
 BJ4138  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4138
 BJ4138                          STATION DESCRIPTION
 BJ4138
 BJ4138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4138'SOUTH CENTRAL BELL TELEPHONE COMPANY MICROWAVE KLV45 IS LOCATED
 BJ4138'INSIDE A FENCED AREA, ON COMPANY GROUNDS, ABOUT 0.2 MILE NORTH OF
 BJ4138'STATE HIGHWAYS 62 AND 424 JUNCTION, 1 MILE NORTH OF PINE AND
 BJ4138'ABOUT 200 FEET EAST OF A NORTH-SOUTH ROAD.
 BJ4138'
 BJ4138'A 4-STEEL CHANNEL LEGGED STRUCTURE, 150 FEET IN HEIGHT, GREY IN COLOR
 BJ4138'AND HAS A RED LIGHT AND 4 LARGE VOICE MIRRORS MOUNTED AT TOP.
 BJ4138'
 BJ4138'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0524 ***********************************************************************
 CQ0524  DESIGNATION -  PINES BOLT
 CQ0524  PID         -  CQ0524
 CQ0524  STATE/COUNTY-  LA/OUACHITA
 CQ0524  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0524
 CQ0524                         *CURRENT SURVEY CONTROL
 CQ0524  ___________________________________________________________________
 CQ0524* NAD 83(1986)-  32 27 12.     (N)    092 03 04.     (W)     SCALED    
 CQ0524* NAVD 88     -        21.03   (+/-2cm)      69.0    (feet)  VERTCON   
 CQ0524  ___________________________________________________________________
 CQ0524  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0524
 CQ0524  VERT ORDER  -  ? (See Below)
 CQ0524
 CQ0524.The horizontal coordinates were scaled from a topographic map and have
 CQ0524.an estimated accuracy of +/- 6 seconds.
 CQ0524
 CQ0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0524.The vertical order pertains to the NGVD 29 superseded value.
 CQ0524
 CQ0524.The geoid height was determined by GEOID03.
 CQ0524
 CQ0524;                    North         East    Units  Estimated Accuracy
 CQ0524;SPC LA N     -   216,670.    1,042,210.      MT  (+/- 180 meters Scaled)
 CQ0524
 CQ0524                          SUPERSEDED SURVEY CONTROL
 CQ0524
 CQ0524  NGVD 29 (??/??/??)   21.068  (m)           69.12   (f) ADJUSTED    ?  
 CQ0524
 CQ0524.Superseded values are not recommended for survey control.
 CQ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0524.See file dsdata.txt to determine how the superseded data were derived.
 CQ0524
 CQ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR891910(NAD 83)
 CQ0524_MARKER: B = BOLT
 CQ0524_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0524_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0524
 CQ0524  HISTORY     - Date     Condition        Report By
 CQ0524  HISTORY     - UNK      MONUMENTED       DOD
 CQ0524  HISTORY     - 1934     GOOD             CGS
 CQ0524
 CQ0524                          STATION DESCRIPTION
 CQ0524
 CQ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0524'4.5 MI SE FROM MONROE.
 CQ0524'4-1/2 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM MONROE, OUACHITA
 CQ0524'PARISH, ABOUT 420 FEET SOUTHEAST OF THE PINE GROVE SERVICE STATION, 35
 CQ0524'FEET FROM THE CENTER OF THE JUNCTION OF FONDALE ROAD, ABOUT 530 FEET
 CQ0524'SOUTH OF A 26-INCH PINE TREE, 216 FEET SOUTHEAST OF A 24-INCH PINE
 CQ0524'TREE, 166 FEET NORTH OF A 24-INCH PINE TREE, ABOUT 180 FEET SOUTHEAST
 CQ0524'OF A 22-INCH PINE TREE, AND AT THE NORTH RIGHT-OF-WAY FENCE. A COPPER
 CQ0524'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 CQ0524'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE
 CQ0524'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0525 ***********************************************************************
 CQ0525  DESIGNATION -  PINES CAP
 CQ0525  PID         -  CQ0525
 CQ0525  STATE/COUNTY-  LA/OUACHITA
 CQ0525  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0525
 CQ0525                         *CURRENT SURVEY CONTROL
 CQ0525  ___________________________________________________________________
 CQ0525* NAD 83(1986)-  32 27 12.     (N)    092 03 04.     (W)     SCALED    
 CQ0525* NAVD 88     -        22.27   (+/-2cm)      73.1    (feet)  VERTCON   
 CQ0525  ___________________________________________________________________
 CQ0525  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0525
 CQ0525  VERT ORDER  -  ? (See Below)
 CQ0525
 CQ0525.The horizontal coordinates were scaled from a topographic map and have
 CQ0525.an estimated accuracy of +/- 6 seconds.
 CQ0525
 CQ0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0525.The vertical order pertains to the NGVD 29 superseded value.
 CQ0525
 CQ0525.The geoid height was determined by GEOID03.
 CQ0525
 CQ0525;                    North         East    Units  Estimated Accuracy
 CQ0525;SPC LA N     -   216,670.    1,042,210.      MT  (+/- 180 meters Scaled)
 CQ0525
 CQ0525                          SUPERSEDED SURVEY CONTROL
 CQ0525
 CQ0525  NGVD 29 (??/??/??)   22.309  (m)           73.19   (f) ADJUSTED    ?  
 CQ0525
 CQ0525.Superseded values are not recommended for survey control.
 CQ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0525.See file dsdata.txt to determine how the superseded data were derived.
 CQ0525
 CQ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR891910(NAD 83)
 CQ0525_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0525_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0525
 CQ0525  HISTORY     - Date     Condition        Report By
 CQ0525  HISTORY     - UNK      MONUMENTED       DOD
 CQ0525  HISTORY     - 1934     GOOD             CGS
 CQ0525
 CQ0525                          STATION DESCRIPTION
 CQ0525
 CQ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0525'4.5 MI SE FROM MONROE.
 CQ0525'4-1/2 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM MONROE, OUACHITA
 CQ0525'PARISH, ABOUT 420 FEET SOUTHEAST OF THE PINE GROVE SERVICE STATION, 35
 CQ0525'FEET FROM THE CENTER OF THE JUNCTION OF FONDALE ROAD, ABOUT 530 FEET
 CQ0525'SOUTH OF A 26-INCH PINE TREE, 216 FEET SOUTHEAST OF A 24-INCH PINE
 CQ0525'TREE, 166 FEET NORTH OF A 24-INCH PINE TREE, ABOUT 180 FEET SOUTHEAST
 CQ0525'OF A 22-INCH PINE TREE, AND AT THE NORTH RIGHT-OF-WAY FENCE. AN IRON
 CQ0525'PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CQ0525'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2596 ***********************************************************************
 CQ2596  DESIGNATION -  PINES RESET
 CQ2596  PID         -  CQ2596
 CQ2596  STATE/COUNTY-  LA/OUACHITA
 CQ2596  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2596
 CQ2596                         *CURRENT SURVEY CONTROL
 CQ2596  ___________________________________________________________________
 CQ2596* NAD 83(1986)-  32 27 12.     (N)    092 03 04.     (W)     SCALED    
 CQ2596* NAVD 88     -        22.007  (meters)      72.20   (feet)  ADJUSTED  
 CQ2596  ___________________________________________________________________
 CQ2596  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2596  DYNAMIC HT  -          21.983 (meters)      72.12  (feet)  COMP
 CQ2596  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CQ2596
 CQ2596  VERT ORDER  -  SECOND    CLASS I
 CQ2596
 CQ2596.The horizontal coordinates were scaled from a topographic map and have
 CQ2596.an estimated accuracy of +/- 6 seconds.
 CQ2596
 CQ2596.The orthometric height was determined by differential leveling
 CQ2596.and adjusted by the National Geodetic Survey in May 1997..
 CQ2596
 CQ2596.The geoid height was determined by GEOID03.
 CQ2596
 CQ2596.The dynamic height is computed by dividing the NAVD 88
 CQ2596.geopotential number by the normal gravity value computed on the
 CQ2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2596.degrees latitude (g = 980.6199 gals.).
 CQ2596
 CQ2596.The modeled gravity was interpolated from observed gravity values.
 CQ2596
 CQ2596;                    North         East    Units  Estimated Accuracy
 CQ2596;SPC LA N     -   216,670.    1,042,210.      MT  (+/- 180 meters Scaled)
 CQ2596
 CQ2596                          SUPERSEDED SURVEY CONTROL
 CQ2596
 CQ2596.No superseded survey control is available for this station.
 CQ2596
 CQ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR891910(NAD 83)
 CQ2596_MARKER: DB = BENCH MARK DISK
 CQ2596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2596_SP_SET: STAINLESS STEEL ROD
 CQ2596_STAMPING: PBM PINES RESET 1983
 CQ2596_MARK LOGO: NGS   
 CQ2596_PROJECTION: FLUSH
 CQ2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2596_ROD/PIPE-DEPTH: 4.57 meters
 CQ2596
 CQ2596  HISTORY     - Date     Condition        Report By
 CQ2596  HISTORY     - 1983     MONUMENTED       LADTD
 CQ2596  HISTORY     - 1990     GOOD             USPSQD
 CQ2596  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ2596  HISTORY     - 19910423 GOOD             USPSQD
 CQ2596
 CQ2596                          STATION DESCRIPTION
 CQ2596
 CQ2596'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2596'9.7 KM (6 MI) SE FROM MONROE.
 CQ2596'ABOUT 3.2 KM (2 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2596'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG NUTLAND
 CQ2596'ROAD, THENCE 2.8 KM (1.75 MILES) SOUTHEAST ALONG STATE HIGHWAY 15, IN
 CQ2596'SECTION 15, T 17 N, R 4 E, AT PINE GROVE AND AT THE INTERSECTION OF
 CQ2596'THE HIGHWAY AND STATE HIGHWAY 841, 14.8 METERS (48.5 FEET) NORTHEAST
 CQ2596'OF THE CENTER OF THE JUNCTION OF HIGHWAYS 15 AND 841, 10.1 METERS (33
 CQ2596'FEET) NORTHEAST OF THE CENTER OF HIGHWAY 15, 5.9 METERS (19.5 FEET)
 CQ2596'SOUTH OF THE SOUTHEAST CORNER OF A SMALL STORE, 3 METERS (10 FEET)
 CQ2596'SOUTH-SOUTHEAST OF A POWER POLE WITH WITNESS SIGN ATTACHED.
 CQ2596'THE MARK IS 2.90 METERS  SE FROM  TELEPHONE REPAIR BOX
 CQ2596'THE MARK IS ABOVE LEVEL WITH HIGHWAY 15.
 CQ2596
 CQ2596                          STATION RECOVERY (1990)
 CQ2596
 CQ2596'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2596'RECOVERED IN GOOD CONDITION.
 CQ2596
 CQ2596                          STATION RECOVERY (1991)
 CQ2596
 CQ2596'RECOVERY NOTE BY US POWER SQUADRON 1991 (GW)
 CQ2596'MARK NOT FOUND.
 CQ2596
 CQ2596                          STATION RECOVERY (1991)
 CQ2596
 CQ2596'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2659 ***********************************************************************
 BX2659  DESIGNATION -  PINEVILLE ALPINE TV MAST
 BX2659  PID         -  BX2659
 BX2659  STATE/COUNTY-  LA/RAPIDES
 BX2659  USGS QUAD   -  ALEXANDRIA (1992)
 BX2659
 BX2659                         *CURRENT SURVEY CONTROL
 BX2659  ___________________________________________________________________
 BX2659* NAD 83(1992)-  31 21 22.09715(N)    092 23 12.30693(W)     ADJUSTED  
 BX2659* NAVD 88     -                                                        
 BX2659  ___________________________________________________________________
 BX2659  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BX2659  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX2659
 BX2659  HORZ ORDER  -  THIRD
 BX2659
 BX2659.The horizontal coordinates were established by classical geodetic methods
 BX2659.and adjusted by the National Geodetic Survey in January 1993..
 BX2659
 BX2659
 BX2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2659
 BX2659.The geoid height was determined by GEOID03.
 BX2659
 BX2659;                    North         East     Units Scale Factor Converg.
 BX2659;SPC LA N     -    94,930.970 1,010,774.863   MT  0.99996244   +0 03 35.5
 BX2659;SPC LA N     -   311,452.69  3,316,183.86   sFT  0.99996244   +0 03 35.5
 BX2659;UTM  15      - 3,469,234.499   558,326.187   MT  0.99964196   +0 19 08.8
 BX2659
 BX2659                          SUPERSEDED SURVEY CONTROL
 BX2659
 BX2659  NAD 83(1986)-  31 21 22.11660(N)    092 23 12.30235(W) AD(       ) 4
 BX2659  NAD 27      -  31 21 21.46266(N)    092 23 11.81203(W) AD(       ) 3
 BX2659
 BX2659.Superseded values are not recommended for survey control.
 BX2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2659.See file dsdata.txt to determine how the superseded data were derived.
 BX2659
 BX2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5832669234(NAD 83)
 BX2659_MARKER: 42 = RADIO/TV MAST
 BX2659
 BX2659  HISTORY     - Date     Condition        Report By
 BX2659  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2659  HISTORY     - 19930612 GOOD             USPSQD
 BX2659
 BX2659                          STATION DESCRIPTION
 BX2659
 BX2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2659'THE STATION IS THE TOP-CENTER OF THE MAST.  IT IS LOCATED
 BX2659'ABOUT 3 MILES NORTHEAST OF PINEVILLE, 1/2 MILE SOUTH OF THE
 BX2659'PINECREST STATE SCHOOL AND 0.15 MILE SOUTH OF DONOHUE FERRY ROAD.
 BX2659'
 BX2659'TO REACH FROM THE POST OFFICE IN PINEVILLE GO NORTH ON
 BX2659'U.S. HIGHWAY 165 FOR 0.5 MILE TO FORK (HIGHWAY 165 TURNS LEFT AT
 BX2659'THIS POINT), TAKE RIGHT FORK AND CONTINUE STRAIGHT AHEAD ON
 BX2659'DONOHUE FERRY ROAD FOR 1.2 MILES TO OVERPASS ACROSS FOUR-LANE
 BX2659'HIGHWAY, CONTINUE ON DONOHUE FERRY ROAD, EASTERLY, FOR 1.4
 BX2659'TO FORK, TAKE RIGHT FORK AND CONTINUE ON DONOHUE FERRY ROAD
 BX2659'FOR 1.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON GRADED
 BX2659'ROAD FOR 0.15 MILE TO MAST IN FENCED IN AREA.
 BX2659'
 BX2659'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, PAINTED
 BX2659'ALTERNATELY RED AND WHITE, WITH SEVERAL ANTENNAE AT DIFFERENT
 BX2659'ELEVATIONS AND HAS AN OVERALL HEIGHT OF 400 FEET.
 BX2659
 BX2659                          STATION RECOVERY (1993)
 BX2659
 BX2659'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0615 ***********************************************************************
 BX0615  DESIGNATION -  PINEVILLE AZ RESET 1972
 BX0615  PID         -  BX0615
 BX0615  STATE/COUNTY-  LA/RAPIDES
 BX0615  USGS QUAD   -  ALEXANDRIA (1992)
 BX0615
 BX0615                         *CURRENT SURVEY CONTROL
 BX0615  ___________________________________________________________________
 BX0615* NAD 83(1986)-  31 19 40.     (N)    092 25 42.     (W)     SCALED    
 BX0615* NAVD 88     -        32.80   (+/-2cm)     107.6    (feet)  VERTCON   
 BX0615  ___________________________________________________________________
 BX0615  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX0615
 BX0615  VERT ORDER  -  THIRD (See Below)
 BX0615
 BX0615.The horizontal coordinates were scaled from a topographic map and have
 BX0615.an estimated accuracy of +/- 6 seconds.
 BX0615
 BX0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0615.The vertical order pertains to the NGVD 29 superseded value.
 BX0615
 BX0615.The geoid height was determined by GEOID03.
 BX0615
 BX0615;                    North         East    Units  Estimated Accuracy
 BX0615;SPC LA N     -    91,780.    1,006,820.      MT  (+/- 180 meters Scaled)
 BX0615
 BX0615                          SUPERSEDED SURVEY CONTROL
 BX0615
 BX0615  NGVD 29 (??/??/??)   32.78   (m)          107.5    (f) RESET       3  
 BX0615
 BX0615.Superseded values are not recommended for survey control.
 BX0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0615.See file dsdata.txt to determine how the superseded data were derived.
 BX0615
 BX0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ543660(NAD 83)
 BX0615_MARKER: DZ = AZIMUTH MARK DISK
 BX0615_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0615_SP_SET: 3.5 FEET
 BX0615_STAMPING: PINEVILLE 1934 RESET 1972
 BX0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0615
 BX0615  HISTORY     - Date     Condition        Report By
 BX0615  HISTORY     - 1972     MONUMENTED       NGS
 BX0615  HISTORY     - 19930612 GOOD             USPSQD
 BX0615
 BX0615                          STATION DESCRIPTION
 BX0615
 BX0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BX0615'0.55 MI NE FROM PINEVILLE.
 BX0615'LOCATED AT THE WEST ENTRANCE TO THE LOUISIANA COLLEGE IN PINEVILLE, AT
 BX0615'THE SOUTHWEST CORNER OF THE PROPERTY OWNED BY THE FIRST METHODIST
 BX0615'CHURCH, AT THE NORTHEAST ANGLE OF THE INTERSECTION OF COLLEGE DRIVE
 BX0615'AND MAIN STREET AT THE SOUTHEAST CORNER OF THE NORTH PILLAR OF THE
 BX0615'NORTH ARCH OVER THE SIDEWALK.  IT IS 24.5 FEET NORTH OF THE WEST BOUND
 BX0615'LANE OF COLLEGE AVE., 91.7 FEET EAST OF THE CENTER OF MAIN STREET, 3.2
 BX0615'FEET WEST OF THE WEST EDGE OF THE SIDEWALK LEADING TO THE CHURCH, 61.4
 BX0615'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH WING OF THE
 BX0615'CHURCH, 1 FOOT EAST OF THE SOUTHEAST CORNER OF THE PILLAR, 1 FOOT
 BX0615'NORTH OF THE NORTH EDGE OF THE SIDEWALK.  IT IS A BENCH MARK DISK
 BX0615'CRIMPED ON THE TOP OF A 3.5 FEET SECTION OF COPPER WELD ROD FASTENED
 BX0615'TO A 10-INCH SQUARE STEEL PLATE ENCASED IN A 4 INCH IRON PIPE
 BX0615'PROJECTING ABOUT 2 INCHES.
 BX0615
 BX0615                          STATION RECOVERY (1993)
 BX0615
 BX0615'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2644 ***********************************************************************
 BX2644  DESIGNATION -  PINEVILLE BASE HOSP 27 STK
 BX2644  PID         -  BX2644
 BX2644  STATE/COUNTY-  LA/RAPIDES
 BX2644  USGS QUAD   -  ALEXANDRIA (1992)
 BX2644
 BX2644                         *CURRENT SURVEY CONTROL
 BX2644  ___________________________________________________________________
 BX2644* NAD 83(1992)-  31 21 08.69922(N)    092 26 14.39309(W)     ADJUSTED  
 BX2644* NAVD 88     -                                                        
 BX2644  ___________________________________________________________________
 BX2644  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BX2644  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX2644
 BX2644  HORZ ORDER  -  THIRD
 BX2644
 BX2644.The horizontal coordinates were established by classical geodetic methods
 BX2644.and adjusted by the National Geodetic Survey in January 1993..
 BX2644
 BX2644
 BX2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2644
 BX2644.The geoid height was determined by GEOID03.
 BX2644
 BX2644;                    North         East     Units Scale Factor Converg.
 BX2644;SPC LA N     -    94,514.439 1,005,962.773   MT  0.99996307   +0 01 59.3
 BX2644;SPC LA N     -   310,086.12  3,300,396.20   sFT  0.99996307   +0 01 59.3
 BX2644;UTM  15      - 3,468,796.326   553,517.592   MT  0.99963533   +0 17 33.9
 BX2644
 BX2644                          SUPERSEDED SURVEY CONTROL
 BX2644
 BX2644  NAD 83(1986)-  31 21 08.71872(N)    092 26 14.38877(W) AD(       ) 4
 BX2644  NAD 27      -  31 21 08.06355(N)    092 26 13.89536(W) AD(       ) 3
 BX2644
 BX2644.Superseded values are not recommended for survey control.
 BX2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2644.See file dsdata.txt to determine how the superseded data were derived.
 BX2644
 BX2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5351868796(NAD 83)
 BX2644_MARKER: 63 = STACK
 BX2644
 BX2644  HISTORY     - Date     Condition        Report By
 BX2644  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2644  HISTORY     - 1959     GOOD             CGS
 BX2644  HISTORY     - 19930612 GOOD             USPSQD
 BX2644
 BX2644                          STATION DESCRIPTION
 BX2644
 BX2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2644'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BX2644'VISITED 10-13-59 AND WAS FOUND IN GOOD CONDITION.  THE U.S. BASE
 BX2644'HOSPITAL IS NOW KNOWN AS THE ALEXANDRIA VETERANS HOSPITAL.  THE
 BX2644'STATION IS A CONCRETE STACK ABOUT 100 FEET HIGH LOCATED AT THE
 BX2644'SOUTH END OF THE BOILER ROOM OF THE HOSPITAL.  TO REACH THE
 BX2644'STATION FROM THE POST OFFICE AT PINEVILLE, GO NORTH ON BUSINESS
 BX2644'ROUTE 165 FOR 1.25 MILE TO THE JUNCTION WITH STATE HIGHWAY 180,
 BX2644'TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 180 FOR 0.6 MILE
 BX2644'TO THE JUNCTION WITH U.S. HIGHWAY 165, CROSS THIS HIGHWAY AND
 BX2644'CONTINUE NORTHWEST FOR 0.1 MILE TO THE JUNCTION WITH U.S.
 BX2644'HIGHWAY 167 AND 71, TURN RIGHT AND GO NORTHWEST FOR 0.7 MILE TO
 BX2644'THE ENTRANCE TO THE VETERANS HOSPITAL ON THE LEFT, TURN LEFT INTO
 BX2644'THE HOSPITAL GROUNDS AND GO SOUTHWEST FOR 0.1 MILE TO A T
 BX2644'INTERSECTION, TURN LEFT AND GO 0.1 MILE TO A SIDE STREET
 BX2644'RIGHT, TURN RIGHT FOR ABOUT 100 YARDS TO THE STACK ON THE RIGHT.
 BX2644
 BX2644                          STATION RECOVERY (1993)
 BX2644
 BX2644'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2646 ***********************************************************************
 BX2646  DESIGNATION -  PINEVILLE BASE HOSP 27 TANK
 BX2646  PID         -  BX2646
 BX2646  STATE/COUNTY-  LA/RAPIDES
 BX2646  USGS QUAD   -  ALEXANDRIA (1992)
 BX2646
 BX2646                         *CURRENT SURVEY CONTROL
 BX2646  ___________________________________________________________________
 BX2646* NAD 83(1992)-  31 21 19.73436(N)    092 26 24.87429(W)     ADJUSTED  
 BX2646* NAVD 88     -                                                        
 BX2646  ___________________________________________________________________
 BX2646  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BX2646  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BX2646
 BX2646  HORZ ORDER  -  THIRD
 BX2646
 BX2646.The horizontal coordinates were established by classical geodetic methods
 BX2646.and adjusted by the National Geodetic Survey in January 1993..
 BX2646
 BX2646
 BX2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2646
 BX2646.The geoid height was determined by GEOID03.
 BX2646
 BX2646;                    North         East     Units Scale Factor Converg.
 BX2646;SPC LA N     -    94,854.139 1,005,685.568   MT  0.99996255   +0 01 53.7
 BX2646;SPC LA N     -   311,200.62  3,299,486.73   sFT  0.99996255   +0 01 53.7
 BX2646;UTM  15      - 3,469,134.655   553,238.942   MT  0.99963496   +0 17 28.6
 BX2646
 BX2646                          SUPERSEDED SURVEY CONTROL
 BX2646
 BX2646  NAD 83(1986)-  31 21 19.75391(N)    092 26 24.86997(W) AD(       ) 4
 BX2646  NAD 27      -  31 21 19.09941(N)    092 26 24.37719(W) AD(       ) 3
 BX2646
 BX2646.Superseded values are not recommended for survey control.
 BX2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2646.See file dsdata.txt to determine how the superseded data were derived.
 BX2646
 BX2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5323969135(NAD 83)
 BX2646_MARKER: 53 = ELEVATED TANK
 BX2646
 BX2646  HISTORY     - Date     Condition        Report By
 BX2646  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2646  HISTORY     - 1959     GOOD             CGS
 BX2646  HISTORY     - 1969     GOOD             CGS
 BX2646  HISTORY     - 19930612 GOOD             USPSQD
 BX2646
 BX2646                          STATION DESCRIPTION
 BX2646
 BX2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2646'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION
 BX2646'WAS VISITED 10-13-59 AND WAS FOUND IN GOOD CONDITION.
 BX2646'THE U.S. BASE HOSPITAL IS NOW CALLED THE ALEXANDRIA VETERANS
 BX2646'HOSPITAL.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK
 BX2646'ON ITS TOP.  IT IS LOCATED IN THE NORTHWEST SECTION OF THE
 BX2646'HOSPITAL GROUNDS.  IT IS ABOUT 100 FEET HIGH AND HAS A BALL ON
 BX2646'THE TOP.  TO REACH FROM THE POST OFFICE IN PINEVILLE, GO NORTH
 BX2646'ON U.S. BUSINEES ROUTE 165 FOR 1.25 MILES TO THE JUNCTION WITH
 BX2646'STATE HIGHWAY 180, TURN LEFT AND GO NORTHWEST ON STATE
 BX2646'HIGHWAY 180 FOR 0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 BX2646'165, CROSS THIS HIGHWAY AND CONTINUE NORTHWEST FOR 0.1 MILE
 BX2646'TO THE JUNCTION WITH U.S. HIGHWAY 167 AND 71, TURN RIGHT AND GO
 BX2646'NORTH ON U.S.  HIGHWAYS 167 AND 71 FOR 0.7 MILE TO THE
 BX2646'ENTRANCE TO THE VETERANS HOSPITAL, TURN LEFT AND GO SOUTHWEST
 BX2646'FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO NORTH THEN WEST
 BX2646'AROUND THE BUILDING FOR 0.25 MILE, KEEP STRAIGHT AHEAD FOR
 BX2646'100 YARDS TO THE WATER TANK ON THE LEFT.
 BX2646
 BX2646                          STATION RECOVERY (1969)
 BX2646
 BX2646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2646'STATION WAS RECOVERED AS DESCRIBED BY A.K. HANSEN.
 BX2646
 BX2646                          STATION RECOVERY (1993)
 BX2646
 BX2646'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2648 ***********************************************************************
 BX2648  DESIGNATION -  PINEVILLE CAMP BEAUREGARD TK
 BX2648  PID         -  BX2648
 BX2648  STATE/COUNTY-  LA/RAPIDES
 BX2648  USGS QUAD   -  ALEXANDRIA (1992)
 BX2648
 BX2648                         *CURRENT SURVEY CONTROL
 BX2648  ___________________________________________________________________
 BX2648* NAD 83(1992)-  31 22 22.40982(N)    092 23 53.35980(W)     ADJUSTED  
 BX2648* NAVD 88     -                                                        
 BX2648  ___________________________________________________________________
 BX2648  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BX2648  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX2648
 BX2648  HORZ ORDER  -  THIRD
 BX2648
 BX2648.The horizontal coordinates were established by classical geodetic methods
 BX2648.and adjusted by the National Geodetic Survey in January 1993..
 BX2648
 BX2648
 BX2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2648
 BX2648.The geoid height was determined by GEOID03.
 BX2648
 BX2648;                    North         East     Units Scale Factor Converg.
 BX2648;SPC LA N     -    96,787.379 1,009,688.137   MT  0.99995964   +0 03 13.8
 BX2648;SPC LA N     -   317,543.26  3,312,618.50   sFT  0.99995964   +0 03 13.8
 BX2648;UTM  15      - 3,471,085.377   557,231.419   MT  0.99964040   +0 18 48.0
 BX2648
 BX2648                          SUPERSEDED SURVEY CONTROL
 BX2648
 BX2648  NAD 83(1986)-  31 22 22.42920(N)    092 23 53.35527(W) AD(       ) 4
 BX2648  NAD 27      -  31 22 21.77666(N)    092 23 52.86565(W) AD(       ) 3
 BX2648
 BX2648.Superseded values are not recommended for survey control.
 BX2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2648.See file dsdata.txt to determine how the superseded data were derived.
 BX2648
 BX2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5723171085(NAD 83)
 BX2648_MARKER: 53 = ELEVATED TANK
 BX2648
 BX2648  HISTORY     - Date     Condition        Report By
 BX2648  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2648  HISTORY     - 1959     GOOD             CGS
 BX2648  HISTORY     - 1969     GOOD             CGS
 BX2648  HISTORY     - 19930612 GOOD             USPSQD
 BX2648
 BX2648                          STATION DESCRIPTION
 BX2648
 BX2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2648'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BX2648'VISITED 10-13-59 AND WAS FOUND IN GOOD CONDITION.  CAMP
 BX2648'BEAURGARD IN NOW ACTIVE ONLY TO THE EXTENT THAT IT IS USED
 BX2648'BY THE NATIONAL GUARD.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BX2648'WITH A TANK ON TOP WITH AN OVERALL HEIGHT OF 100 FEET, IT
 BX2648'IS PAINTED A CHECKED RED AND WHITE.  IT IS 40 FEET WEST
 BX2648'OF A NORTH-SOUTH STREET AND 140 FEET NORTH OF AN EAST-WEST
 BX2648'STREET.  TO REACH FROM THE POST OFFICE IN PINEVILLE, GO
 BX2648'NORTH ON BUSINESS ROUTE 165 FOR 3.2 MILES TO THE JUNCTION
 BX2648'WITH U.S. HIGHWAY 165 AT KINGSVILLE, TURN RIGHT AND GO
 BX2648'NORTHEAST ON U.S. HIGHWAY 165 FOR 0.3 MILE TO A SIDE ROAD
 BX2648'RIGHT, TURN RIGHT AND GO 0.25 MILE TO THE ENTRANCE TO THE
 BX2648'CAMP, CONTINUE EAST FOR 0.55 MILE TO THE TOP OF A HILL AND
 BX2648'THE STATION ON THE LEFT.
 BX2648
 BX2648                          STATION RECOVERY (1969)
 BX2648
 BX2648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2648'STATION WAS RECOVERED AS DESCRIBED BY A.K. HANSEN.
 BX2648
 BX2648                          STATION RECOVERY (1993)
 BX2648
 BX2648'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2668 ***********************************************************************
 BX2668  DESIGNATION -  PINEVILLE CEN LA HOSP NE TANK
 BX2668  PID         -  BX2668
 BX2668  STATE/COUNTY-  LA/RAPIDES
 BX2668  USGS QUAD   -  ALEXANDRIA (1992)
 BX2668
 BX2668                         *CURRENT SURVEY CONTROL
 BX2668  ___________________________________________________________________
 BX2668* NAD 83(1992)-  31 19 42.69775(N)    092 26 07.59386(W)     ADJUSTED  
 BX2668* NAVD 88     -                                                        
 BX2668  ___________________________________________________________________
 BX2668  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BX2668  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2668
 BX2668  HORZ ORDER  -  THIRD
 BX2668
 BX2668.The horizontal coordinates were established by classical geodetic methods
 BX2668.and adjusted by the National Geodetic Survey in January 1993..
 BX2668
 BX2668
 BX2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2668
 BX2668.The geoid height was determined by GEOID03.
 BX2668
 BX2668;                    North         East     Units Scale Factor Converg.
 BX2668;SPC LA N     -    91,865.904 1,006,144.054   MT  0.99996724   +0 02 02.9
 BX2668;SPC LA N     -   301,396.72  3,300,990.95   sFT  0.99996724   +0 02 02.9
 BX2668;UTM  15      - 3,466,149.511   553,710.804   MT  0.99963558   +0 17 36.8
 BX2668
 BX2668                          SUPERSEDED SURVEY CONTROL
 BX2668
 BX2668  NAD 83(1986)-  31 19 42.71720(N)    092 26 07.58945(W) AD(       ) 4
 BX2668  NAD 27      -  31 19 42.05809(N)    092 26 07.09793(W) AD(       ) 3
 BX2668
 BX2668.Superseded values are not recommended for survey control.
 BX2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2668.See file dsdata.txt to determine how the superseded data were derived.
 BX2668
 BX2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5371166150(NAD 83)
 BX2668_MARKER: 53 = ELEVATED TANK
 BX2668
 BX2668  HISTORY     - Date     Condition        Report By
 BX2668  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2668  HISTORY     - 19930612 GOOD             USPSQD
 BX2668
 BX2668                          STATION DESCRIPTION
 BX2668
 BX2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2668'THE LIGHT ON TOP OF THE PINEVILLE CENTRAL LOUISIANA HOSPITAL
 BX2668'NORTHEAST WATER TANK.  IT IS STRUCTURAL STEEL HAVING FOUR LEGS
 BX2668'AND A TANK ON TOP, IT IS PAINTED SILVER AND IS ABOUT 130 FEET
 BX2668'HIGH.
 BX2668'
 BX2668'TO REACH FROM THE POST OFFICE IN PINEVILLE, GO EASTERLY ON
 BX2668'SHAMROCK STREET FOR 0.3 MILE TO THE HOSPITAL ENTERANCE, PASS
 BX2668'THRU GATE AND TURN RIGHT ON AZALEA ROAD AND GO NORTHEASTERLY
 BX2668'FOR 0.2 MILE TO HILL AND TANK IN BACK OF HOUSE ON THE HIGHEST
 BX2668'PART OF HILL.
 BX2668
 BX2668                          STATION RECOVERY (1993)
 BX2668
 BX2668'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2665 ***********************************************************************
 BX2665  DESIGNATION -  PINEVILLE E MUN TANK
 BX2665  PID         -  BX2665
 BX2665  STATE/COUNTY-  LA/RAPIDES
 BX2665  USGS QUAD   -  ALEXANDRIA (1992)
 BX2665
 BX2665                         *CURRENT SURVEY CONTROL
 BX2665  ___________________________________________________________________
 BX2665* NAD 83(1992)-  31 19 48.99168(N)    092 25 01.59544(W)     ADJUSTED  
 BX2665* NAVD 88     -                                                        
 BX2665  ___________________________________________________________________
 BX2665  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BX2665  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BX2665
 BX2665  HORZ ORDER  -  THIRD
 BX2665
 BX2665.The horizontal coordinates were established by classical geodetic methods
 BX2665.and adjusted by the National Geodetic Survey in January 1993..
 BX2665
 BX2665
 BX2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2665
 BX2665.The geoid height was determined by GEOID03.
 BX2665
 BX2665;                    North         East     Units Scale Factor Converg.
 BX2665;SPC LA N     -    92,060.929 1,007,888.686   MT  0.99996693   +0 02 37.8
 BX2665;SPC LA N     -   302,036.56  3,306,714.80   sFT  0.99996693   +0 02 37.8
 BX2665;UTM  15      - 3,466,352.364   555,453.959   MT  0.99963793   +0 18 11.1
 BX2665
 BX2665                          SUPERSEDED SURVEY CONTROL
 BX2665
 BX2665  NAD 83(1986)-  31 19 49.01106(N)    092 25 01.59098(W) AD(       ) 4
 BX2665  NAD 27      -  31 19 48.35508(N)    092 25 01.10046(W) AD(       ) 3
 BX2665
 BX2665.Superseded values are not recommended for survey control.
 BX2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2665.See file dsdata.txt to determine how the superseded data were derived.
 BX2665
 BX2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5545466352(NAD 83)
 BX2665_MARKER: 53 = ELEVATED TANK
 BX2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2665+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BX2665
 BX2665  HISTORY     - Date     Condition        Report By
 BX2665  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2665  HISTORY     - 19990424 GOOD             USPSQD
 BX2665  HISTORY     - 20050318 GOOD             USPSQD
 BX2665
 BX2665                          STATION DESCRIPTION
 BX2665
 BX2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2665'THE BALL ON THE TOP OF THE PINEVILLE, MUNICIPAL EAST WATER
 BX2665'TANK.  IT IS STRUCTURAL STEEL HAVING EIGHT LEGS AND AN OVAL
 BX2665'TANK ON TOP, THE OVERALL HEIGHT IS ABOUT 140 FEET.  IT IS PAINTED
 BX2665'DARK GREEN.  IT IS LOCATED NEAR LOUISIANA STATE HIGHWAY 28
 BX2665'BY-PASS.  AT THE JUNCTION OF PURSER AND HARTFIELD STREETS, BY
 BX2665'THE FIRE DEPARTMENT STATION.
 BX2665
 BX2665                          STATION RECOVERY (1999)
 BX2665
 BX2665'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2665'RECOVERED IN GOOD CONDITION.
 BX2665
 BX2665                          STATION RECOVERY (2005)
 BX2665
 BX2665'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BX2665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2645 ***********************************************************************
 BX2645  DESIGNATION -  PINEVILLE LA ASYLUM STANDPIPE
 BX2645  PID         -  BX2645
 BX2645  STATE/COUNTY-  LA/RAPIDES
 BX2645  USGS QUAD   -  ALEXANDRIA (1992)
 BX2645
 BX2645                         *CURRENT SURVEY CONTROL
 BX2645  ___________________________________________________________________
 BX2645* NAD 83(1992)-  31 19 46.31091(N)    092 26 22.64253(W)     ADJUSTED  
 BX2645* NAVD 88     -                                                        
 BX2645  ___________________________________________________________________
 BX2645  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BX2645  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX2645
 BX2645  HORZ ORDER  -  THIRD
 BX2645
 BX2645.The horizontal coordinates were established by classical geodetic methods
 BX2645.and adjusted by the National Geodetic Survey in January 1993..
 BX2645
 BX2645
 BX2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2645
 BX2645.The geoid height was determined by GEOID03.
 BX2645
 BX2645;                    North         East     Units Scale Factor Converg.
 BX2645;SPC LA N     -    91,976.951 1,005,746.154   MT  0.99996706   +0 01 54.9
 BX2645;SPC LA N     -   301,761.05  3,299,685.51   sFT  0.99996706   +0 01 54.9
 BX2645;UTM  15      - 3,466,258.720   553,312.538   MT  0.99963506   +0 17 29.0
 BX2645
 BX2645                          SUPERSEDED SURVEY CONTROL
 BX2645
 BX2645  NAD 83(1986)-  31 19 46.33015(N)    092 26 22.63833(W) AD(       ) 4
 BX2645  NAD 27      -  31 19 45.67351(N)    092 26 22.14551(W) AD(       ) 3
 BX2645
 BX2645.Superseded values are not recommended for survey control.
 BX2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2645.See file dsdata.txt to determine how the superseded data were derived.
 BX2645
 BX2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5331366259(NAD 83)
 BX2645_MARKER: 52 = STANDPIPE TANK
 BX2645
 BX2645  HISTORY     - Date     Condition        Report By
 BX2645  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2645  HISTORY     - 1959     POOR             CGS
 BX2645
 BX2645                          STATION DESCRIPTION
 BX2645
 BX2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2645'NO PREVIOUS DESCRIPTION.  THE STATION WAS VISITED 10-13-59 AND
 BX2645'THE STANDPIPE WAS FOUND DISMANTLED, ONLY THE BASE REMAINING.
 BX2645'THE CENTER OF THE BASE CAN BE DETERMINED FOR USE AS A GROUND
 BX2645'STATION.  THE BASE IS A CONCRETE SLAB ON THE TOP OF A MOUND OF
 BX2645'DIRT ABOUT THREE FEET HIGHER THAN THE SURROUNDING AREA.  AN
 BX2645'8-INCH WATER MAIN STILL REMAINS AT THE EAST EDGE OF THE BASE OF
 BX2645'THE STANDPIPE.  TO REACH FROM THE POST OFFICE IN PINEVILLE, GO
 BX2645'WEST ON SHAMMROCK AVE FOR 0.3 MILE TO THE EAST ENTRANCE OF THE
 BX2645'LOUISIANA STATE ASYLUM, CONTINUE WEST FOR 0.2 MILE TO A T
 BX2645'INTERSECTION, TURN RIGHT AND GO NORTHWEST FOR 0.15 MILE TO
 BX2645'THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2641 ***********************************************************************
 BX2641  DESIGNATION -  PINEVILLE LA ST COLLEGE TANK
 BX2641  PID         -  BX2641
 BX2641  STATE/COUNTY-  LA/RAPIDES
 BX2641  USGS QUAD   -  ALEXANDRIA (1992)
 BX2641
 BX2641                         *CURRENT SURVEY CONTROL
 BX2641  ___________________________________________________________________
 BX2641* NAD 83(1992)-  31 19 30.29472(N)    092 25 28.39851(W)     ADJUSTED  
 BX2641* NAVD 88     -                                                        
 BX2641  ___________________________________________________________________
 BX2641  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BX2641  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2641
 BX2641  HORZ ORDER  -  THIRD
 BX2641
 BX2641.The horizontal coordinates were established by classical geodetic methods
 BX2641.and adjusted by the National Geodetic Survey in January 1993..
 BX2641
 BX2641
 BX2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2641
 BX2641.The geoid height was determined by GEOID03.
 BX2641
 BX2641;                    North         East     Units Scale Factor Converg.
 BX2641;SPC LA N     -    91,484.589 1,007,180.515   MT  0.99996786   +0 02 23.6
 BX2641;SPC LA N     -   300,145.69  3,304,391.41   sFT  0.99996786   +0 02 23.6
 BX2641;UTM  15      - 3,465,773.017   554,748.637   MT  0.99963697   +0 17 57.0
 BX2641
 BX2641                          SUPERSEDED SURVEY CONTROL
 BX2641
 BX2641  NAD 83(1986)-  31 19 30.31397(N)    092 25 28.39414(W) AD(       ) 4
 BX2641  NAD 27      -  31 19 29.65885(N)    092 25 27.90140(W) AD(       ) 3
 BX2641
 BX2641.Superseded values are not recommended for survey control.
 BX2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2641.See file dsdata.txt to determine how the superseded data were derived.
 BX2641
 BX2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5474965773(NAD 83)
 BX2641_MARKER: 53 = ELEVATED TANK
 BX2641
 BX2641  HISTORY     - Date     Condition        Report By
 BX2641  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2641  HISTORY     - 1959     GOOD             CGS
 BX2641  HISTORY     - 19930612 GOOD             USPSQD
 BX2641
 BX2641                          STATION DESCRIPTION
 BX2641
 BX2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2641'NO PREVIOUS DESCRIPTION.  THE STATION WAS VISITED 10-13-59 AND WAS
 BX2641'FOUND IN GOOD CONDITION.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BX2641'SUPPORTING A TANK ON TOP, AT THE NORTHEAST SECTION OF THE COLLEGE
 BX2641'CAMPUS.  TO REACH FROM THE PINEVILLE POST OFFICE GO NORTH ON
 BX2641'BUSINESS ROUTE 165 FOR 0.5 MILE TO THE JUNCTION WITH STATE
 BX2641'HIGHWAY 28, TURN RIGHT AND FOLLOW STATE HIGHWAY 28 FOR 0.2 MILE,
 BX2641'TURN RIGHT AND GO EAST FOR 0.2 MILE TO A T INTERSECTION, TURN
 BX2641'RIGHT AND GO SOUTH FOR 0.05 MILE TO WHERE THE ROAD TURNS EAST
 BX2641'AND THE WATER TANK STRAIGHT AHEAD ABOUT 75 YARDS.
 BX2641
 BX2641                          STATION RECOVERY (1993)
 BX2641
 BX2641'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2638 ***********************************************************************
 BX2638  DESIGNATION -  PINEVILLE MUNICIPAL TANK
 BX2638  PID         -  BX2638
 BX2638  STATE/COUNTY-  LA/RAPIDES
 BX2638  USGS QUAD   -  ALEXANDRIA (1992)
 BX2638
 BX2638                         *CURRENT SURVEY CONTROL
 BX2638  ___________________________________________________________________
 BX2638* NAD 83(1992)-  31 19 20.86639(N)    092 26 05.50950(W)     ADJUSTED  
 BX2638* NAVD 88     -                                                        
 BX2638  ___________________________________________________________________
 BX2638  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BX2638  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX2638
 BX2638  HORZ ORDER  -  THIRD
 BX2638
 BX2638.The horizontal coordinates were established by classical geodetic methods
 BX2638.and adjusted by the National Geodetic Survey in January 1993..
 BX2638
 BX2638
 BX2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2638
 BX2638.The geoid height was determined by GEOID03.
 BX2638
 BX2638;                    North         East     Units Scale Factor Converg.
 BX2638;SPC LA N     -    91,193.583 1,006,199.561   MT  0.99996833   +0 02 04.0
 BX2638;SPC LA N     -   299,190.95  3,301,173.06   sFT  0.99996833   +0 02 04.0
 BX2638;UTM  15      - 3,465,477.672   553,769.335   MT  0.99963566   +0 17 37.7
 BX2638
 BX2638                          SUPERSEDED SURVEY CONTROL
 BX2638
 BX2638  NAD 83(1986)-  31 19 20.88564(N)    092 26 05.50518(W) AD(       ) 4
 BX2638  NAD 27      -  31 19 20.22864(N)    092 26 05.01319(W) AD(       ) 3
 BX2638
 BX2638.Superseded values are not recommended for survey control.
 BX2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2638.See file dsdata.txt to determine how the superseded data were derived.
 BX2638
 BX2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5376965478(NAD 83)
 BX2638_MARKER: 53 = ELEVATED TANK
 BX2638
 BX2638  HISTORY     - Date     Condition        Report By
 BX2638  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2638  HISTORY     - 1959     GOOD             CGS
 BX2638  HISTORY     - 19930612 MARK NOT FOUND   USPSQD
 BX2638
 BX2638                          STATION DESCRIPTION
 BX2638
 BX2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2638'NO PREVIOUS DESCRIPTION.  THE STATION WAS VISITED 10-13-59 AND
 BX2638'WAS FOUND IN GOOD CONDITION.  THE WATER TANK IS LOCATED IN THE
 BX2638'CENTER OF THE TOWN OF PINEVILLE, ACROSS SHAMMROCK AVE. FROM THE
 BX2638'POST OFFICE, DIRECTLY WEST OF A TWO STORY BRICK BUILDING.  IT
 BX2638'IS A FOUR LEGGED STEEL STRUCTURE, SUPPORTING A TANK ON ITS TOP.
 BX2638
 BX2638                          STATION RECOVERY (1993)
 BX2638
 BX2638'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2662 ***********************************************************************
 BX2662  DESIGNATION -  PINEVILLE PROCTOR+GAMBLE STACK
 BX2662  PID         -  BX2662
 BX2662  STATE/COUNTY-  LA/RAPIDES
 BX2662  USGS QUAD   -  ALEXANDRIA (1992)
 BX2662
 BX2662                         *CURRENT SURVEY CONTROL
 BX2662  ___________________________________________________________________
 BX2662* NAD 83(1992)-  31 22 08.21014(N)    092 24 40.81854(W)     ADJUSTED  
 BX2662* NAVD 88     -                                                        
 BX2662  ___________________________________________________________________
 BX2662  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BX2662  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX2662
 BX2662  HORZ ORDER  -  THIRD
 BX2662
 BX2662.The horizontal coordinates were established by classical geodetic methods
 BX2662.and adjusted by the National Geodetic Survey in January 1993..
 BX2662
 BX2662
 BX2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2662
 BX2662.The geoid height was determined by GEOID03.
 BX2662
 BX2662;                    North         East     Units Scale Factor Converg.
 BX2662;SPC LA N     -    96,348.960 1,008,434.441   MT  0.99996029   +0 02 48.8
 BX2662;SPC LA N     -   316,104.88  3,308,505.33   sFT  0.99996029   +0 02 48.8
 BX2662;UTM  15      - 3,470,641.427   555,980.123   MT  0.99963865   +0 18 23.2
 BX2662
 BX2662                          SUPERSEDED SURVEY CONTROL
 BX2662
 BX2662  NAD 83(1986)-  31 22 08.22970(N)    092 24 40.81401(W) AD(       ) 4
 BX2662  NAD 27      -  31 22 07.57817(N)    092 24 40.32278(W) AD(       ) 3
 BX2662
 BX2662.Superseded values are not recommended for survey control.
 BX2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2662.See file dsdata.txt to determine how the superseded data were derived.
 BX2662
 BX2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5598070641(NAD 83)
 BX2662_MARKER: 63 = STACK
 BX2662
 BX2662  HISTORY     - Date     Condition        Report By
 BX2662  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2662  HISTORY     - 19930612 GOOD             USPSQD
 BX2662
 BX2662                          STATION DESCRIPTION
 BX2662
 BX2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2662'THE STATION IS THE TOP-CENTER OF THE STACK.  THE STACK IS
 BX2662'A ROUND STEEL STRUCTURE, PAINTED IN ALTERNATE BANDS OF RED AND
 BX2662'WHITE WITH AN OVERALL HEIGHT OF 210 FEET.
 BX2662'
 BX2662'IT IS LOCATED IN THE CENTER OF THE MANUFACTURING PLANT OF THE
 BX2662'PROCTER AND GAMBLE MANUFACTURING COMPANY ABOUT 5 MILES NORTH OF
 BX2662'PINEVILLE ON U.S. HIGHWAY 165.
 BX2662
 BX2662                          STATION RECOVERY (1993)
 BX2662
 BX2662'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2664 ***********************************************************************
 BX2664  DESIGNATION -  PINEVILLE RAD STA KALB MAST
 BX2664  PID         -  BX2664
 BX2664  STATE/COUNTY-  LA/RAPIDES
 BX2664  USGS QUAD   -  ALEXANDRIA (1992)
 BX2664
 BX2664                         *CURRENT SURVEY CONTROL
 BX2664  ___________________________________________________________________
 BX2664* NAD 83(1992)-  31 18 31.00259(N)    092 24 56.91670(W)     ADJUSTED  
 BX2664* NAVD 88     -                                                        
 BX2664  ___________________________________________________________________
 BX2664  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BX2664  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX2664
 BX2664  HORZ ORDER  -  THIRD
 BX2664
 BX2664.The horizontal coordinates were established by classical geodetic methods
 BX2664.and adjusted by the National Geodetic Survey in January 1993..
 BX2664
 BX2664
 BX2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2664
 BX2664.The geoid height was determined by GEOID03.
 BX2664
 BX2664;                    North         East     Units Scale Factor Converg.
 BX2664;SPC LA N     -    89,659.145 1,008,014.240   MT  0.99997085   +0 02 40.2
 BX2664;SPC LA N     -   294,156.71  3,307,126.72   sFT  0.99997085   +0 02 40.2
 BX2664;UTM  15      - 3,463,951.967   555,590.331   MT  0.99963812   +0 18 12.9
 BX2664
 BX2664                          SUPERSEDED SURVEY CONTROL
 BX2664
 BX2664  NAD 83(1986)-  31 18 31.02200(N)    092 24 56.91227(W) AD(       ) 4
 BX2664  NAD 27      -  31 18 30.36264(N)    092 24 56.42250(W) AD(       ) 3
 BX2664
 BX2664.Superseded values are not recommended for survey control.
 BX2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2664.See file dsdata.txt to determine how the superseded data were derived.
 BX2664
 BX2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5559063952(NAD 83)
 BX2664_MARKER: 42 = RADIO/TV MAST
 BX2664
 BX2664  HISTORY     - Date     Condition        Report By
 BX2664  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2664  HISTORY     - 19930612 GOOD             USPSQD
 BX2664
 BX2664                          STATION DESCRIPTION
 BX2664
 BX2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2664'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE
 BX2664'MAST.  THE MAST IS A TRIANGULAR STEEL STRUCTURE, PAINTED
 BX2664'ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 400 FEET.
 BX2664'
 BX2664'IT IS LOCATED ON PROPERTY OWNED BY THE LANGFORD BROADCASTING
 BX2664'COMPANY OF ALEXANDRIA, LOUISIANA IN THE EXTREME EAST EDGE OF
 BX2664'PINEVILLE.
 BX2664'
 BX2664'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF STATE
 BX2664'HIGHWAY 107 AND PINEVILLE EXPRESSWAY GO EAST ON MACADAM STREET
 BX2664'FOR 0.2 MILE TO THE INTERSECTION OF MILTON ST. ON THE
 BX2664'RIGHT.  TURN RIGHT, SOUTH, ON MILTON ST. FOR 0.1 MILE TO THE
 BX2664'INTERSECTION OF RAY ST. ON THE LEFT.  TURN LEFT, EAST, ON RAY
 BX2664'ST. FOR 0.8 MILE TO THE INTERSECTION OF DUPREE ST. ON THE
 BX2664'RIGHT.  TURN RIGHT, SOUTH, ON DUPREE ST. FOR 0.4 MILE TO THE
 BX2664'OLD KALB STUDIO ON THE RIGHT AND THE STATION ABOUT 150 YARDS
 BX2664'WEST OF THE BUILDING.
 BX2664
 BX2664                          STATION RECOVERY (1993)
 BX2664
 BX2664'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0617 ***********************************************************************
 BX0617  DESIGNATION -  PINEVILLE RESET
 BX0617  PID         -  BX0617
 BX0617  STATE/COUNTY-  LA/RAPIDES
 BX0617  USGS QUAD   -  ALEXANDRIA (1992)
 BX0617
 BX0617                         *CURRENT SURVEY CONTROL
 BX0617  ___________________________________________________________________
 BX0617* NAD 83(1992)-  31 19 34.74077(N)    092 25 28.92386(W)     ADJUSTED  
 BX0617* NAVD 88     -        38.59   (+/-2cm)     126.6    (feet)  VERTCON   
 BX0617  ___________________________________________________________________
 BX0617  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BX0617  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX0617
 BX0617  HORZ ORDER  -  FIRST
 BX0617  VERT ORDER  -  THIRD (See Below)
 BX0617
 BX0617.The horizontal coordinates were established by classical geodetic methods
 BX0617.and adjusted by the National Geodetic Survey in January 1993..
 BX0617
 BX0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0617.The vertical order pertains to the NGVD 29 superseded value.
 BX0617
 BX0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0617
 BX0617.The geoid height was determined by GEOID03.
 BX0617
 BX0617;                    North         East     Units Scale Factor Converg.
 BX0617;SPC LA N     -    91,621.507 1,007,166.531   MT  0.99996763   +0 02 23.3
 BX0617;SPC LA N     -   300,594.89  3,304,345.53   sFT  0.99996763   +0 02 23.3
 BX0617;UTM  15      - 3,465,909.825   554,734.038   MT  0.99963695   +0 17 56.8
 BX0617
 BX0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0617!SPC LA N     -   0.99999810  x   0.99996763  =   0.99996573
 BX0617!UTM  15      -   0.99999810  x   0.99963695  =   0.99963505
 BX0617
 BX0617|---------------------------------------------------------------------|
 BX0617| PID    Reference Object                     Distance      Geod. Az  |
 BX0617|                                                           dddmmss.s |
 BX0617| CY5669 TEMP POINT B                                       04034     |
 BX0617| BX0618 PINEVILLE RM 1                       40.246 METERS 11759     |
 BX0617| BX0928 ALEXANDRIA N BASE                   APPROX. 8.4 KM 1863501.2 |
 BX0617| BX0619 PINEVILLE RM 3                       37.762 METERS 19339     |
 BX0617| CY4477 PINEVILLE RM 2                       50.179 METERS 21222     |
 BX0617| BX0620 PINEVILLE RM 4                       19.161 METERS 22037     |
 BX0617| BX2656 GUARANTY                            APPROX. 2.5 KM 2291219.2 |
 BX0617| BX0614 PINEVILLE AZ MK                                    3005734.2 |
 BX0617|---------------------------------------------------------------------|
 BX0617
 BX0617                          SUPERSEDED SURVEY CONTROL
 BX0617
 BX0617  NAD 83(1986)-  31 19 34.76004(N)    092 25 28.91943(W) AD(       ) 1
 BX0617  NGVD 29 (??/??/??)   38.58   (m)          126.6    (f) RESET       3  
 BX0617
 BX0617.Superseded values are not recommended for survey control.
 BX0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0617.See file dsdata.txt to determine how the superseded data were derived.
 BX0617
 BX0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5473465910(NAD 83)
 BX0617_MARKER: DS = TRIANGULATION STATION DISK
 BX0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0617_SP_SET: SLAB
 BX0617_STAMPING: PINEVILLE 1934 1971
 BX0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0617
 BX0617  HISTORY     - Date     Condition        Report By
 BX0617  HISTORY     - 1971     MONUMENTED       NGS
 BX0617  HISTORY     - 1971     GOOD             NGS
 BX0617  HISTORY     - 1972     GOOD             NGS
 BX0617  HISTORY     - 1977     GOOD             NGS
 BX0617  HISTORY     - 19930612 GOOD             USPSQD
 BX0617
 BX0617                          STATION DESCRIPTION
 BX0617
 BX0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0617'0.85 MI NE FROM PINEVILLE.
 BX0617'ABOUT 0.55 MILES NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 BX0617'PINEVILLE, THENCE 0.1 MILE EAST ALONG COLLEGE BLVD, THENCE 0.1 MILE
 BX0617'NORTH ALONG A NORTH-SOUTH STREET, THENCE 0.15 MILE EAST ALONG CROSS
 BX0617'STREET TO THE MARK ON THE RIGHT IN FRONT OF AND IN THE PARKING AREA
 BX0617'FOR COTTINGHAM HALL, AT LOUISIANA COLLEGE.  IT IS 54 FEET SOUTH OF THE
 BX0617'CENTERLINE OF CROSS STREET, 52.9 FEET NORTH OF THE NORTH WALL OF
 BX0617'COTTINGHAM HALL, 132.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 BX0617'HALL, 99.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HALL, 85 FEET
 BX0617'EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE BUILDING, 25 FEET
 BX0617'SOUTHEAST OF A TRIPLE TRUNK TREE, 45 FEET EAST OF A POWER POLE AND
 BX0617'YARD LIGHT, IN THE PARKING LOT NORTH OF COTTINGHAM HALL AND 1.3 FEET
 BX0617'SOUTHEAST OF THE CURB OF THE PARKING LOT.  IT IS A STANDARD
 BX0617'TRIANGULATION STATION DISK SET IN A DRILL HOLE IN THE CONCRETE SLAB OF
 BX0617'THE PARKING LOT.
 BX0617
 BX0617                          STATION RECOVERY (1971)
 BX0617
 BX0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BX0617'THE STATION WAS VISITED 11-2669 AND THE STATION, THE AZIMUTH
 BX0617'MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 BX0617'REFERENCE MARK NO. 3 SET IN 1960 WAS DESTROYED PRIOR TO THIS
 BX0617'DATE DUE TO THE CONSTRUCTION OF AN ADDITION TO COTTINGHAM
 BX0617'HALL.  REFERENCE MARK NO. 3 SET BY CND IN 1966 WAS COVERED
 BX0617'WITH A NEW CONCRETE FLOOR OF THE NEW ADDITION TO COTTINGHAM
 BX0617'HALL (NOTE THIS MARK WAS NEVER TIED IN TO THE SATION AS A
 BX0617'REFERENCE MARK AND SHOULD HAVE BEEN STAMPED NO. 4 BY THE
 BX0617'LEVEL PARTY).  THE AZIMUTH MARK IS OBSTRUCTED FROM THE
 BX0617'STATION BY A NEW BUILDING BUILT ON LINE.  AT THIS DATE THE
 BX0617'STATION WAS REQUESTED MOVED DO TO GRADING IN THE AREA,
 BX0617'BUT SINCE THER WAS NO SUITABLE PLACE TO MOVE THE
 BX0617'STATION, IT WAS DECIDED TO LOWER THE MARK IN IT ORIGINAL
 BX0617'POSITION.  ITS POSITION WAS HELD AT THIS DATE BY
 BX0617'ESTABLISHING POINT A, POINT B AND REFERENCE MARK NO. 4.
 BX0617'(REFERENCE MARK NO. 1 IS NOT VISIBLE DUE TO CONTRACTORS
 BX0617'EQUIPMENT.  THE DISTANCE WERE MEASURED TO ALL THESE
 BX0617'POINT AND LATER THE ANGLES WERE TURNED FROM ALL POINTS
 BX0617'AND WILL BE DUPLICATED WHEN THE STATION WAS LOWERED.  WHEN THE
 BX0617'STATION WAS REESTABLISHED POINT A HAD BEEN DESTROYED.  THE
 BX0617'STATION WAS THEN SET FROM THE ANGLES AND MEASUREMENT
 BX0617'FROM REFERENCE MARK NO. 4 AND POINT B AND THE MEASUREMENT
 BX0617'FROM NO. 1.  ALL ANGLES AND MEASUREMENTS CHECK VERY GOOD.
 BX0617'
 BX0617'A NEW DESCRIPTION FOLLOWS--
 BX0617'
 BX0617'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF PINEVILLE,
 BX0617'AT THE NORTH BOUNDRY OF THE CAMPUS OF LOUISIANA COLLEGE,
 BX0617'NEAR THE INTERSECTION OF CROSS AND WALL STREETS, 54 FEET
 BX0617'SOUTH OF THE CENTERLINE OF CROSS STREET, 113 WEST OF THE
 BX0617'PROJECTED CENTERLINE OF WALL STREET LEADING NORTH, 52.9
 BX0617'FEET NORTH OF THE NORTH WALL OF COTTINGHAM HA11132.5 FEET
 BX0617'NORTHWEST OF THE NORTHEAST CORNER OF COTTINGHAM HALL, 99.3
 BX0617'FEET NORTHEAST OF THE NORTHWEST ORNER OF COTTINGHAM HALL,
 BX0617'85 FEET EAST OF THE PROJECTED PLANE OF THE WEST WALL OF
 BX0617'COTTINGHAM HALL, 25 FEET SOUTHEAST OF A TRIPLE TRUNK TREE,
 BX0617'45 FEET EAST OF A POWER POLE AND YARD LIGHT AND 1.3 FEET
 BX0617'SOUTHEAST OF THE CURB OF THE PARKING LOT.  IT IS A
 BX0617'TRIANGULATION STATION DISK, STAMPED PINEVILLE 1934 1971 SET IN
 BX0617'A DRILL HOLE IN THE CONCRETE SLAB OF THE PARKING LOT.
 BX0617'
 BX0617'REFERENCE MARK NO. 1 IS 132.04 FEET EAST OF THE STATION,
 BX0617'55.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BX0617'DORMITORY ACROSS THE STREET, 28 FEET SOUTH OF THE CENTERLINE
 BX0617'OF CROSS STREET, 19 FEET EAST OF THE PROJECTED CEN ERLINE
 BX0617'OF WALL STREET, 112.5 FEET NORTH OF THE NORTHEAST CORNER
 BX0617'OF COTTINGHAM HALL, 4 FEET WEST OF THE PROJECTED PLANE OF
 BX0617'THE EAST WALL OF COTTINGHAM HALL AND 4.5 FEET SOUTH-SOUTHWEST
 BX0617'OF A GUY POLE.  IT IS A REFERENCE MARK DISK, STAMPED PINEVILLE
 BX0617'NO 1,1934, PROJECTING 2 IN.
 BX0617'
 BX0617'REFERENCE MARK NO. 4 IS 62.87 FEET SOUTH OF THE STATION,
 BX0617'AT THE NORTH ENTRANCE TO COTTINGHAM HALL, 3.5 FEET WEST
 BX0617'OF THE CENTER OF THE DOOR, AND 8.4 FEET SOUTH OF THE PLANE
 BX0617'OF THE NORTH WALL OF THE BUILDING.  IT IS A REFERENCE MARK
 BX0617'DISK, STAMPED PINEVILLE NO 4 1969, SET IN A DRILL HOLE IN
 BX0617'THE CONCRETE FLOOR.
 BX0617'
 BX0617'TO REACH THE STATION FROM THE POST OFFICE IN PINEVILLE,
 BX0617'GO NORTH ON MAIN STREET FOR 0.5 MILE TO COLLEGE STREE, TURN
 BX0617'RIGHT AND GO EAST ON COLLEGE STREET FOR 0.1 MILE, TURN LEFT
 BX0617'AND GO NORTH FOR 0.1 MILE, TURN RIGHT AND GO EAST ON CROSS
 BX0617'STREET FOR 0.15 MILE TO THE STATION ON THE RIGHT IN THE
 BX0617'FROM OF COTTINGHAM HALL.
 BX0617'
 BX0617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.85 MILE
 BX0617'NORTHEAST OF PINEVILLE
 BX0617
 BX0617                          STATION RECOVERY (1972)
 BX0617
 BX0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BX0617'THE STATION WAS VISITED 1-26-72 AND ALL THE MARKS WERE RECOVERED
 BX0617'IN GOOD CONDITION AS DESCRIBED IN DESCRIPTION BY LFS IN 1971.
 BX0617'THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE.  THIS
 BX0617'WAS DONE BUT ONLY MOVED AS A BENCH MARK.  THE MARK WAS OBSTRUCTED
 BX0617'FROM THE STATION AS AN AZIMUTH MARK.  THE DESCRIPTION FOR
 BX0617'THE STATION BY LFS IS ADEQUATE.
 BX0617
 BX0617                          STATION RECOVERY (1977)
 BX0617
 BX0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0617'RECOVERED IN GOOD CONDITION.
 BX0617
 BX0617                          STATION RECOVERY (1993)
 BX0617
 BX0617'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0618 ***********************************************************************
 BX0618  DESIGNATION -  PINEVILLE RM 1
 BX0618  PID         -  BX0618
 BX0618  STATE/COUNTY-  LA/RAPIDES
 BX0618  USGS QUAD   -  ALEXANDRIA (1992)
 BX0618
 BX0618                         *CURRENT SURVEY CONTROL
 BX0618  ___________________________________________________________________
 BX0618* NAD 83(1986)-  31 19 34.     (N)    092 25 27.     (W)     SCALED    
 BX0618* NAVD 88     -        37.92   (+/-2cm)     124.4    (feet)  VERTCON   
 BX0618  ___________________________________________________________________
 BX0618  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX0618
 BX0618  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0618
 BX0618.The horizontal coordinates were scaled from a topographic map and have
 BX0618.an estimated accuracy of +/- 6 seconds.
 BX0618
 BX0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0618.The vertical order pertains to the NGVD 29 superseded value.
 BX0618
 BX0618.The geoid height was determined by GEOID03.
 BX0618
 BX0618;                    North         East    Units  Estimated Accuracy
 BX0618;SPC LA N     -    91,600.    1,007,220.      MT  (+/- 180 meters Scaled)
 BX0618
 BX0618                          SUPERSEDED SURVEY CONTROL
 BX0618
 BX0618  NGVD 29 (??/??/??)   37.909  (m)          124.37   (f) ADJUSTED    1 2
 BX0618
 BX0618.Superseded values are not recommended for survey control.
 BX0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0618.See file dsdata.txt to determine how the superseded data were derived.
 BX0618
 BX0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ547658(NAD 83)
 BX0618_MARKER: DR = REFERENCE MARK DISK
 BX0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0618_STAMPING: PINEVILLE NO 1 1934
 BX0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0618+STABILITY: SURFACE MOTION
 BX0618
 BX0618  HISTORY     - Date     Condition        Report By
 BX0618  HISTORY     - 1934     MONUMENTED       CGS
 BX0618  HISTORY     - 1971     GOOD             NGS
 BX0618  HISTORY     - 1977     GOOD             NGS
 BX0618  HISTORY     - 19930612 GOOD             USPSQD
 BX0618
 BX0618                          STATION DESCRIPTION
 BX0618
 BX0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0618'0.85 MI NE FROM PINEVILLE.
 BX0618'ABOUT 0.55 MILE NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE IN
 BX0618'PINEVILLE, THENCE 0.1 MILE EAST ON COLLEGE BLVD, THENCE 0.1 MILE ON
 BX0618'NORTH SOUTH STREET, THENCE EAST ON CROSS STREET FOR 0.15 MILE TO THE
 BX0618'MARK ON THE RIGHT.  IT IS 28 FEET SOUTH OF THE CENTER OF CROSS STREET,
 BX0618'55.5 FEET SSW OF THE SW CORNER OF THE DORMITORY ACROSS THE STREET, 19
 BX0618'FEET EAST OF THE PROJECTED CENTERLINE OF WALL STREET, 112.5 FEET NORTH
 BX0618'OF THE NORTHEAST CORNER OF COTTINGHAM HALL, 4 FEET WEST OF THE
 BX0618'PROJECTED PLANE OF THE EAST WALL OF COTTINGHAM HALL, 4.5 FEET SSW OF A
 BX0618'GUY POLE FOR A POWER LINE.  IT IS A REFERENCE MARK DISK SET IN THE TOP
 BX0618'OF A CONCRETE POST PROJECTING 2 INCHES.
 BX0618
 BX0618                          STATION RECOVERY (1977)
 BX0618
 BX0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0618'RECOVERED IN GOOD CONDITION.
 BX0618
 BX0618                          STATION RECOVERY (1993)
 BX0618
 BX0618'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0620 ***********************************************************************
 BX0620  DESIGNATION -  PINEVILLE RM 4
 BX0620  PID         -  BX0620
 BX0620  STATE/COUNTY-  LA/RAPIDES
 BX0620  USGS QUAD   -  ALEXANDRIA (1992)
 BX0620
 BX0620                         *CURRENT SURVEY CONTROL
 BX0620  ___________________________________________________________________
 BX0620* NAD 83(1986)-  31 19 34.     (N)    092 25 28.     (W)     SCALED    
 BX0620* NAVD 88     -        39.56   (+/-2cm)     129.8    (feet)  VERTCON   
 BX0620  ___________________________________________________________________
 BX0620  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX0620
 BX0620  VERT ORDER  -  THIRD (See Below)
 BX0620
 BX0620.The horizontal coordinates were scaled from a topographic map and have
 BX0620.an estimated accuracy of +/- 6 seconds.
 BX0620
 BX0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0620.The vertical order pertains to the NGVD 29 superseded value.
 BX0620
 BX0620.The geoid height was determined by GEOID03.
 BX0620
 BX0620;                    North         East    Units  Estimated Accuracy
 BX0620;SPC LA N     -    91,600.    1,007,190.      MT  (+/- 180 meters Scaled)
 BX0620
 BX0620                          SUPERSEDED SURVEY CONTROL
 BX0620
 BX0620  NGVD 29 (??/??/??)   39.54   (m)          129.7    (f) RESET       3  
 BX0620
 BX0620.Superseded values are not recommended for survey control.
 BX0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0620.See file dsdata.txt to determine how the superseded data were derived.
 BX0620
 BX0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ547658(NAD 83)
 BX0620_MARKER: DR = REFERENCE MARK DISK
 BX0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0620_SP_SET: FLOOR
 BX0620_STAMPING: PINEVILLE NO 4 1969
 BX0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0620
 BX0620  HISTORY     - Date     Condition        Report By
 BX0620  HISTORY     - 1969     MONUMENTED       CGS
 BX0620  HISTORY     - 1971     GOOD             NGS
 BX0620  HISTORY     - 1977     GOOD             NGS
 BX0620  HISTORY     - 19930612 GOOD             USPSQD
 BX0620
 BX0620                          STATION DESCRIPTION
 BX0620
 BX0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0620'0.85 MI NE FROM PINEVILLE.
 BX0620'ABOUT 0.55 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 BX0620'PINEVILLE, THENCE 0.1 MILE EAST ALONG COLLEGE BLVD, THENCE 0.1 MILE
 BX0620'NORTH ALONG A NORTH SOUTH STREET, THENCE EAST 0.15 MILE ALONG CROSS
 BX0620'STREET TO THE MARK ON THE RIGHT.  IT IS AT THE NORTH ENTRANCE TO
 BX0620'COTTINGHAM HALL, 3.5 FEET WEST OF THE CENTER OF THE DOOR AND 8.4 FEET
 BX0620'SOUTH OF THE PLANE OF THE NORTH WALL OF THE BUILDING.  IT IS A
 BX0620'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE
 BX0620'ENTRANCE.
 BX0620
 BX0620                          STATION RECOVERY (1977)
 BX0620
 BX0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0620'RECOVERED IN GOOD CONDITION.
 BX0620
 BX0620                          STATION RECOVERY (1993)
 BX0620
 BX0620'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2643 ***********************************************************************
 BX2643  DESIGNATION -  PINEVILLE ST COLONY AND SCH TK
 BX2643  PID         -  BX2643
 BX2643  STATE/COUNTY-  LA/RAPIDES
 BX2643  USGS QUAD   -  ALEXANDRIA (1992)
 BX2643
 BX2643                         *CURRENT SURVEY CONTROL
 BX2643  ___________________________________________________________________
 BX2643* NAD 83(1992)-  31 21 57.79941(N)    092 23 37.70568(W)     ADJUSTED  
 BX2643* NAVD 88     -                                                        
 BX2643  ___________________________________________________________________
 BX2643  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BX2643  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX2643
 BX2643  HORZ ORDER  -  THIRD
 BX2643
 BX2643.The horizontal coordinates were established by classical geodetic methods
 BX2643.and adjusted by the National Geodetic Survey in January 1993..
 BX2643
 BX2643
 BX2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2643
 BX2643.The geoid height was determined by GEOID03.
 BX2643
 BX2643;                    North         East     Units Scale Factor Converg.
 BX2643;SPC LA N     -    96,029.834 1,010,102.526   MT  0.99996077   +0 03 22.1
 BX2643;SPC LA N     -   315,057.88  3,313,978.04   sFT  0.99996077   +0 03 22.1
 BX2643;UTM  15      - 3,470,329.958   557,649.100   MT  0.99964099   +0 18 55.9
 BX2643
 BX2643                          SUPERSEDED SURVEY CONTROL
 BX2643
 BX2643  NAD 83(1986)-  31 21 57.81876(N)    092 23 37.70133(W) AD(       ) 4
 BX2643  NAD 27      -  31 21 57.16481(N)    092 23 37.21386(W) AD(       ) 3
 BX2643
 BX2643.Superseded values are not recommended for survey control.
 BX2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2643.See file dsdata.txt to determine how the superseded data were derived.
 BX2643
 BX2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5764970330(NAD 83)
 BX2643_MARKER: 53 = ELEVATED TANK
 BX2643
 BX2643  HISTORY     - Date     Condition        Report By
 BX2643  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2643  HISTORY     - 1959     GOOD             CGS
 BX2643  HISTORY     - 19930612 GOOD             USPSQD
 BX2643
 BX2643                          STATION DESCRIPTION
 BX2643
 BX2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2643'NO PREVIOUS DESCRIPTION FOR THIS STATION.  THE STATION WAS
 BX2643'VISITED 10-13-59 AND WAS FOUND IN GOOD CONDITION.  IT IS A FOUR
 BX2643'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON TOP.  TO REACH
 BX2643'THE STATION FROM THE POST OFFICE IN PINEVILLE, GO NORTH ON
 BX2643'BUSINESS ROUTE 165 FOR 1.25 MILES TO THE JUNCTION WITH STATE
 BX2643'HIGHWAY 180, TAKE RIGHT FORK AND CONTINUE NORTHEAST ON BUSINESS
 BX2643'ROUTE 165 FOT 1.85 MILE TO A SIDE ROAD RIGHT IN KINGSVILLE,
 BX2643'TURN RIGHT AND GO EAST FOR 0.4 MILE TO THE ENTRANCE TO THE
 BX2643'STATE COLONY, CONTINUE EAST FOR 0.65 MILE PASSING THE
 BX2643'SWIMMING POOL ON THE LEFT AND THE EDUCATION AND RECREATION
 BX2643'BUILDING ON THE RIGHT, TURN LEFT AND GO NORTH ON EAST STREET
 BX2643'FOR 0.25 MILE TO THE WATER TANK ON THE LEFT IN THE NORTHWEST
 BX2643'ANGLE OF A SIDE STREET LEADING WEST JUST NORTH OF THE ICE
 BX2643'HOUSE.  THE TANK IS 72 PACES SOUTH OF NORTH AVENUE, 84 FEET
 BX2643'WEST OF EAST STREET AND 84 FEET NORTH OF THE CENTER OF THE
 BX2643'STREET LEADING WEST TO WAREHOUSE NO. 1.
 BX2643
 BX2643                          STATION RECOVERY (1993)
 BX2643
 BX2643'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2631 ***********************************************************************
 BX2631  DESIGNATION -  PINEVILLE TEX GAS CORP KKS 656
 BX2631  PID         -  BX2631
 BX2631  STATE/COUNTY-  LA/RAPIDES
 BX2631  USGS QUAD   -  LIBUSE (1993)
 BX2631
 BX2631                         *CURRENT SURVEY CONTROL
 BX2631  ___________________________________________________________________
 BX2631* NAD 83(1992)-  31 17 50.48949(N)    092 19 53.53242(W)     ADJUSTED  
 BX2631* NAVD 88     -                                                        
 BX2631  ___________________________________________________________________
 BX2631  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BX2631  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2631
 BX2631  HORZ ORDER  -  THIRD
 BX2631
 BX2631.The horizontal coordinates were established by classical geodetic methods
 BX2631.and adjusted by the National Geodetic Survey in January 1993..
 BX2631
 BX2631
 BX2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2631
 BX2631.The geoid height was determined by GEOID03.
 BX2631
 BX2631;                    North         East     Units Scale Factor Converg.
 BX2631;SPC LA N     -    88,420.789 1,016,038.374   MT  0.99997294   +0 05 20.6
 BX2631;SPC LA N     -   290,093.87  3,333,452.57   sFT  0.99997294   +0 05 20.6
 BX2631;UTM  15      - 3,462,750.239   563,617.339   MT  0.99964992   +0 20 50.2
 BX2631
 BX2631                          SUPERSEDED SURVEY CONTROL
 BX2631
 BX2631  NAD 83(1986)-  31 17 50.50890(N)    092 19 53.52771(W) AD(       ) 4
 BX2631  NAD 27      -  31 17 49.84909(N)    092 19 53.04942(W) AD(       ) 3
 BX2631
 BX2631.Superseded values are not recommended for survey control.
 BX2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2631.See file dsdata.txt to determine how the superseded data were derived.
 BX2631
 BX2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6361762750(NAD 83)
 BX2631_MARKER: 44 = MICROWAVE MAST
 BX2631
 BX2631  HISTORY     - Date     Condition        Report By
 BX2631  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2631  HISTORY     - 19930612 GOOD             USPSQD
 BX2631  HISTORY     - 19990424 GOOD             USPSQD
 BX2631
 BX2631                          STATION DESCRIPTION
 BX2631
 BX2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2631'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE
 BX2631'MAST.  THE MAST IS A TRIANGULAR SHAPED STRUCTURE, PAINTED
 BX2631'ALTERNATELY RED AND WHITE WITH TWO DISH ANTENAE NEAR THE TOP
 BX2631'WITH AN OVERALL HEIGHT OF 230 FEET.
 BX2631'
 BX2631'IT IS LOCATED IN THE EAST SECTION OF THE GROUNDS OF THE TEXAS
 BX2631'GAS TRANSMISSION CORPORATION ABOUT 7 MILES EAST OF PINEVILLE
 BX2631'AND 1/4 MILE NORTHEAST OF STATE HIGHWAY 7.
 BX2631'
 BX2631'TO REACH FROM THE POST OFFICE IN PINEVILLE GO EASTERLY ON STATE
 BX2631'HIGHWAY 7 FOR ABOUT 7-1/2 MILES TO THE MAST ON THE LEFT.
 BX2631
 BX2631                          STATION RECOVERY (1993)
 BX2631
 BX2631'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2631'RECOVERED IN GOOD CONDITION.
 BX2631
 BX2631                          STATION RECOVERY (1999)
 BX2631
 BX2631'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2667 ***********************************************************************
 BX2667  DESIGNATION -  PINEVILLE WILDLIFE RAD MAST
 BX2667  PID         -  BX2667
 BX2667  STATE/COUNTY-  LA/RAPIDES
 BX2667  USGS QUAD   -  ALEXANDRIA (1992)
 BX2667
 BX2667                         *CURRENT SURVEY CONTROL
 BX2667  ___________________________________________________________________
 BX2667* NAD 83(1992)-  31 20 43.69854(N)    092 25 57.48241(W)     ADJUSTED  
 BX2667* NAVD 88     -                                                        
 BX2667  ___________________________________________________________________
 BX2667  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BX2667  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BX2667
 BX2667  HORZ ORDER  -  THIRD
 BX2667
 BX2667.The horizontal coordinates were established by classical geodetic methods
 BX2667.and adjusted by the National Geodetic Survey in January 1993..
 BX2667
 BX2667
 BX2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2667
 BX2667.The geoid height was determined by GEOID03.
 BX2667
 BX2667;                    North         East     Units Scale Factor Converg.
 BX2667;SPC LA N     -    93,744.746 1,006,410.199   MT  0.99996427   +0 02 08.2
 BX2667;SPC LA N     -   307,560.89  3,301,864.13   sFT  0.99996427   +0 02 08.2
 BX2667;UTM  15      - 3,468,028.919   553,968.353   MT  0.99963592   +0 17 42.5
 BX2667
 BX2667                          SUPERSEDED SURVEY CONTROL
 BX2667
 BX2667  NAD 83(1986)-  31 20 43.71802(N)    092 25 57.47798(W) AD(       ) 4
 BX2667  NAD 27      -  31 20 43.06183(N)    092 25 56.98649(W) AD(       ) 3
 BX2667
 BX2667.Superseded values are not recommended for survey control.
 BX2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2667.See file dsdata.txt to determine how the superseded data were derived.
 BX2667
 BX2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5396868029(NAD 83)
 BX2667_MARKER: 42 = RADIO/TV MAST
 BX2667
 BX2667  HISTORY     - Date     Condition        Report By
 BX2667  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2667  HISTORY     - 19930612 GOOD             USPSQD
 BX2667
 BX2667                          STATION DESCRIPTION
 BX2667
 BX2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2667'THE RED LIGHT ON THE TOP OF THE LOUISIANA WILDLIFE AND
 BX2667'FISHERIES COMMISSION DISTRICT III RADIO MAST KKP 721.  IT IS A
 BX2667'STRUCTURAL STEEL MAST TRIANGULAR IN CROSS SECTION, PAINTED IN
 BX2667'ALTERNATE BANDS OF RED AND WHITE AND IS ABOUT 300 FEET HIGH.  IT
 BX2667'IS LOCATED ON A HILL ON THE WEST SIDE OF THE JUNCTION OF
 BX2667'U.S. HIGHWAYS 165 AND 71 AT THE NORTH SIDE OF PINEVILLE.
 BX2667
 BX2667                          STATION RECOVERY (1993)
 BX2667
 BX2667'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BX2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2889 ***********************************************************************
 BH2889  DESIGNATION -  PINEY
 BH2889  PID         -  BH2889
 BH2889  STATE/COUNTY-  LA/ST TAMMANY
 BH2889  USGS QUAD   -  ST TAMMANY (1994)
 BH2889
 BH2889                         *CURRENT SURVEY CONTROL
 BH2889  ___________________________________________________________________
 BH2889* NAD 83(1992)-  30 24 07.47485(N)    089 58 32.38009(W)     ADJUSTED  
 BH2889* NAVD 88     -        11.5    (meters)      38.     (feet)  VERTCON   
 BH2889  ___________________________________________________________________
 BH2889  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BH2889  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BH2889
 BH2889  HORZ ORDER  -  FIRST
 BH2889
 BH2889.The horizontal coordinates were established by classical geodetic methods
 BH2889.and adjusted by the National Geodetic Survey in May 1994..
 BH2889
 BH2889.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2889
 BH2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2889
 BH2889.The geoid height was determined by GEOID03.
 BH2889
 BH2889;                    North         East     Units Scale Factor Converg.
 BH2889;SPC LA S     -   211,608.821 1,130,455.890   MT  0.99995017   +0 40 43.9
 BH2889;SPC LA S     -   694,253.27  3,708,837.37   sFT  0.99995017   +0 40 43.9
 BH2889;UTM  16      - 3,367,099.178   214,105.220   MT  1.00060848   -1 30 24.8
 BH2889;UTM  15      - 3,367,223.274   790,573.742   MT  1.00064176   +1 31 53.7
 BH2889
 BH2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2889!SPC LA S     -   1.00000242  x   0.99995017  =   0.99995259
 BH2889!UTM  16      -   1.00000242  x   1.00060848  =   1.00061090
 BH2889!UTM  15      -   1.00000242  x   1.00064176  =   1.00064418
 BH2889
 BH2889|---------------------------------------------------------------------|
 BH2889| PID    Reference Object                     Distance      Geod. Az  |
 BH2889|                                                           dddmmss.s |
 BH2889| BH2893 PINEY 2                              15.159 METERS 03040     |
 BH2889| BH2892 NO 1298 LA GS RESET 1971             31.337 METERS 06046     |
 BH2889| BH2891 PINEY 1953 1970 AZ MK               APPROX. 0.7 KM 0841315.6 |
 BH2889| BH2890 NO 1298 LA GS 1953                   28.040 METERS 08419     |
 BH2889| BJ4216 SOUTHEAST LA STATE HOSP TANK        APPROX. 7.2 KM 2133221.8 |
 BH2889| BJ4223 FONTAINBLEAU ST PARK WATER TK       APPROX. 9.4 KM 2230819.2 |
 BH2889| DD8476 PINEY RM 1                           33.339 METERS 22434     |
 BH2889| BJ4217 MANDEVILLE MUNICIPAL TANK           APPROX.10.1 KM 2390906.6 |
 BH2889| DD8475 PINEY AZ MK                                        2503322.5 |
 BH2889|---------------------------------------------------------------------|
 BH2889
 BH2889                          SUPERSEDED SURVEY CONTROL
 BH2889
 BH2889  NAD 83(1992)-  30 24 07.47621(N)    089 58 32.37982(W) AD(       ) 1
 BH2889  NAD 83(1986)-  30 24 07.48649(N)    089 58 32.37768(W) AD(       ) 1
 BH2889  NAD 27      -  30 24 06.78486(N)    089 58 32.11485(W) AD(       ) 1
 BH2889  NGVD 29 (07/19/86)   11.5    (m)           38.     (f) VERT ANG       
 BH2889
 BH2889.Superseded values are not recommended for survey control.
 BH2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2889.See file dsdata.txt to determine how the superseded data were derived.
 BH2889
 BH2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1410567099(NAD 83)
 BH2889_MARKER: DS = TRIANGULATION STATION DISK
 BH2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2889+STABILITY: SURFACE MOTION
 BH2889
 BH2889  HISTORY     - Date     Condition        Report By
 BH2889  HISTORY     - 1953     MONUMENTED       CGS
 BH2889  HISTORY     - 1955     GOOD             CGS
 BH2889  HISTORY     - 1963     GOOD             CGS
 BH2889  HISTORY     - 1970     GOOD             NGS
 BH2889  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BH2889
 BH2889                          STATION DESCRIPTION
 BH2889
 BH2889'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BH2889'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF LACOMBE, ABOUT 6
 BH2889'MILES EAST NORTHEAST OF MANDEVILLE, 74 FEET WEST OF A TREE WITH A
 BH2889'TRIANGLE BLAZE AND 32 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 BH2889'IT PROJECTS 6 INCHES AND IS STAMPED PINEY 1953.
 BH2889'
 BH2889'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF THE GRAVELED
 BH2889'ROAD. IT PROJECTS 6 INCHES AND IS STAMPED PINEY NO 1 1953.
 BH2889'
 BH2889'REFERENCE MARK NO. 2 IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 BH2889'SURVEY DISK SET IN THE TOP OF A CONCRETE POST THAT IS 6 INCHES
 BH2889'SQUARE AT THE TOP. IT PROJECTS 6 INCHES AND IS STAMPED 1298.
 BH2889'
 BH2889'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 189.45 FEET.
 BH2889'
 BH2889'THE AZIMUTH MARK IS A USGS BENCH MARK DISK SET IN THE TOP OF A
 BH2889'CONCRETE POST THAT IS 8 INCHES SQUARE AT THE TOP. IT IS 58 FEET
 BH2889'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTHEAST
 BH2889'OF A WITNESS POST. IT PROJECTS 4 INCHES AND IS STAMPED 2 J1931.
 BH2889'
 BH2889'TO REACH THE STATION FROM THE POST OFFICE IN MANDEVILLE GO EAST FOR
 BH2889'0.05 MILE TO GERARD STREET, TURN LEFT AND GO NORTH ON GERARD STREET
 BH2889'FOR 0.65 MILE TO U.S. HIGHWAY 190, CROSS U.S. HIGHWAY 190 AND
 BH2889'CONTINUE NORTH FOR 0.8 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO
 BH2889'EAST NORTHEAST ON GRAVELED ROAD FOR 4.9 MILES TO THE AZIMUTH MARK ON
 BH2889'THE LEFT AS DESCRIBED, CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD
 BH2889'FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BH2889
 BH2889                          STATION RECOVERY (1955)
 BH2889
 BH2889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2889'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD
 BH2889'CONDITION. THE 1953 DESCRIPTION BY R.L.E., IS ADEQUATE.
 BH2889
 BH2889                          STATION RECOVERY (1963)
 BH2889
 BH2889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WHD)
 BH2889'STATION, REFERENCES AND AZIMUTH MARK WERE RECOVERED IN GOOD
 BH2889'CONDITION. AZIMUTH MARK AT GROUND IS CLEARLY VISIBLE FROM STATION AT
 BH2889'GROUND. DESCRIPTIONS ARE ADEQUATE.
 BH2889
 BH2889                          STATION RECOVERY (1970)
 BH2889
 BH2889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2889'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  USGS BENCH
 BH2889'MARK 2J 1931 WHICH WAS USED AS THE AZIMUTH MARK IN 1953 IS NOW
 BH2889'OBSTRUCTED TO THE STATION, THEREFORE A NEW AZIMUTH MARK WAS
 BH2889'ESTABLISHED.
 BH2889'
 BH2889'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED ADEQUATELY.
 BH2889'
 BH2889'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 BH2889'
 BH2889'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BH2889'HIGHWAY 59 WHICH IS LOCATED IN THE NORTHEAST EDGE OF MANDEVILLE.  GO
 BH2889'NORTH-NORTHEAST ON HIGHWAY 59 FOR 0.9 MILE.  TURN RIGHT AND GO
 BH2889'NORTHEAST ON STATE ROUTE 1088 FOR 4.8 MILES TO U.S. GEOLOGICAL
 BH2889'SURVEY BENCH MARK 2J 1931 ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON
 BH2889'ROUTE 1088 FOR 0.25 MILE TO THE STATION MARK ON THE LEFT.
 BH2889'
 BH2889'AZIMUTH MARK (1970) IS REACHED FROM THE STATION.  GO NORTHEAST ON
 BH2889'ROUTE 1088 FOR 0.45 MILE TO THE MARK ON THE LEFT.
 BH2889'
 BH2889'STATION MARK IS A STANDARD DISK, STAMPED PINEY 1953 AND THE MARK
 BH2889'PROJECTS 8 INCHES.  MARK IS 37.0 FEET SOUTHEAST OF A 10-INCH PINE
 BH2889'TREE, 33 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF ROUTE
 BH2889'1088 AND 1.7 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 BH2889'
 BH2889'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PINEY NO 1 1953 AND THE
 BH2889'MARK PROJECTS 8 INCHES.  MARK IS 27 FEET SOUTH-SOUTHEAST OF THE
 BH2889'APPROXIMATE CENTER OF ROUTE 1088, 20.0 FEET EAST-NORTHEAST OF AN 8
 BH2889'INCH PINE TREE AND 16.0 FEET NORTHWEST OF AN 8-INCH PINE TREE.
 BH2889'
 BH2889'REFERENCE MARK 2 IS A U.S. COAST AND GEODETIC AND LOUISIANA STATE
 BH2889'SURVEY DISK, STAMPED 1298, SET IN THE TOP OF A 6-INCH SQUARE
 BH2889'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  MARK IS 30 FEET
 BH2889'SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD, 26 FEET
 BH2889'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF ROUTE 1088 AND 1.5
 BH2889'FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 BH2889'
 BH2889'AZIMUTH MARK IS A STANDARD DISK, STAMPED PINEY 1953 1970, SET IN THE
 BH2889'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 BH2889'INCHES.  MARK IS 31 FEET EAST-SOUTHEAST OF A NORTH-SOUTH GRAVELED
 BH2889'ROAD, 30 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF ROUTE
 BH2889'1088, 3.5 FEET SOUTHWEST OF A METAL WITNESS POST AND 2.5 FEET SOUTH
 BH2889'OF A FENCE CORNER POST.
 BH2889'
 BH2889'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 BH2889'
 BH2889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 BH2889'OF MANDEVILLE.
 BH2889
 BH2889                          STATION RECOVERY (1971)
 BH2889
 BH2889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH2889'THE STATION WAS VISITED 10-14-71 AND ALL MARKS WERE FOUND IN GOOD
 BH2889'CONDITION EXCEPT 2 J (USGS) WAS FOUND UPROOTED AND LYING ON THE TOP
 BH2889'OF THE GROUND. DUE TO HIGHWAY CONSTRUCTION ALL THE MARKS WERE
 BH2889'REQUESTED MOVED AT THIS DATE. THE STATION WAS MOVED BY
 BH2889'ESTABLISHING A NEW STATION PINEY 2 1971 49.73 FEET NORTHEAST OF
 BH2889'THE OLD STATION.  REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS DATE
 BH2889'AND REFERENCE MARK NO. 1 WAS DESTROYED AND THE DISK RECLAIMED. 1298
 BH2889'(LGS) WAS RESET AT THIS DATE 102.81 FEET NORTHEAST OF THE STATION.
 BH2889'THE DISK FOR 1298 (LGS) WAS RECLAIMED. A NEW AZIMUTH MARK WAS
 BH2889'ESTABLISHED FOR THE NEW STATION AND THE DISK FOR THE 1970 AZIMUTH
 BH2889'MARK WAS RECLAIMED. THE STATION UNDERGROUND MARK WAS LEFT INTACT
 BH2889'BUT WILL BE UNDER THE SHOULDER OF THE NEW HIGHWAY. SEE
 BH2889'DESCRIPTION FOR PINEY 2 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2893 ***********************************************************************
 BH2893  DESIGNATION -  PINEY 2
 BH2893  PID         -  BH2893
 BH2893  STATE/COUNTY-  LA/ST TAMMANY
 BH2893  USGS QUAD   -  ST TAMMANY (1994)
 BH2893
 BH2893                         *CURRENT SURVEY CONTROL
 BH2893  ___________________________________________________________________
 BH2893* NAD 83(1992)-  30 24 07.89827(N)    089 58 32.09046(W)     ADJUSTED  
 BH2893* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 BH2893  ___________________________________________________________________
 BH2893  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BH2893  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BH2893
 BH2893  HORZ ORDER  -  SECOND
 BH2893
 BH2893.The horizontal coordinates were established by classical geodetic methods
 BH2893.and adjusted by the National Geodetic Survey in May 1994..
 BH2893
 BH2893.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2893
 BH2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2893
 BH2893.The geoid height was determined by GEOID03.
 BH2893
 BH2893;                    North         East     Units Scale Factor Converg.
 BH2893;SPC LA S     -   211,621.950 1,130,463.466   MT  0.99995019   +0 40 44.0
 BH2893;SPC LA S     -   694,296.35  3,708,862.22   sFT  0.99995019   +0 40 44.0
 BH2893;UTM  16      - 3,367,112.017   214,113.296   MT  1.00060842   -1 30 24.7
 BH2893;UTM  15      - 3,367,236.523   790,581.127   MT  1.00064182   +1 31 53.9
 BH2893
 BH2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2893!SPC LA S     -   1.00000255  x   0.99995019  =   0.99995274
 BH2893!UTM  16      -   1.00000255  x   1.00060842  =   1.00061097
 BH2893!UTM  15      -   1.00000255  x   1.00064182  =   1.00064437
 BH2893
 BH2893|---------------------------------------------------------------------|
 BH2893| PID    Reference Object                     Distance      Geod. Az  |
 BH2893|                                                           dddmmss.s |
 BH2893| BH2892 NO 1298 LA GS RESET 1971             19.746 METERS 08325     |
 BH2893| DD8477 PINEY 2 AZ MK                                      0841401.7 |
 BH2893| BH2891 PINEY 1953 1970 AZ MK               APPROX. 0.7 KM 0851103.0 |
 BH2893| BH2890 NO 1298 LA GS 1953                   22.632 METERS 11658     |
 BH2893| BH2889 PINEY                                15.159 METERS 21040     |
 BH2893| DD8478 PINEY 2 RM 4                         21.653 METERS 34927     |
 BH2893|---------------------------------------------------------------------|
 BH2893
 BH2893                          SUPERSEDED SURVEY CONTROL
 BH2893
 BH2893  NAD 83(1992)-  30 24 07.89964(N)    089 58 32.09018(W) AD(       ) 2
 BH2893  NAD 83(1986)-  30 24 07.90997(N)    089 58 32.08797(W) AD(       ) 2
 BH2893  NAD 27      -  30 24 07.20826(N)    089 58 31.82519(W) AD(       ) 2
 BH2893  NGVD 29 (07/19/86)   10.7    (m)           35.     (f) VERT ANG       
 BH2893
 BH2893.Superseded values are not recommended for survey control.
 BH2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2893.See file dsdata.txt to determine how the superseded data were derived.
 BH2893
 BH2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1411367112(NAD 83)
 BH2893_MARKER: DS = TRIANGULATION STATION DISK
 BH2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2893+STABILITY: SURFACE MOTION
 BH2893
 BH2893  HISTORY     - Date     Condition        Report By
 BH2893  HISTORY     - 1971     MONUMENTED       NGS
 BH2893  HISTORY     - 1976     GOOD             NGS
 BH2893
 BH2893                          STATION DESCRIPTION
 BH2893
 BH2893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH2893'THE STATION IS LOCATED ABOUT 6 MILES EAST NORTHEAST OF MANDEVILLE,
 BH2893'AND 7 MILES NORTHWEST OF LACOMBE, 0.1 MILE WEST OF A LARGE CULVERT
 BH2893'UNDER LA. STATE HIGHWAY 1088, AT ABOUT THE MIDDLE AND THE OUTSIDE
 BH2893'OF A LONG CURVE IN THE HIGHWAY AND ABOUT ON THE PROJECTED TANGENT OF
 BH2893'THE CENTER OF THE HIGHWAY TO THE SOUTHWEST.  IT IS 63 FEET NORTH OF
 BH2893'THE CENTER OF THE HIGHWAY, 65 FEET NORTHEAST OF A POWER POLE, AND 18
 BH2893'FEET NORTH OF THE CENTER OF THE POWER LINE AND 1 FOOT NORTH OF A
 BH2893'METAL WITNESS POST. IT IS A TRIANGULATION STATION DISK SET IN THE TOP
 BH2893'OF A 12 INCH ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS
 BH2893'STAMPED PINEY 2 1971.
 BH2893'
 BH2893'1298 (LGS) RESET (REFERENCE MARK NO. 3) IS 64.78 FEET EAST-NORTHEAST
 BH2893'OF THE STATION, 50 FEET NORTH OF THE CENTER OF THE HIGHWAY, 127 FEET
 BH2893'NORTHEAST OF A POWER POLE, 13 FEET NORTH OF THE CENTER OF THE POWER
 BH2893'LINE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS AN LGS DISK
 BH2893'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE
 BH2893'GROUND.  IT IS STAMPED 1298 RESET 1971.
 BH2893'
 BH2893'REFERENCE MARK NO. 4 IS 71.06 FEET NORTH OF THE STATION, 134 FEET
 BH2893'NORTH OF THE CENTER OF THE HIGHWAY, 107 FEET NORTHEAST OF A POWER
 BH2893'POLE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 BH2893'REFERENCE MARK DISK STAMPED PINEY 2 1971 NO 4, PROJECTING 3 INCHES.
 BH2893'
 BH2893'THE AZIMUTH MARK IS 0.45 MILE EAST-NORTHEAST OF THE STATION, IN THE
 BH2893'NORTHEAST QUADRANT OF A CROSSROAD, 68 FEET NORTH OF THE CENTER OF A
 BH2893'BLACK TOP ROAD 22 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 BH2893'16 FEET SOUTHEAST OF THE EAST END OF AN IRON GATE, 9 FEET SOUTH OF A
 BH2893'FENCE CORNER, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS
 BH2893'AN AZIMUTH MARK DISK, STAMPED PINEY 2 1971, PROJECTING 2 INCHES.
 BH2893'
 BH2893'TO REACH THE STATION FROM THE POST OFFICE IN MANDEVILLE, GO EAST FOR
 BH2893'1/2 BLOCK TO GERARD STREET, TURN LEFT AND GO NORTH ON GERARD ST. FOR
 BH2893'0.65 MILE TO U.S. HIGHWAY 190, CONTINUE NORTH ON STATE HIGHWAY 59
 BH2893'FOR 0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY 1088, TURN RIGHT AND
 BH2893'GO NORTHEASTERLY ON STATE HIGHWAY 1088 FOR 5.0 MILES TO THE
 BH2893'STATION ON THE LEFT IN A CURVE IN THE HIGHWAY.  CONTINUE EAST FOR
 BH2893'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BH2893
 BH2893                          STATION RECOVERY (1976)
 BH2893
 BH2893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RJT)
 BH2893'THE STATION WAS VISITED 11-4-76 AND ALL MARKS WERE FOUND TO BE IN
 BH2893'GOOD CONDITION.  THE 1971 DESCRIPTION IS ADEQUATE TO RECOVER THE
 BH2893'MARKS.
 BH2893'
 BH2893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.4 MILES SOUTHEAST
 BH2893'OF COVINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2972 ***********************************************************************
 BK2972  DESIGNATION -  PINTO
 BK2972  PID         -  BK2972
 BK2972  STATE/COUNTY-  LA/ALLEN
 BK2972  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK2972
 BK2972                         *CURRENT SURVEY CONTROL
 BK2972  ___________________________________________________________________
 BK2972* NAD 83(1992)-  30 28 57.46413(N)    092 55 14.22511(W)     ADJUSTED  
 BK2972* NAVD 88     -        12.4    (meters)      41.     (feet)  VERTCON   
 BK2972  ___________________________________________________________________
 BK2972  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BK2972  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2972
 BK2972  HORZ ORDER  -  SECOND
 BK2972
 BK2972.The horizontal coordinates were established by classical geodetic methods
 BK2972.and adjusted by the National Geodetic Survey in January 1993..
 BK2972
 BK2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2972
 BK2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2972
 BK2972.The geoid height was determined by GEOID03.
 BK2972
 BK2972;                    North         East     Units Scale Factor Converg.
 BK2972;SPC LA S     -   220,821.130   847,606.117   MT  0.99996098   -0 47 37.2
 BK2972;SPC LA S     -   724,477.32  2,780,854.40   sFT  0.99996098   -0 47 37.2
 BK2972;UTM  15      - 3,372,269.193   507,618.885   MT  0.99960072   +0 02 25.0
 BK2972
 BK2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2972!SPC LA S     -   1.00000233  x   0.99996098  =   0.99996331
 BK2972!UTM  15      -   1.00000233  x   0.99960072  =   0.99960305
 BK2972
 BK2972|---------------------------------------------------------------------|
 BK2972| PID    Reference Object                     Distance      Geod. Az  |
 BK2972|                                                           dddmmss.s |
 BK2972| CW2205 PINTO RM 1                           14.148 METERS 09809     |
 BK2972| BK2973 PINTO LDH 1974 RM 2                  10.278 METERS 22234     |
 BK2972| BK0867 2 V 5                                              2382751.2 |
 BK2972|---------------------------------------------------------------------|
 BK2972
 BK2972                          SUPERSEDED SURVEY CONTROL
 BK2972
 BK2972  NAD 83(1986)-  30 28 57.48432(N)    092 55 14.21827(W) AD(       ) 2
 BK2972  NAD 27      -  30 28 56.76122(N)    092 55 13.68081(W) AD(       ) 2
 BK2972  NGVD 29 (07/19/86)   12.4    (m)           41.     (f) VERT ANG       
 BK2972
 BK2972.Superseded values are not recommended for survey control.
 BK2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2972.See file dsdata.txt to determine how the superseded data were derived.
 BK2972
 BK2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0761972269(NAD 83)
 BK2972_MARKER: DD = SURVEY DISK
 BK2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2972
 BK2972  HISTORY     - Date     Condition        Report By
 BK2972  HISTORY     - 1974     MONUMENTED       LADH
 BK2972
 BK2972                          STATION DESCRIPTION
 BK2972
 BK2972'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2972'THE STATION IS LOCATED 4 MILES WEST OF KINDER, 12 MILES SOUTHWEST OF
 BK2972'OAKDALE, AND 7 MILES NORTH OF FENTON, IN THE SOUTHWEST QUARTER OF
 BK2972'SECTION 31, T6S, R5W, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BK2972'DEPARTMENT OF HIGHWAYS.
 BK2972'
 BK2972'TO REACH THE STATION FROM THE JUNCTION AT U. S. HIGHWAY 165 AND
 BK2972'STATE HIGHWAY 383 IN KINDER, GO WEST ALONG STATE HIGHWAY 383 FOR
 BK2972'4.1 MILES TO THE MARK SET ON THE RIGHT AND NORTH OF THE HIGHWAY
 BK2972'NEAR A RIGHT-OF-WAY MARKER AND A FENCE.
 BK2972'
 BK2972'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 BK2972'HIGHWAY 383 FOR 0.5 MILE.  THE MARK IS SET ON THE LEFT AND SOUTH OF
 BK2972'THE HIGHWAY IN A DRILL HOLE IN THE CURB OF THE KINDER DITCH BRIDGE.
 BK2972'
 BK2972'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2972'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2972'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK2972'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2972'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2972'STAMPED PINTO 1974.  THE MARK IS 70.5 FEET WEST OF THE CENTER OF A
 BK2972'GRAVEL ROAD, 61 FEET SOUTHWEST OF A POWER POLE NO. LREC53, 45
 BK2972'FEET SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 37 FEET
 BK2972'NORTH OF THE CENTER OF STATE HIGHWAY 383, AND 18 FEET SOUTH OF A
 BK2972'FENCE.
 BK2972'
 BK2972'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2972'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2972'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2972'STAMPED PINTO RM 1 1974.  IT IS 91.5 FEET EAST-SOUTHEAST OF A
 BK2972'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 66 FEET SOUTH OF A POWER
 BK2972'POLE NO. LREC53, 27 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND
 BK2972'20 FEET NORTH OF THE CENTER OF STATE HIGHWAY 383.
 BK2972'
 BK2972'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2972'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2972'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK2972'STAMPED PINTO RM 2 1974.  IT IS 93.5 FEET SOUTHWEST OF A POWER
 BK2972'POLE, 32.5 FEET SOUTH-SOUTHEAST OF A CONCRETE HIGHWAY
 BK2972'RIGHT-OF-WAY MARKER, 32 FEET SOUTH OF A FENCE, AND 18.5 FEET
 BK2972'NORTH OF THE CENTER OF STATE HIGHWAY 383.
 BK2972'
 BK2972'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2972'U. S. COAST AND GEODETIC BENCH MARK DISK SET IN A DRILL HOLE IN
 BK2972'THE CURB OF A BRIDGE.  IT IS STAMPED 2V5 1969.  IT IS 124 FEET
 BK2972'EAST-SOUTHEAST OF A POWER POLE NO. LREC60, 70.5 FEET WEST OF THE
 BK2972'CENTER OF THE BRIDGE, 13 FEET SOUTH OF THE CENTER OF STATE
 BK2972'HIGHWAY 383, 4.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND
 BK2972'SIGN, AND 0.5 FEET NORTH OF THE BRIDGE RAIL.
 BK2972'
 BK2972'NEAREST TOWN--KINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2067 ***********************************************************************
 DK2067  DESIGNATION -  PIONEER
 DK2067  PID         -  DK2067
 DK2067  STATE/COUNTY-  LA/MOREHOUSE
 DK2067  USGS QUAD   -  WILMOT (1960)
 DK2067
 DK2067                         *CURRENT SURVEY CONTROL
 DK2067  ___________________________________________________________________
 DK2067* NAD 83(1992)-  33 00 25.08146(N)    091 37 26.33549(W)     ADJUSTED  
 DK2067* NAVD 88     -        88.29   (+/-2cm)     289.7    (feet)  VERTCON   
 DK2067  ___________________________________________________________________
 DK2067  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DK2067  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DK2067
 DK2067  HORZ ORDER  -  FIRST
 DK2067  VERT ORDER  -  THIRD ? (See Below)
 DK2067
 DK2067.The horizontal coordinates were established by classical geodetic methods
 DK2067.and adjusted by the National Geodetic Survey in September 1999..
 DK2067
 DK2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2067.The vertical order pertains to the NGVD 29 superseded value.
 DK2067
 DK2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2067
 DK2067.The geoid height was determined by GEOID03.
 DK2067
 DK2067;                    North         East     Units Scale Factor Converg.
 DK2067;SPC LA N     -   278,309.342 1,081,867.167   MT  1.00009532   +0 27 47.3
 DK2067;SPC LA N     -   913,086.57  3,549,425.86   sFT  1.00009532   +0 27 47.3
 DK2067;UTM  15      - 3,652,900.206   628,536.821   MT  0.99980371   +0 44 58.8
 DK2067
 DK2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2067!SPC LA N     -   0.99999020  x   1.00009532  =   1.00008552
 DK2067!UTM  15      -   0.99999020  x   0.99980371  =   0.99979391
 DK2067
 DK2067|---------------------------------------------------------------------|
 DK2067| PID    Reference Object                     Distance      Geod. Az  |
 DK2067|                                                           dddmmss.s |
 DK2067| CY7121 PIONEER RM 2                          5.818 METERS 01131     |
 DK2067| CY7120 PIONEER RM 1                          5.566 METERS 13712     |
 DK2067| CY7119 PIONEER AZ MK                                      2195033.4 |
 DK2067|---------------------------------------------------------------------|
 DK2067
 DK2067                          SUPERSEDED SURVEY CONTROL
 DK2067
 DK2067  NAD 83(1992)-  33 00 25.08278(N)    091 37 26.33271(W) AD(       ) 1
 DK2067  NAD 83(1986)-  33 00 25.09450(N)    091 37 26.32837(W) AD(       ) 1
 DK2067  NAD 27      -  33 00 24.63838(N)    091 37 25.89147(W) AD(       ) 1
 DK2067  NGVD 29 (07/19/86)   88.39   (m)          290.0    (f) LEVELING    3  
 DK2067
 DK2067.Superseded values are not recommended for survey control.
 DK2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2067.See file dsdata.txt to determine how the superseded data were derived.
 DK2067
 DK2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2853752900(NAD 83)
 DK2067_MARKER: DS = TRIANGULATION STATION DISK
 DK2067_SETTING: 0 = UNSPECIFIED SETTING
 DK2067
 DK2067  HISTORY     - Date     Condition        Report By
 DK2067  HISTORY     - 1970     MONUMENTED       NGS
 DK2067
 DK2067                          STATION DESCRIPTION
 DK2067
 DK2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 DK2067'THE STATION IS LOCATED ABOUT 3 MILES WEST AND 3-3/4 MILES SOUTH
 DK2067'OF WILMOT, ARKANSAS, AND 3 MILES NORTH-NORTHEAST OF JONES,
 DK2067'LOUISIANA, IN SECTION 33, T 19 S, R 5 W, JUST A FEW FEET NORTH
 DK2067'OF THE ARKANSAS-LOUISIANA STATE LINE, ON THE TOP OF THE PIONEER
 DK2067'GRAIN ELEVATOR, MR. STANFORD SIVILS, POST OFFICE BOX 6 WILMOT,
 DK2067'ARKANSAS IS THE MANAGER AND WAS CONTACTED, HIS PHONE NUMBER IS
 DK2067'823-5107 OUT OF BONITA LOUISIANA.
 DK2067'
 DK2067'TO REACH THE STATION FROM JONES POST OFFICE, GO NORTHERLY ON
 DK2067'U.S. HIGHWAY 165 FOR 2.3 MILES TO THE AZIMUTH MARK ON THE
 DK2067'LEFT.  CONTINUE NORTHERLY ON HIGHWAY 165 FOR 0.8 MILE TO THE
 DK2067'PIONEER GRAIN ELEVATOR AND THE STATION ON THE LEFT.  (THE MANAGER
 DK2067'WILL SHOW THE WAY TO THE TOP OF THE BUILDING).
 DK2067'
 DK2067'THE STATION MARK IS A STANDARD DISK STAMPED PIONEER 1970,
 DK2067'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE GRAIN
 DK2067'ELEVATOR.  IT IS 14 FEET NORTH-NORTHWEST OF A MANHOLE, 15 FEET
 DK2067'NORTH OF THE SOUTH EDGE OF THE ROOF AND 20.5 FEET EAST OF THE
 DK2067'WEST EDGE OF THE ROOF.
 DK2067'
 DK2067'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PIONEER NO 1 1970,
 DK2067'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE GRAIN
 DK2067'ELEVATOR.  IT IS 3.2 FEET WEST OF THE EAST EDGE OF THE ROOF AND
 DK2067'13.2 FEET NORTH OF THE SOUTH EDGE OF THE ROOF.
 DK2067'
 DK2067'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PIONEER NO 2 1970,
 DK2067'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE GRAIN
 DK2067'ELEVATOR.  IT IS 2.7 FEET SOUTH OF THE NORTH EDGE OF THE ROOF
 DK2067'AND 10.6 FEET EAST OF THE WEST EDGE OF THE ROOF.
 DK2067'
 DK2067'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PIONEER 1970,
 DK2067'CEMENTED IN A DRILL HOLE NEAR THE CENTER OF A CONCRETE HEADWALL
 DK2067'OF A CULVERT.  IT IS 4 INCHES BELOW THE SURFACE OF THE HIGHWAY,
 DK2067'3.8 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 21 FEET
 DK2067'WEST-NORTHWEST OF THE CENTER OF HIGHWAY 165.
 DK2067'
 DK2067'HEIGHT OF LIGHT ABOVE STATION MARK 0.1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2343 ***********************************************************************
 AU2343  DESIGNATION -  PIQUANT
 AU2343  PID         -  AU2343
 AU2343  STATE/COUNTY-  LA/TERREBONNE
 AU2343  USGS QUAD   -  MORGAN CITY SE (1994)
 AU2343
 AU2343                         *CURRENT SURVEY CONTROL
 AU2343  ___________________________________________________________________
 AU2343* NAD 83(1992)-  29 30 51.78098(N)    091 00 30.77166(W)     ADJUSTED  
 AU2343* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2343  **This station is located in a subsidence area (see below).
 AU2343  ___________________________________________________________________
 AU2343  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AU2343  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AU2343
 AU2343  HORZ ORDER  -  SECOND
 AU2343
 AU2343.The horizontal coordinates were established by classical geodetic methods
 AU2343.and adjusted by the National Geodetic Survey in January 1993..
 AU2343
 AU2343 ** The orthometric height has not been validated since last determined
 AU2343 ** by differential leveling and should not be used for control purposes.
 AU2343 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2343 ** area with valid NAVD 88 orthometric heights.
 AU2343 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2343 ** epoch indicated which incorporates improved geoid heights for the
 AU2343 ** Southern Louisiana Subsidence area.
 AU2343 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2343.The orthometric height was scaled from a topographic map.
 AU2343
 AU2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2343
 AU2343.The geoid height was determined by GEOID03.
 AU2343
 AU2343;                    North         East     Units Scale Factor Converg.
 AU2343;SPC LA S     -   112,484.607 1,031,487.554   MT  0.99996154   +0 09 44.6
 AU2343;SPC LA S     -   369,043.25  3,384,138.75   sFT  0.99996154   +0 09 44.6
 AU2343;UTM  15      - 3,266,630.056   693,019.356   MT  1.00005972   +0 58 53.0
 AU2343
 AU2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2343!SPC LA S     -   1.00000397  x   0.99996154  =   0.99996551
 AU2343!UTM  15      -   1.00000397  x   1.00005972  =   1.00006369
 AU2343
 AU2343:                Primary Azimuth Mark                     Grid Az
 AU2343:SPC LA S     -  COPASAW                                  116 45 20.6
 AU2343:UTM  15      -  COPASAW                                  115 56 12.2
 AU2343
 AU2343|---------------------------------------------------------------------|
 AU2343| PID    Reference Object                     Distance      Geod. Az  |
 AU2343|                                                           dddmmss.s |
 AU2343| AU3094 COPASAW                             APPROX. 5.8 KM 1165505.2 |
 AU2343| CV9277 PIQUANT RM 1                         25.240 METERS 20207     |
 AU2343| AU2344 PIQUANT 2                            28.779 METERS 27754     |
 AU2343|---------------------------------------------------------------------|
 AU2343
 AU2343                          SUPERSEDED SURVEY CONTROL
 AU2343
 AU2343  NAD 83(1986)-  29 30 51.80757(N)    091 00 30.77599(W) AD(       ) 2
 AU2343  NAD 27      -  29 30 51.03700(N)    091 00 30.42600(W) AD(       ) 2
 AU2343
 AU2343.Superseded values are not recommended for survey control.
 AU2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2343.See file dsdata.txt to determine how the superseded data were derived.
 AU2343
 AU2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9301966630(NAD 83)
 AU2343_MARKER: DS = TRIANGULATION STATION DISK
 AU2343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2343_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2343
 AU2343  HISTORY     - Date     Condition        Report By
 AU2343  HISTORY     - 1934     MONUMENTED       CGS
 AU2343  HISTORY     - 1940     GOOD             CGS
 AU2343  HISTORY     - 1948     GOOD             CGS
 AU2343  HISTORY     - 1952     GOOD             CGS
 AU2343  HISTORY     - 1953     MARK NOT FOUND   SUPOCO
 AU2343  HISTORY     - 1966     GOOD             CGS
 AU2343  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AU2343
 AU2343                          STATION DESCRIPTION
 AU2343
 AU2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU2343'STATION IS AT THE JUNCTION OF BAYOU PENCHANT AND BAYOU PIQUANT,
 AU2343'5 METERS (16 FEET) W OF BAYOU PIQUANT, 25 METERS (80 FEET)
 AU2343'N OF BAYOU PENCHANT, 5 METERS (16 FEET) W OF TWO SMALL TREES
 AU2343'WHICH ARE THE ONLY TREES IN THAT VICINITY, AND IN SOFT MARSH.
 AU2343'
 AU2343'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2343'IN THE TOP OF A TILE.
 AU2343'
 AU2343'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU2343'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2343'PILE DRIVEN INTO THE MARSH, IS 12 METERS (39 FEET) FROM
 AU2343'BAYOU PENCHANT AND 25.240 METERS (82.81 FEET) FROM THE STATION
 AU2343'S 22 DEG 07 MIN W.
 AU2343'
 AU2343'TT 63F (USGS), A STANDARD BRONZE TABLET IN A SQUARE CONCRETE
 AU2343'POST PROJECTING 6 INCHES, STAMPED T.T. 63 F 1932, IS 55 FEET
 AU2343'N OF THE N BANK OF BAYOU PENCHANT, 22 FEET E OF THE E BANK
 AU2343'OF BAYOU PIQUANT, AND 46.83 METERS (153.6 FEET) FROM THE
 AU2343'STATION S 82 DEG 40 MIN E.
 AU2343
 AU2343                          STATION RECOVERY (1940)
 AU2343
 AU2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WRC)
 AU2343'STATION AND T.T. 63F U.S.G.S. FOUND IN GOOD CONDITION EXCEPT
 AU2343'THAT BRASS MARKER HAS BEEN SOMEWHAT OBLITERATED AS TRAPPERS
 AU2343'HAVE USED THE MONUMENT TO CHOP WOOD ON.
 AU2343'
 AU2343'ORIGINAL DESCRIPTION ADEQUATE.
 AU2343'
 AU2343'REFERENCE MARK NO. 1 WAS NOT LOCATED.
 AU2343
 AU2343                          STATION RECOVERY (1948)
 AU2343
 AU2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU2343'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AU2343'A WOODEN TOWER ABOUT 20 FEET HIGH IS IN PLACE OVER THE STATION.
 AU2343
 AU2343                          STATION RECOVERY (1952)
 AU2343
 AU2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2343'STATION AND TT 63 F (U.S.G.S.) WERE RECOVERED IN FAIR CONDITION.
 AU2343'THE POSITION OF REFERENCE MARK 1 NOW LIES WITHIN BAYOU PENCHANT
 AU2343'AND THE MARK IS LOST.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2343'
 AU2343'STATION IS LOCATED AT THE CONFLUENCE OF BAYOU PENCHANT AND
 AU2343'BAYOU PIQUANT, 18.5 FT. S-SW OF THE S ONE OF TWO PROMINENT
 AU2343'CYPRESS TREES, AND 3 FT. S OF A 4- BY 4-IN. WOODEN WITNESS
 AU2343'POST.  THE APPARENT SHORELINE OF BAYOU PIQUANT IS 17 FT.
 AU2343'N 50 DEG E, AND THE APPARENT SHORELINE OF
 AU2343'BAYOU PENCHANT IS 62 FT. S 14 DEG W.  IT
 AU2343'IS A STANDARD DISK, SET IN CONCRETE IN THE TOP OF A 10-IN.
 AU2343'TILE 3 IN. BELOW THE SURFACE OF THE MARSH.  THE DISK HAS
 AU2343'BEEN DEFACED AND IT IS NOW UNREADABLE.
 AU2343'
 AU2343'TT 63 F (U.S.G.S.) IS ACROSS BAYOU PIQUANT FROM THE STATION
 AU2343'(46.83 M. OR 153.6 FT. S 82 DEG 40 MIN E, AND 2 FT.
 AU2343'E OF A 4- BY 4-IN. WOODEN WITNESS POST.  THE POINT OF LAND
 AU2343'AT THE CONFLUENCE OF BAYOU PIQUANT AND BAYOU PENCHANT IS
 AU2343'34 FT. S 6 DEG W.  IT IS A UNITED STATES
 AU2343'GEOLOGICAL SURVEY BENCH-MARK DISK, STAMPED TT 63 F 1932 AND
 AU2343'SET IN THE TOP OF A 6- BY 6-IN. CONCRETE POST 3 IN. BELOW
 AU2343'THE SURFACE OF THE MARSH.
 AU2343
 AU2343                          STATION RECOVERY (1953)
 AU2343
 AU2343'RECOVERY NOTE BY SUPERIOR OIL COMPANY 1953 (JMM)
 AU2343'STATION SEEMED TO BE REPLACED BY A 4- BY 4-IN. POST PAINTED
 AU2343'WHITE WITH THE LETTERS U.S. ON IT.
 AU2343
 AU2343                          STATION RECOVERY (1966)
 AU2343
 AU2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2343'STATION MARK WAS RECOVERED IN FAIR CONDITION.  IT IS AT THE
 AU2343'EDGE OF THE WATER AND SHOULD BE MOVED AS IT WILL SOON BE
 AU2343'WASHED AWAY.  A METAL WITNESS POST WAS SET 1 FOOT NORTHWEST
 AU2343'OF THE MARK.  REFERENCE MARK 1 AND TT 63F (USGS) WERE NOT
 AU2343'RECOVERED AND ARE NO DOUBT LOST DUE TO EROSION OF THE BANK
 AU2343'OF THE BAYOU.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 AU2343'AS MENTIONED.
 AU2343
 AU2343                          STATION RECOVERY (1968)
 AU2343
 AU2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AU2343'THE STATION WAS VISITED 10-9-68 AND THE STATION WAS FOUND
 AU2343'IN FAIR CONDITION.  REFERENCE MARK NO. 1 AND TT63F (USGS)
 AU2343'WERE DESTROYED PRIOR TO THIS DATE.  DUE TO THE DANGER OF BEING
 AU2343'DESTROYED A NEW STATION WAS ESTABLISHED AT THIS DATE.  STATION
 AU2343'PIQUANT 2 1968 WAS ESTABLISHED 94.42 FEET WEST OF THE STATION.
 AU2343'THE STATION WAS LEFT AS FOUND BUT WILL SOON BE DESTROYED.
 AU2343'SEE DESCRIPTION OF PIQUANT 2 1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2344 ***********************************************************************
 AU2344  DESIGNATION -  PIQUANT 2
 AU2344  PID         -  AU2344
 AU2344  STATE/COUNTY-  LA/TERREBONNE
 AU2344  USGS QUAD   -  MORGAN CITY SE (1994)
 AU2344
 AU2344                         *CURRENT SURVEY CONTROL
 AU2344  ___________________________________________________________________
 AU2344* NAD 83(1992)-  29 30 51.90936(N)    091 00 31.83014(W)     ADJUSTED  
 AU2344* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2344  **This station is located in a subsidence area (see below).
 AU2344  ___________________________________________________________________
 AU2344  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AU2344  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AU2344
 AU2344  HORZ ORDER  -  THIRD
 AU2344
 AU2344.The horizontal coordinates were established by classical geodetic methods
 AU2344.and adjusted by the National Geodetic Survey in January 1993..
 AU2344.No horizontal observational check was made to the station.
 AU2344
 AU2344 ** The orthometric height has not been validated since last determined
 AU2344 ** by differential leveling and should not be used for control purposes.
 AU2344 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2344 ** area with valid NAVD 88 orthometric heights.
 AU2344 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2344 ** epoch indicated which incorporates improved geoid heights for the
 AU2344 ** Southern Louisiana Subsidence area.
 AU2344 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2344.The orthometric height was scaled from a topographic map.
 AU2344
 AU2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2344
 AU2344.The geoid height was determined by GEOID03.
 AU2344
 AU2344;                    North         East     Units Scale Factor Converg.
 AU2344;SPC LA S     -   112,488.479 1,031,459.037   MT  0.99996154   +0 09 44.1
 AU2344;SPC LA S     -   369,055.95  3,384,045.19   sFT  0.99996154   +0 09 44.1
 AU2344;UTM  15      - 3,266,633.520   692,990.785   MT  1.00005959   +0 58 52.4
 AU2344
 AU2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2344!SPC LA S     -   1.00000397  x   0.99996154  =   0.99996551
 AU2344!UTM  15      -   1.00000397  x   1.00005959  =   1.00006356
 AU2344
 AU2344|---------------------------------------------------------------------|
 AU2344| PID    Reference Object                     Distance      Geod. Az  |
 AU2344|                                                           dddmmss.s |
 AU2344| AU2343 PIQUANT                              28.779 METERS 09754     |
 AU2344| CV9279 PIQUANT 2 RM 4                       17.585 METERS 24851     |
 AU2344| CV9278 PIQUANT 2 RM 3                       18.806 METERS 31642     |
 AU2344|---------------------------------------------------------------------|
 AU2344
 AU2344                          SUPERSEDED SURVEY CONTROL
 AU2344
 AU2344  NAD 83(1986)-  29 30 51.93596(N)    091 00 31.83447(W) AD(       ) 3
 AU2344  NAD 27      -  29 30 51.16540(N)    091 00 31.48446(W) AD(       ) 3
 AU2344
 AU2344.Superseded values are not recommended for survey control.
 AU2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2344.See file dsdata.txt to determine how the superseded data were derived.
 AU2344
 AU2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9299166634(NAD 83)
 AU2344_MARKER: DS = TRIANGULATION STATION DISK
 AU2344_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU2344+WITH SETTING: INFORMATION.
 AU2344_SP_SET: PREFABRICATED CONCRETE POST
 AU2344
 AU2344  HISTORY     - Date     Condition        Report By
 AU2344  HISTORY     - 1968     MONUMENTED       CGS
 AU2344
 AU2344                          STATION DESCRIPTION
 AU2344
 AU2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AU2344'THE STATION IS LOCATED AT THE CONFLUENCE OF BAYOU PENCHANT
 AU2344'AND BAYOU PIQUANT, 59 FEET WEST OF THE WEST BANK OF BAYOU
 AU2344'PIQUANT AND 59 FEET NORTH OF THE NORTH BANK OF BAYOU PENCHANT
 AU2344'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 AU2344'TRIANGULATION STATION DISK STAMPED PIQUANT 2 1968, CRIMPED
 AU2344'ON A COPPER WELD ROD DRIVEN INTO THE MARSH AND PROTECTED BY
 AU2344'A 4-INCH ORANGEBURG PIPE PROJECTING 2 FEET.
 AU2344'
 AU2344'REFERENCE MARK NO. 3 IS 61.69 FEET NORTHWEST OF THE STATION,
 AU2344'50 FEET WEST OF BAYOU PIQUANT AND 119 FEET NORTH OF THE NORTH
 AU2344'BANK OF BAYOU PENCHANT.  IT IS A REFERENCE MARK DISK CRIMPED
 AU2344'ON A COPPER WELD ROD DRIVEN INTO THE MARSH AND PROTECTED BY
 AU2344'A SECTION OF 4-INCH ORANGEBURG PIPE PROJECTING ABOUT 2 FEET.
 AU2344'
 AU2344'REFERENCE MARK NO. 4 IS 57.70 FEET SOUTHWEST OF THE STATION,
 AU2344'59 FEET NORTH OF THE NORTH BANK OF BAYOU PENCHANT AND 110
 AU2344'FEET WEST OF THE WEST BANK OF BAYOU PIQUANT.  IT IS A REFERENCE
 AU2344'MARK DISK CRIMPED ON A COPPER WELD ROD DRIVEN IN THE MARSH
 AU2344'AND PROTECTED BY A SECTION OF 4-INCH ORANGEBURG PIPE PROJECTING
 AU2344'2 FEET.
 AU2344'
 AU2344'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION
 AU2344'
 AU2344'THE STATION MAY BE REACHED ONLY BY BOAT OR AIRCRAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2613 ***********************************************************************
 AU2613  DESIGNATION -  PIRRE 1955
 AU2613  PID         -  AU2613
 AU2613  STATE/COUNTY-  LA/IBERIA
 AU2613  USGS QUAD   -  WEEKS (1994)
 AU2613
 AU2613                         *CURRENT SURVEY CONTROL
 AU2613  ___________________________________________________________________
 AU2613* NAD 83(1992)-  29 45 04.69301(N)    091 51 15.95708(W)     ADJUSTED  
 AU2613* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2613  **This station is located in a subsidence area (see below).
 AU2613  ___________________________________________________________________
 AU2613  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU2613  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AU2613
 AU2613  HORZ ORDER  -  THIRD
 AU2613
 AU2613.The horizontal coordinates were established by classical geodetic methods
 AU2613.and adjusted by the National Geodetic Survey in January 1993..
 AU2613
 AU2613 ** The orthometric height has not been validated since last determined
 AU2613 ** by differential leveling and should not be used for control purposes.
 AU2613 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2613 ** area with valid NAVD 88 orthometric heights.
 AU2613 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2613 ** epoch indicated which incorporates improved geoid heights for the
 AU2613 ** Southern Louisiana Subsidence area.
 AU2613 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2613.The orthometric height was scaled from a topographic map.
 AU2613
 AU2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2613
 AU2613.The geoid height was determined by GEOID03.
 AU2613
 AU2613;                    North         East     Units Scale Factor Converg.
 AU2613;SPC LA S     -   138,814.891   949,599.626   MT  0.99993517   -0 15 38.0
 AU2613;SPC LA S     -   455,428.52  3,115,478.11   sFT  0.99993517   -0 15 38.0
 AU2613;UTM  15      - 3,291,777.836   610,765.556   MT  0.99975138   +0 34 06.7
 AU2613
 AU2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2613!SPC LA S     -   1.00000410  x   0.99993517  =   0.99993927
 AU2613!UTM  15      -   1.00000410  x   0.99975138  =   0.99975547
 AU2613
 AU2613:                Primary Azimuth Mark                     Grid Az
 AU2613:SPC LA S     -  WEEKS IS MORTON SALT CO TANK             036 05 05.6
 AU2613:UTM  15      -  WEEKS IS MORTON SALT CO TANK             035 15 20.9
 AU2613
 AU2613|---------------------------------------------------------------------|
 AU2613| PID    Reference Object                     Distance      Geod. Az  |
 AU2613|                                                           dddmmss.s |
 AU2613| AU2618 WEEKS IS MORTON SALT CO TANK        APPROX. 7.5 KM 0354927.6 |
 AU2613| AU2617 CYPREMORT PLANTATION STK            APPROX. 8.3 KM 0713345.4 |
 AU2613| AU2587 FLOATING RIG B                      APPROX.10.0 KM 2145139.2 |
 AU2613| AU2586 FLOATING RIG A                      APPROX.10.4 KM 2152045.8 |
 AU2613| AU2630 AVERY ISLAND SALT WORKS TANK        APPROX.16.8 KM 3412412.6 |
 AU2613|---------------------------------------------------------------------|
 AU2613
 AU2613                          SUPERSEDED SURVEY CONTROL
 AU2613
 AU2613  NAD 83(1986)-  29 45 04.71413(N)    091 51 15.95033(W) AD(       ) 3
 AU2613  NAD 27      -  29 45 03.95700(N)    091 51 15.53600(W) AD(       ) 3
 AU2613
 AU2613.Superseded values are not recommended for survey control.
 AU2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2613.See file dsdata.txt to determine how the superseded data were derived.
 AU2613
 AU2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1076691778(NAD 83)
 AU2613_MARKER: DS = TRIANGULATION STATION DISK
 AU2613_SETTING: 0 = UNSPECIFIED SETTING
 AU2613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2613
 AU2613  HISTORY     - Date     Condition        Report By
 AU2613  HISTORY     - 1955     MONUMENTED       CGS
 AU2613
 AU2613                          STATION DESCRIPTION
 AU2613
 AU2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2613'STATION IS LOCATED NE OF CYPREMORT POINT, IN THE SOUTHERN
 AU2613'PART OF SHARK ISLAND AT THE NE AND OF A CANAL LEADING TO AN
 AU2613'ABANDONED DRILLING SITE.  THE ENTRANCE TO THE CANAL IS 0.5
 AU2613'MILE UP BAYOU PIRRE FROM ITS MOUTH.  THE STATION IS 22 FEET NE
 AU2613'OF THE SE CORNER OF THE CANAL AND ON RANGE WITH THE SE SIDE OF
 AU2613'THE CANAL.  A STANDARD DISK, STAMPED PIRRE 1955, IN THE TOP
 AU2613'OF A 2-1/2 INCH IRON PIPE PROJECTING 8 INCHES.  LOCATED BY
 AU2613'THREE POINT FIX.
 AU2613'
 AU2613'NO REFERENCE MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4719 ***********************************************************************
 BJ4719  DESIGNATION -  PISGAH
 BJ4719  PID         -  BJ4719
 BJ4719  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4719  USGS QUAD   -  ROGILLIOVILLE (1984)
 BJ4719
 BJ4719                         *CURRENT SURVEY CONTROL
 BJ4719  ___________________________________________________________________
 BJ4719* NAD 83(1992)-  30 57 40.07307(N)    091 09 42.49881(W)     ADJUSTED  
 BJ4719* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BJ4719  ___________________________________________________________________
 BJ4719  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4719  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4719
 BJ4719  HORZ ORDER  -  FIRST
 BJ4719
 BJ4719.The horizontal coordinates were established by classical geodetic methods
 BJ4719.and adjusted by the National Geodetic Survey in May 1994..
 BJ4719
 BJ4719.The orthometric height was scaled from a topographic map.
 BJ4719
 BJ4719.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4719
 BJ4719.The geoid height was determined by GEOID03.
 BJ4719
 BJ4719;                    North         East     Units Scale Factor Converg.
 BJ4719;SPC LA S     -   272,827.337 1,016,389.381   MT  1.00006596   +0 05 08.8
 BJ4719;SPC LA S     -   895,101.02  3,334,604.16   sFT  1.00006596   +0 05 08.8
 BJ4719;SPC MS W     -   162,262.033   620,847.978   MT  1.00002725   -0 25 34.4
 BJ4719;SPC MS W     -   532,354.69  2,036,898.74   sFT  1.00002725   -0 25 34.4
 BJ4719;UTM  15      - 3,426,743.544   675,570.635   MT  0.99998025   +0 56 45.3
 BJ4719
 BJ4719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4719!SPC LA S     -   0.99998871  x   1.00006596  =   1.00005467
 BJ4719!SPC MS W     -   0.99998871  x   1.00002725  =   1.00001596
 BJ4719!UTM  15      -   0.99998871  x   0.99998025  =   0.99996896
 BJ4719
 BJ4719:                Primary Azimuth Mark                     Grid Az
 BJ4719:SPC LA S     -  CENTREVILLE MUNICIPAL TANK               032 44 07.9
 BJ4719:SPC MS W     -  CENTREVILLE MUNICIPAL TANK               033 14 51.1
 BJ4719:UTM  15      -  CENTREVILLE MUNICIPAL TANK               031 52 31.4
 BJ4719
 BJ4719|---------------------------------------------------------------------|
 BJ4719| PID    Reference Object                     Distance      Geod. Az  |
 BJ4719|                                                           dddmmss.s |
 BJ4719| BW2454 CENTREVILLE MUNICIPAL TANK          APPROX.16.7 KM 0324916.7 |
 BJ4719| CW2207 PISGAH RM 1                          29.938 METERS 07118     |
 BJ4719| BJ4673 SWING ALONG PLANTATION TANK         APPROX.12.0 KM 0994536.7 |
 BJ4719| CW2206 PISGAH AZ MK                                       2230913.4 |
 BJ4719| CW2208 PISGAH RM 2                          27.895 METERS 35043     |
 BJ4719|---------------------------------------------------------------------|
 BJ4719
 BJ4719                          SUPERSEDED SURVEY CONTROL
 BJ4719
 BJ4719  NAD 83(1992)-  30 57 40.07740(N)    091 09 42.49997(W) AD(       ) 1
 BJ4719  NAD 83(1986)-  30 57 40.08983(N)    091 09 42.49442(W) AD(       ) 1
 BJ4719  NAD 27      -  30 57 39.44647(N)    091 09 42.10936(W) AD(       ) 1
 BJ4719
 BJ4719.Superseded values are not recommended for survey control.
 BJ4719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4719.See file dsdata.txt to determine how the superseded data were derived.
 BJ4719
 BJ4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7557126744(NAD 83)
 BJ4719_MARKER: DS = TRIANGULATION STATION DISK
 BJ4719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4719
 BJ4719  HISTORY     - Date     Condition        Report By
 BJ4719  HISTORY     - 1939     MONUMENTED       CGS
 BJ4719  HISTORY     - 1954     GOOD             CGS
 BJ4719  HISTORY     - 1956     GOOD             LOCENG
 BJ4719
 BJ4719                          STATION DESCRIPTION
 BJ4719
 BJ4719'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4719'THE STATION IS ON LAND BELONGING TO THE PISGAH AFRICAN METHODIST
 BJ4719'CHURCH, 3.5 MILES W OF NORWOOD AND 2.5 MILES S OF THE
 BJ4719'MISSISSIPPI-LOUISIANA STATE LINE.  IT IS ON THE HIGHEST PART OF A
 BJ4719'KNOLL, IN THE Y BETWEEN TWO DIRT ROADS, ABOUT 100 YARDS W OF THE
 BJ4719'FORKS, AND 61 FEET N OF THE S FORK, 90 FEET S OF THE SE CORNER
 BJ4719'OF THE PISGAH CHURCH, AND 18 FEET NE OF A 9-INCH BLAZED LONG
 BJ4719'LEAF PINE TREE.  THE MARK PROJECTS 6 INCHES
 BJ4719'ABOVE GROUND AND IS STAMPED PISGAH 1939.
 BJ4719'
 BJ4719'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4719'BRONZE DISKS SET IN CONCRETE.
 BJ4719'
 BJ4719'REFERENCE MARK NO. 1 IS 98.28 FEET ENE OF THE STATION.  THE MARK
 BJ4719'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED PISGAH
 BJ4719'NO. 1 1939.  REFERENCE MARK NO. 2 IS 91.52 FEET N OF THE
 BJ4719'STATION AND 8 FEET W OF THE SW CORNER OF THE CHURCH.  THE MARK
 BJ4719'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED
 BJ4719'PISGAH NO. 2 1939.
 BJ4719'
 BJ4719'THE AZIMUTH MARK IS ABOUT 0.3 MILE SW OF THE STATION.  IT IS
 BJ4719'29 FEET W OF THE CENTER OF A DIRT ROAD, AND 50 YARDS S OF A
 BJ4719'FENCE AND FIELD AND A TURN TO THE S IN THE ROAD, IN A SMALL
 BJ4719'CLEARING IN THE TIMBER.
 BJ4719'
 BJ4719'TO REACH THE STATION FROM NORWOOD, DRIVE N ON LOUISIANA
 BJ4719'HIGHWAY 91 FROM THE RAILROAD STATION FOR 0.8 MILE, THEN TURN
 BJ4719'LEFT, (W) ACROSS THE RAILROAD TRACKS AND DRIVE 0.8 MILE TO
 BJ4719'A CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE AND TAKE THE
 BJ4719'MAIN LEFT FORK, THEN DRIVE 2.6 MILES TO THE TOP OF THE HILL AND
 BJ4719'THE PISGAH CHURCH AND THE STATION ON THE HIGHEST PART OF THE
 BJ4719'HILL.
 BJ4719'
 BJ4719'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SW ON THE
 BJ4719'LEFT FORK FOR 0.3 MILE TO THE MARK ON THE W SIDE OF THE ROAD.
 BJ4719'
 BJ4719'A 90-FOOT TOWER AT PISGAH WILL SEE A 100-FOOT LIGHT AT HARANG.
 BJ4719'
 BJ4719'A 90-FOOT TOWER AT PISGAH WILL SEE A 100-FOOT LIGHT AT GREEN.
 BJ4719'
 BJ4719'A 90-FOOT TOWER AT PISGAH WILL SEE A 100-FOOT LIGHT AT STOCKERT.
 BJ4719'
 BJ4719'A 90-FOOT TOWER AT PISGAH WILL SEE A 113-FOOT LIGHT AT BRIDGES.
 BJ4719'
 BJ4719'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BJ4719
 BJ4719                          STATION RECOVERY (1954)
 BJ4719
 BJ4719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4719'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4719'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION
 BJ4719'WITHOUT CONSIDERABLE CLEARING.  A NEW DESCRIPTION FOLLOWS--
 BJ4719'
 BJ4719'THE STATION IS LOCATED ABOUT 3 MI. W-SW OF NORWOOD, ON THE GROUNDS
 BJ4719'OF THE PISGAH AFRICAN METHODIST CHURCH, AND ABOUT 3 MI. S OF
 BJ4719'THE MISSISSIPPI-LOUISIANA STATE LINE.  IT IS ON THE HIGHEST
 BJ4719'POINT OF A KNOLL IN THE FORKS OF A ROAD.  IT IS 90 FT. SE OF
 BJ4719'THE SW CORNER OF THE PISGAH CHURCH, 30 FT. SW OF THE CENTERLINE
 BJ4719'OF THE DRIVEWAY TO THE CHURCH, AND 57 FT. W OF THE CENTERLINE
 BJ4719'OF A DIRT ROAD.  IT IS A STANDARD DISK, STAMPED PISGAH 1939
 BJ4719'AND PROJECTING 6 IN.
 BJ4719'
 BJ4719'REFERENCE MARK 1 IS 92.28 FT. E-NE OF THE STATION, 78 FT. E OF
 BJ4719'THE SE CORNER OF THE CHURCH, AND 16 FT. N OF A POWER POLE WITH
 BJ4719'A TRANSFORMER.  IT IS A STANDARD DISK, STAMPED PISGAH NO 1 1939
 BJ4719'AND PROJECTING 6 IN.
 BJ4719'
 BJ4719'REFERENCE MARK 2 IS 91.52 FT. N OF THE STATION, AND 8 FT.
 BJ4719'W-SW OF THE SW CORNER OF THE CHURCH.  IT IS A STANDARD DISK,
 BJ4719'STAMPED PISGAH NO 2 1939 AND PROJECTS 5 IN.
 BJ4719'
 BJ4719'THE AZIMUTH MARK IS 0.4 MI. SW OF THE STATION, 50 YD. S OF
 BJ4719'THE SE CORNER OF A FIELD, 29 FT. W OF THE CENTERLINE OF A DIRT
 BJ4719'ROAD, AND 54 FT. E OF A HIGH POWER POLE.  IT IS A STANDARD DISK,
 BJ4719'STAMPED PISGAH 1939 AND PROJECTING 6 IN.
 BJ4719'
 BJ4719'TO REACH THE STATION FROM THE RAILROAD STATION IN NORWOOD, GO
 BJ4719'N ON STATE HIGHWAY 91 FOR 0.7 MI. TO A SIDE ROAD LEFT, TURN
 BJ4719'LEFT ACROSS THE TRACKS AND GO 0.8 MI. TO A FORK, TAKE THE LEFT
 BJ4719'FORK AND GO 0.5 MI. TO A FORK, TAKE THE LEFT FORK AND GO 2.6 MI.
 BJ4719'TO A FORK AND THE STATION.
 BJ4719'
 BJ4719'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SW FOR 0.4 MI.
 BJ4719'ON A WOODS ROAD TO A POINT WHERE THE ROAD TURNS S.  THE MARK
 BJ4719'IS ABOUT 100 FT. S OF THE TURN IN THE ROAD ON THE RIGHT SIDE
 BJ4719'OF THE ROAD.
 BJ4719
 BJ4719                          STATION RECOVERY (1956)
 BJ4719
 BJ4719'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ4719'RECOVERED BY JACK AMMANN ENGINEERS
 BJ4719'
 BJ4719'STATION WAS RECOVERED BUT DUE TO HEAVY BRUSH GROWTH, IDENTITY
 BJ4719'COULD NOT BE MADE.  ADD TO DESCRIPTION THAT ROAD HAS BEEN CUT
 BJ4719'CONNECTING THE FORKS.  THIS ROAD LEADS IN FRONT (EAST) OF THE
 BJ4719'THE CHURCH AND 30 FEET EAST OF STATION.
 BJ4719'
 BJ4719'R.M. 1 WAS NOT SEARCHED FOR.
 BJ4719'
 BJ4719'R.M. 2 WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4293 ***********************************************************************
 BJ4293  DESIGNATION -  PIT
 BJ4293  PID         -  BJ4293
 BJ4293  STATE/COUNTY-  LA/JEFFERSON
 BJ4293  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4293
 BJ4293                         *CURRENT SURVEY CONTROL
 BJ4293  ___________________________________________________________________
 BJ4293* NAD 83(1992)-  30 00 16.94515(N)    090 11 06.94549(W)     ADJUSTED  
 BJ4293* NAVD 88     -        -1.6  **(meters)      -5.   **(feet)  VERTCON   
 BJ4293  **This station is located in a subsidence area (see below).
 BJ4293  ___________________________________________________________________
 BJ4293  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4293  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ4293
 BJ4293  HORZ ORDER  -  SECOND
 BJ4293
 BJ4293.The horizontal coordinates were established by classical geodetic methods
 BJ4293.and adjusted by the National Geodetic Survey in January 1993..
 BJ4293
 BJ4293 ** The orthometric height has not been validated since last determined
 BJ4293 ** by differential leveling and should not be used for control purposes.
 BJ4293 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4293 ** area with valid NAVD 88 orthometric heights.
 BJ4293 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4293 ** epoch indicated which incorporates improved geoid heights for the
 BJ4293 ** Southern Louisiana Subsidence area.
 BJ4293 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4293
 BJ4293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4293
 BJ4293.The geoid height was determined by GEOID03.
 BJ4293
 BJ4293;                    North         East     Units Scale Factor Converg.
 BJ4293;SPC LA S     -   167,343.004 1,110,757.765   MT  0.99992575   +0 34 26.6
 BJ4293;SPC LA S     -   549,024.51  3,644,211.10   sFT  0.99992575   +0 34 26.6
 BJ4293;UTM  15      - 3,322,643.762   771,517.079   MT  1.00050965   +1 24 30.4
 BJ4293
 BJ4293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4293!SPC LA S     -   1.00000437  x   0.99992575  =   0.99993012
 BJ4293!UTM  15      -   1.00000437  x   1.00050965  =   1.00051402
 BJ4293
 BJ4293|---------------------------------------------------------------------|
 BJ4293| PID    Reference Object                     Distance      Geod. Az  |
 BJ4293|                                                           dddmmss.s |
 BJ4293| BJ4292 PIT LDH 1972 A POINT                 11.605 METERS 06441     |
 BJ4293| CW2210 PIT RM 1                             20.772 METERS 09356     |
 BJ4293| CW2209 PIT AZ MK                                          1761356.0 |
 BJ4293| CW2211 PIT RM 2                             16.549 METERS 18549     |
 BJ4293|---------------------------------------------------------------------|
 BJ4293
 BJ4293                          SUPERSEDED SURVEY CONTROL
 BJ4293
 BJ4293  NAD 83(1986)-  30 00 16.96064(N)    090 11 06.94398(W) AD(       ) 2
 BJ4293  NAD 27      -  30 00 16.23044(N)    090 11 06.67393(W) AD(       ) 2
 BJ4293  NGVD 29 (07/19/86)   -1.5    (m)           -5.     (f) VERT ANG       
 BJ4293
 BJ4293.Superseded values are not recommended for survey control.
 BJ4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4293.See file dsdata.txt to determine how the superseded data were derived.
 BJ4293
 BJ4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7151722644(NAD 83)
 BJ4293_MARKER: DD = SURVEY DISK
 BJ4293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4293
 BJ4293  HISTORY     - Date     Condition        Report By
 BJ4293  HISTORY     - 1972     MONUMENTED       LADH
 BJ4293
 BJ4293                          STATION DESCRIPTION
 BJ4293
 BJ4293'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ4293'THE STATION IS LOCATED 4 MILES NORTHEAST OF KENNER, 7 MILES NORTHWEST
 BJ4293'OF NEW ORLEANS AND 7.5 MILES NORTH NORTHWEST OF WESTWEGO, IN THE
 BJ4293'NORTHEAST QUARTER OF SECTION 44, T12S, R10E, AND ON THE PROPERTY
 BJ4293'OWNED BY LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4293'
 BJ4293'TO REACH THE STATION FROM THE SOUTH TOLL BOOTH ON THE LAKE
 BJ4293'PONTCHARTRAIN CAUSEWAY BRIDGE, DRIVE SOUTH ALONG CAUSEWAY BOULEVARD
 BJ4293'FOR 1.2 MILES TO THE JUNCTION WITH VETERANS MEMORIAL HIGHWAY, TURN
 BJ4293'RIGHT ON VETERANS MEMORIAL HIGHWAY AND GO WEST FOR 1.8 MILES TO
 BJ4293'THE JUNCTION WITH CLEARVIEW PARKWAY AND THE STATION WHICH IS SET
 BJ4293'ON THE LEFT AND SOUTH OF THE HIGHWAY NEAR THE CLEARVIEW SHOPPING
 BJ4293'CENTER.
 BJ4293'
 BJ4293'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 BJ4293'CLEARVIEW PARKWAY FOR 0.2 MILE.  THE MARK IS SET ON THE RIGHT AND
 BJ4293'WEST OF THE ROAD NEAR A RAMP LEADING TO INTERSTATE 10.
 BJ4293'
 BJ4293'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4293'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4293'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER BOX THAT IS 12
 BJ4293'INCHES BELOW THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE
 BJ4293'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 BJ4293'GROUND SURFACE.  THEY ARE STAMPED PIT 1972.  THE MARK IS SET IN THE
 BJ4293'NORTHWEST CORNER OF THE CLEARVIEW SHOPPING CENTER PARKING LOT, 78
 BJ4293'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE ON VETERANS
 BJ4293'MEMORIAL HIGHWAY, 70 FEET NORTH-NORTHEAST OF A FIRE HYDRANT, 50
 BJ4293'FEET EAST OF THE CENTER OF THE NORTH BOUND LANE ON CLEARVIEW
 BJ4293'PARKWAY, 25 FEET SOUTHEAST OF A POWER POLE AND 2 FEET EAST OF A
 BJ4293'METAL WITNESS POST AND SIGN.
 BJ4293'
 BJ4293'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4293'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4293'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4293'STAMPED PIT R.M. 1 1972.  IT IS 61 FEET NORTH OF A POWER POLE, 42
 BJ4293'FEET SOUTH OF A CATCH BASIN, 33 FEET EAST OF THE CENTER OF THE NORTH
 BJ4293'BOUND LANE ON CLEARVIEW PARKWAY AND 3 FEET NORTHEAST OF A FIRE
 BJ4293'HYDRANT.
 BJ4293'
 BJ4293'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4293'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4293'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4293'STAMPED PIT R.M. 2 1972.  IT IS 108 FEET EAST OF THE CENTER OF THE
 BJ4293'NORTH BOUND LANE ON CLEARVIEW PARKWAY, 91 FEET NORTHEAST OF A
 BJ4293'FIRE HYDRANT, 78 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE
 BJ4293'ON VETERANS MEMORIAL HIGHWAY AND 27 FEET WEST-SOUTHWEST OF A
 BJ4293'POWER POLE.
 BJ4293'
 BJ4293'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4293'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4293'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4293'STAMPED PIT AZ. MK. 1972.  IT IS SET IN THE NORTHWEST QUADRANT OF
 BJ4293'THE CLEARVIEW PARKWAY AND INTERSTATE 10 INTERCHANGE, 91 FEET SOUTH
 BJ4293'OF LIGHT STANDARD NO. 15204, 74 FEET NORTH OF LIGHT STANDARD NO.
 BJ4293'15205, 37 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE ON
 BJ4293'CLEARVIEW PARKWAY AND 2 FEET NORTH OF A METAL WITNESS POST AND
 BJ4293'SIGN.
 BJ4293'
 BJ4293'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2641 ***********************************************************************
 BH2641  DESIGNATION -  PITRE 2
 BH2641  PID         -  BH2641
 BH2641  STATE/COUNTY-  LA/ST BERNARD
 BH2641  USGS QUAD   -  ISLE AU PITRE (1994)
 BH2641
 BH2641                         *CURRENT SURVEY CONTROL
 BH2641  ___________________________________________________________________
 BH2641* NAD 83(1992)-  30 10 17.70535(N)    089 09 57.22128(W)     ADJUSTED  
 BH2641* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2641  ___________________________________________________________________
 BH2641  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BH2641  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BH2641
 BH2641  HORZ ORDER  -  SECOND
 BH2641
 BH2641.The horizontal coordinates were established by classical geodetic methods
 BH2641.and adjusted by the National Geodetic Survey in May 1994..
 BH2641
 BH2641.The orthometric height was scaled from a topographic map.
 BH2641
 BH2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2641
 BH2641.The geoid height was determined by GEOID03.
 BH2641
 BH2641;                    North         East     Units Scale Factor Converg.
 BH2641;SPC LA S     -   187,260.088 1,208,740.353   MT  0.99993016   +1 05 01.5
 BH2641;SPC LA S     -   614,369.14  3,965,675.64   sFT  0.99993016   +1 05 01.5
 BH2641;SPC MS E     -    74,487.964   267,969.237   MT  0.99996265   -0 10 01.7
 BH2641;SPC MS E     -   244,382.60    879,162.41   sFT  0.99996265   -0 10 01.7
 BH2641;UTM  16      - 3,339,780.395   291,440.000   MT  1.00013666   -1 05 20.2
 BH2641
 BH2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2641!SPC LA S     -   1.00000427  x   0.99993016  =   0.99993443
 BH2641!SPC MS E     -   1.00000427  x   0.99996265  =   0.99996692
 BH2641!UTM  16      -   1.00000427  x   1.00013666  =   1.00014093
 BH2641
 BH2641|---------------------------------------------------------------------|
 BH2641| PID    Reference Object                     Distance      Geod. Az  |
 BH2641|                                                           dddmmss.s |
 BH2641| DD8484 PITRE 2 RM 1                         40.950 METERS 09524     |
 BH2641| DD8485 PITRE 2 RM 2                         42.929 METERS 22314     |
 BH2641| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 8.6 KM 2324055.2 |
 BH2641| BH2634 MERRILL SHELL BANK LH               APPROX.11.1 KM 3140313.0 |
 BH2641|---------------------------------------------------------------------|
 BH2641
 BH2641                          SUPERSEDED SURVEY CONTROL
 BH2641
 BH2641  NAD 83(1992)-  30 10 17.71867(N)    089 09 57.21232(W) AD(       ) 2
 BH2641  NAD 83(1986)-  30 10 17.71876(N)    089 09 57.21249(W) AD(       ) 2
 BH2641  NAD 27      -  30 10 16.99800(N)    089 09 57.08100(W) AD(       ) 2
 BH2641
 BH2641.Superseded values are not recommended for survey control.
 BH2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2641.See file dsdata.txt to determine how the superseded data were derived.
 BH2641
 BH2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9144039780(NAD 83)
 BH2641_MARKER: DS = TRIANGULATION STATION DISK
 BH2641_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2641_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2641
 BH2641  HISTORY     - Date     Condition        Report By
 BH2641  HISTORY     - 1934     MONUMENTED       CGS
 BH2641  HISTORY     - 1951     MARK NOT FOUND   CGS
 BH2641  HISTORY     - 1952     MARK NOT FOUND   CGS
 BH2641
 BH2641                          STATION DESCRIPTION
 BH2641
 BH2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2641'STATION IS ON THE MOST NORTHERN TIP OF THE EASTERN PART OF THE ISLE
 BH2641'AU PITRE (A CHANNEL HAS BEEN WASHED THROUGH ABOUT ONE THIRD THE
 BH2641'LENGTH OF THE ISLAND FROM THE EASTERN END), 36 METERS SE FROM THE
 BH2641'NE POINT, ABOUT 20 METERS FROM THE SHORE LINE.
 BH2641'
 BH2641'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 BH2641'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS
 BH2641'SET IN CONCRETE IN THE TOP OF A TILE.
 BH2641'
 BH2641'REFERENCE MARK NO. 1 IS 21 METERS S AND 58 METERS W OF HIGH-WATER
 BH2641'LINE. REFERENCE MARK NO. 2 IS 10 METERS E OF HIGH-WATER LINE.
 BH2641'
 BH2641'MARKS IN 8-INCH TILE PROJECT ABOUT 10 INCHES ABOVE THE SURFACE OF
 BH2641'THE MARSH.
 BH2641'
 BH2641'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 BH2641
 BH2641                          STATION RECOVERY (1951)
 BH2641
 BH2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2641'STATION NOT RECOVERED. A THOROUGH SEARCH WAS MADE BY A THREE-MAN
 BH2641'PARTY, COVERING THE SMALL ISLAND NOW KNOWN AS LITTLE ISLE AU PITRE.
 BH2641'IT IS BELIEVED THAT STATION AND REFERENCE MARKS ARE LOST DUE TO
 BH2641'EROSION.
 BH2641
 BH2641                          STATION RECOVERY (1952)
 BH2641
 BH2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2641'THREE MEN SEARCHED FOR TWO HOURS WITHOUT FINDING ANY EVIDENCE OF THE
 BH2641'STATION OR REFERENCE MARKS. THE AREA HAD BEEN PREVIOUSLY SEARCHED
 BH2641'BY OIL COMPANY ENGINEERS AND GEOPHYSICAL CREWS, ALSO WITH NEGATIVE
 BH2641'RESULTS. PHOTOGRAPHS TEND TO SHOW THAT THE SHORELINE HAS BEEN
 BH2641'GREATLY CHANGED DUE TO EROSION.
 BH2641'
 BH2641'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST. SEE
 BH2641'DESCRIPTION FOR PITRE 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2640 ***********************************************************************
 BH2640  DESIGNATION -  PITRE 3
 BH2640  PID         -  BH2640
 BH2640  STATE/COUNTY-  LA/ST BERNARD
 BH2640  USGS QUAD   -  ISLE AU PITRE (1994)
 BH2640
 BH2640                         *CURRENT SURVEY CONTROL
 BH2640  ___________________________________________________________________
 BH2640* NAD 83(1992)-  30 10 08.17970(N)    089 09 59.35884(W)     ADJUSTED  
 BH2640* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2640  ___________________________________________________________________
 BH2640  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BH2640  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BH2640
 BH2640  HORZ ORDER  -  THIRD
 BH2640
 BH2640.The horizontal coordinates were established by classical geodetic methods
 BH2640.and adjusted by the National Geodetic Survey in May 1994..
 BH2640
 BH2640.The orthometric height was scaled from a topographic map.
 BH2640
 BH2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2640
 BH2640.The geoid height was determined by GEOID03.
 BH2640
 BH2640;                    North         East     Units Scale Factor Converg.
 BH2640;SPC LA S     -   186,965.755 1,208,688.722   MT  0.99993003   +1 05 00.4
 BH2640;SPC LA S     -   613,403.48  3,965,506.25   sFT  0.99993003   +1 05 00.4
 BH2640;SPC MS E     -    74,194.819   267,911.191   MT  0.99996270   -0 10 02.7
 BH2640;SPC MS E     -   243,420.84    878,971.97   sFT  0.99996270   -0 10 02.7
 BH2640;UTM  16      - 3,339,488.170   291,377.234   MT  1.00013699   -1 05 21.0
 BH2640
 BH2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2640!SPC LA S     -   1.00000427  x   0.99993003  =   0.99993430
 BH2640!SPC MS E     -   1.00000427  x   0.99996270  =   0.99996697
 BH2640!UTM  16      -   1.00000427  x   1.00013699  =   1.00014126
 BH2640
 BH2640:                Primary Azimuth Mark                     Grid Az
 BH2640:SPC LA S     -  CAT ISLAND LIGHTHOUSE                    002 48 43.1
 BH2640:SPC MS E     -  CAT ISLAND LIGHTHOUSE                    004 03 46.2
 BH2640:UTM  16      -  CAT ISLAND LIGHTHOUSE                    004 59 04.5
 BH2640
 BH2640|---------------------------------------------------------------------|
 BH2640| PID    Reference Object                     Distance      Geod. Az  |
 BH2640|                                                           dddmmss.s |
 BH2640| BH2646 CAT ISLAND LIGHTHOUSE               APPROX. 6.9 KM 0035343.5 |
 BH2640| DD8486 PITRE 3 RM 3                         36.847 METERS 10038     |
 BH2640| BH2628 DOOR POINT LIGHT                    APPROX.13.5 KM 1750156.6 |
 BH2640| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 8.4 KM 2340211.3 |
 BH2640| DD8487 PITRE 3 RM 4                         55.632 METERS 25758     |
 BH2640| BH2653 GRAND ISLAND CHANNEL LIGHT 9        APPROX.15.3 KM 2743643.9 |
 BH2640| BH2652 GRAND ISLAND CHANNEL LIGHT 1        APPROX.13.3 KM 2752228.7 |
 BH2640| BH2650 MARIANNE CHANNEL LIGHT 28           APPROX.11.6 KM 2831332.9 |
 BH2640| BH2648 MARIANNE CHANNEL LIGHT 18           APPROX.10.2 KM 2921813.9 |
 BH2640| BH2635 MARIANNE CHANNEL LIGHT 8            APPROX. 9.2 KM 3033256.6 |
 BH2640| BH2638 CAT ISLAND W END CHANNEL LT         APPROX. 7.2 KM 3353143.7 |
 BH2640|---------------------------------------------------------------------|
 BH2640
 BH2640                          SUPERSEDED SURVEY CONTROL
 BH2640
 BH2640  NAD 83(1992)-  30 10 08.19222(N)    089 09 59.35057(W) AD(       ) 3
 BH2640  NAD 83(1986)-  30 10 08.19267(N)    089 09 59.35060(W) AD(       ) 3
 BH2640  NAD 27      -  30 10 07.47400(N)    089 09 59.21700(W) AD(       ) 3
 BH2640
 BH2640.Superseded values are not recommended for survey control.
 BH2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2640.See file dsdata.txt to determine how the superseded data were derived.
 BH2640
 BH2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9137739488(NAD 83)
 BH2640_MARKER: DS = TRIANGULATION STATION DISK
 BH2640_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2640_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2640
 BH2640  HISTORY     - Date     Condition        Report By
 BH2640  HISTORY     - 1952     MONUMENTED       CGS
 BH2640  HISTORY     - 1965     MARK NOT FOUND   CGS
 BH2640
 BH2640                          STATION DESCRIPTION
 BH2640
 BH2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2640'STATION IS IN CENTER OF THE SMALL ISLAND AT THE MOST E PART OF THE
 BH2640'ISLE AU PITRE GROUP, 182 FEET W OF THE W BANK OF THE LARGE POND E
 BH2640'OF THE CENTER OF THE ISLAND. THE MEAN HIGH-WATER LINE IS 219 FEET S
 BH2640'OF THE STATION, AND 205 FEET N OF THE STATION.
 BH2640'
 BH2640'STATION MARK IS A STANDARD DISK, STAMPED PITRE 3 1952, SET IN A 4-
 BH2640'INCH CONCRETE PIPE PROJECTING ABOUT 14 INCHES AND IS SUPPORTED ON
 BH2640'AN 8-FOOT 2 X 4 POST DRIVEN INTO THE MARSH.
 BH2640'
 BH2640'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PITRE 3 NO 3 1952, SET
 BH2640'IN A 6-INCH CONCRETE PIPE PROJECTING ABOUT 14 INCHES, AND SUPPORTED
 BH2640'ON AN 8-FOOT 2 X 4 POST DRIVEN INTO THE MARSH. IT IS 88 FEET W OF
 BH2640'LARGE POND AND 153 FEET N OF MEAN HIGH-WATER LINE.
 BH2640'
 BH2640'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PITRE 3 NO 4 1952 AND
 BH2640'SET IN A 6-IN. CONCRETE PIPE PROJECTING ABOUT 14 IN., AND SUPPORTED
 BH2640'ON AN 8-FT. 2 X 5 POST DRIVEN INTO THE MARSH. IT IS 114 FT. N-NE OF
 BH2640'THE MEAN HIGH-WATERLINE, AND 143 FT. S-SW OF THE MEAN
 BH2640'HIGH-WATERLINE.
 BH2640'
 BH2640'HEIGHT OF LIGHT ABOVE STATION MARK - 7 M.
 BH2640
 BH2640                          STATION RECOVERY (1965)
 BH2640
 BH2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BH2640'THE COMPLETE ISLAND HAS BEEN DESTROYED BY EROSION AND NO DOUBT THE
 BH2640'STATION AND ALL MARKS ARE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2784 ***********************************************************************
 BX2784  DESIGNATION -  PLACID OIL CO RAD TOW KFE 246
 BX2784  PID         -  BX2784
 BX2784  STATE/COUNTY-  LA/NATCHITOCHES
 BX2784  USGS QUAD   -  COUP POINT (1983)
 BX2784
 BX2784                         *CURRENT SURVEY CONTROL
 BX2784  ___________________________________________________________________
 BX2784* NAD 83(1992)-  31 56 29.48927(N)    092 57 26.85576(W)     ADJUSTED  
 BX2784* NAVD 88     -                                                        
 BX2784  ___________________________________________________________________
 BX2784  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BX2784  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX2784
 BX2784  HORZ ORDER  -  THIRD
 BX2784
 BX2784.The horizontal coordinates were established by classical geodetic methods
 BX2784.and adjusted by the National Geodetic Survey in January 1993..
 BX2784
 BX2784
 BX2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2784
 BX2784.The geoid height was determined by GEOID03.
 BX2784
 BX2784;                    North         East     Units Scale Factor Converg.
 BX2784;SPC LA N     -   159,920.161   956,749.575   MT  0.99991483   -0 14 30.7
 BX2784;SPC LA N     -   524,671.39  3,138,935.90   sFT  0.99991483   -0 14 30.7
 BX2784;UTM  15      - 3,533,954.978   504,020.685   MT  0.99960020   +0 01 21.0
 BX2784
 BX2784                          SUPERSEDED SURVEY CONTROL
 BX2784
 BX2784  NAD 83(1986)-  31 56 29.50374(N)    092 57 26.84735(W) AD(       ) 4
 BX2784  NAD 27      -  31 56 28.92133(N)    092 57 26.27747(W) AD(       ) 3
 BX2784
 BX2784.Superseded values are not recommended for survey control.
 BX2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2784.See file dsdata.txt to determine how the superseded data were derived.
 BX2784
 BX2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR0402133955(NAD 83)
 BX2784_MARKER: 43 = RADIO/TV TOWER
 BX2784
 BX2784  HISTORY     - Date     Condition        Report By
 BX2784  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2784
 BX2784                          STATION DESCRIPTION
 BX2784
 BX2784'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2785 ***********************************************************************
 BX2785  DESIGNATION -  PLACID OIL CO STANDPIPE
 BX2785  PID         -  BX2785
 BX2785  STATE/COUNTY-  LA/NATCHITOCHES
 BX2785  USGS QUAD   -  COUP POINT (1983)
 BX2785
 BX2785                         *CURRENT SURVEY CONTROL
 BX2785  ___________________________________________________________________
 BX2785* NAD 83(1992)-  31 56 24.01230(N)    092 57 33.54158(W)     ADJUSTED  
 BX2785* NAVD 88     -                                                        
 BX2785  ___________________________________________________________________
 BX2785  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BX2785  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX2785
 BX2785  HORZ ORDER  -  THIRD
 BX2785
 BX2785.The horizontal coordinates were established by classical geodetic methods
 BX2785.and adjusted by the National Geodetic Survey in January 1993..
 BX2785
 BX2785
 BX2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2785
 BX2785.The geoid height was determined by GEOID03.
 BX2785
 BX2785;                    North         East     Units Scale Factor Converg.
 BX2785;SPC LA N     -   159,752.220   956,573.275   MT  0.99991482   -0 14 34.2
 BX2785;SPC LA N     -   524,120.41  3,138,357.49   sFT  0.99991482   -0 14 34.2
 BX2785;UTM  15      - 3,533,786.278   503,845.217   MT  0.99960018   +0 01 17.5
 BX2785
 BX2785                          SUPERSEDED SURVEY CONTROL
 BX2785
 BX2785  NAD 83(1986)-  31 56 24.02678(N)    092 57 33.53314(W) AD(       ) 4
 BX2785  NAD 27      -  31 56 23.44433(N)    092 57 32.96260(W) AD(       ) 3
 BX2785
 BX2785.Superseded values are not recommended for survey control.
 BX2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2785.See file dsdata.txt to determine how the superseded data were derived.
 BX2785
 BX2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR0384533786(NAD 83)
 BX2785_MARKER: 52 = STANDPIPE TANK
 BX2785
 BX2785  HISTORY     - Date     Condition        Report By
 BX2785  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2785
 BX2785                          STATION DESCRIPTION
 BX2785
 BX2785'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1886 ***********************************************************************
 CQ1886  DESIGNATION -  PLAIN DEALING
 CQ1886  PID         -  CQ1886
 CQ1886  STATE/COUNTY-  LA/BOSSIER
 CQ1886  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1886
 CQ1886                         *CURRENT SURVEY CONTROL
 CQ1886  ___________________________________________________________________
 CQ1886* NAD 83(1986)-  32 54 23.     (N)    093 42 05.     (W)     SCALED    
 CQ1886* NAVD 88     -        79.483  (meters)     260.77   (feet)  ADJUSTED  
 CQ1886  ___________________________________________________________________
 CQ1886  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ1886  DYNAMIC HT  -          79.395 (meters)     260.48  (feet)  COMP
 CQ1886  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CQ1886
 CQ1886  VERT ORDER  -  SECOND    CLASS 0
 CQ1886
 CQ1886.The horizontal coordinates were scaled from a topographic map and have
 CQ1886.an estimated accuracy of +/- 6 seconds.
 CQ1886
 CQ1886.The orthometric height was determined by differential leveling
 CQ1886.and adjusted by the National Geodetic Survey in June 1991..
 CQ1886
 CQ1886.The geoid height was determined by GEOID03.
 CQ1886
 CQ1886.The dynamic height is computed by dividing the NAVD 88
 CQ1886.geopotential number by the normal gravity value computed on the
 CQ1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1886.degrees latitude (g = 980.6199 gals.).
 CQ1886
 CQ1886.The modeled gravity was interpolated from observed gravity values.
 CQ1886
 CQ1886;                    North         East    Units  Estimated Accuracy
 CQ1886;SPC LA N     -   267,450.      887,600.      MT  (+/- 180 meters Scaled)
 CQ1886
 CQ1886                          SUPERSEDED SURVEY CONTROL
 CQ1886
 CQ1886  NGVD 29 (??/??/??)   79.549  (m)          260.99   (f) ADJUSTED    2 0
 CQ1886
 CQ1886.Superseded values are not recommended for survey control.
 CQ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1886.See file dsdata.txt to determine how the superseded data were derived.
 CQ1886
 CQ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS344411(NAD 83)
 CQ1886_MARKER: B = BOLT
 CQ1886_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1886_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1886
 CQ1886  HISTORY     - Date     Condition        Report By
 CQ1886  HISTORY     - UNK      MONUMENTED       DOD
 CQ1886  HISTORY     - 1960     MARK NOT FOUND   CGS
 CQ1886
 CQ1886                          STATION DESCRIPTION
 CQ1886
 CQ1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1886'IN PLAIN DEALING.
 CQ1886'AT PLAIN DEALING, BOSSIER PARISH, ON THE ST. LOUIS SOUTHWESTERN
 CQ1886'RAILWAY, ABOUT 275 FEET NORTH OF THE SOUTHWEST CORNER OF THE STATION,
 CQ1886'ABOUT 117 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH STREET, 60
 CQ1886'FEET WEST OF THE CENTER LINE OF THE MAIN TRACK, 40 FEET NORTH OF AN
 CQ1886'EAST-AND-WEST STREET, AT A SERVICE STATION, AND NEAR THE LOADING RACK.
 CQ1886'THE TOP OF A ROUND-HEADED COPPER BOLT, SURROUNDED BY THE LETTERS USBM
 CQ1886'AND SET IN A BLOCK OF LIMESTONE, ABOUT 4 FEET UNDER GROUND. ACCESS TO
 CQ1886'THE MARK IS HAD THROUGH AN IRON PIPE, ON THE TOP OF WHICH IS BOLTED AN
 CQ1886'IRON CAP BEARING A SMALL BOSS AND THE LETTERS USEBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3234 ***********************************************************************
 CQ3234  DESIGNATION -  PLAIN DEALING FIRE TOWER LFC
 CQ3234  PID         -  CQ3234
 CQ3234  STATE/COUNTY-  LA/BOSSIER
 CQ3234  USGS QUAD   -  CARTERVILLE (1981)
 CQ3234
 CQ3234                         *CURRENT SURVEY CONTROL
 CQ3234  ___________________________________________________________________
 CQ3234* NAD 83(1992)-  32 53 46.88654(N)    093 36 06.93576(W)     ADJUSTED  
 CQ3234* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 CQ3234  ___________________________________________________________________
 CQ3234  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 CQ3234  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ3234
 CQ3234  HORZ ORDER  -  THIRD
 CQ3234
 CQ3234.The horizontal coordinates were established by classical geodetic methods
 CQ3234.and adjusted by the National Geodetic Survey in September 1999..
 CQ3234
 CQ3234.The orthometric height was scaled from a topographic map.
 CQ3234
 CQ3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3234
 CQ3234.The geoid height was determined by GEOID03.
 CQ3234
 CQ3234;                    North         East     Units Scale Factor Converg.
 CQ3234;SPC LA N     -   266,234.675   896,896.730   MT  1.00006045   -0 34 57.3
 CQ3234;SPC LA N     -   873,471.60  2,942,568.69   sFT  1.00006045   -0 34 57.3
 CQ3234;SPC AR S     -   426,649.600   250,109.061   MT  1.00011396   -0 53 47.7
 CQ3234;SPC AR S     - 1,399,766.23    820,566.14   sFT  1.00011396   -0 53 47.7
 CQ3234;UTM  15      - 3,639,957.817   443,704.447   MT  0.99963908   -0 19 36.9
 CQ3234
 CQ3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3234!SPC LA N     -   0.99998607  x   1.00006045  =   1.00004652
 CQ3234!SPC AR S     -   0.99998607  x   1.00011396  =   1.00010003
 CQ3234!UTM  15      -   0.99998607  x   0.99963908  =   0.99962515
 CQ3234
 CQ3234                          SUPERSEDED SURVEY CONTROL
 CQ3234
 CQ3234  NAD 83(1992)-  32 53 46.89250(N)    093 36 06.92942(W) AD(       ) 4
 CQ3234  NAD 83(1986)-  32 53 46.89781(N)    093 36 06.92533(W) AD(       ) 4
 CQ3234  NAD 27      -  32 53 46.39500(N)    093 36 06.29400(W) AD(       ) 3
 CQ3234
 CQ3234.Superseded values are not recommended for survey control.
 CQ3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3234.See file dsdata.txt to determine how the superseded data were derived.
 CQ3234
 CQ3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4370439958(NAD 83)
 CQ3234_MARKER: 57 = LOOKOUT TOWER
 CQ3234
 CQ3234  HISTORY     - Date     Condition        Report By
 CQ3234  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3234  HISTORY     - 20021012 POOR             USPSQD
 CQ3234
 CQ3234                          STATION DESCRIPTION
 CQ3234
 CQ3234'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ3234'LOCATED ABOUT 5-3/4 MILES EAST AND 3/4 MILE SOUTH OF PLAIN DEALING
 CQ3234'AND ABOUT 1/2 MILE WEST OF CANEY CREEK ON THE HIGHEST POINT OF A
 CQ3234'PROMINENT TIMBERED HILL.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT
 CQ3234'112 FEET HIGH WITH A GLASS ENCLOSED LOOKOUT CAB ON THE TOP.  POINT
 CQ3234'TRAVERESED TO, CENTER OF BASE OF LOOKOUT TOWER.  POINT
 CQ3234'OBSERVED UPON, CENTER OF ALIDADE IN LOOKOUT CAB.
 CQ3234
 CQ3234                          STATION RECOVERY (2002)
 CQ3234
 CQ3234'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ3234'FIRE TOWER IS GONE BUT CONCRETE BASE STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3238 ***********************************************************************
 CQ3238  DESIGNATION -  PLAIN DEALING MUNICIPAL TANK
 CQ3238  PID         -  CQ3238
 CQ3238  STATE/COUNTY-  LA/BOSSIER
 CQ3238  USGS QUAD   -  PLAIN DEALING (1981)
 CQ3238
 CQ3238                         *CURRENT SURVEY CONTROL
 CQ3238  ___________________________________________________________________
 CQ3238* NAD 83(1992)-  32 54 17.03276(N)    093 42 06.44558(W)     ADJUSTED  
 CQ3238* NAVD 88     -                                                        
 CQ3238  ___________________________________________________________________
 CQ3238  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CQ3238  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ3238
 CQ3238  HORZ ORDER  -  THIRD
 CQ3238
 CQ3238.The horizontal coordinates were established by classical geodetic methods
 CQ3238.and adjusted by the National Geodetic Survey in September 1999..
 CQ3238
 CQ3238
 CQ3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3238
 CQ3238.The geoid height was determined by GEOID03.
 CQ3238
 CQ3238;                    North         East     Units Scale Factor Converg.
 CQ3238;SPC LA N     -   267,262.683   887,563.500   MT  1.00006295   -0 38 07.4
 CQ3238;SPC LA N     -   876,844.32  2,911,947.92   sFT  1.00006295   -0 38 07.4
 CQ3238;SPC AR S     -   427,729.048   240,781.160   MT  1.00011110   -0 57 08.9
 CQ3238;SPC AR S     - 1,403,307.72    789,962.86   sFT  1.00011110   -0 57 08.9
 CQ3238;UTM  15      - 3,640,943.884   434,370.618   MT  0.99965311   -0 22 52.5
 CQ3238
 CQ3238                          SUPERSEDED SURVEY CONTROL
 CQ3238
 CQ3238  NAD 83(1992)-  32 54 17.03904(N)    093 42 06.43588(W) AD(       ) 4
 CQ3238  NAD 83(1986)-  32 54 17.04418(N)    093 42 06.43597(W) AD(       ) 4
 CQ3238  NAD 27      -  32 54 16.54400(N)    093 42 05.80000(W) AD(       ) 3
 CQ3238
 CQ3238.Superseded values are not recommended for survey control.
 CQ3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3238.See file dsdata.txt to determine how the superseded data were derived.
 CQ3238
 CQ3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3437140944(NAD 83)
 CQ3238_MARKER: 53 = ELEVATED TANK
 CQ3238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3238+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2004
 CQ3238
 CQ3238  HISTORY     - Date     Condition        Report By
 CQ3238  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3238  HISTORY     - 20041226 GOOD             USPSQD
 CQ3238
 CQ3238                          STATION DESCRIPTION
 CQ3238
 CQ3238'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3238'THE STATION IS LOCATED JUST WEST OF THE BUSINESS DISTRICT IN THE TOWN
 CQ3238'OF PLAIN DEALING, ABOUT 200 FEET WEST OF THE RAILROAD TRACKS AND 150
 CQ3238'FEET SOUTH OF STATE ROUTE 70.
 CQ3238'
 CQ3238'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND
 CQ3238'THE OVER-ALL HEIGHT IS 120 FEET.
 CQ3238'
 CQ3238'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 CQ3238
 CQ3238                          STATION RECOVERY (2004)
 CQ3238
 CQ3238'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CQ3238'RECOVERED AS DESCRIBED.  TANK IS LOCATED NEAR THE INTERSECTION OF S.
 CQ3238'FORREST AND W. PALMETTO AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4644 ***********************************************************************
 BJ4644  DESIGNATION -  PLAINVIEW
 BJ4644  PID         -  BJ4644
 BJ4644  STATE/COUNTY-  LA/LIVINGSTON
 BJ4644  USGS QUAD   -  WATSON (1980)
 BJ4644
 BJ4644                         *CURRENT SURVEY CONTROL
 BJ4644  ___________________________________________________________________
 BJ4644* NAD 83(1992)-  30 32 41.61409(N)    090 58 11.15719(W)     ADJUSTED  
 BJ4644* NAVD 88     -        17.6    (meters)      58.     (feet)  VERTCON   
 BJ4644  ___________________________________________________________________
 BJ4644  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BJ4644  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ4644
 BJ4644  HORZ ORDER  -  FIRST
 BJ4644
 BJ4644.The horizontal coordinates were established by classical geodetic methods
 BJ4644.and adjusted by the National Geodetic Survey in January 1993..
 BJ4644
 BJ4644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4644
 BJ4644.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4644
 BJ4644.The geoid height was determined by GEOID03.
 BJ4644
 BJ4644;                    North         East     Units Scale Factor Converg.
 BJ4644;SPC LA S     -   226,723.381 1,034,884.965   MT  0.99997068   +0 10 54.4
 BJ4644;SPC LA S     -   743,841.63  3,395,285.09   sFT  0.99997068   +0 10 54.4
 BJ4644;UTM  15      - 3,380,920.429   694,752.658   MT  1.00006792   +1 01 55.6
 BJ4644
 BJ4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4644!SPC LA S     -   1.00000150  x   0.99997068  =   0.99997218
 BJ4644!UTM  15      -   1.00000150  x   1.00006792  =   1.00006942
 BJ4644
 BJ4644:                Primary Azimuth Mark                     Grid Az
 BJ4644:SPC LA S     -  PLAINVIEW AZ MK                          214 41 36.5
 BJ4644:UTM  15      -  PLAINVIEW AZ MK                          213 50 35.3
 BJ4644
 BJ4644|---------------------------------------------------------------------|
 BJ4644| PID    Reference Object                     Distance      Geod. Az  |
 BJ4644|                                                           dddmmss.s |
 BJ4644| CW2212 PLAINVIEW AZ MK                                    2145230.9 |
 BJ4644| CW2213 PLAINVIEW RM 1                       52.011 METERS 24423     |
 BJ4644| CW2214 PLAINVIEW RM 2                       35.080 METERS 35721     |
 BJ4644|---------------------------------------------------------------------|
 BJ4644
 BJ4644                          SUPERSEDED SURVEY CONTROL
 BJ4644
 BJ4644  NAD 83(1986)-  30 32 41.63159(N)    090 58 11.15461(W) AD(       ) 1
 BJ4644  NAD 27      -  30 32 40.95444(N)    090 58 10.78754(W) AD(       ) 1
 BJ4644  NGVD 29 (07/19/86)   17.6    (m)           58.     (f) VERT ANG       
 BJ4644
 BJ4644.Superseded values are not recommended for survey control.
 BJ4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4644.See file dsdata.txt to determine how the superseded data were derived.
 BJ4644
 BJ4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9475380920(NAD 83)
 BJ4644_MARKER: DS = TRIANGULATION STATION DISK
 BJ4644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4644
 BJ4644  HISTORY     - Date     Condition        Report By
 BJ4644  HISTORY     - 1970     MONUMENTED       NGS
 BJ4644
 BJ4644                          STATION DESCRIPTION
 BJ4644
 BJ4644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4644'THE STATION IS LOCATED ABOUT 4-1/4 MILES NORTH-NORTHWEST OF DENHAM
 BJ4644'SPRINGS, 2-3/4 MILES SOUTHEAST OF GREENWELL SPRINGS, 0.3 MILE EAST
 BJ4644'OF AMITE RIVER AT THE SOUTH EDGE OF SECTION 64, T 6 S, R 2 E, ON
 BJ4644'PROPERTY OF THE AMITE BAPTIST CHURCH, REV. MAJOR SPEIGHTS, ASSISTANT
 BJ4644'PASTOR OF THE CHURCH WAS CONTACTED.  PHONE NUMBER 665-2762 OR
 BJ4644'664-4866.
 BJ4644'
 BJ4644'TO REACH FROM THE POST OFFICE IN DENHAM SPRINGS, GO NORTH ON STATE
 BJ4644'HIGHWAY 16 FOR 0.25 MILE TO A STOP LIGHT AND JUNCTION WITH STATE
 BJ4644'HIGHWAY 1032.  CONTINUE NORTH ON STATE HIGHWAY 16 FOR 2.95 MILES TO
 BJ4644'THE JUNCTION WITH STATE HIGHWAYS 1026 AND 64.  TURN LEFT AND GO
 BJ4644'WEST ON STATE HIGHWAY 64 FOR 1.05 MILES TO A PAVED ROAD RIGHT.
 BJ4644'TURN RIGHT AND GO NORTHWEST ON PAVED ROAD FOR 0.25 MILE TO THE
 BJ4644'JUNCTION WITH STATE HIGHWAY 1019.  TURN RIGHT AND GO NORTHERLY
 BJ4644'ON STATE HIGHWAY 1019 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BJ4644'CONTINUE AHEAD NORTHERLY ON STATE HIGHWAY 1019 FOR 0.2 MILE
 BJ4644'TO THE STATION MARK ON THE RIGHT AT THE NORTH EDGE OF THE CHURCH
 BJ4644'PARKING LOT.
 BJ4644'
 BJ4644'THE STATION MARKS ARE STANDARD DISKS STAMPED PLAINVIEW 1970.  THE
 BJ4644'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4644'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET
 BJ4644'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 1019, 44 FEET NORTH
 BJ4644'OF A 40-INCH OAK TREE, 19 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 BJ4644'THE CEMETERY AND 17 FEET NORTH OF THE NORTH EDGE OF THE PAVED
 BJ4644'PARKING LOT. THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 BJ4644'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4644'
 BJ4644'REFERENCE MARK 1, A STANDARD DISK STAMPED PLAINVIEW NO 1 1970, IS SET
 BJ4644'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4644'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE CENTER
 BJ4644'OF STATE HIGHWAY 1019 AND 80 FEET NORTH OF THE NORTHWEST CORNER OF
 BJ4644'THE CEMETERY.
 BJ4644'
 BJ4644'REFERENCE MARK 2, A STANDARD DISK STAMPED PLAINVIEW NO 2 1970, IS SET
 BJ4644'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4644'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET NORTHWEST OF THE
 BJ4644'CENTER OF STATE HIGHWAY 1019 AND 2 FEET SOUTHWEST OF A METAL
 BJ4644'WITNESS POST WITH SIGN.
 BJ4644'
 BJ4644'THE AZIMUTH MARK, A STANDARD DISK STAMPED PLAINVIEW 1970, IS SET IN
 BJ4644'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ4644'INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET SOUTHWEST OF THE
 BJ4644'CENTER OF STATE HIGHWAY 1019 AND 1.6 FEET NORTH OF A METAL WITNESS
 BJ4644'POST WITH SIGN.
 BJ4644'
 BJ4644'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3594 ***********************************************************************
 BJ3594  DESIGNATION -  PLANER
 BJ3594  PID         -  BJ3594
 BJ3594  STATE/COUNTY-  LA/ST HELENA
 BJ3594  USGS QUAD   -  CHIPOLA (1984)
 BJ3594
 BJ3594                         *CURRENT SURVEY CONTROL
 BJ3594  ___________________________________________________________________
 BJ3594* NAD 83(1986)-  30 53 58.     (N)    090 48 54.     (W)     SCALED    
 BJ3594* NAVD 88     -        70.552  (meters)     231.47   (feet)  ADJUSTED  
 BJ3594  ___________________________________________________________________
 BJ3594  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3594  DYNAMIC HT  -          70.461 (meters)     231.17  (feet)  COMP
 BJ3594  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BJ3594
 BJ3594  VERT ORDER  -  SECOND    CLASS I
 BJ3594
 BJ3594.The horizontal coordinates were scaled from a topographic map and have
 BJ3594.an estimated accuracy of +/- 6 seconds.
 BJ3594
 BJ3594.The orthometric height was determined by differential leveling
 BJ3594.and adjusted by the National Geodetic Survey in February 1994..
 BJ3594
 BJ3594.The geoid height was determined by GEOID03.
 BJ3594
 BJ3594.The dynamic height is computed by dividing the NAVD 88
 BJ3594.geopotential number by the normal gravity value computed on the
 BJ3594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3594.degrees latitude (g = 980.6199 gals.).
 BJ3594
 BJ3594.The modeled gravity was interpolated from observed gravity values.
 BJ3594
 BJ3594;                    North         East    Units  Estimated Accuracy
 BJ3594;SPC LA S     -   266,090.    1,049,560.      MT  (+/- 180 meters Scaled)
 BJ3594
 BJ3594                          SUPERSEDED SURVEY CONTROL
 BJ3594
 BJ3594.No superseded survey control is available for this station.
 BJ3594
 BJ3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ088205(NAD 83)
 BJ3594_MARKER: DS = TRIANGULATION STATION DISK
 BJ3594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3594_SP_SET: CONCRETE POST
 BJ3594_STAMPING: PLANER 1966
 BJ3594_MARK LOGO: CGS   
 BJ3594_PROJECTION: FLUSH
 BJ3594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3594+STABILITY: SURFACE MOTION
 BJ3594
 BJ3594  HISTORY     - Date     Condition        Report By
 BJ3594  HISTORY     - 1966     MONUMENTED       CGS
 BJ3594  HISTORY     - 1984     GOOD             LADTD
 BJ3594
 BJ3594                          STATION DESCRIPTION
 BJ3594
 BJ3594'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3594'17.9 KM (11.1 MI) NW FROM GREENSBURG.
 BJ3594'ABOUT 16.6KM (10.3MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3594'GREENSBURG TO THE JUNCTION OF STATE HIGHWAY 38 IN COLEMAN TOWN, THENCE
 BJ3594'NORTH (RIGHT) ON HIGHWAY 38 FOR 1.3KM (0.8MI) TO THE STATION MARK ON
 BJ3594'THE LEFT ACROSS THE HIGHWAY FROM A PAVED PARISH ROAD LEADING EAST,
 BJ3594'24.5 METERS (80.5 FT) WEST OF A TELEPHONE JUNCTION BOX, 13.3 METERS
 BJ3594'(43.5 FT) WEST OF THE CENTER OF HIGHWAY 38, AND 3.2 METERS (10.5 FT)
 BJ3594'WEST OF A 16-INCH PINE TREE.
 BJ3594'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 BJ3594'THE MARK IS ABOVE LEVEL WITH HIGHWAY 38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4658 ***********************************************************************
 BJ4658  DESIGNATION -  PLANER
 BJ4658  PID         -  BJ4658
 BJ4658  STATE/COUNTY-  LA/ST HELENA
 BJ4658  USGS QUAD   -  CHIPOLA (1984)
 BJ4658
 BJ4658                         *CURRENT SURVEY CONTROL
 BJ4658  ___________________________________________________________________
 BJ4658* NAD 83(1992)-  30 53 58.02402(N)    090 48 54.14297(W)     ADJUSTED  
 BJ4658* NAVD 88     -        70.56   (+/-2cm)     231.5    (feet)  VERTCON   
 BJ4658  ___________________________________________________________________
 BJ4658  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ4658  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ4658
 BJ4658  HORZ ORDER  -  FIRST
 BJ4658  VERT ORDER  -  THIRD ? (See Below)
 BJ4658
 BJ4658.The horizontal coordinates were established by classical geodetic methods
 BJ4658.and adjusted by the National Geodetic Survey in May 1994..
 BJ4658
 BJ4658.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4658.The vertical order pertains to the NGVD 29 superseded value.
 BJ4658
 BJ4658.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4658
 BJ4658.The geoid height was determined by GEOID03.
 BJ4658
 BJ4658;                    North         East     Units Scale Factor Converg.
 BJ4658;SPC LA S     -   266,088.360 1,049,553.345   MT  1.00004850   +0 15 33.0
 BJ4658;SPC LA S     -   872,991.56  3,443,409.60   sFT  1.00004850   +0 15 33.0
 BJ4658;UTM  15      - 3,420,504.126   708,832.193   MT  1.00013799   +1 07 20.8
 BJ4658
 BJ4658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4658!SPC LA S     -   0.99999319  x   1.00004850  =   1.00004169
 BJ4658!UTM  15      -   0.99999319  x   1.00013799  =   1.00013118
 BJ4658
 BJ4658:                Primary Azimuth Mark                     Grid Az
 BJ4658:SPC LA S     -  LIVERPOOL SHELL PIPELINE CO MW           074 01 37.2
 BJ4658:UTM  15      -  LIVERPOOL SHELL PIPELINE CO MW           073 09 49.4
 BJ4658
 BJ4658|---------------------------------------------------------------------|
 BJ4658| PID    Reference Object                     Distance      Geod. Az  |
 BJ4658|                                                           dddmmss.s |
 BJ4658| BJ4584 LIVERPOOL SHELL PIPELINE CO MW      APPROX. 8.9 KM 0741710.2 |
 BJ4658| BJ3596 PLANER RM 1                          34.460 METERS 07748     |
 BJ4658| BJ3595 PLANER RM 3                         178.615 METERS 10928     |
 BJ4658| BJ3593 PLANER RM 2                          57.137 METERS 17927     |
 BJ4658| BJ3592 PLANER AZ MK                        480.440 METERS 2013550.0 |
 BJ4658| BJ4669 CLINTON TRANSCON GAS MICROWAVE      APPROX. 8.3 KM 2580113.1 |
 BJ4658| BJ4670 CLINTON LA P L MICROWAVE            APPROX. 9.1 KM 2582020.2 |
 BJ4658|---------------------------------------------------------------------|
 BJ4658
 BJ4658                          SUPERSEDED SURVEY CONTROL
 BJ4658
 BJ4658  NAD 83(1992)-  30 53 58.02568(N)    090 48 54.14299(W) AD(       ) 1
 BJ4658  NAD 83(1986)-  30 53 58.04110(N)    090 48 54.13892(W) AD(       ) 1
 BJ4658  NAD 27      -  30 53 57.39157(N)    090 48 53.77498(W) AD(       ) 1
 BJ4658  NGVD 29 (06/20/87)   70.58   (m)          231.6    (f) LEVELING    3  
 BJ4658
 BJ4658.Superseded values are not recommended for survey control.
 BJ4658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4658.See file dsdata.txt to determine how the superseded data were derived.
 BJ4658
 BJ4658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0883220504(NAD 83)
 BJ4658_MARKER: DS = TRIANGULATION STATION DISK
 BJ4658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4658_SP_SET: CONCRETE POST
 BJ4658_STAMPING: PLANER 1966
 BJ4658_MARK LOGO: CGS   
 BJ4658_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4658+STABILITY: SURFACE MOTION
 BJ4658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4658+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1985
 BJ4658
 BJ4658  HISTORY     - Date     Condition        Report By
 BJ4658  HISTORY     - 1966     MONUMENTED       CGS
 BJ4658  HISTORY     - 1966     GOOD             CGS
 BJ4658  HISTORY     - 1970     GOOD             NGS
 BJ4658  HISTORY     - 19850522 GOOD             LADTD
 BJ4658
 BJ4658                          STATION DESCRIPTION
 BJ4658
 BJ4658'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4658'STATION IS LOCATED ABOUT 12 MILES EAST OF CLINTON, ABOUT 3/4 MILE
 BJ4658'NORTH OF THE SMALL SETTLEMENT OF COLEMAN TOWN AND ON THE WEST SIDE
 BJ4658'OF STATE HIGHWAY 38.  IT IS ON PROPERTY OWNED BY THE INTERNATIONAL
 BJ4658'PAPER COMPANY AND IS IN SEC. 65, T. 2 S., R. 4 E.  STATION IS MARKED
 BJ4658'BY A STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP OF A
 BJ4658'10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 BJ4658'SURFACE OF THE GROUND.  THE DISK IS STAMPED PLANER 1966.  THE STATION
 BJ4658'MARK IS 42 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 38 AND 10
 BJ4658'FEET NORTHEAST OF AN 8 INCH PINE TREE WITH TRIANGLE BLAZE ON THE EAST
 BJ4658'SIDE OF TREE.
 BJ4658'
 BJ4658'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 BJ4658'SQUARE IN CLINTON, GO EASTERLY ON STATE HIGHWAY 10 FOR 12.05 MILES
 BJ4658'TO THE JUNCTION OF STATE HIGHWAY 38 IN THE SETTLEMENT OF COLEMAN
 BJ4658'TOWN.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 38 FOR 0.45 MILE TO
 BJ4658'THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF ROAD.  CONTINUE
 BJ4658'NORTH ON STATE HIGHWAY 38 FOR 0.30 MILE TO STATION ON THE LEFT AS
 BJ4658'DESCRIBED.
 BJ4658'
 BJ4658'AZIMUTH MARK IS 40-1/2 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BJ4658'38, 16-1/2 FEET NORTH-NORTHEAST OF UTILITY POLE, 2.9 FEET SOUTHWEST
 BJ4658'OF METAL WITNESS POST WITH SIGN ATTACHED AND 1-1/2 FEET WEST OF
 BJ4658'FENCELINE.  IT IS MARKED BY A STANDARD AZIMUTH MARK DISK SET IN
 BJ4658'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH
 BJ4658'WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED PLANER 1966.
 BJ4658'
 BJ4658'REFERENCE MARK NO. 1 IS 68 FEET NORTH OF THE APPROXIMATE CENTER OF
 BJ4658'GRAVEL ROAD, 48 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 38 AND
 BJ4658'5 FEET WEST OF AN 8 INCH PINE TREE.  IT IS MARKED BY A STANDARD
 BJ4658'REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER
 BJ4658'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BJ4658'THE DISK IS STAMPED PLANER NO 1 1966.
 BJ4658'
 BJ4658'REFERENCE MARK NO. 2 IS 37-1/2 FEET EAST OF THE CENTERLINE OF STATE
 BJ4658'HIGHWAY 38, 17-1/2 FEET WEST OF A 6 INCH TWIN PINE TREE AND 3 FEET
 BJ4658'NORTH OF UTILITY POLE.  IT IS MARKED BY A STANDARD REFERENCE MARK
 BJ4658'DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT
 BJ4658'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 BJ4658'STAMPED PLANER NO 2 1966.
 BJ4658'
 BJ4658'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BJ4658
 BJ4658                          STATION RECOVERY (1966)
 BJ4658
 BJ4658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ4658'RECOVERED IN GOOD CONDITION.
 BJ4658
 BJ4658                          STATION RECOVERY (1970)
 BJ4658
 BJ4658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4658'RM 1 TO RM 2 OBSTRUCTED BY FENCE POST ON LINE.
 BJ4658'
 BJ4658'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BJ4658'RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF 07.3 SECONDS WAS NOTED
 BJ4658'IN THE DIRECTION TO THE AZIMUTH MARK.  THE DIRECTION AND DISTANCE
 BJ4658'TO THE REFERENCE MARKS CHECKED THE 1966 DESCRIPTION.  THE 1966
 BJ4658'DESCRIPTION IS ADEQUATE.
 BJ4658
 BJ4658                          STATION RECOVERY (1985)
 BJ4658
 BJ4658'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ4658'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BJ4658'RECEOVERED IN GOOD CONDITION .  THERE WAS A DIFFERENCE IN DISTANCE
 BJ4658'BETWEEN THE STATION MARK AND REFERENCE MARK 1 OF 0.3 M (1.0 FT) , ALSO
 BJ4658'A DIFFERENCE IN DIRECTION BETWEEN THE AZIMUTH MARK AND REFERENCE MARK
 BJ4658'1 OF 3 MINUTES 56 SECONDS.THE DISTANCE AND DIRECTION TO REFERENCE MARK
 BJ4658'2 CHECKED ADEQUATE WITH THE PREVIOUS DATA. A REFERENCE MARK 3 WAS
 BJ4658'ESTABLISHED THIS DATE. THE UNDERGROUND STATION MARK WAS NOT INSPECTED
 BJ4658'THIS DATE.  A COMPLETE DESCRIPTION FOLLOWS.
 BJ4658'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) EAST OF CLINTON, 17.9
 BJ4658'KM (11.10 MI) NORTHWEST OF GREENSBURG AND 1.2 KM (0.75 MI) NORTH OF
 BJ4658'THE SMALL SETTLEMENT OF COLEMAN TOWN, IN SECTION 65, T 2 S, R 4 E.
 BJ4658'OWNERSHIP--INTERNATIONAL PAPER COMPANY.
 BJ4658'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG GO WEST FOR
 BJ4658'16.6 KM (10.30 MI) ON STATE HIGHWAY 10 TO THE JUNCTION WITH STATE
 BJ4658'HIGHWAY 38 IN COLEMAN.  TURN RIGHT AND GO NORTH FOR 1.3 KM (0.80 MI)
 BJ4658'ON HIGHWAY 38 TO THE STATION ON THE LEFT ACROSS THE HIGHWAY FROM A
 BJ4658'PAVED PARISH ROAD LEADING EAST.
 BJ4658'THE STATION IS 24.5 M (80.4 FT) WEST FROM A TELEPHONE JUNCTION BOX,
 BJ4658'13.3 M (43.6 FT) WEST FROM THE CENTER OF THE HIGHWAY, 3.2 M (10.5 FT)
 BJ4658'WEST FROM A 16-INCH PINE TREE AND 0.2 M (0.7 FT) WEST-NORTHWEST FROM A
 BJ4658'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BJ4658'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3592 ***********************************************************************
 BJ3592  DESIGNATION -  PLANER AZ MK
 BJ3592  PID         -  BJ3592
 BJ3592  STATE/COUNTY-  LA/ST HELENA
 BJ3592  USGS QUAD   -  CHIPOLA (1984)
 BJ3592
 BJ3592                         *CURRENT SURVEY CONTROL
 BJ3592  ___________________________________________________________________
 BJ3592* NAD 83(1992)-  30 53 43.51878(N)    090 49 00.80164(W)     ADJUSTED  
 BJ3592* NAVD 88     -        66.149  (meters)     217.02   (feet)  ADJUSTED  
 BJ3592  ___________________________________________________________________
 BJ3592  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ3592  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3592  DYNAMIC HT  -          66.063 (meters)     216.74  (feet)  COMP
 BJ3592  MODELED GRAV-     979,352.8   (mgal)                       NAVD 88
 BJ3592
 BJ3592  HORZ ORDER  -  THIRD
 BJ3592  VERT ORDER  -  SECOND    CLASS I
 BJ3592
 BJ3592.The horizontal coordinates were established by classical geodetic methods
 BJ3592.and adjusted by the National Geodetic Survey in May 1994..
 BJ3592.No horizontal observational check was made to the station.
 BJ3592
 BJ3592.The orthometric height was determined by differential leveling
 BJ3592.and adjusted by the National Geodetic Survey in February 1994..
 BJ3592
 BJ3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3592
 BJ3592.The geoid height was determined by GEOID03.
 BJ3592
 BJ3592.The dynamic height is computed by dividing the NAVD 88
 BJ3592.geopotential number by the normal gravity value computed on the
 BJ3592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3592.degrees latitude (g = 980.6199 gals.).
 BJ3592
 BJ3592.The modeled gravity was interpolated from observed gravity values.
 BJ3592
 BJ3592;                    North         East     Units Scale Factor Converg.
 BJ3592;SPC LA S     -   265,640.833 1,049,378.519   MT  1.00004740   +0 15 29.6
 BJ3592;SPC LA S     -   871,523.30  3,442,836.02   sFT  1.00004740   +0 15 29.6
 BJ3592;UTM  15      - 3,420,053.975   708,664.114   MT  1.00013712   +1 07 16.9
 BJ3592
 BJ3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3592!SPC LA S     -   0.99999388  x   1.00004740  =   1.00004128
 BJ3592!UTM  15      -   0.99999388  x   1.00013712  =   1.00013100
 BJ3592
 BJ3592                          SUPERSEDED SURVEY CONTROL
 BJ3592
 BJ3592  NAD 83(1992)-  30 53 43.52044(N)    090 49 00.80161(W) AD(       ) 3
 BJ3592  NGVD 29 (05/04/93)   66.28   (m)          217.5    (f) LEVELING    3  
 BJ3592
 BJ3592.Superseded values are not recommended for survey control.
 BJ3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3592.See file dsdata.txt to determine how the superseded data were derived.
 BJ3592
 BJ3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0866420054(NAD 83)
 BJ3592_MARKER: DZ = AZIMUTH MARK DISK
 BJ3592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3592_SP_SET: CONCRETE POST
 BJ3592_STAMPING: PLANER 1966
 BJ3592_MARK LOGO: CGS   
 BJ3592_PROJECTION: FLUSH
 BJ3592_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3592+STABILITY: SURFACE MOTION
 BJ3592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3592+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1985
 BJ3592
 BJ3592  HISTORY     - Date     Condition        Report By
 BJ3592  HISTORY     - 1966     MONUMENTED       CGS
 BJ3592  HISTORY     - 1984     GOOD             LADTD
 BJ3592  HISTORY     - 19850522 GOOD             LADTD
 BJ3592
 BJ3592                          STATION DESCRIPTION
 BJ3592
 BJ3592'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3592'17.4 KM (10.8 MI) NW FROM GREENSBURG.
 BJ3592'THE MARK IS 0.30 M BELOW HIGHWAY 38.
 BJ3592'FROM THE COURTHOUSE IN GREENSBURG, GO WEST ALONG STATE HIGHWAY 10 FOR
 BJ3592'16.6 KM (10.3 MI) TO THE JUNCTION OF STATE HIGHWAYS 38 AND 10 IN
 BJ3592'COLEMAN TOWN, THENCE RIGHT (NORTH) ALONG HIGHWAY 38 FOR 0.8 KM
 BJ3592'(0.5 MI) TO THE STATION ON THE RIGHT, 12.8 METERS (42 FT) NORTHEAST OF
 BJ3592'A 24-INCH CONCRETE CULVERT, 12.5 METERS (41 FT) EAST OF THE CENTER OF
 BJ3592'HIGHWAY 38, 11.6 METERS (38 FT) SOUTH OF THE SOUTH END OF A 24-INCH
 BJ3592'CONCRETE CULVERT, 8.7 METERS (28.5 FT) SOUTHWEST 24-INCH RED OAK TREE,
 BJ3592'AND 5.2 METERS (17 FT) NORTH OF POWER POLE NUMBER DN 29-7.
 BJ3592'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 BJ3592
 BJ3592                          STATION RECOVERY (1985)
 BJ3592
 BJ3592'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3592'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) EAST OF CLINTON, 17.9
 BJ3592'KM (11.10 MI) NORTHWEST OF GREENSBURG AND 1.2 KM (0.75 MI) NORTH OF
 BJ3592'THE SMALL SETTLEMENT OF COLEMAN TOWN, IN SECTION 65, T 2 S, R 4 E.
 BJ3592'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3592'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG GO WEST FOR
 BJ3592'16.6 KM (10.30 MI) ON STATE HIGHWAY 10 TO THE JUNCTION WITH STATE
 BJ3592'HIGHWAY 38 IN COLEMAN TOWN.  TURN RIGHT AND GO NORTH FOR 0.8 KM
 BJ3592'(0.50 MI) ON HIGHWAY 38 TO THE STATION ON THE RIGHT.
 BJ3592'THE STATION IS 12.8 M (42.0 FT) NORTHEAST FROM A 24-INCH CONCRETE
 BJ3592'CULVERT, 12.5 M (41.0 FT) EAST FROM THE CENTER OF THE HIGHWAY, 11.6 M
 BJ3592'(38.1 FT) SOUTH FROM THE SOUTH END OF A 24-INCH CONCRETE CULVERT, 8.7
 BJ3592'M (28.5 FT) SOUTHWEST FROM A 24-INCH RED OAK TREE AND 5.2 M (17.1 FT)
 BJ3592'NORTH FROM A POWER POLE NUMBER DN 29-7.  THE MARK IS FLUSH WITH THE
 BJ3592'GROUND SURFACE AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BJ3592'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3596 ***********************************************************************
 BJ3596  DESIGNATION -  PLANER RM 1
 BJ3596  PID         -  BJ3596
 BJ3596  STATE/COUNTY-  LA/ST HELENA
 BJ3596  USGS QUAD   -  CHIPOLA (1984)
 BJ3596
 BJ3596                         *CURRENT SURVEY CONTROL
 BJ3596  ___________________________________________________________________
 BJ3596* NAD 83(1992)-  30 53 58.26047(N)    090 48 52.87469(W)     ADJUSTED  
 BJ3596* NAVD 88     -        70.467  (meters)     231.19   (feet)  ADJUSTED  
 BJ3596  ___________________________________________________________________
 BJ3596  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ3596  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3596  DYNAMIC HT  -          70.376 (meters)     230.89  (feet)  COMP
 BJ3596  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BJ3596
 BJ3596  HORZ ORDER  -  THIRD
 BJ3596  VERT ORDER  -  SECOND    CLASS I
 BJ3596
 BJ3596.The horizontal coordinates were established by classical geodetic methods
 BJ3596.and adjusted by the National Geodetic Survey in May 1994..
 BJ3596
 BJ3596.The orthometric height was determined by differential leveling
 BJ3596.and adjusted by the National Geodetic Survey in February 1994..
 BJ3596
 BJ3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3596
 BJ3596.The geoid height was determined by GEOID03.
 BJ3596
 BJ3596.The dynamic height is computed by dividing the NAVD 88
 BJ3596.geopotential number by the normal gravity value computed on the
 BJ3596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3596.degrees latitude (g = 980.6199 gals.).
 BJ3596
 BJ3596.The modeled gravity was interpolated from observed gravity values.
 BJ3596
 BJ3596;                    North         East     Units Scale Factor Converg.
 BJ3596;SPC LA S     -   266,095.795 1,049,586.995   MT  1.00004852   +0 15 33.6
 BJ3596;SPC LA S     -   873,015.95  3,443,520.00   sFT  1.00004852   +0 15 33.6
 BJ3596;UTM  15      - 3,420,512.067   708,865.730   MT  1.00013816   +1 07 21.5
 BJ3596
 BJ3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3596!SPC LA S     -   0.99999321  x   1.00004852  =   1.00004172
 BJ3596!UTM  15      -   0.99999321  x   1.00013816  =   1.00013136
 BJ3596
 BJ3596                          SUPERSEDED SURVEY CONTROL
 BJ3596
 BJ3596  NAD 83(1992)-  30 53 58.26215(N)    090 48 52.87488(W) AD(       ) 3
 BJ3596  NGVD 29 (05/04/93)   70.60   (m)          231.6    (f) LEVELING    3  
 BJ3596
 BJ3596.Superseded values are not recommended for survey control.
 BJ3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3596.See file dsdata.txt to determine how the superseded data were derived.
 BJ3596
 BJ3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0886620512(NAD 83)
 BJ3596_MARKER: DR = REFERENCE MARK DISK
 BJ3596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3596_SP_SET: CONCRETE POST
 BJ3596_STAMPING: PLANER NO 1 1966
 BJ3596_MARK LOGO: CGS   
 BJ3596_PROJECTION: FLUSH
 BJ3596_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3596+STABILITY: SURFACE MOTION
 BJ3596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3596+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1985
 BJ3596
 BJ3596  HISTORY     - Date     Condition        Report By
 BJ3596  HISTORY     - 1966     MONUMENTED       CGS
 BJ3596  HISTORY     - 1984     GOOD             LADTD
 BJ3596  HISTORY     - 19850522 GOOD             LADTD
 BJ3596
 BJ3596                          STATION DESCRIPTION
 BJ3596
 BJ3596'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3596'17.9 KM (11.1 MI) NW FROM GREENSBURG.
 BJ3596'THE MARK IS ABOVE LEVEL WITH HIGHWAY 38.
 BJ3596'ABOUT 16.6KM (10.3MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3596'GREENSBURG TO THE JUNCTION OF STATE HIGHWAY 38 IN COLEMAN TOWN, THENCE
 BJ3596'NORTH (RIGHT) ON HIGHWAY 38 FOR 1.3KM (0.8MI) TO THE REFERENCE MARK ON
 BJ3596'THE RIGHT AND NORTH OF A PARISH PAVED ROAD, 34.5 METERS (113 FT) EAST
 BJ3596'OF THE STATION MARK, 21 METERS (69 FT) NORTH OF A PAVED ROAD,
 BJ3596'14.9 METERS (49 FT) NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX,
 BJ3596'14.6 METERS (48 FT) EAST OF THE CENTER OF HIGHWAY 38, AND 5.8 METERS
 BJ3596'(19 FT) NORTHEAST OF A POWER POLE.
 BJ3596'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3596
 BJ3596                          STATION RECOVERY (1985)
 BJ3596
 BJ3596'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3596'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) EAST OF CLINTON, 17.9
 BJ3596'KM (11.10 MI) NORTHWEST OF GREENSBURG AND 1.2 KM (0.75 MI) NORTH OF
 BJ3596'THE SMALL SETTLEMENT OF COLEMAN TOWN, IN SECTION 65 , T2 S, R 4 E.
 BJ3596'OWNERSHIP--UNKNOWN.
 BJ3596'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG GO WEST FOR
 BJ3596'16.6 KM (10.30 MI) ON STATE HIGHWAY 10 TO THE JUNCTION WITH STATE
 BJ3596'HIGHWAY 38 IN COLEMAN TOWN.  TURN RIGHT AND GO NORTH FOR 1.3 KM
 BJ3596'(0.80 MI) ON HIGHWAY 38 TO THE STATION ON THE RIGHT, NORTH OF A PARISH
 BJ3596'PAVED ROAD.
 BJ3596'THE STATION IS 21.0 M (68.9 FT) NORTH FROM THE CENTER OF THE PAVED
 BJ3596'ROAD, 14.9 M (48.9 FT) NORTH-NORTHEAST FROM A TELEPHONE JUNCTION BOX,
 BJ3596'14.6 M (47.9 FT) EAST FROM THE CENTER OF THE HIGHWAY, 5.8 M (19.0 FT)
 BJ3596'NORTHEAST FROM A POWER POLE AND 0.3 M (1.0 FT) NORTH FROM A WITNESS
 BJ3596'POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 BJ3596'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3593 ***********************************************************************
 BJ3593  DESIGNATION -  PLANER RM 2
 BJ3593  PID         -  BJ3593
 BJ3593  STATE/COUNTY-  LA/ST HELENA
 BJ3593  USGS QUAD   -  CHIPOLA (1984)
 BJ3593
 BJ3593                         *CURRENT SURVEY CONTROL
 BJ3593  ___________________________________________________________________
 BJ3593* NAD 83(1992)-  30 53 56.16882(N)    090 48 54.12207(W)     ADJUSTED  
 BJ3593* NAVD 88     -        70.446  (meters)     231.12   (feet)  ADJUSTED  
 BJ3593  ___________________________________________________________________
 BJ3593  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ3593  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3593  DYNAMIC HT  -          70.355 (meters)     230.82  (feet)  COMP
 BJ3593  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BJ3593
 BJ3593  HORZ ORDER  -  THIRD
 BJ3593  VERT ORDER  -  SECOND    CLASS I
 BJ3593
 BJ3593.The horizontal coordinates were established by classical geodetic methods
 BJ3593.and adjusted by the National Geodetic Survey in May 1994..
 BJ3593
 BJ3593.The orthometric height was determined by differential leveling
 BJ3593.and adjusted by the National Geodetic Survey in February 1994..
 BJ3593
 BJ3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3593
 BJ3593.The geoid height was determined by GEOID03.
 BJ3593
 BJ3593.The dynamic height is computed by dividing the NAVD 88
 BJ3593.geopotential number by the normal gravity value computed on the
 BJ3593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3593.degrees latitude (g = 980.6199 gals.).
 BJ3593
 BJ3593.The modeled gravity was interpolated from observed gravity values.
 BJ3593
 BJ3593;                    North         East     Units Scale Factor Converg.
 BJ3593;SPC LA S     -   266,031.227 1,049,554.159   MT  1.00004836   +0 15 33.0
 BJ3593;SPC LA S     -   872,804.12  3,443,412.27   sFT  1.00004836   +0 15 33.0
 BJ3593;UTM  15      - 3,420,447.006   708,833.868   MT  1.00013800   +1 07 20.8
 BJ3593
 BJ3593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3593!SPC LA S     -   0.99999321  x   1.00004836  =   1.00004157
 BJ3593!UTM  15      -   0.99999321  x   1.00013800  =   1.00013121
 BJ3593
 BJ3593                          SUPERSEDED SURVEY CONTROL
 BJ3593
 BJ3593  NAD 83(1992)-  30 53 56.17050(N)    090 48 54.12210(W) AD(       ) 3
 BJ3593  NGVD 29 (05/04/93)   70.58   (m)          231.6    (f) LEVELING    3  
 BJ3593
 BJ3593.Superseded values are not recommended for survey control.
 BJ3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3593.See file dsdata.txt to determine how the superseded data were derived.
 BJ3593
 BJ3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0883420447(NAD 83)
 BJ3593_MARKER: DR = REFERENCE MARK DISK
 BJ3593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3593_SP_SET: CONCRETE POST
 BJ3593_STAMPING: PLANER NO 2 1966
 BJ3593_MARK LOGO: CGS   
 BJ3593_PROJECTION: FLUSH
 BJ3593_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3593+STABILITY: SURFACE MOTION
 BJ3593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3593+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1985
 BJ3593
 BJ3593  HISTORY     - Date     Condition        Report By
 BJ3593  HISTORY     - 1966     MONUMENTED       CGS
 BJ3593  HISTORY     - 1984     GOOD             LADTD
 BJ3593  HISTORY     - 19850522 GOOD             LADTD
 BJ3593
 BJ3593                          STATION DESCRIPTION
 BJ3593
 BJ3593'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3593'17.9 KM (11.1 MI) NW FROM GREENSBURG.
 BJ3593'THE MARK IS ABOVE LEVEL WITH HIGHWAY 38.
 BJ3593'ABOUT 16.6KM (10.3MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3593'GREENSBURG TO THE JUNCTION OF STATE HIGHWAY 38 IN COLEMAN TOWN, THENCE
 BJ3593'NORTH (RIGHT) ON HIGHWAY 38 FOR 1.3KM (0.8MI) TO THE REFERENCE MARK ON
 BJ3593'THE RIGHT, SOUTH OF A PAVED PARISH ROAD NEAR A POWER POLE, 57.2 METERS
 BJ3593'(187.5 FT) SOUTHEAST OF THE STATION MARK, 50 METERS (164 FT) SOUTH OF
 BJ3593'A PAVED ROAD, 42.1 METERS (138 FT) SOUTH-SOUTHWEST OF A FENCE CORNER,
 BJ3593'11.3 METERS (37 FT) EAST OF HIGHWAY 38, AND 0.9 METER (3 FT) NORTH OF
 BJ3593'A POWER POLE.
 BJ3593'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3593
 BJ3593                          STATION RECOVERY (1985)
 BJ3593
 BJ3593'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3593'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) EAST OF CLINTON, 17.9
 BJ3593'KM (11.10 MI) NORTHWEST OF GREENSBURG AND 1.2 KM (0.75 MI) NORTH OF
 BJ3593'THE SMALL SETTLEMENT OF COLEMAN TOWN, IN SECTION 65, T 2 S, R 4 E.
 BJ3593'OWNERSHIP--UNKNOWN.
 BJ3593'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG GO WEST FOR
 BJ3593'16.6 KM (10.30 MI) ON STATE HIGHWAY 10 TO THE JUNCTION WITH STATE
 BJ3593'HIGHWAY 38 IN COLEMAN TOWN.  TURN RIGHT AND GO NORTH FOR 1.3 KM
 BJ3593'(0.80 MI) ON HIGHWAY 38 TO THE STATION ON THE RIGHT.
 BJ3593'THE STATION IS 50.0 M (164.0 FT) SOUTH FROM A PAVED ROAD, 42.1 M
 BJ3593'(138.1 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER, 11.3 M (37.1 FT) EAST
 BJ3593'FROM THE CENTER OF THE HIGHWAY AND 0.9 M (3.0 FT) NORTH FROM A POWER
 BJ3593'POLE.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 BJ3593'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3595 ***********************************************************************
 BJ3595  DESIGNATION -  PLANER RM 3
 BJ3595  PID         -  BJ3595
 BJ3595  STATE/COUNTY-  LA/ST HELENA
 BJ3595  USGS QUAD   -  CHIPOLA (1984)
 BJ3595
 BJ3595                         *CURRENT SURVEY CONTROL
 BJ3595  ___________________________________________________________________
 BJ3595* NAD 83(1992)-  30 53 56.09119(N)    090 48 47.80169(W)     ADJUSTED  
 BJ3595* NAVD 88     -        69.544  (meters)     228.16   (feet)  ADJUSTED  
 BJ3595  ___________________________________________________________________
 BJ3595  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ3595  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3595  DYNAMIC HT  -          69.454 (meters)     227.87  (feet)  COMP
 BJ3595  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 BJ3595
 BJ3595  HORZ ORDER  -  THIRD
 BJ3595  VERT ORDER  -  SECOND    CLASS I
 BJ3595
 BJ3595.The horizontal coordinates were established by classical geodetic methods
 BJ3595.and adjusted by the National Geodetic Survey in May 1994..
 BJ3595.No horizontal observational check was made to the station.
 BJ3595
 BJ3595.The orthometric height was determined by differential leveling
 BJ3595.and adjusted by the National Geodetic Survey in February 1994..
 BJ3595
 BJ3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3595
 BJ3595.The geoid height was determined by GEOID03.
 BJ3595
 BJ3595.The dynamic height is computed by dividing the NAVD 88
 BJ3595.geopotential number by the normal gravity value computed on the
 BJ3595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3595.degrees latitude (g = 980.6199 gals.).
 BJ3595
 BJ3595.The modeled gravity was interpolated from observed gravity values.
 BJ3595
 BJ3595;                    North         East     Units Scale Factor Converg.
 BJ3595;SPC LA S     -   266,029.596 1,049,722.026   MT  1.00004835   +0 15 36.1
 BJ3595;SPC LA S     -   872,798.77  3,443,963.01   sFT  1.00004835   +0 15 36.1
 BJ3595;UTM  15      - 3,420,447.905   709,001.755   MT  1.00013886   +1 07 24.0
 BJ3595
 BJ3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3595!SPC LA S     -   0.99999335  x   1.00004835  =   1.00004170
 BJ3595!UTM  15      -   0.99999335  x   1.00013886  =   1.00013221
 BJ3595
 BJ3595                          SUPERSEDED SURVEY CONTROL
 BJ3595
 BJ3595  NAD 83(1992)-  30 53 56.09286(N)    090 48 47.80170(W) AD(       ) 3
 BJ3595  NGVD 29 (05/04/93)   69.67   (m)          228.6    (f) LEVELING    3  
 BJ3595
 BJ3595.Superseded values are not recommended for survey control.
 BJ3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3595.See file dsdata.txt to determine how the superseded data were derived.
 BJ3595
 BJ3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0900220448(NAD 83)
 BJ3595_MARKER: DR = REFERENCE MARK DISK
 BJ3595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3595_SP_SET: CONCRETE POST
 BJ3595_STAMPING: PLANER 1966 RM 3 1984
 BJ3595_MARK LOGO: LADH  
 BJ3595_PROJECTION: FLUSH
 BJ3595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ3595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3595+STABILITY: SURFACE MOTION
 BJ3595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3595+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1985
 BJ3595
 BJ3595  HISTORY     - Date     Condition        Report By
 BJ3595  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3595  HISTORY     - 1984     GOOD             LADTD
 BJ3595  HISTORY     - 19850522 GOOD             LADTD
 BJ3595
 BJ3595                          STATION DESCRIPTION
 BJ3595
 BJ3595'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3595'18 KM (11.2 MI) NW FROM GREENSBURG.
 BJ3595'THE MARK IS ABOVE LEVEL WITH PAVED PARISH ROAD.
 BJ3595'ABOUT 16.6KM (10.3MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3595'GREENSBURG TO THE JUNCTION OF STATE HIGHWAY 38 IN COLEMAN TOWN, THENCE
 BJ3595'NORTH (RIGHT) ON HIGHWAY 38 FOR 1.3KM (0.8MI) TO A PAVED PARISH ROAD,
 BJ3595'THENCE EAST (RIGHT) ON THE PARISH ROAD FOR 0.2KM (0.1MI) TO THE
 BJ3595'REFERENCE MARK ON THE LEFT, 19.4 METERS (63.5 FT) NORTH OF THE CENTER
 BJ3595'OF A FENCE BRACE, AND 8.4 METERS (27.5 FT) NORTHWEST OF PAVED ROAD.
 BJ3595'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3595
 BJ3595                          STATION RECOVERY (1985)
 BJ3595
 BJ3595'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3595'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) EAST OF CLINTON, 17.9
 BJ3595'KM (11.10 MI) NORTHWEST OF GREENSBURG AND 1.2 KM (0.75 MI) NORTH OF
 BJ3595'THE SMALL SETTLEMENT OF COLEMAN TOWN, IN SECTION 64, T 2 S, R 4 E.
 BJ3595'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3595'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG GO WEST FOR
 BJ3595'16.6 KM (10.30 MI) ON STATE HIGHWAY 10 TO THE JUNCTION WITH STATE
 BJ3595'HIGHWAY 38 IN COLEMAN TOWN.  TURN RIGHT AND GO NORTH FOR 1.3 KM
 BJ3595'(0.80 MI) ON HIGHWAY 38 TO THE JUNCTION WITH A PARISH PAVED ROAD.
 BJ3595'TURN RIGHT AND GO EAST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO THE
 BJ3595'STATION ON THE LEFT.
 BJ3595'THE STATION IS 19.4 M (63.6 FT) NORTH FROM THE CENTER OF A FENCE
 BJ3595'BRACE, 8.4 M (27.6 FT) NORTHWEST FROM THE CENTER OF THE PAVED ROAD AND
 BJ3595'0.6 M (2.0 FT) SOUTH FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE
 BJ3595'GROUND AND ABOUT LEVEL WITH THE PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4754 ***********************************************************************
 BJ4754  DESIGNATION -  PLANK
 BJ4754  PID         -  BJ4754
 BJ4754  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4754  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4754
 BJ4754                         *CURRENT SURVEY CONTROL
 BJ4754  ___________________________________________________________________
 BJ4754* NAD 83(1992)-  30 30 31.69933(N)    091 09 00.86563(W)     ADJUSTED  
 BJ4754* NAVD 88     -        18.5    (meters)      61.     (feet)  VERTCON   
 BJ4754  ___________________________________________________________________
 BJ4754  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4754  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4754
 BJ4754  HORZ ORDER  -  FIRST
 BJ4754
 BJ4754.The horizontal coordinates were established by classical geodetic methods
 BJ4754.and adjusted by the National Geodetic Survey in January 1993..
 BJ4754
 BJ4754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4754
 BJ4754.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4754
 BJ4754.The geoid height was determined by GEOID03.
 BJ4754
 BJ4754;                    North         East     Units Scale Factor Converg.
 BJ4754;SPC LA S     -   222,681.507 1,017,574.513   MT  0.99996491   +0 05 29.6
 BJ4754;SPC LA S     -   730,580.91  3,338,492.38   sFT  0.99996491   +0 05 29.6
 BJ4754;UTM  15      - 3,376,622.238   677,502.964   MT  0.99998870   +0 56 21.5
 BJ4754
 BJ4754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4754!SPC LA S     -   1.00000137  x   0.99996491  =   0.99996628
 BJ4754!UTM  15      -   1.00000137  x   0.99998870  =   0.99999007
 BJ4754
 BJ4754|---------------------------------------------------------------------|
 BJ4754| PID    Reference Object                     Distance      Geod. Az  |
 BJ4754|                                                           dddmmss.s |
 BJ4754| BJ4784 TP 9                                 25.059 METERS 05411     |
 BJ4754| CW2216 PLANK RM 1                           27.523 METERS 06322     |
 BJ4754| CW2217 PLANK RM 2                           27.880 METERS 15721     |
 BJ4754| CV9631 BATON ROUGE ST GERARD CH SP                        1933000.3 |
 BJ4754| CW2215 PLANK AZ MK                                        2693558.7 |
 BJ4754| BJ4764 BATON ROUGE IDEAL CEM CO STACK      APPROX. 3.9 KM 2701814.3 |
 BJ4754| BJ4785 17I005 LADH 1974                    196.537 METERS 35317     |
 BJ4754|---------------------------------------------------------------------|
 BJ4754
 BJ4754                          SUPERSEDED SURVEY CONTROL
 BJ4754
 BJ4754  NAD 83(1986)-  30 30 31.71745(N)    091 09 00.86316(W) AD(       ) 1
 BJ4754  NAD 27      -  30 30 31.03716(N)    091 09 00.47670(W) AD(       ) 1
 BJ4754  NGVD 29 (07/19/86)   18.5    (m)           61.     (f) VERT ANG       
 BJ4754
 BJ4754.Superseded values are not recommended for survey control.
 BJ4754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4754.See file dsdata.txt to determine how the superseded data were derived.
 BJ4754
 BJ4754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7750376622(NAD 83)
 BJ4754_MARKER: DS = TRIANGULATION STATION DISK
 BJ4754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4754_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4754
 BJ4754  HISTORY     - Date     Condition        Report By
 BJ4754  HISTORY     - 1970     MONUMENTED       NGS
 BJ4754  HISTORY     - 1972     GOOD             NGS
 BJ4754  HISTORY     - 1973     GOOD             NGS
 BJ4754  HISTORY     - 1974     GOOD             LADTD
 BJ4754
 BJ4754                          STATION DESCRIPTION
 BJ4754
 BJ4754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4754'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF THE BUSINESS
 BJ4754'DISTRICT OF BATON ROUGE, AT THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ4754'STATE HIGHWAY 67 AND ON LAND OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ4754'HIGHWAYS.
 BJ4754'
 BJ4754'THE STATION IS IN THE SOUTHWEST ANGLE OF U.S. HIGHWAY 190 AND STATE
 BJ4754'HIGHWAY 67.
 BJ4754'
 BJ4754'STATION MARKS ARE STANDARD DISKS STAMPED PLANK 1970.  THE SURFACE
 BJ4754'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4754'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET WEST OF THE
 BJ4754'CENTERLINE OF STATE HIGHWAY 67, 88 FEET SOUTH OF THE CENTERLINE OF
 BJ4754'THE SERVICE ROAD ALONG U.S. HIGHWAY 190 AND 84 FEET SOUTHWEST OF
 BJ4754'THE SOUTHWEST END OF THE CONCRETE OVERPASS.  THE UNDERGROUND MARK IS
 BJ4754'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BJ4754'GROUND SURFACE.
 BJ4754'
 BJ4754'REFERENCE MARK 1, A STANDARD DISK STAMPED PLANK NO 1 1970, IS
 BJ4754'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE UNDER THE SOUTHWEST END
 BJ4754'OF THE OVERPASS.  IT IS 52 FEET SOUTH OF THE CENTERLINE OF THE
 BJ4754'SERVICE ROAD ALONG U.S. HIGHWAY 190, 13 FEET NORTH OF THE SOUTHWEST
 BJ4754'END OF THE CONCRETE OVERPASS AND 3 FEET WEST OF THE WEST WALL OF
 BJ4754'THE OVERPASS.
 BJ4754'
 BJ4754'REFERENCE MARK 2, A STANDARD DISK STAMPED PLANK NO 2 1970, IS
 BJ4754'CEMENTED IN A DRILL HOLE IN THE BASE OF A LIGHT POLE.  IT IS 121 FEET
 BJ4754'SOUTH OF THE SOUTHWEST END OF THE CONCRETE OVERPASS, 40 FEET WEST OF
 BJ4754'THE CENTERLINE OF STATE HIGHWAY 67 AND 1 FOOT NORTH OF THE
 BJ4754'CENTER OF THE LIGHT POLE.
 BJ4754'
 BJ4754'THE AZIMUTH MARK, A STANDARD DISK STAMPED PLANK 1970, IS CEMENTED IN
 BJ4754'A DRILL HOLE IN A CONCRETE CULVERT HEADWALL.  IT IS 36 FEET SOUTH OF
 BJ4754'THE CENTERLINE OF THE SERVICE ROAD ALONG U.S. HIGHWAY 190, 15.6 FEET
 BJ4754'EAST OF A FIRE PLUG, 2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 BJ4754'EAST OF THE WEST END OF THE CONCRETE CULVERT HEADWALL.
 BJ4754'
 BJ4754'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE SERVICE
 BJ4754'ROAD ALONG U.S. HIGHWAY 190 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 BJ4754'
 BJ4754'NOTE--NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO OVERPASS
 BJ4754'BRIDGE ON LINE.
 BJ4754'
 BJ4754'HEIGHT OF LIGHT ABOVE STATION MARK 37.6 METERS.
 BJ4754
 BJ4754                          STATION RECOVERY (1972)
 BJ4754
 BJ4754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BJ4754'THE STATION WAS VISITED 5-17-72 AND THE STATION AND ALL THE MARKS
 BJ4754'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED
 BJ4754'AT THIS DATE.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED AT THIS DATE,
 BJ4754'INSTEAD A DIRECTION WAS TAKEN TO THE ST. GERARD CATHOLIC CHURCH
 BJ4754'SPIRE.
 BJ4754'
 BJ4754'THE DESCRIPTION FOR THE STATION IS ADEQUATE.  A DESCRIPTION FOR THE
 BJ4754'ST. GERARD CATHOLIC CHURCH SPIRE FOLLOWS--IT IS LOCATED IN THE
 BJ4754'NORTHEAST ANGLE OF PLANK ROAD AND ST. GERARD STREET.  THE SPIRE IS
 BJ4754'ON THE WEST END OF A RED BRICK CHURCH, WEST OF THE SCHOOL BUILDINGS.
 BJ4754'THE POINT OBSERVED UPON WAS THE BASE OF THE CROSS ON THE TOP OF THE
 BJ4754'SPIRE.
 BJ4754'
 BJ4754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NE BATON ROUGE.
 BJ4754
 BJ4754                          STATION RECOVERY (1973)
 BJ4754
 BJ4754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 BJ4754'STATION WAS RECOVERED AS DESCRIBED.
 BJ4754'
 BJ4754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BATON ROUGE,
 BJ4754'NEAR NORTHEAST EDGE OF BUSINESS DISTRICT, AT U.S. HIGHWAY 190 AND
 BJ4754'PLANK ROAD.
 BJ4754
 BJ4754                          STATION RECOVERY (1974)
 BJ4754
 BJ4754'RECOVERY NOTE BY LA TRANSP AND DEV 1974 (RT)
 BJ4754'(NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO
 BJ4754'OVERPASS ON LINE)
 BJ4754'
 BJ4754'THE STATION WAS VISITED 9-3-74 AND THE STATION MARK, REFERENCE
 BJ4754'MARK 1 AND REFERENCE MARK 2 WERE FOUND TO BE IN GOOD
 BJ4754'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 BJ4754'FOUND.  THE AREA IN WHICH THE MARK WAS SET IS ON THE
 BJ4754'CONSTRUCTION SIGHT OF THE NEW U.S. HIGHWAY 61 AND INTERSTATE
 BJ4754'110 INTERCHANGE.  A NEW AZIMUTH HAS BEEN ESTABLISHED ON
 BJ4754'THE ST. GERARD CHURCH STEEPLE SOUTHWEST OF THE STATION ON
 BJ4754'PLANK ROAD.
 BJ4754'
 BJ4754'THE 1970 DESCRIPTION IS ADEQUATE FOR THIS STATION.
 BJ4754'
 BJ4754'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4754'
 BJ4754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4754'5 MILES NORTH OF DOWNTOWN BATON ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2741 ***********************************************************************
 BK2741  DESIGNATION -  PLANTATION
 BK2741  PID         -  BK2741
 BK2741  STATE/COUNTY-  LA/LAFAYETTE
 BK2741  USGS QUAD   -  LAFAYETTE (1994)
 BK2741
 BK2741                         *CURRENT SURVEY CONTROL
 BK2741  ___________________________________________________________________
 BK2741* NAD 83(1992)-  30 10 06.34860(N)    092 01 53.86301(W)     ADJUSTED  
 BK2741* NAVD 88     -         8.9  **(meters)      29.   **(feet)  VERTCON   
 BK2741  **This station is located in a subsidence area (see below).
 BK2741  ___________________________________________________________________
 BK2741  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK2741  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2741
 BK2741  HORZ ORDER  -  FIRST
 BK2741
 BK2741.The horizontal coordinates were established by classical geodetic methods
 BK2741.and adjusted by the National Geodetic Survey in January 1993..
 BK2741
 BK2741 ** The orthometric height has not been validated since last determined
 BK2741 ** by differential leveling and should not be used for control purposes.
 BK2741 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2741 ** area with valid NAVD 88 orthometric heights.
 BK2741 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2741 ** epoch indicated which incorporates improved geoid heights for the
 BK2741 ** Southern Louisiana Subsidence area.
 BK2741 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2741
 BK2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2741
 BK2741.The geoid height was determined by GEOID03.
 BK2741
 BK2741;                    North         East     Units Scale Factor Converg.
 BK2741;SPC LA S     -   185,141.117   932,743.277   MT  0.99993000   -0 20 57.0
 BK2741;SPC LA S     -   607,417.15  3,060,175.23   sFT  0.99993000   -0 20 57.0
 BK2741;UTM  15      - 3,337,845.021   593,241.272   MT  0.99970726   +0 29 12.1
 BK2741
 BK2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2741!SPC LA S     -   1.00000288  x   0.99993000  =   0.99993288
 BK2741!UTM  15      -   1.00000288  x   0.99970726  =   0.99971014
 BK2741
 BK2741|---------------------------------------------------------------------|
 BK2741| PID    Reference Object                     Distance      Geod. Az  |
 BK2741|                                                           dddmmss.s |
 BK2741| CW2219 PLANTATION RM 1                      48.146 METERS 18218     |
 BK2741| CW2218 PLANTATION AZ MK                                   2964125.2 |
 BK2741| CW2220 PLANTATION RM 2                      53.182 METERS 31704     |
 BK2741|---------------------------------------------------------------------|
 BK2741
 BK2741                          SUPERSEDED SURVEY CONTROL
 BK2741
 BK2741  NAD 83(1986)-  30 10 06.36842(N)    092 01 53.85709(W) AD(       ) 1
 BK2741  NAD 27      -  30 10 05.64091(N)    092 01 53.42049(W) AD(       ) 1
 BK2741  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 BK2741
 BK2741.Superseded values are not recommended for survey control.
 BK2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2741.See file dsdata.txt to determine how the superseded data were derived.
 BK2741
 BK2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9324137845(NAD 83)
 BK2741_MARKER: DS = TRIANGULATION STATION DISK
 BK2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2741
 BK2741  HISTORY     - Date     Condition        Report By
 BK2741  HISTORY     - 1969     MONUMENTED       CGS
 BK2741
 BK2741                          STATION DESCRIPTION
 BK2741
 BK2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2741'THE STATION IS ON THE PLANTATION ELEMENTARY PUBLIC SCHOOL GROUNDS,
 BK2741'ABOUT 3 MILES SOUTH-SOUTHWEST OF LAFAYETTE AND NEAR THE NORTHEAST
 BK2741'CORNER OF THE SCHOOL GROUNDS.
 BK2741'
 BK2741'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 167 AND
 BK2741'STATE HIGHWAY 3073 AT THE SOUTH EDGE OF LAFAYETTE, GO EASTERLY ON
 BK2741'HIGHWAY 3073 FOR 2.2 MILES TO THE JUNCTION OF STATE HIGHWAY 3095.
 BK2741'TURN LEFT AND GO NORTHERLY ON HIGHWAY 3095 FOR 1.3 MILES TO THE
 BK2741'PLANTATION ELEMENTARY SCHOOL ON THE RIGHT, TURN RIGHT AND GO
 BK2741'NORTHEAST ACROSS SCHOOL GROUNDS FOR 0.1 MILE TO THE STATION.
 BK2741'
 BK2741'STATION MARK IS A STANDARD DISK, STAMPED PLANTATION 1969, SET IN THE
 BK2741'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH.  IT
 BK2741'IS 226 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL, 179 FEET
 BK2741'EAST-SOUTHEAST OF A POWER LINE POLE WITH TRANSFORMERS, 61 FEET
 BK2741'SOUTH OF A FENCE AND 50 FEET WEST OF A DRAINAGE DITCH.  THE
 BK2741'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BK2741'40 INCHES BELOW THE GROUND SURFACE.
 BK2741'
 BK2741'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PLANTATION NO 1 1969,
 BK2741'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BK2741'FLUSH.  IT IS 219 FEET SOUTH OF THE FENCE AND 15 FEET WEST OF
 BK2741'THE DRAINAGE DITCH.
 BK2741'
 BK2741'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PLANTATION NO 2 1969,
 BK2741'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BK2741'FLUSH.  IT IS 112 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BK2741'SCHOOL, 48 FEET SOUTH-SOUTHWEST OF THE FENCE AND 4.5 FEET EAST OF
 BK2741'THE POWER LINE POLE.
 BK2741'
 BK2741'AZIMUTH MARK IS A STANDARD DISK, STAMPED PLANTATION 1969, SET IN THE
 BK2741'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 BK2741'INCHES.  IT IS 19.0 FEET NORTH-NORTHEAST OF THE CENTER OF A
 BK2741'GRAVELLED ROAD, 2.0 FEET SOUTHEAST OF A POWER LINE POLE, 2.0 FEET
 BK2741'NORTH-NORTHWEST OF A METAL WITNESS POST AND 0.7 FOOT
 BK2741'NORTH-NORTHEAST OF A FENCE.  TO REACH THE MARK FROM HIGHWAY 3095
 BK2741'AND THE SCHOOL ENTRANCE ROAD, GO SOUTHERLY ON HIGHWAY 3095 FOR
 BK2741'0.1 MILE TO A GRAVELLED ROAD ON THE RIGHT AT A CATTLE GUARD.
 BK2741'TURN RIGHT, CROSSING OVER CATTLE GUARD, AND GO NORTHWEST ON
 BK2741'GRAVELLED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 BK2741'
 BK2741'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURE DUE TO A
 BK2741'TANK AND FENCE ON LINE.
 BK2741'
 BK2741'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1396 ***********************************************************************
 AT1396  DESIGNATION -  PLANTERS
 AT1396  PID         -  AT1396
 AT1396  STATE/COUNTY-  LA/ORLEANS
 AT1396  USGS QUAD   -  CHALMETTE (1994)
 AT1396
 AT1396                         *CURRENT SURVEY CONTROL
 AT1396  ___________________________________________________________________
 AT1396* NAD 83(1992)-  29 53 43.61557(N)    089 59 26.71907(W)     ADJUSTED  
 AT1396* NAVD 88     -        -0.1  **(meters)      -0.   **(feet)  VERTCON   
 AT1396  **This station is located in a subsidence area (see below).
 AT1396  ___________________________________________________________________
 AT1396  X           -         892.917 (meters)                     COMP
 AT1396  Y           -  -5,534,019.492 (meters)                     COMP
 AT1396  Z           -   3,160,318.429 (meters)                     COMP
 AT1396  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AT1396  ELLIP HEIGHT-         -26.24  (meters)          (01/21/03) GPS OBS
 AT1396  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AT1396
 AT1396  HORZ ORDER  -  FIRST
 AT1396  ELLP ORDER  -  FOURTH    CLASS II
 AT1396
 AT1396.The horizontal coordinates were established by GPS observations
 AT1396.and adjusted by the National Geodetic Survey in January 1993..
 AT1396
 AT1396 ** The orthometric height has not been validated since last determined
 AT1396 ** by differential leveling and should not be used for control purposes.
 AT1396 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1396 ** area with valid NAVD 88 orthometric heights.
 AT1396 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1396 ** epoch indicated which incorporates improved geoid heights for the
 AT1396 ** Southern Louisiana Subsidence area.
 AT1396 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1396
 AT1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1396
 AT1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1396
 AT1396.The ellipsoidal height was determined by GPS observations
 AT1396.and is referenced to NAD 83.
 AT1396
 AT1396.The geoid height was determined by GEOID03.
 AT1396
 AT1396;                    North         East     Units Scale Factor Converg.
 AT1396;SPC LA S     -   155,437.210 1,129,663.555   MT  0.99992743   +0 40 16.7
 AT1396;SPC LA S     -   509,963.58  3,706,237.85   sFT  0.99992743   +0 40 16.7
 AT1396;UTM  16      - 3,310,959.554   211,180.222   MT  1.00062933   -1 29 30.1
 AT1396;UTM  15      - 3,311,006.216   790,606.145   MT  1.00064210   +1 30 03.3
 AT1396
 AT1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1396!SPC LA S     -   1.00000412  x   0.99992743  =   0.99993155
 AT1396!UTM  16      -   1.00000412  x   1.00062933  =   1.00063345
 AT1396!UTM  15      -   1.00000412  x   1.00064210  =   1.00064622
 AT1396
 AT1396                          SUPERSEDED SURVEY CONTROL
 AT1396
 AT1396  ELLIP H (01/21/93)  -26.23   (m)                       GP(       ) 4 2
 AT1396  NAD 83(1986)-  29 53 43.63191(N)    089 59 26.71802(W) AD(       ) 1
 AT1396  NGVD 29 (02/23/90)   -0.1    (m)           -0.     (f) GPS OBS        
 AT1396
 AT1396.Superseded values are not recommended for survey control.
 AT1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1396.See file dsdata.txt to determine how the superseded data were derived.
 AT1396
 AT1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1118010960(NAD 83)
 AT1396_MARKER: DS = TRIANGULATION STATION DISK
 AT1396_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AT1396_SP_SET: CONCRETE DRIVE
 AT1396_STAMPING: PLANTERS OPW 1988
 AT1396_MARK LOGO: LADTD 
 AT1396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1396+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1989
 AT1396
 AT1396  HISTORY     - Date     Condition        Report By
 AT1396  HISTORY     - 1988     MONUMENTED       LADTD
 AT1396  HISTORY     - 19890124 GOOD
 AT1396
 AT1396                          STATION DESCRIPTION
 AT1396
 AT1396'DESCRIBED BY LA TRANSP AND DEV 1988
 AT1396'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF TERRYTOWN,
 AT1396'2.6 KM (1.60 MI) SOUTH OF NEW ORLEANS AND 1.1 KM (0.70 MI)
 AT1396'SOUTH-SOUTHWEST OF THE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL
 AT1396'WATERWAY.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AT1396'DEVELOPMENT.
 AT1396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 406 AND 407
 AT1396'NEAR THE SOUTH END OF THE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL
 AT1396'WATERWAY, GO WEST FOR 1.5 KM (0.95 MI) ON HIGHWAY 406 TO THE STATION
 AT1396'ON THE RIGHT, SET IN A DRILL HOLE IN THE WEST EDGE OF A CONCRETE DRIVE
 AT1396'LEADING NORTH.
 AT1396'THE STATION IS 13.3 M (43.6 FT) NORTHWEST FROM THE CENTER OF HIGHWAY
 AT1396'406, 5.5 M (18.0 FT) SOUTH FROM THE CENTER OF A DOUBLE GATE ACROSS THE
 AT1396'DRIVEWAY AND 0.9 M (3.0 FT) NORTHEAST FROM THE WEST EDGE OF THE
 AT1396'DRIVEWAY.
 AT1396
 AT1396                          STATION RECOVERY (1989)
 AT1396
 AT1396'RECOVERED 1989
 AT1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1397 ***********************************************************************
 AT1397  DESIGNATION -  PLANTERS AZ MK
 AT1397  PID         -  AT1397
 AT1397  STATE/COUNTY-  LA/ORLEANS
 AT1397  USGS QUAD   -  CHALMETTE (1994)
 AT1397
 AT1397                         *CURRENT SURVEY CONTROL
 AT1397  ___________________________________________________________________
 AT1397* NAD 83(1992)-  29 53 32.04673(N)    089 59 38.85667(W)     ADJUSTED  
 AT1397* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  VERTCON   
 AT1397  **This station is located in a subsidence area (see below).
 AT1397  ___________________________________________________________________
 AT1397  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AT1397  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AT1397
 AT1397  HORZ ORDER  -  SECOND
 AT1397
 AT1397.The horizontal coordinates were established by classical geodetic methods
 AT1397.and adjusted by the National Geodetic Survey in January 1993..
 AT1397.No horizontal observational check was made to the station.
 AT1397
 AT1397 ** The orthometric height has not been validated since last determined
 AT1397 ** by differential leveling and should not be used for control purposes.
 AT1397 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1397 ** area with valid NAVD 88 orthometric heights.
 AT1397 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1397 ** epoch indicated which incorporates improved geoid heights for the
 AT1397 ** Southern Louisiana Subsidence area.
 AT1397 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1397
 AT1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1397
 AT1397.The geoid height was determined by GEOID03.
 AT1397
 AT1397;                    North         East     Units Scale Factor Converg.
 AT1397;SPC LA S     -   155,077.224 1,129,342.115   MT  0.99992753   +0 40 10.6
 AT1397;SPC LA S     -   508,782.53  3,705,183.26   sFT  0.99992753   +0 40 10.6
 AT1397;UTM  16      - 3,310,611.712   210,845.189   MT  1.00063172   -1 29 35.6
 AT1397;UTM  15      - 3,310,641.354   790,289.724   MT  1.00063984   +1 29 56.7
 AT1397
 AT1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1397!SPC LA S     -   1.00000413  x   0.99992753  =   0.99993166
 AT1397!UTM  16      -   1.00000413  x   1.00063172  =   1.00063585
 AT1397!UTM  15      -   1.00000413  x   1.00063984  =   1.00064397
 AT1397
 AT1397                          SUPERSEDED SURVEY CONTROL
 AT1397
 AT1397  NAD 83(1986)-  29 53 32.06308(N)    089 59 38.85561(W) AD(       ) 2
 AT1397  NGVD 29 (02/23/90)   -0.     (m)           -0.     (f) VERT ANG       
 AT1397
 AT1397.Superseded values are not recommended for survey control.
 AT1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1397.See file dsdata.txt to determine how the superseded data were derived.
 AT1397
 AT1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1084510612(NAD 83)
 AT1397_MARKER: DZ = AZIMUTH MARK DISK
 AT1397_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AT1397_SP_SET: COMMERCIAL SIGN BASE
 AT1397_STAMPING: PLANTERS OPW 1988
 AT1397_MARK LOGO: LADTD 
 AT1397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1397+STABILITY: SURFACE MOTION
 AT1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1397+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AT1397
 AT1397  HISTORY     - Date     Condition        Report By
 AT1397  HISTORY     - 1988     MONUMENTED       LADTD
 AT1397
 AT1397                          STATION DESCRIPTION
 AT1397
 AT1397'DESCRIBED BY LA TRANSP AND DEV 1988
 AT1397'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF TERRYTOWN,
 AT1397'2.6 KM (1.60 MI) SOUTH OF NEW ORLEANS AND 1.6 KM (1.00 MI)
 AT1397'SOUTH-SOUTHWEST OF THE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL
 AT1397'WATERWAY.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AT1397'DEVELOPMENT.
 AT1397'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 406 AND 407
 AT1397'NEAR THE SOUTH END OF THE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL
 AT1397'WATERWAY, GO WEST FOR 2 KM (1.25 MI) ON HIGHWAY 406 TO THE STATION ON
 AT1397'THE RIGHT, SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 5X5 FOOT
 AT1397'CONCRETE FOOTING SUPPORTING A COMMERCIAL SIGN.
 AT1397'THE STATION IS 13.4 M (44.0 FT) WEST FROM THE CENTER OF HIGHWAY 406,
 AT1397'0.9 M (3.0 FT) NORTHWEST FROM THE DICKERSON WELDING INC. SIGN POLE AND
 AT1397'0.3 M (1.0 FT) SOUTHEAST FROM THE NORTHWEST CORNER OF THE CONCRETE
 AT1397'SLAB SUPPORTING THE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5011 ***********************************************************************
 BJ5011  DESIGNATION -  PLAQUEMINE
 BJ5011  PID         -  BJ5011
 BJ5011  STATE/COUNTY-  LA/IBERVILLE
 BJ5011  USGS QUAD   -  PLAQUEMINE (1992)
 BJ5011
 BJ5011                         *CURRENT SURVEY CONTROL
 BJ5011  ___________________________________________________________________
 BJ5011* NAD 83(1992)-  30 17 34.49066(N)    091 14 04.15381(W)     ADJUSTED  
 BJ5011* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 BJ5011  ___________________________________________________________________
 BJ5011  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ5011  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5011
 BJ5011  HORZ ORDER  -  FIRST
 BJ5011
 BJ5011.The horizontal coordinates were established by classical geodetic methods
 BJ5011.and adjusted by the National Geodetic Survey in January 1993..
 BJ5011
 BJ5011.The orthometric height was scaled from a topographic map.
 BJ5011
 BJ5011.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5011
 BJ5011.The geoid height was determined by GEOID03.
 BJ5011
 BJ5011;                    North         East     Units Scale Factor Converg.
 BJ5011;SPC LA S     -   198,739.207 1,009,508.581   MT  0.99993868   +0 02 57.9
 BJ5011;SPC LA S     -   652,030.21  3,312,029.40   sFT  0.99993868   +0 02 57.9
 BJ5011;UTM  15      - 3,352,563.139   669,790.630   MT  0.99995567   +0 53 26.8
 BJ5011
 BJ5011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5011!SPC LA S     -   1.00000301  x   0.99993868  =   0.99994169
 BJ5011!UTM  15      -   1.00000301  x   0.99995567  =   0.99995868
 BJ5011
 BJ5011|---------------------------------------------------------------------|
 BJ5011| PID    Reference Object                     Distance      Geod. Az  |
 BJ5011|                                                           dddmmss.s |
 BJ5011| BJ5012 PLAQUEMINE ST JOHN CATH CH TWR      185.211 METERS 18006     |
 BJ5011| BJ5019 IBERVILLE PARISH CTHSE DOME         APPROX. 0.6 KM 1885235.7 |
 BJ5011| BJ5008 PLAQUEMINE MUNICIPAL TANK           APPROX. 0.9 KM 2011934.5 |
 BJ5011| CW2222 PLAQUEMINE RM 1                      40.386 METERS 21137     |
 BJ5011| BJ5109 SCHWING LUMBER CO TANK              APPROX. 2.4 KM 2262623.5 |
 BJ5011| CW2221 PLAQUEMINE AZ MK                                   2531904.4 |
 BJ5011| BJ5007 PLAQUEMINE RED BALL CO TANK         APPROX. 0.5 KM 2793340.8 |
 BJ5011| CW2223 PLAQUEMINE RM 2                      35.473 METERS 33427     |
 BJ5011|---------------------------------------------------------------------|
 BJ5011
 BJ5011                          SUPERSEDED SURVEY CONTROL
 BJ5011
 BJ5011  NAD 83(1986)-  30 17 34.50911(N)    091 14 04.15218(W) AD(       ) 1
 BJ5011  NAD 27      -  30 17 33.81200(N)    091 14 03.76500(W) AD(       ) 1
 BJ5011
 BJ5011.Superseded values are not recommended for survey control.
 BJ5011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5011.See file dsdata.txt to determine how the superseded data were derived.
 BJ5011
 BJ5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6979152563(NAD 83)
 BJ5011_MARKER: DS = TRIANGULATION STATION DISK
 BJ5011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5011+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 BJ5011
 BJ5011  HISTORY     - Date     Condition        Report By
 BJ5011  HISTORY     - 1929     MONUMENTED       CGS
 BJ5011  HISTORY     - 1935     GOOD             CGS
 BJ5011  HISTORY     - 1947     GOOD             CGS
 BJ5011  HISTORY     - 1955     GOOD             CGS
 BJ5011  HISTORY     - 1982     MARK NOT FOUND   LADH
 BJ5011  HISTORY     - 20020215 GOOD             INDIV
 BJ5011
 BJ5011                          STATION DESCRIPTION
 BJ5011
 BJ5011'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ5011'IN PLAQUEMINE ON LOCK RESERVATION BELONGING TO UNITED STATES
 BJ5011'GOVERNMENT, ON N SIDE OF LOCKS, DIRECTLY OPPOSITE EASTERNMOST
 BJ5011'DOOR ON NORTHERN FACE OF LOCK BUILDING, 12.2 METERS (40 FEET)
 BJ5011'N OF N CONCRETE FACE OF LOCK BASIN, 30.2 METERS (99 FEET) W BY
 BJ5011'N OF NORTHERN END OF SECOND LOCK FROM MISSISSIPPI RIVER, 54.9
 BJ5011'METERS (180 FEET) W OF CONCRETE COPING ON LEVEE AND 57.9 METERS
 BJ5011'(190 FEET) SW OF HIGH-WATER TIDE STAFF N OF OUTER LOCK.
 BJ5011'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ5011'DISKS SET IN TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 BJ5011'REFERENCE MARK NO. 1 IS IN CEMENT SIDEWALK ON N SIDE OF
 BJ5011'LOCKS, 0.98 METER (3.2 FEET) N OF N FACE OF LOCK, 24.7
 BJ5011'METERS (81 FEET) E OF THIRD LOCK FROM MISSISSIPPI RIVER, AND
 BJ5011'40.39 METERS (132.5 FEET) FROM STATION S 31 DEG
 BJ5011'36 MIN W. NO. 2 IS IN SIDEWALK AT SW CORNER OF HOUSE ON
 BJ5011'LOCK RESERVATION OCCUPIED BY ASSISTANT KEEPERS, 46.3 METERS
 BJ5011'(152 FEET) N OF N FACE OF LOCKS 17.3 METERS (57 FEET) W
 BJ5011'OF GATE LEADING INTO YARD SURROUNDING ASSISTANT KEEPERS
 BJ5011'HOUSE, 47.5 METERS (156 FEET) W OF HIGH-WATER TIDE STAFF
 BJ5011'MENTIONED ABOVE, AND 35.56 METERS (116.7 FEET) FROM
 BJ5011'STATION N 25 DEG 33 MIN W.
 BJ5011
 BJ5011                          STATION RECOVERY (1935)
 BJ5011
 BJ5011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5011'STATION RECOVERED IN GOOD CONDITION AS FOLLOWS--NOTE THAT
 BJ5011'THE COMPASS DIRECTIONS IN THE ORIGINAL DESCRIPTION ARE IN
 BJ5011'ERROR.
 BJ5011'
 BJ5011'THE STATION IS ON THE LOCK RESERVATION, OWNED BY THE U.S.
 BJ5011'GOVERNMENT, IN PLAQUEMINE, ON THE NW SIDE OF THE LOCKS,
 BJ5011'DIRECTLY OPPOSITE THE NORTHEASTERNMOST DOOR OF THE NORTHWESTERN
 BJ5011'FACE OF THE LOCK BUILDING.  THE MARK IS 40 FEET NW OF THE
 BJ5011'NW FACE OF THE LOCK BASIN.  99 FEET WSW OF THE NORTHWESTERN
 BJ5011'END OF THE SECOND LOCK FROM THE MISSISSIPPI.  180 FEET SW
 BJ5011'OF THE CONCRETE COPING OF THE LEVEE.  190 FEET SSW OF THE
 BJ5011'HIGH-WATER TIDE STAFF NW OF THE OUTER LOCK.  THE STATION
 BJ5011'MARK PROJECTS 4 INCHES.
 BJ5011'
 BJ5011'REFERENCE MARK NO. 1 IS SSW OF THE STATION.  SET IN THE SIDEWALK
 BJ5011'ON THE NW SIDE OF THE LOCKS.  3.2 FEET NW OF THE NW FACE
 BJ5011'OF THE LOCK BASIN.  81 FEET E OF THE THIRD LOCK FROM THE
 BJ5011'MISSISSIPPI.  218.69 FEET SW OF REFERENCE MARK NO. 2.
 BJ5011'
 BJ5011'REFERENCE MARK NO. 2 IS NNW OF THE STATION.  SET IN THE
 BJ5011'SIDEWALK AT THE S CORNER OF THE YARD SURROUNDING THE ASSISTANT
 BJ5011'LOCK KEEPERS HOUSE ON THE RESERVATION.  152 FEET NW OF THE
 BJ5011'NW FACE OF THE LOCK BASIN.  57 FEET SW OF A GATE LEADING
 BJ5011'INTO THE YARD.  156 FEET SW OF THE HIGH-WATER TIDE STAFF.
 BJ5011'
 BJ5011'THE AZIMUTH MARK (SET 1935) IS WSW OF THE STATION.  12 FEET
 BJ5011'NE OF THE NE RAIL OF THE RAILROAD.  20 FEET SW OF THE CENTER
 BJ5011'LINE OF THE HIGHWAY.  20 FEET SE OF A SEMAPHORE SIGNAL.
 BJ5011'80 YARDS SE OF THE RAILROAD DRAWBRIDGE.  IT IS A STANDARD
 BJ5011'BRONZE DISK WHICH PROJECTS 1 INCH.
 BJ5011'
 BJ5011'LIGHTS 126 FEET ABOVE BLANCHARD AND WHITECASTLE 1929 COME
 BJ5011'INTO VIEW 40 FEET ABOVE THIS STATION.
 BJ5011'
 BJ5011'A LIGHT 126 FEET ABOVE PLAQUEMINE MAGNETIC COMES INTO VIEW
 BJ5011'50 FEET ABOVE THIS STATION.
 BJ5011'
 BJ5011'A LIGHT 126 FEET ABOVE ABLE COMES INTO VIEW 84 FEET ABOVE
 BJ5011'THIS STATION.
 BJ5011
 BJ5011                          STATION RECOVERY (1947)
 BJ5011
 BJ5011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ5011'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.  STATION
 BJ5011'MARK AND REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION.
 BJ5011
 BJ5011                          STATION RECOVERY (1955)
 BJ5011
 BJ5011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5011'THE STATION WAS VISITED ON APRIL 29, 1955.  THE STATION WAS
 BJ5011'RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 BJ5011
 BJ5011                          STATION RECOVERY (1982)
 BJ5011
 BJ5011'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1982 (DT)
 BJ5011'PLAQUEMINE 1929 NOT RECOVERED.
 BJ5011'
 BJ5011'PLAQUEMINE RM 2 1929 NOT RECOVERED.
 BJ5011'
 BJ5011'PLAQUEMINE RM 1 1929 RECOVERED GOOD.
 BJ5011'
 BJ5011'PLAQUEMINE AZIMUTH OTHER (NOT SEARCHED FOR).
 BJ5011'
 BJ5011'THE DESCRIPTION IS ADEQUATE EXCEPT THAT THE U. S. LOCK RESERVATION
 BJ5011'IS NOW A STATE PARK.  THE AREA AROUND THE ASSISTANT LOCKMASTERS
 BJ5011'HOUSE HAS BEEN BUILT UP AND PLANTED.  EVIDENTLY THE SURFACE MARK IS
 BJ5011'EITHER BURIED OR HAS BEEN UPROOTED.  THE UNDERGROUND MARK WAS NOT
 BJ5011'SEARCHED FOR.  THE ONLY LANDMARK VISIBLE FROM RM 1 AT A
 BJ5011'HEIGHT OF 1.5 M IS THE TOWER OF ST. JOHN THE EVANGELIST CATH.
 BJ5011'CHURCH.  THE DOME ON THE IBERVILLE PARISH COURTHOUSE IS GONE.
 BJ5011
 BJ5011                          STATION RECOVERY (2002)
 BJ5011
 BJ5011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DGD)
 BJ5011'MARKER RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5010 ***********************************************************************
 BJ5010  DESIGNATION -  PLAQUEMINE MAGNETIC
 BJ5010  PID         -  BJ5010
 BJ5010  STATE/COUNTY-  LA/IBERVILLE
 BJ5010  USGS QUAD   -  PLAQUEMINE (1992)
 BJ5010
 BJ5010                         *CURRENT SURVEY CONTROL
 BJ5010  ___________________________________________________________________
 BJ5010* NAD 83(1992)-  30 16 53.39932(N)    091 14 02.49331(W)     ADJUSTED  
 BJ5010* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 BJ5010  ___________________________________________________________________
 BJ5010  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ5010  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ5010
 BJ5010  HORZ ORDER  -  FIRST
 BJ5010
 BJ5010.The horizontal coordinates were established by classical geodetic methods
 BJ5010.and adjusted by the National Geodetic Survey in January 1993..
 BJ5010
 BJ5010.The orthometric height was scaled from a topographic map.
 BJ5010
 BJ5010.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5010
 BJ5010.The geoid height was determined by GEOID03.
 BJ5010
 BJ5010;                    North         East     Units Scale Factor Converg.
 BJ5010;SPC LA S     -   197,473.970 1,009,554.048   MT  0.99993769   +0 02 58.8
 BJ5010;SPC LA S     -   647,879.18  3,312,178.57   sFT  0.99993769   +0 02 58.8
 BJ5010;UTM  15      - 3,351,298.684   669,854.668   MT  0.99995594   +0 53 26.5
 BJ5010
 BJ5010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5010!SPC LA S     -   1.00000317  x   0.99993769  =   0.99994086
 BJ5010!UTM  15      -   1.00000317  x   0.99995594  =   0.99995911
 BJ5010
 BJ5010|---------------------------------------------------------------------|
 BJ5010| PID    Reference Object                     Distance      Geod. Az  |
 BJ5010|                                                           dddmmss.s |
 BJ5010| CW2224 PLAQUEMINE MAGNETIC RM 1             36.835 METERS 08312     |
 BJ5010| CW2226 PLAQUEMINE MAGNETIC RM 2             47.351 METERS 20830     |
 BJ5010| CW2225 PLAQUEMINE MAGNETIC AZ MK                          2303047.2 |
 BJ5010| BJ5109 SCHWING LUMBER CO TANK              APPROX. 1.8 KM 2573012.1 |
 BJ5010| BJ5008 PLAQUEMINE MUNICIPAL TANK           APPROX. 0.6 KM 3205107.3 |
 BJ5010| BJ5007 PLAQUEMINE RED BALL CO TANK         APPROX. 1.5 KM 3370142.4 |
 BJ5010| BJ5019 IBERVILLE PARISH CTHSE DOME         APPROX. 0.7 KM 3485916.2 |
 BJ5010| BJ5012 PLAQUEMINE ST JOHN CATH CH TWR      APPROX. 1.1 KM 3573752.6 |
 BJ5010|---------------------------------------------------------------------|
 BJ5010
 BJ5010                          SUPERSEDED SURVEY CONTROL
 BJ5010
 BJ5010  NAD 83(1986)-  30 16 53.41771(N)    091 14 02.49169(W) AD(       ) 1
 BJ5010  NAD 27      -  30 16 52.71800(N)    091 14 02.10400(W) AD(       ) 1
 BJ5010
 BJ5010.Superseded values are not recommended for survey control.
 BJ5010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5010.See file dsdata.txt to determine how the superseded data were derived.
 BJ5010
 BJ5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6985551299(NAD 83)
 BJ5010_MARKER: X = CHISELED CROSS
 BJ5010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5010
 BJ5010  HISTORY     - Date     Condition        Report By
 BJ5010  HISTORY     - 1935     MONUMENTED       CGS
 BJ5010  HISTORY     - 1947     GOOD             CGS
 BJ5010  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ5010  HISTORY     - 1970     GOOD             NGS
 BJ5010  HISTORY     - 1982     GOOD             LADH
 BJ5010
 BJ5010                          STATION DESCRIPTION
 BJ5010
 BJ5010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5010'IN THE SOUTHERN PART OF THE TOWN OF PLAQUEMINE ON PROPERTY
 BJ5010'BELONGING TO THE DESOBRY HEIRS, IN A CULTIVATED FIELD ABOUT
 BJ5010'500 FEET W OF THE DESOBRY RESIDENCE, 0.1 MILE NW OF THE RAILROAD,
 BJ5010'450 FEET ENE OF THE HIGH SCHOOL, 371 FEET NE OF THE INTERSECTION
 BJ5010'OF FEDERAL STREET WITH A GRAVEL ROAD, 37 FEET NW OF THE CENTER
 BJ5010'LINE OF THE GRAVEL ROAD, 16 FEET NW OF THE NW SIDE OF A
 BJ5010'DRAINAGE DITCH, 44 FEET NE OF THE DRAINAGE DITCH TO THE SW,
 BJ5010'AND 60 FEET WNW OF THE W CORNER OF AN OLD BARN.  THE STATION
 BJ5010'IS MARKED BY A CROSS CUT ON AN 8-INCH CONCRETE POST SET FLUSH
 BJ5010'WITH THE GROUND.  REFERENCE MARK NO. 1, A STANDARD BRONZE
 BJ5010'DISK SET IN THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE,
 BJ5010'PROJECTS 6 INCHES AND IS 1 FOOT NW OF THE FENCE LINE, 27 FEET
 BJ5010'SE OF THE CENTER LINE OF THE GRAVEL ROAD, 86 FEET SW OF TWO
 BJ5010'CHINABERRY TREES, AND 120.85 FEET (36.83 METERS) FROM THE
 BJ5010'STATION N 83 DEG 12 MIN E. REFERENCE MARK NO. 2, A
 BJ5010'STANDARD BRONZE REFERENCE DISK SET IN THE TOP OF A
 BJ5010'SQUARE BLOCK OR POST OF CONCRETE, PROJECTS 5 INCHES AND
 BJ5010'IS 1 FOOT NW OF THE FENCE LINE, 27 FEET SE OF THE CENTER LINE
 BJ5010'OF THE ROAD, 229 FEET NE OF THE INTERSECTION OF FEDERAL
 BJ5010'STREET WITH THE GRAVEL ROAD, 245.82 FEET (74.93 METERS)
 BJ5010'FROM REFERENCE MARK NO. 1, AND 155.35 FEET (47.35 METERS)
 BJ5010'FROM THE STATION S 28 DEG 30 MIN W. THE AZIMUTH MARK,
 BJ5010'A STANDARD BRONZE DISK SET IN TOP OF A SQUARE BLOCK OR
 BJ5010'POST OF CONCRETE, PROJECTS 6 INCHES AND IS 1 FOOT ENE OF THE
 BJ5010'FENCE LINE, 3 FEET S OF A DRAINAGE DITCH, 30 FEET WSW OF THE
 BJ5010'CENTER LINE OF THE ROAD AT THE POINT WHERE IT MAKES A TURN TO
 BJ5010'THE NW, AND APPROXIMATELY 0.2 MILE FROM THE STATION
 BJ5010'S 50 DEG 31 MIN W. THE MERIDIAN STONE, AN 8-INCH CONCRETE
 BJ5010'POST SET FLUSH WITH THE SURFACE, IS IN A CULTIVATED FIELD, 75
 BJ5010'FEET E OF THE INTERSECTION OF FOURTH AND BAIST STREETS, 24.5
 BJ5010'FEET SW OF A 5-INCH TREE, 34 FEET SE OF THE CENTER LINE OF
 BJ5010'BAIST STREET, 61.5 FEET ENE OF A WATER METER ON THE SE SIDE OF
 BJ5010'THE STREET, 16 FEET SE OF A DRAINAGE DITCH, AND ABOUT 625 FEET
 BJ5010'FROM THE STATION N 0 DEG 02 MIN E. THE TANK
 BJ5010'OF THE SCHWING LUMBER COMPANY, VISIBLE FROM THE GROUND AT
 BJ5010'THE STATION, IS S 77 DEG 29 MIN W.THE TALL
 BJ5010'MUNICIPAL TANK, VISIBLE FROM THE GROUND AT THE STATION, IS
 BJ5010'N 39 DEG 09 MIN W. THE SHORT MUNICIPAL TANK,
 BJ5010'VISIBLE FROM THE GROUND AT THE STATION, IS N 36 DEG 15 MIN W.
 BJ5010'THE COURTHOUSE DOME, VISIBLE FROM THE GROUND
 BJ5010'AT THE STATION, IS N 11 DEG 01 MIN W. AND
 BJ5010'THE SPIRE ON THE BAPTIST CHURCH, VISIBLE FROM THE GROUND AT
 BJ5010'THE STATION, IS S 46 DEG 07 MIN E.
 BJ5010
 BJ5010                          STATION RECOVERY (1947)
 BJ5010
 BJ5010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ5010'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 BJ5010'
 BJ5010'ADD--THE STATION IS LOCATED ABOUT MIDWAY UP ON THE N SIDE
 BJ5010'OF A GRAVEL ROAD BETWEEN THE ONLY TWO HOUSES ON THIS SIDE OF
 BJ5010'THE STREET, 4.0 M. SW OF THE SW PORCH CORNER OF THE E HOUSE,
 BJ5010'AND 12.7 M. NE OF THE NE CORNER OF THE W HOUSE.  STATION IS BY
 BJ5010'A ROSE BUSH.  THE GRAVEL ROAD MENTIONED IN THE DESCRIPTION IS
 BJ5010'THE FIRST ROAD S OF THE HIGH SCHOOL.
 BJ5010'
 BJ5010'DELETE--IN A CULTIVATED FIELD.  60 FT. W-NW OF THE W CORNER
 BJ5010'OF AN OLD BARN.
 BJ5010'
 BJ5010'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND IS NOW
 BJ5010'ABOUT 6 IN. BELOW THE SURFACE OF THE GROUND.
 BJ5010'
 BJ5010'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND IN GOOD
 BJ5010'CONDITION.
 BJ5010
 BJ5010                          STATION RECOVERY (1955)
 BJ5010
 BJ5010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5010'THE STATION WAS VISITED ON APRIL 30, 1955.  THE STATION AND
 BJ5010'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE
 BJ5010'AZIMUTH MARK WAS FOUND DESTROYED, AND THE DISK RECLAIMED.  THE
 BJ5010'MERIDIAN STONE WAS NOT FOUND AT THIS DATE.  THE SURFACE MARK
 BJ5010'WAS REMOVED, AND A SUBSURFACE MARK WAS SET FOR THE STATION.
 BJ5010'A NEW SURFACE MARK WAS SET IN ITS ORIGINAL POSITION.  A NEW
 BJ5010'DESCRIPTION FOLLOWS--
 BJ5010'
 BJ5010'THE STATION IS LOCATED IN THE S SECTION OF PLAQUEMINE, 0.1
 BJ5010'MI. NW OF THE TEXAS AND PACIFIC RAILWAY TRACKS, 450 FT. E-NE
 BJ5010'OF THE HIGH SCHOOL, 39 FT. NW OF DESOBRY STREET BETWEEN
 BJ5010'FERDINAND AND BAIST STREETS, ON THE PROPERTY OF O.A. GASSON,
 BJ5010'714 DESOBRY STREET.  IT IS 128 PACES NE OF THE INTERSECTION
 BJ5010'OF FERDINAND AND DESOBRY STREETS, 41.5 FT. E OF THE NE CORNER
 BJ5010'OF MR. GASSONS HOUSE, 13 FT. SW OF THE SW CORNER OF THE PORCH
 BJ5010'OF THE HOUSE AT 712 DESOBRY STREET, 1 FT. SE OF THE PROJECTED
 BJ5010'TANGENT OF THE FRONT PORCH OF THE SAME HOUSE, 22 FT. W-SW OF
 BJ5010'AN 8-IN. CEDAR TREE IN FRONT OF 712 DESOBRY STREET, 49 FT.
 BJ5010'NE OF THE NE EDGE OF THE SIDEWALK TO THE GASSON HOUSE, 22
 BJ5010'FT.  N-NW OF A POWER POLE, AND 11 FT. W-SW OF A WATER METER.
 BJ5010'IT IS A STANDARD DISK, STAMPED PLAQUEMINE MAGNETIC 1935
 BJ5010'1955 AND IS FLUSH WITH THE GROUND.
 BJ5010'
 BJ5010'REFERENCE MARK 2 IS 155.35 FT. S-SW OF THE STATION, IN THE
 BJ5010'FRONT LAWN OF 515 DESOBRY STREET, 26.5 FT. NW OF THE NW CORNER
 BJ5010'OF THE HOUSE, 1.5 FT. NE OF THE PROJECTED TANGENT OF THE SW
 BJ5010'SIDE OF THE HOUSE, 24 FT. SE OF THE CENTERLINE OF DESOBRY
 BJ5010'STREET, AND 46 FT. SE OF A POWER POLE ACROSS THE STREET.  IT
 BJ5010'IS A STANDARD DISK, STAMPED PLAQUEMINE MAGNETIC NO 2 1935 AND
 BJ5010'PROJECTING 6 IN.
 BJ5010'
 BJ5010'REFERENCE MARK 1 IS 120.85 FT. SE OF THE STATION, 25 FT. SE
 BJ5010'OF THE CENTERLINE OF DESOBRY STREET, IN THE SW CORNER OF A VACANT
 BJ5010'LOT, AND ON THE PROJECTED TANGENT OF THE NE SIDE OF 710 DESOBRY
 BJ5010'STREET WHICH IS ACROSS THE STREET.
 BJ5010
 BJ5010                          STATION RECOVERY (1970)
 BJ5010
 BJ5010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BJ5010'RECOVERED.  THE STATION WAS VISITED 12/2/70.  THE STATION
 BJ5010'AND R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 BJ5010'
 BJ5010'AT THE TIME OF VISIT THE PROPERTY OWNER REQUESTED THAT R.M. 2
 BJ5010'BE LOWERED.  THE MARK WAS LOWERED AND A NEW DISK STAMPED
 BJ5010'PLAQUEMINE NO. 3 1935, 1970 WAS SET 0.1 FT. BELOW THE SURFACE
 BJ5010'BY PLUMB BENCH METHODS.
 BJ5010'
 BJ5010'THE DESCRIPTION BY R.E.A. IN 1935 IS ADEQUATE FOR FUTURE
 BJ5010'RECOVERY WITH THE FOLLOWING CHANGES--8 IN CEDAR TREE IN FRONT
 BJ5010'OF 712 DESOBRY STREET IS NO LONGER STANDING.  R.M. 3 (ORIGINALLY
 BJ5010'R.M. 2) IS IN THE FRONT YARD OF 715 DESOBRY STREET.  R.M. 1 IS
 BJ5010'IN THE NE CORNER OF 707 DESOBRY STREET.
 BJ5010
 BJ5010                          STATION RECOVERY (1982)
 BJ5010
 BJ5010'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1982 (DT)
 BJ5010'PLAQUEMINE MAGNETIC 1935 1955 RECOVERED GOOD.
 BJ5010'
 BJ5010'PLAQUEMINE MAGNETIC NO 1 1935 RECOVERED GOOD.
 BJ5010'
 BJ5010'PLAQUEMINE MAGNETIC NO 2 1935 RECOVERED GOOD.
 BJ5010'
 BJ5010'DESCRIPTION ADEQUATE EXCEPT THAT HOUSE AT 712 DESOBRY STREET BURNED
 BJ5010'DOWNED.  IT HAS BEEN REBUILT TO A DIFFERENT PLAN.  DELETE 13 FT. SW
 BJ5010'OF THE SW CORNER OF THE HOUSE AT 712 DESOBRY STREET, 1 FT. SE OF
 BJ5010'THE FRONT PORCH OF THE SAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5008 ***********************************************************************
 BJ5008  DESIGNATION -  PLAQUEMINE MUNICIPAL TANK
 BJ5008  PID         -  BJ5008
 BJ5008  STATE/COUNTY-  LA/IBERVILLE
 BJ5008  USGS QUAD   -  PLAQUEMINE (1992)
 BJ5008
 BJ5008                         *CURRENT SURVEY CONTROL
 BJ5008  ___________________________________________________________________
 BJ5008* NAD 83(1992)-  30 17 07.91464(N)    091 14 16.10909(W)     ADJUSTED  
 BJ5008* NAVD 88     -                                                        
 BJ5008  ___________________________________________________________________
 BJ5008  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ5008  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ5008
 BJ5008  HORZ ORDER  -  THIRD
 BJ5008
 BJ5008.The horizontal coordinates were established by classical geodetic methods
 BJ5008.and adjusted by the National Geodetic Survey in January 1993..
 BJ5008
 BJ5008
 BJ5008.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5008
 BJ5008.The geoid height was determined by GEOID03.
 BJ5008
 BJ5008;                    North         East     Units Scale Factor Converg.
 BJ5008;SPC LA S     -   197,920.613 1,009,189.806   MT  0.99993804   +0 02 51.9
 BJ5008;SPC LA S     -   649,344.54  3,310,983.56   sFT  0.99993804   +0 02 51.9
 BJ5008;UTM  15      - 3,351,739.939   669,483.902   MT  0.99995438   +0 53 20.0
 BJ5008
 BJ5008                          SUPERSEDED SURVEY CONTROL
 BJ5008
 BJ5008  NAD 83(1986)-  30 17 07.93305(N)    091 14 16.10748(W) AD(       ) 4
 BJ5008  NAD 27      -  30 17 07.23302(N)    091 14 15.72161(W) AD(       ) 3
 BJ5008
 BJ5008.Superseded values are not recommended for survey control.
 BJ5008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5008.See file dsdata.txt to determine how the superseded data were derived.
 BJ5008
 BJ5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6948451740(NAD 83)
 BJ5008_MARKER: 53 = ELEVATED TANK
 BJ5008
 BJ5008  HISTORY     - Date     Condition        Report By
 BJ5008  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5008  HISTORY     - 1947     GOOD             CGS
 BJ5008  HISTORY     - 1955     GOOD             CGS
 BJ5008
 BJ5008                          STATION DESCRIPTION
 BJ5008
 BJ5008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5008'THE STATION IS THE TALL SILVER MUNICIPAL TANK IN THE TOWN OF
 BJ5008'PLAQUEMINE IN THE SE DISTRICT, SEC. 14, T 9 S, R 12 E, ABOUT
 BJ5008'190 FEET W OF CALAIS STREET, ABOUT 140 FEET S OF THE CENTER LINE
 BJ5008'OF MARIAM STREET, ABOUT 100 FEET NW OF THE NW CORNER OF FIRE
 BJ5008'STATION NO. 2, AND ABOUT 80 FEET N OF THE FILTER BEDS.  THE
 BJ5008'TANK, ERECTED IN 1925, HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET
 BJ5008'HIGH.  THE OVAL SECTION EXTENDS DOWNWARDS ABOUT 15 FEET.  THE
 BJ5008'VERTICAL SECTION IS ABOUT 30 FEET HIGH WITH A CATWALK AND RAIL
 BJ5008'AROUND ITS BASE AND A LIGHT ON THE WATER GAUGE.  THE FLAT
 BJ5008'CONICAL ROOF HAS A BALL AND LIGHT AT ITS APEX.  THE TOTAL HEIGHT
 BJ5008'IS ABOUT 150 FEET.
 BJ5008
 BJ5008                          STATION RECOVERY (1947)
 BJ5008
 BJ5008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ5008'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 BJ5008
 BJ5008                          STATION RECOVERY (1955)
 BJ5008
 BJ5008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5008'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 BJ5008'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5007 ***********************************************************************
 BJ5007  DESIGNATION -  PLAQUEMINE RED BALL CO TANK
 BJ5007  PID         -  BJ5007
 BJ5007  STATE/COUNTY-  LA/IBERVILLE
 BJ5007  USGS QUAD   -  PLAQUEMINE (1992)
 BJ5007
 BJ5007                         *CURRENT SURVEY CONTROL
 BJ5007  ___________________________________________________________________
 BJ5007* NAD 83(1992)-  30 17 37.38843(N)    091 14 23.98090(W)     ADJUSTED  
 BJ5007* NAVD 88     -                                                        
 BJ5007  ___________________________________________________________________
 BJ5007  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ5007  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5007
 BJ5007  HORZ ORDER  -  THIRD
 BJ5007
 BJ5007.The horizontal coordinates were established by classical geodetic methods
 BJ5007.and adjusted by the National Geodetic Survey in January 1993..
 BJ5007
 BJ5007
 BJ5007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5007
 BJ5007.The geoid height was determined by GEOID03.
 BJ5007
 BJ5007;                    North         East     Units Scale Factor Converg.
 BJ5007;SPC LA S     -   198,827.990 1,008,978.708   MT  0.99993876   +0 02 48.0
 BJ5007;SPC LA S     -   652,321.50  3,310,290.98   sFT  0.99993876   +0 02 48.0
 BJ5007;UTM  15      - 3,352,644.134   669,259.501   MT  0.99995345   +0 53 16.9
 BJ5007
 BJ5007                          SUPERSEDED SURVEY CONTROL
 BJ5007
 BJ5007  NAD 83(1986)-  30 17 37.40687(N)    091 14 23.97927(W) AD(       ) 4
 BJ5007  NAD 27      -  30 17 36.70946(N)    091 14 23.59173(W) AD(       ) 3
 BJ5007
 BJ5007.Superseded values are not recommended for survey control.
 BJ5007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5007.See file dsdata.txt to determine how the superseded data were derived.
 BJ5007
 BJ5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6926052644(NAD 83)
 BJ5007_MARKER: 53 = ELEVATED TANK
 BJ5007
 BJ5007  HISTORY     - Date     Condition        Report By
 BJ5007  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ5007  HISTORY     - 1935     GOOD             CGS
 BJ5007  HISTORY     - 1947     GOOD             CGS
 BJ5007  HISTORY     - 1955     GOOD             CGS
 BJ5007
 BJ5007                          STATION DESCRIPTION
 BJ5007
 BJ5007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5007'STATION WAS RECOVERED AND IS IN GOOD CONDITION.  A DETAILED
 BJ5007'DESCRIPTION IS AS FOLLOWS--
 BJ5007'
 BJ5007'THE STATION IS THE TANK OF THE CONSOLIDATED COMPANIES, INC.,
 BJ5007'OF PLAQUEMINE, LOUISIANA, ORIGINALLY DESCRIBED AS THE RED BALL
 BJ5007'COMPANY.  IT IS LOCATED IN THE N PART OF THE TOWN, ABOUT 0.2
 BJ5007'MILE W OF STATE HIGHWAY 168, ABOUT 60 FEET W OF THE MAIN
 BJ5007'WAREHOUSE BUILDING, AND ABOUT 125-FEET N OF THE N EDGE OF BAYOU
 BJ5007'PLAQUEMINE, IN SEC. 12, T 9 S, R 12 E.  THE TANK WAS ERECTED IN
 BJ5007'1921 AND IS QUITE PROMINENT.
 BJ5007'
 BJ5007'THE TANK HAS FOUR SILVER TRUSSWORK LEGS ABOUT 90 FEET HIGH.
 BJ5007'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 12 FEET.  THE VERTICAL
 BJ5007'SECTION IS ABOUT 30 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 BJ5007'ITS BASE, AND A LARGE RED BALL PAINTED ON THE N AND S SIDES
 BJ5007'WITH THE WORDS RED BALL PAINTED IN WHITE SCRIPT LETTERS.
 BJ5007'THE FLAT CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL
 BJ5007'HEIGHT IS ABOUT 130-FEET.
 BJ5007
 BJ5007                          STATION RECOVERY (1947)
 BJ5007
 BJ5007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ5007'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 BJ5007
 BJ5007                          STATION RECOVERY (1955)
 BJ5007
 BJ5007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5007'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 BJ5007'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5012 ***********************************************************************
 BJ5012  DESIGNATION -  PLAQUEMINE ST JOHN CATH CH TWR
 BJ5012  PID         -  BJ5012
 BJ5012  STATE/COUNTY-  LA/IBERVILLE
 BJ5012  USGS QUAD   -  PLAQUEMINE (1992)
 BJ5012
 BJ5012                         *CURRENT SURVEY CONTROL
 BJ5012  ___________________________________________________________________
 BJ5012* NAD 83(1992)-  30 17 28.47611(N)    091 14 04.16530(W)     ADJUSTED  
 BJ5012* NAVD 88     -                                                        
 BJ5012  ___________________________________________________________________
 BJ5012  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ5012  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5012
 BJ5012  HORZ ORDER  -  THIRD
 BJ5012
 BJ5012.The horizontal coordinates were established by classical geodetic methods
 BJ5012.and adjusted by the National Geodetic Survey in January 1993..
 BJ5012
 BJ5012
 BJ5012.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5012
 BJ5012.The geoid height was determined by GEOID03.
 BJ5012
 BJ5012;                    North         East     Units Scale Factor Converg.
 BJ5012;SPC LA S     -   198,554.008 1,009,508.434   MT  0.99993854   +0 02 57.9
 BJ5012;SPC LA S     -   651,422.61  3,312,028.92   sFT  0.99993854   +0 02 57.9
 BJ5012;UTM  15      - 3,352,377.955   669,793.202   MT  0.99995568   +0 53 26.6
 BJ5012
 BJ5012                          SUPERSEDED SURVEY CONTROL
 BJ5012
 BJ5012  NAD 83(1986)-  30 17 28.49421(N)    091 14 04.16366(W) AD(       ) 4
 BJ5012  NAD 27      -  30 17 27.79451(N)    091 14 03.77621(W) AD(       ) 3
 BJ5012
 BJ5012.Superseded values are not recommended for survey control.
 BJ5012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5012.See file dsdata.txt to determine how the superseded data were derived.
 BJ5012
 BJ5012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6979352378(NAD 83)
 BJ5012_MARKER: 55 = TOWER
 BJ5012
 BJ5012  HISTORY     - Date     Condition        Report By
 BJ5012  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5012  HISTORY     - 1947     GOOD             CGS
 BJ5012  HISTORY     - 1955     GOOD             CGS
 BJ5012
 BJ5012                          STATION DESCRIPTION
 BJ5012
 BJ5012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5012'THE STATION IS THE TOWER ON THE E SIDE OF THE ST. JOHN THE
 BJ5012'EVANGELIST CATHOLIC CHURCH IN THE EASTERN PART OF THE TOWN OF
 BJ5012'PLAQUEMINE, IN THE SOUTHEASTERN DISTRICT, SEC. 14, T 9 S, R 12 E,
 BJ5012'ABOUT 165 FEET S OF THE CENTER LINE OF MAIN STREET, AND ABOUT
 BJ5012'120 FEET W OF THE CENTER LINE OF CHURCH STREET.  THE CHURCH
 BJ5012'WAS ERECTED IN 1926.  THE TOWER IS A SQUARE GREY BRICK STRUCTURE
 BJ5012'BUILT IN THREE SECTIONS.  THE BOTTOM SECTION IS ABOUT 60 FEET
 BJ5012'HIGH WITH A BLACK CLOCK DIAL ON EACH SIDE NEAR THE TOP AND A
 BJ5012'LEDGE AROUND THE TOP.  THE SECOND SECTION IS THE BELFRY WHICH
 BJ5012'IS ABOUT 15 FEET HIGH WITH THREE ARCHED PILLARED OPENINGS ON
 BJ5012'EACH SIDE AND A NARROW LEDGE AROUND THE TOP.  THE TOP SECTION
 BJ5012'IS ABOUT 15 FEET HIGH WITH THREE ARCHED PILLARD OPENINGS
 BJ5012'ON EACH SIDE.  THE ROOF IS OF FLAT GREY TILE WITH A SLIM
 BJ5012'6-FOOT CROSS ON IT.  THE TOTAL HEIGHT IS ABOUT 100 FEET.
 BJ5012
 BJ5012                          STATION RECOVERY (1947)
 BJ5012
 BJ5012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ5012'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 BJ5012
 BJ5012                          STATION RECOVERY (1955)
 BJ5012
 BJ5012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5012'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 BJ5012'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3042 ***********************************************************************
 AU3042  DESIGNATION -  PLATFORM
 AU3042  PID         -  AU3042
 AU3042  STATE/COUNTY-  LA/TERREBONNE
 AU3042  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3042
 AU3042                         *CURRENT SURVEY CONTROL
 AU3042  ___________________________________________________________________
 AU3042* NAD 83(1992)-  29 09 53.47817(N)    090 33 21.51522(W)     ADJUSTED  
 AU3042* NAVD 88     -                                                        
 AU3042  **This station is located in a subsidence area (see below).
 AU3042  ___________________________________________________________________
 AU3042  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AU3042  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AU3042
 AU3042  HORZ ORDER  -  THIRD
 AU3042
 AU3042.The horizontal coordinates were established by classical geodetic methods
 AU3042.and adjusted by the National Geodetic Survey in January 1993..
 AU3042
 AU3042 ** The orthometric height has not been validated since last determined
 AU3042 ** by differential leveling and should not be used for control purposes.
 AU3042 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3042 ** area with valid NAVD 88 orthometric heights.
 AU3042 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3042 ** epoch indicated which incorporates improved geoid heights for the
 AU3042 ** Southern Louisiana Subsidence area.
 AU3042 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3042
 AU3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3042
 AU3042.The geoid height was determined by GEOID03.
 AU3042
 AU3042;                    North         East     Units Scale Factor Converg.
 AU3042;SPC LA S     -    73,954.529 1,075,626.099   MT  1.00003135   +0 23 19.3
 AU3042;SPC LA S     -   242,632.48  3,528,949.96   sFT  1.00003135   +0 23 19.3
 AU3042;UTM  15      - 3,228,721.983   737,707.153   MT  1.00029731   +1 11 29.7
 AU3042
 AU3042                          SUPERSEDED SURVEY CONTROL
 AU3042
 AU3042  NAD 83(1986)-  29 09 53.49691(N)    090 33 21.52619(W) AD(       ) 4
 AU3042  NAD 27      -  29 09 52.66700(N)    090 33 21.20300(W) AD(       ) 3
 AU3042
 AU3042.Superseded values are not recommended for survey control.
 AU3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3042.See file dsdata.txt to determine how the superseded data were derived.
 AU3042
 AU3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3770728722(NAD 83)
 AU3042
 AU3042  HISTORY     - Date     Condition        Report By
 AU3042  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU3042
 AU3042                          STATION DESCRIPTION
 AU3042
 AU3042'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3042'STATION IS LOCATED AT TERREBONNE BAY APPROXIMATELY 4.5 MILES
 AU3042'NW OF TERREBONNE ISLAND.
 AU3042'
 AU3042'THE PROTECTIVE STRUCTURE AROUND AN ABANDONED OIL WELL,
 AU3042'APPROXIMATELY 15 FEET ABOVE THE WATER.  CENTER OF THE PLATFORM
 AU3042'WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2655 ***********************************************************************
 BK2655  DESIGNATION -  PLATT
 BK2655  PID         -  BK2655
 BK2655  STATE/COUNTY-  LA/EVANGELINE
 BK2655  USGS QUAD   -  CHATAIGNIER (1983)
 BK2655
 BK2655                         *CURRENT SURVEY CONTROL
 BK2655  ___________________________________________________________________
 BK2655* NAD 83(1992)-  30 32 48.61702(N)    092 20 23.13952(W)     ADJUSTED  
 BK2655* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 BK2655  ___________________________________________________________________
 BK2655  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2655  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2655
 BK2655  HORZ ORDER  -  SECOND
 BK2655
 BK2655.The horizontal coordinates were established by classical geodetic methods
 BK2655.and adjusted by the National Geodetic Survey in January 1993..
 BK2655
 BK2655.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2655
 BK2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2655
 BK2655.The geoid height was determined by GEOID03.
 BK2655
 BK2655;                    North         East     Units Scale Factor Converg.
 BK2655;SPC LA S     -   227,307.757   903,434.392   MT  0.99997100   -0 30 11.6
 BK2655;SPC LA S     -   745,758.87  2,964,017.67   sFT  0.99997100   -0 30 11.6
 BK2655;UTM  15      - 3,379,567.416   563,327.190   MT  0.99964947   +0 20 08.1
 BK2655
 BK2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2655!SPC LA S     -   1.00000148  x   0.99997100  =   0.99997248
 BK2655!UTM  15      -   1.00000148  x   0.99964947  =   0.99965095
 BK2655
 BK2655:                Primary Azimuth Mark                     Grid Az
 BK2655:SPC LA S     -  PLATT AZ MK 2                            011 28 57.9
 BK2655:UTM  15      -  PLATT AZ MK 2                            010 38 38.2
 BK2655
 BK2655|---------------------------------------------------------------------|
 BK2655| PID    Reference Object                     Distance      Geod. Az  |
 BK2655|                                                           dddmmss.s |
 BK2655| CW2228 PLATT AZ MK 2                                      0105846.3 |
 BK2655| BK2654 PLATT LDH 1969 RM 1                  14.804 METERS 10403     |
 BK2655| CW2229 PLATT RM 2                           15.145 METERS 21558     |
 BK2655| CW2227 PLATT AZ MK                                        2634115.7 |
 BK2655|---------------------------------------------------------------------|
 BK2655
 BK2655                          SUPERSEDED SURVEY CONTROL
 BK2655
 BK2655  NAD 83(1986)-  30 32 48.63703(N)    092 20 23.13376(W) AD(       ) 2
 BK2655  NAD 27      -  30 32 47.92165(N)    092 20 22.67010(W) AD(       ) 2
 BK2655  NGVD 29 (07/19/86)   17.9    (m)           59.     (f) VERT ANG       
 BK2655
 BK2655.Superseded values are not recommended for survey control.
 BK2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2655.See file dsdata.txt to determine how the superseded data were derived.
 BK2655
 BK2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6332779567(NAD 83)
 BK2655_MARKER: DD = SURVEY DISK
 BK2655_SETTING: 0 = UNSPECIFIED SETTING
 BK2655
 BK2655  HISTORY     - Date     Condition        Report By
 BK2655  HISTORY     - 1969     MONUMENTED       LADH
 BK2655
 BK2655                          STATION DESCRIPTION
 BK2655
 BK2655'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK2655'THE STATION IS LOCATED 5.00 MILES NORTHEAST OF EUNICE ON STATE
 BK2655'HIGHWAY 29 AND 2.00 MILES SOUTH OF JUNCTION OF STATE HIGHWAY 758 AND
 BK2655'STATE HIGHWAY 29, IN THE SOUTHWEST 1/4 OF SECTION 11, T5S, R1E, AND
 BK2655'ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.  IT IS
 BK2655'1.80 FEET NORTHWEST OF A FENCE, 22.0 FEET SOUTHWEST OF A METAL
 BK2655'WITNESS POST AND SIGN, 67.30 FEET SOUTH-SOUTHWEST OF THE
 BK2655'CENTERLINE OF STATE HIGHWAY 758, 111.50 FEET SOUTHEAST OF THE
 BK2655'CENTERLINE OF STATE HIGHWAY 29, 27.0 FEET NORTHEAST OF AN 8
 BK2655'INCH PINE TREE, 21.30 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, AND
 BK2655'38.60 FEET NORTH-NORTHEAST OF THE CENTER OF A GATE.
 BK2655'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BK2655'SURVEY DISK, STAMPED PLATT 1969, PROJECTING 1 INCH.
 BK2655'
 BK2655'REFERENCE MARK NO. 1 IS 48.57 FEET NORTHEAST OF THE STATION.  IT IS
 BK2655'43.50 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK
 BK2655'FENCE, 2.00 FEET NORTHEAST OF A CHAIN LINK FENCE, 39.0 FEET
 BK2655'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 758, 80.0 FEET EAST OF
 BK2655'THE CENTERLINE OF STATE HIGHWAY 29.  IT IS A LOUISIANA
 BK2655'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK
 BK2655'STAMPED R. M. NO. 1 PLATT 1969, AND IS FLUSH WITH THE GROUND.
 BK2655'
 BK2655'REFERENCE MARK NO. 2 IS 49.67 FEET SOUTH OF THE STATION.  IT IS
 BK2655'1.70 FEET WEST-NORTHWEST OF A CHAIN LINK FENCE, 71.10 FEET SOUTHWEST
 BK2655'OF THE NORTHWEST CORNER OF THE CHAIN LINK FENCE, 71.75 FEET
 BK2655'SOUTHWEST OF A METAL WITNESS POST AND SIGN, 45.0 FEET
 BK2655'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 758, 112.0
 BK2655'FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 2., 23.30
 BK2655'FEET SOUTH-SOUTHWEST OF AN 8 INCH PINE TREE, AND 11.30 FEET
 BK2655'SOUTHWEST OF THE CENTER OF A GATE IN THE FENCE.  IT IS A LOUISIANA
 BK2655'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED
 BK2655'R. M. 2 PLATT 1969, AND IS FLUSH WITH THE GROUND.
 BK2655'
 BK2655'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION.  IT IS 1.50 FEET
 BK2655'SOUTH OF A METAL WITNESS POST AND SIGN, 2.30 FEET SOUTH OF A FENCE,
 BK2655'39.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 29, 38.40 FEET
 BK2655'EAST OF A CONCRETE STATE HIGHWAY RIGHT OF WAY MARKER, AND 68.0
 BK2655'FEET EAST OF POWER POLE NO. 535.  IT IS A LOUISIANA DEPARTMENT OF
 BK2655'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED AZ. MK. PLATT
 BK2655'1969, PROJECTING 3 INCHES.
 BK2655'
 BK2655'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 BK2655'HIGHWAY 29 FOR 0.25 MILE TO A MARK SET NORTH OF THE HIGHWAY NEAR A
 BK2655'FENCE.
 BK2655'
 BK2655'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE NORTH ALONG STATE
 BK2655'HIGHWAY 29 FOR 0.37 MILE TO A MARK SET ON THE WEST SIDE OF THE
 BK2655'HIGHWAY NEAR A SMALL STORE.  IT IS A LOUISIANA DEPARTMENT OF
 BK2655'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED AZ. MK. NO. 2
 BK2655'PLATT 1969, PROJECTING 3 INCHES.
 BK2655'
 BK2655'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 190 AND
 BK2655'STATE HIGHWAY 13 IN EUNICE, DRIVE NORTH ON STATE HIGHWAY 13 FOR
 BK2655'0.8 MILE TO THE INTERSECTION WITH STATE HIGHWAY 29, DRIVE NORTHEAST
 BK2655'ALONG STATE HIGHWAY 29 FOR 5.50 MILES TO THE STATION SET IN THE
 BK2655'SOUTHEAST QUADRANT OF THE INTERSECTION WITH STATE HIGHWAY 758
 BK2655'NEAR A CHAIN LINK FENCE.
 BK2655'
 BK2655'AZIMUTH MARK 2 IS 0.37 MILE NORTH OF THE STATION.  IT IS 28.30 FEET
 BK2655'EAST OF A POWER POLE, 14.0 FEET EAST OF THE CENTERLINE OF A PARISH
 BK2655'ROAD, 57.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN
 BK2655'LINK FENCE, 43.0 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 BK2655'29, 30.45 FEET EAST OF A FENCE, 32.40 FEET EAST OF A 14 INCH PINE
 BK2655'TREE, 210.0 FEET NORTH OF NORTHEAST CORNER OF A SMALL STORE, AND
 BK2655'2.00 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3175 ***********************************************************************
 CQ3175  DESIGNATION -  PLATT
 CQ3175  PID         -  CQ3175
 CQ3175  STATE/COUNTY-  LA/DE SOTO
 CQ3175  USGS QUAD   -  GRAND CANE (1994)
 CQ3175
 CQ3175                         *CURRENT SURVEY CONTROL
 CQ3175  ___________________________________________________________________
 CQ3175* NAD 83(1992)-  32 03 40.15260(N)    093 46 50.15652(W)     ADJUSTED  
 CQ3175* NAVD 88     -       109.0    (meters)     358.     (feet)  VERTCON   
 CQ3175  ___________________________________________________________________
 CQ3175  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CQ3175  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3175
 CQ3175  HORZ ORDER  -  SECOND
 CQ3175
 CQ3175.The horizontal coordinates were established by classical geodetic methods
 CQ3175.and adjusted by the National Geodetic Survey in February 1996..
 CQ3175
 CQ3175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3175
 CQ3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3175
 CQ3175.The geoid height was determined by GEOID03.
 CQ3175
 CQ3175;                    North         East     Units Scale Factor Converg.
 CQ3175;SPC LA N     -   173,807.431   879,085.306   MT  0.99991786   -0 40 37.4
 CQ3175;SPC LA N     -   570,233.21  2,884,132.37   sFT  0.99991786   -0 40 37.4
 CQ3175;UTM  15      - 3,547,480.579   426,316.226   MT  0.99966695   -0 24 51.8
 CQ3175
 CQ3175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3175!SPC LA N     -   0.99998692  x   0.99991786  =   0.99990478
 CQ3175!UTM  15      -   0.99998692  x   0.99966695  =   0.99965388
 CQ3175
 CQ3175:                Primary Azimuth Mark                     Grid Az
 CQ3175:SPC LA N     -  PLATT AZ MK                              012 10 10.9
 CQ3175:UTM  15      -  PLATT AZ MK                              011 54 25.3
 CQ3175
 CQ3175|---------------------------------------------------------------------|
 CQ3175| PID    Reference Object                     Distance      Geod. Az  |
 CQ3175|                                                           dddmmss.s |
 CQ3175| CQ3488 PLATT AZ MK                                        0112933.5 |
 CQ3175| CX6072 PLATT RM 2                           10.485 METERS 07736     |
 CQ3175| CQ3179 FORD 2                              APPROX. 5.7 KM 2923851.8 |
 CQ3175| CQ3176 PLATT RM 1                           26.087 METERS 33403     |
 CQ3175|---------------------------------------------------------------------|
 CQ3175
 CQ3175                          SUPERSEDED SURVEY CONTROL
 CQ3175
 CQ3175  NAD 83(1992)-  32 03 40.15253(N)    093 46 50.15594(W) AD(       ) 2
 CQ3175  NAD 83(1986)-  32 03 40.16113(N)    093 46 50.15256(W) AD(       ) 2
 CQ3175  NAD 27      -  32 03 39.57414(N)    093 46 49.49007(W) AD(       ) 2
 CQ3175  NGVD 29 (07/19/86)  109.1    (m)          358.     (f) VERT ANG       
 CQ3175
 CQ3175.Superseded values are not recommended for survey control.
 CQ3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3175.See file dsdata.txt to determine how the superseded data were derived.
 CQ3175
 CQ3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2631647481(NAD 83)
 CQ3175_MARKER: DS = TRIANGULATION STATION DISK
 CQ3175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3175
 CQ3175  HISTORY     - Date     Condition        Report By
 CQ3175  HISTORY     - 1969     MONUMENTED       CGS
 CQ3175  HISTORY     - 19961212 MARK NOT FOUND   USPSQD
 CQ3175
 CQ3175                          STATION DESCRIPTION
 CQ3175
 CQ3175'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3175'THE STATION IS ABOUT 10 MILES NORTHEAST OF STANLEY, 5 MILES
 CQ3175'NORTHWEST OF MANSFIELD AND 2-1/2 MILES SOUTHEAST OF GRAND
 CQ3175'CANE, ON PASTURE LAND OWNED BY DR. WALTER C. PLATT.
 CQ3175'
 CQ3175'TO REACH THE STATION FROM THE POST OFFICE IN GRAND CANE,
 CQ3175'GO SOUTHEAST ON U.S. HIGHWAY 171 FOR 2.25 MILES TO A SIDE
 CQ3175'ROAD ON THE RIGHT, THE AZIMUTH MARK ON THE RIGHT IN THE
 CQ3175'SOUTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO
 CQ3175'SOUTH ON DIRT ROAD FOR 0.05 MILE TO A GATE.  PASS THROUGH THE
 CQ3175'GATE AND CONTINUE SOUTH, PASS TO THE WEST OF A HOUSE, FOR
 CQ3175'0.1 MILE TO THE STATION ON THE TOP OF A CONTOUR RIDGE.
 CQ3175'
 CQ3175'THE STATION MARK IS A STANDARD DISK STAMPED PLATT 1969,
 CQ3175'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3175'THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS
 CQ3175'4.8 FEET NORTHWEST OF A POWER POLE AND 2.6 FEET NORTH-NORTHEAST
 CQ3175'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 CQ3175'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 CQ3175'OF THE GROUND.
 CQ3175'
 CQ3175'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PLATT NO
 CQ3175'1 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ3175'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CQ3175'GROUND.  IT IS 93.4 FEET NORTHWEST OF THE POWER POLE AND 1
 CQ3175'FOOT LOWER IN ELEVATION THAN THE STATION.
 CQ3175'
 CQ3175'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PLATT NO 2
 CQ3175'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3175'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 CQ3175'IS 33.5 FEET NORTHEAST OF THE POWER POLE AND ABOUT 1 FOOT
 CQ3175'LOWER IN ELEVATION THAT THE STATION.
 CQ3175'
 CQ3175'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PLATT 1969,
 CQ3175'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3175'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 66.5
 CQ3175'FEET SOUTH OF THE CENTER OF HIGHWAY 171, 36 FEET EAST OF THE
 CQ3175'CENTER OF THE DIRT ROAD, 28 FEET SOUTHEAST OF A CORNER FENCE
 CQ3175'POST AND 19 FEET SOUTH OF A METAL WITNESS POST IN FENCE LINE.
 CQ3175'
 CQ3175'NOTE--REFERENCE MARK NO. 1 WAS USED AS THE A POINT FOR A
 CQ3175'SHORT BASE GEODIMETER TRAVERSE.
 CQ3175
 CQ3175                          STATION RECOVERY (1996)
 CQ3175
 CQ3175'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3488 ***********************************************************************
 CQ3488  DESIGNATION -  PLATT AZ MK
 CQ3488  PID         -  CQ3488
 CQ3488  STATE/COUNTY-  LA/DE SOTO
 CQ3488  USGS QUAD   -  GRAND CANE (1994)
 CQ3488
 CQ3488                         *CURRENT SURVEY CONTROL
 CQ3488  ___________________________________________________________________
 CQ3488* NAD 83(1986)-  32 03 49.     (N)    093 46 45.     (W)     SCALED    
 CQ3488* NAVD 88     -       107.027  (meters)     351.14   (feet)  ADJUSTED  
 CQ3488  ___________________________________________________________________
 CQ3488  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3488  DYNAMIC HT  -         106.903 (meters)     350.73  (feet)  COMP
 CQ3488  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 CQ3488
 CQ3488  VERT ORDER  -  SECOND    CLASS I
 CQ3488
 CQ3488.The horizontal coordinates were scaled from a topographic map and have
 CQ3488.an estimated accuracy of +/- 6 seconds.
 CQ3488
 CQ3488.The orthometric height was determined by differential leveling
 CQ3488.and adjusted by the National Geodetic Survey in February 1994..
 CQ3488
 CQ3488.The geoid height was determined by GEOID03.
 CQ3488
 CQ3488.The dynamic height is computed by dividing the NAVD 88
 CQ3488.geopotential number by the normal gravity value computed on the
 CQ3488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3488.degrees latitude (g = 980.6199 gals.).
 CQ3488
 CQ3488.The modeled gravity was interpolated from observed gravity values.
 CQ3488
 CQ3488;                    North         East    Units  Estimated Accuracy
 CQ3488;SPC LA N     -   174,080.      879,220.      MT  (+/- 180 meters Scaled)
 CQ3488
 CQ3488                          SUPERSEDED SURVEY CONTROL
 CQ3488
 CQ3488.No superseded survey control is available for this station.
 CQ3488
 CQ3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR264477(NAD 83)
 CQ3488_MARKER: DZ = AZIMUTH MARK DISK
 CQ3488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3488_SP_SET: CONCRETE POST
 CQ3488_STAMPING: PLATT 1969
 CQ3488_MARK LOGO: CGS   
 CQ3488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3488+STABILITY: SURFACE MOTION
 CQ3488
 CQ3488  HISTORY     - Date     Condition        Report By
 CQ3488  HISTORY     - 1969     MONUMENTED       CGS
 CQ3488  HISTORY     - 19880420 GOOD             LADTD
 CQ3488  HISTORY     - 19961212 GOOD             USPSQD
 CQ3488
 CQ3488                          STATION DESCRIPTION
 CQ3488
 CQ3488'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3488'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3488'TO REACH THE MARK FROM THE COURTHOUSE IN MANSFIELD GO NORTH FOR 7.7 KM
 CQ3488'(4.8 MI) ON U S HIGHWAY 171 TO THE MARK ON THE LEFT.
 CQ3488'THE MARK IS 21.3 M (69.9 FT) NORTHEAST FROM THE CENTER OF A DOUBLE
 CQ3488'PIPE GATE, 20.3 M (66.6 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 CQ3488'11.3 M (37.1 FT) SOUTHEAST FROM A TELEPHONE JUNCTION BOX, 5.8 M
 CQ3488'(19.0 FT) SOUTH FROM A WITNESS POST AND 0.6 M (2.0 FT) EAST FROM AN
 CQ3488'IRON FENCE.  THE MARK IS FLUSH WITH THE GROUND AND 0.6 M (2.0 FT)
 CQ3488'ABOVE THE LEVEL OF THE HIGHWAY.
 CQ3488
 CQ3488                          STATION RECOVERY (1996)
 CQ3488
 CQ3488'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3176 ***********************************************************************
 CQ3176  DESIGNATION -  PLATT RM 1
 CQ3176  PID         -  CQ3176
 CQ3176  STATE/COUNTY-  LA/DE SOTO
 CQ3176  USGS QUAD   -  GRAND CANE (1994)
 CQ3176
 CQ3176                         *CURRENT SURVEY CONTROL
 CQ3176  ___________________________________________________________________
 CQ3176* NAD 83(1992)-  32 03 40.91409(N)    093 46 50.59184(W)     ADJUSTED  
 CQ3176* NAVD 88     -       108.7    (meters)     357.     (feet)  VERTCON   
 CQ3176  ___________________________________________________________________
 CQ3176  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CQ3176  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ3176
 CQ3176  HORZ ORDER  -  SECOND
 CQ3176
 CQ3176.The horizontal coordinates were established by classical geodetic methods
 CQ3176.and adjusted by the National Geodetic Survey in February 1996..
 CQ3176
 CQ3176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3176
 CQ3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3176
 CQ3176.The geoid height was determined by GEOID03.
 CQ3176
 CQ3176;                    North         East     Units Scale Factor Converg.
 CQ3176;SPC LA N     -   173,831.018   879,074.166   MT  0.99991787   -0 40 37.6
 CQ3176;SPC LA N     -   570,310.60  2,884,095.83   sFT  0.99991787   -0 40 37.6
 CQ3176;UTM  15      - 3,547,504.109   426,304.981   MT  0.99966698   -0 24 52.0
 CQ3176
 CQ3176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3176!SPC LA N     -   0.99998697  x   0.99991787  =   0.99990484
 CQ3176!UTM  15      -   0.99998697  x   0.99966698  =   0.99965395
 CQ3176
 CQ3176|---------------------------------------------------------------------|
 CQ3176| PID    Reference Object                     Distance      Geod. Az  |
 CQ3176|                                                           dddmmss.s |
 CQ3176| CQ3175 PLATT                                26.087 METERS 15403     |
 CQ3176| CQ3179 FORD 2                              APPROX. 5.7 KM 2922822.7 |
 CQ3176|---------------------------------------------------------------------|
 CQ3176
 CQ3176                          SUPERSEDED SURVEY CONTROL
 CQ3176
 CQ3176  NAD 83(1992)-  32 03 40.91401(N)    093 46 50.59126(W) AD(       ) 2
 CQ3176  NAD 83(1986)-  32 03 40.92262(N)    093 46 50.58788(W) AD(       ) 2
 CQ3176  NAD 27      -  32 03 40.33564(N)    093 46 49.92539(W) AD(       ) 2
 CQ3176  NGVD 29 (07/19/86)  108.8    (m)          357.     (f) VERT ANG       
 CQ3176
 CQ3176.Superseded values are not recommended for survey control.
 CQ3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3176.See file dsdata.txt to determine how the superseded data were derived.
 CQ3176
 CQ3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2630547504(NAD 83)
 CQ3176_MARKER: DS = TRIANGULATION STATION DISK
 CQ3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3176+STABILITY: SURFACE MOTION
 CQ3176
 CQ3176  HISTORY     - Date     Condition        Report By
 CQ3176  HISTORY     - 1969     MONUMENTED       CGS
 CQ3176  HISTORY     - 19961212 GOOD             USPSQD
 CQ3176
 CQ3176                          STATION DESCRIPTION
 CQ3176
 CQ3176'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3176'THE STATION IS ABOUT 10 MILES NORTHEAST OF STANLEY, 5 MILES
 CQ3176'NORTHWEST OF MANSFIELD AND 2-1/2 MILES SOUTHEAST OF GRAND
 CQ3176'CANE, ON PASTURE LAND OWNED BY DR. WALTER C. PLATT.
 CQ3176'
 CQ3176'TO REACH THE STATION FROM THE POST OFFICE IN GRAND CANE, GO
 CQ3176'SOUTHEAST ON U.S. HIGHWAY 171 FOR 2.25 MILES TO A SIDE ROAD ON
 CQ3176'THE RIGHT, THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST
 CQ3176'ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON DIRT
 CQ3176'ROAD FOR 0.05 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CQ3176'CONTINUE SOUTH, PASS TO THE WEST OF A HOUSE, FOR 0.1 MILE
 CQ3176'TO THE STATION ON THE TOP OF A CONTOUR RIDGE.
 CQ3176'
 CQ3176'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PLATT NO 1
 CQ3176'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3176'THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 CQ3176'IS 93.4 FEET NORTHWEST OF THE POWER POLE AND 1 FOOT LOWER IN
 CQ3176'ELEVATION THAN STATION PLATT.
 CQ3176
 CQ3176                          STATION RECOVERY (1996)
 CQ3176
 CQ3176'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5280 ***********************************************************************
 BJ5280  DESIGNATION -  PLAUCHE
 BJ5280  PID         -  BJ5280
 BJ5280  STATE/COUNTY-  LA/AVOYELLES
 BJ5280  USGS QUAD   -  PLAUCHEVILLE (1994)
 BJ5280
 BJ5280                         *CURRENT SURVEY CONTROL
 BJ5280  ___________________________________________________________________
 BJ5280* NAD 83(1992)-  30 58 27.11820(N)    091 56 15.33500(W)     ADJUSTED  
 BJ5280* NAVD 88     -        12.8    (meters)      42.     (feet)  VERTCON   
 BJ5280  ___________________________________________________________________
 BJ5280  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BJ5280  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ5280
 BJ5280  HORZ ORDER  -  FIRST
 BJ5280
 BJ5280.The horizontal coordinates were established by classical geodetic methods
 BJ5280.and adjusted by the National Geodetic Survey in January 1993..
 BJ5280
 BJ5280.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5280
 BJ5280.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5280
 BJ5280.The geoid height was determined by GEOID03.
 BJ5280
 BJ5280;                    North         East     Units Scale Factor Converg.
 BJ5280;SPC LA N     -    52,718.252 1,053,729.119   MT  1.00004921   +0 17 50.4
 BJ5280;SPC LA N     -   172,959.80  3,457,109.62   sFT  1.00004921   +0 17 50.4
 BJ5280;SPC LA S     -   274,416.225   942,271.327   MT  1.00006981   -0 18 07.7
 BJ5280;SPC LA S     -   900,313.90  3,091,435.18   sFT  1.00006981   -0 18 07.7
 BJ5280;UTM  15      - 3,427,226.714   601,453.858   MT  0.99972696   +0 32 48.5
 BJ5280
 BJ5280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5280!SPC LA N     -   1.00000225  x   1.00004921  =   1.00005146
 BJ5280!SPC LA S     -   1.00000225  x   1.00006981  =   1.00007206
 BJ5280!UTM  15      -   1.00000225  x   0.99972696  =   0.99972921
 BJ5280
 BJ5280|---------------------------------------------------------------------|
 BJ5280| PID    Reference Object                     Distance      Geod. Az  |
 BJ5280|                                                           dddmmss.s |
 BJ5280| CW2233 PLAUCHE RM 3                         32.397 METERS 03524     |
 BJ5280| BJ5276 SIMMESPORT NEW MUN TANK             APPROX.10.8 KM 0821952.4 |
 BJ5280| CW2234 PLAUCHE RM 4                         34.049 METERS 10712     |
 BJ5280| CW2231 PLAUCHE RM 1                         36.679 METERS 14035     |
 BJ5280| BK2607 COTTONPORT MUNICIPAL TANK           APPROX.10.9 KM 2760528.9 |
 BJ5280| CW2230 PLAUCHE AZ MK                                      3013609.5 |
 BJ5280| BJ5281 PLAUCHE AZ MK 2                     APPROX. 0.5 KM 3235726.6 |
 BJ5280| BJ5282 PLAUCHE AZ MK 2 PTA                 APPROX. 0.6 KM 3235715.9 |
 BJ5280| CW2232 PLAUCHE RM 2                         34.765 METERS 35632     |
 BJ5280|---------------------------------------------------------------------|
 BJ5280
 BJ5280                          SUPERSEDED SURVEY CONTROL
 BJ5280
 BJ5280  NAD 83(1986)-  30 58 27.13741(N)    091 56 15.33037(W) AD(       ) 1
 BJ5280  NAD 27      -  30 58 26.45547(N)    091 56 14.89463(W) AD(       ) 1
 BJ5280  NGVD 29 (07/19/86)   12.8    (m)           42.     (f) VERT ANG       
 BJ5280
 BJ5280.Superseded values are not recommended for survey control.
 BJ5280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5280.See file dsdata.txt to determine how the superseded data were derived.
 BJ5280
 BJ5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0145427227(NAD 83)
 BJ5280_MARKER: DS = TRIANGULATION STATION DISK
 BJ5280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5280
 BJ5280  HISTORY     - Date     Condition        Report By
 BJ5280  HISTORY     - 1941     MONUMENTED       CGS
 BJ5280  HISTORY     - 1957     GOOD             CGS
 BJ5280  HISTORY     - 1959     GOOD             CGS
 BJ5280  HISTORY     - 1977     GOOD             NGS
 BJ5280
 BJ5280                          STATION DESCRIPTION
 BJ5280
 BJ5280'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BJ5280'STATION IS ABOUT 2-3/4 MILES E OF PLAUCHEVILLE, IN THE NW 1/4
 BJ5280'OF SECTION 14, T. 1 S., R. 5 E., ON THE S SIDE OF STATE HIGHWAY
 BJ5280'300, ON LAND OWNED AND OCCUPIED BY ARTHUR TAYLOR.  IT IS
 BJ5280'50 FEET SW OF THE CENTER OF THE HIGHWAY, 27 FEET S OF A
 BJ5280'FENCE, 36 FEET W OF A FENCE, 41 FEET N OF A SMALL LOG BARN
 BJ5280'AND 27 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED
 BJ5280'PLAUCHE 1941 AND IS SET FLUSH WITH THE GROUND.
 BJ5280'
 BJ5280'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BJ5280'DISKS SET IN CONCRETE.
 BJ5280'
 BJ5280'REFERENCE MARK NO. 1 IS 36-1/2 FEET NW OF THE NW CORNER OF A
 BJ5280'HOUSE, 32 FEET SW OF THE CENTER OF THE HIGHWAY, 2 FEET W OF A
 BJ5280'FENCE AND 2 FEET S OF A FENCE.  IT IS STAMPED PLAUCHE NO. 1
 BJ5280'1941 AND IS SET FLUSH WITH THE GROUND.
 BJ5280'
 BJ5280'REFERENCE MARK NO. 2 IS 30 FEET S OF THE CENTER OF THE HIGHWAY
 BJ5280'AND 4 FEET NE OF A FENCE.  IT IS STAMPED PLAUCHE NO. 2 1941
 BJ5280'AND PROJECTS ABOUT 4 INCHES.
 BJ5280'
 BJ5280'THE AZIMUTH MARK IS 22 FEET N OF THE CENTER OF STATE HIGHWAY
 BJ5280'300, 42 FEET W OF A POWER-LINE POLE, 4 FEET W OF A WHITE
 BJ5280'REFERENCE POST AND 1 FOOT S OF A FENCE.  IT IS STAMPED PLAUCHE
 BJ5280'1941 AND PROJECTS ABOUT 6 INCHES.
 BJ5280'
 BJ5280'A 116-FOOT SIGNAL AT NUGENT IS VISIBLE AT 100 FEET.
 BJ5280'
 BJ5280'A 103-FOOT SIGNAL AT GOUDEAU IS VISIBLE AT 50 FEET.
 BJ5280'
 BJ5280'A 116-FOOT SIGNAL AT 4508 IS VISIBLE AT 64 FEET.
 BJ5280'
 BJ5280'A 116-FOOT SIGNAL AT BM VICTOR IS VISIBLE AT 50 FEET.
 BJ5280'
 BJ5280'A 116-FOOT SIGNAL AT CHAUSON IS VISIBLE AT 50 FEET.
 BJ5280'
 BJ5280'A 116-FOOT SIGNAL AT LON IS VISIBLE AT 116 FEET.
 BJ5280'
 BJ5280'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ5280
 BJ5280                          STATION RECOVERY (1957)
 BJ5280
 BJ5280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5280'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 BJ5280'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 BJ5280'MARKS WERE VERIFIED.  THE AZIMUTH MARK WAS NOT RECOVERED.  IT
 BJ5280'IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 BJ5280'
 BJ5280'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 BJ5280'CORRECTIONS--THE SMALL LOG BARN HAS BEEN RAZED.
 BJ5280'
 BJ5280'STATION MARK IS 61 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BJ5280'HIGHWAY.
 BJ5280
 BJ5280                          STATION RECOVERY (1959)
 BJ5280
 BJ5280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BJ5280'THE STATION WAS VISITED 10-22-59 AND ALL MARKS WERE FOUND IN
 BJ5280'GOOD CONDITION.  THE LOG BARN MENTIONED IN THE ORIGINAL
 BJ5280'DESCRIPTION HAS BEEN TORN DOWN AND THE AREA IS NOW A CULTIVATED
 BJ5280'FIELD.
 BJ5280'
 BJ5280'THE STATION IS LOCATED ABOUT 2.75 MILES EAST OF PLOUCHEVILLE
 BJ5280'IN THE NW 1/4 OF SEC. 14, T 1 S., R 5 E., ON PROPERTY OWNED
 BJ5280'BY ARTHUR TAYLOR.  IT IS LOCATED IN THE NORTHEAST CORNER OF
 BJ5280'A CULTIVATED FIELD, 60 FEET WEST-SOUTHWEST OF THE CENTER OF
 BJ5280'STATE HIGHWAY NO. 1181, 12 FEET WEST OF THE PROJECTED PLANE
 BJ5280'OF THE EAST WALL OF THE FIRST HOUSE SOUTH OF THE STATION,
 BJ5280'44 FEET SOUTHWEST OF A FENCE CORNER AND NORTH END OF A GATE,
 BJ5280'26 FEET EAST OF THE PROJECTED CENTERLINE OF THE HIGHWAY
 BJ5280'LEADING NORTH, 28 FEET SOUTH-SOUTHEAST OF A T FENCE CORNER,
 BJ5280'115 FEET WEST-SOUTHWEST OF THE WEST SIDE OF A BAYOU AND 1
 BJ5280'FOOT SOUTH OF A METAL WITNESS POST BEARING A WHITE METAL
 BJ5280'SIGN.  IT IS A STANDARD DISK STAMPED PLAUCHE 1941,
 BJ5280'PROJECTING 6 INCHES.
 BJ5280'
 BJ5280'REFERENCE MARK NO. 1 IS 120.34 FEET SOUTH-SOUTHEAST OF THE
 BJ5280'STATION AT THE EAST EDGE OF A CULTIVATED FIELD, 10 FEET
 BJ5280'WEST-SOUTHWEST OF A FENCE LINE, 32 FEET WEST-SOUTHWEST OF THE
 BJ5280'CENTERLINE OF THE HIGHWAY, 32 FEET EAST OF THE PROJECTED
 BJ5280'PLANE OF THE EAST WALL OF THE HOUSE SOUTH OF THE MARK, AND
 BJ5280'172 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE.  IT IS
 BJ5280'A STANDARD DISK, STAMPED PLAUCHE NO 1 1941, PROJECTING 4
 BJ5280'INCHES.
 BJ5280'
 BJ5280'REFERENCE MARK NO. 2 IS 114.06 FEET NORTH-NORTHWEST OF THE
 BJ5280'STATION AT THE OUTSIDE OF A CURVE IN THE HIGHWAY, 36 FEET
 BJ5280'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 BJ5280'EAST-NORTHEAST OF A FENCE LINE, 87 FEET NORTH-NORTHWEST OF A
 BJ5280'T FENCE CORNER AND ON THE PROJECTED CENTERLINE OF THE ROAD
 BJ5280'TO THE NORTH.  IT IS A STANDARD DISK, STAMPED PLAUCHE NO 2
 BJ5280'1941, PROJECTING 4 INCHES.
 BJ5280'
 BJ5280'THE AZIMUTH MARK IS 0.85 MILE NORTH-NORTHWEST OF THE STATION,
 BJ5280'26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 41 FEET WEST
 BJ5280'OF THE FIRST POLE WEST OF THE MILLER ENGLISH FARM HOUSE, 107
 BJ5280'FEET NORTHEAST OF THE NORTHEAST CORNER OF A TIN GARAGE, 110
 BJ5280'FEET NORTHEAST OF THE NORTH ONE OF 4 PINE TREES IN A NORTH-SOUTH
 BJ5280'ROW, 1 FOOT SOUTH OF A WOOD AND WIRE FENCE, AND 1 FOOT NORTH
 BJ5280'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BJ5280'PLAUCHE 1941, PROJECTING 2 INCHES.
 BJ5280'
 BJ5280'TO REACH THE STATION FROM THE CATHOLIC SCHOOL IN PLAUCHEVILLE,
 BJ5280'GO NORTHEAST ON STATE HIGHWAY 1181 FOR 1.2 MILES TO A FORK,
 BJ5280'TAKE RIGHT FORK AND GO EAST FOR 1.5 MILE TO A REVERSED FORK,
 BJ5280'TURN RIGHT AND GO SOUTHEAST FOR 1.3 MILES TO THE STATION MARK
 BJ5280'ON THE RIGHT AT THE OUTSIDE OF A CURVE IN THE HIGHWAY.
 BJ5280'
 BJ5280'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH AND
 BJ5280'NORTHWEST FOR 0.85 MILE TO THE MARK ON THE RIGHT.
 BJ5280
 BJ5280                          STATION RECOVERY (1977)
 BJ5280
 BJ5280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5280'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN
 BJ5280'GOOD CONDITION. REFERENCE MARK 1 WAS FOUND DESTROYED.
 BJ5280'REFERENCE MARK 2 WAS DESTROYED AND THE STATION MARK WAS
 BJ5280'LOWERED AT THIS TIME BY PROPERTY OWNERS REQUEST. THE
 BJ5280'AZIMUTH MARK IS NOW OBSTRUCTED BY A BUILDING ON LINE. REFERENCE
 BJ5280'MARKS 3, 4 AND AZIMUTH MARK 2 WERE ESTABLISHED AT THIS TIME. A
 BJ5280'NEW DESCRIPTION FOLLOWS.
 BJ5280'
 BJ5280'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF PLAUCHEVILLE ON
 BJ5280'PROPERTY OWNED BY MR. ARTHUR TAYLOR WHO LIVES ACROSS THE BAYOU
 BJ5280'FOUR HOUSES SOUTH OF THE STATION, ON THE LEFT.
 BJ5280'
 BJ5280'TO REACH THE STATION FROM THE POST OFFICE IN MOREAUVILLE, MAIN
 BJ5280'AND TASSIN STREETS, GO SOUTH ON TASSIN STREET FOR 3.5 MILES TO
 BJ5280'A T-INTERSECTION. TURN LEFT AND GO EASTERLY FOR 1.45 MILES TO
 BJ5280'THE JUNCTION OF STATE HIGHWAY 1181. TURN LEFT AND GO EAST
 BJ5280'AND SOUTH ON HIGHWAY 1181 FOR 0.25 MILE TO THE AZIMUTH MARK 2
 BJ5280'ON THE RIGHT.  CONTINUE ON HIGHWAY 1181 FOR 0.45 MILE TO THE
 BJ5280'STATION ON THE RIGHT.
 BJ5280'
 BJ5280'STATION MARKS ARE STANDARD DISKS STAMPED---PLAUCHE 1941
 BJ5280'1977---. THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 BJ5280'CYLINDRICAL CONCRETE MONUEMENT THAT IS ABOUT 2 FEET BELOW THE
 BJ5280'GROUND SURFACE. THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 BJ5280'MASS OF CONCRETE ABOUT 4 FEET BELOW THE GROUND SURFACE. IT IS
 BJ5280'61.5 FEET WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 1181,
 BJ5280'46.5 FEET SOUTH OF A 10-INCH TREE AND 76 FEET WEST-NORTHWEST
 BJ5280'OF A 24-INCH TREE.
 BJ5280'
 BJ5280'REFERENCE MARK 3, STAMPED---PLAUCHE 1941 NO 3 1977---, IS A
 BJ5280'STANDARD DISK SET IN THE TOP OF
 BJ5280'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ5280'THE GROUND SURFACE. IT IS 24.5 FEET EAST OF THE CENTER OF
 BJ5280'STATE HIGHWAY 1181 AND 26 FEET SOUTHWEST OF A 36-INCH TREE.
 BJ5280'
 BJ5280'REFERENCE MARK 4, A STANDARD DISK STAMPED---PLAUCHE 1941 NO 4
 BJ5280'1977---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ5280'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 27 FEET
 BJ5280'SOUTH-SOUTHWEST OF A 24-INCH TREE.
 BJ5280'
 BJ5280'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED---PLAUCHE
 BJ5280'1941 NO 2 1977---, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ5280'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
 BJ5280'51 FEET WEST OF THE CENTER OF STATE HIGHWAY 1181 AND 3 FEET
 BJ5280'NORTH OF A FENCE CORNER.
 BJ5280'
 BJ5280'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---PLAUCHE 1941---,
 BJ5280'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ5280'IS FLUSH WITH THE GROUND SURFACE.
 BJ5280'IT IS 28 FEET NORTH OF THE CENTER OF STATE
 BJ5280'HIGHWAY 1181 AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BJ5280'
 BJ5280'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 BJ5280'ON STATE HIGHWAY 1181 FOR 0.85 MILE TO THE AZIMUTH MARK
 BJ5280'ON THE RIGHT.
 BJ5280'
 BJ5280'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 39.0 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5281 ***********************************************************************
 BJ5281  DESIGNATION -  PLAUCHE AZ MK 2
 BJ5281  PID         -  BJ5281
 BJ5281  STATE/COUNTY-  LA/AVOYELLES
 BJ5281  USGS QUAD   -  PLAUCHEVILLE (1994)
 BJ5281
 BJ5281                         *CURRENT SURVEY CONTROL
 BJ5281  ___________________________________________________________________
 BJ5281* NAD 83(1992)-  30 58 41.55776(N)    091 56 27.53017(W)     ADJUSTED  
 BJ5281* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 BJ5281  ___________________________________________________________________
 BJ5281  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BJ5281  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ5281
 BJ5281  HORZ ORDER  -  SECOND
 BJ5281
 BJ5281.The horizontal coordinates were established by classical geodetic methods
 BJ5281.and adjusted by the National Geodetic Survey in January 1993..
 BJ5281
 BJ5281.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5281
 BJ5281.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5281
 BJ5281.The geoid height was determined by GEOID03.
 BJ5281
 BJ5281;                    North         East     Units Scale Factor Converg.
 BJ5281;SPC LA N     -    53,161.287 1,053,403.201   MT  1.00004807   +0 17 44.0
 BJ5281;SPC LA N     -   174,413.32  3,456,040.34   sFT  1.00004807   +0 17 44.0
 BJ5281;SPC LA S     -   274,862.656   941,950.055   MT  1.00007100   -0 18 13.8
 BJ5281;SPC LA S     -   901,778.56  3,090,381.14   sFT  1.00007100   -0 18 13.8
 BJ5281;UTM  15      - 3,427,668.184   601,126.119   MT  0.99972614   +0 32 42.5
 BJ5281
 BJ5281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5281!SPC LA N     -   1.00000214  x   1.00004807  =   1.00005021
 BJ5281!SPC LA S     -   1.00000214  x   1.00007100  =   1.00007314
 BJ5281!UTM  15      -   1.00000214  x   0.99972614  =   0.99972828
 BJ5281
 BJ5281                          SUPERSEDED SURVEY CONTROL
 BJ5281
 BJ5281  NAD 83(1986)-  30 58 41.57696(N)    091 56 27.52549(W) AD(       ) 2
 BJ5281  NAD 27      -  30 58 40.89530(N)    091 56 27.08974(W) AD(       ) 2
 BJ5281  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 BJ5281
 BJ5281.Superseded values are not recommended for survey control.
 BJ5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5281.See file dsdata.txt to determine how the superseded data were derived.
 BJ5281
 BJ5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0112627668(NAD 83)
 BJ5281_MARKER: DS = TRIANGULATION STATION DISK
 BJ5281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5281+STABILITY: SURFACE MOTION
 BJ5281
 BJ5281  HISTORY     - Date     Condition        Report By
 BJ5281  HISTORY     - 1977     MONUMENTED       NGS
 BJ5281
 BJ5281                          STATION DESCRIPTION
 BJ5281
 BJ5281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5281'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST OF
 BJ5281'PLAUCHEVILLE AND ON STATE HIGHWAY RIGHT-OF-WAY.
 BJ5281'
 BJ5281'TO REACH THE STATION FROM THE POST OFFICE IN MOREAUVILLE, MAIN
 BJ5281'AND TASSIN STREETS, GO SOUTH ON TASSIN STREET FOR 3.5 MILES TO
 BJ5281'A T-INTERSECTION. TURN LEFT AND GO EASTERLY FOR 1.45 MILES TO
 BJ5281'THE JUNCTION OF STATE HIGHWAY 1181. TURN LEFT AND GO EAST
 BJ5281'AND SOUTH ON HIGHWAY 1181 FOR 0.25 MILE TO THE STATION
 BJ5281'ON THE RIGHT.
 BJ5281'
 BJ5281'STATION MARK, STAMPED---PLAUCHE 1941 NO 2 1977---, IS A
 BJ5281'STANDARD AZIMUTH MARK DISK
 BJ5281'SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ5281'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
 BJ5281'51 FEET WEST OF THE CENTER OF STATE HIGHWAY 1181 AND 3 FEET
 BJ5281'NORTH OF A FENCE CORNER.
 BJ5281'
 BJ5281'AN ELECTRONIC TRAVERSE WAS MADE TO TRIANGULATION STATION
 BJ5281'PLAUCHE, THE DISTANCE BEING 549.971 METERS.
 BJ5281'
 BJ5281'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.4 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0043 ***********************************************************************
 BJ0043  DESIGNATION -  PLAUCHE BOLT
 BJ0043  PID         -  BJ0043
 BJ0043  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0043  USGS QUAD   -  MORGANZA (1994)
 BJ0043
 BJ0043                         *CURRENT SURVEY CONTROL
 BJ0043  ___________________________________________________________________
 BJ0043* NAD 83(1986)-  30 44 18.     (N)    091 35 38.     (W)     SCALED    
 BJ0043* NAVD 88     -        10.253  (meters)      33.64   (feet)  ADJUSTED  
 BJ0043  ___________________________________________________________________
 BJ0043  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0043  DYNAMIC HT  -          10.240 (meters)      33.60  (feet)  COMP
 BJ0043  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BJ0043
 BJ0043  VERT ORDER  -  FIRST     CLASS I
 BJ0043
 BJ0043.The horizontal coordinates were scaled from a topographic map and have
 BJ0043.an estimated accuracy of +/- 6 seconds.
 BJ0043
 BJ0043.The orthometric height was determined by differential leveling
 BJ0043.and adjusted by the National Geodetic Survey in February 1994..
 BJ0043
 BJ0043.The geoid height was determined by GEOID03.
 BJ0043
 BJ0043.The dynamic height is computed by dividing the NAVD 88
 BJ0043.geopotential number by the normal gravity value computed on the
 BJ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0043.degrees latitude (g = 980.6199 gals.).
 BJ0043
 BJ0043.The modeled gravity was interpolated from observed gravity values.
 BJ0043
 BJ0043;                    North         East    Units  Estimated Accuracy
 BJ0043;SPC LA S     -   248,140.      975,050.      MT  (+/- 180 meters Scaled)
 BJ0043
 BJ0043                          SUPERSEDED SURVEY CONTROL
 BJ0043
 BJ0043  NAVD 88 (06/15/91)   10.287  (m)           33.75   (f) UNKNOWN     1 1
 BJ0043  NGVD 29 (??/??/??)   10.245  (m)           33.61   (f) ADJUSTED    1 1
 BJ0043
 BJ0043.Superseded values are not recommended for survey control.
 BJ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0043.See file dsdata.txt to determine how the superseded data were derived.
 BJ0043
 BJ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ346014(NAD 83)
 BJ0043_MARKER: B = BOLT
 BJ0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0043_STAMPING: PBM PLAUCHE
 BJ0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0043
 BJ0043  HISTORY     - Date     Condition        Report By
 BJ0043  HISTORY     - UNK      MONUMENTED       DOD
 BJ0043  HISTORY     - 1964     GOOD             CGS
 BJ0043  HISTORY     - 1976     GOOD             NGS
 BJ0043
 BJ0043                          STATION DESCRIPTION
 BJ0043
 BJ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0043'IN MORGANZA.
 BJ0043'ABOUT 0.2 MILE NORTHWEST OF THE TEXAS AND PACIFIC RAILROAD STATION AT
 BJ0043'MORGANZA, AT THE INTERSECTION OF STATE ROADS 1 AND 10, AT THE NORTH
 BJ0043'CORNER OF THE MORGANZA BRANCH OF THE BANK OF NEW ROADS, 77 FEET
 BJ0043'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 28 FEET SOUTHEAST
 BJ0043'OF THE CENTER LINE OF STATE ROAD 10, 6 1/2 FEET SOUTHEAST OF THE
 BJ0043'SOUTHEAST EDGE OF A SIDEWALK, 4 FEET WEST OF THE NORTH CORNER OF THE
 BJ0043'BANK BUILDING, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A COPPER
 BJ0043'BOLT SET IN CONCRETE ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE GROUND,
 BJ0043'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH
 BJ0043'PROJECTS 1 1/2 FEET.  NOTE-- THE PIPE WAS CLEANED OUT AND
 BJ0043'STRAIGHTENED.
 BJ0043
 BJ0043                          STATION RECOVERY (1976)
 BJ0043
 BJ0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0043'AT MORGANZA, 0.1 MILE NORTHWEST OF THE CITY HALL, AT THE JUNCTION
 BJ0043'OF STATE HIGHWAYS 1 AND 10, 86 FT SOUTHWEST OF THE CENTER OF THE
 BJ0043'JUNCTION, 4 FT WEST OF THE NORTH CORNER OF THE MORGANZA BRANCH
 BJ0043'BANK BUILDING OF THE BANK OF NEW ROADS, A COPPER BOLT SET IN CONCRETE
 BJ0043'ABOUT 2.5 FT BELOW THE LEVEL OF THE GROUND, ACCESS IS HAD THROUGH
 BJ0043'A 4-INCH IRON PIPE AND CAP THAT PROJECTS 1.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0042 ***********************************************************************
 BJ0042  DESIGNATION -  PLAUCHE CAP
 BJ0042  PID         -  BJ0042
 BJ0042  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0042  USGS QUAD   -  MORGANZA (1994)
 BJ0042
 BJ0042                         *CURRENT SURVEY CONTROL
 BJ0042  ___________________________________________________________________
 BJ0042* NAD 83(1986)-  30 44 18.     (N)    091 35 38.     (W)     SCALED    
 BJ0042* NAVD 88     -        11.488  (meters)      37.69   (feet)  ADJUSTED  
 BJ0042  ___________________________________________________________________
 BJ0042  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0042  DYNAMIC HT  -          11.473 (meters)      37.64  (feet)  COMP
 BJ0042  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BJ0042
 BJ0042  VERT ORDER  -  FIRST     CLASS I
 BJ0042
 BJ0042.The horizontal coordinates were scaled from a topographic map and have
 BJ0042.an estimated accuracy of +/- 6 seconds.
 BJ0042
 BJ0042.The orthometric height was determined by differential leveling
 BJ0042.and adjusted by the National Geodetic Survey in February 1994..
 BJ0042
 BJ0042.The geoid height was determined by GEOID03.
 BJ0042
 BJ0042.The dynamic height is computed by dividing the NAVD 88
 BJ0042.geopotential number by the normal gravity value computed on the
 BJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0042.degrees latitude (g = 980.6199 gals.).
 BJ0042
 BJ0042.The modeled gravity was interpolated from observed gravity values.
 BJ0042
 BJ0042;                    North         East    Units  Estimated Accuracy
 BJ0042;SPC LA S     -   248,140.      975,050.      MT  (+/- 180 meters Scaled)
 BJ0042
 BJ0042                          SUPERSEDED SURVEY CONTROL
 BJ0042
 BJ0042  NAVD 88 (06/15/91)   11.521  (m)           37.80   (f) UNKNOWN     1 1
 BJ0042  NGVD 29 (??/??/??)   11.480  (m)           37.66   (f) ADJUSTED    1 1
 BJ0042
 BJ0042.Superseded values are not recommended for survey control.
 BJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0042.See file dsdata.txt to determine how the superseded data were derived.
 BJ0042
 BJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ346014(NAD 83)
 BJ0042_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0042_STAMPING: PBM PLAUCHE
 BJ0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0042
 BJ0042  HISTORY     - Date     Condition        Report By
 BJ0042  HISTORY     - UNK      MONUMENTED       DOD
 BJ0042  HISTORY     - 1964     GOOD             CGS
 BJ0042  HISTORY     - 1976     GOOD             NGS
 BJ0042
 BJ0042                          STATION DESCRIPTION
 BJ0042
 BJ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0042'IN MORGANZA.
 BJ0042'ABOUT 0.2 MILE NORTHWEST OF THE TEXAS AND PACIFIC RAILROAD STATION AT
 BJ0042'MORGANZA, AT THE INTERSECITON OF STATE ROADS 1 AND 10, AT THE NORTH
 BJ0042'CORNER OF THE MORGANZA BRANCH OF THE BANK OF NEW ROADS, 77 FEET
 BJ0042'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 28 FEET SOUTHEAST
 BJ0042'OF THE CENTER LINE OF STATE ROAD 10, 6 1/2 FEET SOUTHEAST OF THE
 BJ0042'SOTUHEAST EDGE OF A SIDEWALK, 4 FEET WEST OF THE NORTH CORNER OF THE
 BJ0042'BANK BUILDING, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A 4-INCH
 BJ0042'IRON PIPE BEARING A CAP WHICH PROJECTS 1 1/2 FEET.  NOTE-- THE PIPE
 BJ0042'WAS CLEANED OUT AND STRAIGHTENED.
 BJ0042
 BJ0042                          STATION RECOVERY (1976)
 BJ0042
 BJ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0042'AT MORGANZA, 0.1 MI NORTHWEST OF THE CITY HALL, AT THE JUNCTION OF
 BJ0042'STATE HIGHWAY 1 AND 10, 86 FT SOUTHWEST OF THE CENTER OF THE JUNCTION
 BJ0042'4 FT WEST OF THE NORTH CORNER OF THE MORGANZA BRANCH BANK BUILDING OF
 BJ0042'THE BANK OF NEW ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2616 ***********************************************************************
 BX2616  DESIGNATION -  PLEASANT
 BX2616  PID         -  BX2616
 BX2616  STATE/COUNTY-  LA/RAPIDES
 BX2616  USGS QUAD   -  LECOMPTE (1992)
 BX2616
 BX2616                         *CURRENT SURVEY CONTROL
 BX2616  ___________________________________________________________________
 BX2616* NAD 83(1992)-  31 03 11.71993(N)    092 29 05.54585(W)     ADJUSTED  
 BX2616* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 BX2616  ___________________________________________________________________
 BX2616  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BX2616  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX2616
 BX2616  HORZ ORDER  -  FIRST
 BX2616
 BX2616.The horizontal coordinates were established by classical geodetic methods
 BX2616.and adjusted by the National Geodetic Survey in January 1993..
 BX2616
 BX2616.The orthometric height was scaled from a topographic map.
 BX2616
 BX2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2616
 BX2616.The geoid height was determined by GEOID03.
 BX2616
 BX2616;                    North         East     Units Scale Factor Converg.
 BX2616;SPC LA N     -    61,344.189 1,001,443.849   MT  1.00002765   +0 00 28.8
 BX2616;SPC LA N     -   201,260.06  3,285,570.36   sFT  1.00002765   +0 00 28.8
 BX2616;UTM  15      - 3,435,617.982   549,150.026   MT  0.99962980   +0 15 56.6
 BX2616
 BX2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2616!SPC LA N     -   0.99999543  x   1.00002765  =   1.00002308
 BX2616!UTM  15      -   0.99999543  x   0.99962980  =   0.99962523
 BX2616
 BX2616:                Primary Azimuth Mark                     Grid Az
 BX2616:SPC LA N     -  WOODWORTH SE STATE FIRE TOWER            006 50 43.0
 BX2616:UTM  15      -  WOODWORTH SE STATE FIRE TOWER            006 35 15.2
 BX2616
 BX2616|---------------------------------------------------------------------|
 BX2616| PID    Reference Object                     Distance      Geod. Az  |
 BX2616|                                                           dddmmss.s |
 BX2616| BX2625 WOODWORTH SE STATE FIRE TOWER       APPROX. 9.5 KM 0065111.8 |
 BX2616| CY4483 PLEASANT RM 1                        27.825 METERS 03231     |
 BX2616| BX2618 FOREST HILL LANGFORD TELE MAST      APPROX. 2.0 KM 2113237.0 |
 BX2616| BX2719 SMITH                               APPROX. 9.5 KM 2913719.2 |
 BX2616| BX2617 FOREST HILL TENN GAS CO MICRO       APPROX. 1.2 KM 3120802.2 |
 BX2616| CY4484 PLEASANT RM 2                        26.195 METERS 31403     |
 BX2616|---------------------------------------------------------------------|
 BX2616
 BX2616                          SUPERSEDED SURVEY CONTROL
 BX2616
 BX2616  NAD 83(1986)-  31 03 11.73980(N)    092 29 05.53972(W) AD(       ) 1
 BX2616  NAD 27      -  31 03 11.05804(N)    092 29 05.04908(W) AD(       ) 1
 BX2616
 BX2616.Superseded values are not recommended for survey control.
 BX2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2616.See file dsdata.txt to determine how the superseded data were derived.
 BX2616
 BX2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4915035618(NAD 83)
 BX2616_MARKER: DS = TRIANGULATION STATION DISK
 BX2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2616
 BX2616  HISTORY     - Date     Condition        Report By
 BX2616  HISTORY     - 1969     MONUMENTED       CGS
 BX2616  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2616
 BX2616                          STATION DESCRIPTION
 BX2616
 BX2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2616'THE STATION IS ABOUT 18-1/4 MILES SOUTH OF ALEXANDRIA, 6-1/2
 BX2616'MILES WEST OF MEEKER, 2-3/4 MILES EAST-NORTHEAST OF FOREST HILL,
 BX2616'ON THE HIGHEST GROUND IN THE AREA AND ON THE PROPERTY OWNED BY
 BX2616'THE CROWELL LUMBER INDUSTRIES OF LONG LEAF, LOUISIANA.
 BX2616'
 BX2616'TO REACH THE STATION FROM THE POST OFFICE IN FOREST HILL, AT THE
 BX2616'JUNCTION OF U.S. HIGHWAY 165, STATE HIGHWAY 112 AND 497, GO EAST
 BX2616'AND NORTHEAST ON STATE HIGHWAY 112 FOR 3.35 MILES TO A SIDE
 BX2616'ROAD RIGHT, TURN RIGHT CROSSING A CATTLEGUARD AND GO SOUTH FOR
 BX2616'0.25 MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE AHEAD ON MAIN
 BX2616'TRAVELED GRAVELED ROAD FOR 0.25 MILE TO A 12 INCH OAK TREE
 BX2616'WITH A TRIANGULAR BLAZE ON THE RIGHT AND A VERY DIM TRACK ROAD,
 BX2616'FROM HERE TURN RIGHT AND PICK WAY WESTERLY THROUGH WOODED
 BX2616'AREA FOR 0.05 MILE TO THE STATION ON THE LEFT.
 BX2616'
 BX2616'THE STATION MARK IS A STANDARD DISK, STAMPED PLEASANT 1969, SET
 BX2616'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 BX2616'WITH THE GROUND.  IT IS 28 FEET NORTHEAST OF A PINE TREE WITH A
 BX2616'TRIANGULAR BLAZE, 15 FEET SOUTH OF A DIM TRACK ROAD AND 2.7 FEET
 BX2616'NORTHEAST OF A WITNESS POST.
 BX2616'
 BX2616'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PLEASANT NO 1 1969,
 BX2616'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 BX2616'7 INCHES ABOVE THE GROUND.  IT IS 118 FEET NORTHEAST OF THE
 BX2616'18 INCH PINE TREE, 93.7 FEET NORTHEAST OF THE WITNESS POST AND
 BX2616'27 FEET NORTH OF THE TRACK ROAD.
 BX2616'
 BX2616'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PLEASANT NO 2 1969,
 BX2616'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 BX2616'6 INCHES ABOVE THE GROUND.  IT IS 86 FEET NORTH-NORTHWEST OF THE
 BX2616'18 INCH PINE TREE AND 85 FEET NORTHWEST OF THE WITNESS POST.
 BX2616'
 BX2616'AN AZIMUTH MARK WAS NOT SET AT THIS TIME DUE TO TALL PINES AND
 BX2616'HEAVY BRUSH.
 BX2616'
 BX2616'HEIGHT OF LIGHT ABOVE STATION MARK 30.320 METERS.
 BX2616
 BX2616                          STATION RECOVERY (1999)
 BX2616
 BX2616'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2790 ***********************************************************************
 CQ2790  DESIGNATION -  PLEASANT
 CQ2790  PID         -  CQ2790
 CQ2790  STATE/COUNTY-  LA/CALDWELL
 CQ2790  USGS QUAD   -  BLANKSTON (1989)
 CQ2790
 CQ2790                         *CURRENT SURVEY CONTROL
 CQ2790  ___________________________________________________________________
 CQ2790* NAD 83(1992)-  32 09 14.68471(N)    092 08 34.56977(W)     ADJUSTED  
 CQ2790* NAVD 88     -        73.9    (meters)     242.     (feet)  VERTCON   
 CQ2790  ___________________________________________________________________
 CQ2790  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CQ2790  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ2790
 CQ2790  HORZ ORDER  -  FIRST
 CQ2790
 CQ2790.The horizontal coordinates were established by classical geodetic methods
 CQ2790.and adjusted by the National Geodetic Survey in January 1993..
 CQ2790
 CQ2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2790
 CQ2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2790
 CQ2790.The geoid height was determined by GEOID03.
 CQ2790
 CQ2790;                    North         East     Units Scale Factor Converg.
 CQ2790;SPC LA N     -   183,452.072 1,033,680.902   MT  0.99992322   +0 11 19.6
 CQ2790;SPC LA N     -   601,875.67  3,391,334.76   sFT  0.99992322   +0 11 19.6
 CQ2790;UTM  15      - 3,557,836.121   580,819.917   MT  0.99968055   +0 27 22.1
 CQ2790
 CQ2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2790!SPC LA N     -   0.99999243  x   0.99992322  =   0.99991565
 CQ2790!UTM  15      -   0.99999243  x   0.99968055  =   0.99967298
 CQ2790
 CQ2790:                Primary Azimuth Mark                     Grid Az
 CQ2790:SPC LA N     -  RIVERTON KNOE TV TWR                     054 40 33.6
 CQ2790:UTM  15      -  RIVERTON KNOE TV TWR                     054 24 31.1
 CQ2790
 CQ2790|---------------------------------------------------------------------|
 CQ2790| PID    Reference Object                     Distance      Geod. Az  |
 CQ2790|                                                           dddmmss.s |
 CQ2790| CQ2766 RIVERTON KNOE TV TWR                APPROX. 8.3 KM 0545153.2 |
 CQ2790| CQ2767 RIVERTON MICROWAVE KKS 657          APPROX. 5.1 KM 0852544.8 |
 CQ2790| CY4485 PLEASANT RM 1                        28.305 METERS 09224     |
 CQ2790| CQ2773 COLUMBIA MUNICIPAL TANK             APPROX. 8.1 KM 1325204.4 |
 CQ2790| CQ2778 COLUMBIA HTS MUN TK                 APPROX. 8.4 KM 1410319.5 |
 CQ2790| CQ2780 COLUMBIA HTS MICROWAVE KKL 442      APPROX. 8.6 KM 1470411.2 |
 CQ2790| CQ2781 GRAYSON MUN TANK                    APPROX.11.6 KM 1642224.5 |
 CQ2790| CQ2782 CLARKS TRUNKLINE M WAVE KKE 68      APPROX.16.1 KM 1720819.0 |
 CQ2790| CQ2787 CLARKS MUNICIPAL TANK               APPROX.13.6 KM 1791740.3 |
 CQ2790| BX2557 CLARKS AT T MICROWAVE TGP 67        APPROX.17.3 KM 1832155.7 |
 CQ2790| CQ2789 MT PLEASANT LOT                     APPROX. 4.4 KM 2175334.0 |
 CQ2790| CQ2796 UNION                               APPROX.11.8 KM 2510330.7 |
 CQ2790| CY4486 PLEASANT RM 2                        28.475 METERS 27626     |
 CQ2790|---------------------------------------------------------------------|
 CQ2790
 CQ2790                          SUPERSEDED SURVEY CONTROL
 CQ2790
 CQ2790  NAD 83(1986)-  32 09 14.69885(N)    092 08 34.56187(W) AD(       ) 1
 CQ2790  NAD 27      -  32 09 14.13858(N)    092 08 34.06933(W) AD(       ) 1
 CQ2790  NGVD 29 (07/19/86)   73.9    (m)          242.     (f) VERT ANG       
 CQ2790
 CQ2790.Superseded values are not recommended for survey control.
 CQ2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2790.See file dsdata.txt to determine how the superseded data were derived.
 CQ2790
 CQ2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8082057836(NAD 83)
 CQ2790_MARKER: DS = TRIANGULATION STATION DISK
 CQ2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2790
 CQ2790  HISTORY     - Date     Condition        Report By
 CQ2790  HISTORY     - 1971     MONUMENTED       NGS
 CQ2790
 CQ2790                          STATION DESCRIPTION
 CQ2790
 CQ2790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2790'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH-SOUTHEAST OF
 CQ2790'LUNA, 5 MILES NORTHWEST OF COLUMBIA AND 2-1/2 MILES NORTHEAST
 CQ2790'OF MOUNT PLEASANT, IN SECTION 34, T 14 N, R 3 E, ON STATE OWNED
 CQ2790'ROAD RIGHT-OF-WAY AT THE TOP OF ABOUT A 20 FOOT CUT BANK ON THE
 CQ2790'NORTH SIDE OF THE ROAD.
 CQ2790'
 CQ2790'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 557 AND
 CQ2790'846 IN THE SETTLEMENT OF LUNA, GO SOUTHERLY ON HIGHWAY 846 FOR 12.1
 CQ2790'MILES TO A CROSSROAD.  CONTINUE SOUTHERLY ON HIGHWAY 846 FOR 1.3
 CQ2790'MILES TO A CROSSROAD AND A SIGN COLUMBIA LOCK AND DAM US ARMY
 CQ2790'CORPS OF ENGINEERS 3-1/2 MILES IN THE SOUTHWEST ANGLE OF THE
 CQ2790'INTERSECTION.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.7
 CQ2790'MILE TO THE STATION ON THE LEFT.
 CQ2790'
 CQ2790'THE STATION MARKS ARE STANDARD DISKS STAMPED PLEASANT 1971.  THE
 CQ2790'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2790'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ2790'87 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 27.5 FEET SOUTH OF
 CQ2790'A 24-INCH PINE TREE AND 5.5 FEET SOUTHWEST OF A METAL WITNESS
 CQ2790'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CQ2790'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2790'
 CQ2790'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PLEASANT NO 1 1971,
 CQ2790'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2790'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 83 FEET NORTH OF
 CQ2790'THE CENTER OF THE PAVED ROAD AND 2.5 FEET WEST OF A METAL WITNESS
 CQ2790'POST.
 CQ2790'
 CQ2790'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PLEASANT NO 2 1971, SET
 CQ2790'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2790'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 87 FEET NORTH
 CQ2790'OF THE CENTER OF THE PAVED ROAD, 22 FEET SOUTH-SOUTHWEST OF AN
 CQ2790'8-INCH PINE TREE AND 3 FEET SOUTH OF A METAL WITNESS POST.
 CQ2790'
 CQ2790'NOTE--THE MEASUREMENTS MADE TO THE REFERENCE MARKS WERE MADE WITH
 CQ2790'A 30 METER TAPE WITH 5 KG TENSION APPLIED.
 CQ2790'
 CQ2790'THE MEASUREMENT BETWEEN THE REFERENCE MARKS WAS MADE WITH A
 CQ2790'300 FOOT TAPE WITH 10 KG TENSION APPLIED.
 CQ2790'
 CQ2790'NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK.
 CQ2790'
 CQ2790'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2874 ***********************************************************************
 BX2874  DESIGNATION -  PLEASANT HILL RAD STA KOB 756
 BX2874  PID         -  BX2874
 BX2874  STATE/COUNTY-  LA/SABINE
 BX2874  USGS QUAD   -  HOLLIS CREEK (1989)
 BX2874
 BX2874                         *CURRENT SURVEY CONTROL
 BX2874  ___________________________________________________________________
 BX2874* NAD 83(1992)-  31 47 27.64395(N)    093 28 25.58827(W)     ADJUSTED  
 BX2874* NAVD 88     -                                                        
 BX2874  ___________________________________________________________________
 BX2874  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BX2874  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2874
 BX2874  HORZ ORDER  -  THIRD
 BX2874
 BX2874.The horizontal coordinates were established by classical geodetic methods
 BX2874.and adjusted by the National Geodetic Survey in January 1993..
 BX2874
 BX2874
 BX2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2874
 BX2874.The geoid height was determined by GEOID03.
 BX2874
 BX2874;                    North         East     Units Scale Factor Converg.
 BX2874;SPC LA N     -   143,555.080   907,785.767   MT  0.99991717   -0 30 53.4
 BX2874;SPC LA N     -   470,980.29  2,978,293.80   sFT  0.99991717   -0 30 53.4
 BX2874;UTM  15      - 3,517,369.050   455,148.029   MT  0.99962481   -0 14 58.6
 BX2874
 BX2874                          SUPERSEDED SURVEY CONTROL
 BX2874
 BX2874  NAD 83(1986)-  31 47 27.65592(N)    093 28 25.58223(W) AD(       ) 4
 BX2874  NAD 27      -  31 47 27.05696(N)    093 28 24.94436(W) AD(       ) 3
 BX2874
 BX2874.Superseded values are not recommended for survey control.
 BX2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2874.See file dsdata.txt to determine how the superseded data were derived.
 BX2874
 BX2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5514817369(NAD 83)
 BX2874_MARKER: 42 = RADIO/TV MAST
 BX2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2874+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001
 BX2874
 BX2874  HISTORY     - Date     Condition        Report By
 BX2874  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2874  HISTORY     - 20010331 GOOD             NGS
 BX2874  HISTORY     - 20010922 GOOD             USPSQD
 BX2874
 BX2874                          STATION DESCRIPTION
 BX2874
 BX2874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2874'PLEASANT HILL, RADIO STATION KOB 756 MAST IS LOCATED 3 MILES
 BX2874'SOUTHEAST OF PLEASANT HILL, 2 MILES EAST OF STATE HIGHWAY 175 AND
 BX2874'1/2 MILE NORTH OF SPRING RIDGE LOOKOUT TOWER.
 BX2874'
 BX2874'THE MAST IS A SLENDER TRIANGULAR SHAPED STRUCTURE PAINTED WITH
 BX2874'ALTERNATE RED AND WHITE SECTIONS.  THE MAST IS APPROXIMATELY 225
 BX2874'FEET IN HEIGHT AND HAS A RED LIGHT AT THE TOP.
 BX2874'
 BX2874'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 BX2874
 BX2874                          STATION RECOVERY (2001)
 BX2874
 BX2874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2874'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2874
 BX2874                          STATION RECOVERY (2001)
 BX2874
 BX2874'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX2874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3204 ***********************************************************************
 DH3204  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3204  DESIGNATION -  PLMS 460
 DH3204  PID         -  DH3204
 DH3204  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 DH3204  USGS QUAD   -  RESERVE (1994)
 DH3204
 DH3204                         *CURRENT SURVEY CONTROL
 DH3204  ___________________________________________________________________
 DH3204* NAD 83(1992)-  30 03 20.37733(N)    090 34 23.35998(W)     ADJUSTED  
 DH3204* NAVD 88     -         9.75 **(meters)      32.0  **(feet)  GPS OBS(2004.65)
 DH3204  **This station is located in a subsidence area (see below).
 DH3204  ___________________________________________________________________
 DH3204  X           -     -55,269.694 (meters)                     COMP
 DH3204  Y           -  -5,524,878.182 (meters)                     COMP
 DH3204  Z           -   3,175,707.402 (meters)                     COMP
 DH3204  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DH3204  ELLIP HEIGHT-         -16.59  (meters)          (05/09/05) GPS OBS
 DH3204  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DH3204
 DH3204  HORZ ORDER  -  B
 DH3204  ELLP ORDER  -  FOURTH    CLASS II
 DH3204
 DH3204.The horizontal coordinates were established by GPS observations
 DH3204.and adjusted by the National Geodetic Survey in May 2005..
 DH3204
 DH3204 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3204 ** and geoid heights are valid at the date of observation. These heights
 DH3204 ** must always be validated when used as control.
 DH3204 ** The orthometric height was determined by GPS observations using
 DH3204 ** precise GPS observation and processing techniques and a new
 DH3204 ** realization of GEOID03. It supersedes the leveled height previously
 DH3204 ** determined for this station.
 DH3204 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3204 ** epoch indicated which incorporates improved geoid heights for the
 DH3204 ** Southern Louisiana Subsidence area.
 DH3204 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3204.The orthometric height was determined by GPS observations and a
 DH3204.high-resolution geoid model using precise GPS observation and
 DH3204.processing techniques.
 DH3204
 DH3204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3204
 DH3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3204
 DH3204.The ellipsoidal height was determined by GPS observations
 DH3204.and is referenced to NAD 83.
 DH3204
 DH3204.The geoid height was determined by GEOID03.
 DH3204
 DH3204;                    North         East     Units Scale Factor Converg.
 DH3204;SPC LA S     -   172,679.205 1,073,299.813   MT  0.99992620   +0 22 48.4
 DH3204;SPC LA S     -   566,531.69  3,521,317.80   sFT  0.99992620   +0 22 48.4
 DH3204;UTM  15      - 3,327,435.614   733,967.919   MT  1.00027542   +1 12 57.7
 DH3204
 DH3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3204!SPC LA S     -   1.00000261  x   0.99992620  =   0.99992881
 DH3204!UTM  15      -   1.00000261  x   1.00027542  =   1.00027803
 DH3204
 DH3204                          SUPERSEDED SURVEY CONTROL
 DH3204
 DH3204.No superseded survey control is available for this station.
 DH3204
 DH3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3396827436(NAD 83)
 DH3204_MARKER: DD = SURVEY DISK
 DH3204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3204_STAMPING: PLMS 4611+20.08 1976
 DH3204_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3204+STABILITY: SURFACE MOTION
 DH3204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3204+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 DH3204
 DH3204  HISTORY     - Date     Condition        Report By
 DH3204  HISTORY     - UNK      MONUMENTED       USACE
 DH3204  HISTORY     - 20030521 GOOD             3001
 DH3204
 DH3204                          STATION DESCRIPTION
 DH3204
 DH3204'DESCRIBED BY 3001, INC 2003 (KC)
 DH3204'THE STATION IS LOCATED IN RESERVE LA, 6.9 MILES EAST OF THE TOWN OF
 DH3204'GRAMERCY, 5.7 MILES  WEST OF THE TOWN OF LAPLACE, 1.3 MILES NORTHWEST
 DH3204'AND ACROSS RIVER FROM THE TOWN OF  EDGARD.
 DH3204' 
 DH3204'OWNERSHIP- CORPS OF ENGINEERS
 DH3204' 
 DH3204'TO REACH THE STATION FROM THE INTERSECTION OF SR 53 AND SR 44 ON RIVER
 DH3204'ROAD, GO WEST ON  SR 44 FOR 1.3 MILES TO STATION ON LEFT ON TOP OF
 DH3204'LEVEE.
 DH3204' 
 DH3204'THE STATION IS 2.5 FEET SOUTH OF THE CENTERLINE OF LEVEE, 141 FEET
 DH3204'SOUTH OF THE SOUTH  EDGE OF SR 44, 16.7 FEET NORTH OF THE TOP EDGE OF
 DH3204'CONCRETE SLOPE ON THE FLOOD SIDE OF  LEVEE.  STATION IS A COE BRASS
 DH3204'CAP, 0.6 FEET BELOW SURFACE, STAMPED 4611+20.08 PLMS 460 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3317 ***********************************************************************
 AU3317  DESIGNATION -  PLMS 658
 AU3317  PID         -  AU3317
 AU3317  STATE/COUNTY-  LA/JEFFERSON
 AU3317  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3317
 AU3317                         *CURRENT SURVEY CONTROL
 AU3317  ___________________________________________________________________
 AU3317* NAD 83(1992)-  29 57 07.60019(N)    090 08 14.86572(W)     ADJUSTED  
 AU3317* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 AU3317  **This station is located in a subsidence area (see below).
 AU3317  ___________________________________________________________________
 AU3317  X           -     -13,269.576 (meters)                     COMP
 AU3317  Y           -  -5,530,876.824 (meters)                     COMP
 AU3317  Z           -   3,165,765.894 (meters)                     COMP
 AU3317  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU3317  ELLIP HEIGHT-         -18.77  (meters)          (09/30/02) GPS OBS
 AU3317  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU3317  DYNAMIC HT  -           7.4   (meters)      24.    (feet)  COMP
 AU3317  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 AU3317
 AU3317  HORZ ORDER  -  FIRST
 AU3317  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3317  ELLP ORDER  -  FOURTH    CLASS II
 AU3317
 AU3317.The horizontal coordinates were established by GPS observations
 AU3317.and adjusted by the National Geodetic Survey in January 1993..
 AU3317
 AU3317 ** The orthometric height has not been validated since last determined
 AU3317 ** by differential leveling and should not be used for control purposes.
 AU3317 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3317 ** area with valid NAVD 88 orthometric heights.
 AU3317 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3317 ** epoch indicated which incorporates improved geoid heights for the
 AU3317 ** Southern Louisiana Subsidence area.
 AU3317 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3317.The orthometric height was scaled from a topographic map.
 AU3317.The vertical order pertains to the first NAVD 88 superseded value.
 AU3317
 AU3317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3317
 AU3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3317
 AU3317.The ellipsoidal height was determined by GPS observations
 AU3317.and is referenced to NAD 83.
 AU3317
 AU3317.The geoid height was determined by GEOID03.
 AU3317
 AU3317.The dynamic height is computed by dividing the NAVD 88
 AU3317.geopotential number by the normal gravity value computed on the
 AU3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3317.degrees latitude (g = 980.6199 gals.).
 AU3317
 AU3317.The modeled gravity was interpolated from observed gravity values.
 AU3317
 AU3317;                    North         East     Units Scale Factor Converg.
 AU3317;SPC LA S     -   161,560.561 1,115,429.843   MT  0.99992610   +0 35 52.6
 AU3317;SPC LA S     -   530,053.27  3,659,539.41   sFT  0.99992610   +0 35 52.6
 AU3317;UTM  15      - 3,316,926.448   776,275.609   MT  1.00054183   +1 25 48.4
 AU3317
 AU3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3317!SPC LA S     -   1.00000295  x   0.99992610  =   0.99992905
 AU3317!UTM  15      -   1.00000295  x   1.00054183  =   1.00054478
 AU3317
 AU3317                          SUPERSEDED SURVEY CONTROL
 AU3317
 AU3317  ELLIP H (01/21/93)  -18.76   (m)                       GP(       ) 4 2
 AU3317  NAD 83(1986)-  29 57 07.61681(N)    090 08 14.86363(W) AD(       ) 1
 AU3317  NAD 27      -  29 57 06.88191(N)    090 08 14.59908(W) AD(       ) 1
 AU3317  NAVD 88 (02/14/94)    7.438  (m)           24.40   (f) UNKNOWN     1 2
 AU3317  NGVD 29 (05/21/91)    7.499  (m)           24.60   (f) ADJUSTED    1 2
 AU3317
 AU3317.Superseded values are not recommended for survey control.
 AU3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3317.See file dsdata.txt to determine how the superseded data were derived.
 AU3317
 AU3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7627616926(NAD 83)
 AU3317_MARKER: DD = SURVEY DISK
 AU3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3317_SP_SET: CONCRETE POST
 AU3317_STAMPING: PLMS 658 1976 608+12.68
 AU3317_MARK LOGO: USE   
 AU3317_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AU3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3317+STABILITY: SURFACE MOTION
 AU3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3317+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 AU3317
 AU3317  HISTORY     - Date     Condition        Report By
 AU3317  HISTORY     - UNK      MONUMENTED
 AU3317  HISTORY     - 1987     GOOD             LADTD
 AU3317  HISTORY     - 19901115 GOOD             NGS
 AU3317  HISTORY     - 19941108 GOOD             NGS
 AU3317
 AU3317                          STATION DESCRIPTION
 AU3317
 AU3317'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3317'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU3317'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AU3317'
 AU3317'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 AU3317'EAST OF THE NORTHEAST END OF THE HUEY P LONG BRIDGE,
 AU3317'3.2 KM (2 MI) SOUTHEAST OF THE JUNCTION OF AURLINE HIGHWAY AND
 AU3317'CAUSEWAY BOULEVARD AT THE TERMINUS OF THE LEVEE ROAD AND A RAMP.
 AU3317'OWNERSHIP--EAST JEFFERSON PARISH LEVEE DISTRICT, C/O BILL
 AU3317'MIDDLETON, DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA.  PHONE
 AU3317'504-733-0087.
 AU3317'
 AU3317'TO REACH THE STATION FROM THE JUNCTION OF AIRLINE HIGHWAY AND
 AU3317'CAUSEWAY BOULEVARD, GO SOUTH FOR 1.23 KM (0.8 MI) ON CAUSEWAY
 AU3317'BOULEVARD TO ITS JUNCTION WITH U.S. HIGHWAY 90.
 AU3317'TURN LEFT AND GO EAST FOR 2.77 KM (1.7 MI) ON HIGHWAY 90 TO
 AU3317'MONTICELLO AVENUE ON THE RIGHT AT THE ORLEANS PARISH LINE.
 AU3317'TURN RIGHT AND GO SOUTHEAST FOR 1.45 KM (0.9 MI) ON MONTICELLO
 AU3317'AVENUE TO ITS END AT THE LEVEE AND THE STATION MARK ON THE RIGHT.
 AU3317'
 AU3317'THE STATION IS A STANDARD USE DISK
 AU3317'STAMPED---PLMS 658 1976---,
 AU3317'SET INTO THE TOP OF A CONCRETE POST 25 CM (10 INCHES) BELOW THE
 AU3317'GROUND AND ENCASED IN A 30 CM SQUARE CONCRETE SLEEVE WITH A METAL
 AU3317'COVER FLUSH WITH THE GROUND.
 AU3317'21.5 METERS (70.5 FT) WEST FROM A UTILITY POLE ALONG THE SIDE OF A
 AU3317'PIPELINE,
 AU3317'16.9 METERS (55.5 FT) NORTH FROM A UTILITY POLE WITH A METER,
 AU3317'10.9 METERS (35.8 FT) NORTHWEST FROM THE CENTER OF A CONCRETE RAMP
 AU3317'TO A DOCK, AND
 AU3317'1.2 METERS (3.9 FT) NORTH FROM A LEVEE MARKER POST NUMBERED
 AU3317'608+1238.
 AU3317
 AU3317                          STATION RECOVERY (1990)
 AU3317
 AU3317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3317'IN NEW ORLEANS, AT THE INTERSECTION OF MONTICELLO STREET AND BATCHER
 AU3317'LEVEE ROAD, 21.3 M (69.9 FT) WEST OF A UTILITY POLE, 17.6 M (57.7 FT)
 AU3317'EAST OF A UTILITY POLE, 11.0 M (36.1 FT) NORTHWEST OF THE CENTER OF A
 AU3317'DOCK, 1.8 M (5.9 FT) EAST OF AND LEVEL WITH THE ROAD, 1.4 M (4.6 FT)
 AU3317'NORTHEAST OF A POST NUMBERED 608+12 38, ON THE EXTENDED CENTER OF THE
 AU3317'STREET, AND THE MONUMENT IS 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 AU3317'NOTE--ACCESS TO THE DISK IS THROUGH A METAL MANHOLE COVER.
 AU3317
 AU3317                          STATION RECOVERY (1994)
 AU3317
 AU3317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3317'IN SOUTHPORT, AT THE INTERSECTION OF LEVEE ROAD AND MONTICELLO AVENUE,
 AU3317'5.1 M (16.7 FT) SOUTHWEST OF THE ROAD CENTER, 1.2 M (3.9 FT) NORTH OF
 AU3317'LEVEE MARKER POST NUMBER 608+1238, 0.5 M (1.6 FT) NORTHWEST OF THE
 AU3317'EXTENDED AVENUE CENTER, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD,
 AU3317'AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 AU3317'NOTE--ACCESS TO THE DISK IS THROUGH A METAL COVER.  THE ORIGINAL
 AU3317'STAMPING APPEARS TO HAVE BEEN ADDED TO AFTER INITIALLY SET, IT IS AS
 AU3317'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2449 ***********************************************************************
 AU2449  DESIGNATION -  PLUMB 1933
 AU2449  PID         -  AU2449
 AU2449  STATE/COUNTY-  LA/TERREBONNE
 AU2449  USGS QUAD   -  POINT AU FER NE (1994)
 AU2449
 AU2449                         *CURRENT SURVEY CONTROL
 AU2449  ___________________________________________________________________
 AU2449* NAD 83(1992)-  29 26 38.33570(N)    091 15 32.98971(W)     ADJUSTED  
 AU2449* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2449  ___________________________________________________________________
 AU2449  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU2449  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AU2449
 AU2449  HORZ ORDER  -  THIRD
 AU2449
 AU2449.The horizontal coordinates were established by classical geodetic methods
 AU2449.and adjusted by the National Geodetic Survey in January 1993..
 AU2449
 AU2449.The orthometric height was scaled from a topographic map.
 AU2449
 AU2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2449
 AU2449.The geoid height was determined by GEOID03.
 AU2449
 AU2449;                    North         East     Units Scale Factor Converg.
 AU2449;SPC LA S     -   104,639.010 1,007,195.701   MT  0.99997265   +0 02 13.5
 AU2449;SPC LA S     -   343,303.15  3,304,441.23   sFT  0.99997265   +0 02 13.5
 AU2449;UTM  15      - 3,258,437.782   668,841.202   MT  0.99995176   +0 51 21.4
 AU2449
 AU2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2449!SPC LA S     -   1.00000394  x   0.99997265  =   0.99997659
 AU2449!UTM  15      -   1.00000394  x   0.99995176  =   0.99995570
 AU2449
 AU2449                          SUPERSEDED SURVEY CONTROL
 AU2449
 AU2449  NAD 83(1986)-  29 26 38.35938(N)    091 15 32.98934(W) AD(       ) 3
 AU2449  NAD 27      -  29 26 37.56900(N)    091 15 32.60200(W) AD(       ) 3
 AU2449
 AU2449.Superseded values are not recommended for survey control.
 AU2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2449.See file dsdata.txt to determine how the superseded data were derived.
 AU2449
 AU2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6884158438(NAD 83)
 AU2449_MARKER: DS = TRIANGULATION STATION DISK
 AU2449_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2449_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2449
 AU2449  HISTORY     - Date     Condition        Report By
 AU2449  HISTORY     - 1933     MONUMENTED       CGS
 AU2449  HISTORY     - 1937     GOOD             SUNOCO
 AU2449  HISTORY     - 1940     GOOD             CGS
 AU2449  HISTORY     - 1943     SEE DESCRIPTION  CGS
 AU2449  HISTORY     - 1947     POOR             BAKER
 AU2449  HISTORY     - 1948     POOR             CGS
 AU2449  HISTORY     - 1955     POOR             CGS
 AU2449  HISTORY     - 1957     GOOD             CGS
 AU2449  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2449
 AU2449                          STATION DESCRIPTION
 AU2449
 AU2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2449'STATION IS ON THE W SIDE OF THE S POINT OF PLUMB ISLAND (A
 AU2449'SMALL ISLAND ABOUT 2 MILES SSE OF THE ATCHAFALAYA RIVER),
 AU2449'120 METERS (390 FEET) FROM THE SOUTHERNMOST POINT OF LAND,
 AU2449'13 METERS (43 FEET) E OF THE NEAREST POINT OF SHORE LINE,
 AU2449'AND IN VERY SOFT MARSH.
 AU2449'
 AU2449'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2449'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2449'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2449'INTO THE MARSH.
 AU2449'
 AU2449'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2449'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2449'OF A POLE DRIVEN INTO THE MARSH, AND IS 16.137 METERS (52.94
 AU2449'FEET) FROM THE STATION N 50 DEG E.
 AU2449'
 AU2449'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2449'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2449'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 15.330 METERS
 AU2449'(50.30 FEET) FROM THE STATION N 50 DEG E.
 AU2449'
 AU2449'THIS STATION MAY NOT LAST LONG, AS THE SHORE LINE IS ENCROACHING
 AU2449'ON THE MARSH AND STORM WATER PASSES OVER THEM.
 AU2449
 AU2449                          STATION RECOVERY (1937)
 AU2449
 AU2449'RECOVERY NOTE BY SUN OIL COMPANY 1937 (RMK)
 AU2449'STATION PLUMB WAS FOUND IN GOOD CONDITION.
 AU2449
 AU2449                          STATION RECOVERY (1940)
 AU2449
 AU2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PHG)
 AU2449'STATION WAS RECOVERED.  THE STATION IS NOW 2 FEET OFFSHORE.
 AU2449'TO THE W AND 150 FEET N OF THE MOST S PART OF THE ISLAND.
 AU2449'STATION IS VERY LOOSE ON ITS PILINGS.  REFERENCE MARKS WERE
 AU2449'NOT RECOVERED.
 AU2449
 AU2449                          STATION RECOVERY (1943)
 AU2449
 AU2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WSW)
 AU2449'STATION AND BOTH REFERENCE MARKS ARE NOW ABOUT 30 FEET OUT
 AU2449'IN ATCHAFALAYA BAY.  THEY ARE UNSTABLE AND MORE THAN LIKELY
 AU2449'WILL NOT LAST LONG.
 AU2449
 AU2449                          STATION RECOVERY (1947)
 AU2449
 AU2449'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947 (GLB)
 AU2449'STATION RECOVERED IN EXTREMELY POOR SHAPE.  SHORELINE ERODED
 AU2449'TO A POINT 50 FEET E OF STATION.  STATION (PILING CAPPED
 AU2449'WITH CONCRETE) CAN BE EASILY BROKEN OFF OF 2- BY 4-INCH
 AU2449'PILING.  IT IS ON W SIDE OF THE S POINT OF PLUMB ISLAND.
 AU2449
 AU2449                          STATION RECOVERY (1948)
 AU2449
 AU2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU2449'STATION AND REFERENCE MARK 1 RECOVERED IN POOR CONDITION.
 AU2449'THE STATION IS 40 METERS OFFSHORE AND HAS BEEN SOMEWHAT
 AU2449'REINFORCED BY A TRIANGULATION STRUCTURE OF 2 BY 4S DRIVEN
 AU2449'INTO THE MUD AROUND THE STATION.  THE STRUCTURE IS ABOUT
 AU2449'3 FEET HIGH.
 AU2449
 AU2449                          STATION RECOVERY (1955)
 AU2449
 AU2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2449'THE STATION MARK ONLY WAS RECOVERED IN POOR CONDITION.  IT
 AU2449'IS NOW ABOUT 50 M. OFFSHORE IN 4 FT. OF WATER.  THERE IS NOW
 AU2449'A 10-FT. STAND OVER THE STATION.
 AU2449
 AU2449                          STATION RECOVERY (1957)
 AU2449
 AU2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2449'THE STATION WAS RECOVERED IN FAIR CONDITION.  NEITHER REFERENCE
 AU2449'MARK WAS RECOVERED.  THE MARK WAS ABOUT 6 INCHES BELOW THE
 AU2449'WATER SURFACE AT THE TIME OF RECOVERY, AND HIGH WINDS AND
 AU2449'SOFT BOTTOM PREVENTED A MEASUREMENT TO THE APPARENT SHORELINE.
 AU2449'THE TOWER OVER THE STATION IS NOW 15 FEET TALL.  THE ORIGINAL
 AU2449'DESCRIPTION BY E.R. MC M. IN 1933 AND G.E.M. IN 1948 IS ADEQUATE
 AU2449
 AU2449                          STATION RECOVERY (1961)
 AU2449
 AU2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 AU2449'THE STATION WAS VISITED 4-25-61 AND WAS FOUND ABOUT 250 FEET
 AU2449'OUT IN THE WATER IN A FAIR CONDITION.  SINCE THIS WAS THE
 AU2449'ONLY CONTROL POINT IN THE IMMEDIATE VICINITY THE MARK WAS
 AU2449'MOVED TO A NEW LOCATION.  A NEW STATION PLUMB 2 1961 WAS
 AU2449'ESTABLISHED 529.13 FEET NORTHEAST OF THE STATION AND REFERENCE
 AU2449'MARK NO. 3 AND NO. 4 ESTABLISHED.  THE STATION WAS LEFT
 AU2449'AS FOUND BUT WILL BE SOON DESTROYED BY WAVE ACTION.
 AU2449'
 AU2449'SEE DESCRIPTION OF PLUMB 2 1961
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3269 ***********************************************************************
 AU3269  DESIGNATION -  PLUMB BAYOU
 AU3269  PID         -  AU3269
 AU3269  STATE/COUNTY-  LA/TERREBONNE
 AU3269  USGS QUAD   -  PLUMB BAYOU (1978)
 AU3269
 AU3269                         *CURRENT SURVEY CONTROL
 AU3269  ___________________________________________________________________
 AU3269* NAD 83(1992)-  29 26 03.43676(N)    091 10 13.88769(W)     ADJUSTED  
 AU3269* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AU3269  ___________________________________________________________________
 AU3269  X           -    -113,566.265 (meters)                     COMP
 AU3269  Y           -  -5,558,160.613 (meters)                     COMP
 AU3269  Z           -   3,115,901.223 (meters)                     COMP
 AU3269  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU3269  ELLIP HEIGHT-         -24.42  (meters)          (07/18/02) GPS OBS
 AU3269  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AU3269
 AU3269  HORZ ORDER  -  FIRST
 AU3269  ELLP ORDER  -  FOURTH    CLASS II
 AU3269
 AU3269.The horizontal coordinates were established by GPS observations
 AU3269.and adjusted by the National Geodetic Survey in January 1993..
 AU3269
 AU3269.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3269
 AU3269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3269
 AU3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3269
 AU3269.The ellipsoidal height was determined by GPS observations
 AU3269.and is referenced to NAD 83.
 AU3269
 AU3269.The geoid height was determined by GEOID03.
 AU3269
 AU3269;                    North         East     Units Scale Factor Converg.
 AU3269;SPC LA S     -   103,573.403 1,015,796.752   MT  0.99997429   +0 04 53.1
 AU3269;SPC LA S     -   339,807.07  3,332,659.84   sFT  0.99997429   +0 04 53.1
 AU3269;UTM  15      - 3,257,495.134   677,456.566   MT  0.99998858   +0 53 57.4
 AU3269
 AU3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3269!SPC LA S     -   1.00000384  x   0.99997429  =   0.99997813
 AU3269!UTM  15      -   1.00000384  x   0.99998858  =   0.99999242
 AU3269
 AU3269                          SUPERSEDED SURVEY CONTROL
 AU3269
 AU3269  ELLIP H (01/21/93)  -24.39   (m)                       GP(       ) 4 2
 AU3269  NAD 83(1986)-  29 26 03.45877(N)    091 10 13.88520(W) AD(       ) 1
 AU3269  NGVD 29 (04/21/89)    1.0    (m)            3.     (f) GPS OBS        
 AU3269
 AU3269.Superseded values are not recommended for survey control.
 AU3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3269.See file dsdata.txt to determine how the superseded data were derived.
 AU3269
 AU3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7745757495(NAD 83)
 AU3269_MARKER: I = METAL ROD
 AU3269_SETTING: 0 = UNSPECIFIED SETTING
 AU3269_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3269+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3269
 AU3269  HISTORY     - Date     Condition        Report By
 AU3269  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3269
 AU3269                          STATION DESCRIPTION
 AU3269
 AU3269'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3269'THE STATION IS LOCATED IN A MARSH, 17 MILES SOUTH OF MORGAN CITY, 33
 AU3269'MILES SOUTHWEST OF HOUMA, THE STATION IS A STEEL ROD 9/16 INCH IN
 AU3269'DIAMETER IN A PVC PIPE.
 AU3269'
 AU3269'THE STATION IS 2.4 FEET WEST OF A REFERENCE ROD, 10.0 FEET EAST OF
 AU3269'THE EAST BANK OF PLUMB BAYOU, AND 16.1 FEET EAST OF A 6 FOOT POST, 14
 AU3269'INCHES IN DIAMETER.
 AU3269'
 AU3269'TO BEACH THE STATION FROM THE BAYOU BLACK MARINA, BAYOU BLACK MARINA
 AU3269'IS 3 MILES SOUTHEAST OF GIBSON, GO 20 MILES DOWN PLUMB BAYOU TO
 AU3269'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0814 ***********************************************************************
 BJ0814  DESIGNATION -  PM 37 USE
 BJ0814  PID         -  BJ0814
 BJ0814  STATE/COUNTY-  LA/IBERVILLE
 BJ0814  USGS QUAD   -  ADDIS (1992)
 BJ0814
 BJ0814                         *CURRENT SURVEY CONTROL
 BJ0814  ___________________________________________________________________
 BJ0814* NAD 83(1986)-  30 15 31.     (N)    091 18 53.     (W)     SCALED    
 BJ0814* NAVD 88     -         4.009  (meters)      13.15   (feet)  ADJUSTED  
 BJ0814  ___________________________________________________________________
 BJ0814  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0814  DYNAMIC HT  -           4.004 (meters)      13.14  (feet)  COMP
 BJ0814  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 BJ0814
 BJ0814  VERT ORDER  -  FIRST     CLASS I
 BJ0814
 BJ0814.The horizontal coordinates were scaled from a topographic map and have
 BJ0814.an estimated accuracy of +/- 6 seconds.
 BJ0814
 BJ0814.The orthometric height was determined by differential leveling
 BJ0814.and adjusted by the National Geodetic Survey in February 1994..
 BJ0814
 BJ0814.The geoid height was determined by GEOID03.
 BJ0814
 BJ0814.The dynamic height is computed by dividing the NAVD 88
 BJ0814.geopotential number by the normal gravity value computed on the
 BJ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0814.degrees latitude (g = 980.6199 gals.).
 BJ0814
 BJ0814.The modeled gravity was interpolated from observed gravity values.
 BJ0814
 BJ0814;                    North         East    Units  Estimated Accuracy
 BJ0814;SPC LA S     -   194,930.    1,001,790.      MT  (+/- 180 meters Scaled)
 BJ0814
 BJ0814                          SUPERSEDED SURVEY CONTROL
 BJ0814
 BJ0814  NGVD 29 (??/??/??)    4.026  (m)           13.21   (f) ADJUSTED    1 1
 BJ0814
 BJ0814.Superseded values are not recommended for survey control.
 BJ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0814.See file dsdata.txt to determine how the superseded data were derived.
 BJ0814
 BJ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP621486(NAD 83)
 BJ0814_MARKER: DD = SURVEY DISK
 BJ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0814_STAMPING: PM 37 377+68 14.57 MLG
 BJ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0814+STABILITY: SURFACE MOTION
 BJ0814
 BJ0814  HISTORY     - Date     Condition        Report By
 BJ0814  HISTORY     - UNK      MONUMENTED       DOD
 BJ0814  HISTORY     - 1964     GOOD             CGS
 BJ0814  HISTORY     - 1976     GOOD             NGS
 BJ0814
 BJ0814                          STATION DESCRIPTION
 BJ0814
 BJ0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0814'2.9 MI W FROM CRESCENT.
 BJ0814'ABOUT 2.8 MILES WEST ALONG STATE ROAD 3066 FROM THE MT. ZION CHURCH AT
 BJ0814'CRESCENT, THENCE 0.1 MILE NORTHWEST ALONG A PRIVATE ROAD, ABOUT 100
 BJ0814'YARDS NORTHWEST OF AN OFFICE BUILDING BELONGING TO J.R. RAIBLE, 155
 BJ0814'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 50 FEET NORTHWEST
 BJ0814'OF A 6-INCH CHINABERRY TREE, 14 FEET SOUTHWEST OF THE SOUTHWEST BANK
 BJ0814'OF PLAQUEMINE BAYOU, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BJ0814'2 INCHES.
 BJ0814
 BJ0814                          STATION RECOVERY (1976)
 BJ0814
 BJ0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0814'6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0814'FROM THE POST OFFICE, THENCE 0.1 MILE NORTHWEST ALONG A SHELL ROAD TO
 BJ0814'THE GRIEF BROTHERS CORPORATION, ABOUT 100 YDS NORTHWEST OF MR J.R.
 BJ0814'RAIBLES OFFICE BUILDING, 155 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0814'ROAD, 10 FT SOUTHWEST OF THE NORTHEAST EDGE OF A CLEARING, 50 FT
 BJ0814'NORTHWEST OF A 6-INCH CHINABERRY TREE, 14 FT SOUTHWEST OF THE SOUTH-
 BJ0814'WEST BANK OF PLAQUEMINE BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0819 ***********************************************************************
 BJ0819  DESIGNATION -  PM 51 USE
 BJ0819  PID         -  BJ0819
 BJ0819  STATE/COUNTY-  LA/IBERVILLE
 BJ0819  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0819
 BJ0819                         *CURRENT SURVEY CONTROL
 BJ0819  ___________________________________________________________________
 BJ0819* NAD 83(1986)-  30 13 11.     (N)    091 19 04.     (W)     SCALED    
 BJ0819* NAVD 88     -         3.935  (meters)      12.91   (feet)  ADJUSTED  
 BJ0819  ___________________________________________________________________
 BJ0819  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0819  DYNAMIC HT  -           3.930 (meters)      12.89  (feet)  COMP
 BJ0819  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 BJ0819
 BJ0819  VERT ORDER  -  FIRST     CLASS I
 BJ0819
 BJ0819.The horizontal coordinates were scaled from a topographic map and have
 BJ0819.an estimated accuracy of +/- 6 seconds.
 BJ0819
 BJ0819.The orthometric height was determined by differential leveling
 BJ0819.and adjusted by the National Geodetic Survey in February 1994..
 BJ0819
 BJ0819.The geoid height was determined by GEOID03.
 BJ0819
 BJ0819.The dynamic height is computed by dividing the NAVD 88
 BJ0819.geopotential number by the normal gravity value computed on the
 BJ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0819.degrees latitude (g = 980.6199 gals.).
 BJ0819
 BJ0819.The modeled gravity was interpolated from observed gravity values.
 BJ0819
 BJ0819;                    North         East    Units  Estimated Accuracy
 BJ0819;SPC LA S     -   190,620.    1,001,500.      MT  (+/- 180 meters Scaled)
 BJ0819
 BJ0819                          SUPERSEDED SURVEY CONTROL
 BJ0819
 BJ0819  NGVD 29 (??/??/??)    3.958  (m)           12.99   (f) ADJUSTED    1 1
 BJ0819
 BJ0819.Superseded values are not recommended for survey control.
 BJ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0819.See file dsdata.txt to determine how the superseded data were derived.
 BJ0819
 BJ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP618443(NAD 83)
 BJ0819_MARKER: DD = SURVEY DISK
 BJ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0819_STAMPING: P.M. 51 554+41 14.87 MLG
 BJ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0819+STABILITY: SURFACE MOTION
 BJ0819
 BJ0819  HISTORY     - Date     Condition        Report By
 BJ0819  HISTORY     - UNK      MONUMENTED       DOD
 BJ0819  HISTORY     - 1964     GOOD             CGS
 BJ0819  HISTORY     - 1965     GOOD             CGS
 BJ0819  HISTORY     - 1976     GOOD             NGS
 BJ0819
 BJ0819                          STATION DESCRIPTION
 BJ0819
 BJ0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0819'5.85 MI SW FROM CRESCENT.
 BJ0819'ABOUT 5.85 MILES SOUTHWEST ALONG STATE ROAD 3066 FROM THE MT. ZION
 BJ0819'CHURCH AT CRESCENT, ON THE EAST BANK AND NEAR THE EDGE OF PLAQUEMINE
 BJ0819'BAYOU, 268 FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE ROAD
 BJ0819'AND STATE ROAD 75, 197 FEET WEST OF THE NORTHWEST CORNER OF THE JACK
 BJ0819'MILLER STORE, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET
 BJ0819'NORTH OF AN 18-INCH GUM TREE BEARING A WITNESS SHIELD ON THE EAST
 BJ0819'SIDE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ0819'PROJECTING 1 INCH.
 BJ0819
 BJ0819                          STATION RECOVERY (1965)
 BJ0819
 BJ0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ0819'RECOVERED IN GOOD CONDITION.
 BJ0819
 BJ0819                          STATION RECOVERY (1976)
 BJ0819
 BJ0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0819'5.8 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE GRAND RIVER BRIDGE,
 BJ0819'THENCE O.1 MILE NORTH ALONG STATE HIGHWAY 3066, 269 FT NORTH OF THE
 BJ0819'JUNCTION OF STATE HIGHWAY 75 LEADING NORTHEAST, ON THE EAST BANK OF
 BJ0819'THE PLAQUEMINE BAYOU, 23 FT WEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0819'152.1 FT WEST OF AND ACROSS THE HIGHWAY FROM A STORE BUILDING, 144 FT
 BJ0819'NORTH OF T JUNCTION POWER LINE POLE NUMBER 198-25, 15 FT NORTH OF A
 BJ0819'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0713 ***********************************************************************
 AV0713  DESIGNATION -  PO 126 A
 AV0713  PID         -  AV0713
 AV0713  STATE/COUNTY-  LA/CAMERON
 AV0713  USGS QUAD   -  
 AV0713
 AV0713                         *CURRENT SURVEY CONTROL
 AV0713  ___________________________________________________________________
 AV0713* NAD 83(1992)-  29 06 15.42301(N)    092 39 07.76531(W)     ADJUSTED  
 AV0713* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0713  ___________________________________________________________________
 AV0713  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AV0713  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AV0713
 AV0713  HORZ ORDER  -  SECOND
 AV0713
 AV0713.The horizontal coordinates were established by classical geodetic methods
 AV0713.and adjusted by the National Geodetic Survey in January 1993..
 AV0713
 AV0713.The orthometric height was scaled from a topographic map.
 AV0713
 AV0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0713
 AV0713.The geoid height was determined by GEOID03.
 AV0713
 AV0713;                    North         East     Units Scale Factor Converg.
 AV0713;SPC LA S     -    67,722.967   871,621.231   MT  1.00004719   -0 39 33.9
 AV0713;SPC LA S     -   222,187.77  2,859,643.99   sFT  1.00004719   -0 39 33.9
 AV0713;UTM  15      - 3,219,589.471   533,845.930   MT  0.99961414   +0 10 09.1
 AV0713
 AV0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0713!SPC LA S     -   1.00000387  x   1.00004719  =   1.00005106
 AV0713!UTM  15      -   1.00000387  x   0.99961414  =   0.99961801
 AV0713
 AV0713:                Primary Azimuth Mark                     Grid Az
 AV0713:SPC LA S     -  SU 102 A                                 045 05 37.2
 AV0713:UTM  15      -  SU 102 A                                 044 15 54.2
 AV0713
 AV0713|---------------------------------------------------------------------|
 AV0713| PID    Reference Object                     Distance      Geod. Az  |
 AV0713|                                                           dddmmss.s |
 AV0713| AV0710 SU 102 A                            APPROX. 7.2 KM 0442603.3 |
 AV0713| CV9284 PO 126 A RM 1                        11.240 METERS 12100     |
 AV0713| CV9285 PO 126 A RM 2                         6.068 METERS 23054     |
 AV0713|---------------------------------------------------------------------|
 AV0713
 AV0713                          SUPERSEDED SURVEY CONTROL
 AV0713
 AV0713  NAD 83(1986)-  29 06 15.44647(N)    092 39 07.74875(W) AD(       ) 2
 AV0713
 AV0713.Superseded values are not recommended for survey control.
 AV0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0713.See file dsdata.txt to determine how the superseded data were derived.
 AV0713
 AV0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3384619589(NAD 83)
 AV0713_MARKER: H = DRILL HOLE
 AV0713_SETTING: 0 = UNSPECIFIED SETTING
 AV0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0713
 AV0713  HISTORY     - Date     Condition        Report By
 AV0713  HISTORY     - 1963     MONUMENTED       CGS
 AV0713
 AV0713                          STATION DESCRIPTION
 AV0713
 AV0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0713'STATION IS LOCATED IN THE GULF OF MEXICO ON A PURE-OHIO-SUN-SEABOARD
 AV0713'OIL COMPANY PLATFORM, IN BLOCK 126 FIELD OF THE EAST CAMERON AREA.
 AV0713'IT IS ABOUT 62 MILES SOUTHEAST OF CAMERON AND ABOUT 32 MILES SOUTH
 AV0713'OF THE LOUISIANA COASTLINE.  THE PLATFORM IS SUPPORTED BY A STEEL
 AV0713'STRUCTURE, WHICH IS ABOUT 50 FEET ABOVE THE WATER AND MEASURES
 AV0713'ABOUT 52 X 140 FEET.
 AV0713'
 AV0713'STATION MARK IS LOCATED ON TOP OF THE SECOND I BEAM COUNTING FROM THE
 AV0713'NORTH SIDE OF THE PLATFORM, THE I BEAM IS 30 INCHES WIDE AND ABOUT
 AV0713'FLUSH WITH THE TOP OF THE PLATFORM.  THE MARK IS A 1/4 INCH DRILL
 AV0713'HOLE SURROUNDED BY 3 OTHER 1/4 INCH DRILL HOLES TO FORM A
 AV0713'TRIANGLE, AND IS STAMPED P.O. 126 A 1963.  IT IS 74-1/2 FEET
 AV0713'SOUTHEAST OF THE CENTER OF THE TOP STEP OF THE STAIRWAY, WHICH IS
 AV0713'AT THE NORTHWEST CORNER OF PLATFORM, 60.3 FEET EAST OF THE WEST
 AV0713'END OF PLATFORM, 22.9 FEET WEST OF THE MOST WESTERLY ONE OF
 AV0713'TWO WELL HEADS, 21.4 FEET SOUTH OF THE NORTH EDGE OF PLATFORM AND
 AV0713'3.9 FEET EAST OF THE WEST END OF THE I BEAM.
 AV0713'
 AV0713'REFERENCE MARK NO. 1 IS ON TOP OF THE FIRST I BEAM COUNTING FROM THE
 AV0713'NORTH SIDE OF THE PLATFORM, THE I BEAM IS 15 INCHES WIDE AND ABOUT
 AV0713'FLUSH WITH THE PLATFORM.  THE MARK IS A 1/4 INCH DRILL HOLE
 AV0713'SURROUNDED BY 3 OTHER 1/4 INCH DRILL HOLES TO FORM A TRIANGLE, AND
 AV0713'IS STAMPED R M 1.  IT IS 66.4 FEET WEST OF THE EAST END OF PLATFORM
 AV0713'AND I BEAM, 11.0 FEET SOUTH OF THE NORTH EDGE OF PLATFORM AND
 AV0713'19.8 FEET NORTHEAST OF THE CENTER OF THE MOST WESTERLY OF TWO
 AV0713'WELL HEADS.
 AV0713'
 AV0713'REFERENCE MARK NO. 2 IS ON TOP OF THE FIRST I BEAM FROM THE SOUTH
 AV0713'SIDE OF THE PLATFORM, THE I BEAM IS 15 INCHES WIDE AND ABOUT FLUSH
 AV0713'WITH PLATFORM.  THE MARK IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3
 AV0713'OTHER 1/4 INCH DRILL HOLES TO FORM A TRIANGLE, AND IS STAMPED R M
 AV0713'2.  IT IS 28.2 FEET SOUTHWEST OF THE WESTERLY ONE OF TWO WELL
 AV0713'HEADS, 11.1 FEET NORTH OF THE SOUTH SIDE OF THE PLATFORM AND 2.65
 AV0713'FEET EAST OF THE WEST END OF I BEAM.
 AV0713'
 AV0713'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2866 ***********************************************************************
 CP2866  DESIGNATION -  POGUE
 CP2866  PID         -  CP2866
 CP2866  STATE/COUNTY-  LA/EAST CARROLL
 CP2866  USGS QUAD   -  CARAWAY LAKE (1986)
 CP2866
 CP2866                         *CURRENT SURVEY CONTROL
 CP2866  ___________________________________________________________________
 CP2866* NAD 83(1992)-  32 39 59.94388(N)    091 18 54.38728(W)     ADJUSTED  
 CP2866* NAVD 88     -        27.9    (meters)      92.     (feet)  VERTCON   
 CP2866  ___________________________________________________________________
 CP2866  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CP2866  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP2866
 CP2866  HORZ ORDER  -  SECOND
 CP2866
 CP2866.The horizontal coordinates were established by classical geodetic methods
 CP2866.and adjusted by the National Geodetic Survey in May 1994..
 CP2866
 CP2866.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2866
 CP2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2866
 CP2866.The geoid height was determined by GEOID03.
 CP2866
 CP2866;                    North         East     Units Scale Factor Converg.
 CP2866;SPC LA N     -   240,842.806 1,111,144.315   MT  1.00000000   +0 37 35.2
 CP2866;SPC LA N     -   790,165.11  3,645,479.31   sFT  1.00000000   +0 37 35.2
 CP2866;UTM  15      - 3,615,586.933   657,994.417   MT  0.99990781   +0 54 34.6
 CP2866
 CP2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2866!SPC LA N     -   0.99999971  x   1.00000000  =   0.99999971
 CP2866!UTM  15      -   0.99999971  x   0.99990781  =   0.99990752
 CP2866
 CP2866:                Primary Azimuth Mark                     Grid Az
 CP2866:SPC LA N     -  POGUE AZ MK                              017 36 47.4
 CP2866:UTM  15      -  POGUE AZ MK                              017 19 48.0
 CP2866
 CP2866|---------------------------------------------------------------------|
 CP2866| PID    Reference Object                     Distance      Geod. Az  |
 CP2866|                                                           dddmmss.s |
 CP2866| CP3433 POGUE AZ MK                         APPROX. 0.8 KM 0181422.6 |
 CP2866| CY4487 POGUE RM 1                           13.280 METERS 04334     |
 CP2866| CP3402 POGUE RM 3                           15.317 METERS 31047     |
 CP2866| CP2867 POGUE RM 2                           15.309 METERS 31059     |
 CP2866| CP3434 POGUE AZ MK 2                       APPROX. 0.7 KM 3170314.8 |
 CP2866|---------------------------------------------------------------------|
 CP2866
 CP2866                          SUPERSEDED SURVEY CONTROL
 CP2866
 CP2866  NAD 83(1992)-  32 39 59.94839(N)    091 18 54.38329(W) AD(       ) 2
 CP2866  NAD 83(1986)-  32 39 59.95676(N)    091 18 54.38095(W) AD(       ) 2
 CP2866  NAD 27      -  32 39 59.47357(N)    091 18 53.97447(W) AD(       ) 2
 CP2866  NGVD 29 (07/19/86)   28.0    (m)           92.     (f) VERT ANG       
 CP2866
 CP2866.Superseded values are not recommended for survey control.
 CP2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2866.See file dsdata.txt to determine how the superseded data were derived.
 CP2866
 CP2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5799415587(NAD 83)
 CP2866_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CP2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2866+STABILITY: SURFACE MOTION
 CP2866
 CP2866  HISTORY     - Date     Condition        Report By
 CP2866  HISTORY     - 1970     MONUMENTED       LADTD
 CP2866  HISTORY     - 1978     GOOD             LADTD
 CP2866
 CP2866                          STATION DESCRIPTION
 CP2866
 CP2866'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2866'THE STATION IS LOCATED 12 MILES SOUTHWEST OF LAKE PROVIDENCE AND
 CP2866'8 MILES WEST OF TRANSYLVANIA IN THE NORTHWEST QUARTER OF SECTION
 CP2866'2, T19N, R11E AND ON THE PROPERTY OF MR. CARL POGUE, LAKE
 CP2866'PROVIDENCE, LOUISIANA.
 CP2866'
 CP2866'TO REACH THE STATION FROM THE POST OFFICE IN TRANSYLVANIA, DRIVE
 CP2866'WEST ALONG STATE HIGHWAY 881 FOR 8.0 MILES TO ITS INTERSECTION
 CP2866'WITH STATE HIGHWAY 134, THENCE LEFT AND SOUTH ALONG STATE HIGHWAY
 CP2866'134 FOR 1.0 MILE TO A SURFACED ROAD LEADING NORTH.  THE STATION IS
 CP2866'IN THE NORTHWEST QUARDRANT OF THE INTERSECTION NEAR A TRACTOR
 CP2866'SHED.
 CP2866'
 CP2866'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 CP2866'STATE HIGHWAY 134 FOR 0.4 MILE TO THE MARK WHICH IS SET TO THE
 CP2866'LEFT AND WEST OF THE HIGHWAY NEAR AN OAK TREE.
 CP2866'
 CP2866'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTHWEST ALONG
 CP2866'A BLACKTOP PARISH ROAD FOR 0.3 MILE TO THE MARK WHICH IS SET TO
 CP2866'THE RIGHT AND EAST OF THE HIGHWAY NEAR A POWER POLE AND A TREE.
 CP2866'
 CP2866'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2866'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2866'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2866'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 CP2866'OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2866'STAMPED POGUE 1970.  IT IS 65 FEET NORTH-NORTHWEST OF A POWER
 CP2866'POLE, 57 FEET EAST-NORTHEAST OF THE CENTER OF A PARISH ROAD, 21
 CP2866'FEET EAST OF A POWER POLE, 4 FEET WEST-SOUTHWEST OF THE
 CP2866'NORTHWEST CORNER OF A TRACTOR SHED, AND 2 FEET WEST-SOUTHWEST OF
 CP2866'A METAL WITNESS POST.
 CP2866'
 CP2866'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT
 CP2866'OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP2866'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2866'INCHES.  IT IS STAMPED POGUE R.M. 1 1970.  IT IS 100 FEET
 CP2866'EAST-NORTHEAST OF THE CENTER OF A BLACKTOP ROAD, 64 FEET EAST
 CP2866'OF A POWER POLE, AND 2 FEET NORTH OF THE NORTHEAST CORNER OF
 CP2866'A TRACTOR SHED.
 CP2866'
 CP2866'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2866'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2866'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2866'STAMPED POGUE R.M. 2 1970.  IT IS 70 FEET SOUTH-SOUTHEAST OF
 CP2866'THE SOUTHWEST CORNER OF A SMALL BUILDING, 51 FEET NORTHWEST OF
 CP2866'THE NORTHWEST CORNER OF A TRACTOR SHED, 48 FEET EAST-NORTHEAST
 CP2866'OF THE CENTER OF A PARISH ROAD AND 46 FEET NORTH-NORTHWEST OF A
 CP2866'POWER POLE.
 CP2866'
 CP2866'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2866'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2866'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2866'STAMPED POGUE AZ MK 1970.  IT IS 175 FEET NORTHWEST OF A 10 INCH
 CP2866'OAK TREE, 58 FEET WEST OF THE CENTER OF STATE HIGHWAY 134, 1
 CP2866'FOOT SOUTH OF A POWER POLE, AND 1 FOOT SOUTH OF A METAL WITNESS
 CP2866'POST.
 CP2866'
 CP2866'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2866'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2866'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2866'STAMPED POGUE AZ MK 2 1970.  IT IS 108 FEET NORTH - NORTHWEST OF
 CP2866'A POWER POLE, 79 FEET SOUTH OF A 24 INCH OAK TREE, 20 FEET EAST
 CP2866'OF THE CENTER OF A BLACKTOP ROAD, AND 1 FOOT EAST OF A METAL
 CP2866'WITNESS POST.
 CP2866'
 CP2866'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2866
 CP2866                          STATION RECOVERY (1978)
 CP2866
 CP2866'RECOVERY NOTE BY LA TRANSP AND DEV 1978 (TM)
 CP2866'THE STATION MARK, REFERENCE MARK 1, AZIMUTH MARK AND
 CP2866'AZIMUTH MARK 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CP2866'REFERENCE MARK 2 WAS FOUND WITH TOP SHEARED OFF.  REFERENCE
 CP2866'MARK 3 WAS SET THIS DATE.
 CP2866'
 CP2866'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTHWEST
 CP2866'OF LAKE PROVIDENCE AND 12.9 KM (8 MI) WEST OF TRANSYLVANIA
 CP2866'IN THE NORTHWEST QUARTER OF SECTION 2, T 19 N,
 CP2866'R 11 E,  - - OWNERSHIP - MR CARL POGUE, LAKE PROVIDENCE,
 CP2866'LOUISIANA.
 CP2866'
 CP2866'TO REACH THE STATION FROM THE POST OFFICE IN TRANSYLVANIA,
 CP2866'GO WEST ON STATE HIGHWAY 881 FOR ABOUT 12.9 KM (8 MI)
 CP2866'TO THE INTERSECTION WITH STATE HIGHWAY 134, THENCE SOUTH
 CP2866'(LEFT) ON HIGHWAY 134 FOR 1.6 KM (1 MI) TO A SURFACED ROAD
 CP2866'LEADING NORTH WITH THE STATION SET IN THE NORTHEAST QUADRANT
 CP2866'OF THE INTERSECTION NEAR A TRACTOR SHED.
 CP2866'
 CP2866'THE STATION IS A STANDARD LADH DISK STAMPED---POGUE
 CP2866'1970---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 CP2866'12 INCHES (30 CM) IN DIAMETER, RECESSED 2 INCHES (5 CM) BELOW
 CP2866'THE GROUND.
 CP2866'
 CP2866'LOCATED 60 FEET (18.3 METERS) NNW FROM THE SOUTHWEST
 CP2866'CORNER OF A METAL MACHINE SHELTER, 57.5 FEET (17.5 METERS)
 CP2866'ENE FROM THE CENTER OF THE SURFACED PARISH ROAD, 21 FEET
 CP2866'(6.4 METERS) ENE FROM A POWER POLE, 3.5 FEET (1.1 METERS)
 CP2866'SW FROM THE NORTHWEST CORNER OF A MACHINE SHELTER WITH SHED,
 CP2866'3.5 FEET (0.8 METERS) SW FROM A METAL WITNESS POST WITH
 CP2866'SIGN ATTACHED.
 CP2866'
 CP2866'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED---
 CP2866'POGUE 1970---SET INTO AN IRREGULAR MASS
 CP2866'OF CONCRETE 3 FEET (0.9 METERS) BELOW THE SURFACE.
 CP2866'
 CP2866'REFERENCE MARK NO 1 IS A STANDARD LADH DISK STAMPED---
 CP2866'POGUE RM 1 1970---SET INTO THE TOP OF A ROUND
 CP2866'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH WITH
 CP2866'GROUND.
 CP2866'
 CP2866'LOCATED 100 FEET (30.5 METERS) ENE FROM THE CENTER OF A
 CP2866'SURFACED PARISH ROAD, 64 FEET (19.5 METERS) E FROM A
 CP2866'POWER POLE, 2 FEET (0.6 METERS) N FROM THE
 CP2866'NORTHEAST CORNER OF A MACHINE SHELTER.
 CP2866'
 CP2866'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED---
 CP2866'POGUE RM 3 1978---SET INTO THE TOP OF A ROUND CONCRETE
 CP2866'MONUMENT, 12 INCHES (30 CM), RECESSED 3 INCHES (7.6 CM)
 CP2866'BELOW THE GROUND.
 CP2866'
 CP2866'LOCATED 51 FEET (15.5 METERS) NW FROM THE NORTHWEST
 CP2866'CORNER OF THE MACHINE SHELTER, 47 FEET (14.3 METERS) NNW
 CP2866'FROM A POWER POLE, 45.5 METERS (13.9 FT) NE FROM THE CENTER
 CP2866'OF THE SURFACED PARISH ROAD.
 CP2866'
 CP2866'AZIMUTH MARK NO 1 IS A STANDARD LADH DISK STAMPED---
 CP2866'POGUE AZ MK 1970---SET INTO THE TOP OF A ROUND CONCRETE
 CP2866'MONUMENT, 12 INCHES (30 CM) IN DIAMETER FLUSH WITH GROUND.
 CP2866'
 CP2866'LOCATED 175 FEET (53.3 METERS) NW FROM A 10 INCH OAK TREE,
 CP2866'58 FEET (17.7 METERS) W FROM THE CENTER OF HIGHWAY 134,
 CP2866'1 FT(0.3 METERS) S FROM A POWER POLE, 1 FOOT (0.3 METERS)
 CP2866'S FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2866'
 CP2866'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE
 CP2866'NORTHEAST ON STATE HIGHWAY 134 FOR ABOUT 0.6 KM (0.4 MI)
 CP2866'TO THE MARK ON THE LEFT NEAR AN OAK TREE.
 CP2866'
 CP2866'AZIMUTH MARK NO. 2 IS A STANDARD LADH DISK STAMPED---
 CP2866'POGUE AZ MK 2 1970---SET INTO THE TOP OF A ROUND
 CP2866'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER RECESSED
 CP2866'10 INCHES (25 CM) BELOW THE GROUND.
 CP2866'
 CP2866'LOCATED 107.5 FEET (32.8 METERS) NNW FROM A POWER POLE,
 CP2866'79 FEET (24.1 METERS) S FROM A 24-INCH OAK TREE, 21 FEET
 CP2866'(6.4 METERS) E FROM THE CENTER OF A BLACKTOP PARISH ROAD,
 CP2866'2 FEET (0.6 METERS) E FROM A METAL WITNESS POST WITH SIGN
 CP2866'ATTACHED.
 CP2866'
 CP2866'TO THE AZIMUTH MARK FROM THE STATION DRIVE NORTHWEST ON A BLACKTOP
 CP2866'PARISH ROAD FOR ABOUT 0.5 KM (0.3 MI) TO THE MARK ON THE RIGHT
 CP2866'NEAR A POWER POLE AND A TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3433 ***********************************************************************
 CP3433  DESIGNATION -  POGUE AZ MK
 CP3433  PID         -  CP3433
 CP3433  STATE/COUNTY-  LA/EAST CARROLL
 CP3433  USGS QUAD   -  CARAWAY LAKE (1986)
 CP3433
 CP3433                         *CURRENT SURVEY CONTROL
 CP3433  ___________________________________________________________________
 CP3433* NAD 83(1992)-  32 40 24.50237(N)    091 18 44.81829(W)     ADJUSTED  
 CP3433* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 CP3433  ___________________________________________________________________
 CP3433  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CP3433  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CP3433
 CP3433  HORZ ORDER  -  THIRD
 CP3433
 CP3433.The horizontal coordinates were established by classical geodetic methods
 CP3433.and adjusted by the National Geodetic Survey in May 1994..
 CP3433
 CP3433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3433
 CP3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3433
 CP3433.The geoid height was determined by GEOID03.
 CP3433
 CP3433;                    North         East     Units Scale Factor Converg.
 CP3433;SPC LA N     -   241,602.018 1,111,385.343   MT  1.00000156   +0 37 40.3
 CP3433;SPC LA N     -   792,655.95  3,646,270.08   sFT  1.00000156   +0 37 40.3
 CP3433;UTM  15      - 3,616,347.257   658,231.667   MT  0.99990873   +0 54 40.4
 CP3433
 CP3433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3433!SPC LA N     -   0.99999980  x   1.00000156  =   1.00000136
 CP3433!UTM  15      -   0.99999980  x   0.99990873  =   0.99990853
 CP3433
 CP3433                          SUPERSEDED SURVEY CONTROL
 CP3433
 CP3433  NAD 83(1992)-  32 40 24.50689(N)    091 18 44.81437(W) AD(       ) 3
 CP3433  NGVD 29 (05/14/93)   27.4    (m)           90.     (f) VERT ANG       
 CP3433
 CP3433.Superseded values are not recommended for survey control.
 CP3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3433.See file dsdata.txt to determine how the superseded data were derived.
 CP3433
 CP3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5823216347(NAD 83)
 CP3433_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CP3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3433+STABILITY: SURFACE MOTION
 CP3433
 CP3433  HISTORY     - Date     Condition        Report By
 CP3433  HISTORY     - 1970     MONUMENTED       LADTD
 CP3433  HISTORY     - 1978     GOOD             LADTD
 CP3433
 CP3433                          STATION DESCRIPTION
 CP3433
 CP3433'DESCRIBED BY LA TRANSP AND DEV 1970
 CP3433'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI) SOUTHWEST
 CP3433'OF LAKE PROVIDENCE AND 12.9 KM (8 MI) WEST OF TRANSYLVANIA.
 CP3433'
 CP3433'TO REACH THE STATION FROM THE POST OFFICE IN TRANSYLVANIA, GO
 CP3433'WEST ON STATE HIGHWAY 881 FOR ABOUT 12.9 KM (8 MI) TO THE
 CP3433'INTERSECTION WITH STATE HIGHWAY 13Y, THENCE SOUTH (LEFT) ON
 CP3433'HIGHWAY 13Y FOR 1 KM (0.6 MI) TO THE MARK ON THE RIGHT NEAR AN
 CP3433'OAK TREE.
 CP3433'
 CP3433'THE STATION IS A STANDARD LADH DISK STAMPED---POGUE AZ MK
 CP3433'1970---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 CP3433'12 INCHES(30 CM)IN DIAMETER FLUSH WITH GROUND.
 CP3433'
 CP3433'LOCATED 175 FEET(53.3 METERS)NORTHWEST FROM A 10-INCH OAK
 CP3433'TREE, 58 FEET(17.7 METERS)WEST FROM THE CENTER OF HIGHWAY
 CP3433'13Y, 1 FOOT(0.3 METERS)SOUTH OF A POWER POLE, 1 FOOT
 CP3433'(0.3 METERS)SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP3433
 CP3433                          STATION RECOVERY (1978)
 CP3433
 CP3433'RECOVERY NOTE BY LA TRANSP AND DEV 1978 (TM)
 CP3433'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI) SOUTHWEST
 CP3433'OF LAKE PROVIDENCE AND 12.9 KM (8 MI) WEST OF TRANSYLVANIA.
 CP3433'
 CP3433'TO REACH THE STATION FROM THE POST OFFICE IN TRANSYLVANIA, GO
 CP3433'WEST ON STATE HIGHWAY 881 FOR ABOUT 12.9 KM (8 MI) TO THE
 CP3433'INTERSECTION WITH STATE HIGHWAY 13Y, THENCE SOUTH (LEFT) ON
 CP3433'HIGHWAY 13Y FOR 1 KM (0.6 MI) TO THE MARK ON THE RIGHT NEAR AN
 CP3433'OAK TREE.
 CP3433'THE STATION IS A STANDARD LADH DISK STAMPED---POGUE AZ MK
 CP3433'1970---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 CP3433'12 INCHES 30 CM IN DIAMETER FLUSH WITH GROUND.
 CP3433'
 CP3433'LOCATED 175 FEET AND 53.3 METERS NORTHWEST FROM A 10-INCH OAK
 CP3433'TREE, 58 FEET AND 17.7 METERS WEST FROM THE CENTER OF HIGHWAY
 CP3433'13Y, 1 FOOT AND 0.3 METERS SOUTH OF A POWER POLE, 1 FOOT AND
 CP3433'0.3 METERS SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3434 ***********************************************************************
 CP3434  DESIGNATION -  POGUE AZ MK 2
 CP3434  PID         -  CP3434
 CP3434  STATE/COUNTY-  LA/EAST CARROLL
 CP3434  USGS QUAD   -  CARAWAY LAKE (1986)
 CP3434
 CP3434                         *CURRENT SURVEY CONTROL
 CP3434  ___________________________________________________________________
 CP3434* NAD 83(1992)-  32 40 16.03702(N)    091 19 12.09710(W)     ADJUSTED  
 CP3434* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 CP3434  ___________________________________________________________________
 CP3434  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CP3434  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP3434
 CP3434  HORZ ORDER  -  THIRD
 CP3434
 CP3434.The horizontal coordinates were established by classical geodetic methods
 CP3434.and adjusted by the National Geodetic Survey in May 1994..
 CP3434
 CP3434.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3434
 CP3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3434
 CP3434.The geoid height was determined by GEOID03.
 CP3434
 CP3434;                    North         East     Units Scale Factor Converg.
 CP3434;SPC LA N     -   241,333.494 1,110,677.490   MT  1.00000102   +0 37 25.9
 CP3434;SPC LA N     -   791,774.97  3,643,947.73   sFT  1.00000102   +0 37 25.9
 CP3434;UTM  15      - 3,616,075.262   657,525.217   MT  0.99990598   +0 54 25.4
 CP3434
 CP3434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3434!SPC LA N     -   0.99999967  x   1.00000102  =   1.00000069
 CP3434!UTM  15      -   0.99999967  x   0.99990598  =   0.99990565
 CP3434
 CP3434                          SUPERSEDED SURVEY CONTROL
 CP3434
 CP3434  NAD 83(1992)-  32 40 16.04148(N)    091 19 12.09318(W) AD(       ) 3
 CP3434  NGVD 29 (05/14/93)   28.2    (m)           93.     (f) VERT ANG       
 CP3434
 CP3434.Superseded values are not recommended for survey control.
 CP3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3434.See file dsdata.txt to determine how the superseded data were derived.
 CP3434
 CP3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5752516075(NAD 83)
 CP3434_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CP3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3434+STABILITY: SURFACE MOTION
 CP3434
 CP3434  HISTORY     - Date     Condition        Report By
 CP3434  HISTORY     - 1970     MONUMENTED       LADH
 CP3434  HISTORY     - 1978     GOOD             LADTD
 CP3434  HISTORY     - 1978     GOOD             LADTD
 CP3434
 CP3434                          STATION DESCRIPTION
 CP3434
 CP3434'DESCRIBED BY LA TRANSP AND DEV 1978 (TM)
 CP3434'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTHEAST OF LAKE
 CP3434'PROVIDENCE AND 12.4 KM (7.7 MI) WEST OF TRANSYLVANIA.
 CP3434'TO REACH THE STATION FROM THE POST OFFICE IN TRANSYLVANIA,
 CP3434'GO WEST ON STATE HIGHWAY 881 FOR ABOUT 12.9 KM (8 MI) TO
 CP3434'THE INTERSECTION WITH STATE HIGHWAY 13Y, THENCE SOUTH
 CP3434'(LEFT) ON HIGHWAY 13Y FOR 1.6 KM (1 MI) TO A SURFACED ROAD
 CP3434'LEADING NORTH, THENCE NORTHWEST (RIGHT) FOR 0.5 KM
 CP3434'(0.3 MI) TO THE MARK ON THE RIGHT NEAR A POWER POLE AND A TREE.
 CP3434'
 CP3434'THE STATION IS A STANDARD LADH DISK STAMPED---POGUE
 CP3434'AZ MK 2 1970---SET INTO THE TOP OF A ROUND CONCRETE
 CP3434'MONUMENT 12 INCHES(30 CM)IN DIAMETER RECESSED 10 INCHES
 CP3434'(25 CM)BELOW THE GROUND.
 CP3434'
 CP3434'LOCATED 250 FEET(76.2 METERS)WEST-NORTHWEST FROM THE
 CP3434'NORTHWEST CORNER OF AN OLD BRICK SCHOOL HOUSE, 107.5 FEET
 CP3434'(32.8 METERS)NORTH-NORTHWEST FROM A POWER POLE, 79 FEET
 CP3434'(24.1 METERS)SOUTH FROM A 24-INCH OAK TREE, 21 FEET
 CP3434'(6.4 METERS)EAST FROM THE CENTER OF A BLACKTOP PARISH ROAD,
 CP3434'2 FEET(0.6 METERS)EAST FROM A METAL WITNESS POST WITH
 CP3434'SIGN ATTACHED.
 CP3434
 CP3434                          STATION RECOVERY (1978)
 CP3434
 CP3434'RECOVERY NOTE BY LA TRANSP AND DEV 1978 (TM)
 CP3434'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTHEAST OF LAKE
 CP3434'PROVIDENCE AND 12.4 KM (7.7 MI) WEST OF TRANSYLVANIA.
 CP3434'TO REACH THE STATION FROM THE POST OFFICE IN TRANSYLVANIA,
 CP3434'GO WEST ON STATE HIGHWAY 881 FOR ABOUT 12.9 KM (8 MI) TO
 CP3434'THE INTERSECTION WITH STATE HIGHWAY 13Y, THENCE SOUTH
 CP3434'(LEFT) ON HIGHWAY 13Y FOR 1.6 KM (1 MI) TO A SURFACED ROAD
 CP3434'LEADING NORTH, THENCE NORTHWEST (RIGHT) FOR 0.5 KM
 CP3434'(0.3 MI) TO THE MARK ON THE RIGHT NEAR A POWER POLE AND A TREE.
 CP3434'
 CP3434'THE STATION IS A STANDARD LADH DISK STAMPED---POGUE
 CP3434'AZ MK 2 1970---SET INTO THE TOP OF A ROUND CONCRETE
 CP3434'MONUMENT 12 INCHES 30 CM IN DIAMETER RECESSED 10 INCHES
 CP3434'25 CM BELOW THE GROUND.
 CP3434'
 CP3434'LOCATED 250 FEET AND 76.2 METERS WEST-NORTHWEST FROM THE
 CP3434'NORTHWEST CORNER OF AN OLD BRICK SCHOOL HOUSE, 107.5 FEET
 CP3434'AND 32.8 METERS NORTH-NORTHWEST FROM A POWER POLE, 79 FEET
 CP3434'AND 24.1 METERS SOUTH FROM A 24-INCH OAK TREE, 21 FEET AND
 CP3434'6.4 METERS EAST FROM THE CENTER OF A BLACKTOP PARISH ROAD,
 CP3434'2 FEET AND 0.6 METERS EAST FROM A METAL WITNESS POST WITH
 CP3434'SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3402 ***********************************************************************
 CP3402  DESIGNATION -  POGUE RM 3
 CP3402  PID         -  CP3402
 CP3402  STATE/COUNTY-  LA/EAST CARROLL
 CP3402  USGS QUAD   -  CARAWAY LAKE (1986)
 CP3402
 CP3402                         *CURRENT SURVEY CONTROL
 CP3402  ___________________________________________________________________
 CP3402* NAD 83(1992)-  32 40 00.26865(N)    091 18 54.83240(W)     ADJUSTED  
 CP3402* NAVD 88     -        28.0    (meters)      92.     (feet)  VERTCON   
 CP3402  ___________________________________________________________________
 CP3402  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CP3402  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP3402
 CP3402  HORZ ORDER  -  THIRD
 CP3402
 CP3402.The horizontal coordinates were established by classical geodetic methods
 CP3402.and adjusted by the National Geodetic Survey in May 1994..
 CP3402
 CP3402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3402
 CP3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3402
 CP3402.The geoid height was determined by GEOID03.
 CP3402
 CP3402;                    North         East     Units Scale Factor Converg.
 CP3402;SPC LA N     -   240,852.683 1,111,132.608   MT  1.00000002   +0 37 35.0
 CP3402;SPC LA N     -   790,197.51  3,645,440.90   sFT  1.00000002   +0 37 35.0
 CP3402;UTM  15      - 3,615,596.751   657,982.662   MT  0.99990776   +0 54 34.4
 CP3402
 CP3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3402!SPC LA N     -   0.99999971  x   1.00000002  =   0.99999973
 CP3402!UTM  15      -   0.99999971  x   0.99990776  =   0.99990747
 CP3402
 CP3402                          SUPERSEDED SURVEY CONTROL
 CP3402
 CP3402  NAD 83(1992)-  32 40 00.27317(N)    091 18 54.82842(W) AD(       ) 3
 CP3402  NGVD 29 (05/14/93)   28.0    (m)           92.     (f) VERT ANG       
 CP3402
 CP3402.Superseded values are not recommended for survey control.
 CP3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3402.See file dsdata.txt to determine how the superseded data were derived.
 CP3402
 CP3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5798315597(NAD 83)
 CP3402_MARKER: DR = REFERENCE MARK DISK
 CP3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3402_STAMPING: POGUE 1970 RM 3 1978
 CP3402_MARK LOGO: NGS   
 CP3402_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3402+STABILITY: SURFACE MOTION
 CP3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3402+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1978
 CP3402
 CP3402  HISTORY     - Date     Condition        Report By
 CP3402  HISTORY     - 1978     MONUMENTED       NGS
 CP3402  HISTORY     - UNK      SEE DESCRIPTION
 CP3402  HISTORY     - 19780101 GOOD             NGS
 CP3402
 CP3402                          STATION DESCRIPTION
 CP3402
 CP3402'DESCRIBED UNK
 CP3402'RECOVERED AS DESCRIBED.
 CP3402
 CP3402                          STATION RECOVERY (1978)
 CP3402
 CP3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TM)
 CP3402'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED--POGUE 1970 RM 3
 CP3402'1978--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CP3402'CM IN DIAMETER RECESSED 3 INCHES OR 7.6 CM BELOW THE GROUND LOCATED 51
 CP3402'FT (15.5 M) NW FROM THE NORTHWEST CORNER OF THE MACHINE SHELTER, 47 FT
 CP3402'(14.3 M) NNW FROM A POWER POLE, AND 45.5 FT (13.9 M) NE FROM THE
 CP3402'CENTER OF THE SURFACED PARISH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2738 ***********************************************************************
 CQ2738  DESIGNATION -  POHL
 CQ2738  PID         -  CQ2738
 CQ2738  STATE/COUNTY-  LA/CALDWELL
 CQ2738  USGS QUAD   -  BOSCO (1982)
 CQ2738
 CQ2738                         *CURRENT SURVEY CONTROL
 CQ2738  ___________________________________________________________________
 CQ2738* NAD 83(1992)-  32 15 06.84650(N)    092 05 46.08688(W)     ADJUSTED  
 CQ2738* NAVD 88     -        19.27   (+/-2cm)      63.2    (feet)  VERTCON   
 CQ2738  ___________________________________________________________________
 CQ2738  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CQ2738  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2738
 CQ2738  HORZ ORDER  -  FIRST
 CQ2738  VERT ORDER  -  THIRD ? (See Below)
 CQ2738
 CQ2738.The horizontal coordinates were established by classical geodetic methods
 CQ2738.and adjusted by the National Geodetic Survey in January 1993..
 CQ2738
 CQ2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2738.The vertical order pertains to the NGVD 29 superseded value.
 CQ2738
 CQ2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2738
 CQ2738.The geoid height was determined by GEOID03.
 CQ2738
 CQ2738;                    North         East     Units Scale Factor Converg.
 CQ2738;SPC LA N     -   194,314.303 1,038,055.057   MT  0.99993169   +0 12 48.7
 CQ2738;SPC LA N     -   637,512.84  3,405,685.63   sFT  0.99993169   +0 12 48.7
 CQ2738;UTM  15      - 3,568,716.064   585,142.150   MT  0.99968939   +0 28 56.5
 CQ2738
 CQ2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2738!SPC LA N     -   1.00000103  x   0.99993169  =   0.99993272
 CQ2738!UTM  15      -   1.00000103  x   0.99968939  =   0.99969042
 CQ2738
 CQ2738:                Primary Azimuth Mark                     Grid Az
 CQ2738:SPC LA N     -  POHL AZ MK                               013 00 01.2
 CQ2738:UTM  15      -  POHL AZ MK                               012 43 53.4
 CQ2738
 CQ2738|---------------------------------------------------------------------|
 CQ2738| PID    Reference Object                     Distance      Geod. Az  |
 CQ2738|                                                           dddmmss.s |
 CQ2738| CY4488 POHL AZ MK                                         0131249.9 |
 CQ2738| CY4489 POHL RM 1                            49.314 METERS 02043     |
 CQ2738| CQ0439 G 3300 LAGS                           1.267 METERS 14007     |
 CQ2738| CQ2766 RIVERTON KNOE TV TWR                APPROX. 6.5 KM 1581541.6 |
 CQ2738| CQ2780 COLUMBIA HTS MICROWAVE KKL 442      APPROX.18.1 KM 1790642.9 |
 CQ2738| CY4490 POHL RM 2                            54.812 METERS 27829     |
 CQ2738|---------------------------------------------------------------------|
 CQ2738
 CQ2738                          SUPERSEDED SURVEY CONTROL
 CQ2738
 CQ2738  NAD 83(1986)-  32 15 06.86053(N)    092 05 46.07898(W) AD(       ) 1
 CQ2738  NAD 27      -  32 15 06.31180(N)    092 05 45.59145(W) AD(       ) 1
 CQ2738  NGVD 29 (07/19/86)   19.30   (m)           63.3    (f) LEVELING    3  
 CQ2738
 CQ2738.Superseded values are not recommended for survey control.
 CQ2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2738.See file dsdata.txt to determine how the superseded data were derived.
 CQ2738
 CQ2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8514268716(NAD 83)
 CQ2738_MARKER: DS = TRIANGULATION STATION DISK
 CQ2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2738
 CQ2738  HISTORY     - Date     Condition        Report By
 CQ2738  HISTORY     - 1971     MONUMENTED       NGS
 CQ2738
 CQ2738                          STATION DESCRIPTION
 CQ2738
 CQ2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2738'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTH OF COLUMBIA, 2-1/2
 CQ2738'MILES SOUTH OF BOSCO, 1-1/2 MILES SOUTH OF THE OUACHITA-CALDWELL
 CQ2738'PARISH LINE IN SECTION 30, T 15 N, R 4 E, ON THE PROPERTY OF
 CQ2738'MR. JERRY POHL, ROUTE 2, BOX 192, MONROE, LOUISIANA, 71201.
 CQ2738'
 CQ2738'TO REACH THE STATION FROM THE POST OFFICE IN BOSCO, GO SOUTH ON
 CQ2738'U.S. HIGHWAY 165 FOR 2.35 MILES TO THE AZIMUTH MARK ON THE
 CQ2738'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 165 FOR 0.3 MILE TO THE
 CQ2738'STATION ON THE RIGHT.
 CQ2738'
 CQ2738'THE STATION MARKS ARE STANDARD DISKS STAMPED POHL 1971.  THE
 CQ2738'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ2738'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CQ2738'89 FEET NORTH OF A 40-INCH PECAN TREE, 65 FEET WEST OF THE CENTER
 CQ2738'OF U.S. HIGHWAY 165, 32 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 CQ2738'A BARN, 30 FEET SOUTH OF A FIELD ROAD, 10 FEET SOUTH OF AN
 CQ2738'UNDERGROUND TELEPHONE CABLE BOX AND 3 FEET NORTHWEST OF A
 CQ2738'METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN
 CQ2738'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CQ2738'GROUND SURFACE.
 CQ2738'
 CQ2738'REFERENCE MARK 1, A STANDARD DISK STAMPED POHL NO 1 1971, IS SET
 CQ2738'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2738'FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER
 CQ2738'OF U.S. HIGHWAY 165, 4 FEET WEST OF A LITTER BARRELL AND
 CQ2738'APPROXIMATE 3 FEET HIGHER THAN THE STATION.
 CQ2738'
 CQ2738'REFERENCE MARK 2, A STANDARD DISK STAMPED POHL NO 2 1971, IS SET
 CQ2738'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ2738'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 110 FEET WEST OF THE
 CQ2738'NORTHWEST CORNER OF THE BARN AND 1.2 FEET EAST OF A POWERLINE
 CQ2738'POLE NUMBER 18.
 CQ2738'
 CQ2738'THE AZIMUTH MARK, A STANDARD DISK STAMPED POHL 1971, IS CEMENTED
 CQ2738'IN A DRILLED HOLE IN THE WEST WING OF A CONCRETE CULVERT OF
 CQ2738'RAILROAD TRACKS.  IT IS 69.6 FEET EAST OF THE CENTER OF
 CQ2738'U.S. HIGHWAY 165, 7 FEET WEST OF THE WEST RAIL OF RAILROAD
 CQ2738'TRACKS AND 4.6 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 CQ2738'
 CQ2738'BENCH MARK G 3300, A STANDARD DISK STAMPED G 3300, IS SET IN THE
 CQ2738'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2738'THE GROUND SURFACE.  IT IS 88 FEET NORTH OF A 40-INCH PECAN TREE,
 CQ2738'64 FEET WEST OF THE CENTER OF U.S. HIGHWAY 165, 33 FEET NORTHEAST
 CQ2738'OF THE SOUTHWEST CORNER OF THE BARN, 32 FEET SOUTH OF THE
 CQ2738'CENTER OF A FIELD ROAD, 12 FEET SOUTH OF A TELEPHONE
 CQ2738'UNDERGROUND CABLE BOX AND 2 FEET SOUTHEAST OF A METAL WITNESS
 CQ2738'POST WITH SIGN.
 CQ2738'
 CQ2738'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2833 ***********************************************************************
 AU2833  DESIGNATION -  POI 1934
 AU2833  PID         -  AU2833
 AU2833  STATE/COUNTY-  LA/JEFFERSON
 AU2833  USGS QUAD   -  BAY L'OURS (1973)
 AU2833
 AU2833                         *CURRENT SURVEY CONTROL
 AU2833  ___________________________________________________________________
 AU2833* NAD 83(1992)-  29 32 11.49684(N)    090 09 51.41506(W)     ADJUSTED  
 AU2833* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2833  **This station is located in a subsidence area (see below).
 AU2833  ___________________________________________________________________
 AU2833  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU2833  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AU2833
 AU2833  HORZ ORDER  -  THIRD
 AU2833
 AU2833.The horizontal coordinates were established by classical geodetic methods
 AU2833.and adjusted by the National Geodetic Survey in January 1993..
 AU2833
 AU2833 ** The orthometric height has not been validated since last determined
 AU2833 ** by differential leveling and should not be used for control purposes.
 AU2833 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2833 ** area with valid NAVD 88 orthometric heights.
 AU2833 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2833 ** epoch indicated which incorporates improved geoid heights for the
 AU2833 ** Southern Louisiana Subsidence area.
 AU2833 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2833.The orthometric height was scaled from a topographic map.
 AU2833
 AU2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2833
 AU2833.The geoid height was determined by GEOID03.
 AU2833
 AU2833;                    North         East     Units Scale Factor Converg.
 AU2833;SPC LA S     -   115,472.361 1,113,311.183   MT  0.99995836   +0 35 04.3
 AU2833;SPC LA S     -   378,845.57  3,652,588.44   sFT  0.99995836   +0 35 04.3
 AU2833;UTM  15      - 3,270,784.940   774,818.445   MT  1.00053200   +1 23 55.8
 AU2833
 AU2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2833!SPC LA S     -   1.00000391  x   0.99995836  =   0.99996227
 AU2833!UTM  15      -   1.00000391  x   1.00053200  =   1.00053592
 AU2833
 AU2833                          SUPERSEDED SURVEY CONTROL
 AU2833
 AU2833  NAD 83(1986)-  29 32 11.51239(N)    090 09 51.42063(W) AD(       ) 3
 AU2833  NAD 27      -  29 32 10.73300(N)    090 09 51.14600(W) AD(       ) 3
 AU2833
 AU2833.Superseded values are not recommended for survey control.
 AU2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2833.See file dsdata.txt to determine how the superseded data were derived.
 AU2833
 AU2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7481870785(NAD 83)
 AU2833_MARKER: DD = SURVEY DISK
 AU2833_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2833_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2833
 AU2833  HISTORY     - Date     Condition        Report By
 AU2833  HISTORY     - 1934     MONUMENTED       CGS
 AU2833  HISTORY     - 1952     GOOD             HUMBLE
 AU2833  HISTORY     - 1973     MARK NOT FOUND   USGS
 AU2833
 AU2833                          STATION DESCRIPTION
 AU2833
 AU2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2833'THIS STATION IS ON A POINT ON THE E SHORE OF LITTLE LAKE
 AU2833'ABOUT 2-1/4 MILES S OF THE MOUTH OF BAYOU RIGOLETTES AND A
 AU2833'SHORT DISTANCE N OF AN OLD CEMETERY IN A GROUP OF LIVE OAK
 AU2833'TREES.  THE STATION IS 35 METERS FROM THE END OF THE POINT
 AU2833'AND 10 METERS E OF THE HIGH-WATER MARK.
 AU2833'
 AU2833'STATION MARK IS A STANDARD HYDROGRAPHIC DISK SET IN CONCRETE
 AU2833'IN THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2833'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2833'DRIVEN INTO THE MARSH.
 AU2833
 AU2833                          STATION RECOVERY (1952)
 AU2833
 AU2833'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1952
 AU2833'STATION IS NOW 70 FEET SW OF THE SHORELINE OF LITTLE LAKE
 AU2833'AND 680 FEET NW OF THE W END OF A GROUP OF LIVE OAK TREES
 AU2833'AROUND THE CEMETERY.  WATER AT THE STATION IS NORMALLY 2.3
 AU2833'FEET DEEP.  STATION IS STILL FAIRLY STABLE BUT IS SUBJECT
 AU2833'TO WAVE ACTION AT ALL TIMES.
 AU2833
 AU2833                          STATION RECOVERY (1973)
 AU2833
 AU2833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGH)
 AU2833'POI 1934 STAMPED--NOT KNOWN - STA SEARCHED FOR BUT NOT FOUND,
 AU2833'NO TRACE OF THE CEMETERY MENTIONED IN THE 1934 AND 1952
 AU2833'DESCRIPTION WAS FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2686 ***********************************************************************
 CQ2686  DESIGNATION -  POINT
 CQ2686  PID         -  CQ2686
 CQ2686  STATE/COUNTY-  LA/UNION
 CQ2686  USGS QUAD   -  POINT (1994)
 CQ2686
 CQ2686                         *CURRENT SURVEY CONTROL
 CQ2686  ___________________________________________________________________
 CQ2686* NAD 83(1992)-  32 39 37.40802(N)    092 16 42.13680(W)     ADJUSTED  
 CQ2686* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 CQ2686  ___________________________________________________________________
 CQ2686  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CQ2686  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ2686
 CQ2686  HORZ ORDER  -  THIRD
 CQ2686
 CQ2686.The horizontal coordinates were established by classical geodetic methods
 CQ2686.and adjusted by the National Geodetic Survey in September 1999..
 CQ2686
 CQ2686.The orthometric height was scaled from a topographic map.
 CQ2686
 CQ2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2686
 CQ2686.The geoid height was determined by GEOID03.
 CQ2686
 CQ2686;                    North         East     Units Scale Factor Converg.
 CQ2686;SPC LA N     -   239,562.232 1,020,790.851   MT  0.99999858   +0 07 01.8
 CQ2686;SPC LA N     -   785,963.76  3,349,044.65   sFT  0.99999858   +0 07 01.8
 CQ2686;UTM  15      - 3,613,868.872   567,669.368   MT  0.99965646   +0 23 22.0
 CQ2686
 CQ2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2686!SPC LA N     -   0.99999607  x   0.99999858  =   0.99999465
 CQ2686!UTM  15      -   0.99999607  x   0.99965646  =   0.99965254
 CQ2686
 CQ2686|---------------------------------------------------------------------|
 CQ2686| PID    Reference Object                     Distance      Geod. Az  |
 CQ2686|                                                           dddmmss.s |
 CQ2686| CQ2687 TT 43 L USGS 1952                   119.067 METERS 02540     |
 CQ2686| CY4492 POINT RM 1                           17.387 METERS 04119     |
 CQ2686| CY4491 POINT AZ MK                                        1114437.2 |
 CQ2686| CY4493 POINT RM 2                           19.806 METERS 26158     |
 CQ2686|---------------------------------------------------------------------|
 CQ2686
 CQ2686                          SUPERSEDED SURVEY CONTROL
 CQ2686
 CQ2686  NAD 83(1992)-  32 39 37.40864(N)    092 16 42.13614(W) AD(       ) 3
 CQ2686  NAD 83(1986)-  32 39 37.42121(N)    092 16 42.12810(W) AD(       ) 3
 CQ2686  NAD 27      -  32 39 36.91000(N)    092 16 41.62500(W) AD(       ) 3
 CQ2686
 CQ2686.Superseded values are not recommended for survey control.
 CQ2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2686.See file dsdata.txt to determine how the superseded data were derived.
 CQ2686
 CQ2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6766913869(NAD 83)
 CQ2686_MARKER: DS = TRIANGULATION STATION DISK
 CQ2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2686
 CQ2686  HISTORY     - Date     Condition        Report By
 CQ2686  HISTORY     - 1952     MONUMENTED       CGS
 CQ2686  HISTORY     - 19750501 GOOD             USGS
 CQ2686
 CQ2686                          STATION DESCRIPTION
 CQ2686
 CQ2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2686'THE STATION IS ABOUT 15 MILES NORTHWEST OF MONROE, 11 MILES
 CQ2686'SOUTHEAST OF FARMERVILLE, IN SECTION 5, T 19 N, R 2 E, IN
 CQ2686'THE SMALL VILLAGE OF POINT, 100 YARDS SOUTH OF THE POST
 CQ2686'OFFICE IN POINT, 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CQ2686'OF THE PROVIDENCE BAPTIST CHURCH, AND 40 FEET WEST OF THE
 CQ2686'CENTER OF STATE ROAD 477.
 CQ2686'
 CQ2686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 CQ2686'GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 CQ2686'
 CQ2686'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 CQ2686'POINT 1952.
 CQ2686'
 CQ2686'REFERENCE MARK 1 IS 20 FEET WEST OF THE CENTER OF STATE
 CQ2686'ROAD 477.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 CQ2686'POINT NO 1 1952.
 CQ2686'
 CQ2686'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE.  THE MARK
 CQ2686'PROJECTS 1 INCH AND THE DISK IS STAMPED POINT NO 2 1952.
 CQ2686'
 CQ2686'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTER OF A GRAVELED
 CQ2686'ROAD, 2 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST,
 CQ2686'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 CQ2686'AND THE DISK IS STAMPED POINT 1952.
 CQ2686'
 CQ2686'TT 43 L IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP
 CQ2686'OF A 6-INCH CONCRETE CYLINDER.  IT IS 100 FEET NORTHEAST
 CQ2686'OF THE NORTHEAST CORNER OF THE POST OFFICE, 90 FEET NORTHWEST
 CQ2686'OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, AND 10 FEET
 CQ2686'SOUTHEAST OF AN 18-INCH OAK TREE.  THE MARK PROJECTS 1 INCH
 CQ2686'AND THE DISK IS STAMPED TT 43 L 165 1945.
 CQ2686'
 CQ2686'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CQ2686
 CQ2686                          STATION RECOVERY (1975)
 CQ2686
 CQ2686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DLH)
 CQ2686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3002 ***********************************************************************
 AU3002  DESIGNATION -  POINT
 AU3002  PID         -  AU3002
 AU3002  STATE/COUNTY-  LA/TERREBONNE
 AU3002  USGS QUAD   -  JACKO BAY (1994)
 AU3002
 AU3002                         *CURRENT SURVEY CONTROL
 AU3002  ___________________________________________________________________
 AU3002* NAD 83(1992)-  29 08 04.71547(N)    090 28 15.85102(W)     ADJUSTED  
 AU3002* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3002  **This station is located in a subsidence area (see below).
 AU3002  ___________________________________________________________________
 AU3002  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AU3002  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AU3002
 AU3002  HORZ ORDER  -  SECOND
 AU3002
 AU3002.The horizontal coordinates were established by classical geodetic methods
 AU3002.and adjusted by the National Geodetic Survey in January 1993..
 AU3002
 AU3002 ** The orthometric height has not been validated since last determined
 AU3002 ** by differential leveling and should not be used for control purposes.
 AU3002 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3002 ** area with valid NAVD 88 orthometric heights.
 AU3002 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3002 ** epoch indicated which incorporates improved geoid heights for the
 AU3002 ** Southern Louisiana Subsidence area.
 AU3002 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3002.The orthometric height was scaled from a topographic map.
 AU3002
 AU3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3002
 AU3002.The geoid height was determined by GEOID03.
 AU3002
 AU3002;                    North         East     Units Scale Factor Converg.
 AU3002;SPC LA S     -    70,664.973 1,083,911.401   MT  1.00003911   +0 25 52.1
 AU3002;SPC LA S     -   231,840.00  3,556,132.65   sFT  1.00003911   +0 25 52.1
 AU3002;UTM  15      - 3,225,547.783   746,040.068   MT  1.00034707   +1 13 54.7
 AU3002
 AU3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3002!SPC LA S     -   1.00000378  x   1.00003911  =   1.00004289
 AU3002!UTM  15      -   1.00000378  x   1.00034707  =   1.00035085
 AU3002
 AU3002:                Primary Azimuth Mark                     Grid Az
 AU3002:SPC LA S     -  JAMES                                    115 58 56.8
 AU3002:UTM  15      -  JAMES                                    115 10 54.2
 AU3002
 AU3002|---------------------------------------------------------------------|
 AU3002| PID    Reference Object                     Distance      Geod. Az  |
 AU3002|                                                           dddmmss.s |
 AU3002| AU2990 JAMES                               APPROX. 7.4 KM 1162448.9 |
 AU3002| DD7955 POINT RM 1                           17.440 METERS 22211     |
 AU3002| DD7956 POINT RM 2                           14.610 METERS 28214     |
 AU3002|---------------------------------------------------------------------|
 AU3002
 AU3002                          SUPERSEDED SURVEY CONTROL
 AU3002
 AU3002  NAD 83(1986)-  29 08 04.73351(N)    090 28 15.86240(W) AD(       ) 2
 AU3002  NAD 27      -  29 08 03.90500(N)    090 28 15.54900(W) AD(       ) 2
 AU3002
 AU3002.Superseded values are not recommended for survey control.
 AU3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3002.See file dsdata.txt to determine how the superseded data were derived.
 AU3002
 AU3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4604025548(NAD 83)
 AU3002_MARKER: DS = TRIANGULATION STATION DISK
 AU3002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3002_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3002
 AU3002  HISTORY     - Date     Condition        Report By
 AU3002  HISTORY     - 1928     MONUMENTED       CGS
 AU3002  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3002
 AU3002                          STATION DESCRIPTION
 AU3002
 AU3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3002'STATION IS ABOUT 9 MILES NW OF TIMBALIER LIGHT, ABOUT 3
 AU3002'MILES N OF CAILLOU ISLAND ON THE EASTERN POINT OF A SMALL
 AU3002'ISLAND AND ABOUT 10 YARDS INSHORE FROM THE END OF THE POINT,
 AU3002'WHICH IS RAPIDLY WEARING AWAY.
 AU3002'
 AU3002'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3002'SET IN CONCRETE IN THE TOP OF TILES.
 AU3002'
 AU3002'REFERENCE MARK NO. 1 IS 17.45 METERS (57.3 FEET) FROM THE
 AU3002'STATION S 42 DEG 11 MIN W.
 AU3002'
 AU3002'REFERENCE MARK NO. 2 IS 14.64 METERS (48.0 FEET) FROM THE
 AU3002'STATION N 77 DEG 46 MIN W.
 AU3002
 AU3002                          STATION RECOVERY (1952)
 AU3002
 AU3002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3002'A THOROUGH SEARCH BY TWO MEN FOR 1.5 HRS. REVEALED NO TRACE
 AU3002'OF THE STATION OR REFERENCE MARKS.  DUE TO EXTENSIVE EROSION
 AU3002'IN THIS AREA, IT IS SUGGESTED THAT THE STATION BE CONSIDERED
 AU3002'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2797 ***********************************************************************
 BX2797  DESIGNATION -  POINT
 BX2797  PID         -  BX2797
 BX2797  STATE/COUNTY-  LA/NATCHITOCHES
 BX2797  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2797
 BX2797                         *CURRENT SURVEY CONTROL
 BX2797  ___________________________________________________________________
 BX2797* NAD 83(1992)-  31 49 55.45913(N)    093 06 17.17131(W)     ADJUSTED  
 BX2797* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 BX2797  ___________________________________________________________________
 BX2797  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BX2797  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2797
 BX2797  HORZ ORDER  -  FIRST
 BX2797
 BX2797.The horizontal coordinates were established by classical geodetic methods
 BX2797.and adjusted by the National Geodetic Survey in January 1993..
 BX2797
 BX2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2797
 BX2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2797
 BX2797.The geoid height was determined by GEOID03.
 BX2797
 BX2797;                    North         East     Units Scale Factor Converg.
 BX2797;SPC LA N     -   147,852.981   942,754.606   MT  0.99991585   -0 19 11.1
 BX2797;SPC LA N     -   485,080.99  3,093,020.74   sFT  0.99991585   -0 19 11.1
 BX2797;UTM  15      - 3,521,827.167   490,085.935   MT  0.99960121   -0 03 18.9
 BX2797
 BX2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2797!SPC LA N     -   0.99999332  x   0.99991585  =   0.99990917
 BX2797!UTM  15      -   0.99999332  x   0.99960121  =   0.99959453
 BX2797
 BX2797|---------------------------------------------------------------------|
 BX2797| PID    Reference Object                     Distance      Geod. Az  |
 BX2797|                                                           dddmmss.s |
 BX2797| CV9057 POINT RM 2                           24.664 METERS 03454     |
 BX2797| CV9055 POINT AZ MK                                        0432339.9 |
 BX2797| BX2796 POINT RM A 1965                      26.615 METERS 12222     |
 BX2797| CV9056 POINT RM 1                           25.824 METERS 16139     |
 BX2797| BX2788 CAMPTI MUNICIPAL TANK               APPROX. 7.2 KM 3494136.3 |
 BX2797|---------------------------------------------------------------------|
 BX2797
 BX2797                          SUPERSEDED SURVEY CONTROL
 BX2797
 BX2797  NAD 83(1986)-  31 49 55.47401(N)    093 06 17.16305(W) AD(       ) 1
 BX2797  NAD 27      -  31 49 54.88642(N)    093 06 16.57283(W) AD(       ) 1
 BX2797  NGVD 29 (07/19/86)   68.6    (m)          225.     (f) VERT ANG       
 BX2797
 BX2797.Superseded values are not recommended for survey control.
 BX2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2797.See file dsdata.txt to determine how the superseded data were derived.
 BX2797
 BX2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9008621827(NAD 83)
 BX2797_MARKER: DS = TRIANGULATION STATION DISK
 BX2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2797
 BX2797  HISTORY     - Date     Condition        Report By
 BX2797  HISTORY     - 1965     MONUMENTED       CGS
 BX2797  HISTORY     - 1969     GOOD             CGS
 BX2797
 BX2797                          STATION DESCRIPTION
 BX2797
 BX2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2797'STATION IS LOCATED ABOUT 5 MILES NORTH OF DOWN TOWN
 BX2797'NATCHITOCHES, ABOUT 4 MILES SOUTH OF CAMPTI AND ABOUT 1-1/2
 BX2797'MILE NORTHWEST OF WHERE STATE HIGHWAY NO. 6 CROSSES OVER THE
 BX2797'RED RIVER BRIDGE.  IT IS IN THE NORTH 1/2 OF SEC. 44.  T 10
 BX2797'N.  R 7 W.  THE STATION IS ON THE APPROXIMATE HIGHEST
 BX2797'POINT IN THE VICINITY.  IT IS 38 FEET WEST NORTHWEST OF THE
 BX2797'APPROXIMATE CENTER OF GRAVEL ROAD, 30-1/2 FEET WEST OF A
 BX2797'12 INCH OAK TREE AND 3.8 FEET EAST SOUTHEAST OF METAL WITNESS
 BX2797'POST WITH SIGN ATTACHED.  STATION IS MARKED BY A STANDARD
 BX2797'TRIANGULATION STATION DISK THAT IS SET IN THE TOP OF A 10
 BX2797'INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 1 INCH ABOVE
 BX2797'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED 1965
 BX2797'POINT.
 BX2797'
 BX2797'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 1 AND 6
 BX2797'AT THE CRANE RIVER BRIDGE IN NATCHITOCHES, GO NORTH ON STATE
 BX2797'HIGHWAY 6 FOR 3.75 MILES TO A SIDE ROAD LEFT (THIS SIDE ROAD
 BX2797'LEFT IS 0.15 MILE BEFORE REACHING THE SOUTH END OF BRIDGE OVER
 BX2797'THE RED RIVER).  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR
 BX2797'0.05 MILE TO A FORK, TAKE RIGHT FORK THE MAIN TRAVELED ROAD
 BX2797'AND GO WEST AND NORTHWEST FOR 1.25 MILE TO A FORK.  TAKE LEFT
 BX2797'FORK AND GO NORTHWEST FOR 0.3 MILE TO A FORK, KEEP RIGHT FORK
 BX2797'AND CONTINUE NORTHERLY ON MAIN TRAVELED ROAD FOR 0.35 MILE TO
 BX2797'TOP OF GRADE AND STATION ON THE LEFT.  WEST SIDE OF
 BX2797'ROAD.  CONTINUE NORTHERLY ON MAIN TRAVELED ROAD FOR 0.25
 BX2797'MILE TO THE AZIMUTH MARK ON THE LEFT.  WEST SIDE OF ROAD.
 BX2797'
 BX2797'AZIMUTH MARK, IS 26 FEET WEST OF THE APPROXIMATE CENTER OF
 BX2797'ROAD AND 2.2 FEET EAST OF METAL WITNESS POST WITH SIGN
 BX2797'ATTACHED.  IT IS MARKED BY A STANDARD TRIANGULATION AZIMUTH
 BX2797'MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER
 BX2797'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BX2797'GROUND.  THE DISK IS STAMPED 1965 POINT.
 BX2797'
 BX2797'REFERENCE MARK NO. 1, IS 19 FEET EAST SOUTHEAST OF THE
 BX2797'APPROXIMATE CENTER OF ROAD AND 11 FEET NORTH OF A 10 INCH
 BX2797'OAK TREE.  IT IS MARKED BY A STANDARD TRIANGULATION REFERENCE
 BX2797'MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER
 BX2797'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BX2797'GROUND.  THE DISK IS STAMPED 1965 NO. 1 POINT.
 BX2797'
 BX2797'REFERENCE MARK NO. 2, IS 22 FEET WEST NORTHWEST OF THE
 BX2797'APPROXIMATE CENTER OF ROAD.  IT IS MARKED BY A STANDARD
 BX2797'TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH
 BX2797'CONCRETE CYLINDER MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 BX2797'SURFACE OF THE GROUND.  THE DISK IS STAMPED 1965 NO. 2 POINT.
 BX2797'
 BX2797'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 26.01 METERS.
 BX2797
 BX2797                          STATION RECOVERY (1969)
 BX2797
 BX2797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2797'ALL THE MARKS WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BX2797'DESCRIBED.
 BX2797'
 BX2797'THE ROUTE TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3086 ***********************************************************************
 AU3086  DESIGNATION -  POINT 1934
 AU3086  PID         -  AU3086
 AU3086  STATE/COUNTY-  LA/TERREBONNE
 AU3086  USGS QUAD   -  LAKE MECHANT (1994)
 AU3086
 AU3086                         *CURRENT SURVEY CONTROL
 AU3086  ___________________________________________________________________
 AU3086* NAD 83(1992)-  29 17 34.84954(N)    090 57 52.95869(W)     ADJUSTED  
 AU3086* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3086  ___________________________________________________________________
 AU3086  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU3086  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AU3086
 AU3086  HORZ ORDER  -  THIRD
 AU3086
 AU3086.The horizontal coordinates were established by classical geodetic methods
 AU3086.and adjusted by the National Geodetic Survey in January 1993..
 AU3086
 AU3086.The orthometric height was scaled from a topographic map.
 AU3086
 AU3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3086
 AU3086.The geoid height was determined by GEOID03.
 AU3086
 AU3086;                    North         East     Units Scale Factor Converg.
 AU3086;SPC LA S     -    87,960.899 1,035,816.407   MT  1.00000149   +0 11 03.5
 AU3086;SPC LA S     -   288,585.05  3,398,341.00   sFT  1.00000149   +0 11 03.5
 AU3086;UTM  15      - 3,242,168.219   697,697.203   MT  1.00008230   +0 59 46.1
 AU3086
 AU3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3086!SPC LA S     -   1.00000388  x   1.00000149  =   1.00000537
 AU3086!UTM  15      -   1.00000388  x   1.00008230  =   1.00008618
 AU3086
 AU3086                          SUPERSEDED SURVEY CONTROL
 AU3086
 AU3086  NAD 83(1986)-  29 17 34.87367(N)    090 57 52.96653(W) AD(       ) 3
 AU3086  NAD 27      -  29 17 34.08200(N)    090 57 52.61800(W) AD(       ) 3
 AU3086
 AU3086.Superseded values are not recommended for survey control.
 AU3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3086.See file dsdata.txt to determine how the superseded data were derived.
 AU3086
 AU3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9769742168(NAD 83)
 AU3086_MARKER: DS = TRIANGULATION STATION DISK
 AU3086_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3086_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3086
 AU3086  HISTORY     - Date     Condition        Report By
 AU3086  HISTORY     - 1934     MONUMENTED       CGS
 AU3086  HISTORY     - 1952     POOR             CGS
 AU3086
 AU3086                          STATION DESCRIPTION
 AU3086
 AU3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3086'STATION IS ON THE PROMINENT POINT KNOWN LOCALLY AS HOGS POINT,
 AU3086'IN THE CENTRAL SECTION OF THE SW SHORE OF LAKE MECHANT, ABOUT 20
 AU3086'METERS (65 FEET) INSHORE FROM THE TIP OF THE POINT AND IN SOFT
 AU3086'MARSH.
 AU3086'
 AU3086'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3086'IN THE TOP OF A TILE.
 AU3086'
 AU3086'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3086'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU3086'DRIVEN INTO THE MARSH, IS 23.2 METERS (76 FEET) FROM THE STATION
 AU3086'S 65 DEG W.
 AU3086'
 AU3086'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3086'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU3086'DRIVEN INTO THE MARSH, IS 23.8 METERS (78 FEET) FROM THE
 AU3086'S 21 DEG E.
 AU3086
 AU3086                          STATION RECOVERY (1952)
 AU3086
 AU3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3086'STATION WAS RECOVERED IN POOR CONDITION.  THE STATION IS NOW
 AU3086'LOCATED ON THE SHORELINE, ON THE N SIDE OF THE POINT, AND LOOSE
 AU3086'IN THE GROUND.  THERE IS A WOODEN TOWER (ABOUT 15 FT. HIGH) IN
 AU3086'PLACE OVER THE STATION.  THE REFERENCE MARKS WERE SEARCHED FOR BUT
 AU3086'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3554 ***********************************************************************
 AU3554  DESIGNATION -  POINT AU FER REEF LIGHT
 AU3554  PID         -  AU3554
 AU3554  STATE/COUNTY-  LA/ST MARY
 AU3554  USGS QUAD   -  
 AU3554
 AU3554                         *CURRENT SURVEY CONTROL
 AU3554  ___________________________________________________________________
 AU3554* NAD 83(1992)-  29 22 19.95855(N)    091 23 04.01498(W)     ADJUSTED  
 AU3554* NAVD 88     -        12.6    (meters)      41.     (feet)  VERTCON   
 AU3554  ___________________________________________________________________
 AU3554  X           -    -134,399.702 (meters)                     COMP
 AU3554  Y           -  -5,561,085.413 (meters)                     COMP
 AU3554  Z           -   3,109,912.653 (meters)                     COMP
 AU3554  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU3554  ELLIP HEIGHT-         -12.47  (meters)          (11/12/93) GPS OBS
 AU3554  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AU3554
 AU3554  HORZ ORDER  -  SECOND
 AU3554  ELLP ORDER  -  FIFTH     CLASS I
 AU3554
 AU3554.The horizontal coordinates were established by GPS observations
 AU3554.and adjusted by the National Geodetic Survey in November 1993..
 AU3554
 AU3554.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3554
 AU3554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3554
 AU3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3554
 AU3554.The ellipsoidal height was determined by GPS observations
 AU3554.and is referenced to NAD 83.
 AU3554
 AU3554.The geoid height was determined by GEOID03.
 AU3554
 AU3554;                    North         East     Units Scale Factor Converg.
 AU3554;SPC LA S     -    96,682.629   995,037.404   MT  0.99998550   -0 01 32.0
 AU3554;SPC LA S     -   317,199.59  3,264,551.88   sFT  0.99998550   -0 01 32.0
 AU3554;UTM  15      - 3,250,308.958   656,798.421   MT  0.99990337   +0 47 33.2
 AU3554
 AU3554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3554!SPC LA S     -   1.00000196  x   0.99998550  =   0.99998746
 AU3554!UTM  15      -   1.00000196  x   0.99990337  =   0.99990533
 AU3554
 AU3554                          SUPERSEDED SURVEY CONTROL
 AU3554
 AU3554  NGVD 29 (11/12/93)   12.7    (m)           42.     (f) GPS OBS        
 AU3554
 AU3554.Superseded values are not recommended for survey control.
 AU3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3554.See file dsdata.txt to determine how the superseded data were derived.
 AU3554
 AU3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5679850309(NAD 83)
 AU3554_MARKER: 14 = NAVIGATION LIGHT
 AU3554_MARK LOGO: NOS   
 AU3554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3554+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1992
 AU3554
 AU3554  HISTORY     - Date     Condition        Report By
 AU3554  HISTORY     - 1980     FIRST OBSERVED   NOS
 AU3554  HISTORY     - 19921118 GOOD
 AU3554
 AU3554                          STATION DESCRIPTION
 AU3554
 AU3554'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 AU3554'THE LIGHT IS LOCATED WHERE THE ATCHAFALAYA CHANNEL CUTS THRU THE POINT
 AU3554'AU FER SHELL REEF. TO REACH THE LIGHT FROM MORGAN CITY BY BOAT,
 AU3554'PROCEED SW DOWN THE LOWER ATCHAFALYA RIVER TILL YOU REACH ATCHAFALAYA
 AU3554'BAY, PROCEEDING SW TO THE POINT AU FER SHELL REEF AND TO STATION ON
 AU3554'RIGHT AS DESCRIBED. THE STATION IS A LIGHT ON A FOUR LEGGED STEEL
 AU3554'SKELETON TOWER ON TOP OF A CONCRETE PLATFORM AND HAVING A GREEN,
 AU3554'NUMBER 33 ATTACHED. THE STATION IS ABOUT 45 FEET (13.7 M) TALL.
 AU3554
 AU3554                          STATION RECOVERY (1992)
 AU3554
 AU3554'RECOVERED 1992
 AU3554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2846 ***********************************************************************
 AU2846  DESIGNATION -  POINT CHICO
 AU2846  PID         -  AU2846
 AU2846  STATE/COUNTY-  LA/LAFOURCHE
 AU2846  USGS QUAD   -  CATAHOULA BAY (1979)
 AU2846
 AU2846                         *CURRENT SURVEY CONTROL
 AU2846  ___________________________________________________________________
 AU2846* NAD 83(1992)-  29 39 51.59501(N)    090 15 52.94960(W)     ADJUSTED  
 AU2846* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2846  **This station is located in a subsidence area (see below).
 AU2846  ___________________________________________________________________
 AU2846  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AU2846  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AU2846
 AU2846  HORZ ORDER  -  FIRST
 AU2846
 AU2846.The horizontal coordinates were established by classical geodetic methods
 AU2846.and adjusted by the National Geodetic Survey in January 1993..
 AU2846
 AU2846 ** The orthometric height has not been validated since last determined
 AU2846 ** by differential leveling and should not be used for control purposes.
 AU2846 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2846 ** area with valid NAVD 88 orthometric heights.
 AU2846 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2846 ** epoch indicated which incorporates improved geoid heights for the
 AU2846 ** Southern Louisiana Subsidence area.
 AU2846 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2846.The orthometric height was scaled from a topographic map.
 AU2846
 AU2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2846
 AU2846.The geoid height was determined by GEOID03.
 AU2846
 AU2846;                    North         East     Units Scale Factor Converg.
 AU2846;SPC LA S     -   129,542.643 1,103,445.481   MT  0.99994288   +0 32 03.6
 AU2846;SPC LA S     -   425,007.82  3,620,220.72   sFT  0.99994288   +0 32 03.6
 AU2846;UTM  15      - 3,284,720.703   764,747.536   MT  1.00046491   +1 21 16.3
 AU2846
 AU2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2846!SPC LA S     -   1.00000398  x   0.99994288  =   0.99994686
 AU2846!UTM  15      -   1.00000398  x   1.00046491  =   1.00046890
 AU2846
 AU2846:                Primary Azimuth Mark                     Grid Az
 AU2846:SPC LA S     -  POINT CHICO AZ MK                        078 14 24.8
 AU2846:UTM  15      -  POINT CHICO AZ MK                        077 25 12.1
 AU2846
 AU2846|---------------------------------------------------------------------|
 AU2846| PID    Reference Object                     Distance      Geod. Az  |
 AU2846|                                                           dddmmss.s |
 AU2846| DD7957 POINT CHICO AZ MK                                  0784628.4 |
 AU2846| DD7958 POINT CHICO RM 1                     23.744 METERS 10500     |
 AU2846| AU2845 ENTRANCE HARVEY CANAL 2 NAV LT      APPROX. 4.5 KM 2614209.8 |
 AU2846| DD7959 POINT CHICO RM 2                     22.375 METERS 26513     |
 AU2846|---------------------------------------------------------------------|
 AU2846
 AU2846                          SUPERSEDED SURVEY CONTROL
 AU2846
 AU2846  NAD 83(1986)-  29 39 51.61138(N)    090 15 52.95437(W) AD(       ) 1
 AU2846  NAD 27      -  29 39 50.84709(N)    090 15 52.67304(W) AD(       ) 1
 AU2846
 AU2846.Superseded values are not recommended for survey control.
 AU2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2846.See file dsdata.txt to determine how the superseded data were derived.
 AU2846
 AU2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6474884721(NAD 83)
 AU2846_MARKER: DS = TRIANGULATION STATION DISK
 AU2846_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2846_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2846
 AU2846  HISTORY     - Date     Condition        Report By
 AU2846  HISTORY     - 1934     MONUMENTED       CGS
 AU2846  HISTORY     - 1946     MARK NOT FOUND   CGS
 AU2846
 AU2846                          STATION DESCRIPTION
 AU2846
 AU2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2846'STATION IS ON THE S SHORE OF LAKE SALVADORE, ABOUT 23 MILES BY
 AU2846'ROAD AND CANAL FROM LOCKPORT, ON WHAT IS LOCALLY KNOWN AS POINT
 AU2846'CHICO, 24 FEET FROM THE WATERS EDGE AND IN VERY SOFT GROUND.
 AU2846'
 AU2846'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 AU2846'SET IN CEMENT IN THE TOP OF TILES.
 AU2846'
 AU2846'REFERENCE MARK NO. 1 IS IN THE MARSH, ABOUT 50 FEET FROM THE
 AU2846'WATER, AND 77.90 FEET (23.74 METERS) FROM THE STATION
 AU2846'S 74 DEG 60 MIN E.
 AU2846'
 AU2846'REFERENCE MARK NO. 2 IS IN THE MARSH, ABOUT 30 FEET FROM THE
 AU2846'WATER, AND 73.41 FEET (22.38 METERS) FROM THE STATION
 AU2846'S 85 DEG 13 MIN W.
 AU2846'
 AU2846'THE AZIMUTH MARK IS ON THE SHORE LINE AND ABOUT 0.5 MILE FROM THE
 AU2846'STATION N 78 DEG 46 MIN E.
 AU2846
 AU2846                          STATION RECOVERY (1946)
 AU2846
 AU2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 AU2846'STATION OR REFERENCE MARKS COULD NOT BE FOUND.  AZIMUTH MARK WAS
 AU2846'FOUND LYING LOOSE IN WATER.  ACCORDING TO LOCAL INFORMATION
 AU2846'SHORE HAS ERODED AT LEAST 100 FEET IN THE PAST 10 YEARS.  A
 AU2846'LOCAL RESIDENT SHOWED WHERE HE THOUGHT MARK WAS LOCATED,
 AU2846'WHICH WAS ABOUT 100 FEET OFFSHORE AND IN 3-1/2 FEET OF WATER
 AU2846'AT LOW TIDE.  SPOT IS MARKED BY NUMEROUS STAKES SUCH AS MIGHT
 AU2846'BE REMAINS OF A PLATFORM.  PROBING IN CENTER INDICATED
 AU2846'SOMETHING HARD AND A SHAPE SIMILAR TO A MARK.  HOWEVER, WATER
 AU2846'WAS SO MURKY THAT MARK COULD NOT BE SEEN.  THERE WAS NO
 AU2846'EVIDENCE OF EITHER REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0952 ***********************************************************************
 AT0952  DESIGNATION -  POINT CHICOT LIGHT
 AT0952  PID         -  AT0952
 AT0952  STATE/COUNTY-  LA/ST BERNARD
 AT0952  USGS QUAD   -  POINT CHICOT (1994)
 AT0952
 AT0952                         *CURRENT SURVEY CONTROL
 AT0952  ___________________________________________________________________
 AT0952* NAD 83(1992)-  29 43 35.44549(N)    089 15 37.48370(W)     ADJUSTED  
 AT0952* NAVD 88     -                                                        
 AT0952  ___________________________________________________________________
 AT0952  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AT0952  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AT0952
 AT0952  HORZ ORDER  -  THIRD
 AT0952
 AT0952.The horizontal coordinates were established by classical geodetic methods
 AT0952.and adjusted by the National Geodetic Survey in May 1994..
 AT0952
 AT0952
 AT0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0952
 AT0952.The geoid height was determined by GEOID03.
 AT0952
 AT0952;                    North         East     Units Scale Factor Converg.
 AT0952;SPC LA S     -   137,766.299 1,200,531.049   MT  0.99993714   +1 02 11.4
 AT0952;SPC LA S     -   451,988.27  3,938,742.28   sFT  0.99993714   +1 02 11.4
 AT0952;UTM  16      - 3,290,620.602   281,364.146   MT  1.00018983   -1 07 16.7
 AT0952
 AT0952                          SUPERSEDED SURVEY CONTROL
 AT0952
 AT0952  NAD 83(1992)-  29 43 35.44689(N)    089 15 37.48058(W) AD(       ) 4
 AT0952  NAD 83(1986)-  29 43 35.45054(N)    089 15 37.48320(W) AD(       ) 4
 AT0952  NAD 27      -  29 43 34.71200(N)    089 15 37.32200(W) AD(       ) 3
 AT0952
 AT0952.Superseded values are not recommended for survey control.
 AT0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0952.See file dsdata.txt to determine how the superseded data were derived.
 AT0952
 AT0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8136490621(NAD 83)
 AT0952_MARKER: 14 = NAVIGATION LIGHT
 AT0952
 AT0952  HISTORY     - Date     Condition        Report By
 AT0952  HISTORY     - 1952     FIRST OBSERVED   CGS
 AT0952
 AT0952                          STATION DESCRIPTION
 AT0952
 AT0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0952'STATION IS THE LIGHT ON A BLACK, TRIANGULAR STRUCTURE ON PILES.  IT
 AT0952'IS LOCATED JUST
 AT0952'OFF POINT CHICOT NEAR THE SW CORNER OF CHANDELEUR
 AT0952'SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3043 ***********************************************************************
 AU3043  DESIGNATION -  POINT MESHE
 AU3043  PID         -  AU3043
 AU3043  STATE/COUNTY-  LA/TERREBONNE
 AU3043  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3043
 AU3043                         *CURRENT SURVEY CONTROL
 AU3043  ___________________________________________________________________
 AU3043* NAD 83(1992)-  29 10 02.50540(N)    090 36 12.40454(W)     ADJUSTED  
 AU3043* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3043  **This station is located in a subsidence area (see below).
 AU3043  ___________________________________________________________________
 AU3043  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AU3043  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AU3043
 AU3043  HORZ ORDER  -  SECOND
 AU3043
 AU3043.The horizontal coordinates were established by classical geodetic methods
 AU3043.and adjusted by the National Geodetic Survey in January 1993..
 AU3043
 AU3043 ** The orthometric height has not been validated since last determined
 AU3043 ** by differential leveling and should not be used for control purposes.
 AU3043 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3043 ** area with valid NAVD 88 orthometric heights.
 AU3043 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3043 ** epoch indicated which incorporates improved geoid heights for the
 AU3043 ** Southern Louisiana Subsidence area.
 AU3043 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3043.The orthometric height was scaled from a topographic map.
 AU3043
 AU3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3043
 AU3043.The geoid height was determined by GEOID03.
 AU3043
 AU3043;                    North         East     Units Scale Factor Converg.
 AU3043;SPC LA S     -    74,202.094 1,071,006.289   MT  1.00003072   +0 21 53.8
 AU3043;SPC LA S     -   243,444.70  3,513,793.13   sFT  1.00003072   +0 21 53.8
 AU3043;UTM  15      - 3,228,904.807   733,083.159   MT  1.00027044   +1 10 06.7
 AU3043
 AU3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3043!SPC LA S     -   1.00000381  x   1.00003072  =   1.00003453
 AU3043!UTM  15      -   1.00000381  x   1.00027044  =   1.00027425
 AU3043
 AU3043|---------------------------------------------------------------------|
 AU3043| PID    Reference Object                     Distance      Geod. Az  |
 AU3043|                                                           dddmmss.s |
 AU3043| DD7961 POINT MESHE RM 2                     14.230 METERS 01840     |
 AU3043| AU3060 ELAINE                              APPROX. 6.6 KM 2431020.7 |
 AU3043| DD7960 POINT MESHE RM 1                     12.510 METERS 27218     |
 AU3043|---------------------------------------------------------------------|
 AU3043
 AU3043                          SUPERSEDED SURVEY CONTROL
 AU3043
 AU3043  NAD 83(1986)-  29 10 02.52454(N)    090 36 12.41526(W) AD(       ) 2
 AU3043  NAD 27      -  29 10 01.69200(N)    090 36 12.09000(W) AD(       ) 2
 AU3043
 AU3043.Superseded values are not recommended for survey control.
 AU3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3043.See file dsdata.txt to determine how the superseded data were derived.
 AU3043
 AU3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3308328905(NAD 83)
 AU3043_MARKER: DS = TRIANGULATION STATION DISK
 AU3043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3043_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3043
 AU3043  HISTORY     - Date     Condition        Report By
 AU3043  HISTORY     - 1928     MONUMENTED       CGS
 AU3043  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3043
 AU3043                          STATION DESCRIPTION
 AU3043
 AU3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3043'STATION IS ON THE W SIDE OF TERREBONNE BAY, ABOUT 17 MILES
 AU3043'NW OF TIMBALIER LIGHT, AND AT THE NORMAL HIGH-WATER LINE AT
 AU3043'THE HEAD OF A SMALL BAY ON THE S SIDE OF POINTE MESHE ISLAND.
 AU3043'
 AU3043'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3043'SET IN CONCRETE IN THE TOP OF TILES.
 AU3043'
 AU3043'REFERENCE MARK NO. 1 IS AT THE STORM-WATER LINE AND 12.51
 AU3043'METERS (41.0 FEET) FROM THE STATION N 87 DEG 42 MIN W.
 AU3043'
 AU3043'REFERENCE MARK NO. 2 IS AT THE STORM-WATER LINE AND 14.23 METERS
 AU3043'(46.7 FEET) FROM THE STATION N 18 DEG 47 MIN E.
 AU3043
 AU3043                          STATION RECOVERY (1952)
 AU3043
 AU3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3043'A THOROUGH SEARCH OF THE AREA BY TWO MEN FOR 1.5 HRS. REVEALED
 AU3043'NO TRACE OF THE STATION OR REFERENCE MARKS.  DUE TO THE
 AU3043'EXTENSIVE EROSION IN THIS AREA, IT IS SUGGESTED THAT THE
 AU3043'STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0958 ***********************************************************************
 AT0958  DESIGNATION -  POINT MOZAMBIQUE LIGHT
 AT0958  PID         -  AT0958
 AT0958  STATE/COUNTY-  LA/PLAQUEMINES
 AT0958  USGS QUAD   -  TRIUMPH (1993)
 AT0958
 AT0958                         *CURRENT SURVEY CONTROL
 AT0958  ___________________________________________________________________
 AT0958* NAD 83(1992)-  29 37 03.03849(N)    089 29 04.96236(W)     ADJUSTED  
 AT0958* NAVD 88     -                                                        
 AT0958  ___________________________________________________________________
 AT0958  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AT0958  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AT0958
 AT0958  HORZ ORDER  -  THIRD
 AT0958
 AT0958.The horizontal coordinates were established by classical geodetic methods
 AT0958.and adjusted by the National Geodetic Survey in May 1994..
 AT0958
 AT0958
 AT0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0958
 AT0958.The geoid height was determined by GEOID03.
 AT0958
 AT0958;                    North         East     Units Scale Factor Converg.
 AT0958;SPC LA S     -   125,314.746 1,179,029.566   MT  0.99994798   +0 55 27.6
 AT0958;SPC LA S     -   411,136.80  3,868,199.50   sFT  0.99994798   +0 55 27.6
 AT0958;UTM  16      - 3,278,982.934   259,402.793   MT  1.00031431   -1 13 42.8
 AT0958
 AT0958                          SUPERSEDED SURVEY CONTROL
 AT0958
 AT0958  NAD 83(1992)-  29 37 03.03902(N)    089 29 04.96196(W) AD(       ) 4
 AT0958  NAD 83(1986)-  29 37 03.04590(N)    089 29 04.96589(W) AD(       ) 4
 AT0958  NAD 27      -  29 37 02.28900(N)    089 29 04.76400(W) AD(       ) 3
 AT0958
 AT0958.Superseded values are not recommended for survey control.
 AT0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0958.See file dsdata.txt to determine how the superseded data were derived.
 AT0958
 AT0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5940378983(NAD 83)
 AT0958_MARKER: 14 = NAVIGATION LIGHT
 AT0958
 AT0958  HISTORY     - Date     Condition        Report By
 AT0958  HISTORY     - 1952     FIRST OBSERVED   CGS
 AT0958
 AT0958                          STATION DESCRIPTION
 AT0958
 AT0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0958'STATION IS THE LIGHT ON A BLACK, SQUARE SLATTED STRUCTURE ON PILES,
 AT0958'30 FEET HIGH.
 AT0958'LOCATED IN BRETON SOUND, APPROXIMATELY 0.5 MILE OFF
 AT0958'MOZAMBIQUE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1557 ***********************************************************************
 CP1557  DESIGNATION -  POINT PLEASANT BOLT
 CP1557  PID         -  CP1557
 CP1557  STATE/COUNTY-  LA/TENSAS
 CP1557  USGS QUAD   -  GRAND GULF (1963)
 CP1557
 CP1557                         *CURRENT SURVEY CONTROL
 CP1557  ___________________________________________________________________
 CP1557* NAD 83(1986)-  32 06 23.     (N)    091 06 39.     (W)     SCALED    
 CP1557* NAVD 88     -        25.03   (+/-2cm)      82.1    (feet)  VERTCON   
 CP1557  ___________________________________________________________________
 CP1557  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1557
 CP1557  VERT ORDER  -  ? (See Below)
 CP1557
 CP1557.The horizontal coordinates were scaled from a topographic map and have
 CP1557.an estimated accuracy of +/- 6 seconds.
 CP1557
 CP1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1557.The vertical order pertains to the NGVD 29 superseded value.
 CP1557
 CP1557.The geoid height was determined by GEOID03.
 CP1557
 CP1557;                    North         East    Units  Estimated Accuracy
 CP1557;SPC LA N     -   178,950.    1,131,100.      MT  (+/- 180 meters Scaled)
 CP1557
 CP1557                          SUPERSEDED SURVEY CONTROL
 CP1557
 CP1557  NGVD 29 (??/??/92)   25.053  (m)           82.19   (f) ADJ UNCH    ?  
 CP1557
 CP1557.Superseded values are not recommended for survey control.
 CP1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1557.See file dsdata.txt to determine how the superseded data were derived.
 CP1557
 CP1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR782537(NAD 83)
 CP1557_MARKER: B = BOLT
 CP1557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1557_SP_SET: TILE
 CP1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1557
 CP1557  HISTORY     - Date     Condition        Report By
 CP1557  HISTORY     - UNK      MONUMENTED       DOD
 CP1557  HISTORY     - 1934     GOOD             DOD
 CP1557  HISTORY     - 1962     POOR             USGS
 CP1557
 CP1557                          STATION DESCRIPTION
 CP1557
 CP1557'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1557'2.4 MI SE FROM POINT PLEASANT.
 CP1557'ABOUT 2.4 MILES SOUTHEAST ALONG THE LEVEE FROM POINT PLEASANT.  P.B.M.
 CP1557'IS TILE AND PIPE WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI RIVER,
 CP1557'IN TENSAS PARISH, LA. ABOUT 1-1/2 MILES DOWNSTREAM FROM POINT PLEASANT
 CP1557'LDG., AND MOUTH OF PALMYRA LAKE. 1-1/8 MILES WEST OF BUCKRIDGE LDG. ON
 CP1557'HOAGS PLANTATION ON A MOUND, 33.22 METERS LANDWARD FROM LEVEE, AT A
 CP1557'POINT 1/4 MILE DOWNSTREAM FROM A PROMINENT ANGLE AND JUNCTION OF LARGE
 CP1557'AND SMALL OLD LEVEES.  ABOUT 100 METERS DOWNSTREAM FROM A GROUP OF
 CP1557'COTTONWOOD AND WILLOW TREES.  4.36 METERS LANDSIDE OF FENCE AT EDGE OF
 CP1557'MOUND.  TOP OF CAP IS ABOUT 12 IN. ABOVE GROUND.
 CP1557
 CP1557                          STATION RECOVERY (1962)
 CP1557
 CP1557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CP1557'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1556 ***********************************************************************
 CP1556  DESIGNATION -  POINT PLEASANT CAP
 CP1556  PID         -  CP1556
 CP1556  STATE/COUNTY-  LA/TENSAS
 CP1556  USGS QUAD   -  GRAND GULF (1963)
 CP1556
 CP1556                         *CURRENT SURVEY CONTROL
 CP1556  ___________________________________________________________________
 CP1556* NAD 83(1992)-  32 06 23.79652(N)    091 06 40.35814(W)     ADJUSTED  
 CP1556* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 CP1556  ___________________________________________________________________
 CP1556  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CP1556  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1556
 CP1556  HORZ ORDER  -  SECOND
 CP1556
 CP1556.The horizontal coordinates were established by classical geodetic methods
 CP1556.and adjusted by the National Geodetic Survey in May 1994..
 CP1556
 CP1556.The orthometric height was scaled from a topographic map.
 CP1556
 CP1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1556
 CP1556.The geoid height was determined by GEOID03.
 CP1556
 CP1556;                    North         East     Units Scale Factor Converg.
 CP1556;SPC LA N     -   178,973.030 1,131,064.948   MT  0.99992015   +0 44 03.3
 CP1556;SPC LA N     -   587,180.68  3,710,835.58   sFT  0.99992015   +0 44 03.3
 CP1556;SPC MS W     -   289,235.358   626,583.793   MT  1.00001645   -0 24 48.4
 CP1556;SPC MS W     -   948,933.00  2,055,716.99   sFT  1.00001645   -0 24 48.4
 CP1556;UTM  15      - 3,553,814.320   678,213.665   MT  0.99999169   +1 00 14.9
 CP1556
 CP1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1556!SPC LA N     -   1.00000006  x   0.99992015  =   0.99992021
 CP1556!SPC MS W     -   1.00000006  x   1.00001645  =   1.00001651
 CP1556!UTM  15      -   1.00000006  x   0.99999169  =   0.99999175
 CP1556
 CP1556                          SUPERSEDED SURVEY CONTROL
 CP1556
 CP1556  NAD 83(1992)-  32 06 23.80729(N)    091 06 40.35619(W) AD(       ) 2
 CP1556  NAD 83(1986)-  32 06 23.80857(N)    091 06 40.35511(W) AD(       ) 2
 CP1556  NAD 27      -  32 06 23.25379(N)    091 06 39.96214(W) AD(       ) 2
 CP1556
 CP1556.Superseded values are not recommended for survey control.
 CP1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1556.See file dsdata.txt to determine how the superseded data were derived.
 CP1556
 CP1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7821453814(NAD 83)
 CP1556_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1556_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1556
 CP1556  HISTORY     - Date     Condition        Report By
 CP1556  HISTORY     - 1929     MONUMENTED       MRC
 CP1556  HISTORY     - 1934     GOOD             DOD
 CP1556  HISTORY     - 1935     GOOD             MRC
 CP1556  HISTORY     - 1962     GOOD             CGS
 CP1556  HISTORY     - 1962     POOR             USGS
 CP1556
 CP1556                          STATION DESCRIPTION
 CP1556
 CP1556'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 CP1556'ON RIGHT BANK OF MISSISSIPPI RIVER, 1-1/2 MILES BELOW POINT
 CP1556'PLEASANT LANDING AND MOUTH OF OLD RIVER OR PALMYRA LAKE,
 CP1556'1-1/8 MILES W OF BUCKRIDGE LANDING, 310 METERS (1,017 FEET)
 CP1556'W OF PROMINENT ANGLE IN LEVEE AT JUNCTION OF OLD AND NEW
 CP1556'LEVEES, 93 METERS (305 FEET) N OF TOP OF LEVEE, ON SMALL
 CP1556'MOUND FORMERLY OCCUPIED BY HOUSE, 6.9 METERS (23 FEET) IN
 CP1556'AZIMUTH 20 DEG FROM REMAINS OF BRICK CHIMNEY, 64 METERS
 CP1556'(210 FEET) FROM LOWER END OF MOUND, 19.5 METERS (64 FEET)
 CP1556'FROM UPPER END OF MOUND, 7.6 METERS (25 FEET) FROM BACK OF
 CP1556'MOUND, AND ABOUT 6 METERS (20 FEET) N OF WIRE FENCE.  STATION IS
 CP1556'ABOUT 8-1/2 MILES BY ROAD E OF BALMORAL STORE ON HIGHWAY
 CP1556'65, AND 5.4 MILES BY ROAD S AND E FROM CORNER STORE ON
 CP1556'BUCKRIDGE PLANTATION.
 CP1556'
 CP1556'STATION IS MARKED BY A STANDARD MARK OF MISSISSIPPI RIVER
 CP1556'COMMISSION, BRASS CAP ON STEEL PIPE ABOVE, AND COPPER BOLT
 CP1556'IN TILE BELOW.  WITNESSES ARE TWO BLAZED 6-INCH COTTONWOODS,
 CP1556'66.6 METERS (219 FEET) FROM STATION IN AZIMUTH 315 DEG, AND 64.7
 CP1556'METERS (212 FEET) IN AZIMUTH 320 DEG.
 CP1556'
 CP1556'TO REACH FROM BALMORAL STORE GO 1/4 MILE E ON U.S. HIGHWAY
 CP1556'65 TO ROAD LEADING E, GO 3 MILES ON THIS ROAD TO CORNER STORE,
 CP1556'THEN TURN S AND FOLLOW MAIN ROAD 0.8 MILE TO T-INTERSECTION,
 CP1556'FOLLOW MAIN ROAD E TO LEVEE, TURN RIGHT ON LEVEE AND FOLLOW
 CP1556'BENCH OF LEVEE 0.5 MILE TO STATION.
 CP1556
 CP1556                          STATION RECOVERY (1934)
 CP1556
 CP1556'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1934
 CP1556'2.4 MI SE FROM POINT PLEASANT.
 CP1556'ABOUT 2.4 MILES SOUTHEAST ALONG THE LEVEE FROM POINT PLEASANT.  P.B.M.
 CP1556'IS TILE AND PIPE WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI RIVER,
 CP1556'IN TENSAS PARISH, LA. ABOUT 1-1/2 MILES DOWNSTREAM FROM POINT PLEASANT
 CP1556'LDG., AND MOUTH OF PALMYRA LAKE. 1-1/8 MILES WEST OF BUCKRIDGE LDG. ON
 CP1556'HOAGS PLANTATION ON A MOUND, 33.22 METERS LANDWARD FROM LEVEE, AT A
 CP1556'POINT 1/4 MILE DOWNSTREAM FROM A PROMINENT ANGLE AND JUNCTION OF LARGE
 CP1556'AND SMALL OLD LEVEES.  ABOUT 100 METERS DOWNSTREAM FROM A GROUP OF
 CP1556'COTTONWOOD AND WILLOW TREES.  4.36 METERS LANDSIDE OF FENCE AT EDGE OF
 CP1556'MOUND.  TOP OF CAP IS ABOUT 12 IN. ABOVE GROUND.
 CP1556
 CP1556                          STATION RECOVERY (1935)
 CP1556
 CP1556'RECOVERY NOTE BY MISSISSIPPI RIVER COMMISSION 1935 (JSH)
 CP1556'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CP1556
 CP1556                          STATION RECOVERY (1962)
 CP1556
 CP1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHT)
 CP1556'RECOVERED AS DESCRIBED.
 CP1556
 CP1556                          STATION RECOVERY (1962)
 CP1556
 CP1556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CP1556'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2796 ***********************************************************************
 BX2796  DESIGNATION -  POINT RM A 1965
 BX2796  PID         -  BX2796
 BX2796  STATE/COUNTY-  LA/NATCHITOCHES
 BX2796  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2796
 BX2796                         *CURRENT SURVEY CONTROL
 BX2796  ___________________________________________________________________
 BX2796* NAD 83(1992)-  31 49 54.99651(N)    093 06 16.31645(W)     ADJUSTED  
 BX2796* NAVD 88     -        69.3    (meters)     227.     (feet)  VERTCON   
 BX2796  ___________________________________________________________________
 BX2796  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BX2796  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2796
 BX2796  HORZ ORDER  -  FIRST
 BX2796
 BX2796.The horizontal coordinates were established by classical geodetic methods
 BX2796.and adjusted by the National Geodetic Survey in January 1993..
 BX2796
 BX2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2796
 BX2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2796
 BX2796.The geoid height was determined by GEOID03.
 BX2796
 BX2796;                    North         East     Units Scale Factor Converg.
 BX2796;SPC LA N     -   147,838.608   942,777.004   MT  0.99991586   -0 19 10.6
 BX2796;SPC LA N     -   485,033.83  3,093,094.22   sFT  0.99991586   -0 19 10.6
 BX2796;UTM  15      - 3,521,812.901   490,108.392   MT  0.99960121   -0 03 18.5
 BX2796
 BX2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2796!SPC LA N     -   0.99999321  x   0.99991586  =   0.99990907
 BX2796!UTM  15      -   0.99999321  x   0.99960121  =   0.99959442
 BX2796
 BX2796:                Primary Azimuth Mark                     Grid Az
 BX2796:SPC LA N     -  PIERRE                                   240 09 42.3
 BX2796:UTM  15      -  PIERRE                                   239 53 50.2
 BX2796
 BX2796|---------------------------------------------------------------------|
 BX2796| PID    Reference Object                     Distance      Geod. Az  |
 BX2796|                                                           dddmmss.s |
 BX2796| BX2805 PIERRE                              APPROX.10.2 KM 2395031.7 |
 BX2796| BX2797 POINT                                26.615 METERS 30222     |
 BX2796|---------------------------------------------------------------------|
 BX2796
 BX2796                          SUPERSEDED SURVEY CONTROL
 BX2796
 BX2796  NAD 83(1986)-  31 49 55.01140(N)    093 06 16.30820(W) AD(       ) 1
 BX2796  NAD 27      -  31 49 54.42376(N)    093 06 15.71802(W) AD(       ) 1
 BX2796  NGVD 29 (07/19/86)   69.3    (m)          227.     (f) VERT ANG       
 BX2796
 BX2796.Superseded values are not recommended for survey control.
 BX2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2796.See file dsdata.txt to determine how the superseded data were derived.
 BX2796
 BX2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9010821813(NAD 83)
 BX2796_MARKER: DS = TRIANGULATION STATION DISK
 BX2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2796+STABILITY: SURFACE MOTION
 BX2796
 BX2796  HISTORY     - Date     Condition        Report By
 BX2796  HISTORY     - 1965     MONUMENTED       CGS
 BX2796
 BX2796                          STATION DESCRIPTION
 BX2796
 BX2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2796'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME
 BX2796'PROPERTY AS TRIANGULATION STATION POINT.
 BX2796'
 BX2796'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED
 BX2796'POINT RM A 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BX2796'THAT PROJECTS ABOUT 2 INCHES.  MARK IS 48 FEET EAST-SOUTHEAST
 BX2796'OF THE CENTER OF A GRADED ROAD, 26.1 FEET EAST-NORTHEAST OF
 BX2796'A 20-INCH OAK TREE, 10.5 FEET NORTHEAST OF A 12-INCH
 BX2796'TRIANGULAR BLAZED OAK TREE AND 4 FEET WEST-SOUTHWEST OF A METAL
 BX2796'WITNESS POST.
 BX2796'
 BX2796'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BX2796'POINT, DISTANCE BEING 26.616 METERS OR 87.32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0998 ***********************************************************************
 AT0998  DESIGNATION -  POINTE 1934
 AT0998  PID         -  AT0998
 AT0998  STATE/COUNTY-  LA/ST BERNARD
 AT0998  USGS QUAD   -  LAKE ELOI (1994)
 AT0998
 AT0998                         *CURRENT SURVEY CONTROL
 AT0998  ___________________________________________________________________
 AT0998* NAD 83(1992)-  29 45 12.19114(N)    089 29 11.48349(W)     ADJUSTED  
 AT0998* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0998  ___________________________________________________________________
 AT0998  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AT0998  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AT0998
 AT0998  HORZ ORDER  -  SECOND
 AT0998
 AT0998.The horizontal coordinates were established by classical geodetic methods
 AT0998.and adjusted by the National Geodetic Survey in May 1994..
 AT0998
 AT0998.The orthometric height was scaled from a topographic map.
 AT0998
 AT0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0998
 AT0998.The geoid height was determined by GEOID03.
 AT0998
 AT0998;                    North         East     Units Scale Factor Converg.
 AT0998;SPC LA S     -   140,370.512 1,178,611.435   MT  0.99993502   +0 55 24.3
 AT0998;SPC LA S     -   460,532.25  3,866,827.68   sFT  0.99993502   +0 55 24.3
 AT0998;UTM  16      - 3,294,049.389   259,551.273   MT  1.00031340   -1 14 04.5
 AT0998
 AT0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0998!SPC LA S     -   1.00000399  x   0.99993502  =   0.99993901
 AT0998!UTM  16      -   1.00000399  x   1.00031340  =   1.00031740
 AT0998
 AT0998                          SUPERSEDED SURVEY CONTROL
 AT0998
 AT0998  NAD 83(1992)-  29 45 12.19361(N)    089 29 11.48168(W) AD(       ) 2
 AT0998  NAD 83(1986)-  29 45 12.19979(N)    089 29 11.48448(W) AD(       ) 2
 AT0998  NAD 27      -  29 45 11.45900(N)    089 29 11.28500(W) AD(       ) 2
 AT0998
 AT0998.Superseded values are not recommended for survey control.
 AT0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0998.See file dsdata.txt to determine how the superseded data were derived.
 AT0998
 AT0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5955194049(NAD 83)
 AT0998_MARKER: DS = TRIANGULATION STATION DISK
 AT0998_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0998_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0998
 AT0998  HISTORY     - Date     Condition        Report By
 AT0998  HISTORY     - 1934     MONUMENTED       CGS
 AT0998  HISTORY     - 1952     GOOD             CGS
 AT0998  HISTORY     - 1965     GOOD             CGS
 AT0998  HISTORY     - 1966     GOOD             CGS
 AT0998  HISTORY     - 1969     GOOD             CGS
 AT0998
 AT0998                          STATION DESCRIPTION
 AT0998
 AT0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0998'STATION LOCATED ON POINTE-EN-POINTE BAYOU ABOUT 4.2 MILES S OF LAKE
 AT0998'ELOI.  LOCATED ON
 AT0998'THE POINT FORMED BY INTERSECTION OF THE BAYOU AND A
 AT0998'SMALL BAY LEADING TO W, WHICH BAY IS
 AT0998'THE SECOND WATERWAY LEADING TO
 AT0998'THE WESTWARD FROM THE BAYOU.  LOCATED 117 METERS FROM
 AT0998'THE EXTREME TIP OF
 AT0998'THE POINT, 29 METERS FROM THE W BANK OF THE BAYOU, 35 METERS FROM
 AT0998'THE E SHORE OF THE
 AT0998'BAY, IN SOFT MARSH.
 AT0998'
 AT0998'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0998'OF THE TOP OF A
 AT0998'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0998'UPPER END OF A LONG WOODEN PILE
 AT0998'DRIVEN INTO THE MARSH.
 AT0998'
 AT0998'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF
 AT0998'CONCRETE.  BOTH
 AT0998'ARE IN SOFT MARSH AND CAST AROUND CYPRESS PILINGS.
 AT0998'
 AT0998'REFERENCE MARK NO. 1 IS 15.494 METERS NE OF THE STATION.  REFERENCE
 AT0998'MARK NO.  2 IS
 AT0998'13.793 METERS NW OF STATION.  DISTANCE BETWEEN
 AT0998'REFERENCE MARK NO.  1 AND NO.  2
 AT0998'IS 19.536 METERS.
 AT0998'
 AT0998'REACHED VIA LAKE ELOI, BAYOU POINTE-EN-POINTE TO THE INTERSECTION OF
 AT0998'THE SMALL BAY AND
 AT0998'THE STATION.  A DRAFT OF 4 FEET CAN BE CARRIED TO
 AT0998'THE STATION.
 AT0998'
 AT0998'ANGLE AT STATION- R. M. NO. 2 TO R. M. NO. 1 -83 DEG 47 MIN.
 AT0998'
 AT0998'ANGLE AT R. M. NO. 2-R. M. NO. 1 TO STATION - 52 DEG 03 MIN.
 AT0998'
 AT0998'ANGLE AT R. M. NO. 1- STATION TO R. M. NO. 2 - 44 DEG 10 MIN.
 AT0998
 AT0998                          STATION RECOVERY (1952)
 AT0998
 AT0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0998'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS COULD NOT BE
 AT0998'FOUND BUT ARE
 AT0998'PROBABLY UNDERGROUND.
 AT0998'
 AT0998'APPARENT SHORELINE IS 108 FEET S 35 DEG W AND 87 FEET
 AT0998'N 20 DEG E.
 AT0998
 AT0998                          STATION RECOVERY (1965)
 AT0998
 AT0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AT0998'THE STATION WAS VISITED.  THE STATION MARK WAS FOUND AS DESCRIBED AND
 AT0998'IT IS IN FAIR
 AT0998'CONDITION.  A SMALL WOODEN PLATFORM IS ERECTED OVER THE
 AT0998'STATION.  THE REFERENCE MARKS
 AT0998'WERE NOT RECOVERED.  THE REFERENCE
 AT0998'MARKS ARE PROBABLY COVERED BY MUD.  THE AREA IS
 AT0998'MARSHY AND COVERED BY
 AT0998'HEAVY GRASS.
 AT0998'
 AT0998'A STEEL WITNESS POST AND SIGN WAS LEFT STANDING AT THE STATION MARK.
 AT0998'
 AT0998'THE STATION WAS REACHED BY FLOAT PLANE, BEACHING NEAR THE STATION
 AT0998'SITE.
 AT0998
 AT0998                          STATION RECOVERY (1966)
 AT0998
 AT0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0998'STATION MARK WAS RECOVERED AS DESCRIBED IN THE 1934 DESCRIPTIONS.
 AT0998'REFERENCE MARKS 1
 AT0998'AND 2 WERE FOUND TO HAVE BEEN DESTROYED DUE TO
 AT0998'EROSION.
 AT0998'
 AT0998'NOTE- THIS STATION WAS NOT OCCUPIED AT THIS TIME BUT SERVES AS AN
 AT0998'AZIMUTH MARK FOR
 AT0998'TRIANGULATION STATION SPOIL.  A TELLUROMETER
 AT0998'TRAVERSE WAS ALSO MADE TO
 AT0998'TRIANGULATION STATION SPOIL THE DISTANCE
 AT0998'BEING 317.781 METERS.
 AT0998
 AT0998                          STATION RECOVERY (1969)
 AT0998
 AT0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0998'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION,
 AT0998'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT0998'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1307 ***********************************************************************
 AT1307  DESIGNATION -  POINTE A LA HACHE CTHSE FP
 AT1307  PID         -  AT1307
 AT1307  STATE/COUNTY-  LA/PLAQUEMINES
 AT1307  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1307
 AT1307                         *CURRENT SURVEY CONTROL
 AT1307  ___________________________________________________________________
 AT1307* NAD 83(1992)-  29 34 40.86824(N)    089 47 44.70679(W)     ADJUSTED  
 AT1307* NAVD 88     -                                                        
 AT1307  **This station is located in a subsidence area (see below).
 AT1307  ___________________________________________________________________
 AT1307  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AT1307  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AT1307
 AT1307  HORZ ORDER  -  THIRD
 AT1307
 AT1307.The horizontal coordinates were established by classical geodetic methods
 AT1307.and adjusted by the National Geodetic Survey in January 1993..
 AT1307
 AT1307 ** The orthometric height has not been validated since last determined
 AT1307 ** by differential leveling and should not be used for control purposes.
 AT1307 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1307 ** area with valid NAVD 88 orthometric heights.
 AT1307 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1307 ** epoch indicated which incorporates improved geoid heights for the
 AT1307 ** Southern Louisiana Subsidence area.
 AT1307 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1307
 AT1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1307
 AT1307.The geoid height was determined by GEOID03.
 AT1307
 AT1307;                    North         East     Units Scale Factor Converg.
 AT1307;SPC LA S     -   120,492.789 1,148,967.642   MT  0.99995280   +0 46 07.7
 AT1307;SPC LA S     -   395,316.76  3,769,571.34   sFT  0.99995280   +0 46 07.7
 AT1307;UTM  16      - 3,275,291.166   229,167.221   MT  1.00050515   -1 22 51.1
 AT1307
 AT1307                          SUPERSEDED SURVEY CONTROL
 AT1307
 AT1307  NAD 83(1986)-  29 34 40.87942(N)    089 47 44.71135(W) AD(       ) 4
 AT1307  NAD 27      -  29 34 40.11500(N)    089 47 44.48300(W) AD(       ) 3
 AT1307
 AT1307.Superseded values are not recommended for survey control.
 AT1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1307.See file dsdata.txt to determine how the superseded data were derived.
 AT1307
 AT1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2916775291(NAD 83)
 AT1307_MARKER: 86 = CUPOLA
 AT1307
 AT1307  HISTORY     - Date     Condition        Report By
 AT1307  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1307
 AT1307                          STATION DESCRIPTION
 AT1307
 AT1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1307'INTERSECTION STATION
 AT1307'IN THE TOWN OF
 AT1307'POINT A LA HACHE IN PLAQUEMINES PARISH.  THE COURTHOUSE IS
 AT1307'OF BRICK AND FACES THE
 AT1307'MISSISSIPPI.  THE STATION IS THE POINT ON THE TOWER OF THE
 AT1307'COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1308 ***********************************************************************
 AT1308  DESIGNATION -  POINTE A LA HACHE CH NAV LT
 AT1308  PID         -  AT1308
 AT1308  STATE/COUNTY-  LA/PLAQUEMINES
 AT1308  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1308
 AT1308                         *CURRENT SURVEY CONTROL
 AT1308  ___________________________________________________________________
 AT1308* NAD 83(1992)-  29 34 39.80227(N)    089 47 45.43127(W)     ADJUSTED  
 AT1308* NAVD 88     -                                                        
 AT1308  **This station is located in a subsidence area (see below).
 AT1308  ___________________________________________________________________
 AT1308  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AT1308  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AT1308
 AT1308  HORZ ORDER  -  THIRD
 AT1308
 AT1308.The horizontal coordinates were established by classical geodetic methods
 AT1308.and adjusted by the National Geodetic Survey in January 1993..
 AT1308
 AT1308 ** The orthometric height has not been validated since last determined
 AT1308 ** by differential leveling and should not be used for control purposes.
 AT1308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1308 ** area with valid NAVD 88 orthometric heights.
 AT1308 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1308 ** epoch indicated which incorporates improved geoid heights for the
 AT1308 ** Southern Louisiana Subsidence area.
 AT1308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1308
 AT1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1308
 AT1308.The geoid height was determined by GEOID03.
 AT1308
 AT1308;                    North         East     Units Scale Factor Converg.
 AT1308;SPC LA S     -   120,459.710 1,148,948.586   MT  0.99995283   +0 46 07.4
 AT1308;SPC LA S     -   395,208.23  3,769,508.82   sFT  0.99995283   +0 46 07.4
 AT1308;UTM  16      - 3,275,258.808   229,146.927   MT  1.00050529   -1 22 51.4
 AT1308
 AT1308                          SUPERSEDED SURVEY CONTROL
 AT1308
 AT1308  NAD 83(1986)-  29 34 39.81342(N)    089 47 45.43585(W) AD(       ) 4
 AT1308  NAD 27      -  29 34 39.04000(N)    089 47 45.19000(W) AD(       ) 3
 AT1308
 AT1308.Superseded values are not recommended for survey control.
 AT1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1308.See file dsdata.txt to determine how the superseded data were derived.
 AT1308
 AT1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2914775259(NAD 83)
 AT1308_MARKER: 14 = NAVIGATION LIGHT
 AT1308
 AT1308  HISTORY     - Date     Condition        Report By
 AT1308  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1308  HISTORY     - 1950     GOOD             CGS
 AT1308
 AT1308                          STATION DESCRIPTION
 AT1308
 AT1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AT1308'POINTE A LA HACHE COURTHOUSE LIGHT HAS BEEN RENAMED POINT
 AT1308'A LA HACHE LIGHT.
 AT1308'
 AT1308'POINTE A LA HACHE LIGHT HAS BEEN RENAMED BOHEMIA LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1306 ***********************************************************************
 AT1306  DESIGNATION -  POINTE A LA HACHE KKD 555 MAST
 AT1306  PID         -  AT1306
 AT1306  STATE/COUNTY-  LA/PLAQUEMINES
 AT1306  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1306
 AT1306                         *CURRENT SURVEY CONTROL
 AT1306  ___________________________________________________________________
 AT1306* NAD 83(1992)-  29 34 27.92969(N)    089 47 57.44179(W)     ADJUSTED  
 AT1306* NAVD 88     -                                                        
 AT1306  **This station is located in a subsidence area (see below).
 AT1306  ___________________________________________________________________
 AT1306  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AT1306  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AT1306
 AT1306  HORZ ORDER  -  THIRD
 AT1306
 AT1306.The horizontal coordinates were established by classical geodetic methods
 AT1306.and adjusted by the National Geodetic Survey in January 1993..
 AT1306
 AT1306 ** The orthometric height has not been validated since last determined
 AT1306 ** by differential leveling and should not be used for control purposes.
 AT1306 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1306 ** area with valid NAVD 88 orthometric heights.
 AT1306 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1306 ** epoch indicated which incorporates improved geoid heights for the
 AT1306 ** Southern Louisiana Subsidence area.
 AT1306 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1306
 AT1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1306
 AT1306.The geoid height was determined by GEOID03.
 AT1306
 AT1306;                    North         East     Units Scale Factor Converg.
 AT1306;SPC LA S     -   120,089.867 1,148,630.267   MT  0.99995326   +0 46 01.3
 AT1306;SPC LA S     -   393,994.84  3,768,464.47   sFT  0.99995326   +0 46 01.3
 AT1306;UTM  16      - 3,274,900.967   228,814.776   MT  1.00050751   -1 22 56.8
 AT1306
 AT1306                          SUPERSEDED SURVEY CONTROL
 AT1306
 AT1306  NAD 83(1986)-  29 34 27.94090(N)    089 47 57.44645(W) AD(       ) 4
 AT1306  NAD 27      -  29 34 27.17181(N)    089 47 57.20523(W) AD(       ) 3
 AT1306
 AT1306.Superseded values are not recommended for survey control.
 AT1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1306.See file dsdata.txt to determine how the superseded data were derived.
 AT1306
 AT1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2881574901(NAD 83)
 AT1306_MARKER: 42 = RADIO/TV MAST
 AT1306
 AT1306  HISTORY     - Date     Condition        Report By
 AT1306  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1306
 AT1306                          STATION DESCRIPTION
 AT1306
 AT1306'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1305 ***********************************************************************
 AT1305  DESIGNATION -  POINTE A LA HACHE MICROWAVE TR
 AT1305  PID         -  AT1305
 AT1305  STATE/COUNTY-  LA/PLAQUEMINES
 AT1305  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1305
 AT1305                         *CURRENT SURVEY CONTROL
 AT1305  ___________________________________________________________________
 AT1305* NAD 83(1992)-  29 35 07.47240(N)    089 48 20.22297(W)     ADJUSTED  
 AT1305* NAVD 88     -                                                        
 AT1305  **This station is located in a subsidence area (see below).
 AT1305  ___________________________________________________________________
 AT1305  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AT1305  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AT1305
 AT1305  HORZ ORDER  -  THIRD
 AT1305
 AT1305.The horizontal coordinates were established by classical geodetic methods
 AT1305.and adjusted by the National Geodetic Survey in January 1993..
 AT1305
 AT1305 ** The orthometric height has not been validated since last determined
 AT1305 ** by differential leveling and should not be used for control purposes.
 AT1305 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1305 ** area with valid NAVD 88 orthometric heights.
 AT1305 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1305 ** epoch indicated which incorporates improved geoid heights for the
 AT1305 ** Southern Louisiana Subsidence area.
 AT1305 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1305
 AT1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1305
 AT1305.The geoid height was determined by GEOID03.
 AT1305
 AT1305;                    North         East     Units Scale Factor Converg.
 AT1305;SPC LA S     -   121,299.045 1,148,000.955   MT  0.99995186   +0 45 50.0
 AT1305;SPC LA S     -   397,961.95  3,766,399.80   sFT  0.99995186   +0 45 50.0
 AT1305;UTM  16      - 3,276,133.586   228,230.939   MT  1.00051142   -1 23 09.7
 AT1305
 AT1305                          SUPERSEDED SURVEY CONTROL
 AT1305
 AT1305  NAD 83(1986)-  29 35 07.48371(N)    089 48 20.22746(W) AD(       ) 4
 AT1305  NAD 27      -  29 35 06.71691(N)    089 48 19.98600(W) AD(       ) 3
 AT1305
 AT1305.Superseded values are not recommended for survey control.
 AT1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1305.See file dsdata.txt to determine how the superseded data were derived.
 AT1305
 AT1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2823176134(NAD 83)
 AT1305_MARKER: 45 = MICROWAVE TOWER
 AT1305
 AT1305  HISTORY     - Date     Condition        Report By
 AT1305  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1305
 AT1305                          STATION DESCRIPTION
 AT1305
 AT1305'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1304 ***********************************************************************
 AT1304  DESIGNATION -  POINTE A LA HACHE WATER TANK
 AT1304  PID         -  AT1304
 AT1304  STATE/COUNTY-  LA/PLAQUEMINES
 AT1304  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1304
 AT1304                         *CURRENT SURVEY CONTROL
 AT1304  ___________________________________________________________________
 AT1304* NAD 83(1992)-  29 35 10.81397(N)    089 48 23.33510(W)     ADJUSTED  
 AT1304* NAVD 88     -                                                        
 AT1304  **This station is located in a subsidence area (see below).
 AT1304  ___________________________________________________________________
 AT1304  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AT1304  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AT1304
 AT1304  HORZ ORDER  -  THIRD
 AT1304
 AT1304.The horizontal coordinates were established by classical geodetic methods
 AT1304.and adjusted by the National Geodetic Survey in January 1993..
 AT1304
 AT1304 ** The orthometric height has not been validated since last determined
 AT1304 ** by differential leveling and should not be used for control purposes.
 AT1304 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1304 ** area with valid NAVD 88 orthometric heights.
 AT1304 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1304 ** epoch indicated which incorporates improved geoid heights for the
 AT1304 ** Southern Louisiana Subsidence area.
 AT1304 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1304
 AT1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1304
 AT1304.The geoid height was determined by GEOID03.
 AT1304
 AT1304;                    North         East     Units Scale Factor Converg.
 AT1304;SPC LA S     -   121,400.803 1,147,915.841   MT  0.99995174   +0 45 48.4
 AT1304;SPC LA S     -   398,295.80  3,766,120.56   sFT  0.99995174   +0 45 48.4
 AT1304;UTM  16      - 3,276,238.524   228,149.657   MT  1.00051197   -1 23 11.4
 AT1304
 AT1304                          SUPERSEDED SURVEY CONTROL
 AT1304
 AT1304  NAD 83(1986)-  29 35 10.82527(N)    089 48 23.33958(W) AD(       ) 4
 AT1304  NAD 27      -  29 35 10.05641(N)    089 48 23.09596(W) AD(       ) 3
 AT1304
 AT1304.Superseded values are not recommended for survey control.
 AT1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1304.See file dsdata.txt to determine how the superseded data were derived.
 AT1304
 AT1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2815076239(NAD 83)
 AT1304_MARKER: 53 = ELEVATED TANK
 AT1304
 AT1304  HISTORY     - Date     Condition        Report By
 AT1304  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1304
 AT1304                          STATION DESCRIPTION
 AT1304
 AT1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1304'STATION IS LOCATED IN POINT A LA HACHE.
 AT1304'STATION IS A WATER
 AT1304'TANK SUPPORTED BY 4 LEGS AND IS APPROXIMATELY
 AT1304'100 FEET HIGH.
 AT1304'
 AT1304'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2603 ***********************************************************************
 BX2603  DESIGNATION -  POLAND
 BX2603  PID         -  BX2603
 BX2603  STATE/COUNTY-  LA/RAPIDES
 BX2603  USGS QUAD   -  LATANIER (1993)
 BX2603
 BX2603                         *CURRENT SURVEY CONTROL
 BX2603  ___________________________________________________________________
 BX2603* NAD 83(1992)-  31 10 21.05009(N)    092 18 01.27242(W)     ADJUSTED  
 BX2603* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 BX2603  ___________________________________________________________________
 BX2603  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BX2603  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX2603
 BX2603  HORZ ORDER  -  FIRST
 BX2603
 BX2603.The horizontal coordinates were established by classical geodetic methods
 BX2603.and adjusted by the National Geodetic Survey in January 1993..
 BX2603
 BX2603.The orthometric height was scaled from a topographic map.
 BX2603
 BX2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2603
 BX2603.The geoid height was determined by GEOID03.
 BX2603
 BX2603;                    North         East     Units Scale Factor Converg.
 BX2603;SPC LA N     -    74,584.133 1,019,032.649   MT  0.99999868   +0 06 20.0
 BX2603;SPC LA N     -   244,698.11  3,343,276.28   sFT  0.99999868   +0 06 20.0
 BX2603;UTM  15      - 3,448,931.779   566,672.730   MT  0.99965483   +0 21 43.8
 BX2603
 BX2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2603!SPC LA N     -   1.00000076  x   0.99999868  =   0.99999944
 BX2603!UTM  15      -   1.00000076  x   0.99965483  =   0.99965559
 BX2603
 BX2603:                Primary Azimuth Mark                     Grid Az
 BX2603:SPC LA N     -  RUBY LOT                                 018 02 12.6
 BX2603:UTM  15      -  RUBY LOT                                 017 46 48.8
 BX2603
 BX2603|---------------------------------------------------------------------|
 BX2603| PID    Reference Object                     Distance      Geod. Az  |
 BX2603|                                                           dddmmss.s |
 BX2603| BX2602 RUBY LOT                            APPROX. 9.0 KM 0180832.6 |
 BX2603| CY4498 POLAND RM 1                          44.309 METERS 11118     |
 BX2603| CY4497 POLAND AZ MK                                       1800613.2 |
 BX2603| BX2624 ALEXANDRIA LSU TANK                 APPROX.10.9 KM 2721606.9 |
 BX2603| CY4499 POLAND RM 2                          36.302 METERS 31828     |
 BX2603|---------------------------------------------------------------------|
 BX2603
 BX2603                          SUPERSEDED SURVEY CONTROL
 BX2603
 BX2603  NAD 83(1986)-  31 10 21.06949(N)    092 18 01.26723(W) AD(       ) 1
 BX2603  NAD 27      -  31 10 20.39849(N)    092 18 00.79326(W) AD(       ) 1
 BX2603
 BX2603.Superseded values are not recommended for survey control.
 BX2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2603.See file dsdata.txt to determine how the superseded data were derived.
 BX2603
 BX2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6667348932(NAD 83)
 BX2603_MARKER: DS = TRIANGULATION STATION DISK
 BX2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2603
 BX2603  HISTORY     - Date     Condition        Report By
 BX2603  HISTORY     - 1969     MONUMENTED       CGS
 BX2603  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2603
 BX2603                          STATION DESCRIPTION
 BX2603
 BX2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2603'(NO MEASUREMENT WAS MADE BETWEEN RM 1 AND RM 2)
 BX2603'
 BX2603'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH AND 6 MILES EAST
 BX2603'OF LECOMPTE, 2-1/4 MILES SOUTH AND 3-1/2 MILES EAST OF THE SMALL
 BX2603'COMMUNITY OF LATANIER, JUST WEST OF THE SECTION LINE BETWEEN THE
 BX2603'SOUTHEAST QUARTER OF SECTION 6 AND THE SOUTHWEST QUARTER OF
 BX2603'SECTION 5, T2N, R2E, ON THE TOP OF THE SOUTH LEVEE OF THE RED
 BX2603'RIVER ON PROPERTY OF THE RED RIVER, ATCHAFALAYA AND BAYOU BOEUF
 BX2603'LEVEE DISTRICT.
 BX2603'
 BX2603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BX2603'457 IN THE SMALL COMMUNITY OF LATANIER, THIS IS ABOUT 9-1/2 MILES
 BX2603'SOUTHEAST ALONG STATE HIGHWAY 1 FROM ALEXANDRIA, GO SOUTHEAST ON
 BX2603'STATE HIGHWAY 1 FOR 0.75 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 BX2603'TAKE LEFT FORK AND GO NORTH ON PAVED ROAD FOR 0.8 MILE TO A
 BX2603'FARM DRIVE AND AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD, NORTH,
 BX2603'AND GO 0.4 MILE TO A T-INTERSECTION AND STATION AHEAD ON TOP OF
 BX2603'LEVEE.
 BX2603'
 BX2603'STATION MARK IS A STANDARD DISK STAMPED POLAND 1969, SET IN THE
 BX2603'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 BX2603'INCH.  IT IS 209 FEET NORTHWEST OF T-INTERSECTION, 151 FEET
 BX2603'NORTH OF THE APPROXIMATE CENTER OF A PAVED ROAD, 146 FEET WEST
 BX2603'OF A METAL WITNESS POST WITH A SIGN ATTACHED, 120 FEET NORTH
 BX2603'OF A FENCE LINE, 120 FEET EAST-SOUTHEAST OF A METAL WITNESS POST
 BX2603'WITH A SIGN ATTACHED.
 BX2603'
 BX2603'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, POLAND NO 1 1969,
 BX2603'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2603'3 INCHES.  IT IS 104 FEET EAST OF A FENCE LINE AND CATTLE GUARD,
 BX2603'5 FEET NORTH OF THE APPROXIMATE CENTER OF THE LEVEE, 1.5 FEET
 BX2603'WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2603'
 BX2603'REFERENCE MARK 2 IS A STANDARD DISK STAMPED POLAND NO 2 1969,
 BX2603'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2603'6 INCHES.  IT IS 172 FEET NORTH OF THE APPROXIMATE CENTER OF A
 BX2603'PAVED ROAD, 162 FEET WEST OF A FENCE LINE AND CATTLE GUARD, 5
 BX2603'FEET NORTH OF THE APPROXIMATE CENTER OF THE LEVEE, 2 FEET EAST
 BX2603'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2603'
 BX2603'AZIMUTH MARK IS A STANDARD DISK STAMPED POLAND 1969, SET IN THE
 BX2603'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 BX2603'54 FEET NORTH OF THE APPROXIMATE CENTER OF A PAVED ROAD, 5 FEET
 BX2603'WEST OF A FENCE CORNER, 1.5 FEET NORTHWEST OF A METAL WITNESS
 BX2603'POST WITH A SIGN ATTACHED, 1 FOOT NORTH OF A FENCE LINE.
 BX2603'
 BX2603'HEIGHT OF LIGHT ABOVE STATION MARK 113.0 FEET.
 BX2603
 BX2603                          STATION RECOVERY (1999)
 BX2603
 BX2603'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2898 ***********************************************************************
 BX2898  DESIGNATION -  POLK
 BX2898  PID         -  BX2898
 BX2898  STATE/COUNTY-  LA/VERNON
 BX2898  USGS QUAD   -  FORT POLK (1974)
 BX2898
 BX2898                         *CURRENT SURVEY CONTROL
 BX2898  ___________________________________________________________________
 BX2898* NAD 83(1992)-  31 03 14.71278(N)    093 13 34.46312(W)     ADJUSTED  
 BX2898* NAVD 88     -       117.10   (+/-2cm)     384.2    (feet)  VERTCON   
 BX2898  ___________________________________________________________________
 BX2898  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 BX2898  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX2898
 BX2898  HORZ ORDER  -  FIRST
 BX2898  VERT ORDER  -  THIRD ? (See Below)
 BX2898
 BX2898.The horizontal coordinates were established by classical geodetic methods
 BX2898.and adjusted by the National Geodetic Survey in January 1993..
 BX2898
 BX2898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2898.The vertical order pertains to the NGVD 29 superseded value.
 BX2898
 BX2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2898
 BX2898.The geoid height was determined by GEOID03.
 BX2898
 BX2898;                    North         East     Units Scale Factor Converg.
 BX2898;SPC LA N     -    61,668.539   930,678.803   MT  1.00002743   -0 23 02.3
 BX2898;SPC LA N     -   202,324.20  3,053,402.04   sFT  1.00002743   -0 23 02.3
 BX2898;UTM  15      - 3,435,618.128   478,413.955   MT  0.99960575   -0 07 00.1
 BX2898
 BX2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2898!SPC LA N     -   0.99998580  x   1.00002743  =   1.00001323
 BX2898!UTM  15      -   0.99998580  x   0.99960575  =   0.99959155
 BX2898
 BX2898:                Primary Azimuth Mark                     Grid Az
 BX2898:SPC LA N     -  CENTRAL LOOKOUT                          126 26 28.8
 BX2898:UTM  15      -  CENTRAL LOOKOUT                          126 10 26.6
 BX2898
 BX2898|---------------------------------------------------------------------|
 BX2898| PID    Reference Object                     Distance      Geod. Az  |
 BX2898|                                                           dddmmss.s |
 BX2898| BX2896 CENTRAL LOOKOUT                     APPROX. 4.9 KM 1260326.5 |
 BX2898| BK3016 DRAKE RESET                         APPROX.10.3 KM 1400704.7 |
 BX2898| BX2902 POLK 2 RM 5                         375.480 METERS 15433     |
 BX2898|---------------------------------------------------------------------|
 BX2898
 BX2898                          SUPERSEDED SURVEY CONTROL
 BX2898
 BX2898  NAD 83(1986)-  31 03 14.72712(N)    093 13 34.45762(W) AD(       ) 1
 BX2898  NAD 27      -  31 03 14.04799(N)    093 13 33.87624(W) AD(       ) 1
 BX2898  NGVD 29 (07/19/86)  117.21   (m)          384.5    (f) LEVELING    3  
 BX2898
 BX2898.Superseded values are not recommended for survey control.
 BX2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2898.See file dsdata.txt to determine how the superseded data were derived.
 BX2898
 BX2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7841435618(NAD 83)
 BX2898_MARKER: DS = TRIANGULATION STATION DISK
 BX2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2898
 BX2898  HISTORY     - Date     Condition        Report By
 BX2898  HISTORY     - 1941     MONUMENTED       CGS
 BX2898  HISTORY     - 1941     GOOD             CGS
 BX2898  HISTORY     - 1953     GOOD             CGS
 BX2898  HISTORY     - 1976     GOOD             NGS
 BX2898  HISTORY     - 1979     GOOD             NGS
 BX2898  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2898  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2898
 BX2898                          STATION DESCRIPTION
 BX2898
 BX2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2898'STATION IS ABOUT 6-1/2 MILES SSE OF THE TOWN OF LEESVILLE
 BX2898'ON THE GOVERNMENT RESERVATION OF CAMP POLK, NOW UNDER CONSTRUCTION,
 BX2898'ON THE HIGHEST GROUND OF AN EXTENSIVE HILL AT THE FOOT OF
 BX2898'A GRAVEL STREET CALLED AVENUE G EAST, WHERE IT FORMS A
 BX2898'T-INTERSECTION WITH A MAIN GRAVEL ROAD.  IT IS 41 FEET NW
 BX2898'OF CENTER OF T-INTERSECTION AND 23 FEET W OF THE CENTER LINE
 BX2898'OF MAIN GRAVEL ROAD.  IT IS STAMPED POLK 1941 AND PROJECTS
 BX2898'ABOUT 4 INCHES.
 BX2898'
 BX2898'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2898'BRONZE DISKS SET IN CONCRETE.
 BX2898'
 BX2898'REFERENCE MARK NO. 1 IS SE OF THE STATION, 13-1/2 FEET E
 BX2898'OF CORNER LINE POLE.  IT IS STAMPED POLK R.M. NO. 1 1941 AND
 BX2898'PROJECTS ABOUT 4 INCHES.
 BX2898'
 BX2898'REFERENCE MARK NO. 2 IS SW OF THE STATION, 80 FEET W OF THE
 BX2898'CENTER OF THE T-INTERSECTION.  IT IS STAMPED POLK R.M. NO. 2
 BX2898'1941 AND PROJECTS ABOUT 4 INCHES.
 BX2898'
 BX2898'THE AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION ABOUT
 BX2898'50 YARDS E OF THE MAIN GRAVEL ROAD MENTIONED ABOVE, 5 FEET
 BX2898'N OF A LONE 10-INCH PINE TREE AND 4 FEET SW OF A WHITE WITNESS
 BX2898'POST.
 BX2898'
 BX2898'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BX2898
 BX2898                          STATION RECOVERY (1941)
 BX2898
 BX2898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RCO)
 BX2898'RECOVERED AS DESCRIBED.
 BX2898
 BX2898                          STATION RECOVERY (1953)
 BX2898
 BX2898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (MOL)
 BX2898'STATION RECOVERED IN GOOD CONDITION.  IT IS 8 INCHES FROM
 BX2898'PINE TREE 132.7 FEET SE.  10 FOOT PINE TREE 188.0 FEET SW.
 BX2898'
 BX2898'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION AS DESCRIBED
 BX2898'EXCEPT THE STAMPING IS POLK 1941 INSTEAD OF (POLE).
 BX2898'
 BX2898'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 BX2898'VISIBLE FROM AZIMUTH ON GROUND.
 BX2898
 BX2898                          STATION RECOVERY (1976)
 BX2898
 BX2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AKH)
 BX2898'THE STATION WAS VISITED 1-20-76 AND THE STATION MARK WAS FOUND IN
 BX2898'GOOD CONDITION.  THE REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 BX2898'MARK WERE FOUND DESTROYED.  REFERENCE MARKS NO. 3 AND 4 WERE
 BX2898'ESTABLISHED AT THIS DATE.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED
 BX2898'AT THIS DATE.  THE AREA AROUND THE STATION IS BEING DEVELOPED
 BX2898'WITH A HOUSING PROJECT.  A NEW DESCRIPTION FOLLOWS--
 BX2898'
 BX2898'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTHEAST OF LEESVILLE,
 BX2898'AT THE EASTERAN EDGE OF FORT POLK, IN THE CENTER AND EAST SIDE OF
 BX2898'SECTION 19, ABOUT 900 FEET NORTH OF A ROAD LEADING WEST FROM THE
 BX2898'WEST ENTRANCE TO FORT POLK, AT A POINT 0.2 MILE WEST OF THE
 BX2898'ENTRANCE TO THE FORT.  IT IS 19 FEET WEST OF THE CENTER OF A ROAD
 BX2898'ABOUT 100 FEET SOUTH OF WHERE THE ROAD TURNS TO THE NORTHEAST, 35
 BX2898'FEET NORTH-NORTHWEST OF A CYCLONE FENCE CORNER AND 76 FEET
 BX2898'SOUTH OF THE PROJECTED CENTERLINE OF THE ROAD LEADING NORTHEAST.
 BX2898'THE MARK IS SURROUNDED WITH FOUR METAL WITNESS POST.  IT IS A
 BX2898'STANDARD TRIANGULATION STATION DISK STAMPED POLK 1941,
 BX2898'PROJECTING 4 INCHES.
 BX2898'
 BX2898'REFERENCE MARK NO. 3 IS 32.20 FEET SOUTH-SOUTHWEST OF THE STATION 37
 BX2898'FEET WEST OF THE CENTER OF THE ROAD, 14.5 FEET WEST OF THE CORNER OF
 BX2898'A CYCLONE FENCE CORNER, AND 1 FOOT NORTH OF A CYCLONE FENCE.  IT IS
 BX2898'A REFERENCE MARK DISK STAMPED POLK NO 3 1941 1976, PROJECTS 2
 BX2898'INCHES.
 BX2898'
 BX2898'REFERENCE MARK NO. 4 IS 70.33 FEET SOUTHEAST OF THE STATION.  IT IS
 BX2898'30 FEET EAST OF THE CENTER OF THE ROAD, 56 FEET EAST OF THE CORNER
 BX2898'OF A CYCLONE FENCE, 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BX2898'REFERENCE MARK DISK STAMPED POLK NO 4 1941 1976 PROJECTING 4
 BX2898'INCHES.
 BX2898'
 BX2898'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 171 AND
 BX2898'THE MAIN ROAD TO FOLK POLK, GO EAST ON THE BLACK TOP ROAD FOR 3.1
 BX2898'MILES TO A CROSSROADS 0.20 MILE BEFORE REACHING THE GUARD HOUSE AT
 BX2898'THE WEST ENTRANCE TO FORT POLK, TURN LEFT AND GO 0.15 MILE TO THE
 BX2898'TOP OF THE HILL AND THE STATION ON THE LEFT.
 BX2898'
 BX2898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES SE OF
 BX2898'LEESVILLE.
 BX2898
 BX2898                          STATION RECOVERY (1979)
 BX2898
 BX2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BX2898'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION
 BX2898'REFERENCE MARK 3 WAS SEARCHED FOR AND NOT FOUND, THE AZIMUTH MARK WAS
 BX2898'FOUND PUSHED OUT OF POSITION.  DUE TO HOUSING DEVELOPMENT IN THE AREA
 BX2898'THE STATION MARK AND REFERENCE MARK 4 ARE IN DANGER OF BEING DESTROYED
 BX2898'THIS DATE STATION POLK 2 WAS ESTABLISHED AND A POLARIS OBSERVATION
 BX2898'WAS MADE AT STATION POLK 2 THE 7-23-79.  SEE DESCRIPTION FOR POLK 2.
 BX2898'
 BX2898'THE STATION MARK AND REFERENCE MARK 4 WERE LEFT INTACT.
 BX2898
 BX2898                          STATION RECOVERY (1994)
 BX2898
 BX2898'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2898'MARK NOT FOUND.
 BX2898
 BX2898                          STATION RECOVERY (2001)
 BX2898
 BX2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2898'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2901 ***********************************************************************
 BX2901  DESIGNATION -  POLK 2
 BX2901  PID         -  BX2901
 BX2901  STATE/COUNTY-  LA/VERNON
 BX2901  USGS QUAD   -  FORT POLK (1974)
 BX2901
 BX2901                         *CURRENT SURVEY CONTROL
 BX2901  ___________________________________________________________________
 BX2901* NAD 83(1992)-  31 03 03.78720(N)    093 13 28.02899(W)     ADJUSTED  
 BX2901* NAVD 88     -       109.1    (meters)     358.     (feet)  VERTCON   
 BX2901  ___________________________________________________________________
 BX2901  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 BX2901  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX2901
 BX2901  HORZ ORDER  -  THIRD
 BX2901
 BX2901.The horizontal coordinates were established by classical geodetic methods
 BX2901.and adjusted by the National Geodetic Survey in January 1993..
 BX2901.No horizontal observational check was made to the station.
 BX2901
 BX2901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2901
 BX2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2901
 BX2901.The geoid height was determined by GEOID03.
 BX2901
 BX2901;                    North         East     Units Scale Factor Converg.
 BX2901;SPC LA N     -    61,330.916   930,847.149   MT  1.00002822   -0 22 58.9
 BX2901;SPC LA N     -   201,216.51  3,053,954.35   sFT  1.00002822   -0 22 58.9
 BX2901;UTM  15      - 3,435,281.437   478,583.802   MT  0.99960566   -0 06 56.8
 BX2901
 BX2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2901!SPC LA N     -   0.99998706  x   1.00002822  =   1.00001528
 BX2901!UTM  15      -   0.99998706  x   0.99960566  =   0.99959272
 BX2901
 BX2901|---------------------------------------------------------------------|
 BX2901| PID    Reference Object                     Distance      Geod. Az  |
 BX2901|                                                           dddmmss.s |
 BX2901| CV9064 POLK 2 RM 6                                        17949     |
 BX2901| BX2902 POLK 2 RM 5                           9.567 METERS 25431     |
 BX2901| BX2903 POLK 2 AZ MK                        APPROX. 0.9 KM 2843806.1 |
 BX2901| BX2898 POLK                                377.255 METERS 33307     |
 BX2901|---------------------------------------------------------------------|
 BX2901
 BX2901                          SUPERSEDED SURVEY CONTROL
 BX2901
 BX2901  NAD 83(1986)-  31 03 03.80169(N)    093 13 28.02323(W) AD(       ) 3
 BX2901  NAD 27      -  31 03 03.12141(N)    093 13 27.44182(W) AD(       ) 3
 BX2901  NGVD 29 (07/19/86)  109.2    (m)          358.     (f) VERT ANG       
 BX2901
 BX2901.Superseded values are not recommended for survey control.
 BX2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2901.See file dsdata.txt to determine how the superseded data were derived.
 BX2901
 BX2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7858435281(NAD 83)
 BX2901_MARKER: DH = HORIZONTAL CONTROL DISK
 BX2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2901_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BX2901
 BX2901  HISTORY     - Date     Condition        Report By
 BX2901  HISTORY     - 1979     MONUMENTED       NGS
 BX2901  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2901  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2901
 BX2901                          STATION DESCRIPTION
 BX2901
 BX2901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BX2901'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTHEAST OF LEESVILLE
 BX2901'AND ABOUT 0.2 MILE WEST OF THE WEST ENTRANCE GUARD HOUSE AT FORT
 BX2901'POLK, ON PROPERTY OF FORT POLK.
 BX2901'
 BX2901'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 171 AND
 BX2901'THE MAIN ROAD TO FORT POLK (STATE HIGHWAY 467) GO EAST ON HIGHWAY 467
 BX2901'FOR 2.57 MILES TO A SIDE ROAD RIGHT, A TRAFFIC LIGHT AND THE AZIMUTH
 BX2901'MARK ON THE LEFT.  CONTINU EAST FOR 0.53 MILE TO A CROSSROAD , AN
 BX2901'INFORMATION BUILDING ON THE RIGHT.  TURN RIGHT, 90 SOUTH UPHILL FOR
 BX2901'165 FEET TO BASE EXCHANGE SHOPETTE BUILDING ON THE LEFT AND THE
 BX2901'STATION ON THE LEFT.
 BX2901'
 BX2901'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BX2901'---POLK 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 BX2901'(12 INCHES) IN DIAMETER RECESSED 5 CM (2 INCHES) BELOW THE GROUND
 BX2901'LOCATED 10.1 METERS (33 FEET) E FROM A LONE 16-INCH PINE TREE, 23.5
 BX2901'METERS (77 FEET) NNE FROM THE NE CORNER OF THE BASE EXCHANGE SHOPETTE
 BX2901'BUILDING, 27.7 METERS (91 FEET) SE FROM THE SE CORNER OF BRICK
 BX2901'INFORMATION BUILDING, AND 50.3 METERS (165 FEET) S FROM THE CENTER OF
 BX2901'STATE HIGHWAY 467.
 BX2901'
 BX2901'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2901'STAMPED---POLK 2 NO 5 1979---SET INTO THE TOP OF A ROUND CONCRETE
 BX2901'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BX2901'1.2 METERS (4 FEET) N FROM THE 16-INCH PINE TREE, 21.6 METERS (71
 BX2901'FEET) N FROM THE NW CORNER OF THE SHOPETTE BUILDING, AND 23.93 METERS
 BX2901'(78.5 FEET) SE FROM THE SE CORNER OF THE INFORMATION BUILDING.
 BX2901'
 BX2901'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BX2901'STAMPED---POLK 2 NO 6 1979---CEMENTED IN A DRILL HOLE IN THE EAST
 BX2901'CENTER TOP OF CONCRETE FOUNDATION FOR AIR CONDITION UNIT FOR SHOPETTE
 BX2901'BUILDING.  IT IS LOCATED 9.8 METERS (32 FEET) NNW FROM THE SE CORNER
 BX2901'OF THE SHOPETTE BUILDING AND 12.2 METERS (40 FEET) SSE FROM THE NE
 BX2901'CORNER OF THE SHOPETTE BUILDING.
 BX2901'
 BX2901'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BX2901'---POLK 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 BX2901'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 1.5 METERS (5
 BX2901'FEET) N FROM THE POLE SUPPORTING TRAFFIC LIGHT, 12.2 METERS (40 FEET)
 BX2901'N FROM THE CENTERLINE OF STATE HIGHWAY 467, AND 29.3 METERS (96 FEET)
 BX2901'SE FROM AN UNDERGROUND TELEVISION CABLE JUNCTION BOX.
 BX2901
 BX2901                          STATION RECOVERY (1994)
 BX2901
 BX2901'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2901'MARK NOT FOUND.
 BX2901
 BX2901                          STATION RECOVERY (2001)
 BX2901
 BX2901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5183 ***********************************************************************
 BJ5183  DESIGNATION -  POLKVILLE S CEN BELL MW MAST
 BJ5183  PID         -  BJ5183
 BJ5183  STATE/COUNTY-  LA/ST MARTIN
 BJ5183  USGS QUAD   -  CECILIA (1970)
 BJ5183
 BJ5183                         *CURRENT SURVEY CONTROL
 BJ5183  ___________________________________________________________________
 BJ5183* NAD 83(1992)-  30 20 37.38631(N)    091 49 41.60597(W)     ADJUSTED  
 BJ5183* NAVD 88     -                                                        
 BJ5183  **This station is located in a subsidence area (see below).
 BJ5183  ___________________________________________________________________
 BJ5183  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BJ5183  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ5183
 BJ5183  HORZ ORDER  -  THIRD
 BJ5183
 BJ5183.The horizontal coordinates were established by classical geodetic methods
 BJ5183.and adjusted by the National Geodetic Survey in January 1993..
 BJ5183
 BJ5183 ** The orthometric height has not been validated since last determined
 BJ5183 ** by differential leveling and should not be used for control purposes.
 BJ5183 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5183 ** area with valid NAVD 88 orthometric heights.
 BJ5183 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5183 ** epoch indicated which incorporates improved geoid heights for the
 BJ5183 ** Southern Louisiana Subsidence area.
 BJ5183 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5183
 BJ5183.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5183
 BJ5183.The geoid height was determined by GEOID03.
 BJ5183
 BJ5183;                    North         East     Units Scale Factor Converg.
 BJ5183;SPC LA S     -   204,469.583   952,418.095   MT  0.99994358   -0 14 50.8
 BJ5183;SPC LA S     -   670,830.62  3,124,725.03   sFT  0.99994358   -0 14 50.8
 BJ5183;UTM  15      - 3,357,455.006   612,627.473   MT  0.99975649   +0 35 31.3
 BJ5183
 BJ5183                          SUPERSEDED SURVEY CONTROL
 BJ5183
 BJ5183  NAD 83(1986)-  30 20 37.40649(N)    091 49 41.60066(W) AD(       ) 4
 BJ5183  NAD 27      -  30 20 36.69724(N)    091 49 41.19206(W) AD(       ) 3
 BJ5183
 BJ5183.Superseded values are not recommended for survey control.
 BJ5183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5183.See file dsdata.txt to determine how the superseded data were derived.
 BJ5183
 BJ5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1262757455(NAD 83)
 BJ5183_MARKER: 45 = MICROWAVE TOWER
 BJ5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5183+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 BJ5183
 BJ5183  HISTORY     - Date     Condition        Report By
 BJ5183  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5183  HISTORY     - 19990712 GOOD             USPSQD
 BJ5183  HISTORY     - 20031124 GOOD             USPSQD
 BJ5183
 BJ5183                          STATION DESCRIPTION
 BJ5183
 BJ5183'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5183'THE STATION IS THE RED LIGHT AT THE TOP OF THE MICROWAVE TOWER OF THE
 BJ5183'SOUTH CENTRAL BELL TELEPHONE COMPANY.  IT IS A FOUR-LEGGED STEEL
 BJ5183'STRUCTURE, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, SUPPORTS
 BJ5183'SEVERAL CORNUCOPIA-TYPE ANTENNAE AT THE TOP AND IS ABOUT 375 FEET
 BJ5183'HIGH.
 BJ5183'
 BJ5183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 678 AND
 BJ5183'347, 1.0 MILE EAST OF CECELIA, GO EASTERLY ON HIGHWAY 678 FOR 0.15
 BJ5183'MILE TO THE STATION ON THE LEFT.
 BJ5183
 BJ5183                          STATION RECOVERY (1999)
 BJ5183
 BJ5183'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5183'RECOVERED IN GOOD CONDITION.
 BJ5183
 BJ5183                          STATION RECOVERY (2003)
 BJ5183
 BJ5183'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ5183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3347 ***********************************************************************
 CP3347  DESIGNATION -  POLLY 2
 CP3347  PID         -  CP3347
 CP3347  STATE/COUNTY-  LA/FRANKLIN
 CP3347  USGS QUAD   -  WINNSBORO (1983)
 CP3347
 CP3347                         *CURRENT SURVEY CONTROL
 CP3347  ___________________________________________________________________
 CP3347* NAD 83(1992)-  32 14 57.23769(N)    091 44 38.25753(W)     ADJUSTED  
 CP3347* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 CP3347  ___________________________________________________________________
 CP3347  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CP3347  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP3347
 CP3347  HORZ ORDER  -  THIRD
 CP3347
 CP3347.The horizontal coordinates were established by classical geodetic methods
 CP3347.and adjusted by the National Geodetic Survey in May 1994..
 CP3347
 CP3347.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3347
 CP3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3347
 CP3347.The geoid height was determined by GEOID03.
 CP3347
 CP3347;                    North         East     Units Scale Factor Converg.
 CP3347;SPC LA N     -   194,195.937 1,071,241.166   MT  0.99993142   +0 23 59.0
 CP3347;SPC LA N     -   637,124.50  3,514,563.73   sFT  0.99993142   +0 23 59.0
 CP3347;UTM  15      - 3,568,753.912   618,321.717   MT  0.99977265   +0 40 13.1
 CP3347
 CP3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3347!SPC LA N     -   1.00000044  x   0.99993142  =   0.99993186
 CP3347!UTM  15      -   1.00000044  x   0.99977265  =   0.99977309
 CP3347
 CP3347|---------------------------------------------------------------------|
 CP3347| PID    Reference Object                     Distance      Geod. Az  |
 CP3347|                                                           dddmmss.s |
 CP3347| CP3019 POLLY                                38.007 METERS 05916     |
 CP3347| CP3015 BASKIN GAS CO MICROWV KKE 69        APPROX. 0.8 KM 1171902.4 |
 CP3347| CP2052 21 V 69                             342.883 METERS 15106     |
 CP3347| CS7216 POLLY 2 RM 3                          8.199 METERS 25108     |
 CP3347| CS7217 POLLY 2 RM 4                          9.426 METERS 34712     |
 CP3347|---------------------------------------------------------------------|
 CP3347
 CP3347                          SUPERSEDED SURVEY CONTROL
 CP3347
 CP3347  NAD 83(1992)-  32 14 57.23755(N)    091 44 38.25755(W) AD(       ) 3
 CP3347  NAD 83(1986)-  32 14 57.25210(N)    091 44 38.24931(W) AD(       ) 3
 CP3347  NGVD 29 (11/12/92)   23.4    (m)           77.     (f) VERT ANG       
 CP3347
 CP3347.Superseded values are not recommended for survey control.
 CP3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3347.See file dsdata.txt to determine how the superseded data were derived.
 CP3347
 CP3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1832268754(NAD 83)
 CP3347_MARKER: DD = SURVEY DISK
 CP3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3347_STAMPING: POLLY 2 1986
 CP3347_MARK LOGO: LADH  
 CP3347_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3347+STABILITY: SURFACE MOTION
 CP3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3347+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CP3347
 CP3347  HISTORY     - Date     Condition        Report By
 CP3347  HISTORY     - 1986     MONUMENTED       LADH
 CP3347  HISTORY     - UNK      SEE DESCRIPTION
 CP3347
 CP3347                          STATION DESCRIPTION
 CP3347
 CP3347'DESCRIBED BY LA DEPT OF HIGHWAYS 1986 (SLC)
 CP3347'THE STATION IS LOCATED ABOUT 8 KM (5 MILES) NORTH OF WINNSBORO, 8 KM
 CP3347'(5 MILES) SOUTH OF MANGHAM AND 14.5 KM (9 MILES) WEST OF CROWVILLE, IN
 CP3347'THE SOUTHWEST QUARTER OF SECTION 27, T 15 N, R 7 E.
 CP3347' 
 CP3347'OWNERSHIP-- MR C W LOONEY SR, BOX 693, BASKIN, LA 71219.
 CP3347' 
 CP3347'TO REACH THE STATION FROM THE CITY HALL IN WINNSBORO, GO NORTH ON
 CP3347'STATE HIGHWAY 15 FOR 9.3 KM (5.8 MILES) TO THE MARK ON THE LEFT SET IN
 CP3347'THE FRONT YARD OF MR C W LOONEY SR, ABOUT 0.3 KM (0.2 MILE) NORTH OF
 CP3347'THE JUNCTION OF STATE HIGHWAYS 15 AND 577.
 CP3347' 
 CP3347'THE STATION IS A STANDARD LADH DISK STAMPED--POLLY 2 1986--, SET INTO
 CP3347'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER
 CP3347'FLUSH WITH GROUND LOCATED 21.6 M (71 FT) S FROM THE CENTER OF A GRAVEL
 CP3347'DRIVE, 18.4 M (60.5 FT) SSW FROM THE SOUTH END OF A CEMENT CULVERT
 CP3347'UNDER DRIVEWAY, 17.1 M (56 FT) W FROM THE CENTER OF THE SOUTH BOUND
 CP3347'LANES OF HIGHWAY 15, 14.6 M (48 FT) NW FROM THE NORTH END OF A CEMENT
 CP3347'CULVERT UNDER DRIVEWAY, AND 6.1 M (20 FT) NE FROM A METAL WITNESS POST
 CP3347'WITH SIGN ATTACHED.
 CP3347' 
 CP3347'THE UNDERGROUND MARK IS A STANDARD LADH DISK STAMPED--POLLY 2 1986--,
 CP3347'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 M (3 FT) BELOW THE SURFACE.
 CP3347'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED--POLLY 2 RM 3
 CP3347'1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3347'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 25.3 M (83 FT) W FROM THE
 CP3347'CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 15, 24.1 M (79 FT) S FROM
 CP3347'THE CENTER OF A GRAVEL DRIVE, 2.7 M (9 FT) WNW FROM A METAL WITNESS
 CP3347'POST WITH SIGN ATTACHED, 0.8 M (2.5 FT) N FROM A PLANK FENCE, AND
 CP3347'LEVEL WITH THE STATION.
 CP3347' 
 CP3347'REFERENCE MARK NO 4 IS A STANDARD LADH DISK STAMPED--POLLY 2 RM 4
 CP3347'1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3347'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 23 M (75.5 FT) NW FROM
 CP3347'THE NORTH END OF A CEMENT CULVERT UNDER DRIVEWAY, 16.5 M (54 FT) W
 CP3347'FROM THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 15, 12.3 M (40.5
 CP3347'FT) S FROM THE CENTER OF A GRAVEL DRIVE, 9.8 M (32 FT) SW FROM THE
 CP3347'SOUTH END OF A CEMENT CULVERT UNDER DRIVEWAY, AND LEVEL WITH THE
 CP3347'STATION.
 CP3347' 
 CP3347'AZIMUTH MARK NO 1 IS A STANDARD LADH DISK STAMPED--21V69 1969--, SET
 CP3347'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 CP3347'DIAMETER FLUSH WITH GROUND LOCATED 45.1 M (148 FT) SSE FROM THE CENTER
 CP3347'OF HIGHWAY 577, 13.4 M (44 FT) S FROM THE SOUTHWEST CORNER OF A WOOD
 CP3347'FRAME HOUSE, 7.3 M (24 FT) ENE FROM THE EAST SIDE OF HIGHWAY 15
 CP3347'RIGHT-OF-WAY, AND 0.3 M (1 FT) ENE FROM A METAL WITNESS POST WITH SIGN
 CP3347'ATTACHED.
 CP3347' 
 CP3347'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO SOUTH ON STATE
 CP3347'HIGHWAY 15 FOR ABOUT 0.3 KM (0.2 MILE) TO THE MARK ON THE LEFT, JUST
 CP3347'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 15 AND 577.
 CP3347
 CP3347                          STATION RECOVERY (UNK )
 CP3347
 CP3347'RECOVERED UNK
 CP3347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5125 ***********************************************************************
 BJ5125  DESIGNATION -  POLO 1935
 BJ5125  PID         -  BJ5125
 BJ5125  STATE/COUNTY-  LA/ST MARTIN
 BJ5125  USGS QUAD   -  JACKASS BAY (1973)
 BJ5125
 BJ5125                         *CURRENT SURVEY CONTROL
 BJ5125  ___________________________________________________________________
 BJ5125* NAD 83(1992)-  30 05 46.83266(N)    091 36 49.66398(W)     ADJUSTED  
 BJ5125* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BJ5125  **This station is located in a subsidence area (see below).
 BJ5125  ___________________________________________________________________
 BJ5125  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ5125  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ5125
 BJ5125  HORZ ORDER  -  SECOND
 BJ5125
 BJ5125.The horizontal coordinates were established by classical geodetic methods
 BJ5125.and adjusted by the National Geodetic Survey in January 1993..
 BJ5125
 BJ5125 ** The orthometric height has not been validated since last determined
 BJ5125 ** by differential leveling and should not be used for control purposes.
 BJ5125 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5125 ** area with valid NAVD 88 orthometric heights.
 BJ5125 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5125 ** epoch indicated which incorporates improved geoid heights for the
 BJ5125 ** Southern Louisiana Subsidence area.
 BJ5125 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5125.The orthometric height was scaled from a topographic map.
 BJ5125
 BJ5125.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5125
 BJ5125.The geoid height was determined by GEOID03.
 BJ5125
 BJ5125;                    North         East     Units Scale Factor Converg.
 BJ5125;SPC LA S     -   176,978.576   972,967.418   MT  0.99992713   -0 08 24.8
 BJ5125;SPC LA S     -   580,637.21  3,192,143.94   sFT  0.99992713   -0 08 24.8
 BJ5125;UTM  15      - 3,330,271.315   633,573.408   MT  0.99982012   +0 41 42.8
 BJ5125
 BJ5125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5125!SPC LA S     -   1.00000409  x   0.99992713  =   0.99993122
 BJ5125!UTM  15      -   1.00000409  x   0.99982012  =   0.99982421
 BJ5125
 BJ5125                          SUPERSEDED SURVEY CONTROL
 BJ5125
 BJ5125  NAD 83(1986)-  30 05 46.85202(N)    091 36 49.66139(W) AD(       ) 2
 BJ5125  NAD 27      -  30 05 46.12757(N)    091 36 49.23122(W) AD(       ) 2
 BJ5125
 BJ5125.Superseded values are not recommended for survey control.
 BJ5125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5125.See file dsdata.txt to determine how the superseded data were derived.
 BJ5125
 BJ5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3357330271(NAD 83)
 BJ5125_MARKER: DS = TRIANGULATION STATION DISK
 BJ5125_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BJ5125_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BJ5125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5125
 BJ5125  HISTORY     - Date     Condition        Report By
 BJ5125  HISTORY     - 1935     MONUMENTED       CGS
 BJ5125  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5125
 BJ5125                          STATION DESCRIPTION
 BJ5125
 BJ5125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5125'ON THE E BANK OF GRAND BAYOU AT THE S END OF LAKE ROND, ABOUT
 BJ5125'1-1/2 MILES N OF THE JUNCTION OF DAUTERIVE LAKE WITH LAKE
 BJ5125'FAUSSE POINTE, ABOUT 1/4 MILE SSE OF LAKE FAUSSE POINTE
 BJ5125'CUT, 60 FEET FROM THE SHORE LINE, AND AT THE NW CORNER OF
 BJ5125'ABOUT A 6-ACRE CLEARING.  THE STATION IS MARKED BY A STANDARD
 BJ5125'BRONZE DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF A
 BJ5125'TILE, WHICH IS EMBEDDED IN THE GROUND.  THE MARK PROJECTS
 BJ5125'4 INCHES ABOVE THE GROUND.
 BJ5125
 BJ5125                          STATION RECOVERY (1957)
 BJ5125
 BJ5125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5125'THE STATION WAS NOT RECOVERED.  THIS STATION HAD NO REFERENCE
 BJ5125'MARKS.  IT IS BELIEVED TO BE COVERED BY SILT AND THE PUBLISHED
 BJ5125'DESCRIPTION IS INADEQUATE FOR PRESENT DAY RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1560 ***********************************************************************
 BJ1560  DESIGNATION -  PONCHATOULA
 BJ1560  PID         -  BJ1560
 BJ1560  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1560  USGS QUAD   -  PONCHATOULA (1994)
 BJ1560
 BJ1560                         *CURRENT SURVEY CONTROL
 BJ1560  ___________________________________________________________________
 BJ1560* NAD 83(1992)-  30 26 08.12817(N)    090 26 32.18475(W)     ADJUSTED  
 BJ1560* NAVD 88     -         7.028  (meters)      23.06   (feet)  ADJUSTED  
 BJ1560  ___________________________________________________________________
 BJ1560  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ1560  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ1560  DYNAMIC HT  -           7.019 (meters)      23.03  (feet)  COMP
 BJ1560  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ1560
 BJ1560  HORZ ORDER  -  SECOND
 BJ1560  VERT ORDER  -  FIRST     CLASS I
 BJ1560
 BJ1560.The horizontal coordinates were established by classical geodetic methods
 BJ1560.and adjusted by the National Geodetic Survey in January 1993..
 BJ1560
 BJ1560.The orthometric height was determined by differential leveling
 BJ1560.and adjusted by the National Geodetic Survey in February 1994..
 BJ1560
 BJ1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1560
 BJ1560.The geoid height was determined by GEOID03.
 BJ1560
 BJ1560.The dynamic height is computed by dividing the NAVD 88
 BJ1560.geopotential number by the normal gravity value computed on the
 BJ1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1560.degrees latitude (g = 980.6199 gals.).
 BJ1560
 BJ1560.The modeled gravity was interpolated from observed gravity values.
 BJ1560
 BJ1560;                    North         East     Units Scale Factor Converg.
 BJ1560;SPC LA S     -   214,884.027 1,085,592.328   MT  0.99995443   +0 26 43.9
 BJ1560;SPC LA S     -   704,998.68  3,561,647.50   sFT  0.99995443   +0 26 43.9
 BJ1560;UTM  15      - 3,369,832.578   745,642.347   MT  1.00034446   +1 17 46.7
 BJ1560
 BJ1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1560!SPC LA S     -   1.00000312  x   0.99995443  =   0.99995755
 BJ1560!UTM  15      -   1.00000312  x   1.00034446  =   1.00034758
 BJ1560
 BJ1560|---------------------------------------------------------------------|
 BJ1560| PID    Reference Object                     Distance      Geod. Az  |
 BJ1560|                                                           dddmmss.s |
 BJ1560| BJ1557 PONCHATOULA RM 1                     38.704 METERS 16006     |
 BJ1560| BJ1556 PONCHATOULA AZ MK                                  1643804.4 |
 BJ1560| BJ4334 PONCHATOULA MUNICIPAL TANK           23.043 METERS 19203     |
 BJ1560| BJ1561 PONCHATOULA RM 2                     39.792 METERS 26541     |
 BJ1560| BJ4332 PONCHATOULA CATH CH BASE CROSS      388.998 METERS 32010     |
 BJ1560| BJ4178 HAMMOND MUNICIPAL TANK              APPROX. 7.5 KM 3455230.3 |
 BJ1560|---------------------------------------------------------------------|
 BJ1560
 BJ1560                          SUPERSEDED SURVEY CONTROL
 BJ1560
 BJ1560  NAD 83(1986)-  30 26 08.14430(N)    090 26 32.18275(W) AD(       ) 2
 BJ1560  NAD 27      -  30 26 07.44801(N)    090 26 31.86909(W) AD(       ) 2
 BJ1560  NAVD 88 (06/15/91)    7.056  (m)           23.15   (f) UNKNOWN     1 1
 BJ1560  NGVD 29 (??/??/??)    7.039  (m)           23.09   (f) ADJUSTED    1 1
 BJ1560
 BJ1560.Superseded values are not recommended for survey control.
 BJ1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1560.See file dsdata.txt to determine how the superseded data were derived.
 BJ1560
 BJ1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4564269833(NAD 83)
 BJ1560_MARKER: DS = TRIANGULATION STATION DISK
 BJ1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1560_SP_SET: CONCRETE POST
 BJ1560_STAMPING: PONCHATOULA 1939
 BJ1560_MARK LOGO: CGS   
 BJ1560_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1560+STABILITY: SURFACE MOTION
 BJ1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1560+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 BJ1560
 BJ1560  HISTORY     - Date     Condition        Report By
 BJ1560  HISTORY     - 1939     MONUMENTED       CGS
 BJ1560  HISTORY     - 1954     GOOD             CGS
 BJ1560  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 BJ1560  HISTORY     - 1963     GOOD             CGS
 BJ1560  HISTORY     - 1964     GOOD             CGS
 BJ1560  HISTORY     - 1969     GOOD             CGS
 BJ1560  HISTORY     - 1969     GOOD             CGS
 BJ1560  HISTORY     - 1970     GOOD             NGS
 BJ1560  HISTORY     - 1986     GOOD             NGS
 BJ1560  HISTORY     - 19920617 GOOD             NGS
 BJ1560  HISTORY     - 20050215 GOOD             USPSQD
 BJ1560
 BJ1560                          STATION DESCRIPTION
 BJ1560
 BJ1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ1560'STATION IS LOCATED IN THE TOWN OF PONCHATOULA.  IN THE SW
 BJ1560'1/4 OF SEC. 18, T 7 S, R 8 E.  IN THE NW CORNER OF THE ONE BLOCK
 BJ1560'SQUARE OWNED BY THE CITY.  STATION IS 75.6 FEET NNE OF THE
 BJ1560'CENTER OF THE CITY WATER TANK.  54 FEET S OF THE CENTER LINE
 BJ1560'OF AN E AND W STREET.  43 FEET W OF THE CENTER LINE OF A
 BJ1560'N AND S STREET.  30 FEET SW OF A TELEPHONE POLE.  MARK
 BJ1560'IS FLUSH WITH THE GROUND, AND IS STAMPED PONCHATOULA
 BJ1560'1939.
 BJ1560'
 BJ1560'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ1560'BRONZE DISKS SET IN CONCRETE.
 BJ1560'
 BJ1560'REFERENCE MARK NO. 1 IS 38.675 METERS, (126.90 FEET), S OF
 BJ1560'THE STATION.  31.5 FEET E OF THE E FACE OF A BRICK BUILDING.
 BJ1560'34 FEET W OF THE CENTER LINE OF THE N AND S STREET.  AND
 BJ1560'51 FEET SE OF THE SE LEG OF THE WATER TANK.  MARK, IS
 BJ1560'FLUSH WITH THE GROUND, AND IS STAMPED PONCHATOULA 1939 NO. 1.
 BJ1560'
 BJ1560'REFERENCE MARK NO. 2 IS 39.802 METERS, (130.58 FEET), W OF
 BJ1560'THE STATION.  30 FEET S OF THE CENTER LINE OF THE E AND W
 BJ1560'STREET.  AND 2.5 FEET E OF A TELEPHONE POLE.  MARK,
 BJ1560'IS FLUSH WITH THE GROUND, AND IS STAMPED PONCHATOULA 1939
 BJ1560'NO. 2.
 BJ1560'
 BJ1560'AZIMUTH MARK IS 0.3 MILE S OF THE STATION, ON THE S SIDE OF
 BJ1560'A GRAVEL ROAD RUNNING E AND W.  21 FEET S OF THE CENTER LINE
 BJ1560'OF THE E AND W ROAD.  13 FEET E OF THE CENTER LINE OF A
 BJ1560'DRIVEWAY LEADING S OFF THE E AND W ROAD.  AND 96 FEET NE
 BJ1560'OF THE NE CORNER OF A HOUSE.  MARK, PROJECTS 4 INCHES
 BJ1560'ABOVE THE GROUND, AND IS STAMPED PONCHATOULA 1939.
 BJ1560'
 BJ1560'A 77-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT RATHBORNE.
 BJ1560'
 BJ1560'A 77-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT ROME.
 BJ1560'
 BJ1560'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT BREED.
 BJ1560'
 BJ1560'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT FUNSTON ECC.
 BJ1560'
 BJ1560'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT HAMMOND.
 BJ1560'
 BJ1560'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT BUELL
 BJ1560'(L.G.S.)
 BJ1560'
 BJ1560'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT SUMMERALL
 BJ1560'ECC.
 BJ1560'
 BJ1560'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ1560
 BJ1560                          STATION RECOVERY (1954)
 BJ1560
 BJ1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1560'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ1560'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ1560'
 BJ1560'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF PONCHATOULA,
 BJ1560'ONE BLOCK W OF THE ILLINOIS CENTRAL RAILROAD TRACKS, IN THE
 BJ1560'SW ANGLE OF THE INTERSECTION OF SIXTH STREET AND MAGNOLIA
 BJ1560'AVENUE, AT THE SITE OF THE PONCHATOULA WATER TANK, AND IN THE
 BJ1560'NE CORNER OF THE FENCE AROUND THE WATER DEPARTMENT.  IT IS 52
 BJ1560'FT. S OF THE CENTERLINE OF MAGNOLIA AVENUE, 49 FT. W OF THE
 BJ1560'CENTERLINE OF SIXTH STREET, 30 FT. SW OF A TELEPHONE POLE,
 BJ1560'75.6 FT. NE OF THE CENTER OF THE WATER TANK, 2.5 FT. S OF THE
 BJ1560'NE CORNER OF THE FENCE AROUND THE WATER DEPARTMENT AND WATER
 BJ1560'TANK, AND 1 FT. W OF THE E FENCE LINE.  IT IS A STANDARD
 BJ1560'DISK, STAMPED PONCHATOULA 1939 AND IS FLUSH WITH THE SURFACE
 BJ1560'OF THE GROUND.
 BJ1560'
 BJ1560'REFERENCE MARK 1 IS 126.90 FT. S OF THE STATION, 34 FT. W
 BJ1560'OF THE CENTERLINE OF SIXTH STREET, 31.5 FT. E OF THE E FACE
 BJ1560'OF THE BRICK BUILDING OF THE WATER DEPARTMENT, AND 51 FT. SE
 BJ1560'OF THE SE LEG OF THE WATER TANK.  IT IS A STANDARD DISK,
 BJ1560'STAMPED PONCHATOULA NO 1 1939 AND IS FLUSH WITH THE SURFACE
 BJ1560'OF THE GROUND.
 BJ1560'
 BJ1560'REFERENCE MARK 2 IS 130.58 FT. W OF THE STATION, 29 FT. S
 BJ1560'OF THE CENTERLINE OF MAGNOLIA AVENUE, 13 FT. W-NW OF A 24-IN.
 BJ1560'TREE AT THE N EDGE OF KIWANIS PARK, AND 2 FT. E-NE OF A STREET
 BJ1560'LIGHT POLE.  IT IS A STANDARD DISK, STAMPED PONCHATOULA NO 2 1939
 BJ1560'AND IS FLUSH WITH SURFACE OF THE GROUND.
 BJ1560'
 BJ1560'THE AZIMUTH MARK IS 0.3 MI. S OF THE STATION, AT THE
 BJ1560'T-INTERSECTION OF SIXTH STREET AND AN E-W PAVED ROAD, 30 FT.
 BJ1560'W OF THE PROJECTED CENTERLINE OF SIXTH STREET, 21 FT. S OF
 BJ1560'THE CENTERLINE OF THE E-W ROAD, AND 96 FT. NE OF THE NE
 BJ1560'CORNER OF A WHITE HOUSE.  IT IS A STANDARD DISK, STAMPED
 BJ1560'PONCHATOULA 1939 AND PROJECTS 6 IN.
 BJ1560
 BJ1560                          STATION RECOVERY (1956)
 BJ1560
 BJ1560'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ1560'STATION RECOVERED BY J. AMMANN ENGRS.
 BJ1560'
 BJ1560'STATION IS EITHER COVERED OR DESTROYED.  R.M. 1 RECOVERED
 BJ1560'AS DESCRIBED.
 BJ1560
 BJ1560                          STATION RECOVERY (1963)
 BJ1560
 BJ1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WHD)
 BJ1560'STATION AND AZIMUTH POINT WERE RECOVERED IN GOOD CONDITION.
 BJ1560'AZIMUTH POINT CAN NO LONGER BE OBSERVED FROM THE STATION
 BJ1560'AT GROUND DUE TO TREES AND A HEDGE PLANTED ON AND ALONG THE
 BJ1560'SIGHT LINE.
 BJ1560'
 BJ1560'REFERENCES ARE ADEQUATE FOR LOCATION.
 BJ1560
 BJ1560                          STATION RECOVERY (1964)
 BJ1560
 BJ1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1560'THE STATION MARK, REFERENCE MARK NO. 1 AND 2 AND THE AZIMUTH
 BJ1560'MARK WERE ALL RECOVERED IN GOOD CONDITION.  THE STATION MAY
 BJ1560'BE REACHED BY GOING 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 BJ1560'RAILROAD FROM THE STATION AT PONCHATOULA, THENCE 0.15 MILE
 BJ1560'WEST ALONG MAGNOLIA STREET, IT IS LOCATED AT INTERSECTION OF
 BJ1560'MAGNOLIA STREET AND SOUTH SIXTH STREET, 52 FEET SOUTH OF THE
 BJ1560'CENTER LINE OF MAGNOLIA ST, 51 FEET WEST OF CENTER LINE OF
 BJ1560'SOUTH SIXTH ST., 33.5 FEET NORTH-NORTHEAST OF NORTHEAST LEG
 BJ1560'OF CITY WATER TANK, 2 FEET SOUTH OF FENCE LINE, SET IN
 BJ1560'CONCRETE POST FLUSH WITH GROUND, REFERENCE MARK NO. 1 IS 126.9
 BJ1560'FEET SOUTH OF STATION, 39 FEET WEST OF CENTER LINE OF SOUTH
 BJ1560'SIXTH ST., SET IN CONCRETE POST FLUSH WITH GROUND, REFERENCE
 BJ1560'MARK NO. 2 IS 130.6 FEET WEST OF THE STATION, 29 FEET
 BJ1560'SOUTH OF THE CENTER LINE OF MAGNOLIA STREET, SET IN TOP OF
 BJ1560'CONCRETE POST FLUSH WITH GROUND, THE AZIMUTH MARK IS 0.3
 BJ1560'MILE SOUTH ALONG SOUTH SIXTH STREET FROM THE STATION, AT
 BJ1560'JUNCTION OF PINEY WOODS ROAD, 21 FEET SOUTH OF THE
 BJ1560'CENTER LINE OF PINEY WOOD ROAD, 46 FEET SOUTHWEST OF THE
 BJ1560'APPROXIMATE CENTER OF JUNCTION, 97.6 FEET NORTHEAST OF THE
 BJ1560'NORTHEAST CORNER OF A HOUSE AND SET IN TOP OF CONCRETE POST
 BJ1560'PROJECTING 2 INCHES ABOVE GROUND.
 BJ1560
 BJ1560                          STATION RECOVERY (1969)
 BJ1560
 BJ1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BJ1560'STATION MARK, RM 1, RM 2 AND THE AZIMUTH MARK ALL FOUND IN GOOD
 BJ1560'CONDITION.
 BJ1560'
 BJ1560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE SOUTHWEST
 BJ1560'OF PONCHATOULA.
 BJ1560
 BJ1560                          STATION RECOVERY (1969)
 BJ1560
 BJ1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BJ1560'IN PONCHATOULA.
 BJ1560'AT PONCHATOULA, ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 BJ1560'RAILROAD FROM THE STATION, THENCE 0.15 MILE WEST ALONG WEST MAGNOLIA
 BJ1560'STREET, AT THE INTERSECTION OF WEST MAGNOLIA STREET AND SOUTH 6 TH
 BJ1560'STREET, ON PROPERTY OF THE CITY WATER WORKS, 52 FEET SOUTH OF THE
 BJ1560'CENTER LINE OF WEST MAGNOLIA STREET, 51 FEET WEST OF THE CENTER LINE
 BJ1560'OF SOUTH 6 TH STREET, 53 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 BJ1560'WATER TANK, 2 FEET SOUTH OF THE FENCE ALONG THE NORTH SIDE OF THE
 BJ1560'WATER WORKS, 131 FEET EAST OF RM 2 DESCRIBED, ABOUT LEVEL WITH SOUTH 6
 BJ1560'TH STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BJ1560
 BJ1560                          STATION RECOVERY (1970)
 BJ1560
 BJ1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ1560'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE
 BJ1560'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED
 BJ1560'DUE TO POWERLINE WIRES OVERHEAD AND AN 6 FOOT CHAIN LINK FENCE
 BJ1560'WHICH IS OVER THE MARK, A NEW REFERENCE MARK 3 WAS ESTABLISHED AND
 BJ1560'OCCUPIED AT THIS TIME.  FOR A DESCRIPTION TO ALL MARKS REFER TO THE
 BJ1560'DESCRIPTION TO PONCHATOULA RM 3.
 BJ1560'
 BJ1560'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PONCHATOULA NO 3 1939
 BJ1560'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ1560'IS FLUSH WITH THE GROUND.  IT IS 111 FEET SOUTH OF THE CENTERLINE
 BJ1560'OF MAGNOLIA STREET, 68 FEET SOUTH OF A CHAIN LINK FENCE AND 50 FEET
 BJ1560'WEST OF A CHAIN LINK FENCE.
 BJ1560'
 BJ1560'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NUMBER 3, DISTANCE
 BJ1560'BEING 145.48 FEET OR 44.343 METERS, SOUTHWEST.
 BJ1560
 BJ1560                          STATION RECOVERY (1986)
 BJ1560
 BJ1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1560'RECOVERED IN GOOD CONDITION.
 BJ1560
 BJ1560                          STATION RECOVERY (1992)
 BJ1560
 BJ1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1560'IN PONCHATOULA, AT THE INTERSECTION OF WEST MAGNOLIA AND SOUTH 6TH
 BJ1560'STREETS, 39.0 M (128.0 FT) EAST-NORTHEAST OF REFERENCE MARK 2, 38.7 M
 BJ1560'(127.0 FT) NORTHWEST OF REFERENCE MARK 1, 15.8 M (51.8 FT)
 BJ1560'SOUTH-SOUTHEAST OF THE CENTER OF MAGNOLIA STREET, 14.8 M (48.6 FT)
 BJ1560'WEST-SOUTHWEST OF THE CENTER OF 6TH STREET, 12.9 M (42.3 FT)
 BJ1560'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE
 BJ1560'ENCLOSING A WATER TANK, 9.0 M (29.5 FT) SOUTHWEST OF UTILITY POLE
 BJ1560'NUMBER 28081 64440, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREETS,
 BJ1560'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 BJ1560
 BJ1560                          STATION RECOVERY (2005)
 BJ1560
 BJ1560'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ1560'THE WATER TANK AND CONCRETE FOUNDATIONS NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1556 ***********************************************************************
 BJ1556  DESIGNATION -  PONCHATOULA AZ MK
 BJ1556  PID         -  BJ1556
 BJ1556  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1556  USGS QUAD   -  PONCHATOULA (1994)
 BJ1556
 BJ1556                         *CURRENT SURVEY CONTROL
 BJ1556  ___________________________________________________________________
 BJ1556* NAD 83(1986)-  30 25 52.     (N)    090 26 26.     (W)     SCALED    
 BJ1556* NAVD 88     -         4.590  (meters)      15.06   (feet)  ADJUSTED  
 BJ1556  ___________________________________________________________________
 BJ1556  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ1556  DYNAMIC HT  -           4.584 (meters)      15.04  (feet)  COMP
 BJ1556  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ1556
 BJ1556  VERT ORDER  -  FIRST     CLASS I
 BJ1556
 BJ1556.The horizontal coordinates were scaled from a topographic map and have
 BJ1556.an estimated accuracy of +/- 6 seconds.
 BJ1556
 BJ1556.The orthometric height was determined by differential leveling
 BJ1556.and adjusted by the National Geodetic Survey in February 1994..
 BJ1556
 BJ1556.The geoid height was determined by GEOID03.
 BJ1556
 BJ1556.The dynamic height is computed by dividing the NAVD 88
 BJ1556.geopotential number by the normal gravity value computed on the
 BJ1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1556.degrees latitude (g = 980.6199 gals.).
 BJ1556
 BJ1556.The modeled gravity was interpolated from observed gravity values.
 BJ1556
 BJ1556;                    North         East    Units  Estimated Accuracy
 BJ1556;SPC LA S     -   214,390.    1,085,760.      MT  (+/- 180 meters Scaled)
 BJ1556
 BJ1556                          SUPERSEDED SURVEY CONTROL
 BJ1556
 BJ1556  NAVD 88 (06/15/91)    4.604  (m)           15.11   (f) UNKNOWN     1 1
 BJ1556  NGVD 29 (??/??/??)    4.586  (m)           15.05   (f) ADJUSTED    1 1
 BJ1556
 BJ1556.Superseded values are not recommended for survey control.
 BJ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1556.See file dsdata.txt to determine how the superseded data were derived.
 BJ1556
 BJ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP458693(NAD 83)
 BJ1556_MARKER: DZ = AZIMUTH MARK DISK
 BJ1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1556_SP_SET: CONCRETE POST
 BJ1556_STAMPING: PONCHATOULA 1939
 BJ1556_MARK LOGO: CGS   
 BJ1556_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ1556_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1556+STABILITY: SURFACE MOTION
 BJ1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1556+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BJ1556
 BJ1556  HISTORY     - Date     Condition        Report By
 BJ1556  HISTORY     - 1939     MONUMENTED       CGS
 BJ1556  HISTORY     - 1969     GOOD             CGS
 BJ1556  HISTORY     - 1986     GOOD             NGS
 BJ1556  HISTORY     - 19920617 GOOD             NGS
 BJ1556  HISTORY     - 20060419 GOOD             NGS
 BJ1556
 BJ1556                          STATION DESCRIPTION
 BJ1556
 BJ1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1556'0.65 MI SW FROM PONCHATOULA.
 BJ1556'ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1556'STATION AT PONCHATOULA, THENCE 0.15 MILE WEST ALONG WEST MAGINOLIA
 BJ1556'STREET, THENCE 0.3 MILE SOUTH ALONG SOUTH 6TH STREET, AT THE JUNCTION
 BJ1556'OF PINEY WOODS ROAD, NEAR THE NORTHEAST CORNER OF THE LAWN FOR A
 BJ1556'RESIDENCE, 97.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BJ1556'RESIDENCE, 46 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 BJ1556'STREET AND THE ROAD, 21 FEET SOUTH OF THE CENTER LINE OF PINEY WOODS
 BJ1556'ROAD, 26 FEET WEST OF THE NORTH PINE TREE OF A ROW OF 4 TREES, ABOUT
 BJ1556'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BJ1556'INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1556
 BJ1556                          STATION RECOVERY (1986)
 BJ1556
 BJ1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1556'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE WITH THE
 BJ1556'FOLLOWING CORRECTIONS.  DELETE 26 FEET WEST OF THE NORTH PINE TREE IN
 BJ1556'A ROW OF 4 TREES.  NOTE---MENTIONED RESIDENCE IS A ONE STORY FRAME
 BJ1556'HOUSE NUMBER 221.
 BJ1556'THE MARK IS 0.30 METERS  NNW FROM  A WITNESS POST
 BJ1556
 BJ1556                          STATION RECOVERY (1992)
 BJ1556
 BJ1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1556'IN PONCHATOULA, AT 221 PINEY WOODS ROAD, 24.8 M (81.4 FT) NORTHEAST OF
 BJ1556'THE NORTHEAST CORNER OF A HOUSE AT 221 PINEY WOODS ROAD, 6.4 M
 BJ1556'(21.0 FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, 5.9 M
 BJ1556'(19.4 FT) SOUTHWEST OF THE CENTER OF SOUTH 6TH STREET, 0.3 M
 BJ1556'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 BJ1556'M (0.16 FT) ABOVE THE GROUND SURFACE.
 BJ1556
 BJ1556                          STATION RECOVERY (2006)
 BJ1556
 BJ1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1556'RECOVERED AS DESCRIBED. DISK IS LEANING TOWARD THE SOUTH, BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4332 ***********************************************************************
 BJ4332  DESIGNATION -  PONCHATOULA CATH CH BASE CROSS
 BJ4332  PID         -  BJ4332
 BJ4332  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4332  USGS QUAD   -  PONCHATOULA (1994)
 BJ4332
 BJ4332                         *CURRENT SURVEY CONTROL
 BJ4332  ___________________________________________________________________
 BJ4332* NAD 83(1992)-  30 26 17.82931(N)    090 26 41.52176(W)     ADJUSTED  
 BJ4332* NAVD 88     -                                                        
 BJ4332  ___________________________________________________________________
 BJ4332  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ4332  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ4332
 BJ4332  HORZ ORDER  -  THIRD
 BJ4332
 BJ4332.The horizontal coordinates were established by classical geodetic methods
 BJ4332.and adjusted by the National Geodetic Survey in January 1993..
 BJ4332
 BJ4332
 BJ4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4332
 BJ4332.The geoid height was determined by GEOID03.
 BJ4332
 BJ4332;                    North         East     Units Scale Factor Converg.
 BJ4332;SPC LA S     -   215,180.810 1,085,340.882   MT  0.99995479   +0 26 39.3
 BJ4332;SPC LA S     -   705,972.37  3,560,822.54   sFT  0.99995479   +0 26 39.3
 BJ4332;UTM  15      - 3,370,125.709   745,386.423   MT  1.00034290   +1 17 42.4
 BJ4332
 BJ4332                          SUPERSEDED SURVEY CONTROL
 BJ4332
 BJ4332  NAD 83(1986)-  30 26 17.84554(N)    090 26 41.51981(W) AD(       ) 4
 BJ4332  NAD 27      -  30 26 17.15172(N)    090 26 41.20791(W) AD(       ) 3
 BJ4332
 BJ4332.Superseded values are not recommended for survey control.
 BJ4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4332.See file dsdata.txt to determine how the superseded data were derived.
 BJ4332
 BJ4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4538670126(NAD 83)
 BJ4332_MARKER: 91 = CHURCH CROSS
 BJ4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4332+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BJ4332
 BJ4332  HISTORY     - Date     Condition        Report By
 BJ4332  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4332  HISTORY     - 1954     GOOD             CGS
 BJ4332  HISTORY     - 20050216 GOOD             USPSQD
 BJ4332
 BJ4332                          STATION DESCRIPTION
 BJ4332
 BJ4332'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4332'THE POINT OBSERVED WAS THE BASE OF THE CROSS ON THE CUPOLA
 BJ4332'OF THE CATHOLIC CHURCH IN THE TOWN OF PONCHATOULA.  THE
 BJ4332'CHURCH IS A BRICK STRUCTURE LOCATED IN THE CENTRAL PART
 BJ4332'OF TOWN.
 BJ4332'
 BJ4332'OBSERVED UPON FROM TRIANGULATION STATIONS BUELL L.G.S. AND
 BJ4332'PONCHATOULA.
 BJ4332'
 BJ4332'INTERSECTION STATION.
 BJ4332
 BJ4332                          STATION RECOVERY (1954)
 BJ4332
 BJ4332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4332'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BJ4332'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4332'
 BJ4332'THIS IS AN INTERSECTION STATION.
 BJ4332
 BJ4332                          STATION RECOVERY (2005)
 BJ4332
 BJ4332'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4335 ***********************************************************************
 BJ4335  DESIGNATION -  PONCHATOULA LA CYPRESS CO STK
 BJ4335  PID         -  BJ4335
 BJ4335  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4335  USGS QUAD   -  PONCHATOULA (1994)
 BJ4335
 BJ4335                         *CURRENT SURVEY CONTROL
 BJ4335  ___________________________________________________________________
 BJ4335* NAD 83(1992)-  30 25 33.31632(N)    090 26 41.03503(W)     ADJUSTED  
 BJ4335* NAVD 88     -                                                        
 BJ4335  ___________________________________________________________________
 BJ4335  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ4335  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ4335
 BJ4335  HORZ ORDER  -  THIRD
 BJ4335
 BJ4335.The horizontal coordinates were established by classical geodetic methods
 BJ4335.and adjusted by the National Geodetic Survey in January 1993..
 BJ4335
 BJ4335
 BJ4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4335
 BJ4335.The geoid height was determined by GEOID03.
 BJ4335
 BJ4335;                    North         East     Units Scale Factor Converg.
 BJ4335;SPC LA S     -   213,810.266 1,085,364.498   MT  0.99995317   +0 26 39.5
 BJ4335;SPC LA S     -   701,475.85  3,560,900.02   sFT  0.99995317   +0 26 39.5
 BJ4335;UTM  15      - 3,368,755.133   745,430.400   MT  1.00034317   +1 17 40.9
 BJ4335
 BJ4335                          SUPERSEDED SURVEY CONTROL
 BJ4335
 BJ4335  NAD 83(1986)-  30 25 33.33235(N)    090 26 41.03294(W) AD(       ) 4
 BJ4335  NAD 27      -  30 25 32.63639(N)    090 26 40.72038(W) AD(       ) 3
 BJ4335
 BJ4335.Superseded values are not recommended for survey control.
 BJ4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4335.See file dsdata.txt to determine how the superseded data were derived.
 BJ4335
 BJ4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4543068755(NAD 83)
 BJ4335_MARKER: 63 = STACK
 BJ4335
 BJ4335  HISTORY     - Date     Condition        Report By
 BJ4335  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4335  HISTORY     - 1954     GOOD             CGS
 BJ4335
 BJ4335                          STATION DESCRIPTION
 BJ4335
 BJ4335'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4335'THE POINT OBSERVED UPON WAS THE CENTER OF THE STEEL STACK
 BJ4335'OF THE LOUISIANA CYPRESS LUMBER COMPANY, INC., LOCATED IN
 BJ4335'THE SOUTHERN EDGE OF PONCHATOULA.  THE STACK IS PAINTED
 BJ4335'BLACK AND IS 125 FEET HIGH.
 BJ4335'
 BJ4335'OBSERVED UPON FROM TRIANGULATION STATIONS BREED, BUELL L.G.S.,
 BJ4335'FUNSTON ECC., AND RATHBORNE.
 BJ4335'
 BJ4335'INTERSECTION STATION.
 BJ4335
 BJ4335                          STATION RECOVERY (1954)
 BJ4335
 BJ4335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4335'THE STATIONS WERE VISITED AND WERE FOUND IN GOOD CONDITION.
 BJ4335'
 BJ4335'TO REACH THE STATIONS FROM THE INTERSECTION OF MAIN STREET
 BJ4335'AND THE ILLINOIS CENTRAL RAILROAD IN PONCHATOULA, GO S ALONG
 BJ4335'THE W SIDE OF THE TRACKS (U.S. HIGHWAY 51) FOR 0.4 MI. TO
 BJ4335'A PAVED STREET RIGHT, TURN RIGHT AND GO 0.5 MI. TO THE STATIONS
 BJ4335'ON THE LEFT.
 BJ4335'
 BJ4335'THESE ARE INTERSECTION STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4336 ***********************************************************************
 BJ4336  DESIGNATION -  PONCHATOULA LA CYPRESS CO TANK
 BJ4336  PID         -  BJ4336
 BJ4336  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4336  USGS QUAD   -  PONCHATOULA (1994)
 BJ4336
 BJ4336                         *CURRENT SURVEY CONTROL
 BJ4336  ___________________________________________________________________
 BJ4336* NAD 83(1992)-  30 25 29.34896(N)    090 26 41.45886(W)     ADJUSTED  
 BJ4336* NAVD 88     -                                                        
 BJ4336  ___________________________________________________________________
 BJ4336  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4336  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ4336
 BJ4336  HORZ ORDER  -  THIRD
 BJ4336
 BJ4336.The horizontal coordinates were established by classical geodetic methods
 BJ4336.and adjusted by the National Geodetic Survey in January 1993..
 BJ4336
 BJ4336
 BJ4336.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4336
 BJ4336.The geoid height was determined by GEOID03.
 BJ4336
 BJ4336;                    North         East     Units Scale Factor Converg.
 BJ4336;SPC LA S     -   213,688.015 1,085,354.135   MT  0.99995302   +0 26 39.3
 BJ4336;SPC LA S     -   701,074.76  3,560,866.02   sFT  0.99995302   +0 26 39.3
 BJ4336;UTM  15      - 3,368,632.695   745,421.849   MT  1.00034312   +1 17 40.5
 BJ4336
 BJ4336                          SUPERSEDED SURVEY CONTROL
 BJ4336
 BJ4336  NAD 83(1986)-  30 25 29.36505(N)    090 26 41.45679(W) AD(       ) 4
 BJ4336  NAD 27      -  30 25 28.66891(N)    090 26 41.14446(W) AD(       ) 3
 BJ4336
 BJ4336.Superseded values are not recommended for survey control.
 BJ4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4336.See file dsdata.txt to determine how the superseded data were derived.
 BJ4336
 BJ4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4542268633(NAD 83)
 BJ4336_MARKER: 53 = ELEVATED TANK
 BJ4336
 BJ4336  HISTORY     - Date     Condition        Report By
 BJ4336  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4336
 BJ4336                          STATION DESCRIPTION
 BJ4336
 BJ4336'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4336'THE POINT OBSERVED UPON WAS THE FINIAL OF THE TANK OF THE
 BJ4336'LOUISIANA CYPRESS LUMBER COMPANY, INC., AN ALUMINUM-PAINTED
 BJ4336'STRUCTURE, 135 FEET HIGH.  ITS IS LOCATED IN THE SOUTHERN
 BJ4336'EDGE OF PONCHATOULA.
 BJ4336'
 BJ4336'OBSERVED UPON FROM TRIANGULATION STATIONS BUELL (L.G.S.),
 BJ4336'BREED, FUNSTON ECC., AND RATHBORNE.
 BJ4336'
 BJ4336'INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4340 ***********************************************************************
 BJ4340  DESIGNATION -  PONCHATOULA LA P L MICROWAVE
 BJ4340  PID         -  BJ4340
 BJ4340  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4340  USGS QUAD   -  PONCHATOULA (1994)
 BJ4340
 BJ4340                         *CURRENT SURVEY CONTROL
 BJ4340  ___________________________________________________________________
 BJ4340* NAD 83(1992)-  30 26 05.67491(N)    090 27 51.54463(W)     ADJUSTED  
 BJ4340* NAVD 88     -                                                        
 BJ4340  ___________________________________________________________________
 BJ4340  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ4340  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ4340
 BJ4340  HORZ ORDER  -  THIRD
 BJ4340
 BJ4340.The horizontal coordinates were established by classical geodetic methods
 BJ4340.and adjusted by the National Geodetic Survey in January 1993..
 BJ4340
 BJ4340
 BJ4340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4340
 BJ4340.The geoid height was determined by GEOID03.
 BJ4340
 BJ4340;                    North         East     Units Scale Factor Converg.
 BJ4340;SPC LA S     -   214,792.223 1,083,475.427   MT  0.99995434   +0 26 04.3
 BJ4340;SPC LA S     -   704,697.48  3,554,702.30   sFT  0.99995434   +0 26 04.3
 BJ4340;UTM  15      - 3,369,709.309   743,526.231   MT  1.00033168   +1 17 06.4
 BJ4340
 BJ4340                          SUPERSEDED SURVEY CONTROL
 BJ4340
 BJ4340  NAD 83(1986)-  30 26 05.69107(N)    090 27 51.54277(W) AD(       ) 4
 BJ4340  NAD 27      -  30 26 04.99477(N)    090 27 51.22688(W) AD(       ) 3
 BJ4340
 BJ4340.Superseded values are not recommended for survey control.
 BJ4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4340.See file dsdata.txt to determine how the superseded data were derived.
 BJ4340
 BJ4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4352669709(NAD 83)
 BJ4340_MARKER: 44 = MICROWAVE MAST
 BJ4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4340+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BJ4340
 BJ4340  HISTORY     - Date     Condition        Report By
 BJ4340  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4340  HISTORY     - 20050216 GOOD             USPSQD
 BJ4340
 BJ4340                          STATION DESCRIPTION
 BJ4340
 BJ4340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4340'LOUISIANA POWER AND LIGHT COMPANY MICROWAVE IS LOCATED ON THE POWER
 BJ4340'COMPANY PROPERTY, ABOUT 1 MILE WEST OF PONCHATOULA, 0.2 MILE WEST OF
 BJ4340'INTERSTATE HIGHWAY 55 AND ABOUT 0.15 SOUTH OF STATE HIGHWAY 22.
 BJ4340'
 BJ4340'A SLENDER, TRIANGULAR SHAPED STEEL MAST, ABOUT 300 FEET IN HEIGHT,
 BJ4340'PAINTED ORANGE-WHITE IN COLOR, HAS A RED LIGHT AND TWO ANTENNA FANS
 BJ4340'AT TOP AND TWO ANTENNA FANS ABOUT 20 FEET DOWN FROM THE TOP.
 BJ4340'
 BJ4340'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 BJ4340
 BJ4340                          STATION RECOVERY (2005)
 BJ4340
 BJ4340'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4334 ***********************************************************************
 BJ4334  DESIGNATION -  PONCHATOULA MUNICIPAL TANK
 BJ4334  PID         -  BJ4334
 BJ4334  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4334  USGS QUAD   -  PONCHATOULA (1994)
 BJ4334
 BJ4334                         *CURRENT SURVEY CONTROL
 BJ4334  ___________________________________________________________________
 BJ4334* NAD 83(1992)-  30 26 07.39640(N)    090 26 32.36515(W)     ADJUSTED  
 BJ4334* NAVD 88     -                                                        
 BJ4334  ___________________________________________________________________
 BJ4334  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ4334  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ4334
 BJ4334  HORZ ORDER  -  THIRD
 BJ4334
 BJ4334.The horizontal coordinates were established by classical geodetic methods
 BJ4334.and adjusted by the National Geodetic Survey in January 1993..
 BJ4334
 BJ4334
 BJ4334.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4334
 BJ4334.The geoid height was determined by GEOID03.
 BJ4334
 BJ4334;                    North         East     Units Scale Factor Converg.
 BJ4334;SPC LA S     -   214,861.456 1,085,587.689   MT  0.99995440   +0 26 43.9
 BJ4334;SPC LA S     -   704,924.63  3,561,632.28   sFT  0.99995440   +0 26 43.9
 BJ4334;UTM  15      - 3,369,809.933   745,638.043   MT  1.00034443   +1 17 46.6
 BJ4334
 BJ4334                          SUPERSEDED SURVEY CONTROL
 BJ4334
 BJ4334  NAD 83(1986)-  30 26 07.41266(N)    090 26 32.36403(W) AD(       ) 4
 BJ4334  NAD 27      -  30 26 06.71673(N)    090 26 32.04877(W) AD(       ) 3
 BJ4334
 BJ4334.Superseded values are not recommended for survey control.
 BJ4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4334.See file dsdata.txt to determine how the superseded data were derived.
 BJ4334
 BJ4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4563869810(NAD 83)
 BJ4334_MARKER: 53 = ELEVATED TANK
 BJ4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4334+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BJ4334
 BJ4334  HISTORY     - Date     Condition        Report By
 BJ4334  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4334  HISTORY     - 1954     GOOD             CGS
 BJ4334  HISTORY     - 1970     GOOD             NGS
 BJ4334  HISTORY     - 20050216 GOOD             USPSQD
 BJ4334
 BJ4334                          STATION DESCRIPTION
 BJ4334
 BJ4334'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4334'POINT OBSERVED UPON WAS THE FINIAL OF THE STEEL, ALUMINUM-PAINTED,
 BJ4334'MUNICIPAL WATER TANK, 135 FEET HIGH, LOCATED IN THE CENTRAL
 BJ4334'PART OF TOWN OF PONCHATOULA.
 BJ4334'
 BJ4334'OBSERVED UPON FROM TRIANGULATION STATIONS BUELL L.G.S.,
 BJ4334'BREED, FUNSTON ECC., AND PONCHATOULA.
 BJ4334'
 BJ4334'INTERSECTION STATION.
 BJ4334
 BJ4334                          STATION RECOVERY (1954)
 BJ4334
 BJ4334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4334'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  IT
 BJ4334'IS LOCATED NEAR THE CENTER OF PONCHATOULA, AT THE SW ANGLE
 BJ4334'OF THE INTERSECTION OF MAGNOLIA AND SIXTH STREETS.  IT IS
 BJ4334'A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 BJ4334'WITH AN OVERALL HEIGHT OF ABOUT 125 FT.
 BJ4334'
 BJ4334'THIS IS AN INTERSECTION STATION.
 BJ4334
 BJ4334                          STATION RECOVERY (1970)
 BJ4334
 BJ4334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4334'SOUTHWEST MUNICIPAL WATER TANK IS LOCATED IN THE CENTRAL SECTION OF
 BJ4334'TOWN, ON CITY PROPERTY AND ABOUT 150 FEET SOUTHWEST OF THE WEST
 BJ4334'MAGNOLIA-SOUTH 6TH STREET INTERSECTION.
 BJ4334'
 BJ4334'A STEEL CYLINDRICAL STEEL TANK, CONICAL SHAPED ROOF, PONCHATOULA, LA.
 BJ4334'PRINTED ON SIDE OF TANK, SUPPORTED BY 4-STEEL CHANNEL LEGS.
 BJ4334'
 BJ4334'TANK IS 150 FEET IN HEIGHT AND SILVER IN COLOR.
 BJ4334'
 BJ4334'POINT INTERSECTED, WAS TOP-CENTER.
 BJ4334
 BJ4334                          STATION RECOVERY (2005)
 BJ4334
 BJ4334'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BJ4334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1557 ***********************************************************************
 BJ1557  DESIGNATION -  PONCHATOULA RM 1
 BJ1557  PID         -  BJ1557
 BJ1557  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1557  USGS QUAD   -  PONCHATOULA (1994)
 BJ1557
 BJ1557                         *CURRENT SURVEY CONTROL
 BJ1557  ___________________________________________________________________
 BJ1557* NAD 83(1986)-  30 26 08.     (N)    090 26 31.     (W)     SCALED    
 BJ1557* NAVD 88     -         6.529  (meters)      21.42   (feet)  ADJUSTED  
 BJ1557  ___________________________________________________________________
 BJ1557  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ1557  DYNAMIC HT  -           6.521 (meters)      21.39  (feet)  COMP
 BJ1557  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ1557
 BJ1557  VERT ORDER  -  FIRST     CLASS I
 BJ1557
 BJ1557.The horizontal coordinates were scaled from a topographic map and have
 BJ1557.an estimated accuracy of +/- 6 seconds.
 BJ1557
 BJ1557.The orthometric height was determined by differential leveling
 BJ1557.and adjusted by the National Geodetic Survey in February 1994..
 BJ1557
 BJ1557.The geoid height was determined by GEOID03.
 BJ1557
 BJ1557.The dynamic height is computed by dividing the NAVD 88
 BJ1557.geopotential number by the normal gravity value computed on the
 BJ1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1557.degrees latitude (g = 980.6199 gals.).
 BJ1557
 BJ1557.The modeled gravity was interpolated from observed gravity values.
 BJ1557
 BJ1557;                    North         East    Units  Estimated Accuracy
 BJ1557;SPC LA S     -   214,880.    1,085,620.      MT  (+/- 180 meters Scaled)
 BJ1557
 BJ1557                          SUPERSEDED SURVEY CONTROL
 BJ1557
 BJ1557  NAVD 88 (06/15/91)    6.557  (m)           21.51   (f) UNKNOWN     1 1
 BJ1557  NGVD 29 (??/??/??)    6.540  (m)           21.46   (f) ADJUSTED    1 1
 BJ1557
 BJ1557.Superseded values are not recommended for survey control.
 BJ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1557.See file dsdata.txt to determine how the superseded data were derived.
 BJ1557
 BJ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP456698(NAD 83)
 BJ1557_MARKER: DR = REFERENCE MARK DISK
 BJ1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1557_SP_SET: CONCRETE POST
 BJ1557_STAMPING: PONCHATOULA NO 1 1939
 BJ1557_MARK LOGO: CGS   
 BJ1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1557+STABILITY: SURFACE MOTION
 BJ1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1557+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1557
 BJ1557  HISTORY     - Date     Condition        Report By
 BJ1557  HISTORY     - 1939     MONUMENTED       CGS
 BJ1557  HISTORY     - 1969     GOOD             CGS
 BJ1557  HISTORY     - 1986     GOOD             NGS
 BJ1557  HISTORY     - 19920617 GOOD             NGS
 BJ1557
 BJ1557                          STATION DESCRIPTION
 BJ1557
 BJ1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1557'IN PONCHATOULA.
 BJ1557'AT PONCHATOULA, ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 BJ1557'RAILROAD FROM THE STATION, THENCE 0.15 MILE WEST ALONG WEST MAGINOLIA
 BJ1557'STREET, AT THE INTERSECTION OF SOUTH 6 TH STREET, ON PROPERTY OF THE
 BJ1557'CITY WATER WORKS, 39 FEET WEST OF THE CENTER LINE OF SOUTH 6 TH
 BJ1557'STREET, 127 FEET SOUTH OF THE STATION MARK DESCRIBED, 51 FEET EAST OF
 BJ1557'THE EAST LEG OF THE CITY WATER TANK, 13.5 FEET EAST OF THE EAST BRICK
 BJ1557'FACE OF A BUILDING HOUSING A PUMP, 202 FEET SOUTHEAST OF RM 2
 BJ1557'DESCRIBED, 2 FEET ABOVE THE LEVEL OF THE STREET AND SET IN THE TOP OF
 BJ1557'A CONCRETE POST FLUSH WITH THE GROUND.
 BJ1557
 BJ1557                          STATION RECOVERY (1986)
 BJ1557
 BJ1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1557'RECOVERED IN GOOD CONDITION.
 BJ1557
 BJ1557                          STATION RECOVERY (1992)
 BJ1557
 BJ1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1557'IN PONCHATOULA, AT THE INTERSECTION OF WEST MAGNOLIA AND SOUTH 6TH
 BJ1557'STREETS, 54.5 M (178.8 FT) SOUTHEAST OF THE CENTER OF MAGNOLIA
 BJ1557'STREET, 38.7 M (127.0 FT) SOUTHEAST OF TRIANGULATION STATION
 BJ1557'PONCHATOULA, 28.3 M (92.8 FT) NORTH-NORTHWEST OF THE SOUTHEAST CORNER
 BJ1557'OF A CHAIN-LINK FENCE ENCLOSING A WATER TANK, 11.3 M (37.1 FT)
 BJ1557'WEST-SOUTHWEST OF THE CENTER OF 6TH STREET, 6.1 M (20.0 FT) NORTHWEST
 BJ1557'OF UTILITY POLE NUMBER 28086 64432, 4.4 M (14.4 FT) SOUTHEAST OF THE
 BJ1557'SOUTH SUPPORT POST OF A GATE, 3.3 M (10.8 FT) EAST-NORTHEAST OF A
 BJ1557'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREETS, AND THE
 BJ1557'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1561 ***********************************************************************
 BJ1561  DESIGNATION -  PONCHATOULA RM 2
 BJ1561  PID         -  BJ1561
 BJ1561  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1561  USGS QUAD   -  PONCHATOULA (1994)
 BJ1561
 BJ1561                         *CURRENT SURVEY CONTROL
 BJ1561  ___________________________________________________________________
 BJ1561* NAD 83(1986)-  30 26 08.     (N)    090 26 31.     (W)     SCALED    
 BJ1561* NAVD 88     -         7.083  (meters)      23.24   (feet)  ADJUSTED  
 BJ1561  ___________________________________________________________________
 BJ1561  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ1561  DYNAMIC HT  -           7.074 (meters)      23.21  (feet)  COMP
 BJ1561  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ1561
 BJ1561  VERT ORDER  -  FIRST     CLASS I
 BJ1561
 BJ1561.The horizontal coordinates were scaled from a topographic map and have
 BJ1561.an estimated accuracy of +/- 6 seconds.
 BJ1561
 BJ1561.The orthometric height was determined by differential leveling
 BJ1561.and adjusted by the National Geodetic Survey in February 1994..
 BJ1561
 BJ1561.The geoid height was determined by GEOID03.
 BJ1561
 BJ1561.The dynamic height is computed by dividing the NAVD 88
 BJ1561.geopotential number by the normal gravity value computed on the
 BJ1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1561.degrees latitude (g = 980.6199 gals.).
 BJ1561
 BJ1561.The modeled gravity was interpolated from observed gravity values.
 BJ1561
 BJ1561;                    North         East    Units  Estimated Accuracy
 BJ1561;SPC LA S     -   214,880.    1,085,620.      MT  (+/- 180 meters Scaled)
 BJ1561
 BJ1561                          SUPERSEDED SURVEY CONTROL
 BJ1561
 BJ1561  NAVD 88 (06/15/91)    7.100  (m)           23.29   (f) UNKNOWN     1 1
 BJ1561  NGVD 29 (??/??/??)    7.082  (m)           23.23   (f) ADJUSTED    1 1
 BJ1561
 BJ1561.Superseded values are not recommended for survey control.
 BJ1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1561.See file dsdata.txt to determine how the superseded data were derived.
 BJ1561
 BJ1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP456698(NAD 83)
 BJ1561_MARKER: DR = REFERENCE MARK DISK
 BJ1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1561_SP_SET: CONCRETE POST
 BJ1561_STAMPING: PONCHATOULA NO 2 1939
 BJ1561_MARK LOGO: CGS   
 BJ1561_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1561+STABILITY: SURFACE MOTION
 BJ1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1561+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1561
 BJ1561  HISTORY     - Date     Condition        Report By
 BJ1561  HISTORY     - 1939     MONUMENTED       CGS
 BJ1561  HISTORY     - 1969     GOOD             CGS
 BJ1561  HISTORY     - 1986     GOOD             NGS
 BJ1561  HISTORY     - 19920617 GOOD             NGS
 BJ1561
 BJ1561                          STATION DESCRIPTION
 BJ1561
 BJ1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1561'IN PONCHATOULA.
 BJ1561'AT PONCHATOULA, ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 BJ1561'RAILROAD FROM THE STATION, THENCE 0.15 MILE WEST ALONG WEST MAGNOLIA
 BJ1561'STREET, AT THE CITY WATER WORKS, 29 FEET SOUTH OF THE CENTER LINE OF
 BJ1561'WEST MAGNOLIA STREET, 131 FEET WEST-NORTHWEST OF THE STATION MARK
 BJ1561'DESCRIBED, 49.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HIGH
 BJ1561'STEEL FENCE AROUND THE WATER TANK, 2 1/2 FEET NORTHEAST OF A TELEPHONE
 BJ1561'POLE, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A CONCRETE
 BJ1561'POST FLUSH WITH THE GROUND.
 BJ1561
 BJ1561                          STATION RECOVERY (1986)
 BJ1561
 BJ1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1561'RECOVERED IN GOOD CONDITION.
 BJ1561
 BJ1561                          STATION RECOVERY (1992)
 BJ1561
 BJ1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1561'IN PONCHATOULA, AT THE INTERSECTION OF WEST MAGNOLIA AND SOUTH 6TH
 BJ1561'STREETS, 54.2 M (177.8 FT) WEST-SOUTHWEST OF THE CENTER OF 6TH
 BJ1561'STREET, 39.0 M (128.0 FT) WEST-SOUTHWEST OF TRIANGULATION STATION
 BJ1561'PONCHATOULA, 27.0 M (88.6 FT) EAST-NORTHEAST OF THE NORTHEAST OF
 BJ1561'CORNER OF A SIDEWALK LEADING TO KIWANIS PARK, 24.2 M (79.4 FT)
 BJ1561'NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A
 BJ1561'WATER TANK, 8.8 M (28.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF MAGNOLIA
 BJ1561'STREET, 0.7 M (2.3 FT) NORTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT)
 BJ1561'BELOW THE LEVEL OF THE STREET, AND THE MONUMENT IS FLUSH WITH THE
 BJ1561'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4338 ***********************************************************************
 BJ4338  DESIGNATION -  PONCHATOULA RM 3
 BJ4338  PID         -  BJ4338
 BJ4338  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4338  USGS QUAD   -  PONCHATOULA (1994)
 BJ4338
 BJ4338                         *CURRENT SURVEY CONTROL
 BJ4338  ___________________________________________________________________
 BJ4338* NAD 83(1992)-  30 26 07.23404(N)    090 26 33.48737(W)     ADJUSTED  
 BJ4338* NAVD 88     -         6.93   (+/-2cm)      22.7    (feet)  VERTCON   
 BJ4338  ___________________________________________________________________
 BJ4338  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ4338  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ4338
 BJ4338  HORZ ORDER  -  FIRST
 BJ4338  VERT ORDER  -  THIRD ? (See Below)
 BJ4338
 BJ4338.The horizontal coordinates were established by classical geodetic methods
 BJ4338.and adjusted by the National Geodetic Survey in January 1993..
 BJ4338
 BJ4338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4338.The vertical order pertains to the NGVD 29 superseded value.
 BJ4338
 BJ4338.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4338
 BJ4338.The geoid height was determined by GEOID03.
 BJ4338
 BJ4338;                    North         East     Units Scale Factor Converg.
 BJ4338;SPC LA S     -   214,856.224 1,085,557.785   MT  0.99995440   +0 26 43.3
 BJ4338;SPC LA S     -   704,907.46  3,561,534.17   sFT  0.99995440   +0 26 43.3
 BJ4338;UTM  15      - 3,369,804.255   745,608.208   MT  1.00034425   +1 17 46.0
 BJ4338
 BJ4338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4338!SPC LA S     -   1.00000314  x   0.99995440  =   0.99995754
 BJ4338!UTM  15      -   1.00000314  x   1.00034425  =   1.00034739
 BJ4338
 BJ4338|---------------------------------------------------------------------|
 BJ4338| PID    Reference Object                     Distance      Geod. Az  |
 BJ4338|                                                           dddmmss.s |
 BJ4338| BJ1560 PONCHATOULA                          44.343 METERS 05137     |
 BJ4338| BJ1556 PONCHATOULA AZ MK                                  0690219.8 |
 BJ4338| BJ4334 PONCHATOULA MUNICIPAL TANK           30.360 METERS 08031     |
 BJ4338| BJ4340 PONCHATOULA LA P L MICROWAVE        APPROX. 2.1 KM 2684106.0 |
 BJ4338| BJ4186 HAMMOND LDH RAD STA MAST            APPROX. 8.9 KM 3340040.7 |
 BJ4338| BJ4339 HAMMOND RAD STA WFPR MAST           APPROX. 4.2 KM 3413257.7 |
 BJ4338| BJ4179 HAMMOND ILLINOIS CEN MICROWAVE      APPROX. 8.3 KM 3471825.8 |
 BJ4338| BJ1561 PONCHATOULA RM 2                     39.792 METERS 34840     |
 BJ4338|---------------------------------------------------------------------|
 BJ4338
 BJ4338                          SUPERSEDED SURVEY CONTROL
 BJ4338
 BJ4338  NAD 83(1986)-  30 26 07.25014(N)    090 26 33.48543(W) AD(       ) 1
 BJ4338  NAD 27      -  30 26 06.55385(N)    090 26 33.17169(W) AD(       ) 1
 BJ4338  NGVD 29 (07/19/86)    6.93   (m)           22.7    (f) LEVELING    3  
 BJ4338
 BJ4338.Superseded values are not recommended for survey control.
 BJ4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4338.See file dsdata.txt to determine how the superseded data were derived.
 BJ4338
 BJ4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4560869804(NAD 83)
 BJ4338_MARKER: DR = REFERENCE MARK DISK
 BJ4338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4338
 BJ4338  HISTORY     - Date     Condition        Report By
 BJ4338  HISTORY     - 1970     MONUMENTED       NGS
 BJ4338
 BJ4338                          STATION DESCRIPTION
 BJ4338
 BJ4338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4338'THE STATION IS LOCATED IN A PLAYGROUND AREA WHICH IS LEASED BY THE
 BJ4338'KIWINIS CLUB FROM THE CITY OF PONCHATOULA, IT IS NEAR THE
 BJ4338'INTERSECTION OF SOUTH SIXTH STREET AND MAGNOLIA STREET.
 BJ4338'
 BJ4338'TO REACH THE STATION FROM THE RAILROAD STATION IN PONCHATOULA, GO
 BJ4338'SOUTH ON U.S. HIGHWAY 51 FOR 0.2 MILE TO MAGNOLIA STREET, TURN RIGHT
 BJ4338'AND GO WEST ON MAGNOLIA STREET FOR 0.15 MILE TO THE STATION ON THE
 BJ4338'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 BJ4338'MAGNOLIA STREET FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 BJ4338'
 BJ4338'THE STATION MARK IS A STANDARD REFRENCE MARK DISK, STAMPED
 BJ4338'PONCHATOULA NO 3 1939 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ4338'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 111 FEET SOUTH
 BJ4338'OF THE CENTERLINE OF MAGNOLIA STREET, 68 FEET SOUTH OF A CHAIN LINK
 BJ4338'FENCE, 50 FEET WEST OF A CHAIN LINK FENCE.
 BJ4338'
 BJ4338'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PONCHATOULA NO 2 1939,
 BJ4338'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BJ4338'IS FLUSH WITH THE GROUND.  IT IS 29 FEET SOUTH OF THE CENTERLINE OF
 BJ4338'MAGNOLIA STREET, 14 FEET NORTH OF A CHAIN LINK FENCE AND 2.5 FEET
 BJ4338'EAST-NORTHEAST OF A POWERLINE POLE.
 BJ4338'
 BJ4338'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PONCHATOULA NO 2 1939
 BJ4338'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4338'PROJECTS 4-INCHES ABOVE THE GROUND.  IT IS 44.5 FEET
 BJ4338'NORTH-NORTHWEST OF A UTILITY POLE, 26 FEET SOUTH OF THE CENTERLINE
 BJ4338'OF MAGNOLIA STREET, 15 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK
 BJ4338'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 BJ4338'
 BJ4338'THE ORIGINAL STATION MARK 1939 IS A STANDARD DISK, STAMPED
 BJ4338'PONCHATOULA 1939, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BJ4338'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 52 FEET SOUTH OF THE
 BJ4338'CENTERLINE OF MAGNOLIA STREET, 51 FEET WEST OF THE CENTERLINE OF
 BJ4338'SIXTH STREET, 2.5 FEET SOUTH-SOUTHWEST OF A CHAIN LINK CORNER POST
 BJ4338'AND 1 FOOT WEST OF A CHAIN LINK FENCE.
 BJ4338'
 BJ4338'HEIGHT OF LIGHT ABOVE STATION MARK 38.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4677 ***********************************************************************
 BJ4677  DESIGNATION -  POND
 BJ4677  PID         -  BJ4677
 BJ4677  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4677  USGS QUAD   -  WILSON (1985)
 BJ4677
 BJ4677                         *CURRENT SURVEY CONTROL
 BJ4677  ___________________________________________________________________
 BJ4677* NAD 83(1992)-  30 53 03.02681(N)    091 07 08.61421(W)     ADJUSTED  
 BJ4677* NAVD 88     -        81.3    (meters)     267.     (feet)  VERTCON   
 BJ4677  ___________________________________________________________________
 BJ4677  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BJ4677  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4677
 BJ4677  HORZ ORDER  -  SECOND
 BJ4677
 BJ4677.The horizontal coordinates were established by classical geodetic methods
 BJ4677.and adjusted by the National Geodetic Survey in May 1994..
 BJ4677
 BJ4677.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4677
 BJ4677.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4677
 BJ4677.The geoid height was determined by GEOID03.
 BJ4677
 BJ4677;                    North         East     Units Scale Factor Converg.
 BJ4677;SPC LA S     -   264,301.647 1,020,489.654   MT  1.00004435   +0 06 25.7
 BJ4677;SPC LA S     -   867,129.65  3,348,056.47   sFT  1.00004435   +0 06 25.7
 BJ4677;SPC MS W     -   153,700.368   624,871.890   MT  1.00001960   -0 24 12.0
 BJ4677;SPC MS W     -   504,265.29  2,050,100.53   sFT  1.00001960   -0 24 12.0
 BJ4677;UTM  15      - 3,418,280.866   679,798.043   MT  0.99999878   +0 57 56.7
 BJ4677
 BJ4677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4677!SPC LA S     -   0.99999152  x   1.00004435  =   1.00003587
 BJ4677!SPC MS W     -   0.99999152  x   1.00001960  =   1.00001112
 BJ4677!UTM  15      -   0.99999152  x   0.99999878  =   0.99999030
 BJ4677
 BJ4677|---------------------------------------------------------------------|
 BJ4677| PID    Reference Object                     Distance      Geod. Az  |
 BJ4677|                                                           dddmmss.s |
 BJ4677| CW2237 POND RM 2                            15.095 METERS 00347     |
 BJ4677| BJ4675 WILSON LOT                          APPROX. 2.4 KM 0130452.7 |
 BJ4677| CW2235 POND AZ MK                                         1761253.7 |
 BJ4677| CW2236 POND RM 1                            15.224 METERS 18040     |
 BJ4677| BJ4678 POND LDH 1970 POINT A                10.642 METERS 34625     |
 BJ4677|---------------------------------------------------------------------|
 BJ4677
 BJ4677                          SUPERSEDED SURVEY CONTROL
 BJ4677
 BJ4677  NAD 83(1992)-  30 53 03.03002(N)    091 07 08.61453(W) AD(       ) 2
 BJ4677  NAD 83(1986)-  30 53 03.04377(N)    091 07 08.60974(W) AD(       ) 2
 BJ4677  NAD 27      -  30 53 02.39270(N)    091 07 08.22883(W) AD(       ) 2
 BJ4677  NGVD 29 (07/19/86)   81.2    (m)          266.     (f) VERT ANG       
 BJ4677
 BJ4677.Superseded values are not recommended for survey control.
 BJ4677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4677.See file dsdata.txt to determine how the superseded data were derived.
 BJ4677
 BJ4677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7979818281(NAD 83)
 BJ4677_MARKER: DD = SURVEY DISK
 BJ4677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4677
 BJ4677  HISTORY     - Date     Condition        Report By
 BJ4677  HISTORY     - 1970     MONUMENTED       LADH
 BJ4677
 BJ4677                          STATION DESCRIPTION
 BJ4677
 BJ4677'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4677'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF CLINTON, 6.5
 BJ4677'MILES NORTHEAST OF JACKSON AND 11.5 MILES NORTH OF SLAUGHTER IN THE
 BJ4677'SOUTHWEST QUARTER OF SECTION 70, T2S-R1E AND ON THE PROPERTY OF THE
 BJ4677'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4677'
 BJ4677'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, DRIVE WEST ALONG
 BJ4677'STATE HIGHWAY 10 FOR 3.9 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BJ4677'963, THENCE NORTHWEST ALONG STATE HIGHWAY 963 FOR 2.9 MILES TO THE
 BJ4677'JUNCTION WITH STATE HIGHWAY 19, THENCE NORTH ALONG STATE HIGHWAY 19
 BJ4677'FOR 1.1 MILES TO THE STATION WHICH IS ON THE RIGHT AND EAST OF
 BJ4677'THE HIGHWAY NEAR A FENCE AND ON A HILL.
 BJ4677'
 BJ4677'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ4677'HIGHWAY 19 FOR 0.5 MILE TO THE MARK WHICH IS ON THE LEFT AND EAST OF
 BJ4677'THE HIGHWAY NEAR A GATE.
 BJ4677'
 BJ4677'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4677'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4677'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4677'POND 1970.  IT IS 178 FEET SOUTH OF POWER POLE NO. 61, 112 FEET
 BJ4677'NORTH OF POWER POLE NO. 60, 69 FEET EAST OF THE CENTER OF STATE
 BJ4677'HIGHWAY 19, 3 FEET NORTH OF A METAL WITNESS POST AND 2 FEET WEST
 BJ4677'OF A FENCE.
 BJ4677'
 BJ4677'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4677'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4677'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4677'POND RM 1 1970.  IT IS 228 FEET SOUTH OF POWER POLE NO. 61, 69
 BJ4677'FEET EAST OF THE CENTER OF STATE HIGHWAY 19, 48 FEET SOUTH OF THE
 BJ4677'METAL WITNESS POST AT THE STATION, 62 FEET NORTH OF POWER POLE NO.
 BJ4677'60 AND 2 FEET WEST OF A FENCE.
 BJ4677'
 BJ4677'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4677'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4677'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4677'POND RM 2 1970.  IT IS 161 FEET NORTH OF POWER POLE NO. 60, 128
 BJ4677'FEET SOUTH OF POWER POLE NO. 61, 69 FEET EAST OF THE CENTER OF
 BJ4677'STATE HIGHWAY 19, 52 FEET NORTH OF THE METAL WITNESS POST AT THE
 BJ4677'STATION AND 2 FEET WEST OF A FENCE.
 BJ4677'
 BJ4677'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4677'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4677'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4677'POND AZ MK 1970.  IT IS 73 FEET NORTH OF POWER POLE NO. 53, 56
 BJ4677'FEET EAST OF THE CENTER OF STATE HIGHWAY 19, 42 FEET NORTH OF A
 BJ4677'TELEPHONE CABLE JUNCTION BOX, 17 FEET NORTH OF THE CENTER OF
 BJ4677'A FIELD GATE, 4 FEET WEST-SOUTHWEST OF A FENCE, 3 FEET WEST OF A
 BJ4677'HIGHWAY RIGHT OF WAY MARKER AND 2 FEET NORTH OF A METAL WITNESS
 BJ4677'POST.
 BJ4677'
 BJ4677'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1177 ***********************************************************************
 BH1177  DESIGNATION -  PONTCHARTRAIN
 BH1177  PID         -  BH1177
 BH1177  STATE/COUNTY-  LA/ORLEANS
 BH1177  USGS QUAD   -  LITTLE WOODS (1994)
 BH1177
 BH1177                         *CURRENT SURVEY CONTROL
 BH1177  ___________________________________________________________________
 BH1177* NAD 83(1992)-  30 04 32.27456(N)    089 56 37.98483(W)     ADJUSTED  
 BH1177* NAVD 88     -         2.29   (+/-2cm)       7.5  **(feet)  VERTCON   
 BH1177  **This station is located in a subsidence area (see below).
 BH1177  ___________________________________________________________________
 BH1177  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH1177  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH1177
 BH1177  HORZ ORDER  -  FIRST
 BH1177  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1177
 BH1177.The horizontal coordinates were established by classical geodetic methods
 BH1177.and adjusted by the National Geodetic Survey in January 1993..
 BH1177
 BH1177 ** The orthometric height has not been validated since last determined
 BH1177 ** by differential leveling and should not be used for control purposes.
 BH1177 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1177 ** area with valid NAVD 88 orthometric heights.
 BH1177 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1177 ** epoch indicated which incorporates improved geoid heights for the
 BH1177 ** Southern Louisiana Subsidence area.
 BH1177 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1177.The vertical order pertains to the NGVD 29 superseded value.
 BH1177
 BH1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1177
 BH1177.The geoid height was determined by GEOID03.
 BH1177
 BH1177;                    North         East     Units Scale Factor Converg.
 BH1177;SPC LA S     -   175,461.917 1,133,947.842   MT  0.99992659   +0 41 41.1
 BH1177;SPC LA S     -   575,661.31  3,720,293.88   sFT  0.99992659   +0 41 41.1
 BH1177;UTM  16      - 3,330,821.542   216,222.090   MT  1.00059366   -1 28 34.7
 BH1177;UTM  15      - 3,331,105.814   794,601.514   MT  1.00067092   +1 31 57.6
 BH1177
 BH1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1177!SPC LA S     -   1.00000378  x   0.99992659  =   0.99993037
 BH1177!UTM  16      -   1.00000378  x   1.00059366  =   1.00059744
 BH1177!UTM  15      -   1.00000378  x   1.00067092  =   1.00067470
 BH1177
 BH1177|---------------------------------------------------------------------|
 BH1177| PID    Reference Object                     Distance      Geod. Az  |
 BH1177|                                                           dddmmss.s |
 BH1177| BH2834 PONTCHARTRAIN RM 4                   27.744 METERS 13211     |
 BH1177| BH1181 PONTCHARTRAIN RM 7                   27.707 METERS 13228     |
 BH1177| BH1182 PONTCHARTRAIN AZ MK                                1354758.3 |
 BH1177| DD8499 PONTCHARTRAIN RM 1                   39.557 METERS 14907     |
 BH1177| BH1179 PONTCHARTRAIN RM 5                   69.891 METERS 18440     |
 BH1177| DD8501 PONTCHARTRAIN RM 2                   24.469 METERS 23053     |
 BH1177| BJ4255 INDUSTRIAL CANAL LIGHT              APPROX. 9.8 KM 2471338.3 |
 BH1177| BJ4247 LAKE PONTCHARTRAIN FLASHING LT      APPROX.17.2 KM 2514609.5 |
 BH1177| BH1180 PONTCHARTRAIN RM 6                   54.803 METERS 26241     |
 BH1177|---------------------------------------------------------------------|
 BH1177
 BH1177                          SUPERSEDED SURVEY CONTROL
 BH1177
 BH1177  NAD 83(1986)-  30 04 32.28871(N)    089 56 37.98186(W) AD(       ) 1
 BH1177  NAD 27      -  30 04 31.57045(N)    089 56 37.73835(W) AD(       ) 1
 BH1177  NGVD 29 (??/??/??)    2.345  (m)            7.69   (f) ADJUSTED    1 2
 BH1177
 BH1177.Superseded values are not recommended for survey control.
 BH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1177.See file dsdata.txt to determine how the superseded data were derived.
 BH1177
 BH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1622230822(NAD 83)
 BH1177_MARKER: DS = TRIANGULATION STATION DISK
 BH1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1177_STAMPING: PONTCHARTRAIN 1931
 BH1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1177+STABILITY: SURFACE MOTION
 BH1177
 BH1177  HISTORY     - Date     Condition        Report By
 BH1177  HISTORY     - 1931     MONUMENTED       CGS
 BH1177  HISTORY     - 1934     GOOD             CGS
 BH1177  HISTORY     - 1935     GOOD             LAGS
 BH1177  HISTORY     - 1938     SEE DESCRIPTION  LAGS
 BH1177  HISTORY     - 1951     GOOD             CGS
 BH1177  HISTORY     - 1951     GOOD             CGS
 BH1177  HISTORY     - 1953     GOOD             CGS
 BH1177  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BH1177  HISTORY     - 1965     GOOD             CGS
 BH1177  HISTORY     - 1966     GOOD             CGS
 BH1177  HISTORY     - 1971     GOOD             NGS
 BH1177  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BH1177  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 BH1177
 BH1177                          STATION DESCRIPTION
 BH1177
 BH1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BH1177'STATION IS ABOUT 10 MILES NE OF DOWN-TOWN NEW ORLEANS, AT A LAKESIDE
 BH1177'RESORT KNOWN AS LITTLE WOODS, AND ABOUT 1/4 MILE S OF LITTLE WOODS
 BH1177'STATION OF SOUTHERN RAILWAY COMPANY.
 BH1177'
 BH1177'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 BH1177'DISKS SET IN CONCRETE.  UPPER
 BH1177'MARK IS FLUSH WITH GROUND.
 BH1177'
 BH1177'REFERENCE MARK NO. 1 IS SET FLUSH IN TOP OF RETAINING WALL WHICH IS
 BH1177'12 INCHES THICK AND 5 FEET HIGH AND WHICH PROTECTS OLD PUMPING
 BH1177'STATION ON N, IN A RIGHT ANGLE BEND OF WALL 4.5 FEET NW OF NW
 BH1177'CORNER OF OLD BUILDING, AND 129.78 FEET FROM STATION S 30 DEG
 BH1177'52 MIN E.
 BH1177'
 BH1177'REFERENCE MARK NO. 2 IS FLUSH WITH SURFACE, 130 FEET W OF PUMPING
 BH1177'STATION, 80 FEET S OF TOP OF LEVEE, 50 FEET NW OF SMALL WOODEN
 BH1177'BRIDGE OVER LARGE DITCH, 120 FEET E OF CENTER LINE OF MAIN LINE
 BH1177'RAILWAY TRACKS, AND 80.28 FEET FROM STATION S 50 DEG 53 MIN W.
 BH1177'
 BH1177'THE FOLLOWING BEARINGS ARE FROM THE STATION--NEW ORLEANS, WSMB, WEST
 BH1177'TOWER, S 33 DEG 34 MIN W.  NEW ORLEANS, WSMB, EAST TOWER, S 32 DEG
 BH1177'45 MIN W.
 BH1177'
 BH1177'TO REACH FROM NEW ORLEANS GO BY U.S. HIGHWAY 90 TO POINT 0.9 MILE
 BH1177'W OF GENTILLY STATION ON LOUISVILLE AND NASHVILLE RAILROAD, TURN NW
 BH1177'ON GRAVEL ROAD 1.8 MILES TO LAKE, TURN NE ON SHELL ROAD PARALLELING
 BH1177'SOUTHERN RAILWAY TRACKS ON E, AND GO 5.7 MILES TO ROAD END AND
 BH1177'STATION. STATION IS ON TOP OF LEVEE S OF DRAINAGE CANAL, 42 FEET
 BH1177'S OF WHERE CANAL BENDS FROM E TO N, 130 FEET N OF W OF NW CORNER
 BH1177'OF OLD PUMPING STATION, AND 124.5 FEET E OF CENTER LINE OF TWO
 BH1177'MAIN TRACKS OF RAILWAY.
 BH1177
 BH1177                          STATION RECOVERY (1934)
 BH1177
 BH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BH1177'STATION RECOVERED AS DESCRIBED. MARKS IN GOOD CONDITION.
 BH1177
 BH1177                          STATION RECOVERY (1935)
 BH1177
 BH1177'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BH1177'STATION RECOVERED AS DESCRIBED.
 BH1177
 BH1177                          STATION RECOVERY (1938)
 BH1177
 BH1177'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1938
 BH1177'REFERENCE MARK NO. 1--RESET 3/22/38. IT IS ON NW SHOULDER OF NEW
 BH1177'ORLEANS AND NORTH EASTERN RAILROAD RIGHT-OF-WAY, AT LITTLE WOODS,
 BH1177'LOUISIANA, 15.4 FEET NW FROM THE N RAIL OF THE S BOUND TRACK OF THE
 BH1177'NEW ORLEANS AND NORTH EASTERN RAILROAD, 22.9 FEET SW FROM THE SE
 BH1177'CORNER OF LITTLE WOODS DEPOT, 1000 FEET NNE FROM STATION
 BH1177'PONTCHARTRAIN.
 BH1177
 BH1177                          STATION RECOVERY (1951)
 BH1177
 BH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 BH1177'THE STATION MARK WAS RECOVERED IN APPARENT GOOD CONDITION. THE
 BH1177'REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED. IT IS BELIEVED
 BH1177'THAT BOTH THE REFERENCE MARKS HAVE BEEN DESTROYED.
 BH1177'
 BH1177'STATION IS BRONZE DISK SET IN CONCRETE.
 BH1177'
 BH1177'STATION IS LOCATED IN RESORT SECTION OF LITTLE WOODS, SET ON THE TOP
 BH1177'OF THE LEVEE ON WEST SIDE OF LITTLE WOODS DRAINAGE CANAL, 115 FEET
 BH1177'SOUTHEAST ALONG TOP OF LEVEE FROM THE SOUTHEAST RAIL OF THE
 BH1177'SOUTHEAST TRACK OF THE SOUTHERN RAILWAY, 28 FEET NORTHWEST OF THE
 BH1177'EXTENDED CENTER LINE OF HAYNE BOULEVARD, 22 FEET NORTH OF THE
 BH1177'FIRST POWER POLE SOUTHWEST OF PROTECTION LEVEE, 120 FEET NORTHWEST
 BH1177'OF A 24-INCH CHINA BERRY TREE WHICH IS ON TOP OF LEVEE,
 BH1177'PROJECTING 12 INCHES AND STAMPED PONTCHARTRAIN 1931.
 BH1177
 BH1177                          STATION RECOVERY (1951)
 BH1177
 BH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 BH1177'IN LITTLE WOODS.
 BH1177'AT LITTLE WOODS, SET ON THE TOP OF THE LEVEE ON WEST SIDE OF LITTLE
 BH1177'WOODS DRAINAGE CANAL, 115 FEET SOUTHEAST ALONG TOP OF LEVEE FROM THE
 BH1177'SOUTHEAST RAIL OF THE SOUTHEAST TRACK OF THE SOUTHERN RAILROAD, 28
 BH1177'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF HAYNE BLVD, 22 FEET
 BH1177'NORTH OF THE FIRST POWER POLE SOUTHWEST OF PROTECTION LEVEE, 120 FEET
 BH1177'NORTHWEST OF A 24-INCH CHINA BERRY TREE WHICH IS ON TOP OF LEVEE, AND
 BH1177'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 BH1177
 BH1177                          STATION RECOVERY (1953)
 BH1177
 BH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BH1177'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH1177'CONDITION. A COMPLETE NEW DESCRIPTION FOLLOWS--
 BH1177'
 BH1177'STATION IS LOCATED ABOUT 10 MI. NE OF DOWNTOWN NEW ORLEANS, AT A
 BH1177'LAKESIDE RESORT KNOWN AS LITTLE WOODS, 120 FT. E OF THE E RAIL OF
 BH1177'THE SOUTHERN RAILROAD, 75 FT. N OF THE CENTER OF A CURVE WHERE
 BH1177'HAYNES BOULEVARD TURNS E INTO PARIS ROAD, 24 FT. N OF POWER LINE
 BH1177'POLE NO. 972, AND ON THE LEVEE OF A DRAINAGE DITCH AT THE POINT
 BH1177'WHERE IT BENDS FROM THE N TO THE E. THE UNDERGROUND MARK IS A
 BH1177'STANDARD DISK, SET IN CONCRETE. THE SURFACE MARK IS A STANDARD
 BH1177'STATION DISK, STAMPED PONTCHARTRAIN 1931 AND SET IN CONCRETE
 BH1177'PROJECTING ABOUT 14 IN. ABOVE THE GROUND.
 BH1177'
 BH1177'REFERENCE MARK 1 IS ABOUT 1000 FT. N-NE OF THE STATION, 48 FT. S OF
 BH1177'RAILROAD SIGN LITTLE WOODS, 48 FT. NE OF THE NE CORNER OF A HOUSE,
 BH1177'42 FT. N OF A POWER LINE POLE, 15.5 FT. W OF THE W RAIL OF THE
 BH1177'RAILROAD, AND 9 FT. SE OF A YARD FENCE CORNER. IT IS A STANDARD
 BH1177'REFERENCE-MARK DISK, STAMPED PONTCHARTRAIN NO 1 1931 AND SET IN
 BH1177'CONCRETE PROJECTING 4 IN. ABOVE THE GROUND.
 BH1177'
 BH1177'REFERENCE MARK 2 IS 120 FT. E OF THE S RAIL OF THE RAILROAD, 65 FT.
 BH1177'S OF POWER LINE POLE NO. 972, 35 FT. W OF THE CENTER OF HAYNES
 BH1177'BOULEVARD, AND 4 FT. NW OF SEVERAL MAIL BOXES. IT IS A STANDARD
 BH1177'REFERENCE-MARK DISK, STAMPED PONTCHARTRAIN NO 2 1931 AND SET IN
 BH1177'CONCRETE FLUSH WITH THE GROUND.
 BH1177
 BH1177                          STATION RECOVERY (1954)
 BH1177
 BH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BH1177'THE STATION WAS VISITED, AND THE STATION MARK AND REFERENCE MARKS 1
 BH1177'(RESET IN 1938) AND 2 WERE FOUND IN GOOD CONDITION. THE ANGLE TO
 BH1177'REFERENCE MARK 1 WAS NOT OBSERVED AS NO VISIBLE AZIMUTH COULD BE
 BH1177'SEEN, AND A MEASUREMENT WAS NOT MADE TO THE MARK AS IT WAS
 BH1177'IMPOSSIBLE AT THIS TIME. THE MARK IS OF NO VALUE TO THE STATION
 BH1177'AT THIS TIME. REFERENCE MARK 3 WAS ESTABLISHED, AND THE ANGLE
 BH1177'OBSERVED FROM REFERENCE MARK 2. A NEW DESCRIPTION FOLLOWS--
 BH1177'
 BH1177'THE STATION IS LOCATED ABOUT 10 MI. NE OF DOWNTOWN NEW ORLEANS, AT
 BH1177'A SMALL SETTLEMENT OF LITTLE WOODS, AT THE INTERSECTION OF PARIS
 BH1177'ROAD AND HAYNES BOULEVARD, ON THE TOP OF THE W LEVEE OF DYER CANAL,
 BH1177'AND AT A POINT WHERE THE CANAL MAKES A 90 DEG TURN FROM THE SE TO
 BH1177'THE NE. IT IS 115 FT. SE OF THE S RAIL OF THE N BOUND TRACK OF
 BH1177'THE SOUTHERN RAILWAY, 57 FT. NE OF THE INTERSECTION OF PARIS ROAD
 BH1177'AND HAYNES BOULEVARD, 22 FT. NE OF A POWER POLE, AND 33 FT. SW
 BH1177'OF THE SW EDGE OF THE CANAL. IT IS A STANDARD DISK, STAMPED
 BH1177'PONTCHARTRAIN 1931 AND PROJECTING 15 IN.
 BH1177'
 BH1177'REFERENCE MARK 1 IS ABOUT 1000 FT. N-NE OF THE STATION, 15.4 FT. NW
 BH1177'OF THE NW RAIL OF THE S BOUND TRACKS, 10 FT. SE OF A CORNER OF A
 BH1177'WHITE PICKET FENCE, 85 FT. SW OF A SIGN LITTLE WOODS, AND 44 FT. NE
 BH1177'OF A TELEGRAPH POLE WITH A LIGHT ON IT. IT IS A STANDARD DISK,
 BH1177'STAMPED PONTCHARTRAIN NO 1 1931 AND PROJECTS 6 IN.
 BH1177'
 BH1177'REFERENCE MARK 2 IS 80.28 FT. SW OF THE STATION, 46 FT. N OF THE
 BH1177'INTERSECTION OF PARIS ROAD AND HAYNES BOULEVARD, 58 FT. NE OF A
 BH1177'POWER POLE WITH A TRANSFORMER, 33 FT. W OF THE EXTENDED CENTERLINE
 BH1177'OF PARIS ROAD, 32 FT. N OF THE CENTERLINE OF HAYNES BOULEVARD, 23
 BH1177'FT. W OF A FIREPLUG, AND ABOUT 110 FT. S OF THE S RAIL OF THE N
 BH1177'BOUND TRACK OF THE SOUTHERN RAILWAY. IT IS A STANDARD DISK,
 BH1177'STAMPED PONTCHARTRAIN NO 2 1931 AND IS FLUSH WITH THE GROUND.
 BH1177'
 BH1177'REFERENCE MARK 3 IS 85.67 FT. S OF THE STATION, ON THE SAME LEVEE
 BH1177'AS THE STATION, 57 FT. NE OF THE CENTERLINE OF PARIS ROAD, 34 FT.
 BH1177'N-NW OF A LONE TREE ON THE LEVEE, AND 20 FT. SW OF THE W EDGE OF
 BH1177'THE CANAL. IT IS A STANDARD DISK, STAMPED PONTCHARTRAIN NO 3 1931
 BH1177'AND PROJECTING 8 IN.
 BH1177'
 BH1177'TO REACH THE STATION FROM THE INTERSECTION OF DOWMAN ROAD AND HAYNES
 BH1177'BOULEVARD JUST S OF THE NEW ORLEANS AIRPORT, GO E ON HAYNES
 BH1177'BOULEVARD FOR 5.65 MI. TO THE END OF THE ROAD AND THE STATION ON
 BH1177'THE LEVEE AS DESCRIBED.
 BH1177
 BH1177                          STATION RECOVERY (1965)
 BH1177
 BH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CH)
 BH1177'STATION RECOVERED IN GOOD CONDITION. PREVIOUS DESCRIPTION ADEQUATE.
 BH1177
 BH1177                          STATION RECOVERY (1966)
 BH1177
 BH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH1177'THE STATION MARK WAS RECOVERED AND IN GOOD CONDITION. REFERENCE
 BH1177'MARKS 1 AND 2 WERE FOUND TO BE DESTROYED. REFERENCE
 BH1177'MARKS 4, 5, 6 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 BH1177'
 BH1177'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 BH1177'
 BH1177'STATION IS ABOUT 10 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, AT A
 BH1177'RESORT KNOWN AS LITTLE WOODS AND ON TOP OF A LEVEE FOR A DRAINAGE
 BH1177'DITCH AT THE POINT WHERE IT BENDS FROM THE NORTH TO THE EAST.
 BH1177'
 BH1177'STATION MARKS ARE STANDARD DISKS STAMPED PONTCHARTRAIN 1931. THE
 BH1177'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 BH1177'WHICH PROJECTS 12 INCHES. IT IS 115 FEET EAST OF THE EAST RAIL OF A
 BH1177'RAILROAD, 96 FEET NORTH OF THE CENTER OF HAYNE BOULEVARD AND 20
 BH1177'FEET NORTH OF A STREET LIGHT POLE NUMBER 264. THE UNDERGROUND DISK
 BH1177'WAS NOT INSPECTED AT THIS TIME.
 BH1177'
 BH1177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BH1177'HIGHWAY 47 ABOUT 4-1/2 MILES EAST OF GENTILLY. TURN LEFT AND GO
 BH1177'NORTHWEST AND WEST ON HAYNE BOULEVARD FOR 3.05 MILES TO THE AZIMUTH
 BH1177'MARK ON THE RIGHT. CONTINUE WESTERLY ON HAYNE BOULEVARD FOR 0.3
 BH1177'MILE TO THE STATION ON THE RIGHT.
 BH1177'
 BH1177'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PONTCHARTRAIN NO 4
 BH1177'1931, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BH1177'WHICH PROJECTS 2 INCHES. IT IS 206 FEET EAST OF THE EAST RAIL OF
 BH1177'THE RAILROAD, 87 FEET EAST-NORTHEAST OF THE STREET LIGHT POLE, 59
 BH1177'FEET NORTH OF THE CENTER OF HAYNE BOULEVARD AND 4 FEET NORTH OF A
 BH1177'METAL WITNESS POST.
 BH1177'
 BH1177'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED PONTCHARTRAIN NO 5
 BH1177'1931, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BH1177'WHICH PROJECTS 5 INCHES. IT IS 26 FEET SOUTH OF THE CENTER OF A
 BH1177'DRIVE, 4 FEET SOUTHWEST OF A YARD LIGHT AND 1 FOOT EAST OF THE
 BH1177'NORTHEAST CORNER OF A BUILDING.
 BH1177'
 BH1177'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED PONTCHARTRAIN NO 6
 BH1177'1931, CEMENTED IN A DRILL HOLE IN CONCRETE IN THE BASE OF SIGNAL
 BH1177'LIGHT NUMBER 1846 AND FLUSH WITH THE SURFACE. IT IS 8.8 FEET EAST
 BH1177'OF THE EAST RAIL OF THE RAILROAD.
 BH1177'
 BH1177'AZIMUTH MARK, A STANDARD DISK STAMPED PONTCHARTRAIN 1931, IS SET IN
 BH1177'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 BH1177'INCHES. IT IS 151 FEET NORTH OF THE CENTER OF HAYNE BOULEVARD, 20
 BH1177'FEET SOUTH OF SOUTH EDGE OF A CANAL AND 1.2 FEET WEST OF A METAL
 BH1177'WITNESS POST.
 BH1177
 BH1177                          STATION RECOVERY (1971)
 BH1177
 BH1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH1177'RECOVERED IN GOOD CONDITION.
 BH1177
 BH1177                          STATION RECOVERY (1972)
 BH1177
 BH1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH1177'NO MEASUREMENT BETWEEN REFERENCE MARKS 5 AND 6 DUE TO A BUILDING ON
 BH1177'LINE.
 BH1177'
 BH1177'THE STATION MARK WAS RECOVERED AND FOUND TO BE LEANING. A NEW
 BH1177'SURFACE DISK WAS SET IN THE TOP OF A NEW CONCRETE MONUMENT HOLDING
 BH1177'THE POSITION OF THE UNDERGROUND MARK. IT WAS LOWERED 0.370 METERS
 BH1177'AT THE REQUEST OF THE ORLEANS PARISH LEVEE BOARD. REFERENCE MARK 4
 BH1177'WAS DISCOVERED TO HAVE ONLY THE STEM OF THE DISK LEFT IN THE TOP
 BH1177'OF THE MONUMENT. REFERENCE MARK 7 WAS ESTABLISHED AT THIS TIME
 BH1177'HOLDING THE CENTER OF THE STEM OF THE OLD DISK. REFERENCE MARK 5
 BH1177'AND 6 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. A
 BH1177'DIFFERENCE OF 0.107 METERS LONGER TO REFERENCE MARK 6, 0.092
 BH1177'METERS LONGER TO REFERENCE MARK 5 AND 0.0344 METERS (TRAVERSE
 BH1177'DISTANCE) TO REFERENCE MARK 7 WAS CONFIRMED.
 BH1177'
 BH1177'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF DOWNTOWN NEW
 BH1177'ORLEANS, 7-3/4 MILES EAST OF GENTILLY AND ON THE TOP OF A DRAINAGE
 BH1177'DITCH LEVEE IN THE RESORT AREA KNOWN AS LITTLE WOODS.
 BH1177'
 BH1177'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BH1177'STATE HIGHWAY 47 IN THE NORTHEAST PART OF NEW ORLEANS, GO NORTH ON
 BH1177'STATE HIGHWAY 47 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BH1177'CONTINUE AHEAD NORTH ON STATE HIGHWAY 47 FOR 0.4 MILE TO THE
 BH1177'STATION ON THE RIGHT.
 BH1177'
 BH1177'FOR MORE INFORMATION SEE DESCRIPTION FOR PONTCHARTRAIN RM 7.
 BH1177
 BH1177                          STATION RECOVERY (1972)
 BH1177
 BH1177'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 BH1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2834 ***********************************************************************
 BH2834  DESIGNATION -  PONTCHARTRAIN RM 4
 BH2834  PID         -  BH2834
 BH2834  STATE/COUNTY-  LA/ORLEANS
 BH2834  USGS QUAD   -  LITTLE WOODS (1994)
 BH2834
 BH2834                         *CURRENT SURVEY CONTROL
 BH2834  ___________________________________________________________________
 BH2834* NAD 83(1992)-  30 04 31.66961(N)    089 56 37.21712(W)     ADJUSTED  
 BH2834* NAVD 88     -         2.41   (+/-2cm)       7.9  **(feet)  VERTCON   
 BH2834  **This station is located in a subsidence area (see below).
 BH2834  ___________________________________________________________________
 BH2834  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH2834  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH2834
 BH2834  HORZ ORDER  -  FIRST
 BH2834  VERT ORDER  -  THIRD ? (See Below)
 BH2834
 BH2834.The horizontal coordinates were established by classical geodetic methods
 BH2834.and adjusted by the National Geodetic Survey in January 1993..
 BH2834
 BH2834 ** The orthometric height has not been validated since last determined
 BH2834 ** by differential leveling and should not be used for control purposes.
 BH2834 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2834 ** area with valid NAVD 88 orthometric heights.
 BH2834 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2834 ** epoch indicated which incorporates improved geoid heights for the
 BH2834 ** Southern Louisiana Subsidence area.
 BH2834 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2834.The vertical order pertains to the NGVD 29 superseded value.
 BH2834
 BH2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2834
 BH2834.The geoid height was determined by GEOID03.
 BH2834
 BH2834;                    North         East     Units Scale Factor Converg.
 BH2834;SPC LA S     -   175,443.541 1,133,968.625   MT  0.99992659   +0 41 41.5
 BH2834;SPC LA S     -   575,601.02  3,720,362.06   sFT  0.99992659   +0 41 41.5
 BH2834;UTM  16      - 3,330,802.379   216,242.175   MT  1.00059352   -1 28 34.2
 BH2834;UTM  15      - 3,331,087.730   794,622.579   MT  1.00067107   +1 31 57.9
 BH2834
 BH2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2834!SPC LA S     -   1.00000376  x   0.99992659  =   0.99993035
 BH2834!UTM  16      -   1.00000376  x   1.00059352  =   1.00059728
 BH2834!UTM  15      -   1.00000376  x   1.00067107  =   1.00067483
 BH2834
 BH2834:                Primary Azimuth Mark                     Grid Az
 BH2834:SPC LA S     -  VENETIAN ISLES WATER TANK                092 10 53.0
 BH2834:UTM  16      -  VENETIAN ISLES WATER TANK                094 21 08.7
 BH2834:UTM  15      -  VENETIAN ISLES WATER TANK                091 20 36.6
 BH2834
 BH2834|---------------------------------------------------------------------|
 BH2834| PID    Reference Object                     Distance      Geod. Az  |
 BH2834|                                                           dddmmss.s |
 BH2834| BH2813 VENETIAN ISLES WATER TANK           APPROX.12.7 KM 0925234.5 |
 BH2834| BH1182 PONTCHARTRAIN AZ MK                                1355827.9 |
 BH2834| BH1179 PONTCHARTRAIN RM 5                   57.269 METERS 20708     |
 BH2834| BH1180 PONTCHARTRAIN RM 6                   75.801 METERS 27857     |
 BH2834| BH1177 PONTCHARTRAIN                        27.744 METERS 31211     |
 BH2834|---------------------------------------------------------------------|
 BH2834
 BH2834                          SUPERSEDED SURVEY CONTROL
 BH2834
 BH2834  NAD 83(1986)-  30 04 31.68383(N)    089 56 37.21423(W) AD(       ) 1
 BH2834  NAD 27      -  30 04 30.96553(N)    089 56 36.97071(W) AD(       ) 1
 BH2834  NGVD 29 (07/19/86)    2.47   (m)            8.1    (f) LEVELING    3  
 BH2834
 BH2834.Superseded values are not recommended for survey control.
 BH2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2834.See file dsdata.txt to determine how the superseded data were derived.
 BH2834
 BH2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1624230802(NAD 83)
 BH2834_MARKER: DR = REFERENCE MARK DISK
 BH2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2834+STABILITY: SURFACE MOTION
 BH2834
 BH2834  HISTORY     - Date     Condition        Report By
 BH2834  HISTORY     - 1966     MONUMENTED       CGS
 BH2834  HISTORY     - 1967     GOOD             CGS
 BH2834
 BH2834                          STATION DESCRIPTION
 BH2834
 BH2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2834'STATION IS ABOUT 10 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, AT A
 BH2834'RESORT KNOWN AS LITTLE WOODS AND ON TOP OF A LEVEE FOR A DRAINAGE
 BH2834'DITCH AT THE POINT WHERE IT BENDS FROM THE NORTH TO THE EAST.
 BH2834'
 BH2834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BH2834'HIGHWAY 47 ABOUT 4-1/2 MILES EAST OF GENTILLY. TURN LEFT AND GO
 BH2834'NORTHWEST AND WEST ON HAYNE BOULEVARD FOR 3.05 MILES TO THE AZIMUTH
 BH2834'MARK ON THE RIGHT. CONTINUE WESTERLY ON HAYNE BOULEVARD FOR 0.3
 BH2834'MILE TO THE STATION ON THE RIGHT.
 BH2834'
 BH2834'STATION MARKS ARE STANDARD DISKS STAMPED PONTCHARTRAIN 1931. THE
 BH2834'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 BH2834'WHICH PROJECTS 12 INCHES. IT IS 115 FEET EAST OF THE EAST RAIL OF A
 BH2834'RAILROAD, 96 FEET NORTH OF THE CENTER OF HAYNE BOULEVARD AND 20
 BH2834'FEET NORTH OF A STREET LIGHT POLE NUMBER 264. THE UNDERGROUND DISK
 BH2834'WAS NOT INSPECTED AT THIS TIME.
 BH2834'
 BH2834'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PONTCHARTRAIN NO 4
 BH2834'1931, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BH2834'WHICH PROJECTS 2 INCHES. IT IS 206 FEET EAST OF THE EAST RAIL
 BH2834'OF THE RAILROAD, 87 FEET EAST-NORTHEAST OF THE STREET LIGHT POLE,
 BH2834'59 FEET NORTH OF THE CENTER OF HAYNE BOULEVARD AND 4 FEET NORTH OF
 BH2834'A METAL WITNESS POST.
 BH2834'
 BH2834'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED PONTCHARTRAIN NO 5
 BH2834'1931, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 BH2834'WHICH PROJECTS 5 INCHES. IT IS 26 FEET SOUTH OF THE CENTER OF A
 BH2834'DRIVE, 4 FEET SOUTHWEST OF A YARD LIGHT AND 1 FOOT EAST OF THE
 BH2834'NORTHEAST CORNER OF A BUILDING.
 BH2834'
 BH2834'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED PONTCHARTRAIN NO 6
 BH2834'1931, CEMENTED IN A DRILL HOLE IN CONCRETE IN THE BASE OF SIGNAL
 BH2834'LIGHT NUMBER 1846 AND FLUSH WITH THE SURFACE. IT IS 8.8 FEET EAST
 BH2834'OF THE EAST RAIL OF THE RAILROAD.
 BH2834'
 BH2834'AZIMUTH MARK, A STANDARD DISK STAMPED PONTCHARTRAIN 1931, IS SET IN
 BH2834'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 BH2834'INCHES. IT IS 151 FEET NORTH OF THE CENTER OF HAYNE BOULEVARD, 20
 BH2834'FEET SOUTH OF THE SOUTH EDGE OF A CANAL AND 1.2 FEET WEST OF A
 BH2834'METAL WITNESS POST.
 BH2834'
 BH2834'NOTE--REFERENCE MARK 4 WAS HELD AS THE STATION AT THIS TIME.
 BH2834
 BH2834                          STATION RECOVERY (1967)
 BH2834
 BH2834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RT)
 BH2834'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED PONTCHARTRAIN NO. 4
 BH2834'1931. IT IS SET IN THE TOP OF A 12 INCH CONCRETE POST WHICH PROJECTS
 BH2834'5 INCHES ABOVE THE SURFACE OF THE GROUND, 206 FEET EAST OF THE EAST
 BH2834'RAIL OF THE SOUTHERN RAILROAD, 87 FEET EAST-NORTHEAST OF A STREET
 BH2834'LIGHT POLE, 59 FEET NORTH OF THE CENTER OF PARIS ROAD AND 4 FEET
 BH2834'NORTH OF A METAL WITNESS POST AND SIGN, 91.01 FEET SOUTHEAST OF
 BH2834'STATION PONTCHARTRAIN, 187.89 FEET NORTHEAST OF REFERENCE MARK
 BH2834'NO.  5, AND 248.69 FEET SOUTHEAST OF REFERENCE MARK NO. 6.
 BH2834'
 BH2834'TO REACH THIS MARK FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND
 BH2834'PARIS ROAD, FOLLOW PARIS ROAD NORTHWEST FOR 3.10 MILES TO THE
 BH2834'REFERENCE MARK WHICH IS SET TO THE RIGHT OF THE ROAD AND ON TOP OF
 BH2834'THE LEVEE.
 BH2834'
 BH2834'REFERENCE MARK NO. 5 IS A STANDARD BRONZE DISK STAMPED PONTCHARTRAIN
 BH2834'R.M. NO. 5 1931. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 BH2834'THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BH2834'IT IS 25.30 FEET SOUTH OF A GRAVEL DRIVE, 4 FEET SOUTHWEST OF A
 BH2834'LAMP STANDARD IN A YARD AND 1 FOOT EAST OF THE NORTHEAST CORNER OF
 BH2834'A CONCRETE BLOCK BUILDING.
 BH2834'
 BH2834'REFERENCE MARK NO. 6 IS A STANDARD BRONZE DISK STAMPED PONTCHARTRAIN
 BH2834'R.M. NO. 6 1931. THE MARK IS SET IN THE CONCRETE BASE OF A SIGNAL
 BH2834'LIGHT NO. 1846 ON THE ILLINOIS CENTRAL RAILROAD. THE MARK IS 8.8
 BH2834'FEET EAST OF THE EAST RAIL OF THE RAILROAD.
 BH2834'
 BH2834'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A ROUND CONCRETE POST
 BH2834'THAT IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND. THE
 BH2834'MARK IS 151.10 FEET NORTH OF THE CENTER OF PARIS ROAD, 21.0 FEET
 BH2834'SOUTH OF THE SOUTH EDGE OF A CANAL AND 1.20 FEET WEST OF A METAL
 BH2834'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1181 ***********************************************************************
 BH1181  DESIGNATION -  PONTCHARTRAIN RM 7
 BH1181  PID         -  BH1181
 BH1181  STATE/COUNTY-  LA/ORLEANS
 BH1181  USGS QUAD   -  LITTLE WOODS (1994)
 BH1181
 BH1181                         *CURRENT SURVEY CONTROL
 BH1181  ___________________________________________________________________
 BH1181* NAD 83(1992)-  30 04 31.66700(N)    089 56 37.22171(W)     ADJUSTED  
 BH1181* NAVD 88     -         2.04   (+/-2cm)       6.7  **(feet)  VERTCON   
 BH1181  **This station is located in a subsidence area (see below).
 BH1181  ___________________________________________________________________
 BH1181  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH1181  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH1181
 BH1181  HORZ ORDER  -  FIRST
 BH1181  VERT ORDER  -  THIRD (See Below)
 BH1181
 BH1181.The horizontal coordinates were established by classical geodetic methods
 BH1181.and adjusted by the National Geodetic Survey in January 1993..
 BH1181
 BH1181 ** The orthometric height has not been validated since last determined
 BH1181 ** by differential leveling and should not be used for control purposes.
 BH1181 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1181 ** area with valid NAVD 88 orthometric heights.
 BH1181 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1181 ** epoch indicated which incorporates improved geoid heights for the
 BH1181 ** Southern Louisiana Subsidence area.
 BH1181 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1181.The vertical order pertains to the NGVD 29 superseded value.
 BH1181
 BH1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1181
 BH1181.The geoid height was determined by GEOID03.
 BH1181
 BH1181;                    North         East     Units Scale Factor Converg.
 BH1181;SPC LA S     -   175,443.460 1,133,968.503   MT  0.99992659   +0 41 41.5
 BH1181;SPC LA S     -   575,600.75  3,720,361.66   sFT  0.99992659   +0 41 41.5
 BH1181;UTM  16      - 3,330,802.302   216,242.050   MT  1.00059352   -1 28 34.2
 BH1181;UTM  15      - 3,331,087.646   794,622.458   MT  1.00067107   +1 31 57.9
 BH1181
 BH1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1181!SPC LA S     -   1.00000382  x   0.99992659  =   0.99993040
 BH1181!UTM  16      -   1.00000382  x   1.00059352  =   1.00059734
 BH1181!UTM  15      -   1.00000382  x   1.00067107  =   1.00067489
 BH1181
 BH1181:                Primary Azimuth Mark                     Grid Az
 BH1181:SPC LA S     -  PONTCHARTRAIN AZ MK                      135 17 11.1
 BH1181:UTM  16      -  PONTCHARTRAIN AZ MK                      137 27 26.8
 BH1181:UTM  15      -  PONTCHARTRAIN AZ MK                      134 26 54.7
 BH1181
 BH1181|---------------------------------------------------------------------|
 BH1181| PID    Reference Object                     Distance      Geod. Az  |
 BH1181|                                                           dddmmss.s |
 BH1181| BH1182 PONTCHARTRAIN AZ MK                                1355852.6 |
 BH1181| BH1179 PONTCHARTRAIN RM 5                   57.248 METERS 20709     |
 BH1181| BH1180 PONTCHARTRAIN RM 6                   75.712 METERS 27855     |
 BH1181| BH1177 PONTCHARTRAIN                        27.707 METERS 31228     |
 BH1181|---------------------------------------------------------------------|
 BH1181
 BH1181                          SUPERSEDED SURVEY CONTROL
 BH1181
 BH1181  NAD 83(1986)-  30 04 31.68096(N)    089 56 37.21856(W) AD(       ) 1
 BH1181  NAD 27      -  30 04 30.96285(N)    089 56 36.97526(W) AD(       ) 1
 BH1181  NGVD 29 (??/??/??)    2.10   (m)            6.9    (f) RESET       3  
 BH1181
 BH1181.Superseded values are not recommended for survey control.
 BH1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1181.See file dsdata.txt to determine how the superseded data were derived.
 BH1181
 BH1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1624230802(NAD 83)
 BH1181_MARKER: DR = REFERENCE MARK DISK
 BH1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1181_STAMPING: PONTCHARTRAIN RM 7
 BH1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1181+STABILITY: SURFACE MOTION
 BH1181
 BH1181  HISTORY     - Date     Condition        Report By
 BH1181  HISTORY     - 1972     MONUMENTED       NGS
 BH1181  HISTORY     - 1972     GOOD             NGS
 BH1181  HISTORY     - 1975     SEE DESCRIPTION  NGS
 BH1181
 BH1181                          STATION DESCRIPTION
 BH1181
 BH1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH1181'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF DOWNTOWN
 BH1181'NEW ORLEANS, 7-3/4 MILES EAST OF GENTILLY AND ON THE TOP OF A
 BH1181'DRAINAGE DITCH LEVEE IN THE RESORT AREA KNOWN AS LITTLE WOODS.
 BH1181'
 BH1181'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10
 BH1181'AND STATE HIGHWAY 47 IN THE NORTHEAST PART OF NEW ORLEANS, GO
 BH1181'NORTH ON STATE HIGHWAY 47 FOR 0.8 MILE TO THE AZIMUTH MARK ON
 BH1181'THE RIGHT, ON THE TOP OF A DRAINAGE DITCH LEVEE.  CONTINUE AHEAD
 BH1181'NORTH ON STATE HIGHWAY 47 (PARIS ROAD) FOR 0.4 MILE TO THE
 BH1181'STATION ON THE RIGHT.
 BH1181'
 BH1181'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED
 BH1181'PONTCHARTRAIN NO 7 1931 1972 SET IN THE TOP OF A 12-INCH
 BH1181'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 BH1181'SURFACE.  IT IS 85 FEET SOUTHEAST OF A POWERLINE POLE NUMBER 264
 BH1181'AND 56 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD (PARIS
 BH1181'ROAD).
 BH1181'
 BH1181'REFERENCE MARK 5, A STANDARD DISK STAMPED PONTCHARTRAIN NO 5 1931
 BH1181'1966, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BH1181'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BH1181'60 FEET WEST OF A POWERLINE POLE, 22 FEET WEST OF THE CENTER OF
 BH1181'A SHELL DRIVEWAY AND 1 FOOT SOUTHEAST OF THE NORTHEAST CORNER OF
 BH1181'A BUILDING.
 BH1181'
 BH1181'REFERENCE MARK 6, A STANDARD DISK STAMPED PONTCHARTRAIN NO 6 1931
 BH1181'1966, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 FEET SQUARE
 BH1181'AND 3 FEET HIGH CONCRETE BASE FOR A RAILROAD (SIGNAL POLE) LIGHT
 BH1181'POLE.  IT IS 33 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 BH1181'THE TOP OF A LEVEE AND 9 FEET SOUTH-SOUTHEAST OF THE SOUTH RAIL
 BH1181'OF RAILROAD TRACKS.
 BH1181'
 BH1181'THE AZIMUTH MARK, A STANDARD DISK STAMPED PONTCHARTRAIN 1931
 BH1181'1966, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BH1181'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BH1181'152 FEET EAST OF THE CENTER OF STATE HIGHWAY 47 (PARIS ROAD), 47
 BH1181'FEET SOUTHEAST OF A METAL POWERLINE POLE NUMBER 52111 AND 2 FEET
 BH1181'NORTH OF A METAL WITNESS POST WITH SIGN.
 BH1181'
 BH1181'PONTCHARTRAIN 1931 1972, A STANDARD DISK STAMPED PONTCHARTRAIN
 BH1181'1931 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BH1181'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 115
 BH1181'SOUTHEAST OF THE SOUTH RAIL OF RAILROAD TRACKS, 91 FEET
 BH1181'NORTHEAST OF THE CENTER OF STATE HIGHWAY 47 (PARIS ROAD) AND 15
 BH1181'FEET NORTH OF A POWERLINE POLE NUMBER 264.  THE UNDERGROUND DISK
 BH1181'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BH1181'BELOW THE GROUND SURFACE.
 BH1181'
 BH1181'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 BH1181
 BH1181                          STATION RECOVERY (1972)
 BH1181
 BH1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH1181'IN LITTLE WOODS.
 BH1181'AT LITTLE WOODS, 206 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 91
 BH1181'FEET NORTHWEST OF THE STATION MARK, 87 FEET EAST-NORTHEAST OF A STREET
 BH1181'LIGHT POST, 59 FEET NORTH OF THE CENTER OF HAYNE BOULEVARD, 4 FEET
 BH1181'NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST.
 BH1181
 BH1181                          STATION RECOVERY (1975)
 BH1181
 BH1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RM)
 BH1181'SURFACE DISK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0750 ***********************************************************************
 AV0750  DESIGNATION -  PONTOON
 AV0750  PID         -  AV0750
 AV0750  STATE/COUNTY-  LA/CAMERON
 AV0750  USGS QUAD   -  HOG BAYOU (1979)
 AV0750
 AV0750                         *CURRENT SURVEY CONTROL
 AV0750  ___________________________________________________________________
 AV0750* NAD 83(1992)-  29 41 19.39004(N)    092 54 37.35400(W)     ADJUSTED  
 AV0750* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0750  **This station is located in a subsidence area (see below).
 AV0750  ___________________________________________________________________
 AV0750  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AV0750  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AV0750
 AV0750  HORZ ORDER  -  SECOND
 AV0750
 AV0750.The horizontal coordinates were established by classical geodetic methods
 AV0750.and adjusted by the National Geodetic Survey in January 1993..
 AV0750
 AV0750 ** The orthometric height has not been validated since last determined
 AV0750 ** by differential leveling and should not be used for control purposes.
 AV0750 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0750 ** area with valid NAVD 88 orthometric heights.
 AV0750 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0750 ** epoch indicated which incorporates improved geoid heights for the
 AV0750 ** Southern Louisiana Subsidence area.
 AV0750 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0750.The orthometric height was scaled from a topographic map.
 AV0750
 AV0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0750
 AV0750.The geoid height was determined by GEOID03.
 AV0750
 AV0750;                    North         East     Units Scale Factor Converg.
 AV0750;SPC LA S     -   132,813.667   847,378.273   MT  0.99994049   -0 47 18.7
 AV0750;SPC LA S     -   435,739.51  2,780,106.88   sFT  0.99994049   -0 47 18.7
 AV0750;UTM  15      - 3,284,297.120   508,670.868   MT  0.99960093   +0 02 39.8
 AV0750
 AV0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0750!SPC LA S     -   1.00000410  x   0.99994049  =   0.99994459
 AV0750!UTM  15      -   1.00000410  x   0.99960093  =   0.99960503
 AV0750
 AV0750:                Primary Azimuth Mark                     Grid Az
 AV0750:SPC LA S     -  PONTOON 2 AZ MK                          065 51 46.5
 AV0750:UTM  15      -  PONTOON 2 AZ MK                          065 01 48.0
 AV0750
 AV0750|---------------------------------------------------------------------|
 AV0750| PID    Reference Object                     Distance      Geod. Az  |
 AV0750|                                                           dddmmss.s |
 AV0750| AV0752 PONTOON 2 AZ MK                     427.507 METERS 0650427.8 |
 AV0750| AV0753 PONTOON 2                            60.344 METERS 06504     |
 AV0750| AV0296 DOLAND                              APPROX.17.2 KM 0810936.4 |
 AV0750| CV9292 PONTOON RM 1                         40.773 METERS 08626     |
 AV0750| CV9293 PONTOON RM 2                         42.535 METERS 33024     |
 AV0750|---------------------------------------------------------------------|
 AV0750
 AV0750                          SUPERSEDED SURVEY CONTROL
 AV0750
 AV0750  NAD 83(1986)-  29 41 19.40770(N)    092 54 37.33168(W) AD(       ) 2
 AV0750  NAD 27      -  29 41 18.60800(N)    092 54 36.80900(W) AD(       ) 2
 AV0750
 AV0750.Superseded values are not recommended for survey control.
 AV0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0750.See file dsdata.txt to determine how the superseded data were derived.
 AV0750
 AV0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0867184297(NAD 83)
 AV0750_MARKER: DS = TRIANGULATION STATION DISK
 AV0750_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV0750_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0750
 AV0750  HISTORY     - Date     Condition        Report By
 AV0750  HISTORY     - 1955     MONUMENTED       CGS
 AV0750  HISTORY     - 1965     GOOD             CGS
 AV0750  HISTORY     - 20020618 MARK NOT FOUND   CHANCE
 AV0750
 AV0750                          STATION DESCRIPTION
 AV0750
 AV0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0750'THE STATION IS ABOUT 6-1/2 MILES (AIRLINE) SOUTHEAST OF THE
 AV0750'GRAND CHENIER POST OFFICE, AT THE MOUTH OF THE PRONG BAYOU
 AV0750'WHERE IT EMPTIES INTO THE GULF OF MEXICO.  THE STATION IS
 AV0750'ABOUT 500 FEET NORTH OF THE COAST LINE, 247 FEET NORTHWEST
 AV0750'OF A FENCE CORNER, AND IS ON THE EASTERN BEACH OF THE PRONG
 AV0750'BAYOU, ABOUT 80 FEET EAST OF THE HIGH-WATER-LINE.
 AV0750'
 AV0750'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 AV0750'OF GRAND CHENIER, GO EAST ON STATE HIGHWAY 292 FOR 4.0 MILES
 AV0750'TO THE GRAND CHENIER HUNTING CLUB HOUSE ON LEFT AND BOAT
 AV0750'HOUSE ON RIGHT AND THE END OF TRUCK TRAVEL.  (FOR BOAT
 AV0750'TRANSPORTATION, SEE MR. SEVAN MILLER WHO LIVES JUST NORTH OF THE CLUB
 AV0750'HOUSE.) CONTINUE BY BOAT, SOUTH, ON THE BAYOU FOR ABOUT 6
 AV0750'MILES TO THE COAST LINE AND STATION.
 AV0750'
 AV0750'ALL MARKS EXCEPT THE AZIMUTH MARK ARE STANDARD DISKS BRAZED
 AV0750'IN THE TOP OF 3-INCH IRON PIPES WHICH ARE SET IN TILES FILLED
 AV0750'WITH CONCRETE.
 AV0750'
 AV0750'STATION MARK IS STAMPED PONTOON 1955.  THE TILE FILLED WITH
 AV0750'CONCRETE IS 10 INCHES IN DIAMETER AND PROJECTS 15 INCHES
 AV0750'ABOVE GROUND.  NO UNDERGROUND STATION MARK WAS ESTABLISHED.
 AV0750'
 AV0750'REFERENCE MARK 1 IS STAMPED PONTOON NO 1 1955.  THE TILE
 AV0750'FILLED WITH CONCRETE IS 10 INCHES IN DIAMETER AND PROJECTS
 AV0750'15 INCHES ABOVE GROUND.  IT IS 193 FEET NORTH OF A FENCE LINE.
 AV0750'
 AV0750'REFERENCE MARK 2 IS STAMPED PONTOON NO 2 1955.  THE TILE
 AV0750'FILLED WITH CONCRETE IS 10 INCHES IN DIAMETER AND PROJECTS
 AV0750'12 INCHES ABOVE GROUND.  IT IS ON THE EAST BANK OF THE BAYOU,
 AV0750'AND ABOUT 20 FEET EAST OF THE HIGH-WATER-LINE.
 AV0750'
 AV0750'THE AZIMUTH MARK IS A 4-INCH IRON PIPE FILLED WITH CONCRETE
 AV0750'AND HAS AN IRON PIN SET IN THE CONCRETE.  IT IS ABOUT 0.2
 AV0750'MILE NORTHEAST OF THE STATION.  THERE IS A 4-LEGGED WOODEN
 AV0750'STRUCTURE ABOUT 20 FEET IN HEIGHT ERECTED OVER THE MARK.
 AV0750'THE MARK PROJECTS 16 INCHES ABOVE THE GROUND.  NOTE--A 126
 AV0750'FT. STEEL TOWER WAS USED.
 AV0750'
 AV0750'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 AV0750
 AV0750                          STATION RECOVERY (1965)
 AV0750
 AV0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AV0750'THE STATION WAS VISITED 4-28-65 AND THE STATION MARK, AZIMUTH
 AV0750'MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 AV0750'CONDITION.  THE STATION MARK IS NOW 20 FEET FROM THE WATER
 AV0750'AND SOON WILL BE DESTROYED BY EROSION.  REFERENCE MARK NO. 1
 AV0750'AND 2 ARE UNDER ABOUT A 2.5 FOOT SHELL BANK.  REFERENCE
 AV0750'MARK NO. 2 WILL PROBABLY NOT BE FOUND ONCE THE STATION IS
 AV0750'DESTROYED.
 AV0750'
 AV0750'A NEW STATION PONTOON 2 1965, WAS ESTABLISHED 60.344 METERS
 AV0750'FROM THE STATION AND ON LINE WITH THE AZIMUTH MARK.  REFERENCE
 AV0750'MARK 4 WAS ALSO SET ON LINE WITH THE OLD STATION AND THE AZIMUTH,
 AV0750'AND CAN BE USED AS THE STATION SHOULD THE NEED ARRISE.  A
 AV0750'MEASUREMENT WAS MADE WITH AN ELECTRO TAPE BETWEEN THE AZIMUTH
 AV0750'MARK AND PONTOON 2 1965 AND PONTOON 1955, ESTABLISHING IT AS
 AV0750'A STATION.  AN ANGLE WAS OBSERVED AT THE AZIMUTH MARK FROM
 AV0750'PONTOON 2 1955 TO THE UNITED GAS CO. RADIO MAST AT GRAND
 AV0750'CHENIER.  THE STATION WILL SOON BE DESTROYED BY EROSION.
 AV0750'
 AV0750'SEE DESCRIPTION FOR PONTOON 2 1965.
 AV0750
 AV0750                          STATION RECOVERY (2002)
 AV0750
 AV0750'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 AV0750'MARK NOT FOUND AND IS BELIEVED TO BE DESTROYED DUE TO COASTAL EROSION.
 AV0750'STATION IS THOUGHT TO BE APPROXIMATELY 1000 FEET SUBMERGED OFFSHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0753 ***********************************************************************
 AV0753  DESIGNATION -  PONTOON 2
 AV0753  PID         -  AV0753
 AV0753  STATE/COUNTY-  LA/CAMERON
 AV0753  USGS QUAD   -  HOG BAYOU (1979)
 AV0753
 AV0753                         *CURRENT SURVEY CONTROL
 AV0753  ___________________________________________________________________
 AV0753* NAD 83(1992)-  29 41 20.21602(N)    092 54 35.31855(W)     ADJUSTED  
 AV0753* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0753  **This station is located in a subsidence area (see below).
 AV0753  ___________________________________________________________________
 AV0753  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AV0753  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AV0753
 AV0753  HORZ ORDER  -  THIRD
 AV0753
 AV0753.The horizontal coordinates were established by classical geodetic methods
 AV0753.and adjusted by the National Geodetic Survey in January 1993..
 AV0753.No horizontal observational check was made to the station.
 AV0753
 AV0753 ** The orthometric height has not been validated since last determined
 AV0753 ** by differential leveling and should not be used for control purposes.
 AV0753 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0753 ** area with valid NAVD 88 orthometric heights.
 AV0753 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0753 ** epoch indicated which incorporates improved geoid heights for the
 AV0753 ** Southern Louisiana Subsidence area.
 AV0753 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0753.The orthometric height was scaled from a topographic map.
 AV0753
 AV0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0753
 AV0753.The geoid height was determined by GEOID03.
 AV0753
 AV0753;                    North         East     Units Scale Factor Converg.
 AV0753;SPC LA S     -   132,838.342   847,433.338   MT  0.99994047   -0 47 17.7
 AV0753;SPC LA S     -   435,820.46  2,780,287.54   sFT  0.99994047   -0 47 17.7
 AV0753;UTM  15      - 3,284,322.585   508,725.549   MT  0.99960094   +0 02 40.8
 AV0753
 AV0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0753!SPC LA S     -   1.00000410  x   0.99994047  =   0.99994457
 AV0753!UTM  15      -   1.00000410  x   0.99960094  =   0.99960504
 AV0753
 AV0753|---------------------------------------------------------------------|
 AV0753| PID    Reference Object                     Distance      Geod. Az  |
 AV0753|                                                           dddmmss.s |
 AV0753| AV0752 PONTOON 2 AZ MK                     367.162 METERS 06504     |
 AV0753| CV9297 PONTOON 2 RM 4                       23.927 METERS 06505     |
 AV0753| CV9292 PONTOON RM 1                         26.517 METERS 21127     |
 AV0753| AV0750 PONTOON                              60.344 METERS 24504     |
 AV0753| CV9296 PONTOON 2 RM 3                       31.404 METERS 32917     |
 AV0753|---------------------------------------------------------------------|
 AV0753
 AV0753                          SUPERSEDED SURVEY CONTROL
 AV0753
 AV0753  NAD 83(1986)-  29 41 20.23360(N)    092 54 35.29641(W) AD(       ) 3
 AV0753  NAD 27      -  29 41 19.43400(N)    092 54 34.77400(W) AD(       ) 3
 AV0753
 AV0753.Superseded values are not recommended for survey control.
 AV0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0753.See file dsdata.txt to determine how the superseded data were derived.
 AV0753
 AV0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0872684323(NAD 83)
 AV0753_MARKER: DS = TRIANGULATION STATION DISK
 AV0753_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV0753_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0753_MAGNETIC: I = MARKER IS A STEEL ROD
 AV0753
 AV0753  HISTORY     - Date     Condition        Report By
 AV0753  HISTORY     - 1965     MONUMENTED       CGS
 AV0753  HISTORY     - 1974     GOOD             USGS
 AV0753  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0753  HISTORY     - 20020618 MARK NOT FOUND   CHANCE
 AV0753
 AV0753                          STATION DESCRIPTION
 AV0753
 AV0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AV0753'THE STATION IS LOCATED ABOUT 6.5 MILES FROM THE GRAND CHENIER
 AV0753'POST OFFICE AT THE NORTH SHORE OF THE GULF OF MEXICO, AT
 AV0753'A POINT WHERE PRONG BAYOU EMPTIES INTO GULF AT THE NORTH EDGE
 AV0753'OF A SHELL BEECH, 181 FEET N OF HIGH WATER LINE, 366 FEET
 AV0753'E OF EAST EDGE OF PRONG BAYOU, 466 FEET SE OF A WOOD POST
 AV0753'AND SIGN OF THE LOUISIANA WILDLIFE AND FISHERIES NO HUNTING
 AV0753'WHICH IS 15 FEET E OF PRONG BAYOU, 1.5 FEET E OF A METAL
 AV0753'WITNESS POST.  IT IS A STANDARD DISK STAMPED PONTOON 2 1965,
 AV0753'CLAMPED ON END OF A 14 FOOT COPPER WELD ROD DRIVEN IN THE
 AV0753'MARSH SURROUNDED BY 9 4-INCH TERRA COTTA PIPE FILLED WITH
 AV0753'CONCRETE.  PROJECTS 8 INCHES.
 AV0753'
 AV0753'REFERENCE MARK NO. 1 IS 87.00 FEET SSE OF STATION, 97 FEET
 AV0753'N OF HIGH WATER LINE OF GULF, 384 FEET E OF EAST BANK OF
 AV0753'PRONG BAYOU.  IT IS A STANDARD DISK STAMPED PONTOON NO. 1
 AV0753'1955, SET IN TOP OF A CONCETE FILLED TERRA COTTA PIPE, FILLED
 AV0753'WITH CONCRETE 2 FEET BELOW TOP OF SHELL BEACH.
 AV0753'
 AV0753'REFERENCE MARK NO. 3 IS 103.03 FEET NW OF STATION, 365 FEET
 AV0753'E OF EAST BANK OF PRONG BAYOU, 208 FEET N OF HIGH WATER MARK
 AV0753'OF GULF.  IT IS A STANDARD DISK STAMPED PONTOON 2 NO. 3 1965,
 AV0753'CLAMPED ON TOP OF A 14 FOOT COPPER WELD ROD DRIVEN IN MARSH
 AV0753'SURROUNDED BY A 4-INCH TERRA COTTA PIPE FILLED WITH CONCRETE.
 AV0753'PROJECTS 4 INCHES.
 AV0753'
 AV0753'REFERENCE MARK NO. 4 IS 78.50 FEET NE OF STATION ON LINE
 AV0753'AND BETWEEN THE AZIMUTH MARK AND THE STATION, 254 FEET N OF
 AV0753'HIGH WATER MARK, 383 FEET E OF EAST EDGE OF PRONG BAYOU.
 AV0753'IT IS A STANDARD DISK STAMPED PONTOON 2 NO. 4 1965, CLAMPED
 AV0753'ON END OF A 14 FOOT COPPER WELD ROD DRIVEN IN MARSH SURROUNDED
 AV0753'BY A 4 INCH TERRA COTTA PIPE FILLED WITH CONCRETE.  PROJECTS
 AV0753'6 INCHES.
 AV0753'
 AV0753'REFERENCE MARK NO. 3 TO REFERENCE MARK NO. 4 = 135.60 FEET.
 AV0753'
 AV0753'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 4 = 159.30 FEET.
 AV0753'
 AV0753'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 3 = 163.80 FEET.
 AV0753'
 AV0753'THE AZIMUTH MARK IS 187.0 METERS NE OF STATION IN MARSH ABOUT
 AV0753'0.3 MILE EAST OF PRONG BAYOU, 33 PACES N OF A LOUISIANA WILDLIFE
 AV0753'AND FISHERIES NO HUNTING SIGN, 5 FEET S OF A METAL WITNESS
 AV0753'POST AND SIGN.  IT IS A 4-INCH IRON PIPE FILLED WITH CONCRETE
 AV0753'WITH AN IRON PIN IN ITS CENTER.  PIPE PROJECTS 18 INCHES.
 AV0753'
 AV0753'TO REACH FROM BRIDGE OVER MERMENTAU RIVER WEST OF GRAND CHENIER
 AV0753'ON STATE HIGHWAY 82, PUT BOAT IN AT BOAT LANDING ON EAST SIDE
 AV0753'OF RIVER AND GO SOUTH TO LOWER MUD LAKE-CONTINUE ALONG NORTH
 AV0753'SHORE OF MUD LAKE TO HOG BAYOU-CONTINUE ALONG HOG BAYOU FOR
 AV0753'ABOUT 6 MILES TO BEACH PRONG BAYOU.  GO SOUTH ON PRONG BAYOU
 AV0753'FOR 0.75 MILE TO THE GULF AND STATION ON THE RIGHT.
 AV0753
 AV0753                          STATION RECOVERY (1974)
 AV0753
 AV0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 AV0753'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  REF. MK. 4
 AV0753'WAS FOUND ABOUT 75 FT. OUT IN THE GULF FROM HIGH WATER LINE.
 AV0753'IT WAS VISIBLE AT LOW TIDE, AND IS FIRM AND APPEARS UNDISTURBED.
 AV0753'THE DISTANCE WAS CHECKED TO AZ. MK.  THE STA. MK. WOULD BE
 AV0753'FURTHER OUT IN THE WATER AND WAS NOT FOUND.  ALSO, REF. MK.
 AV0753'3 WAS NOT FOUND AND MAY BE IN THE WATER.
 AV0753
 AV0753                          STATION RECOVERY (1979)
 AV0753
 AV0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0753'THE STATION MARK, REFERENCE MARKS 1, 3, AND 4 WERE SEARCHED FOR
 AV0753'AND WERE NOT RECOVERED.  THEY ARE PRESUMED LOST BY EROSION OF
 AV0753'THE SHORELINE.
 AV0753
 AV0753                          STATION RECOVERY (2002)
 AV0753
 AV0753'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 AV0753'MARK NOT FOUND AND IS BELIEVED TO BE DESTROYED DUE TO COASTAL EROSION.
 AV0753'STATION IS THOUGHT TO BE APPROXIMATELY 800 FEET SUBMERGED OFFSHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0752 ***********************************************************************
 AV0752  DESIGNATION -  PONTOON 2 AZ MK
 AV0752  PID         -  AV0752
 AV0752  STATE/COUNTY-  LA/CAMERON
 AV0752  USGS QUAD   -  HOG BAYOU (1979)
 AV0752
 AV0752                         *CURRENT SURVEY CONTROL
 AV0752  ___________________________________________________________________
 AV0752* NAD 83(1992)-  29 41 25.24119(N)    092 54 22.93357(W)     ADJUSTED  
 AV0752* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0752  **This station is located in a subsidence area (see below).
 AV0752  ___________________________________________________________________
 AV0752  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AV0752  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AV0752
 AV0752  HORZ ORDER  -  THIRD
 AV0752
 AV0752.The horizontal coordinates were established by classical geodetic methods
 AV0752.and adjusted by the National Geodetic Survey in January 1993..
 AV0752.No horizontal observational check was made to the station.
 AV0752
 AV0752 ** The orthometric height has not been validated since last determined
 AV0752 ** by differential leveling and should not be used for control purposes.
 AV0752 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0752 ** area with valid NAVD 88 orthometric heights.
 AV0752 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0752 ** epoch indicated which incorporates improved geoid heights for the
 AV0752 ** Southern Louisiana Subsidence area.
 AV0752 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0752.The orthometric height was scaled from a topographic map.
 AV0752
 AV0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0752
 AV0752.The geoid height was determined by GEOID03.
 AV0752
 AV0752;                    North         East     Units Scale Factor Converg.
 AV0752;SPC LA S     -   132,988.473   847,768.380   MT  0.99994034   -0 47 11.5
 AV0752;SPC LA S     -   436,313.02  2,781,386.76   sFT  0.99994034   -0 47 11.5
 AV0752;UTM  15      - 3,284,477.517   509,058.260   MT  0.99960101   +0 02 47.0
 AV0752
 AV0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0752!SPC LA S     -   1.00000378  x   0.99994034  =   0.99994412
 AV0752!UTM  15      -   1.00000378  x   0.99960101  =   0.99960479
 AV0752
 AV0752                          SUPERSEDED SURVEY CONTROL
 AV0752
 AV0752  NAD 83(1986)-  29 41 25.25874(N)    092 54 22.91129(W) AD(       ) 3
 AV0752  NAD 27      -  29 41 24.45900(N)    092 54 22.38900(W) AD(       ) 3
 AV0752
 AV0752.Superseded values are not recommended for survey control.
 AV0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0752.See file dsdata.txt to determine how the superseded data were derived.
 AV0752
 AV0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0905884478(NAD 83)
 AV0752_MARKER: DS = TRIANGULATION STATION DISK
 AV0752_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV0752_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0752_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AV0752
 AV0752  HISTORY     - Date     Condition        Report By
 AV0752  HISTORY     - 1965     MONUMENTED       CGS
 AV0752  HISTORY     - 1979     SEE DESCRIPTION  NGS
 AV0752  HISTORY     - 20020618 POOR             CHANCE
 AV0752
 AV0752                          STATION DESCRIPTION
 AV0752
 AV0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0752'SEE STATION PONTOON 2
 AV0752
 AV0752                          STATION RECOVERY (1979)
 AV0752
 AV0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0752'PONTOON 2 1965 REFERENCE MARK 1 AND REFERENCE MARK 2 WERE NOT
 AV0752'RECOVERED AT THIS TIME AND ARE ASSUMED LOST DUE TO EROSION
 AV0752'IN THE AREA.  PONTOON 2 AZ MK 1965 WAS OCCUPIED AS THE STATION AND
 AV0752'REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AT THIS DATE.  A NEW AND
 AV0752'COMPLETE DESCRIPTION FOLLOWS.
 AV0752'
 AV0752'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF THE GRAND
 AV0752'CHENIER POST OFFICE, AT THE MOUTH OF THE PRONG BAYOU, WHERE IT
 AV0752'EMPTIES INTO THE GULF OF MEXICO AND ABOUT 500 FEET NORTH OF THE
 AV0752'HIGH WATER LINE.
 AV0752'
 AV0752'THE DISTANCE TO REFERENCE MARK 5 IS 213.19 FEET, TO REFERENCE
 AV0752'MARK 6 IS 26.870 METERS OR 88.15 FEET, AND BETWEEN REFERENCE MARKS
 AV0752'5 AND 6 IS 257.60 FEET.  THE ANGLE BETWEEN THE REFERENCE MARKS IS
 AV0752'110 DEGREES, 28 MINUTES, AND 29.42 SECONDS.
 AV0752'
 AV0752'THE STATION WAS REACHED BY HELICOPTER FROM THE LAKE CHARLES
 AV0752'AIRPORT.
 AV0752'
 AV0752'THE STATION IS A IRON PIN IN THE CENTER OF AN IRON PIPE FILLED
 AV0752'WITH CONCRETE AND PROJECTING 12 INCHES ABOVE THE GROUND.
 AV0752'IT IS LOCATED
 AV0752'97 FEET NORTHEAST FROM A TERRA COTTA PIPE PROJECTING 5.0 FEET
 AV0752'AND
 AV0752'5.4 FEET SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 AV0752'
 AV0752'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 AV0752'STAMPED---PONTOON 2 AZ MK 1965 NO 5 1979---,
 AV0752'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 15 FEET INTO
 AV0752'THE GROUND, ENCASED IN A 5-INCH PVC PIPE AND PROJECTS 18 INCHES.
 AV0752'IT IS LOCATED
 AV0752'302 FEET NORTH-NORTHEAST FROM THE TERRA COTTA PIPE
 AV0752'PROJECTING 5.0 FEET AND
 AV0752'210 FEET NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 AV0752'MARK IS LEVEL WITH STATION.
 AV0752'
 AV0752'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK
 AV0752'STAMPED---PONTOON 2 AZ MK 1965 NO 6 1979---,
 AV0752'CRIMPED TO THE TOP OF STAINLESS STEEL ROD DRIVEN 15 FEET INTO THE
 AV0752'GROUND, ENCASED IN A 5-INCH PVC PIPE AND PROJECTS 18 INCHES.
 AV0752'IT IS LOCATED
 AV0752'90 FEET WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED AND
 AV0752'65 FEET NORTH-NORTHWEST FROM THE TERRA COTTA PIPE PROJECTING 5
 AV0752'FEET.
 AV0752'MARK IS LEVEL WITH STATION.
 AV0752'
 AV0752'THE STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL SURVEY
 AV0752'SYSTEM.
 AV0752'A TRIPOD SET UP WAS USED AT THIS STATION.
 AV0752
 AV0752                          STATION RECOVERY (2002)
 AV0752
 AV0752'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 AV0752'RECOVERED AS DESCRIBED... STATION MARK IS LOCATED APPROXIMATELY 25
 AV0752'FEET FROM SHORELINE AND IS VISIBLE AT LOW TIDE.  CAP HAS CORRODED AND
 AV0752'IS NO LONGER LEGIBLE.  COASTAL EROSION AT THIS LOCATION IS CALCULATED
 AV0752'TO BE AT 70 FEET PER YEAR BASED ON DATA FROM 1998 TO PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2802 ***********************************************************************
 AU2802  DESIGNATION -  POOL
 AU2802  PID         -  AU2802
 AU2802  STATE/COUNTY-  LA/ORLEANS
 AU2802  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2802
 AU2802                         *CURRENT SURVEY CONTROL
 AU2802  ___________________________________________________________________
 AU2802* NAD 83(1992)-  29 55 33.02874(N)    090 07 49.21542(W)     ADJUSTED  
 AU2802* NAVD 88     -         2.5  **(meters)       8.   **(feet)  VERTCON   
 AU2802  **This station is located in a subsidence area (see below).
 AU2802  ___________________________________________________________________
 AU2802  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2802  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AU2802
 AU2802  HORZ ORDER  -  SECOND
 AU2802
 AU2802.The horizontal coordinates were established by classical geodetic methods
 AU2802.and adjusted by the National Geodetic Survey in January 1993..
 AU2802
 AU2802 ** The orthometric height has not been validated since last determined
 AU2802 ** by differential leveling and should not be used for control purposes.
 AU2802 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2802 ** area with valid NAVD 88 orthometric heights.
 AU2802 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2802 ** epoch indicated which incorporates improved geoid heights for the
 AU2802 ** Southern Louisiana Subsidence area.
 AU2802 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2802
 AU2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2802
 AU2802.The geoid height was determined by GEOID03.
 AU2802
 AU2802;                    North         East     Units Scale Factor Converg.
 AU2802;SPC LA S     -   158,656.085 1,116,148.126   MT  0.99992660   +0 36 05.4
 AU2802;SPC LA S     -   520,524.17  3,661,895.98   sFT  0.99992660   +0 36 05.4
 AU2802;UTM  15      - 3,314,030.914   777,036.441   MT  1.00054703   +1 25 57.1
 AU2802
 AU2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2802!SPC LA S     -   1.00000369  x   0.99992660  =   0.99993028
 AU2802!UTM  15      -   1.00000369  x   1.00054703  =   1.00055072
 AU2802
 AU2802:                Primary Azimuth Mark                     Grid Az
 AU2802:SPC LA S     -  POOL AZ MK                               020 54 33.2
 AU2802:UTM  15      -  POOL AZ MK                               020 04 41.5
 AU2802
 AU2802|---------------------------------------------------------------------|
 AU2802| PID    Reference Object                     Distance      Geod. Az  |
 AU2802|                                                           dddmmss.s |
 AU2802| DD7962 POOL AZ MK                                         0213038.6 |
 AU2802| AU2647 NEW ORLEANS LOYOLA CH NE SPIRE      APPROX. 1.2 KM 0401409.9 |
 AU2802| DD7963 POOL RM 1                            12.520 METERS 12356     |
 AU2802| AU2801 POOL LDH 1972 A POINT                 5.760 METERS 16724     |
 AU2802| DD7964 POOL RM 2                             9.866 METERS 29158     |
 AU2802|---------------------------------------------------------------------|
 AU2802
 AU2802                          SUPERSEDED SURVEY CONTROL
 AU2802
 AU2802  NAD 83(1986)-  29 55 33.04385(N)    090 07 49.21506(W) AD(       ) 2
 AU2802  NAD 27      -  29 55 32.30668(N)    090 07 48.95021(W) AD(       ) 2
 AU2802  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AU2802
 AU2802.Superseded values are not recommended for survey control.
 AU2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2802.See file dsdata.txt to determine how the superseded data were derived.
 AU2802
 AU2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7703614031(NAD 83)
 AU2802_MARKER: DD = SURVEY DISK
 AU2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2802
 AU2802  HISTORY     - Date     Condition        Report By
 AU2802  HISTORY     - 1972     MONUMENTED       LADH
 AU2802
 AU2802                          STATION DESCRIPTION
 AU2802
 AU2802'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2802'THE STATION IS LOCATED 3 MILES SOUTHEAST OF METARIE, 2 MILES NORTH OF
 AU2802'WESTWEGO AND 2 MILES SOUTHWEST OF DOWNTOWN NEW ORLEANS, IN THE
 AU2802'NORTHWEST QUARTER OF SECTION 14, T13S, R11E AND ON THE PROPERTY
 AU2802'OWNED BY THE CITY OF NEW ORLEANS.
 AU2802'
 AU2802'TO REACH THE STATION FROM THE CLAIBORNE AVENUE AND CARROLTON AVENUE
 AU2802'INTERSECTION IN WEST NEW ORLEANS, GO SOUTHWEST ALONG CARROLTON
 AU2802'AVENUE FOR 1.1 MILES TO THE INTERSECTION AT ST. CHARLES AVENUE, TURN
 AU2802'LEFT AT ST. CHARLES AVENUE AND GO 0.8 MILE TO THE AUDUBON PARK
 AU2802'SWIMMING POOL ON THE RIGHT AND THE STATION WHICH IS SET JUST NORTH
 AU2802'OF THE POOL NEAR A GROUP OF OLD LIVE OAK TREES.
 AU2802'
 AU2802'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ALONG ST.
 AU2802'CHARLES AVENUE FOR 0.2 MILE TO A BLACK TOP STREET ON THE RIGHT
 AU2802'LEADING TO A GOLF COURSE, TURN RIGHT ON THE BLACK TOP STREET AND GO
 AU2802'0.4 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF THE STREET NEAR A
 AU2802'GROUP OF OLD LIVE OAK TREES AND A GOLF TEE.
 AU2802'
 AU2802'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2802'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2802'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU2802'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2802'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU2802'STAMPED POOL 1972.  THE MARK IS 51 FEET NORTHEAST OF THE CENTER OF
 AU2802'A BLACK TOP STREET, 25 FEET SOUTHWEST OF THE CENTER OF THE EAST BOUND
 AU2802'LANE ON ST. CHARLES AVENUE, 15 FEET NORTH NORTHEAST OF A 50 INCH
 AU2802'LIVE OAK TREE, 14 FEET EAST SOUTHEAST OF A CONCRETE DRAIN, AND 4
 AU2802'FEET SOUTHWEST OF THE CENTER OF A SIDEWALK.  (LIVE OAK TREE IS A
 AU2802'CHARTER OAK TAGGED VIRGIANA 1858).
 AU2802'
 AU2802'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2802'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2802'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2802'STAMPED POOL R.M. 1 1972.  IT IS 49 FEET NORTHEAST OF THE CENTER
 AU2802'OF A BLACK TOP STREET, 27 FEET SOUTHWEST OF THE CENTER OF THE EAST
 AU2802'BOUND LANE ON ST. CHARLES AVENUE, 18 FEET NORTH OF A 50 INCH LIVE
 AU2802'OAK TREE (TAGGED QUERCUS VIRGIANA 1847), 11 FEET NORTHWEST OF A
 AU2802'CONCRETE DRAIN, AND 7 FEET SOUTHWEST OF THE CENTER OF A SIDEWALK.
 AU2802'
 AU2802'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2802'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2802'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2802'STAMPED POOL R.M.2 1972.  IT IS 47 FEET NORTHWEST OF THE CENTER OF
 AU2802'A BLACK TOP STREET, 28 FEET SOUTHWEST OF THE CENTER OF THE EAST
 AU2802'BOUND LANE ON ST. CHARLES STREET, 14 FEET EAST OF A 50 INCH LIVE
 AU2802'OAK TREE (TAGGED QUERCUS VIRGIANA 1861), AND 9 FEET SOUTHWEST OF
 AU2802'THE CENTER OF A SIDEWALK.
 AU2802'
 AU2802'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2802'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2802'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2802'STAMPED POOL AZ. MK. 1972.  IT IS SET IN THE AUDUBON PARK GOLF
 AU2802'COURSE, 77 FEET NORTHWEST OF A 10 INCH CEDAR TREE, 55 FEET
 AU2802'NORTH-NORTHWEST OF THE 14TH TEE, 29 FEET SOUTHEAST OF THE CENTER OF
 AU2802'A BLACK TOP STREET, AND 25 FEET SOUTHWEST OF A 60 INCH CHARTER LIVE
 AU2802'OAK TREE (THE YEAR 1861).
 AU2802'
 AU2802'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2952 ***********************************************************************
 BH2952  DESIGNATION -  POOLS RESET
 BH2952  PID         -  BH2952
 BH2952  STATE/COUNTY-  LA/WASHINGTON
 BH2952  USGS QUAD   -  HENLEYFIELD (1983)
 BH2952
 BH2952                         *CURRENT SURVEY CONTROL
 BH2952  ___________________________________________________________________
 BH2952* NAD 83(1992)-  30 42 20.87828(N)    089 50 51.47813(W)     ADJUSTED  
 BH2952* NAVD 88     -        20.6    (meters)      68.     (feet)  VERTCON   
 BH2952  ___________________________________________________________________
 BH2952  X           -      14,596.165 (meters)                     COMP
 BH2952  Y           -  -5,488,692.932 (meters)                     COMP
 BH2952  Z           -   3,237,888.618 (meters)                     COMP
 BH2952  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 BH2952  ELLIP HEIGHT-          -7.00  (meters)          (01/02/04) GPS OBS
 BH2952  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BH2952
 BH2952  HORZ ORDER  -  SECOND
 BH2952  ELLP ORDER  -  FOURTH    CLASS II
 BH2952
 BH2952.The horizontal coordinates were established by classical geodetic methods
 BH2952.and adjusted by the National Geodetic Survey in January 1993..
 BH2952
 BH2952.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2952
 BH2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2952
 BH2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2952
 BH2952.The ellipsoidal height was determined by GPS observations
 BH2952.and is referenced to NAD 83.
 BH2952
 BH2952.The geoid height was determined by GEOID03.
 BH2952
 BH2952;                    North         East     Units Scale Factor Converg.
 BH2952;SPC LA S     -   245,429.030 1,142,320.663   MT  1.00000124   +0 44 34.3
 BH2952;SPC LA S     -   805,211.74  3,747,763.71   sFT  1.00000124   +0 44 34.3
 BH2952;UTM  16      - 3,400,460.506   227,262.572   MT  1.00051772   -1 27 17.9
 BH2952
 BH2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2952!SPC LA S     -   1.00000110  x   1.00000124  =   1.00000234
 BH2952!UTM  16      -   1.00000110  x   1.00051772  =   1.00051882
 BH2952
 BH2952:                Primary Azimuth Mark                     Grid Az
 BH2952:SPC LA S     -  ROLAND RESET                             080 59 31.5
 BH2952:UTM  16      -  ROLAND RESET                             083 11 23.7
 BH2952
 BH2952|---------------------------------------------------------------------|
 BH2952| PID    Reference Object                     Distance      Geod. Az  |
 BH2952|                                                           dddmmss.s |
 BH2952| BH2950 ROLAND RESET                        APPROX. 9.1 KM 0814405.8 |
 BH2952| DD8505 POOLS RM 4                           15.440 METERS 14513     |
 BH2952| DD8503 POOLS RM 1                           47.223 METERS 17951     |
 BH2952| CS7213 POOLS RESET RM 2                     43.757 METERS 26650     |
 BH2952| DD8504 POOLS RM 3                           43.763 METERS 26715     |
 BH2952| DD8502 POOLS AZ MK                                        2892626.6 |
 BH2952| BH2951 BM 4                                  4.861 METERS 35140     |
 BH2952| BH2967 BOGALUSA PAPER CO CHIMNEY           APPROX. 8.1 KM 3524126.1 |
 BH2952|---------------------------------------------------------------------|
 BH2952
 BH2952                          SUPERSEDED SURVEY CONTROL
 BH2952
 BH2952  ELLIP H (01/21/93)   -6.98   (m)                       GP(       ) 4 2
 BH2952  NAD 83(1986)-  30 42 20.89198(N)    089 50 51.47384(W) AD(       ) 2
 BH2952  NAD 27      -  30 42 20.21461(N)    089 50 51.20914(W) AD(       ) 3
 BH2952  NGVD 29 (11/20/87)   20.7    (m)           68.     (f) GPS OBS        
 BH2952
 BH2952.Superseded values are not recommended for survey control.
 BH2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2952.See file dsdata.txt to determine how the superseded data were derived.
 BH2952
 BH2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2726300461(NAD 83)
 BH2952_MARKER: DH = HORIZONTAL CONTROL DISK
 BH2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2952_STAMPING: POOLS 1935 1986
 BH2952_MARK LOGO: NGS   
 BH2952_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2952+STABILITY: SURFACE MOTION
 BH2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2952+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH2952
 BH2952  HISTORY     - Date     Condition        Report By
 BH2952  HISTORY     - 1986     MONUMENTED       NGS
 BH2952  HISTORY     - 19870317 GOOD
 BH2952  HISTORY     - 1988     GOOD             NGS
 BH2952
 BH2952                          STATION DESCRIPTION
 BH2952
 BH2952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BH2952'THE UNDERGROUND STATION MARK, REFERENCE MARKS 2 AND 4, AND BM 4 USE
 BH2952'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 APPEARS TO BE
 BH2952'TILTED SLIGHTLY TOWARD THE STATION MARK.  BM 4 USE APPEARS TO BE
 BH2952'TILTED SLIGHTLY TOWARD THE NORTH.  THIS DATE THE UNDERGROUND STATION
 BH2952'MARK WAS LOWERED AND A NEW SURFACE MARK SET.
 BH2952' 
 BH2952'THE STATION IS LOCATED 8 KM (5 MILES) SOUTH SOUTHEAST OF BOGALUSA, 4
 BH2952'KM (2.5 MILES) EAST NORTHEAST OF RIO, ON THE WEST BANK OF THE PEARL
 BH2952'RIVER JUST NORTH OF POOLS BLUFF LANDING.
 BH2952' 
 BH2952'OWNERSHIP-- UNKNOWN AT THIS DATE.
 BH2952' 
 BH2952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 10 IN
 BH2952'BOGALUSA, GO SOUTH ON HIGHWAY 21 FOR ABOUT 9.7 KM (6 MILES) TO THE
 BH2952'JUNCTION OF POOLS BLUFF ROAD, THENCE EAST (LEFT) ON POOLS BLUFF ROAD
 BH2952'FOR 0.8 KM (0.5 MILE) TO THE STATION MARK ON THE LEFT AT THE JUNCTION
 BH2952'WITH A GRAVEL DRIVE LEADING NORTH.
 BH2952' 
 BH2952'THE STATION IS A STANDARD NGS DISK STAMPED--POOLS 1935 1986--, SET
 BH2952'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 BH2952'DIAMETER RECESSED 13 CM OR 5 INCHES BELOW THE GROUND LOCATED 43.9 M
 BH2952'(144 FT) E FROM A METAL WITNESS POST WITH SIGN ATTACHED AT RM 2, 43.1
 BH2952'M (141.5 FT) ENE FROM THE CENTER OF POOLS BLUFF ROAD, 32.9 M (108 FT)
 BH2952'ENE FROM A POWER POLE WITH TRANSFORMER AND SECURITY LIGHT, 22.9 M (75
 BH2952'FT) SW FROM A 24 INCH PINE TREE, AND 13 M (42.5 FT) WNW FROM THE
 BH2952'CENTER OF A GRAVEL ROAD.
 BH2952' 
 BH2952'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--POOLS 1935
 BH2952'1986--, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 M (3 FT) BELOW THE
 BH2952'SURFACE.
 BH2952' 
 BH2952'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--POOLS NO 2 1935--,
 BH2952'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 BH2952'DIAMETER PROJECTING 13 CM OR 5 INCHES ABOVE THE GROUND LOCATED 30.9 M
 BH2952'(101.5 FT) WNW FROM THE CENTER OF A GRAVEL ROAD, 23.8 M (78 FT) WNW
 BH2952'FROM A POWER POLE WITH TRANSFORMER AND SECURITY LIGHT, 13.6 M (44.5
 BH2952'FT) ENE FROM THE CENTER OF POOLS BLUFF ROAD, AND 0.5 M (1.5 FT) ENE
 BH2952'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BH2952' 
 BH2952'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--POOLS 1935 NO 4
 BH2952'1979--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 BH2952'INCHES IN DIAMETER PROJECTING 7.6 CM OR 3 INCHES ABOVE THE GROUND
 BH2952'LOCATED 36.6 M (120 FT) ENE FROM THE CENTER OF POOLS BLUFF ROAD, 7.9 M
 BH2952'(26 FT) ESE FROM THE CENTER OF A GRAVEL ROAD, 5.2 M (17 FT) W FROM THE
 BH2952'NORTH CORNER OF A BLOCK AND WOOD BUILDING, AND 0.3 M (1 FT) ESE FROM A
 BH2952'CHAIN LINK FENCE.
 BH2952' 
 BH2952'REFERENCE MARK NO 5 IS A STANDARD USE DISK STAMPED--BM 4 USE--, SET
 BH2952'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.7 CM OR 5 INCHES IN
 BH2952'DIAMETER FLUSH WITH GROUND LOCATED 44.2 M (145 FT) E FROM A METAL
 BH2952'WITNESS POST WITH SIGN ATTACHED AT RM 2, 43 M (141 FT) ENE FROM THE
 BH2952'CENTER OF POOLS BLUFF ROAD, 21.3 M (70 FT) WSW FROM A 24 INCH PINE
 BH2952'TREE, AND 18.1 M (59.5 FT) WNW FROM THE CENTER OF A GRAVEL ROAD.
 BH2952
 BH2952                          STATION RECOVERY (1987)
 BH2952
 BH2952'RECOVERED 1987
 BH2952'RECOVERED IN GOOD CONDITION.
 BH2952
 BH2952                          STATION RECOVERY (1988)
 BH2952
 BH2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 BH2952'THE STATION WAS RECOVERED AT THIS DATE.
 BH2952'A NEW DESCRIPTION FOLLOWS.
 BH2952'
 BH2952'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 BH2952'SOUTH-SOUTHEAST OF BOGALUSA,
 BH2952'4.0 KM (2.5 MI) EAST-NORTHEAST OF RIO, ON THE WEST BANK OF THE
 BH2952'PEARL RIVER, JUST NORTH OF THE AREA KNOWN AS POOLS BLUFF FERRY
 BH2952'LANDING.
 BH2952'OWNERSHIP--MR. BILL MARTIN, BOGULSA LA 70427.
 BH2952'
 BH2952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10
 BH2952'(LOUISIANA AVENUE) AND 21, ON THE NORTHEAST SIDE OF BOGULSA, GO
 BH2952'SOUTH FOR 6.0 KM (3.7 MI) ON HIGHWAY 21 TO THE JUNCTION OF STATE
 BH2952'HIGHWAY 3124 ON THE RIGHT.
 BH2952'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.5 KM (2.15 MI) ON
 BH2952'HIGHWAY 21 TO A PAVED SIDE ROAD ON THE LEFT.
 BH2952'TURN LEFT AND GO EAST FOR 0.8 KM (0.5 MI) ON THE PAVED ROAD TO THE
 BH2952'STATION AND A GRAVEL ROAD ON THE LEFT, JUST BEFORE REACHING THE
 BH2952'POOLS BLUFF CATFISH HOUSE.
 BH2952'
 BH2952'THE STATION IS A STANDARD NGS DISK
 BH2952'STAMPED---POOLS 1935 1986---,
 BH2952'SET INTO THE TOP OF THE SOUTH END OF AN OVAL SHAPED CONCRETE
 BH2952'MONUMENT 40 CM BY 60 CM RECESSED 10 CM BELOW GROUND.  LOCATED
 BH2952'84.1 METERS (276.0 FT) WEST-NORTHWEST FROM THE WEST BANK OF THE
 BH2952'PEARL RIVER,
 BH2952'42.8 METERS (140.5 FT) NORTHEAST FROM THE CENTER OF THE PAVED ROAD,
 BH2952'32.8 METERS (107.7 FT) NORTHEAST FROM A POWER POLE WITH A
 BH2952'TRANSFORMER AND STREET LIGHT,
 BH2952'31.6 METERS (103.8 FT) SOUTH FROM THE SOUTHEAST CORNER OF A BRICK
 BH2952'BUILDING,
 BH2952'26.4 METERS (86.7 FT) WEST FROM THE NORTHEAST CORNER OF A CHAIN
 BH2952'LINK FENCE,
 BH2952'20.8 METERS (68.3 FT) NORTH FROM THE SOUTHWEST END OF A CHAIN LINK
 BH2952'FENCE,
 BH2952'7.2 METERS (23.5 FT) NORTH-NORTHWEST FROM THE CENTER OF THE GRAVEL
 BH2952'ROAD, AND
 BH2952'0.5 METERS (1.5 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 BH2952'
 BH2952'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0110 ***********************************************************************
 BJ0110  DESIGNATION -  POPLAR GROVE BOLT
 BJ0110  PID         -  BJ0110
 BJ0110  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0110  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0110
 BJ0110                         *CURRENT SURVEY CONTROL
 BJ0110  ___________________________________________________________________
 BJ0110* NAD 83(1986)-  30 29 36.     (N)    091 12 09.     (W)     SCALED    
 BJ0110* NAVD 88     -         8.160  (meters)      26.77   (feet)  ADJUSTED  
 BJ0110  ___________________________________________________________________
 BJ0110  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0110  DYNAMIC HT  -           8.150 (meters)      26.74  (feet)  COMP
 BJ0110  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ0110
 BJ0110  VERT ORDER  -  FIRST     CLASS I
 BJ0110
 BJ0110.The horizontal coordinates were scaled from a topographic map and have
 BJ0110.an estimated accuracy of +/- 6 seconds.
 BJ0110
 BJ0110.The orthometric height was determined by differential leveling
 BJ0110.and adjusted by the National Geodetic Survey in February 1994..
 BJ0110
 BJ0110.The geoid height was determined by GEOID03.
 BJ0110
 BJ0110.The dynamic height is computed by dividing the NAVD 88
 BJ0110.geopotential number by the normal gravity value computed on the
 BJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0110.degrees latitude (g = 980.6199 gals.).
 BJ0110
 BJ0110.The modeled gravity was interpolated from observed gravity values.
 BJ0110
 BJ0110;                    North         East    Units  Estimated Accuracy
 BJ0110;SPC LA S     -   220,960.    1,012,560.      MT  (+/- 180 meters Scaled)
 BJ0110
 BJ0110                          SUPERSEDED SURVEY CONTROL
 BJ0110
 BJ0110  NAVD 88 (06/15/91)    8.182  (m)           26.84   (f) UNKNOWN     1 1
 BJ0110  NGVD 29 (??/??/??)    8.145  (m)           26.72   (f) ADJUSTED    1 1
 BJ0110
 BJ0110.Superseded values are not recommended for survey control.
 BJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0110.See file dsdata.txt to determine how the superseded data were derived.
 BJ0110
 BJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP725748(NAD 83)
 BJ0110_MARKER: B = BOLT
 BJ0110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0110_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0110_STAMPING: POPLAR GROVE PBM
 BJ0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0110
 BJ0110  HISTORY     - Date     Condition        Report By
 BJ0110  HISTORY     - UNK      MONUMENTED       DOD
 BJ0110  HISTORY     - 1964     GOOD             CGS
 BJ0110  HISTORY     - 1976     GOOD             NGS
 BJ0110
 BJ0110                          STATION DESCRIPTION
 BJ0110
 BJ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0110'2.95 MI N FROM PORT ALLEN.
 BJ0110'ABOUT 2.95 MILES NORTH ALONG THE LEVEE FROM THE FERRY LANDING AT PORT
 BJ0110'ALLEN, ON PROPERTY WHICH BELONGS TO THE POPLAR GROVE PLANTATION, 174
 BJ0110'FEET WEST OF THE CENTER LINE OF THE LEVEE, 59 FEET WEST OF A WIRE-MESH
 BJ0110'FENCE 39 FEET SOUTHWEST OF A 26-INCH CEDAR TREE, 4 1/2 FEET SOUTH OF
 BJ0110'THE SOUTH EDGE OF A WOODEN STAIRWAY, 4 FEET EAST OF THE EAST EDGE OF A
 BJ0110'PORCH, A COPPER BOLT SET IN CONCRETE ABOUT 2 1/2 FEET BELOW THE LEVEL
 BJ0110'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE
 BJ0110'BEARING A CAP WHICH PROJECTS 1 FOOT.
 BJ0110
 BJ0110                          STATION RECOVERY (1976)
 BJ0110
 BJ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0110'2.05 MILES NORTH ALONG STATE HIGHWAY 986 FROM JUNCTION WITH
 BJ0110'THIRD STREET IN PORT ALLEN, AT POPLAR GROVE PLANTATION HOUSE
 BJ0110'174 FT WEST OF CENTER LINE OF WEST MISS RIVER LEVEE ROAD 350 FT
 BJ0110'OF EAST PORCH, 2 FT SOUTH OF SOUTH EDGE OF EAST WOODEN STAIRWAY,
 BJ0110'A COPPER BOLT IN CONCRETE 2.5 FT BELOW GROUND, ACCESS IS HAD THROUGH
 BJ0110'3 INCH IRON PIPE WITH CAP PROJECTING 1.0 FT.
 BJ0110'SEE MR. C. WILKINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2038 ***********************************************************************
 BJ2038  DESIGNATION -  POPLAR GROVE CAP
 BJ2038  PID         -  BJ2038
 BJ2038  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ2038  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2038
 BJ2038                         *CURRENT SURVEY CONTROL
 BJ2038  ___________________________________________________________________
 BJ2038* NAD 83(1992)-  30 29 35.79536(N)    091 12 09.26871(W)     ADJUSTED  
 BJ2038* NAVD 88     -         9.38   (+/-2cm)      30.8    (feet)  VERTCON   
 BJ2038  ___________________________________________________________________
 BJ2038  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ2038  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ2038
 BJ2038  HORZ ORDER  -  SECOND
 BJ2038  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2038
 BJ2038.The horizontal coordinates were established by classical geodetic methods
 BJ2038.and adjusted by the National Geodetic Survey in January 1993..
 BJ2038
 BJ2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2038.The vertical order pertains to the NGVD 29 superseded value.
 BJ2038
 BJ2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2038
 BJ2038.The geoid height was determined by GEOID03.
 BJ2038
 BJ2038;                    North         East     Units Scale Factor Converg.
 BJ2038;SPC LA S     -   220,953.145 1,012,553.085   MT  0.99996255   +0 03 55.4
 BJ2038;SPC LA S     -   724,910.44  3,322,017.91   sFT  0.99996255   +0 03 55.4
 BJ2038;UTM  15      - 3,374,819.781   672,507.575   MT  0.99996713   +0 54 44.3
 BJ2038
 BJ2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2038!SPC LA S     -   1.00000280  x   0.99996255  =   0.99996535
 BJ2038!UTM  15      -   1.00000280  x   0.99996713  =   0.99996993
 BJ2038
 BJ2038                          SUPERSEDED SURVEY CONTROL
 BJ2038
 BJ2038  NAD 83(1986)-  30 29 35.81376(N)    091 12 09.26633(W) AD(       ) 2
 BJ2038  NAD 27      -  30 29 35.13270(N)    091 12 08.87400(W) AD(       ) 2
 BJ2038  NGVD 29 (??/??/??)    9.367  (m)           30.73   (f) ADJUSTED    1 2
 BJ2038
 BJ2038.Superseded values are not recommended for survey control.
 BJ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2038.See file dsdata.txt to determine how the superseded data were derived.
 BJ2038
 BJ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7250874820(NAD 83)
 BJ2038_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2038_STAMPING: POPLAR GROVE PBM
 BJ2038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2038
 BJ2038  HISTORY     - Date     Condition        Report By
 BJ2038  HISTORY     - 1929     MONUMENTED       MRC
 BJ2038  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ2038  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 BJ2038  HISTORY     - 1959     GOOD             CGS
 BJ2038  HISTORY     - 1964     GOOD             CGS
 BJ2038
 BJ2038                          STATION DESCRIPTION
 BJ2038
 BJ2038'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 BJ2038'ABOUT 3 MILES ABOVE BATON ROUGE, ON POPLAR GROVE PLANTATION,
 BJ2038'70 METERS (230 FEET) BACK OF LEVEE, IN FRONT YARD OF PLANTATION
 BJ2038'RESIDENCE, ON DOWNSTREAM SIDE OF FRONT STEPS TO GALLERY,
 BJ2038'0.4 METER (1.3 FEET) FROM STEPS, AND 1.4 METERS (4.6 FEET)
 BJ2038'OUT FROM FACE LINE OF BRICK PILLARS UNDER GALLERY.
 BJ2038'
 BJ2038'MARKED BY STANDARD MARK OF MISSISSIPPI RIVER COMMISSION,
 BJ2038'BRASS CAP ON STEEL PIPE ABOVE, AND COPPER BOLT IN TILE BELOW.
 BJ2038'
 BJ2038'WITNESS TREES--12-INCH CEDAR, DISTANT 12 METERS (39 FEET)
 BJ2038'N 60 DEG E. 12-INCH CEDAR DISTANT 11 METERS (36 FEET)
 BJ2038'N 90 DEG E.
 BJ2038
 BJ2038                          STATION RECOVERY (1955)
 BJ2038
 BJ2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 BJ2038'STATION WAS NOT FOUND AFTER A FIFTEEN-MINUTE SEARCH.  IN
 BJ2038'1932 THE LEVEE WAS MOVED BACK (W), AND IT IS PRESUMED THE
 BJ2038'AREA WAS GRADED AND LANDSCAPED, AND THE MARK EITHER DESTROYED
 BJ2038'OR COVERED OVER.  IT WAS NOT DUG FOR BECAUSE THE TIE POINTS
 BJ2038'WERE NOT FOUND.
 BJ2038
 BJ2038                          STATION RECOVERY (1956)
 BJ2038
 BJ2038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ2038'RECOVERED BY JACK AMMANN ENGINEER.
 BJ2038'
 BJ2038'THIS IS RESIDENCE OF POPLAR GROVE PLANTATION.  CONSIDERABLE
 BJ2038'ALTERATIONS HAVE BEEN MADE TO HOUSE AND YARD.  VERY POSSIBLY
 BJ2038'THIS STATION WAS DESTROYED.  NO ONE AT THE HOUSE EVEN REMEMBERED
 BJ2038'THE STATION.  DESCRIPTION FITS BUT WALK HAS BEEN BUILT OVER
 BJ2038'STATION.
 BJ2038
 BJ2038                          STATION RECOVERY (1959)
 BJ2038
 BJ2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BJ2038'THE STATION WAS SEARCHED FOR 12-15-59 AND MARK FOUND IN
 BJ2038'FAIR CONDITION.  THE ORIGINAL DESCRIPTION STATES THAT THE
 BJ2038'MARK IS IN THE FRONT YARD OF THE POPLAR GROVE PLANTATION
 BJ2038'HOUSE, SINCE THE LEVEE HAS BEEN MOVED BACK THE ROAD HAS
 BJ2038'BE RELOCATED AROUND THE WEST SIDE OF THE HOUSE MAKING THE
 BJ2038'BACK OF THE HOUSE, THE FRONT.  THE ORIGINAL DESCRIPTION
 BJ2038'IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BJ2038'
 BJ2038'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF BATON ROUGE,
 BJ2038'AND 3 MILES NORTH OF PORT ALLEN, ON THE OLD POPLAR GROVE
 BJ2038'PLANTATION, NOW OWNED BY MR. P. CHAUVIN WILKINSON.  IT IS
 BJ2038'ON THE WEST SIDE OF THE MISSISSIPPI RIVER, BETWEEN THE LEVEE
 BJ2038'AND A A LARGE PLANTATION HOUSE SET ON BRICK PILLARS ABOUT 6
 BJ2038'FEET ABOVE THE GROUND.  IT IS 59 FEET WEST OF THE BASE OF
 BJ2038'THE LEVEE, 39 FEET WEST OF A CEDAR TREE, 59 FEET WEST OF A
 BJ2038'FENCE, 5 FEET SOUTH OF THE SOUTH SIDE OF THE STEPS ON THE EAST
 BJ2038'SIDE OF THE HOUSE, AND 3.8 FEET EAST OF THE EAST FACE OF A
 BJ2038'LINE OF PILLAR ON THE EAST SIDE OF THE HOUSE.  IT IS A STANDARD
 BJ2038'MISSISSIPPI RIVER COMMISSION BRASS CAP RIVITED ON THE TOP
 BJ2038'OF A 3-INCH IRON PIPE PROJECTING 18 INCHES ABOVE THE GROUND.
 BJ2038'IT IS STAMPED BM 1898 PBM POPLAR GROVE.
 BJ2038'
 BJ2038'TO REACH FROM THE WEST END OF THE MISSISSIPPI RIVER BRIDGE
 BJ2038'ON U.S. HIGHWAY 190 AT THE NORTH EDGE OF BATON ROUGE, GO
 BJ2038'SOUTH ON STATE HIGHWAY 986, ALONG THE WEST SIDEOF THE RIVER
 BJ2038'FOR 0.95 MILE TO WHERE THE ROAD MAKES A JOG AROUND A LARGE
 BJ2038'WHITE HOUSE AND THE MARK ON THE LEFT ON THE EAST SIDE OF THE
 BJ2038'HOUSE.
 BJ2038
 BJ2038                          STATION RECOVERY (1964)
 BJ2038
 BJ2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2038'2.95 MI N FROM PORT ALLEN.
 BJ2038'ABOUT 2.95 MILES NORTH ALONG THE LEVEE FROM THE FERRY LANDING AT PORT
 BJ2038'ALLEN, ON PROPERTY WHICH BELONGS TO THE POPLAR GROVE PLANTATION, 174
 BJ2038'FEET WEST OF THE CENTER LINE OF THE LEVEE, 59 FEET WEST OF A WIRE-MESH
 BJ2038'FENCE 39 FEET SOUTHWEST OF A 26-INCH CEDAR TREE, 4 1/2 FEET SOUTH OF
 BJ2038'THE SOUTH EDGE OF A WOODEN STAIRWAY, 4 FEET EAST OF THE EAST EDGE OF A
 BJ2038'PORCH, A 3-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2126 ***********************************************************************
 CQ2126  SACS        -  This is a Secondary Airport Control Station.
 CQ2126  DESIGNATION -  PORT
 CQ2126  PID         -  CQ2126
 CQ2126  STATE/COUNTY-  LA/CADDO
 CQ2126  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2126
 CQ2126                         *CURRENT SURVEY CONTROL
 CQ2126  ___________________________________________________________________
 CQ2126* NAD 83(1992)-  32 32 15.51637(N)    093 44 58.08543(W)     ADJUSTED  
 CQ2126* NAVD 88     -        52.146  (meters)     171.08   (feet)  ADJUSTED  
 CQ2126  ___________________________________________________________________
 CQ2126  X           -    -351,966.114 (meters)                     COMP
 CQ2126  Y           -  -5,370,729.046 (meters)                     COMP
 CQ2126  Z           -   3,410,857.189 (meters)                     COMP
 CQ2126  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ2126  ELLIP HEIGHT-          26.06  (meters)          (02/20/02) GPS OBS
 CQ2126  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2126  DYNAMIC HT  -          52.087 (meters)     170.89  (feet)  COMP
 CQ2126  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 CQ2126
 CQ2126  HORZ ORDER  -  FIRST
 CQ2126  VERT ORDER  -  FIRST     CLASS I
 CQ2126  ELLP ORDER  -  FOURTH    CLASS I
 CQ2126
 CQ2126.This mark is at Shreveport Downtown Airport (DTN)
 CQ2126
 CQ2126.The horizontal coordinates were established by GPS observations
 CQ2126.and adjusted by the National Geodetic Survey in March 1995..
 CQ2126
 CQ2126.The orthometric height was determined by differential leveling
 CQ2126.and adjusted by the National Geodetic Survey in June 1991..
 CQ2126
 CQ2126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2126
 CQ2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2126
 CQ2126.The ellipsoidal height was determined by GPS observations
 CQ2126.and is referenced to NAD 83.
 CQ2126
 CQ2126.The geoid height was determined by GEOID03.
 CQ2126
 CQ2126.The dynamic height is computed by dividing the NAVD 88
 CQ2126.geopotential number by the normal gravity value computed on the
 CQ2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2126.degrees latitude (g = 980.6199 gals.).
 CQ2126
 CQ2126.The modeled gravity was interpolated from observed gravity values.
 CQ2126
 CQ2126;                    North         East     Units Scale Factor Converg.
 CQ2126;SPC LA N     -   226,605.376   882,633.722   MT  0.99997313   -0 39 38.1
 CQ2126;SPC LA N     -   743,454.47  2,895,774.14   sFT  0.99997313   -0 39 38.1
 CQ2126;UTM  15      - 3,600,279.521   429,624.072   MT  0.99966107   -0 24 11.2
 CQ2126
 CQ2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2126!SPC LA N     -   0.99999591  x   0.99997313  =   0.99996904
 CQ2126!UTM  15      -   0.99999591  x   0.99966107  =   0.99965698
 CQ2126
 CQ2126:                Primary Azimuth Mark                     Grid Az
 CQ2126:SPC LA N     -  ARP 2 DTN                                059 32 13.1
 CQ2126:UTM  15      -  ARP 2 DTN                                059 16 46.2
 CQ2126
 CQ2126|---------------------------------------------------------------------|
 CQ2126| PID    Reference Object                     Distance      Geod. Az  |
 CQ2126|                                                           dddmmss.s |
 CQ2126| CQ3507 ARP 2 DTN                           471.091 METERS 0585235.0 |
 CQ2126| CQ3274 PORT RM 1                            22.839 METERS 10019     |
 CQ2126| CQ2124 PORT AZ MK                                         1771136.5 |
 CQ2126| CQ2125 PORT RM 2                            23.765 METERS 18032     |
 CQ2126|---------------------------------------------------------------------|
 CQ2126
 CQ2126                          SUPERSEDED SURVEY CONTROL
 CQ2126
 CQ2126  ELLIP H (03/31/95)   26.17   (m)                       GP(       ) 4 1
 CQ2126  NAD 83(1992)-  32 32 15.51722(N)    093 44 58.08166(W) AD(       ) 2
 CQ2126  NAD 83(1986)-  32 32 15.52873(N)    093 44 58.07250(W) AD(       ) 2
 CQ2126  NAD 27      -  32 32 14.98379(N)    093 44 57.42736(W) AD(       ) 2
 CQ2126  NAVD 88 (07/10/01)   52.15   (m)          171.1    (f) LEVELING    3  
 CQ2126  NGVD 29 (??/??/??)   52.203  (m)          171.27   (f) ADJUSTED    1 1
 CQ2126
 CQ2126.Superseded values are not recommended for survey control.
 CQ2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2126.See file dsdata.txt to determine how the superseded data were derived.
 CQ2126
 CQ2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2962400280(NAD 83)
 CQ2126_MARKER: DS = TRIANGULATION STATION DISK
 CQ2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2126_SP_SET: CONCRETE POST
 CQ2126_STAMPING: PORT 1969
 CQ2126_MARK LOGO: CGS   
 CQ2126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2126+STABILITY: SURFACE MOTION
 CQ2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2126+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001
 CQ2126
 CQ2126  HISTORY     - Date     Condition        Report By
 CQ2126  HISTORY     - 1969     MONUMENTED       CGS
 CQ2126  HISTORY     - 1976     GOOD             NGS
 CQ2126  HISTORY     - 1977     GOOD             NGS
 CQ2126  HISTORY     - 1979     GOOD             NGS
 CQ2126  HISTORY     - 1989     GOOD             USPSQD
 CQ2126  HISTORY     - 19920611 GOOD             BCED
 CQ2126  HISTORY     - 20000205 GOOD             USPSQD
 CQ2126  HISTORY     - 20010314 GOOD             NGS
 CQ2126
 CQ2126                          STATION DESCRIPTION
 CQ2126
 CQ2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ2126'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE CENTER
 CQ2126'OF DOWNTOWN SHREVEPORT AT THE DOWNTOWN SHREVEPORT AIRPORT.
 CQ2126'
 CQ2126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71, 79
 CQ2126'AND 80 DOWNTOWN SHREVEPORT, GO NORTH ON U.S. HIGHWAY 71 FOR 0.5
 CQ2126'MILE TO AIRPORT DRIVE, JUST AFTER CROSSING A CONCRETE
 CQ2126'BRIDGE.  TURN RIGHT AND GO NORTHEAST ON AIRPORT DRIVE FOR 1.05
 CQ2126'MILE TO A METAL GATE AND AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CQ2126'AHEAD NORTHERLY FOR 0.3 MILE TO THE ENTRANCE TO THE AIRPORT
 CQ2126'AND STATION ON THE RIGHT.
 CQ2126'
 CQ2126'THE STATION MARK IS A STANDARD DISK, STAMPED PORT 1969, SET
 CQ2126'IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH WITH
 CQ2126'THE SURFACE OF THE GROUND.  IT IS 60 FEET EAST OF THE CENTER OF
 CQ2126'THE PAVED ROAD (AIRPORT DRIVE), 33.6 FEET SOUTHEAST OF A
 CQ2126'CHAIN-LINK FENCE CORNER, 8.5 FEET EAST OF A CHAIN-LINK FENCE
 CQ2126'AND 8.2 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH A
 CQ2126'SIGN ATTACHED.
 CQ2126'
 CQ2126'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PORT NO 1 1969,
 CQ2126'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH
 CQ2126'WITH THE SURFACE OF THE GROUND.  IT IS 131.5 FEET EAST OF THE
 CQ2126'CENTER OF PAVED ROAD, 82.0 FEET EAST OF A CHAIN-LINK FENCE
 CQ2126'AND 82.0 FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH A
 CQ2126'SIGN ATTACHED.
 CQ2126'
 CQ2126'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PORT NO 2 1969,
 CQ2126'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH
 CQ2126'WITH THE SURFACE OF THE GROUND.  IT IS 75.0 FEET SOUTH OF THE
 CQ2126'METAL WITNESS POST, 51.8 FEET EAST OF THE CENTER OF THE PAVED
 CQ2126'ROAD AND 1 FOOT EAST OF A CHAIN-LINK FENCE.
 CQ2126'
 CQ2126'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PORT 1969, SET
 CQ2126'IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT PROJECTS 3
 CQ2126'INCHES.  IT IS 63.0 FEET EAST OF THE CENTER OF THE PAVED
 CQ2126'ROAD, 17 FEET NORTH OF THE CENTER OF A METAL GATE, 1.7 FEET
 CQ2126'SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1
 CQ2126'FOOT EAST OF A CHAIN-LINK FENCE.
 CQ2126
 CQ2126                          STATION RECOVERY (1976)
 CQ2126
 CQ2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 CQ2126'THE STATION AND RM 2 WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CQ2126'RM 1 AND THE AZIMUTH MARK WERE NOT SEARCHED FOR.  THE CHAIN LINK
 CQ2126'FENCE MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN MOVED
 CQ2126'SLIGHTLY.  THE STATION MARK IS NOW 10.2 FT. EAST OF THE FENCE
 CQ2126'AND 35.4 FT. SOUTHEAST OF THE FENCE CORNER.
 CQ2126'
 CQ2126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 CQ2126'OF CENTER OF SHREVEPORT.
 CQ2126
 CQ2126                          STATION RECOVERY (1977)
 CQ2126
 CQ2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2126'0.2 MI SOUTH FROM SHREVEPORT.
 CQ2126'0.2 MILE SOUTH ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT TERMINAL
 CQ2126'BUILDING, 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHREVEPORT
 CQ2126'AVIATION COMPANY BUILDING, 61 FEET EAST OF THE CENTER LINE OF THE
 CQ2126'DRIVE, 48 FEET NORTH OF RM 2, 36 FEET SOUTH OF THE FENCE, AND 10
 CQ2126'FEET EAST OF A FENCE.
 CQ2126
 CQ2126                          STATION RECOVERY (1979)
 CQ2126
 CQ2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTD)
 CQ2126'RECOVERED AS DESCRIBED.
 CQ2126'
 CQ2126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2126'AT SHREVEPORT DOWNTOWN AIRPORT.
 CQ2126
 CQ2126                          STATION RECOVERY (1989)
 CQ2126
 CQ2126'RECOVERY NOTE BY US POWER SQUADRON 1989 (HBH)
 CQ2126'RECOVERED IN GOOD CONDITION.
 CQ2126
 CQ2126                          STATION RECOVERY (1992)
 CQ2126
 CQ2126'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2126'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
 CQ2126
 CQ2126                          STATION RECOVERY (2000)
 CQ2126
 CQ2126'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2126'RECOVERED IN GOOD CONDITION.
 CQ2126
 CQ2126                          STATION RECOVERY (2001)
 CQ2126
 CQ2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLA)
 CQ2126'RECOVERED AS DESCRIBED
 CQ2126' 
 CQ2126'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1641 ***********************************************************************
 BK1641  DESIGNATION -  PORT
 BK1641  PID         -  BK1641
 BK1641  STATE/COUNTY-  LA/CALCASIEU
 BK1641  USGS QUAD   -  LAKE CHARLES (1994)
 BK1641
 BK1641                         *CURRENT SURVEY CONTROL
 BK1641  ___________________________________________________________________
 BK1641* NAD 83(1992)-  30 08 17.31889(N)    093 12 53.43719(W)     ADJUSTED  
 BK1641* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 BK1641  **This station is located in a subsidence area (see below).
 BK1641  ___________________________________________________________________
 BK1641  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK1641  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1641  DYNAMIC HT  -           4.9   (meters)      16.    (feet)  COMP
 BK1641  MODELED GRAV-     979,313.2   (mgal)                       NAVD 88
 BK1641
 BK1641  HORZ ORDER  -  SECOND
 BK1641  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1641
 BK1641.This mark is at Lake Charles Regional Airport (LCH)
 BK1641
 BK1641.The horizontal coordinates were established by classical geodetic methods
 BK1641.and adjusted by the National Geodetic Survey in January 1993..
 BK1641
 BK1641 ** The orthometric height has not been validated since last determined
 BK1641 ** by differential leveling and should not be used for control purposes.
 BK1641 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1641 ** area with valid NAVD 88 orthometric heights.
 BK1641 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1641 ** epoch indicated which incorporates improved geoid heights for the
 BK1641 ** Southern Louisiana Subsidence area.
 BK1641 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1641.The orthometric height was scaled from a topographic map.
 BK1641.The vertical order pertains to the NGVD 29 superseded value.
 BK1641
 BK1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1641
 BK1641.The geoid height was determined by GEOID03.
 BK1641
 BK1641.The dynamic height is computed by dividing the NAVD 88
 BK1641.geopotential number by the normal gravity value computed on the
 BK1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1641.degrees latitude (g = 980.6199 gals.).
 BK1641
 BK1641.The modeled gravity was interpolated from observed gravity values.
 BK1641
 BK1641;                    North         East     Units Scale Factor Converg.
 BK1641;SPC LA S     -   183,067.272   818,733.122   MT  0.99992860   -0 56 26.8
 BK1641;SPC LA S     -   600,613.21  2,686,126.92   sFT  0.99992860   -0 56 26.8
 BK1641;UTM  15      - 3,334,112.482   479,307.561   MT  0.99960528   -0 06 28.3
 BK1641
 BK1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1641!SPC LA S     -   1.00000351  x   0.99992860  =   0.99993211
 BK1641!UTM  15      -   1.00000351  x   0.99960528  =   0.99960879
 BK1641
 BK1641|---------------------------------------------------------------------|
 BK1641| PID    Reference Object                     Distance      Geod. Az  |
 BK1641|                                                           dddmmss.s |
 BK1641| BK1642 PORT RM 1                            26.564 METERS 05354     |
 BK1641| BK1639 PORT AZ MK                                         1900741.2 |
 BK1641| BK1646 DAVIES 2                            APPROX. 1.7 KM 2762132.2 |
 BK1641| BK1640 PORT RM 2                            28.363 METERS 29005     |
 BK1641| BK3110 LAKE CHARLES TV STA KPLC MAST       APPROX.10.2 KM 3592641.5 |
 BK1641|---------------------------------------------------------------------|
 BK1641
 BK1641                          SUPERSEDED SURVEY CONTROL
 BK1641
 BK1641  NAD 83(1986)-  30 08 17.34144(N)    093 12 53.42852(W) AD(       ) 2
 BK1641  NAD 27      -  30 08 16.58797(N)    093 12 52.88459(W) AD(       ) 2
 BK1641  NGVD 29 (??/??/??)    4.854  (m)           15.93   (f) ADJUSTED    1 2
 BK1641
 BK1641.Superseded values are not recommended for survey control.
 BK1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1641.See file dsdata.txt to determine how the superseded data were derived.
 BK1641
 BK1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7930834112(NAD 83)
 BK1641_MARKER: DS = TRIANGULATION STATION DISK
 BK1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1641_STAMPING: PORT 1963
 BK1641_MARK LOGO: CGS   
 BK1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1641+STABILITY: SURFACE MOTION
 BK1641
 BK1641  HISTORY     - Date     Condition        Report By
 BK1641  HISTORY     - 1963     MONUMENTED       CGS
 BK1641  HISTORY     - 1963     GOOD             CGS
 BK1641  HISTORY     - 1965     GOOD             CGS
 BK1641  HISTORY     - 1968     GOOD             LADTD
 BK1641  HISTORY     - 1972     GOOD             NGS
 BK1641  HISTORY     - 1982     GOOD             NGS
 BK1641  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1641
 BK1641                          STATION DESCRIPTION
 BK1641
 BK1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK1641'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE LAKE
 BK1641'CHARLES MUNICIPAL AIRPORT GROUNDS, IN THE NORTHEAST CORNER OF
 BK1641'SECTION 6.
 BK1641'
 BK1641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BK1641'STATE HIGHWAY 14 IN THE EAST EDGE OF LAKE CHARLES, GO SOUTH ON
 BK1641'HIGHWAY 14 FOR 4.65 MILES TO A CROSSROAD WHERE HIGHWAY 14 CURVES
 BK1641'TO THE LEFT, KEEP STRAIGHT AHEAD SOUTH, ON A GRAVELED ROAD 1.25
 BK1641'MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON A SHELL ROAD
 BK1641'FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A
 BK1641'MACADAM ROAD FOR 0.05 MILE TO A FIELD DRIVE RIGHT, THROUGH A
 BK1641'GROVE OF OAK TREES, TURN RIGHT ON THE FIELD DRIVE FOR 0.05
 BK1641'MILE TO THE STATION AS DESCRIBED.
 BK1641'
 BK1641'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS
 BK1641'OPEN FIELD FOR 0.5 MILE TO A LINE OF POWERLINE POLES AND THE
 BK1641'AZIMUTH MARK AS DESCRIBED.
 BK1641'
 BK1641'THE STATION MARK IS A STANDARD DISK STAMPED, PORT 1963, SET IN
 BK1641'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH
 BK1641'WITH THE GROUND SURFACE.  IT IS 4.0 FEET NORTH OF A WOODEN WITNESS
 BK1641'POST AND SIGN, 81.0 FEET WEST OF A 15-INCH OAK TREE AND 0.05 MILE
 BK1641'WEST OF A MACADAM ROAD.
 BK1641'
 BK1641'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, PORT NO 1 1963,
 BK1641'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 BK1641'FLUSH WITH THE GROUND SURFACE.  IT IS 54.0 FEET NORTH OF A
 BK1641'15-INCH OAK TREE, 91.0 FEET NORTH OF A WOODEN WITNESS POST AND
 BK1641'SIGN AND 250 FEET WEST OF A MACADAM ROAD.
 BK1641'
 BK1641'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, PORT NO. 2 1963,
 BK1641'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 BK1641'FLUSH WITH THE GROUND SURFACE.  IT IS 93.0 FEET NORTHWEST OF
 BK1641'A WOODEN WITNESS POST AND SIGN, 174 FEET NORTHWEST OF A 15-INCH
 BK1641'OAK TREE AND 300 FEET WEST OF A MACADAM ROAD.
 BK1641'
 BK1641'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PORT 1963, SET IN
 BK1641'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH
 BK1641'THE GROUND SURFACE.  IT IS 2.5 FEET EAST OF A POWERLINE POLE
 BK1641'STAMPED, (GSU) CO, 2.4 FEET NORTHEAST OF A WOODEN WITNESS POST
 BK1641'AND SIGN AND 0.5 MILE SOUTH OF THE STATION.
 BK1641'
 BK1641'HEIGHT OF LIGHT ABOVE STATION MARK 26.00 METERS.
 BK1641
 BK1641                          STATION RECOVERY (1963)
 BK1641
 BK1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK1641'THE STATION REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 BK1641'IN GOOD CONDITION.  DESCRIPTION BY R.W.T. 1963 IS ADEQUATE
 BK1641'FOR RECOVERY.
 BK1641
 BK1641                          STATION RECOVERY (1965)
 BK1641
 BK1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BK1641'THE STATION WAS VISITED 4-14-65 AND ALL THE MARKS WERE FOUND IN
 BK1641'GOOD CONDITION.  AN ERROR WAS FOUND IN THE BOX SCORE OF THE 1963
 BK1641'DESCRIPTION, WHERE IT SHOWED STATION CHARLES 1941 AS BEING THE
 BK1641'INITIAL, IT SHOULD HAVE BEEN THE AZIMUTH MARK.  THE ANGLES TO
 BK1641'THE REFERENCE MARKS WERE REOBSERVED OFF OF THE AZIMUTH MARK AT
 BK1641'THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 BK1641'
 BK1641'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF LAKE CHARLES, IN
 BK1641'THE NORTHEAST QUARTER OF SEC. 6, T 10 W., R 8 W., AND IN THE
 BK1641'NORTHEAST CORNER OF THE LAKE CHARLES MUNICIPAL AIRPORT.  IT IS
 BK1641'101 FEET SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST EDGE
 BK1641'OF A NORTHEAST-SOUTHWEST RUNWAY, 400 FEET WEST OF THE CENTER OF A
 BK1641'BLACK TOP ROAD, 81 FEET WEST OF A LONE 15-INCH OAK TREE, 195
 BK1641'FEET NORTH OF THE CENTER OF A FIELD ROAD LEADING WEST TO THE
 BK1641'NORTH END OF THE RUNWAYS, 164 FEET NORTH OF AN 8-INCH OAK
 BK1641'TREE, 260 FEET NORTHEAST OF A LONE OAK TREE NEAR THE NORTH
 BK1641'END OF THE RUNWAYS AND 4 FEET NORTH OF A WOODEN POST AND
 BK1641'WITNESS SIGN.  IT IS A STANDARD DISK, STAMPED PORT 1963, FLUSH
 BK1641'WITH THE GROUND.
 BK1641'
 BK1641'REFERENCE MARK NO. 1 IS 87.14 FEET EAST-NORTHEAST OF THE STATION,
 BK1641'54 FEET NORTH OF AN 18-INCH OAK TREE, 91 FEET NORTHEAST OF A
 BK1641'WOODEN WITNESS POST, AND 324 FEET WEST OF THE CENTER OF A BLACK
 BK1641'TOPPED ROAD.  IT IS A STANDARD DISK STAMPED PORT NO. 1 1963, FLUSH
 BK1641'WITH THE GROUND.
 BK1641'
 BK1641'REFERENCE MARK NO. 2 IS 93.03 FEET NORTHWEST OF THE STATION,
 BK1641'93 FEET NORTHWEST OF A WOODEN WITNESS POST AND SIGN, 174 FEET
 BK1641'NORTHWEST OF AN 18-INCH OAK TREE, 8 FEET SOUTHEAST OF THE
 BK1641'SOUTHEAST EDGE OF THE PROJECTED PLANE OF THE SOUTHEAST EDGE OF
 BK1641'A NORTHEAST-SOUTHWEST RUNWAY, AND 483 FEET WEST OF THE CENTER OF
 BK1641'A BLACK TOPPED ROAD.  IT IS A STANDARD DISK, STAMPED PORT NO. 2
 BK1641'1963, FLUSH WITH THE GROUND.
 BK1641'
 BK1641'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 159.00
 BK1641'FEET.
 BK1641'
 BK1641'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION IN A CULTIVATED
 BK1641'FIELD, 2.5 FEET EAST OF POWER POLE THE FOURTH POLE WEST OF THE
 BK1641'BLACK TOPPED ROAD, AND 2.5 FEET NORTHEAST OF A WOODEN WITNESS
 BK1641'POST.  IT IS A STANDARD DISK, STAMPED PORT 1963, FLUSH WITH
 BK1641'THE GROUND.
 BK1641'
 BK1641'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST TO THE BLACK
 BK1641'TOPPED ROAD, TURN RIGHT, AND GO SOUTH FOR 0.45 MILE TO A
 BK1641'POWER LINE, TURN RIGHT AND FOLLOW POWER LINE TO THE FOURTH POLE
 BK1641'WEST OF THE ROAD AND THE MARK.
 BK1641'
 BK1641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BK1641'STATE HIGHWAY 14, GO SOUTH ON STATE HIGHWAY 14 FOR 4.75 MILES
 BK1641'TO A CROSSROAD, CONTINUE STRAIGHT FOR 1.25 MILE TO A CROSS ROAD,
 BK1641'TURN RIGHT AND GO 2 MILES TO A CROSS ROAD, TURN LEFT AND GO 0.1
 BK1641'MILE TO FIELD ROAD, TURN RIGHT AND GO 0.1 MILE TO STATION
 BK1641'ON THE RIGHT.
 BK1641
 BK1641                          STATION RECOVERY (1968)
 BK1641
 BK1641'RECOVERY NOTE BY LA TRANSP AND DEV 1968
 BK1641'8.1 MI S FROM LAKE CHARLES.
 BK1641'ABOUT 1.9 MILES SOUTH ALONG RYAN STREET IN LAKE CHARLES FROM THE
 BK1641'COURTHOUSE IN LAKE CHARLES, THENCE 0.9 MILES WEST ALONG WEST PRIEN
 BK1641'LAKE ROAD, THENCE 4.2 MILES SOUTH ALONG LAKE STREET TO THE JUNCTION OF
 BK1641'LAKE STREET AND GAUTHIER ROAD GOING WEST AND STATE ROUTE 3092 GOING
 BK1641'EAST, THENCE 1.1 MILES EAST ALONG STATE ROUTE 3092 TO THE JUNCTION OF
 BK1641'ROUTES 3092 AND 385, THENCE 0.05 MILES SOUTH ALONG ROUTE 385 TO THE
 BK1641'MARKER ON THE RIGHT, 400 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 BK1641'385, 195 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD LEADING WEST TO
 BK1641'THE NORTH END OF RUNWAYS AT LAKE CHARLES MUNICIPAL AIRPORT, 101 FEET
 BK1641'SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST EDGE OF A NORTHEAST
 BK1641'- SOUTHWEST RUNWAY, 350.5 FEET WEST OF A HURRICANE FENCE AND SET IN
 BK1641'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 BK1641
 BK1641                          STATION RECOVERY (1972)
 BK1641
 BK1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 BK1641'STATION AND RM 1 AND 2 WERE RECOVERED IN GOOD CONDTITION AS
 BK1641'DESCRIBED.
 BK1641'
 BK1641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.65 MILES SOUTH
 BK1641'OF LAKE CHARLES.
 BK1641
 BK1641                          STATION RECOVERY (1982)
 BK1641
 BK1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK1641'RECOVERED IN GOOD CONDITION.
 BK1641
 BK1641                          STATION RECOVERY (2002)
 BK1641
 BK1641'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BK1641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5069 ***********************************************************************
 BJ5069  DESIGNATION -  PORT
 BJ5069  PID         -  BJ5069
 BJ5069  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5069  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5069
 BJ5069                         *CURRENT SURVEY CONTROL
 BJ5069  ___________________________________________________________________
 BJ5069* NAD 83(1992)-  30 28 19.04865(N)    091 12 42.29014(W)     ADJUSTED  
 BJ5069* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 BJ5069  ___________________________________________________________________
 BJ5069  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ5069  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5069
 BJ5069  HORZ ORDER  -  SECOND
 BJ5069
 BJ5069.The horizontal coordinates were established by classical geodetic methods
 BJ5069.and adjusted by the National Geodetic Survey in January 1993..
 BJ5069
 BJ5069.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5069
 BJ5069.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5069
 BJ5069.The geoid height was determined by GEOID03.
 BJ5069
 BJ5069;                    North         East     Units Scale Factor Converg.
 BJ5069;SPC LA S     -   218,588.883 1,011,675.004   MT  0.99995943   +0 03 38.9
 BJ5069;SPC LA S     -   717,153.69  3,319,137.08   sFT  0.99995943   +0 03 38.9
 BJ5069;UTM  15      - 3,372,442.793   671,664.519   MT  0.99996355   +0 54 25.5
 BJ5069
 BJ5069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5069!SPC LA S     -   1.00000318  x   0.99995943  =   0.99996261
 BJ5069!UTM  15      -   1.00000318  x   0.99996355  =   0.99996673
 BJ5069
 BJ5069|---------------------------------------------------------------------|
 BJ5069| PID    Reference Object                     Distance      Geod. Az  |
 BJ5069|                                                           dddmmss.s |
 BJ5069| CW2240 PORT RM 2                            10.570 METERS 00126     |
 BJ5069| BJ5068 PORT LDH 1970 POINT A                18.942 METERS 05643     |
 BJ5069| CW2238 PORT AZ MK                                         1780659.7 |
 BJ5069| CW2239 PORT RM 1                            16.600 METERS 17825     |
 BJ5069| BJ5073 PORT ALLEN NORTH MUN TANK           APPROX. 1.4 KM 1942646.6 |
 BJ5069|---------------------------------------------------------------------|
 BJ5069
 BJ5069                          SUPERSEDED SURVEY CONTROL
 BJ5069
 BJ5069  NAD 83(1986)-  30 28 19.06707(N)    091 12 42.28792(W) AD(       ) 2
 BJ5069  NAD 27      -  30 28 18.38581(N)    091 12 41.89596(W) AD(       ) 2
 BJ5069  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG       
 BJ5069
 BJ5069.Superseded values are not recommended for survey control.
 BJ5069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5069.See file dsdata.txt to determine how the superseded data were derived.
 BJ5069
 BJ5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7166572443(NAD 83)
 BJ5069_MARKER: DD = SURVEY DISK
 BJ5069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5069
 BJ5069  HISTORY     - Date     Condition        Report By
 BJ5069  HISTORY     - 1970     MONUMENTED       LADH
 BJ5069
 BJ5069                          STATION DESCRIPTION
 BJ5069
 BJ5069'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ5069'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF PORT ALLEN AND 1.5
 BJ5069'MILES WEST OF BATON ROUGE IN THE SOUTHEAST QUARTER OF SECTION 63,
 BJ5069'T7S-R12E, AND ON THE PROPERTY OF THE LOUISIANA DEPARTMENT OF
 BJ5069'HIGHWAYS.
 BJ5069'
 BJ5069'TO REACH THE STATION FROM THE COURTHOUSE IN PORT ALLEN, DRIVE NORTH
 BJ5069'ALONG STATE HIGHWAY 1 FOR 0.85 MILE TO THE STATION WHICH IS SET ON
 BJ5069'THE LEFT AND WEST OF THE HIGHWAY NEAR THE RAILROAD AND A FIELD ROAD.
 BJ5069'
 BJ5069'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ5069'HIGHWAY 1 FOR 0.6 MILE TO THE MARK WHICH IS SET ON THE RIGHT AND
 BJ5069'WEST OF THE HIGHWAY IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 BJ5069'STATE HIGHWAY 1 AND 986.
 BJ5069'
 BJ5069'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5069'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5069'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5069'PORT 1970.  IT IS 71 FEET WEST OF THE CENTER OF THE SOUTH BOUND
 BJ5069'LANE OF STATE HIGHWAY 1, 63 FEET NORTH OF A POWER POLE, 50 FEET
 BJ5069'SOUTH OF A ROAD LEADING INTO A FIELD, 4.5 FEET EAST OF THE EAST
 BJ5069'RAIL OF THE TEXAS AND PACIFIC RAILROAD AND 2 FEET WEST OF A METAL
 BJ5069'WITNESS POST.
 BJ5069'
 BJ5069'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5069'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5069'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BJ5069'STAMPED PORT RM 1 1970.  IT IS 70 FEET WEST OF THE CENTER OF THE
 BJ5069'SOUTH BOUND LANE OF STATE HIGHWAY 1, 55 FEET SOUTH OF THE METAL
 BJ5069'WITNESS POST AT THE STATION, 10 FEET NORTH-NORTHWEST OF A POWER
 BJ5069'POLE AND 6 FEET EAST OF THE EAST RAIL OF THE TEXAS AND PACIFIC
 BJ5069'RAILROAD.
 BJ5069'
 BJ5069'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5069'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5069'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5069'PORT RM 2 1970.  IT IS 98 FEET NORTH OF A POWER POLE, 75 FEET
 BJ5069'SOUTH OF ANOTHER POWER POLE, 71 FEET WEST OF THE CENTER OF THE
 BJ5069'SOUTH BOUND LANE OF STATE HIGHWAY 1, 35 FEET NORTH OF THE METAL
 BJ5069'WITNESS POST AT THE STATION, 15 FEET SOUTH OF THE CENTER OF A
 BJ5069'FIELD ROAD AND 5.5 FEET EAST OF THE EAST RAIL OF THE TEXAS AND
 BJ5069'PACIFIC RAILROAD.
 BJ5069'
 BJ5069'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5069'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5069'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5069'STAMPED PORT AZ MK 1970.  IT IS 93 FEET EAST-NORTHEAST OF THE EAST
 BJ5069'RAIL OF THE TEXAS AND PACIFIC RAILROAD, 75 FEET WEST-SOUTHWEST
 BJ5069'OF THE CENTER OF THE SOUTH BOUND LANE OF STATE HIGHWAY 1, 57 FEET
 BJ5069'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 986, 39 FEET
 BJ5069'WEST-NORTHWEST OF A POWER POLE, 31 FEET NORTHWEST OF THE CENTER
 BJ5069'OF A DRAIN HEADWALL AND 2 FEET WEST OF A METAL WITNESS POST.
 BJ5069'
 BJ5069'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5073 ***********************************************************************
 BJ5073  DESIGNATION -  PORT ALLEN NORTH MUN TANK
 BJ5073  PID         -  BJ5073
 BJ5073  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5073  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5073
 BJ5073                         *CURRENT SURVEY CONTROL
 BJ5073  ___________________________________________________________________
 BJ5073* NAD 83(1992)-  30 27 34.41206(N)    091 12 55.56393(W)     ADJUSTED  
 BJ5073* NAVD 88     -                                                        
 BJ5073  ___________________________________________________________________
 BJ5073  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5073  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ5073
 BJ5073  HORZ ORDER  -  THIRD
 BJ5073
 BJ5073.The horizontal coordinates were established by classical geodetic methods
 BJ5073.and adjusted by the National Geodetic Survey in January 1993..
 BJ5073
 BJ5073
 BJ5073.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5073
 BJ5073.The geoid height was determined by GEOID03.
 BJ5073
 BJ5073;                    North         East     Units Scale Factor Converg.
 BJ5073;SPC LA S     -   217,214.008 1,011,322.367   MT  0.99995768   +0 03 32.2
 BJ5073;SPC LA S     -   712,642.96  3,317,980.13   sFT  0.99995768   +0 03 32.2
 BJ5073;UTM  15      - 3,371,062.854   671,332.222   MT  0.99996214   +0 54 17.5
 BJ5073
 BJ5073                          SUPERSEDED SURVEY CONTROL
 BJ5073
 BJ5073  NAD 83(1986)-  30 27 34.43052(N)    091 12 55.56177(W) AD(       ) 4
 BJ5073  NAD 27      -  30 27 33.74808(N)    091 12 55.16991(W) AD(       ) 3
 BJ5073
 BJ5073.Superseded values are not recommended for survey control.
 BJ5073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5073.See file dsdata.txt to determine how the superseded data were derived.
 BJ5073
 BJ5073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7133271063(NAD 83)
 BJ5073_MARKER: 53 = ELEVATED TANK
 BJ5073
 BJ5073  HISTORY     - Date     Condition        Report By
 BJ5073  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5073
 BJ5073                          STATION DESCRIPTION
 BJ5073
 BJ5073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5073'THE PORT ALLEN NORTH MUNICIPAL WATER TANK IS LOCATED IN THE NORTH
 BJ5073'PART OF TOWN ON MICHIGAN AVENUE BETWEEN 12TH STREET AND 13TH STREET.
 BJ5073'IT IS ABOUT 100 YARDS NORTH OF MICHIGAN AVENUE.  IT IS A STEEL
 BJ5073'STRUCTURE WITH SIX TUBULAR STEEL LEGS, PAINTED GREEN, WITH THE
 BJ5073'LEGEND PORT ALLEN ON THE SOUTH SIDE AND HAS AN OVERALL HEIGHT OF 160
 BJ5073'FEET.
 BJ5073'
 BJ5073'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5064 ***********************************************************************
 BJ5064  DESIGNATION -  PORT ALLEN PORT TANK
 BJ5064  PID         -  BJ5064
 BJ5064  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5064  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5064
 BJ5064                         *CURRENT SURVEY CONTROL
 BJ5064  ___________________________________________________________________
 BJ5064* NAD 83(1992)-  30 26 13.47691(N)    091 12 12.73211(W)     ADJUSTED  
 BJ5064* NAVD 88     -                                                        
 BJ5064  ___________________________________________________________________
 BJ5064  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ5064  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5064
 BJ5064  HORZ ORDER  -  THIRD
 BJ5064
 BJ5064.The horizontal coordinates were established by classical geodetic methods
 BJ5064.and adjusted by the National Geodetic Survey in January 1993..
 BJ5064
 BJ5064
 BJ5064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5064
 BJ5064.The geoid height was determined by GEOID03.
 BJ5064
 BJ5064;                    North         East     Units Scale Factor Converg.
 BJ5064;SPC LA S     -   214,723.000 1,012,467.782   MT  0.99995463   +0 03 53.6
 BJ5064;SPC LA S     -   704,470.38  3,321,738.05   sFT  0.99995463   +0 03 53.6
 BJ5064;UTM  15      - 3,368,589.002   672,514.287   MT  0.99996716   +0 54 37.1
 BJ5064
 BJ5064                          SUPERSEDED SURVEY CONTROL
 BJ5064
 BJ5064  NAD 83(1986)-  30 26 13.49529(N)    091 12 12.73004(W) AD(       ) 4
 BJ5064  NAD 27      -  30 26 12.81077(N)    091 12 12.33908(W) AD(       ) 3
 BJ5064
 BJ5064.Superseded values are not recommended for survey control.
 BJ5064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5064.See file dsdata.txt to determine how the superseded data were derived.
 BJ5064
 BJ5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7251468589(NAD 83)
 BJ5064_MARKER: 53 = ELEVATED TANK
 BJ5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5064+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 BJ5064
 BJ5064  HISTORY     - Date     Condition        Report By
 BJ5064  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5064  HISTORY     - 20050421 GOOD             USPSQD
 BJ5064
 BJ5064                          STATION DESCRIPTION
 BJ5064
 BJ5064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5064'THE PORT ALLEN GREATER BATON ROUGE PORT WATER TANK IS A 10-LEGGED
 BJ5064'STEEL STRUCTURE SUPPORTING A LARGE OVAL SHAPED TANK THAT IS SILVER
 BJ5064'IN COLOR WITH AN OVERALL HEIGHT OF 135 FEET.  IT IS LOCATED ON THE
 BJ5064'EAST SIDE OF THE PORT GROUNDS JUST NORTH OF BATON ROUGE MARINE
 BJ5064'CONTRACTING CO. AND 100 YARDS WEST OF THE RAILROAD TRACKS.
 BJ5064'
 BJ5064'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
 BJ5064
 BJ5064                          STATION RECOVERY (2005)
 BJ5064
 BJ5064'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ5064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5074 ***********************************************************************
 BJ5074  DESIGNATION -  PORT ALLEN RAD WYNK TALL MAST
 BJ5074  PID         -  BJ5074
 BJ5074  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5074  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5074
 BJ5074                         *CURRENT SURVEY CONTROL
 BJ5074  ___________________________________________________________________
 BJ5074* NAD 83(1992)-  30 27 38.97819(N)    091 13 24.25720(W)     ADJUSTED  
 BJ5074* NAVD 88     -                                                        
 BJ5074  ___________________________________________________________________
 BJ5074  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ5074  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ5074
 BJ5074  HORZ ORDER  -  THIRD
 BJ5074
 BJ5074.The horizontal coordinates were established by classical geodetic methods
 BJ5074.and adjusted by the National Geodetic Survey in January 1993..
 BJ5074
 BJ5074
 BJ5074.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5074
 BJ5074.The geoid height was determined by GEOID03.
 BJ5074
 BJ5074;                    North         East     Units Scale Factor Converg.
 BJ5074;SPC LA S     -   217,353.853 1,010,556.803   MT  0.99995786   +0 03 17.9
 BJ5074;SPC LA S     -   713,101.77  3,315,468.44   sFT  0.99995786   +0 03 17.9
 BJ5074;UTM  15      - 3,371,191.382   670,564.675   MT  0.99995891   +0 54 03.1
 BJ5074
 BJ5074                          SUPERSEDED SURVEY CONTROL
 BJ5074
 BJ5074  NAD 83(1986)-  30 27 38.99667(N)    091 13 24.25504(W) AD(       ) 4
 BJ5074  NAD 27      -  30 27 38.31512(N)    091 13 23.86184(W) AD(       ) 3
 BJ5074
 BJ5074.Superseded values are not recommended for survey control.
 BJ5074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5074.See file dsdata.txt to determine how the superseded data were derived.
 BJ5074
 BJ5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7056571191(NAD 83)
 BJ5074_MARKER: 42 = RADIO/TV MAST
 BJ5074
 BJ5074  HISTORY     - Date     Condition        Report By
 BJ5074  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5074
 BJ5074                          STATION DESCRIPTION
 BJ5074
 BJ5074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5074'RADIO STATION WYNK MAST IS LOCATED IN THE WEST EDGE OF PORT ALLEN,
 BJ5074'AT THE EXTREME WEST END AND ON THE NORTH SIDE OF LOUISIANA AVENUE.
 BJ5074'
 BJ5074'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSSECTION, PAINTED
 BJ5074'ALTERNATELY RED AND WHITE WITH A LARGE FINIAL AT THE TOP.
 BJ5074'
 BJ5074'POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5070 ***********************************************************************
 BJ5070  DESIGNATION -  PORT ALLEN SOUTH MUN TANK
 BJ5070  PID         -  BJ5070
 BJ5070  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5070  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5070
 BJ5070                         *CURRENT SURVEY CONTROL
 BJ5070  ___________________________________________________________________
 BJ5070* NAD 83(1992)-  30 26 56.33092(N)    091 12 43.22571(W)     ADJUSTED  
 BJ5070* NAVD 88     -                                                        
 BJ5070  ___________________________________________________________________
 BJ5070  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ5070  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5070
 BJ5070  HORZ ORDER  -  THIRD
 BJ5070
 BJ5070.The horizontal coordinates were established by classical geodetic methods
 BJ5070.and adjusted by the National Geodetic Survey in January 1993..
 BJ5070
 BJ5070
 BJ5070.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5070
 BJ5070.The geoid height was determined by GEOID03.
 BJ5070
 BJ5070;                    North         East     Units Scale Factor Converg.
 BJ5070;SPC LA S     -   216,041.714 1,011,652.746   MT  0.99995622   +0 03 38.4
 BJ5070;SPC LA S     -   708,796.86  3,319,064.05   sFT  0.99995622   +0 03 38.4
 BJ5070;UTM  15      - 3,369,895.557   671,679.871   MT  0.99996362   +0 54 22.8
 BJ5070
 BJ5070                          SUPERSEDED SURVEY CONTROL
 BJ5070
 BJ5070  NAD 83(1986)-  30 26 56.34935(N)    091 12 43.22359(W) AD(       ) 4
 BJ5070  NAD 27      -  30 26 55.66624(N)    091 12 42.83211(W) AD(       ) 3
 BJ5070
 BJ5070.Superseded values are not recommended for survey control.
 BJ5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5070.See file dsdata.txt to determine how the superseded data were derived.
 BJ5070
 BJ5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7168069896(NAD 83)
 BJ5070_MARKER: 53 = ELEVATED TANK
 BJ5070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5070+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BJ5070
 BJ5070  HISTORY     - Date     Condition        Report By
 BJ5070  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5070  HISTORY     - 20031220 GOOD             USPSQD
 BJ5070
 BJ5070                          STATION DESCRIPTION
 BJ5070
 BJ5070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5070'PORT ALLEN SOUTH MUNICIPAL WATER TANK IS IN THE SOUTH PART OF TOWN,
 BJ5070'200 FEET NORTHEAST OF THE INTERSECTION OF AVENUE D AND BLUBELL
 BJ5070'STREET. IT IS A SIX-LEGGED CHANNEL STEEL STRUCTURE PAINTED SILVER
 BJ5070'WITH THE LEGEND PORT ALLEN PAINTED ON THE NORTH AND SOUTH SIDES,
 BJ5070'WITH AN OVERALL HEIGHT OF 160 FEET.
 BJ5070'
 BJ5070'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
 BJ5070
 BJ5070                          STATION RECOVERY (2003)
 BJ5070
 BJ5070'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BJ5070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5065 ***********************************************************************
 BJ5065  DESIGNATION -  PORT ALLEN USE RAD MAST
 BJ5065  PID         -  BJ5065
 BJ5065  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ5065  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5065
 BJ5065                         *CURRENT SURVEY CONTROL
 BJ5065  ___________________________________________________________________
 BJ5065* NAD 83(1992)-  30 25 54.86750(N)    091 12 25.50840(W)     ADJUSTED  
 BJ5065* NAVD 88     -                                                        
 BJ5065  ___________________________________________________________________
 BJ5065  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ5065  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5065
 BJ5065  HORZ ORDER  -  THIRD
 BJ5065
 BJ5065.The horizontal coordinates were established by classical geodetic methods
 BJ5065.and adjusted by the National Geodetic Survey in January 1993..
 BJ5065
 BJ5065
 BJ5065.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5065
 BJ5065.The geoid height was determined by GEOID03.
 BJ5065
 BJ5065;                    North         East     Units Scale Factor Converg.
 BJ5065;SPC LA S     -   214,149.580 1,012,127.513   MT  0.99995394   +0 03 47.3
 BJ5065;SPC LA S     -   702,589.08  3,320,621.68   sFT  0.99995394   +0 03 47.3
 BJ5065;UTM  15      - 3,368,010.617   672,182.510   MT  0.99996575   +0 54 30.1
 BJ5065
 BJ5065                          SUPERSEDED SURVEY CONTROL
 BJ5065
 BJ5065  NAD 83(1986)-  30 25 54.88589(N)    091 12 25.50637(W) AD(       ) 4
 BJ5065  NAD 27      -  30 25 54.20082(N)    091 12 25.11556(W) AD(       ) 3
 BJ5065
 BJ5065.Superseded values are not recommended for survey control.
 BJ5065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5065.See file dsdata.txt to determine how the superseded data were derived.
 BJ5065
 BJ5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7218368011(NAD 83)
 BJ5065_MARKER: 42 = RADIO/TV MAST
 BJ5065
 BJ5065  HISTORY     - Date     Condition        Report By
 BJ5065  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5065
 BJ5065                          STATION DESCRIPTION
 BJ5065
 BJ5065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5065'PORT ALLEN U.S. CORPS OF ENGINEERS RADIO STATION WUG 42 MAST IS
 BJ5065'LOCATED IN THE NORTH EDGE OF THE GROUNDS OF PORT ALLEN LOCK OPERATED
 BJ5065'BY THE CORPS OF ENGINEERS AT THE NORTHWEST CORNER OF FIRE STATION
 BJ5065'NO.  2.  IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSS SECTION,
 BJ5065'PAINTED ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 240
 BJ5065'FEET.
 BJ5065'
 BJ5065'POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2124 ***********************************************************************
 CQ2124  DESIGNATION -  PORT AZ MK
 CQ2124  PID         -  CQ2124
 CQ2124  STATE/COUNTY-  LA/CADDO
 CQ2124  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2124
 CQ2124                         *CURRENT SURVEY CONTROL
 CQ2124  ___________________________________________________________________
 CQ2124* NAD 83(1986)-  32 32 02.     (N)    093 44 57.     (W)     SCALED    
 CQ2124* NAVD 88     -        53.799  (meters)     176.51   (feet)  ADJUSTED  
 CQ2124  ___________________________________________________________________
 CQ2124  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2124  DYNAMIC HT  -          53.739 (meters)     176.31  (feet)  COMP
 CQ2124  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CQ2124
 CQ2124  VERT ORDER  -  FIRST     CLASS I
 CQ2124
 CQ2124.This mark is at Shreveport Downtown Airport (DTN)
 CQ2124
 CQ2124.The horizontal coordinates were scaled from a topographic map and have
 CQ2124.an estimated accuracy of +/- 6 seconds.
 CQ2124
 CQ2124.The orthometric height was determined by differential leveling
 CQ2124.and adjusted by the National Geodetic Survey in June 1991..
 CQ2124
 CQ2124.The geoid height was determined by GEOID03.
 CQ2124
 CQ2124.The dynamic height is computed by dividing the NAVD 88
 CQ2124.geopotential number by the normal gravity value computed on the
 CQ2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2124.degrees latitude (g = 980.6199 gals.).
 CQ2124
 CQ2124.The modeled gravity was interpolated from observed gravity values.
 CQ2124
 CQ2124;                    North         East    Units  Estimated Accuracy
 CQ2124;SPC LA N     -   226,190.      882,660.      MT  (+/- 180 meters Scaled)
 CQ2124
 CQ2124                          SUPERSEDED SURVEY CONTROL
 CQ2124
 CQ2124  NGVD 29 (??/??/??)   53.857  (m)          176.70   (f) ADJUSTED    1 1
 CQ2124
 CQ2124.Superseded values are not recommended for survey control.
 CQ2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2124.See file dsdata.txt to determine how the superseded data were derived.
 CQ2124
 CQ2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR296998(NAD 83)
 CQ2124_MARKER: DZ = AZIMUTH MARK DISK
 CQ2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2124_SP_SET: CONCRETE POST
 CQ2124_STAMPING: PORT 1969
 CQ2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2124+STABILITY: SURFACE MOTION
 CQ2124
 CQ2124  HISTORY     - Date     Condition        Report By
 CQ2124  HISTORY     - 1969     MONUMENTED       CGS
 CQ2124  HISTORY     - 1977     GOOD             NGS
 CQ2124  HISTORY     - 19950429 GOOD             USPSQD
 CQ2124  HISTORY     - 20000205 GOOD             USPSQD
 CQ2124
 CQ2124                          STATION DESCRIPTION
 CQ2124
 CQ2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2124'0.4 MI SOUTH FROM SHREVEPORT.
 CQ2124'0.4 MILE SOUTH ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT
 CQ2124'TERMINAL BUILDING, 63 FEET EAST OF THE CENTER LINE OF THE DRIVE,
 CQ2124'16 FEET NORTHWEST OF THE CENTER LINE OF A PAVED ROAD LEADING
 CQ2124'NORTH TO THE SOUTHERN AVIATION CORPORATION BUILDING, 8 FEET
 CQ2124'SOUTHEAST OF A POWERLINE POLE WITH THREE TRANSFORMERS, AND 1
 CQ2124'FOOT WEST OF A CYCLONE FENCE.
 CQ2124
 CQ2124                          STATION RECOVERY (1995)
 CQ2124
 CQ2124'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2124'RECOVERED IN GOOD CONDITION.
 CQ2124
 CQ2124                          STATION RECOVERY (2000)
 CQ2124
 CQ2124'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5268 ***********************************************************************
 BJ5268  DESIGNATION -  PORT BARRE CATH CH SPIRE
 BJ5268  PID         -  BJ5268
 BJ5268  STATE/COUNTY-  LA/ST LANDRY
 BJ5268  USGS QUAD   -  PORT BARRE (1994)
 BJ5268
 BJ5268                         *CURRENT SURVEY CONTROL
 BJ5268  ___________________________________________________________________
 BJ5268* NAD 83(1992)-  30 33 22.87982(N)    091 57 26.74957(W)     ADJUSTED  
 BJ5268* NAVD 88     -                                                        
 BJ5268  ___________________________________________________________________
 BJ5268  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ5268  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5268
 BJ5268  HORZ ORDER  -  THIRD
 BJ5268
 BJ5268.The horizontal coordinates were established by classical geodetic methods
 BJ5268.and adjusted by the National Geodetic Survey in January 1993..
 BJ5268
 BJ5268
 BJ5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5268
 BJ5268.The geoid height was determined by GEOID03.
 BJ5268
 BJ5268;                    North         East     Units Scale Factor Converg.
 BJ5268;SPC LA S     -   228,101.834   940,123.853   MT  0.99997260   -0 18 43.4
 BJ5268;SPC LA S     -   748,364.10  3,084,389.67   sFT  0.99997260   -0 18 43.4
 BJ5268;UTM  15      - 3,380,899.191   599,990.487   MT  0.99972334   +0 31 48.3
 BJ5268
 BJ5268                          SUPERSEDED SURVEY CONTROL
 BJ5268
 BJ5268  NAD 83(1986)-  30 33 22.89960(N)    091 57 26.74420(W) AD(       ) 4
 BJ5268  NAD 27      -  30 33 22.20168(N)    091 57 26.32593(W) AD(       ) 3
 BJ5268
 BJ5268.Superseded values are not recommended for survey control.
 BJ5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5268.See file dsdata.txt to determine how the superseded data were derived.
 BJ5268
 BJ5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9999080899(NAD 83)
 BJ5268_MARKER: 90 = CHURCH SPIRE
 BJ5268
 BJ5268  HISTORY     - Date     Condition        Report By
 BJ5268  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5268
 BJ5268                          STATION DESCRIPTION
 BJ5268
 BJ5268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5268'THE STATION IS THE SPIRE ON THE FRONT OF THE CATHOLIC CHURCH AT THE
 BJ5268'S EDGE OF THE TOWN OF PORT BARRE, ABOUT 0.75 MILE N OF STATE
 BJ5268'HIGHWAY 7, AND ABOUT 65 FEET W OF THE CENTER LINE OF THE MAIN ROAD
 BJ5268'LEADING INTO PORT BARRE (STATE HIGHWAY 214).  THE CHURCH, ERECTED
 BJ5268'IN 1923, IS A WHITE WOODEN STRUCTURE ABOUT 50 FEET HIGH.  THE
 BJ5268'BASE OF THE SPIRE IS A WHITE TOWER ABOUT 15 FEET HIGH WITH A
 BJ5268'ROUND GLAZED WINDOW ON THE FRONT SIDE.  THIS WINDOW HAS A RED
 BJ5268'STAINED GLASS HEART IN ITS CENTER.  ABOVE THE TOWER IS A SQUARE
 BJ5268'BELFRY ABOUT 15 FEET HIGH WITH TWO ARCHED OPENINGS ON EACH SIDE
 BJ5268'AND A SMALL GABLE ON EACH SIDE AT THE TOP.  THE OCTAGONAL GRAY
 BJ5268'METAL-COVERED SPIRE IS ABOUT 30 FEET HIGH WITH A 3-FOOT CROSS AT
 BJ5268'ITS APEX.  THE TOTAL HEIGHT IS ABOUT 115 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4263 ***********************************************************************
 BJ4263  DESIGNATION -  PORT PONTCHARTRAIN LH 1874
 BJ4263  PID         -  BJ4263
 BJ4263  STATE/COUNTY-  LA/ORLEANS
 BJ4263  USGS QUAD   -  SPANISH FORT (1992)
 BJ4263
 BJ4263                         *CURRENT SURVEY CONTROL
 BJ4263  ___________________________________________________________________
 BJ4263* NAD 83(1992)-  30 01 55.70359(N)    090 03 43.90752(W)     ADJUSTED  
 BJ4263* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BJ4263  **This station is located in a subsidence area (see below).
 BJ4263  ___________________________________________________________________
 BJ4263  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4263  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4263
 BJ4263  HORZ ORDER  -  THIRD
 BJ4263
 BJ4263.The horizontal coordinates were established by classical geodetic methods
 BJ4263.and adjusted by the National Geodetic Survey in January 1993..
 BJ4263
 BJ4263 ** The orthometric height has not been validated since last determined
 BJ4263 ** by differential leveling and should not be used for control purposes.
 BJ4263 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4263 ** area with valid NAVD 88 orthometric heights.
 BJ4263 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4263 ** epoch indicated which incorporates improved geoid heights for the
 BJ4263 ** Southern Louisiana Subsidence area.
 BJ4263 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4263.The orthometric height was scaled from a topographic map.
 BJ4263
 BJ4263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4263
 BJ4263.The geoid height was determined by GEOID03.
 BJ4263
 BJ4263;                    North         East     Units Scale Factor Converg.
 BJ4263;SPC LA S     -   170,508.931 1,122,596.121   MT  0.99992589   +0 38 08.1
 BJ4263;SPC LA S     -   559,411.38  3,683,050.77   sFT  0.99992589   +0 38 08.1
 BJ4263;UTM  15      - 3,325,983.964   783,315.396   MT  1.00059044   +1 28 16.7
 BJ4263;UTM  16      - 3,326,298.768   204,682.783   MT  1.00067614   -1 32 01.3
 BJ4263
 BJ4263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4263!SPC LA S     -   1.00000413  x   0.99992589  =   0.99993002
 BJ4263!UTM  15      -   1.00000413  x   1.00059044  =   1.00059457
 BJ4263!UTM  16      -   1.00000413  x   1.00067614  =   1.00068027
 BJ4263
 BJ4263                          SUPERSEDED SURVEY CONTROL
 BJ4263
 BJ4263  NAD 83(1986)-  30 01 55.71855(N)    090 03 43.90685(W) AD(       ) 3
 BJ4263  NAD 27      -  30 01 54.99200(N)    090 03 43.65000(W) AD(       ) 3
 BJ4263
 BJ4263.Superseded values are not recommended for survey control.
 BJ4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4263.See file dsdata.txt to determine how the superseded data were derived.
 BJ4263
 BJ4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8331525984(NAD 83)
 BJ4263_MARKER: X = CHISELED CROSS
 BJ4263_SETTING: 0 = UNSPECIFIED SETTING
 BJ4263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4263
 BJ4263  HISTORY     - Date     Condition        Report By
 BJ4263  HISTORY     - 1874     MONUMENTED       CGS
 BJ4263  HISTORY     - 1896     GOOD             CGS
 BJ4263
 BJ4263                          STATION DESCRIPTION
 BJ4263
 BJ4263'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (CHB)
 BJ4263'THE POINT OF OBSERVATION WAS THE TOP OF AN IRON COWL ON THE
 BJ4263'TOP OF THE LAKE AND LIGHTHOUSE KNOWN AS PONTCHARTRAIN LIGHT,
 BJ4263'ON THE W SIDE AND AT ABOUT 2/3 THE DISTANCE FROM THE SHORE TO
 BJ4263'THE END OF THE WHARF AND ABOUT 1.50 METERS (4.9 FEET) (ESTIMATED)
 BJ4263'FROM THE OUTER END OF THE WHARF.  THE LIGHTHOUSE IS BUILT OF
 BJ4263'BRICK LAID ON A CONCRETE FOUNDATION AND IS ABOUT 35 FEET HIGH.
 BJ4263'THE STATION IS A CROSS CUT ON THE TOP OF THE COWL.
 BJ4263
 BJ4263                          STATION RECOVERY (1896)
 BJ4263
 BJ4263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1896 (PAW)
 BJ4263'THE STATION IS THE CENTER OF THE TOP OF THE LIGHTHOUSE NEAR
 BJ4263'THE TOWN OF MILNEBURG, A SUBURB OF NEW ORLEANS, LOUISIANA.
 BJ4263'IT IS APPROACHED BY THE PONTCHARTRAIN RAILROAD AND IS ON THE
 BJ4263'W SIDE OF THE RAILROAD WHARF ABOUT 2/3 OF THE DISTANCE FROM THE
 BJ4263'SHORE TO THE END OF THE WHARF.  THE LIGHTHOUSE IS BUILT OF
 BJ4263'BRICK ON CONCRETE FOUNDATION AND IS ABOUT 35 FEET HIGH.  THE
 BJ4263'STATION WAS OCCUPIED ECCENTRICALLY, BUT ALL OBSERVATIONS WERE
 BJ4263'REDUCED TO THE CENTER.  THIS SAME LIGHTHOUSE WAS USED AS A
 BJ4263'STATION BY ASSISTANT BOYD IN 1874.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3274 ***********************************************************************
 CQ3274  DESIGNATION -  PORT RM 1
 CQ3274  PID         -  CQ3274
 CQ3274  STATE/COUNTY-  LA/CADDO
 CQ3274  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3274
 CQ3274                         *CURRENT SURVEY CONTROL
 CQ3274  ___________________________________________________________________
 CQ3274* NAD 83(1992)-  32 32 15.38350(N)    093 44 57.22433(W)     ADJUSTED  
 CQ3274* NAVD 88     -        52.4    (meters)     172.     (feet)  VERTCON   
 CQ3274  ___________________________________________________________________
 CQ3274  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ3274  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3274
 CQ3274  HORZ ORDER  -  SECOND
 CQ3274
 CQ3274.This mark is at Shreveport Downtown Airport (DTN)
 CQ3274
 CQ3274.The horizontal coordinates were established by classical geodetic methods
 CQ3274.and adjusted by the National Geodetic Survey in September 1999..
 CQ3274
 CQ3274.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3274
 CQ3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3274
 CQ3274.The geoid height was determined by GEOID03.
 CQ3274
 CQ3274;                    North         East     Units Scale Factor Converg.
 CQ3274;SPC LA N     -   226,601.024   882,656.142   MT  0.99997312   -0 39 37.7
 CQ3274;SPC LA N     -   743,440.19  2,895,847.69   sFT  0.99997312   -0 39 37.7
 CQ3274;UTM  15      - 3,600,275.271   429,646.505   MT  0.99966103   -0 24 10.8
 CQ3274
 CQ3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3274!SPC LA N     -   0.99999586  x   0.99997312  =   0.99996898
 CQ3274!UTM  15      -   0.99999586  x   0.99966103  =   0.99965689
 CQ3274
 CQ3274:                Primary Azimuth Mark                     Grid Az
 CQ3274:SPC LA N     -  VET                                      146 31 39.4
 CQ3274:UTM  15      -  VET                                      146 16 12.5
 CQ3274
 CQ3274|---------------------------------------------------------------------|
 CQ3274| PID    Reference Object                     Distance      Geod. Az  |
 CQ3274|                                                           dddmmss.s |
 CQ3274| CQ3273 VET                                 APPROX. 4.6 KM 1455201.7 |
 CQ3274| CQ2126 PORT                                 22.839 METERS 28019     |
 CQ3274|---------------------------------------------------------------------|
 CQ3274
 CQ3274                          SUPERSEDED SURVEY CONTROL
 CQ3274
 CQ3274  NAD 83(1992)-  32 32 15.38433(N)    093 44 57.22052(W) AD(       ) 2
 CQ3274  NAD 83(1986)-  32 32 15.39584(N)    093 44 57.21137(W) AD(       ) 2
 CQ3274  NAD 27      -  32 32 14.85089(N)    093 44 56.56625(W) AD(       ) 2
 CQ3274  NGVD 29 (07/19/86)   52.5    (m)          172.     (f) VERT ANG       
 CQ3274
 CQ3274.Superseded values are not recommended for survey control.
 CQ3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3274.See file dsdata.txt to determine how the superseded data were derived.
 CQ3274
 CQ3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2964700275(NAD 83)
 CQ3274_MARKER: DS = TRIANGULATION STATION DISK
 CQ3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3274+STABILITY: SURFACE MOTION
 CQ3274
 CQ3274  HISTORY     - Date     Condition        Report By
 CQ3274  HISTORY     - 1969     MONUMENTED       CGS
 CQ3274  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3274  HISTORY     - 20000205 GOOD             USPSQD
 CQ3274
 CQ3274                          STATION DESCRIPTION
 CQ3274
 CQ3274'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3274'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE CENTER OF
 CQ3274'DOWNTOWN SHREVEPORT AT THE DOWNTOWN SHREVEPORT AIRPORT.
 CQ3274'
 CQ3274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71,
 CQ3274'79 AND 80 DOWNTOWN SHREVEPORT, GO NORTH ON U.S. HIGHWAY 71 FOR
 CQ3274'0.5 MILE TO AIRPORT DRIVE, JUST AFTER CROSSING A CONCRETE
 CQ3274'BRIDGE.  TURN RIGHT AND GO NORTHEAST ON AIRPORT DRIVE FOR 1.05
 CQ3274'MILE TO A METAL GATE ON THE RIGHT.  CONTINUE AHEAD NORTHERLY
 CQ3274'FOR 0.3 MILE TO THE ENTRANCE TO THE AIRPORT AND STATION ON
 CQ3274'THE RIGHT.
 CQ3274'
 CQ3274'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PORT NO 1 1969,
 CQ3274'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS
 CQ3274'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 131.5 FEET EAST
 CQ3274'OF THE CENTER OF PAVED ROAD, 82.0 FEET EAST OF A CHAIN-LINK
 CQ3274'FENCE AND 82.0 FEET EAST-SOUTHEAST OF A METAL WITNESS POST
 CQ3274'WITH A SIGN ATTACHED.
 CQ3274
 CQ3274                          STATION RECOVERY (1995)
 CQ3274
 CQ3274'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3274'MARK NOT FOUND.
 CQ3274
 CQ3274                          STATION RECOVERY (2000)
 CQ3274
 CQ3274'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ3274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2125 ***********************************************************************
 CQ2125  DESIGNATION -  PORT RM 2
 CQ2125  PID         -  CQ2125
 CQ2125  STATE/COUNTY-  LA/CADDO
 CQ2125  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2125
 CQ2125                         *CURRENT SURVEY CONTROL
 CQ2125  ___________________________________________________________________
 CQ2125* NAD 83(1986)-  32 32 18.     (N)    093 44 59.     (W)     SCALED    
 CQ2125* NAVD 88     -        52.110  (meters)     170.96   (feet)  ADJUSTED  
 CQ2125  ___________________________________________________________________
 CQ2125  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2125  DYNAMIC HT  -          52.052 (meters)     170.77  (feet)  COMP
 CQ2125  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 CQ2125
 CQ2125  VERT ORDER  -  FIRST     CLASS I
 CQ2125
 CQ2125.This mark is at Shreveport Downtown Airport (DTN)
 CQ2125
 CQ2125.The horizontal coordinates were scaled from a topographic map and have
 CQ2125.an estimated accuracy of +/- 6 seconds.
 CQ2125
 CQ2125.The orthometric height was determined by differential leveling
 CQ2125.and adjusted by the National Geodetic Survey in June 1991..
 CQ2125
 CQ2125.The geoid height was determined by GEOID03.
 CQ2125
 CQ2125.The dynamic height is computed by dividing the NAVD 88
 CQ2125.geopotential number by the normal gravity value computed on the
 CQ2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2125.degrees latitude (g = 980.6199 gals.).
 CQ2125
 CQ2125.The modeled gravity was interpolated from observed gravity values.
 CQ2125
 CQ2125;                    North         East    Units  Estimated Accuracy
 CQ2125;SPC LA N     -   226,680.      882,610.      MT  (+/- 180 meters Scaled)
 CQ2125
 CQ2125                          SUPERSEDED SURVEY CONTROL
 CQ2125
 CQ2125  NGVD 29 (??/??/??)   52.168  (m)          171.15   (f) ADJUSTED    1 1
 CQ2125
 CQ2125.Superseded values are not recommended for survey control.
 CQ2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2125.See file dsdata.txt to determine how the superseded data were derived.
 CQ2125
 CQ2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS296003(NAD 83)
 CQ2125_MARKER: DR = REFERENCE MARK DISK
 CQ2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2125_SP_SET: CONCRETE POST
 CQ2125_STAMPING: PORT NO 2 1969
 CQ2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2125+STABILITY: SURFACE MOTION
 CQ2125
 CQ2125  HISTORY     - Date     Condition        Report By
 CQ2125  HISTORY     - 1969     MONUMENTED       CGS
 CQ2125  HISTORY     - 1977     GOOD             NGS
 CQ2125  HISTORY     - 20000205 GOOD             USPSQD
 CQ2125
 CQ2125                          STATION DESCRIPTION
 CQ2125
 CQ2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2125'0.2 MI SOUTH FROM SHREVEPORT.
 CQ2125'0.2 MILE SOUTH ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT TERMINAL
 CQ2125'BUILDING, 154 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SHREVEPORT
 CQ2125'AVIATION COMPANY BUILDING, 53 FEET EAST OF THE CENTER LINE OF THE
 CQ2125'DRIVE, 84 FEET SOUTH OF A CYCLONE FENCE, 48 FEET SOUTH OF THE STATION,
 CQ2125'AND 2 FEET EAST OF A CYCLONE FENCE.
 CQ2125
 CQ2125                          STATION RECOVERY (2000)
 CQ2125
 CQ2125'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1149 ***********************************************************************
 AT1149  DESIGNATION -  PORT SULPHUR ELEVATED TANK
 AT1149  PID         -  AT1149
 AT1149  STATE/COUNTY-  LA/PLAQUEMINES
 AT1149  USGS QUAD   -  PORT SULPHUR (1993)
 AT1149
 AT1149                         *CURRENT SURVEY CONTROL
 AT1149  ___________________________________________________________________
 AT1149* NAD 83(1992)-  29 26 59.51627(N)    089 42 54.98016(W)     ADJUSTED  
 AT1149* NAVD 88     -                                                        
 AT1149  **This station is located in a subsidence area (see below).
 AT1149  ___________________________________________________________________
 AT1149  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AT1149  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AT1149
 AT1149  HORZ ORDER  -  THIRD
 AT1149
 AT1149.The horizontal coordinates were established by classical geodetic methods
 AT1149.and adjusted by the National Geodetic Survey in January 1993..
 AT1149
 AT1149 ** The orthometric height has not been validated since last determined
 AT1149 ** by differential leveling and should not be used for control purposes.
 AT1149 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1149 ** area with valid NAVD 88 orthometric heights.
 AT1149 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1149 ** epoch indicated which incorporates improved geoid heights for the
 AT1149 ** Southern Louisiana Subsidence area.
 AT1149 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1149
 AT1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1149
 AT1149.The geoid height was determined by GEOID03.
 AT1149
 AT1149;                    North         East     Units Scale Factor Converg.
 AT1149;SPC LA S     -   106,397.046 1,156,964.925   MT  0.99997166   +0 48 32.6
 AT1149;SPC LA S     -   349,070.98  3,795,809.09   sFT  0.99997166   +0 48 32.6
 AT1149;UTM  16      - 3,260,898.224   236,634.633   MT  1.00045594   -1 20 08.8
 AT1149
 AT1149                          SUPERSEDED SURVEY CONTROL
 AT1149
 AT1149  NAD 83(1986)-  29 26 59.52628(N)    089 42 54.98685(W) AD(       ) 4
 AT1149  NAD 27      -  29 26 58.76000(N)    089 42 54.72000(W) AD(       ) 3
 AT1149
 AT1149.Superseded values are not recommended for survey control.
 AT1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1149.See file dsdata.txt to determine how the superseded data were derived.
 AT1149
 AT1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3663560898(NAD 83)
 AT1149_MARKER: 53 = ELEVATED TANK
 AT1149
 AT1149  HISTORY     - Date     Condition        Report By
 AT1149  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1149
 AT1149                          STATION DESCRIPTION
 AT1149
 AT1149'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1151 ***********************************************************************
 AT1151  DESIGNATION -  PORT SULPHUR FREEPORT CO STACK
 AT1151  PID         -  AT1151
 AT1151  STATE/COUNTY-  LA/PLAQUEMINES
 AT1151  USGS QUAD   -  PORT SULPHUR (1993)
 AT1151
 AT1151                         *CURRENT SURVEY CONTROL
 AT1151  ___________________________________________________________________
 AT1151* NAD 83(1992)-  29 27 57.24892(N)    089 41 19.19127(W)     ADJUSTED  
 AT1151* NAVD 88     -                                                        
 AT1151  **This station is located in a subsidence area (see below).
 AT1151  ___________________________________________________________________
 AT1151  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AT1151  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AT1151
 AT1151  HORZ ORDER  -  THIRD
 AT1151
 AT1151.The horizontal coordinates were established by classical geodetic methods
 AT1151.and adjusted by the National Geodetic Survey in January 1993..
 AT1151
 AT1151 ** The orthometric height has not been validated since last determined
 AT1151 ** by differential leveling and should not be used for control purposes.
 AT1151 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1151 ** area with valid NAVD 88 orthometric heights.
 AT1151 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1151 ** epoch indicated which incorporates improved geoid heights for the
 AT1151 ** Southern Louisiana Subsidence area.
 AT1151 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1151
 AT1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1151
 AT1151.The geoid height was determined by GEOID03.
 AT1151
 AT1151;                    North         East     Units Scale Factor Converg.
 AT1151;SPC LA S     -   108,211.136 1,159,520.430   MT  0.99996903   +0 49 20.5
 AT1151;SPC LA S     -   355,022.70  3,804,193.28   sFT  0.99996903   +0 49 20.5
 AT1151;UTM  16      - 3,262,616.202   239,257.504   MT  1.00043897   -1 19 23.9
 AT1151
 AT1151                          SUPERSEDED SURVEY CONTROL
 AT1151
 AT1151  NAD 83(1986)-  29 27 57.25855(N)    089 41 19.19768(W) AD(       ) 4
 AT1151  NAD 27      -  29 27 56.47530(N)    089 41 18.97137(W) AD(       ) 3
 AT1151
 AT1151.Superseded values are not recommended for survey control.
 AT1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1151.See file dsdata.txt to determine how the superseded data were derived.
 AT1151
 AT1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3925862616(NAD 83)
 AT1151_MARKER: 63 = STACK
 AT1151
 AT1151  HISTORY     - Date     Condition        Report By
 AT1151  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1151
 AT1151                          STATION DESCRIPTION
 AT1151
 AT1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1151'STATION IS LOCATED IN PORT SULPHUR ON PROPERTY
 AT1151'OF FREEPORT
 AT1151'SULPHUR COMPANY.
 AT1151'
 AT1151'STATION IS A PURIFICATION STACK ENCASED AND SUPPORTED BY A TOWER
 AT1151'PAINTED RED AND
 AT1151'WHITE.  IT IS APPROXIMATELY 250 FEET HIGH.
 AT1151'
 AT1151'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1153 ***********************************************************************
 AT1153  DESIGNATION -  PORT SULPHUR FREEPORT CO TOWER
 AT1153  PID         -  AT1153
 AT1153  STATE/COUNTY-  LA/PLAQUEMINES
 AT1153  USGS QUAD   -  PORT SULPHUR (1993)
 AT1153
 AT1153                         *CURRENT SURVEY CONTROL
 AT1153  ___________________________________________________________________
 AT1153* NAD 83(1992)-  29 28 32.41158(N)    089 41 41.74924(W)     ADJUSTED  
 AT1153* NAVD 88     -                                                        
 AT1153  **This station is located in a subsidence area (see below).
 AT1153  ___________________________________________________________________
 AT1153  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AT1153  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AT1153
 AT1153  HORZ ORDER  -  THIRD
 AT1153
 AT1153.The horizontal coordinates were established by classical geodetic methods
 AT1153.and adjusted by the National Geodetic Survey in January 1993..
 AT1153
 AT1153 ** The orthometric height has not been validated since last determined
 AT1153 ** by differential leveling and should not be used for control purposes.
 AT1153 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1153 ** area with valid NAVD 88 orthometric heights.
 AT1153 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1153 ** epoch indicated which incorporates improved geoid heights for the
 AT1153 ** Southern Louisiana Subsidence area.
 AT1153 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1153
 AT1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1153
 AT1153.The geoid height was determined by GEOID03.
 AT1153
 AT1153;                    North         East     Units Scale Factor Converg.
 AT1153;SPC LA S     -   109,284.938 1,158,897.228   MT  0.99996746   +0 49 09.2
 AT1153;SPC LA S     -   358,545.67  3,802,148.66   sFT  0.99996746   +0 49 09.2
 AT1153;UTM  16      - 3,263,713.105   238,674.671   MT  1.00044273   -1 19 36.5
 AT1153
 AT1153                          SUPERSEDED SURVEY CONTROL
 AT1153
 AT1153  NAD 83(1986)-  29 28 32.42128(N)    089 41 41.75546(W) AD(       ) 4
 AT1153  NAD 27      -  29 28 31.63959(N)    089 41 41.52897(W) AD(       ) 3
 AT1153
 AT1153.Superseded values are not recommended for survey control.
 AT1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1153.See file dsdata.txt to determine how the superseded data were derived.
 AT1153
 AT1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3867563713(NAD 83)
 AT1153_MARKER: 45 = MICROWAVE TOWER
 AT1153
 AT1153  HISTORY     - Date     Condition        Report By
 AT1153  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1153
 AT1153                          STATION DESCRIPTION
 AT1153
 AT1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1153'STATION IS LOCATED IN PORT SULPHUR ON PROPERTY OF FREEPORT
 AT1153'SULPHUR COMPANY.
 AT1153'
 AT1153'STATION IS A MICROWAVE TOWER PAINTED RED AND WHITE, HAS 3 REFLECTORS
 AT1153'ON TOP, HAS 2-RED LIGHTS ON
 AT1153'TOP OFF CENTER, HAS ANTENNA ON TOP AND IS ABOUT 175 FEET HIGH.
 AT1153'
 AT1153'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1156 ***********************************************************************
 AT1156  DESIGNATION -  PORT SULPHUR FREEPORT CO TANK
 AT1156  PID         -  AT1156
 AT1156  STATE/COUNTY-  LA/PLAQUEMINES
 AT1156  USGS QUAD   -  PORT SULPHUR (1993)
 AT1156
 AT1156                         *CURRENT SURVEY CONTROL
 AT1156  ___________________________________________________________________
 AT1156* NAD 83(1992)-  29 28 18.24269(N)    089 41 22.71311(W)     ADJUSTED  
 AT1156* NAVD 88     -                                                        
 AT1156  **This station is located in a subsidence area (see below).
 AT1156  ___________________________________________________________________
 AT1156  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AT1156  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AT1156
 AT1156  HORZ ORDER  -  THIRD
 AT1156
 AT1156.The horizontal coordinates were established by classical geodetic methods
 AT1156.and adjusted by the National Geodetic Survey in January 1993..
 AT1156
 AT1156 ** The orthometric height has not been validated since last determined
 AT1156 ** by differential leveling and should not be used for control purposes.
 AT1156 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1156 ** area with valid NAVD 88 orthometric heights.
 AT1156 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1156 ** epoch indicated which incorporates improved geoid heights for the
 AT1156 ** Southern Louisiana Subsidence area.
 AT1156 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1156
 AT1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1156
 AT1156.The geoid height was determined by GEOID03.
 AT1156
 AT1156;                    North         East     Units Scale Factor Converg.
 AT1156;SPC LA S     -   108,856.083 1,159,416.278   MT  0.99996809   +0 49 18.7
 AT1156;SPC LA S     -   357,138.67  3,803,851.57   sFT  0.99996809   +0 49 18.7
 AT1156;UTM  16      - 3,263,264.902   239,177.536   MT  1.00043949   -1 19 26.5
 AT1156
 AT1156                          SUPERSEDED SURVEY CONTROL
 AT1156
 AT1156  NAD 83(1986)-  29 28 18.25230(N)    089 41 22.71938(W) AD(       ) 4
 AT1156  NAD 27      -  29 28 17.46984(N)    089 41 22.49387(W) AD(       ) 3
 AT1156
 AT1156.Superseded values are not recommended for survey control.
 AT1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1156.See file dsdata.txt to determine how the superseded data were derived.
 AT1156
 AT1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3917863265(NAD 83)
 AT1156_MARKER: 53 = ELEVATED TANK
 AT1156
 AT1156  HISTORY     - Date     Condition        Report By
 AT1156  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1156
 AT1156                          STATION DESCRIPTION
 AT1156
 AT1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1156'STATION IS LOCATED IN PORT SULPHUR ON PROPERTY
 AT1156'OF FREEPORT
 AT1156'SULPHUR COMPANY.
 AT1156'
 AT1156'STATION IS A LARGE 500,000 GALLON WATER TANK PAINTED GREY, IS
 AT1156'SUPPORTED BY 8
 AT1156'LEGS AND IS 160 FEET HIGH.
 AT1156'
 AT1156'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1295 ***********************************************************************
 AT1295  DESIGNATION -  PORT SULPHUR RAD KBJ 861 MAST
 AT1295  PID         -  AT1295
 AT1295  STATE/COUNTY-  LA/PLAQUEMINES
 AT1295  USGS QUAD   -  HAPPY JACK (1992)
 AT1295
 AT1295                         *CURRENT SURVEY CONTROL
 AT1295  ___________________________________________________________________
 AT1295* NAD 83(1992)-  29 30 53.04481(N)    089 43 47.80839(W)     ADJUSTED  
 AT1295* NAVD 88     -                                                        
 AT1295  **This station is located in a subsidence area (see below).
 AT1295  ___________________________________________________________________
 AT1295  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AT1295  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AT1295
 AT1295  HORZ ORDER  -  THIRD
 AT1295
 AT1295.The horizontal coordinates were established by classical geodetic methods
 AT1295.and adjusted by the National Geodetic Survey in May 1994..
 AT1295
 AT1295 ** The orthometric height has not been validated since last determined
 AT1295 ** by differential leveling and should not be used for control purposes.
 AT1295 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1295 ** area with valid NAVD 88 orthometric heights.
 AT1295 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1295 ** epoch indicated which incorporates improved geoid heights for the
 AT1295 ** Southern Louisiana Subsidence area.
 AT1295 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1295
 AT1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1295
 AT1295.The geoid height was determined by GEOID03.
 AT1295
 AT1295;                    North         East     Units Scale Factor Converg.
 AT1295;SPC LA S     -   113,566.419 1,155,440.869   MT  0.99996149   +0 48 06.2
 AT1295;SPC LA S     -   372,592.49  3,790,808.92   sFT  0.99996149   +0 48 06.2
 AT1295;UTM  16      - 3,268,123.206   235,379.504   MT  1.00046411   -1 20 44.5
 AT1295
 AT1295                          SUPERSEDED SURVEY CONTROL
 AT1295
 AT1295  NAD 83(1992)-  29 30 53.04455(N)    089 43 47.80778(W) AD(       ) 4
 AT1295  NAD 83(1986)-  29 30 53.05465(N)    089 43 47.81328(W) AD(       ) 4
 AT1295  NAD 27      -  29 30 52.27842(N)    089 43 47.58417(W) AD(       ) 3
 AT1295
 AT1295.Superseded values are not recommended for survey control.
 AT1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1295.See file dsdata.txt to determine how the superseded data were derived.
 AT1295
 AT1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3538068123(NAD 83)
 AT1295_MARKER: 42 = RADIO/TV MAST
 AT1295
 AT1295  HISTORY     - Date     Condition        Report By
 AT1295  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1295
 AT1295                          STATION DESCRIPTION
 AT1295
 AT1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1295'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST
 AT1295'OF PORT SULPHUR
 AT1295'AND ON THE WEST SIDE OF STATE HIGHWAY 23.
 AT1295'
 AT1295'STATION IS A RADIO MAST PAINTED RED AND WHITE, HAS 2 REFLECTORS
 AT1295'ON TOP, HAS A
 AT1295'FLASHING RED LIGHT ON TOP AND IS 315 FEET HIGH.
 AT1295'
 AT1295'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2405 ***********************************************************************
 AU2405  DESIGNATION -  POSSUM
 AU2405  PID         -  AU2405
 AU2405  STATE/COUNTY-  LA/ST MARY
 AU2405  USGS QUAD   -  NORTH BEND (1994)
 AU2405
 AU2405                         *CURRENT SURVEY CONTROL
 AU2405  ___________________________________________________________________
 AU2405* NAD 83(1992)-  29 37 54.08830(N)    091 24 14.30976(W)     ADJUSTED  
 AU2405* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2405  **This station is located in a subsidence area (see below).
 AU2405  ___________________________________________________________________
 AU2405  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2405  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AU2405
 AU2405  HORZ ORDER  -  THIRD
 AU2405
 AU2405.The horizontal coordinates were established by classical geodetic methods
 AU2405.and adjusted by the National Geodetic Survey in January 1993..
 AU2405
 AU2405 ** The orthometric height has not been validated since last determined
 AU2405 ** by differential leveling and should not be used for control purposes.
 AU2405 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2405 ** area with valid NAVD 88 orthometric heights.
 AU2405 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2405 ** epoch indicated which incorporates improved geoid heights for the
 AU2405 ** Southern Louisiana Subsidence area.
 AU2405 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2405.The orthometric height was scaled from a topographic map.
 AU2405
 AU2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2405
 AU2405.The geoid height was determined by GEOID03.
 AU2405
 AU2405;                    North         East     Units Scale Factor Converg.
 AU2405;SPC LA S     -   125,444.481   993,159.394   MT  0.99994637   -0 02 07.2
 AU2405;SPC LA S     -   411,562.43  3,258,390.45   sFT  0.99994637   -0 02 07.2
 AU2405;UTM  15      - 3,279,039.058   654,508.450   MT  0.99989456   +0 47 21.4
 AU2405
 AU2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2405!SPC LA S     -   1.00000385  x   0.99994637  =   0.99995022
 AU2405!UTM  15      -   1.00000385  x   0.99989456  =   0.99989841
 AU2405
 AU2405|---------------------------------------------------------------------|
 AU2405| PID    Reference Object                     Distance      Geod. Az  |
 AU2405|                                                           dddmmss.s |
 AU2405| CV9303 POSSUM RM 1                          12.425 METERS 04325     |
 AU2405| AU2398 BELLE ISLE 2                        APPROX.11.9 KM 1792645.6 |
 AU2405| CV9304 POSSUM RM 2                          10.772 METERS 22029     |
 AU2405|---------------------------------------------------------------------|
 AU2405
 AU2405                          SUPERSEDED SURVEY CONTROL
 AU2405
 AU2405  NAD 83(1986)-  29 37 54.11057(N)    091 24 14.30766(W) AD(       ) 3
 AU2405  NAD 27      -  29 37 53.35700(N)    091 24 13.90600(W) AD(       ) 3
 AU2405
 AU2405.Superseded values are not recommended for survey control.
 AU2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2405.See file dsdata.txt to determine how the superseded data were derived.
 AU2405
 AU2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5450879039(NAD 83)
 AU2405_MARKER: DS = TRIANGULATION STATION DISK
 AU2405_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2405_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2405
 AU2405  HISTORY     - Date     Condition        Report By
 AU2405  HISTORY     - 1933     MONUMENTED       CGS
 AU2405  HISTORY     - 1947     GOOD             CGS
 AU2405  HISTORY     - 1954     MARK NOT FOUND   ATRECO
 AU2405  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU2405
 AU2405                          STATION DESCRIPTION
 AU2405
 AU2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2405'STATION IS ON THE W SHORE OF WAX LAKE NEAR ITS NORTHERN END,
 AU2405'ON THE S SIDE OF A POINT KNOWN LOCALLY AS POSSUM POINT,
 AU2405'ON THE CENTER OF A HIGH SHELL BANK IN A GROUP OF TREES, AND
 AU2405'8 METERS (26 FEET) FROM THE HIGH-WATER LINE OF WAX LAKE.
 AU2405'
 AU2405'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2405'AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 AU2405'GROUND.
 AU2405'
 AU2405'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 AU2405'SET IN A SQUARE BLOCK OR POST OF CONCRETE AND IS ON THE
 AU2405'SHELL BANK 12.425 METERS (40.76 FEET) FROM THE STATION
 AU2405'N 43 DEG 25 MIN E.  THE ARROW ON THIS REFERENCE MARK
 AU2405'POINTS TO THE ECCENTRIC SET-UP USED AT THIS STATION.
 AU2405'
 AU2405'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 AU2405'SET IN A SQUARE BLOCK OR POST OF CONCRETE AND IS ON THE SHELL
 AU2405'BANK 10.772 METERS (35.34 FEET) FROM THE STATION
 AU2405'S 40 DEG 29 MIN W.
 AU2405
 AU2405                          STATION RECOVERY (1947)
 AU2405
 AU2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2405'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 AU2405'AS DESCRIBED.
 AU2405'
 AU2405'REFERENCE MARK 1 WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN
 AU2405'REMOVED AS EVIDENCE OF A HOLE IN THE SHELL BANK WAS FOUND
 AU2405'WHERE THE REFERENCE MARK SHOULD HAVE BEEN.
 AU2405
 AU2405                          STATION RECOVERY (1954)
 AU2405
 AU2405'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1954 (RAW)
 AU2405'STATION HAS BEEN WASHED OUT AND DESTROYED.
 AU2405
 AU2405                          STATION RECOVERY (1966)
 AU2405
 AU2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2405'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 AU2405'THE STATION AND ALL MARKS WERE REPORTED WASHED OUT AND DESTROYED
 AU2405'IN 1954 BY MR. R.A. WATERHOUSE, ASSISTANT CHIEF SURVEYOR,
 AU2405'ATLANTIC REFINING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0967 ***********************************************************************
 BJ0967  DESIGNATION -  POST OFFICE
 BJ0967  PID         -  BJ0967
 BJ0967  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0967  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0967
 BJ0967                         *CURRENT SURVEY CONTROL
 BJ0967  ___________________________________________________________________
 BJ0967* NAD 83(1986)-  30 26 50.     (N)    091 11 13.     (W)     SCALED    
 BJ0967* NAVD 88     -        17.62   (+/-2cm)      57.8    (feet)  VERTCON   
 BJ0967  ___________________________________________________________________
 BJ0967  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0967
 BJ0967  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0967
 BJ0967.The horizontal coordinates were scaled from a topographic map and have
 BJ0967.an estimated accuracy of +/- 6 seconds.
 BJ0967
 BJ0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0967.The vertical order pertains to the NGVD 29 superseded value.
 BJ0967
 BJ0967.The geoid height was determined by GEOID03.
 BJ0967
 BJ0967;                    North         East    Units  Estimated Accuracy
 BJ0967;SPC LA S     -   215,850.    1,014,060.      MT  (+/- 180 meters Scaled)
 BJ0967
 BJ0967                          SUPERSEDED SURVEY CONTROL
 BJ0967
 BJ0967  NGVD 29 (??/??/??)   17.626  (m)           57.83   (f) ADJUSTED    1 1
 BJ0967
 BJ0967.Superseded values are not recommended for survey control.
 BJ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0967.See file dsdata.txt to determine how the superseded data were derived.
 BJ0967
 BJ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740697(NAD 83)
 BJ0967_MARKER: B = BOLT
 BJ0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0967_SP_SET: BUILDING
 BJ0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0967+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BJ0967
 BJ0967  HISTORY     - Date     Condition        Report By
 BJ0967  HISTORY     - UNK      MONUMENTED       DOD
 BJ0967  HISTORY     - 1964     GOOD             CGS
 BJ0967  HISTORY     - 1976     GOOD             NGS
 BJ0967  HISTORY     - 20040306 GOOD             USPSQD
 BJ0967
 BJ0967                          STATION DESCRIPTION
 BJ0967
 BJ0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0967'IN BATON ROUGE.
 BJ0967'AT BATON ROUGE, NEAR THE NORTHWEST CORNER OF THE INTERSECTION OF NORTH
 BJ0967'BLVD AND 4TH STREET, AT THE OLD POST OFFICE BUILDING, 32.5 FEET WEST
 BJ0967'OF THE WEST CURB OF 4TH STREET, 32FEET NORTH OF THE NORTH CURB OF
 BJ0967'NORTH BLVD, 0.4 FOOT SOUTHEAST OF SOUTHEAST CORNER OF COLONNADE AND
 BJ0967'4.6 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE BUILDING IS NOW
 BJ0967'BEING USED AS A BANK.
 BJ0967
 BJ0967                          STATION RECOVERY (1976)
 BJ0967
 BJ0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0967'RECOVERED IN GOOD CONDITION.
 BJ0967
 BJ0967                          STATION RECOVERY (2004)
 BJ0967
 BJ0967'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BJ0967'MARKER IS NOW 0.1 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK
 BJ0967'COLONNADE, WHICH WAS MODIFIED FROM ITS ORIGINAL CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1242 ***********************************************************************
 AT1242  DESIGNATION -  POT 1934
 AT1242  PID         -  AT1242
 AT1242  STATE/COUNTY-  LA/JEFFERSON
 AT1242  USGS QUAD   -  WILKINSON BAY (1992)
 AT1242
 AT1242                         *CURRENT SURVEY CONTROL
 AT1242  ___________________________________________________________________
 AT1242* NAD 83(1992)-  29 27 24.19205(N)    089 58 47.41195(W)     ADJUSTED  
 AT1242* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1242  **This station is located in a subsidence area (see below).
 AT1242  ___________________________________________________________________
 AT1242  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AT1242  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AT1242
 AT1242  HORZ ORDER  -  THIRD
 AT1242
 AT1242.The horizontal coordinates were established by classical geodetic methods
 AT1242.and adjusted by the National Geodetic Survey in January 1993..
 AT1242
 AT1242 ** The orthometric height has not been validated since last determined
 AT1242 ** by differential leveling and should not be used for control purposes.
 AT1242 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1242 ** area with valid NAVD 88 orthometric heights.
 AT1242 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1242 ** epoch indicated which incorporates improved geoid heights for the
 AT1242 ** Southern Louisiana Subsidence area.
 AT1242 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1242.The orthometric height was scaled from a topographic map.
 AT1242
 AT1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1242
 AT1242.The geoid height was determined by GEOID03.
 AT1242
 AT1242;                    North         East     Units Scale Factor Converg.
 AT1242;SPC LA S     -   106,823.956 1,131,292.390   MT  0.99997053   +0 40 36.4
 AT1242;SPC LA S     -   350,471.60  3,711,581.78   sFT  0.99997053   +0 40 36.4
 AT1242;UTM  16      - 3,262,286.059   210,981.402   MT  1.00063084   -1 27 59.0
 AT1242;UTM  15      - 3,262,386.913   792,931.812   MT  1.00065895   +1 29 10.6
 AT1242
 AT1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1242!SPC LA S     -   1.00000385  x   0.99997053  =   0.99997438
 AT1242!UTM  16      -   1.00000385  x   1.00063084  =   1.00063470
 AT1242!UTM  15      -   1.00000385  x   1.00065895  =   1.00066281
 AT1242
 AT1242                          SUPERSEDED SURVEY CONTROL
 AT1242
 AT1242  NAD 83(1986)-  29 27 24.20541(N)    089 58 47.41867(W) AD(       ) 3
 AT1242  NAD 27      -  29 27 23.41500(N)    089 58 47.15800(W) AD(       ) 3
 AT1242
 AT1242.Superseded values are not recommended for survey control.
 AT1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1242.See file dsdata.txt to determine how the superseded data were derived.
 AT1242
 AT1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1098162286(NAD 83)
 AT1242_MARKER: DD = SURVEY DISK
 AT1242_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1242_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1242
 AT1242  HISTORY     - Date     Condition        Report By
 AT1242  HISTORY     - 1934     MONUMENTED       CGS
 AT1242  HISTORY     - 1940     GOOD             SHELL
 AT1242  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT1242
 AT1242                          STATION DESCRIPTION
 AT1242
 AT1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1242'ON A POINT AT THE
 AT1242'ENTRANCE OF BAYOU
 AT1242'ST. DENIS INTO BARATARIA BAY, ON THE E SIDE
 AT1242'OF THE BAYOU, 36 METERS (118 FEET)
 AT1242'FROM THE END OF THE POINT,
 AT1242'AND 19 METERS (62 FEET) FROM THE HIGH-WATER MARK OF
 AT1242'BARATARIA
 AT1242'BAY.  THE STATION IS MARKED BY A STANDARD BRONZE HYDROGRAPHIC
 AT1242'DISK SET IN THE TOP OF A TILE.
 AT1242
 AT1242                          STATION RECOVERY (1940)
 AT1242
 AT1242'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AT1242'RECOVERED IN GOOD CONDITION.
 AT1242'
 AT1242'PART OF THE ORIGINAL DESCRIPTION CALLS FOR THE STATION TO
 AT1242'BE 118 FEET FROM
 AT1242'THE END OF THE POINT, BUT AT THE PRESENT TIME
 AT1242'IT IS ONLY 75 FEET FROM THE END OF
 AT1242'THE POINT.
 AT1242
 AT1242                          STATION RECOVERY (1952)
 AT1242
 AT1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AT1242'STATION IS LOST.  THE SHORELINE IN THIS VICINITY HAS
 AT1242'UNDERGONE EXTENSIVE EROSION.  A THROUGH SEARCH FOR
 AT1242'1-1/2 HRS. BY TWO MEN FAILED TO
 AT1242'DISCLOSE ANY TRACE OF THE STATON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1147 ***********************************************************************
 AT1147  DESIGNATION -  POTASH
 AT1147  PID         -  AT1147
 AT1147  STATE/COUNTY-  LA/PLAQUEMINES
 AT1147  USGS QUAD   -  PORT SULPHUR (1993)
 AT1147
 AT1147                         *CURRENT SURVEY CONTROL
 AT1147  ___________________________________________________________________
 AT1147* NAD 83(1992)-  29 29 51.51850(N)    089 41 39.41183(W)     ADJUSTED  
 AT1147* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT1147  **This station is located in a subsidence area (see below).
 AT1147  ___________________________________________________________________
 AT1147  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AT1147  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AT1147
 AT1147  HORZ ORDER  -  THIRD
 AT1147
 AT1147.The horizontal coordinates were established by classical geodetic methods
 AT1147.and adjusted by the National Geodetic Survey in January 1993..
 AT1147
 AT1147 ** The orthometric height has not been validated since last determined
 AT1147 ** by differential leveling and should not be used for control purposes.
 AT1147 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1147 ** area with valid NAVD 88 orthometric heights.
 AT1147 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1147 ** epoch indicated which incorporates improved geoid heights for the
 AT1147 ** Southern Louisiana Subsidence area.
 AT1147 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1147.The orthometric height was scaled from a topographic map.
 AT1147
 AT1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1147
 AT1147.The geoid height was determined by GEOID03.
 AT1147
 AT1147;                    North         East     Units Scale Factor Converg.
 AT1147;SPC LA S     -   111,721.205 1,158,925.356   MT  0.99996405   +0 49 10.4
 AT1147;SPC LA S     -   366,538.65  3,802,240.94   sFT  0.99996405   +0 49 10.4
 AT1147;UTM  16      - 3,266,147.768   238,794.084   MT  1.00044195   -1 19 38.6
 AT1147
 AT1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1147!SPC LA S     -   1.00000354  x   0.99996405  =   0.99996759
 AT1147!UTM  16      -   1.00000354  x   1.00044195  =   1.00044549
 AT1147
 AT1147:                Primary Azimuth Mark                     Grid Az
 AT1147:SPC LA S     -  MILAN 2                                  158 28 37.8
 AT1147:UTM  16      -  MILAN 2                                  160 37 26.8
 AT1147
 AT1147|---------------------------------------------------------------------|
 AT1147| PID    Reference Object                     Distance      Geod. Az  |
 AT1147|                                                           dddmmss.s |
 AT1147| AT0200 MILAN 2                             APPROX. 3.5 KM 1591748.2 |
 AT1147| AT1156 PORT SULPHUR FREEPORT CO TANK       APPROX. 2.9 KM 1710548.0 |
 AT1147| AT1151 PORT SULPHUR FREEPORT CO STACK      APPROX. 3.6 KM 1711151.0 |
 AT1147| AT1153 PORT SULPHUR FREEPORT CO TOWER      APPROX. 2.4 KM 1812851.7 |
 AT1147| DD7965 POTASH RM 1                          16.668 METERS 24325     |
 AT1147| AT1295 PORT SULPHUR RAD KBJ 861 MAST       APPROX. 3.9 KM 2984322.5 |
 AT1147| DD7966 POTASH RM 2                          15.385 METERS 34624     |
 AT1147|---------------------------------------------------------------------|
 AT1147
 AT1147                          SUPERSEDED SURVEY CONTROL
 AT1147
 AT1147  NAD 83(1986)-  29 29 51.52817(N)    089 41 39.41769(W) AD(       ) 3
 AT1147  NAD 27      -  29 29 50.74776(N)    089 41 39.19209(W) AD(       ) 3
 AT1147
 AT1147.Superseded values are not recommended for survey control.
 AT1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1147.See file dsdata.txt to determine how the superseded data were derived.
 AT1147
 AT1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3879466148(NAD 83)
 AT1147_MARKER: DS = TRIANGULATION STATION DISK
 AT1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1147+STABILITY: SURFACE MOTION
 AT1147
 AT1147  HISTORY     - Date     Condition        Report By
 AT1147  HISTORY     - 1966     MONUMENTED       CGS
 AT1147
 AT1147                          STATION DESCRIPTION
 AT1147
 AT1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1147'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF EMPIRE, ABOUT
 AT1147'1-1/2 MILES
 AT1147'NORTHWEST OF PORT SULPHUR, ABOUT 1/2 MILES NORTHEAST OF
 AT1147'STATE HIGHWAY 23 AND IN THE
 AT1147'NORTHEAST CORNER OF HUMBLE OIL COMPANY
 AT1147'PUMPING STATION.
 AT1147'
 AT1147'STATION MARK, A STANDARD DISK STAMPED POTASH 1966, IS SET IN THE
 AT1147'TOP OF A CONCRETE
 AT1147'CYLINDER WHICH IS SET FLUSH WITH GROUND.  THE MARK IS
 AT1147'29 FEET SOUTHEAST OF NORTHEAST
 AT1147'CORNER OF PUMPING STATION BUILDING, 22
 AT1147'FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 AT1147'PUMPING STATION AND 3.5
 AT1147'FEET NORTHWEST OF WITNESS POST.
 AT1147'
 AT1147'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED POTASH NO 1
 AT1147'1966, IS CRIMPED
 AT1147'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AT1147'FEET LONG WHICH IS ENCASED IN A 4
 AT1147'INCH ORANGEBURG SOIL PIPE.  THE MARK
 AT1147'PROJECTS ABOUT 30 INCHES.  THE MARK IS 49 FEET
 AT1147'SOUTHWEST OF SOUTHEAST
 AT1147'CORNER OF PUMPING STATION, 57 FEET SOUTHWEST OF WITNESS POST AND
 AT1147'27.5 FEET
 AT1147'SOUTHEAST OF SOUTHWEST CORNER OF PUMPING STATION.
 AT1147'
 AT1147'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED POTASH NO 2
 AT1147'1966, IS CRIMPED
 AT1147'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AT1147'FEET LONG WHICH IS ENCASED IN A 4
 AT1147'INCH ORANGEBURG SOIL PIPE.  THE MARK
 AT1147'PROJECTS ABOUT 26 INCHES.  THE MARK IS 33 FEET SOUTH
 AT1147'OF INLET EMBANKMENT,
 AT1147'30 FEET NORTHEAST OF THE NORTHWEST CORNER OF PUMPING STATION
 AT1147'AND 22 FEET
 AT1147'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF PUMPING STATION.
 AT1147'
 AT1147'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 AT1147'
 AT1147'NOTICE- STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1147'OBSERVING UNIT
 AT1147'REACHED STATION BY HELICOPTER FROM EMPIRE.
 AT1147'
 AT1147'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1155 ***********************************************************************
 AT1155  DESIGNATION -  POTASH NAVIGATION LIGHT
 AT1155  PID         -  AT1155
 AT1155  STATE/COUNTY-  LA/PLAQUEMINES
 AT1155  USGS QUAD   -  PORT SULPHUR (1993)
 AT1155
 AT1155                         *CURRENT SURVEY CONTROL
 AT1155  ___________________________________________________________________
 AT1155* NAD 83(1992)-  29 29 01.19203(N)    089 41 45.03308(W)     ADJUSTED  
 AT1155* NAVD 88     -                                                        
 AT1155  **This station is located in a subsidence area (see below).
 AT1155  ___________________________________________________________________
 AT1155  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AT1155  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AT1155
 AT1155  HORZ ORDER  -  THIRD
 AT1155
 AT1155.The horizontal coordinates were established by classical geodetic methods
 AT1155.and adjusted by the National Geodetic Survey in January 1993..
 AT1155
 AT1155 ** The orthometric height has not been validated since last determined
 AT1155 ** by differential leveling and should not be used for control purposes.
 AT1155 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1155 ** area with valid NAVD 88 orthometric heights.
 AT1155 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1155 ** epoch indicated which incorporates improved geoid heights for the
 AT1155 ** Southern Louisiana Subsidence area.
 AT1155 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1155
 AT1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1155
 AT1155.The geoid height was determined by GEOID03.
 AT1155
 AT1155;                    North         East     Units Scale Factor Converg.
 AT1155;SPC LA S     -   110,169.702 1,158,796.106   MT  0.99996620   +0 49 07.6
 AT1155;SPC LA S     -   361,448.43  3,801,816.89   sFT  0.99996620   +0 49 07.6
 AT1155;UTM  16      - 3,264,601.457   238,606.721   MT  1.00044316   -1 19 39.3
 AT1155
 AT1155                          SUPERSEDED SURVEY CONTROL
 AT1155
 AT1155  NAD 83(1986)-  29 29 01.20184(N)    089 41 45.03920(W) AD(       ) 4
 AT1155  NAD 27      -  29 29 00.42000(N)    089 41 44.80600(W) AD(       ) 3
 AT1155
 AT1155.Superseded values are not recommended for survey control.
 AT1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1155.See file dsdata.txt to determine how the superseded data were derived.
 AT1155
 AT1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3860764601(NAD 83)
 AT1155_MARKER: 14 = NAVIGATION LIGHT
 AT1155
 AT1155  HISTORY     - Date     Condition        Report By
 AT1155  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1155
 AT1155                          STATION DESCRIPTION
 AT1155
 AT1155'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3058 ***********************************************************************
 AU3058  DESIGNATION -  POULE
 AU3058  PID         -  AU3058
 AU3058  STATE/COUNTY-  LA/TERREBONNE
 AU3058  USGS QUAD   -  EASTERN ISLES DERNIERES (1994)
 AU3058
 AU3058                         *CURRENT SURVEY CONTROL
 AU3058  ___________________________________________________________________
 AU3058* NAD 83(1992)-  29 06 20.22020(N)    090 37 51.85301(W)     ADJUSTED  
 AU3058* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3058  ___________________________________________________________________
 AU3058  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AU3058  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AU3058
 AU3058  HORZ ORDER  -  SECOND
 AU3058
 AU3058.The horizontal coordinates were established by classical geodetic methods
 AU3058.and adjusted by the National Geodetic Survey in January 1993..
 AU3058
 AU3058.The orthometric height was scaled from a topographic map.
 AU3058
 AU3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3058
 AU3058.The geoid height was determined by GEOID03.
 AU3058
 AU3058;                    North         East     Units Scale Factor Converg.
 AU3058;SPC LA S     -    67,341.372 1,068,360.842   MT  1.00004683   +0 21 04.1
 AU3058;SPC LA S     -   220,935.82  3,505,113.86   sFT  1.00004683   +0 21 04.1
 AU3058;UTM  15      - 3,222,006.153   730,533.502   MT  1.00025586   +1 09 10.1
 AU3058
 AU3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3058!SPC LA S     -   1.00000379  x   1.00004683  =   1.00005062
 AU3058!UTM  15      -   1.00000379  x   1.00025586  =   1.00025965
 AU3058
 AU3058|---------------------------------------------------------------------|
 AU3058| PID    Reference Object                     Distance      Geod. Az  |
 AU3058|                                                           dddmmss.s |
 AU3058| DD7967 POULE RM 1                           13.710 METERS 10727     |
 AU3058| DD7969 POULE RM 3                           33.410 METERS 17427     |
 AU3058| DD7970 POULE RM 4                           32.890 METERS 24833     |
 AU3058| DD7968 POULE RM 2                           16.750 METERS 30132     |
 AU3058| AU3060 ELAINE                              APPROX. 5.0 KM 3202633.9 |
 AU3058|---------------------------------------------------------------------|
 AU3058
 AU3058                          SUPERSEDED SURVEY CONTROL
 AU3058
 AU3058  NAD 83(1986)-  29 06 20.23981(N)    090 37 51.86438(W) AD(       ) 2
 AU3058  NAD 27      -  29 06 19.40000(N)    090 37 51.53100(W) AD(       ) 2
 AU3058
 AU3058.Superseded values are not recommended for survey control.
 AU3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3058.See file dsdata.txt to determine how the superseded data were derived.
 AU3058
 AU3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3053422006(NAD 83)
 AU3058_MARKER: DS = TRIANGULATION STATION DISK
 AU3058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3058_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3058
 AU3058  HISTORY     - Date     Condition        Report By
 AU3058  HISTORY     - 1928     MONUMENTED       CGS
 AU3058  HISTORY     - 1936     MARK NOT FOUND   CGS
 AU3058  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3058
 AU3058                          STATION DESCRIPTION
 AU3058
 AU3058'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3058'STATION IS ABOUT 17 MILES WNW OF TIMBALIER LIGHT ON THE SE
 AU3058'SIDE OF THE ISLAND WHICH SEPARATES TERREBONNE BAY FROM LAKE
 AU3058'PELTO AND ABOUT 1/2 MILE SSE OF PASS LA POULE.  THE STATION
 AU3058'IS ABOUT 1 METER (3 FEET) INSHORE AND WILL PROBABLY DISAPPEAR
 AU3058'WITHIN A SHORT TIME.
 AU3058'
 AU3058'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU3058'IN CONCRETE IN THE TOP OF TILES.
 AU3058'
 AU3058'REFERENCE MARK NO. 1 IS 13.71 METERS (45.0 FEET) FROM THE
 AU3058'STATION S 72 DEG 33 MIN E.
 AU3058'
 AU3058'REFERENCE MARK NO. 2 IS 16.75 METERS (55.0 FEET) FROM THE
 AU3058'STATION N 58 DEG 28 MIN W.
 AU3058'
 AU3058'REFERENCE MARK NO. 3 IS 33.41 METERS (109.6 FEET) FROM THE
 AU3058'STATION S 5 DEG 33 MIN E.
 AU3058'
 AU3058'REFERENCE MARK NO. 4 IS 32.89 METERS (107.9 FEET) FROM THE
 AU3058'STATION S 68 DEG 33 MIN W.
 AU3058
 AU3058                          STATION RECOVERY (1936)
 AU3058
 AU3058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AU3058'STATION MARK IS LOST, REFERENCE MARKS 3 AND 4 WERE RECOVERED
 AU3058'IN GOOD CONDITION.  MEASUREMENTS FROM THE REFERENCE MARKS SHOW
 AU3058'THE STATION TO BE ABOUT 2 METERS OUT IN THE WATER.
 AU3058
 AU3058                          STATION RECOVERY (1952)
 AU3058
 AU3058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3058'A THOROUGH SEARCH OF THE AREA BY TWO MEN FOR 1.5 HRS. REVEALED
 AU3058'NO TRACE OF THE STATION OR REFERENCE MARKS.  DUE TO EXTENSIVE
 AU3058'EROSION, IT IS SUGGESTED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3084 ***********************************************************************
 BK3084  DESIGNATION -  POWELL
 BK3084  PID         -  BK3084
 BK3084  STATE/COUNTY-  LA/BEAUREGARD
 BK3084  USGS QUAD   -  GAYTINE (1994)
 BK3084
 BK3084                         *CURRENT SURVEY CONTROL
 BK3084  ___________________________________________________________________
 BK3084* NAD 83(1992)-  30 27 35.95583(N)    093 13 56.64649(W)     ADJUSTED  
 BK3084* NAVD 88     -        22.49   (+/-2cm)      73.8    (feet)  VERTCON   
 BK3084  ___________________________________________________________________
 BK3084  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK3084  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3084
 BK3084  HORZ ORDER  -  THIRD
 BK3084  VERT ORDER  -  THIRD ? (See Below)
 BK3084
 BK3084.The horizontal coordinates were established by classical geodetic methods
 BK3084.and adjusted by the National Geodetic Survey in January 1993..
 BK3084
 BK3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3084.The vertical order pertains to the NGVD 29 superseded value.
 BK3084
 BK3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3084
 BK3084.The geoid height was determined by GEOID03.
 BK3084
 BK3084;                    North         East     Units Scale Factor Converg.
 BK3084;SPC LA S     -   218,766.933   817,632.944   MT  0.99995774   -0 56 58.4
 BK3084;SPC LA S     -   717,737.85  2,682,517.42   sFT  0.99995774   -0 56 58.4
 BK3084;UTM  15      - 3,369,780.445   477,689.448   MT  0.99960614   -0 07 04.1
 BK3084
 BK3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3084!SPC LA S     -   1.00000075  x   0.99995774  =   0.99995849
 BK3084!UTM  15      -   1.00000075  x   0.99960614  =   0.99960689
 BK3084
 BK3084:                Primary Azimuth Mark                     Grid Az
 BK3084:SPC LA S     -  GAYTINE TRANSCON GAS CO MAST             177 07 40.6
 BK3084:UTM  15      -  GAYTINE TRANSCON GAS CO MAST             176 17 46.3
 BK3084
 BK3084|---------------------------------------------------------------------|
 BK3084| PID    Reference Object                     Distance      Geod. Az  |
 BK3084|                                                           dddmmss.s |
 BK3084| BK3085 GAYTINE TRANSCON GAS CO MAST        APPROX. 3.0 KM 1761042.2 |
 BK3084| CV9080 POWELL RM 1                          31.257 METERS 22358     |
 BK3084| BK2595 POWELL 2 RM 4                                      30307     |
 BK3084| BK3083 TT 1 ES USGS 1954                    46.468 METERS 33113     |
 BK3084| BK2596 POWELL 2                             70.025 METERS 34006     |
 BK3084| BK2598 POWELL AZ MK                        APPROX. 0.7 KM 3550457.1 |
 BK3084|---------------------------------------------------------------------|
 BK3084
 BK3084                          SUPERSEDED SURVEY CONTROL
 BK3084
 BK3084  NAD 83(1986)-  30 27 35.97543(N)    093 13 56.63883(W) AD(       ) 3
 BK3084  NAD 27      -  30 27 35.25512(N)    093 13 56.06866(W) AD(       ) 3
 BK3084  NGVD 29 (07/19/86)   22.44   (m)           73.6    (f) LEVELING    3  
 BK3084
 BK3084.Superseded values are not recommended for survey control.
 BK3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3084.See file dsdata.txt to determine how the superseded data were derived.
 BK3084
 BK3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7768969780(NAD 83)
 BK3084_MARKER: DS = TRIANGULATION STATION DISK
 BK3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3084
 BK3084  HISTORY     - Date     Condition        Report By
 BK3084  HISTORY     - 1963     MONUMENTED       CGS
 BK3084  HISTORY     - 1978     GOOD             NGS
 BK3084  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3084
 BK3084                          STATION DESCRIPTION
 BK3084
 BK3084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3084'THE STATION IS LOCATED 3-1/2 MILES SOUTH OF RAGLEY, 6.0 MILES
 BK3084'NORTH NORTHWEST OF GILLIS, ON THE EAST SIDE OF U.S. HIGHWAY
 BK3084'171, ON PROPERTY OWNED BY THE POWELL LUMBER COMPANY.
 BK3084'
 BK3084'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 BK3084'AND 171 IN THE NORTHEAST SIDE OF LAKE CHARLES, GO NORTH ON
 BK3084'HIGHWAY 171 FOR 10.0 MILES TO A CROSSROAD IN THE VILLAGE
 BK3084'OF GILLIS, CONTINUE AHEAD ON HIGHWAY 171 FOR 4.85 MILES TO A
 BK3084'PIPE LINE STATION ON THE RIGHT, CONTINUE ON HIGHWAY 171 FOR
 BK3084'1.85 MILES TO A GATE ON THE RIGHT AND THE STATION ON THE RIGHT
 BK3084'AS DESCRIBED.
 BK3084'
 BK3084'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 BK3084'ON HIGHWAY 171 FOR 0.41 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 BK3084'
 BK3084'THE STATION MARK IS A STANDARD DISK STAMPED, POWELL 1963,
 BK3084'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 BK3084'IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.4 FEET WEST OF A
 BK3084'WOODEN WITNESS POST AND SIGN, 32.5 FEET NORTHEAST OF A 12-INCH
 BK3084'PINE TREE AND 72.4 FEET EAST OF A FENCE LINE THAT RUNS NORTH
 BK3084'AND SOUTH.
 BK3084'
 BK3084'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, POWELL
 BK3084'NO. 1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 BK3084'MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.0
 BK3084'FEET EAST OF FENCE LINE, 63.5 FEET EAST OF HIGHWAY 171, 70.2
 BK3084'FEET SOUTHWEST OF A 12-INCH PINE TREE AND 104.0 FEET SOUTHWEST
 BK3084'OF A WOODEN WITNESS POST AND SIGN.
 BK3084'
 BK3084'REFERENCE MARK NO. 2 IS A STANDARD (USGS) DISK STAMPED, ES1
 BK3084'TT 1954, SET IN A 4-INCH SQUARE CONCRETE MONUMENT, WHICH
 BK3084'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BK3084'1.0 FEET WEST OF FENCE LINE, 10.0 FEET SOUTH OF GATE, 51.6 FEET
 BK3084'SOUTH SOUTHEAST OF A TELEPHONE POLE WITH NO NO. AND 62.3 FEET
 BK3084'EAST OF HIGHWAY 171.
 BK3084'
 BK3084'AZIMUTH MARK IS A STANDARD DISK STAMPED, POWELL 1963, SET IN
 BK3084'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 BK3084'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET EAST OF
 BK3084'FENCE LINE, 2.3 FEET EAST OF TELEPHONE POLE WITH NO NO., 3.0
 BK3084'FEET SOUTH OF WOODEN WITNESS POST AND SIGN AND 59.7 FEET WEST
 BK3084'OF CENTERLINE OF HIGHWAY 171.
 BK3084'
 BK3084'HEIGHT OF LIGHT ABOVE STATION MARK 27.56 METERS.
 BK3084
 BK3084                          STATION RECOVERY (1978)
 BK3084
 BK3084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BK3084'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 BK3084'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 (TT IES
 BK3084'USGS) WAS FOUND WITH THE TOP BROKEN OFF AND LYING ON TOP THE
 BK3084'GROUND.  THE DISK WAS RECLAIMED THIS DATE.  THE DISTANCE AND
 BK3084'DIRECTION TO REFERENCE MARK 1 COMPARED GOOD WITH THE PREVIOUS
 BK3084'DATA.  DUE TO THE AREA BEING DEVELOPED, THE STATION MARK AND
 BK3084'REFERENCE MARK 1 WILL BE DESTROYED.  STATION POWELL 2,
 BK3084'REFERENCE MARK 3 AND REFERENCE MARK 4 WERE ESTABLISHED THIS DATE.
 BK3084'SEE THE DESCRIPTION FOR POWELL 2.
 BK3084'
 BK3084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTH OF
 BK3084'RAGLEY.
 BK3084
 BK3084                          STATION RECOVERY (2002)
 BK3084
 BK3084'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK3084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2596 ***********************************************************************
 BK2596  DESIGNATION -  POWELL 2
 BK2596  PID         -  BK2596
 BK2596  STATE/COUNTY-  LA/BEAUREGARD
 BK2596  USGS QUAD   -  GAYTINE (1994)
 BK2596
 BK2596                         *CURRENT SURVEY CONTROL
 BK2596  ___________________________________________________________________
 BK2596* NAD 83(1992)-  30 27 38.09391(N)    093 13 57.54025(W)     ADJUSTED  
 BK2596* NAVD 88     -        22.531  (meters)      73.92   (feet)  ADJUSTED  
 BK2596  ___________________________________________________________________
 BK2596  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BK2596  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2596  DYNAMIC HT  -          22.502 (meters)      73.83  (feet)  COMP
 BK2596  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BK2596
 BK2596  HORZ ORDER  -  THIRD
 BK2596  VERT ORDER  -  SECOND    CLASS I
 BK2596
 BK2596.The horizontal coordinates were established by classical geodetic methods
 BK2596.and adjusted by the National Geodetic Survey in January 1993..
 BK2596.No horizontal observational check was made to the station.
 BK2596
 BK2596.The orthometric height was determined by differential leveling
 BK2596.and adjusted by the National Geodetic Survey in February 1994..
 BK2596
 BK2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2596
 BK2596.The geoid height was determined by GEOID03.
 BK2596
 BK2596.The dynamic height is computed by dividing the NAVD 88
 BK2596.geopotential number by the normal gravity value computed on the
 BK2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2596.degrees latitude (g = 980.6199 gals.).
 BK2596
 BK2596.The modeled gravity was interpolated from observed gravity values.
 BK2596
 BK2596;                    North         East     Units Scale Factor Converg.
 BK2596;SPC LA S     -   218,833.157   817,610.196   MT  0.99995782   -0 56 58.9
 BK2596;SPC LA S     -   717,955.12  2,682,442.78   sFT  0.99995782   -0 56 58.9
 BK2596;UTM  15      - 3,369,846.309   477,665.750   MT  0.99960615   -0 07 04.6
 BK2596
 BK2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2596!SPC LA S     -   1.00000074  x   0.99995782  =   0.99995856
 BK2596!UTM  15      -   1.00000074  x   0.99960615  =   0.99960689
 BK2596
 BK2596|---------------------------------------------------------------------|
 BK2596| PID    Reference Object                     Distance      Geod. Az  |
 BK2596|                                                           dddmmss.s |
 BK2596| BK2597 POWELL 2 RM 3                                      00002     |
 BK2596| BK3084 POWELL                               70.025 METERS 16006     |
 BK2596| BK2598 POWELL AZ MK                        APPROX. 0.6 KM 3564531.0 |
 BK2596|---------------------------------------------------------------------|
 BK2596
 BK2596                          SUPERSEDED SURVEY CONTROL
 BK2596
 BK2596  NAD 83(1986)-  30 27 38.11339(N)    093 13 57.53254(W) AD(       ) 3
 BK2596  NAD 27      -  30 27 37.39332(N)    093 13 56.96246(W) AD(       ) 3
 BK2596  NGVD 29 (07/19/86)   22.0    (m)           72.     (f) VERT ANG       
 BK2596
 BK2596.Superseded values are not recommended for survey control.
 BK2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2596.See file dsdata.txt to determine how the superseded data were derived.
 BK2596
 BK2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7766669846(NAD 83)
 BK2596_MARKER: DS = TRIANGULATION STATION DISK
 BK2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2596_SP_SET: CONCRETE POST
 BK2596_STAMPING: POWELL 2 1978
 BK2596_MARK LOGO: NGS   
 BK2596_PROJECTION: FLUSH
 BK2596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2596+STABILITY: SURFACE MOTION
 BK2596
 BK2596  HISTORY     - Date     Condition        Report By
 BK2596  HISTORY     - 1978     MONUMENTED       NGS
 BK2596  HISTORY     - 1984     GOOD             LADTD
 BK2596  HISTORY     - 20021102 GOOD             USPSQD
 BK2596
 BK2596                          STATION DESCRIPTION
 BK2596
 BK2596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BK2596'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF RAGLEY AND ABOUT
 BK2596'6.0 MILES NORTH-NORTHWEST OF GILLIS, ON THE EAST RIGHT-OF-WAY OF
 BK2596'US HIGHWAY 171.
 BK2596'
 BK2596'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 90 AND 171 IN
 BK2596'THE NORTHEAST PART OF LAKE CHARLES, GO NORTH ON HIGHWAY 171 FOR 8.8
 BK2596'MILES TO A CROSSROAD IN THE VILLAGE OF GILLIS, CONTINUE NORTH ON
 BK2596'HIGHWAY 171 FOR 4.85 MILES TO A PIPE LINE STATION ON THE RIGHT,
 BK2596'CONTINUE NORTH ON HIGHWAY 171 FOR 1.85 MILE TO A FIELD APPROACH
 BK2596'AND IRRIGATION WELL ON THE LEFT AND THE STATION ON THE RIGHT.
 BK2596'
 BK2596'THE STATION MARKS ARE STANDARD DISKS STAMPED POWELL 2 1978.  THE
 BK2596'SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT
 BK2596'IS FLUSH WITH THE GROUND SURFACE.  IT IS 199 FEET SOUTH OF A ROAD
 BK2596'BEARING EAST, 58 FEET EAST OF THE CENTER OF HIGHWAY 171 AND 2 FEET
 BK2596'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BK2596'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BK2596'
 BK2596'REFERENCE MARK 3 IS A STANDARD DISK STAMPED POWELL 2 NO 3 1978, SET
 BK2596'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 BK2596'GROUND SURFACE.  IT IS 142.5 FEET SOUTH OF THE CENTER OF THE ROAD
 BK2596'BEARING EAST, 57.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 171,
 BK2596'55 FEET SOUTHWEST OF AN 8-INCH PINE TREE AND 2 FEET NORTH OF A
 BK2596'METAL WITNESS POST.
 BK2596'
 BK2596'REFERENCE MARK 4 IS A STANDARD DISK STAMPED POWELL 2 NO 4 1978,
 BK2596'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 BK2596'THE SURFACE OF THE GROUND.  IT IS 54 FEET WEST OF THE CENTER OF
 BK2596'HIGHWAY 171, 10.5 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVE,
 BK2596'2 FEET SOUTHEAST OF THE SOUTH END GATE POST AND 1 FOOT EAST OF A
 BK2596'NORTH-SOUTH FENCE.
 BK2596'
 BK2596'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POWELL 1963, SET IN THE
 BK2596'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE
 BK2596'THE GROUND SURFACE.  IT IS 60 FEET WEST OF THE CENTER OF HIGHWAY
 BK2596'171, 2 FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS
 BK2596'POST AND 1 FOOT EAST OF A NORTH-SOUTH BOUNDARY FENCE.
 BK2596'
 BK2596'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 171
 BK2596'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BK2596'
 BK2596'NOTE--REBAR PLACED IN THE CONCRETE MONUMENTS SET THIS DATE.
 BK2596
 BK2596                          STATION RECOVERY (1984)
 BK2596
 BK2596'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2596'5.5 KM (3.4 MI) SOUTH FROM RAGLEY.
 BK2596'ABOUT 5.5 KM (3.4 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2596'JUNCTION OF U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON
 BK2596'THE LEFT IN SECTION 18, T 7 S, R 8 W, 60.7 METERS (199 FEET) SOUTH OF
 BK2596'A ROAD BEARING EAST, 17.7 METERS (58 FEET) EAST OF THE CENTERLINE OF
 BK2596'THE HIGHWAY, 17.2 METERS (56.5 FEET) SOUTH OF POWELL 2 RM NO 3, 44.6
 BK2596'METERS (146.3 FEET) NORTHEAST OF POWELL 2 RM NO 4.
 BK2596'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 BK2596'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2596
 BK2596                          STATION RECOVERY (2002)
 BK2596
 BK2596'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2597 ***********************************************************************
 BK2597  DESIGNATION -  POWELL 2 RM 3
 BK2597  PID         -  BK2597
 BK2597  STATE/COUNTY-  LA/BEAUREGARD
 BK2597  USGS QUAD   -  GAYTINE (1994)
 BK2597
 BK2597                         *CURRENT SURVEY CONTROL
 BK2597  ___________________________________________________________________
 BK2597* NAD 83(1986)-  30 27 37.     (N)    093 13 58.     (W)     SCALED    
 BK2597* NAVD 88     -        22.515  (meters)      73.87   (feet)  ADJUSTED  
 BK2597  ___________________________________________________________________
 BK2597  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2597  DYNAMIC HT  -          22.486 (meters)      73.77  (feet)  COMP
 BK2597  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BK2597
 BK2597  VERT ORDER  -  SECOND    CLASS I
 BK2597
 BK2597.The horizontal coordinates were scaled from a topographic map and have
 BK2597.an estimated accuracy of +/- 6 seconds.
 BK2597
 BK2597.The orthometric height was determined by differential leveling
 BK2597.and adjusted by the National Geodetic Survey in February 1994..
 BK2597
 BK2597.The geoid height was determined by GEOID03.
 BK2597
 BK2597.The dynamic height is computed by dividing the NAVD 88
 BK2597.geopotential number by the normal gravity value computed on the
 BK2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2597.degrees latitude (g = 980.6199 gals.).
 BK2597
 BK2597.The modeled gravity was interpolated from observed gravity values.
 BK2597
 BK2597;                    North         East    Units  Estimated Accuracy
 BK2597;SPC LA S     -   218,800.      817,600.      MT  (+/- 180 meters Scaled)
 BK2597
 BK2597                          SUPERSEDED SURVEY CONTROL
 BK2597
 BK2597.No superseded survey control is available for this station.
 BK2597
 BK2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776698(NAD 83)
 BK2597_MARKER: DR = REFERENCE MARK DISK
 BK2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2597_SP_SET: CONCRETE POST
 BK2597_STAMPING: POWELL 2 NO 3 1978
 BK2597_MARK LOGO: NGS   
 BK2597_PROJECTION: FLUSH
 BK2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2597+STABILITY: SURFACE MOTION
 BK2597
 BK2597  HISTORY     - Date     Condition        Report By
 BK2597  HISTORY     - 1978     MONUMENTED       NGS
 BK2597  HISTORY     - 1984     GOOD             LADTD
 BK2597  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2597
 BK2597                          STATION DESCRIPTION
 BK2597
 BK2597'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2597'5.5 KM (3.4 MI) SOUTH FROM RAGLEY.
 BK2597'ABOUT 5.5 KM (3.4 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2597'JUNCTION OF U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON
 BK2597'THE LEFT IN SECTION 18, T 7 S, R 8 W, 43.4 METERS (142.5 FEET) SOUTH
 BK2597'OF THE CENTER OF A ROAD BEARING EAST, 17.5 METERS (57.5 FEET) EAST OF
 BK2597'THE CENTERLINE OF THE HIGHWAY, 16.8 METERS (55 FEET) SOUTHWEST OF AN
 BK2597'8 INCH PINE TREE.
 BK2597'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 BK2597'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2597
 BK2597                          STATION RECOVERY (2002)
 BK2597
 BK2597'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2597'WITNESS POST STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2595 ***********************************************************************
 BK2595  DESIGNATION -  POWELL 2 RM 4
 BK2595  PID         -  BK2595
 BK2595  STATE/COUNTY-  LA/BEAUREGARD
 BK2595  USGS QUAD   -  GAYTINE (1994)
 BK2595
 BK2595                         *CURRENT SURVEY CONTROL
 BK2595  ___________________________________________________________________
 BK2595* NAD 83(1986)-  30 27 37.     (N)    093 13 58.     (W)     SCALED    
 BK2595* NAVD 88     -        22.796  (meters)      74.79   (feet)  ADJUSTED  
 BK2595  ___________________________________________________________________
 BK2595  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2595  DYNAMIC HT  -          22.767 (meters)      74.69  (feet)  COMP
 BK2595  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BK2595
 BK2595  VERT ORDER  -  SECOND    CLASS I
 BK2595
 BK2595.The horizontal coordinates were scaled from a topographic map and have
 BK2595.an estimated accuracy of +/- 6 seconds.
 BK2595
 BK2595.The orthometric height was determined by differential leveling
 BK2595.and adjusted by the National Geodetic Survey in February 1994..
 BK2595
 BK2595.The geoid height was determined by GEOID03.
 BK2595
 BK2595.The dynamic height is computed by dividing the NAVD 88
 BK2595.geopotential number by the normal gravity value computed on the
 BK2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2595.degrees latitude (g = 980.6199 gals.).
 BK2595
 BK2595.The modeled gravity was interpolated from observed gravity values.
 BK2595
 BK2595;                    North         East    Units  Estimated Accuracy
 BK2595;SPC LA S     -   218,800.      817,600.      MT  (+/- 180 meters Scaled)
 BK2595
 BK2595                          SUPERSEDED SURVEY CONTROL
 BK2595
 BK2595.No superseded survey control is available for this station.
 BK2595
 BK2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP776698(NAD 83)
 BK2595_MARKER: DR = REFERENCE MARK DISK
 BK2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2595_SP_SET: CONCRETE POST
 BK2595_STAMPING: POWELL 2 NO 4 1978
 BK2595_MARK LOGO: NGS   
 BK2595_PROJECTION: FLUSH
 BK2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2595+STABILITY: SURFACE MOTION
 BK2595
 BK2595  HISTORY     - Date     Condition        Report By
 BK2595  HISTORY     - 1978     MONUMENTED       NGS
 BK2595  HISTORY     - 1984     GOOD             LADTD
 BK2595  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2595
 BK2595                          STATION DESCRIPTION
 BK2595
 BK2595'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2595'5.5 KM (3.4 MI) SOUTH FROM RAGLEY.
 BK2595'5.5 KM (3.4 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE JUNCTION OF
 BK2595'U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE RIGHT IN
 BK2595'SECTION 13, T 7 S, R 9 W, 17.9 METERS (58.7 FEET) WEST OF THE
 BK2595'CENTERLINE OF THE HIGHWAY, 4.5 METERS (14.9 FEET) WEST OF THE SOUTH
 BK2595'END OF A 18 INCH BY 26 FEET CONCRETE SIDEDRAIN, 12.4 METERS (40.7
 BK2595'FEET ) SOUTH OF A POWER POLE, 30.1 METERS (98.7 FEET) SOUTHEAST OF
 BK2595'THE SOUTHEAST CORNER OF A TIN PUMP SHED.
 BK2595'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BK2595
 BK2595                          STATION RECOVERY (2002)
 BK2595
 BK2595'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2598 ***********************************************************************
 BK2598  DESIGNATION -  POWELL AZ MK
 BK2598  PID         -  BK2598
 BK2598  STATE/COUNTY-  LA/BEAUREGARD
 BK2598  USGS QUAD   -  GAYTINE (1994)
 BK2598
 BK2598                         *CURRENT SURVEY CONTROL
 BK2598  ___________________________________________________________________
 BK2598* NAD 83(1992)-  30 27 58.16801(N)    093 13 58.85265(W)     ADJUSTED  
 BK2598* NAVD 88     -        23.474  (meters)      77.01   (feet)  ADJUSTED  
 BK2598  ___________________________________________________________________
 BK2598  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK2598  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2598  DYNAMIC HT  -          23.444 (meters)      76.92  (feet)  COMP
 BK2598  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BK2598
 BK2598  HORZ ORDER  -  THIRD
 BK2598  VERT ORDER  -  SECOND    CLASS I
 BK2598
 BK2598.The horizontal coordinates were established by classical geodetic methods
 BK2598.and adjusted by the National Geodetic Survey in January 1993..
 BK2598
 BK2598.The orthometric height was determined by differential leveling
 BK2598.and adjusted by the National Geodetic Survey in February 1994..
 BK2598
 BK2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2598
 BK2598.The geoid height was determined by GEOID03.
 BK2598
 BK2598.The dynamic height is computed by dividing the NAVD 88
 BK2598.geopotential number by the normal gravity value computed on the
 BK2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2598.degrees latitude (g = 980.6199 gals.).
 BK2598
 BK2598.The modeled gravity was interpolated from observed gravity values.
 BK2598
 BK2598;                    North         East     Units Scale Factor Converg.
 BK2598;SPC LA S     -   219,451.799   817,585.439   MT  0.99995861   -0 56 59.5
 BK2598;SPC LA S     -   719,984.78  2,682,361.56   sFT  0.99995861   -0 56 59.5
 BK2598;UTM  15      - 3,370,464.309   477,632.026   MT  0.99960617   -0 07 05.3
 BK2598
 BK2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2598!SPC LA S     -   1.00000060  x   0.99995861  =   0.99995921
 BK2598!UTM  15      -   1.00000060  x   0.99960617  =   0.99960677
 BK2598
 BK2598:                Primary Azimuth Mark                     Grid Az
 BK2598:SPC LA S     -  POWELL                                   176 01 55.5
 BK2598:UTM  15      -  POWELL                                   175 12 01.3
 BK2598
 BK2598|---------------------------------------------------------------------|
 BK2598| PID    Reference Object                     Distance      Geod. Az  |
 BK2598|                                                           dddmmss.s |
 BK2598| BK3084 POWELL                              APPROX. 0.7 KM 1750456.0 |
 BK2598| BK2596 POWELL 2                            APPROX. 0.6 KM 1764530.4 |
 BK2598|---------------------------------------------------------------------|
 BK2598
 BK2598                          SUPERSEDED SURVEY CONTROL
 BK2598
 BK2598  NAD 83(1986)-  30 27 58.18751(N)    093 13 58.84496(W) AD(       ) 3
 BK2598  NAD 27      -  30 27 57.46807(N)    093 13 58.27537(W) AD(       ) 3
 BK2598  NGVD 29 (07/19/86)   22.9    (m)           75.     (f) VERT ANG       
 BK2598
 BK2598.Superseded values are not recommended for survey control.
 BK2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2598.See file dsdata.txt to determine how the superseded data were derived.
 BK2598
 BK2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7763270464(NAD 83)
 BK2598_MARKER: DZ = AZIMUTH MARK DISK
 BK2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2598_SP_SET: CONCRETE POST
 BK2598_STAMPING: POWELL 1963
 BK2598_MARK LOGO: CGS   
 BK2598_PROJECTION: FLUSH
 BK2598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2598+STABILITY: SURFACE MOTION
 BK2598
 BK2598  HISTORY     - Date     Condition        Report By
 BK2598  HISTORY     - 1978     MONUMENTED       NGS
 BK2598  HISTORY     - 1984     GOOD             LADTD
 BK2598  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2598
 BK2598                          STATION DESCRIPTION
 BK2598
 BK2598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BK2598'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF RAGLEY AND ABOUT
 BK2598'6.0 MILES NORTH-NORTHWEST OF GILLIS, ON THE EAST RIGHT-OF-WAY OF
 BK2598'US HIGHWAY 171.
 BK2598'
 BK2598'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 90 AND 171 IN
 BK2598'THE NORTHEAST PART OF LAKE CHARLES, GO NORTH ON HIGHWAY 171 FOR
 BK2598'8.8 MILES TO A CROSSROAD IN THE VILLAGE OF GILLIS, CONTINUE NORTH
 BK2598'ON HIGHWAY 171 FOR 4.85 MILES TO A PIPE LINE STATION ON THE RIGHT,
 BK2598'CONTINUE NORTH ON HIGHWAY 171 FOR 1.85 MILE TO A FIELD APPROACH
 BK2598'AND IRRIGATION WELL ON THE LEFT AND THE STATION ON THE RIGHT.
 BK2598'
 BK2598'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POWELL 1963, SET IN THE
 BK2598'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE
 BK2598'THE GROUND SURFACE.  IT IS 60 FEET WEST OF THE CENTER OF HIGHWAY
 BK2598'171, 2 FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS
 BK2598'POST AND 1 FOOT EAST OF A NORTH-SOUTH BOUNDARY FENCE.
 BK2598'
 BK2598'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 BK2598'171 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BK2598'
 BK2598'NOTE--REBAR PLACED IN THE CONCRETE MONUMENTS SET THIS DATE.
 BK2598
 BK2598                          STATION RECOVERY (1984)
 BK2598
 BK2598'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2598'4.9 KM (3.0 MI) SOUTH FROM RAGLEY.
 BK2598'ABOUT 4.9 KM (3.0 MILES) SOUTH ALONG U.S. HIGHWAY 171 FROM THE
 BK2598'JUNCTION OF U.S. HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON
 BK2598'THE RIGHT IN SECTION 12, T 7 S, R 9 W, 18.3 METERS (60 FEET) WEST OF
 BK2598'THE CENTER OF THE HIGHWAY, 0.3 METERS (1.0 FOOT) EAST OF A
 BK2598'NORTH-SOUTH BOUNDARY FENCE, 44.2 METERS (145 FEET) SOUTH OF A POWER
 BK2598'POLE.
 BK2598'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BK2598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2598
 BK2598                          STATION RECOVERY (2002)
 BK2598
 BK2598'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1743 ***********************************************************************
 BX1743  DESIGNATION -  POWELL BOLT
 BX1743  PID         -  BX1743
 BX1743  STATE/COUNTY-  LA/RED RIVER
 BX1743  USGS QUAD   -  HANNA (1992)
 BX1743
 BX1743                         *CURRENT SURVEY CONTROL
 BX1743  ___________________________________________________________________
 BX1743* NAD 83(1986)-  31 57 40.     (N)    093 19 30.     (W)     SCALED    
 BX1743* NAVD 88     -        39.31   (+/-2cm)     129.0    (feet)  VERTCON   
 BX1743  ___________________________________________________________________
 BX1743  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1743
 BX1743  VERT ORDER  -  ? (See Below)
 BX1743
 BX1743.The horizontal coordinates were scaled from a topographic map and have
 BX1743.an estimated accuracy of +/- 6 seconds.
 BX1743
 BX1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1743.The vertical order pertains to the NGVD 29 superseded value.
 BX1743
 BX1743.The geoid height was determined by GEOID03.
 BX1743
 BX1743;                    North         East    Units  Estimated Accuracy
 BX1743;SPC LA N     -   162,300.      922,020.      MT  (+/- 180 meters Scaled)
 BX1743
 BX1743                          SUPERSEDED SURVEY CONTROL
 BX1743
 BX1743  NGVD 29 (??/??/??)   39.369  (m)          129.16   (f) ADJUSTED    ?  
 BX1743
 BX1743.Superseded values are not recommended for survey control.
 BX1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1743.See file dsdata.txt to determine how the superseded data were derived.
 BX1743
 BX1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR692361(NAD 83)
 BX1743_MARKER: P = PIPE CAP
 BX1743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1743_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1743
 BX1743  HISTORY     - Date     Condition        Report By
 BX1743  HISTORY     - UNK      MONUMENTED       DOD
 BX1743  HISTORY     - 1938     GOOD             CGS
 BX1743  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1743  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1743
 BX1743                          STATION DESCRIPTION
 BX1743
 BX1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1743'1 MI SE FROM HANNA.
 BX1743'ABOUT 1 MILE SOUTHEAST ALONG STATE HIGHWAY 20 FROM HANNA, RED RIVER
 BX1743'PARISH, ON THE RIGHT BANK OF RED RIVER, ON THE G.M. POWELL PLANTATION,
 BX1743'AND 4 FEET SOUTHEAST OF THE EAST CORNER OF THE RESIDENCE. A COPPER
 BX1743'BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 BX1743'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1743'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1743
 BX1743                          STATION RECOVERY (1969)
 BX1743
 BX1743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1743'MARK NOT FOUND.
 BX1743
 BX1743                          STATION RECOVERY (2001)
 BX1743
 BX1743'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1744 ***********************************************************************
 BX1744  DESIGNATION -  POWELL CAP
 BX1744  PID         -  BX1744
 BX1744  STATE/COUNTY-  LA/RED RIVER
 BX1744  USGS QUAD   -  HANNA (1992)
 BX1744
 BX1744                         *CURRENT SURVEY CONTROL
 BX1744  ___________________________________________________________________
 BX1744* NAD 83(1986)-  31 57 34.     (N)    093 19 40.     (W)     SCALED    
 BX1744* NAVD 88     -        40.498  (meters)     132.87   (feet)  ADJUSTED  
 BX1744  ___________________________________________________________________
 BX1744  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1744  DYNAMIC HT  -          40.450 (meters)     132.71  (feet)  COMP
 BX1744  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 BX1744
 BX1744  VERT ORDER  -  FIRST     CLASS I
 BX1744
 BX1744.The horizontal coordinates were scaled from a topographic map and have
 BX1744.an estimated accuracy of +/- 6 seconds.
 BX1744
 BX1744.The orthometric height was determined by differential leveling
 BX1744.and adjusted by the National Geodetic Survey in February 1994..
 BX1744
 BX1744.The geoid height was determined by GEOID03.
 BX1744
 BX1744.The dynamic height is computed by dividing the NAVD 88
 BX1744.geopotential number by the normal gravity value computed on the
 BX1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1744.degrees latitude (g = 980.6199 gals.).
 BX1744
 BX1744.The modeled gravity was interpolated from observed gravity values.
 BX1744
 BX1744;                    North         East    Units  Estimated Accuracy
 BX1744;SPC LA N     -   162,120.      921,750.      MT  (+/- 180 meters Scaled)
 BX1744
 BX1744                          SUPERSEDED SURVEY CONTROL
 BX1744
 BX1744  NAVD 88 (06/15/91)   40.497  (m)          132.86   (f) UNKNOWN     1 1
 BX1744  NGVD 29 (??/??/??)   40.556  (m)          133.06   (f) ADJUSTED    1 1
 BX1744
 BX1744.Superseded values are not recommended for survey control.
 BX1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1744.See file dsdata.txt to determine how the superseded data were derived.
 BX1744
 BX1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR690359(NAD 83)
 BX1744_MARKER: P = PIPE CAP
 BX1744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1744_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1744
 BX1744  HISTORY     - Date     Condition        Report By
 BX1744  HISTORY     - UNK      MONUMENTED       DOD
 BX1744  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1744  HISTORY     - 1977     GOOD             NGS
 BX1744  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1744
 BX1744                          STATION DESCRIPTION
 BX1744
 BX1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1744'1.0 MI SE FROM HANNA.
 BX1744'ABOUT 1 MILE SOUTHEAST ALONG STATE HIGHWAY 20 FROM HANNA, RED RIVER
 BX1744'PARISH, ON THE RIGHT BANK OF RED RIVER, ON THE G.M. POWELL PLANTATION,
 BX1744'AND 4 FEET SOUTHEAST OF THE EAST CORNER OF THE RESIDENCE. AN IRON PIPE
 BX1744'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1744
 BX1744                          STATION RECOVERY (1977)
 BX1744
 BX1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1744'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX1744'AT HANNA, THENCE 0.9 MILE NORTHEAST ALONG A PAVED ROAD, THENCE
 BX1744'0.1 MILE NORTHWEST ALONG A GRAVEL DRIVEWAY, AT THE RESIDENCE OF
 BX1744'D.P. DRIEVER, 64 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 BX1744'DRIVEWAY, 55 FEET NORTHWEST OF A POWER LINE POLE WITH 2 GUY WIRES,
 BX1744'28 FEET EAST-NORTHEAST OF A TELEVISION ANTENNA, AND 4 FEET SOUTH-
 BX1744'SOUTHEAST OF THE SOUTHEAST BRICK PILLAR FOR THE PORCH.
 BX1744
 BX1744                          STATION RECOVERY (2001)
 BX1744
 BX1744'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3323 ***********************************************************************
 BK3323  DESIGNATION -  POWERLINE
 BK3323  PID         -  BK3323
 BK3323  STATE/COUNTY-  LA/CALCASIEU
 BK3323  USGS QUAD   -  BUHLER (1975)
 BK3323
 BK3323                         *CURRENT SURVEY CONTROL
 BK3323  ___________________________________________________________________
 BK3323* NAD 83(1992)-  30 16 55.70851(N)    093 18 52.36170(W)     ADJUSTED  
 BK3323* NAVD 88     -         6.1  **(meters)      20.   **(feet)  GPS OBS   
 BK3323  **This station is located in a subsidence area (see below).
 BK3323  ___________________________________________________________________
 BK3323  X           -    -318,720.671 (meters)                     COMP
 BK3323  Y           -  -5,503,311.657 (meters)                     COMP
 BK3323  Z           -   3,197,410.769 (meters)                     COMP
 BK3323  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK3323  ELLIP HEIGHT-         -21.39  (meters)          (02/20/02) GPS OBS
 BK3323  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3323
 BK3323  HORZ ORDER  -  FIRST
 BK3323  ELLP ORDER  -  FOURTH    CLASS I
 BK3323
 BK3323.The horizontal coordinates were established by GPS observations
 BK3323.and adjusted by the National Geodetic Survey in January 1995..
 BK3323
 BK3323 ** The orthometric height has not been validated since last determined
 BK3323 ** by differential leveling and should not be used for control purposes.
 BK3323 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3323 ** area with valid NAVD 88 orthometric heights.
 BK3323 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3323 ** epoch indicated which incorporates improved geoid heights for the
 BK3323 ** Southern Louisiana Subsidence area.
 BK3323 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3323.The orthometric height was determined by GPS observations and a
 BK3323.high-resolution geoid model.
 BK3323
 BK3323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3323
 BK3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3323
 BK3323.The ellipsoidal height was determined by GPS observations
 BK3323.and is referenced to NAD 83.
 BK3323
 BK3323.The geoid height was determined by GEOID03.
 BK3323
 BK3323;                    North         East     Units Scale Factor Converg.
 BK3323;SPC LA S     -   199,188.650   809,404.684   MT  0.99993775   -0 59 26.3
 BK3323;SPC LA S     -   653,504.76  2,655,521.87   sFT  0.99993775   -0 59 26.3
 BK3323;UTM  15      - 3,350,091.433   469,748.979   MT  0.99961129   -0 09 31.0
 BK3323
 BK3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3323!SPC LA S     -   1.00000336  x   0.99993775  =   0.99994111
 BK3323!UTM  15      -   1.00000336  x   0.99961129  =   0.99961465
 BK3323
 BK3323                          SUPERSEDED SURVEY CONTROL
 BK3323
 BK3323  ELLIP H (01/13/95)  -21.32   (m)                       GP(       ) 3 2
 BK3323  NAD 83(1992)-  30 16 55.70968(N)    093 18 52.36189(W) AD(       ) 1
 BK3323  ELLIP H (01/21/93)  -21.39   (m)                       GP(       ) 4 2
 BK3323  NAD 83(1986)-  30 16 55.73112(N)    093 18 52.35283(W) AD(       ) 1
 BK3323  NGVD 29 (05/20/88)    5.9    (m)           19.     (f) GPS OBS        
 BK3323
 BK3323.Superseded values are not recommended for survey control.
 BK3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3323.See file dsdata.txt to determine how the superseded data were derived.
 BK3323
 BK3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6974950091(NAD 83)
 BK3323_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3323_STAMPING: POWERLINE 1987
 BK3323_MARK LOGO: NGS   
 BK3323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3323+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 BK3323
 BK3323  HISTORY     - Date     Condition        Report By
 BK3323  HISTORY     - 1987     MONUMENTED       LADTD
 BK3323  HISTORY     - 19910109 GOOD             VFM
 BK3323  HISTORY     - 19970208 GOOD             USPSQD
 BK3323
 BK3323                          STATION DESCRIPTION
 BK3323
 BK3323'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3323'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) NORTHWEST OF WESTLAKE,
 BK3323'8 KM (5 MI) NORTHEAST OF SULPHUR ALONG THE RIGHT-OF-WAY OF STATE
 BK3323'HIGHWAY 379, AT A TRANSMISSION LINE CROSSING.
 BK3323'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3323'
 BK3323'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 378 AND
 BK3323'379 IN WESTLAKE, GO WEST FOR 0.87 KM (0.55 MI) ON HIGHWAY 379 TO A
 BK3323'ROAD RIGHT.
 BK3323'TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) ON HIGHWAY 379 TO A
 BK3323'FORK.
 BK3323'TURN LEFT AND GO WEST FOR 4 KM (2.5 MI) ON HIGHWAY 379 TO THE
 BK3323'EMPLOYEE ENTRANCE TO THE GULF STATES UTILITIES PLANT.
 BK3323'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.5 KM (0.9 MI) ON HIGHWAY
 BK3323'379 TO THE STATION ON THE LEFT.
 BK3323'
 BK3323'THE STATION IS A STANDARD NGS DISK
 BK3323'STAMPED---POWERLINE 1987---,
 BK3323'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3323'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3323'13.1 METERS (43 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 BK3323'2.6 METERS (8.5 FT) SOUTHEAST FROM A UTILITY POLE,
 BK3323'0.4 METERS (1.5 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST AND
 BK3323'6 METERS (19.5 FT) NORTHWEST FROM THE CENTER ONE OF THREE OVERHEAD
 BK3323'LINES.
 BK3323'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 BK3323'STAMPED---POWERLINE 1987---,
 BK3323'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3323'
 BK3323'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3323'STAMPED---POWERLINE 1987---,
 BK3323'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3323'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BK3323'11.3 METERS (37 FT) NORTHEAST FROM THE HIGHWAY CENTER,
 BK3323'0.5 METERS (1.5 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST,
 BK3323'21.9 METERS (72 FT) SOUTHEAST FROM A TELEPHONE PEDESTAL AND POST,
 BK3323'5.8 METERS (32 FT) EAST-NORTHEAST FROM THE CENTER OF AN X PAINTED
 BK3323'IN THE ROAD FOR A RAILROAD CROSSING AND
 BK3323'207 METERS (679 FT) SOUTHEAST FROM A RAILROAD CROSSING.
 BK3323'TO REACH THE AZIMUTH FROM THE STATION,
 BK3323'GO SOUTH FOR 0.43 KM (0.3 MI) ON HIGHWAY 379 TO THE MARK ON THE
 BK3323'LEFT.
 BK3323
 BK3323                          STATION RECOVERY (1991)
 BK3323
 BK3323'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3323'RECOVERED AS DESCRIBED.
 BK3323
 BK3323                          STATION RECOVERY (1997)
 BK3323
 BK3323'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3324 ***********************************************************************
 BK3324  DESIGNATION -  POWERLINE AZ MK
 BK3324  PID         -  BK3324
 BK3324  STATE/COUNTY-  LA/CALCASIEU
 BK3324  USGS QUAD   -  BUHLER (1975)
 BK3324
 BK3324                         *CURRENT SURVEY CONTROL
 BK3324  ___________________________________________________________________
 BK3324* NAD 83(1992)-  30 16 48.14685(N)    093 18 38.70142(W)     ADJUSTED  
 BK3324* NAVD 88     -         6.   **(meters)      20.   **(feet)  VERTCON   
 BK3324  **This station is located in a subsidence area (see below).
 BK3324  ___________________________________________________________________
 BK3324  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK3324  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3324
 BK3324  HORZ ORDER  -  SECOND
 BK3324
 BK3324.The horizontal coordinates were established by classical geodetic methods
 BK3324.and adjusted by the National Geodetic Survey in January 1993..
 BK3324.No horizontal observational check was made to the station.
 BK3324
 BK3324 ** The orthometric height has not been validated since last determined
 BK3324 ** by differential leveling and should not be used for control purposes.
 BK3324 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3324 ** area with valid NAVD 88 orthometric heights.
 BK3324 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3324 ** epoch indicated which incorporates improved geoid heights for the
 BK3324 ** Southern Louisiana Subsidence area.
 BK3324 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3324
 BK3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3324
 BK3324.The geoid height was determined by GEOID03.
 BK3324
 BK3324;                    North         East     Units Scale Factor Converg.
 BK3324;SPC LA S     -   198,949.542   809,765.668   MT  0.99993757   -0 59 19.4
 BK3324;SPC LA S     -   652,720.29  2,656,706.20   sFT  0.99993757   -0 59 19.4
 BK3324;UTM  15      - 3,349,857.669   470,113.278   MT  0.99961102   -0 09 24.1
 BK3324
 BK3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3324!SPC LA S     -   1.00000335  x   0.99993757  =   0.99994092
 BK3324!UTM  15      -   1.00000335  x   0.99961102  =   0.99961437
 BK3324
 BK3324                          SUPERSEDED SURVEY CONTROL
 BK3324
 BK3324  NAD 83(1986)-  30 16 48.16831(N)    093 18 38.69236(W) AD(       ) 2
 BK3324  NGVD 29 (05/20/88)    6.     (m)           20.     (f) VERT ANG       
 BK3324
 BK3324.Superseded values are not recommended for survey control.
 BK3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3324.See file dsdata.txt to determine how the superseded data were derived.
 BK3324
 BK3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7011349858(NAD 83)
 BK3324_MARKER: DZ = AZIMUTH MARK DISK
 BK3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3324_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3324+STABILITY: SURFACE MOTION
 BK3324
 BK3324  HISTORY     - Date     Condition        Report By
 BK3324  HISTORY     - 1987     MONUMENTED       LADTD
 BK3324  HISTORY     - 19970208 GOOD             USPSQD
 BK3324  HISTORY     - 20040419 GOOD             USPSQD
 BK3324
 BK3324                          STATION DESCRIPTION
 BK3324
 BK3324'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3324'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) NORTHWEST OF WESTLAKE,
 BK3324'8 KM (5 MI) NORTHEAST OF SULPHUR, ALONG THE RIGHT-OF-WAY OF STATE
 BK3324'HIGHWAY 379.
 BK3324'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3324'
 BK3324'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 378 AND 379
 BK3324'IN WESTLAKE, GO WEST FOR 0.87 KM (0.55 MI) ON HIGHWAY 379 TO A ROAD
 BK3324'ON THE RIGHT.
 BK3324'TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) ON HIGHWAY 379 TO A
 BK3324'FORK.
 BK3324'TURN LEFT AND GO NORTH FOR 4 KM (2.5 MI) ON HIGHWAY 379 TO THE
 BK3324'EMPLOYEE ENTRANCE TO THE GULF STATES UTILITIES PLANT.
 BK3324'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1 KM (0.6 MI) ON HIGHWAY
 BK3324'379 TO THE AZIMUTH MARK ON THE RIGHT.
 BK3324'
 BK3324'THE STATION IS A STANDARD NGS DISK
 BK3324'STAMPED---POWERLINE 1987---,
 BK3324'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3324'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BK3324'207 METERS (679 FT) SOUTHEAST FROM A RAILROAD CROSSING,
 BK3324'21.9 METERS (72 FT) SOUTHEAST FROM A TELEPHONE PEDESTAL AND POST,
 BK3324'11.3 METERS (37 FT) NORTHEAST FROM THE HIGHWAY CENTER,
 BK3324'9.8 METERS (32.5 FT) EAST-NORTHEAST FROM THE CENTER OF AN X PAINTED
 BK3324'IN THE ROAD FOR A RAILROAD CROSSING AND
 BK3324'0.5 METERS (1.5 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 BK3324
 BK3324                          STATION RECOVERY (1997)
 BK3324
 BK3324'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3324'RECOVERED IN GOOD CONDITION.
 BK3324
 BK3324                          STATION RECOVERY (2004)
 BK3324
 BK3324'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2178 ***********************************************************************
 BK2178  DESIGNATION -  PP 100
 BK2178  PID         -  BK2178
 BK2178  STATE/COUNTY-  LA/VERNON
 BK2178  USGS QUAD   -  ROSEPINE (1994)
 BK2178
 BK2178                         *CURRENT SURVEY CONTROL
 BK2178  ___________________________________________________________________
 BK2178* NAD 83(1986)-  30 59 34.     (N)    093 16 53.     (W)     SCALED    
 BK2178* NAVD 88     -        90.73   (+/-2cm)     297.7    (feet)  VERTCON   
 BK2178  ___________________________________________________________________
 BK2178  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BK2178
 BK2178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK2178
 BK2178.The horizontal coordinates were scaled from a topographic map and have
 BK2178.an estimated accuracy of +/- 6 seconds.
 BK2178
 BK2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2178.The vertical order pertains to the NGVD 29 superseded value.
 BK2178
 BK2178.The geoid height was determined by GEOID03.
 BK2178
 BK2178;                    North         East    Units  Estimated Accuracy
 BK2178;SPC LA N     -    54,910.      925,370.      MT  (+/- 180 meters Scaled)
 BK2178
 BK2178                          SUPERSEDED SURVEY CONTROL
 BK2178
 BK2178  NGVD 29 (??/??/??)   90.874  (m)          298.14   (f) ADJUSTED    2 0
 BK2178
 BK2178.Superseded values are not recommended for survey control.
 BK2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2178.See file dsdata.txt to determine how the superseded data were derived.
 BK2178
 BK2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ731288(NAD 83)
 BK2178_MARKER: DB = BENCH MARK DISK
 BK2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2178_STAMPING: PP 100 1938
 BK2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2178+STABILITY: SURFACE MOTION
 BK2178
 BK2178  HISTORY     - Date     Condition        Report By
 BK2178  HISTORY     - 1938     MONUMENTED       CGS
 BK2178  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK2178
 BK2178                          STATION DESCRIPTION
 BK2178
 BK2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BK2178'10.7 MI S FROM LEESVILLE.
 BK2178'10.7 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK2178'STATION AT LEESVILLE, VERNON PARISH, 0.5 MILE NORTH OF A WATER TANK,
 BK2178'0.1 MILE SOUTH OF MILEPOST 679, AT THE SOUTH END OF A SMALL CUT, AT
 BK2178'THE CROSSING OF AN OLD ROAD LEADING EAST TO A HOUSE WITH THREE LARGE
 BK2178'SYCAMORE TREES, AND 12 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 BK2178'STANDARD DISK, STAMPED PP 100 1938  AND SET IN THE TOP OF A CONCRETE
 BK2178'POST.
 BK2178
 BK2178                          STATION RECOVERY (2001)
 BK2178
 BK2178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK2178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0799 ***********************************************************************
 BJ0799  DESIGNATION -  PP 17
 BJ0799  PID         -  BJ0799
 BJ0799  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0799  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0799
 BJ0799                         *CURRENT SURVEY CONTROL
 BJ0799  ___________________________________________________________________
 BJ0799* NAD 83(1986)-  30 27 42.     (N)    091 14 58.     (W)     SCALED    
 BJ0799* NAVD 88     -         6.26   (+/-2cm)      20.5    (feet)  VERTCON   
 BJ0799  ___________________________________________________________________
 BJ0799  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0799
 BJ0799  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0799
 BJ0799.The horizontal coordinates were scaled from a topographic map and have
 BJ0799.an estimated accuracy of +/- 6 seconds.
 BJ0799
 BJ0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0799.The vertical order pertains to the NGVD 29 superseded value.
 BJ0799
 BJ0799.The geoid height was determined by GEOID03.
 BJ0799
 BJ0799;                    North         East    Units  Estimated Accuracy
 BJ0799;SPC LA S     -   217,450.    1,008,060.      MT  (+/- 180 meters Scaled)
 BJ0799
 BJ0799                          SUPERSEDED SURVEY CONTROL
 BJ0799
 BJ0799  NGVD 29 (??/??/??)    6.252  (m)           20.51   (f) ADJUSTED    1 2
 BJ0799
 BJ0799.Superseded values are not recommended for survey control.
 BJ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0799.See file dsdata.txt to determine how the superseded data were derived.
 BJ0799
 BJ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP680712(NAD 83)
 BJ0799_MARKER: DB = BENCH MARK DISK
 BJ0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0799_SP_SET: CULVERT
 BJ0799_STAMPING: PP 17 1934
 BJ0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0799
 BJ0799  HISTORY     - Date     Condition        Report By
 BJ0799  HISTORY     - 1934     MONUMENTED       CGS
 BJ0799  HISTORY     - 1965     GOOD             CGS
 BJ0799  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0799
 BJ0799                          STATION DESCRIPTION
 BJ0799
 BJ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0799'3.2 MI W FROM PORT ALLEN.
 BJ0799'ABOUT 3.2 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE
 BJ0799'AT PORT ALLEN, IN FRACTIONAL SECTION 65, T 7 S, R 12 E, 101 FEET NORTH
 BJ0799'OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAYS 76, 415 AND 986,
 BJ0799'17 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 415, SET IN THE
 BJ0799'CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF A DOUBLE-CHANNEL
 BJ0799'CONCRETE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ0799
 BJ0799                          STATION RECOVERY (1976)
 BJ0799
 BJ0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0799'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 BJ0799'THE HEAD WALL WAS CONSTRUCTED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0652 ***********************************************************************
 AV0652  DESIGNATION -  PRAIRIE
 AV0652  PID         -  AV0652
 AV0652  STATE/COUNTY-  LA/VERMILION
 AV0652  USGS QUAD   -  PUMPKIN ISLANDS (1979)
 AV0652
 AV0652                         *CURRENT SURVEY CONTROL
 AV0652  ___________________________________________________________________
 AV0652* NAD 83(1992)-  29 44 47.06679(N)    092 19 38.57954(W)     ADJUSTED  
 AV0652* NAVD 88     -         6.5  **(meters)      21.   **(feet)  VERTCON   
 AV0652  **This station is located in a subsidence area (see below).
 AV0652  ___________________________________________________________________
 AV0652  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AV0652  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AV0652
 AV0652  HORZ ORDER  -  FIRST
 AV0652
 AV0652.The horizontal coordinates were established by classical geodetic methods
 AV0652.and adjusted by the National Geodetic Survey in January 1993..
 AV0652
 AV0652 ** The orthometric height has not been validated since last determined
 AV0652 ** by differential leveling and should not be used for control purposes.
 AV0652 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0652 ** area with valid NAVD 88 orthometric heights.
 AV0652 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0652 ** epoch indicated which incorporates improved geoid heights for the
 AV0652 ** Southern Louisiana Subsidence area.
 AV0652 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0652
 AV0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0652
 AV0652.The geoid height was determined by GEOID03.
 AV0652
 AV0652;                    North         East     Units Scale Factor Converg.
 AV0652;SPC LA S     -   138,574.635   903,852.311   MT  0.99993555   -0 29 49.3
 AV0652;SPC LA S     -   454,640.28  2,965,388.79   sFT  0.99993555   -0 29 49.3
 AV0652;UTM  15      - 3,290,875.198   565,037.400   MT  0.99965219   +0 20 01.5
 AV0652
 AV0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0652!SPC LA S     -   1.00000309  x   0.99993555  =   0.99993864
 AV0652!UTM  15      -   1.00000309  x   0.99965219  =   0.99965528
 AV0652
 AV0652|---------------------------------------------------------------------|
 AV0652| PID    Reference Object                     Distance      Geod. Az  |
 AV0652|                                                           dddmmss.s |
 AV0652| CV9306 PRAIRIE RM 2                         25.200 METERS 04621     |
 AV0652| CV9307 PRAIRIE RM 3                                       1863731.3 |
 AV0652| CV9305 PRAIRIE RM 1                         27.638 METERS 19413     |
 AV0652|---------------------------------------------------------------------|
 AV0652
 AV0652                          SUPERSEDED SURVEY CONTROL
 AV0652
 AV0652  NAD 83(1986)-  29 44 47.08588(N)    092 19 38.57255(W) AD(       ) 1
 AV0652  NAD 27      -  29 44 46.31812(N)    092 19 38.09367(W) AD(       ) 1
 AV0652  NGVD 29 (07/19/86)    6.5    (m)           21.     (f) VERT ANG       
 AV0652
 AV0652.Superseded values are not recommended for survey control.
 AV0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0652.See file dsdata.txt to determine how the superseded data were derived.
 AV0652
 AV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6503790875(NAD 83)
 AV0652_MARKER: DD = SURVEY DISK
 AV0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0652_SP_SET: CONCRETE POST
 AV0652_STAMPING: PRAIRIE 1974
 AV0652_MARK LOGO: NGS   
 AV0652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AV0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0652+STABILITY: SURFACE MOTION
 AV0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0652+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 AV0652
 AV0652  HISTORY     - Date     Condition        Report By
 AV0652  HISTORY     - 1974     MONUMENTED       NGS
 AV0652  HISTORY     - 1974     GOOD             NGS
 AV0652  HISTORY     - 19910201 GOOD             NOS
 AV0652
 AV0652                          STATION DESCRIPTION
 AV0652
 AV0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0652'THE STATION IS LOCATED 18 MILES SOUTH OF KAPLAN, 11 MILES SOUTHWEST
 AV0652'OF INTRACOASTAL CITY, 10 MILES NORTHEAST OF PECAN ISLAND, IN A SMALL
 AV0652'SETTLEMENT KNOWN AS LITTLE PRAIRIE RIDGE, ABOUT 250 FEET NORTH OF
 AV0652'THE OLD INTRACOASTAL WATERWAY (SCHOONER BAYOU) AND ON PROPERTY
 AV0652'OWNED BY THE BEN HEBERT ESTATE.  THIS PROPERTY IS BEING LEASED BY
 AV0652'MR. ROY GREENE, WHO LIVES IN KAPLAN.  (TELEPHONE NUMBER 643-7136).
 AV0652'
 AV0652'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 35,
 AV0652'11-1/2 MILES SOUTH OF KAPLAN, GO SOUTHERLY ON HIGHWAY 82 FOR 9.0
 AV0652'MILES TO A WIRE GATE ON THE LEFT JUST BEFORE REACHING A BRIDGE OVER
 AV0652'THE OLD INTRACOASTAL WATERWAY.  (TO REACH REFERENCE MARK 3 FROM
 AV0652'HERE, CONTINUE SOUTHERLY ON HIGHWAY 82 FOR 0.3 MILE TO THE MARK ON
 AV0652'THE LEFT.) TURN LEFT, PASS THROUGH THE GATE AND GO EAST ON A
 AV0652'TRACK ROAD FOR 0.05 MILE TO THE EAST END OF A SMALL RIDGE ON THE
 AV0652'RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHWEST ON A DIM TRACK ROAD
 AV0652'FOR 0.05 MILE TO THE HIGHEST POINT ON THE RIDGE AND THE STATION.
 AV0652'
 AV0652'STATION MARK, STAMPED PRAIRIE 1973, IS A STANDARD DISK SET IN A
 AV0652'ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH.  THE UNDERGROUND DISK
 AV0652'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND.
 AV0652'IT IS 131 FEET NORTH OF A POWER POLE, 91 FEET NORTH OF THE METAL
 AV0652'WITNESS POST SET AT REFERENCE MARK 1, 84 FEET SOUTHWEST OF THE
 AV0652'METAL WITNESS POST SET AT REFERENCE MARK 2 AND 5 FEET SOUTHEAST OF
 AV0652'THE METAL WITNESS POST SET AT THE STATION.
 AV0652'
 AV0652'REFERENCE MARK 1, STAMPED PRAIRIE NO 1 1973 IS A STANDARD DISK SET
 AV0652'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 94 FEET
 AV0652'SOUTH OF THE METAL WITNESS POST SET AT THE STATION, 52 FEET
 AV0652'NORTHWEST OF THE POWER POLE AND 2 FEET EAST OF THE METAL WITNESS
 AV0652'POST SET AT REFERENCE MARK 1.
 AV0652'
 AV0652'REFERENCE MARK 2, STAMPED PRAIRIE NO 2 1973 IS A STANDARD DISK SET
 AV0652'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 194 FEET
 AV0652'NORTH OF THE POWER POLE, 82 FEET NORTHEAST OF THE METAL WITNESS
 AV0652'POST SET AT THE STATION AND 1.5 FEET SOUTH OF THE METAL WITNESS
 AV0652'POST SET AT REFERENCE MARK 2.
 AV0652'
 AV0652'REFERENCE MARK 3, STAMPED PRAIRIE NO 3 1973 IS A STANDARD DISK SET
 AV0652'IN A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 19.5 FEET
 AV0652'SOUTHEAST OF THE CENTER OF HIGHWAY 82, 13 FEET NORTHWEST OF THE
 AV0652'NORTHWEST EDGE OF A CANAL AND 1.5 FEET NORTH OF A METAL WITNESS
 AV0652'POST.
 AV0652'
 AV0652'NEAREST TOWN--INTRACOASTAL CITY.
 AV0652'
 AV0652'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 AV0652
 AV0652                          STATION RECOVERY (1974)
 AV0652
 AV0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AV0652'RECOVERED IN GOOD CONDITION.
 AV0652
 AV0652                          STATION RECOVERY (1991)
 AV0652
 AV0652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AV0652'THE STATION IS LOCATED 18 MILES SOUTH OF KAPLAN, 11 MILES
 AV0652'SOUTHWEST OF INTRACOASTAL CITY, 10 MILES SORTHEAST OF PECAN ISLAND IN
 AV0652'A SMALL SETTLEMENT KNOWN AS LITTLE PRAIRIE RIDGE, ABOUT 250 NORTH OF
 AV0652'THE OLD INTRACOASTAL WATERWAY (SCHOONER BAYOU) AND ON PROPERTY OWNED
 AV0652'BY THE BEN HEBERT ESTATE.  THIS PROPERTY IS BEING LEASED BY MR. ROY
 AV0652'GREENE, WHO LIVES IN KAPLAN. (PHONE 643-7136).
 AV0652'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 35
 AV0652'11.5 MI (18.51 KM) SOUTH OF KAPLAN, GO SOUTHERLY ON HIGHWAY 82 FOR
 AV0652'9.0 MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT ON THE TRACK ROAD
 AV0652'FOR 0.05 MI (0.08 KM) TO THE EAST END OF A SMALL RIDGE ON THE RIGHT.
 AV0652'TURN RIGHT AND GO SOUTH AND SOUTHWEST ON A DIM TRACK ROAD FOR 0.05
 AV0652'MI (0.08 KM) TO THE HIGHEST POINT ON THE RIDGE AND THE STATION.
 AV0652'THE STATION MARK, STAMPED ---PRAIRIE 1973---, IS A STANDARD DISK
 AV0652'SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH.  THE
 AV0652'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 AV0652'BELOW THE GROUND.  IT IS 131 FT (39.93 M) NORTH OF A POWER POLE, 91
 AV0652'FT (27.74 M) NORTH OF THE METAL WITNESS POST SET AT REFERENCE MARK 1,
 AV0652'84 FT (25.60 M) SOUTHWEST OF THE METAL WITNESS POST SET AT REFERENCE
 AV0652'MARK 2, AND 5 FT (1.52 M) SOUTHEAST OF THE METAL WITNESS POST SET AT
 AV0652'THE STATION.  DUE TO CONSTRUCTION IN THE AREA, IT IS POSSIBLE THAT
 AV0652'THE STATION MAY BE DESTROYED IN THE NEAR FUTURE.
 AV0652'DESCRIBED BY G. LANESE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2938 ***********************************************************************
 BX2938  DESIGNATION -  PRAIRIE
 BX2938  PID         -  BX2938
 BX2938  STATE/COUNTY-  LA/VERNON
 BX2938  USGS QUAD   -  DOWDEN CREEK (1994)
 BX2938
 BX2938                         *CURRENT SURVEY CONTROL
 BX2938  ___________________________________________________________________
 BX2938* NAD 83(1992)-  31 17 10.38382(N)    093 16 14.78613(W)     ADJUSTED  
 BX2938* NAVD 88     -       138.52   (+/-2cm)     454.5    (feet)  VERTCON   
 BX2938  ___________________________________________________________________
 BX2938  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 BX2938  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX2938
 BX2938  HORZ ORDER  -  FIRST
 BX2938  VERT ORDER  -  THIRD ? (See Below)
 BX2938
 BX2938.The horizontal coordinates were established by classical geodetic methods
 BX2938.and adjusted by the National Geodetic Survey in January 1993..
 BX2938
 BX2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2938.The vertical order pertains to the NGVD 29 superseded value.
 BX2938
 BX2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2938
 BX2938.The geoid height was determined by GEOID03.
 BX2938
 BX2938;                    North         East     Units Scale Factor Converg.
 BX2938;SPC LA N     -    87,434.148   926,611.036   MT  0.99997504   -0 24 27.0
 BX2938;SPC LA N     -   286,856.87  3,040,056.37   sFT  0.99997504   -0 24 27.0
 BX2938;UTM  15      - 3,461,354.377   474,227.765   MT  0.99960819   -0 08 26.2
 BX2938
 BX2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2938!SPC LA N     -   0.99998241  x   0.99997504  =   0.99995745
 BX2938!UTM  15      -   0.99998241  x   0.99960819  =   0.99959060
 BX2938
 BX2938|---------------------------------------------------------------------|
 BX2938| PID    Reference Object                     Distance      Geod. Az  |
 BX2938|                                                           dddmmss.s |
 BX2938| CV9086 PRAIRIE RM 1                         32.175 METERS 06910     |
 BX2938| CV9085 PRAIRIE AZ MK                                      2483003.4 |
 BX2938| CV9087 PRAIRIE RM 2                         41.084 METERS 32201     |
 BX2938|---------------------------------------------------------------------|
 BX2938
 BX2938                          SUPERSEDED SURVEY CONTROL
 BX2938
 BX2938  NAD 83(1986)-  31 17 10.39877(N)    093 16 14.77946(W) AD(       ) 1
 BX2938  NAD 27      -  31 17 09.74373(N)    093 16 14.17875(W) AD(       ) 1
 BX2938  NGVD 29 (07/19/86)  138.60   (m)          454.7    (f) LEVELING    3  
 BX2938
 BX2938.Superseded values are not recommended for survey control.
 BX2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2938.See file dsdata.txt to determine how the superseded data were derived.
 BX2938
 BX2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7422861354(NAD 83)
 BX2938_MARKER: DS = TRIANGULATION STATION DISK
 BX2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2938
 BX2938  HISTORY     - Date     Condition        Report By
 BX2938  HISTORY     - 1941     MONUMENTED       CGS
 BX2938  HISTORY     - 1943     GOOD             USE
 BX2938  HISTORY     - 1952     GOOD             AMS
 BX2938  HISTORY     - 1962     GOOD             LOCSUR
 BX2938  HISTORY     - 1972     GOOD             NGS
 BX2938  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2938
 BX2938                          STATION DESCRIPTION
 BX2938
 BX2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2938'STATION IS ABOUT 4-1/2 MILES NE OF ANACOCO ON A HIGH PROMINENT
 BX2938'GRASSY HILL SPARSELY COVERED WITH PINE TREES, 90 YARDS S OF
 BX2938'A GRADED DIRT ROAD, 58 FEET NW OF A TRIANGULAR BLAZED 10-INCH
 BX2938'PINE TREE AND 6-1/2 FEET SE OF WHITE REFERENCE POST.  IT IS
 BX2938'STAMPED PRAIRE 1941 AND PROJECTS 6 INCHES.
 BX2938'
 BX2938'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2938'BRONZE DISKS SET IN CONCRETE.
 BX2938'
 BX2938'REFERENCE MARK NO. 1 IS ENE OF THE STATION 97 FEET NE OF
 BX2938'TRIANGULAR-BLAZED 10-INCH PINE TREE.  IT IS STAMPED PRAIRE
 BX2938'NO. 1 1941 AND PROJECTS 4 INCHES.
 BX2938'
 BX2938'REFERENCE MARK NO. 2 IS NW OF THE STATION 149 FEET S OF THE
 BX2938'CENTER LINE OF THE GRADED DIRT ROAD.  IT IS STAMPED PRAIRE
 BX2938'NO. 2 1941 AND PROJECTS 6 INCHES.
 BX2938'
 BX2938'THE AZIMUTH MARK IS 0.7 MILE WSW OF THE STATION 25 FEET N
 BX2938'OF THE CENTER LINE OF GRADED DIRT ROAD AND 4-1/2 FEET E OF
 BX2938'WHITE REFERENCE POST.  IT IS STAMPED PRAIRE 1941 AND PROJECTS
 BX2938'6 INCHES.
 BX2938'
 BX2938'TO REACH FROM ANACOCO GO E ON STATE HIGHWAY 414 FOR 3.3 MILES
 BX2938'AND TURN LEFT, N, ON GRADED DIRT ROAD, GO 1.55 MILES AND
 BX2938'TAKE RIGHT FORK, EASTERLY, GO 0.3 MILE TO THE AZIMUTH MARK
 BX2938'ON THE LEFT SIDE OF THE ROAD, CONTINUE 0.7 MILE TO THE STATION
 BX2938'ON SMALL HILL S OF THE ROAD.
 BX2938'
 BX2938'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX2938
 BX2938                          STATION RECOVERY (1943)
 BX2938
 BX2938'RECOVERY NOTE BY US ENGINEERS 1943
 BX2938'$
 BX2938'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 BX2938'CONDITION AS DESCRIBED.
 BX2938
 BX2938                          STATION RECOVERY (1952)
 BX2938
 BX2938'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BX2938'STATION RECOVERED AS DESCRIBED.
 BX2938
 BX2938                          STATION RECOVERY (1962)
 BX2938
 BX2938'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 BX2938'RECOVERED BY BROWN AND BUTLER
 BX2938'
 BX2938'STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS STAMPED
 BX2938'PRAIRIE 1941.
 BX2938'
 BX2938'REFERENCE MARK NO. 1 WAS ALSO RECOVERED IN GOOD CONDITION
 BX2938'AND IS STAMPED PRAIRIE NO. 1 AND IS ENE OF STATION, A DISTANCE
 BX2938'OF 97 FT.
 BX2938
 BX2938                          STATION RECOVERY (1972)
 BX2938
 BX2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2938'5 KGS. TENSION ON REFERENCE MARKS.  UNABLE TO MEASURE BETWEEN
 BX2938'REFERENCE MARKS DUE TO SLOPE OF HILL AND TREES.
 BX2938'
 BX2938'THE STATION SURFACE MARK, REFERENCE MARK 1 AND 2 AND THE
 BX2938'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE HORIZONAL
 BX2938'DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE A DIFFERENCE
 BX2938'THE HORIZONAL DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE
 BX2938'A DIFFERENCE OF 6 MINUTES.  THE DISTANCE TO REFERENCE 1 CHECKED
 BX2938'ADEQUATELY, BUT THE DISTANCE TO REFERENCE MARK 2 WAS FOUND
 BX2938'TO BE 0.058 METERS LONGER AND THE HORIZONAL DIRECTION TO
 BX2938'REFERENCE MARK 2 WAS FOUND TO BE A DIFFERENCE OF 2 MINUTES.
 BX2938'THE HORIZONAL DIRECTION TO THE AZIMUTH MARK WAS FOUND TO BE
 BX2938'A DIFFERENCE OF 10 SECONDS.  FOLLOWING IS A NEW AND COMPLETE
 BX2938'DESCRIPTION.
 BX2938'
 BX2938'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF HORNBECK,
 BX2938'7 MILES NORTH-NORTHEAST OF HAWTHORNE AND 5 MILES NORTHEAST
 BX2938'OF ANACOCO AND ON LAND OWNED BY POWELL LUMBER COMPANY, POST
 BX2938'OFFICE DRAWER P, LAKE CHARLES, LOUISIANA 70601.
 BX2938'
 BX2938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BX2938'AND STATE HIGHWAY 111 IN ANACOCO, GO EASTERLY ON STATE HIGHWAY
 BX2938'111 FOR 3.25 MILES TO A PAVED ROAD LEFT AT SIGN.  COLD SPRINGS
 BX2938'BAPTIST CHURCH 1 MILE, TURN LEFT AND GO NORTHERLY ON PAVED
 BX2938'ROAD FOR 1.1 MILE TO THE CHURCH ON THE LEFT AND END OF PAVEMENT,
 BX2938'CONTINUE AHEAD ON GRADED ROAD FOR 0.5 MILE TO A FORK, BEAR
 BX2938'RIGHT AND GO EASTERLY ON BLADED ROAD FOR 0.25 MILE TO THE
 BX2938'AZIMUTH MARK ON THE LEFT, CONTINUE EASTERLY ON BLADED ROAD
 BX2938'FOR 0.65 MILE TO A TRACK ROAD RIGHT, CONTINUE EASTERLY FOR
 BX2938'0.4 MILE TO A BLADED ROAD ON THE LEFT AND A TRACK ROAD SHARP
 BX2938'RIGHT, TURN SHARP RIGHT AND GO WEST-SOUTHWESTERLY ON TRACK
 BX2938'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BX2938'
 BX2938'THE STATION MARKS ARE STANDARD DISKS STAMPED PRAIRE 1941.
 BX2938'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BX2938'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 BX2938'IT IS 61 FEET WEST-NORTHWEST OF A TWIN TRUNK PINE TREE, 16
 BX2938'FEET NORTHEAST OF A 12 INCH PINE TREE AND 12 FEET SOUTH-SOUTHEAST
 BX2938'OF THE APPROXIMATE CENTER OF THE TRACK ROAD.  THE UNDERGROUND
 BX2938'DISKS IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 BX2938'INCHES BELOW THE GROUND SURFACE.
 BX2938'
 BX2938'REFERENCE MARK 1, A STANDARD DISK STAMPED PRAIRE NO 1 1941,
 BX2938'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BX2938'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET
 BX2938'NORTH-NORTHEAST OF THE TWIN TRUNK PINE TREE, 30 FEET
 BX2938'WEST-SOUTHWEST OF A 14 INCH PINE TREE AND 10 FEET NORTH OF THE
 BX2938'APPROXIMATE CENTER OF THE TRACK ROAD.
 BX2938'
 BX2938'REFERENCE MARK 2, A STANDARD DISK STAMPED PRAIRE NO 2 1941,
 BX2938'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BX2938'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 149 FEET
 BX2938'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE BLADED ROAD,
 BX2938'122 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A
 BX2938'TRACK ROAD AND 7 FEET SOUTHWEST OF A 12 INCH PINE TREE.
 BX2938'
 BX2938'AZIMUTH MARK, A STANDARD DISK STAMPED PRAIRE 1941, IS SET
 BX2938'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BX2938'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET SOUTHEAST
 BX2938'OF A 20 INCH PINE TREE AND 25 FEET NORTH OF THE APPROXIMATE
 BX2938'CENTER OF THE BLADED ROAD.
 BX2938'
 BX2938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 BX2938'NORTHEAST OF ANACOCO
 BX2938'
 BX2938'HEIGHT OF LIGHT ABOVE STATION MARK 72.8 FEET.
 BX2938
 BX2938                          STATION RECOVERY (1994)
 BX2938
 BX2938'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1999 ***********************************************************************
 BJ1999  DESIGNATION -  PRE BM WILLIE GIBSON
 BJ1999  PID         -  BJ1999
 BJ1999  STATE/COUNTY-  LA/IBERVILLE
 BJ1999  USGS QUAD   -  GRAND RIVER (1992)
 BJ1999
 BJ1999                         *CURRENT SURVEY CONTROL
 BJ1999  ___________________________________________________________________
 BJ1999* NAD 83(1986)-  30 13 41.     (N)    091 28 28.     (W)     SCALED    
 BJ1999* NAVD 88     -         7.39   (+/-2cm)      24.2    (feet)  VERTCON   
 BJ1999  ___________________________________________________________________
 BJ1999  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ1999
 BJ1999  VERT ORDER  -  ? (See Below)
 BJ1999
 BJ1999.The horizontal coordinates were scaled from a topographic map and have
 BJ1999.an estimated accuracy of +/- 6 seconds.
 BJ1999
 BJ1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1999.The vertical order pertains to the NGVD 29 superseded value.
 BJ1999
 BJ1999.The geoid height was determined by GEOID03.
 BJ1999
 BJ1999;                    North         East    Units  Estimated Accuracy
 BJ1999;SPC LA S     -   191,550.      986,420.      MT  (+/- 180 meters Scaled)
 BJ1999
 BJ1999                          SUPERSEDED SURVEY CONTROL
 BJ1999
 BJ1999  NGVD 29 (??/??/??)    7.417  (m)           24.33   (f) ADJUSTED    ?  
 BJ1999
 BJ1999.Superseded values are not recommended for survey control.
 BJ1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1999.See file dsdata.txt to determine how the superseded data were derived.
 BJ1999
 BJ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP468450(NAD 83)
 BJ1999_MARKER: S = SPIKE
 BJ1999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1999_SP_SET: TREE
 BJ1999_STAMPING: PRE B.M. WILLIE GIBSON 1933
 BJ1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1999
 BJ1999  HISTORY     - Date     Condition        Report By
 BJ1999  HISTORY     - 1933     MONUMENTED       DOD
 BJ1999
 BJ1999                          STATION DESCRIPTION
 BJ1999
 BJ1999'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ1999'2.7 MI S FROM INDIAN VILLAGE.
 BJ1999'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ1999'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 11.9 MILES WEST ALONG
 BJ1999'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ABOUT
 BJ1999'100 FEET EAST OF THE EAST BANK OF BAYOU PIGEON, 30 FEET WEST OF A GAGE
 BJ1999'ON THE LOWER RIVER BANK, IN A SMALL CLEARING, 20 FEET BACK OF THE
 BJ1999'LOWER BANK OF THE RIVER, AT A 14-INCH COTTONWOOD TREE WITH A BRASS
 BJ1999'PLATE STAMPED PRE B.M. WILLIE GIBSON 1933, IN THE DIAMOND BLAZE ON THE
 BJ1999'EAST SIDE OF THE TREE, AND ABOUT 10 FEET HIGHER THAN THE GROUND. A
 BJ1999'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0762 ***********************************************************************
 AV0762  DESIGNATION -  PREMO
 AV0762  PID         -  AV0762
 AV0762  STATE/COUNTY-  LA/CAMERON
 AV0762  USGS QUAD   -  GRAND CHENIER (1980)
 AV0762
 AV0762                         *CURRENT SURVEY CONTROL
 AV0762  ___________________________________________________________________
 AV0762* NAD 83(1992)-  29 50 11.29121(N)    092 57 58.29146(W)     ADJUSTED  
 AV0762* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0762  **This station is located in a subsidence area (see below).
 AV0762  ___________________________________________________________________
 AV0762  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AV0762  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AV0762
 AV0762  HORZ ORDER  -  THIRD
 AV0762
 AV0762.The horizontal coordinates were established by classical geodetic methods
 AV0762.and adjusted by the National Geodetic Survey in January 1993..
 AV0762
 AV0762 ** The orthometric height has not been validated since last determined
 AV0762 ** by differential leveling and should not be used for control purposes.
 AV0762 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0762 ** area with valid NAVD 88 orthometric heights.
 AV0762 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0762 ** epoch indicated which incorporates improved geoid heights for the
 AV0762 ** Southern Louisiana Subsidence area.
 AV0762 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0762.The orthometric height was scaled from a topographic map.
 AV0762
 AV0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0762
 AV0762.The geoid height was determined by GEOID03.
 AV0762
 AV0762;                    North         East     Units Scale Factor Converg.
 AV0762;SPC LA S     -   149,264.485   842,210.280   MT  0.99992984   -0 48 59.2
 AV0762;SPC LA S     -   489,711.90  2,763,151.56   sFT  0.99992984   -0 48 59.2
 AV0762;UTM  15      - 3,300,665.584   503,266.029   MT  0.99960013   +0 01 00.6
 AV0762
 AV0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0762!SPC LA S     -   1.00000386  x   0.99992984  =   0.99993370
 AV0762!UTM  15      -   1.00000386  x   0.99960013  =   0.99960399
 AV0762
 AV0762|---------------------------------------------------------------------|
 AV0762| PID    Reference Object                     Distance      Geod. Az  |
 AV0762|                                                           dddmmss.s |
 AV0762| CV9308 PREMO RM                             59.436 METERS 20243     |
 AV0762| AV0773 GUN                                 APPROX.12.1 KM 3291954.1 |
 AV0762|---------------------------------------------------------------------|
 AV0762
 AV0762                          SUPERSEDED SURVEY CONTROL
 AV0762
 AV0762  NAD 83(1986)-  29 50 11.31600(N)    092 57 58.27830(W) AD(       ) 3
 AV0762  NAD 27      -  29 50 10.54000(N)    092 57 57.72000(W) AD(       ) 3
 AV0762
 AV0762.Superseded values are not recommended for survey control.
 AV0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0762.See file dsdata.txt to determine how the superseded data were derived.
 AV0762
 AV0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0326600666(NAD 83)
 AV0762_MARKER: DD = SURVEY DISK
 AV0762_SETTING: 0 = UNSPECIFIED SETTING
 AV0762
 AV0762  HISTORY     - Date     Condition        Report By
 AV0762  HISTORY     - 1933     MONUMENTED       USGS
 AV0762  HISTORY     - 20050406 MARK NOT FOUND   USPSQD
 AV0762
 AV0762                          STATION DESCRIPTION
 AV0762
 AV0762'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0762'ON LITTLE CHENIER RIDGE ABOUT 6.5 MILES W FROM E END OF
 AV0762'IT.  IT IS 1/4 MILE E OF HOUSE FORMERLY OCCUPIED BY MR. PREMO
 AV0762'AND WAS PREMO POST OFFICE.  ON W SIDE OF BAYOU OR BERME
 AV0762'WHICH CUTS THROUGH THE RIDGE.  ON N EDGE OF THE RIDGE AND
 AV0762'ON W SIDE OF A LARGE OAK TREE.
 AV0762'
 AV0762'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0762'PREMO 1933.
 AV0762'
 AV0762'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0762'TABLET 195 FEET S OF STATION MARK ON OUTSIDE OF FENCE AROUND
 AV0762'PREMO RESIDENCE YARD.
 AV0762'
 AV0762'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0762'ELEVATED 50 FEET.
 AV0762
 AV0762                          STATION RECOVERY (2005)
 AV0762
 AV0762'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6397 ***********************************************************************
 AH6397  DESIGNATION -  PRESQUE ISLE
 AH6397  PID         -  AH6397
 AH6397  STATE/COUNTY-  LA/TERREBONNE
 AH6397  USGS QUAD   -  HOUMA (1980)
 AH6397
 AH6397                         *CURRENT SURVEY CONTROL
 AH6397  ___________________________________________________________________
 AH6397* NAD 83(1992)-  29 34 56.95799(N)    090 39 34.26205(W)     ADJUSTED  
 AH6397* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6397  **This station is located in a subsidence area (see below).
 AH6397  ___________________________________________________________________
 AH6397  X           -     -63,897.408 (meters)                     COMP
 AH6397  Y           -  -5,550,863.416 (meters)                     COMP
 AH6397  Z           -   3,130,198.375 (meters)                     COMP
 AH6397  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6397  ELLIP HEIGHT-         -22.53  (meters)          (02/21/02) GPS OBS
 AH6397  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6397
 AH6397  HORZ ORDER  -  FIRST
 AH6397  ELLP ORDER  -  FIFTH     CLASS I
 AH6397
 AH6397.The horizontal coordinates were established by GPS observations
 AH6397.and adjusted by the National Geodetic Survey in December 1998..
 AH6397
 AH6397 ** The orthometric height has not been validated since last determined
 AH6397 ** by differential leveling and should not be used for control purposes.
 AH6397 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6397 ** area with valid NAVD 88 orthometric heights.
 AH6397 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6397 ** epoch indicated which incorporates improved geoid heights for the
 AH6397 ** Southern Louisiana Subsidence area.
 AH6397 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6397.The orthometric height was determined by GPS observations and a
 AH6397.high-resolution geoid model.
 AH6397
 AH6397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6397
 AH6397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6397
 AH6397.The ellipsoidal height was determined by GPS observations
 AH6397.and is referenced to NAD 83.
 AH6397
 AH6397.The geoid height was determined by GEOID03.
 AH6397
 AH6397;                    North         East     Units Scale Factor Converg.
 AH6397;SPC LA S     -   120,180.653 1,065,280.932   MT  0.99995223   +0 20 12.9
 AH6397;SPC LA S     -   394,292.69  3,495,009.19   sFT  0.99995223   +0 20 12.9
 AH6397;UTM  15      - 3,274,809.849   726,705.613   MT  1.00023420   +1 09 21.4
 AH6397
 AH6397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6397!SPC LA S     -   1.00000354  x   0.99995223  =   0.99995577
 AH6397!UTM  15      -   1.00000354  x   1.00023420  =   1.00023774
 AH6397
 AH6397:                Primary Azimuth Mark                     Grid Az
 AH6397:SPC LA S     -  SBTB 02                                  295 00 24.3
 AH6397:UTM  15      -  SBTB 02                                  294 11 15.8
 AH6397
 AH6397|---------------------------------------------------------------------|
 AH6397| PID    Reference Object                     Distance      Geod. Az  |
 AH6397|                                                           dddmmss.s |
 AH6397| AH6400 SBTB 02                             APPROX. 0.5 KM 2952037.2 |
 AH6397|---------------------------------------------------------------------|
 AH6397
 AH6397                          SUPERSEDED SURVEY CONTROL
 AH6397
 AH6397  ELLIP H (12/17/98)  -22.48   (m)                       GP(       ) 4 2
 AH6397
 AH6397.Superseded values are not recommended for survey control.
 AH6397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6397.See file dsdata.txt to determine how the superseded data were derived.
 AH6397
 AH6397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2670674810(NAD 83)
 AH6397_MARKER: DD = SURVEY DISK
 AH6397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6397_STAMPING: PRESQUE ISLE 1989
 AH6397_MARK LOGO: LA-109
 AH6397_PROJECTION: FLUSH
 AH6397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6397+STABILITY: SURFACE MOTION
 AH6397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6397+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6397
 AH6397  HISTORY     - Date     Condition        Report By
 AH6397  HISTORY     - 1990     MONUMENTED       GSENG
 AH6397
 AH6397                          STATION DESCRIPTION
 AH6397
 AH6397'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6397'MONUMENT IS LOCATED EAST OF THE CITY OF HOUMA, TOWNSHIP 17 SOUTH RANGE
 AH6397'18 EAST SECTION 3, ALONG THE SOUTHERLY SHOULDER OF STATE HIGHWAY 659
 AH6397'APPROXIMATELY 160.00 FT (48.77 M) SOUTHEAST OF THE INTERSECTION OF
 AH6397'VILLAGE EAST BOULEVARD AND HIGHWAY 659.  MONUMENT IS SET ON THE
 AH6397'SHOULDER OF THE HIGHWAY ADJACENT TO A METAL GUARD RAIL NEAR A 72 INCH
 AH6397'DIAMETER TREE STUMP IN THE AREA OF THE PROJECTED DIRECTION
 AH6397'(NORTHWESTERLY) OF THE TERREBONNE AIRPORT RUNWAY.  MONUMENT IS A
 AH6397'TERREBONNE PARISH L.I.S. BRASS DISK THAT IS STAMPED PRESQUE ISLE 1989
 AH6397'AND IS RECESSED 0.35 FT (10.67 CM) BELOW THE GROUND SURFACE. MONUMENT
 AH6397'IS 18.60 FT (5.67 M) NORTHEASTERLY OF A RAILROAD SPIKE IMBEDDED IN A
 AH6397'72 INCH TREE STUMP, 18.42 FT (5.61 M) EASTERLY OF A 6 INCH TREATED
 AH6397'POST WITH NAIL/SHINER SUPPORTING GUARD RAIL, 18.60 FT (5.67 M)
 AH6397'NORTHWESTERLY OF A 6 INCH TREATED POST WITH NAIL/SHINER SUPPORTING
 AH6397'GUARD RAIL.  MONUMENT IS 36.00 FT (10.97 M) SOUTHWEST OF THE
 AH6397'CENTERLINE OF HIGHWAY 659.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6396 ***********************************************************************
 AH6396  DESIGNATION -  PRESQUE ISLE AZ MK
 AH6396  PID         -  AH6396
 AH6396  STATE/COUNTY-  LA/TERREBONNE
 AH6396  USGS QUAD   -  HOUMA (1980)
 AH6396
 AH6396                         *CURRENT SURVEY CONTROL
 AH6396  ___________________________________________________________________
 AH6396* NAD 83(1992)-  29 34 41.95455(N)    090 39 32.29749(W)     ADJUSTED  
 AH6396* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6396  **This station is located in a subsidence area (see below).
 AH6396  ___________________________________________________________________
 AH6396  X           -     -63,847.151 (meters)                     COMP
 AH6396  Y           -  -5,551,091.149 (meters)                     COMP
 AH6396  Z           -   3,129,796.112 (meters)                     COMP
 AH6396  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6396  ELLIP HEIGHT-         -23.57  (meters)          (02/21/02) GPS OBS
 AH6396  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6396
 AH6396  HORZ ORDER  -  FIRST
 AH6396  ELLP ORDER  -  FIFTH     CLASS I
 AH6396
 AH6396.The horizontal coordinates were established by GPS observations
 AH6396.and adjusted by the National Geodetic Survey in December 1998..
 AH6396
 AH6396 ** The orthometric height has not been validated since last determined
 AH6396 ** by differential leveling and should not be used for control purposes.
 AH6396 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6396 ** area with valid NAVD 88 orthometric heights.
 AH6396 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6396 ** epoch indicated which incorporates improved geoid heights for the
 AH6396 ** Southern Louisiana Subsidence area.
 AH6396 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6396.The orthometric height was determined by GPS observations and a
 AH6396.high-resolution geoid model.
 AH6396
 AH6396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6396
 AH6396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6396
 AH6396.The ellipsoidal height was determined by GPS observations
 AH6396.and is referenced to NAD 83.
 AH6396
 AH6396.The geoid height was determined by GEOID03.
 AH6396
 AH6396;                    North         East     Units Scale Factor Converg.
 AH6396;SPC LA S     -   119,719.032 1,065,336.520   MT  0.99995276   +0 20 13.9
 AH6396;SPC LA S     -   392,778.19  3,495,191.57   sFT  0.99995276   +0 20 13.9
 AH6396;UTM  15      - 3,274,348.940   726,767.811   MT  1.00023455   +1 09 21.8
 AH6396
 AH6396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6396!SPC LA S     -   1.00000370  x   0.99995276  =   0.99995646
 AH6396!UTM  15      -   1.00000370  x   1.00023455  =   1.00023825
 AH6396
 AH6396:                Primary Azimuth Mark                     Grid Az
 AH6396:SPC LA S     -  PRESQUE ISLE                             353 08 00.9
 AH6396:UTM  15      -  PRESQUE ISLE                             352 18 53.0
 AH6396
 AH6396|---------------------------------------------------------------------|
 AH6396| PID    Reference Object                     Distance      Geod. Az  |
 AH6396|                                                           dddmmss.s |
 AH6396| AH6397 PRESQUE ISLE                        464.978 METERS 3532814.8 |
 AH6396|---------------------------------------------------------------------|
 AH6396
 AH6396                          SUPERSEDED SURVEY CONTROL
 AH6396
 AH6396  ELLIP H (12/17/98)  -23.52   (m)                       GP(       ) 4 2
 AH6396
 AH6396.Superseded values are not recommended for survey control.
 AH6396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6396.See file dsdata.txt to determine how the superseded data were derived.
 AH6396
 AH6396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2676874349(NAD 83)
 AH6396_MARKER: DZ = AZIMUTH MARK DISK
 AH6396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6396_STAMPING: PRESQUE ISLE AZ MK 1989
 AH6396_MARK LOGO: LA-109
 AH6396_PROJECTION: FLUSH
 AH6396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6396+STABILITY: SURFACE MOTION
 AH6396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6396+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6396
 AH6396  HISTORY     - Date     Condition        Report By
 AH6396  HISTORY     - 1990     MONUMENTED       GSENG
 AH6396
 AH6396                          STATION DESCRIPTION
 AH6396
 AH6396'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6396'MONUMENT IS LOCATED EAST OF THE CITY OF HOUMA NEAR THE NORTHERLY EDGE
 AH6396'OF THE AIRPORT PROPERTY, TOWNSHIP 17 SOUTH RANGE 18 EAST SECTION 3.
 AH6396'MONUMENT IS LOCATED ALONG THE WESTERLY EDGE OF STATE HIGHWAY 24 NEAR
 AH6396'THE INTERSECTION OF THE HOUMA AVIATION ROAD AND HIGHWAY 24.  MONUMENT
 AH6396'IS NEAR THE EDGE OF THE ROAD AND SOUTHEAST OF A BOX CULVERT THAT
 AH6396'CROSSES THE HIGHWAY.  MONUMENT IS A TERREBONNE PARISH BRASS L.I.S.
 AH6396'DISK THAT IS STAMPED PRESQUE ISLE AZ MK 1989 AND IS RECESSED 0.35 FT
 AH6396'(10.67 CM) BELOW THE GROUND SURFACE. MONUMENT IS 19.48 FT (5.94 M)
 AH6396'SOUTHEASTERLY OF A CROSS CHISELED IN THE HEADWALL OF THE BOX CULVERT,
 AH6396'28.26 FT (8.61 M) SOUTHWESTERLY OF A NAIL/SHINER SET AT THE EDGE OF
 AH6396'THE ROAD, 16.67 FT (5.08 M) WEST OF A NAIL/SHINER AT THE EDGE OF THE
 AH6396'ROAD.  MONUMENT IS 27.30 FT (8.32 M) SOUTHWEST OF THE CENTERLINE OF
 AH6396'HIGHWAY 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0724 ***********************************************************************
 AV0724  DESIGNATION -  PRICE
 AV0724  PID         -  AV0724
 AV0724  STATE/COUNTY-  LA/CAMERON
 AV0724  USGS QUAD   -  COLLICON LAKE (1979)
 AV0724
 AV0724                         *CURRENT SURVEY CONTROL
 AV0724  ___________________________________________________________________
 AV0724* NAD 83(1992)-  29 49 44.19529(N)    092 40 42.31404(W)     ADJUSTED  
 AV0724* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0724  **This station is located in a subsidence area (see below).
 AV0724  ___________________________________________________________________
 AV0724  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AV0724  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AV0724
 AV0724  HORZ ORDER  -  THIRD
 AV0724
 AV0724.The horizontal coordinates were established by classical geodetic methods
 AV0724.and adjusted by the National Geodetic Survey in January 1993..
 AV0724
 AV0724 ** The orthometric height has not been validated since last determined
 AV0724 ** by differential leveling and should not be used for control purposes.
 AV0724 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0724 ** area with valid NAVD 88 orthometric heights.
 AV0724 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0724 ** epoch indicated which incorporates improved geoid heights for the
 AV0724 ** Southern Louisiana Subsidence area.
 AV0724 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0724.The orthometric height was scaled from a topographic map.
 AV0724
 AV0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0724
 AV0724.The geoid height was determined by GEOID03.
 AV0724
 AV0724;                    North         East     Units Scale Factor Converg.
 AV0724;SPC LA S     -   148,068.927   870,007.593   MT  0.99993022   -0 40 21.2
 AV0724;SPC LA S     -   485,789.47  2,854,349.91   sFT  0.99993022   -0 40 21.2
 AV0724;UTM  15      - 3,299,874.481   531,068.729   MT  0.99961191   +0 09 35.9
 AV0724
 AV0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0724!SPC LA S     -   1.00000384  x   0.99993022  =   0.99993406
 AV0724!UTM  15      -   1.00000384  x   0.99961191  =   0.99961575
 AV0724
 AV0724|---------------------------------------------------------------------|
 AV0724| PID    Reference Object                     Distance      Geod. Az  |
 AV0724|                                                           dddmmss.s |
 AV0724| CV9309 PRICE RM                             94.488 METERS 20631     |
 AV0724| AV0759 BETTY                               APPROX.10.2 KM 2794649.4 |
 AV0724|---------------------------------------------------------------------|
 AV0724
 AV0724                          SUPERSEDED SURVEY CONTROL
 AV0724
 AV0724  NAD 83(1986)-  29 49 44.21611(N)    092 40 42.30375(W) AD(       ) 3
 AV0724  NAD 27      -  29 49 43.48000(N)    092 40 41.81000(W) AD(       ) 3
 AV0724
 AV0724.Superseded values are not recommended for survey control.
 AV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0724.See file dsdata.txt to determine how the superseded data were derived.
 AV0724
 AV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3106999874(NAD 83)
 AV0724_MARKER: DD = SURVEY DISK
 AV0724_SETTING: 0 = UNSPECIFIED SETTING
 AV0724
 AV0724  HISTORY     - Date     Condition        Report By
 AV0724  HISTORY     - 1933     MONUMENTED       USGS
 AV0724  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0724
 AV0724                          STATION DESCRIPTION
 AV0724
 AV0724'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0724'ON THE SE SIDE OF GRAND LAKE, ON S SPOIL BANK OF AND AT
 AV0724'ENTRANCE OF OLD INTRACOASTAL CANAL TO GRAND LAKE.  ON LAND
 AV0724'OWNED BY MR. PRICE AND 450 FEET N OF HIS HOUSE.
 AV0724'
 AV0724'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0724'PRICE 1933.
 AV0724'
 AV0724'REFERENCE MARK IS 310 FEET S OF STATION MARK AND (NO MEASUREMENT
 AV0724'GIVEN) E OF SHORE OF GRAND LAKE.  IT IS A CONCRETE POST
 AV0724'WITH STANDARD REFERENCE TABLET.  INSTRUMENT AND SIGNAL CENTERED
 AV0724'OVER STATION MARK.  INSTRUMENT ELEVATED 30 FEET.
 AV0724
 AV0724                          STATION RECOVERY (1966)
 AV0724
 AV0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0724'THE STATION WAS VISITED 3/31/66 AND THE STATION WAS FOUND
 AV0724'LYING ON THE GROUND.  THE APPROXIMATE LOCATION OF THE MARK
 AV0724'WAS MARKED BY A 4-INCH IRON PIPE WITH A 3-INCH IRON PIPE
 AV0724'FORMING A CROSS ON ITS TOP.  THIS IS ABOUT 30 FEET SOUTH
 AV0724'OF THE EDGE OF A BAYOU AND AT THE WATERS EDGE AT THE EAST
 AV0724'SHORE OF GRAND LAKE.  THE LOCATION OF THE REFERENCE MARK
 AV0724'WAS ALSO OUT IN THE WATER AT THE EAST SHORE OF THE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3215 ***********************************************************************
 AU3215  DESIGNATION -  PRICE SUGAR MILL STACK
 AU3215  PID         -  AU3215
 AU3215  STATE/COUNTY-  LA/LAFOURCHE
 AU3215  USGS QUAD   -  THIBODAUX (1983)
 AU3215
 AU3215                         *CURRENT SURVEY CONTROL
 AU3215  ___________________________________________________________________
 AU3215* NAD 83(1992)-  29 46 01.36424(N)    090 48 01.22633(W)     ADJUSTED  
 AU3215* NAVD 88     -                                                        
 AU3215  **This station is located in a subsidence area (see below).
 AU3215  ___________________________________________________________________
 AU3215  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3215  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AU3215
 AU3215  HORZ ORDER  -  THIRD
 AU3215
 AU3215.The horizontal coordinates were established by classical geodetic methods
 AU3215.and adjusted by the National Geodetic Survey in January 1993..
 AU3215
 AU3215 ** The orthometric height has not been validated since last determined
 AU3215 ** by differential leveling and should not be used for control purposes.
 AU3215 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3215 ** area with valid NAVD 88 orthometric heights.
 AU3215 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3215 ** epoch indicated which incorporates improved geoid heights for the
 AU3215 ** Southern Louisiana Subsidence area.
 AU3215 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3215
 AU3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3215
 AU3215.The geoid height was determined by GEOID03.
 AU3215
 AU3215;                    North         East     Units Scale Factor Converg.
 AU3215;SPC LA S     -   140,565.025 1,051,542.581   MT  0.99993402   +0 15 59.4
 AU3215;SPC LA S     -   461,170.42  3,449,935.95   sFT  0.99993402   +0 15 59.4
 AU3215;UTM  15      - 3,295,000.009   712,672.484   MT  1.00015809   +1 05 32.9
 AU3215
 AU3215                          SUPERSEDED SURVEY CONTROL
 AU3215
 AU3215  NAD 83(1986)-  29 46 01.38480(N)    090 48 01.22822(W) AD(       ) 4
 AU3215  NAD 27      -  29 46 00.63600(N)    090 48 00.89800(W) AD(       ) 3
 AU3215
 AU3215.Superseded values are not recommended for survey control.
 AU3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3215.See file dsdata.txt to determine how the superseded data were derived.
 AU3215
 AU3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1267295000(NAD 83)
 AU3215_MARKER: 63 = STACK
 AU3215
 AU3215  HISTORY     - Date     Condition        Report By
 AU3215  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU3215
 AU3215                          STATION DESCRIPTION
 AU3215
 AU3215'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4652 ***********************************************************************
 BJ4652  DESIGNATION -  PRIDE ATT MICROWAVE
 BJ4652  PID         -  BJ4652
 BJ4652  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4652  USGS QUAD   -  PRIDE (1980)
 BJ4652
 BJ4652                         *CURRENT SURVEY CONTROL
 BJ4652  ___________________________________________________________________
 BJ4652* NAD 83(1992)-  30 41 06.37320(N)    090 59 20.02442(W)     ADJUSTED  
 BJ4652* NAVD 88     -                                                        
 BJ4652  ___________________________________________________________________
 BJ4652  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BJ4652  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4652
 BJ4652  HORZ ORDER  -  THIRD
 BJ4652
 BJ4652.The horizontal coordinates were established by classical geodetic methods
 BJ4652.and adjusted by the National Geodetic Survey in January 1993..
 BJ4652
 BJ4652
 BJ4652.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4652
 BJ4652.The geoid height was determined by GEOID03.
 BJ4652
 BJ4652;                    North         East     Units Scale Factor Converg.
 BJ4652;SPC LA S     -   242,261.559 1,033,002.709   MT  0.99999687   +0 10 20.0
 BJ4652;SPC LA S     -   794,819.80  3,389,109.72   sFT  0.99999687   +0 10 20.0
 BJ4652;UTM  15      - 3,396,430.122   692,639.295   MT  1.00005780   +1 01 35.8
 BJ4652
 BJ4652                          SUPERSEDED SURVEY CONTROL
 BJ4652
 BJ4652  NAD 83(1986)-  30 41 06.39049(N)    090 59 20.02121(W) AD(       ) 4
 BJ4652  NAD 27      -  30 41 05.72823(N)    090 59 19.65015(W) AD(       ) 3
 BJ4652
 BJ4652.Superseded values are not recommended for survey control.
 BJ4652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4652.See file dsdata.txt to determine how the superseded data were derived.
 BJ4652
 BJ4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9263996430(NAD 83)
 BJ4652
 BJ4652  HISTORY     - Date     Condition        Report By
 BJ4652  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4652
 BJ4652                          STATION DESCRIPTION
 BJ4652
 BJ4652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4652'PRIDE, AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE IS LOCATED ABOUT
 BJ4652'3/4 MILE SOUTH-SOUTHWEST OF PRIDE, 1 MILE WEST OF THE SANDY CREEK
 BJ4652'BAPTIST CHURCH, WITHIN A FENCED AREA AND ABOUT 250 FEET SOUTH OF
 BJ4652'AN EAST-WEST GRAVELED ROAD.
 BJ4652'
 BJ4652'A LARGE 4 LEGGED STEEL STRUCTURE, 400 FEET IN HEIGHT, PAINTED RED
 BJ4652'WHITE ALTERNATE SECTIONS.  A RED LIGHT AND 4 LARGE VOICE MIRRORS ARE
 BJ4652'MOUNTED AT THE TOP.
 BJ4652'
 BJ4652'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4650 ***********************************************************************
 BJ4650  DESIGNATION -  PRIDE LOT
 BJ4650  PID         -  BJ4650
 BJ4650  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4650  USGS QUAD   -  PRIDE (1980)
 BJ4650
 BJ4650                         *CURRENT SURVEY CONTROL
 BJ4650  ___________________________________________________________________
 BJ4650* NAD 83(1992)-  30 42 30.80101(N)    090 56 21.14786(W)     ADJUSTED  
 BJ4650* NAVD 88     -                                                        
 BJ4650  ___________________________________________________________________
 BJ4650  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ4650  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4650
 BJ4650  HORZ ORDER  -  THIRD
 BJ4650
 BJ4650.The horizontal coordinates were established by classical geodetic methods
 BJ4650.and adjusted by the National Geodetic Survey in January 1993..
 BJ4650
 BJ4650
 BJ4650.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4650
 BJ4650.The geoid height was determined by GEOID03.
 BJ4650
 BJ4650;                    North         East     Units Scale Factor Converg.
 BJ4650;SPC LA S     -   244,876.893 1,037,754.658   MT  1.00000183   +0 11 49.4
 BJ4650;SPC LA S     -   803,400.27  3,404,700.07   sFT  1.00000183   +0 11 49.4
 BJ4650;UTM  15      - 3,399,116.262   697,352.016   MT  1.00008048   +1 03 09.8
 BJ4650
 BJ4650                          SUPERSEDED SURVEY CONTROL
 BJ4650
 BJ4650  NAD 83(1986)-  30 42 30.81810(N)    090 56 21.14471(W) AD(       ) 4
 BJ4650  NAD 27      -  30 42 30.15779(N)    090 56 20.77708(W) AD(       ) 3
 BJ4650
 BJ4650.Superseded values are not recommended for survey control.
 BJ4650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4650.See file dsdata.txt to determine how the superseded data were derived.
 BJ4650
 BJ4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9735299116(NAD 83)
 BJ4650_MARKER: 57 = LOOKOUT TOWER
 BJ4650
 BJ4650  HISTORY     - Date     Condition        Report By
 BJ4650  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4650
 BJ4650                          STATION DESCRIPTION
 BJ4650
 BJ4650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4650'PRIDE, LOOKOUT TOWER IS LOCATED ABOUT 3 MILES NORTHEAST OF PRIDE,
 BJ4650'0.25 MILE EAST OF THE JUNCTION OF BAYWOOD-PRIDE ROAD AND MAHONEY
 BJ4650'ROAD AND ABOUT 100 FEET NORTH OF THE BAYWOOD-PRIDE ROAD.
 BJ4650'
 BJ4650'A SQUARE METAL CAB, GREY IN COLOR, CONICAL SHAPED ROOF.  100 FEET IN
 BJ4650'HEIGHT, SUPPORTED BY 4 STEEL CHANNEL LEGS.
 BJ4650'
 BJ4650'POINT INTERSECTED, WAS TOP-CENTER OF THE CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3249 ***********************************************************************
 CQ3249  DESIGNATION -  PRINCETON A J HODGES IND MAST
 CQ3249  PID         -  CQ3249
 CQ3249  STATE/COUNTY-  LA/BOSSIER
 CQ3249  USGS QUAD   -  EASTWOOD (1975)
 CQ3249
 CQ3249                         *CURRENT SURVEY CONTROL
 CQ3249  ___________________________________________________________________
 CQ3249* NAD 83(1992)-  32 33 24.13431(N)    093 31 43.03488(W)     ADJUSTED  
 CQ3249* NAVD 88     -                                                        
 CQ3249  ___________________________________________________________________
 CQ3249  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CQ3249  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3249
 CQ3249  HORZ ORDER  -  THIRD
 CQ3249
 CQ3249.The horizontal coordinates were established by classical geodetic methods
 CQ3249.and adjusted by the National Geodetic Survey in January 1993..
 CQ3249
 CQ3249
 CQ3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3249
 CQ3249.The geoid height was determined by GEOID03.
 CQ3249
 CQ3249;                    North         East     Units Scale Factor Converg.
 CQ3249;SPC LA N     -   228,500.931   903,397.948   MT  0.99997678   -0 32 37.8
 CQ3249;SPC LA N     -   749,673.47  2,963,898.10   sFT  0.99997678   -0 32 37.8
 CQ3249;UTM  15      - 3,602,268.048   450,372.686   MT  0.99963037   -0 17 04.1
 CQ3249
 CQ3249                          SUPERSEDED SURVEY CONTROL
 CQ3249
 CQ3249  NAD 83(1986)-  32 33 24.14644(N)    093 31 43.02572(W) AD(       ) 4
 CQ3249  NAD 27      -  32 33 23.60552(N)    093 31 42.39942(W) AD(       ) 3
 CQ3249
 CQ3249.Superseded values are not recommended for survey control.
 CQ3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3249.See file dsdata.txt to determine how the superseded data were derived.
 CQ3249
 CQ3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5037302268(NAD 83)
 CQ3249_MARKER: 42 = RADIO/TV MAST
 CQ3249
 CQ3249  HISTORY     - Date     Condition        Report By
 CQ3249  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3249  HISTORY     - 20020302 GOOD             USPSQD
 CQ3249  HISTORY     - 20031108 GOOD             USPSQD
 CQ3249
 CQ3249                          STATION DESCRIPTION
 CQ3249
 CQ3249'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3249'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE
 CQ3249'MAST.  THE MAST IS OWNED BY THE A.J. HODGES INDUSTRIES OF
 CQ3249'SHREVEPORT, LOUISIANA.  IT A STRUCTURAL STEEL STRUCTURE,
 CQ3249'PAINTED ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF
 CQ3249'265 FEET.
 CQ3249'
 CQ3249'IT IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF PRINCETON AND
 CQ3249'0.2 MILE SOUTH OF U.S. HIGHWAY 80.
 CQ3249'
 CQ3249'TO REACH FROM THE POST OFFICE IN PRINCETON GO EAST ON
 CQ3249'U.S. HIGHWAY 80 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 CQ3249'AND FOLLOW GRAVEL ROAD SOUTH FOR 0.35 MILE TO A SIDE ROAD LEFT
 CQ3249'JUST AFTER PASSING A LOOKOUT TOWER ON THE RIGHT.  TURN LEFT FOR
 CQ3249'0.1 MILE TO THE STATION.
 CQ3249
 CQ3249                          STATION RECOVERY (2002)
 CQ3249
 CQ3249'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 CQ3249'RECOVERED IN GOOD CONDITION.
 CQ3249
 CQ3249                          STATION RECOVERY (2003)
 CQ3249
 CQ3249'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3252 ***********************************************************************
 CQ3252  DESIGNATION -  PRINCETON VILLAGE TANK
 CQ3252  PID         -  CQ3252
 CQ3252  STATE/COUNTY-  LA/BOSSIER
 CQ3252  USGS QUAD   -  EASTWOOD (1975)
 CQ3252
 CQ3252                         *CURRENT SURVEY CONTROL
 CQ3252  ___________________________________________________________________
 CQ3252* NAD 83(1992)-  32 32 49.19792(N)    093 32 25.05576(W)     ADJUSTED  
 CQ3252* NAVD 88     -                                                        
 CQ3252  ___________________________________________________________________
 CQ3252  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CQ3252  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3252
 CQ3252  HORZ ORDER  -  THIRD
 CQ3252
 CQ3252.The horizontal coordinates were established by classical geodetic methods
 CQ3252.and adjusted by the National Geodetic Survey in January 1993..
 CQ3252
 CQ3252
 CQ3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3252
 CQ3252.The geoid height was determined by GEOID03.
 CQ3252
 CQ3252;                    North         East     Units Scale Factor Converg.
 CQ3252;SPC LA N     -   227,435.270   902,291.441   MT  0.99997490   -0 33 00.0
 CQ3252;SPC LA N     -   746,177.21  2,960,267.84   sFT  0.99997490   -0 33 00.0
 CQ3252;UTM  15      - 3,601,197.758   449,271.394   MT  0.99963173   -0 17 26.4
 CQ3252
 CQ3252                          SUPERSEDED SURVEY CONTROL
 CQ3252
 CQ3252  NAD 83(1986)-  32 32 49.21061(N)    093 32 25.04663(W) AD(       ) 4
 CQ3252  NAD 27      -  32 32 48.66678(N)    093 32 24.41840(W) AD(       ) 3
 CQ3252
 CQ3252.Superseded values are not recommended for survey control.
 CQ3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3252.See file dsdata.txt to determine how the superseded data were derived.
 CQ3252
 CQ3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4927101198(NAD 83)
 CQ3252_MARKER: 53 = ELEVATED TANK
 CQ3252
 CQ3252  HISTORY     - Date     Condition        Report By
 CQ3252  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3252  HISTORY     - 20020302 GOOD             USPSQD
 CQ3252  HISTORY     - 20031108 GOOD             USPSQD
 CQ3252
 CQ3252                          STATION DESCRIPTION
 CQ3252
 CQ3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3252'THE STATION IS THE TOP-CENTER OF THE TANK.  THE TANK IS OWNED
 CQ3252'BY THE VILLAGE WATER SYSTEM AND IS LOCATED ABOUT 1 MILE
 CQ3252'SOUTHWEST OF PRINCETON AND 2-1/2 MILES NORTHWEST OF
 CQ3252'HAUGHTON AND IS ABOUT 200 YARDS NORTHEAST OF STATE HIGHWAY
 CQ3252'614.
 CQ3252'
 CQ3252'TO REACH FROM THE POST OFFICE IN PRINCETON GO WEST ON
 CQ3252'U.S. HIGHWAY 80 FOR 1.1 MILES TO JUNCTION OF STATE HIGHWAY
 CQ3252'614.  TURN LEFT AND FOLLOW STATE HIGHWAY 614 FOR 1.0 MILE TO THE
 CQ3252'STATION ON THE LEFT.
 CQ3252'
 CQ3252'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED GREEN WITH AN
 CQ3252'OVERALL HEIGHT OF 115 FEET.
 CQ3252
 CQ3252                          STATION RECOVERY (2002)
 CQ3252
 CQ3252'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 CQ3252'RECOVERED IN GOOD CONDITION.
 CQ3252
 CQ3252                          STATION RECOVERY (2003)
 CQ3252
 CQ3252'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1883 ***********************************************************************
 BH1883  DESIGNATION -  PRIVETTE
 BH1883  PID         -  BH1883
 BH1883  STATE/COUNTY-  LA/ST TAMMANY
 BH1883  USGS QUAD   -  ST TAMMANY (1994)
 BH1883
 BH1883                         *CURRENT SURVEY CONTROL
 BH1883  ___________________________________________________________________
 BH1883* NAD 83(1992)-  30 27 07.80118(N)    089 59 19.10698(W)     ADJUSTED  
 BH1883* NAVD 88     -        11.075  (meters)      36.34   (feet)  ADJUSTED  
 BH1883  ___________________________________________________________________
 BH1883  X           -       1,090.999 (meters)                     COMP
 BH1883  Y           -  -5,503,008.934 (meters)                     COMP
 BH1883  Z           -   3,213,676.274 (meters)                     COMP
 BH1883  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BH1883  ELLIP HEIGHT-         -16.00  (meters)          (01/21/03) GPS OBS
 BH1883  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BH1883  DYNAMIC HT  -          11.060 (meters)      36.29  (feet)  COMP
 BH1883  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BH1883
 BH1883  HORZ ORDER  -  THIRD
 BH1883  VERT ORDER  -  FIRST     CLASS II
 BH1883  ELLP ORDER  -  FOURTH    CLASS II
 BH1883
 BH1883.This mark is at Greater St Tammany Airport (LA08)
 BH1883
 BH1883.The horizontal coordinates were established by GPS observations
 BH1883.and adjusted by the National Geodetic Survey in May 1994..
 BH1883
 BH1883.The orthometric height was determined by differential leveling
 BH1883.and adjusted by the National Geodetic Survey in February 1994..
 BH1883
 BH1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1883
 BH1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1883
 BH1883.The ellipsoidal height was determined by GPS observations
 BH1883.and is referenced to NAD 83.
 BH1883
 BH1883.The geoid height was determined by GEOID03.
 BH1883
 BH1883.The dynamic height is computed by dividing the NAVD 88
 BH1883.geopotential number by the normal gravity value computed on the
 BH1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1883.degrees latitude (g = 980.6199 gals.).
 BH1883
 BH1883.The modeled gravity was interpolated from observed gravity values.
 BH1883
 BH1883;                    North         East     Units Scale Factor Converg.
 BH1883;SPC LA S     -   217,146.506 1,129,143.596   MT  0.99995666   +0 40 20.5
 BH1883;SPC LA S     -   712,421.50  3,704,531.95   sFT  0.99995666   +0 40 20.5
 BH1883;UTM  16      - 3,372,686.586   213,004.474   MT  1.00061625   -1 30 56.7
 BH1883;UTM  15      - 3,372,744.559   789,178.121   MT  1.00063177   +1 31 38.2
 BH1883
 BH1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1883!SPC LA S     -   1.00000251  x   0.99995666  =   0.99995917
 BH1883!UTM  16      -   1.00000251  x   1.00061625  =   1.00061876
 BH1883!UTM  15      -   1.00000251  x   1.00063177  =   1.00063428
 BH1883
 BH1883:                Primary Azimuth Mark                     Grid Az
 BH1883:SPC LA S     -  PRIVETTE AZ MK                           179 11 04.4
 BH1883:UTM  16      -  PRIVETTE AZ MK                           181 22 21.6
 BH1883:UTM  15      -  PRIVETTE AZ MK                           178 19 46.7
 BH1883
 BH1883|---------------------------------------------------------------------|
 BH1883| PID    Reference Object                     Distance      Geod. Az  |
 BH1883|                                                           dddmmss.s |
 BH1883| BH1886 PRIVETTE AZ MK                      APPROX. 1.4 KM 1795124.9 |
 BH1883|---------------------------------------------------------------------|
 BH1883
 BH1883                          SUPERSEDED SURVEY CONTROL
 BH1883
 BH1883  NAD 83(1992)-  30 27 07.80118(N)    089 59 19.10698(W) AD(       ) 3
 BH1883  ELLIP H (01/21/93)  -15.92   (m)                       GP(       ) 4 2
 BH1883  NAD 83(1986)-  30 27 07.81372(N)    089 59 19.10503(W) AD(       ) 3
 BH1883  NAD 27      -  30 27 07.12766(N)    089 59 18.84203(W) AD(       ) 3
 BH1883  NGVD 29 (11/20/87)   11.23   (m)           36.8    (f) LEVELING    3  
 BH1883
 BH1883.Superseded values are not recommended for survey control.
 BH1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1883.See file dsdata.txt to determine how the superseded data were derived.
 BH1883
 BH1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1300472687(NAD 83)
 BH1883_MARKER: DH = HORIZONTAL CONTROL DISK
 BH1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1883_SP_SET: CONCRETE POST
 BH1883_STAMPING: PRIVETTE 1986
 BH1883_MARK LOGO: NGS   
 BH1883_PROJECTION: FLUSH
 BH1883_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1883+STABILITY: SURFACE MOTION
 BH1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1883+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1989
 BH1883
 BH1883  HISTORY     - Date     Condition        Report By
 BH1883  HISTORY     - 1986     MONUMENTED       NGS
 BH1883  HISTORY     - 1986     GOOD             NGS
 BH1883  HISTORY     - 19861201 GOOD             NGS
 BH1883  HISTORY     - 19870319 GOOD
 BH1883  HISTORY     - 19890112 GOOD
 BH1883
 BH1883                          STATION DESCRIPTION
 BH1883
 BH1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BH1883'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHEAST OF COVINGTON
 BH1883'AND AT THE NORTH END OF THE COVINGTON AIRPORT, (RICHARD PRIVETTE SR
 BH1883'MEMORIAL AIRPORT).
 BH1883'OWNERSHIP--ST TAMMANY PARISH POLICE JURY, FOR ENTRANCE INTO THE
 BH1883'AIRFIELD CONTACT MR. HARVEY HAYDON, P.O. BOX 616, ABITA SPRINGS, LA
 BH1883'70420, PHONE 504-892-9120.
 BH1883'
 BH1883'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 59
 BH1883'ABITA SPRINGS, GO EAST ON HIGHWAY 36 FOR 5.6 KM (3.5 MI) TO THE
 BH1883'STATION ON THE RIGHT AT THE ENTRANCE INTO THE AIRPORT.
 BH1883'
 BH1883'THE STATION IS A STANDARD NGS DISK
 BH1883'STAMPED---PRIVETTE 1986---,
 BH1883'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH1883'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BH1883'39.9 METERS (131 FT) WEST FROM THE CENTER OF CATTLE GUARD AT
 BH1883'ENTRANCE INTO AIRPORT,
 BH1883'22.3 METERS (73 FT) SOUTH FROM THE CENTER OF HIGHWAY 36,
 BH1883'15.2 METERS (50 FT) EAST FROM THE PROJECTED EAST EDGE OF THE RUNWAY,
 BH1883'12.8 METERS (42 FT) EAST-SOUTHEAST FROM THE SOUTH POST SUPPORTING
 BH1883'AIRPORT SIGN AND
 BH1883'5.8 METERS (19 FT) SOUTH FROM A METAL WITNESS POST WITH SIGN
 BH1883'ATTACHED IN FENCE LINE.
 BH1883'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BH1883'STAMPED---PRIVETTE 1986---,
 BH1883'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BH1883'
 BH1883'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 BH1883
 BH1883                          STATION RECOVERY (1986)
 BH1883
 BH1883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1883'5.6 KM (3.5 MI) SE FROM ABITA SPRINGS.
 BH1883'5.6 KM (3.5 MI) SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 BH1883'STATE HIGHWAY 59 IN ABITA SPRINGS TO THE MARK ON THE RIGHT, AT THE
 BH1883'NORTH END OF THE AIRPORT, 28.3 METERS (93.0 FT) SOUTH OF THE
 BH1883'CENTERLINE OF THE HIGHWAY, 39.9 METERS (131.0 FT) SOUTHWEST OF THE
 BH1883'CENTER OF A CATTLEGUARD, 15.2 METERS (50.0 FT) EAST OF THE EXTENDED
 BH1883'EAST SIDE OF THE RUNWAY, 5.7 METERS (19.0 FT) SOUTH OF A FENCE.
 BH1883'THE MARK IS 5.7 METERS  S FROM  A WITNESS POST
 BH1883'THE MARK IS 0.30 M BELOW HIGHWAY.
 BH1883
 BH1883                          STATION RECOVERY (1986)
 BH1883
 BH1883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 BH1883'THIS BASE LINE IS LOCATED ABOUT 56.0 KM (35.0 MI) NORTH OF NEW
 BH1883'ORLEANS, 43.2 KM (27.0 MI) EAST OF HAMMOND AND 38.4 KM (24.0 MI)
 BH1883'NORTHWEST OF SLIDELL AT THE RICHARD PRIVETTE SR. AIRPORT, AT ABITA
 BH1883'SPRINGS.
 BH1883' 
 BH1883'TO REACH THIS BASE LINE FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 59
 BH1883'IN ABITA SPRINGS, GO EAST ON HIGHWAY 36 FOR 5.6 KM (3.5 MI) TO THE
 BH1883'ENTRANCE OF THE AIRPORT AND THE 0 METER POINT ON THE RIGHT. THIS IS A
 BH1883'NORTH-NORTHWEST TO SOUTH-SOUTHEAST BASELINE WITH MARKS AT THE 0, 150,
 BH1883'430 AND 1400 METER POINTS.  ALL MARKS ARE STANDARD TRIANGULATION MARKS
 BH1883'WITH THE EXCEPTION OF THE 1400 METER POINT, WHICH IS A AZIMUTH MARK.
 BH1883'ALL MARKS ARE IN LINE AND RUN PARALLEL TO THE AIRPORT RUNWAY.
 BH1883' 
 BH1883'THE 0 METER POINT IS STAMPED--PRIVETTE 1986--AND IS LOCATED 39.9 M
 BH1883'(131.0 FT) WEST OF THE CENTERLINE OF A CATTLE GUARD, 22.3 M (73.0 FT)
 BH1883'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 36 AND 5.8 M (19.0 FT) SOUTH
 BH1883'OF THE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 BH1883' 
 BH1883'FOR ACCESS TO THE BASE LINE AND THE AIRPORT, CONTACT MR. HARVEY HAYDON
 BH1883'(AIRPORT MANAGER), P.O. BOX 616, ABITA SPRINGS, LA  90420, TELEPHONE
 BH1883'504-892-9120.
 BH1883' 
 BH1883'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LOUISIANA STATE
 BH1883'HIGHWAY DEPARTMENT.  FOR FURTHER INFORMATION PLEASE CONTACT MR. BOB
 BH1883'ZURFLUGH,STATE GEODETIC ADVISOR, NGS, LA STATE HWY DEPT., LOCATION
 BH1883'AND SURVEY DIVISION, P.O. BOX 44245 CAPITOL STATION, BATON ROUGE, LA.,
 BH1883'70804, TELEPHONE 504-379-1134.
 BH1883
 BH1883                          STATION RECOVERY (1987)
 BH1883
 BH1883'RECOVERED 1987
 BH1883'RECOVERED IN GOOD CONDITION.
 BH1883
 BH1883                          STATION RECOVERY (1989)
 BH1883
 BH1883'RECOVERED 1989
 BH1883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1886 ***********************************************************************
 BH1886  DESIGNATION -  PRIVETTE AZ MK
 BH1886  PID         -  BH1886
 BH1886  STATE/COUNTY-  LA/ST TAMMANY
 BH1886  USGS QUAD   -  ST TAMMANY (1994)
 BH1886
 BH1886                         *CURRENT SURVEY CONTROL
 BH1886  ___________________________________________________________________
 BH1886* NAD 83(1992)-  30 26 22.33918(N)    089 59 18.97595(W)     ADJUSTED  
 BH1886* NAVD 88     -        10.515  (meters)      34.50   (feet)  ADJUSTED  
 BH1886  ___________________________________________________________________
 BH1886  X           -       1,094.636 (meters)                     COMP
 BH1886  Y           -  -5,503,717.885 (meters)                     COMP
 BH1886  Z           -   3,212,469.082 (meters)                     COMP
 BH1886  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BH1886  ELLIP HEIGHT-         -16.52  (meters)          (01/02/04) GPS OBS
 BH1886  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BH1886  DYNAMIC HT  -          10.502 (meters)      34.46  (feet)  COMP
 BH1886  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 BH1886
 BH1886  HORZ ORDER  -  THIRD
 BH1886  VERT ORDER  -  FIRST     CLASS II
 BH1886  ELLP ORDER  -  FOURTH    CLASS II
 BH1886
 BH1886.This mark is at Greater St Tammany Airport (LA08)
 BH1886
 BH1886.The horizontal coordinates were established by GPS observations
 BH1886.and adjusted by the National Geodetic Survey in May 1994..
 BH1886
 BH1886.The orthometric height was determined by differential leveling
 BH1886.and adjusted by the National Geodetic Survey in February 1994..
 BH1886
 BH1886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1886
 BH1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1886
 BH1886.The ellipsoidal height was determined by GPS observations
 BH1886.and is referenced to NAD 83.
 BH1886
 BH1886.The geoid height was determined by GEOID03.
 BH1886
 BH1886.The dynamic height is computed by dividing the NAVD 88
 BH1886.geopotential number by the normal gravity value computed on the
 BH1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1886.degrees latitude (g = 980.6199 gals.).
 BH1886
 BH1886.The modeled gravity was interpolated from observed gravity values.
 BH1886
 BH1886;                    North         East     Units Scale Factor Converg.
 BH1886;SPC LA S     -   215,746.728 1,129,163.520   MT  0.99995495   +0 40 20.6
 BH1886;SPC LA S     -   707,829.06  3,704,597.32   sFT  0.99995495   +0 40 20.6
 BH1886;UTM  16      - 3,371,286.144   212,970.924   MT  1.00061649   -1 30 54.5
 BH1886;UTM  15      - 3,371,344.289   789,218.948   MT  1.00063206   +1 31 36.2
 BH1886
 BH1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1886!SPC LA S     -   1.00000259  x   0.99995495  =   0.99995754
 BH1886!UTM  16      -   1.00000259  x   1.00061649  =   1.00061909
 BH1886!UTM  15      -   1.00000259  x   1.00063206  =   1.00063466
 BH1886
 BH1886:                Primary Azimuth Mark                     Grid Az
 BH1886:SPC LA S     -  PRIVETTE                                 359 11 04.4
 BH1886:UTM  16      -  PRIVETTE                                 001 22 19.5
 BH1886:UTM  15      -  PRIVETTE                                 358 19 48.8
 BH1886
 BH1886|---------------------------------------------------------------------|
 BH1886| PID    Reference Object                     Distance      Geod. Az  |
 BH1886|                                                           dddmmss.s |
 BH1886| BH1883 PRIVETTE                            APPROX. 1.4 KM 3595125.0 |
 BH1886|---------------------------------------------------------------------|
 BH1886
 BH1886                          SUPERSEDED SURVEY CONTROL
 BH1886
 BH1886  NAD 83(1992)-  30 26 22.33918(N)    089 59 18.97595(W) AD(       ) 3
 BH1886  ELLIP H (01/21/93)  -16.45   (m)                       GP(       ) 4 2
 BH1886  NAD 83(1986)-  30 26 22.35160(N)    089 59 18.97405(W) AD(       ) 3
 BH1886  NAD 27      -  30 26 21.66470(N)    089 59 18.71126(W) AD(       ) 3
 BH1886  NGVD 29 (11/20/87)   10.67   (m)           35.0    (f) LEVELING    3  
 BH1886
 BH1886.Superseded values are not recommended for survey control.
 BH1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1886.See file dsdata.txt to determine how the superseded data were derived.
 BH1886
 BH1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1297171286(NAD 83)
 BH1886_MARKER: DH = HORIZONTAL CONTROL DISK
 BH1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1886_SP_SET: CONCRETE POST
 BH1886_STAMPING: PRIVETTE 1986
 BH1886_MARK LOGO: NGS   
 BH1886_PROJECTION: FLUSH
 BH1886_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1886+STABILITY: SURFACE MOTION
 BH1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1886+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1987
 BH1886
 BH1886  HISTORY     - Date     Condition        Report By
 BH1886  HISTORY     - 1986     MONUMENTED       NGS
 BH1886  HISTORY     - 1986     GOOD             NGS
 BH1886  HISTORY     - 19861201 GOOD             NGS
 BH1886  HISTORY     - 19870320 GOOD
 BH1886
 BH1886                          STATION DESCRIPTION
 BH1886
 BH1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 BH1886'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHEAST OF COVINGTON
 BH1886'AND AT THE COVINGTON AIRPORT, (RICHARD PRIVETTE SR MEMORIAL
 BH1886'AIRPORT) NEAR THE SOUTH END OF THE RUNWAY.
 BH1886'OWNERSHIP--ST TAMMANY PARISH POLICE JURY, FOR ENTRANCE INTO THE
 BH1886'AIRFIELD CONTACT MR. HARVEY HAYDON, P.O. BOX 616, ABITA SPRINGS,
 BH1886'LA., PHONE 504-892-9120.
 BH1886'
 BH1886'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 59
 BH1886'IN ABITA SPRINGS, GO EAST ON HIGHWAY 36 FOR 5.6 KM (3.5 MI) TO
 BH1886'STATION PRIVETTE ON THE RIGHT AT THE ENTRANCE INTO THE AIRPORT, GO
 BH1886'SOUTH FOR 1.4 KM (0.9 MI) THE STATION, SOUTH OF THE SOUTH END OF
 BH1886'THE RUNWAY AND ABOUT 100 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 BH1886'
 BH1886'THE STATION IS A STANDARD NGS DISK
 BH1886'STAMPED---PRIVETTE 1986---,
 BH1886'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH1886'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BH1886'32 METERS (105 FT) SOUTH FROM THE EAST END GATE POST FOR A METAL
 BH1886'GATE AND SET BETWEEN 3 METAL WITNESS POSTS WITH SIGNS ATTACHED.
 BH1886'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BH1886'STAMPED---PRIVETTE 1986---,
 BH1886'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BH1886'
 BH1886'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 BH1886
 BH1886                          STATION RECOVERY (1986)
 BH1886
 BH1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1886'7.1 KM (4.4 MI) SE FROM ABITA SPRINGS.
 BH1886'5.6 KM (3.5 MI) SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 BH1886'STATE HIGHWAY 59 IN ABITA SPRINGS, THENCE 1.5 KM (0.9 MI) SOUTH ALONG
 BH1886'THE EAST SIDE OF THE RUNWAY TO A FENCE GATE AND THE MARK.  THE MARK IS
 BH1886'SURROUNDED BY 3 (THREE) WITNESS POST, 31.6 METERS (104.0 FT) SOUTH OF
 BH1886'THE FENCE, 32.0 METERS (105.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST
 BH1886'GATE POST, 0.79 METER (2.6 FT) SOUTHEAST OF A WITNESS POST, 0.70 METER
 BH1886'(2.3 FT) NORTHEAST OF A WITNESS POST, 0.57 METER (1.9 FT) WEST OF A
 BH1886'WITNESS POST.
 BH1886'THE MARK IS ABOVE LEVEL WITH GROUND.
 BH1886
 BH1886                          STATION RECOVERY (1986)
 BH1886
 BH1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 BH1886'THIS BASE LINE IS LOCATED ABOUT 56.0 KM (35.0 MI) NORTH OF NEW
 BH1886'ORLEANS, 43.2 KM (27.0 MI) EAST OF HAMMOND AND 38.4 KM (24.0 MI)
 BH1886'NORTHWEST OF SLIDELL AT THE RICHARD PRIVETTE SR. AIRPORT, AT ABITA
 BH1886'SPRINGS.
 BH1886' 
 BH1886'TO REACH THIS BASE LINE FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 59
 BH1886'IN ABITA SPRINGS, GO EAST ON HIGHWAY 36 FOR 5.6 KM (3.5 MI) TO THE
 BH1886'ENTRANCE OF THE AIRPORT AND THE 0 METER POINT ON THE RIGHT. THIS IS A
 BH1886'NORTH-NORTHWEST TO SOUTH-SOUTHEAST BASELINE WITH MARKS AT THE 0, 150,
 BH1886'430 AND 1400 METER POINTS.  ALL MARKS ARE STANDARD TRIANGULATION MARKS
 BH1886'WITH THE EXCEPTION OF THE 1400 METER POINT, WHICH IS A AZIMUTH MARK.
 BH1886'ALL MARKS ARE IN LINE AND RUN PARALLEL TO THE AIRPORT RUNWAY.
 BH1886' 
 BH1886'THE 1400 METER POINT IS STAMPED--PRIVETTE 1986--AND IS LOCATED 32.0 M
 BH1886'(105.0 FT) SOUTH OF A METAL GATE IN AN EAST-WEST FENCE LINE. IT IS SET
 BH1886'IN THE MIDDLE OF 3 STEEL POSTS AND IS FLUSH WITH THE GROUND.
 BH1886' 
 BH1886'FOR ACCESS TO THE BASE LINE AND THE AIRPORT, CONTACT MR. HARVEY HAYDON
 BH1886'(AIRPORT MANAGER), P.O. BOX 616, ABITA SPRINGS, LA  90420, TELEPHONE
 BH1886'504-892-9120.
 BH1886' 
 BH1886'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LOUISIANA STATE
 BH1886'HIGHWAY DEPARTMENT.  FOR FURTHER INFORMATION PLEASE CONTACT MR. BOB
 BH1886'ZURFLUGHH, STATE GEODETIC ADVISOR, NGS, LA STATE HWY DEPT., LOCATION
 BH1886'AND SURVEY DIVISION, P.O. BOX 44245 CAPITOL STATION, BATON ROUGE, LA.,
 BH1886'70804, TELEPHONE 504-379-1134.
 BH1886
 BH1886                          STATION RECOVERY (1987)
 BH1886
 BH1886'RECOVERED 1987
 BH1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1274 ***********************************************************************
 AT1274  DESIGNATION -  PROCTOR POINT 2
 AT1274  PID         -  AT1274
 AT1274  STATE/COUNTY-  LA/ST BERNARD
 AT1274  USGS QUAD   -  PROCTOR POINT (1994)
 AT1274
 AT1274                         *CURRENT SURVEY CONTROL
 AT1274  ___________________________________________________________________
 AT1274* NAD 83(1992)-  29 57 29.44090(N)    089 43 40.25016(W)     ADJUSTED  
 AT1274* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1274  **This station is located in a subsidence area (see below).
 AT1274  ___________________________________________________________________
 AT1274  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AT1274  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AT1274
 AT1274  HORZ ORDER  -  SECOND
 AT1274
 AT1274.The horizontal coordinates were established by classical geodetic methods
 AT1274.and adjusted by the National Geodetic Survey in May 1994..
 AT1274
 AT1274 ** The orthometric height has not been validated since last determined
 AT1274 ** by differential leveling and should not be used for control purposes.
 AT1274 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1274 ** area with valid NAVD 88 orthometric heights.
 AT1274 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1274 ** epoch indicated which incorporates improved geoid heights for the
 AT1274 ** Southern Louisiana Subsidence area.
 AT1274 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1274.The orthometric height was scaled from a topographic map.
 AT1274
 AT1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1274
 AT1274.The geoid height was determined by GEOID03.
 AT1274
 AT1274;                    North         East     Units Scale Factor Converg.
 AT1274;SPC LA S     -   162,716.253 1,154,955.756   MT  0.99992602   +0 48 09.9
 AT1274;SPC LA S     -   533,844.91  3,789,217.34   sFT  0.99992602   +0 48 09.9
 AT1274;UTM  16      - 3,317,282.074   236,744.982   MT  1.00045514   -1 21 46.7
 AT1274
 AT1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1274!SPC LA S     -   1.00000410  x   0.99992602  =   0.99993012
 AT1274!UTM  16      -   1.00000410  x   1.00045514  =   1.00045924
 AT1274
 AT1274|---------------------------------------------------------------------|
 AT1274| PID    Reference Object                     Distance      Geod. Az  |
 AT1274|                                                           dddmmss.s |
 AT1274| DD7972 PROCTOR POINT 2 RM 2                 29.947 METERS 18631     |
 AT1274| DD7971 PROCTOR POINT 2 RM 1                 27.480 METERS 27300     |
 AT1274| BH1129 MACOMB RESET                        APPROX.13.8 KM 3275259.7 |
 AT1274|---------------------------------------------------------------------|
 AT1274
 AT1274                          SUPERSEDED SURVEY CONTROL
 AT1274
 AT1274  NAD 83(1992)-  29 57 29.44263(N)    089 43 40.24755(W) AD(       ) 2
 AT1274  NAD 83(1986)-  29 57 29.45248(N)    089 43 40.24831(W) AD(       ) 2
 AT1274  NAD 27      -  29 57 28.72000(N)    089 43 40.04300(W) AD(       ) 2
 AT1274
 AT1274.Superseded values are not recommended for survey control.
 AT1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1274.See file dsdata.txt to determine how the superseded data were derived.
 AT1274
 AT1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3674517282(NAD 83)
 AT1274_MARKER: DS = TRIANGULATION STATION DISK
 AT1274_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1274_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1274
 AT1274  HISTORY     - Date     Condition        Report By
 AT1274  HISTORY     - 1934     MONUMENTED       CGS
 AT1274  HISTORY     - 1946     GOOD             CGS
 AT1274  HISTORY     - 1952     GOOD             CGS
 AT1274  HISTORY     - 1953     GOOD             CGS
 AT1274
 AT1274                          STATION DESCRIPTION
 AT1274
 AT1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1274'ON THE SW SHORE OF LAKE BORGNE, ON THE NORTHERNMOST POINT OF LAND OF
 AT1274'PROCTOR POINT, AND 25
 AT1274'METERS (82 FEET) FROM THE SHORE LINE.  THE STATION
 AT1274'IS MARKED BY A STANDARD BRONZE
 AT1274'DISK SET IN CONCRETE AT THE TOP OF
 AT1274'A TILE.  REFERENCE MARK
 AT1274'NO. 1 IS A STANDARD
 AT1274'BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP OF A TILE.
 AT1274'IS 27.480 METERS (90.16 FEET) FROM THE STATION N 87 DEG W.
 AT1274'REFERENCE MARK NO. 2 IS A STANDARD
 AT1274'BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP OF A TILE,
 AT1274'IS 29.922 METERS (98.17 FEET) FROM THE
 AT1274'STATION S 6 DEG 31 MIN W.  THE DISTANCE BETWEEN THE
 AT1274'REFERENCE MARKS IS
 AT1274'39.355 METERS (129.12 FEET).  THE MARKS PROJECT ABOUT
 AT1274'ONE FOOT ABOVE THE SURFACE
 AT1274'OF THE MARSH.  ALLIGATOR POINT LIGHT IS N 25 DEG 43 MIN E.
 AT1274
 AT1274                          STATION RECOVERY (1946)
 AT1274
 AT1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 AT1274'THE STATION AND REFERENCE
 AT1274'MARK 2 WERE
 AT1274'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 COULD
 AT1274'NOT BE FOUND.  THE DESCRIPTION
 AT1274'IS ADEQUATE EXCEPT THAT THE STATION
 AT1274'MARKER IS NOW 1 METER OFFSHORE INSTEAD OF 25 METERS INSHORE.
 AT1274
 AT1274                          STATION RECOVERY (1952)
 AT1274
 AT1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1274'R.M. 2 RECOVERED IN GOOD CONDITION.  STATION AND R.M. 1 ARE DESTROYED.
 AT1274'MONUMENTS WERE FOUND LOOSE, APPROXIMATELY 40 FEET OFFSHORE.  THE
 AT1274'DISKS HAVE BEEN REMOVED.
 AT1274'
 AT1274'W NEW STATION, PROCTOR PT. 3, HAS BEEN ESTABLISHED.  PROCTOR
 AT1274'2 R.M. 2 IS NOW A REFERENCE MARK FOR THE NEW STATION.
 AT1274
 AT1274                          STATION RECOVERY (1953)
 AT1274
 AT1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WJC)
 AT1274'OBSERVATIONS WERE MADE FROM A CREOSOTED TIMBER STRUCTURE ABOUT 10- BY
 AT1274'10- FT. AND 4 FT.
 AT1274'ABOVE THE WATER WHICH HAS BEEN BUILT OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1276 ***********************************************************************
 AT1276  DESIGNATION -  PROCTOR POINT 3
 AT1276  PID         -  AT1276
 AT1276  STATE/COUNTY-  LA/ST BERNARD
 AT1276  USGS QUAD   -  PROCTOR POINT (1994)
 AT1276
 AT1276                         *CURRENT SURVEY CONTROL
 AT1276  ___________________________________________________________________
 AT1276* NAD 83(1992)-  29 57 27.39672(N)    089 43 40.51990(W)     ADJUSTED  
 AT1276* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1276  **This station is located in a subsidence area (see below).
 AT1276  ___________________________________________________________________
 AT1276  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AT1276  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AT1276
 AT1276  HORZ ORDER  -  THIRD
 AT1276
 AT1276.The horizontal coordinates were established by classical geodetic methods
 AT1276.and adjusted by the National Geodetic Survey in May 1994..
 AT1276.No horizontal observational check was made to the station.
 AT1276
 AT1276 ** The orthometric height has not been validated since last determined
 AT1276 ** by differential leveling and should not be used for control purposes.
 AT1276 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1276 ** area with valid NAVD 88 orthometric heights.
 AT1276 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1276 ** epoch indicated which incorporates improved geoid heights for the
 AT1276 ** Southern Louisiana Subsidence area.
 AT1276 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1276.The orthometric height was scaled from a topographic map.
 AT1276
 AT1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1276
 AT1276.The geoid height was determined by GEOID03.
 AT1276
 AT1276;                    North         East     Units Scale Factor Converg.
 AT1276;SPC LA S     -   162,653.218 1,154,949.407   MT  0.99992603   +0 48 09.8
 AT1276;SPC LA S     -   533,638.10  3,789,196.51   sFT  0.99992603   +0 48 09.8
 AT1276;UTM  16      - 3,317,219.291   236,736.250   MT  1.00045519   -1 21 46.8
 AT1276
 AT1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1276!SPC LA S     -   1.00000410  x   0.99992603  =   0.99993013
 AT1276!UTM  16      -   1.00000410  x   1.00045519  =   1.00045929
 AT1276
 AT1276:                Primary Azimuth Mark                     Grid Az
 AT1276:SPC LA S     -  ALLIGATOR POINT LIGHT                    023 41 42.9
 AT1276:UTM  16      -  ALLIGATOR POINT LIGHT                    025 51 39.5
 AT1276
 AT1276|---------------------------------------------------------------------|
 AT1276| PID    Reference Object                     Distance      Geod. Az  |
 AT1276|                                                           dddmmss.s |
 AT1276| AT1272 ALLIGATOR POINT LIGHT               APPROX. 3.7 KM 0242952.7 |
 AT1276|---------------------------------------------------------------------|
 AT1276
 AT1276                          SUPERSEDED SURVEY CONTROL
 AT1276
 AT1276  NAD 83(1992)-  29 57 27.39853(N)    089 43 40.51755(W) AD(       ) 3
 AT1276  NAD 83(1986)-  29 57 27.40832(N)    089 43 40.51791(W) AD(       ) 3
 AT1276  NAD 27      -  29 57 26.67600(N)    089 43 40.31300(W) AD(       ) 3
 AT1276
 AT1276.Superseded values are not recommended for survey control.
 AT1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1276.See file dsdata.txt to determine how the superseded data were derived.
 AT1276
 AT1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3673617219(NAD 83)
 AT1276_MARKER: DS = TRIANGULATION STATION DISK
 AT1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1276+STABILITY: SURFACE MOTION
 AT1276
 AT1276  HISTORY     - Date     Condition        Report By
 AT1276  HISTORY     - 1952     MONUMENTED       CGS
 AT1276  HISTORY     - 1966     GOOD             CGS
 AT1276  HISTORY     - 1969     GOOD             CGS
 AT1276
 AT1276                          STATION DESCRIPTION
 AT1276
 AT1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1276'STATION IS LOCATED ON THE SW SHORE OF LAKE BORGNE, ON THE MOST N
 AT1276'POINT OF LAND OF
 AT1276'PROCTOR POINT, 151 FEET FROM THE SHORELINE, AND 2 FEET N
 AT1276'OF A 4- BY 4-INCH WOODEN
 AT1276'WITNESS POST.
 AT1276'
 AT1276'STATION MARK IS A STANDARD DISK, STAMPED PROCTOR PT 3 1952,
 AT1276'SET IN TOP OF A
 AT1276'6-INCH CONCRETE POST PROJECTING 10 INCHES.  NO
 AT1276'UNDERGROUND MARK WAS SET.
 AT1276'
 AT1276'R.M. 2 IS 53 FEET FROM THE SHORELINE.  IT IS A STANDARD DISK,
 AT1276'STAMPED PROCTOR 2
 AT1276'RM 2, SET IN CONCRETE IN TOP OF AN 8-INCH TILE
 AT1276'PIPE PROJECTING 3 INCHES.  ARROW
 AT1276'POINTS APPROXIMATELY 180 DEG FROM STATION.
 AT1276'
 AT1276'R.M. 3 IS A STANDARD DISK, STAMPED PROCTOR PT 3 NO 3 1952,
 AT1276'SET IN TOP OF A 6-INCH CONCRETE POST PROJECTING 8 INCHES.
 AT1276'
 AT1276'R.M. 4 IS A STANDARD DISK, STAMPED PROCTOR PT 3 NO 4 1952,
 AT1276'SET IN TOP OF A 6-INCH CONCRETE POST PROJECTING 8 INCHES.
 AT1276'
 AT1276'NOTE--PROCTOR 2 1934 AND PROCTOR 2 R.M. NO. 1 WERE APPROXIMATELY
 AT1276'30 FEET OFFSHORE IN ABOUT 4 FEET OF WATER.
 AT1276'BOTH MARKS WERE MOVING DURING OBSERVATIONS AND
 AT1276'IT IS PROBABLE THAT BOTH HAVE SHIFTED FROM THEIR ORIGINAL POSITION.
 AT1276
 AT1276                          STATION RECOVERY (1966)
 AT1276
 AT1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1276'THE STATION MARK WAS RECOVERED AND IN GOOD CONDITION.  BOTH REFERENCE
 AT1276'MARKS WERE FOUND
 AT1276'TO HAVE BEEN DESTROYED.  A NEW STATION WAS ESTABLISHED
 AT1276'AT THIS TIME.  THE OLD STATION WILL
 AT1276'BE LOST DUE TO EROSION IN A SHORT TIME.
 AT1276'
 AT1276'NOTE- SEE PROCTOR PT 4 1966 FOR A COMPLETE NEW DESCRIPTION.
 AT1276
 AT1276                          STATION RECOVERY (1969)
 AT1276
 AT1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 AT1276'STATION MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1271 ***********************************************************************
 AT1271  DESIGNATION -  PROCTOR POINT 4
 AT1271  PID         -  AT1271
 AT1271  STATE/COUNTY-  LA/ST BERNARD
 AT1271  USGS QUAD   -  PROCTOR POINT (1994)
 AT1271
 AT1271                         *CURRENT SURVEY CONTROL
 AT1271  ___________________________________________________________________
 AT1271* NAD 83(1992)-  29 57 26.84640(N)    089 43 40.61650(W)     ADJUSTED  
 AT1271* NAVD 88     -         3.7  **(meters)      12.   **(feet)  VERTCON   
 AT1271  **This station is located in a subsidence area (see below).
 AT1271  ___________________________________________________________________
 AT1271  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AT1271  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AT1271
 AT1271  HORZ ORDER  -  SECOND
 AT1271
 AT1271.The horizontal coordinates were established by classical geodetic methods
 AT1271.and adjusted by the National Geodetic Survey in May 1994..
 AT1271
 AT1271 ** The orthometric height has not been validated since last determined
 AT1271 ** by differential leveling and should not be used for control purposes.
 AT1271 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1271 ** area with valid NAVD 88 orthometric heights.
 AT1271 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1271 ** epoch indicated which incorporates improved geoid heights for the
 AT1271 ** Southern Louisiana Subsidence area.
 AT1271 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1271
 AT1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1271
 AT1271.The geoid height was determined by GEOID03.
 AT1271
 AT1271;                    North         East     Units Scale Factor Converg.
 AT1271;SPC LA S     -   162,636.239 1,154,947.054   MT  0.99992603   +0 48 09.8
 AT1271;SPC LA S     -   533,582.39  3,789,188.79   sFT  0.99992603   +0 48 09.8
 AT1271;UTM  16      - 3,317,202.404   236,733.257   MT  1.00045521   -1 21 46.8
 AT1271
 AT1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1271!SPC LA S     -   1.00000352  x   0.99992603  =   0.99992955
 AT1271!UTM  16      -   1.00000352  x   1.00045521  =   1.00045873
 AT1271
 AT1271|---------------------------------------------------------------------|
 AT1271| PID    Reference Object                     Distance      Geod. Az  |
 AT1271|                                                           dddmmss.s |
 AT1271| AT1276 PROCTOR POINT 3                      17.142 METERS 00841     |
 AT1271| DD7973 PROCTOR POINT 4 AZ MK                              2564333.2 |
 AT1271| DD7974 PROCTOR POINT 4 RM 1                 23.330 METERS 27852     |
 AT1271|---------------------------------------------------------------------|
 AT1271
 AT1271                          SUPERSEDED SURVEY CONTROL
 AT1271
 AT1271  NAD 83(1992)-  29 57 26.84822(N)    089 43 40.61414(W) AD(       ) 2
 AT1271  NAD 83(1986)-  29 57 26.85815(N)    089 43 40.61449(W) AD(       ) 2
 AT1271  NAD 27      -  29 57 26.12570(N)    089 43 40.40960(W) AD(       ) 2
 AT1271  NGVD 29 (07/19/86)    3.7    (m)           12.     (f) VERT ANG       
 AT1271
 AT1271.Superseded values are not recommended for survey control.
 AT1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1271.See file dsdata.txt to determine how the superseded data were derived.
 AT1271
 AT1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3673317202(NAD 83)
 AT1271_MARKER: DS = TRIANGULATION STATION DISK
 AT1271_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1271+WITH SETTING: INFORMATION.
 AT1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1271
 AT1271  HISTORY     - Date     Condition        Report By
 AT1271  HISTORY     - 1966     MONUMENTED       CGS
 AT1271  HISTORY     - 1969     GOOD             CGS
 AT1271  HISTORY     - 1971     GOOD             NGS
 AT1271  HISTORY     - 1972     GOOD             NGS
 AT1271  HISTORY     - 1980     GOOD             NOS
 AT1271
 AT1271                          STATION DESCRIPTION
 AT1271
 AT1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1271'STATION IS ABOUT 9-1/2 MILES NORTHWEST OF HOPEDALE, 8 MILES SOUTHEAST
 AT1271'OF FT. MACOMB, 5
 AT1271'1/2 MILES EAST OF THE MARTELLO CASTLE, ON THE SOUTHWEST
 AT1271'SHORE OF LAKE BORGNE AND ON THE NORTHERN TIP OF PROCTOR POINT.
 AT1271'
 AT1271'STATION MARK, A STANDARD DISK STAMPED PROCTOR PT 4 1966, IS CRIMPED
 AT1271'TO THE TOP OF A
 AT1271'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1271'ENCASED IN A 4 INCH ORANGEBURG
 AT1271'PIPE WHICH PROJECTS 30 INCHES.  IT IS 111
 AT1271'FEET SOUTH OF THE HIGHTIDE MARK AND 2.8 FEET WEST
 AT1271'OF A METAL WITNESS POST.
 AT1271'
 AT1271'PROCTOR PT 3 1952, A STANDARD DISK STAMPED PROCTOR PT 3 1952, IS SET
 AT1271'IN THE TOP OF A 6
 AT1271'INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 AT1271'INCHES.  IT IS 56 FEET NORTH OF THE
 AT1271'METAL WITNESS POST AND 55 FEET SOUTH OF THE HIGH TIDE MARK.
 AT1271'
 AT1271'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PROCTOR PT 4 NO 1 1966,
 AT1271'IS CRIMPED TO THE
 AT1271'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1271'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1271'PIPE WHICH PROJECTS 30 INCHES.  IT
 AT1271'IS 110 FEET SOUTH OF THE HIGH TIDE MARK AND 79.4 FEET
 AT1271'WEST OF THE METAL WITNESS POST.
 AT1271'
 AT1271'AZIMUTH MARK, A STANDARD DISK STAMPED PROCTOR PT 4 1966, IS CRIMPED
 AT1271'TO THE TOP OF A
 AT1271'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1271'ENCASED IN A 4 INCH ORANGEBURG
 AT1271'PIPE WHICH PROJECTS 2.5 FEET.  IT IS 49
 AT1271'FEET SOUTHEAST OF THE HIGH TIDE MARK AND 1.4 FEET
 AT1271'SOUTHEAST OF A METAL WITNESS POST.
 AT1271'
 AT1271'TO REACH THE AZIMUTH MARK FROM THE STATION PACK WEST-SOUTHWEST ALONG
 AT1271'THE SHORE OF LAKE
 AT1271'BORGNE FOR ABOUT 5 MINUTES TO THE AZIMUTH MARK ON THE LEFT.
 AT1271'
 AT1271'NOTE- STATION CAN BE REACHED BY BOAT OR AIRCRAFT.
 AT1271
 AT1271                          STATION RECOVERY (1969)
 AT1271
 AT1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1271'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1271'AFTER HURRICANE CAMILLE.  THE RMS WERE IN GOOD CONDITION.
 AT1271
 AT1271                          STATION RECOVERY (1971)
 AT1271
 AT1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1271'STATION RECOVERED AS DESCRIBED BY L.M.C. 1966.
 AT1271
 AT1271                          STATION RECOVERY (1972)
 AT1271
 AT1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 AT1271'ALL MARKS WERE RECOVERED AND FOUND TO BE IN FAIR CONDITION AS THEY
 AT1271'WERE DESCRIBED IN THE 1966 DESCRIPTION.
 AT1271'
 AT1271'A BOAT WAS USED TO VISIT THIS STATION.
 AT1271
 AT1271                          STATION RECOVERY (1980)
 AT1271
 AT1271'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AT1271'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1278 ***********************************************************************
 AT1278  DESIGNATION -  PROCTOR POINT 5
 AT1278  PID         -  AT1278
 AT1278  STATE/COUNTY-  LA/ST BERNARD
 AT1278  USGS QUAD   -  PROCTOR POINT (1994)
 AT1278
 AT1278                         *CURRENT SURVEY CONTROL
 AT1278  ___________________________________________________________________
 AT1278* NAD 83(1992)-  29 57 21.87222(N)    089 43 41.07491(W)     ADJUSTED  
 AT1278* NAVD 88     -         3.5  **(meters)      11.   **(feet)  VERTCON   
 AT1278  **This station is located in a subsidence area (see below).
 AT1278  ___________________________________________________________________
 AT1278  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AT1278  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AT1278
 AT1278  HORZ ORDER  -  THIRD
 AT1278
 AT1278.The horizontal coordinates were established by classical geodetic methods
 AT1278.and adjusted by the National Geodetic Survey in May 1994..
 AT1278
 AT1278 ** The orthometric height has not been validated since last determined
 AT1278 ** by differential leveling and should not be used for control purposes.
 AT1278 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1278 ** area with valid NAVD 88 orthometric heights.
 AT1278 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1278 ** epoch indicated which incorporates improved geoid heights for the
 AT1278 ** Southern Louisiana Subsidence area.
 AT1278 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1278
 AT1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1278
 AT1278.The geoid height was determined by GEOID03.
 AT1278
 AT1278;                    North         East     Units Scale Factor Converg.
 AT1278;SPC LA S     -   162,482.928 1,154,936.911   MT  0.99992605   +0 48 09.5
 AT1278;SPC LA S     -   533,079.41  3,789,155.52   sFT  0.99992605   +0 48 09.5
 AT1278;UTM  16      - 3,317,049.504   236,717.318   MT  1.00045532   -1 21 46.8
 AT1278
 AT1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1278!SPC LA S     -   1.00000355  x   0.99992605  =   0.99992960
 AT1278!UTM  16      -   1.00000355  x   1.00045532  =   1.00045887
 AT1278
 AT1278|---------------------------------------------------------------------|
 AT1278| PID    Reference Object                     Distance      Geod. Az  |
 AT1278|                                                           dddmmss.s |
 AT1278| AT1271 PROCTOR POINT 4                     153.658 METERS 00435     |
 AT1278| AT1277 PROCTOR POINT LIGHT                 APPROX. 2.2 KM 1180639.2 |
 AT1278|---------------------------------------------------------------------|
 AT1278
 AT1278                          SUPERSEDED SURVEY CONTROL
 AT1278
 AT1278  NAD 83(1992)-  29 57 21.87403(N)    089 43 41.07253(W) AD(       ) 3
 AT1278  NAD 83(1986)-  29 57 21.88397(N)    089 43 41.07293(W) AD(       ) 3
 AT1278  NAD 27      -  29 57 21.15049(N)    089 43 40.86828(W) AD(       ) 3
 AT1278  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 AT1278
 AT1278.Superseded values are not recommended for survey control.
 AT1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1278.See file dsdata.txt to determine how the superseded data were derived.
 AT1278
 AT1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3671717050(NAD 83)
 AT1278_MARKER: DH = HORIZONTAL CONTROL DISK
 AT1278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT1278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AT1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1278
 AT1278  HISTORY     - Date     Condition        Report By
 AT1278  HISTORY     - 1980     MONUMENTED       NOS
 AT1278
 AT1278                          STATION DESCRIPTION
 AT1278
 AT1278'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AT1278'THE STATION IS LOCATED 7.5 MILES SOUTHEAST OF FORT MACOMB,
 AT1278'5.5 MILES EAST OF MARTELLO CASTLE AND 6.5 MILES NORTH OF
 AT1278'SHELL BEACH ON THE NORTH POINT OF PROCTOR POINT.
 AT1278'
 AT1278'THE STATION IS A STANDARD NOS DISK
 AT1278'STAMPED---PROCTOR POINT 5 1980---,
 AT1278'CRIMPED TO  THE TOP OF A METAL PIPE 5/8 IN IN DIAMETER
 AT1278'WHICH IS DRIVEN INTO THE GROUND 35 FEET AND IS
 AT1278'ENCASED IN A 4 INCH DIAMETER BLACK PVC 10 FOOT
 AT1278'PIPE WHICH PROJECTS 2 FEET ABOVE THE GROUND.
 AT1278'IT IS LOCATED,6 FEET NORTH FROM OF A METAL NOS WITNESS POST SIGN,
 AT1278'510 FEET SOUTH FROM OF THE HIGH TIDE MARK.
 AT1278'
 AT1278'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1277 ***********************************************************************
 AT1277  DESIGNATION -  PROCTOR POINT LIGHT
 AT1277  PID         -  AT1277
 AT1277  STATE/COUNTY-  LA/ST BERNARD
 AT1277  USGS QUAD   -  PROCTOR POINT (1994)
 AT1277
 AT1277                         *CURRENT SURVEY CONTROL
 AT1277  ___________________________________________________________________
 AT1277* NAD 83(1992)-  29 56 47.96501(N)    089 42 28.20213(W)     ADJUSTED  
 AT1277* NAVD 88     -         9.7  **(meters)      32.   **(feet)  VERTCON   
 AT1277  **This station is located in a subsidence area (see below).
 AT1277  ___________________________________________________________________
 AT1277  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AT1277  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AT1277
 AT1277  HORZ ORDER  -  THIRD
 AT1277
 AT1277.The horizontal coordinates were established by classical geodetic methods
 AT1277.and adjusted by the National Geodetic Survey in May 1994..
 AT1277
 AT1277 ** The orthometric height has not been validated since last determined
 AT1277 ** by differential leveling and should not be used for control purposes.
 AT1277 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1277 ** area with valid NAVD 88 orthometric heights.
 AT1277 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1277 ** epoch indicated which incorporates improved geoid heights for the
 AT1277 ** Southern Louisiana Subsidence area.
 AT1277 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1277
 AT1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1277
 AT1277.The geoid height was determined by GEOID03.
 AT1277
 AT1277;                    North         East     Units Scale Factor Converg.
 AT1277;SPC LA S     -   161,466.578 1,156,905.358   MT  0.99992619   +0 48 46.0
 AT1277;SPC LA S     -   529,744.93  3,795,613.66   sFT  0.99992619   +0 48 46.0
 AT1277;UTM  16      - 3,315,958.931   238,646.965   MT  1.00044283   -1 21 09.0
 AT1277
 AT1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1277!SPC LA S     -   1.00000257  x   0.99992619  =   0.99992876
 AT1277!UTM  16      -   1.00000257  x   1.00044283  =   1.00044540
 AT1277
 AT1277                          SUPERSEDED SURVEY CONTROL
 AT1277
 AT1277  NAD 83(1992)-  29 56 47.96709(N)    089 42 28.19957(W) AD(       ) 4
 AT1277  NAD 83(1986)-  29 56 47.97643(N)    089 42 28.20034(W) AD(       ) 4
 AT1277  NAD 27      -  29 56 47.24045(N)    089 42 27.99882(W) AD(       ) 3
 AT1277  NGVD 29 (07/19/86)    9.7    (m)           32.     (f) VERT ANG       
 AT1277
 AT1277.Superseded values are not recommended for survey control.
 AT1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1277.See file dsdata.txt to determine how the superseded data were derived.
 AT1277
 AT1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3864715959(NAD 83)
 AT1277_MARKER: 14 = NAVIGATION LIGHT
 AT1277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1277
 AT1277  HISTORY     - Date     Condition        Report By
 AT1277  HISTORY     - 1980     FIRST OBSERVED   NOS
 AT1277
 AT1277                          STATION DESCRIPTION
 AT1277
 AT1277'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AT1277'THE STATION IS THE CENTER OF THE WHITE LIGHT ON A 3 PILE
 AT1277'PLATFORM 17 FEET ABOVE GCHW WITH A GREEN AND WHITE DIAMOND
 AT1277'SHAPED DAYMARK.
 AT1277'
 AT1277'THE STATION IS LOCATED 500 METERS EAST OF THE SOUTHEAST TIP
 AT1277'OF PROCTOR POINT,9 MILES SOUTHEAST OF FORT MACOMB,6.5 MILES
 AT1277'EAST OF MARTELLO CASTLE,AND 5.5 MILES NORTH OF SHELL BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5039 ***********************************************************************
 BJ5039  DESIGNATION -  PROGRESS
 BJ5039  PID         -  BJ5039
 BJ5039  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5039  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5039
 BJ5039                         *CURRENT SURVEY CONTROL
 BJ5039  ___________________________________________________________________
 BJ5039* NAD 83(1992)-  30 27 17.85846(N)    091 09 30.07362(W)     ADJUSTED  
 BJ5039* NAVD 88     -        16.6    (meters)      54.     (feet)  VERTCON   
 BJ5039  ___________________________________________________________________
 BJ5039  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ5039  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ5039
 BJ5039  HORZ ORDER  -  FIRST
 BJ5039
 BJ5039.The horizontal coordinates were established by classical geodetic methods
 BJ5039.and adjusted by the National Geodetic Survey in January 1993..
 BJ5039
 BJ5039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5039
 BJ5039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5039
 BJ5039.The geoid height was determined by GEOID03.
 BJ5039
 BJ5039;                    North         East     Units Scale Factor Converg.
 BJ5039;SPC LA S     -   216,711.276 1,016,804.855   MT  0.99995704   +0 05 15.0
 BJ5039;SPC LA S     -   710,993.58  3,335,967.26   sFT  0.99995704   +0 05 15.0
 BJ5039;UTM  15      - 3,370,641.125   676,821.626   MT  0.99998572   +0 56 01.3
 BJ5039
 BJ5039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5039!SPC LA S     -   1.00000167  x   0.99995704  =   0.99995871
 BJ5039!UTM  15      -   1.00000167  x   0.99998572  =   0.99998739
 BJ5039
 BJ5039:                Primary Azimuth Mark                     Grid Az
 BJ5039:SPC LA S     -  PROGRESS AZ MK                           004 57 12.8
 BJ5039:UTM  15      -  PROGRESS AZ MK                           004 06 26.5
 BJ5039
 BJ5039|---------------------------------------------------------------------|
 BJ5039| PID    Reference Object                     Distance      Geod. Az  |
 BJ5039|                                                           dddmmss.s |
 BJ5039| CW2241 PROGRESS AZ MK                                     0050227.8 |
 BJ5039| CW2242 PROGRESS RM 1                        61.750 METERS 02114     |
 BJ5039| CW2243 PROGRESS RM 2                        28.165 METERS 12359     |
 BJ5039|---------------------------------------------------------------------|
 BJ5039
 BJ5039                          SUPERSEDED SURVEY CONTROL
 BJ5039
 BJ5039  NAD 83(1986)-  30 27 17.87666(N)    091 09 30.07143(W) AD(       ) 1
 BJ5039  NAD 27      -  30 27 17.19322(N)    091 09 29.68518(W) AD(       ) 1
 BJ5039  NGVD 29 (07/19/86)   16.6    (m)           54.     (f) VERT ANG       
 BJ5039
 BJ5039.Superseded values are not recommended for survey control.
 BJ5039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5039.See file dsdata.txt to determine how the superseded data were derived.
 BJ5039
 BJ5039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7682270641(NAD 83)
 BJ5039_MARKER: DS = TRIANGULATION STATION DISK
 BJ5039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5039
 BJ5039  HISTORY     - Date     Condition        Report By
 BJ5039  HISTORY     - 1970     MONUMENTED       NGS
 BJ5039
 BJ5039                          STATION DESCRIPTION
 BJ5039
 BJ5039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ5039'THE STATION IS LOCATED IN THE CITY OF BATON ROUGE, 1-3/4 MILES EAST
 BJ5039'AND 1/4 MILE SOUTH OF THE CAPITOL BUILDING, 0.3 MILE NORTH OF
 BJ5039'FLORIDA BLVD. AND AT THE SOUTH EDGE OF PROGRESS PARK, ON PROPERTY OF
 BJ5039'THE CITY AND EAST BATON ROUGE PARISH DEPARTMENT OF PUBLIC
 BJ5039'WORKS, MR. EUGENE YOUNG, SUPERINTENDENT OF THE PARK AND
 BJ5039'RECREATION DEPARTMENT GRANTED THE PERMISSION FOR THIS SITE, HIS PHONE
 BJ5039'NUMBER IS 348-3106.
 BJ5039'
 BJ5039'TO REACH THE STATION FROM THE INTERSECTION OF FLORIDA BLVD AND
 BJ5039'GEBELIN STREET, AT THE 2900 BLOCK OF FLORIDA BLVD, GO NORTH ON
 BJ5039'GEBELIN STREET FOR 0.2 MILE TO A CROSSROAD, NORTH STREET., CONTINUE
 BJ5039'NORTH ON NORTH 30TH STREET FOR 0.1 MILE TO THE SOUTH EDGE OF
 BJ5039'PROGRESS PARK AND THE STATION AS DESCRIBED.
 BJ5039'
 BJ5039'THE STATION MARKS ARE STANDARD DISKS STAMPED PROGRESS 1970, THE
 BJ5039'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ5039'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 103
 BJ5039'FEET EAST OF THE CENTER OF NORTH 30TH STREET, 98 FEET WEST OF
 BJ5039'PROGRESS STREET, 84 FEET NORTH OF THE INTERSECTION OF NORTH 30TH
 BJ5039'STREET AND PROGRESS STREET AND 54 FEET NORTH OF A POWER POLE.
 BJ5039'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 BJ5039'INCHES BELOW THE GROUND SURFACE.
 BJ5039'
 BJ5039'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PROGRESS NO 1 1970, SET
 BJ5039'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ5039'WITH THE GROUND SURFACE.  IT IS 16.5 FEET WEST OF THE CENTER
 BJ5039'PROGRESS STREET, 13.5 FEET SOUTH OF A WATER HYDRANT, 3 FEET
 BJ5039'WEST OF THE STREET CURB AND 1.5 FEET SOUTH-SOUTHEAST OF A POWER POLE
 BJ5039'WITH TRANSFORMER.
 BJ5039'
 BJ5039'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PROGRESS NO 2 1970, SET
 BJ5039'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ5039'WITH THE GROUND SURFACE.  IT IS 83 FEET NORTH-NORTHWEST OF A 30-INCH
 BJ5039'PECAN TREE, 22 FEET WEST OF THE CENTER OF PROGRESS STREET, 18 FEET
 BJ5039'NORTH OF THE CENTER OF PROGRESS STREET BEFORE IT TURNS AND GOES
 BJ5039'NORTH AND 1.5 FEET WEST-SOUTHWEST OF A POWER POLE.
 BJ5039'
 BJ5039'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PROGRESS 1970, CEMENTED
 BJ5039'IN A DRILL HOLE IN THE EAST CURB OF PROGRESS STREET, 56 FEET
 BJ5039'SOUTHEAST OF THE INTERSECTION OF PROGRESS STREET AND FUQUA STREET, 30
 BJ5039'FEET SOUTH OF A 20-INCH OAK TREE, 27 FEET NORTH OF A POWER POLE, 21
 BJ5039'FEET WEST OF CONCRETE STEP AT A HOUSE AND 13 FEET EAST OF THE
 BJ5039'CENTER OF PROGRESS STREET.
 BJ5039'
 BJ5039'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND NORTH ON
 BJ5039'PROGRESS STREET FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BJ5039'
 BJ5039'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0781 ***********************************************************************
 AV0781  DESIGNATION -  PRONG USGS 1933
 AV0781  PID         -  AV0781
 AV0781  STATE/COUNTY-  LA/CAMERON
 AV0781  USGS QUAD   -  GRAND BAYOU (1982)
 AV0781
 AV0781                         *CURRENT SURVEY CONTROL
 AV0781  ___________________________________________________________________
 AV0781* NAD 83(1992)-  29 51 11.84113(N)    093 09 48.65473(W)     ADJUSTED  
 AV0781* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0781  **This station is located in a subsidence area (see below).
 AV0781  ___________________________________________________________________
 AV0781  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AV0781  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AV0781
 AV0781  HORZ ORDER  -  THIRD
 AV0781
 AV0781.The horizontal coordinates were established by classical geodetic methods
 AV0781.and adjusted by the National Geodetic Survey in January 1993..
 AV0781
 AV0781 ** The orthometric height has not been validated since last determined
 AV0781 ** by differential leveling and should not be used for control purposes.
 AV0781 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0781 ** area with valid NAVD 88 orthometric heights.
 AV0781 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0781 ** epoch indicated which incorporates improved geoid heights for the
 AV0781 ** Southern Louisiana Subsidence area.
 AV0781 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0781.The orthometric height was scaled from a topographic map.
 AV0781
 AV0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0781
 AV0781.The geoid height was determined by GEOID03.
 AV0781
 AV0781;                    North         East     Units Scale Factor Converg.
 AV0781;SPC LA S     -   151,416.678   823,173.459   MT  0.99992904   -0 54 54.4
 AV0781;SPC LA S     -   496,772.88  2,700,694.92   sFT  0.99992904   -0 54 54.4
 AV0781;UTM  15      - 3,302,540.007   484,206.181   MT  0.99960308   -0 04 53.0
 AV0781
 AV0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0781!SPC LA S     -   1.00000421  x   0.99992904  =   0.99993325
 AV0781!UTM  15      -   1.00000421  x   0.99960308  =   0.99960728
 AV0781
 AV0781:                Primary Azimuth Mark                     Grid Az
 AV0781:SPC LA S     -  CREOLE CATHOLIC CHURCH                   175 37 15.7
 AV0781:UTM  15      -  CREOLE CATHOLIC CHURCH                   174 47 14.3
 AV0781
 AV0781|---------------------------------------------------------------------|
 AV0781| PID    Reference Object                     Distance      Geod. Az  |
 AV0781|                                                           dddmmss.s |
 AV0781| AV0786 CREOLE CATHOLIC CHURCH              APPROX. 5.0 KM 1744221.3 |
 AV0781| AV0822 LAMB                                APPROX. 8.5 KM 2662735.5 |
 AV0781|---------------------------------------------------------------------|
 AV0781
 AV0781                          SUPERSEDED SURVEY CONTROL
 AV0781
 AV0781  NAD 83(1986)-  29 51 11.86670(N)    093 09 48.63892(W) AD(       ) 3
 AV0781  NAD 27      -  29 51 11.10000(N)    093 09 48.08000(W) AD(       ) 3
 AV0781
 AV0781.Superseded values are not recommended for survey control.
 AV0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0781.See file dsdata.txt to determine how the superseded data were derived.
 AV0781
 AV0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8420602540(NAD 83)
 AV0781_MARKER: DD = SURVEY DISK
 AV0781_SETTING: 0 = UNSPECIFIED SETTING
 AV0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0781
 AV0781  HISTORY     - Date     Condition        Report By
 AV0781  HISTORY     - 1933     MONUMENTED       USGS
 AV0781  HISTORY     - 1955     GOOD             CGS
 AV0781
 AV0781                          STATION DESCRIPTION
 AV0781
 AV0781'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0781'IN THE E PRONG OF GRAND BAYOU ABOUT 2.7 MILES E FROM ITS
 AV0781'JUNCTION WITH N PRONG.  AT THE SECOND LONG FORK OF E PRONG TO THE
 AV0781'S ON THE N POINT OF A NARROW STRIP OF MARSHY LAND WHICH HAS
 AV0781'E PRONG ON THE N SIDE AND A FORK ON THE S SIDE.
 AV0781'
 AV0781'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0781'PRONG 1933.
 AV0781'
 AV0781'NO REFERENCE MARK.
 AV0781'
 AV0781'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0781'ELEVATED 30 FEET.
 AV0781
 AV0781                          STATION RECOVERY (1955)
 AV0781
 AV0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0781'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AV0781'ADEQUATE WITH THE ADDITION OF THE FOLLOWING MEASURED DISTANCES TO
 AV0781'THE SHORELINE--
 AV0781'
 AV0781'SHORELINE TO W AT SMALL INDENTATION - 26 FT.
 AV0781'
 AV0781'SHORELINE TO N - 17 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6426 ***********************************************************************
 AH6426  DESIGNATION -  PROSPECT
 AH6426  PID         -  AH6426
 AH6426  STATE/COUNTY-  LA/TERREBONNE
 AH6426  USGS QUAD   -  HOUMA (1980)
 AH6426
 AH6426                         *CURRENT SURVEY CONTROL
 AH6426  ___________________________________________________________________
 AH6426* NAD 83(1992)-  29 36 31.02589(N)    090 40 03.09070(W)     ADJUSTED  
 AH6426* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6426  **This station is located in a subsidence area (see below).
 AH6426  ___________________________________________________________________
 AH6426  X           -     -64,656.552 (meters)                     COMP
 AH6426  Y           -  -5,549,423.383 (meters)                     COMP
 AH6426  Z           -   3,132,716.482 (meters)                     COMP
 AH6426  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6426  ELLIP HEIGHT-         -23.33  (meters)          (02/21/02) GPS OBS
 AH6426  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH6426
 AH6426  HORZ ORDER  -  FIRST
 AH6426  ELLP ORDER  -  FIFTH     CLASS I
 AH6426
 AH6426.The horizontal coordinates were established by GPS observations
 AH6426.and adjusted by the National Geodetic Survey in December 1998..
 AH6426
 AH6426 ** The orthometric height has not been validated since last determined
 AH6426 ** by differential leveling and should not be used for control purposes.
 AH6426 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6426 ** area with valid NAVD 88 orthometric heights.
 AH6426 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6426 ** epoch indicated which incorporates improved geoid heights for the
 AH6426 ** Southern Louisiana Subsidence area.
 AH6426 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6426.The orthometric height was determined by GPS observations and a
 AH6426.high-resolution geoid model.
 AH6426
 AH6426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6426
 AH6426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6426
 AH6426.The ellipsoidal height was determined by GPS observations
 AH6426.and is referenced to NAD 83.
 AH6426
 AH6426.The geoid height was determined by GEOID03.
 AH6426
 AH6426;                    North         East     Units Scale Factor Converg.
 AH6426;SPC LA S     -   123,072.319 1,064,488.282   MT  0.99994902   +0 19 58.5
 AH6426;SPC LA S     -   403,779.77  3,492,408.64   sFT  0.99994902   +0 19 58.5
 AH6426;UTM  15      - 3,277,690.693   725,871.452   MT  1.00022954   +1 09 10.4
 AH6426
 AH6426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6426!SPC LA S     -   1.00000366  x   0.99994902  =   0.99995268
 AH6426!UTM  15      -   1.00000366  x   1.00022954  =   1.00023320
 AH6426
 AH6426:                Primary Azimuth Mark                     Grid Az
 AH6426:SPC LA S     -  PROSPECT AZ MK                           295 57 38.5
 AH6426:UTM  15      -  PROSPECT AZ MK                           295 08 26.6
 AH6426
 AH6426|---------------------------------------------------------------------|
 AH6426| PID    Reference Object                     Distance      Geod. Az  |
 AH6426|                                                           dddmmss.s |
 AH6426| AH6425 PROSPECT AZ MK                      458.564 METERS 2961737.0 |
 AH6426|---------------------------------------------------------------------|
 AH6426
 AH6426                          SUPERSEDED SURVEY CONTROL
 AH6426
 AH6426  ELLIP H (12/17/98)  -23.25   (m)                       GP(       ) 4 2
 AH6426
 AH6426.Superseded values are not recommended for survey control.
 AH6426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6426.See file dsdata.txt to determine how the superseded data were derived.
 AH6426
 AH6426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2587177691(NAD 83)
 AH6426_MARKER: DD = SURVEY DISK
 AH6426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6426_STAMPING: PROSPECT 1989
 AH6426_MARK LOGO: LA-109
 AH6426_PROJECTION: FLUSH
 AH6426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6426+STABILITY: SURFACE MOTION
 AH6426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6426+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6426
 AH6426  HISTORY     - Date     Condition        Report By
 AH6426  HISTORY     - 1990     MONUMENTED       GSENG
 AH6426
 AH6426                          STATION DESCRIPTION
 AH6426
 AH6426'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6426'MONUMENT IS LOCATED IN THE CENTERLINE MEDIAN OF PROSPECT AVENUE
 AH6426'EXTENSION NEAR THE INTERSECTION OF COTEAU ROAD (HIGHWAY 660), TOWNSHIP
 AH6426'17 SOUTH RANGE 18 EAST SECTION 23, AND IS APPROXIMATELY 100.00 FT
 AH6426'(30.48 M) NORTH OF THE INTERSECTION.  MONUMENT IS A TERREBONNE PARISH
 AH6426'L.I.S. BRASS DISK THAT IS STAMPED PROSPECT 1989 AND IS RECESSED 0.35
 AH6426'FT (10.67 CM) BELOW THE GROUND SURFACE. MONUMENT IS 71.58 FT (21.82 M)
 AH6426'EAST OF A LOUISIANA DEPT OF HIGHWAYS RIGHT-OF-WAY MARKER, 73.94 FT
 AH6426'(22.54 M) NORTH OF A NAIL/SHINER SET NEAR THE CURB OF THE SOUTHERN
 AH6426'EDGE OF THE MEDIAN, 48.84 FT (14.89 M) WESTERLY OF A HIGHWAY SIGN THAT
 AH6426'HAS A TRANSIT MARK ON THE METAL POST.  MONUMENT IS 23.00 FT (7.01 M)
 AH6426'WEST OF THE CENTERLINE OF THE NORTHBOUND LANES AND 23.50 FT (7.16 M)
 AH6426'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF PROSPECT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6425 ***********************************************************************
 AH6425  DESIGNATION -  PROSPECT AZ MK
 AH6425  PID         -  AH6425
 AH6425  STATE/COUNTY-  LA/TERREBONNE
 AH6425  USGS QUAD   -  HOUMA (1980)
 AH6425
 AH6425                         *CURRENT SURVEY CONTROL
 AH6425  ___________________________________________________________________
 AH6425* NAD 83(1992)-  29 36 37.62282(N)    090 40 18.37063(W)     ADJUSTED  
 AH6425* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6425  **This station is located in a subsidence area (see below).
 AH6425  ___________________________________________________________________
 AH6425  X           -     -65,066.466 (meters)                     COMP
 AH6425  Y           -  -5,549,317.695 (meters)                     COMP
 AH6425  Z           -   3,132,892.777 (meters)                     COMP
 AH6425  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6425  ELLIP HEIGHT-         -23.94  (meters)          (02/21/02) GPS OBS
 AH6425  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH6425
 AH6425  HORZ ORDER  -  FIRST
 AH6425  ELLP ORDER  -  FIFTH     CLASS I
 AH6425
 AH6425.The horizontal coordinates were established by GPS observations
 AH6425.and adjusted by the National Geodetic Survey in December 1998..
 AH6425
 AH6425 ** The orthometric height has not been validated since last determined
 AH6425 ** by differential leveling and should not be used for control purposes.
 AH6425 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6425 ** area with valid NAVD 88 orthometric heights.
 AH6425 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6425 ** epoch indicated which incorporates improved geoid heights for the
 AH6425 ** Southern Louisiana Subsidence area.
 AH6425 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6425.The orthometric height was determined by GPS observations and a
 AH6425.high-resolution geoid model.
 AH6425
 AH6425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6425
 AH6425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6425
 AH6425.The ellipsoidal height was determined by GPS observations
 AH6425.and is referenced to NAD 83.
 AH6425
 AH6425.The geoid height was determined by GEOID03.
 AH6425
 AH6425;                    North         East     Units Scale Factor Converg.
 AH6425;SPC LA S     -   123,273.048 1,064,076.011   MT  0.99994881   +0 19 50.8
 AH6425;SPC LA S     -   404,438.32  3,491,056.05   sFT  0.99994881   +0 19 50.8
 AH6425;UTM  15      - 3,277,885.555   725,456.234   MT  1.00022722   +1 09 03.1
 AH6425
 AH6425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6425!SPC LA S     -   1.00000376  x   0.99994881  =   0.99995257
 AH6425!UTM  15      -   1.00000376  x   1.00022722  =   1.00023098
 AH6425
 AH6425:                Primary Azimuth Mark                     Grid Az
 AH6425:SPC LA S     -  PROSPECT                                 115 57 38.6
 AH6425:UTM  15      -  PROSPECT                                 115 08 26.3
 AH6425
 AH6425|---------------------------------------------------------------------|
 AH6425| PID    Reference Object                     Distance      Geod. Az  |
 AH6425|                                                           dddmmss.s |
 AH6425| AH6426 PROSPECT                            458.564 METERS 1161729.4 |
 AH6425|---------------------------------------------------------------------|
 AH6425
 AH6425                          SUPERSEDED SURVEY CONTROL
 AH6425
 AH6425  ELLIP H (12/17/98)  -23.86   (m)                       GP(       ) 4 2
 AH6425
 AH6425.Superseded values are not recommended for survey control.
 AH6425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6425.See file dsdata.txt to determine how the superseded data were derived.
 AH6425
 AH6425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2545677886(NAD 83)
 AH6425_MARKER: DD = SURVEY DISK
 AH6425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6425_STAMPING: PROSPECT AZ MK 1993
 AH6425_MARK LOGO: TPCG  
 AH6425_PROJECTION: FLUSH
 AH6425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6425+STABILITY: SURFACE MOTION
 AH6425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6425+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6425
 AH6425  HISTORY     - Date     Condition        Report By
 AH6425  HISTORY     - 1990     MONUMENTED       GSENG
 AH6425
 AH6425                          STATION DESCRIPTION
 AH6425
 AH6425'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6425'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6425'LA. HIGHWAY 660 (COTEAU ROAD), (TOWNSHIP 17 SOUTH RANGE 18 EAST
 AH6425'SECTION 23).  MONUMENT IS A TERREBONNE PARISH L.I.S. DISK SET IN
 AH6425'CONCRETE 0.1 FT BELOW THE LEVEL OF THE GROUND. MONUMENT IS ABOUT 1500
 AH6425'FT (457.2 M) WEST OF THE INTERSECTION OF LA. HIGHWAY 660 (COTEAU ROAD)
 AH6425'AND PROSPECT STREET, 25.42 FT (7.75 M) NORTH OF THE CENTERLINE OF LA.
 AH6425'HIGHWAY 660 (COTEAU ROAD), 63.93 FT (19.49 M) NORTHEAST OF THE SOUTH
 AH6425'END OF A 30 INCH X 18 INCH CONCRETE CULVERT CROSSING LA. HIGHWAY 660,
 AH6425'126.4 FT (38.5 M) EAST OF A NAIL/ SHINER IN A LIGHT POLE, 34.25 FT
 AH6425'(10.44 M) SOUTHEAST OF THE EAST CORNER OF A 4.2 FT X 3.2 FT DROP INLET
 AH6425'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2826 ***********************************************************************
 BX2826  DESIGNATION -  PROVENCAL
 BX2826  PID         -  BX2826
 BX2826  STATE/COUNTY-  LA/NATCHITOCHES
 BX2826  USGS QUAD   -  PROVENCAL (1992)
 BX2826
 BX2826                         *CURRENT SURVEY CONTROL
 BX2826  ___________________________________________________________________
 BX2826* NAD 83(1992)-  31 38 45.83287(N)    093 11 17.39544(W)     ADJUSTED  
 BX2826* NAVD 88     -        43.51   (+/-2cm)     142.7    (feet)  VERTCON   
 BX2826  ___________________________________________________________________
 BX2826  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BX2826  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2826
 BX2826  HORZ ORDER  -  FIRST
 BX2826  VERT ORDER  -  THIRD ? (See Below)
 BX2826
 BX2826.The horizontal coordinates were established by classical geodetic methods
 BX2826.and adjusted by the National Geodetic Survey in January 1993..
 BX2826
 BX2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2826.The vertical order pertains to the NGVD 29 superseded value.
 BX2826
 BX2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2826
 BX2826.The geoid height was determined by GEOID03.
 BX2826
 BX2826;                    North         East     Units Scale Factor Converg.
 BX2826;SPC LA N     -   127,277.228   934,729.812   MT  0.99992591   -0 21 49.8
 BX2826;SPC LA N     -   417,575.37  3,066,692.72   sFT  0.99992591   -0 21 49.8
 BX2826;UTM  15      - 3,501,221.099   482,158.823   MT  0.99960393   -0 05 55.4
 BX2826
 BX2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2826!SPC LA N     -   0.99999727  x   0.99992591  =   0.99992318
 BX2826!UTM  15      -   0.99999727  x   0.99960393  =   0.99960121
 BX2826
 BX2826:                Primary Azimuth Mark                     Grid Az
 BX2826:SPC LA N     -  BAY                                      133 13 24.6
 BX2826:UTM  15      -  BAY                                      132 57 30.2
 BX2826
 BX2826|---------------------------------------------------------------------|
 BX2826| PID    Reference Object                     Distance      Geod. Az  |
 BX2826|                                                           dddmmss.s |
 BX2826| BX1694 BAY                                 APPROX. 2.3 KM 1325134.8 |
 BX2826| BX2828 VICTORIA                            APPROX. 5.8 KM 2984926.1 |
 BX2826| CV9091 PROVENCAL RM                         43.370 METERS 29957     |
 BX2826|---------------------------------------------------------------------|
 BX2826
 BX2826                          SUPERSEDED SURVEY CONTROL
 BX2826
 BX2826  NAD 83(1986)-  31 38 45.84907(N)    093 11 17.38760(W) AD(       ) 1
 BX2826  NAD 27      -  31 38 45.24700(N)    093 11 16.78100(W) AD(       ) 1
 BX2826  NGVD 29 (07/19/86)   43.56   (m)          142.9    (f) LEVELING    3  
 BX2826
 BX2826.Superseded values are not recommended for survey control.
 BX2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2826.See file dsdata.txt to determine how the superseded data were derived.
 BX2826
 BX2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8215901221(NAD 83)
 BX2826_MARKER: DS = TRIANGULATION STATION DISK
 BX2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2826
 BX2826  HISTORY     - Date     Condition        Report By
 BX2826  HISTORY     - 1919     MONUMENTED       CGS
 BX2826  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2826  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2826  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2826
 BX2826                          STATION DESCRIPTION
 BX2826
 BX2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2826'STATION IS ABOUT 3/4 MILE E OF PROVENCAL, ABOUT 8 TELEGRAPH
 BX2826'POLES W OF MILEPOST NO. 245, AT POINT OF INTERSECTION OF
 BX2826'TANGENT TO CURVE OF N RAILS FROM E AND W, AND 12.85 METERS
 BX2826'(42.2 FEET) N OF CENTER LINE OF MAIN TRACK.
 BX2826'
 BX2826'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2826'DISKS SET IN CONCRETE.
 BX2826'
 BX2826'REFERENCE MARK 43.370 METERS (142.29 FEET) FROM STATION
 BX2826'N 60 DEG 03 MIN W.
 BX2826
 BX2826                          STATION RECOVERY (1935)
 BX2826
 BX2826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2826'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT FOUND.  IT
 BX2826'IS THOUGHT THAT STATION AND UNDERGROUND MARKS HAVE BEEN DUG
 BX2826'OUT BY EXCAVATION FOR OIL PIPE LINE.
 BX2826
 BX2826                          STATION RECOVERY (1995)
 BX2826
 BX2826'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2826'MARK NOT FOUND.
 BX2826
 BX2826                          STATION RECOVERY (2001)
 BX2826
 BX2826'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX2826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2834 ***********************************************************************
 CP2834  DESIGNATION -  PROVIDENCE
 CP2834  PID         -  CP2834
 CP2834  STATE/COUNTY-  LA/EAST CARROLL
 CP2834  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2834
 CP2834                         *CURRENT SURVEY CONTROL
 CP2834  ___________________________________________________________________
 CP2834* NAD 83(1992)-  32 48 11.51553(N)    091 10 24.62449(W)     ADJUSTED  
 CP2834* NAVD 88     -        31.653  (meters)     103.85   (feet)  ADJUSTED  
 CP2834  ___________________________________________________________________
 CP2834  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CP2834  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP2834  DYNAMIC HT  -          31.618 (meters)     103.73  (feet)  COMP
 CP2834  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CP2834
 CP2834  HORZ ORDER  -  SECOND
 CP2834  VERT ORDER  -  SECOND    CLASS I
 CP2834
 CP2834.The horizontal coordinates were established by classical geodetic methods
 CP2834.and adjusted by the National Geodetic Survey in May 1994..
 CP2834
 CP2834.The orthometric height was determined by differential leveling
 CP2834.and adjusted by the National Geodetic Survey in May 1997..
 CP2834
 CP2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2834
 CP2834.The geoid height was determined by GEOID03.
 CP2834
 CP2834.The dynamic height is computed by dividing the NAVD 88
 CP2834.geopotential number by the normal gravity value computed on the
 CP2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2834.degrees latitude (g = 980.6199 gals.).
 CP2834
 CP2834.The modeled gravity was interpolated from observed gravity values.
 CP2834
 CP2834;                    North         East     Units Scale Factor Converg.
 CP2834;SPC LA N     -   256,138.927 1,124,240.653   MT  1.00003398   +0 42 04.7
 CP2834;SPC LA N     -   840,349.13  3,688,446.21   sFT  1.00003398   +0 42 04.7
 CP2834;UTM  15      - 3,630,946.908   671,013.231   MT  0.99996062   +0 59 23.1
 CP2834
 CP2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2834!SPC LA N     -   0.99999917  x   1.00003398  =   1.00003315
 CP2834!UTM  15      -   0.99999917  x   0.99996062  =   0.99995979
 CP2834
 CP2834|---------------------------------------------------------------------|
 CP2834| PID    Reference Object                     Distance      Geod. Az  |
 CP2834|                                                           dddmmss.s |
 CP2834| AA2856 PROVIDENCE RM 1                      27.800 METERS 11738     |
 CP2834| CP2865 TRANSYLVANIA ATT MICROWAVE          APPROX.13.4 KM 1951431.6 |
 CP2834| CP2888 GOODE RESET                         APPROX. 9.3 KM 2450853.3 |
 CP2834| CP2835 LAKE PROVIDENCE MUN TANK            APPROX. 1.1 KM 2730752.3 |
 CP2834| CP2836 LAKE PROVIDENCE FED COMP W TK       APPROX. 2.3 KM 2852355.9 |
 CP2834| CP2829 LAKE PROVIDENCE FED COMP E TK       APPROX. 2.2 KM 2854652.4 |
 CP2834| AA2857 PROVIDENCE RM 2                      51.093 METERS 35724     |
 CP2834|---------------------------------------------------------------------|
 CP2834
 CP2834                          SUPERSEDED SURVEY CONTROL
 CP2834
 CP2834  NAD 83(1992)-  32 48 11.52066(N)    091 10 24.62125(W) AD(       ) 2
 CP2834  NAD 83(1986)-  32 48 11.52802(N)    091 10 24.61785(W) AD(       ) 2
 CP2834  NAD 27      -  32 48 11.06021(N)    091 10 24.22437(W) AD(       ) 2
 CP2834  NGVD 29 (07/19/86)   32.0    (m)          105.     (f) VERT ANG       
 CP2834
 CP2834.Superseded values are not recommended for survey control.
 CP2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2834.See file dsdata.txt to determine how the superseded data were derived.
 CP2834
 CP2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7101330947(NAD 83)
 CP2834_MARKER: DS = TRIANGULATION STATION DISK
 CP2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2834_STAMPING: PROVIDENCE 1970
 CP2834_MARK LOGO: CGS   
 CP2834_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2834+STABILITY: SURFACE MOTION
 CP2834
 CP2834  HISTORY     - Date     Condition        Report By
 CP2834  HISTORY     - 1970     MONUMENTED       NGS
 CP2834  HISTORY     - 19870115 GOOD             LADTD
 CP2834
 CP2834                          STATION DESCRIPTION
 CP2834
 CP2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2834'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 CP2834'
 CP2834'THE STATION IS LOCATED ON THE GROUNDS OF THE EAST CARROLL PARISH
 CP2834'COURTHOUSE IN LAKE PROVIDENCE, ON THE NORTH SIDE OF 2 ND STREET,
 CP2834'IN SECTION 15, T 21 N AND R 13 E.
 CP2834'
 CP2834'TO REACH THE STATION FROM THE POST OFFICE IN LAKE PROVIDENCE, GO
 CP2834'WEST ON 2 ND STREET FOR (TWO BLOCKS) 0.35 MILE TO THE COURTHOUSE
 CP2834'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF HOOD STREET AND
 CP2834'2ND STREET AS DESCRIBED.
 CP2834'
 CP2834'THE STATION MARKS ARE STANDARD DISKS STAMPED PROVIDENCE
 CP2834'1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CP2834'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP2834'SURFACE.  IT IS 188 FEET WEST-NORTHWEST OF THE INTERSECTION OF
 CP2834'2 ND STREET AND HOOD STREET, 99 FEET SOUTH OF THE SOUTHWEST
 CP2834'CORNER OF THE OLD COURTHOUSE BUILDING, 82 FEET SOUTHWEST OF A
 CP2834'40-INCH OAK TREE AND 49 FEET NORTH OF THE CENTER OF 2 ND
 CP2834'STREET.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CP2834'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP2834'
 CP2834'REFERENCE MARK 1, A STANDARD DISK STAMPED PROVIDENCE NO 1 1970,
 CP2834'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2834'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 99 FEET
 CP2834'NORTHWEST OF THE INTERSECTION OF 2 ND STREET AND HOOD STREET, 61
 CP2834'FEET SOUTHEAST OF A 40-INCH OAK TREE AND 35 FEET NORTH OF THE
 CP2834'CENTER OF 2 ND STREET.
 CP2834'
 CP2834'REFERENCE MARK 2, A STANDARD DISK STAMPED PROVIDENCE NO 2 1970,
 CP2834'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2834'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 206 FEET
 CP2834'NORTH OF THE CENTER OF 2 ND STREET, 87 FEET NORTHWEST OF THE
 CP2834'SOUTHWEST CORNER OF THE OLD COURTHOUSE BUILDING AND 2 FEET
 CP2834'SOUTHWEST OF A POWERLINE POLE.
 CP2834'
 CP2834'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 CP2834
 CP2834                          STATION RECOVERY (1987)
 CP2834
 CP2834'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP2834'THE STATION IS LOCATED ON THE GROUNDS OF THE EAST CARROLL PARISH
 CP2834'COURTHOUSE IN LAKE PROVIDENCE, 57.3 M (188.0 FT) WEST-NORTHWEST OF THE
 CP2834'INTERSECTION OF 2ND AND HOOD STREETS, 30.2 M (99.1 FT) SOUTH OF THE
 CP2834'SOUTHWEST CORNER OF THE OLD COURTHOUSE BUILDING, 25 M (82.0 FT)
 CP2834'SOUTHWEST OF A 40-INCH OAK TREE AND 14.9 M (48.9 FT) NORTH OF THE
 CP2834'CENTER OF 2ND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2856 ***********************************************************************
 AA2856  DESIGNATION -  PROVIDENCE RM 1
 AA2856  PID         -  AA2856
 AA2856  STATE/COUNTY-  LA/EAST CARROLL
 AA2856  USGS QUAD   -  LAKE PROVIDENCE (1994)
 AA2856
 AA2856                         *CURRENT SURVEY CONTROL
 AA2856  ___________________________________________________________________
 AA2856* NAD 83(1986)-  32 48 11.     (N)    091 10 24.     (W)     SCALED    
 AA2856* NAVD 88     -        31.584  (meters)     103.62   (feet)  ADJUSTED  
 AA2856  ___________________________________________________________________
 AA2856  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA2856  DYNAMIC HT  -          31.549 (meters)     103.51  (feet)  COMP
 AA2856  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 AA2856
 AA2856  VERT ORDER  -  SECOND    CLASS I
 AA2856
 AA2856.The horizontal coordinates were scaled from a topographic map and have
 AA2856.an estimated accuracy of +/- 6 seconds.
 AA2856
 AA2856.The orthometric height was determined by differential leveling
 AA2856.and adjusted by the National Geodetic Survey in May 1997..
 AA2856
 AA2856.The geoid height was determined by GEOID03.
 AA2856
 AA2856.The dynamic height is computed by dividing the NAVD 88
 AA2856.geopotential number by the normal gravity value computed on the
 AA2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2856.degrees latitude (g = 980.6199 gals.).
 AA2856
 AA2856.The modeled gravity was interpolated from observed gravity values.
 AA2856
 AA2856;                    North         East    Units  Estimated Accuracy
 AA2856;SPC LA N     -   256,120.    1,124,260.      MT  (+/- 180 meters Scaled)
 AA2856
 AA2856                          SUPERSEDED SURVEY CONTROL
 AA2856
 AA2856.No superseded survey control is available for this station.
 AA2856
 AA2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS710309(NAD 83)
 AA2856_MARKER: DR = REFERENCE MARK DISK
 AA2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2856_STAMPING: PROVIDENCE NO 1 1970
 AA2856_MARK LOGO: CGS   
 AA2856_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2856+STABILITY: SURFACE MOTION
 AA2856
 AA2856  HISTORY     - Date     Condition        Report By
 AA2856  HISTORY     - 1970     MONUMENTED       NGS
 AA2856  HISTORY     - 19870115 GOOD             LADTD
 AA2856
 AA2856                          STATION DESCRIPTION
 AA2856
 AA2856'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2856'THE MARK IS LOCATED ON THE GROUNDS OF THE EAST CARROLL PARISH
 AA2856'COURTHOUSE IN LAKE PROVIDENCE, 30.7 M (100.7 FT) NORTHWEST OF THE
 AA2856'INTERSECTION OF 2ND AND HOOD STREETS, 18.6 M (61.0 FT) SOUTHEAST OF A
 AA2856'40-INCH OAK TREE AND 10.7 M (35.1 FT) NORTH OF THE CENTER OF 2ND
 AA2856'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2857 ***********************************************************************
 AA2857  DESIGNATION -  PROVIDENCE RM 2
 AA2857  PID         -  AA2857
 AA2857  STATE/COUNTY-  LA/EAST CARROLL
 AA2857  USGS QUAD   -  LAKE PROVIDENCE (1994)
 AA2857
 AA2857                         *CURRENT SURVEY CONTROL
 AA2857  ___________________________________________________________________
 AA2857* NAD 83(1986)-  32 48 11.     (N)    091 10 24.     (W)     SCALED    
 AA2857* NAVD 88     -        31.916  (meters)     104.71   (feet)  ADJUSTED  
 AA2857  ___________________________________________________________________
 AA2857  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA2857  DYNAMIC HT  -          31.881 (meters)     104.60  (feet)  COMP
 AA2857  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 AA2857
 AA2857  VERT ORDER  -  SECOND    CLASS I
 AA2857
 AA2857.The horizontal coordinates were scaled from a topographic map and have
 AA2857.an estimated accuracy of +/- 6 seconds.
 AA2857
 AA2857.The orthometric height was determined by differential leveling
 AA2857.and adjusted by the National Geodetic Survey in May 1997..
 AA2857
 AA2857.The geoid height was determined by GEOID03.
 AA2857
 AA2857.The dynamic height is computed by dividing the NAVD 88
 AA2857.geopotential number by the normal gravity value computed on the
 AA2857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2857.degrees latitude (g = 980.6199 gals.).
 AA2857
 AA2857.The modeled gravity was interpolated from observed gravity values.
 AA2857
 AA2857;                    North         East    Units  Estimated Accuracy
 AA2857;SPC LA N     -   256,120.    1,124,260.      MT  (+/- 180 meters Scaled)
 AA2857
 AA2857                          SUPERSEDED SURVEY CONTROL
 AA2857
 AA2857.No superseded survey control is available for this station.
 AA2857
 AA2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS710309(NAD 83)
 AA2857_MARKER: DR = REFERENCE MARK DISK
 AA2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2857_STAMPING: PROVIDENCE NO 2 1970
 AA2857_MARK LOGO: CGS   
 AA2857_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2857+STABILITY: SURFACE MOTION
 AA2857
 AA2857  HISTORY     - Date     Condition        Report By
 AA2857  HISTORY     - 1970     MONUMENTED       NGS
 AA2857  HISTORY     - 19870115 GOOD             LADTD
 AA2857
 AA2857                          STATION DESCRIPTION
 AA2857
 AA2857'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2857'THE MARK IS LOCATED ON THE GROUNDS OF THE EAST CARROLL PARISH
 AA2857'COURTHOUSE IN LAKE PROVIDENCE, 62.8 M (206.0 FT) NORTH OF THE CENTER
 AA2857'OF 2ND STREET, 26.5 M (86.9 FT) NORTHWEST OF THE SOUTHWEST CORNER OF
 AA2857'THE OLD COURTHOUSE BUILDING AND 0.6 M (2.0 FT) SOUTHWEST OF A POWER
 AA2857'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1923 ***********************************************************************
 CQ1923  DESIGNATION -  PRP 30 C RRS
 CQ1923  PID         -  CQ1923
 CQ1923  STATE/COUNTY-  LA/BOSSIER
 CQ1923  USGS QUAD   -  DIXIE (1982)
 CQ1923
 CQ1923                         *CURRENT SURVEY CONTROL
 CQ1923  ___________________________________________________________________
 CQ1923* NAD 83(1986)-  32 43 38.     (N)    093 46 53.     (W)     SCALED    
 CQ1923* NAVD 88     -        69.841  (meters)     229.14   (feet)  ADJUSTED  
 CQ1923  ___________________________________________________________________
 CQ1923  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1923  DYNAMIC HT  -          69.764 (meters)     228.88  (feet)  COMP
 CQ1923  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CQ1923
 CQ1923  VERT ORDER  -  FIRST     CLASS II
 CQ1923
 CQ1923.The horizontal coordinates were scaled from a topographic map and have
 CQ1923.an estimated accuracy of +/- 6 seconds.
 CQ1923
 CQ1923.The orthometric height was determined by differential leveling
 CQ1923.and adjusted by the National Geodetic Survey in June 1991..
 CQ1923
 CQ1923.The geoid height was determined by GEOID03.
 CQ1923
 CQ1923.The dynamic height is computed by dividing the NAVD 88
 CQ1923.geopotential number by the normal gravity value computed on the
 CQ1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1923.degrees latitude (g = 980.6199 gals.).
 CQ1923
 CQ1923.The modeled gravity was interpolated from observed gravity values.
 CQ1923
 CQ1923;                    North         East    Units  Estimated Accuracy
 CQ1923;SPC LA N     -   247,660.      879,880.      MT  (+/- 180 meters Scaled)
 CQ1923
 CQ1923                          SUPERSEDED SURVEY CONTROL
 CQ1923
 CQ1923  NGVD 29 (??/??/??)   69.914  (m)          229.38   (f) ADJUSTED    1 2
 CQ1923
 CQ1923.Superseded values are not recommended for survey control.
 CQ1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1923.See file dsdata.txt to determine how the superseded data were derived.
 CQ1923
 CQ1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS267213(NAD 83)
 CQ1923_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1923_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1923_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1923
 CQ1923  HISTORY     - Date     Condition        Report By
 CQ1923  HISTORY     - UNK      MONUMENTED       DOD
 CQ1923  HISTORY     - 1961     GOOD             CGS
 CQ1923  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1923
 CQ1923                          STATION DESCRIPTION
 CQ1923
 CQ1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1923'4.75 MI NW FROM BENTON.
 CQ1923'3.55 MILES NORTHWEST ALONG AN OILED ROAD FROM ST. LOUIS SOUTHWESTERN
 CQ1923'RAIL ROAD STATION AT BENTON, THENCE 0.55 MILES WEST ALONG A DIRT ROAD,
 CQ1923'THENCE 0.65 MILE SOUTH ALONG A TRAIL ROAD THROUGH MR. J. P. JONES
 CQ1923'PASTURE, 0.15 MILE SOUTHWEST OF A GATE IN AN EAST-WEST FENCE LINE, 90
 CQ1923'FEET EAST OF EAST BANK OF THE RED RIVER, 150 FEET WEST OF CENTER LINE
 CQ1923'OF TRAIL ROAD, 247 FEET WEST OF A 48-INCH OAK TREE, 195 FEET WEST OF A
 CQ1923'44-INCH PECAN TREE, 0.8 FEET WEST OF A METAL WITNESS POST, A COPPER
 CQ1923'BOLT, ACCESS THROUGH, A U.S.E. IRON CAP BOLTED ON TOP OF AN IRON PIPE
 CQ1923'SET IN THE GROUND, AND ABOUT FLUSH WITH THE GROUND.
 CQ1923
 CQ1923                          STATION RECOVERY (2002)
 CQ1923
 CQ1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1923'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1938 ***********************************************************************
 CQ1938  DESIGNATION -  PRP 32
 CQ1938  PID         -  CQ1938
 CQ1938  STATE/COUNTY-  LA/BOSSIER
 CQ1938  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1938
 CQ1938                         *CURRENT SURVEY CONTROL
 CQ1938  ___________________________________________________________________
 CQ1938* NAD 83(1986)-  32 36 16.     (N)    093 44 19.     (W)     SCALED    
 CQ1938* NAVD 88     -        55.50   (+/-2cm)     182.1    (feet)  VERTCON   
 CQ1938  ___________________________________________________________________
 CQ1938  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1938
 CQ1938  VERT ORDER  -  ? (See Below)
 CQ1938
 CQ1938.The horizontal coordinates were scaled from a topographic map and have
 CQ1938.an estimated accuracy of +/- 6 seconds.
 CQ1938
 CQ1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1938.The vertical order pertains to the NGVD 29 superseded value.
 CQ1938
 CQ1938.The geoid height was determined by GEOID03.
 CQ1938
 CQ1938;                    North         East    Units  Estimated Accuracy
 CQ1938;SPC LA N     -   234,000.      883,740.      MT  (+/- 180 meters Scaled)
 CQ1938
 CQ1938                          SUPERSEDED SURVEY CONTROL
 CQ1938
 CQ1938  NGVD 29 (??/??/??)   55.568  (m)          182.31   (f) ADJUSTED    ?  
 CQ1938
 CQ1938.Superseded values are not recommended for survey control.
 CQ1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1938.See file dsdata.txt to determine how the superseded data were derived.
 CQ1938
 CQ1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS306076(NAD 83)
 CQ1938_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1938_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1938_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1938
 CQ1938  HISTORY     - Date     Condition        Report By
 CQ1938  HISTORY     - UNK      MONUMENTED       DOD
 CQ1938  HISTORY     - 1960     MARK NOT FOUND   CGS
 CQ1938
 CQ1938                          STATION DESCRIPTION
 CQ1938
 CQ1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1938'IN VANCEVILLE.
 CQ1938'NEAR VANCEVILLE, BOSSIER PARISH, BETWEEN THE ST. LOUIS SOUTHWESTERN
 CQ1938'RAILWAY AND RED RIVER, ON THE TOP OF THE OLD LEVEE, ON THE VANCE
 CQ1938'PLANTATION, ABOUT 1200 FEET WEST AND 140 FEET NORTH OF THE GENERAL
 CQ1938'STORE, ABOUT 316 FEET SOUTH OF A 42-INCH COTTONWOOD TREE ON THE OLD
 CQ1938'LEVEE, AND ABOUT 100 FEET WEST OF THE PRESENT LEVEE. A COPPER BOLT,
 CQ1938'ACCESS THROUGH AN IRON PIPE, ON THE TOP OF WHICH IS BOLTED AN IRON
 CQ1938'CAP BEARING A SMALL BOSS AND THE LETTERS USEBM.  NOTE-- THE OLD LEVEE
 CQ1938'MENTIONED IN THE DESCRIPTION HAS BEEN LEVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0406 ***********************************************************************
 CQ0406  DESIGNATION -  PRP BRESTON BOLT
 CQ0406  PID         -  CQ0406
 CQ0406  STATE/COUNTY-  LA/CALDWELL
 CQ0406  USGS QUAD   -  RIVERTON (1989)
 CQ0406
 CQ0406                         *CURRENT SURVEY CONTROL
 CQ0406  ___________________________________________________________________
 CQ0406* NAD 83(1986)-  32 10 11.     (N)    092 05 46.     (W)     SCALED    
 CQ0406* NAVD 88     -        19.95   (+/-2cm)      65.5    (feet)  VERTCON   
 CQ0406  ___________________________________________________________________
 CQ0406  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0406
 CQ0406  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0406
 CQ0406.The horizontal coordinates were scaled from a topographic map and have
 CQ0406.an estimated accuracy of +/- 6 seconds.
 CQ0406
 CQ0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0406.The vertical order pertains to the NGVD 29 superseded value.
 CQ0406
 CQ0406.The geoid height was determined by GEOID03.
 CQ0406
 CQ0406;                    North         East    Units  Estimated Accuracy
 CQ0406;SPC LA N     -   185,200.    1,038,090.      MT  (+/- 180 meters Scaled)
 CQ0406
 CQ0406                          SUPERSEDED SURVEY CONTROL
 CQ0406
 CQ0406  NGVD 29 (??/??/??)   19.977  (m)           65.54   (f) ADJUSTED    1 2
 CQ0406
 CQ0406.Superseded values are not recommended for survey control.
 CQ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0406.See file dsdata.txt to determine how the superseded data were derived.
 CQ0406
 CQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR852596(NAD 83)
 CQ0406_MARKER: B = BOLT
 CQ0406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0406_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0406
 CQ0406  HISTORY     - Date     Condition        Report By
 CQ0406  HISTORY     - UNK      MONUMENTED       DOD
 CQ0406  HISTORY     - 1966     GOOD             CGS
 CQ0406
 CQ0406                          STATION DESCRIPTION
 CQ0406
 CQ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0406'5.6 MI N FROM COLUMBIA.
 CQ0406'ABOUT 5.45 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END
 CQ0406'OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE ABOUT 0.15
 CQ0406'MILE WEST ALONG AN EAST-WEST FENCE LINE, ABOUT 0.55 MILE NORTH OF THE
 CQ0406'MISSOURI PACIFIC RAILROAD STATION SIGN AT THE SMALL COMMUNITY OF
 CQ0406'RIVERTON, ABOUT 0.15 MILE WEST OF THE RAILROAD, ON PROPERTY BELONGING
 CQ0406'TO MR. YOUNDBLOOD, 202 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CQ0406'LARGE TWO-STORIED HOUSE, 112 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 CQ0406'OLD BARN, 47 FEET NORTHEAST OF A POWER POLE, 18 1/2 FEET NORTH OF AN
 CQ0406'EAST-WEST FENCE, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT
 CQ0406'3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 CQ0406'A 3-INCH IRON PIPE WHICH BEARS A BRASS CAP AND PROJECTS 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0405 ***********************************************************************
 CQ0405  DESIGNATION -  PRP BRESTON CAP
 CQ0405  PID         -  CQ0405
 CQ0405  STATE/COUNTY-  LA/CALDWELL
 CQ0405  USGS QUAD   -  RIVERTON (1989)
 CQ0405
 CQ0405                         *CURRENT SURVEY CONTROL
 CQ0405  ___________________________________________________________________
 CQ0405* NAD 83(1986)-  32 10 11.     (N)    092 05 46.     (W)     SCALED    
 CQ0405* NAVD 88     -        21.18   (+/-2cm)      69.5    (feet)  VERTCON   
 CQ0405  ___________________________________________________________________
 CQ0405  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0405
 CQ0405  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0405
 CQ0405.The horizontal coordinates were scaled from a topographic map and have
 CQ0405.an estimated accuracy of +/- 6 seconds.
 CQ0405
 CQ0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0405.The vertical order pertains to the NGVD 29 superseded value.
 CQ0405
 CQ0405.The geoid height was determined by GEOID03.
 CQ0405
 CQ0405;                    North         East    Units  Estimated Accuracy
 CQ0405;SPC LA N     -   185,200.    1,038,090.      MT  (+/- 180 meters Scaled)
 CQ0405
 CQ0405                          SUPERSEDED SURVEY CONTROL
 CQ0405
 CQ0405  NGVD 29 (??/??/??)   21.212  (m)           69.59   (f) ADJUSTED    1 2
 CQ0405
 CQ0405.Superseded values are not recommended for survey control.
 CQ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0405.See file dsdata.txt to determine how the superseded data were derived.
 CQ0405
 CQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR852596(NAD 83)
 CQ0405_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0405_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0405
 CQ0405  HISTORY     - Date     Condition        Report By
 CQ0405  HISTORY     - UNK      MONUMENTED       DOD
 CQ0405  HISTORY     - 1966     GOOD             CGS
 CQ0405  HISTORY     - 1985     POOR             USPSQD
 CQ0405
 CQ0405                          STATION DESCRIPTION
 CQ0405
 CQ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0405'5.6 MI N FROM COLUMBIA.
 CQ0405'ABOUT 5.45 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END
 CQ0405'OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE ABOUT 0.15
 CQ0405'MILE WEST ALONG AN EAST-WEST FENCE LINE, ABOUT 0.55 MILE NORTH OF THE
 CQ0405'MISSOURI PACIFIC RAILROAD STATION SIGN AT THE SMALL COMMUNITY OF
 CQ0405'RIVERTON, ABOUT 0.15 MILE WEST OF THE RAILROAD, ON PROPERTY BELONGING
 CQ0405'TO MR. YOUNGBLOOD, 202 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CQ0405'LARGE TWO-STORIED HOUSE, 112 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 CQ0405'OLD BARN, 47 FEET NORTHEAST OF A POWER POLE, 18 1/2 FEET NORTH OF AN
 CQ0405'EAST-WEST FENCE A 3-INCH IRON PIPE WHICH BEARS A BRASS CAP AND
 CQ0405'PROJECTS 14 INCHES.
 CQ0405
 CQ0405                          STATION RECOVERY (1985)
 CQ0405
 CQ0405'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0405'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1580 ***********************************************************************
 BW1580  DESIGNATION -  PRP COTTINGHAM=14 CAP
 BW1580  PID         -  BW1580
 BW1580  STATE/COUNTY-  LA/CALDWELL
 BW1580  USGS QUAD   -  ENTERPRISE (1984)
 BW1580
 BW1580                         *CURRENT SURVEY CONTROL
 BW1580  ___________________________________________________________________
 BW1580* NAD 83(1986)-  31 57 04.     (N)    091 56 06.     (W)     SCALED    
 BW1580* NAVD 88     -        19.08   (+/-2cm)      62.6    (feet)  VERTCON   
 BW1580  ___________________________________________________________________
 BW1580  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BW1580
 BW1580  VERT ORDER  -  ? (See Below)
 BW1580
 BW1580.The horizontal coordinates were scaled from a topographic map and have
 BW1580.an estimated accuracy of +/- 6 seconds.
 BW1580
 BW1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1580.The vertical order pertains to the NGVD 29 superseded value.
 BW1580
 BW1580.The geoid height was determined by GEOID03.
 BW1580
 BW1580;                    North         East    Units  Estimated Accuracy
 BW1580;SPC LA N     -   161,030.    1,053,410.      MT  (+/- 180 meters Scaled)
 BW1580
 BW1580                          SUPERSEDED SURVEY CONTROL
 BW1580
 BW1580  NGVD 29 (??/??/92)   19.089  (m)           62.63   (f) ADJ UNCH    ?  
 BW1580
 BW1580.Superseded values are not recommended for survey control.
 BW1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1580.See file dsdata.txt to determine how the superseded data were derived.
 BW1580
 BW1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR006355(NAD 83)
 BW1580_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1580
 BW1580  HISTORY     - Date     Condition        Report By
 BW1580  HISTORY     - UNK      MONUMENTED       DOD
 BW1580  HISTORY     - 1934     GOOD             DOD
 BW1580
 BW1580                          STATION DESCRIPTION
 BW1580
 BW1580'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1580'16 MI SE FROM COLUMBIA.
 BW1580'P.R.P. COTTINGHAM = P.B.M. 14 IS A PIPE STONE BENCH, LOCATED
 BW1580'APPROXIMATELY, 16 MILES SOUTHEAST OF COLUMBIA, CALDWELL PARISH, LA.,
 BW1580'ON D. W. HORNS PROPERTY.  105 FEET WEST OF HIGHWAY 106.  66 FEET WEST
 BW1580'OF FENCE LINE IN CULTIVATED FIELD.  SEC 11, T11N R5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1593 ***********************************************************************
 BW1593  DESIGNATION -  PRP DAVIS BOLT
 BW1593  PID         -  BW1593
 BW1593  STATE/COUNTY-  LA/CATAHOULA
 BW1593  USGS QUAD   -  EXTENSION (1984)
 BW1593
 BW1593                         *CURRENT SURVEY CONTROL
 BW1593  ___________________________________________________________________
 BW1593* NAD 83(1986)-  31 53 27.     (N)    091 50 20.     (W)     SCALED    
 BW1593* NAVD 88     -        17.16   (+/-2cm)      56.3    (feet)  VERTCON   
 BW1593  ___________________________________________________________________
 BW1593  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1593
 BW1593  VERT ORDER  -  ? (See Below)
 BW1593
 BW1593.The horizontal coordinates were scaled from a topographic map and have
 BW1593.an estimated accuracy of +/- 6 seconds.
 BW1593
 BW1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1593.The vertical order pertains to the NGVD 29 superseded value.
 BW1593
 BW1593.The geoid height was determined by GEOID03.
 BW1593
 BW1593;                    North         East    Units  Estimated Accuracy
 BW1593;SPC LA N     -   154,400.    1,062,540.      MT  (+/- 180 meters Scaled)
 BW1593
 BW1593                          SUPERSEDED SURVEY CONTROL
 BW1593
 BW1593  NGVD 29 (??/??/92)   17.174  (m)           56.34   (f) ADJ UNCH    ?  
 BW1593
 BW1593.Superseded values are not recommended for survey control.
 BW1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1593.See file dsdata.txt to determine how the superseded data were derived.
 BW1593
 BW1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR098289(NAD 83)
 BW1593_MARKER: B = BOLT
 BW1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1593_SP_SET: STONE
 BW1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1593+STABILITY: SURFACE MOTION
 BW1593
 BW1593  HISTORY     - Date     Condition        Report By
 BW1593  HISTORY     - UNK      MONUMENTED       DOD
 BW1593  HISTORY     - 1934     GOOD             DOD
 BW1593  HISTORY     - 1957     MARK NOT FOUND   USGS
 BW1593
 BW1593                          STATION DESCRIPTION
 BW1593
 BW1593'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1593'3 MI SE FROM ENTERPRISE.
 BW1593'P.R.P. DAVIS IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED
 BW1593'APPROXIMATELY 3 MILES SOUTHEAST OF ENTERPRISE, CATAHOULA PARISH, LA.,
 BW1593'SEC 34-T11N R6E, ON PROPERTY OF W.J. STEWART.  APPROXIMATELY 325 FEET
 BW1593'SOUTH OF WOOD LINE.  127 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY 68.
 BW1593'36-INCH PIN OAK ON NORTH SIDE OF HIGHWAY BEARS THE INSCRIPTION P.B.M.
 BW1593'WITH AN ARROW POINTING IN THE APPROXIMATE DIRECTION OF P.R.P.
 BW1593
 BW1593                          STATION RECOVERY (1957)
 BW1593
 BW1593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BW1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1592 ***********************************************************************
 BW1592  DESIGNATION -  PRP DAVIS CAP
 BW1592  PID         -  BW1592
 BW1592  STATE/COUNTY-  LA/CATAHOULA
 BW1592  USGS QUAD   -  EXTENSION (1984)
 BW1592
 BW1592                         *CURRENT SURVEY CONTROL
 BW1592  ___________________________________________________________________
 BW1592* NAD 83(1986)-  31 53 27.     (N)    091 50 20.     (W)     SCALED    
 BW1592* NAVD 88     -        18.41   (+/-2cm)      60.4    (feet)  VERTCON   
 BW1592  ___________________________________________________________________
 BW1592  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1592
 BW1592  VERT ORDER  -  ? (See Below)
 BW1592
 BW1592.The horizontal coordinates were scaled from a topographic map and have
 BW1592.an estimated accuracy of +/- 6 seconds.
 BW1592
 BW1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1592.The vertical order pertains to the NGVD 29 superseded value.
 BW1592
 BW1592.The geoid height was determined by GEOID03.
 BW1592
 BW1592;                    North         East    Units  Estimated Accuracy
 BW1592;SPC LA N     -   154,400.    1,062,540.      MT  (+/- 180 meters Scaled)
 BW1592
 BW1592                          SUPERSEDED SURVEY CONTROL
 BW1592
 BW1592  NGVD 29 (??/??/92)   18.423  (m)           60.44   (f) ADJ UNCH    ?  
 BW1592
 BW1592.Superseded values are not recommended for survey control.
 BW1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1592.See file dsdata.txt to determine how the superseded data were derived.
 BW1592
 BW1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR098289(NAD 83)
 BW1592_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1592_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1592_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1592
 BW1592  HISTORY     - Date     Condition        Report By
 BW1592  HISTORY     - UNK      MONUMENTED       DOD
 BW1592  HISTORY     - 1934     GOOD             DOD
 BW1592  HISTORY     - 1957     MARK NOT FOUND   USGS
 BW1592
 BW1592                          STATION DESCRIPTION
 BW1592
 BW1592'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1592'3 MI SE FROM ENTERPRISE.
 BW1592'P.R.P. DAVIS IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED
 BW1592'APPROXIMATELY 3 MILES SOUTHEAST OF ENTERPRISE, CATHOULA PARISH, LA.,
 BW1592'SEC 34-T11N R6E, ON PROPERTY OF W.J. STEWART. APPROXIMATELY 325 FEET
 BW1592'SOUTH OF WOOD LINE.  127 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY 68.
 BW1592'36-INCH PIN OAK ON NORTH SIDE OF HIGHWAY BEARS THE INSCRIPTION P.B.M.
 BW1592'WITH AN ARROW POINTING IN THE APPROXIMATE DIRECTION OF P.R.P.
 BW1592
 BW1592                          STATION RECOVERY (1957)
 BW1592
 BW1592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BW1592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1973 ***********************************************************************
 CQ1973  DESIGNATION -  PRP DIXIE 1
 CQ1973  PID         -  CQ1973
 CQ1973  STATE/COUNTY-  LA/CADDO
 CQ1973  USGS QUAD   -  DIXIE (1982)
 CQ1973
 CQ1973                         *CURRENT SURVEY CONTROL
 CQ1973  ___________________________________________________________________
 CQ1973* NAD 83(1986)-  32 42 11.     (N)    093 50 05.     (W)     SCALED    
 CQ1973* NAVD 88     -        55.27   (+/-2cm)     181.3    (feet)  VERTCON   
 CQ1973  ___________________________________________________________________
 CQ1973  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1973
 CQ1973  VERT ORDER  -  ? (See Below)
 CQ1973
 CQ1973.The horizontal coordinates were scaled from a topographic map and have
 CQ1973.an estimated accuracy of +/- 6 seconds.
 CQ1973
 CQ1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1973.The vertical order pertains to the NGVD 29 superseded value.
 CQ1973
 CQ1973.The geoid height was determined by GEOID03.
 CQ1973
 CQ1973;                    North         East    Units  Estimated Accuracy
 CQ1973;SPC LA N     -   245,040.      874,850.      MT  (+/- 180 meters Scaled)
 CQ1973
 CQ1973                          SUPERSEDED SURVEY CONTROL
 CQ1973
 CQ1973  NGVD 29 (??/??/??)   55.329  (m)          181.53   (f) ADJUSTED    ?  
 CQ1973
 CQ1973.Superseded values are not recommended for survey control.
 CQ1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1973.See file dsdata.txt to determine how the superseded data were derived.
 CQ1973
 CQ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS217186(NAD 83)
 CQ1973_MARKER: P = PIPE CAP
 CQ1973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1973
 CQ1973  HISTORY     - Date     Condition        Report By
 CQ1973  HISTORY     - UNK      MONUMENTED       DOD
 CQ1973  HISTORY     - 1930     GOOD             CGS
 CQ1973  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1973  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ1973
 CQ1973                          STATION DESCRIPTION
 CQ1973
 CQ1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 CQ1973'0.5 MI N FROM DIXIE.
 CQ1973'3.0 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM BELCHER, THENCE ABOUT 0.5
 CQ1973'MILE WEST ALONG THANKSGIVING ROAD, 2,668 FEET EAST OF P.R.P. DIXIE 2
 CQ1973'(USE) DESCRIBED BELOW, IN FRONT OF THE WILL HAYGOOD RESIDENCE, 50 FEET
 CQ1973'SOUTH OF THE CENTER LINE OF THE ROAD, AND 25 FEET WEST OF A GATE. A
 CQ1973'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, RIVETED ON THE TOP OF A
 CQ1973'3-1/2 INCH IRON PIPE.
 CQ1973
 CQ1973                          STATION RECOVERY (1977)
 CQ1973
 CQ1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1973'SEARCHED FOR BUT RECOVERED.
 CQ1973
 CQ1973                          STATION RECOVERY (1999)
 CQ1973
 CQ1973'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1974 ***********************************************************************
 CQ1974  DESIGNATION -  PRP DIXIE 2
 CQ1974  PID         -  CQ1974
 CQ1974  STATE/COUNTY-  LA/CADDO
 CQ1974  USGS QUAD   -  DIXIE (1982)
 CQ1974
 CQ1974                         *CURRENT SURVEY CONTROL
 CQ1974  ___________________________________________________________________
 CQ1974* NAD 83(1986)-  32 42 10.     (N)    093 50 39.     (W)     SCALED    
 CQ1974* NAVD 88     -        56.065  (meters)     183.94   (feet)  ADJUSTED  
 CQ1974  ___________________________________________________________________
 CQ1974  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1974  DYNAMIC HT  -          56.003 (meters)     183.74  (feet)  COMP
 CQ1974  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CQ1974
 CQ1974  VERT ORDER  -  FIRST     CLASS II
 CQ1974
 CQ1974.The horizontal coordinates were scaled from a topographic map and have
 CQ1974.an estimated accuracy of +/- 6 seconds.
 CQ1974
 CQ1974.The orthometric height was determined by differential leveling
 CQ1974.and adjusted by the National Geodetic Survey in June 1991..
 CQ1974
 CQ1974.The geoid height was determined by GEOID03.
 CQ1974
 CQ1974.The dynamic height is computed by dividing the NAVD 88
 CQ1974.geopotential number by the normal gravity value computed on the
 CQ1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1974.degrees latitude (g = 980.6199 gals.).
 CQ1974
 CQ1974.The modeled gravity was interpolated from observed gravity values.
 CQ1974
 CQ1974;                    North         East    Units  Estimated Accuracy
 CQ1974;SPC LA N     -   245,020.      873,970.      MT  (+/- 180 meters Scaled)
 CQ1974
 CQ1974                          SUPERSEDED SURVEY CONTROL
 CQ1974
 CQ1974  NGVD 29 (??/??/??)   56.140  (m)          184.19   (f) ADJUSTED    1 2
 CQ1974
 CQ1974.Superseded values are not recommended for survey control.
 CQ1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1974.See file dsdata.txt to determine how the superseded data were derived.
 CQ1974
 CQ1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS208186(NAD 83)
 CQ1974_MARKER: P = PIPE CAP
 CQ1974_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1974_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1974_STAMPING: P.R.P. DIXIE
 CQ1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1974
 CQ1974  HISTORY     - Date     Condition        Report By
 CQ1974  HISTORY     - UNK      MONUMENTED       DOD
 CQ1974  HISTORY     - 1960     GOOD             CGS
 CQ1974  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1974  HISTORY     - 19991016 GOOD             USPSQD
 CQ1974
 CQ1974                          STATION DESCRIPTION
 CQ1974
 CQ1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1974'3.6 MI S FROM BELCHER.
 CQ1974'3.6 MILES SOUTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ1974'BELCHER, AT THE JUNCTION WITH DIXIE-SENTELL ROAD, 36 FEET SOUTHWEST OF
 CQ1974'SOUTHWEST RAIL OF RAILROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF
 CQ1974'STATE HIGHWAY 3049, 24 FEET SOUTHEAST OF CENTER LINE OF DIXIE-SENTELL
 CQ1974'ROAD, 19 FEET WEST OF TELEPHONE POLE NO. 7, A U.S.E. STANDARD CAP
 CQ1974'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE, AND PROJECTING 3-INCHES
 CQ1974'ABOVE THE GROUND.
 CQ1974
 CQ1974                          STATION RECOVERY (1977)
 CQ1974
 CQ1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1974'SEARCHED FOR BUT NOT RECOVERED.
 CQ1974
 CQ1974                          STATION RECOVERY (1999)
 CQ1974
 CQ1974'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1600 ***********************************************************************
 BW1600  DESIGNATION -  PRP STAFFORD=8 BOLT
 BW1600  PID         -  BW1600
 BW1600  STATE/COUNTY-  LA/CATAHOULA
 BW1600  USGS QUAD   -  HARRISONBURG (1984)
 BW1600
 BW1600                         *CURRENT SURVEY CONTROL
 BW1600  ___________________________________________________________________
 BW1600* NAD 83(1986)-  31 51 20.     (N)    091 47 18.     (W)     SCALED    
 BW1600* NAVD 88     -        17.41   (+/-2cm)      57.1    (feet)  VERTCON   
 BW1600  ___________________________________________________________________
 BW1600  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BW1600
 BW1600  VERT ORDER  -  ? (See Below)
 BW1600
 BW1600.The horizontal coordinates were scaled from a topographic map and have
 BW1600.an estimated accuracy of +/- 6 seconds.
 BW1600
 BW1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1600.The vertical order pertains to the NGVD 29 superseded value.
 BW1600
 BW1600.The geoid height was determined by GEOID03.
 BW1600
 BW1600;                    North         East    Units  Estimated Accuracy
 BW1600;SPC LA N     -   150,520.    1,067,350.      MT  (+/- 180 meters Scaled)
 BW1600
 BW1600                          SUPERSEDED SURVEY CONTROL
 BW1600
 BW1600  NGVD 29 (??/??/92)   17.413  (m)           57.13   (f) ADJ UNCH    ?  
 BW1600
 BW1600.Superseded values are not recommended for survey control.
 BW1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1600.See file dsdata.txt to determine how the superseded data were derived.
 BW1600
 BW1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR146250(NAD 83)
 BW1600_MARKER: B = BOLT
 BW1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1600_SP_SET: STONE
 BW1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1600+STABILITY: SURFACE MOTION
 BW1600
 BW1600  HISTORY     - Date     Condition        Report By
 BW1600  HISTORY     - UNK      MONUMENTED       DOD
 BW1600  HISTORY     - 1934     GOOD             DOD
 BW1600
 BW1600                          STATION DESCRIPTION
 BW1600
 BW1600'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1600'IN STAFFORDS POINT.
 BW1600'P.B.M. IS A 4-INCH IRON PIPE WITH 6-INCH IRON CAP ON TOP OF STONE WITH
 BW1600'COPPER BOLT LOCATED AT STAFFORDS POINT, CATAHOULA PARISH, LA. ON
 BW1600'PROPERTY OF E.G. CARTER.  79 FEET SOUTHWEST OF V.B. ANDERSONS
 BW1600'RESIDENCE.  14 FEET SOUTH OF NORTH BARNYARD FENCE AND 21 FEET WEST OF
 BW1600'EAST BARNYARD FENCE.  APPROX. 190 FEET WEST OF RIGHT TOP BANK OF
 BW1600'OUACHITA RIVER.  CAP WAS ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1599 ***********************************************************************
 BW1599  DESIGNATION -  PRP STAFFORD=8 CAP
 BW1599  PID         -  BW1599
 BW1599  STATE/COUNTY-  LA/CATAHOULA
 BW1599  USGS QUAD   -  HARRISONBURG (1984)
 BW1599
 BW1599                         *CURRENT SURVEY CONTROL
 BW1599  ___________________________________________________________________
 BW1599* NAD 83(1986)-  31 51 20.     (N)    091 47 18.     (W)     SCALED    
 BW1599* NAVD 88     -        18.64   (+/-2cm)      61.2    (feet)  VERTCON   
 BW1599  ___________________________________________________________________
 BW1599  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BW1599
 BW1599  VERT ORDER  -  ? (See Below)
 BW1599
 BW1599.The horizontal coordinates were scaled from a topographic map and have
 BW1599.an estimated accuracy of +/- 6 seconds.
 BW1599
 BW1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1599.The vertical order pertains to the NGVD 29 superseded value.
 BW1599
 BW1599.The geoid height was determined by GEOID03.
 BW1599
 BW1599;                    North         East    Units  Estimated Accuracy
 BW1599;SPC LA N     -   150,520.    1,067,350.      MT  (+/- 180 meters Scaled)
 BW1599
 BW1599                          SUPERSEDED SURVEY CONTROL
 BW1599
 BW1599  NGVD 29 (??/??/92)   18.648  (m)           61.18   (f) ADJ UNCH    ?  
 BW1599
 BW1599.Superseded values are not recommended for survey control.
 BW1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1599.See file dsdata.txt to determine how the superseded data were derived.
 BW1599
 BW1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR146250(NAD 83)
 BW1599_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1599_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1599
 BW1599  HISTORY     - Date     Condition        Report By
 BW1599  HISTORY     - UNK      MONUMENTED       DOD
 BW1599  HISTORY     - 1934     GOOD             DOD
 BW1599
 BW1599                          STATION DESCRIPTION
 BW1599
 BW1599'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1599'IN STAFFORDS POINT.
 BW1599'P.B.M. IS A 4-INCH IRON PIPE WITH 6-INCH IRON CAP ON TOP OF STONE WITH
 BW1599'COPPER BOLT LOCATED AT STAFFORDS POINT, CATAHOULA PARISH, LA. ON
 BW1599'PROPERTY OF E.G. CARTER.  79 FEET SOUTHWEST OF V.B. ANDERSONS
 BW1599'RESIDENCE.  14 FEET SOUTH OF NORTH BARNYARD FENCE AND 21 FEET WEST OF
 BW1599'EAST BARNYARD FENCE.  APPROX. 190 FEET WEST OF RIGHT TOP BANK OF
 BW1599'OUACHITA RIVER.  CAP WAS ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1864 ***********************************************************************
 CP1864  DESIGNATION -  PRP THREE RIVERS BOLT
 CP1864  PID         -  CP1864
 CP1864  STATE/COUNTY-  LA/CALDWELL
 CP1864  USGS QUAD   -  MASON (1983)
 CP1864
 CP1864                         *CURRENT SURVEY CONTROL
 CP1864  ___________________________________________________________________
 CP1864* NAD 83(1986)-  32 04 31.     (N)    091 55 35.     (W)     SCALED    
 CP1864* NAVD 88     -        15.48   (+/-2cm)      50.8    (feet)  VERTCON   
 CP1864  ___________________________________________________________________
 CP1864  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP1864
 CP1864  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1864
 CP1864.The horizontal coordinates were scaled from a topographic map and have
 CP1864.an estimated accuracy of +/- 6 seconds.
 CP1864
 CP1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1864.The vertical order pertains to the NGVD 29 superseded value.
 CP1864
 CP1864.The geoid height was determined by GEOID03.
 CP1864
 CP1864;                    North         East    Units  Estimated Accuracy
 CP1864;SPC LA N     -   174,800.    1,054,150.      MT  (+/- 180 meters Scaled)
 CP1864
 CP1864                          SUPERSEDED SURVEY CONTROL
 CP1864
 CP1864  NGVD 29 (??/??/92)   15.502  (m)           50.86   (f) ADJ UNCH    1 2
 CP1864
 CP1864.Superseded values are not recommended for survey control.
 CP1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1864.See file dsdata.txt to determine how the superseded data were derived.
 CP1864
 CP1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR013492(NAD 83)
 CP1864_MARKER: B = BOLT
 CP1864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1864_SP_SET: CONCRETE SLAB
 CP1864_STAMPING: THREE RIVERS
 CP1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1864
 CP1864  HISTORY     - Date     Condition        Report By
 CP1864  HISTORY     - UNK      MONUMENTED       DOD
 CP1864  HISTORY     - 1966     GOOD             NGS
 CP1864
 CP1864                          STATION DESCRIPTION
 CP1864
 CP1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1864'7.5 MI W FROM FT NECESSITY.
 CP1864'ABOUT 7.25 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CP1864'FT. NECESSITY, THENCE 0.25 MILE NORTHEAST ALONG A TRAIL ROAD, IN
 CP1864'SECTION 26, T 13 N, R 5 E, ABOUT 0.3 MILE NORTHEAST OF THE BRIDGE OVER
 CP1864'BOEUF RIVER, 73 FEET NORTHWEST OF THE BANK OF THE BOEUF RIVER, 175
 CP1864'FEET SOUTHWEST OF A 30-INCH OAK TREE, 1.0 FOOT EAST OF A METAL WITNESS
 CP1864'POST, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET
 CP1864'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE
 CP1864'BEARING A BRASS CAP AND PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1863 ***********************************************************************
 CP1863  DESIGNATION -  PRP THREE RIVERS CAP
 CP1863  PID         -  CP1863
 CP1863  STATE/COUNTY-  LA/CALDWELL
 CP1863  USGS QUAD   -  MASON (1983)
 CP1863
 CP1863                         *CURRENT SURVEY CONTROL
 CP1863  ___________________________________________________________________
 CP1863* NAD 83(1986)-  32 04 31.     (N)    091 55 35.     (W)     SCALED    
 CP1863* NAVD 88     -        16.76   (+/-2cm)      55.0    (feet)  VERTCON   
 CP1863  ___________________________________________________________________
 CP1863  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP1863
 CP1863  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1863
 CP1863.The horizontal coordinates were scaled from a topographic map and have
 CP1863.an estimated accuracy of +/- 6 seconds.
 CP1863
 CP1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1863.The vertical order pertains to the NGVD 29 superseded value.
 CP1863
 CP1863.The geoid height was determined by GEOID03.
 CP1863
 CP1863;                    North         East    Units  Estimated Accuracy
 CP1863;SPC LA N     -   174,800.    1,054,150.      MT  (+/- 180 meters Scaled)
 CP1863
 CP1863                          SUPERSEDED SURVEY CONTROL
 CP1863
 CP1863  NGVD 29 (??/??/92)   16.78   (m)           55.1    (f) COMPUTED    1 2
 CP1863
 CP1863.Superseded values are not recommended for survey control.
 CP1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1863.See file dsdata.txt to determine how the superseded data were derived.
 CP1863
 CP1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR013492(NAD 83)
 CP1863_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1863_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1863_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1863_STAMPING: THREE RIVERS
 CP1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1863
 CP1863  HISTORY     - Date     Condition        Report By
 CP1863  HISTORY     - UNK      MONUMENTED       DOD
 CP1863  HISTORY     - 1966     GOOD             NGS
 CP1863
 CP1863                          STATION DESCRIPTION
 CP1863
 CP1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1863'7.5 MI W FROM FT NECESSITY.
 CP1863'ABOUT 7.25 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 CP1863'FT. NECESSITY, THENCE 0.25 MILE NORTHEAST ALONG A TRAIL ROAD, IN
 CP1863'SECTION 26, T 13 N, R 5 E, ABOUT 0.3 MILE NORTHEST OF THE BRIDGE OVER
 CP1863'BOEUF RIVER, 73 FEET NORTHWEST OF THE BANK OF THE BOEUF RIVER, 175
 CP1863'FEET SOUTHWEST OF A 30-INCH OAK TREE, 1.0 FOOT EAST OF A METAL WITNESS
 CP1863'POST, A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0515 ***********************************************************************
 CQ0515  DESIGNATION -  PRP WADE BOLT
 CQ0515  PID         -  CQ0515
 CQ0515  STATE/COUNTY-  LA/CALDWELL
 CQ0515  USGS QUAD   -  COLUMBIA (1989)
 CQ0515
 CQ0515                         *CURRENT SURVEY CONTROL
 CQ0515  ___________________________________________________________________
 CQ0515* NAD 83(1986)-  32 04 28.     (N)    092 01 19.     (W)     SCALED    
 CQ0515* NAVD 88     -        19.91   (+/-2cm)      65.3    (feet)  VERTCON   
 CQ0515  ___________________________________________________________________
 CQ0515  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0515
 CQ0515  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0515
 CQ0515.The horizontal coordinates were scaled from a topographic map and have
 CQ0515.an estimated accuracy of +/- 6 seconds.
 CQ0515
 CQ0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0515.The vertical order pertains to the NGVD 29 superseded value.
 CQ0515
 CQ0515.The geoid height was determined by GEOID03.
 CQ0515
 CQ0515;                    North         East    Units  Estimated Accuracy
 CQ0515;SPC LA N     -   174,670.    1,045,130.      MT  (+/- 180 meters Scaled)
 CQ0515
 CQ0515                          SUPERSEDED SURVEY CONTROL
 CQ0515
 CQ0515  NGVD 29 (??/??/??)   19.933  (m)           65.40   (f) ADJUSTED    1 2
 CQ0515
 CQ0515.Superseded values are not recommended for survey control.
 CQ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0515.See file dsdata.txt to determine how the superseded data were derived.
 CQ0515
 CQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR923491(NAD 83)
 CQ0515_MARKER: B = BOLT
 CQ0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0515
 CQ0515  HISTORY     - Date     Condition        Report By
 CQ0515  HISTORY     - UNK      MONUMENTED       DOD
 CQ0515  HISTORY     - 1966     GOOD             CGS
 CQ0515  HISTORY     - 1990     GOOD             USPSQD
 CQ0515
 CQ0515                          STATION DESCRIPTION
 CQ0515
 CQ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0515'5.5 MI SE FROM COLUMBIA.
 CQ0515'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0515'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 4.7 MILES
 CQ0515'SOUTHEAST ALONG STATE HIGHWAY 4, THENCE 0.2 MILE SOUTHWEST ALONG A
 CQ0515'LANE TO A LEVEE, IN SECTION 25, T 13 N, R 4 E, ABOUT 0.2 MILE
 CQ0515'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 559, ON PROPERTY BELONGING
 CQ0515'TO MR. C.E. MYERS, 153 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF
 CQ0515'THE LANE, 140 FEET SOUTHEAST OF THE SOUTH CORNER OF A CATTLE GUARD ON
 CQ0515'THE TOP OF THE LEVEE, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CQ0515'LEVEE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 CQ0515'THE LEVEL OF THE LEVEE, A COPPER BOLT SET IN THE TOP OF A CONCRETE
 CQ0515'SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CQ0515'3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
 CQ0515
 CQ0515                          STATION RECOVERY (1990)
 CQ0515
 CQ0515'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0514 ***********************************************************************
 CQ0514  DESIGNATION -  PRP WADE CAP
 CQ0514  PID         -  CQ0514
 CQ0514  STATE/COUNTY-  LA/CALDWELL
 CQ0514  USGS QUAD   -  COLUMBIA (1989)
 CQ0514
 CQ0514                         *CURRENT SURVEY CONTROL
 CQ0514  ___________________________________________________________________
 CQ0514* NAD 83(1986)-  32 04 28.     (N)    092 01 19.     (W)     SCALED    
 CQ0514* NAVD 88     -        21.15   (+/-2cm)      69.4    (feet)  VERTCON   
 CQ0514  ___________________________________________________________________
 CQ0514  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0514
 CQ0514  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0514
 CQ0514.The horizontal coordinates were scaled from a topographic map and have
 CQ0514.an estimated accuracy of +/- 6 seconds.
 CQ0514
 CQ0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0514.The vertical order pertains to the NGVD 29 superseded value.
 CQ0514
 CQ0514.The geoid height was determined by GEOID03.
 CQ0514
 CQ0514;                    North         East    Units  Estimated Accuracy
 CQ0514;SPC LA N     -   174,670.    1,045,130.      MT  (+/- 180 meters Scaled)
 CQ0514
 CQ0514                          SUPERSEDED SURVEY CONTROL
 CQ0514
 CQ0514  NGVD 29 (??/??/??)   21.171  (m)           69.46   (f) ADJUSTED    1 2
 CQ0514
 CQ0514.Superseded values are not recommended for survey control.
 CQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0514.See file dsdata.txt to determine how the superseded data were derived.
 CQ0514
 CQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR923491(NAD 83)
 CQ0514_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0514
 CQ0514  HISTORY     - Date     Condition        Report By
 CQ0514  HISTORY     - UNK      MONUMENTED       DOD
 CQ0514  HISTORY     - 1966     GOOD             CGS
 CQ0514  HISTORY     - 1990     GOOD             USPSQD
 CQ0514
 CQ0514                          STATION DESCRIPTION
 CQ0514
 CQ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0514'5.5 MI SE FROM COLUMBIA.
 CQ0514'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0514'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 4.7 MILES
 CQ0514'SOUTHEAST ALONG STATE HIGHWAY 4, THENCE 0.2 MILE SOUTHWEST ALONG A
 CQ0514'LANE TO A LEVEE, IN SECTION 25, T 13 N, R 4 E, ABOUT 0.2 MILE
 CQ0514'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 559, ON PROPERTY BELONGING
 CQ0514'TO MR. C.E. MYERS, 153 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF
 CQ0514'THE LANE, 140 FEET SOUTHEAST OF THE SOUTH CORNER OF A CATTLE GUARD ON
 CQ0514'THE TOP OF THE LEVEE, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CQ0514'LEVEE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 CQ0514'THE LEVEL OF THE LEVEE, A 3-INCH IRON PIPE BEARING A BRASS CAP AND
 CQ0514'PROJECTING 1 FOOT.
 CQ0514
 CQ0514                          STATION RECOVERY (1990)
 CQ0514
 CQ0514'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1587 ***********************************************************************
 BW1587  DESIGNATION -  PRP YOUNG BOLT USE
 BW1587  PID         -  BW1587
 BW1587  STATE/COUNTY-  LA/CATAHOULA
 BW1587  USGS QUAD   -  ENTERPRISE (1984)
 BW1587
 BW1587                         *CURRENT SURVEY CONTROL
 BW1587  ___________________________________________________________________
 BW1587* NAD 83(1986)-  31 54 32.     (N)    091 54 12.     (W)     SCALED    
 BW1587* NAVD 88     -        18.30   (+/-2cm)      60.0    (feet)  VERTCON   
 BW1587  ___________________________________________________________________
 BW1587  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BW1587
 BW1587  VERT ORDER  -  ? (See Below)
 BW1587
 BW1587.The horizontal coordinates were scaled from a topographic map and have
 BW1587.an estimated accuracy of +/- 6 seconds.
 BW1587
 BW1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1587.The vertical order pertains to the NGVD 29 superseded value.
 BW1587
 BW1587.The geoid height was determined by GEOID03.
 BW1587
 BW1587;                    North         East    Units  Estimated Accuracy
 BW1587;SPC LA N     -   156,370.    1,056,430.      MT  (+/- 180 meters Scaled)
 BW1587
 BW1587                          SUPERSEDED SURVEY CONTROL
 BW1587
 BW1587  NGVD 29 (??/??/92)   18.311  (m)           60.08   (f) ADJ UNCH    ?  
 BW1587
 BW1587.Superseded values are not recommended for survey control.
 BW1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1587.See file dsdata.txt to determine how the superseded data were derived.
 BW1587
 BW1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR036308(NAD 83)
 BW1587_MARKER: B = BOLT
 BW1587_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1587_SP_SET: STONE
 BW1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1587
 BW1587  HISTORY     - Date     Condition        Report By
 BW1587  HISTORY     - UNK      MONUMENTED       DOD
 BW1587  HISTORY     - 1934     GOOD             DOD
 BW1587
 BW1587                          STATION DESCRIPTION
 BW1587
 BW1587'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1587'0.7 MI NW FROM ENTERPRISE.
 BW1587'P.B.M. P.R.P. YOUNG IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 0.7
 BW1587'MILE NORTHWEST AND OPPOSITE RIVER FROM ENTERPRISE SCHOOL HOUSE.
 BW1587'APPROXIMATELY 325 FEET FROM OUACHITA RIVER AND SITS IN EDGE OF
 BW1587'CLEARING.  CATAHOULA PARISH, SEC. 30, T11N, R 6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1586 ***********************************************************************
 BW1586  DESIGNATION -  PRP YOUNG CAP USE
 BW1586  PID         -  BW1586
 BW1586  STATE/COUNTY-  LA/CATAHOULA
 BW1586  USGS QUAD   -  ENTERPRISE (1984)
 BW1586
 BW1586                         *CURRENT SURVEY CONTROL
 BW1586  ___________________________________________________________________
 BW1586* NAD 83(1986)-  31 54 32.     (N)    091 54 12.     (W)     SCALED    
 BW1586* NAVD 88     -        19.55   (+/-2cm)      64.1    (feet)  VERTCON   
 BW1586  ___________________________________________________________________
 BW1586  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BW1586
 BW1586  VERT ORDER  -  ? (See Below)
 BW1586
 BW1586.The horizontal coordinates were scaled from a topographic map and have
 BW1586.an estimated accuracy of +/- 6 seconds.
 BW1586
 BW1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1586.The vertical order pertains to the NGVD 29 superseded value.
 BW1586
 BW1586.The geoid height was determined by GEOID03.
 BW1586
 BW1586;                    North         East    Units  Estimated Accuracy
 BW1586;SPC LA N     -   156,370.    1,056,430.      MT  (+/- 180 meters Scaled)
 BW1586
 BW1586                          SUPERSEDED SURVEY CONTROL
 BW1586
 BW1586  NGVD 29 (??/??/92)   19.562  (m)           64.18   (f) ADJ UNCH    ?  
 BW1586
 BW1586.Superseded values are not recommended for survey control.
 BW1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1586.See file dsdata.txt to determine how the superseded data were derived.
 BW1586
 BW1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR036308(NAD 83)
 BW1586_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1586_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1586
 BW1586  HISTORY     - Date     Condition        Report By
 BW1586  HISTORY     - UNK      MONUMENTED       DOD
 BW1586  HISTORY     - 1934     GOOD             DOD
 BW1586
 BW1586                          STATION DESCRIPTION
 BW1586
 BW1586'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1586'0.7 MI NW FROM ENTERPRISE.
 BW1586'P.B.M. P.R.P. YOUNG IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 0.7
 BW1586'MILE NORTHWEST AND OPPOSITE RIVER FROM ENTERPRISE SCHOOL HOUSE.
 BW1586'APPROXIMATELY 325 FEET FROM OUACHITA RIVER AND SITS IN EDGE OF
 BW1586'CLEARING.  CATAHOULA PARISH, SEC. 30, T11N, R6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5113 ***********************************************************************
 BJ5113  DESIGNATION -  PT 12 USGS 1935
 BJ5113  PID         -  BJ5113
 BJ5113  STATE/COUNTY-  LA/IBERVILLE
 BJ5113  USGS QUAD   -  MARINGOUIN (1992)
 BJ5113
 BJ5113                         *CURRENT SURVEY CONTROL
 BJ5113  ___________________________________________________________________
 BJ5113* NAD 83(1992)-  30 29 28.60524(N)    091 31 11.27276(W)     ADJUSTED  
 BJ5113* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 BJ5113  ___________________________________________________________________
 BJ5113  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ5113  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ5113
 BJ5113  HORZ ORDER  -  SECOND
 BJ5113
 BJ5113.The horizontal coordinates were established by classical geodetic methods
 BJ5113.and adjusted by the National Geodetic Survey in January 1993..
 BJ5113
 BJ5113.The orthometric height was scaled from a topographic map.
 BJ5113
 BJ5113.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5113
 BJ5113.The geoid height was determined by GEOID03.
 BJ5113
 BJ5113;                    North         East     Units Scale Factor Converg.
 BJ5113;SPC LA S     -   220,739.138   982,098.680   MT  0.99996226   -0 05 35.6
 BJ5113;SPC LA S     -   724,208.32  3,222,102.09   sFT  0.99996226   -0 05 35.6
 BJ5113;UTM  15      - 3,374,156.351   642,061.359   MT  0.99984897   +0 45 04.3
 BJ5113
 BJ5113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5113!SPC LA S     -   1.00000305  x   0.99996226  =   0.99996531
 BJ5113!UTM  15      -   1.00000305  x   0.99984897  =   0.99985202
 BJ5113
 BJ5113                          SUPERSEDED SURVEY CONTROL
 BJ5113
 BJ5113  NAD 83(1986)-  30 29 28.62416(N)    091 31 11.26832(W) AD(       ) 2
 BJ5113  NAD 27      -  30 29 27.92430(N)    091 31 10.87693(W) AD(       ) 2
 BJ5113
 BJ5113.Superseded values are not recommended for survey control.
 BJ5113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5113.See file dsdata.txt to determine how the superseded data were derived.
 BJ5113
 BJ5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4206174156(NAD 83)
 BJ5113_MARKER: P = PIPE CAP
 BJ5113_SETTING: 0 = UNSPECIFIED SETTING
 BJ5113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5113
 BJ5113  HISTORY     - Date     Condition        Report By
 BJ5113  HISTORY     - 1935     MONUMENTED       USGS
 BJ5113  HISTORY     - 1957     GOOD             CGS
 BJ5113  HISTORY     - 1960     GOOD             CGS
 BJ5113
 BJ5113                          STATION DESCRIPTION
 BJ5113
 BJ5113'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CAS)
 BJ5113'STATION IS IN THE VILLAGE OF MARINGOUIN, ON PROPERTY BELONGING
 BJ5113'TO THE TEXAS AND PACIFIC RAILWAY CO., ON THE NW SIDE OF A
 BJ5113'GRAVEL STREET RUNNING PAST THE RAILWAY DEPOT, ABOUT 70 YARDS
 BJ5113'NE OF THE RAILROAD CROSSING, 31 FEET NW OF THE CENTER LINE
 BJ5113'OF THE STREET, 9 FEET NW OF THE APPROXIMATE STREET LINE,
 BJ5113'AND 16.7 FEET SW OF THE SW CORNER OF A BRICK RESTAURANT
 BJ5113'BUILDING.
 BJ5113'
 BJ5113'THE STATION IS MARKED BY A U.S.G.S. BRASS-CAPPED PIPE WHICH
 BJ5113'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARINGOUIN MUNICIPAL
 BJ5113'TANK IS S 4 DEG 34 MIN W.
 BJ5113
 BJ5113                          STATION RECOVERY (1957)
 BJ5113
 BJ5113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5113'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 BJ5113'DESCRIPTION IS ADEQUATE AND CORRECT.
 BJ5113'
 BJ5113'THE STATION MARK IS STAMPED STA 12 AND PROJECTS 3 INCHES.
 BJ5113
 BJ5113                          STATION RECOVERY (1960)
 BJ5113
 BJ5113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5113'THE STATION WAS VISITED 2-6-60 AND THE MARK WAS FOUND IN
 BJ5113'GOOD CONDITION.
 BJ5113'
 BJ5113'THE STATION IS LOCATED IN THE TOWN OF MARINGOUIN, 231 FEET
 BJ5113'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE TEXAS AND PACIFIC
 BJ5113'RAILROAD STATION, 30 FEET NORTH-NORTHWEST OF THE CENTER
 BJ5113'OF MAIN STREET (STATE HIGHWAY 27), 17 FEET NORTH-NORTHEAST
 BJ5113'OF THE CENTER OF A GRAVELED STREET, 4.1 FEET NORTH-NORTHWEST
 BJ5113'OF THE NORTHWEST EDGE OF THE SIDEWALK, 16.7 FEET SOUTH-SOUTHWEST
 BJ5113'OF THE SOUTHWEST CORNER OF HERBERTS RESTAURANT, 9 FEET
 BJ5113'SOUTH-SOUTHWEST OF THE SOUTHWEST PILLAR IN FRONT OF THE
 BJ5113'RESTAURANT AND 197 FEET NORTH-NORTHEAST OF THE NORTHEAST
 BJ5113'RAIL OF THE TRACKS.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 BJ5113'BRASS CAP RIVITED ON THE TOP OF A 3-INCH IRON PIPE WHICH IS
 BJ5113'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3580 ***********************************************************************
 AI3580  SACS        -  This is a Secondary Airport Control Station.
 AI3580  DESIGNATION -  PTN A
 AI3580  PID         -  AI3580
 AI3580  STATE/COUNTY-  LA/ST MARY
 AI3580  USGS QUAD   -  PATTERSON (1994)
 AI3580
 AI3580                         *CURRENT SURVEY CONTROL
 AI3580  ___________________________________________________________________
 AI3580* NAD 83(1992)-  29 42 48.93045(N)    091 19 59.68187(W)     ADJUSTED  
 AI3580* NAVD 88     -         1.72 **(meters)       5.6  **(feet)  GPS OBS   
 AI3580  **This station is located in a subsidence area (see below).
 AI3580  ___________________________________________________________________
 AI3580  X           -    -128,995.501 (meters)                     COMP
 AI3580  Y           -  -5,542,540.160 (meters)                     COMP
 AI3580  Z           -   3,142,827.318 (meters)                     COMP
 AI3580  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AI3580  ELLIP HEIGHT-         -24.15  (meters)          (03/19/02) GPS OBS
 AI3580  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AI3580
 AI3580  HORZ ORDER  -  FIRST
 AI3580  ELLP ORDER  -  FOURTH    CLASS II
 AI3580
 AI3580.This mark is at Harry P Williams Mem Airport (PTN)
 AI3580
 AI3580.The horizontal coordinates were established by GPS observations
 AI3580.and adjusted by the National Geodetic Survey in February 2000..
 AI3580
 AI3580 ** The orthometric height has not been validated since last determined
 AI3580 ** by differential leveling and should not be used for control purposes.
 AI3580 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AI3580 ** area with valid NAVD 88 orthometric heights.
 AI3580 ** The geoid height was determined by a new realization of GEOID03 for the
 AI3580 ** epoch indicated which incorporates improved geoid heights for the
 AI3580 ** Southern Louisiana Subsidence area.
 AI3580 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AI3580.The orthometric height was determined by GPS observations and a
 AI3580.high-resolution geoid model.
 AI3580
 AI3580.GPS derived orthometric heights for airport stations designated as
 AI3580.PACS or SACS are published to 2 decimal places.  This maintains
 AI3580.centimeter relative accuracy between the PACS and SACS.  It does
 AI3580.not indicate centimeter accuracy relative to other marks which are
 AI3580.part of the NAVD 88 network.
 AI3580
 AI3580.Photographs are available for this station.
 AI3580
 AI3580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3580
 AI3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3580
 AI3580.The ellipsoidal height was determined by GPS observations
 AI3580.and is referenced to NAD 83.
 AI3580
 AI3580.The geoid height was determined by GEOID03.
 AI3580
 AI3580;                    North         East     Units Scale Factor Converg.
 AI3580;SPC LA S     -   134,520.278 1,000,008.550   MT  0.99993824   +0 00 00.2
 AI3580;SPC LA S     -   441,338.61  3,280,861.38   sFT  0.99993824   +0 00 00.2
 AI3580;UTM  15      - 3,288,212.264   661,225.919   MT  0.99992073   +0 49 34.8
 AI3580
 AI3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3580!SPC LA S     -   1.00000379  x   0.99993824  =   0.99994203
 AI3580!UTM  15      -   1.00000379  x   0.99992073  =   0.99992452
 AI3580
 AI3580:                Primary Azimuth Mark                     Grid Az
 AI3580:SPC LA S     -  H P WILLIAMS                             238 52 50.9
 AI3580:UTM  15      -  H P WILLIAMS                             238 03 16.3
 AI3580
 AI3580|---------------------------------------------------------------------|
 AI3580| PID    Reference Object                     Distance      Geod. Az  |
 AI3580|                                                           dddmmss.s |
 AI3580| AU3275 H P WILLIAMS                        APPROX. 0.5 KM 2385251.1 |
 AI3580|---------------------------------------------------------------------|
 AI3580
 AI3580                          SUPERSEDED SURVEY CONTROL
 AI3580
 AI3580  ELLIP H (02/17/00)  -24.09   (m)                       GP(       ) 4 2
 AI3580
 AI3580.Superseded values are not recommended for survey control.
 AI3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3580.See file dsdata.txt to determine how the superseded data were derived.
 AI3580
 AI3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6122688212(NAD 83)
 AI3580_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3580_STAMPING: PTN A 1999
 AI3580_MARK LOGO: NGS   
 AI3580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3580+STABILITY: SURFACE MOTION
 AI3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3580+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2000
 AI3580
 AI3580  HISTORY     - Date     Condition        Report By
 AI3580  HISTORY     - 1999     MONUMENTED       NGS
 AI3580  HISTORY     - 20001213 GOOD             NGS
 AI3580
 AI3580                          STATION DESCRIPTION
 AI3580
 AI3580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999
 AI3580'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF PATTERSON AT
 AI3580'THE HARRY P.  WILLIAMS MEMORIAL AIRPORT, NEAR THE NORTHEAST END OF THE
 AI3580'AIRFIELD, BETWEEN THE RUNWAY AND THE PARALLEL TAXI, AND IN THE
 AI3580'NORTHWEST QUADRANT OF THE JUNCTION OF THE PARALLEL TAXI AND THE
 AI3580'CONNECTOR TAXI TO RUNWAY END 24.  OWNERSHIP--KEN PERRY, VICE PRESIDENT
 AI3580'AND GENERAL MANAGER, HARRY P.  WILLIAMS MEMORIAL AIRPORT, P.O.  BOX
 AI3580'85, PATTERSON, LA 70392.  PHONE 504-395-4501.  FAX 504-395-5648.  FBO
 AI3580'IS DONNEY DORSEY.  PHONE 504-395 5401.  CONTACT ONE OF THEM FOR
 AI3580'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.
 AI3580'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 90 AND STATE HIGHWAY 182
 AI3580'ABOUT 3 KM (1.85 MI) NORTHWEST OF PATTERSON, GO SOUTHEAST ON HIGHWAY
 AI3580'90 FOR 1.61 KM (1.00 MI) TO THE JUNCTION OF ZENOR ROAD ON THE LEFT.
 AI3580'TURN LEFT, NORTHERLY, ON THE ROAD FOR 0.90 KM (0.55 MI) TO THE SOUTH
 AI3580'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHEAST, ON THE
 AI3580'ROAD PASSING THE OLD TERMINAL FOR 1.61 KM (1.00 MI) TO A LOCKED GATE.
 AI3580'PASS THROUGH THE GATE, NORTHEAST, FOR 50 M (164.0 FT) TO A GATE AT THE
 AI3580'APRON.  TURN LEFT, NORTH, ACROSS THE APRON PASSING THE OFFICE AND
 AI3580'HANGAR FOR 0.20 KM (0.10 MI) TO THE JUNCTION OF THE NORTHEAST
 AI3580'CONNECTOR TAXI FROM THE RAMP AND THE PARALLEL TAXI.  TURN RIGHT,
 AI3580'NORTHEAST ALONG THE PARALLEL TAXI FOR 0.08 KM (0.05 MI) TO THE STATION
 AI3580'ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 35 CM ROUND CONCRETE
 AI3580'POST RECESSED 2 CM BELOW THE GROUND.  IT IS 57.9 M (190.0 FT)
 AI3580'SOUTHEAST OF THE RUNWAY CENTER, 53.4 M (175.2 FT) WEST-SOUTHWEST OF
 AI3580'THE CONNECTOR TAXI CENTER AT THE STOP LINE, 38.3 M (125.7 FT)
 AI3580'SOUTH-SOUTHWEST OF THE CENTER OF RUNWAY SIGN 24, 28.2 M (92.5 FT)
 AI3580'EAST-SOUTHEAST OF THE EAST LEG OF THE PLASI (TO BE REPLACED) , 24.8 M
 AI3580'(81.4 FT) SOUTHWEST OF THE CENTER OF A DRAIN (TO BE REPLACED) , 18.4 M
 AI3580'(60.4 FT) NORTHWEST OF THE PARALLEL TAXI CENTER, AND 16.9 M (55.4 FT)
 AI3580'WEST OF THE 6TH TAXI LIGHT FROM THE RUNWAY.  NOTE--THIS IS A SECONDARY
 AI3580'AIRPORT CONTROL STATION (SACS) .
 AI3580
 AI3580                          STATION RECOVERY (2000)
 AI3580
 AI3580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KLF)
 AI3580'RECOVERED AS DESCRIBED.
 AI3580'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1936 ***********************************************************************
 CQ1936  DESIGNATION -  PTS 1
 CQ1936  PID         -  CQ1936
 CQ1936  STATE/COUNTY-  LA/BOSSIER
 CQ1936  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1936
 CQ1936                         *CURRENT SURVEY CONTROL
 CQ1936  ___________________________________________________________________
 CQ1936* NAD 83(1986)-  32 36 10.     (N)    093 44 07.     (W)     SCALED    
 CQ1936* NAVD 88     -        54.062  (meters)     177.37   (feet)  ADJUSTED  
 CQ1936  ___________________________________________________________________
 CQ1936  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1936  DYNAMIC HT  -          54.001 (meters)     177.17  (feet)  COMP
 CQ1936  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CQ1936
 CQ1936  VERT ORDER  -  FIRST     CLASS II
 CQ1936
 CQ1936.The horizontal coordinates were scaled from a topographic map and have
 CQ1936.an estimated accuracy of +/- 6 seconds.
 CQ1936
 CQ1936.The orthometric height was determined by differential leveling
 CQ1936.and adjusted by the National Geodetic Survey in June 1991..
 CQ1936
 CQ1936.The geoid height was determined by GEOID03.
 CQ1936
 CQ1936.The dynamic height is computed by dividing the NAVD 88
 CQ1936.geopotential number by the normal gravity value computed on the
 CQ1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1936.degrees latitude (g = 980.6199 gals.).
 CQ1936
 CQ1936.The modeled gravity was interpolated from observed gravity values.
 CQ1936
 CQ1936;                    North         East    Units  Estimated Accuracy
 CQ1936;SPC LA N     -   233,810.      884,050.      MT  (+/- 180 meters Scaled)
 CQ1936
 CQ1936                          SUPERSEDED SURVEY CONTROL
 CQ1936
 CQ1936  NGVD 29 (??/??/??)   54.141  (m)          177.63   (f) ADJUSTED    1 2
 CQ1936
 CQ1936.Superseded values are not recommended for survey control.
 CQ1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1936.See file dsdata.txt to determine how the superseded data were derived.
 CQ1936
 CQ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS310074(NAD 83)
 CQ1936_MARKER: P = PIPE CAP
 CQ1936_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1936_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1936_STAMPING: PRIM TRAV STA NO 1
 CQ1936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1936
 CQ1936  HISTORY     - Date     Condition        Report By
 CQ1936  HISTORY     - UNK      MONUMENTED       USGS
 CQ1936  HISTORY     - 1961     GOOD             CGS
 CQ1936  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1936
 CQ1936                          STATION DESCRIPTION
 CQ1936
 CQ1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1936'6.8 MI N FROM BOSSIER CITY.
 CQ1936'1 BLOCK SOUTH ALONG WILLIAM STREET FROM THE POST OFFICE AT BOSSIER
 CQ1936'CITY, THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY 71, THENCE 0.1 MILE EAST
 CQ1936'AND 6.3 MILES NORTH ALONG STATE HIGHWAY 3, AT VANCEVILLE, 332 FEET
 CQ1936'WEST AND ACROSS THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE CENTER
 CQ1936'LINE OF THE HIGHWAY, 87 FEET WEST OF THE WEST RAIL, 253 FEET NORTH OF
 CQ1936'THE VANCEVILLE SIDING SIGN, 68 FEET NORTH OF THE MORE NORTHERLY
 CQ1936'16-INCH PECAN TREE, 10 1/2 FEET EAST OF A FENCE, 10 FEET EAST OF A
 CQ1936'METAL WITNESS POST, A CAP RIVETED ON THE TOP OF AN IRON PIPE, ABOUT 3
 CQ1936'FEET BELOW THE LEVEL OF THE RAIL AND PROJECTING 4 INCHES. NOTE-- THE
 CQ1936'CAP IS BATTERED DOWN IN THE CENTER.  THE ROD WAS HELD ON THE HIGH
 CQ1936'SIDE, OVER THE LETTERS LS IN THE WORDS GEOLOGICAL SURVEY.
 CQ1936
 CQ1936                          STATION RECOVERY (2002)
 CQ1936
 CQ1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1936'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1401 ***********************************************************************
 BX1401  DESIGNATION -  PTS 1 USGS
 BX1401  PID         -  BX1401
 BX1401  STATE/COUNTY-  LA/GRANT
 BX1401  USGS QUAD   -  ALOHA (1992)
 BX1401
 BX1401                         *CURRENT SURVEY CONTROL
 BX1401  ___________________________________________________________________
 BX1401* NAD 83(1986)-  31 35 00.     (N)    092 46 22.     (W)     SCALED    
 BX1401* NAVD 88     -        30.90   (+/-2cm)     101.4    (feet)  VERTCON   
 BX1401  ___________________________________________________________________
 BX1401  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1401
 BX1401  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1401
 BX1401.The horizontal coordinates were scaled from a topographic map and have
 BX1401.an estimated accuracy of +/- 6 seconds.
 BX1401
 BX1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1401.The vertical order pertains to the NGVD 29 superseded value.
 BX1401
 BX1401.The geoid height was determined by GEOID03.
 BX1401
 BX1401;                    North         East    Units  Estimated Accuracy
 BX1401;SPC LA N     -   120,150.      974,110.      MT  (+/- 180 meters Scaled)
 BX1401
 BX1401                          SUPERSEDED SURVEY CONTROL
 BX1401
 BX1401  NGVD 29 (??/??/??)   30.914  (m)          101.42   (f) ADJUSTED    1 2
 BX1401
 BX1401.Superseded values are not recommended for survey control.
 BX1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1401.See file dsdata.txt to determine how the superseded data were derived.
 BX1401
 BX1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ215942(NAD 83)
 BX1401_MARKER: P = PIPE CAP
 BX1401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1401_STAMPING: PRIM TRAV 101 STA NO 1 1906
 BX1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1401
 BX1401  HISTORY     - Date     Condition        Report By
 BX1401  HISTORY     - 1906     MONUMENTED       USGS
 BX1401  HISTORY     - 1949     GOOD             CGS
 BX1401  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1401  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1401
 BX1401                          STATION DESCRIPTION
 BX1401
 BX1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1401'IN ALOHA.
 BX1401'0.55 MILE WEST ALONG U.S. HIGHWAY 71 FROM THE ELEMENTARY SCHOOL AT
 BX1401'ALOHA, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38.0 FEET
 BX1401'NORTHEAST OF THE NORTHEAST RAIL OF THE LOUISIANA AND ARKANSAS
 BX1401'RAILROAD, 3.5 FEET SOUTHWEST OF A LENGTH OF RAIL WHICH IS SET IN THE
 BX1401'GROUND AND PROJECTS 2.5 FEET, 1.2 FEET NORTHEAST OF A WITNESS POST, A
 BX1401'3 1/2 INCH BRONZE CAP RIVETED ON THE TOP OF AN IRON PIPE WHICH IS 0.3
 BX1401'FOOT BELOW THE GROUND.
 BX1401
 BX1401                          STATION RECOVERY (1969)
 BX1401
 BX1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1401'MARK NOT FOUND.
 BX1401
 BX1401                          STATION RECOVERY (2001)
 BX1401
 BX1401'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1539 ***********************************************************************
 BX1539  DESIGNATION -  PTS 10 USGS
 BX1539  PID         -  BX1539
 BX1539  STATE/COUNTY-  LA/GRANT
 BX1539  USGS QUAD   -  PACKTON (1984)
 BX1539
 BX1539                         *CURRENT SURVEY CONTROL
 BX1539  ___________________________________________________________________
 BX1539* NAD 83(1986)-  31 47 24.     (N)    092 32 23.     (W)     SCALED    
 BX1539* NAVD 88     -        45.81   (+/-2cm)     150.3    (feet)  VERTCON   
 BX1539  ___________________________________________________________________
 BX1539  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1539
 BX1539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1539
 BX1539.The horizontal coordinates were scaled from a topographic map and have
 BX1539.an estimated accuracy of +/- 6 seconds.
 BX1539
 BX1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1539.The vertical order pertains to the NGVD 29 superseded value.
 BX1539
 BX1539.The geoid height was determined by GEOID03.
 BX1539
 BX1539;                    North         East    Units  Estimated Accuracy
 BX1539;SPC LA N     -   143,030.      996,240.      MT  (+/- 180 meters Scaled)
 BX1539
 BX1539                          SUPERSEDED SURVEY CONTROL
 BX1539
 BX1539  NGVD 29 (??/??/??)   45.820  (m)          150.33   (f) ADJUSTED    2 0
 BX1539
 BX1539.Superseded values are not recommended for survey control.
 BX1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1539.See file dsdata.txt to determine how the superseded data were derived.
 BX1539
 BX1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR435172(NAD 83)
 BX1539_MARKER: P = PIPE CAP
 BX1539_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1539_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1539_STAMPING: P.T.S. 10 1906
 BX1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1539
 BX1539  HISTORY     - Date     Condition        Report By
 BX1539  HISTORY     - 1906     MONUMENTED       USGS
 BX1539  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1539
 BX1539                          STATION DESCRIPTION
 BX1539
 BX1539'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 BX1539'2.4 MI E FROM PACKTON.
 BX1539'IN GRANT PARISH, ABOUT 2.4 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1539'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, NEAR MILEPOST 160,
 BX1539'ABOUT 500 FEET EAST OF THE CROSSING OF STATE HIGHWAY 108, AND 25 FEET
 BX1539'NORTH OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 BX1539'STAMPED P.T.S. 10 1906 RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 BX1539
 BX1539                          STATION RECOVERY (1981)
 BX1539
 BX1539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0644 ***********************************************************************
 BW0644  DESIGNATION -  PTS 102
 BW0644  PID         -  BW0644
 BW0644  STATE/COUNTY-  LA/CONCORDIA
 BW0644  USGS QUAD   -  NATCHEZ (1976)
 BW0644
 BW0644                         *CURRENT SURVEY CONTROL
 BW0644  ___________________________________________________________________
 BW0644* NAD 83(1986)-  31 34 50.     (N)    091 28 19.     (W)     SCALED    
 BW0644* NAVD 88     -        19.27   (+/-2cm)      63.2    (feet)  VERTCON   
 BW0644  ___________________________________________________________________
 BW0644  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0644
 BW0644  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0644
 BW0644.The horizontal coordinates were scaled from a topographic map and have
 BW0644.an estimated accuracy of +/- 6 seconds.
 BW0644
 BW0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0644.The vertical order pertains to the NGVD 29 superseded value.
 BW0644
 BW0644.The geoid height was determined by GEOID03.
 BW0644
 BW0644;                    North         East    Units  Estimated Accuracy
 BW0644;SPC LA N     -   120,270.    1,097,580.      MT  (+/- 180 meters Scaled)
 BW0644
 BW0644                          SUPERSEDED SURVEY CONTROL
 BW0644
 BW0644  NGVD 29 (??/??/92)   19.27   (m)           63.2    (f) COMPUTED    1 2
 BW0644
 BW0644.Superseded values are not recommended for survey control.
 BW0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0644.See file dsdata.txt to determine how the superseded data were derived.
 BW0644
 BW0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ449949(NAD 83)
 BW0644_MARKER: P = PIPE CAP
 BW0644_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0644_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0644_STAMPING: PRIM TRAV. STA 102 LA 64 1909
 BW0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0644
 BW0644  HISTORY     - Date     Condition        Report By
 BW0644  HISTORY     - 1909     MONUMENTED       USGS
 BW0644  HISTORY     - 1966     GOOD             NGS
 BW0644
 BW0644                          STATION DESCRIPTION
 BW0644
 BW0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0644'2.9 MI NW FROM VIDALIA.
 BW0644'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE
 BW0644'COURTHOUSE AT VIDALIA, THENCE 0.45 MILE NORTHWEST ALONG A PRIVATE
 BW0644'GRAVELED ROAD TO SOME FARM BUILDINGS AT THE RESIDENCE OF ALBERT
 BW0644'NICHOLS, IN SECTION 34, T 7 N, R 10 E, ABOUT 0.1 MILE EAST OF A LARGE
 BW0644'HOUSE BUILT ON CONCRETE PILLARS, ABOUT 190 FEET SOUTH OF THE CENTER
 BW0644'LINE OF A LEVEE, 51 FEET NORTH AND ACROSS A ROAD LEADING TO A HOUSE
 BW0644'FROM THE NORTHWEST CORNER OF A METAL BUILDING USED AS A MACHINE SHOP,
 BW0644'39 FEET WEST OF THE CENTER OF A GATE AND THE CENTER LINE OF A ROAD
 BW0644'LEADING TO THE LEVEE, 37 1/2 FEET NORTHEAST OF A 58-INCH COTTONWOOD
 BW0644'TREE, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING TO THE
 BW0644'HOUSE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 BW0644'LEVEL OF THE ROAD LEADING TO THE HOUSE, A BRASS CAP ON THE TOP OF A
 BW0644'3-INCH IRON PIPE THAT PROJECTS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0659 ***********************************************************************
 BW0659  DESIGNATION -  PTS 103
 BW0659  PID         -  BW0659
 BW0659  STATE/COUNTY-  LA/CONCORDIA
 BW0659  USGS QUAD   -  NATCHEZ (1976)
 BW0659
 BW0659                         *CURRENT SURVEY CONTROL
 BW0659  ___________________________________________________________________
 BW0659* NAD 83(1986)-  31 33 44.     (N)    091 25 17.     (W)     SCALED    
 BW0659* NAVD 88     -        19.22   (+/-2cm)      63.1    (feet)  VERTCON   
 BW0659  ___________________________________________________________________
 BW0659  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0659
 BW0659  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0659
 BW0659.The horizontal coordinates were scaled from a topographic map and have
 BW0659.an estimated accuracy of +/- 6 seconds.
 BW0659
 BW0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0659.The vertical order pertains to the NGVD 29 superseded value.
 BW0659
 BW0659.The geoid height was determined by GEOID03.
 BW0659
 BW0659;                    North         East    Units  Estimated Accuracy
 BW0659;SPC LA N     -   118,280.    1,102,390.      MT  (+/- 180 meters Scaled)
 BW0659
 BW0659                          SUPERSEDED SURVEY CONTROL
 BW0659
 BW0659  NGVD 29 (??/??/92)   19.216  (m)           63.04   (f) ADJ UNCH    1 2
 BW0659
 BW0659.Superseded values are not recommended for survey control.
 BW0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0659.See file dsdata.txt to determine how the superseded data were derived.
 BW0659
 BW0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ498929(NAD 83)
 BW0659_MARKER: P = PIPE CAP
 BW0659_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0659_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0659_STAMPING: P. B. M. 103
 BW0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0659
 BW0659  HISTORY     - Date     Condition        Report By
 BW0659  HISTORY     - UNK      MONUMENTED       USGS
 BW0659  HISTORY     - 1938     GOOD             NGS
 BW0659  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW0659
 BW0659                          STATION DESCRIPTION
 BW0659
 BW0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0659'IN VIDALIA.
 BW0659'IS IRON PIPE WITH BRASS CAP ON THE RIGHT BANK OF MISS. RIVER, IN
 BW0659'CONCORDIA PARISH LOUISIANA, TOWN OF VIDALIA LA.  IN THE DOWNSTREAM
 BW0659'LANDSIDE CORNER OF FENCE AROUND COURT HOUSE, 1 METER INSIDE OF THE
 BW0659'FENCE, 1 METER UPSTREAM FROM THE UPSTREAM EDGE OF SIDEWALK, WHICH IS
 BW0659'THE UPSTREAM SIDEWALK ALONG TRINITY ST. OR HWY. NO. 65 DIRECTLY IN
 BW0659'LINE WITH THE S. W. CORNER OF COURT HOUSE, 3.4 METERS RIVERSIDE FROM
 BW0659'THE DOWNSTREAM RIVERSIDE CORNER OF THE PARISH CAFE BUILDING. PIPE IS
 BW0659'ABOUT 16 INCHES ABOVE THE GROUND.
 BW0659
 BW0659                          STATION RECOVERY (1966)
 BW0659
 BW0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1496 ***********************************************************************
 BW1496  DESIGNATION -  PTS 105
 BW1496  PID         -  BW1496
 BW1496  STATE/COUNTY-  LA/CONCORDIA
 BW1496  USGS QUAD   -  SPOKANE (1976)
 BW1496
 BW1496                         *CURRENT SURVEY CONTROL
 BW1496  ___________________________________________________________________
 BW1496* NAD 83(1986)-  31 40 30.     (N)    091 28 25.     (W)     SCALED    
 BW1496* NAVD 88     -        20.07   (+/-2cm)      65.8    (feet)  VERTCON   
 BW1496  ___________________________________________________________________
 BW1496  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1496
 BW1496  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1496
 BW1496.The horizontal coordinates were scaled from a topographic map and have
 BW1496.an estimated accuracy of +/- 6 seconds.
 BW1496
 BW1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1496.The vertical order pertains to the NGVD 29 superseded value.
 BW1496
 BW1496.The geoid height was determined by GEOID03.
 BW1496
 BW1496;                    North         East    Units  Estimated Accuracy
 BW1496;SPC LA N     -   130,740.    1,097,320.      MT  (+/- 180 meters Scaled)
 BW1496
 BW1496                          SUPERSEDED SURVEY CONTROL
 BW1496
 BW1496  NGVD 29 (??/??/92)   20.075  (m)           65.86   (f) ADJ UNCH    1 2
 BW1496
 BW1496.Superseded values are not recommended for survey control.
 BW1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1496.See file dsdata.txt to determine how the superseded data were derived.
 BW1496
 BW1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR446054(NAD 83)
 BW1496_MARKER: P = PIPE CAP
 BW1496_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1496_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1496_STAMPING: PRIM TRAV 105 1905 LA
 BW1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1496
 BW1496  HISTORY     - Date     Condition        Report By
 BW1496  HISTORY     - 1905     MONUMENTED       USGS
 BW1496  HISTORY     - 1966     GOOD             NGS
 BW1496
 BW1496                          STATION DESCRIPTION
 BW1496
 BW1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1496'6.65 MI NE FROM FERRIDAY.
 BW1496'ABOUT 5.45 MILES NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST
 BW1496'OFFICE AT FERRIDAY, THENCE 1.2 MILES SOUTHEAST ALONG A GRAVELED ROAD
 BW1496'ON THE TOP OF A LEVEE, IN T 8 N, R 10 E, ABOUT 0.25 MILE SOUTHEAST OF
 BW1496'AN OLD CEMETERY, ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST BANK OF A
 BW1496'SMALL BAYOU LEADING NORTH FROM THE LEVEE, 105 FEET NORTHEAST OF THE
 BW1496'CENTER LINE OF THE LEVEE, 26 FEET NORTHWEST OF A 36-INCH HACKBERRY
 BW1496'TREE, 13 FEET EAST OF A 16-INCH HACKBERRY TREE, 0.6 FOOT SOUTH OF A
 BW1496'METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE LEVEE, A CAP
 BW1496'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS ABOUT 10 INCHES ABOVE
 BW1496'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0670 ***********************************************************************
 BW0670  DESIGNATION -  PTS 106
 BW0670  PID         -  BW0670
 BW0670  STATE/COUNTY-  LA/CONCORDIA
 BW0670  USGS QUAD   -  NATCHEZ (1976)
 BW0670
 BW0670                         *CURRENT SURVEY CONTROL
 BW0670  ___________________________________________________________________
 BW0670* NAD 83(1986)-  31 32 47.     (N)    091 28 15.     (W)     SCALED    
 BW0670* NAVD 88     -        18.87   (+/-2cm)      61.9    (feet)  VERTCON   
 BW0670  ___________________________________________________________________
 BW0670  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0670
 BW0670  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0670
 BW0670.The horizontal coordinates were scaled from a topographic map and have
 BW0670.an estimated accuracy of +/- 6 seconds.
 BW0670
 BW0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0670.The vertical order pertains to the NGVD 29 superseded value.
 BW0670
 BW0670.The geoid height was determined by GEOID03.
 BW0670
 BW0670;                    North         East    Units  Estimated Accuracy
 BW0670;SPC LA N     -   116,480.    1,097,720.      MT  (+/- 180 meters Scaled)
 BW0670
 BW0670                          SUPERSEDED SURVEY CONTROL
 BW0670
 BW0670  NGVD 29 (??/??/92)   18.86   (m)           61.9    (f) COMPUTED    1 2
 BW0670
 BW0670.Superseded values are not recommended for survey control.
 BW0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0670.See file dsdata.txt to determine how the superseded data were derived.
 BW0670
 BW0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ451911(NAD 83)
 BW0670_MARKER: P = PIPE CAP
 BW0670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0670_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0670_STAMPING: LA PRIM TRAV STA NO 106 1909 106
 BW0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0670
 BW0670  HISTORY     - Date     Condition        Report By
 BW0670  HISTORY     - 1909     MONUMENTED       USGS
 BW0670  HISTORY     - 1966     GOOD             NGS
 BW0670
 BW0670                          STATION DESCRIPTION
 BW0670
 BW0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0670'3.35 MI SW FROM VIDALIA.
 BW0670'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0670'AT VIDALIA, THENCE 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 131, ON
 BW0670'PROPERTY BELONGING TO THE WHITEHALL PLANTATION, ABOUT 0.2 MILE WEST OF
 BW0670'THE ENTRANCE TO THE MAIN HOUSE AT THE PLANTATION, ABOUT 0.1 MILE WEST
 BW0670'OF AN OVERHEAD BLOWER PIPE WHICH EMPTIES COTTON HULLS INTO A LAKE, 161
 BW0670'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FOREMAN HOUSE AT THE
 BW0670'PLANTATION, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 BW0670'EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH BETWEEN TWO
 BW0670'LAKES, 30 FEET SOUTHEAST OF A POWER POLE, 6 FEET SOUTH OF THE MORE
 BW0670'WESTERLY ONE OF TWO HUMBLE GAS LINE MARKERS, 1.3 FEET WEST OF A METAL
 BW0670'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, A CAP ON
 BW0670'THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 5 INCHES ABOVE THE
 BW0670'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0173 ***********************************************************************
 BX0173  DESIGNATION -  PTS 11 USGS
 BX0173  PID         -  BX0173
 BX0173  STATE/COUNTY-  LA/GRANT
 BX0173  USGS QUAD   -  GEORGETOWN (1984)
 BX0173
 BX0173                         *CURRENT SURVEY CONTROL
 BX0173  ___________________________________________________________________
 BX0173* NAD 83(1986)-  31 46 57.     (N)    092 29 17.     (W)     SCALED    
 BX0173* NAVD 88     -        36.78   (+/-2cm)     120.7    (feet)  VERTCON   
 BX0173  ___________________________________________________________________
 BX0173  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX0173
 BX0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0173
 BX0173.The horizontal coordinates were scaled from a topographic map and have
 BX0173.an estimated accuracy of +/- 6 seconds.
 BX0173
 BX0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0173.The vertical order pertains to the NGVD 29 superseded value.
 BX0173
 BX0173.The geoid height was determined by GEOID03.
 BX0173
 BX0173;                    North         East    Units  Estimated Accuracy
 BX0173;SPC LA N     -   142,200.    1,001,130.      MT  (+/- 180 meters Scaled)
 BX0173
 BX0173                          SUPERSEDED SURVEY CONTROL
 BX0173
 BX0173  NGVD 29 (??/??/??)   36.793  (m)          120.71   (f) ADJUSTED    2 0
 BX0173
 BX0173.Superseded values are not recommended for survey control.
 BX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0173.See file dsdata.txt to determine how the superseded data were derived.
 BX0173
 BX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR484164(NAD 83)
 BX0173_MARKER: P = PIPE CAP
 BX0173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0173_STAMPING: PTS 1906 STA 11
 BX0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0173
 BX0173  HISTORY     - Date     Condition        Report By
 BX0173  HISTORY     - 1906     MONUMENTED       USGS
 BX0173  HISTORY     - 1949     GOOD             CGS
 BX0173
 BX0173                          STATION DESCRIPTION
 BX0173
 BX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX0173'5.7 MI E FROM PACKTON.
 BX0173'5.7 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 BX0173'STATION AT PACKTON, 0.1 MILE EAST OF THE CROSSING OF STATE HIGHWAY
 BX0173'232, AT ZION SWITCH, 69.0 FEET EAST OF THE FIRST POLE EAST OF MILEPOST
 BX0173'163, 14.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2.0 FEET
 BX0173'NORTHWEST OF A WITNESS POST, A BRONZE CAP RIVETED ON THE TOP OF A 3
 BX0173'1/2 INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1468 ***********************************************************************
 BW1468  DESIGNATION -  PTS 119 RESET 1934
 BW1468  PID         -  BW1468
 BW1468  STATE/COUNTY-  LA/CONCORDIA
 BW1468  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1468
 BW1468                         *CURRENT SURVEY CONTROL
 BW1468  ___________________________________________________________________
 BW1468* NAD 83(1986)-  31 43 15.     (N)    091 32 38.     (W)     SCALED    
 BW1468* NAVD 88     -        18.73   (+/-2cm)      61.5    (feet)  VERTCON   
 BW1468  ___________________________________________________________________
 BW1468  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1468
 BW1468  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1468
 BW1468.The horizontal coordinates were scaled from a topographic map and have
 BW1468.an estimated accuracy of +/- 6 seconds.
 BW1468
 BW1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1468.The vertical order pertains to the NGVD 29 superseded value.
 BW1468
 BW1468.The geoid height was determined by GEOID03.
 BW1468
 BW1468;                    North         East    Units  Estimated Accuracy
 BW1468;SPC LA N     -   135,760.    1,090,610.      MT  (+/- 180 meters Scaled)
 BW1468
 BW1468                          SUPERSEDED SURVEY CONTROL
 BW1468
 BW1468  NGVD 29 (??/??/92)   18.731  (m)           61.45   (f) ADJ UNCH    1 2
 BW1468
 BW1468.Superseded values are not recommended for survey control.
 BW1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1468.See file dsdata.txt to determine how the superseded data were derived.
 BW1468
 BW1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR379104(NAD 83)
 BW1468_MARKER: DD = SURVEY DISK
 BW1468_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW1468+WITH SETTING: INTO GROUND
 BW1468_STAMPING: PRIM TRAV 119 1909
 BW1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1468+STABILITY: SURFACE MOTION
 BW1468
 BW1468  HISTORY     - Date     Condition        Report By
 BW1468  HISTORY     - 1934     MONUMENTED       USGS
 BW1468  HISTORY     - 1973     GOOD             NGS
 BW1468
 BW1468                          STATION DESCRIPTION
 BW1468
 BW1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BW1468'0.15 MI SW FROM CLAYTON.
 BW1468'ABOUT 0.10 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 566 FROM CLAYTON
 BW1468'ELEMENTARY SCHOOL TO THE INTERSECTION OF MISSOURI PACIFIC RAIL ROAD.
 BW1468'THENCE ABOUT 0.05 MILES EAST ALONG A GRAVEL STREET PARALLELING THE
 BW1468'SOUTH RIGHT-OF-WAY LINE OF THE RAILROAD.  IT IS 51.0 FEET SOUTHWEST OF
 BW1468'THE CENTERLINE OF A GRAVEL STREET, 21.0 FEET NORTHWEST OF A POWERPOLE,
 BW1468'38.0 FEET NORTHWEST OF A 24 INCH CEDAR TREE, 57.0 FEET NORTH OF THE
 BW1468'NORTHEAST CORNER OF A FRAME HOUSE.  A U.S.G.S. BRASS CAP SET ON TOP OF
 BW1468'A 3 INCH IRON PIPE.  A STEEL WITNESS POST IS SET 1.0 FOOT WEST OF THE
 BW1468'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1552 ***********************************************************************
 BX1552  DESIGNATION -  PTS 13 USGS
 BX1552  PID         -  BX1552
 BX1552  STATE/COUNTY-  LA/WINN
 BX1552  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1552
 BX1552                         *CURRENT SURVEY CONTROL
 BX1552  ___________________________________________________________________
 BX1552* NAD 83(1986)-  31 56 21.     (N)    092 35 56.     (W)     SCALED    
 BX1552* NAVD 88     -        38.93   (+/-2cm)     127.7    (feet)  VERTCON   
 BX1552  ___________________________________________________________________
 BX1552  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1552
 BX1552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1552
 BX1552.The horizontal coordinates were scaled from a topographic map and have
 BX1552.an estimated accuracy of +/- 6 seconds.
 BX1552
 BX1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1552.The vertical order pertains to the NGVD 29 superseded value.
 BX1552
 BX1552.The geoid height was determined by GEOID03.
 BX1552
 BX1552;                    North         East    Units  Estimated Accuracy
 BX1552;SPC LA N     -   159,570.      990,650.      MT  (+/- 180 meters Scaled)
 BX1552
 BX1552                          SUPERSEDED SURVEY CONTROL
 BX1552
 BX1552  NGVD 29 (??/??/??)   38.956  (m)          127.81   (f) ADJUSTED    2 0
 BX1552
 BX1552.Superseded values are not recommended for survey control.
 BX1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1552.See file dsdata.txt to determine how the superseded data were derived.
 BX1552
 BX1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR379337(NAD 83)
 BX1552_MARKER: P = PIPE CAP
 BX1552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1552_STAMPING: PTS NO 13 1906 128
 BX1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1552
 BX1552  HISTORY     - Date     Condition        Report By
 BX1552  HISTORY     - 1906     MONUMENTED       USGS
 BX1552  HISTORY     - 1935     GOOD             CGS
 BX1552  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1552
 BX1552                          STATION DESCRIPTION
 BX1552
 BX1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1552'2.6 MI NE FROM WINNFIELD.
 BX1552'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM WINNFIELD, WINN PARISH,
 BX1552'0.25 MILE NORTHEAST OF THE CONCRETE BRIDGE OVER DUGDEMONA RIVER, 38
 BX1552'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET NORTHWEST
 BX1552'OF A WOODEN FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 BX1552'STAMPED PTS NO 13 1906 128 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 BX1552'PIPE.  NOTE-- PIPE LEANING SLIGHTLY.
 BX1552
 BX1552                          STATION RECOVERY (1981)
 BX1552
 BX1552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1547 ***********************************************************************
 BX1547  DESIGNATION -  PTS 14 USGS
 BX1547  PID         -  BX1547
 BX1547  STATE/COUNTY-  LA/WINN
 BX1547  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1547
 BX1547                         *CURRENT SURVEY CONTROL
 BX1547  ___________________________________________________________________
 BX1547* NAD 83(1986)-  31 59 03.     (N)    092 31 19.     (W)     SCALED    
 BX1547* NAVD 88     -        44.35   (+/-2cm)     145.5    (feet)  VERTCON   
 BX1547  ___________________________________________________________________
 BX1547  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX1547
 BX1547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1547
 BX1547.The horizontal coordinates were scaled from a topographic map and have
 BX1547.an estimated accuracy of +/- 6 seconds.
 BX1547
 BX1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1547.The vertical order pertains to the NGVD 29 superseded value.
 BX1547
 BX1547.The geoid height was determined by GEOID03.
 BX1547
 BX1547;                    North         East    Units  Estimated Accuracy
 BX1547;SPC LA N     -   164,560.      997,930.      MT  (+/- 180 meters Scaled)
 BX1547
 BX1547                          SUPERSEDED SURVEY CONTROL
 BX1547
 BX1547  NGVD 29 (??/??/??)   44.379  (m)          145.60   (f) ADJUSTED    2 0
 BX1547
 BX1547.Superseded values are not recommended for survey control.
 BX1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1547.See file dsdata.txt to determine how the superseded data were derived.
 BX1547
 BX1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR451387(NAD 83)
 BX1547_MARKER: P = PIPE CAP
 BX1547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1547_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1547_STAMPING: PRIM TRAV STA NO 14 1906
 BX1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1547
 BX1547  HISTORY     - Date     Condition        Report By
 BX1547  HISTORY     - 1906     MONUMENTED       USGS
 BX1547  HISTORY     - 1950     GOOD             CGS
 BX1547  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX1547
 BX1547                          STATION DESCRIPTION
 BX1547
 BX1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1547'7.2 MI SW FROM SIKES.
 BX1547'7.2 MILES SOUTHWEST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 BX1547'STATION AT SIKES, 700 YARDS (ESTIMATED) SOUTHWEST OF MILEPOST 40, AT A
 BX1547'ROAD CROSSING, 92.0 FEET SOUTHWEST OF THE CENTER OF THE ROAD CROSSING,
 BX1547'60.0 FEET SOUTHWEST OF THE SIGNBOARD AT RINGWOOD SIDING, 14.3 FEET
 BX1547'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND RIVETED ON TOP
 BX1547'OF AN IRON PIPE PROJECTING 1.6 FEET ABOVE THE GROUND. NOTE-- THE PIPE
 BX1547'IS LEANING BUT IS SOLID AND SHOWS NO EVIDENCE OF HAVING BEEN
 BX1547'DISTURBED.
 BX1547
 BX1547                          STATION RECOVERY (1982)
 BX1547
 BX1547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2030 ***********************************************************************
 BJ2030  DESIGNATION -  PTS 14 USGS
 BJ2030  PID         -  BJ2030
 BJ2030  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ2030  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ2030
 BJ2030                         *CURRENT SURVEY CONTROL
 BJ2030  ___________________________________________________________________
 BJ2030* NAD 83(1986)-  30 27 33.     (N)    091 12 20.     (W)     SCALED    
 BJ2030* NAVD 88     -         8.62   (+/-2cm)      28.3    (feet)  VERTCON   
 BJ2030  ___________________________________________________________________
 BJ2030  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ2030
 BJ2030  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2030
 BJ2030.The horizontal coordinates were scaled from a topographic map and have
 BJ2030.an estimated accuracy of +/- 6 seconds.
 BJ2030
 BJ2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2030.The vertical order pertains to the NGVD 29 superseded value.
 BJ2030
 BJ2030.The geoid height was determined by GEOID03.
 BJ2030
 BJ2030;                    North         East    Units  Estimated Accuracy
 BJ2030;SPC LA S     -   217,170.    1,012,270.      MT  (+/- 180 meters Scaled)
 BJ2030
 BJ2030                          SUPERSEDED SURVEY CONTROL
 BJ2030
 BJ2030  NGVD 29 (??/??/??)    8.618  (m)           28.27   (f) ADJUSTED    1 2
 BJ2030
 BJ2030.Superseded values are not recommended for survey control.
 BJ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2030.See file dsdata.txt to determine how the superseded data were derived.
 BJ2030
 BJ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP722710(NAD 83)
 BJ2030_MARKER: P = PIPE CAP
 BJ2030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2030
 BJ2030  HISTORY     - Date     Condition        Report By
 BJ2030  HISTORY     - UNK      MONUMENTED       USGS
 BJ2030  HISTORY     - 1965     GOOD             CGS
 BJ2030
 BJ2030                          STATION DESCRIPTION
 BJ2030
 BJ2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2030'IN PORT ALLEN.
 BJ2030'AT COURT HOUSE.  2 FEET EAST OF THE EAST SIDE OF COURT HOUSE.  ABOUT
 BJ2030'30 FEET SOUTH OF THE NORTHEAST CORNER.  2 FEET ABOVE GROUND.  MARK IS
 BJ2030'LEANING, BUT ROD WAS HELD IMMEDIATELY OVER CENTER OF CROSS STAMPED IN
 BJ2030'TOP OF CAP, MAKING FOOT OF ROD TOUCH ONLY ON HIGH SIDE OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1362 ***********************************************************************
 CQ1362  DESIGNATION -  PTS 15 W 13 A
 CQ1362  PID         -  CQ1362
 CQ1362  STATE/COUNTY-  LA/WEBSTER
 CQ1362  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1362
 CQ1362                         *CURRENT SURVEY CONTROL
 CQ1362  ___________________________________________________________________
 CQ1362* NAD 83(1986)-  32 49 11.     (N)    093 25 03.     (W)     SCALED    
 CQ1362* NAVD 88     -        68.561  (meters)     224.94   (feet)  ADJUSTED  
 CQ1362  ___________________________________________________________________
 CQ1362  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ1362  DYNAMIC HT  -          68.485 (meters)     224.69  (feet)  COMP
 CQ1362  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 CQ1362
 CQ1362  VERT ORDER  -  SECOND    CLASS 0
 CQ1362
 CQ1362.The horizontal coordinates were scaled from a topographic map and have
 CQ1362.an estimated accuracy of +/- 6 seconds.
 CQ1362
 CQ1362.The orthometric height was determined by differential leveling
 CQ1362.and adjusted by the National Geodetic Survey in June 1991..
 CQ1362
 CQ1362.The geoid height was determined by GEOID03.
 CQ1362
 CQ1362.The dynamic height is computed by dividing the NAVD 88
 CQ1362.geopotential number by the normal gravity value computed on the
 CQ1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1362.degrees latitude (g = 980.6199 gals.).
 CQ1362
 CQ1362.The modeled gravity was interpolated from observed gravity values.
 CQ1362
 CQ1362;                    North         East    Units  Estimated Accuracy
 CQ1362;SPC LA N     -   257,580.      914,080.      MT  (+/- 180 meters Scaled)
 CQ1362
 CQ1362                          SUPERSEDED SURVEY CONTROL
 CQ1362
 CQ1362  NGVD 29 (??/??/??)   68.624  (m)          225.14   (f) ADJUSTED    2 0
 CQ1362
 CQ1362.Superseded values are not recommended for survey control.
 CQ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1362.See file dsdata.txt to determine how the superseded data were derived.
 CQ1362
 CQ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS609313(NAD 83)
 CQ1362_MARKER: DD = SURVEY DISK
 CQ1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1362_STAMPING: P.T.S. NO. 15W LA. 1922 13A
 CQ1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1362+STABILITY: SURFACE MOTION
 CQ1362
 CQ1362  HISTORY     - Date     Condition        Report By
 CQ1362  HISTORY     - 1922     MONUMENTED       USGS
 CQ1362  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1362
 CQ1362                          STATION DESCRIPTION
 CQ1362
 CQ1362'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1362'IN COTTON VALLEY.
 CQ1362'AT COTTON VALLEY, WEBSTER PARISH, ABOUT 190 FEET NORTH AND 85 FEET
 CQ1362'WEST OF THE LOUISIANA AND ARKANSAS RAILWAY STATION, ABOUT 85 FEET WEST
 CQ1362'AND 25 FEET SOUTH OF A ROAD CROSSING, AT THE SOUTHWEST CORNER OF THE
 CQ1362'ROAD LEADING WEST, AND AT THE NORTHEAST CORNER OF THE STORE BUILDING
 CQ1362'OWNED BY B.E. LINDSEY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CQ1362'DISK, STAMPED P T S NO 15 W LOUISIANA 1922 13 A AND SET IN THE TOP OF
 CQ1362'A CONCRETE POST.  SEC 17, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0797 ***********************************************************************
 DL0797  DESIGNATION -  PTS 17 F
 DL0797  PID         -  DL0797
 DL0797  STATE/COUNTY-  LA/BOSSIER
 DL0797  USGS QUAD   -  BRADLEY (1978)
 DL0797
 DL0797                         *CURRENT SURVEY CONTROL
 DL0797  ___________________________________________________________________
 DL0797* NAD 83(1986)-  33 01 08.     (N)    093 40 27.     (W)     SCALED    
 DL0797* NAVD 88     -        75.165  (meters)     246.60   (feet)  ADJUSTED  
 DL0797  ___________________________________________________________________
 DL0797  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DL0797  DYNAMIC HT  -          75.083 (meters)     246.33  (feet)  COMP
 DL0797  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 DL0797
 DL0797  VERT ORDER  -  FIRST     CLASS II
 DL0797
 DL0797.The horizontal coordinates were scaled from a topographic map and have
 DL0797.an estimated accuracy of +/- 6 seconds.
 DL0797
 DL0797.The orthometric height was determined by differential leveling
 DL0797.and adjusted by the National Geodetic Survey in June 1991..
 DL0797
 DL0797.The geoid height was determined by GEOID03.
 DL0797
 DL0797.The dynamic height is computed by dividing the NAVD 88
 DL0797.geopotential number by the normal gravity value computed on the
 DL0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0797.degrees latitude (g = 980.6199 gals.).
 DL0797
 DL0797.The modeled gravity was interpolated from observed gravity values.
 DL0797
 DL0797;                    North         East    Units  Estimated Accuracy
 DL0797;SPC LA N     -   279,900.      890,290.      MT  (+/- 180 meters Scaled)
 DL0797
 DL0797                          SUPERSEDED SURVEY CONTROL
 DL0797
 DL0797  NGVD 29 (??/??/92)   75.226  (m)          246.80   (f) ADJ UNCH    1 2
 DL0797
 DL0797.Superseded values are not recommended for survey control.
 DL0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0797.See file dsdata.txt to determine how the superseded data were derived.
 DL0797
 DL0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS370535(NAD 83)
 DL0797_MARKER: DD = SURVEY DISK
 DL0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL0797_STAMPING: PRIM TRAV STA NO 17 F 3 A 1922
 DL0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0797+STABILITY: SURFACE MOTION
 DL0797
 DL0797  HISTORY     - Date     Condition        Report By
 DL0797  HISTORY     - 1922     MONUMENTED       USGS
 DL0797  HISTORY     - 1960     GOOD             NGS
 DL0797  HISTORY     - 20010331 GOOD             NGS
 DL0797  HISTORY     - 20020114 GOOD             NGS
 DL0797
 DL0797                          STATION DESCRIPTION
 DL0797
 DL0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DL0797'5.55 MI S FROM BRADLEY.
 DL0797'ABOUT 5.55 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0797'STATION AT BRADLEY, ALSO 8.15 MILES NORTH OF THE STATION AT PLAIN
 DL0797'DEALING, 1 1/2 POLES SOUTH OF MILEPOST 414, 195 FEET EAST OF THE EAST
 DL0797'RAIL, AT THE ARKANSAS-LOUISIANA STATE LINE, ON THE LOUISIANA SIDE, 33
 DL0797'FEET SOUTH OF THE CENTER LINE OF AN OLD ROAD, 198 FEET EAST OF THE
 DL0797'CENTER OF A ROAD CROSSING, AT THE NORTH END OF ARKANA SIDING, 0.6 FEET
 DL0797'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACKS, AND IN
 DL0797'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DL0797
 DL0797                          STATION RECOVERY (2001)
 DL0797
 DL0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DL0797'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 DL0797
 DL0797                          STATION RECOVERY (2002)
 DL0797
 DL0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 DL0797'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1862 ***********************************************************************
 CQ1862  DESIGNATION -  PTS 19 F
 CQ1862  PID         -  CQ1862
 CQ1862  STATE/COUNTY-  LA/BOSSIER
 CQ1862  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1862
 CQ1862                         *CURRENT SURVEY CONTROL
 CQ1862  ___________________________________________________________________
 CQ1862* NAD 83(1986)-  32 56 40.     (N)    093 41 26.     (W)     SCALED    
 CQ1862* NAVD 88     -        97.345  (meters)     319.37   (feet)  ADJUSTED  
 CQ1862  ___________________________________________________________________
 CQ1862  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CQ1862  DYNAMIC HT  -          97.238 (meters)     319.02  (feet)  COMP
 CQ1862  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CQ1862
 CQ1862  VERT ORDER  -  FIRST     CLASS II
 CQ1862
 CQ1862.The horizontal coordinates were scaled from a topographic map and have
 CQ1862.an estimated accuracy of +/- 6 seconds.
 CQ1862
 CQ1862.The orthometric height was determined by differential leveling
 CQ1862.and adjusted by the National Geodetic Survey in June 1991..
 CQ1862
 CQ1862.The geoid height was determined by GEOID03.
 CQ1862
 CQ1862.The dynamic height is computed by dividing the NAVD 88
 CQ1862.geopotential number by the normal gravity value computed on the
 CQ1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1862.degrees latitude (g = 980.6199 gals.).
 CQ1862
 CQ1862.The modeled gravity was interpolated from observed gravity values.
 CQ1862
 CQ1862;                    North         East    Units  Estimated Accuracy
 CQ1862;SPC LA N     -   271,660.      888,660.      MT  (+/- 180 meters Scaled)
 CQ1862
 CQ1862                          SUPERSEDED SURVEY CONTROL
 CQ1862
 CQ1862  NGVD 29 (??/??/??)   97.408  (m)          319.58   (f) ADJUSTED    1 2
 CQ1862
 CQ1862.Superseded values are not recommended for survey control.
 CQ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1862.See file dsdata.txt to determine how the superseded data were derived.
 CQ1862
 CQ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS354453(NAD 83)
 CQ1862_MARKER: DD = SURVEY DISK
 CQ1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1862_STAMPING: PRIM TRAV STA NO 19 F 1922 1 A
 CQ1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1862+STABILITY: SURFACE MOTION
 CQ1862
 CQ1862  HISTORY     - Date     Condition        Report By
 CQ1862  HISTORY     - 1922     MONUMENTED       USGS
 CQ1862  HISTORY     - 1969     GOOD             LADH
 CQ1862  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ1862  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ1862
 CQ1862                          STATION DESCRIPTION
 CQ1862
 CQ1862'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1862'2.9 MI N FROM PLAIN DEALING.
 CQ1862'ABOUT 2.9 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CQ1862'STATION AT PLAIN DEALING, 9 POLES SOUTH OF MILEPOST 419, 62 FEET WEST
 CQ1862'OF THE WEST RAIL, 4 POLES NORTH OF THE ROAD CROSSING AT BOLINGER
 CQ1862'SIDING, 65 FEET NORTHWEST OF BOLINGER SIDING, SIGN, 49 FEET SOUTH OF A
 CQ1862'40-INCH COTTON WOOD TREE, 12 FEET WEST OF THE CENTER LINE OF A ROAD
 CQ1862'PARALLELING TRACK, 0.6 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 CQ1862'BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST 1/2 FOOT BELOW THE
 CQ1862'GROUND.  SEC 34, T 23N, R 13W.
 CQ1862
 CQ1862                          STATION RECOVERY (2001)
 CQ1862
 CQ1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ1862'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ1862
 CQ1862                          STATION RECOVERY (2002)
 CQ1862
 CQ1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1862'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1409 ***********************************************************************
 BX1409  DESIGNATION -  PTS 2 F 157 USGS
 BX1409  PID         -  BX1409
 BX1409  STATE/COUNTY-  LA/GRANT
 BX1409  USGS QUAD   -  VERDA (1983)
 BX1409
 BX1409                         *CURRENT SURVEY CONTROL
 BX1409  ___________________________________________________________________
 BX1409* NAD 83(1986)-  31 41 30.     (N)    092 45 42.     (W)     SCALED    
 BX1409* NAVD 88     -        47.76   (+/-2cm)     156.7    (feet)  VERTCON   
 BX1409  ___________________________________________________________________
 BX1409  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX1409
 BX1409  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1409
 BX1409.The horizontal coordinates were scaled from a topographic map and have
 BX1409.an estimated accuracy of +/- 6 seconds.
 BX1409
 BX1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1409.The vertical order pertains to the NGVD 29 superseded value.
 BX1409
 BX1409.The geoid height was determined by GEOID03.
 BX1409
 BX1409;                    North         East    Units  Estimated Accuracy
 BX1409;SPC LA N     -   132,160.      975,190.      MT  (+/- 180 meters Scaled)
 BX1409
 BX1409                          SUPERSEDED SURVEY CONTROL
 BX1409
 BX1409  NGVD 29 (??/??/??)   47.775  (m)          156.74   (f) ADJUSTED    1 2
 BX1409
 BX1409.Superseded values are not recommended for survey control.
 BX1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1409.See file dsdata.txt to determine how the superseded data were derived.
 BX1409
 BX1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR225062(NAD 83)
 BX1409_MARKER: P = PIPE CAP
 BX1409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1409_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1409_STAMPING: 157 NO 2 1906
 BX1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1409
 BX1409  HISTORY     - Date     Condition        Report By
 BX1409  HISTORY     - 1906     MONUMENTED       USGS
 BX1409  HISTORY     - 1949     GOOD             CGS
 BX1409
 BX1409                          STATION DESCRIPTION
 BX1409
 BX1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1409'IN NEW VERDA.
 BX1409'AT NEW VERDA, 0.1 MILE SOUTHEAST OF THE POST OFFICE, 78 FEET NORTHEAST
 BX1409'OF THE CENTER LINE OF STATE HIGHWAY 5, 20 FEET NORTHWEST OF THE CENTER
 BX1409'LINE OF A PRIVATE ROAD LEADING SOUTHEAST, 48 FEET EAST OF THE EXTENDED
 BX1409'CENTER LINE OF A T ROAD LEADING SOUTH, 2.0 FEET SOUTH OF A WITNESS
 BX1409'POST, A BRONZE U.S.G.S. CAP ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 BX1409'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3236 ***********************************************************************
 CQ3236  DESIGNATION -  PTS 20 W H 20
 CQ3236  PID         -  CQ3236
 CQ3236  STATE/COUNTY-  LA/BOSSIER
 CQ3236  USGS QUAD   -  HUGHES (1981)
 CQ3236
 CQ3236                         *CURRENT SURVEY CONTROL
 CQ3236  ___________________________________________________________________
 CQ3236* NAD 83(1992)-  32 48 52.12927(N)    093 37 44.02847(W)     ADJUSTED  
 CQ3236* NAVD 88     -       123.36   (+/-2cm)     404.7    (feet)  VERTCON   
 CQ3236  ___________________________________________________________________
 CQ3236  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CQ3236  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ3236
 CQ3236  HORZ ORDER  -  SECOND
 CQ3236  VERT ORDER  -  THIRD ? (See Below)
 CQ3236
 CQ3236.The horizontal coordinates were established by classical geodetic methods
 CQ3236.and adjusted by the National Geodetic Survey in September 1999..
 CQ3236
 CQ3236.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3236.The vertical order pertains to the NGVD 29 superseded value.
 CQ3236
 CQ3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3236
 CQ3236.The geoid height was determined by GEOID03.
 CQ3236
 CQ3236;                    North         East     Units Scale Factor Converg.
 CQ3236;SPC LA N     -   257,180.384   894,278.725   MT  1.00003705   -0 35 48.7
 CQ3236;SPC LA N     -   843,765.98  2,933,979.45   sFT  1.00003705   -0 35 48.7
 CQ3236;UTM  15      - 3,630,895.622   441,127.948   MT  0.99964274   -0 20 27.0
 CQ3236
 CQ3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3236!SPC LA N     -   0.99998474  x   1.00003705  =   1.00002179
 CQ3236!UTM  15      -   0.99998474  x   0.99964274  =   0.99962749
 CQ3236
 CQ3236                          SUPERSEDED SURVEY CONTROL
 CQ3236
 CQ3236  NAD 83(1992)-  32 48 52.13134(N)    093 37 44.02514(W) AD(       ) 2
 CQ3236  NAD 83(1986)-  32 48 52.14111(N)    093 37 44.01801(W) AD(       ) 2
 CQ3236  NAD 27      -  32 48 51.63300(N)    093 37 43.38000(W) AD(       ) 2
 CQ3236  NGVD 29 (07/19/86)  123.43   (m)          405.0    (f) LEVELING    3  
 CQ3236
 CQ3236.Superseded values are not recommended for survey control.
 CQ3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3236.See file dsdata.txt to determine how the superseded data were derived.
 CQ3236
 CQ3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4112830896(NAD 83)
 CQ3236_MARKER: DD = SURVEY DISK
 CQ3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3236+STABILITY: SURFACE MOTION
 CQ3236
 CQ3236  HISTORY     - Date     Condition        Report By
 CQ3236  HISTORY     - 1950     MONUMENTED       USGS
 CQ3236  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ3236  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ3236
 CQ3236                          STATION DESCRIPTION
 CQ3236
 CQ3236'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 CQ3236'SEE STATION ROCKY MOUNT.
 CQ3236
 CQ3236                          STATION RECOVERY (2001)
 CQ3236
 CQ3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ3236'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ3236
 CQ3236                          STATION RECOVERY (2002)
 CQ3236
 CQ3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ3236'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1891 ***********************************************************************
 CQ1891  DESIGNATION -  PTS 21 F
 CQ1891  PID         -  CQ1891
 CQ1891  STATE/COUNTY-  LA/BOSSIER
 CQ1891  USGS QUAD   -  HUGHES (1981)
 CQ1891
 CQ1891                         *CURRENT SURVEY CONTROL
 CQ1891  ___________________________________________________________________
 CQ1891* NAD 83(1986)-  32 50 42.     (N)    093 41 53.     (W)     SCALED    
 CQ1891* NAVD 88     -        70.735  (meters)     232.07   (feet)  ADJUSTED  
 CQ1891  ___________________________________________________________________
 CQ1891  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CQ1891  DYNAMIC HT  -          70.656 (meters)     231.81  (feet)  COMP
 CQ1891  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 CQ1891
 CQ1891  VERT ORDER  -  FIRST     CLASS II
 CQ1891
 CQ1891.The horizontal coordinates were scaled from a topographic map and have
 CQ1891.an estimated accuracy of +/- 6 seconds.
 CQ1891
 CQ1891.The orthometric height was determined by differential leveling
 CQ1891.and adjusted by the National Geodetic Survey in June 1991..
 CQ1891
 CQ1891.The geoid height was determined by GEOID03.
 CQ1891
 CQ1891.The dynamic height is computed by dividing the NAVD 88
 CQ1891.geopotential number by the normal gravity value computed on the
 CQ1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1891.degrees latitude (g = 980.6199 gals.).
 CQ1891
 CQ1891.The modeled gravity was interpolated from observed gravity values.
 CQ1891
 CQ1891;                    North         East    Units  Estimated Accuracy
 CQ1891;SPC LA N     -   260,640.      887,840.      MT  (+/- 180 meters Scaled)
 CQ1891
 CQ1891                          SUPERSEDED SURVEY CONTROL
 CQ1891
 CQ1891  NGVD 29 (??/??/??)   70.807  (m)          232.31   (f) ADJUSTED    1 2
 CQ1891
 CQ1891.Superseded values are not recommended for survey control.
 CQ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1891.See file dsdata.txt to determine how the superseded data were derived.
 CQ1891
 CQ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS346343(NAD 83)
 CQ1891_MARKER: DD = SURVEY DISK
 CQ1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1891_STAMPING: PRIM TRAV STA NO 21 F 59 A 1922
 CQ1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1891+STABILITY: SURFACE MOTION
 CQ1891
 CQ1891  HISTORY     - Date     Condition        Report By
 CQ1891  HISTORY     - 1922     MONUMENTED       USGS
 CQ1891  HISTORY     - 1969     GOOD             LADH
 CQ1891
 CQ1891                          STATION DESCRIPTION
 CQ1891
 CQ1891'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1891'4.2 MI S FROM PLAIN DEALING.
 CQ1891'4.2 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1891'PLAIN DEALING, 11 1/2 POLES SOUTH OF MILEPOST 426, 44 FEET EAST OF
 CQ1891'EAST RAIL, 0.2 MILE NORTHWEST OF AN OLD HOUSE, 62 FEET NORTH OF AN 18
 CQ1891'INCH OAK TREE, 3 FEET WEST OF A FENCE, 0.8 FOOT EAST OF A METAL
 CQ1891'WITNESS POST, ABOUT LEVEL WITH RAIL, AND SET IN THE TOP OF A CONCRETE
 CQ1891'POST PROJECTING 10 INCHES.  SEC 3, T 21N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1896 ***********************************************************************
 CQ1896  DESIGNATION -  PTS 22 F
 CQ1896  PID         -  CQ1896
 CQ1896  STATE/COUNTY-  LA/BOSSIER
 CQ1896  USGS QUAD   -  HUGHES (1981)
 CQ1896
 CQ1896                         *CURRENT SURVEY CONTROL
 CQ1896  ___________________________________________________________________
 CQ1896* NAD 83(1986)-  32 47 57.     (N)    093 42 09.     (W)     SCALED    
 CQ1896* NAVD 88     -        64.390  (meters)     211.25   (feet)  ADJUSTED  
 CQ1896  ___________________________________________________________________
 CQ1896  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1896  DYNAMIC HT  -          64.318 (meters)     211.02  (feet)  COMP
 CQ1896  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CQ1896
 CQ1896  VERT ORDER  -  FIRST     CLASS II
 CQ1896
 CQ1896.The horizontal coordinates were scaled from a topographic map and have
 CQ1896.an estimated accuracy of +/- 6 seconds.
 CQ1896
 CQ1896.The orthometric height was determined by differential leveling
 CQ1896.and adjusted by the National Geodetic Survey in June 1991..
 CQ1896
 CQ1896.The geoid height was determined by GEOID03.
 CQ1896
 CQ1896.The dynamic height is computed by dividing the NAVD 88
 CQ1896.geopotential number by the normal gravity value computed on the
 CQ1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1896.degrees latitude (g = 980.6199 gals.).
 CQ1896
 CQ1896.The modeled gravity was interpolated from observed gravity values.
 CQ1896
 CQ1896;                    North         East    Units  Estimated Accuracy
 CQ1896;SPC LA N     -   255,560.      887,370.      MT  (+/- 180 meters Scaled)
 CQ1896
 CQ1896                          SUPERSEDED SURVEY CONTROL
 CQ1896
 CQ1896  NGVD 29 (??/??/??)   64.462  (m)          211.49   (f) ADJUSTED    1 2
 CQ1896
 CQ1896.Superseded values are not recommended for survey control.
 CQ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1896.See file dsdata.txt to determine how the superseded data were derived.
 CQ1896
 CQ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS342292(NAD 83)
 CQ1896_MARKER: DD = SURVEY DISK
 CQ1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1896_STAMPING: PRIM. TRAV. STA. NO. 22F60A 1922
 CQ1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1896+STABILITY: SURFACE MOTION
 CQ1896
 CQ1896  HISTORY     - Date     Condition        Report By
 CQ1896  HISTORY     - 1922     MONUMENTED       USGS
 CQ1896  HISTORY     - 1968     GOOD             LADH
 CQ1896
 CQ1896                          STATION DESCRIPTION
 CQ1896
 CQ1896'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1896'7.4 MI N FROM BENTON.
 CQ1896'ABOUT 7.4 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILROAD FROM
 CQ1896'STATION AT BENTON.  7.4 MILES SOUTH OF RAILROAD STATION AT PLAIN
 CQ1896'DEALING.  12 POLES NORTH OF MILE POST 430, 40 FEET EAST OF EAST RAIL,
 CQ1896'8 FEET WEST OF FENCE.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ1896'FLUSH.  A STEEL WITNESS POST IS SET 0.5 FEET WEST OF THE MARK.  SEC
 CQ1896'22, T 21N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1167 ***********************************************************************
 CP1167  DESIGNATION -  PTS 23
 CP1167  PID         -  CP1167
 CP1167  STATE/COUNTY-  LA/EAST CARROLL
 CP1167  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1167
 CP1167                         *CURRENT SURVEY CONTROL
 CP1167  ___________________________________________________________________
 CP1167* NAD 83(1986)-  32 40 32.     (N)    091 10 50.     (W)     SCALED    
 CP1167* NAVD 88     -        31.12   (+/-2cm)     102.1    (feet)  VERTCON   
 CP1167  ___________________________________________________________________
 CP1167  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP1167
 CP1167  VERT ORDER  -  ? (See Below)
 CP1167
 CP1167.The horizontal coordinates were scaled from a topographic map and have
 CP1167.an estimated accuracy of +/- 6 seconds.
 CP1167
 CP1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1167.The vertical order pertains to the NGVD 29 superseded value.
 CP1167
 CP1167.The geoid height was determined by GEOID03.
 CP1167
 CP1167;                    North         East    Units  Estimated Accuracy
 CP1167;SPC LA N     -   241,980.    1,123,750.      MT  (+/- 180 meters Scaled)
 CP1167
 CP1167                          SUPERSEDED SURVEY CONTROL
 CP1167
 CP1167  NGVD 29 (??/??/92)   31.169  (m)          102.26   (f) ADJ UNCH    ?  
 CP1167
 CP1167.Superseded values are not recommended for survey control.
 CP1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1167.See file dsdata.txt to determine how the superseded data were derived.
 CP1167
 CP1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705167(NAD 83)
 CP1167_MARKER: P = PIPE CAP
 CP1167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1167
 CP1167  HISTORY     - Date     Condition        Report By
 CP1167  HISTORY     - UNK      MONUMENTED       USGS
 CP1167  HISTORY     - 1934     GOOD             DOD
 CP1167
 CP1167                          STATION DESCRIPTION
 CP1167
 CP1167'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1167'IN TRANSYLVANIA.
 CP1167'P.B.M. IS THE TOP OF AN IRON POST STAMPED PRIM. TRAV. STA. NO. 23 LA
 CP1167'102 1909, LOCATED ON THE RIGHT BANK OF THE MISSISSIPPI RIVER AT
 CP1167'TRANSYLVANIA, EAST CARROLL PARISH, LOUISIANA, 1,100 FEET SOUTH OF
 CP1167'STATION, AT T ROAD NORTH, 2 FEET WEST OF CROSSING SIGN AT ROAD
 CP1167'CROSSING, ON NORTH EDGE OF EAST-WEST ROAD, 20 FEET EAST OF MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1146 ***********************************************************************
 CP1146  DESIGNATION -  PTS 25
 CP1146  PID         -  CP1146
 CP1146  STATE/COUNTY-  LA/EAST CARROLL
 CP1146  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1146
 CP1146                         *CURRENT SURVEY CONTROL
 CP1146  ___________________________________________________________________
 CP1146* NAD 83(1986)-  32 45 34.     (N)    091 10 45.     (W)     SCALED    
 CP1146* NAVD 88     -        30.37   (+/-2cm)      99.6    (feet)  VERTCON   
 CP1146  ___________________________________________________________________
 CP1146  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1146
 CP1146  VERT ORDER  -  ? (See Below)
 CP1146
 CP1146.The horizontal coordinates were scaled from a topographic map and have
 CP1146.an estimated accuracy of +/- 6 seconds.
 CP1146
 CP1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1146.The vertical order pertains to the NGVD 29 superseded value.
 CP1146
 CP1146.The geoid height was determined by GEOID03.
 CP1146
 CP1146;                    North         East    Units  Estimated Accuracy
 CP1146;SPC LA N     -   251,280.    1,123,770.      MT  (+/- 180 meters Scaled)
 CP1146
 CP1146                          SUPERSEDED SURVEY CONTROL
 CP1146
 CP1146  NGVD 29 (??/??/92)   30.424  (m)           99.82   (f) ADJ UNCH    ?  
 CP1146
 CP1146.Superseded values are not recommended for survey control.
 CP1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1146.See file dsdata.txt to determine how the superseded data were derived.
 CP1146
 CP1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705260(NAD 83)
 CP1146_MARKER: P = PIPE CAP
 CP1146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1146
 CP1146  HISTORY     - Date     Condition        Report By
 CP1146  HISTORY     - UNK      MONUMENTED       USGS
 CP1146  HISTORY     - 1934     GOOD             DOD
 CP1146
 CP1146                          STATION DESCRIPTION
 CP1146
 CP1146'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1146'IN DESONIA.
 CP1146'IS THE TOP OF AN IRON POST STAMPED PRIM. TRAV. STA. NO. 25 100,
 CP1146'LOCATED ON THE RIGHT BANK OF THE MISSISSIPPI RIVER AT DESONIA, EAST
 CP1146'CARROLL PARISH, LOUISIANA.  2 1/2 MILES SOUTH OF LAKE PROVIDENCE, IN
 CP1146'FENCE CORNER ON NORTH EDGE OF PUBLIC ROAD, 40 FEET EAST OF STORE AND
 CP1146'100 FEET WEST OF PUBLIC ROAD CROSSING MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1139 ***********************************************************************
 CP1139  DESIGNATION -  PTS 26
 CP1139  PID         -  CP1139
 CP1139  STATE/COUNTY-  LA/EAST CARROLL
 CP1139  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1139
 CP1139                         *CURRENT SURVEY CONTROL
 CP1139  ___________________________________________________________________
 CP1139* NAD 83(1986)-  32 48 17.     (N)    091 10 15.     (W)     SCALED    
 CP1139* NAVD 88     -        31.98   (+/-2cm)     104.9    (feet)  VERTCON   
 CP1139  ___________________________________________________________________
 CP1139  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP1139
 CP1139  VERT ORDER  -  ? (See Below)
 CP1139
 CP1139.The horizontal coordinates were scaled from a topographic map and have
 CP1139.an estimated accuracy of +/- 6 seconds.
 CP1139
 CP1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1139.The vertical order pertains to the NGVD 29 superseded value.
 CP1139
 CP1139.The geoid height was determined by GEOID03.
 CP1139
 CP1139;                    North         East    Units  Estimated Accuracy
 CP1139;SPC LA N     -   256,310.    1,124,490.      MT  (+/- 180 meters Scaled)
 CP1139
 CP1139                          SUPERSEDED SURVEY CONTROL
 CP1139
 CP1139  NGVD 29 (??/??/92)   32.033  (m)          105.09   (f) ADJ UNCH    ?  
 CP1139
 CP1139.Superseded values are not recommended for survey control.
 CP1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1139.See file dsdata.txt to determine how the superseded data were derived.
 CP1139
 CP1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS712311(NAD 83)
 CP1139_MARKER: P = PIPE CAP
 CP1139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1139_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1139
 CP1139  HISTORY     - Date     Condition        Report By
 CP1139  HISTORY     - UNK      MONUMENTED       USGS
 CP1139  HISTORY     - 1934     GOOD             DOD
 CP1139
 CP1139                          STATION DESCRIPTION
 CP1139
 CP1139'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1139'IN LAKE PROVIDENCE.
 CP1139'P.B.M. IS IRON POST STAMPED PRIM. TRAV. STA - 26, 1909-LA, LOCATED ON
 CP1139'RIGHT BANK OF MISS. RIVER AT LAKE PROVIDENCE, EAST CARROLL PARISH,
 CP1139'LA., IN SOUTHEAST CORNER OF EAST CARROLL PARISH COURT HOUSE YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1209 ***********************************************************************
 CP1209  DESIGNATION -  PTS 27
 CP1209  PID         -  CP1209
 CP1209  STATE/COUNTY-  LA/EAST CARROLL
 CP1209  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP1209
 CP1209                         *CURRENT SURVEY CONTROL
 CP1209  ___________________________________________________________________
 CP1209* NAD 83(1986)-  32 50 44.     (N)    091 13 42.     (W)     SCALED    
 CP1209* NAVD 88     -        32.14   (+/-2cm)     105.4    (feet)  VERTCON   
 CP1209  ___________________________________________________________________
 CP1209  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1209
 CP1209  VERT ORDER  -  ? (See Below)
 CP1209
 CP1209.The horizontal coordinates were scaled from a topographic map and have
 CP1209.an estimated accuracy of +/- 6 seconds.
 CP1209
 CP1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1209.The vertical order pertains to the NGVD 29 superseded value.
 CP1209
 CP1209.The geoid height was determined by GEOID03.
 CP1209
 CP1209;                    North         East    Units  Estimated Accuracy
 CP1209;SPC LA N     -   260,780.    1,119,050.      MT  (+/- 180 meters Scaled)
 CP1209
 CP1209                          SUPERSEDED SURVEY CONTROL
 CP1209
 CP1209  NGVD 29 (??/??/92)   32.195  (m)          105.63   (f) ADJ UNCH    ?  
 CP1209
 CP1209.Superseded values are not recommended for survey control.
 CP1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1209.See file dsdata.txt to determine how the superseded data were derived.
 CP1209
 CP1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS658355(NAD 83)
 CP1209_MARKER: P = PIPE CAP
 CP1209_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1209_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1209
 CP1209  HISTORY     - Date     Condition        Report By
 CP1209  HISTORY     - UNK      MONUMENTED       USGS
 CP1209  HISTORY     - 1934     GOOD             DOD
 CP1209
 CP1209                          STATION DESCRIPTION
 CP1209
 CP1209'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1209'5 MI NW FROM LAKE PROVIDENCE.
 CP1209'P.B.M. IS IRON PIPE WITH BRASS CAP STAMPED PRIM. TRAV. STA. 27, 1909
 CP1209'LA. 106, LOCATED 5 MILES NORTHWEST OF LAKE PROVIDENCE, EAST CARROLL
 CP1209'PARISH, LA.  90 FEET NORTH OF NORTH END OF HIGHWAY BRIDGE OVER BAXTER
 CP1209'BAYOU.  EAST OF U.S. HWY. 65.  640 FEET EAST OF MO. PAC. R.R.
 CP1209'CROSSING.  NEAR WIRE FENCE.  P.B.M. IS IN SEC. 44, T 22 N., R 12 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1298 ***********************************************************************
 CQ1298  DESIGNATION -  PTS 27 W H 46
 CQ1298  PID         -  CQ1298
 CQ1298  STATE/COUNTY-  LA/BOSSIER
 CQ1298  USGS QUAD   -  CULLEN (1981)
 CQ1298
 CQ1298                         *CURRENT SURVEY CONTROL
 CQ1298  ___________________________________________________________________
 CQ1298* NAD 83(1986)-  32 54 26.     (N)    093 29 58.     (W)     SCALED    
 CQ1298* NAVD 88     -        70.524  (meters)     231.38   (feet)  ADJUSTED  
 CQ1298  ___________________________________________________________________
 CQ1298  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1298  DYNAMIC HT  -          70.447 (meters)     231.12  (feet)  COMP
 CQ1298  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 CQ1298
 CQ1298  VERT ORDER  -  SECOND    CLASS 0
 CQ1298
 CQ1298.The horizontal coordinates were scaled from a topographic map and have
 CQ1298.an estimated accuracy of +/- 6 seconds.
 CQ1298
 CQ1298.The orthometric height was determined by differential leveling
 CQ1298.and adjusted by the National Geodetic Survey in June 1991..
 CQ1298
 CQ1298.The geoid height was determined by GEOID03.
 CQ1298
 CQ1298.The dynamic height is computed by dividing the NAVD 88
 CQ1298.geopotential number by the normal gravity value computed on the
 CQ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1298.degrees latitude (g = 980.6199 gals.).
 CQ1298
 CQ1298.The modeled gravity was interpolated from observed gravity values.
 CQ1298
 CQ1298;                    North         East    Units  Estimated Accuracy
 CQ1298;SPC LA N     -   267,350.      906,500.      MT  (+/- 180 meters Scaled)
 CQ1298
 CQ1298                          SUPERSEDED SURVEY CONTROL
 CQ1298
 CQ1298  NGVD 29 (??/??/??)   70.589  (m)          231.59   (f) ADJUSTED    2 0
 CQ1298
 CQ1298.Superseded values are not recommended for survey control.
 CQ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1298.See file dsdata.txt to determine how the superseded data were derived.
 CQ1298
 CQ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS532411(NAD 83)
 CQ1298_MARKER: DD = SURVEY DISK
 CQ1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1298_STAMPING: PTS H 46 27 W 1922
 CQ1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1298+STABILITY: SURFACE MOTION
 CQ1298
 CQ1298  HISTORY     - Date     Condition        Report By
 CQ1298  HISTORY     - 1922     MONUMENTED       USGS
 CQ1298  HISTORY     - 1943     GOOD             CGS
 CQ1298  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1298
 CQ1298                          STATION DESCRIPTION
 CQ1298
 CQ1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1298'3.2 MI W FROM SAREPTA.
 CQ1298'IN BOSSIER PARISH, 3.2 MILES WEST ALONG STATE HIGHWAY 70 FROM SAREPTA,
 CQ1298'WEBSTER PARISH, 1.2 MILES NORTHWEST OF THE BRIDGE OVER BODCAU BAYOU,
 CQ1298'ABOUT 50 FEET SOUTHWEST OF THE OLD J. A. STROUD FARMHOUSE, ON A BANK,
 CQ1298'AND 24 FEET NORTH OF THE CENTERLINE OF THE ROAD. A UNITED STATES
 CQ1298'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PTS H 46 27 W 1922 AND SET IN
 CQ1298'THE TOP OF A CONCRETE POST.  NOTE-- IT IS AT THE INTERSECTION OF A
 CQ1298'ROAD LEADING SOUTH.
 CQ1298
 CQ1298                          STATION RECOVERY (2002)
 CQ1298
 CQ1298'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1978 ***********************************************************************
 CQ1978  DESIGNATION -  PTS 3
 CQ1978  PID         -  CQ1978
 CQ1978  STATE/COUNTY-  LA/CADDO
 CQ1978  USGS QUAD   -  GILLIAM (1971)
 CQ1978
 CQ1978                         *CURRENT SURVEY CONTROL
 CQ1978  ___________________________________________________________________
 CQ1978* NAD 83(1986)-  32 45 09.     (N)    093 50 03.     (W)     SCALED    
 CQ1978* NAVD 88     -        57.53   (+/-2cm)     188.7    (feet)  VERTCON   
 CQ1978  ___________________________________________________________________
 CQ1978  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ1978
 CQ1978  VERT ORDER  -  ? (See Below)
 CQ1978
 CQ1978.The horizontal coordinates were scaled from a topographic map and have
 CQ1978.an estimated accuracy of +/- 6 seconds.
 CQ1978
 CQ1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1978.The vertical order pertains to the NGVD 29 superseded value.
 CQ1978
 CQ1978.The geoid height was determined by GEOID03.
 CQ1978
 CQ1978;                    North         East    Units  Estimated Accuracy
 CQ1978;SPC LA N     -   250,530.      874,970.      MT  (+/- 180 meters Scaled)
 CQ1978
 CQ1978                          SUPERSEDED SURVEY CONTROL
 CQ1978
 CQ1978  NGVD 29 (??/??/??)   57.591  (m)          188.95   (f) ADJUSTED    ?  
 CQ1978
 CQ1978.Superseded values are not recommended for survey control.
 CQ1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1978.See file dsdata.txt to determine how the superseded data were derived.
 CQ1978
 CQ1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218241(NAD 83)
 CQ1978_MARKER: P = PIPE CAP
 CQ1978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1978
 CQ1978  HISTORY     - Date     Condition        Report By
 CQ1978  HISTORY     - UNK      MONUMENTED       USGS
 CQ1978  HISTORY     - 1915     GOOD             CGS
 CQ1978  HISTORY     - 19991018 MARK NOT FOUND   USPSQD
 CQ1978
 CQ1978                          STATION DESCRIPTION
 CQ1978
 CQ1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 CQ1978'IN BELCHER.
 CQ1978'AT BELCHER, CADDO PARISH, AT THE JUNCTION OF STATE HIGHWAY 993 AND
 CQ1978'U.S. HIGHWAY 71, BETWEEN U.S. HIGHWAY 71 AND THE TEXAS AND PACIFIC
 CQ1978'RAILWAY TRACK, 25 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 71, AND
 CQ1978'25 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 993.  A UNITED
 CQ1978'STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A
 CQ1978'3-1/2-INCH IRON PIPE.
 CQ1978
 CQ1978                          STATION RECOVERY (1999)
 CQ1978
 CQ1978'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0058 ***********************************************************************
 BX0058  DESIGNATION -  PTS 3 USGS
 BX0058  PID         -  BX0058
 BX0058  STATE/COUNTY-  LA/GRANT
 BX0058  USGS QUAD   -  GEORGETOWN (1984)
 BX0058
 BX0058                         *CURRENT SURVEY CONTROL
 BX0058  ___________________________________________________________________
 BX0058* NAD 83(1986)-  31 45 57.     (N)    092 23 01.     (W)     SCALED    
 BX0058* NAVD 88     -        29.11   (+/-2cm)      95.5    (feet)  VERTCON   
 BX0058  ___________________________________________________________________
 BX0058  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0058
 BX0058  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0058
 BX0058.The horizontal coordinates were scaled from a topographic map and have
 BX0058.an estimated accuracy of +/- 6 seconds.
 BX0058
 BX0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0058.The vertical order pertains to the NGVD 29 superseded value.
 BX0058
 BX0058.The geoid height was determined by GEOID03.
 BX0058
 BX0058;                    North         East    Units  Estimated Accuracy
 BX0058;SPC LA N     -   140,360.    1,011,030.      MT  (+/- 180 meters Scaled)
 BX0058
 BX0058                          SUPERSEDED SURVEY CONTROL
 BX0058
 BX0058  NGVD 29 (??/??/??)   29.122  (m)           95.54   (f) ADJUSTED    1 2
 BX0058
 BX0058.Superseded values are not recommended for survey control.
 BX0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0058.See file dsdata.txt to determine how the superseded data were derived.
 BX0058
 BX0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR583146(NAD 83)
 BX0058_MARKER: P = PIPE CAP
 BX0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0058_STAMPING: PRIM LA TRAV STA NO 3 1906
 BX0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0058
 BX0058  HISTORY     - Date     Condition        Report By
 BX0058  HISTORY     - 1906     MONUMENTED       USGS
 BX0058  HISTORY     - 1965     GOOD             CGS
 BX0058  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0058
 BX0058                          STATION DESCRIPTION
 BX0058
 BX0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0058'IN GEORGETOWN.
 BX0058'AT GEORGETOWN, IN SECTION 17, T 9 N, R 1 E, AT THE U.S. HIGHWAY 165
 BX0058'OVERPASS OVER THE MISSOURI PACIFIC RAILROAD AND THE LOUISIANA MIDLAND
 BX0058'RAILROAD , 40 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 BX0058'MISSOURI PACIFIC RAILROAD, 24 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 BX0058'TRACK OF THE LOUISIANA MIDLAND RAILROAD, 53.4 FEET WEST OF AND ACROSS
 BX0058'THE MISSOURI PACIFIC RAILROAD FROM BENCH MARK S 230 1965, A BRASS CAP
 BX0058'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 16 INCHES, AND ABOUT 2
 BX0058'FEET ABOVE THE LEVEL OF THE TRACK.
 BX0058
 BX0058                          STATION RECOVERY (1981)
 BX0058
 BX0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1451 ***********************************************************************
 BX1451  DESIGNATION -  PTS 3=189 USGS
 BX1451  PID         -  BX1451
 BX1451  STATE/COUNTY-  LA/WINN
 BX1451  USGS QUAD   -  ATLANTA (1984)
 BX1451
 BX1451                         *CURRENT SURVEY CONTROL
 BX1451  ___________________________________________________________________
 BX1451* NAD 83(1986)-  31 48 17.     (N)    092 44 44.     (W)     SCALED    
 BX1451* NAVD 88     -        57.53   (+/-2cm)     188.7    (feet)  VERTCON   
 BX1451  ___________________________________________________________________
 BX1451  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX1451
 BX1451  VERT ORDER  -  ? (See Below)
 BX1451
 BX1451.The horizontal coordinates were scaled from a topographic map and have
 BX1451.an estimated accuracy of +/- 6 seconds.
 BX1451
 BX1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1451.The vertical order pertains to the NGVD 29 superseded value.
 BX1451
 BX1451.The geoid height was determined by GEOID03.
 BX1451
 BX1451;                    North         East    Units  Estimated Accuracy
 BX1451;SPC LA N     -   144,690.      976,750.      MT  (+/- 180 meters Scaled)
 BX1451
 BX1451                          SUPERSEDED SURVEY CONTROL
 BX1451
 BX1451  NGVD 29 (??/??/??)   57.545  (m)          188.80   (f) ADJUSTED    ?  
 BX1451
 BX1451.Superseded values are not recommended for survey control.
 BX1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1451.See file dsdata.txt to determine how the superseded data were derived.
 BX1451
 BX1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR240188(NAD 83)
 BX1451_MARKER: P = PIPE CAP
 BX1451_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1451_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1451_STAMPING: PRIM TRAV STA NO 3 1906 189
 BX1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1451
 BX1451  HISTORY     - Date     Condition        Report By
 BX1451  HISTORY     - 1906     MONUMENTED       USGS
 BX1451  HISTORY     - 1949     MARK NOT FOUND   CGS
 BX1451
 BX1451                          STATION DESCRIPTION
 BX1451
 BX1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1451'IN ATLANTA.
 BX1451'AT ATLANTA, WINN PARISH, AT THE ABANDONED LOUISIANA RAILWAY AND
 BX1451'NAVIGATION CO. STATION, AT THE NORTHWEST CORNER OF THE FORMER TICKET
 BX1451'OFFICE, AND 12 FEET EAST OF THE TRACK.  A USGS STANDARD CAP STAMPED
 BX1451'PRIM TRAV STA NO 3 1906 189 AND RIVETED ON THE TOP OF A 3 1/2 INCH
 BX1451'IRON PIPE.  NOTE-- IT WAS REPORTED BY AN OLD RESIDENT OF ATLANTA THAT
 BX1451'THE CAP WAS RUSTED OFF AND THAT A ROAD GRADER HAD DESTROYED THE PIPE
 BX1451'ABOUT 3 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1454 ***********************************************************************
 BX1454  DESIGNATION -  PTS 4 USGS
 BX1454  PID         -  BX1454
 BX1454  STATE/COUNTY-  LA/WINN
 BX1454  USGS QUAD   -  ATLANTA (1984)
 BX1454
 BX1454                         *CURRENT SURVEY CONTROL
 BX1454  ___________________________________________________________________
 BX1454* NAD 83(1986)-  31 51 52.     (N)    092 42 19.     (W)     SCALED    
 BX1454* NAVD 88     -        55.69   (+/-2cm)     182.7    (feet)  VERTCON   
 BX1454  ___________________________________________________________________
 BX1454  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1454
 BX1454  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1454
 BX1454.The horizontal coordinates were scaled from a topographic map and have
 BX1454.an estimated accuracy of +/- 6 seconds.
 BX1454
 BX1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1454.The vertical order pertains to the NGVD 29 superseded value.
 BX1454
 BX1454.The geoid height was determined by GEOID03.
 BX1454
 BX1454;                    North         East    Units  Estimated Accuracy
 BX1454;SPC LA N     -   151,300.      980,580.      MT  (+/- 180 meters Scaled)
 BX1454
 BX1454                          SUPERSEDED SURVEY CONTROL
 BX1454
 BX1454  NGVD 29 (??/??/??)   55.708  (m)          182.77   (f) ADJUSTED    1 2
 BX1454
 BX1454.Superseded values are not recommended for survey control.
 BX1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1454.See file dsdata.txt to determine how the superseded data were derived.
 BX1454
 BX1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR278254(NAD 83)
 BX1454_MARKER: P = PIPE CAP
 BX1454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1454_STAMPING: PRIM TRAV STA NO 4 1906 183
 BX1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1454
 BX1454  HISTORY     - Date     Condition        Report By
 BX1454  HISTORY     - 1906     MONUMENTED       USGS
 BX1454  HISTORY     - 1949     GOOD             CGS
 BX1454
 BX1454                          STATION DESCRIPTION
 BX1454
 BX1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1454'4.6 MI NE FROM ATLANTA.
 BX1454'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1454'ATLANTA, THENCE 0.4 MILE NORTHWEST ALONG A GRAVELED ROAD, 73 FEET
 BX1454'NORTHEAST OF THE CENTER LINE OF THE ROAD, 179.0 FEET NORTHEAST OF AND
 BX1454'ACROSS THE ROAD FROM THE NORTH CORNER OF A FARMHOUSE BELONGING TO R.H.
 BX1454'PORTER, 12.0 FEET NORTHWEST OF THE CENTER OF A WOODEN GATE, 5.0 FEET
 BX1454'SOUTHWEST OF A FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, A BRONZE
 BX1454'CAP RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1311 ***********************************************************************
 CQ1311  DESIGNATION -  PTS 49 Y
 CQ1311  PID         -  CQ1311
 CQ1311  STATE/COUNTY-  LA/CLAIBORNE
 CQ1311  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ1311
 CQ1311                         *CURRENT SURVEY CONTROL
 CQ1311  ___________________________________________________________________
 CQ1311* NAD 83(1986)-  32 59 12.     (N)    093 08 51.     (W)     SCALED    
 CQ1311* NAVD 88     -       103.266  (meters)     338.80   (feet)  ADJUSTED  
 CQ1311  ___________________________________________________________________
 CQ1311  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1311  DYNAMIC HT  -         103.154 (meters)     338.43  (feet)  COMP
 CQ1311  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 CQ1311
 CQ1311  VERT ORDER  -  SECOND    CLASS 0
 CQ1311
 CQ1311.The horizontal coordinates were scaled from a topographic map and have
 CQ1311.an estimated accuracy of +/- 6 seconds.
 CQ1311
 CQ1311.The orthometric height was determined by differential leveling
 CQ1311.and adjusted by the National Geodetic Survey in June 1991..
 CQ1311
 CQ1311.The geoid height was determined by GEOID03.
 CQ1311
 CQ1311.The dynamic height is computed by dividing the NAVD 88
 CQ1311.geopotential number by the normal gravity value computed on the
 CQ1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1311.degrees latitude (g = 980.6199 gals.).
 CQ1311
 CQ1311.The modeled gravity was interpolated from observed gravity values.
 CQ1311
 CQ1311;                    North         East    Units  Estimated Accuracy
 CQ1311;SPC LA N     -   275,910.      939,480.      MT  (+/- 180 meters Scaled)
 CQ1311
 CQ1311                          SUPERSEDED SURVEY CONTROL
 CQ1311
 CQ1311  NGVD 29 (??/??/??)  103.325  (m)          338.99   (f) ADJUSTED    2 0
 CQ1311
 CQ1311.Superseded values are not recommended for survey control.
 CQ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1311.See file dsdata.txt to determine how the superseded data were derived.
 CQ1311
 CQ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS862498(NAD 83)
 CQ1311_MARKER: DD = SURVEY DISK
 CQ1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1311_STAMPING: PRIM TRAV STA NO 49 Y 1922 LOUISIANA 25
 CQ1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1311+STABILITY: SURFACE MOTION
 CQ1311
 CQ1311  HISTORY     - Date     Condition        Report By
 CQ1311  HISTORY     - 1922     MONUMENTED       USGS
 CQ1311  HISTORY     - 1960     MARK NOT FOUND   CGS
 CQ1311  HISTORY     - 19940206 MARK NOT FOUND   USPSQD
 CQ1311
 CQ1311                          STATION DESCRIPTION
 CQ1311
 CQ1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CQ1311'1.7 MI N FROM HAYNESVILLE.
 CQ1311'1.7 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1311'HAYNESVILLE, CLAIBORNE PARISH, 0.3 MILE SOUTHEAST OF MILEPOST 27,
 CQ1311'MIDWAY BETWEEN POLES 75 AND 76 ALONG THE NORTHEAST SIDE OF THE TRACK,
 CQ1311'AND 50 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A U. S.
 CQ1311'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA NO 49 Y 1922
 CQ1311'LOUISIANA 25 A AND SET IN THE TOP OF A CONCRETE POST.
 CQ1311
 CQ1311                          STATION RECOVERY (1994)
 CQ1311
 CQ1311'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1372 ***********************************************************************
 CQ1372  DESIGNATION -  PTS 5 F 15 A
 CQ1372  PID         -  CQ1372
 CQ1372  STATE/COUNTY-  LA/WEBSTER
 CQ1372  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1372
 CQ1372                         *CURRENT SURVEY CONTROL
 CQ1372  ___________________________________________________________________
 CQ1372* NAD 83(1986)-  32 45 31.     (N)    093 23 28.     (W)     SCALED    
 CQ1372* NAVD 88     -        71.866  (meters)     235.78   (feet)  ADJUSTED  
 CQ1372  ___________________________________________________________________
 CQ1372  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ1372  DYNAMIC HT  -          71.786 (meters)     235.52  (feet)  COMP
 CQ1372  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CQ1372
 CQ1372  VERT ORDER  -  SECOND    CLASS 0
 CQ1372
 CQ1372.The horizontal coordinates were scaled from a topographic map and have
 CQ1372.an estimated accuracy of +/- 6 seconds.
 CQ1372
 CQ1372.The orthometric height was determined by differential leveling
 CQ1372.and adjusted by the National Geodetic Survey in June 1991..
 CQ1372
 CQ1372.The geoid height was determined by GEOID03.
 CQ1372
 CQ1372.The dynamic height is computed by dividing the NAVD 88
 CQ1372.geopotential number by the normal gravity value computed on the
 CQ1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1372.degrees latitude (g = 980.6199 gals.).
 CQ1372
 CQ1372.The modeled gravity was interpolated from observed gravity values.
 CQ1372
 CQ1372;                    North         East    Units  Estimated Accuracy
 CQ1372;SPC LA N     -   250,780.      916,500.      MT  (+/- 180 meters Scaled)
 CQ1372
 CQ1372                          SUPERSEDED SURVEY CONTROL
 CQ1372
 CQ1372  NGVD 29 (??/??/??)   71.928  (m)          235.98   (f) ADJUSTED    2 0
 CQ1372
 CQ1372.Superseded values are not recommended for survey control.
 CQ1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1372.See file dsdata.txt to determine how the superseded data were derived.
 CQ1372
 CQ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS633245(NAD 83)
 CQ1372_MARKER: DD = SURVEY DISK
 CQ1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1372_STAMPING: PTS NO. 5 F LOUISIANA 1922 15 A
 CQ1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1372+STABILITY: SURFACE MOTION
 CQ1372
 CQ1372  HISTORY     - Date     Condition        Report By
 CQ1372  HISTORY     - 1922     MONUMENTED       USGS
 CQ1372  HISTORY     - 1934     GOOD             CGS
 CQ1372
 CQ1372                          STATION DESCRIPTION
 CQ1372
 CQ1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1372'2.5 MI N FROM HORTMAN.
 CQ1372'ABOUT 2.5 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1372'THE STATION AT HORTMAN, WEBSTER PARISH, 35 FEET NORTHWEST AND 25 FEET
 CQ1372'NORTHEAST OF THE STATION SIGN AT COUCHWOOD, ABOUT 70 FEET NORTHWEST OF
 CQ1372'THE WEST CORNER OF THE COMMISSARY, NORTHWEST OF A ROAD LEADING EAST,
 CQ1372'AND ON THE EAST RIGHT-OF-WAY FENCE LINE.  A UNITED STATES GEOLOGICAL
 CQ1372'SURVEY STANDARD DISK, STAMPED P T S NO 5 F LOUISIANA 1922 15 A AND SET
 CQ1372'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1314 ***********************************************************************
 CQ1314  DESIGNATION -  PTS 50 Y
 CQ1314  PID         -  CQ1314
 CQ1314  STATE/COUNTY-  LA/CLAIBORNE
 CQ1314  USGS QUAD   -  HAYNESVILLE WEST (1986)
 CQ1314
 CQ1314                         *CURRENT SURVEY CONTROL
 CQ1314  ___________________________________________________________________
 CQ1314* NAD 83(1986)-  32 57 42.     (N)    093 08 27.     (W)     SCALED    
 CQ1314* NAVD 88     -       109.670  (meters)     359.81   (feet)  ADJUSTED  
 CQ1314  ___________________________________________________________________
 CQ1314  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1314  DYNAMIC HT  -         109.550 (meters)     359.42  (feet)  COMP
 CQ1314  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 CQ1314
 CQ1314  VERT ORDER  -  SECOND    CLASS 0
 CQ1314
 CQ1314.The horizontal coordinates were scaled from a topographic map and have
 CQ1314.an estimated accuracy of +/- 6 seconds.
 CQ1314
 CQ1314.The orthometric height was determined by differential leveling
 CQ1314.and adjusted by the National Geodetic Survey in June 1991..
 CQ1314
 CQ1314.The geoid height was determined by GEOID03.
 CQ1314
 CQ1314.The dynamic height is computed by dividing the NAVD 88
 CQ1314.geopotential number by the normal gravity value computed on the
 CQ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1314.degrees latitude (g = 980.6199 gals.).
 CQ1314
 CQ1314.The modeled gravity was interpolated from observed gravity values.
 CQ1314
 CQ1314;                    North         East    Units  Estimated Accuracy
 CQ1314;SPC LA N     -   273,130.      940,080.      MT  (+/- 180 meters Scaled)
 CQ1314
 CQ1314                          SUPERSEDED SURVEY CONTROL
 CQ1314
 CQ1314  NGVD 29 (??/??/??)  109.729  (m)          360.00   (f) ADJUSTED    2 0
 CQ1314
 CQ1314.Superseded values are not recommended for survey control.
 CQ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1314.See file dsdata.txt to determine how the superseded data were derived.
 CQ1314
 CQ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS868470(NAD 83)
 CQ1314_MARKER: DD = SURVEY DISK
 CQ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1314_STAMPING: PRIM. TRAV. STA. NO. 50Y 1922 360 26A
 CQ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1314+STABILITY: SURFACE MOTION
 CQ1314
 CQ1314  HISTORY     - Date     Condition        Report By
 CQ1314  HISTORY     - 1922     MONUMENTED       USGS
 CQ1314  HISTORY     - 1969     GOOD             LADH
 CQ1314  HISTORY     - 1976     GOOD             LADTD
 CQ1314  HISTORY     - 19940206 MARK NOT FOUND   USPSQD
 CQ1314
 CQ1314                          STATION DESCRIPTION
 CQ1314
 CQ1314'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1314'IN HAYNESVILLE.
 CQ1314'AT HAYNESVILLE, CLAIBORNE PARISH 145 FEET WEST OF THE WEST CORNER OF
 CQ1314'THE LOUISIANA AND NORTHWEST RAILROAD STATION, 170 FEET SOUTHWEST OF
 CQ1314'THE SOUTHWEST RAIL OF THE MAIN TRACT, 179 FEET WEST SOUTHWEST OF THE
 CQ1314'CENTER OF THE CROSSING OF MAIN STREET, 42 FEET NORTHWEST OF THE CENTER
 CQ1314'LINE OF MAIN STREET, 208.5 FEET NORTHEAST OF EAST CORNER OF THE
 CQ1314'ARKANSAS LOUISIANA GAS COMPANY BUILDING, 28 FEET SOUTHWEST OF THE
 CQ1314'CENTER LINE OF WEST FRONT STREET, 10 FEET SOUTHWEST OF A FIRE HYDRANT,
 CQ1314'2 FEET NORTH AND 2 FEET WEST OF THE SOUTHEAST CORNER OF A SIX FOOT
 CQ1314'HIGH CHAIN LINK FENCE, A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF
 CQ1314'A CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED PRIM. TRAV. STA.
 CQ1314'NO. 50Y 1922 360 26A.  SEC 25, T 23N, R 8W.
 CQ1314
 CQ1314                          STATION RECOVERY (1976)
 CQ1314
 CQ1314'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CQ1314'AT HAYNESVILLE, CLAIBORNE PARISH 145 FEET WEST OF THE WEST CORNER OF
 CQ1314'THE LOUISIANA AND NORTHWEST RAILROAD STATION, 170 FEET SOUTHWEST OF
 CQ1314'THE SOUTHWEST RAIL OF THE MAIN TRACT, 179 FEET WEST SOUTHWEST OF THE
 CQ1314'CENTER OF THE CROSSING OF MAIN STREET, 42 FEET NORTHWEST OF THE CENTER
 CQ1314'LINE OF MAIN STREET, 208.5 FEET NORTHEAST OF EAST CORNER OF THE
 CQ1314'ARKANSAS LOUISIANA GAS COMPANY BUILDING, 28 FEET SOUTHWEST OF THE
 CQ1314'CENTER LINE OF WEST FRONT STREET, 10 FEET SOUTHWEST OF A FIRE HYDRANT,
 CQ1314'2 FEET NORTH AND 2 FEET WEST OF THE SOUTHEAST CORNER OF A SIX FOOT
 CQ1314'HIGH CHAIN LINK FENCE, A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF
 CQ1314'A CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED PRIM. SEC 25, T
 CQ1314'23N, R 8W.
 CQ1314
 CQ1314                          STATION RECOVERY (1994)
 CQ1314
 CQ1314'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1318 ***********************************************************************
 CQ1318  DESIGNATION -  PTS 53 Y
 CQ1318  PID         -  CQ1318
 CQ1318  STATE/COUNTY-  LA/CLAIBORNE
 CQ1318  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ1318
 CQ1318                         *CURRENT SURVEY CONTROL
 CQ1318  ___________________________________________________________________
 CQ1318* NAD 83(1986)-  32 52 32.     (N)    093 06 27.     (W)     SCALED    
 CQ1318* NAVD 88     -        80.228  (meters)     263.21   (feet)  ADJUSTED  
 CQ1318  ___________________________________________________________________
 CQ1318  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1318  DYNAMIC HT  -          80.139 (meters)     262.92  (feet)  COMP
 CQ1318  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 CQ1318
 CQ1318  VERT ORDER  -  SECOND    CLASS 0
 CQ1318
 CQ1318.The horizontal coordinates were scaled from a topographic map and have
 CQ1318.an estimated accuracy of +/- 6 seconds.
 CQ1318
 CQ1318.The orthometric height was determined by differential leveling
 CQ1318.and adjusted by the National Geodetic Survey in June 1991..
 CQ1318
 CQ1318.The geoid height was determined by GEOID03.
 CQ1318
 CQ1318.The dynamic height is computed by dividing the NAVD 88
 CQ1318.geopotential number by the normal gravity value computed on the
 CQ1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1318.degrees latitude (g = 980.6199 gals.).
 CQ1318
 CQ1318.The modeled gravity was interpolated from observed gravity values.
 CQ1318
 CQ1318;                    North         East    Units  Estimated Accuracy
 CQ1318;SPC LA N     -   263,560.      943,150.      MT  (+/- 180 meters Scaled)
 CQ1318
 CQ1318                          SUPERSEDED SURVEY CONTROL
 CQ1318
 CQ1318  NGVD 29 (??/??/??)   80.287  (m)          263.41   (f) ADJUSTED    2 0
 CQ1318
 CQ1318.Superseded values are not recommended for survey control.
 CQ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1318.See file dsdata.txt to determine how the superseded data were derived.
 CQ1318
 CQ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS899374(NAD 83)
 CQ1318_MARKER: DD = SURVEY DISK
 CQ1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1318_STAMPING: PRIM TRAV STA NO 53 Y 1922 LOUISIANA 29
 CQ1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1318+STABILITY: SURFACE MOTION
 CQ1318
 CQ1318  HISTORY     - Date     Condition        Report By
 CQ1318  HISTORY     - 1922     MONUMENTED       USGS
 CQ1318  HISTORY     - 1934     GOOD             CGS
 CQ1318  HISTORY     - 1946     GOOD             USGS
 CQ1318  HISTORY     - 19940206 MARK NOT FOUND   USPSQD
 CQ1318
 CQ1318                          STATION DESCRIPTION
 CQ1318
 CQ1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1318'6.3 MI SE FROM HAYNESVILLE.
 CQ1318'6.3 MILES SOUTHEAST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1318'HAYNESVILLE, CLAIBORNE PARISH, 125 FEET SOUTH OF THE STATION AT CAMP,
 CQ1318'AT A ROAD CROSSING, 65 FEET SOUTHWEST OF THE ROAD, AND 50 FEET WEST OF
 CQ1318'THE CENTERLINE OF THE MAIN TRACK.  A U. S. GEOLOGICAL SURVEY STANDARD
 CQ1318'DISK, STAMPED PRIM TRAV STA NO 53 Y 1922 LOUISIANA 29 A AND SET IN THE
 CQ1318'TOP OF A CONCRETE POST.
 CQ1318
 CQ1318                          STATION RECOVERY (1946)
 CQ1318
 CQ1318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 CQ1318'RECOVERED IN GOOD CONDITION.
 CQ1318
 CQ1318                          STATION RECOVERY (1994)
 CQ1318
 CQ1318'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1320 ***********************************************************************
 CQ1320  DESIGNATION -  PTS 54 Y 30 A
 CQ1320  PID         -  CQ1320
 CQ1320  STATE/COUNTY-  LA/CLAIBORNE
 CQ1320  USGS QUAD   -  HOMER (1986)
 CQ1320
 CQ1320                         *CURRENT SURVEY CONTROL
 CQ1320  ___________________________________________________________________
 CQ1320* NAD 83(1986)-  32 49 47.     (N)    093 05 02.     (W)     SCALED    
 CQ1320* NAVD 88     -        67.978  (meters)     223.02   (feet)  ADJUSTED  
 CQ1320  ___________________________________________________________________
 CQ1320  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1320  DYNAMIC HT  -          67.902 (meters)     222.78  (feet)  COMP
 CQ1320  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 CQ1320
 CQ1320  VERT ORDER  -  SECOND    CLASS 0
 CQ1320
 CQ1320.The horizontal coordinates were scaled from a topographic map and have
 CQ1320.an estimated accuracy of +/- 6 seconds.
 CQ1320
 CQ1320.The orthometric height was determined by differential leveling
 CQ1320.and adjusted by the National Geodetic Survey in June 1991..
 CQ1320
 CQ1320.The geoid height was determined by GEOID03.
 CQ1320
 CQ1320.The dynamic height is computed by dividing the NAVD 88
 CQ1320.geopotential number by the normal gravity value computed on the
 CQ1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1320.degrees latitude (g = 980.6199 gals.).
 CQ1320
 CQ1320.The modeled gravity was interpolated from observed gravity values.
 CQ1320
 CQ1320;                    North         East    Units  Estimated Accuracy
 CQ1320;SPC LA N     -   258,470.      945,330.      MT  (+/- 180 meters Scaled)
 CQ1320
 CQ1320                          SUPERSEDED SURVEY CONTROL
 CQ1320
 CQ1320  NGVD 29 (??/??/??)   68.037  (m)          223.22   (f) ADJUSTED    2 0
 CQ1320
 CQ1320.Superseded values are not recommended for survey control.
 CQ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1320.See file dsdata.txt to determine how the superseded data were derived.
 CQ1320
 CQ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS921324(NAD 83)
 CQ1320_MARKER: DD = SURVEY DISK
 CQ1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1320_STAMPING: PRIM TRAV STA NO 54 Y 1922 LOUISIANA 30
 CQ1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1320+STABILITY: SURFACE MOTION
 CQ1320
 CQ1320  HISTORY     - Date     Condition        Report By
 CQ1320  HISTORY     - 1922     MONUMENTED       USGS
 CQ1320  HISTORY     - 1946     GOOD             CGS
 CQ1320  HISTORY     - 19940206 MARK NOT FOUND   USPSQD
 CQ1320
 CQ1320                          STATION DESCRIPTION
 CQ1320
 CQ1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CQ1320'3.5 MI NW FROM HOMER.
 CQ1320'3.5 MILES NORTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1320'HOMER, CLAIBORNE PARISH, 250 YARDS WEST OF MILEPOST 39, NEAR BRIDGE
 CQ1320'38-9 AT A ROAD CROSSING, 60 FEET NORTHEAST OF THE ROAD, 55 FEET NORTH
 CQ1320'OF THE CENTERLINE OF THE TRACK, AND 8 FEET SOUTHWEST OF A FENCE.  A U.
 CQ1320'S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA NO 5 Y 1922
 CQ1320'LOUISIANA 30 A AND SET IN THE TOP OF A CONCRETE POST.
 CQ1320
 CQ1320                          STATION RECOVERY (1994)
 CQ1320
 CQ1320'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1325 ***********************************************************************
 CQ1325  DESIGNATION -  PTS 56 Y
 CQ1325  PID         -  CQ1325
 CQ1325  STATE/COUNTY-  LA/CLAIBORNE
 CQ1325  USGS QUAD   -  HOMER (1986)
 CQ1325
 CQ1325                         *CURRENT SURVEY CONTROL
 CQ1325  ___________________________________________________________________
 CQ1325* NAD 83(1986)-  32 47 08.     (N)    093 03 24.     (W)     SCALED    
 CQ1325* NAVD 88     -        78.050  (meters)     256.07   (feet)  ADJUSTED  
 CQ1325  ___________________________________________________________________
 CQ1325  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ1325  DYNAMIC HT  -          77.964 (meters)     255.79  (feet)  COMP
 CQ1325  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 CQ1325
 CQ1325  VERT ORDER  -  SECOND    CLASS 0
 CQ1325
 CQ1325.The horizontal coordinates were scaled from a topographic map and have
 CQ1325.an estimated accuracy of +/- 6 seconds.
 CQ1325
 CQ1325.The orthometric height was determined by differential leveling
 CQ1325.and adjusted by the National Geodetic Survey in June 1991..
 CQ1325
 CQ1325.The geoid height was determined by GEOID03.
 CQ1325
 CQ1325.The dynamic height is computed by dividing the NAVD 88
 CQ1325.geopotential number by the normal gravity value computed on the
 CQ1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1325.degrees latitude (g = 980.6199 gals.).
 CQ1325
 CQ1325.The modeled gravity was interpolated from observed gravity values.
 CQ1325
 CQ1325;                    North         East    Units  Estimated Accuracy
 CQ1325;SPC LA N     -   253,560.      947,850.      MT  (+/- 180 meters Scaled)
 CQ1325
 CQ1325                          SUPERSEDED SURVEY CONTROL
 CQ1325
 CQ1325  NGVD 29 (??/??/??)   78.115  (m)          256.28   (f) ADJUSTED    2 0
 CQ1325
 CQ1325.Superseded values are not recommended for survey control.
 CQ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1325.See file dsdata.txt to determine how the superseded data were derived.
 CQ1325
 CQ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS946275(NAD 83)
 CQ1325_MARKER: DD = SURVEY DISK
 CQ1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1325_STAMPING: PRIM TRAV STA NO 56 Y 1922 LOUISIANA 32
 CQ1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1325+STABILITY: SURFACE MOTION
 CQ1325
 CQ1325  HISTORY     - Date     Condition        Report By
 CQ1325  HISTORY     - 1922     MONUMENTED       USGS
 CQ1325  HISTORY     - 1934     GOOD             CGS
 CQ1325  HISTORY     - 19931121 MARK NOT FOUND   USPSQD
 CQ1325  HISTORY     - 19950607 MARK NOT FOUND   LADTD
 CQ1325
 CQ1325                          STATION DESCRIPTION
 CQ1325
 CQ1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1325'IN HOMER.
 CQ1325'AT HOMER, CLAIBORNE PARISH, 600 FEET SOUTHWEST OF THE LOUISIANA AND
 CQ1325'NORTH WEST RAILROAD STATION, AT THE SOUTHWEST CORNER OF A STREET
 CQ1325'CORNER, AT A COTTON GIN, 27 FEET WEST OF THE CENTERLINE OF THE MAIN
 CQ1325'TRACK, 45 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 11 AND 12, AT
 CQ1325'THE POINT OF A CREST, AND 15 FEET NORTH OF THE NORTH END OF A COTTON
 CQ1325'SEED STORAGE SHED.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 CQ1325'PRIM TRAV STA NO 56 Y 1922 LOUISIANA 32 A AND SET IN THE TOP OF A
 CQ1325'CONCRETE POST.
 CQ1325
 CQ1325                          STATION RECOVERY (1993)
 CQ1325
 CQ1325'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1325'MARK NOT FOUND.
 CQ1325
 CQ1325                          STATION RECOVERY (1995)
 CQ1325
 CQ1325'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1325'THIS MARK WAS SEARCHED FOR AND NOT FOUND AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1326 ***********************************************************************
 CQ1326  DESIGNATION -  PTS 57 Y
 CQ1326  PID         -  CQ1326
 CQ1326  STATE/COUNTY-  LA/CLAIBORNE
 CQ1326  USGS QUAD   -  HOMER (1986)
 CQ1326
 CQ1326                         *CURRENT SURVEY CONTROL
 CQ1326  ___________________________________________________________________
 CQ1326* NAD 83(1986)-  32 45 56.     (N)    093 03 53.     (W)     SCALED    
 CQ1326* NAVD 88     -        95.535  (meters)     313.43   (feet)  ADJUSTED  
 CQ1326  ___________________________________________________________________
 CQ1326  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1326  DYNAMIC HT  -          95.429 (meters)     313.09  (feet)  COMP
 CQ1326  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 CQ1326
 CQ1326  VERT ORDER  -  SECOND    CLASS 0
 CQ1326
 CQ1326.The horizontal coordinates were scaled from a topographic map and have
 CQ1326.an estimated accuracy of +/- 6 seconds.
 CQ1326
 CQ1326.The orthometric height was determined by differential leveling
 CQ1326.and adjusted by the National Geodetic Survey in June 1991..
 CQ1326
 CQ1326.The geoid height was determined by GEOID03.
 CQ1326
 CQ1326.The dynamic height is computed by dividing the NAVD 88
 CQ1326.geopotential number by the normal gravity value computed on the
 CQ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1326.degrees latitude (g = 980.6199 gals.).
 CQ1326
 CQ1326.The modeled gravity was interpolated from observed gravity values.
 CQ1326
 CQ1326;                    North         East    Units  Estimated Accuracy
 CQ1326;SPC LA N     -   251,340.      947,090.      MT  (+/- 180 meters Scaled)
 CQ1326
 CQ1326                          SUPERSEDED SURVEY CONTROL
 CQ1326
 CQ1326  NGVD 29 (??/??/??)   95.597  (m)          313.64   (f) ADJUSTED    2 0
 CQ1326
 CQ1326.Superseded values are not recommended for survey control.
 CQ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1326.See file dsdata.txt to determine how the superseded data were derived.
 CQ1326
 CQ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS939252(NAD 83)
 CQ1326_MARKER: DD = SURVEY DISK
 CQ1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1326_STAMPING: PRIM TRAV STA NO 57 Y 1922 LOUISIANA 33
 CQ1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1326+STABILITY: SURFACE MOTION
 CQ1326
 CQ1326  HISTORY     - Date     Condition        Report By
 CQ1326  HISTORY     - 1922     MONUMENTED       USGS
 CQ1326  HISTORY     - 1934     GOOD             CGS
 CQ1326  HISTORY     - 19931121 MARK NOT FOUND   USPSQD
 CQ1326
 CQ1326                          STATION DESCRIPTION
 CQ1326
 CQ1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1326'1.8 MI SW FROM HOMER.
 CQ1326'1.8 MILES SOUTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1326'HOMER, CLAIBORNE PARISH, 0.2 MILE SOUTHWEST OF MILEPOST 44, AT THE
 CQ1326'CROSSING OF THE OLD HOMER-MINDEN ROAD, 45 FEET SOUTHWEST OF THE ROAD,
 CQ1326'AND 35 FEET SOUTHEAST OF THE TRACK.  A U. S. GEOLOGICAL SURVEY
 CQ1326'STANDARD DISK, STAMPED PRIM TRAV STA NO 57 Y 1922 LOUISIANA 33 A AND
 CQ1326'SET IN THE TOP OF A CONCRETE POST.
 CQ1326
 CQ1326                          STATION RECOVERY (1993)
 CQ1326
 CQ1326'RECOVERY NOTE BY US POWER SQUADRON 1993
 CQ1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1329 ***********************************************************************
 CQ1329  DESIGNATION -  PTS 59 Y
 CQ1329  PID         -  CQ1329
 CQ1329  STATE/COUNTY-  LA/CLAIBORNE
 CQ1329  USGS QUAD   -  ATHENS (1986)
 CQ1329
 CQ1329                         *CURRENT SURVEY CONTROL
 CQ1329  ___________________________________________________________________
 CQ1329* NAD 83(1986)-  32 40 50.     (N)    093 02 37.     (W)     SCALED    
 CQ1329* NAVD 88     -       126.381  (meters)     414.63   (feet)  ADJUSTED  
 CQ1329  ___________________________________________________________________
 CQ1329  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1329  DYNAMIC HT  -         126.240 (meters)     414.17  (feet)  COMP
 CQ1329  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 CQ1329
 CQ1329  VERT ORDER  -  SECOND    CLASS 0
 CQ1329
 CQ1329.The horizontal coordinates were scaled from a topographic map and have
 CQ1329.an estimated accuracy of +/- 6 seconds.
 CQ1329
 CQ1329.The orthometric height was determined by differential leveling
 CQ1329.and adjusted by the National Geodetic Survey in September 1998..
 CQ1329
 CQ1329.The geoid height was determined by GEOID03.
 CQ1329
 CQ1329.The dynamic height is computed by dividing the NAVD 88
 CQ1329.geopotential number by the normal gravity value computed on the
 CQ1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1329.degrees latitude (g = 980.6199 gals.).
 CQ1329
 CQ1329.The modeled gravity was interpolated from observed gravity values.
 CQ1329
 CQ1329;                    North         East    Units  Estimated Accuracy
 CQ1329;SPC LA N     -   241,910.      949,020.      MT  (+/- 180 meters Scaled)
 CQ1329
 CQ1329                          SUPERSEDED SURVEY CONTROL
 CQ1329
 CQ1329  NAVD 88 (06/15/91)  126.416  (m)          414.75   (f) UNKNOWN     2 0
 CQ1329  NGVD 29 (??/??/??)  126.472  (m)          414.93   (f) ADJUSTED    2 0
 CQ1329
 CQ1329.Superseded values are not recommended for survey control.
 CQ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1329.See file dsdata.txt to determine how the superseded data were derived.
 CQ1329
 CQ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS959158(NAD 83)
 CQ1329_MARKER: DD = SURVEY DISK
 CQ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1329_STAMPING: PRIM TRAV STA NO 59 Y 1922 LOUISIANA 35 A
 CQ1329_MARK LOGO: USGS  
 CQ1329_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1329+STABILITY: SURFACE MOTION
 CQ1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1329+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 CQ1329
 CQ1329  HISTORY     - Date     Condition        Report By
 CQ1329  HISTORY     - 1922     MONUMENTED       USGS
 CQ1329  HISTORY     - 1943     GOOD             CGS
 CQ1329  HISTORY     - 19950607 GOOD             LADTD
 CQ1329
 CQ1329                          STATION DESCRIPTION
 CQ1329
 CQ1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1329'2.3 MI N FROM ATHENS.
 CQ1329'2.3 MILES NORTH ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1329'ATHENS, CLAIBORNE PARISH, 1.0 MILE SOUTH OF THE STATION AT MULNIX, 0.6
 CQ1329'MILE SOUTH OF MILEPOST 50, AT A ROAD CROSSING, 50 FEET WEST OF THE
 CQ1329'CENTERLINE OF THE TRACK, BETWEEN THE ROAD LEADING NORTHWEST AND THE
 CQ1329'ROAD LEADING SOUTHWEST, AND NEAR THE RIGHT-OF-WAY LINE.  A U. S.
 CQ1329'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA NO 59 Y 1922
 CQ1329'LOUISIANA 35 A AND SET IN THE TOP OF A CONCRETE POST.
 CQ1329
 CQ1329                          STATION RECOVERY (1995)
 CQ1329
 CQ1329'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1329'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH-NORTHWEST OF
 CQ1329'ATHENS, 7.5 MI (12.1 KM) SOUTH OF HOMER AND 13.5 MI (21.7 KM)
 CQ1329'NORTHEAST OF MINDEN.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM
 CQ1329'THE JUNCTION OF STATE HIGHWAYS 9 AND 518 IN ATHENS, GO NORTH FOR 2.4
 CQ1329'MI (3.9 KM) ON HIGHWAY 9 TO THE JUNCTION WITH A PARISH SIDE ROAD, TURN
 CQ1329'LEFT AND GO WEST FOR 0.05 MI (0.08 KM) ON THE PARISH ROAD TO THE
 CQ1329'JUNCTION WITH THE LOUISIANA AND NORTHWESTERN RAILROAD AND THE STATION
 CQ1329'SET ON THE RIGHT AND WEST OF THE TRACKS IN A CURVE OF THE ROAD.  THE
 CQ1329'STATION IS 53.0 FT (16.2 M) WEST FROM THE JUNCTION OF THE TRACKS AND
 CQ1329'THE ROAD, 46.0 FT (14.0 M) SOUTHWEST FROM THE WEST END OF A 12-INCH
 CQ1329'METAL CULVERT RUNNING UNDER THE TRACKS, 1.5 FT (0.5 M) EAST FROM A
 CQ1329'METAL WITNESS POST WITH SIGN ATTACHED, PROJECTING 2 INCHES ABOVE THE
 CQ1329'GROUND SURFACE AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1369 ***********************************************************************
 CQ1369  DESIGNATION -  PTS 6 F 14 A
 CQ1369  PID         -  CQ1369
 CQ1369  STATE/COUNTY-  LA/WEBSTER
 CQ1369  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1369
 CQ1369                         *CURRENT SURVEY CONTROL
 CQ1369  ___________________________________________________________________
 CQ1369* NAD 83(1986)-  32 47 20.     (N)    093 24 26.     (W)     SCALED    
 CQ1369* NAVD 88     -        71.624  (meters)     234.99   (feet)  ADJUSTED  
 CQ1369  ___________________________________________________________________
 CQ1369  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1369  DYNAMIC HT  -          71.545 (meters)     234.73  (feet)  COMP
 CQ1369  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 CQ1369
 CQ1369  VERT ORDER  -  SECOND    CLASS 0
 CQ1369
 CQ1369.The horizontal coordinates were scaled from a topographic map and have
 CQ1369.an estimated accuracy of +/- 6 seconds.
 CQ1369
 CQ1369.The orthometric height was determined by differential leveling
 CQ1369.and adjusted by the National Geodetic Survey in June 1991..
 CQ1369
 CQ1369.The geoid height was determined by GEOID03.
 CQ1369
 CQ1369.The dynamic height is computed by dividing the NAVD 88
 CQ1369.geopotential number by the normal gravity value computed on the
 CQ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1369.degrees latitude (g = 980.6199 gals.).
 CQ1369
 CQ1369.The modeled gravity was interpolated from observed gravity values.
 CQ1369
 CQ1369;                    North         East    Units  Estimated Accuracy
 CQ1369;SPC LA N     -   254,150.      915,010.      MT  (+/- 180 meters Scaled)
 CQ1369
 CQ1369                          SUPERSEDED SURVEY CONTROL
 CQ1369
 CQ1369  NGVD 29 (??/??/??)   71.687  (m)          235.19   (f) ADJUSTED    2 0
 CQ1369
 CQ1369.Superseded values are not recommended for survey control.
 CQ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1369.See file dsdata.txt to determine how the superseded data were derived.
 CQ1369
 CQ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS618279(NAD 83)
 CQ1369_MARKER: DD = SURVEY DISK
 CQ1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1369_STAMPING: 6F14A 1922
 CQ1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1369+STABILITY: SURFACE MOTION
 CQ1369
 CQ1369  HISTORY     - Date     Condition        Report By
 CQ1369  HISTORY     - 1922     MONUMENTED       USGS
 CQ1369  HISTORY     - 1969     GOOD             LADH
 CQ1369
 CQ1369                          STATION DESCRIPTION
 CQ1369
 CQ1369'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1369'1.5 MI S FROM COTTON VALLEY.
 CQ1369'ABOUT 1.5 MILES SOUTH ALONG LOUISIANA HIGHWAY 7 FROM JUNCTION OF
 CQ1369'LOUISIANA HIGHWAY 7 AND LOUISIANA HIGHWAY 160 IN COTTON VALLEY. THENCE
 CQ1369'SOUTHEAST 0.9 MILES ALONG OLD LOUISIANA HIGHWAY 7 TO RAILROAD
 CQ1369'CROSSING.  IT IS 242 FEET NORTH ALONG RAILROAD, 40 FEET WEST OF WEST
 CQ1369'RAIL, 80 FEET EAST OF CENTERLINE OF OLD LOUISIANA HIGHWAY 7, 232 FEET
 CQ1369'NORTH OF RAILROAD CROSSING SIGNAL LIGHT ON WEST SIDE OF TRACK.  SET IN
 CQ1369'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  A STEEL
 CQ1369'WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.  SEC 5, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1330 ***********************************************************************
 CQ1330  DESIGNATION -  PTS 60 Y
 CQ1330  PID         -  CQ1330
 CQ1330  STATE/COUNTY-  LA/CLAIBORNE
 CQ1330  USGS QUAD   -  ATHENS (1986)
 CQ1330
 CQ1330                         *CURRENT SURVEY CONTROL
 CQ1330  ___________________________________________________________________
 CQ1330* NAD 83(1986)-  32 39 03.     (N)    093 01 37.     (W)     SCALED    
 CQ1330* NAVD 88     -        90.933  (meters)     298.34   (feet)  ADJUSTED  
 CQ1330  ___________________________________________________________________
 CQ1330  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1330  DYNAMIC HT  -          90.831 (meters)     298.00  (feet)  COMP
 CQ1330  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 CQ1330
 CQ1330  VERT ORDER  -  SECOND    CLASS 0
 CQ1330
 CQ1330.The horizontal coordinates were scaled from a topographic map and have
 CQ1330.an estimated accuracy of +/- 6 seconds.
 CQ1330
 CQ1330.The orthometric height was determined by differential leveling
 CQ1330.and adjusted by the National Geodetic Survey in June 1991..
 CQ1330
 CQ1330.The geoid height was determined by GEOID03.
 CQ1330
 CQ1330.The dynamic height is computed by dividing the NAVD 88
 CQ1330.geopotential number by the normal gravity value computed on the
 CQ1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1330.degrees latitude (g = 980.6199 gals.).
 CQ1330
 CQ1330.The modeled gravity was interpolated from observed gravity values.
 CQ1330
 CQ1330;                    North         East    Units  Estimated Accuracy
 CQ1330;SPC LA N     -   238,600.      950,560.      MT  (+/- 180 meters Scaled)
 CQ1330
 CQ1330                          SUPERSEDED SURVEY CONTROL
 CQ1330
 CQ1330  NGVD 29 (??/??/??)   90.990  (m)          298.52   (f) ADJUSTED    2 0
 CQ1330
 CQ1330.Superseded values are not recommended for survey control.
 CQ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1330.See file dsdata.txt to determine how the superseded data were derived.
 CQ1330
 CQ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS974125(NAD 83)
 CQ1330_MARKER: DD = SURVEY DISK
 CQ1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1330_STAMPING: PRIM TRAV STA NO 60 Y 1922 LOUISIANA 36
 CQ1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1330+STABILITY: SURFACE MOTION
 CQ1330
 CQ1330  HISTORY     - Date     Condition        Report By
 CQ1330  HISTORY     - 1922     MONUMENTED       USGS
 CQ1330  HISTORY     - 1943     GOOD             CGS
 CQ1330  HISTORY     - 19950626 MARK NOT FOUND   LADTD
 CQ1330
 CQ1330                          STATION DESCRIPTION
 CQ1330
 CQ1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1330'IN ATHENS.
 CQ1330'AT ATHENS, CLAIBORNE PARISH, 420 FEET NORTHWEST OF THE LOUISIANA AND
 CQ1330'NORTH WEST RAILROAD STATION, 290 FEET NORTHWEST OF A ROAD CROSSING,
 CQ1330'314 FEET NORTHWEST OF THE FARMERS HARDWARE AND FURNITURE CO. BUILDING,
 CQ1330'100 FEET NORTHEAST OF THE TRACK, AND 14 FEET NORTHWEST OF THE
 CQ1330'SOUTHWEST CORNER OF A GIN LOT.  A U. S. GEOLOGICAL SURVEY STANDARD
 CQ1330'DISK, STAMPED PRIM TRAV STA NO 60 Y 1922 LOUISIANA 36 A AND SET IN THE
 CQ1330'TOP OF A CONCRETE POST.
 CQ1330
 CQ1330                          STATION RECOVERY (1995)
 CQ1330
 CQ1330'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1330'THIS STATION WAS SEARCED FOR AND NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1332 ***********************************************************************
 CQ1332  DESIGNATION -  PTS 61 Y
 CQ1332  PID         -  CQ1332
 CQ1332  STATE/COUNTY-  LA/CLAIBORNE
 CQ1332  USGS QUAD   -  GIBSLAND (1986)
 CQ1332
 CQ1332                         *CURRENT SURVEY CONTROL
 CQ1332  ___________________________________________________________________
 CQ1332* NAD 83(1986)-  32 36 38.     (N)    093 03 15.     (W)     SCALED    
 CQ1332* NAVD 88     -        73.499  (meters)     241.14   (feet)  ADJUSTED  
 CQ1332  ___________________________________________________________________
 CQ1332  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1332  DYNAMIC HT  -          73.417 (meters)     240.87  (feet)  COMP
 CQ1332  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CQ1332
 CQ1332  VERT ORDER  -  SECOND    CLASS 0
 CQ1332
 CQ1332.The horizontal coordinates were scaled from a topographic map and have
 CQ1332.an estimated accuracy of +/- 6 seconds.
 CQ1332
 CQ1332.The orthometric height was determined by differential leveling
 CQ1332.and adjusted by the National Geodetic Survey in June 1991..
 CQ1332
 CQ1332.The geoid height was determined by GEOID03.
 CQ1332
 CQ1332.The dynamic height is computed by dividing the NAVD 88
 CQ1332.geopotential number by the normal gravity value computed on the
 CQ1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1332.degrees latitude (g = 980.6199 gals.).
 CQ1332
 CQ1332.The modeled gravity was interpolated from observed gravity values.
 CQ1332
 CQ1332;                    North         East    Units  Estimated Accuracy
 CQ1332;SPC LA N     -   234,150.      947,990.      MT  (+/- 180 meters Scaled)
 CQ1332
 CQ1332                          SUPERSEDED SURVEY CONTROL
 CQ1332
 CQ1332  NGVD 29 (??/??/??)   73.556  (m)          241.32   (f) ADJUSTED    2 0
 CQ1332
 CQ1332.Superseded values are not recommended for survey control.
 CQ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1332.See file dsdata.txt to determine how the superseded data were derived.
 CQ1332
 CQ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS949081(NAD 83)
 CQ1332_MARKER: DD = SURVEY DISK
 CQ1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1332_STAMPING: PRIM TRAV STA NO 61 Y 1922 LOUISIANA 37 A
 CQ1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1332+STABILITY: SURFACE MOTION
 CQ1332
 CQ1332  HISTORY     - Date     Condition        Report By
 CQ1332  HISTORY     - 1922     MONUMENTED       USGS
 CQ1332  HISTORY     - 1943     GOOD             CGS
 CQ1332  HISTORY     - 19950626 MARK NOT FOUND   LADTD
 CQ1332
 CQ1332                          STATION DESCRIPTION
 CQ1332
 CQ1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1332'3.5 MI SW FROM ATHENS.
 CQ1332'3.5 MILES SOUTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1332'ATHENS, CLAIBORNE PARISH, AT DARLEY 75 FEET SOUTH OF A HIGHWAY
 CQ1332'CROSSING, 30 FEET SOUTHWEST OF THE HIGHWAY, 65 FEET SOUTHEAST OF THE
 CQ1332'TRACK, NEAR THE DOORSTEP OF AN OLD HOUSE, AND 18 FEET SOUTHEAST OF THE
 CQ1332'CORNER OF THE FENCE AROUND THE HOUSE.  A U. S. GEOLOGICAL SURVEY
 CQ1332'STANDARD DISK, STAMPED PRIN TRAV STA NO 61 Y 1922 LOUISIANA 37 A AND
 CQ1332'SET IN THE TOP OF A CONCRETE POST.
 CQ1332
 CQ1332                          STATION RECOVERY (1995)
 CQ1332
 CQ1332'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1332'THIS STATION WAS SEARCHED FOR AND NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1333 ***********************************************************************
 CQ1333  DESIGNATION -  PTS 62 Y
 CQ1333  PID         -  CQ1333
 CQ1333  STATE/COUNTY-  LA/BIENVILLE
 CQ1333  USGS QUAD   -  GIBSLAND (1986)
 CQ1333
 CQ1333                         *CURRENT SURVEY CONTROL
 CQ1333  ___________________________________________________________________
 CQ1333* NAD 83(1986)-  32 34 33.     (N)    093 03 38.     (W)     SCALED    
 CQ1333* NAVD 88     -        84.419  (meters)     276.96   (feet)  ADJUSTED  
 CQ1333  ___________________________________________________________________
 CQ1333  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1333  DYNAMIC HT  -          84.325 (meters)     276.66  (feet)  COMP
 CQ1333  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CQ1333
 CQ1333  VERT ORDER  -  SECOND    CLASS 0
 CQ1333
 CQ1333.The horizontal coordinates were scaled from a topographic map and have
 CQ1333.an estimated accuracy of +/- 6 seconds.
 CQ1333
 CQ1333.The orthometric height was determined by differential leveling
 CQ1333.and adjusted by the National Geodetic Survey in June 1991..
 CQ1333
 CQ1333.The geoid height was determined by GEOID03.
 CQ1333
 CQ1333.The dynamic height is computed by dividing the NAVD 88
 CQ1333.geopotential number by the normal gravity value computed on the
 CQ1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1333.degrees latitude (g = 980.6199 gals.).
 CQ1333
 CQ1333.The modeled gravity was interpolated from observed gravity values.
 CQ1333
 CQ1333;                    North         East    Units  Estimated Accuracy
 CQ1333;SPC LA N     -   230,300.      947,370.      MT  (+/- 180 meters Scaled)
 CQ1333
 CQ1333                          SUPERSEDED SURVEY CONTROL
 CQ1333
 CQ1333  NGVD 29 (??/??/??)   84.473  (m)          277.14   (f) ADJUSTED    2 0
 CQ1333
 CQ1333.Superseded values are not recommended for survey control.
 CQ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1333.See file dsdata.txt to determine how the superseded data were derived.
 CQ1333
 CQ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS943042(NAD 83)
 CQ1333_MARKER: DD = SURVEY DISK
 CQ1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1333_STAMPING: PRIM TRAV STA NO 62 Y 1922 LOUISIANA 38
 CQ1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1333+STABILITY: SURFACE MOTION
 CQ1333
 CQ1333  HISTORY     - Date     Condition        Report By
 CQ1333  HISTORY     - 1922     MONUMENTED       USGS
 CQ1333  HISTORY     - 1934     GOOD             CGS
 CQ1333  HISTORY     - 19950626 MARK NOT FOUND   LADTD
 CQ1333
 CQ1333                          STATION DESCRIPTION
 CQ1333
 CQ1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1333'2.3 MI NW FROM GIBSLAND.
 CQ1333'2.3 MILES NORTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1333'GIBSLAND, BIENVILLE PARISH, 200 YARDS SOUTHWEST OF MILEPOST 59, AT A
 CQ1333'ROAD CROSSING, 35 FEET NORTH OF THE ROAD, AND 55 FEET WEST OF THE
 CQ1333'TRACK.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA
 CQ1333'NO 62 Y 1922 LOUISIANA 38 A AND SET IN THE TOP OF A CONCRETE POST.
 CQ1333
 CQ1333                          STATION RECOVERY (1995)
 CQ1333
 CQ1333'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1333'THIS STATION WAS SEARCED FOR AND NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1290 ***********************************************************************
 CQ1290  DESIGNATION -  PTS 63 Y
 CQ1290  PID         -  CQ1290
 CQ1290  STATE/COUNTY-  LA/BIENVILLE
 CQ1290  USGS QUAD   -  GIBSLAND (1986)
 CQ1290
 CQ1290                         *CURRENT SURVEY CONTROL
 CQ1290  ___________________________________________________________________
 CQ1290* NAD 83(1986)-  32 32 49.     (N)    093 03 05.     (W)     SCALED    
 CQ1290* NAVD 88     -        75.211  (meters)     246.75   (feet)  ADJUSTED  
 CQ1290  ___________________________________________________________________
 CQ1290  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ1290  DYNAMIC HT  -          75.127 (meters)     246.48  (feet)  COMP
 CQ1290  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 CQ1290
 CQ1290  VERT ORDER  -  FIRST     CLASS I
 CQ1290
 CQ1290.The horizontal coordinates were scaled from a topographic map and have
 CQ1290.an estimated accuracy of +/- 6 seconds.
 CQ1290
 CQ1290.The orthometric height was determined by differential leveling
 CQ1290.and adjusted by the National Geodetic Survey in September 1998..
 CQ1290
 CQ1290.The geoid height was determined by GEOID03.
 CQ1290
 CQ1290.The dynamic height is computed by dividing the NAVD 88
 CQ1290.geopotential number by the normal gravity value computed on the
 CQ1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1290.degrees latitude (g = 980.6199 gals.).
 CQ1290
 CQ1290.The modeled gravity was interpolated from observed gravity values.
 CQ1290
 CQ1290;                    North         East    Units  Estimated Accuracy
 CQ1290;SPC LA N     -   227,090.      948,210.      MT  (+/- 180 meters Scaled)
 CQ1290
 CQ1290                          SUPERSEDED SURVEY CONTROL
 CQ1290
 CQ1290  NAVD 88 (06/15/91)   75.223  (m)          246.79   (f) UNKNOWN     1 1
 CQ1290  NGVD 29 (??/??/??)   75.300  (m)          247.05   (f) ADJUSTED    1 1
 CQ1290
 CQ1290.Superseded values are not recommended for survey control.
 CQ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1290.See file dsdata.txt to determine how the superseded data were derived.
 CQ1290
 CQ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS951010(NAD 83)
 CQ1290_MARKER: DD = SURVEY DISK
 CQ1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1290_STAMPING: PRIM TRAV STA NO 63 Y 1922 39A
 CQ1290_MARK LOGO: USGS  
 CQ1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1290+STABILITY: SURFACE MOTION
 CQ1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1290+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1995
 CQ1290
 CQ1290  HISTORY     - Date     Condition        Report By
 CQ1290  HISTORY     - 1922     MONUMENTED       USGS
 CQ1290  HISTORY     - 1969     POOR             CGS
 CQ1290  HISTORY     - 19950626 POOR             LADTD
 CQ1290  HISTORY     - 20060726 POOR             NGS
 CQ1290
 CQ1290                          STATION DESCRIPTION
 CQ1290
 CQ1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1290'IN GIBSLAND.
 CQ1290'AT GIBSLAND, 214 FEET NORTHEAST OF THE ILLINOIS CENTRAL RAILROAD
 CQ1290'STATION, 0.1 MILE EAST OF THE CROSSING OF THE RAILROAD AND STATE
 CQ1290'HIGHWAY 154, 181 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE
 CQ1290'ILLINOIS CENTRAL AND THE LOUISIANA AND NORTH WESTERN RAILROADS, 74
 CQ1290'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL
 CQ1290'RAILROAD, 68 FEET WEST OF A 48-INCH OAK TREE, 41 FEET EAST OF THE
 CQ1290'SOUTHEAST CORNER OF A FRAME HOUSE, 38 1/2 FEET NORTHWEST OF TELEPHONE
 CQ1290'POLE NUMBER 10158, 20 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD,
 CQ1290'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CQ1290'CONCRETE POST WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE
 CQ1290'GROUND.  SEC 14, T 18N, R 7W.
 CQ1290
 CQ1290                          STATION RECOVERY (1995)
 CQ1290
 CQ1290'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1290'THE STATION IS LOCATED IN GIBSLAND, JUST NORTHEAST OF THE CROSSING OF
 CQ1290'THE ILLINOIS CENTRAL AND LOUISIANA AND NORTH WESTERN RAILROADS,
 CQ1290'APPROXIMATELY 300.0 FT (91.4 M) NORTHWEST OF THE LOUISIANA AND
 CQ1290'NORTHWESTERN ENGINE REPAIR BUILDING, ABOUT 0.1 MI (0.2 KM) EAST 0F THE
 CQ1290'CROSSING OF THE ILLINOIS CENTRAL RAILROAD AND STATE HIGHWAY 154.
 CQ1290'OWNERSHIP--UNKNOWN. THE STATION IS 181.0 FT (55.2 M) NORTHEAST FROM
 CQ1290'THE CENTER OF THE CROSSING OF THE TWO RAILROADS, 92.0 FT (28.0 M) EAST
 CQ1290'FROM THE CENTER OF MARKET STREET, 74.0 FT (22.6 M) NORTH FROM THE
 CQ1290'NORTH RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, 41.0 FT
 CQ1290'(12.5 M) EAST FROM THE SOUTHEAST CORNER OF A FRAME HOUSE, 20.0 FT (6.1
 CQ1290'M) NORTH FROM THE CENTER OF A PAVED STREET, PROJECTING 12 INCHES ABOVE
 CQ1290'THE GROUND SURFACE AND ABOUT 4.0 FT (1.2 M) ABOVE THE LEVEL OF THE
 CQ1290'TRACKS.
 CQ1290
 CQ1290                          STATION RECOVERY (2006)
 CQ1290
 CQ1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DJR)
 CQ1290'MARK FOUND IN POOR CONDITION AS PREVIOUSLY NOTED.
 CQ1290' 
 CQ1290'REFERENCE CORRECTION, THE MARK IS 92 FT. EAST OF CLAIBORNE ST., NOT
 CQ1290'MARKET ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1540 ***********************************************************************
 CP1540  DESIGNATION -  PTS 69
 CP1540  PID         -  CP1540
 CP1540  STATE/COUNTY-  LA/MADISON
 CP1540  USGS QUAD   -  BEDFORD (1963)
 CP1540
 CP1540                         *CURRENT SURVEY CONTROL
 CP1540  ___________________________________________________________________
 CP1540* NAD 83(1986)-  32 14 40.     (N)    091 03 25.     (W)     SCALED    
 CP1540* NAVD 88     -        24.12   (+/-2cm)      79.1    (feet)  VERTCON   
 CP1540  ___________________________________________________________________
 CP1540  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1540
 CP1540  VERT ORDER  -  ? (See Below)
 CP1540
 CP1540.The horizontal coordinates were scaled from a topographic map and have
 CP1540.an estimated accuracy of +/- 6 seconds.
 CP1540
 CP1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1540.The vertical order pertains to the NGVD 29 superseded value.
 CP1540
 CP1540.The geoid height was determined by GEOID03.
 CP1540
 CP1540;                    North         East    Units  Estimated Accuracy
 CP1540;SPC LA N     -   194,320.    1,135,980.      MT  (+/- 180 meters Scaled)
 CP1540
 CP1540                          SUPERSEDED SURVEY CONTROL
 CP1540
 CP1540  NGVD 29 (??/??/92)   24.152  (m)           79.24   (f) ADJ UNCH    ?  
 CP1540
 CP1540.Superseded values are not recommended for survey control.
 CP1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1540.See file dsdata.txt to determine how the superseded data were derived.
 CP1540
 CP1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR830691(NAD 83)
 CP1540_MARKER: P = PIPE CAP
 CP1540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1540
 CP1540  HISTORY     - Date     Condition        Report By
 CP1540  HISTORY     - UNK      MONUMENTED       USGS
 CP1540  HISTORY     - 1934     GOOD             DOD
 CP1540
 CP1540                          STATION DESCRIPTION
 CP1540
 CP1540'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1540'4.2 MI E FROM KING.
 CP1540'ABOUT 4.2 MILES EAST ALONG THE LEVEE FROM KING.  P.B.M. IS IRON PIPE
 CP1540'SET ON BRICKS, WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI RIVER, IN
 CP1540'MADISON PARISH, LA., ON PLANTATION OF MRS. C.T. MCCARR, ABOUT 305
 CP1540'METERS DOWNSTREAM FROM ABANDONED TOWER LEVEE MACHINE.  97 METERS
 CP1540'LANDWARD OF CENTER OF NEW LEVEE.  61 METERS UPSTREAM AND BACK OF
 CP1540'VACANT HOUSE.  43.9 METERS DOWNSTREAM FROM LANDSIDE CORNER OF CABIN.
 CP1540'30 METERS LEVEESIDE OF TURN ROW.  25.5 METERS LANDSIDE OF FENCE AND ON
 CP1540'LOWER BANK OF SMALL DITCH RUNNING LANDWARD FROM LEVEE.  JESSIE HARPER
 CP1540'LIVES IN SECOND HOUSE UPSTREAM FROM P.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2491 ***********************************************************************
 CQ2491  DESIGNATION -  PTS 7 W H 34
 CQ2491  PID         -  CQ2491
 CQ2491  STATE/COUNTY-  LA/WEBSTER
 CQ2491  USGS QUAD   -  SHONGALOO (1981)
 CQ2491
 CQ2491                         *CURRENT SURVEY CONTROL
 CQ2491  ___________________________________________________________________
 CQ2491* NAD 83(1986)-  32 56 31.     (N)    093 17 50.     (W)     SCALED    
 CQ2491* NAVD 88     -        81.357  (meters)     266.92   (feet)  ADJUSTED  
 CQ2491  ___________________________________________________________________
 CQ2491  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2491  DYNAMIC HT  -          81.268 (meters)     266.63  (feet)  COMP
 CQ2491  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 CQ2491
 CQ2491  VERT ORDER  -  SECOND    CLASS 0
 CQ2491
 CQ2491.The horizontal coordinates were scaled from a topographic map and have
 CQ2491.an estimated accuracy of +/- 6 seconds.
 CQ2491
 CQ2491.The orthometric height was determined by differential leveling
 CQ2491.and adjusted by the National Geodetic Survey in June 1991..
 CQ2491
 CQ2491.The geoid height was determined by GEOID03.
 CQ2491
 CQ2491.The dynamic height is computed by dividing the NAVD 88
 CQ2491.geopotential number by the normal gravity value computed on the
 CQ2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2491.degrees latitude (g = 980.6199 gals.).
 CQ2491
 CQ2491.The modeled gravity was interpolated from observed gravity values.
 CQ2491
 CQ2491;                    North         East    Units  Estimated Accuracy
 CQ2491;SPC LA N     -   271,040.      925,440.      MT  (+/- 180 meters Scaled)
 CQ2491
 CQ2491                          SUPERSEDED SURVEY CONTROL
 CQ2491
 CQ2491  NGVD 29 (??/??/??)   81.425  (m)          267.14   (f) ADJUSTED    2 0
 CQ2491
 CQ2491.Superseded values are not recommended for survey control.
 CQ2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2491.See file dsdata.txt to determine how the superseded data were derived.
 CQ2491
 CQ2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS722448(NAD 83)
 CQ2491_MARKER: DD = SURVEY DISK
 CQ2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2491_STAMPING: PTS 7W H 34 1934
 CQ2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2491+STABILITY: SURFACE MOTION
 CQ2491
 CQ2491  HISTORY     - Date     Condition        Report By
 CQ2491  HISTORY     - 1934     MONUMENTED       USGS
 CQ2491  HISTORY     - 1969     GOOD             LADH
 CQ2491
 CQ2491                          STATION DESCRIPTION
 CQ2491
 CQ2491'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2491'AT SHONGALOO FROM SHONGALOO.
 CQ2491'50 FEET N BY 130 FEET E OF CROSS ROADS, SET IN CONCRETE POST.
 CQ2491'FIRST HOUSE E OF TEXACO FILLING STATION AND AT CORNER OF YARD,
 CQ2491'2 FEET S OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1308 ***********************************************************************
 CQ1308  DESIGNATION -  PTS 71 Y A 84
 CQ1308  PID         -  CQ1308
 CQ1308  STATE/COUNTY-  LA/CLAIBORNE
 CQ1308  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ1308
 CQ1308                         *CURRENT SURVEY CONTROL
 CQ1308  ___________________________________________________________________
 CQ1308* NAD 83(1986)-  32 59 15.     (N)    093 01 57.     (W)     SCALED    
 CQ1308* NAVD 88     -        83.463  (meters)     273.83   (feet)  ADJUSTED  
 CQ1308  ___________________________________________________________________
 CQ1308  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1308  DYNAMIC HT  -          83.371 (meters)     273.53  (feet)  COMP
 CQ1308  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 CQ1308
 CQ1308  VERT ORDER  -  SECOND    CLASS 0
 CQ1308
 CQ1308.The horizontal coordinates were scaled from a topographic map and have
 CQ1308.an estimated accuracy of +/- 6 seconds.
 CQ1308
 CQ1308.The orthometric height was determined by differential leveling
 CQ1308.and adjusted by the National Geodetic Survey in June 1991..
 CQ1308
 CQ1308.The geoid height was determined by GEOID03.
 CQ1308
 CQ1308.The dynamic height is computed by dividing the NAVD 88
 CQ1308.geopotential number by the normal gravity value computed on the
 CQ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1308.degrees latitude (g = 980.6199 gals.).
 CQ1308
 CQ1308.The modeled gravity was interpolated from observed gravity values.
 CQ1308
 CQ1308;                    North         East    Units  Estimated Accuracy
 CQ1308;SPC LA N     -   275,940.      950,230.      MT  (+/- 180 meters Scaled)
 CQ1308
 CQ1308                          SUPERSEDED SURVEY CONTROL
 CQ1308
 CQ1308  NGVD 29 (??/??/??)   83.540  (m)          274.08   (f) ADJUSTED    2 0
 CQ1308
 CQ1308.Superseded values are not recommended for survey control.
 CQ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1308.See file dsdata.txt to determine how the superseded data were derived.
 CQ1308
 CQ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS969499(NAD 83)
 CQ1308_MARKER: DD = SURVEY DISK
 CQ1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1308_STAMPING: PRIM TRAV STA NO 84 Y 1922
 CQ1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1308+STABILITY: SURFACE MOTION
 CQ1308
 CQ1308  HISTORY     - Date     Condition        Report By
 CQ1308  HISTORY     - 1922     MONUMENTED       USGS
 CQ1308  HISTORY     - 1965     GOOD             CGS
 CQ1308
 CQ1308                          STATION DESCRIPTION
 CQ1308
 CQ1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ1308'IN GORDON.
 CQ1308'7.6 MILES EAST ALONG STATE HIGHWAY 70 FROM HAYNESVILLE, AT GORDON, 185
 CQ1308'FEET WEST OF A ROAD INTERSECTION, AND AT THE NORTHWEST CORNER OF THE
 CQ1308'SCHOOL BUILDING.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0701 ***********************************************************************
 BW0701  DESIGNATION -  PTS 78
 BW0701  PID         -  BW0701
 BW0701  STATE/COUNTY-  LA/TENSAS
 BW0701  USGS QUAD   -  ST JOSEPH (1986)
 BW0701
 BW0701                         *CURRENT SURVEY CONTROL
 BW0701  ___________________________________________________________________
 BW0701* NAD 83(1992)-  31 54 48.08890(N)    091 14 06.45614(W)     ADJUSTED  
 BW0701* NAVD 88     -        22.78   (+/-2cm)      74.7    (feet)  VERTCON   
 BW0701  ___________________________________________________________________
 BW0701  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BW0701  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0701
 BW0701  HORZ ORDER  -  SECOND
 BW0701  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0701
 BW0701.The horizontal coordinates were established by classical geodetic methods
 BW0701.and adjusted by the National Geodetic Survey in May 1994..
 BW0701
 BW0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0701.The vertical order pertains to the NGVD 29 superseded value.
 BW0701
 BW0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0701
 BW0701.The geoid height was determined by GEOID03.
 BW0701
 BW0701;                    North         East     Units Scale Factor Converg.
 BW0701;SPC LA N     -   157,403.954 1,119,621.193   MT  0.99991474   +0 40 07.5
 BW0701;SPC LA N     -   516,416.14  3,673,290.53   sFT  0.99991474   +0 40 07.5
 BW0701;SPC MS W     -   267,897.236   614,709.376   MT  1.00003968   -0 28 36.3
 BW0701;SPC MS W     -   878,926.18  2,016,759.01   sFT  1.00003968   -0 28 36.3
 BW0701;UTM  15      - 3,532,191.029   666,870.014   MT  0.99994342   +0 55 59.5
 BW0701
 BW0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0701!SPC LA N     -   1.00000054  x   0.99991474  =   0.99991528
 BW0701!SPC MS W     -   1.00000054  x   1.00003968  =   1.00004022
 BW0701!UTM  15      -   1.00000054  x   0.99994342  =   0.99994396
 BW0701
 BW0701                          SUPERSEDED SURVEY CONTROL
 BW0701
 BW0701  NAD 83(1992)-  31 54 48.10028(N)    091 14 06.45208(W) AD(       ) 2
 BW0701  NAD 83(1986)-  31 54 48.10145(N)    091 14 06.45258(W) AD(       ) 2
 BW0701  NAD 27      -  31 54 47.52693(N)    091 14 06.04898(W) AD(       ) 2
 BW0701  NGVD 29 (??/??/92)   22.79   (m)           74.8    (f) COMPUTED    1 2
 BW0701
 BW0701.Superseded values are not recommended for survey control.
 BW0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0701.See file dsdata.txt to determine how the superseded data were derived.
 BW0701
 BW0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6687032191(NAD 83)
 BW0701_MARKER: P = PIPE CAP
 BW0701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0701_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0701_STAMPING: P T S 78
 BW0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0701
 BW0701  HISTORY     - Date     Condition        Report By
 BW0701  HISTORY     - UNK      MONUMENTED       USGS
 BW0701  HISTORY     - 1938     GOOD             NGS
 BW0701  HISTORY     - 1944     GOOD             NGS
 BW0701
 BW0701                          STATION DESCRIPTION
 BW0701
 BW0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0701'IN ST JOSEPH.
 BW0701'AT ST. JOSEPH, TENSAS PARISH, IN THE COURTHOUSE SQUARE, AND DIRECTLY
 BW0701'BEHIND THE MASONIC BUILDING.  A UNITED STATES GEOLOGICAL SURVEY
 BW0701'STANDARD CAP, RIVETED ON THE TOP OF AN IRON PIPE ON THE RIGHT BANK OF
 BW0701'THE MISSISSIPPI RIVER.
 BW0701
 BW0701                          STATION RECOVERY (1944)
 BW0701
 BW0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BW0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1559 ***********************************************************************
 BX1559  DESIGNATION -  PTS 8 USGS
 BX1559  PID         -  BX1559
 BX1559  STATE/COUNTY-  LA/WINN
 BX1559  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1559
 BX1559                         *CURRENT SURVEY CONTROL
 BX1559  ___________________________________________________________________
 BX1559* NAD 83(1992)-  31 59 51.91574(N)    092 39 15.82626(W)     ADJUSTED  
 BX1559* NAVD 88     -        41.49   (+/-2cm)     136.1    (feet)  VERTCON   
 BX1559  ___________________________________________________________________
 BX1559  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BX1559  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1559
 BX1559  HORZ ORDER  -  SECOND
 BX1559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1559
 BX1559.The horizontal coordinates were established by classical geodetic methods
 BX1559.and adjusted by the National Geodetic Survey in January 1993..
 BX1559
 BX1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1559.The vertical order pertains to the NGVD 29 superseded value.
 BX1559
 BX1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1559
 BX1559.The geoid height was determined by GEOID03.
 BX1559
 BX1559;                    North         East     Units Scale Factor Converg.
 BX1559;SPC LA N     -   166,073.828   985,411.499   MT  0.99991571   -0 04 53.9
 BX1559;SPC LA N     -   544,860.55  3,232,970.89   sFT  0.99991571   -0 04 53.9
 BX1559;UTM  15      - 3,540,238.953   532,645.011   MT  0.99961314   +0 10 59.3
 BX1559
 BX1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1559!SPC LA N     -   0.99999752  x   0.99991571  =   0.99991323
 BX1559!UTM  15      -   0.99999752  x   0.99961314  =   0.99961066
 BX1559
 BX1559                          SUPERSEDED SURVEY CONTROL
 BX1559
 BX1559  NAD 83(1986)-  31 59 51.93008(N)    092 39 15.81752(W) AD(       ) 2
 BX1559  NAD 27      -  31 59 51.35313(N)    092 39 15.27812(W) AD(       ) 2
 BX1559  NGVD 29 (??/??/??)   41.524  (m)          136.23   (f) ADJUSTED    2 0
 BX1559
 BX1559.Superseded values are not recommended for survey control.
 BX1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1559.See file dsdata.txt to determine how the superseded data were derived.
 BX1559
 BX1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3264540239(NAD 83)
 BX1559_MARKER: DD = SURVEY DISK
 BX1559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1559_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1559_STAMPING: PRIM TRAV. STA. NO. 8 1906
 BX1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1559
 BX1559  HISTORY     - Date     Condition        Report By
 BX1559  HISTORY     - 1934     MONUMENTED       USGS
 BX1559  HISTORY     - 1935     GOOD             CGS
 BX1559  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX1559
 BX1559                          STATION DESCRIPTION
 BX1559
 BX1559'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 BX1559'STATION IS ABOUT 5 MILES N OF WINNFIELD ON THE NE 1/4 SEC.
 BX1559'27, T 12 N, R 3 W, ON LAND OWNED BY MR. JONES.
 BX1559'
 BX1559'STATION IS 19 FEET E OF E RAIL OF MAIN TRACK OF ROCK ISLAND
 BX1559'RAILROAD, 36 FEET S OF CENTER LINE OF DIRT ROAD, AND 28
 BX1559'FEET N OF NW CORNER OF FLAG STATION.
 BX1559'
 BX1559'STATION MARK IS CAST IRON PIPE, 3 INCHES IN DIAMETER, WITH
 BX1559'STANDARD U.S.G.S. MARKER ON TOP, AND PROJECTING ABOUT 16
 BX1559'INCHES ABOVE SURFACE OF GROUND.  MARKER SHOWS EVIDENCE OF
 BX1559'BEING MUTILATED AND DEFACED, BUT IS STILL INTACT.
 BX1559'
 BX1559'TO REACH FROM WINNFIELD--FROM SW CORNER OF COURTHOUSE GO W
 BX1559'AND N ON U.S. HIGHWAY 167, 5.8 MILES TO FLAG STATION TANNEHILL
 BX1559'ON RIGHT AND GAS STATION ON LEFT.  GO E ON DIRT ROAD, ACROSS
 BX1559'TRACKS, ABOUT 100 FEET TO STATION ON RIGHT.
 BX1559'
 BX1559'A CONNECTION WAS MADE TO TANNEHILL.  STATION IS 88.53 FEET
 BX1559'AND 26.987 METERS SW OF TANNEHILL.
 BX1559
 BX1559                          STATION RECOVERY (1935)
 BX1559
 BX1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BX1559'IN TANNEHILL.
 BX1559'AT TANNEHILL AND ALONG THE C.R.I. AND P.R.R. 125 YARDS SOUTH OF MILE
 BX1559'POLE 194/5.  27 FEET NORTH OF THE R.R. STATION.  20 FEET EAST OF
 BX1559'CENTER OF MAIN TRACK.  NOTE-- DISK IS SOMEWHAT BATTERED, LETTERS AND
 BX1559'INSCRIPTIONS HARD TO DECIPHER, PIPE LEANING SLIGHTLY BUT SOLID.
 BX1559
 BX1559                          STATION RECOVERY (1982)
 BX1559
 BX1559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX1559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2965 ***********************************************************************
 CQ2965  DESIGNATION -  PTS 80 Y USGS 1941
 CQ2965  PID         -  CQ2965
 CQ2965  STATE/COUNTY-  LA/CLAIBORNE
 CQ2965  USGS QUAD   -  ARIZONA (1986)
 CQ2965
 CQ2965                         *CURRENT SURVEY CONTROL
 CQ2965  ___________________________________________________________________
 CQ2965* NAD 83(1992)-  32 49 16.14483(N)    092 58 12.85694(W)     ADJUSTED  
 CQ2965* NAVD 88     -        97.57   (+/-2cm)     320.1    (feet)  VERTCON   
 CQ2965  ___________________________________________________________________
 CQ2965  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CQ2965  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2965
 CQ2965  HORZ ORDER  -  SECOND
 CQ2965  VERT ORDER  -  THIRD ? (See Below)
 CQ2965
 CQ2965.The horizontal coordinates were established by classical geodetic methods
 CQ2965.and adjusted by the National Geodetic Survey in September 1999..
 CQ2965
 CQ2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2965.The vertical order pertains to the NGVD 29 superseded value.
 CQ2965
 CQ2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2965
 CQ2965.The geoid height was determined by GEOID03.
 CQ2965
 CQ2965;                    North         East     Units Scale Factor Converg.
 CQ2965;SPC LA N     -   257,465.118   955,964.722   MT  1.00003887   -0 14 55.0
 CQ2965;SPC LA N     -   844,700.14  3,136,360.93   sFT  1.00003887   -0 14 55.0
 CQ2965;UTM  15      - 3,631,460.441   502,785.834   MT  0.99960010   +0 00 58.1
 CQ2965
 CQ2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2965!SPC LA N     -   0.99998876  x   1.00003887  =   1.00002763
 CQ2965!UTM  15      -   0.99998876  x   0.99960010  =   0.99958887
 CQ2965
 CQ2965                          SUPERSEDED SURVEY CONTROL
 CQ2965
 CQ2965  NAD 83(1992)-  32 49 16.14790(N)    092 58 12.85624(W) AD(       ) 2
 CQ2965  NAD 83(1986)-  32 49 16.15759(N)    092 58 12.84724(W) AD(       ) 2
 CQ2965  NAD 27      -  32 49 15.62300(N)    092 58 12.27400(W) AD(       ) 2
 CQ2965  NGVD 29 (07/19/86)   97.64   (m)          320.3    (f) LEVELING    3  
 CQ2965
 CQ2965.Superseded values are not recommended for survey control.
 CQ2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2965.See file dsdata.txt to determine how the superseded data were derived.
 CQ2965
 CQ2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0278631460(NAD 83)
 CQ2965_MARKER: DD = SURVEY DISK
 CQ2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2965+STABILITY: SURFACE MOTION
 CQ2965
 CQ2965  HISTORY     - Date     Condition        Report By
 CQ2965  HISTORY     - 1941     MONUMENTED       USGS
 CQ2965
 CQ2965                          STATION DESCRIPTION
 CQ2965
 CQ2965'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (KBJ)
 CQ2965'STATION IS A U.S.G.S. TRAVERSE STATION LOCATED NEAR THE
 CQ2965'S 1/2 OF SECTION 10, T 21 N, R 6 W, ABOUT 5 MILES NE OF
 CQ2965'THE TOWN OF HOMER, ON THE PROPERTY OWNED AND OCCUPIED BY
 CQ2965'JOE THOMPSON (COLORED).
 CQ2965'
 CQ2965'STATION MARK IS STAMPED PRIM. TRAV. STA. NO. 80 Y STATE
 CQ2965'OF LOUISIANA 77A 1923.  MARK IS SET IN A 6-INCH ROUND CONCRETE
 CQ2965'POST PROJECTING ABOUT 1 INCH.  IT IS 2 FEET W OF A SYCAMORE
 CQ2965'TREE, 2 FEET E OF A FENCE CORNER, 36 FEET W OF THE CENTER
 CQ2965'OF A DIRT ROAD AND 27.300 METERS S OF STATION THOMPSON.
 CQ2965'
 CQ2965'TO REACH THE STATION FROM THE COURTHOUSE IN HOMER, GO E
 CQ2965'ON STATE HIGHWAY 11 FOR 5.4 MILES TO A DIRT CROSS ROAD,
 CQ2965'AT A CITIES SERVICE STATION ON THE RIGHT, TURN LEFT ON DIRT
 CQ2965'ROAD AND GO 0.85 MILE TO A FORK, TAKE LEFT FORK (MAIN ROAD)
 CQ2965'AND GO 0.05 MILE TO THE HOME OF JOE THOMPSON ON THE LEFT
 CQ2965'AND STATION NEAR HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3325 ***********************************************************************
 BK3325  DESIGNATION -  PUJOL
 BK3325  PID         -  BK3325
 BK3325  STATE/COUNTY-  LA/CALCASIEU
 BK3325  USGS QUAD   -  MOSS BLUFF (1994)
 BK3325
 BK3325                         *CURRENT SURVEY CONTROL
 BK3325  ___________________________________________________________________
 BK3325* NAD 83(1992)-  30 16 34.48145(N)    093 07 46.96544(W)     ADJUSTED  
 BK3325* NAVD 88     -         3.3  **(meters)      11.   **(feet)  GPS OBS   
 BK3325  **This station is located in a subsidence area (see below).
 BK3325  ___________________________________________________________________
 BK3325  X           -    -300,983.595 (meters)                     COMP
 BK3325  Y           -  -5,504,637.851 (meters)                     COMP
 BK3325  Z           -   3,196,844.863 (meters)                     COMP
 BK3325  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK3325  ELLIP HEIGHT-         -24.21  (meters)          (02/20/02) GPS OBS
 BK3325  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3325
 BK3325  HORZ ORDER  -  FIRST
 BK3325  ELLP ORDER  -  FOURTH    CLASS I
 BK3325
 BK3325.The horizontal coordinates were established by GPS observations
 BK3325.and adjusted by the National Geodetic Survey in January 1995..
 BK3325
 BK3325 ** The orthometric height has not been validated since last determined
 BK3325 ** by differential leveling and should not be used for control purposes.
 BK3325 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3325 ** area with valid NAVD 88 orthometric heights.
 BK3325 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3325 ** epoch indicated which incorporates improved geoid heights for the
 BK3325 ** Southern Louisiana Subsidence area.
 BK3325 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3325.The orthometric height was determined by GPS observations and a
 BK3325.high-resolution geoid model.
 BK3325
 BK3325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3325
 BK3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3325
 BK3325.The ellipsoidal height was determined by GPS observations
 BK3325.and is referenced to NAD 83.
 BK3325
 BK3325.The geoid height was determined by GEOID03.
 BK3325
 BK3325;                    North         East     Units Scale Factor Converg.
 BK3325;SPC LA S     -   198,242.020   827,174.031   MT  0.99993725   -0 53 53.6
 BK3325;SPC LA S     -   650,399.03  2,713,820.13   sFT  0.99993725   -0 53 53.6
 BK3325;UTM  15      - 3,349,403.283   487,524.307   MT  0.99960192   -0 03 55.4
 BK3325
 BK3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3325!SPC LA S     -   1.00000380  x   0.99993725  =   0.99994105
 BK3325!UTM  15      -   1.00000380  x   0.99960192  =   0.99960572
 BK3325
 BK3325                          SUPERSEDED SURVEY CONTROL
 BK3325
 BK3325  ELLIP H (01/13/95)  -24.12   (m)                       GP(       ) 3 2
 BK3325  NAD 83(1992)-  30 16 34.48436(N)    093 07 46.96140(W) AD(       ) 1
 BK3325  ELLIP H (01/21/93)  -24.12   (m)                       GP(       ) 4 2
 BK3325  NAD 83(1986)-  30 16 34.50569(N)    093 07 46.95556(W) AD(       ) 1
 BK3325  NGVD 29 (05/20/88)    3.3    (m)           11.     (f) GPS OBS        
 BK3325
 BK3325.Superseded values are not recommended for survey control.
 BK3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3325.See file dsdata.txt to determine how the superseded data were derived.
 BK3325
 BK3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8752449403(NAD 83)
 BK3325_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3325_STAMPING: PUJOL 1987
 BK3325_MARK LOGO: NGS   
 BK3325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3325+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 BK3325
 BK3325  HISTORY     - Date     Condition        Report By
 BK3325  HISTORY     - 1987     MONUMENTED       LADTD
 BK3325  HISTORY     - 19910108 GOOD             VFM
 BK3325  HISTORY     - 20021102 GOOD             USPSQD
 BK3325
 BK3325                          STATION DESCRIPTION
 BK3325
 BK3325'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3325'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 BK3325'NORTHEAST OF DOWNTOWN LAKE CHARLES,
 BK3325'3.5 KM (2.2 MI) NORTH OF INTERSTATE HIGHWAY 10, IN THENORTHEAST
 BK3325'ANGLE OF A T-INTERSECTION.
 BK3325'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3325'
 BK3325'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3325'STATE HIGHWAY 379 SOUTH (EXIT 36) (NEAR THE CHENNAULT INDUSTRIAL
 BK3325'AIRPARK), GO NORTH FOR 3.5 KM (2.2 MI) ON PUJOL ROAD TO A PAVED
 BK3325'ROAD RIGHT (JUNCTION OF STATE HIGHWAY 3059) AND THE STATION ON THE
 BK3325'RIGHT.
 BK3325'
 BK3325'THE STATION IS A STANDARD NGS DISK
 BK3325'STAMPED---PUJOL 1987---,
 BK3325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3325'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3325'22.8 METERS (75 FT) NORTH FROM THE CENTER OF HIGHWAY 3059,
 BK3325'21.8 METERS (71.5 FT) EAST FROM THE CENTER OF PUJOL ROAD,
 BK3325'9.3 METERS (30.5 FT) NORTH-NORTHWEST FROM A WITER LINE PIPE,
 BK3325'0.9 METERS (3 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST IN A
 BK3325'BARBED WIRE FENCE,
 BK3325'12.1 METERS (39.5 FT) SOUTHEAST FROM A RIGHT-OF-WAY POST AT A FENCE
 BK3325'CORNER AND
 BK3325'16.2 METERS (53 FT) NORTHWEST FROM A RIGHT-OF-WAY POST AT A FENCE
 BK3325'CORNER.
 BK3325'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3325'STAMPED---PUJOL 1987---,
 BK3325'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3325'
 BK3325'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3325'STAMPED---PUJOL 1987---,
 BK3325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3325'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3325'11.7 METERS (38.5 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BK3325'0.8 METERS (2.5 FT) NORTH FROM A FIBERGLASS WITNESS POST IN A
 BK3325'BARBED WIRE FENCE,
 BK3325'2.9 METERS (9.5 FT) WEST-NORTHWEST FROM A UTILITY POLE WITH A
 BK3325'TRANSFORMER,
 BK3325'2.2 METERS (7 FT) EAST FROM THE EXTEDNED WEST SIDE OF A CARPORT TO
 BK3325'A HOUSE ACROSS THE HIGHWAY AND
 BK3325'10.8 METERS (35.5 FT) SOUTHWEST FROM A 15-CM MAILBOX POST
 BK3325'SUPPORTING THE LANDRY MAILBOX.
 BK3325'TO REACH THE AZIMUTH FROM THE STATION,
 BK3325'GO EAST FOR 0.5 KM (0.3 MI) ON HIGHWAY 3059 TO THE MARK ON THE
 BK3325'RIGHT, ACROSS THE HIGHWAY FROM A SMALL FRAME HOUSE.
 BK3325
 BK3325                          STATION RECOVERY (1991)
 BK3325
 BK3325'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3325'RECOVERED AS DESCRIBED. IN THE TO REACH PORTION OF THE ORIGINAL
 BK3325'DESCRIPTION, STATE HIGHWAY 379 SHOULD BE STATE HIGHWAY 397.
 BK3325
 BK3325                          STATION RECOVERY (2002)
 BK3325
 BK3325'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMG)
 BK3325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3326 ***********************************************************************
 BK3326  DESIGNATION -  PUJOL AZ MK
 BK3326  PID         -  BK3326
 BK3326  STATE/COUNTY-  LA/CALCASIEU
 BK3326  USGS QUAD   -  HECKER (1994)
 BK3326
 BK3326                         *CURRENT SURVEY CONTROL
 BK3326  ___________________________________________________________________
 BK3326* NAD 83(1992)-  30 16 33.44623(N)    093 07 28.36470(W)     ADJUSTED  
 BK3326* NAVD 88     -         4.   **(meters)      13.   **(feet)  VERTCON   
 BK3326  **This station is located in a subsidence area (see below).
 BK3326  ___________________________________________________________________
 BK3326  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK3326  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3326
 BK3326  HORZ ORDER  -  SECOND
 BK3326
 BK3326.The horizontal coordinates were established by classical geodetic methods
 BK3326.and adjusted by the National Geodetic Survey in January 1993..
 BK3326.No horizontal observational check was made to the station.
 BK3326
 BK3326 ** The orthometric height has not been validated since last determined
 BK3326 ** by differential leveling and should not be used for control purposes.
 BK3326 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3326 ** area with valid NAVD 88 orthometric heights.
 BK3326 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3326 ** epoch indicated which incorporates improved geoid heights for the
 BK3326 ** Southern Louisiana Subsidence area.
 BK3326 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3326
 BK3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3326
 BK3326.The geoid height was determined by GEOID03.
 BK3326
 BK3326;                    North         East     Units Scale Factor Converg.
 BK3326;SPC LA S     -   198,202.366   827,670.586   MT  0.99993722   -0 53 44.3
 BK3326;SPC LA S     -   650,268.93  2,715,449.25   sFT  0.99993722   -0 53 44.3
 BK3326;UTM  15      - 3,349,370.862   488,021.220   MT  0.99960177   -0 03 46.1
 BK3326
 BK3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3326!SPC LA S     -   1.00000366  x   0.99993722  =   0.99994087
 BK3326!UTM  15      -   1.00000366  x   0.99960177  =   0.99960542
 BK3326
 BK3326                          SUPERSEDED SURVEY CONTROL
 BK3326
 BK3326  NAD 83(1986)-  30 16 33.46728(N)    093 07 28.35888(W) AD(       ) 2
 BK3326  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3326
 BK3326.Superseded values are not recommended for survey control.
 BK3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3326.See file dsdata.txt to determine how the superseded data were derived.
 BK3326
 BK3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8802149371(NAD 83)
 BK3326_MARKER: DZ = AZIMUTH MARK DISK
 BK3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3326_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3326+STABILITY: SURFACE MOTION
 BK3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3326+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2005
 BK3326
 BK3326  HISTORY     - Date     Condition        Report By
 BK3326  HISTORY     - 1987     MONUMENTED       LADTD
 BK3326  HISTORY     - 20050214 GOOD             USPSQD
 BK3326
 BK3326                          STATION DESCRIPTION
 BK3326
 BK3326'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3326'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 BK3326'NORTHEAST OF DOWNTOWN LAKE CHARLES,
 BK3326'3.5 KM (2.2 MI) NORTH OF INTERSTATE HIGHWAY 10.
 BK3326'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3326'
 BK3326'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK3326'STATE HIGHWAY 379 SOUTH (EXIT 36), GO NORTH FOR
 BK3326'3.5 KM (2.2 MI) ON PUJOL ROAD (HIGHWAY 379) TO A PAVED ROAD ON THE
 BK3326'RIGHT (STATE HIGHWAY 3059).
 BK3326'TURN RIGHT AND GO EAST FOR 0.51 KM (0.3 MI) ON HIGHWAY 3059 TO THE
 BK3326'MARK ON THE RIGHT ACROSS FROM A SMALL FRAME HOUSE.
 BK3326'
 BK3326'THE STATION IS A STANDARD NGS DISK
 BK3326'STAMPED---PUJOL 1987---,
 BK3326'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3326'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3326'11.7 METERS (38.5 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BK3326'10.8 METERS (35.4 FT) SOUTHWEST FROM THE LANDRY MAILBOX POST,
 BK3326'2.9 METERS (9.5 FT) WEST-NORTHWEST FROM A UTILITY POLE WITH A
 BK3326'TRANSFORMER ATTACHED,
 BK3326'2.2 METERS (7.2 FT) EAST FROM THE EXTENDED WEST SIDE OF A CARPORT
 BK3326'ACROSS THE HIGHWAY AND
 BK3326'0.8 METERS (2.6 FT) NORTH FROM A METAL WITNESS POST.
 BK3326
 BK3326                          STATION RECOVERY (2005)
 BK3326
 BK3326'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BK3326'DISK COVERED WITH APPROXIMATELY 1/2 INCH OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2156 ***********************************************************************
 AU2156  DESIGNATION -  PUMP
 AU2156  PID         -  AU2156
 AU2156  STATE/COUNTY-  LA/JEFFERSON
 AU2156  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2156
 AU2156                         *CURRENT SURVEY CONTROL
 AU2156  ___________________________________________________________________
 AU2156* NAD 83(1992)-  29 47 58.46727(N)    090 07 22.85371(W)     ADJUSTED  
 AU2156* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2156  **This station is located in a subsidence area (see below).
 AU2156  ___________________________________________________________________
 AU2156  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU2156  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU2156  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AU2156  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 AU2156  OBS GRAVITY -     979,307.2   (mgal)                       GRAV_OBS
 AU2156
 AU2156  HORZ ORDER  -  FIRST
 AU2156  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2156
 AU2156.The horizontal coordinates were established by classical geodetic methods
 AU2156.and adjusted by the National Geodetic Survey in January 1993..
 AU2156
 AU2156 ** The orthometric height has not been validated since last determined
 AU2156 ** by differential leveling and should not be used for control purposes.
 AU2156 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2156 ** area with valid NAVD 88 orthometric heights.
 AU2156 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2156 ** epoch indicated which incorporates improved geoid heights for the
 AU2156 ** Southern Louisiana Subsidence area.
 AU2156 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2156.The orthometric height was scaled from a topographic map.
 AU2156.The vertical order pertains to the first NAVD 88 superseded value.
 AU2156
 AU2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2156
 AU2156.The geoid height was determined by GEOID03.
 AU2156
 AU2156.The dynamic height is computed by dividing the NAVD 88
 AU2156.geopotential number by the normal gravity value computed on the
 AU2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2156.degrees latitude (g = 980.6199 gals.).
 AU2156
 AU2156.The modeled gravity was interpolated from observed gravity values.
 AU2156.The observed gravity was obtained from relative gravimeter ties
 AU2156.to the IGSN71 gravity network.
 AU2156
 AU2156;                    North         East     Units Scale Factor Converg.
 AU2156;SPC LA S     -   144,668.585 1,117,002.924   MT  0.99993188   +0 36 18.6
 AU2156;SPC LA S     -   474,633.52  3,664,700.43   sFT  0.99993188   +0 36 18.6
 AU2156;UTM  15      - 3,300,048.542   778,094.002   MT  1.00055430   +1 25 50.5
 AU2156
 AU2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2156!SPC LA S     -   1.00000384  x   0.99993188  =   0.99993572
 AU2156!UTM  15      -   1.00000384  x   1.00055430  =   1.00055815
 AU2156
 AU2156:                Primary Azimuth Mark                     Grid Az
 AU2156:SPC LA S     -  PUMP AZ MK                               026 12 18.2
 AU2156:UTM  15      -  PUMP AZ MK                               025 22 46.3
 AU2156
 AU2156|---------------------------------------------------------------------|
 AU2156| PID    Reference Object                     Distance      Geod. Az  |
 AU2156|                                                           dddmmss.s |
 AU2156| AU2154 PUMP AZ MK                                         0264836.8 |
 AU2156| AT1344 BELLE CHASSE MUNICIPAL TANK         APPROX.12.6 KM 0702451.0 |
 AU2156| AU2742 BELLE CHASSE CALLENDER FLD TNK      APPROX.10.4 KM 0714615.8 |
 AU2156| AU2155 PUMP RM 1                            38.283 METERS 08224     |
 AU2156| AU2157 PUMP RM 2                            31.233 METERS 20237     |
 AU2156|---------------------------------------------------------------------|
 AU2156
 AU2156                          SUPERSEDED SURVEY CONTROL
 AU2156
 AU2156  NAD 83(1986)-  29 47 58.48255(N)    090 07 22.85520(W) AD(       ) 1
 AU2156  NAD 27      -  29 47 57.73240(N)    090 07 22.58911(W) AD(       ) 1
 AU2156  NAVD 88 (02/14/94)    1.085  (m)            3.56   (f) UNKNOWN     1 2
 AU2156  NGVD 29 (??/??/??)    1.178  (m)            3.86   (f) ADJUSTED    1 2
 AU2156
 AU2156.Superseded values are not recommended for survey control.
 AU2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2156.See file dsdata.txt to determine how the superseded data were derived.
 AU2156
 AU2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7809400049(NAD 83)
 AU2156_MARKER: DS = TRIANGULATION STATION DISK
 AU2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2156_SP_SET: CONCRETE POST
 AU2156_STAMPING: PUMP 1966
 AU2156_MARK LOGO: CGS   
 AU2156_PROJECTION: FLUSH
 AU2156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2156+STABILITY: SURFACE MOTION
 AU2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU2156+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 AU2156
 AU2156  HISTORY     - Date     Condition        Report By
 AU2156  HISTORY     - 1966     MONUMENTED       CGS
 AU2156  HISTORY     - 1972     GOOD             NGS
 AU2156  HISTORY     - 1984     GOOD             NGS
 AU2156  HISTORY     - 1984     GOOD             LA-051
 AU2156  HISTORY     - 19940826 GOOD             NGS
 AU2156  HISTORY     - 20050506 GOOD             AERODA
 AU2156
 AU2156                          STATION DESCRIPTION
 AU2156
 AU2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2156'STATION IS ABOUT 8 MILES SOUTH-SOUTHWEST OF GRETNA, 9 MILES
 AU2156'WEST-SOUTHWEST OF BELLE CHASSE, 9 MILES NORTH OF LAFITTE, AT
 AU2156'THE NORTHEAST CORNER OF JEFFERSON PARISH WATER WORKS PUMPING
 AU2156'STATION AND ON THE HIGHWAY RIGHT-OF-WAY.
 AU2156'
 AU2156'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 (WEST BANK
 AU2156'EXPRESSWAY) AND STATE HIGHWAY 45 ABOUT 1 MILE WEST OF THE HARVEY
 AU2156'CANAL GO SOUTH ON HIGHWAY 45 FOR 3.2 MILES TO A CROSSROAD
 AU2156'(AMES BOULEVARD).  CONTINUE SOUTHERLY ON HIGHWAY 45 FOR 4.3 MILES
 AU2156'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE
 AU2156'HIGHWAY FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 AU2156'
 AU2156'STATION MARKS ARE STANDARD DISKS STAMPED PUMP 1966.  THE SURFACE
 AU2156'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 AU2156'THE SURFACE OF THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER OF
 AU2156'A MANHOLE COVER, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AU2156'THE FENCE AROUND THE PUMPING STATION, 39 FEET WEST OF THE
 AU2156'CENTERLINE OF THE HIGHWAY AND 47 FEET NORTHEAST OF A 24 INCH
 AU2156'WATER OAK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AU2156'OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 AU2156'
 AU2156'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PUMP NO 1 1966,
 AU2156'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AU2156'SURFACE OF THE GROUND.  IT IS 1 FOOT NORTH OF A METAL WITNESS
 AU2156'POST, 3 FEET SOUTHWEST OF POWER POLE NO. 196 AND 73 FEET EAST OF
 AU2156'THE CENTERLINE OF THE HIGHWAY.
 AU2156'
 AU2156'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PUMP NO 2 1966,
 AU2156'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AU2156'SURFACE OF THE GROUND.  IT IS 4 FEET EAST OF A POWER POLE, 16
 AU2156'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE AND 49
 AU2156'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 AU2156'
 AU2156'AZIMUTH MARK, A STANDARD DISK STAMPED PUMP 1966, IS SET IN A
 AU2156'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 1.5 FEET
 AU2156'WEST OF A METAL WITNESS POST AND 32 FEET WEST OF THE CENTERLINE
 AU2156'OF STATE HIGHWAY 45.
 AU2156'
 AU2156'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 AU2156
 AU2156                          STATION RECOVERY (1972)
 AU2156
 AU2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2156'MEASUREMENTS WERE MADE WITH A 300 FOOT TAPE HOLDING 10 KGS.
 AU2156'TENSION.
 AU2156'
 AU2156'NO MEASUREMENT BETWEEN THE R.M.S DUE TO HEAVY BRUSH ON LINE.
 AU2156'
 AU2156'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 AU2156'RECOVERED AND FOUND IN GOOD CONDITION.
 AU2156'
 AU2156'THE HORIZONTAL DIRECTIONS AND THE DISTANCE TO THE REFERENCE
 AU2156'MARKS CHECKED ADEQUATE.
 AU2156'
 AU2156'TO REACH THE STATION AND THE WRITE UP ON THE MARKS ARE COMPLETELY
 AU2156'ADEQUATE TO THE 1966 DESCRIPTION.
 AU2156'
 AU2156'HEIGHT OF LIGHT ABOVE STATION MARK 126.0 FEET.
 AU2156'
 AU2156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AU2156'NORTH OF LA FITTE.
 AU2156
 AU2156                          STATION RECOVERY (1984)
 AU2156
 AU2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU2156'5.3 KM (3.3 MI) NNW FROM MARRERO.
 AU2156'1.8 KM (1.1 MI) NORTH ALONG HIGHWAY 3134 FROM THE CENTER OF THE BRIDGE
 AU2156'OF THE INTERCOASTAL WATERWAY WHICH IS ABOUT 12.9 KM (8.0 MI) SOUTH OF
 AU2156'MARRERO AND 8.0 KM (5.0 MI) NORTH OF LAFITTE, THENCE 3.5 KM (2.2 MI)
 AU2156'NORTHWEST ALONG STATE HIGHWAY 45 AT A WATERWORKS PUMPING STATION,
 AU2156'11.88 METERS (39.0 FT) WEST OF THE CENTER LINE OF HIGHWAY 45,
 AU2156'11.58 METERS (38.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A FENCE
 AU2156'AROUND THE PUMPING STATION, 8.22 METERS (27.0 FT) NORTH OF THE CENTER
 AU2156'OF A IRON MANHOLE COVER AND 31.23 METERS (102.47 FT) NORTH-NORTHEAST
 AU2156'OF PUMP RM 2.
 AU2156'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 AU2156'THE MARK IS 0.40 M BELOW HIGHWAY 45.
 AU2156
 AU2156                          STATION RECOVERY (1984)
 AU2156
 AU2156'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2156'RECOVERED IN GOOD CONDITION.
 AU2156
 AU2156                          STATION RECOVERY (1994)
 AU2156
 AU2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2156'7.7 KM (4.80 MI) SOUTHERLY ALONG STATE HIGHWAY 45 (BARATARIA
 AU2156'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 3134 IN MARRERO, 31.3 M
 AU2156'(102.7 FT) NORTH-NORTHEAST OF REFERENCE MARK 2, 11.6 M (38.1 FT) WEST
 AU2156'OF THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) NORTHEAST OF THE NORTHEAST
 AU2156'CORNER OF A CHAIN-LINK FENCE ENCLOSING A PUMPING STATION, 0.4 M (1.3
 AU2156'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS
 AU2156'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AU2156
 AU2156                          STATION RECOVERY (2005)
 AU2156
 AU2156'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 AU2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3338 ***********************************************************************
 AU3338  DESIGNATION -  PUMP AZ MK
 AU3338  PID         -  AU3338
 AU3338  STATE/COUNTY-  LA/ORLEANS
 AU3338  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3338
 AU3338                         *CURRENT SURVEY CONTROL
 AU3338  ___________________________________________________________________
 AU3338* NAD 83(1992)-  29 58 55.36039(N)    090 01 32.78759(W)     ADJUSTED  
 AU3338* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3338  **This station is located in a subsidence area (see below).
 AU3338  ___________________________________________________________________
 AU3338  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AU3338  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU3338  DYNAMIC HT  -           1.4   (meters)       5.    (feet)  COMP
 AU3338  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 AU3338
 AU3338  HORZ ORDER  -  SECOND
 AU3338  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3338
 AU3338.The horizontal coordinates were established by classical geodetic methods
 AU3338.and adjusted by the National Geodetic Survey in January 1993..
 AU3338.No horizontal observational check was made to the station.
 AU3338
 AU3338 ** The orthometric height has not been validated since last determined
 AU3338 ** by differential leveling and should not be used for control purposes.
 AU3338 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3338 ** area with valid NAVD 88 orthometric heights.
 AU3338 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3338 ** epoch indicated which incorporates improved geoid heights for the
 AU3338 ** Southern Louisiana Subsidence area.
 AU3338 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3338.The orthometric height was scaled from a topographic map.
 AU3338.The vertical order pertains to the first NAVD 88 superseded value.
 AU3338
 AU3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3338
 AU3338.The geoid height was determined by GEOID03.
 AU3338
 AU3338.The dynamic height is computed by dividing the NAVD 88
 AU3338.geopotential number by the normal gravity value computed on the
 AU3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3338.degrees latitude (g = 980.6199 gals.).
 AU3338
 AU3338.The modeled gravity was interpolated from observed gravity values.
 AU3338
 AU3338;                    North         East     Units Scale Factor Converg.
 AU3338;SPC LA S     -   164,996.034 1,126,172.109   MT  0.99992580   +0 39 13.7
 AU3338;SPC LA S     -   541,324.49  3,694,782.99   sFT  0.99992580   +0 39 13.7
 AU3338;UTM  15      - 3,320,520.043   786,973.785   MT  1.00061619   +1 29 14.4
 AU3338;UTM  16      - 3,320,650.366   208,050.134   MT  1.00065175   -1 30 47.3
 AU3338
 AU3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3338!SPC LA S     -   1.00000388  x   0.99992580  =   0.99992968
 AU3338!UTM  15      -   1.00000388  x   1.00061619  =   1.00062007
 AU3338!UTM  16      -   1.00000388  x   1.00065175  =   1.00065563
 AU3338
 AU3338                          SUPERSEDED SURVEY CONTROL
 AU3338
 AU3338  NAD 83(1986)-  29 58 55.37700(N)    090 01 32.78671(W) AD(       ) 2
 AU3338  NAVD 88 (02/14/94)    1.429  (m)            4.69   (f) UNKNOWN     1 2
 AU3338  NGVD 29 (05/21/91)    1.489  (m)            4.89   (f) ADJUSTED    1 2
 AU3338
 AU3338.Superseded values are not recommended for survey control.
 AU3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3338.See file dsdata.txt to determine how the superseded data were derived.
 AU3338
 AU3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8697420520(NAD 83)
 AU3338_MARKER: DZ = AZIMUTH MARK DISK
 AU3338_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AU3338_SP_SET: FOOTING
 AU3338_STAMPING: PUMP OPE 1988
 AU3338_MARK LOGO: NGS   
 AU3338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3338+STABILITY: SURFACE MOTION
 AU3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3338+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1994
 AU3338
 AU3338  HISTORY     - Date     Condition        Report By
 AU3338  HISTORY     - 1988     MONUMENTED       LADTD
 AU3338  HISTORY     - 19910131 GOOD             NGS
 AU3338  HISTORY     - 19941104 GOOD             NGS
 AU3338  HISTORY     - 20060422 MARK NOT FOUND   NGS
 AU3338
 AU3338                          STATION DESCRIPTION
 AU3338
 AU3338'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3338'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) WEST OF THE ORLEANS AND
 AU3338'ST BERNARD PARISH LINE AND ABOUT 1.6 KM (1.00 MI) NORTH OF THE INNER
 AU3338'HARBOR NAVIGATION CANAL.  OWNERSHIP--CITY OF NEW ORLEANS.
 AU3338'TO REACH THE STATION FROM THE JUNCTION OF THE INNER HARBOR NAVIGATION
 AU3338'CANAL AND FLORIDA AVE DRAW BRIDGE, GO WEST ON FLORIDA AVE FOR 0.3 KM
 AU3338'(0.20 MI) TO THE STATION ON THE LEFT.
 AU3338'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CONCRETE LEG
 AU3338'FOUNDATION FOR A FOUR LEGGED STEEL TRANSMISSION TOWER, 28 M (91.9 FT)
 AU3338'SOUTH FROM THE CENTER OF FLORIDA AVE, 17.7 M (58.1 FT) NORTH FROM THE
 AU3338'NORTH RAIL OF THE MAIN RAILROAD TRACKS AND 0.3 M (1.0 FT) SOUTH FROM
 AU3338'THE SOUTHWEST LEG OF THE TOWER.
 AU3338
 AU3338                          STATION RECOVERY (1991)
 AU3338
 AU3338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AU3338'0.3 KM (0.2 MI) WESTERLY ALONG FLORIDA AVENUE FROM THE JUNCTION OF
 AU3338'THE INNER HARBOR NAVIGATIONAL CANAL IN NEW ORLEANS, IN THE CONCRETE
 AU3338'FOOTING FOR THE SOUTHWEST LEG OF A HIGH LINE TOWER, 28.0 M (91.9 FT)
 AU3338'SOUTH OF THE AVENUE CENTER, 17.7 M (58.1 FT) NORTH OF THE NEAR RAIL
 AU3338'OF THE SOUTHERN RAILROAD, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 AU3338'AVENUE, AND 0.3 M (1.0 FT) SOUTH OF THE TOWER LEG.
 AU3338
 AU3338                          STATION RECOVERY (1994)
 AU3338
 AU3338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3338'0.4 KM (0.25 MI) WESTERLY ALONG FLORIDA AVENUE FROM THE JUNCTION OF
 AU3338'THE INNER HARBOR NAVIGATIONAL CANAL IN NEW ORLEANS, IN A CONCRETE
 AU3338'FOOTING FOR THE SOUTHWEST LEG OF A HIGH LINE TOWER, 28.0 M (91.9 FT)
 AU3338'SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE AVENUE, 17.7 M (58.1
 AU3338'FT) NORTH OF THE NEAR RAIL OF THE SOUTHERN RAILROAD, 0.6 M (2.0 FT)
 AU3338'ABOVE THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) SOUTH OF THE TOWER
 AU3338'LEG.
 AU3338
 AU3338                          STATION RECOVERY (2006)
 AU3338
 AU3338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU3338'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2746 ***********************************************************************
 AU2746  DESIGNATION -  PUMPHOUSE STACK
 AU2746  PID         -  AU2746
 AU2746  STATE/COUNTY-  LA/JEFFERSON
 AU2746  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2746
 AU2746                         *CURRENT SURVEY CONTROL
 AU2746  ___________________________________________________________________
 AU2746* NAD 83(1992)-  29 50 15.25329(N)    090 03 23.51449(W)     ADJUSTED  
 AU2746* NAVD 88     -                                                        
 AU2746  **This station is located in a subsidence area (see below).
 AU2746  ___________________________________________________________________
 AU2746  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2746  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU2746
 AU2746  HORZ ORDER  -  THIRD
 AU2746
 AU2746.The horizontal coordinates were established by classical geodetic methods
 AU2746.and adjusted by the National Geodetic Survey in January 1993..
 AU2746
 AU2746 ** The orthometric height has not been validated since last determined
 AU2746 ** by differential leveling and should not be used for control purposes.
 AU2746 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2746 ** area with valid NAVD 88 orthometric heights.
 AU2746 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2746 ** epoch indicated which incorporates improved geoid heights for the
 AU2746 ** Southern Louisiana Subsidence area.
 AU2746 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2746
 AU2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2746
 AU2746.The geoid height was determined by GEOID03.
 AU2746
 AU2746;                    North         East     Units Scale Factor Converg.
 AU2746;SPC LA S     -   148,949.627 1,123,382.741   MT  0.99992978   +0 38 18.3
 AU2746;SPC LA S     -   488,678.90  3,685,631.54   sFT  0.99992978   +0 38 18.3
 AU2746;UTM  15      - 3,304,423.963   784,415.496   MT  1.00059818   +1 27 55.8
 AU2746;UTM  16      - 3,304,708.969   204,654.450   MT  1.00067639   -1 31 18.7
 AU2746
 AU2746                          SUPERSEDED SURVEY CONTROL
 AU2746
 AU2746  NAD 83(1986)-  29 50 15.26841(N)    090 03 23.51575(W) AD(       ) 4
 AU2746  NAD 27      -  29 50 14.52198(N)    090 03 23.25669(W) AD(       ) 3
 AU2746
 AU2746.Superseded values are not recommended for survey control.
 AU2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2746.See file dsdata.txt to determine how the superseded data were derived.
 AU2746
 AU2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8441504424(NAD 83)
 AU2746_MARKER: 63 = STACK
 AU2746
 AU2746  HISTORY     - Date     Condition        Report By
 AU2746  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2746
 AU2746                          STATION DESCRIPTION
 AU2746
 AU2746'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2746'THE POINT OF OBSERVATION WAS THE STACK AT THE PUMPING STATION
 AU2746'AT THE INTERSECTION OF THE HARVEY CANAL AND BAYOU BARATARIA.
 AU2746'THE STACK IS APPROXIMATELY 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2832 ***********************************************************************
 CQ2832  DESIGNATION -  PUNKIN CENTER MUN TANK
 CQ2832  PID         -  CQ2832
 CQ2832  STATE/COUNTY-  LA/JACKSON
 CQ2832  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ2832
 CQ2832                         *CURRENT SURVEY CONTROL
 CQ2832  ___________________________________________________________________
 CQ2832* NAD 83(1992)-  32 19 14.76196(N)    092 42 08.30887(W)     ADJUSTED  
 CQ2832* NAVD 88     -                                                        
 CQ2832  ___________________________________________________________________
 CQ2832  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CQ2832  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ2832
 CQ2832  HORZ ORDER  -  THIRD
 CQ2832
 CQ2832.The horizontal coordinates were established by classical geodetic methods
 CQ2832.and adjusted by the National Geodetic Survey in January 1993..
 CQ2832
 CQ2832
 CQ2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2832
 CQ2832.The geoid height was determined by GEOID03.
 CQ2832
 CQ2832;                    North         East     Units Scale Factor Converg.
 CQ2832;SPC LA N     -   201,897.291   980,951.298   MT  0.99993940   -0 06 25.1
 CQ2832;SPC LA N     -   662,391.36  3,218,337.72   sFT  0.99993940   -0 06 25.1
 CQ2832;UTM  15      - 3,576,030.139   528,020.320   MT  0.99960968   +0 09 33.0
 CQ2832
 CQ2832                          SUPERSEDED SURVEY CONTROL
 CQ2832
 CQ2832  NAD 83(1986)-  32 19 14.77508(N)    092 42 08.29941(W) AD(       ) 4
 CQ2832  NAD 27      -  32 19 14.21989(N)    092 42 07.75267(W) AD(       ) 3
 CQ2832
 CQ2832.Superseded values are not recommended for survey control.
 CQ2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2832.See file dsdata.txt to determine how the superseded data were derived.
 CQ2832
 CQ2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2802076030(NAD 83)
 CQ2832_MARKER: 53 = ELEVATED TANK
 CQ2832
 CQ2832  HISTORY     - Date     Condition        Report By
 CQ2832  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2832
 CQ2832                          STATION DESCRIPTION
 CQ2832
 CQ2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2832'PUNKIN CENTER HILLTOP MUNICIPAL WATER TANK IS
 CQ2832'LOCATED 2 MILES SOUTHEAST OF QUITMAN.  IT IS AN ELEVATED GLOBAL
 CQ2832'SHAPED TANK, PAINTED SILVER, SUPPORTED BY A THREE-LEGGED STEEL
 CQ2832'STRUCTURE WITH AN OVERALL HEIGHT OF 110 FEET.
 CQ2832'
 CQ2832'TO REACH FROM THE POST OFFICE IN QUITMAN, GO EAST AND SOUTH ON
 CQ2832'HIGHWAY 167 FOR 2.75 MILES TO THE TANK ON THE RIGHT.
 CQ2832'
 CQ2832'THE POINT INTERSECTED IS THE BALL AT THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2495 ***********************************************************************
 AU2495  DESIGNATION -  PURE 32 A
 AU2495  PID         -  AU2495
 AU2495  STATE/COUNTY-  LA/ST MARY
 AU2495  USGS QUAD   -  
 AU2495
 AU2495                         *CURRENT SURVEY CONTROL
 AU2495  ___________________________________________________________________
 AU2495* NAD 83(1992)-  29 18 39.60211(N)    091 32 11.97112(W)     ADJUSTED  
 AU2495* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2495  ___________________________________________________________________
 AU2495  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU2495  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AU2495
 AU2495  HORZ ORDER  -  SECOND
 AU2495
 AU2495.The horizontal coordinates were established by classical geodetic methods
 AU2495.and adjusted by the National Geodetic Survey in January 1993..
 AU2495
 AU2495.The orthometric height was scaled from a topographic map.
 AU2495
 AU2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2495
 AU2495.The geoid height was determined by GEOID03.
 AU2495
 AU2495;                    North         East     Units Scale Factor Converg.
 AU2495;SPC LA S     -    89,914.486   980,247.855   MT  0.99999769   -0 06 06.0
 AU2495;SPC LA S     -   294,994.44  3,216,029.84   sFT  0.99999769   -0 06 06.0
 AU2495;UTM  15      - 3,243,331.143   642,108.717   MT  0.99984919   +0 42 59.4
 AU2495
 AU2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2495!SPC LA S     -   1.00000389  x   0.99999769  =   1.00000158
 AU2495!UTM  15      -   1.00000389  x   0.99984919  =   0.99985308
 AU2495
 AU2495|---------------------------------------------------------------------|
 AU2495| PID    Reference Object                     Distance      Geod. Az  |
 AU2495|                                                           dddmmss.s |
 AU2495| CV9313 PURE 32 A RM 4                       20.593 METERS 01106     |
 AU2495| AU2464 RBN POINT AU FER REEF               APPROX.16.3 KM 0651835.6 |
 AU2495| CV9312 PURE 32 A RM 3                       19.414 METERS 06900     |
 AU2495| CV9310 PURE 32 A RM 1                       18.951 METERS 06921     |
 AU2495| AU2497 SUN 33 A                            APPROX. 1.7 KM 0890007.5 |
 AU2495| AU2493 PURE OIL COMPANY WELL E 4           APPROX. 1.3 KM 1484646.0 |
 AU2495| AU2494 PURE OIL COMPANY WELL B 1           APPROX. 3.9 KM 2263937.3 |
 AU2495| CV9311 PURE 32 A RM 2                       13.856 METERS 35000     |
 AU2495|---------------------------------------------------------------------|
 AU2495
 AU2495                          SUPERSEDED SURVEY CONTROL
 AU2495
 AU2495  NAD 83(1986)-  29 18 39.62954(N)    091 32 11.97032(W) AD(       ) 2
 AU2495  NAD 27      -  29 18 38.83700(N)    091 32 11.56100(W) AD(       ) 2
 AU2495
 AU2495.Superseded values are not recommended for survey control.
 AU2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2495.See file dsdata.txt to determine how the superseded data were derived.
 AU2495
 AU2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4210943331(NAD 83)
 AU2495_MARKER: 67 = OIL DERRICK
 AU2495
 AU2495  HISTORY     - Date     Condition        Report By
 AU2495  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2495
 AU2495                          STATION DESCRIPTION
 AU2495
 AU2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2495'THE STATION IS THE TOP OF A DERRICK, ON A PLATFORM OF THE
 AU2495'PURE OIL COMPANY.
 AU2495'
 AU2495'IT IS LOCATED IN THE GULF OF MEXICO, ABOUT 15 MILES OFFSHORE,
 AU2495'AND ABOUT 10 MILES SOUTHWEST OF THE EUGENE ISLAND LIGHTHOUSE,
 AU2495'IN BLOCK 32, SL 833.  THE DERRICK IS ABOUT 1/4 MILE SOUTH OF
 AU2495'BASE A PLATFORM WHICH IS THE HEADQUARTERS, IN THE GULF OF MEXICO,
 AU2495'FOR THE PURE OIL COMPANY.
 AU2495'
 AU2495'THE TOP AND CENTER OF THE DERRICK WAS THE POINT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2519 ***********************************************************************
 AU2519  DESIGNATION -  PURE 47 NORTHWEST LIGHT
 AU2519  PID         -  AU2519
 AU2519  STATE/COUNTY-  LA/ST MARY
 AU2519  USGS QUAD   -  
 AU2519
 AU2519                         *CURRENT SURVEY CONTROL
 AU2519  ___________________________________________________________________
 AU2519* NAD 83(1992)-  29 17 20.49385(N)    091 50 57.08074(W)     ADJUSTED  
 AU2519* NAVD 88     -                                                        
 AU2519  ___________________________________________________________________
 AU2519  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU2519  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AU2519
 AU2519  HORZ ORDER  -  THIRD
 AU2519
 AU2519.The horizontal coordinates were established by classical geodetic methods
 AU2519.and adjusted by the National Geodetic Survey in January 1993..
 AU2519
 AU2519
 AU2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2519
 AU2519.The geoid height was determined by GEOID03.
 AU2519
 AU2519;                    North         East     Units Scale Factor Converg.
 AU2519;SPC LA S     -    87,574.115   949,876.096   MT  1.00000234   -0 15 28.6
 AU2519;SPC LA S     -   287,316.08  3,116,385.16   sFT  1.00000234   -0 15 28.6
 AU2519;UTM  15      - 3,240,557.144   611,779.614   MT  0.99975418   +0 33 47.0
 AU2519
 AU2519                          SUPERSEDED SURVEY CONTROL
 AU2519
 AU2519  NAD 83(1986)-  29 17 20.52297(N)    091 50 57.07114(W) AD(       ) 4
 AU2519  NAD 27      -  29 17 19.72000(N)    091 50 56.64000(W) AD(       ) 3
 AU2519
 AU2519.Superseded values are not recommended for survey control.
 AU2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2519.See file dsdata.txt to determine how the superseded data were derived.
 AU2519
 AU2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1178040557(NAD 83)
 AU2519_MARKER: 14 = NAVIGATION LIGHT
 AU2519
 AU2519  HISTORY     - Date     Condition        Report By
 AU2519  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2519
 AU2519                          STATION DESCRIPTION
 AU2519
 AU2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2519'THE STATION IS IN THE GULF OF MEXICO, IN THE EUGENE ISLAND
 AU2519'AREA, IN BLOCK NO. 47, STATE LEASE 1079, FEDRAL LEASE OCS 0317.
 AU2519'
 AU2519'IT IS A WHITE FLASHING LIGHT ON A DOLPHIN WHICH IS IN THE
 AU2519'NORTHWEST CORNER OF A RECTANGULAR AREA (86 FT. BY 168 FT.)
 AU2519'FORMED BY TWO ROWS OF DOLPHINS (5 TO A ROW) WHICH SURROUNDS
 AU2519'PURE OIL COMPANY WELL NO. A- 1.  THE ELEVATION OF THE LIGHT
 AU2519'IS APPROXIMATELY 18 FEET.
 AU2519'
 AU2519'THE STATION IS AAPRXIMATELY 89 FEET NORTHWEST OF STATION
 AU2519'PURE 47, SOUTHEAST LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2520 ***********************************************************************
 AU2520  DESIGNATION -  PURE 47 SOUTHEAST LIGHT
 AU2520  PID         -  AU2520
 AU2520  STATE/COUNTY-  LA/ST MARY
 AU2520  USGS QUAD   -  
 AU2520
 AU2520                         *CURRENT SURVEY CONTROL
 AU2520  ___________________________________________________________________
 AU2520* NAD 83(1992)-  29 17 19.18585(N)    091 50 55.52378(W)     ADJUSTED  
 AU2520* NAVD 88     -                                                        
 AU2520  ___________________________________________________________________
 AU2520  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU2520  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AU2520
 AU2520  HORZ ORDER  -  THIRD
 AU2520
 AU2520.The horizontal coordinates were established by classical geodetic methods
 AU2520.and adjusted by the National Geodetic Survey in January 1993..
 AU2520
 AU2520
 AU2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2520
 AU2520.The geoid height was determined by GEOID03.
 AU2520
 AU2520;                    North         East     Units Scale Factor Converg.
 AU2520;SPC LA S     -    87,533.654   949,917.938   MT  1.00000242   -0 15 27.8
 AU2520;SPC LA S     -   287,183.33  3,116,522.43   sFT  1.00000242   -0 15 27.8
 AU2520;UTM  15      - 3,240,517.297   611,822.021   MT  0.99975429   +0 33 47.7
 AU2520
 AU2520                          SUPERSEDED SURVEY CONTROL
 AU2520
 AU2520  NAD 83(1986)-  29 17 19.21497(N)    091 50 55.51419(W) AD(       ) 4
 AU2520  NAD 27      -  29 17 18.41000(N)    091 50 55.08000(W) AD(       ) 3
 AU2520
 AU2520.Superseded values are not recommended for survey control.
 AU2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2520.See file dsdata.txt to determine how the superseded data were derived.
 AU2520
 AU2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1182240517(NAD 83)
 AU2520_MARKER: 14 = NAVIGATION LIGHT
 AU2520
 AU2520  HISTORY     - Date     Condition        Report By
 AU2520  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2520
 AU2520                          STATION DESCRIPTION
 AU2520
 AU2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2520'THE STATION IS IN THE GULF OF MEXICO, IN THE EUGENE ISLAND
 AU2520'AREA, IN BLOCK NO. 47, STATE LEASE 1079, FEDRAL LEASE OCS
 AU2520'0317.
 AU2520'
 AU2520'IT IS A WHITE FLASHING LIGHT ON A DOLPHIN WHICH IS IN THE
 AU2520'SOUTHEAST CORNER OF A RECTANGULAR AREA (86 FT. BY 168 FT.)
 AU2520'FORMED BY TWO ROWS OF DOLPHINS (5 TO A ROW) WHICH SURROUNDS
 AU2520'PURE OIL COMPANY WELL NO. A- 1.  THE ELEVATION OF THE LIGHT
 AU2520'IS APPROXIMATELY 18 FEET.
 AU2520'
 AU2520'THE STATION IS APPROXIMATELY 89 FEET SOUTHEAST OF STATION
 AU2520'PURE 47, NORTHWEST LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0706 ***********************************************************************
 AV0706  DESIGNATION -  PURE A
 AV0706  PID         -  AV0706
 AV0706  STATE/COUNTY-  LA/VERMILION
 AV0706  USGS QUAD   -  
 AV0706
 AV0706                         *CURRENT SURVEY CONTROL
 AV0706  ___________________________________________________________________
 AV0706* NAD 83(1992)-  29 26 35.21220(N)    092 32 10.71599(W)     ADJUSTED  
 AV0706* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0706  ___________________________________________________________________
 AV0706  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AV0706  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AV0706
 AV0706  HORZ ORDER  -  SECOND
 AV0706
 AV0706.The horizontal coordinates were established by classical geodetic methods
 AV0706.and adjusted by the National Geodetic Survey in January 1993..
 AV0706
 AV0706.The orthometric height was scaled from a topographic map.
 AV0706
 AV0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0706
 AV0706.The geoid height was determined by GEOID03.
 AV0706
 AV0706;                    North         East     Units Scale Factor Converg.
 AV0706;SPC LA S     -   105,153.130   883,292.007   MT  0.99997279   -0 36 05.4
 AV0706;SPC LA S     -   344,989.89  2,897,933.86   sFT  0.99997279   -0 36 05.4
 AV0706;UTM  15      - 3,257,169.979   544,969.664   MT  0.99962495   +0 13 40.6
 AV0706
 AV0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0706!SPC LA S     -   1.00000397  x   0.99997279  =   0.99997676
 AV0706!UTM  15      -   1.00000397  x   0.99962495  =   0.99962892
 AV0706
 AV0706:                Primary Azimuth Mark                     Grid Az
 AV0706:SPC LA S     -  PURE A AZ MK                             071 32 09.6
 AV0706:UTM  15      -  PURE A AZ MK                             070 42 23.6
 AV0706
 AV0706|---------------------------------------------------------------------|
 AV0706| PID    Reference Object                     Distance      Geod. Az  |
 AV0706|                                                           dddmmss.s |
 AV0706| CV9314 PURE A AZ MK                                       0705604.2 |
 AV0706| CV9315 PURE A RM 1                           7.090 METERS 10427     |
 AV0706| CV9316 PURE A RM 2                           8.415 METERS 17730     |
 AV0706| AV0707 PHILLIPS DC PLATFORM                APPROX. 1.5 KM 1842203.4 |
 AV0706| AV0705 MARINE GAS LINE LIGHT A             APPROX. 5.8 KM 3545228.4 |
 AV0706|---------------------------------------------------------------------|
 AV0706
 AV0706                          SUPERSEDED SURVEY CONTROL
 AV0706
 AV0706  NAD 83(1986)-  29 26 35.23377(N)    092 32 10.69698(W) AD(       ) 2
 AV0706  NAD 27      -  29 26 34.42000(N)    092 32 10.18600(W) AD(       ) 2
 AV0706
 AV0706.Superseded values are not recommended for survey control.
 AV0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0706.See file dsdata.txt to determine how the superseded data were derived.
 AV0706
 AV0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4497057170(NAD 83)
 AV0706_MARKER: DS = TRIANGULATION STATION DISK
 AV0706_SETTING: 0 = UNSPECIFIED SETTING
 AV0706
 AV0706  HISTORY     - Date     Condition        Report By
 AV0706  HISTORY     - 1955     MONUMENTED       CGS
 AV0706  HISTORY     - 1963     GOOD             CGS
 AV0706
 AV0706                          STATION DESCRIPTION
 AV0706
 AV0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0706'STATION IS LOCATED ON THE TOP OF THE PURE OIL COMPANY PLATFORM
 AV0706'ROLLOVER A IN THE GULF OF MEXICO.  IT IS ABOUT 8 MILES SOUTH OF
 AV0706'THE NEAREST SHORE-LINE AND 15 MILES SOUTH-SOUTHWEST OF PECAN
 AV0706'ISLAND.  THE PLATFORM, LYING IN A SOUTHEAST-NORTHWEST DIRECTION,
 AV0706'IS ABOUT 200 FEET LONG AND 50 FEET WIDE.  IT IS A TUBULAR
 AV0706'STEEL STRUCTURE SUPPORTING A NETWORK OF STEEL I-BEAMS WHICH
 AV0706'ARE DECKED WITH STEEL GRATING.  THE STATION IS LOCATED ON THE
 AV0706'TOP OF A SMALL SUPERSTRUCTURE PLATFORM WHICH RISES DIRECTLY
 AV0706'OVER THE FOUR OIL WELL CHRISTMAS TREE PIPES.  THE
 AV0706'SUPERSTRUCTURE DECK IS 31 FEET SQUARE, RISES 15 FEET ABOVE THE
 AV0706'MAIN PLATFORM DECK AND 43 FEET ABOVE THE SURFACE OF THE
 AV0706'SEA.*
 AV0706'
 AV0706'STATION WAS REACHED BY SHIP, SAILING FROM THE PURE OIL COMPANY
 AV0706'DOCK AT CAMERON.  SAILING TIME FROM THE DOCK AT CAMERON TO
 AV0706'THE PLATFORM IS ABOUT 5 HOURS.
 AV0706'
 AV0706'SURFACE MARK, A STANDARD STATION MARK DISK STAMPED PURE A 1955,
 AV0706'IS CEMENTED TO THE SURFACE OF A STEEL I-BEAM WHICH IS 8 INCHES
 AV0706'WIDE AND 12 INCHES HIGH.  IT IS 10 FEET SOUTHEAST OF THE NORTHWEST
 AV0706'EDGE OF THE SUPERSTRUCTURE DECK.
 AV0706'
 AV0706'SUB-SURFACE MARK, A 1-INCH TRIANGLE WITH A PUNCH HOLE IN ITS
 AV0706'CENTER, IS CHISELED IN THE SURFACE OF THE I-BEAM, ITS CENTER
 AV0706'BEING PLUMB WITH THE CENTER OF THE SURFACE MARK.  PURE A 1955 IS
 AV0706'STAMPED IN THE SURFACE OF THE I-BEAM AROUND THE CHISELED TRIANGLE.
 AV0706'
 AV0706'REFERENCE MARK 1, STAMPED PURE A NO 1 1955, IS A STANDARD AZIMUTH
 AV0706'MARK DISK.  IT IS CEMENTED TO THE SURFACE OF A STEEL PLATE
 AV0706'WHICH IS 1-INCH THICK AND 2 FEET SQUARE, WELDED TO THE TOP
 AV0706'OF AN I-BEAM IN THE EXTREME EAST CORNER OF THE SUPERSTRUCTURE
 AV0706'DECK.  THE MARK IS 1.5 FEET NORTHWEST OF THE EAST CORNER OF
 AV0706'THE STEEL PLATE.  A CROSS WAS CHISELED IN THE SURFACE OF THE
 AV0706'STEEL PLATE, ITS CENTER BEING PLUMB WITH THE CENTER OF THE
 AV0706'REFERENCE MARK.  PURE A NO 1 1955 IS STAMPED IN THE SURFACE OF
 AV0706'THE PLATE BESIDE THE CHISELED CROSS.
 AV0706'
 AV0706'REFERENCE MARK 2, STAMPED PURE A NO 2 1955, IS A STANDARD
 AV0706'REFERENCE MARK DISK CEMENTED TO THE SURFACE OF A STEEL PLATE WHICH
 AV0706'IS 1-INCH THICK AND 2 FEET SQUARE, WELDED TO THE TOP OF AN I-BEAM
 AV0706'IN THE EXTREME SOUTH CORNER OF THE SUPERSTRUCTURE DECK.  IT IS
 AV0706'6 INCHES NORTH OF THE SOUTH CORNER OF THE STEEL PLATE.**
 AV0706'
 AV0706'AZIMUTH MARK, STAMPED PURE A 1955, IS A STANDARD AZIMUTH MARK
 AV0706'DISK CEMENTED TO THE SURFACE OF A STEEL I-BEAM IN THE NORTHEAST
 AV0706'CORNER OF THE ROLLOVER B PLATFORM.  A CROSS WAS CHISELED IN THE
 AV0706'I-BEAM DIRECTLY BELOW THE CENTER OF THE AZIMUTH MARK AND PURE
 AV0706'1955 IS STAMPED AROUND THE CROSS.
 AV0706'
 AV0706'**A CROSS WAS CHISELED IN THE I-BEAM DIRECTLY BELOW THE CENTER
 AV0706'OF REFERENCE MARK 2 AND PURE A NO 2 1955 IS STAMPED AROUND THE
 AV0706'CROSS.
 AV0706'
 AV0706'OBSERVATIONS WERE MADE FROM THE TOP OF A 37 FOOT STEEL TOWER.
 AV0706'
 AV0706'LIVING QUARTERS ABOARD THE PLATFORM WERE PROVIDED BY THE PURE
 AV0706'OIL COMPANY.
 AV0706'
 AV0706'*STATION PLATFORM IS LOCATED ON STATE LEASE NO. 880 AND IN
 AV0706'BLOCK NO. 39.
 AV0706
 AV0706                          STATION RECOVERY (1963)
 AV0706
 AV0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0706'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 AV0706'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 AV0706'WAS NOT FOUND.
 AV0706'
 AV0706'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 AV0706'NO. 2
 AV0706'
 AV0706'1963 OBSERVATIONS TAKEN FROM A 10 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0805 ***********************************************************************
 AV0805  DESIGNATION -  PURE DA DERRICK
 AV0805  PID         -  AV0805
 AV0805  STATE/COUNTY-  LA/CAMERON
 AV0805  USGS QUAD   -  
 AV0805
 AV0805                         *CURRENT SURVEY CONTROL
 AV0805  ___________________________________________________________________
 AV0805* NAD 83(1992)-  29 32 02.29488(N)    093 17 29.68523(W)     ADJUSTED  
 AV0805* NAVD 88     -                                                        
 AV0805  ___________________________________________________________________
 AV0805  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AV0805  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AV0805
 AV0805  HORZ ORDER  -  THIRD
 AV0805
 AV0805.The horizontal coordinates were established by classical geodetic methods
 AV0805.and adjusted by the National Geodetic Survey in January 1993..
 AV0805
 AV0805
 AV0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0805
 AV0805.The geoid height was determined by GEOID03.
 AV0805
 AV0805;                    North         East     Units Scale Factor Converg.
 AV0805;SPC LA S     -   116,232.876   810,196.649   MT  0.99995872   -0 58 44.9
 AV0805;SPC LA S     -   381,340.69  2,658,120.17   sFT  0.99995872   -0 58 44.9
 AV0805;UTM  15      - 3,267,182.802   471,747.329   MT  0.99960985   -0 08 37.4
 AV0805
 AV0805                          SUPERSEDED SURVEY CONTROL
 AV0805
 AV0805  NAD 83(1986)-  29 32 02.31835(N)    093 17 29.66689(W) AD(       ) 4
 AV0805  NAD 27      -  29 32 01.46800(N)    093 17 29.09700(W) AD(       ) 3
 AV0805
 AV0805.Superseded values are not recommended for survey control.
 AV0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0805.See file dsdata.txt to determine how the superseded data were derived.
 AV0805
 AV0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7174767183(NAD 83)
 AV0805_MARKER: 67 = OIL DERRICK
 AV0805
 AV0805  HISTORY     - Date     Condition        Report By
 AV0805  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0805  HISTORY     - 1956     GOOD             LOCENG
 AV0805
 AV0805                          STATION DESCRIPTION
 AV0805
 AV0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0805'STATION IS THE TOP CENTER OF THE OIL DERRICK MOUNTED ON TOP
 AV0805'OF THE PURE OIL COMPANY PLATFORM LOCATED IN THE GULF OF MEXICO,
 AV0805'IN BLOCK 45, STATE LEASE 1133, BLM - OCS - 0299.  IT IS ABOUT
 AV0805'16.5 MILES SOUTH-SOUTHEAST OF CAMERON AND 20 MILES SOUTH-SOUTHWEST
 AV0805'OF CREOLE.
 AV0805'
 AV0805'THE PLATFORM, A TUBULAR STEEL STRUCTURE SUPPORTING A NETWORK
 AV0805'OF STEEL I-BEAMS WHICH ARE DECKED OVER, IS ABOUT 100 FEET LONG,
 AV0805'50 FEET WIDE AND PROJECTS ABOUT 50 FEET ABOVE THE SURFACE OF
 AV0805'THE SEA.
 AV0805'
 AV0805'THE STATION IS IDENTICAL WITH THE WELL BEING DRILLED ON THE
 AV0805'7TH OF APRIL 1955.  THIS INFORMATION IS NOTED AS THE DERRICK
 AV0805'IS SUBJECT TO BEING MOVED ON THE PLATFORM OR REMOVED ENTIRELY.
 AV0805
 AV0805                          STATION RECOVERY (1956)
 AV0805
 AV0805'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956 (CRK)
 AV0805'RECOVERED BY MAGNOLIA
 AV0805'
 AV0805'TRIANGULATION INTERSECTION STATION PURE DA, DERRICK IS IN BLOCK
 AV0805'99 WEST CAMERON AREA INSTEAD OF BLOCK 45
 AV0805'
 AV0805'THIS DISCREPANCY WAS FOUND BY PLOTTING THE PLATFORM FROM
 AV0805'COORDINATES ON CHARTS 1278 AND 1279.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2493 ***********************************************************************
 AU2493  DESIGNATION -  PURE OIL COMPANY WELL E 4
 AU2493  PID         -  AU2493
 AU2493  STATE/COUNTY-  LA/ST MARY
 AU2493  USGS QUAD   -  
 AU2493
 AU2493                         *CURRENT SURVEY CONTROL
 AU2493  ___________________________________________________________________
 AU2493* NAD 83(1992)-  29 18 03.17431(N)    091 31 46.78214(W)     ADJUSTED  
 AU2493* NAVD 88     -                                                        
 AU2493  ___________________________________________________________________
 AU2493  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU2493  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AU2493
 AU2493  HORZ ORDER  -  THIRD
 AU2493
 AU2493.The horizontal coordinates were established by classical geodetic methods
 AU2493.and adjusted by the National Geodetic Survey in January 1993..
 AU2493
 AU2493
 AU2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2493
 AU2493.The geoid height was determined by GEOID03.
 AU2493
 AU2493;                    North         East     Units Scale Factor Converg.
 AU2493;SPC LA S     -    88,791.724   980,925.654   MT  0.99999981   -0 05 53.4
 AU2493;SPC LA S     -   291,310.85  3,218,253.58   sFT  0.99999981   -0 05 53.4
 AU2493;UTM  15      - 3,242,218.337   642,802.373   MT  0.99985163   +0 43 10.9
 AU2493
 AU2493                          SUPERSEDED SURVEY CONTROL
 AU2493
 AU2493  NAD 83(1986)-  29 18 03.20143(N)    091 31 46.78139(W) AD(       ) 4
 AU2493  NAD 27      -  29 18 02.50000(N)    091 31 46.27000(W) AD(       ) 3
 AU2493
 AU2493.Superseded values are not recommended for survey control.
 AU2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2493.See file dsdata.txt to determine how the superseded data were derived.
 AU2493
 AU2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4280242218(NAD 83)
 AU2493_MARKER: 67 = OIL DERRICK
 AU2493
 AU2493  HISTORY     - Date     Condition        Report By
 AU2493  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2493
 AU2493                          STATION DESCRIPTION
 AU2493
 AU2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2493'THE STATION IS THE TOP OF A DERRICK, ON A PLATFORM OF THE
 AU2493'PURE OIL COMPANY.
 AU2493'
 AU2493'IT IS LOCATED IN THE GULF OF MEXICO, ABOUT 15 MILES OFFSHORE,
 AU2493'AND ABOUT 10 MILES SOUTHWEST OF THE EUGENE ISLAND LIGHTHOUSE,
 AU2493'IN BLOCK 32, S1 833.  THE DERRICK IS ABOUT 1/4 MILE SOUTH
 AU2493'OF BASE A PLATFORM WHICH IS THE HEADQUARTERS, IN THE GULF
 AU2493'OF MEXICO, FOR THE PURE OIL COMPANY.
 AU2493'
 AU2493'THE TOP AND CENTER OF THE DERRICK WAS THE POINT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2494 ***********************************************************************
 AU2494  DESIGNATION -  PURE OIL COMPANY WELL B 1
 AU2494  PID         -  AU2494
 AU2494  STATE/COUNTY-  LA/ST MARY
 AU2494  USGS QUAD   -  
 AU2494
 AU2494                         *CURRENT SURVEY CONTROL
 AU2494  ___________________________________________________________________
 AU2494* NAD 83(1992)-  29 17 11.89674(N)    091 33 57.97588(W)     ADJUSTED  
 AU2494* NAVD 88     -                                                        
 AU2494  ___________________________________________________________________
 AU2494  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AU2494  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AU2494
 AU2494  HORZ ORDER  -  THIRD
 AU2494
 AU2494.The horizontal coordinates were established by classical geodetic methods
 AU2494.and adjusted by the National Geodetic Survey in January 1993..
 AU2494
 AU2494
 AU2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2494
 AU2494.The geoid height was determined by GEOID03.
 AU2494
 AU2494;                    North         East     Units Scale Factor Converg.
 AU2494;SPC LA S     -    87,219.566   977,381.848   MT  1.00000286   -0 06 59.0
 AU2494;SPC LA S     -   286,152.86  3,206,626.95   sFT  1.00000286   -0 06 59.0
 AU2494;UTM  15      - 3,240,596.006   639,281.919   MT  0.99983938   +0 42 05.6
 AU2494
 AU2494                          SUPERSEDED SURVEY CONTROL
 AU2494
 AU2494  NAD 83(1986)-  29 17 11.92362(N)    091 33 57.97666(W) AD(       ) 4
 AU2494  NAD 27      -  29 17 11.11000(N)    091 33 57.59000(W) AD(       ) 3
 AU2494
 AU2494.Superseded values are not recommended for survey control.
 AU2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2494.See file dsdata.txt to determine how the superseded data were derived.
 AU2494
 AU2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3928240596(NAD 83)
 AU2494_MARKER: 55 = TOWER
 AU2494
 AU2494  HISTORY     - Date     Condition        Report By
 AU2494  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2494
 AU2494                          STATION DESCRIPTION
 AU2494
 AU2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2494'THE STATION IS A 4-LEGGED STEEL TOWER, ABOUT 10 FEET IN
 AU2494'HEIGHT, ERECTED OVER AN OIL WELL CASING, ON A PLATFORM WHICH
 AU2494'IS OWNED BY THE PURE OIL COMPANY.
 AU2494'
 AU2494'THE STATION IS IN THE GULF OF MEXICO, ABOUT 15 MILES OFFSHORE,
 AU2494'AND ABOUT 12 MILES SOUTHWEST OF THE EUGENE ISLAND LIGHTHOUSE,
 AU2494'IN BLOCK 41, SL 834.
 AU2494'
 AU2494'THE PLATFORM THE STATION IS ON IS ABOUT 2 MILES SOUTHWEST
 AU2494'OF BASE A PLATFORM WHICH IS THE HEADQUARTERS, IN THE GULF
 AU2494'OF MEXICO, FOR THE PURE OIL COMPANY.
 AU2494'
 AU2494'THE POINT OBSERVED WAS A FLAG ON THE TOP AND CENTER OF THE
 AU2494'STEEL TOWER OVER THE OIL WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1447 ***********************************************************************
 BK1447  DESIGNATION -  Q 100
 BK1447  PID         -  BK1447
 BK1447  STATE/COUNTY-  LA/CALCASIEU
 BK1447  USGS QUAD   -  DE QUINCY (1994)
 BK1447
 BK1447                         *CURRENT SURVEY CONTROL
 BK1447  ___________________________________________________________________
 BK1447* NAD 83(1986)-  30 24 46.     (N)    093 25 13.     (W)     SCALED    
 BK1447* NAVD 88     -        15.19   (+/-2cm)      49.8    (feet)  VERTCON   
 BK1447  ___________________________________________________________________
 BK1447  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK1447
 BK1447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1447
 BK1447.The horizontal coordinates were scaled from a topographic map and have
 BK1447.an estimated accuracy of +/- 6 seconds.
 BK1447
 BK1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1447.The vertical order pertains to the NGVD 29 superseded value.
 BK1447
 BK1447.The geoid height was determined by GEOID03.
 BK1447
 BK1447;                    North         East    Units  Estimated Accuracy
 BK1447;SPC LA S     -   213,850.      799,500.      MT  (+/- 180 meters Scaled)
 BK1447
 BK1447                          SUPERSEDED SURVEY CONTROL
 BK1447
 BK1447  NGVD 29 (??/??/??)   15.168  (m)           49.76   (f) ADJUSTED    2 0
 BK1447
 BK1447.Superseded values are not recommended for survey control.
 BK1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1447.See file dsdata.txt to determine how the superseded data were derived.
 BK1447
 BK1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP596646(NAD 83)
 BK1447_MARKER: DB = BENCH MARK DISK
 BK1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1447_STAMPING: Q 100 1938
 BK1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1447+STABILITY: SURFACE MOTION
 BK1447
 BK1447  HISTORY     - Date     Condition        Report By
 BK1447  HISTORY     - 1938     MONUMENTED       CGS
 BK1447  HISTORY     - 1955     MARK NOT FOUND   USGS
 BK1447  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1447  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1447  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 BK1447
 BK1447                          STATION DESCRIPTION
 BK1447
 BK1447'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BK1447'2.8 MI S FROM DE QUINCY.
 BK1447'2.8 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK1447'STATION AT DE QUINCY, CALCASIEU PARISH, 185 YARDS NORTH OF MILEPOST
 BK1447'722 B, 62 FEET NORTHEAST OF A POLE, AND 26 FEET WEST OF THE WEST RAIL.
 BK1447'A STANDARD DISK, STAMPED Q 100 1938 AND SET IN THE TOP OF A CONCRETE
 BK1447'POST.
 BK1447
 BK1447                          STATION RECOVERY (1986)
 BK1447
 BK1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1447'NOT RECOVERED.  MARK IS BELIEVED TO HAVE BEEN DESTROYED DURING HIGHWAY
 BK1447'CONSTRUCTION ALONG STATE HIGHWAY 27.  NOTE--THIS MARK WAS REPORTED NOT
 BK1447'FOUND IN 1955 BY USGS.
 BK1447
 BK1447                          STATION RECOVERY (2002)
 BK1447
 BK1447'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK1447'MARK NOT FOUND.
 BK1447
 BK1447                          STATION RECOVERY (2005)
 BK1447
 BK1447'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1956 ***********************************************************************
 CQ1956  DESIGNATION -  Q 101
 CQ1956  PID         -  CQ1956
 CQ1956  STATE/COUNTY-  LA/BOSSIER
 CQ1956  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1956
 CQ1956                         *CURRENT SURVEY CONTROL
 CQ1956  ___________________________________________________________________
 CQ1956* NAD 83(1986)-  32 33 10.     (N)    093 43 30.     (W)     SCALED    
 CQ1956* NAVD 88     -        52.221  (meters)     171.33   (feet)  ADJUSTED  
 CQ1956  ___________________________________________________________________
 CQ1956  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1956  DYNAMIC HT  -          52.163 (meters)     171.14  (feet)  COMP
 CQ1956  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 CQ1956
 CQ1956  VERT ORDER  -  FIRST     CLASS II
 CQ1956
 CQ1956.The horizontal coordinates were scaled from a topographic map and have
 CQ1956.an estimated accuracy of +/- 6 seconds.
 CQ1956
 CQ1956.The orthometric height was determined by differential leveling
 CQ1956.and adjusted by the National Geodetic Survey in June 1991..
 CQ1956
 CQ1956.The geoid height was determined by GEOID03.
 CQ1956
 CQ1956.The dynamic height is computed by dividing the NAVD 88
 CQ1956.geopotential number by the normal gravity value computed on the
 CQ1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1956.degrees latitude (g = 980.6199 gals.).
 CQ1956
 CQ1956.The modeled gravity was interpolated from observed gravity values.
 CQ1956
 CQ1956;                    North         East    Units  Estimated Accuracy
 CQ1956;SPC LA N     -   228,260.      884,950.      MT  (+/- 180 meters Scaled)
 CQ1956
 CQ1956                          SUPERSEDED SURVEY CONTROL
 CQ1956
 CQ1956  NGVD 29 (??/??/??)   52.298  (m)          171.58   (f) ADJUSTED    1 2
 CQ1956
 CQ1956.Superseded values are not recommended for survey control.
 CQ1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1956.See file dsdata.txt to determine how the superseded data were derived.
 CQ1956
 CQ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS319019(NAD 83)
 CQ1956_MARKER: DB = BENCH MARK DISK
 CQ1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1956_STAMPING: Q 101 1938
 CQ1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1956+STABILITY: SURFACE MOTION
 CQ1956
 CQ1956  HISTORY     - Date     Condition        Report By
 CQ1956  HISTORY     - 1938     MONUMENTED       CGS
 CQ1956  HISTORY     - 1970     GOOD             NGS
 CQ1956  HISTORY     - 1976     GOOD             USE
 CQ1956  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1956  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ1956  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ1956
 CQ1956                          STATION DESCRIPTION
 CQ1956
 CQ1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CQ1956'2.5 MI NE FROM BOSSIER.
 CQ1956'LOCATED 1 BLOCK SOUTH ALONG WILLIAMS STREET FROM THE POST OFFICE IN
 CQ1956'BOSSIER CITY, THENCE EAST ALONG U.S. HIGHWAY 71 FOR 0.4 MILE TO THE
 CQ1956'JUNCTION WITH STATE HIGHWAY 3, THENCE 2.1 MILES NORTH ALONG STATE
 CQ1956'HIGHWAY 3 TO THE MARK ON THE LEFT.  IT IS 40 FEET WEST OF THE CENTER
 CQ1956'OF STATE HIGHWAY 3, 3 FEET NORTHWEST OF A POWER POLE, IN A FENCE LINE
 CQ1956'AND EAST OF THE CENTER OF A POND, 150 FEET NORTH OF A METAL GATE, 1.0
 CQ1956'FOOT SOUTHEAST OF A METAL WITNESS POST AND 2 FEET WEST OF ANOTHER
 CQ1956'METAL WITNESS POST.  IT IS A BENCH MARK DISK SET IN THE TOP OF A 6
 CQ1956'INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 CQ1956
 CQ1956                          STATION RECOVERY (1976)
 CQ1956
 CQ1956'RECOVERY NOTE BY US ENGINEERS 1976
 CQ1956'RECOVERED IN GOOD CONDITION.
 CQ1956
 CQ1956                          STATION RECOVERY (1987)
 CQ1956
 CQ1956'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ1956'MARK NOT FOUND.
 CQ1956
 CQ1956                          STATION RECOVERY (2002)
 CQ1956
 CQ1956'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ1956'MARK NOT FOUND.
 CQ1956
 CQ1956                          STATION RECOVERY (2003)
 CQ1956
 CQ1956'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ1956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1254 ***********************************************************************
 CQ1254  DESIGNATION -  Q 103
 CQ1254  PID         -  CQ1254
 CQ1254  STATE/COUNTY-  LA/WEBSTER
 CQ1254  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1254
 CQ1254                         *CURRENT SURVEY CONTROL
 CQ1254  ___________________________________________________________________
 CQ1254* NAD 83(1986)-  32 32 13.     (N)    093 19 15.     (W)     SCALED    
 CQ1254* NAVD 88     -        44.609  (meters)     146.35   (feet)  ADJUSTED  
 CQ1254  ___________________________________________________________________
 CQ1254  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1254  DYNAMIC HT  -          44.559 (meters)     146.19  (feet)  COMP
 CQ1254  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CQ1254
 CQ1254  VERT ORDER  -  FIRST     CLASS I
 CQ1254
 CQ1254.The horizontal coordinates were scaled from a topographic map and have
 CQ1254.an estimated accuracy of +/- 6 seconds.
 CQ1254
 CQ1254.The orthometric height was determined by differential leveling
 CQ1254.and adjusted by the National Geodetic Survey in June 1991..
 CQ1254.WARNING-Repeat measurements at this control monument indicate possible
 CQ1254.vertical movement.
 CQ1254
 CQ1254.The geoid height was determined by GEOID03.
 CQ1254
 CQ1254.The dynamic height is computed by dividing the NAVD 88
 CQ1254.geopotential number by the normal gravity value computed on the
 CQ1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1254.degrees latitude (g = 980.6199 gals.).
 CQ1254
 CQ1254.The modeled gravity was interpolated from observed gravity values.
 CQ1254
 CQ1254;                    North         East    Units  Estimated Accuracy
 CQ1254;SPC LA N     -   226,140.      922,900.      MT  (+/- 180 meters Scaled)
 CQ1254
 CQ1254                          SUPERSEDED SURVEY CONTROL
 CQ1254
 CQ1254  NGVD 29 (??/??/??)   44.688  (m)          146.61   (f) ADJUSTED    1 1
 CQ1254
 CQ1254.Superseded values are not recommended for survey control.
 CQ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1254.See file dsdata.txt to determine how the superseded data were derived.
 CQ1254
 CQ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS698000(NAD 83)
 CQ1254_MARKER: DB = BENCH MARK DISK
 CQ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1254_STAMPING: Q 103 1938
 CQ1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1254+STABILITY: SURFACE MOTION
 CQ1254
 CQ1254  HISTORY     - Date     Condition        Report By
 CQ1254  HISTORY     - 1938     MONUMENTED       CGS
 CQ1254  HISTORY     - 1969     GOOD             CGS
 CQ1254  HISTORY     - 20000205 GOOD             USPSQD
 CQ1254  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ1254
 CQ1254                          STATION DESCRIPTION
 CQ1254
 CQ1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1254'1.65 MI W FROM SIBLEY.
 CQ1254'ABOUT 1.65 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1254'STATION AT SIBLEY, 0.6 MILE EAST OF A RAILROAD BRIDGE OVER BAYOU
 CQ1254'DORCHEAT, 148 FEET NORTH OF MILEPOST 143, 164 FEET NORTH OF THE NORTH
 CQ1254'RAIL, 0.1 MILE EAST OF A WOODEN HIGHWAY BRIDGE ON STATE HIGHWAY 164,
 CQ1254'51 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF A
 CQ1254'32-INCH PINE TREE, 0.7 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 6
 CQ1254'FT BELOW THE LEVEL OF THE TRACK, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CQ1254'HWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 CQ1254'ABOVE THE SURFACE OF THE GROUND.  SECTION 21, T 18N, R 9W.
 CQ1254
 CQ1254                          STATION RECOVERY (2000)
 CQ1254
 CQ1254'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1254'RECOVERED IN GOOD CONDITION.
 CQ1254
 CQ1254                          STATION RECOVERY (2002)
 CQ1254
 CQ1254'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1516 ***********************************************************************
 CQ1516  DESIGNATION -  Q 105
 CQ1516  PID         -  CQ1516
 CQ1516  STATE/COUNTY-  LA/RED RIVER
 CQ1516  USGS QUAD   -  HARMON (1980)
 CQ1516
 CQ1516                         *CURRENT SURVEY CONTROL
 CQ1516  ___________________________________________________________________
 CQ1516* NAD 83(1986)-  32 01 32.     (N)    093 23 47.     (W)     SCALED    
 CQ1516* NAVD 88     -        40.03   (+/-2cm)     131.3    (feet)  VERTCON   
 CQ1516  ___________________________________________________________________
 CQ1516  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1516
 CQ1516  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1516
 CQ1516.The horizontal coordinates were scaled from a topographic map and have
 CQ1516.an estimated accuracy of +/- 6 seconds.
 CQ1516
 CQ1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1516.The vertical order pertains to the NGVD 29 superseded value.
 CQ1516
 CQ1516.The geoid height was determined by GEOID03.
 CQ1516
 CQ1516;                    North         East    Units  Estimated Accuracy
 CQ1516;SPC LA N     -   169,500.      915,330.      MT  (+/- 180 meters Scaled)
 CQ1516
 CQ1516                          SUPERSEDED SURVEY CONTROL
 CQ1516
 CQ1516  NGVD 29 (??/??/??)   40.088  (m)          131.52   (f) ADJUSTED    1 2
 CQ1516
 CQ1516.Superseded values are not recommended for survey control.
 CQ1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1516.See file dsdata.txt to determine how the superseded data were derived.
 CQ1516
 CQ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR625433(NAD 83)
 CQ1516_MARKER: DB = BENCH MARK DISK
 CQ1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1516_STAMPING: Q 105 1938
 CQ1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1516+STABILITY: SURFACE MOTION
 CQ1516
 CQ1516  HISTORY     - Date     Condition        Report By
 CQ1516  HISTORY     - 1938     MONUMENTED       CGS
 CQ1516  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1516  HISTORY     - 1969     MARK NOT FOUND   USGS
 CQ1516  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1516  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ1516
 CQ1516                          STATION DESCRIPTION
 CQ1516
 CQ1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1516'1.1 MI SE FROM GAHAGAN.
 CQ1516'1.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM THE JUNCTION OF STATE
 CQ1516'HIGHWAY 20 AT GAHAGAN, RED RIVER PARISH, 4.3 MILES NORTHWEST OF THE
 CQ1516'LOUISIANA AND ARKANSAS RAILWAY STATION AT COUSHATTA, 336 FEET
 CQ1516'SOUTHEAST OF TEXAS AND PACIFIC RAILWAY MILEPOST 38, 40 FEET NORTHEAST
 CQ1516'OF THE NORTHEAST RAIL, AND 33 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CQ1516'HIGHWAY.  A STANDARD DISK, STAMPED Q 105 1938 AND SET IN THE TOP OF A
 CQ1516'CONCRETE POST.
 CQ1516
 CQ1516                          STATION RECOVERY (1969)
 CQ1516
 CQ1516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CQ1516'MARK NOT FOUND.
 CQ1516
 CQ1516                          STATION RECOVERY (1977)
 CQ1516
 CQ1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1516'NOT RECOVERED, INADEQUATE DESCRIPTION.
 CQ1516
 CQ1516                          STATION RECOVERY (1997)
 CQ1516
 CQ1516'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0720 ***********************************************************************
 BW0720  DESIGNATION -  Q 106
 BW0720  PID         -  BW0720
 BW0720  STATE/COUNTY-  LA/TENSAS
 BW0720  USGS QUAD   -  CHAMBLEE (1994)
 BW0720
 BW0720                         *CURRENT SURVEY CONTROL
 BW0720  ___________________________________________________________________
 BW0720* NAD 83(1986)-  31 48 39.     (N)    091 21 46.     (W)     SCALED    
 BW0720* NAVD 88     -        22.72   (+/-2cm)      74.5    (feet)  VERTCON   
 BW0720  ___________________________________________________________________
 BW0720  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0720
 BW0720  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0720
 BW0720.The horizontal coordinates were scaled from a topographic map and have
 BW0720.an estimated accuracy of +/- 6 seconds.
 BW0720
 BW0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0720.The vertical order pertains to the NGVD 29 superseded value.
 BW0720
 BW0720.The geoid height was determined by GEOID03.
 BW0720
 BW0720;                    North         East    Units  Estimated Accuracy
 BW0720;SPC LA N     -   145,900.    1,107,670.      MT  (+/- 180 meters Scaled)
 BW0720
 BW0720                          SUPERSEDED SURVEY CONTROL
 BW0720
 BW0720  NGVD 29 (??/??/92)   22.73   (m)           74.6    (f) COMPUTED    1 2
 BW0720
 BW0720.Superseded values are not recommended for survey control.
 BW0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0720.See file dsdata.txt to determine how the superseded data were derived.
 BW0720
 BW0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR549206(NAD 83)
 BW0720_MARKER: DB = BENCH MARK DISK
 BW0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0720_STAMPING: Q 106 1938
 BW0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0720+STABILITY: SURFACE MOTION
 BW0720
 BW0720  HISTORY     - Date     Condition        Report By
 BW0720  HISTORY     - 1938     MONUMENTED       CGS
 BW0720  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0720
 BW0720                          STATION DESCRIPTION
 BW0720
 BW0720'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0720'1.25 MI NE FROM WATER PROOF.
 BW0720'1-1/4 MILES NORTHEAST OF WATER PROOF, TENSAS PARISH, AT THE HEAD OF
 BW0720'WATER PROOF BEND, 550 FEET BACK OF THE TOP OF THE MISSISSIPPI RIVER
 BW0720'BANK AT A POINT 400 FEET ABOVE A SHARP TURN TO THE RIGHT IN THE RIVER,
 BW0720'AT A RIDGE BETWEEN TWO SLOUGHS (THE SECOND RIDGE BACK OF THE TOP OF
 BW0720'THE BANK), 160 FEET ABOVE A FENCE CROSSING THE RIDGE TO THE RIVER, 50
 BW0720'FEET EAST OF THE WEST EDGE OF THE RIDGE, 159 FEET NORTHEAST OF A
 BW0720'BLAZED 4-1/2-FOOT COTTONWOOD TREE, AND 77.6 FEET SOUTH OF A BLAZED
 BW0720'20-INCH SYCAMORE TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BW0720'POST PROJECTING 16 INCHES ABOVE GROUND.  NOTE-- USGS REPORTED THIS
 BW0720'MARK BELIEVED TO HAVE BEEN DESTROYED BY BULLDOZING OF THE LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0721 ***********************************************************************
 BW0721  DESIGNATION -  Q 106 RM
 BW0721  PID         -  BW0721
 BW0721  STATE/COUNTY-  LA/TENSAS
 BW0721  USGS QUAD   -  CHAMBLEE (1994)
 BW0721
 BW0721                         *CURRENT SURVEY CONTROL
 BW0721  ___________________________________________________________________
 BW0721* NAD 83(1986)-  31 48 39.     (N)    091 21 46.     (W)     SCALED    
 BW0721* NAVD 88     -        19.91   (+/-2cm)      65.3    (feet)  VERTCON   
 BW0721  ___________________________________________________________________
 BW0721  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0721
 BW0721  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0721
 BW0721.The horizontal coordinates were scaled from a topographic map and have
 BW0721.an estimated accuracy of +/- 6 seconds.
 BW0721
 BW0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0721.The vertical order pertains to the NGVD 29 superseded value.
 BW0721
 BW0721.The geoid height was determined by GEOID03.
 BW0721
 BW0721;                    North         East    Units  Estimated Accuracy
 BW0721;SPC LA N     -   145,900.    1,107,670.      MT  (+/- 180 meters Scaled)
 BW0721
 BW0721                          SUPERSEDED SURVEY CONTROL
 BW0721
 BW0721  NGVD 29 (??/??/92)   19.92   (m)           65.4    (f) COMPUTED    1 2
 BW0721
 BW0721.Superseded values are not recommended for survey control.
 BW0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0721.See file dsdata.txt to determine how the superseded data were derived.
 BW0721
 BW0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR549206(NAD 83)
 BW0721_MARKER: S = SPIKE
 BW0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0721_SP_SET: TREE
 BW0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0721
 BW0721  HISTORY     - Date     Condition        Report By
 BW0721  HISTORY     - UNK      MONUMENTED       CGS
 BW0721  HISTORY     - 1938     GOOD             NGS
 BW0721
 BW0721                          STATION DESCRIPTION
 BW0721
 BW0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0721'1.25 MI NE FROM WATER PROOF.
 BW0721'1-1/4 MILES NORTHEAST OF WATER PROOF, TENSAS PARISH, 630 FEET ALONG
 BW0721'THE RANGE LINE BACK OF BENCH MARK Q 106, ON THE RIVERSIDE OF A BLAZED
 BW0721'22-INCH COTTONWOOD TREE, AND 3 FEET ABOVE THE GROUND.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0012 ***********************************************************************
 BJ0012  DESIGNATION -  Q 108
 BJ0012  PID         -  BJ0012
 BJ0012  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0012  USGS QUAD   -  INNIS (1994)
 BJ0012
 BJ0012                         *CURRENT SURVEY CONTROL
 BJ0012  ___________________________________________________________________
 BJ0012* NAD 83(1986)-  30 56 33.     (N)    091 39 42.     (W)     SCALED    
 BJ0012* NAVD 88     -        12.745  (meters)      41.81   (feet)  ADJUSTED  
 BJ0012  ___________________________________________________________________
 BJ0012  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0012  DYNAMIC HT  -          12.729 (meters)      41.76  (feet)  COMP
 BJ0012  MODELED GRAV-     979,383.0   (mgal)                       NAVD 88
 BJ0012
 BJ0012  VERT ORDER  -  FIRST     CLASS I
 BJ0012
 BJ0012.The horizontal coordinates were scaled from a topographic map and have
 BJ0012.an estimated accuracy of +/- 6 seconds.
 BJ0012
 BJ0012.The orthometric height was determined by differential leveling
 BJ0012.and adjusted by the National Geodetic Survey in February 1994..
 BJ0012
 BJ0012.The geoid height was determined by GEOID03.
 BJ0012
 BJ0012.The dynamic height is computed by dividing the NAVD 88
 BJ0012.geopotential number by the normal gravity value computed on the
 BJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0012.degrees latitude (g = 980.6199 gals.).
 BJ0012
 BJ0012.The modeled gravity was interpolated from observed gravity values.
 BJ0012
 BJ0012;                    North         East    Units  Estimated Accuracy
 BJ0012;SPC LA S     -   270,790.      968,620.      MT  (+/- 180 meters Scaled)
 BJ0012
 BJ0012                          SUPERSEDED SURVEY CONTROL
 BJ0012
 BJ0012  NAVD 88 (06/15/91)   12.773  (m)           41.91   (f) UNKNOWN     1 1
 BJ0012  NGVD 29 (??/??/??)   12.729  (m)           41.76   (f) ADJUSTED    1 1
 BJ0012
 BJ0012.Superseded values are not recommended for survey control.
 BJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0012.See file dsdata.txt to determine how the superseded data were derived.
 BJ0012
 BJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ278239(NAD 83)
 BJ0012_MARKER: DB = BENCH MARK DISK
 BJ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0012_STAMPING: Q 108 1938
 BJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0012+STABILITY: SURFACE MOTION
 BJ0012
 BJ0012  HISTORY     - Date     Condition        Report By
 BJ0012  HISTORY     - 1938     MONUMENTED       CGS
 BJ0012  HISTORY     - 1964     GOOD             CGS
 BJ0012  HISTORY     - 1976     GOOD             NGS
 BJ0012
 BJ0012                          STATION DESCRIPTION
 BJ0012
 BJ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0012'3.5 MI N FROM WILLIAMSPORT.
 BJ0012'ABOUT 3.3 MILES NORTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS
 BJ0012'CHURCH AT WILLIAMSPORT, THENCE 0.2 MILE EAST ALONG A ROAD LEADING TO
 BJ0012'THE ANGOLA FERRY, ABOUT 200 YARDS WEST OF THE WEST BANK OF THE
 BJ0012'MISSISSIPPI RIVER, 87 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 160
 BJ0012'FEET WEST OF THE CENTER LINE OF AN OLD LEVEE, 49 FEET SOUTH OF A
 BJ0012'FENCE, 34 FEET EAST OF A 24-INCH HACKBERRY TREE BEARING A WITNESS
 BJ0012'SHIELD ON THE NORTH SIDE, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD,
 BJ0012'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BJ0012
 BJ0012                          STATION RECOVERY (1976)
 BJ0012
 BJ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0012'3.4 MILES NORTH ALONG STATE HIGHWAY 418 FROM THE ST.STEPHENS CHURCH
 BJ0012'AT WILLIAMSPORT, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD LEADING TO
 BJ0012'THE ANGOLA FERRY, 85 FT SOUTH OF THE CENTER LINE OF THE ROAD, 50 FT
 BJ0012'SOUTH OF A FENCE, 36.5 FT EAST OF A 36 INCH TREE BEARING A WITNESS
 BJ0012'PLAQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0635 ***********************************************************************
 BX0635  DESIGNATION -  Q 110
 BX0635  PID         -  BX0635
 BX0635  STATE/COUNTY-  LA/RAPIDES
 BX0635  USGS QUAD   -  GREEN GABLES (1993)
 BX0635
 BX0635                         *CURRENT SURVEY CONTROL
 BX0635  ___________________________________________________________________
 BX0635* NAD 83(1986)-  31 23 16.     (N)    092 18 41.     (W)     SCALED    
 BX0635* NAVD 88     -        30.82   (+/-2cm)     101.1    (feet)  VERTCON   
 BX0635  ___________________________________________________________________
 BX0635  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX0635
 BX0635  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0635
 BX0635.The horizontal coordinates were scaled from a topographic map and have
 BX0635.an estimated accuracy of +/- 6 seconds.
 BX0635
 BX0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0635.The vertical order pertains to the NGVD 29 superseded value.
 BX0635
 BX0635.The geoid height was determined by GEOID03.
 BX0635
 BX0635;                    North         East    Units  Estimated Accuracy
 BX0635;SPC LA N     -    98,450.    1,017,940.      MT  (+/- 180 meters Scaled)
 BX0635
 BX0635                          SUPERSEDED SURVEY CONTROL
 BX0635
 BX0635  NGVD 29 (??/??/??)   30.805  (m)          101.07   (f) ADJUSTED    1 2
 BX0635
 BX0635.Superseded values are not recommended for survey control.
 BX0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0635.See file dsdata.txt to determine how the superseded data were derived.
 BX0635
 BX0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ654727(NAD 83)
 BX0635_MARKER: DB = BENCH MARK DISK
 BX0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0635_STAMPING: Q 110 1945
 BX0635_MARK LOGO: CGS   
 BX0635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0635
 BX0635  HISTORY     - Date     Condition        Report By
 BX0635  HISTORY     - 1945     MONUMENTED       CGS
 BX0635  HISTORY     - 1966     GOOD             CGS
 BX0635  HISTORY     - 1981     GOOD             USGS
 BX0635  HISTORY     - 19810615 GOOD             NGS
 BX0635  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0635
 BX0635                          STATION DESCRIPTION
 BX0635
 BX0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0635'4.65 MI NE FROM LIBUSE.
 BX0635'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0635'AT LIBUSE, THENCE 2.7 MILES NORTH ALONG A WINDING GRAVELED ROAD,
 BX0635'THENCE 1.45 MILES EAST ALONG STATE HIGHWAY 116, 141 FEET
 BX0635'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 67 FEET EAST
 BX0635'OF A FENCE CORNER, 34 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 BX0635'HIGHWAY, 7.2 FEET SOUTH OF AN OLD CONCRETE CURBING AT THE ENTRANCE TO
 BX0635'ESLER FIELD AIRPORT, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 BX0635'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BX0635
 BX0635                          STATION RECOVERY (1981)
 BX0635
 BX0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0635'RECOVERED IN GOOD CONDITION.
 BX0635
 BX0635                          STATION RECOVERY (1981)
 BX0635
 BX0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BX0635'Q110 1945 IS A STANDARD USCGS BM NEAR THE WEST ENTRANCE OF THE ESLER
 BX0635'REGIONAL AIRPORT ALONG HIGHWAY 116.  THE MARK IS 141 FT (43.0 M) WEST
 BX0635'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 67 FT (20.4
 BX0635'M) EAST OF AN OLD WIRE FENCE CORNER, 34.5 FT (10.5 M) SOUTH OF THE
 BX0635'CENTER LINE OF THE HIGHWAY, 7.2 FT (2.2 M) SOUTH OF AN OLD CONCRETE
 BX0635'CURBING AT THE ENTRANCE TO ESLER REGIONAL FIELD AIRPORT AND ABOUT 1.5
 BX0635'FT (0.5 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE DISK IS STAMPED Q 110
 BX0635'1945, AND IS SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BX0635'STATION IS FURTHER DESCRIBED IN 30LA PG 19.
 BX0635
 BX0635                          STATION RECOVERY (1999)
 BX0635
 BX0635'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3105 ***********************************************************************
 BX3105  DESIGNATION -  Q 110 RESET
 BX3105  PID         -  BX3105
 BX3105  STATE/COUNTY-  LA/RAPIDES
 BX3105  USGS QUAD   -  GREEN GABLES (1993)
 BX3105
 BX3105                         *CURRENT SURVEY CONTROL
 BX3105  ___________________________________________________________________
 BX3105* NAD 83(1986)-  31 23 16.     (N)    092 18 40.     (W)     SCALED    
 BX3105* NAVD 88     -        30.93   (+/-2cm)     101.5    (feet)  VERTCON   
 BX3105  ___________________________________________________________________
 BX3105  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX3105
 BX3105  VERT ORDER  -  THIRD (See Below)
 BX3105
 BX3105.The horizontal coordinates were scaled from a topographic map and have
 BX3105.an estimated accuracy of +/- 6 seconds.
 BX3105
 BX3105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3105.The vertical order pertains to the NGVD 29 superseded value.
 BX3105
 BX3105.The geoid height was determined by GEOID03.
 BX3105
 BX3105;                    North         East    Units  Estimated Accuracy
 BX3105;SPC LA N     -    98,450.    1,017,970.      MT  (+/- 180 meters Scaled)
 BX3105
 BX3105                          SUPERSEDED SURVEY CONTROL
 BX3105
 BX3105  NGVD 29 (09/18/05)   30.92   (m)          101.4    (f) RESET       3  
 BX3105
 BX3105.Superseded values are not recommended for survey control.
 BX3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3105.See file dsdata.txt to determine how the superseded data were derived.
 BX3105
 BX3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ654727(NAD 83)
 BX3105_MARKER: DD = SURVEY DISK
 BX3105_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BX3105_SP_SET: STAINLESS STEEL ROD
 BX3105_STAMPING: Q 110 RESET 1984
 BX3105_MARK LOGO: LADTD 
 BX3105_PROJECTION: FLUSH
 BX3105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3105_ROD/PIPE-DEPTH: 3.66 meters
 BX3105
 BX3105  HISTORY     - Date     Condition        Report By
 BX3105  HISTORY     - 1984     MONUMENTED       LADTD
 BX3105  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX3105
 BX3105                          STATION DESCRIPTION
 BX3105
 BX3105'DESCRIBED BY LA TRANSP AND DEV 1984
 BX3105'12.1 KM (7.50 MI) NE FROM ALEXANDRIA.
 BX3105'9.7 KM (6.05 MI) EAST ON STATE HIGHWAY 116 FROM THE JUNCTION OF
 BX3105'HIGHWAY 116 AND US HIGHWAY 165 NORTH OF ALEXANDRIA, TO THE MARK ON
 BX3105'THE RIGHT, 57.9 M (190.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 BX3105'OF A DARK BRICK HOME, 56.4 M (185.0 FT) NORTHEAST OF THE NORTHEAST
 BX3105'CORNER OF A BLOND BRICK HOME, 32 M (105.0 FT) SOUTH OF THE CENTER OF
 BX3105'HIGHWAY 116, AND 3.4 M (11.2 FT) WEST OF A SWEET GUM TREE.
 BX3105'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BX3105'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 BX3105'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BX3105
 BX3105                          STATION RECOVERY (1999)
 BX3105
 BX3105'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX3105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0684 ***********************************************************************
 CQ0684  DESIGNATION -  Q 114
 CQ0684  PID         -  CQ0684
 CQ0684  STATE/COUNTY-  LA/OUACHITA
 CQ0684  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0684
 CQ0684                         *CURRENT SURVEY CONTROL
 CQ0684  ___________________________________________________________________
 CQ0684* NAD 83(1986)-  32 24 44.     (N)    092 08 54.     (W)     SCALED    
 CQ0684* NAVD 88     -        24.51   (+/-2cm)      80.4    (feet)  VERTCON   
 CQ0684  ___________________________________________________________________
 CQ0684  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0684
 CQ0684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0684
 CQ0684.The horizontal coordinates were scaled from a topographic map and have
 CQ0684.an estimated accuracy of +/- 6 seconds.
 CQ0684
 CQ0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0684.The vertical order pertains to the NGVD 29 superseded value.
 CQ0684
 CQ0684.The geoid height was determined by GEOID03.
 CQ0684
 CQ0684;                    North         East    Units  Estimated Accuracy
 CQ0684;SPC LA N     -   212,070.    1,033,080.      MT  (+/- 180 meters Scaled)
 CQ0684
 CQ0684                          SUPERSEDED SURVEY CONTROL
 CQ0684
 CQ0684  NGVD 29 (??/??/??)   24.555  (m)           80.56   (f) ADJUSTED    2 0
 CQ0684
 CQ0684.Superseded values are not recommended for survey control.
 CQ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0684.See file dsdata.txt to determine how the superseded data were derived.
 CQ0684
 CQ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR800864(NAD 83)
 CQ0684_MARKER: DB = BENCH MARK DISK
 CQ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0684_STAMPING: Q 114 1949
 CQ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0684+STABILITY: SURFACE MOTION
 CQ0684
 CQ0684  HISTORY     - Date     Condition        Report By
 CQ0684  HISTORY     - 1949     MONUMENTED       CGS
 CQ0684
 CQ0684                          STATION DESCRIPTION
 CQ0684
 CQ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0684'7.4 MI S FROM BROWNVILLE.
 CQ0684'4.5 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0684'HIGHWAYS 200 AND 1607 AT BROWNVILLE, THENCE 1.25 MILES SOUTHEAST ALONG
 CQ0684'A PARISH ROAD, THENCE 1.65 MILES EAST ALONG A PARISH ROAD.  200 FEET
 CQ0684'SOUTHWEST OF THE OUACHITA RIVER, 60 FEET NORTHWEST OF THE CENTER LINE
 CQ0684'OF THE ROAD, 19.4 FEET SOUTHEAST OF THE HARVEY CLOYD FARMHOUSE, 14.5
 CQ0684'FEET SOUTHWEST OF THE EAST CORNER OF THE YARD FENCE, 9 FEET NORTHEAST
 CQ0684'OF THE CENTER OF A GATE, 1.4 FEET SOUTHEAST OF A FENCE, SET IN THE TOP
 CQ0684'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0343 ***********************************************************************
 CQ0343  DESIGNATION -  Q 115
 CQ0343  PID         -  CQ0343
 CQ0343  STATE/COUNTY-  LA/OUACHITA
 CQ0343  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0343
 CQ0343                         *CURRENT SURVEY CONTROL
 CQ0343  ___________________________________________________________________
 CQ0343* NAD 83(1986)-  32 30 08.     (N)    092 10 06.     (W)     SCALED    
 CQ0343* NAVD 88     -        30.24   (+/-2cm)      99.2    (feet)  VERTCON   
 CQ0343  ___________________________________________________________________
 CQ0343  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0343
 CQ0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0343
 CQ0343.The horizontal coordinates were scaled from a topographic map and have
 CQ0343.an estimated accuracy of +/- 6 seconds.
 CQ0343
 CQ0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0343.The vertical order pertains to the NGVD 29 superseded value.
 CQ0343
 CQ0343.The geoid height was determined by GEOID03.
 CQ0343
 CQ0343;                    North         East    Units  Estimated Accuracy
 CQ0343;SPC LA N     -   222,050.    1,031,170.      MT  (+/- 180 meters Scaled)
 CQ0343
 CQ0343                          SUPERSEDED SURVEY CONTROL
 CQ0343
 CQ0343  NGVD 29 (??/??/??)   30.289  (m)           99.37   (f) ADJUSTED    2 0
 CQ0343
 CQ0343.Superseded values are not recommended for survey control.
 CQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0343.See file dsdata.txt to determine how the superseded data were derived.
 CQ0343
 CQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR781964(NAD 83)
 CQ0343_MARKER: DB = BENCH MARK DISK
 CQ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0343_STAMPING: Q 115 1949
 CQ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0343+STABILITY: SURFACE MOTION
 CQ0343
 CQ0343  HISTORY     - Date     Condition        Report By
 CQ0343  HISTORY     - 1949     MONUMENTED       CGS
 CQ0343
 CQ0343                          STATION DESCRIPTION
 CQ0343
 CQ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0343'1.7 MI NW FROM BROWNVILLE.
 CQ0343'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 1607 FROM THE JUNCTION OF
 CQ0343'STATE HIGHWAYS 200 AND 1607 AT BROWNVILLE, AT A Y ROAD JUNCTION, 150
 CQ0343'FEET SOUTHWEST OF A FARMHOUSE, ON THE INSIDE OF A CURVE, 86 FEET
 CQ0343'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF THE
 CQ0343'CENTER LINE OF A SIDE ROAD LEADING WEST, 10 FEET SOUTH OF A 30 INCH
 CQ0343'PINE TREE WHICH IS USED AS A CORNER FENCE POST, 2.2 FEET WEST OF A
 CQ0343'FENCE, 2.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ0343'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0892 ***********************************************************************
 CQ0892  DESIGNATION -  Q 116
 CQ0892  PID         -  CQ0892
 CQ0892  STATE/COUNTY-  LA/CALDWELL
 CQ0892  USGS QUAD   -  VIXEN (1989)
 CQ0892
 CQ0892                         *CURRENT SURVEY CONTROL
 CQ0892  ___________________________________________________________________
 CQ0892* NAD 83(1986)-  32 14 03.     (N)    092 16 07.     (W)     SCALED    
 CQ0892* NAVD 88     -        57.07   (+/-2cm)     187.2    (feet)  VERTCON   
 CQ0892  ___________________________________________________________________
 CQ0892  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0892
 CQ0892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0892
 CQ0892.The horizontal coordinates were scaled from a topographic map and have
 CQ0892.an estimated accuracy of +/- 6 seconds.
 CQ0892
 CQ0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0892.The vertical order pertains to the NGVD 29 superseded value.
 CQ0892
 CQ0892.The geoid height was determined by GEOID03.
 CQ0892
 CQ0892;                    North         East    Units  Estimated Accuracy
 CQ0892;SPC LA N     -   192,300.    1,021,810.      MT  (+/- 180 meters Scaled)
 CQ0892
 CQ0892                          SUPERSEDED SURVEY CONTROL
 CQ0892
 CQ0892  NGVD 29 (??/??/??)   57.104  (m)          187.35   (f) ADJUSTED    2 0
 CQ0892
 CQ0892.Superseded values are not recommended for survey control.
 CQ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0892.See file dsdata.txt to determine how the superseded data were derived.
 CQ0892
 CQ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR689666(NAD 83)
 CQ0892_MARKER: DB = BENCH MARK DISK
 CQ0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0892_STAMPING: Q 116 1949
 CQ0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0892+STABILITY: SURFACE MOTION
 CQ0892
 CQ0892  HISTORY     - Date     Condition        Report By
 CQ0892  HISTORY     - 1949     MONUMENTED       CGS
 CQ0892
 CQ0892                          STATION DESCRIPTION
 CQ0892
 CQ0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0892'IN VIXEN.
 CQ0892'AT VIXEN, AT THE JUNCTION OF STATE HIGHWAY NO. 17 WITH STATE HIGHWAY
 CQ0892'NO. 200, 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 200 FROM A SIDE
 CQ0892'ROAD LEADING EAST, 140 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 CQ0892'NO. 17, 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 45
 CQ0892'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 200, 7 FEET EAST OF
 CQ0892'THE CENTER LINE OF A GATE, 1 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A
 CQ0892'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 4 FEET
 CQ0892'AND PROJECTING 0.4 FOOT ABOVE THE GROUND. NOTE-- STATE HIGHWAY 17 IS
 CQ0892'NOW STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0642 ***********************************************************************
 CQ0642  DESIGNATION -  Q 117
 CQ0642  PID         -  CQ0642
 CQ0642  STATE/COUNTY-  LA/OUACHITA
 CQ0642  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0642
 CQ0642                         *CURRENT SURVEY CONTROL
 CQ0642  ___________________________________________________________________
 CQ0642* NAD 83(1986)-  32 27 37.     (N)    092 10 46.     (W)     SCALED    
 CQ0642* NAVD 88     -        23.72   (+/-2cm)      77.8    (feet)  VERTCON   
 CQ0642  ___________________________________________________________________
 CQ0642  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0642
 CQ0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0642
 CQ0642.The horizontal coordinates were scaled from a topographic map and have
 CQ0642.an estimated accuracy of +/- 6 seconds.
 CQ0642
 CQ0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0642.The vertical order pertains to the NGVD 29 superseded value.
 CQ0642
 CQ0642.The geoid height was determined by GEOID03.
 CQ0642
 CQ0642;                    North         East    Units  Estimated Accuracy
 CQ0642;SPC LA N     -   217,390.    1,030,140.      MT  (+/- 180 meters Scaled)
 CQ0642
 CQ0642                          SUPERSEDED SURVEY CONTROL
 CQ0642
 CQ0642  NGVD 29 (??/??/??)   23.762  (m)           77.96   (f) ADJUSTED    2 0
 CQ0642
 CQ0642.Superseded values are not recommended for survey control.
 CQ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0642.See file dsdata.txt to determine how the superseded data were derived.
 CQ0642
 CQ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR771917(NAD 83)
 CQ0642_MARKER: DB = BENCH MARK DISK
 CQ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0642_STAMPING: Q 117 1949
 CQ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0642+STABILITY: SURFACE MOTION
 CQ0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0642+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 CQ0642
 CQ0642  HISTORY     - Date     Condition        Report By
 CQ0642  HISTORY     - 1949     MONUMENTED       CGS
 CQ0642  HISTORY     - 1991     GOOD             USPSQD
 CQ0642  HISTORY     - 20050609 GOOD             GEOCAC
 CQ0642
 CQ0642                          STATION DESCRIPTION
 CQ0642
 CQ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0642'1.3 MI SW FROM BAWCOMVILLE.
 CQ0642'1.3 MILES SOUTHWEST ALONG A PARISH ROAD FROM THE BAWCOMVILLE GRADE
 CQ0642'SCHOOL AT BAWCOMVILLE, 0.3 MILE SOUTHWEST OF A CROSS ROAD, AT THE
 CQ0642'NORTHEAST END OF A LONG FILL AT THE NORTHEAST SIDE OF A LAKE FORMED BY
 CQ0642'THE CHENIERE DAM, 87 FEET NORTHEAST OF THE CENTER LINE OF A SIDE ROAD
 CQ0642'LEADING NORTHWEST TO THE LAKE EDGE, 55 FEET NORTHWEST OF THE CENTER
 CQ0642'LINE OF THE MAIN ROAD, 3.5 FEET NORTHEAST OF A REFERENCE POST, SET IN
 CQ0642'THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.2
 CQ0642'FOOT ABOVE THE GROUND.
 CQ0642
 CQ0642                          STATION RECOVERY (1991)
 CQ0642
 CQ0642'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJ)
 CQ0642'RECOVERED IN GOOD CONDITION.
 CQ0642
 CQ0642                          STATION RECOVERY (2005)
 CQ0642
 CQ0642'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0667 ***********************************************************************
 CQ0667  DESIGNATION -  Q 118
 CQ0667  PID         -  CQ0667
 CQ0667  STATE/COUNTY-  LA/OUACHITA
 CQ0667  USGS QUAD   -  CHATHAM SE (1982)
 CQ0667
 CQ0667                         *CURRENT SURVEY CONTROL
 CQ0667  ___________________________________________________________________
 CQ0667* NAD 83(1986)-  32 21 16.     (N)    092 18 22.     (W)     SCALED    
 CQ0667* NAVD 88     -        77.44   (+/-2cm)     254.1    (feet)  VERTCON   
 CQ0667  ___________________________________________________________________
 CQ0667  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0667
 CQ0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0667
 CQ0667.The horizontal coordinates were scaled from a topographic map and have
 CQ0667.an estimated accuracy of +/- 6 seconds.
 CQ0667
 CQ0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0667.The vertical order pertains to the NGVD 29 superseded value.
 CQ0667
 CQ0667.The geoid height was determined by GEOID03.
 CQ0667
 CQ0667;                    North         East    Units  Estimated Accuracy
 CQ0667;SPC LA N     -   205,630.    1,018,250.      MT  (+/- 180 meters Scaled)
 CQ0667
 CQ0667                          SUPERSEDED SURVEY CONTROL
 CQ0667
 CQ0667  NGVD 29 (??/??/??)   77.482  (m)          254.21   (f) ADJUSTED    2 0
 CQ0667
 CQ0667.Superseded values are not recommended for survey control.
 CQ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0667.See file dsdata.txt to determine how the superseded data were derived.
 CQ0667
 CQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR652799(NAD 83)
 CQ0667_MARKER: DB = BENCH MARK DISK
 CQ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0667_STAMPING: Q 118 1949
 CQ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0667+STABILITY: SURFACE MOTION
 CQ0667
 CQ0667  HISTORY     - Date     Condition        Report By
 CQ0667  HISTORY     - 1949     MONUMENTED       CGS
 CQ0667  HISTORY     - 1950     GOOD             CGS
 CQ0667  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0667
 CQ0667                          STATION DESCRIPTION
 CQ0667
 CQ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0667'2.9 MI SE FROM OKALOOSA.
 CQ0667'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0667'OKALOOSA, THENCE 1.4 MILES SOUTH ALONG A PARISH ROAD.  AT A T-JUNCTION
 CQ0667'OF THE PARISH ROAD AND STATE HIGHWAY NO. 543, 69 FEET NORTHWEST OF THE
 CQ0667'CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF THE CENTER LINE OF
 CQ0667'THE PARISH ROAD LEADING NORTHWEST, 10 FEET NORTHEAST OF THE EAST
 CQ0667'CORNER OF A SMALL BUILDING, 5 FEET SOUTHEAST OF AN 8-INCH OAK TREE,
 CQ0667'1.6 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 CQ0667'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CQ0667
 CQ0667                          STATION RECOVERY (1990)
 CQ0667
 CQ0667'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0597 ***********************************************************************
 CQ0597  DESIGNATION -  Q 119
 CQ0597  PID         -  CQ0597
 CQ0597  STATE/COUNTY-  LA/CALDWELL
 CQ0597  USGS QUAD   -  BLANKSTON (1989)
 CQ0597
 CQ0597                         *CURRENT SURVEY CONTROL
 CQ0597  ___________________________________________________________________
 CQ0597* NAD 83(1986)-  32 13 09.     (N)    092 14 23.     (W)     SCALED    
 CQ0597* NAVD 88     -        66.46   (+/-2cm)     218.0    (feet)  VERTCON   
 CQ0597  ___________________________________________________________________
 CQ0597  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0597
 CQ0597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0597
 CQ0597.The horizontal coordinates were scaled from a topographic map and have
 CQ0597.an estimated accuracy of +/- 6 seconds.
 CQ0597
 CQ0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0597.The vertical order pertains to the NGVD 29 superseded value.
 CQ0597
 CQ0597.The geoid height was determined by GEOID03.
 CQ0597
 CQ0597;                    North         East    Units  Estimated Accuracy
 CQ0597;SPC LA N     -   190,640.    1,024,530.      MT  (+/- 180 meters Scaled)
 CQ0597
 CQ0597                          SUPERSEDED SURVEY CONTROL
 CQ0597
 CQ0597  NGVD 29 (??/??/??)   66.486  (m)          218.13   (f) ADJUSTED    2 0
 CQ0597
 CQ0597.Superseded values are not recommended for survey control.
 CQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0597.See file dsdata.txt to determine how the superseded data were derived.
 CQ0597
 CQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR716649(NAD 83)
 CQ0597_MARKER: DB = BENCH MARK DISK
 CQ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0597_STAMPING: Q 119 1949
 CQ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0597+STABILITY: SURFACE MOTION
 CQ0597
 CQ0597  HISTORY     - Date     Condition        Report By
 CQ0597  HISTORY     - 1949     MONUMENTED       CGS
 CQ0597  HISTORY     - 1950     GOOD             CGS
 CQ0597  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0597
 CQ0597                          STATION DESCRIPTION
 CQ0597
 CQ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0597'1.9 MI SE FROM VIXEN.
 CQ0597'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE JUNCTION OF
 CQ0597'STATE HIGHWAY NO. 17 WITH STATE HIGHWAY NO. 200 AT VIXEN, AT A
 CQ0597'Y-JUNCTION OF ROADS, JUST SOUTHEAST OF A CURVE IN THE HIGHWAY WITH
 CQ0597'TANGENTS LEADING NORTHWEST AND SOUTH, ABOUT 350 FEET SOUTHEAST OF A
 CQ0597'SIDE ROAD LEADING WEST, 59 FEET EAST OF THE CENTER LINE OF THE
 CQ0597'HIGHWAY, 25 FEET SOUTHEAST OF THE CENTER LINE OF A SIDE ROAD LEADING
 CQ0597'NORTHEAST, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 CQ0597'CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 CQ0597'GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.
 CQ0597
 CQ0597                          STATION RECOVERY (1986)
 CQ0597
 CQ0597'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0849 ***********************************************************************
 CQ0849  DESIGNATION -  Q 120
 CQ0849  PID         -  CQ0849
 CQ0849  STATE/COUNTY-  LA/CALDWELL
 CQ0849  USGS QUAD   -  BLANKSTON (1989)
 CQ0849
 CQ0849                         *CURRENT SURVEY CONTROL
 CQ0849  ___________________________________________________________________
 CQ0849* NAD 83(1986)-  32 08 20.     (N)    092 13 40.     (W)     SCALED    
 CQ0849* NAVD 88     -        41.75   (+/-2cm)     137.0    (feet)  VERTCON   
 CQ0849  ___________________________________________________________________
 CQ0849  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0849
 CQ0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0849
 CQ0849.The horizontal coordinates were scaled from a topographic map and have
 CQ0849.an estimated accuracy of +/- 6 seconds.
 CQ0849
 CQ0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0849.The vertical order pertains to the NGVD 29 superseded value.
 CQ0849
 CQ0849.The geoid height was determined by GEOID03.
 CQ0849
 CQ0849;                    North         East    Units  Estimated Accuracy
 CQ0849;SPC LA N     -   181,750.    1,025,680.      MT  (+/- 180 meters Scaled)
 CQ0849
 CQ0849                          SUPERSEDED SURVEY CONTROL
 CQ0849
 CQ0849  NGVD 29 (??/??/??)   41.779  (m)          137.07   (f) ADJUSTED    2 0
 CQ0849
 CQ0849.Superseded values are not recommended for survey control.
 CQ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0849.See file dsdata.txt to determine how the superseded data were derived.
 CQ0849
 CQ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR728560(NAD 83)
 CQ0849_MARKER: DB = BENCH MARK DISK
 CQ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0849_STAMPING: Q 120 1949
 CQ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0849+STABILITY: SURFACE MOTION
 CQ0849
 CQ0849  HISTORY     - Date     Condition        Report By
 CQ0849  HISTORY     - 1949     MONUMENTED       CGS
 CQ0849  HISTORY     - 1950     GOOD             CGS
 CQ0849  HISTORY     - 1980     GOOD             LADTD
 CQ0849
 CQ0849                          STATION DESCRIPTION
 CQ0849
 CQ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0849'3.2 MI W FROM MOUNT PLEASANT.
 CQ0849'3.2 MILES WEST ALONG A PARISH ROAD FROMTHE MOUNT PLEASANT CHURCH AT
 CQ0849'MOUNT PLEASANT, AT A Y-JUNCTION OF ROADS, 46 FEET NORTHEAST OF THE
 CQ0849'NORTHEAST CORNER OF ROSA ESTESS FARMHOUSE, 38 FEET SOUTH OF THE CENTER
 CQ0849'LINE OF THE ROAD, 10 FEET EAST OF THE CENTER LINE OF A GATE, 1.3 FEET
 CQ0849'NORTH OF A FENCE, 1.2 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF
 CQ0849'A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.4 FOOT ABOVE THE
 CQ0849'GROUND.
 CQ0849
 CQ0849                          STATION RECOVERY (1980)
 CQ0849
 CQ0849'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1484 ***********************************************************************
 BX1484  DESIGNATION -  Q 121
 BX1484  PID         -  BX1484
 BX1484  STATE/COUNTY-  LA/WINN
 BX1484  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1484
 BX1484                         *CURRENT SURVEY CONTROL
 BX1484  ___________________________________________________________________
 BX1484* NAD 83(1986)-  31 55 17.     (N)    092 40 18.     (W)     SCALED    
 BX1484* NAVD 88     -        48.15   (+/-2cm)     158.0    (feet)  VERTCON   
 BX1484  ___________________________________________________________________
 BX1484  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1484
 BX1484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1484
 BX1484.The horizontal coordinates were scaled from a topographic map and have
 BX1484.an estimated accuracy of +/- 6 seconds.
 BX1484
 BX1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1484.The vertical order pertains to the NGVD 29 superseded value.
 BX1484
 BX1484.The geoid height was determined by GEOID03.
 BX1484
 BX1484;                    North         East    Units  Estimated Accuracy
 BX1484;SPC LA N     -   157,610.      983,770.      MT  (+/- 180 meters Scaled)
 BX1484
 BX1484                          SUPERSEDED SURVEY CONTROL
 BX1484
 BX1484  NGVD 29 (??/??/??)   48.176  (m)          158.06   (f) ADJUSTED    2 0
 BX1484
 BX1484.Superseded values are not recommended for survey control.
 BX1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1484.See file dsdata.txt to determine how the superseded data were derived.
 BX1484
 BX1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR310317(NAD 83)
 BX1484_MARKER: DB = BENCH MARK DISK
 BX1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1484_STAMPING: Q 121 1949
 BX1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1484+STABILITY: SURFACE MOTION
 BX1484
 BX1484  HISTORY     - Date     Condition        Report By
 BX1484  HISTORY     - 1949     MONUMENTED       CGS
 BX1484  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1484  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1484
 BX1484                          STATION DESCRIPTION
 BX1484
 BX1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1484'2.1 MI W FROM WINNFIELD.
 BX1484'2.1 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1484'46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 74.0 FEET SOUTHEAST
 BX1484'OF THE SOUTHEAST CORNER OF A HOUSE, 24 FEET EAST OF THE CENTER LINE OF
 BX1484'A PRIVATE DRIVEWAY, 16.0 FEET SOUTHWEST OF A FENCE CORNER, 5.3 FEET
 BX1484'EAST OF A POWER POLE, 3.0 FEET EAST OF A WITNESS POST, SET IN THE TOP
 BX1484'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1484
 BX1484                          STATION RECOVERY (1981)
 BX1484
 BX1484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1484'MARK NOT FOUND.
 BX1484
 BX1484                          STATION RECOVERY (1998)
 BX1484
 BX1484'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1437 ***********************************************************************
 BX1437  DESIGNATION -  Q 122
 BX1437  PID         -  BX1437
 BX1437  STATE/COUNTY-  LA/WINN
 BX1437  USGS QUAD   -  ATLANTA (1984)
 BX1437
 BX1437                         *CURRENT SURVEY CONTROL
 BX1437  ___________________________________________________________________
 BX1437* NAD 83(1986)-  31 48 25.     (N)    092 44 00.     (W)     SCALED    
 BX1437* NAVD 88     -        75.61   (+/-2cm)     248.1    (feet)  VERTCON   
 BX1437  ___________________________________________________________________
 BX1437  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX1437
 BX1437  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1437
 BX1437.The horizontal coordinates were scaled from a topographic map and have
 BX1437.an estimated accuracy of +/- 6 seconds.
 BX1437
 BX1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1437.The vertical order pertains to the NGVD 29 superseded value.
 BX1437
 BX1437.The geoid height was determined by GEOID03.
 BX1437
 BX1437;                    North         East    Units  Estimated Accuracy
 BX1437;SPC LA N     -   144,930.      977,910.      MT  (+/- 180 meters Scaled)
 BX1437
 BX1437                          SUPERSEDED SURVEY CONTROL
 BX1437
 BX1437  NGVD 29 (??/??/??)   75.627  (m)          248.12   (f) ADJUSTED    1 2
 BX1437
 BX1437.Superseded values are not recommended for survey control.
 BX1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1437.See file dsdata.txt to determine how the superseded data were derived.
 BX1437
 BX1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR252190(NAD 83)
 BX1437_MARKER: DB = BENCH MARK DISK
 BX1437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1437_SP_SET: BUILDING
 BX1437_STAMPING: Q 122 1949
 BX1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1437+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005
 BX1437
 BX1437  HISTORY     - Date     Condition        Report By
 BX1437  HISTORY     - 1949     MONUMENTED       CGS
 BX1437  HISTORY     - 20050610 GOOD             USPSQD
 BX1437
 BX1437                          STATION DESCRIPTION
 BX1437
 BX1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1437'IN ATLANTA.
 BX1437'AT ATLANTA, 2.0 FEET SOUTH OF THE NORTHWEST CORNER OF THE HIGH SCHOOL,
 BX1437'3.0 FEET ABOVE THE GROUND, SET VERTICALLY IN THE WEST BRICK WALL OF
 BX1437'THE HIGH SCHOOL BUILDING.  NOTE-- THIS MARK SETTLED ABOUT 1 INCH
 BX1437'DURING THE MONTH OF DECEMBER, 1949, IT SHOULD BE USED WITH CAUTION.
 BX1437
 BX1437                          STATION RECOVERY (2005)
 BX1437
 BX1437'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJH)
 BX1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0381 ***********************************************************************
 BX0381  DESIGNATION -  Q 123
 BX0381  PID         -  BX0381
 BX0381  STATE/COUNTY-  LA/CALDWELL
 BX0381  USGS QUAD   -  HOLUM (1988)
 BX0381
 BX0381                         *CURRENT SURVEY CONTROL
 BX0381  ___________________________________________________________________
 BX0381* NAD 83(1986)-  31 59 54.     (N)    092 06 49.     (W)     SCALED    
 BX0381* NAVD 88     -        65.76   (+/-2cm)     215.7    (feet)  VERTCON   
 BX0381  ___________________________________________________________________
 BX0381  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0381
 BX0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0381
 BX0381.The horizontal coordinates were scaled from a topographic map and have
 BX0381.an estimated accuracy of +/- 6 seconds.
 BX0381
 BX0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0381.The vertical order pertains to the NGVD 29 superseded value.
 BX0381
 BX0381.The geoid height was determined by GEOID03.
 BX0381
 BX0381;                    North         East    Units  Estimated Accuracy
 BX0381;SPC LA N     -   166,190.    1,036,510.      MT  (+/- 180 meters Scaled)
 BX0381
 BX0381                          SUPERSEDED SURVEY CONTROL
 BX0381
 BX0381  NGVD 29 (??/??/??)   65.769  (m)          215.78   (f) ADJUSTED    2 0
 BX0381
 BX0381.Superseded values are not recommended for survey control.
 BX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0381.See file dsdata.txt to determine how the superseded data were derived.
 BX0381
 BX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR837405(NAD 83)
 BX0381_MARKER: DB = BENCH MARK DISK
 BX0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0381_STAMPING: Q 123 1949
 BX0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0381+STABILITY: SURFACE MOTION
 BX0381
 BX0381  HISTORY     - Date     Condition        Report By
 BX0381  HISTORY     - 1949     MONUMENTED       CGS
 BX0381  HISTORY     - 1959     GOOD             CGS
 BX0381
 BX0381                          STATION DESCRIPTION
 BX0381
 BX0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX0381'2.05 MI SW FROM HOLUM.
 BX0381'LOCATED 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 849 FROM THE JUNCTION
 BX0381'OF STATE HIGHWAY 126 AND 849 AT HOLUM, THENCE 1.75 MILES WEST ALONG A
 BX0381'GRADED DIRT ROAD AT THE JUNCTION WITH STATE HIGHWAY 850, 59 FEET
 BX0381'SOUTHWEST OF THE INTERSECTIONS OF THE CENTER LINES OF THE DIRT ROAD
 BX0381'AND STATE HIGHWAY 850, 38 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 BX0381'850, 10 FEET NORTH OF A 10 INCH BLAZED OAK TREE, 10 FEET SOUTHEAST OF
 BX0381'A 16 INCH BLAZED OAK TREE AND 1.5 FEET WEST OF A METAL WITNESS POST
 BX0381'BEARING A WHITE SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BX0381'12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0517 ***********************************************************************
 BX0517  DESIGNATION -  Q 124
 BX0517  PID         -  BX0517
 BX0517  STATE/COUNTY-  LA/LA SALLE
 BX0517  USGS QUAD   -  JENA WEST (1985)
 BX0517
 BX0517                         *CURRENT SURVEY CONTROL
 BX0517  ___________________________________________________________________
 BX0517* NAD 83(1986)-  31 44 34.     (N)    092 13 03.     (W)     SCALED    
 BX0517* NAVD 88     -        38.77   (+/-2cm)     127.2    (feet)  VERTCON   
 BX0517  ___________________________________________________________________
 BX0517  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0517
 BX0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0517
 BX0517.The horizontal coordinates were scaled from a topographic map and have
 BX0517.an estimated accuracy of +/- 6 seconds.
 BX0517
 BX0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0517.The vertical order pertains to the NGVD 29 superseded value.
 BX0517
 BX0517.The geoid height was determined by GEOID03.
 BX0517
 BX0517;                    North         East    Units  Estimated Accuracy
 BX0517;SPC LA N     -   137,830.    1,026,770.      MT  (+/- 180 meters Scaled)
 BX0517
 BX0517                          SUPERSEDED SURVEY CONTROL
 BX0517
 BX0517  NGVD 29 (??/??/??)   38.774  (m)          127.21   (f) ADJUSTED    2 0
 BX0517
 BX0517.Superseded values are not recommended for survey control.
 BX0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0517.See file dsdata.txt to determine how the superseded data were derived.
 BX0517
 BX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR741121(NAD 83)
 BX0517_MARKER: DB = BENCH MARK DISK
 BX0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0517_STAMPING: Q 124 1949
 BX0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0517+STABILITY: SURFACE MOTION
 BX0517
 BX0517  HISTORY     - Date     Condition        Report By
 BX0517  HISTORY     - 1949     MONUMENTED       CGS
 BX0517  HISTORY     - 1950     GOOD             CGS
 BX0517
 BX0517                          STATION DESCRIPTION
 BX0517
 BX0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0517'4.15 MI W FROM SUMMERVILLE.
 BX0517'4.15 MILES WEST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION AND
 BX0517'COUNTRY STORE AT SUMMERVILLE, 35 FEET SOUTHWEST OF THE CENTER LINE OF
 BX0517'THE HIGHWAY, 14 FEET SOUTH OF A POWER POLE, 19 FEET EAST OF A 10 INCH
 BX0517'BLAZED OAK TREE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BX0517'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0526 ***********************************************************************
 BX0526  DESIGNATION -  Q 125
 BX0526  PID         -  BX0526
 BX0526  STATE/COUNTY-  LA/LA SALLE
 BX0526  USGS QUAD   -  JENA WEST (1985)
 BX0526
 BX0526                         *CURRENT SURVEY CONTROL
 BX0526  ___________________________________________________________________
 BX0526* NAD 83(1986)-  31 41 54.     (N)    092 07 50.     (W)     SCALED    
 BX0526* NAVD 88     -        64.79   (+/-2cm)     212.6    (feet)  VERTCON   
 BX0526  ___________________________________________________________________
 BX0526  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX0526
 BX0526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0526
 BX0526.The horizontal coordinates were scaled from a topographic map and have
 BX0526.an estimated accuracy of +/- 6 seconds.
 BX0526
 BX0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0526.The vertical order pertains to the NGVD 29 superseded value.
 BX0526
 BX0526.The geoid height was determined by GEOID03.
 BX0526
 BX0526;                    North         East    Units  Estimated Accuracy
 BX0526;SPC LA N     -   132,930.    1,035,020.      MT  (+/- 180 meters Scaled)
 BX0526
 BX0526                          SUPERSEDED SURVEY CONTROL
 BX0526
 BX0526  NGVD 29 (??/??/??)   64.780  (m)          212.53   (f) ADJUSTED    2 0
 BX0526
 BX0526.Superseded values are not recommended for survey control.
 BX0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0526.See file dsdata.txt to determine how the superseded data were derived.
 BX0526
 BX0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR823073(NAD 83)
 BX0526_MARKER: DB = BENCH MARK DISK
 BX0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0526_STAMPING: Q 125 1950
 BX0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0526+STABILITY: SURFACE MOTION
 BX0526
 BX0526  HISTORY     - Date     Condition        Report By
 BX0526  HISTORY     - 1950     MONUMENTED       CGS
 BX0526
 BX0526                          STATION DESCRIPTION
 BX0526
 BX0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0526'0.9 MI NW FROM JENA.
 BX0526'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT JENA,
 BX0526'AT THE HOME OF C.Y. CARRAWY, 38 FEET EAST OF THE CENTER LINE OF THE
 BX0526'HIGHWAY, 94 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 BX0526'87.0 FEET SOUTH OF THE NORTHWEST CORNER OF THE HOUSE, 5.0 FEET NORTH
 BX0526'OF THE SOUTHWEST CORNER OF THE YARD FENCE, 1.0 FOOT WEST OF THE FENCE,
 BX0526'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BX0526'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0433 ***********************************************************************
 BX0433  DESIGNATION -  Q 126
 BX0433  PID         -  BX0433
 BX0433  STATE/COUNTY-  LA/LA SALLE
 BX0433  USGS QUAD   -  JENA EAST (1985)
 BX0433
 BX0433                         *CURRENT SURVEY CONTROL
 BX0433  ___________________________________________________________________
 BX0433* NAD 83(1986)-  31 42 25.     (N)    092 01 27.     (W)     SCALED    
 BX0433* NAVD 88     -        54.67   (+/-2cm)     179.4    (feet)  VERTCON   
 BX0433  ___________________________________________________________________
 BX0433  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX0433
 BX0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0433
 BX0433.The horizontal coordinates were scaled from a topographic map and have
 BX0433.an estimated accuracy of +/- 6 seconds.
 BX0433
 BX0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0433.The vertical order pertains to the NGVD 29 superseded value.
 BX0433
 BX0433.The geoid height was determined by GEOID03.
 BX0433
 BX0433;                    North         East    Units  Estimated Accuracy
 BX0433;SPC LA N     -   133,920.    1,045,100.      MT  (+/- 180 meters Scaled)
 BX0433
 BX0433                          SUPERSEDED SURVEY CONTROL
 BX0433
 BX0433  NGVD 29 (??/??/??)   54.662  (m)          179.34   (f) ADJUSTED    2 0
 BX0433
 BX0433.Superseded values are not recommended for survey control.
 BX0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0433.See file dsdata.txt to determine how the superseded data were derived.
 BX0433
 BX0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR924083(NAD 83)
 BX0433_MARKER: DB = BENCH MARK DISK
 BX0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0433_STAMPING: Q 126 1950
 BX0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0433+STABILITY: SURFACE MOTION
 BX0433
 BX0433  HISTORY     - Date     Condition        Report By
 BX0433  HISTORY     - 1950     MONUMENTED       CGS
 BX0433
 BX0433                          STATION DESCRIPTION
 BX0433
 BX0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0433'4.4 MI W FROM MANIFEST.
 BX0433'4.4 MILES WEST ALONG A WINDING DIRT ROAD FROM THE POST OFFICE AT
 BX0433'MANIFEST, AT A JUNCTION WITH A LOGGING ROAD LEADING SOUTHWEST, 54 FEET
 BX0433'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 39 FEET NORTHEAST OF AN 8
 BX0433'INCH TRIANGULAR BLAZED PINE TREE, 39 FEET NORTH OF A 10 INCH
 BX0433'TRIANGULAR BLAZED PINE TREE, 21 FEET SOUTHWEST OF AN 8 INCH TRIANGULAR
 BX0433'BLAZED PINE TREE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BX0433'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. MANIFEST, ON
 BX0433'TOP OF A KNOLL, IN THE CENTER OF A TRIANGLE FORMED BY A ROAD JUNCTION,
 BX0433'30 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 60 FEET
 BX0433'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD, 34
 BX0433'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST AND SOUTHWEST ROAD,
 BX0433'1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0433'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0825 ***********************************************************************
 CQ0825  DESIGNATION -  Q 127
 CQ0825  PID         -  CQ0825
 CQ0825  STATE/COUNTY-  LA/CALDWELL
 CQ0825  USGS QUAD   -  CLARKS (1989)
 CQ0825
 CQ0825                         *CURRENT SURVEY CONTROL
 CQ0825  ___________________________________________________________________
 CQ0825* NAD 83(1986)-  32 04 35.     (N)    092 10 25.     (W)     SCALED    
 CQ0825* NAVD 88     -        49.43   (+/-2cm)     162.2    (feet)  VERTCON   
 CQ0825  ___________________________________________________________________
 CQ0825  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0825
 CQ0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0825
 CQ0825.The horizontal coordinates were scaled from a topographic map and have
 CQ0825.an estimated accuracy of +/- 6 seconds.
 CQ0825
 CQ0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0825.The vertical order pertains to the NGVD 29 superseded value.
 CQ0825
 CQ0825.The geoid height was determined by GEOID03.
 CQ0825
 CQ0825;                    North         East    Units  Estimated Accuracy
 CQ0825;SPC LA N     -   174,830.    1,030,810.      MT  (+/- 180 meters Scaled)
 CQ0825
 CQ0825                          SUPERSEDED SURVEY CONTROL
 CQ0825
 CQ0825  NGVD 29 (??/??/??)   49.449  (m)          162.23   (f) ADJUSTED    2 0
 CQ0825
 CQ0825.Superseded values are not recommended for survey control.
 CQ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0825.See file dsdata.txt to determine how the superseded data were derived.
 CQ0825
 CQ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR779492(NAD 83)
 CQ0825_MARKER: DB = BENCH MARK DISK
 CQ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0825_STAMPING: Q 127 1950
 CQ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0825+STABILITY: SURFACE MOTION
 CQ0825
 CQ0825  HISTORY     - Date     Condition        Report By
 CQ0825  HISTORY     - 1950     MONUMENTED       CGS
 CQ0825  HISTORY     - 1971     GOOD             NGS
 CQ0825
 CQ0825                          STATION DESCRIPTION
 CQ0825
 CQ0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ0825'4.65 MI NW FROM GRAYSON.
 CQ0825'LOCATED 4.65 MILES NORTHWEST ALONG STATE HIGHWAY 126 (FORMERLY STATE
 CQ0825'HIGHWAY 110) FROM THE JUNCTION WITH U.S. HIGHWAY 165 AT GRAYSON, 133
 CQ0825'FEET SOUTHEAST OF THE SOUTHEAST POINT OF GROUND AT THE JUNCTION OF
 CQ0825'ROADS, 77 FEET EAST OF THE CENTER OF A DOUBLE POLE TRANSMISSION LINE,
 CQ0825'47 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 126, 59 FEET
 CQ0825'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND 1 FOOT NORTHEAST OF A
 CQ0825'METAL WITNESS POST.  IT IS DIRECTLY UNDER A POWERLINE RUNING NORTHWEST
 CQ0825'AND SOUTHEAST, ON THE TOP OF A MOUND OF DIRT ABOUT 10-FEET IN DIAMETER
 CQ0825'LEFT BY THE CONSTRUCTION OF THE HIGHWAY.  IT IS A BENCH MARK DISK SET
 CQ0825'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT 4 FEET
 CQ0825'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1571 ***********************************************************************
 BX1571  DESIGNATION -  Q 129
 BX1571  PID         -  BX1571
 BX1571  STATE/COUNTY-  LA/WINN
 BX1571  USGS QUAD   -  PACKTON (1984)
 BX1571
 BX1571                         *CURRENT SURVEY CONTROL
 BX1571  ___________________________________________________________________
 BX1571* NAD 83(1986)-  31 52 10.     (N)    092 33 05.     (W)     SCALED    
 BX1571* NAVD 88     -        32.74   (+/-2cm)     107.4    (feet)  VERTCON   
 BX1571  ___________________________________________________________________
 BX1571  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX1571
 BX1571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1571
 BX1571.The horizontal coordinates were scaled from a topographic map and have
 BX1571.an estimated accuracy of +/- 6 seconds.
 BX1571
 BX1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1571.The vertical order pertains to the NGVD 29 superseded value.
 BX1571
 BX1571.The geoid height was determined by GEOID03.
 BX1571
 BX1571;                    North         East    Units  Estimated Accuracy
 BX1571;SPC LA N     -   151,840.      995,140.      MT  (+/- 180 meters Scaled)
 BX1571
 BX1571                          SUPERSEDED SURVEY CONTROL
 BX1571
 BX1571  NGVD 29 (??/??/??)   32.766  (m)          107.50   (f) ADJUSTED    2 0
 BX1571
 BX1571.Superseded values are not recommended for survey control.
 BX1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1571.See file dsdata.txt to determine how the superseded data were derived.
 BX1571
 BX1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR424260(NAD 83)
 BX1571_MARKER: DB = BENCH MARK DISK
 BX1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1571_STAMPING: Q 129 1950
 BX1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1571+STABILITY: SURFACE MOTION
 BX1571
 BX1571  HISTORY     - Date     Condition        Report By
 BX1571  HISTORY     - 1950     MONUMENTED       CGS
 BX1571  HISTORY     - 1955     GOOD             CGS
 BX1571  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1571
 BX1571                          STATION DESCRIPTION
 BX1571
 BX1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1571'6.9 MI SE FROM WINNFIELD.
 BX1571'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1571'AT WINNFIELD, THENCE 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 232.
 BX1571'AT A Y-JUNCTION OF ROADS, 83 FEET SOUTHEAST OF THE INTERSECTION OF THE
 BX1571'CENTER LINES OF THE HIGHWAY AND THE SIDE ROAD LEADING SOUTHEAST AND
 BX1571'CURVING TO THE SOUTH, 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BX1571'32 FEET NORTHEAST OF THE CENTER LINE OF THE SIDE ROAD, IN THE WEST
 BX1571'EDGE OF THE WOODS, ABOUT 3 FEET ABOVE HIGHWAY LEVEL, 1.3 FEET EAST OF
 BX1571'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 BX1571'FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX1571
 BX1571                          STATION RECOVERY (1955)
 BX1571
 BX1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1571'RECOVERED IN GOOD CONDITION.
 BX1571
 BX1571                          STATION RECOVERY (1981)
 BX1571
 BX1571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0452 ***********************************************************************
 BX0452  DESIGNATION -  Q 130
 BX0452  PID         -  BX0452
 BX0452  STATE/COUNTY-  LA/CALDWELL
 BX0452  USGS QUAD   -  HOLUM (1988)
 BX0452
 BX0452                         *CURRENT SURVEY CONTROL
 BX0452  ___________________________________________________________________
 BX0452* NAD 83(1986)-  31 57 41.     (N)    092 00 19.     (W)     SCALED    
 BX0452* NAVD 88     -        70.27   (+/-2cm)     230.5    (feet)  VERTCON   
 BX0452  ___________________________________________________________________
 BX0452  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0452
 BX0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0452
 BX0452.The horizontal coordinates were scaled from a topographic map and have
 BX0452.an estimated accuracy of +/- 6 seconds.
 BX0452
 BX0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0452.The vertical order pertains to the NGVD 29 superseded value.
 BX0452
 BX0452.The geoid height was determined by GEOID03.
 BX0452
 BX0452;                    North         East    Units  Estimated Accuracy
 BX0452;SPC LA N     -   162,140.    1,046,760.      MT  (+/- 180 meters Scaled)
 BX0452
 BX0452                          SUPERSEDED SURVEY CONTROL
 BX0452
 BX0452  NGVD 29 (??/??/??)   70.281  (m)          230.58   (f) ADJUSTED    2 0
 BX0452
 BX0452.Superseded values are not recommended for survey control.
 BX0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0452.See file dsdata.txt to determine how the superseded data were derived.
 BX0452
 BX0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR939365(NAD 83)
 BX0452_MARKER: DB = BENCH MARK DISK
 BX0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0452_STAMPING: Q 130 1950
 BX0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0452+STABILITY: SURFACE MOTION
 BX0452
 BX0452  HISTORY     - Date     Condition        Report By
 BX0452  HISTORY     - 1950     MONUMENTED       CGS
 BX0452
 BX0452                          STATION DESCRIPTION
 BX0452
 BX0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0452'7.3 MI N FROM ROSEFIELD.
 BX0452'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0452'ROSEFIELD, THENCE 1.3 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILE
 BX0452'NORTH ALONG A DIRT ROAD.  32 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BX0452'31 FEET NORTH OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 12 FEET
 BX0452'SOUTHWEST OF AN 8 INCH TRIANGULAR BLAZED OAK TREE, 1.6 FEET WEST OF A
 BX0452'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BX0452'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0402 ***********************************************************************
 BX0402  DESIGNATION -  Q 131
 BX0402  PID         -  BX0402
 BX0402  STATE/COUNTY-  LA/LA SALLE
 BX0402  USGS QUAD   -  SUMMERVILLE (1984)
 BX0402
 BX0402                         *CURRENT SURVEY CONTROL
 BX0402  ___________________________________________________________________
 BX0402* NAD 83(1986)-  31 50 44.     (N)    092 08 07.     (W)     SCALED    
 BX0402* NAVD 88     -        64.12   (+/-2cm)     210.4    (feet)  VERTCON   
 BX0402  ___________________________________________________________________
 BX0402  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0402
 BX0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0402
 BX0402.The horizontal coordinates were scaled from a topographic map and have
 BX0402.an estimated accuracy of +/- 6 seconds.
 BX0402
 BX0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0402.The vertical order pertains to the NGVD 29 superseded value.
 BX0402
 BX0402.The geoid height was determined by GEOID03.
 BX0402
 BX0402;                    North         East    Units  Estimated Accuracy
 BX0402;SPC LA N     -   149,250.    1,034,520.      MT  (+/- 180 meters Scaled)
 BX0402
 BX0402                          SUPERSEDED SURVEY CONTROL
 BX0402
 BX0402  NGVD 29 (??/??/??)   64.122  (m)          210.37   (f) ADJUSTED    2 0
 BX0402
 BX0402.Superseded values are not recommended for survey control.
 BX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0402.See file dsdata.txt to determine how the superseded data were derived.
 BX0402
 BX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR818236(NAD 83)
 BX0402_MARKER: DB = BENCH MARK DISK
 BX0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0402_STAMPING: Q 131 1950
 BX0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0402+STABILITY: SURFACE MOTION
 BX0402
 BX0402  HISTORY     - Date     Condition        Report By
 BX0402  HISTORY     - 1950     MONUMENTED       CGS
 BX0402  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0402
 BX0402                          STATION DESCRIPTION
 BX0402
 BX0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0402'12.55 MI SE FROM OLLA.
 BX0402'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0402'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0402'SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A GRAVELED
 BX0402'ROAD, THENCE 0.65 MILE SOUTHEAST ALONG AN ABANDONED ROAD, THENCE 1.5
 BX0402'MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTHWEST ALONG A
 BX0402'DIRT ROAD.  AT A ROAD INTERSECTION, 33 FEET EAST OF THE CENTER LINE OF
 BX0402'THE NORTH AND SOUTH ROAD, 41 FEET NORTH OF THE CENTER LINE OF THE EAST
 BX0402'AND WEST ROAD, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BX0402'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX0402
 BX0402                          STATION RECOVERY (1981)
 BX0402
 BX0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1770 ***********************************************************************
 BW1770  DESIGNATION -  Q 132
 BW1770  PID         -  BW1770
 BW1770  STATE/COUNTY-  LA/CATAHOULA
 BW1770  USGS QUAD   -  AIMWELL (1984)
 BW1770
 BW1770                         *CURRENT SURVEY CONTROL
 BW1770  ___________________________________________________________________
 BW1770* NAD 83(1986)-  31 47 01.     (N)    091 59 30.     (W)     SCALED    
 BW1770* NAVD 88     -        36.73   (+/-2cm)     120.5    (feet)  VERTCON   
 BW1770  ___________________________________________________________________
 BW1770  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BW1770
 BW1770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1770
 BW1770.The horizontal coordinates were scaled from a topographic map and have
 BW1770.an estimated accuracy of +/- 6 seconds.
 BW1770
 BW1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1770.The vertical order pertains to the NGVD 29 superseded value.
 BW1770
 BW1770.The geoid height was determined by GEOID03.
 BW1770
 BW1770;                    North         East    Units  Estimated Accuracy
 BW1770;SPC LA N     -   142,430.    1,048,140.      MT  (+/- 180 meters Scaled)
 BW1770
 BW1770                          SUPERSEDED SURVEY CONTROL
 BW1770
 BW1770  NGVD 29 (??/??/92)   36.726  (m)          120.49   (f) ADJ UNCH    2 0
 BW1770
 BW1770.Superseded values are not recommended for survey control.
 BW1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1770.See file dsdata.txt to determine how the superseded data were derived.
 BW1770
 BW1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR954168(NAD 83)
 BW1770_MARKER: DB = BENCH MARK DISK
 BW1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1770_STAMPING: Q 132 1950
 BW1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1770+STABILITY: SURFACE MOTION
 BW1770
 BW1770  HISTORY     - Date     Condition        Report By
 BW1770  HISTORY     - 1950     MONUMENTED       CGS
 BW1770
 BW1770                          STATION DESCRIPTION
 BW1770
 BW1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1770'0.25 MI E FROM AIMWELL.
 BW1770'0.25 MILE EAST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BW1770'AIMWELL, AT THE AIMWELL CEMETERY, 139 FEET NORTH OF THE CENTER LINE OF
 BW1770'THE HIGHWAY, 4.6 FEET NORTHWEST OF THE EAST CORNER OF THE CEMETERY, 1
 BW1770'FOOT NORTHEAST OF A FENCE, 1.4 FEET SOUTHEAST OF A WITNESS POST, SET
 BW1770'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BW1770'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0369 ***********************************************************************
 CQ0369  DESIGNATION -  Q 137
 CQ0369  PID         -  CQ0369
 CQ0369  STATE/COUNTY-  LA/CALDWELL
 CQ0369  USGS QUAD   -  COLUMBIA (1989)
 CQ0369
 CQ0369                         *CURRENT SURVEY CONTROL
 CQ0369  ___________________________________________________________________
 CQ0369* NAD 83(1986)-  32 04 53.     (N)    092 05 49.     (W)     SCALED    
 CQ0369* NAVD 88     -        57.19   (+/-2cm)     187.6    (feet)  VERTCON   
 CQ0369  ___________________________________________________________________
 CQ0369  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0369
 CQ0369  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0369
 CQ0369.The horizontal coordinates were scaled from a topographic map and have
 CQ0369.an estimated accuracy of +/- 6 seconds.
 CQ0369
 CQ0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0369.The vertical order pertains to the NGVD 29 superseded value.
 CQ0369
 CQ0369.The geoid height was determined by GEOID03.
 CQ0369
 CQ0369;                    North         East    Units  Estimated Accuracy
 CQ0369;SPC LA N     -   175,410.    1,038,050.      MT  (+/- 180 meters Scaled)
 CQ0369
 CQ0369                          SUPERSEDED SURVEY CONTROL
 CQ0369
 CQ0369  NGVD 29 (??/??/??)   57.209  (m)          187.69   (f) ADJUSTED    1 2
 CQ0369
 CQ0369.Superseded values are not recommended for survey control.
 CQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0369.See file dsdata.txt to determine how the superseded data were derived.
 CQ0369
 CQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR852498(NAD 83)
 CQ0369_MARKER: DB = BENCH MARK DISK
 CQ0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0369_SP_SET: CULVERT
 CQ0369_STAMPING: Q 137 1950
 CQ0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0369
 CQ0369  HISTORY     - Date     Condition        Report By
 CQ0369  HISTORY     - 1950     MONUMENTED       CGS
 CQ0369  HISTORY     - 1966     GOOD             CGS
 CQ0369
 CQ0369                          STATION DESCRIPTION
 CQ0369
 CQ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0369'2.4 MI SW FROM COLUMBIA.
 CQ0369'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST
 CQ0369'END OF THE BRIDGE OVER THE QUACHITA RIVER AT CLUMBIA, THENCE 0.6 MILE
 CQ0369'SOUTHWEST ALONG STATE HIGHWAY 4, OR ABOUT 2.35 MILES NORTHEAST ALONG
 CQ0369'THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT GRAYSON, IN SECTION
 CQ0369'30, T 13 N, R 4 E, 86 FEET EAST-NORTHEAST OF THE CENTER OF THE
 CQ0369'CROSSING OF THE MISSOURI PACIFIC RAILROAD AND STATE HIGHWAY 4, 14 FEET
 CQ0369'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 59 FEET EAST OF THE EAST
 CQ0369'RAIL, SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEAD WALL
 CQ0369'OF A CONCRETE BOX CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY AND THE
 CQ0369'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0435 ***********************************************************************
 BX0435  DESIGNATION -  Q 138
 BX0435  PID         -  BX0435
 BX0435  STATE/COUNTY-  LA/CATAHOULA
 BX0435  USGS QUAD   -  JENA EAST (1985)
 BX0435
 BX0435                         *CURRENT SURVEY CONTROL
 BX0435  ___________________________________________________________________
 BX0435* NAD 83(1986)-  31 42 29.     (N)    092 00 01.     (W)     SCALED    
 BX0435* NAVD 88     -        63.65   (+/-2cm)     208.8    (feet)  VERTCON   
 BX0435  ___________________________________________________________________
 BX0435  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX0435
 BX0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0435
 BX0435.The horizontal coordinates were scaled from a topographic map and have
 BX0435.an estimated accuracy of +/- 6 seconds.
 BX0435
 BX0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0435.The vertical order pertains to the NGVD 29 superseded value.
 BX0435
 BX0435.The geoid height was determined by GEOID03.
 BX0435
 BX0435;                    North         East    Units  Estimated Accuracy
 BX0435;SPC LA N     -   134,050.    1,047,370.      MT  (+/- 180 meters Scaled)
 BX0435
 BX0435                          SUPERSEDED SURVEY CONTROL
 BX0435
 BX0435  NGVD 29 (??/??/??)   63.640  (m)          208.79   (f) ADJUSTED    2 0
 BX0435
 BX0435.Superseded values are not recommended for survey control.
 BX0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0435.See file dsdata.txt to determine how the superseded data were derived.
 BX0435
 BX0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR947085(NAD 83)
 BX0435_MARKER: DB = BENCH MARK DISK
 BX0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0435_STAMPING: Q 138 1950
 BX0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0435+STABILITY: SURFACE MOTION
 BX0435
 BX0435  HISTORY     - Date     Condition        Report By
 BX0435  HISTORY     - 1950     MONUMENTED       CGS
 BX0435  HISTORY     - 1979     MARK NOT FOUND   USGS
 BX0435
 BX0435                          STATION DESCRIPTION
 BX0435
 BX0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0435'2.9 MI W FROM MANIFEST.
 BX0435'2.9 MILES WEST ALONG A WINDING DIRT ROAD FROM THE POST OFFICE AT
 BX0435'MANIFEST, AT A Y ROAD JUNCTION, 36 FEET SOUTHWEST OF THE CENTER LINE
 BX0435'OF THE ROAD LEADING NORTHWEST, 15 FEET SOUTH OF THE CENTER LINE OF THE
 BX0435'EAST AND WEST ROAD, 14 FEET WEST OF A 6 INCH TRIANGULAR BLAZED OAK
 BX0435'TREE, 1.4 FEET NORTH OF A WITNESS POST, ON THE SIDE OF A HILL WHICH
 BX0435'SLOPES TO THE SOUTH, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX0435'0.5 FOOT ABOVE THE GROUND.
 BX0435
 BX0435                          STATION RECOVERY (1979)
 BX0435
 BX0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX0435'MEASUREMENTS SHOW MARK TO BE IN THE EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0303 ***********************************************************************
 BX0303  DESIGNATION -  Q 139
 BX0303  PID         -  BX0303
 BX0303  STATE/COUNTY-  LA/CALDWELL
 BX0303  USGS QUAD   -  OLLA WEST (1984)
 BX0303
 BX0303                         *CURRENT SURVEY CONTROL
 BX0303  ___________________________________________________________________
 BX0303* NAD 83(1986)-  31 59 39.     (N)    092 17 07.     (W)     SCALED    
 BX0303* NAVD 88     -        36.32   (+/-2cm)     119.2    (feet)  VERTCON   
 BX0303  ___________________________________________________________________
 BX0303  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BX0303
 BX0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0303
 BX0303.The horizontal coordinates were scaled from a topographic map and have
 BX0303.an estimated accuracy of +/- 6 seconds.
 BX0303
 BX0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0303.The vertical order pertains to the NGVD 29 superseded value.
 BX0303
 BX0303.The geoid height was determined by GEOID03.
 BX0303
 BX0303;                    North         East    Units  Estimated Accuracy
 BX0303;SPC LA N     -   165,690.    1,020,290.      MT  (+/- 180 meters Scaled)
 BX0303
 BX0303                          SUPERSEDED SURVEY CONTROL
 BX0303
 BX0303  NGVD 29 (??/??/??)   36.340  (m)          119.23   (f) ADJUSTED    2 0
 BX0303
 BX0303.Superseded values are not recommended for survey control.
 BX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0303.See file dsdata.txt to determine how the superseded data were derived.
 BX0303
 BX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR675400(NAD 83)
 BX0303_MARKER: DB = BENCH MARK DISK
 BX0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0303_STAMPING: Q 139 1950
 BX0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0303+STABILITY: SURFACE MOTION
 BX0303
 BX0303  HISTORY     - Date     Condition        Report By
 BX0303  HISTORY     - 1950     MONUMENTED       CGS
 BX0303  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0303
 BX0303                          STATION DESCRIPTION
 BX0303
 BX0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0303'8.55 MI W FROM KELLY.
 BX0303'1.55 MILES WEST ALONG STATE HIGHWAY NO. 246 FROM THE POST OFFICE AT
 BX0303'KELLY, THENCE 2.55 MILES WEST ALONG A PARISH ROAD, THENCE 2.1 MILES
 BX0303'NORTHWEST ALONG STATE HIGHWAY NO. 246, THENCE 1.5 MILES SOUTHWEST
 BX0303'ALONG A PARISH ROAD, THENCE 0.85 MILE SOUTHWEST ALONG AN ABANDONED
 BX0303'ROAD.  ABOUT 250 FEET EAST OF A WASHED-OUT WOODEN BRIDGE, ON THE SIDE
 BX0303'OF A HILL SLOPING DOWN TO THE WEST, 16 FEET SOUTH OF THE CENTER LINE
 BX0303'OF THE ROAD, 12 FEET SOUTHEAST OF A 14-INCH PINE WITH A TRIANGULAR
 BX0303'BLAZE ON THE NORTHSIDE OF THE TREE, 9 FEET NORTH OF A 14-INCH PINE
 BX0303'WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 7 FEET
 BX0303'SOUTHWEST OF A 14-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE
 BX0303'OF THE TREE, 1.6 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 BX0303'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK
 BX0303'IS LOCATED 1.05 MILES NORTHEAST OF BENCH MARK P 139.
 BX0303
 BX0303                          STATION RECOVERY (1981)
 BX0303
 BX0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8255 ***********************************************************************
 AC8255  DESIGNATION -  Q 14 RESET
 AC8255  PID         -  AC8255
 AC8255  STATE/COUNTY-  LA/AVOYELLES
 AC8255  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 AC8255
 AC8255                         *CURRENT SURVEY CONTROL
 AC8255  ___________________________________________________________________
 AC8255* NAD 83(1986)-  31 03 19.     (N)    092 02 54.     (W)     SCALED    
 AC8255* NAVD 88     -        22.67   (meters)      74.4    (feet)  RESET     
 AC8255  ___________________________________________________________________
 AC8255  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AC8255
 AC8255  VERT ORDER  -  THIRD
 AC8255
 AC8255.The horizontal coordinates were scaled from a topographic map and have
 AC8255.an estimated accuracy of +/- 6 seconds.
 AC8255
 AC8255.The orthometric height was computed from unverified reset data.
 AC8255
 AC8255.The geoid height was determined by GEOID03.
 AC8255
 AC8255;                    North         East    Units  Estimated Accuracy
 AC8255;SPC LA N     -    61,660.    1,043,110.      MT  (+/- 180 meters Scaled)
 AC8255
 AC8255                          SUPERSEDED SURVEY CONTROL
 AC8255
 AC8255.No superseded survey control is available for this station.
 AC8255
 AC8255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ908361(NAD 83)
 AC8255_MARKER: I = METAL ROD
 AC8255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8255_STAMPING: Q 14 RESET 1994
 AC8255_MARK LOGO: NGS   
 AC8255_PROJECTION: FLUSH
 AC8255_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8255+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC8255_ROD/PIPE-DEPTH: 7.3  meters
 AC8255
 AC8255  HISTORY     - Date     Condition        Report By
 AC8255  HISTORY     - 1994     MONUMENTED       LADTD
 AC8255
 AC8255                          STATION DESCRIPTION
 AC8255
 AC8255'DESCRIBED BY LA TRANSP AND DEV 1994 (SLC)
 AC8255'THE STATION IS LOCATED AT THE POST OFFICE IN MANSURA.
 AC8255'OWNERSHIP--UNITED STATES POSTAL SERVICE. THE STATION IS 47.0 FT (14.3
 AC8255'M) NORTH-NORTHWEST FROM A FLAG POLE AT THE POST OFFICE, 44.0 FT (13.4
 AC8255'M) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE POST OFFICE, 40.5
 AC8255'FT (12.3 M) EAST-NORTHEAST FROM THE CENTER OF STATE HIGHWAY 107, 27.0
 AC8255'FT (8.2 M) SOUTH-SOUTHEAST FROM THE CENTER OF CLARA STREET, 9.0 FT
 AC8255'(2.7 M) WEST-NORTHWEST FROM A 16-INCH MAGNOLIA TREE, ACCESSED THROUGH
 AC8255'A LOGO CAP FLUSH WITH THE GROUND SRUFACE AND ABOUT 4.0 FT (1.2 M)
 AC8255'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1724 ***********************************************************************
 CQ1724  DESIGNATION -  Q 140
 CQ1724  PID         -  CQ1724
 CQ1724  STATE/COUNTY-  LA/DE SOTO
 CQ1724  USGS QUAD   -  KEATCHIE (1972)
 CQ1724
 CQ1724                         *CURRENT SURVEY CONTROL
 CQ1724  ___________________________________________________________________
 CQ1724* NAD 83(1986)-  32 10 49.     (N)    093 54 46.     (W)     SCALED    
 CQ1724* NAVD 88     -       100.516  (meters)     329.78   (feet)  ADJUSTED  
 CQ1724  ___________________________________________________________________
 CQ1724  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1724  DYNAMIC HT  -         100.400 (meters)     329.40  (feet)  COMP
 CQ1724  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CQ1724
 CQ1724  VERT ORDER  -  FIRST     CLASS II
 CQ1724
 CQ1724.The horizontal coordinates were scaled from a topographic map and have
 CQ1724.an estimated accuracy of +/- 6 seconds.
 CQ1724
 CQ1724.The orthometric height was determined by differential leveling
 CQ1724.and adjusted by the National Geodetic Survey in June 1991..
 CQ1724
 CQ1724.The geoid height was determined by GEOID03.
 CQ1724
 CQ1724.The dynamic height is computed by dividing the NAVD 88
 CQ1724.geopotential number by the normal gravity value computed on the
 CQ1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1724.degrees latitude (g = 980.6199 gals.).
 CQ1724
 CQ1724.The modeled gravity was interpolated from observed gravity values.
 CQ1724
 CQ1724;                    North         East    Units  Estimated Accuracy
 CQ1724;SPC LA N     -   187,170.      866,780.      MT  (+/- 180 meters Scaled)
 CQ1724
 CQ1724                          SUPERSEDED SURVEY CONTROL
 CQ1724
 CQ1724  NGVD 29 (??/??/??)  100.580  (m)          329.99   (f) ADJUSTED    1 2
 CQ1724
 CQ1724.Superseded values are not recommended for survey control.
 CQ1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1724.See file dsdata.txt to determine how the superseded data were derived.
 CQ1724
 CQ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR139607(NAD 83)
 CQ1724_MARKER: DB = BENCH MARK DISK
 CQ1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1724_STAMPING: Q 140 1952
 CQ1724_PROJECTION: PROJECTING 10 CENTIMETERS
 CQ1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1724+STABILITY: SURFACE MOTION
 CQ1724
 CQ1724  HISTORY     - Date     Condition        Report By
 CQ1724  HISTORY     - 1952     MONUMENTED       CGS
 CQ1724  HISTORY     - 1979     GOOD             NGS
 CQ1724  HISTORY     - 1987     GOOD             USPSQD
 CQ1724  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ1724
 CQ1724                          STATION DESCRIPTION
 CQ1724
 CQ1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1724'1.0 MI SW FROM KEATCHIE.
 CQ1724'0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE TEXAS AND NEW
 CQ1724'ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 0.6 MILE SOUTHWEST ALONG
 CQ1724'STATE HIGHWAY 38, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16
 CQ1724'FEET NORTH OF A TELEPHONE POLE, 14 FEET SOUTH OF THE CENTER OF A
 CQ1724'WOODEN GATE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ1724'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CQ1724
 CQ1724                          STATION RECOVERY (1979)
 CQ1724
 CQ1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1724'OMIT-0.4 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE TEXAS AND
 CQ1724'NEW ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 0.6 MILE SOUTHWEST
 CQ1724'ALONG STATE HIGHWAY 38, 16.0 FT. NORTH OF A TELEPHONE POLE.
 CQ1724'CHANGE-WOODEN GATE TO METAL FRAME WIRE GATE.
 CQ1724'ADD-0.6 MILE SOUTH ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 CQ1724'KEATCHIE.
 CQ1724
 CQ1724                          STATION RECOVERY (1987)
 CQ1724
 CQ1724'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1724'RECOVERED IN GOOD CONDITION.
 CQ1724
 CQ1724                          STATION RECOVERY (1996)
 CQ1724
 CQ1724'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0371 ***********************************************************************
 BX0371  DESIGNATION -  Q 142
 BX0371  PID         -  BX0371
 BX0371  STATE/COUNTY-  LA/WINN
 BX0371  USGS QUAD   -  FLAT CREEK (1984)
 BX0371
 BX0371                         *CURRENT SURVEY CONTROL
 BX0371  ___________________________________________________________________
 BX0371* NAD 83(1986)-  31 54 46.     (N)    092 26 34.     (W)     SCALED    
 BX0371* NAVD 88     -        41.49   (+/-2cm)     136.1    (feet)  VERTCON   
 BX0371  ___________________________________________________________________
 BX0371  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0371
 BX0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0371
 BX0371.The horizontal coordinates were scaled from a topographic map and have
 BX0371.an estimated accuracy of +/- 6 seconds.
 BX0371
 BX0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0371.The vertical order pertains to the NGVD 29 superseded value.
 BX0371
 BX0371.The geoid height was determined by GEOID03.
 BX0371
 BX0371;                    North         East    Units  Estimated Accuracy
 BX0371;SPC LA N     -   156,640.    1,005,410.      MT  (+/- 180 meters Scaled)
 BX0371
 BX0371                          SUPERSEDED SURVEY CONTROL
 BX0371
 BX0371  NGVD 29 (??/??/??)   41.507  (m)          136.18   (f) ADJUSTED    2 0
 BX0371
 BX0371.Superseded values are not recommended for survey control.
 BX0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0371.See file dsdata.txt to determine how the superseded data were derived.
 BX0371
 BX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR526309(NAD 83)
 BX0371_MARKER: DB = BENCH MARK DISK
 BX0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0371_SP_SET: BRIDGE
 BX0371_STAMPING: Q 142 1950
 BX0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0371
 BX0371  HISTORY     - Date     Condition        Report By
 BX0371  HISTORY     - 1950     MONUMENTED       CGS
 BX0371
 BX0371                          STATION DESCRIPTION
 BX0371
 BX0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0371'12.5 MI E FROM WINNFIELD.
 BX0371'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX0371'WINNFIELD, THENCE 6.0 MILE EAST ALONG STATE HIGHWAY 6.  18 FEET SOUTH
 BX0371'OF THE CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF THE WEST END
 BX0371'OF THE SOUTH HEADWALL OF A 30-FOOT TRIPLE CHANNEL CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1763 ***********************************************************************
 CQ1763  DESIGNATION -  Q 143
 CQ1763  PID         -  CQ1763
 CQ1763  STATE/COUNTY-  LA/CADDO
 CQ1763  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1763
 CQ1763                         *CURRENT SURVEY CONTROL
 CQ1763  ___________________________________________________________________
 CQ1763* NAD 83(1986)-  32 28 03.     (N)    093 48 36.     (W)     SCALED    
 CQ1763* NAVD 88     -        72.856  (meters)     239.03   (feet)  ADJUSTED  
 CQ1763  ___________________________________________________________________
 CQ1763  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1763  DYNAMIC HT  -          72.774 (meters)     238.76  (feet)  COMP
 CQ1763  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 CQ1763
 CQ1763  VERT ORDER  -  FIRST     CLASS II
 CQ1763
 CQ1763.The horizontal coordinates were scaled from a topographic map and have
 CQ1763.an estimated accuracy of +/- 6 seconds.
 CQ1763
 CQ1763.The orthometric height was determined by differential leveling
 CQ1763.and adjusted by the National Geodetic Survey in June 1991..
 CQ1763
 CQ1763.The geoid height was determined by GEOID03.
 CQ1763
 CQ1763.The dynamic height is computed by dividing the NAVD 88
 CQ1763.geopotential number by the normal gravity value computed on the
 CQ1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1763.degrees latitude (g = 980.6199 gals.).
 CQ1763
 CQ1763.The modeled gravity was interpolated from observed gravity values.
 CQ1763
 CQ1763;                    North         East    Units  Estimated Accuracy
 CQ1763;SPC LA N     -   218,900.      876,850.      MT  (+/- 180 meters Scaled)
 CQ1763
 CQ1763                          SUPERSEDED SURVEY CONTROL
 CQ1763
 CQ1763  NGVD 29 (??/??/??)   72.931  (m)          239.27   (f) ADJUSTED    1 2
 CQ1763
 CQ1763.Superseded values are not recommended for survey control.
 CQ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1763.See file dsdata.txt to determine how the superseded data were derived.
 CQ1763
 CQ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR238925(NAD 83)
 CQ1763_MARKER: DB = BENCH MARK DISK
 CQ1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1763_STAMPING: Q 143 1954
 CQ1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1763+STABILITY: SURFACE MOTION
 CQ1763
 CQ1763  HISTORY     - Date     Condition        Report By
 CQ1763  HISTORY     - 1955     MONUMENTED       CGS
 CQ1763  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1763  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1763
 CQ1763                          STATION DESCRIPTION
 CQ1763
 CQ1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1763'4.65 MI SW FROM SHREVEPORT.
 CQ1763'4.65 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1763'UNION STATION AT SHREVEPORT, AT THE CROSSING OF EMORY ROAD, 0.25 MILE
 CQ1763'EAST OF MILEPOST 7, 36 FEET NORTH OF THE NORTH RAIL, 9 FEET NORTHEAST
 CQ1763'OF A TELEPHONE POLE, 2.2 FEET SOUTH OF A FENCE CORNER, 1.8 FEET
 CQ1763'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1763'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CQ1763
 CQ1763                          STATION RECOVERY (1990)
 CQ1763
 CQ1763'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1763'MARK NOT FOUND.
 CQ1763
 CQ1763                          STATION RECOVERY (1999)
 CQ1763
 CQ1763'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1132 ***********************************************************************
 BX1132  DESIGNATION -  Q 15
 BX1132  PID         -  BX1132
 BX1132  STATE/COUNTY-  LA/RAPIDES
 BX1132  USGS QUAD   -  FOREST HILL (1993)
 BX1132
 BX1132                         *CURRENT SURVEY CONTROL
 BX1132  ___________________________________________________________________
 BX1132* NAD 83(1986)-  31 01 53.     (N)    092 32 10.     (W)     SCALED    
 BX1132* NAVD 88     -        44.663  (meters)     146.53   (feet)  ADJUSTED  
 BX1132  ___________________________________________________________________
 BX1132  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX1132  DYNAMIC HT  -          44.607 (meters)     146.35  (feet)  COMP
 BX1132  MODELED GRAV-     979,380.2   (mgal)                       NAVD 88
 BX1132
 BX1132  VERT ORDER  -  FIRST     CLASS I
 BX1132
 BX1132.The horizontal coordinates were scaled from a topographic map and have
 BX1132.an estimated accuracy of +/- 6 seconds.
 BX1132
 BX1132.The orthometric height was determined by differential leveling
 BX1132.and adjusted by the National Geodetic Survey in February 1994..
 BX1132
 BX1132.The geoid height was determined by GEOID03.
 BX1132
 BX1132.The dynamic height is computed by dividing the NAVD 88
 BX1132.geopotential number by the normal gravity value computed on the
 BX1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1132.degrees latitude (g = 980.6199 gals.).
 BX1132
 BX1132.The modeled gravity was interpolated from observed gravity values.
 BX1132
 BX1132;                    North         East    Units  Estimated Accuracy
 BX1132;SPC LA N     -    58,920.      996,550.      MT  (+/- 180 meters Scaled)
 BX1132
 BX1132                          SUPERSEDED SURVEY CONTROL
 BX1132
 BX1132  NAVD 88 (06/15/91)   44.658  (m)          146.52   (f) UNKNOWN     1 1
 BX1132  NGVD 29 (??/??/??)   44.643  (m)          146.47   (f) ADJUSTED    1 1
 BX1132
 BX1132.Superseded values are not recommended for survey control.
 BX1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1132.See file dsdata.txt to determine how the superseded data were derived.
 BX1132
 BX1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ442331(NAD 83)
 BX1132_MARKER: DB = BENCH MARK DISK
 BX1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1132_SP_SET: CULVERT
 BX1132_STAMPING: Q 15 1934
 BX1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1132
 BX1132  HISTORY     - Date     Condition        Report By
 BX1132  HISTORY     - 1934     MONUMENTED       CGS
 BX1132  HISTORY     - 1970     GOOD             NGS
 BX1132  HISTORY     - 19990424 GOOD             USPSQD
 BX1132
 BX1132                          STATION DESCRIPTION
 BX1132
 BX1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1132'0.85 MI S FROM FOREST HILL.
 BX1132'ABOUT 0.85 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1132'POST OFFICE AT FOREST HILL, 1 POLE SOUTH OF MILEPOST 619, 15 1/2 FEET
 BX1132'EAST OF THE EAST RAIL, SET IN THE TOP OF THE NORTH END OF THE EAST
 BX1132'CONCRETE HEADWALL OF A 4 X 4 FOOT CONCRETE CULVERT UNDER THE TRACK, 60
 BX1132'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 497 WHICH IS A GRAVELED
 BX1132'ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 6 1/2 FEET BELOW THE
 BX1132'LEVEL OF THE TRACK.
 BX1132
 BX1132                          STATION RECOVERY (1999)
 BX1132
 BX1132'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0385 ***********************************************************************
 AU0385  DESIGNATION -  Q 154 RESET
 AU0385  PID         -  AU0385
 AU0385  STATE/COUNTY-  LA/LAFOURCHE
 AU0385  USGS QUAD   -  LEEVILLE (1994)
 AU0385
 AU0385                         *CURRENT SURVEY CONTROL
 AU0385  ___________________________________________________________________
 AU0385* NAD 83(1992)-  29 13 48.59759(N)    090 12 44.46699(W)     ADJUSTED  
 AU0385* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0385  **This station is located in a subsidence area (see below).
 AU0385  ___________________________________________________________________
 AU0385  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AU0385  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AU0385  DYNAMIC HT  -           0.6   (meters)       2.    (feet)  COMP
 AU0385  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AU0385
 AU0385  HORZ ORDER  -  THIRD
 AU0385  VERT ORDER  -  THIRD (See Below)
 AU0385
 AU0385.The horizontal coordinates were established by classical geodetic methods
 AU0385.and adjusted by the National Geodetic Survey in January 1993..
 AU0385.No horizontal observational check was made to the station.
 AU0385
 AU0385 ** The orthometric height has not been validated since last determined
 AU0385 ** by differential leveling and should not be used for control purposes.
 AU0385 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0385 ** area with valid NAVD 88 orthometric heights.
 AU0385 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0385 ** epoch indicated which incorporates improved geoid heights for the
 AU0385 ** Southern Louisiana Subsidence area.
 AU0385 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0385.The orthometric height was scaled from a topographic map.
 AU0385.The vertical order pertains to the first NAVD 88 superseded value.
 AU0385
 AU0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0385
 AU0385.The geoid height was determined by GEOID03.
 AU0385
 AU0385.The dynamic height is computed by dividing the NAVD 88
 AU0385.geopotential number by the normal gravity value computed on the
 AU0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0385.degrees latitude (g = 980.6199 gals.).
 AU0385
 AU0385.The modeled gravity was interpolated from observed gravity values.
 AU0385
 AU0385;                    North         East     Units Scale Factor Converg.
 AU0385;SPC LA S     -    81,470.262 1,108,984.302   MT  1.00001552   +0 33 37.8
 AU0385;SPC LA S     -   267,290.35  3,638,392.66   sFT  1.00001552   +0 33 37.8
 AU0385;UTM  15      - 3,236,707.008   770,969.370   MT  1.00050613   +1 21 43.5
 AU0385
 AU0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0385!SPC LA S     -   1.00000370  x   1.00001552  =   1.00001922
 AU0385!UTM  15      -   1.00000370  x   1.00050613  =   1.00050983
 AU0385
 AU0385                          SUPERSEDED SURVEY CONTROL
 AU0385
 AU0385  NAD 83(1986)-  29 13 48.61331(N)    090 12 44.47728(W) AD(       ) 3
 AU0385  NAVD 88 (06/15/91)    0.659  (m)            2.16   (f) UNKNOWN     1 2
 AU0385  NGVD 29 (??/??/??)    0.609  (m)            2.00   (f) ADJUSTED    1 2
 AU0385
 AU0385.Superseded values are not recommended for survey control.
 AU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0385.See file dsdata.txt to determine how the superseded data were derived.
 AU0385
 AU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7096936707(NAD 83)
 AU0385_MARKER: DB = BENCH MARK DISK
 AU0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU0385_SP_SET: STAINLESS STEEL ROD
 AU0385_STAMPING: Q 154 RESET 1979
 AU0385_MARK LOGO: NGS   
 AU0385_PROJECTION: FLUSH
 AU0385_MAGNETIC: I = MARKER IS A STEEL ROD
 AU0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU0385+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AU0385_ROD/PIPE-DEPTH: 7.62 meters
 AU0385
 AU0385  HISTORY     - Date     Condition        Report By
 AU0385  HISTORY     - 1979     MONUMENTED       NGS
 AU0385  HISTORY     - 1982     GOOD             NGS
 AU0385  HISTORY     - 19930224 GOOD             NGS
 AU0385  HISTORY     - 20030325 MARK NOT FOUND   LADTD
 AU0385
 AU0385                          STATION DESCRIPTION
 AU0385
 AU0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AU0385'1.35 MI SE FROM LEEVILLE.
 AU0385'1.35 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE SOUTH END OF A
 AU0385'LARGE BRIDGE AT THE SOUTH SIDE OF LEEVILLE, 57.0 FEET WEST
 AU0385'OF THE CENTER OF THE HIGHWAY, 18.0 FEET EAST-SOUTHEAST OF THE
 AU0385'SOUTHEAST CORNER OF HOMCO METAL BUILDING, AND 11.8 FEET NORTH
 AU0385'OF A POWER POLE WITH SIGN ATTACHED. A STAINLESS STEEL ROD
 AU0385'ENCASED IN A PVC PIPE.
 AU0385
 AU0385                          STATION RECOVERY (1982)
 AU0385
 AU0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU0385'RECOVERED IN GOOD CONDITION.
 AU0385
 AU0385                          STATION RECOVERY (1993)
 AU0385
 AU0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0385'19.4 KM (12.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 AU0385'JUNCTION OF STATE HIGHWAY 308 IN GOLDEN MEADOW, 18.8 M (61.7 FT)
 AU0385'NORTHEAST OF THE CENTER OF A DRIVEWAY, 16.7 M (54.8 FT) NORTHWEST OF
 AU0385'THE CENTERLINE OF THE HIGHWAY, 5.4 M (17.7 FT) SOUTHEAST OF THE
 AU0385'SOUTHEAST CORNER OF THE RSI GROUP INCORPORATED WAREHOUSE NUMBER
 AU0385'25300, 2.0 M (6.6 FT) WEST-NORTHWEST OF A WITNESS POST, AND 0.3 M
 AU0385'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED
 AU0385'IN A 4-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 AU0385'SURFACE.
 AU0385
 AU0385                          STATION RECOVERY (2003)
 AU0385
 AU0385'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 AU0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1101 ***********************************************************************
 BK1101  DESIGNATION -  Q 16 RESET 1960
 BK1101  PID         -  BK1101
 BK1101  STATE/COUNTY-  LA/ALLEN
 BK1101  USGS QUAD   -  OBERLIN (1994)
 BK1101
 BK1101                         *CURRENT SURVEY CONTROL
 BK1101  ___________________________________________________________________
 BK1101* NAD 83(1986)-  30 36 42.     (N)    092 46 05.     (W)     SCALED    
 BK1101* NAVD 88     -        21.304  (meters)      69.89   (feet)  ADJUSTED  
 BK1101  ___________________________________________________________________
 BK1101  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1101  DYNAMIC HT  -          21.276 (meters)      69.80  (feet)  COMP
 BK1101  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 BK1101
 BK1101  VERT ORDER  -  FIRST     CLASS I
 BK1101
 BK1101.The horizontal coordinates were scaled from a topographic map and have
 BK1101.an estimated accuracy of +/- 6 seconds.
 BK1101
 BK1101.The orthometric height was determined by differential leveling
 BK1101.and adjusted by the National Geodetic Survey in February 1994..
 BK1101
 BK1101.The geoid height was determined by GEOID03.
 BK1101
 BK1101.The dynamic height is computed by dividing the NAVD 88
 BK1101.geopotential number by the normal gravity value computed on the
 BK1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1101.degrees latitude (g = 980.6199 gals.).
 BK1101
 BK1101.The modeled gravity was interpolated from observed gravity values.
 BK1101
 BK1101;                    North         East    Units  Estimated Accuracy
 BK1101;SPC LA S     -   234,930.      862,430.      MT  (+/- 180 meters Scaled)
 BK1101
 BK1101                          SUPERSEDED SURVEY CONTROL
 BK1101
 BK1101  NAVD 88 (06/15/91)   21.292  (m)           69.86   (f) UNKNOWN     1 1
 BK1101  NGVD 29 (??/??/??)   21.275  (m)           69.80   (f) ADJUSTED    1 1
 BK1101
 BK1101.Superseded values are not recommended for survey control.
 BK1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1101.See file dsdata.txt to determine how the superseded data were derived.
 BK1101
 BK1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP222865(NAD 83)
 BK1101_MARKER: DB = BENCH MARK DISK
 BK1101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1101_SP_SET: BRIDGE
 BK1101_STAMPING: Q 16 RESET 1960
 BK1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1101
 BK1101  HISTORY     - Date     Condition        Report By
 BK1101  HISTORY     - 1960     MONUMENTED       CGS
 BK1101  HISTORY     - 1970     GOOD             NGS
 BK1101  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 BK1101
 BK1101                          STATION DESCRIPTION
 BK1101
 BK1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1101'0.7 MI SW FROM OBERLIN.
 BK1101'ABOUT 0.7 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1101'STATION AT OBERLIN, 69 FEET NORTHWEST OF THE NORTHWEST RAIL, 14 FEET
 BK1101'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 165, SET IN THE TOP AND
 BK1101'4.9 FEET NORTH OF THE SOUTH END OF THE SOUTHEAST CONCRETE BASE FOR THE
 BK1101'SOUTHEAST CONCRETE GUARD RAIL ON A HIGHWAY BRIDGE, 1 FOOT NORTHWEST OF
 BK1101'THE SOUTHEAST CONCRETE GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 BK1101'THE HIGHWAY.
 BK1101
 BK1101                          STATION RECOVERY (2004)
 BK1101
 BK1101'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0208 ***********************************************************************
 BK0208  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0208  DESIGNATION -  Q 164
 BK0208  PID         -  BK0208
 BK0208  STATE/COUNTY-  LA/LAFAYETTE
 BK0208  USGS QUAD   -  DUSON (1983)
 BK0208
 BK0208                         *CURRENT SURVEY CONTROL
 BK0208  ___________________________________________________________________
 BK0208* NAD 83(1992)-  30 14 05.48358(N)    092 09 48.58139(W)     ADJUSTED  
 BK0208* NAVD 88     -        10.35 **(meters)      34.0  **(feet)  GPS OBS(2004.65)
 BK0208  **This station is located in a subsidence area (see below).
 BK0208  ___________________________________________________________________
 BK0208  EPOCH DATE  -        2004.65
 BK0208  X           -    -208,204.245 (meters)                     COMP
 BK0208  Y           -  -5,511,246.960 (meters)                     COMP
 BK0208  Z           -   3,192,885.307 (meters)                     COMP
 BK0208  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK0208  ELLIP HEIGHT-         -17.00  (meters)          (06/22/05) GPS OBS
 BK0208  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0208  DYNAMIC HT  -          10.33  (meters)      33.9   (feet)  COMP
 BK0208  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 BK0208
 BK0208  HORZ ORDER  -  B
 BK0208  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0208  ELLP ORDER  -  FOURTH    CLASS I
 BK0208
 BK0208.The horizontal coordinates were established by GPS observations
 BK0208.and adjusted by the National Geodetic Survey in June 2005..
 BK0208.The horizontal coordinates are valid at the epoch date displayed above.
 BK0208.The epoch date for horizontal control is a decimal equivalence
 BK0208.of Year/Month/Day.
 BK0208
 BK0208 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0208 ** and geoid heights are valid at the date of observation. These heights
 BK0208 ** must always be validated when used as control.
 BK0208 ** The orthometric height was determined by GPS observations using
 BK0208 ** precise GPS observation and processing techniques and a new
 BK0208 ** realization of GEOID03. It supersedes the leveled height previously
 BK0208 ** determined for this station.
 BK0208 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0208 ** epoch indicated which incorporates improved geoid heights for the
 BK0208 ** Southern Louisiana Subsidence area.
 BK0208 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0208.The orthometric height was determined by GPS observations and a
 BK0208.high-resolution geoid model using precise GPS observation and
 BK0208.processing techniques. It supersedes the leveled height previously
 BK0208.determined for this station.
 BK0208.WARNING-GPS observations at this control monument resulted in a GPS
 BK0208.derived orthometric height which differed from the leveled height by
 BK0208.more than one decimeter (0.1 meter).
 BK0208.The vertical order pertains to the first NAVD 88 superseded value.
 BK0208
 BK0208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0208
 BK0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0208
 BK0208.The ellipsoidal height was determined by GPS observations
 BK0208.and is referenced to NAD 83.
 BK0208
 BK0208.The geoid height was determined by GEOID03.
 BK0208
 BK0208.The dynamic height is computed by dividing the NAVD 88
 BK0208.geopotential number by the normal gravity value computed on the
 BK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0208.degrees latitude (g = 980.6199 gals.).
 BK0208
 BK0208.The modeled gravity was interpolated from observed gravity values.
 BK0208
 BK0208;                    North         East     Units Scale Factor Converg.
 BK0208;SPC LA S     -   192,588.881   920,096.054   MT  0.99993405   -0 24 54.3
 BK0208;SPC LA S     -   631,852.02  3,018,681.80   sFT  0.99993405   -0 24 54.3
 BK0208;UTM  15      - 3,345,105.706   580,489.758   MT  0.99967993   +0 25 16.5
 BK0208
 BK0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0208!SPC LA S     -   1.00000267  x   0.99993405  =   0.99993672
 BK0208!UTM  15      -   1.00000267  x   0.99967993  =   0.99968260
 BK0208
 BK0208                          SUPERSEDED SURVEY CONTROL
 BK0208
 BK0208  NAVD 88 (02/14/94)   10.616  (m)           34.83   (f) ADJUSTED    1 1
 BK0208  NAVD 88 (06/15/91)   10.620  (m)           34.84   (f) UNKNOWN     1 1
 BK0208  NGVD 29 (??/??/??)   10.620  (m)           34.84   (f) ADJUSTED    1 1
 BK0208
 BK0208.Superseded values are not recommended for survey control.
 BK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0208.See file dsdata.txt to determine how the superseded data were derived.
 BK0208
 BK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8049045106(NAD 83)
 BK0208_MARKER: DB = BENCH MARK DISK
 BK0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK0208_SP_SET: CULVERT HEADWALL
 BK0208_STAMPING: Q 164 1955
 BK0208_MARK LOGO: CGS   
 BK0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0208+STABILITY: SURFACE MOTION
 BK0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0208+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK0208
 BK0208  HISTORY     - Date     Condition        Report By
 BK0208  HISTORY     - 1955     MONUMENTED       CGS
 BK0208  HISTORY     - 1970     GOOD             NGS
 BK0208  HISTORY     - 1982     GOOD             NGS
 BK0208  HISTORY     - 1986     GOOD             NGS
 BK0208  HISTORY     - 20040426 GOOD             NGS
 BK0208  HISTORY     - 20051017 GOOD             NGS
 BK0208
 BK0208                          STATION DESCRIPTION
 BK0208
 BK0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0208'1.2 MI E FROM DUSON.
 BK0208'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 BK0208'DUSON, 20 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BK0208'TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 3-CHANNEL
 BK0208'CONCRETE CULVERT WITH METAL BANNISTERS, 0.3 FOOT NORTH OF A BANNISTER,
 BK0208'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SEC 28, T9S, R 3E.
 BK0208
 BK0208                          STATION RECOVERY (1982)
 BK0208
 BK0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0208'RECOVERED IN GOOD CONDITION.
 BK0208
 BK0208                          STATION RECOVERY (1986)
 BK0208
 BK0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0208'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 BK0208'REACH SHOULD BE CHANGED TO READ 1.2 KM (0.75 MI) EAST ALONG U.S.
 BK0208'HIGHWAY 90 FROM THE INTERSECTION OF STATE HIGHWAY 343 IN DUSON TO THE
 BK0208'MARK ON THE RIGHT.
 BK0208
 BK0208                          STATION RECOVERY (2004)
 BK0208
 BK0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0208'THE STATION IS LOCATED ABOUT 1.0 MI EAST OF DUSON ON HIGHWAY RIGHT OF
 BK0208'WAY.
 BK0208' 
 BK0208'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 BK0208'HIGHWAY 343 ON EAST SIDE  OF DUSON GO EAST FOR 0.75 MI ALONG HIGHWAY
 BK0208'90 TO THE STATION ON THE RIGHT SET IN TOP OF THE EAST  END OF THE
 BK0208'SOUTH CONCRETE HEADWALL OF A 3 CHANNEL CULVERT PASSING UNDER THE
 BK0208'HIGHWAY.
 BK0208' 
 BK0208'THE STATION IS LOCATED 6.3 M SOUTH OF THE CENTER OF THE HIGHWAY, 0.1 M
 BK0208'EAST OF A METAL GUARD RAIL  SUPPORT LEG, AND ABOUT 0.1 M BELOW THE
 BK0208'LEVEL OF THE HIGHWAY.
 BK0208
 BK0208                          STATION RECOVERY (2005)
 BK0208
 BK0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1897 ***********************************************************************
 CQ1897  DESIGNATION -  Q 177
 CQ1897  PID         -  CQ1897
 CQ1897  STATE/COUNTY-  LA/BOSSIER
 CQ1897  USGS QUAD   -  HUGHES (1981)
 CQ1897
 CQ1897                         *CURRENT SURVEY CONTROL
 CQ1897  ___________________________________________________________________
 CQ1897* NAD 83(1986)-  32 47 18.     (N)    093 42 37.     (W)     SCALED    
 CQ1897* NAVD 88     -        63.807  (meters)     209.34   (feet)  ADJUSTED  
 CQ1897  ___________________________________________________________________
 CQ1897  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1897  DYNAMIC HT  -          63.735 (meters)     209.10  (feet)  COMP
 CQ1897  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CQ1897
 CQ1897  VERT ORDER  -  FIRST     CLASS II
 CQ1897
 CQ1897.The horizontal coordinates were scaled from a topographic map and have
 CQ1897.an estimated accuracy of +/- 6 seconds.
 CQ1897
 CQ1897.The orthometric height was determined by differential leveling
 CQ1897.and adjusted by the National Geodetic Survey in June 1991..
 CQ1897
 CQ1897.The geoid height was determined by GEOID03.
 CQ1897
 CQ1897.The dynamic height is computed by dividing the NAVD 88
 CQ1897.geopotential number by the normal gravity value computed on the
 CQ1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1897.degrees latitude (g = 980.6199 gals.).
 CQ1897
 CQ1897.The modeled gravity was interpolated from observed gravity values.
 CQ1897
 CQ1897;                    North         East    Units  Estimated Accuracy
 CQ1897;SPC LA N     -   254,360.      886,630.      MT  (+/- 180 meters Scaled)
 CQ1897
 CQ1897                          SUPERSEDED SURVEY CONTROL
 CQ1897
 CQ1897  NGVD 29 (??/??/??)   63.877  (m)          209.57   (f) ADJUSTED    1 2
 CQ1897
 CQ1897.Superseded values are not recommended for survey control.
 CQ1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1897.See file dsdata.txt to determine how the superseded data were derived.
 CQ1897
 CQ1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS334280(NAD 83)
 CQ1897_MARKER: DB = BENCH MARK DISK
 CQ1897_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1897_SP_SET: 30 FT
 CQ1897_STAMPING: Q 177 1960
 CQ1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1897
 CQ1897  HISTORY     - Date     Condition        Report By
 CQ1897  HISTORY     - 1961     MONUMENTED       CGS
 CQ1897  HISTORY     - 1969     GOOD             LADH
 CQ1897
 CQ1897                          STATION DESCRIPTION
 CQ1897
 CQ1897'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1897'6.4 MI N FROM BENTON.
 CQ1897'6.4 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILROAD FROM STATION AT
 CQ1897'BENTON, 13 POLES NORTH OF MILEPOST 431, AT HUGHES SIDING, 55 FEET WEST
 CQ1897'OF WEST RAIL OF MAIN TRACK, 240 FEET SOUTH OF CENTER LINE OF ROAD, 199
 CQ1897'FEET SOUTH OF HUGHES SIDING SIGN, A DISK ON THE TOP OF A 5/8 INCH
 CQ1897'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 30 FEET, AND IS ENCASED
 CQ1897'IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1534 ***********************************************************************
 BJ1534  DESIGNATION -  Q 178
 BJ1534  PID         -  BJ1534
 BJ1534  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1534  USGS QUAD   -  MANCHAC (1979)
 BJ1534
 BJ1534                         *CURRENT SURVEY CONTROL
 BJ1534  ___________________________________________________________________
 BJ1534* NAD 83(1986)-  30 19 20.     (N)    090 24 26.     (W)     SCALED    
 BJ1534* NAVD 88     -         1.496  (meters)       4.91   (feet)  READJUSTED
 BJ1534  ___________________________________________________________________
 BJ1534  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BJ1534  DYNAMIC HT  -           1.490 (meters)       4.89  (feet)  COMP
 BJ1534  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ1534
 BJ1534  VERT ORDER  -  ?
 BJ1534
 BJ1534.The horizontal coordinates were scaled from a topographic map and have
 BJ1534.an estimated accuracy of +/- 6 seconds.
 BJ1534
 BJ1534.The orthometric height was determined by differential leveling
 BJ1534.and adjusted by the National Geodetic Survey in June 1991..
 BJ1534.The height was derived from older observations constrained to new
 BJ1534.heights in a crustal motion area.  The height is approximate in
 BJ1534.relation to other heights in its vicinity.
 BJ1534
 BJ1534.The geoid height was determined by GEOID03.
 BJ1534
 BJ1534.The dynamic height is computed by dividing the NAVD 88
 BJ1534.geopotential number by the normal gravity value computed on the
 BJ1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1534.degrees latitude (g = 980.6199 gals.).
 BJ1534
 BJ1534.The modeled gravity was interpolated from observed gravity values.
 BJ1534
 BJ1534;                    North         East    Units  Estimated Accuracy
 BJ1534;SPC LA S     -   202,340.    1,089,060.      MT  (+/- 180 meters Scaled)
 BJ1534
 BJ1534                          SUPERSEDED SURVEY CONTROL
 BJ1534
 BJ1534  NGVD 29 (??/??/??)    1.481  (m)            4.86   (f) ADJUSTED    1 1
 BJ1534
 BJ1534.Superseded values are not recommended for survey control.
 BJ1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1534.See file dsdata.txt to determine how the superseded data were derived.
 BJ1534
 BJ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP492573(NAD 83)
 BJ1534_MARKER: DB = BENCH MARK DISK
 BJ1534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1534_SP_SET: SHALLOW-SET PIPE
 BJ1534_STAMPING: Q 178 1959
 BJ1534_MARK LOGO: CGS   
 BJ1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1534
 BJ1534  HISTORY     - Date     Condition        Report By
 BJ1534  HISTORY     - 1959     MONUMENTED       CGS
 BJ1534  HISTORY     - 1969     GOOD             CGS
 BJ1534  HISTORY     - 1986     GOOD             NGS
 BJ1534  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1534
 BJ1534                          STATION DESCRIPTION
 BJ1534
 BJ1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1534'2.25 MI N FROM MANCHAC.
 BJ1534'ABOUT 2.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1534'NORTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.2 MILE SOUTH
 BJ1534'OF MILEPOST 872, 119 FEET SOUTH OF THE SOUTHEAST CORNER OF A RAILROAD
 BJ1534'TRESTLE, 30.7 FEET EAST OF THE EAST RAIL, 19.5 FEET NORTH OF THE NORTH
 BJ1534'EDGE OF A WOODEN BOARDWALK LEADING EAST FROM THE TRACK, 6 1/2 FEET
 BJ1534'WEST OF THE WEST EDGE OF A TELEPHONE POLE, 1 FOOT WEST OF A METAL
 BJ1534'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK WELDED
 BJ1534'ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 1 FOOT ABOVE THE LEVEL
 BJ1534'OF THE GROUND.  SEC 28, T8S, R 8E.
 BJ1534
 BJ1534                          STATION RECOVERY (1986)
 BJ1534
 BJ1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1534'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE WITH THE
 BJ1534'FOLLOWING CORRECTION.  DELETE 19.5 FEET NORTH OF THE NORTH EDGE OF A
 BJ1534'WOODEN BOARDWALK LEADING EAST FROM THE TRACK.
 BJ1534
 BJ1534                          STATION RECOVERY (1992)
 BJ1534
 BJ1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1534'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1765 ***********************************************************************
 BJ1765  DESIGNATION -  Q 179
 BJ1765  PID         -  BJ1765
 BJ1765  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1765  USGS QUAD   -  ROSELAND (1981)
 BJ1765
 BJ1765                         *CURRENT SURVEY CONTROL
 BJ1765  ___________________________________________________________________
 BJ1765* NAD 83(1986)-  30 45 45.     (N)    090 30 33.     (W)     SCALED    
 BJ1765* NAVD 88     -        39.761  (meters)     130.45   (feet)  ADJUSTED  
 BJ1765  ___________________________________________________________________
 BJ1765  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1765  DYNAMIC HT  -          39.710 (meters)     130.28  (feet)  COMP
 BJ1765  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ1765
 BJ1765  VERT ORDER  -  FIRST     CLASS I
 BJ1765
 BJ1765.The horizontal coordinates were scaled from a topographic map and have
 BJ1765.an estimated accuracy of +/- 6 seconds.
 BJ1765
 BJ1765.The orthometric height was determined by differential leveling
 BJ1765.and adjusted by the National Geodetic Survey in February 1994..
 BJ1765
 BJ1765.The geoid height was determined by GEOID03.
 BJ1765
 BJ1765.The dynamic height is computed by dividing the NAVD 88
 BJ1765.geopotential number by the normal gravity value computed on the
 BJ1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1765.degrees latitude (g = 980.6199 gals.).
 BJ1765
 BJ1765.The modeled gravity was interpolated from observed gravity values.
 BJ1765
 BJ1765;                    North         East    Units  Estimated Accuracy
 BJ1765;SPC LA S     -   251,080.    1,078,910.      MT  (+/- 180 meters Scaled)
 BJ1765
 BJ1765                          SUPERSEDED SURVEY CONTROL
 BJ1765
 BJ1765  NAVD 88 (06/15/91)   39.821  (m)          130.65   (f) UNKNOWN     1 1
 BJ1765  NGVD 29 (??/??/??)   39.803  (m)          130.59   (f) ADJUSTED    1 1
 BJ1765
 BJ1765.Superseded values are not recommended for survey control.
 BJ1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1765.See file dsdata.txt to determine how the superseded data were derived.
 BJ1765
 BJ1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ384059(NAD 83)
 BJ1765_MARKER: DB = BENCH MARK DISK
 BJ1765_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ1765+WITH SETTING: PAVEMENT
 BJ1765_SP_SET: PAD
 BJ1765_STAMPING: Q 179 1959
 BJ1765_MARK LOGO: CGS   
 BJ1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1765+STABILITY: SURFACE MOTION
 BJ1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1765+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 BJ1765
 BJ1765  HISTORY     - Date     Condition        Report By
 BJ1765  HISTORY     - 1959     MONUMENTED       CGS
 BJ1765  HISTORY     - 1969     GOOD             CGS
 BJ1765  HISTORY     - 19920611 GOOD             NGS
 BJ1765  HISTORY     - 20060414 GOOD             NGS
 BJ1765
 BJ1765                          STATION DESCRIPTION
 BJ1765
 BJ1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1765'2.4 MI N FROM AMITE.
 BJ1765'ABOUT 2.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1765'STATION AT AMITE, 0.3 MILE SOUTH OF THE ABANDONED STATION AT ROSELAND,
 BJ1765'SET ON THE TOP OF AND AT THE SOUTHWEST CORNER OF CONCRETE TOP FOR A
 BJ1765'10-BY-6-FOOT AND 7 FEET DEEP PIT FOR A WELL, 410 FEET SOUTH OF
 BJ1765'MILEPOST 841, 3.5 FEET EAST OF THE EAST RAIL, 4 INCHES ABOVE THE LEVEL
 BJ1765'OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.  SEC 28, T 3S, R 7E.
 BJ1765
 BJ1765                          STATION RECOVERY (1992)
 BJ1765
 BJ1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1765'0.2 KM (0.10 MI) WESTERLY ALONG MULLBERRY STREET FROM THE POST OFFICE
 BJ1765'IN AMITE, THENCE 4.2 KM (2.60 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BJ1765'THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A STREET, THENCE 0.4 KM
 BJ1765'(0.25 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD, NEAR THE
 BJ1765'SOUTHWEST CORNER OF A 6 BY 10-FOOT CONCRETE PAD THAT COVER A WELL,
 BJ1765'120.0 M (393.7 FT) SOUTH OF MILEPOST 841, 1.0 M (3.3 FT) EAST OF THE
 BJ1765'NEAR RAIL, AND LEVEL WITH THE TRACK.
 BJ1765
 BJ1765                          STATION RECOVERY (2006)
 BJ1765
 BJ1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1765'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1185 ***********************************************************************
 BK1185  DESIGNATION -  Q 180
 BK1185  PID         -  BK1185
 BK1185  STATE/COUNTY-  LA/EVANGELINE
 BK1185  USGS QUAD   -  BOND (1986)
 BK1185
 BK1185                         *CURRENT SURVEY CONTROL
 BK1185  ___________________________________________________________________
 BK1185* NAD 83(1986)-  30 44 18.     (N)    092 30 26.     (W)     SCALED    
 BK1185* NAVD 88     -        28.20   (+/-2cm)      92.5    (feet)  VERTCON   
 BK1185  ___________________________________________________________________
 BK1185  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1185
 BK1185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1185
 BK1185.The horizontal coordinates were scaled from a topographic map and have
 BK1185.an estimated accuracy of +/- 6 seconds.
 BK1185
 BK1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1185.The vertical order pertains to the NGVD 29 superseded value.
 BK1185
 BK1185.The geoid height was determined by GEOID03.
 BK1185
 BK1185;                    North         East    Units  Estimated Accuracy
 BK1185;SPC LA S     -   248,690.      887,590.      MT  (+/- 180 meters Scaled)
 BK1185
 BK1185                          SUPERSEDED SURVEY CONTROL
 BK1185
 BK1185  NGVD 29 (??/??/??)   28.165  (m)           92.40   (f) ADJUSTED    2 0
 BK1185
 BK1185.Superseded values are not recommended for survey control.
 BK1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1185.See file dsdata.txt to determine how the superseded data were derived.
 BK1185
 BK1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ471007(NAD 83)
 BK1185_MARKER: DB = BENCH MARK DISK
 BK1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1185_STAMPING: Q 180 1960
 BK1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1185+STABILITY: SURFACE MOTION
 BK1185
 BK1185  HISTORY     - Date     Condition        Report By
 BK1185  HISTORY     - 1960     MONUMENTED       CGS
 BK1185  HISTORY     - 1961     GOOD             CGS
 BK1185
 BK1185                          STATION DESCRIPTION
 BK1185
 BK1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1185'9.1 MI NW FROM VIDRINE.
 BK1185'ABOUT 9.1 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK1185'BUILDING AT VIDRINE, IN SECTION 7, T 4 S, R 1 W, WEST OF AND ACROSS
 BK1185'THE HIGHWAY FROM A FARMHOUSE, 68 FEET WEST OF THE CENTER LINE OF THE
 BK1185'HIGHWAY, 50 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD, 30 FEET
 BK1185'SOUTHWEST OF A BRACED POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, AND
 BK1185'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1159 ***********************************************************************
 BX1159  DESIGNATION -  Q 181
 BX1159  PID         -  BX1159
 BX1159  STATE/COUNTY-  LA/RAPIDES
 BX1159  USGS QUAD   -  FOREST HILL (1993)
 BX1159
 BX1159                         *CURRENT SURVEY CONTROL
 BX1159  ___________________________________________________________________
 BX1159* NAD 83(1986)-  31 05 49.     (N)    092 35 25.     (W)     SCALED    
 BX1159* NAVD 88     -        59.16   (+/-2cm)     194.1    (feet)  VERTCON   
 BX1159  ___________________________________________________________________
 BX1159  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX1159
 BX1159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1159
 BX1159.The horizontal coordinates were scaled from a topographic map and have
 BX1159.an estimated accuracy of +/- 6 seconds.
 BX1159
 BX1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1159.The vertical order pertains to the NGVD 29 superseded value.
 BX1159
 BX1159.The geoid height was determined by GEOID03.
 BX1159
 BX1159;                    North         East    Units  Estimated Accuracy
 BX1159;SPC LA N     -    66,190.      991,390.      MT  (+/- 180 meters Scaled)
 BX1159
 BX1159                          SUPERSEDED SURVEY CONTROL
 BX1159
 BX1159  NGVD 29 (??/??/??)   59.142  (m)          194.03   (f) ADJUSTED    2 0
 BX1159
 BX1159.Superseded values are not recommended for survey control.
 BX1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1159.See file dsdata.txt to determine how the superseded data were derived.
 BX1159
 BX1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ390404(NAD 83)
 BX1159_MARKER: DB = BENCH MARK DISK
 BX1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1159_STAMPING: Q 181 1961
 BX1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1159+STABILITY: SURFACE MOTION
 BX1159
 BX1159  HISTORY     - Date     Condition        Report By
 BX1159  HISTORY     - 1961     MONUMENTED       CGS
 BX1159  HISTORY     - 19870914 GOOD             USPSQD
 BX1159  HISTORY     - 19990424 GOOD             USPSQD
 BX1159
 BX1159                          STATION DESCRIPTION
 BX1159
 BX1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1159'6.95 MI NW FROM FOREST HILL.
 BX1159'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1159'STATION AT FOREST HILL, THENCE 4.75 MILES NORTHWEST ALONG STATE
 BX1159'HIGHWAY 112, IN SECTION 5, T 1 N, R 2 W, AT THE SOUTHEAST END OF A
 BX1159'CURVE AND 32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 55
 BX1159'YARDS NORTHWEST OF THE EXTENDED CENTER LINE OF AN ABANDONED PAVED
 BX1159'ROAD, 33 FEET NORTHWEST OF A 14-INCH OAK TREE, 2.2 FEET NORTHWEST OF A
 BX1159'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 BX1159'OF A CONCRETE POST PROJECTING 1 FOOT.
 BX1159
 BX1159                          STATION RECOVERY (1987)
 BX1159
 BX1159'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRM)
 BX1159'RECOVERED IN GOOD CONDITION.
 BX1159
 BX1159                          STATION RECOVERY (1999)
 BX1159
 BX1159'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2014 ***********************************************************************
 BX2014  DESIGNATION -  Q 182
 BX2014  PID         -  BX2014
 BX2014  STATE/COUNTY-  LA/VERNON
 BX2014  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2014
 BX2014                         *CURRENT SURVEY CONTROL
 BX2014  ___________________________________________________________________
 BX2014* NAD 83(1986)-  31 11 17.     (N)    093 01 39.     (W)     SCALED    
 BX2014* NAVD 88     -        91.66   (+/-2cm)     300.7    (feet)  VERTCON   
 BX2014  ___________________________________________________________________
 BX2014  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX2014
 BX2014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2014
 BX2014.The horizontal coordinates were scaled from a topographic map and have
 BX2014.an estimated accuracy of +/- 6 seconds.
 BX2014
 BX2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2014.The vertical order pertains to the NGVD 29 superseded value.
 BX2014
 BX2014.The geoid height was determined by GEOID03.
 BX2014
 BX2014;                    North         East    Units  Estimated Accuracy
 BX2014;SPC LA N     -    76,410.      949,720.      MT  (+/- 180 meters Scaled)
 BX2014
 BX2014                          SUPERSEDED SURVEY CONTROL
 BX2014
 BX2014  NGVD 29 (??/??/??)   91.712  (m)          300.89   (f) ADJUSTED    2 0
 BX2014
 BX2014.Superseded values are not recommended for survey control.
 BX2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2014.See file dsdata.txt to determine how the superseded data were derived.
 BX2014
 BX2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ973504(NAD 83)
 BX2014_MARKER: DB = BENCH MARK DISK
 BX2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2014_STAMPING: Q 182 1961
 BX2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2014+STABILITY: SURFACE MOTION
 BX2014
 BX2014  HISTORY     - Date     Condition        Report By
 BX2014  HISTORY     - 1961     MONUMENTED       CGS
 BX2014  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2014
 BX2014                          STATION DESCRIPTION
 BX2014
 BX2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2014'6.3 MI E FROM SLAGLE.
 BX2014'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2014'AND STORE AT SLAGLE, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 1214,
 BX2014'THENCE 1.85 MILES EAST ALONG STATE HIGHWAY 28, IN SECTION 6, T 2 N, R
 BX2014'6 W, 0.1 MILE WEST OF A CURVE IN THE HIGHWAY, SOUTHWEST OF AND ACROSS
 BX2014'THE HIGHWAY FROM A FARMHOUSE ON A HILL, 64 FEET SOUTH OF THE CENTER
 BX2014'LINE OF THE HIGHWAY, 79 FEET WEST OF AND ACROSS A PRIVATE DRIVEWAY
 BX2014'FROM A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 30 1/2 FEET WEST
 BX2014'OF A WOVEN-WIRE FENCE, 2 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A
 BX2014'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 BX2014'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX2014
 BX2014                          STATION RECOVERY (1994)
 BX2014
 BX2014'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1205 ***********************************************************************
 BK1205  DESIGNATION -  Q 183
 BK1205  PID         -  BK1205
 BK1205  STATE/COUNTY-  LA/VERNON
 BK1205  USGS QUAD   -  PITKIN (1972)
 BK1205
 BK1205                         *CURRENT SURVEY CONTROL
 BK1205  ___________________________________________________________________
 BK1205* NAD 83(1986)-  30 57 42.     (N)    092 55 26.     (W)     SCALED    
 BK1205* NAVD 88     -        63.71   (+/-2cm)     209.0    (feet)  VERTCON   
 BK1205  ___________________________________________________________________
 BK1205  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BK1205
 BK1205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1205
 BK1205.The horizontal coordinates were scaled from a topographic map and have
 BK1205.an estimated accuracy of +/- 6 seconds.
 BK1205
 BK1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1205.The vertical order pertains to the NGVD 29 superseded value.
 BK1205
 BK1205.The geoid height was determined by GEOID03.
 BK1205
 BK1205;                    North         East    Units  Estimated Accuracy
 BK1205;SPC LA N     -    51,270.      959,500.      MT  (+/- 180 meters Scaled)
 BK1205
 BK1205                          SUPERSEDED SURVEY CONTROL
 BK1205
 BK1205  NGVD 29 (??/??/??)   63.750  (m)          209.15   (f) ADJUSTED    2 0
 BK1205
 BK1205.Superseded values are not recommended for survey control.
 BK1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1205.See file dsdata.txt to determine how the superseded data were derived.
 BK1205
 BK1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ072253(NAD 83)
 BK1205_MARKER: DB = BENCH MARK DISK
 BK1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1205_STAMPING: Q 183 1961
 BK1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1205+STABILITY: SURFACE MOTION
 BK1205
 BK1205  HISTORY     - Date     Condition        Report By
 BK1205  HISTORY     - 1961     MONUMENTED       CGS
 BK1205  HISTORY     - 19940611 GOOD             USPSQD
 BK1205  HISTORY     - 20010331 GOOD             NGS
 BK1205
 BK1205                          STATION DESCRIPTION
 BK1205
 BK1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1205'2.1 MI NE FROM PITKIN.
 BK1205'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 463 FROM THE GULF,
 BK1205'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, IN SECTION 19, T 1
 BK1205'S, R 5 W, ON THE CREST OF A SMALL RISE IN A CLEARING AND 45 FEET EAST
 BK1205'OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET SOUTHEAST OF A POWER
 BK1205'LINE BRACE POLE ON THE WEST SIDE OF THE HIGHWAY, 1.9 FEET EAST OF A
 BK1205'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 BK1205'OF A CONCRETE POST PROJECTING 6 INCHES.
 BK1205
 BK1205                          STATION RECOVERY (1994)
 BK1205
 BK1205'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1205'RECOVERED IN GOOD CONDITION.
 BK1205
 BK1205                          STATION RECOVERY (2001)
 BK1205
 BK1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1205'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1221 ***********************************************************************
 BJ1221  DESIGNATION -  Q 19
 BJ1221  PID         -  BJ1221
 BJ1221  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1221  USGS QUAD   -  HAMMOND (1994)
 BJ1221
 BJ1221                         *CURRENT SURVEY CONTROL
 BJ1221  ___________________________________________________________________
 BJ1221* NAD 83(1986)-  30 32 10.     (N)    090 28 14.     (W)     SCALED    
 BJ1221* NAVD 88     -        15.563  (meters)      51.06   (feet)  READJUSTED
 BJ1221  ___________________________________________________________________
 BJ1221  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ1221  DYNAMIC HT  -          15.540 (meters)      50.98  (feet)  COMP
 BJ1221  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BJ1221
 BJ1221  VERT ORDER  -  ?
 BJ1221
 BJ1221.The horizontal coordinates were scaled from a topographic map and have
 BJ1221.an estimated accuracy of +/- 6 seconds.
 BJ1221
 BJ1221.The orthometric height was determined by differential leveling
 BJ1221.and adjusted by the National Geodetic Survey in June 1991..
 BJ1221.The height was derived from older observations constrained to new
 BJ1221.heights in a crustal motion area.  The height is approximate in
 BJ1221.relation to other heights in its vicinity.
 BJ1221
 BJ1221.The geoid height was determined by GEOID03.
 BJ1221
 BJ1221.The dynamic height is computed by dividing the NAVD 88
 BJ1221.geopotential number by the normal gravity value computed on the
 BJ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1221.degrees latitude (g = 980.6199 gals.).
 BJ1221
 BJ1221.The modeled gravity was interpolated from observed gravity values.
 BJ1221
 BJ1221;                    North         East    Units  Estimated Accuracy
 BJ1221;SPC LA S     -   226,010.    1,082,790.      MT  (+/- 180 meters Scaled)
 BJ1221
 BJ1221                          SUPERSEDED SURVEY CONTROL
 BJ1221
 BJ1221  NGVD 29 (??/??/??)   15.543  (m)           50.99   (f) ADJUSTED    1 1
 BJ1221
 BJ1221.Superseded values are not recommended for survey control.
 BJ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1221.See file dsdata.txt to determine how the superseded data were derived.
 BJ1221
 BJ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP426809(NAD 83)
 BJ1221_MARKER: DB = BENCH MARK DISK
 BJ1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1221_SP_SET: ABUTMENT
 BJ1221_STAMPING: Q 19 1934 51.312
 BJ1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1221
 BJ1221  HISTORY     - Date     Condition        Report By
 BJ1221  HISTORY     - 1934     MONUMENTED       CGS
 BJ1221  HISTORY     - 1969     GOOD             CGS
 BJ1221  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1221
 BJ1221                          STATION DESCRIPTION
 BJ1221
 BJ1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1221'2.05 MI N FROM HAMMOND.
 BJ1221'ABOUT 2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1221'STATION AT HAMMOND, SET ON THE TOP OF THE EAST END OF THE SOUTH
 BJ1221'CONCRETE ABUTMENT OF A 40-FOOT BRIDGE OVER A SMALL CREEK, 142 FEET
 BJ1221'NORTHEAST OF AND ACROSS TRACKS FROM MILEPOST 857, 7 FEET EAST OF THE
 BJ1221'EAST RAIL, 0.75 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY 1064 AT
 BJ1221'NATALBANY, 2.5 FEET WEST OF THE EAST END OF THE ABUTMENT AND 1 1/2
 BJ1221'FEET BELOW THE LEVEL OF THE TRACK.  SEC 11, T 6S, R 7E.
 BJ1221
 BJ1221                          STATION RECOVERY (1992)
 BJ1221
 BJ1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1221'THERE PORTION OF THE ABUTMENT THAT THE DISK WAS IN HAS BEEN HIT AND
 BJ1221'BROKEN OFF.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0972 ***********************************************************************
 BJ0972  DESIGNATION -  Q 197
 BJ0972  PID         -  BJ0972
 BJ0972  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0972  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0972
 BJ0972                         *CURRENT SURVEY CONTROL
 BJ0972  ___________________________________________________________________
 BJ0972* NAD 83(1986)-  30 26 42.     (N)    091 09 34.     (W)     SCALED    
 BJ0972* NAVD 88     -        13.415  (meters)      44.01   (feet)  ADJUSTED  
 BJ0972  ___________________________________________________________________
 BJ0972  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0972  DYNAMIC HT  -          13.397 (meters)      43.95  (feet)  COMP
 BJ0972  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BJ0972
 BJ0972  VERT ORDER  -  FIRST     CLASS I
 BJ0972
 BJ0972.The horizontal coordinates were scaled from a topographic map and have
 BJ0972.an estimated accuracy of +/- 6 seconds.
 BJ0972
 BJ0972.The orthometric height was determined by differential leveling
 BJ0972.and adjusted by the National Geodetic Survey in February 1994..
 BJ0972
 BJ0972.The geoid height was determined by GEOID03.
 BJ0972
 BJ0972.The dynamic height is computed by dividing the NAVD 88
 BJ0972.geopotential number by the normal gravity value computed on the
 BJ0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0972.degrees latitude (g = 980.6199 gals.).
 BJ0972
 BJ0972.The modeled gravity was interpolated from observed gravity values.
 BJ0972
 BJ0972;                    North         East    Units  Estimated Accuracy
 BJ0972;SPC LA S     -   215,610.    1,016,700.      MT  (+/- 180 meters Scaled)
 BJ0972
 BJ0972                          SUPERSEDED SURVEY CONTROL
 BJ0972
 BJ0972  NGVD 29 (??/??/??)   13.420  (m)           44.03   (f) ADJUSTED    1 1
 BJ0972
 BJ0972.Superseded values are not recommended for survey control.
 BJ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0972.See file dsdata.txt to determine how the superseded data were derived.
 BJ0972
 BJ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP767695(NAD 83)
 BJ0972_MARKER: DB = BENCH MARK DISK
 BJ0972_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0972_SP_SET: FOUNDATION WALL
 BJ0972_STAMPING: Q 197 1964
 BJ0972_MARK LOGO: CGS   
 BJ0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0972+STABILITY: SURFACE MOTION
 BJ0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0972+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 BJ0972
 BJ0972  HISTORY     - Date     Condition        Report By
 BJ0972  HISTORY     - 1964     MONUMENTED       CGS
 BJ0972  HISTORY     - 1976     GOOD             NGS
 BJ0972  HISTORY     - 1987     GOOD             USPSQD
 BJ0972  HISTORY     - 1987     GOOD             LA-033
 BJ0972  HISTORY     - 19940913 GOOD             NGS
 BJ0972  HISTORY     - 20050713 GOOD             SJB
 BJ0972  HISTORY     - 20060722 GOOD             NGS
 BJ0972
 BJ0972                          STATION DESCRIPTION
 BJ0972
 BJ0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0972'IN BATON ROUGE.
 BJ0972'AT BATON ROUGE, ALONG GOVERNMENT STREET, AT THE BATON ROUGE HIGH
 BJ0972'SCHOOL, NEAR THE FRONT (MAIN) ENTRANCE TO SCHOOL BUILDING, 306 FEET
 BJ0972'NORTH OF THE NORTH CURB OF GOVERNMENT STREET, 11 FEET WEST OF THE
 BJ0972'CENTER OF MAIN ENTRACE, 3 FEET EAST OF THE WEST CORNER OF AN OFFSET IN
 BJ0972'BUILDING, SET VERTICALLY IN THE SOUTH BRICK FACE OF BUILDING AND 2 1/2
 BJ0972'FEET ABOVE THE WALKWAY.
 BJ0972
 BJ0972                          STATION RECOVERY (1976)
 BJ0972
 BJ0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0972'1.6 MILE EAST ALONG GOVERNMENT STREET FROM ITS INTERSECTION WITH SAINT
 BJ0972'LOUIS STREET, SET VERTICALLY IN THE SOUTH BRICK FACE OF BATON ROUGE
 BJ0972'HIGH SCHOOL, 11 FT WEST OF THE CENTER OF MAIN ENTRANCE, 3 FT EAST OF
 BJ0972'THE WEST CORNER OF AN OFFSET IN BUILDING, 306 FT NORTH OF NORTH CURB
 BJ0972'OF GOVERNMENT STREET.
 BJ0972
 BJ0972                          STATION RECOVERY (1987)
 BJ0972
 BJ0972'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 BJ0972'RECOVERED IN GOOD CONDITION.
 BJ0972
 BJ0972                          STATION RECOVERY (1987)
 BJ0972
 BJ0972'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0972'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 2.6 KM
 BJ0972'(1.6 MI) EAST ON GOVERNMENT STREET FROM THE INTERSECTION OF
 BJ0972'GOVERNMENT STREET AND SAINT LOUIS STREET TO THE MARK ON THE NORTH
 BJ0972'SIDE OF GOVERNMENT STREET SET VERTICALLY IN THE SOUTH FACE OF THE
 BJ0972'BATON ROUGE HIGH SCHOOL JUST WEST OF THE MAIN ENTRANCE, 9.3 METERS
 BJ0972'(306 FT) NORTH OF THE NORTH CURB OF GOVERNMENT STREET, 3.4 METERS (11
 BJ0972'FT) WEST OF THE MAIN ENTRANCE OF THE HIGH SCHOOL AND 0.91 METERS (3
 BJ0972'FT) EAST OF THE WEST CORNER OF AN OFFSET IN BUILDING.
 BJ0972'THE MARK IS 0.61 M ABOVE WALKWAY.
 BJ0972
 BJ0972                          STATION RECOVERY (1994)
 BJ0972
 BJ0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 BJ0972'RECOVERED IN GOOD CONDITION.
 BJ0972
 BJ0972                          STATION RECOVERY (2005)
 BJ0972
 BJ0972'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ0972'RECOVERED AS DESCRIBED
 BJ0972
 BJ0972                          STATION RECOVERY (2006)
 BJ0972
 BJ0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0527 ***********************************************************************
 AT0527  TIDAL BM    -  This is a Tidal Bench Mark.
 AT0527  DESIGNATION -  Q 198
 AT0527  PID         -  AT0527
 AT0527  STATE/COUNTY-  LA/PLAQUEMINES
 AT0527  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0527
 AT0527                         *CURRENT SURVEY CONTROL
 AT0527  ___________________________________________________________________
 AT0527* NAD 83(1986)-  28 54 19.     (N)    089 25 48.     (W)     SCALED    
 AT0527* NAVD 88     -         6.24   (+/-2cm)      20.5    (feet)  VERTCON   
 AT0527  ___________________________________________________________________
 AT0527  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AT0527
 AT0527  VERT ORDER  -  SECOND    CLASS I (See Below)
 AT0527
 AT0527.The horizontal coordinates were scaled from a topographic map and have
 AT0527.an estimated accuracy of +/- 6 seconds.
 AT0527
 AT0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0527.The vertical order pertains to the NGVD 29 superseded value.
 AT0527
 AT0527.This Tidal Bench Mark is designated as VM 15770
 AT0527.by the Center for Operational Oceanographic Products and Services.
 AT0527
 AT0527.The geoid height was determined by GEOID03.
 AT0527
 AT0527;                    North         East    Units  Estimated Accuracy
 AT0527;SPC LA S     -    46,470.    1,185,640.      MT  (+/- 180 meters Scaled)
 AT0527
 AT0527                          SUPERSEDED SURVEY CONTROL
 AT0527
 AT0527  NGVD 29 (??/??/??)    6.310  (m)           20.70   (f) ADJUSTED    2 1
 AT0527
 AT0527.Superseded values are not recommended for survey control.
 AT0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0527.See file dsdata.txt to determine how the superseded data were derived.
 AT0527
 AT0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBS630999(NAD 83)
 AT0527_MARKER: DB = BENCH MARK DISK
 AT0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AT0527_SP_SET: PLATFORM ON CONCRETE PILING
 AT0527_STAMPING: Q 198 1977
 AT0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0527
 AT0527  HISTORY     - Date     Condition        Report By
 AT0527  HISTORY     - 1977     MONUMENTED       NGS
 AT0527
 AT0527                          STATION DESCRIPTION
 AT0527
 AT0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AT0527'C G STATION AT SOUTHWEST PASS.
 AT0527'LOCATED AT THE MOUTH OF THE MISSISSIPPI RIVER, ATOP THE U S COAST
 AT0527'GUARD STATION AT THE SOUTHWEST PASS ENTRANCE, AT THE WEST END OF
 AT0527'A CONCRETE WALKWAY CONNECTING THE TOWER STRUCTURE AND ELEVATED
 AT0527'HELICOPTER PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2205 ***********************************************************************
 BJ2205  DESIGNATION -  Q 202
 BJ2205  PID         -  BJ2205
 BJ2205  STATE/COUNTY-  LA/ST MARTIN
 BJ2205  USGS QUAD   -  PARKS (1983)
 BJ2205
 BJ2205                         *CURRENT SURVEY CONTROL
 BJ2205  ___________________________________________________________________
 BJ2205* NAD 83(1992)-  30 08 04.71700(N)    091 49 34.00206(W)     ADJUSTED  
 BJ2205* NAVD 88     -         7.31   (+/-2cm)      24.0  **(feet)  VERTCON   
 BJ2205  **This station is located in a subsidence area (see below).
 BJ2205  ___________________________________________________________________
 BJ2205  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ2205  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ2205
 BJ2205  HORZ ORDER  -  SECOND
 BJ2205  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2205
 BJ2205.The horizontal coordinates were established by classical geodetic methods
 BJ2205.and adjusted by the National Geodetic Survey in January 1993..
 BJ2205
 BJ2205 ** The orthometric height has not been validated since last determined
 BJ2205 ** by differential leveling and should not be used for control purposes.
 BJ2205 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2205 ** area with valid NAVD 88 orthometric heights.
 BJ2205 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2205 ** epoch indicated which incorporates improved geoid heights for the
 BJ2205 ** Southern Louisiana Subsidence area.
 BJ2205 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2205.The vertical order pertains to the NGVD 29 superseded value.
 BJ2205
 BJ2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2205
 BJ2205.The geoid height was determined by GEOID03.
 BJ2205
 BJ2205;                    North         East     Units Scale Factor Converg.
 BJ2205;SPC LA S     -   181,293.132   952,521.509   MT  0.99992846   -0 14 47.0
 BJ2205;SPC LA S     -   594,792.55  3,125,064.32   sFT  0.99992846   -0 14 47.0
 BJ2205;UTM  15      - 3,334,286.664   613,069.614   MT  0.99975773   +0 35 21.8
 BJ2205
 BJ2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2205!SPC LA S     -   1.00000312  x   0.99992846  =   0.99993158
 BJ2205!UTM  15      -   1.00000312  x   0.99975773  =   0.99976085
 BJ2205
 BJ2205                          SUPERSEDED SURVEY CONTROL
 BJ2205
 BJ2205  NAD 83(1986)-  30 08 04.73744(N)    091 49 33.99635(W) AD(       ) 2
 BJ2205  NAD 27      -  30 08 04.01455(N)    091 49 33.57919(W) AD(       ) 2
 BJ2205  NGVD 29 (??/??/??)    7.322  (m)           24.02   (f) ADJUSTED    1 2
 BJ2205
 BJ2205.Superseded values are not recommended for survey control.
 BJ2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2205.See file dsdata.txt to determine how the superseded data were derived.
 BJ2205
 BJ2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1307034287(NAD 83)
 BJ2205_MARKER: DB = BENCH MARK DISK
 BJ2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2205_STAMPING: Q 202 1964
 BJ2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2205+STABILITY: SURFACE MOTION
 BJ2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2205+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 BJ2205
 BJ2205  HISTORY     - Date     Condition        Report By
 BJ2205  HISTORY     - 1969     MONUMENTED       CGS
 BJ2205  HISTORY     - 1968     GOOD             CGS
 BJ2205  HISTORY     - 1975     GOOD             LADPW
 BJ2205  HISTORY     - 19990712 GOOD             USPSQD
 BJ2205  HISTORY     - 20010730 GOOD             NGS
 BJ2205  HISTORY     - 20040317 GOOD             AERODA
 BJ2205
 BJ2205                          STATION DESCRIPTION
 BJ2205
 BJ2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ2205'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF LAFAYETTE, 8
 BJ2205'MILES NORTH OF NEW IBERIA AND AT THE ENTRANCE OF THE
 BJ2205'LONGFELLOW-EVANGELINE STATE PARK IN THE NORTH PART OF ST.
 BJ2205'MARTINVILLE.
 BJ2205'
 BJ2205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 96
 BJ2205'IN THE NORTH PART OF ST. MARTINVILLE, GO NORTH ON STATE HIGHWAY 31
 BJ2205'FOR 0.7 MILE TO THE ENTRANCE OF LONGFELLOW-EVANGELINE STATE PARK
 BJ2205'AND THE STATION AS DESCRIBED.
 BJ2205'
 BJ2205'Q 202 IS A STANDARD BENCH MARK DISK, STAMPED Q 202 1964, SET IN THE
 BJ2205'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ2205'5-INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET NORTH OF THE
 BJ2205'CENTERLINE OF THE PARK ROAD, 16 FEET NORTHWEST OF THE NORTH BRICK
 BJ2205'PILLAR AND 1.6 FEET SOUTH OF THE NORTH BRICK WALL OF GATE.
 BJ2205
 BJ2205                          STATION RECOVERY (1968)
 BJ2205
 BJ2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BJ2205'1.3 MI N FROM ST MARTINVILLE.
 BJ2205'ABOUT 1.3 MILES NORTH ALONG LOUISIANA HIGHWAY 31 FROM THE COUNTY
 BJ2205'COURTHOUSE AT ST. MARTINVILLE, AT THE ENTRANCE TO THE LONGFELLOW
 BJ2205'EVANGELINE STATE PARK, 137 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 BJ2205'27 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY TO THE PARK, 6 FEET WEST
 BJ2205'OF A GATE, ABOUT LEVEL WITH THE DRIVEWAY, AND SET IN THE TOP OF A
 BJ2205'CONCRETE POST PROJECTING 4 INCHES.
 BJ2205
 BJ2205                          STATION RECOVERY (1975)
 BJ2205
 BJ2205'RECOVERY NOTE BY LOUISIANA DEPARTMENT OF PUBLIC WORKS 1975
 BJ2205'RECOVERED IN GOOD CONDITION.
 BJ2205
 BJ2205                          STATION RECOVERY (1999)
 BJ2205
 BJ2205'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ2205'RECOVERED IN GOOD CONDITION.
 BJ2205
 BJ2205                          STATION RECOVERY (2001)
 BJ2205
 BJ2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ2205'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 BJ2205
 BJ2205                          STATION RECOVERY (2004)
 BJ2205
 BJ2205'RECOVERY NOTE BY AERO DATA CORPORATION 2004 (RJG)
 BJ2205'LEAF ON CONDITIONS MAY INHIBIT GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0326 ***********************************************************************
 BJ0326  DESIGNATION -  Q 205
 BJ0326  PID         -  BJ0326
 BJ0326  STATE/COUNTY-  LA/ST LANDRY
 BJ0326  USGS QUAD   -  LOTTIE (1994)
 BJ0326
 BJ0326                         *CURRENT SURVEY CONTROL
 BJ0326  ___________________________________________________________________
 BJ0326* NAD 83(1986)-  30 32 16.     (N)    091 44 56.     (W)     SCALED    
 BJ0326* NAVD 88     -        12.794  (meters)      41.98   (feet)  ADJUSTED  
 BJ0326  ___________________________________________________________________
 BJ0326  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0326  DYNAMIC HT  -          12.777 (meters)      41.92  (feet)  COMP
 BJ0326  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BJ0326
 BJ0326  VERT ORDER  -  FIRST     CLASS I
 BJ0326
 BJ0326.The horizontal coordinates were scaled from a topographic map and have
 BJ0326.an estimated accuracy of +/- 6 seconds.
 BJ0326
 BJ0326.The orthometric height was determined by differential leveling
 BJ0326.and adjusted by the National Geodetic Survey in February 1994..
 BJ0326
 BJ0326.The geoid height was determined by GEOID03.
 BJ0326
 BJ0326.The dynamic height is computed by dividing the NAVD 88
 BJ0326.geopotential number by the normal gravity value computed on the
 BJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0326.degrees latitude (g = 980.6199 gals.).
 BJ0326
 BJ0326.The modeled gravity was interpolated from observed gravity values.
 BJ0326
 BJ0326;                    North         East    Units  Estimated Accuracy
 BJ0326;SPC LA S     -   225,950.      960,120.      MT  (+/- 180 meters Scaled)
 BJ0326
 BJ0326                          SUPERSEDED SURVEY CONTROL
 BJ0326
 BJ0326  NAVD 88 (06/15/91)   12.841  (m)           42.13   (f) UNKNOWN     1 1
 BJ0326  NGVD 29 (??/??/??)   12.813  (m)           42.04   (f) ADJUSTED    1 1
 BJ0326
 BJ0326.Superseded values are not recommended for survey control.
 BJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0326.See file dsdata.txt to determine how the superseded data were derived.
 BJ0326
 BJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP200790(NAD 83)
 BJ0326_MARKER: DB = BENCH MARK DISK
 BJ0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0326_SP_SET: PIER
 BJ0326_STAMPING: Q 205 1964
 BJ0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0326
 BJ0326  HISTORY     - Date     Condition        Report By
 BJ0326  HISTORY     - 1964     MONUMENTED       CGS
 BJ0326  HISTORY     - 1976     GOOD             NGS
 BJ0326
 BJ0326                          STATION DESCRIPTION
 BJ0326
 BJ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0326'0.6 MI E FROM KROTZ SPRINGS.
 BJ0326'ABOUT 0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0326'STATION AT KROTZ SPRINGS, SET IN THE TOP OF THE SOUTH END OF THE WEST
 BJ0326'CONCRETE PIER OF THE BRIDGE OVER THE ATCHAFALAYA RIVER, 4 FEET SOUTH
 BJ0326'OF THE SOUTH RAIL, 6.4 FEET NORTH OF THE SOUTH EDGE OF THE PIER, 0.6
 BJ0326'FOOT NORTH OF THE NORTHWEST CORNER OF THE FOOTING PLATE FOR A METAL
 BJ0326'TRUSS, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 BJ0326
 BJ0326                          STATION RECOVERY (1976)
 BJ0326
 BJ0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0326'0.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0326'OFFICE AT KROTZ SPRINGS, SET IN TOP OF THE SOUTH END OF THE WEST
 BJ0326'CONCRETE PIER OF THE STEEL GIRDER RAILROAD BRIDGE OVER THE ATCHAFALAYA
 BJ0326'RIVER, 4 FT SOUTH OF SOUTH RAIL, 6.4 FT NORTH OF SOUTH EDGES OF PIER,
 BJ0326'0.6 FT NORTH OF NORTHWEST CORNER OF THE FOOTING PLATE FOR A METAL
 BJ0326'TRUSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0039 ***********************************************************************
 BJ0039  DESIGNATION -  Q 207
 BJ0039  PID         -  BJ0039
 BJ0039  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0039  USGS QUAD   -  MORGANZA (1994)
 BJ0039
 BJ0039                         *CURRENT SURVEY CONTROL
 BJ0039  ___________________________________________________________________
 BJ0039* NAD 83(1986)-  30 44 54.     (N)    091 36 01.     (W)     SCALED    
 BJ0039* NAVD 88     -        16.183  (meters)      53.09   (feet)  ADJUSTED  
 BJ0039  ___________________________________________________________________
 BJ0039  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0039  DYNAMIC HT  -          16.162 (meters)      53.02  (feet)  COMP
 BJ0039  MODELED GRAV-     979,365.3   (mgal)                       NAVD 88
 BJ0039
 BJ0039  VERT ORDER  -  FIRST     CLASS I
 BJ0039
 BJ0039.The horizontal coordinates were scaled from a topographic map and have
 BJ0039.an estimated accuracy of +/- 6 seconds.
 BJ0039
 BJ0039.The orthometric height was determined by differential leveling
 BJ0039.and adjusted by the National Geodetic Survey in February 1994..
 BJ0039
 BJ0039.The geoid height was determined by GEOID03.
 BJ0039
 BJ0039.The dynamic height is computed by dividing the NAVD 88
 BJ0039.geopotential number by the normal gravity value computed on the
 BJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0039.degrees latitude (g = 980.6199 gals.).
 BJ0039
 BJ0039.The modeled gravity was interpolated from observed gravity values.
 BJ0039
 BJ0039;                    North         East    Units  Estimated Accuracy
 BJ0039;SPC LA S     -   249,250.      974,440.      MT  (+/- 180 meters Scaled)
 BJ0039
 BJ0039                          SUPERSEDED SURVEY CONTROL
 BJ0039
 BJ0039  NAVD 88 (06/15/91)   16.217  (m)           53.21   (f) UNKNOWN     1 1
 BJ0039  NGVD 29 (??/??/??)   16.175  (m)           53.07   (f) ADJUSTED    1 1
 BJ0039
 BJ0039.Superseded values are not recommended for survey control.
 BJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0039.See file dsdata.txt to determine how the superseded data were derived.
 BJ0039
 BJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ339025(NAD 83)
 BJ0039_MARKER: DB = BENCH MARK DISK
 BJ0039_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0039_SP_SET: 64 FEET
 BJ0039_STAMPING: Q 207 1964
 BJ0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0039
 BJ0039  HISTORY     - Date     Condition        Report By
 BJ0039  HISTORY     - 1964     MONUMENTED       CGS
 BJ0039  HISTORY     - 1976     GOOD             NGS
 BJ0039
 BJ0039                          STATION DESCRIPTION
 BJ0039
 BJ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0039'1.0 MI NW FROM MORGANZA.
 BJ0039'ABOUT 1.0 MILE NORTHWEST ALONG STATE ROAD 1 FROM THE TEXAS AND PACIFIC
 BJ0039'RAILROAD STATION AT MORGANZA, 105 FEET NORTHEAST OF THE CENTER LINE OF
 BJ0039'THE ROAD, 372 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD ON THE TOP
 BJ0039'OF A NORTHWEST-SOUTHEAST LEVEE, 59 FEET SOUTHEAST OF THE CENTER LINE
 BJ0039'OF A ROAD ON THE TOP OF A NORTHEAST-SOUTHWEST LEVEE, 54 FEET SOUTHEAST
 BJ0039'OF THE EAST CORNER OF A CATTLE GUARD, 1 FOOT SOUTHWEST OF A FENCE, 1.5
 BJ0039'FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL
 BJ0039'OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BJ0039'DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 BJ0039'WHICH PROJECTS 1 FOOT.
 BJ0039
 BJ0039                          STATION RECOVERY (1976)
 BJ0039
 BJ0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0039'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BJ0039'MORGANZA, 97 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 59 FT
 BJ0039'SOUTHEAST OF A CATTLE GUARD AND THE LEVEE ROAD, 1 FT SOUTHWEST OF A
 BJ0039'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0809 ***********************************************************************
 BJ0809  DESIGNATION -  Q 208
 BJ0809  PID         -  BJ0809
 BJ0809  STATE/COUNTY-  LA/IBERVILLE
 BJ0809  USGS QUAD   -  ADDIS (1992)
 BJ0809
 BJ0809                         *CURRENT SURVEY CONTROL
 BJ0809  ___________________________________________________________________
 BJ0809* NAD 83(1986)-  30 15 39.     (N)    091 15 58.     (W)     SCALED    
 BJ0809* NAVD 88     -         5.635  (meters)      18.49   (feet)  ADJUSTED  
 BJ0809  ___________________________________________________________________
 BJ0809  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0809  DYNAMIC HT  -           5.627 (meters)      18.46  (feet)  COMP
 BJ0809  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 BJ0809
 BJ0809  VERT ORDER  -  FIRST     CLASS I
 BJ0809
 BJ0809.The horizontal coordinates were scaled from a topographic map and have
 BJ0809.an estimated accuracy of +/- 6 seconds.
 BJ0809
 BJ0809.The orthometric height was determined by differential leveling
 BJ0809.and adjusted by the National Geodetic Survey in February 1994..
 BJ0809
 BJ0809.The geoid height was determined by GEOID03.
 BJ0809
 BJ0809.The dynamic height is computed by dividing the NAVD 88
 BJ0809.geopotential number by the normal gravity value computed on the
 BJ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0809.degrees latitude (g = 980.6199 gals.).
 BJ0809
 BJ0809.The modeled gravity was interpolated from observed gravity values.
 BJ0809
 BJ0809;                    North         East    Units  Estimated Accuracy
 BJ0809;SPC LA S     -   195,180.    1,006,470.      MT  (+/- 180 meters Scaled)
 BJ0809
 BJ0809                          SUPERSEDED SURVEY CONTROL
 BJ0809
 BJ0809  NGVD 29 (??/??/??)    5.650  (m)           18.54   (f) ADJUSTED    1 1
 BJ0809
 BJ0809.Superseded values are not recommended for survey control.
 BJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0809.See file dsdata.txt to determine how the superseded data were derived.
 BJ0809
 BJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP668489(NAD 83)
 BJ0809_MARKER: DB = BENCH MARK DISK
 BJ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0809_STAMPING: Q 208 1964
 BJ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0809+STABILITY: SURFACE MOTION
 BJ0809
 BJ0809  HISTORY     - Date     Condition        Report By
 BJ0809  HISTORY     - 1964     MONUMENTED       CGS
 BJ0809  HISTORY     - 1976     GOOD             NGS
 BJ0809
 BJ0809                          STATION DESCRIPTION
 BJ0809
 BJ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0809'1.2 MI NE FROM CRESCENT.
 BJ0809'ABOUT 1.2 MILES NORTHEAST ALONG STATE ROAD 3066 FROM THE MT. ZION
 BJ0809'CHURCH AT CRESCENT, OR ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 1
 BJ0809'FROM THE POST OFFICE AT PLAQUEMINE, THENCE 0.85 MILE SOUTHWEST ALONG
 BJ0809'BAYOU ROAD, THENCE 2.15 MILES SOUTHWEST ALONG STATE ROAD 3066, AT THE
 BJ0809'NORTH END OF A CURVE, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 140
 BJ0809'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 12 FEET NORTH OF A
 BJ0809'60-INCH PECAN TREE, 12 FEET SOUTH OF A COMBINATION POWER AND TELEPHONE
 BJ0809'POLE, 1 1/2 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A WOODEN WITNESS
 BJ0809'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ0809'PROJECTING 7 INCHES.
 BJ0809
 BJ0809                          STATION RECOVERY (1976)
 BJ0809
 BJ0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0809'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0809'FROM THE POST OFFICE, AT THE CROSSING OF A POWER LINE, 21.5 FT EAST OF
 BJ0809'THE CENTER LINE OF THE HIGHWAY, 86 FT NORTH OF THE CENTER LINE OF A
 BJ0809'SHELL DRIVE LEADING EAST TO A TENNIS CLUB, 141.5 FT WEST OF THE WEST
 BJ0809'CORNER OF A FRAME BUILDING, 12 FT NORTH OF A 60-INCH PECAN TREE,
 BJ0809'FT SOUTH OF A POWER LINE POLE, 1.5 FT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0842 ***********************************************************************
 BJ0842  DESIGNATION -  Q 209
 BJ0842  PID         -  BJ0842
 BJ0842  STATE/COUNTY-  LA/IBERIA
 BJ0842  USGS QUAD   -  PIGEON (1980)
 BJ0842
 BJ0842                         *CURRENT SURVEY CONTROL
 BJ0842  ___________________________________________________________________
 BJ0842* NAD 83(1986)-  30 02 17.     (N)    091 15 21.     (W)     SCALED    
 BJ0842* NAVD 88     -         0.989  (meters)       3.24   (feet)  ADJUSTED  
 BJ0842  ___________________________________________________________________
 BJ0842  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BJ0842  DYNAMIC HT  -           0.987 (meters)       3.24  (feet)  COMP
 BJ0842  MODELED GRAV-     979,308.3   (mgal)                       NAVD 88
 BJ0842
 BJ0842  VERT ORDER  -  FIRST     CLASS I
 BJ0842
 BJ0842.The horizontal coordinates were scaled from a topographic map and have
 BJ0842.an estimated accuracy of +/- 6 seconds.
 BJ0842
 BJ0842.The orthometric height was determined by differential leveling
 BJ0842.and adjusted by the National Geodetic Survey in February 1994..
 BJ0842
 BJ0842.The geoid height was determined by GEOID03.
 BJ0842
 BJ0842.The dynamic height is computed by dividing the NAVD 88
 BJ0842.geopotential number by the normal gravity value computed on the
 BJ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0842.degrees latitude (g = 980.6199 gals.).
 BJ0842
 BJ0842.The modeled gravity was interpolated from observed gravity values.
 BJ0842
 BJ0842;                    North         East    Units  Estimated Accuracy
 BJ0842;SPC LA S     -   170,490.    1,007,470.      MT  (+/- 180 meters Scaled)
 BJ0842
 BJ0842                          SUPERSEDED SURVEY CONTROL
 BJ0842
 BJ0842  NGVD 29 (??/??/??)    1.032  (m)            3.39   (f) ADJUSTED    1 1
 BJ0842
 BJ0842.Superseded values are not recommended for survey control.
 BJ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0842.See file dsdata.txt to determine how the superseded data were derived.
 BJ0842
 BJ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP681242(NAD 83)
 BJ0842_MARKER: DB = BENCH MARK DISK
 BJ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0842_STAMPING: Q 209 1964
 BJ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0842+STABILITY: SURFACE MOTION
 BJ0842
 BJ0842  HISTORY     - Date     Condition        Report By
 BJ0842  HISTORY     - 1964     MONUMENTED       CGS
 BJ0842  HISTORY     - 1965     GOOD             CGS
 BJ0842  HISTORY     - 1976     GOOD             NGS
 BJ0842
 BJ0842                          STATION DESCRIPTION
 BJ0842
 BJ0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0842'2.75 MI SE FROM PIGEON.
 BJ0842'ABOUT 2.75 MILES SOUTHEAST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 BJ0842'SOUTH END OF THE DRAWBRIDGE OVER THE LOWER GRAND RIVER AT PIGEON, 368
 BJ0842'FEET NORTHEAST OF THE CENTER LINE OF THE LEVEE, 96 FEET NORTHEAST OF
 BJ0842'THE CENTER LINE OF ROAD, 33 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 BJ0842'VERY SWAMPY AREA, 1.5 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 4
 BJ0842'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BJ0842'POST PROJECTING 1 FOOT.
 BJ0842
 BJ0842                          STATION RECOVERY (1976)
 BJ0842
 BJ0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0842'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE
 BJ0842'SOUTH END OF A DRAWBRIDGE OVER THE LOWER GRAND RIVER, 0.2 MILE NORTH
 BJ0842'OF THE JUNCTION OF A DIRT ROAD LEADING EAST, AT THE SOUTH END OF A
 BJ0842'SWAMP, 240 FT NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST,
 BJ0842'103 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 375 FT EAST OF THE
 BJ0842'CENTER OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1286 ***********************************************************************
 BJ1286  DESIGNATION -  Q 21
 BJ1286  PID         -  BJ1286
 BJ1286  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1286  USGS QUAD   -  ROBERT (1974)
 BJ1286
 BJ1286                         *CURRENT SURVEY CONTROL
 BJ1286  ___________________________________________________________________
 BJ1286* NAD 83(1986)-  30 30 03.     (N)    090 16 40.     (W)     SCALED    
 BJ1286* NAVD 88     -        10.00   (+/-2cm)      32.8    (feet)  VERTCON   
 BJ1286  ___________________________________________________________________
 BJ1286  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ1286
 BJ1286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1286
 BJ1286.The horizontal coordinates were scaled from a topographic map and have
 BJ1286.an estimated accuracy of +/- 6 seconds.
 BJ1286
 BJ1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1286.The vertical order pertains to the NGVD 29 superseded value.
 BJ1286
 BJ1286.The geoid height was determined by GEOID03.
 BJ1286
 BJ1286;                    North         East    Units  Estimated Accuracy
 BJ1286;SPC LA S     -   222,250.    1,101,330.      MT  (+/- 180 meters Scaled)
 BJ1286
 BJ1286                          SUPERSEDED SURVEY CONTROL
 BJ1286
 BJ1286  NGVD 29 (??/??/??)   10.023  (m)           32.88   (f) ADJUSTED    2 0
 BJ1286
 BJ1286.Superseded values are not recommended for survey control.
 BJ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1286.See file dsdata.txt to determine how the superseded data were derived.
 BJ1286
 BJ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP612774(NAD 83)
 BJ1286_MARKER: DB = BENCH MARK DISK
 BJ1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1286_STAMPING: Q 21 1934
 BJ1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1286+STABILITY: SURFACE MOTION
 BJ1286
 BJ1286  HISTORY     - Date     Condition        Report By
 BJ1286  HISTORY     - 1934     MONUMENTED       CGS
 BJ1286  HISTORY     - 1955     POOR             CGS
 BJ1286
 BJ1286                          STATION DESCRIPTION
 BJ1286
 BJ1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1286'0.2 MI E FROM LORRAINE.
 BJ1286'0.2 MILE EAST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 BJ1286'LORRAINE, TANGIPAHOA PARISH, 14-1/2 POLES WEST OF MILEPOST C 10, 15
 BJ1286'FEET WEST OF A ROAD CROSSING, AND 30 FEET SOUTH OF THE CENTERLINE OF
 BJ1286'THE TRACK.  A STANDARD DISK, STAMPED Q 21 1934 AND SET IN THE TOP OF A
 BJ1286'CONCRETE POST.  NOTE-- THE MARK HAS BEEN DISTURBED AND IS LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1271 ***********************************************************************
 BH1271  DESIGNATION -  Q 22
 BH1271  PID         -  BH1271
 BH1271  STATE/COUNTY-  LA/ST TAMMANY
 BH1271  USGS QUAD   -  HICKORY (1994)
 BH1271
 BH1271                         *CURRENT SURVEY CONTROL
 BH1271  ___________________________________________________________________
 BH1271* NAD 83(1986)-  30 27 47.     (N)    089 51 03.     (W)     SCALED    
 BH1271* NAVD 88     -        15.18   (+/-2cm)      49.8    (feet)  VERTCON   
 BH1271  ___________________________________________________________________
 BH1271  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BH1271
 BH1271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1271
 BH1271.The horizontal coordinates were scaled from a topographic map and have
 BH1271.an estimated accuracy of +/- 6 seconds.
 BH1271
 BH1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1271.The vertical order pertains to the NGVD 29 superseded value.
 BH1271
 BH1271.The geoid height was determined by GEOID03.
 BH1271
 BH1271;                    North         East    Units  Estimated Accuracy
 BH1271;SPC LA S     -   218,520.    1,142,360.      MT  (+/- 180 meters Scaled)
 BH1271
 BH1271                          SUPERSEDED SURVEY CONTROL
 BH1271
 BH1271  NGVD 29 (??/??/??)   15.230  (m)           49.97   (f) ADJUSTED    2 0
 BH1271
 BH1271.Superseded values are not recommended for survey control.
 BH1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1271.See file dsdata.txt to determine how the superseded data were derived.
 BH1271
 BH1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU262735(NAD 83)
 BH1271_MARKER: DB = BENCH MARK DISK
 BH1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1271_STAMPING: 50 Q 22 1934
 BH1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1271+STABILITY: SURFACE MOTION
 BH1271
 BH1271  HISTORY     - Date     Condition        Report By
 BH1271  HISTORY     - 1934     MONUMENTED       CGS
 BH1271  HISTORY     - 1955     GOOD             CGS
 BH1271
 BH1271                          STATION DESCRIPTION
 BH1271
 BH1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1271'3.2 MI N FROM FLORENVILLE.
 BH1271'3.2 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH1271'STATE HIGHWAY 114 OVERPASS AT FLORENVILLE, ST. TAMMANY PARISH, 7 POLES
 BH1271'NORTH OF MILEPOST 48, AT A DIM-ROAD CROSSING, 30 FEET EAST OF THE EAST
 BH1271'RAIL, 14 FEET SOUTH OF THE CENTERLINE OF THE DIM ROAD, 20 FEET NORTH
 BH1271'OF POLE 1737, IN LINE WITH THE ROW OF POLES, 2 FEET BELOW THE LEVEL OF
 BH1271'THE TRACK, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED 50 Q 22
 BH1271'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING, 8 INCHES ABOVE
 BH1271'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2232 ***********************************************************************
 CP2232  DESIGNATION -  Q 23
 CP2232  PID         -  CP2232
 CP2232  STATE/COUNTY-  LA/MOREHOUSE
 CP2232  USGS QUAD   -  BASTROP (1994)
 CP2232
 CP2232                         *CURRENT SURVEY CONTROL
 CP2232  ___________________________________________________________________
 CP2232* NAD 83(1986)-  32 49 20.     (N)    091 54 30.     (W)     SCALED    
 CP2232* NAVD 88     -        37.202  (meters)     122.05   (feet)  ADJUSTED  
 CP2232  ___________________________________________________________________
 CP2232  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP2232  DYNAMIC HT  -          37.162 (meters)     121.92  (feet)  COMP
 CP2232  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 CP2232
 CP2232  VERT ORDER  -  SECOND    CLASS 0
 CP2232
 CP2232.The horizontal coordinates were scaled from a topographic map and have
 CP2232.an estimated accuracy of +/- 6 seconds.
 CP2232
 CP2232.The orthometric height was determined by differential leveling
 CP2232.and adjusted by the National Geodetic Survey in June 1991..
 CP2232
 CP2232.The geoid height was determined by GEOID03.
 CP2232
 CP2232.The dynamic height is computed by dividing the NAVD 88
 CP2232.geopotential number by the normal gravity value computed on the
 CP2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2232.degrees latitude (g = 980.6199 gals.).
 CP2232
 CP2232.The modeled gravity was interpolated from observed gravity values.
 CP2232
 CP2232;                    North         East    Units  Estimated Accuracy
 CP2232;SPC LA N     -   257,640.    1,055,410.      MT  (+/- 180 meters Scaled)
 CP2232
 CP2232                          SUPERSEDED SURVEY CONTROL
 CP2232
 CP2232  NGVD 29 (??/??/92)   37.28   (m)          122.3    (f) COMPUTED    2 0
 CP2232
 CP2232.Superseded values are not recommended for survey control.
 CP2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2232.See file dsdata.txt to determine how the superseded data were derived.
 CP2232
 CP2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS021321(NAD 83)
 CP2232_MARKER: DB = BENCH MARK DISK
 CP2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2232_STAMPING: Q 23 1934
 CP2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2232+STABILITY: SURFACE MOTION
 CP2232
 CP2232  HISTORY     - Date     Condition        Report By
 CP2232  HISTORY     - 1934     MONUMENTED       CGS
 CP2232
 CP2232                          STATION DESCRIPTION
 CP2232
 CP2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CP2232'3.6 MI N FROM WARDVILLE.
 CP2232'3.6 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 CP2232'AT BASTROP, 30.2 FEET SOUTHEAST OF THE THIRD POLE NORTH OF MILEAGE
 CP2232'POLE 550.20, ABOUT 400 FEET NORTH OF A SWITCH FOR A SPUR, 300 FEET
 CP2232'NORTHWEST OF A BRICK KILN, 101.5 FEET NORTHWEST OF THE CENTERLINE OF
 CP2232'THE SPUR TRACK, AT A ROAD CROSSING, 48 FEET EAST OF THE CENTERLINE OF
 CP2232'THE MAIN TRACK, 42 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 3
 CP2232'FEET SOUTH OF A CROSS FENCE.  A STANDARD DISK, STAMPED Q 23 1934 AND
 CP2232'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0003 ***********************************************************************
 BX0003  DESIGNATION -  Q 230
 BX0003  PID         -  BX0003
 BX0003  STATE/COUNTY-  LA/GRANT
 BX0003  USGS QUAD   -  POLLOCK (1985)
 BX0003
 BX0003                         *CURRENT SURVEY CONTROL
 BX0003  ___________________________________________________________________
 BX0003* NAD 83(1986)-  31 31 20.     (N)    092 24 26.     (W)     SCALED    
 BX0003* NAVD 88     -        38.81   (+/-2cm)     127.3    (feet)  VERTCON   
 BX0003  ___________________________________________________________________
 BX0003  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX0003
 BX0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0003
 BX0003.The horizontal coordinates were scaled from a topographic map and have
 BX0003.an estimated accuracy of +/- 6 seconds.
 BX0003
 BX0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0003.The vertical order pertains to the NGVD 29 superseded value.
 BX0003
 BX0003.The geoid height was determined by GEOID03.
 BX0003
 BX0003;                    North         East    Units  Estimated Accuracy
 BX0003;SPC LA N     -   113,340.    1,008,810.      MT  (+/- 180 meters Scaled)
 BX0003
 BX0003                          SUPERSEDED SURVEY CONTROL
 BX0003
 BX0003  NGVD 29 (??/??/??)   38.802  (m)          127.30   (f) ADJUSTED    1 2
 BX0003
 BX0003.Superseded values are not recommended for survey control.
 BX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0003.See file dsdata.txt to determine how the superseded data were derived.
 BX0003
 BX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ562876(NAD 83)
 BX0003_MARKER: DB = BENCH MARK DISK
 BX0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0003_SP_SET: OVERPASS
 BX0003_STAMPING: Q 230 1965
 BX0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0003
 BX0003  HISTORY     - Date     Condition        Report By
 BX0003  HISTORY     - 1965     MONUMENTED       CGS
 BX0003  HISTORY     - 1966     GOOD             CGS
 BX0003
 BX0003                          STATION DESCRIPTION
 BX0003
 BX0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0003'0.25 MI S FROM POLLOCK.
 BX0003'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0003'POLLOCK, IN SECTION 6, T 7 N, R 1 E, 13 FEET WEST OF THE CENTER LINE
 BX0003'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 BX0003'WHEEL GUARD OF THE HIGHWAY OVERPASS OVER THE  MISSOURI PACIFIC
 BX0003'RAILROAD, 5 FEET NORTH OF THE SOUTH END OF THE WHEEL GUARD, AND ABOUT
 BX0003'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2705 ***********************************************************************
 BJ2705  DESIGNATION -  Q 231
 BJ2705  PID         -  BJ2705
 BJ2705  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2705  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ2705
 BJ2705                         *CURRENT SURVEY CONTROL
 BJ2705  ___________________________________________________________________
 BJ2705* NAD 83(1986)-  30 51 52.     (N)    091 47 36.     (W)     SCALED    
 BJ2705* NAVD 88     -        13.15   (+/-2cm)      43.1    (feet)  VERTCON   
 BJ2705  ___________________________________________________________________
 BJ2705  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ2705
 BJ2705  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2705
 BJ2705.The horizontal coordinates were scaled from a topographic map and have
 BJ2705.an estimated accuracy of +/- 6 seconds.
 BJ2705
 BJ2705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2705.The vertical order pertains to the NGVD 29 superseded value.
 BJ2705
 BJ2705.The geoid height was determined by GEOID03.
 BJ2705
 BJ2705;                    North         East    Units  Estimated Accuracy
 BJ2705;SPC LA S     -   262,180.      956,000.      MT  (+/- 180 meters Scaled)
 BJ2705
 BJ2705                          SUPERSEDED SURVEY CONTROL
 BJ2705
 BJ2705  NGVD 29 (??/??/??)   13.136  (m)           43.10   (f) ADJUSTED    1 2
 BJ2705
 BJ2705.Superseded values are not recommended for survey control.
 BJ2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2705.See file dsdata.txt to determine how the superseded data were derived.
 BJ2705
 BJ2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ153152(NAD 83)
 BJ2705_MARKER: DB = BENCH MARK DISK
 BJ2705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2705_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2705_STAMPING: Q 231 1965
 BJ2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2705
 BJ2705  HISTORY     - Date     Condition        Report By
 BJ2705  HISTORY     - 1965     MONUMENTED       CGS
 BJ2705  HISTORY     - 1966     GOOD             CGS
 BJ2705
 BJ2705                          STATION DESCRIPTION
 BJ2705
 BJ2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2705'8.9 MI S FROM SIMMESPORT.
 BJ2705'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2705'SIMMESPORT, THENCE 7.65 MILES SOUTH ALONG STATE ROAD 417, THENCE 0.45
 BJ2705'MILE SOUTH ALONG A GRAVELED ROAD AND A LEVEE, IN SECTION 26, T 2 S, R
 BJ2705'7 E, 18 FEET NORTHEAST OF THE CENTER OF A WOODEN GATE WHICH CROSSES A
 BJ2705'DIRT ROAD, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 145 FEET
 BJ2705'SOUTH EAST OF THE CENTER LINE OF THE LEVEE, 159 FEET EAST OF A
 BJ2705'TELEPHONE POLE, 134 FEET EAST OF BENCH MARK 700+1896 (USE), 10 FEET
 BJ2705'SOUTHEAST OF A FENCE CORNER, 2.4 FEET NORTHWEST OF A FENCE, 1.6 FEET
 BJ2705'SOUTHWEST OF A FENCE, 2.4 FEET NORTHEAST OF A METAL WITNESS POST,
 BJ2705'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE DIRT ROAD, ABOUT 1 1/2 FEET
 BJ2705'BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A 5-INCH,
 BJ2705'CONCRETE FILLED, CAST IRON PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1307 ***********************************************************************
 AU1307  DESIGNATION -  Q 233
 AU1307  PID         -  AU1307
 AU1307  STATE/COUNTY-  LA/TERREBONNE
 AU1307  USGS QUAD   -  MONTEGUT (1994)
 AU1307
 AU1307                         *CURRENT SURVEY CONTROL
 AU1307  ___________________________________________________________________
 AU1307* NAD 83(1992)-  29 24 28.10241(N)    090 36 28.40466(W)     ADJUSTED  
 AU1307* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU1307  **This station is located in a subsidence area (see below).
 AU1307  ___________________________________________________________________
 AU1307  X           -     -58,996.836 (meters)                     COMP
 AU1307  Y           -  -5,560,449.822 (meters)                     COMP
 AU1307  Z           -   3,113,344.592 (meters)                     COMP
 AU1307  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU1307  ELLIP HEIGHT-         -24.19  (meters)          (02/21/02) GPS OBS
 AU1307  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AU1307  DYNAMIC HT  -           0.8   (meters)       3.    (feet)  COMP
 AU1307  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 AU1307
 AU1307  HORZ ORDER  -  FIRST
 AU1307  VERT ORDER  -  THIRD (See Below)
 AU1307  ELLP ORDER  -  FIFTH     CLASS I
 AU1307
 AU1307.The horizontal coordinates were established by GPS observations
 AU1307.and adjusted by the National Geodetic Survey in December 1998..
 AU1307
 AU1307 ** The orthometric height has not been validated since last determined
 AU1307 ** by differential leveling and should not be used for control purposes.
 AU1307 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1307 ** area with valid NAVD 88 orthometric heights.
 AU1307 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1307 ** epoch indicated which incorporates improved geoid heights for the
 AU1307 ** Southern Louisiana Subsidence area.
 AU1307 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1307.The orthometric height was scaled from a topographic map.
 AU1307.The vertical order pertains to the first NAVD 88 superseded value.
 AU1307
 AU1307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1307
 AU1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1307
 AU1307.The ellipsoidal height was determined by GPS observations
 AU1307.and is referenced to NAD 83.
 AU1307
 AU1307.The geoid height was determined by GEOID03.
 AU1307
 AU1307.The dynamic height is computed by dividing the NAVD 88
 AU1307.geopotential number by the normal gravity value computed on the
 AU1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1307.degrees latitude (g = 980.6199 gals.).
 AU1307
 AU1307.The modeled gravity was interpolated from observed gravity values.
 AU1307
 AU1307;                    North         East     Units Scale Factor Converg.
 AU1307;SPC LA S     -   100,849.801 1,070,405.197   MT  0.99997893   +0 21 45.8
 AU1307;SPC LA S     -   330,871.39  3,511,821.05   sFT  0.99997893   +0 21 45.8
 AU1307;UTM  15      - 3,255,548.427   732,106.100   MT  1.00026480   +1 10 30.4
 AU1307
 AU1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1307!SPC LA S     -   1.00000380  x   0.99997893  =   0.99998273
 AU1307!UTM  15      -   1.00000380  x   1.00026480  =   1.00026860
 AU1307
 AU1307                          SUPERSEDED SURVEY CONTROL
 AU1307
 AU1307  ELLIP H (12/17/98)  -24.17   (m)                       GP(       ) 4 2
 AU1307  NAVD 88 (12/17/98)    0.76   (m)            2.5    (f) LEVELING    3  
 AU1307  NGVD 29 (??/??/??)    0.776  (m)            2.55   (f) ADJUSTED    1 2
 AU1307
 AU1307.Superseded values are not recommended for survey control.
 AU1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1307.See file dsdata.txt to determine how the superseded data were derived.
 AU1307
 AU1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3210655548(NAD 83)
 AU1307_MARKER: DB = BENCH MARK DISK
 AU1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1307_SP_SET: CONCRETE POST
 AU1307_STAMPING: Q 233 1965
 AU1307_MARK LOGO: CGS   
 AU1307_PROJECTION: FLUSH
 AU1307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1307+STABILITY: SURFACE MOTION
 AU1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1307+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1307
 AU1307  HISTORY     - Date     Condition        Report By
 AU1307  HISTORY     - 1965     MONUMENTED       CGS
 AU1307  HISTORY     - 1966     GOOD             CGS
 AU1307  HISTORY     - 19930329 GOOD             LADTD
 AU1307  HISTORY     - 19950103 GOOD             MPHI
 AU1307
 AU1307                          STATION DESCRIPTION
 AU1307
 AU1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1307'4.1 MI SE FROM CHAUVIN.
 AU1307'ABOUT 4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH
 AU1307'CHURCH AT CHAUVIN, IN SECTION 19, T 19 S, R 18 E, 37.2 FEET SOUTHEAST
 AU1307'OF THE SOUTHEAST CORNER OF THE L.A. CAUTRAUX RESIDENCE, 52.4 FEET WEST
 AU1307'OF THE CENTER LINE OF THE HIGHWAY, 20 1/2 FEET NORTH OF THE CENTER
 AU1307'LINE OF DUPLANTIS STREET, 19 1/2 FEET SOUTH OF A 30-INCH ELM TREE, 10
 AU1307'1/2 FEET WEST OF A LIGHT POLE, 6 FEET EAST-NORTHEAST OF THE BASE OF A
 AU1307'GUY WIRE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AU1307'THE GROUND.
 AU1307
 AU1307                          STATION RECOVERY (1993)
 AU1307
 AU1307'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1307'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTH-SOUTHEAST OF
 AU1307'HOUMA, 10.75 MI (17.30 KM) NORTH-NORTHEAST OF COCODRIE AND 1.75 MI
 AU1307'(2.82 KM) SOUTHWEST OF CHAUVIN.  OWNERSHIP--MR.  L A GAUTREAUX, 5978
 AU1307'HIGHWAY 56, CHAUVIN, LA.  TO REACH THE STATION FROM THE ST JOSEPH
 AU1307'CHURCH IN CHAUVIN, GO SOUTHWEST FOR 4.0 MI (6.4 KM) ON HIGHWAY 56 TO
 AU1307'THE STATION ON THE RIGHT AT THE JUNCTION OF DUPLANTIS STREET.  THE
 AU1307'STATION IS 52.0 FT (15.8 M) WEST FROM THE CENTER OF THE HIGHWAY, 37.0
 AU1307'FT (11.3 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE GAUTREAUX
 AU1307'RESIDENCE, 18.0 FT (5.5 M) NORTH FROM THE CENTER OF DUPLANTIS STREET,
 AU1307'10.0 FT (3.0 M) NORTH-NORTHWEST FROM A LIGHT POLE, 8.0 FT (2.4 M)
 AU1307'NORTH-NORTHWEST FROM A FIRE HYDRANT, RECESSED 2 INCHES BELOW THE
 AU1307'GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 AU1307
 AU1307                          STATION RECOVERY (1995)
 AU1307
 AU1307'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1307'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2661 ***********************************************************************
 BJ2661  DESIGNATION -  Q 234
 BJ2661  PID         -  BJ2661
 BJ2661  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2661  USGS QUAD   -  MELVILLE (1994)
 BJ2661
 BJ2661                         *CURRENT SURVEY CONTROL
 BJ2661  ___________________________________________________________________
 BJ2661* NAD 83(1986)-  30 38 22.     (N)    091 44 15.     (W)     SCALED    
 BJ2661* NAVD 88     -         8.79   (+/-2cm)      28.8    (feet)  VERTCON   
 BJ2661  ___________________________________________________________________
 BJ2661  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ2661
 BJ2661  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2661
 BJ2661.The horizontal coordinates were scaled from a topographic map and have
 BJ2661.an estimated accuracy of +/- 6 seconds.
 BJ2661
 BJ2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2661.The vertical order pertains to the NGVD 29 superseded value.
 BJ2661
 BJ2661.The geoid height was determined by GEOID03.
 BJ2661
 BJ2661;                    North         East    Units  Estimated Accuracy
 BJ2661;SPC LA S     -   237,220.      961,260.      MT  (+/- 180 meters Scaled)
 BJ2661
 BJ2661                          SUPERSEDED SURVEY CONTROL
 BJ2661
 BJ2661  NGVD 29 (??/??/??)    8.802  (m)           28.88   (f) ADJUSTED    1 2
 BJ2661
 BJ2661.Superseded values are not recommended for survey control.
 BJ2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2661.See file dsdata.txt to determine how the superseded data were derived.
 BJ2661
 BJ2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP209903(NAD 83)
 BJ2661_MARKER: DB = BENCH MARK DISK
 BJ2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2661_STAMPING: Q 234 1966
 BJ2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2661+STABILITY: SURFACE MOTION
 BJ2661
 BJ2661  HISTORY     - Date     Condition        Report By
 BJ2661  HISTORY     - 1966     MONUMENTED       CGS
 BJ2661
 BJ2661                          STATION DESCRIPTION
 BJ2661
 BJ2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2661'4.55 MI SE FROM MELVILLE.
 BJ2661'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2661'STATION AT MELVILLE, THENCE 4.05 MILES SOUTH ALONG A LEVEE AND A
 BJ2661'GRAVELED ROAD, IN SECTION 12, T 5 S, R 7 E, 14 1/2 FEET NORTH OF THE
 BJ2661'CENTER LINE OF A PRIVATE ROAD LEADING EAST, 63 FEET EAST OF THE CENTER
 BJ2661'LINE OF THE GRAVELED ROAD, 44 FEET NORTHEAST OF A POWER POLE, 23 FEET
 BJ2661'WEST OF A 30-INCH CYPRESS TREE, 9.7 FEET NORTHWEST OF THE NORTH POST
 BJ2661'FOR A METAL GATE, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.6 FEET EAST OF A
 BJ2661'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 BJ2661'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1626 ***********************************************************************
 BW1626  DESIGNATION -  Q 236
 BW1626  PID         -  BW1626
 BW1626  STATE/COUNTY-  LA/CATAHOULA
 BW1626  USGS QUAD   -  WALTERS (1995)
 BW1626
 BW1626                         *CURRENT SURVEY CONTROL
 BW1626  ___________________________________________________________________
 BW1626* NAD 83(1986)-  31 34 41.     (N)    091 58 20.     (W)     SCALED    
 BW1626* NAVD 88     -        17.19   (+/-2cm)      56.4    (feet)  VERTCON   
 BW1626  ___________________________________________________________________
 BW1626  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1626
 BW1626  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1626
 BW1626.The horizontal coordinates were scaled from a topographic map and have
 BW1626.an estimated accuracy of +/- 6 seconds.
 BW1626
 BW1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1626.The vertical order pertains to the NGVD 29 superseded value.
 BW1626
 BW1626.The geoid height was determined by GEOID03.
 BW1626
 BW1626;                    North         East    Units  Estimated Accuracy
 BW1626;SPC LA N     -   119,650.    1,050,100.      MT  (+/- 180 meters Scaled)
 BW1626
 BW1626                          SUPERSEDED SURVEY CONTROL
 BW1626
 BW1626  NGVD 29 (??/??/92)   17.179  (m)           56.36   (f) ADJ UNCH    1 2
 BW1626
 BW1626.Superseded values are not recommended for survey control.
 BW1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1626.See file dsdata.txt to determine how the superseded data were derived.
 BW1626
 BW1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ975941(NAD 83)
 BW1626_MARKER: DB = BENCH MARK DISK
 BW1626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1626_SP_SET: CULVERT
 BW1626_STAMPING: Q 236 1966
 BW1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1626
 BW1626  HISTORY     - Date     Condition        Report By
 BW1626  HISTORY     - 1966     MONUMENTED       CGS
 BW1626
 BW1626                          STATION DESCRIPTION
 BW1626
 BW1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1626'10.1 MI W FROM JONESVILLE.
 BW1626'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1626'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1626'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 1.9
 BW1626'MILES WEST ALONG U.S. HIGHWAY 84, IN SECTION 16, R 7 N, R 5 E, ABOUT
 BW1626'0.2 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND OLD U.S. HIGHWAY 84,
 BW1626'39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF
 BW1626'THE TOP OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT, ABOUT
 BW1626'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0767 ***********************************************************************
 BX0767  DESIGNATION -  Q 237
 BX0767  PID         -  BX0767
 BX0767  STATE/COUNTY-  LA/RAPIDES
 BX0767  USGS QUAD   -  ALEXANDRIA (1992)
 BX0767
 BX0767                         *CURRENT SURVEY CONTROL
 BX0767  ___________________________________________________________________
 BX0767* NAD 83(1986)-  31 19 45.     (N)    092 28 57.     (W)     SCALED    
 BX0767* NAVD 88     -        23.834  (meters)      78.20   (feet)  ADJUSTED  
 BX0767  ___________________________________________________________________
 BX0767  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX0767  DYNAMIC HT  -          23.804 (meters)      78.10  (feet)  COMP
 BX0767  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 BX0767
 BX0767  VERT ORDER  -  FIRST     CLASS I
 BX0767
 BX0767.The horizontal coordinates were scaled from a topographic map and have
 BX0767.an estimated accuracy of +/- 6 seconds.
 BX0767
 BX0767.The orthometric height was determined by differential leveling
 BX0767.and adjusted by the National Geodetic Survey in February 1994..
 BX0767
 BX0767.The geoid height was determined by GEOID03.
 BX0767
 BX0767.The dynamic height is computed by dividing the NAVD 88
 BX0767.geopotential number by the normal gravity value computed on the
 BX0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0767.degrees latitude (g = 980.6199 gals.).
 BX0767
 BX0767.The modeled gravity was interpolated from observed gravity values.
 BX0767
 BX0767;                    North         East    Units  Estimated Accuracy
 BX0767;SPC LA N     -    91,940.    1,001,670.      MT  (+/- 180 meters Scaled)
 BX0767
 BX0767                          SUPERSEDED SURVEY CONTROL
 BX0767
 BX0767  NAVD 88 (06/15/91)   23.833  (m)           78.19   (f) UNKNOWN     1 1
 BX0767  NGVD 29 (??/??/??)   23.824  (m)           78.16   (f) ADJUSTED    1 1
 BX0767
 BX0767.Superseded values are not recommended for survey control.
 BX0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0767.See file dsdata.txt to determine how the superseded data were derived.
 BX0767
 BX0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ492661(NAD 83)
 BX0767_MARKER: DB = BENCH MARK DISK
 BX0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0767_STAMPING: Q 237 1966
 BX0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0767+STABILITY: SURFACE MOTION
 BX0767
 BX0767  HISTORY     - Date     Condition        Report By
 BX0767  HISTORY     - 1966     MONUMENTED       CGS
 BX0767  HISTORY     - 1970     GOOD             NGS
 BX0767  HISTORY     - 1977     GOOD             NGS
 BX0767
 BX0767                          STATION DESCRIPTION
 BX0767
 BX0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0767'3.1 MI NW FROM ALEXANDRIA.
 BX0767'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0767'ALEXANDRIA, THENCE 2.65 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0767'RAILROAD, IN SECTION 8, T 4 N, R 1 W, 4 TELEPHONE POLES SOUTHEAST OF
 BX0767'MILEPOST 197, 87 FEET EAST-SOUTHEAST OF THE CENTER OF THE CROSSING OF
 BX0767'A GRAVELED ROAD LEADING TO THE CITY DUMP, 67 FEET NORTHEAST OF THE
 BX0767'NORTHEAST RAIL OF THE MAIN TRACK, 50 FEET SOUTHEAST OF THE CENTER LINE
 BX0767'OF A GRAVELED ROAD, 17 FEET NORTHEAST OF A POWER POLE BEARING A
 BX0767'TRANSFORMER, 18 FEET NORTHEAST OF A FENCE CORNER POST, 2 FEET
 BX0767'NORTHWEST OF A FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 BX0767'ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 3 FEET BELOW THE
 BX0767'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BX0767
 BX0767                          STATION RECOVERY (1970)
 BX0767
 BX0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0767'RECOVERED IN GOOD CONDITION.
 BX0767
 BX0767                          STATION RECOVERY (1977)
 BX0767
 BX0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0804 ***********************************************************************
 BX0804  DESIGNATION -  Q 238
 BX0804  PID         -  BX0804
 BX0804  STATE/COUNTY-  LA/AVOYELLES
 BX0804  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0804
 BX0804                         *CURRENT SURVEY CONTROL
 BX0804  ___________________________________________________________________
 BX0804* NAD 83(1986)-  31 07 39.     (N)    092 03 54.     (W)     SCALED    
 BX0804* NAVD 88     -        25.011  (meters)      82.06   (feet)  ADJUSTED  
 BX0804  ___________________________________________________________________
 BX0804  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX0804  DYNAMIC HT  -          24.979 (meters)      81.95  (feet)  COMP
 BX0804  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 BX0804
 BX0804  VERT ORDER  -  FIRST     CLASS I
 BX0804
 BX0804.The horizontal coordinates were scaled from a topographic map and have
 BX0804.an estimated accuracy of +/- 6 seconds.
 BX0804
 BX0804.The orthometric height was determined by differential leveling
 BX0804.and adjusted by the National Geodetic Survey in February 1994..
 BX0804
 BX0804.The geoid height was determined by GEOID03.
 BX0804
 BX0804.The dynamic height is computed by dividing the NAVD 88
 BX0804.geopotential number by the normal gravity value computed on the
 BX0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0804.degrees latitude (g = 980.6199 gals.).
 BX0804
 BX0804.The modeled gravity was interpolated from observed gravity values.
 BX0804
 BX0804;                    North         East    Units  Estimated Accuracy
 BX0804;SPC LA N     -    69,660.    1,041,490.      MT  (+/- 180 meters Scaled)
 BX0804
 BX0804                          SUPERSEDED SURVEY CONTROL
 BX0804
 BX0804  NAVD 88 (06/15/91)   25.025  (m)           82.10   (f) UNKNOWN     1 1
 BX0804  NGVD 29 (??/??/??)   24.982  (m)           81.96   (f) ADJUSTED    1 1
 BX0804
 BX0804.Superseded values are not recommended for survey control.
 BX0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0804.See file dsdata.txt to determine how the superseded data were derived.
 BX0804
 BX0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ891441(NAD 83)
 BX0804_MARKER: DB = BENCH MARK DISK
 BX0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0804_STAMPING: Q 238 1966
 BX0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0804+STABILITY: SURFACE MOTION
 BX0804
 BX0804  HISTORY     - Date     Condition        Report By
 BX0804  HISTORY     - 1966     MONUMENTED       CGS
 BX0804  HISTORY     - 1977     GOOD             NGS
 BX0804
 BX0804                          STATION DESCRIPTION
 BX0804
 BX0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0804'IN MARKSVILLE.
 BX0804'AT MARKSVILLE, NEAR THE NORTH CORNER OF THE COURTHOUSE YARD, 54 FEET
 BX0804'SOUTHWEST OF THE CENTER LINE OF EAST ODGDEN STREET, 7 FEET SOUTHEAST
 BX0804'OF THE SOUTHEAST CURB OF NORTH MAIN STREET, 32 1/2 FEET SOUTHWEST OF A
 BX0804'FIRE HYDRANT, 29 FEET SOUTHWEST OF A 26-INCH OAK TREE, 28 FEET
 BX0804'NORTHEAST OF A 26-INCH OAK TREE, 1 FOOT SOUTHEAST OF THE SOUTHEAST
 BX0804'EDGE OF A SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF MAIN STREET, AND
 BX0804'SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH BELOW THE GROUND.
 BX0804
 BX0804                          STATION RECOVERY (1977)
 BX0804
 BX0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0916 ***********************************************************************
 BX0916  DESIGNATION -  Q 239
 BX0916  PID         -  BX0916
 BX0916  STATE/COUNTY-  LA/RAPIDES
 BX0916  USGS QUAD   -  ALEXANDRIA (1992)
 BX0916
 BX0916                         *CURRENT SURVEY CONTROL
 BX0916  ___________________________________________________________________
 BX0916* NAD 83(1986)-  31 18 10.     (N)    092 26 50.     (W)     SCALED    
 BX0916* NAVD 88     -        23.918  (meters)      78.47   (feet)  ADJUSTED  
 BX0916  ___________________________________________________________________
 BX0916  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX0916  DYNAMIC HT  -          23.888 (meters)      78.37  (feet)  COMP
 BX0916  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 BX0916
 BX0916  VERT ORDER  -  FIRST     CLASS I
 BX0916
 BX0916.The horizontal coordinates were scaled from a topographic map and have
 BX0916.an estimated accuracy of +/- 6 seconds.
 BX0916
 BX0916.The orthometric height was determined by differential leveling
 BX0916.and adjusted by the National Geodetic Survey in February 1994..
 BX0916
 BX0916.The geoid height was determined by GEOID03.
 BX0916
 BX0916.The dynamic height is computed by dividing the NAVD 88
 BX0916.geopotential number by the normal gravity value computed on the
 BX0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0916.degrees latitude (g = 980.6199 gals.).
 BX0916
 BX0916.The modeled gravity was interpolated from observed gravity values.
 BX0916
 BX0916;                    North         East    Units  Estimated Accuracy
 BX0916;SPC LA N     -    89,010.    1,005,020.      MT  (+/- 180 meters Scaled)
 BX0916
 BX0916                          SUPERSEDED SURVEY CONTROL
 BX0916
 BX0916  NAVD 88 (06/15/91)   23.917  (m)           78.47   (f) UNKNOWN     1 1
 BX0916  NGVD 29 (??/??/??)   23.905  (m)           78.43   (f) ADJUSTED    1 1
 BX0916
 BX0916.Superseded values are not recommended for survey control.
 BX0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0916.See file dsdata.txt to determine how the superseded data were derived.
 BX0916
 BX0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ526632(NAD 83)
 BX0916_MARKER: DB = BENCH MARK DISK
 BX0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0916_SP_SET: ABUTMENT
 BX0916_STAMPING: Q 239 1966
 BX0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0916
 BX0916  HISTORY     - Date     Condition        Report By
 BX0916  HISTORY     - 1966     MONUMENTED       CGS
 BX0916  HISTORY     - 1970     GOOD             NGS
 BX0916  HISTORY     - 1977     GOOD             NGS
 BX0916
 BX0916                          STATION DESCRIPTION
 BX0916
 BX0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0916'0.75 MI SE FROM ALEXANDRIA.
 BX0916'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0916'ALEXANDRIA, THENCE 0.3 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0916'RAILROAD, ABOUT 0.5 MILE SOUTHEAST OF THE RAILROAD STATION, 5
 BX0916'TELEPHONE POLES NORTH OF MILEPOST 174, 66 FEET WEST OF THE WEST RAIL
 BX0916'OF THE MAIN TRACK, 32 1/2 FEET SOUTHWEST OF TELEPHONE POLE NUMBER U 1
 BX0916'S J, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK, SET
 BX0916'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 BX0916'THE FULTON STREET UNDERPASS, AND ABOUT LEVEL WITH THE TRACK.
 BX0916
 BX0916                          STATION RECOVERY (1970)
 BX0916
 BX0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0916'RECOVERED IN GOOD CONDITION.
 BX0916
 BX0916                          STATION RECOVERY (1977)
 BX0916
 BX0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1030 ***********************************************************************
 CP1030  DESIGNATION -  Q 24
 CP1030  PID         -  CP1030
 CP1030  STATE/COUNTY-  LA/RICHLAND
 CP1030  USGS QUAD   -  EPPS (1986)
 CP1030
 CP1030                         *CURRENT SURVEY CONTROL
 CP1030  ___________________________________________________________________
 CP1030* NAD 83(1986)-  32 33 05.     (N)    091 29 46.     (W)     SCALED    
 CP1030* NAVD 88     -        28.550  (meters)      93.67   (feet)  ADJUSTED  
 CP1030  ___________________________________________________________________
 CP1030  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP1030  DYNAMIC HT  -          28.519 (meters)      93.57  (feet)  COMP
 CP1030  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 CP1030
 CP1030  VERT ORDER  -  SECOND    CLASS 0
 CP1030
 CP1030.The horizontal coordinates were scaled from a topographic map and have
 CP1030.an estimated accuracy of +/- 6 seconds.
 CP1030
 CP1030.The orthometric height was determined by differential leveling
 CP1030.and adjusted by the National Geodetic Survey in June 1991..
 CP1030
 CP1030.The geoid height was determined by GEOID03.
 CP1030
 CP1030.The dynamic height is computed by dividing the NAVD 88
 CP1030.geopotential number by the normal gravity value computed on the
 CP1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1030.degrees latitude (g = 980.6199 gals.).
 CP1030
 CP1030.The modeled gravity was interpolated from observed gravity values.
 CP1030
 CP1030;                    North         East    Units  Estimated Accuracy
 CP1030;SPC LA N     -   227,890.    1,094,290.      MT  (+/- 180 meters Scaled)
 CP1030
 CP1030                          SUPERSEDED SURVEY CONTROL
 CP1030
 CP1030  NGVD 29 (??/??/92)   28.610  (m)           93.86   (f) ADJ UNCH    2 0
 CP1030
 CP1030.Superseded values are not recommended for survey control.
 CP1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1030.See file dsdata.txt to determine how the superseded data were derived.
 CP1030
 CP1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS412025(NAD 83)
 CP1030_MARKER: DB = BENCH MARK DISK
 CP1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1030_STAMPING: Q-24 1935
 CP1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1030+STABILITY: SURFACE MOTION
 CP1030
 CP1030  HISTORY     - Date     Condition        Report By
 CP1030  HISTORY     - 1935     MONUMENTED       CGS
 CP1030
 CP1030                          STATION DESCRIPTION
 CP1030
 CP1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1030'1.5 MI N FROM WARDEN.
 CP1030'1.5 MILES NORTH OF, ALONG M.P. RY., FROM SIDING MARKER WARDEN.  AT
 CP1030'CROSSING OF ST. HWY. 16. 162 FEET SOUTHEAST OF M.P. 487-20. 48.3 FT.
 CP1030'EAST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK. 43.5 FEET SOUTHWEST
 CP1030'OF CENTERLINE OF ST. HWY. 16. 12.5 FEET SOUTHEAST OF RED MARKER OF
 CP1030'UNITED GAS PIPE LINE.  4.2 FEET SOUTHWEST OF NORTHWEST FENCE CORNER.
 CP1030'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0461 ***********************************************************************
 CQ0461  DESIGNATION -  Q 241
 CQ0461  PID         -  CQ0461
 CQ0461  STATE/COUNTY-  LA/OUACHITA
 CQ0461  USGS QUAD   -  BOSCO (1982)
 CQ0461
 CQ0461                         *CURRENT SURVEY CONTROL
 CQ0461  ___________________________________________________________________
 CQ0461* NAD 83(1986)-  32 20 42.     (N)    092 05 55.     (W)     SCALED    
 CQ0461* NAVD 88     -        22.16   (+/-2cm)      72.7    (feet)  VERTCON   
 CQ0461  ___________________________________________________________________
 CQ0461  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0461
 CQ0461  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0461
 CQ0461.The horizontal coordinates were scaled from a topographic map and have
 CQ0461.an estimated accuracy of +/- 6 seconds.
 CQ0461
 CQ0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0461.The vertical order pertains to the NGVD 29 superseded value.
 CQ0461
 CQ0461.The geoid height was determined by GEOID03.
 CQ0461
 CQ0461;                    North         East    Units  Estimated Accuracy
 CQ0461;SPC LA N     -   204,640.    1,037,780.      MT  (+/- 180 meters Scaled)
 CQ0461
 CQ0461                          SUPERSEDED SURVEY CONTROL
 CQ0461
 CQ0461  NGVD 29 (??/??/??)   22.198  (m)           72.83   (f) ADJUSTED    1 2
 CQ0461
 CQ0461.Superseded values are not recommended for survey control.
 CQ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0461.See file dsdata.txt to determine how the superseded data were derived.
 CQ0461
 CQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR848790(NAD 83)
 CQ0461_MARKER: DB = BENCH MARK DISK
 CQ0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0461_SP_SET: 61 FEET
 CQ0461_STAMPING: Q 241 1966
 CQ0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0461
 CQ0461  HISTORY     - Date     Condition        Report By
 CQ0461  HISTORY     - 1966     MONUMENTED       CGS
 CQ0461  HISTORY     - 1990     GOOD             USPSQD
 CQ0461  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0461
 CQ0461                          STATION DESCRIPTION
 CQ0461
 CQ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0461'4.1 MI N FROM BOSCO.
 CQ0461'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0461'BOSCO, IN SECTION 30, T 16 N, R 4 E, ABOUT 0.6 MILE SOUTHEAST OF THE
 CQ0461'JUNCTION OF THE HIGHWAY AND STATE ROAD 841, ABOUT 72 YARDS NORTHWEST
 CQ0461'OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTHWEST, 62 FEET
 CQ0461'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26 1/2 FEET SOUTHWEST OF
 CQ0461'THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 2 FEET NORTHEAST
 CQ0461'OF A COMBINATION POWER AND TELEPHONE POLE, 1.0 FOOT NORTHWEST OF A
 CQ0461'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 3 FEET BELOW
 CQ0461'THE LEVEL OF THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 CQ0461'ROD THAT IS DRIVEN TO A DEPTH OF 61 FEET AND IS ENCASED IN A 5-INCH
 CQ0461'CAST IRON PIPE WHICH PROJECTS 8 INCHES.
 CQ0461
 CQ0461                          STATION RECOVERY (1990)
 CQ0461
 CQ0461'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0461'RECOVERED IN GOOD CONDITION.
 CQ0461
 CQ0461                          STATION RECOVERY (1991)
 CQ0461
 CQ0461'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1783 ***********************************************************************
 CP1783  DESIGNATION -  Q 242
 CP1783  PID         -  CP1783
 CP1783  STATE/COUNTY-  LA/OUACHITA
 CP1783  USGS QUAD   -  CREW LAKE (1982)
 CP1783
 CP1783                         *CURRENT SURVEY CONTROL
 CP1783  ___________________________________________________________________
 CP1783* NAD 83(1986)-  32 29 28.     (N)    091 56 12.     (W)     SCALED    
 CP1783* NAVD 88     -        20.428  (meters)      67.02   (feet)  ADJUSTED  
 CP1783  ___________________________________________________________________
 CP1783  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CP1783  DYNAMIC HT  -          20.405 (meters)      66.95  (feet)  COMP
 CP1783  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CP1783
 CP1783  VERT ORDER  -  FIRST     CLASS I
 CP1783
 CP1783.The horizontal coordinates were scaled from a topographic map and have
 CP1783.an estimated accuracy of +/- 6 seconds.
 CP1783
 CP1783.The orthometric height was determined by differential leveling
 CP1783.and adjusted by the National Geodetic Survey in June 1991..
 CP1783
 CP1783.The geoid height was determined by GEOID03.
 CP1783
 CP1783.The dynamic height is computed by dividing the NAVD 88
 CP1783.geopotential number by the normal gravity value computed on the
 CP1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1783.degrees latitude (g = 980.6199 gals.).
 CP1783
 CP1783.The modeled gravity was interpolated from observed gravity values.
 CP1783
 CP1783;                    North         East    Units  Estimated Accuracy
 CP1783;SPC LA N     -   220,910.    1,052,940.      MT  (+/- 180 meters Scaled)
 CP1783
 CP1783                          SUPERSEDED SURVEY CONTROL
 CP1783
 CP1783  NGVD 29 (??/??/??)   20.466  (m)           67.15   (f) ADJUSTED    1 1
 CP1783
 CP1783.Superseded values are not recommended for survey control.
 CP1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1783.See file dsdata.txt to determine how the superseded data were derived.
 CP1783
 CP1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR999953(NAD 83)
 CP1783_MARKER: DB = BENCH MARK DISK
 CP1783_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CP1783+WITH SETTING: INTO GROUND
 CP1783_STAMPING: Q 242 1966
 CP1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1783+STABILITY: SURFACE MOTION
 CP1783
 CP1783  HISTORY     - Date     Condition        Report By
 CP1783  HISTORY     - 1966     MONUMENTED       CGS
 CP1783  HISTORY     - 1969     GOOD             NGS
 CP1783  HISTORY     - 1978     MARK NOT FOUND   USGS
 CP1783  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CP1783
 CP1783                          STATION DESCRIPTION
 CP1783
 CP1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1783'10.1 MI E FROM MONROE.
 CP1783'10.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1783'AT MONROE, IN SECTION 2, T 17 N, R 5 E, ABOUT MIDWAY BETWEEN 2 WOODEN
 CP1783'TRESTLES, 9 POLES WEST OF MILPOST 61, 34 FEET SOUTH OF THE SOUTH RAIL,
 CP1783'5 1/2 FEET WEST OF TELEGRAPH POLE NUMBER 7700, 1.6 FEET EAST OF A
 CP1783'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A DISK
 CP1783'WELDED ON THE TOP OF A 3-INCH IRON PIPE THAT IS 4 1/2 FEET LONG AND
 CP1783'PROJECTS 6 INCHES ABOVE THE GROUND.  NOTE-- THIS BENCH MARK CAN ALSO
 CP1783'BE REACHED BY GOING 10.3 MILES WEST ALONG THE ILLINOIS CENTRAL
 CP1783'RAILROAD FROM THE COURTHOUSE AT RAYVILLE.
 CP1783
 CP1783                          STATION RECOVERY (1969)
 CP1783
 CP1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1783'RECOVERED IN GOOD CONDITION.
 CP1783
 CP1783                          STATION RECOVERY (1978)
 CP1783
 CP1783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CP1783'MARK NOT FOUND.
 CP1783
 CP1783                          STATION RECOVERY (1997)
 CP1783
 CP1783'RECOVERY NOTE BY US POWER SQUADRON 1997
 CP1783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1878 ***********************************************************************
 CP1878  DESIGNATION -  Q 243
 CP1878  PID         -  CP1878
 CP1878  STATE/COUNTY-  LA/FRANKLIN
 CP1878  USGS QUAD   -  FT NECESSITY (1983)
 CP1878
 CP1878                         *CURRENT SURVEY CONTROL
 CP1878  ___________________________________________________________________
 CP1878* NAD 83(1986)-  32 02 54.     (N)    091 47 59.     (W)     SCALED    
 CP1878* NAVD 88     -        19.85   (+/-2cm)      65.1    (feet)  VERTCON   
 CP1878  ___________________________________________________________________
 CP1878  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP1878
 CP1878  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1878
 CP1878.The horizontal coordinates were scaled from a topographic map and have
 CP1878.an estimated accuracy of +/- 6 seconds.
 CP1878
 CP1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1878.The vertical order pertains to the NGVD 29 superseded value.
 CP1878
 CP1878.The geoid height was determined by GEOID03.
 CP1878
 CP1878;                    North         East    Units  Estimated Accuracy
 CP1878;SPC LA N     -   171,890.    1,066,130.      MT  (+/- 180 meters Scaled)
 CP1878
 CP1878                          SUPERSEDED SURVEY CONTROL
 CP1878
 CP1878  NGVD 29 (??/??/92)   19.864  (m)           65.17   (f) ADJ UNCH    1 2
 CP1878
 CP1878.Superseded values are not recommended for survey control.
 CP1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1878.See file dsdata.txt to determine how the superseded data were derived.
 CP1878
 CP1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR133464(NAD 83)
 CP1878_MARKER: DB = BENCH MARK DISK
 CP1878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1878_SP_SET: HEADWALL
 CP1878_STAMPING: Q 243 1966
 CP1878_MARK LOGO: CGS   
 CP1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1878+STABILITY: SURFACE MOTION
 CP1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1878+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1987
 CP1878
 CP1878  HISTORY     - Date     Condition        Report By
 CP1878  HISTORY     - UNK      MONUMENTED       CGS
 CP1878  HISTORY     - 1969     GOOD             LADTD
 CP1878  HISTORY     - 19871105 GOOD             LADTD
 CP1878
 CP1878                          STATION DESCRIPTION
 CP1878
 CP1878'DESCRIBED BY LA TRANSP AND DEV 1969
 CP1878'1.0 MI E FROM FT NECESSITY.
 CP1878'ABOUT 1.0 MILE EAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST OFFICE IN
 CP1878'FT. NECESSITY.  THENCE EAST ALONG LOUISIANA HIGHWAY 4, 1.0 MILE TO THE
 CP1878'MARK.  IT IS 17.0 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 4,
 CP1878'94.0 FEET NORTHWEST OF A POWER POLE, 236.0 FEET WEST OF A GRAVEL
 CP1878'DRIVEWAY.  SET IN THE EAST END OF THE TOP OF THE SOUTH HEADWALL OF A
 CP1878'FOUR CHANNEL CONCRETE CULVERT.
 CP1878
 CP1878                          STATION RECOVERY (1987)
 CP1878
 CP1878'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1878'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF FORT NECESSITY,
 CP1878'IN SECTION 6, T 12 N, R 7 E, ABOUT 0.2 KM (0.10 MI) WEST OF THE
 CP1878'JUNCTION OF STATE HIGHWAYS 4 AND 128.  OWNERSHIP--LOUISIANA DEPARTMENT
 CP1878'OF TRANSPORTATION AND DEVELOPMENT.
 CP1878'TO REACH THE STATION FROM THE POST OFFICE IN FORT NECESSITY GO EAST
 CP1878'FOR 1.6 KM (1.00 MI) ON HIGHWAY 4 TO THE MARK SET IN THE TOP OF THE
 CP1878'EAST END OF THE SOUTH CONCRETE HEADWALL OF A 4-CHANNELED CONCRETE
 CP1878'CULVERT,  5.2 M (17.1 FT) SOUTH FROM THE CENTER OF THE HIGHWAY
 CP1878'AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1957 ***********************************************************************
 CP1957  DESIGNATION -  Q 244
 CP1957  PID         -  CP1957
 CP1957  STATE/COUNTY-  LA/FRANKLIN
 CP1957  USGS QUAD   -  LAMAR (1987)
 CP1957
 CP1957                         *CURRENT SURVEY CONTROL
 CP1957  ___________________________________________________________________
 CP1957* NAD 83(1986)-  32 18 06.     (N)    091 32 39.     (W)     SCALED    
 CP1957* NAVD 88     -        27.39   (+/-2cm)      89.9    (feet)  VERTCON   
 CP1957  ___________________________________________________________________
 CP1957  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1957
 CP1957  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1957
 CP1957.The horizontal coordinates were scaled from a topographic map and have
 CP1957.an estimated accuracy of +/- 6 seconds.
 CP1957
 CP1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1957.The vertical order pertains to the NGVD 29 superseded value.
 CP1957
 CP1957.The geoid height was determined by GEOID03.
 CP1957
 CP1957;                    North         East    Units  Estimated Accuracy
 CP1957;SPC LA N     -   200,160.    1,090,020.      MT  (+/- 180 meters Scaled)
 CP1957
 CP1957                          SUPERSEDED SURVEY CONTROL
 CP1957
 CP1957  NGVD 29 (??/??/92)   27.401  (m)           89.90   (f) ADJ UNCH    1 2
 CP1957
 CP1957.Superseded values are not recommended for survey control.
 CP1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1957.See file dsdata.txt to determine how the superseded data were derived.
 CP1957
 CP1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR370748(NAD 83)
 CP1957_MARKER: DB = BENCH MARK DISK
 CP1957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1957_SP_SET: CULVERT
 CP1957_STAMPING: Q 244 1966
 CP1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1957
 CP1957  HISTORY     - Date     Condition        Report By
 CP1957  HISTORY     - 1966     MONUMENTED       CGS
 CP1957
 CP1957                          STATION DESCRIPTION
 CP1957
 CP1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1957'5.1 MI NE FROM CROWVILLE.
 CP1957'ABOUT 5.1 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1957'AT CROWVILLE, IN SECTION 9, T 15 N, R 9 E, ABOUT 0.1 MILE EAST OF THE
 CP1957'WAVERLY CHURCH, AT THE INTERSECTION OF STATE HIGHWAY 860, 50 FEET WEST
 CP1957'OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTER LINE OF
 CP1957'STATE HIGHWAY 860, SET IN THE TOP OF THE WEST END OF THE SOUTH
 CP1957'CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER STATE HIGHWAY 860, AND
 CP1957'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2342 ***********************************************************************
 CP2342  DESIGNATION -  Q 244 RESET 1981
 CP2342  PID         -  CP2342
 CP2342  STATE/COUNTY-  LA/FRANKLIN
 CP2342  USGS QUAD   -  LAMAR (1987)
 CP2342
 CP2342                         *CURRENT SURVEY CONTROL
 CP2342  ___________________________________________________________________
 CP2342* NAD 83(1986)-  32 18 06.     (N)    091 32 39.     (W)     SCALED    
 CP2342* NAVD 88     -        27.50   (+/-2cm)      90.2    (feet)  VERTCON   
 CP2342  ___________________________________________________________________
 CP2342  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2342
 CP2342  VERT ORDER  -  THIRD (See Below)
 CP2342
 CP2342.The horizontal coordinates were scaled from a topographic map and have
 CP2342.an estimated accuracy of +/- 6 seconds.
 CP2342
 CP2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2342.The vertical order pertains to the NGVD 29 superseded value.
 CP2342
 CP2342.The geoid height was determined by GEOID03.
 CP2342
 CP2342;                    North         East    Units  Estimated Accuracy
 CP2342;SPC LA N     -   200,160.    1,090,020.      MT  (+/- 180 meters Scaled)
 CP2342
 CP2342                          SUPERSEDED SURVEY CONTROL
 CP2342
 CP2342  NGVD 29 (09/18/05)   27.52   (m)           90.3    (f) RESET       3  
 CP2342
 CP2342.Superseded values are not recommended for survey control.
 CP2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2342.See file dsdata.txt to determine how the superseded data were derived.
 CP2342
 CP2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR370748(NAD 83)
 CP2342_MARKER: DB = BENCH MARK DISK
 CP2342_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CP2342+WITH SETTING: PAVEMENT
 CP2342_SP_SET: FOUNDATION
 CP2342_STAMPING: Q 244 RESET 1981
 CP2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2342+STABILITY: SURFACE MOTION
 CP2342
 CP2342  HISTORY     - Date     Condition        Report By
 CP2342  HISTORY     - 1981     MONUMENTED       LADTD
 CP2342  HISTORY     - 1991     GOOD             USPSQD
 CP2342
 CP2342                          STATION DESCRIPTION
 CP2342
 CP2342'DESCRIBED BY LA TRANSP AND DEV 1981
 CP2342'8.2 KM (5.1 MI) NE FROM CROWVILLE.
 CP2342'8.2 KM (5.1 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP2342'IN CROWVILLE, AT THE INTERSECTION OF STATE HIGHWAY 860, IN THE
 CP2342'CONCRETE FOUNDATION FOR THE SOUTHEAST LEG OF THE NORTH FRANKLIN
 CP2342'PARISH WATER DISTRICT WATER TANK, 75.6 METERS (248.0 FT) WEST OF
 CP2342'THE CENTER OF STATE HIGHWAY 17, 17.7 METERS (58.5 FT) NORTH OF THE
 CP2342'CENTER OF STATE HIGHWAY 860, 12.5 METERS (41.0 FT) EAST-NORTHEAST
 CP2342'OF A FENCE CORNER ON CHAIN-LINK FENCE ENCLOSURE AROUND WATER TANK,
 CP2342'6.3 METERS (20.5 FT) NORTHWEST OF THE SOUTHEAST CORNER OF
 CP2342'THE SAME FENCE, AND 6.1 METERS (2.0 FT) SOUTHEAST OF A 20-INCH
 CP2342'STAND PIPE ON THE CENTER OF THE WATER TANK.
 CP2342'THE MARK IS 1.0 FT ABOVE HIGHWAY.
 CP2342
 CP2342                          STATION RECOVERY (1991)
 CP2342
 CP2342'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1722 ***********************************************************************
 CP1722  DESIGNATION -  Q 245
 CP1722  PID         -  CP1722
 CP1722  STATE/COUNTY-  LA/RICHLAND
 CP1722  USGS QUAD   -  DUNN (1987)
 CP1722
 CP1722                         *CURRENT SURVEY CONTROL
 CP1722  ___________________________________________________________________
 CP1722* NAD 83(1986)-  32 27 29.     (N)    091 30 24.     (W)     SCALED    
 CP1722* NAVD 88     -        29.338  (meters)      96.25   (feet)  ADJUSTED  
 CP1722  ___________________________________________________________________
 CP1722  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP1722  DYNAMIC HT  -          29.305 (meters)      96.14  (feet)  COMP
 CP1722  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 CP1722
 CP1722  VERT ORDER  -  FIRST     CLASS I
 CP1722
 CP1722.The horizontal coordinates were scaled from a topographic map and have
 CP1722.an estimated accuracy of +/- 6 seconds.
 CP1722
 CP1722.The orthometric height was determined by differential leveling
 CP1722.and adjusted by the National Geodetic Survey in June 1991..
 CP1722
 CP1722.The geoid height was determined by GEOID03.
 CP1722
 CP1722.The dynamic height is computed by dividing the NAVD 88
 CP1722.geopotential number by the normal gravity value computed on the
 CP1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1722.degrees latitude (g = 980.6199 gals.).
 CP1722
 CP1722.The modeled gravity was interpolated from observed gravity values.
 CP1722
 CP1722;                    North         East    Units  Estimated Accuracy
 CP1722;SPC LA N     -   217,530.    1,093,390.      MT  (+/- 180 meters Scaled)
 CP1722
 CP1722                          SUPERSEDED SURVEY CONTROL
 CP1722
 CP1722  NGVD 29 (06/11/92)   29.357  (m)           96.32   (f) ADJUSTED    1 1
 CP1722
 CP1722.Superseded values are not recommended for survey control.
 CP1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1722.See file dsdata.txt to determine how the superseded data were derived.
 CP1722
 CP1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR403921(NAD 83)
 CP1722_MARKER: DB = BENCH MARK DISK
 CP1722_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1722_SP_SET: 80 FT.
 CP1722_STAMPING: Q 245 1966
 CP1722_MARK LOGO: CGS   
 CP1722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1722
 CP1722  HISTORY     - Date     Condition        Report By
 CP1722  HISTORY     - 1966     MONUMENTED       CGS
 CP1722  HISTORY     - 1968     GOOD             NGS
 CP1722  HISTORY     - 1982     GOOD             LADTD
 CP1722
 CP1722                          STATION DESCRIPTION
 CP1722
 CP1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1722'0.75 MI W FROM DELHI.
 CP1722'0.75 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1722'DELHI, IN SECTION 13, T 17 N, R 9 E, ABOUT 3 POLES WEST OF MILEPOST
 CP1722'36, 38 FEET NORTH OF THE NORTH RAIL, 60 FEET SOUTH OF THE CENTER LINE
 CP1722'OF U.S. HIGHWAY 80, 4 1/2 FEET EAST OF A TELEGRAPH POLE, 0.6 FOOT
 CP1722'SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 CP1722'TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP
 CP1722'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 80 FEET
 CP1722'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 CP1722
 CP1722                          STATION RECOVERY (1968)
 CP1722
 CP1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1722'RECOVERED IN GOOD CONDITION.
 CP1722
 CP1722                          STATION RECOVERY (1982)
 CP1722
 CP1722'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1435 ***********************************************************************
 BW1435  DESIGNATION -  Q 246
 BW1435  PID         -  BW1435
 BW1435  STATE/COUNTY-  LA/CATAHOULA
 BW1435  USGS QUAD   -  WISNER (1983)
 BW1435
 BW1435                         *CURRENT SURVEY CONTROL
 BW1435  ___________________________________________________________________
 BW1435* NAD 83(1986)-  31 54 11.     (N)    091 39 41.     (W)     SCALED    
 BW1435* NAVD 88     -        22.15   (+/-2cm)      72.7    (feet)  VERTCON   
 BW1435  ___________________________________________________________________
 BW1435  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1435
 BW1435  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1435
 BW1435.The horizontal coordinates were scaled from a topographic map and have
 BW1435.an estimated accuracy of +/- 6 seconds.
 BW1435
 BW1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1435.The vertical order pertains to the NGVD 29 superseded value.
 BW1435
 BW1435.The geoid height was determined by GEOID03.
 BW1435
 BW1435;                    North         East    Units  Estimated Accuracy
 BW1435;SPC LA N     -   155,870.    1,079,320.      MT  (+/- 180 meters Scaled)
 BW1435
 BW1435                          SUPERSEDED SURVEY CONTROL
 BW1435
 BW1435  NGVD 29 (??/??/92)   22.158  (m)           72.70   (f) ADJ UNCH    1 2
 BW1435
 BW1435.Superseded values are not recommended for survey control.
 BW1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1435.See file dsdata.txt to determine how the superseded data were derived.
 BW1435
 BW1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR265304(NAD 83)
 BW1435_MARKER: DB = BENCH MARK DISK
 BW1435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1435_SP_SET: 56 FT.
 BW1435_STAMPING: Q 246 1966
 BW1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1435
 BW1435  HISTORY     - Date     Condition        Report By
 BW1435  HISTORY     - 1966     MONUMENTED       CGS
 BW1435
 BW1435                          STATION DESCRIPTION
 BW1435
 BW1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1435'5.2 MI S FROM WISNER.
 BW1435'ABOUT 5.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE MISSOURI PACIFIC
 BW1435'RAILROAD STATION AT WISNER, OR ABOUT 3.95 MILES NORTH ALONG THE
 BW1435'MISSOURI PACIFIC RAILROAD AND STATE HIGHWAY 15 FROM THE STATION AT
 BW1435'SICILY ISLAND, IN SECTION 28, T 11 N, R 8 E, 50 FEET WEST OF THE
 BW1435'CENTER LINE OF THE HIGHWAY, 29 FEET EAST OF THE EAST RAIL OF THE
 BW1435'MISSOURI PACIFIC RAILROAD, 20 FEET NORTHWEST OF THE FOURTH POLE NORTH
 BW1435'OF MILEPOST 619-20, 0.6 FOOT EAST OF A METAL WITNESS POST, ABOUT 1
 BW1435'FOOT BELOW THE LEVEL OF THE TRACK AND THE HIGHWAY, A DISK ON THE TOP
 BW1435'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET
 BW1435'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8245 ***********************************************************************
 AC8245  DESIGNATION -  Q 247 RESET
 AC8245  PID         -  AC8245
 AC8245  STATE/COUNTY-  LA/FRANKLIN
 AC8245  USGS QUAD   -  GILBERT (1983)
 AC8245
 AC8245                         *CURRENT SURVEY CONTROL
 AC8245  ___________________________________________________________________
 AC8245* NAD 83(1986)-  32 03 34.     (N)    091 40 10.     (W)     SCALED    
 AC8245* NAVD 88     -        22.14   (+/-2cm)      72.6    (feet)  VERTCON   
 AC8245  ___________________________________________________________________
 AC8245  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AC8245
 AC8245  VERT ORDER  -  THIRD (See Below)
 AC8245
 AC8245.The horizontal coordinates were scaled from a topographic map and have
 AC8245.an estimated accuracy of +/- 6 seconds.
 AC8245
 AC8245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8245.The vertical order pertains to the NGVD 29 superseded value.
 AC8245
 AC8245.The geoid height was determined by GEOID03.
 AC8245
 AC8245;                    North         East    Units  Estimated Accuracy
 AC8245;SPC LA N     -   173,200.    1,078,420.      MT  (+/- 180 meters Scaled)
 AC8245
 AC8245                          SUPERSEDED SURVEY CONTROL
 AC8245
 AC8245  NGVD 29 (09/18/05)   22.15   (m)           72.7    (f) RESET       3  
 AC8245
 AC8245.Superseded values are not recommended for survey control.
 AC8245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8245.See file dsdata.txt to determine how the superseded data were derived.
 AC8245
 AC8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR256477(NAD 83)
 AC8245_MARKER: DV = VERTICAL CONTROL DISK
 AC8245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8245_STAMPING: Q 247 RESET 1992
 AC8245_MARK LOGO: NGS   
 AC8245_PROJECTION: FLUSH
 AC8245_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8245+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC8245_ROD/PIPE-DEPTH: 4.88 meters
 AC8245
 AC8245  HISTORY     - Date     Condition        Report By
 AC8245  HISTORY     - 1992     MONUMENTED       LADTD
 AC8245
 AC8245                          STATION DESCRIPTION
 AC8245
 AC8245'DESCRIBED BY LA TRANSP AND DEV 1992 (SLC)
 AC8245'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHWEST OF GILBERT AND
 AC8245'8.15 MI (13.12 KM) SOUTHEAST OF WINNSBORO.  OWNERSHIP--LOUISIANA
 AC8245'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 AC8245'FROM THE POST OFFICE IN GILBERT GO NORTH FOR 1.0 MI (1.6 KM) ON STATE
 AC8245'HIGHWAY 15 TO THE STATION SET ON THE LEFT JUST SOUTH OF A BRICK
 AC8245'CHURCH. THE STATION IS 194.O FT EAST FROM THE NORTHEAST CORNER OF THE
 AC8245'CHURCH, 40.0 FT (12.2 M) SOUTH-SOUTHWEST FRON THE CENTER OF THE
 AC8245'EXESTING HIGHWAY, 32.0 FT (9.8 M) NORTHWEST FROM A TELEPHONE JUCNTION
 AC8245'BOX, 0.5 FT (15.2 CM) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST
 AC8245'AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1478 ***********************************************************************
 BW1478  DESIGNATION -  Q 248
 BW1478  PID         -  BW1478
 BW1478  STATE/COUNTY-  LA/CONCORDIA
 BW1478  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1478
 BW1478                         *CURRENT SURVEY CONTROL
 BW1478  ___________________________________________________________________
 BW1478* NAD 83(1986)-  31 38 17.     (N)    091 33 11.     (W)     SCALED    
 BW1478* NAVD 88     -        17.893  (meters)      58.70   (feet)  ADJUSTED  
 BW1478  ___________________________________________________________________
 BW1478  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1478  DYNAMIC HT  -          17.872 (meters)      58.64  (feet)  COMP
 BW1478  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 BW1478
 BW1478  VERT ORDER  -  FIRST     CLASS II
 BW1478
 BW1478.The horizontal coordinates were scaled from a topographic map and have
 BW1478.an estimated accuracy of +/- 6 seconds.
 BW1478
 BW1478.The orthometric height was determined by differential leveling
 BW1478.and adjusted by the National Geodetic Survey in February 1994..
 BW1478
 BW1478.The geoid height was determined by GEOID03.
 BW1478
 BW1478.The dynamic height is computed by dividing the NAVD 88
 BW1478.geopotential number by the normal gravity value computed on the
 BW1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1478.degrees latitude (g = 980.6199 gals.).
 BW1478
 BW1478.The modeled gravity was interpolated from observed gravity values.
 BW1478
 BW1478;                    North         East    Units  Estimated Accuracy
 BW1478;SPC LA N     -   126,570.    1,089,820.      MT  (+/- 180 meters Scaled)
 BW1478
 BW1478                          SUPERSEDED SURVEY CONTROL
 BW1478
 BW1478  NAVD 88 (06/15/91)   17.910  (m)           58.76   (f) UNKNOWN     1 2
 BW1478  NGVD 29 (??/??/??)   17.895  (m)           58.71   (f) ADJUSTED    1 2
 BW1478
 BW1478.Superseded values are not recommended for survey control.
 BW1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1478.See file dsdata.txt to determine how the superseded data were derived.
 BW1478
 BW1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR372012(NAD 83)
 BW1478_MARKER: DB = BENCH MARK DISK
 BW1478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1478_SP_SET: CONCRETE BASE
 BW1478_STAMPING: Q-248 1966
 BW1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1478
 BW1478  HISTORY     - Date     Condition        Report By
 BW1478  HISTORY     - 1966     MONUMENTED       CGS
 BW1478  HISTORY     - 1975     GOOD             LADTD
 BW1478  HISTORY     - 1977     GOOD             NGS
 BW1478  HISTORY     - 1979     GOOD             NGS
 BW1478  HISTORY     - 1980     GOOD             NGS
 BW1478
 BW1478                          STATION DESCRIPTION
 BW1478
 BW1478'DESCRIBED BY LA TRANSP AND DEV 1975
 BW1478'IN FERRIDAY.
 BW1478'STANDARD BRASS DISK STAMPED Q-248 LOCATED IN THE CON. BASE OF A
 BW1478'FLAGPOLE DIRECTLY IN FRONT OF FERRIDAY HIGH SCHOOL.  THE MARK IS 166.3
 BW1478'FT. EAST OF THE CENTER OF LA. HWY 15 AND 1.0 FT. WEST OF THE FLAGPOLE
 BW1478'ITSELF.  IT IS 164.5 FT. RT. OF STA. 113+85 OF STATE PROJECTS
 BW1478'26-03-12.
 BW1478
 BW1478                          STATION RECOVERY (1977)
 BW1478
 BW1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW1478'RECOVERED IN GOOD CONDITION.
 BW1478
 BW1478                          STATION RECOVERY (1979)
 BW1478
 BW1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1478'RECOVERED IN GOOD CONDITION.
 BW1478
 BW1478                          STATION RECOVERY (1980)
 BW1478
 BW1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BW1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0069 ***********************************************************************
 BW0069  DESIGNATION -  Q 250
 BW0069  PID         -  BW0069
 BW0069  STATE/COUNTY-  LA/AVOYELLES
 BW0069  USGS QUAD   -  MOREAUVILLE (1996)
 BW0069
 BW0069                         *CURRENT SURVEY CONTROL
 BW0069  ___________________________________________________________________
 BW0069* NAD 83(1986)-  31 01 55.     (N)    091 58 34.     (W)     SCALED    
 BW0069* NAVD 88     -        16.591  (meters)      54.43   (feet)  ADJUSTED  
 BW0069  ___________________________________________________________________
 BW0069  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0069  DYNAMIC HT  -          16.570 (meters)      54.36  (feet)  COMP
 BW0069  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 BW0069
 BW0069  VERT ORDER  -  FIRST     CLASS I
 BW0069
 BW0069.The horizontal coordinates were scaled from a topographic map and have
 BW0069.an estimated accuracy of +/- 6 seconds.
 BW0069
 BW0069.The orthometric height was determined by differential leveling
 BW0069.and adjusted by the National Geodetic Survey in February 1994..
 BW0069
 BW0069.The geoid height was determined by GEOID03.
 BW0069
 BW0069.The dynamic height is computed by dividing the NAVD 88
 BW0069.geopotential number by the normal gravity value computed on the
 BW0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0069.degrees latitude (g = 980.6199 gals.).
 BW0069
 BW0069.The modeled gravity was interpolated from observed gravity values.
 BW0069
 BW0069;                    North         East    Units  Estimated Accuracy
 BW0069;SPC LA N     -    59,100.    1,050,020.      MT  (+/- 180 meters Scaled)
 BW0069
 BW0069                          SUPERSEDED SURVEY CONTROL
 BW0069
 BW0069  NAVD 88 (06/15/91)   16.613  (m)           54.50   (f) UNKNOWN     1 1
 BW0069  NGVD 29 (??/??/??)   16.573  (m)           54.37   (f) ADJUSTED    1 1
 BW0069
 BW0069.Superseded values are not recommended for survey control.
 BW0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0069.See file dsdata.txt to determine how the superseded data were derived.
 BW0069
 BW0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ977335(NAD 83)
 BW0069_MARKER: DB = BENCH MARK DISK
 BW0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0069_STAMPING: Q 250 1966
 BW0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0069+STABILITY: SURFACE MOTION
 BW0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0069+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BW0069
 BW0069  HISTORY     - Date     Condition        Report By
 BW0069  HISTORY     - 1966     MONUMENTED       CGS
 BW0069  HISTORY     - 1977     GOOD             NGS
 BW0069  HISTORY     - 20041119 GOOD             USPSQD
 BW0069  HISTORY     - 20060315 GOOD             USPSQD
 BW0069
 BW0069                          STATION DESCRIPTION
 BW0069
 BW0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0069'0.4 MI SW FROM MOREAUVILLE.
 BW0069'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 114 FROM THE POST OFFICE AT
 BW0069'MOREAUVILLE, THENCE 0.2 MILE SOUTH A NARROW LANE TO THE LEON F.
 BW0069'BERIDON AIRPORT, 231 FEET WEST OF THE NORTHWEST CORNER OF A LARGE
 BW0069'BRICK HOUSE WHICH BELONGS TO DR. LEON F. BERIDON, ABOUT 92 FEET EAST
 BW0069'OF THE CENTER LINE OF THE GRASS RUNWAY, 160 1/2 FEET WEST OF A 36-INCH
 BW0069'PECAN TREE, 10 1/2 FEET WEST OF THE NORTHWEST CORNER OF A CORRUGATED
 BW0069'METAL BUILDING, 1.6 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE
 BW0069'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BW0069
 BW0069                          STATION RECOVERY (1977)
 BW0069
 BW0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0069'RECOVERED IN GOOD CONDITION.
 BW0069
 BW0069                          STATION RECOVERY (2004)
 BW0069
 BW0069'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BW0069'RECOVERED IN GOOD CONDITION.
 BW0069
 BW0069                          STATION RECOVERY (2006)
 BW0069
 BW0069'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BW0069'THE MARK IS LOCATED IN THE BACK YARD OF THE OLD DR. BERIDON RESIDENCE.
 BW0069'IT IS NOW OCCUPIED BY HIS SON EMILE AT 204 TASSIN ST., MOREAUVILLE,
 BW0069'LA.  THE AIR STRIP IS NO LONGER THERE AS WELL AS THE METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0637 ***********************************************************************
 BW0637  DESIGNATION -  Q 251
 BW0637  PID         -  BW0637
 BW0637  STATE/COUNTY-  LA/CONCORDIA
 BW0637  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW0637
 BW0637                         *CURRENT SURVEY CONTROL
 BW0637  ___________________________________________________________________
 BW0637* NAD 83(1986)-  31 35 51.     (N)    091 30 36.     (W)     SCALED    
 BW0637* NAVD 88     -        19.090  (meters)      62.63   (feet)  ADJUSTED  
 BW0637  ___________________________________________________________________
 BW0637  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0637  DYNAMIC HT  -          19.068 (meters)      62.56  (feet)  COMP
 BW0637  MODELED GRAV-     979,448.7   (mgal)                       NAVD 88
 BW0637
 BW0637  VERT ORDER  -  FIRST     CLASS II
 BW0637
 BW0637.The horizontal coordinates were scaled from a topographic map and have
 BW0637.an estimated accuracy of +/- 6 seconds.
 BW0637
 BW0637.The orthometric height was determined by differential leveling
 BW0637.and adjusted by the National Geodetic Survey in February 1994..
 BW0637
 BW0637.The geoid height was determined by GEOID03.
 BW0637
 BW0637.The dynamic height is computed by dividing the NAVD 88
 BW0637.geopotential number by the normal gravity value computed on the
 BW0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0637.degrees latitude (g = 980.6199 gals.).
 BW0637
 BW0637.The modeled gravity was interpolated from observed gravity values.
 BW0637
 BW0637;                    North         East    Units  Estimated Accuracy
 BW0637;SPC LA N     -   122,120.    1,093,950.      MT  (+/- 180 meters Scaled)
 BW0637
 BW0637                          SUPERSEDED SURVEY CONTROL
 BW0637
 BW0637  NAVD 88 (06/15/91)   19.108  (m)           62.69   (f) UNKNOWN     1 2
 BW0637  NGVD 29 (??/??/??)   19.091  (m)           62.63   (f) ADJUSTED    1 2
 BW0637
 BW0637.Superseded values are not recommended for survey control.
 BW0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0637.See file dsdata.txt to determine how the superseded data were derived.
 BW0637
 BW0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ413967(NAD 83)
 BW0637_MARKER: DB = BENCH MARK DISK
 BW0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0637_STAMPING: Q 251 1966
 BW0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0637+STABILITY: SURFACE MOTION
 BW0637
 BW0637  HISTORY     - Date     Condition        Report By
 BW0637  HISTORY     - 1966     MONUMENTED       CGS
 BW0637  HISTORY     - 1979     GOOD             NGS
 BW0637
 BW0637                          STATION DESCRIPTION
 BW0637
 BW0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0637'3.75 MI SE FROM FERRIDAY.
 BW0637'ABOUT 0.1 MILE WEST ALONG LOUISIANA AVENUE FROM THE POST OFFICE AT
 BW0637'FERRIDAY, THENCE 3.65 MILES SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84,
 BW0637'ABOUT 71 YARDS NORTHEAST OF THE CENTER LINE OF A MEDIAN IN THE CENTER
 BW0637'OF THE 4-LANE HIGHWAY, 145 FEET SOUTHWEST OF THE CENTER LINE OF A
 BW0637'GRAVELED ROAD ON THE TOP OF A LEVEE, 111 1/2 FEET NORTHEAST OF THE
 BW0637'NORTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 84 FEET NORTHEAST OF
 BW0637'A TELEPHONE POLE BRACED BY 2 GUY WIRES, 52 FEET SOUTHEAST OF THE
 BW0637'CENTER LINE OF A GRAVELED ROAD LEADING TO THE TOP OF THE LEVEE, 1 1/2
 BW0637'FEET NORTHWEST OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST,
 BW0637'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 2 1/2 FEET BELOW THE
 BW0637'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 BW0637'INCHES.
 BW0637
 BW0637                          STATION RECOVERY (1979)
 BW0637
 BW0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0637'NOTE-THE MARK IS NOW KLUSH WITH THE GROUND, THE GRAVEL ROAD IS NOW
 BW0637'A PAVED ROAD (LA 3196)AND THE CENTER LINE MEASUREMENT IS 67 FT..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1669 ***********************************************************************
 BW1669  DESIGNATION -  Q 252
 BW1669  PID         -  BW1669
 BW1669  STATE/COUNTY-  LA/CONCORDIA
 BW1669  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1669
 BW1669                         *CURRENT SURVEY CONTROL
 BW1669  ___________________________________________________________________
 BW1669* NAD 83(1986)-  31 32 10.     (N)    091 30 53.     (W)     SCALED    
 BW1669* NAVD 88     -        18.72   (+/-2cm)      61.4    (feet)  VERTCON   
 BW1669  ___________________________________________________________________
 BW1669  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW1669
 BW1669  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1669
 BW1669.The horizontal coordinates were scaled from a topographic map and have
 BW1669.an estimated accuracy of +/- 6 seconds.
 BW1669
 BW1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1669.The vertical order pertains to the NGVD 29 superseded value.
 BW1669
 BW1669.The geoid height was determined by GEOID03.
 BW1669
 BW1669;                    North         East    Units  Estimated Accuracy
 BW1669;SPC LA N     -   115,310.    1,093,560.      MT  (+/- 180 meters Scaled)
 BW1669
 BW1669                          SUPERSEDED SURVEY CONTROL
 BW1669
 BW1669  NGVD 29 (??/??/92)   18.71   (m)           61.4    (f) COMPUTED    1 2
 BW1669
 BW1669.Superseded values are not recommended for survey control.
 BW1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1669.See file dsdata.txt to determine how the superseded data were derived.
 BW1669
 BW1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ410899(NAD 83)
 BW1669_MARKER: DB = BENCH MARK DISK
 BW1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1669_STAMPING: Q 252 1966
 BW1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1669+STABILITY: SURFACE MOTION
 BW1669
 BW1669  HISTORY     - Date     Condition        Report By
 BW1669  HISTORY     - 1966     MONUMENTED       CGS
 BW1669  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1669
 BW1669                          STATION DESCRIPTION
 BW1669
 BW1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1669'6.05 MI SW FROM VIDALIA.
 BW1669'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1669'AT VIDALIA, THENCE 5.9 MILES SOUTHWEST ALONG STATE HIGHWAY 131, IN
 BW1669'SECTION 19, T 7 N, R 4 W, AT A CURVE AND 48 1/2 FEET NORTHWEST OF THE
 BW1669'CENTER LINE OF THE HIGHWAY, 122 FEET NORTHEAST OF THE CENTER LINE OF A
 BW1669'DIRT ROAD, 133 1/2 FEET NORTH AND ACROSS THE HIGHWAY FROM A POWER POLE
 BW1669'WITH A LINE WHICH CROSSES OVER THE HIGHWAY, 107 FEET NORTHEAST OF A
 BW1669'CORNER FENCE POST, 1 1/2 FEET SOUTHEAST OF A FENCE POST, 1.6 FEET
 BW1669'NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BW1669'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BW1669
 BW1669                          STATION RECOVERY (1979)
 BW1669
 BW1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1669'FENCE IS NOW GONE AND MEASUREMENTS PUT IT IN PLOWED FIELD,
 BW1669'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1244 ***********************************************************************
 BW1244  DESIGNATION -  Q 253
 BW1244  PID         -  BW1244
 BW1244  STATE/COUNTY-  LA/CONCORDIA
 BW1244  USGS QUAD   -  FAIRVIEW (1983)
 BW1244
 BW1244                         *CURRENT SURVEY CONTROL
 BW1244  ___________________________________________________________________
 BW1244* NAD 83(1986)-  31 17 05.     (N)    091 34 59.     (W)     SCALED    
 BW1244* NAVD 88     -        16.70   (+/-2cm)      54.8    (feet)  VERTCON   
 BW1244  ___________________________________________________________________
 BW1244  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1244
 BW1244  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1244
 BW1244.The horizontal coordinates were scaled from a topographic map and have
 BW1244.an estimated accuracy of +/- 6 seconds.
 BW1244
 BW1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1244.The vertical order pertains to the NGVD 29 superseded value.
 BW1244
 BW1244.The geoid height was determined by GEOID03.
 BW1244
 BW1244;                    North         East    Units  Estimated Accuracy
 BW1244;SPC LA N     -    87,380.    1,087,310.      MT  (+/- 180 meters Scaled)
 BW1244
 BW1244                          SUPERSEDED SURVEY CONTROL
 BW1244
 BW1244  NGVD 29 (??/??/92)   16.68   (m)           54.7    (f) COMPUTED    1 2
 BW1244
 BW1244.Superseded values are not recommended for survey control.
 BW1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1244.See file dsdata.txt to determine how the superseded data were derived.
 BW1244
 BW1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ348620(NAD 83)
 BW1244_MARKER: DB = BENCH MARK DISK
 BW1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1244_STAMPING: Q 253 1966
 BW1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1244+STABILITY: SURFACE MOTION
 BW1244
 BW1244  HISTORY     - Date     Condition        Report By
 BW1244  HISTORY     - 1966     MONUMENTED       CGS
 BW1244  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1244
 BW1244                          STATION DESCRIPTION
 BW1244
 BW1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1244'10.85 MI NE FROM SHAW.
 BW1244'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1244'SCHOOLHOUSE AT SHAW, THENCE 3.2 MILES EAST ALONG A GRAVELED ROAD ON A
 BW1244'LEVEE, IN SECTION 17, T 4 N, R 9 E, AT A POINT WHERE THE MAIN ROAD
 BW1244'LEAVES THE LEVEE AFTER MAKING A SHARP TURN TO THE NORTH, THEN FORMS AN
 BW1244'S-CURVE AND BEARS EAST AWAY FROM THE LEVEE, 21 FEET EAST OF THE CENTER
 BW1244'LINE OF THE MAIN GRAVELED ROAD, 103 FEET NORTH OF THE CENTER LINE OF A
 BW1244'PRIVATE ROAD LEADING EAST ONTO PROPERTY OF R.B. SHARP AND THE CENTER
 BW1244'OF AN IRON GATE, 13 FEET WEST OF A LONE 36-INCH COTTONWOOD TREE, 1 1/2
 BW1244'FEET WEST OF A FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 BW1244'ABOUT 1 FOOT BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP
 BW1244'OF A CONCRETE POST PROJECTING 7 INCHES.
 BW1244
 BW1244                          STATION RECOVERY (1979)
 BW1244
 BW1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1322 ***********************************************************************
 CP1322  DESIGNATION -  Q 254
 CP1322  PID         -  CP1322
 CP1322  STATE/COUNTY-  LA/MADISON
 CP1322  USGS QUAD   -  MOUND (1973)
 CP1322
 CP1322                         *CURRENT SURVEY CONTROL
 CP1322  ___________________________________________________________________
 CP1322* NAD 83(1986)-  32 20 22.     (N)    091 01 26.     (W)     SCALED    
 CP1322* NAVD 88     -        26.956  (meters)      88.44   (feet)  ADJUSTED  
 CP1322  ___________________________________________________________________
 CP1322  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP1322  DYNAMIC HT  -          26.925 (meters)      88.34  (feet)  COMP
 CP1322  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CP1322
 CP1322  VERT ORDER  -  FIRST     CLASS I
 CP1322
 CP1322.The horizontal coordinates were scaled from a topographic map and have
 CP1322.an estimated accuracy of +/- 6 seconds.
 CP1322
 CP1322.The orthometric height was determined by differential leveling
 CP1322.and adjusted by the National Geodetic Survey in June 1991..
 CP1322
 CP1322.The geoid height was determined by GEOID03.
 CP1322
 CP1322.The dynamic height is computed by dividing the NAVD 88
 CP1322.geopotential number by the normal gravity value computed on the
 CP1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1322.degrees latitude (g = 980.6199 gals.).
 CP1322
 CP1322.The modeled gravity was interpolated from observed gravity values.
 CP1322
 CP1322;                    North         East    Units  Estimated Accuracy
 CP1322;SPC LA N     -   204,900.    1,138,950.      MT  (+/- 180 meters Scaled)
 CP1322
 CP1322                          SUPERSEDED SURVEY CONTROL
 CP1322
 CP1322  NGVD 29 (??/??/??)   26.953  (m)           88.43   (f) ADJUSTED    1 1
 CP1322
 CP1322.Superseded values are not recommended for survey control.
 CP1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1322.See file dsdata.txt to determine how the superseded data were derived.
 CP1322
 CP1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR859797(NAD 83)
 CP1322_MARKER: DB = BENCH MARK DISK
 CP1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1322_STAMPING: Q 254 1968
 CP1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1322+STABILITY: SURFACE MOTION
 CP1322
 CP1322  HISTORY     - Date     Condition        Report By
 CP1322  HISTORY     - 1968     MONUMENTED       CGS
 CP1322  HISTORY     - 20051208 MARK NOT FOUND   GEOCAC
 CP1322
 CP1322                          STATION DESCRIPTION
 CP1322
 CP1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1322'5.9 MI W FROM DELTA.
 CP1322'5.9 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP1322'OFFICE AT DELTA, IN SECTION 44, T 16 N, R 14 E, AT THE COMMUNITY OF
 CP1322'MOUND AND THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 602, 42 FEET
 CP1322'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 47 1/2 FEET SOUTH OF THE
 CP1322'CENTER LINE OF U.S. HIGHWAY 80, 67 FEET WEST OF THE CENTER LINE OF
 CP1322'STATE HIGHWAY 602, 3 FEET WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A
 CP1322'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 CP1322'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 CP1322'SURFACE OF THE GROUND.
 CP1322
 CP1322                          STATION RECOVERY (2005)
 CP1322
 CP1322'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 CP1322'THE TELEPHONE POLE AND THE WITNESS POST ARE GONE, BUT THE MEASUREMENTS
 CP1322' 
 CP1322'FROM THE NORTH RAIL OF THE TRACK AND THE TWO ROAD CENTER LINES
 CP1322'CONVERGE
 CP1322'PRECISELY ON A SINGLE POINT.  THE SURFACE OF THE GROUND AT THE POINT
 CP1322'OF
 CP1322'INTERSECTION OF THE MEASUREMENTS IS NOW AT LEAST FOUR FEET BELOW THE
 CP1322'LEVEL
 CP1322'OF THE RAILROAD TRACKS. PROBES IN THE AREA TO DEPTHS OF AT LEAST EIGHT
 CP1322'INCHES
 CP1322'STRUCK NOTHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0044 ***********************************************************************
 CQ0044  DESIGNATION -  Q 255
 CQ0044  PID         -  CQ0044
 CQ0044  STATE/COUNTY-  LA/OUACHITA
 CQ0044  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0044
 CQ0044                         *CURRENT SURVEY CONTROL
 CQ0044  ___________________________________________________________________
 CQ0044* NAD 83(1986)-  32 31 04.     (N)    092 09 33.     (W)     SCALED    
 CQ0044* NAVD 88     -        26.200  (meters)      85.96   (feet)  ADJUSTED  
 CQ0044  ___________________________________________________________________
 CQ0044  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0044  DYNAMIC HT  -          26.170 (meters)      85.86  (feet)  COMP
 CQ0044  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 CQ0044
 CQ0044  VERT ORDER  -  FIRST     CLASS I
 CQ0044
 CQ0044.The horizontal coordinates were scaled from a topographic map and have
 CQ0044.an estimated accuracy of +/- 6 seconds.
 CQ0044
 CQ0044.The orthometric height was determined by differential leveling
 CQ0044.and adjusted by the National Geodetic Survey in June 1991..
 CQ0044
 CQ0044.The geoid height was determined by GEOID03.
 CQ0044
 CQ0044.The dynamic height is computed by dividing the NAVD 88
 CQ0044.geopotential number by the normal gravity value computed on the
 CQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0044.degrees latitude (g = 980.6199 gals.).
 CQ0044
 CQ0044.The modeled gravity was interpolated from observed gravity values.
 CQ0044
 CQ0044;                    North         East    Units  Estimated Accuracy
 CQ0044;SPC LA N     -   223,780.    1,032,020.      MT  (+/- 180 meters Scaled)
 CQ0044
 CQ0044                          SUPERSEDED SURVEY CONTROL
 CQ0044
 CQ0044  NGVD 29 (??/??/??)   26.248  (m)           86.12   (f) ADJUSTED    1 1
 CQ0044
 CQ0044.Superseded values are not recommended for survey control.
 CQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0044.See file dsdata.txt to determine how the superseded data were derived.
 CQ0044
 CQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR789981(NAD 83)
 CQ0044_MARKER: DB = BENCH MARK DISK
 CQ0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0044_SP_SET: CULVERT, HEADWALL
 CQ0044_STAMPING: Q 255 1968
 CQ0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0044
 CQ0044  HISTORY     - Date     Condition        Report By
 CQ0044  HISTORY     - 1968     MONUMENTED       CGS
 CQ0044  HISTORY     - 1969     GOOD             CGS
 CQ0044  HISTORY     - 1980     GOOD             LADTD
 CQ0044
 CQ0044                          STATION DESCRIPTION
 CQ0044
 CQ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0044'3.8 MI NW FROM MONROE.
 CQ0044'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0044'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0044'THENCE 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 80, IN SECTION 27, T 18
 CQ0044'N, R 3 E, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CQ0044'TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE BOX
 CQ0044'CULVERT UNDER THE HIGHWAY, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 CQ0044'HIGHWAY.
 CQ0044
 CQ0044                          STATION RECOVERY (1980)
 CQ0044
 CQ0044'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CQ0044'TO REACH THE STATION IN WEST MONROE FROM THE INTERSECTION OF HWY 80
 CQ0044'AND THOMAS ROAD , GO 0.15 OF A MILE WEST ALONG HWY 80. STATION IS
 CQ0044'LOCATED 37.83 NORTH OF THE CENTERLINE OF THE HWY IN THE WEST END OF
 CQ0044'THE NORTH HEADWALL OF A BOX CULVERT UNDER THE HWY, 4.15 SOUTH OF A 2
 CQ0044'STRAND BARB WIRE AND 3 MESH FENCE, AND 24.05' NW OF A DROP INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0985 ***********************************************************************
 CQ0985  DESIGNATION -  Q 256
 CQ0985  PID         -  CQ0985
 CQ0985  STATE/COUNTY-  LA/LINCOLN
 CQ0985  USGS QUAD   -  RUSTON WEST (1994)
 CQ0985
 CQ0985                         *CURRENT SURVEY CONTROL
 CQ0985  ___________________________________________________________________
 CQ0985* NAD 83(1986)-  32 30 29.     (N)    092 42 04.     (W)     SCALED    
 CQ0985* NAVD 88     -        95.302  (meters)     312.67   (feet)  ADJUSTED  
 CQ0985  ___________________________________________________________________
 CQ0985  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0985  DYNAMIC HT  -          95.196 (meters)     312.32  (feet)  COMP
 CQ0985  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CQ0985
 CQ0985  VERT ORDER  -  FIRST     CLASS I
 CQ0985
 CQ0985.The horizontal coordinates were scaled from a topographic map and have
 CQ0985.an estimated accuracy of +/- 6 seconds.
 CQ0985
 CQ0985.The orthometric height was determined by differential leveling
 CQ0985.and adjusted by the National Geodetic Survey in June 1991..
 CQ0985
 CQ0985.The geoid height was determined by GEOID03.
 CQ0985
 CQ0985.The dynamic height is computed by dividing the NAVD 88
 CQ0985.geopotential number by the normal gravity value computed on the
 CQ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0985.degrees latitude (g = 980.6199 gals.).
 CQ0985
 CQ0985.The modeled gravity was interpolated from observed gravity values.
 CQ0985
 CQ0985;                    North         East    Units  Estimated Accuracy
 CQ0985;SPC LA N     -   222,670.      981,100.      MT  (+/- 180 meters Scaled)
 CQ0985
 CQ0985                          SUPERSEDED SURVEY CONTROL
 CQ0985
 CQ0985  NGVD 29 (??/??/??)   95.374  (m)          312.91   (f) ADJUSTED    1 1
 CQ0985
 CQ0985.Superseded values are not recommended for survey control.
 CQ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0985.See file dsdata.txt to determine how the superseded data were derived.
 CQ0985
 CQ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR280967(NAD 83)
 CQ0985_MARKER: DB = BENCH MARK DISK
 CQ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0985_STAMPING: Q 256 1968
 CQ0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0985+STABILITY: SURFACE MOTION
 CQ0985
 CQ0985  HISTORY     - Date     Condition        Report By
 CQ0985  HISTORY     - 1968     MONUMENTED       CGS
 CQ0985  HISTORY     - 1969     GOOD             CGS
 CQ0985  HISTORY     - 1981     GOOD             LADTD
 CQ0985  HISTORY     - 1987     GOOD             USPSQD
 CQ0985
 CQ0985                          STATION DESCRIPTION
 CQ0985
 CQ0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0985'4.4 MI SW FROM RUSTON.
 CQ0985'ABOUT 0.25 MILE SOUTH ALONG SOUTH TRENTON STREET WHICH IS U.S.
 CQ0985'HIGHWAYS 80 AND 167 FROM THE COURTHOUSE AT RUSTON, THENCE 4.15 MILES
 CQ0985'SOUTHWEST ALONG U.S. HIGHWAY 80, IN SECTION 32, T 18 N, R 3 W, 95 FEET
 CQ0985'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 138 FEET WEST OF THE
 CQ0985'NORTHWEST CORNER OF A HOUSE, 52 FEET SOUTH OF A CORNER FENCE POST, 1
 CQ0985'FOOT EAST OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4
 CQ0985'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CQ0985'POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ0985
 CQ0985                          STATION RECOVERY (1981)
 CQ0985
 CQ0985'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0985'RECOVERED IN GOOD CONDITION.
 CQ0985
 CQ0985                          STATION RECOVERY (1987)
 CQ0985
 CQ0985'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2022 ***********************************************************************
 CQ2022  DESIGNATION -  Q 257
 CQ2022  PID         -  CQ2022
 CQ2022  STATE/COUNTY-  LA/BOSSIER
 CQ2022  USGS QUAD   -  EASTWOOD (1975)
 CQ2022
 CQ2022                         *CURRENT SURVEY CONTROL
 CQ2022  ___________________________________________________________________
 CQ2022* NAD 83(1986)-  32 32 05.     (N)    093 34 23.     (W)     SCALED    
 CQ2022* NAVD 88     -        58.431  (meters)     191.70   (feet)  ADJUSTED  
 CQ2022  ___________________________________________________________________
 CQ2022  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2022  DYNAMIC HT  -          58.365 (meters)     191.49  (feet)  COMP
 CQ2022  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 CQ2022
 CQ2022  VERT ORDER  -  FIRST     CLASS I
 CQ2022
 CQ2022.The horizontal coordinates were scaled from a topographic map and have
 CQ2022.an estimated accuracy of +/- 6 seconds.
 CQ2022
 CQ2022.The orthometric height was determined by differential leveling
 CQ2022.and adjusted by the National Geodetic Survey in June 1991..
 CQ2022
 CQ2022.The geoid height was determined by GEOID03.
 CQ2022
 CQ2022.The dynamic height is computed by dividing the NAVD 88
 CQ2022.geopotential number by the normal gravity value computed on the
 CQ2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2022.degrees latitude (g = 980.6199 gals.).
 CQ2022
 CQ2022.The modeled gravity was interpolated from observed gravity values.
 CQ2022
 CQ2022;                    North         East    Units  Estimated Accuracy
 CQ2022;SPC LA N     -   226,100.      899,200.      MT  (+/- 180 meters Scaled)
 CQ2022
 CQ2022                          SUPERSEDED SURVEY CONTROL
 CQ2022
 CQ2022  NGVD 29 (??/??/??)   58.505  (m)          191.95   (f) ADJUSTED    1 1
 CQ2022
 CQ2022.Superseded values are not recommended for survey control.
 CQ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2022.See file dsdata.txt to determine how the superseded data were derived.
 CQ2022
 CQ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR461998(NAD 83)
 CQ2022_MARKER: DB = BENCH MARK DISK
 CQ2022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2022_STAMPING: Q 257 1968
 CQ2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2022
 CQ2022  HISTORY     - Date     Condition        Report By
 CQ2022  HISTORY     - 1968     MONUMENTED       CGS
 CQ2022  HISTORY     - 1969     GOOD             CGS
 CQ2022
 CQ2022                          STATION DESCRIPTION
 CQ2022
 CQ2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2022'4.0 MI W FROM HAUGHTON.
 CQ2022'ABOUT 4.0 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ2022'OFFICE AT HAUGHTON, IN SECTION 23, T 18 N, R 12 W, 10 POLES EAST OF
 CQ2022'MILEPOST 158, 84 FEET NORTH OF THE NORTH RAIL, 46 1/2 FEET NORTH OF A
 CQ2022'TELEPHONE POLE, 16 1/2 FEET SOUTH OF A FENCE, 11 FEET SOUTH OF A
 CQ2022'15-INCH OAK TREE WHICH BEARS A BLAZE ON THE SOUTH SIDE, 1.5 FEET NORTH
 CQ2022'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, A
 CQ2022'DISK ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES ABOVE
 CQ2022'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1277 ***********************************************************************
 CQ1277  DESIGNATION -  Q 258
 CQ1277  PID         -  CQ1277
 CQ1277  STATE/COUNTY-  LA/BIENVILLE
 CQ1277  USGS QUAD   -  ADA (1986)
 CQ1277
 CQ1277                         *CURRENT SURVEY CONTROL
 CQ1277  ___________________________________________________________________
 CQ1277* NAD 83(1986)-  32 32 44.     (N)    093 10 05.     (W)     SCALED    
 CQ1277* NAVD 88     -        63.212  (meters)     207.39   (feet)  ADJUSTED  
 CQ1277  ___________________________________________________________________
 CQ1277  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1277  DYNAMIC HT  -          63.142 (meters)     207.16  (feet)  COMP
 CQ1277  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 CQ1277
 CQ1277  VERT ORDER  -  FIRST     CLASS I
 CQ1277
 CQ1277.The horizontal coordinates were scaled from a topographic map and have
 CQ1277.an estimated accuracy of +/- 6 seconds.
 CQ1277
 CQ1277.The orthometric height was determined by differential leveling
 CQ1277.and adjusted by the National Geodetic Survey in June 1991..
 CQ1277
 CQ1277.The geoid height was determined by GEOID03.
 CQ1277
 CQ1277.The dynamic height is computed by dividing the NAVD 88
 CQ1277.geopotential number by the normal gravity value computed on the
 CQ1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1277.degrees latitude (g = 980.6199 gals.).
 CQ1277
 CQ1277.The modeled gravity was interpolated from observed gravity values.
 CQ1277
 CQ1277;                    North         East    Units  Estimated Accuracy
 CQ1277;SPC LA N     -   227,000.      937,250.      MT  (+/- 180 meters Scaled)
 CQ1277
 CQ1277                          SUPERSEDED SURVEY CONTROL
 CQ1277
 CQ1277  NGVD 29 (??/??/??)   63.290  (m)          207.64   (f) ADJUSTED    1 1
 CQ1277
 CQ1277.Superseded values are not recommended for survey control.
 CQ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1277.See file dsdata.txt to determine how the superseded data were derived.
 CQ1277
 CQ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS842009(NAD 83)
 CQ1277_MARKER: DB = BENCH MARK DISK
 CQ1277_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1277_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1277_STAMPING: Q 258 1969
 CQ1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1277
 CQ1277  HISTORY     - Date     Condition        Report By
 CQ1277  HISTORY     - 1969     MONUMENTED       CGS
 CQ1277
 CQ1277                          STATION DESCRIPTION
 CQ1277
 CQ1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1277'4.4 MI E FROM DUBBERLY.
 CQ1277'ABOUT 4.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ1277'OFFICE AT DUBBERLY, IN SECTION 14, T 18 N, R 8W, 0.1 MILE EAST OF THE
 CQ1277'EAST END OF RAILROAD TRESTLE OVER THE BLACK LAKE BAYOU WHICH IS THE
 CQ1277'BIENVILLE-WEBSTER PARISH LINE, 50 1/2 FEET SOUTH OF THE SOUTH RAIL, 18
 CQ1277'1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 14 FEET NORTH OF A FORKED OAK
 CQ1277'TREE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 5 1/2 FEET ABOVE
 CQ1277'THE LEVEL OF THE TRACK, A DISK ON THE TOP OF A 3-INCH IRON PIPE WHICH
 CQ1277'PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1794 ***********************************************************************
 CQ1794  DESIGNATION -  Q 259
 CQ1794  PID         -  CQ1794
 CQ1794  STATE/COUNTY-  LA/CADDO
 CQ1794  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1794
 CQ1794                         *CURRENT SURVEY CONTROL
 CQ1794  ___________________________________________________________________
 CQ1794* NAD 83(1986)-  32 27 59.     (N)    093 43 19.     (W)     SCALED    
 CQ1794* NAVD 88     -        50.089  (meters)     164.33   (feet)  ADJUSTED  
 CQ1794  ___________________________________________________________________
 CQ1794  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1794  DYNAMIC HT  -          50.033 (meters)     164.15  (feet)  COMP
 CQ1794  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CQ1794
 CQ1794  VERT ORDER  -  FIRST     CLASS I
 CQ1794
 CQ1794.The horizontal coordinates were scaled from a topographic map and have
 CQ1794.an estimated accuracy of +/- 6 seconds.
 CQ1794
 CQ1794.The orthometric height was determined by differential leveling
 CQ1794.and adjusted by the National Geodetic Survey in June 1991..
 CQ1794
 CQ1794.The geoid height was determined by GEOID03.
 CQ1794
 CQ1794.The dynamic height is computed by dividing the NAVD 88
 CQ1794.geopotential number by the normal gravity value computed on the
 CQ1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1794.degrees latitude (g = 980.6199 gals.).
 CQ1794
 CQ1794.The modeled gravity was interpolated from observed gravity values.
 CQ1794
 CQ1794;                    North         East    Units  Estimated Accuracy
 CQ1794;SPC LA N     -   218,680.      885,130.      MT  (+/- 180 meters Scaled)
 CQ1794
 CQ1794                          SUPERSEDED SURVEY CONTROL
 CQ1794
 CQ1794  NGVD 29 (??/??/??)   50.155  (m)          164.55   (f) ADJUSTED    1 1
 CQ1794
 CQ1794.Superseded values are not recommended for survey control.
 CQ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1794.See file dsdata.txt to determine how the superseded data were derived.
 CQ1794
 CQ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR321923(NAD 83)
 CQ1794_MARKER: DB = BENCH MARK DISK
 CQ1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1794_STAMPING: Q 259 1969
 CQ1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1794+STABILITY: SURFACE MOTION
 CQ1794
 CQ1794  HISTORY     - Date     Condition        Report By
 CQ1794  HISTORY     - 1969     MONUMENTED       CGS
 CQ1794  HISTORY     - 1977     GOOD             NGS
 CQ1794  HISTORY     - 1982     GOOD             LOCSUR
 CQ1794  HISTORY     - 1985     GOOD             USPSQD
 CQ1794  HISTORY     - 1987     GOOD             USPSQD
 CQ1794  HISTORY     - 1989     GOOD             USPSQD
 CQ1794
 CQ1794                          STATION DESCRIPTION
 CQ1794
 CQ1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1794'0.65 MI N FROM SHREVEPORT.
 CQ1794'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE FROM
 CQ1794'THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 17, T 17
 CQ1794'N, R 13 W, 41 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 108
 CQ1794'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE A.C. STEERE ELEMENTARY
 CQ1794'SCHOOL BUILDING, 87 1/2 FEET NORTH OF THE NORTHWEST CORNER OF THE
 CQ1794'BROADMOOR BRANCH LIBRARY, 12 1/2 FEET SOUTHWEST OF A 48-INCH OAK TREE,
 CQ1794'7 1/2 FEET EAST OF TELEPHONE AND POWER POLE NUMBER 42, ABOUT 1 FOOT
 CQ1794'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ1794'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CQ1794
 CQ1794                          STATION RECOVERY (1977)
 CQ1794
 CQ1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1794'RECOVERED IN GOOD CONDITION.
 CQ1794
 CQ1794                          STATION RECOVERY (1982)
 CQ1794
 CQ1794'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 CQ1794'RECOVERED IN GOOD CONDITION.
 CQ1794
 CQ1794                          STATION RECOVERY (1985)
 CQ1794
 CQ1794'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1794'SOUTHFIELD STATION POST OFFICE AT SHREVEPORT HAS BEEN RELOCATED 0.2
 CQ1794'MILES SOUTH OF IT'S POSITION WHEN DESCRIPTION WAS WRITTEN. MARK IS
 CQ1794'LOCATED 2 ' NORTH OF THE GUY WIRE SUPPORT OF THE POWER POLE 42 AND
 CQ1794'WAS ABOUT 4' BELOW THE SURFACE OF THE GROUND.
 CQ1794
 CQ1794                          STATION RECOVERY (1987)
 CQ1794
 CQ1794'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1794'RECOVERED IN GOOD CONDITION.
 CQ1794
 CQ1794                          STATION RECOVERY (1989)
 CQ1794
 CQ1794'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1836 ***********************************************************************
 CQ1836  DESIGNATION -  Q 260
 CQ1836  PID         -  CQ1836
 CQ1836  STATE/COUNTY-  LA/CADDO
 CQ1836  USGS QUAD   -  ELM GROVE (1980)
 CQ1836
 CQ1836                         *CURRENT SURVEY CONTROL
 CQ1836  ___________________________________________________________________
 CQ1836* NAD 83(1986)-  32 17 21.     (N)    093 33 27.     (W)     SCALED    
 CQ1836* NAVD 88     -        46.119  (meters)     151.31   (feet)  ADJUSTED  
 CQ1836  ___________________________________________________________________
 CQ1836  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ1836  DYNAMIC HT  -          46.066 (meters)     151.13  (feet)  COMP
 CQ1836  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 CQ1836
 CQ1836  VERT ORDER  -  FIRST     CLASS I
 CQ1836
 CQ1836.The horizontal coordinates were scaled from a topographic map and have
 CQ1836.an estimated accuracy of +/- 6 seconds.
 CQ1836
 CQ1836.The orthometric height was determined by differential leveling
 CQ1836.and adjusted by the National Geodetic Survey in February 1994..
 CQ1836
 CQ1836.The geoid height was determined by GEOID03.
 CQ1836
 CQ1836.The dynamic height is computed by dividing the NAVD 88
 CQ1836.geopotential number by the normal gravity value computed on the
 CQ1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1836.degrees latitude (g = 980.6199 gals.).
 CQ1836
 CQ1836.The modeled gravity was interpolated from observed gravity values.
 CQ1836
 CQ1836;                    North         East    Units  Estimated Accuracy
 CQ1836;SPC LA N     -   198,860.      900,400.      MT  (+/- 180 meters Scaled)
 CQ1836
 CQ1836                          SUPERSEDED SURVEY CONTROL
 CQ1836
 CQ1836  NAVD 88 (06/15/91)   46.118  (m)          151.31   (f) UNKNOWN     1 1
 CQ1836  NGVD 29 (??/??/??)   46.171  (m)          151.48   (f) ADJUSTED    1 1
 CQ1836
 CQ1836.Superseded values are not recommended for survey control.
 CQ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1836.See file dsdata.txt to determine how the superseded data were derived.
 CQ1836
 CQ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR475726(NAD 83)
 CQ1836_MARKER: DB = BENCH MARK DISK
 CQ1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1836_STAMPING: Q 260 1969
 CQ1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1836+STABILITY: SURFACE MOTION
 CQ1836
 CQ1836  HISTORY     - Date     Condition        Report By
 CQ1836  HISTORY     - 1969     MONUMENTED       CGS
 CQ1836  HISTORY     - 1977     GOOD             NGS
 CQ1836  HISTORY     - 1985     GOOD             USPSQD
 CQ1836  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ1836  HISTORY     - 19990515 GOOD             USPSQD
 CQ1836
 CQ1836                          STATION DESCRIPTION
 CQ1836
 CQ1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1836'15.15 MI SE FROM SHREVEPORT.
 CQ1836'ABOUT 15.15 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1836'STATION POST OFFICE AT SHREVEPORT, IN SECTION 13, T 15 N, R 12 W, 250
 CQ1836'FEET SOUTHWEST AND ACROSS THE HIGHWAY AND THE TEXAS AND PACIFIC
 CQ1836'RAILROAD FROM THE STORE AND POST OFFICE AT CASPIANA, 151 FEET
 CQ1836'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 1/2 FEET SOUTHWEST OF
 CQ1836'THE SOUTHWEST RAIL OF THE MAIN TRACK, 109 1/2 FEET SOUTH AND ACROSS
 CQ1836'THE TRACK FROM THE CASPIANA STATION SIGN, 34 FEET NORTHWEST OF THE
 CQ1836'CENTER LINE OF A DIRT ROAD, 1 FOOT NORTHEAST OF A FENCE, 1.2 FEET
 CQ1836'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CQ1836'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 CQ1836'ABOVE THE SURFACE OF THE GROUND.
 CQ1836
 CQ1836                          STATION RECOVERY (1977)
 CQ1836
 CQ1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1836'RECOVERED IN GOOD CONDITION.
 CQ1836
 CQ1836                          STATION RECOVERY (1985)
 CQ1836
 CQ1836'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1836'ABOUT 14.95 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1836'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1836'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1836
 CQ1836                          STATION RECOVERY (1994)
 CQ1836
 CQ1836'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1836'MARK NOT FOUND.
 CQ1836
 CQ1836                          STATION RECOVERY (1999)
 CQ1836
 CQ1836'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1449 ***********************************************************************
 CQ1449  DESIGNATION -  Q 261
 CQ1449  PID         -  CQ1449
 CQ1449  STATE/COUNTY-  LA/RED RIVER
 CQ1449  USGS QUAD   -  HARMON (1980)
 CQ1449
 CQ1449                         *CURRENT SURVEY CONTROL
 CQ1449  ___________________________________________________________________
 CQ1449* NAD 83(1986)-  32 01 42.     (N)    093 25 09.     (W)     SCALED    
 CQ1449* NAVD 88     -        41.673  (meters)     136.72   (feet)  ADJUSTED  
 CQ1449  ___________________________________________________________________
 CQ1449  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1449  DYNAMIC HT  -          41.625 (meters)     136.56  (feet)  COMP
 CQ1449  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 CQ1449
 CQ1449  VERT ORDER  -  FIRST     CLASS I
 CQ1449
 CQ1449.The horizontal coordinates were scaled from a topographic map and have
 CQ1449.an estimated accuracy of +/- 6 seconds.
 CQ1449
 CQ1449.The orthometric height was determined by differential leveling
 CQ1449.and adjusted by the National Geodetic Survey in February 1994..
 CQ1449
 CQ1449.The geoid height was determined by GEOID03.
 CQ1449
 CQ1449.The dynamic height is computed by dividing the NAVD 88
 CQ1449.geopotential number by the normal gravity value computed on the
 CQ1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1449.degrees latitude (g = 980.6199 gals.).
 CQ1449
 CQ1449.The modeled gravity was interpolated from observed gravity values.
 CQ1449
 CQ1449;                    North         East    Units  Estimated Accuracy
 CQ1449;SPC LA N     -   169,820.      913,180.      MT  (+/- 180 meters Scaled)
 CQ1449
 CQ1449                          SUPERSEDED SURVEY CONTROL
 CQ1449
 CQ1449  NAVD 88 (06/15/91)   41.672  (m)          136.72   (f) UNKNOWN     1 1
 CQ1449  NGVD 29 (??/??/??)   41.733  (m)          136.92   (f) ADJUSTED    1 1
 CQ1449
 CQ1449.Superseded values are not recommended for survey control.
 CQ1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1449.See file dsdata.txt to determine how the superseded data were derived.
 CQ1449
 CQ1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR604436(NAD 83)
 CQ1449_MARKER: DB = BENCH MARK DISK
 CQ1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1449_STAMPING: Q 261 1969
 CQ1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1449+STABILITY: SURFACE MOTION
 CQ1449
 CQ1449  HISTORY     - Date     Condition        Report By
 CQ1449  HISTORY     - 1969     MONUMENTED       CGS
 CQ1449  HISTORY     - 1977     GOOD             NGS
 CQ1449  HISTORY     - 1987     GOOD             USPSQD
 CQ1449  HISTORY     - 19970621 GOOD             USPSQD
 CQ1449
 CQ1449                          STATION DESCRIPTION
 CQ1449
 CQ1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1449'6.35 MI W FROM COUSHATTA.
 CQ1449'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1449'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 2.75 MILES NORTHWEST
 CQ1449'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 1.1 MILES SOUTHWEST
 CQ1449'ALONG STATE HIGHWAY 177, IN SECTION 17, T 12 N, R 10 W, 49 FEET
 CQ1449'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A PAVED
 CQ1449'ROAD WHICH LEADS WEST, 108 1/2 FEET NORTHEAST OF A POWER POLE WHICH
 CQ1449'BEARS A TRANSFORMER, 58 FEET SOUTHWEST OF A PECAN TREE, 46 FEET WEST
 CQ1449'OF THE WEST CORNER OF A METAL BUILDING, 7 FEET NORTH OF A POWER POLE,
 CQ1449'1 1/2 FEET NORTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A METAL WITNESS
 CQ1449'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CQ1449'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 CQ1449'GROUND.
 CQ1449
 CQ1449                          STATION RECOVERY (1977)
 CQ1449
 CQ1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1449'RECOVERED IN GOOD CONDITION.
 CQ1449
 CQ1449                          STATION RECOVERY (1987)
 CQ1449
 CQ1449'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1449'RECOVERED IN GOOD CONDITION.
 CQ1449
 CQ1449                          STATION RECOVERY (1997)
 CQ1449
 CQ1449'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1111 ***********************************************************************
 BX1111  DESIGNATION -  Q 262
 BX1111  PID         -  BX1111
 BX1111  STATE/COUNTY-  LA/RAPIDES
 BX1111  USGS QUAD   -  RAPIDES (1992)
 BX1111
 BX1111                         *CURRENT SURVEY CONTROL
 BX1111  ___________________________________________________________________
 BX1111* NAD 83(1986)-  31 21 56.     (N)    092 34 22.     (W)     SCALED    
 BX1111* NAVD 88     -        24.84   (+/-2cm)      81.5    (feet)  VERTCON   
 BX1111  ___________________________________________________________________
 BX1111  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX1111
 BX1111  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1111
 BX1111.The horizontal coordinates were scaled from a topographic map and have
 BX1111.an estimated accuracy of +/- 6 seconds.
 BX1111
 BX1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1111.The vertical order pertains to the NGVD 29 superseded value.
 BX1111
 BX1111.The geoid height was determined by GEOID03.
 BX1111
 BX1111;                    North         East    Units  Estimated Accuracy
 BX1111;SPC LA N     -    95,970.      993,080.      MT  (+/- 180 meters Scaled)
 BX1111
 BX1111                          SUPERSEDED SURVEY CONTROL
 BX1111
 BX1111  NGVD 29 (??/??/??)   24.830  (m)           81.46   (f) ADJUSTED    1 1
 BX1111
 BX1111.Superseded values are not recommended for survey control.
 BX1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1111.See file dsdata.txt to determine how the superseded data were derived.
 BX1111
 BX1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ406701(NAD 83)
 BX1111_MARKER: DB = BENCH MARK DISK
 BX1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1111_STAMPING: Q 262 1969
 BX1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1111+STABILITY: SURFACE MOTION
 BX1111
 BX1111  HISTORY     - Date     Condition        Report By
 BX1111  HISTORY     - 1969     MONUMENTED       CGS
 BX1111  HISTORY     - 1970     GOOD             NGS
 BX1111  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1111
 BX1111                          STATION DESCRIPTION
 BX1111
 BX1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1111'6.35 MI E FROM BOYCE.
 BX1111'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX1111'BOYCE, THENCE 5.95 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY,
 BX1111'THENCE 0.25 MILE NORTH CROSS-COUNTRY TO THE MYERS NUMBER 2 AIRPORT, 77
 BX1111'FEET EAST OF THE CENTER LINE OF THE RUNWAY, 2.0 FEET NORTHWEST OF THE
 BX1111'NORTHWEST CORNER OF THE MOST NORTHERLY OF A GROUP OF HANGARS, 1 FOOT
 BX1111'WEST OF A FENCE, ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A
 BX1111'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1111
 BX1111                          STATION RECOVERY (1999)
 BX1111
 BX1111'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1355 ***********************************************************************
 BX1355  DESIGNATION -  Q 263
 BX1355  PID         -  BX1355
 BX1355  STATE/COUNTY-  LA/GRANT
 BX1355  USGS QUAD   -  ALOHA (1992)
 BX1355
 BX1355                         *CURRENT SURVEY CONTROL
 BX1355  ___________________________________________________________________
 BX1355* NAD 83(1986)-  31 36 45.     (N)    092 48 52.     (W)     SCALED    
 BX1355* NAVD 88     -        46.57   (+/-2cm)     152.8    (feet)  VERTCON   
 BX1355  ___________________________________________________________________
 BX1355  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1355
 BX1355  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1355
 BX1355.The horizontal coordinates were scaled from a topographic map and have
 BX1355.an estimated accuracy of +/- 6 seconds.
 BX1355
 BX1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1355.The vertical order pertains to the NGVD 29 superseded value.
 BX1355
 BX1355.The geoid height was determined by GEOID03.
 BX1355
 BX1355;                    North         East    Units  Estimated Accuracy
 BX1355;SPC LA N     -   123,390.      970,170.      MT  (+/- 180 meters Scaled)
 BX1355
 BX1355                          SUPERSEDED SURVEY CONTROL
 BX1355
 BX1355  NGVD 29 (??/??/??)   46.585  (m)          152.84   (f) ADJUSTED    1 1
 BX1355
 BX1355.Superseded values are not recommended for survey control.
 BX1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1355.See file dsdata.txt to determine how the superseded data were derived.
 BX1355
 BX1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ176975(NAD 83)
 BX1355_MARKER: DB = BENCH MARK DISK
 BX1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1355_STAMPING: Q 263 1969
 BX1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1355+STABILITY: SURFACE MOTION
 BX1355
 BX1355  HISTORY     - Date     Condition        Report By
 BX1355  HISTORY     - 1969     MONUMENTED       CGS
 BX1355  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1355  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1355
 BX1355                          STATION DESCRIPTION
 BX1355
 BX1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1355'6.15 MI SE FROM MONTGOMERY.
 BX1355'ABOUT 6.15 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE
 BX1355'INTERSECTION OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY,
 BX1355'IN SECTION 6, T 7 N, R 4 W, 39 1/2 FEET SOUTHWEST OF THE CENTER LINE
 BX1355'OF THE HIGHWAY, 90 FEET NORTH OF THE NORTH CORNER OF AN OLD UNPAINTED
 BX1355'HOUSE, 1 FOOT NORTHEAST OF A FENCE, 1.2 FEET SOUTHEAST OF A METAL
 BX1355'WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF A
 BX1355'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1355
 BX1355                          STATION RECOVERY (1987)
 BX1355
 BX1355'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1355'MARK NOT FOUND.
 BX1355
 BX1355                          STATION RECOVERY (2001)
 BX1355
 BX1355'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1844 ***********************************************************************
 BX1844  DESIGNATION -  Q 264
 BX1844  PID         -  BX1844
 BX1844  STATE/COUNTY-  LA/NATCHITOCHES
 BX1844  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1844
 BX1844                         *CURRENT SURVEY CONTROL
 BX1844  ___________________________________________________________________
 BX1844* NAD 83(1986)-  31 50 51.     (N)    093 03 41.     (W)     SCALED    
 BX1844* NAVD 88     -        34.92   (+/-2cm)     114.6    (feet)  VERTCON   
 BX1844  ___________________________________________________________________
 BX1844  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1844
 BX1844  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1844
 BX1844.The horizontal coordinates were scaled from a topographic map and have
 BX1844.an estimated accuracy of +/- 6 seconds.
 BX1844
 BX1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1844.The vertical order pertains to the NGVD 29 superseded value.
 BX1844
 BX1844.The geoid height was determined by GEOID03.
 BX1844
 BX1844;                    North         East    Units  Estimated Accuracy
 BX1844;SPC LA N     -   149,540.      946,870.      MT  (+/- 180 meters Scaled)
 BX1844
 BX1844                          SUPERSEDED SURVEY CONTROL
 BX1844
 BX1844  NGVD 29 (??/??/??)   34.962  (m)          114.70   (f) ADJUSTED    1 1
 BX1844
 BX1844.Superseded values are not recommended for survey control.
 BX1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1844.See file dsdata.txt to determine how the superseded data were derived.
 BX1844
 BX1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR941235(NAD 83)
 BX1844_MARKER: DB = BENCH MARK DISK
 BX1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1844_SP_SET: CULVERT
 BX1844_STAMPING: Q 264 1969
 BX1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1844
 BX1844  HISTORY     - Date     Condition        Report By
 BX1844  HISTORY     - 1969     MONUMENTED       CGS
 BX1844  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX1844  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1844  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1844
 BX1844                          STATION DESCRIPTION
 BX1844
 BX1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1844'2.6 MI NW FROM CLARENCE.
 BX1844'ABOUT 2.6 MILES NORTHWEST ALONG U. S. HIGHWAYS 71 AND 84 FROM THE
 BX1844'JUNCTION OF U. S. HIGHWAYS 71 AND 84 AT CLARENCE, 32 FEET SOUTHWEST OF
 BX1844'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF
 BX1844'THE SOUTHWEST CONCRETE HEADWALL OF A LARGE CONCRETE BOX CULVERT WHICH
 BX1844'IS DATED 1955 AND IS UNDER THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL
 BX1844'OF THE HIGHWAY.
 BX1844
 BX1844                          STATION RECOVERY (1986)
 BX1844
 BX1844'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1844'MARK NOT FOUND.
 BX1844
 BX1844                          STATION RECOVERY (1995)
 BX1844
 BX1844'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1844'MARK NOT FOUND.
 BX1844
 BX1844                          STATION RECOVERY (2001)
 BX1844
 BX1844'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1075 ***********************************************************************
 BK1075  DESIGNATION -  Q 265
 BK1075  PID         -  BK1075
 BK1075  STATE/COUNTY-  LA/ALLEN
 BK1075  USGS QUAD   -  GUY (1993)
 BK1075
 BK1075                         *CURRENT SURVEY CONTROL
 BK1075  ___________________________________________________________________
 BK1075* NAD 83(1986)-  30 43 26.     (N)    092 42 38.     (W)     SCALED    
 BK1075* NAVD 88     -        28.520  (meters)      93.57   (feet)  ADJUSTED  
 BK1075  ___________________________________________________________________
 BK1075  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK1075  DYNAMIC HT  -          28.484 (meters)      93.45  (feet)  COMP
 BK1075  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 BK1075
 BK1075  VERT ORDER  -  FIRST     CLASS I
 BK1075
 BK1075.The horizontal coordinates were scaled from a topographic map and have
 BK1075.an estimated accuracy of +/- 6 seconds.
 BK1075
 BK1075.The orthometric height was determined by differential leveling
 BK1075.and adjusted by the National Geodetic Survey in February 1994..
 BK1075
 BK1075.The geoid height was determined by GEOID03.
 BK1075
 BK1075.The dynamic height is computed by dividing the NAVD 88
 BK1075.geopotential number by the normal gravity value computed on the
 BK1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1075.degrees latitude (g = 980.6199 gals.).
 BK1075
 BK1075.The modeled gravity was interpolated from observed gravity values.
 BK1075
 BK1075;                    North         East    Units  Estimated Accuracy
 BK1075;SPC LA S     -   247,310.      868,090.      MT  (+/- 180 meters Scaled)
 BK1075
 BK1075                          SUPERSEDED SURVEY CONTROL
 BK1075
 BK1075  NAVD 88 (06/15/91)   28.510  (m)           93.54   (f) UNKNOWN     1 1
 BK1075  NGVD 29 (??/??/??)   28.494  (m)           93.48   (f) ADJUSTED    1 1
 BK1075
 BK1075.Superseded values are not recommended for survey control.
 BK1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1075.See file dsdata.txt to determine how the superseded data were derived.
 BK1075
 BK1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP277990(NAD 83)
 BK1075_MARKER: DB = BENCH MARK DISK
 BK1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1075_SP_SET: CULVERT
 BK1075_STAMPING: Q 265 1969
 BK1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1075
 BK1075  HISTORY     - Date     Condition        Report By
 BK1075  HISTORY     - 1969     MONUMENTED       CGS
 BK1075  HISTORY     - 1970     GOOD             NGS
 BK1075
 BK1075                          STATION DESCRIPTION
 BK1075
 BK1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1075'7.0 MI SW FROM OAKDALE.
 BK1075'ABOUT 7.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1075'STATION AT OAKDALE, 0.3 MILE NORTHEAST OF MILEPOST 643, 59 1/2 FEET
 BK1075'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHEAST END
 BK1075'OF THE SOUTHEAST CONCRETE HEADWALL OF A 7-FOOT CONCRETE BOX CULVERT
 BK1075'UNDER U.S. HIGHWAY 165, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BK1075'HIGHWAY, ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 1/2
 BK1075'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2193 ***********************************************************************
 BX2193  DESIGNATION -  Q 27
 BX2193  PID         -  BX2193
 BX2193  STATE/COUNTY-  LA/DE SOTO
 BX2193  USGS QUAD   -  TRENTON (1995)
 BX2193
 BX2193                         *CURRENT SURVEY CONTROL
 BX2193  ___________________________________________________________________
 BX2193* NAD 83(1986)-  31 54 25.     (N)    093 42 39.     (W)     SCALED    
 BX2193* NAVD 88     -        85.415  (meters)     280.23   (feet)  ADJUSTED  
 BX2193  ___________________________________________________________________
 BX2193  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX2193  DYNAMIC HT  -          85.315 (meters)     279.90  (feet)  COMP
 BX2193  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 BX2193
 BX2193  VERT ORDER  -  SECOND    CLASS 0
 BX2193
 BX2193.The horizontal coordinates were scaled from a topographic map and have
 BX2193.an estimated accuracy of +/- 6 seconds.
 BX2193
 BX2193.The orthometric height was determined by differential leveling
 BX2193.and adjusted by the National Geodetic Survey in February 1994..
 BX2193
 BX2193.The geoid height was determined by GEOID03.
 BX2193
 BX2193.The dynamic height is computed by dividing the NAVD 88
 BX2193.geopotential number by the normal gravity value computed on the
 BX2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2193.degrees latitude (g = 980.6199 gals.).
 BX2193
 BX2193.The modeled gravity was interpolated from observed gravity values.
 BX2193
 BX2193;                    North         East    Units  Estimated Accuracy
 BX2193;SPC LA N     -   156,640.      885,480.      MT  (+/- 180 meters Scaled)
 BX2193
 BX2193                          SUPERSEDED SURVEY CONTROL
 BX2193
 BX2193  NGVD 29 (??/??/??)   85.488  (m)          280.47   (f) ADJUSTED    2 0
 BX2193
 BX2193.Superseded values are not recommended for survey control.
 BX2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2193.See file dsdata.txt to determine how the superseded data were derived.
 BX2193
 BX2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR327303(NAD 83)
 BX2193_MARKER: DB = BENCH MARK DISK
 BX2193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX2193_SP_SET: HEADWALL
 BX2193_STAMPING: Q 27 1935
 BX2193_MARK LOGO: CGS   
 BX2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2193+STABILITY: SURFACE MOTION
 BX2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2193+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1987
 BX2193
 BX2193  HISTORY     - Date     Condition        Report By
 BX2193  HISTORY     - 1935     MONUMENTED       CGS
 BX2193  HISTORY     - 1943     GOOD             CGS
 BX2193  HISTORY     - 19870929 GOOD             LADTD
 BX2193  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX2193
 BX2193                          STATION DESCRIPTION
 BX2193
 BX2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2193'7.6 MI S FROM SOUTH MANSFIELD.
 BX2193'7.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM SOUTH
 BX2193'MANSFIELD, DE SOTO PARISH, 120 FEET SOUTH OF MILEPOST 601, IN THE TOP
 BX2193'OF THE WEST HEAD WALL OF A CONCRETE CULVERT, 14 FEET WEST OF THE
 BX2193'CENTERLINE OF THE TRACK, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD
 BX2193'DISK, STAMPED Q 27 1935.
 BX2193
 BX2193                          STATION RECOVERY (1987)
 BX2193
 BX2193'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BX2193'THE STATION IS LOCATED ABOUT 15.4 KM (9.6 MI) SOUTH OF MANSFIELD.
 BX2193'OWNERSHIP--KANSAS CITY SOUTHERN RAILROAD.
 BX2193'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX2193'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 15.4 KM (9.6 MI) ON HIGHWAY
 BX2193'171 TO THE STATION ON THE LEFT SET IN A CONCRETE HEADWALL UNDER THE
 BX2193'RAILROAD,  36.6 M (120.1 FT) SOUTH FROM MILEPOST 601 AND 4.3 M
 BX2193'(14.1 FT) WEST FROM THE CENTER OF THE TRACKS.  THE STATION IS ABOUT
 BX2193'1.8 M (5.9 FT) BELOW THE TRACKS.
 BX2193
 BX2193                          STATION RECOVERY (1997)
 BX2193
 BX2193'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2215 ***********************************************************************
 CQ2215  DESIGNATION -  Q 270
 CQ2215  PID         -  CQ2215
 CQ2215  STATE/COUNTY-  LA/DE SOTO
 CQ2215  USGS QUAD   -  LONGSTREET (1972)
 CQ2215
 CQ2215                         *CURRENT SURVEY CONTROL
 CQ2215  ___________________________________________________________________
 CQ2215* NAD 83(1986)-  32 07 08.     (N)    093 56 54.     (W)     SCALED    
 CQ2215* NAVD 88     -        96.770  (meters)     317.49   (feet)  ADJUSTED  
 CQ2215  ___________________________________________________________________
 CQ2215  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2215  DYNAMIC HT  -          96.658 (meters)     317.12  (feet)  COMP
 CQ2215  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CQ2215  OBS GRAVITY -     979,480.9   (mgal)                       GRAV_OBS
 CQ2215
 CQ2215  VERT ORDER  -  FIRST     CLASS II
 CQ2215
 CQ2215.The horizontal coordinates were scaled from a topographic map and have
 CQ2215.an estimated accuracy of +/- 6 seconds.
 CQ2215
 CQ2215.The orthometric height was determined by differential leveling
 CQ2215.and adjusted by the National Geodetic Survey in June 1991..
 CQ2215
 CQ2215.The geoid height was determined by GEOID03.
 CQ2215
 CQ2215.The dynamic height is computed by dividing the NAVD 88
 CQ2215.geopotential number by the normal gravity value computed on the
 CQ2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2215.degrees latitude (g = 980.6199 gals.).
 CQ2215
 CQ2215.The modeled gravity was interpolated from observed gravity values.
 CQ2215.The observed gravity was obtained from relative gravimeter ties
 CQ2215.to the IGSN71 gravity network.
 CQ2215
 CQ2215;                    North         East    Units  Estimated Accuracy
 CQ2215;SPC LA N     -   180,410.      863,330.      MT  (+/- 180 meters Scaled)
 CQ2215
 CQ2215                          SUPERSEDED SURVEY CONTROL
 CQ2215
 CQ2215  NGVD 29 (??/??/??)   96.833  (m)          317.69   (f) ADJUSTED    1 2
 CQ2215
 CQ2215.Superseded values are not recommended for survey control.
 CQ2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2215.See file dsdata.txt to determine how the superseded data were derived.
 CQ2215
 CQ2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR105540(NAD 83)
 CQ2215_MARKER: I = METAL ROD
 CQ2215_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2215_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CQ2215_STAMPING: Q 270 1979
 CQ2215_PROJECTION: FLUSH
 CQ2215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2215+STABILITY: POSITION/ELEVATION WELL
 CQ2215_ROD/PIPE-DEPTH: 8.53 meters
 CQ2215_SLEEVE-DEPTH  : 7.32 meters
 CQ2215
 CQ2215  HISTORY     - Date     Condition        Report By
 CQ2215  HISTORY     - 1979     MONUMENTED       NGS
 CQ2215  HISTORY     - 19960504 GOOD             USPSQD
 CQ2215
 CQ2215                          STATION DESCRIPTION
 CQ2215
 CQ2215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2215'1.4 MI NE FROM LONGSTREET.
 CQ2215'1.35 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 CQ2215'LONGSTREET, THENCE 0.05 MILE SOUTHEAST ALONG A GRAVEL ROAD, AT THE
 CQ2215'TRAVELERS REST BAPTIST CHURCH, 127.5 FT. NORTHWEST OF THE NORTHWEST
 CQ2215'CORNER OF THE CHURCH, 242.0 FT. NORTHEAST OF THE CENTERLINE OF THE
 CQ2215'GRAVEL ROAD, 68.7 FT. SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 CQ2215'TRACKS OF THE SOUTHERN PACIFIC RAILROAD, 5.5 FT. NORTHWEST OF A
 CQ2215'POWERLINE POLE WITH TRANSFORMER AND GUY WIRE, 75.0 FT. SOUTHEAST
 CQ2215'OF RAILROAD MILEPOST 202.  DATUM POINT IS 4 INCHES BELOW GROUND,
 CQ2215'ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 CQ2215'THE MARK IS 4.5 FT  SW FROM A WITNESS POST.
 CQ2215'THE MARK IS 1 FT ABOVE THE GRAVEL ROAD.
 CQ2215
 CQ2215                          STATION RECOVERY (1996)
 CQ2215
 CQ2215'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1763 ***********************************************************************
 BJ1763  DESIGNATION -  Q 275
 BJ1763  PID         -  BJ1763
 BJ1763  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1763  USGS QUAD   -  ROSELAND (1981)
 BJ1763
 BJ1763                         *CURRENT SURVEY CONTROL
 BJ1763  ___________________________________________________________________
 BJ1763* NAD 83(1986)-  30 45 12.     (N)    090 30 28.     (W)     SCALED    
 BJ1763* NAVD 88     -        37.699  (meters)     123.68   (feet)  ADJUSTED  
 BJ1763  ___________________________________________________________________
 BJ1763  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1763  DYNAMIC HT  -          37.650 (meters)     123.52  (feet)  COMP
 BJ1763  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ1763
 BJ1763  VERT ORDER  -  FIRST     CLASS I
 BJ1763
 BJ1763.The horizontal coordinates were scaled from a topographic map and have
 BJ1763.an estimated accuracy of +/- 6 seconds.
 BJ1763
 BJ1763.The orthometric height was determined by differential leveling
 BJ1763.and adjusted by the National Geodetic Survey in February 1994..
 BJ1763
 BJ1763.The geoid height was determined by GEOID03.
 BJ1763
 BJ1763.The dynamic height is computed by dividing the NAVD 88
 BJ1763.geopotential number by the normal gravity value computed on the
 BJ1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1763.degrees latitude (g = 980.6199 gals.).
 BJ1763
 BJ1763.The modeled gravity was interpolated from observed gravity values.
 BJ1763
 BJ1763;                    North         East    Units  Estimated Accuracy
 BJ1763;SPC LA S     -   250,060.    1,079,050.      MT  (+/- 180 meters Scaled)
 BJ1763
 BJ1763                          SUPERSEDED SURVEY CONTROL
 BJ1763
 BJ1763  NAVD 88 (06/15/91)   37.745  (m)          123.84   (f) UNKNOWN     1 1
 BJ1763  NGVD 29 (??/??/??)   37.728  (m)          123.78   (f) ADJUSTED    1 1
 BJ1763
 BJ1763.Superseded values are not recommended for survey control.
 BJ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1763.See file dsdata.txt to determine how the superseded data were derived.
 BJ1763
 BJ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ385049(NAD 83)
 BJ1763_MARKER: DB = BENCH MARK DISK
 BJ1763_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ1763+WITH SETTING: PAVEMENT
 BJ1763_SP_SET: ANCHOR BASE
 BJ1763_STAMPING: Q 275 1969
 BJ1763_MARK LOGO: CGS   
 BJ1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1763+STABILITY: SURFACE MOTION
 BJ1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1763+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1763
 BJ1763  HISTORY     - Date     Condition        Report By
 BJ1763  HISTORY     - 1969     MONUMENTED       CGS
 BJ1763  HISTORY     - 19920611 GOOD             NGS
 BJ1763
 BJ1763                          STATION DESCRIPTION
 BJ1763
 BJ1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1763'1.8 MI N FROM AMITE.
 BJ1763'ABOUT 1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1763'STATION AT AMITE, ON THE PROPERTY OF THE LOUISIANA POWER AND LIGHT
 BJ1763'COMPANY, SET ON THE TOP OF THE SOUTH SIDE OF A 3 FOOT ROUND CONCRETE
 BJ1763'ANCHOR BASE FOR THE BOTTOM ONE OF TWO GUY WIRES NORTHWEST OF A
 BJ1763'360-FOOT HIGH MICRO-WAVE TOWER, 348 FEET EAST OF THE EAST RAIL OF THE
 BJ1763'EAST TRACK, 206 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE CONCRETE
 BJ1763'BASE FOR THE TOWER, 117.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BJ1763'26-BY-12 -FOOT CONCRETE BUILDING AND 1/2 FOOT ABOVE THE LEVEL OF THE
 BJ1763'GROUND.
 BJ1763
 BJ1763                          STATION RECOVERY (1992)
 BJ1763
 BJ1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1763'0.2 KM (0.10 MI) WESTERLY ALONG MULBERRY STREET FROM THE POST OFFICE
 BJ1763'IN AMITE, THENCE 2.5 KM (1.55 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BJ1763'THENCE 0.2 KM (0.10 MI) EASTERLY ALONG FOULKES LANE, THENCE 0.3 KM
 BJ1763'(0.20 MI) NORTHERLY ALONG A GRAVELED ROAD, IN THE SOUTH SIDE OF THE
 BJ1763'WEST CONCRETE GUY CABLE ANCHOR FOR A MICROWAVE TOWER, 35.8 M
 BJ1763'(117.5 FT) NORTHWEST OF THE WEST CORNER OF A BUILDING, 24.3 M
 BJ1763'(79.7 FT) EAST OF THE WEST ANCHOR, 18.5 M (60.7 FT) WEST OF THE
 BJ1763'EXTENDED CENTER OF A GRAVELED ROAD LEADING TO THE BUILDING, AND 0.1 M
 BJ1763'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1976 ***********************************************************************
 BX1976  DESIGNATION -  Q 28
 BX1976  PID         -  BX1976
 BX1976  STATE/COUNTY-  LA/VERNON
 BX1976  USGS QUAD   -  HORNBECK (1994)
 BX1976
 BX1976                         *CURRENT SURVEY CONTROL
 BX1976  ___________________________________________________________________
 BX1976* NAD 83(1986)-  31 20 14.     (N)    093 24 43.     (W)     SCALED    
 BX1976* NAVD 88     -       103.79   (+/-2cm)     340.5    (feet)  VERTCON   
 BX1976  ___________________________________________________________________
 BX1976  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX1976
 BX1976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1976
 BX1976.The horizontal coordinates were scaled from a topographic map and have
 BX1976.an estimated accuracy of +/- 6 seconds.
 BX1976
 BX1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1976.The vertical order pertains to the NGVD 29 superseded value.
 BX1976
 BX1976.The geoid height was determined by GEOID03.
 BX1976
 BX1976;                    North         East    Units  Estimated Accuracy
 BX1976;SPC LA N     -    93,190.      913,220.      MT  (+/- 180 meters Scaled)
 BX1976
 BX1976                          SUPERSEDED SURVEY CONTROL
 BX1976
 BX1976  NGVD 29 (??/??/??)  103.862  (m)          340.75   (f) ADJUSTED    2 0
 BX1976
 BX1976.Superseded values are not recommended for survey control.
 BX1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1976.See file dsdata.txt to determine how the superseded data were derived.
 BX1976
 BX1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ608670(NAD 83)
 BX1976_MARKER: DB = BENCH MARK DISK
 BX1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1976_STAMPING: Q 28 1935
 BX1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1976+STABILITY: SURFACE MOTION
 BX1976
 BX1976  HISTORY     - Date     Condition        Report By
 BX1976  HISTORY     - 1935     MONUMENTED       CGS
 BX1976  HISTORY     - 1962     POOR             CGS
 BX1976  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1976  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1976
 BX1976                          STATION DESCRIPTION
 BX1976
 BX1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1976'1.1 MI NW FROM HORNBECK.
 BX1976'1.1 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1976'STATION AT HORNBECK, VERNON PARISH, 150 YARDS NORTHWEST OF MILEPOST
 BX1976'651, AT A ROAD CROSSING, 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 BX1976'AND 42 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 BX1976'DISK, STAMPED Q 28 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 BX1976'DEFINITELY LEANING--HAS BEEN HIT HARD-- NOT USABLE.
 BX1976
 BX1976                          STATION RECOVERY (1994)
 BX1976
 BX1976'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1976'MARK NOT FOUND.
 BX1976
 BX1976                          STATION RECOVERY (2001)
 BX1976
 BX1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1976'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0522 ***********************************************************************
 AT0522  DESIGNATION -  Q 280
 AT0522  PID         -  AT0522
 AT0522  STATE/COUNTY-  LA/PLAQUEMINES
 AT0522  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT0522
 AT0522                         *CURRENT SURVEY CONTROL
 AT0522  ___________________________________________________________________
 AT0522* NAD 83(1986)-  28 59 03.     (N)    089 08 38.     (W)     SCALED    
 AT0522* NAVD 88     -         0.797  (meters)       2.61   (feet)  READJUSTED
 AT0522  ___________________________________________________________________
 AT0522  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT0522  DYNAMIC HT  -           0.800 (meters)       2.62  (feet)  COMP
 AT0522  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AT0522
 AT0522  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0522
 AT0522.The horizontal coordinates were scaled from a topographic map and have
 AT0522.an estimated accuracy of +/- 6 seconds.
 AT0522
 AT0522.The orthometric height was determined by differential leveling
 AT0522.and adjusted by the National Geodetic Survey in February 1994..
 AT0522.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0522.distribution rate of 0.0 thru 1.0 mm/km.
 AT0522.The height was derived from older observations constrained to new
 AT0522.heights in a crustal motion area.  The height is approximate in
 AT0522.relation to other heights in its vicinity.
 AT0522
 AT0522.The geoid height was determined by GEOID03.
 AT0522
 AT0522.The dynamic height is computed by dividing the NAVD 88
 AT0522.geopotential number by the normal gravity value computed on the
 AT0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0522.degrees latitude (g = 980.6199 gals.).
 AT0522
 AT0522.The modeled gravity was interpolated from observed gravity values.
 AT0522
 AT0522;                    North         East    Units  Estimated Accuracy
 AT0522;SPC LA S     -    55,710.    1,213,370.      MT  (+/- 180 meters Scaled)
 AT0522
 AT0522                          SUPERSEDED SURVEY CONTROL
 AT0522
 AT0522  NGVD 29 (??/??/??)    0.877  (m)            2.88   (f) ADJUSTED    1 1
 AT0522
 AT0522.Superseded values are not recommended for survey control.
 AT0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0522.See file dsdata.txt to determine how the superseded data were derived.
 AT0522
 AT0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT911081(NAD 83)
 AT0522_MARKER: DB = BENCH MARK DISK
 AT0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0522_SP_SET: 48 FEET
 AT0522_STAMPING: Q 280 1971
 AT0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0522
 AT0522  HISTORY     - Date     Condition        Report By
 AT0522  HISTORY     - 1971     MONUMENTED       NGS
 AT0522  HISTORY     - 1980     MARK NOT FOUND   NGS
 AT0522  HISTORY     - 19800924 MARK NOT FOUND   NGS
 AT0522
 AT0522                          STATION DESCRIPTION
 AT0522
 AT0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0522'2.7 MI SE FROM PORT EADS.
 AT0522'ABOUT 2.7 MILES SOUTHEAST ALONG THE SOUTHWEST BANK OF SOUTH PASS FROM
 AT0522'THE LIGHTHOUSE AT PORT EADS, NEAR A US COAST GUARD STATION, 160.0 FEET
 AT0522'SOUTH OF THE SOUTHEAST CORNER OF THE US COAST GUARD QUARTERS, 32.3
 AT0522'FEET WEST OF THE SOUTHWEST CORNER OF A SMALL BUILDING, 7 FEET NORTH OF
 AT0522'THE NORTH EDGE OF A WOODEN WALKWAY, AND IS A DISK ON THE TOP OF A
 AT0522'COPPER COATED STEEL ROD PROJECTING 18 INCHES ABOVE THE LEVEL OF THE
 AT0522'GROUND AND PROTECTED BY A CREOSOTED WOODEN WITNESS POST, ENCASED IN A
 AT0522'4 INCH PLASTIC PIPE WHICH PROJECTS 18 INCHES ABOVE THE LEVEL OF THE
 AT0522'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 AT0522
 AT0522                          STATION RECOVERY (1980)
 AT0522
 AT0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AT0522'THE DISTANCE FROM
 AT0522'THE REFERENCE POINT WERE CHECKED AND A HOLE SEVERAL FEET BELOW WATER
 AT0522'LEVEL WAS DUG WITHOUT ANY SIGNS OF THE MARK OR THE FOUR CREOSOTED
 AT0522'WOODEN WITNESS POST THAT WERE MENTIONED IN THE PREVIOUS DESCRIPTION.
 AT0522
 AT0522                          STATION RECOVERY (1980)
 AT0522
 AT0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AT0522'THIS MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.  THE DISTANCE FROM
 AT0522'THE REFERENCE POINT WERE CHECKED AND A HOLE SEVERAL FEET BELOW WATER
 AT0522'LEVEL WAS DUG WITHOUT ANY SIGNS OF THE MARK OR THE FOUR CREOSOTED
 AT0522'WOODEN WITNESS POST THAT WERE MENTIONED IN THE PREVIOUS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0513 ***********************************************************************
 AT0513  DESIGNATION -  Q 281
 AT0513  PID         -  AT0513
 AT0513  STATE/COUNTY-  LA/PLAQUEMINES
 AT0513  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0513
 AT0513                         *CURRENT SURVEY CONTROL
 AT0513  ___________________________________________________________________
 AT0513* NAD 83(1986)-  28 56 15.     (N)    089 23 59.     (W)     SCALED    
 AT0513* NAVD 88     -         1.044  (meters)       3.43   (feet)  READJUSTED
 AT0513  ___________________________________________________________________
 AT0513  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AT0513  DYNAMIC HT  -           1.040 (meters)       3.41  (feet)  COMP
 AT0513  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 AT0513
 AT0513  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0513
 AT0513.The horizontal coordinates were scaled from a topographic map and have
 AT0513.an estimated accuracy of +/- 6 seconds.
 AT0513
 AT0513.The orthometric height was determined by differential leveling
 AT0513.and adjusted by the National Geodetic Survey in February 1994..
 AT0513.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0513.distribution rate of 0.0 thru 1.0 mm/km.
 AT0513.The height was derived from older observations constrained to new
 AT0513.heights in a crustal motion area.  The height is approximate in
 AT0513.relation to other heights in its vicinity.
 AT0513
 AT0513.The geoid height was determined by GEOID03.
 AT0513
 AT0513.The dynamic height is computed by dividing the NAVD 88
 AT0513.geopotential number by the normal gravity value computed on the
 AT0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0513.degrees latitude (g = 980.6199 gals.).
 AT0513
 AT0513.The modeled gravity was interpolated from observed gravity values.
 AT0513
 AT0513;                    North         East    Units  Estimated Accuracy
 AT0513;SPC LA S     -    50,090.    1,188,530.      MT  (+/- 180 meters Scaled)
 AT0513
 AT0513                          SUPERSEDED SURVEY CONTROL
 AT0513
 AT0513  NGVD 29 (??/??/??)    0.989  (m)            3.24   (f) ADJUSTED    1 1
 AT0513
 AT0513.Superseded values are not recommended for survey control.
 AT0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0513.See file dsdata.txt to determine how the superseded data were derived.
 AT0513
 AT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT660034(NAD 83)
 AT0513_MARKER: DB = BENCH MARK DISK
 AT0513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0513_SP_SET: 96 FEET
 AT0513_STAMPING: Q 281 1971
 AT0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0513
 AT0513  HISTORY     - Date     Condition        Report By
 AT0513  HISTORY     - 1971     MONUMENTED       NGS
 AT0513  HISTORY     - 1976     GOOD             NGS
 AT0513  HISTORY     - 1977     GOOD             NGS
 AT0513
 AT0513                          STATION DESCRIPTION
 AT0513
 AT0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0513'2.0 MI SW FROM BURRWOOD.
 AT0513'ABOUT 2.0 MILES SOUTHWEST ALONG SOUTHWEST PASS FROM THE OLD LIGHTHOUSE
 AT0513'AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS, 0.2 MILE EAST OF A
 AT0513'CHANNEL LIGHT WHICH BEARS A NUMBER 6, 52 YARDS SOUTHEAST OF THE
 AT0513'SOUTHEAST BANK OF THE PASS, 20 FEET SOUTHEAST OF A TELEPHONE POLE, 0.2
 AT0513'MILE SOUTH OF MILEPOST 17, AND ON THE TOP OF A COPPER COATED ROD THAT
 AT0513'PROJECTS 18 INCHES AND IS ENCASED IN A 4-INCH PLASTIC PIPE WHICH
 AT0513'PROJECTS 18 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 96 FEET, AND IS
 AT0513'PROTECTED BY 3 CREOSOTED WOODEN POSTS WITH WITNESS SIGN ATTACHED TO
 AT0513'THE NORTHWEST POST.
 AT0513
 AT0513                          STATION RECOVERY (1976)
 AT0513
 AT0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AT0513'RECOVERED IN GOOD CONDITION.
 AT0513
 AT0513                          STATION RECOVERY (1977)
 AT0513
 AT0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AT0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0514 ***********************************************************************
 AT0514  DESIGNATION -  Q 281 USE RESET 1976
 AT0514  PID         -  AT0514
 AT0514  STATE/COUNTY-  LA/PLAQUEMINES
 AT0514  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0514
 AT0514                         *CURRENT SURVEY CONTROL
 AT0514  ___________________________________________________________________
 AT0514* NAD 83(1986)-  28 56 10.     (N)    089 24 06.     (W)     SCALED    
 AT0514* NAVD 88     -         2.30   (+/-2cm)       7.5    (feet)  VERTCON   
 AT0514  ___________________________________________________________________
 AT0514  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AT0514
 AT0514  VERT ORDER  -  SECOND    CLASS I (See Below)
 AT0514
 AT0514.The horizontal coordinates were scaled from a topographic map and have
 AT0514.an estimated accuracy of +/- 6 seconds.
 AT0514
 AT0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0514.The vertical order pertains to the NGVD 29 superseded value.
 AT0514
 AT0514.The geoid height was determined by GEOID03.
 AT0514
 AT0514;                    North         East    Units  Estimated Accuracy
 AT0514;SPC LA S     -    49,930.    1,188,340.      MT  (+/- 180 meters Scaled)
 AT0514
 AT0514                          SUPERSEDED SURVEY CONTROL
 AT0514
 AT0514  NGVD 29 (??/??/??)    2.364  (m)            7.76   (f) ADJUSTED    2 1
 AT0514
 AT0514.Superseded values are not recommended for survey control.
 AT0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0514.See file dsdata.txt to determine how the superseded data were derived.
 AT0514
 AT0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT658032(NAD 83)
 AT0514_MARKER: DB = BENCH MARK DISK
 AT0514_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0514_SP_SET: 62 FEET
 AT0514_STAMPING: Q 281 RESET 1976
 AT0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0514
 AT0514  HISTORY     - Date     Condition        Report By
 AT0514  HISTORY     - 1976     MONUMENTED       USE
 AT0514  HISTORY     - 1976     GOOD             NGS
 AT0514  HISTORY     - 1977     GOOD             NGS
 AT0514
 AT0514                          STATION DESCRIPTION
 AT0514
 AT0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0514'2.0 MI SE FROM BURRWOOD.
 AT0514'LOCATED ABOUT 2.0 MILES SOUTHEAST OF THE OLD LIGHTHOUSE AT BURRWOOD
 AT0514'17.3 MILES SOUTHWEST ALONG SOUTHWEST PASS FROM THE HEAD OF THE PASSES,
 AT0514'ON THE SOUTHEAST SHORE OF THE PASS DIRECTLY UNDER TOWER NO. 26, 120
 AT0514'FEET LANDSIDE OF THE TOP OF THE BANK, AND 60 FEET LANDSIDE OF A SAND
 AT0514'RETAINING DIKE.  IT IS AN NGS DISK BRAZED ON A COPPERWELD ROD DRIVEN
 AT0514'TO THE DEPTH OF 62 FEET, ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING 3
 AT0514'FEET.  Q 281 WAS LEFT INTACT.
 AT0514
 AT0514                          STATION RECOVERY (1977)
 AT0514
 AT0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AT0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0232 ***********************************************************************
 BJ0232  DESIGNATION -  Q 282
 BJ0232  PID         -  BJ0232
 BJ0232  STATE/COUNTY-  LA/ST LANDRY
 BJ0232  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0232
 BJ0232                         *CURRENT SURVEY CONTROL
 BJ0232  ___________________________________________________________________
 BJ0232* NAD 83(1986)-  30 33 07.     (N)    091 45 25.     (W)     SCALED    
 BJ0232* NAVD 88     -         7.533  (meters)      24.71   (feet)  ADJUSTED  
 BJ0232  ___________________________________________________________________
 BJ0232  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0232  DYNAMIC HT  -           7.523 (meters)      24.68  (feet)  COMP
 BJ0232  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ0232
 BJ0232  VERT ORDER  -  FIRST     CLASS I
 BJ0232
 BJ0232.The horizontal coordinates were scaled from a topographic map and have
 BJ0232.an estimated accuracy of +/- 6 seconds.
 BJ0232
 BJ0232.The orthometric height was determined by differential leveling
 BJ0232.and adjusted by the National Geodetic Survey in February 1994..
 BJ0232
 BJ0232.The geoid height was determined by GEOID03.
 BJ0232
 BJ0232.The dynamic height is computed by dividing the NAVD 88
 BJ0232.geopotential number by the normal gravity value computed on the
 BJ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0232.degrees latitude (g = 980.6199 gals.).
 BJ0232
 BJ0232.The modeled gravity was interpolated from observed gravity values.
 BJ0232
 BJ0232;                    North         East    Units  Estimated Accuracy
 BJ0232;SPC LA S     -   227,530.      959,360.      MT  (+/- 180 meters Scaled)
 BJ0232
 BJ0232                          SUPERSEDED SURVEY CONTROL
 BJ0232
 BJ0232  NAVD 88 (06/15/91)    7.580  (m)           24.87   (f) UNKNOWN     1 1
 BJ0232  NGVD 29 (??/??/??)    7.551  (m)           24.77   (f) ADJUSTED    1 1
 BJ0232
 BJ0232.Superseded values are not recommended for survey control.
 BJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0232.See file dsdata.txt to determine how the superseded data were derived.
 BJ0232
 BJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP192806(NAD 83)
 BJ0232_MARKER: DB = BENCH MARK DISK
 BJ0232_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0232+WITH SETTING: INTO GROUND
 BJ0232_SP_SET: METAL ROD WITH BASE PLATE
 BJ0232_STAMPING: Q 282 1976
 BJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0232+STABILITY: SURFACE MOTION
 BJ0232
 BJ0232  HISTORY     - Date     Condition        Report By
 BJ0232  HISTORY     - 1976     MONUMENTED       NGS
 BJ0232
 BJ0232                          STATION DESCRIPTION
 BJ0232
 BJ0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0232'1.2 MI NORTH FROM KROTZ SPRINGS.
 BJ0232'1.2 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE, AT THE
 BJ0232'CROSSING OF A HIGH PRESSURE GAS LINE, 50 FT WEST OF THE CENTER LINE
 BJ0232'OF THE HIGHWAY, 1.9 FT SOUTHEAST OF THE NORTHEAST CORNER OF A CHAIN
 BJ0232'LINK FENCE AROUND SEVERAL PIPE LINE CHECK VALVES,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0573 ***********************************************************************
 BJ0573  DESIGNATION -  Q 283
 BJ0573  PID         -  BJ0573
 BJ0573  STATE/COUNTY-  LA/IBERVILLE
 BJ0573  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0573
 BJ0573                         *CURRENT SURVEY CONTROL
 BJ0573  ___________________________________________________________________
 BJ0573* NAD 83(1986)-  30 18 52.     (N)    091 13 37.     (W)     SCALED    
 BJ0573* NAVD 88     -         9.011  (meters)      29.56   (feet)  ADJUSTED  
 BJ0573  ___________________________________________________________________
 BJ0573  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0573  DYNAMIC HT  -           8.999 (meters)      29.52  (feet)  COMP
 BJ0573  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 BJ0573
 BJ0573  VERT ORDER  -  FIRST     CLASS I
 BJ0573
 BJ0573.The horizontal coordinates were scaled from a topographic map and have
 BJ0573.an estimated accuracy of +/- 6 seconds.
 BJ0573
 BJ0573.The orthometric height was determined by differential leveling
 BJ0573.and adjusted by the National Geodetic Survey in February 1994..
 BJ0573
 BJ0573.The geoid height was determined by GEOID03.
 BJ0573
 BJ0573.The dynamic height is computed by dividing the NAVD 88
 BJ0573.geopotential number by the normal gravity value computed on the
 BJ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0573.degrees latitude (g = 980.6199 gals.).
 BJ0573
 BJ0573.The modeled gravity was interpolated from observed gravity values.
 BJ0573
 BJ0573;                    North         East    Units  Estimated Accuracy
 BJ0573;SPC LA S     -   201,130.    1,010,230.      MT  (+/- 180 meters Scaled)
 BJ0573
 BJ0573                          SUPERSEDED SURVEY CONTROL
 BJ0573
 BJ0573  NGVD 29 (??/??/??)    9.017  (m)           29.58   (f) ADJUSTED    1 1
 BJ0573
 BJ0573.Superseded values are not recommended for survey control.
 BJ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0573.See file dsdata.txt to determine how the superseded data were derived.
 BJ0573
 BJ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP704549(NAD 83)
 BJ0573_MARKER: DB = BENCH MARK DISK
 BJ0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0573_SP_SET: BRIDGE
 BJ0573_STAMPING: Q 283 1976
 BJ0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0573
 BJ0573  HISTORY     - Date     Condition        Report By
 BJ0573  HISTORY     - 1976     MONUMENTED       NGS
 BJ0573
 BJ0573                          STATION DESCRIPTION
 BJ0573
 BJ0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0573'1.8 MI NORTH FROM PLAQUEMINE.
 BJ0573'1.8 MILES NORTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0573'HIGHWAY 1 AT A BRIDGE OVER A PIPE LINE, 16 FT. SOUTHEAST OF THE
 BJ0573'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 BJ0573'EAST CONCRETE WING WALL OF THE BRIDGE, 1.0 FT. EAST OF THE NORTHEAST
 BJ0573'END OF THE SOUTHEAST PIPE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0428 ***********************************************************************
 BJ0428  DESIGNATION -  Q 284
 BJ0428  PID         -  BJ0428
 BJ0428  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0428  USGS QUAD   -  PORT HUDSON (1994)
 BJ0428
 BJ0428                         *CURRENT SURVEY CONTROL
 BJ0428  ___________________________________________________________________
 BJ0428* NAD 83(1986)-  30 44 49.     (N)    091 21 42.     (W)     SCALED    
 BJ0428* NAVD 88     -        12.001  (meters)      39.37   (feet)  ADJUSTED  
 BJ0428  ___________________________________________________________________
 BJ0428  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0428  DYNAMIC HT  -          11.985 (meters)      39.32  (feet)  COMP
 BJ0428  MODELED GRAV-     979,359.0   (mgal)                       NAVD 88
 BJ0428
 BJ0428  VERT ORDER  -  FIRST     CLASS I
 BJ0428
 BJ0428.The horizontal coordinates were scaled from a topographic map and have
 BJ0428.an estimated accuracy of +/- 6 seconds.
 BJ0428
 BJ0428.The orthometric height was determined by differential leveling
 BJ0428.and adjusted by the National Geodetic Survey in February 1994..
 BJ0428
 BJ0428.The geoid height was determined by GEOID03.
 BJ0428
 BJ0428.The dynamic height is computed by dividing the NAVD 88
 BJ0428.geopotential number by the normal gravity value computed on the
 BJ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0428.degrees latitude (g = 980.6199 gals.).
 BJ0428
 BJ0428.The modeled gravity was interpolated from observed gravity values.
 BJ0428
 BJ0428;                    North         East    Units  Estimated Accuracy
 BJ0428;SPC LA S     -   249,070.      997,290.      MT  (+/- 180 meters Scaled)
 BJ0428
 BJ0428                          SUPERSEDED SURVEY CONTROL
 BJ0428
 BJ0428  NGVD 29 (??/??/??)   11.986  (m)           39.32   (f) ADJUSTED    1 1
 BJ0428
 BJ0428.Superseded values are not recommended for survey control.
 BJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0428.See file dsdata.txt to determine how the superseded data were derived.
 BJ0428
 BJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ568027(NAD 83)
 BJ0428_MARKER: DB = BENCH MARK DISK
 BJ0428_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0428+WITH SETTING: INTO GROUND
 BJ0428_SP_SET: METAL ROD WITH BASE PLATE
 BJ0428_STAMPING: Q 284 1976
 BJ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0428+STABILITY: SURFACE MOTION
 BJ0428
 BJ0428  HISTORY     - Date     Condition        Report By
 BJ0428  HISTORY     - 1976     MONUMENTED       NGS
 BJ0428
 BJ0428                          STATION DESCRIPTION
 BJ0428
 BJ0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0428'4.5 MI SOUTH FROM ST FRANCISVILLE.
 BJ0428'1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BJ0428'AT ST. FRANCISVILLE, THENCE 2.7 MILES SOUTHEAST ALONG A DIRT ROAD
 BJ0428'BY THE NORTHEAST BANK OF THE MISSISSIPPI RIVER, 64 FT EAST OF THE
 BJ0428'EAST BIVER BANK, 38.5 FT EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0178 ***********************************************************************
 BJ0178  DESIGNATION -  Q 284 X
 BJ0178  PID         -  BJ0178
 BJ0178  STATE/COUNTY-  LA/AVOYELLES
 BJ0178  USGS QUAD   -  SIMMESPORT (1969)
 BJ0178
 BJ0178                         *CURRENT SURVEY CONTROL
 BJ0178  ___________________________________________________________________
 BJ0178* NAD 83(1986)-  30 55 05.     (N)    091 48 41.     (W)     SCALED    
 BJ0178* NAVD 88     -        13.500  (meters)      44.29   (feet)  ADJUSTED  
 BJ0178  ___________________________________________________________________
 BJ0178  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0178  DYNAMIC HT  -          13.483 (meters)      44.24  (feet)  COMP
 BJ0178  MODELED GRAV-     979,382.3   (mgal)                       NAVD 88
 BJ0178
 BJ0178  VERT ORDER  -  FIRST     CLASS I
 BJ0178
 BJ0178.The horizontal coordinates were scaled from a topographic map and have
 BJ0178.an estimated accuracy of +/- 6 seconds.
 BJ0178
 BJ0178.The orthometric height was determined by differential leveling
 BJ0178.and adjusted by the National Geodetic Survey in February 1994..
 BJ0178
 BJ0178.The geoid height was determined by GEOID03.
 BJ0178
 BJ0178.The dynamic height is computed by dividing the NAVD 88
 BJ0178.geopotential number by the normal gravity value computed on the
 BJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0178.degrees latitude (g = 980.6199 gals.).
 BJ0178
 BJ0178.The modeled gravity was interpolated from observed gravity values.
 BJ0178
 BJ0178;                    North         East    Units  Estimated Accuracy
 BJ0178;SPC LA N     -    46,560.    1,065,830.      MT  (+/- 180 meters Scaled)
 BJ0178
 BJ0178                          SUPERSEDED SURVEY CONTROL
 BJ0178
 BJ0178  NAVD 88 (06/15/91)   13.529  (m)           44.39   (f) UNKNOWN     1 1
 BJ0178  NGVD 29 (??/??/??)   13.483  (m)           44.24   (f) ADJUSTED    1 1
 BJ0178
 BJ0178.Superseded values are not recommended for survey control.
 BJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0178.See file dsdata.txt to determine how the superseded data were derived.
 BJ0178
 BJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ135211(NAD 83)
 BJ0178_MARKER: DB = BENCH MARK DISK
 BJ0178_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0178+WITH SETTING: INTO GROUND
 BJ0178_SP_SET: METAL ROD WITH BASE PLATE
 BJ0178_STAMPING: Q 284 X 1976
 BJ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0178+STABILITY: SURFACE MOTION
 BJ0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0178+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BJ0178
 BJ0178  HISTORY     - Date     Condition        Report By
 BJ0178  HISTORY     - 1976     MONUMENTED       NGS
 BJ0178  HISTORY     - 20040122 GOOD             USPSQD
 BJ0178  HISTORY     - 20050317 GOOD             USPSQD
 BJ0178
 BJ0178                          STATION DESCRIPTION
 BJ0178
 BJ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0178'3.9 MI SOUTH FROM SIMMESPORT.
 BJ0178'3.9 MILES SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0178'SCHOOL, AT ODENBURG 0.15 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY
 BJ0178'1183, 40.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 89.5 FT NORTH OF
 BJ0178'THE CENTER LINE OF A PRIVATE DRIVEWAY TO A BRICK HOUSE, 3.9 FT NORTH O
 BJ0178'A BURIED TELEPHONE CABLE JUNCTION BOX NUMBER 2-61, 0.9 FT EAST OF A
 BJ0178'FENCE
 BJ0178
 BJ0178                          STATION RECOVERY (2004)
 BJ0178
 BJ0178'RECOVERY NOTE BY US POWER SQUADRON 2004 (CL)
 BJ0178'RECOVERED IN GOOD CONDITION.
 BJ0178
 BJ0178                          STATION RECOVERY (2005)
 BJ0178
 BJ0178'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0178'BRICK HOUSE HAS BEEN REPLACED WITH A TRAILEER HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0875 ***********************************************************************
 BJ0875  DESIGNATION -  Q 286
 BJ0875  PID         -  BJ0875
 BJ0875  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0875  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0875
 BJ0875                         *CURRENT SURVEY CONTROL
 BJ0875  ___________________________________________________________________
 BJ0875* NAD 83(1986)-  30 27 54.     (N)    090 59 28.     (W)     SCALED    
 BJ0875* NAVD 88     -        13.139  (meters)      43.11   (feet)  ADJUSTED  
 BJ0875  ___________________________________________________________________
 BJ0875  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0875  DYNAMIC HT  -          13.122 (meters)      43.05  (feet)  COMP
 BJ0875  MODELED GRAV-     979,341.2   (mgal)                       NAVD 88
 BJ0875
 BJ0875  VERT ORDER  -  FIRST     CLASS I
 BJ0875
 BJ0875.The horizontal coordinates were scaled from a topographic map and have
 BJ0875.an estimated accuracy of +/- 6 seconds.
 BJ0875
 BJ0875.The orthometric height was determined by differential leveling
 BJ0875.and adjusted by the National Geodetic Survey in February 1994..
 BJ0875
 BJ0875.The geoid height was determined by GEOID03.
 BJ0875
 BJ0875.The dynamic height is computed by dividing the NAVD 88
 BJ0875.geopotential number by the normal gravity value computed on the
 BJ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0875.degrees latitude (g = 980.6199 gals.).
 BJ0875
 BJ0875.The modeled gravity was interpolated from observed gravity values.
 BJ0875
 BJ0875;                    North         East    Units  Estimated Accuracy
 BJ0875;SPC LA S     -   217,860.    1,032,860.      MT  (+/- 180 meters Scaled)
 BJ0875
 BJ0875                          SUPERSEDED SURVEY CONTROL
 BJ0875
 BJ0875  NAVD 88 (06/15/91)   13.194  (m)           43.29   (f) UNKNOWN     1 1
 BJ0875  NGVD 29 (??/??/??)   13.167  (m)           43.20   (f) ADJUSTED    1 1
 BJ0875
 BJ0875.Superseded values are not recommended for survey control.
 BJ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0875.See file dsdata.txt to determine how the superseded data were derived.
 BJ0875
 BJ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP928720(NAD 83)
 BJ0875_MARKER: DB = BENCH MARK DISK
 BJ0875_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0875_SP_SET: BRIDGE ABUTMENT
 BJ0875_STAMPING: Q 286 1976
 BJ0875_MARK LOGO: NGS   
 BJ0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0875+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 BJ0875
 BJ0875  HISTORY     - Date     Condition        Report By
 BJ0875  HISTORY     - 1976     MONUMENTED       NGS
 BJ0875  HISTORY     - 1983     GOOD             LADTD
 BJ0875  HISTORY     - 1987     GOOD             LA-033
 BJ0875  HISTORY     - 20050714 GOOD             SJB
 BJ0875
 BJ0875                          STATION DESCRIPTION
 BJ0875
 BJ0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0875'2.6 MI SW FROM DENHAM SPRINGS.
 BJ0875'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0875'RANGE AVENUE, AT THE WEST END OF THE SOUTH ONE OF TWO BRIDGES OVER
 BJ0875'THE AMITE RIVER, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 BJ0875'ABUTMENT OF THE EAST BOUND HIGHWAY LANES BRIDGE, 17 FT NORTH OF THE
 BJ0875'CENTER LINE OF THE EAST BOUND HIGHWAY LANES, 4.0 FT SOUTH OF THE
 BJ0875'NORTH END OF THE ABUTMENT.
 BJ0875
 BJ0875                          STATION RECOVERY (1983)
 BJ0875
 BJ0875'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0875'RECOVERED IN GOOD CONDITION.
 BJ0875
 BJ0875                          STATION RECOVERY (1987)
 BJ0875
 BJ0875'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0875'RECOVERED A DESCRIBED.
 BJ0875
 BJ0875                          STATION RECOVERY (2005)
 BJ0875
 BJ0875'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ0875'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0555 ***********************************************************************
 BJ0555  DESIGNATION -  Q 287
 BJ0555  PID         -  BJ0555
 BJ0555  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0555  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0555
 BJ0555                         *CURRENT SURVEY CONTROL
 BJ0555  ___________________________________________________________________
 BJ0555* NAD 83(1986)-  30 28 06.     (N)    091 11 19.     (W)     SCALED    
 BJ0555* NAVD 88     -        16.332  (meters)      53.58   (feet)  ADJUSTED  
 BJ0555  ___________________________________________________________________
 BJ0555  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0555  DYNAMIC HT  -          16.310 (meters)      53.51  (feet)  COMP
 BJ0555  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ0555
 BJ0555  VERT ORDER  -  FIRST     CLASS I
 BJ0555
 BJ0555.The horizontal coordinates were scaled from a topographic map and have
 BJ0555.an estimated accuracy of +/- 6 seconds.
 BJ0555
 BJ0555.The orthometric height was determined by differential leveling
 BJ0555.and adjusted by the National Geodetic Survey in February 1994..
 BJ0555
 BJ0555.The geoid height was determined by GEOID03.
 BJ0555
 BJ0555.The dynamic height is computed by dividing the NAVD 88
 BJ0555.geopotential number by the normal gravity value computed on the
 BJ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0555.degrees latitude (g = 980.6199 gals.).
 BJ0555
 BJ0555.The modeled gravity was interpolated from observed gravity values.
 BJ0555
 BJ0555;                    North         East    Units  Estimated Accuracy
 BJ0555;SPC LA S     -   218,190.    1,013,900.      MT  (+/- 180 meters Scaled)
 BJ0555
 BJ0555                          SUPERSEDED SURVEY CONTROL
 BJ0555
 BJ0555  NAVD 88 (06/15/91)   16.352  (m)           53.65   (f) UNKNOWN     1 1
 BJ0555  NGVD 29 (??/??/??)   16.318  (m)           53.54   (f) ADJUSTED    1 1
 BJ0555
 BJ0555.Superseded values are not recommended for survey control.
 BJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0555.See file dsdata.txt to determine how the superseded data were derived.
 BJ0555
 BJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP738720(NAD 83)
 BJ0555_MARKER: DB = BENCH MARK DISK
 BJ0555_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0555_SP_SET: COPPER-CLAD STEEL ROD
 BJ0555_STAMPING: Q 287 1976
 BJ0555_MARK LOGO: NGS   
 BJ0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0555
 BJ0555  HISTORY     - Date     Condition        Report By
 BJ0555  HISTORY     - 1976     MONUMENTED       NGS
 BJ0555  HISTORY     - 1987     GOOD             LA-033
 BJ0555
 BJ0555                          STATION DESCRIPTION
 BJ0555
 BJ0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0555'1.4 MI NORTH FROM BATON ROUGE.
 BJ0555'1.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE WEST END
 BJ0555'OF FLORIDA BOULEVARD AT BATON ROUGE, 0.05 MILE SOUTH ALONG RIVERSIDE
 BJ0555'NORTH FROM THE JUNCTION OF CHOCTAW DRIVE, 83.1 FT. EAST OF THE EAST
 BJ0555'RAIL OF THE MAIN TRACK, 39 FT. NORTH OF THE CENTER LINE OF A ROAD
 BJ0555'ACROSS THE TRACKS, 20.3 FT. NORTHWEST OF THE NORTHWEST RAIL OF A
 BJ0555'TRACK LEADING NORTHEAST, 15 FT. WEST OF THE CENTER LINE OF THE WEST
 BJ0555'LANES OF RIVERSIDE NORTH, 1 FT. SOUTH OF A POWER LINE POLE WITH A
 BJ0555'LIGHT AND A GUY WIRE, 11.4 FT. NORTH OF THE NORTHWEST CORNER OF A
 BJ0555'CATCH BASIN.  THE DISK IS 0.4 FT. BELOW THE LEVEL OF THE GROUND.
 BJ0555
 BJ0555                          STATION RECOVERY (1987)
 BJ0555
 BJ0555'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1016 ***********************************************************************
 BJ1016  DESIGNATION -  Q 288
 BJ1016  PID         -  BJ1016
 BJ1016  STATE/COUNTY-  LA/IBERVILLE
 BJ1016  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1016
 BJ1016                         *CURRENT SURVEY CONTROL
 BJ1016  ___________________________________________________________________
 BJ1016* NAD 83(1986)-  30 18 26.     (N)    091 12 12.     (W)     SCALED    
 BJ1016* NAVD 88     -         7.446  (meters)      24.43   (feet)  ADJUSTED  
 BJ1016  ___________________________________________________________________
 BJ1016  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ1016  DYNAMIC HT  -           7.436 (meters)      24.40  (feet)  COMP
 BJ1016  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BJ1016
 BJ1016  VERT ORDER  -  FIRST     CLASS I
 BJ1016
 BJ1016.The horizontal coordinates were scaled from a topographic map and have
 BJ1016.an estimated accuracy of +/- 6 seconds.
 BJ1016
 BJ1016.The orthometric height was determined by differential leveling
 BJ1016.and adjusted by the National Geodetic Survey in February 1994..
 BJ1016
 BJ1016.The geoid height was determined by GEOID03.
 BJ1016
 BJ1016.The dynamic height is computed by dividing the NAVD 88
 BJ1016.geopotential number by the normal gravity value computed on the
 BJ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1016.degrees latitude (g = 980.6199 gals.).
 BJ1016
 BJ1016.The modeled gravity was interpolated from observed gravity values.
 BJ1016
 BJ1016;                    North         East    Units  Estimated Accuracy
 BJ1016;SPC LA S     -   200,330.    1,012,500.      MT  (+/- 180 meters Scaled)
 BJ1016
 BJ1016                          SUPERSEDED SURVEY CONTROL
 BJ1016
 BJ1016  NGVD 29 (??/??/??)    7.488  (m)           24.57   (f) ADJUSTED    1 1
 BJ1016
 BJ1016.Superseded values are not recommended for survey control.
 BJ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1016.See file dsdata.txt to determine how the superseded data were derived.
 BJ1016
 BJ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP727541(NAD 83)
 BJ1016_MARKER: DB = BENCH MARK DISK
 BJ1016_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ1016+WITH SETTING: INTO GROUND
 BJ1016_SP_SET: METAL ROD WITH BASE PLATE
 BJ1016_STAMPING: Q 288 1976
 BJ1016_MARK LOGO: NGS   
 BJ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1016+STABILITY: SURFACE MOTION
 BJ1016
 BJ1016  HISTORY     - Date     Condition        Report By
 BJ1016  HISTORY     - 1976     MONUMENTED       NGS
 BJ1016  HISTORY     - 1986     GOOD             NGS
 BJ1016
 BJ1016                          STATION DESCRIPTION
 BJ1016
 BJ1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ1016'6.55 MI SW FROM BURTVILLE.
 BJ1016'3.2 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1016'STATE HIGHWAY 30, THENCE 3.35 MILE WEST ALONG STATE HIGHWAY 991, 35 FT
 BJ1016'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.7 FT WEST OF POWER POLE
 BJ1016'NUMBER 99, 101.5 FT NORTH OF A 48 INCH PECAN TREE, 91 FT EAST OF THE
 BJ1016'CENTER LINE OF A DRIVE LEADING SOUTH INTO WOODS, DISK IS 0.4 FT
 BJ1016'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW
 BJ1016'PLUG.
 BJ1016
 BJ1016                          STATION RECOVERY (1986)
 BJ1016
 BJ1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1308 ***********************************************************************
 BK1308  DESIGNATION -  Q 29
 BK1308  PID         -  BK1308
 BK1308  STATE/COUNTY-  LA/BEAUREGARD
 BK1308  USGS QUAD   -  ORETTA (1986)
 BK1308
 BK1308                         *CURRENT SURVEY CONTROL
 BK1308  ___________________________________________________________________
 BK1308* NAD 83(1986)-  30 30 39.     (N)    093 26 15.     (W)     SCALED    
 BK1308* NAVD 88     -        23.21   (+/-2cm)      76.1    (feet)  VERTCON   
 BK1308  ___________________________________________________________________
 BK1308  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK1308
 BK1308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1308
 BK1308.The horizontal coordinates were scaled from a topographic map and have
 BK1308.an estimated accuracy of +/- 6 seconds.
 BK1308
 BK1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1308.The vertical order pertains to the NGVD 29 superseded value.
 BK1308
 BK1308.The geoid height was determined by GEOID03.
 BK1308
 BK1308;                    North         East    Units  Estimated Accuracy
 BK1308;SPC LA S     -   224,750.      798,040.      MT  (+/- 180 meters Scaled)
 BK1308
 BK1308                          SUPERSEDED SURVEY CONTROL
 BK1308
 BK1308  NGVD 29 (??/??/??)   23.156  (m)           75.97   (f) ADJUSTED    2 0
 BK1308
 BK1308.Superseded values are not recommended for survey control.
 BK1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1308.See file dsdata.txt to determine how the superseded data were derived.
 BK1308
 BK1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP580754(NAD 83)
 BK1308_MARKER: DB = BENCH MARK DISK
 BK1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1308_SP_SET: CULVERT
 BK1308_STAMPING: Q 29 1935
 BK1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1308+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002
 BK1308
 BK1308  HISTORY     - Date     Condition        Report By
 BK1308  HISTORY     - 1935     MONUMENTED       CGS
 BK1308  HISTORY     - 20021101 GOOD             USPSQD
 BK1308
 BK1308                          STATION DESCRIPTION
 BK1308
 BK1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1308'4.3 MI N FROM DE QUINCY.
 BK1308'IN BEAUREGARD PARISH, 4.3 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1308'RAILWAY FROM DE QUINCY, CALCASIEU PARISH, 50 FEET SOUTH OF MILEPOST
 BK1308'715, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST CORNER OF THE
 BK1308'EAST HEAD WALL, AND 9 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 BK1308'STANDARD DISK, STAMPED Q 29 1935.
 BK1308
 BK1308                          STATION RECOVERY (2002)
 BK1308
 BK1308'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0769 ***********************************************************************
 BJ0769  DESIGNATION -  Q 290
 BJ0769  PID         -  BJ0769
 BJ0769  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0769  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0769
 BJ0769                         *CURRENT SURVEY CONTROL
 BJ0769  ___________________________________________________________________
 BJ0769* NAD 83(1986)-  30 27 48.     (N)    091 12 37.     (W)     SCALED    
 BJ0769* NAVD 88     -         6.054  (meters)      19.86   (feet)  ADJUSTED  
 BJ0769  ___________________________________________________________________
 BJ0769  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0769  DYNAMIC HT  -           6.046 (meters)      19.84  (feet)  COMP
 BJ0769  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BJ0769
 BJ0769  VERT ORDER  -  FIRST     CLASS I
 BJ0769
 BJ0769.The horizontal coordinates were scaled from a topographic map and have
 BJ0769.an estimated accuracy of +/- 6 seconds.
 BJ0769
 BJ0769.The orthometric height was determined by differential leveling
 BJ0769.and adjusted by the National Geodetic Survey in February 1994..
 BJ0769
 BJ0769.The geoid height was determined by GEOID03.
 BJ0769
 BJ0769.The dynamic height is computed by dividing the NAVD 88
 BJ0769.geopotential number by the normal gravity value computed on the
 BJ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0769.degrees latitude (g = 980.6199 gals.).
 BJ0769
 BJ0769.The modeled gravity was interpolated from observed gravity values.
 BJ0769
 BJ0769;                    North         East    Units  Estimated Accuracy
 BJ0769;SPC LA S     -   217,630.    1,011,820.      MT  (+/- 180 meters Scaled)
 BJ0769
 BJ0769                          SUPERSEDED SURVEY CONTROL
 BJ0769
 BJ0769  NGVD 29 (??/??/??)    6.042  (m)           19.82   (f) ADJUSTED    1 1
 BJ0769
 BJ0769.Superseded values are not recommended for survey control.
 BJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0769.See file dsdata.txt to determine how the superseded data were derived.
 BJ0769
 BJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP718714(NAD 83)
 BJ0769_MARKER: DB = BENCH MARK DISK
 BJ0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0769_SP_SET: CULVERT
 BJ0769_STAMPING: Q 290 1976
 BJ0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0769
 BJ0769  HISTORY     - Date     Condition        Report By
 BJ0769  HISTORY     - 1976     MONUMENTED       NGS
 BJ0769
 BJ0769                          STATION DESCRIPTION
 BJ0769
 BJ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0769'IN PORT ALLEN.
 BJ0769'AT PORT ALLEN, AT THE SOUTHEAST CORNER OF THE JUNCTION OF STATE
 BJ0769'HIGHWAY 1 (NORTH ALEXANDER AVENUE) AND ROSEDALE ROAD (STATE HIGHWAY
 BJ0769'986), 72.5 FT EAST OF THE CENTER LINE OF THE EAST HIGHWAY LANES, 24
 BJ0769'FT SOUTH OF THE CENTER LINE OF THE ROAD, 21 FT EAST OF THE CENTER
 BJ0769'LINE OF A FRONTAGE ROAD, IN THE TOP OF THE NORTH END OF THE EAST
 BJ0769'CONCRETE HEAD WALL OF A 36-INCH CONCRETE PIPE CULVERT, 0.5 FT SOUTH
 BJ0769'OF THE NORTH END OF THE HEAD WALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0259 ***********************************************************************
 BJ0259  DESIGNATION -  Q 291
 BJ0259  PID         -  BJ0259
 BJ0259  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0259  USGS QUAD   -  LOTTIE (1994)
 BJ0259
 BJ0259                         *CURRENT SURVEY CONTROL
 BJ0259  ___________________________________________________________________
 BJ0259* NAD 83(1986)-  30 33 26.     (N)    091 39 28.     (W)     SCALED    
 BJ0259* NAVD 88     -         6.985  (meters)      22.92   (feet)  ADJUSTED  
 BJ0259  ___________________________________________________________________
 BJ0259  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0259  DYNAMIC HT  -           6.976 (meters)      22.89  (feet)  COMP
 BJ0259  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ0259
 BJ0259  VERT ORDER  -  FIRST     CLASS I
 BJ0259
 BJ0259.The horizontal coordinates were scaled from a topographic map and have
 BJ0259.an estimated accuracy of +/- 6 seconds.
 BJ0259
 BJ0259.The orthometric height was determined by differential leveling
 BJ0259.and adjusted by the National Geodetic Survey in February 1994..
 BJ0259
 BJ0259.The geoid height was determined by GEOID03.
 BJ0259
 BJ0259.The dynamic height is computed by dividing the NAVD 88
 BJ0259.geopotential number by the normal gravity value computed on the
 BJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0259.degrees latitude (g = 980.6199 gals.).
 BJ0259
 BJ0259.The modeled gravity was interpolated from observed gravity values.
 BJ0259
 BJ0259;                    North         East    Units  Estimated Accuracy
 BJ0259;SPC LA S     -   228,080.      968,870.      MT  (+/- 180 meters Scaled)
 BJ0259
 BJ0259                          SUPERSEDED SURVEY CONTROL
 BJ0259
 BJ0259  NAVD 88 (06/15/91)    7.041  (m)           23.10   (f) UNKNOWN     1 1
 BJ0259  NGVD 29 (??/??/??)    7.005  (m)           22.98   (f) ADJUSTED    1 1
 BJ0259
 BJ0259.Superseded values are not recommended for survey control.
 BJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0259.See file dsdata.txt to determine how the superseded data were derived.
 BJ0259
 BJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP287812(NAD 83)
 BJ0259_MARKER: DB = BENCH MARK DISK
 BJ0259_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0259_SP_SET: COPPER-CLAD STEEL ROD
 BJ0259_STAMPING: Q 291 1976
 BJ0259_MARK LOGO: NGS   
 BJ0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0259
 BJ0259  HISTORY     - Date     Condition        Report By
 BJ0259  HISTORY     - 1976     MONUMENTED       NGS
 BJ0259  HISTORY     - 1986     GOOD             NGS
 BJ0259
 BJ0259                          STATION DESCRIPTION
 BJ0259
 BJ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0259'1.0 MI WEST FROM LOTTIE.
 BJ0259'1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0259'HIGHWAY 81, AT THE JUNCTION OF A LEVEE ROAD, 147 FT NORTH OF THE
 BJ0259'CENTER LINE OF THE NORTH HIGHWAY LANES, 137 FT EAST OF THE CENTER
 BJ0259'LINE OF THE LEVEE ROAD, 179 FT WEST OF THE WEST END OF THE NORTH
 BJ0259'CONCRETE HEAD WALL OF A CULVERT, 2 FT SOUTH OF POWER LINE POLE
 BJ0259'704-128, 5.2 FT EAST OF A FENCE, THE DISK IS 0.6 FT BELOW THE LEVEL
 BJ0259'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0259'SCREW PLUG.
 BJ0259
 BJ0259                          STATION RECOVERY (1986)
 BJ0259
 BJ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0293 ***********************************************************************
 BJ0293  DESIGNATION -  Q 292
 BJ0293  PID         -  BJ0293
 BJ0293  STATE/COUNTY-  LA/IBERVILLE
 BJ0293  USGS QUAD   -  GROSSE TETE SW (1992)
 BJ0293
 BJ0293                         *CURRENT SURVEY CONTROL
 BJ0293  ___________________________________________________________________
 BJ0293* NAD 83(1986)-  30 16 40.     (N)    091 28 46.     (W)     SCALED    
 BJ0293* NAVD 88     -         3.749  (meters)      12.30   (feet)  ADJUSTED  
 BJ0293  ___________________________________________________________________
 BJ0293  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ0293  DYNAMIC HT  -           3.744 (meters)      12.28  (feet)  COMP
 BJ0293  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 BJ0293
 BJ0293  VERT ORDER  -  FIRST     CLASS I
 BJ0293
 BJ0293.The horizontal coordinates were scaled from a topographic map and have
 BJ0293.an estimated accuracy of +/- 6 seconds.
 BJ0293
 BJ0293.The orthometric height was determined by differential leveling
 BJ0293.and adjusted by the National Geodetic Survey in February 1994..
 BJ0293
 BJ0293.The geoid height was determined by GEOID03.
 BJ0293
 BJ0293.The dynamic height is computed by dividing the NAVD 88
 BJ0293.geopotential number by the normal gravity value computed on the
 BJ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0293.degrees latitude (g = 980.6199 gals.).
 BJ0293
 BJ0293.The modeled gravity was interpolated from observed gravity values.
 BJ0293
 BJ0293;                    North         East    Units  Estimated Accuracy
 BJ0293;SPC LA S     -   197,070.      985,940.      MT  (+/- 180 meters Scaled)
 BJ0293
 BJ0293                          SUPERSEDED SURVEY CONTROL
 BJ0293
 BJ0293  NGVD 29 (??/??/??)    3.773  (m)           12.38   (f) ADJUSTED    1 1
 BJ0293
 BJ0293.Superseded values are not recommended for survey control.
 BJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0293.See file dsdata.txt to determine how the superseded data were derived.
 BJ0293
 BJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP462505(NAD 83)
 BJ0293_MARKER: DB = BENCH MARK DISK
 BJ0293_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0293+WITH SETTING: INTO GROUND
 BJ0293_SP_SET: METAL ROD WITH BASE PLATE
 BJ0293_STAMPING: Q 292 1976
 BJ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0293+STABILITY: SURFACE MOTION
 BJ0293
 BJ0293  HISTORY     - Date     Condition        Report By
 BJ0293  HISTORY     - 1976     MONUMENTED       NGS
 BJ0293  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0293
 BJ0293                          STATION DESCRIPTION
 BJ0293
 BJ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0293'9.9 MI SOUTH FROM RAMAH.
 BJ0293'9.9 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0293'FROM THE INTERSTATE HIGHWAY 10 WEST BOUND LANES OVERPASS, AT THE
 BJ0293'NORTHWEST END OF A ROAD TANGENT, 43 FT SOUTHWEST OF THE CENTER LINE
 BJ0293'OF THE ROAD, 1.0 FT SOUTHEAST OF A WITNESS POST, THE DISK IS 0.5 FT
 BJ0293'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0293'4-INCH PLASTIC SCREW PLUG.
 BJ0293
 BJ0293                          STATION RECOVERY (1990)
 BJ0293
 BJ0293'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0070 ***********************************************************************
 AU0070  DESIGNATION -  Q 293
 AU0070  PID         -  AU0070
 AU0070  STATE/COUNTY-  LA/ST MARTIN
 AU0070  USGS QUAD   -  CENTERVILLE NE (1980)
 AU0070
 AU0070                         *CURRENT SURVEY CONTROL
 AU0070  ___________________________________________________________________
 AU0070* NAD 83(1986)-  29 57 47.     (N)    091 15 45.     (W)     SCALED    
 AU0070* NAVD 88     -         1.218  (meters)       4.00   (feet)  ADJUSTED  
 AU0070  ___________________________________________________________________
 AU0070  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AU0070  DYNAMIC HT  -           1.216 (meters)       3.99  (feet)  COMP
 AU0070  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AU0070
 AU0070  VERT ORDER  -  FIRST     CLASS I
 AU0070
 AU0070.The horizontal coordinates were scaled from a topographic map and have
 AU0070.an estimated accuracy of +/- 6 seconds.
 AU0070
 AU0070.The orthometric height was determined by differential leveling
 AU0070.and adjusted by the National Geodetic Survey in February 1994..
 AU0070
 AU0070.The geoid height was determined by GEOID03.
 AU0070
 AU0070.The dynamic height is computed by dividing the NAVD 88
 AU0070.geopotential number by the normal gravity value computed on the
 AU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0070.degrees latitude (g = 980.6199 gals.).
 AU0070
 AU0070.The modeled gravity was interpolated from observed gravity values.
 AU0070
 AU0070;                    North         East    Units  Estimated Accuracy
 AU0070;SPC LA S     -   162,170.    1,006,840.      MT  (+/- 180 meters Scaled)
 AU0070
 AU0070                          SUPERSEDED SURVEY CONTROL
 AU0070
 AU0070  NGVD 29 (??/??/??)    1.271  (m)            4.17   (f) ADJUSTED    1 1
 AU0070
 AU0070.Superseded values are not recommended for survey control.
 AU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0070.See file dsdata.txt to determine how the superseded data were derived.
 AU0070
 AU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP676159(NAD 83)
 AU0070_MARKER: DB = BENCH MARK DISK
 AU0070_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AU0070+WITH SETTING: INTO GROUND
 AU0070_SP_SET: METAL ROD WITH BASE PLATE
 AU0070_STAMPING: Q 293 1976
 AU0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0070+STABILITY: SURFACE MOTION
 AU0070
 AU0070  HISTORY     - Date     Condition        Report By
 AU0070  HISTORY     - 1976     MONUMENTED       NGS
 AU0070  HISTORY     - 20010730 GOOD             NGS
 AU0070
 AU0070                          STATION DESCRIPTION
 AU0070
 AU0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AU0070'5.2 MI NW FROM BELLE RIVER.
 AU0070'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE
 AU0070'SOUTH END OF A DRAWBRIDGE OVER THE BELLE RIVER, 0.55 MILE SOUTH OF
 AU0070'THE IBERIA - ST. MARTIN PARISH LINE SIGN, AT THE CROSSING OF A PIPE
 AU0070'LINE, 28 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 14.5 FT SOUTH OF
 AU0070'THE CENTER OF THE PIPE LINE RIGHT OF WAY, 6 FT NORTH OF THE EXTENDED
 AU0070'CENTER LINE OF A DIRT ROAD TO THE LEVEE. 2.0 FT EAST OF A FENCE, THE
 AU0070'DISK IS 0.4 FT BELOW THE LEVEL OF THE GROUND.
 AU0070
 AU0070                          STATION RECOVERY (2001)
 AU0070
 AU0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AU0070'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0886 ***********************************************************************
 BJ0886  DESIGNATION -  Q 294
 BJ0886  PID         -  BJ0886
 BJ0886  STATE/COUNTY-  LA/LIVINGSTON
 BJ0886  USGS QUAD   -  WALKER (1991)
 BJ0886
 BJ0886                         *CURRENT SURVEY CONTROL
 BJ0886  ___________________________________________________________________
 BJ0886* NAD 83(1986)-  30 29 20.     (N)    090 52 27.     (W)     SCALED    
 BJ0886* NAVD 88     -        13.516  (meters)      44.34   (feet)  ADJUSTED  
 BJ0886  ___________________________________________________________________
 BJ0886  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ0886  DYNAMIC HT  -          13.499 (meters)      44.29  (feet)  COMP
 BJ0886  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ0886
 BJ0886  VERT ORDER  -  FIRST     CLASS I
 BJ0886
 BJ0886.The horizontal coordinates were scaled from a topographic map and have
 BJ0886.an estimated accuracy of +/- 6 seconds.
 BJ0886
 BJ0886.The orthometric height was determined by differential leveling
 BJ0886.and adjusted by the National Geodetic Survey in February 1994..
 BJ0886
 BJ0886.The geoid height was determined by GEOID03.
 BJ0886
 BJ0886.The dynamic height is computed by dividing the NAVD 88
 BJ0886.geopotential number by the normal gravity value computed on the
 BJ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0886.degrees latitude (g = 980.6199 gals.).
 BJ0886
 BJ0886.The modeled gravity was interpolated from observed gravity values.
 BJ0886
 BJ0886;                    North         East    Units  Estimated Accuracy
 BJ0886;SPC LA S     -   220,550.    1,044,080.      MT  (+/- 180 meters Scaled)
 BJ0886
 BJ0886                          SUPERSEDED SURVEY CONTROL
 BJ0886
 BJ0886  NAVD 88 (06/15/91)   13.566  (m)           44.51   (f) UNKNOWN     1 1
 BJ0886  NGVD 29 (??/??/??)   13.539  (m)           44.42   (f) ADJUSTED    1 1
 BJ0886
 BJ0886.Superseded values are not recommended for survey control.
 BJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0886.See file dsdata.txt to determine how the superseded data were derived.
 BJ0886
 BJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP040748(NAD 83)
 BJ0886_MARKER: DB = BENCH MARK DISK
 BJ0886_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0886_SP_SET: COPPER-CLAD STEEL ROD
 BJ0886_STAMPING: Q 294 1976
 BJ0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0886+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ0886
 BJ0886  HISTORY     - Date     Condition        Report By
 BJ0886  HISTORY     - 1976     MONUMENTED       NGS
 BJ0886  HISTORY     - 20060413 GOOD             JCLS
 BJ0886
 BJ0886                          STATION DESCRIPTION
 BJ0886
 BJ0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0886'0.9 MI WEST FROM WALKER.
 BJ0886'0.9 MILES WEST ALONG STATE HIGHWAY 1027 FROM THE JUNCTION OF U.S.
 BJ0886'HIGHWAY 190, 167 FT WEST OF THE ENTRANCE ROAD TO THE LOUISIANA
 BJ0886'DEPARTMENT OF HIGHWAY MAINTENANCE YARD, 62 FT SOUTH OF THE CENTER LINE
 BJ0886'OF THE HIGHWAY, 82.5 FT WEST-SOUTHWEST OF A POWER LINE POLE WITH 2
 BJ0886'TRANSFORMERS, 13.5 FT EAST OF THE NORTHWEST CORNER OF A MESH WIRE
 BJ0886'FENCE, 0.8 FT NORTH OF THE FENCE.  THE DISK IS 0.7 FT BELOW THE
 BJ0886'SURFACE OF THE GROUND.  ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0886'PLASTIC SCREW PLUG.
 BJ0886
 BJ0886                          STATION RECOVERY (2006)
 BJ0886
 BJ0886'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BJ0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0096 ***********************************************************************
 BK0096  DESIGNATION -  Q 30
 BK0096  PID         -  BK0096
 BK0096  STATE/COUNTY-  LA/ST LANDRY
 BK0096  USGS QUAD   -  CHATAIGNIER (1983)
 BK0096
 BK0096                         *CURRENT SURVEY CONTROL
 BK0096  ___________________________________________________________________
 BK0096* NAD 83(1986)-  30 30 34.     (N)    092 17 24.     (W)     SCALED    
 BK0096* NAVD 88     -        17.45   (+/-2cm)      57.3    (feet)  VERTCON   
 BK0096  ___________________________________________________________________
 BK0096  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0096
 BK0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0096
 BK0096.The horizontal coordinates were scaled from a topographic map and have
 BK0096.an estimated accuracy of +/- 6 seconds.
 BK0096
 BK0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0096.The vertical order pertains to the NGVD 29 superseded value.
 BK0096
 BK0096.The geoid height was determined by GEOID03.
 BK0096
 BK0096;                    North         East    Units  Estimated Accuracy
 BK0096;SPC LA S     -   223,120.      908,170.      MT  (+/- 180 meters Scaled)
 BK0096
 BK0096                          SUPERSEDED SURVEY CONTROL
 BK0096
 BK0096  NGVD 29 (??/??/??)   17.408  (m)           57.11   (f) ADJUSTED    2 0
 BK0096
 BK0096.Superseded values are not recommended for survey control.
 BK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0096.See file dsdata.txt to determine how the superseded data were derived.
 BK0096
 BK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP681754(NAD 83)
 BK0096_MARKER: DB = BENCH MARK DISK
 BK0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0096_STAMPING: Q 30 1935
 BK0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0096+STABILITY: SURFACE MOTION
 BK0096
 BK0096  HISTORY     - Date     Condition        Report By
 BK0096  HISTORY     - 1935     MONUMENTED       CGS
 BK0096  HISTORY     - 1981     MARK NOT FOUND   USGS
 BK0096
 BK0096                          STATION DESCRIPTION
 BK0096
 BK0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0096'6.3 MI W FROM LAWTELL.
 BK0096'6.3 MI W OF AND ALONG THE M P R R 42 FEET N OF TRACK.  12 FEET W OF
 BK0096'GATE IN N R/W FENCE.  550 FEET W OF MILEPOST 578.  A FARMERS ROAD
 BK0096'CROSSING AT THIS POINT.
 BK0096
 BK0096                          STATION RECOVERY (1981)
 BK0096
 BK0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BK0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2275 ***********************************************************************
 BX2275  DESIGNATION -  Q 301
 BX2275  PID         -  BX2275
 BX2275  STATE/COUNTY-  LA/RAPIDES
 BX2275  USGS QUAD   -  BOYCE (1992)
 BX2275
 BX2275                         *CURRENT SURVEY CONTROL
 BX2275  ___________________________________________________________________
 BX2275* NAD 83(1986)-  31 22 32.     (N)    092 38 14.     (W)     SCALED    
 BX2275* NAVD 88     -        25.184  (meters)      82.62   (feet)  ADJUSTED  
 BX2275  ___________________________________________________________________
 BX2275  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX2275  DYNAMIC HT  -          25.153 (meters)      82.52  (feet)  COMP
 BX2275  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 BX2275
 BX2275  VERT ORDER  -  FIRST     CLASS I
 BX2275
 BX2275.The horizontal coordinates were scaled from a topographic map and have
 BX2275.an estimated accuracy of +/- 6 seconds.
 BX2275
 BX2275.The orthometric height was determined by differential leveling
 BX2275.and adjusted by the National Geodetic Survey in February 1994..
 BX2275
 BX2275.The geoid height was determined by GEOID03.
 BX2275
 BX2275.The dynamic height is computed by dividing the NAVD 88
 BX2275.geopotential number by the normal gravity value computed on the
 BX2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2275.degrees latitude (g = 980.6199 gals.).
 BX2275
 BX2275.The modeled gravity was interpolated from observed gravity values.
 BX2275
 BX2275;                    North         East    Units  Estimated Accuracy
 BX2275;SPC LA N     -    97,090.      986,950.      MT  (+/- 180 meters Scaled)
 BX2275
 BX2275                          SUPERSEDED SURVEY CONTROL
 BX2275
 BX2275  NAVD 88 (06/15/91)   25.183  (m)           82.62   (f) UNKNOWN     1 1
 BX2275  NGVD 29 (??/??/??)   25.180  (m)           82.61   (f) ADJUSTED    1 1
 BX2275
 BX2275.Superseded values are not recommended for survey control.
 BX2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2275.See file dsdata.txt to determine how the superseded data were derived.
 BX2275
 BX2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ344712(NAD 83)
 BX2275_MARKER: DB = BENCH MARK DISK
 BX2275_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2275+WITH SETTING: INTO GROUND
 BX2275_SP_SET: METAL ROD WITH BASE PLATE
 BX2275_STAMPING: Q 301 1977
 BX2275_MARK LOGO: NGS   
 BX2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2275+STABILITY: SURFACE MOTION
 BX2275
 BX2275  HISTORY     - Date     Condition        Report By
 BX2275  HISTORY     - 1977     MONUMENTED       NGS
 BX2275  HISTORY     - 1987     GOOD             LADTD
 BX2275  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2275
 BX2275                          STATION DESCRIPTION
 BX2275
 BX2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2275'2.4 MI SE FROM BOYCE.
 BX2275'0.15 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 BX2275'BOYCE, THENCE 2.25 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX2275'RAILROAD, 273 FEET NORTH-NORTHEAST OF THE CENTER LINE OF
 BX2275'HIGHWAY 1, 49 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 BX2275'RAIL, 27 FEET EAST-SOUTHEAST OF THE CENTER LINE OF A DIRT
 BX2275'ROAD CROSSING THE TRACKS, 23 FEET NORTH-NORTHEAST OF A
 BX2275'BARBED WIRE FENCE, AND SURROUNDED BY 3 ORANGE WITNESS POSTS.
 BX2275
 BX2275                          STATION RECOVERY (1987)
 BX2275
 BX2275'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BX2275'DUE TO CONSTRUCTION IN THE AREA A NEW BENCH MARK WAS ESTABLISHED.
 BX2275
 BX2275                          STATION RECOVERY (1999)
 BX2275
 BX2275'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3111 ***********************************************************************
 BX3111  DESIGNATION -  Q 301 RESET
 BX3111  PID         -  BX3111
 BX3111  STATE/COUNTY-  LA/RAPIDES
 BX3111  USGS QUAD   -  BOYCE (1992)
 BX3111
 BX3111                         *CURRENT SURVEY CONTROL
 BX3111  ___________________________________________________________________
 BX3111* NAD 83(1986)-  31 22 32.     (N)    092 38 14.     (W)     SCALED    
 BX3111* NAVD 88     -        26.63   (meters)      87.4    (feet)  RESET     
 BX3111  ___________________________________________________________________
 BX3111  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX3111
 BX3111  VERT ORDER  -  THIRD
 BX3111
 BX3111.The horizontal coordinates were scaled from a topographic map and have
 BX3111.an estimated accuracy of +/- 6 seconds.
 BX3111
 BX3111.The orthometric height was computed from unverified reset data.
 BX3111.No vertical observational check was made to the station.
 BX3111
 BX3111.The geoid height was determined by GEOID03.
 BX3111
 BX3111;                    North         East    Units  Estimated Accuracy
 BX3111;SPC LA N     -    97,090.      986,950.      MT  (+/- 180 meters Scaled)
 BX3111
 BX3111                          SUPERSEDED SURVEY CONTROL
 BX3111
 BX3111  NGVD 29 (09/18/05)   26.63   (m)           87.4    (f) RESET       3  
 BX3111
 BX3111.Superseded values are not recommended for survey control.
 BX3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3111.See file dsdata.txt to determine how the superseded data were derived.
 BX3111
 BX3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ344712(NAD 83)
 BX3111_MARKER: DB = BENCH MARK DISK
 BX3111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BX3111_SP_SET: STAINLESS STEEL ROD
 BX3111_STAMPING: Q 301 RESET 1987
 BX3111_MARK LOGO: NGS   
 BX3111_PROJECTION: FLUSH
 BX3111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX3111_ROD/PIPE-DEPTH: 6.1  meters
 BX3111
 BX3111  HISTORY     - Date     Condition        Report By
 BX3111  HISTORY     - 1987     MONUMENTED       LADTD
 BX3111  HISTORY     - 19990424 GOOD             USPSQD
 BX3111
 BX3111                          STATION DESCRIPTION
 BX3111
 BX3111'DESCRIBED BY LA TRANSP AND DEV 1987
 BX3111'3.9 KM (2.4 MI) SE FROM BOYCE.
 BX3111'ABOUT 0.2 KM (0.15 MI) SOUTH ON STATE HIGHWAY 8 FROM THE POST OFFICE
 BX3111'AT BOYCE, THENCE 3.6 KM (2.25 MI) SOUTHEAST ALONG THE TEXAS AND
 BX3111'PACIFIC RAILROAD, 96 METERS (315 FT) NORTHEAST OF THE CENTER OF STATE
 BX3111'HIGHWAY 1, 73 METERS (240 FT) EAST OF THE EAST END OF A WOODEN TRESTLE
 BX3111'AND 3.8 METERS (12.5 FT) SOUTH OF THE CENTER OF THE RAILROAD TRACKS.
 BX3111'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 BX3111'THE MARK IS 0.31 M BELOW THE RAILROAD.
 BX3111
 BX3111                          STATION RECOVERY (1999)
 BX3111
 BX3111'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX3111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2244 ***********************************************************************
 BX2244  DESIGNATION -  Q 302
 BX2244  PID         -  BX2244
 BX2244  STATE/COUNTY-  LA/AVOYELLES
 BX2244  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2244
 BX2244                         *CURRENT SURVEY CONTROL
 BX2244  ___________________________________________________________________
 BX2244* NAD 83(1986)-  31 14 45.     (N)    092 00 52.     (W)     SCALED    
 BX2244* NAVD 88     -        18.245  (meters)      59.86   (feet)  ADJUSTED  
 BX2244  ___________________________________________________________________
 BX2244  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX2244  DYNAMIC HT  -          18.223 (meters)      59.79  (feet)  COMP
 BX2244  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 BX2244
 BX2244  VERT ORDER  -  FIRST     CLASS I
 BX2244
 BX2244.The horizontal coordinates were scaled from a topographic map and have
 BX2244.an estimated accuracy of +/- 6 seconds.
 BX2244
 BX2244.The orthometric height was determined by differential leveling
 BX2244.and adjusted by the National Geodetic Survey in February 1994..
 BX2244
 BX2244.The geoid height was determined by GEOID03.
 BX2244
 BX2244.The dynamic height is computed by dividing the NAVD 88
 BX2244.geopotential number by the normal gravity value computed on the
 BX2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2244.degrees latitude (g = 980.6199 gals.).
 BX2244
 BX2244.The modeled gravity was interpolated from observed gravity values.
 BX2244
 BX2244;                    North         East    Units  Estimated Accuracy
 BX2244;SPC LA N     -    82,800.    1,046,250.      MT  (+/- 180 meters Scaled)
 BX2244
 BX2244                          SUPERSEDED SURVEY CONTROL
 BX2244
 BX2244  NAVD 88 (06/15/91)   18.254  (m)           59.89   (f) UNKNOWN     1 1
 BX2244  NGVD 29 (??/??/??)   18.209  (m)           59.74   (f) ADJUSTED    1 1
 BX2244
 BX2244.Superseded values are not recommended for survey control.
 BX2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2244.See file dsdata.txt to determine how the superseded data were derived.
 BX2244
 BX2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ938572(NAD 83)
 BX2244_MARKER: DB = BENCH MARK DISK
 BX2244_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2244+WITH SETTING: INTO GROUND
 BX2244_SP_SET: METAL ROD WITH BASE PLATE
 BX2244_STAMPING: Q 302 1977
 BX2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2244+STABILITY: SURFACE MOTION
 BX2244
 BX2244  HISTORY     - Date     Condition        Report By
 BX2244  HISTORY     - 1977     MONUMENTED       NGS
 BX2244
 BX2244                          STATION DESCRIPTION
 BX2244
 BX2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2244'13.3 MI NE FROM EFFIE.
 BX2244'13.3 MILES NORTHEAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2244'STATE HIGHWAYS 1196, 107 AND 115 AT EFFIE, 147 FEET SOUTHEAST OF
 BX2244'THE SOUTHEAST CORNER OF A HOUSE, 65 FEET OF THE CENTERLINE OF A
 BX2244'DIRT DRIVEWAY, 25 FEET WEST OF THE CENTER LINE OF HIGHWAY, 2 FEET
 BX2244'NORTH OF A POWERLINE POLE WITH A TRANSFORMER, AND 2 FEET SOUTHWEST
 BX2244'OF A TELEPHONE CABLE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2318 ***********************************************************************
 BX2318  DESIGNATION -  Q 303
 BX2318  PID         -  BX2318
 BX2318  STATE/COUNTY-  LA/NATCHITOCHES
 BX2318  USGS QUAD   -  MONTGOMERY (1993)
 BX2318
 BX2318                         *CURRENT SURVEY CONTROL
 BX2318  ___________________________________________________________________
 BX2318* NAD 83(1986)-  31 41 10.     (N)    092 58 40.     (W)     SCALED    
 BX2318* NAVD 88     -        32.689  (meters)     107.25   (feet)  ADJUSTED  
 BX2318  ___________________________________________________________________
 BX2318  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2318  DYNAMIC HT  -          32.650 (meters)     107.12  (feet)  COMP
 BX2318  MODELED GRAV-     979,446.5   (mgal)                       NAVD 88
 BX2318
 BX2318  VERT ORDER  -  FIRST     CLASS I
 BX2318
 BX2318.The horizontal coordinates were scaled from a topographic map and have
 BX2318.an estimated accuracy of +/- 6 seconds.
 BX2318
 BX2318.The orthometric height was determined by differential leveling
 BX2318.and adjusted by the National Geodetic Survey in February 1994..
 BX2318
 BX2318.The geoid height was determined by GEOID03.
 BX2318
 BX2318.The dynamic height is computed by dividing the NAVD 88
 BX2318.geopotential number by the normal gravity value computed on the
 BX2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2318.degrees latitude (g = 980.6199 gals.).
 BX2318
 BX2318.The modeled gravity was interpolated from observed gravity values.
 BX2318
 BX2318;                    North         East    Units  Estimated Accuracy
 BX2318;SPC LA N     -   131,610.      954,700.      MT  (+/- 180 meters Scaled)
 BX2318
 BX2318                          SUPERSEDED SURVEY CONTROL
 BX2318
 BX2318  NAVD 88 (06/15/91)   32.688  (m)          107.24   (f) UNKNOWN     1 1
 BX2318  NGVD 29 (??/??/??)   32.718  (m)          107.34   (f) ADJUSTED    1 1
 BX2318
 BX2318.Superseded values are not recommended for survey control.
 BX2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2318.See file dsdata.txt to determine how the superseded data were derived.
 BX2318
 BX2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR021056(NAD 83)
 BX2318_MARKER: DB = BENCH MARK DISK
 BX2318_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2318+WITH SETTING: INTO GROUND
 BX2318_SP_SET: METAL ROD WITH BASE PLATE
 BX2318_STAMPING: Q 303 1977
 BX2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2318+STABILITY: SURFACE MOTION
 BX2318
 BX2318  HISTORY     - Date     Condition        Report By
 BX2318  HISTORY     - 1977     MONUMENTED       NGS
 BX2318
 BX2318                          STATION DESCRIPTION
 BX2318
 BX2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2318'19.9 MI NW FROM CLOUTIERVILLE.
 BX2318'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2318'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 12.1 MILES
 BX2318'NORTHWEST ALONG THE LEVEE, 65 FEET SOUTHWEST OF THE CENTER OF THE
 BX2318'LEVEE, 54 FEET SOUTHWEST OF MILEPOST 15, AND 1 FOOT NORTHEAST
 BX2318'OF A FENCE AT THE TOE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2347 ***********************************************************************
 BX2347  DESIGNATION -  Q 304
 BX2347  PID         -  BX2347
 BX2347  STATE/COUNTY-  LA/NATCHITOCHES
 BX2347  USGS QUAD   -  POWHATAN (1992)
 BX2347
 BX2347                         *CURRENT SURVEY CONTROL
 BX2347  ___________________________________________________________________
 BX2347* NAD 83(1986)-  31 51 15.     (N)    093 09 27.     (W)     SCALED    
 BX2347* NAVD 88     -        35.741  (meters)     117.26   (feet)  ADJUSTED  
 BX2347  ___________________________________________________________________
 BX2347  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2347  DYNAMIC HT  -          35.699 (meters)     117.12  (feet)  COMP
 BX2347  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 BX2347
 BX2347  VERT ORDER  -  FIRST     CLASS I
 BX2347
 BX2347.The horizontal coordinates were scaled from a topographic map and have
 BX2347.an estimated accuracy of +/- 6 seconds.
 BX2347
 BX2347.The orthometric height was determined by differential leveling
 BX2347.and adjusted by the National Geodetic Survey in February 1994..
 BX2347
 BX2347.The geoid height was determined by GEOID03.
 BX2347
 BX2347.The dynamic height is computed by dividing the NAVD 88
 BX2347.geopotential number by the normal gravity value computed on the
 BX2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2347.degrees latitude (g = 980.6199 gals.).
 BX2347
 BX2347.The modeled gravity was interpolated from observed gravity values.
 BX2347
 BX2347;                    North         East    Units  Estimated Accuracy
 BX2347;SPC LA N     -   150,330.      937,780.      MT  (+/- 180 meters Scaled)
 BX2347
 BX2347                          SUPERSEDED SURVEY CONTROL
 BX2347
 BX2347  NAVD 88 (06/15/91)   35.741  (m)          117.26   (f) UNKNOWN     1 1
 BX2347  NGVD 29 (??/??/??)   35.792  (m)          117.43   (f) ADJUSTED    1 1
 BX2347
 BX2347.Superseded values are not recommended for survey control.
 BX2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2347.See file dsdata.txt to determine how the superseded data were derived.
 BX2347
 BX2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR851242(NAD 83)
 BX2347_MARKER: DB = BENCH MARK DISK
 BX2347_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2347+WITH SETTING: INTO GROUND
 BX2347_SP_SET: METAL ROD WITH BASE PLATE
 BX2347_STAMPING: Q 304 1977
 BX2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2347+STABILITY: SURFACE MOTION
 BX2347
 BX2347  HISTORY     - Date     Condition        Report By
 BX2347  HISTORY     - 1977     MONUMENTED       NGS
 BX2347
 BX2347                          STATION DESCRIPTION
 BX2347
 BX2347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2347'2.9 MI SE FROM POWHATAN.
 BX2347'2.9 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX2347'JUNCTION OF STATE HIGHWAY 485 AT POWHATAN, TO A POINT WHERE A POWER
 BX2347'LINE CROSSES THE TRACKS, 88 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BX2347'22 FEET SOUTHWEST OF A BARBED WIRE FENCE, 6 FEET SOUTHWEST OF THE
 BX2347'FIRST POWER LINE POLE SOUTHWEST OF THE TRACKS, AND 5 FEET NORTHEAST
 BX2347'OF A GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2120 ***********************************************************************
 CQ2120  DESIGNATION -  Q 305
 CQ2120  PID         -  CQ2120
 CQ2120  STATE/COUNTY-  LA/CADDO
 CQ2120  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2120
 CQ2120                         *CURRENT SURVEY CONTROL
 CQ2120  ___________________________________________________________________
 CQ2120* NAD 83(1986)-  32 30 43.     (N)    093 44 24.     (W)     SCALED    
 CQ2120* NAVD 88     -        51.827  (meters)     170.04   (feet)  ADJUSTED  
 CQ2120  ___________________________________________________________________
 CQ2120  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2120  DYNAMIC HT  -          51.769 (meters)     169.85  (feet)  COMP
 CQ2120  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 CQ2120
 CQ2120  VERT ORDER  -  FIRST     CLASS I
 CQ2120
 CQ2120.The horizontal coordinates were scaled from a topographic map and have
 CQ2120.an estimated accuracy of +/- 6 seconds.
 CQ2120
 CQ2120.The orthometric height was determined by differential leveling
 CQ2120.and adjusted by the National Geodetic Survey in June 1991..
 CQ2120
 CQ2120.The geoid height was determined by GEOID03.
 CQ2120
 CQ2120.The dynamic height is computed by dividing the NAVD 88
 CQ2120.geopotential number by the normal gravity value computed on the
 CQ2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2120.degrees latitude (g = 980.6199 gals.).
 CQ2120
 CQ2120.The modeled gravity was interpolated from observed gravity values.
 CQ2120
 CQ2120;                    North         East    Units  Estimated Accuracy
 CQ2120;SPC LA N     -   223,750.      883,490.      MT  (+/- 180 meters Scaled)
 CQ2120
 CQ2120                          SUPERSEDED SURVEY CONTROL
 CQ2120
 CQ2120  NGVD 29 (??/??/??)   51.896  (m)          170.26   (f) ADJUSTED    1 1
 CQ2120
 CQ2120.Superseded values are not recommended for survey control.
 CQ2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2120.See file dsdata.txt to determine how the superseded data were derived.
 CQ2120
 CQ2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR304974(NAD 83)
 CQ2120_MARKER: DB = BENCH MARK DISK
 CQ2120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2120_SP_SET: VERTICAL CONCRETE PIER
 CQ2120_STAMPING: Q 305 1977
 CQ2120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2120
 CQ2120  HISTORY     - Date     Condition        Report By
 CQ2120  HISTORY     - 1977     MONUMENTED       NGS
 CQ2120  HISTORY     - 1979     GOOD             NGS
 CQ2120  HISTORY     - 19950429 GOOD             USPSQD
 CQ2120  HISTORY     - 19990206 GOOD             USPSQD
 CQ2120
 CQ2120                          STATION DESCRIPTION
 CQ2120
 CQ2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2120'0.4 MI SE FROM SHREVEPORT.
 CQ2120'0.4 MILE SOUTHEAST ALONG THE CLYDE FANT PARKWAY FROM THE CIVIC
 CQ2120'THEATER AT SHREVEPORT, 30 FEET NORTHEAST OF THE NORTH BOUND LANE
 CQ2120'OF PARKWAY, 20 FEET NORTHWEST OF A 12-INCH DRAINAGE PIPE RUNNING
 CQ2120'UP PIER, AND IN THE SOUTHWEST FACE OF THE CONCRETE PIER FOR
 CQ2120'INTERSTATE HIGHWAY 20.
 CQ2120
 CQ2120                          STATION RECOVERY (1979)
 CQ2120
 CQ2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ2120'RECOVERED IN GOOD CONDITION.
 CQ2120
 CQ2120                          STATION RECOVERY (1995)
 CQ2120
 CQ2120'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2120'RECOVERED IN GOOD CONDITION.
 CQ2120
 CQ2120                          STATION RECOVERY (1999)
 CQ2120
 CQ2120'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2150 ***********************************************************************
 CQ2150  DESIGNATION -  Q 306
 CQ2150  PID         -  CQ2150
 CQ2150  STATE/COUNTY-  LA/CADDO
 CQ2150  USGS QUAD   -  DIXIE (1982)
 CQ2150
 CQ2150                         *CURRENT SURVEY CONTROL
 CQ2150  ___________________________________________________________________
 CQ2150* NAD 83(1986)-  32 43 13.     (N)    093 49 48.     (W)     SCALED    
 CQ2150* NAVD 88     -        57.157  (meters)     187.52   (feet)  ADJUSTED  
 CQ2150  ___________________________________________________________________
 CQ2150  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ2150  DYNAMIC HT  -          57.094 (meters)     187.32  (feet)  COMP
 CQ2150  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 CQ2150
 CQ2150  VERT ORDER  -  FIRST     CLASS I
 CQ2150
 CQ2150.The horizontal coordinates were scaled from a topographic map and have
 CQ2150.an estimated accuracy of +/- 6 seconds.
 CQ2150
 CQ2150.The orthometric height was determined by differential leveling
 CQ2150.and adjusted by the National Geodetic Survey in June 1991..
 CQ2150
 CQ2150.The geoid height was determined by GEOID03.
 CQ2150
 CQ2150.The dynamic height is computed by dividing the NAVD 88
 CQ2150.geopotential number by the normal gravity value computed on the
 CQ2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2150.degrees latitude (g = 980.6199 gals.).
 CQ2150
 CQ2150.The modeled gravity was interpolated from observed gravity values.
 CQ2150
 CQ2150;                    North         East    Units  Estimated Accuracy
 CQ2150;SPC LA N     -   246,950.      875,320.      MT  (+/- 180 meters Scaled)
 CQ2150
 CQ2150                          SUPERSEDED SURVEY CONTROL
 CQ2150
 CQ2150  NGVD 29 (??/??/??)   57.215  (m)          187.71   (f) ADJUSTED    1 1
 CQ2150
 CQ2150.Superseded values are not recommended for survey control.
 CQ2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2150.See file dsdata.txt to determine how the superseded data were derived.
 CQ2150
 CQ2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS222205(NAD 83)
 CQ2150_MARKER: DB = BENCH MARK DISK
 CQ2150_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2150+WITH SETTING: INTO GROUND
 CQ2150_SP_SET: METAL ROD WITH BASE PLATE
 CQ2150_STAMPING: Q 306 1977
 CQ2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2150+STABILITY: SURFACE MOTION
 CQ2150
 CQ2150  HISTORY     - Date     Condition        Report By
 CQ2150  HISTORY     - 1977     MONUMENTED       NGS
 CQ2150  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2150
 CQ2150                          STATION DESCRIPTION
 CQ2150
 CQ2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2150'2.1 MI NE FROM DIXIE.
 CQ2150'1.3 MILES NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT DIXIE
 CQ2150'THENCE 0.3 MILE EAST ACROSS A PASTURE ON A TRACK ROAD, THENCE 0.5
 CQ2150'MILE NORTH ALONG THE LEVEE, 45 FEET WEST-SOUTHWEST OF THE CENTER LINE
 CQ2150'OF THE LEVEE, 32 FEET SOUTH OF A BARBED WIRE FENCE CROSSING THE LEVEE,
 CQ2150'AND 2 FEET EAST-NORTHEAST OF A BARBED WIRE FENCE.
 CQ2150
 CQ2150                          STATION RECOVERY (1999)
 CQ2150
 CQ2150'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2179 ***********************************************************************
 CQ2179  DESIGNATION -  Q 307
 CQ2179  PID         -  CQ2179
 CQ2179  STATE/COUNTY-  LA/CADDO
 CQ2179  USGS QUAD   -  WARDVIEW (1971)
 CQ2179
 CQ2179                         *CURRENT SURVEY CONTROL
 CQ2179  ___________________________________________________________________
 CQ2179* NAD 83(1986)-  32 56 34.     (N)    093 50 21.     (W)     SCALED    
 CQ2179* NAVD 88     -        60.530  (meters)     198.59   (feet)  ADJUSTED  
 CQ2179  ___________________________________________________________________
 CQ2179  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CQ2179  DYNAMIC HT  -          60.464 (meters)     198.37  (feet)  COMP
 CQ2179  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 CQ2179
 CQ2179  VERT ORDER  -  FIRST     CLASS I
 CQ2179
 CQ2179.The horizontal coordinates were scaled from a topographic map and have
 CQ2179.an estimated accuracy of +/- 6 seconds.
 CQ2179
 CQ2179.The orthometric height was determined by differential leveling
 CQ2179.and adjusted by the National Geodetic Survey in June 1991..
 CQ2179
 CQ2179.The geoid height was determined by GEOID03.
 CQ2179
 CQ2179.The dynamic height is computed by dividing the NAVD 88
 CQ2179.geopotential number by the normal gravity value computed on the
 CQ2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2179.degrees latitude (g = 980.6199 gals.).
 CQ2179
 CQ2179.The modeled gravity was interpolated from observed gravity values.
 CQ2179
 CQ2179;                    North         East    Units  Estimated Accuracy
 CQ2179;SPC LA N     -   271,630.      874,760.      MT  (+/- 180 meters Scaled)
 CQ2179
 CQ2179                          SUPERSEDED SURVEY CONTROL
 CQ2179
 CQ2179  NGVD 29 (??/??/??)   60.569  (m)          198.72   (f) ADJUSTED    1 1
 CQ2179
 CQ2179.Superseded values are not recommended for survey control.
 CQ2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2179.See file dsdata.txt to determine how the superseded data were derived.
 CQ2179
 CQ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS215452(NAD 83)
 CQ2179_MARKER: DB = BENCH MARK DISK
 CQ2179_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2179+WITH SETTING: INTO GROUND
 CQ2179_SP_SET: METAL ROD WITH BASE PLATE
 CQ2179_STAMPING: Q 307 1977
 CQ2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2179+STABILITY: SURFACE MOTION
 CQ2179
 CQ2179  HISTORY     - Date     Condition        Report By
 CQ2179  HISTORY     - 1977     MONUMENTED       NGS
 CQ2179
 CQ2179                          STATION DESCRIPTION
 CQ2179
 CQ2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2179'10.6 MI NORTH FROM GILLIAM.
 CQ2179'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 CQ2179'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM , THENCE 0.9 MILE EAST
 CQ2179'ALONG DOMINICK ROAD NUMBER 1, THENCE 1.0 MILE NORTHWEST ALONG THE
 CQ2179'LEVEE, 139 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE LEVEE AND
 CQ2179'A DIRT ROAD, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE, 7 FEET
 CQ2179'NORTH OF A WOODEN FENCE POST, AND 2 FEET NORTHWEST OF A BARBED WIRE
 CQ2179'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2419 ***********************************************************************
 CQ2419  DESIGNATION -  Q 329
 CQ2419  PID         -  CQ2419
 CQ2419  STATE/COUNTY-  LA/WEBSTER
 CQ2419  USGS QUAD   -  FRYEBURG (1986)
 CQ2419
 CQ2419                         *CURRENT SURVEY CONTROL
 CQ2419  ___________________________________________________________________
 CQ2419* NAD 83(1986)-  32 27 43.     (N)    093 11 41.     (W)     SCALED    
 CQ2419* NAVD 88     -        77.33   (+/-2cm)     253.7    (feet)  VERTCON   
 CQ2419  ___________________________________________________________________
 CQ2419  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2419
 CQ2419  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2419
 CQ2419.The horizontal coordinates were scaled from a topographic map and have
 CQ2419.an estimated accuracy of +/- 6 seconds.
 CQ2419
 CQ2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2419.The vertical order pertains to the NGVD 29 superseded value.
 CQ2419
 CQ2419.The geoid height was determined by GEOID03.
 CQ2419
 CQ2419;                    North         East    Units  Estimated Accuracy
 CQ2419;SPC LA N     -   217,740.      934,690.      MT  (+/- 180 meters Scaled)
 CQ2419
 CQ2419                          SUPERSEDED SURVEY CONTROL
 CQ2419
 CQ2419  NGVD 29 (??/??/??)   77.396  (m)          253.92   (f) ADJUSTED    1 1
 CQ2419
 CQ2419.Superseded values are not recommended for survey control.
 CQ2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2419.See file dsdata.txt to determine how the superseded data were derived.
 CQ2419
 CQ2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR817916(NAD 83)
 CQ2419_MARKER: DB = BENCH MARK DISK
 CQ2419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2419_SP_SET: 35 FT 5/8 IN ROD
 CQ2419_STAMPING: Q 329 1977
 CQ2419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2419
 CQ2419  HISTORY     - Date     Condition        Report By
 CQ2419  HISTORY     - 1977     MONUMENTED       NGS
 CQ2419
 CQ2419                          STATION DESCRIPTION
 CQ2419
 CQ2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2419'7.4 MI SE FROM DUBBERLY.
 CQ2419'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2419'ERLY, THENCH 1.0 MILE EAST ALONG PARISH ROAD 171, 175 FEET SOUTH OF
 CQ2419'THE CENTER LINE OF THE ROAD, 259 FT WEST OF THE CENTER LINE OF PARISH
 CQ2419'ROAD 170, 155 FEET SOUTH OF A POWERLINE POLE WITH A STREET LIGHT AND
 CQ2419'A TRANSFORMER, 2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE EAST
 CQ2419'WING OF THE GALILEE BAPTIST CHURCH, AND 1 FOOT EAST OF THE EAST WALL
 CQ2419'OF THE WING. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF
 CQ2419'4 FT ENCACSED IN A PIPE PROJECTING +1 INCH.
 CQ2419'ABOUT LEVEL WITH ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2454 ***********************************************************************
 CQ2454  DESIGNATION -  Q 330
 CQ2454  PID         -  CQ2454
 CQ2454  STATE/COUNTY-  LA/BIENVILLE
 CQ2454  USGS QUAD   -  BIENVILLE (1986)
 CQ2454
 CQ2454                         *CURRENT SURVEY CONTROL
 CQ2454  ___________________________________________________________________
 CQ2454* NAD 83(1986)-  32 15 15.     (N)    092 55 58.     (W)     SCALED    
 CQ2454* NAVD 88     -        82.00   (+/-2cm)     269.0    (feet)  VERTCON   
 CQ2454  ___________________________________________________________________
 CQ2454  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2454
 CQ2454  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2454
 CQ2454.The horizontal coordinates were scaled from a topographic map and have
 CQ2454.an estimated accuracy of +/- 6 seconds.
 CQ2454
 CQ2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2454.The vertical order pertains to the NGVD 29 superseded value.
 CQ2454
 CQ2454.The geoid height was determined by GEOID03.
 CQ2454
 CQ2454;                    North         East    Units  Estimated Accuracy
 CQ2454;SPC LA N     -   194,580.      959,220.      MT  (+/- 180 meters Scaled)
 CQ2454
 CQ2454                          SUPERSEDED SURVEY CONTROL
 CQ2454
 CQ2454  NGVD 29 (??/??/??)   82.052  (m)          269.20   (f) ADJUSTED    1 1
 CQ2454
 CQ2454.Superseded values are not recommended for survey control.
 CQ2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2454.See file dsdata.txt to determine how the superseded data were derived.
 CQ2454
 CQ2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR063686(NAD 83)
 CQ2454_MARKER: DB = BENCH MARK DISK
 CQ2454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2454_SP_SET: 35 FEET
 CQ2454_STAMPING: Q 330 1977
 CQ2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2454
 CQ2454  HISTORY     - Date     Condition        Report By
 CQ2454  HISTORY     - 1977     MONUMENTED       NGS
 CQ2454
 CQ2454                          STATION DESCRIPTION
 CQ2454
 CQ2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2454'3.7 MI NW FROM FRIENDSHIP.
 CQ2454'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ2454'STATE HIGHWAY 501 AT FRIENDSHIP, 0.2 MILE EAST OF A ROAD CROSSING,
 CQ2454'115 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER POLE WITH
 CQ2454'A TRANSFORMER, ACROSS THE HIGHWAY FROM A HOUSE, 47 FEET NORTH OF THE
 CQ2454'CENTER LINE OF THE HIGHWAY AND 8 FEET SOUTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2441 ***********************************************************************
 CQ2441  DESIGNATION -  Q 333
 CQ2441  PID         -  CQ2441
 CQ2441  STATE/COUNTY-  LA/BIENVILLE
 CQ2441  USGS QUAD   -  SALINE (1986)
 CQ2441
 CQ2441                         *CURRENT SURVEY CONTROL
 CQ2441  ___________________________________________________________________
 CQ2441* NAD 83(1986)-  32 09 18.     (N)    092 58 27.     (W)     SCALED    
 CQ2441* NAVD 88     -        57.18   (+/-2cm)     187.6    (feet)  VERTCON   
 CQ2441  ___________________________________________________________________
 CQ2441  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2441
 CQ2441  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2441
 CQ2441.The horizontal coordinates were scaled from a topographic map and have
 CQ2441.an estimated accuracy of +/- 6 seconds.
 CQ2441
 CQ2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2441.The vertical order pertains to the NGVD 29 superseded value.
 CQ2441
 CQ2441.The geoid height was determined by GEOID03.
 CQ2441
 CQ2441;                    North         East    Units  Estimated Accuracy
 CQ2441;SPC LA N     -   183,600.      955,270.      MT  (+/- 180 meters Scaled)
 CQ2441
 CQ2441                          SUPERSEDED SURVEY CONTROL
 CQ2441
 CQ2441  NGVD 29 (??/??/??)   57.233  (m)          187.77   (f) ADJUSTED    1 1
 CQ2441
 CQ2441.Superseded values are not recommended for survey control.
 CQ2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2441.See file dsdata.txt to determine how the superseded data were derived.
 CQ2441
 CQ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR024576(NAD 83)
 CQ2441_MARKER: DB = BENCH MARK DISK
 CQ2441_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2441+WITH SETTING: INTO GROUND
 CQ2441_STAMPING: Q 333 1977
 CQ2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2441+STABILITY: SURFACE MOTION
 CQ2441
 CQ2441  HISTORY     - Date     Condition        Report By
 CQ2441  HISTORY     - 1977     MONUMENTED       NGS
 CQ2441
 CQ2441                          STATION DESCRIPTION
 CQ2441
 CQ2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2441'0.7 MI SOUTH FROM SALINE.
 CQ2441'0.7 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 CQ2441'HIGHWAY 155 AT SALINE, 0.5 MILE NORTH OF THE NATCHITOCHES,BIENVILLE
 CQ2441'PARISH LINE, 105 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A
 CQ2441'POWER LINE POLE WITH A TRANSFORMER AND A STREET LAMP, 29 FEET SOUTH
 CQ2441'OF THE CENTER LINE OF A PAVED ROAD LEADING WEST, AND 55 FEET WEST
 CQ2441'OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1818 ***********************************************************************
 BW1818  DESIGNATION -  Q 336
 BW1818  PID         -  BW1818
 BW1818  STATE/COUNTY-  LA/CONCORDIA
 BW1818  USGS QUAD   -  FAIRVIEW (1983)
 BW1818
 BW1818                         *CURRENT SURVEY CONTROL
 BW1818  ___________________________________________________________________
 BW1818* NAD 83(1986)-  31 16 53.     (N)    091 34 30.     (W)     SCALED    
 BW1818* NAVD 88     -        23.222  (meters)      76.19   (feet)  ADJUSTED  
 BW1818  ___________________________________________________________________
 BW1818  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BW1818  DYNAMIC HT  -          23.194 (meters)      76.10  (feet)  COMP
 BW1818  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 BW1818
 BW1818  VERT ORDER  -  FIRST     CLASS II
 BW1818
 BW1818.The horizontal coordinates were scaled from a topographic map and have
 BW1818.an estimated accuracy of +/- 6 seconds.
 BW1818
 BW1818.The orthometric height was determined by differential leveling
 BW1818.and adjusted by the National Geodetic Survey in February 1994..
 BW1818
 BW1818.The geoid height was determined by GEOID03.
 BW1818
 BW1818.The dynamic height is computed by dividing the NAVD 88
 BW1818.geopotential number by the normal gravity value computed on the
 BW1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1818.degrees latitude (g = 980.6199 gals.).
 BW1818
 BW1818.The modeled gravity was interpolated from observed gravity values.
 BW1818
 BW1818;                    North         East    Units  Estimated Accuracy
 BW1818;SPC LA N     -    87,010.    1,088,080.      MT  (+/- 180 meters Scaled)
 BW1818
 BW1818                          SUPERSEDED SURVEY CONTROL
 BW1818
 BW1818  NAVD 88 (06/15/91)   23.244  (m)           76.26   (f) UNKNOWN     1 2
 BW1818  NGVD 29 (??/??/??)   23.204  (m)           76.13   (f) ADJUSTED    1 2
 BW1818
 BW1818.Superseded values are not recommended for survey control.
 BW1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1818.See file dsdata.txt to determine how the superseded data were derived.
 BW1818
 BW1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ356616(NAD 83)
 BW1818_MARKER: DB = BENCH MARK DISK
 BW1818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1818_SP_SET: STAINLESS STEEL ROD
 BW1818_STAMPING: Q 336 1979
 BW1818_PROJECTION: RECESSED 5 CENTIMETERS
 BW1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1818_ROD/PIPE-DEPTH: 7.62 meters
 BW1818
 BW1818  HISTORY     - Date     Condition        Report By
 BW1818  HISTORY     - 1979     MONUMENTED       NGS
 BW1818
 BW1818                          STATION DESCRIPTION
 BW1818
 BW1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1818'3.9 MI EAST FROM SOCUM.
 BW1818'3.9 MILES EAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE FROM
 BW1818'THE JUNCTION OF STATE HIGHWAY 15 IN SLOCUM TO THE MARK ON THE LEFT,
 BW1818'SET ON THE NORTH BANK OF THE LEVEE IN LINE WITH THE APPROXIMATE
 BW1818'CENTER LINE OF A WOODS ROAD LEADING SOUTH WHICH IS ABOUT 30 FEET
 BW1818'BELOW THE LEVEE, 0.6 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD
 BW1818'LEADING NORTH AND SOUTH CROSSING THE LEVEE, 0.5 MILE EAST OF THE
 BW1818'FORKED JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, 25 FEET NORTH
 BW1818'OF THE CENTER LINE OF THE LEVEE ROAD.
 BW1818'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BW1818'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1870 ***********************************************************************
 BW1870  HT_MOD      -  This is a Height Modernization Survey Station.
 BW1870  DESIGNATION -  Q 337
 BW1870  PID         -  BW1870
 BW1870  STATE/COUNTY-  LA/TENSAS
 BW1870  USGS QUAD   -  CHAMBLEE (1994)
 BW1870
 BW1870                         *CURRENT SURVEY CONTROL
 BW1870  ___________________________________________________________________
 BW1870* NAD 83(1992)-  31 49 25.06298(N)    091 21 31.41675(W)     ADJUSTED  
 BW1870* NAVD 88     -        28.42   (meters)      93.2    (feet)  GPS OBS   
 BW1870  ___________________________________________________________________
 BW1870  X           -    -128,623.521 (meters)                     COMP
 BW1870  Y           -  -5,422,873.070 (meters)                     COMP
 BW1870  Z           -   3,343,831.449 (meters)                     COMP
 BW1870  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BW1870  ELLIP HEIGHT-           2.29  (meters)          (06/28/04) GPS OBS
 BW1870  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1870  DYNAMIC HT  -          28.38  (meters)      93.1   (feet)  COMP
 BW1870  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 BW1870
 BW1870  HORZ ORDER  -  B
 BW1870  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1870  ELLP ORDER  -  FOURTH    CLASS II
 BW1870
 BW1870.The horizontal coordinates were established by GPS observations
 BW1870.and adjusted by the National Geodetic Survey in June 2004..
 BW1870
 BW1870.The orthometric height was determined by GPS observations and a
 BW1870.high-resolution geoid model using precise GPS observation and
 BW1870.processing techniques. It supersedes the leveled height previously
 BW1870.determined for this station.
 BW1870.The vertical order pertains to the first NAVD 88 superseded value.
 BW1870
 BW1870.Photographs are available for this station.
 BW1870
 BW1870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1870
 BW1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1870
 BW1870.The ellipsoidal height was determined by GPS observations
 BW1870.and is referenced to NAD 83.
 BW1870
 BW1870.The geoid height was determined by GEOID03.
 BW1870
 BW1870.The dynamic height is computed by dividing the NAVD 88
 BW1870.geopotential number by the normal gravity value computed on the
 BW1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1870.degrees latitude (g = 980.6199 gals.).
 BW1870
 BW1870.The modeled gravity was interpolated from observed gravity values.
 BW1870
 BW1870;                    North         East     Units Scale Factor Converg.
 BW1870;SPC LA N     -   147,325.981 1,108,037.343   MT  0.99991608   +0 36 12.2
 BW1870;SPC LA N     -   483,351.99  3,635,285.85   sFT  0.99991608   +0 36 12.2
 BW1870;UTM  15      - 3,522,059.875   655,332.544   MT  0.99989758   +0 51 56.3
 BW1870
 BW1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1870!SPC LA N     -   0.99999964  x   0.99991608  =   0.99991572
 BW1870!UTM  15      -   0.99999964  x   0.99989758  =   0.99989722
 BW1870
 BW1870                          SUPERSEDED SURVEY CONTROL
 BW1870
 BW1870  NAD 83(1992)-  31 49 25.06247(N)    091 21 31.41576(W) AD(       ) B
 BW1870  ELLIP H (11/18/03)    2.32   (m)                       GP(       ) 4 1
 BW1870  NAVD 88 (02/14/94)   28.430  (m)           93.27   (f) ADJUSTED    1 2
 BW1870  NAVD 88 (06/15/91)   28.442  (m)           93.31   (f) UNKNOWN     1 2
 BW1870  NGVD 29 (??/??/??)   28.439  (m)           93.30   (f) ADJUSTED    1 2
 BW1870
 BW1870.Superseded values are not recommended for survey control.
 BW1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1870.See file dsdata.txt to determine how the superseded data were derived.
 BW1870
 BW1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR5533322060(NAD 83)
 BW1870_MARKER: DB = BENCH MARK DISK
 BW1870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1870_SP_SET: STAINLESS STEEL ROD
 BW1870_STAMPING: Q 337 1979
 BW1870_PROJECTION: RECESSED 5 CENTIMETERS
 BW1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1870+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW1870_ROD/PIPE-DEPTH: 7.62 meters
 BW1870
 BW1870  HISTORY     - Date     Condition        Report By
 BW1870  HISTORY     - 1979     MONUMENTED       NGS
 BW1870  HISTORY     - 20020723 GOOD             PYBURN
 BW1870  HISTORY     - 2003     GOOD             PYBURN
 BW1870
 BW1870                          STATION DESCRIPTION
 BW1870
 BW1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1870'2.2 MI NE FROM WATERPROOF.
 BW1870'2.2 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1870'THE WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, TO A
 BW1870'CATTLE GUARD AND THE MARK IN THE FENCE LINE ON THE LEFT, 0.10 MILE
 BW1870'NORTHEAST OF LEVEE STATION MARKER 6600, 11 FEET NORTHWEST OF THE
 BW1870'CENTER OF THE CATTLE GUARD AND ROAD, 1.5 FEET WEST OF THE SOUTHEAST
 BW1870'FENCE POST AT THE NORTHWEST SIDE OF THE CATTLE GUARD, 1 FOOT SOUTHWEST
 BW1870'OF THE WIRE FENCE.
 BW1870'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1870'THE MARK IS 1 FT BELOW ROAD.
 BW1870
 BW1870                          STATION RECOVERY (2002)
 BW1870
 BW1870'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 BW1870'RECOVERED AS DESCRIBED
 BW1870'IPYBURN
 BW1870'
 BW1870
 BW1870                          STATION RECOVERY (2003)
 BW1870
 BW1870'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW1870'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2304 ***********************************************************************
 CP2304  DESIGNATION -  Q 338
 CP2304  PID         -  CP2304
 CP2304  STATE/COUNTY-  LA/MADISON
 CP2304  USGS QUAD   -  BEDFORD (1963)
 CP2304
 CP2304                         *CURRENT SURVEY CONTROL
 CP2304  ___________________________________________________________________
 CP2304* NAD 83(1986)-  32 14 43.     (N)    091 03 46.     (W)     SCALED    
 CP2304* NAVD 88     -        32.471  (meters)     106.53   (feet)  ADJUSTED  
 CP2304  ___________________________________________________________________
 CP2304  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2304  DYNAMIC HT  -          32.434 (meters)     106.41  (feet)  COMP
 CP2304  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 CP2304
 CP2304  VERT ORDER  -  FIRST     CLASS II
 CP2304
 CP2304.The horizontal coordinates were scaled from a topographic map and have
 CP2304.an estimated accuracy of +/- 6 seconds.
 CP2304
 CP2304.The orthometric height was determined by differential leveling
 CP2304.and adjusted by the National Geodetic Survey in February 1994..
 CP2304
 CP2304.The geoid height was determined by GEOID03.
 CP2304
 CP2304.The dynamic height is computed by dividing the NAVD 88
 CP2304.geopotential number by the normal gravity value computed on the
 CP2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2304.degrees latitude (g = 980.6199 gals.).
 CP2304
 CP2304.The modeled gravity was interpolated from observed gravity values.
 CP2304
 CP2304;                    North         East    Units  Estimated Accuracy
 CP2304;SPC LA N     -   194,410.    1,135,430.      MT  (+/- 180 meters Scaled)
 CP2304
 CP2304                          SUPERSEDED SURVEY CONTROL
 CP2304
 CP2304  NAVD 88 (06/15/91)   32.474  (m)          106.54   (f) UNKNOWN     1 2
 CP2304  NGVD 29 (??/??/??)   32.499  (m)          106.62   (f) ADJUSTED    1 2
 CP2304
 CP2304.Superseded values are not recommended for survey control.
 CP2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2304.See file dsdata.txt to determine how the superseded data were derived.
 CP2304
 CP2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR825692(NAD 83)
 CP2304_MARKER: DB = BENCH MARK DISK
 CP2304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2304_SP_SET: STAINLESS STEEL ROD
 CP2304_STAMPING: Q 338 1979
 CP2304_PROJECTION: RECESSED 5 CENTIMETERS
 CP2304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2304_ROD/PIPE-DEPTH: 6.10 meters
 CP2304
 CP2304  HISTORY     - Date     Condition        Report By
 CP2304  HISTORY     - 1979     MONUMENTED       NGS
 CP2304
 CP2304                          STATION DESCRIPTION
 CP2304
 CP2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2304'12.15 MI SW FROM DLETA.
 CP2304'12.15 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2304'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA TO A CATTLE GUARD AND
 CP2304'THE MARK ON THE LEFT, 0.1 MILE EAST OF LEVEE STATION MARKER 4100,
 CP2304'9.5 FEET SOUTH OF THE CENTER OF THE CATTLE GUARD AND ROAD, 2.5 FEET
 CP2304'SOUTHWEST OF THE NORTH FENCE POST OF THE CATTLE GUARD, AND 1 FOOT WEST
 CP2304'OF THE 4-FOOT HIGH BARB WIRE FENCE.
 CP2304'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CP2304'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2033 ***********************************************************************
 AU2033  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2033  DESIGNATION -  Q 359
 AU2033  PID         -  AU2033
 AU2033  STATE/COUNTY-  LA/LAFOURCHE
 AU2033  USGS QUAD   -  MINK BAYOU (1994)
 AU2033
 AU2033                         *CURRENT SURVEY CONTROL
 AU2033  ___________________________________________________________________
 AU2033* NAD 83(1992)-  29 20 06.89485(N)    090 14 35.42299(W)     ADJUSTED  
 AU2033* NAVD 88     -         0.92 **(meters)       3.0  **(feet)  LEVELING(2004.65)
 AU2033  **This station is located in a subsidence area (see below).
 AU2033  **This station is included in the VTDP model (see below).
 AU2033  ___________________________________________________________________
 AU2033  EPOCH DATE  -        2004.65
 AU2033  X           -     -23,617.498 (meters)                     COMP
 AU2033  Y           -  -5,564,657.865 (meters)                     COMP
 AU2033  Z           -   3,106,336.335 (meters)                     COMP
 AU2033  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AU2033  ELLIP HEIGHT-         -23.47  (meters)          (06/22/05) GPS OBS
 AU2033  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AU2033  DYNAMIC HT  -           0.92  (meters)       3.0   (feet)  COMP
 AU2033  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 AU2033
 AU2033  HORZ ORDER  -  B
 AU2033  VERT ORDER  -  THIRD
 AU2033  ELLP ORDER  -  FOURTH    CLASS I
 AU2033
 AU2033.The horizontal coordinates were established by GPS observations
 AU2033.and adjusted by the National Geodetic Survey in June 2005..
 AU2033.The horizontal coordinates are valid at the epoch date displayed above.
 AU2033.The epoch date for horizontal control is a decimal equivalence
 AU2033.of Year/Month/Day.
 AU2033
 AU2033 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2033 ** and geoid heights are valid at the date of observation. These heights
 AU2033 ** must always be validated when used as control.
 AU2033 ** The orthometric height was determined with a Vertical Time-dependent
 AU2033 ** Positioning (VTDP) model and has been validated through GPS observations
 AU2033 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU2033 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2033 ** epoch indicated which incorporates improved geoid heights for the
 AU2033 ** Southern Louisiana Subsidence area
 AU2033 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2033.The orthometric height was determined by differential leveling.
 AU2033.The vertical network tie was performed by a horz. field party for horz.
 AU2033.obs reductions. Reset procedures were used to establish the elevation.
 AU2033
 AU2033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2033
 AU2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2033
 AU2033.The ellipsoidal height was determined by GPS observations
 AU2033.and is referenced to NAD 83.
 AU2033
 AU2033.The geoid height was determined by GEOID03.
 AU2033
 AU2033.The dynamic height is computed by dividing the NAVD 88
 AU2033.geopotential number by the normal gravity value computed on the
 AU2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2033.degrees latitude (g = 980.6199 gals.).
 AU2033
 AU2033.The modeled gravity was interpolated from observed gravity values.
 AU2033
 AU2033;                    North         East     Units Scale Factor Converg.
 AU2033;SPC LA S     -    93,088.267 1,105,877.088   MT  0.99999273   +0 32 42.3
 AU2033;SPC LA S     -   305,407.09  3,628,198.41   sFT  0.99999273   +0 32 42.3
 AU2033;UTM  15      - 3,248,285.958   767,697.838   MT  1.00048436   +1 21 05.1
 AU2033
 AU2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2033!SPC LA S     -   1.00000369  x   0.99999273  =   0.99999642
 AU2033!UTM  15      -   1.00000369  x   1.00048436  =   1.00048805
 AU2033
 AU2033                          SUPERSEDED SURVEY CONTROL
 AU2033
 AU2033  NAVD 88 (02/14/94)    1.121  (m)            3.68   (f) READJUSTED  3  
 AU2033  NAVD 88 (06/15/91)    1.198  (m)            3.93   (f) UNKNOWN     1 2
 AU2033  NGVD 29 (??/??/??)    1.160  (m)            3.81   (f) ADJUSTED    1 2
 AU2033
 AU2033.Superseded values are not recommended for survey control.
 AU2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2033.See file dsdata.txt to determine how the superseded data were derived.
 AU2033
 AU2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6769848286(NAD 83)
 AU2033_MARKER: DV = VERTICAL CONTROL DISK
 AU2033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AU2033_SP_SET: CULVERT HEADWALL
 AU2033_STAMPING: Q 359 1982
 AU2033_MARK LOGO: NGS   
 AU2033_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2033+STABILITY: SURFACE MOTION
 AU2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2033+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AU2033
 AU2033  HISTORY     - Date     Condition        Report By
 AU2033  HISTORY     - 1982     MONUMENTED       NGS
 AU2033  HISTORY     - 19930224 GOOD             NGS
 AU2033  HISTORY     - 20030325 GOOD             LADTD
 AU2033  HISTORY     - 20040421 GOOD             NGS
 AU2033  HISTORY     - 20051010 GOOD             NGS
 AU2033
 AU2033                          STATION DESCRIPTION
 AU2033
 AU2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2033'7.18 KM (4.45 MI) SSE FROM GOLDEN MEADOW.
 AU2033'THE MARK IS 0.18 M BELOW HIGHWAY.
 AU2033'7.18 KILOMETERS (4.45 MILES) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 1
 AU2033'FROM THE POST OFFICE IN GOLDEN MEADOW, TO THE MARK ON THE RIGHT, IN
 AU2033'TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE BOX
 AU2033'CULVERT UNDER THE HIGHWAY, 7.62 METERS (25.0 FEET) SOUTHWEST OF THE
 AU2033'CENTER LINE OF THE HIGHWAY, 0.18 METER (0.6 FOOT) SOUTHEAST OF THE
 AU2033'NORTHWEST END OF THE SOUTHWEST HEADWALL OF THE CULVERT.
 AU2033
 AU2033                          STATION RECOVERY (1993)
 AU2033
 AU2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2033'6.5 KM (4.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 AU2033'JUNCTION OF STATE HIGHWAY 308 IN GOLDEN MEADOW, IN TOP OF AND 0.2 M
 AU2033'(0.7 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 AU2033'CULVERT, AND 7.6 M (24.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 AU2033
 AU2033                          STATION RECOVERY (2003)
 AU2033
 AU2033'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 AU2033'RECOVERED IN GOOD CONDITION.
 AU2033
 AU2033                          STATION RECOVERY (2004)
 AU2033
 AU2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU2033'RECOVERED AS DESCRIBED.
 AU2033
 AU2033                          STATION RECOVERY (2005)
 AU2033
 AU2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU2033'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2123 ***********************************************************************
 AU2123  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2123  DESIGNATION -  Q 368
 AU2123  PID         -  AU2123
 AU2123  STATE/COUNTY-  LA/JEFFERSON
 AU2123  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2123
 AU2123                         *CURRENT SURVEY CONTROL
 AU2123  ___________________________________________________________________
 AU2123* NAD 83(1992)-  29 52 33.06429(N)    090 06 55.21761(W)     ADJUSTED  
 AU2123* NAVD 88     -         0.71 **(meters)       2.3  **(feet)  LEVELING(2004.65)
 AU2123  **This station is located in a subsidence area (see below).
 AU2123  **This station is included in the VTDP model (see below).
 AU2123  ___________________________________________________________________
 AU2123  EPOCH DATE  -        2004.65
 AU2123  X           -     -11,142.331 (meters)                     COMP
 AU2123  Y           -  -5,535,091.768 (meters)                     COMP
 AU2123  Z           -   3,158,435.481 (meters)                     COMP
 AU2123  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2123  ELLIP HEIGHT-         -25.11  (meters)          (06/22/05) GPS OBS
 AU2123  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AU2123  DYNAMIC HT  -           0.71  (meters)       2.3   (feet)  COMP
 AU2123  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 AU2123  OBS GRAVITY -     979,307.6   (mgal)                       GRAV_OBS
 AU2123
 AU2123  HORZ ORDER  -  B
 AU2123  VERT ORDER  -  THIRD
 AU2123  ELLP ORDER  -  FOURTH    CLASS I
 AU2123
 AU2123.The horizontal coordinates were established by GPS observations
 AU2123.and adjusted by the National Geodetic Survey in June 2005..
 AU2123.The horizontal coordinates are valid at the epoch date displayed above.
 AU2123.The epoch date for horizontal control is a decimal equivalence
 AU2123.of Year/Month/Day.
 AU2123
 AU2123 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2123 ** and geoid heights are valid at the date of observation. These heights
 AU2123 ** must always be validated when used as control.
 AU2123 ** The orthometric height was determined with a Vertical Time-dependent
 AU2123 ** Positioning (VTDP) model and has been validated through GPS observations
 AU2123 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU2123 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2123 ** epoch indicated which incorporates improved geoid heights for the
 AU2123 ** Southern Louisiana Subsidence area
 AU2123 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2123.The orthometric height was determined by differential leveling.
 AU2123.The vertical network tie was performed by a horz. field party for horz.
 AU2123.obs reductions. Reset procedures were used to establish the elevation.
 AU2123
 AU2123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2123
 AU2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2123
 AU2123.The ellipsoidal height was determined by GPS observations
 AU2123.and is referenced to NAD 83.
 AU2123
 AU2123.The geoid height was determined by GEOID03.
 AU2123
 AU2123.The dynamic height is computed by dividing the NAVD 88
 AU2123.geopotential number by the normal gravity value computed on the
 AU2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2123.degrees latitude (g = 980.6199 gals.).
 AU2123
 AU2123.The modeled gravity was interpolated from observed gravity values.
 AU2123.The observed gravity was obtained from relative gravimeter ties
 AU2123.to the IGSN71 gravity network.
 AU2123
 AU2123;                    North         East     Units Scale Factor Converg.
 AU2123;SPC LA S     -   153,130.656 1,117,655.146   MT  0.99992811   +0 36 32.4
 AU2123;SPC LA S     -   502,396.16  3,666,840.26   sFT  0.99992811   +0 36 32.4
 AU2123;UTM  15      - 3,308,524.451   778,624.327   MT  1.00055793   +1 26 16.2
 AU2123
 AU2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2123!SPC LA S     -   1.00000394  x   0.99992811  =   0.99993205
 AU2123!UTM  15      -   1.00000394  x   1.00055793  =   1.00056188
 AU2123
 AU2123                          SUPERSEDED SURVEY CONTROL
 AU2123
 AU2123  NAVD 88 (12/05/96)    0.852  (m)            2.80   (f) ADJUSTED    1 2
 AU2123  NAVD 88 (02/14/94)    0.817  (m)            2.68   (f) UNKNOWN     1 2
 AU2123  NAVD 88 (06/15/91)    0.874  (m)            2.87   (f) UNKNOWN     1 2
 AU2123  NGVD 29 (??/??/??)    0.909  (m)            2.98   (f) ADJUSTED    1 2
 AU2123
 AU2123.Superseded values are not recommended for survey control.
 AU2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2123.See file dsdata.txt to determine how the superseded data were derived.
 AU2123
 AU2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7862408524(NAD 83)
 AU2123_MARKER: DV = VERTICAL CONTROL DISK
 AU2123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2123_SP_SET: STAINLESS STEEL ROD
 AU2123_STAMPING: Q 368 1984
 AU2123_MARK LOGO: NGS   
 AU2123_PROJECTION: FLUSH
 AU2123_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2123+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AU2123_ROD/PIPE-DEPTH: 35.5 meters
 AU2123
 AU2123  HISTORY     - Date     Condition        Report By
 AU2123  HISTORY     - 1984     MONUMENTED       NGS
 AU2123  HISTORY     - 1984     GOOD             LA-051
 AU2123  HISTORY     - 19941123 GOOD             NGS
 AU2123  HISTORY     - 20040415 SEE DESCRIPTION  NGS
 AU2123
 AU2123                          STATION DESCRIPTION
 AU2123
 AU2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2123'1.7 KM (1.05 MI) WEST FROM MARRERO.
 AU2123'1.7 KM (1.05 MI) WEST ALONG LA PALCO BOULEVARD FROM THE JUNCTION OF
 AU2123'STATE HIGHWAY 45 (BARATARIA BOULEVARD) IN MARRERO, AT THE ENTRANCE TO
 AU2123'THE MARRERO SEWER TREATMENT PLANT WHICH IS ON THE WEST SIDE OF OUTFALL
 AU2123'CANAL, 21.48 METERS (70.5 FT) NORTH OF THE CENTERLINE OF LA PALCO
 AU2123'BOULEVARD, 6.94 METERS (22.8 FT) EAST OF THE CENTER OF THE DOUBLE
 AU2123'SECURITY ENTRANCE GATE TO THE SEWER PLANT, 14.93 METERS (49.0 FT) WEST
 AU2123'OF A SECURITY FENCE CORNER POST AT THE SOUTHEAST CORNER OF THE PLANT
 AU2123'AND 0.45 METERS (1.5 FT) SOUTH OF THE SECURITY FENCE.  NOTE, DRIVING
 AU2123'RATE MET.  ROD ANCHORED.
 AU2123'THE MARK IS 0.42 METERS  S FROM A WITNESS POST.
 AU2123'THE MARK IS 0.46 M BELOW LA PALCO BOULEVARD.
 AU2123
 AU2123                          STATION RECOVERY (1984)
 AU2123
 AU2123'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2123'RECOVERED IN GOOD CONDITION.
 AU2123
 AU2123                          STATION RECOVERY (1994)
 AU2123
 AU2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2123'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 45 (BARATARIA
 AU2123'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 3134 IN MARRERO, THENCE
 AU2123'1.7 KM (1.05 MI) WESTERLY ALONG LAPALCO BOULEVARD, 21.1 M (69.2 FT)
 AU2123'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 6.2 M
 AU2123'(20.3 FT) EAST OF THE CENTER OF A ROAD LEADING TO THE MARRERO WASTE
 AU2123'WATER TREATMENT PLANT AND WAREHOUSE AT 6250 LAPALCO BOULEVARD, 1.7 M
 AU2123'(5.6 FT) EAST OF THE EAST POST OF A GATE, 0.5 M (1.6 FT) SOUTH OF A
 AU2123'WITNESS POST AND THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING
 AU2123'THE PLANT, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 AU2123'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2123
 AU2123                          STATION RECOVERY (2004)
 AU2123
 AU2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU2123'RECOVERED AS DESCRIBED.   THE PVC AND LOGO CAP WAS FOUND LYING BESIDE
 AU2123'THE ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3705 ***********************************************************************
 BJ3705  DESIGNATION -  Q 378
 BJ3705  PID         -  BJ3705
 BJ3705  STATE/COUNTY-  LA/ST LANDRY
 BJ3705  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ3705
 BJ3705                         *CURRENT SURVEY CONTROL
 BJ3705  ___________________________________________________________________
 BJ3705* NAD 83(1986)-  30 32 55.     (N)    091 51 01.     (W)     SCALED    
 BJ3705* NAVD 88     -        14.185  (meters)      46.54   (feet)  ADJUSTED  
 BJ3705  ___________________________________________________________________
 BJ3705  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3705  DYNAMIC HT  -          14.166 (meters)      46.48  (feet)  COMP
 BJ3705  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 BJ3705
 BJ3705  VERT ORDER  -  FIRST     CLASS II
 BJ3705
 BJ3705.The horizontal coordinates were scaled from a topographic map and have
 BJ3705.an estimated accuracy of +/- 6 seconds.
 BJ3705
 BJ3705.The orthometric height was determined by differential leveling
 BJ3705.and adjusted by the National Geodetic Survey in February 1994..
 BJ3705
 BJ3705.The geoid height was determined by GEOID03.
 BJ3705
 BJ3705.The dynamic height is computed by dividing the NAVD 88
 BJ3705.geopotential number by the normal gravity value computed on the
 BJ3705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3705.degrees latitude (g = 980.6199 gals.).
 BJ3705
 BJ3705.The modeled gravity was interpolated from observed gravity values.
 BJ3705
 BJ3705;                    North         East    Units  Estimated Accuracy
 BJ3705;SPC LA S     -   227,190.      950,400.      MT  (+/- 180 meters Scaled)
 BJ3705
 BJ3705                          SUPERSEDED SURVEY CONTROL
 BJ3705
 BJ3705.No superseded survey control is available for this station.
 BJ3705
 BJ3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP102801(NAD 83)
 BJ3705_MARKER: I = METAL ROD
 BJ3705_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3705_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3705_STAMPING: Q 378 1986
 BJ3705_MARK LOGO: NGS   
 BJ3705_PROJECTION: FLUSH
 BJ3705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3705+STABILITY: POSITION/ELEVATION WELL
 BJ3705_ROD/PIPE-DEPTH: 18.3 meters
 BJ3705_SLEEVE-DEPTH  : 9.1 meters
 BJ3705
 BJ3705  HISTORY     - Date     Condition        Report By
 BJ3705  HISTORY     - 1986     MONUMENTED       NGS
 BJ3705
 BJ3705                          STATION DESCRIPTION
 BJ3705
 BJ3705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3705'9.6 KM (5.95 MI) WEST FROM KROTZ SPRINGS.
 BJ3705'9.6 KM (6.0 MI) WEST ALONG U.S. HIGHWAY 190 FROM THE WEST END OF THE
 BJ3705'BRIDGE OVER THE ATCHAFALAYA RIVER IN KROTZ SPRINGS TO THE MARK ON THE
 BJ3705'LEFT IN THE HIGHWAY MEDIAN AT A TURN AROUND.  IT IS 7.07 METERS (23.2
 BJ3705'FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 BJ3705'6.70 METERS (22.0 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES
 BJ3705'OF THE HIGHWAY AND 5.79 METERS (19.0 FT) EAST OF THE WEST END OF THE
 BJ3705'MEDIAN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3705'THE MARK IS 0.40 METERS  E FROM  A WITNESS POST
 BJ3705'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1600 ***********************************************************************
 CQ1600  DESIGNATION -  Q 38
 CQ1600  PID         -  CQ1600
 CQ1600  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1600  USGS QUAD   -  CHESTNUT (1986)
 CQ1600
 CQ1600                         *CURRENT SURVEY CONTROL
 CQ1600  ___________________________________________________________________
 CQ1600* NAD 83(1986)-  32 07 01.     (N)    093 04 23.     (W)     SCALED    
 CQ1600* NAVD 88     -        65.18   (+/-2cm)     213.8    (feet)  VERTCON   
 CQ1600  ___________________________________________________________________
 CQ1600  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1600
 CQ1600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1600
 CQ1600.The horizontal coordinates were scaled from a topographic map and have
 CQ1600.an estimated accuracy of +/- 6 seconds.
 CQ1600
 CQ1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1600.The vertical order pertains to the NGVD 29 superseded value.
 CQ1600
 CQ1600.The geoid height was determined by GEOID03.
 CQ1600
 CQ1600;                    North         East    Units  Estimated Accuracy
 CQ1600;SPC LA N     -   179,420.      945,920.      MT  (+/- 180 meters Scaled)
 CQ1600
 CQ1600                          SUPERSEDED SURVEY CONTROL
 CQ1600
 CQ1600  NGVD 29 (??/??/??)   65.224  (m)          213.99   (f) ADJUSTED    2 0
 CQ1600
 CQ1600.Superseded values are not recommended for survey control.
 CQ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1600.See file dsdata.txt to determine how the superseded data were derived.
 CQ1600
 CQ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR931534(NAD 83)
 CQ1600_MARKER: DB = BENCH MARK DISK
 CQ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1600_STAMPING: Q 38 1934
 CQ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1600+STABILITY: SURFACE MOTION
 CQ1600
 CQ1600  HISTORY     - Date     Condition        Report By
 CQ1600  HISTORY     - 1934     MONUMENTED       CGS
 CQ1600  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1600
 CQ1600                          STATION DESCRIPTION
 CQ1600
 CQ1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1600'2.2 MI S FROM ASHLAND.
 CQ1600'ABOUT 2.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ1600'FROM THE STATION AT ASHLAND, NATCHITOCHES PARISH, ABOUT 0.3 MILE
 CQ1600'NORTHWEST OF MILEPOST 117, ABOUT 90 YARDS NORTHWEST OF THE TWENTIETH
 CQ1600'POLE SOUTHEAST OF MILEPOST 116, AT A ROAD CROSSING, ABOUT 16 YARDS
 CQ1600'SOUTHWEST OF THE TRACK, AND 6 FEET EAST OF A FENCE CORNER.  A STANDARD
 CQ1600'DISK, STAMPED Q 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1600
 CQ1600                          STATION RECOVERY (1982)
 CQ1600
 CQ1600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2457 ***********************************************************************
 BK2457  DESIGNATION -  Q 380
 BK2457  PID         -  BK2457
 BK2457  STATE/COUNTY-  LA/CALCASIEU
 BK2457  USGS QUAD   -  DE QUINCY (1994)
 BK2457
 BK2457                         *CURRENT SURVEY CONTROL
 BK2457  ___________________________________________________________________
 BK2457* NAD 83(1986)-  30 25 16.     (N)    093 25 23.     (W)     SCALED    
 BK2457* NAVD 88     -        14.154  (meters)      46.44   (feet)  ADJUSTED  
 BK2457  ___________________________________________________________________
 BK2457  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2457  DYNAMIC HT  -          14.136 (meters)      46.38  (feet)  COMP
 BK2457  MODELED GRAV-     979,337.7   (mgal)                       NAVD 88
 BK2457
 BK2457  VERT ORDER  -  FIRST     CLASS II
 BK2457
 BK2457.The horizontal coordinates were scaled from a topographic map and have
 BK2457.an estimated accuracy of +/- 6 seconds.
 BK2457
 BK2457.The orthometric height was determined by differential leveling
 BK2457.and adjusted by the National Geodetic Survey in February 1994..
 BK2457
 BK2457.The geoid height was determined by GEOID03.
 BK2457
 BK2457.The dynamic height is computed by dividing the NAVD 88
 BK2457.geopotential number by the normal gravity value computed on the
 BK2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2457.degrees latitude (g = 980.6199 gals.).
 BK2457
 BK2457.The modeled gravity was interpolated from observed gravity values.
 BK2457
 BK2457;                    North         East    Units  Estimated Accuracy
 BK2457;SPC LA S     -   214,780.      799,250.      MT  (+/- 180 meters Scaled)
 BK2457
 BK2457                          SUPERSEDED SURVEY CONTROL
 BK2457
 BK2457.No superseded survey control is available for this station.
 BK2457
 BK2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP593655(NAD 83)
 BK2457_MARKER: I = METAL ROD
 BK2457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2457_SP_SET: STAINLESS STEEL ROD
 BK2457_STAMPING: Q 380 1986
 BK2457_MARK LOGO: NGS   
 BK2457_PROJECTION: FLUSH
 BK2457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2457_ROD/PIPE-DEPTH: 6.1  meters
 BK2457
 BK2457  HISTORY     - Date     Condition        Report By
 BK2457  HISTORY     - 1986     MONUMENTED       NGS
 BK2457  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 BK2457  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2457
 BK2457                          STATION DESCRIPTION
 BK2457
 BK2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2457'3.9 KM (2.4 MI) SOUTH FROM DE QUINCY.
 BK2457'3.8 KM (2.35 MILES) SOUTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF
 BK2457'STATE HIGHWAY 12 IN DE QUINCY TO THE JUNCTION OF RIGMAIDEN CEMETERY
 BK2457'ROAD, THENCE 0.08 KM (0.05 MILES) EAST ALONG RIGMAIDEN CEMETERY ROAD
 BK2457'CROSSING A CATTLE GUARD AND THE MARK ON THE LEFT.  IT IS 8.84 METERS
 BK2457'(29.0 FT) NORTH-NORTHWEST OF THE CENTER OF RIGMAIDEN CEMETERY ROAD AND
 BK2457'8.90 METERS (29.2 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 BK2457'CATTLE GUARD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BK2457'LOGO CAP.
 BK2457'THE MARK IS 0.32 METERS  SSE FROM  A WITNESS POST
 BK2457'THE MARK IS ABOVE LEVEL WITH RIGMAIDEN CEMETERY ROAD.
 BK2457
 BK2457                          STATION RECOVERY (1996)
 BK2457
 BK2457'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2457'MARK NOT FOUND.
 BK2457
 BK2457                          STATION RECOVERY (2002)
 BK2457
 BK2457'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3728 ***********************************************************************
 BJ3728  DESIGNATION -  Q 381
 BJ3728  PID         -  BJ3728
 BJ3728  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3728  USGS QUAD   -  PONCHATOULA (1994)
 BJ3728
 BJ3728                         *CURRENT SURVEY CONTROL
 BJ3728  ___________________________________________________________________
 BJ3728* NAD 83(1986)-  30 28 44.     (N)    090 27 23.     (W)     SCALED    
 BJ3728* NAVD 88     -        17.280  (meters)      56.69   (feet)  ADJUSTED  
 BJ3728  ___________________________________________________________________
 BJ3728  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ3728  DYNAMIC HT  -          17.258 (meters)      56.62  (feet)  COMP
 BJ3728  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BJ3728
 BJ3728  VERT ORDER  -  FIRST     CLASS II
 BJ3728
 BJ3728.The horizontal coordinates were scaled from a topographic map and have
 BJ3728.an estimated accuracy of +/- 6 seconds.
 BJ3728
 BJ3728.The orthometric height was determined by differential leveling
 BJ3728.and adjusted by the National Geodetic Survey in February 1994..
 BJ3728
 BJ3728.The geoid height was determined by GEOID03.
 BJ3728
 BJ3728.The dynamic height is computed by dividing the NAVD 88
 BJ3728.geopotential number by the normal gravity value computed on the
 BJ3728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3728.degrees latitude (g = 980.6199 gals.).
 BJ3728
 BJ3728.The modeled gravity was interpolated from observed gravity values.
 BJ3728
 BJ3728;                    North         East    Units  Estimated Accuracy
 BJ3728;SPC LA S     -   219,670.    1,084,200.      MT  (+/- 180 meters Scaled)
 BJ3728
 BJ3728                          SUPERSEDED SURVEY CONTROL
 BJ3728
 BJ3728.No superseded survey control is available for this station.
 BJ3728
 BJ3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP441746(NAD 83)
 BJ3728_MARKER: DV = VERTICAL CONTROL DISK
 BJ3728_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3728_SP_SET: BRIDGE ABUTMENT
 BJ3728_STAMPING: Q 381 1986
 BJ3728_MARK LOGO: NGS   
 BJ3728_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3728+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ3728
 BJ3728  HISTORY     - Date     Condition        Report By
 BJ3728  HISTORY     - 1986     MONUMENTED       NGS
 BJ3728  HISTORY     - 19920611 GOOD             NGS
 BJ3728
 BJ3728                          STATION DESCRIPTION
 BJ3728
 BJ3728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3728'3.0 KM (1.85 MI) SE FROM HAMMOND.
 BJ3728'THE MARK IS ABOVE LEVEL WITH I-12 EAST BOUND LANES.
 BJ3728'3.0 KM (1.85 MI) SOUTHEAST ALONG U.S. HIGHWAY BUSINESS 51 FROM THE
 BJ3728'POST OFFICE IN HAMMOND TO THE INTERSTATE 12 OVERPASS AND THE MARK ON
 BJ3728'THE LEFT IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF THE
 BJ3728'INTERSTATE 12 EAST BOUND EMERGENCY LANE.  IT IS 29.87 METERS (98.0 FT)
 BJ3728'EAST OF THE APPROXIMATE CENTER MEDIAN OF U.S. HIGHWAY 51, 6.46 METERS
 BJ3728'(21.2 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 BJ3728'INTERSTATE 12, 7.47 METERS (24.5 FT) WEST OF THE EAST END OF CONCRETE
 BJ3728'GUARD RAIL AND 0.30 METERS (1.0 FT) NORTH OF THE NORTH FACE OF GUARD
 BJ3728'RAIL.
 BJ3728
 BJ3728                          STATION RECOVERY (1992)
 BJ3728
 BJ3728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ3728'3.0 KM (1.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 BJ3728'IN HAMMOND, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF
 BJ3728'THE EAST CONCRETE ABUTMENT OF THE EASTBOUND INTERSTATE HIGHWAY 12
 BJ3728'OVERPASS OF THE HIGHWAY, 29.9 M (98.1 FT) EAST OF THE CENTER OF THE
 BJ3728'U.S. HIGHWAY, 9.0 M (29.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 6.5
 BJ3728'M (21.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 BJ3728'INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1591 ***********************************************************************
 CQ1591  DESIGNATION -  Q 40
 CQ1591  PID         -  CQ1591
 CQ1591  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1591  USGS QUAD   -  CHESTNUT (1986)
 CQ1591
 CQ1591                         *CURRENT SURVEY CONTROL
 CQ1591  ___________________________________________________________________
 CQ1591* NAD 83(1986)-  32 05 31.     (N)    093 06 17.     (W)     SCALED    
 CQ1591* NAVD 88     -        49.35   (+/-2cm)     161.9    (feet)  VERTCON   
 CQ1591  ___________________________________________________________________
 CQ1591  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ1591
 CQ1591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1591
 CQ1591.The horizontal coordinates were scaled from a topographic map and have
 CQ1591.an estimated accuracy of +/- 6 seconds.
 CQ1591
 CQ1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1591.The vertical order pertains to the NGVD 29 superseded value.
 CQ1591
 CQ1591.The geoid height was determined by GEOID03.
 CQ1591
 CQ1591;                    North         East    Units  Estimated Accuracy
 CQ1591;SPC LA N     -   176,670.      942,920.      MT  (+/- 180 meters Scaled)
 CQ1591
 CQ1591                          SUPERSEDED SURVEY CONTROL
 CQ1591
 CQ1591  NGVD 29 (??/??/??)   49.401  (m)          162.08   (f) ADJUSTED    2 0
 CQ1591
 CQ1591.Superseded values are not recommended for survey control.
 CQ1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1591.See file dsdata.txt to determine how the superseded data were derived.
 CQ1591
 CQ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR901506(NAD 83)
 CQ1591_MARKER: DB = BENCH MARK DISK
 CQ1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1591_STAMPING: Q 40 1934
 CQ1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1591+STABILITY: SURFACE MOTION
 CQ1591
 CQ1591  HISTORY     - Date     Condition        Report By
 CQ1591  HISTORY     - 1934     MONUMENTED       CGS
 CQ1591  HISTORY     - 1938     GOOD             LOCSUR
 CQ1591  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1591
 CQ1591                          STATION DESCRIPTION
 CQ1591
 CQ1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1591'3.9 MI SE FROM ASHLAND.
 CQ1591'3.9 MI SE OF AND ALONG STATE HWY 9 ABOUT 3.7 MILES SOUTH ALONG STATE
 CQ1591'HIGHWAY 304 FROM THE LOUISIANA AND ARKANSAS RAILWAY STATION AT
 CQ1591'ASHLAND, NATCHITOCHES PARISH, ABOUT 350 YARDS NORTH OF A FARMHOUSE,
 CQ1591'ABOUT 225 YARDS SOUTH OF A BRIDGE, 61 FEET EAST OF THE CENTER LINE OF
 CQ1591'THE HIGHWAY, AND AT THE EDGE OF A PINE FOREST. A STANDARD DISK,
 CQ1591'STAMPED Q 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1591
 CQ1591                          STATION RECOVERY (1938)
 CQ1591
 CQ1591'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 CQ1591'RECOVERED IN GOOD CONDITION.
 CQ1591
 CQ1591                          STATION RECOVERY (1982)
 CQ1591
 CQ1591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0175 ***********************************************************************
 BX0175  DESIGNATION -  Q 41
 BX0175  PID         -  BX0175
 BX0175  STATE/COUNTY-  LA/GRANT
 BX0175  USGS QUAD   -  GEORGETOWN (1984)
 BX0175
 BX0175                         *CURRENT SURVEY CONTROL
 BX0175  ___________________________________________________________________
 BX0175* NAD 83(1986)-  31 46 40.     (N)    092 27 12.     (W)     SCALED    
 BX0175* NAVD 88     -        32.42   (+/-2cm)     106.4    (feet)  VERTCON   
 BX0175  ___________________________________________________________________
 BX0175  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0175
 BX0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0175
 BX0175.The horizontal coordinates were scaled from a topographic map and have
 BX0175.an estimated accuracy of +/- 6 seconds.
 BX0175
 BX0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0175.The vertical order pertains to the NGVD 29 superseded value.
 BX0175
 BX0175.The geoid height was determined by GEOID03.
 BX0175
 BX0175;                    North         East    Units  Estimated Accuracy
 BX0175;SPC LA N     -   141,670.    1,004,420.      MT  (+/- 180 meters Scaled)
 BX0175
 BX0175                          SUPERSEDED SURVEY CONTROL
 BX0175
 BX0175  NGVD 29 (??/??/??)   32.434  (m)          106.41   (f) ADJUSTED    2 0
 BX0175
 BX0175.Superseded values are not recommended for survey control.
 BX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0175.See file dsdata.txt to determine how the superseded data were derived.
 BX0175
 BX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR517159(NAD 83)
 BX0175_MARKER: DB = BENCH MARK DISK
 BX0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0175_STAMPING: Q 41 1935
 BX0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0175+STABILITY: SURFACE MOTION
 BX0175
 BX0175  HISTORY     - Date     Condition        Report By
 BX0175  HISTORY     - 1935     MONUMENTED       CGS
 BX0175  HISTORY     - 1950     GOOD             CGS
 BX0175
 BX0175                          STATION DESCRIPTION
 BX0175
 BX0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0175'4.3 MI W FROM GEORGETOWN.
 BX0175'4.3 MI W OF STATION ALONG THE L AND A R R 51 FEET S OF CENTER OF
 BX0175'TRACK.  22 FEET SW OF MILE POST 165.  2 FEET N OF FENCE.  750 FEET W
 BX0175'OF A CATTLE GUARD.  IN EDGE OF PINE FOREST.
 BX0175
 BX0175                          STATION RECOVERY (1950)
 BX0175
 BX0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1873 ***********************************************************************
 CQ1873  DESIGNATION -  Q 42
 CQ1873  PID         -  CQ1873
 CQ1873  STATE/COUNTY-  LA/BOSSIER
 CQ1873  USGS QUAD   -  WARDVIEW (1971)
 CQ1873
 CQ1873                         *CURRENT SURVEY CONTROL
 CQ1873  ___________________________________________________________________
 CQ1873* NAD 83(1986)-  32 53 56.     (N)    093 46 36.     (W)     SCALED    
 CQ1873* NAVD 88     -        93.551  (meters)     306.93   (feet)  ADJUSTED  
 CQ1873  ___________________________________________________________________
 CQ1873  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CQ1873  DYNAMIC HT  -          93.447 (meters)     306.58  (feet)  COMP
 CQ1873  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CQ1873
 CQ1873  VERT ORDER  -  FIRST     CLASS II
 CQ1873
 CQ1873.The horizontal coordinates were scaled from a topographic map and have
 CQ1873.an estimated accuracy of +/- 6 seconds.
 CQ1873
 CQ1873.The orthometric height was determined by differential leveling
 CQ1873.and adjusted by the National Geodetic Survey in June 1991..
 CQ1873
 CQ1873.The geoid height was determined by GEOID03.
 CQ1873
 CQ1873.The dynamic height is computed by dividing the NAVD 88
 CQ1873.geopotential number by the normal gravity value computed on the
 CQ1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1873.degrees latitude (g = 980.6199 gals.).
 CQ1873
 CQ1873.The modeled gravity was interpolated from observed gravity values.
 CQ1873
 CQ1873;                    North         East    Units  Estimated Accuracy
 CQ1873;SPC LA N     -   266,700.      880,550.      MT  (+/- 180 meters Scaled)
 CQ1873
 CQ1873                          SUPERSEDED SURVEY CONTROL
 CQ1873
 CQ1873  NGVD 29 (??/??/??)   93.615  (m)          307.14   (f) ADJUSTED    1 2
 CQ1873
 CQ1873.Superseded values are not recommended for survey control.
 CQ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1873.See file dsdata.txt to determine how the superseded data were derived.
 CQ1873
 CQ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS273403(NAD 83)
 CQ1873_MARKER: DB = BENCH MARK DISK
 CQ1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1873_STAMPING: Q 42 1935
 CQ1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1873+STABILITY: SURFACE MOTION
 CQ1873
 CQ1873  HISTORY     - Date     Condition        Report By
 CQ1873  HISTORY     - 1935     MONUMENTED       CGS
 CQ1873  HISTORY     - 1969     GOOD             LADH
 CQ1873  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1873
 CQ1873                          STATION DESCRIPTION
 CQ1873
 CQ1873'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1873'4.7 MI W FROM PLAIN DEALING.
 CQ1873'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1873'PLAIN DEALING, THENCE 4.25 MILES WEST ALONG STATE HIGHWAY 2, THENCE
 CQ1873'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 537, 27 FEET SOUTH OF CENTER
 CQ1873'LINE OF HIGHWAY, 18 FEET EAST OF A POWER AND TELEPHONE POLE WITH 2
 CQ1873'GUYWIRES, 0.7 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP
 CQ1873'OF A CONCRETE POST PROJECTING 2 INCHES.  SEC 14, T 22N, R 14W.
 CQ1873
 CQ1873                          STATION RECOVERY (1987)
 CQ1873
 CQ1873'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1192 ***********************************************************************
 BK1192  DESIGNATION -  Q 43
 BK1192  PID         -  BK1192
 BK1192  STATE/COUNTY-  LA/ALLEN
 BK1192  USGS QUAD   -  OAKDALE (1993)
 BK1192
 BK1192                         *CURRENT SURVEY CONTROL
 BK1192  ___________________________________________________________________
 BK1192* NAD 83(1986)-  30 50 48.     (N)    092 44 55.     (W)     SCALED    
 BK1192* NAVD 88     -        37.92   (+/-2cm)     124.4    (feet)  VERTCON   
 BK1192  ___________________________________________________________________
 BK1192  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BK1192
 BK1192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1192
 BK1192.The horizontal coordinates were scaled from a topographic map and have
 BK1192.an estimated accuracy of +/- 6 seconds.
 BK1192
 BK1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1192.The vertical order pertains to the NGVD 29 superseded value.
 BK1192
 BK1192.The geoid height was determined by GEOID03.
 BK1192
 BK1192;                    North         East    Units  Estimated Accuracy
 BK1192;SPC LA S     -   260,960.      864,620.      MT  (+/- 180 meters Scaled)
 BK1192
 BK1192                          SUPERSEDED SURVEY CONTROL
 BK1192
 BK1192  NGVD 29 (??/??/??)   37.913  (m)          124.39   (f) ADJUSTED    2 0
 BK1192
 BK1192.Superseded values are not recommended for survey control.
 BK1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1192.See file dsdata.txt to determine how the superseded data were derived.
 BK1192
 BK1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ240126(NAD 83)
 BK1192_MARKER: DB = BENCH MARK DISK
 BK1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1192_STAMPING: Q 43 1935
 BK1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1192+STABILITY: SURFACE MOTION
 BK1192
 BK1192  HISTORY     - Date     Condition        Report By
 BK1192  HISTORY     - 1935     MONUMENTED       CGS
 BK1192
 BK1192                          STATION DESCRIPTION
 BK1192
 BK1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1192'3.0 MI SE FROM ELIZABETH.
 BK1192'3.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1192'THE STATION AT ELIZABETH, ALLEN PARISH, 100 FEET WEST OF MILEPOST 75,
 BK1192'SOUTH OF A SIDING AND A SECTION FOREMAN HOUSE, AND 30 FEET SOUTH OF
 BK1192'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 43 1935 AND
 BK1192'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1910 ***********************************************************************
 BK1910  DESIGNATION -  Q 44
 BK1910  PID         -  BK1910
 BK1910  STATE/COUNTY-  LA/BEAUREGARD
 BK1910  USGS QUAD   -  NEALE (1986)
 BK1910
 BK1910                         *CURRENT SURVEY CONTROL
 BK1910  ___________________________________________________________________
 BK1910* NAD 83(1986)-  30 46 05.     (N)    093 29 50.     (W)     SCALED    
 BK1910* NAVD 88     -        38.70   (+/-2cm)     127.0    (feet)  VERTCON   
 BK1910  ___________________________________________________________________
 BK1910  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK1910
 BK1910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1910
 BK1910.The horizontal coordinates were scaled from a topographic map and have
 BK1910.an estimated accuracy of +/- 6 seconds.
 BK1910
 BK1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1910.The vertical order pertains to the NGVD 29 superseded value.
 BK1910
 BK1910.The geoid height was determined by GEOID03.
 BK1910
 BK1910;                    North         East    Units  Estimated Accuracy
 BK1910;SPC LA S     -   253,360.      792,850.      MT  (+/- 180 meters Scaled)
 BK1910
 BK1910                          SUPERSEDED SURVEY CONTROL
 BK1910
 BK1910  NGVD 29 (??/??/??)   38.772  (m)          127.20   (f) ADJUSTED    2 0
 BK1910
 BK1910.Superseded values are not recommended for survey control.
 BK1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1910.See file dsdata.txt to determine how the superseded data were derived.
 BK1910
 BK1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ524040(NAD 83)
 BK1910_MARKER: DB = BENCH MARK DISK
 BK1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1910_STAMPING: Q 44 1935
 BK1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1910+STABILITY: SURFACE MOTION
 BK1910
 BK1910  HISTORY     - Date     Condition        Report By
 BK1910  HISTORY     - 1935     MONUMENTED       CGS
 BK1910  HISTORY     - 1956     MARK NOT FOUND   USGS
 BK1910
 BK1910                          STATION DESCRIPTION
 BK1910
 BK1910'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BK1910'2.9 MI NE FROM MERRYVILLE.
 BK1910'2.9 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1910'THE STATION AT MERRYVILLE, BEAUREGARD PARISH, AT A ROAD CROSSING, 43
 BK1910'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 31 FEET WEST OF THE
 BK1910'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Q 44 1935 AND SET IN
 BK1910'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1013 ***********************************************************************
 CQ1013  DESIGNATION -  Q 47
 CQ1013  PID         -  CQ1013
 CQ1013  STATE/COUNTY-  LA/LINCOLN
 CQ1013  USGS QUAD   -  SIMSBORO (1994)
 CQ1013
 CQ1013                         *CURRENT SURVEY CONTROL
 CQ1013  ___________________________________________________________________
 CQ1013* NAD 83(1986)-  32 32 32.     (N)    092 51 20.     (W)     SCALED    
 CQ1013* NAVD 88     -       101.066  (meters)     331.58   (feet)  ADJUSTED  
 CQ1013  ___________________________________________________________________
 CQ1013  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1013  DYNAMIC HT  -         100.952 (meters)     331.21  (feet)  COMP
 CQ1013  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 CQ1013
 CQ1013  VERT ORDER  -  FIRST     CLASS I
 CQ1013
 CQ1013.The horizontal coordinates were scaled from a topographic map and have
 CQ1013.an estimated accuracy of +/- 6 seconds.
 CQ1013
 CQ1013.The orthometric height was determined by differential leveling
 CQ1013.and adjusted by the National Geodetic Survey in June 1991..
 CQ1013
 CQ1013.The geoid height was determined by GEOID03.
 CQ1013
 CQ1013.The dynamic height is computed by dividing the NAVD 88
 CQ1013.geopotential number by the normal gravity value computed on the
 CQ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1013.degrees latitude (g = 980.6199 gals.).
 CQ1013
 CQ1013.The modeled gravity was interpolated from observed gravity values.
 CQ1013
 CQ1013;                    North         East    Units  Estimated Accuracy
 CQ1013;SPC LA N     -   226,490.      966,600.      MT  (+/- 180 meters Scaled)
 CQ1013
 CQ1013                          SUPERSEDED SURVEY CONTROL
 CQ1013
 CQ1013  NGVD 29 (??/??/??)  101.138  (m)          331.82   (f) ADJUSTED    1 1
 CQ1013
 CQ1013.Superseded values are not recommended for survey control.
 CQ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1013.See file dsdata.txt to determine how the superseded data were derived.
 CQ1013
 CQ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS135005(NAD 83)
 CQ1013_MARKER: DB = BENCH MARK DISK
 CQ1013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1013_SP_SET: CULVERT
 CQ1013_STAMPING: Q 47 1934
 CQ1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1013
 CQ1013  HISTORY     - Date     Condition        Report By
 CQ1013  HISTORY     - 1934     MONUMENTED       CGS
 CQ1013  HISTORY     - 1969     GOOD             CGS
 CQ1013
 CQ1013                          STATION DESCRIPTION
 CQ1013
 CQ1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1013'4.0 MI E FROM ARCADIA.
 CQ1013'ABOUT 2.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1013'STATION AT ARCADIA, THENCE 1.3 MILES EAST ALONG U.S. HIGHWAY 80, OR
 CQ1013'ABOUT 4.05 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL
 CQ1013'AT SIMSBORO, 82 YARDS EAST OF A JUNCTION OF A GRAVELED ROAD AND THE
 CQ1013'HIGHWAY, 88 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 CQ1013'SOUTH OF THE SOUTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, SET IN THE
 CQ1013'TOP OF THE EAST END OF THE SOUTH STONE HEADWALL OF A CULVERT UNDER THE
 CQ1013'TRACK, 6 FEET BELOW THE LEVEL OF THE TRACK, AND 3 FEET BELOW THE LEVEL
 CQ1013'OF THE HIGHWAY.  SEC 14, T 18N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0934 ***********************************************************************
 CQ0934  DESIGNATION -  Q 48
 CQ0934  PID         -  CQ0934
 CQ0934  STATE/COUNTY-  LA/JACKSON
 CQ0934  USGS QUAD   -  JONESBORO NORTH (1985)
 CQ0934
 CQ0934                         *CURRENT SURVEY CONTROL
 CQ0934  ___________________________________________________________________
 CQ0934* NAD 83(1986)-  32 17 38.     (N)    092 43 22.     (W)     SCALED    
 CQ0934* NAVD 88     -        48.91   (+/-2cm)     160.5    (feet)  VERTCON   
 CQ0934  ___________________________________________________________________
 CQ0934  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0934
 CQ0934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0934
 CQ0934.The horizontal coordinates were scaled from a topographic map and have
 CQ0934.an estimated accuracy of +/- 6 seconds.
 CQ0934
 CQ0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0934.The vertical order pertains to the NGVD 29 superseded value.
 CQ0934
 CQ0934.The geoid height was determined by GEOID03.
 CQ0934
 CQ0934;                    North         East    Units  Estimated Accuracy
 CQ0934;SPC LA N     -   198,920.      979,020.      MT  (+/- 180 meters Scaled)
 CQ0934
 CQ0934                          SUPERSEDED SURVEY CONTROL
 CQ0934
 CQ0934  NGVD 29 (??/??/??)   48.966  (m)          160.65   (f) ADJUSTED    2 0
 CQ0934
 CQ0934.Superseded values are not recommended for survey control.
 CQ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0934.See file dsdata.txt to determine how the superseded data were derived.
 CQ0934
 CQ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR261730(NAD 83)
 CQ0934_MARKER: DB = BENCH MARK DISK
 CQ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0934_STAMPING: Q 48 1934
 CQ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0934+STABILITY: SURFACE MOTION
 CQ0934
 CQ0934  HISTORY     - Date     Condition        Report By
 CQ0934  HISTORY     - 1934     MONUMENTED       CGS
 CQ0934  HISTORY     - 1935     GOOD             CGS
 CQ0934
 CQ0934                          STATION DESCRIPTION
 CQ0934
 CQ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0934'1.4 MI N FROM HODGE.
 CQ0934'1.4 MILES NORTH OF AND ALONG THE C. R. I. AND P. R.R. 92 YARDS S.W. OF
 CQ0934'MILE POLE 172/15.  75 YARDS S.W. OF A SWITCH ON THE NORTH END OF A
 CQ0934'SIDING.  AND 30 FEET S.E. OF CENTER OF MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0533 ***********************************************************************
 CQ0533  DESIGNATION -  Q 49
 CQ0533  PID         -  CQ0533
 CQ0533  STATE/COUNTY-  LA/JACKSON
 CQ0533  USGS QUAD   -  EROS (1982)
 CQ0533
 CQ0533                         *CURRENT SURVEY CONTROL
 CQ0533  ___________________________________________________________________
 CQ0533* NAD 83(1986)-  32 23 39.     (N)    092 25 19.     (W)     SCALED    
 CQ0533* NAVD 88     -        68.46   (+/-2cm)     224.6    (feet)  VERTCON   
 CQ0533  ___________________________________________________________________
 CQ0533  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0533
 CQ0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0533
 CQ0533.The horizontal coordinates were scaled from a topographic map and have
 CQ0533.an estimated accuracy of +/- 6 seconds.
 CQ0533
 CQ0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0533.The vertical order pertains to the NGVD 29 superseded value.
 CQ0533
 CQ0533.The geoid height was determined by GEOID03.
 CQ0533
 CQ0533;                    North         East    Units  Estimated Accuracy
 CQ0533;SPC LA N     -   210,020.    1,007,340.      MT  (+/- 180 meters Scaled)
 CQ0533
 CQ0533                          SUPERSEDED SURVEY CONTROL
 CQ0533
 CQ0533  NGVD 29 (??/??/??)   68.509  (m)          224.77   (f) ADJUSTED    2 0
 CQ0533
 CQ0533.Superseded values are not recommended for survey control.
 CQ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0533.See file dsdata.txt to determine how the superseded data were derived.
 CQ0533
 CQ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR543842(NAD 83)
 CQ0533_MARKER: DB = BENCH MARK DISK
 CQ0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0533_SP_SET: BUILDING
 CQ0533_STAMPING: Q 49 1935
 CQ0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0533
 CQ0533  HISTORY     - Date     Condition        Report By
 CQ0533  HISTORY     - 1935     MONUMENTED       CGS
 CQ0533  HISTORY     - 1950     GOOD             CGS
 CQ0533
 CQ0533                          STATION DESCRIPTION
 CQ0533
 CQ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0533'IN EROS.
 CQ0533'AT EROS, JACKSON PARISH, AT THE HIGH SCHOOL, AT THE SOUTHWEST
 CQ0533'ENTRANCE, AND IN THE TOP OF THE SOUTHEAST END OF THE FIRST CONCRETE
 CQ0533'STEP.  A STANDARD DISK, STAMPED Q 49 1935.  NOTE-- THE HIGH SCHOOL IS
 CQ0533'0.4 MILE EAST OF THE TREMONT AND GULF RAILWAY STATION AT EROS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1103 ***********************************************************************
 CQ1103  DESIGNATION -  Q 57
 CQ1103  PID         -  CQ1103
 CQ1103  STATE/COUNTY-  LA/LINCOLN
 CQ1103  USGS QUAD   -  DUBACH (1985)
 CQ1103
 CQ1103                         *CURRENT SURVEY CONTROL
 CQ1103  ___________________________________________________________________
 CQ1103* NAD 83(1986)-  32 41 55.     (N)    092 39 17.     (W)     SCALED    
 CQ1103* NAVD 88     -        43.092  (meters)     141.38   (feet)  ADJUSTED  
 CQ1103  ___________________________________________________________________
 CQ1103  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1103  DYNAMIC HT  -          43.044 (meters)     141.22  (feet)  COMP
 CQ1103  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 CQ1103
 CQ1103  VERT ORDER  -  SECOND    CLASS 0
 CQ1103
 CQ1103.The horizontal coordinates were scaled from a topographic map and have
 CQ1103.an estimated accuracy of +/- 6 seconds.
 CQ1103
 CQ1103.The orthometric height was determined by differential leveling
 CQ1103.and adjusted by the National Geodetic Survey in June 1991..
 CQ1103
 CQ1103.The geoid height was determined by GEOID03.
 CQ1103
 CQ1103.The dynamic height is computed by dividing the NAVD 88
 CQ1103.geopotential number by the normal gravity value computed on the
 CQ1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1103.degrees latitude (g = 980.6199 gals.).
 CQ1103
 CQ1103.The modeled gravity was interpolated from observed gravity values.
 CQ1103
 CQ1103;                    North         East    Units  Estimated Accuracy
 CQ1103;SPC LA N     -   243,790.      985,490.      MT  (+/- 180 meters Scaled)
 CQ1103
 CQ1103                          SUPERSEDED SURVEY CONTROL
 CQ1103
 CQ1103  NGVD 29 (??/??/??)   43.175  (m)          141.65   (f) ADJUSTED    2 0
 CQ1103
 CQ1103.Superseded values are not recommended for survey control.
 CQ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1103.See file dsdata.txt to determine how the superseded data were derived.
 CQ1103
 CQ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS323179(NAD 83)
 CQ1103_MARKER: DB = BENCH MARK DISK
 CQ1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1103_STAMPING: Q 57 1934
 CQ1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1103+STABILITY: SURFACE MOTION
 CQ1103
 CQ1103  HISTORY     - Date     Condition        Report By
 CQ1103  HISTORY     - 1934     MONUMENTED       CGS
 CQ1103  HISTORY     - 1969     GOOD             LADH
 CQ1103
 CQ1103                          STATION DESCRIPTION
 CQ1103
 CQ1103'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1103'12.1 MI N FROM RUSTON.
 CQ1103'LOCATED 12.1 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1103'PARISH COURTHOUSE IN RUSTON TO THE MARK ON THE RIGHT.  IT IS IN THE
 CQ1103'SMALL TOWN OF DUBACH, 1 1/2 BLOCKS EAST OF THE HIGHWAY, 17.7 FEET
 CQ1103'NORTH OF THE NORTHWEST CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 CQ1103'RAILROAD DEPOT, 18.2 FEET EAST OF THE MAIN TRACK EAST RAIL, 45 FEET
 CQ1103'WEST OF THE SIDE TRACK WEST RAIL AND 53 FEET SOUTH OF A TELEGRAPH
 CQ1103'POLE.  IT IS A C AND GS B. M. DISK STAMPED Q 57 1934 AND SET IN THE
 CQ1103'TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0227 ***********************************************************************
 CQ0227  DESIGNATION -  Q 58
 CQ0227  PID         -  CQ0227
 CQ0227  STATE/COUNTY-  LA/UNION
 CQ0227  USGS QUAD   -  MARION WEST (1988)
 CQ0227
 CQ0227                         *CURRENT SURVEY CONTROL
 CQ0227  ___________________________________________________________________
 CQ0227* NAD 83(1986)-  32 53 56.     (N)    092 15 01.     (W)     SCALED    
 CQ0227* NAVD 88     -        47.81   (+/-2cm)     156.9    (feet)  VERTCON   
 CQ0227  ___________________________________________________________________
 CQ0227  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ0227
 CQ0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0227
 CQ0227.The horizontal coordinates were scaled from a topographic map and have
 CQ0227.an estimated accuracy of +/- 6 seconds.
 CQ0227
 CQ0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0227.The vertical order pertains to the NGVD 29 superseded value.
 CQ0227
 CQ0227.The geoid height was determined by GEOID03.
 CQ0227
 CQ0227;                    North         East    Units  Estimated Accuracy
 CQ0227;SPC LA N     -   266,020.    1,023,370.      MT  (+/- 180 meters Scaled)
 CQ0227
 CQ0227                          SUPERSEDED SURVEY CONTROL
 CQ0227
 CQ0227  NGVD 29 (??/??/??)   47.895  (m)          157.14   (f) ADJUSTED    2 0
 CQ0227
 CQ0227.Superseded values are not recommended for survey control.
 CQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0227.See file dsdata.txt to determine how the superseded data were derived.
 CQ0227
 CQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS701403(NAD 83)
 CQ0227_MARKER: DB = BENCH MARK DISK
 CQ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0227_STAMPING: Q 58 1934
 CQ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0227+STABILITY: SURFACE MOTION
 CQ0227
 CQ0227  HISTORY     - Date     Condition        Report By
 CQ0227  HISTORY     - 1934     MONUMENTED       CGS
 CQ0227  HISTORY     - 1950     GOOD             CGS
 CQ0227
 CQ0227                          STATION DESCRIPTION
 CQ0227
 CQ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0227'IN MARION.
 CQ0227'AT MARION, UNION PARISH, 74 YARDS SOUTH OF THE SOUTH END OF THE
 CQ0227'MISSOURI PACIFIC RAILROAD STATION, 33 FEET EAST OF THE CENTERLINE OF
 CQ0227'THE MAIN TRACK, AND 14 FEET WEST OF THE CENTERLINE OF A SIDETRACK.  A
 CQ0227'STANDARD DISK, STAMPED Q 58 1934 AND SET IN THE TOP OF A CONCRETE
 CQ0227'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1150 ***********************************************************************
 BX1150  DESIGNATION -  Q 67
 BX1150  PID         -  BX1150
 BX1150  STATE/COUNTY-  LA/VERNON
 BX1150  USGS QUAD   -  TEMPLE (1972)
 BX1150
 BX1150                         *CURRENT SURVEY CONTROL
 BX1150  ___________________________________________________________________
 BX1150* NAD 83(1986)-  31 16 43.     (N)    092 57 17.     (W)     SCALED    
 BX1150* NAVD 88     -        85.76   (+/-2cm)     281.4    (feet)  VERTCON   
 BX1150  ___________________________________________________________________
 BX1150  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BX1150
 BX1150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1150
 BX1150.The horizontal coordinates were scaled from a topographic map and have
 BX1150.an estimated accuracy of +/- 6 seconds.
 BX1150
 BX1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1150.The vertical order pertains to the NGVD 29 superseded value.
 BX1150
 BX1150.The geoid height was determined by GEOID03.
 BX1150
 BX1150;                    North         East    Units  Estimated Accuracy
 BX1150;SPC LA N     -    86,420.      956,700.      MT  (+/- 180 meters Scaled)
 BX1150
 BX1150                          SUPERSEDED SURVEY CONTROL
 BX1150
 BX1150  NGVD 29 (??/??/??)   85.797  (m)          281.49   (f) ADJUSTED    2 0
 BX1150
 BX1150.Superseded values are not recommended for survey control.
 BX1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1150.See file dsdata.txt to determine how the superseded data were derived.
 BX1150
 BX1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ043604(NAD 83)
 BX1150_MARKER: DB = BENCH MARK DISK
 BX1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1150_STAMPING: Q 67 1935
 BX1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1150+STABILITY: SURFACE MOTION
 BX1150
 BX1150  HISTORY     - Date     Condition        Report By
 BX1150  HISTORY     - 1935     MONUMENTED       CGS
 BX1150  HISTORY     - 1943     GOOD             CGS
 BX1150  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1150
 BX1150                          STATION DESCRIPTION
 BX1150
 BX1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1150'IN TEMPLE.
 BX1150'AT TEMPLE, VERNON PARISH, ON STATE HIGHWAY 107, 108 YARDS EAST OF A
 BX1150'STORE, AT THE POST OFFICE, 8 YARDS NORTH OF THE CENTERLINE OF THE
 BX1150'HIGHWAY, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED Q 67 1935
 BX1150'AND SET IN THE TOP OF A CONCRETE POST.
 BX1150
 BX1150                          STATION RECOVERY (1994)
 BX1150
 BX1150'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0971 ***********************************************************************
 BX0971  DESIGNATION -  Q 68
 BX0971  PID         -  BX0971
 BX0971  STATE/COUNTY-  LA/RAPIDES
 BX0971  USGS QUAD   -  CHENEYVILLE (1992)
 BX0971
 BX0971                         *CURRENT SURVEY CONTROL
 BX0971  ___________________________________________________________________
 BX0971* NAD 83(1986)-  31 01 35.     (N)    092 19 20.     (W)     SCALED    
 BX0971* NAVD 88     -        21.09   (+/-2cm)      69.2    (feet)  VERTCON   
 BX0971  ___________________________________________________________________
 BX0971  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BX0971
 BX0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0971
 BX0971.The horizontal coordinates were scaled from a topographic map and have
 BX0971.an estimated accuracy of +/- 6 seconds.
 BX0971
 BX0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0971.The vertical order pertains to the NGVD 29 superseded value.
 BX0971
 BX0971.The geoid height was determined by GEOID03.
 BX0971
 BX0971;                    North         East    Units  Estimated Accuracy
 BX0971;SPC LA N     -    58,380.    1,016,970.      MT  (+/- 180 meters Scaled)
 BX0971
 BX0971                          SUPERSEDED SURVEY CONTROL
 BX0971
 BX0971  NGVD 29 (??/??/??)   21.069  (m)           69.12   (f) ADJUSTED    2 0
 BX0971
 BX0971.Superseded values are not recommended for survey control.
 BX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0971.See file dsdata.txt to determine how the superseded data were derived.
 BX0971
 BX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ646327(NAD 83)
 BX0971_MARKER: DB = BENCH MARK DISK
 BX0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0971_STAMPING: Q 68 1935
 BX0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0971+STABILITY: SURFACE MOTION
 BX0971
 BX0971  HISTORY     - Date     Condition        Report By
 BX0971  HISTORY     - 1935     MONUMENTED       CGS
 BX0971  HISTORY     - 1960     MARK NOT FOUND   CGS
 BX0971  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0971
 BX0971                          STATION DESCRIPTION
 BX0971
 BX0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0971'2.0 MI NW FROM CHENEYVILLE.
 BX0971'THE MARK IS LOCATED 2.0 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0971'RAILROAD FROM THE STATION AT CHENEYVILLE, RAPIDES PARISH, ABOUT 483
 BX0971'YARDS SOUTH OF MILEPOST 173 ABOUT 5 YARDS EAST OF THE CENTERLINE OF
 BX0971'THE TRACK, AND ABOUT 9 YARDS WEST OF THE CENTER OF U.S. HIGHWAY 71. A
 BX0971'STANDARD DISK, STAMPED Q 68 1935 SET IN THE TOP OF A CONCRETE POST.
 BX0971
 BX0971                          STATION RECOVERY (1999)
 BX0971
 BX0971'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0219 ***********************************************************************
 BJ0219  DESIGNATION -  Q 69
 BJ0219  PID         -  BJ0219
 BJ0219  STATE/COUNTY-  LA/ST LANDRY
 BJ0219  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0219
 BJ0219                         *CURRENT SURVEY CONTROL
 BJ0219  ___________________________________________________________________
 BJ0219* NAD 83(1986)-  30 41 36.     (N)    091 46 02.     (W)     SCALED    
 BJ0219* NAVD 88     -        10.967  (meters)      35.98   (feet)  ADJUSTED  
 BJ0219  ___________________________________________________________________
 BJ0219  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0219  DYNAMIC HT  -          10.953 (meters)      35.94  (feet)  COMP
 BJ0219  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 BJ0219
 BJ0219  VERT ORDER  -  FIRST     CLASS I
 BJ0219
 BJ0219.The horizontal coordinates were scaled from a topographic map and have
 BJ0219.an estimated accuracy of +/- 6 seconds.
 BJ0219
 BJ0219.The orthometric height was determined by differential leveling
 BJ0219.and adjusted by the National Geodetic Survey in February 1994..
 BJ0219
 BJ0219.The geoid height was determined by GEOID03.
 BJ0219
 BJ0219.The dynamic height is computed by dividing the NAVD 88
 BJ0219.geopotential number by the normal gravity value computed on the
 BJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0219.degrees latitude (g = 980.6199 gals.).
 BJ0219
 BJ0219.The modeled gravity was interpolated from observed gravity values.
 BJ0219
 BJ0219;                    North         East    Units  Estimated Accuracy
 BJ0219;SPC LA S     -   243,200.      958,430.      MT  (+/- 180 meters Scaled)
 BJ0219
 BJ0219                          SUPERSEDED SURVEY CONTROL
 BJ0219
 BJ0219  NAVD 88 (06/15/91)   11.007  (m)           36.11   (f) UNKNOWN     1 1
 BJ0219  NGVD 29 (??/??/??)   10.971  (m)           35.99   (f) ADJUSTED    1 1
 BJ0219
 BJ0219.Superseded values are not recommended for survey control.
 BJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0219.See file dsdata.txt to determine how the superseded data were derived.
 BJ0219
 BJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP180962(NAD 83)
 BJ0219_MARKER: DB = BENCH MARK DISK
 BJ0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0219_SP_SET: ABUTMENT
 BJ0219_STAMPING: Q 69 1935
 BJ0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0219
 BJ0219  HISTORY     - Date     Condition        Report By
 BJ0219  HISTORY     - 1935     MONUMENTED       CGS
 BJ0219  HISTORY     - 1960     GOOD             CGS
 BJ0219  HISTORY     - 1976     GOOD             NGS
 BJ0219
 BJ0219                          STATION DESCRIPTION
 BJ0219
 BJ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BJ0219'1.9 MI NW FROM MELVILLE.
 BJ0219'LOCATED 1.9 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BJ0219'MELVILLE, 15 POLES WEST OF MILEPOST 130, AT A STEEL BRIDGE NO. 130.4,
 BJ0219'3 POLES WEST OF A LEVEE, AND 7 FEET NORTH OF THE NORTH RAIL OF THE
 BJ0219'TRACK.  IT IS A STANDARD DISK, STAMPED Q 69 1935 SET IN THE NORTHWEST
 BJ0219'CORNER OF THE EAST ABUTMENT OF THE BRIDGE.  IT IS ABOUT LEVEL WITH THE
 BJ0219'TRACKS.
 BJ0219
 BJ0219                          STATION RECOVERY (1976)
 BJ0219
 BJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0219'1.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATE
 BJ0219'HIGHWAY 105 UNDERPASS, AT STEEL TRUSS RAILROAD BRIDGE 130.4, 7.0 FT
 BJ0219'NORTH OF THE NORTH RAIL, IN THE TOP OF THE NORTH END OF THE EAST
 BJ0219'CONCRETE ABUTMENT, 0.6 FT SOUTH OF THE NORTH END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1798 ***********************************************************************
 BJ1798  DESIGNATION -  Q 75 RESET 1964
 BJ1798  PID         -  BJ1798
 BJ1798  STATE/COUNTY-  LA/ST HELENA
 BJ1798  USGS QUAD   -  GREENSBURG (1981)
 BJ1798
 BJ1798                         *CURRENT SURVEY CONTROL
 BJ1798  ___________________________________________________________________
 BJ1798* NAD 83(1986)-  30 50 38.     (N)    090 42 07.     (W)     SCALED    
 BJ1798* NAVD 88     -        82.454  (meters)     270.52   (feet)  ADJUSTED  
 BJ1798  ___________________________________________________________________
 BJ1798  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1798  DYNAMIC HT  -          82.347 (meters)     270.17  (feet)  COMP
 BJ1798  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ1798
 BJ1798  VERT ORDER  -  SECOND    CLASS I
 BJ1798
 BJ1798.The horizontal coordinates were scaled from a topographic map and have
 BJ1798.an estimated accuracy of +/- 6 seconds.
 BJ1798
 BJ1798.The orthometric height was determined by differential leveling
 BJ1798.and adjusted by the National Geodetic Survey in February 1994..
 BJ1798
 BJ1798.The geoid height was determined by GEOID03.
 BJ1798
 BJ1798.The dynamic height is computed by dividing the NAVD 88
 BJ1798.geopotential number by the normal gravity value computed on the
 BJ1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1798.degrees latitude (g = 980.6199 gals.).
 BJ1798
 BJ1798.The modeled gravity was interpolated from observed gravity values.
 BJ1798
 BJ1798;                    North         East    Units  Estimated Accuracy
 BJ1798;SPC LA S     -   259,980.    1,060,400.      MT  (+/- 180 meters Scaled)
 BJ1798
 BJ1798                          SUPERSEDED SURVEY CONTROL
 BJ1798
 BJ1798  NGVD 29 (??/??/??)   82.45   (m)          270.5    (f) RESET       3  
 BJ1798
 BJ1798.Superseded values are not recommended for survey control.
 BJ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1798.See file dsdata.txt to determine how the superseded data were derived.
 BJ1798
 BJ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ197145(NAD 83)
 BJ1798_MARKER: DB = BENCH MARK DISK
 BJ1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1798_STAMPING: Q 75 RESET 1964
 BJ1798_MARK LOGO: CGS   
 BJ1798_PROJECTION: FLUSH
 BJ1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1798+STABILITY: SURFACE MOTION
 BJ1798
 BJ1798  HISTORY     - Date     Condition        Report By
 BJ1798  HISTORY     - 1964     MONUMENTED       CGS
 BJ1798  HISTORY     - 1984     GOOD             LADTD
 BJ1798
 BJ1798                          STATION DESCRIPTION
 BJ1798
 BJ1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1798'2.0 MI W FROM GREENSBURG.
 BJ1798'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 10 FROM THE METHODIST CHURCH
 BJ1798'AT GREENSBURG, ON THE PROPERTY OF WILLIE HIGGINBOTHON, 50 FEET SOUTH
 BJ1798'OF THE CENTERLINE OF THE ROAD, 78 FEET WEST OF THE CENTERLINE OF THE
 BJ1798'DRIVEWAY TO THE HOUSE, 60 FEET WEST OF A POWER POLE, 14 FEET SOUTH OF
 BJ1798'A FENCE CORNER, 1 FOOT SOUTH OF A WITNESS POST, AND SET IN THE TOP OF
 BJ1798'A CONCRETE POST PROJECTING 4 INCHES.
 BJ1798
 BJ1798                          STATION RECOVERY (1984)
 BJ1798
 BJ1798'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1798'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 3.9 KM
 BJ1798'(2.4 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN GREENSBURG TO
 BJ1798'THE BENCH MARK ON THE LEFT AND WEST OF A GRAVEL DRIVE, 23.2 METERS
 BJ1798'(76 FT) WEST OF THE CENTER OF THE GRAVEL DRIVE, 18.3 METERS (60 FT)
 BJ1798'WEST OF POWER POLE NUMBER GW23-1, 15.2 METERS (50 FT) SOUTH OF THE
 BJ1798'CENTER OF HIGHWAY 10, AND 4.6 METERS (15 FT) SOUTHEAST OF A USBM
 BJ1798'CONCRETE MARKER.
 BJ1798'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BJ1798'THE MARK IS 0.61 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1253 ***********************************************************************
 BJ1253  DESIGNATION -  Q 80
 BJ1253  PID         -  BJ1253
 BJ1253  STATE/COUNTY-  LA/WASHINGTON
 BJ1253  USGS QUAD   -  FOLSOM (1983)
 BJ1253
 BJ1253                         *CURRENT SURVEY CONTROL
 BJ1253  ___________________________________________________________________
 BJ1253* NAD 83(1986)-  30 42 03.     (N)    090 11 01.     (W)     SCALED    
 BJ1253* NAVD 88     -        49.05   (+/-2cm)     160.9    (feet)  VERTCON   
 BJ1253  ___________________________________________________________________
 BJ1253  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ1253
 BJ1253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1253
 BJ1253.The horizontal coordinates were scaled from a topographic map and have
 BJ1253.an estimated accuracy of +/- 6 seconds.
 BJ1253
 BJ1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1253.The vertical order pertains to the NGVD 29 superseded value.
 BJ1253
 BJ1253.The geoid height was determined by GEOID03.
 BJ1253
 BJ1253;                    North         East    Units  Estimated Accuracy
 BJ1253;SPC LA S     -   244,510.    1,110,140.      MT  (+/- 180 meters Scaled)
 BJ1253
 BJ1253                          SUPERSEDED SURVEY CONTROL
 BJ1253
 BJ1253  NGVD 29 (??/??/??)   49.136  (m)          161.21   (f) ADJUSTED    2 0
 BJ1253
 BJ1253.Superseded values are not recommended for survey control.
 BJ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1253.See file dsdata.txt to determine how the superseded data were derived.
 BJ1253
 BJ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP697998(NAD 83)
 BJ1253_MARKER: DB = BENCH MARK DISK
 BJ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1253_STAMPING: Q 80 1935 161
 BJ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1253+STABILITY: SURFACE MOTION
 BJ1253
 BJ1253  HISTORY     - Date     Condition        Report By
 BJ1253  HISTORY     - 1935     MONUMENTED       CGS
 BJ1253  HISTORY     - 1955     GOOD             CGS
 BJ1253
 BJ1253                          STATION DESCRIPTION
 BJ1253
 BJ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1253'5.4 MI N FROM FOLSOM.
 BJ1253'LOCATED 5.4 MILES NORTH ALONG STATE HIGHWAY 34 FROM THE MAIN CROSSROAD
 BJ1253'IN FOLSOM, 71 YARDS NORTH OF THE ST. TAMMANY-WASHINGTON PARISH LINE,
 BJ1253'IN THE NORTHEAST CORNER OF THE FRONT YARD OF A WHITE HOUSE, 85 FEET
 BJ1253'NORTH-NORTHEAST OF THE NORTH BRICK PILLAR OF THE FRONT PORCH, 45 FEET
 BJ1253'WEST OF THE CENTER OF STATE HIGHWAY 34, 81 FEET NORTH OF THE NORTH
 BJ1253'EDGE OF THE SIDEWALK LEADING TO THE HOUSE, 13 FEET SOUTH OF THE NORTH
 BJ1253'FENCE LINE, AND 15.5 FEET WEST OF THE EAST FENCE LINE AROUND THE
 BJ1253'HOUSE.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BJ1253'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1254 ***********************************************************************
 BJ1254  DESIGNATION -  Q 80 RESET 1961
 BJ1254  PID         -  BJ1254
 BJ1254  STATE/COUNTY-  LA/WASHINGTON
 BJ1254  USGS QUAD   -  FOLSOM (1983)
 BJ1254
 BJ1254                         *CURRENT SURVEY CONTROL
 BJ1254  ___________________________________________________________________
 BJ1254* NAD 83(1986)-  30 42 03.     (N)    090 11 01.     (W)     SCALED    
 BJ1254* NAVD 88     -        48.764  (meters)     159.99   (feet)  ADJUSTED  
 BJ1254  ___________________________________________________________________
 BJ1254  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ1254  DYNAMIC HT  -          48.700 (meters)     159.78  (feet)  COMP
 BJ1254  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BJ1254
 BJ1254  VERT ORDER  -  SECOND    CLASS I
 BJ1254
 BJ1254.The horizontal coordinates were scaled from a topographic map and have
 BJ1254.an estimated accuracy of +/- 6 seconds.
 BJ1254
 BJ1254.The orthometric height was determined by differential leveling
 BJ1254.and adjusted by the National Geodetic Survey in February 1994..
 BJ1254
 BJ1254.The geoid height was determined by GEOID03.
 BJ1254
 BJ1254.The dynamic height is computed by dividing the NAVD 88
 BJ1254.geopotential number by the normal gravity value computed on the
 BJ1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1254.degrees latitude (g = 980.6199 gals.).
 BJ1254
 BJ1254.The modeled gravity was interpolated from observed gravity values.
 BJ1254
 BJ1254;                    North         East    Units  Estimated Accuracy
 BJ1254;SPC LA S     -   244,510.    1,110,140.      MT  (+/- 180 meters Scaled)
 BJ1254
 BJ1254                          SUPERSEDED SURVEY CONTROL
 BJ1254
 BJ1254  NGVD 29 (??/??/??)   48.86   (m)          160.3    (f) RESET       3  
 BJ1254
 BJ1254.Superseded values are not recommended for survey control.
 BJ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1254.See file dsdata.txt to determine how the superseded data were derived.
 BJ1254
 BJ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP697998(NAD 83)
 BJ1254_MARKER: DB = BENCH MARK DISK
 BJ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1254_STAMPING: Q 80 RESET 1961
 BJ1254_MARK LOGO: CGS   
 BJ1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1254+STABILITY: SURFACE MOTION
 BJ1254
 BJ1254  HISTORY     - Date     Condition        Report By
 BJ1254  HISTORY     - 1961     MONUMENTED       CGS
 BJ1254  HISTORY     - 1982     GOOD             LADTD
 BJ1254
 BJ1254                          STATION DESCRIPTION
 BJ1254
 BJ1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BJ1254'5.4 MI N FROM FOLSOM.
 BJ1254'THIS MARK IS LOCATED IN WASHINGTON PARISH, 5.4 MILES NORTH ALONG STATE
 BJ1254'HIGHWAY 25 FROM THE MAIN CROSSROADS AT FOLSOM, IN THE NORTHEAST CORNER
 BJ1254'OF THE FRONT YARD OF A LARGE WHITE HOUSE OWNED BY MR. GEORGE SIMMONS
 BJ1254'AND AT THE SOUTHEAST CORNER OF A SMALL FIELD, 60 FEET WEST OF THE
 BJ1254'CENTER OF THE HIGHWAY, 106 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BJ1254'THE HOUSE, 1 FOOT SOUTH OF A FENCE CORNER, 24 FEET NORTH OF THE NORTH
 BJ1254'ONE OF 4 18-INCH PINE TREES, 1 FOOT EAST OF A FENCELINE AND 1 FOOT
 BJ1254'SOUTHWEST OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED Q 80
 BJ1254'RESET 1961, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BJ1254'PROJECTING 4 INCHES ABOVE THE GROUND.
 BJ1254
 BJ1254                          STATION RECOVERY (1982)
 BJ1254
 BJ1254'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1020 ***********************************************************************
 BJ1020  DESIGNATION -  Q 94 RESET
 BJ1020  PID         -  BJ1020
 BJ1020  STATE/COUNTY-  LA/IBERVILLE
 BJ1020  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1020
 BJ1020                         *CURRENT SURVEY CONTROL
 BJ1020  ___________________________________________________________________
 BJ1020* NAD 83(1986)-  30 17 24.     (N)    091 12 49.     (W)     SCALED    
 BJ1020* NAVD 88     -         8.292  (meters)      27.20   (feet)  ADJUSTED  
 BJ1020  ___________________________________________________________________
 BJ1020  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ1020  DYNAMIC HT  -           8.281 (meters)      27.17  (feet)  COMP
 BJ1020  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BJ1020
 BJ1020  VERT ORDER  -  FIRST     CLASS I
 BJ1020
 BJ1020.The horizontal coordinates were scaled from a topographic map and have
 BJ1020.an estimated accuracy of +/- 6 seconds.
 BJ1020
 BJ1020.The orthometric height was determined by differential leveling
 BJ1020.and adjusted by the National Geodetic Survey in February 1994..
 BJ1020
 BJ1020.The geoid height was determined by GEOID03.
 BJ1020
 BJ1020.The dynamic height is computed by dividing the NAVD 88
 BJ1020.geopotential number by the normal gravity value computed on the
 BJ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1020.degrees latitude (g = 980.6199 gals.).
 BJ1020
 BJ1020.The modeled gravity was interpolated from observed gravity values.
 BJ1020
 BJ1020;                    North         East    Units  Estimated Accuracy
 BJ1020;SPC LA S     -   198,420.    1,011,520.      MT  (+/- 180 meters Scaled)
 BJ1020
 BJ1020                          SUPERSEDED SURVEY CONTROL
 BJ1020
 BJ1020  NGVD 29 (??/??/??)    8.357  (m)           27.42   (f) ADJUSTED    1 1
 BJ1020
 BJ1020.Superseded values are not recommended for survey control.
 BJ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1020.See file dsdata.txt to determine how the superseded data were derived.
 BJ1020
 BJ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP718522(NAD 83)
 BJ1020_MARKER: DB = BENCH MARK DISK
 BJ1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1020_SP_SET: CONCRETE POST
 BJ1020_STAMPING: Q 94 1938 RESET 1956
 BJ1020_MARK LOGO: CGS   
 BJ1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1020+STABILITY: SURFACE MOTION
 BJ1020
 BJ1020  HISTORY     - Date     Condition        Report By
 BJ1020  HISTORY     - 1956     MONUMENTED       CGS
 BJ1020  HISTORY     - 1964     GOOD             CGS
 BJ1020  HISTORY     - 1976     GOOD             NGS
 BJ1020  HISTORY     - 1986     GOOD             NGS
 BJ1020
 BJ1020                          STATION DESCRIPTION
 BJ1020
 BJ1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1020'7.3 MI NW FROM SAINT GABRIEL.
 BJ1020'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1020'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 3.25 MILES NORTHWEST ALONG
 BJ1020'STATE HIGHWAY 75, THENCE 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 991,
 BJ1020'NEAR THE MOUNT OLIVE BAPTIST CHURCH, 40 FEET NORTHEAST OF THE CENTER
 BJ1020'LINE OF THE HIGHWAY, 91.7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 BJ1020'CHURCH BUILDING, 97 1/2 FEET NORTHWEST OF POWER LINE POLE NO. 61, 1.9
 BJ1020'FEET SOUTH OF A FENCE LINE, 1.8 FEET WEST OF A GATE POST, 2 FEET EAST
 BJ1020'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 BJ1020'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 BJ1020'ABOVE THE LEVEL OF THE GROUND.
 BJ1020
 BJ1020                          STATION RECOVERY (1976)
 BJ1020
 BJ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1020'7.2 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH STATE
 BJ1020'HIGHWAY 74, THENCE 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 991, AT THE
 BJ1020'MOUNT OLIVE BAPTIST CHURCH, 41 FT NORTH OF THE CENTER LINE OF THE
 BJ1020'HIGHWAY, 10 FT WEST OF THE CENTER LINE OF A METAL GATE AT ENTRANCE TO
 BJ1020'CHURCH, 91.7 FT SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 98.3 FT
 BJ1020'WEST NORTHWEST OF POWER POLE NUMBER 61, 1.9 FT SOUTH OF A FENCE LINE
 BJ1020'1.8 FT WEST OF A GATE POST.
 BJ1020
 BJ1020                          STATION RECOVERY (1986)
 BJ1020
 BJ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1026 ***********************************************************************
 BX1026  DESIGNATION -  Q 96
 BX1026  PID         -  BX1026
 BX1026  STATE/COUNTY-  LA/RAPIDES
 BX1026  USGS QUAD   -  BOYCE (1992)
 BX1026
 BX1026                         *CURRENT SURVEY CONTROL
 BX1026  ___________________________________________________________________
 BX1026* NAD 83(1986)-  31 25 51.     (N)    092 43 10.     (W)     SCALED    
 BX1026* NAVD 88     -        30.31   (+/-2cm)      99.4    (feet)  VERTCON   
 BX1026  ___________________________________________________________________
 BX1026  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX1026
 BX1026  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1026
 BX1026.The horizontal coordinates were scaled from a topographic map and have
 BX1026.an estimated accuracy of +/- 6 seconds.
 BX1026
 BX1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1026.The vertical order pertains to the NGVD 29 superseded value.
 BX1026
 BX1026.The geoid height was determined by GEOID03.
 BX1026
 BX1026;                    North         East    Units  Estimated Accuracy
 BX1026;SPC LA N     -   103,230.      979,140.      MT  (+/- 180 meters Scaled)
 BX1026
 BX1026                          SUPERSEDED SURVEY CONTROL
 BX1026
 BX1026  NGVD 29 (??/??/??)   30.312  (m)           99.45   (f) ADJUSTED    1 2
 BX1026
 BX1026.Superseded values are not recommended for survey control.
 BX1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1026.See file dsdata.txt to determine how the superseded data were derived.
 BX1026
 BX1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ266773(NAD 83)
 BX1026_MARKER: DB = BENCH MARK DISK
 BX1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1026_STAMPING: Q 96 1938
 BX1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1026+STABILITY: SURFACE MOTION
 BX1026
 BX1026  HISTORY     - Date     Condition        Report By
 BX1026  HISTORY     - 1938     MONUMENTED       CGS
 BX1026  HISTORY     - 1969     GOOD             LADTD
 BX1026  HISTORY     - 1977     GOOD             NGS
 BX1026  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1026
 BX1026                          STATION DESCRIPTION
 BX1026
 BX1026'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1026'1.5 MI NW FROM ZIMMERMAN.
 BX1026'ABOUT 1.5 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BX1026'THE OLD CROSSING TO THE ZIMMERMAN OFFICE BUILDING IN RAPIDES PARISH. 5
 BX1026'3/4 POLES WEST OF MILE POST 213 AT THE GEORGE SMITH CROSSING.  43 FEET
 BX1026'NORTH OF THE NORTH RAIL.  12 FEET SOUTH OF THE RAILROAD RIGHT OF WAY
 BX1026'FENCE.  DISK IN THE TOP OF CONCRETE POST PROJECTING 12 INCHES.  A
 BX1026'STEEL WITNESS POST IS SET 2 FEET SOUTH OF THE MARK.
 BX1026
 BX1026                          STATION RECOVERY (1977)
 BX1026
 BX1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1026'RECOVERED IN GOOD CONDITION.
 BX1026
 BX1026                          STATION RECOVERY (1999)
 BX1026
 BX1026'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1605 ***********************************************************************
 CQ1605  DESIGNATION -  Q 98
 CQ1605  PID         -  CQ1605
 CQ1605  STATE/COUNTY-  LA/WEBSTER
 CQ1605  USGS QUAD   -  HEFLIN (1972)
 CQ1605
 CQ1605                         *CURRENT SURVEY CONTROL
 CQ1605  ___________________________________________________________________
 CQ1605* NAD 83(1986)-  32 29 54.     (N)    093 16 52.     (W)     SCALED    
 CQ1605* NAVD 88     -        61.51   (+/-2cm)     201.8    (feet)  VERTCON   
 CQ1605  ___________________________________________________________________
 CQ1605  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1605
 CQ1605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1605
 CQ1605.The horizontal coordinates were scaled from a topographic map and have
 CQ1605.an estimated accuracy of +/- 6 seconds.
 CQ1605
 CQ1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1605.The vertical order pertains to the NGVD 29 superseded value.
 CQ1605
 CQ1605.The geoid height was determined by GEOID03.
 CQ1605
 CQ1605;                    North         East    Units  Estimated Accuracy
 CQ1605;SPC LA N     -   221,830.      926,600.      MT  (+/- 180 meters Scaled)
 CQ1605
 CQ1605                          SUPERSEDED SURVEY CONTROL
 CQ1605
 CQ1605  NGVD 29 (??/??/??)   61.575  (m)          202.02   (f) ADJUSTED    2 0
 CQ1605
 CQ1605.Superseded values are not recommended for survey control.
 CQ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1605.See file dsdata.txt to determine how the superseded data were derived.
 CQ1605
 CQ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR735957(NAD 83)
 CQ1605_MARKER: DB = BENCH MARK DISK
 CQ1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1605_STAMPING: Q-98 1938
 CQ1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1605+STABILITY: SURFACE MOTION
 CQ1605
 CQ1605  HISTORY     - Date     Condition        Report By
 CQ1605  HISTORY     - 1938     MONUMENTED       CGS
 CQ1605
 CQ1605                          STATION DESCRIPTION
 CQ1605
 CQ1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1605'2.90 MI SE FROM SIBLEY.
 CQ1605'ABOUT 2.9 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ1605'FROM THE STATION AT SIBLEY, WEBSTER PARISH, AT MILEPOST 86, 42 FEET
 CQ1605'WEST OF THE CENTER OF A ROAD CROSSING, 42 FEET WEST OF THE WEST RAIL,
 CQ1605'AND 21 FEET NORTH OF A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK,
 CQ1605'STAMPED Q 98 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1929 ***********************************************************************
 BX1929  DESIGNATION -  Q 99
 BX1929  PID         -  BX1929
 BX1929  STATE/COUNTY-  LA/SABINE
 BX1929  USGS QUAD   -  MANY (1994)
 BX1929
 BX1929                         *CURRENT SURVEY CONTROL
 BX1929  ___________________________________________________________________
 BX1929* NAD 83(1986)-  31 30 40.     (N)    093 27 54.     (W)     SCALED    
 BX1929* NAVD 88     -       115.08   (+/-2cm)     377.6    (feet)  VERTCON   
 BX1929  ___________________________________________________________________
 BX1929  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX1929
 BX1929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1929
 BX1929.The horizontal coordinates were scaled from a topographic map and have
 BX1929.an estimated accuracy of +/- 6 seconds.
 BX1929
 BX1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1929.The vertical order pertains to the NGVD 29 superseded value.
 BX1929
 BX1929.The geoid height was determined by GEOID03.
 BX1929
 BX1929;                    North         East    Units  Estimated Accuracy
 BX1929;SPC LA N     -   112,520.      908,340.      MT  (+/- 180 meters Scaled)
 BX1929
 BX1929                          SUPERSEDED SURVEY CONTROL
 BX1929
 BX1929  NGVD 29 (??/??/??)  115.160  (m)          377.82   (f) ADJUSTED    2 0
 BX1929
 BX1929.Superseded values are not recommended for survey control.
 BX1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1929.See file dsdata.txt to determine how the superseded data were derived.
 BX1929
 BX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ558863(NAD 83)
 BX1929_MARKER: DB = BENCH MARK DISK
 BX1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1929_STAMPING: Q 99 1938
 BX1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1929+STABILITY: SURFACE MOTION
 BX1929
 BX1929  HISTORY     - Date     Condition        Report By
 BX1929  HISTORY     - 1938     MONUMENTED       CGS
 BX1929  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1929
 BX1929                          STATION DESCRIPTION
 BX1929
 BX1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1929'1.2 MI N FROM FISHER.
 BX1929'1.2 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1929'STATION AT FISHER, SABINE PARISH, 0.3 MILE NORTH OF MILEPOST 638, 0.2
 BX1929'MILE NORTHWEST OF A FOREST WATCH TOWER, AT A CURVE, AT THE SOUTH END
 BX1929'OF A SMALL CUT, 42 FEET WEST OF THE WEST RAIL, AND 16 FEET SOUTHWEST
 BX1929'OF A POLE.  A STANDARD DISK, STAMPED Q 99 1938 AND SET IN THE TOP OF A
 BX1929'CONCRETE POST.
 BX1929
 BX1929                          STATION RECOVERY (2001)
 BX1929
 BX1929'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1282 ***********************************************************************
 BK1282  DESIGNATION -  QQ 100
 BK1282  PID         -  BK1282
 BK1282  STATE/COUNTY-  LA/VERNON
 BK1282  USGS QUAD   -  ROSEPINE (1994)
 BK1282
 BK1282                         *CURRENT SURVEY CONTROL
 BK1282  ___________________________________________________________________
 BK1282* NAD 83(1986)-  30 55 42.     (N)    093 16 51.     (W)     SCALED    
 BK1282* NAVD 88     -        69.28   (+/-2cm)     227.3    (feet)  VERTCON   
 BK1282  ___________________________________________________________________
 BK1282  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BK1282
 BK1282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1282
 BK1282.The horizontal coordinates were scaled from a topographic map and have
 BK1282.an estimated accuracy of +/- 6 seconds.
 BK1282
 BK1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1282.The vertical order pertains to the NGVD 29 superseded value.
 BK1282
 BK1282.The geoid height was determined by GEOID03.
 BK1282
 BK1282;                    North         East    Units  Estimated Accuracy
 BK1282;SPC LA N     -    47,760.      925,370.      MT  (+/- 180 meters Scaled)
 BK1282
 BK1282                          SUPERSEDED SURVEY CONTROL
 BK1282
 BK1282  NGVD 29 (??/??/??)   69.440  (m)          227.82   (f) ADJUSTED    2 0
 BK1282
 BK1282.Superseded values are not recommended for survey control.
 BK1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1282.See file dsdata.txt to determine how the superseded data were derived.
 BK1282
 BK1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ731216(NAD 83)
 BK1282_MARKER: DB = BENCH MARK DISK
 BK1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1282_STAMPING: QQ 100 1938
 BK1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1282+STABILITY: SURFACE MOTION
 BK1282
 BK1282  HISTORY     - Date     Condition        Report By
 BK1282  HISTORY     - 1938     MONUMENTED       CGS
 BK1282  HISTORY     - 1941     GOOD             CGS
 BK1282  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1282  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1282
 BK1282                          STATION DESCRIPTION
 BK1282
 BK1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 BK1282'5.7 MI N FROM DE RIDDER.
 BK1282'IN VERNON PARISH, 5.7 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1282'RAILWAY FROM DE RIDDER, BEAUREGARD PARISH, 0.5 MILE NORTH OF ROSE
 BK1282'PINE, AT THE SOUTHWEST CURVE OF U.S. HIGHWAY 171, 100 FEET SOUTHWEST
 BK1282'OF A WX SIGN, 50 FEET NORTH OF A POLE, 40 FEET WEST OF THE WEST RAIL,
 BK1282'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED QQ 100 1938
 BK1282'AND SET IN THE TOP OF A CONCRETE POST.
 BK1282
 BK1282                          STATION RECOVERY (1994)
 BK1282
 BK1282'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1282'MARK NOT FOUND.
 BK1282
 BK1282                          STATION RECOVERY (2001)
 BK1282
 BK1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1282'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1197 ***********************************************************************
 AT1197  DESIGNATION -  QUATRE
 AT1197  PID         -  AT1197
 AT1197  STATE/COUNTY-  LA/PLAQUEMINES
 AT1197  USGS QUAD   -  BAY RONQUILLE (1993)
 AT1197
 AT1197                         *CURRENT SURVEY CONTROL
 AT1197  ___________________________________________________________________
 AT1197* NAD 83(1992)-  29 18 30.80855(N)    089 51 11.17741(W)     ADJUSTED  
 AT1197* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1197  **This station is located in a subsidence area (see below).
 AT1197  ___________________________________________________________________
 AT1197  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AT1197  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AT1197
 AT1197  HORZ ORDER  -  SECOND
 AT1197
 AT1197.The horizontal coordinates were established by classical geodetic methods
 AT1197.and adjusted by the National Geodetic Survey in January 1993..
 AT1197
 AT1197 ** The orthometric height has not been validated since last determined
 AT1197 ** by differential leveling and should not be used for control purposes.
 AT1197 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1197 ** area with valid NAVD 88 orthometric heights.
 AT1197 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1197 ** epoch indicated which incorporates improved geoid heights for the
 AT1197 ** Southern Louisiana Subsidence area.
 AT1197 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1197.The orthometric height was scaled from a topographic map.
 AT1197
 AT1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1197
 AT1197.The geoid height was determined by GEOID03.
 AT1197
 AT1197;                    North         East     Units Scale Factor Converg.
 AT1197;SPC LA S     -    90,554.998 1,143,797.157   MT  0.99999820   +0 44 24.5
 AT1197;SPC LA S     -   297,095.86  3,752,607.84   sFT  0.99999820   +0 44 24.5
 AT1197;UTM  16      - 3,245,551.305   222,877.031   MT  1.00054774   -1 23 51.1
 AT1197
 AT1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1197!SPC LA S     -   1.00000378  x   0.99999820  =   1.00000198
 AT1197!UTM  16      -   1.00000378  x   1.00054774  =   1.00055152
 AT1197
 AT1197|---------------------------------------------------------------------|
 AT1197| PID    Reference Object                     Distance      Geod. Az  |
 AT1197|                                                           dddmmss.s |
 AT1197| DD7976 QUATRE RM 2                          27.530 METERS 23133     |
 AT1197| AT1210 SUGAR CENTRAL CHIMNEY               APPROX. 7.5 KM 2464610.9 |
 AT1197| AT1216 INDEPENDENCE ISLAND HOUSE           APPROX. 8.1 KM 2710206.9 |
 AT1197| DD7975 QUATRE RM 1                          23.050 METERS 31238     |
 AT1197| AT1222 CAT BAY LIGHT                       APPROX. 3.7 KM 3230352.9 |
 AT1197| AT1193 CAT                                 APPROX. 5.0 KM 3470013.1 |
 AT1197|---------------------------------------------------------------------|
 AT1197
 AT1197                          SUPERSEDED SURVEY CONTROL
 AT1197
 AT1197  NAD 83(1986)-  29 18 30.82033(N)    089 51 11.18643(W) AD(       ) 2
 AT1197  NAD 27      -  29 18 30.01200(N)    089 51 10.93900(W) AD(       ) 2
 AT1197
 AT1197.Superseded values are not recommended for survey control.
 AT1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1197.See file dsdata.txt to determine how the superseded data were derived.
 AT1197
 AT1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2287745551(NAD 83)
 AT1197_MARKER: DS = TRIANGULATION STATION DISK
 AT1197_SETTING: 0 = UNSPECIFIED SETTING
 AT1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1197
 AT1197  HISTORY     - Date     Condition        Report By
 AT1197  HISTORY     - 1927     MONUMENTED       CGS
 AT1197  HISTORY     - 1934     GOOD             CGS
 AT1197  HISTORY     - 1936     GOOD             CGS
 AT1197  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1197
 AT1197                          STATION DESCRIPTION
 AT1197
 AT1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1197'ON THE WESTERN SIDE OF QUATRE BAYOU PASS 150 METERS (492 FEET) FROM
 AT1197'THE HIGH-WATER
 AT1197'MARK OF THE PASS, ABOUT 85 METERS (279 FEET)
 AT1197'FROM THE WESTERN SHORE OF THE
 AT1197'ENTRANCE TO QUATRE BAYOUS, AND
 AT1197'ABOUT 100 METERS, (328 FEET) FROM THE SHORE OF
 AT1197'THE GULF.  THE
 AT1197'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AT1197'CONCRETE AT
 AT1197'THE CENTER OF TOPS OF TILES.
 AT1197'
 AT1197'REFERENCE MARK NO. 1 IS 23.05 METERS (75.6 FEET) FROM THE
 AT1197'STATION N 47 DEG 22 MIN W.
 AT1197'
 AT1197'REFERENCE MARK NO. 2 IS 27.53 METERS (90.3 FEET) FROM THE
 AT1197'STATION S 51 DEG 33 MIN W.
 AT1197'
 AT1197'QUATRE BAYOU LIGHT IS 28.16 METERS (92.4 FEET) FROM THE
 AT1197'STATION S 15 DEG 47 MIN E.
 AT1197
 AT1197                          STATION RECOVERY (1936)
 AT1197
 AT1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1197'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION PROTRUDING
 AT1197'ABOUT 1 FOOT ABOVE
 AT1197'SURFACE.  DISTANCES CHECKED.
 AT1197'
 AT1197'ON THE W SHORE OF THE ENTRANCE TO QUATRE BAYOU, ABOUT 86
 AT1197'METERS SSW OF
 AT1197'NEAREST HIGH-WATER LINE AND 28 METERS NNW OF
 AT1197'QUATRE BAYOU LIGHT.
 AT1197
 AT1197                          STATION RECOVERY (1965)
 AT1197
 AT1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1197'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WAS NOT
 AT1197'RECOVERED.
 AT1197'REFERENCE MARK 2 WAS FOUND LYING IN THE MARSH AT THE SOUTHEAST
 AT1197'END OF THE ISLAND
 AT1197'AND IT APPEARS THAT THE TIP OF THE ISLAND WHERE THE
 AT1197'STATION WAS LOCATED HAS BEEN WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1194 ***********************************************************************
 AT1194  DESIGNATION -  QUATRE 2
 AT1194  PID         -  AT1194
 AT1194  STATE/COUNTY-  LA/PLAQUEMINES
 AT1194  USGS QUAD   -  BAY RONQUILLE (1993)
 AT1194
 AT1194                         *CURRENT SURVEY CONTROL
 AT1194  ___________________________________________________________________
 AT1194* NAD 83(1992)-  29 18 43.02261(N)    089 51 34.52754(W)     ADJUSTED  
 AT1194* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 AT1194  **This station is located in a subsidence area (see below).
 AT1194  ___________________________________________________________________
 AT1194  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AT1194  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AT1194
 AT1194  HORZ ORDER  -  SECOND
 AT1194
 AT1194.The horizontal coordinates were established by classical geodetic methods
 AT1194.and adjusted by the National Geodetic Survey in January 1993..
 AT1194
 AT1194 ** The orthometric height has not been validated since last determined
 AT1194 ** by differential leveling and should not be used for control purposes.
 AT1194 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1194 ** area with valid NAVD 88 orthometric heights.
 AT1194 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1194 ** epoch indicated which incorporates improved geoid heights for the
 AT1194 ** Southern Louisiana Subsidence area.
 AT1194 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1194
 AT1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1194
 AT1194.The geoid height was determined by GEOID03.
 AT1194
 AT1194;                    North         East     Units Scale Factor Converg.
 AT1194;SPC LA S     -    90,922.905 1,143,162.257   MT  0.99999749   +0 44 12.8
 AT1194;SPC LA S     -   298,302.90  3,750,524.84   sFT  0.99999749   +0 44 12.8
 AT1194;UTM  16      - 3,245,942.855   222,255.954   MT  1.00055200   -1 24 03.1
 AT1194
 AT1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1194!SPC LA S     -   1.00000354  x   0.99999749  =   1.00000103
 AT1194!UTM  16      -   1.00000354  x   1.00055200  =   1.00055555
 AT1194
 AT1194:                Primary Azimuth Mark                     Grid Az
 AT1194:SPC LA S     -  GRAND ECAILLE FREEPORT CO MAST           044 42 05.3
 AT1194:UTM  16      -  GRAND ECAILLE FREEPORT CO MAST           046 50 21.2
 AT1194
 AT1194|---------------------------------------------------------------------|
 AT1194| PID    Reference Object                     Distance      Geod. Az  |
 AT1194|                                                           dddmmss.s |
 AT1194| AT1187 GRAND ECAILLE FREEPORT CO MAST      APPROX.10.7 KM 0452618.1 |
 AT1194| DD7977 QUATRE 2 RM 3                        12.150 METERS 05003     |
 AT1194| AT1195 QUATRE BAYOU LIGHT 3                255.161 METERS 09535     |
 AT1194| DD7979 QUATRE 2 RM 5                        75.234 METERS 14846     |
 AT1194| DD7978 QUATRE 2 RM 4                        14.360 METERS 23056     |
 AT1194|---------------------------------------------------------------------|
 AT1194
 AT1194                          SUPERSEDED SURVEY CONTROL
 AT1194
 AT1194  NAD 83(1986)-  29 18 43.03441(N)    089 51 34.53630(W) AD(       ) 2
 AT1194  NAD 27      -  29 18 42.22596(N)    089 51 34.28428(W) AD(       ) 2
 AT1194  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AT1194
 AT1194.Superseded values are not recommended for survey control.
 AT1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1194.See file dsdata.txt to determine how the superseded data were derived.
 AT1194
 AT1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2225645943(NAD 83)
 AT1194_MARKER: DS = TRIANGULATION STATION DISK
 AT1194_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1194+WITH SETTING: INFORMATION.
 AT1194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1194
 AT1194  HISTORY     - Date     Condition        Report By
 AT1194  HISTORY     - 1966     MONUMENTED       CGS
 AT1194  HISTORY     - 1971     GOOD             USGS
 AT1194  HISTORY     - 1979     GOOD             NGS
 AT1194
 AT1194                          STATION DESCRIPTION
 AT1194
 AT1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1194'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF PORT SULPHUR, ABOUT
 AT1194'10 MILES NORTHEAST
 AT1194'OF GRAND ISLE, ABOUT 6 MILES SOUTHWEST OF LAKE GRANDE
 AT1194'ECAILLE, ON WEST SIDE OF QUATRE
 AT1194'BAYOUS PASS AND ABOUT 550 FEET WEST
 AT1194'OF QUATRE BAYOU LIGHT NO. 3.
 AT1194'
 AT1194'STATION MARK, A STANDARD DISK STAMPED QUATRE 2 1966, IS CRIMPED
 AT1194'TO THE TOP OF A
 AT1194'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 AT1194'ENCASED IN A 4 INCH ORANGEBURG
 AT1194'SOIL PIPE.  THE MARK 120 FEET SOUTH OF
 AT1194'SOUTH END OF DAM ACROSS CANAL, 120 FEET SOUTHEAST
 AT1194'OF SOUTH SIDE OF
 AT1194'CANAL, 2 FEET NORTHEAST OF WITNESS POST AND THE MARK PROJECTS ABOUT
 AT1194'2.5 FEET ABOVE THE GROUND.
 AT1194'
 AT1194'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED QUATRE 2
 AT1194'NO 3 1966, IS
 AT1194'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD
 AT1194'24 FEET LONG WHICH IS ENCASED IN
 AT1194'A 4 INCH ORANGEBURG SOIL PIPE.  THE
 AT1194'MARK IS 92 FEET SOUTH-SOUTHEAST OF SOUTH END OF
 AT1194'DAM, 41.5 FEET NORTHEAST
 AT1194'OF WITNESS POST AND THE MARK PROJECTS ABOUT 2 FEET ABOVE THE
 AT1194'GROUND.
 AT1194'
 AT1194'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED QUATRE 2
 AT1194'NO 4 1966, IS
 AT1194'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD
 AT1194'24 FEET LONG WHICH IS ENCASED IN
 AT1194'A 4 INCH ORANGEBURG SOIL PIPE.  THE
 AT1194'MARK IS 126 FEET SOUTHEAST OF SOUTH SIDE OF CANAL,
 AT1194'45.5 FEET SOUTHWEST
 AT1194'OF WITNESS POST AND PROJECTS ABOVE THE GROUND 2.4 FEET.
 AT1194'
 AT1194'NOTICE- STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1194'NOTE- NO AZIMUTH
 AT1194'MARK WAS SET AT THIS STATION.
 AT1194'
 AT1194'HEIGHT OF LIGHT ABOVE STATION MARK 2.2 METERS.
 AT1194
 AT1194                          STATION RECOVERY (1971)
 AT1194
 AT1194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT1194'QUATRE 2 AND RMS 3 AND 4 FOUND IN GOOD CONDITION AS DESCRIBED.
 AT1194'DISTANCE CHECKED O.K. ORIGINAL DESCRIPTION IS ADEQUATE.
 AT1194
 AT1194                          STATION RECOVERY (1979)
 AT1194
 AT1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1194'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 AT1194'CONDITION.  A NEW REFERENCE MARK 5 WAS ESTABLISHED FOR THE
 AT1194'INERTIAL SURVEY SYSTEM.  THERE WAS NO OLD DATA AVAILABLE FOR A
 AT1194'COMPARISON OF THE DIRECTIONS OR MEASUREMENTS.  A NEW DESCRIPTION
 AT1194'FOLLOWS.
 AT1194'
 AT1194'THE STATION IS LOCATED ABOUT 2 MILES WEST FROM THE WEST PART OF
 AT1194'POINT CHENIERE RONQUILLE, 0.15 MILE SOUTH FROM THE MOUTH OF A
 AT1194'BAYOU, 0.15 MILE EAST FROM THE WEST SHORE OF BAY DISPUTE AND WEST
 AT1194'OF QUATRE BAYOU PASS ON MARSH LAND WITH MANGROVE TREES.
 AT1194'
 AT1194'THE DISTANCES AT THIS TIME TO REFERENCE MARK 3 IS 39.86 FEET OR
 AT1194'12.150 METERS, TO REFERENCE MARK 4 IS 47.11 FEET OR 14.360 METERS,
 AT1194'TO REFERENCE MARK 5 IS 246.83 FEET, BETWEEN REFERENCE MARKS 3 AND
 AT1194'4 IS 86.99 FEET OR 26.517 METERS, BETWEEN REFERENCE MARKS 3
 AT1194'AND 5 IS 255.99 FEET, AND BETWEEN REFERENCE MARKS 4 AND 5 IS
 AT1194'244.80 FEET.  THE ANGLE BETWEEN REFERENCE MARKS 5 AND 4 IS 82 DEGREES
 AT1194'6 MINUTES AND 14.02 SECONDS, AND BETWEEN REFERENCE MARKS 5 AND 3
 AT1194'IS 261 DEGREES 6 MINUTES AND 47.30 SECONDS.
 AT1194'
 AT1194'STATION WAS REACHED BY HELICOPTER FROM THE AIRPORT AT HOUMA.
 AT1194'
 AT1194'THE STATION IS A STANDARD CGS DISK
 AT1194'STAMPED---QUATRE 2 1966---,
 AT1194'CRIMPED TO THE TOP OF A COPPER WELD GROUND ROD PROJECTING 77 CM
 AT1194'ABOVE THE GROUND AND PROTECTED BY A 4-INCH ORANGEBURG SOIL PIPE.
 AT1194'IT IS LOCATED
 AT1194'120.0 FEET SOUTH FROM SOUTH END OF DAM ACROSS A CANAL AND
 AT1194'120.0 FEET SOUTHEAST FROM SOUTH SIDE OF THE CANAL.
 AT1194'
 AT1194'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 AT1194'STAMPED---QUATRE 2 NO 3 1966---,
 AT1194'CRIMPED TO THE TOP OF A COPPER WELD GROUND ROD PROJECTING 63 CM AND
 AT1194'IS PROTECTED BY A 4-INCH ORANGEBURG SOIL PIPE.
 AT1194'IT IS LOCATED
 AT1194'92.0 FEET SOUTH-SOUTHEAST FROM THE SOUTH END OF A DAM.
 AT1194'MARK IS LEVEL WITH STATION.
 AT1194'
 AT1194'REFERENCE MARK NUMBER 4 IS A STANDARD CGS DISK
 AT1194'STAMPED---QUATRE NO 4 1966---,
 AT1194'CRIMPED TO THE TOP OF A COPPER WELD GROUND ROD PROJECTING 70 CM
 AT1194'ABOVE THE GROUND AND IS PROTECTED BY A 4-INCH ORANGEBURG SOIL
 AT1194'PIPE.
 AT1194'IT IS LOCATED
 AT1194'126.0 FEET SOUTHEAST FROM THE SOUTH SIDE OF A CANAL.
 AT1194'MARK IS LEVEL WITH STATION.
 AT1194'
 AT1194'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT
 AT1194'THIS TIME.
 AT1194'TRIPOD SETUP WAS USED.  NO AZIMUTH MARK ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1195 ***********************************************************************
 AT1195  DESIGNATION -  QUATRE BAYOU LIGHT 3
 AT1195  PID         -  AT1195
 AT1195  STATE/COUNTY-  LA/PLAQUEMINES
 AT1195  USGS QUAD   -  BAY RONQUILLE (1993)
 AT1195
 AT1195                         *CURRENT SURVEY CONTROL
 AT1195  ___________________________________________________________________
 AT1195* NAD 83(1992)-  29 18 42.21583(N)    089 51 25.11668(W)     ADJUSTED  
 AT1195* NAVD 88     -                                                        
 AT1195  **This station is located in a subsidence area (see below).
 AT1195  ___________________________________________________________________
 AT1195  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AT1195  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AT1195
 AT1195  HORZ ORDER  -  THIRD
 AT1195
 AT1195.The horizontal coordinates were established by classical geodetic methods
 AT1195.and adjusted by the National Geodetic Survey in January 1993..
 AT1195
 AT1195 ** The orthometric height has not been validated since last determined
 AT1195 ** by differential leveling and should not be used for control purposes.
 AT1195 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1195 ** area with valid NAVD 88 orthometric heights.
 AT1195 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1195 ** epoch indicated which incorporates improved geoid heights for the
 AT1195 ** Southern Louisiana Subsidence area.
 AT1195 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1195
 AT1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1195
 AT1195.The geoid height was determined by GEOID03.
 AT1195
 AT1195;                    North         East     Units Scale Factor Converg.
 AT1195;SPC LA S     -    90,901.336 1,143,416.504   MT  0.99999754   +0 44 17.5
 AT1195;SPC LA S     -   298,232.13  3,751,358.98   sFT  0.99999754   +0 44 17.5
 AT1195;UTM  16      - 3,245,911.800   222,509.360   MT  1.00055026   -1 23 58.4
 AT1195
 AT1195                          SUPERSEDED SURVEY CONTROL
 AT1195
 AT1195  NAD 83(1986)-  29 18 42.22758(N)    089 51 25.12542(W) AD(       ) 4
 AT1195  NAD 27      -  29 18 41.41803(N)    089 51 24.86000(W) AD(       ) 3
 AT1195
 AT1195.Superseded values are not recommended for survey control.
 AT1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1195.See file dsdata.txt to determine how the superseded data were derived.
 AT1195
 AT1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2250945912(NAD 83)
 AT1195_MARKER: 14 = NAVIGATION LIGHT
 AT1195
 AT1195  HISTORY     - Date     Condition        Report By
 AT1195  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1195
 AT1195                          STATION DESCRIPTION
 AT1195
 AT1195'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3023 ***********************************************************************
 BK3023  DESIGNATION -  QUATRI
 BK3023  PID         -  BK3023
 BK3023  STATE/COUNTY-  LA/BEAUREGARD
 BK3023  USGS QUAD   -  DRY CREEK (1975)
 BK3023
 BK3023                         *CURRENT SURVEY CONTROL
 BK3023  ___________________________________________________________________
 BK3023* NAD 83(1992)-  30 38 05.82229(N)    093 02 47.86761(W)     ADJUSTED  
 BK3023* NAVD 88     -        39.4    (meters)     129.     (feet)  VERTCON   
 BK3023  ___________________________________________________________________
 BK3023  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BK3023  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK3023
 BK3023  HORZ ORDER  -  FIRST
 BK3023
 BK3023.The horizontal coordinates were established by classical geodetic methods
 BK3023.and adjusted by the National Geodetic Survey in January 1993..
 BK3023
 BK3023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3023
 BK3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3023
 BK3023.The geoid height was determined by GEOID03.
 BK3023
 BK3023;                    North         East     Units Scale Factor Converg.
 BK3023;SPC LA S     -   237,879.705   835,761.166   MT  0.99998681   -0 51 24.0
 BK3023;SPC LA S     -   780,443.67  2,741,993.09   sFT  0.99998681   -0 51 24.0
 BK3023;UTM  15      - 3,389,147.364   495,531.560   MT  0.99960025   -0 01 25.5
 BK3023
 BK3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3023!SPC LA S     -   0.99999808  x   0.99998681  =   0.99998489
 BK3023!UTM  15      -   0.99999808  x   0.99960025  =   0.99959833
 BK3023
 BK3023|---------------------------------------------------------------------|
 BK3023| PID    Reference Object                     Distance      Geod. Az  |
 BK3023|                                                           dddmmss.s |
 BK3023| CV9098 QUATRI RM 1                          31.891 METERS 08651     |
 BK3023| BK2998 LE BLANC TRANSCON GAS CO MAST       APPROX.16.4 KM 1431904.7 |
 BK3023| CV9100 QUATRI RM 3                                        1733110.5 |
 BK3023| CV9099 QUATRI RM 2                          36.149 METERS 21844     |
 BK3023|---------------------------------------------------------------------|
 BK3023
 BK3023                          SUPERSEDED SURVEY CONTROL
 BK3023
 BK3023  NAD 83(1986)-  30 38 05.84160(N)    093 02 47.86004(W) AD(       ) 1
 BK3023  NAD 27      -  30 38 05.12861(N)    093 02 47.30109(W) AD(       ) 1
 BK3023  NGVD 29 (07/19/86)   39.4    (m)          129.     (f) VERT ANG       
 BK3023
 BK3023.Superseded values are not recommended for survey control.
 BK3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3023.See file dsdata.txt to determine how the superseded data were derived.
 BK3023
 BK3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9553289147(NAD 83)
 BK3023_MARKER: DS = TRIANGULATION STATION DISK
 BK3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3023
 BK3023  HISTORY     - Date     Condition        Report By
 BK3023  HISTORY     - 1974     MONUMENTED       NGS
 BK3023
 BK3023                          STATION DESCRIPTION
 BK3023
 BK3023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3023'STATION IS ABOUT 16 MILES WEST OF OBERLIN, 15 MILES NORTHWEST OF
 BK3023'KINDER, 8 MILES NORTH OF REEVES, 3 MILES SOUTH OF DRY CREEK, ALONG
 BK3023'THE WEST SIDE OF STATE HIGHWAY 113 AND ON PROPERTY OWNED BY THE
 BK3023'WALKER LOUISIANA PROPERTYS.  PERMISSION WAS GRANTED BY MR ED
 BK3023'RIQUELMI (OVERSEER OF THE PROPERTY), 816 HODGES STREET, P.O. BOX
 BK3023'1048, LAKE CHARLES, LOUISIANA-- PHONE NUMBER 439-8836.
 BK3023'
 BK3023'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 190 AND STATE
 BK3023'HIGHWAY 113 IN REEVES, GO NORTH ON HIGHWAY 113 FOR 5.5 TO A CATTLE
 BK3023'GUARD ACROSS THE HIGHWAY AND THE ALLEN AND BEAUREGARD PARISH LINE.
 BK3023'CONTINUE NORTH ON HIGHWAY 113 FOR 2.15 MILES TO REFERENCE MARK 3
 BK3023'(AZ MK) ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 113
 BK3023'FOR 0.4 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 BK3023'ON GRAVELED ROAD FOR 0.05 MILE TO A WIRE GATE ON THE RIGHT AND
 BK3023'STATION ON RIGHT AS DESCRIBED.
 BK3023'
 BK3023'THE STATION MARKS ARE STANDARD DISKS STAMPED QUATRI 1974.  THE
 BK3023'SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 BK3023'1-INCH ABOVE THE GROUND AND THE UNDERGROUND MARK IS SET IN AN
 BK3023'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 BK3023'THEY ARE 221 FEET WEST OF CENTER OF HIGHWAY 113, 126 FEET NORTH
 BK3023'OF CENTER OF THE GRAVELED ROAD, 102 FEET NORTH-NORTHWEST OF THE
 BK3023'WEST GATE POST OF THE WIRE GATE AND 47 FEET SOUTHEAST OF 2 HARDWOOD
 BK3023'TREES STANDING TOGETHER.
 BK3023'
 BK3023'REFERENCE MARK 1, STAMPED QUATRI NO 1 1974, IS A STANDARD DISK SET
 BK3023'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 135 FEET
 BK3023'NORTH OF CENTER OF THE GRAVELED ROAD, 125 FEET NORTHWEST OF A FENCE
 BK3023'CORNER, 117 FEET WEST OF CENTER OF HIGHWAY 113 AND 73 FEET WEST OF A
 BK3023'FENCE LINE.
 BK3023'
 BK3023'REFERENCE MARK 2, STAMPED QUATRI NO 2 1974, IS A STANDARD DISK SET
 BK3023'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 BK3023'GROUND.  IT IS 32 FEET NORTH OF CENTER OF THE GRAVELED ROAD, 26
 BK3023'FEET WEST OF AN 8-INCH PINE TREE, 7 FEET EAST OF A 6-INCH PINE TREE
 BK3023'AND 1 FOOT NORTH OF A FENCE LINE.
 BK3023'
 BK3023'REFERENCE MARK 3, STAMPED QUATRI NO 3 1974 AZ, IS A STANDARD DISK
 BK3023'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 140 FEET
 BK3023'NORTH OF A T-FENCE CORNER, 38.5 FEET EAST OF CENTER OF HIGHWAY 113
 BK3023'AND 3.5 FEET WEST OF A FENCE LINE.
 BK3023'
 BK3023'NOTE--TAPE WAS THREADED AROUND PINE TREES ON MEASUREMENT BETWEEN THE
 BK3023'REFERENCE MARKS.
 BK3023'
 BK3023'NEAREST TOWN--DRY CREEK.
 BK3023'
 BK3023'HEIGHT OF LIGHT ABOVE STATION MARK 38.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2439 ***********************************************************************
 CP2439  DESIGNATION -  QUEBEC 2
 CP2439  PID         -  CP2439
 CP2439  STATE/COUNTY-  LA/MADISON
 CP2439  USGS QUAD   -  TENDAL (1986)
 CP2439
 CP2439                         *CURRENT SURVEY CONTROL
 CP2439  ___________________________________________________________________
 CP2439* NAD 83(1986)-  32 26 12.     (N)    091 17 41.     (W)     SCALED    
 CP2439* NAVD 88     -        24.46   (+/-2cm)      80.2    (feet)  VERTCON   
 CP2439  ___________________________________________________________________
 CP2439  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2439
 CP2439  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2439
 CP2439.The horizontal coordinates were scaled from a topographic map and have
 CP2439.an estimated accuracy of +/- 6 seconds.
 CP2439
 CP2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2439.The vertical order pertains to the NGVD 29 superseded value.
 CP2439
 CP2439.The geoid height was determined by GEOID03.
 CP2439
 CP2439;                    North         East    Units  Estimated Accuracy
 CP2439;SPC LA N     -   215,360.    1,113,340.      MT  (+/- 180 meters Scaled)
 CP2439
 CP2439                          SUPERSEDED SURVEY CONTROL
 CP2439
 CP2439  NGVD 29 (06/11/92)   24.477  (m)           80.31   (f) ADJUSTED    2 1
 CP2439
 CP2439.Superseded values are not recommended for survey control.
 CP2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2439.See file dsdata.txt to determine how the superseded data were derived.
 CP2439
 CP2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR603901(NAD 83)
 CP2439_MARKER: DS = TRIANGULATION STATION DISK
 CP2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2439_SP_SET: CONCRETE POST
 CP2439_STAMPING: QUEBEC 2 1970
 CP2439_MARK LOGO: NGS   
 CP2439_PROJECTION: RECESSED 46 CENTIMETERS
 CP2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2439+STABILITY: SURFACE MOTION
 CP2439
 CP2439  HISTORY     - Date     Condition        Report By
 CP2439  HISTORY     - 1970     MONUMENTED       NGS
 CP2439  HISTORY     - 1982     GOOD             LADTD
 CP2439
 CP2439                          STATION DESCRIPTION
 CP2439
 CP2439'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2439'8.9 KM (5.5 MI) WEST FROM TALLULAH.
 CP2439'ABOUT 11.3 KM (7 MILES) WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE
 CP2439'IN TALLULAH TO A FIELD ROAD ON THE RIGHT THENCE 0.2 KM (0.1 MILE)
 CP2439'NORTH ON THE FIELD ROAD TO THE MARK SET ON THE RIGHT AND IN A FIELD,
 CP2439'56.5 METERS (185.5 FT) EAST-SOUTHEAST OF A 36 INCH OAK TREE,
 CP2439'30.8 METERS (101 FT) SOUTH-SOUTHWEST OF A 36 INCH OAK TREE,
 CP2439'30.2 METERS (99 FT) WEST-SOUTHWEST OF A 48 INCH OAK TREE, 18.3 METERS
 CP2439'(60 FT) NORTH-NORTHEAST OF THE CENTER OF A FIELD ROAD.
 CP2439'THE MARK IS 18.3 METERS  NNE FROM  CENTER OF FIELD ROAD
 CP2439'THE MARK IS ABOVE LEVEL WITH US HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2957 ***********************************************************************
 CP2957  DESIGNATION -  QUEBEC 2
 CP2957  PID         -  CP2957
 CP2957  STATE/COUNTY-  LA/MADISON
 CP2957  USGS QUAD   -  TENDAL (1986)
 CP2957
 CP2957                         *CURRENT SURVEY CONTROL
 CP2957  ___________________________________________________________________
 CP2957* NAD 83(1992)-  32 26 11.59907(N)    091 17 41.32657(W)     ADJUSTED  
 CP2957* NAVD 88     -        24.47   (+/-2cm)      80.3    (feet)  VERTCON   
 CP2957  ___________________________________________________________________
 CP2957  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CP2957  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2957
 CP2957  HORZ ORDER  -  SECOND
 CP2957  VERT ORDER  -  THIRD ? (See Below)
 CP2957
 CP2957.The horizontal coordinates were established by classical geodetic methods
 CP2957.and adjusted by the National Geodetic Survey in May 1994..
 CP2957
 CP2957.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2957.The vertical order pertains to the NGVD 29 superseded value.
 CP2957
 CP2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2957
 CP2957.The geoid height was determined by GEOID03.
 CP2957
 CP2957;                    North         East     Units Scale Factor Converg.
 CP2957;SPC LA N     -   215,349.158 1,113,331.657   MT  0.99995562   +0 38 13.9
 CP2957;SPC LA N     -   706,524.70  3,652,655.61   sFT  0.99995562   +0 38 13.9
 CP2957;UTM  15      - 3,590,105.929   660,306.347   MT  0.99991690   +0 54 53.3
 CP2957
 CP2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2957!SPC LA N     -   1.00000030  x   0.99995562  =   0.99995592
 CP2957!UTM  15      -   1.00000030  x   0.99991690  =   0.99991720
 CP2957
 CP2957|---------------------------------------------------------------------|
 CP2957| PID    Reference Object                     Distance      Geod. Az  |
 CP2957|                                                           dddmmss.s |
 CP2957| CY4522 QUEBEC 2 RM 3                        31.013 METERS 06054     |
 CP2957| CP1371 QUEBEC                                7.898 METERS 11753     |
 CP2957| CY4523 QUEBEC 2 RM 4                        83.040 METERS 16940     |
 CP2957| CP2438 QUEBEC 2 RM 5                       242.495 METERS 19233     |
 CP2957| CP1372 E 255                               APPROX. 1.4 KM 2153753.8 |
 CP2957| CY4521 QUEBEC 2 AZ MK                                     2153753.7 |
 CP2957| CP3338 TENDAL AT T MICROWAVE KKT 27        APPROX. 5.0 KM 2634915.8 |
 CP2957|---------------------------------------------------------------------|
 CP2957
 CP2957                          SUPERSEDED SURVEY CONTROL
 CP2957
 CP2957  NAD 83(1992)-  32 26 11.60641(N)    091 17 41.32457(W) AD(       ) 2
 CP2957  NAD 83(1986)-  32 26 11.61123(N)    091 17 41.32132(W) AD(       ) 2
 CP2957  NAD 27      -  32 26 11.09890(N)    091 17 40.91823(W) AD(       ) 2
 CP2957  NGVD 29 (06/30/92)   24.48   (m)           80.3    (f) LEVELING    3  
 CP2957
 CP2957.Superseded values are not recommended for survey control.
 CP2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2957.See file dsdata.txt to determine how the superseded data were derived.
 CP2957
 CP2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6030690106(NAD 83)
 CP2957_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2957+STABILITY: SURFACE MOTION
 CP2957
 CP2957  HISTORY     - Date     Condition        Report By
 CP2957  HISTORY     - 1970     MONUMENTED       NGS
 CP2957  HISTORY     - 1983     GOOD             LADTD
 CP2957
 CP2957                          STATION DESCRIPTION
 CP2957
 CP2957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2957'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF TALLULAH,
 CP2957'4-1/4 EAST OF TENDAL AND 0.1 MILE NORTH OF U.S. HIGHWAY 80.  IT
 CP2957'IS IN THE SE 1/4 SECTION OF SECTION 24, T. 17 N., R. 11 E.  THE
 CP2957'LAND IS OWNED BY MR. W.W. COX, ADDRESS BEING ROUTE NUMBER 1,
 CP2957'SONDHEIMER, LOUISIANA.  PHONE NUMBER 819 R 2 TALLULAH.
 CP2957'
 CP2957'TO REACH THE STATION FROM TENDAL, GO EAST AND NORTHEAST ON
 CP2957'U.S. HIGHWAY 80 FOR 4.5 MILES BENCH MARK E 255 1968 (AZIMUTH
 CP2957'MARK) ON THE RIGHT, SOUTH SIDE OF ROAD.  AS DESCRIBED.  CONTINUE
 CP2957'EASTERLY ON U.S. HIGHWAY 80 FOR 0.2 MILE TO A SIDE FIELD ROAD
 CP2957'ON THE LEFT, NORTH SIDE OF ROAD.  TURN LEFT AND GO NORTHERLY ON
 CP2957'DIRT FIELD ROAD FOR 0.1 MILE TO WHERE FIELD ROAD TURN LEFT AND
 CP2957'STATION AS DESCRIBED.
 CP2957'
 CP2957'STATION MARKS ARE STANDARD DISKS STAMPED QUEBEC 2 1970.  THE
 CP2957'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2957'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 162
 CP2957'FEET EAST OF POWERLINE POLE, 102 FEET WEST-SOUTHWEST OF POWERLINE
 CP2957'POLE WITH TRANSFORMER ATTACHED, 99 FEET WEST OF A 24 INCH OAK
 CP2957'TREE, 56 FEET SOUTH-SOUTHEAST OF A WELL AND 30 FEET NORTH OF THE
 CP2957'APPROXIMATE CENTER OF DIRT ROAD.  THE UNDERGROUND MARK IS SET
 CP2957'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CP2957'GROUND SURFACE.
 CP2957'
 CP2957'REFERENCE MARK 3, A STANDARD DISK STAMPED QUEBEC 2 NO 3 1970,
 CP2957'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2957'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 120 FEET
 CP2957'EAST-SOUTHEAST OF A WELL, 37.5 FEET SOUTH OF A 36 INCH OAK TREE
 CP2957'(LARGEST OF TWO) AND 1.2 FEET NORTH OF POWERLINE POLE WITH
 CP2957'TRANSFORMER ATTACHED.
 CP2957'
 CP2957'REFERENCE MARK 4, A STANDARD DISK STAMPED QUEBEC 2 NO 4 1970,
 CP2957'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2957'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 175 FEET NORTH OF
 CP2957'THE CENTERLINE OF HIGHWAY, 84 FEET NORTHWEST OF A 14 INCH PECAN
 CP2957'TREE AND 20 FEET WEST OF THE APPROXIMATE CENTER OF FIELD ROAD
 CP2957'AND 1 FOOT NORTH OF POWERLINE POLE.
 CP2957'
 CP2957'BENCH MARK E 255 1968 (AZIMUTH MARK) IS A STANDARD BENCH MARK
 CP2957'DISK STAMPED E 255 1968.  IT IS ON THE TOP OF A COPPER WELD ROD
 CP2957'THAT IS SET IN THE CENTER OF A 6-INCH STEEL PIPE, THE DISK IS
 CP2957'2 INCHES BELOW THE GROUND SURFACE.  IT IS 49 FEET SOUTH OF THE
 CP2957'CENTERLINE OF U.S. HIGHWAY 80, 19 FEET WEST-SOUTHWEST OF CABLE
 CP2957'JUNCTION BOX 2.6 FEET SOUTH OF POWERLINE POLE AND 1 FOOT WEST
 CP2957'OF METAL WITNESS POST WITH SIGN ATTACHED.
 CP2957'
 CP2957'HEIGHT OF LIGHT ABOVE STATION MARK 39 METERS.
 CP2957
 CP2957                          STATION RECOVERY (1983)
 CP2957
 CP2957'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2957'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 CP2957'DESCRIBED IN 1970.  REFERENCE MARKS NO. 3 AND NO. 4 WERE FOUND
 CP2957'DESTROYED SO REFERENCE MARK NO. 5 WAS SET AT THIS TIME.  NEW
 CP2957'DESCRIPTIONS WAS MADE AT THIS TIME ON THE STATION MARK AND REFERENCE
 CP2957'MARK NO 5.  A DISTANCE WERE MADE AT THIS TIME BETWEEN THE STATION
 CP2957'MARK AND THE AZIMUTH MARK WITH EDMMEASURING EQUIPMENT.
 CP2957'
 CP2957'THE STATION IS LOCATED ABOUT 9.7 KM (6 MILES) WEST-NORTHWEST OF
 CP2957'TALLULAH AND 17.2 KM (10.7 MILES) EAST OF DELHI IN THE SOUTHEAST
 CP2957'QUARTER OF SECTION 24, T17N, R11E.  OWNERSHIP--MR. W W COX, ROUTE 1,
 CP2957'SONDHEIMER, LOUISIANA.
 CP2957'
 CP2957'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, GO WEST ALONG U
 CP2957'S HIGHWAY 80 FOR 9.7 KM (6 MILES) TO A FIELD ROAD ON THE RIGHT,
 CP2957'THENCE NORTH ON THE FIELD ROAD FOR ABOUT 0.2 KM (0.1 MILE) TO WHERE
 CP2957'THE FIELD ROAD TURNS LEFT WITH THE STATION MARK STRAIGHT AHEAD IN A
 CP2957'FIELD.
 CP2957'
 CP2957'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---
 CP2957'QUEBEC 2 1970--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 CP2957'CM (12 INCHES) IN DIAMETER RECESSED 46 CM (18 INCHES) BELOW THE
 CP2957'GROUND LOCATED 56.5 METERS (185.5 FEET) ESE FROM A 36-INCH OAK TREE,
 CP2957'30.8 METERS (101 FEET) SSW FROM A 36-INCH OAK TREE, 30.2 METERS (99
 CP2957'FEET) WSW FROM A 48-INCH OAK TREE, AND 18.3 METERS (60 FEET) NNE FROM
 CP2957'THE CENTER OF A FIELD ROAD.
 CP2957'
 CP2957'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP2957'STAMPED---QUEBEC 2 1970--- SET INTO AN IRREGULAR MASS OF CONCRETE
 CP2957'1.2 METERS (3.5 FEET) BELOW THE SURFACE.
 CP2957'
 CP2957'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP2957'STAMPED---QUEBEC 2 1970 NO. 5 1982--- SET INTO THE TOP OF A ROUND
 CP2957'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2957'LOCATED 11.3 METERS (37 FEET) ESE FROM THE CENTER OF U. S. 80, 0.6
 CP2957'METER (2 FEET) WSW FROM A METAL WITNESS POST WITH SIGN ATTACHED, AND
 CP2957'0.5 METER (1.5 FEET) SW FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2438 ***********************************************************************
 CP2438  DESIGNATION -  QUEBEC 2 RM 5
 CP2438  PID         -  CP2438
 CP2438  STATE/COUNTY-  LA/MADISON
 CP2438  USGS QUAD   -  TENDAL (1986)
 CP2438
 CP2438                         *CURRENT SURVEY CONTROL
 CP2438  ___________________________________________________________________
 CP2438* NAD 83(1992)-  32 26 03.91503(N)    091 17 43.34392(W)     ADJUSTED  
 CP2438* NAVD 88     -        24.69   (+/-2cm)      81.0    (feet)  VERTCON   
 CP2438  ___________________________________________________________________
 CP2438  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CP2438  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2438
 CP2438  HORZ ORDER  -  SECOND
 CP2438  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2438
 CP2438.The horizontal coordinates were established by classical geodetic methods
 CP2438.and adjusted by the National Geodetic Survey in May 1994..
 CP2438.No horizontal observational check was made to the station.
 CP2438
 CP2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2438.The vertical order pertains to the NGVD 29 superseded value.
 CP2438
 CP2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2438
 CP2438.The geoid height was determined by GEOID03.
 CP2438
 CP2438;                    North         East     Units Scale Factor Converg.
 CP2438;SPC LA N     -   215,111.898 1,113,281.594   MT  0.99995529   +0 38 12.8
 CP2438;SPC LA N     -   705,746.29  3,652,491.36   sFT  0.99995529   +0 38 12.8
 CP2438;UTM  15      - 3,589,868.438   660,257.436   MT  0.99991671   +0 54 52.0
 CP2438
 CP2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2438!SPC LA N     -   1.00000026  x   0.99995529  =   0.99995555
 CP2438!UTM  15      -   1.00000026  x   0.99991671  =   0.99991697
 CP2438
 CP2438                          SUPERSEDED SURVEY CONTROL
 CP2438
 CP2438  NAD 83(1992)-  32 26 03.92236(N)    091 17 43.34187(W) AD(       ) 2
 CP2438  NAD 83(1986)-  32 26 03.92719(N)    091 17 43.33866(W) AD(       ) 2
 CP2438  NGVD 29 (06/11/92)   24.707  (m)           81.06   (f) ADJUSTED    2 1
 CP2438
 CP2438.Superseded values are not recommended for survey control.
 CP2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2438.See file dsdata.txt to determine how the superseded data were derived.
 CP2438
 CP2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6025789868(NAD 83)
 CP2438_MARKER: DD = SURVEY DISK
 CP2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2438_SP_SET: CONCRETE POST
 CP2438_STAMPING: QUEBEC 2 1970 NO 5 1982
 CP2438_MARK LOGO: NGS   
 CP2438_PROJECTION: FLUSH
 CP2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2438+STABILITY: SURFACE MOTION
 CP2438
 CP2438  HISTORY     - Date     Condition        Report By
 CP2438  HISTORY     - 1982     MONUMENTED       LADTD
 CP2438
 CP2438                          STATION DESCRIPTION
 CP2438
 CP2438'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2438'8.9 KM (5.5 MI) WEST FROM TALLULAH.
 CP2438'ABOUT 11.7 KM (7.25 MILES) WEST ALONG US HIGHWAY 80 FROM THE
 CP2438'COURTHOUSE IN TALLULAH TO THE MARK ON THE RIGHT NEAR A POWER POLE,
 CP2438'11.3 METERS (37 FT) EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 80,
 CP2438'AND 0.5 METER (1.5 FT) SOUTHWEST OF A POWER POLE.
 CP2438'THE MARK IS 0.61 METERS  WSW FROM A WITNESS POST.
 CP2438'THE MARK IS 0.91 M BELOW US HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2459 ***********************************************************************
 BK2459  DESIGNATION -  QUINCY
 BK2459  PID         -  BK2459
 BK2459  STATE/COUNTY-  LA/CALCASIEU
 BK2459  USGS QUAD   -  DE QUINCY (1994)
 BK2459
 BK2459                         *CURRENT SURVEY CONTROL
 BK2459  ___________________________________________________________________
 BK2459* NAD 83(1992)-  30 27 07.23820(N)    093 26 04.94092(W)     ADJUSTED  
 BK2459* NAVD 88     -        25.222  (meters)      82.75   (feet)  ADJUSTED  
 BK2459  ___________________________________________________________________
 BK2459  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2459  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2459  DYNAMIC HT  -          25.189 (meters)      82.64  (feet)  COMP
 BK2459  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BK2459
 BK2459  HORZ ORDER  -  FIRST
 BK2459  VERT ORDER  -  FIRST     CLASS II
 BK2459
 BK2459.The horizontal coordinates were established by classical geodetic methods
 BK2459.and adjusted by the National Geodetic Survey in January 1993..
 BK2459
 BK2459.The orthometric height was determined by differential leveling
 BK2459.and adjusted by the National Geodetic Survey in February 1994..
 BK2459
 BK2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2459
 BK2459.The geoid height was determined by GEOID03.
 BK2459
 BK2459.The dynamic height is computed by dividing the NAVD 88
 BK2459.geopotential number by the normal gravity value computed on the
 BK2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2459.degrees latitude (g = 980.6199 gals.).
 BK2459
 BK2459.The modeled gravity was interpolated from observed gravity values.
 BK2459
 BK2459;                    North         East     Units Scale Factor Converg.
 BK2459;SPC LA S     -   218,221.887   798,191.599   MT  0.99995664   -1 03 02.6
 BK2459;SPC LA S     -   715,949.64  2,618,733.60   sFT  0.99995664   -1 03 02.6
 BK2459;UTM  15      - 3,368,953.758   458,264.741   MT  0.99962149   -0 13 13.1
 BK2459
 BK2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2459!SPC LA S     -   1.00000034  x   0.99995664  =   0.99995698
 BK2459!UTM  15      -   1.00000034  x   0.99962149  =   0.99962183
 BK2459
 BK2459:                Primary Azimuth Mark                     Grid Az
 BK2459:SPC LA S     -  QUINCY AZ MK                             091 52 32.9
 BK2459:UTM  15      -  QUINCY AZ MK                             091 02 43.4
 BK2459
 BK2459|---------------------------------------------------------------------|
 BK2459| PID    Reference Object                     Distance      Geod. Az  |
 BK2459|                                                           dddmmss.s |
 BK2459| CV9105 QUINCY AZ MK                                       0904930.3 |
 BK2459| BK3189 DEQUINCY NEWPORT INDUST TK          APPROX. 0.9 KM 1151259.5 |
 BK2459| BK3190 DEQUINCY MUNICIPAL TANK             277.851 METERS 13737     |
 BK2459| BK3188 DEQUINCY MO PACIFIC RR TANK         APPROX. 0.7 KM 1734514.5 |
 BK2459| BK3187 E 4188 LAGS 1941                    102.347 METERS 25249     |
 BK2459| CV9106 QUINCY RM 1                          32.911 METERS 31907     |
 BK2459|---------------------------------------------------------------------|
 BK2459
 BK2459                          SUPERSEDED SURVEY CONTROL
 BK2459
 BK2459  NAD 83(1986)-  30 27 07.25725(N)    093 26 04.93309(W) AD(       ) 1
 BK2459  NAD 27      -  30 27 06.54752(N)    093 26 04.34158(W) AD(       ) 1
 BK2459
 BK2459.Superseded values are not recommended for survey control.
 BK2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2459.See file dsdata.txt to determine how the superseded data were derived.
 BK2459
 BK2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5826568954(NAD 83)
 BK2459_MARKER: DS = TRIANGULATION STATION DISK
 BK2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2459_SP_SET: CONCRETE POST
 BK2459_STAMPING: QUINCY 1941
 BK2459_MARK LOGO: CGS   
 BK2459_PROJECTION: FLUSH
 BK2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2459+STABILITY: SURFACE MOTION
 BK2459
 BK2459  HISTORY     - Date     Condition        Report By
 BK2459  HISTORY     - 1941     MONUMENTED       CGS
 BK2459  HISTORY     - 1975     GOOD             USGS
 BK2459  HISTORY     - 1986     GOOD             NGS
 BK2459  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 BK2459  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2459
 BK2459                          STATION DESCRIPTION
 BK2459
 BK2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2459'STATION IS IN THE CITY OF DE QUINCY, ON THE GROUNDS OF THE
 BK2459'KANSAS CITY SOUTHERN RAILROAD DEPOT, 102 FEET ENE OF THE NE
 BK2459'CORNER AND 102 FEET NE OF THE SE CORNER, IT IS STAMPED QUINCY
 BK2459'1941, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BK2459'
 BK2459'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARKS
 BK2459'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BK2459'
 BK2459'REFERENCE MARK NO. 1 IS NW OF THE STATION, IN THE CURBING
 BK2459'OF THE DEPOT PLATFORM, 17 FEET SSE OF THE CENTER LINE OF THE
 BK2459'RAILROAD TRACK, 122 FEET N OF THE N CORNER OF THE DEPOT.  IT
 BK2459'IS STAMPED QUINCY NO. 1 1941.
 BK2459'
 BK2459'E 4188 WAS USED FOR A REFERENCE MARK.  IT IS W BY S OF THE
 BK2459'STATION, 102 FEET W BY N OF NW CORNER OF DEPOT, 57 FEET NW
 BK2459'OF THE CENTER LINE OF THE RAILROAD TRACK, 32 FEET S OF THE
 BK2459'CENTER LINE OF STREET AND 11 FEET W OF CONCRETE REFERENCE
 BK2459'POST.  IT IS A STATE SURVEY DISK SET IN AN 8-INCH SQUARE
 BK2459'CONCRETE POST.  IT IS STAMPED E 4188 AND PROJECTS 4 INCHES.
 BK2459'
 BK2459'AZIMUTH MARK IS ABOUT 1/4 MILE E OF THE STATION, 87 FEET S
 BK2459'BY E OF THE SE CORNER OF S WING OF SCHOOLHOUSE, 22 FEET S OF
 BK2459'THE CENTER LINE OF THE STREET, 3-1/2 FEET W OF POWER POLE
 BK2459'AND 4-1/2 FEET N OF REFERENCE POST.  IT IS STAMPED QUINCY 1941
 BK2459'AND PROJECTS 4 INCHES.
 BK2459'
 BK2459'A 90-FOOT TOWER AT GORDON IS VISIBLE AT 80 FEET.
 BK2459'
 BK2459'A 103-FOOT TOWER AT PERKINS IS VISIBLE AT 65 FEET.
 BK2459'
 BK2459'A 90-FOOT TOWER AT GILLIS IS VISIBLE AT 90 FEET.
 BK2459'
 BK2459'A 90-FOOT TOWER AT STINE IS VISIBLE AT 100 FEET.
 BK2459'
 BK2459'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BK2459
 BK2459                          STATION RECOVERY (1975)
 BK2459
 BK2459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JFS)
 BK2459'REF. MK. 1 WAS FOUND IN GOOD CONDITION, AND AS DESCRIBED.  THE
 BK2459'STATION SURFACE AND UNDERGROUND MKS. WERE DUG FOR AND NOT FOUND.
 BK2459'THE POSITION OF THE STA. MK. IS NEAR A RADIO MAST GUY FOOTING AND
 BK2459'THE MARK WAS PROBABLY REMOVED.  A PORTION OF A CONCRETE POST WAS
 BK2459'FOUND UNDERGROUND AT THE POSITION OF E4188 AND IT IS THOUGHT TO
 BK2459'BE DESTROYED.  THE AZ. MK. WAS SEARCHED FOR AND NOT FOUND.
 BK2459'
 BK2459'DIRECTION AND DISTANCE IN THE CITY OF DE QUINCY.
 BK2459
 BK2459                          STATION RECOVERY (1986)
 BK2459
 BK2459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2459'IN DE QUINCY.
 BK2459'IN DE QUINCY, ON THE GROUNDS OF THE KANSAN CITY SOUTHERN RAILROAD
 BK2459'DEPOT MUSEUM, AT THE SOUTHEAST CORNER OF A CHAIN LINK FENCE FOR A SET
 BK2459'OF 5 GUY WIRES FOR A MICRO-WAVE TOWER, 31.09 METERS (102.0 FT)
 BK2459'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE DEPOT, 31.09 METERS
 BK2459'(102.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE DEPOT, 6.95 METERS
 BK2459'(22.8 FT) NORTH OF THE NORTH CURB OF A PARKING LOT, 1.28 METERS
 BK2459'(4.2 FT) SOUTHEAST OF ABOVE MENTIONED CHAIN LINK FENCE.
 BK2459'THE MARK IS 1.25 METERS  SE FROM  A WITNESS POST
 BK2459'THE MARK IS 0.18 M ABOVE PARKING LOT.
 BK2459
 BK2459                          STATION RECOVERY (1996)
 BK2459
 BK2459'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2459'MARK NOT FOUND.
 BK2459
 BK2459                          STATION RECOVERY (2002)
 BK2459
 BK2459'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK2459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1449 ***********************************************************************
 BK1449  DESIGNATION -  R 100
 BK1449  PID         -  BK1449
 BK1449  STATE/COUNTY-  LA/CALCASIEU
 BK1449  USGS QUAD   -  DE QUINCY (1994)
 BK1449
 BK1449                         *CURRENT SURVEY CONTROL
 BK1449  ___________________________________________________________________
 BK1449* NAD 83(1992)-  30 23 58.47617(N)    093 24 54.71658(W)     ADJUSTED  
 BK1449* NAVD 88     -        13.   **(meters)      43.   **(feet)  SCALED    
 BK1449  **This station is located in a subsidence area (see below).
 BK1449  ___________________________________________________________________
 BK1449  X           -    -327,996.691 (meters)                     COMP
 BK1449  Y           -  -5,496,184.563 (meters)                     COMP
 BK1449  Z           -   3,208,649.788 (meters)                     COMP
 BK1449  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK1449  ELLIP HEIGHT-         -14.53  (meters)          (02/20/02) GPS OBS
 BK1449  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK1449  DYNAMIC HT  -          12.9   (meters)      42.    (feet)  COMP
 BK1449  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 BK1449
 BK1449  HORZ ORDER  -  FIRST
 BK1449  VERT ORDER  -  THIRD (See Below)
 BK1449  ELLP ORDER  -  FOURTH    CLASS I
 BK1449
 BK1449.The horizontal coordinates were established by GPS observations
 BK1449.and adjusted by the National Geodetic Survey in January 1995..
 BK1449
 BK1449 ** The orthometric height has not been validated since last determined
 BK1449 ** by differential leveling and should not be used for control purposes.
 BK1449 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1449 ** area with valid NAVD 88 orthometric heights.
 BK1449 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1449 ** epoch indicated which incorporates improved geoid heights for the
 BK1449 ** Southern Louisiana Subsidence area.
 BK1449 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1449.The orthometric height was scaled from a topographic map.
 BK1449.The vertical order pertains to the first NAVD 88 superseded value.
 BK1449
 BK1449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1449
 BK1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1449
 BK1449.The ellipsoidal height was determined by GPS observations
 BK1449.and is referenced to NAD 83.
 BK1449
 BK1449.The geoid height was determined by GEOID03.
 BK1449
 BK1449.The dynamic height is computed by dividing the NAVD 88
 BK1449.geopotential number by the normal gravity value computed on the
 BK1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1449.degrees latitude (g = 980.6199 gals.).
 BK1449
 BK1449.The modeled gravity was interpolated from observed gravity values.
 BK1449
 BK1449;                    North         East     Units Scale Factor Converg.
 BK1449;SPC LA S     -   212,376.120   799,959.155   MT  0.99994987   -1 02 27.5
 BK1449;SPC LA S     -   696,770.65  2,624,532.66   sFT  0.99994987   -1 02 27.5
 BK1449;UTM  15      - 3,363,136.165   460,116.240   MT  0.99961962   -0 12 36.4
 BK1449
 BK1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1449!SPC LA S     -   1.00000228  x   0.99994987  =   0.99995215
 BK1449!UTM  15      -   1.00000228  x   0.99961962  =   0.99962190
 BK1449
 BK1449                          SUPERSEDED SURVEY CONTROL
 BK1449
 BK1449  ELLIP H (01/13/95)  -14.45   (m)                       GP(       ) 3 2
 BK1449  NAVD 88 (01/13/95)   12.89   (m)           42.3    (f) LEVELING    3  
 BK1449  NGVD 29 (??/??/??)   12.910  (m)           42.36   (f) ADJUSTED    1 2
 BK1449
 BK1449.Superseded values are not recommended for survey control.
 BK1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1449.See file dsdata.txt to determine how the superseded data were derived.
 BK1449
 BK1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6011663136(NAD 83)
 BK1449_MARKER: DB = BENCH MARK DISK
 BK1449_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BK1449_SP_SET: SET IN HEAD WALL OF CULVERT
 BK1449_STAMPING: R 100 1938
 BK1449_MARK LOGO: CGS   
 BK1449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1449+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 BK1449
 BK1449  HISTORY     - Date     Condition        Report By
 BK1449  HISTORY     - 1938     MONUMENTED       CGS
 BK1449  HISTORY     - 1986     GOOD             NGS
 BK1449  HISTORY     - 19901220 GOOD             VFM
 BK1449  HISTORY     - 19961101 GOOD             USPSQD
 BK1449  HISTORY     - 20050206 GOOD             USPSQD
 BK1449
 BK1449                          STATION DESCRIPTION
 BK1449
 BK1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BK1449'3.9 MI S FROM DE QUINCY.
 BK1449'3.9 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK1449'STATION AT DE QUINCY, CALCASIEU PARISH, 0.4 MILE NORTH OF THE STATION
 BK1449'SIGN AT PERKINS, AT A 4-BY 6-FOOT CONCRETE CULVERT, IN THE TOP OF THE
 BK1449'SOUTH END OF THE WEST HEAD WALL, AND 5 FEET WEST OF THE WEST RAIL.  A
 BK1449'STANDARD DISK, STAMPED R 100 1938.
 BK1449
 BK1449                          STATION RECOVERY (1986)
 BK1449
 BK1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1449'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 BK1449'MILES) NORTHWEST ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF HOLBROOK
 BK1449'PARK ROAD IN PERKINS TO THE MARK ON THE RIGHT IN TOP OF THE SOUTH END
 BK1449'OF THE WEST HEADWALL OF A 4 BY 6 FOOT CONCRETE CULVERT.  IT IS 23.26
 BK1449'METERS (76.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.68
 BK1449'METERS (5.5 FT) WEST OF THE WEST RAIL OF THE KANSAS CITY SOUTHERN
 BK1449'RAILWAY.
 BK1449'THE MARK IS 0.36 METERS  NNW FROM  A WITNESS POST
 BK1449'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK1449
 BK1449                          STATION RECOVERY (1990)
 BK1449
 BK1449'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK1449'SUPPLEMENTARY INFORMATION FOLLOWS STATION MARK IS A USCGS CAP SET IN
 BK1449'THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF 4 BY 6 FOOT (1.8 M)
 BK1449'CULVERT UNDER THE KANSAS CITY SOUTHERN RAILROAD TRACKS. THE MARK IS
 BK1449'5.1 FT. WEST OF THE WESTERN RAIL OF THE RAILROAD TRACK, 77.0 FT. EAST
 BK1449'OF THE CENTERLINE OF HIGHWAY 27.
 BK1449
 BK1449                          STATION RECOVERY (1996)
 BK1449
 BK1449'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1449'RECOVERED IN GOOD CONDITION.
 BK1449
 BK1449                          STATION RECOVERY (2005)
 BK1449
 BK1449'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1949 ***********************************************************************
 CQ1949  DESIGNATION -  R 101 RESET
 CQ1949  PID         -  CQ1949
 CQ1949  STATE/COUNTY-  LA/BOSSIER
 CQ1949  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1949
 CQ1949                         *CURRENT SURVEY CONTROL
 CQ1949  ___________________________________________________________________
 CQ1949* NAD 83(1986)-  32 33 53.     (N)    093 43 42.     (W)     SCALED    
 CQ1949* NAVD 88     -        52.17   (meters)     171.2    (feet)  RESET     
 CQ1949  ___________________________________________________________________
 CQ1949  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1949
 CQ1949  VERT ORDER  -  THIRD
 CQ1949
 CQ1949.The horizontal coordinates were scaled from a topographic map and have
 CQ1949.an estimated accuracy of +/- 6 seconds.
 CQ1949
 CQ1949.The orthometric height was computed from unverified reset data.
 CQ1949.No vertical observational check was made to the station.
 CQ1949
 CQ1949.The geoid height was determined by GEOID03.
 CQ1949
 CQ1949;                    North         East    Units  Estimated Accuracy
 CQ1949;SPC LA N     -   229,590.      884,650.      MT  (+/- 180 meters Scaled)
 CQ1949
 CQ1949                          SUPERSEDED SURVEY CONTROL
 CQ1949
 CQ1949  NGVD 29 (??/??/??)   52.25   (m)          171.4    (f) RESET       3  
 CQ1949
 CQ1949.Superseded values are not recommended for survey control.
 CQ1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1949.See file dsdata.txt to determine how the superseded data were derived.
 CQ1949
 CQ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS316032(NAD 83)
 CQ1949_MARKER: DB = BENCH MARK DISK
 CQ1949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1949_SP_SET: CULVERT
 CQ1949_STAMPING: R 101 RESET 1957
 CQ1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1949
 CQ1949  HISTORY     - Date     Condition        Report By
 CQ1949  HISTORY     - 1957     MONUMENTED       CGS
 CQ1949  HISTORY     - 1970     GOOD             NGS
 CQ1949  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1949
 CQ1949                          STATION DESCRIPTION
 CQ1949
 CQ1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CQ1949'3.5 MI NE FROM BOSSIER CITY.
 CQ1949'LOCATED 1 BLOCK SOUTH ALONG WILLIAM STREET, THENCE EAST 0.4 MILE ALONG
 CQ1949'U.S. HIGHWAY 71 TO ITS JUNCTION WITH STATE HIGHWAY 3, THENCE NORTH
 CQ1949'ALONG STATE HIGHWAY 3 FOR 3.1 MILES TO THE MARK ON THE RIGHT, ACROSS
 CQ1949'THE HIGHWAY FROM THE CLARK COMMISSION SALES BARN, 87 FEET SOUTH OF THE
 CQ1949'PROJECTED CENTER OF A ROAD LEADING WEST TO THE SALES BARN, 53 FEET
 CQ1949'NORTH OF A DEEP DRAINAGE CANAL, 83 FEET NORTH OF POWER POLE 73, 39
 CQ1949'FEET EAST OF THE CENTER OF STATE HIGHWAY 3, 48 FEET NORTHEAST OF THE
 CQ1949'NORTHEAST CORNER OF A CONCRETE CULVERT AND 1 FOOT WEST OF A FENCE
 CQ1949'LINE.  IT IS 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 3
 CQ1949'INCHES.
 CQ1949
 CQ1949                          STATION RECOVERY (1987)
 CQ1949
 CQ1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ1949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1255 ***********************************************************************
 CQ1255  DESIGNATION -  R 103
 CQ1255  PID         -  CQ1255
 CQ1255  STATE/COUNTY-  LA/WEBSTER
 CQ1255  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1255
 CQ1255                         *CURRENT SURVEY CONTROL
 CQ1255  ___________________________________________________________________
 CQ1255* NAD 83(1986)-  32 32 19.     (N)    093 18 12.     (W)     SCALED    
 CQ1255* NAVD 88     -        50.796  (meters)     166.65   (feet)  ADJUSTED  
 CQ1255  ___________________________________________________________________
 CQ1255  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1255  DYNAMIC HT  -          50.739 (meters)     166.47  (feet)  COMP
 CQ1255  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CQ1255
 CQ1255  VERT ORDER  -  FIRST     CLASS II
 CQ1255
 CQ1255.The horizontal coordinates were scaled from a topographic map and have
 CQ1255.an estimated accuracy of +/- 6 seconds.
 CQ1255
 CQ1255.The orthometric height was determined by differential leveling
 CQ1255.and adjusted by the National Geodetic Survey in June 1991..
 CQ1255
 CQ1255.The geoid height was determined by GEOID03.
 CQ1255
 CQ1255.The dynamic height is computed by dividing the NAVD 88
 CQ1255.geopotential number by the normal gravity value computed on the
 CQ1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1255.degrees latitude (g = 980.6199 gals.).
 CQ1255
 CQ1255.The modeled gravity was interpolated from observed gravity values.
 CQ1255
 CQ1255;                    North         East    Units  Estimated Accuracy
 CQ1255;SPC LA N     -   226,320.      924,540.      MT  (+/- 180 meters Scaled)
 CQ1255
 CQ1255                          SUPERSEDED SURVEY CONTROL
 CQ1255
 CQ1255  NGVD 29 (??/??/??)   50.852  (m)          166.84   (f) ADJUSTED    1 2
 CQ1255
 CQ1255.Superseded values are not recommended for survey control.
 CQ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1255.See file dsdata.txt to determine how the superseded data were derived.
 CQ1255
 CQ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS715001(NAD 83)
 CQ1255_MARKER: DB = BENCH MARK DISK
 CQ1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1255+STABILITY: SURFACE MOTION
 CQ1255
 CQ1255  HISTORY     - Date     Condition        Report By
 CQ1255  HISTORY     - UNK      MONUMENTED       CGS
 CQ1255  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1255  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1255  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ1255
 CQ1255                          STATION DESCRIPTION
 CQ1255
 CQ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1255'0.9 MI W FROM SIBLEY.
 CQ1255'0.9 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CQ1255'THE STATION AT SIBLEY, 1.6 MILES EAST OF THE BRIDGE OVER BAYOU
 CQ1255'DORCHEAT, 120 FEET NORTH OF A POINT 58 FEET WEST OF MILEPOST 142, 19
 CQ1255'POLES WEST OF THE OVERHEAD CROSSING OF STATE HIGHWAY 90, AT THE WEST
 CQ1255'END OF THE SIDETRACK, AT THE SECOND POLE EAST OF THE SWITCH STAND,
 CQ1255'90 FT NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 46 FT SOUTH OF
 CQ1255'THE CENTER LINE OF THE GRADED ROAD LEADING TO DOYLINE. SET IN THE TOP
 CQ1255'OF A CONCRETE POST.
 CQ1255
 CQ1255                          STATION RECOVERY (2000)
 CQ1255
 CQ1255'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1255'MARK NOT FOUND.
 CQ1255
 CQ1255                          STATION RECOVERY (2002)
 CQ1255
 CQ1255'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0724 ***********************************************************************
 BW0724  DESIGNATION -  R 106
 BW0724  PID         -  BW0724
 BW0724  STATE/COUNTY-  LA/TENSAS
 BW0724  USGS QUAD   -  WATERPROOF (1994)
 BW0724
 BW0724                         *CURRENT SURVEY CONTROL
 BW0724  ___________________________________________________________________
 BW0724* NAD 83(1986)-  31 45 55.     (N)    091 23 03.     (W)     SCALED    
 BW0724* NAVD 88     -        19.89   (+/-2cm)      65.3    (feet)  VERTCON   
 BW0724  ___________________________________________________________________
 BW0724  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0724
 BW0724  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0724
 BW0724.The horizontal coordinates were scaled from a topographic map and have
 BW0724.an estimated accuracy of +/- 6 seconds.
 BW0724
 BW0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0724.The vertical order pertains to the NGVD 29 superseded value.
 BW0724
 BW0724.The geoid height was determined by GEOID03.
 BW0724
 BW0724;                    North         East    Units  Estimated Accuracy
 BW0724;SPC LA N     -   140,830.    1,105,700.      MT  (+/- 180 meters Scaled)
 BW0724
 BW0724                          SUPERSEDED SURVEY CONTROL
 BW0724
 BW0724  NGVD 29 (??/??/92)   19.90   (m)           65.3    (f) COMPUTED    1 2
 BW0724
 BW0724.Superseded values are not recommended for survey control.
 BW0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0724.See file dsdata.txt to determine how the superseded data were derived.
 BW0724
 BW0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR530155(NAD 83)
 BW0724_MARKER: DB = BENCH MARK DISK
 BW0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0724_STAMPING: R 106 1938
 BW0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0724+STABILITY: SURFACE MOTION
 BW0724
 BW0724  HISTORY     - Date     Condition        Report By
 BW0724  HISTORY     - 1938     MONUMENTED       CGS
 BW0724  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0724
 BW0724                          STATION DESCRIPTION
 BW0724
 BW0724'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0724'2.7 MI S FROM WATER PROOF.
 BW0724'2.7 MILES SOUTH OF WATER PROOF, TENSAS PARISH, 1/4 MILE BELOW WATER
 BW0724'PROOF BEND, 2000 FEET BELOW THE MOUTH OF A SLOUGH RUNNING SOUTHEAST
 BW0724'INTO MISSISSIPPI RIVER, 1300 FEET ABOVE THE MOUTH OF A CANAL RUNNING
 BW0724'FROM THE LEVEE BORROW PITS TO THE RIVER, 725 FEET BACK FROM THE TOP OF
 BW0724'THE RIVER BANK, IN THE NORTHWEST EDGE OF A PARTIAL CLEARING WITH
 BW0724'SCATTERED THORN TREES, 665 FEET LANDWARD FROM AN OLD ABANDONED LEVEE,
 BW0724'59.7 FEET EAST OF A BLAZED 20-INCH PECAN TREE, AND 22.5 FEET SOUTHWEST
 BW0724'OF A BLAZED 40-INCH COTTONWOOD TREE.  A STANDARD DISK SET IN THE TOP
 BW0724'OF A CONCRETE POST PROJECTING 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0725 ***********************************************************************
 BW0725  DESIGNATION -  R 106 RM
 BW0725  PID         -  BW0725
 BW0725  STATE/COUNTY-  LA/TENSAS
 BW0725  USGS QUAD   -  WATERPROOF (1994)
 BW0725
 BW0725                         *CURRENT SURVEY CONTROL
 BW0725  ___________________________________________________________________
 BW0725* NAD 83(1986)-  31 45 55.     (N)    091 23 03.     (W)     SCALED    
 BW0725* NAVD 88     -        20.15   (+/-2cm)      66.1    (feet)  VERTCON   
 BW0725  ___________________________________________________________________
 BW0725  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0725
 BW0725  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0725
 BW0725.The horizontal coordinates were scaled from a topographic map and have
 BW0725.an estimated accuracy of +/- 6 seconds.
 BW0725
 BW0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0725.The vertical order pertains to the NGVD 29 superseded value.
 BW0725
 BW0725.The geoid height was determined by GEOID03.
 BW0725
 BW0725;                    North         East    Units  Estimated Accuracy
 BW0725;SPC LA N     -   140,830.    1,105,700.      MT  (+/- 180 meters Scaled)
 BW0725
 BW0725                          SUPERSEDED SURVEY CONTROL
 BW0725
 BW0725  NGVD 29 (??/??/92)   20.16   (m)           66.1    (f) COMPUTED    1 2
 BW0725
 BW0725.Superseded values are not recommended for survey control.
 BW0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0725.See file dsdata.txt to determine how the superseded data were derived.
 BW0725
 BW0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR530155(NAD 83)
 BW0725_MARKER: S = SPIKE
 BW0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0725_SP_SET: TREE
 BW0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0725
 BW0725  HISTORY     - Date     Condition        Report By
 BW0725  HISTORY     - UNK      MONUMENTED       CGS
 BW0725  HISTORY     - 1938     GOOD             NGS
 BW0725
 BW0725                          STATION DESCRIPTION
 BW0725
 BW0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0725'2.7 MI S FROM WATER PROOF.
 BW0725'2.7 MILES SOUTH OF WATER PROOF, TENSAS PARISH, 1000 FEET LANDWARD FROM
 BW0725'BENCH MARK R 106, 10 FEET ABOVE A RANGE LINE, ON THE DOWNSTREAM SIDE
 BW0725'OF A BLAZED 14-INCH WILLOW TREE, IN THE BOTTOM OF THE BLAZE, AND 3-1/2
 BW0725'FEET ABOVE GROUND.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0016 ***********************************************************************
 BJ0016  DESIGNATION -  R 108
 BJ0016  PID         -  BJ0016
 BJ0016  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0016  USGS QUAD   -  INNIS (1994)
 BJ0016
 BJ0016                         *CURRENT SURVEY CONTROL
 BJ0016  ___________________________________________________________________
 BJ0016* NAD 83(1986)-  30 56 03.     (N)    091 39 34.     (W)     SCALED    
 BJ0016* NAVD 88     -        13.181  (meters)      43.24   (feet)  ADJUSTED  
 BJ0016  ___________________________________________________________________
 BJ0016  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0016  DYNAMIC HT  -          13.165 (meters)      43.19  (feet)  COMP
 BJ0016  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 BJ0016
 BJ0016  VERT ORDER  -  FIRST     CLASS I
 BJ0016
 BJ0016.The horizontal coordinates were scaled from a topographic map and have
 BJ0016.an estimated accuracy of +/- 6 seconds.
 BJ0016
 BJ0016.The orthometric height was determined by differential leveling
 BJ0016.and adjusted by the National Geodetic Survey in February 1994..
 BJ0016
 BJ0016.The geoid height was determined by GEOID03.
 BJ0016
 BJ0016.The dynamic height is computed by dividing the NAVD 88
 BJ0016.geopotential number by the normal gravity value computed on the
 BJ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0016.degrees latitude (g = 980.6199 gals.).
 BJ0016
 BJ0016.The modeled gravity was interpolated from observed gravity values.
 BJ0016
 BJ0016;                    North         East    Units  Estimated Accuracy
 BJ0016;SPC LA S     -   269,870.      968,830.      MT  (+/- 180 meters Scaled)
 BJ0016
 BJ0016                          SUPERSEDED SURVEY CONTROL
 BJ0016
 BJ0016  NAVD 88 (06/15/91)   13.210  (m)           43.34   (f) UNKNOWN     1 1
 BJ0016  NGVD 29 (??/??/??)   13.166  (m)           43.20   (f) ADJUSTED    1 1
 BJ0016
 BJ0016.Superseded values are not recommended for survey control.
 BJ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0016.See file dsdata.txt to determine how the superseded data were derived.
 BJ0016
 BJ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ280230(NAD 83)
 BJ0016_MARKER: DB = BENCH MARK DISK
 BJ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0016_STAMPING: R 108 1938
 BJ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0016+STABILITY: SURFACE MOTION
 BJ0016
 BJ0016  HISTORY     - Date     Condition        Report By
 BJ0016  HISTORY     - 1938     MONUMENTED       CGS
 BJ0016  HISTORY     - 1964     GOOD             CGS
 BJ0016  HISTORY     - 1976     GOOD             NGS
 BJ0016
 BJ0016                          STATION DESCRIPTION
 BJ0016
 BJ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0016'2.9 MI N FROM WILLIAMSPORT.
 BJ0016'ABOUT 2.6 MILES NORTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS
 BJ0016'CHURCH AT WILLIAMSPORT, THENCE 0.3 MILE NORTHEAST ACROSS A LEVEE AND
 BJ0016'THROUGH TIMBER LAND, 162 FEET WEST OF THE CENTER LINE OF AN OLD LEVEE,
 BJ0016'95 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD, 40 FEET WEST OF THE
 BJ0016'CENTER LINE OF AN OLD ABANDONED ROAD, 0.9 FOOT WEST OF A METAL WITNESS
 BJ0016'POST, ABOUT LEVEL WITH THE ABANDONED ROAD, AND SET IN THE TOP OF A
 BJ0016'CONCRETE POST PROJECTING 8 INCHES.
 BJ0016
 BJ0016                          STATION RECOVERY (1976)
 BJ0016
 BJ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0016'2.55 MILES NORTH ALONG STATE HIGHWAY 418 FROM THE ST STEPHENS CHURCH
 BJ0016'AT WILLIAMSPORT, THENCE 0.25 MILES NORTHEAST ALONG A PRIVATE ROAD AND
 BJ0016'ACROSS COUNTRY, 121.5 FT NE OF A 48 INCH FORKED PECAN TREE, 41 FT WEST
 BJ0016'OF THE CENTER LINE OF A OLD ROAD, BENCH MARK IS IN WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0637 ***********************************************************************
 BX0637  DESIGNATION -  R 110 RESET 1969
 BX0637  PID         -  BX0637
 BX0637  STATE/COUNTY-  LA/RAPIDES
 BX0637  USGS QUAD   -  GREEN GABLES (1993)
 BX0637
 BX0637                         *CURRENT SURVEY CONTROL
 BX0637  ___________________________________________________________________
 BX0637* NAD 83(1986)-  31 23 25.     (N)    092 18 06.     (W)     SCALED    
 BX0637* NAVD 88     -        28.47   (+/-2cm)      93.4    (feet)  VERTCON   
 BX0637  ___________________________________________________________________
 BX0637  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX0637
 BX0637  VERT ORDER  -  THIRD (See Below)
 BX0637
 BX0637.This mark is at Alexandria Esler Regional Airport (ESF)
 BX0637
 BX0637.The horizontal coordinates were scaled from a topographic map and have
 BX0637.an estimated accuracy of +/- 6 seconds.
 BX0637
 BX0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0637.The vertical order pertains to the NGVD 29 superseded value.
 BX0637
 BX0637.The geoid height was determined by GEOID03.
 BX0637
 BX0637;                    North         East    Units  Estimated Accuracy
 BX0637;SPC LA N     -    98,730.    1,018,860.      MT  (+/- 180 meters Scaled)
 BX0637
 BX0637                          SUPERSEDED SURVEY CONTROL
 BX0637
 BX0637  NGVD 29 (??/??/??)   28.45   (m)           93.3    (f) RESET       3  
 BX0637
 BX0637.Superseded values are not recommended for survey control.
 BX0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0637.See file dsdata.txt to determine how the superseded data were derived.
 BX0637
 BX0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ663730(NAD 83)
 BX0637_MARKER: DB = BENCH MARK DISK
 BX0637_SETTING: 0 = UNSPECIFIED SETTING
 BX0637_STAMPING: R 110 1945 RESET 1969
 BX0637_MARK LOGO: CGS   
 BX0637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BX0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0637
 BX0637  HISTORY     - Date     Condition        Report By
 BX0637  HISTORY     - 1969     MONUMENTED       CGS
 BX0637  HISTORY     - 1981     GOOD             USGS
 BX0637  HISTORY     - 19850615 GOOD             NGS
 BX0637  HISTORY     - 19990424 GOOD             USPSQD
 BX0637
 BX0637                          STATION DESCRIPTION
 BX0637
 BX0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX0637'0.15 MI SSW FROM ESLER FIELD.
 BX0637'LOCATED ABOUT 0.15 MILE SOUTH-SOUTHWEST OF THE NEW ADMINISTRATION
 BX0637'BUILDING AT ESLER FIELD, 143 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 BX0637'THE CAR PORT OF BRICK HOUSE OWNED BY MR. LOUIS HARREL, AIRPORT
 BX0637'MANAGER, 114 FEET SSE OF A FIRE HYDRANT, 92 FEET SSE OF A MAN HOLE
 BX0637'PROJECTING 18 INCHES, 92 FEET SSE OF A 3-FOOT PINE TREE, 24 FEET SE OF
 BX0637'A 2 FOOT OAK TREE, SOUTH OF A ROAD AND WEST OF THE SOUTH ENTRANCE TO
 BX0637'THE AIRPORT.  TO REACH FROM THE POST OFFICE IN LIBUSE, GO 0.5 MILE
 BX0637'NORTHEAST ALONG STATE HIGHWAY 28, THENCE NORTH ALONG ROAD FOR 2.6
 BX0637'MILE, THENCE NORTH EAST ALONG STATE HIGHWAY 116 TO THE SOUTH SIDE OF
 BX0637'THE AIRPORT AND THE MARK ON THE LEFT.
 BX0637
 BX0637                          STATION RECOVERY (1981)
 BX0637
 BX0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0637'RECOVERED IN GOOD CONDITION.
 BX0637
 BX0637                          STATION RECOVERY (1985)
 BX0637
 BX0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BX0637'THE STATION IS A STANDARD USCGS BM NEAR THE TERMINAL BUILDING OF ESLER
 BX0637'REGIONAL AIRPORT NEAR THE WEST ENTRANCE OF THE AIRPORT ON HIGHWAY 116.
 BX0637'THE MARK IS 62 FT (18.9 M) NORTHWEST OF A POWER POLE, 49 FT (14.9 M)
 BX0637'WEST OF THE EDGE OF A ROAD, 114 FT (34.7 M) SOUTHEAST OF A FIRE
 BX0637'HYDRANT, 12.6 FT (3.8 M) EAST OF THE EAST CORNER OF A WOOD AND
 BX0637'CONCRETE BOX FOR A GAS VALVE.
 BX0637
 BX0637                          STATION RECOVERY (1999)
 BX0637
 BX0637'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0685 ***********************************************************************
 CQ0685  DESIGNATION -  R 114
 CQ0685  PID         -  CQ0685
 CQ0685  STATE/COUNTY-  LA/OUACHITA
 CQ0685  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0685
 CQ0685                         *CURRENT SURVEY CONTROL
 CQ0685  ___________________________________________________________________
 CQ0685* NAD 83(1986)-  32 24 38.     (N)    092 09 32.     (W)     SCALED    
 CQ0685* NAVD 88     -        23.73   (+/-2cm)      77.9    (feet)  VERTCON   
 CQ0685  ___________________________________________________________________
 CQ0685  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0685
 CQ0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0685
 CQ0685.The horizontal coordinates were scaled from a topographic map and have
 CQ0685.an estimated accuracy of +/- 6 seconds.
 CQ0685
 CQ0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0685.The vertical order pertains to the NGVD 29 superseded value.
 CQ0685
 CQ0685.The geoid height was determined by GEOID03.
 CQ0685
 CQ0685;                    North         East    Units  Estimated Accuracy
 CQ0685;SPC LA N     -   211,890.    1,032,090.      MT  (+/- 180 meters Scaled)
 CQ0685
 CQ0685                          SUPERSEDED SURVEY CONTROL
 CQ0685
 CQ0685  NGVD 29 (??/??/??)   23.774  (m)           78.00   (f) ADJUSTED    2 0
 CQ0685
 CQ0685.Superseded values are not recommended for survey control.
 CQ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0685.See file dsdata.txt to determine how the superseded data were derived.
 CQ0685
 CQ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR790862(NAD 83)
 CQ0685_MARKER: DB = BENCH MARK DISK
 CQ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0685_STAMPING: R 114 1949
 CQ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0685+STABILITY: SURFACE MOTION
 CQ0685
 CQ0685  HISTORY     - Date     Condition        Report By
 CQ0685  HISTORY     - 1949     MONUMENTED       CGS
 CQ0685  HISTORY     - 1965     GOOD             LOCSUR
 CQ0685
 CQ0685                          STATION DESCRIPTION
 CQ0685
 CQ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0685'6.7 MI S FROM BROWNVILLE.
 CQ0685'4.5 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0685'HIGHWAYS 200 AND 1607 AT BROWNVILLE, THENCE 1.25 MILES SOUTHEAST ALONG
 CQ0685'A PARISH ROAD, THENCE 0.95 MILE EAST ALONG A PARISH ROAD.  0.3 MILE
 CQ0685'WEST OF A FARMHOUSE WHICH IS ON THE NORTH SIDE OF THE ROAD, ALONG A
 CQ0685'NORTH AND SOUTH FENCE, 69 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CQ0685'56 FEET EAST OF THE CENTER LINE OF A WOODS ROAD LEADING NORTH, 46 FEET
 CQ0685'NORTH OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A
 CQ0685'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CQ0685'FOOT ABOVE THE GROUND.
 CQ0685
 CQ0685                          STATION RECOVERY (1965)
 CQ0685
 CQ0685'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 CQ0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0042 ***********************************************************************
 CQ0042  DESIGNATION -  R 115
 CQ0042  PID         -  CQ0042
 CQ0042  STATE/COUNTY-  LA/OUACHITA
 CQ0042  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0042
 CQ0042                         *CURRENT SURVEY CONTROL
 CQ0042  ___________________________________________________________________
 CQ0042* NAD 83(1986)-  32 30 52.     (N)    092 10 28.     (W)     SCALED    
 CQ0042* NAVD 88     -        40.59   (+/-2cm)     133.2    (feet)  VERTCON   
 CQ0042  ___________________________________________________________________
 CQ0042  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0042
 CQ0042  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0042
 CQ0042.The horizontal coordinates were scaled from a topographic map and have
 CQ0042.an estimated accuracy of +/- 6 seconds.
 CQ0042
 CQ0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0042.The vertical order pertains to the NGVD 29 superseded value.
 CQ0042
 CQ0042.The geoid height was determined by GEOID03.
 CQ0042
 CQ0042;                    North         East    Units  Estimated Accuracy
 CQ0042;SPC LA N     -   223,400.    1,030,590.      MT  (+/- 180 meters Scaled)
 CQ0042
 CQ0042                          SUPERSEDED SURVEY CONTROL
 CQ0042
 CQ0042  NGVD 29 (??/??/??)   40.638  (m)          133.33   (f) ADJUSTED    1 2
 CQ0042
 CQ0042.Superseded values are not recommended for survey control.
 CQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0042.See file dsdata.txt to determine how the superseded data were derived.
 CQ0042
 CQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR775977(NAD 83)
 CQ0042_MARKER: DB = BENCH MARK DISK
 CQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0042_STAMPING: R 115 1949
 CQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0042+STABILITY: SURFACE MOTION
 CQ0042
 CQ0042  HISTORY     - Date     Condition        Report By
 CQ0042  HISTORY     - 1949     MONUMENTED       CGS
 CQ0042  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0042
 CQ0042                          STATION DESCRIPTION
 CQ0042
 CQ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0042'2.7 MI NW FROM BROWNVILLE.
 CQ0042'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 1607 FROM THE JUNCTION OF
 CQ0042'STATE HIGHWAYS 1607 AND 200 AT BROWNVILLE, AT THE JUNCTION OF STATE
 CQ0042'HIGHWAY 1607 AND U.S. HIGHWAY 80, 74 FEET SOUTH OF THE CENTER LINE OF
 CQ0042'U.S. HIGHWAY 80, 35 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 CQ0042'1607, 6 FEET WEST OF A POWER POLE, 4 FEET NORTHEAST OF AN 8 INCH PINE
 CQ0042'TREE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ0042'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE HIGHWAYS AT
 CQ0042'THE LOCATION OF THE MARK ARE BOTH BEING WIDENED.
 CQ0042
 CQ0042                          STATION RECOVERY (1969)
 CQ0042
 CQ0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0891 ***********************************************************************
 CQ0891  DESIGNATION -  R 116
 CQ0891  PID         -  CQ0891
 CQ0891  STATE/COUNTY-  LA/CALDWELL
 CQ0891  USGS QUAD   -  BLANKSTON (1989)
 CQ0891
 CQ0891                         *CURRENT SURVEY CONTROL
 CQ0891  ___________________________________________________________________
 CQ0891* NAD 83(1986)-  32 14 25.     (N)    092 14 59.     (W)     SCALED    
 CQ0891* NAVD 88     -        63.10   (+/-2cm)     207.0    (feet)  VERTCON   
 CQ0891  ___________________________________________________________________
 CQ0891  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0891
 CQ0891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0891
 CQ0891.The horizontal coordinates were scaled from a topographic map and have
 CQ0891.an estimated accuracy of +/- 6 seconds.
 CQ0891
 CQ0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0891.The vertical order pertains to the NGVD 29 superseded value.
 CQ0891
 CQ0891.The geoid height was determined by GEOID03.
 CQ0891
 CQ0891;                    North         East    Units  Estimated Accuracy
 CQ0891;SPC LA N     -   192,980.    1,023,590.      MT  (+/- 180 meters Scaled)
 CQ0891
 CQ0891                          SUPERSEDED SURVEY CONTROL
 CQ0891
 CQ0891  NGVD 29 (??/??/??)   63.130  (m)          207.12   (f) ADJUSTED    2 0
 CQ0891
 CQ0891.Superseded values are not recommended for survey control.
 CQ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0891.See file dsdata.txt to determine how the superseded data were derived.
 CQ0891
 CQ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR706673(NAD 83)
 CQ0891_MARKER: DB = BENCH MARK DISK
 CQ0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0891_STAMPING: R 116 1949
 CQ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0891+STABILITY: SURFACE MOTION
 CQ0891
 CQ0891  HISTORY     - Date     Condition        Report By
 CQ0891  HISTORY     - 1949     MONUMENTED       CGS
 CQ0891  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0891
 CQ0891                          STATION DESCRIPTION
 CQ0891
 CQ0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0891'1.2 MI E FROM VIXEN.
 CQ0891'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0891'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 1.1
 CQ0891'MILES EAST ALONG A PARISH ROAD, AT A Y-JUNCTION OF ROADS, 61 FEET WEST
 CQ0891'OF A 12-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE
 CQ0891'TREE, 33 FEET NORTH OF THE PROJECTED CENTER LINE OF A SIDE ROAD
 CQ0891'LEADING EAST, 32 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 6
 CQ0891'FEET SOUTHWEST OF THE CENTER LINE OF AN ABANDONED WOODS ROAD LEADING
 CQ0891'NORTHWEST, 1.5 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 CQ0891'CONCRETE POST AT A DEPTH OF 4 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 CQ0891'GROUND.
 CQ0891
 CQ0891                          STATION RECOVERY (1986)
 CQ0891
 CQ0891'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0643 ***********************************************************************
 CQ0643  DESIGNATION -  R 117
 CQ0643  PID         -  CQ0643
 CQ0643  STATE/COUNTY-  LA/OUACHITA
 CQ0643  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0643
 CQ0643                         *CURRENT SURVEY CONTROL
 CQ0643  ___________________________________________________________________
 CQ0643* NAD 83(1986)-  32 27 11.     (N)    092 11 27.     (W)     SCALED    
 CQ0643* NAVD 88     -        20.46   (+/-2cm)      67.1    (feet)  VERTCON   
 CQ0643  ___________________________________________________________________
 CQ0643  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0643
 CQ0643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0643
 CQ0643.The horizontal coordinates were scaled from a topographic map and have
 CQ0643.an estimated accuracy of +/- 6 seconds.
 CQ0643
 CQ0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0643.The vertical order pertains to the NGVD 29 superseded value.
 CQ0643
 CQ0643.The geoid height was determined by GEOID03.
 CQ0643
 CQ0643;                    North         East    Units  Estimated Accuracy
 CQ0643;SPC LA N     -   216,590.    1,029,070.      MT  (+/- 180 meters Scaled)
 CQ0643
 CQ0643                          SUPERSEDED SURVEY CONTROL
 CQ0643
 CQ0643  NGVD 29 (??/??/??)   20.508  (m)           67.28   (f) ADJUSTED    2 0
 CQ0643
 CQ0643.Superseded values are not recommended for survey control.
 CQ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0643.See file dsdata.txt to determine how the superseded data were derived.
 CQ0643
 CQ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR760909(NAD 83)
 CQ0643_MARKER: DB = BENCH MARK DISK
 CQ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0643_STAMPING: R 117 1949
 CQ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0643+STABILITY: SURFACE MOTION
 CQ0643
 CQ0643  HISTORY     - Date     Condition        Report By
 CQ0643  HISTORY     - 1949     MONUMENTED       CGS
 CQ0643  HISTORY     - 1991     GOOD             USPSQD
 CQ0643  HISTORY     - 20050609 GOOD             GEOCAC
 CQ0643
 CQ0643                          STATION DESCRIPTION
 CQ0643
 CQ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0643'2.2 MI SW FROM BAWCOMVILLE.
 CQ0643'2.2 MILES SOUTHWEST ALONG A PARISH ROAD FROM THE BAWCOMVILLE GRADE
 CQ0643'SCHOOL AT BAWCOMVILLE, AT THE CHENIERE DAM, 175 FEET EAST OF THE EAST
 CQ0643'CORNER OF THE BRIDGE OVER THE DAM, 93 FEET SOUTHEAST OF THE CENTER
 CQ0643'LINE OF THE NEW ROAD, 41 FEET SOUTH OF THE CENTER LINE OF THE OLD
 CQ0643'ROAD, 3 FEET SOUTHEAST OF A POWER LINE POLE, 2.7 FEET SOUTHWEST OF A
 CQ0643'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET
 CQ0643'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ0643
 CQ0643                          STATION RECOVERY (1991)
 CQ0643
 CQ0643'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJ)
 CQ0643'RECOVERED IN GOOD CONDITION.
 CQ0643
 CQ0643                          STATION RECOVERY (2005)
 CQ0643
 CQ0643'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0668 ***********************************************************************
 CQ0668  DESIGNATION -  R 118
 CQ0668  PID         -  CQ0668
 CQ0668  STATE/COUNTY-  LA/OUACHITA
 CQ0668  USGS QUAD   -  CHATHAM SE (1982)
 CQ0668
 CQ0668                         *CURRENT SURVEY CONTROL
 CQ0668  ___________________________________________________________________
 CQ0668* NAD 83(1986)-  32 21 45.     (N)    092 17 38.     (W)     SCALED    
 CQ0668* NAVD 88     -        55.24   (+/-2cm)     181.2    (feet)  VERTCON   
 CQ0668  ___________________________________________________________________
 CQ0668  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0668
 CQ0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0668
 CQ0668.The horizontal coordinates were scaled from a topographic map and have
 CQ0668.an estimated accuracy of +/- 6 seconds.
 CQ0668
 CQ0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0668.The vertical order pertains to the NGVD 29 superseded value.
 CQ0668
 CQ0668.The geoid height was determined by GEOID03.
 CQ0668
 CQ0668;                    North         East    Units  Estimated Accuracy
 CQ0668;SPC LA N     -   206,530.    1,019,400.      MT  (+/- 180 meters Scaled)
 CQ0668
 CQ0668                          SUPERSEDED SURVEY CONTROL
 CQ0668
 CQ0668  NGVD 29 (??/??/??)   55.282  (m)          181.37   (f) ADJUSTED    2 0
 CQ0668
 CQ0668.Superseded values are not recommended for survey control.
 CQ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0668.See file dsdata.txt to determine how the superseded data were derived.
 CQ0668
 CQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR664808(NAD 83)
 CQ0668_MARKER: DB = BENCH MARK DISK
 CQ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0668_STAMPING: R 118 1949
 CQ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0668+STABILITY: SURFACE MOTION
 CQ0668
 CQ0668  HISTORY     - Date     Condition        Report By
 CQ0668  HISTORY     - 1949     MONUMENTED       CGS
 CQ0668  HISTORY     - 1950     GOOD             CGS
 CQ0668  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0668  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0668
 CQ0668                          STATION DESCRIPTION
 CQ0668
 CQ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0668'3.9 MI SE FROM OKALOOSA.
 CQ0668'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0668'OKALOOSA, THENCE 1.4 MILES SOUTH ALONG A PARISH ROAD, THENCE 1.0 MILE
 CQ0668'NORTHEAST ALONG STATE HIGHWAY NO. 543.  0.1 MILE EAST OF A T-JUNCTION
 CQ0668'OF THE HIGHWAY AND A SIDE ROAD LEADING NORTH, ABOUT 100 FEET SOUTHEAST
 CQ0668'OF AN OLD FARMHOUSE SITE, ON THE SOUTH SLOPE OF A HILL, ABOUT 100 FEET
 CQ0668'NORTHEAST OF A SIDE ROAD LEADING SOUTHEAST, 31 FEET NORTH OF THE
 CQ0668'CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN
 CQ0668'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0668'NOTE-- STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.
 CQ0668
 CQ0668                          STATION RECOVERY (1977)
 CQ0668
 CQ0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0668'MARK NOT FOUND.
 CQ0668
 CQ0668                          STATION RECOVERY (1990)
 CQ0668
 CQ0668'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0598 ***********************************************************************
 CQ0598  DESIGNATION -  R 119
 CQ0598  PID         -  CQ0598
 CQ0598  STATE/COUNTY-  LA/CALDWELL
 CQ0598  USGS QUAD   -  VIXEN (1989)
 CQ0598
 CQ0598                         *CURRENT SURVEY CONTROL
 CQ0598  ___________________________________________________________________
 CQ0598* NAD 83(1986)-  32 12 46.     (N)    092 15 03.     (W)     SCALED    
 CQ0598* NAVD 88     -        56.52   (+/-2cm)     185.4    (feet)  VERTCON   
 CQ0598  ___________________________________________________________________
 CQ0598  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CQ0598
 CQ0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0598
 CQ0598.The horizontal coordinates were scaled from a topographic map and have
 CQ0598.an estimated accuracy of +/- 6 seconds.
 CQ0598
 CQ0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0598.The vertical order pertains to the NGVD 29 superseded value.
 CQ0598
 CQ0598.The geoid height was determined by GEOID03.
 CQ0598
 CQ0598;                    North         East    Units  Estimated Accuracy
 CQ0598;SPC LA N     -   189,930.    1,023,490.      MT  (+/- 180 meters Scaled)
 CQ0598
 CQ0598                          SUPERSEDED SURVEY CONTROL
 CQ0598
 CQ0598  NGVD 29 (??/??/??)   56.545  (m)          185.51   (f) ADJUSTED    2 0
 CQ0598
 CQ0598.Superseded values are not recommended for survey control.
 CQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0598.See file dsdata.txt to determine how the superseded data were derived.
 CQ0598
 CQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR706642(NAD 83)
 CQ0598_MARKER: DB = BENCH MARK DISK
 CQ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0598_STAMPING: R 119 1949
 CQ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0598+STABILITY: SURFACE MOTION
 CQ0598
 CQ0598  HISTORY     - Date     Condition        Report By
 CQ0598  HISTORY     - 1949     MONUMENTED       CGS
 CQ0598  HISTORY     - 1950     GOOD             CGS
 CQ0598  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0598
 CQ0598                          STATION DESCRIPTION
 CQ0598
 CQ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0598'2.65 MI SE FROM VIXEN.
 CQ0598'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE JUNCTION OF
 CQ0598'STATE HIGHWAY NO. 17 WITH STATE HIGHWAY NO. 200 AT VIXEN, THENCE 0.75
 CQ0598'MILE SOUTHWEST ALONG A PARISH ROAD.  AT AN OLD FARMHOUSE SITE, 89 FEET
 CQ0598'SOUTH OF THE CENTER LINE OF THE ROAD, 52 FEET NORTHEAST OF THE
 CQ0598'SOUTHEAST CORNER POST OF AN OLD FENCE AROUND AN ORCHARD, 7 FEET SOUTH
 CQ0598'OF A 30-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE
 CQ0598'TREE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 CQ0598'POST AT A DEPTH OF 3 FEET AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CQ0598'NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.
 CQ0598
 CQ0598                          STATION RECOVERY (1986)
 CQ0598
 CQ0598'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0793 ***********************************************************************
 CQ0793  DESIGNATION -  R 120
 CQ0793  PID         -  CQ0793
 CQ0793  STATE/COUNTY-  LA/CALDWELL
 CQ0793  USGS QUAD   -  BLANKSTON (1989)
 CQ0793
 CQ0793                         *CURRENT SURVEY CONTROL
 CQ0793  ___________________________________________________________________
 CQ0793* NAD 83(1986)-  32 08 47.     (N)    092 14 16.     (W)     SCALED    
 CQ0793* NAVD 88     -        48.22   (+/-2cm)     158.2    (feet)  VERTCON   
 CQ0793  ___________________________________________________________________
 CQ0793  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0793
 CQ0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0793
 CQ0793.The horizontal coordinates were scaled from a topographic map and have
 CQ0793.an estimated accuracy of +/- 6 seconds.
 CQ0793
 CQ0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0793.The vertical order pertains to the NGVD 29 superseded value.
 CQ0793
 CQ0793.The geoid height was determined by GEOID03.
 CQ0793
 CQ0793;                    North         East    Units  Estimated Accuracy
 CQ0793;SPC LA N     -   182,570.    1,024,740.      MT  (+/- 180 meters Scaled)
 CQ0793
 CQ0793                          SUPERSEDED SURVEY CONTROL
 CQ0793
 CQ0793  NGVD 29 (??/??/??)   48.249  (m)          158.30   (f) ADJUSTED    2 0
 CQ0793
 CQ0793.Superseded values are not recommended for survey control.
 CQ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0793.See file dsdata.txt to determine how the superseded data were derived.
 CQ0793
 CQ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR718569(NAD 83)
 CQ0793_MARKER: DB = BENCH MARK DISK
 CQ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0793_STAMPING: R 120 1949
 CQ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0793+STABILITY: SURFACE MOTION
 CQ0793
 CQ0793  HISTORY     - Date     Condition        Report By
 CQ0793  HISTORY     - 1949     MONUMENTED       CGS
 CQ0793  HISTORY     - 1950     GOOD             CGS
 CQ0793  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0793
 CQ0793                          STATION DESCRIPTION
 CQ0793
 CQ0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0793'4.0 MI W FROM MOUNT PLEASANT.
 CQ0793'3.2 MILES WEST ALONG A PARISH ROAD FROM THE MOUNT PLEASANT CHURCH AT
 CQ0793'MOUNT PLEASANT, THENCE 0.8 MILE NORTHWEST ALONG A PARISH ROAD.  IN
 CQ0793'ABOUT THE CENTER OF AN S-CURVE, 42 FEET NORTHEAST OF THE CENTER LINE
 CQ0793'OF THE ROAD, 27 FEET SOUTH OF A 6-INCH OAK WITH A TRIANGULAR BLAZE ON
 CQ0793'THE SOUTHWEST SIDE OF THE TREE, 6 FEET WEST OF A 10-INCH OAK WITH A
 CQ0793'TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 1 FOOT NORTHEAST
 CQ0793'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 CQ0793'FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0793
 CQ0793                          STATION RECOVERY (1986)
 CQ0793
 CQ0793'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0382 ***********************************************************************
 BX0382  DESIGNATION -  R 123
 BX0382  PID         -  BX0382
 BX0382  STATE/COUNTY-  LA/CALDWELL
 BX0382  USGS QUAD   -  HOLUM (1988)
 BX0382
 BX0382                         *CURRENT SURVEY CONTROL
 BX0382  ___________________________________________________________________
 BX0382* NAD 83(1986)-  31 59 28.     (N)    092 07 19.     (W)     SCALED    
 BX0382* NAVD 88     -        60.47   (+/-2cm)     198.4    (feet)  VERTCON   
 BX0382  ___________________________________________________________________
 BX0382  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0382
 BX0382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0382
 BX0382.The horizontal coordinates were scaled from a topographic map and have
 BX0382.an estimated accuracy of +/- 6 seconds.
 BX0382
 BX0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0382.The vertical order pertains to the NGVD 29 superseded value.
 BX0382
 BX0382.The geoid height was determined by GEOID03.
 BX0382
 BX0382;                    North         East    Units  Estimated Accuracy
 BX0382;SPC LA N     -   165,390.    1,035,720.      MT  (+/- 180 meters Scaled)
 BX0382
 BX0382                          SUPERSEDED SURVEY CONTROL
 BX0382
 BX0382  NGVD 29 (??/??/??)   60.485  (m)          198.44   (f) ADJUSTED    2 0
 BX0382
 BX0382.Superseded values are not recommended for survey control.
 BX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0382.See file dsdata.txt to determine how the superseded data were derived.
 BX0382
 BX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR829397(NAD 83)
 BX0382_MARKER: DB = BENCH MARK DISK
 BX0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0382_STAMPING: R 123 1949
 BX0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0382+STABILITY: SURFACE MOTION
 BX0382
 BX0382  HISTORY     - Date     Condition        Report By
 BX0382  HISTORY     - 1949     MONUMENTED       CGS
 BX0382  HISTORY     - 1959     GOOD             CGS
 BX0382
 BX0382                          STATION DESCRIPTION
 BX0382
 BX0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX0382'4.75 MI NE FROM KELLY.
 BX0382'LOCATED 1.0 MILE EAST ALONG STATE HIGHWAY 506 FROM THE MISSOURI
 BX0382'PACIFIC RAILROAD STATION AT KELLY, THENCE 1.8 MILES NORTHEAST ALONG
 BX0382'U.S. HIGHWAY 165, THENCE 0.35 MILE SOUTHEAST ALONG A PAVED ROAD,
 BX0382'THENCE 1.6 MILE EAST ALONG A GRADED DIRT ROAD, AT THE JUNCTION WITH
 BX0382'STATE HIGHWAY 850, 42 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 BX0382'850, 51 FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 12 FEET
 BX0382'SOUTHEAST OF A 6-INCH OAK TREE, 12 FEET NORTHWEST OF A POWER POLE, AND
 BX0382'1 FOOT SOUTHWEST OF A METAL WITNESS POST BEARING A WHITE SIGN. IT IS A
 BX0382'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BX0382'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0519 ***********************************************************************
 BX0519  DESIGNATION -  R 124
 BX0519  PID         -  BX0519
 BX0519  STATE/COUNTY-  LA/LA SALLE
 BX0519  USGS QUAD   -  SUMMERVILLE (1984)
 BX0519
 BX0519                         *CURRENT SURVEY CONTROL
 BX0519  ___________________________________________________________________
 BX0519* NAD 83(1986)-  31 45 07.     (N)    092 12 43.     (W)     SCALED    
 BX0519* NAVD 88     -        38.40   (+/-2cm)     126.0    (feet)  VERTCON   
 BX0519  ___________________________________________________________________
 BX0519  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0519
 BX0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0519
 BX0519.The horizontal coordinates were scaled from a topographic map and have
 BX0519.an estimated accuracy of +/- 6 seconds.
 BX0519
 BX0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0519.The vertical order pertains to the NGVD 29 superseded value.
 BX0519
 BX0519.The geoid height was determined by GEOID03.
 BX0519
 BX0519;                    North         East    Units  Estimated Accuracy
 BX0519;SPC LA N     -   138,850.    1,027,290.      MT  (+/- 180 meters Scaled)
 BX0519
 BX0519                          SUPERSEDED SURVEY CONTROL
 BX0519
 BX0519  NGVD 29 (??/??/??)   38.401  (m)          125.99   (f) ADJUSTED    2 0
 BX0519
 BX0519.Superseded values are not recommended for survey control.
 BX0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0519.See file dsdata.txt to determine how the superseded data were derived.
 BX0519
 BX0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR746132(NAD 83)
 BX0519_MARKER: DB = BENCH MARK DISK
 BX0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0519_STAMPING: R 124 1949
 BX0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0519+STABILITY: SURFACE MOTION
 BX0519
 BX0519  HISTORY     - Date     Condition        Report By
 BX0519  HISTORY     - 1949     MONUMENTED       CGS
 BX0519  HISTORY     - 1950     GOOD             CGS
 BX0519  HISTORY     - 1966     MARK NOT FOUND   LOCSUR
 BX0519
 BX0519                          STATION DESCRIPTION
 BX0519
 BX0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0519'3.15 MI W FROM SUMMERVILLE.
 BX0519'3.15 MILES WEST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION AND
 BX0519'COUNTRY STORE AT SUMMERVILLE, AT A Y ROAD JUNCTION, 30 FEET SOUTHEAST
 BX0519'OF THE CENTER LINE OF THE HIGHWAY, 132 FEET SOUTHWEST OF THE
 BX0519'INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND THE Y ROAD, 11.5
 BX0519'FEET SOUTHWEST OF A 14 INCH BLAZED PINE TREE, MIDWAY BETWEEN TWO POWER
 BX0519'POLES, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BX0519'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 BX0519
 BX0519                          STATION RECOVERY (1966)
 BX0519
 BX0519'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 BX0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0524 ***********************************************************************
 BX0524  DESIGNATION -  R 125
 BX0524  PID         -  BX0524
 BX0524  STATE/COUNTY-  LA/LA SALLE
 BX0524  USGS QUAD   -  JENA WEST (1985)
 BX0524
 BX0524                         *CURRENT SURVEY CONTROL
 BX0524  ___________________________________________________________________
 BX0524* NAD 83(1986)-  31 41 09.     (N)    092 07 55.     (W)     SCALED    
 BX0524* NAVD 88     -        60.13   (+/-2cm)     197.3    (feet)  VERTCON   
 BX0524  ___________________________________________________________________
 BX0524  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX0524
 BX0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0524
 BX0524.The horizontal coordinates were scaled from a topographic map and have
 BX0524.an estimated accuracy of +/- 6 seconds.
 BX0524
 BX0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0524.The vertical order pertains to the NGVD 29 superseded value.
 BX0524
 BX0524.The geoid height was determined by GEOID03.
 BX0524
 BX0524;                    North         East    Units  Estimated Accuracy
 BX0524;SPC LA N     -   131,540.    1,034,890.      MT  (+/- 180 meters Scaled)
 BX0524
 BX0524                          SUPERSEDED SURVEY CONTROL
 BX0524
 BX0524  NGVD 29 (??/??/??)   60.126  (m)          197.26   (f) ADJUSTED    2 0
 BX0524
 BX0524.Superseded values are not recommended for survey control.
 BX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0524.See file dsdata.txt to determine how the superseded data were derived.
 BX0524
 BX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR822059(NAD 83)
 BX0524_MARKER: DB = BENCH MARK DISK
 BX0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0524_SP_SET: UNSPEC
 BX0524_STAMPING: R 125 1950
 BX0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0524
 BX0524  HISTORY     - Date     Condition        Report By
 BX0524  HISTORY     - 1950     MONUMENTED       CGS
 BX0524
 BX0524                          STATION DESCRIPTION
 BX0524
 BX0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0524'IN JENA.
 BX0524'AT JENA, 1.7 FEET SOUTH OF THE NORTHWEST CORNER OF AND SET VERTICALLY
 BX0524'2.8 FEET ABOVE THE GROUND IN THE WEST BRICK WALL OF THE COURTHOUSE,
 BX0524'AND 1.3 FEET BELOW THE WATER TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0525 ***********************************************************************
 BX0525  DESIGNATION -  R 125 RESET 1966
 BX0525  PID         -  BX0525
 BX0525  STATE/COUNTY-  LA/LA SALLE
 BX0525  USGS QUAD   -  JENA WEST (1985)
 BX0525
 BX0525                         *CURRENT SURVEY CONTROL
 BX0525  ___________________________________________________________________
 BX0525* NAD 83(1986)-  31 41 09.     (N)    092 07 54.     (W)     SCALED    
 BX0525* NAVD 88     -        56.43   (+/-2cm)     185.1    (feet)  VERTCON   
 BX0525  ___________________________________________________________________
 BX0525  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX0525
 BX0525  VERT ORDER  -  THIRD (See Below)
 BX0525
 BX0525.The horizontal coordinates were scaled from a topographic map and have
 BX0525.an estimated accuracy of +/- 6 seconds.
 BX0525
 BX0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0525.The vertical order pertains to the NGVD 29 superseded value.
 BX0525
 BX0525.The geoid height was determined by GEOID03.
 BX0525
 BX0525;                    North         East    Units  Estimated Accuracy
 BX0525;SPC LA N     -   131,540.    1,034,920.      MT  (+/- 180 meters Scaled)
 BX0525
 BX0525                          SUPERSEDED SURVEY CONTROL
 BX0525
 BX0525  NGVD 29 (??/??/??)   56.42   (m)          185.1    (f) RESET       3  
 BX0525
 BX0525.Superseded values are not recommended for survey control.
 BX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0525.See file dsdata.txt to determine how the superseded data were derived.
 BX0525
 BX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR822059(NAD 83)
 BX0525_MARKER: DB = BENCH MARK DISK
 BX0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0525_SP_SET: CONCRETE FILLED
 BX0525_STAMPING: R 125 RESET 1966
 BX0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0525
 BX0525  HISTORY     - Date     Condition        Report By
 BX0525  HISTORY     - 1966     MONUMENTED       CGS
 BX0525
 BX0525                          STATION DESCRIPTION
 BX0525
 BX0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0525'IN JENA.
 BX0525'AT JENA, AT THE EAST ENTRANCE TO THE LA SALLE PARISH SCHOOL BOARD
 BX0525'OFFICE BUILDING, NORTHWEST AND ACROSS FIRST STREET, LOUISIANA STATE
 BX0525'HIGHWAY 127, FROM THE LA SALLE PARISH COURTHOUSE, 28 1/2 FEET WEST OF
 BX0525'THE CENTER LINE OF FIRST STREET, 57 FEET SOUTH OF THE CENTER LINE OF
 BX0525'ELWOOD STREET, 6.2 FEET EAST OF THE EAST FACE OF THE OFFICE BUILDING,
 BX0525'0.8 FOOT SOUTH OF THE CONCRETE STEPS TO THE BUILDING, 0.4 FOOT
 BX0525'NORTHWEST AND ON THE INSIDE OF A CONCRETE CURBING WHICH SURROUNDS A
 BX0525'BED OF SHRUBBERY, ABOUT 1 FOOT BELOW THE LEVEL OF FIRST STREET, AND
 BX0525'SET IN THE TOP OF A CONCRETE FILLED, 5-INCH, CAST IRON PIPE ABOUT
 BX0525'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0814 ***********************************************************************
 CQ0814  DESIGNATION -  R 127
 CQ0814  PID         -  CQ0814
 CQ0814  STATE/COUNTY-  LA/CALDWELL
 CQ0814  USGS QUAD   -  CLARKS (1989)
 CQ0814
 CQ0814                         *CURRENT SURVEY CONTROL
 CQ0814  ___________________________________________________________________
 CQ0814* NAD 83(1986)-  32 04 47.     (N)    092 10 58.     (W)     SCALED    
 CQ0814* NAVD 88     -        38.21   (+/-2cm)     125.4    (feet)  VERTCON   
 CQ0814  ___________________________________________________________________
 CQ0814  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0814
 CQ0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0814
 CQ0814.The horizontal coordinates were scaled from a topographic map and have
 CQ0814.an estimated accuracy of +/- 6 seconds.
 CQ0814
 CQ0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0814.The vertical order pertains to the NGVD 29 superseded value.
 CQ0814
 CQ0814.The geoid height was determined by GEOID03.
 CQ0814
 CQ0814;                    North         East    Units  Estimated Accuracy
 CQ0814;SPC LA N     -   175,200.    1,029,950.      MT  (+/- 180 meters Scaled)
 CQ0814
 CQ0814                          SUPERSEDED SURVEY CONTROL
 CQ0814
 CQ0814  NGVD 29 (??/??/??)   38.234  (m)          125.44   (f) ADJUSTED    2 0
 CQ0814
 CQ0814.Superseded values are not recommended for survey control.
 CQ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0814.See file dsdata.txt to determine how the superseded data were derived.
 CQ0814
 CQ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR771495(NAD 83)
 CQ0814_MARKER: DB = BENCH MARK DISK
 CQ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0814_STAMPING: R 127 1950
 CQ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0814+STABILITY: SURFACE MOTION
 CQ0814
 CQ0814  HISTORY     - Date     Condition        Report By
 CQ0814  HISTORY     - 1950     MONUMENTED       CGS
 CQ0814  HISTORY     - 19860110 MARK NOT FOUND   USPSQD
 CQ0814
 CQ0814                          STATION DESCRIPTION
 CQ0814
 CQ0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0814'5.25 MI NW FROM GRAYSON.
 CQ0814'5.25 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI PACIFIC
 CQ0814'RAILROAD STATION AT GRAYSON, 60 FEET NORTHEAST OF THE CENTER LINE OF
 CQ0814'THE HIGHWAY, 24 FEET WEST OF THE EXTENDED WEST WALL OF A FARMHOUSE
 CQ0814'LOCATED ON THE NORTH SIDE OF THE HIGHWAY, 1.2 FEET NORTH OF A
 CQ0814'REFERENCE POST, 1.0 FOOT WEST OF A BOARD FENCE, AND SET IN THE TOP OF
 CQ0814'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0814
 CQ0814                          STATION RECOVERY (1986)
 CQ0814
 CQ0814'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1586 ***********************************************************************
 BX1586  DESIGNATION -  R 128
 BX1586  PID         -  BX1586
 BX1586  STATE/COUNTY-  LA/WINN
 BX1586  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1586
 BX1586                         *CURRENT SURVEY CONTROL
 BX1586  ___________________________________________________________________
 BX1586* NAD 83(1986)-  31 56 13.     (N)    092 30 29.     (W)     SCALED    
 BX1586* NAVD 88     -        53.25   (+/-2cm)     174.7    (feet)  VERTCON   
 BX1586  ___________________________________________________________________
 BX1586  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX1586
 BX1586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1586
 BX1586.The horizontal coordinates were scaled from a topographic map and have
 BX1586.an estimated accuracy of +/- 6 seconds.
 BX1586
 BX1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1586.The vertical order pertains to the NGVD 29 superseded value.
 BX1586
 BX1586.The geoid height was determined by GEOID03.
 BX1586
 BX1586;                    North         East    Units  Estimated Accuracy
 BX1586;SPC LA N     -   159,320.      999,240.      MT  (+/- 180 meters Scaled)
 BX1586
 BX1586                          SUPERSEDED SURVEY CONTROL
 BX1586
 BX1586  NGVD 29 (??/??/??)   53.276  (m)          174.79   (f) ADJUSTED    2 0
 BX1586
 BX1586.Superseded values are not recommended for survey control.
 BX1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1586.See file dsdata.txt to determine how the superseded data were derived.
 BX1586
 BX1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR464335(NAD 83)
 BX1586_MARKER: DB = BENCH MARK DISK
 BX1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1586_STAMPING: R 128 1950
 BX1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1586+STABILITY: SURFACE MOTION
 BX1586
 BX1586  HISTORY     - Date     Condition        Report By
 BX1586  HISTORY     - 1950     MONUMENTED       CGS
 BX1586
 BX1586                          STATION DESCRIPTION
 BX1586
 BX1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1586'10.8 MI NE FROM WINNFIELD.
 BX1586'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX1586'WINNFIELD, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 6, THENCE 1.9
 BX1586'MILES NORTH ALONG A DIRT ROAD.  77 YARDS (PACED) SOUTH OF A DRY WASH,
 BX1586'26 FEET WEST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTHEAST OF THE
 BX1586'CENTER LINE OF A WOODS ROAD LEADING NORTHWEST, 1.7 FEET SOUTH OF A
 BX1586'REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BX1586'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1590 ***********************************************************************
 BX1590  DESIGNATION -  R 129
 BX1590  PID         -  BX1590
 BX1590  STATE/COUNTY-  LA/WINN
 BX1590  USGS QUAD   -  PACKTON (1984)
 BX1590
 BX1590                         *CURRENT SURVEY CONTROL
 BX1590  ___________________________________________________________________
 BX1590* NAD 83(1986)-  31 51 37.     (N)    092 32 08.     (W)     SCALED    
 BX1590* NAVD 88     -        41.71   (+/-2cm)     136.8    (feet)  VERTCON   
 BX1590  ___________________________________________________________________
 BX1590  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX1590
 BX1590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1590
 BX1590.The horizontal coordinates were scaled from a topographic map and have
 BX1590.an estimated accuracy of +/- 6 seconds.
 BX1590
 BX1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1590.The vertical order pertains to the NGVD 29 superseded value.
 BX1590
 BX1590.The geoid height was determined by GEOID03.
 BX1590
 BX1590;                    North         East    Units  Estimated Accuracy
 BX1590;SPC LA N     -   150,820.      996,640.      MT  (+/- 180 meters Scaled)
 BX1590
 BX1590                          SUPERSEDED SURVEY CONTROL
 BX1590
 BX1590  NGVD 29 (??/??/??)   41.728  (m)          136.90   (f) ADJUSTED    2 0
 BX1590
 BX1590.Superseded values are not recommended for survey control.
 BX1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1590.See file dsdata.txt to determine how the superseded data were derived.
 BX1590
 BX1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR439250(NAD 83)
 BX1590_MARKER: DB = BENCH MARK DISK
 BX1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1590_STAMPING: R 129 1950
 BX1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1590+STABILITY: SURFACE MOTION
 BX1590
 BX1590  HISTORY     - Date     Condition        Report By
 BX1590  HISTORY     - 1950     MONUMENTED       CGS
 BX1590  HISTORY     - 1955     GOOD             CGS
 BX1590  HISTORY     - 1982     MARK NOT FOUND   USGS
 BX1590
 BX1590                          STATION DESCRIPTION
 BX1590
 BX1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1590'7.45 MI NW FROM ZION.
 BX1590'7.45 MILES NORTHWEST ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF
 BX1590'STATE HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, AT A
 BX1590'T-JUNCTION OF ROADS, ABOUT 0.1 MILE NORTHWEST OF A FARMHOUSE ON THE
 BX1590'NORTHEAST SIDE OF THE HIGHWAY, 73 FEET NORTHEAST OF THE CENTER LINE OF
 BX1590'THE HIGHWAY, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD
 BX1590'LEADING NORTHEAST, 9 FEET SOUTH OF A 14-INCH OAK WITH A TRIANGULAR
 BX1590'BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 8.2 FEET SOUTH OF U. S.
 BX1590'GEOLOGICAL SURVEY COPPER NAIL AND WASHER NO. 137.0, 6.5 FEET SOUTHWEST
 BX1590'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 BX1590'FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BX1590
 BX1590                          STATION RECOVERY (1955)
 BX1590
 BX1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1590'RECOVERED IN GOOD CONDITION.
 BX1590
 BX1590                          STATION RECOVERY (1982)
 BX1590
 BX1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BX1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0453 ***********************************************************************
 BX0453  DESIGNATION -  R 130
 BX0453  PID         -  BX0453
 BX0453  STATE/COUNTY-  LA/CALDWELL
 BX0453  USGS QUAD   -  HOLUM (1988)
 BX0453
 BX0453                         *CURRENT SURVEY CONTROL
 BX0453  ___________________________________________________________________
 BX0453* NAD 83(1986)-  31 56 55.     (N)    092 00 50.     (W)     SCALED    
 BX0453* NAVD 88     -        71.31   (+/-2cm)     234.0    (feet)  VERTCON   
 BX0453  ___________________________________________________________________
 BX0453  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0453
 BX0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0453
 BX0453.The horizontal coordinates were scaled from a topographic map and have
 BX0453.an estimated accuracy of +/- 6 seconds.
 BX0453
 BX0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0453.The vertical order pertains to the NGVD 29 superseded value.
 BX0453
 BX0453.The geoid height was determined by GEOID03.
 BX0453
 BX0453;                    North         East    Units  Estimated Accuracy
 BX0453;SPC LA N     -   160,720.    1,045,960.      MT  (+/- 180 meters Scaled)
 BX0453
 BX0453                          SUPERSEDED SURVEY CONTROL
 BX0453
 BX0453  NGVD 29 (??/??/??)   71.321  (m)          233.99   (f) ADJUSTED    2 0
 BX0453
 BX0453.Superseded values are not recommended for survey control.
 BX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0453.See file dsdata.txt to determine how the superseded data were derived.
 BX0453
 BX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR931351(NAD 83)
 BX0453_MARKER: DB = BENCH MARK DISK
 BX0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0453_STAMPING: R 130 1950
 BX0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0453+STABILITY: SURFACE MOTION
 BX0453
 BX0453  HISTORY     - Date     Condition        Report By
 BX0453  HISTORY     - 1950     MONUMENTED       CGS
 BX0453
 BX0453                          STATION DESCRIPTION
 BX0453
 BX0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0453'6.3 MI N FROM ROSEFIELD.
 BX0453'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0453'ROSEFIELD, THENCE 1.3 MILES EAST ALONG A DIRT ROAD, 72 FEET EAST OF
 BX0453'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 32 FEET NORTH OF THE
 BX0453'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 42 FEET SOUTHEAST OF A 10
 BX0453'INCH TRIANGULAR BLAZED PINE TREE, 40 FEET EAST OF A 10 INCH TRIANGULAR
 BX0453'BLAZED OAK TREE, 9 FEET WEST OF A 10 INCH TRIANGULAR BLAZED PINE TREE,
 BX0453'1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0453'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0399 ***********************************************************************
 BX0399  DESIGNATION -  R 131
 BX0399  PID         -  BX0399
 BX0399  STATE/COUNTY-  LA/LA SALLE
 BX0399  USGS QUAD   -  SUMMERVILLE (1984)
 BX0399
 BX0399                         *CURRENT SURVEY CONTROL
 BX0399  ___________________________________________________________________
 BX0399* NAD 83(1986)-  31 51 57.     (N)    092 07 37.     (W)     SCALED    
 BX0399* NAVD 88     -        59.99   (+/-2cm)     196.8    (feet)  VERTCON   
 BX0399  ___________________________________________________________________
 BX0399  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0399
 BX0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0399
 BX0399.The horizontal coordinates were scaled from a topographic map and have
 BX0399.an estimated accuracy of +/- 6 seconds.
 BX0399
 BX0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0399.The vertical order pertains to the NGVD 29 superseded value.
 BX0399
 BX0399.The geoid height was determined by GEOID03.
 BX0399
 BX0399;                    North         East    Units  Estimated Accuracy
 BX0399;SPC LA N     -   151,500.    1,035,300.      MT  (+/- 180 meters Scaled)
 BX0399
 BX0399                          SUPERSEDED SURVEY CONTROL
 BX0399
 BX0399  NGVD 29 (??/??/??)   59.997  (m)          196.84   (f) ADJUSTED    2 0
 BX0399
 BX0399.Superseded values are not recommended for survey control.
 BX0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0399.See file dsdata.txt to determine how the superseded data were derived.
 BX0399
 BX0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR825258(NAD 83)
 BX0399_MARKER: DB = BENCH MARK DISK
 BX0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0399_STAMPING: R 131 1950
 BX0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0399+STABILITY: SURFACE MOTION
 BX0399
 BX0399  HISTORY     - Date     Condition        Report By
 BX0399  HISTORY     - 1950     MONUMENTED       CGS
 BX0399  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0399
 BX0399                          STATION DESCRIPTION
 BX0399
 BX0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0399'10.15 MI SE FROM OLLA.
 BX0399'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0399'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0399'SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A GRAVELED
 BX0399'ROAD, THENCE 0.65 MILE SOUTHEAST ALONG AN ABANDONED ROAD, THENCE 0.5
 BX0399'MILE SOUTHEAST ALONG A DIRT ROAD, 45 FEET SOUTHWEST OF THE CENTER LINE
 BX0399'OF THE ROAD, 10.0 FEET NORTHWEST OF A 12 INCH TRIANGULAR BLAZED PINE
 BX0399'TREE, 27.0 FEET WEST OF A 6 INCH TRIANGULAR BLAZED OAK TREE, 9 FEET
 BX0399'WEST OF THE CENTER LINE OF A WOODS ROAD LEADING SOUTH, 1.5 FEET EAST
 BX0399'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX0399'0.2 FOOT ABOVE THE GROUND.
 BX0399
 BX0399                          STATION RECOVERY (1981)
 BX0399
 BX0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1753 ***********************************************************************
 BW1753  DESIGNATION -  R 132
 BW1753  PID         -  BW1753
 BW1753  STATE/COUNTY-  LA/CATAHOULA
 BW1753  USGS QUAD   -  AIMWELL (1984)
 BW1753
 BW1753                         *CURRENT SURVEY CONTROL
 BW1753  ___________________________________________________________________
 BW1753* NAD 83(1986)-  31 45 08.     (N)    091 56 12.     (W)     SCALED    
 BW1753* NAVD 88     -        65.62   (+/-2cm)     215.3    (feet)  VERTCON   
 BW1753  ___________________________________________________________________
 BW1753  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BW1753
 BW1753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1753
 BW1753.The horizontal coordinates were scaled from a topographic map and have
 BW1753.an estimated accuracy of +/- 6 seconds.
 BW1753
 BW1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1753.The vertical order pertains to the NGVD 29 superseded value.
 BW1753
 BW1753.The geoid height was determined by GEOID03.
 BW1753
 BW1753;                    North         East    Units  Estimated Accuracy
 BW1753;SPC LA N     -   138,980.    1,053,370.      MT  (+/- 180 meters Scaled)
 BW1753
 BW1753                          SUPERSEDED SURVEY CONTROL
 BW1753
 BW1753  NGVD 29 (??/??/92)   65.623  (m)          215.30   (f) ADJ UNCH    2 0
 BW1753
 BW1753.Superseded values are not recommended for survey control.
 BW1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1753.See file dsdata.txt to determine how the superseded data were derived.
 BW1753
 BW1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR007134(NAD 83)
 BW1753_MARKER: DB = BENCH MARK DISK
 BW1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1753_STAMPING: R 132 1950
 BW1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1753+STABILITY: SURFACE MOTION
 BW1753
 BW1753  HISTORY     - Date     Condition        Report By
 BW1753  HISTORY     - 1950     MONUMENTED       CGS
 BW1753  HISTORY     - 1957     MARK NOT FOUND   USGS
 BW1753
 BW1753                          STATION DESCRIPTION
 BW1753
 BW1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1753'3.9 MI NE FROM MANIFEST.
 BW1753'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BW1753'MANIFEST, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 259, THENCE 1.8
 BW1753'MILES NORTHEAST ALONG A WINDING GRAVELED ROAD.  AT A ROAD JUNCTION, 67
 BW1753'FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 37 FEET
 BW1753'SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 13 FEET EAST OF THE
 BW1753'CENTER LINE OF THE NORTH AND SOUTH ROAD, 15 FEET WEST OF A 10 INCH
 BW1753'TRIANGULAR BLAZED PINE TREE, 1.6 FEET NORTHEAST OF A WITNESS POST, SET
 BW1753'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BW1753'GROUND.
 BW1753
 BW1753                          STATION RECOVERY (1957)
 BW1753
 BW1753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BW1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0377 ***********************************************************************
 BX0377  DESIGNATION -  R 137
 BX0377  PID         -  BX0377
 BX0377  STATE/COUNTY-  LA/CALDWELL
 BX0377  USGS QUAD   -  OLLA WEST (1984)
 BX0377
 BX0377                         *CURRENT SURVEY CONTROL
 BX0377  ___________________________________________________________________
 BX0377* NAD 83(1986)-  31 58 59.     (N)    092 18 18.     (W)     SCALED    
 BX0377* NAVD 88     -        39.65   (+/-2cm)     130.1    (feet)  VERTCON   
 BX0377  ___________________________________________________________________
 BX0377  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BX0377
 BX0377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0377
 BX0377.The horizontal coordinates were scaled from a topographic map and have
 BX0377.an estimated accuracy of +/- 6 seconds.
 BX0377
 BX0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0377.The vertical order pertains to the NGVD 29 superseded value.
 BX0377
 BX0377.The geoid height was determined by GEOID03.
 BX0377
 BX0377;                    North         East    Units  Estimated Accuracy
 BX0377;SPC LA N     -   164,450.    1,018,430.      MT  (+/- 180 meters Scaled)
 BX0377
 BX0377                          SUPERSEDED SURVEY CONTROL
 BX0377
 BX0377  NGVD 29 (??/??/??)   39.673  (m)          130.16   (f) ADJUSTED    2 0
 BX0377
 BX0377.Superseded values are not recommended for survey control.
 BX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0377.See file dsdata.txt to determine how the superseded data were derived.
 BX0377
 BX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR656387(NAD 83)
 BX0377_MARKER: DB = BENCH MARK DISK
 BX0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0377_STAMPING: R 137 1950
 BX0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0377+STABILITY: SURFACE MOTION
 BX0377
 BX0377  HISTORY     - Date     Condition        Report By
 BX0377  HISTORY     - 1950     MONUMENTED       CGS
 BX0377  HISTORY     - 1961     GOOD             CGS
 BX0377
 BX0377                          STATION DESCRIPTION
 BX0377
 BX0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0377'7.75 MI NW FROM OLLA.
 BX0377'LOCATED 7.75 MILES NORTHWEST ALONG STATE HIGHWAY 127 FROM THE MISSOURI
 BX0377'PACIFIC RAILROAD STATION AT OLLA, AT THE JUNCTION OF A ROAD LEADING
 BX0377'NORTHEAST, IN THE NORTHEAST SIDE OF A TRIANGLE FORMED BY ROADS, 0.7
 BX0377'MILE SOUTHEAST OF THE WINN-CALDWELL PARISH LINE.  IT IS 73 FEET
 BX0377'NORTHEAST OF THE CENTER OF STATE HIGHWAY 127, 17 FEET WEST OF THE ROAD
 BX0377'LEADING NORTH, 62 FEET SOUTHEAST OF THE CENTER OF THE ROAD LEADING
 BX0377'NORTHEAST, 9.5 FEET NORTH OF AN 18-INCH TRIANGULAR BLAZED TREE, AND 1
 BX0377'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD SET IN THE TOP
 BX0377'OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS STAMPED R
 BX0377'137 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0304 ***********************************************************************
 BX0304  DESIGNATION -  R 139
 BX0304  PID         -  BX0304
 BX0304  STATE/COUNTY-  LA/CALDWELL
 BX0304  USGS QUAD   -  OLLA WEST (1984)
 BX0304
 BX0304                         *CURRENT SURVEY CONTROL
 BX0304  ___________________________________________________________________
 BX0304* NAD 83(1986)-  31 59 33.     (N)    092 16 10.     (W)     SCALED    
 BX0304* NAVD 88     -        42.52   (+/-2cm)     139.5    (feet)  VERTCON   
 BX0304  ___________________________________________________________________
 BX0304  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BX0304
 BX0304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0304
 BX0304.The horizontal coordinates were scaled from a topographic map and have
 BX0304.an estimated accuracy of +/- 6 seconds.
 BX0304
 BX0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0304.The vertical order pertains to the NGVD 29 superseded value.
 BX0304
 BX0304.The geoid height was determined by GEOID03.
 BX0304
 BX0304;                    North         East    Units  Estimated Accuracy
 BX0304;SPC LA N     -   165,500.    1,021,790.      MT  (+/- 180 meters Scaled)
 BX0304
 BX0304                          SUPERSEDED SURVEY CONTROL
 BX0304
 BX0304  NGVD 29 (??/??/??)   42.537  (m)          139.56   (f) ADJUSTED    2 0
 BX0304
 BX0304.Superseded values are not recommended for survey control.
 BX0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0304.See file dsdata.txt to determine how the superseded data were derived.
 BX0304
 BX0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR690398(NAD 83)
 BX0304_MARKER: DB = BENCH MARK DISK
 BX0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0304_STAMPING: R 139 1950
 BX0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0304+STABILITY: SURFACE MOTION
 BX0304
 BX0304  HISTORY     - Date     Condition        Report By
 BX0304  HISTORY     - 1950     MONUMENTED       CGS
 BX0304  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0304
 BX0304                          STATION DESCRIPTION
 BX0304
 BX0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0304'7.45 MI W FROM KELLY.
 BX0304'1.55 MILES WEST ALONG STATE HIGHWAY NO. 246 FROM THE POST OFFICE AT
 BX0304'KELLY, THENCE 2.55 MILES WEST ALONG A PARISH ROAD, THENCE 2.1 MILES
 BX0304'NORTHWEST ALONG STATE HIGHWAY NO. 246, THENCE 1.25 MILES SOUTHWEST
 BX0304'ALONG A PARISH ROAD.  0.25 MILE EAST OF A Y-JUNCTION OF ROADS, 0.1
 BX0304'MILE EAST OF A FARMHOUSE ON THE NORTH SIDE OF THE ROAD, 31 FEET SOUTH
 BX0304'OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHWEST OF A 10-INCH OAK
 BX0304'WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 7 FEET
 BX0304'NORTHEAST OF A 10-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTH SIDE
 BX0304'OF THE TREE, 1.3 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 BX0304'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BX0304
 BX0304                          STATION RECOVERY (1981)
 BX0304
 BX0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2189 ***********************************************************************
 BX2189  DESIGNATION -  R 140
 BX2189  PID         -  BX2189
 BX2189  STATE/COUNTY-  LA/DE SOTO
 BX2189  USGS QUAD   -  LOGANSPORT EAST (1984)
 BX2189
 BX2189                         *CURRENT SURVEY CONTROL
 BX2189  ___________________________________________________________________
 BX2189* NAD 83(1986)-  31 59 20.     (N)    093 59 40.     (W)     SCALED    
 BX2189* NAVD 88     -        73.605  (meters)     241.49   (feet)  ADJUSTED  
 BX2189  ___________________________________________________________________
 BX2189  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX2189  DYNAMIC HT  -          73.520 (meters)     241.21  (feet)  COMP
 BX2189  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 BX2189
 BX2189  VERT ORDER  -  FIRST     CLASS II
 BX2189
 BX2189.The horizontal coordinates were scaled from a topographic map and have
 BX2189.an estimated accuracy of +/- 6 seconds.
 BX2189
 BX2189.The orthometric height was determined by differential leveling
 BX2189.and adjusted by the National Geodetic Survey in June 1991..
 BX2189
 BX2189.The geoid height was determined by GEOID03.
 BX2189
 BX2189.The dynamic height is computed by dividing the NAVD 88
 BX2189.geopotential number by the normal gravity value computed on the
 BX2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2189.degrees latitude (g = 980.6199 gals.).
 BX2189
 BX2189.The modeled gravity was interpolated from observed gravity values.
 BX2189
 BX2189;                    North         East    Units  Estimated Accuracy
 BX2189;SPC LA N     -   166,050.      858,790.      MT  (+/- 180 meters Scaled)
 BX2189
 BX2189                          SUPERSEDED SURVEY CONTROL
 BX2189
 BX2189  NGVD 29 (??/??/??)   73.657  (m)          241.66   (f) ADJUSTED    1 2
 BX2189
 BX2189.Superseded values are not recommended for survey control.
 BX2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2189.See file dsdata.txt to determine how the superseded data were derived.
 BX2189
 BX2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR060396(NAD 83)
 BX2189_MARKER: DB = BENCH MARK DISK
 BX2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2189_STAMPING: R 140 1952
 BX2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2189+STABILITY: SURFACE MOTION
 BX2189
 BX2189  HISTORY     - Date     Condition        Report By
 BX2189  HISTORY     - 1952     MONUMENTED       CGS
 BX2189  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2189  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX2189  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX2189
 BX2189                          STATION DESCRIPTION
 BX2189
 BX2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2189'1.35 MI NE FROM LOGANSPORT.
 BX2189'0.45 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BX2189'STATION AT LOGANSPORT, THENCE 0.9 MILE NORTHEAST ALONG STATE HIGHWAY
 BX2189'38, 300 FEET NORTH OF THE CENTER OF THE ENTRANCE TO A NEGRO SCHOOL,
 BX2189'125 FEET NORTH OF THE CENTER LINE OF A PRIVATE DIRT ROAD LEADING EAST,
 BX2189'34.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTHEAST OF
 BX2189'A POWER POLE, 5 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST,
 BX2189'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BX2189'GROUND.
 BX2189
 BX2189                          STATION RECOVERY (1979)
 BX2189
 BX2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2189'MARK NOT FOUND.
 BX2189
 BX2189                          STATION RECOVERY (1987)
 BX2189
 BX2189'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 BX2189'MARK NOT FOUND.
 BX2189
 BX2189                          STATION RECOVERY (1997)
 BX2189
 BX2189'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0358 ***********************************************************************
 BX0358  DESIGNATION -  R 142
 BX0358  PID         -  BX0358
 BX0358  STATE/COUNTY-  LA/WINN
 BX0358  USGS QUAD   -  WINNFIELD EAST (1984)
 BX0358
 BX0358                         *CURRENT SURVEY CONTROL
 BX0358  ___________________________________________________________________
 BX0358* NAD 83(1986)-  31 54 51.     (N)    092 30 36.     (W)     SCALED    
 BX0358* NAVD 88     -        43.16   (+/-2cm)     141.6    (feet)  VERTCON   
 BX0358  ___________________________________________________________________
 BX0358  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0358
 BX0358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0358
 BX0358.The horizontal coordinates were scaled from a topographic map and have
 BX0358.an estimated accuracy of +/- 6 seconds.
 BX0358
 BX0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0358.The vertical order pertains to the NGVD 29 superseded value.
 BX0358
 BX0358.The geoid height was determined by GEOID03.
 BX0358
 BX0358;                    North         East    Units  Estimated Accuracy
 BX0358;SPC LA N     -   156,800.      999,050.      MT  (+/- 180 meters Scaled)
 BX0358
 BX0358                          SUPERSEDED SURVEY CONTROL
 BX0358
 BX0358  NGVD 29 (??/??/??)   43.187  (m)          141.69   (f) ADJUSTED    2 0
 BX0358
 BX0358.Superseded values are not recommended for survey control.
 BX0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0358.See file dsdata.txt to determine how the superseded data were derived.
 BX0358
 BX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR463310(NAD 83)
 BX0358_MARKER: DB = BENCH MARK DISK
 BX0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0358_STAMPING: R 142 1950
 BX0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0358+STABILITY: SURFACE MOTION
 BX0358
 BX0358  HISTORY     - Date     Condition        Report By
 BX0358  HISTORY     - 1950     MONUMENTED       CGS
 BX0358
 BX0358                          STATION DESCRIPTION
 BX0358
 BX0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0358'8.45 MI E FROM WINFIELD.
 BX0358'6.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BX0358'WINNFIELD, THENCE 1.95 MILES EAST ALONG STATE HIGHWAY 6, 188 FEET
 BX0358'NORTH OF THE CENTER LINE OF THE HIGHWAY 103.7 FEET NORTHWEST OF THE
 BX0358'SOUTHWEST CORNER OF A CHURCH, 5.5 FEET SOUTH OF THE SOUTHWEST CORNER
 BX0358'OF A CONCRETE WALL (6 INCHES HIGH) SURROUNDING THE GRAVE OF J. M.
 BX0358'GRIFFIN, 4.6 FEET SOUTHEAST OF A FENCE CORNER AT THE SOUTHWEST CORNER
 BX0358'OF A CEMETERY, 1.9 FEET SOUTH OF A FENCE ALONG THE SOUTH BOUNDARY OF
 BX0358'THE CEMETERY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BX0358'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2222 ***********************************************************************
 CQ2222  DESIGNATION -  R 143 RESET
 CQ2222  PID         -  CQ2222
 CQ2222  STATE/COUNTY-  LA/CADDO
 CQ2222  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2222
 CQ2222                         *CURRENT SURVEY CONTROL
 CQ2222  ___________________________________________________________________
 CQ2222* NAD 83(1986)-  32 27 24.     (N)    093 50 31.     (W)     SCALED    
 CQ2222* NAVD 88     -        80.70   (meters)     264.8    (feet)  RESET     
 CQ2222  ___________________________________________________________________
 CQ2222  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2222
 CQ2222  VERT ORDER  -  THIRD
 CQ2222
 CQ2222.This mark is at Shreveport Regional Airport (SHV)
 CQ2222
 CQ2222.The horizontal coordinates were scaled from a topographic map and have
 CQ2222.an estimated accuracy of +/- 6 seconds.
 CQ2222
 CQ2222.The orthometric height was computed from unverified reset data.
 CQ2222.No vertical observational check was made to the station.
 CQ2222
 CQ2222.The geoid height was determined by GEOID03.
 CQ2222
 CQ2222;                    North         East    Units  Estimated Accuracy
 CQ2222;SPC LA N     -   217,730.      873,840.      MT  (+/- 180 meters Scaled)
 CQ2222
 CQ2222                          SUPERSEDED SURVEY CONTROL
 CQ2222
 CQ2222  NGVD 29 (??/??/??)   80.77   (m)          265.0    (f) RESET       3  
 CQ2222
 CQ2222.Superseded values are not recommended for survey control.
 CQ2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2222.See file dsdata.txt to determine how the superseded data were derived.
 CQ2222
 CQ2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR208913(NAD 83)
 CQ2222_MARKER: DB = BENCH MARK DISK
 CQ2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2222_STAMPING: R 143 RESET 1964
 CQ2222_PROJECTION: PROJECTING 10 CENTIMETERS
 CQ2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2222+STABILITY: SURFACE MOTION
 CQ2222
 CQ2222  HISTORY     - Date     Condition        Report By
 CQ2222  HISTORY     - 1964     MONUMENTED       CGS
 CQ2222  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2222  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ2222
 CQ2222                          STATION DESCRIPTION
 CQ2222
 CQ2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CQ2222'8.3 MI SW FROM SHREVEPORT.
 CQ2222'7.4 MILES SOUTHWEST OF SHREVEPORT, 0.9 MILE WEST ALONG HOLLYWOOD
 CQ2222'ROAD FROM ITS JUNCTION WITH MONKHOUSE ROAD AT THE NORTH AND MAIN
 CQ2222'ENTRANCE TO THE SHREVEPORT MUNICIPAL AIRPORT, LOCATED AT THE
 CQ2222'NORTHWEST CORNER OF THE AIRPORT, AT THE INTERSECTION OF INTERSTATE
 CQ2222'HIGHWAY I-20 AND BUNCOMB ROAD, 61.5 FEET SOUTH OF THE CENTERLINE
 CQ2222'OF HOLLYWOOD ROAD AT THE EAST EDGE OF THE INTERCHANGE, 3.0 FEET
 CQ2222'EAST OF THE RIGHT-OF-WAY MARKER, AND 1.0 FOOT NORTH OF A FENCE
 CQ2222'AND ABOUT 0.15 MILE EAST OF THE CENTER OF BUNCOMB ROAD.
 CQ2222'THE MARK IS 1 FT  E FROM A WITNESS POST.
 CQ2222
 CQ2222                          STATION RECOVERY (1990)
 CQ2222
 CQ2222'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2222'MARK NOT FOUND.
 CQ2222
 CQ2222                          STATION RECOVERY (1999)
 CQ2222
 CQ2222'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1126 ***********************************************************************
 AU1126  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1126  DESIGNATION -  R 155
 AU1126  PID         -  AU1126
 AU1126  STATE/COUNTY-  LA/LAFOURCHE
 AU1126  USGS QUAD   -  CUT OFF (1979)
 AU1126
 AU1126                         *CURRENT SURVEY CONTROL
 AU1126  ___________________________________________________________________
 AU1126* NAD 83(1992)-  29 32 45.82932(N)    090 20 20.74260(W)     ADJUSTED  
 AU1126* NAVD 88     -         1.26 **(meters)       4.1  **(feet)  LEVELING(2004.65)
 AU1126  **This station is located in a subsidence area (see below).
 AU1126  **This station is included in the VTDP model (see below).
 AU1126  ___________________________________________________________________
 AU1126  EPOCH DATE  -        2004.65
 AU1126  X           -     -32,865.594 (meters)                     COMP
 AU1126  Y           -  -5,553,124.931 (meters)                     COMP
 AU1126  Z           -   3,126,685.954 (meters)                     COMP
 AU1126  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AU1126  ELLIP HEIGHT-         -23.77  (meters)          (06/22/05) GPS OBS
 AU1126  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AU1126  DYNAMIC HT  -           1.26  (meters)       4.1   (feet)  COMP
 AU1126  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 AU1126
 AU1126  HORZ ORDER  -  B
 AU1126  VERT ORDER  -  THIRD
 AU1126  ELLP ORDER  -  FOURTH    CLASS I
 AU1126
 AU1126.The horizontal coordinates were established by GPS observations
 AU1126.and adjusted by the National Geodetic Survey in June 2005..
 AU1126.The horizontal coordinates are valid at the epoch date displayed above.
 AU1126.The epoch date for horizontal control is a decimal equivalence
 AU1126.of Year/Month/Day.
 AU1126
 AU1126 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1126 ** and geoid heights are valid at the date of observation. These heights
 AU1126 ** must always be validated when used as control.
 AU1126 ** The orthometric height was determined with a Vertical Time-dependent
 AU1126 ** Positioning (VTDP) model and has been validated through GPS observations
 AU1126 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU1126 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1126 ** epoch indicated which incorporates improved geoid heights for the
 AU1126 ** Southern Louisiana Subsidence area
 AU1126 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1126.The orthometric height was determined by differential leveling.
 AU1126.The vertical network tie was performed by a horz. field party for horz.
 AU1126.obs reductions. Reset procedures were used to establish the elevation.
 AU1126
 AU1126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1126
 AU1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1126
 AU1126.The ellipsoidal height was determined by GPS observations
 AU1126.and is referenced to NAD 83.
 AU1126
 AU1126.The geoid height was determined by GEOID03.
 AU1126
 AU1126.The dynamic height is computed by dividing the NAVD 88
 AU1126.geopotential number by the normal gravity value computed on the
 AU1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1126.degrees latitude (g = 980.6199 gals.).
 AU1126
 AU1126.The modeled gravity was interpolated from observed gravity values.
 AU1126
 AU1126;                    North         East     Units Scale Factor Converg.
 AU1126;SPC LA S     -   116,369.441 1,096,358.572   MT  0.99995704   +0 29 49.7
 AU1126;SPC LA S     -   381,788.74  3,596,969.75   sFT  0.99995704   +0 29 49.7
 AU1126;UTM  15      - 3,271,441.130   757,846.003   MT  1.00042042   +1 18 46.4
 AU1126
 AU1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1126!SPC LA S     -   1.00000373  x   0.99995704  =   0.99996077
 AU1126!UTM  15      -   1.00000373  x   1.00042042  =   1.00042415
 AU1126
 AU1126                          SUPERSEDED SURVEY CONTROL
 AU1126
 AU1126  NAVD 88 (02/14/94)    1.464  (m)            4.80   (f) READJUSTED  3  
 AU1126  NAVD 88 (06/15/91)    1.544  (m)            5.07   (f) UNKNOWN     1 2
 AU1126  NGVD 29 (??/??/??)    1.532  (m)            5.03   (f) ADJUSTED    1 2
 AU1126
 AU1126.Superseded values are not recommended for survey control.
 AU1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1126.See file dsdata.txt to determine how the superseded data were derived.
 AU1126
 AU1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5784671441(NAD 83)
 AU1126_MARKER: DB = BENCH MARK DISK
 AU1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1126_SP_SET: CONCRETE POST
 AU1126_STAMPING: R 155 1952
 AU1126_MARK LOGO: CGS   
 AU1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1126+STABILITY: SURFACE MOTION
 AU1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1126+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AU1126
 AU1126  HISTORY     - Date     Condition        Report By
 AU1126  HISTORY     - 1952     MONUMENTED       CGS
 AU1126  HISTORY     - 1965     GOOD             CGS
 AU1126  HISTORY     - 1981     GOOD             NGS
 AU1126  HISTORY     - 19930224 GOOD             NGS
 AU1126  HISTORY     - 20040413 GOOD             NGS
 AU1126  HISTORY     - 20051010 GOOD             NGS
 AU1126
 AU1126                          STATION DESCRIPTION
 AU1126
 AU1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1126'IN CUT OFF.
 AU1126'AT CUT OFF, IN SECTION 38, T 18 S, R 21 E, 171 FEET NORTHWEST OF THE
 AU1126'WEST CORNER OF THE CITIZENS BANK AND TRUST COMPANY BUILDING, 38 FEET
 AU1126'WEST-NORTHWEST OF THE WEST CORNER OF THE DUCOS FURNITURE STORE, 34 1/2
 AU1126'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 308, 19 FEET
 AU1126'SOUTHWEST OF A FENCE, 15 FEET SOUTHWEST OF BENCH MARK TT 36 L (U.S.
 AU1126'GEOLOGICAL SURVEY), 2 FEET WEST OF A POWER POLE, ABOUT LEVEL WITH THE
 AU1126'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 2 INCHES BELOW
 AU1126'THE SURFACE OF THE GROUND.
 AU1126
 AU1126                          STATION RECOVERY (1981)
 AU1126
 AU1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU1126'RECOVERED IN GOOD CONDITION.
 AU1126
 AU1126                          STATION RECOVERY (1993)
 AU1126
 AU1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1126'4.3 KM (2.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 308 FROM THE
 AU1126'JUNCTION OF STATE HIGHWAY 657 IN LAROSE, 11.6 M (38.1 FT) NORTHWEST
 AU1126'OF THE NORTHWEST CORNER OF A BUILDING, 10.1 M (33.1 FT) NORTHEAST OF
 AU1126'THE CENTERLINE OF THE HIGHWAY, 9.5 M (31.2 FT) SOUTHEAST OF THE
 AU1126'SOUTHWEST CORNER OF A SIDEWALK, 6.1 M (20.0 FT) NORTHWEST OF THE
 AU1126'CENTER OF A DRIVEWAY, 4.6 M (15.1 FT) SOUTHWEST OF BENCH MARK TT 36
 AU1126'L, 0.6 M (2.0 FT) WEST-SOUTHWEST OF A UTILITY POLE WITH 2
 AU1126'TRANSFORMERS AND AN ELECTRIC METER ATTACHED, 0.3 M (1.0 FT) BELOW THE
 AU1126'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT)
 AU1126'BELOW THE GROUND SURFACE.
 AU1126
 AU1126                          STATION RECOVERY (2004)
 AU1126
 AU1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1126'THE STATION IS LOCATED IN CUT OFF. TO REACH THE STATION FROM THE
 AU1126'JUNCTION OF LA HWY 657 AND LA HWY 308 IN LAROSE GO SOUTHEASTERLY  FOR
 AU1126'4.3 KM ALONG HWY 308 TO THE MARK ON THE LEFT IN FRONT OF A TWO STORY
 AU1126'WHITE HOUSE. THE STATION IS LOCATED 10.3 M NORTHEAST OF THE CENTERLINE
 AU1126'OF THE HWY, 9.5 M SOUTHEAST OF THE  CENTER OF A BRICK DRIVEWAY LEADING
 AU1126'TO A STEEL GATE AND THE RESIDENCE, 3.5 M SOUTHWEST OF A BRICK  WALL
 AU1126'WITH BRICK COLUMNS, 0.07 M SOUTHWEST OF A PLASTIC PIPE NUMBER 973
 AU1126'INDICATING A BURIED CABLE,  0.6 M WEST-SOUTHWEST OF A UTILITY POLE
 AU1126'WITH A SINGLE TRANSFORMER, 4.7 M SOUTH OF THE CENTER OF A  PIPE
 AU1126'CULVERT RUNNER UNDER THE DRIVEWAY, 0.3 M BELOW THE LEVEL OF THE
 AU1126'HIGHWAY, AND THE DATUM  POINT IS RECESSED 0.2 M BELOW THE LEVEL OF THE
 AU1126'GROUND SURFACE.
 AU1126
 AU1126                          STATION RECOVERY (2005)
 AU1126
 AU1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU1126'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1104 ***********************************************************************
 BK1104  DESIGNATION -  R 16 RESET 1960
 BK1104  PID         -  BK1104
 BK1104  STATE/COUNTY-  LA/ALLEN
 BK1104  USGS QUAD   -  OBERLIN (1994)
 BK1104
 BK1104                         *CURRENT SURVEY CONTROL
 BK1104  ___________________________________________________________________
 BK1104* NAD 83(1986)-  30 35 32.     (N)    092 46 50.     (W)     SCALED    
 BK1104* NAVD 88     -        19.611  (meters)      64.34   (feet)  ADJUSTED  
 BK1104  ___________________________________________________________________
 BK1104  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1104  DYNAMIC HT  -          19.586 (meters)      64.26  (feet)  COMP
 BK1104  MODELED GRAV-     979,353.0   (mgal)                       NAVD 88
 BK1104
 BK1104  VERT ORDER  -  FIRST     CLASS I
 BK1104
 BK1104.The horizontal coordinates were scaled from a topographic map and have
 BK1104.an estimated accuracy of +/- 6 seconds.
 BK1104
 BK1104.The orthometric height was determined by differential leveling
 BK1104.and adjusted by the National Geodetic Survey in February 1994..
 BK1104
 BK1104.The geoid height was determined by GEOID03.
 BK1104
 BK1104.The dynamic height is computed by dividing the NAVD 88
 BK1104.geopotential number by the normal gravity value computed on the
 BK1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1104.degrees latitude (g = 980.6199 gals.).
 BK1104
 BK1104.The modeled gravity was interpolated from observed gravity values.
 BK1104
 BK1104;                    North         East    Units  Estimated Accuracy
 BK1104;SPC LA S     -   232,790.      861,210.      MT  (+/- 180 meters Scaled)
 BK1104
 BK1104                          SUPERSEDED SURVEY CONTROL
 BK1104
 BK1104  NAVD 88 (06/15/91)   19.599  (m)           64.30   (f) UNKNOWN     1 1
 BK1104  NGVD 29 (??/??/??)   19.581  (m)           64.24   (f) ADJUSTED    1 1
 BK1104
 BK1104.Superseded values are not recommended for survey control.
 BK1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1104.See file dsdata.txt to determine how the superseded data were derived.
 BK1104
 BK1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP210844(NAD 83)
 BK1104_MARKER: DB = BENCH MARK DISK
 BK1104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1104_SP_SET: BRIDGE RAIL
 BK1104_STAMPING: R 16 RESET 1960
 BK1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1104
 BK1104  HISTORY     - Date     Condition        Report By
 BK1104  HISTORY     - 1960     MONUMENTED       CGS
 BK1104  HISTORY     - 1970     GOOD             NGS
 BK1104  HISTORY     - 19850423 MARK NOT FOUND   USPSQD
 BK1104  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 BK1104
 BK1104                          STATION DESCRIPTION
 BK1104
 BK1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1104'2.25 MI SW FROM OBERLIN.
 BK1104'ABOUT 2.25 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1104'THE STATION AT OBERLIN, 69 FEET NORTHWEST OF THE NORTHWEST RAIL, 15
 BK1104'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 165, SET IN THE TOP
 BK1104'AND 2.8 FEET NORTH OF THE SOUTH END OF THE SOUTHEAST CONCRETE BASE FOR
 BK1104'THE SOUTHEAST CONCRETE GUARDRAIL ON A HIGHWAY BRIDGE, 1 FOOT NORTHWEST
 BK1104'OF THE GUARDRAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BK1104
 BK1104                          STATION RECOVERY (1985)
 BK1104
 BK1104'RECOVERY NOTE BY US POWER SQUADRON 1985 (DFP)
 BK1104'MARK NOT FOUND.
 BK1104
 BK1104                          STATION RECOVERY (2004)
 BK1104
 BK1104'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2091 ***********************************************************************
 BJ2091  DESIGNATION -  R 17
 BJ2091  PID         -  BJ2091
 BJ2091  STATE/COUNTY-  LA/IBERIA
 BJ2091  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2091
 BJ2091                         *CURRENT SURVEY CONTROL
 BJ2091  ___________________________________________________________________
 BJ2091* NAD 83(1986)-  30 02 06.     (N)    091 28 48.     (W)     SCALED    
 BJ2091* NAVD 88     -         1.70   (+/-2cm)       5.6    (feet)  VERTCON   
 BJ2091  ___________________________________________________________________
 BJ2091  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BJ2091
 BJ2091  VERT ORDER  -  ? (See Below)
 BJ2091
 BJ2091.The horizontal coordinates were scaled from a topographic map and have
 BJ2091.an estimated accuracy of +/- 6 seconds.
 BJ2091
 BJ2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2091.The vertical order pertains to the NGVD 29 superseded value.
 BJ2091
 BJ2091.The geoid height was determined by GEOID03.
 BJ2091
 BJ2091;                    North         East    Units  Estimated Accuracy
 BJ2091;SPC LA S     -   170,160.      985,860.      MT  (+/- 180 meters Scaled)
 BJ2091
 BJ2091                          SUPERSEDED SURVEY CONTROL
 BJ2091
 BJ2091  NGVD 29 (??/??/??)    1.730  (m)            5.68   (f) ADJUSTED    ?  
 BJ2091
 BJ2091.Superseded values are not recommended for survey control.
 BJ2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2091.See file dsdata.txt to determine how the superseded data were derived.
 BJ2091
 BJ2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP465236(NAD 83)
 BJ2091_MARKER: S = SPIKE
 BJ2091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2091_SP_SET: TREE
 BJ2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2091
 BJ2091  HISTORY     - Date     Condition        Report By
 BJ2091  HISTORY     - UNK      MONUMENTED       DOD
 BJ2091  HISTORY     - 1936     GOOD             DOD
 BJ2091
 BJ2091                          STATION DESCRIPTION
 BJ2091
 BJ2091'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2091'2.5 MI SW FROM TURKEY ISLAND.
 BJ2091'ON TURKEY ISLAND, IBERIA PARISH, ABOUT 2-1/2 MILES SOUTH OF THE LOWER
 BJ2091'END OF LAKE CHICOT, ABOUT 3/4 MILE SOUTHWEST OF THE NORTHERNMOST
 BJ2091'(NORTHEAST) POINT OF THE ISLAND, DIRECTLY ACROSS HOG ISLAND PASS FROM
 BJ2091'ITS CONFLUENCE WITH LULA CHUTE, ABOUT 75 FEET EAST OF THE BANK OF THE
 BJ2091'PASS, AT STATION 542+78 OF RANGE 17 OF THE ATCHAFALAYA BASIN CROSS
 BJ2091'SECTIONS, IN A 9-INCH WILLOW TREE, AND ABOUT 1.5 FEET HIGHER THAN THE
 BJ2091'GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1894 ***********************************************************************
 CQ1894  DESIGNATION -  R 177
 CQ1894  PID         -  CQ1894
 CQ1894  STATE/COUNTY-  LA/BOSSIER
 CQ1894  USGS QUAD   -  HUGHES (1981)
 CQ1894
 CQ1894                         *CURRENT SURVEY CONTROL
 CQ1894  ___________________________________________________________________
 CQ1894* NAD 83(1986)-  32 48 28.     (N)    093 41 55.     (W)     SCALED    
 CQ1894* NAVD 88     -        71.466  (meters)     234.47   (feet)  ADJUSTED  
 CQ1894  ___________________________________________________________________
 CQ1894  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1894  DYNAMIC HT  -          71.386 (meters)     234.21  (feet)  COMP
 CQ1894  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CQ1894
 CQ1894  VERT ORDER  -  FIRST     CLASS II
 CQ1894
 CQ1894.The horizontal coordinates were scaled from a topographic map and have
 CQ1894.an estimated accuracy of +/- 6 seconds.
 CQ1894
 CQ1894.The orthometric height was determined by differential leveling
 CQ1894.and adjusted by the National Geodetic Survey in June 1991..
 CQ1894
 CQ1894.The geoid height was determined by GEOID03.
 CQ1894
 CQ1894.The dynamic height is computed by dividing the NAVD 88
 CQ1894.geopotential number by the normal gravity value computed on the
 CQ1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1894.degrees latitude (g = 980.6199 gals.).
 CQ1894
 CQ1894.The modeled gravity was interpolated from observed gravity values.
 CQ1894
 CQ1894;                    North         East    Units  Estimated Accuracy
 CQ1894;SPC LA N     -   256,510.      887,740.      MT  (+/- 180 meters Scaled)
 CQ1894
 CQ1894                          SUPERSEDED SURVEY CONTROL
 CQ1894
 CQ1894  NGVD 29 (??/??/??)   71.537  (m)          234.70   (f) ADJUSTED    1 2
 CQ1894
 CQ1894.Superseded values are not recommended for survey control.
 CQ1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1894.See file dsdata.txt to determine how the superseded data were derived.
 CQ1894
 CQ1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS345301(NAD 83)
 CQ1894_MARKER: DB = BENCH MARK DISK
 CQ1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1894_STAMPING: R 177 1960
 CQ1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1894+STABILITY: SURFACE MOTION
 CQ1894
 CQ1894  HISTORY     - Date     Condition        Report By
 CQ1894  HISTORY     - 1961     MONUMENTED       CGS
 CQ1894
 CQ1894                          STATION DESCRIPTION
 CQ1894
 CQ1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1894'6.8 MI S FROM PLAIN DEALING.
 CQ1894'6.8 MILES SOUTH ALONG ST LOUIS SOUTHWESTERN RAILROAD FROM STATION AT
 CQ1894'PLAIN DEALING, 144 FEET SOUTH OF MILEPOST 429, 62 FEET WEST OF WEST
 CQ1894'RAIL, 10 FEET NORTHWEST OF A 16-INCH OAK TREE, 1 1/2 FEET EAST OF A
 CQ1894'FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 CQ1894'THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1507 ***********************************************************************
 BJ1507  DESIGNATION -  R 178
 BJ1507  PID         -  BJ1507
 BJ1507  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1507  USGS QUAD   -  RUDDOCK (1979)
 BJ1507
 BJ1507                         *CURRENT SURVEY CONTROL
 BJ1507  ___________________________________________________________________
 BJ1507* NAD 83(1986)-  30 13 05.     (N)    090 24 51.     (W)     SCALED    
 BJ1507* NAVD 88     -         0.916  (meters)       3.01   (feet)  ADJUSTED  
 BJ1507  ___________________________________________________________________
 BJ1507  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BJ1507  DYNAMIC HT  -           0.914 (meters)       3.00  (feet)  COMP
 BJ1507  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BJ1507
 BJ1507  VERT ORDER  -  FIRST     CLASS I
 BJ1507
 BJ1507.The horizontal coordinates were scaled from a topographic map and have
 BJ1507.an estimated accuracy of +/- 6 seconds.
 BJ1507
 BJ1507.The orthometric height was determined by differential leveling
 BJ1507.and adjusted by the National Geodetic Survey in February 1994..
 BJ1507
 BJ1507.The geoid height was determined by GEOID03.
 BJ1507
 BJ1507.The dynamic height is computed by dividing the NAVD 88
 BJ1507.geopotential number by the normal gravity value computed on the
 BJ1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1507.degrees latitude (g = 980.6199 gals.).
 BJ1507
 BJ1507.The modeled gravity was interpolated from observed gravity values.
 BJ1507
 BJ1507;                    North         East    Units  Estimated Accuracy
 BJ1507;SPC LA S     -   190,790.    1,088,490.      MT  (+/- 180 meters Scaled)
 BJ1507
 BJ1507                          SUPERSEDED SURVEY CONTROL
 BJ1507
 BJ1507  NAVD 88 (06/15/91)    0.973  (m)            3.19   (f) UNKNOWN     1 1
 BJ1507  NGVD 29 (??/??/??)    0.960  (m)            3.15   (f) ADJUSTED    1 1
 BJ1507
 BJ1507.Superseded values are not recommended for survey control.
 BJ1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1507.See file dsdata.txt to determine how the superseded data were derived.
 BJ1507
 BJ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP488457(NAD 83)
 BJ1507_MARKER: DB = BENCH MARK DISK
 BJ1507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1507_SP_SET: COPPER-CLAD STEEL ROD
 BJ1507_STAMPING: R 178 1959
 BJ1507_MARK LOGO: CGS   
 BJ1507_PROJECTION: PROJECTING 2 CENTIMETERS
 BJ1507_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1507+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1992
 BJ1507_ROD/PIPE-DEPTH: 19.5 meters
 BJ1507
 BJ1507  HISTORY     - Date     Condition        Report By
 BJ1507  HISTORY     - 1959     MONUMENTED       CGS
 BJ1507  HISTORY     - 1969     GOOD             CGS
 BJ1507  HISTORY     - 1986     GOOD             NGS
 BJ1507  HISTORY     - 19920618 GOOD             NGS
 BJ1507
 BJ1507                          STATION DESCRIPTION
 BJ1507
 BJ1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1507'4.7 MI S FROM MANCHAC.
 BJ1507'ABOUT 4.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1507'SOUTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.35 MILE NORTH
 BJ1507'OF MILEPOST 880, AT THE JUNCTION OF A DIM ROAD LEADING SOUTHEAST TO
 BJ1507'RAILROAD, AT THE EDGE OF A FILL, 227 FEET NORTHWEST OF THE NORTHWEST
 BJ1507'SIDE OF THE ROUND CONCRETE BASE FOR RAILROAD SIGNAL NO. 8797, 77.0
 BJ1507'FEET WEST OF THE WEST RAIL, 35 FEET EAST OF THE CENTER LINE OF OLD U.
 BJ1507'S. HIGHWAY 51, 2 FEET NORTH OF A METAL WITNESS POST, 2 FEET SOUTH OF
 BJ1507'ANOTHER METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE TRACK, 2
 BJ1507'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 BJ1507'COPPER COATED STEEL ROD PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 BJ1507'GROUND AND PROTECTED BY A 4 INCH STEEL PIPE WHICH PROJECTS 7 INCHES
 BJ1507'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 64
 BJ1507'FEET.
 BJ1507
 BJ1507                          STATION RECOVERY (1986)
 BJ1507
 BJ1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1507'RECOVERED IN GOOD CONDITION.
 BJ1507
 BJ1507                          STATION RECOVERY (1992)
 BJ1507
 BJ1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1507'18.3 KM (11.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1507'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, THENCE 0.1 M
 BJ1507'(0.3 FT) WESTERLY ALONG A GRAVELED ROAD, THENCE 7.0 KM (4.35 MI)
 BJ1507'SOUTHERLY ALONG U.S. HIGHWAY 51, 69.3 M (227.4 FT) NORTHWEST OF A
 BJ1507'RAILROAD SIGNAL. 35.0 M (114.8 FT) EAST OF THE CENTERLINE OF THE
 BJ1507'HIGHWAY, 23.5 M (77.1 FT) WEST OF THE NEAR RAIL, 10.7 M (35.1 FT)
 BJ1507'EAST OF THE CENTER OF AN ABANDONED ROAD, 0.6 M (2.0 FT) NORTH OF A
 BJ1507'WITNESS POST, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, AND 0.6 M
 BJ1507'(2.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A
 BJ1507'4-INCH METAL PIPE AND PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND
 BJ1507'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1768 ***********************************************************************
 BJ1768  DESIGNATION -  R 179
 BJ1768  PID         -  BJ1768
 BJ1768  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1768  USGS QUAD   -  ROSELAND (1981)
 BJ1768
 BJ1768                         *CURRENT SURVEY CONTROL
 BJ1768  ___________________________________________________________________
 BJ1768* NAD 83(1986)-  30 46 52.     (N)    090 30 34.     (W)     SCALED    
 BJ1768* NAVD 88     -        40.534  (meters)     132.99   (feet)  ADJUSTED  
 BJ1768  ___________________________________________________________________
 BJ1768  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1768  DYNAMIC HT  -          40.482 (meters)     132.81  (feet)  COMP
 BJ1768  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ1768
 BJ1768  VERT ORDER  -  FIRST     CLASS II
 BJ1768
 BJ1768.The horizontal coordinates were scaled from a topographic map and have
 BJ1768.an estimated accuracy of +/- 6 seconds.
 BJ1768
 BJ1768.The orthometric height was determined by differential leveling
 BJ1768.and adjusted by the National Geodetic Survey in February 1994..
 BJ1768
 BJ1768.The geoid height was determined by GEOID03.
 BJ1768
 BJ1768.The dynamic height is computed by dividing the NAVD 88
 BJ1768.geopotential number by the normal gravity value computed on the
 BJ1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1768.degrees latitude (g = 980.6199 gals.).
 BJ1768
 BJ1768.The modeled gravity was interpolated from observed gravity values.
 BJ1768
 BJ1768;                    North         East    Units  Estimated Accuracy
 BJ1768;SPC LA S     -   253,140.    1,078,870.      MT  (+/- 180 meters Scaled)
 BJ1768
 BJ1768                          SUPERSEDED SURVEY CONTROL
 BJ1768
 BJ1768  NAVD 88 (06/15/91)   40.582  (m)          133.14   (f) UNKNOWN     1 2
 BJ1768  NGVD 29 (??/??/??)   40.565  (m)          133.09   (f) ADJUSTED    1 2
 BJ1768
 BJ1768.Superseded values are not recommended for survey control.
 BJ1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1768.See file dsdata.txt to determine how the superseded data were derived.
 BJ1768
 BJ1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ383079(NAD 83)
 BJ1768_MARKER: DB = BENCH MARK DISK
 BJ1768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1768_SP_SET: BRIDGE ABUTMENT
 BJ1768_STAMPING: R 179 1959
 BJ1768_MARK LOGO: CGS   
 BJ1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1768+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 BJ1768
 BJ1768  HISTORY     - Date     Condition        Report By
 BJ1768  HISTORY     - 1959     MONUMENTED       CGS
 BJ1768  HISTORY     - 1969     GOOD             CGS
 BJ1768  HISTORY     - 1984     GOOD             LADTD
 BJ1768  HISTORY     - 19920611 GOOD             NGS
 BJ1768  HISTORY     - 20060414 GOOD             NGS
 BJ1768
 BJ1768                          STATION DESCRIPTION
 BJ1768
 BJ1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1768'3.7 MI N FROM AMITE.
 BJ1768'ABOUT 3.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1768'STATION AT AMITE, 1.0 MILE NORTH OF A BLACK TOP ROAD CROSSING AT
 BJ1768'ROSELAND, 0.2 MILE NORTH OF MILEPOST 840, SET ON THE TOP OF THE WEST
 BJ1768'END OF THE SOUTH BRIDGE SEAT FOR A 40-FOOT BRIDGE UNDER THE TRACK, 7
 BJ1768'FEET WEST OF THE WEST RAIL AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 BJ1768
 BJ1768                          STATION RECOVERY (1984)
 BJ1768
 BJ1768'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1768'THE MARK IS 1.22 M BELOW RAILROAD TRACKS.
 BJ1768'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 5 KM
 BJ1768'(3.1 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51 FROM THE POST
 BJ1768'OFFICE IN FLUKER TO THE BENCH MARK ON THE LEFT ON THE RAILROAD TRACKS,
 BJ1768'SET ON THE TOP OF THE WEST END OF SOUTH BRIDGE BOTTOM SEAT,
 BJ1768'26.1 METERS (85.5 FT) EAST OF THE CENTER OF HIGHWAY 51, 6.3 METERS
 BJ1768'(20.5 FT) SOUTH OF THE CENTER OF WEST END OF RAILROAD BRIDGE, AND
 BJ1768'6.1 METERS (20 FT) NORTHEAST OF A POWER POLE.
 BJ1768'THE MARK IS 2.13 METERS  W FROM  THE WEST RAIL
 BJ1768
 BJ1768                          STATION RECOVERY (1992)
 BJ1768
 BJ1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1768'0.2 KM (0.10 MI) WESTERLY ALONG MULLBERRY STREET FROM THE POST OFFICE
 BJ1768'IN AMITE, THENCE 5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 51, IN
 BJ1768'TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE
 BJ1768'ABUTMENT OF AN ILLINOIS CENTRAL RAILROAD BRIDGE SPANNING A CREEK,
 BJ1768'26.3 M (86.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 2.0 M
 BJ1768'(6.6 FT) WEST OF THE NEAR RAIL, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF
 BJ1768'THE TRACK.
 BJ1768
 BJ1768                          STATION RECOVERY (2006)
 BJ1768
 BJ1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1768'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1167 ***********************************************************************
 BK1167  DESIGNATION -  R 180
 BK1167  PID         -  BK1167
 BK1167  STATE/COUNTY-  LA/ALLEN
 BK1167  USGS QUAD   -  BEAVER (1968)
 BK1167
 BK1167                         *CURRENT SURVEY CONTROL
 BK1167  ___________________________________________________________________
 BK1167* NAD 83(1986)-  30 48 22.     (N)    092 37 12.     (W)     SCALED    
 BK1167* NAVD 88     -        34.76   (+/-2cm)     114.0    (feet)  VERTCON   
 BK1167  ___________________________________________________________________
 BK1167  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK1167
 BK1167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1167
 BK1167.The horizontal coordinates were scaled from a topographic map and have
 BK1167.an estimated accuracy of +/- 6 seconds.
 BK1167
 BK1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1167.The vertical order pertains to the NGVD 29 superseded value.
 BK1167
 BK1167.The geoid height was determined by GEOID03.
 BK1167
 BK1167;                    North         East    Units  Estimated Accuracy
 BK1167;SPC LA S     -   256,320.      876,870.      MT  (+/- 180 meters Scaled)
 BK1167
 BK1167                          SUPERSEDED SURVEY CONTROL
 BK1167
 BK1167  NGVD 29 (??/??/??)   34.731  (m)          113.95   (f) ADJUSTED    2 0
 BK1167
 BK1167.Superseded values are not recommended for survey control.
 BK1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1167.See file dsdata.txt to determine how the superseded data were derived.
 BK1167
 BK1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ363081(NAD 83)
 BK1167_MARKER: DB = BENCH MARK DISK
 BK1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1167_SP_SET: BRIDGE
 BK1167_STAMPING: R 180 1960
 BK1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1167
 BK1167  HISTORY     - Date     Condition        Report By
 BK1167  HISTORY     - 1960     MONUMENTED       CGS
 BK1167  HISTORY     - 1961     GOOD             CGS
 BK1167
 BK1167                          STATION DESCRIPTION
 BK1167
 BK1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1167'3.15 MI SE FROM OAKDALE.
 BK1167'ABOUT 3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1167'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 12, T 3 S, R 3 W, 0.3
 BK1167'MILE SOUTHEAST OF A CURVE IN THE HIGHWAY, 13 FEET SOUTHWEST OF THE
 BK1167'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BK1167'SOUTHWEST CONCRETE CURB OF A CONCRETE BRIDGE, AND ABOUT 1 FOOT ABOVE
 BK1167'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1160 ***********************************************************************
 BX1160  DESIGNATION -  R 181
 BX1160  PID         -  BX1160
 BX1160  STATE/COUNTY-  LA/RAPIDES
 BX1160  USGS QUAD   -  FOREST HILL (1993)
 BX1160
 BX1160                         *CURRENT SURVEY CONTROL
 BX1160  ___________________________________________________________________
 BX1160* NAD 83(1986)-  31 06 06.     (N)    092 36 08.     (W)     SCALED    
 BX1160* NAVD 88     -        52.35   (+/-2cm)     171.8    (feet)  VERTCON   
 BX1160  ___________________________________________________________________
 BX1160  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX1160
 BX1160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1160
 BX1160.The horizontal coordinates were scaled from a topographic map and have
 BX1160.an estimated accuracy of +/- 6 seconds.
 BX1160
 BX1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1160.The vertical order pertains to the NGVD 29 superseded value.
 BX1160
 BX1160.The geoid height was determined by GEOID03.
 BX1160
 BX1160;                    North         East    Units  Estimated Accuracy
 BX1160;SPC LA N     -    66,720.      990,250.      MT  (+/- 180 meters Scaled)
 BX1160
 BX1160                          SUPERSEDED SURVEY CONTROL
 BX1160
 BX1160  NGVD 29 (??/??/??)   52.333  (m)          171.70   (f) ADJUSTED    2 0
 BX1160
 BX1160.Superseded values are not recommended for survey control.
 BX1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1160.See file dsdata.txt to determine how the superseded data were derived.
 BX1160
 BX1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ379409(NAD 83)
 BX1160_MARKER: DB = BENCH MARK DISK
 BX1160_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1160_SP_SET: 116 FT
 BX1160_STAMPING: R 181 1961
 BX1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1160
 BX1160  HISTORY     - Date     Condition        Report By
 BX1160  HISTORY     - 1961     MONUMENTED       CGS
 BX1160  HISTORY     - 19990424 GOOD             USPSQD
 BX1160
 BX1160                          STATION DESCRIPTION
 BX1160
 BX1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1160'7.7 MI NW FROM FOREST HILL.
 BX1160'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1160'STATION AT FOREST HILL, THENCE 5.5 MILES NORTHWEST ALONG STATE HIGHWAY
 BX1160'112, IN SECTION 5, T 2 N, R 2 W, ON THE CREST OF A SMALL HILL, 37 FEET
 BX1160'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 69 FEET WEST OF A 28-INCH OAK
 BX1160'TREE, 23 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD AND A WIRE GATE,
 BX1160'1 1/2 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A METAL WITNESS POST,
 BX1160'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A
 BX1160'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 116 FEET AND
 BX1160'IS ENCASED IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
 BX1160
 BX1160                          STATION RECOVERY (1999)
 BX1160
 BX1160'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2015 ***********************************************************************
 BX2015  DESIGNATION -  R 182
 BX2015  PID         -  BX2015
 BX2015  STATE/COUNTY-  LA/VERNON
 BX2015  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2015
 BX2015                         *CURRENT SURVEY CONTROL
 BX2015  ___________________________________________________________________
 BX2015* NAD 83(1986)-  31 11 18.     (N)    093 02 15.     (W)     SCALED    
 BX2015* NAVD 88     -       101.81   (+/-2cm)     334.0    (feet)  VERTCON   
 BX2015  ___________________________________________________________________
 BX2015  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX2015
 BX2015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2015
 BX2015.The horizontal coordinates were scaled from a topographic map and have
 BX2015.an estimated accuracy of +/- 6 seconds.
 BX2015
 BX2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2015.The vertical order pertains to the NGVD 29 superseded value.
 BX2015
 BX2015.The geoid height was determined by GEOID03.
 BX2015
 BX2015;                    North         East    Units  Estimated Accuracy
 BX2015;SPC LA N     -    76,450.      948,770.      MT  (+/- 180 meters Scaled)
 BX2015
 BX2015                          SUPERSEDED SURVEY CONTROL
 BX2015
 BX2015  NGVD 29 (??/??/??)  101.862  (m)          334.19   (f) ADJUSTED    2 0
 BX2015
 BX2015.Superseded values are not recommended for survey control.
 BX2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2015.See file dsdata.txt to determine how the superseded data were derived.
 BX2015
 BX2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ964504(NAD 83)
 BX2015_MARKER: DB = BENCH MARK DISK
 BX2015_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2015_SP_SET: 40 FT
 BX2015_STAMPING: R 182 1961
 BX2015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2015
 BX2015  HISTORY     - Date     Condition        Report By
 BX2015  HISTORY     - 1961     MONUMENTED       CGS
 BX2015  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2015
 BX2015                          STATION DESCRIPTION
 BX2015
 BX2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2015'5.55 MI E FROM SLAGLE.
 BX2015'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE
 BX2015'AND STORE AT SLAGLE, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 1214,
 BX2015'THENCE 1.1 MILES EAST ALONG STATE HIGHWAY 28, IN SECTION 1, T 2 N, R 7
 BX2015'W, 0.1 MILE SOUTH OF A FARMHOUSE ON THE CREST OF A HILL, 53 FEET NORTH
 BX2015'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF
 BX2015'A PRIVATE DRIVEWAY, 7 FEET NORTH OF A CORNER FENCE POST, 2 FEET WEST
 BX2015'OF A FENCE, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BX2015'DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 BX2015'PROJECTS 2 INCHES, AND ABOUT LEVEL WITH THE HIGHWAY.
 BX2015
 BX2015                          STATION RECOVERY (1994)
 BX2015
 BX2015'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1206 ***********************************************************************
 BK1206  DESIGNATION -  R 183
 BK1206  PID         -  BK1206
 BK1206  STATE/COUNTY-  LA/VERNON
 BK1206  USGS QUAD   -  PITKIN (1972)
 BK1206
 BK1206                         *CURRENT SURVEY CONTROL
 BK1206  ___________________________________________________________________
 BK1206* NAD 83(1986)-  30 56 53.     (N)    092 55 53.     (W)     SCALED    
 BK1206* NAVD 88     -        51.01   (+/-2cm)     167.4    (feet)  VERTCON   
 BK1206  ___________________________________________________________________
 BK1206  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BK1206
 BK1206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1206
 BK1206.The horizontal coordinates were scaled from a topographic map and have
 BK1206.an estimated accuracy of +/- 6 seconds.
 BK1206
 BK1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1206.The vertical order pertains to the NGVD 29 superseded value.
 BK1206
 BK1206.The geoid height was determined by GEOID03.
 BK1206
 BK1206;                    North         East    Units  Estimated Accuracy
 BK1206;SPC LA N     -    49,760.      958,780.      MT  (+/- 180 meters Scaled)
 BK1206
 BK1206                          SUPERSEDED SURVEY CONTROL
 BK1206
 BK1206  NGVD 29 (??/??/??)   51.049  (m)          167.48   (f) ADJUSTED    2 0
 BK1206
 BK1206.Superseded values are not recommended for survey control.
 BK1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1206.See file dsdata.txt to determine how the superseded data were derived.
 BK1206
 BK1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ065238(NAD 83)
 BK1206_MARKER: DB = BENCH MARK DISK
 BK1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1206_STAMPING: R 183 1961
 BK1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1206+STABILITY: SURFACE MOTION
 BK1206
 BK1206  HISTORY     - Date     Condition        Report By
 BK1206  HISTORY     - 1961     MONUMENTED       CGS
 BK1206  HISTORY     - 19940611 GOOD             USPSQD
 BK1206  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1206
 BK1206                          STATION DESCRIPTION
 BK1206
 BK1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1206'1.1 MI NE FROM PITKIN.
 BK1206'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 463 FROM THE GULF,
 BK1206'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, IN SECTION 25, T 1
 BK1206'S, R 5 W, 49 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET
 BK1206'SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 86 FEET NORTHWEST
 BK1206'OF AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 2017, 20 FEET
 BK1206'SOUTHEAST OF A LONE 23-INCH OAK TREE, ABOUT 2 1/2 FEET ABOVE THE LEVEL
 BK1206'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BK1206'INCHES.
 BK1206
 BK1206                          STATION RECOVERY (1994)
 BK1206
 BK1206'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1206'RECOVERED IN GOOD CONDITION.
 BK1206
 BK1206                          STATION RECOVERY (2001)
 BK1206
 BK1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1206'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0376 ***********************************************************************
 AT0376  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0376  DESIGNATION -  R 194
 AT0376  PID         -  AT0376
 AT0376  STATE/COUNTY-  LA/PLAQUEMINES
 AT0376  USGS QUAD   -  PHOENIX (1973)
 AT0376
 AT0376                         *CURRENT SURVEY CONTROL
 AT0376  ___________________________________________________________________
 AT0376* NAD 83(1992)-  29 43 46.41362(N)    089 59 17.15194(W)     ADJUSTED  
 AT0376* NAVD 88     -         1.39 **(meters)       4.6  **(feet)  GPS OBS(2004.65)
 AT0376  **This station is located in a subsidence area (see below).
 AT0376  ___________________________________________________________________
 AT0376  EPOCH DATE  -        2004.65
 AT0376  X           -       1,151.499 (meters)                     COMP
 AT0376  Y           -  -5,543,163.618 (meters)                     COMP
 AT0376  Z           -   3,144,364.545 (meters)                     COMP
 AT0376  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AT0376  ELLIP HEIGHT-         -23.92  (meters)          (06/22/05) GPS OBS
 AT0376  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AT0376  DYNAMIC HT  -           1.39  (meters)       4.6   (feet)  COMP
 AT0376  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 AT0376
 AT0376  HORZ ORDER  -  B
 AT0376  VERT ORDER  -  THIRD (See Below)
 AT0376  ELLP ORDER  -  FOURTH    CLASS I
 AT0376
 AT0376.The horizontal coordinates were established by GPS observations
 AT0376.and adjusted by the National Geodetic Survey in June 2005..
 AT0376.The horizontal coordinates are valid at the epoch date displayed above.
 AT0376.The epoch date for horizontal control is a decimal equivalence
 AT0376.of Year/Month/Day.
 AT0376
 AT0376 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0376 ** and geoid heights are valid at the date of observation. These heights
 AT0376 ** must always be validated when used as control.
 AT0376 ** The orthometric height was determined by GPS observations using
 AT0376 ** precise GPS observation and processing techniques and a new
 AT0376 ** realization of GEOID03. It supersedes the leveled height previously
 AT0376 ** determined for this station.
 AT0376 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0376 ** epoch indicated which incorporates improved geoid heights for the
 AT0376 ** Southern Louisiana Subsidence area.
 AT0376 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0376.The orthometric height was determined by GPS observations and a
 AT0376.high-resolution geoid model using precise GPS observation and
 AT0376.processing techniques. It supersedes the leveled height previously
 AT0376.determined for this station.
 AT0376.WARNING-GPS observations at this control monument resulted in a GPS
 AT0376.derived orthometric height which differed from the leveled height by
 AT0376.more than one decimeter (0.1 meter).
 AT0376.The vertical order pertains to the first NAVD 88 superseded value.
 AT0376
 AT0376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0376
 AT0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0376
 AT0376.The ellipsoidal height was determined by GPS observations
 AT0376.and is referenced to NAD 83.
 AT0376
 AT0376.The geoid height was determined by GEOID03.
 AT0376
 AT0376.The dynamic height is computed by dividing the NAVD 88
 AT0376.geopotential number by the normal gravity value computed on the
 AT0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0376.degrees latitude (g = 980.6199 gals.).
 AT0376
 AT0376.The modeled gravity was interpolated from observed gravity values.
 AT0376
 AT0376;                    North         East     Units Scale Factor Converg.
 AT0376;SPC LA S     -   137,054.022 1,130,136.061   MT  0.99993689   +0 40 21.5
 AT0376;SPC LA S     -   449,651.40  3,707,788.06   sFT  0.99993689   +0 40 21.5
 AT0376;UTM  16      - 3,292,558.768   210,959.618   MT  1.00063094   -1 28 58.2
 AT0376;UTM  15      - 3,292,618.641   791,344.083   MT  1.00064744   +1 29 40.8
 AT0376
 AT0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0376!SPC LA S     -   1.00000376  x   0.99993689  =   0.99994065
 AT0376!UTM  16      -   1.00000376  x   1.00063094  =   1.00063470
 AT0376!UTM  15      -   1.00000376  x   1.00064744  =   1.00065120
 AT0376
 AT0376                          SUPERSEDED SURVEY CONTROL
 AT0376
 AT0376  NAD 83(1992)-  29 43 46.41369(N)    089 59 17.15253(W) AD(       ) B
 AT0376  ELLIP H (05/09/05)  -23.89   (m)                       GP(       ) 4 2
 AT0376  NAVD 88 (02/14/94)    1.554  (m)            5.10   (f) READJUSTED  3  
 AT0376  NAVD 88 (06/15/91)    1.606  (m)            5.27   (f) UNKNOWN     1 1
 AT0376  NGVD 29 (??/??/??)    1.648  (m)            5.41   (f) ADJUSTED    1 1
 AT0376
 AT0376.Superseded values are not recommended for survey control.
 AT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0376.See file dsdata.txt to determine how the superseded data were derived.
 AT0376
 AT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1096092559(NAD 83)
 AT0376_MARKER: DB = BENCH MARK DISK
 AT0376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0376_SP_SET: 96 FEET
 AT0376_STAMPING: R 194 1964
 AT0376_MARK LOGO: CGS   
 AT0376_PROJECTION: PROJECTING 10 CENTIMETERS
 AT0376_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0376+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AT0376_ROD/PIPE-DEPTH: 29.3 meters
 AT0376
 AT0376  HISTORY     - Date     Condition        Report By
 AT0376  HISTORY     - 1964     MONUMENTED       CGS
 AT0376  HISTORY     - 1971     POOR             NGS
 AT0376  HISTORY     - 1984     GOOD             NGS
 AT0376  HISTORY     - 20030203 GOOD             3001
 AT0376  HISTORY     - 20040419 GOOD             NGS
 AT0376  HISTORY     - 20051006 GOOD             NGS
 AT0376
 AT0376                          STATION DESCRIPTION
 AT0376
 AT0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0376'2.95 MI SE FROM WOODLAWN.
 AT0376'ABOUT 2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE WOODLAWN
 AT0376'HIGH SCHOOL AT WOODLAWN, 59 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AT0376'HIGHWAY, 73 FEET NORTHEAST OF THE CENTER LINE OF THE TOP OF THE
 AT0376'MISSISSIPPI RIVER LEVEE, 115 1/2 FEET EAST-SOUTHEAST OF THE EAST
 AT0376'CORNER OF THE CONCRETE FOUNDATION FOR BEACON NUMBER 65-7 (BELAIR
 AT0376'BEACON), 30 1/2 FEET SOUTHWEST OF A BRACE POLE FOR A POWER POLE, 16.8
 AT0376'FEET SOUTH-SOUTHWEST OF THE BASE OF A GUY WIRE, 118.5 FEET EAST OF
 AT0376'BENCH MARK T 151, 0.8 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 1
 AT0376'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A COPPER
 AT0376'COATED ROD THAT IS DRIVEN TO A DEPTH OF 96 FEET AND IS ENCASED IN A
 AT0376'6-INCH CAST IRON PIPE WHICH HAS BEEN REINFORCED WITH A 12-INCH THICK
 AT0376'LAYER OF CONCRETE AND WHICH PROJECTS 4 INCHES.  SEC 32, T 15S, R 12E.
 AT0376'NOTE-- THE ROD WAS FOUND BENT WITH THE DISK INTACT.  THE ROD WAS
 AT0376'STRAIGHTENED AND REINFORCED BY PLACING A NEW IRON PIPE AROUND THE TOP
 AT0376'PART OF THE ROD AND POURING CONCRETE AROUND THE PIPE.
 AT0376
 AT0376                          STATION RECOVERY (1984)
 AT0376
 AT0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0376'RECOVERED IN GOOD CONDITION WITH THE EXCEPTIONS TO THE DESCRIPTION AS
 AT0376'FOLLOWS, DELETE, 115.5 FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE
 AT0376'CONCRETE FOUNDATION FOR BEACON NUMBER 65-7 (BELAIR BEACON).  DELETE,
 AT0376'30.5 FEET SOUTHWEST OF A BRACE POLE FOR A POWER POLE.  DELETE 16.8
 AT0376'FEET SOUTH-SOUTHWEST OF THE BASE OF A GUY WIRE.  DELETE, 118.5 FEET
 AT0376'EAST OF BENCH MARK T 151.  ADD, 3.77 METERS (12.4 FT) NORTH OF A LONE
 AT0376'POWER LINE POLE WITH NOTHING ATTACHED.
 AT0376
 AT0376                          STATION RECOVERY (2003)
 AT0376
 AT0376'RECOVERY NOTE BY 3001, INC 2003 (MH)
 AT0376'THE STATION IS LOCATED IN PLAQUEMINES PARISH, ABOUT 3.7 MILES
 AT0376'SOUTH-SOUTHEAST OF  BERTRANDVILLE, LA, 3.3 MILES NORTH-NORTHWEST OF
 AT0376'CARLISLE, LA AND 6.2 MILES  NORTH-NORTHWEST OF PHOENIX, LA.
 AT0376' 
 AT0376'OWNERSHIP- CGS
 AT0376' 
 AT0376'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND THE
 AT0376'PLAQUEMINES PARISH  GOVERNMENT BUILDING (DISTRICT COUNCIL OFFICES),
 AT0376'LA, G0 3.05 MILES SOUTHEAST ALONG HWY 39  TO MARK ON RIGHT, BETWEEN
 AT0376'HWY AND TOE OF LEVEE.
 AT0376' 
 AT0376'THE STATION IS A CGS BENCH MARK DISK AND COPPER-CLAD STEEL ROD IN A 6
 AT0376'INCH SLEEVE WITH  CONCRETE POURED AROUND EDGE, 67 FEET NORTHEAST FORM
 AT0376'THE CENTERLINE OF THE MISSISSIPPI  RIVER LEVEE, 59.4 FEET SOUTHWEST OF
 AT0376'CENTERLINE OF HWY 39, 90 FEET WOUTHWEST OF A  POWERLINE POLE WITH
 AT0376'TRANSFORMER, 0.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 AT0376' 
 AT0376'****NEW DESCRIPTION (SEE AT 0376 DESCRIPTION)*****
 AT0376
 AT0376                          STATION RECOVERY (2004)
 AT0376
 AT0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0376'THE STATION IS LOCATED ABOUT 3.0 MI SOUTH OF WOODLAWN ON STATE HIGHWAY
 AT0376'RIGHT OF WAY.
 AT0376' 
 AT0376'TO REACH THE STATION FROM THE PLAQUEMINES PARISH DISTRICT 1 GOVERNMENT
 AT0376'OFFICE COMPLEX IN  WOODLAWN, GO SOUTHERLY FOR 3.1 MI ALONG STATE
 AT0376'HIGHWAY 39 TO THE STATION ON THE RIGHT IN A  GRASSY AREA BETWEEN THE
 AT0376'HIGHWAY AND THE LEVEE, AND JUST BEFORE REACHING A GRAVEL DRIVE ON
 AT0376'LEFT LEADING TO A PRIVATE RESIDENCE NUMBER 8793.
 AT0376' 
 AT0376'THE STATION IS LOCATED 30.1 M NORTHWEST OF THE EXTENDED CENTER OF THE
 AT0376'GRAVEL DRIVE LEADING TO  THE PRIVATE RESIDENCE, 20.7 M NORTHEAST OF
 AT0376'THE CENTER OF THE LEVEE, 18.2 M SOUTHWEST OF THE  CENTER OF THE
 AT0376'HIGHWAY, 0.2 M SOUTHWEST OF A METAL POST WITH METAL WITNESS SIGN
 AT0376'ATTACHED, AND  ABOUT 0.8 M BELOW THE LEVEL OF THE HIGHWAY.
 AT0376
 AT0376                          STATION RECOVERY (2005)
 AT0376
 AT0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0376'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0974 ***********************************************************************
 BJ0974  DESIGNATION -  R 197 WELL
 BJ0974  PID         -  BJ0974
 BJ0974  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0974  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0974
 BJ0974                         *CURRENT SURVEY CONTROL
 BJ0974  ___________________________________________________________________
 BJ0974* NAD 83(1986)-  30 26 42.     (N)    091 08 33.     (W)     SCALED    
 BJ0974* NAVD 88     -        15.51   (+/-2cm)      50.9    (feet)  VERTCON   
 BJ0974  ___________________________________________________________________
 BJ0974  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0974
 BJ0974  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0974
 BJ0974.The horizontal coordinates were scaled from a topographic map and have
 BJ0974.an estimated accuracy of +/- 6 seconds.
 BJ0974
 BJ0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0974.The vertical order pertains to the NGVD 29 superseded value.
 BJ0974
 BJ0974.The geoid height was determined by GEOID03.
 BJ0974
 BJ0974;                    North         East    Units  Estimated Accuracy
 BJ0974;SPC LA S     -   215,610.    1,018,330.      MT  (+/- 180 meters Scaled)
 BJ0974
 BJ0974                          SUPERSEDED SURVEY CONTROL
 BJ0974
 BJ0974  NGVD 29 (??/??/??)   15.530  (m)           50.95   (f) ADJUSTED    1 1
 BJ0974
 BJ0974.Superseded values are not recommended for survey control.
 BJ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0974.See file dsdata.txt to determine how the superseded data were derived.
 BJ0974
 BJ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP783695(NAD 83)
 BJ0974_MARKER: DB = BENCH MARK DISK
 BJ0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0974_SP_SET: WELL CASING
 BJ0974_STAMPING: R 197 WELL 1964
 BJ0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0974
 BJ0974  HISTORY     - Date     Condition        Report By
 BJ0974  HISTORY     - 1964     MONUMENTED       CGS
 BJ0974  HISTORY     - 1976     GOOD             NGS
 BJ0974
 BJ0974                          STATION DESCRIPTION
 BJ0974
 BJ0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0974'IN BATON ROUGE.
 BJ0974'AT BATON ROUGE, ABOUT 2.85 MILES EAST OF THE ILLINOIS CENTRAL RAILROAD
 BJ0974'STATION, ALONG GOVERNMENT STREET, AT THE CITY WATER WORKS COMPANY, AT
 BJ0974'PUMP STATION NO. 3, 130 FEET NORTH OF THE NORTH CURB OF GOVERNMENT
 BJ0974'STREET, 13 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BLOCK
 BJ0974'BUILDING, SET VERTICALLY IN THE NORTHWEST FACE OF 12 INCH WELL CASING
 BJ0974'OF WELL NO. 3WHICH PROJECTS 10 INCHES ABOVE THE CONCRETE SLAB. THE
 BJ0974'MARK IS 0.1 FOOT ABOVE SLAB.  NOTE-- WELL IS 1745 FEET DEEP.
 BJ0974
 BJ0974                          STATION RECOVERY (1976)
 BJ0974
 BJ0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0974'2.6 MILE EAST ALONG GOVERNMENT STREET FROM ITS INTERSECTION WITH SAINT
 BJ0974'LOUIS STREET, AT THE CITY WATER WORKS COMPANY, AT PUMP STATION NUMBER
 BJ0974'3, 130 FT NORTH OF NORTH CURB OF GOVERNMENT STREET, 14 FT NORTHEAST OF
 BJ0974'NORTHEAST CORNER OF A SMALL BLOCK BUILDING, SET VERTICALLY IN THE
 BJ0974'NORTHWEST FACE OF A 12 INCH WELL CASING OF WELL NUMBER 3 AND 2 FT
 BJ0974'BELOW PUMP, THE MARK IS 0.1 INCH ABOVE THE BOTTOM OF THE CONCRETE SLAB
 BJ0974'SUPPORTING THE PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0528 ***********************************************************************
 AT0528  TIDAL BM    -  This is a Tidal Bench Mark.
 AT0528  DESIGNATION -  R 198
 AT0528  PID         -  AT0528
 AT0528  STATE/COUNTY-  LA/PLAQUEMINES
 AT0528  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0528
 AT0528                         *CURRENT SURVEY CONTROL
 AT0528  ___________________________________________________________________
 AT0528* NAD 83(1986)-  28 54 19.     (N)    089 25 48.     (W)     SCALED    
 AT0528* NAVD 88     -         5.79   (+/-2cm)      19.0    (feet)  VERTCON   
 AT0528  ___________________________________________________________________
 AT0528  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AT0528
 AT0528  VERT ORDER  -  SECOND    CLASS I (See Below)
 AT0528
 AT0528.The horizontal coordinates were scaled from a topographic map and have
 AT0528.an estimated accuracy of +/- 6 seconds.
 AT0528
 AT0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0528.The vertical order pertains to the NGVD 29 superseded value.
 AT0528
 AT0528.This Tidal Bench Mark is designated as VM 15771
 AT0528.by the Center for Operational Oceanographic Products and Services.
 AT0528
 AT0528.The geoid height was determined by GEOID03.
 AT0528
 AT0528;                    North         East    Units  Estimated Accuracy
 AT0528;SPC LA S     -    46,470.    1,185,640.      MT  (+/- 180 meters Scaled)
 AT0528
 AT0528                          SUPERSEDED SURVEY CONTROL
 AT0528
 AT0528  NGVD 29 (??/??/??)    5.867  (m)           19.25   (f) ADJUSTED    2 1
 AT0528
 AT0528.Superseded values are not recommended for survey control.
 AT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0528.See file dsdata.txt to determine how the superseded data were derived.
 AT0528
 AT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBS630999(NAD 83)
 AT0528_MARKER: DB = BENCH MARK DISK
 AT0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AT0528_SP_SET: PLATFORM ON CONCRETE PILING
 AT0528_STAMPING: R 198 1977
 AT0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0528
 AT0528  HISTORY     - Date     Condition        Report By
 AT0528  HISTORY     - 1977     MONUMENTED       NGS
 AT0528
 AT0528                          STATION DESCRIPTION
 AT0528
 AT0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AT0528'C G STATION AT SOUTHWEST PASS.
 AT0528'LOCATED AT THE MOUTH OF THE MISSISSIPPI RIVER, ATOP THE U S COAST
 AT0528'GUARD STATION AT THE PASS ENTRANCE, AT THE EAST END OF A CONCRETE
 AT0528'WALKWAY CONNECTING THE TOWER STRUCTURE AND THE ELEVATED HELICOPTER
 AT0528'PAD, IN THE SECOND STEP LEADING TO A SAFETY PLATFORM ON THE WEST
 AT0528'SIDE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0709 ***********************************************************************
 CP0709  DESIGNATION -  R 2 BOLT
 CP0709  PID         -  CP0709
 CP0709  STATE/COUNTY-  LA/MADISON
 CP0709  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0709
 CP0709                         *CURRENT SURVEY CONTROL
 CP0709  ___________________________________________________________________
 CP0709* NAD 83(1986)-  32 18 03.     (N)    090 58 32.     (W)     SCALED    
 CP0709* NAVD 88     -        28.37   (+/-2cm)      93.1    (feet)  VERTCON   
 CP0709  ___________________________________________________________________
 CP0709  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0709
 CP0709  VERT ORDER  -  ? (See Below)
 CP0709
 CP0709.The horizontal coordinates were scaled from a topographic map and have
 CP0709.an estimated accuracy of +/- 6 seconds.
 CP0709
 CP0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0709.The vertical order pertains to the NGVD 29 superseded value.
 CP0709
 CP0709.The geoid height was determined by GEOID03.
 CP0709
 CP0709;                    North         East    Units  Estimated Accuracy
 CP0709;SPC LA N     -   200,680.    1,143,560.      MT  (+/- 180 meters Scaled)
 CP0709
 CP0709                          SUPERSEDED SURVEY CONTROL
 CP0709
 CP0709  NGVD 29 (??/??/92)   28.389  (m)           93.14   (f) ADJ UNCH    ?  
 CP0709
 CP0709.Superseded values are not recommended for survey control.
 CP0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0709.See file dsdata.txt to determine how the superseded data were derived.
 CP0709
 CP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR906755(NAD 83)
 CP0709_MARKER: B = BOLT
 CP0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0709_SP_SET: TILE
 CP0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0709
 CP0709  HISTORY     - Date     Condition        Report By
 CP0709  HISTORY     - UNK      MONUMENTED       DOD
 CP0709  HISTORY     - 1934     GOOD             DOD
 CP0709
 CP0709                          STATION DESCRIPTION
 CP0709
 CP0709'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0709'3.5 MI SW FROM DELTA POINT.
 CP0709'ABOUT 3.5 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0709'DELTA), MADISON PARISH, DIRECTLY LANDWARD OF BIGGS LANDING AND THE
 CP0709'UPSTREAM END OF REID BEDFORD REVETMENT, ABOUT 430 FEET ABOVE AN ANGLE
 CP0709'IN AN OLD LEVEE, ABOUT 360 FEET UPSTREAM FROM A 48-INCH BLAZED
 CP0709'COTTONWOOD TREE ON THE RIVERSIDE OF THE LEVEE JUST ABOVE THE ANGLE, ON
 CP0709'THE TOP OF THE OLD LEVEE, AND 30 FEET FROM THE END OF THE LEVEE. A
 CP0709'COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND,
 CP0709'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CP0709'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0708 ***********************************************************************
 CP0708  DESIGNATION -  R 2 CAP
 CP0708  PID         -  CP0708
 CP0708  STATE/COUNTY-  LA/MADISON
 CP0708  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0708
 CP0708                         *CURRENT SURVEY CONTROL
 CP0708  ___________________________________________________________________
 CP0708* NAD 83(1986)-  32 18 03.     (N)    090 58 32.     (W)     SCALED    
 CP0708* NAVD 88     -        29.58   (+/-2cm)      97.0    (feet)  VERTCON   
 CP0708  ___________________________________________________________________
 CP0708  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0708
 CP0708  VERT ORDER  -  ? (See Below)
 CP0708
 CP0708.The horizontal coordinates were scaled from a topographic map and have
 CP0708.an estimated accuracy of +/- 6 seconds.
 CP0708
 CP0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0708.The vertical order pertains to the NGVD 29 superseded value.
 CP0708
 CP0708.The geoid height was determined by GEOID03.
 CP0708
 CP0708;                    North         East    Units  Estimated Accuracy
 CP0708;SPC LA N     -   200,680.    1,143,560.      MT  (+/- 180 meters Scaled)
 CP0708
 CP0708                          SUPERSEDED SURVEY CONTROL
 CP0708
 CP0708  NGVD 29 (??/??/92)   29.602  (m)           97.12   (f) ADJ UNCH    ?  
 CP0708
 CP0708.Superseded values are not recommended for survey control.
 CP0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0708.See file dsdata.txt to determine how the superseded data were derived.
 CP0708
 CP0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR906755(NAD 83)
 CP0708_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0708+STABILITY: SURFACE MOTION
 CP0708
 CP0708  HISTORY     - Date     Condition        Report By
 CP0708  HISTORY     - UNK      MONUMENTED       DOD
 CP0708  HISTORY     - 1934     GOOD             DOD
 CP0708
 CP0708                          STATION DESCRIPTION
 CP0708
 CP0708'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0708'3.5 MI SW FROM DELTA POINT.
 CP0708'ABOUT 3.5 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0708'DELTA), MADISON PARISH, DIRECTLY LANDWARD OF BIGGS LANDING AND THE
 CP0708'UPSTREAM END OF REID BEDFORD REVETMENT, ABOUT 430 FEET ABOVE AN ANGLE
 CP0708'IN AN OLD LEVEE, ABOUT 360 FEET UPSTREAM FROM A 48-INCH BLAZED
 CP0708'COTTONWOOD TREE ON THE RIVERSIDE OF THE LEVEE JUST ABOVE THE ANGLE, ON
 CP0708'THE TOP OF THE OLD LEVEE, AND 30 FEET FROM THE END OF THE LEVEE. AN
 CP0708'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1242 ***********************************************************************
 BH1242  DESIGNATION -  R 20
 BH1242  PID         -  BH1242
 BH1242  STATE/COUNTY-  LA/ST TAMMANY
 BH1242  USGS QUAD   -  NICHOLSON (1993)
 BH1242
 BH1242                         *CURRENT SURVEY CONTROL
 BH1242  ___________________________________________________________________
 BH1242* NAD 83(1986)-  30 23 40.     (N)    089 42 50.     (W)     SCALED    
 BH1242* NAVD 88     -         4.72   (+/-2cm)      15.5    (feet)  VERTCON   
 BH1242  ___________________________________________________________________
 BH1242  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BH1242
 BH1242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1242
 BH1242.The horizontal coordinates were scaled from a topographic map and have
 BH1242.an estimated accuracy of +/- 6 seconds.
 BH1242
 BH1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1242.The vertical order pertains to the NGVD 29 superseded value.
 BH1242
 BH1242.The geoid height was determined by GEOID03.
 BH1242
 BH1242;                    North         East    Units  Estimated Accuracy
 BH1242;SPC LA S     -   211,090.    1,155,620.      MT  (+/- 180 meters Scaled)
 BH1242
 BH1242                          SUPERSEDED SURVEY CONTROL
 BH1242
 BH1242  NGVD 29 (??/??/??)    4.707  (m)           15.44   (f) ADJUSTED    2 0
 BH1242
 BH1242.Superseded values are not recommended for survey control.
 BH1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1242.See file dsdata.txt to determine how the superseded data were derived.
 BH1242
 BH1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU392656(NAD 83)
 BH1242_MARKER: DB = BENCH MARK DISK
 BH1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1242_STAMPING: R 20 1934
 BH1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1242+STABILITY: SURFACE MOTION
 BH1242
 BH1242  HISTORY     - Date     Condition        Report By
 BH1242  HISTORY     - 1934     MONUMENTED       CGS
 BH1242  HISTORY     - 1955     GOOD             CGS
 BH1242
 BH1242                          STATION DESCRIPTION
 BH1242
 BH1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1242'2.5 MI E FROM PEARL RIVER.
 BH1242'2.5 MILES EAST ALONG U. S. HIGHWAY 90 (OLD SPANISH TRAIL) FROM PEARL
 BH1242'RIVER, ST. TAMMANY PARISH, 360 YARDS WEST OF A WOODEN BRIDGE, 500 FEET
 BH1242'EAST OF ANOTHER WOODEN BRIDGE, AT A CROSS ROAD ALONG THE FILL BETWEEN
 BH1242'EAST PEARL RIVER AND WEST PEARL RIVER, AT AN OPENING IN THE GUARDRAIL,
 BH1242'35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF THE
 BH1242'CENTERLINE OF THE CROSSROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0736 ***********************************************************************
 BJ0736  DESIGNATION -  R 204 RESET
 BJ0736  PID         -  BJ0736
 BJ0736  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0736  USGS QUAD   -  ERWINVILLE (1980)
 BJ0736
 BJ0736                         *CURRENT SURVEY CONTROL
 BJ0736  ___________________________________________________________________
 BJ0736* NAD 83(1986)-  30 32 02.     (N)    091 24 29.     (W)     SCALED    
 BJ0736* NAVD 88     -         7.403  (meters)      24.29   (feet)  ADJUSTED  
 BJ0736  ___________________________________________________________________
 BJ0736  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ0736  DYNAMIC HT  -           7.393 (meters)      24.26  (feet)  COMP
 BJ0736  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0736
 BJ0736  VERT ORDER  -  FIRST     CLASS I
 BJ0736
 BJ0736.The horizontal coordinates were scaled from a topographic map and have
 BJ0736.an estimated accuracy of +/- 6 seconds.
 BJ0736
 BJ0736.The orthometric height was determined by differential leveling
 BJ0736.and adjusted by the National Geodetic Survey in February 1994..
 BJ0736
 BJ0736.The geoid height was determined by GEOID03.
 BJ0736
 BJ0736.The dynamic height is computed by dividing the NAVD 88
 BJ0736.geopotential number by the normal gravity value computed on the
 BJ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0736.degrees latitude (g = 980.6199 gals.).
 BJ0736
 BJ0736.The modeled gravity was interpolated from observed gravity values.
 BJ0736
 BJ0736;                    North         East    Units  Estimated Accuracy
 BJ0736;SPC LA S     -   225,450.      992,830.      MT  (+/- 180 meters Scaled)
 BJ0736
 BJ0736                          SUPERSEDED SURVEY CONTROL
 BJ0736
 BJ0736  NAVD 88 (06/15/91)    7.439  (m)           24.41   (f) UNKNOWN     1 1
 BJ0736  NGVD 29 (??/??/??)    7.401  (m)           24.28   (f) ADJUSTED    1 1
 BJ0736
 BJ0736.Superseded values are not recommended for survey control.
 BJ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0736.See file dsdata.txt to determine how the superseded data were derived.
 BJ0736
 BJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP527790(NAD 83)
 BJ0736_MARKER: DB = BENCH MARK DISK
 BJ0736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0736_SP_SET: HEADWALL
 BJ0736_STAMPING: R 204 1964 RESET 1969
 BJ0736_MARK LOGO: CGS   
 BJ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0736+STABILITY: SURFACE MOTION
 BJ0736
 BJ0736  HISTORY     - Date     Condition        Report By
 BJ0736  HISTORY     - 1969     MONUMENTED       CGS
 BJ0736  HISTORY     - 1976     GOOD             NGS
 BJ0736  HISTORY     - 1986     GOOD             NGS
 BJ0736  HISTORY     - 20060603 MARK NOT FOUND   NGS
 BJ0736
 BJ0736                          STATION DESCRIPTION
 BJ0736
 BJ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0736'IN ERWINVILLE.
 BJ0736'LOCATED 0.15 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BJ0736'THE STATION AT ERWINVILLE, THENCE NORTH 0.1 MILE ALONG STATE HIGHWAY
 BJ0736'413 TO THE JUNCTION WITH U.S. HIGHWAY 190 AND THE MARK IN THE
 BJ0736'NORTHWEST ANGLE OF THE INTERSECTION.  IT IS 79.5 FEET WEST OF THE
 BJ0736'CENTER OF STATE HIGHWAY 413, 22 FEET NORTH OF THE WEST BOUND LANE OF
 BJ0736'U.S. HIGHWAY 190, 63.5 FEET SOUTHWEST OF A UTILITY POLE, 305 FEET
 BJ0736'NORTH OF THE NORTH RAIL OF THE TRACKS, 40.5 FEET SSE OF THE SE CORNER
 BJ0736'OF THE SACTENS MOTEL, 48.5 FEET SE OF A UTILITY POLE WITH TWO
 BJ0736'TRANSFORMERS, 16.5 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL
 BJ0736'OF THE MOTEL.  IT IS A BENCH MARK DISK SET IN A DRILL HOLE IN THE WEST
 BJ0736'END OF THE NORTH HEADWALL OF A 5 CHANNEL (40 FOOT) CULVERT UNDER THE
 BJ0736'HIGHWAY.
 BJ0736
 BJ0736                          STATION RECOVERY (1976)
 BJ0736
 BJ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0736'AT ERWINVILLE, AT THE NORTH CORNER OF THE JUNCTION OF U.S. HIGHWAY
 BJ0736'190 AND STATE HIGHWAY 413, 22.5 FT. NORTHEAST OF THE CENTER LINE
 BJ0736'OF THE NORTHEAST HIGHWAY LANES, 79.5 FT. NORTHWEST OF THE CENTER LINE
 BJ0736'OF STATE HIGHWAY 413, IN THE TOP OF THE NORTHWEST END OF THE
 BJ0736'NORTHEAST CONCRETE HEAD WALL OF A 40-FOOT CULVERT, 40.5 FT. SOUTH
 BJ0736'OF THE SOUTH CORNER OF SALTERS MOTEL, 0.8 FT. SOUTHEAST OF THE
 BJ0736'NORTHWEST END OF THE HEAD WALL.
 BJ0736
 BJ0736                          STATION RECOVERY (1986)
 BJ0736
 BJ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0736'RECOVERED IN GOOD CONDITION.
 BJ0736
 BJ0736                          STATION RECOVERY (2006)
 BJ0736
 BJ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0736'NOT RECOVERED.  THE 5 CHANNEL CULVERT WAS REBUILT IN 2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0327 ***********************************************************************
 BJ0327  DESIGNATION -  R 205
 BJ0327  PID         -  BJ0327
 BJ0327  STATE/COUNTY-  LA/ST LANDRY
 BJ0327  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0327
 BJ0327                         *CURRENT SURVEY CONTROL
 BJ0327  ___________________________________________________________________
 BJ0327* NAD 83(1986)-  30 32 07.     (N)    091 45 54.     (W)     SCALED    
 BJ0327* NAVD 88     -         6.705  (meters)      22.00   (feet)  ADJUSTED  
 BJ0327  ___________________________________________________________________
 BJ0327  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ0327  DYNAMIC HT  -           6.696 (meters)      21.97  (feet)  COMP
 BJ0327  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 BJ0327
 BJ0327  VERT ORDER  -  FIRST     CLASS I
 BJ0327
 BJ0327.The horizontal coordinates were scaled from a topographic map and have
 BJ0327.an estimated accuracy of +/- 6 seconds.
 BJ0327
 BJ0327.The orthometric height was determined by differential leveling
 BJ0327.and adjusted by the National Geodetic Survey in February 1994..
 BJ0327
 BJ0327.The geoid height was determined by GEOID03.
 BJ0327
 BJ0327.The dynamic height is computed by dividing the NAVD 88
 BJ0327.geopotential number by the normal gravity value computed on the
 BJ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0327.degrees latitude (g = 980.6199 gals.).
 BJ0327
 BJ0327.The modeled gravity was interpolated from observed gravity values.
 BJ0327
 BJ0327;                    North         East    Units  Estimated Accuracy
 BJ0327;SPC LA S     -   225,680.      958,580.      MT  (+/- 180 meters Scaled)
 BJ0327
 BJ0327                          SUPERSEDED SURVEY CONTROL
 BJ0327
 BJ0327  NAVD 88 (06/15/91)    6.752  (m)           22.15   (f) UNKNOWN     1 1
 BJ0327  NGVD 29 (??/??/??)    6.724  (m)           22.06   (f) ADJUSTED    1 1
 BJ0327
 BJ0327.Superseded values are not recommended for survey control.
 BJ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0327.See file dsdata.txt to determine how the superseded data were derived.
 BJ0327
 BJ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP184787(NAD 83)
 BJ0327_MARKER: DB = BENCH MARK DISK
 BJ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0327_STAMPING: R 205 1964
 BJ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0327+STABILITY: SURFACE MOTION
 BJ0327
 BJ0327  HISTORY     - Date     Condition        Report By
 BJ0327  HISTORY     - 1964     MONUMENTED       CGS
 BJ0327  HISTORY     - 1976     GOOD             NGS
 BJ0327
 BJ0327                          STATION DESCRIPTION
 BJ0327
 BJ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0327'0.4 MI W FROM KROTZ SPRINGS.
 BJ0327'ABOUT 0.4 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0327'STATION AT KROTZ SPRINGS, 5 POLES EAST OF MILEPOST 609-10, 195 FEET
 BJ0327'SOUTH OF THE SOUTH RAIL, 123 FEET SOUTH OF A TELEGRAPH POLE, 22 FEET
 BJ0327'SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 20 FEET
 BJ0327'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BJ0327'PROJECTING 6 INCHES.
 BJ0327
 BJ0327                          STATION RECOVERY (1976)
 BJ0327
 BJ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0327'0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST OFFICE
 BJ0327'AT KROTZ SPRINGS, 5 POLES EAST OF MILE POST 609-10, 185 FT SOUTH OF
 BJ0327'SOUTH RAIL, 126 FT SOUTH OF A TELEGRAPH POLE, 25.5 FT NORTH AND ACROSS
 BJ0327'CREEK FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0088 ***********************************************************************
 BJ0088  DESIGNATION -  R 206
 BJ0088  PID         -  BJ0088
 BJ0088  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0088  USGS QUAD   -  WALLS (1994)
 BJ0088
 BJ0088                         *CURRENT SURVEY CONTROL
 BJ0088  ___________________________________________________________________
 BJ0088* NAD 83(1986)-  30 34 10.     (N)    091 19 00.     (W)     SCALED    
 BJ0088* NAVD 88     -         9.267  (meters)      30.40   (feet)  ADJUSTED  
 BJ0088  ___________________________________________________________________
 BJ0088  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0088  DYNAMIC HT  -           9.255 (meters)      30.36  (feet)  COMP
 BJ0088  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 BJ0088
 BJ0088  VERT ORDER  -  FIRST     CLASS I
 BJ0088
 BJ0088.The horizontal coordinates were scaled from a topographic map and have
 BJ0088.an estimated accuracy of +/- 6 seconds.
 BJ0088
 BJ0088.The orthometric height was determined by differential leveling
 BJ0088.and adjusted by the National Geodetic Survey in February 1994..
 BJ0088
 BJ0088.The geoid height was determined by GEOID03.
 BJ0088
 BJ0088.The dynamic height is computed by dividing the NAVD 88
 BJ0088.geopotential number by the normal gravity value computed on the
 BJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0088.degrees latitude (g = 980.6199 gals.).
 BJ0088
 BJ0088.The modeled gravity was interpolated from observed gravity values.
 BJ0088
 BJ0088;                    North         East    Units  Estimated Accuracy
 BJ0088;SPC LA S     -   229,390.    1,001,600.      MT  (+/- 180 meters Scaled)
 BJ0088
 BJ0088                          SUPERSEDED SURVEY CONTROL
 BJ0088
 BJ0088  NAVD 88 (06/15/91)    9.295  (m)           30.50   (f) UNKNOWN     1 1
 BJ0088  NGVD 29 (??/??/??)    9.254  (m)           30.36   (f) ADJUSTED    1 1
 BJ0088
 BJ0088.Superseded values are not recommended for survey control.
 BJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0088.See file dsdata.txt to determine how the superseded data were derived.
 BJ0088
 BJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP614830(NAD 83)
 BJ0088_MARKER: DB = BENCH MARK DISK
 BJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0088_STAMPING: R 206 1964
 BJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0088+STABILITY: SURFACE MOTION
 BJ0088
 BJ0088  HISTORY     - Date     Condition        Report By
 BJ0088  HISTORY     - 1964     MONUMENTED       CGS
 BJ0088  HISTORY     - 1974     GOOD             NGS
 BJ0088
 BJ0088                          STATION DESCRIPTION
 BJ0088
 BJ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0088'3.55 MI NW FROM DEVALL.
 BJ0088'ABOUT 3.55 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0088'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.1 MILE EAST OF THE JUNCTION OF
 BJ0088'STATE ROAD 985, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 144
 BJ0088'FEET SOUTH OF THE CENTER LINE OF A DIRT LEVEE, 162 FEET WEST OF THE
 BJ0088'CENTER OF AN ALUMINUM GATE, 101 FEET NORTH ACROSS THE HIGHWAY FROM A
 BJ0088'36-INCH COTTONWOOD TREE, 1 FOOT NORTH OF A FENCE, 1.5 FEET NORTH OF A
 BJ0088'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 BJ0088'A CONCRETE POST PROJECTING 6 INCHES.
 BJ0088
 BJ0088                          STATION RECOVERY (1974)
 BJ0088
 BJ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BJ0088'3.55 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM DEVALL
 BJ0088'ELEMENTARY SCHOOL AT DEVALL, 0.1 MILE EAST OF STATE HIGHWAY 985
 BJ0088'JUNCTION, 42.5 FT NORTH OF CENTER LINE OF HIGHWAY, 144 FT SOUTH OF
 BJ0088'THE CENTER LINE OF SOUTH LEVEE ROAD OF MISS. RIVER, 162 FT WEST OF
 BJ0088'THE CENTER OF GATE TO ROAD OVER LEVEE, 101 FT NORTH OF AND ACROSS
 BJ0088'HIGHWAY FROM 36-INCH COTTONWOOD TREE, 1.1 FT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0045 ***********************************************************************
 BJ0045  DESIGNATION -  R 207
 BJ0045  PID         -  BJ0045
 BJ0045  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0045  USGS QUAD   -  MORGANZA (1994)
 BJ0045
 BJ0045                         *CURRENT SURVEY CONTROL
 BJ0045  ___________________________________________________________________
 BJ0045* NAD 83(1986)-  30 43 34.     (N)    091 35 08.     (W)     SCALED    
 BJ0045* NAVD 88     -        10.455  (meters)      34.30   (feet)  ADJUSTED  
 BJ0045  ___________________________________________________________________
 BJ0045  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0045  DYNAMIC HT  -          10.441 (meters)      34.26  (feet)  COMP
 BJ0045  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 BJ0045
 BJ0045  VERT ORDER  -  FIRST     CLASS I
 BJ0045
 BJ0045.The horizontal coordinates were scaled from a topographic map and have
 BJ0045.an estimated accuracy of +/- 6 seconds.
 BJ0045
 BJ0045.The orthometric height was determined by differential leveling
 BJ0045.and adjusted by the National Geodetic Survey in February 1994..
 BJ0045
 BJ0045.The geoid height was determined by GEOID03.
 BJ0045
 BJ0045.The dynamic height is computed by dividing the NAVD 88
 BJ0045.geopotential number by the normal gravity value computed on the
 BJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0045.degrees latitude (g = 980.6199 gals.).
 BJ0045
 BJ0045.The modeled gravity was interpolated from observed gravity values.
 BJ0045
 BJ0045;                    North         East    Units  Estimated Accuracy
 BJ0045;SPC LA S     -   246,790.      975,840.      MT  (+/- 180 meters Scaled)
 BJ0045
 BJ0045                          SUPERSEDED SURVEY CONTROL
 BJ0045
 BJ0045  NAVD 88 (06/15/91)   10.488  (m)           34.41   (f) UNKNOWN     1 1
 BJ0045  NGVD 29 (??/??/??)   10.446  (m)           34.27   (f) ADJUSTED    1 1
 BJ0045
 BJ0045.Superseded values are not recommended for survey control.
 BJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0045.See file dsdata.txt to determine how the superseded data were derived.
 BJ0045
 BJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ354001(NAD 83)
 BJ0045_MARKER: DB = BENCH MARK DISK
 BJ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0045_STAMPING: R 207 1964
 BJ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0045+STABILITY: SURFACE MOTION
 BJ0045
 BJ0045  HISTORY     - Date     Condition        Report By
 BJ0045  HISTORY     - 1964     MONUMENTED       CGS
 BJ0045  HISTORY     - 1976     GOOD             NGS
 BJ0045
 BJ0045                          STATION DESCRIPTION
 BJ0045
 BJ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0045'0.75 MI E FROM MORGANZA.
 BJ0045'ABOUT 0.75 MILE SOUTHEAST ALONG STATE ROADS 1 AND 10 FROM THE TEXAS
 BJ0045'AND PACIFIC RAILROD STATION AT MORGANZA, 47 FEET SOUTHWEST OF THE
 BJ0045'CENTER LINE OF THE ROAD, 30 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL
 BJ0045'OF A TRACK, 43 FEET NORTHWEST OF A 36-INCH PECAN TREE, 15 1/2 FEET
 BJ0045'SOUTHWEST OF A BRACE POLE FOR A POWER LINE, 2.3 FEET NORTHWEST OF A
 BJ0045'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 3 FEET BELOW THE
 BJ0045'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BJ0045'INCHES.
 BJ0045
 BJ0045                          STATION RECOVERY (1976)
 BJ0045
 BJ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0045'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 1 AND 10 FROM THE CITY HALL,
 BJ0045'60 YARDS WEST OF AND ACROSS THE HIGHWAY FROM A CEMETERY AND CHURCH, 47
 BJ0045'FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30.8 FT NORTHEAST OF
 BJ0045'THE NORTHEAST RAIL OF THE TEXAS AND PACIFIC RAIL ROAD TRACK, 43 FT
 BJ0045'NORTHWEST OF A 48-INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0812 ***********************************************************************
 BJ0812  DESIGNATION -  R 208
 BJ0812  PID         -  BJ0812
 BJ0812  STATE/COUNTY-  LA/IBERVILLE
 BJ0812  USGS QUAD   -  ADDIS (1992)
 BJ0812
 BJ0812                         *CURRENT SURVEY CONTROL
 BJ0812  ___________________________________________________________________
 BJ0812* NAD 83(1986)-  30 15 08.     (N)    091 17 53.     (W)     SCALED    
 BJ0812* NAVD 88     -         4.075  (meters)      13.37   (feet)  ADJUSTED  
 BJ0812  ___________________________________________________________________
 BJ0812  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0812  DYNAMIC HT  -           4.069 (meters)      13.35  (feet)  COMP
 BJ0812  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 BJ0812
 BJ0812  VERT ORDER  -  FIRST     CLASS I
 BJ0812
 BJ0812.The horizontal coordinates were scaled from a topographic map and have
 BJ0812.an estimated accuracy of +/- 6 seconds.
 BJ0812
 BJ0812.The orthometric height was determined by differential leveling
 BJ0812.and adjusted by the National Geodetic Survey in February 1994..
 BJ0812
 BJ0812.The geoid height was determined by GEOID03.
 BJ0812
 BJ0812.The dynamic height is computed by dividing the NAVD 88
 BJ0812.geopotential number by the normal gravity value computed on the
 BJ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0812.degrees latitude (g = 980.6199 gals.).
 BJ0812
 BJ0812.The modeled gravity was interpolated from observed gravity values.
 BJ0812
 BJ0812;                    North         East    Units  Estimated Accuracy
 BJ0812;SPC LA S     -   194,230.    1,003,400.      MT  (+/- 180 meters Scaled)
 BJ0812
 BJ0812                          SUPERSEDED SURVEY CONTROL
 BJ0812
 BJ0812  NGVD 29 (??/??/??)    4.092  (m)           13.43   (f) ADJUSTED    1 1
 BJ0812
 BJ0812.Superseded values are not recommended for survey control.
 BJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0812.See file dsdata.txt to determine how the superseded data were derived.
 BJ0812
 BJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP637479(NAD 83)
 BJ0812_MARKER: DB = BENCH MARK DISK
 BJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0812_STAMPING: R 208 1964
 BJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0812+STABILITY: SURFACE MOTION
 BJ0812
 BJ0812  HISTORY     - Date     Condition        Report By
 BJ0812  HISTORY     - 1964     MONUMENTED       CGS
 BJ0812  HISTORY     - 1976     GOOD             NGS
 BJ0812  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0812
 BJ0812                          STATION DESCRIPTION
 BJ0812
 BJ0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0812'1.7 MI W FROM CRESCENT.
 BJ0812'ABOUT 1.7 MILES WEST ALONG STATE ROAD 3066 FROM THE MT. ZION CHURCH AT
 BJ0812'CRESCENT, ABOUT 60 YARDS WEST OF THE WEST END OF A SERVICE STATION 32
 BJ0812'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 127 FEET WEST OF THE
 BJ0812'NORTHWEST CORNER OF A HOUSE, 25 FEET WEST OF A 30-INCH PECAN TREE, 1
 BJ0812'1/2 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A WOODEN WITNESS POST,
 BJ0812'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BJ0812'CONCRETE POST PROJECTING 6 INCHES.
 BJ0812
 BJ0812                          STATION RECOVERY (1976)
 BJ0812
 BJ0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0812'5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0812'FROM THE POST OFFICE, 0.55 MILE WEST OF THE JUNCTION OF STASSI ROAD,
 BJ0812'ABOUT 60 YARDS SOUTHWEST OF THE WEST END OF AN OLD SERVICE STATION
 BJ0812'BUILDING, 32 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, 127.1 FT WEST
 BJ0812'OF THE NORTHWEST CORNER OF A 2 STORY FRAME HOUSE, 25 FT WEST OF A
 BJ0812'TREE, 72 FT SOUTHWEST OF POWERLINE POLE NUMBER 97-123 WITH 2
 BJ0812'TRANSFORMERS, 1.5 FT NORTH OF A FENCE.
 BJ0812
 BJ0812                          STATION RECOVERY (1990)
 BJ0812
 BJ0812'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPS)
 BJ0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0849 ***********************************************************************
 BJ0849  DESIGNATION -  R 209
 BJ0849  PID         -  BJ0849
 BJ0849  STATE/COUNTY-  LA/IBERIA
 BJ0849  USGS QUAD   -  PIGEON (1980)
 BJ0849
 BJ0849                         *CURRENT SURVEY CONTROL
 BJ0849  ___________________________________________________________________
 BJ0849* NAD 83(1986)-  30 01 17.     (N)    091 15 17.     (W)     SCALED    
 BJ0849* NAVD 88     -         1.39   (+/-2cm)       4.6    (feet)  VERTCON   
 BJ0849  ___________________________________________________________________
 BJ0849  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BJ0849
 BJ0849  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0849
 BJ0849.The horizontal coordinates were scaled from a topographic map and have
 BJ0849.an estimated accuracy of +/- 6 seconds.
 BJ0849
 BJ0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0849.The vertical order pertains to the NGVD 29 superseded value.
 BJ0849
 BJ0849.The geoid height was determined by GEOID03.
 BJ0849
 BJ0849;                    North         East    Units  Estimated Accuracy
 BJ0849;SPC LA S     -   168,640.    1,007,580.      MT  (+/- 180 meters Scaled)
 BJ0849
 BJ0849                          SUPERSEDED SURVEY CONTROL
 BJ0849
 BJ0849  NGVD 29 (??/??/??)    1.434  (m)            4.70   (f) ADJUSTED    1 2
 BJ0849
 BJ0849.Superseded values are not recommended for survey control.
 BJ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0849.See file dsdata.txt to determine how the superseded data were derived.
 BJ0849
 BJ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP683224(NAD 83)
 BJ0849_MARKER: DB = BENCH MARK DISK
 BJ0849_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0849_SP_SET: 96 FT.
 BJ0849_STAMPING: R 209 1964
 BJ0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0849
 BJ0849  HISTORY     - Date     Condition        Report By
 BJ0849  HISTORY     - 1964     MONUMENTED       CGS
 BJ0849  HISTORY     - 1965     GOOD             CGS
 BJ0849  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0849
 BJ0849                          STATION DESCRIPTION
 BJ0849
 BJ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0849'3.8 MI SE FROM PIGEON.
 BJ0849'ABOUT 3.8 MILES SOUTHEAST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 BJ0849'DRAWBRIDGE OVER THE LOWER GRAND RIVER AT PIGEON, 330 FEET EAST OF THE
 BJ0849'CENTER LINE OF THE LEVEE, 32 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BJ0849'10 FEET SOUTHWEST OF A 10-INCH CYPRESS TREE WITH A WITNESS SHIELD ON
 BJ0849'THE WEST SIDE, 15 FEET NORTH OF A 10-INCH CYPRESS TREE WITH A
 BJ0849'TRIANGLUR BLAZE ON THE WEST SIDE, 1.5 FEET NORTH OF A WOODEN WITNESS
 BJ0849'POST, ABOUT 4 FEET BELOW LEVEL OF THE ROAD, AND ON THE TOP OF A
 BJ0849'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 96 FEET AND IS
 BJ0849'ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 3 FEET.
 BJ0849
 BJ0849                          STATION RECOVERY (1976)
 BJ0849
 BJ0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0849'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 BJ0849'THIS MARK BELIEVED TO BE DESTROYED BY LEVEE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1291 ***********************************************************************
 BJ1291  DESIGNATION -  R 21
 BJ1291  PID         -  BJ1291
 BJ1291  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1291  USGS QUAD   -  HAMMOND (1994)
 BJ1291
 BJ1291                         *CURRENT SURVEY CONTROL
 BJ1291  ___________________________________________________________________
 BJ1291* NAD 83(1986)-  30 30 35.     (N)    090 23 53.     (W)     SCALED    
 BJ1291* NAVD 88     -        11.99   (+/-2cm)      39.3    (feet)  VERTCON   
 BJ1291  ___________________________________________________________________
 BJ1291  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1291
 BJ1291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1291
 BJ1291.The horizontal coordinates were scaled from a topographic map and have
 BJ1291.an estimated accuracy of +/- 6 seconds.
 BJ1291
 BJ1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1291.The vertical order pertains to the NGVD 29 superseded value.
 BJ1291
 BJ1291.The geoid height was determined by GEOID03.
 BJ1291
 BJ1291;                    North         East    Units  Estimated Accuracy
 BJ1291;SPC LA S     -   223,140.    1,089,770.      MT  (+/- 180 meters Scaled)
 BJ1291
 BJ1291                          SUPERSEDED SURVEY CONTROL
 BJ1291
 BJ1291  NGVD 29 (??/??/??)   11.985  (m)           39.32   (f) ADJUSTED    2 0
 BJ1291
 BJ1291.Superseded values are not recommended for survey control.
 BJ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1291.See file dsdata.txt to determine how the superseded data were derived.
 BJ1291
 BJ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP497781(NAD 83)
 BJ1291_MARKER: DB = BENCH MARK DISK
 BJ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1291_STAMPING: R 21 134 39.669
 BJ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1291+STABILITY: SURFACE MOTION
 BJ1291
 BJ1291  HISTORY     - Date     Condition        Report By
 BJ1291  HISTORY     - UNK      MONUMENTED       CGS
 BJ1291  HISTORY     - 1955     GOOD             CGS
 BJ1291  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1291
 BJ1291                          STATION DESCRIPTION
 BJ1291
 BJ1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1291'3.8 MI E FROM HAMMOND.
 BJ1291'LOCATED 3.8 MILES EAST ALONG THE GAYLORD CONTAINER CORP. RAILROAD FROM
 BJ1291'HAMMOND, AT A ROAD CROSSING LOCALLY KNOWN AS COBURN CROSSING, 0.15
 BJ1291'MILE SOUTH OF BILLS SERVICE STATION ON U.S. HIGHWAY 190.  IT IS 57
 BJ1291'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 26 FEET EAST OF THE
 BJ1291'CENTERLINE OF A NORTH-SOUTH ROAD, 13 FEET NORTH OF THE CENTERLINE OF A
 BJ1291'ROAD THAT PARALLELS THE TRACK, 7 FEET EAST OF A FENCE CORNER AND 1
 BJ1291'FOOT NORTH OF A FENCE LINE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BJ1291'CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
 BJ1291
 BJ1291                          STATION RECOVERY (1986)
 BJ1291
 BJ1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1291'NOT RECOVERED.  NO EVIDENCE OF MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1406 ***********************************************************************
 BK1406  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK1406  DESIGNATION -  R 210
 BK1406  PID         -  BK1406
 BK1406  STATE/COUNTY-  LA/CALCASIEU
 BK1406  USGS QUAD   -  LAKE CHARLES (1994)
 BK1406
 BK1406                         *CURRENT SURVEY CONTROL
 BK1406  ___________________________________________________________________
 BK1406* NAD 83(1992)-  30 13 38.76097(N)    093 11 13.61743(W)     ADJUSTED  
 BK1406* NAVD 88     -         3.77 **(meters)      12.4  **(feet)  GPS OBS(2004.65)
 BK1406  **This station is located in a subsidence area (see below).
 BK1406  ___________________________________________________________________
 BK1406  EPOCH DATE  -        2004.65
 BK1406  X           -    -306,650.011 (meters)                     COMP
 BK1406  Y           -  -5,507,056.041 (meters)                     COMP
 BK1406  Z           -   3,192,171.076 (meters)                     COMP
 BK1406  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BK1406  ELLIP HEIGHT-         -23.48  (meters)          (06/22/05) GPS OBS
 BK1406  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK1406  DYNAMIC HT  -           3.76  (meters)      12.3   (feet)  COMP
 BK1406  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 BK1406
 BK1406  HORZ ORDER  -  B
 BK1406  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1406  ELLP ORDER  -  FOURTH    CLASS I
 BK1406
 BK1406.The horizontal coordinates were established by GPS observations
 BK1406.and adjusted by the National Geodetic Survey in June 2005..
 BK1406.The horizontal coordinates are valid at the epoch date displayed above.
 BK1406.The epoch date for horizontal control is a decimal equivalence
 BK1406.of Year/Month/Day.
 BK1406
 BK1406 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1406 ** and geoid heights are valid at the date of observation. These heights
 BK1406 ** must always be validated when used as control.
 BK1406 ** The orthometric height was determined by GPS observations using
 BK1406 ** precise GPS observation and processing techniques and a new
 BK1406 ** realization of GEOID03. It supersedes the leveled height previously
 BK1406 ** determined for this station.
 BK1406 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1406 ** epoch indicated which incorporates improved geoid heights for the
 BK1406 ** Southern Louisiana Subsidence area.
 BK1406 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1406.The orthometric height was determined by GPS observations and a
 BK1406.high-resolution geoid model using precise GPS observation and
 BK1406.processing techniques. It supersedes the leveled height previously
 BK1406.determined for this station.
 BK1406.WARNING-GPS observations at this control monument resulted in a GPS
 BK1406.derived orthometric height which differed from the leveled height by
 BK1406.more than one decimeter (0.1 meter).
 BK1406.WARNING-Repeat measurements at this control monument indicate possible
 BK1406.vertical movement.
 BK1406.The vertical order pertains to the first NAVD 88 superseded value.
 BK1406
 BK1406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1406
 BK1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1406
 BK1406.The ellipsoidal height was determined by GPS observations
 BK1406.and is referenced to NAD 83.
 BK1406
 BK1406.The geoid height was determined by GEOID03.
 BK1406
 BK1406.The dynamic height is computed by dividing the NAVD 88
 BK1406.geopotential number by the normal gravity value computed on the
 BK1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1406.degrees latitude (g = 980.6199 gals.).
 BK1406
 BK1406.The modeled gravity was interpolated from observed gravity values.
 BK1406
 BK1406;                    North         East     Units Scale Factor Converg.
 BK1406;SPC LA S     -   192,919.985   821,564.319   MT  0.99993353   -0 55 36.9
 BK1406;SPC LA S     -   632,938.32  2,695,415.60   sFT  0.99993353   -0 55 36.9
 BK1406;UTM  15      - 3,344,002.076   481,994.377   MT  0.99960400   -0 05 39.1
 BK1406
 BK1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1406!SPC LA S     -   1.00000369  x   0.99993353  =   0.99993722
 BK1406!UTM  15      -   1.00000369  x   0.99960400  =   0.99960769
 BK1406
 BK1406                          SUPERSEDED SURVEY CONTROL
 BK1406
 BK1406  NAVD 88 (02/14/94)    3.989  (m)           13.09   (f) ADJUSTED    1 1
 BK1406  NAVD 88 (06/15/91)    3.979  (m)           13.05   (f) UNKNOWN     1 1
 BK1406  NGVD 29 (??/??/??)    3.948  (m)           12.95   (f) ADJUSTED    1 1
 BK1406
 BK1406.Superseded values are not recommended for survey control.
 BK1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1406.See file dsdata.txt to determine how the superseded data were derived.
 BK1406
 BK1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8199444002(NAD 83)
 BK1406_MARKER: DB = BENCH MARK DISK
 BK1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1406_SP_SET: CONCRETE POST
 BK1406_STAMPING: R 210 1965
 BK1406_MARK LOGO: CGS   
 BK1406_PROJECTION: FLUSH
 BK1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1406+STABILITY: SURFACE MOTION
 BK1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1406+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK1406
 BK1406  HISTORY     - Date     Condition        Report By
 BK1406  HISTORY     - 1965     MONUMENTED       CGS
 BK1406  HISTORY     - 1972     GOOD             NGS
 BK1406  HISTORY     - 1981     GOOD             NGS
 BK1406  HISTORY     - 1986     GOOD             NGS
 BK1406  HISTORY     - 1988     GOOD             USPSQD
 BK1406  HISTORY     - 19970208 GOOD             USPSQD
 BK1406  HISTORY     - 20021102 GOOD             USPSQD
 BK1406  HISTORY     - 20040427 GOOD             NGS
 BK1406  HISTORY     - 20051017 GOOD             NGS
 BK1406
 BK1406                          STATION DESCRIPTION
 BK1406
 BK1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1406'2.45 MI E FROM LAKE CHARLES.
 BK1406'ABOUT 0.7 MILE SOUTH ALONG BILBO STREET FROM THE SOUTHERN PACIFIC
 BK1406'RAILROAD STATION AT LAKE CHARLES, THENCE 1.75 MILES EAST ALONG BROAD
 BK1406'STREET (BUSINESS HIGHWAY U.S. 90), 89 FEET NORTHEAST OF THE NORTHEAST
 BK1406'CORNER OF THE ECONOMY OIL COMPANY STATION, 44 FEET WEST OF THE
 BK1406'EXTENDED CENTER LINE OF KINGSLEY STREET, 41 FEET SOUTH OF THE CENTER
 BK1406'LINE OF BROAD STREET, 1 1/2 FEET WEST OF A CHAIN LINK FENCE, 1.2 FEET
 BK1406'WEST OF A METAL WITNESS POST, 1 FOOT ABOVE BROAD STREET, SET IN THE
 BK1406'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SEC 4, T10S, R 8W.
 BK1406
 BK1406                          STATION RECOVERY (1981)
 BK1406
 BK1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1406'IN LAKE CHARLES, 2.8 KILOMETERS (1.75 MILES) EAST ALONG BROAD STREET
 BK1406'FROM THE CALCASIEU RESOURCE CENTER WHICH IS AT THE JUNCTION OF HODGES
 BK1406'STREET, TO THE MARK ON THE RIGHT, ON THE WEST SIDE OF A CHAIN LINK
 BK1406'PROPERTY LINE FENCE AT THE NORTHWEST CORNER OF THE EAGLE OK USED CAR
 BK1406'LOT, 0.6 KILOMETER (0.4 MILE) WEST OF THE JUNCTION OF STATE HIGHWAYS
 BK1406'14 AND 171, 12.49 METERS (41.0 FEET) SOUTH OF THE CENTER LINE OF BROAD
 BK1406'STREET, 13.41 METERS (44.0 FEET) WEST OF THE EXTENDED CENTER LINE OF
 BK1406'KINGSLEY STREET, 0.60 METER (2.0 FEET) SOUTH-SOUTHWEST OF THE NORTH
 BK1406'END POST OF THE PROPERTY LINE FENCE, 0.45 METER (1.5 FEET) WEST OF THE
 BK1406'PROPERTY LINE FENCE.
 BK1406'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 BK1406'THE MARK IS 0.30 M ABOVE STREETS.
 BK1406
 BK1406                          STATION RECOVERY (1986)
 BK1406
 BK1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1406'RECOVERED IN GOOD CONDITION.
 BK1406
 BK1406                          STATION RECOVERY (1988)
 BK1406
 BK1406'RECOVERY NOTE BY US POWER SQUADRON 1988 (TNC)
 BK1406'RECOVERED IN GOOD CONDITION.
 BK1406
 BK1406                          STATION RECOVERY (1997)
 BK1406
 BK1406'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1406'RECOVERED IN GOOD CONDITION.
 BK1406
 BK1406                          STATION RECOVERY (2002)
 BK1406
 BK1406'RECOVERY NOTE BY US POWER SQUADRON 2002 (TMD)
 BK1406'RECOVERED IN GOOD CONDITION.
 BK1406
 BK1406                          STATION RECOVERY (2004)
 BK1406
 BK1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK1406'IN LAKE CHARLES, FROM THE INTERSECTION LA 14 AND US 90 GO WEST ON US
 BK1406'90 FOR 0.4 MI. TO THE  MARK ON THE LEFT AT THE END OF A 6 FT CHAIN
 BK1406'LINK FENCE AT THE WEST ENTRANCE TO THE  DEPARTMENT OF HEALTH AND
 BK1406'HOSPITALS REGION V AT 2300 BROAD ST., 27 FT W OF THE  CENTERLINE OF
 BK1406'THE DRIVEWAY,41.0 FEET S OF THE CENTERLINE OF US 90, 1.6 FEET W OF A
 BK1406'WITNESS  POST, 3.7 FEET W  OF THE END OF THE FENCE.
 BK1406
 BK1406                          STATION RECOVERY (2005)
 BK1406
 BK1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2285 ***********************************************************************
 BJ2285  DESIGNATION -  R 217
 BJ2285  PID         -  BJ2285
 BJ2285  STATE/COUNTY-  LA/IBERVILLE
 BJ2285  USGS QUAD   -  COW BAYOU (1992)
 BJ2285
 BJ2285                         *CURRENT SURVEY CONTROL
 BJ2285  ___________________________________________________________________
 BJ2285* NAD 83(1986)-  30 22 30.     (N)    091 36 40.     (W)     SCALED    
 BJ2285* NAVD 88     -         5.89   (+/-2cm)      19.3    (feet)  VERTCON   
 BJ2285  ___________________________________________________________________
 BJ2285  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2285
 BJ2285  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2285
 BJ2285.The horizontal coordinates were scaled from a topographic map and have
 BJ2285.an estimated accuracy of +/- 6 seconds.
 BJ2285
 BJ2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2285.The vertical order pertains to the NGVD 29 superseded value.
 BJ2285
 BJ2285.The geoid height was determined by GEOID03.
 BJ2285
 BJ2285;                    North         East    Units  Estimated Accuracy
 BJ2285;SPC LA S     -   207,870.      973,300.      MT  (+/- 180 meters Scaled)
 BJ2285
 BJ2285                          SUPERSEDED SURVEY CONTROL
 BJ2285
 BJ2285  NGVD 29 (??/??/??)    5.905  (m)           19.37   (f) ADJUSTED    1 2
 BJ2285
 BJ2285.Superseded values are not recommended for survey control.
 BJ2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2285.See file dsdata.txt to determine how the superseded data were derived.
 BJ2285
 BJ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP334611(NAD 83)
 BJ2285_MARKER: DB = BENCH MARK DISK
 BJ2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2285_STAMPING: R 217 1965
 BJ2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2285+STABILITY: SURFACE MOTION
 BJ2285
 BJ2285  HISTORY     - Date     Condition        Report By
 BJ2285  HISTORY     - 1965     MONUMENTED       CGS
 BJ2285  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ2285
 BJ2285                          STATION DESCRIPTION
 BJ2285
 BJ2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2285'6.45 MI W FROM RAMAH.
 BJ2285'ABOUT 6.45 MILES WEST ALONG A SHELL ROAD AND DOUBLE ROW OF POWER POLES
 BJ2285'FROM THE DISOTELLS GROCERY STORE AT RAMAH, 0.5 MILE WEST OF A WOODEN
 BJ2285'AND STEEL BRIDGE OVER THE BAYOU DES GLAISES, 85 FEET SOUTHWEST OF THE
 BJ2285'MOST SOUTHWESTERLY OF TWO HIGH VOLTAGE POWER LINE POLES NUMBERED 301
 BJ2285'AND 275, 78 FEET NORTH OF THE CENTER LINE OF SHELL ROAD, 2.5 FEET
 BJ2285'NORTH OF A CREOSOTED WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 BJ2285'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BJ2285
 BJ2285                          STATION RECOVERY (1990)
 BJ2285
 BJ2285'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ2285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2482 ***********************************************************************
 BJ2482  DESIGNATION -  R 218
 BJ2482  PID         -  BJ2482
 BJ2482  STATE/COUNTY-  LA/ST LANDRY
 BJ2482  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2482
 BJ2482                         *CURRENT SURVEY CONTROL
 BJ2482  ___________________________________________________________________
 BJ2482* NAD 83(1986)-  30 25 54.     (N)    091 43 09.     (W)     SCALED    
 BJ2482* NAVD 88     -         9.13   (+/-2cm)      30.0    (feet)  VERTCON   
 BJ2482  ___________________________________________________________________
 BJ2482  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2482
 BJ2482  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2482
 BJ2482.The horizontal coordinates were scaled from a topographic map and have
 BJ2482.an estimated accuracy of +/- 6 seconds.
 BJ2482
 BJ2482.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2482.The vertical order pertains to the NGVD 29 superseded value.
 BJ2482
 BJ2482.The geoid height was determined by GEOID03.
 BJ2482
 BJ2482;                    North         East    Units  Estimated Accuracy
 BJ2482;SPC LA S     -   214,180.      962,940.      MT  (+/- 180 meters Scaled)
 BJ2482
 BJ2482                          SUPERSEDED SURVEY CONTROL
 BJ2482
 BJ2482  NGVD 29 (??/??/??)    9.138  (m)           29.98   (f) ADJUSTED    1 2
 BJ2482
 BJ2482.Superseded values are not recommended for survey control.
 BJ2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2482.See file dsdata.txt to determine how the superseded data were derived.
 BJ2482
 BJ2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP230673(NAD 83)
 BJ2482_MARKER: DB = BENCH MARK DISK
 BJ2482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2482_STAMPING: R 218 1965
 BJ2482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2482
 BJ2482  HISTORY     - Date     Condition        Report By
 BJ2482  HISTORY     - 1965     MONUMENTED       CGS
 BJ2482
 BJ2482                          STATION DESCRIPTION
 BJ2482
 BJ2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2482'14.05 MI N FROM BUTTE LA ROSE.
 BJ2482'13.75 MILES NORTH ALONG A LEVEE AND A DIRT ROAD FROM THE BOAT LANDING
 BJ2482'AT BUTTE LA ROSE, THENCE 0.3 MILE NORTHEAST ALONG A PIPE LINE, OR
 BJ2482'ABOUT 1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2482'STATION AT KROTZ SPRINGS, THENCE 10.4 MILES SOUTH ALONG STATE ROAD
 BJ2482'975, THENCE 0.8 MILE SOUTHWEST ACROSS THE ATCHAFALAYA RIVER, IN
 BJ2482'FRACTIONAL SECTION 24, T 7 S, R 7 E, ABOUT 0.15 MILE SOUTHWEST OF THE
 BJ2482'SOUTHWEST BANK OF THE ATCHAFALAYA RIVER, 30 FEET NORTHWEST OF THE
 BJ2482'CENTER OF A CLEARING FOR A PIPE LINE, 31 FEET SOUTH OF A 15-INCH
 BJ2482'WILLOW TREE, 22.5 FEET EAST OF A 9-INCH CYPRESS TREE BEARING A WITNESS
 BJ2482'SHIELD AND A TRIANGULAR BLAZE, A DISK ON THE TOP OF A 3-INCH IRON PIPE
 BJ2482'PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1272 ***********************************************************************
 BH1272  DESIGNATION -  R 22
 BH1272  PID         -  BH1272
 BH1272  STATE/COUNTY-  LA/ST TAMMANY
 BH1272  USGS QUAD   -  HICKORY (1994)
 BH1272
 BH1272                         *CURRENT SURVEY CONTROL
 BH1272  ___________________________________________________________________
 BH1272* NAD 83(1986)-  30 29 16.     (N)    089 51 40.     (W)     SCALED    
 BH1272* NAVD 88     -        15.64   (+/-2cm)      51.3    (feet)  VERTCON   
 BH1272  ___________________________________________________________________
 BH1272  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BH1272
 BH1272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1272
 BH1272.The horizontal coordinates were scaled from a topographic map and have
 BH1272.an estimated accuracy of +/- 6 seconds.
 BH1272
 BH1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1272.The vertical order pertains to the NGVD 29 superseded value.
 BH1272
 BH1272.The geoid height was determined by GEOID03.
 BH1272
 BH1272;                    North         East    Units  Estimated Accuracy
 BH1272;SPC LA S     -   221,240.    1,141,340.      MT  (+/- 180 meters Scaled)
 BH1272
 BH1272                          SUPERSEDED SURVEY CONTROL
 BH1272
 BH1272  NGVD 29 (??/??/??)   15.700  (m)           51.51   (f) ADJUSTED    2 0
 BH1272
 BH1272.Superseded values are not recommended for survey control.
 BH1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1272.See file dsdata.txt to determine how the superseded data were derived.
 BH1272
 BH1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU253763(NAD 83)
 BH1272_MARKER: DB = BENCH MARK DISK
 BH1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1272_STAMPING: 55 R 22 1934
 BH1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1272+STABILITY: SURFACE MOTION
 BH1272
 BH1272  HISTORY     - Date     Condition        Report By
 BH1272  HISTORY     - 1934     MONUMENTED       CGS
 BH1272  HISTORY     - 1955     GOOD             CGS
 BH1272
 BH1272                          STATION DESCRIPTION
 BH1272
 BH1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1272'3.3 MI S FROM TALISHEEK.
 BH1272'3.3 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BH1272'TALISHEEK, ST. TAMMANY PARISH, 14 POLES NORTH OF A ROAD CROSSING, ONE
 BH1272'POLE NORTH OF MILEPOST 50, 95 FEET NORTH OF A VERY DIM ROAD CROSSING,
 BH1272'38 FEET EAST OF THE EAST RAIL, 7 FEET EAST OF A POLE, AND ABOUT 3 FEET
 BH1272'BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED 55 R 22 1934
 BH1272'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 BH1272'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0270 ***********************************************************************
 AT0270  DESIGNATION -  R 221
 AT0270  PID         -  AT0270
 AT0270  STATE/COUNTY-  LA/JEFFERSON
 AT0270  USGS QUAD   -  BARATARIA PASS (1993)
 AT0270
 AT0270                         *CURRENT SURVEY CONTROL
 AT0270  ___________________________________________________________________
 AT0270* NAD 83(1992)-  29 15 28.92685(N)    089 57 41.89523(W)     ADJUSTED  
 AT0270* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT0270  **This station is located in a subsidence area (see below).
 AT0270  ___________________________________________________________________
 AT0270  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT0270  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AT0270  DYNAMIC HT  -           1.5   (meters)       5.    (feet)  COMP
 AT0270  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 AT0270
 AT0270  HORZ ORDER  -  SECOND
 AT0270  VERT ORDER  -  FIRST     CLASS II (See Below)
 AT0270
 AT0270.The horizontal coordinates were established by classical geodetic methods
 AT0270.and adjusted by the National Geodetic Survey in January 1993..
 AT0270
 AT0270 ** The orthometric height has not been validated since last determined
 AT0270 ** by differential leveling and should not be used for control purposes.
 AT0270 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0270 ** area with valid NAVD 88 orthometric heights.
 AT0270 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0270 ** epoch indicated which incorporates improved geoid heights for the
 AT0270 ** Southern Louisiana Subsidence area.
 AT0270 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0270.The orthometric height was scaled from a topographic map.
 AT0270.The vertical order pertains to the NGVD 29 superseded value.
 AT0270
 AT0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0270
 AT0270.The geoid height was determined by GEOID03.
 AT0270
 AT0270.The dynamic height is computed by dividing the NAVD 88
 AT0270.geopotential number by the normal gravity value computed on the
 AT0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0270.degrees latitude (g = 980.6199 gals.).
 AT0270
 AT0270.The modeled gravity was interpolated from observed gravity values.
 AT0270
 AT0270;                    North         East     Units Scale Factor Converg.
 AT0270;SPC LA S     -    84,824.216 1,133,321.275   MT  1.00000915   +0 41 09.1
 AT0270;SPC LA S     -   278,294.12  3,718,238.22   sFT  1.00000915   +0 41 09.1
 AT0270;UTM  16      - 3,240,211.859   212,188.624   MT  1.00062228   -1 26 54.5
 AT0270;UTM  15      - 3,240,402.935   795,271.114   MT  1.00067597   +1 29 09.8
 AT0270
 AT0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0270!SPC LA S     -   1.00000353  x   1.00000915  =   1.00001268
 AT0270!UTM  16      -   1.00000353  x   1.00062228  =   1.00062581
 AT0270!UTM  15      -   1.00000353  x   1.00067597  =   1.00067950
 AT0270
 AT0270                          SUPERSEDED SURVEY CONTROL
 AT0270
 AT0270  NAD 83(1986)-  29 15 28.93993(N)    089 57 41.90484(W) AD(       ) 2
 AT0270  NAD 27      -  29 15 28.12034(N)    089 57 41.64536(W) AD(       ) 2
 AT0270  NGVD 29 (??/??/??)    1.451  (m)            4.76   (f) ADJUSTED    1 2
 AT0270
 AT0270.Superseded values are not recommended for survey control.
 AT0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0270.See file dsdata.txt to determine how the superseded data were derived.
 AT0270
 AT0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1218940212(NAD 83)
 AT0270_MARKER: DB = BENCH MARK DISK
 AT0270_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0270_SP_SET: COPPER-CLAD STEEL ROD
 AT0270_STAMPING: R 221 1965
 AT0270_MARK LOGO: CGS   
 AT0270_PROJECTION: FLUSH
 AT0270_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AT0270+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1993
 AT0270_ROD/PIPE-DEPTH: 29.3 meters
 AT0270
 AT0270  HISTORY     - Date     Condition        Report By
 AT0270  HISTORY     - 1965     MONUMENTED       CGS
 AT0270  HISTORY     - 1965     GOOD             CGS
 AT0270  HISTORY     - 1979     GOOD             NGS
 AT0270  HISTORY     - 1979     GOOD             NGS
 AT0270  HISTORY     - 1982     POOR             NGS
 AT0270  HISTORY     - 1982     POOR             NGS
 AT0270  HISTORY     - 19930223 GOOD             NGS
 AT0270
 AT0270                          STATION DESCRIPTION
 AT0270
 AT0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DDJ)
 AT0270'ABOUT 2.75 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE POST
 AT0270'OFFICE AT GRAND ISLE, 310 FEET NORTHEAST OF THE CENTER OF THE
 AT0270'JUNCTION OF STATE HIGHWAY 1 AND A SHELL ROAD LEADING TO THE
 AT0270'FREEPORT SULPHUR COMPANY OFFICE, 48 FEET SOUTHEAST OF THE CENTER
 AT0270'LINE OF THE SHELL ROAD, 9 FEET SOUTH OF THE SOUTH CORNER OF THE
 AT0270'CONCRETE FOOTING OF A MICRO WAVE TOWER, 10 FEET WEST OF THE SOUTH
 AT0270'CONCRETE LEG SUPPORTING A SMALL CONCRETE BUILDING, 1 FOOT
 AT0270'SOUTHWEST OF THE STEEL BANNISTER OF A STAIRWAY TO THE CONTROL
 AT0270'BUILDING.  ABOUT 1 FOOT ABOVE THE LEVEL OF THE SHELL ROAD, AND SET
 AT0270'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 AT0270'DEPTH OF 96 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 AT0270'PROJECTING 4 INCHES.
 AT0270'
 AT0270'LOCATED--2.75 MI NE FROM THE CITY OR TOWN OF--GRAND ISLE.
 AT0270
 AT0270                          STATION RECOVERY (1965)
 AT0270
 AT0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AT0270'2.75 MI NE FROM GRAND ISLE.
 AT0270'ABOUT 2.75 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 AT0270'AT GRAND ISLE, 310 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 AT0270'STATE HIGHWAY 1 AND A SHELL ROAD LEADING TO THE FREEPORT SULPHUR
 AT0270'COMPANY OFFFICE, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE SHELL
 AT0270'ROAD, 9 FEET SOUTH OF THE SOUTH CORNER OF THE CONCRETE FOOTING OF A
 AT0270'MICRO WAVE TOWER, 10 FEET WEST OF THE SOUTH CONCRETE LEG SUPPORTING A
 AT0270'SMALL CONCRETE BUILDING, 1 FOOT SOUTHWEST OF THE STEEL BANNISTER OF A
 AT0270'STAIRWAY TO THE CONTROL BUILDING, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AT0270'SHELL ROAD, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 AT0270'DRIVEN TO A DEPTH OF 96 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 AT0270'PROJECTING 4 INCHES.
 AT0270
 AT0270                          STATION RECOVERY (1979)
 AT0270
 AT0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AT0270'STATION RECOVERED GOOD.  ABOUT 1.3 MILES SOUTHEAST ALONG STATE
 AT0270'HIGHWAY 39 FROM THE HIGH SCHOOL AT WOODLAWN, SET ON THE NORTHEAST
 AT0270'SLOPE AND NEAR THE TOP OF THE LEVEE OF THE MISSISSIPPI RIVER, 0.2
 AT0270'MILE SOUTHEAST OF THE WILLS POINT BAR AND GROCERY STORE, 49 FEET
 AT0270'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 79 FEET SOUTHWEST OF
 AT0270'AND ACROSS HIGHWAY FROM A POWER LINE POLE WITH A BRACE POLE, 272
 AT0270'FEET NORTHWEST ALONG TOP OF LEVEE FROM THE EXTENDED CENTER
 AT0270'LINE OF A DRIVEWAY LEADING NORTHEAST TO A TWO-STORIED FRAME HOUSE,
 AT0270'10 FEET NORTHEAST OF THE CENTER LINE OF ROAD ON TOP OF LEVEE, SET
 AT0270'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE--MARK IS
 AT0270'LEANING TO THE NORTHEAST BUT IS SOLID.
 AT0270
 AT0270                          STATION RECOVERY (1979)
 AT0270
 AT0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AT0270'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE HIGH SCHOOL
 AT0270'AT WOODLAWN, SET ON THE NORTHEAST SLOPE AND NEAR THE TOP OF THE LEVEE
 AT0270'OF THE MISSISSIPPI RIVER, 0.2 MILE SOUTHEAST OF THE WILLS POINT BAR
 AT0270'AND GROCERY STORE, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AT0270'HIGHWAY, 79 FEET SOUTHWEST OF AND ACROSS HIGHWAY FROM A POWER LINE
 AT0270'POLE WITH A BRACE POLE, 272 FEET NORTHWEST ALONG TOP OF LEVEE FROM
 AT0270'THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING NORTHEAST TO A
 AT0270'TWO-STORIED FRAME HOUSE, 10 FEET NORTHEAST OF THE CENTER LINE OF ROAD
 AT0270'ON TOP OF LEVEE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AT0270'GROUND. NOTE: MARK IS LEANING TO THE NORTHEAST BUT IS SOLID.
 AT0270
 AT0270                          STATION RECOVERY (1982)
 AT0270
 AT0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (LHW)
 AT0270'STATION RECOVERED POOR.  FOUND AS DESCRIBED, THIS MARK WAS FOUND IN
 AT0270'VERY POOR CONDITION.
 AT0270
 AT0270                          STATION RECOVERY (1982)
 AT0270
 AT0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AT0270'FOUND AS DESCRIBED, THIS MARK WAS FOUND IN VERY POOR CONDITION,
 AT0270
 AT0270                          STATION RECOVERY (1993)
 AT0270
 AT0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AT0270'4.3 KM (2.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 AT0270'OFFICE IN GRAND ISLE, THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG A
 AT0270'ROAD LEADING TO THE FREEPORT SULPHUR COMPANY, 18.4 M (60.4 FT)
 AT0270'NORTHWEST OF TRIANGULATION STATION GAULT, 15.1 M (49.5 FT) SOUTHEAST
 AT0270'OF AND LEVEL WITH THE CENTER OF THE ROAD, 3.1 M (10.2 FT) WEST OF THE
 AT0270'SOUTH FOOTING FOR A BUILDING, 2.6 M (8.5 FT) SOUTH OF THE SOUTH LEG
 AT0270'OF A RADIO TOWER, AND 1.0 M (3.3 FT) SOUTHEAST OF THE BOTTOM STEP OF
 AT0270'THE BUILDING.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND
 AT0270'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  THE DISK IS BENT
 AT0270'UP ON THE NORTH SIDE, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1415 ***********************************************************************
 AU1415  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1415  DESIGNATION -  R 227
 AU1415  PID         -  AU1415
 AU1415  STATE/COUNTY-  LA/TERREBONNE
 AU1415  USGS QUAD   -  HUMPHREYS (1980)
 AU1415
 AU1415                         *CURRENT SURVEY CONTROL
 AU1415  ___________________________________________________________________
 AU1415* NAD 83(1992)-  29 36 20.32925(N)    090 50 19.71450(W)     ADJUSTED  
 AU1415* NAVD 88     -         1.47 **(meters)       4.8  **(feet)  GPS OBS(2004.65)
 AU1415  **This station is located in a subsidence area (see below).
 AU1415  ___________________________________________________________________
 AU1415  EPOCH DATE  -        2004.65
 AU1415  X           -     -81,248.485 (meters)                     COMP
 AU1415  Y           -  -5,549,367.536 (meters)                     COMP
 AU1415  Z           -   3,132,429.869 (meters)                     COMP
 AU1415  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU1415  ELLIP HEIGHT-         -23.86  (meters)          (06/22/05) GPS OBS
 AU1415  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AU1415  DYNAMIC HT  -           1.47  (meters)       4.8   (feet)  COMP
 AU1415  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 AU1415
 AU1415  HORZ ORDER  -  B
 AU1415  VERT ORDER  -  THIRD (See Below)
 AU1415  ELLP ORDER  -  FOURTH    CLASS I
 AU1415
 AU1415.The horizontal coordinates were established by GPS observations
 AU1415.and adjusted by the National Geodetic Survey in June 2005..
 AU1415.The horizontal coordinates are valid at the epoch date displayed above.
 AU1415.The epoch date for horizontal control is a decimal equivalence
 AU1415.of Year/Month/Day.
 AU1415
 AU1415 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1415 ** and geoid heights are valid at the date of observation. These heights
 AU1415 ** must always be validated when used as control.
 AU1415 ** The orthometric height was determined by GPS observations using
 AU1415 ** precise GPS observation and processing techniques and a new
 AU1415 ** realization of GEOID03. It supersedes the leveled height previously
 AU1415 ** determined for this station.
 AU1415 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1415 ** epoch indicated which incorporates improved geoid heights for the
 AU1415 ** Southern Louisiana Subsidence area.
 AU1415 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1415.The orthometric height was determined by GPS observations and a
 AU1415.high-resolution geoid model using precise GPS observation and
 AU1415.processing techniques. It supersedes the leveled height previously
 AU1415.determined for this station.
 AU1415.WARNING-GPS observations at this control monument resulted in a GPS
 AU1415.derived orthometric height which differed from the leveled height by
 AU1415.more than one decimeter (0.1 meter).
 AU1415.The vertical order pertains to the first NAVD 88 superseded value.
 AU1415
 AU1415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1415
 AU1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1415
 AU1415.The ellipsoidal height was determined by GPS observations
 AU1415.and is referenced to NAD 83.
 AU1415
 AU1415.The geoid height was determined by GEOID03.
 AU1415
 AU1415.The dynamic height is computed by dividing the NAVD 88
 AU1415.geopotential number by the normal gravity value computed on the
 AU1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1415.degrees latitude (g = 980.6199 gals.).
 AU1415
 AU1415.The modeled gravity was interpolated from observed gravity values.
 AU1415
 AU1415;                    North         East     Units Scale Factor Converg.
 AU1415;SPC LA S     -   122,658.988 1,047,899.706   MT  0.99994938   +0 14 50.2
 AU1415;SPC LA S     -   402,423.70  3,437,984.29   sFT  0.99994938   +0 14 50.2
 AU1415;UTM  15      - 3,277,039.733   709,286.593   MT  1.00014047   +1 04 05.1
 AU1415
 AU1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1415!SPC LA S     -   1.00000375  x   0.99994938  =   0.99995313
 AU1415!UTM  15      -   1.00000375  x   1.00014047  =   1.00014422
 AU1415
 AU1415                          SUPERSEDED SURVEY CONTROL
 AU1415
 AU1415  ELLIP H (02/21/02)  -23.73   (m)                       GP(       ) 5 1
 AU1415  NAD 83(1992)-  29 36 20.33028(N)    090 50 19.71348(W) AD(       ) 1
 AU1415  ELLIP H (12/17/98)  -23.70   (m)                       GP(       ) 4 2
 AU1415  NAVD 88 (02/14/94)    1.739  (m)            5.71   (f) ADJUSTED    1 2
 AU1415  NAVD 88 (06/15/91)    1.912  (m)            6.27   (f) UNKNOWN     1 2
 AU1415  NGVD 29 (??/??/??)    1.949  (m)            6.39   (f) ADJUSTED    1 2
 AU1415
 AU1415.Superseded values are not recommended for survey control.
 AU1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1415.See file dsdata.txt to determine how the superseded data were derived.
 AU1415
 AU1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0928777040(NAD 83)
 AU1415_MARKER: DB = BENCH MARK DISK
 AU1415_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1415_SP_SET: COPPER-CLAD STEEL ROD
 AU1415_STAMPING: R 227 1965
 AU1415_MARK LOGO: CGS   
 AU1415_PROJECTION: PROJECTING 15 CENTIMETERS
 AU1415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1415+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 AU1415_ROD/PIPE-DEPTH: 26.8 meters
 AU1415
 AU1415  HISTORY     - Date     Condition        Report By
 AU1415  HISTORY     - 1965     MONUMENTED       CGS
 AU1415  HISTORY     - 1982     GOOD             NGS
 AU1415  HISTORY     - 19930303 GOOD             NGS
 AU1415  HISTORY     - 19950103 GOOD             MPHI
 AU1415  HISTORY     - 20040413 GOOD             NGS
 AU1415  HISTORY     - 20051012 GOOD             NGS
 AU1415  HISTORY     - 20060328 GOOD             NGS
 AU1415
 AU1415                          STATION DESCRIPTION
 AU1415
 AU1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1415'11.2 MI W FROM HOUMA.
 AU1415'0.2 MILE EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1415'THENCE 11.0 MILES WEST ALONG U.S. HIGHWAY 90, IN SECTION 46 T 17 S, R
 AU1415'16 E, ABOUT 77 YARDS NORTHWEST OF A BRICK HOUSE, 69 FEET SOUTHWEST OF
 AU1415'THE CENTER LINE OF THE HIGHWAY, 105 FEET NORTHEAST OF A LARGE HOUSE
 AU1415'NOW OWNED BY MR. HERBERT COX, 63 FEET SOUTHEAST OF A 38-INCH OAK TREE
 AU1415'WHICH IS THE MOST NORTHEASTERLY OF 3 LARGE TREES, 37 FEET SOUTH OF A
 AU1415'FENCE CORNER, 1 FOOT WEST OF THE FENCE, ABOUT 2 FEET BELOW THE LEVEL
 AU1415'OF THE HIGHWAY, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AU1415'THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED IN A 5-INCH CAST
 AU1415'IRON PIPE WHICH PROJECTS 6 INCHES.
 AU1415
 AU1415                          STATION RECOVERY (1982)
 AU1415
 AU1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1415'THE MARK IS 0.61 M BELOW HIGHWAY.
 AU1415'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  20.2 KILOMETERS
 AU1415'(12.55 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHEAST END
 AU1415'OF THE HIGHWAY BRIDGE OVER BAYOU BLACK IN GIBSON, TO THE MARK ON THE
 AU1415'RIGHT, ON THE NORTHWEST SIDE OF A SHELL ENTRANCE DRIVE FOR A BRICK
 AU1415'HOUSE, BOX NUMBER 448D, 21.63 METERS (69.0 FEET) SOUTHWEST OF THE
 AU1415'CENTER LINE OF THE HIGHWAY, 15.08 METERS (49.5 FEET) SOUTHEAST OF A
 AU1415'WATER METER NUMBER 7524810, 13.41 METERS (44.0 FEET) NORTHWEST OF THE
 AU1415'CENTER OF THE SHELL DRIVEWAY, 3.35 METERS (11.0 FEET) WEST-NORTHWEST
 AU1415'OF A GAS METER NUMBER 836704.
 AU1415'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AU1415
 AU1415                          STATION RECOVERY (1993)
 AU1415
 AU1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1415'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE
 AU1415'IN HOUMA, THENCE 16.8 KM (10.45 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY
 AU1415'90, 21.0 M (68.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.0
 AU1415'M (49.2 FT) EAST-SOUTHEAST OF A WATER METER, 5.2 M (17.1 FT)
 AU1415'NORTH-NORTHEAST OF A WITNESS POST, 3.4 M (11.2 FT) WEST-NORTHWEST OF
 AU1415'THE CENTER OF AN ENTRANCE ROAD LEADING TO KELLY OIL CORPORATION
 AU1415'HERBERT COX NUMBER 1, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AU1415'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND IS
 AU1415'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AU1415
 AU1415                          STATION RECOVERY (1995)
 AU1415
 AU1415'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1415'RECOVERED AS DESCRIBED.
 AU1415
 AU1415                          STATION RECOVERY (2004)
 AU1415
 AU1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1415'RECOVERED AS DESCRIBED
 AU1415
 AU1415                          STATION RECOVERY (2005)
 AU1415
 AU1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AU1415'RECOVERED AS DESCRIBED.
 AU1415
 AU1415                          STATION RECOVERY (2006)
 AU1415
 AU1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU1415'RECOVERED IN GOOD CONDITION.  ADD--5.1 METERS NORTH OF WITNESS POST,
 AU1415'AND 0.6 METER SOUTH OF GPS ANCHOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2236 ***********************************************************************
 CP2236  DESIGNATION -  R 23
 CP2236  PID         -  CP2236
 CP2236  STATE/COUNTY-  LA/MOREHOUSE
 CP2236  USGS QUAD   -  BASTROP (1994)
 CP2236
 CP2236                         *CURRENT SURVEY CONTROL
 CP2236  ___________________________________________________________________
 CP2236* NAD 83(1986)-  32 47 40.     (N)    091 54 34.     (W)     SCALED    
 CP2236* NAVD 88     -        37.950  (meters)     124.51   (feet)  ADJUSTED  
 CP2236  ___________________________________________________________________
 CP2236  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP2236  DYNAMIC HT  -          37.909 (meters)     124.37  (feet)  COMP
 CP2236  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 CP2236
 CP2236  VERT ORDER  -  SECOND    CLASS 0
 CP2236
 CP2236.The horizontal coordinates were scaled from a topographic map and have
 CP2236.an estimated accuracy of +/- 6 seconds.
 CP2236
 CP2236.The orthometric height was determined by differential leveling
 CP2236.and adjusted by the National Geodetic Survey in June 1991..
 CP2236
 CP2236.The geoid height was determined by GEOID03.
 CP2236
 CP2236.The dynamic height is computed by dividing the NAVD 88
 CP2236.geopotential number by the normal gravity value computed on the
 CP2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2236.degrees latitude (g = 980.6199 gals.).
 CP2236
 CP2236.The modeled gravity was interpolated from observed gravity values.
 CP2236
 CP2236;                    North         East    Units  Estimated Accuracy
 CP2236;SPC LA N     -   254,560.    1,055,320.      MT  (+/- 180 meters Scaled)
 CP2236
 CP2236                          SUPERSEDED SURVEY CONTROL
 CP2236
 CP2236  NGVD 29 (??/??/92)   38.03   (m)          124.8    (f) COMPUTED    2 0
 CP2236
 CP2236.Superseded values are not recommended for survey control.
 CP2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2236.See file dsdata.txt to determine how the superseded data were derived.
 CP2236
 CP2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS021290(NAD 83)
 CP2236_MARKER: DB = BENCH MARK DISK
 CP2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2236_STAMPING: R 23 1935
 CP2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2236+STABILITY: SURFACE MOTION
 CP2236
 CP2236  HISTORY     - Date     Condition        Report By
 CP2236  HISTORY     - 1935     MONUMENTED       CGS
 CP2236  HISTORY     - 1943     GOOD             NGS
 CP2236
 CP2236                          STATION DESCRIPTION
 CP2236
 CP2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CP2236'1.5 MI N FROM BASTROP.
 CP2236'1.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 CP2236'AT BASTROP, MOREHOUSE PARISH, AT THE CROSSING OF STATE HIGHWAY 204,
 CP2236'49.8 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 37 FEET NORTHWEST
 CP2236'OF THE CENTERLINE OF THE HIGHWAY, 34.5 FEET NORTHEAST OF A BLOCK
 CP2236'SIGNAL RELAY, 18.4 FEET NORTH OF A POLE, 7.2 FEET WEST OF A
 CP2236'POWER-TRANSMISSION LINE POLE, AND ABOUT 5.5 FEET HIGHER THAN THE
 CP2236'TRACK.  A STANDARD DISK, STAMPED R 23 1935 AND SET IN THE TOP OF A
 CP2236'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0029 ***********************************************************************
 BX0029  DESIGNATION -  R 230
 BX0029  PID         -  BX0029
 BX0029  STATE/COUNTY-  LA/GRANT
 BX0029  USGS QUAD   -  POLLOCK (1985)
 BX0029
 BX0029                         *CURRENT SURVEY CONTROL
 BX0029  ___________________________________________________________________
 BX0029* NAD 83(1986)-  31 36 05.     (N)    092 25 15.     (W)     SCALED    
 BX0029* NAVD 88     -        62.67   (+/-2cm)     205.6    (feet)  VERTCON   
 BX0029  ___________________________________________________________________
 BX0029  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX0029
 BX0029  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0029
 BX0029.The horizontal coordinates were scaled from a topographic map and have
 BX0029.an estimated accuracy of +/- 6 seconds.
 BX0029
 BX0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0029.The vertical order pertains to the NGVD 29 superseded value.
 BX0029
 BX0029.The geoid height was determined by GEOID03.
 BX0029
 BX0029;                    North         East    Units  Estimated Accuracy
 BX0029;SPC LA N     -   122,120.    1,007,510.      MT  (+/- 180 meters Scaled)
 BX0029
 BX0029                          SUPERSEDED SURVEY CONTROL
 BX0029
 BX0029  NGVD 29 (??/??/??)   62.665  (m)          205.59   (f) ADJUSTED    1 2
 BX0029
 BX0029.Superseded values are not recommended for survey control.
 BX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0029.See file dsdata.txt to determine how the superseded data were derived.
 BX0029
 BX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ549964(NAD 83)
 BX0029_MARKER: DB = BENCH MARK DISK
 BX0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0029_STAMPING: R 230 1965
 BX0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0029+STABILITY: SURFACE MOTION
 BX0029
 BX0029  HISTORY     - Date     Condition        Report By
 BX0029  HISTORY     - 1965     MONUMENTED       CGS
 BX0029  HISTORY     - 1966     GOOD             CGS
 BX0029  HISTORY     - 1979     GOOD             LADTD
 BX0029  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0029
 BX0029                          STATION DESCRIPTION
 BX0029
 BX0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0029'6.35 MI N FROM POLLOCK.
 BX0029'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0029'POLLOCK, THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0029'12, T 7 N, R 1 W, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 BX0029'165, AT THE ANTONIA FIRE LOOKOUT TOWER, NEAR THE CENTER OF THE TOWER,
 BX0029'192 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 77 FEET WEST OF THE
 BX0029'WEST CORNER OF THE GRANT PARISH FOREST FIRE STATION, ABOUT 20 FEET
 BX0029'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0029'PROJECTING 5 INCHES.
 BX0029
 BX0029                          STATION RECOVERY (1979)
 BX0029
 BX0029'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BX0029'A NEW DESCRIPTION FOLLOWS--THE STATION MARK IS LOCATED ABOUT 5.3
 BX0029'MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE JUNCTION OF U.S. HIGHWAY
 BX0029'165 AND STATE HIGHWAY 8 IN POLLOCK. TO REACH THE STATION FROM THE
 BX0029'JUNCTION OF U.S. HIGHWAY 165 AND STATE HIGHWAY 8 IN POLLOCK, DRIVE
 BX0029'NORTH ALONG U.S. HIGHWAY 165 FOR 5.3 MILES TO A FIRE TOWER AND THE
 BX0029'MARK SET ON THE LEFT AND WEST OF THE HIGHWAY. THE MARK IS A STANDARD
 BX0029'USC AND GS DISK SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 BX0029'GROUND. THE MARK IS SET UNDER A FIRE TOWER, 192 FEET WEST OF THE
 BX0029'CENTER OF THE HIGHWAY, 77 FEET WEST OF THE WEST CORNER OF THE GRANT
 BX0029'PARISH FOREST FIRE STATION, 17 FEET NORTHWEST OF THE CONCRETE BASE
 BX0029'FOR THE SOUTHEAST LEG OF THE FIRE TOWER, 17 FEET SOUTHWEST OF THE
 BX0029'NORTHEAST LEG BASE FOR THE FIRE TOWER, 14 FEET SOUTHEAST OF THE
 BX0029'CONCRETE BASE FOR THE NORTHWEST LEG OF THE FIRE TOWER AND 5 FEET
 BX0029'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK SHED UNDER THE
 BX0029'FIRE TOWER.
 BX0029
 BX0029                          STATION RECOVERY (1981)
 BX0029
 BX0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0112 ***********************************************************************
 BX0112  DESIGNATION -  R 232
 BX0112  PID         -  BX0112
 BX0112  STATE/COUNTY-  LA/CALDWELL
 BX0112  USGS QUAD   -  OLLA EAST (1984)
 BX0112
 BX0112                         *CURRENT SURVEY CONTROL
 BX0112  ___________________________________________________________________
 BX0112* NAD 83(1986)-  31 58 10.     (N)    092 10 41.     (W)     SCALED    
 BX0112* NAVD 88     -        42.40   (+/-2cm)     139.1    (feet)  VERTCON   
 BX0112  ___________________________________________________________________
 BX0112  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0112
 BX0112  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0112
 BX0112.The horizontal coordinates were scaled from a topographic map and have
 BX0112.an estimated accuracy of +/- 6 seconds.
 BX0112
 BX0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0112.The vertical order pertains to the NGVD 29 superseded value.
 BX0112
 BX0112.The geoid height was determined by GEOID03.
 BX0112
 BX0112;                    North         East    Units  Estimated Accuracy
 BX0112;SPC LA N     -   162,970.    1,030,430.      MT  (+/- 180 meters Scaled)
 BX0112
 BX0112                          SUPERSEDED SURVEY CONTROL
 BX0112
 BX0112  NGVD 29 (??/??/??)   42.409  (m)          139.14   (f) ADJUSTED    1 2
 BX0112
 BX0112.Superseded values are not recommended for survey control.
 BX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0112.See file dsdata.txt to determine how the superseded data were derived.
 BX0112
 BX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR776373(NAD 83)
 BX0112_MARKER: DB = BENCH MARK DISK
 BX0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0112_SP_SET: 32 FEET
 BX0112_STAMPING: R 232 1965
 BX0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0112
 BX0112  HISTORY     - Date     Condition        Report By
 BX0112  HISTORY     - 1965     MONUMENTED       CGS
 BX0112  HISTORY     - 1976     POOR             LADTD
 BX0112  HISTORY     - 1981     POOR             USGS
 BX0112
 BX0112                          STATION DESCRIPTION
 BX0112
 BX0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0112'0.8 MI S FROM KELLY.
 BX0112'ABOUT 0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BX0112'OFFICE AT KELLY, IN SECTION 5, T 12 N, R 3 E, 4 1/3 RAILS SOUTH OF THE
 BX0112'CROSSING OF A GRAVELED ROAD, 46 FEET EAST OF THE EAST RAIL OF THE MAIN
 BX0112'TRACK, 38 FEET NORTHEAST OF THE SECOND POLE NORTH OF MILEPOST 542/10,
 BX0112'30.0 FEET SOUTH OF A 10-INCH OAK TREE BEARING A WITNESS SHIELD, 2 FEET
 BX0112'WEST OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON
 BX0112'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 BX0112'32 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 7
 BX0112'INCHES.  NOTE-- MARK IS BADLY DAMAGED.
 BX0112
 BX0112                          STATION RECOVERY (1976)
 BX0112
 BX0112'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 BX0112'MARK RECOVERED IN POOR CONDITION.
 BX0112
 BX0112                          STATION RECOVERY (1981)
 BX0112
 BX0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0112'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0208 ***********************************************************************
 BJ0208  DESIGNATION -  R 234
 BJ0208  PID         -  BJ0208
 BJ0208  STATE/COUNTY-  LA/ST LANDRY
 BJ0208  USGS QUAD   -  MELVILLE (1994)
 BJ0208
 BJ0208                         *CURRENT SURVEY CONTROL
 BJ0208  ___________________________________________________________________
 BJ0208* NAD 83(1986)-  30 41 28.     (N)    091 44 17.     (W)     SCALED    
 BJ0208* NAVD 88     -        16.360  (meters)      53.67   (feet)  ADJUSTED  
 BJ0208  ___________________________________________________________________
 BJ0208  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0208  DYNAMIC HT  -          16.339 (meters)      53.61  (feet)  COMP
 BJ0208  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 BJ0208
 BJ0208  VERT ORDER  -  FIRST     CLASS I
 BJ0208
 BJ0208.The horizontal coordinates were scaled from a topographic map and have
 BJ0208.an estimated accuracy of +/- 6 seconds.
 BJ0208
 BJ0208.The orthometric height was determined by differential leveling
 BJ0208.and adjusted by the National Geodetic Survey in February 1994..
 BJ0208
 BJ0208.The geoid height was determined by GEOID03.
 BJ0208
 BJ0208.The dynamic height is computed by dividing the NAVD 88
 BJ0208.geopotential number by the normal gravity value computed on the
 BJ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0208.degrees latitude (g = 980.6199 gals.).
 BJ0208
 BJ0208.The modeled gravity was interpolated from observed gravity values.
 BJ0208
 BJ0208;                    North         East    Units  Estimated Accuracy
 BJ0208;SPC LA S     -   242,950.      961,220.      MT  (+/- 180 meters Scaled)
 BJ0208
 BJ0208                          SUPERSEDED SURVEY CONTROL
 BJ0208
 BJ0208  NAVD 88 (06/15/91)   16.400  (m)           53.81   (f) UNKNOWN     1 1
 BJ0208  NGVD 29 (??/??/??)   16.364  (m)           53.69   (f) ADJUSTED    1 1
 BJ0208
 BJ0208.Superseded values are not recommended for survey control.
 BJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0208.See file dsdata.txt to determine how the superseded data were derived.
 BJ0208
 BJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP208960(NAD 83)
 BJ0208_MARKER: DB = BENCH MARK DISK
 BJ0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0208_SP_SET: ABUTMENT
 BJ0208_STAMPING: R 234 1966
 BJ0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0208
 BJ0208  HISTORY     - Date     Condition        Report By
 BJ0208  HISTORY     - 1966     MONUMENTED       CGS
 BJ0208  HISTORY     - 1976     GOOD             NGS
 BJ0208
 BJ0208                          STATION DESCRIPTION
 BJ0208
 BJ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0208'0.2 MI E FROM MELVILLE.
 BJ0208'ABOUT 0.2 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ0208'STATION AT MELVILLE, SET IN THE TOP OF THE NORTH END OF THE WEST
 BJ0208'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER THE ATCHAFALAYA RIVER,
 BJ0208'6.8 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT BELOW THE TOP OF
 BJ0208'THE TRACK.
 BJ0208
 BJ0208                          STATION RECOVERY (1976)
 BJ0208
 BJ0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0208'IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE TEXAS AND PACIFIC
 BJ0208'RAILROAD BRIDGE OVER THE ATCHAFALAYA RIVER, 6.8 FT NORTH OF NORTH RAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0603 ***********************************************************************
 BX0603  DESIGNATION -  R 235
 BX0603  PID         -  BX0603
 BX0603  STATE/COUNTY-  LA/RAPIDES
 BX0603  USGS QUAD   -  LIBUSE (1993)
 BX0603
 BX0603                         *CURRENT SURVEY CONTROL
 BX0603  ___________________________________________________________________
 BX0603* NAD 83(1986)-  31 20 12.     (N)    092 22 24.     (W)     SCALED    
 BX0603* NAVD 88     -        48.82   (+/-2cm)     160.2    (feet)  VERTCON   
 BX0603  ___________________________________________________________________
 BX0603  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX0603
 BX0603  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0603
 BX0603.The horizontal coordinates were scaled from a topographic map and have
 BX0603.an estimated accuracy of +/- 6 seconds.
 BX0603
 BX0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0603.The vertical order pertains to the NGVD 29 superseded value.
 BX0603
 BX0603.The geoid height was determined by GEOID03.
 BX0603
 BX0603;                    North         East    Units  Estimated Accuracy
 BX0603;SPC LA N     -    92,770.    1,012,050.      MT  (+/- 180 meters Scaled)
 BX0603
 BX0603                          SUPERSEDED SURVEY CONTROL
 BX0603
 BX0603  NGVD 29 (??/??/??)   48.800  (m)          160.10   (f) ADJUSTED    1 2
 BX0603
 BX0603.Superseded values are not recommended for survey control.
 BX0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0603.See file dsdata.txt to determine how the superseded data were derived.
 BX0603
 BX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ596670(NAD 83)
 BX0603_MARKER: DB = BENCH MARK DISK
 BX0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0603_STAMPING: R 235 1966
 BX0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0603+STABILITY: SURFACE MOTION
 BX0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0603+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 BX0603
 BX0603  HISTORY     - Date     Condition        Report By
 BX0603  HISTORY     - 1966     MONUMENTED       CGS
 BX0603  HISTORY     - 19990424 GOOD             USPSQD
 BX0603  HISTORY     - 20010401 GOOD             LANDSO
 BX0603
 BX0603                          STATION DESCRIPTION
 BX0603
 BX0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0603'2.7 MI SW FROM LIBUSE.
 BX0603'ABOUT 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0603'AT LIBUSE, OR ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 165
 BX0603'BUSINESS ROUTE FROM THE POST OFFICE AT PINEVILLE THENCE 3.85 MILES
 BX0603'NORTHEAST ALONG STATE HIGHWAY 28, IN SECTION 9, T 4 N, R 2 W, AT A
 BX0603'JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 99 FEET SOUTH OF THE
 BX0603'CENTER LINE OF THE HIGHWAY 54 FEET EAST OF THE CENTER LINE OF THE
 BX0603'GRAVELED ROAD, 73 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BX0603'PORCH ON A FRAME HOUSE, 75 FEET EAST AND ACROSS A GRAVELED ROAD FROM A
 BX0603'POWER POLE, 37 FEET NORTH OF AN 18-INCH OAK TREE, 1 FOOT WEST OF A
 BX0603'FENCE AROUND A YARD, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5
 BX0603'1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BX0603'POST PROJECTING 7 INCHES.
 BX0603
 BX0603                          STATION RECOVERY (1999)
 BX0603
 BX0603'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0603'RECOVERED IN GOOD CONDITION.
 BX0603
 BX0603                          STATION RECOVERY (2001)
 BX0603
 BX0603'RECOVERY NOTE BY LANDSOURCE INC 2001 (CA)
 BX0603'99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY 54 FEET EAST OF THE
 BX0603'CENTER LINE OF FROST ROAD 3 FEET SOUTH EAST FO A METAL WITNESS POST 1
 BX0603'FOOT SOUTH EAST OF A 24IN PINE TREE. NOTE GRAVEL ROAD HAS BEEN PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1635 ***********************************************************************
 BW1635  DESIGNATION -  R 236
 BW1635  PID         -  BW1635
 BW1635  STATE/COUNTY-  LA/CATAHOULA
 BW1635  USGS QUAD   -  WALTERS (1995)
 BW1635
 BW1635                         *CURRENT SURVEY CONTROL
 BW1635  ___________________________________________________________________
 BW1635* NAD 83(1986)-  31 33 20.     (N)    091 59 29.     (W)     SCALED    
 BW1635* NAVD 88     -        16.77   (+/-2cm)      55.0    (feet)  VERTCON   
 BW1635  ___________________________________________________________________
 BW1635  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1635
 BW1635  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1635
 BW1635.The horizontal coordinates were scaled from a topographic map and have
 BW1635.an estimated accuracy of +/- 6 seconds.
 BW1635
 BW1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1635.The vertical order pertains to the NGVD 29 superseded value.
 BW1635
 BW1635.The geoid height was determined by GEOID03.
 BW1635
 BW1635;                    North         East    Units  Estimated Accuracy
 BW1635;SPC LA N     -   117,150.    1,048,290.      MT  (+/- 180 meters Scaled)
 BW1635
 BW1635                          SUPERSEDED SURVEY CONTROL
 BW1635
 BW1635  NGVD 29 (??/??/92)   16.755  (m)           54.97   (f) ADJ UNCH    1 2
 BW1635
 BW1635.Superseded values are not recommended for survey control.
 BW1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1635.See file dsdata.txt to determine how the superseded data were derived.
 BW1635
 BW1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ957916(NAD 83)
 BW1635_MARKER: DB = BENCH MARK DISK
 BW1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1635_SP_SET: CULVERT
 BW1635_STAMPING: R 236 1966
 BW1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1635
 BW1635  HISTORY     - Date     Condition        Report By
 BW1635  HISTORY     - 1966     MONUMENTED       CGS
 BW1635
 BW1635                          STATION DESCRIPTION
 BW1635
 BW1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1635'12.4 MI SW FROM JONESVILLE.
 BW1635'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1635'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1635'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BW1635'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 1.8 MILES SOUTHWEST ALONG
 BW1635'STATE HIGHWAY 28, IN SECTION 29, T 7 N, R 5 E, ON THE INSIDE OF A LONG
 BW1635'CURVE IN THE HIGHWAY, ABOUT 67 YARDS NORTH OF AND ACROSS THE HIGHWAY
 BW1635'FROM A BRICK HOUSE, 46 FEET NORTHWEST OF THE CENTER LINE OF THE
 BW1635'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEAD
 BW1635'WALL OF A SINGLE CHANNELED CONCRETE CULVERT THAT WAS BUILT IN 1961,
 BW1635'AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0884 ***********************************************************************
 BX0884  DESIGNATION -  R 237
 BX0884  PID         -  BX0884
 BX0884  STATE/COUNTY-  LA/RAPIDES
 BX0884  USGS QUAD   -  LATANIER (1993)
 BX0884
 BX0884                         *CURRENT SURVEY CONTROL
 BX0884  ___________________________________________________________________
 BX0884* NAD 83(1986)-  31 10 33.     (N)    092 18 16.     (W)     SCALED    
 BX0884* NAVD 88     -        21.318  (meters)      69.94   (feet)  ADJUSTED  
 BX0884  ___________________________________________________________________
 BX0884  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BX0884  DYNAMIC HT  -          21.291 (meters)      69.85  (feet)  COMP
 BX0884  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 BX0884
 BX0884  VERT ORDER  -  FIRST     CLASS I
 BX0884
 BX0884.The horizontal coordinates were scaled from a topographic map and have
 BX0884.an estimated accuracy of +/- 6 seconds.
 BX0884
 BX0884.The orthometric height was determined by differential leveling
 BX0884.and adjusted by the National Geodetic Survey in February 1994..
 BX0884
 BX0884.The geoid height was determined by GEOID03.
 BX0884
 BX0884.The dynamic height is computed by dividing the NAVD 88
 BX0884.geopotential number by the normal gravity value computed on the
 BX0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0884.degrees latitude (g = 980.6199 gals.).
 BX0884
 BX0884.The modeled gravity was interpolated from observed gravity values.
 BX0884
 BX0884;                    North         East    Units  Estimated Accuracy
 BX0884;SPC LA N     -    74,950.    1,018,640.      MT  (+/- 180 meters Scaled)
 BX0884
 BX0884                          SUPERSEDED SURVEY CONTROL
 BX0884
 BX0884  NAVD 88 (06/15/91)   21.320  (m)           69.95   (f) UNKNOWN     1 1
 BX0884  NGVD 29 (??/??/??)   21.296  (m)           69.87   (f) ADJUSTED    1 1
 BX0884
 BX0884.Superseded values are not recommended for survey control.
 BX0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0884.See file dsdata.txt to determine how the superseded data were derived.
 BX0884
 BX0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ662492(NAD 83)
 BX0884_MARKER: DB = BENCH MARK DISK
 BX0884_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0884_SP_SET: 64 FEET
 BX0884_STAMPING: R 237 1966
 BX0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0884
 BX0884  HISTORY     - Date     Condition        Report By
 BX0884  HISTORY     - 1966     MONUMENTED       CGS
 BX0884  HISTORY     - 1977     GOOD             NGS
 BX0884  HISTORY     - 19990424 GOOD             USPSQD
 BX0884
 BX0884                          STATION DESCRIPTION
 BX0884
 BX0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0884'2.0 MI NW FROM POLAND.
 BX0884'ABOUT 2.0 MILES NORTHWEST ALONG STATE ROAD 457 FROM THE HIGH SCHOOL
 BX0884'AND GRAMMAR SCHOOL AT POLAND, IN SECTION 6, T 2 N, R 2 E, ON PROPERTY
 BX0884'BELONGING TO MARY HATHORN, ABOUT 144 YARDS SOUTHEAST OF THE CENTER OF
 BX0884'THE JUNCTION OF STATE ROAD 1198 59 FEET SOUTHWEST OF THE CENTER LINE
 BX0884'OF THE HIGHWAY, 87 1/2 FEET NORTH OF THE NORTH CORNER OF A HOUSE, 79
 BX0884'FEET SOUTHEAST OF A 50-INCH OAK TREE ON THE PROPERTY OF R.J. HATHORN,
 BX0884'34 FEET NORTH OF A 26-INCH PECAN TREE, 1/2 FOOT EAST OF A PROPERTY
 BX0884'LINE FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE
 BX0884'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 64
 BX0884'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE FLUSH WITH THE GROUND.
 BX0884
 BX0884                          STATION RECOVERY (1977)
 BX0884
 BX0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0884'RECOVERED IN GOOD CONDITION.
 BX0884
 BX0884                          STATION RECOVERY (1999)
 BX0884
 BX0884'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0806 ***********************************************************************
 BX0806  DESIGNATION -  R 238
 BX0806  PID         -  BX0806
 BX0806  STATE/COUNTY-  LA/AVOYELLES
 BX0806  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0806
 BX0806                         *CURRENT SURVEY CONTROL
 BX0806  ___________________________________________________________________
 BX0806* NAD 83(1986)-  31 08 11.     (N)    092 03 44.     (W)     SCALED    
 BX0806* NAVD 88     -        20.831  (meters)      68.34   (feet)  ADJUSTED  
 BX0806  ___________________________________________________________________
 BX0806  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX0806  DYNAMIC HT  -          20.805 (meters)      68.26  (feet)  COMP
 BX0806  MODELED GRAV-     979,395.6   (mgal)                       NAVD 88
 BX0806
 BX0806  VERT ORDER  -  FIRST     CLASS I
 BX0806
 BX0806.The horizontal coordinates were scaled from a topographic map and have
 BX0806.an estimated accuracy of +/- 6 seconds.
 BX0806
 BX0806.The orthometric height was determined by differential leveling
 BX0806.and adjusted by the National Geodetic Survey in February 1994..
 BX0806
 BX0806.The geoid height was determined by GEOID03.
 BX0806
 BX0806.The dynamic height is computed by dividing the NAVD 88
 BX0806.geopotential number by the normal gravity value computed on the
 BX0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0806.degrees latitude (g = 980.6199 gals.).
 BX0806
 BX0806.The modeled gravity was interpolated from observed gravity values.
 BX0806
 BX0806;                    North         East    Units  Estimated Accuracy
 BX0806;SPC LA N     -    70,650.    1,041,750.      MT  (+/- 180 meters Scaled)
 BX0806
 BX0806                          SUPERSEDED SURVEY CONTROL
 BX0806
 BX0806  NAVD 88 (06/15/91)   20.845  (m)           68.39   (f) UNKNOWN     1 1
 BX0806  NGVD 29 (??/??/??)   20.802  (m)           68.25   (f) ADJUSTED    1 1
 BX0806
 BX0806.Superseded values are not recommended for survey control.
 BX0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0806.See file dsdata.txt to determine how the superseded data were derived.
 BX0806
 BX0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ894450(NAD 83)
 BX0806_MARKER: DB = BENCH MARK DISK
 BX0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0806_SP_SET: CULVERT
 BX0806_STAMPING: R 238 1966
 BX0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0806+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX0806
 BX0806  HISTORY     - Date     Condition        Report By
 BX0806  HISTORY     - 1966     MONUMENTED       CGS
 BX0806  HISTORY     - 1977     GOOD             NGS
 BX0806  HISTORY     - 20040204 GOOD             USPSQD
 BX0806
 BX0806                          STATION DESCRIPTION
 BX0806
 BX0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0806'0.7 MI N FROM MARKSVILLE.
 BX0806'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0806'COURTHOUSE AT MARKSVILLE, IN SECTION 46, T 2 N, R 4 E, 31 1/2 FEET
 BX0806'WEST OF THE CENTER LINE OF THE HIGHWAY, 145 FEET NORTH OF THE EXTENDED
 BX0806'CENTER LINE OF SPRING BAYOU ROAD LEADING EAST, 17 FEET SOUTHWEST OF
 BX0806'THE SOUTH END OF A CONCRETE HEAD WALL FOR A TRIPLE-CHANNELED CULVERT,
 BX0806'SET IN THE CENTER OF THE TOP OF THE CONCRETE HEAD WALL OF A CULVERT,
 BX0806'AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX0806
 BX0806                          STATION RECOVERY (1977)
 BX0806
 BX0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0806'RECOVERED IN GOOD CONDITION.
 BX0806
 BX0806                          STATION RECOVERY (2004)
 BX0806
 BX0806'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1034 ***********************************************************************
 CP1034  DESIGNATION -  R 24
 CP1034  PID         -  CP1034
 CP1034  STATE/COUNTY-  LA/WEST CARROLL
 CP1034  USGS QUAD   -  EPPS (1986)
 CP1034
 CP1034                         *CURRENT SURVEY CONTROL
 CP1034  ___________________________________________________________________
 CP1034* NAD 83(1986)-  32 34 56.     (N)    091 29 12.     (W)     SCALED    
 CP1034* NAVD 88     -        28.579  (meters)      93.76   (feet)  ADJUSTED  
 CP1034  ___________________________________________________________________
 CP1034  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1034  DYNAMIC HT  -          28.547 (meters)      93.66  (feet)  COMP
 CP1034  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CP1034
 CP1034  VERT ORDER  -  SECOND    CLASS 0
 CP1034
 CP1034.The horizontal coordinates were scaled from a topographic map and have
 CP1034.an estimated accuracy of +/- 6 seconds.
 CP1034
 CP1034.The orthometric height was determined by differential leveling
 CP1034.and adjusted by the National Geodetic Survey in June 1991..
 CP1034
 CP1034.The geoid height was determined by GEOID03.
 CP1034
 CP1034.The dynamic height is computed by dividing the NAVD 88
 CP1034.geopotential number by the normal gravity value computed on the
 CP1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1034.degrees latitude (g = 980.6199 gals.).
 CP1034
 CP1034.The modeled gravity was interpolated from observed gravity values.
 CP1034
 CP1034;                    North         East    Units  Estimated Accuracy
 CP1034;SPC LA N     -   231,320.    1,095,140.      MT  (+/- 180 meters Scaled)
 CP1034
 CP1034                          SUPERSEDED SURVEY CONTROL
 CP1034
 CP1034  NGVD 29 (??/??/92)   28.638  (m)           93.96   (f) ADJ UNCH    2 0
 CP1034
 CP1034.Superseded values are not recommended for survey control.
 CP1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1034.See file dsdata.txt to determine how the superseded data were derived.
 CP1034
 CP1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS420059(NAD 83)
 CP1034_MARKER: DB = BENCH MARK DISK
 CP1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1034_STAMPING: R-24 1935
 CP1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1034+STABILITY: SURFACE MOTION
 CP1034
 CP1034  HISTORY     - Date     Condition        Report By
 CP1034  HISTORY     - 1935     MONUMENTED       CGS
 CP1034
 CP1034                          STATION DESCRIPTION
 CP1034
 CP1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1034'1.8 MI S FROM EPPS.
 CP1034'1.8 MILES SOUTH OF, ALONG M.P.R.R. FROM SCHOOL 94 FEET NORTH OF NORTH
 CP1034'SWITCH OF MITCHNER SIDING.  35 FEET WEST OF CENTERLINE OF MISSOURI
 CP1034'PACIFIC R.R. TRACK.  28 FEET NORTH OF CENTERLINE OF CROSS ROAD FORMING
 CP1034'PARISH LINE.  18.7 FEET NORTHWEST OF RICHLAND-WEST CARROLL PARISH LINE
 CP1034'POST.  14.4 FEET EAST OF PIN OAK TREE 4.5 FEET IN DIAMETER AT BASE.
 CP1034'5.6 FEET NORTH OF CROSS FENCE.  3.5 FEET BELOW TOP OF RAILS. 3.4 FEET
 CP1034'SOUTH OF THIRD TELEGRAPH POLE NORTH OF M.P. 485-20. TABLET SET IN
 CP1034'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0462 ***********************************************************************
 CQ0462  DESIGNATION -  R 241
 CQ0462  PID         -  CQ0462
 CQ0462  STATE/COUNTY-  LA/OUACHITA
 CQ0462  USGS QUAD   -  BOSCO (1982)
 CQ0462
 CQ0462                         *CURRENT SURVEY CONTROL
 CQ0462  ___________________________________________________________________
 CQ0462* NAD 83(1986)-  32 21 22.     (N)    092 06 29.     (W)     SCALED    
 CQ0462* NAVD 88     -        22.31   (+/-2cm)      73.2    (feet)  VERTCON   
 CQ0462  ___________________________________________________________________
 CQ0462  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0462
 CQ0462  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0462
 CQ0462.The horizontal coordinates were scaled from a topographic map and have
 CQ0462.an estimated accuracy of +/- 6 seconds.
 CQ0462
 CQ0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0462.The vertical order pertains to the NGVD 29 superseded value.
 CQ0462
 CQ0462.The geoid height was determined by GEOID03.
 CQ0462
 CQ0462;                    North         East    Units  Estimated Accuracy
 CQ0462;SPC LA N     -   205,870.    1,036,890.      MT  (+/- 180 meters Scaled)
 CQ0462
 CQ0462                          SUPERSEDED SURVEY CONTROL
 CQ0462
 CQ0462  NGVD 29 (??/??/??)   22.347  (m)           73.32   (f) ADJUSTED    1 2
 CQ0462
 CQ0462.Superseded values are not recommended for survey control.
 CQ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0462.See file dsdata.txt to determine how the superseded data were derived.
 CQ0462
 CQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR839802(NAD 83)
 CQ0462_MARKER: DB = BENCH MARK DISK
 CQ0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0462_SP_SET: CULVERT
 CQ0462_STAMPING: R 241 1966
 CQ0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0462
 CQ0462  HISTORY     - Date     Condition        Report By
 CQ0462  HISTORY     - 1966     MONUMENTED       CGS
 CQ0462  HISTORY     - 1990     GOOD             USPSQD
 CQ0462  HISTORY     - 1991     GOOD             USPSQD
 CQ0462
 CQ0462                          STATION DESCRIPTION
 CQ0462
 CQ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0462'5.1 MI N FROM BOSCO.
 CQ0462'ABOUT 5.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0462'BOSCO, IN SECTION 24, T 16 N, R 3 E, ABOUT 0.15 MILE NORTH OF F.D.
 CQ0462'LUTONS STORE AND SHELL SERVICE STATION, 78 FEET EAST OF THE CENTER
 CQ0462'LINE OF THE HIGHWAY, 10 FEET WEST OF THE WEST RAIL OF THE MISSOURI
 CQ0462'PACIFIC RAILROAD, 17 FEET SOUTH OF THE CENTER LINE OF A ROAD CROSSING
 CQ0462'OVER THE TRACK TO A FIELD, SET IN THE TOP OF THE SOUTH END OF THE WEST
 CQ0462'CONCRETE HEAD WALL OF A BOX CULVERT UNDER THE TRACK, ABOUT LEVEL WITH
 CQ0462'THE HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 CQ0462
 CQ0462                          STATION RECOVERY (1990)
 CQ0462
 CQ0462'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0462'RECOVERED IN GOOD CONDITION.
 CQ0462
 CQ0462                          STATION RECOVERY (1991)
 CQ0462
 CQ0462'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1779 ***********************************************************************
 CP1779  DESIGNATION -  R 242
 CP1779  PID         -  CP1779
 CP1779  STATE/COUNTY-  LA/RICHLAND
 CP1779  USGS QUAD   -  CREW LAKE (1982)
 CP1779
 CP1779                         *CURRENT SURVEY CONTROL
 CP1779  ___________________________________________________________________
 CP1779* NAD 83(1986)-  32 29 23.     (N)    091 54 42.     (W)     SCALED    
 CP1779* NAVD 88     -        19.837  (meters)      65.08   (feet)  ADJUSTED  
 CP1779  ___________________________________________________________________
 CP1779  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP1779  DYNAMIC HT  -          19.815 (meters)      65.01  (feet)  COMP
 CP1779  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CP1779
 CP1779  VERT ORDER  -  FIRST     CLASS I
 CP1779
 CP1779.The horizontal coordinates were scaled from a topographic map and have
 CP1779.an estimated accuracy of +/- 6 seconds.
 CP1779
 CP1779.The orthometric height was determined by differential leveling
 CP1779.and adjusted by the National Geodetic Survey in June 1991..
 CP1779
 CP1779.The geoid height was determined by GEOID03.
 CP1779
 CP1779.The dynamic height is computed by dividing the NAVD 88
 CP1779.geopotential number by the normal gravity value computed on the
 CP1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1779.degrees latitude (g = 980.6199 gals.).
 CP1779
 CP1779.The modeled gravity was interpolated from observed gravity values.
 CP1779
 CP1779;                    North         East    Units  Estimated Accuracy
 CP1779;SPC LA N     -   220,770.    1,055,290.      MT  (+/- 180 meters Scaled)
 CP1779
 CP1779                          SUPERSEDED SURVEY CONTROL
 CP1779
 CP1779  NGVD 29 (??/??/??)   19.875  (m)           65.21   (f) ADJUSTED    1 1
 CP1779
 CP1779.Superseded values are not recommended for survey control.
 CP1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1779.See file dsdata.txt to determine how the superseded data were derived.
 CP1779
 CP1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR022952(NAD 83)
 CP1779_MARKER: DB = BENCH MARK DISK
 CP1779_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CP1779+WITH SETTING: INTO GROUND
 CP1779_STAMPING: R 242 1966
 CP1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1779+STABILITY: SURFACE MOTION
 CP1779
 CP1779  HISTORY     - Date     Condition        Report By
 CP1779  HISTORY     - 1966     MONUMENTED       CGS
 CP1779  HISTORY     - 1969     GOOD             NGS
 CP1779
 CP1779                          STATION DESCRIPTION
 CP1779
 CP1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1779'8.8 MI W FROM RAYVILLE.
 CP1779'8.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1779'AT RAYVILLE, IN SECTION 1, T 17 N, R 5 E, 6 POLES EAST OF MILEPOST 60,
 CP1779'35 FEET NORTH OF THE NORTH RAIL, 4 FEET EAST OF A TELEGRAPH POLE, 1.2
 CP1779'FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 CP1779'TRACK, A DISK WELDED ON THE TOP OF A 3-INCH IRON PIPE WHICH IS 4 1/2
 CP1779'FEET LONG AND PROJECTS 4 INCHES ABOVE THE GROUND.
 CP1779
 CP1779                          STATION RECOVERY (1969)
 CP1779
 CP1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1879 ***********************************************************************
 CP1879  DESIGNATION -  R 243
 CP1879  PID         -  CP1879
 CP1879  STATE/COUNTY-  LA/FRANKLIN
 CP1879  USGS QUAD   -  FT NECESSITY (1983)
 CP1879
 CP1879                         *CURRENT SURVEY CONTROL
 CP1879  ___________________________________________________________________
 CP1879* NAD 83(1986)-  32 03 16.     (N)    091 47 33.     (W)     SCALED    
 CP1879* NAVD 88     -        19.48   (+/-2cm)      63.9    (feet)  VERTCON   
 CP1879  ___________________________________________________________________
 CP1879  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP1879
 CP1879  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1879
 CP1879.The horizontal coordinates were scaled from a topographic map and have
 CP1879.an estimated accuracy of +/- 6 seconds.
 CP1879
 CP1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1879.The vertical order pertains to the NGVD 29 superseded value.
 CP1879
 CP1879.The geoid height was determined by GEOID03.
 CP1879
 CP1879;                    North         East    Units  Estimated Accuracy
 CP1879;SPC LA N     -   172,570.    1,066,810.      MT  (+/- 180 meters Scaled)
 CP1879
 CP1879                          SUPERSEDED SURVEY CONTROL
 CP1879
 CP1879  NGVD 29 (??/??/92)   19.491  (m)           63.95   (f) ADJ UNCH    1 2
 CP1879
 CP1879.Superseded values are not recommended for survey control.
 CP1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1879.See file dsdata.txt to determine how the superseded data were derived.
 CP1879
 CP1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR139471(NAD 83)
 CP1879_MARKER: DB = BENCH MARK DISK
 CP1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1879_STAMPING: R 243 1966
 CP1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1879+STABILITY: SURFACE MOTION
 CP1879
 CP1879  HISTORY     - Date     Condition        Report By
 CP1879  HISTORY     - 1966     MONUMENTED       CGS
 CP1879  HISTORY     - 1969     GOOD             LADTD
 CP1879
 CP1879                          STATION DESCRIPTION
 CP1879
 CP1879'DESCRIBED BY LA TRANSP AND DEV 1969
 CP1879'1.7 MI NE FROM FT NECESSITY.
 CP1879'ABOUT 1.7 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 4 FROM THE POST
 CP1879'OFFICE IN FT. NECESSITY.  IT IS 40 FEET WEST OF THE CENTERLINE OF
 CP1879'LOUISIANA HIGHWAY 4, 33.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CP1879'BARN, 34.0 FEET NORTH OF THE CENTERLINE OF A DIRT DRIVEWAY, 11 FEET
 CP1879'SOUTH OF A 24 INCH OAK TREE, 1.5 FEET EAST OF A FENCE, 0.9 FOOT SOUTH
 CP1879'OF A METAL WITNESS POST, ABOUT 2.0 FEET BELOW THE LEVEL OF THE
 CP1879'HIGHWAY, A STANDARD C AND G. S.B.M. DISK SET IN TOP OF A CONCRETE POST
 CP1879'THAT PROJECTS 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1958 ***********************************************************************
 CP1958  DESIGNATION -  R 244
 CP1958  PID         -  CP1958
 CP1958  STATE/COUNTY-  LA/FRANKLIN
 CP1958  USGS QUAD   -  LAMAR (1987)
 CP1958
 CP1958                         *CURRENT SURVEY CONTROL
 CP1958  ___________________________________________________________________
 CP1958* NAD 83(1986)-  32 18 57.     (N)    091 32 10.     (W)     SCALED    
 CP1958* NAVD 88     -        28.37   (+/-2cm)      93.1    (feet)  VERTCON   
 CP1958  ___________________________________________________________________
 CP1958  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1958
 CP1958  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1958
 CP1958.The horizontal coordinates were scaled from a topographic map and have
 CP1958.an estimated accuracy of +/- 6 seconds.
 CP1958
 CP1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1958.The vertical order pertains to the NGVD 29 superseded value.
 CP1958
 CP1958.The geoid height was determined by GEOID03.
 CP1958
 CP1958;                    North         East    Units  Estimated Accuracy
 CP1958;SPC LA N     -   201,740.    1,090,760.      MT  (+/- 180 meters Scaled)
 CP1958
 CP1958                          SUPERSEDED SURVEY CONTROL
 CP1958
 CP1958  NGVD 29 (??/??/92)   28.382  (m)           93.12   (f) ADJ UNCH    1 2
 CP1958
 CP1958.Superseded values are not recommended for survey control.
 CP1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1958.See file dsdata.txt to determine how the superseded data were derived.
 CP1958
 CP1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR378763(NAD 83)
 CP1958_MARKER: DB = BENCH MARK DISK
 CP1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1958_STAMPING: R 244 1966
 CP1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1958+STABILITY: SURFACE MOTION
 CP1958
 CP1958  HISTORY     - Date     Condition        Report By
 CP1958  HISTORY     - 1966     MONUMENTED       CGS
 CP1958
 CP1958                          STATION DESCRIPTION
 CP1958
 CP1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1958'6.2 MI NE FROM CROWVILLE.
 CP1958'ABOUT 6.2 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1958'AT CROWVILLE, IN SECTION 3, T 15 N, R 9 E, ABOUT 100 YARDS SOUTHWEST
 CP1958'OF A FARMHOUSE, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CP1958'52 FEET EAST OF THE SOUTHEAST END OF A SMALL BOX CULVERT, 28 FEET
 CP1958'SOUTHEAST OF POWER POLE NUMBER 272, 21 FEET WEST OF A 30-INCH OAK
 CP1958'TREE, 1 FOOT NORTHEAST OF A FENCE, 1.7 FEET NORTHEAST OF A METAL
 CP1958'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 CP1958'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2343 ***********************************************************************
 CP2343  DESIGNATION -  R 244 RESET 1981
 CP2343  PID         -  CP2343
 CP2343  STATE/COUNTY-  LA/FRANKLIN
 CP2343  USGS QUAD   -  LAMAR (1987)
 CP2343
 CP2343                         *CURRENT SURVEY CONTROL
 CP2343  ___________________________________________________________________
 CP2343* NAD 83(1986)-  32 18 57.     (N)    091 32 10.     (W)     SCALED    
 CP2343* NAVD 88     -        28.06   (+/-2cm)      92.1    (feet)  VERTCON   
 CP2343  ___________________________________________________________________
 CP2343  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2343
 CP2343  VERT ORDER  -  THIRD (See Below)
 CP2343
 CP2343.The horizontal coordinates were scaled from a topographic map and have
 CP2343.an estimated accuracy of +/- 6 seconds.
 CP2343
 CP2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2343.The vertical order pertains to the NGVD 29 superseded value.
 CP2343
 CP2343.The geoid height was determined by GEOID03.
 CP2343
 CP2343;                    North         East    Units  Estimated Accuracy
 CP2343;SPC LA N     -   201,740.    1,090,760.      MT  (+/- 180 meters Scaled)
 CP2343
 CP2343                          SUPERSEDED SURVEY CONTROL
 CP2343
 CP2343  NGVD 29 (09/18/05)   28.08   (m)           92.1    (f) RESET       3  
 CP2343
 CP2343.Superseded values are not recommended for survey control.
 CP2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2343.See file dsdata.txt to determine how the superseded data were derived.
 CP2343
 CP2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR378763(NAD 83)
 CP2343_MARKER: DB = BENCH MARK DISK
 CP2343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2343_STAMPING: R 244 RESET 1981
 CP2343_PROJECTION: FLUSH
 CP2343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2343_ROD/PIPE-DEPTH: 4.57 meters
 CP2343
 CP2343  HISTORY     - Date     Condition        Report By
 CP2343  HISTORY     - 1981     MONUMENTED       LADTD
 CP2343  HISTORY     - 1991     GOOD             USPSQD
 CP2343
 CP2343                          STATION DESCRIPTION
 CP2343
 CP2343'DESCRIBED BY LA TRANSP AND DEV 1981
 CP2343'9.9 KM (6.2 MI) NE FROM CROWVILLE.
 CP2343'9.9 KM (6.2 MI) NORTHEAST ALONG STATE HIGHWAY 17, ON THE RIGHT AND
 CP2343'EAST OF THE HIGHWAY RIGHT-OF-WAY, 23.5 METERS (77.0 FT) EAST OF THE
 CP2343'CENTER OF STATE HIGHWAY 17, 8.8 METERS (29.0 FT) SOUTHEAST OF A
 CP2343'36-INCH OAK TREE, 3.9 METERS (13.0 FT) NORTHWEST OF A 30-INCH SWEET
 CP2343'GUM TREE, AND 4.9 METERS (16.0 FT) WEST OF THE EDGE OF A SMALL POND.
 CP2343'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 CP2343'THE MARK IS 2.9 FT BELOW HIGHWAY.
 CP2343
 CP2343                          STATION RECOVERY (1991)
 CP2343
 CP2343'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1400 ***********************************************************************
 CP1400  DESIGNATION -  R 245
 CP1400  PID         -  CP1400
 CP1400  STATE/COUNTY-  LA/MADISON
 CP1400  USGS QUAD   -  DELHI (1986)
 CP1400
 CP1400                         *CURRENT SURVEY CONTROL
 CP1400  ___________________________________________________________________
 CP1400* NAD 83(1986)-  32 27 19.     (N)    091 28 32.     (W)     SCALED    
 CP1400* NAVD 88     -        27.585  (meters)      90.50   (feet)  ADJUSTED  
 CP1400  ___________________________________________________________________
 CP1400  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1400  DYNAMIC HT  -          27.554 (meters)      90.40  (feet)  COMP
 CP1400  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CP1400
 CP1400  VERT ORDER  -  FIRST     CLASS I
 CP1400
 CP1400.The horizontal coordinates were scaled from a topographic map and have
 CP1400.an estimated accuracy of +/- 6 seconds.
 CP1400
 CP1400.The orthometric height was determined by differential leveling
 CP1400.and adjusted by the National Geodetic Survey in June 1991..
 CP1400
 CP1400.The geoid height was determined by GEOID03.
 CP1400
 CP1400.The dynamic height is computed by dividing the NAVD 88
 CP1400.geopotential number by the normal gravity value computed on the
 CP1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1400.degrees latitude (g = 980.6199 gals.).
 CP1400
 CP1400.The modeled gravity was interpolated from observed gravity values.
 CP1400
 CP1400;                    North         East    Units  Estimated Accuracy
 CP1400;SPC LA N     -   217,250.    1,096,320.      MT  (+/- 180 meters Scaled)
 CP1400
 CP1400                          SUPERSEDED SURVEY CONTROL
 CP1400
 CP1400  NGVD 29 (??/??/??)   27.604  (m)           90.56   (f) ADJUSTED    1 1
 CP1400
 CP1400.Superseded values are not recommended for survey control.
 CP1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1400.See file dsdata.txt to determine how the superseded data were derived.
 CP1400
 CP1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR432919(NAD 83)
 CP1400_MARKER: DB = BENCH MARK DISK
 CP1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1400_SP_SET: ABUTMENT
 CP1400_STAMPING: R 245 1966
 CP1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1400
 CP1400  HISTORY     - Date     Condition        Report By
 CP1400  HISTORY     - 1966     MONUMENTED       CGS
 CP1400  HISTORY     - 1968     GOOD             NGS
 CP1400
 CP1400                          STATION DESCRIPTION
 CP1400
 CP1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1400'1.1 MI E FROM DELHI.
 CP1400'1.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1400'DELHI, IN SECTION 18, T 17 N, R 10 E, ABOUT 8 POLES WEST OF MILEPOST
 CP1400'34, 7 1/2 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH
 CP1400'END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE OVER MACON BAYOU, AND
 CP1400'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 CP1400
 CP1400                          STATION RECOVERY (1968)
 CP1400
 CP1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1437 ***********************************************************************
 BW1437  DESIGNATION -  R 246
 BW1437  PID         -  BW1437
 BW1437  STATE/COUNTY-  LA/CATAHOULA
 BW1437  USGS QUAD   -  WISNER (1983)
 BW1437
 BW1437                         *CURRENT SURVEY CONTROL
 BW1437  ___________________________________________________________________
 BW1437* NAD 83(1986)-  31 53 34.     (N)    091 39 43.     (W)     SCALED    
 BW1437* NAVD 88     -        21.36   (+/-2cm)      70.1    (feet)  VERTCON   
 BW1437  ___________________________________________________________________
 BW1437  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1437
 BW1437  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1437
 BW1437.The horizontal coordinates were scaled from a topographic map and have
 BW1437.an estimated accuracy of +/- 6 seconds.
 BW1437
 BW1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1437.The vertical order pertains to the NGVD 29 superseded value.
 BW1437
 BW1437.The geoid height was determined by GEOID03.
 BW1437
 BW1437;                    North         East    Units  Estimated Accuracy
 BW1437;SPC LA N     -   154,730.    1,079,280.      MT  (+/- 180 meters Scaled)
 BW1437
 BW1437                          SUPERSEDED SURVEY CONTROL
 BW1437
 BW1437  NGVD 29 (??/??/92)   21.373  (m)           70.12   (f) ADJ UNCH    1 2
 BW1437
 BW1437.Superseded values are not recommended for survey control.
 BW1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1437.See file dsdata.txt to determine how the superseded data were derived.
 BW1437
 BW1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR265293(NAD 83)
 BW1437_MARKER: DB = BENCH MARK DISK
 BW1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1437_SP_SET: CULVERT
 BW1437_STAMPING: R 246 1966
 BW1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1437
 BW1437  HISTORY     - Date     Condition        Report By
 BW1437  HISTORY     - 1966     MONUMENTED       CGS
 BW1437
 BW1437                          STATION DESCRIPTION
 BW1437
 BW1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1437'3.25 MI N FROM SICILY ISLAND.
 BW1437'ABOUT 3.25 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD AND STATE
 BW1437'HIGHWAY 15 FROM THE STATION AT SICILY ISLAND, IN SECTION 33, T 11 N, R
 BW1437'8 E, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET EAST OF
 BW1437'THE EAST RAIL, SET INU THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 BW1437'HEAD WALL OF A LARGE CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 BW1437'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8244 ***********************************************************************
 AC8244  DESIGNATION -  R 247 RESET
 AC8244  PID         -  AC8244
 AC8244  STATE/COUNTY-  LA/FRANKLIN
 AC8244  USGS QUAD   -  GILBERT (1983)
 AC8244
 AC8244                         *CURRENT SURVEY CONTROL
 AC8244  ___________________________________________________________________
 AC8244* NAD 83(1986)-  32 03 06.     (N)    091 39 31.     (W)     SCALED    
 AC8244* NAVD 88     -        22.60   (+/-2cm)      74.1    (feet)  VERTCON   
 AC8244  ___________________________________________________________________
 AC8244  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AC8244
 AC8244  VERT ORDER  -  THIRD (See Below)
 AC8244
 AC8244.The horizontal coordinates were scaled from a topographic map and have
 AC8244.an estimated accuracy of +/- 6 seconds.
 AC8244
 AC8244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8244.The vertical order pertains to the NGVD 29 superseded value.
 AC8244
 AC8244.The geoid height was determined by GEOID03.
 AC8244
 AC8244;                    North         East    Units  Estimated Accuracy
 AC8244;SPC LA N     -   172,350.    1,079,450.      MT  (+/- 180 meters Scaled)
 AC8244
 AC8244                          SUPERSEDED SURVEY CONTROL
 AC8244
 AC8244  NGVD 29 (09/18/05)   22.62   (m)           74.2    (f) RESET       3  
 AC8244
 AC8244.Superseded values are not recommended for survey control.
 AC8244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8244.See file dsdata.txt to determine how the superseded data were derived.
 AC8244
 AC8244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR266469(NAD 83)
 AC8244_MARKER: DV = VERTICAL CONTROL DISK
 AC8244_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8244_STAMPING: R 247 RESET 1992
 AC8244_MARK LOGO: NGS   
 AC8244_PROJECTION: FLUSH
 AC8244_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8244+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC8244_ROD/PIPE-DEPTH: 4.88 meters
 AC8244
 AC8244  HISTORY     - Date     Condition        Report By
 AC8244  HISTORY     - 1992     MONUMENTED       LADTD
 AC8244
 AC8244                          STATION DESCRIPTION
 AC8244
 AC8244'DESCRIBED BY LA TRANSP AND DEV 1992 (SLC)
 AC8244'THE STATION IS LOCATED IN GILBERT AT THE GILBERT CITY HALL AND POLICE
 AC8244'STATION.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AC8244'DEVELOPMENT. TO REACH THE STATION FROM THE POST OFFICE IN GILBERT GO
 AC8244'NORTH FOR 0.15 MI (0.24 KM) ON STATE HIGHWAY 15 TO THE STATION SET ON
 AC8244'THE LEFT, NEAR A SERVICE POLE. THE STATION IS 140.5 FT (42.8 M) NORTH
 AC8244'FROM THE NORTHEAST CORNER ON THE CITY HALL AND POLICE STATION
 AC8244'BUILDING, 110.O FT SOUTH-SOUTHEAST FROM THE CENTER OF OAK STREET, 24.0
 AC8244'FT (7.3 M) WEST-SOUTHWEST FROM THE CENTER OF THE EXISTING HIGHWAY 15,
 AC8244'2.5 FT (0.8 M) NORTH-NORTHWEST FROM A SERVICE POLE, 1.0 FT (0.3 M)
 AC8244'SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH
 AC8244'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1479 ***********************************************************************
 BW1479  DESIGNATION -  R 248
 BW1479  PID         -  BW1479
 BW1479  STATE/COUNTY-  LA/CONCORDIA
 BW1479  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1479
 BW1479                         *CURRENT SURVEY CONTROL
 BW1479  ___________________________________________________________________
 BW1479* NAD 83(1986)-  31 38 27.     (N)    091 32 37.     (W)     SCALED    
 BW1479* NAVD 88     -        19.55   (+/-2cm)      64.1    (feet)  VERTCON   
 BW1479  ___________________________________________________________________
 BW1479  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1479
 BW1479  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1479
 BW1479.The horizontal coordinates were scaled from a topographic map and have
 BW1479.an estimated accuracy of +/- 6 seconds.
 BW1479
 BW1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1479.The vertical order pertains to the NGVD 29 superseded value.
 BW1479
 BW1479.The geoid height was determined by GEOID03.
 BW1479
 BW1479;                    North         East    Units  Estimated Accuracy
 BW1479;SPC LA N     -   126,890.    1,090,720.      MT  (+/- 180 meters Scaled)
 BW1479
 BW1479                          SUPERSEDED SURVEY CONTROL
 BW1479
 BW1479  NGVD 29 (??/??/92)   19.547  (m)           64.13   (f) ADJ UNCH    1 2
 BW1479
 BW1479.Superseded values are not recommended for survey control.
 BW1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1479.See file dsdata.txt to determine how the superseded data were derived.
 BW1479
 BW1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR381015(NAD 83)
 BW1479_MARKER: DB = BENCH MARK DISK
 BW1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1479_STAMPING: R 248 1966
 BW1479_PROJECTION: PROJECTING 15 CENTIMETERS
 BW1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1479+STABILITY: SURFACE MOTION
 BW1479
 BW1479  HISTORY     - Date     Condition        Report By
 BW1479  HISTORY     - 1966     MONUMENTED       CGS
 BW1479  HISTORY     - 1977     GOOD             NGS
 BW1479  HISTORY     - 1981     GOOD             LADTD
 BW1479
 BW1479                          STATION DESCRIPTION
 BW1479
 BW1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1479'1.1 MI NE FROM FERRIDAY.
 BW1479'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST OFFICE AT
 BW1479'FERRIDAY, IN T 8 N, R 9 E, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BW1479'HIGHWAY, 107 FEET NORTHWEST OF THE CENTER OF THE LEVEE, 10 FEET
 BW1479'NORTHEAST OF THE CENTER OF A WOODEN GATE, 1 1/2 FEET SOUTHEAST OF A
 BW1479'FENCE, 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BW1479'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BW1479'INCHES.
 BW1479
 BW1479                          STATION RECOVERY (1977)
 BW1479
 BW1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW1479'RECOVERED IN GOOD CONDITION.
 BW1479
 BW1479                          STATION RECOVERY (1981)
 BW1479
 BW1479'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1479'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 1.77 KM
 BW1479'(1.1 MI) NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST OFFICE AT
 BW1479'FERRIDAY, IN T 8 N, R 9 E, TO THE MARK ON THE RIGHT BY A GRAVEL DRIVE,
 BW1479'15.5 METERS (51 FT) NORTH-NORTHEAST OF A GRAVEL DRIVE, 8.8 METERS
 BW1479'(29 FT) EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 568, AND
 BW1479'2.7 METERS (9 FT) WEST-NORTHWEST OF A WOOD PLANK FENCE.
 BW1479'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BW1479'THE MARK IS ABOVE LEVEL WITH HIGHWAY 568.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1402 ***********************************************************************
 CP1402  DESIGNATION -  R 25
 CP1402  PID         -  CP1402
 CP1402  STATE/COUNTY-  LA/MADISON
 CP1402  USGS QUAD   -  DELHI (1986)
 CP1402
 CP1402                         *CURRENT SURVEY CONTROL
 CP1402  ___________________________________________________________________
 CP1402* NAD 83(1986)-  32 27 20.     (N)    091 28 29.     (W)     SCALED    
 CP1402* NAVD 88     -        23.156  (meters)      75.97   (feet)  ADJUSTED  
 CP1402  ___________________________________________________________________
 CP1402  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1402  DYNAMIC HT  -          23.130 (meters)      75.89  (feet)  COMP
 CP1402  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CP1402
 CP1402  VERT ORDER  -  SECOND    CLASS 0
 CP1402
 CP1402.The horizontal coordinates were scaled from a topographic map and have
 CP1402.an estimated accuracy of +/- 6 seconds.
 CP1402
 CP1402.The orthometric height was determined by differential leveling
 CP1402.and adjusted by the National Geodetic Survey in June 1991..
 CP1402
 CP1402.The geoid height was determined by GEOID03.
 CP1402
 CP1402.The dynamic height is computed by dividing the NAVD 88
 CP1402.geopotential number by the normal gravity value computed on the
 CP1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1402.degrees latitude (g = 980.6199 gals.).
 CP1402
 CP1402.The modeled gravity was interpolated from observed gravity values.
 CP1402
 CP1402;                    North         East    Units  Estimated Accuracy
 CP1402;SPC LA N     -   217,280.    1,096,390.      MT  (+/- 180 meters Scaled)
 CP1402
 CP1402                          SUPERSEDED SURVEY CONTROL
 CP1402
 CP1402  NGVD 29 (??/??/92)   23.222  (m)           76.19   (f) ADJ UNCH    2 0
 CP1402
 CP1402.Superseded values are not recommended for survey control.
 CP1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1402.See file dsdata.txt to determine how the superseded data were derived.
 CP1402
 CP1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR433919(NAD 83)
 CP1402_MARKER: DB = BENCH MARK DISK
 CP1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1402_STAMPING: R 25 1935
 CP1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1402+STABILITY: SURFACE MOTION
 CP1402
 CP1402  HISTORY     - Date     Condition        Report By
 CP1402  HISTORY     - 1935     MONUMENTED       CGS
 CP1402  HISTORY     - 1968     MARK NOT FOUND   NGS
 CP1402
 CP1402                          STATION DESCRIPTION
 CP1402
 CP1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1402'1.0 MI E FROM DELHI.
 CP1402'IN MADISON PARISH 1.0 MILE EAST ALONG THE YAZOO AND MISSISSIPPI VALLEY
 CP1402'RAILROAD FROM DELHI, 180 FEET EAST OF THE EAST END OF A BRIDGE OVER
 CP1402'BAYOU MACON, 105 FEET NORTH OF THE CENTER LINE OF THE TRACK, 43 FEET
 CP1402'EAST OF THE CENTER OF A WOODEN BRIDGE OVER A BORROW PIT, 23 FEET SOUTH
 CP1402'OF THE CENTER LINE OF U.S. HIGHWAY 80, AND 3 FEET WEST OF THE
 CP1402'SOUTHWEST CORNER OF A SMALL HOUSE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2225 ***********************************************************************
 BX2225  DESIGNATION -  R 250
 BX2225  PID         -  BX2225
 BX2225  STATE/COUNTY-  LA/AVOYELLES
 BX2225  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2225
 BX2225                         *CURRENT SURVEY CONTROL
 BX2225  ___________________________________________________________________
 BX2225* NAD 83(1986)-  31 02 59.     (N)    092 00 20.     (W)     SCALED    
 BX2225* NAVD 88     -        14.181  (meters)      46.53   (feet)  ADJUSTED  
 BX2225  ___________________________________________________________________
 BX2225  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BX2225  DYNAMIC HT  -          14.163 (meters)      46.47  (feet)  COMP
 BX2225  MODELED GRAV-     979,388.7   (mgal)                       NAVD 88
 BX2225
 BX2225  VERT ORDER  -  FIRST     CLASS I
 BX2225
 BX2225.The horizontal coordinates were scaled from a topographic map and have
 BX2225.an estimated accuracy of +/- 6 seconds.
 BX2225
 BX2225.The orthometric height was determined by differential leveling
 BX2225.and adjusted by the National Geodetic Survey in February 1994..
 BX2225
 BX2225.The geoid height was determined by GEOID03.
 BX2225
 BX2225.The dynamic height is computed by dividing the NAVD 88
 BX2225.geopotential number by the normal gravity value computed on the
 BX2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2225.degrees latitude (g = 980.6199 gals.).
 BX2225
 BX2225.The modeled gravity was interpolated from observed gravity values.
 BX2225
 BX2225;                    North         East    Units  Estimated Accuracy
 BX2225;SPC LA N     -    61,060.    1,047,200.      MT  (+/- 180 meters Scaled)
 BX2225
 BX2225                          SUPERSEDED SURVEY CONTROL
 BX2225
 BX2225  NAVD 88 (06/15/91)   14.201  (m)           46.59   (f) UNKNOWN     1 1
 BX2225  NGVD 29 (??/??/??)   14.161  (m)           46.46   (f) ADJUSTED    1 1
 BX2225
 BX2225.Superseded values are not recommended for survey control.
 BX2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2225.See file dsdata.txt to determine how the superseded data were derived.
 BX2225
 BX2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ948355(NAD 83)
 BX2225_MARKER: DB = BENCH MARK DISK
 BX2225_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2225_SP_SET: COPPER-CLAD STEEL ROD
 BX2225_STAMPING: R 250 1966
 BX2225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2225+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BX2225
 BX2225  HISTORY     - Date     Condition        Report By
 BX2225  HISTORY     - 1966     MONUMENTED       CGS
 BX2225  HISTORY     - 1977     GOOD             NGS
 BX2225  HISTORY     - 20060315 GOOD             USPSQD
 BX2225
 BX2225                          STATION DESCRIPTION
 BX2225
 BX2225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2225'1.6 MI WEST FROM MOREAUVILLE.
 BX2225'1.6 MILES WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BX2225'HIGHWAYS 451 AND 1 AT MOREAUVILLE, 97 FEET SOUTH OF THE CENTER
 BX2225'LINE OF THE HIGHWAY, 221 FEET EAST OF A CORNER FENCE POST, 17
 BX2225'FEET WEST OF THE CENTER LINE OF A PRIVATE DIRT ROAD LEADING
 BX2225'SOUTH.
 BX2225
 BX2225                          STATION RECOVERY (2006)
 BX2225
 BX2225'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BX2225' 
 BX2225' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0638 ***********************************************************************
 BW0638  DESIGNATION -  R 251
 BW0638  PID         -  BW0638
 BW0638  STATE/COUNTY-  LA/CONCORDIA
 BW0638  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW0638
 BW0638                         *CURRENT SURVEY CONTROL
 BW0638  ___________________________________________________________________
 BW0638* NAD 83(1986)-  31 35 21.     (N)    091 30 11.     (W)     SCALED    
 BW0638* NAVD 88     -        18.136  (meters)      59.50   (feet)  ADJUSTED  
 BW0638  ___________________________________________________________________
 BW0638  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0638  DYNAMIC HT  -          18.115 (meters)      59.43  (feet)  COMP
 BW0638  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 BW0638
 BW0638  VERT ORDER  -  FIRST     CLASS II
 BW0638
 BW0638.The horizontal coordinates were scaled from a topographic map and have
 BW0638.an estimated accuracy of +/- 6 seconds.
 BW0638
 BW0638.The orthometric height was determined by differential leveling
 BW0638.and adjusted by the National Geodetic Survey in February 1994..
 BW0638
 BW0638.The geoid height was determined by GEOID03.
 BW0638
 BW0638.The dynamic height is computed by dividing the NAVD 88
 BW0638.geopotential number by the normal gravity value computed on the
 BW0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0638.degrees latitude (g = 980.6199 gals.).
 BW0638
 BW0638.The modeled gravity was interpolated from observed gravity values.
 BW0638
 BW0638;                    North         East    Units  Estimated Accuracy
 BW0638;SPC LA N     -   121,200.    1,094,610.      MT  (+/- 180 meters Scaled)
 BW0638
 BW0638                          SUPERSEDED SURVEY CONTROL
 BW0638
 BW0638  NAVD 88 (06/15/91)   18.154  (m)           59.56   (f) UNKNOWN     1 2
 BW0638  NGVD 29 (??/??/??)   18.136  (m)           59.50   (f) ADJUSTED    1 2
 BW0638
 BW0638.Superseded values are not recommended for survey control.
 BW0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0638.See file dsdata.txt to determine how the superseded data were derived.
 BW0638
 BW0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ420958(NAD 83)
 BW0638_MARKER: DB = BENCH MARK DISK
 BW0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0638_SP_SET: FOUNDATION
 BW0638_STAMPING: R 251 1966
 BW0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0638
 BW0638  HISTORY     - Date     Condition        Report By
 BW0638  HISTORY     - 1966     MONUMENTED       CGS
 BW0638  HISTORY     - 1977     GOOD             NGS
 BW0638  HISTORY     - 1979     GOOD             NGS
 BW0638
 BW0638                          STATION DESCRIPTION
 BW0638
 BW0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0638'4.55 MI SE FROM FERRIDAY.
 BW0638'ABOUT 0.1 MILE WEST ALONG LOUISIANA AVENUE FROM THE POST OFFICE AT
 BW0638'FERRIDAY, THENCE 4.45 MILES SOUTHEAST ALONG U.S. HIGHWAYS 65 AND 84,
 BW0638'IN SECTION 6, T 7 N, R 4 W, 501 FEET SOUTHWEST OF THE CENTER LINE OF
 BW0638'THE HIGHWAY OR THE CENTER LINE OF A MEDIAN, ON PROPERTY BELONGING TO
 BW0638'THE L.J. DENNY AND SONS TRUCKING COMPANY, 300 FEET SOUTHWEST OF A RED
 BW0638'BRICK HOUSE, 34 1/2 FEET SOUTHEAST OF A PIPE FENCE CORNER, 2 FEET
 BW0638'NORTHEAST OF A WIRE MESH FENCE, SET IN THE TOP OF THE WEST CORNER OF
 BW0638'THE CONCRETE FOUNDATION OF A METAL RADIO TOWER THAT IS 310 FEET TALL,
 BW0638'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 BW0638
 BW0638                          STATION RECOVERY (1977)
 BW0638
 BW0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0638'RECOVERED IN GOOD CONDITION.
 BW0638
 BW0638                          STATION RECOVERY (1979)
 BW0638
 BW0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0638'NOTE-TOWER NO LONGER EXISTS, BUT FOUNDATION IS STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1673 ***********************************************************************
 BW1673  DESIGNATION -  R 252
 BW1673  PID         -  BW1673
 BW1673  STATE/COUNTY-  LA/CONCORDIA
 BW1673  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1673
 BW1673                         *CURRENT SURVEY CONTROL
 BW1673  ___________________________________________________________________
 BW1673* NAD 83(1986)-  31 31 36.     (N)    091 31 32.     (W)     SCALED    
 BW1673* NAVD 88     -        17.72   (+/-2cm)      58.1    (feet)  VERTCON   
 BW1673  ___________________________________________________________________
 BW1673  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BW1673
 BW1673  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1673
 BW1673.The horizontal coordinates were scaled from a topographic map and have
 BW1673.an estimated accuracy of +/- 6 seconds.
 BW1673
 BW1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1673.The vertical order pertains to the NGVD 29 superseded value.
 BW1673
 BW1673.The geoid height was determined by GEOID03.
 BW1673
 BW1673;                    North         East    Units  Estimated Accuracy
 BW1673;SPC LA N     -   114,250.    1,092,540.      MT  (+/- 180 meters Scaled)
 BW1673
 BW1673                          SUPERSEDED SURVEY CONTROL
 BW1673
 BW1673  NGVD 29 (??/??/92)   17.71   (m)           58.1    (f) COMPUTED    1 2
 BW1673
 BW1673.Superseded values are not recommended for survey control.
 BW1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1673.See file dsdata.txt to determine how the superseded data were derived.
 BW1673
 BW1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ399889(NAD 83)
 BW1673_MARKER: DB = BENCH MARK DISK
 BW1673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1673_SP_SET: 80 FT.
 BW1673_STAMPING: R 252 1966
 BW1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1673
 BW1673  HISTORY     - Date     Condition        Report By
 BW1673  HISTORY     - 1966     MONUMENTED       CGS
 BW1673  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1673
 BW1673                          STATION DESCRIPTION
 BW1673
 BW1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1673'7.0 MI SW FROM VIDALIA.
 BW1673'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1673'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131, IN
 BW1673'SECTION 24, T 6 N, R 4 W, 131 FEET NORTH-NORTHWEST OF THE CENTER OF
 BW1673'THE JUNCTION OF STATE HIGHWAY 15, ABOUT 115 YARDS SOUTHWEST OF A
 BW1673'CHURCH, 110 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET
 BW1673'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 15, 162 1/2 FEET
 BW1673'NORTHEAST OF AND ACROSS STATE HIGHWAY 15 FROM A POWER POLE BEARING A
 BW1673'TRANSFORMER, 81 FEET NORTHWEST OF TELEPHONE POLE NUMBER 89, 47 FEET
 BW1673'EAST OF A CONCRETE F.A.P. MARKER NUMBERED S-3302 1960, AT AN OFFSET IN
 BW1673'A FENCE LINE AND 1 1/2 FEET SOUTH OF A FENCE, 1.6 FEET NORTH OF A
 BW1673'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 BW1673'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BW1673'DEPTH OF 80 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE THAT
 BW1673'PROJECTS 6 INCHES ABOVE THE GROUND.
 BW1673
 BW1673                          STATION RECOVERY (1979)
 BW1673
 BW1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1673'AREA DESCRIBED IS NOW A PLOWED FIRLD, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1325 ***********************************************************************
 CP1325  DESIGNATION -  R 254
 CP1325  PID         -  CP1325
 CP1325  STATE/COUNTY-  LA/MADISON
 CP1325  USGS QUAD   -  MOUND (1973)
 CP1325
 CP1325                         *CURRENT SURVEY CONTROL
 CP1325  ___________________________________________________________________
 CP1325* NAD 83(1986)-  32 21 05.     (N)    091 03 16.     (W)     SCALED    
 CP1325* NAVD 88     -        26.140  (meters)      85.76   (feet)  ADJUSTED  
 CP1325  ___________________________________________________________________
 CP1325  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP1325  DYNAMIC HT  -          26.110 (meters)      85.66  (feet)  COMP
 CP1325  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 CP1325
 CP1325  VERT ORDER  -  FIRST     CLASS I
 CP1325
 CP1325.The horizontal coordinates were scaled from a topographic map and have
 CP1325.an estimated accuracy of +/- 6 seconds.
 CP1325
 CP1325.The orthometric height was determined by differential leveling
 CP1325.and adjusted by the National Geodetic Survey in June 1991..
 CP1325
 CP1325.The geoid height was determined by GEOID03.
 CP1325
 CP1325.The dynamic height is computed by dividing the NAVD 88
 CP1325.geopotential number by the normal gravity value computed on the
 CP1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1325.degrees latitude (g = 980.6199 gals.).
 CP1325
 CP1325.The modeled gravity was interpolated from observed gravity values.
 CP1325
 CP1325;                    North         East    Units  Estimated Accuracy
 CP1325;SPC LA N     -   206,180.    1,136,060.      MT  (+/- 180 meters Scaled)
 CP1325
 CP1325                          SUPERSEDED SURVEY CONTROL
 CP1325
 CP1325  NGVD 29 (??/??/??)   26.138  (m)           85.75   (f) ADJUSTED    1 1
 CP1325
 CP1325.Superseded values are not recommended for survey control.
 CP1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1325.See file dsdata.txt to determine how the superseded data were derived.
 CP1325
 CP1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR830810(NAD 83)
 CP1325_MARKER: DB = BENCH MARK DISK
 CP1325_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1325_SP_SET: 117 FT.
 CP1325_STAMPING: R 254 1968
 CP1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1325
 CP1325  HISTORY     - Date     Condition        Report By
 CP1325  HISTORY     - 1968     MONUMENTED       CGS
 CP1325
 CP1325                          STATION DESCRIPTION
 CP1325
 CP1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1325'7.85 MI W FROM DELTA.
 CP1325'7.85 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CP1325'OFFICE AT DELTA, OR ABOUT 8.75 MILES EAST ALONG THE ILLINOIS CENTRAL
 CP1325'RAILROAD FROM THE COURTHOUSE AT TALLULAH, IN SECTION 39, T 16 N, R 14
 CP1325'E, 0.3 MILE WEST OF MILEPOST 8, 36 1/2 FEET NORTH OF THE NORTH RAIL,
 CP1325'41 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 215 FEET
 CP1325'SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A HOUSE,
 CP1325'6 FEET EAST OF TELEPHONE POLE NUMBER 5798, 1.0 FOOT WEST OF A METAL
 CP1325'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 CP1325'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 117
 CP1325'FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE THAT PROJECTS 2 INCHES
 CP1325'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0046 ***********************************************************************
 CQ0046  DESIGNATION -  R 255
 CQ0046  PID         -  CQ0046
 CQ0046  STATE/COUNTY-  LA/OUACHITA
 CQ0046  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0046
 CQ0046                         *CURRENT SURVEY CONTROL
 CQ0046  ___________________________________________________________________
 CQ0046* NAD 83(1986)-  32 30 53.     (N)    092 10 32.     (W)     SCALED    
 CQ0046* NAVD 88     -        39.426  (meters)     129.35   (feet)  ADJUSTED  
 CQ0046  ___________________________________________________________________
 CQ0046  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ0046  DYNAMIC HT  -          39.382 (meters)     129.21  (feet)  COMP
 CQ0046  MODELED GRAV-     979,521.0   (mgal)                       NAVD 88
 CQ0046
 CQ0046  VERT ORDER  -  FIRST     CLASS I
 CQ0046
 CQ0046.The horizontal coordinates were scaled from a topographic map and have
 CQ0046.an estimated accuracy of +/- 6 seconds.
 CQ0046
 CQ0046.The orthometric height was determined by differential leveling
 CQ0046.and adjusted by the National Geodetic Survey in June 1991..
 CQ0046
 CQ0046.The geoid height was determined by GEOID03.
 CQ0046
 CQ0046.The dynamic height is computed by dividing the NAVD 88
 CQ0046.geopotential number by the normal gravity value computed on the
 CQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0046.degrees latitude (g = 980.6199 gals.).
 CQ0046
 CQ0046.The modeled gravity was interpolated from observed gravity values.
 CQ0046
 CQ0046;                    North         East    Units  Estimated Accuracy
 CQ0046;SPC LA N     -   223,430.    1,030,480.      MT  (+/- 180 meters Scaled)
 CQ0046
 CQ0046                          SUPERSEDED SURVEY CONTROL
 CQ0046
 CQ0046  NGVD 29 (??/??/??)   39.476  (m)          129.51   (f) ADJUSTED    1 1
 CQ0046
 CQ0046.Superseded values are not recommended for survey control.
 CQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0046.See file dsdata.txt to determine how the superseded data were derived.
 CQ0046
 CQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR774977(NAD 83)
 CQ0046_MARKER: DB = BENCH MARK DISK
 CQ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0046_STAMPING: R 255 1968
 CQ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0046+STABILITY: SURFACE MOTION
 CQ0046
 CQ0046  HISTORY     - Date     Condition        Report By
 CQ0046  HISTORY     - 1968     MONUMENTED       CGS
 CQ0046  HISTORY     - 1969     GOOD             CGS
 CQ0046
 CQ0046                          STATION DESCRIPTION
 CQ0046
 CQ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0046'4.9 MI NW FROM MONROE.
 CQ0046'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0046'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0046'THENCE 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 80, IN SECTION 29, T 18
 CQ0046'N, R 3 E, 70 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 45 1/2 FEET
 CQ0046'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. J.C. BUTLERS HOUSE, 13 FEET
 CQ0046'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.1 FEET WEST OF A
 CQ0046'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CQ0046'OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE
 CQ0046'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0989 ***********************************************************************
 CQ0989  DESIGNATION -  R 256
 CQ0989  PID         -  CQ0989
 CQ0989  STATE/COUNTY-  LA/LINCOLN
 CQ0989  USGS QUAD   -  RUSTON WEST (1994)
 CQ0989
 CQ0989                         *CURRENT SURVEY CONTROL
 CQ0989  ___________________________________________________________________
 CQ0989* NAD 83(1986)-  32 30 27.     (N)    092 43 09.     (W)     SCALED    
 CQ0989* NAVD 88     -        85.653  (meters)     281.01   (feet)  ADJUSTED  
 CQ0989  ___________________________________________________________________
 CQ0989  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0989  DYNAMIC HT  -          85.557 (meters)     280.70  (feet)  COMP
 CQ0989  MODELED GRAV-     979,517.9   (mgal)                       NAVD 88
 CQ0989
 CQ0989  VERT ORDER  -  FIRST     CLASS I
 CQ0989
 CQ0989.The horizontal coordinates were scaled from a topographic map and have
 CQ0989.an estimated accuracy of +/- 6 seconds.
 CQ0989
 CQ0989.The orthometric height was determined by differential leveling
 CQ0989.and adjusted by the National Geodetic Survey in June 1991..
 CQ0989
 CQ0989.The geoid height was determined by GEOID03.
 CQ0989
 CQ0989.The dynamic height is computed by dividing the NAVD 88
 CQ0989.geopotential number by the normal gravity value computed on the
 CQ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0989.degrees latitude (g = 980.6199 gals.).
 CQ0989
 CQ0989.The modeled gravity was interpolated from observed gravity values.
 CQ0989
 CQ0989;                    North         East    Units  Estimated Accuracy
 CQ0989;SPC LA N     -   222,610.      979,410.      MT  (+/- 180 meters Scaled)
 CQ0989
 CQ0989                          SUPERSEDED SURVEY CONTROL
 CQ0989
 CQ0989  NGVD 29 (??/??/??)   85.725  (m)          281.25   (f) ADJUSTED    1 1
 CQ0989
 CQ0989.Superseded values are not recommended for survey control.
 CQ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0989.See file dsdata.txt to determine how the superseded data were derived.
 CQ0989
 CQ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR263967(NAD 83)
 CQ0989_MARKER: DB = BENCH MARK DISK
 CQ0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0989_SP_SET: BRIDGE
 CQ0989_STAMPING: R 256 1968
 CQ0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0989
 CQ0989  HISTORY     - Date     Condition        Report By
 CQ0989  HISTORY     - 1968     MONUMENTED       CGS
 CQ0989  HISTORY     - 1969     GOOD             CGS
 CQ0989  HISTORY     - 1981     GOOD             LADTD
 CQ0989  HISTORY     - 1987     GOOD             USPSQD
 CQ0989
 CQ0989                          STATION DESCRIPTION
 CQ0989
 CQ0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0989'5.5 MI SW FROM RUSTON.
 CQ0989'ABOUT 0.25 MILE SOUTH ALONG SOUTH TRENTON STREET WHICH IS U.S.
 CQ0989'HIGHWAYS 80 AND 167 FROM THE COURTHOUSE AT RUSTON, THENCE 5.25 MILES
 CQ0989'SOUTHWEST ALONG U.S. HIGHWAY 80, OR ABOUT 4.55 MILES SOUTHEAST ALONG
 CQ0989'U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL AT SIMSBORO, IN SECTION 31, T
 CQ0989'18 N, R 3 W, 0.2 MILE WEST OF THE INTERSECTION OF THE HIGHWAY AND
 CQ0989'STATE HIGHWAY 149, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CQ0989'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST WINGWALL ON A
 CQ0989'CONCRETE HIGHWAY BRIDGE OVER REDWINE CREEK, AND ABOUT LEVEL WITH THE
 CQ0989'HIGHWAY.
 CQ0989
 CQ0989                          STATION RECOVERY (1981)
 CQ0989
 CQ0989'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0989'RECOVERED IN GOOD CONDITION.
 CQ0989
 CQ0989                          STATION RECOVERY (1987)
 CQ0989
 CQ0989'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2020 ***********************************************************************
 CQ2020  DESIGNATION -  R 257
 CQ2020  PID         -  CQ2020
 CQ2020  STATE/COUNTY-  LA/BOSSIER
 CQ2020  USGS QUAD   -  EASTWOOD (1975)
 CQ2020
 CQ2020                         *CURRENT SURVEY CONTROL
 CQ2020  ___________________________________________________________________
 CQ2020* NAD 83(1986)-  32 32 01.     (N)    093 32 50.     (W)     SCALED    
 CQ2020* NAVD 88     -        78.685  (meters)     258.15   (feet)  ADJUSTED  
 CQ2020  ___________________________________________________________________
 CQ2020  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2020  DYNAMIC HT  -          78.595 (meters)     257.86  (feet)  COMP
 CQ2020  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CQ2020
 CQ2020  VERT ORDER  -  FIRST     CLASS I
 CQ2020
 CQ2020.The horizontal coordinates were scaled from a topographic map and have
 CQ2020.an estimated accuracy of +/- 6 seconds.
 CQ2020
 CQ2020.The orthometric height was determined by differential leveling
 CQ2020.and adjusted by the National Geodetic Survey in June 1991..
 CQ2020
 CQ2020.The geoid height was determined by GEOID03.
 CQ2020
 CQ2020.The dynamic height is computed by dividing the NAVD 88
 CQ2020.geopotential number by the normal gravity value computed on the
 CQ2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2020.degrees latitude (g = 980.6199 gals.).
 CQ2020
 CQ2020.The modeled gravity was interpolated from observed gravity values.
 CQ2020
 CQ2020;                    North         East    Units  Estimated Accuracy
 CQ2020;SPC LA N     -   225,960.      901,630.      MT  (+/- 180 meters Scaled)
 CQ2020
 CQ2020                          SUPERSEDED SURVEY CONTROL
 CQ2020
 CQ2020  NGVD 29 (??/??/??)   78.758  (m)          258.39   (f) ADJUSTED    1 1
 CQ2020
 CQ2020.Superseded values are not recommended for survey control.
 CQ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2020.See file dsdata.txt to determine how the superseded data were derived.
 CQ2020
 CQ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR486997(NAD 83)
 CQ2020_MARKER: DB = BENCH MARK DISK
 CQ2020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2020_STAMPING: R 257 1968
 CQ2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2020
 CQ2020  HISTORY     - Date     Condition        Report By
 CQ2020  HISTORY     - 1968     MONUMENTED       CGS
 CQ2020  HISTORY     - 1969     GOOD             CGS
 CQ2020
 CQ2020                          STATION DESCRIPTION
 CQ2020
 CQ2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2020'2.6 MI W FROM HAUGHTON.
 CQ2020'ABOUT 2.6 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ2020'OFFICE AT HAUGHTON, IN SECTION 19, T 18 N, R 11 W, 10 POLES WEST OF
 CQ2020'MILEPOST 156, 40 FEET NORTH OF THE NORTH RAIL, 40 1/2 FEET SOUTH OF A
 CQ2020'FENCE, 7 FEET SOUTH OF TELEPHONE POLE NUMBER 11215 1/2, 1.3 FEET NORTH
 CQ2020'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK, A
 CQ2020'DISK ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE
 CQ2020'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1795 ***********************************************************************
 CQ1795  DESIGNATION -  R 259
 CQ1795  PID         -  CQ1795
 CQ1795  STATE/COUNTY-  LA/CADDO
 CQ1795  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1795
 CQ1795                         *CURRENT SURVEY CONTROL
 CQ1795  ___________________________________________________________________
 CQ1795* NAD 83(1986)-  32 27 11.     (N)    093 43 19.     (W)     SCALED    
 CQ1795* NAVD 88     -        47.762  (meters)     156.70   (feet)  ADJUSTED  
 CQ1795  ___________________________________________________________________
 CQ1795  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1795  DYNAMIC HT  -          47.709 (meters)     156.53  (feet)  COMP
 CQ1795  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 CQ1795
 CQ1795  VERT ORDER  -  FIRST     CLASS I
 CQ1795
 CQ1795.The horizontal coordinates were scaled from a topographic map and have
 CQ1795.an estimated accuracy of +/- 6 seconds.
 CQ1795
 CQ1795.The orthometric height was determined by differential leveling
 CQ1795.and adjusted by the National Geodetic Survey in June 1991..
 CQ1795
 CQ1795.The geoid height was determined by GEOID03.
 CQ1795
 CQ1795.The dynamic height is computed by dividing the NAVD 88
 CQ1795.geopotential number by the normal gravity value computed on the
 CQ1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1795.degrees latitude (g = 980.6199 gals.).
 CQ1795
 CQ1795.The modeled gravity was interpolated from observed gravity values.
 CQ1795
 CQ1795;                    North         East    Units  Estimated Accuracy
 CQ1795;SPC LA N     -   217,200.      885,110.      MT  (+/- 180 meters Scaled)
 CQ1795
 CQ1795                          SUPERSEDED SURVEY CONTROL
 CQ1795
 CQ1795  NGVD 29 (??/??/??)   47.828  (m)          156.92   (f) ADJUSTED    1 1
 CQ1795
 CQ1795.Superseded values are not recommended for survey control.
 CQ1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1795.See file dsdata.txt to determine how the superseded data were derived.
 CQ1795
 CQ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR321908(NAD 83)
 CQ1795_MARKER: DB = BENCH MARK DISK
 CQ1795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1795_SP_SET: CATCH BASIN
 CQ1795_STAMPING: R 259 1969
 CQ1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1795
 CQ1795  HISTORY     - Date     Condition        Report By
 CQ1795  HISTORY     - 1969     MONUMENTED       CGS
 CQ1795  HISTORY     - 1982     GOOD             LADTD
 CQ1795  HISTORY     - 1985     GOOD             USPSQD
 CQ1795  HISTORY     - 1987     GOOD             USPSQD
 CQ1795  HISTORY     - 1989     GOOD             USPSQD
 CQ1795
 CQ1795                          STATION DESCRIPTION
 CQ1795
 CQ1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1795'0.25 MI S FROM SHREVEPORT.
 CQ1795'ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE FROM
 CQ1795'THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 19, T 17
 CQ1795'N, R 13 W, 80 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 CQ1795'NORTHEAST CORNER OF YOUREE DRIVE JUNIOR HIGH SCHOOL, 31 FEET EAST OF
 CQ1795'THE CENTER LINE OF THE EAST TRAFFIC LANE OF THE HIGHWAY, 62 FEET SOUTH
 CQ1795'OF THE CENTER LINE OF CARROLL STREET, SET IN THE TOP OF THE SOUTHWEST
 CQ1795'CORNER OF A CONCRETE CATCH BASIN, 10 FEET NORTH OF POWER POLE NUMBER
 CQ1795'80, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ1795
 CQ1795                          STATION RECOVERY (1982)
 CQ1795
 CQ1795'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1795'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 CQ1795
 CQ1795                          STATION RECOVERY (1985)
 CQ1795
 CQ1795'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1795'SOUTHFIELD STATION POST OFFICE AT SHREVEPORT HAS BEEN RELOCATED 0.2
 CQ1795'MILES SOUTH OF IT'S POSITION WHEN DESCRIPTION WAS WRITTEN. POWER POLE
 CQ1795'DESCRIBED AS NUMBER 80 IS NOW MARKED 1196 50 K 13 SWEPCO.
 CQ1795
 CQ1795                          STATION RECOVERY (1987)
 CQ1795
 CQ1795'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1795'RECOVERED IN GOOD CONDITION.
 CQ1795
 CQ1795                          STATION RECOVERY (1989)
 CQ1795
 CQ1795'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1843 ***********************************************************************
 CQ1843  DESIGNATION -  R 260
 CQ1843  PID         -  CQ1843
 CQ1843  STATE/COUNTY-  LA/CADDO
 CQ1843  USGS QUAD   -  ELM GROVE (1980)
 CQ1843
 CQ1843                         *CURRENT SURVEY CONTROL
 CQ1843  ___________________________________________________________________
 CQ1843* NAD 83(1986)-  32 16 39.     (N)    093 32 32.     (W)     SCALED    
 CQ1843* NAVD 88     -        44.777  (meters)     146.91   (feet)  ADJUSTED  
 CQ1843  ___________________________________________________________________
 CQ1843  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ1843  DYNAMIC HT  -          44.726 (meters)     146.74  (feet)  COMP
 CQ1843  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CQ1843
 CQ1843  VERT ORDER  -  FIRST     CLASS I
 CQ1843
 CQ1843.The horizontal coordinates were scaled from a topographic map and have
 CQ1843.an estimated accuracy of +/- 6 seconds.
 CQ1843
 CQ1843.The orthometric height was determined by differential leveling
 CQ1843.and adjusted by the National Geodetic Survey in February 1994..
 CQ1843
 CQ1843.The geoid height was determined by GEOID03.
 CQ1843
 CQ1843.The dynamic height is computed by dividing the NAVD 88
 CQ1843.geopotential number by the normal gravity value computed on the
 CQ1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1843.degrees latitude (g = 980.6199 gals.).
 CQ1843
 CQ1843.The modeled gravity was interpolated from observed gravity values.
 CQ1843
 CQ1843;                    North         East    Units  Estimated Accuracy
 CQ1843;SPC LA N     -   197,550.      901,820.      MT  (+/- 180 meters Scaled)
 CQ1843
 CQ1843                          SUPERSEDED SURVEY CONTROL
 CQ1843
 CQ1843  NAVD 88 (06/15/91)   44.776  (m)          146.90   (f) UNKNOWN     1 1
 CQ1843  NGVD 29 (??/??/??)   44.828  (m)          147.07   (f) ADJUSTED    1 1
 CQ1843
 CQ1843.Superseded values are not recommended for survey control.
 CQ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1843.See file dsdata.txt to determine how the superseded data were derived.
 CQ1843
 CQ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR489713(NAD 83)
 CQ1843_MARKER: DB = BENCH MARK DISK
 CQ1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1843_STAMPING: R 260 1969
 CQ1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1843+STABILITY: SURFACE MOTION
 CQ1843
 CQ1843  HISTORY     - Date     Condition        Report By
 CQ1843  HISTORY     - 1969     MONUMENTED       CGS
 CQ1843  HISTORY     - 1977     GOOD             NGS
 CQ1843  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ1843  HISTORY     - 1989     POOR             USPSQD
 CQ1843  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1843
 CQ1843                          STATION DESCRIPTION
 CQ1843
 CQ1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1843'16.25 MI SE FROM SHREVEPORT.
 CQ1843'ABOUT 16.25 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1843'STATION POST OFFICE AT SHREVEPORT, IN SECTION 19, T 15 N, R 12 W, 90
 CQ1843'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET EAST OF THE
 CQ1843'CENTER LINE OF ROBINSON ROAD, 85 1/2 FEET SOUTHEAST AND ACROSS THE
 CQ1843'ROAD FROM A POWER POLE WHICH IS BRACED BY A GUY WIRE, 35 1/2 FEET
 CQ1843'SOUTHEAST OF A CORNER FENCE POST, 13 FEET NORTHWEST OF A 30-INCH PECAN
 CQ1843'TREE, 2 FEET SOUTHWEST OF THE FENCE, 1.3 FEET NORTHEAST OF A METAL
 CQ1843'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 CQ1843'THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE THE SURFACE
 CQ1843'OF THE GROUND.
 CQ1843
 CQ1843                          STATION RECOVERY (1977)
 CQ1843
 CQ1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1843'RECOVERED IN GOOD CONDITION.
 CQ1843
 CQ1843                          STATION RECOVERY (1985)
 CQ1843
 CQ1843'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1843'ABOUT 16.05 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1843'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1843'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1843
 CQ1843                          STATION RECOVERY (1989)
 CQ1843
 CQ1843'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1843'MARK RECOVERED IN POOR CONDITION.
 CQ1843
 CQ1843                          STATION RECOVERY (1999)
 CQ1843
 CQ1843'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1447 ***********************************************************************
 CQ1447  DESIGNATION -  R 261
 CQ1447  PID         -  CQ1447
 CQ1447  STATE/COUNTY-  LA/RED RIVER
 CQ1447  USGS QUAD   -  HARMON (1980)
 CQ1447
 CQ1447                         *CURRENT SURVEY CONTROL
 CQ1447  ___________________________________________________________________
 CQ1447* NAD 83(1986)-  32 01 08.     (N)    093 25 45.     (W)     SCALED    
 CQ1447* NAVD 88     -        40.408  (meters)     132.57   (feet)  ADJUSTED  
 CQ1447  ___________________________________________________________________
 CQ1447  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1447  DYNAMIC HT  -          40.361 (meters)     132.42  (feet)  COMP
 CQ1447  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CQ1447
 CQ1447  VERT ORDER  -  FIRST     CLASS I
 CQ1447
 CQ1447.The horizontal coordinates were scaled from a topographic map and have
 CQ1447.an estimated accuracy of +/- 6 seconds.
 CQ1447
 CQ1447.The orthometric height was determined by differential leveling
 CQ1447.and adjusted by the National Geodetic Survey in February 1994..
 CQ1447
 CQ1447.The geoid height was determined by GEOID03.
 CQ1447
 CQ1447.The dynamic height is computed by dividing the NAVD 88
 CQ1447.geopotential number by the normal gravity value computed on the
 CQ1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1447.degrees latitude (g = 980.6199 gals.).
 CQ1447
 CQ1447.The modeled gravity was interpolated from observed gravity values.
 CQ1447
 CQ1447;                    North         East    Units  Estimated Accuracy
 CQ1447;SPC LA N     -   168,780.      912,230.      MT  (+/- 180 meters Scaled)
 CQ1447
 CQ1447                          SUPERSEDED SURVEY CONTROL
 CQ1447
 CQ1447  NAVD 88 (06/15/91)   40.408  (m)          132.57   (f) UNKNOWN     1 1
 CQ1447  NGVD 29 (??/??/??)   40.468  (m)          132.77   (f) ADJUSTED    1 1
 CQ1447
 CQ1447.Superseded values are not recommended for survey control.
 CQ1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1447.See file dsdata.txt to determine how the superseded data were derived.
 CQ1447
 CQ1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR594426(NAD 83)
 CQ1447_MARKER: DB = BENCH MARK DISK
 CQ1447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1447_SP_SET: FOUNDATION
 CQ1447_STAMPING: R 261 1969
 CQ1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1447
 CQ1447  HISTORY     - Date     Condition        Report By
 CQ1447  HISTORY     - 1969     MONUMENTED       CGS
 CQ1447  HISTORY     - 1977     GOOD             NGS
 CQ1447  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ1447
 CQ1447                          STATION DESCRIPTION
 CQ1447
 CQ1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1447'7.15 MI W FROM COUSHATTA.
 CQ1447'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1447'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 2.75 MILES NORTHWEST
 CQ1447'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 1.9 MILES SOUTHWEST
 CQ1447'ALONG STATE HIGHWAY 177, IN SECTION 19, T 12 N, R 10 W, AT THE STUART
 CQ1447'AIRPORT, 132 FEET SOUTHEAST OF THE SOUTH CORNER OF A METAL HANGAR, 88
 CQ1447'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32 1/2 FEET
 CQ1447'NORTHEAST OF THE EAST CORNER OF A METAL BUILDING, SET IN THE TOP OF
 CQ1447'THE NORTH CORNER OF A 11- X 23-FOOT CONCRETE TANK, AND PROJECTS 18
 CQ1447'INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1447
 CQ1447                          STATION RECOVERY (1977)
 CQ1447
 CQ1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1447'RECOVERED IN GOOD CONDITION.
 CQ1447
 CQ1447                          STATION RECOVERY (1997)
 CQ1447
 CQ1447'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1113 ***********************************************************************
 BX1113  DESIGNATION -  R 262
 BX1113  PID         -  BX1113
 BX1113  STATE/COUNTY-  LA/RAPIDES
 BX1113  USGS QUAD   -  RAPIDES (1992)
 BX1113
 BX1113                         *CURRENT SURVEY CONTROL
 BX1113  ___________________________________________________________________
 BX1113* NAD 83(1986)-  31 20 57.     (N)    092 32 05.     (W)     SCALED    
 BX1113* NAVD 88     -        24.215  (meters)      79.45   (feet)  ADJUSTED  
 BX1113  ___________________________________________________________________
 BX1113  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BX1113  DYNAMIC HT  -          24.185 (meters)      79.35  (feet)  COMP
 BX1113  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BX1113
 BX1113  VERT ORDER  -  FIRST     CLASS I
 BX1113
 BX1113.The horizontal coordinates were scaled from a topographic map and have
 BX1113.an estimated accuracy of +/- 6 seconds.
 BX1113
 BX1113.The orthometric height was determined by differential leveling
 BX1113.and adjusted by the National Geodetic Survey in February 1994..
 BX1113
 BX1113.The geoid height was determined by GEOID03.
 BX1113
 BX1113.The dynamic height is computed by dividing the NAVD 88
 BX1113.geopotential number by the normal gravity value computed on the
 BX1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1113.degrees latitude (g = 980.6199 gals.).
 BX1113
 BX1113.The modeled gravity was interpolated from observed gravity values.
 BX1113
 BX1113;                    North         East    Units  Estimated Accuracy
 BX1113;SPC LA N     -    94,150.      996,700.      MT  (+/- 180 meters Scaled)
 BX1113
 BX1113                          SUPERSEDED SURVEY CONTROL
 BX1113
 BX1113  NAVD 88 (06/15/91)   24.214  (m)           79.44   (f) UNKNOWN     1 1
 BX1113  NGVD 29 (??/??/??)   24.207  (m)           79.42   (f) ADJUSTED    1 1
 BX1113
 BX1113.Superseded values are not recommended for survey control.
 BX1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1113.See file dsdata.txt to determine how the superseded data were derived.
 BX1113
 BX1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ442683(NAD 83)
 BX1113_MARKER: DB = BENCH MARK DISK
 BX1113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1113_STAMPING: R 262 1969
 BX1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1113
 BX1113  HISTORY     - Date     Condition        Report By
 BX1113  HISTORY     - 1969     MONUMENTED       CGS
 BX1113  HISTORY     - 1970     GOOD             NGS
 BX1113  HISTORY     - 1977     GOOD             NGS
 BX1113
 BX1113                          STATION DESCRIPTION
 BX1113
 BX1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1113'6.6 MI NW FROM ALEXANDRIA.
 BX1113'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1113'ALEXANDRIA, THENCE 6.15 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1113'RAILWAY, 10 POLES WEST OF MILEPOST 200, 40 FEET SOUTH OF THE SOUTH
 BX1113'RAIL, 8 FEET NORTH OF A FENCE, 2 FEET NORTHEAST OF THE TENTH POLE WEST
 BX1113'OF MILEPOST 200, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET
 BX1113'BELOW THE LEVEL OF THE TRACK, AND WELDED ON THE TOP OF A 4-FOOT LENGTH
 BX1113'OF 3-INCH IRON PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 BX1113'GROUND.
 BX1113
 BX1113                          STATION RECOVERY (1977)
 BX1113
 BX1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1349 ***********************************************************************
 BX1349  DESIGNATION -  R 263
 BX1349  PID         -  BX1349
 BX1349  STATE/COUNTY-  LA/GRANT
 BX1349  USGS QUAD   -  VERDA (1983)
 BX1349
 BX1349                         *CURRENT SURVEY CONTROL
 BX1349  ___________________________________________________________________
 BX1349* NAD 83(1986)-  31 38 13.     (N)    092 51 14.     (W)     SCALED    
 BX1349* NAVD 88     -        47.87   (+/-2cm)     157.1    (feet)  VERTCON   
 BX1349  ___________________________________________________________________
 BX1349  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1349
 BX1349  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1349
 BX1349.The horizontal coordinates were scaled from a topographic map and have
 BX1349.an estimated accuracy of +/- 6 seconds.
 BX1349
 BX1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1349.The vertical order pertains to the NGVD 29 superseded value.
 BX1349
 BX1349.The geoid height was determined by GEOID03.
 BX1349
 BX1349;                    North         East    Units  Estimated Accuracy
 BX1349;SPC LA N     -   126,110.      966,430.      MT  (+/- 180 meters Scaled)
 BX1349
 BX1349                          SUPERSEDED SURVEY CONTROL
 BX1349
 BX1349  NGVD 29 (??/??/??)   47.888  (m)          157.11   (f) ADJUSTED    1 1
 BX1349
 BX1349.Superseded values are not recommended for survey control.
 BX1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1349.See file dsdata.txt to determine how the superseded data were derived.
 BX1349
 BX1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR138002(NAD 83)
 BX1349_MARKER: DB = BENCH MARK DISK
 BX1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1349_STAMPING: R 263 1969
 BX1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1349+STABILITY: SURFACE MOTION
 BX1349
 BX1349  HISTORY     - Date     Condition        Report By
 BX1349  HISTORY     - 1969     MONUMENTED       CGS
 BX1349  HISTORY     - 1987     GOOD             USPSQD
 BX1349  HISTORY     - 20010922 GOOD             USPSQD
 BX1349
 BX1349                          STATION DESCRIPTION
 BX1349
 BX1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1349'3.1 MI SE FROM MONTGOMERY.
 BX1349'ABOUT 3.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1349'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 26,
 BX1349'T 8 N, R 5 W, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 37
 BX1349'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN
 BX1349'RAILWAY, 2 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1.2 FEET NORTHWEST
 BX1349'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILROAD TRACK, ABOUT 1
 BX1349'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1349'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1349
 BX1349                          STATION RECOVERY (1987)
 BX1349
 BX1349'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1349'RECOVERED IN GOOD CONDITION.
 BX1349
 BX1349                          STATION RECOVERY (2001)
 BX1349
 BX1349'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1845 ***********************************************************************
 BX1845  DESIGNATION -  R 264
 BX1845  PID         -  BX1845
 BX1845  STATE/COUNTY-  LA/NATCHITOCHES
 BX1845  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1845
 BX1845                         *CURRENT SURVEY CONTROL
 BX1845  ___________________________________________________________________
 BX1845* NAD 83(1986)-  31 50 27.     (N)    093 03 13.     (W)     SCALED    
 BX1845* NAVD 88     -        34.98   (+/-2cm)     114.8    (feet)  VERTCON   
 BX1845  ___________________________________________________________________
 BX1845  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1845
 BX1845  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1845
 BX1845.The horizontal coordinates were scaled from a topographic map and have
 BX1845.an estimated accuracy of +/- 6 seconds.
 BX1845
 BX1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1845.The vertical order pertains to the NGVD 29 superseded value.
 BX1845
 BX1845.The geoid height was determined by GEOID03.
 BX1845
 BX1845;                    North         East    Units  Estimated Accuracy
 BX1845;SPC LA N     -   148,800.      947,600.      MT  (+/- 180 meters Scaled)
 BX1845
 BX1845                          SUPERSEDED SURVEY CONTROL
 BX1845
 BX1845  NGVD 29 (??/??/??)   35.026  (m)          114.91   (f) ADJUSTED    1 1
 BX1845
 BX1845.Superseded values are not recommended for survey control.
 BX1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1845.See file dsdata.txt to determine how the superseded data were derived.
 BX1845
 BX1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR949227(NAD 83)
 BX1845_MARKER: DB = BENCH MARK DISK
 BX1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1845_SP_SET: CULVERT
 BX1845_STAMPING: R 264 1969
 BX1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1845+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1845
 BX1845  HISTORY     - Date     Condition        Report By
 BX1845  HISTORY     - 1969     MONUMENTED       CGS
 BX1845  HISTORY     - 1986     GOOD             USPSQD
 BX1845  HISTORY     - 19950506 GOOD             USPSQD
 BX1845  HISTORY     - 20010922 GOOD             USPSQD
 BX1845  HISTORY     - 20060610 GOOD             USPSQD
 BX1845
 BX1845                          STATION DESCRIPTION
 BX1845
 BX1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1845'2.0 MI NW FROM CLARENCE.
 BX1845'ABOUT 2.0 MILES NORTHWEST ALONG U. S. HIGHWAYS 71 AND 84 FROM THE
 BX1845'JUNCTION OF U. S. HIGHWAYS 71 AND 84 AT CLARENCE, 27 1/2 FEET
 BX1845'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAYS, SET IN THE TOP OF THE
 BX1845'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 4-CHANNEL
 BX1845'CONCRETE CULVERT WHICH IS DATED 1955 AND IS UNDER THE HIGHWAYS, 45
 BX1845'FEET NORTH OF TELEPHONE POLE NUMBER 8790, AND ABOUT 2 FEET BELOW THE
 BX1845'LEVEL OF THE HIGHWAY.
 BX1845
 BX1845                          STATION RECOVERY (1986)
 BX1845
 BX1845'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1845'RECOVERED IN GOOD CONDITION.
 BX1845
 BX1845                          STATION RECOVERY (1995)
 BX1845
 BX1845'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1845'RECOVERED IN GOOD CONDITION.
 BX1845
 BX1845                          STATION RECOVERY (2001)
 BX1845
 BX1845'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1845'RECOVERED IN GOOD CONDITION.
 BX1845
 BX1845                          STATION RECOVERY (2006)
 BX1845
 BX1845'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1077 ***********************************************************************
 BK1077  DESIGNATION -  R 265
 BK1077  PID         -  BK1077
 BK1077  STATE/COUNTY-  LA/ALLEN
 BK1077  USGS QUAD   -  GUY (1993)
 BK1077
 BK1077                         *CURRENT SURVEY CONTROL
 BK1077  ___________________________________________________________________
 BK1077* NAD 83(1986)-  30 42 37.     (N)    092 43 07.     (W)     SCALED    
 BK1077* NAVD 88     -        28.586  (meters)      93.79   (feet)  ADJUSTED  
 BK1077  ___________________________________________________________________
 BK1077  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK1077  DYNAMIC HT  -          28.549 (meters)      93.66  (feet)  COMP
 BK1077  MODELED GRAV-     979,359.2   (mgal)                       NAVD 88
 BK1077
 BK1077  VERT ORDER  -  FIRST     CLASS I
 BK1077
 BK1077.The horizontal coordinates were scaled from a topographic map and have
 BK1077.an estimated accuracy of +/- 6 seconds.
 BK1077
 BK1077.The orthometric height was determined by differential leveling
 BK1077.and adjusted by the National Geodetic Survey in February 1994..
 BK1077
 BK1077.The geoid height was determined by GEOID03.
 BK1077
 BK1077.The dynamic height is computed by dividing the NAVD 88
 BK1077.geopotential number by the normal gravity value computed on the
 BK1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1077.degrees latitude (g = 980.6199 gals.).
 BK1077
 BK1077.The modeled gravity was interpolated from observed gravity values.
 BK1077
 BK1077;                    North         East    Units  Estimated Accuracy
 BK1077;SPC LA S     -   245,810.      867,310.      MT  (+/- 180 meters Scaled)
 BK1077
 BK1077                          SUPERSEDED SURVEY CONTROL
 BK1077
 BK1077  NAVD 88 (06/15/91)   28.575  (m)           93.75   (f) UNKNOWN     1 1
 BK1077  NGVD 29 (??/??/??)   28.559  (m)           93.70   (f) ADJUSTED    1 1
 BK1077
 BK1077.Superseded values are not recommended for survey control.
 BK1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1077.See file dsdata.txt to determine how the superseded data were derived.
 BK1077
 BK1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP269975(NAD 83)
 BK1077_MARKER: DB = BENCH MARK DISK
 BK1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1077_SP_SET: CULVERT
 BK1077_STAMPING: R 265 1969
 BK1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1077
 BK1077  HISTORY     - Date     Condition        Report By
 BK1077  HISTORY     - 1969     MONUMENTED       CGS
 BK1077  HISTORY     - 1970     GOOD             NGS
 BK1077
 BK1077                          STATION DESCRIPTION
 BK1077
 BK1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1077'6.8 MI NE FROM OBERLIN.
 BK1077'ABOUT 6.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1077'STATION AT OBERLIN, OR ABOUT 8.05 MILES SOUTHWEST ALONG THE MISSOURI
 BK1077'PACIFIC RAILROAD FROM THE STATION AT OAKDALE, 0.25 MILE NORTHEAST OF
 BK1077'MILEPOST 644, 0.2 MILE SOUTHWEST OF A CURVE IN U.S. HIGHWAY 165, 235
 BK1077'FEET NORTHWEST OF THE NORTHWEST RAIL, 73 1/2 FEET NORTHWEST OF THE
 BK1077'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE
 BK1077'SOUTHEAST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER AN OLD
 BK1077'ROAD, 1 1/2 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE FOR THE
 BK1077'HIGHWAY, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2194 ***********************************************************************
 BX2194  DESIGNATION -  R 27
 BX2194  PID         -  BX2194
 BX2194  STATE/COUNTY-  LA/DE SOTO
 BX2194  USGS QUAD   -  TRENTON (1995)
 BX2194
 BX2194                         *CURRENT SURVEY CONTROL
 BX2194  ___________________________________________________________________
 BX2194* NAD 83(1986)-  31 52 53.     (N)    093 41 54.     (W)     SCALED    
 BX2194* NAVD 88     -        77.03   (+/-2cm)     252.7    (feet)  VERTCON   
 BX2194  ___________________________________________________________________
 BX2194  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX2194
 BX2194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2194
 BX2194.The horizontal coordinates were scaled from a topographic map and have
 BX2194.an estimated accuracy of +/- 6 seconds.
 BX2194
 BX2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2194.The vertical order pertains to the NGVD 29 superseded value.
 BX2194
 BX2194.The geoid height was determined by GEOID03.
 BX2194
 BX2194;                    North         East    Units  Estimated Accuracy
 BX2194;SPC LA N     -   153,790.      886,630.      MT  (+/- 180 meters Scaled)
 BX2194
 BX2194                          SUPERSEDED SURVEY CONTROL
 BX2194
 BX2194  NGVD 29 (??/??/??)   77.104  (m)          252.97   (f) ADJUSTED    2 0
 BX2194
 BX2194.Superseded values are not recommended for survey control.
 BX2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2194.See file dsdata.txt to determine how the superseded data were derived.
 BX2194
 BX2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR339275(NAD 83)
 BX2194_MARKER: DB = BENCH MARK DISK
 BX2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2194_STAMPING: R 27 1935
 BX2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2194+STABILITY: SURFACE MOTION
 BX2194
 BX2194  HISTORY     - Date     Condition        Report By
 BX2194  HISTORY     - 1935     MONUMENTED       CGS
 BX2194  HISTORY     - 1962     GOOD             CGS
 BX2194  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX2194
 BX2194                          STATION DESCRIPTION
 BX2194
 BX2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX2194'7.1 MI N FROM CONVERSE.
 BX2194'IN DE SOTO PARISH, 7.1 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BX2194'RAILWAY FROM CONVERSE, SABINE PARISH, 80 FEET NORTHWEST OF MILEPOST
 BX2194'603, 45 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 171, AND 27 FEET
 BX2194'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED R 27
 BX2194'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX2194
 BX2194                          STATION RECOVERY (1997)
 BX2194
 BX2194'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2379 ***********************************************************************
 BX2379  DESIGNATION -  R 270
 BX2379  PID         -  BX2379
 BX2379  STATE/COUNTY-  LA/DE SOTO
 BX2379  USGS QUAD   -  LOGANSPORT EAST (1984)
 BX2379
 BX2379                         *CURRENT SURVEY CONTROL
 BX2379  ___________________________________________________________________
 BX2379* NAD 83(1986)-  31 59 53.     (N)    093 59 35.     (W)     SCALED    
 BX2379* NAVD 88     -        72.523  (meters)     237.94   (feet)  ADJUSTED  
 BX2379  ___________________________________________________________________
 BX2379  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX2379  DYNAMIC HT  -          72.439 (meters)     237.66  (feet)  COMP
 BX2379  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 BX2379
 BX2379  VERT ORDER  -  FIRST     CLASS II
 BX2379
 BX2379.The horizontal coordinates were scaled from a topographic map and have
 BX2379.an estimated accuracy of +/- 6 seconds.
 BX2379
 BX2379.The orthometric height was determined by differential leveling
 BX2379.and adjusted by the National Geodetic Survey in June 1991..
 BX2379
 BX2379.The geoid height was determined by GEOID03.
 BX2379
 BX2379.The dynamic height is computed by dividing the NAVD 88
 BX2379.geopotential number by the normal gravity value computed on the
 BX2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2379.degrees latitude (g = 980.6199 gals.).
 BX2379
 BX2379.The modeled gravity was interpolated from observed gravity values.
 BX2379
 BX2379;                    North         East    Units  Estimated Accuracy
 BX2379;SPC LA N     -   167,070.      858,930.      MT  (+/- 180 meters Scaled)
 BX2379
 BX2379                          SUPERSEDED SURVEY CONTROL
 BX2379
 BX2379  NGVD 29 (??/??/??)   72.582  (m)          238.13   (f) ADJUSTED    1 2
 BX2379
 BX2379.Superseded values are not recommended for survey control.
 BX2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2379.See file dsdata.txt to determine how the superseded data were derived.
 BX2379
 BX2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR061406(NAD 83)
 BX2379_MARKER: DB = BENCH MARK DISK
 BX2379_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2379_SP_SET: STAINLESS STEEL ROD
 BX2379_STAMPING: R 270 1979
 BX2379_PROJECTION: FLUSH
 BX2379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2379+STABILITY: POSITION/ELEVATION WELL
 BX2379_ROD/PIPE-DEPTH: 6.10 meters
 BX2379
 BX2379  HISTORY     - Date     Condition        Report By
 BX2379  HISTORY     - 1979     MONUMENTED       NGS
 BX2379  HISTORY     - 19970208 GOOD             USPSQD
 BX2379
 BX2379                          STATION DESCRIPTION
 BX2379
 BX2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2379'1.6 MI NE FROM LOGANSPORT.
 BX2379'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF U.S.
 BX2379'HIGHWAY 84 IN LOGANSPORT, 32.5 FT. NORTHWEST OF THE CENTERLINE OF
 BX2379'THE HIGHWAY, 44.0 FT. NORTHEAST OF THE CENTERLINE OF A TRACK ROAD
 BX2379'LEADING WEST, 177.0 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 BX2379'AMERICAN LEGION BRICK BUILDING, 53.0 FT. SOUTHEAST OF A LONE 24-INCH
 BX2379'PINE TREE, 3.0 FT. SOUTHWEST OF POWERLINE POLE NUMBER 1.  DISK IS 4
 BX2379'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BX2379'SCREW PLUG.
 BX2379'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 BX2379'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BX2379
 BX2379                          STATION RECOVERY (1997)
 BX2379
 BX2379'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1780 ***********************************************************************
 BJ1780  DESIGNATION -  R 275
 BJ1780  PID         -  BJ1780
 BJ1780  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1780  USGS QUAD   -  KENTWOOD (1980)
 BJ1780
 BJ1780                         *CURRENT SURVEY CONTROL
 BJ1780  ___________________________________________________________________
 BJ1780* NAD 83(1986)-  30 54 38.     (N)    090 30 43.     (W)     SCALED    
 BJ1780* NAVD 88     -        59.775  (meters)     196.11   (feet)  READJUSTED
 BJ1780  ___________________________________________________________________
 BJ1780  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ1780  DYNAMIC HT  -          59.700 (meters)     195.87  (feet)  COMP
 BJ1780  MODELED GRAV-     979,354.8   (mgal)                       NAVD 88
 BJ1780
 BJ1780  VERT ORDER  -  ?
 BJ1780
 BJ1780.The horizontal coordinates were scaled from a topographic map and have
 BJ1780.an estimated accuracy of +/- 6 seconds.
 BJ1780
 BJ1780.The orthometric height was determined by differential leveling
 BJ1780.and adjusted by the National Geodetic Survey in June 1991..
 BJ1780.The height was derived from older observations constrained to new
 BJ1780.heights in a crustal motion area.  The height is approximate in
 BJ1780.relation to other heights in its vicinity.
 BJ1780
 BJ1780.The geoid height was determined by GEOID03.
 BJ1780
 BJ1780.The dynamic height is computed by dividing the NAVD 88
 BJ1780.geopotential number by the normal gravity value computed on the
 BJ1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1780.degrees latitude (g = 980.6199 gals.).
 BJ1780
 BJ1780.The modeled gravity was interpolated from observed gravity values.
 BJ1780
 BJ1780;                    North         East    Units  Estimated Accuracy
 BJ1780;SPC LA S     -   267,490.    1,078,520.      MT  (+/- 180 meters Scaled)
 BJ1780
 BJ1780                          SUPERSEDED SURVEY CONTROL
 BJ1780
 BJ1780  NGVD 29 (??/??/??)   59.759  (m)          196.06   (f) ADJUSTED    1 1
 BJ1780
 BJ1780.Superseded values are not recommended for survey control.
 BJ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1780.See file dsdata.txt to determine how the superseded data were derived.
 BJ1780
 BJ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ377223(NAD 83)
 BJ1780_MARKER: DB = BENCH MARK DISK
 BJ1780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1780_SP_SET: BRIDGE
 BJ1780_STAMPING: R 275 1969
 BJ1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1780
 BJ1780  HISTORY     - Date     Condition        Report By
 BJ1780  HISTORY     - 1969     MONUMENTED       CGS
 BJ1780  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1780
 BJ1780                          STATION DESCRIPTION
 BJ1780
 BJ1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1780'2.0 MI S FROM KENTWOOD.
 BJ1780'ABOUT 2.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1780'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, 0.1 MILE NORTH OF MILEPOST
 BJ1780'831, SET ON THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE
 BJ1780'WING WALL FOR A BRIDGE OVER BUTTON CREEK, 8.3 FEET WEST OF THE WEST
 BJ1780'RAIL AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 BJ1780
 BJ1780                          STATION RECOVERY (1992)
 BJ1780
 BJ1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1780'THE PORTION OF THE RETAINING WALL THAT THE DISK WAS IN HAS BEEN HIT
 BJ1780'AND BROKEN OFF.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0402 ***********************************************************************
 AU0402  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0402  DESIGNATION -  R 276
 AU0402  PID         -  AU0402
 AU0402  STATE/COUNTY-  LA/JEFFERSON
 AU0402  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0402
 AU0402                         *CURRENT SURVEY CONTROL
 AU0402  ___________________________________________________________________
 AU0402* NAD 83(1992)-  29 55 36.06548(N)    090 12 24.94549(W)     ADJUSTED  
 AU0402* NAVD 88     -         3.72 **(meters)      12.2  **(feet)  GPS OBS(2004.65)
 AU0402  **This station is located in a subsidence area (see below).
 AU0402  ___________________________________________________________________
 AU0402  X           -     -19,980.385 (meters)                     COMP
 AU0402  Y           -  -5,532,260.313 (meters)                     COMP
 AU0402  Z           -   3,163,321.737 (meters)                     COMP
 AU0402  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU0402  ELLIP HEIGHT-         -22.27  (meters)          (05/09/05) GPS OBS
 AU0402  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU0402  DYNAMIC HT  -           3.72  (meters)      12.2   (feet)  COMP
 AU0402  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 AU0402  OBS GRAVITY -     979,310.5   (mgal)                       GRAV_OBS
 AU0402
 AU0402  HORZ ORDER  -  B
 AU0402  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0402  ELLP ORDER  -  FOURTH    CLASS II
 AU0402
 AU0402.The horizontal coordinates were established by GPS observations
 AU0402.and adjusted by the National Geodetic Survey in May 2005..
 AU0402
 AU0402 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0402 ** and geoid heights are valid at the date of observation. These heights
 AU0402 ** must always be validated when used as control.
 AU0402 ** The orthometric height was determined by GPS observations using
 AU0402 ** precise GPS observation and processing techniques and a new
 AU0402 ** realization of GEOID03. It supersedes the leveled height previously
 AU0402 ** determined for this station.
 AU0402 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0402 ** epoch indicated which incorporates improved geoid heights for the
 AU0402 ** Southern Louisiana Subsidence area.
 AU0402 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0402.The orthometric height was determined by GPS observations and a
 AU0402.high-resolution geoid model using precise GPS observation and
 AU0402.processing techniques. It supersedes the leveled height previously
 AU0402.determined for this station.
 AU0402.WARNING-GPS observations at this control monument resulted in a GPS
 AU0402.derived orthometric height which differed from the leveled height by
 AU0402.more than one decimeter (0.1 meter).
 AU0402.The vertical order pertains to the first NAVD 88 superseded value.
 AU0402
 AU0402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0402
 AU0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0402
 AU0402.The ellipsoidal height was determined by GPS observations
 AU0402.and is referenced to NAD 83.
 AU0402
 AU0402.The geoid height was determined by GEOID03.
 AU0402
 AU0402.The dynamic height is computed by dividing the NAVD 88
 AU0402.geopotential number by the normal gravity value computed on the
 AU0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0402.degrees latitude (g = 980.6199 gals.).
 AU0402
 AU0402.The modeled gravity was interpolated from observed gravity values.
 AU0402.The observed gravity was obtained from relative gravimeter ties
 AU0402.to the IGSN71 gravity network.
 AU0402
 AU0402;                    North         East     Units Scale Factor Converg.
 AU0402;SPC LA S     -   158,674.418 1,108,752.597   MT  0.99992658   +0 33 47.6
 AU0402;SPC LA S     -   520,584.32  3,637,632.48   sFT  0.99992658   +0 33 47.6
 AU0402;UTM  15      - 3,313,941.928   769,637.020   MT  1.00049711   +1 23 39.4
 AU0402
 AU0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0402!SPC LA S     -   1.00000350  x   0.99992658  =   0.99993008
 AU0402!UTM  15      -   1.00000350  x   1.00049711  =   1.00050061
 AU0402
 AU0402                          SUPERSEDED SURVEY CONTROL
 AU0402
 AU0402  ELLIP H (09/30/02)  -22.29   (m)                       GP(       ) 4 2
 AU0402  NAD 83(1992)-  29 55 36.06634(N)    090 12 24.94530(W) AD(       ) 1
 AU0402  ELLIP H (01/21/93)  -22.28   (m)                       GP(       ) 4 2
 AU0402  NAD 83(1986)-  29 55 36.08251(N)    090 12 24.94545(W) AD(       ) 1
 AU0402  NAD 27      -  29 55 35.34529(N)    090 12 24.67214(W) AD(       ) 1
 AU0402  NAVD 88 (12/05/96)    3.870  (m)           12.70   (f) ADJUSTED    1 2
 AU0402  NAVD 88 (02/14/94)    3.854  (m)           12.64   (f) UNKNOWN     1 2
 AU0402  NAVD 88 (06/15/91)    3.911  (m)           12.83   (f) UNKNOWN     1 2
 AU0402  NGVD 29 (??/??/??)    3.956  (m)           12.98   (f) ADJUSTED    1 2
 AU0402
 AU0402.Superseded values are not recommended for survey control.
 AU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0402.See file dsdata.txt to determine how the superseded data were derived.
 AU0402
 AU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6963713942(NAD 83)
 AU0402_MARKER: DD = SURVEY DISK
 AU0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0402_SP_SET: 104 FT
 AU0402_STAMPING: R 276 1969
 AU0402_MARK LOGO: CGS   
 AU0402_PROJECTION: RECESSED 30 CENTIMETERS
 AU0402_MAGNETIC: I = MARKER IS A STEEL ROD
 AU0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0402+STABILITY: SURFACE MOTION
 AU0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0402+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 AU0402_ROD/PIPE-DEPTH: 31.7 meters
 AU0402
 AU0402  HISTORY     - Date     Condition        Report By
 AU0402  HISTORY     - 1969     MONUMENTED       CGS
 AU0402  HISTORY     - 1977     GOOD             NGS
 AU0402  HISTORY     - 1984     GOOD             NGS
 AU0402  HISTORY     - 1985     GOOD             NGS
 AU0402  HISTORY     - 1985     GOOD             LA-051
 AU0402  HISTORY     - 1987     GOOD             LADTD
 AU0402  HISTORY     - 19941201 GOOD             NGS
 AU0402  HISTORY     - 20050512 GOOD             3001
 AU0402
 AU0402                          STATION DESCRIPTION
 AU0402
 AU0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0402'IN HARAHAN.
 AU0402'AT HARAHAN, ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 48 FROM THE POST
 AU0402'OFFICE, THENCE 0.7 MILE SOUTH ALONG O. K. AVENUE, AT THE JUNCTION OF
 AU0402'RIVERSIDE DRIVE, AT THE BASE OF THE MISSISSIPPI RIVER LEVEE, 28 FEET
 AU0402'SOUTH OF THE CENTER LINE OF RIVERSIDE DRIVE, 19 FEET EAST OF A POWER
 AU0402'LINE POLE WITH TWO GUY WIRES AND SUPPORTING A STREET LIGHT, 5 FEET
 AU0402'EAST OF THE EXTENDED CENTER LINE OF O. K. AVENUE LEADING NORTH, 0.9
 AU0402'FEET NORTHWEST OF THE GROUND END OF THE EAST GUY WIRE, 1 FOOT ABOVE
 AU0402'THE LEVEL OF RIVERSIDE DRIVE AND IS A DISK ON THE TOP OF A COPPER
 AU0402'COATED STEEL ROD 3 INCHES BELOW THE LEVEL OF THE GROUND AND PROTECTED
 AU0402'BY A 5 INCH METAL PIPE WHICH IS 1 INCH BELOW THE LEVEL OF THE GROUND.
 AU0402'THE ROD WAS DRIVEN TO A DEPTH OF 104 FEET.
 AU0402
 AU0402                          STATION RECOVERY (1977)
 AU0402
 AU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0402'AT HARAHAN, ABOUT 0.7 MILE WEST ALONG JEFFERSON HIGHWAY (STATE
 AU0402'HIGHWAY 48) FROM THE POST OFFICE, THEN 0.6 MILE SOUTH ALONG OK AVE.,E
 AU0402'AT THE JUNCTION OF RIVERSIDE DRIVE AND THE BASE OF THE MISSISSIPPI
 AU0402'RIVER LEVEE, 25 FEET SOUTH OF THE CENTER OF RIVERSIDE DRIVE, 45.5 FT.
 AU0402'SOUTH OF THE CENTER OF OK AVENUE AT THE JUNCTION OF RIVERSIDE DRIVE,
 AU0402'19.2 FEET EAST-SOUTHEAST OF A POWER LINE POLE WITH TWO GUY WIRES,
 AU0402'AND SUPPORTING A STREET LIGHT, 17.7 FEET EAST OF THE SOUTH GUY WIRE,
 AU0402'15.3 FEET SOUTHWEST OF THE CENTER OF A STORM DRAIN, 13.7 FEET SOUTH
 AU0402'OF AN ELEVATED CURB LINE, 12 FEET NORTH OF THE NORTH EDGE OF A FLAT
 AU0402'PART IN THE LEVEE, 11.5 FEET SOUTHEAST OF THE EAST GUY WIRE, THERE
 AU0402'IS AN 18 INCH PIECE OF PCV PLASTIC TUBING 4-INCHES IN DIAMETER SET
 AU0402'CLOSE TO THE MARK FOR EASIER RECOVERY.
 AU0402
 AU0402                          STATION RECOVERY (1984)
 AU0402
 AU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU0402'RECOVERED IN GOOD CONDITION.
 AU0402
 AU0402                          STATION RECOVERY (1985)
 AU0402
 AU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AU0402'RECOVERED IN GOOD CONDITION.
 AU0402
 AU0402                          STATION RECOVERY (1985)
 AU0402
 AU0402'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1985
 AU0402'RECOVERED IN GOOD CONDITION.
 AU0402
 AU0402                          STATION RECOVERY (1987)
 AU0402
 AU0402'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU0402'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU0402'A NEW DESCRIPTION FOLLOWS.
 AU0402'
 AU0402'THE STATION IS LOCATED ABOUT 4.5 KM (2.5 MI)
 AU0402'SOUTHWEST OF THE NORTHWEST END OF THE HUEY P LONG BRIDGE,
 AU0402'0.25 KM (0.15 MI) SOUTHEAST OF THE SOUTHEAST CORNER OF THE COLONIAL
 AU0402'COUNTRY CLUB.
 AU0402'OWNERSHIP--EAST JEFFERSON PARISH LEVEE DISTRICT, C/O BILL
 AU0402'MIDDLETON, DIRECTOR. 5333 RIVER ROAD, HARAHAN, LA.  70123
 AU0402'PHONE 504-733-0087.
 AU0402'
 AU0402'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU0402'HIGHWAY 48 AT THE NORTHEAST END OF THE HUEY P LONG BRIDGE, GO
 AU0402'SOUTHWEST FOR 2.04 KM (1.3 MI) ON HIGHWAY 48 TO A CROSS STREET JUST
 AU0402'PAST AN OVERHEAD TRANSMISSION LINE.
 AU0402'TURN LEFT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) ON HICKORY STREET
 AU0402'TO A T-ROAD AT THE LEVEE.
 AU0402'TURN RIGHT AND GO SOUTHWEST FOR 1.64 KM (1 MI) ON RIVER ROAD TO OK
 AU0402'AVENUE ON THR RIGHT AND THE STATION ON THE LEFT.
 AU0402'
 AU0402'THE STATION IS A STANDARD CGS DISK
 AU0402'STAMPED---R 276 1969---,
 AU0402'SET INTO
 AU0402'CRIMPED ONTO A STAINLESS STEEL ROD 30 CM BELOW THE FROUND AND
 AU0402'ENCASED IN A 10-INCH PVC PIPE.
 AU0402'29.1 METERS (95.5 FT) NORTH FROM THE LEVEE ROAD CENTER,
 AU0402'8 METERS (26.3 FT) SOUTH FROM THE CENTER OF RIVER ROAD,
 AU0402'5.8 METERS (19 FT) SOUTHEAST FROM A UTILITY POLE AND
 AU0402'5.5 METERS (8 FT) EAST FROM A UTILITY POLE GUYWIRE ON THE SOUTH
 AU0402'SIDE OF THE POLE.
 AU0402
 AU0402                          STATION RECOVERY (1994)
 AU0402
 AU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0402'IN HARAHAN, AT THE INTERSECTION OF RIVERSIDE DRIVE AND OK AVENUE, 8.9
 AU0402'M (29.2 FT) SOUTH-SOUTHWEST OF THE DRIVE CENTER, 5.4 M (17.7 FT)
 AU0402'SOUTHEAST OF A UTILITY LIGHT POLE, 4.4 M (14.4 FT) SOUTHWEST OF THE
 AU0402'SOUTHWEST CORNER OF A STORM DRAIN, 0.5 M (1.6 FT) EAST-SOUTHEAST OF
 AU0402'THE EXTENDED AVENUE CENTER, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AU0402'DRIVE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED
 AU0402'0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 AU0402
 AU0402                          STATION RECOVERY (2005)
 AU0402
 AU0402'RECOVERY NOTE BY 3001, INC 2005 (KC)
 AU0402'THE STATION IS LOCATED IN HARAHAN, 2.5 MILES SOUTHWEST OF THE HUEY P
 AU0402'LONG BRIDGE OVER  THE MISSISSIPPI RIVER, 3.5 MILES SOUTH OF HWY 61,
 AU0402'5.3 MILES SOUTH-SOUTHEAST OF THE NEW  ORLEANS INTERNATIONAL AIRPORT.
 AU0402' 
 AU0402'OWNERSHIP- CORPS OF ENGINEERS
 AU0402' 
 AU0402'TO REACH THE STATION FROM THE INTERSECTION OF RIVERSIDE DRIVE AND HUEY
 AU0402'P LONG BRIDGE  ON THE LEFT BANK OF RIVER, GO WEST-SOUTHWEST ON THE
 AU0402'RIVERSIDE DRIVE FOR 2.55 MILES TO  STATION ON LEFT AND OK AVE ON
 AU0402'RIGHT.
 AU0402' 
 AU0402'THE STATION IS 29.2 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AU0402'RIVERSIDE DRIVE, 17.8 FEET  SOUTHEAST OF A UTILITY POLE WITH STREET
 AU0402'LIGHT, 14.4 FEET SOUTHWEST OF THE SOUTHWEST  CORNER OF A STORM DRAIN,
 AU0402'1.5 FEET EAST-SOUTHEAST OF THE EXTENDED CENTERLINE OF OK AVE.
 AU0402'STATION IS A STANDARAD DISK SET ON A COPPER CLAD STEEL ROD WITHOUT A
 AU0402'SLEEVE TO A DEPTH  OF 31.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3318 ***********************************************************************
 AU3318  DESIGNATION -  R 276 AZ MK
 AU3318  PID         -  AU3318
 AU3318  STATE/COUNTY-  LA/JEFFERSON
 AU3318  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3318
 AU3318                         *CURRENT SURVEY CONTROL
 AU3318  ___________________________________________________________________
 AU3318* NAD 83(1992)-  29 55 38.57034(N)    090 12 10.67311(W)     ADJUSTED  
 AU3318* NAVD 88     -         5.2  **(meters)      17.   **(feet)  VERTCON   
 AU3318  **This station is located in a subsidence area (see below).
 AU3318  ___________________________________________________________________
 AU3318  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU3318  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU3318
 AU3318  HORZ ORDER  -  SECOND
 AU3318
 AU3318.The horizontal coordinates were established by classical geodetic methods
 AU3318.and adjusted by the National Geodetic Survey in January 1993..
 AU3318.No horizontal observational check was made to the station.
 AU3318
 AU3318 ** The orthometric height has not been validated since last determined
 AU3318 ** by differential leveling and should not be used for control purposes.
 AU3318 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3318 ** area with valid NAVD 88 orthometric heights.
 AU3318 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3318 ** epoch indicated which incorporates improved geoid heights for the
 AU3318 ** Southern Louisiana Subsidence area.
 AU3318 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3318
 AU3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3318
 AU3318.The geoid height was determined by GEOID03.
 AU3318
 AU3318;                    North         East     Units Scale Factor Converg.
 AU3318;SPC LA S     -   158,755.308 1,109,134.595   MT  0.99992656   +0 33 54.7
 AU3318;SPC LA S     -   520,849.71  3,638,885.75   sFT  0.99992656   +0 33 54.7
 AU3318;UTM  15      - 3,314,028.399   770,018.022   MT  1.00049965   +1 23 46.7
 AU3318
 AU3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3318!SPC LA S     -   1.00000327  x   0.99992656  =   0.99992983
 AU3318!UTM  15      -   1.00000327  x   1.00049965  =   1.00050292
 AU3318
 AU3318                          SUPERSEDED SURVEY CONTROL
 AU3318
 AU3318  NAD 83(1986)-  29 55 38.58650(N)    090 12 10.67326(W) AD(       ) 2
 AU3318  NAD 27      -  29 55 37.84936(N)    090 12 10.40033(W) AD(       ) 2
 AU3318  NGVD 29 (05/20/88)    5.3    (m)           17.     (f) VERT ANG       
 AU3318
 AU3318.Superseded values are not recommended for survey control.
 AU3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3318.See file dsdata.txt to determine how the superseded data were derived.
 AU3318
 AU3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7001814028(NAD 83)
 AU3318_MARKER: DZ = AZIMUTH MARK DISK
 AU3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3318_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3318+STABILITY: SURFACE MOTION
 AU3318
 AU3318  HISTORY     - Date     Condition        Report By
 AU3318  HISTORY     - 1987     MONUMENTED       LADTD
 AU3318
 AU3318                          STATION DESCRIPTION
 AU3318
 AU3318'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3318'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 AU3318'SOUTHEAST OF THE NORTHWEST END OF THE HUEY P. LONG BRIDGE,
 AU3318'0.25 KM (0.15 MI) SOUTHEAST OF THE SOUTHEAST CORNER OF THE COLONIAL
 AU3318'COUNTRY CLUB ALONG RIVER ROAD.
 AU3318'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICT, C O BILL MIDDLETON,
 AU3318'DIRECTOR, 5333 RIVER ROAD, HARRAHAN LA 70123. PHONE 504-733-0087.
 AU3318'
 AU3318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU3318'HIGHWAY 48 AT THE NORTHWEST END OF THE HUEY P. LONG BRIDGE, GO
 AU3318'SOUTHWEST FOR 2.04 KM (1.3 MI) ON HIGHWAY 48 TO A CROSS STREET JUST
 AU3318'PASS AN OVERHEAD TRANSMISSION LINE.
 AU3318'TURN LEFT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) ON HICKORY STREET
 AU3318'TO A T-ROAD AT LEVEE.
 AU3318'TURN RIGHT AND GO SOUTHWEST FOR 1.24 KM (0.75 MI) ON RIVER ROAD TO
 AU3318'WEST IMPERIAL DRIVE ON THE RIGHT AND THE MARK ON THE LEFT.
 AU3318'
 AU3318'THE STATION IS A STANDARD NGS DISK
 AU3318'STAMPED---R 276 JPE AZ MK 1987 ---,
 AU3318'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3318'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 AU3318'24.5 METERS (89.4 FT) WEST-SOUTHWEST FROM A UTILITY POLE,
 AU3318'23.5 METERS (77.1 FT) NORTH FROM THE LEVEE ROAD CENTER,
 AU3318'22.0 METERS (72.2 FT) SOUTH-SOUTHEAST FROM A METAT LIGHT POLE,
 AU3318'8.0 METERS (26.3 FT) WEST FROM AN EXPOSED PIPELINE CROSSING LEVEE,
 AU3318'AND
 AU3318'23.1 METERS (75.8 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2179 ***********************************************************************
 BJ2179  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ2179  DESIGNATION -  R 277
 BJ2179  PID         -  BJ2179
 BJ2179  STATE/COUNTY-  LA/IBERIA
 BJ2179  USGS QUAD   -  NEW IBERIA NORTH (1983)
 BJ2179
 BJ2179                         *CURRENT SURVEY CONTROL
 BJ2179  ___________________________________________________________________
 BJ2179* NAD 83(1992)-  30 00 20.49072(N)    091 49 17.76506(W)     ADJUSTED  
 BJ2179* NAVD 88     -         5.28 **(meters)      17.3  **(feet)  LEVELING(2004.65)
 BJ2179  **This station is located in a subsidence area (see below).
 BJ2179  **This station is included in the VTDP model (see below).
 BJ2179  ___________________________________________________________________
 BJ2179  EPOCH DATE  -        2004.65
 BJ2179  X           -    -175,719.313 (meters)                     COMP
 BJ2179  Y           -  -5,525,128.919 (meters)                     COMP
 BJ2179  Z           -   3,170,909.368 (meters)                     COMP
 BJ2179  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2179  ELLIP HEIGHT-         -21.55  (meters)          (06/22/05) GPS OBS
 BJ2179  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ2179  DYNAMIC HT  -           5.27  (meters)      17.3   (feet)  COMP
 BJ2179  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 BJ2179
 BJ2179  HORZ ORDER  -  B
 BJ2179  VERT ORDER  -  THIRD
 BJ2179  ELLP ORDER  -  FOURTH    CLASS I
 BJ2179
 BJ2179.The horizontal coordinates were established by GPS observations
 BJ2179.and adjusted by the National Geodetic Survey in June 2005..
 BJ2179.The horizontal coordinates are valid at the epoch date displayed above.
 BJ2179.The epoch date for horizontal control is a decimal equivalence
 BJ2179.of Year/Month/Day.
 BJ2179
 BJ2179 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2179 ** and geoid heights are valid at the date of observation. These heights
 BJ2179 ** must always be validated when used as control.
 BJ2179 ** The orthometric height was determined with a Vertical Time-dependent
 BJ2179 ** Positioning (VTDP) model and has been validated through GPS observations
 BJ2179 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BJ2179 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2179 ** epoch indicated which incorporates improved geoid heights for the
 BJ2179 ** Southern Louisiana Subsidence area
 BJ2179 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2179.The orthometric height was determined by differential leveling.
 BJ2179.The vertical network tie was performed by a horz. field party for horz.
 BJ2179.obs reductions. Reset procedures were used to establish the elevation.
 BJ2179
 BJ2179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ2179
 BJ2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2179
 BJ2179.The ellipsoidal height was determined by GPS observations
 BJ2179.and is referenced to NAD 83.
 BJ2179
 BJ2179.The geoid height was determined by GEOID03.
 BJ2179
 BJ2179.The dynamic height is computed by dividing the NAVD 88
 BJ2179.geopotential number by the normal gravity value computed on the
 BJ2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2179.degrees latitude (g = 980.6199 gals.).
 BJ2179
 BJ2179.The modeled gravity was interpolated from observed gravity values.
 BJ2179
 BJ2179;                    North         East     Units Scale Factor Converg.
 BJ2179;SPC LA S     -   166,997.682   952,895.159   MT  0.99992575   -0 14 38.9
 BJ2179;SPC LA S     -   547,891.56  3,126,290.20   sFT  0.99992575   -0 14 38.9
 BJ2179;UTM  15      - 3,320,000.575   613,651.366   MT  0.99975936   +0 35 21.7
 BJ2179
 BJ2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2179!SPC LA S     -   1.00000338  x   0.99992575  =   0.99992913
 BJ2179!UTM  15      -   1.00000338  x   0.99975936  =   0.99976274
 BJ2179
 BJ2179                          SUPERSEDED SURVEY CONTROL
 BJ2179
 BJ2179  NAVD 88 (02/14/94)    5.333  (m)           17.50   (f) ADJUSTED    1 1
 BJ2179  NAVD 88 (06/15/91)    5.347  (m)           17.54   (f) UNKNOWN     1 1
 BJ2179  NGVD 29 (??/??/??)    5.348  (m)           17.55   (f) ADJUSTED    1 1
 BJ2179
 BJ2179.Superseded values are not recommended for survey control.
 BJ2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2179.See file dsdata.txt to determine how the superseded data were derived.
 BJ2179
 BJ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1365120001(NAD 83)
 BJ2179_MARKER: DB = BENCH MARK DISK
 BJ2179_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2179_SP_SET: 45.5 FEET
 BJ2179_STAMPING: R 277 1969
 BJ2179_MARK LOGO: CGS   
 BJ2179_PROJECTION: RECESSED 10 CENTIMETERS
 BJ2179_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2179+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BJ2179_ROD/PIPE-DEPTH: 13.9 meters
 BJ2179
 BJ2179  HISTORY     - Date     Condition        Report By
 BJ2179  HISTORY     - 1969     MONUMENTED       CGS
 BJ2179  HISTORY     - 1970     GOOD             NGS
 BJ2179  HISTORY     - 1982     GOOD             NGS
 BJ2179  HISTORY     - 20040428 GOOD             NGS
 BJ2179  HISTORY     - 20051017 GOOD             NGS
 BJ2179
 BJ2179                          STATION DESCRIPTION
 BJ2179
 BJ2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BJ2179'0.25 MI SE FROM NEW IBERIA.
 BJ2179'ABOUT 0.25 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2179'STATION AT NEW IBERIA, AT THE CROSSING OF THE RAILROAD AND FRENCH
 BJ2179'STREET, 13 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 46 FEET WEST OF
 BJ2179'THE CENTER OF THE INTERSECTION OF FRENCH STREET AND WASHINGTON STREET,
 BJ2179'20.6 FEET NORTHWEST OF THE NORTHWEST CURB OF FRENCH STREET, 16 FEET
 BJ2179'NORTHWEST OF A METAL CORNER FENCE POST IN A CHAIN LINK FENCE AROUND A
 BJ2179'CEMETERY, 0.6 FOOT NORTHEAST OF A CHAIN LINK FENCE, 0.5 FOOT NORTHEAST
 BJ2179'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF
 BJ2179'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 45.5 FEET
 BJ2179'AND IS ENCASED IN A 4-INCH IRON PIPE WHICH IS LEVEL WITH THE SURFACE
 BJ2179'OF THE GROUND.
 BJ2179
 BJ2179                          STATION RECOVERY (1982)
 BJ2179
 BJ2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ2179'RECOVERED IN GOOD CONDITION.
 BJ2179
 BJ2179                          STATION RECOVERY (2004)
 BJ2179
 BJ2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BJ2179'THE STATION IS LOCATED IN NEW IBERIA NEAR THE INTERSECTION OF FRENCH
 BJ2179'AND E WASHINGTON STREETS.
 BJ2179' 
 BJ2179'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 14 AND
 BJ2179'674 IN NEW IBERIA GO  NORTHEAST FOR 1.15 MI ALONG STATE HIGHWAY 14 TO
 BJ2179'THE INTERSECTION OF E WASHINGTON STREET,  AT A RAIL ROAD CROSSING,
 BJ2179'TURN LEFT AND GO NORTHWEST FOR 0.35 MI ALONG E WASHINGTON STREET TO
 BJ2179'THE STATION ON THE LEFT, JUST HAVING CROSSED FRENCH STREET AND NEAR
 BJ2179'THE EAST CORNER OF A  CEMETARY.
 BJ2179' 
 BJ2179'THE STATION IS LOCATED 10.4 M NORTHWEST OF THE CENTER OF FRENCH
 BJ2179'STREET, 5.7 M SOUTHWEST OF THE  NEAR RAIL, 4.9 M NORTHWEST OF A CHAIN
 BJ2179'LINK FENCE CORNER, 0.2 M NORTHEAST OF A CHAIN LINK FENCE AND  A METAL
 BJ2179'POST WITH A WITNESS POST ATTACHED, AND THE DISK IS RECESSED ABOUT 0.1
 BJ2179'M BELOW THE LEVEL  OF THE GROUND SURFACE.
 BJ2179
 BJ2179                          STATION RECOVERY (2005)
 BJ2179
 BJ2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BJ2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1978 ***********************************************************************
 BX1978  DESIGNATION -  R 28
 BX1978  PID         -  BX1978
 BX1978  STATE/COUNTY-  LA/VERNON
 BX1978  USGS QUAD   -  HORNBECK (1994)
 BX1978
 BX1978                         *CURRENT SURVEY CONTROL
 BX1978  ___________________________________________________________________
 BX1978* NAD 83(1986)-  31 18 35.     (N)    093 23 11.     (W)     SCALED    
 BX1978* NAVD 88     -        91.13   (+/-2cm)     299.0    (feet)  VERTCON   
 BX1978  ___________________________________________________________________
 BX1978  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX1978
 BX1978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1978
 BX1978.The horizontal coordinates were scaled from a topographic map and have
 BX1978.an estimated accuracy of +/- 6 seconds.
 BX1978
 BX1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1978.The vertical order pertains to the NGVD 29 superseded value.
 BX1978
 BX1978.The geoid height was determined by GEOID03.
 BX1978
 BX1978;                    North         East    Units  Estimated Accuracy
 BX1978;SPC LA N     -    90,120.      915,620.      MT  (+/- 180 meters Scaled)
 BX1978
 BX1978                          SUPERSEDED SURVEY CONTROL
 BX1978
 BX1978  NGVD 29 (??/??/??)   91.206  (m)          299.23   (f) ADJUSTED    2 0
 BX1978
 BX1978.Superseded values are not recommended for survey control.
 BX1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1978.See file dsdata.txt to determine how the superseded data were derived.
 BX1978
 BX1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ632639(NAD 83)
 BX1978_MARKER: DB = BENCH MARK DISK
 BX1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1978_STAMPING: R 28 1935
 BX1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1978+STABILITY: SURFACE MOTION
 BX1978
 BX1978  HISTORY     - Date     Condition        Report By
 BX1978  HISTORY     - 1935     MONUMENTED       CGS
 BX1978  HISTORY     - 1962     MARK NOT FOUND   CGS
 BX1978  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1978  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1978
 BX1978                          STATION DESCRIPTION
 BX1978
 BX1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1978'1.4 MI SE FROM HORNBECK.
 BX1978'1.4 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1978'STATION AT HORNBECK, VERNON PARISH, AT OLD BARHAM MILL ROAD CROSSING,
 BX1978'49 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 20 FEET
 BX1978'NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED R
 BX1978'28 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- EVIDENTLY
 BX1978'GRADED OUT BY ROAD WORK.
 BX1978
 BX1978                          STATION RECOVERY (1994)
 BX1978
 BX1978'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1978'MARK NOT FOUND.
 BX1978
 BX1978                          STATION RECOVERY (2001)
 BX1978
 BX1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1978'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0516 ***********************************************************************
 AT0516  DESIGNATION -  R 281
 AT0516  PID         -  AT0516
 AT0516  STATE/COUNTY-  LA/PLAQUEMINES
 AT0516  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0516
 AT0516                         *CURRENT SURVEY CONTROL
 AT0516  ___________________________________________________________________
 AT0516* NAD 83(1986)-  28 55 48.     (N)    089 24 26.     (W)     SCALED    
 AT0516* NAVD 88     -         1.137  (meters)       3.73   (feet)  READJUSTED
 AT0516  ___________________________________________________________________
 AT0516  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AT0516  DYNAMIC HT  -           1.140 (meters)       3.74  (feet)  COMP
 AT0516  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 AT0516
 AT0516  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0516
 AT0516.The horizontal coordinates were scaled from a topographic map and have
 AT0516.an estimated accuracy of +/- 6 seconds.
 AT0516
 AT0516.The orthometric height was determined by differential leveling
 AT0516.and adjusted by the National Geodetic Survey in February 1994..
 AT0516.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0516.distribution rate of 0.0 thru 1.0 mm/km.
 AT0516.The height was derived from older observations constrained to new
 AT0516.heights in a crustal motion area.  The height is approximate in
 AT0516.relation to other heights in its vicinity.
 AT0516
 AT0516.The geoid height was determined by GEOID03.
 AT0516
 AT0516.The dynamic height is computed by dividing the NAVD 88
 AT0516.geopotential number by the normal gravity value computed on the
 AT0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0516.degrees latitude (g = 980.6199 gals.).
 AT0516
 AT0516.The modeled gravity was interpolated from observed gravity values.
 AT0516
 AT0516;                    North         East    Units  Estimated Accuracy
 AT0516;SPC LA S     -    49,240.    1,187,810.      MT  (+/- 180 meters Scaled)
 AT0516
 AT0516                          SUPERSEDED SURVEY CONTROL
 AT0516
 AT0516  NGVD 29 (??/??/??)    1.216  (m)            3.99   (f) ADJUSTED    1 1
 AT0516
 AT0516.Superseded values are not recommended for survey control.
 AT0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0516.See file dsdata.txt to determine how the superseded data were derived.
 AT0516
 AT0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT653026(NAD 83)
 AT0516_MARKER: DB = BENCH MARK DISK
 AT0516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0516_SP_SET: 104 FEET
 AT0516_STAMPING: R 281 1971
 AT0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0516
 AT0516  HISTORY     - Date     Condition        Report By
 AT0516  HISTORY     - 1971     MONUMENTED       NGS
 AT0516
 AT0516                          STATION DESCRIPTION
 AT0516
 AT0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0516'3.1 MI SW FROM BURRWOOD.
 AT0516'ABOUT 3.1 MILES SOUTHWEST ALONG SOUTHWEST PASS FROM THE OLD LIGHTHOUSE
 AT0516'AT BURRWOOD, ON THE SOUTHEAST BANK OF THE PASS AND NEAR THE SOUTHWEST
 AT0516'END OF THE LAND, BETWEEN THE GULF OF MEXICO AND THE PASS, 200 YARDS
 AT0516'NORTHEAST OF A SMALL ISLAND OF LAND WHICH IS AT THE EXTREME END OF THE
 AT0516'LAND, 20 YARDS SOUTHEAST OF TH SOUTHEAST BANK OF THE PASS, 0.2 MILE
 AT0516'SOUTHWEST OF TH SOUTHEAST END OF A WOODEN BULKHEAD WHICH BEARS THE
 AT0516'NUMBER 18.02, AND ON THE TOP OF A COPPER COATED ROD THAT PROJECTS 24
 AT0516'INCHES AND IS ENCASED IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 24
 AT0516'INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 104 FEET, AND IS PROTECTED
 AT0516'BY 3 CREOSOTED WOODEN POSTS WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0235 ***********************************************************************
 BJ0235  DESIGNATION -  R 282
 BJ0235  PID         -  BJ0235
 BJ0235  STATE/COUNTY-  LA/ST LANDRY
 BJ0235  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0235
 BJ0235                         *CURRENT SURVEY CONTROL
 BJ0235  ___________________________________________________________________
 BJ0235* NAD 83(1986)-  30 32 39.     (N)    091 45 14.     (W)     SCALED    
 BJ0235* NAVD 88     -        11.030  (meters)      36.19   (feet)  ADJUSTED  
 BJ0235  ___________________________________________________________________
 BJ0235  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0235  DYNAMIC HT  -          11.015 (meters)      36.14  (feet)  COMP
 BJ0235  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 BJ0235
 BJ0235  VERT ORDER  -  FIRST     CLASS I
 BJ0235
 BJ0235.The horizontal coordinates were scaled from a topographic map and have
 BJ0235.an estimated accuracy of +/- 6 seconds.
 BJ0235
 BJ0235.The orthometric height was determined by differential leveling
 BJ0235.and adjusted by the National Geodetic Survey in February 1994..
 BJ0235
 BJ0235.The geoid height was determined by GEOID03.
 BJ0235
 BJ0235.The dynamic height is computed by dividing the NAVD 88
 BJ0235.geopotential number by the normal gravity value computed on the
 BJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0235.degrees latitude (g = 980.6199 gals.).
 BJ0235
 BJ0235.The modeled gravity was interpolated from observed gravity values.
 BJ0235
 BJ0235;                    North         East    Units  Estimated Accuracy
 BJ0235;SPC LA S     -   226,660.      959,650.      MT  (+/- 180 meters Scaled)
 BJ0235
 BJ0235                          SUPERSEDED SURVEY CONTROL
 BJ0235
 BJ0235  NAVD 88 (06/15/91)   11.077  (m)           36.34   (f) UNKNOWN     1 1
 BJ0235  NGVD 29 (??/??/??)   11.049  (m)           36.25   (f) ADJUSTED    1 1
 BJ0235
 BJ0235.Superseded values are not recommended for survey control.
 BJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0235.See file dsdata.txt to determine how the superseded data were derived.
 BJ0235
 BJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP195797(NAD 83)
 BJ0235_MARKER: DB = BENCH MARK DISK
 BJ0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0235_SP_SET: BRIDGE
 BJ0235_STAMPING: R 282 1976
 BJ0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0235
 BJ0235  HISTORY     - Date     Condition        Report By
 BJ0235  HISTORY     - 1976     MONUMENTED       NGS
 BJ0235
 BJ0235                          STATION DESCRIPTION
 BJ0235
 BJ0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0235'0.6 MI NORTH FROM KROTZ SPRINGS.
 BJ0235'0.6 MILE NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE, AT THE
 BJ0235'WEST BOUND LANES US HIGHWAY 190 BRIDGE OVER THE ATCHAFALAYA RIVER, SET
 BJ0235'VERTICALLY IN THE NORTH FACE OF THE FIRST PILLAR IN THE NORTH ROW OF
 BJ0235'PILLARS EAST OF THE HIGHWAY, 26.5 FT EAST OF THE CENTER LINE OF THE
 BJ0235'HIGHWAY,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0581 ***********************************************************************
 BJ0581  DESIGNATION -  R 283
 BJ0581  PID         -  BJ0581
 BJ0581  STATE/COUNTY-  LA/IBERVILLE
 BJ0581  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0581
 BJ0581                         *CURRENT SURVEY CONTROL
 BJ0581  ___________________________________________________________________
 BJ0581* NAD 83(1986)-  30 17 00.     (N)    091 13 30.     (W)     SCALED    
 BJ0581* NAVD 88     -         7.186  (meters)      23.58   (feet)  ADJUSTED  
 BJ0581  ___________________________________________________________________
 BJ0581  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0581  DYNAMIC HT  -           7.177 (meters)      23.55  (feet)  COMP
 BJ0581  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 BJ0581
 BJ0581  VERT ORDER  -  FIRST     CLASS I
 BJ0581
 BJ0581.The horizontal coordinates were scaled from a topographic map and have
 BJ0581.an estimated accuracy of +/- 6 seconds.
 BJ0581
 BJ0581.The orthometric height was determined by differential leveling
 BJ0581.and adjusted by the National Geodetic Survey in February 1994..
 BJ0581
 BJ0581.The geoid height was determined by GEOID03.
 BJ0581
 BJ0581.The dynamic height is computed by dividing the NAVD 88
 BJ0581.geopotential number by the normal gravity value computed on the
 BJ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0581.degrees latitude (g = 980.6199 gals.).
 BJ0581
 BJ0581.The modeled gravity was interpolated from observed gravity values.
 BJ0581
 BJ0581;                    North         East    Units  Estimated Accuracy
 BJ0581;SPC LA S     -   197,680.    1,010,420.      MT  (+/- 180 meters Scaled)
 BJ0581
 BJ0581                          SUPERSEDED SURVEY CONTROL
 BJ0581
 BJ0581  NGVD 29 (??/??/??)    7.197  (m)           23.61   (f) ADJUSTED    1 1
 BJ0581
 BJ0581.Superseded values are not recommended for survey control.
 BJ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0581.See file dsdata.txt to determine how the superseded data were derived.
 BJ0581
 BJ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP707515(NAD 83)
 BJ0581_MARKER: DB = BENCH MARK DISK
 BJ0581_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0581+WITH SETTING: INTO GROUND
 BJ0581_SP_SET: METAL ROD WITH BASE PLATE
 BJ0581_STAMPING: R 283 1976
 BJ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0581+STABILITY: SURFACE MOTION
 BJ0581
 BJ0581  HISTORY     - Date     Condition        Report By
 BJ0581  HISTORY     - 1976     MONUMENTED       NGS
 BJ0581  HISTORY     - 20050913 GOOD             SJB
 BJ0581
 BJ0581                          STATION DESCRIPTION
 BJ0581
 BJ0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0581'IN PLAQUEMINE.
 BJ0581'AT THE JUNCTION OF STATE HIGHWAYS 75 AND 405, 44 FT. NORTHWEST OF
 BJ0581'THE CENTER LINE OF STATE HIGHWAY 75 LEADING NORTHEAST TO THE
 BJ0581'PLAQUEMINE FERRY SLIP, 44 FT. SOUTHWEST OF THE EXTENDED CENTER LINE
 BJ0581'OF STATE HIGHWAY 405, 5 FT. SOUTHWEST OF POWER LINE GUY POLE NUMBER
 BJ0581'3, 3 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOUISIANA STATE
 BJ0581'HIGHWAY DEPARTMENT MAINTENANCE YARD FENCE.  THE DISK IS 0.3 FT.
 BJ0581'BELOW GROUND.
 BJ0581
 BJ0581                          STATION RECOVERY (2005)
 BJ0581
 BJ0581'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (MLB)
 BJ0581'DESCRIPTION IS ADEQUATE,BUT MARK IS 0.5' BELOW GROUND SURFACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0429 ***********************************************************************
 BJ0429  DESIGNATION -  R 284
 BJ0429  PID         -  BJ0429
 BJ0429  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0429  USGS QUAD   -  PORT HUDSON (1994)
 BJ0429
 BJ0429                         *CURRENT SURVEY CONTROL
 BJ0429  ___________________________________________________________________
 BJ0429* NAD 83(1986)-  30 44 04.     (N)    091 21 19.     (W)     SCALED    
 BJ0429* NAVD 88     -        12.374  (meters)      40.60   (feet)  ADJUSTED  
 BJ0429  ___________________________________________________________________
 BJ0429  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0429  DYNAMIC HT  -          12.358 (meters)      40.54  (feet)  COMP
 BJ0429  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 BJ0429
 BJ0429  VERT ORDER  -  FIRST     CLASS I
 BJ0429
 BJ0429.The horizontal coordinates were scaled from a topographic map and have
 BJ0429.an estimated accuracy of +/- 6 seconds.
 BJ0429
 BJ0429.The orthometric height was determined by differential leveling
 BJ0429.and adjusted by the National Geodetic Survey in February 1994..
 BJ0429
 BJ0429.The geoid height was determined by GEOID03.
 BJ0429
 BJ0429.The dynamic height is computed by dividing the NAVD 88
 BJ0429.geopotential number by the normal gravity value computed on the
 BJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0429.degrees latitude (g = 980.6199 gals.).
 BJ0429
 BJ0429.The modeled gravity was interpolated from observed gravity values.
 BJ0429
 BJ0429;                    North         East    Units  Estimated Accuracy
 BJ0429;SPC LA S     -   247,680.      997,900.      MT  (+/- 180 meters Scaled)
 BJ0429
 BJ0429                          SUPERSEDED SURVEY CONTROL
 BJ0429
 BJ0429  NGVD 29 (??/??/??)   12.360  (m)           40.55   (f) ADJUSTED    1 1
 BJ0429
 BJ0429.Superseded values are not recommended for survey control.
 BJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0429.See file dsdata.txt to determine how the superseded data were derived.
 BJ0429
 BJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ574013(NAD 83)
 BJ0429_MARKER: DB = BENCH MARK DISK
 BJ0429_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0429+WITH SETTING: INTO GROUND
 BJ0429_SP_SET: METAL ROD WITH BASE PLATE
 BJ0429_STAMPING: R 284 1976
 BJ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0429+STABILITY: SURFACE MOTION
 BJ0429
 BJ0429  HISTORY     - Date     Condition        Report By
 BJ0429  HISTORY     - 1976     MONUMENTED       NGS
 BJ0429
 BJ0429                          STATION DESCRIPTION
 BJ0429
 BJ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0429'5.1 MI SOUTH FROM ST FRANCISVILLE.
 BJ0429'1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BJ0429'AT ST. FRANCISVILLE, THENCE 3.65 MILES SOUTH ALONG A DIRT ROAD
 BJ0429'BY THE EAST BANK OF THE MISSISSIPPI RIVER, 0.2 MILE NORTH OF THE
 BJ0429'JUNCTION OF A TRACK ROAD LEADING EAST, 35 FT EAST OF THE CENTER
 BJ0429'LINE OF THE ROAD, 100 FT NORTH OF A POSTED SIGN SECURED TO A TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0183 ***********************************************************************
 BJ0183  DESIGNATION -  R 284 X
 BJ0183  PID         -  BJ0183
 BJ0183  STATE/COUNTY-  LA/AVOYELLES
 BJ0183  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0183
 BJ0183                         *CURRENT SURVEY CONTROL
 BJ0183  ___________________________________________________________________
 BJ0183* NAD 83(1986)-  30 52 29.     (N)    091 48 31.     (W)     SCALED    
 BJ0183* NAVD 88     -        11.666  (meters)      38.27   (feet)  ADJUSTED  
 BJ0183  ___________________________________________________________________
 BJ0183  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0183  DYNAMIC HT  -          11.651 (meters)      38.23  (feet)  COMP
 BJ0183  MODELED GRAV-     979,378.0   (mgal)                       NAVD 88
 BJ0183
 BJ0183  VERT ORDER  -  FIRST     CLASS I
 BJ0183
 BJ0183.The horizontal coordinates were scaled from a topographic map and have
 BJ0183.an estimated accuracy of +/- 6 seconds.
 BJ0183
 BJ0183.The orthometric height was determined by differential leveling
 BJ0183.and adjusted by the National Geodetic Survey in February 1994..
 BJ0183
 BJ0183.The geoid height was determined by GEOID03.
 BJ0183
 BJ0183.The dynamic height is computed by dividing the NAVD 88
 BJ0183.geopotential number by the normal gravity value computed on the
 BJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0183.degrees latitude (g = 980.6199 gals.).
 BJ0183
 BJ0183.The modeled gravity was interpolated from observed gravity values.
 BJ0183
 BJ0183;                    North         East    Units  Estimated Accuracy
 BJ0183;SPC LA N     -    41,760.    1,066,120.      MT  (+/- 180 meters Scaled)
 BJ0183
 BJ0183                          SUPERSEDED SURVEY CONTROL
 BJ0183
 BJ0183  NAVD 88 (06/15/91)   11.697  (m)           38.38   (f) UNKNOWN     1 1
 BJ0183  NGVD 29 (??/??/??)   11.653  (m)           38.23   (f) ADJUSTED    1 1
 BJ0183
 BJ0183.Superseded values are not recommended for survey control.
 BJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0183.See file dsdata.txt to determine how the superseded data were derived.
 BJ0183
 BJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ138163(NAD 83)
 BJ0183_MARKER: DB = BENCH MARK DISK
 BJ0183_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0183+WITH SETTING: INTO GROUND
 BJ0183_SP_SET: METAL ROD WITH BASE PLATE
 BJ0183_STAMPING: R 284 X 1976
 BJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0183+STABILITY: SURFACE MOTION
 BJ0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0183+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2004
 BJ0183
 BJ0183  HISTORY     - Date     Condition        Report By
 BJ0183  HISTORY     - 1976     MONUMENTED       NGS
 BJ0183  HISTORY     - 20040212 GOOD             USPSQD
 BJ0183  HISTORY     - 20050317 GOOD             USPSQD
 BJ0183
 BJ0183                          STATION DESCRIPTION
 BJ0183
 BJ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0183'6.95 MI SOUTH FROM SIMMESPORT.
 BJ0183'6.95 MILES SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0183'SCHOOL, 76 FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOUNT OLIVE
 BJ0183'CHURCH, 41 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FT NORTH OF
 BJ0183'A POWER LINE POLE WITH A TRANSFORMER, 41.5 FT SOUTH OF THE CENTER LINE
 BJ0183'OF THE CHURCH DRIVEWAY
 BJ0183
 BJ0183                          STATION RECOVERY (2004)
 BJ0183
 BJ0183'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0183'RECOVERY DIRECTIONS VALID. THE MOUNT OLIVE CHURCH IS NO LONGER IN USE.
 BJ0183'THE CEMETARY STILL EXISTS AT THAT LOCATION AND THE BUILDING IS STILL
 BJ0183'IN PLACE.
 BJ0183
 BJ0183                          STATION RECOVERY (2005)
 BJ0183
 BJ0183'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0868 ***********************************************************************
 BJ0868  DESIGNATION -  R 287
 BJ0868  PID         -  BJ0868
 BJ0868  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0868  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0868
 BJ0868                         *CURRENT SURVEY CONTROL
 BJ0868  ___________________________________________________________________
 BJ0868* NAD 83(1986)-  30 28 29.     (N)    091 01 56.     (W)     SCALED    
 BJ0868* NAVD 88     -        13.298  (meters)      43.63   (feet)  ADJUSTED  
 BJ0868  ___________________________________________________________________
 BJ0868  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0868  DYNAMIC HT  -          13.280 (meters)      43.57  (feet)  COMP
 BJ0868  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 BJ0868
 BJ0868  VERT ORDER  -  FIRST     CLASS I
 BJ0868
 BJ0868.The horizontal coordinates were scaled from a topographic map and have
 BJ0868.an estimated accuracy of +/- 6 seconds.
 BJ0868
 BJ0868.The orthometric height was determined by differential leveling
 BJ0868.and adjusted by the National Geodetic Survey in February 1994..
 BJ0868
 BJ0868.The geoid height was determined by GEOID03.
 BJ0868
 BJ0868.The dynamic height is computed by dividing the NAVD 88
 BJ0868.geopotential number by the normal gravity value computed on the
 BJ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0868.degrees latitude (g = 980.6199 gals.).
 BJ0868
 BJ0868.The modeled gravity was interpolated from observed gravity values.
 BJ0868
 BJ0868;                    North         East    Units  Estimated Accuracy
 BJ0868;SPC LA S     -   218,930.    1,028,910.      MT  (+/- 180 meters Scaled)
 BJ0868
 BJ0868                          SUPERSEDED SURVEY CONTROL
 BJ0868
 BJ0868  NAVD 88 (06/15/91)   13.359  (m)           43.83   (f) UNKNOWN     1 1
 BJ0868  NGVD 29 (??/??/??)   13.329  (m)           43.73   (f) ADJUSTED    1 1
 BJ0868
 BJ0868.Superseded values are not recommended for survey control.
 BJ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0868.See file dsdata.txt to determine how the superseded data were derived.
 BJ0868
 BJ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP888730(NAD 83)
 BJ0868_MARKER: DB = BENCH MARK DISK
 BJ0868_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0868_SP_SET: COPPER-CLAD STEEL ROD
 BJ0868_STAMPING: R 287 1976
 BJ0868_MARK LOGO: NGS   
 BJ0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0868
 BJ0868  HISTORY     - Date     Condition        Report By
 BJ0868  HISTORY     - 1976     MONUMENTED       NGS
 BJ0868  HISTORY     - 1987     GOOD             LA-033
 BJ0868
 BJ0868                          STATION DESCRIPTION
 BJ0868
 BJ0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0868'7.9 MI EAST FROM BATON ROUGE.
 BJ0868'7.9 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE INTERSTATE
 BJ0868'HIGHWAY 110 OVERPASS, AT THE NORTHEAST CORNER OF THE CROSSING OF
 BJ0868'FLANNERY ROAD, 151.3 FT NORTH OF THE NORTH RAIL, 49 FT EAST OF THE
 BJ0868'CENTER LINE OF THE ROAD, 10.5 FT SOUTHWEST OF THE SOUTHWEST END OF THE
 BJ0868'NORTH ONE OF TWO GATES TO A POWER SUBSTATION, 1.0 FT NORTHWEST OF A
 BJ0868'FENCE, 88.5 FT SOUTH OF A POWER LINE POLE SUPPORTING A TRANSFORMER.
 BJ0868
 BJ0868                          STATION RECOVERY (1987)
 BJ0868
 BJ0868'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1026 ***********************************************************************
 BJ1026  DESIGNATION -  R 288
 BJ1026  PID         -  BJ1026
 BJ1026  STATE/COUNTY-  LA/IBERVILLE
 BJ1026  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1026
 BJ1026                         *CURRENT SURVEY CONTROL
 BJ1026  ___________________________________________________________________
 BJ1026* NAD 83(1986)-  30 17 14.     (N)    091 09 19.     (W)     SCALED    
 BJ1026* NAVD 88     -         7.084  (meters)      23.24   (feet)  ADJUSTED  
 BJ1026  ___________________________________________________________________
 BJ1026  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ1026  DYNAMIC HT  -           7.074 (meters)      23.21  (feet)  COMP
 BJ1026  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 BJ1026
 BJ1026  VERT ORDER  -  FIRST     CLASS I
 BJ1026
 BJ1026.The horizontal coordinates were scaled from a topographic map and have
 BJ1026.an estimated accuracy of +/- 6 seconds.
 BJ1026
 BJ1026.The orthometric height was determined by differential leveling
 BJ1026.and adjusted by the National Geodetic Survey in February 1994..
 BJ1026
 BJ1026.The geoid height was determined by GEOID03.
 BJ1026
 BJ1026.The dynamic height is computed by dividing the NAVD 88
 BJ1026.geopotential number by the normal gravity value computed on the
 BJ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1026.degrees latitude (g = 980.6199 gals.).
 BJ1026
 BJ1026.The modeled gravity was interpolated from observed gravity values.
 BJ1026
 BJ1026;                    North         East    Units  Estimated Accuracy
 BJ1026;SPC LA S     -   198,120.    1,017,130.      MT  (+/- 180 meters Scaled)
 BJ1026
 BJ1026                          SUPERSEDED SURVEY CONTROL
 BJ1026
 BJ1026  NGVD 29 (??/??/??)    7.159  (m)           23.49   (f) ADJUSTED    1 1
 BJ1026
 BJ1026.Superseded values are not recommended for survey control.
 BJ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1026.See file dsdata.txt to determine how the superseded data were derived.
 BJ1026
 BJ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP774520(NAD 83)
 BJ1026_MARKER: DB = BENCH MARK DISK
 BJ1026_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ1026+WITH SETTING: INTO GROUND
 BJ1026_SP_SET: METAL ROD WITH BASE PLATE
 BJ1026_STAMPING: R 288 1976
 BJ1026_MARK LOGO: NGS   
 BJ1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1026+STABILITY: SURFACE MOTION
 BJ1026
 BJ1026  HISTORY     - Date     Condition        Report By
 BJ1026  HISTORY     - 1976     MONUMENTED       NGS
 BJ1026  HISTORY     - 1986     GOOD             NGS
 BJ1026
 BJ1026                          STATION DESCRIPTION
 BJ1026
 BJ1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ1026'3.85 MI NW FROM SAINT GABRIEL.
 BJ1026'3.85 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH
 BJ1026'STATE HIGHWAY 74, AT THE JUNCTION OF STATE HIGHWAY 75 AND STATE
 BJ1026'HIGHWAY 327, 84.5 FT NORTH OF THE CENTER LINE OF HIGHWAY 75, 60 FT
 BJ1026'NORTHWEST OF POWER POLE NUMBER 311, 116 FT NORTHWEST OF THE CENTER
 BJ1026'LINE OF THE T JUNCTION, 72.5 FT WEST OF THE CENTER LINE OF HIGHWAY
 BJ1026'327, 40.5 FT WEST OF POWER POLE NUMBER 312-65A-L2205, 53.5 FT
 BJ1026'SOUTHWEST OF AN UNDERGROUND TELEPHONE BOX NUMBER 70A, 53 FT NORTHEAST
 BJ1026'OF A FENCE CORNER, 0.6 FT SOUTHEAST OF A FENCE LINE, DISK IS 0.5 FT
 BJ1026'UNDERGROUND.
 BJ1026
 BJ1026                          STATION RECOVERY (1986)
 BJ1026
 BJ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1442 ***********************************************************************
 BK1442  DESIGNATION -  R 29
 BK1442  PID         -  BK1442
 BK1442  STATE/COUNTY-  LA/CALCASIEU
 BK1442  USGS QUAD   -  DE QUINCY (1994)
 BK1442
 BK1442                         *CURRENT SURVEY CONTROL
 BK1442  ___________________________________________________________________
 BK1442* NAD 83(1986)-  30 27 14.     (N)    093 26 00.     (W)     SCALED    
 BK1442* NAVD 88     -        24.33   (+/-2cm)      79.8    (feet)  VERTCON   
 BK1442  ___________________________________________________________________
 BK1442  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK1442
 BK1442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1442
 BK1442.The horizontal coordinates were scaled from a topographic map and have
 BK1442.an estimated accuracy of +/- 6 seconds.
 BK1442
 BK1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1442.The vertical order pertains to the NGVD 29 superseded value.
 BK1442
 BK1442.The geoid height was determined by GEOID03.
 BK1442
 BK1442;                    North         East    Units  Estimated Accuracy
 BK1442;SPC LA S     -   218,430.      798,330.      MT  (+/- 180 meters Scaled)
 BK1442
 BK1442                          SUPERSEDED SURVEY CONTROL
 BK1442
 BK1442  NGVD 29 (??/??/??)   24.266  (m)           79.61   (f) ADJUSTED    2 0
 BK1442
 BK1442.Superseded values are not recommended for survey control.
 BK1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1442.See file dsdata.txt to determine how the superseded data were derived.
 BK1442
 BK1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP583691(NAD 83)
 BK1442_MARKER: DB = BENCH MARK DISK
 BK1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1442_STAMPING: R 29 1935
 BK1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1442+STABILITY: SURFACE MOTION
 BK1442
 BK1442  HISTORY     - Date     Condition        Report By
 BK1442  HISTORY     - 1935     MONUMENTED       CGS
 BK1442  HISTORY     - 1954     GOOD             USGS
 BK1442  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1442  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1442  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 BK1442
 BK1442                          STATION DESCRIPTION
 BK1442
 BK1442'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 BK1442'IN DE QUINCY.
 BK1442'AT DE QUINCY, CALCASIEU PARISH, ON THE KANSAS CITY SOUTHERN RAILWAY,
 BK1442'50 FEET NORTH OF MILEPOST 719 B, 250 FEET SOUTH OF THE JUNCTION OF THE
 BK1442'BRANCH LINE LEADING TO LAKE CHARLES, 42 FEET EAST OF THE CENTERLINE OF
 BK1442'THE TRACK, AND 33 FEET FROM THE CENTERLINE OF NORTH MAIN STREET. A
 BK1442'STANDARD DISK, STAMPED R 29 1935 AND SET IN THE TOP OF A CONCRETE
 BK1442'POST.
 BK1442
 BK1442                          STATION RECOVERY (1986)
 BK1442
 BK1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1442'NOT RECOVERED.  NO EVIDENCE OF THE MARK WAS FOUND.
 BK1442
 BK1442                          STATION RECOVERY (2002)
 BK1442
 BK1442'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1442'MARK NOT FOUND.
 BK1442
 BK1442                          STATION RECOVERY (2005)
 BK1442
 BK1442'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0771 ***********************************************************************
 BJ0771  DESIGNATION -  R 290
 BJ0771  PID         -  BJ0771
 BJ0771  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0771  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0771
 BJ0771                         *CURRENT SURVEY CONTROL
 BJ0771  ___________________________________________________________________
 BJ0771* NAD 83(1986)-  30 27 20.     (N)    091 12 37.     (W)     SCALED    
 BJ0771* NAVD 88     -         6.794  (meters)      22.29   (feet)  ADJUSTED  
 BJ0771  ___________________________________________________________________
 BJ0771  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0771  DYNAMIC HT  -           6.785 (meters)      22.26  (feet)  COMP
 BJ0771  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BJ0771
 BJ0771  VERT ORDER  -  FIRST     CLASS I
 BJ0771
 BJ0771.The horizontal coordinates were scaled from a topographic map and have
 BJ0771.an estimated accuracy of +/- 6 seconds.
 BJ0771
 BJ0771.The orthometric height was determined by differential leveling
 BJ0771.and adjusted by the National Geodetic Survey in February 1994..
 BJ0771
 BJ0771.The geoid height was determined by GEOID03.
 BJ0771
 BJ0771.The dynamic height is computed by dividing the NAVD 88
 BJ0771.geopotential number by the normal gravity value computed on the
 BJ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0771.degrees latitude (g = 980.6199 gals.).
 BJ0771
 BJ0771.The modeled gravity was interpolated from observed gravity values.
 BJ0771
 BJ0771;                    North         East    Units  Estimated Accuracy
 BJ0771;SPC LA S     -   216,770.    1,011,820.      MT  (+/- 180 meters Scaled)
 BJ0771
 BJ0771                          SUPERSEDED SURVEY CONTROL
 BJ0771
 BJ0771  NGVD 29 (??/??/??)    6.783  (m)           22.25   (f) ADJUSTED    1 1
 BJ0771
 BJ0771.Superseded values are not recommended for survey control.
 BJ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0771.See file dsdata.txt to determine how the superseded data were derived.
 BJ0771
 BJ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP718706(NAD 83)
 BJ0771_MARKER: DB = BENCH MARK DISK
 BJ0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0771_SP_SET: CULVERT
 BJ0771_STAMPING: R 290 1976
 BJ0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0771
 BJ0771  HISTORY     - Date     Condition        Report By
 BJ0771  HISTORY     - 1976     MONUMENTED       NGS
 BJ0771
 BJ0771                          STATION DESCRIPTION
 BJ0771
 BJ0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0771'IN PORT ALLEN.
 BJ0771'0.2 MILE NORTH ALONG STATE HIGHWAY 1 (NORTH ALEXANDER AVENUE) FROM
 BJ0771'THE JUNCTION OF COURT STREET, AT THE JUNCTION OF KENTUCKY AVENUE,
 BJ0771'80 FT WEST OF THE CENTER LINE OF THE WEST HIGHWAY LANES, 25 FT WEST
 BJ0771'OF THE CENTER LINE OF A FRONTAGE ROAD, 25 FT SOUTH OF THE EXTENDED
 BJ0771'CENTER LINE OF KENTUCKY AVENUE, IN THE TOP OF THE NORTH END OF THE
 BJ0771'WEST CONCRETE HEAD WALL OF A 36-INCH CONCRETE PIPE CULVERT, O.5 FT
 BJ0771'SOUTH OF THE NORTH END OF THE HEAD WALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0759 ***********************************************************************
 BJ0759  DESIGNATION -  R 291
 BJ0759  PID         -  BJ0759
 BJ0759  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0759  USGS QUAD   -  LOTTIE (1994)
 BJ0759
 BJ0759                         *CURRENT SURVEY CONTROL
 BJ0759  ___________________________________________________________________
 BJ0759* NAD 83(1986)-  30 33 26.     (N)    091 38 55.     (W)     SCALED    
 BJ0759* NAVD 88     -         6.846  (meters)      22.46   (feet)  ADJUSTED  
 BJ0759  ___________________________________________________________________
 BJ0759  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0759  DYNAMIC HT  -           6.837 (meters)      22.43  (feet)  COMP
 BJ0759  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ0759
 BJ0759  VERT ORDER  -  FIRST     CLASS I
 BJ0759
 BJ0759.The horizontal coordinates were scaled from a topographic map and have
 BJ0759.an estimated accuracy of +/- 6 seconds.
 BJ0759
 BJ0759.The orthometric height was determined by differential leveling
 BJ0759.and adjusted by the National Geodetic Survey in February 1994..
 BJ0759
 BJ0759.The geoid height was determined by GEOID03.
 BJ0759
 BJ0759.The dynamic height is computed by dividing the NAVD 88
 BJ0759.geopotential number by the normal gravity value computed on the
 BJ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0759.degrees latitude (g = 980.6199 gals.).
 BJ0759
 BJ0759.The modeled gravity was interpolated from observed gravity values.
 BJ0759
 BJ0759;                    North         East    Units  Estimated Accuracy
 BJ0759;SPC LA S     -   228,080.      969,750.      MT  (+/- 180 meters Scaled)
 BJ0759
 BJ0759                          SUPERSEDED SURVEY CONTROL
 BJ0759
 BJ0759  NAVD 88 (06/15/91)    6.897  (m)           22.63   (f) UNKNOWN     1 1
 BJ0759  NGVD 29 (??/??/??)    6.861  (m)           22.51   (f) ADJUSTED    1 1
 BJ0759
 BJ0759.Superseded values are not recommended for survey control.
 BJ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0759.See file dsdata.txt to determine how the superseded data were derived.
 BJ0759
 BJ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP296813(NAD 83)
 BJ0759_MARKER: DB = BENCH MARK DISK
 BJ0759_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0759_SP_SET: COPPER-CLAD STEEL ROD
 BJ0759_STAMPING: R 291 1976
 BJ0759_MARK LOGO: NGS   
 BJ0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0759
 BJ0759  HISTORY     - Date     Condition        Report By
 BJ0759  HISTORY     - 1976     MONUMENTED       NGS
 BJ0759  HISTORY     - 1986     GOOD             NGS
 BJ0759
 BJ0759                          STATION DESCRIPTION
 BJ0759
 BJ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0759'0.4 MI WEST FROM LOTTIE.
 BJ0759'0.4 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0759'HIGHWAY 81, AT THE EAST SIDE OF A STUCKEYS STORE, 115 FT NORTH OF
 BJ0759'THE CENTER LINE OF THE NORTH HIGHWAY LANES, 74.4 FT EAST OF THE
 BJ0759'SOUTHEAST CORNER OF THE STORE BULIDING, 6.8 FT EAST OF THE EAST
 BJ0759'CONCRETE CURB OF AN ASPHALT PARKING LOT, 2 FT SOUTH OF A POWER LINE
 BJ0759'POLE WITH A LIGHT AND 2 TRANSFORMERS, THE DISK IS 0.6 FT BELOW THE
 BJ0759'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0759'SCREW PLUG.
 BJ0759
 BJ0759                          STATION RECOVERY (1986)
 BJ0759
 BJ0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0828 ***********************************************************************
 BJ0828  DESIGNATION -  R 292
 BJ0828  PID         -  BJ0828
 BJ0828  STATE/COUNTY-  LA/IBERVILLE
 BJ0828  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0828
 BJ0828                         *CURRENT SURVEY CONTROL
 BJ0828  ___________________________________________________________________
 BJ0828* NAD 83(1986)-  30 09 12.     (N)    091 19 54.     (W)     SCALED    
 BJ0828* NAVD 88     -         2.736  (meters)       8.98   (feet)  ADJUSTED  
 BJ0828  ___________________________________________________________________
 BJ0828  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0828  DYNAMIC HT  -           2.732 (meters)       8.96  (feet)  COMP
 BJ0828  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0828
 BJ0828  VERT ORDER  -  FIRST     CLASS I
 BJ0828
 BJ0828.The horizontal coordinates were scaled from a topographic map and have
 BJ0828.an estimated accuracy of +/- 6 seconds.
 BJ0828
 BJ0828.The orthometric height was determined by differential leveling
 BJ0828.and adjusted by the National Geodetic Survey in February 1994..
 BJ0828
 BJ0828.The geoid height was determined by GEOID03.
 BJ0828
 BJ0828.The dynamic height is computed by dividing the NAVD 88
 BJ0828.geopotential number by the normal gravity value computed on the
 BJ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0828.degrees latitude (g = 980.6199 gals.).
 BJ0828
 BJ0828.The modeled gravity was interpolated from observed gravity values.
 BJ0828
 BJ0828;                    North         East    Units  Estimated Accuracy
 BJ0828;SPC LA S     -   183,260.    1,000,160.      MT  (+/- 180 meters Scaled)
 BJ0828
 BJ0828                          SUPERSEDED SURVEY CONTROL
 BJ0828
 BJ0828  NGVD 29 (??/??/??)    2.768  (m)            9.08   (f) ADJUSTED    1 1
 BJ0828
 BJ0828.Superseded values are not recommended for survey control.
 BJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0828.See file dsdata.txt to determine how the superseded data were derived.
 BJ0828
 BJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP606369(NAD 83)
 BJ0828_MARKER: DB = BENCH MARK DISK
 BJ0828_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0828_SP_SET: COPPER-CLAD STEEL ROD
 BJ0828_STAMPING: R 292 1976
 BJ0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0828
 BJ0828  HISTORY     - Date     Condition        Report By
 BJ0828  HISTORY     - 1976     MONUMENTED       NGS
 BJ0828
 BJ0828                          STATION DESCRIPTION
 BJ0828
 BJ0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0828'IN BAYOU SORREL.
 BJ0828'AT BAYOU SORREL, 0.1 MILE SOUTHEAST ALONG AN ASPHALT ROAD ALONG THE
 BJ0828'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0828'118 FT NORTHWEST OF THE CENTER OF A GRAVELED TURN-OUT, 31 FT
 BJ0828'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 76 FT WEST OF AND ACROSS
 BJ0828'THE ROAD FROM THE SOUTH CORNER OF A MESH WIRE FENCE AROUND TWO HOUSES,
 BJ0828'60.0 FT SOUTHWEST OF AND ACROSS THE ROAD FROM THE FENCE, 2 FT
 BJ0828'NORTHWEST OF A POWER LINE POLE. THE DISK IS 0.9 FT BELOW THE LEVEL
 BJ0828'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BJ0828'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0075 ***********************************************************************
 AU0075  DESIGNATION -  R 293
 AU0075  PID         -  AU0075
 AU0075  STATE/COUNTY-  LA/ST MARTIN
 AU0075  USGS QUAD   -  PIERRE PART (1980)
 AU0075
 AU0075                         *CURRENT SURVEY CONTROL
 AU0075  ___________________________________________________________________
 AU0075* NAD 83(1986)-  29 55 19.     (N)    091 14 11.     (W)     SCALED    
 AU0075* NAVD 88     -         0.725  (meters)       2.38   (feet)  ADJUSTED  
 AU0075  ___________________________________________________________________
 AU0075  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AU0075  DYNAMIC HT  -           0.724 (meters)       2.38  (feet)  COMP
 AU0075  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 AU0075
 AU0075  VERT ORDER  -  FIRST     CLASS I
 AU0075
 AU0075.The horizontal coordinates were scaled from a topographic map and have
 AU0075.an estimated accuracy of +/- 6 seconds.
 AU0075
 AU0075.The orthometric height was determined by differential leveling
 AU0075.and adjusted by the National Geodetic Survey in February 1994..
 AU0075
 AU0075.The geoid height was determined by GEOID03.
 AU0075
 AU0075.The dynamic height is computed by dividing the NAVD 88
 AU0075.geopotential number by the normal gravity value computed on the
 AU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0075.degrees latitude (g = 980.6199 gals.).
 AU0075
 AU0075.The modeled gravity was interpolated from observed gravity values.
 AU0075
 AU0075;                    North         East    Units  Estimated Accuracy
 AU0075;SPC LA S     -   157,620.    1,009,360.      MT  (+/- 180 meters Scaled)
 AU0075
 AU0075                          SUPERSEDED SURVEY CONTROL
 AU0075
 AU0075  NGVD 29 (??/??/??)    0.784  (m)            2.57   (f) ADJUSTED    1 1
 AU0075
 AU0075.Superseded values are not recommended for survey control.
 AU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0075.See file dsdata.txt to determine how the superseded data were derived.
 AU0075
 AU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP702114(NAD 83)
 AU0075_MARKER: DB = BENCH MARK DISK
 AU0075_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AU0075+WITH SETTING: INTO GROUND
 AU0075_SP_SET: METAL ROD WITH BASE PLATE
 AU0075_STAMPING: R 293 1976
 AU0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0075+STABILITY: SURFACE MOTION
 AU0075
 AU0075  HISTORY     - Date     Condition        Report By
 AU0075  HISTORY     - 1976     MONUMENTED       NGS
 AU0075
 AU0075                          STATION DESCRIPTION
 AU0075
 AU0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AU0075'1.7 MI NW FROM BELLE RIVER.
 AU0075'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 AU0075'END OF A DRAWBRIDGE OVER THE BELLE RIVER, AT THE JUNCTION OF A DRIVE-
 AU0075'WAY LEADING EAST, 255 FT EAST ALONG DRIVEWAY FROM THE CENTER LINE OF
 AU0075'THE HIGHWAY, 13 FT SOUTH OF THE CENTER LINE OF THE DRIVE, 102 FT WEST
 AU0075'OF THE NORTH CORNER OF A HOUSE, 13 FT SOUTHWEST OF THE SOUTH END OF A
 AU0075'GATE, 2 FT SOUTH OF A POWER LINE POLE WITH A TRANSFORMER AND 2 GUY
 AU0075'WIRES.  THE DISK IS 0.4 FT BELOW THE SURFACE OF THE GROUND, ACCESS TO
 AU0075'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0894 ***********************************************************************
 BJ0894  DESIGNATION -  R 294
 BJ0894  PID         -  BJ0894
 BJ0894  STATE/COUNTY-  LA/LIVINGSTON
 BJ0894  USGS QUAD   -  SATSUMA (1980)
 BJ0894
 BJ0894                         *CURRENT SURVEY CONTROL
 BJ0894  ___________________________________________________________________
 BJ0894* NAD 83(1986)-  30 30 12.     (N)    090 48 06.     (W)     SCALED    
 BJ0894* NAVD 88     -        13.559  (meters)      44.48   (feet)  ADJUSTED  
 BJ0894  ___________________________________________________________________
 BJ0894  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ0894  DYNAMIC HT  -          13.541 (meters)      44.43  (feet)  COMP
 BJ0894  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ0894
 BJ0894  VERT ORDER  -  FIRST     CLASS I
 BJ0894
 BJ0894.The horizontal coordinates were scaled from a topographic map and have
 BJ0894.an estimated accuracy of +/- 6 seconds.
 BJ0894
 BJ0894.The orthometric height was determined by differential leveling
 BJ0894.and adjusted by the National Geodetic Survey in February 1994..
 BJ0894
 BJ0894.The geoid height was determined by GEOID03.
 BJ0894
 BJ0894.The dynamic height is computed by dividing the NAVD 88
 BJ0894.geopotential number by the normal gravity value computed on the
 BJ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0894.degrees latitude (g = 980.6199 gals.).
 BJ0894
 BJ0894.The modeled gravity was interpolated from observed gravity values.
 BJ0894
 BJ0894;                    North         East    Units  Estimated Accuracy
 BJ0894;SPC LA S     -   222,180.    1,051,040.      MT  (+/- 180 meters Scaled)
 BJ0894
 BJ0894                          SUPERSEDED SURVEY CONTROL
 BJ0894
 BJ0894  NAVD 88 (06/15/91)   13.607  (m)           44.64   (f) UNKNOWN     1 1
 BJ0894  NGVD 29 (??/??/??)   13.579  (m)           44.55   (f) ADJUSTED    1 1
 BJ0894
 BJ0894.Superseded values are not recommended for survey control.
 BJ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0894.See file dsdata.txt to determine how the superseded data were derived.
 BJ0894
 BJ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP109766(NAD 83)
 BJ0894_MARKER: DB = BENCH MARK DISK
 BJ0894_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0894_SP_SET: COPPER-CLAD STEEL ROD
 BJ0894_STAMPING: R 294 1976
 BJ0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0894
 BJ0894  HISTORY     - Date     Condition        Report By
 BJ0894  HISTORY     - 1976     MONUMENTED       NGS
 BJ0894
 BJ0894                          STATION DESCRIPTION
 BJ0894
 BJ0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0894'3.2 MI WEST FROM LIVINGSTON.
 BJ0894'3.2 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0894'HIGHWAY 63 (FROST ROAD), 3.8 MILES EAST OF WALKER, 0.05 MILE WEST OF
 BJ0894'A SERVICE STATION, AT THE JUNCTION OF A GRAVELLED DRIVE TO A BRICK
 BJ0894'HOUSE, 49.5 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 70 FT EAST OF
 BJ0894'THE CENTER LINE OF THE DRIVE, 148.1 FT SOUTHEAST OF BENCH MARK
 BJ0894'TT 9 L, 37.0 FT SOUTH OF THE SOUTH RAIL OF THE ILLINOIS CENTRAL
 BJ0894'RAILROAD, 48.5 FT WEST OF A POWER LINE POLE, 2.5 FT EAST OF POWER
 BJ0894'LINE POLE 360-108, THE DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND,
 BJ0894'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0634 ***********************************************************************
 BJ0634  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0634  DESIGNATION -  R 295
 BJ0634  PID         -  BJ0634
 BJ0634  STATE/COUNTY-  LA/ASCENSION
 BJ0634  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ0634
 BJ0634                         *CURRENT SURVEY CONTROL
 BJ0634  ___________________________________________________________________
 BJ0634* NAD 83(1992)-  30 06 23.82307(N)    090 59 08.15295(W)     ADJUSTED  
 BJ0634* NAVD 88     -         9.24 **(meters)      30.3  **(feet)  GPS OBS(2004.65)
 BJ0634  **This station is located in a subsidence area (see below).
 BJ0634  ___________________________________________________________________
 BJ0634  EPOCH DATE  -        2004.65
 BJ0634  X           -     -94,989.927 (meters)                     COMP
 BJ0634  Y           -  -5,521,505.596 (meters)                     COMP
 BJ0634  Z           -   3,180,594.983 (meters)                     COMP
 BJ0634  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ0634  ELLIP HEIGHT-         -17.39  (meters)          (06/22/05) GPS OBS
 BJ0634  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BJ0634  DYNAMIC HT  -           9.23  (meters)      30.3   (feet)  COMP
 BJ0634  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BJ0634
 BJ0634  HORZ ORDER  -  B
 BJ0634  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0634  ELLP ORDER  -  FOURTH    CLASS I
 BJ0634
 BJ0634.The horizontal coordinates were established by GPS observations
 BJ0634.and adjusted by the National Geodetic Survey in June 2005..
 BJ0634.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0634.The epoch date for horizontal control is a decimal equivalence
 BJ0634.of Year/Month/Day.
 BJ0634
 BJ0634 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0634 ** and geoid heights are valid at the date of observation. These heights
 BJ0634 ** must always be validated when used as control.
 BJ0634 ** The orthometric height was determined by GPS observations using
 BJ0634 ** precise GPS observation and processing techniques and a new
 BJ0634 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0634 ** determined for this station.
 BJ0634 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0634 ** epoch indicated which incorporates improved geoid heights for the
 BJ0634 ** Southern Louisiana Subsidence area.
 BJ0634 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0634.The orthometric height was determined by GPS observations and a
 BJ0634.high-resolution geoid model using precise GPS observation and
 BJ0634.processing techniques. It supersedes the leveled height previously
 BJ0634.determined for this station.
 BJ0634.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0634.derived orthometric height which differed from the leveled height by
 BJ0634.more than one decimeter (0.1 meter).
 BJ0634.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0634
 BJ0634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0634
 BJ0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0634
 BJ0634.The ellipsoidal height was determined by GPS observations
 BJ0634.and is referenced to NAD 83.
 BJ0634
 BJ0634.The geoid height was determined by GEOID03.
 BJ0634
 BJ0634.The dynamic height is computed by dividing the NAVD 88
 BJ0634.geopotential number by the normal gravity value computed on the
 BJ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0634.degrees latitude (g = 980.6199 gals.).
 BJ0634
 BJ0634.The modeled gravity was interpolated from observed gravity values.
 BJ0634
 BJ0634;                    North         East     Units Scale Factor Converg.
 BJ0634;SPC LA S     -   178,135.300 1,033,513.278   MT  0.99992744   +0 10 25.9
 BJ0634;SPC LA S     -   584,432.23  3,390,784.81   sFT  0.99992744   +0 10 25.9
 BJ0634;UTM  15      - 3,332,311.482   694,096.403   MT  1.00006481   +1 00 38.7
 BJ0634
 BJ0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0634!SPC LA S     -   1.00000273  x   0.99992744  =   0.99993017
 BJ0634!UTM  15      -   1.00000273  x   1.00006481  =   1.00006754
 BJ0634
 BJ0634                          SUPERSEDED SURVEY CONTROL
 BJ0634
 BJ0634  NAD 83(1992)-  30 06 23.82306(N)    090 59 08.15261(W) AD(       ) B
 BJ0634  ELLIP H (12/29/04)  -17.38   (m)                       GP(       ) 4 1
 BJ0634  NAVD 88 (02/14/94)    9.469  (m)           31.07   (f) ADJUSTED    1 1
 BJ0634  NGVD 29 (??/??/??)    9.515  (m)           31.22   (f) ADJUSTED    1 1
 BJ0634
 BJ0634.Superseded values are not recommended for survey control.
 BJ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0634.See file dsdata.txt to determine how the superseded data were derived.
 BJ0634
 BJ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9409632311(NAD 83)
 BJ0634_MARKER: DB = BENCH MARK DISK
 BJ0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0634_SP_SET: COPPER-CLAD STEEL ROD
 BJ0634_STAMPING: R 295 1976
 BJ0634_MARK LOGO: NGS   
 BJ0634_PROJECTION: RECESSED 0 CENTIMETERS
 BJ0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0634+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 BJ0634_ROD/PIPE-DEPTH:  3.0 meters
 BJ0634
 BJ0634  HISTORY     - Date     Condition        Report By
 BJ0634  HISTORY     - 1976     MONUMENTED       NGS
 BJ0634  HISTORY     - 1982     GOOD             NGS
 BJ0634  HISTORY     - 20021104 GOOD             3001
 BJ0634  HISTORY     - 20040413 GOOD             NGS
 BJ0634  HISTORY     - 20051011 GOOD             NGS
 BJ0634
 BJ0634                          STATION DESCRIPTION
 BJ0634
 BJ0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0634'IN DONALDSONVILLE.
 BJ0634'AT DONALDSONVILLE, 1 BLOCK NORTH ALONG LESSARD STREET FROM THE
 BJ0634'JUNCTION OF MISSISSIPPI STREET, 17 FT WEST OF THE CENTER LINE OF THE
 BJ0634'STREET, 80 FT SOUTH OF THE CENTER LINE OF THE LEVEE ROAD OF THE
 BJ0634'MISSISSIPPI RIVER, 96.2 FT EAST OF THE NORTHEAST CORNER OF THE
 BJ0634'CHEVROLET GARAGE BUILDING, 2 FT NORTH OF A POWER LINE POLE WITH A
 BJ0634'TRANSFORMER. THE DISK IS 10-INCHES BELOW THE LEVEL OF THE GROUND,
 BJ0634'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0634
 BJ0634                          STATION RECOVERY (1982)
 BJ0634
 BJ0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ0634'RECOVERED IN GOOD CONDITION.
 BJ0634
 BJ0634                          STATION RECOVERY (2002)
 BJ0634
 BJ0634'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0634'THE STATION IS LOCATED IN DONALDSONVILLE AT THE END OF LESSARD STREET
 BJ0634'NEAR LAND SIDE  TOE OF LEVEE, 8.2 MILES SOUTHWEST OF GRAMERCY, 8.5
 BJ0634'MILES NORTH EAST OF BELLE ROSE, 10.5  MILES SOUTHEAST OF WHITE CASTLE
 BJ0634' 
 BJ0634'OWNERSHIP- COE RIGHT OF WAY
 BJ0634' 
 BJ0634'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND HWY 18 GO
 BJ0634'NORTH ON HWY 18 FOR  .85 TO LESSAN STREET ON LEFT, TURN LEFT AND GO TO
 BJ0634'TOE OF LEVEE AND POWER POLE WITH  WITNESS POST NAIL TO SIDE OF POST
 BJ0634'AND STATION 2' NORTH OF POWERPOLE.
 BJ0634' 
 BJ0634'THE STATION IS 2' NORTH OF POWER POLE, 96.5' EAST OF THE NORTHEAST
 BJ0634'CORNER OF ABANDONED  CAR DEALERSHIP (BLUE METAL BUILDING), 4IN PVC
 BJ0634'THAT WAS SAID TO BE THERE IS GONE. STATION IS  IN GOOD CONDITION.
 BJ0634'STATION IS A DISK SET ON A COPPER CLAD STEEL ROD SET 10' INTO THE
 BJ0634'GROUND. STATION IS STAMPED R295 1976.
 BJ0634
 BJ0634                          STATION RECOVERY (2004)
 BJ0634
 BJ0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BJ0634'THE STATION IS LOCATED IN DONALDSONVILLE. TO REACH THE STATION FROM
 BJ0634'THE INTERSECTION OF THE WEST BOUND OFF RAMP OF INTERSTATE HWY  10
 BJ0634'(EXIT 182) AND LA 70, GO SOUTHWESTERLY FOR 8.2 MI TO THE INTERSECTION
 BJ0634'WITH LA 3120, TURN RIGHT AND  GO NORTHWEST ON LA 3120 FOR 1.0 MI TO
 BJ0634'THE INTERSECTION OF LA 18, TURN RIGHT AND GO NORTH THEN  EAST FOR  2.2
 BJ0634'MI ON LA 18 TO THE INTERSECTION OF LESSARD STREET, TURN LEFT AND GO
 BJ0634'NORTHERLY FOR  0.05 MI ON LESSARD STREET  TO THE MARK ON THE LEFT JUST
 BJ0634'BEFORE REACHING A LEVEE.  THE MARK IS 4.9 MTR W OF THE CENTERLINE
 BJ0634'LESSARD ST, 23.2 MTR S OF THE CENTERLINE  OF THE LEVEE ROAD,  0.5 MTR
 BJ0634'N OF A POWER POLE WITH A TRANSFORMER, THE DISK IS 15 CM BELOW  THE
 BJ0634'GROUND.  THE 4 INCH PLASTIC SCEW PLUG IS GONE.
 BJ0634
 BJ0634                          STATION RECOVERY (2005)
 BJ0634
 BJ0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 BJ0634'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STAMPING IS R
 BJ0634'295 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0097 ***********************************************************************
 BK0097  DESIGNATION -  R 30
 BK0097  PID         -  BK0097
 BK0097  STATE/COUNTY-  LA/ST LANDRY
 BK0097  USGS QUAD   -  CHATAIGNIER (1983)
 BK0097
 BK0097                         *CURRENT SURVEY CONTROL
 BK0097  ___________________________________________________________________
 BK0097* NAD 83(1986)-  30 30 24.     (N)    092 19 09.     (W)     SCALED    
 BK0097* NAVD 88     -        15.95   (+/-2cm)      52.3    (feet)  VERTCON   
 BK0097  ___________________________________________________________________
 BK0097  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0097
 BK0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0097
 BK0097.The horizontal coordinates were scaled from a topographic map and have
 BK0097.an estimated accuracy of +/- 6 seconds.
 BK0097
 BK0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0097.The vertical order pertains to the NGVD 29 superseded value.
 BK0097
 BK0097.The geoid height was determined by GEOID03.
 BK0097
 BK0097;                    North         East    Units  Estimated Accuracy
 BK0097;SPC LA S     -   222,840.      905,370.      MT  (+/- 180 meters Scaled)
 BK0097
 BK0097                          SUPERSEDED SURVEY CONTROL
 BK0097
 BK0097  NGVD 29 (??/??/??)   15.907  (m)           52.19   (f) ADJUSTED    2 0
 BK0097
 BK0097.Superseded values are not recommended for survey control.
 BK0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0097.See file dsdata.txt to determine how the superseded data were derived.
 BK0097
 BK0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP653751(NAD 83)
 BK0097_MARKER: DB = BENCH MARK DISK
 BK0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0097_STAMPING: R30 1935
 BK0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0097+STABILITY: SURFACE MOTION
 BK0097
 BK0097  HISTORY     - Date     Condition        Report By
 BK0097  HISTORY     - 1935     MONUMENTED       CGS
 BK0097  HISTORY     - 1969     GOOD             CGS
 BK0097
 BK0097                          STATION DESCRIPTION
 BK0097
 BK0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BK0097'6.25 MI E FROM EUNICE.
 BK0097'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TRACK FROM
 BK0097'THE SOUTHERN PACIFIC RAILROAD STATION IN EUNICE TO ITS INTERSECTION
 BK0097'WITH US HIGHWAY 190.  THENCE ABOUT 6.10 MILES EAST ALONG US HIGHWAY
 BK0097'190.  LOCATED AT A POINT WHERE US HIGHWAY 190 AND LOUISIANA HIGHWAY 95
 BK0097'INTERSECT.  156.0 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND
 BK0097'ROADWAY OF US HIGHWAY 190, 40.6 FEET EAST OF THE CENTERLINE OF
 BK0097'LOUISIANA HIGHWAY 95, 38.5 FEET SOUTH OF THE CENTERLINE OF THE
 BK0097'MISSOURI PACIFIC RAILROAD TRACK, 19.0 FEET NORTH-NORTHEAST OF A POWER
 BK0097'POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE
 BK0097'GROUND.  THE MARK IS LOCATED 0.7 FOOT SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2301 ***********************************************************************
 BX2301  DESIGNATION -  R 301
 BX2301  PID         -  BX2301
 BX2301  STATE/COUNTY-  LA/NATCHITOCHES
 BX2301  USGS QUAD   -  ALOHA (1992)
 BX2301
 BX2301                         *CURRENT SURVEY CONTROL
 BX2301  ___________________________________________________________________
 BX2301* NAD 83(1986)-  31 34 39.     (N)    092 47 17.     (W)     SCALED    
 BX2301* NAVD 88     -        27.970  (meters)      91.76   (feet)  ADJUSTED  
 BX2301  ___________________________________________________________________
 BX2301  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2301  DYNAMIC HT  -          27.936 (meters)      91.65  (feet)  COMP
 BX2301  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 BX2301
 BX2301  VERT ORDER  -  FIRST     CLASS I
 BX2301
 BX2301.The horizontal coordinates were scaled from a topographic map and have
 BX2301.an estimated accuracy of +/- 6 seconds.
 BX2301
 BX2301.The orthometric height was determined by differential leveling
 BX2301.and adjusted by the National Geodetic Survey in February 1994..
 BX2301
 BX2301.The geoid height was determined by GEOID03.
 BX2301
 BX2301.The dynamic height is computed by dividing the NAVD 88
 BX2301.geopotential number by the normal gravity value computed on the
 BX2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2301.degrees latitude (g = 980.6199 gals.).
 BX2301
 BX2301.The modeled gravity was interpolated from observed gravity values.
 BX2301
 BX2301;                    North         East    Units  Estimated Accuracy
 BX2301;SPC LA N     -   119,500.      972,660.      MT  (+/- 180 meters Scaled)
 BX2301
 BX2301                          SUPERSEDED SURVEY CONTROL
 BX2301
 BX2301  NAVD 88 (06/15/91)   27.969  (m)           91.76   (f) UNKNOWN     1 1
 BX2301  NGVD 29 (??/??/??)   27.984  (m)           91.81   (f) ADJUSTED    1 1
 BX2301
 BX2301.Superseded values are not recommended for survey control.
 BX2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2301.See file dsdata.txt to determine how the superseded data were derived.
 BX2301
 BX2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ201936(NAD 83)
 BX2301_MARKER: DB = BENCH MARK DISK
 BX2301_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2301_SP_SET: COPPER-CLAD STEEL ROD
 BX2301_STAMPING: R 301 1977
 BX2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2301
 BX2301  HISTORY     - Date     Condition        Report By
 BX2301  HISTORY     - 1977     MONUMENTED       NGS
 BX2301
 BX2301                          STATION DESCRIPTION
 BX2301
 BX2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2301'11.85 MI NE FROM CLOUTIERVILLE.
 BX2301'7.85 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2301'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 4 MILES
 BX2301'SOUTHEAST ALONG THE LEVEE, 100 YARDS SOUTHEAST OF MILEPOST 32,
 BX2301'122 FEET SOUTHWEST OF THE LEVEE AND THE JUNCTION OF A ACCESS ROAD,
 BX2301'78 FEET NORTHWEST OF A FENCE CORNER BY AN OLD HOUSE, 25 FEET
 BX2301'NORTHWEST OF A POWERLINE POLE, AND 2 FEET NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2245 ***********************************************************************
 BX2245  DESIGNATION -  R 302
 BX2245  PID         -  BX2245
 BX2245  STATE/COUNTY-  LA/AVOYELLES
 BX2245  USGS QUAD   -  POWELL POINT (1993)
 BX2245
 BX2245                         *CURRENT SURVEY CONTROL
 BX2245  ___________________________________________________________________
 BX2245* NAD 83(1986)-  31 15 14.     (N)    092 00 37.     (W)     SCALED    
 BX2245* NAVD 88     -        17.878  (meters)      58.65   (feet)  ADJUSTED  
 BX2245  ___________________________________________________________________
 BX2245  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BX2245  DYNAMIC HT  -          17.856 (meters)      58.58  (feet)  COMP
 BX2245  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 BX2245
 BX2245  VERT ORDER  -  FIRST     CLASS I
 BX2245
 BX2245.The horizontal coordinates were scaled from a topographic map and have
 BX2245.an estimated accuracy of +/- 6 seconds.
 BX2245
 BX2245.The orthometric height was determined by differential leveling
 BX2245.and adjusted by the National Geodetic Survey in February 1994..
 BX2245
 BX2245.The geoid height was determined by GEOID03.
 BX2245
 BX2245.The dynamic height is computed by dividing the NAVD 88
 BX2245.geopotential number by the normal gravity value computed on the
 BX2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2245.degrees latitude (g = 980.6199 gals.).
 BX2245
 BX2245.The modeled gravity was interpolated from observed gravity values.
 BX2245
 BX2245;                    North         East    Units  Estimated Accuracy
 BX2245;SPC LA N     -    83,690.    1,046,650.      MT  (+/- 180 meters Scaled)
 BX2245
 BX2245                          SUPERSEDED SURVEY CONTROL
 BX2245
 BX2245  NAVD 88 (06/15/91)   17.887  (m)           58.68   (f) UNKNOWN     1 1
 BX2245  NGVD 29 (??/??/??)   17.841  (m)           58.53   (f) ADJUSTED    1 1
 BX2245
 BX2245.Superseded values are not recommended for survey control.
 BX2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2245.See file dsdata.txt to determine how the superseded data were derived.
 BX2245
 BX2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ942581(NAD 83)
 BX2245_MARKER: DB = BENCH MARK DISK
 BX2245_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2245+WITH SETTING: INTO GROUND
 BX2245_SP_SET: METAL ROD WITH BASE PLATE
 BX2245_STAMPING: R 302 1977
 BX2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2245+STABILITY: SURFACE MOTION
 BX2245
 BX2245  HISTORY     - Date     Condition        Report By
 BX2245  HISTORY     - 1977     MONUMENTED       NGS
 BX2245
 BX2245                          STATION DESCRIPTION
 BX2245
 BX2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2245'14.2 MI NE FROM EFFIE.
 BX2245'14.2 MILES NORTHEAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2245'STATE HIGHWAYS 1196, 107 AND 115 AT EFFIE, 27 FEET NORTHEAST OF THE
 BX2245'CENTER LINE OF HIGHWAY, 9 FEET NORTHEAST OF A TELEPHONE CABLE
 BX2245'JUNCTION BOX, 10 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A FIELD
 BX2245'ROAD, 4 FEET NORTHEAST OF A BARBED WIRE FENCE, AND IS SURROUNDED BY
 BX2245'3 ORANGE 1-INCH IRON PIPES WHICH PROJECTS ABOUT 2 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2316 ***********************************************************************
 BX2316  DESIGNATION -  R 303
 BX2316  PID         -  BX2316
 BX2316  STATE/COUNTY-  LA/NATCHITOCHES
 BX2316  USGS QUAD   -  MONTGOMERY (1993)
 BX2316
 BX2316                         *CURRENT SURVEY CONTROL
 BX2316  ___________________________________________________________________
 BX2316* NAD 83(1986)-  31 40 21.     (N)    092 57 03.     (W)     SCALED    
 BX2316* NAVD 88     -        32.617  (meters)     107.01   (feet)  ADJUSTED  
 BX2316  ___________________________________________________________________
 BX2316  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2316  DYNAMIC HT  -          32.578 (meters)     106.88  (feet)  COMP
 BX2316  MODELED GRAV-     979,446.1   (mgal)                       NAVD 88
 BX2316
 BX2316  VERT ORDER  -  FIRST     CLASS I
 BX2316
 BX2316.The horizontal coordinates were scaled from a topographic map and have
 BX2316.an estimated accuracy of +/- 6 seconds.
 BX2316
 BX2316.The orthometric height was determined by differential leveling
 BX2316.and adjusted by the National Geodetic Survey in February 1994..
 BX2316
 BX2316.The geoid height was determined by GEOID03.
 BX2316
 BX2316.The dynamic height is computed by dividing the NAVD 88
 BX2316.geopotential number by the normal gravity value computed on the
 BX2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2316.degrees latitude (g = 980.6199 gals.).
 BX2316
 BX2316.The modeled gravity was interpolated from observed gravity values.
 BX2316
 BX2316;                    North         East    Units  Estimated Accuracy
 BX2316;SPC LA N     -   130,090.      957,250.      MT  (+/- 180 meters Scaled)
 BX2316
 BX2316                          SUPERSEDED SURVEY CONTROL
 BX2316
 BX2316  NAVD 88 (06/15/91)   32.617  (m)          107.01   (f) UNKNOWN     1 1
 BX2316  NGVD 29 (??/??/??)   32.645  (m)          107.10   (f) ADJUSTED    1 1
 BX2316
 BX2316.Superseded values are not recommended for survey control.
 BX2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2316.See file dsdata.txt to determine how the superseded data were derived.
 BX2316
 BX2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR046041(NAD 83)
 BX2316_MARKER: DB = BENCH MARK DISK
 BX2316_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2316+WITH SETTING: INTO GROUND
 BX2316_SP_SET: METAL ROD WITH BASE PLATE
 BX2316_STAMPING: R 303 1977
 BX2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2316+STABILITY: SURFACE MOTION
 BX2316
 BX2316  HISTORY     - Date     Condition        Report By
 BX2316  HISTORY     - 1977     MONUMENTED       NGS
 BX2316  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX2316
 BX2316                          STATION DESCRIPTION
 BX2316
 BX2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2316'17.9 MI NW FROM CLOUTIERVILLE.
 BX2316'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2316'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 10.1 MILES
 BX2316'NORTHWEST ALONG THE LEVEE, 64 FEET SOUTHWEST OF THE CENTER OF THE
 BX2316'LEVEE, 1 FOOT NORTHEAST OF A FENCE AT THE TOE OF THE LEVEE, AND
 BX2316'0.15 MILE SOUTHEAST OF MILEPOST 17.
 BX2316
 BX2316                          STATION RECOVERY (1981)
 BX2316
 BX2316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX2316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2362 ***********************************************************************
 BX2362  DESIGNATION -  R 304
 BX2362  PID         -  BX2362
 BX2362  STATE/COUNTY-  LA/RED RIVER
 BX2362  USGS QUAD   -  HANNA (1992)
 BX2362
 BX2362                         *CURRENT SURVEY CONTROL
 BX2362  ___________________________________________________________________
 BX2362* NAD 83(1986)-  31 56 08.     (N)    093 19 23.     (W)     SCALED    
 BX2362* NAVD 88     -        37.840  (meters)     124.15   (feet)  ADJUSTED  
 BX2362  ___________________________________________________________________
 BX2362  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX2362  DYNAMIC HT  -          37.796 (meters)     124.00  (feet)  COMP
 BX2362  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 BX2362
 BX2362  VERT ORDER  -  FIRST     CLASS I
 BX2362
 BX2362.The horizontal coordinates were scaled from a topographic map and have
 BX2362.an estimated accuracy of +/- 6 seconds.
 BX2362
 BX2362.The orthometric height was determined by differential leveling
 BX2362.and adjusted by the National Geodetic Survey in February 1994..
 BX2362
 BX2362.The geoid height was determined by GEOID03.
 BX2362
 BX2362.The dynamic height is computed by dividing the NAVD 88
 BX2362.geopotential number by the normal gravity value computed on the
 BX2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2362.degrees latitude (g = 980.6199 gals.).
 BX2362
 BX2362.The modeled gravity was interpolated from observed gravity values.
 BX2362
 BX2362;                    North         East    Units  Estimated Accuracy
 BX2362;SPC LA N     -   159,460.      922,180.      MT  (+/- 180 meters Scaled)
 BX2362
 BX2362                          SUPERSEDED SURVEY CONTROL
 BX2362
 BX2362  NAVD 88 (06/15/91)   37.840  (m)          124.15   (f) UNKNOWN     1 1
 BX2362  NGVD 29 (??/??/??)   37.898  (m)          124.34   (f) ADJUSTED    1 1
 BX2362
 BX2362.Superseded values are not recommended for survey control.
 BX2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2362.See file dsdata.txt to determine how the superseded data were derived.
 BX2362
 BX2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR694333(NAD 83)
 BX2362_MARKER: DB = BENCH MARK DISK
 BX2362_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2362+WITH SETTING: INTO GROUND
 BX2362_SP_SET: METAL ROD WITH BASE PLATE
 BX2362_STAMPING: R 304 1977
 BX2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2362+STABILITY: SURFACE MOTION
 BX2362
 BX2362  HISTORY     - Date     Condition        Report By
 BX2362  HISTORY     - 1977     MONUMENTED       NGS
 BX2362  HISTORY     - 19860214 MARK NOT FOUND   USPSQD
 BX2362  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2362
 BX2362                          STATION DESCRIPTION
 BX2362
 BX2362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2362'1.6 MI NW FROM LAKE END.
 BX2362'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2362'STATE HIGHWAY 174 AT LAKE END, 58 FEET SOUTHWEST OF THE CENTERLINE
 BX2362'OF THE HIGHWAY, 6 FEET NORTH OF A POWERLINE POLE, AND 4 FEET
 BX2362'NORTHEAST OF A BARBED WIRE FENCE.
 BX2362
 BX2362                          STATION RECOVERY (1986)
 BX2362
 BX2362'RECOVERY NOTE BY US POWER SQUADRON 1986 (AER)
 BX2362'MARK NOT FOUND.
 BX2362
 BX2362                          STATION RECOVERY (2001)
 BX2362
 BX2362'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2121 ***********************************************************************
 CQ2121  DESIGNATION -  R 305
 CQ2121  PID         -  CQ2121
 CQ2121  STATE/COUNTY-  LA/CADDO
 CQ2121  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2121
 CQ2121                         *CURRENT SURVEY CONTROL
 CQ2121  ___________________________________________________________________
 CQ2121* NAD 83(1986)-  32 30 51.     (N)    093 44 32.     (W)     SCALED    
 CQ2121* NAVD 88     -        50.882  (meters)     166.94   (feet)  ADJUSTED  
 CQ2121  ___________________________________________________________________
 CQ2121  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2121  DYNAMIC HT  -          50.825 (meters)     166.75  (feet)  COMP
 CQ2121  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 CQ2121
 CQ2121  VERT ORDER  -  FIRST     CLASS I
 CQ2121
 CQ2121.The horizontal coordinates were scaled from a topographic map and have
 CQ2121.an estimated accuracy of +/- 6 seconds.
 CQ2121
 CQ2121.The orthometric height was determined by differential leveling
 CQ2121.and adjusted by the National Geodetic Survey in June 1991..
 CQ2121.WARNING-Repeat measurements at this control monument indicate possible
 CQ2121.vertical movement.
 CQ2121
 CQ2121.The geoid height was determined by GEOID03.
 CQ2121
 CQ2121.The dynamic height is computed by dividing the NAVD 88
 CQ2121.geopotential number by the normal gravity value computed on the
 CQ2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2121.degrees latitude (g = 980.6199 gals.).
 CQ2121
 CQ2121.The modeled gravity was interpolated from observed gravity values.
 CQ2121
 CQ2121;                    North         East    Units  Estimated Accuracy
 CQ2121;SPC LA N     -   223,990.      883,280.      MT  (+/- 180 meters Scaled)
 CQ2121
 CQ2121                          SUPERSEDED SURVEY CONTROL
 CQ2121
 CQ2121  NGVD 29 (??/??/??)   50.951  (m)          167.16   (f) ADJUSTED    1 1
 CQ2121
 CQ2121.Superseded values are not recommended for survey control.
 CQ2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2121.See file dsdata.txt to determine how the superseded data were derived.
 CQ2121
 CQ2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR302976(NAD 83)
 CQ2121_MARKER: DB = BENCH MARK DISK
 CQ2121_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2121_SP_SET: COPPER-CLAD STEEL ROD
 CQ2121_STAMPING: R 305 1977
 CQ2121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2121
 CQ2121  HISTORY     - Date     Condition        Report By
 CQ2121  HISTORY     - 1977     MONUMENTED       NGS
 CQ2121  HISTORY     - 1979     GOOD             NGS
 CQ2121  HISTORY     - 19950429 GOOD             USPSQD
 CQ2121  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ2121
 CQ2121                          STATION DESCRIPTION
 CQ2121
 CQ2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2121'IN SHREVEPORT.
 CQ2121'0.1 MILE SOUTHEAST ALONG CLYDE FANT PARKWAY FROM THE CIVIC THEATER
 CQ2121'AT SHREVEPORT, 96 FEET SOUTHWEST OF THE CENTER LINE OF THE PARKWAY,
 CQ2121'46 FEET WEST OF THE WEST CORNER OF A 3 X 5 FOOT DRAIN COVER, IN THE
 CQ2121'PARKING LOT, 2 FEET NORTHEAST OF THE NORTHEAST FACE OF THE FIRST
 CQ2121'STONE PIER FOR THE ILLINOIS CENTRAL RAILROAD BRIDGE, SET UNDER THE
 CQ2121'BRIDGE AND DRIVEN TO REFUSAL.
 CQ2121
 CQ2121                          STATION RECOVERY (1979)
 CQ2121
 CQ2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ2121'RECOVERED IN GOOD CONDITION.
 CQ2121
 CQ2121                          STATION RECOVERY (1995)
 CQ2121
 CQ2121'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2121'RECOVERED IN GOOD CONDITION.
 CQ2121
 CQ2121                          STATION RECOVERY (1999)
 CQ2121
 CQ2121'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2151 ***********************************************************************
 CQ2151  DESIGNATION -  R 306
 CQ2151  PID         -  CQ2151
 CQ2151  STATE/COUNTY-  LA/CADDO
 CQ2151  USGS QUAD   -  DIXIE (1982)
 CQ2151
 CQ2151                         *CURRENT SURVEY CONTROL
 CQ2151  ___________________________________________________________________
 CQ2151* NAD 83(1986)-  32 44 01.     (N)    093 49 53.     (W)     SCALED    
 CQ2151* NAVD 88     -        56.800  (meters)     186.35   (feet)  ADJUSTED  
 CQ2151  ___________________________________________________________________
 CQ2151  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2151  DYNAMIC HT  -          56.737 (meters)     186.14  (feet)  COMP
 CQ2151  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CQ2151
 CQ2151  VERT ORDER  -  FIRST     CLASS I
 CQ2151
 CQ2151.The horizontal coordinates were scaled from a topographic map and have
 CQ2151.an estimated accuracy of +/- 6 seconds.
 CQ2151
 CQ2151.The orthometric height was determined by differential leveling
 CQ2151.and adjusted by the National Geodetic Survey in June 1991..
 CQ2151
 CQ2151.The geoid height was determined by GEOID03.
 CQ2151
 CQ2151.The dynamic height is computed by dividing the NAVD 88
 CQ2151.geopotential number by the normal gravity value computed on the
 CQ2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2151.degrees latitude (g = 980.6199 gals.).
 CQ2151
 CQ2151.The modeled gravity was interpolated from observed gravity values.
 CQ2151
 CQ2151;                    North         East    Units  Estimated Accuracy
 CQ2151;SPC LA N     -   248,430.      875,210.      MT  (+/- 180 meters Scaled)
 CQ2151
 CQ2151                          SUPERSEDED SURVEY CONTROL
 CQ2151
 CQ2151  NGVD 29 (??/??/??)   56.858  (m)          186.54   (f) ADJUSTED    1 1
 CQ2151
 CQ2151.Superseded values are not recommended for survey control.
 CQ2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2151.See file dsdata.txt to determine how the superseded data were derived.
 CQ2151
 CQ2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS221220(NAD 83)
 CQ2151_MARKER: DB = BENCH MARK DISK
 CQ2151_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2151+WITH SETTING: INTO GROUND
 CQ2151_SP_SET: METAL ROD WITH BASE PLATE
 CQ2151_STAMPING: R 306 1977
 CQ2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2151+STABILITY: SURFACE MOTION
 CQ2151
 CQ2151  HISTORY     - Date     Condition        Report By
 CQ2151  HISTORY     - 1977     MONUMENTED       NGS
 CQ2151
 CQ2151                          STATION DESCRIPTION
 CQ2151
 CQ2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2151'3.1 MI NE FROM DIXIE.
 CQ2151'1.3 MILES NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT DIXIE
 CQ2151'THENCE 0.3 MILE EAST ACROSS A PASTURE ON A TRACK ROAD, THENCE 1.5
 CQ2151'MILES NORTH ALONG A LEVEE, 36 FEET WEST-NORTHWEST OF THE CENTER LINE
 CQ2151'OF THE LEVEE, 3 FEET NORTH OF A BARBED WIRE FENCE CROSSING THE LEVEE,
 CQ2151'AND 2 FEET EAST-SOUTHEAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2180 ***********************************************************************
 CQ2180  DESIGNATION -  R 307
 CQ2180  PID         -  CQ2180
 CQ2180  STATE/COUNTY-  LA/CADDO
 CQ2180  USGS QUAD   -  WARDVIEW (1971)
 CQ2180
 CQ2180                         *CURRENT SURVEY CONTROL
 CQ2180  ___________________________________________________________________
 CQ2180* NAD 83(1986)-  32 57 09.     (N)    093 50 51.     (W)     SCALED    
 CQ2180* NAVD 88     -        62.279  (meters)     204.33   (feet)  ADJUSTED  
 CQ2180  ___________________________________________________________________
 CQ2180  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CQ2180  DYNAMIC HT  -          62.211 (meters)     204.10  (feet)  COMP
 CQ2180  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CQ2180
 CQ2180  VERT ORDER  -  FIRST     CLASS I
 CQ2180
 CQ2180.The horizontal coordinates were scaled from a topographic map and have
 CQ2180.an estimated accuracy of +/- 6 seconds.
 CQ2180
 CQ2180.The orthometric height was determined by differential leveling
 CQ2180.and adjusted by the National Geodetic Survey in June 1991..
 CQ2180
 CQ2180.The geoid height was determined by GEOID03.
 CQ2180
 CQ2180.The dynamic height is computed by dividing the NAVD 88
 CQ2180.geopotential number by the normal gravity value computed on the
 CQ2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2180.degrees latitude (g = 980.6199 gals.).
 CQ2180
 CQ2180.The modeled gravity was interpolated from observed gravity values.
 CQ2180
 CQ2180;                    North         East    Units  Estimated Accuracy
 CQ2180;SPC LA N     -   272,720.      874,000.      MT  (+/- 180 meters Scaled)
 CQ2180
 CQ2180                          SUPERSEDED SURVEY CONTROL
 CQ2180
 CQ2180  NGVD 29 (??/??/??)   62.317  (m)          204.45   (f) ADJUSTED    1 1
 CQ2180
 CQ2180.Superseded values are not recommended for survey control.
 CQ2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2180.See file dsdata.txt to determine how the superseded data were derived.
 CQ2180
 CQ2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS207463(NAD 83)
 CQ2180_MARKER: DB = BENCH MARK DISK
 CQ2180_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2180+WITH SETTING: INTO GROUND
 CQ2180_SP_SET: METAL ROD WITH BASE PLATE
 CQ2180_STAMPING: R 307 1977
 CQ2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2180+STABILITY: SURFACE MOTION
 CQ2180
 CQ2180  HISTORY     - Date     Condition        Report By
 CQ2180  HISTORY     - 1977     MONUMENTED       NGS
 CQ2180
 CQ2180                          STATION DESCRIPTION
 CQ2180
 CQ2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2180'11.7 MI NORTH FROM GILLIAM.
 CQ2180'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 CQ2180'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 0.9 MILE EAST
 CQ2180'ALONG DOMINICK ROAD NUMBER 1, THENCE 2.1 MILES NORTHWEST ALONG THE
 CQ2180'LEVEE, 65 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, 28 FEET
 CQ2180'WEST-SOUTHWEST OF THE CENTER OF A DIRT ROAD CROSSING THE LEVEE, AND
 CQ2180'1 FOOT SOUTHEAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2421 ***********************************************************************
 CQ2421  DESIGNATION -  R 329
 CQ2421  PID         -  CQ2421
 CQ2421  STATE/COUNTY-  LA/WEBSTER
 CQ2421  USGS QUAD   -  FRYEBURG (1986)
 CQ2421
 CQ2421                         *CURRENT SURVEY CONTROL
 CQ2421  ___________________________________________________________________
 CQ2421* NAD 83(1986)-  32 27 39.     (N)    093 10 34.     (W)     SCALED    
 CQ2421* NAVD 88     -        74.47   (+/-2cm)     244.3    (feet)  VERTCON   
 CQ2421  ___________________________________________________________________
 CQ2421  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2421
 CQ2421  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2421
 CQ2421.The horizontal coordinates were scaled from a topographic map and have
 CQ2421.an estimated accuracy of +/- 6 seconds.
 CQ2421
 CQ2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2421.The vertical order pertains to the NGVD 29 superseded value.
 CQ2421
 CQ2421.The geoid height was determined by GEOID03.
 CQ2421
 CQ2421;                    North         East    Units  Estimated Accuracy
 CQ2421;SPC LA N     -   217,610.      936,440.      MT  (+/- 180 meters Scaled)
 CQ2421
 CQ2421                          SUPERSEDED SURVEY CONTROL
 CQ2421
 CQ2421  NGVD 29 (??/??/??)   74.544  (m)          244.57   (f) ADJUSTED    1 1
 CQ2421
 CQ2421.Superseded values are not recommended for survey control.
 CQ2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2421.See file dsdata.txt to determine how the superseded data were derived.
 CQ2421
 CQ2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR834915(NAD 83)
 CQ2421_MARKER: DB = BENCH MARK DISK
 CQ2421_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2421+WITH SETTING: INTO GROUND
 CQ2421_SP_SET: 4 FT 5/8 IN ROD
 CQ2421_STAMPING: R 329 1977
 CQ2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2421+STABILITY: SURFACE MOTION
 CQ2421
 CQ2421  HISTORY     - Date     Condition        Report By
 CQ2421  HISTORY     - 1977     MONUMENTED       NGS
 CQ2421
 CQ2421                          STATION DESCRIPTION
 CQ2421
 CQ2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2421'8.4 MI SE FROM DUBBERLY.
 CQ2421'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2421'ERLY, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH-
 CQ2421'EAST OF A GUY WIRE, 17 FEET SUOUTHWEST OF A FENCE CORNER, 15 FEET WEST
 CQ2421'OF A GUY WIRE, 10 FT NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 CQ2421'LEADING WEST, AND 10 FEET EAST OF A JUNCTION POWERLINE POLE WITH A
 CQ2421'TRANSFORMER AND TWO GUY WIRES.
 CQ2421'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2421'IN A PIPE PROJECTING +1 INCH.
 CQ2421'1 FOOT BELOW HIGHWAY
 CQ2421'1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2457 ***********************************************************************
 CQ2457  DESIGNATION -  R 330
 CQ2457  PID         -  CQ2457
 CQ2457  STATE/COUNTY-  LA/BIENVILLE
 CQ2457  USGS QUAD   -  BIENVILLE (1986)
 CQ2457
 CQ2457                         *CURRENT SURVEY CONTROL
 CQ2457  ___________________________________________________________________
 CQ2457* NAD 83(1986)-  32 15 01.     (N)    092 55 33.     (W)     SCALED    
 CQ2457* NAVD 88     -        66.22   (+/-2cm)     217.3    (feet)  VERTCON   
 CQ2457  ___________________________________________________________________
 CQ2457  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2457
 CQ2457  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2457
 CQ2457.The horizontal coordinates were scaled from a topographic map and have
 CQ2457.an estimated accuracy of +/- 6 seconds.
 CQ2457
 CQ2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2457.The vertical order pertains to the NGVD 29 superseded value.
 CQ2457
 CQ2457.The geoid height was determined by GEOID03.
 CQ2457
 CQ2457;                    North         East    Units  Estimated Accuracy
 CQ2457;SPC LA N     -   194,140.      959,870.      MT  (+/- 180 meters Scaled)
 CQ2457
 CQ2457                          SUPERSEDED SURVEY CONTROL
 CQ2457
 CQ2457  NGVD 29 (??/??/??)   66.278  (m)          217.45   (f) ADJUSTED    1 1
 CQ2457
 CQ2457.Superseded values are not recommended for survey control.
 CQ2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2457.See file dsdata.txt to determine how the superseded data were derived.
 CQ2457
 CQ2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR069681(NAD 83)
 CQ2457_MARKER: DB = BENCH MARK DISK
 CQ2457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2457_SP_SET: 15 FEET
 CQ2457_STAMPING: R 330 1977
 CQ2457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2457
 CQ2457  HISTORY     - Date     Condition        Report By
 CQ2457  HISTORY     - 1977     MONUMENTED       NGS
 CQ2457
 CQ2457                          STATION DESCRIPTION
 CQ2457
 CQ2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2457'3.1 MI NW FROM FRIENDSHIP.
 CQ2457'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ2457'STATE HIGHWAY 501 AT FRIENDSHIP, 50 FEET SOUTHWEST OF THE CENTER
 CQ2457'LINE OF THE HIGHWAY, 65 FEET NORTHWEST OF A POWER LINE POLE, AND
 CQ2457'48 FEET NORTH OF THE CENTER OF A TRACK ROAD LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1820 ***********************************************************************
 BW1820  DESIGNATION -  R 336
 BW1820  PID         -  BW1820
 BW1820  STATE/COUNTY-  LA/CONCORDIA
 BW1820  USGS QUAD   -  FAIRVIEW (1983)
 BW1820
 BW1820                         *CURRENT SURVEY CONTROL
 BW1820  ___________________________________________________________________
 BW1820* NAD 83(1986)-  31 16 53.     (N)    091 32 46.     (W)     SCALED    
 BW1820* NAVD 88     -        16.474  (meters)      54.05   (feet)  ADJUSTED  
 BW1820  ___________________________________________________________________
 BW1820  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BW1820  DYNAMIC HT  -          16.454 (meters)      53.98  (feet)  COMP
 BW1820  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 BW1820
 BW1820  VERT ORDER  -  FIRST     CLASS II
 BW1820
 BW1820.The horizontal coordinates were scaled from a topographic map and have
 BW1820.an estimated accuracy of +/- 6 seconds.
 BW1820
 BW1820.The orthometric height was determined by differential leveling
 BW1820.and adjusted by the National Geodetic Survey in February 1994..
 BW1820
 BW1820.The geoid height was determined by GEOID03.
 BW1820
 BW1820.The dynamic height is computed by dividing the NAVD 88
 BW1820.geopotential number by the normal gravity value computed on the
 BW1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1820.degrees latitude (g = 980.6199 gals.).
 BW1820
 BW1820.The modeled gravity was interpolated from observed gravity values.
 BW1820
 BW1820;                    North         East    Units  Estimated Accuracy
 BW1820;SPC LA N     -    87,040.    1,090,830.      MT  (+/- 180 meters Scaled)
 BW1820
 BW1820                          SUPERSEDED SURVEY CONTROL
 BW1820
 BW1820  NAVD 88 (06/15/91)   16.496  (m)           54.12   (f) UNKNOWN     1 2
 BW1820  NGVD 29 (??/??/??)   16.457  (m)           53.99   (f) ADJUSTED    1 2
 BW1820
 BW1820.Superseded values are not recommended for survey control.
 BW1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1820.See file dsdata.txt to determine how the superseded data were derived.
 BW1820
 BW1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ383616(NAD 83)
 BW1820_MARKER: DB = BENCH MARK DISK
 BW1820_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1820_SP_SET: STAINLESS STEEL ROD
 BW1820_STAMPING: R 336 1979
 BW1820_PROJECTION: RECESSED 5 CENTIMETERS
 BW1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1820_ROD/PIPE-DEPTH: 13.7 meters
 BW1820
 BW1820  HISTORY     - Date     Condition        Report By
 BW1820  HISTORY     - 1979     MONUMENTED       NGS
 BW1820
 BW1820                          STATION DESCRIPTION
 BW1820
 BW1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1820'5.05 MI EAST FROM SLOCUM.
 BW1820'5.05 MILES EAST-NORTHEAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE
 BW1820'FROM THE JUNCTION OF STATE HIGHWAY 15 IN SLOCUM TO THE JUNCTION OF A
 BW1820'DIRT ROAD LEADING SOUTHEAST DOWN OFF OF THE LEVEE AND THE MARK ON
 BW1820'THE RIGHT, SET ON THE NORTHEAST SIDE OF THE DIRT ROAD AT THE POINT
 BW1820'WHERE THE ROAD ENTERS THE WOODS, 0.2 MILE SOUTHWEST OF THE JUNCTION
 BW1820'OF A GRAVEL ROAD LEADING NORTHWEST TO AN OIL WELL AND A CLUSTER OF
 BW1820'OIL STORAGE TANKS, 165 FEET SOUTHEAST OF THE CENTER OF THE LEVEE
 BW1820'ROAD, 13 FEET NORTHEAST OF THE CENTER OF THE WOODS ROAD.
 BW1820'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 BW1820'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1872 ***********************************************************************
 BW1872  DESIGNATION -  R 337
 BW1872  PID         -  BW1872
 BW1872  STATE/COUNTY-  LA/TENSAS
 BW1872  USGS QUAD   -  CHAMBLEE (1994)
 BW1872
 BW1872                         *CURRENT SURVEY CONTROL
 BW1872  ___________________________________________________________________
 BW1872* NAD 83(1986)-  31 51 03.     (N)    091 21 02.     (W)     SCALED    
 BW1872* NAVD 88     -        20.475  (meters)      67.18   (feet)  ADJUSTED  
 BW1872  ___________________________________________________________________
 BW1872  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1872  DYNAMIC HT  -          20.451 (meters)      67.10  (feet)  COMP
 BW1872  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 BW1872
 BW1872  VERT ORDER  -  FIRST     CLASS II
 BW1872
 BW1872.The horizontal coordinates were scaled from a topographic map and have
 BW1872.an estimated accuracy of +/- 6 seconds.
 BW1872
 BW1872.The orthometric height was determined by differential leveling
 BW1872.and adjusted by the National Geodetic Survey in February 1994..
 BW1872
 BW1872.The geoid height was determined by GEOID03.
 BW1872
 BW1872.The dynamic height is computed by dividing the NAVD 88
 BW1872.geopotential number by the normal gravity value computed on the
 BW1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1872.degrees latitude (g = 980.6199 gals.).
 BW1872
 BW1872.The modeled gravity was interpolated from observed gravity values.
 BW1872
 BW1872;                    North         East    Units  Estimated Accuracy
 BW1872;SPC LA N     -   150,350.    1,108,780.      MT  (+/- 180 meters Scaled)
 BW1872
 BW1872                          SUPERSEDED SURVEY CONTROL
 BW1872
 BW1872  NAVD 88 (06/15/91)   20.487  (m)           67.21   (f) UNKNOWN     1 2
 BW1872  NGVD 29 (??/??/??)   20.485  (m)           67.21   (f) ADJUSTED    1 2
 BW1872
 BW1872.Superseded values are not recommended for survey control.
 BW1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1872.See file dsdata.txt to determine how the superseded data were derived.
 BW1872
 BW1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR560250(NAD 83)
 BW1872_MARKER: DB = BENCH MARK DISK
 BW1872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1872_SP_SET: STAINLESS STEEL ROD
 BW1872_STAMPING: R 337 1979
 BW1872_PROJECTION: RECESSED 5 CENTIMETERS
 BW1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1872_ROD/PIPE-DEPTH: 7.62 meters
 BW1872
 BW1872  HISTORY     - Date     Condition        Report By
 BW1872  HISTORY     - 1979     MONUMENTED       NGS
 BW1872
 BW1872                          STATION DESCRIPTION
 BW1872
 BW1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1872'4.15 MI NE FROM WATERPROOF.
 BW1872'4.15 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1872'THE WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, 0.50 MILE
 BW1872'NORTHEAST OF A CATTLE GUARD, 0.15 MILE NORTHWEST OF LEVEE STATION
 BW1872'MARKER 6500, 0.10 MILE NORTHWEST OF THE CENTER OF THE ROAD, SET AT
 BW1872'THE BASE OF THE LEVEE IN A FENCE LINE, AT A POINT WHERE THE FENCE IS
 BW1872'OFF SET AND LEADING NORTHWEST DOWN HILL, 2.7 FEET NORTH OF THE OFFSET
 BW1872'FENCE POST NOW PAINTED FLUORESCENT ORANGE, 0.8 FOOT EAST OF THE OFFSET
 BW1872'BARB WIRE FENCE.
 BW1872'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1872'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2306 ***********************************************************************
 CP2306  HT_MOD      -  This is a Height Modernization Survey Station.
 CP2306  DESIGNATION -  R 338
 CP2306  PID         -  CP2306
 CP2306  STATE/COUNTY-  LA/MADISON
 CP2306  USGS QUAD   -  BEDFORD (1963)
 CP2306
 CP2306                         *CURRENT SURVEY CONTROL
 CP2306  ___________________________________________________________________
 CP2306* NAD 83(1992)-  32 14 40.99278(N)    091 01 57.40188(W)     ADJUSTED  
 CP2306* NAVD 88     -        24.28   (meters)      79.7    (feet)  GPS OBS   
 CP2306  ___________________________________________________________________
 CP2306  X           -     -97,309.363 (meters)                     COMP
 CP2306  Y           -  -5,398,750.066 (meters)                     COMP
 CP2306  Z           -   3,383,412.770 (meters)                     COMP
 CP2306  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CP2306  ELLIP HEIGHT-          -2.19  (meters)          (06/28/04) GPS OBS
 CP2306  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2306  DYNAMIC HT  -          24.25  (meters)      79.6   (feet)  COMP
 CP2306  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CP2306
 CP2306  HORZ ORDER  -  B
 CP2306  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2306  ELLP ORDER  -  FOURTH    CLASS II
 CP2306
 CP2306.The horizontal coordinates were established by GPS observations
 CP2306.and adjusted by the National Geodetic Survey in June 2004..
 CP2306
 CP2306.The orthometric height was determined by GPS observations and a
 CP2306.high-resolution geoid model using precise GPS observation and
 CP2306.processing techniques. It supersedes the leveled height previously
 CP2306.determined for this station.
 CP2306.The vertical order pertains to the first NAVD 88 superseded value.
 CP2306
 CP2306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2306
 CP2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2306
 CP2306.The ellipsoidal height was determined by GPS observations
 CP2306.and is referenced to NAD 83.
 CP2306
 CP2306.The geoid height was determined by GEOID03.
 CP2306
 CP2306.The dynamic height is computed by dividing the NAVD 88
 CP2306.geopotential number by the normal gravity value computed on the
 CP2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2306.degrees latitude (g = 980.6199 gals.).
 CP2306
 CP2306.The modeled gravity was interpolated from observed gravity values.
 CP2306
 CP2306;                    North         East     Units Scale Factor Converg.
 CP2306;SPC LA N     -   194,383.237 1,138,274.817   MT  0.99993097   +0 46 32.9
 CP2306;SPC LA N     -   637,739.00  3,734,489.96   sFT  0.99993097   +0 46 32.9
 CP2306;UTM  15      - 3,569,259.855   685,350.885   MT  1.00002368   +1 02 59.9
 CP2306
 CP2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2306!SPC LA N     -   1.00000034  x   0.99993097  =   0.99993131
 CP2306!UTM  15      -   1.00000034  x   1.00002368  =   1.00002402
 CP2306
 CP2306                          SUPERSEDED SURVEY CONTROL
 CP2306
 CP2306  NAVD 88 (02/14/94)   24.274  (m)           79.64   (f) ADJUSTED    1 2
 CP2306  NAVD 88 (06/15/91)   24.276  (m)           79.65   (f) UNKNOWN     1 2
 CP2306  NGVD 29 (??/??/??)   24.303  (m)           79.73   (f) ADJUSTED    1 2
 CP2306
 CP2306.Superseded values are not recommended for survey control.
 CP2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2306.See file dsdata.txt to determine how the superseded data were derived.
 CP2306
 CP2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8535169260(NAD 83)
 CP2306_MARKER: DB = BENCH MARK DISK
 CP2306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2306_SP_SET: STAINLESS STEEL ROD
 CP2306_STAMPING: R 338 1979
 CP2306_PROJECTION: RECESSED 5 CENTIMETERS
 CP2306_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2306+SATELLITE: SATELLITE OBSERVATIONS - 2003
 CP2306_ROD/PIPE-DEPTH: 9.14 meters
 CP2306
 CP2306  HISTORY     - Date     Condition        Report By
 CP2306  HISTORY     - 1979     MONUMENTED       NGS
 CP2306  HISTORY     - 2003     GOOD             PYBURN
 CP2306
 CP2306                          STATION DESCRIPTION
 CP2306
 CP2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2306'10.3 MI SW FROM DELTA.
 CP2306'10.3 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2306'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, SET AT THE BASE OF THE
 CP2306'LEVEE BETWEEN A GUY WIRE AND POWER POLE WITH 2 ELECTRIC METERS, AT
 CP2306'LEVEE STATION MARKER 4000 AND A Y-JUNCTION WITH A DIRT ROAD LEADING
 CP2306'NORTH, 115 FEET EAST OF THE CENTER OF THE DIRT ROAD AND BASE OF THE
 CP2306'Y-JUNCTION, 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDON
 CP2306'HOUSE WITH A TIN ROOF, 17 FEET SOUTH OF A TELEPHONE CABLE JUNCTION
 CP2306'BOX NUMBER 74W, 12E7, AND 2 FEET SOUTH OF THE POWER POLE.
 CP2306'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CP2306'THE MARK IS 30 FT BELOW LEVEE ROAD.
 CP2306
 CP2306                          STATION RECOVERY (2003)
 CP2306
 CP2306'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 CP2306'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1299 ***********************************************************************
 CQ1299  DESIGNATION -  R 37
 CQ1299  PID         -  CQ1299
 CQ1299  STATE/COUNTY-  LA/WEBSTER
 CQ1299  USGS QUAD   -  CULLEN (1981)
 CQ1299
 CQ1299                         *CURRENT SURVEY CONTROL
 CQ1299  ___________________________________________________________________
 CQ1299* NAD 83(1986)-  32 53 58.     (N)    093 28 19.     (W)     SCALED    
 CQ1299* NAVD 88     -        70.250  (meters)     230.48   (feet)  ADJUSTED  
 CQ1299  ___________________________________________________________________
 CQ1299  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1299  DYNAMIC HT  -          70.173 (meters)     230.23  (feet)  COMP
 CQ1299  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 CQ1299
 CQ1299  VERT ORDER  -  SECOND    CLASS 0
 CQ1299
 CQ1299.The horizontal coordinates were scaled from a topographic map and have
 CQ1299.an estimated accuracy of +/- 6 seconds.
 CQ1299
 CQ1299.The orthometric height was determined by differential leveling
 CQ1299.and adjusted by the National Geodetic Survey in June 1991..
 CQ1299
 CQ1299.The geoid height was determined by GEOID03.
 CQ1299
 CQ1299.The dynamic height is computed by dividing the NAVD 88
 CQ1299.geopotential number by the normal gravity value computed on the
 CQ1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1299.degrees latitude (g = 980.6199 gals.).
 CQ1299
 CQ1299.The modeled gravity was interpolated from observed gravity values.
 CQ1299
 CQ1299;                    North         East    Units  Estimated Accuracy
 CQ1299;SPC LA N     -   266,460.      909,060.      MT  (+/- 180 meters Scaled)
 CQ1299
 CQ1299                          SUPERSEDED SURVEY CONTROL
 CQ1299
 CQ1299  NGVD 29 (??/??/??)   70.315  (m)          230.69   (f) ADJUSTED    2 0
 CQ1299
 CQ1299.Superseded values are not recommended for survey control.
 CQ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1299.See file dsdata.txt to determine how the superseded data were derived.
 CQ1299
 CQ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS558402(NAD 83)
 CQ1299_MARKER: DB = BENCH MARK DISK
 CQ1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1299_STAMPING: R 37 1934
 CQ1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1299+STABILITY: SURFACE MOTION
 CQ1299
 CQ1299  HISTORY     - Date     Condition        Report By
 CQ1299  HISTORY     - 1934     MONUMENTED       CGS
 CQ1299  HISTORY     - 1956     MARK NOT FOUND   CGS
 CQ1299  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1299
 CQ1299                          STATION DESCRIPTION
 CQ1299
 CQ1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ1299'1.5 MI W FROM SAREPTA.
 CQ1299'1.5 MILES WEST ALONG STATE HIGHWAY 70 FROM SAREPTA, WEBSTER PARISH,
 CQ1299'ABOUT 50 YARDS EAST OF THE R. C. COX FARMHOUSE, ABOUT 14 YARDS SOUTH
 CQ1299'OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTHWEST OF A FENCE
 CQ1299'CORNER.  A STANDARD DISK, STAMPED R 37 1934 AND SET IN THE TOP OF A
 CQ1299'CONCRETE POST.
 CQ1299
 CQ1299                          STATION RECOVERY (2002)
 CQ1299
 CQ1299'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2405 ***********************************************************************
 BK2405  DESIGNATION -  R 378
 BK2405  PID         -  BK2405
 BK2405  STATE/COUNTY-  LA/ST LANDRY
 BK2405  USGS QUAD   -  OPELOUSAS (1992)
 BK2405
 BK2405                         *CURRENT SURVEY CONTROL
 BK2405  ___________________________________________________________________
 BK2405* NAD 83(1986)-  30 31 55.     (N)    092 03 53.     (W)     SCALED    
 BK2405* NAVD 88     -        18.747  (meters)      61.51   (feet)  ADJUSTED  
 BK2405  ___________________________________________________________________
 BK2405  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2405  DYNAMIC HT  -          18.722 (meters)      61.42  (feet)  COMP
 BK2405  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 BK2405
 BK2405  VERT ORDER  -  FIRST     CLASS II
 BK2405
 BK2405.The horizontal coordinates were scaled from a topographic map and have
 BK2405.an estimated accuracy of +/- 6 seconds.
 BK2405
 BK2405.The orthometric height was determined by differential leveling
 BK2405.and adjusted by the National Geodetic Survey in February 1994..
 BK2405
 BK2405.The geoid height was determined by GEOID03.
 BK2405
 BK2405.The dynamic height is computed by dividing the NAVD 88
 BK2405.geopotential number by the normal gravity value computed on the
 BK2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2405.degrees latitude (g = 980.6199 gals.).
 BK2405
 BK2405.The modeled gravity was interpolated from observed gravity values.
 BK2405
 BK2405;                    North         East    Units  Estimated Accuracy
 BK2405;SPC LA S     -   225,460.      929,810.      MT  (+/- 180 meters Scaled)
 BK2405
 BK2405                          SUPERSEDED SURVEY CONTROL
 BK2405
 BK2405.No superseded survey control is available for this station.
 BK2405
 BK2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP897781(NAD 83)
 BK2405_MARKER: I = METAL ROD
 BK2405_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2405_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK2405_STAMPING: R 378 1986
 BK2405_MARK LOGO: NGS   
 BK2405_PROJECTION: FLUSH
 BK2405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2405+STABILITY: POSITION/ELEVATION WELL
 BK2405_ROD/PIPE-DEPTH: 14.6 meters
 BK2405_SLEEVE-DEPTH  : 9.1 meters
 BK2405
 BK2405  HISTORY     - Date     Condition        Report By
 BK2405  HISTORY     - 1986     MONUMENTED       NGS
 BK2405
 BK2405                          STATION DESCRIPTION
 BK2405
 BK2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2405'1.6 KM (1.0 MI) EAST FROM OPELOUSAS.
 BK2405'1.6 KM (1.0 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE IN
 BK2405'OPELOUSAS TO THE MARK ON THE LEFT AND IN THE MEDIAN OF THE HIGHWAY
 BK2405'EAST OF THE I-49 NORTH BOUND OVERPASS.  IT IS 9.51 METERS (31.2 FT)
 BK2405'NORTH-NORTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 BK2405'HIGHWAY, 38.10 METERS (125.0 FT) NORTHEAST OF THE EAST I-49 NORTH
 BK2405'BOUND BRIDGE PIER AND 9.60 METERS (31.5 FT) SOUTH-SOUTHEAST OF THE
 BK2405'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO
 BK2405'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BK2405'THE MARK IS 3.15 METERS  NE FROM  A WITNESS POST
 BK2405'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1601 ***********************************************************************
 CQ1601  DESIGNATION -  R 38
 CQ1601  PID         -  CQ1601
 CQ1601  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1601  USGS QUAD   -  CHESTNUT (1986)
 CQ1601
 CQ1601                         *CURRENT SURVEY CONTROL
 CQ1601  ___________________________________________________________________
 CQ1601* NAD 83(1986)-  32 05 53.     (N)    093 03 15.     (W)     SCALED    
 CQ1601* NAVD 88     -        63.40   (+/-2cm)     208.0    (feet)  VERTCON   
 CQ1601  ___________________________________________________________________
 CQ1601  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1601
 CQ1601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1601
 CQ1601.The horizontal coordinates were scaled from a topographic map and have
 CQ1601.an estimated accuracy of +/- 6 seconds.
 CQ1601
 CQ1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1601.The vertical order pertains to the NGVD 29 superseded value.
 CQ1601
 CQ1601.The geoid height was determined by GEOID03.
 CQ1601
 CQ1601;                    North         East    Units  Estimated Accuracy
 CQ1601;SPC LA N     -   177,320.      947,700.      MT  (+/- 180 meters Scaled)
 CQ1601
 CQ1601                          SUPERSEDED SURVEY CONTROL
 CQ1601
 CQ1601  NGVD 29 (??/??/??)   63.449  (m)          208.17   (f) ADJUSTED    2 0
 CQ1601
 CQ1601.Superseded values are not recommended for survey control.
 CQ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1601.See file dsdata.txt to determine how the superseded data were derived.
 CQ1601
 CQ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR948513(NAD 83)
 CQ1601_MARKER: DB = BENCH MARK DISK
 CQ1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1601_STAMPING: R 38 1934
 CQ1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1601+STABILITY: SURFACE MOTION
 CQ1601
 CQ1601  HISTORY     - Date     Condition        Report By
 CQ1601  HISTORY     - 1934     MONUMENTED       CGS
 CQ1601  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1601  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1601
 CQ1601                          STATION DESCRIPTION
 CQ1601
 CQ1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1601'3.9 MI N FROM CHESTNUT.
 CQ1601'ABOUT 3.9 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ1601'FROM THE STATION AT CHESTNUT, NATCHITOCHES PARISH, AT SKIDDER, ABOUT
 CQ1601'375 YARDS SOUTHEAST OF MILEPOST 118, ABOUT 500 YARDS SOUTHEAST OF A
 CQ1601'WATER TANK, AT A ROAD CROSSING, 51 FEET NORTHEAST OF THE TRACK, AND 15
 CQ1601'FEET NORTHEAST OF A STOP SIGN.  A STANDARD DISK, STAMPED R 38 1934 AND
 CQ1601'SET IN THE TOP OF A CONCRETE POST.
 CQ1601
 CQ1601                          STATION RECOVERY (1957)
 CQ1601
 CQ1601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1601'MARK NOT FOUND.
 CQ1601
 CQ1601                          STATION RECOVERY (1982)
 CQ1601
 CQ1601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2458 ***********************************************************************
 BK2458  DESIGNATION -  R 380
 BK2458  PID         -  BK2458
 BK2458  STATE/COUNTY-  LA/CALCASIEU
 BK2458  USGS QUAD   -  DE QUINCY (1994)
 BK2458
 BK2458                         *CURRENT SURVEY CONTROL
 BK2458  ___________________________________________________________________
 BK2458* NAD 83(1986)-  30 26 43.     (N)    093 25 37.     (W)     SCALED    
 BK2458* NAVD 88     -        20.087  (meters)      65.90   (feet)  ADJUSTED  
 BK2458  ___________________________________________________________________
 BK2458  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2458  DYNAMIC HT  -          20.061 (meters)      65.82  (feet)  COMP
 BK2458  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 BK2458
 BK2458  VERT ORDER  -  FIRST     CLASS II
 BK2458
 BK2458.The horizontal coordinates were scaled from a topographic map and have
 BK2458.an estimated accuracy of +/- 6 seconds.
 BK2458
 BK2458.The orthometric height was determined by differential leveling
 BK2458.and adjusted by the National Geodetic Survey in February 1994..
 BK2458
 BK2458.The geoid height was determined by GEOID03.
 BK2458
 BK2458.The dynamic height is computed by dividing the NAVD 88
 BK2458.geopotential number by the normal gravity value computed on the
 BK2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2458.degrees latitude (g = 980.6199 gals.).
 BK2458
 BK2458.The modeled gravity was interpolated from observed gravity values.
 BK2458
 BK2458;                    North         East    Units  Estimated Accuracy
 BK2458;SPC LA S     -   217,460.      798,920.      MT  (+/- 180 meters Scaled)
 BK2458
 BK2458                          SUPERSEDED SURVEY CONTROL
 BK2458
 BK2458.No superseded survey control is available for this station.
 BK2458
 BK2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP590682(NAD 83)
 BK2458_MARKER: I = METAL ROD
 BK2458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2458_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK2458_STAMPING: R 380 1986
 BK2458_MARK LOGO: NGS   
 BK2458_PROJECTION: FLUSH
 BK2458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2458+STABILITY: POSITION/ELEVATION WELL
 BK2458_ROD/PIPE-DEPTH: 14.6 meters
 BK2458_SLEEVE-DEPTH  : 6.1 meters
 BK2458
 BK2458  HISTORY     - Date     Condition        Report By
 BK2458  HISTORY     - 1986     MONUMENTED       NGS
 BK2458  HISTORY     - 19961101 GOOD             USPSQD
 BK2458  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2458
 BK2458                          STATION DESCRIPTION
 BK2458
 BK2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2458'0.6 KM (0.4 MI) SOUTH FROM DE QUINCY.
 BK2458'0.6 KM (0.4 MILES) SOUTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF
 BK2458'STATE HIGHWAY 12 IM DE QUINCY TO THE MARK ON THE LEFT ON THE SOUTH
 BK2458'SIDE OF A FLAGPOLE AT DE QUINCY MIDDLE SCHOOL.  IT IS 20.66 METERS
 BK2458'(67.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 19.72 METERS (64.7
 BK2458'FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 10.64
 BK2458'METERS (34.9 FT) WEST OF THE WEST FACE OF THE SCHOOL BUILDING AND 2.86
 BK2458'METERS (9.4 FT) SOUTH OF THE FLAGPOLE.  NOTE--ACCESS TO DATUM POINT IS
 BK2458'HAD THROUGH A 5-INCH LOGO CAP.
 BK2458'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2458
 BK2458                          STATION RECOVERY (1996)
 BK2458
 BK2458'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2458'RECOVERED IN GOOD CONDITION.
 BK2458
 BK2458                          STATION RECOVERY (2002)
 BK2458
 BK2458'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3729 ***********************************************************************
 BJ3729  DESIGNATION -  R 381
 BJ3729  PID         -  BJ3729
 BJ3729  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3729  USGS QUAD   -  PONCHATOULA (1994)
 BJ3729
 BJ3729                         *CURRENT SURVEY CONTROL
 BJ3729  ___________________________________________________________________
 BJ3729* NAD 83(1986)-  30 26 19.     (N)    090 27 23.     (W)     SCALED    
 BJ3729* NAVD 88     -         5.902  (meters)      19.36   (feet)  ADJUSTED  
 BJ3729  ___________________________________________________________________
 BJ3729  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ3729  DYNAMIC HT  -           5.895 (meters)      19.34  (feet)  COMP
 BJ3729  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ3729
 BJ3729  VERT ORDER  -  FIRST     CLASS II
 BJ3729
 BJ3729.The horizontal coordinates were scaled from a topographic map and have
 BJ3729.an estimated accuracy of +/- 6 seconds.
 BJ3729
 BJ3729.The orthometric height was determined by differential leveling
 BJ3729.and adjusted by the National Geodetic Survey in February 1994..
 BJ3729
 BJ3729.The geoid height was determined by GEOID03.
 BJ3729
 BJ3729.The dynamic height is computed by dividing the NAVD 88
 BJ3729.geopotential number by the normal gravity value computed on the
 BJ3729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3729.degrees latitude (g = 980.6199 gals.).
 BJ3729
 BJ3729.The modeled gravity was interpolated from observed gravity values.
 BJ3729
 BJ3729;                    North         East    Units  Estimated Accuracy
 BJ3729;SPC LA S     -   215,210.    1,084,230.      MT  (+/- 180 meters Scaled)
 BJ3729
 BJ3729                          SUPERSEDED SURVEY CONTROL
 BJ3729
 BJ3729.No superseded survey control is available for this station.
 BJ3729
 BJ3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP442701(NAD 83)
 BJ3729_MARKER: I = METAL ROD
 BJ3729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3729_SP_SET: STAINLESS STEEL ROD
 BJ3729_STAMPING: R 381 1986
 BJ3729_MARK LOGO: NGS   
 BJ3729_PROJECTION: FLUSH
 BJ3729_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ3729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3729+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ3729_ROD/PIPE-DEPTH: 8.5  meters
 BJ3729
 BJ3729  HISTORY     - Date     Condition        Report By
 BJ3729  HISTORY     - 1986     MONUMENTED       NGS
 BJ3729  HISTORY     - 19920617 GOOD             NGS
 BJ3729
 BJ3729                          STATION DESCRIPTION
 BJ3729
 BJ3729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3729'1.5 KM (0.95 MI) SW FROM PONCHATOULA.
 BJ3729'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3729'1.5 KM (0.95 MI) SOUTHWEST ALONG U.S. HIGHWAY BUSINESS 51 AND STATE
 BJ3729'HIGHWAY 22 FROM THE JUNCTION OF U.S. HIGHWAY BUSINESS 51 SOUTH AND
 BJ3729'STATE HIGHWAY 22 IN PONCHATOULA TO THE JUNCTION OF U.S. HIGHWAY
 BJ3729'BUSINESS 51 NORTH AND THE MARK ON THE LEFT IN THE NORTHWEST ANGLE OF
 BJ3729'THE JUNCTION AND NEAR THE CONCRETE FOUNDATION OF A SIGN FOR AMOCO AND
 BJ3729'A TIME SAVER CONVENIENCE STORE.  IT IS 14.93 METERS (49.0 FT) WEST OF
 BJ3729'THE CENTERLINE OF U.S. HIGHWAY BUSINESS 51 NORTH, 9.33 METERS (30.6
 BJ3729'FT) SOUTH-SOUTHWEST OF A FIRE HYDRANT AND 1.64 METERS (5.4 FT)
 BJ3729'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR THE
 BJ3729'ABOVE MENTIONED SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 BJ3729'5-INCH LOGO CAP.
 BJ3729
 BJ3729                          STATION RECOVERY (1992)
 BJ3729
 BJ3729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ3729'1.5 KM (0.95 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF
 BJ3729'THE ILLINOIS CENTRAL RAILROAD IN PONCHATOULA, 36.9 M (121.1 FT) NORTH
 BJ3729'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 33.4 M
 BJ3729'(109.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD TIME SAVER
 BJ3729'CONVENIENCE STORE, 14.9 M (48.9 FT) WEST OF THE CENTERLINE OF U.S.
 BJ3729'HIGHWAY 51 BUSINESS, 9.3 M (30.5 FT) SOUTH-SOUTHWEST OF A FIRE
 BJ3729'HYDRANT, 2.0 M (6.6 FT) SOUTH OF THE NORTHWEST FACE THE MOST
 BJ3729'SOUTHEASTERLY OF 3 FOOTINGS FOR A SIGN (SIGN REMOVED), 1.6 M
 BJ3729'(5.2 FT) WEST OF THE SOUTHWEST CORNER OF THE FOOTING, AND 0.3 M
 BJ3729'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 BJ3729'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1641 ***********************************************************************
 CQ1641  DESIGNATION -  R 39
 CQ1641  PID         -  CQ1641
 CQ1641  STATE/COUNTY-  LA/DE SOTO
 CQ1641  USGS QUAD   -  MANSFIELD (1994)
 CQ1641
 CQ1641                         *CURRENT SURVEY CONTROL
 CQ1641  ___________________________________________________________________
 CQ1641* NAD 83(1986)-  32 03 03.     (N)    093 38 08.     (W)     SCALED    
 CQ1641* NAVD 88     -        83.36   (+/-2cm)     273.5    (feet)  VERTCON   
 CQ1641  ___________________________________________________________________
 CQ1641  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1641
 CQ1641  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1641
 CQ1641.The horizontal coordinates were scaled from a topographic map and have
 CQ1641.an estimated accuracy of +/- 6 seconds.
 CQ1641
 CQ1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1641.The vertical order pertains to the NGVD 29 superseded value.
 CQ1641
 CQ1641.The geoid height was determined by GEOID03.
 CQ1641
 CQ1641;                    North         East    Units  Estimated Accuracy
 CQ1641;SPC LA N     -   172,510.      892,770.      MT  (+/- 180 meters Scaled)
 CQ1641
 CQ1641                          SUPERSEDED SURVEY CONTROL
 CQ1641
 CQ1641  NGVD 29 (??/??/??)   83.423  (m)          273.70   (f) ADJUSTED    1 2
 CQ1641
 CQ1641.Superseded values are not recommended for survey control.
 CQ1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1641.See file dsdata.txt to determine how the superseded data were derived.
 CQ1641
 CQ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR400462(NAD 83)
 CQ1641_MARKER: DB = BENCH MARK DISK
 CQ1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1641_STAMPING: R 39 1934
 CQ1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1641+STABILITY: SURFACE MOTION
 CQ1641
 CQ1641  HISTORY     - Date     Condition        Report By
 CQ1641  HISTORY     - 1934     MONUMENTED       CGS
 CQ1641  HISTORY     - 1952     POOR             CGS
 CQ1641  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1641  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1641
 CQ1641                          STATION DESCRIPTION
 CQ1641
 CQ1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1641'4.1 MI E FROM MANSFIELD.
 CQ1641'4.1 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN
 CQ1641'RAILWAY STATION AT MANSFIELD, DE SOTO PARISH, 151 FEET NORTH OF THE J.
 CQ1641'R. HAMILTON FARMHOUSE, 91 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CQ1641'AND 70 FEET SOUTHWEST OF A CHURCH.  A STANDARD DISK, STAMPED R 39 1934
 CQ1641'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST LEANING.
 CQ1641
 CQ1641                          STATION RECOVERY (1974)
 CQ1641
 CQ1641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1641'MARK NOT FOUND.
 CQ1641
 CQ1641                          STATION RECOVERY (1996)
 CQ1641
 CQ1641'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1593 ***********************************************************************
 CQ1593  DESIGNATION -  R 40
 CQ1593  PID         -  CQ1593
 CQ1593  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1593  USGS QUAD   -  CHESTNUT (1986)
 CQ1593
 CQ1593                         *CURRENT SURVEY CONTROL
 CQ1593  ___________________________________________________________________
 CQ1593* NAD 83(1986)-  32 03 55.     (N)    093 05 54.     (W)     SCALED    
 CQ1593* NAVD 88     -        52.94   (+/-2cm)     173.7    (feet)  VERTCON   
 CQ1593  ___________________________________________________________________
 CQ1593  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1593
 CQ1593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1593
 CQ1593.The horizontal coordinates were scaled from a topographic map and have
 CQ1593.an estimated accuracy of +/- 6 seconds.
 CQ1593
 CQ1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1593.The vertical order pertains to the NGVD 29 superseded value.
 CQ1593
 CQ1593.The geoid height was determined by GEOID03.
 CQ1593
 CQ1593;                    North         East    Units  Estimated Accuracy
 CQ1593;SPC LA N     -   173,710.      943,510.      MT  (+/- 180 meters Scaled)
 CQ1593
 CQ1593                          SUPERSEDED SURVEY CONTROL
 CQ1593
 CQ1593  NGVD 29 (??/??/??)   52.992  (m)          173.86   (f) ADJUSTED    2 0
 CQ1593
 CQ1593.Superseded values are not recommended for survey control.
 CQ1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1593.See file dsdata.txt to determine how the superseded data were derived.
 CQ1593
 CQ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR907476(NAD 83)
 CQ1593_MARKER: DB = BENCH MARK DISK
 CQ1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1593_STAMPING: R 40 1934
 CQ1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1593+STABILITY: SURFACE MOTION
 CQ1593
 CQ1593  HISTORY     - Date     Condition        Report By
 CQ1593  HISTORY     - 1934     MONUMENTED       CGS
 CQ1593  HISTORY     - 1938     GOOD             LOCSUR
 CQ1593  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1593
 CQ1593                          STATION DESCRIPTION
 CQ1593
 CQ1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1593'6.3 MI NW FROM CHESTNUT.
 CQ1593'6.3 MI NW OF L AND A STATION ALONG ST HWY 9 FROM CHESTNUT ABOUT 5.6
 CQ1593'MILES SOUTH ALONG STATE HIGHWAY 304 FROM THE LOUISIANA AND ARKANSAS
 CQ1593'RAILWAY STATION AT ASHLAND, NATCHITOCHES PARISH, AT THE MIDDLE OF A
 CQ1593'CURVE, MIDWAY OF A LONG HILL, 53 FEET EAST OF THE HIGHWAY, AND AT THE
 CQ1593'EDGE OF A PINE FOREST.  A STANDARD DISK, STAMPED R 40 1934 AND SET IN
 CQ1593'THE TOP OF A CONCRETE POST.
 CQ1593
 CQ1593                          STATION RECOVERY (1938)
 CQ1593
 CQ1593'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 CQ1593'RECOVERED IN GOOD CONDITION.
 CQ1593
 CQ1593                          STATION RECOVERY (1982)
 CQ1593
 CQ1593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0180 ***********************************************************************
 BX0180  DESIGNATION -  R 41
 BX0180  PID         -  BX0180
 BX0180  STATE/COUNTY-  LA/GRANT
 BX0180  USGS QUAD   -  GEORGETOWN (1984)
 BX0180
 BX0180                         *CURRENT SURVEY CONTROL
 BX0180  ___________________________________________________________________
 BX0180* NAD 83(1986)-  31 46 25.     (N)    092 25 22.     (W)     SCALED    
 BX0180* NAVD 88     -        29.20   (+/-2cm)      95.8    (feet)  VERTCON   
 BX0180  ___________________________________________________________________
 BX0180  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0180
 BX0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0180
 BX0180.The horizontal coordinates were scaled from a topographic map and have
 BX0180.an estimated accuracy of +/- 6 seconds.
 BX0180
 BX0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0180.The vertical order pertains to the NGVD 29 superseded value.
 BX0180
 BX0180.The geoid height was determined by GEOID03.
 BX0180
 BX0180;                    North         East    Units  Estimated Accuracy
 BX0180;SPC LA N     -   141,210.    1,007,310.      MT  (+/- 180 meters Scaled)
 BX0180
 BX0180                          SUPERSEDED SURVEY CONTROL
 BX0180
 BX0180  NGVD 29 (??/??/??)   29.206  (m)           95.82   (f) ADJUSTED    2 0
 BX0180
 BX0180.Superseded values are not recommended for survey control.
 BX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0180.See file dsdata.txt to determine how the superseded data were derived.
 BX0180
 BX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR546154(NAD 83)
 BX0180_MARKER: DB = BENCH MARK DISK
 BX0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0180_STAMPING: R 41 1935
 BX0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0180+STABILITY: SURFACE MOTION
 BX0180
 BX0180  HISTORY     - Date     Condition        Report By
 BX0180  HISTORY     - 1935     MONUMENTED       CGS
 BX0180
 BX0180                          STATION DESCRIPTION
 BX0180
 BX0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0180'2.4 MI W FROM GEORGETOWN.
 BX0180'2.4 MI W OF STATION ALONG THE L AND A R R 58 FEET S OF CENTER OF
 BX0180'TRACK.  30 FEET S OF MILEPOST 167. IN EDGE OF PINE TIMBER.  250 YARDS
 BX0180'E OF A RAILWAY WHISTLE BOARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1889 ***********************************************************************
 CQ1889  DESIGNATION -  R 42
 CQ1889  PID         -  CQ1889
 CQ1889  STATE/COUNTY-  LA/BOSSIER
 CQ1889  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1889
 CQ1889                         *CURRENT SURVEY CONTROL
 CQ1889  ___________________________________________________________________
 CQ1889* NAD 83(1986)-  32 52 37.     (N)    093 41 53.     (W)     SCALED    
 CQ1889* NAVD 88     -        77.717  (meters)     254.98   (feet)  ADJUSTED  
 CQ1889  ___________________________________________________________________
 CQ1889  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CQ1889  DYNAMIC HT  -          77.631 (meters)     254.69  (feet)  COMP
 CQ1889  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CQ1889
 CQ1889  VERT ORDER  -  FIRST     CLASS II
 CQ1889
 CQ1889.The horizontal coordinates were scaled from a topographic map and have
 CQ1889.an estimated accuracy of +/- 6 seconds.
 CQ1889
 CQ1889.The orthometric height was determined by differential leveling
 CQ1889.and adjusted by the National Geodetic Survey in June 1991..
 CQ1889
 CQ1889.The geoid height was determined by GEOID03.
 CQ1889
 CQ1889.The dynamic height is computed by dividing the NAVD 88
 CQ1889.geopotential number by the normal gravity value computed on the
 CQ1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1889.degrees latitude (g = 980.6199 gals.).
 CQ1889
 CQ1889.The modeled gravity was interpolated from observed gravity values.
 CQ1889
 CQ1889;                    North         East    Units  Estimated Accuracy
 CQ1889;SPC LA N     -   264,180.      887,880.      MT  (+/- 180 meters Scaled)
 CQ1889
 CQ1889                          SUPERSEDED SURVEY CONTROL
 CQ1889
 CQ1889  NGVD 29 (??/??/??)   77.789  (m)          255.21   (f) ADJUSTED    1 2
 CQ1889
 CQ1889.Superseded values are not recommended for survey control.
 CQ1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1889.See file dsdata.txt to determine how the superseded data were derived.
 CQ1889
 CQ1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS347378(NAD 83)
 CQ1889_MARKER: DB = BENCH MARK DISK
 CQ1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1889_STAMPING: R 42 1935
 CQ1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1889+STABILITY: SURFACE MOTION
 CQ1889
 CQ1889  HISTORY     - Date     Condition        Report By
 CQ1889  HISTORY     - 1935     MONUMENTED       CGS
 CQ1889  HISTORY     - 1969     GOOD             LADH
 CQ1889
 CQ1889                          STATION DESCRIPTION
 CQ1889
 CQ1889'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1889'2.05 MI S FROM PLAIN DEALING.
 CQ1889'2.05 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1889'PLAIN DEALING, 7 POLES SOUTH OF MILEPOST 424, 20 FEET WEST OF WEST
 CQ1889'RAIL, 31 FEET NORTHWEST OF CENTER OF ROAD CROSSING, 22 FEET NORTH OF
 CQ1889'CENTER LINE OF ROAD, 9 FEET EAST OF A TELEPHONE POLE, AT THE ROAD
 CQ1889'CROSSING AT THE OLD ABANDONED ANTRIM SIDING, 0.6 FEET NORTH OF A METAL
 CQ1889'WITNESS POST, ABOUT 2 FEET BELOW THE RAIL AND ROAD, SET IN THE TOP OF
 CQ1889'A CONCRETE POST PROJECTING 6 INCHES.  SEC 27, T 22N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1911 ***********************************************************************
 BK1911  DESIGNATION -  R 44
 BK1911  PID         -  BK1911
 BK1911  STATE/COUNTY-  LA/BEAUREGARD
 BK1911  USGS QUAD   -  MERRYVILLE NORTH (1984)
 BK1911
 BK1911                         *CURRENT SURVEY CONTROL
 BK1911  ___________________________________________________________________
 BK1911* NAD 83(1986)-  30 45 12.     (N)    093 32 35.     (W)     SCALED    
 BK1911* NAVD 88     -        24.91   (+/-2cm)      81.7    (feet)  VERTCON   
 BK1911  ___________________________________________________________________
 BK1911  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK1911
 BK1911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1911
 BK1911.The horizontal coordinates were scaled from a topographic map and have
 BK1911.an estimated accuracy of +/- 6 seconds.
 BK1911
 BK1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1911.The vertical order pertains to the NGVD 29 superseded value.
 BK1911
 BK1911.The geoid height was determined by GEOID03.
 BK1911
 BK1911;                    North         East    Units  Estimated Accuracy
 BK1911;SPC LA S     -   251,820.      788,430.      MT  (+/- 180 meters Scaled)
 BK1911
 BK1911                          SUPERSEDED SURVEY CONTROL
 BK1911
 BK1911  NGVD 29 (??/??/??)   24.975  (m)           81.94   (f) ADJUSTED    2 0
 BK1911
 BK1911.Superseded values are not recommended for survey control.
 BK1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1911.See file dsdata.txt to determine how the superseded data were derived.
 BK1911
 BK1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ480023(NAD 83)
 BK1911_MARKER: DB = BENCH MARK DISK
 BK1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1911_STAMPING: R 44 1935
 BK1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1911+STABILITY: SURFACE MOTION
 BK1911
 BK1911  HISTORY     - Date     Condition        Report By
 BK1911  HISTORY     - 1935     MONUMENTED       CGS
 BK1911  HISTORY     - 1958     MARK NOT FOUND   USGS
 BK1911  HISTORY     - 1978     GOOD             USGS
 BK1911
 BK1911                          STATION DESCRIPTION
 BK1911
 BK1911'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BK1911'IN MERRYVILLE.
 BK1911'AT MERRYVILLE, BEAUREGARD PARISH, ON THE GULF COLORADO AND SANTA FE
 BK1911'RAILWAY, 70 FEET WEST OF THE FIRST ROAD CROSSING WEST OF THE STATION,
 BK1911'OPPOSITE THE FIRST POLE EAST OF MILEPOST 22, AND 50 FEET SOUTH OF THE
 BK1911'CENTERLINE OF THE TRACK.  A STANDARD DISK, R 44 1935 AND SET IN THE
 BK1911'TOP OF A CONCRETE POST.
 BK1911
 BK1911                          STATION RECOVERY (1978)
 BK1911
 BK1911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1911'AT MERRYVILLE, BEAUREGARD PARISH, ON THE ATCHISON TOPEKA AND SANTA FE
 BK1911'RAILWAY, 96 FEET WEST OF THE FIRST ROAD CROSSING EAST OF MILE POST
 BK1911'22, AND 58 FEET SOUTH OF THE CENTERLINE OF THE TRACK. A STANDARD
 BK1911'DISK, R 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0538 ***********************************************************************
 CQ0538  DESIGNATION -  R 49
 CQ0538  PID         -  CQ0538
 CQ0538  STATE/COUNTY-  LA/JACKSON
 CQ0538  USGS QUAD   -  CHATHAM (1982)
 CQ0538
 CQ0538                         *CURRENT SURVEY CONTROL
 CQ0538  ___________________________________________________________________
 CQ0538* NAD 83(1986)-  32 21 44.     (N)    092 24 59.     (W)     SCALED    
 CQ0538* NAVD 88     -        52.42   (+/-2cm)     172.0    (feet)  VERTCON   
 CQ0538  ___________________________________________________________________
 CQ0538  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0538
 CQ0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0538
 CQ0538.The horizontal coordinates were scaled from a topographic map and have
 CQ0538.an estimated accuracy of +/- 6 seconds.
 CQ0538
 CQ0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0538.The vertical order pertains to the NGVD 29 superseded value.
 CQ0538
 CQ0538.The geoid height was determined by GEOID03.
 CQ0538
 CQ0538;                    North         East    Units  Estimated Accuracy
 CQ0538;SPC LA N     -   206,480.    1,007,870.      MT  (+/- 180 meters Scaled)
 CQ0538
 CQ0538                          SUPERSEDED SURVEY CONTROL
 CQ0538
 CQ0538  NGVD 29 (??/??/??)   52.463  (m)          172.12   (f) ADJUSTED    2 0
 CQ0538
 CQ0538.Superseded values are not recommended for survey control.
 CQ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0538.See file dsdata.txt to determine how the superseded data were derived.
 CQ0538
 CQ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR549807(NAD 83)
 CQ0538_MARKER: DB = BENCH MARK DISK
 CQ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0538_STAMPING: R 49 1935
 CQ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0538+STABILITY: SURFACE MOTION
 CQ0538
 CQ0538  HISTORY     - Date     Condition        Report By
 CQ0538  HISTORY     - 1935     MONUMENTED       CGS
 CQ0538  HISTORY     - 1950     GOOD             CGS
 CQ0538
 CQ0538                          STATION DESCRIPTION
 CQ0538
 CQ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0538'2.0 MI SE FROM EROS.
 CQ0538'2.0 MILES SOUTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 CQ0538'STATION AT EROS, ABOUT 0.15 MILE SOUTH OF A CURVE WITH TANGENTS
 CQ0538'LEADING SOUTH AND NORTHWEST, ON THE TOP OF A SMALL KNOLL, 44 FEET EAST
 CQ0538'OF THE THIRD POLE SOUTH OF MILEPOST NO. 12, 16 FEET EAST OF THE EAST
 CQ0538'RAIL OF THE TRACK, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 CQ0538'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0445 ***********************************************************************
 BJ0445  DESIGNATION -  R 53 GSU
 BJ0445  PID         -  BJ0445
 BJ0445  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0445  USGS QUAD   -  ELM PARK (1994)
 BJ0445
 BJ0445                         *CURRENT SURVEY CONTROL
 BJ0445  ___________________________________________________________________
 BJ0445* NAD 83(1986)-  30 45 15.     (N)    091 19 13.     (W)     SCALED    
 BJ0445* NAVD 88     -        42.058  (meters)     137.99   (feet)  ADJUSTED  
 BJ0445  ___________________________________________________________________
 BJ0445  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0445  DYNAMIC HT  -          42.004 (meters)     137.81  (feet)  COMP
 BJ0445  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BJ0445
 BJ0445  VERT ORDER  -  FIRST     CLASS I
 BJ0445
 BJ0445.The horizontal coordinates were scaled from a topographic map and have
 BJ0445.an estimated accuracy of +/- 6 seconds.
 BJ0445
 BJ0445.The orthometric height was determined by differential leveling
 BJ0445.and adjusted by the National Geodetic Survey in February 1994..
 BJ0445
 BJ0445.The geoid height was determined by GEOID03.
 BJ0445
 BJ0445.The dynamic height is computed by dividing the NAVD 88
 BJ0445.geopotential number by the normal gravity value computed on the
 BJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0445.degrees latitude (g = 980.6199 gals.).
 BJ0445
 BJ0445.The modeled gravity was interpolated from observed gravity values.
 BJ0445
 BJ0445;                    North         East    Units  Estimated Accuracy
 BJ0445;SPC LA S     -   249,870.    1,001,250.      MT  (+/- 180 meters Scaled)
 BJ0445
 BJ0445                          SUPERSEDED SURVEY CONTROL
 BJ0445
 BJ0445  NGVD 29 (??/??/??)   42.044  (m)          137.94   (f) ADJUSTED    1 1
 BJ0445
 BJ0445.Superseded values are not recommended for survey control.
 BJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0445.See file dsdata.txt to determine how the superseded data were derived.
 BJ0445
 BJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ607035(NAD 83)
 BJ0445_MARKER: DB = BENCH MARK DISK
 BJ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0445_SP_SET: CONCRETE POST
 BJ0445_STAMPING: GSU R 53
 BJ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0445+STABILITY: SURFACE MOTION
 BJ0445
 BJ0445  HISTORY     - Date     Condition        Report By
 BJ0445  HISTORY     - 1976     MONUMENTED       LOCENG
 BJ0445
 BJ0445                          STATION DESCRIPTION
 BJ0445
 BJ0445'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BJ0445'4.0 MI EAST FROM ST FRANCISVILLE.
 BJ0445'4.0 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0445'HIGHWAY 10, THENCE 0.8 MILE SOUTH ALONG POWELL STATION ROAD
 BJ0445'(STATE HIGHWAY 965). AT THE STARHILL BAPTIST CHURCH, 73.1 FT EAST-
 BJ0445'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK CHURCH BUILDING, 57.5
 BJ0445'FT NORTH OF A POWER LINE POLE WITH A LIGHT AND A TRANSFORMER, 75.5
 BJ0445'FT NORTH END OF A GATE, 19.5 FT WEST OF THE CENTERLINE OF THE ROAD,
 BJ0445'9.3 FT NORTH OF B.M. M 295 1976, 5 FT SOUTH OF A FORKED TREE, 4.5
 BJ0445'FT NORTH OF A FENCE JUNCTION, 1 FT EAST OF A FENCE. A DISK SET IN
 BJ0445'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1104 ***********************************************************************
 CQ1104  DESIGNATION -  R 57
 CQ1104  PID         -  CQ1104
 CQ1104  STATE/COUNTY-  LA/LINCOLN
 CQ1104  USGS QUAD   -  DUBACH (1985)
 CQ1104
 CQ1104                         *CURRENT SURVEY CONTROL
 CQ1104  ___________________________________________________________________
 CQ1104* NAD 83(1986)-  32 40 08.     (N)    092 40 56.     (W)     SCALED    
 CQ1104* NAVD 88     -        50.098  (meters)     164.36   (feet)  ADJUSTED  
 CQ1104  ___________________________________________________________________
 CQ1104  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1104  DYNAMIC HT  -          50.043 (meters)     164.18  (feet)  COMP
 CQ1104  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CQ1104
 CQ1104  VERT ORDER  -  SECOND    CLASS 0
 CQ1104
 CQ1104.The horizontal coordinates were scaled from a topographic map and have
 CQ1104.an estimated accuracy of +/- 6 seconds.
 CQ1104
 CQ1104.The orthometric height was determined by differential leveling
 CQ1104.and adjusted by the National Geodetic Survey in June 1991..
 CQ1104
 CQ1104.The geoid height was determined by GEOID03.
 CQ1104
 CQ1104.The dynamic height is computed by dividing the NAVD 88
 CQ1104.geopotential number by the normal gravity value computed on the
 CQ1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1104.degrees latitude (g = 980.6199 gals.).
 CQ1104
 CQ1104.The modeled gravity was interpolated from observed gravity values.
 CQ1104
 CQ1104;                    North         East    Units  Estimated Accuracy
 CQ1104;SPC LA N     -   240,500.      982,910.      MT  (+/- 180 meters Scaled)
 CQ1104
 CQ1104                          SUPERSEDED SURVEY CONTROL
 CQ1104
 CQ1104  NGVD 29 (??/??/??)   50.176  (m)          164.62   (f) ADJUSTED    2 0
 CQ1104
 CQ1104.Superseded values are not recommended for survey control.
 CQ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1104.See file dsdata.txt to determine how the superseded data were derived.
 CQ1104
 CQ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS297146(NAD 83)
 CQ1104_MARKER: DB = BENCH MARK DISK
 CQ1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1104_STAMPING: R57 1934
 CQ1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1104+STABILITY: SURFACE MOTION
 CQ1104
 CQ1104  HISTORY     - Date     Condition        Report By
 CQ1104  HISTORY     - 1934     MONUMENTED       CGS
 CQ1104  HISTORY     - 1968     GOOD             LADH
 CQ1104
 CQ1104                          STATION DESCRIPTION
 CQ1104
 CQ1104'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1104'11.5 MI N FROM RUSTON.
 CQ1104'LOCATED 9.0 MILES NORTH ALONG U. S. HIGHWAY 167 FROM THE LINCOLN
 CQ1104'PARISH COURTHOUSE IN RUSTON, THENCE WEST ALONG STATE HIGHWAY LA. 822
 CQ1104'FOR 2.0 MILES, THENCE NORTH ALONG LINCOLN PARISH ROAD NO. 681 FOR 0.9
 CQ1104'MILE, THENCE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 CQ1104'FOR 0.5 MILE TO THE MARK ON THE RIGHT IN SECTION 33, T20N, R3W. IT IS
 CQ1104'72 FEET EAST OF THE CENTERLINE OF THE RAILROAD, 95 FEET SOUTHEAST OF
 CQ1104'THE RAILROAD AT A WOODS ROAD CROSSING, 42 FEET SOUTH OF THE CENTERLINE
 CQ1104'OF THE WOODS ROAD, 81 FEET SOUTHEAST OF A RAILROAD CATTLE GUARD, 1 1/2
 CQ1104'FEET WEST OF A FENCE AND 1 1/2 FEET WEST OF A STEEL WITNESS POST. IT
 CQ1104'IS A C AND GS B. M. DISK STAMPED R57 1934 AND SET IN THE TOP OF A
 CQ1104'CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0228 ***********************************************************************
 CQ0228  DESIGNATION -  R 58
 CQ0228  PID         -  CQ0228
 CQ0228  STATE/COUNTY-  LA/UNION
 CQ0228  USGS QUAD   -  MARION WEST (1988)
 CQ0228
 CQ0228                         *CURRENT SURVEY CONTROL
 CQ0228  ___________________________________________________________________
 CQ0228* NAD 83(1986)-  32 55 58.     (N)    092 15 10.     (W)     SCALED    
 CQ0228* NAVD 88     -        48.08   (+/-2cm)     157.7    (feet)  VERTCON   
 CQ0228  ___________________________________________________________________
 CQ0228  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ0228
 CQ0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0228
 CQ0228.The horizontal coordinates were scaled from a topographic map and have
 CQ0228.an estimated accuracy of +/- 6 seconds.
 CQ0228
 CQ0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0228.The vertical order pertains to the NGVD 29 superseded value.
 CQ0228
 CQ0228.The geoid height was determined by GEOID03.
 CQ0228
 CQ0228;                    North         East    Units  Estimated Accuracy
 CQ0228;SPC LA N     -   269,780.    1,023,120.      MT  (+/- 180 meters Scaled)
 CQ0228
 CQ0228                          SUPERSEDED SURVEY CONTROL
 CQ0228
 CQ0228  NGVD 29 (??/??/??)   48.164  (m)          158.02   (f) ADJUSTED    2 0
 CQ0228
 CQ0228.Superseded values are not recommended for survey control.
 CQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0228.See file dsdata.txt to determine how the superseded data were derived.
 CQ0228
 CQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS698440(NAD 83)
 CQ0228_MARKER: DB = BENCH MARK DISK
 CQ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0228_STAMPING: R 58 1934
 CQ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0228+STABILITY: SURFACE MOTION
 CQ0228
 CQ0228  HISTORY     - Date     Condition        Report By
 CQ0228  HISTORY     - 1934     MONUMENTED       CGS
 CQ0228  HISTORY     - 1952     MARK NOT FOUND   CGS
 CQ0228
 CQ0228                          STATION DESCRIPTION
 CQ0228
 CQ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ0228'2.4 MI NE FROM MARION.
 CQ0228'2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0228'STATION AT MARION, UNION PARISH, AT A DIRT ROAD CROSSING, 40 FEET
 CQ0228'SOUTH OF THE CENTERLINE OF THE ROAD, AND 28 FEET WEST OF THE
 CQ0228'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED R 58 1934 AND SET
 CQ0228'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0682 ***********************************************************************
 BX0682  DESIGNATION -  R 59
 BX0682  PID         -  BX0682
 BX0682  STATE/COUNTY-  LA/RAPIDES
 BX0682  USGS QUAD   -  BALL (1993)
 BX0682
 BX0682                         *CURRENT SURVEY CONTROL
 BX0682  ___________________________________________________________________
 BX0682* NAD 83(1986)-  31 23 02.     (N)    092 25 39.     (W)     SCALED    
 BX0682* NAVD 88     -        46.06   (+/-2cm)     151.1    (feet)  VERTCON   
 BX0682  ___________________________________________________________________
 BX0682  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BX0682
 BX0682  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0682
 BX0682.The horizontal coordinates were scaled from a topographic map and have
 BX0682.an estimated accuracy of +/- 6 seconds.
 BX0682
 BX0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0682.The vertical order pertains to the NGVD 29 superseded value.
 BX0682
 BX0682.The geoid height was determined by GEOID03.
 BX0682
 BX0682;                    North         East    Units  Estimated Accuracy
 BX0682;SPC LA N     -    98,000.    1,006,900.      MT  (+/- 180 meters Scaled)
 BX0682
 BX0682                          SUPERSEDED SURVEY CONTROL
 BX0682
 BX0682  NGVD 29 (??/??/??)   46.051  (m)          151.09   (f) ADJUSTED    1 2
 BX0682
 BX0682.Superseded values are not recommended for survey control.
 BX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0682.See file dsdata.txt to determine how the superseded data were derived.
 BX0682
 BX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ544722(NAD 83)
 BX0682_MARKER: DB = BENCH MARK DISK
 BX0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0682_STAMPING: R 59 1935
 BX0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0682+STABILITY: SURFACE MOTION
 BX0682
 BX0682  HISTORY     - Date     Condition        Report By
 BX0682  HISTORY     - 1935     MONUMENTED       CGS
 BX0682  HISTORY     - 1966     GOOD             CGS
 BX0682  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0682
 BX0682                          STATION DESCRIPTION
 BX0682
 BX0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0682'IN TIOGA.
 BX0682'AT TIOGA, ABOUT 0.2 MILE SOUTH OF THE HIGH SCHOOL AT TIOGA, 10 1/2
 BX0682'RAILS NORTH OF THE MISSOURI PACIFIC RAILROAD STATION, 189 FEET NORTH
 BX0682'OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 623, 42 FEET EAST OF
 BX0682'THE EAST RAIL OF THE MAIN TRACK, 37 1/2 FEET EAST OF THE EAST RAIL OF
 BX0682'THE EAST TRACK, 82 FEET WEST OF THE CENTER LINE OF A PAVED ROAD
 BX0682'LEADING TO THE HIGH SCHOOL, 100 FEET SOUTH OF A LONE 18-INCH OAK TREE,
 BX0682'77 FEET SOUTHEAST OF A SWITCH STAND, 14 1/2 FEET NORTHEAST OF THE
 BX0682'NORTHEAST CORNER OF A TOOL HOUSE, 0.6 FOOT NORTHEAST OF A METAL
 BX0682'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 BX0682'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BX0682
 BX0682                          STATION RECOVERY (1999)
 BX0682
 BX0682'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0252 ***********************************************************************
 BK0252  DESIGNATION -  R 60
 BK0252  PID         -  BK0252
 BK0252  STATE/COUNTY-  LA/ACADIA
 BK0252  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0252
 BK0252                         *CURRENT SURVEY CONTROL
 BK0252  ___________________________________________________________________
 BK0252* NAD 83(1986)-  30 27 01.     (N)    092 25 10.     (W)     SCALED    
 BK0252* NAVD 88     -        13.37   (+/-2cm)      43.9    (feet)  VERTCON   
 BK0252  ___________________________________________________________________
 BK0252  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BK0252
 BK0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0252
 BK0252.The horizontal coordinates were scaled from a topographic map and have
 BK0252.an estimated accuracy of +/- 6 seconds.
 BK0252
 BK0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0252.The vertical order pertains to the NGVD 29 superseded value.
 BK0252
 BK0252.The geoid height was determined by GEOID03.
 BK0252
 BK0252;                    North         East    Units  Estimated Accuracy
 BK0252;SPC LA S     -   216,670.      895,690.      MT  (+/- 180 meters Scaled)
 BK0252
 BK0252                          SUPERSEDED SURVEY CONTROL
 BK0252
 BK0252  NGVD 29 (??/??/??)   13.331  (m)           43.74   (f) ADJUSTED    2 0
 BK0252
 BK0252.Superseded values are not recommended for survey control.
 BK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0252.See file dsdata.txt to determine how the superseded data were derived.
 BK0252
 BK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP557688(NAD 83)
 BK0252_MARKER: DB = BENCH MARK DISK
 BK0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0252_STAMPING: R 60 1935
 BK0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0252+STABILITY: SURFACE MOTION
 BK0252
 BK0252  HISTORY     - Date     Condition        Report By
 BK0252  HISTORY     - 1935     MONUMENTED       CGS
 BK0252
 BK0252                          STATION DESCRIPTION
 BK0252
 BK0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0252'3.1 MI S FROM EUNICE.
 BK0252'IN ACADIA PARISH, 3.1 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS
 BK0252'RAILROAD FROM THE CITY WATER TOWER AT EUNICE, SAINT LANDRY PARISH, AT
 BK0252'A ROAD CROSSING, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 61 FEET
 BK0252'EAST OF THE CENTERLINE OF THE TRACK, AND IN THE RIGHT-OF-WAY FENCE
 BK0252'CORNER.  A STANDARD DISK, STAMPED R 60 1935 AND SET IN THE TOP OF A
 BK0252'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1151 ***********************************************************************
 BX1151  DESIGNATION -  R 67
 BX1151  PID         -  BX1151
 BX1151  STATE/COUNTY-  LA/VERNON
 BX1151  USGS QUAD   -  TEMPLE (1972)
 BX1151
 BX1151                         *CURRENT SURVEY CONTROL
 BX1151  ___________________________________________________________________
 BX1151* NAD 83(1986)-  31 16 16.     (N)    092 58 35.     (W)     SCALED    
 BX1151* NAVD 88     -        90.95   (+/-2cm)     298.4    (feet)  VERTCON   
 BX1151  ___________________________________________________________________
 BX1151  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BX1151
 BX1151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1151
 BX1151.The horizontal coordinates were scaled from a topographic map and have
 BX1151.an estimated accuracy of +/- 6 seconds.
 BX1151
 BX1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1151.The vertical order pertains to the NGVD 29 superseded value.
 BX1151
 BX1151.The geoid height was determined by GEOID03.
 BX1151
 BX1151;                    North         East    Units  Estimated Accuracy
 BX1151;SPC LA N     -    85,600.      954,630.      MT  (+/- 180 meters Scaled)
 BX1151
 BX1151                          SUPERSEDED SURVEY CONTROL
 BX1151
 BX1151  NGVD 29 (??/??/??)   90.988  (m)          298.52   (f) ADJUSTED    2 0
 BX1151
 BX1151.Superseded values are not recommended for survey control.
 BX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1151.See file dsdata.txt to determine how the superseded data were derived.
 BX1151
 BX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ022596(NAD 83)
 BX1151_MARKER: DB = BENCH MARK DISK
 BX1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1151_STAMPING: R 67 1935
 BX1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1151+STABILITY: SURFACE MOTION
 BX1151
 BX1151  HISTORY     - Date     Condition        Report By
 BX1151  HISTORY     - 1935     MONUMENTED       CGS
 BX1151  HISTORY     - 1954     GOOD             CGS
 BX1151  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1151
 BX1151                          STATION DESCRIPTION
 BX1151
 BX1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BX1151'1.4 MI SW FROM TEMPLE.
 BX1151'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM THE POST OFFICE AT
 BX1151'TEMPLE, VERNON PARISH, 0.3 MILE WEST OF A BRIDGE, 0.2 MILE EAST OF A
 BX1151'BRIDGE, 25 YARDS NORTHWEST OF TOP OF HILL.  37 FEET SOUTHEAST OF THE
 BX1151'CENTERLINE OF THE HIGHWAY, 20 FEET EAST NORTHEAST OF THE CENTERLINE OF
 BX1151'THE TRAIL.  A STANDARD DISK, STAMPED R 67 1935 AND SET IN THE TOP OF A
 BX1151'CONCRETE POST PROJECTING 0.4 INCHES.
 BX1151
 BX1151                          STATION RECOVERY (1994)
 BX1151
 BX1151'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0972 ***********************************************************************
 BX0972  DESIGNATION -  R 68
 BX0972  PID         -  BX0972
 BX0972  STATE/COUNTY-  LA/RAPIDES
 BX0972  USGS QUAD   -  CHENEYVILLE (1992)
 BX0972
 BX0972                         *CURRENT SURVEY CONTROL
 BX0972  ___________________________________________________________________
 BX0972* NAD 83(1986)-  31 00 42.     (N)    092 17 33.     (W)     SCALED    
 BX0972* NAVD 88     -        19.11   (+/-2cm)      62.7    (feet)  VERTCON   
 BX0972  ___________________________________________________________________
 BX0972  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BX0972
 BX0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0972
 BX0972.The horizontal coordinates were scaled from a topographic map and have
 BX0972.an estimated accuracy of +/- 6 seconds.
 BX0972
 BX0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0972.The vertical order pertains to the NGVD 29 superseded value.
 BX0972
 BX0972.The geoid height was determined by GEOID03.
 BX0972
 BX0972;                    North         East    Units  Estimated Accuracy
 BX0972;SPC LA N     -    56,750.    1,019,820.      MT  (+/- 180 meters Scaled)
 BX0972
 BX0972                          SUPERSEDED SURVEY CONTROL
 BX0972
 BX0972  NGVD 29 (??/??/??)   19.091  (m)           62.63   (f) ADJUSTED    2 0
 BX0972
 BX0972.Superseded values are not recommended for survey control.
 BX0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0972.See file dsdata.txt to determine how the superseded data were derived.
 BX0972
 BX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ675311(NAD 83)
 BX0972_MARKER: DB = BENCH MARK DISK
 BX0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0972_SP_SET: FOUNDATION
 BX0972_STAMPING: R 68 1935
 BX0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0972
 BX0972  HISTORY     - Date     Condition        Report By
 BX0972  HISTORY     - 1935     MONUMENTED       CGS
 BX0972  HISTORY     - 1960     GOOD             CGS
 BX0972  HISTORY     - 19990424 GOOD             USPSQD
 BX0972
 BX0972                          STATION DESCRIPTION
 BX0972
 BX0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX0972'0.3 MI NW FROM CHENEYVILLE.
 BX0972'LOCATED 0.3 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX0972'STATION AT CHENEYVILLE, AT THE SITE OF THE MUNICIPAL WATER TANK, 118.5
 BX0972'FEET EAST OF THE EAST RAIL OF THE TRACK, 57 FEET WEST OF THE CENTER OF
 BX0972'U.S. HIGHWAY 71, NS 57 FEET NORTHWEST OF A POWER POLE WITH THREE
 BX0972'TRANSFORMERS.  IT IS A STANDARD DISK, STAMPED R 68 1935, SET IN A
 BX0972'DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 BX0972'NORTHEAST LEG OF THE MUNICIPAL WATER TANK.
 BX0972
 BX0972                          STATION RECOVERY (1999)
 BX0972
 BX0972'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1799 ***********************************************************************
 BJ1799  DESIGNATION -  R 75
 BJ1799  PID         -  BJ1799
 BJ1799  STATE/COUNTY-  LA/ST HELENA
 BJ1799  USGS QUAD   -  GREENSBURG (1981)
 BJ1799
 BJ1799                         *CURRENT SURVEY CONTROL
 BJ1799  ___________________________________________________________________
 BJ1799* NAD 83(1986)-  30 49 51.     (N)    090 40 18.     (W)     SCALED    
 BJ1799* NAVD 88     -        67.75   (+/-2cm)     222.3    (feet)  VERTCON   
 BJ1799  ___________________________________________________________________
 BJ1799  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1799
 BJ1799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1799
 BJ1799.The horizontal coordinates were scaled from a topographic map and have
 BJ1799.an estimated accuracy of +/- 6 seconds.
 BJ1799
 BJ1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1799.The vertical order pertains to the NGVD 29 superseded value.
 BJ1799
 BJ1799.The geoid height was determined by GEOID03.
 BJ1799
 BJ1799;                    North         East    Units  Estimated Accuracy
 BJ1799;SPC LA S     -   258,550.    1,063,310.      MT  (+/- 180 meters Scaled)
 BJ1799
 BJ1799                          SUPERSEDED SURVEY CONTROL
 BJ1799
 BJ1799  NGVD 29 (??/??/??)   67.765  (m)          222.33   (f) ADJUSTED    2 0
 BJ1799
 BJ1799.Superseded values are not recommended for survey control.
 BJ1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1799.See file dsdata.txt to determine how the superseded data were derived.
 BJ1799
 BJ1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ226131(NAD 83)
 BJ1799_MARKER: DB = BENCH MARK DISK
 BJ1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1799_STAMPING: R 75 1935 222.650
 BJ1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1799+STABILITY: SURFACE MOTION
 BJ1799
 BJ1799  HISTORY     - Date     Condition        Report By
 BJ1799  HISTORY     - 1935     MONUMENTED       CGS
 BJ1799  HISTORY     - 1954     GOOD             CGS
 BJ1799  HISTORY     - 1958     GOOD             USGS
 BJ1799  HISTORY     - 1978     GOOD             USGS
 BJ1799
 BJ1799                          STATION DESCRIPTION
 BJ1799
 BJ1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1799'IN GREENSBURG.
 BJ1799'LOCATED IN GREENSBURG, AT THE METHODIST CHURCH, 65 FEET NORTHEAST OF
 BJ1799'THE NORTHEAST CORNER OF THE METHODIST CHURCH, 34 FEET SOUTH OF THE
 BJ1799'CENTERLINE OF STATE HIGHWAY 35 (MAIN STREET IN GREENSBURG), 28 FEET
 BJ1799'SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE CULVERT AND 50 FEET EAST
 BJ1799'OF A POWER POLE IN THE FRONT OF THE CHURCH.  IT IS A STANDARD DISK,
 BJ1799'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 1 FOOT
 BJ1799'BELOW THE LEVEL OF THE ROAD.  NOTE-- A NEW RED BRICK METHODIST CHURCH
 BJ1799'HAS BEEN BUILT IN GREENSBURG, ON THE SAME LOT AS THE OLD CHURCH, THE
 BJ1799'FENCE ALSO HAS BEEN TORN DOWN.
 BJ1799
 BJ1799                          STATION RECOVERY (1958)
 BJ1799
 BJ1799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BJ1799'RECOVERED IN GOOD CONDITION.
 BJ1799
 BJ1799                          STATION RECOVERY (1978)
 BJ1799
 BJ1799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BJ1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1027 ***********************************************************************
 BX1027  DESIGNATION -  R 96
 BX1027  PID         -  BX1027
 BX1027  STATE/COUNTY-  LA/RAPIDES
 BX1027  USGS QUAD   -  BOYCE (1992)
 BX1027
 BX1027                         *CURRENT SURVEY CONTROL
 BX1027  ___________________________________________________________________
 BX1027* NAD 83(1986)-  31 26 14.     (N)    092 44 08.     (W)     SCALED    
 BX1027* NAVD 88     -        31.62   (+/-2cm)     103.7    (feet)  VERTCON   
 BX1027  ___________________________________________________________________
 BX1027  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1027
 BX1027  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1027
 BX1027.The horizontal coordinates were scaled from a topographic map and have
 BX1027.an estimated accuracy of +/- 6 seconds.
 BX1027
 BX1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1027.The vertical order pertains to the NGVD 29 superseded value.
 BX1027
 BX1027.The geoid height was determined by GEOID03.
 BX1027
 BX1027;                    North         East    Units  Estimated Accuracy
 BX1027;SPC LA N     -   103,940.      977,610.      MT  (+/- 180 meters Scaled)
 BX1027
 BX1027                          SUPERSEDED SURVEY CONTROL
 BX1027
 BX1027  NGVD 29 (??/??/??)   31.623  (m)          103.75   (f) ADJUSTED    1 2
 BX1027
 BX1027.Superseded values are not recommended for survey control.
 BX1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1027.See file dsdata.txt to determine how the superseded data were derived.
 BX1027
 BX1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ251780(NAD 83)
 BX1027_MARKER: DB = BENCH MARK DISK
 BX1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1027_STAMPING: R 96 1938
 BX1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1027+STABILITY: SURFACE MOTION
 BX1027
 BX1027  HISTORY     - Date     Condition        Report By
 BX1027  HISTORY     - 1938     MONUMENTED       CGS
 BX1027  HISTORY     - 1969     GOOD             LADTD
 BX1027
 BX1027                          STATION DESCRIPTION
 BX1027
 BX1027'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1027'2.5 MI NW FROM ZIMMERMAN.
 BX1027'ABOUT 2.5 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BX1027'THE OLD CROSSING TO THE ZIMMERMAN OFFICE BUILDING IN RAPIDES PARISH. 7
 BX1027'1/2 POLES NORTHWEST OF MILE POST 214.  4 RAILS NORTHWEST OF THE SIGN
 BX1027'QUARRY.  50 FEET SOUTHWEST  OF THE CENTERLINE OF THE TRACK. DISK IN
 BX1027'TOP OF CONCRETE POST PROJECTING 9 INCHES.  A STEEL WITNESS POST IS SET
 BX1027'2 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1688 ***********************************************************************
 BX1688  DESIGNATION -  R 97
 BX1688  PID         -  BX1688
 BX1688  STATE/COUNTY-  LA/NATCHITOCHES
 BX1688  USGS QUAD   -  FLORA (1992)
 BX1688
 BX1688                         *CURRENT SURVEY CONTROL
 BX1688  ___________________________________________________________________
 BX1688* NAD 83(1986)-  31 36 57.     (N)    093 06 13.     (W)     SCALED    
 BX1688* NAVD 88     -        34.83   (+/-2cm)     114.3    (feet)  VERTCON   
 BX1688  ___________________________________________________________________
 BX1688  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1688
 BX1688  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1688
 BX1688.The horizontal coordinates were scaled from a topographic map and have
 BX1688.an estimated accuracy of +/- 6 seconds.
 BX1688
 BX1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1688.The vertical order pertains to the NGVD 29 superseded value.
 BX1688
 BX1688.The geoid height was determined by GEOID03.
 BX1688
 BX1688;                    North         East    Units  Estimated Accuracy
 BX1688;SPC LA N     -   123,880.      942,730.      MT  (+/- 180 meters Scaled)
 BX1688
 BX1688                          SUPERSEDED SURVEY CONTROL
 BX1688
 BX1688  NGVD 29 (??/??/??)   34.874  (m)          114.42   (f) ADJUSTED    1 2
 BX1688
 BX1688.Superseded values are not recommended for survey control.
 BX1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1688.See file dsdata.txt to determine how the superseded data were derived.
 BX1688
 BX1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ901978(NAD 83)
 BX1688_MARKER: DB = BENCH MARK DISK
 BX1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1688_STAMPING: R-97 1938
 BX1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1688+STABILITY: SURFACE MOTION
 BX1688
 BX1688  HISTORY     - Date     Condition        Report By
 BX1688  HISTORY     - 1938     MONUMENTED       CGS
 BX1688  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1688
 BX1688                          STATION DESCRIPTION
 BX1688
 BX1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1688'IN FLORA.
 BX1688'AT FLORA, NATCHITOCHES PARISH, ON THE TEXAS AND PACIFIC RAILWAY, ABOUT
 BX1688'2,100 FEET EAST OF MILEPOST 240, AT THE NORTHWEST CORNER OF THE
 BX1688'CROSSING OF STATE HIGHWAY 75, AT THE SOUTHEAST CORNER OF THE LE ROYS
 BX1688'BAR BUILDING, AND 80 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK.
 BX1688'A STANDARD DISK, STAMPED R 97 1938 AND SET IN THE TOP OF A CONCRETE
 BX1688'POST.
 BX1688
 BX1688                          STATION RECOVERY (1980)
 BX1688
 BX1688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1688'A PAVED PARKING AREA HAS BEEN BUILT AROUND THE EAST END OF THE
 BX1688'BUILDING. COVERED BY PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1962 ***********************************************************************
 BX1962  DESIGNATION -  R 99
 BX1962  PID         -  BX1962
 BX1962  STATE/COUNTY-  LA/SABINE
 BX1962  USGS QUAD   -  FLORIEN (1997)
 BX1962
 BX1962                         *CURRENT SURVEY CONTROL
 BX1962  ___________________________________________________________________
 BX1962* NAD 83(1986)-  31 29 22.     (N)    093 27 56.     (W)     SCALED    
 BX1962* NAVD 88     -        98.14   (+/-2cm)     322.0    (feet)  VERTCON   
 BX1962  ___________________________________________________________________
 BX1962  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX1962
 BX1962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1962
 BX1962.The horizontal coordinates were scaled from a topographic map and have
 BX1962.an estimated accuracy of +/- 6 seconds.
 BX1962
 BX1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1962.The vertical order pertains to the NGVD 29 superseded value.
 BX1962
 BX1962.The geoid height was determined by GEOID03.
 BX1962
 BX1962;                    North         East    Units  Estimated Accuracy
 BX1962;SPC LA N     -   110,110.      908,270.      MT  (+/- 180 meters Scaled)
 BX1962
 BX1962                          SUPERSEDED SURVEY CONTROL
 BX1962
 BX1962  NGVD 29 (??/??/??)   98.215  (m)          322.23   (f) ADJUSTED    2 0
 BX1962
 BX1962.Superseded values are not recommended for survey control.
 BX1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1962.See file dsdata.txt to determine how the superseded data were derived.
 BX1962
 BX1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ557839(NAD 83)
 BX1962_MARKER: DB = BENCH MARK DISK
 BX1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1962_STAMPING: R 99 1938
 BX1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1962+STABILITY: SURFACE MOTION
 BX1962
 BX1962  HISTORY     - Date     Condition        Report By
 BX1962  HISTORY     - 1938     MONUMENTED       CGS
 BX1962
 BX1962                          STATION DESCRIPTION
 BX1962
 BX1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1962'0.4 MI S FROM FISHER.
 BX1962'0.4 MILE SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE STATION
 BX1962'AT FISHER, SABINE COUNTY, 146 YARDS SOUTH OF THE CROSSING AT THE
 BX1962'SECTION HOUSES, AND 38 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 BX1962'STAMPED R 99 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2487 ***********************************************************************
 AU2487  DESIGNATION -  RABBIT IS PASS TIDE GAUGE HSE
 AU2487  PID         -  AU2487
 AU2487  STATE/COUNTY-  LA/ST MARY
 AU2487  USGS QUAD   -  
 AU2487
 AU2487                         *CURRENT SURVEY CONTROL
 AU2487  ___________________________________________________________________
 AU2487* NAD 83(1992)-  29 25 13.98929(N)    091 35 41.47742(W)     ADJUSTED  
 AU2487* NAVD 88     -                                                        
 AU2487  ___________________________________________________________________
 AU2487  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU2487  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AU2487
 AU2487  HORZ ORDER  -  THIRD
 AU2487
 AU2487.The horizontal coordinates were established by classical geodetic methods
 AU2487.and adjusted by the National Geodetic Survey in January 1993..
 AU2487
 AU2487
 AU2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2487
 AU2487.The geoid height was determined by GEOID03.
 AU2487
 AU2487;                    North         East     Units Scale Factor Converg.
 AU2487;SPC LA S     -   102,068.706   974,622.076   MT  0.99997667   -0 07 50.8
 AU2487;SPC LA S     -   334,870.41  3,197,572.59   sFT  0.99997667   -0 07 50.8
 AU2487;UTM  15      - 3,255,401.858   636,310.503   MT  0.99982927   +0 41 25.2
 AU2487
 AU2487                          SUPERSEDED SURVEY CONTROL
 AU2487
 AU2487  NAD 83(1986)-  29 25 14.01461(N)    091 35 41.47388(W) AD(       ) 4
 AU2487  NAD 27      -  29 25 13.22100(N)    091 35 41.06300(W) AD(       ) 3
 AU2487
 AU2487.Superseded values are not recommended for survey control.
 AU2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2487.See file dsdata.txt to determine how the superseded data were derived.
 AU2487
 AU2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3631155402(NAD 83)
 AU2487
 AU2487  HISTORY     - Date     Condition        Report By
 AU2487  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2487
 AU2487                          STATION DESCRIPTION
 AU2487
 AU2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2487'LOCATED IN THE GULF OF MEXICO AT THE ENTRANCE OF RABBIT ISLAND
 AU2487'PASS CHANNEL.  THE PLATFORM SUPPORTING THE STANDARD TIDE
 AU2487'GAGE IS ABOUT 500 FEET EAST OF THE ENTRANCE OF THE CHANNEL.
 AU2487'THE CENTER OF THE GALVANIZED TIN BUILDING WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2556 ***********************************************************************
 AU2556  DESIGNATION -  RABBIT ISLAND LIGHT
 AU2556  PID         -  AU2556
 AU2556  STATE/COUNTY-  LA/ST MARY
 AU2556  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU2556
 AU2556                         *CURRENT SURVEY CONTROL
 AU2556  ___________________________________________________________________
 AU2556* NAD 83(1992)-  29 30 16.08759(N)    091 35 16.13565(W)     ADJUSTED  
 AU2556* NAVD 88     -                                                        
 AU2556  ___________________________________________________________________
 AU2556  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU2556  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AU2556
 AU2556  HORZ ORDER  -  THIRD
 AU2556
 AU2556.The horizontal coordinates were established by classical geodetic methods
 AU2556.and adjusted by the National Geodetic Survey in January 1993..
 AU2556
 AU2556
 AU2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2556
 AU2556.The geoid height was determined by GEOID03.
 AU2556
 AU2556;                    North         East     Units Scale Factor Converg.
 AU2556;SPC LA S     -   111,368.422   975,325.830   MT  0.99996302   -0 07 38.1
 AU2556;SPC LA S     -   365,381.23  3,199,881.49   sFT  0.99996302   -0 07 38.1
 AU2556;UTM  15      - 3,264,709.414   636,880.695   MT  0.99983119   +0 41 44.1
 AU2556
 AU2556                          SUPERSEDED SURVEY CONTROL
 AU2556
 AU2556  NAD 83(1986)-  29 30 16.11218(N)    091 35 16.13205(W) AD(       ) 4
 AU2556  NAD 27      -  29 30 15.33200(N)    091 35 15.72000(W) AD(       ) 3
 AU2556
 AU2556.Superseded values are not recommended for survey control.
 AU2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2556.See file dsdata.txt to determine how the superseded data were derived.
 AU2556
 AU2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3688164709(NAD 83)
 AU2556_MARKER: 14 = NAVIGATION LIGHT
 AU2556
 AU2556  HISTORY     - Date     Condition        Report By
 AU2556  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2556
 AU2556                          STATION DESCRIPTION
 AU2556
 AU2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2556'LOCATED ALONG THE EAST SIDE OF EAST COTE BLANCHE BAY ABOUT 0.9
 AU2556'MILES SOUTHEAST OF RABBIT ISLAND AND ABOUT 3.5 MILES SOUTHWEST
 AU2556'OF POINT CHEVREUIL.  LIGHT ATOP DOLPHIN WAS OBSERVED UPON.
 AU2556'
 AU2556'THIS LIGHT COULD NOT BE FOUND IN THE 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1096 ***********************************************************************
 AT1096  DESIGNATION -  RACCO
 AT1096  PID         -  AT1096
 AT1096  STATE/COUNTY-  LA/PLAQUEMINES
 AT1096  USGS QUAD   -  COQUILLE POINT (1993)
 AT1096
 AT1096                         *CURRENT SURVEY CONTROL
 AT1096  ___________________________________________________________________
 AT1096* NAD 83(1992)-  29 24 05.91205(N)    089 28 13.08832(W)     ADJUSTED  
 AT1096* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1096  **This station is located in a subsidence area (see below).
 AT1096  ___________________________________________________________________
 AT1096  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AT1096  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AT1096
 AT1096  HORZ ORDER  -  SECOND
 AT1096
 AT1096.The horizontal coordinates were established by classical geodetic methods
 AT1096.and adjusted by the National Geodetic Survey in January 1993..
 AT1096
 AT1096 ** The orthometric height has not been validated since last determined
 AT1096 ** by differential leveling and should not be used for control purposes.
 AT1096 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1096 ** area with valid NAVD 88 orthometric heights.
 AT1096 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1096 ** epoch indicated which incorporates improved geoid heights for the
 AT1096 ** Southern Louisiana Subsidence area.
 AT1096 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1096.The orthometric height was scaled from a topographic map.
 AT1096
 AT1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1096
 AT1096.The geoid height was determined by GEOID03.
 AT1096
 AT1096;                    North         East     Units Scale Factor Converg.
 AT1096;SPC LA S     -   101,413.627 1,180,813.922   MT  0.99998004   +0 55 53.5
 AT1096;SPC LA S     -   332,721.21  3,874,053.68   sFT  0.99998004   +0 55 53.5
 AT1096;UTM  16      - 3,255,023.361   260,290.007   MT  1.00030908   -1 12 48.0
 AT1096
 AT1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1096!SPC LA S     -   1.00000382  x   0.99998004  =   0.99998386
 AT1096!UTM  16      -   1.00000382  x   1.00030908  =   1.00031290
 AT1096
 AT1096|---------------------------------------------------------------------|
 AT1096| PID    Reference Object                     Distance      Geod. Az  |
 AT1096|                                                           dddmmss.s |
 AT1096| DD7982 RACCO RM 2                           12.572 METERS 04458     |
 AT1096| AT1091 REDNAVIGATION LT SE OF BURAS        APPROX. 6.2 KM 1905113.8 |
 AT1096| DD7981 RACCO RM 1                           13.485 METERS 30302     |
 AT1096|---------------------------------------------------------------------|
 AT1096
 AT1096                          SUPERSEDED SURVEY CONTROL
 AT1096
 AT1096  NAD 83(1986)-  29 24 05.91906(N)    089 28 13.09596(W) AD(       ) 2
 AT1096  NAD 27      -  29 24 05.13000(N)    089 28 12.88300(W) AD(       ) 2
 AT1096
 AT1096.Superseded values are not recommended for survey control.
 AT1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1096.See file dsdata.txt to determine how the superseded data were derived.
 AT1096
 AT1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6029055023(NAD 83)
 AT1096_MARKER: DS = TRIANGULATION STATION DISK
 AT1096_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1096_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1096
 AT1096  HISTORY     - Date     Condition        Report By
 AT1096  HISTORY     - 1934     MONUMENTED       CGS
 AT1096  HISTORY     - 1955     GOOD             CGS
 AT1096  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AT1096  HISTORY     - 1970     GOOD             NGS
 AT1096
 AT1096                          STATION DESCRIPTION
 AT1096
 AT1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1096'ABOUT 95 METERS (312 FEET) W OF THE NORTERNMOST PART OF RACCOON POINT
 AT1096'ON THE SW SHORE OF
 AT1096'BRETON ISLAND SOUND AND IN SOFT MARSH GROUND IN A
 AT1096'DENSE GROVE OF SHOULDER HIGH
 AT1096'MANGROVES 52 METERS (171 FEET) INSHORE.
 AT1096'THE STATION IS MARKED BY A STANDARD BRONZE DISK
 AT1096'SET IN CONCRETE AT
 AT1096'THE TOP OF A TILE. REFERENCE MARK NO.1 IS
 AT1096'A STANDARD BRONZE
 AT1096'REFERENCE DISK SET IN CONCRETE,
 AT1096'IS IN SOFT MARSH GROUND
 AT1096'13.485 METERS (44.24 FEET) FROM THE
 AT1096'STATION N 56 DEG 58 MIN W.
 AT1096'REFERENCE MARK NO.2 IS A
 AT1096'STANDARD BRONZE REFERENCE DISK SET IN CONCRETE IS
 AT1096'IN SOFT MARSH GROUND 12.572 METERS (41.25 FEET) FROM THE
 AT1096'STATION N 44 DEG 58 MIN E.
 AT1096'THE DISTANCE BETWEEN THE
 AT1096'REFERENCE MARKS IS 20.250 METERS (66.44
 AT1096'FEET).
 AT1096
 AT1096                          STATION RECOVERY (1955)
 AT1096
 AT1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT1096'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 AT1096'CONDITION, EXCEPT
 AT1096'THAT REFERENCE MARK 1 IS AT THE WATER EDGE AND IN
 AT1096'DANGER OF BEING DESTROYED BY FURTHER
 AT1096'EROSION.  THE STATION MARK AND
 AT1096'REFERENCE MARK 2 ARE 2 FT.  BELOW THE SURFACE OF THE
 AT1096'SHELL BANK.  A
 AT1096'20-FT.  WOODEN STAND IN GOOD CONDITION IS OVER THE STATION.  THE
 AT1096'ORIGINAL
 AT1096'DESCRIPTION IS ADEQUATE.
 AT1096
 AT1096                          STATION RECOVERY (1966)
 AT1096
 AT1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1096'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND IN GOOD
 AT1096'CONDITION.  THE
 AT1096'STATION AND REFERENCE MARK ARE UNDER WATER AT THE
 AT1096'PRESENT TIME AND NO DISTANCE OR
 AT1096'DIRECTION WAS OBTAINED TO REFERENCE
 AT1096'MARK 2.  REFERENCE MARK 1 WAS FOUND DESTROYED.  A
 AT1096'NEW STATION AND
 AT1096'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME IN THE EVENT
 AT1096'THE OLD STATION
 AT1096'IS LOST DUE TO EROSION.
 AT1096'
 AT1096'SEE DESCRIPTION TO RACCO 2 1966 FOR A COMPLETE NEW DESCRIPTION.
 AT1096
 AT1096                          STATION RECOVERY (1970)
 AT1096
 AT1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1095 ***********************************************************************
 AT1095  DESIGNATION -  RACCO 2
 AT1095  PID         -  AT1095
 AT1095  STATE/COUNTY-  LA/PLAQUEMINES
 AT1095  USGS QUAD   -  COQUILLE POINT (1993)
 AT1095
 AT1095                         *CURRENT SURVEY CONTROL
 AT1095  ___________________________________________________________________
 AT1095* NAD 83(1992)-  29 24 04.00870(N)    089 28 12.13818(W)     ADJUSTED  
 AT1095* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1095  **This station is located in a subsidence area (see below).
 AT1095  ___________________________________________________________________
 AT1095  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AT1095  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AT1095
 AT1095  HORZ ORDER  -  SECOND
 AT1095
 AT1095.The horizontal coordinates were established by classical geodetic methods
 AT1095.and adjusted by the National Geodetic Survey in January 1993..
 AT1095
 AT1095 ** The orthometric height has not been validated since last determined
 AT1095 ** by differential leveling and should not be used for control purposes.
 AT1095 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1095 ** area with valid NAVD 88 orthometric heights.
 AT1095 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1095 ** epoch indicated which incorporates improved geoid heights for the
 AT1095 ** Southern Louisiana Subsidence area.
 AT1095 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1095.The orthometric height was scaled from a topographic map.
 AT1095
 AT1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1095
 AT1095.The geoid height was determined by GEOID03.
 AT1095
 AT1095;                    North         East     Units Scale Factor Converg.
 AT1095;SPC LA S     -   101,355.449 1,180,840.488   MT  0.99998014   +0 55 54.0
 AT1095;SPC LA S     -   332,530.34  3,874,140.83   sFT  0.99998014   +0 55 54.0
 AT1095;UTM  16      - 3,254,964.210   260,314.385   MT  1.00030893   -1 12 47.4
 AT1095
 AT1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1095!SPC LA S     -   1.00000382  x   0.99998014  =   0.99998396
 AT1095!UTM  16      -   1.00000382  x   1.00030893  =   1.00031275
 AT1095
 AT1095|---------------------------------------------------------------------|
 AT1095| PID    Reference Object                     Distance      Geod. Az  |
 AT1095|                                                           dddmmss.s |
 AT1095| DD7983 RACCO 2 RM 3                         18.202 METERS 13418     |
 AT1095| AT1088 BOOTHVILLE MUNICIPAL TANK           APPROX.11.1 KM 1395014.6 |
 AT1095| AT1089 BURAS VIDEO TV MAST                 APPROX. 8.5 KM 1395206.3 |
 AT1095| AT1119 BURAS MUNICIPAL TANK                APPROX. 7.5 KM 2272308.8 |
 AT1095| DD7984 RACCO 2 RM 4                         20.961 METERS 22739     |
 AT1095| AT1118 BURAS MICROWAVE TOWER               APPROX. 7.9 KM 2302255.3 |
 AT1095| AT1114 BURAS GULF CO MAST                  APPROX. 7.6 KM 2422021.4 |
 AT1095| AT1111 EMPIRE MICROWAVE TOWER              APPROX.12.3 KM 2621303.8 |
 AT1095| AT1109 EMPIRE MUNICIPAL TANK               APPROX.12.6 KM 2631753.6 |
 AT1095| AT1101 LAMO 2 RESET                        APPROX.10.2 KM 3070241.6 |
 AT1095| AT1096 RACCO                                63.958 METERS 33623     |
 AT1095| DD7982 RACCO RM 2                                         34605     |
 AT1095|---------------------------------------------------------------------|
 AT1095
 AT1095                          SUPERSEDED SURVEY CONTROL
 AT1095
 AT1095  NAD 83(1986)-  29 24 04.01568(N)    089 28 12.14581(W) AD(       ) 2
 AT1095  NAD 27      -  29 24 03.22660(N)    089 28 11.93290(W) AD(       ) 2
 AT1095
 AT1095.Superseded values are not recommended for survey control.
 AT1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1095.See file dsdata.txt to determine how the superseded data were derived.
 AT1095
 AT1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6031454964(NAD 83)
 AT1095_MARKER: DS = TRIANGULATION STATION DISK
 AT1095_SETTING: 0 = UNSPECIFIED SETTING
 AT1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1095
 AT1095  HISTORY     - Date     Condition        Report By
 AT1095  HISTORY     - 1966     MONUMENTED       CGS
 AT1095  HISTORY     - 1969     GOOD             CGS
 AT1095  HISTORY     - 1970     GOOD             NGS
 AT1095
 AT1095                          STATION DESCRIPTION
 AT1095
 AT1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1095'STATION IS ABOUT 5 MILES EAST OF EMPIRE, 1 MILE SOUTH OF SABLE POINT,
 AT1095'ON THE
 AT1095'NORTHEASTERN PART OF RACOON POINT AND IN MARSHLAND ON THE
 AT1095'SOUTHWEST SHORE OF BRETCH
 AT1095'ISLAND SOUND.
 AT1095'
 AT1095'STATION MARK, A STANDARD DISK STAMPED RACCO 2 1966, IS CRIMPED TO THE
 AT1095'TOP OF A 5/8 INCH
 AT1095'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT1095'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT1095'PROJECTS 2.7 FEET.  IT IS 210 FEET
 AT1095'EAST OF THE WATERS EDGE AND 6.9 FEET WEST OF A METAL
 AT1095'WITNESS POST.
 AT1095'
 AT1095'RACCO 1934, A STANDARD DISK STAMPED RACCO 1934, IS SET IN THE TOP OF
 AT1095'AN 8 INCH
 AT1095'TERRACOTTA TILE WHICH IS ABOUT 1 FOOT UNDER WATER AT HIGH
 AT1095'TIDE.  IT IS 17 FEET
 AT1095'NORTHWEST OF THE WATERS EDGE AND 1 FOOT EAST OF
 AT1095'A METAL WITNESS POST.
 AT1095'
 AT1095'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RACCO 2 NO 3 1966, IS
 AT1095'CRIMPED TO THE TOP
 AT1095'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1095'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1095'PIPE WHICH PROJECTS 3.5 FEET.
 AT1095'IT IS 53.1 FEET EAST OF THE METAL WITNESS POST.
 AT1095'
 AT1095'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED RACCO 2 NO 4 1966, IS
 AT1095'CRIMPED TO THE TOP
 AT1095'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1095'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1095'PIPE WHICH PROJECTS 2 FEET.  IT
 AT1095'IS 195 FEET EAST OF THE WATERS EDGE AND 70.9 FEET SOUTH
 AT1095'OF THE METAL
 AT1095'WITNESS POST.
 AT1095'
 AT1095'NO AZIMUTH MARK SET AT THIS TIME.
 AT1095'
 AT1095'STATION CAN BE REACHED BY BOAT OR AIRCRAFT.
 AT1095'
 AT1095'THE OLD STATION MARK AND REFERENCE MARK 2 WAS NOT DESTROYED AT THIS
 AT1095'TIME.
 AT1095
 AT1095                          STATION RECOVERY (1969)
 AT1095
 AT1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1095'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1095'AFTER HURRICANE CAMILLE.  THE RMS WERE IN GOOD CONDITION.
 AT1095
 AT1095                          STATION RECOVERY (1970)
 AT1095
 AT1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3045 ***********************************************************************
 AU3045  DESIGNATION -  RACCOON
 AU3045  PID         -  AU3045
 AU3045  STATE/COUNTY-  LA/TERREBONNE
 AU3045  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3045
 AU3045                         *CURRENT SURVEY CONTROL
 AU3045  ___________________________________________________________________
 AU3045* NAD 83(1992)-  29 10 27.22759(N)    090 31 04.13542(W)     ADJUSTED  
 AU3045* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3045  **This station is located in a subsidence area (see below).
 AU3045  ___________________________________________________________________
 AU3045  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AU3045  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AU3045
 AU3045  HORZ ORDER  -  SECOND
 AU3045
 AU3045.The horizontal coordinates were established by classical geodetic methods
 AU3045.and adjusted by the National Geodetic Survey in January 1993..
 AU3045
 AU3045 ** The orthometric height has not been validated since last determined
 AU3045 ** by differential leveling and should not be used for control purposes.
 AU3045 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3045 ** area with valid NAVD 88 orthometric heights.
 AU3045 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3045 ** epoch indicated which incorporates improved geoid heights for the
 AU3045 ** Southern Louisiana Subsidence area.
 AU3045 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3045.The orthometric height was scaled from a topographic map.
 AU3045
 AU3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3045
 AU3045.The geoid height was determined by GEOID03.
 AU3045
 AU3045;                    North         East     Units Scale Factor Converg.
 AU3045;SPC LA S     -    75,019.431 1,079,331.186   MT  1.00002900   +0 24 28.0
 AU3045;SPC LA S     -   246,126.25  3,541,105.73   sFT  1.00002900   +0 24 28.0
 AU3045;UTM  15      - 3,229,839.007   741,397.982   MT  1.00031913   +1 12 38.0
 AU3045
 AU3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3045!SPC LA S     -   1.00000380  x   1.00002900  =   1.00003280
 AU3045!UTM  15      -   1.00000380  x   1.00031913  =   1.00032293
 AU3045
 AU3045|---------------------------------------------------------------------|
 AU3045| PID    Reference Object                     Distance      Geod. Az  |
 AU3045|                                                           dddmmss.s |
 AU3045| DD7985 RACCOON RM 1                         16.944 METERS 05412     |
 AU3045| AU3002 POINT                               APPROX. 6.3 KM 1335738.3 |
 AU3045| DD7986 RACCOON RM 2                         11.230 METERS 16412     |
 AU3045|---------------------------------------------------------------------|
 AU3045
 AU3045                          SUPERSEDED SURVEY CONTROL
 AU3045
 AU3045  NAD 83(1986)-  29 10 27.24594(N)    090 31 04.14621(W) AD(       ) 2
 AU3045  NAD 27      -  29 10 26.41900(N)    090 31 03.83100(W) AD(       ) 2
 AU3045
 AU3045.Superseded values are not recommended for survey control.
 AU3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3045.See file dsdata.txt to determine how the superseded data were derived.
 AU3045
 AU3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4139829839(NAD 83)
 AU3045_MARKER: DS = TRIANGULATION STATION DISK
 AU3045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3045_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3045
 AU3045  HISTORY     - Date     Condition        Report By
 AU3045  HISTORY     - 1928     MONUMENTED       CGS
 AU3045  HISTORY     - 1934     MARK NOT FOUND   CGS
 AU3045  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3045
 AU3045                          STATION DESCRIPTION
 AU3045
 AU3045'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3045'STATION IS ON THE W END OF A SMALL ISLAND IN THE NE SECTION
 AU3045'OF TERREBONNE BAY AND ABOUT 5 MILES N OF THE W END OF CAILLOU
 AU3045'ISLAND.
 AU3045'
 AU3045'THE STATION AND REFERNECE MARKS ARE STANDARD BRONZE DISKS
 AU3045'SET IN CONCRETE IN THE TOP OF TILES.
 AU3045'
 AU3045'REFERENCE MARK NO. 1 IS 16.94 METERS (55.6 FEET) FROM THE
 AU3045'STATION N 54 DEG 12 MIN E.
 AU3045'
 AU3045'REFERENCE MARK NO. 2 IS 11.23 METERS (36.8 FEET) FROM THE
 AU3045'STATION S 15 DEG 48 MIN E.
 AU3045
 AU3045                          STATION RECOVERY (1934)
 AU3045
 AU3045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AU3045'IN 1934, IT WAS REPORTED THAT THE STATION MARK HAD DISAPPEARED
 AU3045'AND THE REFERENCE MARKS WERE AT THE EDGE OF THE SMALL ISLAND,
 AU3045'WHICH WAS RAPIDLY WASHING AWAY.
 AU3045
 AU3045                          STATION RECOVERY (1952)
 AU3045
 AU3045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3045'STATION IS LOST.  THE ISLAND HAS NOW COMPLETELY WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3173 ***********************************************************************
 AU3173  DESIGNATION -  RACELAND N WATER TANK
 AU3173  PID         -  AU3173
 AU3173  STATE/COUNTY-  LA/LAFOURCHE
 AU3173  USGS QUAD   -  SAVOIE (1980)
 AU3173
 AU3173                         *CURRENT SURVEY CONTROL
 AU3173  ___________________________________________________________________
 AU3173* NAD 83(1992)-  29 44 12.03278(N)    090 38 59.53055(W)     ADJUSTED  
 AU3173* NAVD 88     -                                                        
 AU3173  **This station is located in a subsidence area (see below).
 AU3173  ___________________________________________________________________
 AU3173  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3173  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AU3173
 AU3173  HORZ ORDER  -  THIRD
 AU3173
 AU3173.The horizontal coordinates were established by classical geodetic methods
 AU3173.and adjusted by the National Geodetic Survey in January 1993..
 AU3173
 AU3173 ** The orthometric height has not been validated since last determined
 AU3173 ** by differential leveling and should not be used for control purposes.
 AU3173 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3173 ** area with valid NAVD 88 orthometric heights.
 AU3173 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3173 ** epoch indicated which incorporates improved geoid heights for the
 AU3173 ** Southern Louisiana Subsidence area.
 AU3173 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3173
 AU3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3173
 AU3173.The geoid height was determined by GEOID03.
 AU3173
 AU3173;                    North         East     Units Scale Factor Converg.
 AU3173;SPC LA S     -   137,276.094 1,066,113.674   MT  0.99993631   +0 20 30.3
 AU3173;SPC LA S     -   450,379.99  3,497,741.28   sFT  0.99993631   +0 20 30.3
 AU3173;UTM  15      - 3,291,920.473   727,293.267   MT  1.00023747   +1 09 58.3
 AU3173
 AU3173                          SUPERSEDED SURVEY CONTROL
 AU3173
 AU3173  NAD 83(1986)-  29 44 12.05056(N)    090 38 59.53260(W) AD(       ) 4
 AU3173  NAD 27      -  29 44 11.29333(N)    090 38 59.21362(W) AD(       ) 3
 AU3173
 AU3173.Superseded values are not recommended for survey control.
 AU3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3173.See file dsdata.txt to determine how the superseded data were derived.
 AU3173
 AU3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2729391920(NAD 83)
 AU3173_MARKER: 53 = ELEVATED TANK
 AU3173
 AU3173  HISTORY     - Date     Condition        Report By
 AU3173  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3173  HISTORY     - 1961     GOOD             USGS
 AU3173
 AU3173                          STATION DESCRIPTION
 AU3173
 AU3173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3173'THE RACELAND, NORTH WATER TANK IS LOCATED ABOUT 11 MILES SOUTHEAST
 AU3173'OF THIBODAUX AND 2-3/4 MILES WEST OF RACELAND AND IS ON THE NORTH
 AU3173'SIDE OF STATE HIGHWAY 1.  IT IS OWNED BY THE LAFOURCHE PARISH WATER
 AU3173'DIST. NO. 1.
 AU3173'
 AU3173'IT IS A SIX TUBULAR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 AU3173'PROPER, PAINTED SILVER WITH BLACK LETTERING LAFOURCHE PARISH WATER
 AU3173'DIST. 1 N.  RACELAND.
 AU3173'
 AU3173'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
 AU3173
 AU3173                          STATION RECOVERY (1961)
 AU3173
 AU3173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AU3173'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3145 ***********************************************************************
 AU3145  DESIGNATION -  RACELAND SOUTH COAST CORP STK
 AU3145  PID         -  AU3145
 AU3145  STATE/COUNTY-  LA/LAFOURCHE
 AU3145  USGS QUAD   -  LOCKPORT (1980)
 AU3145
 AU3145                         *CURRENT SURVEY CONTROL
 AU3145  ___________________________________________________________________
 AU3145* NAD 83(1992)-  29 43 59.09143(N)    090 35 27.15505(W)     ADJUSTED  
 AU3145* NAVD 88     -                                                        
 AU3145  **This station is located in a subsidence area (see below).
 AU3145  ___________________________________________________________________
 AU3145  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU3145  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AU3145
 AU3145  HORZ ORDER  -  THIRD
 AU3145
 AU3145.The horizontal coordinates were established by classical geodetic methods
 AU3145.and adjusted by the National Geodetic Survey in January 1993..
 AU3145
 AU3145 ** The orthometric height has not been validated since last determined
 AU3145 ** by differential leveling and should not be used for control purposes.
 AU3145 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3145 ** area with valid NAVD 88 orthometric heights.
 AU3145 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3145 ** epoch indicated which incorporates improved geoid heights for the
 AU3145 ** Southern Louisiana Subsidence area.
 AU3145 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3145
 AU3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3145
 AU3145.The geoid height was determined by GEOID03.
 AU3145
 AU3145;                    North         East     Units Scale Factor Converg.
 AU3145;SPC LA S     -   136,913.156 1,071,822.782   MT  0.99993660   +0 22 16.5
 AU3145;SPC LA S     -   449,189.25  3,516,471.91   sFT  0.99993660   +0 22 16.5
 AU3145;UTM  15      - 3,291,639.615   733,008.819   MT  1.00026994   +1 11 43.3
 AU3145
 AU3145                          SUPERSEDED SURVEY CONTROL
 AU3145
 AU3145  NAD 83(1986)-  29 43 59.10849(N)    090 35 27.15671(W) AD(       ) 4
 AU3145  NAD 27      -  29 43 58.34933(N)    090 35 26.84776(W) AD(       ) 3
 AU3145
 AU3145.Superseded values are not recommended for survey control.
 AU3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3145.See file dsdata.txt to determine how the superseded data were derived.
 AU3145
 AU3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3300991640(NAD 83)
 AU3145_MARKER: 63 = STACK
 AU3145
 AU3145  HISTORY     - Date     Condition        Report By
 AU3145  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3145
 AU3145                          STATION DESCRIPTION
 AU3145
 AU3145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3145'THE RACELAND, SOUTH COAST CORPORATION STACK IS LOCATED ABOUT 0.5
 AU3145'MILE NORTH OF RACELAND AT THE RACELAND REFINERY OF THE SOUTH COAST
 AU3145'CORPORATION AND IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 90.
 AU3145'
 AU3145'IT IS A BRICK STRUCTURE PAINTED WHITE WITH A BLACK BAND AROUND THE
 AU3145'TOP AND HAS AN OVERALL HEIGHT OF 205 FEET.
 AU3145'
 AU3145'POINT INTERSECTED WAS THE APPROXIMATE CENTER AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3146 ***********************************************************************
 AU3146  DESIGNATION -  RACELAND SOUTH COAST CORP TANK
 AU3146  PID         -  AU3146
 AU3146  STATE/COUNTY-  LA/LAFOURCHE
 AU3146  USGS QUAD   -  LOCKPORT (1980)
 AU3146
 AU3146                         *CURRENT SURVEY CONTROL
 AU3146  ___________________________________________________________________
 AU3146* NAD 83(1992)-  29 43 54.99452(N)    090 35 27.24975(W)     ADJUSTED  
 AU3146* NAVD 88     -                                                        
 AU3146  **This station is located in a subsidence area (see below).
 AU3146  ___________________________________________________________________
 AU3146  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU3146  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU3146
 AU3146  HORZ ORDER  -  THIRD
 AU3146
 AU3146.The horizontal coordinates were established by classical geodetic methods
 AU3146.and adjusted by the National Geodetic Survey in January 1993..
 AU3146
 AU3146 ** The orthometric height has not been validated since last determined
 AU3146 ** by differential leveling and should not be used for control purposes.
 AU3146 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3146 ** area with valid NAVD 88 orthometric heights.
 AU3146 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3146 ** epoch indicated which incorporates improved geoid heights for the
 AU3146 ** Southern Louisiana Subsidence area.
 AU3146 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3146
 AU3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3146
 AU3146.The geoid height was determined by GEOID03.
 AU3146
 AU3146;                    North         East     Units Scale Factor Converg.
 AU3146;SPC LA S     -   136,787.001 1,071,821.055   MT  0.99993669   +0 22 16.4
 AU3146;SPC LA S     -   448,775.35  3,516,466.24   sFT  0.99993669   +0 22 16.4
 AU3146;UTM  15      - 3,291,513.407   733,008.906   MT  1.00026994   +1 11 43.1
 AU3146
 AU3146                          SUPERSEDED SURVEY CONTROL
 AU3146
 AU3146  NAD 83(1986)-  29 43 55.01178(N)    090 35 27.25153(W) AD(       ) 4
 AU3146  NAD 27      -  29 43 54.25181(N)    090 35 26.94241(W) AD(       ) 3
 AU3146
 AU3146.Superseded values are not recommended for survey control.
 AU3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3146.See file dsdata.txt to determine how the superseded data were derived.
 AU3146
 AU3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3300991513(NAD 83)
 AU3146_MARKER: 53 = ELEVATED TANK
 AU3146
 AU3146  HISTORY     - Date     Condition        Report By
 AU3146  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3146
 AU3146                          STATION DESCRIPTION
 AU3146
 AU3146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3146'THE RACELAND, SOUTH COAST CORPORATION WATER TANK IS LOCATED ABOUT
 AU3146'0.5 MILE NORTH OF RACELAND AT THE RACELAND REFINERY OF THE SOUTH
 AU3146'COAST CORPORATION AND IS ALONG THE WEST SIDE OF U.S. HIGHWAY 90.
 AU3146'
 AU3146'IT IS A FOUR-LEGGED SELF SUPPORTED STEEL STRUCTURE SUPPORTING THE
 AU3146'TANK PROPER, PAINTED SILVER COLOR AND HAS AN OVERALL HEIGHT OF 150
 AU3146'FEET.
 AU3146'
 AU3146'POINT INTERSECTED WAS THE APPROXIMATE CENTER AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3139 ***********************************************************************
 AU3139  DESIGNATION -  RACELAND SUGAR REFINERY TANK
 AU3139  PID         -  AU3139
 AU3139  STATE/COUNTY-  LA/LAFOURCHE
 AU3139  USGS QUAD   -  LOCKPORT (1980)
 AU3139
 AU3139                         *CURRENT SURVEY CONTROL
 AU3139  ___________________________________________________________________
 AU3139* NAD 83(1992)-  29 43 56.02246(N)    090 35 27.69547(W)     ADJUSTED  
 AU3139* NAVD 88     -                                                        
 AU3139  **This station is located in a subsidence area (see below).
 AU3139  ___________________________________________________________________
 AU3139  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU3139  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU3139
 AU3139  HORZ ORDER  -  THIRD
 AU3139
 AU3139.The horizontal coordinates were established by classical geodetic methods
 AU3139.and adjusted by the National Geodetic Survey in January 1993..
 AU3139
 AU3139 ** The orthometric height has not been validated since last determined
 AU3139 ** by differential leveling and should not be used for control purposes.
 AU3139 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3139 ** area with valid NAVD 88 orthometric heights.
 AU3139 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3139 ** epoch indicated which incorporates improved geoid heights for the
 AU3139 ** Southern Louisiana Subsidence area.
 AU3139 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3139
 AU3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3139
 AU3139.The geoid height was determined by GEOID03.
 AU3139
 AU3139;                    North         East     Units Scale Factor Converg.
 AU3139;SPC LA S     -   136,818.573 1,071,808.873   MT  0.99993667   +0 22 16.2
 AU3139;SPC LA S     -   448,878.93  3,516,426.28   sFT  0.99993667   +0 22 16.2
 AU3139;UTM  15      - 3,291,544.810   732,996.267   MT  1.00026986   +1 11 42.9
 AU3139
 AU3139                          SUPERSEDED SURVEY CONTROL
 AU3139
 AU3139  NAD 83(1986)-  29 43 56.04210(N)    090 35 27.69938(W) AD(       ) 4
 AU3139  NAD 27      -  29 43 55.28313(N)    090 35 27.38760(W) AD(       ) 3
 AU3139
 AU3139.Superseded values are not recommended for survey control.
 AU3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3139.See file dsdata.txt to determine how the superseded data were derived.
 AU3139
 AU3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3299691545(NAD 83)
 AU3139_MARKER: 51 = TANK
 AU3139
 AU3139  HISTORY     - Date     Condition        Report By
 AU3139  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3139
 AU3139                          STATION DESCRIPTION
 AU3139
 AU3139'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3011 ***********************************************************************
 AU3011  DESIGNATION -  RACK
 AU3011  PID         -  AU3011
 AU3011  STATE/COUNTY-  LA/LAFOURCHE
 AU3011  USGS QUAD   -  BAY COURANT (1994)
 AU3011
 AU3011                         *CURRENT SURVEY CONTROL
 AU3011  ___________________________________________________________________
 AU3011* NAD 83(1992)-  29 17 49.59431(N)    090 20 36.03251(W)     ADJUSTED  
 AU3011* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3011  **This station is located in a subsidence area (see below).
 AU3011  ___________________________________________________________________
 AU3011  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AU3011  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AU3011
 AU3011  HORZ ORDER  -  SECOND
 AU3011
 AU3011.The horizontal coordinates were established by classical geodetic methods
 AU3011.and adjusted by the National Geodetic Survey in January 1993..
 AU3011
 AU3011 ** The orthometric height has not been validated since last determined
 AU3011 ** by differential leveling and should not be used for control purposes.
 AU3011 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3011 ** area with valid NAVD 88 orthometric heights.
 AU3011 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3011 ** epoch indicated which incorporates improved geoid heights for the
 AU3011 ** Southern Louisiana Subsidence area.
 AU3011 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3011.The orthometric height was scaled from a topographic map.
 AU3011
 AU3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3011
 AU3011.The geoid height was determined by GEOID03.
 AU3011
 AU3011;                    North         East     Units Scale Factor Converg.
 AU3011;SPC LA S     -    88,772.768 1,096,185.354   MT  1.00000061   +0 29 42.0
 AU3011;SPC LA S     -   291,248.66  3,596,401.45   sFT  1.00000061   +0 29 42.0
 AU3011;UTM  15      - 3,243,832.520   758,063.376   MT  1.00042185   +1 18 02.6
 AU3011
 AU3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3011!SPC LA S     -   1.00000383  x   1.00000061  =   1.00000444
 AU3011!UTM  15      -   1.00000383  x   1.00042185  =   1.00042568
 AU3011
 AU3011|---------------------------------------------------------------------|
 AU3011| PID    Reference Object                     Distance      Geod. Az  |
 AU3011|                                                           dddmmss.s |
 AU3011| DD7988 RACK RM 2                            21.185 METERS 04721     |
 AU3011| AU2938 OIL                                 APPROX.14.0 KM 1111507.6 |
 AU3011| AU3016 HUMP 1934                           APPROX. 6.3 KM 3105246.1 |
 AU3011| DD7987 RACK RM 1                            17.648 METERS 33559     |
 AU3011|---------------------------------------------------------------------|
 AU3011
 AU3011                          SUPERSEDED SURVEY CONTROL
 AU3011
 AU3011  NAD 83(1986)-  29 17 49.61062(N)    090 20 36.04273(W) AD(       ) 2
 AU3011  NAD 27      -  29 17 48.79700(N)    090 20 35.74600(W) AD(       ) 2
 AU3011
 AU3011.Superseded values are not recommended for survey control.
 AU3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3011.See file dsdata.txt to determine how the superseded data were derived.
 AU3011
 AU3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5806343833(NAD 83)
 AU3011_MARKER: DS = TRIANGULATION STATION DISK
 AU3011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3011_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3011
 AU3011  HISTORY     - Date     Condition        Report By
 AU3011  HISTORY     - 1934     MONUMENTED       CGS
 AU3011  HISTORY     - 1948     GOOD             LOCENG
 AU3011  HISTORY     - 1952     GOOD             CGS
 AU3011  HISTORY     - 1965     GOOD             CGS
 AU3011
 AU3011                          STATION DESCRIPTION
 AU3011
 AU3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3011'STATION IS AT THE NORTHERN END OF LAKE RACCOURCI, ON THE
 AU3011'POINT OF MARSH LAND MAKING TO THE S BETWEEN DEEP LAKE AND
 AU3011'CHINAMAN BAYOU, AND ABOUT 0.1 MILE SW FROM A FISHERMANS SHACK
 AU3011'ON THE W BANK OF CHINAMAN BAYOU.
 AU3011'
 AU3011'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3011'SET IN CONCRETE IN THE CENTER OF THE TOP OF TILES.
 AU3011'
 AU3011'REFERENCE MARK NO. 1 IS 17.648 METERS (57.90 FEET) FROM THE
 AU3011'STATION N 24 DEG 01 MIN W.
 AU3011'
 AU3011'REFERENCE MARK NO. 2 IS 21.185 METERS (69.50 FEET) FROM THE
 AU3011'STATION N 47 DEG 21 MIN E.
 AU3011
 AU3011                          STATION RECOVERY (1948)
 AU3011
 AU3011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 AU3011'LETTER OF MARINE EXPLORATION CO., INC., HOUMA, LA., DATED
 AU3011'1/27/48--
 AU3011'
 AU3011'OUR FIELD SURVEYING PARTY FOUND THE TRIANGULATION STATION
 AU3011'IN GOOD CONDITION.
 AU3011
 AU3011                          STATION RECOVERY (1952)
 AU3011
 AU3011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3011'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3011'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3011'
 AU3011'STATION IS LOCATED ON THE POINT ON THE N SIDE OF CHINOIS
 AU3011'PASS BETWEEN CHINAMAN BAYOU AND DEEP LAKE, ABOUT 1 MI. N OF
 AU3011'THE N END OF LAKE RACCOURCI, AND 2 FT. S OF A 4- BY 4-IN.
 AU3011'WOODEN WITNESS POST.  THE APPARENT SHORELINE IS 125 FT.
 AU3011'N 71 DEG E (MAGNETIC), AND 143 FT. 82 DEG W
 AU3011'(MAGNETIC).  IT IS A STANDARD DISK, STAMPED RACK 1934 AND
 AU3011'SET IN CONCRETE IN THE TOP OF AN 8-IN. TILE PROJECTING 1 IN.
 AU3011'ABOVE THE GROUND.  AT THE TIME THAT THE STATION WAS VISITED,
 AU3011'THERE WAS A 12-FT. STAND IN PLACE OVER THE STATION.
 AU3011'
 AU3011'REFERENCE MARK 1 IS 17.648 M. (57.90 FT.) FROM THE STATION
 AU3011'N 24 DEG 01 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU3011'IT IS A STANDARD DISK, STAMPED RACK 1934 NO 1 AND SET IN
 AU3011'CONCRETE IN THE TOP OF AN 8-IN. TILE 1 IN. UNDER GROUND.
 AU3011'
 AU3011'REFERENCE MARK 2 IS 21.185 M. (69.50 FT.) FROM THE STATION
 AU3011'N 47 DEG 21 MIN E (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU3011'IT IS A STANDARD DISK, STAMPED RACK 1934 NO 2 AND SET IN
 AU3011'CONCRETE IN THE TOP OF AN 8-IN. TILE FLUSH WITH THE GROUND.
 AU3011
 AU3011                          STATION RECOVERY (1965)
 AU3011
 AU3011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3011'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 AU3011'CONDITION.  IT IS WEST OF A 1-1/4 INCH PIPE WITNESS POST AND
 AU3011'SIGN, ABOUT 55 FEET EAST OF THE WEST SHORE, 100 FEET WEST
 AU3011'OF THE EAST SHORE, 150 FEET NORTH OF THE SOUTH POINT OF
 AU3011'THE ISLAND.
 AU3011'
 AU3011'REFERENCE MARKS 1 AND 2 WERE REARCHED FOR BUT NOT FOUND.
 AU3011'
 AU3011'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4284 ***********************************************************************
 BJ4284  DESIGNATION -  RADIO STATION WWL NORTH MAST
 BJ4284  PID         -  BJ4284
 BJ4284  STATE/COUNTY-  LA/JEFFERSON
 BJ4284  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4284
 BJ4284                         *CURRENT SURVEY CONTROL
 BJ4284  ___________________________________________________________________
 BJ4284* NAD 83(1992)-  30 02 20.90336(N)    090 14 36.80226(W)     ADJUSTED  
 BJ4284* NAVD 88     -                                                        
 BJ4284  **This station is located in a subsidence area (see below).
 BJ4284  ___________________________________________________________________
 BJ4284  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4284  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4284
 BJ4284  HORZ ORDER  -  THIRD
 BJ4284
 BJ4284.The horizontal coordinates were established by classical geodetic methods
 BJ4284.and adjusted by the National Geodetic Survey in January 1993..
 BJ4284
 BJ4284 ** The orthometric height has not been validated since last determined
 BJ4284 ** by differential leveling and should not be used for control purposes.
 BJ4284 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4284 ** area with valid NAVD 88 orthometric heights.
 BJ4284 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4284 ** epoch indicated which incorporates improved geoid heights for the
 BJ4284 ** Southern Louisiana Subsidence area.
 BJ4284 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4284
 BJ4284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4284
 BJ4284.The geoid height was determined by GEOID03.
 BJ4284
 BJ4284;                    North         East     Units Scale Factor Converg.
 BJ4284;SPC LA S     -   171,104.611 1,105,097.891   MT  0.99992597   +0 32 41.6
 BJ4284;SPC LA S     -   561,365.71  3,625,642.00   sFT  0.99992597   +0 32 41.6
 BJ4284;UTM  15      - 3,326,324.558   765,799.756   MT  1.00047174   +1 22 50.4
 BJ4284
 BJ4284                          SUPERSEDED SURVEY CONTROL
 BJ4284
 BJ4284  NAD 83(1986)-  30 02 20.91938(N)    090 14 36.80041(W) AD(       ) 4
 BJ4284  NAD 27      -  30 02 20.19200(N)    090 14 36.52689(W) AD(       ) 3
 BJ4284
 BJ4284.Superseded values are not recommended for survey control.
 BJ4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4284.See file dsdata.txt to determine how the superseded data were derived.
 BJ4284
 BJ4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6580026325(NAD 83)
 BJ4284_MARKER: 42 = RADIO/TV MAST
 BJ4284
 BJ4284  HISTORY     - Date     Condition        Report By
 BJ4284  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4284  HISTORY     - 1966     GOOD             CGS
 BJ4284  HISTORY     - 1972     GOOD             NGS
 BJ4284  HISTORY     - 1974     GOOD             NGS
 BJ4284  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 BJ4284  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 BJ4284
 BJ4284                          STATION DESCRIPTION
 BJ4284
 BJ4284'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4284'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF KENNER AND
 BJ4284'JUST SOUTH OF THE DIKE NEAR THE SOUTH SHORE OF LAKE PONTCHARTRAIN.
 BJ4284'IT IS THE NORTH ONE OF TWO MASTS OF IDENTICAL HEIGHT AND
 BJ4284'DESIGN AND IS OWNED BY RADIO STATION W W L OF NEW ORLEANS.
 BJ4284'
 BJ4284'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY MANY GUY CABLES,
 BJ4284'IS PAINTED ALTERNATELY RED AND WHITE, HAS A LARGE HEXAGON
 BJ4284'SHAPED ANTENNA AT THE TOP OF THE MAST PROPER AND HAS AN
 BJ4284'OVER-ALL HEIGHT OF 400.0 FEET.
 BJ4284'
 BJ4284'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST
 BJ4284'PROPER.
 BJ4284
 BJ4284                          STATION RECOVERY (1966)
 BJ4284
 BJ4284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ4284'THE MAST WAS FOUND AS DESCRIBED.
 BJ4284
 BJ4284                          STATION RECOVERY (1972)
 BJ4284
 BJ4284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4284'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 BJ4284'DESCRIPTION IS ADEQUATE.
 BJ4284'
 BJ4284'POINT INTERSECTED WAS THE LIGHT AT THE TOP.
 BJ4284
 BJ4284                          STATION RECOVERY (1974)
 BJ4284
 BJ4284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 BJ4284'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BJ4284'
 BJ4284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 BJ4284'CITY OF KENNER
 BJ4284
 BJ4284                          STATION RECOVERY (1995)
 BJ4284
 BJ4284'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4284'MARK NOT FOUND.
 BJ4284
 BJ4284                          STATION RECOVERY (2003)
 BJ4284
 BJ4284'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 BJ4284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4283 ***********************************************************************
 BJ4283  DESIGNATION -  RADIO STATION WWL SOUTH MAST
 BJ4283  PID         -  BJ4283
 BJ4283  STATE/COUNTY-  LA/JEFFERSON
 BJ4283  USGS QUAD   -  INDIAN BEACH (1992)
 BJ4283
 BJ4283                         *CURRENT SURVEY CONTROL
 BJ4283  ___________________________________________________________________
 BJ4283* NAD 83(1992)-  30 02 16.60865(N)    090 14 36.80309(W)     ADJUSTED  
 BJ4283* NAVD 88     -                                                        
 BJ4283  **This station is located in a subsidence area (see below).
 BJ4283  ___________________________________________________________________
 BJ4283  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4283  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ4283
 BJ4283  HORZ ORDER  -  THIRD
 BJ4283
 BJ4283.The horizontal coordinates were established by classical geodetic methods
 BJ4283.and adjusted by the National Geodetic Survey in January 1993..
 BJ4283
 BJ4283 ** The orthometric height has not been validated since last determined
 BJ4283 ** by differential leveling and should not be used for control purposes.
 BJ4283 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4283 ** area with valid NAVD 88 orthometric heights.
 BJ4283 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4283 ** epoch indicated which incorporates improved geoid heights for the
 BJ4283 ** Southern Louisiana Subsidence area.
 BJ4283 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4283
 BJ4283.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4283
 BJ4283.The geoid height was determined by GEOID03.
 BJ4283
 BJ4283;                    North         East     Units Scale Factor Converg.
 BJ4283;SPC LA S     -   170,972.381 1,105,099.127   MT  0.99992595   +0 32 41.6
 BJ4283;SPC LA S     -   560,931.89  3,625,646.05   sFT  0.99992595   +0 32 41.6
 BJ4283;UTM  15      - 3,326,192.288   765,802.922   MT  1.00047176   +1 22 50.2
 BJ4283
 BJ4283                          SUPERSEDED SURVEY CONTROL
 BJ4283
 BJ4283  NAD 83(1986)-  30 02 16.62470(N)    090 14 36.80110(W) AD(       ) 4
 BJ4283  NAD 27      -  30 02 15.89718(N)    090 14 36.52869(W) AD(       ) 3
 BJ4283
 BJ4283.Superseded values are not recommended for survey control.
 BJ4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4283.See file dsdata.txt to determine how the superseded data were derived.
 BJ4283
 BJ4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6580326192(NAD 83)
 BJ4283_MARKER: 42 = RADIO/TV MAST
 BJ4283
 BJ4283  HISTORY     - Date     Condition        Report By
 BJ4283  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4283  HISTORY     - 1966     GOOD             CGS
 BJ4283  HISTORY     - 1972     GOOD             NGS
 BJ4283  HISTORY     - 1974     GOOD             NGS
 BJ4283  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 BJ4283  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 BJ4283
 BJ4283                          STATION DESCRIPTION
 BJ4283
 BJ4283'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4283'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF KENNER AND
 BJ4283'JUST SOUTH OF THE DIKE NEAR THE SOUTH SHORE OF LAKE PONTCHARTRAIN.
 BJ4283'IT IS THE SOUTH ONE OF TWO MASTS OF IDENTICAL HEIGHT AND
 BJ4283'DESIGN AND IS OWNED BY RADIO STATION W W L OF NEW ORLEANS.
 BJ4283'
 BJ4283'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY MANY GUY CABLES,
 BJ4283'IS PAINTED ALTERNATELY RED AND WHITE, HAS A LARGE HEXAGON
 BJ4283'SHAPED ANTENNA AT THE TOP OF THE MAST PROPER AND HAS AN
 BJ4283'OVER-ALL HEIGHT OF 400.0 FEET.
 BJ4283'
 BJ4283'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST
 BJ4283'PROPER.
 BJ4283
 BJ4283                          STATION RECOVERY (1966)
 BJ4283
 BJ4283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ4283'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BJ4283'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4283
 BJ4283                          STATION RECOVERY (1972)
 BJ4283
 BJ4283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ4283'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 BJ4283'DESCRIPTION IS ADEQUATE.
 BJ4283'
 BJ4283'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 BJ4283
 BJ4283                          STATION RECOVERY (1974)
 BJ4283
 BJ4283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 BJ4283'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BJ4283'
 BJ4283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 BJ4283'CITY OF KENNER
 BJ4283
 BJ4283                          STATION RECOVERY (1995)
 BJ4283
 BJ4283'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ4283'MARK NOT FOUND.
 BJ4283
 BJ4283                          STATION RECOVERY (2003)
 BJ4283
 BJ4283'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 BJ4283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4851 ***********************************************************************
 BJ4851  DESIGNATION -  RAGUSA
 BJ4851  PID         -  BJ4851
 BJ4851  STATE/COUNTY-  LA/POINTE COUPEE
 BJ4851  USGS QUAD   -  ERWINVILLE (1980)
 BJ4851
 BJ4851                         *CURRENT SURVEY CONTROL
 BJ4851  ___________________________________________________________________
 BJ4851* NAD 83(1992)-  30 33 12.56123(N)    091 29 23.85840(W)     ADJUSTED  
 BJ4851* NAVD 88     -         7.     (meters)      23.     (feet)  VERTCON   
 BJ4851  ___________________________________________________________________
 BJ4851  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4851  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ4851
 BJ4851  HORZ ORDER  -  FIRST
 BJ4851
 BJ4851.The horizontal coordinates were established by classical geodetic methods
 BJ4851.and adjusted by the National Geodetic Survey in January 1993..
 BJ4851
 BJ4851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4851
 BJ4851.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4851
 BJ4851.The geoid height was determined by GEOID03.
 BJ4851
 BJ4851;                    North         East     Units Scale Factor Converg.
 BJ4851;SPC LA S     -   227,631.297   984,972.602   MT  0.99997212   -0 04 41.9
 BJ4851;SPC LA S     -   746,820.35  3,231,530.95   sFT  0.99997212   -0 04 41.9
 BJ4851;UTM  15      - 3,381,089.371   644,832.983   MT  0.99985878   +0 46 03.9
 BJ4851
 BJ4851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4851!SPC LA S     -   1.00000320  x   0.99997212  =   0.99997532
 BJ4851!UTM  15      -   1.00000320  x   0.99985878  =   0.99986198
 BJ4851
 BJ4851:                Primary Azimuth Mark                     Grid Az
 BJ4851:SPC LA S     -  RAGUSA AZ MK                             094 45 24.4
 BJ4851:UTM  15      -  RAGUSA AZ MK                             093 54 38.6
 BJ4851
 BJ4851|---------------------------------------------------------------------|
 BJ4851| PID    Reference Object                     Distance      Geod. Az  |
 BJ4851|                                                           dddmmss.s |
 BJ4851| BJ4854 RAGUSA AZ MK                        461.548 METERS 0944042.5 |
 BJ4851| CW2244 RAGUSA AZ MK                                       0944425.5 |
 BJ4851| BJ4855 RAGUSA 1935 RM 5                     16.730 METERS 17007     |
 BJ4851| BJ5112 MARINGOUIN MUNICIPAL TANK           APPROX. 7.7 KM 2015800.5 |
 BJ4851| BJ5254 CENTRAL LA SUGAR REFINERY STK       APPROX. 6.3 KM 2572622.6 |
 BJ4851| CW2246 RAGUSA RM 2                          44.379 METERS 26424     |
 BJ4851| CW2248 RAGUSA RM 4                          24.669 METERS 26832     |
 BJ4851| CW2245 RAGUSA RM 1                          50.950 METERS 32210     |
 BJ4851| CW2247 RAGUSA RM 3                          52.069 METERS 32940     |
 BJ4851|---------------------------------------------------------------------|
 BJ4851
 BJ4851                          SUPERSEDED SURVEY CONTROL
 BJ4851
 BJ4851  NAD 83(1986)-  30 33 12.57999(N)    091 29 23.85447(W) AD(       ) 1
 BJ4851  NAD 27      -  30 33 11.89300(N)    091 29 23.44200(W) AD(       ) 1
 BJ4851  NGVD 29 (07/19/86)    7.     (m)           23.     (f) VERT ANG       
 BJ4851
 BJ4851.Superseded values are not recommended for survey control.
 BJ4851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4851.See file dsdata.txt to determine how the superseded data were derived.
 BJ4851
 BJ4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4483381089(NAD 83)
 BJ4851_MARKER: DS = TRIANGULATION STATION DISK
 BJ4851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4851
 BJ4851  HISTORY     - Date     Condition        Report By
 BJ4851  HISTORY     - 1935     MONUMENTED       CGS
 BJ4851  HISTORY     - 1937     GOOD             LAGS
 BJ4851  HISTORY     - 1957     GOOD             CGS
 BJ4851  HISTORY     - 1959     GOOD             CGS
 BJ4851  HISTORY     - 1961     GOOD             CGS
 BJ4851  HISTORY     - 1965     GOOD             CGS
 BJ4851  HISTORY     - 1975     MARK NOT FOUND   NGS
 BJ4851
 BJ4851                          STATION DESCRIPTION
 BJ4851
 BJ4851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ4851'ABOUT 9 MILES SSW OF NEW ROADS, ABOUT 4 MILES E OF LIVONIA, AT
 BJ4851'THE OSCAR RAILROAD STATION (MISSOURI PACIFIC LINES) AND
 BJ4851'TORBERT POST OFFICE, ON LAND OWNED BY JOHN RAGUSA WHO OPERATES
 BJ4851'THE STORE AND POST OFFICE, 328 FEET N OF THE NE CORNER OF THE
 BJ4851'OSCAR RAILROAD STATION, 177 FEET ESE OF THE SE CORNER OF THE
 BJ4851'STORE AND POST OFFICE, 157 FEET N OF THE CENTER LINE OF STATE
 BJ4851'HIGHWAY 7, 125 FEET E OF THE CENTER LINE OF THE GRAVEL ROAD
 BJ4851'THAT LEADS N PAST THE POST OFFICE, 20 FEET N OF THE SW CORNER
 BJ4851'OF THE PASTURE, AND 20 FEET S OF THE SE CORNER OF THE
 BJ4851'PIG LOT.
 BJ4851'
 BJ4851'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE
 BJ4851'THE MARK IS SET FLUSH WITH
 BJ4851'THE SURFACE OF THE GROUND.
 BJ4851'
 BJ4851'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK SET IN
 BJ4851'CONCRETE, SET FLUSH WITH THE SURFACE,
 BJ4851'IS ON THE PIG LOT (RIGHT-OF-WAY) FENCE LINE, 24 FEET E OF THE
 BJ4851'CENTER LINE OF THE GRAVEL ROAD, 78 FEET NE OF THE SE CORNER OF
 BJ4851'THE POST OFFICE, AND 167.16 FEET (50.95 METERS) FROM THE STATION
 BJ4851'N 37 DEG 50 W.
 BJ4851'
 BJ4851'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET IN
 BJ4851'CONCRETE, SET FLUSH WITH THE SURFACE,
 BJ4851'IS 2 FEET N OF A TELEPHONE POLE, 3 FEET NE OF THE SE CORNER POST
 BJ4851'OF A SMALL PASTURE LOT, 23 FEET W OF THE CENTER LINE OF A GRAVEL
 BJ4851'ROAD, 89 FEET SSE OF THE SE CORNER OF THE POST OFFICE, 152.25
 BJ4851'FEET (46.41 METERS) SSW OF REFERENCE MARK NO. 1, AND 145.60 FEET
 BJ4851'(44.38 METERS) FROM THE STATION S 84 DEG 24 MIN W.
 BJ4851'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE.
 BJ4851'SET FLUSH WITH THE SURFACE, IS 10 FEET
 BJ4851'W OF A SMALL MAPLE TREE, 48 FEET N OF THE CENTER LINE OF THE
 BJ4851'HIGHWAY, AND APPROXIMATELY 0.35 MILE FROM THE STATION
 BJ4851'S 85 DEG 16 MIN W.
 BJ4851
 BJ4851                          STATION RECOVERY (1937)
 BJ4851
 BJ4851'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BJ4851'AS ORIGINALLY DESCRIBED WITH THE EXCEPTION OF THE FENCE UNDER WHICH
 BJ4851'THE MONUMENT WAS LOCATED HAS RECENTLY BEEN MOVED S 8.9 FEET,
 BJ4851'TOGETHER WITH THE FOLLOWING ADDITIONAL NOTES--127.3 FEET N FROM
 BJ4851'THE N EDGE OF THE 18-FOOT CONCRETE SURFACING ON THE S SIDE OF THE
 BJ4851'EMBANKMENT OF U.S. HIGHWAY 71 AND 190, 124.3 FEET E FROM THE
 BJ4851'CENTER OF THE GRAVEL ROAD LEADING N IN FRONT OF TORBERT POST
 BJ4851'OFFICE, 5.0 FEET NE FROM THE NE CORNER OF A SMALL OUT BUILDING,
 BJ4851'54.4 FEET WSW OF THE SW CORNER OF JERRYS SALOON, 71.0 FEET SW
 BJ4851'FROM THE NW CORNER OF THE SALOON, 19.5 FEET E ALONG THE FENCE
 BJ4851'FROM ITS CORNER WITH THE RIGHT-OF-WAY FENCE, 8.9 FEET N FROM THE
 BJ4851'FENCE.
 BJ4851'
 BJ4851'TO REACH THE STATION FOLLOW THE CONCRETE PAVED U.S. HIGHWAYS
 BJ4851'71 AND 190 WNW 13.9 MILES FROM THE GRAVEL ROAD CROSSING AT
 BJ4851'THE MISSOURI PACIFIC RAILROAD STATION AT WESTOVER TO THE GRAVEL
 BJ4851'ROAD CROSSING AT OSCAR STATION AND TORBERT POST OFFICE.
 BJ4851
 BJ4851                          STATION RECOVERY (1957)
 BJ4851
 BJ4851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ4851'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 BJ4851'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 BJ4851'AND IS BELIEVED TO HAVE BEEN DESTROYED BY NEW HIGHWAY
 BJ4851'CONSTRUCTION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 BJ4851'THE PUBLISHED DESCRIPTION IS INADEQUATE AND A NEW DESCRIPTION
 BJ4851'FOLLOWS--
 BJ4851'
 BJ4851'THE STATION IS LOCATED ABOUT 4 MILES E OF LIVONIA AT THE
 BJ4851'INTERSECTION OF U.S. HIGHWAY 190 AND LA. STATE HIGHWAY 978 ON
 BJ4851'LAND OWNED BY JOHN ROGUSE, 144 FT. N OF THE CENTERLINE OF U.S.
 BJ4851'HIGHWAY 190 (4 LANE), 20 FT. N OF FENCE, 50.3 FT. SE OF THE
 BJ4851'SE CORNER OF WOODEN FRAME HOUSE, 69 FT. E OF A CHINA BERRY
 BJ4851'TREE AND 125 FT. E OF THE CENTERLINE OF LA. STATE HIGHWAY 978.
 BJ4851'
 BJ4851'STATION MARK IS STAMPED RAGUSE 1935 AND PROJECTS 1 INCH.
 BJ4851'REFERENCE MARK NO. 1 IS NW OF THE STATION, 24 FT. E OF THE
 BJ4851'CENTERLINE OF LA. STATE HIGHWAY 978, 3 FT. E OF FENCE LINE, AND
 BJ4851'78 FT. NE OF THE SE CORNER OF BUILDING ON W SIDE OF ROAD
 BJ4851'(FORMERLY THE POST OFFICE).
 BJ4851'
 BJ4851'A STANDARD REFERENCE MARK STAMPED RAGUSE 1935 NO 1 PROJECTING
 BJ4851'2 INCHES.
 BJ4851'
 BJ4851'REFERENCE MARK NO. 2 IS W OF THE STATION 126 FT. N OF THE
 BJ4851'CENTERLINE OF HIGHWAY 190, 89 FT. S OF SE CORNER OF BUILDING
 BJ4851'(FORMERLY THE POST OFFICE), 22 FT. W OF THE CENTERLINE OF LA.
 BJ4851'STATE HIGHWAY 978 AND 11 FT. SE OF A TELEPHONE POLE.
 BJ4851'
 BJ4851'A STANDARD REFERENCE MARK DISK STAMPED RAGUSE 1935 NO 2 SET
 BJ4851'FLUSH WITH THE GROUND.
 BJ4851
 BJ4851                          STATION RECOVERY (1959)
 BJ4851
 BJ4851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BJ4851'THE STATION WAS SEARCHED FOR 12-15-59 AND THE STATION MARK AND
 BJ4851'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BJ4851'THE AZIMUTH MARK HAD BEEN DESTROYED PRIOR TO THIS DATE BY ROAD
 BJ4851'CONSTRUCTION ON U.S. HIGHWAY 190.  A NEW DESCRIPTION FOLLOWS--
 BJ4851'
 BJ4851'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF NEW
 BJ4851'ROADS, 4 MILES EAST OF LIVONIA, AT THE SITE OF THE OLD TORBERT
 BJ4851'POST OFFICE (NOW ABANDONDED) AND IN THE NORTHEAST ANGLE OF THE
 BJ4851'JUNCTION OF U.S. HIGHWAY 190 AND STATE HIGHWAY 978.  IT IS ON
 BJ4851'PROPERTY OWNED BY MR. JOHN RAGUSA, IN A GARDEN PLOT SOUTH OF A
 BJ4851'HOUSE, 131 FEET NORTH OF THE CENTER OF THE NORTH LANE OF U.S.
 BJ4851'HIGHWAY 190, 123 FEET EAST OF THE CENTER OF STATE HIGHWAY 978,
 BJ4851'59 FEET EAST OF A CHINABERRY TREE, 51 FEET SOUTH-SOUTHEAST OF
 BJ4851'THE SOUTHEAST CORNER OF THE WHITE FRAME HOUSE, 99 FEET EAST
 BJ4851'OF A POWER POLE, 70 FEET NORTHEAST OF A LONE OAK TREE ON THE
 BJ4851'HIGHWAY PROPERTY, AND 20 FEET NORTH OF THE RIGHT-OF-WAY
 BJ4851'FENCE LINE.  IT IS A STANDARD DISK, STAMPED RAGUSA 1935,
 BJ4851'FLUSH WITH THE GROUND.
 BJ4851'
 BJ4851'REFERENCE MARK NO. 1 IS 167.16 FEET NORTHWEST OF THE STATION,
 BJ4851'24 FEET EAST OF THE CENTER OF STATE HIGHWAY 978, 3 FEET EAST OF
 BJ4851'A FENCE LINE, 66.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BJ4851'THE OLD POST OFFICE BUILDING, 94 FEET NORTH-NORTHWEST OF THE
 BJ4851'NORTH WEST CORNER OF SMALL WHITE HOUSE, 25 FEET NORTH OF
 BJ4851'THE CENTER OF THE GATE INTO A FIELD AND 1 FOOT EAST OF A METAL
 BJ4851'WITNESS POST.  IT IS A STANDARD DISK, STAMPED RAGUSA NO 1 1935,
 BJ4851'FLUSH WITH THE GROUND.
 BJ4851'
 BJ4851'REFERENCE MARK NO. 2 IS 145.60 FEET WEST OF THE STATION,
 BJ4851'23 FEET WEST OF THE CENTER OF STATE HIGHWAY 978, 112 FEET NORTH
 BJ4851'OF THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 190, 11 FEET
 BJ4851'SOUTHEAST OF A TELEPHONE POLE, 90 FEET SOUTH OF THE SOUTHEAST
 BJ4851'CORNER OF THE OLD POST OFFICE BUILDING, 11 FEET EAST OF A
 BJ4851'FENCE CORNER, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 BJ4851'STANDARD DISK, STAMPED RAGUSA NO 2 1935, FLUSH WITH THE GROUND.
 BJ4851'
 BJ4851'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 152.25
 BJ4851'FEET.
 BJ4851'
 BJ4851'TO REACH THE STATION FROM THE WEST END OF THE MISSISSIPPI
 BJ4851'RIVER BRIDGE ON U.S. HIGHWAY 190 IN BATON ROUGE GO WEST ON
 BJ4851'U.S. HIGHWAY 190 FOR 17.1 MILES TO THE JUNCTION WITH STATE
 BJ4851'HIGHWAY 978 AND THE STATION IN THE NORTHEAST ANGLE OF THE
 BJ4851'JUNCTION.
 BJ4851
 BJ4851                          STATION RECOVERY (1961)
 BJ4851
 BJ4851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 BJ4851'THE STATION WAS VISITED 4-18-61 AND THE STATION MARK AND
 BJ4851'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BJ4851'THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE.  DUE TO
 BJ4851'ROAD CONSTRUCTION REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED
 BJ4851'AND REFERENCE MARK NO. 3 AND 4 WERE ESTABLISHED.  THE DISKS FOR
 BJ4851'NO. 1 AND NO. 2 WERE RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 BJ4851'
 BJ4851'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF NEW
 BJ4851'ROADS, 4 MILES EAST OF LIVONIA AT THE SITE OF THE OLD TARBERT
 BJ4851'POST OFFICE (NOW ABANDONDED) IN THE NORTHEAST ANGLE OF THE
 BJ4851'JUNCTION OF U.S. HIGHWAY 190 AND STATE HIGHWAY 978, ON PROPERTY
 BJ4851'OWNED BY JOHN RAGUSE AND IN A GARDEN PLOT SOUTH OF THE HOUSE.
 BJ4851'IT IS 131 FEET NORTH OF THE CENTER OF THE NORTH LANE OF U.S.
 BJ4851'HIGHWAY 190, 121 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BJ4851'978, 80 FEET EAST OF A FENCE LINE, 69 FEET EAST OF A CHINA
 BJ4851'BERRY TREE, 50 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 BJ4851'OF A HOUSE, 81 FEET EAST OF A POWER POLE, 42 FEET SOUTHEAST
 BJ4851'OF A WATER PIPE A FAUCET, 70 FEET NORTHEAST OF A LONE LIVE
 BJ4851'OAK TREE ON THE HIGHWAY RIGHT-OF-WAY, AND 20 FEET NORTH OF
 BJ4851'THE RIGHT-OF-WAY FENCELINE.  IT IS A STANDARD DISK, STAMPED
 BJ4851'RAGUSE 1935, FLUSH WITH THE GROUND.
 BJ4851'
 BJ4851'REFERENCE MARK NO. 3 IS 170.83 FEET NORTHWEST OF THE STATION, 1
 BJ4851'FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE, 249 FEET NORTH OF
 BJ4851'THE CENTERLINE OF U.S. HIGHWAY 190, 39 FEET EAST OF THE
 BJ4851'CENTERLINE OF STATE HIGHWAY 978, 49 FEET NORTH OF THE NORTH END
 BJ4851'OF A METAL GATE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BJ4851'IT IS A STANDARD DISK, STAMPED RAGUSE NO 3 1935, PROJECTING
 BJ4851'4 INCHES.
 BJ4851'
 BJ4851'REFERENCE MARK NO. 4 IS 80.92 FEET WEST OF THE STATION, 140
 BJ4851'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 190, 39 FEET EAST OF THE
 BJ4851'CENTERLINE OF STATE HIGHWAY 978, 1 FOOT WEST OF THE RIGHT-OF-WAY
 BJ4851'FENCE LINE, 15 FEET NORTH OF A FENCE CORNER, 32 FEET SOUTHWEST OF
 BJ4851'THE SOUTHWEST CORNER OF THE WHITE HOUSE, 26 FEET SOUTH OF
 BJ4851'THE SMALL GATE IN THE FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 BJ4851'POST.  IT IS A STANDARD DISK, STAMPED RAGUSE NO 4 1935,
 BJ4851'PROJECTING 4 INCHES.
 BJ4851'
 BJ4851'TO REACH THE STATION FROM THE WEST END OF THE MISSISSIPPI
 BJ4851'RIVER BRIDGE IN BATON ROUGE, GO WEST ON U.S. HIGHWAY 190 FOR
 BJ4851'17.1 MILES TO THE JUNCTION WITH STATE HIGHWAY 978 AND THE MARK IN
 BJ4851'THE NORTHEAST ANGLE OF THE JUNCTION.
 BJ4851
 BJ4851                          STATION RECOVERY (1965)
 BJ4851
 BJ4851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EGC)
 BJ4851'STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND ARE
 BJ4851'IN GOOD CONDITION.
 BJ4851'
 BJ4851'REFERENCE MARK NUMBER 3 IS OBSTRUCTED TO THE STATION MARK BY
 BJ4851'AN EXTENSION WHICH HAS BEEN ADDED ON TO THE HOUSE AT THE
 BJ4851'STATION SITE.
 BJ4851'
 BJ4851'THE AZIMUTH MARK WAS REPORTED DESTROYED IN THE 1961 RECOVERY
 BJ4851'NOTE OF THE STATION AND WAS NOT RESET.
 BJ4851'
 BJ4851'A POWERLINE IS TOO CLOSE TO THE STATION MARK TO ERECT A
 BJ4851'STEEL TOWER, THEREFORE A REFERENCE MARK NUMBER 5 WAS ESTABLISHED
 BJ4851'AND OBSERVATIONS TO THE DISTANT STATIONS WERE MADE FROM A
 BJ4851'STEEL TOWER ERECTED OVER THE MARK.
 BJ4851'
 BJ4851'A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS A STANDARD
 BJ4851'AZIMUTH MARK DISK, STAMPED RAGUSA 1935 AZ 2 1966, SET IN THE
 BJ4851'TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 BJ4851'OF THE GROUND.  MARK IS 49 FEET NORTH OF THE CENTER OF THE
 BJ4851'WEST BOUND LANE OF U.S. HIGHWAY 190, 23.5 FEET NORTH-NORTHWEST
 BJ4851'OF A 20-INCH OAK TREE AND 2.0 FEET WEST OF A METAL WITNESS POST.
 BJ4851'
 BJ4851'REFERENCE MARK NUMBER 5 IS A STANDARD REFERENCE MARK DISK,
 BJ4851'STAMPED RAGUSA 1935 NO 5 1966, SET IN THE TOP OF A ROUND
 BJ4851'CONCRETE MONUMENT THAT IS ABOUT 1 INCH BELOW THE SURFACE OF
 BJ4851'THE GROUND.  A SUBSURFACE DISK WAS SET ABOUT 3-1/2 FEET BELOW
 BJ4851'THE SURFACE OF THE GROUND AND IS STAMPED THE SAME AS THE SURFACE
 BJ4851'DISK.  MARK IS 131-1/2 FEET EAST OF THE CENTER STATE HIGHWAY
 BJ4851'978, 79 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 BJ4851'U.S. HIGHWAY 190, 56.5 FEET EAST OF A 30-INCH OAK TREE AND
 BJ4851'34.3 FEET SOUTH OF AN EAST-WEST FENCE LINE AROUND YARD OF THE
 BJ4851'HOUSE AT STATION SITE.
 BJ4851'
 BJ4851'STATION MARK IS STAMPED RAGUSA 1935 AND THE MARK IS FLUSH
 BJ4851'WITH THE SURFACE OF THE GROUND.  MARK IS 133 FEET NORTH OF
 BJ4851'THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 190, 122-1/2
 BJ4851'FEET EAST OF THE CENTER OF STATE HIGHWAY 978, 49.4 FEET
 BJ4851'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOOD FRAME
 BJ4851'HOUSE, 81.6 FEET EAST OF A POWERLINE POLE 52 A AND 21.2 FEET
 BJ4851'NORTH-NORTHWEST OF A T-FENCE CORNER.
 BJ4851'
 BJ4851'REFERENCE MARK NUMBER 4 IS STAMPED RAGUSA NO 4 1935 AND THE
 BJ4851'MARK PROJECTS ABOUT 4 INCHES.  MARK IS 41-1/2 FEET EAST OF
 BJ4851'THE CENTER OF HIGHWAY 978, 31.6 FEET SOUTHWEST OF THE
 BJ4851'SOUTHWEST CORNER OF THE WOOD FRAME HOUSE, 15.2 FEET NORTH
 BJ4851'OF A FENCE CORNER, 4.7 FEET NORTH OF POWERLINE POLE 52A 1.3
 BJ4851'FEET NORTH OF A METAL WITNESS POST AND 1/2 FOOT WEST OF A
 BJ4851'NORTH-SOUTH FENCELINE AROUND THE YARD.
 BJ4851'
 BJ4851'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4851'
 BJ4851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4851'4 MILES EAST OF LIVONIA.
 BJ4851
 BJ4851                          STATION RECOVERY (1975)
 BJ4851
 BJ4851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 BJ4851'NO MARKS WERE RECOVERED AT THIS STATION BECAUSE IT IS IN A
 BJ4851'POOR LOCATION FOR USE AS A GEOCEIVER SITE.
 BJ4851'
 BJ4851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST
 BJ4851'OF LIVONIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4855 ***********************************************************************
 BJ4855  DESIGNATION -  RAGUSA 1935 RM 5
 BJ4855  PID         -  BJ4855
 BJ4855  STATE/COUNTY-  LA/POINTE COUPEE
 BJ4855  USGS QUAD   -  ERWINVILLE (1980)
 BJ4855
 BJ4855                         *CURRENT SURVEY CONTROL
 BJ4855  ___________________________________________________________________
 BJ4855* NAD 83(1992)-  30 33 12.02602(N)    091 29 23.75066(W)     ADJUSTED  
 BJ4855* NAVD 88     -         5.66   (+/-2cm)      18.6    (feet)  VERTCON   
 BJ4855  ___________________________________________________________________
 BJ4855  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4855  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ4855
 BJ4855  HORZ ORDER  -  FIRST
 BJ4855  VERT ORDER  -  THIRD ? (See Below)
 BJ4855
 BJ4855.The horizontal coordinates were established by classical geodetic methods
 BJ4855.and adjusted by the National Geodetic Survey in January 1993..
 BJ4855
 BJ4855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4855.The vertical order pertains to the NGVD 29 superseded value.
 BJ4855
 BJ4855.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4855
 BJ4855.The geoid height was determined by GEOID03.
 BJ4855
 BJ4855;                    North         East     Units Scale Factor Converg.
 BJ4855;SPC LA S     -   227,614.812   984,975.450   MT  0.99997209   -0 04 41.9
 BJ4855;SPC LA S     -   746,766.26  3,231,540.29   sFT  0.99997209   -0 04 41.9
 BJ4855;UTM  15      - 3,381,072.931   644,836.075   MT  0.99985879   +0 46 03.9
 BJ4855
 BJ4855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4855!SPC LA S     -   1.00000341  x   0.99997209  =   0.99997550
 BJ4855!UTM  15      -   1.00000341  x   0.99985879  =   0.99986220
 BJ4855
 BJ4855:                Primary Azimuth Mark                     Grid Az
 BJ4855:SPC LA S     -  RAGUSA AZ MK                             092 43 44.5
 BJ4855:UTM  15      -  RAGUSA AZ MK                             091 52 58.7
 BJ4855
 BJ4855|---------------------------------------------------------------------|
 BJ4855| PID    Reference Object                     Distance      Geod. Az  |
 BJ4855|                                                           dddmmss.s |
 BJ4855| BJ4854 RAGUSA AZ MK                        457.628 METERS 0923902.6 |
 BJ4855|---------------------------------------------------------------------|
 BJ4855
 BJ4855                          SUPERSEDED SURVEY CONTROL
 BJ4855
 BJ4855  NAD 83(1986)-  30 33 12.04470(N)    091 29 23.74671(W) AD(       ) 1
 BJ4855  NAD 27      -  30 33 11.35778(N)    091 29 23.33430(W) AD(       ) 1
 BJ4855  NGVD 29 (07/19/86)    5.65   (m)           18.5    (f) LEVELING    3  
 BJ4855
 BJ4855.Superseded values are not recommended for survey control.
 BJ4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4855.See file dsdata.txt to determine how the superseded data were derived.
 BJ4855
 BJ4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4483681073(NAD 83)
 BJ4855_MARKER: DR = REFERENCE MARK DISK
 BJ4855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4855+STABILITY: SURFACE MOTION
 BJ4855
 BJ4855  HISTORY     - Date     Condition        Report By
 BJ4855  HISTORY     - 1966     MONUMENTED       CGS
 BJ4855
 BJ4855                          STATION DESCRIPTION
 BJ4855
 BJ4855'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4855'STATION IS LOCATED ABOUT 4 MILES EAST OF LIVONIA, 5-1/4
 BJ4855'MILES EAST-NORTHEAST OF ERWINVILLE, ON U.S. HIGHWAY 190
 BJ4855'RIGHT-OF-WAY, IN THE NORTH 1/2 OF SECTION 18.  R 9 E.  T 5 S,
 BJ4855'131 FEET EAST OF THE CENTER OF STATE HIGHWAY 978, 79 FEET NORTH
 BJ4855'OF THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 190, 56.5
 BJ4855'FEET EAST OF A 30-INCH OAK TREE AND 34.3 FEET SOUTH OF AN
 BJ4855'EAST-WEST FENCELINE WHICH IS AROUND A YARD TO A WOOD FRAME
 BJ4855'HOUSE AT THE STATION SITE.
 BJ4855'
 BJ4855'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ4855'STATE HIGHWAY 413 IN ERWINVILLE.  GO WESTERLY ON HIGHWAY
 BJ4855'190 FOR 1.85 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BJ4855'1.  CONTINUE WEST ON HIGHWAY 190 FOR 2.9 MILES TO THE AZIMUTH
 BJ4855'MARK ON THE RIGHT, NORTH SIDE OF THE HIGHWAY.  CONTINUE WEST
 BJ4855'ON HIGHWAY 190 FOR 0.3 TO THE STATION MARK ON THE RIGHT,
 BJ4855'NORTH SIDE OF THE HIGHWAY, AS DESCRIBED ABOVE.
 BJ4855'
 BJ4855'STATION MARK DISK IS A STANDARD REFERENCE MARK DISK, STAMPED
 BJ4855'RAGUSA 1935 NO 5 1966, SET IN THE TOP OF A ROUND CONCRETE
 BJ4855'MONUMENT WHICH IS ABOUT 1 INCH BELOW THE SURFACE OF
 BJ4855'THE GROUND.  A SUB-SURFACE REFERENCE MARK DISK WAS SET ABOUT
 BJ4855'3-1/2 FEET BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 BJ4855'STAMPED THE SAME AS THE SURFACE DISK.
 BJ4855'
 BJ4855'THE 1935 STATION MARK DISK IS STAMPED RAGUSA 1935 AND THE MARK
 BJ4855'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 133 FEET
 BJ4855'NORTH OF THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY
 BJ4855'190, 122 FEET EAST OF THE CENTER OF STATE HIGHWAY 978, 81.6
 BJ4855'FEET EAST OF A POWERLINE POLE 52 A, 49.4 FEET SOUTH-SOUTHEAST
 BJ4855'OF THE SOUTHEAST CORNER OF THE WOOD FRAME HOUSE AT THE STATION
 BJ4855'SITE AND 21.2 FEET NORTH-NORTHWEST OF A FENCE CORNER.
 BJ4855'
 BJ4855'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED
 BJ4855'RAGUSA 1935 AZ 2 1966, SET IN THE TOP OF A ROUND CONCRETE
 BJ4855'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS
 BJ4855'49 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 BJ4855'U.S. HIGHWAY 190, 23.5 FEET NORTH-NORTHWEST OF A 20-INCH OAK TREE
 BJ4855'AND 2.0 FEET WEST OF A METAL WITNESS POST.
 BJ4855'
 BJ4855'A TRAVERSE CONNECTION WAS MADE TO STATION RAGUSA 1935.
 BJ4855'
 BJ4855'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 BJ4855'
 BJ4855'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4854 ***********************************************************************
 BJ4854  DESIGNATION -  RAGUSA AZ MK
 BJ4854  PID         -  BJ4854
 BJ4854  STATE/COUNTY-  LA/POINTE COUPEE
 BJ4854  USGS QUAD   -  ERWINVILLE (1980)
 BJ4854
 BJ4854                         *CURRENT SURVEY CONTROL
 BJ4854  ___________________________________________________________________
 BJ4854* NAD 83(1992)-  30 33 11.33845(N)    091 29 06.59845(W)     ADJUSTED  
 BJ4854* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 BJ4854  ___________________________________________________________________
 BJ4854  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ4854  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ4854
 BJ4854  HORZ ORDER  -  SECOND
 BJ4854
 BJ4854.The horizontal coordinates were established by classical geodetic methods
 BJ4854.and adjusted by the National Geodetic Survey in January 1993..
 BJ4854
 BJ4854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4854
 BJ4854.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4854
 BJ4854.The geoid height was determined by GEOID03.
 BJ4854
 BJ4854;                    North         East     Units Scale Factor Converg.
 BJ4854;SPC LA S     -   227,593.024   985,432.547   MT  0.99997206   -0 04 33.3
 BJ4854;SPC LA S     -   746,694.78  3,233,039.95   sFT  0.99997206   -0 04 33.3
 BJ4854;UTM  15      - 3,381,057.897   645,293.391   MT  0.99986042   +0 46 12.7
 BJ4854
 BJ4854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4854!SPC LA S     -   1.00000346  x   0.99997206  =   0.99997552
 BJ4854!UTM  15      -   1.00000346  x   0.99986042  =   0.99986388
 BJ4854
 BJ4854                          SUPERSEDED SURVEY CONTROL
 BJ4854
 BJ4854  NAD 83(1986)-  30 33 11.35712(N)    091 29 06.59450(W) AD(       ) 2
 BJ4854  NAD 27      -  30 33 10.67035(N)    091 29 06.18258(W) AD(       ) 2
 BJ4854  NGVD 29 (07/19/86)    5.3    (m)           17.     (f) VERT ANG       
 BJ4854
 BJ4854.Superseded values are not recommended for survey control.
 BJ4854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4854.See file dsdata.txt to determine how the superseded data were derived.
 BJ4854
 BJ4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4529381058(NAD 83)
 BJ4854_MARKER: DZ = AZIMUTH MARK DISK
 BJ4854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4854+STABILITY: SURFACE MOTION
 BJ4854
 BJ4854  HISTORY     - Date     Condition        Report By
 BJ4854  HISTORY     - 1965     MONUMENTED       CGS
 BJ4854
 BJ4854                          STATION DESCRIPTION
 BJ4854
 BJ4854'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EGC)
 BJ4854'A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS A STANDARD AZIMUTH
 BJ4854'MARK DISK, STAMPED RAGUSA 1935 AZ 2 1966, SET IN THE TOP OF A
 BJ4854'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 BJ4854'GROUND.  MARK IS 49 FEET NORTH OF THE CENTER OF THE WEST BOUND
 BJ4854'LANE OF U.S. HIGHWAY 190, 23.5 FEET NORTH-NORTHWEST OF A 20-INCH
 BJ4854'OAK TREE AND 20.0 FEET WEST OF A METAL WITNESS POST.
 BJ4854'
 BJ4854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4854'4 MILES EAST OF LIVONIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4856 ***********************************************************************
 BJ4856  DESIGNATION -  RAGUSA RM A 1966
 BJ4856  PID         -  BJ4856
 BJ4856  STATE/COUNTY-  LA/POINTE COUPEE
 BJ4856  USGS QUAD   -  ERWINVILLE (1980)
 BJ4856
 BJ4856                         *CURRENT SURVEY CONTROL
 BJ4856  ___________________________________________________________________
 BJ4856* NAD 83(1992)-  30 33 13.47252(N)    091 29 24.08445(W)     ADJUSTED  
 BJ4856* NAVD 88     -         5.72   (+/-2cm)      18.8    (feet)  VERTCON   
 BJ4856  ___________________________________________________________________
 BJ4856  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4856  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ4856
 BJ4856  HORZ ORDER  -  FIRST
 BJ4856  VERT ORDER  -  THIRD ? (See Below)
 BJ4856
 BJ4856.The horizontal coordinates were established by classical geodetic methods
 BJ4856.and adjusted by the National Geodetic Survey in January 1993..
 BJ4856
 BJ4856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4856.The vertical order pertains to the NGVD 29 superseded value.
 BJ4856
 BJ4856.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4856
 BJ4856.The geoid height was determined by GEOID03.
 BJ4856
 BJ4856;                    North         East     Units Scale Factor Converg.
 BJ4856;SPC LA S     -   227,659.368   984,966.616   MT  0.99997216   -0 04 42.0
 BJ4856;SPC LA S     -   746,912.44  3,231,511.31   sFT  0.99997216   -0 04 42.0
 BJ4856;UTM  15      - 3,381,117.346   644,826.584   MT  0.99985875   +0 46 03.8
 BJ4856
 BJ4856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4856!SPC LA S     -   1.00000340  x   0.99997216  =   0.99997556
 BJ4856!UTM  15      -   1.00000340  x   0.99985875  =   0.99986215
 BJ4856
 BJ4856:                Primary Azimuth Mark                     Grid Az
 BJ4856:SPC LA S     -  CHENAL 2                                 058 33 57.0
 BJ4856:UTM  15      -  CHENAL 2                                 057 43 11.2
 BJ4856
 BJ4856|---------------------------------------------------------------------|
 BJ4856| PID    Reference Object                     Distance      Geod. Az  |
 BJ4856|                                                           dddmmss.s |
 BJ4856| BJ4853 CHENAL 2                            APPROX.11.4 KM 0582915.0 |
 BJ4856| BJ4855 RAGUSA 1935 RM 5                     45.425 METERS 16842     |
 BJ4856|---------------------------------------------------------------------|
 BJ4856
 BJ4856                          SUPERSEDED SURVEY CONTROL
 BJ4856
 BJ4856  NAD 83(1986)-  30 33 13.49172(N)    091 29 24.08063(W) AD(       ) 1
 BJ4856  NAD 27      -  30 33 12.80431(N)    091 29 23.66814(W) AD(       ) 1
 BJ4856  NGVD 29 (07/19/86)    5.71   (m)           18.7    (f) LEVELING    3  
 BJ4856
 BJ4856.Superseded values are not recommended for survey control.
 BJ4856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4856.See file dsdata.txt to determine how the superseded data were derived.
 BJ4856
 BJ4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4482781117(NAD 83)
 BJ4856_MARKER: DS = TRIANGULATION STATION DISK
 BJ4856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4856+STABILITY: SURFACE MOTION
 BJ4856
 BJ4856  HISTORY     - Date     Condition        Report By
 BJ4856  HISTORY     - 1966     MONUMENTED       CGS
 BJ4856
 BJ4856                          STATION DESCRIPTION
 BJ4856
 BJ4856'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4856'STATION IS LOCATED NEAR THE SAME LOCATION AS TRIANGULATION
 BJ4856'STATION RAGUSA 1935 AND IS ON PROPERTY OWNED BY MR. JOHN RAGUSA JR..
 BJ4856'
 BJ4856'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK,
 BJ4856'THE DISK IS SET IN THE TOP OF A 12 INCH
 BJ4856'CONCRETE CYLINDER MONUMENT THAT IS 18 INCHES BELOW THE SURFACE
 BJ4856'OF THE GROUND.  THE DISK IS STAMPED RAGUSA RM A 1966.  THE
 BJ4856'STATION MARK IS 106 FEET EAST OF THE APPROXIMATE CENTER OF
 BJ4856'STATE HIGHWAY 978, 86.58 FEET SOUTHEAST RAGUSA REFERENCE
 BJ4856'MARK NO. 3, 64 FEET EAST OF THE CENTER OF GATE, 38 FEET
 BJ4856'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE AND 19 FEET
 BJ4856'NORTHWEST OF THE NORTHWEST CORNER OF GARAGE.
 BJ4856'
 BJ4856'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BJ4856'RAGUSA RM 5 DISTANCE BEING 45.424 METERS OR 149.03 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1068 ***********************************************************************
 AT1068  DESIGNATION -  RAIN
 AT1068  PID         -  AT1068
 AT1068  STATE/COUNTY-  LA/PLAQUEMINES
 AT1068  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1068
 AT1068                         *CURRENT SURVEY CONTROL
 AT1068  ___________________________________________________________________
 AT1068* NAD 83(1992)-  29 09 32.57916(N)    089 26 17.89702(W)     ADJUSTED  
 AT1068* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1068  **This station is located in a subsidence area (see below).
 AT1068  ___________________________________________________________________
 AT1068  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AT1068  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT1068
 AT1068  HORZ ORDER  -  SECOND
 AT1068
 AT1068.The horizontal coordinates were established by classical geodetic methods
 AT1068.and adjusted by the National Geodetic Survey in January 1993..
 AT1068
 AT1068 ** The orthometric height has not been validated since last determined
 AT1068 ** by differential leveling and should not be used for control purposes.
 AT1068 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1068 ** area with valid NAVD 88 orthometric heights.
 AT1068 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1068 ** epoch indicated which incorporates improved geoid heights for the
 AT1068 ** Southern Louisiana Subsidence area.
 AT1068 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1068.The orthometric height was scaled from a topographic map.
 AT1068
 AT1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1068
 AT1068.The geoid height was determined by GEOID03.
 AT1068
 AT1068;                    North         East     Units Scale Factor Converg.
 AT1068;SPC LA S     -    74,579.047 1,184,363.787   MT  1.00003282   +0 56 51.1
 AT1068;SPC LA S     -   244,681.42  3,885,700.19   sFT  1.00003282   +0 56 51.1
 AT1068;UTM  16      - 3,228,066.925   262,835.888   MT  1.00029413   -1 11 18.9
 AT1068
 AT1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1068!SPC LA S     -   1.00000374  x   1.00003282  =   1.00003656
 AT1068!UTM  16      -   1.00000374  x   1.00029413  =   1.00029788
 AT1068
 AT1068:                Primary Azimuth Mark                     Grid Az
 AT1068:SPC LA S     -  RED PASS OIL DERRICK                     026 28 46.5
 AT1068:UTM  16      -  RED PASS OIL DERRICK                     028 36 56.5
 AT1068
 AT1068|---------------------------------------------------------------------|
 AT1068| PID    Reference Object                     Distance      Geod. Az  |
 AT1068|                                                           dddmmss.s |
 AT1068| AT1072 RED PASS OIL DERRICK                APPROX. 9.3 KM 0272537.6 |
 AT1068| AT1056 BENT                                APPROX. 6.6 KM 1531350.2 |
 AT1068| DD7989 RAIN RM 1                            19.705 METERS 18551     |
 AT1068| DD7990 RAIN RM 2                            17.412 METERS 28324     |
 AT1068|---------------------------------------------------------------------|
 AT1068
 AT1068                          SUPERSEDED SURVEY CONTROL
 AT1068
 AT1068  NAD 83(1986)-  29 09 32.58578(N)    089 26 17.90855(W) AD(       ) 2
 AT1068  NAD 27      -  29 09 31.77600(N)    089 26 17.71800(W) AD(       ) 2
 AT1068
 AT1068.Superseded values are not recommended for survey control.
 AT1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1068.See file dsdata.txt to determine how the superseded data were derived.
 AT1068
 AT1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6283628067(NAD 83)
 AT1068_MARKER: DS = TRIANGULATION STATION DISK
 AT1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1068+STABILITY: SURFACE MOTION
 AT1068
 AT1068  HISTORY     - Date     Condition        Report By
 AT1068  HISTORY     - 1936     MONUMENTED       CGS
 AT1068  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AT1068
 AT1068                          STATION DESCRIPTION
 AT1068
 AT1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1068'LOCATED IN GRASSCOVERED, MARSHY AREA ON THE GULF COAST, AT THE MOUTH
 AT1068'OF BAYOU TANTE
 AT1068'RHINE, ABOUT 100 METERS W OF THE GULF SHORE, AND 25
 AT1068'METERS N OF THE BAYOU.  MARK IS
 AT1068'10 INCHES IN DIAMETER, AND PROJECTS 2
 AT1068'INCHES ABOVE THE SURFACE.  NO SUBSURFACE MARK WAS
 AT1068'SET DUE TO THE
 AT1068'HIGH-WATER TABLE OF THE AREA.
 AT1068'
 AT1068'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT1068'
 AT1068'REFERENCE MARK NO.1 IS S OF THE STATION, ABOUT 100 METERS INSHORE
 AT1068'FROM THE GULF, AND
 AT1068'7 METERS N OF THE BAYOU.  IT IS 8 INCHES SQUARE,
 AT1068'AND PROJECTS 8 INCHES ABOVE THE
 AT1068'SURFACE.
 AT1068'
 AT1068'REFERENCE MARK NO.2 IS W OF THE STATION, ABOUT 80 METERS INSHORE FROM
 AT1068'THE GULF, AND 30
 AT1068'METERS N OF THE BAYOU.  IT IS 8 INCHES SQUARE, AND
 AT1068'PROJECTS 6 INCHES ABOVE THE
 AT1068'SURFACE.
 AT1068
 AT1068                          STATION RECOVERY (1955)
 AT1068
 AT1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1068'THE STATION MARK WAS RECOVERED IN POOR CONDITION A FEW FEET OFFSHORE
 AT1068'AND LEANING.  THE
 AT1068'DISK WAS REMOVED AND RETURNED TO THIS OFFICE.  THE
 AT1068'TWO REFERENCE MARKS COULD NOT BE
 AT1068'RECOVERED.
 AT1068'
 AT1068'A NEW STATION, RAIN 2 1955, WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1065 ***********************************************************************
 AT1065  DESIGNATION -  RAIN 2
 AT1065  PID         -  AT1065
 AT1065  STATE/COUNTY-  LA/PLAQUEMINES
 AT1065  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1065
 AT1065                         *CURRENT SURVEY CONTROL
 AT1065  ___________________________________________________________________
 AT1065* NAD 83(1992)-  29 09 33.89456(N)    089 26 13.55134(W)     ADJUSTED  
 AT1065* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1065  **This station is located in a subsidence area (see below).
 AT1065  ___________________________________________________________________
 AT1065  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AT1065  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT1065
 AT1065  HORZ ORDER  -  SECOND
 AT1065
 AT1065.The horizontal coordinates were established by classical geodetic methods
 AT1065.and adjusted by the National Geodetic Survey in January 1993..
 AT1065
 AT1065 ** The orthometric height has not been validated since last determined
 AT1065 ** by differential leveling and should not be used for control purposes.
 AT1065 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1065 ** area with valid NAVD 88 orthometric heights.
 AT1065 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1065 ** epoch indicated which incorporates improved geoid heights for the
 AT1065 ** Southern Louisiana Subsidence area.
 AT1065 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1065.The orthometric height was scaled from a topographic map.
 AT1065
 AT1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1065
 AT1065.The geoid height was determined by GEOID03.
 AT1065
 AT1065;                    North         East     Units Scale Factor Converg.
 AT1065;SPC LA S     -    74,621.485 1,184,480.545   MT  1.00003273   +0 56 53.3
 AT1065;SPC LA S     -   244,820.66  3,886,083.25   sFT  1.00003273   +0 56 53.3
 AT1065;UTM  16      - 3,228,104.991   262,954.178   MT  1.00029343   -1 11 16.8
 AT1065
 AT1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1065!SPC LA S     -   1.00000374  x   1.00003273  =   1.00003647
 AT1065!UTM  16      -   1.00000374  x   1.00029343  =   1.00029718
 AT1065
 AT1065|---------------------------------------------------------------------|
 AT1065| PID    Reference Object                     Distance      Geod. Az  |
 AT1065|                                                           dddmmss.s |
 AT1065| DD7992 RAIN 2 RM 3                          22.825 METERS 01533     |
 AT1065| AT1066 RAIN 3                               52.321 METERS 01534     |
 AT1065| AT1080 VENICE FREEPORT SULPHUR MAST        APPROX.14.4 KM 0343055.6 |
 AT1065| DD7991 RAIN 2 AZ MK                                       0722508.7 |
 AT1065| DD7993 RAIN 2 RM 4                          21.575 METERS 10529     |
 AT1065| AT1069 SANDY POINT BAY ENTRANCE LIGHT      APPROX. 9.2 KM 3195635.0 |
 AT1065|---------------------------------------------------------------------|
 AT1065
 AT1065                          SUPERSEDED SURVEY CONTROL
 AT1065
 AT1065  NAD 83(1986)-  29 09 33.90073(N)    089 26 13.56308(W) AD(       ) 2
 AT1065  NAD 27      -  29 09 33.09300(N)    089 26 13.35800(W) AD(       ) 2
 AT1065
 AT1065.Superseded values are not recommended for survey control.
 AT1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1065.See file dsdata.txt to determine how the superseded data were derived.
 AT1065
 AT1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6295428105(NAD 83)
 AT1065_MARKER: DS = TRIANGULATION STATION DISK
 AT1065_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1065_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1065
 AT1065  HISTORY     - Date     Condition        Report By
 AT1065  HISTORY     - 1955     MONUMENTED       CGS
 AT1065  HISTORY     - 1959     GOOD             CGS
 AT1065  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AT1065
 AT1065                          STATION DESCRIPTION
 AT1065
 AT1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1065'THE STATION IS LOCATED ABOUT 8 MILES, AIRLINE, SOUTHWEST OF VENICE,
 AT1065'IN GRASS-COVERED
 AT1065'MARSHY AREA AT THE MOUTH OF PASS TANTE RHINE, ABOUT
 AT1065'300 FEET IN FROM THE MAIN GULF
 AT1065'SHORE.
 AT1065'
 AT1065'THE STATION MARK IS 130 FEET NORTH OF THE SHORE LINE AT THE POINT
 AT1065'WHERE THE PASS
 AT1065'BEGINS TO WIDEN AT THE MOUTH, 90 FEET NORTHEAST OF THE
 AT1065'SHORE LINE OF A SMALL BAYOU, AND
 AT1065'8 FEET WEST OF A 4 FOOT HIGH WITNESS
 AT1065'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AT1065'FILLED 4 INCH
 AT1065'ORANGEBURG SEWER PIPE 8 FEET LONG AND PROJECTING 3 FEET.  THE DISK IS
 AT1065'STAMPED RAIN 2
 AT1065'1955.  STATION AREA IS 1 FOOT ABOVE HIGH WATER LEVEL.
 AT1065'
 AT1065'REFERENCE MARK NO.3, NORTH OF THE STATION, IS A STANDARD DISK SET IN
 AT1065'THE TOP OF A
 AT1065'CONCRETE FILLED ORANGEBURG SEWER PIPE 4 INCHES IN
 AT1065'DIAMETER AND 8 FEET LONG.  THE
 AT1065'MARK PROJECTS 2 FEET AND THE DISK IS
 AT1065'STAMPED RAIN 2 NO 3 1955.
 AT1065'
 AT1065'REFERENCE MARK NO.4, EAST-SOUTHEAST OF THE STATION, IS A STANDARD
 AT1065'DISK SET IN THE
 AT1065'TOP OF A CONCRETE FILLED ORANGEBURG SEWER PIPE 4
 AT1065'INCHES IN DIAMETER AND 8 FEET
 AT1065'LONG.  THE MARK PROJECTS 2.5 FEET AND
 AT1065'THE DISK IS STAMPED RAIN 2 NO 4 1955.
 AT1065'
 AT1065'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILES EAST-NORTHEAST OF THE
 AT1065'STATION, IS 26
 AT1065'FEET SOUTH OF THE SOUTH BANK OF A SMALL CANAL, 21 FEET
 AT1065'WEST OF THE WEST BANK OF PASS
 AT1065'TANTE RHINE, AND 4 FEET WEST OF A 2 BY
 AT1065'4 WITNESS POST PROJECTING 6 FEET.  A STANDARD
 AT1065'DISK SET IN THE TOP OF
 AT1065'A CONCRETE FILLED ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND
 AT1065'8 FEET LONG.
 AT1065'THE MARK PROJECTS 2 FEET AND THE DISK IS STAMPED RAIN 2
 AT1065'1955.
 AT1065
 AT1065                          STATION RECOVERY (1959)
 AT1065
 AT1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1065'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 AT1065'CONDITION AS
 AT1065'DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT WAS
 AT1065'NOT FOUND AND IS BELIEVED TO BE
 AT1065'LOST.
 AT1065'
 AT1065'THE STATION MARK IS NOW 20 FEET FROM THE EDGE OF THE BAYOU AND IS IN
 AT1065'DANGER OF BEING
 AT1065'DESTROYED.  THERE IS AT PRESENT A 5 FEET SQUARE, 7
 AT1065'FEET HIGH SURVEYORS STAND OVER THE
 AT1065'STATION.
 AT1065
 AT1065                          STATION RECOVERY (1960)
 AT1065
 AT1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 AT1065'THE STATION WAS VISITED 5-3-60 AND THE STATION MARK, AZIMUTH MARK AND
 AT1065'REFERENCE MARK NO.  3 WERE
 AT1065'FOUND IN GOOD CONDITION.  REFERENCE MARK NO.  4 WAS
 AT1065'FOUND DESTROYED.  THE SHORE LINE
 AT1065'NEAR THE STATION HAD ERODED TO
 AT1065'WITHIN ABOUT 20 FEET OF THE STATION, TO SAVE THE
 AT1065'MARK A NEW STATION
 AT1065'RAIN 3 1960 WAS ESTABLISHED 52.358 METERS NORTH AND IN LINE WITH
 AT1065'REFERENCE MARK
 AT1065'NO.  3.  THE STATION MARK WAS LEFT INTACT SO THAT IT
 AT1065'COULD BE USED UNTIL IT IS
 AT1065'DESTROYED BY EROSION.  REFERENCE MARK NO.
 AT1065'3 WAS USED AS A REFERENCE MARK FOR THE NEW
 AT1065'STATION.  REFERENCE MARK
 AT1065'NO.  5 WAS ESTABLISHED FOR THE NEW STATION.  THE AZIMUTH MARK
 AT1065'WAS USED FOR
 AT1065'THE NEW STATION
 AT1065'
 AT1065'SEE DESCRIPTION OF RAIN 3 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1066 ***********************************************************************
 AT1066  DESIGNATION -  RAIN 3
 AT1066  PID         -  AT1066
 AT1066  STATE/COUNTY-  LA/PLAQUEMINES
 AT1066  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1066
 AT1066                         *CURRENT SURVEY CONTROL
 AT1066  ___________________________________________________________________
 AT1066* NAD 83(1992)-  29 09 35.53161(N)    089 26 13.03183(W)     ADJUSTED  
 AT1066* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1066  **This station is located in a subsidence area (see below).
 AT1066  ___________________________________________________________________
 AT1066  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AT1066  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT1066
 AT1066  HORZ ORDER  -  SECOND
 AT1066
 AT1066.The horizontal coordinates were established by classical geodetic methods
 AT1066.and adjusted by the National Geodetic Survey in January 1993..
 AT1066
 AT1066 ** The orthometric height has not been validated since last determined
 AT1066 ** by differential leveling and should not be used for control purposes.
 AT1066 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1066 ** area with valid NAVD 88 orthometric heights.
 AT1066 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1066 ** epoch indicated which incorporates improved geoid heights for the
 AT1066 ** Southern Louisiana Subsidence area.
 AT1066 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1066.The orthometric height was scaled from a topographic map.
 AT1066
 AT1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1066
 AT1066.The geoid height was determined by GEOID03.
 AT1066
 AT1066;                    North         East     Units Scale Factor Converg.
 AT1066;SPC LA S     -    74,672.114 1,184,493.749   MT  1.00003261   +0 56 53.6
 AT1066;SPC LA S     -   244,986.76  3,886,126.57   sFT  1.00003261   +0 56 53.6
 AT1066;UTM  16      - 3,228,155.106   262,969.264   MT  1.00029335   -1 11 16.6
 AT1066
 AT1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1066!SPC LA S     -   1.00000374  x   1.00003261  =   1.00003635
 AT1066!UTM  16      -   1.00000374  x   1.00029335  =   1.00029710
 AT1066
 AT1066|---------------------------------------------------------------------|
 AT1066| PID    Reference Object                     Distance      Geod. Az  |
 AT1066|                                                           dddmmss.s |
 AT1066| AT1075 RAIN 4                               39.854 METERS 04351     |
 AT1066| DD7991 RAIN 2 AZ MK                                       0783236.9 |
 AT1066| AT1073 RAIN 3 RM 5                          18.152 METERS 09218     |
 AT1066| DD7992 RAIN 2 RM 3                          29.535 METERS 19533     |
 AT1066| AT1065 RAIN 2                               52.321 METERS 19534     |
 AT1066| AT1128 SCOFIELD 2                          APPROX.15.5 KM 3131501.0 |
 AT1066| DD7994 RAIN 4 RM 7                          57.394 METERS 32321     |
 AT1066| AT1074 RAIN 3 RM 6                          21.449 METERS 34951     |
 AT1066|---------------------------------------------------------------------|
 AT1066
 AT1066                          SUPERSEDED SURVEY CONTROL
 AT1066
 AT1066  NAD 83(1986)-  29 09 35.53839(N)    089 26 13.04337(W) AD(       ) 2
 AT1066  NAD 27      -  29 09 34.73140(N)    089 26 12.83870(W) AD(       ) 2
 AT1066
 AT1066.Superseded values are not recommended for survey control.
 AT1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1066.See file dsdata.txt to determine how the superseded data were derived.
 AT1066
 AT1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6296928155(NAD 83)
 AT1066_MARKER: DS = TRIANGULATION STATION DISK
 AT1066_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1066_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1066
 AT1066  HISTORY     - Date     Condition        Report By
 AT1066  HISTORY     - 1960     MONUMENTED       CGS
 AT1066  HISTORY     - 1966     GOOD             CGS
 AT1066  HISTORY     - 1969     GOOD             CGS
 AT1066  HISTORY     - 1970     GOOD             NGS
 AT1066  HISTORY     - 1970     GOOD             NGS
 AT1066  HISTORY     - 1970     GOOD             USPSQD
 AT1066  HISTORY     - 1979     POOR             NGS
 AT1066
 AT1066                          STATION DESCRIPTION
 AT1066
 AT1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 AT1066'THE STATION IS LOCATED ABOUT 8 MILES (AIRLINE) SOUTHWEST OF VENICE,
 AT1066'IN A MARSH AREA AT THE
 AT1066'MOUTH OF PASS TANTE RHINE.  IT IS ABOUT 300 FEET INLAND,
 AT1066'EAST, OF THE GULF, AND ABOUT
 AT1066'200 FEET NORTH OF A POINT WHERE THE PASS
 AT1066'BEGANS TO WIDEN AT THE MOUTH, AND 172 FEET
 AT1066'NORTH OF TRIANGULATION
 AT1066'STATON RAIN 2 1955.  IT IS A STANDARD DISK, STAMPED RAIN 3
 AT1066'1960, SET IN THE
 AT1066'TOP OF A 4-INCH ROUND CONCRETE FILLED ORANGEBURG PIPE,
 AT1066'PROJECTING 2 FEET.  A
 AT1066'SUBSURFACE MARK WAS NOT SET AT THIS STATION.
 AT1066'
 AT1066'REFERENCE MARK NO. 3 IS 96.89 FEET SOUTH OF THE STATION AND ON LINE
 AT1066'WITH RAIN 2 1955.  IT IS A
 AT1066'STANDARD DISK, STAMPED RAIN 2 NO 3 1955 SET IN THE
 AT1066'TOP OF A 4-INCH ROUND ORANGEBURG
 AT1066'PIPE, PROJECTING 2 FEET. THE
 AT1066'ARROW ON THE DISK IS POINTING 180 DEGREES OFF OR AT
 AT1066'RAIN 2 1955.
 AT1066'
 AT1066'REFERENCE MARK NO. 5 IS 59.56 FEET EAST OF THE STATION.  IT IS A
 AT1066'STANDARD DISK SET IN THE
 AT1066'TOP OF A 4-INCH ROUND ORANGEBURG PIPE PROJECTING 2 FEET.
 AT1066'IT IS STAMPED RAIN 3 NO 5
 AT1066'1960.
 AT1066'
 AT1066'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST-NORTHEAST OF THE STATION IN
 AT1066'THE NORTHWEST ANGLE
 AT1066'OF THE JUNCTION OF PASS TANTE RHINE AND A CANAL
 AT1066'LEADING NORTH.  IT IS 10 FEET
 AT1066'NORTH OF THE PASS AND 30 FEET WEST OF
 AT1066'THE CANAL.  IT IS A STANDARD DISK, STAMPED RAIN
 AT1066'2 1955, SET IN THE
 AT1066'TOP OF A 4-INCH ROUND, CONCRETE FILLED ORANGEBURG PIPE PROJECTING
 AT1066'6 INCHES.
 AT1066'
 AT1066'A DIRECTION WAS TAKEN TO THE BRITISH AMERICAN OIL CO. HEATER TREATER
 AT1066'TANK, VENT, WHICH MAY
 AT1066'BE USED AS AN AZIMUTH.  IT IS ABOUT 0.75 MILE
 AT1066'EAST-NORTHEAST OF THE STATION.
 AT1066
 AT1066                          STATION RECOVERY (1966)
 AT1066
 AT1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1066'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARK 3 AND 5 WERE
 AT1066'RECOVERED AS
 AT1066'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 AT1066'WAS SEARCHED FOR BUT NOT
 AT1066'RECOVERED AND FEARED DESTROYED BY HURRICANE.
 AT1066'STATION RAIN 2 1955 WAS FOUND BROKEN OFF
 AT1066'ABOUT FLUSH WITH GROUND IN
 AT1066'WATER.  THE DISTANCE AND DIRECTION TO RAIN 2 1955 DID NOT
 AT1066'CHECK WITH 1960
 AT1066'DESCRIPTION.  THE DIRECTION BETWEEN REFERENCE MARK 5 AND 3
 AT1066'CHECKED WITH 1960
 AT1066'DESCRIPTION.  THE DISTANCE TO REFERENCE MARK 5
 AT1066'CHECKED BUT THE DISTANCE TO
 AT1066'REFERENCE MARK 3 WAS FOUND SLIGHTLY
 AT1066'SHORTER.  DUE TO VARIOUS CHANGES A COMPLETE
 AT1066'NEW DESCRIPTION FOLLOWS-
 AT1066'
 AT1066'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF VENICE, ABOUT 5 MILES
 AT1066'SOUTHEAST OF SANDY
 AT1066'POINT, 4 MILES WEST OF CHAWEE BAY, 1-1/2 MILES
 AT1066'NORTHWEST OF MOUTH OF TIGER PASS AND
 AT1066'IN MARSH AT MOUTH OF TANTE RHINE
 AT1066'PASS.
 AT1066'
 AT1066'STATION MARK, A STANDARD DISK STAMPED RAIN 3 1960, IS SET IN TOP OF A
 AT1066'4 INCH ROUND
 AT1066'CONCRETE FILLED ORANGEBURG SOIL PIPE WHICH PROJECTS 2
 AT1066'FEET ABOVE THE GROUND.  THE
 AT1066'MARK IS ABOUT 300 FEET INLAND, EAST, OF
 AT1066'THE GULF, 200 FEET NORTH OF A POINT WHERE PASS
 AT1066'BEGINS WIDENING AT
 AT1066'MOUTH OF TANTE RHINE PASS AND 1 FOOT SOUTHEAST OF WITNESS POST.
 AT1066'
 AT1066'REFERENCE MARK 3, A STANDARD DISK STAMPED RAIN 2 NO 3 1955, IS SET IN
 AT1066'TOP OF A 4 INCH
 AT1066'ROUND CONCRETE FILLED ORANGEBURG SOIL PIPE WHICH
 AT1066'PROJECTS ABOUT 15 INCHES.  THE
 AT1066'ARROW ON DISK IS POINTED TOWARD
 AT1066'STATION RAIN 2 1955.  THE MARK IS 97 FEET SOUTH
 AT1066'OF WITNESS POST.
 AT1066'
 AT1066'REFERENCE MARK 5, A STANDARD DISK STAMPED RAIN 3 NO 5 1960, IS SET IN
 AT1066'TOP OF A 4 INCH
 AT1066'ROUND CONCRETE FILLED ORANGEBURG SOIL PIPE WHICH
 AT1066'PROJECTS ABOUT 2 FEET.  THE MARK
 AT1066'IS 60 FEET EAST OF WITNESS POST.
 AT1066'
 AT1066'NO AZIMUTH MARK WAS SET AT THIS STATION, BUT THE BRITISH, AMERICAN
 AT1066'OIL CO.  HEATER
 AT1066'TREATER VENT PIPE TO THE NORTHEAST MAY BE USED AS AN
 AT1066'AZIMUTH.
 AT1066'
 AT1066'NOTICE- STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 AT1066'
 AT1066'HEIGHT OF LIGHT ABOVE STATION MARK 46 FEET.
 AT1066
 AT1066                          STATION RECOVERY (1969)
 AT1066
 AT1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1066'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1066'AFTER HURRICANE CAMILLE.  RM NO. 5 WAS IN GOOD CONDITION.  RM NO. 3
 AT1066'WAS VERY NEAR THE WATER.
 AT1066
 AT1066                          STATION RECOVERY (1970)
 AT1066
 AT1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1066'STATION WAS VISITED 3-27-70.  THE STATION MARK AND REFERENCE MARK
 AT1066'NO. 5 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND
 AT1066'IN POOR CONDITION AT HIGH-WATER-LINE.  THE BRITISH AMERICAN OIL
 AT1066'CO., HEATER TREATER TANK, VENT USED AS AN AZIMUTH IN 1960 IS NO
 AT1066'LONGER IN PLACE.  A REFERENCE MARK NO. 6 WAS ESTABLISHED.  A NEW
 AT1066'DESCRIPTION FOLLOWS--
 AT1066'
 AT1066'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF VENICE, IN MARSH AREA
 AT1066'AT THE MOUTH OF PASS TANTE RHINE.  IT IS ABOUT 95 FEET NORTHEAST OF
 AT1066'THE GULF, 200 FEET NORTH OF WHERE THE PASS BEGINS TO WIDEN AT THE
 AT1066'MOUTH AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A C AND
 AT1066'GS TRIANGULATION STATION DISK, STAMPED RAIN 3 1960, SET IN THE TOP
 AT1066'OF A 4-INCH ROUND CONCRETE FILLED ORANGEBURG PIPE, PROJECTING 16
 AT1066'INCHES.  THERE IS AT PRESENT A 5 FEET SQUARE, 7 FEET HIGH
 AT1066'WOODEN SURVEYORS PLATFORM OVER THE STATION.
 AT1066'
 AT1066'REFERENCE MARK NO. 3 IS 96.90 FEET SOUTH OF THE STATION.  IT IS IT IS
 AT1066'NOW AT THE WATERS EDGE AND WILL SOON BE LOST.  IT IS A C AND GS
 AT1066'REFERENCE MARK DISK, STAMPED RAIN 2 NO 3 1955, SET IN THE TOP OF A
 AT1066'CONCRETE FILLED 4 INCH ORANGEBURG PIPE WHICH PROJECTS ABOUT 18
 AT1066'INCHES.  THE ARROW POINTS SOUTH OR TOWARD RAIN 2 1955, WHICH IS
 AT1066'NOW GONE.
 AT1066'
 AT1066'REFERENCE MARK NO. 5 IS 59.57 FEET EAST OF THE STATION.  IT IS 60
 AT1066'FEET EAST OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK
 AT1066'DISK, STAMPED RAIN 3 NO 5 1960, SET IN THE TOP OF A CONCRETE FILLED
 AT1066'4 INCH ORANGEBURG PIPE WHICH PROJECTS 6 INCHES.
 AT1066'
 AT1066'REFERENCE MARK NO. 6 IS 70.36 FEET NORTH-NORTHWEST OF THE STATION.
 AT1066'IT IS 11K FEET NORTHEAST OF THE CLOSEST SHORELINE, 15 FEET SOUTH OF
 AT1066'A SMALL STREAM AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT
 AT1066'IS A C AND GS REFERENCE MARK DISK, STAMPED RAIN 3 1960 NO 6 1970,
 AT1066'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT1066'LONG AND ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 18
 AT1066'INCHES.
 AT1066'
 AT1066'NOTE--STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT1066'
 AT1066'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SW OF
 AT1066'VENICE.
 AT1066
 AT1066                          STATION RECOVERY (1970)
 AT1066
 AT1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1066'RECOVERED IN GOOD CONDITION.
 AT1066
 AT1066                          STATION RECOVERY (1970)
 AT1066
 AT1066'RECOVERY NOTE BY US POWER SQUADRON 1970 (USG)
 AT1066'RECOVERED IN GOOD CONDITION.
 AT1066
 AT1066                          STATION RECOVERY (1979)
 AT1066
 AT1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1066'STATION WAS RECOVERED SURROUNDED BY WATER AND IN POOR CONDITON.
 AT1066'IT IS NOT EXPECTED TO LAST VERY LONG.
 AT1066'DUE TO THE STATION BEING IN THE WATER AND EROSION OF GULF
 AT1066'COAST, A NEW STATION 4 WAS ESTABLISHED,
 AT1066'ALSO A NEW REFERENCE MARK. A NEW DESCRIPTION TO FOLLOW.
 AT1066'
 AT1066'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF SANDY POINT,
 AT1066'4 MILES WEST OF CHAWEE BAY, 1-1/2 MILES NORTHWEST OF THE MOUTH OF
 AT1066'TIGER PASS AND ON MARSH LAND BETWEEN A SMALL BAYOU AND PASS TANTE
 AT1066'RHINE.
 AT1066'
 AT1066'STATION WAS REACHED BY HELICOPTER FROM THE HOUMA AIRPORT.
 AT1066'
 AT1066'THE STATION IS A STANDARD CGS DISK
 AT1066'STAMPED---RAIN 3 1960---,
 AT1066'SET INTO THE TOP OF A 4-INCH ROUND CONCRETE FILLED ORANGEBURG SOIL
 AT1066'PIPE PROJECTING 2 FEET AT THIS TIME, FLUCTUATES WITH TIDE.
 AT1066'IT IS LOCATED
 AT1066'1.0 FEET SOUTHEAST FROM A METAL ROD.
 AT1066'
 AT1066'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 AT1066'STAMPED---RAIN 4 1979---,
 AT1066'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD ENCASED BY A WHITE PVC
 AT1066'PIPE AND PROJECTS 45 CM ABOVE THE GROUND.
 AT1066'IT IS LOCATED
 AT1066'131 FEET NORTHEAST FROM A METAL ROD.
 AT1066'MARK IS LEVEL WITH STATION.
 AT1066'
 AT1066'REFERENCE MARK NUMBER 6 IS A STANDARD CGS DISK
 AT1066'STAMPED---RAIN 3 1960 NO 6 1970---,
 AT1066'CRIMPED TO THE TOP OF A STEEL ROD ENCASED BY SEWER PIPE AND
 AT1066'PROJECTS 10 CM ABOVE THE GROUND.
 AT1066'MARK IS LEVEL WITH STATION.
 AT1066'
 AT1066'REFERENCE MARK NUMBER 7 IS A STANDARD NGS DISK
 AT1066'STAMPED---RAIN 4 NO 7 1979---,
 AT1066'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD ENCASED BY A WHITE PVC
 AT1066'PIPE AND PROJECTS 45 CM ABOVE THE GROUND.
 AT1066'MARK IS LEVEL WITH STATION.
 AT1066'
 AT1066'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
 AT1066'A TRIPOD SETUP WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1075 ***********************************************************************
 AT1075  DESIGNATION -  RAIN 4
 AT1075  PID         -  AT1075
 AT1075  STATE/COUNTY-  LA/PLAQUEMINES
 AT1075  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1075
 AT1075                         *CURRENT SURVEY CONTROL
 AT1075  ___________________________________________________________________
 AT1075* NAD 83(1992)-  29 09 36.46511(N)    089 26 12.01016(W)     ADJUSTED  
 AT1075* NAVD 88     -         0.5  **(meters)       2.   **(feet)  VERTCON   
 AT1075  **This station is located in a subsidence area (see below).
 AT1075  ___________________________________________________________________
 AT1075  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AT1075  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT1075
 AT1075  HORZ ORDER  -  THIRD
 AT1075
 AT1075.The horizontal coordinates were established by classical geodetic methods
 AT1075.and adjusted by the National Geodetic Survey in January 1993..
 AT1075.No horizontal observational check was made to the station.
 AT1075
 AT1075 ** The orthometric height has not been validated since last determined
 AT1075 ** by differential leveling and should not be used for control purposes.
 AT1075 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1075 ** area with valid NAVD 88 orthometric heights.
 AT1075 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1075 ** epoch indicated which incorporates improved geoid heights for the
 AT1075 ** Southern Louisiana Subsidence area.
 AT1075 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1075
 AT1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1075
 AT1075.The geoid height was determined by GEOID03.
 AT1075
 AT1075;                    North         East     Units Scale Factor Converg.
 AT1075;SPC LA S     -    74,701.309 1,184,520.881   MT  1.00003255   +0 56 54.1
 AT1075;SPC LA S     -   245,082.54  3,886,215.59   sFT  1.00003255   +0 56 54.1
 AT1075;UTM  16      - 3,228,183.277   262,997.473   MT  1.00029318   -1 11 16.2
 AT1075
 AT1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1075!SPC LA S     -   1.00000365  x   1.00003255  =   1.00003620
 AT1075!UTM  16      -   1.00000365  x   1.00029318  =   1.00029683
 AT1075
 AT1075                          SUPERSEDED SURVEY CONTROL
 AT1075
 AT1075  NAD 83(1986)-  29 09 36.47188(N)    089 26 12.02170(W) AD(       ) 3
 AT1075  NAD 27      -  29 09 35.66418(N)    089 26 11.81617(W) AD(       ) 3
 AT1075  NGVD 29 (07/19/86)    0.6    (m)            2.     (f) VERT ANG       
 AT1075
 AT1075.Superseded values are not recommended for survey control.
 AT1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1075.See file dsdata.txt to determine how the superseded data were derived.
 AT1075
 AT1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6299728183(NAD 83)
 AT1075_MARKER: DS = TRIANGULATION STATION DISK
 AT1075_SETTING: 0 = UNSPECIFIED SETTING
 AT1075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1075
 AT1075  HISTORY     - Date     Condition        Report By
 AT1075  HISTORY     - 1979     MONUMENTED       NGS
 AT1075
 AT1075                          STATION DESCRIPTION
 AT1075
 AT1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1075'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF SANDY POINT,
 AT1075'4 MILES WEST OF CHAWEE BAY, 1-1/2 MILES NORTHWEST OF THE MOUTH OF
 AT1075'TIGER PASS AND ON MARSH LAND IN BETWEEN A SMALL BAYOU AND PASS
 AT1075'TANTE RHINE.
 AT1075'
 AT1075'THE DISTANCE TO RAIN 3 1960 IS 130.75 FEET, TO
 AT1075'REFERENCE MARK 7 IS 210.78 FEET, TO RAIN 3 1960 RM 6
 AT1075'IS 105.98 FEET, BETWEEN RAIN 3 1960 AND RAIN 3 1960 RM 6
 AT1075'IS 70.43 FEET OR 21.467 METERS, AND BETWEEN RAIN 3 1960
 AT1075'AND REFERENCE MARK 7 IS 188.30 FEET.  ANGLES WERE NOT
 AT1075'OBSERVED.
 AT1075'
 AT1075'STATION WAS REACHED BY HELICOPTER FROM THE HOUMA AIRPORT.
 AT1075'
 AT1075'THE STATION IS A STANDARD NGS DISK
 AT1075'STAMPED---RAIN 4 1979---,
 AT1075'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD PROJECTING 45 CM
 AT1075'ABOVE GROUND AND PROTECTED BY WHITE PCV PIPE.
 AT1075'IT IS LOCATED
 AT1075'131.00 FEET NORTHEAST FROM A METAL ROD BY STATION RAIN 3 IN WATER.
 AT1075'
 AT1075'REFERENCE MARK NUMBER 7 IS A STANDARD NGS DISK
 AT1075'STAMPED---RAIN 4 NO 7 1979---,
 AT1075'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD PROJECTING 45 CM
 AT1075'ABOVE GROUND AND PROTECTED BY WHITE PVC PIPE.
 AT1075'MARK IS LEVEL WITH STATION.
 AT1075'
 AT1075'REFERENCE MARK NUMBER 6 IS A STANDARD CGS DISK
 AT1075'STAMPED---RAIN 3 1960 NO 6 1970---,
 AT1075'CRIMPED TO THE TOP OF A STEEL ROD PROJECTING 10 CM ABOVE GROUND
 AT1075'AND PROTECTED BY A SEWER PIPE.
 AT1075'MARK IS LEVEL WITH STATION.
 AT1075'
 AT1075'THE STATION WAS POSITIONED BY THE INERTIA SURVEY SYSTEM AT THIS
 AT1075'TIME.  NO AZIMUTH MARK ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2825 ***********************************************************************
 BX2825  DESIGNATION -  RAINER
 BX2825  PID         -  BX2825
 BX2825  STATE/COUNTY-  LA/NATCHITOCHES
 BX2825  USGS QUAD   -  PROVENCAL (1992)
 BX2825
 BX2825                         *CURRENT SURVEY CONTROL
 BX2825  ___________________________________________________________________
 BX2825* NAD 83(1992)-  31 40 19.39133(N)    093 14 54.50876(W)     ADJUSTED  
 BX2825* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 BX2825  ___________________________________________________________________
 BX2825  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BX2825  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX2825
 BX2825  HORZ ORDER  -  FIRST
 BX2825
 BX2825.The horizontal coordinates were established by classical geodetic methods
 BX2825.and adjusted by the National Geodetic Survey in January 1993..
 BX2825
 BX2825.The orthometric height was scaled from a topographic map.
 BX2825
 BX2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2825
 BX2825.The geoid height was determined by GEOID03.
 BX2825
 BX2825;                    North         East     Units Scale Factor Converg.
 BX2825;SPC LA N     -   130,196.481   929,029.669   MT  0.99992388   -0 23 44.6
 BX2825;SPC LA N     -   427,152.95  3,047,991.51   sFT  0.99992388   -0 23 44.6
 BX2825;UTM  15      - 3,504,113.013   476,447.056   MT  0.99960684   -0 07 49.7
 BX2825
 BX2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2825!SPC LA N     -   0.99999218  x   0.99992388  =   0.99991606
 BX2825!UTM  15      -   0.99999218  x   0.99960684  =   0.99959902
 BX2825
 BX2825:                Primary Azimuth Mark                     Grid Az
 BX2825:SPC LA N     -  SIGN                                     260 56 57.5
 BX2825:UTM  15      -  SIGN                                     260 41 02.6
 BX2825
 BX2825|---------------------------------------------------------------------|
 BX2825| PID    Reference Object                     Distance      Geod. Az  |
 BX2825|                                                           dddmmss.s |
 BX2825| BX1700 SIGN                                APPROX. 0.6 KM 2603312.9 |
 BX2825| CV9107 RAINER RM                            11.285 METERS 34746     |
 BX2825|---------------------------------------------------------------------|
 BX2825
 BX2825                          SUPERSEDED SURVEY CONTROL
 BX2825
 BX2825  NAD 83(1986)-  31 40 19.40559(N)    093 14 54.50121(W) AD(       ) 1
 BX2825  NAD 27      -  31 40 18.80200(N)    093 14 53.88900(W) AD(       ) 1
 BX2825
 BX2825.Superseded values are not recommended for survey control.
 BX2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2825.See file dsdata.txt to determine how the superseded data were derived.
 BX2825
 BX2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7644704113(NAD 83)
 BX2825_MARKER: DS = TRIANGULATION STATION DISK
 BX2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2825
 BX2825  HISTORY     - Date     Condition        Report By
 BX2825  HISTORY     - 1919     MONUMENTED       CGS
 BX2825  HISTORY     - 1935     GOOD             CGS
 BX2825  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2825
 BX2825                          STATION DESCRIPTION
 BX2825
 BX2825'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2825'STATION IS ABOUT 3/4 MILE W OF VICTORIA, ABOUT 1 METER (3 FEET)
 BX2825'N OF TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY FENCE, ON EXTENSION
 BX2825'OF TANGENT OF S RAIL FROM W, 7 TELEGRAPH POLES W OF MILEPOST
 BX2825'NO. 249.
 BX2825'
 BX2825'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2825'DISKS SET IN CONCRETE.
 BX2825'
 BX2825'REFERENCE MARK IS 11.285 METERS (37.02 FEET) FROM STATION
 BX2825'N 12 DEG 14 MIN W.
 BX2825
 BX2825                          STATION RECOVERY (1935)
 BX2825
 BX2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2825'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, IN GOOD
 BX2825'CONDITION.
 BX2825'
 BX2825'STATION IS ON E SLOPE OF HILL ABOUT 65 FEET FROM TOP AND
 BX2825'6-3/4 TELEGRAPH POLES W OF MILEPOST NO. 249, 32 FEET S OF N
 BX2825'FENCE.  THE N FENCE HAS APPARENTLY BEEN MOVED SINCE 1919.
 BX2825'STATION MARK IS STAMPED RAINER 1919.
 BX2825'
 BX2825'REFERENCE MARK NO. 1 (1919) IS 13 FEET N OF N RIGHT-OF-WAY
 BX2825'FENCE, 11.285 METERS (37.02 FEET) FROM STATION,
 BX2825'N 12 DEG 20 MIN 30 SEC W.  IT IS STAMPED RAINER 1919.
 BX2825'
 BX2825'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 BX2825'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, 22 FEET S OF N FENCE
 BX2825'LINE ON TOP OF HILL, 19.020 METERS (62.40 FEET) FROM STATION
 BX2825'S 89 DEG 01 MIN W.
 BX2825'
 BX2825'DISTANCE BETWEEN REFERENCE MARKS IS 20.115 METERS (66.04 FEET)
 BX2825'AND N 55 DEG 32 MIN E.
 BX2825'
 BX2825'TO REACH STATION, TAKE DIRT ROAD E FROM ROBELINE TOWARDS
 BX2825'PROVENCAL, GO E ABOUT 6 MILES TO TOP OF RIDGE, TURN N ON
 BX2825'DIRT ROAD THROUGH WOODS TO NEGRO FARMHOUSE, THENCE N ABOUT
 BX2825'1/8 MILE TO RAILROAD, CROSS RAILROAD, TURN E AND GO ABOUT
 BX2825'3/4 MILE ON ROUGH DIRT ROAD ALONG PIPE LINE.
 BX2825
 BX2825                          STATION RECOVERY (1995)
 BX2825
 BX2825'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2530 ***********************************************************************
 AU2530  DESIGNATION -  RALPH
 AU2530  PID         -  AU2530
 AU2530  STATE/COUNTY-  LA/ST MARY
 AU2530  USGS QUAD   -  FRANKLIN (1994)
 AU2530
 AU2530                         *CURRENT SURVEY CONTROL
 AU2530  ___________________________________________________________________
 AU2530* NAD 83(1992)-  29 49 56.94779(N)    091 34 58.71993(W)     ADJUSTED  
 AU2530* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 AU2530  **This station is located in a subsidence area (see below).
 AU2530  ___________________________________________________________________
 AU2530  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2530  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AU2530
 AU2530  HORZ ORDER  -  SECOND
 AU2530
 AU2530.The horizontal coordinates were established by classical geodetic methods
 AU2530.and adjusted by the National Geodetic Survey in January 1993..
 AU2530
 AU2530 ** The orthometric height has not been validated since last determined
 AU2530 ** by differential leveling and should not be used for control purposes.
 AU2530 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2530 ** area with valid NAVD 88 orthometric heights.
 AU2530 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2530 ** epoch indicated which incorporates improved geoid heights for the
 AU2530 ** Southern Louisiana Subsidence area.
 AU2530 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2530
 AU2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2530
 AU2530.The geoid height was determined by GEOID03.
 AU2530
 AU2530;                    North         East     Units Scale Factor Converg.
 AU2530;SPC LA S     -   147,724.890   975,874.094   MT  0.99993004   -0 07 29.4
 AU2530;SPC LA S     -   484,660.74  3,201,680.26   sFT  0.99993004   -0 07 29.4
 AU2530;UTM  15      - 3,301,065.914   636,904.567   MT  0.99983125   +0 42 18.1
 AU2530
 AU2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2530!SPC LA S     -   1.00000365  x   0.99993004  =   0.99993369
 AU2530!UTM  15      -   1.00000365  x   0.99983125  =   0.99983490
 AU2530
 AU2530|---------------------------------------------------------------------|
 AU2530| PID    Reference Object                     Distance      Geod. Az  |
 AU2530|                                                           dddmmss.s |
 AU2530| CV9317 RALPH RM 1                           16.691 METERS 08646     |
 AU2530| CV9318 RALPH RM 2                           11.989 METERS 21424     |
 AU2530| AU2531 RALPH LDH 1969 A                     17.044 METERS 30557     |
 AU2530| AU1747 H 169                                              3383514.0 |
 AU2530|---------------------------------------------------------------------|
 AU2530
 AU2530                          SUPERSEDED SURVEY CONTROL
 AU2530
 AU2530  NAD 83(1986)-  29 49 56.96873(N)    091 34 58.71474(W) AD(       ) 2
 AU2530  NAD 27      -  29 49 56.22644(N)    091 34 58.30968(W) AD(       ) 2
 AU2530  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AU2530
 AU2530.Superseded values are not recommended for survey control.
 AU2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2530.See file dsdata.txt to determine how the superseded data were derived.
 AU2530
 AU2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3690501066(NAD 83)
 AU2530_MARKER: DD = SURVEY DISK
 AU2530_SETTING: 0 = UNSPECIFIED SETTING
 AU2530
 AU2530  HISTORY     - Date     Condition        Report By
 AU2530  HISTORY     - 1969     MONUMENTED       LADH
 AU2530
 AU2530                          STATION DESCRIPTION
 AU2530
 AU2530'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 AU2530'THE STATION IS LOCATED 7.4 MILES SOUTHEAST OF JEANERETTE AND 5.9
 AU2530'MILES NORTHWEST OF FRANKLIN ON PROPERTY OWNED BY THE SOUTHERN PACIFIC
 AU2530'RAILROAD.  IT IS 56.60 FEET SOUTH OF A GAS LINE (TEXAS GAS
 AU2530'CO.), 41.0 FEET EAST OF THE CENTER OF A FIELD ROAD CROSSING THE
 AU2530'RAILROAD, 22.0 FEET EAST OF THE SOUTH HEADWALL ON A DRAIN UNDER
 AU2530'THE RAILROAD, 6.2 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 AU2530'AND 3.40 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 AU2530'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 AU2530'DISK, STAMPED RALPH 1969 PROJECTING 2 INCHES.
 AU2530'
 AU2530'REFERENCE MARK NO. 1 IS 54.76 FEET EAST OF THE STATION.  IT IS 96.0
 AU2530'FEET EAST OF THE CENTER OF A FIELD ROAD CROSSING A RAILROAD, 55.0
 AU2530'FEET EAST-SOUTHEAST OF A METAL WITNESS POST AT THE STATION, 46.0
 AU2530'FEET NORTHWEST OF A GAS LINE VENT (TEXAS GAS CO.), 5.55 FEET SOUTH
 AU2530'OF THE SOUTH RAIL OF THE RAILROAD.  IT IS A LOUISIANA DEPARTMENT
 AU2530'OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED RALPH R.
 AU2530'M. 1 1969, PROJECTING 2 INCHES.
 AU2530'
 AU2530'REFERENCE MARK NO. 2 IS 39.33 FEET SOUTHWEST OF THE STATION.  IT IS
 AU2530'38.0 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 24.0 FEET EAST OF
 AU2530'THE CENTER OF A FIELD ROAD CROSSING THE RAILROAD, 111.0 FEET WEST
 AU2530'OF A GAS LINE VENT (TEXAS GAS CO.), 21.0 FEET NORTHEAST OF THE NORTH
 AU2530'END OF A CULVERT.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2530'COAST AND GEODETIC SURVEY DISK STAMPED RALPH R. M. 2 1969,
 AU2530'PROJECTING 2 INCHES.
 AU2530'
 AU2530'THE AZIMUTH MARK IS 0.20 MILE NORTHWEST OF THE STATION.  IT IS 59.0
 AU2530'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 83, 45.0 FEET
 AU2530'EAST-NORTHEAST OF THE WEST END OF A SIDE DRAIN, 20.0 FEET EAST OF
 AU2530'THE CENTER OF A FIELD ROAD, 4.00 FEET SOUTH OF POWER POLE NO. 134,
 AU2530'AND 1.00 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 AU2530'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 AU2530'SURVEY DISK, STAMPED H 169 1955 U. S. C. AND G. S., PROJECTING 4
 AU2530'INCHES.
 AU2530'
 AU2530'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U. S. HIGHWAY 90
 AU2530'AND STATE HIGHWAY 83 IN BALDWIN, FOLLOW STATE HIGHWAY 83 WEST FOR
 AU2530'2.40 MILES TO A MARK SET ON THE NORTH SIDE OF THE HIGHWAY.  STATION
 AU2530'RALPH IS 0.20 MILE SOUTH OF THE AZIMUTH MARK BY THE RAILROAD.
 AU2530'
 AU2530'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND STATE
 AU2530'HIGHWAY 83 IN BALDWIN, FOLLOW STATE HIGHWAY 83 WEST FOR 2.40 MILES
 AU2530'TO A FIELD ROAD LEADING SOUTH, FOLLOW THE FIELD ROAD SOUTH FOR 0.20
 AU2530'MILES TO THE RAILROAD.  THE STATION IS SET 41.0 FEET EAST AND
 AU2530'SOUTH OF THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5114 ***********************************************************************
 BJ5114  DESIGNATION -  RAMAH
 BJ5114  PID         -  BJ5114
 BJ5114  STATE/COUNTY-  LA/IBERVILLE
 BJ5114  USGS QUAD   -  COW BAYOU (1992)
 BJ5114
 BJ5114                         *CURRENT SURVEY CONTROL
 BJ5114  ___________________________________________________________________
 BJ5114* NAD 83(1992)-  30 21 41.44203(N)    091 31 16.16278(W)     ADJUSTED  
 BJ5114* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BJ5114  ___________________________________________________________________
 BJ5114  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5114  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ5114
 BJ5114  HORZ ORDER  -  FIRST
 BJ5114
 BJ5114.The horizontal coordinates were established by classical geodetic methods
 BJ5114.and adjusted by the National Geodetic Survey in January 1993..
 BJ5114
 BJ5114.The orthometric height was scaled from a topographic map.
 BJ5114
 BJ5114.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5114
 BJ5114.The geoid height was determined by GEOID03.
 BJ5114
 BJ5114;                    North         East     Units Scale Factor Converg.
 BJ5114;SPC LA S     -   206,354.053   981,944.695   MT  0.99994548   -0 05 38.1
 BJ5114;SPC LA S     -   677,013.26  3,221,596.89   sFT  0.99994548   -0 05 38.1
 BJ5114;UTM  15      - 3,359,772.059   642,119.021   MT  0.99984918   +0 44 51.4
 BJ5114
 BJ5114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5114!SPC LA S     -   1.00000337  x   0.99994548  =   0.99994885
 BJ5114!UTM  15      -   1.00000337  x   0.99984918  =   0.99985255
 BJ5114
 BJ5114:                Primary Azimuth Mark                     Grid Az
 BJ5114:SPC LA S     -  MARINGOUIN MUNICIPAL TANK                000 32 18.7
 BJ5114:UTM  15      -  MARINGOUIN MUNICIPAL TANK                359 41 49.2
 BJ5114
 BJ5114|---------------------------------------------------------------------|
 BJ5114| PID    Reference Object                     Distance      Geod. Az  |
 BJ5114|                                                           dddmmss.s |
 BJ5114| BJ5112 MARINGOUIN MUNICIPAL TANK           APPROX.14.1 KM 0002640.6 |
 BJ5114| CW2249 RAMAH AZ MK                                        0150032.3 |
 BJ5114| CW2250 RAMAH RM 1                           30.617 METERS 01509     |
 BJ5114| BJ5020 BATON ROUGE STATE CAPITOL CUP       APPROX.33.8 KM 0713820.4 |
 BJ5114| CW2251 RAMAH RM 2                           32.342 METERS 19511     |
 BJ5114|---------------------------------------------------------------------|
 BJ5114
 BJ5114                          SUPERSEDED SURVEY CONTROL
 BJ5114
 BJ5114  NAD 83(1986)-  30 21 41.46112(N)    091 31 16.15888(W) AD(       ) 1
 BJ5114  NAD 27      -  30 21 40.75509(N)    091 31 15.75780(W) AD(       ) 1
 BJ5114
 BJ5114.Superseded values are not recommended for survey control.
 BJ5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5114.See file dsdata.txt to determine how the superseded data were derived.
 BJ5114
 BJ5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4211959772(NAD 83)
 BJ5114_MARKER: DS = TRIANGULATION STATION DISK
 BJ5114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ5114_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BJ5114
 BJ5114  HISTORY     - Date     Condition        Report By
 BJ5114  HISTORY     - 1935     MONUMENTED       CGS
 BJ5114  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5114
 BJ5114                          STATION DESCRIPTION
 BJ5114
 BJ5114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5114'ABOUT 11 MILES NW OF THE LEVEE BLOCK ON THE UPPER GRAND RIVER,
 BJ5114'ABOUT 3 MILES SSW OF THE SETTLEMENT OF RAMAH WHICH IS AT THE
 BJ5114'POINT WHERE THE GULF STATES UTILITIES COMPANY POWER LINE AND
 BJ5114'THE SOUTHERN PACIFIC RAILROAD CROSSES MARINGOUIN BAYOU, ABOUT
 BJ5114'2 MILES N OF THE JUNCTION OF MARINGOUIN BAYOU WITH THE RAMAH
 BJ5114'CANAL, ON THE NEW E PROTECTION LEVEE OF THE ATCHAFALAYA BASIN,
 BJ5114'AND ABOUT 0.2 MILE N OF THE POINT WHERE THE CONSTRUCTION ON
 BJ5114'THE NEW LEVEE STOPPED.  AT THIS POINT THE NEW LEVEE FORMS THE
 BJ5114'E BANK OF THE RAMAH CANAL.
 BJ5114'
 BJ5114'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5114'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5114'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 BJ5114'THE MARSH AND PROJECTS 6 INCHES ABOVE THE GROUND.
 BJ5114'
 BJ5114'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5114'AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 BJ5114'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH
 BJ5114'AND PROJECTS 4 INCHES, IS ON THE CENTER OF THE TOP OF THE LEVEE
 BJ5114'100.45 FEET (30.62 METERS) FROM THE STATION N 15 DEG
 BJ5114'09 MIN E.
 BJ5114'
 BJ5114'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET IN
 BJ5114'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 BJ5114'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 BJ5114'THE MARSH, AND PROJECTS 3 INCHES IS ON THE CENTER OF THE TOP
 BJ5114'OF THE LEVEE 106.11 FEET (32.34 METERS) FROM THE STATION
 BJ5114'S 15 DEG 11 MIN W.
 BJ5114'
 BJ5114'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE AT
 BJ5114'THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO
 BJ5114'THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH,
 BJ5114'AND PROJECTS 6 INCHES IS ON THE CENTER OF THE TOP OF THE LEVEE
 BJ5114'APPROXIMATELY 0.3 MILE FROM THE STATION N 15 DEG 00 MIN E.
 BJ5114
 BJ5114                          STATION RECOVERY (1957)
 BJ5114
 BJ5114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5114'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE NOT
 BJ5114'RECOVERED AFTER A THOROUGH SEARCH OF THE AREA.
 BJ5114'
 BJ5114'THE LEVEE THROUGH THIS SECTION HAS BEEN BUILT UP APPROXIMATELY
 BJ5114'6 FEET SINCE THE STATION WAS ESTABLISHED.  ALL MARKS ARE BELIEVED
 BJ5114'TO BE BURIED.  THE PUBLISHED DESCRIPTION IS INADEQUATE FOR PRESENT
 BJ5114'DAY RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3085 ***********************************************************************
 AU3085  DESIGNATION -  RAMBIO
 AU3085  PID         -  AU3085
 AU3085  STATE/COUNTY-  LA/TERREBONNE
 AU3085  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AU3085
 AU3085                         *CURRENT SURVEY CONTROL
 AU3085  ___________________________________________________________________
 AU3085* NAD 83(1992)-  29 20 19.92662(N)    090 45 57.32894(W)     ADJUSTED  
 AU3085* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3085  **This station is located in a subsidence area (see below).
 AU3085  ___________________________________________________________________
 AU3085  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU3085  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AU3085
 AU3085  HORZ ORDER  -  SECOND
 AU3085
 AU3085.The horizontal coordinates were established by classical geodetic methods
 AU3085.and adjusted by the National Geodetic Survey in January 1993..
 AU3085
 AU3085 ** The orthometric height has not been validated since last determined
 AU3085 ** by differential leveling and should not be used for control purposes.
 AU3085 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3085 ** area with valid NAVD 88 orthometric heights.
 AU3085 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3085 ** epoch indicated which incorporates improved geoid heights for the
 AU3085 ** Southern Louisiana Subsidence area.
 AU3085 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3085.The orthometric height was scaled from a topographic map.
 AU3085
 AU3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3085
 AU3085.The geoid height was determined by GEOID03.
 AU3085
 AU3085;                    North         East     Units Scale Factor Converg.
 AU3085;SPC LA S     -    93,122.292 1,055,105.721   MT  0.99999200   +0 17 01.4
 AU3085;SPC LA S     -   305,518.72  3,461,626.02   sFT  0.99999200   +0 17 01.4
 AU3085;UTM  15      - 3,247,603.038   716,914.051   MT  1.00018062   +1 05 42.2
 AU3085
 AU3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3085!SPC LA S     -   1.00000389  x   0.99999200  =   0.99999589
 AU3085!UTM  15      -   1.00000389  x   1.00018062  =   1.00018451
 AU3085
 AU3085|---------------------------------------------------------------------|
 AU3085| PID    Reference Object                     Distance      Geod. Az  |
 AU3085|                                                           dddmmss.s |
 AU3085| DD7995 RAMBIO RM 1                          11.790 METERS 08524     |
 AU3085| AU3084 BLAN                                APPROX. 6.6 KM 2780724.7 |
 AU3085| DD7996 RAMBIO RM 2                          13.180 METERS 32721     |
 AU3085|---------------------------------------------------------------------|
 AU3085
 AU3085                          SUPERSEDED SURVEY CONTROL
 AU3085
 AU3085  NAD 83(1986)-  29 20 19.94833(N)    090 45 57.33613(W) AD(       ) 2
 AU3085  NAD 27      -  29 20 19.14800(N)    090 45 57.01100(W) AD(       ) 2
 AU3085
 AU3085.Superseded values are not recommended for survey control.
 AU3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3085.See file dsdata.txt to determine how the superseded data were derived.
 AU3085
 AU3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1691447603(NAD 83)
 AU3085_MARKER: DS = TRIANGULATION STATION DISK
 AU3085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3085_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3085
 AU3085  HISTORY     - Date     Condition        Report By
 AU3085  HISTORY     - 1934     MONUMENTED       CGS
 AU3085  HISTORY     - 1952     GOOD             CGS
 AU3085
 AU3085                          STATION DESCRIPTION
 AU3085
 AU3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3085'STATION IS ON THE N BANK OF BAYOU RAMBIO (CANAL WOOSAY),
 AU3085'IN VERY SOFT MARSH, ABOUT 1.1 MILES ABOVE THE TRAPPERS CAMP
 AU3085'OWNED BY HENRY BOURG.  THE STATION IS DIFFICULT TO REACH AND
 AU3085'PROBABLY CAN BE RECOVERED ONLY BY LOCAL INFORMATION.
 AU3085'
 AU3085'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 AU3085'THE TOP OF A TILE.
 AU3085'
 AU3085'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU3085'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3085'PILE DRIVEN INTO THE MARSH, IS 11.79 METERS (38.7 FEET) FROM
 AU3085'THE STATION N 85 DEG 24 MIN E.
 AU3085'
 AU3085'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU3085'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3085'PILE DRIVEN INTO THE MARSH, IS 13.18 METERS (43.2 FEET) FROM
 AU3085'THE STATION N 32 DEG 39 MIN W.
 AU3085
 AU3085                          STATION RECOVERY (1952)
 AU3085
 AU3085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3085'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3085'A REVISED DESCRIPTION FOLLOWS--
 AU3085'
 AU3085'STATION IS LOCATED ON THE N BANK OF BAYOU RAMBIO, ABOUT 1.1
 AU3085'MI. NW OF A TRAPPERS CABIN, IN SOFT MARSH, AT THE INTERSECTION
 AU3085'OF A PIROGUE DITCH RUNNING NE-SW, 28 FT. N OF BAYOU RAMBIO,
 AU3085'AND 5 FT. E OF THE PIROGUE DITCH.  IT IS A STANDARD DISK,
 AU3085'STAMPED RAMBIO 1934 AND SET IN THE TOP OF A ROUND CONCRETE
 AU3085'MONUMENT PROJECTING 3 IN. ABOVE THE GROUND.
 AU3085'
 AU3085'REFERENCE MARK 1 IS 23 FT. N OF BAYOU RAMBIO, AND 34 FT. E
 AU3085'OF THE PIROGUE DITCH.  IT IS A STANDARD DISK, STAMPED
 AU3085'NO 1 RAMBIO 1934 AND SET IN THE TOP OF A SQUARE CONCRETE
 AU3085'MONUMENT FLUSH WITH THE MARSH.
 AU3085'
 AU3085'REFERENCE MARK 2 IS 54 FT. N OF BAYOU RAMBIO, AND 28 FT.
 AU3085'W OF THE PIROGUE DITCH.  IT IS A STANDARD DISK, STAMPED NO
 AU3085'2 RAMBIO 1934 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 AU3085'PROJECTING 3 IN. ABOVE THE GROUND.
 AU3085'
 AU3085'STATION CAN BEST BE REACHED BY FOLLOWING BAYOU GRAND CAILLOU
 AU3085'TO FOHS CANAL, THENCE W ALONG THE CANAL TO THE INTERSECTION
 AU3085'OF THE PIROGUE DITCH (MENTIONED ABOVE) AND THENCE SE FOR
 AU3085'2400 FT. ALONG THE E SIDE OF THE DITCH TO THE STATION (THE
 AU3085'LAST 2400 FT. IS COMPLETED ONLY BY WALKING).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6231 ***********************************************************************
 AH6231  DESIGNATION -  RAMP
 AH6231  PID         -  AH6231
 AH6231  STATE/COUNTY-  LA/TERREBONNE
 AH6231  USGS QUAD   -  MONTEGUT (1994)
 AH6231
 AH6231                         *CURRENT SURVEY CONTROL
 AH6231  ___________________________________________________________________
 AH6231* NAD 83(1992)-  29 27 57.53589(N)    090 33 40.88783(W)     ADJUSTED  
 AH6231* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6231  **This station is located in a subsidence area (see below).
 AH6231  ___________________________________________________________________
 AH6231  X           -     -54,449.878 (meters)                     COMP
 AH6231  Y           -  -5,557,326.872 (meters)                     COMP
 AH6231  Z           -   3,118,960.445 (meters)                     COMP
 AH6231  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6231  ELLIP HEIGHT-         -24.23  (meters)          (02/21/02) GPS OBS
 AH6231  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH6231
 AH6231  HORZ ORDER  -  FIRST
 AH6231  ELLP ORDER  -  FIFTH     CLASS I
 AH6231
 AH6231.The horizontal coordinates were established by GPS observations
 AH6231.and adjusted by the National Geodetic Survey in December 1998..
 AH6231
 AH6231 ** The orthometric height has not been validated since last determined
 AH6231 ** by differential leveling and should not be used for control purposes.
 AH6231 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6231 ** area with valid NAVD 88 orthometric heights.
 AH6231 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6231 ** epoch indicated which incorporates improved geoid heights for the
 AH6231 ** Southern Louisiana Subsidence area.
 AH6231 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6231.The orthometric height was determined by GPS observations and a
 AH6231.high-resolution geoid model.
 AH6231
 AH6231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6231
 AH6231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6231
 AH6231.The ellipsoidal height was determined by GPS observations
 AH6231.and is referenced to NAD 83.
 AH6231
 AH6231.The geoid height was determined by GEOID03.
 AH6231
 AH6231;                    North         East     Units Scale Factor Converg.
 AH6231;SPC LA S     -   107,327.392 1,074,877.724   MT  0.99996902   +0 23 09.6
 AH6231;SPC LA S     -   352,123.29  3,526,494.67   sFT  0.99996902   +0 23 09.6
 AH6231;UTM  15      - 3,262,090.832   736,487.567   MT  1.00029013   +1 12 00.5
 AH6231
 AH6231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6231!SPC LA S     -   1.00000381  x   0.99996902  =   0.99997283
 AH6231!UTM  15      -   1.00000381  x   1.00029013  =   1.00029394
 AH6231
 AH6231                          SUPERSEDED SURVEY CONTROL
 AH6231
 AH6231  ELLIP H (12/17/98)  -24.19   (m)                       GP(       ) 4 2
 AH6231
 AH6231.Superseded values are not recommended for survey control.
 AH6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6231.See file dsdata.txt to determine how the superseded data were derived.
 AH6231
 AH6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3648862091(NAD 83)
 AH6231_MARKER: I = METAL ROD
 AH6231_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6231_STAMPING: RAMP
 AH6231_MARK LOGO: LA-109
 AH6231_PROJECTION: RECESSED 10 CENTIMETERS
 AH6231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6231+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6231_ROD/PIPE-DEPTH: 18.3 meters
 AH6231_SLEEVE-DEPTH  :  0.9 meters
 AH6231
 AH6231  HISTORY     - Date     Condition        Report By
 AH6231  HISTORY     - 1995     MONUMENTED       MPHI
 AH6231
 AH6231                          STATION DESCRIPTION
 AH6231
 AH6231'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6231'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6231'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6231'HWY 55 FOR 6.55 MI (10.54 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6231'STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION
 AH6231'IS 71.60 FT (21.82 M) WEST FROM THE 30 INCH OAK TREE, 19.8 FT (6.0 M)
 AH6231'WEST FROM THE CENTERLINE OF HWY 55, 54.3 FT (16.6 M) NORTHWEST FROM
 AH6231'THE CENTERLINE OF THE FIRE HYDRANT, 94.5 FT (28.8 M) NORTH FROM THE
 AH6231'PROJECTED CENTERLINE OF THE BOAT RAMP, AND 52.5 FT (16.0 M) EAST FROM
 AH6231'THE EDGE OF BAYOU TERREBONNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2910 ***********************************************************************
 AU2910  DESIGNATION -  RAN 1934
 AU2910  PID         -  AU2910
 AU2910  STATE/COUNTY-  LA/LAFOURCHE
 AU2910  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2910
 AU2910                         *CURRENT SURVEY CONTROL
 AU2910  ___________________________________________________________________
 AU2910* NAD 83(1992)-  29 25 40.06077(N)    090 01 25.95938(W)     ADJUSTED  
 AU2910* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2910  **This station is located in a subsidence area (see below).
 AU2910  ___________________________________________________________________
 AU2910  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AU2910  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AU2910
 AU2910  HORZ ORDER  -  THIRD
 AU2910
 AU2910.The horizontal coordinates were established by classical geodetic methods
 AU2910.and adjusted by the National Geodetic Survey in January 1993..
 AU2910
 AU2910 ** The orthometric height has not been validated since last determined
 AU2910 ** by differential leveling and should not be used for control purposes.
 AU2910 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2910 ** area with valid NAVD 88 orthometric heights.
 AU2910 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2910 ** epoch indicated which incorporates improved geoid heights for the
 AU2910 ** Southern Louisiana Subsidence area.
 AU2910 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2910.The orthometric height was scaled from a topographic map.
 AU2910
 AU2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2910
 AU2910.The geoid height was determined by GEOID03.
 AU2910
 AU2910;                    North         East     Units Scale Factor Converg.
 AU2910;SPC LA S     -   103,568.436 1,127,057.139   MT  0.99997541   +0 39 17.1
 AU2910;SPC LA S     -   339,790.78  3,697,686.63   sFT  0.99997541   +0 39 17.1
 AU2910;UTM  15      - 3,259,069.694   788,740.139   MT  1.00062886   +1 27 47.7
 AU2910;UTM  16      - 3,259,189.053   206,624.480   MT  1.00066216   -1 29 12.4
 AU2910
 AU2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2910!SPC LA S     -   1.00000385  x   0.99997541  =   0.99997926
 AU2910!UTM  15      -   1.00000385  x   1.00062886  =   1.00063271
 AU2910!UTM  16      -   1.00000385  x   1.00066216  =   1.00066601
 AU2910
 AU2910                          SUPERSEDED SURVEY CONTROL
 AU2910
 AU2910  NAD 83(1986)-  29 25 40.07463(N)    090 01 25.96658(W) AD(       ) 3
 AU2910  NAD 27      -  29 25 39.27800(N)    090 01 25.70500(W) AD(       ) 3
 AU2910
 AU2910.Superseded values are not recommended for survey control.
 AU2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2910.See file dsdata.txt to determine how the superseded data were derived.
 AU2910
 AU2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8874059070(NAD 83)
 AU2910_MARKER: DD = SURVEY DISK
 AU2910_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2910_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2910
 AU2910  HISTORY     - Date     Condition        Report By
 AU2910  HISTORY     - 1934     MONUMENTED       CGS
 AU2910  HISTORY     - 1940     GOOD             SHELL
 AU2910  HISTORY     - 1952     GOOD             CGS
 AU2910
 AU2910                          STATION DESCRIPTION
 AU2910
 AU2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2910'ON THE NORTHERN SHORE OF HACKBERRY BAY AT THE WESTERN SIDE
 AU2910'OF THE MOUTH OF GRAND BAYOU, 21 METERS (69 FEET) N OF THE
 AU2910'HIGH-WATER MARK OF HACKBERRY BAY, AND 30 METERS (98 FEET)
 AU2910'W OF THE WESTERN SHORE OF GRAND BAYOU.  THE STATION IS MARKED
 AU2910'BY A STANDARD BRONZE HYDROGRAPHIC DISK SET IN CONCRETE AT
 AU2910'THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2910'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2910'INTO THE MARSH.
 AU2910
 AU2910                          STATION RECOVERY (1940)
 AU2910
 AU2910'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2910'RECOVERED IN GOOD CONDITION.
 AU2910
 AU2910                          STATION RECOVERY (1952)
 AU2910
 AU2910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2910'STATION WAS RECOVERED IN FAIR CONDITION.  THE PUBLISHED
 AU2910'DESCRIPTION IS NOW OBSOLETE.  A NEW DESCRIPTION FOLLOWS--
 AU2910'
 AU2910'STATION IS LOCATED ON THE S SIDE OF A POINT OF LAND FORMED
 AU2910'BY HACKBERRY BAY AND THE E END OF GRAND BAYOU, ABOUT 50 FT.
 AU2910'W OF THE POINT, AND ON THE EDGE OF THE WATER.  IT IS A STANDARD
 AU2910'HYDROGRAPHIC-STATION DISK, STAMPED RAN 1934 AND SET IN A
 AU2910'CONCRETE-FILLED TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1184 ***********************************************************************
 AT1184  DESIGNATION -  RAT 1934
 AT1184  PID         -  AT1184
 AT1184  STATE/COUNTY-  LA/PLAQUEMINES
 AT1184  USGS QUAD   -  BAY BATISTE (1993)
 AT1184
 AT1184                         *CURRENT SURVEY CONTROL
 AT1184  ___________________________________________________________________
 AT1184* NAD 83(1992)-  29 24 54.85722(N)    089 46 40.33878(W)     ADJUSTED  
 AT1184* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1184  **This station is located in a subsidence area (see below).
 AT1184  ___________________________________________________________________
 AT1184  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AT1184  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AT1184
 AT1184  HORZ ORDER  -  THIRD
 AT1184
 AT1184.The horizontal coordinates were established by classical geodetic methods
 AT1184.and adjusted by the National Geodetic Survey in January 1993..
 AT1184
 AT1184 ** The orthometric height has not been validated since last determined
 AT1184 ** by differential leveling and should not be used for control purposes.
 AT1184 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1184 ** area with valid NAVD 88 orthometric heights.
 AT1184 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1184 ** epoch indicated which incorporates improved geoid heights for the
 AT1184 ** Southern Louisiana Subsidence area.
 AT1184 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1184.The orthometric height was scaled from a topographic map.
 AT1184
 AT1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1184
 AT1184.The geoid height was determined by GEOID03.
 AT1184
 AT1184;                    North         East     Units Scale Factor Converg.
 AT1184;SPC LA S     -   102,475.191 1,150,944.738   MT  0.99997761   +0 46 39.9
 AT1184;SPC LA S     -   336,204.02  3,776,057.86   sFT  0.99997761   +0 46 39.9
 AT1184;UTM  16      - 3,257,202.468   230,468.858   MT  1.00049650   -1 21 54.5
 AT1184
 AT1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1184!SPC LA S     -   1.00000382  x   0.99997761  =   0.99998143
 AT1184!UTM  16      -   1.00000382  x   1.00049650  =   1.00050033
 AT1184
 AT1184                          SUPERSEDED SURVEY CONTROL
 AT1184
 AT1184  NAD 83(1986)-  29 24 54.86807(N)    089 46 40.34605(W) AD(       ) 3
 AT1184  NAD 27      -  29 24 54.07700(N)    089 46 40.10700(W) AD(       ) 3
 AT1184
 AT1184.Superseded values are not recommended for survey control.
 AT1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1184.See file dsdata.txt to determine how the superseded data were derived.
 AT1184
 AT1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3046957202(NAD 83)
 AT1184_MARKER: DS = TRIANGULATION STATION DISK
 AT1184_SETTING: 0 = UNSPECIFIED SETTING
 AT1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1184
 AT1184  HISTORY     - Date     Condition        Report By
 AT1184  HISTORY     - 1934     MONUMENTED       CGS
 AT1184  HISTORY     - 1945     SEE DESCRIPTION  FORBAC
 AT1184
 AT1184                          STATION DESCRIPTION
 AT1184
 AT1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1184'AT THE NORTHERN END
 AT1184'OF LAKE
 AT1184'WASHINGTON, AT THE SOUTHERN SIDE OF THE MOUTH OF RATTLESNAKE
 AT1184'BAYOU, ABOUT 1-1/2 MILES
 AT1184'NW OF THE PLANT OF THE FREEPORT SULPHUR
 AT1184'COMPANY, 17 METERS (56 FEET) E OF THE
 AT1184'HIGH-WATER MARK OF LAKE
 AT1184'WASHINGTON AND RATTLESNAKE BAYOU.  THE STATION IS MARKED
 AT1184'BY A
 AT1184'STANDARD BRONZE HYDROGRAPHIC DISK SET IN THE CENTER OF THE TOP OF
 AT1184'A TILE WHICH IS
 AT1184'FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF A
 AT1184'LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AT1184
 AT1184                          STATION RECOVERY (1945)
 AT1184
 AT1184'RECOVERY NOTE BY FORD BACON AND DAVIS INCORPORATED 1945 (BRF)
 AT1184'IN THE PROCESS OF SURVEYING THE LOCATION FOR A NATURAL GAS PIPELINE
 AT1184'FOR SOUTHERN NATURAL
 AT1184'GAS COMPANY, AN EFFORT WAS MADE TO LOCATE THE STATION RAT
 AT1184'WITHOUT SUCCESS BY FORD, BACON AND
 AT1184'DAVIS CONST. CORP., PERSONNEL.  APPARENTLY
 AT1184'THE STATION WAS SUNK AND OUT OF SIGHT.  HOWEVER
 AT1184'DURING THE ACTUAL CONSTRUCTION
 AT1184'OF THE PIPELINE WHERE A 40 FOOT FLOTATION CANAL WAS DUG, THE
 AT1184'STATION WAS PICKED UP
 AT1184'OUT OF THE MARSH BY A DRAGLINE AND SET ON THE SIDE.  MR. MCMULLEN
 AT1184'WAS NOTIFIED OF THIS
 AT1184'SITUATION AND BY INSTRUCTIONS OF MR. MCMULLEN THE
 AT1184'STANDARD BRONZE HYDROGRAPHIC DISK WAS
 AT1184'SALVAGED AND DELIVERED IN PERSON TO
 AT1184'ROOM 315, NEW ORLEANS DISTRICT OFFICE, COAST AND
 AT1184'GEODETIC SURVEY, 423 CANAL ST.,
 AT1184'NEW ORLEANS, LOUISIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4356 ***********************************************************************
 BJ4356  DESIGNATION -  RATCLIFF
 BJ4356  PID         -  BJ4356
 BJ4356  STATE/COUNTY-  LA/LIVINGSTON
 BJ4356  USGS QUAD   -  WHITEHALL (1980)
 BJ4356
 BJ4356                         *CURRENT SURVEY CONTROL
 BJ4356  ___________________________________________________________________
 BJ4356* NAD 83(1992)-  30 19 19.13954(N)    090 41 41.81983(W)     ADJUSTED  
 BJ4356* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 BJ4356  ___________________________________________________________________
 BJ4356  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4356  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BJ4356
 BJ4356  HORZ ORDER  -  FIRST
 BJ4356
 BJ4356.The horizontal coordinates were established by classical geodetic methods
 BJ4356.and adjusted by the National Geodetic Survey in January 1993..
 BJ4356
 BJ4356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4356
 BJ4356.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4356
 BJ4356.The geoid height was determined by GEOID03.
 BJ4356
 BJ4356;                    North         East     Units Scale Factor Converg.
 BJ4356;SPC LA S     -   202,128.457 1,061,391.509   MT  0.99994139   +0 19 09.1
 BJ4356;SPC LA S     -   663,149.78  3,482,248.64   sFT  0.99994139   +0 19 09.1
 BJ4356;UTM  15      - 3,356,716.034   721,625.078   MT  1.00020600   +1 09 51.1
 BJ4356
 BJ4356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4356!SPC LA S     -   1.00000347  x   0.99994139  =   0.99994485
 BJ4356!UTM  15      -   1.00000347  x   1.00020600  =   1.00020947
 BJ4356
 BJ4356|---------------------------------------------------------------------|
 BJ4356| PID    Reference Object                     Distance      Geod. Az  |
 BJ4356|                                                           dddmmss.s |
 BJ4356| CW2252 RATCLIFF RM 1                        45.476 METERS 10043     |
 BJ4356| BJ4355 MAUREPAS UNITED GAS MAST            APPROX. 5.4 KM 1251601.6 |
 BJ4356| BJ4354 DENSON                              APPROX. 8.8 KM 1384455.0 |
 BJ4356| CW2253 RATCLIFF RM 2                        44.007 METERS 16728     |
 BJ4356| BJ4514 FROST SHELL PIPELINE MAST           APPROX. 9.2 KM 3070727.2 |
 BJ4356|---------------------------------------------------------------------|
 BJ4356
 BJ4356                          SUPERSEDED SURVEY CONTROL
 BJ4356
 BJ4356  NAD 83(1986)-  30 19 19.15612(N)    090 41 41.81889(W) AD(       ) 1
 BJ4356  NAD 27      -  30 19 18.45436(N)    090 41 41.48442(W) AD(       ) 1
 BJ4356  NGVD 29 (07/19/86)    4.8    (m)           16.     (f) VERT ANG       
 BJ4356
 BJ4356.Superseded values are not recommended for survey control.
 BJ4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4356.See file dsdata.txt to determine how the superseded data were derived.
 BJ4356
 BJ4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2162556716(NAD 83)
 BJ4356_MARKER: DS = TRIANGULATION STATION DISK
 BJ4356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4356_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4356
 BJ4356  HISTORY     - Date     Condition        Report By
 BJ4356  HISTORY     - 1973     MONUMENTED       NGS
 BJ4356
 BJ4356                          STATION DESCRIPTION
 BJ4356
 BJ4356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4356'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 BJ4356'
 BJ4356'NO SUITABLE PLACE FOUND TO ESTABLISH AN AZIMUTH MARK.
 BJ4356'
 BJ4356'THE STATION IS LOCATED ABOUT 6 MILES EAST OF FRENCE SETTLEMENT, 6
 BJ4356'MILES WEST-SOUTHWEST OF KILLIAN, 5-1/2 MILES NORTHWEST OF DENSON AND
 BJ4356'5-1/2 MILES SOUTHEAST OF FROST.  IT IS ON A LOW HILL THAT IS THE
 BJ4356'PROPERTY OF MR. TILDON RATCLIFF, ROUTE 2 BOX 25, LIVINGSTON,
 BJ4356'LOUISIANA.  PHONE NUMBER 698-6443.
 BJ4356'
 BJ4356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND 63 IN
 BJ4356'FROST, GO SOUTH ON STATE HIGHWAY 63 FOR 1.4 MILES TO THE JUNCTION OF
 BJ4356'STATE HIGHWAY 444.  TURN LEFT AND GO EASTERLY ON STATE HIGHWAY 444
 BJ4356'FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH AND
 BJ4356'SOUTHEAST ON A BLACK TOP ROAD FOR 0.6 MILE TO A FORK AND CATTLE
 BJ4356'GUARD, CROSS CATTLE GUARD AND BEAR RIGHT AND GO SOUTH-SOUTHEAST
 BJ4356'ON A GRAVELED ROAD FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 BJ4356'GO WESTERLY ON A DIM TRACK ROAD FOR 0.05 MILE TO THE HIGHEST PART OF
 BJ4356'LOW HILL AND STATION.
 BJ4356'
 BJ4356'STATION MARKS ARE STANDARD DISKS STAMPED RATCLIFF 1973.  THE SURFACE
 BJ4356'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4356'THAT IS SET FLUSH WITH GROUND SURFACE.  IT IS 71 FEET SOUTH OF A 12
 BJ4356'INCH PINE TREE, 71 FEET EAST OF A 30 INCH CEDAR TREE, 47 FEET
 BJ4356'NORTH OF A 36 INCH PECAN TREE AND 5.5 FEET NORTHEAST OF A METAL
 BJ4356'WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN
 BJ4356'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 BJ4356'THE GROUND SURFACE.
 BJ4356'
 BJ4356'REFERENCE MARK 1, A STANDARD DISK STAMPED RATCLIFF NO 1 1973, IS SET
 BJ4356'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4356'BELOW GROUND SURFACE.  IT IS 68 FEET SOUTH-SOUTHEAST OF A 40 INCH
 BJ4356'LIVE OAK TREE, 23 FEET NORTHEAST OF APPROXIMATE CENTER OF GRAVELED
 BJ4356'DRIVEWAY AND 4 FEET NORTH OF A 10 INCH PINE TREE.
 BJ4356'
 BJ4356'REFERENCE MARK 2, A STANDARD DISK STAMPED RATCLIFF NO 2 1973, IS SET
 BJ4356'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 BJ4356'FLUSH WITH GROUND SURFACE.  IT IS 83 FEET WEST OF A 16 INCH PINE
 BJ4356'TREE, 78 FEET SOUTH OF A 30 INCH OAK TREE AND 2.6 FEET NORTH OF A
 BJ4356'METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4356'
 BJ4356'HEIGHT OF LIGHT ABOVE STATION MARK 38.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4331 ***********************************************************************
 BJ4331  DESIGNATION -  RATHBORNE
 BJ4331  PID         -  BJ4331
 BJ4331  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4331  USGS QUAD   -  PONCHATOULA (1994)
 BJ4331
 BJ4331                         *CURRENT SURVEY CONTROL
 BJ4331  ___________________________________________________________________
 BJ4331* NAD 83(1992)-  30 23 11.49327(N)    090 25 34.66142(W)     ADJUSTED  
 BJ4331* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BJ4331  ___________________________________________________________________
 BJ4331  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ4331  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ4331
 BJ4331  HORZ ORDER  -  FIRST
 BJ4331
 BJ4331.The horizontal coordinates were established by classical geodetic methods
 BJ4331.and adjusted by the National Geodetic Survey in January 1993..
 BJ4331
 BJ4331.The orthometric height was scaled from a topographic map.
 BJ4331
 BJ4331.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4331
 BJ4331.The geoid height was determined by GEOID03.
 BJ4331
 BJ4331;                    North         East     Units Scale Factor Converg.
 BJ4331;SPC LA S     -   209,457.160 1,087,170.212   MT  0.99994832   +0 27 12.7
 BJ4331;SPC LA S     -   687,194.03  3,566,824.27   sFT  0.99994832   +0 27 12.7
 BJ4331;UTM  15      - 3,364,427.561   747,301.213   MT  1.00035455   +1 18 09.1
 BJ4331
 BJ4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4331!SPC LA S     -   1.00000406  x   0.99994832  =   0.99995238
 BJ4331!UTM  15      -   1.00000406  x   1.00035455  =   1.00035861
 BJ4331
 BJ4331|---------------------------------------------------------------------|
 BJ4331| PID    Reference Object                     Distance      Geod. Az  |
 BJ4331|                                                           dddmmss.s |
 BJ4331| BJ1544 RATHBORNE 2                          46.545 METERS 07734     |
 BJ4331| BJ1545 RATHBORNE RM 2                       35.042 METERS 07734     |
 BJ4331| BJ4336 PONCHATOULA LA CYPRESS CO TANK      APPROX. 4.6 KM 3371320.5 |
 BJ4331| BJ4335 PONCHATOULA LA CYPRESS CO STK       APPROX. 4.7 KM 3375527.9 |
 BJ4331| CW2255 RATHBORNE RM 1                       50.051 METERS 34556     |
 BJ4331| BJ1550 RATHBORNE AZ MK RESET               APPROX. 0.6 KM 3483048.3 |
 BJ4331| CW2254 RATHBORNE AZ MK                                    3495233.4 |
 BJ4331|---------------------------------------------------------------------|
 BJ4331
 BJ4331                          SUPERSEDED SURVEY CONTROL
 BJ4331
 BJ4331  NAD 83(1986)-  30 23 11.50899(N)    090 25 34.65979(W) AD(       ) 1
 BJ4331  NAD 27      -  30 23 10.80957(N)    090 25 34.34979(W) AD(       ) 1
 BJ4331
 BJ4331.Superseded values are not recommended for survey control.
 BJ4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4331.See file dsdata.txt to determine how the superseded data were derived.
 BJ4331
 BJ4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4730164428(NAD 83)
 BJ4331_MARKER: DS = TRIANGULATION STATION DISK
 BJ4331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4331
 BJ4331  HISTORY     - Date     Condition        Report By
 BJ4331  HISTORY     - 1939     MONUMENTED       CGS
 BJ4331  HISTORY     - 1943     SEE DESCRIPTION  LOCENG
 BJ4331  HISTORY     - 1953     GOOD             CGS
 BJ4331  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BJ4331  HISTORY     - 1975     GOOD             LADH
 BJ4331
 BJ4331                          STATION DESCRIPTION
 BJ4331
 BJ4331'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4331'THE STATION IS 3.7 MILES S OF PONCHATOULA, IN THE NW 1/4
 BJ4331'OF SECTION 5, T 8 S, R 8 E.  APPROXIMATELY 100 YARDS SW OF
 BJ4331'THE INTERSECTION OF THE TRACKS OF THE ILLINOIS CENTRAL RAILROAD
 BJ4331'AND THE LOUISIANA CYPRESS LUMBER COMPANY RAILROAD.  IT IS
 BJ4331'134 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 51.  208 FEET
 BJ4331'S OF THE S RAIL OF THE LOUISIANA CYPRESS LUMBER COMPANY
 BJ4331'RAILROAD TRACK.  AND 20 FEET W OF THE W BANK OF THE CANAL.
 BJ4331'THE MARK, PROJECTS 3 INCHES ABOVE GROUND
 BJ4331'AND IS STAMPED RATHBORNE 1939.
 BJ4331'
 BJ4331'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4331'BRONZE DISKS SET IN CONCRETE.
 BJ4331'
 BJ4331'REFERENCE MARK NO. 1 IS 49.999 METERS, (164.04 FEET), N
 BJ4331'OF THE STATION, 45.25 FEET S OF THE S RAIL OF THE LOUISIANA
 BJ4331'CYPRESS LUMBER COMPANY RAILROAD TRACKS.  AND 21 FEET W OF
 BJ4331'THE W BANK OF THE CANAL.  THE MARK, IS FLUSH WITH
 BJ4331'THE SURFACE OF THE GROUND, AND IS STAMPED RATHBORNE NO. 1 1939.
 BJ4331'
 BJ4331'REFERENCE MARK NO. 2 IS 35.158 METERS, (115.35 FEET), E
 BJ4331'OF THE STATION ON THE E BANK OF THE CANAL.  18.5 FEET W
 BJ4331'OF THE CENTER LINE OF U.S. HIGHWAY 51.  AND 184 FEET S OF
 BJ4331'THE S RAIL OF THE LOUISIANA CYPRESS LUMBER COMPANY RAILROAD
 BJ4331'TRACK.  THE MARK, IS FLUSH WITH THE SURFACE OF THE
 BJ4331'GROUND AND IS STAMPED RATHBORNE NO. 2 1939.
 BJ4331'
 BJ4331'A 116 FOOT TOWER IS NEEDED TO SEE ALL LINE.
 BJ4331'
 BJ4331'AZIMUTH MARK IS 0.35 MILE N OF THE STATION.  19 FEET E OF
 BJ4331'THE CENTER LINE OF HIGHWAY 51.  176 FEET S OF A HIGHWAY
 BJ4331'BRIDGE.  AND 23.5 FEET WNW OF A TELEPHONE POLE.  THE MARK,
 BJ4331'PROJECTS 1 INCH ABOVE GROUND AND IS STAMPED RATHBORNE
 BJ4331'1939.
 BJ4331'
 BJ4331'TO REACH THE STATION FROM PONCHATOULA, AT THE POINT WHERE
 BJ4331'U.S. HIGHWAY 51 TURNS S, GO S FOR 3.7 MILES ON HIGHWAY 51
 BJ4331'TO THE LOUISIANA CYPRESS LUMBER COMPANY RAILROAD CROSSING
 BJ4331'(THE END OF TRUCK TRAVEL).  WALK WESTERLY, ON THE TRACK,
 BJ4331'ACROSS THE CANAL.  THEN S ALONG THE CANAL BANK TO THE STATION
 BJ4331'AT THE S END OF THE CLEARING.
 BJ4331'
 BJ4331'ADDITIONAL DATA OBTAINTED FOR THE LOUISIANA GEODETIC SURVEY.
 BJ4331'TRAVERSES TO THESE POINTS TO BE MEASURED BY THAT BUREAU.
 BJ4331'
 BJ4331'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4331
 BJ4331                          STATION RECOVERY (1943)
 BJ4331
 BJ4331'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943 (WSW)
 BJ4331'REPORT FROM W.S. WESTERFIELD, CIVIL ENGR., NEW ORLEANS, LA.
 BJ4331'IN MAY 1943--
 BJ4331'
 BJ4331'AZIMUTH MARK FOR STATION HAS NO STANDARD DISKS IN CONCRETE.
 BJ4331'CONCRETE SEEMS TO BE IN GOOD SHAPE WITH HOLE WHERE DISK
 BJ4331'SHOULD BE.
 BJ4331
 BJ4331                          STATION RECOVERY (1953)
 BJ4331
 BJ4331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4331'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 BJ4331'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 BJ4331'MARK WAS DESTROYED WHEN THE HIGHWAY WAS IMPROVED, AND A
 BJ4331'NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  AN ERROR
 BJ4331'WAS FOUND IN THE HORIZONTAL MEASUREMENT TO REFERENCE MARK
 BJ4331'NO. 1 AND REFERENCE MARK NO. 2.  A NEW AND COMPLETE DESCRIPTION
 BJ4331'FOLLOWS.
 BJ4331'
 BJ4331'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTH OF PONCHATOULA,
 BJ4331'ABOUT 100 YARDS SOUTHWEST OF THE INTERSECTION OF THE TRACKS
 BJ4331'OF THE ILLINOIS CENTRAL RAILROAD AND THE LOUISIANA CYPRESS
 BJ4331'COMPANY RAILROAD, 210 FEET SOUTH OF THE SOUTH RAIL OF THE
 BJ4331'LOUISIANA CYPRESS COMPANY RAILROAD, 135 FEET WEST OF THE
 BJ4331'CENTER OF U.S. HIGHWAY 51 AND 72 FEET SOUTHEAST OF A TREE
 BJ4331'WITH A TRIANGLE BLAZE.  IT PROJECTS 9 INCHES AND IS STAMPED
 BJ4331'RATHBORNE 1939.
 BJ4331'
 BJ4331'REFERENCE MARK NO. 1 IS 140 FEET WEST OF THE CENTER OF U.S.
 BJ4331'HIGHWAY 51 AND 46 FEET SOUTH OF THE SOUTH RAIL OF THE LOUISIANA
 BJ4331'CYPRESS COMPANY RAILROAD.  IT PROJECTS 12 INCHES AND IS
 BJ4331'STAMPED RATHBORNE NO 1 1939.
 BJ4331'
 BJ4331'REFERENCE MARK NO. 2 IS 189 FEET SOUTH OF THE SOUTH RAIL
 BJ4331'OF THE LOUISIANA CYPRESS COMPANY RAILROAD AND 20 FEET WEST
 BJ4331'OF THE CENTER OF U.S. HIGHWAY 51.  IT IS SET FLUSH AND IS
 BJ4331'STAMPED RATHBORNE NO 2 1939.
 BJ4331'
 BJ4331'THE AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 BJ4331'51 AND 2 FEET SOUTH OF THE SOUTH END OF A BRIDGE.  IT PROJECTS
 BJ4331'4 INCHES AND IS STAMPED RATHBORNE 1939 RESET 1953.
 BJ4331'
 BJ4331'TO REACH THE STATION FROM THE POST OFFICE IN PONCHATOULA
 BJ4331'GO WEST ON U.S. HIGHWAY 190 FOR 0.05 MILE TO THE JUNCTION
 BJ4331'OF U.S. HIGHWAY 190 AND U.S. HIGHWAY 51, TURN LEFT ON U.S.
 BJ4331'HIGHWAY 51 AND GO SOUTH FOR 3.3 MILES TO THE AZIMUTH MARK
 BJ4331'ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON U.S. HIGHWAY
 BJ4331'51 FOR 0.35 MILE TO THE LOUISIANA CYPRESS COMPANY RAILROAD
 BJ4331'CROSSING (THE END OF TRUCK TRAVEL) WALK WESTERLY ON TRACK
 BJ4331'ACROSS THE CANAL, THEN SOUTH ALONG CANAL BANK TO THE STATION
 BJ4331'AS DESCRIBED.
 BJ4331
 BJ4331                          STATION RECOVERY (1954)
 BJ4331
 BJ4331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4331'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BJ4331'CONDITION.
 BJ4331'
 BJ4331'THE STATION MARK WAS MOVED AT THE REQUEST OF THE STATE HIGHWAY
 BJ4331'DEPARTMENT, DUE TO PROPOSED HIGHWAY CONSTRUCTION.  THE SURFACE
 BJ4331'MARK AND REFERENCE MARK NO. 1 WERE DESTROYED AND THE DISKS
 BJ4331'RECLAIMED.  REFERENCE MARK NO. 2 WAS USED AS A REFERENCE
 BJ4331'MARK FOR THE NEW STATION.
 BJ4331'
 BJ4331'A NEW STATION WAS ESTABLISHED, RATHBORNE 2 1954, 46.520
 BJ4331'METERS EAST AND IN LINE WITH REFERENCE MARK NO. 2.  A TRAVERSE
 BJ4331'CONNECTION WAS MADE TO THE NEW MARK.
 BJ4331
 BJ4331                          STATION RECOVERY (1975)
 BJ4331
 BJ4331'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1975 (JHM)
 BJ4331'AZ1 RESET 1953 RECOVERED GOOD.
 BJ4331'
 BJ4331'DESC. IS ADEQUATE.
 BJ4331'
 BJ4331'MARK IS ON RAILROAD R/W.
 BJ4331'
 BJ4331'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.35 MI SOUTH OF
 BJ4331'PONCHATOULA, LA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1544 ***********************************************************************
 BJ1544  DESIGNATION -  RATHBORNE 2
 BJ1544  PID         -  BJ1544
 BJ1544  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1544  USGS QUAD   -  PONCHATOULA (1994)
 BJ1544
 BJ1544                         *CURRENT SURVEY CONTROL
 BJ1544  ___________________________________________________________________
 BJ1544* NAD 83(1992)-  30 23 11.81872(N)    090 25 32.95886(W)     ADJUSTED  
 BJ1544* NAVD 88     -         1.166  (meters)       3.83   (feet)  READJUSTED
 BJ1544  ___________________________________________________________________
 BJ1544  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ1544  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ1544  DYNAMIC HT  -           1.160 (meters)       3.81  (feet)  COMP
 BJ1544  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ1544
 BJ1544  HORZ ORDER  -  SECOND
 BJ1544  VERT ORDER  -  ?
 BJ1544
 BJ1544.The horizontal coordinates were established by classical geodetic methods
 BJ1544.and adjusted by the National Geodetic Survey in January 1993..
 BJ1544
 BJ1544.The orthometric height was determined by differential leveling
 BJ1544.and adjusted by the National Geodetic Survey in June 1991..
 BJ1544.The height was derived from older observations constrained to new
 BJ1544.heights in a crustal motion area.  The height is approximate in
 BJ1544.relation to other heights in its vicinity.
 BJ1544
 BJ1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1544
 BJ1544.The geoid height was determined by GEOID03.
 BJ1544
 BJ1544.The dynamic height is computed by dividing the NAVD 88
 BJ1544.geopotential number by the normal gravity value computed on the
 BJ1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1544.degrees latitude (g = 980.6199 gals.).
 BJ1544
 BJ1544.The modeled gravity was interpolated from observed gravity values.
 BJ1544
 BJ1544;                    North         East     Units Scale Factor Converg.
 BJ1544;SPC LA S     -   209,467.541 1,087,215.582   MT  0.99994833   +0 27 13.6
 BJ1544;SPC LA S     -   687,228.09  3,566,973.12   sFT  0.99994833   +0 27 13.6
 BJ1544;UTM  15      - 3,364,438.618   747,346.443   MT  1.00035483   +1 18 10.0
 BJ1544
 BJ1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1544!SPC LA S     -   1.00000403  x   0.99994833  =   0.99995236
 BJ1544!UTM  15      -   1.00000403  x   1.00035483  =   1.00035886
 BJ1544
 BJ1544|---------------------------------------------------------------------|
 BJ1544| PID    Reference Object                     Distance      Geod. Az  |
 BJ1544|                                                           dddmmss.s |
 BJ1544| BJ1547 RATHBORNE 2 RM 4                     12.480 METERS 16523     |
 BJ1544| BJ4331 RATHBORNE                            46.545 METERS 25734     |
 BJ1544| BJ1545 RATHBORNE RM 2                       11.516 METERS 25734     |
 BJ1544| BJ4337 RATHBORNE 2 RM 5                     61.486 METERS 29459     |
 BJ1544| BJ1550 RATHBORNE AZ MK RESET               APPROX. 0.6 KM 3442041.2 |
 BJ1544| BJ1546 RATHBORNE 2 RM 3                     12.479 METERS 34521     |
 BJ1544|---------------------------------------------------------------------|
 BJ1544
 BJ1544                          SUPERSEDED SURVEY CONTROL
 BJ1544
 BJ1544  NAD 83(1986)-  30 23 11.83438(N)    090 25 32.95747(W) AD(       ) 2
 BJ1544  NAD 27      -  30 23 11.13488(N)    090 25 32.64818(W) AD(       ) 2
 BJ1544  NGVD 29 (??/??/??)    1.150  (m)            3.77   (f) ADJUSTED    1 1
 BJ1544
 BJ1544.Superseded values are not recommended for survey control.
 BJ1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1544.See file dsdata.txt to determine how the superseded data were derived.
 BJ1544
 BJ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4734664439(NAD 83)
 BJ1544_MARKER: DS = TRIANGULATION STATION DISK
 BJ1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1544_SP_SET: CONCRETE POST
 BJ1544_STAMPING: RATHBORNE 2 1954
 BJ1544_MARK LOGO: CGS   
 BJ1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1544+STABILITY: SURFACE MOTION
 BJ1544
 BJ1544  HISTORY     - Date     Condition        Report By
 BJ1544  HISTORY     - 1954     MONUMENTED       CGS
 BJ1544  HISTORY     - 1963     GOOD             CGS
 BJ1544  HISTORY     - 1964     GOOD             CGS
 BJ1544  HISTORY     - 1967     GOOD             CGS
 BJ1544  HISTORY     - 1969     GOOD             CGS
 BJ1544  HISTORY     - 1970     GOOD             NGS
 BJ1544  HISTORY     - 1973     GOOD             NGS
 BJ1544  HISTORY     - 1973     GOOD             NGS
 BJ1544  HISTORY     - 1986     GOOD             NGS
 BJ1544  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1544
 BJ1544                          STATION DESCRIPTION
 BJ1544
 BJ1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1544'THE STATION IS LOCATED 3.7 MILES SOUTH ON U.S. HIGHWAY 51
 BJ1544'FROM THE POST OFFICE IN PONCHATOULA, ON THE EAST SHOULDER
 BJ1544'OF U.S. HIGHWAY 51, 176.4 FEET SOUTH OF THE SOUTH RAIL OF
 BJ1544'THE LOUISIANA CYPRESS LUMBER CO. RAILROAD TRACKS, 17.7 FEET
 BJ1544'EAST OF THE CENTERLINE OF THE HIGHWAY, 28.5 FEET NORTHWEST
 BJ1544'OF A COPPER NAIL IN POLE NO. 15522 AND 22.3 FEET NORTH-NORTHWEST
 BJ1544'OF A COPPER NAIL IN A BRACE POLE.  IT IS A STANDARD DISK,
 BJ1544'STAMPED RATHBORNE 2 1954, FLUSH WITH THE SURFACE OF THE
 BJ1544'GROUND.
 BJ1544'
 BJ1544'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 176 FEET SOUTH
 BJ1544'OF THE SOUTH RAIL OF THE LOUISIANA CYPRESS LUMBER CO. RAILROAD
 BJ1544'TRACKS, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 61.5
 BJ1544'FEET WEST-NORTHWEST OF A COPPER NAIL IN POLE NO. 15522.  IT
 BJ1544'IS A STANDARD DISK STAMPED, RATHBORNE NO 2 1939, FLUSH WITH
 BJ1544'THE SURFACE OF THE GROUND.  THE ARROW ON THE DISK IS POINTING
 BJ1544'180 DEGREES FROM THE STATION.
 BJ1544'
 BJ1544'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 135.5 FEET
 BJ1544'SOUTH OF THE SOUTH RAIL OF THE LOUISIANA CYPRESS LUMBER CO.
 BJ1544'RAILROAD TRACKS, 17.7 FEET EAST OF THE CENTERLINE OF THE
 BJ1544'HIGHWAY, 72.6 FEET SOUTH-SOUTHWEST OF A COPPER NAIL IN
 BJ1544'POLE NO. 15521 AND 64 FEET NORTHWEST OF A COPPER NAIL IN A
 BJ1544'BRACE POLE.  IT IS A STANDARD DISK, STAMPED RATHBORNE 2
 BJ1544'NO 3 1954, FLUSH WITH THE SURFACE OF THE GROUND.
 BJ1544'
 BJ1544'REFERENCE MARK NO. 4 IS SOUTH OF THE STATION, 218 FEET SOUTH
 BJ1544'OF THE SOUTH RAIL OF THE LOUISIANA CYPRESS LUMBER CO. RAILROAD
 BJ1544'TRACKS, 17.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 BJ1544'29 FEET SOUTHWEST OF A COPPER NAIL IN POLE NO. 15522 AND
 BJ1544'21.7 FEET SOUTHWEST OF A COPPER NAIL IN A BRACE POLE.  IT
 BJ1544'IS A STANDARD DISK, STAMPED RATHBORNE 2 NO 4 1954, FLUSH
 BJ1544'WITH THE SURFACE OF THE GROUND.
 BJ1544'
 BJ1544'THE AZIMUTH MARK IS 17 FEET WEST OF THE CENTERLINE OF U.S.
 BJ1544'HIGHWAY 51 AND 2 FEET SOUTH OF THE FIRST BRIDGE NORTH OF
 BJ1544'THE STATION.  IT IS A STANDARD DISK, STAMPED RATHBORNE 1939,RESET
 BJ1544'1953, PROJECTING 4 INCHES.
 BJ1544
 BJ1544                          STATION RECOVERY (1963)
 BJ1544
 BJ1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BJ1544'THE STATION WAS VISITED 6-18-63 AND THE STATION MARK, REFERENCE
 BJ1544'MARKS 2 AND 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BJ1544'REFERENCE MARK NO. 4 WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 BJ1544'A NEW HIGHWAY HAS BEEN BUILT TO THE WEST OF THE MARK AND THE
 BJ1544'LOUISIANA CYPRESS CO. RAILROAD TRACKS HAVE BEEN REMOVED,
 BJ1544'HOWEVER THE OLD RAILROAD BED CAN BE FOUND BY THE RAISE IN
 BJ1544'THE OLD HIGHWAY BED AND THE TELEGRAPH POLES IN THAT AREA ARE
 BJ1544'HIGHER TO PROVIDE CLEARANCE FOR THE RAILROAD.  A NEW
 BJ1544'DESCRIPTION FOLLOWS--
 BJ1544'
 BJ1544'THE STATION IS LOCATED 3.7 MILES SOUTH ALONG OLD U.S. HIGHWAY
 BJ1544'51 FROM THE POST OFFICE AT PONCHATOULA, BETWEEN THE ILLINOIS
 BJ1544'RAILROAD AND THE OLD U.S. HIGHWAY 51, 112 PACES NORTH OF SIGNAL
 BJ1544'867.7 ON THE TRACKS, 82.5 FEET WEST OF THE WEST RAIL OF
 BJ1544'THE TRACK, 176 FEET SOUTH OF THE ABONDADED RAILROAD BED
 BJ1544'OF THE CYPRESS LUMBER CO. RAILROAD, 18 FEET EAST OF THE CENTER
 BJ1544'OF THE OLD ROAD BED, 28.5 FEET NORTHWEST OF THE COPPER NAIL
 BJ1544'DRIVEN IN TELEGRAPH POLE NO. 15522 AND 1 FOOT NORTHEAST OF
 BJ1544'A METAL WITNESS POST.  IT IS A STANDARD STAMPED, RATHBORNE
 BJ1544'2 1954, FLUSH WITH THE GROUND.
 BJ1544'
 BJ1544'REFERENCE MARK NO, 2 IS 37.66 GEET WEST OF THE STATION, 21
 BJ1544'FEET WEST OF THE CENTER OF THE OLD HIGHWAY, 64 FEET EAST
 BJ1544'OF THE CENTER OF THE NEW HIGHWAY, 61.5 FEET WEST-NORTHWEST
 BJ1544'OF THE COPPER NAIL IN POLE NO. 15522, ANF 1 FOOT NORTH OF
 BJ1544'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED RATHBORNE
 BJ1544'NO 2 1939, 6 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE--THE
 BJ1544'ARROW ON THE MARK POINTS 180 DEGREES FROM THE STATION.
 BJ1544'
 BJ1544'REFERENCE MARK NO. 3 IS 40.94 FEET NORTH OF THE STATION,
 BJ1544'17.7 FEET EAST OF THE CENTER OF OLD HIGHWAY 51, 73 FEET
 BJ1544'SOUTH-SOUTHWEST OF THE COPPER NAIL IN POLE NO. 15521 AND
 BJ1544'1 FOOT EAST OF A METAL WITNESS POST IT IS A STANDARD DISK,
 BJ1544'STAMPED RATHBORNE 2 NO 3 1954, FLUSH WITH THE GROUND.
 BJ1544'
 BJ1544'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, 17 FEET
 BJ1544'WEST OF THE CENTER OF THE OLD HIGHWAY, 2 FEET SOUTH OF THE
 BJ1544'SOUTHWEST CORNER OF THE FIRST BRIDGE NORTH OF THE STATION,
 BJ1544'66 FEET EAST OF THE CENTER OF THE NEW HIGHWAY, 34 FEET EAST
 BJ1544'OF THE SOUTHEAST CORNER OF A CONCRETE BRIDGE BUILT IN 1954,
 BJ1544'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BJ1544'DISK STAMPED RATHBORNE 1939 RESET 1954, PROJECTING 4 INCHES.
 BJ1544
 BJ1544                          STATION RECOVERY (1964)
 BJ1544
 BJ1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1544'THE STATION, REFERENCE MARK NO. 2 AND 3 AND THE AZIMUTH
 BJ1544'MARK WAS RECOVERED.  A CONCRETE POST WAS FOUND AT THE DESCRIBED
 BJ1544'LOCATION OF R.M. 4 WITH THE DISK IMPRESSION BUT THE DISK
 BJ1544'HAD BEEN REMOVED, THE STATION MAY BE REACHED BY GOING 3.7
 BJ1544'MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1544'STATION AT PONCHATOULA, 181 FEET SOUTH OF THE CENTER LINE
 BJ1544'OF AN OLD GRADE CROSSING, 79 FEET WEST OF THE WEST RAIL,
 BJ1544'18-1/2 FEET EAST OF THE CENTER LINE OF ABANDONED (OLD) U.S.
 BJ1544'HIGHWAY 51, 29 FEET NORTHWEST OF POLE NO. 15522, 1 FOOT BELOW
 BJ1544'LEVEL OF OLD HIGHWAY AND 5 INCHES BELOW SURFACE OF GROUND.
 BJ1544'REFERENCE MARK NO. 2 IS 37.6 FEET WEST OF AND ACROSS OLD
 BJ1544'HIGHWAY FROM STATION, 19 FEET WEST OF CENTER LINE OF OLD
 BJ1544'HIGHWAY, 1-1/2 FOOT BELOW LEVEL OF OLD HIGHWAY AND SET IN
 BJ1544'TOP OF CONCRETE POST 4 INCHES BELOW GROUND. REFERENCE
 BJ1544'MARK NO. 3 IS 41.0 FEET NORTH OF THE STATION, 18 FEET
 BJ1544'EAST OF CENTER LINE OF OLD HIGHWAY, 79 FEET WEST OF
 BJ1544'WEST RAIL OF ICRR, SET IN TOP OF CONCRETE POST
 BJ1544'PROJECTING 1 INCH.  THE AZIMUTH MARK IS ABOUT 0.35 MILE
 BJ1544'NORTH OF THE STATION, 9 POLES SOUTH OF MILEPOST 867,
 BJ1544'115 FEET WEST OF WEST RAIL, 17-1/2 FEET WEST OF THE
 BJ1544'CENTER LINE OF OLD U.S. HIGHWAY 51, 5 FEET SOUTHWEST OF
 BJ1544'SOUTHWEST CORNER OF ABANDONED BRIDGE, 0.8 FOOT NORTHWEST
 BJ1544'OF WITNESS POST, CONCRETE POST 2 INCHES BELOW GROUND.
 BJ1544
 BJ1544                          STATION RECOVERY (1967)
 BJ1544
 BJ1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 BJ1544'THE STATION WAS VISITED 4-14-67 AND THE STATION MARK, R.M.
 BJ1544'NO. 2 AND R.M. NO. 3 AND AZIMUTH MARK WERE FOUND IN GOOD
 BJ1544'CONDITION.  REFERENCE MARK NO. 4 WAS FOUND DESTROYED.  THE
 BJ1544'OLD ROAD, U.S. HIGHWAY 51 IS NO LONGER IN USE AND THE SURFACE
 BJ1544'MATERIAL HAS BEEN REMOVED FROM ITS TOP.  THE TELEGRAPH POLES
 BJ1544'ALONG THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE OLD
 BJ1544'LOUISIANA CYPRESS LUMBER CO. RAILROAD TRACKS HAVE BEEN REMOVED
 BJ1544'EXCEPT FOR A SMALL SECTION OF RAIL WHERE IT CROSSES THE OLD
 BJ1544'ROAD BED.  THE MARKS HAVE BEEN TIED INTO PRECISE LEVELS.
 BJ1544'A NEW DESCRIPTION FOLLOWS--
 BJ1544'
 BJ1544'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTH ALONG U.S.
 BJ1544'HIGHWAY 51 FROM THE POST OFFICE IN PONCHATOULA ON THE EAST
 BJ1544'SHOULDER OF THE OLD ROAD BED BETWEEN THE PRESENT U.S. HIGHWAY
 BJ1544'51 AND THE ILLINOIS CENTRAL RAILROAD TRACKS, ABOUT 107 PACES
 BJ1544'NORTH OF RAILROAD SIGNAL NO. 866.7, 18 FT. E OF THE CENTERLINE
 BJ1544'OF THE OLD ROAD BED, 100 FT. E OF THE CENTERLINE OF PRESENT
 BJ1544'U.S. HIGHWAY 51, 85 FT. W OF WEST RAIL OF TRACKS, 124.5 FT.
 BJ1544'NE OF POWER POLE BETWEEN THE TWO ROADS, 178.5 FT. S OF SOUTH
 BJ1544'RAIL OF OLD NARROW GAGE RAILROAD.  (SECTION REMAINING IN
 BJ1544'ROAD BED), 1 FOOT E OF METAL WITNESS POST.  IT IS A STANDARD
 BJ1544'TRIANGULATION MARK DISK STAMPED RATHBORNE 2 1954 FLUSH WITH
 BJ1544'GROUND.
 BJ1544'
 BJ1544'REFERENCE MARK NO. 2 IS 37.77 FT. W OF STATION ON THE WEST
 BJ1544'SHOULDER OF THE OLD ROAD BED, 20 FT. W OF THE CENTERLINE OF
 BJ1544'OLD ROAD, 62 FT. E OF THE CENTERLINE OF PRESENT ROAD (U.S.
 BJ1544'HIGHWAY 51), 112 FT. N OF POWER POLE, 1 FOOT W OF METAL
 BJ1544'WITNESS POST, 178.5 FT. S OF SOUTH RAIL OF OLD NARROW GAGE
 BJ1544'RAILROAD.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ1544'RATHBORNE NO. 2 1954 FLUSH WITH GROUND.  LEANING SLIGHTLY
 BJ1544'TO WEST AND ARROW POINTING 180 DEG AWAY FROM STATION.
 BJ1544'
 BJ1544'REFERENCE MARK NO. 3 IS 40.93 FT. N OF STATION ON EAST SHOULDER
 BJ1544'OF OLD ROAD BED, 137.5 FT. S OF SOUTH RAIL OF OLD TRACK
 BJ1544'CROSSING OLD HIGHWAY, 17.7 FT. E OF THE CENTERLINE OF OLD
 BJ1544'ROAD BED, 166 FT. NNE OF POWER POLE, 1 FOOT E OF METAL WITNESS
 BJ1544'POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED RATHBORNE
 BJ1544'NO. 3 1954, FLUSH WITH GROUND.
 BJ1544'
 BJ1544'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION BETWEEN
 BJ1544'THE HIGHWAY AND RAILROAD TRACKS AT THE REMAINS OF THE FIRST
 BJ1544'BRIDGE ON OLD ROAD BED, NORTH OF STATION, 65 FT. E OF THE
 BJ1544'CENTERLINE OF U.S. HIGHWAY 51, 16 FT. W OF THE CENTERLINE
 BJ1544'OF OLD HIGHWAY BED, 116 FT. NNE OF POWER POLE, 1 FOOT OF
 BJ1544'WITNESS POST, 35 FT. ESE OF SOUTH END OF LARGE CONCRETE
 BJ1544'CULVERT HEADWALL.  IT IS A STANDARD AZIMUTH MARK DISK STAMPED
 BJ1544'RATHBORNE RESET 1953, PROJECTS 6INCHES
 BJ1544'
 BJ1544'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 190 AND
 BJ1544'U.S. HIGHWAY 51 IN HAMMOND, TO SOUTH ON U.S. HIGHWAY 51
 BJ1544'FOR 4.2 MILES TO THE OVERASS AT JUNCTION WITH STATE HIGHWAY
 BJ1544'22, CONTINUE SOUTH ON U.S. HIGHWAY 51 FOR 3.8 MILES TO THE
 BJ1544'AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR 0.35 MILE TO
 BJ1544'STATION ON THE LEFT.
 BJ1544'
 BJ1544'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ1544'
 BJ1544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BJ1544'SOUTH OF PONCHATOULA
 BJ1544
 BJ1544                          STATION RECOVERY (1969)
 BJ1544
 BJ1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BJ1544'RECOVERED AS DESCRIBED.  THE STATION MARK, RM 2, RM 3 AND THE AZIMUTH
 BJ1544'RESET 1953 WERE ALL FOUND IN GOOD CONDITION.
 BJ1544'
 BJ1544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTH OF
 BJ1544'PONCHATOULA.
 BJ1544
 BJ1544                          STATION RECOVERY (1970)
 BJ1544
 BJ1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ1544'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND THE AZIMUTH
 BJ1544'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 BJ1544'MARK 5 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTIONS TO
 BJ1544'REFERENCE MARK 2, REFERENCE MARK 3 AND THE AZIMUTH MARK CHECKED
 BJ1544'FAVORABLE.  A NEW DESCRIPTION FOLLOWS.
 BJ1544'
 BJ1544'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTH-SOUTHEAST OF
 BJ1544'PONCHATOULA ON THE RIGHT-OF-WAY OF US HIGHWAY 51 IN THE EDGE OF
 BJ1544'WOODED AREA EAST OF THE HIGHWAY.
 BJ1544'
 BJ1544'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 BJ1544'STATE HIGHWAY 22 JUST WEST OF PONCHATOULA, GO SOUTH ON INTERSTATE
 BJ1544'HIGHWAY 55 FOR 2.45 MILES TO UNDERPASS AND JUNCTION WITH US HIGHWAY
 BJ1544'51.  CONTINUE SOUTH ON INTERSTATE HIGHWAY 55 FOR 1.55 MILES TO THE
 BJ1544'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON US HIGHWAY 51
 BJ1544'(INTERSTATE HIGHWAY 55 NOT COMPLETED) FOR 0.4 MILE TO THE STATION
 BJ1544'MARK ON THE LEFT.
 BJ1544'
 BJ1544'THE STATION MARK IS A STANDARD DISK, STAMPED RATHBORNE 2 1954, SET IN
 BJ1544'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ1544'WITH THE SURFACE OF THE GROUND.  IT IS 126 FEET NORTHEAST OF A
 BJ1544'POWERLINE POLE NUMBER 545 LPL 12 1963, 100 FEET EAST OF THE CENTER
 BJ1544'OF US HIGHWAY 51 AND 0.5 FOOT EAST OF A METAL WITNESS POST WITH A
 BJ1544'SIGN ATTACHED.
 BJ1544'
 BJ1544'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RATHBORNE NO 2 1939, SET
 BJ1544'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ1544'THE SURFACE OF THE GROUND.  IT IS 117 FEET NORTH-NORTHEAST OF A
 BJ1544'POWERLINE POLE NUMBER 545 LPL 12 1963, 62 FEET EAST OF THE CENTER
 BJ1544'OF US HIGHWAY 51 AND 1 FOOT WEST OF A METAL WITNESS POST WITH A
 BJ1544'SIGN ATTACHED.
 BJ1544'
 BJ1544'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RATHBORNE NO 3 1954, SET
 BJ1544'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ1544'THE SURFACE OF THE GROUND.  IT IS 164 FEET NORTHEAST OF A POWERLINE
 BJ1544'POLE NUMBER 545 LPL 12 1963, 103 FEET EAST OF THE CENTER OF US
 BJ1544'HIGHWAY 51 AND 1 FOOT WEST OF A METAL WITNESS POST WITH A SIGN
 BJ1544'ATTACHED.
 BJ1544'
 BJ1544'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED RATHBORNE 2 NO 5 1954
 BJ1544'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ1544'PROJECTS 1 INCH.  THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK
 BJ1544'DISK, STAMPED RATHBORNE 2 NO 5, SET IN THE TOP OF A MASS OF
 BJ1544'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS
 BJ1544'166 FEET SOUTHWEST OF A POWERLINE POLE, 55.5 FEET WEST OF THE
 BJ1544'CENTER OF US HIGHWAY 51 AND 18.1 FEET EAST-SOUTHEAST OF A METAL
 BJ1544'WITNESS POST WITH A SIGN ATTACHED.
 BJ1544'
 BJ1544'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RATHBORNE 1939 RESET
 BJ1544'1953, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ1544'PROJECTS 6 INCHES.  IT IS 117 FEET NORTH-NORTHEAST OF A POWERLINE
 BJ1544'POLE, 64 FEET EAST OF THE CENTER OF US HIGHWAY 51, 34 FEET EAST OF
 BJ1544'THE SOUTH END OF A CONCRETE CULVERT HEADWALL AND 0.5 FOOT NORTHWEST
 BJ1544'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ1544'
 BJ1544'DISTANCE RM 2 TO RM 3 54.63 FEET OR 16.652 METERS.
 BJ1544'
 BJ1544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/4 MILES
 BJ1544'SOUTH-SOUTHEAST OF PONCHATOULA.
 BJ1544
 BJ1544                          STATION RECOVERY (1973)
 BJ1544
 BJ1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ1544'THE STATION MARK, REFERENCE MARKS 2,3,5 AND THE AZIMUTH MARK
 BJ1544'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BJ1544'
 BJ1544'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR RATHBORNE
 BJ1544'2 1954 R.M. 5 1970.
 BJ1544
 BJ1544                          STATION RECOVERY (1973)
 BJ1544
 BJ1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BJ1544'3.7 MI S FROM PONCHATOULA.
 BJ1544'4.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 55 AND U. S. HIGHWAY 51 FROM
 BJ1544'THE JUNCTION OF STATE HIGHWAY 22, 1 MILE WEST OF PONCHATOULA, 126 FEET
 BJ1544'NORTHEAST OF A POWERLINE POLE, 100 FEET EAST OF THE CENTER OF U. S.
 BJ1544'HIGHWAY 51, 0.5 FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP
 BJ1544'OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND FLUSH
 BJ1544'WITH THE GROUND SURFACE.
 BJ1544
 BJ1544                          STATION RECOVERY (1986)
 BJ1544
 BJ1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1544'RECOVERED IN GOOD CONDITION.
 BJ1544
 BJ1544                          STATION RECOVERY (1992)
 BJ1544
 BJ1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1544'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1546 ***********************************************************************
 BJ1546  DESIGNATION -  RATHBORNE 2 RM 3
 BJ1546  PID         -  BJ1546
 BJ1546  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1546  USGS QUAD   -  PONCHATOULA (1994)
 BJ1546
 BJ1546                         *CURRENT SURVEY CONTROL
 BJ1546  ___________________________________________________________________
 BJ1546* NAD 83(1986)-  30 23 12.     (N)    090 25 33.     (W)     SCALED    
 BJ1546* NAVD 88     -         1.176  (meters)       3.86   (feet)  READJUSTED
 BJ1546  ___________________________________________________________________
 BJ1546  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ1546  DYNAMIC HT  -           1.170 (meters)       3.84  (feet)  COMP
 BJ1546  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ1546
 BJ1546  VERT ORDER  -  ?
 BJ1546
 BJ1546.The horizontal coordinates were scaled from a topographic map and have
 BJ1546.an estimated accuracy of +/- 6 seconds.
 BJ1546
 BJ1546.The orthometric height was determined by differential leveling
 BJ1546.and adjusted by the National Geodetic Survey in June 1991..
 BJ1546.The height was derived from older observations constrained to new
 BJ1546.heights in a crustal motion area.  The height is approximate in
 BJ1546.relation to other heights in its vicinity.
 BJ1546
 BJ1546.The geoid height was determined by GEOID03.
 BJ1546
 BJ1546.The dynamic height is computed by dividing the NAVD 88
 BJ1546.geopotential number by the normal gravity value computed on the
 BJ1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1546.degrees latitude (g = 980.6199 gals.).
 BJ1546
 BJ1546.The modeled gravity was interpolated from observed gravity values.
 BJ1546
 BJ1546;                    North         East    Units  Estimated Accuracy
 BJ1546;SPC LA S     -   209,470.    1,087,210.      MT  (+/- 180 meters Scaled)
 BJ1546
 BJ1546                          SUPERSEDED SURVEY CONTROL
 BJ1546
 BJ1546  NGVD 29 (??/??/??)    1.159  (m)            3.80   (f) ADJUSTED    1 1
 BJ1546
 BJ1546.Superseded values are not recommended for survey control.
 BJ1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1546.See file dsdata.txt to determine how the superseded data were derived.
 BJ1546
 BJ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP473644(NAD 83)
 BJ1546_MARKER: DR = REFERENCE MARK DISK
 BJ1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1546_SP_SET: CONCRETE POST
 BJ1546_STAMPING: RATHBORNE 2 NO 3 1954
 BJ1546_MARK LOGO: CGS   
 BJ1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1546+STABILITY: SURFACE MOTION
 BJ1546
 BJ1546  HISTORY     - Date     Condition        Report By
 BJ1546  HISTORY     - 1954     MONUMENTED       CGS
 BJ1546  HISTORY     - 1973     GOOD             NGS
 BJ1546  HISTORY     - 1978     GOOD             USE
 BJ1546  HISTORY     - 1986     GOOD             NGS
 BJ1546  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1546
 BJ1546                          STATION DESCRIPTION
 BJ1546
 BJ1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ1546'3.7 MI S FROM PONCHATOULA.
 BJ1546'4.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 55 AND U. S. HIGHWAY 51 FROM
 BJ1546'THE JUNCTION OF STATE HIGHWAY 22, (1 MILE WEST OF PONCHATOULA), 164
 BJ1546'FEET NORTHEAST OF A POWERLINE POLE, 103 FEET EAST OF THE CENTER OF U.
 BJ1546'S. HIGHWAY 51, 1 FOOT SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND
 BJ1546'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BJ1546'WITH THE GROUND SURFACE.
 BJ1546
 BJ1546                          STATION RECOVERY (1978)
 BJ1546
 BJ1546'RECOVERY NOTE BY US ENGINEERS 1978
 BJ1546'RECOVERED IN GOOD CONDITION.
 BJ1546
 BJ1546                          STATION RECOVERY (1986)
 BJ1546
 BJ1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1546'RECOVERED IN GOOD CONDITION.
 BJ1546
 BJ1546                          STATION RECOVERY (1992)
 BJ1546
 BJ1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1546'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4337 ***********************************************************************
 BJ4337  DESIGNATION -  RATHBORNE 2 RM 5
 BJ4337  PID         -  BJ4337
 BJ4337  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4337  USGS QUAD   -  PONCHATOULA (1994)
 BJ4337
 BJ4337                         *CURRENT SURVEY CONTROL
 BJ4337  ___________________________________________________________________
 BJ4337* NAD 83(1992)-  30 23 12.66218(N)    090 25 35.04635(W)     ADJUSTED  
 BJ4337* NAVD 88     -         0.96   (+/-2cm)       3.1    (feet)  VERTCON   
 BJ4337  ___________________________________________________________________
 BJ4337  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ4337  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ4337
 BJ4337  HORZ ORDER  -  FIRST
 BJ4337  VERT ORDER  -  THIRD ? (See Below)
 BJ4337
 BJ4337.The horizontal coordinates were established by classical geodetic methods
 BJ4337.and adjusted by the National Geodetic Survey in January 1993..
 BJ4337
 BJ4337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4337.The vertical order pertains to the NGVD 29 superseded value.
 BJ4337
 BJ4337.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4337
 BJ4337.The geoid height was determined by GEOID03.
 BJ4337
 BJ4337;                    North         East     Units Scale Factor Converg.
 BJ4337;SPC LA S     -   209,493.071 1,087,159.651   MT  0.99994835   +0 27 12.5
 BJ4337;SPC LA S     -   687,311.85  3,566,789.62   sFT  0.99994835   +0 27 12.5
 BJ4337;UTM  15      - 3,364,463.327   747,290.117   MT  1.00035449   +1 18 08.9
 BJ4337
 BJ4337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4337!SPC LA S     -   1.00000406  x   0.99994835  =   0.99995241
 BJ4337!UTM  15      -   1.00000406  x   1.00035449  =   1.00035855
 BJ4337
 BJ4337|---------------------------------------------------------------------|
 BJ4337| PID    Reference Object                     Distance      Geod. Az  |
 BJ4337|                                                           dddmmss.s |
 BJ4337| BJ1546 RATHBORNE 2 RM 3                     54.404 METERS 10449     |
 BJ4337| BJ1544 RATHBORNE 2                          61.486 METERS 11459     |
 BJ4337| BJ1545 RATHBORNE RM 2                       52.840 METERS 12236     |
 BJ4337| BJ1550 RATHBORNE AZ MK RESET               APPROX. 0.6 KM 3484722.7 |
 BJ4337|---------------------------------------------------------------------|
 BJ4337
 BJ4337                          SUPERSEDED SURVEY CONTROL
 BJ4337
 BJ4337  NAD 83(1986)-  30 23 12.67769(N)    090 25 35.04457(W) AD(       ) 1
 BJ4337  NAD 27      -  30 23 11.97840(N)    090 25 34.73561(W) AD(       ) 1
 BJ4337  NGVD 29 (07/19/86)    0.98   (m)            3.2    (f) LEVELING    3  
 BJ4337
 BJ4337.Superseded values are not recommended for survey control.
 BJ4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4337.See file dsdata.txt to determine how the superseded data were derived.
 BJ4337
 BJ4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4729064463(NAD 83)
 BJ4337_MARKER: DR = REFERENCE MARK DISK
 BJ4337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4337
 BJ4337  HISTORY     - Date     Condition        Report By
 BJ4337  HISTORY     - 1970     MONUMENTED       NGS
 BJ4337  HISTORY     - 1973     GOOD             NGS
 BJ4337  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ4337
 BJ4337                          STATION DESCRIPTION
 BJ4337
 BJ4337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4337'THE STATION MARK IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF
 BJ4337'PONCHATOULA ON THE WEST SIDE OF US HIGHWAY 51 RIGHT-OF-WAY.
 BJ4337'
 BJ4337'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 BJ4337'STATE HIGHWAY 22 ABOUT 1 MILE WEST OF PONCHATOULA, GO SOUTH ON
 BJ4337'INTERSTATE HIGHWAY 55 FOR 2.45 MILES TO UNDERPASS AT THE JUNCTION
 BJ4337'WITH US HIGHWAY 51 AND INTERSTATE HIGHWAY 55.  CONTINUE SOUTH ON
 BJ4337'INTERSTATE HIGHWAY 55 FOR 1.55 MILES TO THE AZIMUTH MARK ON THE
 BJ4337'LEFT.  CONTINUE SOUTH ON US HIGHWAY 51 FOR 0.4 MILE TO THE STATION ON
 BJ4337'THE RIGHT.
 BJ4337'
 BJ4337'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED RATHBORNE
 BJ4337'2 NO 5 1954 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4337'MONUMENT THAT PROJECTS 1 INCH.  THE UNDER GROUND MARK IS A STANDARD
 BJ4337'REFERENCE MARK DISK, STAMPED RATHBORNE 2 NO 5 1954 1970, SET IN
 BJ4337'THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 BJ4337'GROUND.  THE STATION MARK IS 55 FEET WEST OF THE CENTER OF US
 BJ4337'HIGHWAY 51, 18.1 FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH A
 BJ4337'SIGN ATTACHED AND 16.6 FEET SOUTHWEST OF A POWERLINE POLE.
 BJ4337'
 BJ4337'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RATHBORNE NO 2 1939, SET
 BJ4337'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4337'THE SURFACE OF THE GROUND.  IT IS 117 FEET NORTH-NORTHEAST OF A
 BJ4337'POWERLINE POLE NUMBER 545 LPL 12 1963, 62 FEET EAST OF THE CENTER
 BJ4337'OF US HIGHWAY 51 AND 1 FOOT WEST OF A METAL WITNESS POST WITH A
 BJ4337'SIGN ATTACHED.
 BJ4337'
 BJ4337'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RATHBORNE 2 NO 3 1954,
 BJ4337'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BJ4337'WITH THE SURFACE OF THE GROUND.  IT IS 164 FEET NORTHEAST OF A
 BJ4337'POWERLINE POLE NUMBER 545 LPL 12 1963, 103 FEET EAST OF THE CENTER
 BJ4337'OF US HIGHWAY 51 AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST WITH A
 BJ4337'SIGN ATTACHED.
 BJ4337'
 BJ4337'RATHBORNE 2 1954 IS A STANDARD STATION MARK DISK, STAMPED RATHBORNE 2
 BJ4337'1954, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4337'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 126 FEET NORTHEAST
 BJ4337'OF POWERLINE POLE NUMBER 545 LPL 12 1963, 100 FEET EAST OF THE
 BJ4337'CENTER OF US HIGHWAY 51 AND 0.5 FOOT EAST OF A METAL WITNESS POST
 BJ4337'WITH A SIGN ATTACHED.
 BJ4337'
 BJ4337'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RATHBORNE 1939 RESET
 BJ4337'1953, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ4337'PROJECTS 6 INCHES.  IT IS 117 FEET NORTH-NORTHEAST OF A POWERLINE
 BJ4337'POLE, 64 FEET EAST OF THE CENTER OF US HIGHWAY 51, 34 FEET EAST OF
 BJ4337'THE SOUTH END OF A CONCRETE CULVERT ABUTMENT AND 0.5 FOOT NORTHWEST
 BJ4337'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ4337'
 BJ4337'HEIGHT OF LIGHT ABOVE STATION MARK 37.66 METERS.
 BJ4337
 BJ4337                          STATION RECOVERY (1973)
 BJ4337
 BJ4337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4337'THE STATION MARK, RATHBORNE 2 1954, REFERENCE MARKS 2 AND 3 AND THE
 BJ4337'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BJ4337'
 BJ4337'THE HORIZONTAL DIRECTIONS BETWEEN THE MARKS AND THE DISTANCE CHECKED
 BJ4337'THE 1970 DATA ADEQUATE.
 BJ4337'
 BJ4337'THE 1970 DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
 BJ4337'
 BJ4337'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4337'
 BJ4337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PONCHATOULA.
 BJ4337
 BJ4337                          STATION RECOVERY (1992)
 BJ4337
 BJ4337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ4337'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1550 ***********************************************************************
 BJ1550  DESIGNATION -  RATHBORNE AZ MK RESET
 BJ1550  PID         -  BJ1550
 BJ1550  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1550  USGS QUAD   -  PONCHATOULA (1994)
 BJ1550
 BJ1550                         *CURRENT SURVEY CONTROL
 BJ1550  ___________________________________________________________________
 BJ1550* NAD 83(1992)-  30 23 31.     (N)    090 25 39.     (W)     SCALED    
 BJ1550* NAVD 88     -         1.286  (meters)       4.22   (feet)  READJUSTED
 BJ1550  ___________________________________________________________________
 BJ1550  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ1550  DYNAMIC HT  -           1.280 (meters)       4.20  (feet)  COMP
 BJ1550  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ1550
 BJ1550  VERT ORDER  -  ?
 BJ1550
 BJ1550.The horizontal coordinates were scaled from a topographic map and have
 BJ1550.an estimated accuracy of +/- 6 seconds.
 BJ1550
 BJ1550.The orthometric height was determined by differential leveling
 BJ1550.and adjusted by the National Geodetic Survey in June 1991..
 BJ1550.The height was derived from older observations constrained to new
 BJ1550.heights in a crustal motion area.  The height is approximate in
 BJ1550.relation to other heights in its vicinity.
 BJ1550
 BJ1550.The geoid height was determined by GEOID03.
 BJ1550
 BJ1550.The dynamic height is computed by dividing the NAVD 88
 BJ1550.geopotential number by the normal gravity value computed on the
 BJ1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1550.degrees latitude (g = 980.6199 gals.).
 BJ1550
 BJ1550.The modeled gravity was interpolated from observed gravity values.
 BJ1550
 BJ1550;                    North         East    Units  Estimated Accuracy
 BJ1550;SPC LA S     -   210,060.    1,087,050.      MT  (+/- 180 meters Scaled)
 BJ1550
 BJ1550                          SUPERSEDED SURVEY CONTROL
 BJ1550
 BJ1550  NGVD 29 (??/??/??)    1.269  (m)            4.16   (f) ADJUSTED    1 1
 BJ1550
 BJ1550.Superseded values are not recommended for survey control.
 BJ1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1550.See file dsdata.txt to determine how the superseded data were derived.
 BJ1550
 BJ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP471650(NAD 83)
 BJ1550_MARKER: DZ = AZIMUTH MARK DISK
 BJ1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1550_SP_SET: CONCRETE POST
 BJ1550_STAMPING: RATHBORNE 1939 RESET 1953
 BJ1550_MARK LOGO: CGS   
 BJ1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1550+STABILITY: SURFACE MOTION
 BJ1550
 BJ1550  HISTORY     - Date     Condition        Report By
 BJ1550  HISTORY     - 1953     MONUMENTED       CGS
 BJ1550  HISTORY     - 1973     GOOD             NGS
 BJ1550  HISTORY     - 1986     GOOD             NGS
 BJ1550  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1550
 BJ1550                          STATION DESCRIPTION
 BJ1550
 BJ1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ1550'3.25 MI S FROM PONCHATOULA.
 BJ1550'4.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 55 AND U. S. HIGHWAY 51 FROM
 BJ1550'THE JUNCTION OF STATE HIGHWAY 22, (1 MILE WEST OF PONCHATOULA) 117
 BJ1550'FEET NORTH-NORTHEAST OF A POWERLINE POLE, 64 FEET EAST OF THE CENTER
 BJ1550'OF U. S. HIGHWAY 51, 34 FEET EAST OF THE SOUTH END OF A CONCRETE
 BJ1550'CULVERT ABUTMENT, 0.5 FOOT NORTHWEST OF A METAL WITNESS POST WITH SIGN
 BJ1550'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BJ1550'6 INCHES ABOVE THE GROUND SURFACE.
 BJ1550
 BJ1550                          STATION RECOVERY (1986)
 BJ1550
 BJ1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1550'RECOVERED IN GOOD CONDITION.
 BJ1550
 BJ1550                          STATION RECOVERY (1992)
 BJ1550
 BJ1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1550'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1545 ***********************************************************************
 BJ1545  DESIGNATION -  RATHBORNE RM 2
 BJ1545  PID         -  BJ1545
 BJ1545  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1545  USGS QUAD   -  PONCHATOULA (1994)
 BJ1545
 BJ1545                         *CURRENT SURVEY CONTROL
 BJ1545  ___________________________________________________________________
 BJ1545* NAD 83(1986)-  30 23 11.     (N)    090 25 34.     (W)     SCALED    
 BJ1545* NAVD 88     -         0.969  (meters)       3.18   (feet)  READJUSTED
 BJ1545  ___________________________________________________________________
 BJ1545  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ1545  DYNAMIC HT  -           0.970 (meters)       3.18  (feet)  COMP
 BJ1545  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ1545
 BJ1545  VERT ORDER  -  ?
 BJ1545
 BJ1545.The horizontal coordinates were scaled from a topographic map and have
 BJ1545.an estimated accuracy of +/- 6 seconds.
 BJ1545
 BJ1545.The orthometric height was determined by differential leveling
 BJ1545.and adjusted by the National Geodetic Survey in June 1991..
 BJ1545.The height was derived from older observations constrained to new
 BJ1545.heights in a crustal motion area.  The height is approximate in
 BJ1545.relation to other heights in its vicinity.
 BJ1545
 BJ1545.The geoid height was determined by GEOID03.
 BJ1545
 BJ1545.The dynamic height is computed by dividing the NAVD 88
 BJ1545.geopotential number by the normal gravity value computed on the
 BJ1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1545.degrees latitude (g = 980.6199 gals.).
 BJ1545
 BJ1545.The modeled gravity was interpolated from observed gravity values.
 BJ1545
 BJ1545;                    North         East    Units  Estimated Accuracy
 BJ1545;SPC LA S     -   209,440.    1,087,190.      MT  (+/- 180 meters Scaled)
 BJ1545
 BJ1545                          SUPERSEDED SURVEY CONTROL
 BJ1545
 BJ1545  NGVD 29 (??/??/??)    0.952  (m)            3.12   (f) ADJUSTED    1 1
 BJ1545
 BJ1545.Superseded values are not recommended for survey control.
 BJ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1545.See file dsdata.txt to determine how the superseded data were derived.
 BJ1545
 BJ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP473644(NAD 83)
 BJ1545_MARKER: DR = REFERENCE MARK DISK
 BJ1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1545_SP_SET: CONCRETE POST
 BJ1545_STAMPING: RATHBORNE NO 2 1939
 BJ1545_MARK LOGO: CGS   
 BJ1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1545+STABILITY: SURFACE MOTION
 BJ1545
 BJ1545  HISTORY     - Date     Condition        Report By
 BJ1545  HISTORY     - 1939     MONUMENTED       CGS
 BJ1545  HISTORY     - 1973     GOOD             NGS
 BJ1545  HISTORY     - 1986     GOOD             NGS
 BJ1545  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1545
 BJ1545                          STATION DESCRIPTION
 BJ1545
 BJ1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ1545'3.7 MI S FROM PONCHATOULA.
 BJ1545'4.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 55 AND U. S. HIGHWAY 51 FROM
 BJ1545'THE JUNCTION OF STATE HIGHWAY 22, (1 MILE WEST OF PONCHATOULA), 117
 BJ1545'FEET NORTH-NORTHEAST OF A POWERLINE POLE, 62 FEET EAST OF THE CENTER
 BJ1545'OF U. S. HIGHWAY 51, 1 FOOT WEST OF A METAL WITNESS POST WITH SIGN AND
 BJ1545'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BJ1545'WITH THE GROUND SURFACE.
 BJ1545
 BJ1545                          STATION RECOVERY (1986)
 BJ1545
 BJ1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1545'RECOVERED IN GOOD CONDITION, THE RECOVERY IS ADEQUATE WITH THE
 BJ1545'FOLLOWING CORRECTIONS.  THE METAL WITNESS POST WITHOUT SIGN WAS FOUND
 BJ1545'LYING ON THE GROUND.
 BJ1545'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 BJ1545
 BJ1545                          STATION RECOVERY (1992)
 BJ1545
 BJ1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1545'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1181 ***********************************************************************
 AT1181  DESIGNATION -  RATTLESNAKE
 AT1181  PID         -  AT1181
 AT1181  STATE/COUNTY-  LA/PLAQUEMINES
 AT1181  USGS QUAD   -  BAY BATISTE (1993)
 AT1181
 AT1181                         *CURRENT SURVEY CONTROL
 AT1181  ___________________________________________________________________
 AT1181* NAD 83(1992)-  29 24 01.19137(N)    089 46 25.25048(W)     ADJUSTED  
 AT1181* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1181  **This station is located in a subsidence area (see below).
 AT1181  ___________________________________________________________________
 AT1181  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AT1181  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AT1181
 AT1181  HORZ ORDER  -  FIRST
 AT1181
 AT1181.The horizontal coordinates were established by classical geodetic methods
 AT1181.and adjusted by the National Geodetic Survey in January 1993..
 AT1181
 AT1181 ** The orthometric height has not been validated since last determined
 AT1181 ** by differential leveling and should not be used for control purposes.
 AT1181 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1181 ** area with valid NAVD 88 orthometric heights.
 AT1181 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1181 ** epoch indicated which incorporates improved geoid heights for the
 AT1181 ** Southern Louisiana Subsidence area.
 AT1181 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1181.The orthometric height was scaled from a topographic map.
 AT1181
 AT1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1181
 AT1181.The geoid height was determined by GEOID03.
 AT1181
 AT1181;                    North         East     Units Scale Factor Converg.
 AT1181;SPC LA S     -   100,828.558 1,151,373.923   MT  0.99998028   +0 46 47.4
 AT1181;SPC LA S     -   330,801.69  3,777,465.95   sFT  0.99998028   +0 46 47.4
 AT1181;UTM  16      - 3,255,540.083   230,836.370   MT  1.00049406   -1 21 44.8
 AT1181
 AT1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1181!SPC LA S     -   1.00000382  x   0.99998028  =   0.99998410
 AT1181!UTM  16      -   1.00000382  x   1.00049406  =   1.00049788
 AT1181
 AT1181:                Primary Azimuth Mark                     Grid Az
 AT1181:SPC LA S     -  FOSTER CANAL EASTEND NAV LIGHT           007 07 36.3
 AT1181:UTM  16      -  FOSTER CANAL EASTEND NAV LIGHT           009 16 08.5
 AT1181
 AT1181|---------------------------------------------------------------------|
 AT1181| PID    Reference Object                     Distance      Geod. Az  |
 AT1181|                                                           dddmmss.s |
 AT1181| AT1311 FOSTER CANAL EASTEND NAV LIGHT      APPROX.14.7 KM 0075423.7 |
 AT1181| AT1155 POTASH NAVIGATION LIGHT             APPROX.11.9 KM 0391459.1 |
 AT1181| AT1157 FREEPORT SULPHUR CO WATER TANK      APPROX.11.3 KM 0455625.5 |
 AT1181| AT1150 HOMEPLACE NAVIGATION LIGHT          APPROX.13.0 KM 0604619.5 |
 AT1181| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX. 2.4 KM 1974738.4 |
 AT1181| DD7997 RATTLESNAKE RM 1                     56.230 METERS 27419     |
 AT1181| AT1175 BATISTE                             APPROX.10.9 KM 3195839.7 |
 AT1181| AT1316 OIL DERRICK 5 MI SW PT CELESTE      APPROX.19.8 KM 3204122.9 |
 AT1181| AT1309 RUINED BRICK STK SE PT CELESTE      APPROX.19.3 KM 3445714.4 |
 AT1181| DD7998 RATTLESNAKE RM 2                     86.182 METERS 35009     |
 AT1181|---------------------------------------------------------------------|
 AT1181
 AT1181                          SUPERSEDED SURVEY CONTROL
 AT1181
 AT1181  NAD 83(1986)-  29 24 01.20216(N)    089 46 25.25799(W) AD(       ) 1
 AT1181  NAD 27      -  29 24 00.41100(N)    089 46 25.01600(W) AD(       ) 1
 AT1181
 AT1181.Superseded values are not recommended for survey control.
 AT1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1181.See file dsdata.txt to determine how the superseded data were derived.
 AT1181
 AT1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3083655540(NAD 83)
 AT1181_MARKER: DS = TRIANGULATION STATION DISK
 AT1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1181+STABILITY: SURFACE MOTION
 AT1181
 AT1181  HISTORY     - Date     Condition        Report By
 AT1181  HISTORY     - 1934     MONUMENTED       CGS
 AT1181  HISTORY     - 1948     GOOD             BAKER
 AT1181  HISTORY     - 1952     GOOD             HUMBLE
 AT1181  HISTORY     - 1955     SEE DESCRIPTION  LOCENG
 AT1181
 AT1181                          STATION DESCRIPTION
 AT1181
 AT1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1181'ABOUT 7 MILES SW OF THE OFFICE AND PLANT OF THE FREEPORT SULPHUR
 AT1181'COMPANY, ABOUT 1-1/2
 AT1181'MILES NE OF THE COMPANYS LOADING STATION, 200 FEET W
 AT1181'OF THE W BANK OF THE FREEPORT
 AT1181'CANAL, 200 FEET E OF A HIGH TENSION
 AT1181'POWER LINE, AND 35 FEET N OF THE N BANK OF
 AT1181'RATTLESNAKE BAYOU.
 AT1181'
 AT1181'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AT1181'DISKS SET IN CONCRETE.
 AT1181'
 AT1181'REFERENCE MARK NO. 1 IS 30 FEET FROM THE N EDGE OF THE BAYOU AND
 AT1181'56.23 METERS
 AT1181'(184.42 FEET) FROM THE STATION N 85 DEG 52 MIN W.
 AT1181'
 AT1181'REFERENCE MARK NO. 2, IS 282.75 FEET (86.18 METERS) FROM THE
 AT1181'STATION N 9 DEG 49 MIN W.
 AT1181'THE TIP OF THE SILVER WATER TANK
 AT1181'OF THE PLANT OF FREEPORT SULPHUR
 AT1181'COMPANY USED AS AN AZIMUTH MARK, IS
 AT1181'VISIBLE FROM THE GROUND AT THE STATION AND IS
 AT1181'S 17 DEG 48 MIN W.
 AT1181
 AT1181                          STATION RECOVERY (1948)
 AT1181
 AT1181'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948
 AT1181'THE STATION AND REFERENCE MARKS
 AT1181'WERE FOUND IN GOOD CONDITION.
 AT1181
 AT1181                          STATION RECOVERY (1952)
 AT1181
 AT1181'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1952
 AT1181'BANK OF RATTLESNAKE BAYOU HAS ERODED BACK SO THAT THE STATION MARK
 AT1181'HAS NOW FALLEN IN THE BAYOU.
 AT1181'
 AT1181'STATION DISK IS STAMPED RATTLESNAKE 1934.
 AT1181
 AT1181                          STATION RECOVERY (1955)
 AT1181
 AT1181'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (NET)
 AT1181'THE STATION WAS
 AT1181'REPORTED LOST BY
 AT1181'THE FREEPORT SULPHUR CO. ENGINEERS, DUE TO EROSION OF THE CANAL BANK.
 AT1181'
 AT1181'A NEW STATION, RATTLESNAKE 2 1955, WAS ESTABLISHED IN THE
 AT1181'IMMEDIATE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1180 ***********************************************************************
 AT1180  DESIGNATION -  RATTLESNAKE 2
 AT1180  PID         -  AT1180
 AT1180  STATE/COUNTY-  LA/PLAQUEMINES
 AT1180  USGS QUAD   -  BAY BATISTE (1993)
 AT1180
 AT1180                         *CURRENT SURVEY CONTROL
 AT1180  ___________________________________________________________________
 AT1180* NAD 83(1992)-  29 24 02.67218(N)    089 46 24.57283(W)     ADJUSTED  
 AT1180* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1180  **This station is located in a subsidence area (see below).
 AT1180  ___________________________________________________________________
 AT1180  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AT1180  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AT1180
 AT1180  HORZ ORDER  -  SECOND
 AT1180
 AT1180.The horizontal coordinates were established by classical geodetic methods
 AT1180.and adjusted by the National Geodetic Survey in January 1993..
 AT1180
 AT1180 ** The orthometric height has not been validated since last determined
 AT1180 ** by differential leveling and should not be used for control purposes.
 AT1180 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1180 ** area with valid NAVD 88 orthometric heights.
 AT1180 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1180 ** epoch indicated which incorporates improved geoid heights for the
 AT1180 ** Southern Louisiana Subsidence area.
 AT1180 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1180.The orthometric height was scaled from a topographic map.
 AT1180
 AT1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1180
 AT1180.The geoid height was determined by GEOID03.
 AT1180
 AT1180;                    North         East     Units Scale Factor Converg.
 AT1180;SPC LA S     -   100,874.395 1,151,391.570   MT  0.99998020   +0 46 47.8
 AT1180;SPC LA S     -   330,952.08  3,777,523.84   sFT  0.99998020   +0 46 47.8
 AT1180;UTM  16      - 3,255,585.251   230,855.729   MT  1.00049393   -1 21 44.5
 AT1180
 AT1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1180!SPC LA S     -   1.00000382  x   0.99998020  =   0.99998402
 AT1180!UTM  16      -   1.00000382  x   1.00049393  =   1.00049775
 AT1180
 AT1180:                Primary Azimuth Mark                     Grid Az
 AT1180:SPC LA S     -  RATTLESNAKE 2 AZ MK                      031 35 32.2
 AT1180:UTM  16      -  RATTLESNAKE 2 AZ MK                      033 44 04.5
 AT1180
 AT1180|---------------------------------------------------------------------|
 AT1180| PID    Reference Object                     Distance      Geod. Az  |
 AT1180|                                                           dddmmss.s |
 AT1180| DD7999 RATTLESNAKE 2 AZ MK                                0322220.0 |
 AT1180| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX. 2.5 KM 1975226.5 |
 AT1180| DD8002 RATTLESNAKE 2 RM 5                   15.215 METERS 20635     |
 AT1180| DD8001 RATTLESNAKE 2 RM 4                   24.985 METERS 26455     |
 AT1180| DD8000 RATTLESNAKE 2 RM 3                   26.575 METERS 34613     |
 AT1180|---------------------------------------------------------------------|
 AT1180
 AT1180                          SUPERSEDED SURVEY CONTROL
 AT1180
 AT1180  NAD 83(1986)-  29 24 02.68295(N)    089 46 24.58033(W) AD(       ) 2
 AT1180  NAD 27      -  29 24 01.89500(N)    089 46 24.32700(W) AD(       ) 2
 AT1180
 AT1180.Superseded values are not recommended for survey control.
 AT1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1180.See file dsdata.txt to determine how the superseded data were derived.
 AT1180
 AT1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3085655585(NAD 83)
 AT1180_MARKER: DS = TRIANGULATION STATION DISK
 AT1180_SETTING: 0 = UNSPECIFIED SETTING
 AT1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1180
 AT1180  HISTORY     - Date     Condition        Report By
 AT1180  HISTORY     - 1955     MONUMENTED       CGS
 AT1180  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1180  HISTORY     - 19730212 MARK NOT FOUND   NGS
 AT1180
 AT1180                          STATION DESCRIPTION
 AT1180
 AT1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1180'THE STATION IS ABOUT 11 MILES WEST OF EMPIRE, 7.5 MILES SOUTHWEST OF
 AT1180'PORT SULPHUR, 1.5 MILES NORTH
 AT1180'OF THE FREEPORT SULPHUR COMPANY BUILDINGS AT GRAND ECAILLE AND 250
 AT1180'YARDS NORTH OF THE INTERSECTION OF
 AT1180'THE FREEPORT SULPHUR COMPANY CANAL AND RATTLESNAKE BAYOU.
 AT1180'
 AT1180'THE STATION MARK, ON THE NORTHWEST BANK OF THE FREEPORT SULPHUR
 AT1180'COMPANY CANAL, 200 YARDS
 AT1180'SOUTHWEST OF A DREDGED CHANNEL, 175 FEET NORTHEAST OF THE NORTHEAST
 AT1180'BANK OF RATTLESNAKE BAYOU, 175
 AT1180'FEET EAST OF A TELEPHONE LINE, 34 FEET NORTHWEST OF THE CANAL
 AT1180'BANK, 3 FEET WEST OF A WITNESS POST, IS A
 AT1180'STANDARD DISK SET IN THE TOP OF A 8 FOOT
 AT1180'LENGTH 4 INCH ORANGEBURG SEWER PIPE.  THE MARK PROJECTS 30
 AT1180'INCHES AND THE DISK IS STAMPED
 AT1180'RATTLESNAKE 2 1955.
 AT1180'
 AT1180'REFERENCE MARK NO. 3, NORTH OF THE STATION, 112 FEET EAST OF A
 AT1180'TELEPHONE LINE, NEAR THE
 AT1180'NORTHWEST SIDE OF A CLUMP OF BRUSH, IS A STANDARD DISK SET IN THE TOP
 AT1180'OF A 8 FOOT LENGTH 4 INCH
 AT1180'ORANGEBURG SEWER PIPE.  THE MARK PROJECTS 30 INCHES AND THE DISK IS
 AT1180'STAMPED RATTLESNAKE 2 NO 3 1955.
 AT1180'
 AT1180'REFERENCE MARK NO. 4, WEST OF THE STATION, 99 FEET EAST OF A
 AT1180'TELEPHONE LINE, 89 FEET
 AT1180'NORTHWEST OF THE CANAL BANK, IS A STANDARD DISK SET IN THE TOP OF A 8
 AT1180'FOOT LENGTH 4 INCH SEWER PIPE.  THE MARK
 AT1180'PROJECTS 30 INCHES AND THE DISK IS STAMPED RATTLESNAKE 2 NO 4 1955.
 AT1180'
 AT1180'REFERENCE MARK NO. 5, SOUTHWEST OF THE STATION, 16 FEET NORTHWEST OF
 AT1180'THE CANAL BANK, IS AN IRON
 AT1180'PIPE EMBEDDED IN THE TOP OF A CONCRETE POST.  THE PIPE IS 1 INCH IN
 AT1180'DIAMETER AND PROJECTS 1 FOOT.
 AT1180'
 AT1180'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE NORTHEAST OF THE STATION, 15
 AT1180'FEET NORTHWEST OF THE
 AT1180'FREEPORT SULPHUR COMPANY CANAL, 4 FEET SOUTH OF A POST, IS A STANDARD
 AT1180'DISK SET IN THE TOP OF A 8 FOOT
 AT1180'LENGTH 4 INCH ORANGEBURG SEWER PIPE.  THE MARK PROJECTS
 AT1180'30 INCHES AND THE DISK IS STAMPED RATTLESNAKE 2 1955.
 AT1180'
 AT1180'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AT1180
 AT1180                          STATION RECOVERY (1965)
 AT1180
 AT1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1180'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE BANK OF THE CANAL HAS
 AT1180'ERODED VERY BADLY
 AT1180'AND IT APPEARS THAT THE STATION IS LOST.
 AT1180
 AT1180                          STATION RECOVERY (1973)
 AT1180
 AT1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2740 ***********************************************************************
 CQ2740  DESIGNATION -  RAWLS
 CQ2740  PID         -  CQ2740
 CQ2740  STATE/COUNTY-  LA/OUACHITA
 CQ2740  USGS QUAD   -  LUNA (1982)
 CQ2740
 CQ2740                         *CURRENT SURVEY CONTROL
 CQ2740  ___________________________________________________________________
 CQ2740* NAD 83(1992)-  32 22 03.40023(N)    092 12 43.86186(W)     ADJUSTED  
 CQ2740* NAVD 88     -        64.5    (meters)     212.     (feet)  VERTCON   
 CQ2740  ___________________________________________________________________
 CQ2740  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CQ2740  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2740
 CQ2740  HORZ ORDER  -  FIRST
 CQ2740
 CQ2740.The horizontal coordinates were established by classical geodetic methods
 CQ2740.and adjusted by the National Geodetic Survey in January 1993..
 CQ2740
 CQ2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2740
 CQ2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2740
 CQ2740.The geoid height was determined by GEOID03.
 CQ2740
 CQ2740;                    North         East     Units Scale Factor Converg.
 CQ2740;SPC LA N     -   207,109.840 1,027,086.074   MT  0.99994547   +0 09 07.8
 CQ2740;SPC LA N     -   679,492.87  3,369,698.23   sFT  0.99994547   +0 09 07.8
 CQ2740;UTM  15      - 3,581,456.599   574,116.022   MT  0.99966774   +0 25 18.4
 CQ2740
 CQ2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2740!SPC LA N     -   0.99999394  x   0.99994547  =   0.99993941
 CQ2740!UTM  15      -   0.99999394  x   0.99966774  =   0.99966168
 CQ2740
 CQ2740|---------------------------------------------------------------------|
 CQ2740| PID    Reference Object                     Distance      Geod. Az  |
 CQ2740|                                                           dddmmss.s |
 CQ2740| CY4543 RAWLS RM 1                           26.396 METERS 17328     |
 CQ2740| CQ2742 LUNA LOOKOUT TOWER                  APPROX. 1.6 KM 2344621.8 |
 CQ2740| CY4544 RAWLS RM 2                           32.742 METERS 25839     |
 CQ2740| CQ2760 MARX RM 3                           APPROX. 6.9 KM 3501413.0 |
 CQ2740|---------------------------------------------------------------------|
 CQ2740
 CQ2740                          SUPERSEDED SURVEY CONTROL
 CQ2740
 CQ2740  NAD 83(1986)-  32 22 03.41398(N)    092 12 43.85376(W) AD(       ) 1
 CQ2740  NAD 27      -  32 22 02.87610(N)    092 12 43.35749(W) AD(       ) 1
 CQ2740  NGVD 29 (07/19/86)   64.5    (m)          212.     (f) VERT ANG       
 CQ2740
 CQ2740.Superseded values are not recommended for survey control.
 CQ2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2740.See file dsdata.txt to determine how the superseded data were derived.
 CQ2740
 CQ2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7411681457(NAD 83)
 CQ2740_MARKER: DS = TRIANGULATION STATION DISK
 CQ2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2740
 CQ2740  HISTORY     - Date     Condition        Report By
 CQ2740  HISTORY     - 1971     MONUMENTED       NGS
 CQ2740
 CQ2740                          STATION DESCRIPTION
 CQ2740
 CQ2740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2740'NO MEASUREMENT BETWEEN RM 1-RM 2 DUE TO TREES ON LINE.
 CQ2740'
 CQ2740'THE STATION IS ABOUT 5-3/4 MILES SOUTHEAST OF BOGALOOSA, 3 MILES
 CQ2740'NORTH-NORTHEAST OF LUNA, 3 MILES SOUTHWEST OF SUMMIT AND 1-1/4
 CQ2740'MILE NORTHEAST OF THE LUNA LOOKOUT TOWER.  IT IS IN SECTION 13,
 CQ2740'T 16 N, R 2 E
 CQ2740'AND ON THE PROPERTY OF OLINKRAFT INCORPORATED, FOREST MANAGER
 CQ2740'MR. A.B. SMITH, POST OFFICE BOX 488, WEST MONROE, LOUISIANA
 CQ2740'71291.
 CQ2740'
 CQ2740'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 CQ2740'HIGHWAY 34 IN WEST MONROE, GO SOUTHERLY ON STATE HIGHWAY 34 FOR 7.0
 CQ2740'MILES TO THE JUNCTION WITH STATE HIGHWAY 557, TURN LEFT AND GO
 CQ2740'SOUTHERLY ON STATE HIGHWAY 577 FOR 2.7 MILES TO A PAVED ROAD ON
 CQ2740'THE RIGHT AND A SIGN LUNA FIRE TOWER.  TURN RIGHT AND FOLLOW PAVED
 CQ2740'ROAD WEST AND SOUTH FOR 0.65 MILE TO THE STATION ON THE
 CQ2740'RIGHT, AS DESCRIBED.
 CQ2740'
 CQ2740'STATION MARKS ARE STANDARD DISKS STAMPED RAWLS 1971.  THE SURFACE
 CQ2740'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2740'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET NORTH OF THE
 CQ2740'CENTERLINE OF SURFACED ROAD, 25 FEET SOUTHWEST OF A 12 INCH PINE
 CQ2740'TREE, 19 FEET NORTHEAST OF APPROXIMATE CENTER OF LOGGING ROAD
 CQ2740'AND 5.8 FEET SOUTHWEST OF METAL WITNESS POST WITH SIGN
 CQ2740'ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CQ2740'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2740'
 CQ2740'REFERENCE MARK 1, A STANDARD DISK STAMPED RAWLS NO 1 1971, IS
 CQ2740'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2740'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET
 CQ2740'NORTH-NORTHWEST OF A 20 INCH PINE TREE, 47 FEET SOUTH-SOUTHWEST
 CQ2740'OF AN 8 INCH PINE TREE, 32 FEET SOUTHEAST OF THE CENTERLINE OF
 CQ2740'SURFACED ROAD AND 1.5 FEET EAST OF A 5 INCH PINE TREE.
 CQ2740'
 CQ2740'REFERENCE MARK 2, A STANDARD DISK STAMPED RAWLS NO 2 1971,
 CQ2740'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2740'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET
 CQ2740'SOUTH OF AN 18 INCH PINE TREE, 36 FEET WEST OF A 10 INCH PINE
 CQ2740'TREE, 33 FEET NORTH OF AN 18 INCH PINE TREE AND 10 FEET SOUTH
 CQ2740'OF THE APPROXIMATE CENTER OF LOGGING ROAD.
 CQ2740'
 CQ2740'NO SUITABLE PLACE WAS FOUND TO ESTABLISHED AN AZIMUTH MARK.
 CQ2740'
 CQ2740'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DK2072 ***********************************************************************
 DK2072  DESIGNATION -  RAWLS
 DK2072  PID         -  DK2072
 DK2072  STATE/COUNTY-  LA/MOREHOUSE
 DK2072  USGS QUAD   -  BERLIN (1973)
 DK2072
 DK2072                         *CURRENT SURVEY CONTROL
 DK2072  ___________________________________________________________________
 DK2072* NAD 83(1992)-  33 00 29.37415(N)    091 51 21.90116(W)     ADJUSTED  
 DK2072* NAVD 88     -        48.628  (meters)     159.54   (feet)  ADJUSTED  
 DK2072  ___________________________________________________________________
 DK2072  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DK2072  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DK2072  DYNAMIC HT  -          48.576 (meters)     159.37  (feet)  COMP
 DK2072  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DK2072
 DK2072  HORZ ORDER  -  FIRST
 DK2072  VERT ORDER  -  SECOND    CLASS I
 DK2072
 DK2072.The horizontal coordinates were established by classical geodetic methods
 DK2072.and adjusted by the National Geodetic Survey in September 1999..
 DK2072
 DK2072.The orthometric height was determined by differential leveling
 DK2072.and adjusted by the National Geodetic Survey in June 1991..
 DK2072
 DK2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2072
 DK2072.The geoid height was determined by GEOID03.
 DK2072
 DK2072.The dynamic height is computed by dividing the NAVD 88
 DK2072.geopotential number by the normal gravity value computed on the
 DK2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2072.degrees latitude (g = 980.6199 gals.).
 DK2072
 DK2072.The modeled gravity was interpolated from observed gravity values.
 DK2072
 DK2072;                    North         East     Units Scale Factor Converg.
 DK2072;SPC LA N     -   278,289.487 1,060,175.918   MT  1.00009572   +0 20 25.6
 DK2072;SPC LA N     -   913,021.43  3,478,260.49   sFT  1.00009572   +0 20 25.6
 DK2072;UTM  15      - 3,652,772.628   606,852.971   MT  0.99974078   +0 37 23.6
 DK2072
 DK2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2072!SPC LA N     -   0.99999644  x   1.00009572  =   1.00009216
 DK2072!UTM  15      -   0.99999644  x   0.99974078  =   0.99973722
 DK2072
 DK2072:                Primary Azimuth Mark                     Grid Az
 DK2072:SPC LA N     -  RAWLS AZ MK                              008 06 41.3
 DK2072:UTM  15      -  RAWLS AZ MK                              007 49 43.3
 DK2072
 DK2072|---------------------------------------------------------------------|
 DK2072| PID    Reference Object                     Distance      Geod. Az  |
 DK2072|                                                           dddmmss.s |
 DK2072| CY6323 RAWLS AZ MK                                        0082706.9 |
 DK2072| CY6324 RAWLS AZ MK 2                                      0085322.2 |
 DK2072| CY6325 RAWLS RM 1                           44.858 METERS 04655     |
 DK2072| CY6327 RAWLS RM 3                           48.676 METERS 05104     |
 DK2072| CY6326 RAWLS RM 2                           44.111 METERS 14514     |
 DK2072| CY6328 RAWLS RM 4                           46.670 METERS 14641     |
 DK2072| CP3142 FIRE TOWER 4                        APPROX. 8.7 KM 1770548.5 |
 DK2072| CP3146 BASTROP TEXAS GAS KKE 271 MAST      APPROX. 5.4 KM 1785804.2 |
 DK2072| CP3160 BASTROP LA PAPER MILL STACK         APPROX.25.5 KM 1911338.2 |
 DK2072| CP3161 BASTROP LA PAPER MILL TANK          APPROX.25.4 KM 1911318.6 |
 DK2072| CP3157 BASTROP SO KRAFT CORP STACK         APPROX.26.4 KM 1911916.9 |
 DK2072| CP3156 BASTROP SOU KRAFT CORP TANK         APPROX.26.3 KM 1912208.7 |
 DK2072| CP3155 BASTROP ARK LA AND MO RR STK        APPROX.25.7 KM 1914004.7 |
 DK2072| CP3153 BASTROP LOUISIANA P AND L TANK      APPROX.26.1 KM 1914144.5 |
 DK2072| CP3159 BASTROP CONSOL CHEM IND INC TK      APPROX.24.7 KM 1915312.8 |
 DK2072| CP3158 BASTROP CONSOL CHEM IND STK         APPROX.24.8 KM 1920034.8 |
 DK2072| CQ2653 STERLINGTON LA P L CO E STACK       APPROX.39.6 KM 2115053.1 |
 DK2072| CQ2651 STERLINGTON LA P L CO W STACK       APPROX.39.7 KM 2115210.4 |
 DK2072| CP3163 FIRE TOWER 3 STEVENSON LOT LFC      APPROX.15.9 KM 2185127.0 |
 DK2072| CP3165 STEVENSON MID VALLEY PLINE MST      APPROX.14.5 KM 2300800.7 |
 DK2072| DK2075 FIRE TOWER 1                        APPROX. 9.6 KM 3152358.6 |
 DK2072| DK2081 CROSSETT PAPER MILL WATER TANK      APPROX.18.2 KM 3242435.3 |
 DK2072| DK2078 CROSSETT AMER LUMBER CO STACK       APPROX.17.6 KM 3251647.8 |
 DK2072|---------------------------------------------------------------------|
 DK2072
 DK2072                          SUPERSEDED SURVEY CONTROL
 DK2072
 DK2072  NAD 83(1992)-  33 00 29.37884(N)    091 51 21.89688(W) AD(       ) 1
 DK2072  NAD 83(1986)-  33 00 29.38698(N)    091 51 21.89414(W) AD(       ) 1
 DK2072  NAD 27      -  33 00 28.93000(N)    091 51 21.43100(W) AD(       ) 1
 DK2072  NGVD 29 (07/19/86)   48.74   (m)          159.9    (f) LEVELING    3  
 DK2072
 DK2072.Superseded values are not recommended for survey control.
 DK2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2072.See file dsdata.txt to determine how the superseded data were derived.
 DK2072
 DK2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0685352773(NAD 83)
 DK2072_MARKER: DS = TRIANGULATION STATION DISK
 DK2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2072_SP_SET: CONCRETE POST
 DK2072_STAMPING: RAWLS 1939
 DK2072_MARK LOGO: CGS   
 DK2072_PROJECTION: PROJECTING 10 CENTIMETERS
 DK2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2072+STABILITY: SURFACE MOTION
 DK2072
 DK2072  HISTORY     - Date     Condition        Report By
 DK2072  HISTORY     - 1939     MONUMENTED       CGS
 DK2072  HISTORY     - 1948     GOOD             CROSET
 DK2072  HISTORY     - 1970     GOOD             NGS
 DK2072  HISTORY     - 1986     GOOD             LADTD
 DK2072
 DK2072                          STATION DESCRIPTION
 DK2072
 DK2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 DK2072'STATION IS LOCATED ABOUT 17 MILES BY ROAD, S OF HAMBURG, ARKANSAS,
 DK2072'AND 16 MILES N OF BASTROP, LOUISIANA, APPROXIMATELY ON THE
 DK2072'ARKANSAS-LOUISIANA STATE LINE, ASHLEY COUNTY ARKANSAS, AND MOREHEAD
 DK2072'PARISH LOUISIANA.
 DK2072'
 DK2072'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK2072'BRONZE DISKS SET IN CONCRETE.
 DK2072'
 DK2072'TO REACH STATION FROM NW CORNER OF SQUARE IN BASTROP, DRIVE N ON
 DK2072'LOUISIANA 204 FOR 15.9 MILES TO STATE LINE AND STATION ON LEFT, W,
 DK2072'SIDE OF ROAD.
 DK2072'
 DK2072'MARK PROJECTS ABOUT 6 INCHES, STAMPED RAWLS 1939,
 DK2072'SET IN OPEN CLEARED LAND, 57 FEET W OF CENTER LINE OF HIGHWAY
 DK2072'(LOUISIANA 204 S OF STATE LINE AND ARKANSAS 13 N OF STATE LINE),
 DK2072'49 FEET ENE OF LONE 10-INCH PINE TREE.
 DK2072'
 DK2072'REFERENCE MARK NO. 1, PROJECTING ABOUT 6 INCHES,
 DK2072'STAMPED RAWLS NO. 1 1939, IS 147.17 FEET NE OF STATION, 44 FEET
 DK2072'E OF CENTER LINE OF ARKANSAS 13, ABOUT 114 FEET N OF STATE LINE.
 DK2072'REFERENCE MARK NO. 2 PROJECTING 6 INCHES, STAMPED RAWLS
 DK2072'NO. 2 1939, IS 144.72 FEET SE OF STATION, 38 FEET E OF CENTER
 DK2072'LINE OF LOUISIANA 204, 7 FEET N OF 10-INCH PINE TREE, ABOUT 107
 DK2072'FEET S OF STATE LINE.
 DK2072'
 DK2072'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 DK2072'220.8 FEET.
 DK2072'
 DK2072'AZIMUTH MARK PROJECTING 6 INCHES, STAMPED RAWLS
 DK2072'1939, IS NNE OF STATION 0.3 MILE.  MARK IS SET 45 FEET E OF CENTER
 DK2072'LINE OF ARKANSAS 13.  TO REACH FROM STATION, DRIVE N ON ARKANSAS
 DK2072'13 FOR 0.3 MILE TO MARK ON RIGHT (E) SIDE OF ROAD.
 DK2072'
 DK2072'ON THE E SIDE OF HIGHWAYS LOUISIANA 204 AND ARKANSAS 13 IS A
 DK2072'STATE LINE POST.  A WOODEN OBOLISK ABOUT 4 FEET HIGH.  IT IS
 DK2072'LOOSE IN THE GROUND AND IS EASILY REMOVED.  PROBABLY IS TAKEN
 DK2072'OUT WHEN GRADING HIGHWAY.  APPROXIMATE MEASUREMENTS WERE TAKEN
 DK2072'TO STATION, 73.9 FEET, TO REFERENCE MARK NO. 1, 115.4 FEET, AND
 DK2072'TO REFERENCE MARK NO. 2, 109.5 FEET.  DIRECTION NOT OBSERVED.
 DK2072'
 DK2072'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 DK2072
 DK2072                          STATION RECOVERY (1948)
 DK2072
 DK2072'RECOVERY NOTE BY CROSSETT LUMBER COMPANY 1948 (EWC)
 DK2072'GRADED GRAVEL ROAD NOW DESIGNATED AS ARKANSAS HIGHWAY 81.
 DK2072
 DK2072                          STATION RECOVERY (1970)
 DK2072
 DK2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 DK2072'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON
 DK2072'LINE.
 DK2072'
 DK2072'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 DK2072'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED AND THE
 DK2072'AZIMUTH MARK COULD NOT BE LOCATED.  REFERENCE MARKS 3 AND 4
 DK2072'AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A NEW
 DK2072'DESCRIPTION FOLLOWS.
 DK2072'
 DK2072'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF HAMBURG,
 DK2072'ARKANSAS, 16 MILES NORTH OF BASTROP, LOUISIANA, 12 MILES NORTH
 DK2072'OF LOG CABIN, LOUISIANA AND ON PROPERTY OF GEORGIA-PACIFIC CORP.,
 DK2072'P.O. BOX 352, CROSSETT, ARKANSAS.
 DK2072'
 DK2072'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 140 AND
 DK2072'139 IN LOG CABIN, LOUISIANA, GO NORTH ON STATE HIGHWAY 139 FOR
 DK2072'3.1 MILES TO A BRIDGE OVER BAYOU AND JUNCTION WITH STATE HIGHWAY
 DK2072'593.  CONTINUE NORTH ON STATE HIGHWAY 139 FOR 2.25 MILES TO THE
 DK2072'JUNCTION WITH STATE HIGHWAYS 142 AND 139.  CONTINUE NORTH ON
 DK2072'STATE HIGHWAY 139 FOR 1.75 MILES TO TRIANGULATION STATION BEEKMAN
 DK2072'1939 ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 139 FOR 5.9
 DK2072'MILES TO THE STATION ON THE LEFT AT THE ARKANSAS-LOUISIANA STATE
 DK2072'LINE.
 DK2072'
 DK2072'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DK2072'ARKANSAS STATE HIGHWAY 81 FOR 0.35 MILE TO THE AZIMUTH MARK ON
 DK2072'THE RIGHT.
 DK2072'
 DK2072'THE STATION MARKS ARE STANDARD DISKS STAMPED RAWLS 1939.  THE
 DK2072'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DK2072'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 DK2072'IS 53 FEET WEST OF THE CENTER OF THE POINT WHERE LOUISIANA
 DK2072'STATE HIGHWAY 139 AND ARKANSAS STATE HIGHWAY 81 JOIN, 35 FEET
 DK2072'NORTHWEST OF LOUISIANA STATE HIGHWAY MONUMENT AND 6 FEET
 DK2072'EAST-SOUTHEAST OF A METAL WITNESS POST WITH A SIGN.  THE
 DK2072'UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF AN
 DK2072'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 DK2072'SURFACE.
 DK2072'
 DK2072'REFERENCE MARK 3, A STANDARD DISK STAMPED RAWLS NO 3 1939
 DK2072'1970, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 DK2072'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 112.70 FEET
 DK2072'NORTH OF LOUISIANA-ARKANSAS STATE LINE MARKER, 62 FEET EAST OF
 DK2072'THE CENTER OF ARKANSAS STATE HIGHWAY 81 AND 16 FEET NORTHWEST
 DK2072'OF AN 8-INCH ASH TREE.
 DK2072'
 DK2072'REFERENCE MARK 4, A STANDARD DISK STAMPED RAWLS NO 4 1939
 DK2072'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DK2072'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 121.85
 DK2072'FEET SOUTH OF THE LOUISIANA-ARKANSAS STATE LINE MARKER, 56 FEET
 DK2072'NORTH OF A 24-INCH PINE TREE AND 43 FEET EAST OF LOUISIANA
 DK2072'STATE HIGHWAY 139.
 DK2072'
 DK2072'THE AZIMUTH MARK, A STANDARD DISK STAMPED RAWLS NO 2 1939
 DK2072'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DK2072'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 DK2072'IS 52 FEET EAST OF THE CENTER OF ARKANSAS STATE HIGHWAY 81,
 DK2072'20.8 FEET WEST OF A METAL WITNESS POST WITH A SIGN AND 1.7
 DK2072'FEET SOUTH OF A POWERLINE POLE.
 DK2072'
 DK2072'HEIGHT OF LIGHT ABOVE STATION MARK 126.2 FEET.
 DK2072'
 DK2072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DK2072'12 MILES NORTH OF LOG CABIN, LOUISIANA.
 DK2072
 DK2072                          STATION RECOVERY (1986)
 DK2072
 DK2072'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 DK2072'27.4 KM (17.0 MI) NORTH FROM BASTROP.
 DK2072'27.4 KM (17 MI) NORTH ON STATE HIGHWAY 139 FROM THE COURTHOUSE IN
 DK2072'BASTROP TO THE BENCH MARK ON THE WEST SIDE OF THE HIGHWAY, SET AT THE
 DK2072'LOUISIANA-ARKANSAS STATE LINE, 16.2 METERS (53 FEET) WEST OF THE
 DK2072'CENTER OF THE HIGHWAY WHERE LOUISIANA STATE HIGHWAY 139 AND ARKANSAS
 DK2072'STATE HIGHWAY 81 JOIN, 8.2 METERS (27 FEET) NORTHWEST OF THE WELCOME
 DK2072'TO LOUISIANA ROAD SIGN, AND 1.7 METERS (5.5 FEET) EAST OF A
 DK2072'RIGHT-OF-WAY MARKER.
 DK2072'THE MARK IS 1.83 METERS  ESE FROM A WITNESS POST.
 DK2072'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2425 ***********************************************************************
 AU2425  DESIGNATION -  RAY
 AU2425  PID         -  AU2425
 AU2425  STATE/COUNTY-  LA/TERREBONNE
 AU2425  USGS QUAD   -  FOURLEAGUE BAY (1974)
 AU2425
 AU2425                         *CURRENT SURVEY CONTROL
 AU2425  ___________________________________________________________________
 AU2425* NAD 83(1992)-  29 22 29.27378(N)    091 13 57.63901(W)     ADJUSTED  
 AU2425* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2425  ___________________________________________________________________
 AU2425  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2425  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AU2425
 AU2425  HORZ ORDER  -  SECOND
 AU2425
 AU2425.The horizontal coordinates were established by classical geodetic methods
 AU2425.and adjusted by the National Geodetic Survey in January 1993..
 AU2425
 AU2425.The orthometric height was scaled from a topographic map.
 AU2425
 AU2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2425
 AU2425.The geoid height was determined by GEOID03.
 AU2425
 AU2425;                    North         East     Units Scale Factor Converg.
 AU2425;SPC LA S     -    96,972.620 1,009,772.056   MT  0.99998501   +0 03 01.2
 AU2425;SPC LA S     -   318,151.00  3,312,893.82   sFT  0.99998501   +0 03 01.2
 AU2425;UTM  15      - 3,250,809.110   671,526.663   MT  0.99996305   +0 52 01.6
 AU2425
 AU2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2425!SPC LA S     -   1.00000392  x   0.99998501  =   0.99998893
 AU2425!UTM  15      -   1.00000392  x   0.99996305  =   0.99996697
 AU2425
 AU2425:                Primary Azimuth Mark                     Grid Az
 AU2425:SPC LA S     -  LAST                                     130 09 58.0
 AU2425:UTM  15      -  LAST                                     129 20 57.6
 AU2425
 AU2425|---------------------------------------------------------------------|
 AU2425| PID    Reference Object                     Distance      Geod. Az  |
 AU2425|                                                           dddmmss.s |
 AU2425| AU2428 LAST                                APPROX. 8.0 KM 1301259.2 |
 AU2425| CV9320 RAY RM 2                                           20041     |
 AU2425| AU2456 POINT AU FER STACK                  APPROX.12.2 KM 2471003.7 |
 AU2425| AU2462 EUGENE ISLAND LIGHT                 APPROX.14.7 KM 2690255.3 |
 AU2425| CV9319 RAY RM 1                                           28932     |
 AU2425|---------------------------------------------------------------------|
 AU2425
 AU2425                          SUPERSEDED SURVEY CONTROL
 AU2425
 AU2425  NAD 83(1986)-  29 22 29.29801(N)    091 13 57.64009(W) AD(       ) 2
 AU2425  NAD 27      -  29 22 28.51300(N)    091 13 57.25900(W) AD(       ) 2
 AU2425
 AU2425.Superseded values are not recommended for survey control.
 AU2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2425.See file dsdata.txt to determine how the superseded data were derived.
 AU2425
 AU2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7152750809(NAD 83)
 AU2425_MARKER: DS = TRIANGULATION STATION DISK
 AU2425_SETTING: 0 = UNSPECIFIED SETTING
 AU2425
 AU2425  HISTORY     - Date     Condition        Report By
 AU2425  HISTORY     - 1933     MONUMENTED       CGS
 AU2425  HISTORY     - 1948     MARK NOT FOUND   CGS
 AU2425  HISTORY     - 1953     POOR             CGS
 AU2425  HISTORY     - 1953     SEE DESCRIPTION  LOCENG
 AU2425  HISTORY     - 1957     POOR             CGS
 AU2425  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AU2425  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU2425
 AU2425                          STATION DESCRIPTION
 AU2425
 AU2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2425'STATION IS ON THE S SIDE OF THE WESTERN ENTRANCE TO FOUR
 AU2425'LEAGUE BAY, IN SOFT MARSH, ON THE POINT LOCALLY KNOWN AS
 AU2425'SOUTH POINT, AND ABOUT 60 METERS (200 FEET) S OF THE SHORE LINE.
 AU2425'
 AU2425'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A
 AU2425'8-INCH CONCRETE PIPE THAT IS FILLED WITH CONCRETE AND SET
 AU2425'2 FEET IN THE GROUND, WITH ITS TOP PROJECTING 6 INCHES ABOVE
 AU2425'THE GROUND LEVEL.
 AU2425'
 AU2425'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A SQUARE
 AU2425'BLOCK OR POST OF CONCRETE.  IT IS IN SOFT MARSH AND 29.118
 AU2425'METERS (95.53 FEET) FROM THE STATION N 70 DEG 28 MIN W.
 AU2425'
 AU2425'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A SQUARE
 AU2425'BLOCK OR POST OF CONCRETE.  IT IS IN SOFT MARSH AND 34.169
 AU2425'METERS (112.10 FEET) FROM THE STATION S 20 DEG 41 MIN W.
 AU2425'
 AU2425'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2425
 AU2425                          STATION RECOVERY (1948)
 AU2425
 AU2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2425'STATION WAS NOT RECOVERED.  AT THE TIME THE FIELD PARTY
 AU2425'VISITED THE SITE THE AREA WAS UNDER A FOOT OF WATER.
 AU2425
 AU2425                          STATION RECOVERY (1953)
 AU2425
 AU2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2425'STATION AND REFERENCE MARK 1 WERE RECOVERED IN POOR CONDITION.
 AU2425'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 AU2425'NEW DESCRIPTION FOLLOWS--
 AU2425'
 AU2425'STATION IS LOCATED ON THE S SIDE OF THE NW ENTRANCE TO FOUR-LEAGUE
 AU2425'BAY, ON SOUTH POINT, IN THE APPROXIMATE CENTER OF THE N SIDE
 AU2425'OF THE POINT, IN THE WATER, AND 7 FT. N OF THE APPARENT
 AU2425'SHORELINE.  IT WILL PROBABLY BE WASHED OUT SOON.  IT IS A
 AU2425'STANDARD DISK, STAMPED RAY 1933 AND SET IN THE TOP OF AN
 AU2425'8-IN. CONCRETE MONUMENT PROJECTING 24 IN. AT MEAN LOW WATER.
 AU2425'AT THE TIME THAT THE STATION WAS VISITED, THERE WAS AN 8-FT.
 AU2425'OBSERVING STAND IN PLACE OVER THE STATION.
 AU2425'
 AU2425'REFERENCE MARK 1 IS IN THE WATER, ABOUT 20 FT. N OF THE
 AU2425'APPARENT SHORELINE, AND 29.118 M. (95.53 FT.) FROM THE STATION
 AU2425'N 70 DEG 28 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU2425'THE MONUMENT IS AN 8- BY 8-IN. CONCRETE POST, ABOUT 18 IN.
 AU2425'HIGH OVERALL, SUPPORTED ON A 2- BY 4-IN. WOODEN PILE DRIVEN
 AU2425'INTO THE BOTTOM.  IT IS ABOUT 20 IN. ABOVE THE MEAN
 AU2425'LOW-WATERLINE.  IT WAS NOT ACCESSIBLE FOR EXAMINATION.
 AU2425'
 AU2425'REFERENCE MARK 2 IS 34.169 M. (112.10 FT.) FROM THE STATION
 AU2425'S 20 DEG 41 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU2425'THE APPARENT SHORELINE IS 105 FT. N 21 DEG E.  IT
 AU2425'IS A STANDARD DISK, STAMPED NO 2 AND SET IN THE TOP OF AN
 AU2425'8- BY 8-IN. CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND.
 AU2425
 AU2425                          STATION RECOVERY (1953)
 AU2425
 AU2425'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AU2425'RECOVERED BY RH RAY CO.
 AU2425'
 AU2425'STATION WAS FOUND IN WATER AND THREE TO FOUR 2- BY 4S WERE
 AU2425'PLACED AROUND IT TO A DEPTH OF ABOUT 8 FT.  THE UPPER PART
 AU2425'OF THE 2- BY 4 PROTRUDES ABOVE HIGH WATER.  A FLAG WAS PLACED
 AU2425'OVER THE STATION.
 AU2425'
 AU2425'STATION IS LOCATED ABOUT 24 FT. FROM THE SHORE.
 AU2425
 AU2425                          STATION RECOVERY (1957)
 AU2425
 AU2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2425'STATION WAS RECOVERED IN POOR CONDITION.  THE 1953 RECOVERY
 AU2425'NOTE BY E.H.K. IS ADEQUATE WITH THE FOLLOWING ADDITION--
 AU2425'
 AU2425'STATION IS ABOUT 150 FEET OFF SHORE WITH A 12 FOOT STAND OVER
 AU2425'IT.
 AU2425
 AU2425                          STATION RECOVERY (1960)
 AU2425
 AU2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2425'DESTROYED.  THE STATION SITE IS NOW ABOUT 100 FEET OUT IN
 AU2425'THE WATER.  A WOODEN STAND IS IN PLACE OVER THE SITE.  THE
 AU2425'MONUMENT COULD NOT BE FOUND UNDER THE STAND.  R.M. 1 IS
 AU2425'ABOUT THE SAME DISTANCE OUT IN THE WATER.  R.M. 2 IS IN THE
 AU2425'EDGE OF THE WATER AT THE NORTH EDGE OF THE POINT.
 AU2425
 AU2425                          STATION RECOVERY (1966)
 AU2425
 AU2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2425'REFERENCE MARK 2 WAS RECOVERED IN POOR CONDITION, IN ABOUT
 AU2425'3 FEET OF WATER, AND 50 FEET OFFSHORE ON THE NORTH SIDE
 AU2425'OF THE POINT.  STATION AND REFERENCE MARK 1 ARE NO DOUBT LOST
 AU2425'AS THEY WOULD BOTH BE FARTHER OUT IN THE WATER THAN REFERENCE
 AU2425'MARK 2 AND NO TRACE OF THEM COULD BE FOUND.  A METAL WITNESS
 AU2425'POST WAS SET AT REFERENCE MARK 2.
 AU2425'
 AU2425'THE REFERENCE MARK IS ON THE NORTH END OF SOUTH POINT, BETWEEN
 AU2425'ATCHAFALAYA BAY AND FOURLEAGUE BAY AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5080 ***********************************************************************
 BJ5080  DESIGNATION -  RAY
 BJ5080  PID         -  BJ5080
 BJ5080  STATE/COUNTY-  LA/ASCENSION
 BJ5080  USGS QUAD   -  CARVILLE (1992)
 BJ5080
 BJ5080                         *CURRENT SURVEY CONTROL
 BJ5080  ___________________________________________________________________
 BJ5080* NAD 83(1992)-  30 13 10.82712(N)    091 00 23.33043(W)     ADJUSTED  
 BJ5080* NAVD 88     -         5.3  **(meters)      17.   **(feet)  VERTCON   
 BJ5080  **This station is located in a subsidence area (see below).
 BJ5080  ___________________________________________________________________
 BJ5080  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BJ5080  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ5080
 BJ5080  HORZ ORDER  -  SECOND
 BJ5080
 BJ5080.The horizontal coordinates were established by classical geodetic methods
 BJ5080.and adjusted by the National Geodetic Survey in January 1993..
 BJ5080
 BJ5080 ** The orthometric height has not been validated since last determined
 BJ5080 ** by differential leveling and should not be used for control purposes.
 BJ5080 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5080 ** area with valid NAVD 88 orthometric heights.
 BJ5080 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5080 ** epoch indicated which incorporates improved geoid heights for the
 BJ5080 ** Southern Louisiana Subsidence area.
 BJ5080 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5080
 BJ5080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5080
 BJ5080.The geoid height was determined by GEOID03.
 BJ5080
 BJ5080;                    North         East     Units Scale Factor Converg.
 BJ5080;SPC LA S     -   190,661.367 1,031,464.957   MT  0.99993301   +0 09 48.3
 BJ5080;SPC LA S     -   625,528.17  3,384,064.61   sFT  0.99993301   +0 09 48.3
 BJ5080;UTM  15      - 3,344,807.848   691,864.688   MT  1.00005417   +1 00 13.2
 BJ5080
 BJ5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5080!SPC LA S     -   1.00000338  x   0.99993301  =   0.99993639
 BJ5080!UTM  15      -   1.00000338  x   1.00005417  =   1.00005755
 BJ5080
 BJ5080|---------------------------------------------------------------------|
 BJ5080| PID    Reference Object                     Distance      Geod. Az  |
 BJ5080|                                                           dddmmss.s |
 BJ5080| CW2256 RAY RM 1                              7.855 METERS 08755     |
 BJ5080| BJ5081 RAY LDH 1970 POINT A                 18.315 METERS 26733     |
 BJ5080| BJ2116 3 V 4 LADH                            9.029 METERS 27214     |
 BJ5080| BJ5082 RAY LDH 1970 AZ MK                  APPROX. 0.5 KM 3094711.4 |
 BJ5080|---------------------------------------------------------------------|
 BJ5080
 BJ5080                          SUPERSEDED SURVEY CONTROL
 BJ5080
 BJ5080  NAD 83(1986)-  30 13 10.84475(N)    091 00 23.32987(W) AD(       ) 2
 BJ5080  NAD 27      -  30 13 10.13953(N)    091 00 22.96708(W) AD(       ) 2
 BJ5080  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 BJ5080
 BJ5080.Superseded values are not recommended for survey control.
 BJ5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5080.See file dsdata.txt to determine how the superseded data were derived.
 BJ5080
 BJ5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9186544808(NAD 83)
 BJ5080_MARKER: DD = SURVEY DISK
 BJ5080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5080
 BJ5080  HISTORY     - Date     Condition        Report By
 BJ5080  HISTORY     - 1970     MONUMENTED       LADH
 BJ5080  HISTORY     - 1972     GOOD             NGS
 BJ5080
 BJ5080                          STATION DESCRIPTION
 BJ5080
 BJ5080'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ5080'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-SOUTHWEST OF GONZALES, 19
 BJ5080'MILES SOUTHEAST OF DOWNTOWN BATON ROUGE AND 1.2 MILES NORTHEAST OF
 BJ5080'GEISMAR IN THE SOUTHEAST QUARTER OF SECTION 63, T9S, R2E AND ON THE
 BJ5080'PROPERTY OF THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ5080'
 BJ5080'TO REACH THE STATION FROM THE U. S. POST OFFICE IN GEISMAR, DRIVE
 BJ5080'NORTHEAST ALONG STATE HIGHWAY 73 FOR 1.1 MILES TO THE STATION WHICH
 BJ5080'IS SET IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY
 BJ5080'30 AND STATE HIGHWAY 73 NEAR A FENCE.
 BJ5080'
 BJ5080'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 BJ5080'HIGHWAY 30 FOR 0.3 MILE TO THE MARK WHICH IS SET TO THE LEFT AND
 BJ5080'SOUTH OF THE HIGHWAY NEAR A GATE AND A CULVERT.
 BJ5080'
 BJ5080'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5080'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5080'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5080'RAY 1970.  IT IS 59 FEET NORTHEAST OF THE CENTER OF A CROSS DRAIN
 BJ5080'UNDER STATE HIGHWAY 30, 57 FEET NORTH OF THE CENTER OF STATE
 BJ5080'HIGHWAY 73, 43 FEET EAST OF A HIGHWAY RIGHT OF WAY MARKER, 28 FEET
 BJ5080'EAST OF A METAL WITNESS POST, 26.5 FEET WEST OF A HIGHWAY RIGHT OF
 BJ5080'WAY MARKER, AND 2.5 FEET SOUTH OF A FENCE.
 BJ5080'
 BJ5080'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5080'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5080'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5080'RAY RM 1 1970.  IT IS 69 FEET EAST-NORTHEAST OF A HIGHWAY RIGHT
 BJ5080'OF WAY MARKER, 54 FEET EAST-NORTHEAST OF A METAL WITNESS POST, 39
 BJ5080'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 73, 2.5 FEET
 BJ5080'SOUTHEAST OF A FENCE, AND 1 FOOT SOUTHWEST OF A HIGHWAY RIGHT OF
 BJ5080'WAY MARKER.
 BJ5080'
 BJ5080'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5080'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5080'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5080'3V4 1969.  IT IS 70 FEET EAST-NORTHEAST OF THE CENTER OF STATE
 BJ5080'HIGHWAY 30, 56 FEET WEST OF A HIGHWAY RIGHT OF WAY MARKER, 13.5
 BJ5080'FEET EAST OF A HIGHWAY RIGHT OF WAY MARKER, 2.0 FEET WEST OF A
 BJ5080'METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 BJ5080'
 BJ5080'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5080'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5080'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5080'RAY AZ.MK 1970.  IT IS 57 FEET SOUTHWEST OF THE CENTER OF STATE
 BJ5080'HIGHWAY 30, 27 FEET WEST-NORTHWEST OF THE CENTER OF A METAL GATE,
 BJ5080'18 FEET WEST OF THE WEST END OF A SIDE DRAIN, 4 FEET NORTHEAST OF A
 BJ5080'FENCE, AND 3 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 BJ5080'
 BJ5080'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ5080
 BJ5080                          STATION RECOVERY (1972)
 BJ5080
 BJ5080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RT)
 BJ5080'THE STATION WAS VISITED 3/28/72 AND THE STATION MARK, AZIMUTH MARK
 BJ5080'AND RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BJ5080'FOLLOWS.
 BJ5080'
 BJ5080'THE STATION IS LOCATED 5.5 MILES WEST OF GONZALES AND 1.4 MILES
 BJ5080'NORTHEAST OF GEISMAR, IN THE NORTHEAST QUARTER OF SECTION 63, T9S,
 BJ5080'R2E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPT. OF HIGHWAYS.  IT
 BJ5080'IS 94.5 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 30, 57 FEET
 BJ5080'NORTHWEST OF THE CENTER OF STATE HIGHWAY 73, 26.5 FEET WEST OF A
 BJ5080'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 16 FEET NORTH OF A POWER
 BJ5080'POLE, 3 FEET SOUTH OF A FENCE, AND 1.5 FEET SOUTH OF A METAL
 BJ5080'WITNESS POST AND SIGN.
 BJ5080'
 BJ5080'IT IS A STANDARD TRIANGULATION DISK, STAMPED RAY 1970, FLUSH WITH THE
 BJ5080'GROUND.
 BJ5080'
 BJ5080'REFERENCE MARK NO. 1 IS 25.77 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ5080'106 FEET EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 30, 39 FEET
 BJ5080'NORTHWEST OF THE CENTER OF STATE HIGHWAY 73, 16 FEET WEST-SOUTHWEST
 BJ5080'OF A TELEPHONE JUNCTION BOX, 2 FEET SOUTH OF A FENCE AND 1 FOOT
 BJ5080'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER.  IT IS A STANDARD DISK,
 BJ5080'STAMPED RAY RM 1 1970 FLUSH WITH THE GROUND.
 BJ5080'
 BJ5080'REFERENCE MARK NO. 2 IS 29.66 FEET NORTHWEST OF THE STATION.  IT IS
 BJ5080'82 FEET NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 73, 70 FEET
 BJ5080'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 30, 13.5 FEET EAST
 BJ5080'OF A CONCRETE RIGHT-OF-WAY MARKER, 12.5 FEET EAST OF A FENCE
 BJ5080'CORNER, AND 1 FOOT SOUTH OF A FENCE.  IT IS A STANDARD REFERENCE
 BJ5080'MARK DISK STAMPED 3V4 1969, PROJECTING 2 INCHES.
 BJ5080'
 BJ5080'THE AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION.  IT IS 57.5
 BJ5080'FEET WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 30, 26 FEET
 BJ5080'NORTH-NORTHWEST OF THE CENTER OF A METAL GATE, 17 FEET NORTHWEST OF
 BJ5080'THE NORTH END OF A CONCRETE SIDE DRAIN, 3 FEET EAST-NORTHEAST OF A
 BJ5080'FENCE, AND 3 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 BJ5080'STANDARD AZIMUTH MARK DISK, STAMPED RAY AZ.MK. 1970, FLUSH WITH THE
 BJ5080'GROUND.
 BJ5080'
 BJ5080'TO REACH THE STATION FROM THE POSTOFFICE IN GEISMAR, GO NORTHEAST
 BJ5080'ALONG STATE HIGHWAY 73 FOR 1.4 MILES TO THE JUNCTION WITH STATE
 BJ5080'HIGHWAY 30.  THE STATION IS SET IN THE NORTHWEST QUADRANT OF THE
 BJ5080'JUNCTION NEAR A FENCE.
 BJ5080'
 BJ5080'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ALONG STATE
 BJ5080'HIGHWAY 30 FOR 0.5 MILE TO THE MARK WHICH IS SET TO THE SOUTH OF THE
 BJ5080'HIGHWAY NEAR A FENCE AND A GATE.
 BJ5080'
 BJ5080'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ5080'
 BJ5080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES NORTHEAST
 BJ5080'OF GEISMAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2955 ***********************************************************************
 CQ2955  DESIGNATION -  RAY
 CQ2955  PID         -  CQ2955
 CQ2955  STATE/COUNTY-  LA/BIENVILLE
 CQ2955  USGS QUAD   -  ARCADIA (1994)
 CQ2955
 CQ2955                         *CURRENT SURVEY CONTROL
 CQ2955  ___________________________________________________________________
 CQ2955* NAD 83(1992)-  32 31 02.40257(N)    092 53 21.02332(W)     ADJUSTED  
 CQ2955* NAVD 88     -       108.6    (meters)     356.     (feet)  VERTCON   
 CQ2955  ___________________________________________________________________
 CQ2955  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CQ2955  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2955
 CQ2955  HORZ ORDER  -  SECOND
 CQ2955
 CQ2955.The horizontal coordinates were established by classical geodetic methods
 CQ2955.and adjusted by the National Geodetic Survey in January 1993..
 CQ2955
 CQ2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2955
 CQ2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2955
 CQ2955.The geoid height was determined by GEOID03.
 CQ2955
 CQ2955;                    North         East     Units Scale Factor Converg.
 CQ2955;SPC LA N     -   223,742.266   963,434.985   MT  0.99996936   -0 12 20.7
 CQ2955;SPC LA N     -   734,061.08  3,160,869.61   sFT  0.99996936   -0 12 20.7
 CQ2955;UTM  15      - 3,597,786.028   510,408.988   MT  0.99960134   +0 03 34.5
 CQ2955
 CQ2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2955!SPC LA N     -   0.99998698  x   0.99996936  =   0.99995634
 CQ2955!UTM  15      -   0.99998698  x   0.99960134  =   0.99958832
 CQ2955
 CQ2955|---------------------------------------------------------------------|
 CQ2955| PID    Reference Object                     Distance      Geod. Az  |
 CQ2955|                                                           dddmmss.s |
 CQ2955| CY4546 RAY RM 1                             11.177 METERS 13455     |
 CQ2955| CQ2958 ARCADIA UNITED MICRO KGU 44         APPROX. 5.4 KM 2874836.9 |
 CQ2955| CY4545 RAY AZ MK                                          3292734.3 |
 CQ2955| CQ2956 RAY LADH RM 2 1971                   16.321 METERS 33832     |
 CQ2955|---------------------------------------------------------------------|
 CQ2955
 CQ2955                          SUPERSEDED SURVEY CONTROL
 CQ2955
 CQ2955  NAD 83(1986)-  32 31 02.41565(N)    092 53 21.01438(W) AD(       ) 2
 CQ2955  NAD 27      -  32 31 01.86785(N)    092 53 20.45005(W) AD(       ) 2
 CQ2955  NGVD 29 (07/19/86)  108.7    (m)          357.     (f) VERT ANG       
 CQ2955
 CQ2955.Superseded values are not recommended for survey control.
 CQ2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2955.See file dsdata.txt to determine how the superseded data were derived.
 CQ2955
 CQ2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1040997786(NAD 83)
 CQ2955_MARKER: DD = SURVEY DISK
 CQ2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2955
 CQ2955  HISTORY     - Date     Condition        Report By
 CQ2955  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2955
 CQ2955                          STATION DESCRIPTION
 CQ2955
 CQ2955'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2955'THE STATION IS LOCATED 3 MILES SOUTHEAST OF ARCADIA, 6 MILES
 CQ2955'SOUTHWEST OF SIMSBORO IN THE SOUTHWEST 1/4 OF SECTION 28, T18N,
 CQ2955'R5W, AND ON THE PROPERTY OWNED BY JACK RAY, ADDRESS BOX 536,
 CQ2955'ARCADIA, LOUISIANA, TELEPHONE 263-2315.
 CQ2955'
 CQ2955'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT IN
 CQ2955'ARCADIA ON STATE HIGHWAY 147, DRIVE SOUTH ALONG HIGHWAY 147 FOR
 CQ2955'0.7 MILE TO ITS INTERSECTION WITH STATE HIGHWAY 9, CONTINUE
 CQ2955'EAST AND SOUTH ALONG STATE HIGHWAY 147 FOR 2.6 MILES TO THE
 CQ2955'STATION WHICH IS SET ON THE RIGHT AND WEST OF THE HIGHWAY NEAR
 CQ2955'A GATE AND AN OAK TREE.
 CQ2955'
 CQ2955'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CQ2955'STATE HIGHWAY 147 FOR 0.3 MILE TO THE MARK WHICH IS SET ON THE
 CQ2955'LEFT AND WEST OF THE HIGHWAY NEAR A FENCE AND SOME PINE TREES.
 CQ2955'
 CQ2955'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2955'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2955'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2955'GROUND.  THE SUBSURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2955'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2955'SURFACE.  THEY ARE STAMPED RAY 1971.  THE MARK IS 63 FEET
 CQ2955'SOUTHEAST OF TELEPHONE POLE NO. 28, 60 FEET SOUTHWEST OF THE
 CQ2955'CENTER OF STATE HIGHWAY 147, 28 FEET NORTHWEST OF THE CENTER
 CQ2955'OF A GATE, 12 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 CQ2955'SIGN, 10 FEET WEST-SOUTHWEST OF A FENCE, AND 6 FEET
 CQ2955'NORTHEAST OF A 40 INCH OAK TREE.
 CQ2955'
 CQ2955'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2955'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2955'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2955'GROUND.  IT IS STAMPED RAY R.M. 1 1971.  IT IS 52 FEET
 CQ2955'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 147, 38 FEET
 CQ2955'EAST-SOUTHEAST OF A 40 INCH OAK TREE, 9 FEET SOUTHEAST OF
 CQ2955'THE CENTER OF A GATE, AND 2 FEET SOUTHWEST OF A FENCE.
 CQ2955'
 CQ2955'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2955'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CQ2955'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2955'GROUND.  IT IS STAMPED RAY R.M. 2 1971.  IT IS 79 FEET
 CQ2955'NORTHWEST OF THE CENTER OF A GATE, 56 FEET NORTH-NORTHWEST
 CQ2955'OF A 40 INCH OAK TREE, 52 FEET SOUTHWEST OF THE CENTER OF
 CQ2955'STATE HIGHWAY 147, 10 FEET SOUTH-SOUTHEAST OF TELEGRAPH POLE
 CQ2955'NO. 28, AND 2 FEET SOUTHWEST OF A FENCE.
 CQ2955'
 CQ2955'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2955'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2955'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2955'GROUND.  IT IS STAMPED RAY AZ.MK. 1971.  IT IS 45 FEET SOUTHWEST
 CQ2955'OF THE CENTER OF STATE HIGHWAY 147, 6 FEET NORTH OF A TWIN 6
 CQ2955'INCH PINE TREE, 5 FEET EAST OF A 10 INCH PINE TREE, 5 FEET
 CQ2955'EAST-NORTHEAST OF A FENCE, AND 2 FEET SOUTH-SOUTHEAST OF A
 CQ2955'METAL WITNESS POST.
 CQ2955'
 CQ2955'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5082 ***********************************************************************
 BJ5082  DESIGNATION -  RAY LDH 1970 AZ MK
 BJ5082  PID         -  BJ5082
 BJ5082  STATE/COUNTY-  LA/ASCENSION
 BJ5082  USGS QUAD   -  CARVILLE (1992)
 BJ5082
 BJ5082                         *CURRENT SURVEY CONTROL
 BJ5082  ___________________________________________________________________
 BJ5082* NAD 83(1992)-  30 13 21.71939(N)    091 00 38.39204(W)     ADJUSTED  
 BJ5082* NAVD 88     -         4.8  **(meters)      16.   **(feet)  VERTCON   
 BJ5082  **This station is located in a subsidence area (see below).
 BJ5082  ___________________________________________________________________
 BJ5082  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ5082  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ5082
 BJ5082  HORZ ORDER  -  SECOND
 BJ5082
 BJ5082.The horizontal coordinates were established by classical geodetic methods
 BJ5082.and adjusted by the National Geodetic Survey in January 1993..
 BJ5082
 BJ5082 ** The orthometric height has not been validated since last determined
 BJ5082 ** by differential leveling and should not be used for control purposes.
 BJ5082 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5082 ** area with valid NAVD 88 orthometric heights.
 BJ5082 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5082 ** epoch indicated which incorporates improved geoid heights for the
 BJ5082 ** Southern Louisiana Subsidence area.
 BJ5082 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5082
 BJ5082.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5082
 BJ5082.The geoid height was determined by GEOID03.
 BJ5082
 BJ5082;                    North         East     Units Scale Factor Converg.
 BJ5082;SPC LA S     -   190,995.612 1,031,061.255   MT  0.99993321   +0 09 40.8
 BJ5082;SPC LA S     -   626,624.77  3,382,740.13   sFT  0.99993321   +0 09 40.8
 BJ5082;UTM  15      - 3,345,136.176   691,456.079   MT  1.00005224   +1 00 06.0
 BJ5082
 BJ5082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5082!SPC LA S     -   1.00000346  x   0.99993321  =   0.99993667
 BJ5082!UTM  15      -   1.00000346  x   1.00005224  =   1.00005570
 BJ5082
 BJ5082:                Primary Azimuth Mark                     Grid Az
 BJ5082:SPC LA S     -  RAY                                      129 37 23.1
 BJ5082:UTM  15      -  RAY                                      128 46 57.9
 BJ5082
 BJ5082|---------------------------------------------------------------------|
 BJ5082| PID    Reference Object                     Distance      Geod. Az  |
 BJ5082|                                                           dddmmss.s |
 BJ5082| BJ5080 RAY                                 APPROX. 0.5 KM 1294703.9 |
 BJ5082| BJ5083 3A001 LDH 1972                      APPROX. 0.5 KM 3172652.4 |
 BJ5082|---------------------------------------------------------------------|
 BJ5082
 BJ5082                          SUPERSEDED SURVEY CONTROL
 BJ5082
 BJ5082  NAD 83(1986)-  30 13 21.73703(N)    091 00 38.39147(W) AD(       ) 2
 BJ5082  NAD 27      -  30 13 21.03223(N)    091 00 38.02841(W) AD(       ) 2
 BJ5082  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 BJ5082
 BJ5082.Superseded values are not recommended for survey control.
 BJ5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5082.See file dsdata.txt to determine how the superseded data were derived.
 BJ5082
 BJ5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9145645136(NAD 83)
 BJ5082_MARKER: DZ = AZIMUTH MARK DISK
 BJ5082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5082+STABILITY: SURFACE MOTION
 BJ5082
 BJ5082  HISTORY     - Date     Condition        Report By
 BJ5082  HISTORY     - 1972     MONUMENTED       LADH
 BJ5082
 BJ5082                          STATION DESCRIPTION
 BJ5082
 BJ5082'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ5082'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF GEISMAR, 5.5 MILES
 BJ5082'SOUTHWEST OF GONZALES, AND 8.3 MILES NORTH-NORTHWEST OF
 BJ5082'DONALDSONVILLE, IN THE NORTHWEST QUARTER OF SECTION 63, T9S, R2E.
 BJ5082'
 BJ5082'TO REACH THE STATION FROM THE POST OFFICE IN GEISMAR, GO NORTHEAST
 BJ5082'ALONG STATE HIGHWAY 73 FOR 1.4 MILES TO ITS JUNCTION WITH STATE
 BJ5082'HIGHWAY 30, THENCE NORTHWEST ALONG STATE HIGHWAY 30 FOR 0.5 MILE TO
 BJ5082'THE MARK WHICH IS SET TO THE SOUTH OF THE HIGHWAY NEAR A FENCE AND
 BJ5082'A GATE.
 BJ5082'
 BJ5082'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5082'U. S. COAST AND GEODETIC AZ. MK. DISK SET IN THE TOP OF A 12-INCH
 BJ5082'CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS
 BJ5082'STAMPED RAY AZ. MK. 1970.  IT IS 58 FEET WEST-SOUTHWEST OF THE
 BJ5082'CENTER OF STATE HIGHWAY 30, 26 FEET NORTH-NORTHWEST OF THE CENTER OF
 BJ5082'METAL GATE, 17 FEET NORTHWEST OF THE NORTH END OF A CONCRETE SIDE
 BJ5082'DRAIN, 3 FEET EAST-NORTHEAST OF A FENCE, AND 3 FEET SOUTHEAST
 BJ5082'OF A METAL WITNESS POST.
 BJ5082'
 BJ5082'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2777 ***********************************************************************
 BK2777  DESIGNATION -  RAYNE
 BK2777  PID         -  BK2777
 BK2777  STATE/COUNTY-  LA/ACADIA
 BK2777  USGS QUAD   -  DUSON (1983)
 BK2777
 BK2777                         *CURRENT SURVEY CONTROL
 BK2777  ___________________________________________________________________
 BK2777* NAD 83(1992)-  30 14 32.19092(N)    092 13 52.34707(W)     ADJUSTED  
 BK2777* NAVD 88     -         9.7  **(meters)      32.   **(feet)  VERTCON   
 BK2777  **This station is located in a subsidence area (see below).
 BK2777  ___________________________________________________________________
 BK2777  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK2777  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2777
 BK2777  HORZ ORDER  -  SECOND
 BK2777
 BK2777.The horizontal coordinates were established by classical geodetic methods
 BK2777.and adjusted by the National Geodetic Survey in January 1993..
 BK2777
 BK2777 ** The orthometric height has not been validated since last determined
 BK2777 ** by differential leveling and should not be used for control purposes.
 BK2777 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2777 ** area with valid NAVD 88 orthometric heights.
 BK2777 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2777 ** epoch indicated which incorporates improved geoid heights for the
 BK2777 ** Southern Louisiana Subsidence area.
 BK2777 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2777
 BK2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2777
 BK2777.The geoid height was determined by GEOID03.
 BK2777
 BK2777;                    North         East     Units Scale Factor Converg.
 BK2777;SPC LA S     -   193,460.355   913,585.206   MT  0.99993458   -0 26 56.2
 BK2777;SPC LA S     -   634,711.18  2,997,320.80   sFT  0.99993458   -0 26 56.2
 BK2777;UTM  15      - 3,345,881.860   573,968.585   MT  0.99966750   +0 23 14.0
 BK2777
 BK2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2777!SPC LA S     -   1.00000277  x   0.99993458  =   0.99993735
 BK2777!UTM  15      -   1.00000277  x   0.99966750  =   0.99967027
 BK2777
 BK2777|---------------------------------------------------------------------|
 BK2777| PID    Reference Object                     Distance      Geod. Az  |
 BK2777|                                                           dddmmss.s |
 BK2777| BK2776 RAYNE 1969 A                          9.692 METERS 00127     |
 BK2777| CW2257 RAYNE RM 1                           28.170 METERS 15124     |
 BK2777| BK2778 A 415 LGS 1969                       34.936 METERS 28707     |
 BK2777| BK2724 1 B 005                             APPROX. 1.7 KM 3105413.5 |
 BK2777|---------------------------------------------------------------------|
 BK2777
 BK2777                          SUPERSEDED SURVEY CONTROL
 BK2777
 BK2777  NAD 83(1986)-  30 14 32.20904(N)    092 13 52.34163(W) AD(       ) 2
 BK2777  NAD 27      -  30 14 31.47979(N)    092 13 51.88340(W) AD(       ) 2
 BK2777  NGVD 29 (07/19/86)    9.7    (m)           32.     (f) VERT ANG       
 BK2777
 BK2777.Superseded values are not recommended for survey control.
 BK2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2777.See file dsdata.txt to determine how the superseded data were derived.
 BK2777
 BK2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7396945882(NAD 83)
 BK2777_MARKER: DS = TRIANGULATION STATION DISK
 BK2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2777
 BK2777  HISTORY     - Date     Condition        Report By
 BK2777  HISTORY     - 1969     MONUMENTED       CGS
 BK2777
 BK2777                          STATION DESCRIPTION
 BK2777
 BK2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2777'THE STATION IS ABOUT 9 MILES NORTHEAST OF CROWLEY, 3 MILES NORTHWEST
 BK2777'OF DUSON, 2 MILES EAST OF RAYNE AND IN A BARN YARD, ON LAND OWNED BY
 BK2777'SARA BRYSON.
 BK2777'
 BK2777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK2777'HIGHWAY 95 IN DUSON, GO NORTH THEN WEST ON HIGHWAY 95 FOR 0.9 MILE
 BK2777'TO THE JUNCTION OF STATE HIGHWAY 722.  GO WEST ON HIGHWAY 722,
 BK2777'GRAVELLED ROAD, FOR 1.0 MILE TO A FORK, TAKE THE RIGHT FORK AND
 BK2777'CONTINUE NORTH THEN WEST ON HIGHWAY 722 FOR 1.4 MILES TO THE
 BK2777'STATION ON THE LEFT AT THE RESIDENCE OF SARA BRYSON.
 BK2777'
 BK2777'STATION MARK IS A STANDARD DISK, STAMPED RAYNE 1969, SET IN THE TOP
 BK2777'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 16 INCHES BELOW
 BK2777'THE GROUND SURFACE.  IT IS 110 FEET EAST OF THE CENTER OF A BOARD
 BK2777'GATE THAT LEADS INTO BARN YARD, 105 FEET WEST OF A NORTH-SOUTH
 BK2777'FENCE, 87.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 BK2777'BARN, 61 FEET SOUTH OF THE CENTERLINE OF THE GRAVELLED HIGHWAY 722
 BK2777'AND 34.0 FEET SOUTH OF A METAL WITNESS POST AND A FENCE.  THE
 BK2777'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF
 BK2777'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 BK2777'
 BK2777'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RAYNE NO 1 1969, SET IN
 BK2777'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 BK2777'WITH THE GROUND.  IT IS 42.0 WEST OF THE NORTHEAST CORNER OF THE
 BK2777'BARN AND THE NORTH-SOUTH FENCE, 19.4 FEET EAST OF THE NORTHWEST
 BK2777'CORNER OF THE BARN AND 1.0 FEET NORTH OF THE NORTH SIDE OF BARN.
 BK2777'
 BK2777'A 415 (LGS) IS A BENCH MARK DISK OF THE LOUISIANA GEODETIC SURVEY,
 BK2777'STAMPED A 415 LA. GEOD. S., SET IN THE TOP OF A 6 INCH SQUARE
 BK2777'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 24 FEET
 BK2777'SOUTH OF THE CENTERLINE OF THE GRAVELLED HIGHWAY 722, 18 FEET
 BK2777'NORTH OF THE CENTER OF THE BOARD GATE AND 14.2 FEET WEST OF A
 BK2777'FENCE CORNER POST.
 BK2777'
 BK2777'1 BOO5 (LDH) IS A BENCH MARK DISK OF THE LOUISANA DEPARTMENT OF
 BK2777'HIGHWAYS, STAMPED 1 BOO5, CEMENTED IN A DRILL HOLE IN THE ROAD BED
 BK2777'AND NEAR THE NORTHWEST CORNER OF THE OVERPASS OVER INTERSTATE 10.
 BK2777'IT IS 10.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 98, 6.8
 BK2777'FEET SOUTHEAST OF A METAL WITNESS POST AND 4.0 FEET EAST OF THE
 BK2777'WEST RAIL OF THE BRIDGE OF THE OVERPASS.  TO REACH THE MARK FROM
 BK2777'THE STATION, GO WEST ON HIGHWAY 722 FOR 0.8 MILE TO THE JUNCTION
 BK2777'OF STATE HIGHWAY 98.  TURN RIGHT AND GO NORTH ON HIGHWAY 98 FOR
 BK2777'0.65 MILE TO OVERPASS OVER INTERSTATE 10 AND THE MARK ON THE LEFT.
 BK2777'
 BK2777'HEIGHT OF LIGHT ABOVE STATION MARK 34.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2779 ***********************************************************************
 BK2779  DESIGNATION -  RAYNE CABLE TV MAST
 BK2779  PID         -  BK2779
 BK2779  STATE/COUNTY-  LA/ACADIA
 BK2779  USGS QUAD   -  DUSON (1983)
 BK2779
 BK2779                         *CURRENT SURVEY CONTROL
 BK2779  ___________________________________________________________________
 BK2779* NAD 83(1992)-  30 14 20.89008(N)    092 14 03.19327(W)     ADJUSTED  
 BK2779* NAVD 88     -                                                        
 BK2779  **This station is located in a subsidence area (see below).
 BK2779  ___________________________________________________________________
 BK2779  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK2779  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2779
 BK2779  HORZ ORDER  -  THIRD
 BK2779
 BK2779.The horizontal coordinates were established by classical geodetic methods
 BK2779.and adjusted by the National Geodetic Survey in January 1993..
 BK2779
 BK2779 ** The orthometric height has not been validated since last determined
 BK2779 ** by differential leveling and should not be used for control purposes.
 BK2779 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2779 ** area with valid NAVD 88 orthometric heights.
 BK2779 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2779 ** epoch indicated which incorporates improved geoid heights for the
 BK2779 ** Southern Louisiana Subsidence area.
 BK2779 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2779
 BK2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2779
 BK2779.The geoid height was determined by GEOID03.
 BK2779
 BK2779;                    North         East     Units Scale Factor Converg.
 BK2779;SPC LA S     -   193,114.673   913,292.510   MT  0.99993436   -0 27 01.6
 BK2779;SPC LA S     -   633,577.06  2,996,360.51   sFT  0.99993436   -0 27 01.6
 BK2779;UTM  15      - 3,345,532.037   573,681.042   MT  0.99966698   +0 23 08.4
 BK2779
 BK2779                          SUPERSEDED SURVEY CONTROL
 BK2779
 BK2779  NAD 83(1986)-  30 14 20.90848(N)    092 14 03.18775(W) AD(       ) 4
 BK2779  NAD 27      -  30 14 20.17704(N)    092 14 02.72996(W) AD(       ) 3
 BK2779
 BK2779.Superseded values are not recommended for survey control.
 BK2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2779.See file dsdata.txt to determine how the superseded data were derived.
 BK2779
 BK2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7368145532(NAD 83)
 BK2779
 BK2779  HISTORY     - Date     Condition        Report By
 BK2779  HISTORY     - UNK      MONUMENTED
 BK2779  HISTORY     - 1979     GOOD             NGS
 BK2779  HISTORY     - 19910907 MARK NOT FOUND   USPSQD
 BK2779  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 BK2779
 BK2779                          STATION DESCRIPTION
 BK2779
 BK2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LGB)
 BK2779'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST, OWNED BY THE
 BK2779'RAYNE CABLE TV CO. OF RAYNE,LOUISIANA.  IT IS A STRUCTURAL STEEL
 BK2779'MAST, TRIANGULAR IN CROSS SECTION, PAINTED ALTERNATE RED AND WHITE
 BK2779'AND IS 410 FEET IN HEIGHT.
 BK2779'
 BK2779'TO REACH THE STATION FROM THE JUNCTION OF TEXAS AVENUE
 BK2779'(U. S. HIGHWAY 90) AND POLK STREET IN RAYNE, GO NORTH ON POLK STREET
 BK2779'FOR 0.45 MILE TO EAST JEFFERSON DAVIS AVENUE (STATE HIGHWAY 98),
 BK2779'TURN RIGHT AND GO EAST FOR 1.3 MILES TO THE JUNCTION OF LOUISIANA
 BK2779'STATE HIGHWAYS 98 AND 722, TURN RIGHT ON HIGHWAY 722 AND CONTINUE
 BK2779'EASTERLY FOR 0.65 MILE TO A GATE ON THE RIGHT, PASS THROUGH THE
 BK2779'GATE AND GO SOUTH FOR ABOUT 0.25 MILE TO THE STATION ON THE LEFT IN
 BK2779'AN OPEN FIELD.
 BK2779
 BK2779                          STATION RECOVERY (1991)
 BK2779
 BK2779'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2779'MARK NOT FOUND.
 BK2779
 BK2779                          STATION RECOVERY (2005)
 BK2779
 BK2779'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 BK2779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2783 ***********************************************************************
 BK2783  DESIGNATION -  RAYNE CITY WATER AND LT CO TK
 BK2783  PID         -  BK2783
 BK2783  STATE/COUNTY-  LA/ACADIA
 BK2783  USGS QUAD   -  CROWLEY EAST (1983)
 BK2783
 BK2783                         *CURRENT SURVEY CONTROL
 BK2783  ___________________________________________________________________
 BK2783* NAD 83(1992)-  30 14 05.06519(N)    092 16 19.39645(W)     ADJUSTED  
 BK2783* NAVD 88     -                                                        
 BK2783  **This station is located in a subsidence area (see below).
 BK2783  ___________________________________________________________________
 BK2783  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2783  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2783
 BK2783  HORZ ORDER  -  THIRD
 BK2783
 BK2783.The horizontal coordinates were established by classical geodetic methods
 BK2783.and adjusted by the National Geodetic Survey in January 1993..
 BK2783
 BK2783 ** The orthometric height has not been validated since last determined
 BK2783 ** by differential leveling and should not be used for control purposes.
 BK2783 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2783 ** area with valid NAVD 88 orthometric heights.
 BK2783 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2783 ** epoch indicated which incorporates improved geoid heights for the
 BK2783 ** Southern Louisiana Subsidence area.
 BK2783 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2783
 BK2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2783
 BK2783.The geoid height was determined by GEOID03.
 BK2783
 BK2783;                    North         East     Units Scale Factor Converg.
 BK2783;SPC LA S     -   192,656.648   909,647.175   MT  0.99993404   -0 28 09.7
 BK2783;SPC LA S     -   632,074.35  2,984,400.77   sFT  0.99993404   -0 28 09.7
 BK2783;UTM  15      - 3,345,021.010   570,043.763   MT  0.99966053   +0 21 59.6
 BK2783
 BK2783                          SUPERSEDED SURVEY CONTROL
 BK2783
 BK2783  NAD 83(1986)-  30 14 05.08451(N)    092 16 19.39086(W) AD(       ) 4
 BK2783  NAD 27      -  30 14 04.34954(N)    092 16 18.93087(W) AD(       ) 3
 BK2783
 BK2783.Superseded values are not recommended for survey control.
 BK2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2783.See file dsdata.txt to determine how the superseded data were derived.
 BK2783
 BK2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7004445021(NAD 83)
 BK2783_MARKER: 51 = TANK
 BK2783
 BK2783  HISTORY     - Date     Condition        Report By
 BK2783  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2783  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 BK2783
 BK2783                          STATION DESCRIPTION
 BK2783
 BK2783'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2780 ***********************************************************************
 BK2780  DESIGNATION -  RAYNE DRESSER RAD KCY 379 MAST
 BK2780  PID         -  BK2780
 BK2780  STATE/COUNTY-  LA/ACADIA
 BK2780  USGS QUAD   -  DUSON (1983)
 BK2780
 BK2780                         *CURRENT SURVEY CONTROL
 BK2780  ___________________________________________________________________
 BK2780* NAD 83(1992)-  30 14 05.19319(N)    092 14 48.32462(W)     ADJUSTED  
 BK2780* NAVD 88     -                                                        
 BK2780  **This station is located in a subsidence area (see below).
 BK2780  ___________________________________________________________________
 BK2780  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK2780  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2780
 BK2780  HORZ ORDER  -  THIRD
 BK2780
 BK2780.The horizontal coordinates were established by classical geodetic methods
 BK2780.and adjusted by the National Geodetic Survey in January 1993..
 BK2780
 BK2780 ** The orthometric height has not been validated since last determined
 BK2780 ** by differential leveling and should not be used for control purposes.
 BK2780 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2780 ** area with valid NAVD 88 orthometric heights.
 BK2780 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2780 ** epoch indicated which incorporates improved geoid heights for the
 BK2780 ** Southern Louisiana Subsidence area.
 BK2780 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2780
 BK2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2780
 BK2780.The geoid height was determined by GEOID03.
 BK2780
 BK2780;                    North         East     Units Scale Factor Converg.
 BK2780;SPC LA S     -   192,640.910   912,082.086   MT  0.99993404   -0 27 24.2
 BK2780;SPC LA S     -   632,022.72  2,992,389.31   sFT  0.99993404   -0 27 24.2
 BK2780;UTM  15      - 3,345,040.794   572,477.983   MT  0.99966481   +0 22 45.5
 BK2780
 BK2780                          SUPERSEDED SURVEY CONTROL
 BK2780
 BK2780  NAD 83(1986)-  30 14 05.21226(N)    092 14 48.31890(W) AD(       ) 4
 BK2780  NAD 27      -  30 14 04.47859(N)    092 14 47.85828(W) AD(       ) 3
 BK2780
 BK2780.Superseded values are not recommended for survey control.
 BK2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2780.See file dsdata.txt to determine how the superseded data were derived.
 BK2780
 BK2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7247845041(NAD 83)
 BK2780_MARKER: 42 = RADIO/TV MAST
 BK2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2780+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 BK2780
 BK2780  HISTORY     - Date     Condition        Report By
 BK2780  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2780  HISTORY     - 19910905 GOOD             USPSQD
 BK2780  HISTORY     - 19971017 GOOD             USPSQD
 BK2780  HISTORY     - 20030619 GOOD             USPSQD
 BK2780  HISTORY     - 20040920 GOOD             USPSQD
 BK2780
 BK2780                          STATION DESCRIPTION
 BK2780
 BK2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2780'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST, OWNED BY THE
 BK2780'DRESSER MAGCOBAR CO. OF RAYNE LOUISIANA.  IT IS A STRUCTURAL STEEL
 BK2780'MAST, TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 BK2780'RED AND WHITE AND IS 300 FEET IN HEIGHT.
 BK2780'
 BK2780'TO REACH THE STATION FROM THE POST OFFICE IN RAYNE, GO EAST ON U. S.
 BK2780'HIGHWAY 90 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 BK2780
 BK2780                          STATION RECOVERY (1991)
 BK2780
 BK2780'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2780'RECOVERED IN GOOD CONDITION.
 BK2780
 BK2780                          STATION RECOVERY (1997)
 BK2780
 BK2780'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2780'RECOVERED IN GOOD CONDITION.
 BK2780
 BK2780                          STATION RECOVERY (2003)
 BK2780
 BK2780'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2780'RECOVERED IN GOOD CONDITION.
 BK2780
 BK2780                          STATION RECOVERY (2004)
 BK2780
 BK2780'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2780' 
 BK2780' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2787 ***********************************************************************
 BK2787  DESIGNATION -  RAYNE LA ST RICE MILL WATER TK
 BK2787  PID         -  BK2787
 BK2787  STATE/COUNTY-  LA/ACADIA
 BK2787  USGS QUAD   -  CROWLEY EAST (1983)
 BK2787
 BK2787                         *CURRENT SURVEY CONTROL
 BK2787  ___________________________________________________________________
 BK2787* NAD 83(1992)-  30 14 10.14423(N)    092 15 50.44165(W)     ADJUSTED  
 BK2787* NAVD 88     -                                                        
 BK2787  **This station is located in a subsidence area (see below).
 BK2787  ___________________________________________________________________
 BK2787  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK2787  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2787
 BK2787  HORZ ORDER  -  THIRD
 BK2787
 BK2787.The horizontal coordinates were established by classical geodetic methods
 BK2787.and adjusted by the National Geodetic Survey in January 1993..
 BK2787
 BK2787 ** The orthometric height has not been validated since last determined
 BK2787 ** by differential leveling and should not be used for control purposes.
 BK2787 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2787 ** area with valid NAVD 88 orthometric heights.
 BK2787 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2787 ** epoch indicated which incorporates improved geoid heights for the
 BK2787 ** Southern Louisiana Subsidence area.
 BK2787 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2787
 BK2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2787
 BK2787.The geoid height was determined by GEOID03.
 BK2787
 BK2787;                    North         East     Units Scale Factor Converg.
 BK2787;SPC LA S     -   192,806.719   910,422.575   MT  0.99993414   -0 27 55.3
 BK2787;SPC LA S     -   632,566.71  2,986,944.73   sFT  0.99993414   -0 27 55.3
 BK2787;UTM  15      - 3,345,182.333   570,816.679   MT  0.99966187   +0 22 14.3
 BK2787
 BK2787                          SUPERSEDED SURVEY CONTROL
 BK2787
 BK2787  NAD 83(1986)-  30 14 10.16361(N)    092 15 50.43619(W) AD(       ) 4
 BK2787  NAD 27      -  30 14 09.42883(N)    092 15 49.97737(W) AD(       ) 3
 BK2787
 BK2787.Superseded values are not recommended for survey control.
 BK2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2787.See file dsdata.txt to determine how the superseded data were derived.
 BK2787
 BK2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7081745182(NAD 83)
 BK2787_MARKER: 51 = TANK
 BK2787
 BK2787  HISTORY     - Date     Condition        Report By
 BK2787  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2787  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 BK2787
 BK2787                          STATION DESCRIPTION
 BK2787
 BK2787'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2791 ***********************************************************************
 BK2791  DESIGNATION -  RAYNE MUN TANK
 BK2791  PID         -  BK2791
 BK2791  STATE/COUNTY-  LA/ACADIA
 BK2791  USGS QUAD   -  CROWLEY EAST (1983)
 BK2791
 BK2791                         *CURRENT SURVEY CONTROL
 BK2791  ___________________________________________________________________
 BK2791* NAD 83(1992)-  30 14 04.19332(N)    092 16 24.63628(W)     ADJUSTED  
 BK2791* NAVD 88     -                                                        
 BK2791  **This station is located in a subsidence area (see below).
 BK2791  ___________________________________________________________________
 BK2791  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2791  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2791
 BK2791  HORZ ORDER  -  THIRD
 BK2791
 BK2791.The horizontal coordinates were established by classical geodetic methods
 BK2791.and adjusted by the National Geodetic Survey in January 1993..
 BK2791
 BK2791 ** The orthometric height has not been validated since last determined
 BK2791 ** by differential leveling and should not be used for control purposes.
 BK2791 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2791 ** area with valid NAVD 88 orthometric heights.
 BK2791 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2791 ** epoch indicated which incorporates improved geoid heights for the
 BK2791 ** Southern Louisiana Subsidence area.
 BK2791 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2791
 BK2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2791
 BK2791.The geoid height was determined by GEOID03.
 BK2791
 BK2791;                    North         East     Units Scale Factor Converg.
 BK2791;SPC LA S     -   192,630.951   909,506.864   MT  0.99993402   -0 28 12.4
 BK2791;SPC LA S     -   631,990.05  2,983,940.44   sFT  0.99993402   -0 28 12.4
 BK2791;UTM  15      - 3,344,993.276   569,903.880   MT  0.99966028   +0 21 57.0
 BK2791
 BK2791                          SUPERSEDED SURVEY CONTROL
 BK2791
 BK2791  NAD 83(1986)-  30 14 04.21236(N)    092 16 24.63063(W) AD(       ) 4
 BK2791  NAD 27      -  30 14 03.47791(N)    092 16 24.16711(W) AD(       ) 3
 BK2791
 BK2791.Superseded values are not recommended for survey control.
 BK2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2791.See file dsdata.txt to determine how the superseded data were derived.
 BK2791
 BK2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6990444993(NAD 83)
 BK2791_MARKER: 53 = ELEVATED TANK
 BK2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2791+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 BK2791
 BK2791  HISTORY     - Date     Condition        Report By
 BK2791  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2791  HISTORY     - 19910905 GOOD             USPSQD
 BK2791  HISTORY     - 19971017 GOOD             USPSQD
 BK2791  HISTORY     - 20030619 GOOD             USPSQD
 BK2791  HISTORY     - 20040920 GOOD             USPSQD
 BK2791
 BK2791                          STATION DESCRIPTION
 BK2791
 BK2791'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2791'THE STATION IS THE TOP CENTER OF THE TANK.  IT IS A FOUR LEGGED
 BK2791'STEEL STRUCTURE, PAINTED LIGHT GREEN, WITH AN OVERALL HEIGHT OF 160
 BK2791'FEET.
 BK2791'
 BK2791'TO REACH THE STATION FROM THE POST OFFICE IN RAYNE, GO WEST ON TEXAS
 BK2791'AVENUE FOR 0.5 MILE TO LIVE OAK STREET, TURN LEFT AND GO NORTH FOR
 BK2791'0.5 MILE TO THE STATION ON THE RIGHT.
 BK2791
 BK2791                          STATION RECOVERY (1991)
 BK2791
 BK2791'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2791'RECOVERED IN GOOD CONDITION.
 BK2791
 BK2791                          STATION RECOVERY (1997)
 BK2791
 BK2791'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2791'RECOVERED IN GOOD CONDITION.
 BK2791
 BK2791                          STATION RECOVERY (2003)
 BK2791
 BK2791'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2791'RECOVERED IN GOOD CONDITION.
 BK2791
 BK2791                          STATION RECOVERY (2004)
 BK2791
 BK2791'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK2791' 
 BK2791' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2792 ***********************************************************************
 BK2792  DESIGNATION -  RAYNE RIMMER GAR KLI 535 MAST
 BK2792  PID         -  BK2792
 BK2792  STATE/COUNTY-  LA/ACADIA
 BK2792  USGS QUAD   -  CROWLEY EAST (1983)
 BK2792
 BK2792                         *CURRENT SURVEY CONTROL
 BK2792  ___________________________________________________________________
 BK2792* NAD 83(1992)-  30 13 43.15412(N)    092 17 03.95943(W)     ADJUSTED  
 BK2792* NAVD 88     -                                                        
 BK2792  **This station is located in a subsidence area (see below).
 BK2792  ___________________________________________________________________
 BK2792  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BK2792  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2792
 BK2792  HORZ ORDER  -  THIRD
 BK2792
 BK2792.The horizontal coordinates were established by classical geodetic methods
 BK2792.and adjusted by the National Geodetic Survey in January 1993..
 BK2792
 BK2792 ** The orthometric height has not been validated since last determined
 BK2792 ** by differential leveling and should not be used for control purposes.
 BK2792 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2792 ** area with valid NAVD 88 orthometric heights.
 BK2792 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2792 ** epoch indicated which incorporates improved geoid heights for the
 BK2792 ** Southern Louisiana Subsidence area.
 BK2792 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2792
 BK2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2792
 BK2792.The geoid height was determined by GEOID03.
 BK2792
 BK2792;                    North         East     Units Scale Factor Converg.
 BK2792;SPC LA S     -   191,991.823   908,450.150   MT  0.99993362   -0 28 32.0
 BK2792;SPC LA S     -   629,893.17  2,980,473.53   sFT  0.99993362   -0 28 32.0
 BK2792;UTM  15      - 3,344,338.980   568,856.889   MT  0.99965849   +0 21 37.0
 BK2792
 BK2792                          SUPERSEDED SURVEY CONTROL
 BK2792
 BK2792  NAD 83(1986)-  30 13 43.17321(N)    092 17 03.95376(W) AD(       ) 4
 BK2792  NAD 27      -  30 13 42.43748(N)    092 17 03.48953(W) AD(       ) 3
 BK2792
 BK2792.Superseded values are not recommended for survey control.
 BK2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2792.See file dsdata.txt to determine how the superseded data were derived.
 BK2792
 BK2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6885744339(NAD 83)
 BK2792_MARKER: 42 = RADIO/TV MAST
 BK2792
 BK2792  HISTORY     - Date     Condition        Report By
 BK2792  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2792  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 BK2792  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 BK2792
 BK2792                          STATION DESCRIPTION
 BK2792
 BK2792'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2792'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  IT IS A STEEL
 BK2792'STRUCTURE, TRIANGULAR IN CROSS SECTIONS, PAINTED ALTERNATE RED AND
 BK2792'WHITE AND IS 340 FEET HIGH.
 BK2792'
 BK2792'IT IS LOCATED IN THE WEST EDGE OF THE TOWN OF RAYNE.
 BK2792
 BK2792                          STATION RECOVERY (1991)
 BK2792
 BK2792'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK2792'MARK NOT FOUND.
 BK2792
 BK2792                          STATION RECOVERY (2005)
 BK2792
 BK2792'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 BK2792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2788 ***********************************************************************
 BK2788  DESIGNATION -  RAYNE ST JOSEPHS CATH CH SPIRE
 BK2788  PID         -  BK2788
 BK2788  STATE/COUNTY-  LA/ACADIA
 BK2788  USGS QUAD   -  CROWLEY EAST (1983)
 BK2788
 BK2788                         *CURRENT SURVEY CONTROL
 BK2788  ___________________________________________________________________
 BK2788* NAD 83(1992)-  30 13 55.67528(N)    092 16 06.74790(W)     ADJUSTED  
 BK2788* NAVD 88     -                                                        
 BK2788  **This station is located in a subsidence area (see below).
 BK2788  ___________________________________________________________________
 BK2788  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK2788  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2788
 BK2788  HORZ ORDER  -  THIRD
 BK2788
 BK2788.The horizontal coordinates were established by classical geodetic methods
 BK2788.and adjusted by the National Geodetic Survey in January 1993..
 BK2788
 BK2788 ** The orthometric height has not been validated since last determined
 BK2788 ** by differential leveling and should not be used for control purposes.
 BK2788 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2788 ** area with valid NAVD 88 orthometric heights.
 BK2788 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2788 ** epoch indicated which incorporates improved geoid heights for the
 BK2788 ** Southern Louisiana Subsidence area.
 BK2788 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2788
 BK2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2788
 BK2788.The geoid height was determined by GEOID03.
 BK2788
 BK2788;                    North         East     Units Scale Factor Converg.
 BK2788;SPC LA S     -   192,364.764   909,982.985   MT  0.99993386   -0 28 03.4
 BK2788;SPC LA S     -   631,116.73  2,985,502.51   sFT  0.99993386   -0 28 03.4
 BK2788;UTM  15      - 3,344,734.134   570,383.702   MT  0.99966111   +0 22 05.9
 BK2788
 BK2788                          SUPERSEDED SURVEY CONTROL
 BK2788
 BK2788  NAD 83(1986)-  30 13 55.69469(N)    092 16 06.74232(W) AD(       ) 4
 BK2788  NAD 27      -  30 13 54.95907(N)    092 16 06.28057(W) AD(       ) 3
 BK2788
 BK2788.Superseded values are not recommended for survey control.
 BK2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2788.See file dsdata.txt to determine how the superseded data were derived.
 BK2788
 BK2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7038444734(NAD 83)
 BK2788_MARKER: 90 = CHURCH SPIRE
 BK2788
 BK2788  HISTORY     - Date     Condition        Report By
 BK2788  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2788
 BK2788                          STATION DESCRIPTION
 BK2788
 BK2788'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3039 ***********************************************************************
 CP3039  DESIGNATION -  RAYVILLE COMPRESS CO STACK
 CP3039  PID         -  CP3039
 CP3039  STATE/COUNTY-  LA/RICHLAND
 CP3039  USGS QUAD   -  RAYVILLE (1982)
 CP3039
 CP3039                         *CURRENT SURVEY CONTROL
 CP3039  ___________________________________________________________________
 CP3039* NAD 83(1992)-  32 28 36.95073(N)    091 45 12.69156(W)     ADJUSTED  
 CP3039* NAVD 88     -                                                        
 CP3039  ___________________________________________________________________
 CP3039  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CP3039  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3039
 CP3039  HORZ ORDER  -  THIRD
 CP3039
 CP3039.The horizontal coordinates were established by classical geodetic methods
 CP3039.and adjusted by the National Geodetic Survey in January 1993..
 CP3039
 CP3039
 CP3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3039
 CP3039.The geoid height was determined by GEOID03.
 CP3039
 CP3039;                    North         East     Units Scale Factor Converg.
 CP3039;SPC LA N     -   219,437.877 1,070,165.960   MT  0.99996224   +0 23 40.8
 CP3039;SPC LA N     -   719,939.10  3,511,036.15   sFT  0.99996224   +0 23 40.8
 CP3039;UTM  15      - 3,593,986.044   617,126.610   MT  0.99976917   +0 40 09.8
 CP3039
 CP3039                          SUPERSEDED SURVEY CONTROL
 CP3039
 CP3039  NAD 83(1986)-  32 28 36.96283(N)    091 45 12.68340(W) AD(       ) 4
 CP3039  NAD 27      -  32 28 36.45180(N)    091 45 12.23258(W) AD(       ) 3
 CP3039
 CP3039.Superseded values are not recommended for survey control.
 CP3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3039.See file dsdata.txt to determine how the superseded data were derived.
 CP3039
 CP3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1712793986(NAD 83)
 CP3039_MARKER: 63 = STACK
 CP3039
 CP3039  HISTORY     - Date     Condition        Report By
 CP3039  HISTORY     - 1931     FIRST OBSERVED   CGS
 CP3039
 CP3039                          STATION DESCRIPTION
 CP3039
 CP3039'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3045 ***********************************************************************
 CP3045  DESIGNATION -  RAYVILLE GIN RAD STA KER 457
 CP3045  PID         -  CP3045
 CP3045  STATE/COUNTY-  LA/RICHLAND
 CP3045  USGS QUAD   -  RAYVILLE (1982)
 CP3045
 CP3045                         *CURRENT SURVEY CONTROL
 CP3045  ___________________________________________________________________
 CP3045* NAD 83(1992)-  32 27 52.83202(N)    091 45 28.61870(W)     ADJUSTED  
 CP3045* NAVD 88     -                                                        
 CP3045  ___________________________________________________________________
 CP3045  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP3045  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3045
 CP3045  HORZ ORDER  -  THIRD
 CP3045
 CP3045.The horizontal coordinates were established by classical geodetic methods
 CP3045.and adjusted by the National Geodetic Survey in January 1993..
 CP3045
 CP3045
 CP3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3045
 CP3045.The geoid height was determined by GEOID03.
 CP3045
 CP3045;                    North         East     Units Scale Factor Converg.
 CP3045;SPC LA N     -   218,076.065 1,069,759.412   MT  0.99996018   +0 23 32.4
 CP3045;SPC LA N     -   715,471.22  3,509,702.34   sFT  0.99996018   +0 23 32.4
 CP3045;UTM  15      - 3,592,622.561   616,726.671   MT  0.99976802   +0 40 00.4
 CP3045
 CP3045                          SUPERSEDED SURVEY CONTROL
 CP3045
 CP3045  NAD 83(1986)-  32 27 52.84456(N)    091 45 28.61137(W) AD(       ) 4
 CP3045  NAD 27      -  32 27 52.33369(N)    091 45 28.16089(W) AD(       ) 3
 CP3045
 CP3045.Superseded values are not recommended for survey control.
 CP3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3045.See file dsdata.txt to determine how the superseded data were derived.
 CP3045
 CP3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1672792623(NAD 83)
 CP3045_MARKER: 42 = RADIO/TV MAST
 CP3045
 CP3045  HISTORY     - Date     Condition        Report By
 CP3045  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP3045
 CP3045                          STATION DESCRIPTION
 CP3045
 CP3045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3045'THE RAYVILLE GIN SUPPLY COMPANY RADIO MAST IS LOCATED ABOUT 1
 CP3045'MILE SOUTH OF RAYVILLE ON THE EAST SIDE OF STATE HIGHWAY 137 AT
 CP3045'THE LOCATION OF THE GIN SUPPLY COMPANY.
 CP3045'
 CP3045'IT IS A THREE-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED
 CP3045'AND WHITE, WITH A FLASHING RED LIGHT AT THE TOP.
 CP3045'
 CP3045'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP3045'137 GO SOUTH ON HIGHWAY 37 FOR 0.9 MILE TO THE MAST ON THE
 CP3045'LEFT.
 CP3045'
 CP3045'OVERALL HEIGHT OF THE MAST IS 200 FEET.
 CP3045'
 CP3045'POINT INTERSECTED WAS THE LIGHT ATOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3042 ***********************************************************************
 CP3042  DESIGNATION -  RAYVILLE MUNICIPAL TANK
 CP3042  PID         -  CP3042
 CP3042  STATE/COUNTY-  LA/RICHLAND
 CP3042  USGS QUAD   -  RAYVILLE (1982)
 CP3042
 CP3042                         *CURRENT SURVEY CONTROL
 CP3042  ___________________________________________________________________
 CP3042* NAD 83(1992)-  32 28 43.77661(N)    091 45 21.21822(W)     ADJUSTED  
 CP3042* NAVD 88     -                                                        
 CP3042  ___________________________________________________________________
 CP3042  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CP3042  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3042
 CP3042  HORZ ORDER  -  THIRD
 CP3042
 CP3042.The horizontal coordinates were established by classical geodetic methods
 CP3042.and adjusted by the National Geodetic Survey in January 1993..
 CP3042
 CP3042
 CP3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3042
 CP3042.The geoid height was determined by GEOID03.
 CP3042
 CP3042;                    North         East     Units Scale Factor Converg.
 CP3042;SPC LA N     -   219,646.599 1,069,941.887   MT  0.99996256   +0 23 36.3
 CP3042;SPC LA N     -   720,623.88  3,510,301.01   sFT  0.99996256   +0 23 36.3
 CP3042;UTM  15      - 3,594,193.649   616,901.583   MT  0.99976852   +0 40 05.3
 CP3042
 CP3042                          SUPERSEDED SURVEY CONTROL
 CP3042
 CP3042  NAD 83(1986)-  32 28 43.78877(N)    091 45 21.21071(W) AD(       ) 4
 CP3042  NAD 27      -  32 28 43.28025(N)    091 45 20.75709(W) AD(       ) 3
 CP3042
 CP3042.Superseded values are not recommended for survey control.
 CP3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3042.See file dsdata.txt to determine how the superseded data were derived.
 CP3042
 CP3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1690294194(NAD 83)
 CP3042_MARKER: 51 = TANK
 CP3042
 CP3042  HISTORY     - Date     Condition        Report By
 CP3042  HISTORY     - 1931     FIRST OBSERVED   CGS
 CP3042  HISTORY     - 1970     GOOD             NGS
 CP3042
 CP3042                          STATION DESCRIPTION
 CP3042
 CP3042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3042'RECOVERED AS DESCRIBED.  POINT INTERSECTED WAS BALL ATOP OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3044 ***********************************************************************
 CP3044  DESIGNATION -  RAYVILLE UNION COMP CO TANK
 CP3044  PID         -  CP3044
 CP3044  STATE/COUNTY-  LA/RICHLAND
 CP3044  USGS QUAD   -  RAYVILLE (1982)
 CP3044
 CP3044                         *CURRENT SURVEY CONTROL
 CP3044  ___________________________________________________________________
 CP3044* NAD 83(1992)-  32 28 35.91542(N)    091 45 15.46678(W)     ADJUSTED  
 CP3044* NAVD 88     -                                                        
 CP3044  ___________________________________________________________________
 CP3044  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CP3044  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3044
 CP3044  HORZ ORDER  -  THIRD
 CP3044
 CP3044.The horizontal coordinates were established by classical geodetic methods
 CP3044.and adjusted by the National Geodetic Survey in January 1993..
 CP3044
 CP3044
 CP3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3044
 CP3044.The geoid height was determined by GEOID03.
 CP3044
 CP3044;                    North         East     Units Scale Factor Converg.
 CP3044;SPC LA N     -   219,405.489 1,070,093.719   MT  0.99996219   +0 23 39.3
 CP3044;SPC LA N     -   719,832.84  3,510,799.14   sFT  0.99996219   +0 23 39.3
 CP3044;UTM  15      - 3,593,953.315   617,054.540   MT  0.99976896   +0 40 08.3
 CP3044
 CP3044                          SUPERSEDED SURVEY CONTROL
 CP3044
 CP3044  NAD 83(1986)-  32 28 35.92745(N)    091 45 15.46220(W) AD(       ) 4
 CP3044  NAD 27      -  32 28 35.41691(N)    091 45 15.01347(W) AD(       ) 3
 CP3044
 CP3044.Superseded values are not recommended for survey control.
 CP3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3044.See file dsdata.txt to determine how the superseded data were derived.
 CP3044
 CP3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1705593953(NAD 83)
 CP3044_MARKER: 53 = ELEVATED TANK
 CP3044
 CP3044  HISTORY     - Date     Condition        Report By
 CP3044  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP3044
 CP3044                          STATION DESCRIPTION
 CP3044
 CP3044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3044'THE UNION COMPRESS COMPANY WATER TANK IS LOCATED IN THE TOWN
 CP3044'OF RAYVILLE ABOUT 2 BLOCKS EAST-SOUTHEAST OF THE JUNCTION OF
 CP3044'U.S. HIGHWAY 80 AND STATE HIGHWAY 137 AND TO THE SOUTHEAST OF
 CP3044'THE INTERSTATE OF ILLINOIS CENTRAL AND MISSOURI PACIFIC
 CP3044'RAILROAD TRACKS.
 CP3044'
 CP3044'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH AN
 CP3044'OVERALL HEIGHT OF 140 FEET.
 CP3044'
 CP3044'POINT INTERSECTED WAS TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2948 ***********************************************************************
 AU2948  DESIGNATION -  RBN GRAND ISLE GNI
 AU2948  PID         -  AU2948
 AU2948  STATE/COUNTY-  LA/JEFFERSON
 AU2948  USGS QUAD   -  CAMINADA PASS (1994)
 AU2948
 AU2948                         *CURRENT SURVEY CONTROL
 AU2948  ___________________________________________________________________
 AU2948* NAD 83(1992)-  29 11 20.73642(N)    090 04 20.57256(W)     ADJUSTED  
 AU2948* NAVD 88     -                                                        
 AU2948  **This station is located in a subsidence area (see below).
 AU2948  ___________________________________________________________________
 AU2948  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU2948  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AU2948
 AU2948  HORZ ORDER  -  THIRD
 AU2948
 AU2948.The horizontal coordinates were established by classical geodetic methods
 AU2948.and adjusted by the National Geodetic Survey in January 1993..
 AU2948
 AU2948 ** The orthometric height has not been validated since last determined
 AU2948 ** by differential leveling and should not be used for control purposes.
 AU2948 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2948 ** area with valid NAVD 88 orthometric heights.
 AU2948 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2948 ** epoch indicated which incorporates improved geoid heights for the
 AU2948 ** Southern Louisiana Subsidence area.
 AU2948 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2948
 AU2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2948
 AU2948.The geoid height was determined by GEOID03.
 AU2948
 AU2948;                    North         East     Units Scale Factor Converg.
 AU2948;SPC LA S     -    77,059.431 1,122,642.139   MT  1.00002533   +0 37 49.8
 AU2948;SPC LA S     -   252,819.15  3,683,201.75   sFT  1.00002533   +0 37 49.8
 AU2948;UTM  15      - 3,232,485.037   784,694.760   MT  1.00060027   +1 25 43.5
 AU2948;UTM  16      - 3,232,845.022   201,220.926   MT  1.00070171   -1 29 58.2
 AU2948
 AU2948                          SUPERSEDED SURVEY CONTROL
 AU2948
 AU2948  NAD 83(1986)-  29 11 20.75072(N)    090 04 20.58337(W) AD(       ) 4
 AU2948  NAD 27      -  29 11 19.93035(N)    090 04 20.31337(W) AD(       ) 3
 AU2948
 AU2948.Superseded values are not recommended for survey control.
 AU2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2948.See file dsdata.txt to determine how the superseded data were derived.
 AU2948
 AU2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8469532485(NAD 83)
 AU2948_MARKER: 14 = NAVIGATION LIGHT
 AU2948
 AU2948  HISTORY     - Date     Condition        Report By
 AU2948  HISTORY     - 1963     FIRST OBSERVED   CGS
 AU2948  HISTORY     - 1966     GOOD             CGS
 AU2948
 AU2948                          STATION DESCRIPTION
 AU2948
 AU2948'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU2948'POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE MAST WHICH
 AU2948'IS APPROXIMATELY 300 FEET IN HEIGHT.  THE STATION MAY BE REACHED
 AU2948'FROM THE NORTHWEST END THE THE BRIDGE FROM GRAND ISLE ACROSS
 AU2948'CAMINADA BAY TO THE MAINLAND BY GOING NORTH ON LOUISIANA HIWAY
 AU2948'NO. 1 FOR 1.0 MILE TO SMALL WOODEN BRIDGE.  CONTINUE ACROSS
 AU2948'BRIDGE FOR 50 FEET TO DIRT ROAD LEFT, TURN LEFT AND GO 0.3
 AU2948'MILE TO FORK TO LEFT.  CONTINUE ON MAIN ROAD TO RIGHT FOR 0.05
 AU2948'MILE TO SIDE ROAD TO THE RIGHT.  TURN RIGHT AND GO 0.2 MILE TO
 AU2948'MAST AND STATION.
 AU2948
 AU2948                          STATION RECOVERY (1966)
 AU2948
 AU2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2948'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF GRAND ISLE,
 AU2948'ABOUT 2 MILES SOUTHWEST OF CAMINADA PASS AND 1/2 MILE SOUTH OF
 AU2948'STATE HIGHWAY 1.
 AU2948'
 AU2948'STATION IS A RED AND WHITE MAST, APPROXIMATELY 200 FEET HIGH
 AU2948'AND HAS A FLASHING RED LIGHT ATOP.
 AU2948'
 AU2948'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0067 ***********************************************************************
 BW0067  DESIGNATION -  RECTORY USE
 BW0067  PID         -  BW0067
 BW0067  STATE/COUNTY-  LA/AVOYELLES
 BW0067  USGS QUAD   -  MOREAUVILLE (1996)
 BW0067
 BW0067                         *CURRENT SURVEY CONTROL
 BW0067  ___________________________________________________________________
 BW0067* NAD 83(1986)-  31 02 17.     (N)    091 58 38.     (W)     SCALED    
 BW0067* NAVD 88     -        17.355  (meters)      56.94   (feet)  ADJUSTED  
 BW0067  ___________________________________________________________________
 BW0067  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0067  DYNAMIC HT  -          17.334 (meters)      56.87  (feet)  COMP
 BW0067  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 BW0067
 BW0067  VERT ORDER  -  FIRST     CLASS I
 BW0067
 BW0067.The horizontal coordinates were scaled from a topographic map and have
 BW0067.an estimated accuracy of +/- 6 seconds.
 BW0067
 BW0067.The orthometric height was determined by differential leveling
 BW0067.and adjusted by the National Geodetic Survey in February 1994..
 BW0067
 BW0067.The geoid height was determined by GEOID03.
 BW0067
 BW0067.The dynamic height is computed by dividing the NAVD 88
 BW0067.geopotential number by the normal gravity value computed on the
 BW0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0067.degrees latitude (g = 980.6199 gals.).
 BW0067
 BW0067.The modeled gravity was interpolated from observed gravity values.
 BW0067
 BW0067;                    North         East    Units  Estimated Accuracy
 BW0067;SPC LA N     -    59,780.    1,049,910.      MT  (+/- 180 meters Scaled)
 BW0067
 BW0067                          SUPERSEDED SURVEY CONTROL
 BW0067
 BW0067  NAVD 88 (06/15/91)   17.377  (m)           57.01   (f) UNKNOWN     1 1
 BW0067  NGVD 29 (??/??/??)   17.337  (m)           56.88   (f) ADJUSTED    1 1
 BW0067
 BW0067.Superseded values are not recommended for survey control.
 BW0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0067.See file dsdata.txt to determine how the superseded data were derived.
 BW0067
 BW0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ976342(NAD 83)
 BW0067_MARKER: DB = BENCH MARK DISK
 BW0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0067_SP_SET: FOUNDATION
 BW0067_STAMPING: BM RECTORY 51
 BW0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0067+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BW0067
 BW0067  HISTORY     - Date     Condition        Report By
 BW0067  HISTORY     - UNK      MONUMENTED       DOD
 BW0067  HISTORY     - 1966     GOOD             NGS
 BW0067  HISTORY     - 1977     GOOD             NGS
 BW0067  HISTORY     - 20041119 GOOD             USPSQD
 BW0067  HISTORY     - 20060315 GOOD             USPSQD
 BW0067
 BW0067                          STATION DESCRIPTION
 BW0067
 BW0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0067'0.45 MI NW FROM MOREAUVILLE.
 BW0067'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 114 FROM THE POST OFFICE AT
 BW0067'MOREAUVILLE, THENCE 0.25 MILE NORTH ALONG STATE HIGHWAY 451, ABOUT 0.3
 BW0067'MILE SOUTH OF BENCH MARK BM MOREAUVILLE (USE), AT THE SOUTHWEST CORNER
 BW0067'OF THE SACRED HEART CEMETERY, 65 1/2 FEET EAST OF THE CENTER LINE OF
 BW0067'THE HIGHWAY, 11 FEET NORTH OF AN 18-INCH CEDAR TREE, 4 FEET EAST OF
 BW0067'THE EAST EDGE OF A SIDEWALK, SET IN THE CENTER OF THE TOP OF THE WEST
 BW0067'EDGE OF A CONCRETE FOUNDATION SUPPORTING TWIN TOMBS, AND ABOUT LEVEL
 BW0067'WITH THE SIDEWALK.
 BW0067
 BW0067                          STATION RECOVERY (1977)
 BW0067
 BW0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0067'RECOVERED IN GOOD CONDITION.
 BW0067
 BW0067                          STATION RECOVERY (2004)
 BW0067
 BW0067'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BW0067'RECOVERED IN GOOD CONDITION.
 BW0067
 BW0067                          STATION RECOVERY (2006)
 BW0067
 BW0067'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BW0067' 
 BW0067' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1201 ***********************************************************************
 AT1201  DESIGNATION -  RED
 AT1201  PID         -  AT1201
 AT1201  STATE/COUNTY-  LA/JEFFERSON
 AT1201  USGS QUAD   -  BARATARIA PASS (1993)
 AT1201
 AT1201                         *CURRENT SURVEY CONTROL
 AT1201  ___________________________________________________________________
 AT1201* NAD 83(1992)-  29 17 54.49520(N)    089 57 39.94058(W)     ADJUSTED  
 AT1201* NAVD 88     -                                                        
 AT1201  **This station is located in a subsidence area (see below).
 AT1201  ___________________________________________________________________
 AT1201  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AT1201  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AT1201
 AT1201  HORZ ORDER  -  THIRD
 AT1201
 AT1201.The horizontal coordinates were established by classical geodetic methods
 AT1201.and adjusted by the National Geodetic Survey in January 1993..
 AT1201
 AT1201 ** The orthometric height has not been validated since last determined
 AT1201 ** by differential leveling and should not be used for control purposes.
 AT1201 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1201 ** area with valid NAVD 88 orthometric heights.
 AT1201 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1201 ** epoch indicated which incorporates improved geoid heights for the
 AT1201 ** Southern Louisiana Subsidence area.
 AT1201 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1201
 AT1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1201
 AT1201.The geoid height was determined by GEOID03.
 AT1201
 AT1201;                    North         East     Units Scale Factor Converg.
 AT1201;SPC LA S     -    89,306.450 1,133,320.374   MT  1.00000032   +0 41 10.1
 AT1201;SPC LA S     -   292,999.58  3,718,235.26   sFT  1.00000032   +0 41 10.1
 AT1201;UTM  16      - 3,244,693.778   212,354.828   MT  1.00062110   -1 27 00.1
 AT1201;UTM  15      - 3,244,887.726   795,207.500   MT  1.00067550   +1 29 17.5
 AT1201
 AT1201                          SUPERSEDED SURVEY CONTROL
 AT1201
 AT1201  NAD 83(1986)-  29 17 54.50834(N)    089 57 39.94980(W) AD(       ) 4
 AT1201  NAD 27      -  29 17 53.69900(N)    089 57 39.69700(W) AD(       ) 3
 AT1201
 AT1201.Superseded values are not recommended for survey control.
 AT1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1201.See file dsdata.txt to determine how the superseded data were derived.
 AT1201
 AT1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1235544694(NAD 83)
 AT1201
 AT1201  HISTORY     - Date     Condition        Report By
 AT1201  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1201
 AT1201                          STATION DESCRIPTION
 AT1201
 AT1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1201'NEAR THE WESTERN SHORE OF BARATARIA BAY, ABOUT 1-1/2 MILES NW OF THE
 AT1201'BARATARIA LIGHTHOUSE, AND ABOUT 1/3
 AT1201'MILE SW OF QUEEN BESS ISLAND.  THE STATION IS A 12
 AT1201'BY 14-FOOT WHITE HOUSE WHICH IS
 AT1201'SET ON A PILE OF SHELLS.  THE HOUSE
 AT1201'HAS A RED ROOF AND A PORCH FACING TO THE S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3133 ***********************************************************************
 CQ3133  DESIGNATION -  RED CHUTE
 CQ3133  PID         -  CQ3133
 CQ3133  STATE/COUNTY-  LA/BOSSIER
 CQ3133  USGS QUAD   -  SLIGO (1980)
 CQ3133
 CQ3133                         *CURRENT SURVEY CONTROL
 CQ3133  ___________________________________________________________________
 CQ3133* NAD 83(1992)-  32 24 19.21021(N)    093 32 51.91103(W)     ADJUSTED  
 CQ3133* NAVD 88     -        61.9    (meters)     203.     (feet)  VERTCON   
 CQ3133  ___________________________________________________________________
 CQ3133  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CQ3133  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3133
 CQ3133  HORZ ORDER  -  FIRST
 CQ3133
 CQ3133.The horizontal coordinates were established by classical geodetic methods
 CQ3133.and adjusted by the National Geodetic Survey in January 1993..
 CQ3133
 CQ3133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3133
 CQ3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3133
 CQ3133.The geoid height was determined by GEOID03.
 CQ3133
 CQ3133;                    North         East     Units Scale Factor Converg.
 CQ3133;SPC LA N     -   211,733.574   901,438.931   MT  0.99995085   -0 33 14.2
 CQ3133;SPC LA N     -   694,662.57  2,957,470.89   sFT  0.99995085   -0 33 14.2
 CQ3133;UTM  15      - 3,585,497.542   448,490.364   MT  0.99963272   -0 17 36.8
 CQ3133
 CQ3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3133!SPC LA N     -   0.99999436  x   0.99995085  =   0.99994521
 CQ3133!UTM  15      -   0.99999436  x   0.99963272  =   0.99962708
 CQ3133
 CQ3133:                Primary Azimuth Mark                     Grid Az
 CQ3133:SPC LA N     -  RED CHUTE AZ MK                          060 36 33.1
 CQ3133:UTM  15      -  RED CHUTE AZ MK                          060 20 55.7
 CQ3133
 CQ3133|---------------------------------------------------------------------|
 CQ3133| PID    Reference Object                     Distance      Geod. Az  |
 CQ3133|                                                           dddmmss.s |
 CQ3133| CX6142 RED CHUTE AZ MK                                    0600318.9 |
 CQ3133| CX6143 RED CHUTE RM 1                       30.093 METERS 07505     |
 CQ3133| CX6144 RED CHUTE RM 2                       24.660 METERS 17851     |
 CQ3133| CQ3207 SHREVEPORT N BASE RM 3              APPROX.23.2 KM 2695939.6 |
 CQ3133|---------------------------------------------------------------------|
 CQ3133
 CQ3133                          SUPERSEDED SURVEY CONTROL
 CQ3133
 CQ3133  NAD 83(1986)-  32 24 19.22185(N)    093 32 51.90300(W) AD(       ) 1
 CQ3133  NAD 27      -  32 24 18.66624(N)    093 32 51.27247(W) AD(       ) 1
 CQ3133  NGVD 29 (07/19/86)   62.0    (m)          203.     (f) VERT ANG       
 CQ3133
 CQ3133.Superseded values are not recommended for survey control.
 CQ3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3133.See file dsdata.txt to determine how the superseded data were derived.
 CQ3133
 CQ3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4849085498(NAD 83)
 CQ3133_MARKER: DS = TRIANGULATION STATION DISK
 CQ3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3133
 CQ3133  HISTORY     - Date     Condition        Report By
 CQ3133  HISTORY     - 1969     MONUMENTED       CGS
 CQ3133  HISTORY     - 20020511 GOOD             USPSQD
 CQ3133
 CQ3133                          STATION DESCRIPTION
 CQ3133
 CQ3133'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3133'THE STATION IS ABOUT 14 MILES SOUTHEAST OF SHREVEPORT,
 CQ3133'8-3/4 MILES SOUTH-SOUTHWEST OF HAUGHTON, 6 MILES EAST-SOUTHEAST
 CQ3133'OF CURTIS AND 6 MILES NORTH OF MC DADE.  IT IS ON LAND OWNED
 CQ3133'BY THE MC FERRIN MINORS.
 CQ3133'
 CQ3133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 CQ3133'AND STATE HIGHWAY 527 IN THE SMALL SETTLEMENT OF TAYLORTOWN,
 CQ3133'GO NORTHEAST ON STATE HIGHWAY 527 FOR 3.35 MILES TO A GRAVELED
 CQ3133'SIDE ROAD LEFT AND THE STATION IN THE NORTHEAST ANGLE OF THE
 CQ3133'INTERSECTION.  TO REACH THE AZIMUTH MARK FROM THIS POINT,
 CQ3133'CONTINUE NORTHEASTERLY ON STATE HIGHWAY 527 FOR 0.4 MILE
 CQ3133'TO THE AZIMUTH MARK ON THE RIGHT.
 CQ3133'
 CQ3133'THE STATION MARK IS A STANDARD DISK STAMPED RED CHUTE 1969,
 CQ3133'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3133'THAT IS FLUSH WITH THE GROUND.  IT IS 98 FEET NORTHWEST OF THE
 CQ3133'CENTERLINE OF HIGHWAY 527, 43 FEET EAST OF THE APPROXIMATE
 CQ3133'CENTER OF THE GRAVELED ROAD, 24 FEET SOUTH OF THE SOUTH CORNER
 CQ3133'OF A WOOD FRAME BUILDING AND 2 FEET SOUTH-SOUTHEAST OF A
 CQ3133'METAL WITNESS POST.
 CQ3133'
 CQ3133'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED CHUTE NO 1
 CQ3133'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ3133'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 99
 CQ3133'FEET EAST-NORTHEAST OF THE METAL WITNESS POST, 43 FEET NORTHWEST
 CQ3133'OF THE CENTERLINE OF HIGHWAY 527, 36 FEET SOUTH OF AN 18-INCH
 CQ3133'PINE TREE AND 5 FEET NORTH-NORTHEAST OF A POWER POLE.
 CQ3133'
 CQ3133'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RED CHUTE NO 2
 CQ3133'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3133'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 104 FEET SOUTH
 CQ3133'OF THE SOUTH CORNER OF THE WOOD FRAME BUILDING, 48 FEET
 CQ3133'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 527 AND 45 FEET
 CQ3133'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 CQ3133'
 CQ3133'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RED CHUTE 1969,
 CQ3133'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 CQ3133'5 INCHES ABOVE THE GROUND.  IT IS 46 FEET SOUTH-SOUTHEAST
 CQ3133'OF THE CENTERLINE OF HIGHWAY 527, 4 FEET NORTHWEST OF A WIRE
 CQ3133'FENCE, 3.5 FEET SOUTHWEST OF A UTILITY POLE (33115) AND 1.5
 CQ3133'FEET SOUTHWEST OF A METAL WITNESS POST.
 CQ3133'
 CQ3133'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO POWER
 CQ3133'POLE AND BRUSH ON LINE.
 CQ3133'
 CQ3133'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 CQ3133
 CQ3133                          STATION RECOVERY (2002)
 CQ3133
 CQ3133'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3133'RM1 GOOD CONDITION.  RM2 POOR CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2883 ***********************************************************************
 BX2883  DESIGNATION -  RED DIRT LOOKOUT TOWER USFS
 BX2883  PID         -  BX2883
 BX2883  STATE/COUNTY-  LA/NATCHITOCHES
 BX2883  USGS QUAD   -  BAYOU L'IVROGNE (1972)
 BX2883
 BX2883                         *CURRENT SURVEY CONTROL
 BX2883  ___________________________________________________________________
 BX2883* NAD 83(1992)-  31 29 55.10403(N)    093 01 50.63510(W)     ADJUSTED  
 BX2883* NAVD 88     -                                                        
 BX2883  ___________________________________________________________________
 BX2883  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 BX2883  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2883
 BX2883  HORZ ORDER  -  THIRD
 BX2883
 BX2883.The horizontal coordinates were established by classical geodetic methods
 BX2883.and adjusted by the National Geodetic Survey in January 1993..
 BX2883
 BX2883
 BX2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2883
 BX2883.The geoid height was determined by GEOID03.
 BX2883
 BX2883;                    North         East     Units Scale Factor Converg.
 BX2883;SPC LA N     -   110,848.192   949,581.661   MT  0.99994132   -0 16 50.2
 BX2883;SPC LA N     -   363,674.44  3,115,419.17   sFT  0.99994132   -0 16 50.2
 BX2883;UTM  15      - 3,484,866.322   497,081.517   MT  0.99960011   -0 00 57.8
 BX2883
 BX2883                          SUPERSEDED SURVEY CONTROL
 BX2883
 BX2883  NAD 83(1986)-  31 29 55.11973(N)    093 01 50.62410(W) AD(       ) 4
 BX2883  NAD 27      -  31 29 54.48301(N)    093 01 50.02563(W) AD(       ) 3
 BX2883
 BX2883.Superseded values are not recommended for survey control.
 BX2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2883.See file dsdata.txt to determine how the superseded data were derived.
 BX2883
 BX2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9708284866(NAD 83)
 BX2883_MARKER: 57 = LOOKOUT TOWER
 BX2883
 BX2883  HISTORY     - Date     Condition        Report By
 BX2883  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2883  HISTORY     - 1954     GOOD             CGS
 BX2883
 BX2883                          STATION DESCRIPTION
 BX2883
 BX2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2883'STATION IS ON LAND OF THE KISATCHIE NATIONAL FOREST, ABOUT
 BX2883'6-1/4 MILES E BY N OF THE SETTLEMENT OF LOTUS IN THE CENTER
 BX2883'OF THE W PART OF SECTION 18, T 6 N, R 7 W.  THE TOWER IS ABOUT
 BX2883'112 FEET HIGH WITH A CROWS NEST LIVING QUARTERS ON TOP.  THE
 BX2883'POINT LOCATED WAS THE APEX OF THE PYRAMIDAL-TYPE ROOF.
 BX2883
 BX2883                          STATION RECOVERY (1954)
 BX2883
 BX2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (MOL)
 BX2883'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2884 ***********************************************************************
 BX2884  DESIGNATION -  RED DIRT LOT USFS 1969
 BX2884  PID         -  BX2884
 BX2884  STATE/COUNTY-  LA/NATCHITOCHES
 BX2884  USGS QUAD   -  BAYOU L'IVROGNE (1972)
 BX2884
 BX2884                         *CURRENT SURVEY CONTROL
 BX2884  ___________________________________________________________________
 BX2884* NAD 83(1992)-  31 29 55.12234(N)    093 01 50.62240(W)     ADJUSTED  
 BX2884* NAVD 88     -                                                        
 BX2884  ___________________________________________________________________
 BX2884  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 BX2884  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2884
 BX2884  HORZ ORDER  -  THIRD
 BX2884
 BX2884.The horizontal coordinates were established by classical geodetic methods
 BX2884.and adjusted by the National Geodetic Survey in January 1993..
 BX2884
 BX2884
 BX2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2884
 BX2884.The geoid height was determined by GEOID03.
 BX2884
 BX2884;                    North         East     Units Scale Factor Converg.
 BX2884;SPC LA N     -   110,848.754   949,581.999   MT  0.99994132   -0 16 50.1
 BX2884;SPC LA N     -   363,676.29  3,115,420.28   sFT  0.99994132   -0 16 50.1
 BX2884;UTM  15      - 3,484,866.886   497,081.852   MT  0.99960011   -0 00 57.8
 BX2884
 BX2884                          SUPERSEDED SURVEY CONTROL
 BX2884
 BX2884  NAD 83(1986)-  31 29 55.14275(N)    093 01 50.61357(W) AD(       ) 4
 BX2884  NAD 27      -  31 29 54.53493(N)    093 01 50.02366(W) AD(       ) 3
 BX2884
 BX2884.Superseded values are not recommended for survey control.
 BX2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2884.See file dsdata.txt to determine how the superseded data were derived.
 BX2884
 BX2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9708284867(NAD 83)
 BX2884_MARKER: 57 = LOOKOUT TOWER
 BX2884
 BX2884  HISTORY     - Date     Condition        Report By
 BX2884  HISTORY     - 1969     FIRST OBSERVED   USFS
 BX2884
 BX2884                          STATION DESCRIPTION
 BX2884
 BX2884'DESCRIBED BY US FOREST SERVICE 1969 (GRK)
 BX2884'THE TOP CENTER OF A CABIN SURMOUNTED ON A FOUR-LEGGED STEEL
 BX2884'STRUCTURE THAT IS ABOUT 100 FEET HIGH.  IT IS 11 MILES NORTHWEST
 BX2884'OF FLATWOODS, 7-3/4 MILES SOUTHWEST OF CLOUTIERVILLE AND ON THE
 BX2884'EAST SIDE OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0918 ***********************************************************************
 AV0918  DESIGNATION -  RED HOUSE CHIMNEY
 AV0918  PID         -  AV0918
 AV0918  STATE/COUNTY-  LA/CAMERON
 AV0918  USGS QUAD   -  WEST OF GREENS BAYOU (1993)
 AV0918
 AV0918                         *CURRENT SURVEY CONTROL
 AV0918  ___________________________________________________________________
 AV0918* NAD 83(1992)-  29 54 05.81937(N)    093 45 16.56825(W)     ADJUSTED  
 AV0918* NAVD 88     -                                                        
 AV0918  ___________________________________________________________________
 AV0918  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AV0918  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AV0918
 AV0918  HORZ ORDER  -  THIRD
 AV0918
 AV0918.The horizontal coordinates were established by classical geodetic methods
 AV0918.and adjusted by the National Geodetic Survey in February 1996..
 AV0918
 AV0918
 AV0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0918
 AV0918.The geoid height was determined by GEOID03.
 AV0918
 AV0918;                    North         East     Units Scale Factor Converg.
 AV0918;SPC LA S     -   157,831.604   766,185.085   MT  0.99992724   -1 12 38.4
 AV0918;SPC LA S     -   517,819.19  2,513,725.57   sFT  0.99992724   -1 12 38.4
 AV0918;UTM  15      - 3,308,122.911   427,147.606   MT  0.99966548   -0 22 34.3
 AV0918
 AV0918                          SUPERSEDED SURVEY CONTROL
 AV0918
 AV0918  NAD 83(1992)-  29 54 05.81920(N)    093 45 16.56831(W) AD(       ) 4
 AV0918  NAD 83(1986)-  29 54 05.84005(N)    093 45 16.55404(W) AD(       ) 4
 AV0918  NAD 27      -  29 54 05.05000(N)    093 45 15.95000(W) AD(       ) 3
 AV0918
 AV0918.Superseded values are not recommended for survey control.
 AV0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0918.See file dsdata.txt to determine how the superseded data were derived.
 AV0918
 AV0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2714808123(NAD 83)
 AV0918_MARKER: 85 = CHIMNEY
 AV0918
 AV0918  HISTORY     - Date     Condition        Report By
 AV0918  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0918
 AV0918                          STATION DESCRIPTION
 AV0918
 AV0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0918'STATION IS CHIMNEY IN MIDDLE OF ROOF, OF SMALL ONE-STORY
 AV0918'WOODEN FRAME HOUSE PAINTED RED, LOCATED IN A GROUP OF TREES,
 AV0918'APPROXIMATELY 4 MILES N OF THE MOUTH OF JOHNSON BAYOU, 2
 AV0918'MILES S OF STATION MAC AND 1 MILE E OF THE SHORE OF SABINE
 AV0918'LAKE.  STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3803 ***********************************************************************
 BJ3803  DESIGNATION -  RED OAK
 BJ3803  PID         -  BJ3803
 BJ3803  STATE/COUNTY-  LA/LIVINGSTON
 BJ3803  USGS QUAD   -  FROST (1980)
 BJ3803
 BJ3803                         *CURRENT SURVEY CONTROL
 BJ3803  ___________________________________________________________________
 BJ3803* NAD 83(1992)-  30 28 35.35851(N)    090 43 32.27855(W)     ADJUSTED  
 BJ3803* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 BJ3803  ___________________________________________________________________
 BJ3803  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ3803  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ3803
 BJ3803  HORZ ORDER  -  FIRST
 BJ3803
 BJ3803.The horizontal coordinates were established by classical geodetic methods
 BJ3803.and adjusted by the National Geodetic Survey in January 1993..
 BJ3803
 BJ3803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3803
 BJ3803.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3803
 BJ3803.The geoid height was determined by GEOID03.
 BJ3803
 BJ3803;                    North         East     Units Scale Factor Converg.
 BJ3803;SPC LA S     -   219,239.649 1,058,350.010   MT  0.99996008   +0 18 13.9
 BJ3803;SPC LA S     -   719,288.75  3,472,269.99   sFT  0.99996008   +0 18 13.9
 BJ3803;UTM  15      - 3,373,784.576   718,329.983   MT  1.00018809   +1 09 14.3
 BJ3803
 BJ3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3803!SPC LA S     -   1.00000255  x   0.99996008  =   0.99996263
 BJ3803!UTM  15      -   1.00000255  x   1.00018809  =   1.00019064
 BJ3803
 BJ3803|---------------------------------------------------------------------|
 BJ3803| PID    Reference Object                     Distance      Geod. Az  |
 BJ3803|                                                           dddmmss.s |
 BJ3803| BJ3804 RED OAK RM 1                         43.495 METERS 08456     |
 BJ3803| BJ4360 SPRINGVILLE LOT                     APPROX. 7.7 KM 1221653.6 |
 BJ3803| BJ3800 RED OAK AZ MK                       491.140 METERS 1274336.4 |
 BJ3803| BJ3801 32 D 003                            312.936 METERS 13233     |
 BJ3803| BJ3802 RED OAK RM 2                         47.994 METERS 30727     |
 BJ3803|---------------------------------------------------------------------|
 BJ3803
 BJ3803                          SUPERSEDED SURVEY CONTROL
 BJ3803
 BJ3803  NAD 83(1986)-  30 28 35.37579(N)    090 43 32.27630(W) AD(       ) 1
 BJ3803  NAD 27      -  30 28 34.68902(N)    090 43 31.93381(W) AD(       ) 1
 BJ3803  NGVD 29 (07/19/86)   10.8    (m)           35.     (f) VERT ANG       
 BJ3803
 BJ3803.Superseded values are not recommended for survey control.
 BJ3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3803.See file dsdata.txt to determine how the superseded data were derived.
 BJ3803
 BJ3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1833073785(NAD 83)
 BJ3803_MARKER: DS = TRIANGULATION STATION DISK
 BJ3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3803_SP_SET: CONCRETE POST
 BJ3803_STAMPING: RED OAK 1970
 BJ3803_MARK LOGO: NGS   
 BJ3803_PROJECTION: FLUSH
 BJ3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3803+STABILITY: SURFACE MOTION
 BJ3803
 BJ3803  HISTORY     - Date     Condition        Report By
 BJ3803  HISTORY     - 1970     MONUMENTED       NGS
 BJ3803  HISTORY     - 1973     GOOD             NGS
 BJ3803  HISTORY     - 1973     GOOD             NGS
 BJ3803  HISTORY     - 1984     GOOD             LADTD
 BJ3803
 BJ3803                          STATION DESCRIPTION
 BJ3803
 BJ3803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3803'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF LIVINGSTON,
 BJ3803'9 MILES SOUTHWEST OF ALBANY IN THE SOUTHEAST QUARTER OF SECTION 32,
 BJ3803'T6S, R5E AND ON STATE HIGHWAY DEPARTMENT PROPERTY.
 BJ3803'
 BJ3803'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 190 AND STATE
 BJ3803'HIGHWAY 63 TO THE SOUTH IN LIVINGSTON (THIS IS 0.3 MILE EAST OF
 BJ3803'JUNCTION US 190 AND STATE HIGHWAY 63 TO THE NORTH), GO EAST ON US
 BJ3803'HIGHWAY 190 FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 BJ3803'SOUTH ON S RED OAK ROAD FOR 2.3 MILES TO A PAVED ROAD LEFT.
 BJ3803'CONTINUE SOUTH ON S RED OAK ROAD FOR 0.35 MILE TO THE STATION ON THE
 BJ3803'LEFT.
 BJ3803'
 BJ3803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON S RED OAK
 BJ3803'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BJ3803'
 BJ3803'THE STATION MARK IS A STANDARD DISK, STAMPED RED OAK 1970, SET IN THE
 BJ3803'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3803'THE SURFACE OF THE GROUND.  IT IS 99 FEET EAST OF THE INTERSECTION
 BJ3803'OF S RED OAK ROAD AND A PAVED SERVICE ROAD, 67 FEET SOUTHEAST OF
 BJ3803'THE CENTER OF THE SERVICE ROAD AND 65 FEET NORTHEAST OF THE CENTER OF
 BJ3803'S RED OAK ROAD.
 BJ3803'
 BJ3803'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED OAK NO 1 1970, SET
 BJ3803'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3803'WITH THE SURFACE OF THE GROUND.  IT IS 161 FEET SOUTHEAST OF A
 BJ3803'FENCE CORNER, 50 FEET NORTHEAST OF THE CENTER OF THE SERVICE ROAD,
 BJ3803'2 FEET NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 BJ3803'0.8 FOOT SOUTHWEST OF A WIRE FENCE.
 BJ3803'
 BJ3803'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RED OAK NO 2 1970, SET
 BJ3803'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3803'WITH THE GROUND.  IT IS 103 FEET NORTH-NORTHWEST OF THE
 BJ3803'INTERSECTION OF THE SERVICE ROAD AND S RED OAK ROAD, 154 FEET
 BJ3803'WEST-SOUTHWEST OF A FENCE CORNER, 48 FEET NORTHEAST OF THE CENTER
 BJ3803'OF S RED OAK ROAD, 9 FEET EAST OF A FENCE CORNER AND 1.7 FEET
 BJ3803'SOUTH-SOUTHEAST OF A FENCE.
 BJ3803'
 BJ3803'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RED OAK 1970, SET IN THE
 BJ3803'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3803'THE SURFACE OF THE GROUND.  IT IS 158 FEET WEST-NORTHWEST OF A
 BJ3803'TELEGRAPH POLE NUMBER AS 150-49 A, 18 FEET NORTHEAST OF THE CENTER
 BJ3803'OF S RED OAK ROAD, 1.6 FEET NORTHWEST OF THE SOUTHEAST END OF A
 BJ3803'CONCRETE CULVERT HEADWALL AND 1.3 FEET WEST OF A METAL WITNESS
 BJ3803'POST WITH A SIGN ATTACHED.
 BJ3803'
 BJ3803'HEIGHT OF LIGHT ABOVE STATION MARK 41.8 METERS.
 BJ3803
 BJ3803                          STATION RECOVERY (1973)
 BJ3803
 BJ3803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ3803'THE STATION WAS VISITED 8/1/73 AND THE STATION MARK, AZIMUTH MARK,
 BJ3803'AND RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
 BJ3803'
 BJ3803'THE STATION IS LOCATED 9 MILES SOUTHWEST OF ALBANY, AND 2.5 MILES
 BJ3803'SOUTHEAST OF LIVINGSTON, IN THE SOUTHEAST QUARTER OF SECTION 32,
 BJ3803'T6S, R5E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 BJ3803'HIGHWAYS.  IT IS 99 FEET EAST OF THE INTERSECTION OF SOUTH RED OAK
 BJ3803'ROAD AND A PAVED SERVICE ROAD, 67 FEET SOUTHEAST OF THE CENTER OF
 BJ3803'THE SERVICE ROAD, AND 65 FEET NORTHEAST OF THE CENTER OF SOUTH
 BJ3803'RED OAK ROAD.
 BJ3803'
 BJ3803'IT IS A STANDARD TRIANGULATION DISK, STAMPED RED OAK 1970, FLUSH WITH
 BJ3803'THE GROUND.
 BJ3803'
 BJ3803'REFERENCE MARK NO. 1 IS 142.70 FEET EAST OF THE STATION.  IT IS 161
 BJ3803'FEET SOUTHEAST OF A FENCE CORNER, 50 FEET NORTHEAST OF THE CENTER OF
 BJ3803'THE SERVICE ROAD, 2 FEET NORTHWEST OF A METAL WITNESS POST AND
 BJ3803'SIGN, AND 0.8 FOOT SOUTHWEST OF A WIRE FENCE.  IT IS A STANDARD
 BJ3803'DISK, STAMPED RED OAK NO. 1 1970, FLUSH WITH THE GROUND.
 BJ3803'
 BJ3803'REFERENCE MARK NO. 2 IS 157.46 FEET NORTHWEST OF THE STATION.  IT IS
 BJ3803'103 FEET NORTH-NORTHWEST OF THE INTERSECTION OF THE SERVICE ROAD AND
 BJ3803'SOUTH RED OAK ROAD, 154 FEET WEST-SOUTHWEST OF A FENCE CORNER, 48
 BJ3803'FEET NORTHEAST OF THE CENTER OF SOUTH RED OAK ROAD, AND 9 FEET EAST
 BJ3803'OF A FENCE CORNER.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ3803'RED OAK NO. 2 1970, FLUSH WITH THE GROUND.
 BJ3803'
 BJ3803'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION.  IT IS 158
 BJ3803'FEET WEST-NORTHWEST OF A TELEGRAPH POLE NO. AS 150-49A, 18 FEET
 BJ3803'NORTHEAST OF THE CENTER OF SOUTH RED OAK ROAD, 2 FEET NORTHWEST OF
 BJ3803'THE SOUTHEAST END OF A CONCRETE CULVERT HEADWALL, AND 1.3 FEET
 BJ3803'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD AZIMUTH MARK
 BJ3803'DISK, STAMPED RED OAK 1970, FLUSH WITH THE GROUND.
 BJ3803'
 BJ3803'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 190 AND STATE
 BJ3803'HIGHWAY 63 TO THE SOUTH, IN LIVINGSTON (THIS IS 0.3 MILE EAST OF THE
 BJ3803'JUNCTION OF U. S. HIGHWAY 190 AND STATE HIGHWAY 63 TO THE NORTH),
 BJ3803'GO EAST ON U. S. HIGHWAY 190 FOR 0.5 MILE TO A SIDE ROAD RIGHT.
 BJ3803'TURN RIGHT AND GO SOUTH ON SOUTH RED OAK ROAD FOR 2.3 MILES TO A
 BJ3803'PAVED ROAD ON THE LEFT.  CONTINUE SOUTH ON SOUTH RED OAK ROAD FOR
 BJ3803'0.35 MILE TO THE STATION ON THE LEFT.
 BJ3803'
 BJ3803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTHEAST
 BJ3803'OF LIVINGSTON.
 BJ3803
 BJ3803                          STATION RECOVERY (1973)
 BJ3803
 BJ3803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ3803'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 BJ3803'RECOVERED AND FOUND IN GOOD CONDITION.  THE TO REACH THE STATION
 BJ3803'MARK AND THE AZIMUTH MARK ARE ADEQUATE.  A DIFFERENCE IN
 BJ3803'MEASUREMENTS TO THE REFERENCE MARKS WAS FOUND.  THE AZIMUTH MARK
 BJ3803'IS REDESCRIBED BELOW DUE TO A DISCREPANCY.
 BJ3803'
 BJ3803'THE AZIMUTH MARK, A STANDARD DISK STAMPED RED OAK 1970, IS CEMENTED
 BJ3803'IN A DRILL HOLE IN A ROAD CULVERT THAT IS 1 FOOT LOWER THAN THE ROAD
 BJ3803'SURFACE.  IT IS 18 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 BJ3803'OF A PAVED ROAD, 1.5 FEET WEST-NORTHWEST OF THE EAST END OF THE
 BJ3803'CONCRETE CULVERT AND 1 FOOT WEST OF A METAL WITNESS POST.
 BJ3803'
 BJ3803'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 BJ3803'
 BJ3803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTHEAST
 BJ3803'OF LIVINGSTON.
 BJ3803
 BJ3803                          STATION RECOVERY (1984)
 BJ3803
 BJ3803'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3803'4.1 KM (2.65 MI) SE FROM LIVINGSTON.
 BJ3803'ABOUT 0.8 KM (0.5 MI) EAST ALONG US 190 FROM THE INTERSECTION OF US
 BJ3803'190 AND STATE HIGHWAY 63 IN LIVINGSTON TO A SIDE ROAD RIGHT, THENCE
 BJ3803'SOUTH (RIGHT) ON SOUTH RED OAK ROAD FOR 3.7 KM (2.3 MI) TO A PAVED
 BJ3803'LEFT, CONTINUE SOUTH ON SOUTH RED OAK ROAD FOR 0.6 KM (0.35 MI) TO THE
 BJ3803'STATION ON THE LEFT, 30.2 METERS (99 FT) EAST OF THE INTERSECTION OF
 BJ3803'SOUTH RED OAK ROAD AND A PAVED SERVICE ROAD, 20.4 METERS (67 FT)
 BJ3803'SOUTHEAST FROM THE CENTER OF THE SERVICE ROAD, AND 19.8 METERS (65 FT)
 BJ3803'NORTHEAST OF THE CENTER OF SOUTH RED OAK ROAD.
 BJ3803'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3800 ***********************************************************************
 BJ3800  DESIGNATION -  RED OAK AZ MK
 BJ3800  PID         -  BJ3800
 BJ3800  STATE/COUNTY-  LA/LIVINGSTON
 BJ3800  USGS QUAD   -  FROST (1980)
 BJ3800
 BJ3800                         *CURRENT SURVEY CONTROL
 BJ3800  ___________________________________________________________________
 BJ3800* NAD 83(1992)-  30 28 25.59919(N)    090 43 17.71499(W)     ADJUSTED  
 BJ3800* NAVD 88     -        10.3    (meters)      34.     (feet)  VERTCON   
 BJ3800  ___________________________________________________________________
 BJ3800  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3800  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ3800
 BJ3800  HORZ ORDER  -  SECOND
 BJ3800
 BJ3800.The horizontal coordinates were established by classical geodetic methods
 BJ3800.and adjusted by the National Geodetic Survey in January 1993..
 BJ3800
 BJ3800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3800
 BJ3800.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3800
 BJ3800.The geoid height was determined by GEOID03.
 BJ3800
 BJ3800;                    North         East     Units Scale Factor Converg.
 BJ3800;SPC LA S     -   218,941.198 1,058,740.044   MT  0.99995969   +0 18 21.2
 BJ3800;SPC LA S     -   718,309.58  3,473,549.63   sFT  0.99995969   +0 18 21.2
 BJ3800;UTM  15      - 3,373,491.878   718,724.493   MT  1.00019022   +1 09 21.4
 BJ3800
 BJ3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3800!SPC LA S     -   1.00000263  x   0.99995969  =   0.99996232
 BJ3800!UTM  15      -   1.00000263  x   1.00019022  =   1.00019285
 BJ3800
 BJ3800|---------------------------------------------------------------------|
 BJ3800| PID    Reference Object                     Distance      Geod. Az  |
 BJ3800|                                                           dddmmss.s |
 BJ3800| BJ3801 32 D 003                            181.231 METERS 29923     |
 BJ3800| BJ3803 RED OAK                             491.140 METERS 3074343.8 |
 BJ3800|---------------------------------------------------------------------|
 BJ3800
 BJ3800                          SUPERSEDED SURVEY CONTROL
 BJ3800
 BJ3800  NAD 83(1986)-  30 28 25.61648(N)    090 43 17.71280(W) AD(       ) 2
 BJ3800  NAD 27      -  30 28 24.92908(N)    090 43 17.37072(W) AD(       ) 2
 BJ3800  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG       
 BJ3800
 BJ3800.Superseded values are not recommended for survey control.
 BJ3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3800.See file dsdata.txt to determine how the superseded data were derived.
 BJ3800
 BJ3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1872473492(NAD 83)
 BJ3800_MARKER: DZ = AZIMUTH MARK DISK
 BJ3800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3800_SP_SET: CONCRETE POST
 BJ3800_STAMPING: RED OAK 1970
 BJ3800_MARK LOGO: NGS   
 BJ3800_PROJECTION: FLUSH
 BJ3800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3800+STABILITY: SURFACE MOTION
 BJ3800
 BJ3800  HISTORY     - Date     Condition        Report By
 BJ3800  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3800  HISTORY     - 1984     GOOD             LADTD
 BJ3800
 BJ3800                          STATION DESCRIPTION
 BJ3800
 BJ3800'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 BJ3800'THE STATION IS LOCATED 9 MILES SOUTHWEST OF ALBANY, 2.5 MILES
 BJ3800'SOUTHEAST OF LIVINGSTON, AND 5 MILES NORTH-NORTHEAST OF
 BJ3800'FROST, IN THE NORTHEAST QUARTER OF SECTION 5, T7S, R6E.
 BJ3800'
 BJ3800'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 190
 BJ3800'AND STATE HIGHWAY 63 TO THE SOUTH IN LIVINGSTON, GO EAST
 BJ3800'ON U.S. HIGHWAY 190 FOR 0.5 MILE TO A SIDE ROAD ON THE
 BJ3800'RIGHT.  TURN RIGHT AND GO SOUTH ON SOUTH RED OAK ROAD FOR
 BJ3800'2.3 MILES TO A PAVED ROAD ON THE LEFT.  CONTINUE SOUTH ON
 BJ3800'SOUTH RED OAK ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT.
 BJ3800'
 BJ3800'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ3800'AND U.S. COAST AND GEODETIC AZ. MK. DISK SET IN THE TOP OF
 BJ3800'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ3800'THE GROUND.  IT IS STAMPED RED OAK 1970.  IT IS 158 FEET
 BJ3800'WEST-NORTHWEST OF TELEGRAPH POLE NO. AS 150-49A, 18 FEET
 BJ3800'NORTHEAST OF THE CENTER OF SOUTH RED OAK ROAD, 2 FEET NORTHWEST
 BJ3800'OF THE SOUTHEAST END OF A CONCRETE CULVERT HEADWALL, AND
 BJ3800'1.3 FEET WEST OF A METAL WITNESS POST AND SIGN.
 BJ3800'
 BJ3800'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3800
 BJ3800                          STATION RECOVERY (1984)
 BJ3800
 BJ3800'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3800'4.1 KM (2.65 MI) SE FROM LIVINGSTON.
 BJ3800'ABOUT 0.8 KM (0.5 MI) EAST ALONG US 190 FROM THE INTERSECTION OF US
 BJ3800'190 AND STATE HIGHWAY 63 IN LIVINGSTON TO A SIDE ROAD RIGHT, THENCE
 BJ3800'SOUTH (RIGHT) ON SOUTH RED OAK ROAD FOR 3.7 KM (2.3 MI) TO A PAVED
 BJ3800'ROAD LEFT, CONTINUE SOUTH ON SOUTH RED OAK ROAD FOR 1.0 KM (0.6 MI) TO
 BJ3800'THE MARK ON THE LEFT, 48.2 METERS (158 FT) WEST NORTHWEST OF A
 BJ3800'TELEGRAPH POLE NO AS 150-49A, 5.5 METERS (18 FT) NORTHEAST OF THE
 BJ3800'CENTER OF SOUTH RED OAK ROAD, AND 0.6 METERS (2 FT) NORTHWEST OF THE
 BJ3800'SOUTHEAST END OF A CONCRETE CULVERT HEADWALL.
 BJ3800'THE MARK IS 0.40 METERS  W FROM A WITNESS POST.
 BJ3800'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1072 ***********************************************************************
 AT1072  DESIGNATION -  RED PASS OIL DERRICK
 AT1072  PID         -  AT1072
 AT1072  STATE/COUNTY-  LA/PLAQUEMINES
 AT1072  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1072
 AT1072                         *CURRENT SURVEY CONTROL
 AT1072  ___________________________________________________________________
 AT1072* NAD 83(1992)-  29 14 01.68137(N)    089 23 38.66573(W)     ADJUSTED  
 AT1072* NAVD 88     -                                                        
 AT1072  **This station is located in a subsidence area (see below).
 AT1072  ___________________________________________________________________
 AT1072  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AT1072  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AT1072
 AT1072  HORZ ORDER  -  THIRD
 AT1072
 AT1072.The horizontal coordinates were established by classical geodetic methods
 AT1072.and adjusted by the National Geodetic Survey in January 1993..
 AT1072
 AT1072 ** The orthometric height has not been validated since last determined
 AT1072 ** by differential leveling and should not be used for control purposes.
 AT1072 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1072 ** area with valid NAVD 88 orthometric heights.
 AT1072 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1072 ** epoch indicated which incorporates improved geoid heights for the
 AT1072 ** Southern Louisiana Subsidence area.
 AT1072 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1072
 AT1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1072
 AT1072.The geoid height was determined by GEOID03.
 AT1072
 AT1072;                    North         East     Units Scale Factor Converg.
 AT1072;SPC LA S     -    82,935.335 1,188,526.309   MT  1.00001467   +0 58 10.8
 AT1072;SPC LA S     -   272,097.01  3,899,356.73   sFT  1.00001467   +0 58 10.8
 AT1072;UTM  16      - 3,236,264.235   267,308.374   MT  1.00026818   -1 10 11.0
 AT1072
 AT1072                          SUPERSEDED SURVEY CONTROL
 AT1072
 AT1072  NAD 83(1986)-  29 14 01.68737(N)    089 23 38.67595(W) AD(       ) 4
 AT1072  NAD 27      -  29 14 00.88959(N)    089 23 38.46882(W) AD(       ) 3
 AT1072
 AT1072.Superseded values are not recommended for survey control.
 AT1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1072.See file dsdata.txt to determine how the superseded data were derived.
 AT1072
 AT1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6730836264(NAD 83)
 AT1072_MARKER: 67 = OIL DERRICK
 AT1072
 AT1072  HISTORY     - Date     Condition        Report By
 AT1072  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT1072
 AT1072                          STATION DESCRIPTION
 AT1072
 AT1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1072'STATION IS A TEXAS COMPANY OIL DERRICK WHICH WAS DRILLING IN JULY
 AT1072'AND AUGUST OF 1936.  STATION IS ABOUT 1/4 MILE W OF RED PASS BAYOU.
 AT1072'STATION MAY BE REACHED BY BOAT FROM THE MISSISSIPPI RIVER AT THE
 AT1072'JUMP BY PROCEEDING ABOUT 1 MILE DOWN GRAND PASS TO TIGER PASS AND
 AT1072'DOWN TIGER PASS 1.4 MILES TO TEXAS COMPANY CANAL, THEN W BY B
 AT1072'ABOUT 1.8 MILES TO DERRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0009 ***********************************************************************
 BJ0009  DESIGNATION -  RED RIVER RM 2
 BJ0009  PID         -  BJ0009
 BJ0009  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0009  USGS QUAD   -  INNIS (1994)
 BJ0009
 BJ0009                         *CURRENT SURVEY CONTROL
 BJ0009  ___________________________________________________________________
 BJ0009* NAD 83(1986)-  30 57 28.     (N)    091 39 54.     (W)     SCALED    
 BJ0009* NAVD 88     -        12.826  (meters)      42.08   (feet)  ADJUSTED  
 BJ0009  ___________________________________________________________________
 BJ0009  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0009  DYNAMIC HT  -          12.810 (meters)      42.03  (feet)  COMP
 BJ0009  MODELED GRAV-     979,384.6   (mgal)                       NAVD 88
 BJ0009
 BJ0009  VERT ORDER  -  FIRST     CLASS I
 BJ0009
 BJ0009.The horizontal coordinates were scaled from a topographic map and have
 BJ0009.an estimated accuracy of +/- 6 seconds.
 BJ0009
 BJ0009.The orthometric height was determined by differential leveling
 BJ0009.and adjusted by the National Geodetic Survey in February 1994..
 BJ0009
 BJ0009.The geoid height was determined by GEOID03.
 BJ0009
 BJ0009.The dynamic height is computed by dividing the NAVD 88
 BJ0009.geopotential number by the normal gravity value computed on the
 BJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0009.degrees latitude (g = 980.6199 gals.).
 BJ0009
 BJ0009.The modeled gravity was interpolated from observed gravity values.
 BJ0009
 BJ0009;                    North         East    Units  Estimated Accuracy
 BJ0009;SPC LA S     -   272,490.      968,310.      MT  (+/- 180 meters Scaled)
 BJ0009
 BJ0009                          SUPERSEDED SURVEY CONTROL
 BJ0009
 BJ0009  NAVD 88 (06/15/91)   12.854  (m)           42.17   (f) UNKNOWN     1 1
 BJ0009  NGVD 29 (??/??/??)   12.810  (m)           42.03   (f) ADJUSTED    1 1
 BJ0009
 BJ0009.Superseded values are not recommended for survey control.
 BJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0009.See file dsdata.txt to determine how the superseded data were derived.
 BJ0009
 BJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ275256(NAD 83)
 BJ0009_MARKER: DR = REFERENCE MARK DISK
 BJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0009_SP_SET: CONCRETE POST
 BJ0009_STAMPING: RED RIVER RM 2 1919 1929
 BJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0009+STABILITY: SURFACE MOTION
 BJ0009
 BJ0009  HISTORY     - Date     Condition        Report By
 BJ0009  HISTORY     - 1929     MONUMENTED       CGS
 BJ0009  HISTORY     - 1976     GOOD             NGS
 BJ0009
 BJ0009                          STATION DESCRIPTION
 BJ0009
 BJ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0009'3.3 MI SOUTH FROM TORRAS.
 BJ0009'2.9 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF STATE
 BJ0009'HIGHWAY 15 AT TORRAS, THENCE 0.3 MI EAST ALONG A PRIVATE ROAD, THENCE
 BJ0009'0.1 MILE NORTH ALONG A PRIVATE TRACK ROAD, ABOUT 184 YARDS NORTH OF
 BJ0009'THE JUNCTION OF A TRACK ROAD LEADING OVER THE OLD LEVEE, 20 FT WEST OF
 BJ0009'THE CENTER OF THE ROAD, 20 FT EAST OF AN 18 INCH LOCUST TREE, 10 FT
 BJ0009'SOUTH OF A 18 INCH TREE WITH AN TRIANGULAR BLAZE AND BEARING A WITNESS
 BJ0009'PLAQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2598 ***********************************************************************
 BX2598  DESIGNATION -  REDMOND
 BX2598  PID         -  BX2598
 BX2598  STATE/COUNTY-  LA/AVOYELLES
 BX2598  USGS QUAD   -  EFFIE (1983)
 BX2598
 BX2598                         *CURRENT SURVEY CONTROL
 BX2598  ___________________________________________________________________
 BX2598* NAD 83(1992)-  31 10 33.10348(N)    092 12 47.51778(W)     ADJUSTED  
 BX2598* NAVD 88     -        29.8    (meters)      98.     (feet)  VERTCON   
 BX2598  ___________________________________________________________________
 BX2598  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BX2598  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BX2598
 BX2598  HORZ ORDER  -  FIRST
 BX2598
 BX2598.The horizontal coordinates were established by classical geodetic methods
 BX2598.and adjusted by the National Geodetic Survey in January 1993..
 BX2598
 BX2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2598
 BX2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2598
 BX2598.The geoid height was determined by GEOID03.
 BX2598
 BX2598;                    North         East     Units Scale Factor Converg.
 BX2598;SPC LA N     -    74,973.998 1,027,340.197   MT  0.99999793   +0 09 05.9
 BX2598;SPC LA N     -   245,977.19  3,370,531.96   sFT  0.99999793   +0 09 05.9
 BX2598;UTM  15      - 3,449,358.636   574,975.658   MT  0.99966934   +0 24 26.3
 BX2598
 BX2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2598!SPC LA N     -   0.99999954  x   0.99999793  =   0.99999747
 BX2598!UTM  15      -   0.99999954  x   0.99966934  =   0.99966888
 BX2598
 BX2598|---------------------------------------------------------------------|
 BX2598| PID    Reference Object                     Distance      Geod. Az  |
 BX2598|                                                           dddmmss.s |
 BX2598| CY4573 REDMOND RM 1                         35.707 METERS 07925     |
 BX2598| CY4572 REDMOND AZ MK                                      0871117.2 |
 BX2598| BX2574 MARKSVILLE CABLE TV MAST            APPROX.14.7 KM 1073250.2 |
 BX2598| BX2597 RUBY UNITED GAS MICRO KGU 47        APPROX. 2.0 KM 1424742.2 |
 BX2598| CY4574 REDMOND RM 2                         26.465 METERS 17950     |
 BX2598| BX2602 RUBY LOT                            APPROX. 9.8 KM 3255751.1 |
 BX2598|---------------------------------------------------------------------|
 BX2598
 BX2598                          SUPERSEDED SURVEY CONTROL
 BX2598
 BX2598  NAD 83(1986)-  31 10 33.12285(N)    092 12 47.51275(W) AD(       ) 1
 BX2598  NAD 27      -  31 10 32.45195(N)    092 12 47.04789(W) AD(       ) 1
 BX2598  NGVD 29 (07/19/86)   29.8    (m)           98.     (f) VERT ANG       
 BX2598
 BX2598.Superseded values are not recommended for survey control.
 BX2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2598.See file dsdata.txt to determine how the superseded data were derived.
 BX2598
 BX2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7497649359(NAD 83)
 BX2598_MARKER: DS = TRIANGULATION STATION DISK
 BX2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2598_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2598
 BX2598  HISTORY     - Date     Condition        Report By
 BX2598  HISTORY     - 1969     MONUMENTED       CGS
 BX2598
 BX2598                          STATION DESCRIPTION
 BX2598
 BX2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2598'(NO MEASUREMENT WAS MADE BETWEEN THE RMS DUE TO TREES ON LINE)
 BX2598'
 BX2598'THE STATION IS LOCATED ABOUT 13 MILES EAST AND 10 MILES SOUTH
 BX2598'OF PINEVILLE, 9 MILES WEST AND 3-1/2 MILES NORTH OF MARKSVILLE,
 BX2598'1-1/4 MILES EAST OF THE RAPIDES-AVOYEKKES PARISH LINE, IN THE
 BX2598'EXTREME NORTH PART OF SECTION 1, T2N, R2E, ON PROPERTY OF
 BX2598'MR. WALLACE P. DENUX.
 BX2598'
 BX2598'TO REACH THE STATION FROM THE U.S. POST OFFICE IN KOLIN (THIS
 BX2598'IS ABOUT 9 MILES SOUTHEAST OF PINEVILLE ON STATE HIGHWAY 107),
 BX2598'GO SOUTHEAST ON STATE HIGHWAY 107 FOR 2.5 MILES TO A FORK,
 BX2598'JUNCTION OF STATE HIGHWAYS 107 AND 454.  TURN RIGHT AND GO
 BX2598'SOUTHERLY ON STATE HIGHWAY 454 FOR 4.45 MILES TO THE U.S. POST
 BX2598'OFFICE IN RUBY, CONTINUE SOUTHEASTERLY FOR 2.0 MILES TO A CATTLE
 BX2598'GUARD, CONTINUE AHEAD NOW EASTERLY 0.55 MILE TO A CROSSROAD.
 BX2598'TURN LEFT AND GO NORTH AND NORTHEAST ON GRAVEL ROAD FOR 1.4 MILE
 BX2598'TO THE STATION ON THE LEFT JUST BEFORE A DRIVE LEADING LEFT
 BX2598'TO WHITE BOARD GATE TO SMALL GREEN FRAME HOUSE.  TO REACH
 BX2598'THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.2 MILE TO
 BX2598'THE AZIMUTH MARK ON THE LEFT, NORTH, SIDE OF THE ROAD.
 BX2598'
 BX2598'STATION MARK IS A STANDARD DISK STAMPED, REDMOND 1969, SET IN
 BX2598'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 BX2598'INCHES.  IT IS 83 FEET WEST OF THE WEST GATE POST OF DRIVE
 BX2598'LEADING TO GREEN FRAME HOUSE, 73 FEET NORTH OF THE APPROXIMATE
 BX2598'CENTER OF A DIRT ROAD, 18 FEET SOUTH OF A FENCE LINE AND 2.6 FEET
 BX2598'EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2598'
 BX2598'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, REDMOND NO 1 1969,
 BX2598'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2598'4 INCHES.  IT IS 38 FEET NORTH OF THE APPROXIMATE CENTER OF A
 BX2598'DIRT ROAD, 34.5 FEET EAST OF THE EAST GATE POST OF DRIVE LEADING
 BX2598'TO GREEN FRAME HOUSE AND 1.0 FOOT SOUTH OF FENCE LINE.
 BX2598'
 BX2598'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, REDMOND NO 2 1969,
 BX2598'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 BX2598'FLUSH.  IT IS 39 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 BX2598'DIRT ROAD, 10.8 FEET SOUTH WEST OF AN 18 INCH PINE TREE, AND 1
 BX2598'FOOT WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2598'
 BX2598'AZIMUTH MARK IS A STANDARD DISK STAMPED, REDMOND 1969, SET IN
 BX2598'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT
 BX2598'IS 54 FEET EAST OF FENCE CORNER POST, 17 FEET NORTH OF THE
 BX2598'APPROXIMATE CENTER OF DIRT ROAD, 7.5 FEET WEST OF A 14 INCH PINE
 BX2598'TREE, 1.5 FOOT NORTH OF A FENCE LINE AND 1.5 FOOT NORTH OF A
 BX2598'METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2598'
 BX2598'HEIGHT OF LIGHT ABOVE STATION MARK 34.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1091 ***********************************************************************
 AT1091  DESIGNATION -  REDNAVIGATION LT SE OF BURAS
 AT1091  PID         -  AT1091
 AT1091  STATE/COUNTY-  LA/PLAQUEMINES
 AT1091  USGS QUAD   -  TRIUMPH (1993)
 AT1091
 AT1091                         *CURRENT SURVEY CONTROL
 AT1091  ___________________________________________________________________
 AT1091* NAD 83(1992)-  29 20 47.19320(N)    089 28 56.57587(W)     ADJUSTED  
 AT1091* NAVD 88     -                                                        
 AT1091  **This station is located in a subsidence area (see below).
 AT1091  ___________________________________________________________________
 AT1091  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AT1091  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AT1091
 AT1091  HORZ ORDER  -  THIRD
 AT1091
 AT1091.The horizontal coordinates were established by classical geodetic methods
 AT1091.and adjusted by the National Geodetic Survey in January 1993..
 AT1091
 AT1091 ** The orthometric height has not been validated since last determined
 AT1091 ** by differential leveling and should not be used for control purposes.
 AT1091 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1091 ** area with valid NAVD 88 orthometric heights.
 AT1091 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1091 ** epoch indicated which incorporates improved geoid heights for the
 AT1091 ** Southern Louisiana Subsidence area.
 AT1091 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1091
 AT1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1091
 AT1091.The geoid height was determined by GEOID03.
 AT1091
 AT1091;                    North         East     Units Scale Factor Converg.
 AT1091;SPC LA S     -    95,277.076 1,179,740.454   MT  0.99999049   +0 55 31.8
 AT1091;SPC LA S     -   312,588.21  3,870,531.81   sFT  0.99999049   +0 55 31.8
 AT1091;UTM  16      - 3,248,929.263   258,987.313   MT  1.00031681   -1 13 01.8
 AT1091
 AT1091                          SUPERSEDED SURVEY CONTROL
 AT1091
 AT1091  NAD 83(1986)-  29 20 47.20035(N)    089 28 56.58434(W) AD(       ) 4
 AT1091  NAD 27      -  29 20 46.39300(N)    089 28 56.36100(W) AD(       ) 3
 AT1091
 AT1091.Superseded values are not recommended for survey control.
 AT1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1091.See file dsdata.txt to determine how the superseded data were derived.
 AT1091
 AT1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5898748929(NAD 83)
 AT1091_MARKER: 14 = NAVIGATION LIGHT
 AT1091
 AT1091  HISTORY     - Date     Condition        Report By
 AT1091  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1091
 AT1091                          STATION DESCRIPTION
 AT1091
 AT1091'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2845 ***********************************************************************
 CQ2845  DESIGNATION -  REDWINE
 CQ2845  PID         -  CQ2845
 CQ2845  STATE/COUNTY-  LA/JACKSON
 CQ2845  USGS QUAD   -  CLAY (1994)
 CQ2845
 CQ2845                         *CURRENT SURVEY CONTROL
 CQ2845  ___________________________________________________________________
 CQ2845* NAD 83(1992)-  32 24 39.94568(N)    092 43 40.87836(W)     ADJUSTED  
 CQ2845* NAVD 88     -        95.3    (meters)     313.     (feet)  VERTCON   
 CQ2845  ___________________________________________________________________
 CQ2845  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CQ2845  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ2845
 CQ2845  HORZ ORDER  -  FIRST
 CQ2845
 CQ2845.The horizontal coordinates were established by classical geodetic methods
 CQ2845.and adjusted by the National Geodetic Survey in January 1993..
 CQ2845
 CQ2845.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2845
 CQ2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2845
 CQ2845.The geoid height was determined by GEOID03.
 CQ2845
 CQ2845;                    North         East     Units Scale Factor Converg.
 CQ2845;SPC LA N     -   211,918.382   978,551.249   MT  0.99995170   -0 07 14.0
 CQ2845;SPC LA N     -   695,268.89  3,210,463.56   sFT  0.99995170   -0 07 14.0
 CQ2845;UTM  15      - 3,586,036.602   525,574.555   MT  0.99960807   +0 08 44.8
 CQ2845
 CQ2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2845!SPC LA N     -   0.99998906  x   0.99995170  =   0.99994076
 CQ2845!UTM  15      -   0.99998906  x   0.99960807  =   0.99959713
 CQ2845
 CQ2845:                Primary Azimuth Mark                     Grid Az
 CQ2845:SPC LA N     -  REDWINE AZ MK                            028 49 26.1
 CQ2845:UTM  15      -  REDWINE AZ MK                            028 33 27.3
 CQ2845
 CQ2845|---------------------------------------------------------------------|
 CQ2845| PID    Reference Object                     Distance      Geod. Az  |
 CQ2845|                                                           dddmmss.s |
 CQ2845| CY4575 REDWINE AZ MK                                      0284212.1 |
 CQ2845| CY4576 REDWINE RM 1                         25.808 METERS 06431     |
 CQ2845| CQ2840 RUSTON UNITED MICRO KGU 45          APPROX. 6.8 KM 0793419.6 |
 CQ2845| CQ2832 PUNKIN CENTER MUN TANK              APPROX.10.3 KM 1662438.6 |
 CQ2845| CY4577 REDWINE RM 2                         25.572 METERS 23806     |
 CQ2845| CQ2931 SIMSBORO                            APPROX.13.1 KM 3390743.3 |
 CQ2845|---------------------------------------------------------------------|
 CQ2845
 CQ2845                          SUPERSEDED SURVEY CONTROL
 CQ2845
 CQ2845  NAD 83(1986)-  32 24 39.95892(N)    092 43 40.86923(W) AD(       ) 1
 CQ2845  NAD 27      -  32 24 39.40960(N)    092 43 40.32175(W) AD(       ) 1
 CQ2845  NGVD 29 (07/19/86)   95.4    (m)          313.     (f) VERT ANG       
 CQ2845
 CQ2845.Superseded values are not recommended for survey control.
 CQ2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2845.See file dsdata.txt to determine how the superseded data were derived.
 CQ2845
 CQ2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2557586037(NAD 83)
 CQ2845_MARKER: DS = TRIANGULATION STATION DISK
 CQ2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2845
 CQ2845  HISTORY     - Date     Condition        Report By
 CQ2845  HISTORY     - 1971     MONUMENTED       NGS
 CQ2845
 CQ2845                          STATION DESCRIPTION
 CQ2845
 CQ2845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2845'RMS MEASURED WITH A 30 METER TAPE 5 KGS. TENSION.
 CQ2845'
 CQ2845'RM 1 TO RM 2 MEASURED WITH A 300 FOOT TAPE 10 KGS. TENSION.
 CQ2845'
 CQ2845'THE STATION IS ABOUT 10 MILES SOUTHWEST OF RUSTON, 10 MILES
 CQ2845'SOUTHEAST OF SIMSBORO, 4.5 MILES NORTH OF QUITMAN, IN SECTION
 CQ2845'36, T 17 N, R 4 W, AND ON LAND OWNED BY THE DAVIS LUMBER
 CQ2845'COMPANY, ANSLEY, LOUISIANA.
 CQ2845'
 CQ2845'TO REACH THE STATION FROM THE POST OFFICE IN CLAY, GO SOUTH ON
 CQ2845'U.S. HIGHWAY 167 FOR 1.85 MILES TO A DIRT CROSSROAD.  TURN
 CQ2845'RIGHT AND GO WEST ON THE DIRT ROAD FOR 0.75 MILE TO A
 CQ2845'CROSSROAD.  CONTINUE
 CQ2845'WEST ON THE DIRT ROAD FOR 1.5 MILES TO A CROSSROAD AND A SIGN
 CQ2845'ON THE LEFT, JACKSON-BIENVILLE WILDLIFE MANAGEMENT AREA, TURN
 CQ2845'LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.55 MILE TO THE AZIMUTH
 CQ2845'MARK ON THE LEFT.  CONTINUE SOUTH ON THE DIRT ROAD FOR 0.1
 CQ2845'MILE TO THE STATION ON THE RIGHT.
 CQ2845'
 CQ2845'STATION MARKS ARE STANDARD DISKS STAMPED REDWINE 1971.  THE
 CQ2845'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2845'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 CQ2845'41 FEET WEST OF THE DIRT ROAD, 24 FEET NORTH OF A 4-INCH PINE
 CQ2845'TREE, 20 FEET SOUTHEAST OF A 4-INCH PINE TREE AND 5 FEET SOUTH
 CQ2845'OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE
 CQ2845'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CQ2845'GROUND SURFACE.
 CQ2845'
 CQ2845'REFERENCE MARK 1, A STANDARD DISK STAMPED REDWINE NO 1 1971, IS
 CQ2845'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2845'THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 22
 CQ2845'FEET EAST OF THE DIRT ROAD, 8 FEET SOUTHWEST OF A 4-INCH PINE
 CQ2845'TREE AND 3 FEET NORTH OF A METAL WITNESS POST.
 CQ2845'
 CQ2845'REFERENCE MARK 2, A STANDARD DISK STAMPED REDWINE NO 2 1971, IS
 CQ2845'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2845'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 90 FEET WEST
 CQ2845'OF THE DIRT ROAD, 26 FEET SOUTH OF A 6-INCH PINE TREE, 8 FEET
 CQ2845'EAST OF A 6-INCH PINE TREE AND 2.2 FEET SOUTH OF A METAL WITNESS
 CQ2845'POST.
 CQ2845'
 CQ2845'THE AZIMUTH MARK, A STANDARD DISK STAMPED REDWINE 1971, IS SET
 CQ2845'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2845'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET
 CQ2845'NORTH OF AN 8-INCH PINE TREE, 20 FEET EAST-SOUTHEAST OF THE DIRT
 CQ2845'ROAD, 15 FEET WEST-SOUTHWEST OF A 6-INCH PINE TREE AND 5 FEET
 CQ2845'SOUTHEAST OF A METAL WITNESS POST.
 CQ2845'
 CQ2845'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2995 ***********************************************************************
 BK2995  DESIGNATION -  REED
 BK2995  PID         -  BK2995
 BK2995  STATE/COUNTY-  LA/ALLEN
 BK2995  USGS QUAD   -  OBERLIN (1994)
 BK2995
 BK2995                         *CURRENT SURVEY CONTROL
 BK2995  ___________________________________________________________________
 BK2995* NAD 83(1992)-  30 37 22.93708(N)    092 47 02.17630(W)     ADJUSTED  
 BK2995* NAVD 88     -        23.3    (meters)      76.     (feet)  VERTCON   
 BK2995  ___________________________________________________________________
 BK2995  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BK2995  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK2995
 BK2995  HORZ ORDER  -  FIRST
 BK2995
 BK2995.The horizontal coordinates were established by classical geodetic methods
 BK2995.and adjusted by the National Geodetic Survey in January 1993..
 BK2995
 BK2995.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2995
 BK2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2995
 BK2995.The geoid height was determined by GEOID03.
 BK2995
 BK2995;                    North         East     Units Scale Factor Converg.
 BK2995;SPC LA S     -   236,211.516   860,924.980   MT  0.99998454   -0 43 31.2
 BK2995;SPC LA S     -   774,970.62  2,824,551.37   sFT  0.99998454   -0 43 31.2
 BK2995;UTM  15      - 3,387,846.191   520,707.317   MT  0.99960529   +0 06 36.2
 BK2995
 BK2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2995!SPC LA S     -   1.00000061  x   0.99998454  =   0.99998515
 BK2995!UTM  15      -   1.00000061  x   0.99960529  =   0.99960590
 BK2995
 BK2995|---------------------------------------------------------------------|
 BK2995| PID    Reference Object                     Distance      Geod. Az  |
 BK2995|                                                           dddmmss.s |
 BK2995| CW2259 REED RM 1                            30.367 METERS 01219     |
 BK2995| BK2997 OBERLIN MUNICIPAL TANK              APPROX. 2.0 KM 0990540.2 |
 BK2995| CW2261 REED RM 3                                          1013444.6 |
 BK2995| BK2994 OBERLIN LOOKOUT TOWER               APPROX. 2.3 KM 1550841.5 |
 BK2995| CW2260 REED RM 2                            33.991 METERS 28303     |
 BK2995|---------------------------------------------------------------------|
 BK2995
 BK2995                          SUPERSEDED SURVEY CONTROL
 BK2995
 BK2995  NAD 83(1986)-  30 37 22.95699(N)    092 47 02.16949(W) AD(       ) 1
 BK2995  NAD 27      -  30 37 22.24479(N)    092 47 01.64149(W) AD(       ) 1
 BK2995  NGVD 29 (07/19/86)   23.3    (m)           76.     (f) VERT ANG       
 BK2995
 BK2995.Superseded values are not recommended for survey control.
 BK2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2995.See file dsdata.txt to determine how the superseded data were derived.
 BK2995
 BK2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2070787846(NAD 83)
 BK2995_MARKER: DS = TRIANGULATION STATION DISK
 BK2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2995
 BK2995  HISTORY     - Date     Condition        Report By
 BK2995  HISTORY     - 1974     MONUMENTED       NGS
 BK2995
 BK2995                          STATION DESCRIPTION
 BK2995
 BK2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2995'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF KINDER, 8
 BK2995'MILES SOUTHEAST OF MITTIE 1.5 MILES WEST-NORTHWEST OF OBERLIN AND ON
 BK2995'THE PROPERTY OWNED BY MR. RAYMOND REED OF ROUTE 1 BOX 154 IN
 BK2995'OBERLIN.  HIS PHONE NUMBER IS 639-4424.
 BK2995'
 BK2995'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 AND U. S.
 BK2995'HIGHWAY 165 IN OBERLIN, GO WEST AND NORTHERLY ON STATE HIGHWAY 26
 BK2995'FOR 1.05 MILES TO THE REFERENCE MARK 3 ON THE LEFT AS DESCRIBED.
 BK2995'CONTINUE NORTHWESTERLY ON STATE HIGHWAY 26 FOR 0.25 MILE TO THE
 BK2995'STATION ON THE RIGHT AS DESCRIBED.
 BK2995'
 BK2995'STATION MARKS ARE STANDARD DISKS STAMPED REED 1974.  THE UNDERGROUND
 BK2995'MARK IS SET IN AS IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 BK2995'THE GROUND.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 BK2995'POST 1 INCH BELOW THE GROUND.  IT IS 139 FEET SOUTHEAST OF THE
 BK2995'SOUTHEAST CORNER OF REEDS GROCERY STORE, 85 FEET NORTHEAST OF THE
 BK2995'CENTER OF STATE HIGHWAY 26, 62 FEET SOUTH OF A 30-INCH PINE TREE
 BK2995'AND 47 FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY.
 BK2995'
 BK2995'REFERENCE MARK 1, STAMPED REED NO 1 1974, IS A STANDARD DISK SET IN
 BK2995'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 41
 BK2995'FEET NORTHEAST OF A 36-INCH PINE TREE, 30 FEET WEST OF THE CENTER
 BK2995'OF A GRAVEL DRIVEWAY AND 8 FEET SOUTHWEST OF A 30-INCH PINE TREE.
 BK2995'
 BK2995'REFERENCE MARK 2, STAMPED REED NO 2 1974, IS STANDARD DISK SET IN
 BK2995'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 49
 BK2995'FEET SOUTH OF THE SOUTHEAST CORNER OF THE STORE, 48 FEET NORTHEAST
 BK2995'OF THE CENTER OF STATE HIGHWAY 26, 42 FEET WEST OF A 30-INCH PINE
 BK2995'TREE AND 2.5 FEET EAST OF A METAL WITNESS POST.
 BK2995'
 BK2995'REFERENCE MARK 3, STAMPED REED NO 3 1974, IS A STANDARD DISK SET IN
 BK2995'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 39
 BK2995'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 26, 2.5 FEET SOUTHWEST
 BK2995'OF A METAL WITNESS POST AND 1 FOOT NORTH OF THE NORTH EDGE OF A
 BK2995'FIELD.
 BK2995'
 BK2995'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3243 ***********************************************************************
 CQ3243  DESIGNATION -  REED
 CQ3243  PID         -  CQ3243
 CQ3243  STATE/COUNTY-  LA/BOSSIER
 CQ3243  USGS QUAD   -  EASTWOOD (1975)
 CQ3243
 CQ3243                         *CURRENT SURVEY CONTROL
 CQ3243  ___________________________________________________________________
 CQ3243* NAD 83(1992)-  32 33 19.21424(N)    093 31 49.09404(W)     ADJUSTED  
 CQ3243* NAVD 88     -       128.51   (+/-2cm)     421.6    (feet)  VERTCON   
 CQ3243  ___________________________________________________________________
 CQ3243  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CQ3243  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3243
 CQ3243  HORZ ORDER  -  FIRST
 CQ3243  VERT ORDER  -  THIRD ? (See Below)
 CQ3243
 CQ3243.The horizontal coordinates were established by classical geodetic methods
 CQ3243.and adjusted by the National Geodetic Survey in January 1993..
 CQ3243
 CQ3243.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3243.The vertical order pertains to the NGVD 29 superseded value.
 CQ3243
 CQ3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3243
 CQ3243.The geoid height was determined by GEOID03.
 CQ3243
 CQ3243;                    North         East     Units Scale Factor Converg.
 CQ3243;SPC LA N     -   228,350.883   903,238.445   MT  0.99997651   -0 32 41.0
 CQ3243;SPC LA N     -   749,181.19  2,963,374.80   sFT  0.99997651   -0 32 41.0
 CQ3243;UTM  15      - 3,602,117.330   450,213.919   MT  0.99963056   -0 17 07.3
 CQ3243
 CQ3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3243!SPC LA N     -   0.99998392  x   0.99997651  =   0.99996043
 CQ3243!UTM  15      -   0.99998392  x   0.99963056  =   0.99961448
 CQ3243
 CQ3243|---------------------------------------------------------------------|
 CQ3243| PID    Reference Object                     Distance      Geod. Az  |
 CQ3243|                                                           dddmmss.s |
 CQ3243| CX6159 REED RM 1                                          04506     |
 CQ3243| CX6160 REED RM 2                            77.620 METERS 19110     |
 CQ3243|---------------------------------------------------------------------|
 CQ3243
 CQ3243                          SUPERSEDED SURVEY CONTROL
 CQ3243
 CQ3243  NAD 83(1986)-  32 33 19.22689(N)    093 31 49.08504(W) AD(       ) 1
 CQ3243  NAD 27      -  32 33 18.68700(N)    093 31 48.45900(W) AD(       ) 1
 CQ3243  NGVD 29 (07/19/86)  128.58   (m)          421.8    (f) LEVELING    3  
 CQ3243
 CQ3243.Superseded values are not recommended for survey control.
 CQ3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3243.See file dsdata.txt to determine how the superseded data were derived.
 CQ3243
 CQ3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5021402117(NAD 83)
 CQ3243_MARKER: DS = TRIANGULATION STATION DISK
 CQ3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3243
 CQ3243  HISTORY     - Date     Condition        Report By
 CQ3243  HISTORY     - 1931     MONUMENTED       CGS
 CQ3243  HISTORY     - 1935     GOOD             LAGS
 CQ3243  HISTORY     - 1954     GOOD             USGS
 CQ3243  HISTORY     - 1965     MARK NOT FOUND   CGS
 CQ3243  HISTORY     - 1965     MARK NOT FOUND   CGS
 CQ3243  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ3243  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ3243
 CQ3243                          STATION DESCRIPTION
 CQ3243
 CQ3243'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ3243'STATION IS ABOUT 14 MILES E OF SHREVEPORT AND 3/4 MILE SW
 CQ3243'OF FILLMORE, ON THE S END OF A VERY HIGH PROMINENT HILL, ON
 CQ3243'LAND OWNED BY E.S. REED, 1/2 MILE S OF A CHURCH ON THE S SIDE
 CQ3243'OF ROUTE 80, AT THE S END OF A CULTIVATED FIELD ABOUT 200 METERS
 CQ3243'(656 FEET) SW OF A FARM HOUSE, 16.1 METERS (53 FEET) E OF PEACH
 CQ3243'TREE ON W BROW OF THE HILL, AND 14.0 METERS (46 FEET) W OF
 CQ3243'PEACH TREE WHICH IS 7 METERS (23 FEET) W OF E BROW OF HILL.
 CQ3243'
 CQ3243'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3243'DISKS SET IN CONCRETE.
 CQ3243'
 CQ3243'REFERENCE MARK NO. 1 IS IN AN E-AND-W FENCE LINE, ABOUT 30
 CQ3243'METERS (98 FEET) SE OF HOUSE, AND 1/8 MILE FROM THE STATION
 CQ3243'N 45 DEG 06 MIN E.
 CQ3243'
 CQ3243'REFERENCE MARK NO. 2 IS AT THE CORNER OF FIELD, AT THE E END
 CQ3243'OF BRUSH, AND 27.62 METERS (90.6 FEET) FROM THE STATION
 CQ3243'S 11 DEG 10 MIN W.
 CQ3243
 CQ3243                          STATION RECOVERY (1935)
 CQ3243
 CQ3243'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3243'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CQ3243'CONCRETE, AND UPON BEING RECOVERED WERE FOUND TO BE IN GOOD
 CQ3243'CONDITION.  THIS STATION IS LOCATED AT GIDDENS CASTLE, ABOUT
 CQ3243'14 MILES ON U.S. HIGHWAY 80 FROM SHREVEPORT, 3/4 MILE SW
 CQ3243'OF FILLMORE FILLING STATION AND 0.5 MILE S OF A CHURCH ALONG
 CQ3243'S SIDE OF U.S. HIGHWAY 80 ON THE S END OF A VERY HIGH PROMINENT
 CQ3243'HILL, AND ON LAND OWNED BY MR. GIDDENS, OWNER OF GIDDENS
 CQ3243'CASTLE, POST OFFICE ADDRESS, GIDDENS-LANE BUILDING, SHREVEPORT,
 CQ3243'LOUISIANA.  GIDDENS CASTLE IS BUILT ON LINE BETWEEN STATION AND
 CQ3243'REFERENCE MARK NO. 2.  STATION IS 16 FEET N AND 23 FEET W OF
 CQ3243'CASTLE.
 CQ3243'
 CQ3243'REFERENCE MARK NO. 1 IS 633 FEET NE OF THE STATION, AND IN AN
 CQ3243'E-AND-W FENCE LINE AND ABOUT 3 FEET FROM A GATE.
 CQ3243'
 CQ3243'REFERENCE MARK NO. 2 IS 90 FEET S OF THE STATION, AND 44 FEET
 CQ3243'S AND 28 FEET W OF THE CASTLE.
 CQ3243
 CQ3243                          STATION RECOVERY (1954)
 CQ3243
 CQ3243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CQ3243'REVISED DESCRIPTION--NOW TRAILER PARK.  DELETE 6.1 METERS
 CQ3243'(53 FT) E OF PEACH TREE, AND 14.0 METERS (46 FT) W OF PEACH
 CQ3243'TREE WHICH IS 7 METERS (23 FEET) W OF E BROW OF HILL.
 CQ3243'
 CQ3243'R.M. 2 NOT FOUND.  PROBABLY DESTROYED BY CONSTRUCTION OF RADAR
 CQ3243'TOWER.
 CQ3243'
 CQ3243'R.M. 1 NOT VISIBLE FROM GROUND.  BUILDINGS BETWEEN.
 CQ3243
 CQ3243                          STATION RECOVERY (1965)
 CQ3243
 CQ3243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 CQ3243'THE STATION WAS VISITED 5-7-65 AND THE STATION SURFACE MARK,
 CQ3243'REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT FOUND AT THIS DATE.
 CQ3243'THE PORTION OF THE HILL ON WHICH THE MARKS WERE SET HAS BEEN
 CQ3243'BULLDOZED AND LEVELED FOR THE CONSTRUCTION OF A MOTEL AND
 CQ3243'SWIMMING POOL IN CONNECTION WITH THE RACE TRACK NEAR BY.  THE
 CQ3243'UNDERGROUND MARK MAY BE INTACT, BUT COULD NOT BE LOCATED
 CQ3243'WITHOUT FURTHER SURVEY.
 CQ3243
 CQ3243                          STATION RECOVERY (1965)
 CQ3243
 CQ3243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MTK)
 CQ3243'DUE TO IMPROVEMENTS WAS NOT ABLE TO LOCATE EITHER STATION OR
 CQ3243'R.M. 2.  DID NOT LOOK FOR R.M. 1.
 CQ3243
 CQ3243                          STATION RECOVERY (2002)
 CQ3243
 CQ3243'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 CQ3243'MARK NOT FOUND.
 CQ3243
 CQ3243                          STATION RECOVERY (2003)
 CQ3243
 CQ3243'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3251 ***********************************************************************
 CQ3251  DESIGNATION -  REED 2
 CQ3251  PID         -  CQ3251
 CQ3251  STATE/COUNTY-  LA/BOSSIER
 CQ3251  USGS QUAD   -  EASTWOOD (1975)
 CQ3251
 CQ3251                         *CURRENT SURVEY CONTROL
 CQ3251  ___________________________________________________________________
 CQ3251* NAD 83(1992)-  32 33 20.15430(N)    093 31 49.28208(W)     ADJUSTED  
 CQ3251* NAVD 88     -       127.5    (meters)     418.     (feet)  VERTCON   
 CQ3251  ___________________________________________________________________
 CQ3251  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CQ3251  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3251
 CQ3251  HORZ ORDER  -  SECOND
 CQ3251
 CQ3251.The horizontal coordinates were established by classical geodetic methods
 CQ3251.and adjusted by the National Geodetic Survey in January 1993..
 CQ3251
 CQ3251.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3251
 CQ3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3251
 CQ3251.The geoid height was determined by GEOID03.
 CQ3251
 CQ3251;                    North         East     Units Scale Factor Converg.
 CQ3251;SPC LA N     -   228,379.885   903,233.815   MT  0.99997656   -0 32 41.1
 CQ3251;SPC LA N     -   749,276.34  2,963,359.61   sFT  0.99997656   -0 32 41.1
 CQ3251;UTM  15      - 3,602,146.302   450,209.159   MT  0.99963057   -0 17 07.4
 CQ3251
 CQ3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3251!SPC LA N     -   0.99998407  x   0.99997656  =   0.99996063
 CQ3251!UTM  15      -   0.99998407  x   0.99963057  =   0.99961465
 CQ3251
 CQ3251|---------------------------------------------------------------------|
 CQ3251| PID    Reference Object                     Distance      Geod. Az  |
 CQ3251|                                                           dddmmss.s |
 CQ3251| CX6162 REED 2 RM 3                          21.045 METERS 07344     |
 CQ3251| CQ3260 8H012                               APPROX. 1.5 KM 1400637.6 |
 CQ3251| CX6163 REED 2 RM 4                          38.222 METERS 17838     |
 CQ3251| CX6161 REED 2 AZ MK                                       1890859.4 |
 CQ3251|---------------------------------------------------------------------|
 CQ3251
 CQ3251                          SUPERSEDED SURVEY CONTROL
 CQ3251
 CQ3251  NAD 83(1986)-  32 33 20.16691(N)    093 31 49.27308(W) AD(       ) 2
 CQ3251  NAD 27      -  32 33 19.62415(N)    093 31 48.64545(W) AD(       ) 2
 CQ3251  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG       
 CQ3251
 CQ3251.Superseded values are not recommended for survey control.
 CQ3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3251.See file dsdata.txt to determine how the superseded data were derived.
 CQ3251
 CQ3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5020902146(NAD 83)
 CQ3251_MARKER: DS = TRIANGULATION STATION DISK
 CQ3251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3251
 CQ3251  HISTORY     - Date     Condition        Report By
 CQ3251  HISTORY     - 1969     MONUMENTED       CGS
 CQ3251  HISTORY     - 1976     GOOD             NGS
 CQ3251  HISTORY     - 1989     GOOD             USAF
 CQ3251  HISTORY     - 20020302 POOR             USPSQD
 CQ3251  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ3251
 CQ3251                          STATION DESCRIPTION
 CQ3251
 CQ3251'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3251'THE STATION IS LOCATED ABOUT 11-3/4 MILES EAST OF BOSSIER
 CQ3251'CITY, 2-1/2 MILES NORTHWEST OF HAUGHTON AND NEAR THE SITE
 CQ3251'OF THE GIDDENS HILL LOOKOUT TOWER.  IT IS ON LAND OWNED BY
 CQ3251'MR. C.V. WOODWARD.
 CQ3251'
 CQ3251'TO REACH THE STATION FROM THE POST OFFICE IN PRINCETON,
 CQ3251'GO EAST ON U.S. HIGHWAY 80 AND 79 FOR 0.3 MILE TO A GRAVELED
 CQ3251'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.35
 CQ3251'MILE TO GIDDENS HILL LOOKOUT TOWER ON THE RIGHT AND A GRAVELED
 CQ3251'ROAD LEFT.  CONTINUE AHEAD SOUTH FOR 0.05 MILE TO A GATE AND
 CQ3251'ENTRANCE TO A MOTEL AREA.  CONTINUE AHEAD SOUTH THROUGH THE
 CQ3251'MOTEL PARKING LOT FOR 0.1 MILE TO A LOCKED GATE AT THE SOUTH
 CQ3251'END.  PASS THROUGH GATE AND GO ABOUT 100 FEET TO STATION ON THE
 CQ3251'LEFT.
 CQ3251'
 CQ3251'TO REACH THE AZIMUTH MARK FROM THE LOCKED GATE, GO WEST ON
 CQ3251'PAVED ROAD FOR 0.05 MILE TO A SHARP CURVE TO THE LEFT.  CONTINUE
 CQ3251'AROUND CURVE AND GO SOUTHEAST FOR 0.1 MILE TO A FORK.  TURN
 CQ3251'RIGHT AND GO SOUTH ON RIGHT FORK FOR 0.6 MILE TO END OF
 CQ3251'PAVEMENT AND THE AZIMUTH MARK ON THE RIGHT.
 CQ3251'
 CQ3251'THE STATION IS A STANDARD DISK, STAMPED REED 2 1969, SET IN
 CQ3251'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 CQ3251'WITH THE SURFACE OF THE GROUND.  IT IS 142 FEET NORTHWEST OF
 CQ3251'A POWERLINE POLE, 111 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 CQ3251'LOCKED GATE, 72 FEET SOUTH OF A POWERLINE POLE AND 34 FEET
 CQ3251'SOUTH-SOUTHWEST OF A CHAIN-LINK FENCE.
 CQ3251'
 CQ3251'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED REED 2 NO 3 1969,
 CQ3251'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 CQ3251'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 173 FEET NORTH
 CQ3251'OF A POWERLINE POLE, 92 FEET NORTHWEST OF A POWERLINE POLE AND
 CQ3251'2 FEET SOUTHEAST OF A CHAIN-LINK FENCE.
 CQ3251'
 CQ3251'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED REED 2 NO 4 1969,
 CQ3251'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 CQ3251'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 54 FEET EAST OF A
 CQ3251'CHAIN-LINK FENCE, 16 FEET NORTH-NORTHEAST OF A POWERLINE POLE
 CQ3251'AND 7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 CQ3251'WOODEN PAVILION.
 CQ3251'
 CQ3251'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED REED 2 1969,
 CQ3251'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CQ3251'PROJECTS 6 INCHES.  IT IS 36 FEET EAST OF A 14-INCH PINE TREE,
 CQ3251'25 FEET WEST OF THE CENTER OF THE PAVED ROAD (A DRAG STRIP),
 CQ3251'3 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET EAST OF A METAL
 CQ3251'WITNESS POST WITH A SIGN ATTACHED.
 CQ3251'
 CQ3251'HEIGHT OF LIGHT ABOVE STATION MARK 22.22 METERS.
 CQ3251
 CQ3251                          STATION RECOVERY (1976)
 CQ3251
 CQ3251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 CQ3251'THE STATION WAS VISITED ON 8-4-76 AND THE STATION MARK, RM 3,
 CQ3251'RM 4 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 CQ3251'CONDITION.  THE AZIMUTH MARK COULD NOT BE OBSERVED BECAUSE
 CQ3251'OF A GROVE OF YOUNG PINES ON LINE.
 CQ3251'
 CQ3251'THE 1969 DESCRIPTION IS ADEQUATE TO FIND THE STATION.
 CQ3251'
 CQ3251'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ3251'
 CQ3251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3251'2-1/2 MILES NORTHWEST OF HAUGHTON.
 CQ3251
 CQ3251                          STATION RECOVERY (1989)
 CQ3251
 CQ3251'RECOVERY NOTE BY US AIR FORCE 1989 (WJ)
 CQ3251'RECOVERED IN GOOD CONDITION.
 CQ3251
 CQ3251                          STATION RECOVERY (2002)
 CQ3251
 CQ3251'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 CQ3251'MARK RECOVERED IN POOR CONDITION.
 CQ3251
 CQ3251                          STATION RECOVERY (2003)
 CQ3251
 CQ3251'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ3251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2501 ***********************************************************************
 AU2501  DESIGNATION -  REEF 1960
 AU2501  PID         -  AU2501
 AU2501  STATE/COUNTY-  LA/ST MARY
 AU2501  USGS QUAD   -  
 AU2501
 AU2501                         *CURRENT SURVEY CONTROL
 AU2501  ___________________________________________________________________
 AU2501* NAD 83(1992)-  29 24 44.43378(N)    091 42 12.89012(W)     ADJUSTED  
 AU2501* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2501  ___________________________________________________________________
 AU2501  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU2501  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AU2501
 AU2501  HORZ ORDER  -  SECOND
 AU2501
 AU2501.The horizontal coordinates were established by classical geodetic methods
 AU2501.and adjusted by the National Geodetic Survey in January 1993..
 AU2501
 AU2501.The orthometric height was scaled from a topographic map.
 AU2501
 AU2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2501
 AU2501.The geoid height was determined by GEOID03.
 AU2501
 AU2501;                    North         East     Units Scale Factor Converg.
 AU2501;SPC LA S     -   101,187.813   964,068.472   MT  0.99997812   -0 11 06.5
 AU2501;SPC LA S     -   331,980.35  3,162,947.98   sFT  0.99997812   -0 11 06.5
 AU2501;UTM  15      - 3,254,369.918   625,772.356   MT  0.99979519   +0 38 12.3
 AU2501
 AU2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2501!SPC LA S     -   1.00000394  x   0.99997812  =   0.99998206
 AU2501!UTM  15      -   1.00000394  x   0.99979519  =   0.99979913
 AU2501
 AU2501:                Primary Azimuth Mark                     Grid Az
 AU2501:SPC LA S     -  HUMBLE WELL NO 1 1960                    017 45 25.8
 AU2501:UTM  15      -  HUMBLE WELL NO 1 1960                    016 56 07.0
 AU2501
 AU2501|---------------------------------------------------------------------|
 AU2501| PID    Reference Object                     Distance      Geod. Az  |
 AU2501|                                                           dddmmss.s |
 AU2501| AU2503 HUMBLE WELL NO 1 1960               APPROX. 5.4 KM 0173419.3 |
 AU2501| AU2499 TEXACO WELL 26                      APPROX. 5.9 KM 0585056.1 |
 AU2501|---------------------------------------------------------------------|
 AU2501
 AU2501                          SUPERSEDED SURVEY CONTROL
 AU2501
 AU2501  NAD 83(1986)-  29 24 44.45949(N)    091 42 12.88568(W) AD(       ) 2
 AU2501  NAD 27      -  29 24 43.66280(N)    091 42 12.46720(W) AD(       ) 2
 AU2501
 AU2501.Superseded values are not recommended for survey control.
 AU2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2501.See file dsdata.txt to determine how the superseded data were derived.
 AU2501
 AU2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2577254370(NAD 83)
 AU2501_MARKER: I = METAL ROD
 AU2501_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU2501_SP_SET: OBJECT DRIVEN INTO GROUND
 AU2501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2501
 AU2501  HISTORY     - Date     Condition        Report By
 AU2501  HISTORY     - 1960     MONUMENTED       CGS
 AU2501
 AU2501                          STATION DESCRIPTION
 AU2501
 AU2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2501'LOCATED IN THE GULF OF MEXICO, ON A SHELL REEF, ABOUT 3.4 MILES
 AU2501'WEST OF TEXACO WELL NO. 11 AND 2.9 MILES SOUTHWEST OF HUMBLE
 AU2501'WELL NO. 1.  THIS REEF IS THE MOST SOUTHERLY ONE IN THE CHAIN OF
 AU2501'REEFS SEPARATING THE GULF FROM THE BAYS TO THE NORTH.
 AU2501'
 AU2501'STATION IS MARKED BY A 5/8 INCH COPPER COATED, STEEL ROD
 AU2501'DRIVEN INTO THE SHELL REEF.  THE STATION WILL PROBABLY BE LOST
 AU2501'AS SOON AS THE 12 FOOT STAND IS WRECKED BY ROUGH WATER.
 AU2501'
 AU2501'HEIGHT OF LIGHT ABOVE STATION MARK 7.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1135 ***********************************************************************
 CQ1135  DESIGNATION -  REEVES
 CQ1135  PID         -  CQ1135
 CQ1135  STATE/COUNTY-  LA/UNION
 CQ1135  USGS QUAD   -  SHILOH (1985)
 CQ1135
 CQ1135                         *CURRENT SURVEY CONTROL
 CQ1135  ___________________________________________________________________
 CQ1135* NAD 83(1992)-  32 47 19.25094(N)    092 33 42.97544(W)     ADJUSTED  
 CQ1135* NAVD 88     -        77.928  (meters)     255.67   (feet)  ADJUSTED  
 CQ1135  ___________________________________________________________________
 CQ1135  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CQ1135  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1135  DYNAMIC HT  -          77.842 (meters)     255.39  (feet)  COMP
 CQ1135  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CQ1135
 CQ1135  HORZ ORDER  -  SECOND
 CQ1135  VERT ORDER  -  SECOND    CLASS 0
 CQ1135
 CQ1135.The horizontal coordinates were established by classical geodetic methods
 CQ1135.and adjusted by the National Geodetic Survey in September 1999..
 CQ1135
 CQ1135.The orthometric height was determined by differential leveling
 CQ1135.and adjusted by the National Geodetic Survey in June 1991..
 CQ1135
 CQ1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1135
 CQ1135.The geoid height was determined by GEOID03.
 CQ1135
 CQ1135.The dynamic height is computed by dividing the NAVD 88
 CQ1135.geopotential number by the normal gravity value computed on the
 CQ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1135.degrees latitude (g = 980.6199 gals.).
 CQ1135
 CQ1135.The modeled gravity was interpolated from observed gravity values.
 CQ1135
 CQ1135;                    North         East     Units Scale Factor Converg.
 CQ1135;SPC LA N     -   253,770.100   994,197.797   MT  1.00003010   -0 01 57.9
 CQ1135;SPC LA N     -   832,577.40  3,261,797.27   sFT  1.00003010   -0 01 57.9
 CQ1135;UTM  15      - 3,627,945.396   541,019.402   MT  0.99962075   +0 14 14.0
 CQ1135
 CQ1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1135!SPC LA N     -   0.99999185  x   1.00003010  =   1.00002195
 CQ1135!UTM  15      -   0.99999185  x   0.99962075  =   0.99961260
 CQ1135
 CQ1135|---------------------------------------------------------------------|
 CQ1135| PID    Reference Object                     Distance      Geod. Az  |
 CQ1135|                                                           dddmmss.s |
 CQ1135| CQ1134 REEVES RM 1                          24.168 METERS 00900     |
 CQ1135| CQ2892 WADE                                APPROX.15.2 KM 0201540.0 |
 CQ1135| CQ1131 REEVES AZ MK                                       2584523.0 |
 CQ1135| CQ1133 REEVES RM 2                          28.191 METERS 26026     |
 CQ1135| CQ2896 BERNICE MUNICIPAL TANK              APPROX. 9.5 KM 2913136.7 |
 CQ1135|---------------------------------------------------------------------|
 CQ1135
 CQ1135                          SUPERSEDED SURVEY CONTROL
 CQ1135
 CQ1135  NAD 83(1992)-  32 47 19.25276(N)    092 33 42.97481(W) AD(       ) 2
 CQ1135  NAD 83(1986)-  32 47 19.26428(N)    092 33 42.96679(W) AD(       ) 2
 CQ1135  NAD 27      -  32 47 18.74700(N)    092 33 42.42700(W) AD(       ) 2
 CQ1135  NGVD 29 (??/??/??)   78.018  (m)          255.96   (f) ADJUSTED    2 0
 CQ1135
 CQ1135.Superseded values are not recommended for survey control.
 CQ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1135.See file dsdata.txt to determine how the superseded data were derived.
 CQ1135
 CQ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4101927945(NAD 83)
 CQ1135_MARKER: DS = TRIANGULATION STATION DISK
 CQ1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1135_STAMPING: REEVES 1952
 CQ1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1135+STABILITY: SURFACE MOTION
 CQ1135
 CQ1135  HISTORY     - Date     Condition        Report By
 CQ1135  HISTORY     - 1952     MONUMENTED       CGS
 CQ1135  HISTORY     - 1957     GOOD             LOCSUR
 CQ1135  HISTORY     - 1969     GOOD             LADH
 CQ1135  HISTORY     - 1971     GOOD             NGS
 CQ1135  HISTORY     - 1972     GOOD             NGS
 CQ1135
 CQ1135                          STATION DESCRIPTION
 CQ1135
 CQ1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ1135'THE STATION IS ABOUT 8 MILES WEST OF FARMERVILLE, ABOUT
 CQ1135'6 MILES EAST-SOUTHEAST OF BERNICE AND 0.1 MILE NORTH OF STATE
 CQ1135'HIGHWAY 11, IN A FARMYARD ON PROPERTY OWNED BY ROSS REEVES
 CQ1135'AND IN SECTION 22, T 21 N, R 2 W.  IT IS 78 FEET SOUTHWEST
 CQ1135'OF THE SOUTHWEST CORNER OF THE FARMHOUSE AND 17 FEET NORTHWEST
 CQ1135'OF A FENCE CORNER.
 CQ1135'
 CQ1135'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CQ1135'411 AND 11 AT THE NORTH EDGE OF FARMERVILLE.  GO WEST ON
 CQ1135'HIGHWAY 11 FOR 8.4 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 CQ1135'WEST 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CQ1135'
 CQ1135'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 CQ1135'REEVES 1952.
 CQ1135'
 CQ1135'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE AND 30 FEET WEST
 CQ1135'OF THE NORTHWEST CORNER OF THE HOUSE.  THE MARK PROJECTS 4
 CQ1135'INCHES AND THE DISK IS STAMPED REEVES NO 1 1952.
 CQ1135'
 CQ1135'REFERENCE MARK 2 IS 12 FEET EAST OF A FENCE CORNER.  THE
 CQ1135'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED REEVES NO 2 1952.
 CQ1135'
 CQ1135'THE AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTER OF STATE
 CQ1135'HIGHWAY 11 AND 4 FEET EAST OF A 24-INCH PINE TREE.  THE
 CQ1135'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED REEVES 1952.
 CQ1135'
 CQ1135'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ1135
 CQ1135                          STATION RECOVERY (1957)
 CQ1135
 CQ1135'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957
 CQ1135'RECOVERED BY SEISMIC EXPLOR.
 CQ1135'
 CQ1135'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CQ1135
 CQ1135                          STATION RECOVERY (1969)
 CQ1135
 CQ1135'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (VDS)
 CQ1135'THE STATION WAS VISITED 2/6/69 AND THE STATION MARK, REFERENCE
 CQ1135'MARK NO. 1, NO. 2 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 CQ1135'EXCEPT REFERENCE MARK NO. 1 AS NOTED BELOW.  A NEW DESCRIPTION
 CQ1135'FOLLOWS--
 CQ1135'
 CQ1135'THE STATION IS LOCATED 6.3 MILES EAST OF BERNICE AND 9.8 MILES
 CQ1135'WEST OF FARMERVILLE IN SECTION 22, T21N, R2W, ON PROPERTY
 CQ1135'OWNED BY MR. ROSS REEVES.  IT IS 0.1 MILE NORTH OF STATE
 CQ1135'HIGHWAY LA. 2, 78 FEET SOUTHWEST OF A SOUTHWEST HOUSE CORNER,
 CQ1135'74 FEET SOUTHWEST OF A WATER WELL, 53 FEET WEST OF A 40-INCH PIN
 CQ1135'OAK TREE AND 1 FOOT NORTH OF A STEEL WITNESS POST.
 CQ1135'
 CQ1135'IT IS A STANDARD TRIANGULATION DISK STAMPED REEVES 1952 AND SET
 CQ1135'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ1135'
 CQ1135'REFERENCE MARK NO. 1 IS 79.29 FEET NORTH OF THE STATION.
 CQ1135'IT IS 30 FEET WEST OF A NORTHWEST HOUSE CORNER, 30 FEET
 CQ1135'NORTHEAST OF THE CENTERLINE OF A WOODS ROAD, 28 FEET SOUTHEAST
 CQ1135'OF A 24-INCH PECAN TREE AND 1 FOOT NORTH OF A STEEL WITNESS
 CQ1135'POST.  IT IS A STANDARD DISK STAMPED REEVES NO-1 1952 AND
 CQ1135'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ1135'
 CQ1135'REFERENCE MARK NO. 2 IS 92.49 FEET SOUTHWEST OF THE STATION.
 CQ1135'IT IS 145 FEET WEST OF A 40-INCH PIN OAK TREE, 106 FEET
 CQ1135'SOUTHWEST OF THE CENTERLINE OF A WOODS ROAD, 146 FEET SOUTHWEST
 CQ1135'OF A 24-INCH PECAN TREE AND 1 FOOT NORTH OF A STEEL WITNESS
 CQ1135'POST.  IT IS A STANDARD DISK STAMPED REEVES NO-2 1952 AND
 CQ1135'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ1135'
 CQ1135'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 139.68
 CQ1135'FEET.
 CQ1135'
 CQ1135'THE AZIMUTH MARK IS 0.35 MILE SOUTHWEST OF THE STATION.  IT
 CQ1135'IS 41 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY LA. 2, 3
 CQ1135'1/2 FEET EAST OF A 27-INCH PINE TREE, 39 FEET SOUTHEAST OF A
 CQ1135'TELEPHONE POLE AND 1-1/2 FEET SOUTH OF A STEEL WITNESS POST.
 CQ1135'IT IS DIRECTLY ACROSS THE HIGHWAY FROM THE J.M. REEVES RESIDENCE.
 CQ1135'IT IS A STANDARD AZIMUTH MARK DISK STAMPED REEVES 1952 SET
 CQ1135'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CQ1135'
 CQ1135'TO REACH THE STATION FROM THE POST OFFICE IN BERNICE, TRAVEL
 CQ1135'EAST ALONG STATE HIGHWAY LA. 2 FOR 6.3 MILES.
 CQ1135'
 CQ1135'NOTE--REFERENCE MARK NO. 1 IS TILTED ABOUT 10 DEG TOWARD
 CQ1135'THE NORTH.  THE TOP OF THE CONCRETE POST IS CHIPPED ON THE
 CQ1135'SOUTH SIDE.  REFERENCE MARK NO. 1 IS NOT SUITABLE FOR A
 CQ1135'BENCH MARK.
 CQ1135'
 CQ1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST
 CQ1135'OF BERNICE
 CQ1135
 CQ1135                          STATION RECOVERY (1971)
 CQ1135
 CQ1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CQ1135'THE STATION WAS VISITED 10-27-71 AND THE STATION AND ALL THE MARKS
 CQ1135'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED
 CQ1135'AT THIS DATE DUE TO ROAD CONSTRUCTION HOWEVER THE MARK WAS
 CQ1135'OBSTRUCTED FROM THE STATION BY A DENSE GROWTH OF PINE TIMBER
 CQ1135'FOR WHICH PERMISSION TO CUT WAS REFUSED BY THE LAND OWNER,
 CQ1135'THEREFORE THE MARK WAS RESET ONLY AS A BENCH MARK.  THE
 CQ1135'FARM HOUSE AT THE STATION IS NOW ABANDONDED, THE FENCES
 CQ1135'ARE DOWN AND THE FARM YARD IS GROWING UP IN SMALL PINE TREES.
 CQ1135'A NEW DESCRIPTION FOLLOWS--
 CQ1135'
 CQ1135'THE STATION IS LOCATED ABOUT 8.5 MILES WEST OF FARMERVILLE,
 CQ1135'ON PROPERTY OWNED BY ROSS REEVES, IN SEC. 22 T 21 N,. R 2 W.,
 CQ1135'IN AND ABANDONDED FARM YARD.  IT IS 300 FEET NORTH OF THE
 CQ1135'CENTERLINE OF STATE HIGHWAY 2, 78 FEET SOUTHWEST OF THE SOUTHWEST
 CQ1135'CORNER OF THE FARM HOUSE, 97 FEET SOUTHWEST OF THE SOUTHWEST
 CQ1135'CORNER OF THE BRICK CHIMNEY ON THE NORTH SIDE OF THE HOUSE,
 CQ1135'59 FEET SOUTHWEST OF A 2-FOOT PIN OAK TREE, 53 FEET WEST OF
 CQ1135'A 3-FOOT PIN OAK TREE, 101 FEET SOUTH OF A 2-FOOT PECAN
 CQ1135'TREE, 20 FEET SOUTH WEST A SMALL CEDAR TREE, AND 1 FOOT
 CQ1135'NORTH OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 CQ1135'STATION DISK, STAMPED REEVES 1952, FLUSH WITH THE GROUND.
 CQ1135'
 CQ1135'REFERENCE MARK NO. 1 IS 79.29 FEET NORTH OF THE STATION,
 CQ1135'62 FEET NORTHWEST OF A 2-FOOT PIN OAK TREE, 28 FEET SOUTHEAST
 CQ1135'OF A 2-FOOT PECAN TREE, 55 FEET WEST OF THE SOUTHWEST CORNER
 CQ1135'OF THE BRICK CHIMNEY ON THE NORTH WALL OF THE HOUSE, 30
 CQ1135'FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE, AND 1 FOOT
 CQ1135'SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 CQ1135'STAMPED REEVES NO 1 1952, FLUSH WITH THE GROUND.
 CQ1135'
 CQ1135'REFERENCE MARK NO. 2 IS 92.49 FEET WEST OF THE STATION IN
 CQ1135'A CULTIVATED FIELD, 145 FEET WEST OF THE 3-FOOT PIN OAK TREE,
 CQ1135'146 FEET SOUTHWEST OF THE 2-FOOT PECAN TREE, AND 1 FOOT NORTH
 CQ1135'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 CQ1135'REEVES NO 2 1952, FLUSH WITH THE GROUND.
 CQ1135'
 CQ1135'TO REACH THE STATION FROM THE UNION PARISH COURTHOUSE IN
 CQ1135'FARMERVILLE GO NORTH ON STATE HIGHWAY 2 AND 15 FOR 0.5 MILE,
 CQ1135'TURN LEFT AND GO WEST ON STATE HIGHWAY 2 FOR 8.4 MILES TO THE
 CQ1135'DRIVEWAY RIGHT, TURN RIGHT AND GO NORTH FOR ABOUT 300 FEET
 CQ1135'TO THE MARK ON THE LEFT.
 CQ1135'
 CQ1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES
 CQ1135'WEST OF FARMERVILLE
 CQ1135
 CQ1135                          STATION RECOVERY (1972)
 CQ1135
 CQ1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CQ1135'8.4 MI W FROM FARMERVILLE.
 CQ1135'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAYS 2 AND 15 FROM THE UNION
 CQ1135'PARISH COURTHOUSE IN FARMERVILLE, THENCE 8.4 MILE WEST ALONG STATE
 CQ1135'HIGHWAY 2 TO THE MARK ON THE RIGHT.  IT IS 300 FEET NORTH OF THE
 CQ1135'CENTER LINE OF STATE HIGHWAY 2, 78 FEET SOUTHWEST OF THE SOUTHWEST
 CQ1135'CORNER OF THE ABANDONDED HOUSE, 97 FEET SOUTHWEST OF THE SOUTHWEST
 CQ1135'CORNER OF THE BRICK CHIMNEY, 59 FEET SOUTHWEST OF A 2-FOOT PINE OAK
 CQ1135'TREE, 53 FEET WEST OF A 3-FOOT PINE OAK TREE, 101 FEET SOUTH OF A
 CQ1135'2-FOOT PECAN TREE, 20 FEET SOUTH WEST OF A SMALL CEDAR TREE AND 1 FOOT
 CQ1135'NORTH OF A METAL WITNESS POST.  IT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3029 ***********************************************************************
 BK3029  DESIGNATION -  REEVES
 BK3029  PID         -  BK3029
 BK3029  STATE/COUNTY-  LA/ALLEN
 BK3029  USGS QUAD   -  REEVES (1986)
 BK3029
 BK3029                         *CURRENT SURVEY CONTROL
 BK3029  ___________________________________________________________________
 BK3029* NAD 83(1992)-  30 31 10.08879(N)    093 00 18.02584(W)     ADJUSTED  
 BK3029* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 BK3029  ___________________________________________________________________
 BK3029  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK3029  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK3029
 BK3029  HORZ ORDER  -  FIRST
 BK3029
 BK3029.The horizontal coordinates were established by classical geodetic methods
 BK3029.and adjusted by the National Geodetic Survey in January 1993..
 BK3029
 BK3029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3029
 BK3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3029
 BK3029.The geoid height was determined by GEOID03.
 BK3029
 BK3029;                    North         East     Units Scale Factor Converg.
 BK3029;SPC LA S     -   225,019.898   839,564.128   MT  0.99996658   -0 50 09.1
 BK3029;SPC LA S     -   738,252.78  2,754,469.98   sFT  0.99996658   -0 50 09.1
 BK3029;UTM  15      - 3,376,349.030   499,519.604   MT  0.99960000   -0 00 09.2
 BK3029
 BK3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3029!SPC LA S     -   1.00000215  x   0.99996658  =   0.99996873
 BK3029!UTM  15      -   1.00000215  x   0.99960000  =   0.99960215
 BK3029
 BK3029:                Primary Azimuth Mark                     Grid Az
 BK3029:SPC LA S     -  LE BLANC TRANSCON GAS CO MAST            094 05 50.2
 BK3029:UTM  15      -  LE BLANC TRANSCON GAS CO MAST            093 15 50.3
 BK3029
 BK3029|---------------------------------------------------------------------|
 BK3029| PID    Reference Object                     Distance      Geod. Az  |
 BK3029|                                                           dddmmss.s |
 BK3029| BK2998 LE BLANC TRANSCON GAS CO MAST       APPROX. 5.8 KM 0931541.1 |
 BK3029| CV9128 REEVES RM 1                          26.871 METERS 09502     |
 BK3029| BK2954 KINDER MUNICIPAL TANK               APPROX.15.5 KM 1021656.8 |
 BK3029| BK3028 E 3923 LAGS 1963                     98.039 METERS 14844     |
 BK3029| CV9129 REEVES RM 2                          27.948 METERS 17059     |
 BK3029| BK3075 BLANC                               APPROX. 4.7 KM 1964500.9 |
 BK3029| CV9127 REEVES AZ MK                                       2543021.1 |
 BK3029|---------------------------------------------------------------------|
 BK3029
 BK3029                          SUPERSEDED SURVEY CONTROL
 BK3029
 BK3029  NAD 83(1986)-  30 31 10.10860(N)    093 00 18.01872(W) AD(       ) 1
 BK3029  NAD 27      -  30 31 09.38860(N)    093 00 17.47078(W) AD(       ) 1
 BK3029  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 BK3029
 BK3029.Superseded values are not recommended for survey control.
 BK3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3029.See file dsdata.txt to determine how the superseded data were derived.
 BK3029
 BK3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9952076349(NAD 83)
 BK3029_MARKER: DS = TRIANGULATION STATION DISK
 BK3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3029
 BK3029  HISTORY     - Date     Condition        Report By
 BK3029  HISTORY     - 1963     MONUMENTED       CGS
 BK3029  HISTORY     - 1974     GOOD             NGS
 BK3029  HISTORY     - 19840822 GOOD             LADTD
 BK3029
 BK3029                          STATION DESCRIPTION
 BK3029
 BK3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3029'THE STATION IS LOCATED 2.0 MILES WEST OF REEVES, 3.5 MILES
 BK3029'WEST NORTHWEST OF LE BLANC, 100 YARDS NORTH OF U.S. HIGHWAY 190,
 BK3029'ON PROPERTY OWNED BY THE INDUSTRIAL LUMBER COMPANY.
 BK3029'
 BK3029'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 113
 BK3029'AND U.S. HIGHWAY 190, IN REEVES, GO EAST ON HIGHWAY 190 FOR
 BK3029'2.5 MILES TO A DIM SIDE ROAD LEFT, TURN LEFT THROUGH A WIRE
 BK3029'GAP IN THE FENCE FOR 100 YARDS, TO THE TIMBER LINE AND THE
 BK3029'STATION AS DESCRIBED.
 BK3029'
 BK3029'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 BK3029'HIGHWAY 190 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 BK3029'DESCRIBED.
 BK3029'
 BK3029'THE STATION MARK IS A STANDARD DISK STAMPED, REEVES 1963, SET
 BK3029'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 BK3029'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 2.1 FEET
 BK3029'SOUTH OF A WOODEN WITNESS POST AND SIGN, 14.2 FEET SOUTHEAST
 BK3029'OF A 6-INCH PINE TREE, 21.2 FEET WEST OF A 24-INCH PINE TREE
 BK3029'AND 88.8 FEET WEST OF A NORTHSOUTH FENCE LINE.
 BK3029'
 BK3029'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, REEVES NO.
 BK3029'1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK3029'WHICH PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS
 BK3029'1.0 FEET WEST OF FENCE LINE, 15.2 FEET NORTHEAST OF A
 BK3029'24-INCH PINE TREE AND 87.7 FEET EAST OF A WOODEN WITNESS
 BK3029'POST AND SIGN.
 BK3029'
 BK3029'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, REEVES NO.
 BK3029'2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK3029'WHICH PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 6.4
 BK3029'FEET NORTH OF A 24-INCH PINE TREE, 53.3 FEET SOUTH SOUTHWEST
 BK3029'OF A 24-INCH PINE TREE AND 94.3 FEET SOUTH OF A WOODEN WITNESS
 BK3029'POST AND SIGN.
 BK3029'
 BK3029'LOUISIANA GEODETIC SURVEY MARK, IS A STANDARD DISK STAMPED,
 BK3029'E 3923, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT,
 BK3029'WHICH PROJECTS 6-INCHES ABOVE THE GROUND SURFACE.  IT IS
 BK3029'1.0 FEET NORTH OF A EASTWEST FENCE LINE, 32.0 FEET SOUTHWEST
 BK3029'OF A WOODEN WITNESS POST AND SIGN AND 49.3 FEET NORTH OF THE
 BK3029'CENTERLINE OF U.S. HIGHWAY 190.
 BK3029'
 BK3029'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, REEVES 1963,
 BK3029'SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT, WHICH IS FLUSH
 BK3029'WITH THE GROUND SURFACE.  IT IS 2.3 FEET EAST OF A WOODEN
 BK3029'WITNESS POST AND SIGN, 2.5 FEET EAST OF A TELEPHONE POLE,
 BK3029'37.0 FEET NORTH OF NORTH RAIL OF THE RAILROAD TRACK AND 55.5
 BK3029'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190.
 BK3029'
 BK3029'HEIGHT OF LIGHT ABOVE STATION MARK 30.20 METERS.
 BK3029
 BK3029                          STATION RECOVERY (1974)
 BK3029
 BK3029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3029'THE STATION, REFERENCE MARKS 1 AND 2, AZIMUTH MARK AND E
 BK3029'3923 1963 (LGS) WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 BK3029'MARK IS NO LONGER VISIBLE FROM THE GROUND OR TOP OF THE TOWER.
 BK3029'NO SUITABLE PLACE WAS FOUND TO SET A NEW ONE.  THE DISTANCE
 BK3029'AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE DISTANCE
 BK3029'TO REFERENCE MARK 1 WAS FOUND LONGER BY 0.006 METERS AND THE
 BK3029'DIRECTION WAS FOUND GREATER BY 01 MINUTE AND 24 SECONDS.
 BK3029'THE DIRECTION TO E 3923 1963 (LGS) CHECKED.  A MEASUREMENT
 BK3029'WAS MADE TO IT BY BREAKING A 300 FEET TAPE ONCE AND THE
 BK3029'DISTANCE WAS FOUND LONGER BY 0.016 METERS.  THE 1963 TRAVERSE
 BK3029'DISTANCE TO IT IS (321.646 FEET) OR 98.0379 METERS.  A
 BK3029'COMPLETE NEW DESCRIPTION FOLLOWS.
 BK3029'
 BK3029'STATION IS ABOUT 10 MILES WEST-NORTHWEST OF KINDER, 3-1/2
 BK3029'MILES WEST OF LA BLANC, 2-1/2 MILES EAST OF THE JUNCTION
 BK3029'OF U.S. HIGHWAY 190 AND STATE HIGHWAY 113 IN REEVES, 300
 BK3029'FEET NORTH OF HIGHWAY 190 AND ON PROPERTY OWNED BY THE BOISE
 BK3029'SOUTHERN COMPANY, POST OFFICE BOX 1078, DE QUINCY, LOUISIANA.
 BK3029'
 BK3029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190
 BK3029'AND STATE HIGHWAY 113 IN REEVES, GO EAST ON HIGHWAY 190 FOR
 BK3029'2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BK3029'CONTINUE EAST ON HIGHWAY 190 FOR 0.25 MILE TO THE STATION
 BK3029'ON THE LEFT ABOUT 300 FEET NORTH OF THE HIGHWAY.
 BK3029'
 BK3029'STATION MARK, STAMPED REEVES 1963, IS A STANDARD DISK SET
 BK3029'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1-INCH ABOVE THE
 BK3029'GROUND.  THE 1963 DESCRIPTION STATES THAT THERE IS AN UNDERGROUND
 BK3029'MARK.  THEY ARE 320 FEET NORTH OF CENTER OF U.S. HIGHWAY 190,
 BK3029'155 FEET NORTH OF A HIGH TENSION LINE, 92 FEET WEST-SOUTHWEST
 BK3029'OF AN 18-INCH PINE TREE WHICH IS IN A FENCE LINE, 90 FEET
 BK3029'WEST OF A FENCE LINE AND 6 FEET SOUTH OF A WOODEN WITNESS POST.
 BK3029'
 BK3029'REFERENCE MARK 1, STAMPED REEVES NO 1 1963, IS A STANDARD
 BK3029'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 BK3029'INCHES ABOVE THE GROUND.  IT IS 137.5 FEET NORTH OF A POWER
 BK3029'POLE, 35.5 FEET SOUTH OF THE 18-INCH PINE TREE IN THE FENCE
 BK3029'LINE, 14 FEET EAST OF A DITCH AND 1 FOOT WEST OF A FENCE
 BK3029'LINE.
 BK3029'
 BK3029'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 BK3029'
 BK3029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BK3029'EAST OF REEVES.
 BK3029
 BK3029                          STATION RECOVERY (1984)
 BK3029
 BK3029'RECOVERY NOTE BY LA TRANSP AND DEV 1984 (RP)
 BK3029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1132 ***********************************************************************
 CQ1132  DESIGNATION -  REEVES AZ MK RESET 1971
 CQ1132  PID         -  CQ1132
 CQ1132  STATE/COUNTY-  LA/UNION
 CQ1132  USGS QUAD   -  SHILOH (1985)
 CQ1132
 CQ1132                         *CURRENT SURVEY CONTROL
 CQ1132  ___________________________________________________________________
 CQ1132* NAD 83(1986)-  32 47 17.     (N)    092 34 07.     (W)     SCALED    
 CQ1132* NAVD 88     -        74.42   (meters)     244.2    (feet)  RESET     
 CQ1132  ___________________________________________________________________
 CQ1132  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1132
 CQ1132  VERT ORDER  -  THIRD
 CQ1132
 CQ1132.The horizontal coordinates were scaled from a topographic map and have
 CQ1132.an estimated accuracy of +/- 6 seconds.
 CQ1132
 CQ1132.The orthometric height was computed from unverified reset data.
 CQ1132.No vertical observational check was made to the station.
 CQ1132
 CQ1132.The geoid height was determined by GEOID03.
 CQ1132
 CQ1132;                    North         East    Units  Estimated Accuracy
 CQ1132;SPC LA N     -   253,700.      993,570.      MT  (+/- 180 meters Scaled)
 CQ1132
 CQ1132                          SUPERSEDED SURVEY CONTROL
 CQ1132
 CQ1132  NGVD 29 (??/??/??)   74.51   (m)          244.5    (f) RESET       3  
 CQ1132
 CQ1132.Superseded values are not recommended for survey control.
 CQ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1132.See file dsdata.txt to determine how the superseded data were derived.
 CQ1132
 CQ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS403278(NAD 83)
 CQ1132_MARKER: DZ = AZIMUTH MARK DISK
 CQ1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1132_STAMPING: REEVES RESET 1971
 CQ1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1132+STABILITY: SURFACE MOTION
 CQ1132
 CQ1132  HISTORY     - Date     Condition        Report By
 CQ1132  HISTORY     - 1971     MONUMENTED       NGS
 CQ1132
 CQ1132                          STATION DESCRIPTION
 CQ1132
 CQ1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CQ1132'8.7 MI W FROM FARMERVILLE.
 CQ1132'THE MARK IS LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY 2 AND 15 FROM
 CQ1132'THE UNION PARISH COURTHOUSE IN FARMERVILLE, THENCE 8.4 MILES WEST
 CQ1132'ALONG STATE HIGHWAY 2 TO THE MARK ON THE RIGHT.  IT IS ON PROPERTY
 CQ1132'OWNED BY MR. J.M. REEVES, 88 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 CQ1132'48 FEET EAST OF A 2-FOOT OAK TREE, 113 FEET SOUTHEAST OF THE SOUTHEAST
 CQ1132'CORNER OF THE HOUSE, 44 FEET EAST OF THE PROJECTED PLANE OF THE EAST
 CQ1132'WALL OF THE HOUSE, 2 FEET SOUTH OF A FENCE CORNER, 57 FEET SSE OF AN
 CQ1132'18-INCH PECAN TREE, AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A
 CQ1132'BENCH MARK DISK CRIMPED ON THE TOP OF A 3 FOOT SECTION OF COPPER WELD
 CQ1132'ROD FASTENED TO A STEEL PLATE AND ENCASED IN A 4-INCH ORANGEBURG PIPE
 CQ1132'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1133 ***********************************************************************
 CQ1133  DESIGNATION -  REEVES RM 2
 CQ1133  PID         -  CQ1133
 CQ1133  STATE/COUNTY-  LA/UNION
 CQ1133  USGS QUAD   -  SHILOH (1985)
 CQ1133
 CQ1133                         *CURRENT SURVEY CONTROL
 CQ1133  ___________________________________________________________________
 CQ1133* NAD 83(1986)-  32 47 17.     (N)    092 33 47.     (W)     SCALED    
 CQ1133* NAVD 88     -        77.447  (meters)     254.09   (feet)  ADJUSTED  
 CQ1133  ___________________________________________________________________
 CQ1133  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1133  DYNAMIC HT  -          77.361 (meters)     253.81  (feet)  COMP
 CQ1133  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CQ1133
 CQ1133  VERT ORDER  -  SECOND    CLASS 0
 CQ1133
 CQ1133.The horizontal coordinates were scaled from a topographic map and have
 CQ1133.an estimated accuracy of +/- 6 seconds.
 CQ1133
 CQ1133.The orthometric height was determined by differential leveling
 CQ1133.and adjusted by the National Geodetic Survey in June 1991..
 CQ1133
 CQ1133.The geoid height was determined by GEOID03.
 CQ1133
 CQ1133.The dynamic height is computed by dividing the NAVD 88
 CQ1133.geopotential number by the normal gravity value computed on the
 CQ1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1133.degrees latitude (g = 980.6199 gals.).
 CQ1133
 CQ1133.The modeled gravity was interpolated from observed gravity values.
 CQ1133
 CQ1133;                    North         East    Units  Estimated Accuracy
 CQ1133;SPC LA N     -   253,700.      994,090.      MT  (+/- 180 meters Scaled)
 CQ1133
 CQ1133                          SUPERSEDED SURVEY CONTROL
 CQ1133
 CQ1133  NGVD 29 (??/??/??)   77.537  (m)          254.39   (f) ADJUSTED    2 0
 CQ1133
 CQ1133.Superseded values are not recommended for survey control.
 CQ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1133.See file dsdata.txt to determine how the superseded data were derived.
 CQ1133
 CQ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS409278(NAD 83)
 CQ1133_MARKER: DR = REFERENCE MARK DISK
 CQ1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1133_STAMPING: REEVES NO 2 1952
 CQ1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1133+STABILITY: SURFACE MOTION
 CQ1133
 CQ1133  HISTORY     - Date     Condition        Report By
 CQ1133  HISTORY     - 1952     MONUMENTED       CGS
 CQ1133  HISTORY     - 1972     GOOD             NGS
 CQ1133
 CQ1133                          STATION DESCRIPTION
 CQ1133
 CQ1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CQ1133'8.4 MI W FROM FARMERVILLE.
 CQ1133'LOCATED 0.5 MILE NORTH ALONG STATE HIGHWAY 2 AND 15 FROM THE UNION
 CQ1133'PARICH COURTHOUSE IN FARMERVILLE, THENCE 8.4 MILES WEST ALONG STATE
 CQ1133'HIGHWAY 2 TO THE MARK ON THE RIGHT.  IT IS ABOUT 300 FEET NORTH OF THE
 CQ1133'HIGHWAY, 145 FEET WEST OF A 3-FOOT PIN OAK TREE, 146 FEET SOUTH OF
 CQ1133'2-FOOT PECAN TREE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS
 CQ1133'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1914 ***********************************************************************
 CQ1914  DESIGNATION -  REFERENCE MARK
 CQ1914  PID         -  CQ1914
 CQ1914  STATE/COUNTY-  LA/BOSSIER
 CQ1914  USGS QUAD   -  BENTON (1975)
 CQ1914
 CQ1914                         *CURRENT SURVEY CONTROL
 CQ1914  ___________________________________________________________________
 CQ1914* NAD 83(1986)-  32 41 39.     (N)    093 44 23.     (W)     SCALED    
 CQ1914* NAVD 88     -        63.872  (meters)     209.55   (feet)  ADJUSTED  
 CQ1914  ___________________________________________________________________
 CQ1914  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1914  DYNAMIC HT  -          63.801 (meters)     209.32  (feet)  COMP
 CQ1914  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CQ1914
 CQ1914  VERT ORDER  -  FIRST     CLASS II
 CQ1914
 CQ1914.The horizontal coordinates were scaled from a topographic map and have
 CQ1914.an estimated accuracy of +/- 6 seconds.
 CQ1914
 CQ1914.The orthometric height was determined by differential leveling
 CQ1914.and adjusted by the National Geodetic Survey in June 1991..
 CQ1914
 CQ1914.The geoid height was determined by GEOID03.
 CQ1914
 CQ1914.The dynamic height is computed by dividing the NAVD 88
 CQ1914.geopotential number by the normal gravity value computed on the
 CQ1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1914.degrees latitude (g = 980.6199 gals.).
 CQ1914
 CQ1914.The modeled gravity was interpolated from observed gravity values.
 CQ1914
 CQ1914;                    North         East    Units  Estimated Accuracy
 CQ1914;SPC LA N     -   243,950.      883,750.      MT  (+/- 180 meters Scaled)
 CQ1914
 CQ1914                          SUPERSEDED SURVEY CONTROL
 CQ1914
 CQ1914  NGVD 29 (??/??/??)   63.943  (m)          209.79   (f) ADJUSTED    1 2
 CQ1914
 CQ1914.Superseded values are not recommended for survey control.
 CQ1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1914.See file dsdata.txt to determine how the superseded data were derived.
 CQ1914
 CQ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS306176(NAD 83)
 CQ1914_MARKER: Q = CHISELED SQUARE
 CQ1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1914+STABILITY: SURFACE MOTION
 CQ1914
 CQ1914  HISTORY     - Date     Condition        Report By
 CQ1914  HISTORY     - UNK      MONUMENTED       USGS
 CQ1914  HISTORY     - 1961     GOOD             CGS
 CQ1914  HISTORY     - 1987     POOR             USPSQD
 CQ1914  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1914
 CQ1914                          STATION DESCRIPTION
 CQ1914
 CQ1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1914'0.45 MI SE FROM BENTON.
 CQ1914'0.25 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE ST. LOUIS SOUTHWESTERN
 CQ1914'RAIL ROAD STATION AT BENTON, THENCE 0.2 MILE EAST ALONG BELLEVUE
 CQ1914'STREET, IN THE NORTHWEST CORNER OF THE COURTHOUSE LAWN, A CHISELED
 CQ1914'TRIANGLE ON TOP OF A 4 BY 8 INCH STONE POST, 4 FEET SOUTH OF NORTH
 CQ1914'EDGE OF EAST-WEST SIDEWALK, 34 FEET EAST OF EAST EDGE OF NORTH-SOUTH
 CQ1914'SIDEWALK, 16 FEET WEST OF A 20-INCH OAK TREE, ABOUT LEVEL WITH THE
 CQ1914'SIDEWALK, AND PROJECTING 4-INCHES ABOVE THE GROUND.
 CQ1914
 CQ1914                          STATION RECOVERY (1987)
 CQ1914
 CQ1914'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1914'MARK RECOVERED IN POOR CONDITION.
 CQ1914
 CQ1914                          STATION RECOVERY (2002)
 CQ1914
 CQ1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1914'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0498 ***********************************************************************
 AV0498  CBN         -  This is a Cooperative Base Network Control Station.
 AV0498  DESIGNATION -  REFUGE 2
 AV0498  PID         -  AV0498
 AV0498  STATE/COUNTY-  LA/CAMERON
 AV0498  USGS QUAD   -  HOLLY BEACH (1982)
 AV0498
 AV0498                         *CURRENT SURVEY CONTROL
 AV0498  ___________________________________________________________________
 AV0498* NAD 83(1992)-  29 52 02.89002(N)    093 27 06.61614(W)     ADJUSTED  
 AV0498* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AV0498  **This station is located in a subsidence area (see below).
 AV0498  ___________________________________________________________________
 AV0498  X           -    -333,293.592 (meters)                     COMP
 AV0498  Y           -  -5,525,522.274 (meters)                     COMP
 AV0498  Z           -   3,157,629.442 (meters)                     COMP
 AV0498  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AV0498  ELLIP HEIGHT-         -25.84  (meters)          (02/12/02) GPS OBS
 AV0498  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AV0498
 AV0498  HORZ ORDER  -  B
 AV0498  VERT ORDER  -  THIRD (See Below)
 AV0498  ELLP ORDER  -  FOURTH    CLASS II
 AV0498
 AV0498.The horizontal coordinates were established by GPS observations
 AV0498.and adjusted by the National Geodetic Survey in September 1992..
 AV0498
 AV0498 ** The orthometric height has not been validated since last determined
 AV0498 ** by differential leveling and should not be used for control purposes.
 AV0498 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0498 ** area with valid NAVD 88 orthometric heights.
 AV0498 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0498 ** epoch indicated which incorporates improved geoid heights for the
 AV0498 ** Southern Louisiana Subsidence area.
 AV0498 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0498.The orthometric height was determined by GPS observations and a
 AV0498.high-resolution geoid model.
 AV0498.The vertical order pertains to the NGVD 29 superseded value.
 AV0498
 AV0498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0498
 AV0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0498
 AV0498.The ellipsoidal height was determined by GPS observations
 AV0498.and is referenced to NAD 83.
 AV0498
 AV0498.The geoid height was determined by GEOID03.
 AV0498
 AV0498;                    North         East     Units Scale Factor Converg.
 AV0498;SPC LA S     -   153,468.145   795,348.630   MT  0.99992844   -1 03 33.4
 AV0498;SPC LA S     -   503,503.41  2,609,406.30   sFT  0.99992844   -1 03 33.4
 AV0498;UTM  15      - 3,304,185.728   456,363.270   MT  0.99962349   -0 13 30.1
 AV0498
 AV0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0498!SPC LA S     -   1.00000406  x   0.99992844  =   0.99993250
 AV0498!UTM  15      -   1.00000406  x   0.99962349  =   0.99962755
 AV0498
 AV0498:                Primary Azimuth Mark                     Grid Az
 AV0498:SPC LA S     -  REFUGE AZ MK                             054 37 55.0
 AV0498:UTM  15      -  REFUGE AZ MK                             053 47 51.7
 AV0498
 AV0498|---------------------------------------------------------------------|
 AV0498| PID    Reference Object                     Distance      Geod. Az  |
 AV0498|                                                           dddmmss.s |
 AV0498| AV0348 REFUGE AZ MK                        APPROX. 0.5 KM 0533421.6 |
 AV0498| AV0499 REFUGE 2 RM 4                        22.490 METERS 23607     |
 AV0498| AV0350 REFUGE RM 3                         186.888 METERS 24320     |
 AV0498| AV0349 REFUGE RESET                        191.371 METERS 24402     |
 AV0498| AV0500 REFUGE 2 RM 5                        21.203 METERS 34626     |
 AV0498|---------------------------------------------------------------------|
 AV0498
 AV0498                          SUPERSEDED SURVEY CONTROL
 AV0498
 AV0498  ELLIP H (05/09/94)  -25.79   (m)                       GP(       ) 4 2
 AV0498  ELLIP H (09/10/92)  -25.79   (m)                       GP(       ) 4 1
 AV0498  NAD 83(1986)-  29 52 02.91534(N)    093 27 06.59800(W) AD(       ) 3
 AV0498  NAD 27      -  29 52 02.12042(N)    093 27 06.04046(W) AD(       ) 3
 AV0498  NGVD 29 (??/??/??)    1.29   (m)            4.2    (f) RESET       3  
 AV0498
 AV0498.Superseded values are not recommended for survey control.
 AV0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0498.See file dsdata.txt to determine how the superseded data were derived.
 AV0498
 AV0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5636304186(NAD 83)
 AV0498_MARKER: DS = TRIANGULATION STATION DISK
 AV0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0498_SP_SET: CONCRETE POST
 AV0498_STAMPING: REFUGE 2 1981
 AV0498_MARK LOGO: NGS   
 AV0498_PROJECTION: FLUSH
 AV0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0498+STABILITY: SURFACE MOTION
 AV0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0498+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 AV0498
 AV0498  HISTORY     - Date     Condition        Report By
 AV0498  HISTORY     - 1981     MONUMENTED       NGS
 AV0498  HISTORY     - 19810311 GOOD             NGS
 AV0498  HISTORY     - 1984     GOOD             NGS
 AV0498  HISTORY     - 1987     GOOD             LADTD
 AV0498  HISTORY     - 19910910 GOOD             LADTD
 AV0498  HISTORY     - 19920324 GOOD
 AV0498  HISTORY     - 19930418 GOOD             LADTD
 AV0498  HISTORY     - 20020211 GOOD             CHANCE
 AV0498  HISTORY     - 20041030 GOOD             USPSQD
 AV0498  HISTORY     - 20051220 GOOD             USPSQD
 AV0498
 AV0498                          STATION DESCRIPTION
 AV0498
 AV0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AV0498'21.2 KM (13.2 MI) SOUTH FROM HACKBERRY.
 AV0498'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AV0498'21.2 KM (13.2 MI) SOUTHERLY ALONG STATE HIGHWAY 27 FROM THE DRAW BRIDG
 AV0498'OVER BIG CROSS MARAIS CANAL, 40.2 METERS (132.0 FT) SOUTHEAST OF THE
 AV0498'CENTER OF THE HIGHWAY, 24.5 METERS (80.5 FT) SOUTHEAST OF A POWER POLE
 AV0498'9.4 METERS (31.0 FT) SOUTHEAST OF THE CENTER OF A BLACK TOP ROAD
 AV0498'DRIVEWAY TO PARKING AREA, AND 9.1 METERS (30.0 FT) NORTHWEST OF THE
 AV0498'NORTHWEST EDGE OF A DRAINAGE DITCH OR BAYOU.
 AV0498'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 AV0498
 AV0498                          STATION RECOVERY (1981)
 AV0498
 AV0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AV0498'THE STATION IS LOCATED IN THE SABINE MIGRATORY REFUGE, ABOUT 3.0 MILES
 AV0498'SOUTHWEST OF THE REFUGE HEADQUARTERS BUILDINGS, 6.75 MILES NORTH OF
 AV0498'THE VILLAGE OF HOLLY BEACH AND ABOUT 10.8 MILES SOUTH OF THE VILLAGE
 AV0498'OF HACKBERRY.
 AV0498' 
 AV0498'TO REACH THE STATION FROM THE DRAW BRIDGE IN HACKBERRY, GO SOUTHERLY
 AV0498'ON STATE HIGHWAY 27 FOR 13.2 MILES TO BRIDGE OVER BIG CROSS MARAIS
 AV0498'CANAL, A LARGE SURFACED PARKING AREA ON THE LEFT AND THE STATION MARK
 AV0498'ON THE LEFT AT THE EAST CORNER OF THE PARKING AREA IN GRASSY AREA
 AV0498'BETWEEN PARKING AREA AND A DRAINAGE DITCH.
 AV0498' 
 AV0498'THE STATION IS A STANDARD NGS DISK STAMPED--REFUGE 2 1981--, SET INTO
 AV0498'THE TOP OF ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH
 AV0498'WITH GROUND LOCATED 132 FT (40.2 M) SE FROM THE CENTER OF THE HIGHWAY,
 AV0498'80.5 FT (24.5 M) SE FROM A POWER POLE, 31 FT (9.4 M) SE FROM THE
 AV0498'CENTER OF A BLACK TOP ROAD, DRIVEWAY TO PARKING LOT, 30 FT (9.1 M) NW
 AV0498'FROM THE NORTHWEST EDGE OF DRAINAGE DITCH OR BAYOU, AND 1 FT (0.3 M) S
 AV0498'FROM A METAL WITNESS POST.
 AV0498' 
 AV0498'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--REFUGE 2 1981--,
 AV0498'IMBEDDED IN THE GROUND 3.5 FT (1.1 M) BELOW THE SURFACE.
 AV0498' 
 AV0498'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--REFUGE 2 NO 4
 AV0498'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 AV0498'CM) FLUSH WITH GROUND LOCATED 28 FT (8.5 M) SE FROM THE CENTER OF
 AV0498'DRIVEWAY TO PARKING AREA, 19 FT (5.8 M) NW FROM THE EDGE OF BAYOU AND
 AV0498'EAST CORNER OF PARKING AREA, AND 3 FT (0.9 M) NE FROM THE NORTHEAST
 AV0498'EDGE OF THE PARKING AREA.
 AV0498' 
 AV0498'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--REFUGE 2 NO 5
 AV0498'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 AV0498'CM) IN DIAMETER FLUSH WITH GROUND LOCATED 66 FT (20.1 M) SE FROM THE
 AV0498'CENTER OF HIGHWAY 27, 20 FT (6.1 M) SW FROM THE CENTER OF THE DRIVEWAY
 AV0498'TO PARK AREA, 14 FT (4.3 M) E FROM A POWER POLE, AND 2 FT (0.61 M) SE
 AV0498'FROM A METAL SIGN POST WITH WITNESS SIGN ATTACHED.
 AV0498' 
 AV0498'REFERENCE MARK NO 3 IS A STANDARD USCGS DISK STAMPED--REFUGE NO 3
 AV0498'1955--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 AV0498'CM) ON SIDE RECESSED 6 INCHES (15 CM) BELOW THE GROUND LOCATED 88.5 FT
 AV0498'(27.0 M) ESE FROM THE CENTER OF THE HIGHWAY, 80 FT (24.4 M) E FROM THE
 AV0498'NORTHEAST END OF BRIDGE ABUTMENT, 48.2 FT (14.7 M) SSW FROM A POWER
 AV0498'POLE NO 3, AND 15 FT (4.6 M) SW FROM THE CENTER OF A SURFACED
 AV0498'DRIVEWAY.
 AV0498' 
 AV0498'AZIMUTH MARK IS A STANDARD USCGS DISK SET INTO THE TOP OF A SQUARE
 AV0498'CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE.  THE TOP OF THE DISK IS
 AV0498'SHEARED OFF.  CENTER OF STEM IS POINT INTERSECTED.  MONUMENT IS AT
 AV0498'EDGE OF DRAINAGE DITCH AND PROJECTS 12 INCHES ON THE WATER SIDE.  IT
 AV0498'IS LOCATED 139 FT S FROM A POWER POLE, AND 29 FT NW FROM THE CENTER OF
 AV0498'THE HIGHWAY.
 AV0498' 
 AV0498'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON HIGHWAY 27
 AV0498'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AV0498' 
 AV0498'BENCH MARK W 211 WAS POSITIONED FOR AN AZIMUTH MARK FOR STATION REFUGE
 AV0498'2.
 AV0498' 
 AV0498'W 211 IS A US COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED--W 211
 AV0498'1965--, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD DRIVEN INTO
 AV0498'THE GROUND 88 FEET AND ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 AV0498'PROJECTS 12 INCHES.  IT IS 58 FEET SOUTH OF THE CENTER OF HIGHWAY 27,
 AV0498'1 FOOT NORTH OF A FENCE, 1.0 FOOT NORTH OF A WOODEN WITNESS POST AND
 AV0498'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, 2.5 FT EAST OF POWERPOLE.
 AV0498'TO REACH W 211 FROM THE STATION, GO NORTHEASTERLY ON HIGHWAY 27 FOR
 AV0498'0.74 MILE TO THE MARK ON THE RIGHT.
 AV0498
 AV0498                          STATION RECOVERY (1984)
 AV0498
 AV0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AV0498'ABOUT 11.4 KM (7.1 MI) NORTH ALONG STATE HIGHWAY 27 FROM ITS JUNCTION
 AV0498'WITH STATE HIGHWAY 27 IN HOLLY BEACH TO A CONCRETE BRIDGE OVER
 AV0498'STARKS NORTH CANAL, THEN NORTHEAST ALONG HIGHWAY FOR 0.15 KM (0.1 MI)
 AV0498'TO THE NORTH ENTRANCE TO A PAVED PARKING AREA, THEN RIGHT, SOUTHEAST,
 AV0498'FOR 50 METERS TO MARK ON THE LEFT. MARK IS 2 CM BELOW GROUND, 6.5
 AV0498'METERS SOUTHEAST OF THE SOUTHEAST EDGE OF PAVED DRIVEWAY TO PARKING
 AV0498'AREA, 25.8 METERS NORTHEAST (MEASURED ALONG PAVEMENT EDGE) OF CORNER
 AV0498'FORMED BY DRIVEWAY AND PARKING LOT, 0.4 METER NORTHEAST OF A METAL
 AV0498'WITNESS POST, IN HIGH WEEDS.
 AV0498
 AV0498                          STATION RECOVERY (1987)
 AV0498
 AV0498'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AV0498'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AV0498'THE MARK WAS INCORPERATED IN THE GPS SURVEY FOR CALCASIEU PARISH.
 AV0498
 AV0498                          STATION RECOVERY (1991)
 AV0498
 AV0498'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AV0498'THE STATION IS LOCATED IN THE SABINE MIGRATORY REFUGE, ABOUT 10.8 MI
 AV0498'(17.4 KM) SOUTH FROM THE VILLAGE OF HACKBERRY, 6.75 MI (10.86 KM)
 AV0498'NORTH FROM THE VILLAGE OF HOLLY BEACH AND 3.0 MI (4.8 KM) SOUTHWEST
 AV0498'FROM THE REFUGE HEADQUARTERS BUILDINGS.  OWNERSHIP--SABINE MIGRATORY
 AV0498'REFUGE.
 AV0498'TO REACH THE STATION FROM THE DRAW BRIDGE IN HACKBERRY, GO SOUTH FOR
 AV0498'13.2 MI (21.2 KM) ON STATE HIGHWAY 27 TO A PARKING AREA ON THE LEFT,
 AV0498'AT THE NORTH END OF THE BRIDGE OVER BIG CROSS MARAIS CANAL, AND THE
 AV0498'STATION IN THE GRASSY AREA BETWEEN THE PARKING AREA AND A DRAINAGE
 AV0498'DITCH.
 AV0498'THE STATION IS 132.0 FT (40.2 M) SOUTHEAST FROM THE CENTER OF THE
 AV0498'HIGHWAY, 80.5 FT (24.5 M) SOUTHEAST FROM A POWER POLE, 31.0 FT
 AV0498'(9.4 M) SOUTHEAST FROM THE CENTER OF A PAVED DRIVE TO THE PARKING
 AV0498'AREA, 30.0 FT (9.1 M) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 AV0498'DRAINAGE DITCH, 1.0 FT (0.3 M) SOUTH-SOUTHWEST FROM A METAL WITNESS
 AV0498'POST WITH A SIGN ATTACHED, 1.0 FT (0.3 M) NORTHEAST FROM A FIBERGLASS
 AV0498'WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 AV0498'HIGHWAY.
 AV0498
 AV0498                          STATION RECOVERY (1992)
 AV0498
 AV0498'RECOVERED 1992
 AV0498'RECOVERED IN GOOD CONDITION.
 AV0498
 AV0498                          STATION RECOVERY (1993)
 AV0498
 AV0498'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AV0498'RECOVERED IN GOOD CONDITION.
 AV0498
 AV0498                          STATION RECOVERY (2002)
 AV0498
 AV0498'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 AV0498'RECOVERED IN GOOD CONDITION.  AN ORANGE CARSONITE WITNESS POST WAS
 AV0498'INSTALLED 3 FEET SOUTHEAST OF THE STATION BY RMJ.
 AV0498
 AV0498                          STATION RECOVERY (2004)
 AV0498
 AV0498'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AV0498'RECOVERED IN GOOD CONDITION.
 AV0498
 AV0498                          STATION RECOVERY (2005)
 AV0498
 AV0498'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLW)
 AV0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2619 ***********************************************************************
 AU2619  DESIGNATION -  REGAL 1955
 AU2619  PID         -  AU2619
 AU2619  STATE/COUNTY-  LA/IBERIA
 AU2619  USGS QUAD   -  WEEKS (1994)
 AU2619
 AU2619                         *CURRENT SURVEY CONTROL
 AU2619  ___________________________________________________________________
 AU2619* NAD 83(1992)-  29 47 51.19016(N)    091 51 00.57520(W)     ADJUSTED  
 AU2619* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2619  **This station is located in a subsidence area (see below).
 AU2619  ___________________________________________________________________
 AU2619  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2619  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AU2619
 AU2619  HORZ ORDER  -  THIRD
 AU2619
 AU2619.The horizontal coordinates were established by classical geodetic methods
 AU2619.and adjusted by the National Geodetic Survey in January 1993..
 AU2619
 AU2619 ** The orthometric height has not been validated since last determined
 AU2619 ** by differential leveling and should not be used for control purposes.
 AU2619 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2619 ** area with valid NAVD 88 orthometric heights.
 AU2619 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2619 ** epoch indicated which incorporates improved geoid heights for the
 AU2619 ** Southern Louisiana Subsidence area.
 AU2619 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2619.The orthometric height was scaled from a topographic map.
 AU2619
 AU2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2619
 AU2619.The geoid height was determined by GEOID03.
 AU2619
 AU2619;                    North         East     Units Scale Factor Converg.
 AU2619;SPC LA S     -   143,939.289   950,036.001   MT  0.99993200   -0 15 30.3
 AU2619;SPC LA S     -   472,240.82  3,116,909.78   sFT  0.99993200   -0 15 30.3
 AU2619;UTM  15      - 3,296,907.083   611,127.635   MT  0.99975237   +0 34 17.2
 AU2619
 AU2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2619!SPC LA S     -   1.00000412  x   0.99993200  =   0.99993612
 AU2619!UTM  15      -   1.00000412  x   0.99975237  =   0.99975649
 AU2619
 AU2619:                Primary Azimuth Mark                     Grid Az
 AU2619:SPC LA S     -  CLUB HOUSE CHIMNEY                       036 34 09.6
 AU2619:UTM  15      -  CLUB HOUSE CHIMNEY                       035 44 22.1
 AU2619
 AU2619|---------------------------------------------------------------------|
 AU2619| PID    Reference Object                     Distance      Geod. Az  |
 AU2619|                                                           dddmmss.s |
 AU2619| AU2616 CLUB HOUSE CHIMNEY                  APPROX. 3.1 KM 0361839.3 |
 AU2619| AU2618 WEEKS IS MORTON SALT CO TANK        APPROX. 4.1 KM 0764700.3 |
 AU2619| AU2617 CYPREMORT PLANTATION STK            APPROX. 7.8 KM 1084243.7 |
 AU2619| AU2587 FLOATING RIG B                      APPROX.14.7 KM 2044247.9 |
 AU2619| AU2630 AVERY ISLAND SALT WORKS TANK        APPROX.12.2 KM 3315126.1 |
 AU2619|---------------------------------------------------------------------|
 AU2619
 AU2619                          SUPERSEDED SURVEY CONTROL
 AU2619
 AU2619  NAD 83(1986)-  29 47 51.21110(N)    091 51 00.56853(W) AD(       ) 3
 AU2619  NAD 27      -  29 47 50.46900(N)    091 51 00.14800(W) AD(       ) 3
 AU2619
 AU2619.Superseded values are not recommended for survey control.
 AU2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2619.See file dsdata.txt to determine how the superseded data were derived.
 AU2619
 AU2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1112896907(NAD 83)
 AU2619_MARKER: DS = TRIANGULATION STATION DISK
 AU2619_SETTING: 0 = UNSPECIFIED SETTING
 AU2619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2619
 AU2619  HISTORY     - Date     Condition        Report By
 AU2619  HISTORY     - 1955     MONUMENTED       CGS
 AU2619
 AU2619                          STATION DESCRIPTION
 AU2619
 AU2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2619'STATION IS LOCATED NEAR MUD POINT, WHICH IS THE NE POINT OF
 AU2619'SHARK ISLAND BETWEEN VERMILION BAY AND WEEKS BAY, ON THE
 AU2619'N BANK OF THE NORTHERLY OF TWO SMALL BAYOUS, THE FIRST BAYOU
 AU2619'ON THE E SHORE OF SHARK ISLAND TO THE S OF MUD POINT AND
 AU2619'APPROXIMATELY 1300 FEET S OF THE POINT, APPROXIMATELY 500 FEET
 AU2619'FROM THE MOUTH OF THE BAYOU, 30 FEET N OF THE N SHORE OF THE
 AU2619'BAYOU AND 43 FEET NW OF THE CENTER OF THE MOUTH OF A SMALL
 AU2619'BRANCH BAYOU LEADING N.  A STANDARD DISK, STAMPED REGAL 1955,
 AU2619'IN THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1337 ***********************************************************************
 AT1337  DESIGNATION -  REGGIO
 AT1337  PID         -  AT1337
 AT1337  STATE/COUNTY-  LA/ST BERNARD
 AT1337  USGS QUAD   -  DELACROIX (1994)
 AT1337
 AT1337                         *CURRENT SURVEY CONTROL
 AT1337  ___________________________________________________________________
 AT1337* NAD 83(1992)-  29 50 09.19039(N)    089 45 17.54255(W)     ADJUSTED  
 AT1337* NAVD 88     -         0.6  **(meters)       2.   **(feet)  VERTCON   
 AT1337  **This station is located in a subsidence area (see below).
 AT1337  ___________________________________________________________________
 AT1337  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AT1337  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AT1337
 AT1337  HORZ ORDER  -  FIRST
 AT1337
 AT1337.The horizontal coordinates were established by classical geodetic methods
 AT1337.and adjusted by the National Geodetic Survey in January 1993..
 AT1337
 AT1337 ** The orthometric height has not been validated since last determined
 AT1337 ** by differential leveling and should not be used for control purposes.
 AT1337 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1337 ** area with valid NAVD 88 orthometric heights.
 AT1337 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1337 ** epoch indicated which incorporates improved geoid heights for the
 AT1337 ** Southern Louisiana Subsidence area.
 AT1337 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1337
 AT1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1337
 AT1337.The geoid height was determined by GEOID03.
 AT1337
 AT1337;                    North         East     Units Scale Factor Converg.
 AT1337;SPC LA S     -   149,126.149 1,152,534.219   MT  0.99992987   +0 47 21.3
 AT1337;SPC LA S     -   489,258.04  3,781,272.68   sFT  0.99992987   +0 47 21.3
 AT1337;UTM  16      - 3,303,785.812   233,810.621   MT  1.00047433   -1 22 17.1
 AT1337
 AT1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1337!SPC LA S     -   1.00000393  x   0.99992987  =   0.99993380
 AT1337!UTM  16      -   1.00000393  x   1.00047433  =   1.00047826
 AT1337
 AT1337:                Primary Azimuth Mark                     Grid Az
 AT1337:SPC LA S     -  SHELL BEACH OIL DERRICK                  055 08 41.7
 AT1337:UTM  16      -  SHELL BEACH OIL DERRICK                  057 18 20.1
 AT1337
 AT1337|---------------------------------------------------------------------|
 AT1337| PID    Reference Object                     Distance      Geod. Az  |
 AT1337|                                                           dddmmss.s |
 AT1337| AT1269 SHELL BEACH OIL DERRICK             APPROX. 7.2 KM 0555603.0 |
 AT1337| DD8005 REGGIO RM 2                          26.241 METERS 14343     |
 AT1337| DD8003 REGGIO AZ MK                                       1672745.9 |
 AT1337| AT1339 LAKE LERY OIL DERRICK               APPROX. 5.9 KM 2264347.2 |
 AT1337| DD8004 REGGIO RM 1                          25.299 METERS 22910     |
 AT1337|---------------------------------------------------------------------|
 AT1337
 AT1337                          SUPERSEDED SURVEY CONTROL
 AT1337
 AT1337  NAD 83(1986)-  29 50 09.20111(N)    089 45 17.54363(W) AD(       ) 1
 AT1337  NAD 27      -  29 50 08.45100(N)    089 45 17.32900(W) AD(       ) 1
 AT1337  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AT1337
 AT1337.Superseded values are not recommended for survey control.
 AT1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1337.See file dsdata.txt to determine how the superseded data were derived.
 AT1337
 AT1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3381103786(NAD 83)
 AT1337_MARKER: DS = TRIANGULATION STATION DISK
 AT1337_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1337_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1337
 AT1337  HISTORY     - Date     Condition        Report By
 AT1337  HISTORY     - 1934     MONUMENTED       CGS
 AT1337  HISTORY     - 1936     GOOD             LAGS
 AT1337  HISTORY     - 1952     GOOD             CGS
 AT1337  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1337  HISTORY     - 1972     GOOD             NGS
 AT1337  HISTORY     - 19840511 MARK NOT FOUND   LOCSUR
 AT1337
 AT1337                          STATION DESCRIPTION
 AT1337
 AT1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT1337'ABOUT 1.2 MILES
 AT1337'FROM THE TOWN OF
 AT1337'REGGIO FROM THE JUNCTION OF THE YSCLOSKEY AND
 AT1337'REGGIO HIGHWAYS, 109 METERS (358 FEET) E OF THE HIGHWAY, ON THE
 AT1337'CENTER LINE (PRODUCED) OF A SMALL BRIDGE ACROSS THE
 AT1337'CANAL W OF
 AT1337'THE HIGHWAY AND A LINE BETWEEN TWO RESIDENCES (E OF THE HIGHWAY),
 AT1337'ON PROPERTY
 AT1337'BELONGING TO A MRS. MARY ACOSTA, 35 METERS (115 FEET)
 AT1337'N OF ONE PROPERTY LINE FENCE,
 AT1337'AND 95 METERS (312 FEET) S OF ANOTHER
 AT1337'PROPERTY LINE FENCE.  THE STATION IS MARKED BY A
 AT1337'STANDARD BRONZE
 AT1337'DISK SET IN CONCRETE AT THE TOP OF TILES, AND PROJECTS
 AT1337'8 INCHES ABOVE THE SURFACE OF THE GROUND.  REFERENCE
 AT1337'MARK NO. 1 IS A STANDARD BRONZE
 AT1337'REFERENCE DISK SET IN CONCRETE
 AT1337'AT THE TOP OF TILE, IS
 AT1337'25.311 METERS
 AT1337'(83.04 FEET) FROM THE STATION S 49 DEG 08 MIN W.
 AT1337'REFERENCE MARK NO. 2
 AT1337'IS A STANDARD BRONZE REFERENCE DISK SET IN CONCRETE AT
 AT1337'THE TOP OF A TILE, IS 26.226 METERS
 AT1337'(86.04 FEET) FROM THE STATION S 36 DEG 16 MIN E THE AZMIMUTH
 AT1337'MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP
 AT1337'OF A TILE,
 AT1337'IS 106 METERS (348 FEET) SW OF
 AT1337'THE STORE OF C. ACOSTA
 AT1337'AT REGGIO, 2 FEET N OF THE FENCE LINE IN
 AT1337'THE GARDEN AT THE REAR OF THE RESIDENCE
 AT1337'OF VICTOR ACOSTA WHICH
 AT1337'IS THE SECOND HOUSE S OF THE ACOSTA STORE, AND 457.2 METERS
 AT1337'(1,500 FEET) FROM THE STATION S 12 DEG 32 MIN E.  THE
 AT1337'DISTANCE BETWEEN THE
 AT1337'REFERENCE MARKS IS 34.951 METERS (114.67 FEET).
 AT1337
 AT1337                          STATION RECOVERY (1936)
 AT1337
 AT1337'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AT1337'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED.
 AT1337'THE STATION IS IN
 AT1337'EXCELLENT CONDITION AND HAS NOT BEEN DISTURBED.
 AT1337
 AT1337                          STATION RECOVERY (1952)
 AT1337
 AT1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1337'STATION, AZIMUTH MARK, AND R.M.S 1 AND 2 RECOVERED
 AT1337'IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS-
 AT1337'
 AT1337'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 32 AND 62,
 AT1337'GO SE ON STATE
 AT1337'HIGHWAY 62 FOR 0.59 MILE TO AN OLD ABANDONED HOUSE
 AT1337'(PROPERTY OF MRS. MARY ACOSTA)
 AT1337'WITH SCATTERED PECAN TREES IN YARD.
 AT1337'STATION IS 358 FEET E OF CENTER LINE OF HIGHWAY
 AT1337'ON LINE WITH REMAINS
 AT1337'OF AN OLD BRIDGE ACROSS CANAL, 78 FEET N OF AN E-W FENCE.
 AT1337'
 AT1337'STATION MARK IS A STANDARD DISK, STAMPED REGGIO 1934, SET
 AT1337'IN THE TOP OF A
 AT1337'10-INCH CONCRETE-FILLED TILE PROJECTING 8 INCHES ABOVE GROUND.
 AT1337'
 AT1337'R.M. 1 IS A STANDARD DISK SET IN A 10-INCH CONCRETE-FILLED
 AT1337'TILE, 45 FEET N OF AN E-W FENCE, 25.311
 AT1337'METERS (83.04 FEET) FROM THE STATION S 49 DEG 08 W.
 AT1337'STAMPED REGGIO NO 1 1934, AND PROJECTING 0.5 FOOT ABOVE GROUND.
 AT1337'
 AT1337'R.M. 2 IS A STANDARD DISK SET IN A 10-INCH CONCRETE-FILLED
 AT1337'TILE, 5 FEET N OF
 AT1337'AN E-W FENCE, 26.226 METERS (86.04 FEET) FROM
 AT1337'STATION S 36 DEG 16 MIN E,
 AT1337'STAMPED REGGIO NO 2 1934, AND PROJECTING 0.5 FOOT ABOVE GROUND.
 AT1337'
 AT1337'AZIMUTH MARK IS A STANDARD DISK, STAMPED REGGIO 1934 AZIMUTH,
 AT1337'SET IN A CONCRETE-FILLED TILE.  IT IS 0.8 MILE ALONG STATE
 AT1337'HIGHWAY 62 FROM
 AT1337'INTERSECTION OF STATE HIGHWAYS 32 AND 62, IN THE
 AT1337'BACK YARD OF AN OLD L-SHAPED
 AT1337'HOUSE, 264 FEET E OF CENTER LINE OF
 AT1337'THE HIGHWAY, 36 FEET W OF A 12-INCH HACKBERRY
 AT1337'TREE, AND 2 FEET N OF THE S FENCE OF PROPERTY.
 AT1337
 AT1337                          STATION RECOVERY (1965)
 AT1337
 AT1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AT1337'THE STATION AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 AT1337'FOUND, AND ARE BELIEVED LOST UNDER 2 FEET OF MUD.
 AT1337'
 AT1337'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 AT1337
 AT1337                          STATION RECOVERY (1972)
 AT1337
 AT1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1337'NO MEASUREMENT BETWEEN RMS DUE TO HEAVY BRUSH ON LINE.
 AT1337'
 AT1337'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 AT1337'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 AT1337'OBSTRUCTED AND NO SUITABLE PLACE WAS FOUND TO SET A NEW AZIMUTH
 AT1337'MARK.  THE STATION SURFACE DISK WAS DEFACED AND WAS NOT LEGIBLE.
 AT1337'REFERENCE MARK 1 WAS FOUND TO BE 0.012 METERS SHORTER AND REFERENCE
 AT1337'MARK 2 WAS FOUND TO BE 0.015 METERS LONGER, AND THE HORIZONTAL
 AT1337'DIRECTION TO REFERENCE MARKS 1 AND 2 WERE ADEQUATE.  DUE TO
 AT1337'HIGHWAY NUMBER CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AT1337'
 AT1337'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF ST BERNARD,
 AT1337'5-1/2 MILES NORTH-NORTHEAST OF DELACROIX AND 4 MILES WEST-SOUTHWEST
 AT1337'OF ALLUVIAL CITY AND IS ON PROPERTY OWNED BY ACOSTA ESTATES, 6725 ST
 AT1337'CLAUDE AVE, ST BERNARD, LOUISIANA.  ATTENTION DR. VAL ACOSTA.
 AT1337'
 AT1337'TO REACH THE STATION FROM THE POST OFFICE IN ST BERNARD, GO EASTERLY
 AT1337'ON STATE HIGHWAY 46 FOR 6.8 MILES TO WHERE THE ROAD FORKS AND
 AT1337'JUNCTION WITH STATE HIGHWAY 300, TAKE RIGHT FORK AND GO SOUTHERLY ON
 AT1337'STATE HIGHWAY 300 FOR 0.55 MILES TO A DRIVEWAY LEADING TO OLD
 AT1337'HOUSE AND STATION ON THE LEFT.  CONTINUE SOUTHERLY ON STATE
 AT1337'HIGHWAY 300 FOR 0.3 MILE TO A DRIVEWAY AND AZIMUTH MARK ON THE LEFT.
 AT1337'
 AT1337'STATION MARK IS A STANDARD DISK AND WAS RESTAMPED REGGIO 1934, IS SET
 AT1337'IN THE TOP OF A 10-INCH CONCRETE-FILLED TILE PROJECTING 4-INCHES
 AT1337'ABOVE THE GROUND SURFACE.  IT IS 338 FEET EAST OF THE CENTER OF STATE
 AT1337'HIGHWAY 300, 63 FEET NORTHWEST OF A 4-INCH WILLOW TREE AND 31
 AT1337'FEET NORTHEAST OF A 4-INCH WILLOW TREE.
 AT1337'
 AT1337'REFERENCE MARK 1, A STANDARD DISK STAMPED REGGIO NO 1 1934, IS SET IN
 AT1337'THE TOP OF A 10-INCH CONCRETE-FILLED TILE PROJECTING 4-INCHES ABOVE
 AT1337'THE GROUND SURFACE.  IT IS 302 FEET EAST OF THE CENTER OF STATE
 AT1337'HIGHWAY 300 AND 58 FEET SOUTHWEST OF A 4-INCH WILLOW TREE.
 AT1337'
 AT1337'REFERENCE MARK 2, A STANDARD DISK STAMPED REGGIO REF NO 2 1934, IS
 AT1337'SET IN THE TOP OF A 10-INCH CONCRETE-FILLED TILE PROJECTING 8-INCHES
 AT1337'ABOVE THE GROUND SURFACE.  IT IS 373 FEET EAST OF THE CENTER OF
 AT1337'STATE HIGHWAY 300 AND 26 FEET SOUTHEAST OF A 4-INCH WILLOW
 AT1337'TREE.
 AT1337'
 AT1337'AZIMUTH MARK A STANDARD REFERENCE MARK DISK STAMPED REGGIO 1934
 AT1337'AZIMUTH, IS SET IN THE TOP OF A 10-INCH CONCRETE-FILLED TILE
 AT1337'PROJECTING 5-INCHES ABOVE THE GROUND SURFACE.  IT IS 264 FEET EAST
 AT1337'OF THE CENTER OF STATE HIGHWAY 300, 114 FEET EAST-SOUTHEAST OF THE
 AT1337'NORTHEAST CORNER OF A HOUSE, 66 FEET SOUTHEAST OF THE SOUTHEAST
 AT1337'CORNER OF A SHED AND 2.5 FEET NORTH-NORTHWEST OF A FENCE.
 AT1337'
 AT1337'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AT1337'
 AT1337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AT1337'WEST-SOUTHWEST OF ALLUVIAL CITY.
 AT1337
 AT1337                          STATION RECOVERY (1984)
 AT1337
 AT1337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (SE)
 AT1337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0804 ***********************************************************************
 AT0804  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0804  FBN         -  This is a Federal Base Network Control Station.
 AT0804  DESIGNATION -  REGGIO 2
 AT0804  PID         -  AT0804
 AT0804  STATE/COUNTY-  LA/ST BERNARD
 AT0804  USGS QUAD   -  DELACROIX (1994)
 AT0804
 AT0804                         *CURRENT SURVEY CONTROL
 AT0804  ___________________________________________________________________
 AT0804* NAD 83(1992)-  29 50 40.71916(N)    089 45 32.43079(W)     ADJUSTED  
 AT0804* NAVD 88     -         1.52 **(meters)       5.0  **(feet)  GPS OBS(2004.65)
 AT0804  **This station is located in a subsidence area (see below).
 AT0804  ___________________________________________________________________
 AT0804  EPOCH DATE  -        2004.65
 AT0804  X           -      23,288.344 (meters)                     COMP
 AT0804  Y           -  -5,536,777.168 (meters)                     COMP
 AT0804  Z           -   3,155,435.922 (meters)                     COMP
 AT0804  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AT0804  ELLIP HEIGHT-         -24.15  (meters)          (06/22/05) GPS OBS
 AT0804  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AT0804  OBS GRAVITY -     979,309.8   (mgal)                       GRAV_OBS
 AT0804
 AT0804  HORZ ORDER  -  B
 AT0804  ELLP ORDER  -  FOURTH    CLASS I
 AT0804
 AT0804.The horizontal coordinates were established by GPS observations
 AT0804.and adjusted by the National Geodetic Survey in June 2005..
 AT0804.The horizontal coordinates are valid at the epoch date displayed above.
 AT0804.The epoch date for horizontal control is a decimal equivalence
 AT0804.of Year/Month/Day.
 AT0804
 AT0804 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0804 ** and geoid heights are valid at the date of observation. These heights
 AT0804 ** must always be validated when used as control.
 AT0804 ** The orthometric height was determined by GPS observations using
 AT0804 ** precise GPS observation and processing techniques and a new
 AT0804 ** realization of GEOID03. It supersedes the leveled height previously
 AT0804 ** determined for this station.
 AT0804 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0804 ** epoch indicated which incorporates improved geoid heights for the
 AT0804 ** Southern Louisiana Subsidence area.
 AT0804 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0804.The orthometric height was determined by GPS observations and a
 AT0804.high-resolution geoid model using precise GPS observation and
 AT0804.processing techniques. It supersedes the leveled height previously
 AT0804.determined for this station.
 AT0804
 AT0804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0804
 AT0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0804
 AT0804.The ellipsoidal height was determined by GPS observations
 AT0804.and is referenced to NAD 83.
 AT0804
 AT0804.The geoid height was determined by GEOID03.
 AT0804.The observed gravity was obtained from relative gravimeter ties
 AT0804.to the IGSN71 gravity network.
 AT0804
 AT0804;                    North         East     Units Scale Factor Converg.
 AT0804;SPC LA S     -   150,091.312 1,152,121.263   MT  0.99992944   +0 47 13.9
 AT0804;SPC LA S     -   492,424.58  3,779,917.84   sFT  0.99992944   +0 47 13.9
 AT0804;UTM  16      - 3,304,766.395   233,434.144   MT  1.00047681   -1 22 25.8
 AT0804
 AT0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0804!SPC LA S     -   1.00000379  x   0.99992944  =   0.99993323
 AT0804!UTM  16      -   1.00000379  x   1.00047681  =   1.00048060
 AT0804
 AT0804                          SUPERSEDED SURVEY CONTROL
 AT0804
 AT0804  NAD 83(1992)-  29 50 40.71916(N)    089 45 32.43101(W) AD(       ) B
 AT0804  ELLIP H (12/29/04)  -24.13   (m)                       GP(       ) 4 1
 AT0804  ELLIP H (06/20/00)  -24.12   (m)                       GP(       ) 3 1
 AT0804  ELLIP H (01/21/93)  -24.10   (m)                       GP(       ) 4 2
 AT0804  NAD 83(1992)-  29 50 40.71874(N)    089 45 32.43093(W) AD(       ) A
 AT0804  ELLIP H (09/04/92)  -24.10   (m)                       GP(       ) 3 1
 AT0804  NAD 83(1986)-  29 50 40.73696(N)    089 45 32.43028(W) AD(       ) 1
 AT0804  NAD 27      -  29 50 39.98989(N)    089 45 32.20535(W) AD(       ) 1
 AT0804  NAVD 88 (02/14/94)    1.714  (m)            5.62   (f) READJUSTED  3  
 AT0804  NGVD 29 (02/23/90)    1.82   (m)            6.0    (f) LEVELING    3  
 AT0804
 AT0804.Superseded values are not recommended for survey control.
 AT0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0804.See file dsdata.txt to determine how the superseded data were derived.
 AT0804
 AT0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3343404766(NAD 83)
 AT0804_MARKER: F = FLANGE-ENCASED ROD
 AT0804_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AT0804_SP_SET: STAINLESS STEEL ROD
 AT0804_STAMPING: REGGIO 2 1987
 AT0804_MARK LOGO: NGS   
 AT0804_PROJECTION: FLUSH
 AT0804_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AT0804+STABILITY: POSITION/ELEVATION WELL
 AT0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0804+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 AT0804_ROD/PIPE-DEPTH: 20.7 meters
 AT0804_SLEEVE-DEPTH  : 1 meters
 AT0804
 AT0804  HISTORY     - Date     Condition        Report By
 AT0804  HISTORY     - 1987     MONUMENTED       LADTD
 AT0804  HISTORY     - 1988     GOOD             BUN-Y
 AT0804  HISTORY     - 19880920 GOOD             LADTD
 AT0804  HISTORY     - 19890119 GOOD
 AT0804  HISTORY     - 19910903 GOOD             LADTD
 AT0804  HISTORY     - 19920316 GOOD
 AT0804  HISTORY     - 19920330 GOOD
 AT0804  HISTORY     - 19940620 GOOD             LADTD
 AT0804  HISTORY     - 19960215 GOOD             NGS
 AT0804  HISTORY     - 19980217 GOOD             NGS
 AT0804  HISTORY     - 19980311 GOOD             NGS
 AT0804  HISTORY     - 20030402 GOOD             3001
 AT0804  HISTORY     - 20030820 GOOD             INDIV
 AT0804  HISTORY     - 20040419 GOOD             NGS
 AT0804  HISTORY     - 20060124 GOOD             3001
 AT0804
 AT0804                          STATION DESCRIPTION
 AT0804
 AT0804'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AT0804'THE STATION IS LOCATED IN THE NORTHEAST END OF REGGIO ON STATE
 AT0804'HIGHWAY 46.
 AT0804'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AT0804'
 AT0804'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 300 AND 46
 AT0804'IN REGGIO GO NORTHWEST FOR 0.46 KM (0.3 MI) ON HIGHWAY 46 TO THE
 AT0804'FAR END OF THE BRIDGE AND THE STATION ON THE RIGHT.
 AT0804'
 AT0804'THE STATION IS A STANDARD VERTICAL DATUM POINT ATTACHED TO A
 AT0804'STAINLESS STEEL ROD ACCESSED THROUGH A LOGO CAP
 AT0804'STAMPED---REGGIO 2 1987---,
 AT0804'7.6 METERS (24.9 FT) NORTHEAST FROM THE CENTER OF THE NORTH BOUND
 AT0804'LANES OF THE HIGHWAY,
 AT0804'1.1 METERS (5.6 FT) NORTH FROM THE NORTH END OF THE BANNISTER,
 AT0804'0.7 METERS (2.3 FT) NORTHEAST FROM A BRIDGE CURB,
 AT0804'0.5 METERS (1.6 FT) WEST FROM THE NORTH CORNER OF THE ABUTMENT WING
 AT0804'AND
 AT0804'1.2 METERS (4 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 AT0804
 AT0804                          STATION RECOVERY (1988)
 AT0804
 AT0804'RECOVERY NOTE BY BURK AND N-Y 1988
 AT0804'0.5 KM (0.30 MI) NW FROM REGGIO.
 AT0804'LOCATED 0.48 KM (0.30 MI) NORTHWEST ALONG STATE HIGHWAY 46 FROM THE
 AT0804'CROSSROADS AT REGGIO, TO THE WEST END OF THE BRIDGE AND THE MARK ON
 AT0804'THE RIGHT.  IT IS 7.62 M (25.0 FT) NORTH OF THE CENTERLINE OF THE
 AT0804'EAST-BOUND LANE, 1.07 M (3.5 FT) NORTHWEST OF THE NORTHWEST END OF
 AT0804'THE BANNISTER, 0.67 M (2.2 FT) NORTHEAST OF THE BRIDGE CURB AND 0.46
 AT0804'M (1.5 FT) FROM THE NORTH CORNER OF THE ABUTMENT WING.  NOTE--ACCESS
 AT0804'TO DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP,
 AT0804'(THIS IS A 3-D GPS STATION MARK).
 AT0804
 AT0804                          STATION RECOVERY (1988)
 AT0804
 AT0804'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AT0804'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF REGGIO ON STATE
 AT0804'HIGHWAY 46.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AT0804'DEVELOPMENT.
 AT0804'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 300 AND 46 IN
 AT0804'REGGIO GO NORTHWEST FOR 0.46 KM (0.30 MI) ON HIGHWAY 46 TO THE FAR END
 AT0804'OF THE BRIDGE AND THE STATION ON THE RIGHT.
 AT0804'THE STATION IS A STAINLESS STEEL ROD ACCESSED THROUGH A LOGO CAP, 7.6
 AT0804'M (24.9 FT) NORTHEAST FROM THE CENTER OF THE NORTH BOUND LANES OF THE
 AT0804'HIGHWAY, 1.1 M (3.6 FT) NORTH FROM THE NORTH END OF THE BANISTER, 0.7
 AT0804'M (2.3 FT) NORTHEAST FROM A BRIDGE CURB, 0.5 M (1.6 FT) WEST FROM THE
 AT0804'NORTH CORNER OF THE ABUTMENT WING AND 1.2 M (3.9 FT) NORTH FROM A
 AT0804'FIBERGLASS WITNESS POST.
 AT0804
 AT0804                          STATION RECOVERY (1989)
 AT0804
 AT0804'RECOVERED 1989
 AT0804'RECOVERED IN GOOD CONDITION.
 AT0804
 AT0804                          STATION RECOVERY (1991)
 AT0804
 AT0804'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AT0804'THE STATION IS LOCATED IN THE NORTHEAST END OF REGGIO ON STATE HIGHWAY
 AT0804'46.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AT0804'DEVELOPMENT.
 AT0804'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 300 IN
 AT0804'REGGIO, GO NORTHWEST FOR 0.3 MI (0.5 KM) ON HIGHWAY 46 TO THE NORTH
 AT0804'END OF A BRIDGE AND THE STATION SET ON THE RIGHT.
 AT0804'THE STATION IS 25.0 FT (7.6 M) NORTHEAST FROM THE CENTER OF THE NORTH
 AT0804'BOUND LANES OF THE HIGHWAY, 5.5 FT (1.7 M) NORTH FROM THE NORTH END
 AT0804'OF THE BANNISTER, 2.0 FT (0.6 M) NORTHEAST FROM A BRIDGE CURB, 1.5 FT
 AT0804'(0.5 M) WEST FROM THE NORTH CORNER OF THE NORTH BOUND BRIDGE
 AT0804'ABUTMENT, 1.5 FT (0.5 M) NORTHWEST FROM A FIBERGLASS WITNESS POST,
 AT0804'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 AT0804
 AT0804                          STATION RECOVERY (1992)
 AT0804
 AT0804'RECOVERED 1992
 AT0804'RECOVERED IN GOOD CONDITION.
 AT0804
 AT0804                          STATION RECOVERY (1992)
 AT0804
 AT0804'RECOVERED 1992
 AT0804'RECOVERED IN GOOD CONDITION.
 AT0804
 AT0804                          STATION RECOVERY (1994)
 AT0804
 AT0804'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (SLC)
 AT0804'RECOVERED AS DESCRIBED.
 AT0804
 AT0804                          STATION RECOVERY (1996)
 AT0804
 AT0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 AT0804'RECOVERED AS DESCRIBED.
 AT0804
 AT0804                          STATION RECOVERY (1998)
 AT0804
 AT0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AT0804'RECOVERED AS DESCRIBED.  NOTE--THE PREVIOUS DESCRIPTION INCORRECTLY
 AT0804'STATES THE ROD HAS NO SLEEVE.
 AT0804
 AT0804                          STATION RECOVERY (1998)
 AT0804
 AT0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AT0804'RECOVERED AS DESCRIBED.  NOTE--THE PREVIOUS DESCRIPTION INCORRECTLY
 AT0804'STATES THE ROD HAS NO SLEEVE.
 AT0804
 AT0804                          STATION RECOVERY (2003)
 AT0804
 AT0804'RECOVERY NOTE BY 3001, INC 2003 (MH)
 AT0804'THE STATION IS LOCATED NORTHWEST OF REGGIO ON LA HWY 46, 14.09 MILES
 AT0804'SOUTHEAST OF  INTERSECTION OF LA HWY 47 AND HWY 39 IN CHALMETTE, LA.
 AT0804'6.95 MILES EAST SOUTHEAST OF  INTERSECTION OF HWY 39 AND HWY 46 IN ST.
 AT0804'BERNARD, 4.83 MILES WEST OF THE END OF HWY 46 IN  SHELL BEACH.
 AT0804' 
 AT0804'OWNERSHIP- LA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT
 AT0804' 
 AT0804'TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 300 AND HWY 46 IN
 AT0804'REGGIO HEAD  NORTHWEST FOR 0.3 MILES ON HWY 46, TO THE NORTHEAST
 AT0804'CORNER OF A BRIDGE AND THE MARK IS   ON THE RIGHT.
 AT0804' 
 AT0804'THE STATION IS 25.0 FT. NORTHEAST OF CENTERLINE OF NORTH BOUND LANES
 AT0804'OF HWY, 3.6 FT.  NORTH FROM NORTH END OF BRIDGE CONCRETE RAIL, 2.1 FT.
 AT0804'NORTHEAST OF A CONCRETE CURB, 1.5  FT. NORTHWEST OF A CONCRETE
 AT0804'ABUTMENT WING. STATION IS A STAINLESS STEEL ROD ACCESSED  THROUGH A
 AT0804'LOGO CAP STAMPED- REGGIO2 1987, FLUSH WITH TOP OF LOGO SLEEVE COVER
 AT0804'MISSING  OTHERWISE IN GOOD CONDITION.
 AT0804
 AT0804                          STATION RECOVERY (2003)
 AT0804
 AT0804'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JCJ)
 AT0804'RECOVERED IN GOOD CONDITION.
 AT0804
 AT0804                          STATION RECOVERY (2004)
 AT0804
 AT0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0804'RECOVERED AS DESCRIBED
 AT0804
 AT0804                          STATION RECOVERY (2006)
 AT0804
 AT0804'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 AT0804'THE STATION IS LOCATED ST. BERNARD PARISH NEAR THE COMMUNITY OF
 AT0804'REGGIO, 13.95 MILES SE OF CHALMETTE. OWNERSHIP - LOUISIANA DEPARTMENT
 AT0804'OF HWYS.
 AT0804' 
 AT0804'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 47 AND 39 IN
 AT0804'CHALMETTE, GO SE ON HIGHWAY 39 FOR 8.25 MILES TO HIGHWAY 46 ON THE
 AT0804'LEFT.  TURN LEFT ON HIGHWAY 46 AND GO 7.6 MILES TO THE MARK ON THE
 AT0804'LEFT.  THE STATION IS 25.0 FEET NE OF OF THE HIGHWAY 46 NORTHBOUND
 AT0804'LANES, 3.6 FEET NORTH OF THE NORTH END OF THE NW CORNER OF A BRIDGE
 AT0804'CONCRETE RAIL, 2.1 FEET NE OF A CONCRETE CURB, 1.5 FEET NW OF A
 AT0804'CONCRETE ABUTMENT WINGWALL. THE MARK IS A STAINLESS STEEL ROD WITH
 AT0804'ACCESS THROUGH A LOGO CAP STAMPED REGGIO 2 1987.  NOTE THE COVER IS
 AT0804'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1764 ***********************************************************************
 CQ1764  DESIGNATION -  REID
 CQ1764  PID         -  CQ1764
 CQ1764  STATE/COUNTY-  LA/CADDO
 CQ1764  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1764
 CQ1764                         *CURRENT SURVEY CONTROL
 CQ1764  ___________________________________________________________________
 CQ1764* NAD 83(1992)-  32 28 18.35398(N)    093 48 02.54165(W)     ADJUSTED  
 CQ1764* NAVD 88     -        84.592  (meters)     277.53   (feet)  ADJUSTED  
 CQ1764  ___________________________________________________________________
 CQ1764  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CQ1764  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1764  DYNAMIC HT  -          84.497 (meters)     277.22  (feet)  COMP
 CQ1764  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 CQ1764
 CQ1764  HORZ ORDER  -  FIRST
 CQ1764  VERT ORDER  -  FIRST     CLASS II
 CQ1764
 CQ1764.The horizontal coordinates were established by classical geodetic methods
 CQ1764.and adjusted by the National Geodetic Survey in February 1996..
 CQ1764
 CQ1764.The orthometric height was determined by differential leveling
 CQ1764.and adjusted by the National Geodetic Survey in June 1991..
 CQ1764
 CQ1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1764
 CQ1764.The geoid height was determined by GEOID03.
 CQ1764
 CQ1764.The dynamic height is computed by dividing the NAVD 88
 CQ1764.geopotential number by the normal gravity value computed on the
 CQ1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1764.degrees latitude (g = 980.6199 gals.).
 CQ1764
 CQ1764.The modeled gravity was interpolated from observed gravity values.
 CQ1764
 CQ1764;                    North         East     Units Scale Factor Converg.
 CQ1764;SPC LA N     -   219,357.136   877,733.345   MT  0.99996136   -0 41 15.7
 CQ1764;SPC LA N     -   719,674.20  2,879,696.82   sFT  0.99996136   -0 41 15.7
 CQ1764;UTM  15      - 3,593,011.515   424,757.804   MT  0.99966981   -0 25 47.7
 CQ1764
 CQ1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1764!SPC LA N     -   0.99999080  x   0.99996136  =   0.99995216
 CQ1764!UTM  15      -   0.99999080  x   0.99966981  =   0.99966061
 CQ1764
 CQ1764|---------------------------------------------------------------------|
 CQ1764| PID    Reference Object                     Distance      Geod. Az  |
 CQ1764|                                                           dddmmss.s |
 CQ1764| CQ1765 REID RM 1                           150.000 METERS 00138     |
 CQ1764| CQ2228 VANCE RM 3                          APPROX.15.2 KM 0245250.8 |
 CQ1764| CQ3294 SHREVEPORT SW GAS+ELEC W STK        APPROX. 6.3 KM 0350822.3 |
 CQ1764| CQ3293 SHREVEPORT SW GAS+ELEC E STK        APPROX. 6.3 KM 0351126.9 |
 CQ1764| CQ3292 SHREVEPORT SW GAS+ELEC CON STK      APPROX. 6.7 KM 0423838.0 |
 CQ1764| CQ3290 SHREVEPORT FIRST BAP CH SPIRE       APPROX. 6.5 KM 0454658.2 |
 CQ1764| CQ3291 SHREVEPORT MUN AUDITORIUM FLAG      APPROX. 6.0 KM 0481236.5 |
 CQ1764| CQ3183 SHREVEPORT FAIRPARK HS SPIRE        APPROX. 1.2 KM 0492027.8 |
 CQ1764| CQ3198 KCS RR SHOPS CONCRETE STACK         APPROX. 3.8 KM 0510604.5 |
 CQ1764| CQ3289 SHREVEPORT CHARITY HOSP SPIPE       APPROX. 5.4 KM 0524140.1 |
 CQ1764| CQ3194 SHREVEPORT CADDO STORAGE CO TK      APPROX. 5.1 KM 0565824.4 |
 CQ1764| CQ3188 SHREVEPORT FERTILIZ WKS HI TK       APPROX. 3.6 KM 0633101.2 |
 CQ1764| CQ3266 BOSSIER CITY MUNICIPAL TANK         APPROX.10.6 KM 0683657.2 |
 CQ1764| CQ3143 BARKSDALE AFB WATER TANK 1          APPROX.10.7 KM 0734740.7 |
 CQ1764| CQ3200 HIGHLAND BAPTIST CHURCH SPIRE       APPROX. 4.5 KM 0801714.5 |
 CQ1764| CQ3184 9C009                               285.940 METERS 08156     |
 CQ1764| CQ1766 REID RM 2                            34.000 METERS 09956     |
 CQ1764| CQ3199 SHREVEPORT MUNICIPAL TANK           APPROX. 4.8 KM 1060352.8 |
 CQ1764| CX6166 REID RM 3                            19.175 METERS 11037     |
 CQ1764| CQ3186 SHREVEPORT CRYSTAL OIL CO STK       APPROX. 4.4 KM 1240702.9 |
 CQ1764| CQ3197 SHREVEPORT CREOSOTING CO TANK       APPROX. 5.4 KM 1314414.0 |
 CQ1764| CQ3187 SHREVEPORT LIBBY O GLASS CO TK      409.666 METERS 1405122.8 |
 CQ1764| CQ3201 REID 2                               15.550 METERS 15330     |
 CQ1764| CQ3207 SHREVEPORT N BASE RM 3              APPROX. 7.4 KM 1751102.6 |
 CQ1764| CX6167 REID RM 4                            20.855 METERS 22102     |
 CQ1764| CQ3230 PARISH FARM WATER TANK              APPROX.10.5 KM 2513544.4 |
 CQ1764| CQ3190 SHREVEPORT COUNTRY CLUB TANK        APPROX. 1.0 KM 3132825.9 |
 CQ1764| CQ3288 ROY                                 APPROX.14.1 KM 3371348.5 |
 CQ1764|---------------------------------------------------------------------|
 CQ1764
 CQ1764                          SUPERSEDED SURVEY CONTROL
 CQ1764
 CQ1764  NAD 83(1992)-  32 28 18.35433(N)    093 48 02.54020(W) AD(       ) 1
 CQ1764  NAD 83(1986)-  32 28 18.36507(N)    093 48 02.53132(W) AD(       ) 1
 CQ1764  NAD 27      -  32 28 17.81300(N)    093 48 01.88700(W) AD(       ) 1
 CQ1764  NGVD 29 (??/??/??)   84.666  (m)          277.77   (f) ADJUSTED    1 2
 CQ1764
 CQ1764.Superseded values are not recommended for survey control.
 CQ1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1764.See file dsdata.txt to determine how the superseded data were derived.
 CQ1764
 CQ1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2475893012(NAD 83)
 CQ1764_MARKER: DS = TRIANGULATION STATION DISK
 CQ1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1764_STAMPING: REID 1930
 CQ1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1764+STABILITY: SURFACE MOTION
 CQ1764
 CQ1764  HISTORY     - Date     Condition        Report By
 CQ1764  HISTORY     - 1930     MONUMENTED       CGS
 CQ1764  HISTORY     - 1935     GOOD             LAGS
 CQ1764  HISTORY     - 1950     GOOD             CGS
 CQ1764  HISTORY     - 1953     GOOD             CGS
 CQ1764  HISTORY     - 1954     GOOD             CGS
 CQ1764  HISTORY     - 1955     GOOD             CGS
 CQ1764  HISTORY     - 1964     GOOD             CGS
 CQ1764  HISTORY     - 1965     GOOD             CGS
 CQ1764  HISTORY     - 1966     GOOD             CGS
 CQ1764  HISTORY     - 1966     GOOD             CGS
 CQ1764  HISTORY     - 1969     GOOD             CGS
 CQ1764  HISTORY     - 1971     GOOD             NGS
 CQ1764  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 CQ1764  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1764  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1764
 CQ1764                          STATION DESCRIPTION
 CQ1764
 CQ1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ1764'ON HIGHWAY 80, 2 MILES W OF ITS JUNCTION WITH HIGHWAY 171,
 CQ1764'IN SW PART OF SHREVEPORT, 0.6 MILE W OF ENTRANCE TO STATE
 CQ1764'FAIR GROUNDS, ON TOP OF A KNOLL, ON HIGHEST LAND IN VICINITY,
 CQ1764'AND ABOUT 150 METERS (492 FEET) S OF HIGHWAY 80, ON LAND
 CQ1764'OWNED BY G.D. REID.  REIDS PLACE MAY BE RECOGNIZED BY THE
 CQ1764'WOODEN GATE AT HEAD OF SMALL CUT ON DRIVEWAY.
 CQ1764'
 CQ1764'STATION IS ABOUT 60 METERS (197 FEET) S BY E OF HOUSE, 9.7
 CQ1764'METERS (32 FEET) W OF CEDAR TREE, THE MIDDLE ONE OF THREE
 CQ1764'IN A ROW, 7.9 METERS (26 FEET) N OF WIRE FENCE ALONG N SIDE
 CQ1764'OF SMALL CULTIVATED FIELD, AND ABOUT 20 METERS (66 FEET)
 CQ1764'W OF AN OLD WELL.
 CQ1764'
 CQ1764'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ1764'DISKS SET IN CONCRETE.
 CQ1764'
 CQ1764'REFERENCE MARK NO. 1 IS 10 METERS (33 FEET) S OF HIGHWAY,
 CQ1764'1/2 METER (2 FEET) S OF FENCE, 27 METERS (89 FEET) E OF
 CQ1764'DRIVEWAY, AND 150 METERS (492 FEET) FROM STATION,
 CQ1764'N 01 DEG 38 MIN 01 E.
 CQ1764'
 CQ1764'REFERENCE MARK NO. 2 IS IN NE CORNER OF SMALL FIELD, AND
 CQ1764'34.00 METERS (111.5 FEET) FROM STATION S 80 DEG 04 MIN W.
 CQ1764
 CQ1764                          STATION RECOVERY (1935)
 CQ1764
 CQ1764'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ1764'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CQ1764'THE DESCRIPTION OF THIS STATION DOES NOT CHECK WITH THE
 CQ1764'ORIGINAL DESCRIPTION.
 CQ1764'
 CQ1764'THE STATION IS LOCATED ON HIGHWAY 80, 2 MILES W OF JUNCTION
 CQ1764'WITH HIGHWAY 171 AND 80 IN SW PART OF SHREVEPORT, LOUISIANA.
 CQ1764'IT IS 0.6 MILE W OF ENTRANCE TO STATE FAIR GROUNDS ON TOP
 CQ1764'OF KNOLL ON HIGHEST LAND IN VICINITY.  IT IS 474 FEET S OF
 CQ1764'CENTER LINE OF HIGHWAY 80, 441 FEET S OF REFERENCE POINT NO.
 CQ1764'1, 111.5 FEET W OF REFERENCE POINT NO. 2, 184 FEET SE OF HOUSE
 CQ1764'PAINTED WHITE AND OWNED BY F.W. AND G.B. REID.  IT IS 77
 CQ1764'FEET SE OF SE CORNER OF SMALL BARN AND IN SMALL CULTIVATED
 CQ1764'FIELD.
 CQ1764'
 CQ1764'REFERENCE MARK NO. 1 IS N OF THE STATION, 32.5 FEET S OF
 CQ1764'HIGHWAY, 2 FEET S OF FENCE AND 88 FEET E OF DRIVEWAY.
 CQ1764'
 CQ1764'REFERENCE MARK NO. 2 IS E OF THE STATION IN NE CORNER OF A
 CQ1764'SMALL FIELD.
 CQ1764
 CQ1764                          STATION RECOVERY (1950)
 CQ1764
 CQ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CQ1764'LOCALITY IS SHREVEPORT.  STATION WAS RECOVERED AS DESCRIBED,
 CQ1764'AND ALL THE MARKS WERE FOUND IN GOOD CONDITION.
 CQ1764
 CQ1764                          STATION RECOVERY (1953)
 CQ1764
 CQ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LVS)
 CQ1764'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CQ1764'
 CQ1764'ON HIGHWAY 80, 2 MI. W OF ITS JUNCTION WITH HIGHWAY 171,
 CQ1764'IN THE SW PART OF SHREVEPORT, 0.6 MI. W OF THE ENTRANCE TO
 CQ1764'THE STATE FAIR GROUNDS, ON THE TOP OF A KNOLL (THE HIGHEST
 CQ1764'LAND IN THE VICINITY), AND ON LAND OWNED BY G.D. REID.  STATION
 CQ1764'IS ABOUT 60 M. (197 FT.) S BY E OF THE REID RESIDENCE, IN
 CQ1764'THE MIDDLE OF A PASTURE, AND 150 FT. SW OF A FENCE CORNER
 CQ1764'N 30 DEG 28 MIN E FROM THE STATION.
 CQ1764
 CQ1764                          STATION RECOVERY (1954)
 CQ1764
 CQ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 CQ1764'STATION IS 4.65 MI. SW ALONG THE ILLINOIS CENTRAL RAILROAD
 CQ1764'FROM UNION STATION AT SHREVEPORT, THENCE 0.25 MI. N ALONG
 CQ1764'EMORY ROAD, THENCE 0.55 MI. E ALONG U.S. HIGHWAY 80, 169
 CQ1764'YD. NW OF THE RAILROAD, 441 FT. SE OF THE HIGHWAY, 139.6 FT. NW OF
 CQ1764'THE NW CORNER OF A COWSHED, 79.8 FT. E OF A FENCE, ON TOP
 CQ1764'OF A SMALL KNOLL, IN THE CENTER OF A PASTURE, A
 CQ1764'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1764'PROJECTS 1.2 FT. ABOVE THE GROUND, AND STAMPED REID 1930.
 CQ1764'
 CQ1764'REFERENCE MARK 1 IS 441 FT. N OF THE TRIANGULATION STATION,
 CQ1764'211 FT. NE OF THE E CORNER OF THE FLAMINGO LOUNGE, 114 FT.
 CQ1764'NE OF A FENCE CORNER, 15 FT. SE OF THE SE CURB OF U.S. HIGHWAY
 CQ1764'80, 2 FT. NW OF A FENCE, 1.1 FT. NW OF A WITNESS POST, 5 FT.
 CQ1764'ABOVE THE LEVEL OF THE HIGHWAY, A REFERENCE-MARK DISK, SET
 CQ1764'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.4 FT. ABOVE
 CQ1764'THE GROUND, AND STAMPED REID NO 1 1930.
 CQ1764'
 CQ1764'REFERENCE MARK 2 IS 111.5 FT. E OF THE TRIANGULATION STATION,
 CQ1764'143 FT. W OF A FENCE, 33.8 FT. NW OF THE NW CORNER OF A
 CQ1764'COWSHED, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 CQ1764'POST WHICH PROJECTS 0.6 FT. ABOVE THE GROUND, AND STAMPED
 CQ1764'REID NO 2 1930.
 CQ1764
 CQ1764                          STATION RECOVERY (1955)
 CQ1764
 CQ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 CQ1764'5.45 MI SW FROM SHREVEPORT.
 CQ1764'4.65 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1764'UNION STATION AT SHREVEPORT, THENCE 0.25 MILE NORTH ALONG EMORY ROAD,
 CQ1764'THENCE 0.55 MILE EAST ALONG U.S. HIGHWAY 80, 169 YARDS NORTHWEST OF
 CQ1764'THE RAILROAD, 441 FEET SOUTHEAST OF THE HIGHWAY, 139.6 FEET NORTHWEST
 CQ1764'OF THE NORTHWEST CORNER OF A COW SHED, 79.8 FEET EAST OF A FENCE, ON
 CQ1764'TOP OF A SMALL KNOLL, IN THE CENTER OF A PASTURE, SET IN THE TOP OF A
 CQ1764'CONCRETE POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 CQ1764
 CQ1764                          STATION RECOVERY (1964)
 CQ1764
 CQ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 CQ1764'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 CQ1764'REFERENCE MARK 2 HAS BEEN DESTROYED.  REFERENCE MARK 1 IS NOW
 CQ1764'2 FEET NORTH OF A FENCE LINE.  THE STATION MARK IS LOCATED
 CQ1764'ON A PLOT OF GROUND BEHIND THE HOME AT 3701 GREENWOOD ROAD
 CQ1764'AND THE RESIDENTS WILL SHOW THE STATION LOCATION.
 CQ1764
 CQ1764                          STATION RECOVERY (1965)
 CQ1764
 CQ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHD)
 CQ1764'STATION AND TWO REFERENCE MARKERS RECOVERED IN GOOD CONDITION.
 CQ1764'DESCRIPTION IS ADEQUATE FOR RECOVERY.  STATION PROJECTS
 CQ1764'ABOUT 1 FOOT ABOVE GROUND AND WAS NOT DISTURBED BY INTERSTATE
 CQ1764'10 CONSTRUCTION TO THE SOUTH.
 CQ1764'
 CQ1764'A LAND TRAVERSE WAS RUN FROM STATION REID TO USC AND GS STA.
 CQ1764'VANCE AND CLOSED EXCEEDINGLY WELL.
 CQ1764
 CQ1764                          STATION RECOVERY (1966)
 CQ1764
 CQ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ1764'THE STATION WAS VISITED 5/10/66.  THE STATION MARK WAS FOUND
 CQ1764'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE DESTROYED
 CQ1764'PRIOR TO THIS DATE.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED
 CQ1764'AT THIS DATE.  NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME,
 CQ1764'HOWEVER THE WEATHER VEIN ON TOP OF THE JEWELLA ELEMENTARY
 CQ1764'SCHOOL, ABOUT 0.25 MILE WEST OF THE STATION, WAS CUT IN AND
 CQ1764'AN AZIMUTH WILL BE DETERMINED WHEN THE LOUISIANA STATE HIGHWAY
 CQ1764'DEPARTMENT TIES INTO THIS STATION WITH A TRAVERSE.  A NEW
 CQ1764'DESCRIPTION FOLLOWS--
 CQ1764'
 CQ1764'THE STATION IS LOCATED IN THE WEST EDGE OF SHREVEPORT, ABOUT
 CQ1764'0.6 MILE WEST OF THE STATE FAIR GROUNDS, BETWEEN INTERSTATE
 CQ1764'HIGHWAY 20 AND U.S. HIGHWAY 80 ON LAND OWNED BY MRS. G.D. REID.
 CQ1764'IN THE SOUTHWEST CORNER OF A PASTURE, 525 FEET SOUTH OF THE
 CQ1764'CENTERLINE OF U.S. HIGHWAY 80, 314.5 FEET SOUTH-SOUTHWEST
 CQ1764'OF THE SOUTHWEST CORNER OF A GARAGE, 180 FEET SOUTHWEST
 CQ1764'OF A TREE THAT IS JUST NORTH OF A LARGE CONCRETE BLOCK, 101
 CQ1764'FEET NORTHEAST OF A FENCE CORNER AND A RIGHT-OF-WAY POST,
 CQ1764'83 FEET SOUTHEAST OF A POWER POLE, 82 FEET EAST OF A FENCE
 CQ1764'LINE, 37.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE FOR
 CQ1764'INTERSTATE HIGHWAY 20 AND 1 FOOT NORTH OF A METAL WITNESS
 CQ1764'POST.  THE MARK IS STAMPED REID 1930 AND PROJECTS 10
 CQ1764'INCHES ABOVE THE GROUND.
 CQ1764'
 CQ1764'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED REID NO 3 1930,
 CQ1764'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES
 CQ1764'ABOVE THE GROUND.  IT IS 196 FEET WEST OF A FENCE CORNER,
 CQ1764'144 FEET EAST OF A FENCE CORNER, 1.5 FEET EAST OF A METAL
 CQ1764'WITNESS POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 CQ1764'
 CQ1764'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED REID NO 4 1930,
 CQ1764'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES
 CQ1764'ABOVE THE GROUND.  IT IS 36 FEET EAST OF A FENCE CORNER,
 CQ1764'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND 1 FOOT EAST OF A
 CQ1764'METAL WITNESS POST.
 CQ1764'
 CQ1764'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 171 AND U.S.
 CQ1764'HIGHWAY 79 AND 80, IN THE WEST PART OF SHREVEPORT, GO WEST
 CQ1764'ON U.S. HIGHWAY 79 AND 80 FOR 0.8 MILE TO THE WEST ENTRANCE
 CQ1764'TO THE STATE FAIR GROUNDS ON THE LEFT.  CONTINUE WEST FOR
 CQ1764'0.3 MILE TO THE INTERSECTION OF STELLA STREET AND U.S. HIGHWAY 79
 CQ1764'AND 80.  CONTINUE WEST, ON THE HIGHWAY, FOR 0.25 MILE TO
 CQ1764'THE DRIVEWAY TO MRS REIDS HOUSE ON THE LEFT.  TURN LEFT
 CQ1764'AND PASS THROUGH GATE INTO A SMALL PASTURE THENCE SOUTH
 CQ1764'TO THE SOUTHWEST CORNER OF THE PASTURE AND THE STATION ON THE
 CQ1764'HIGHEST PART OF HILL.  A TOTAL DISTANCE OF ABOUT 0.1 MILE.
 CQ1764
 CQ1764                          STATION RECOVERY (1966)
 CQ1764
 CQ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ1764'STATION WAS VISITED 10/11/66 AND THE 1966 DESCRIPTION BY
 CQ1764'A.K.H. FOUND TO BE ADEQUATE.
 CQ1764'
 CQ1764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SHREVEPORT
 CQ1764'
 CQ1764'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ1764
 CQ1764                          STATION RECOVERY (1969)
 CQ1764
 CQ1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ1764'THE STATION MARK, REFERENCE MARKS 1, 2, 9C007 (L.D.H.) AND
 CQ1764'9C009 (L.D.H.) WERE RECOVERED AS DESCRIBED IN 1966 BY A.K.H.
 CQ1764'AND WERE FOUND IN GOOD CONDITION.
 CQ1764
 CQ1764                          STATION RECOVERY (1971)
 CQ1764
 CQ1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CQ1764'THE STATION WAS VISITED 3-23-71 AND THE STATION MARK AND
 CQ1764'REFERENCE MARKS NO. 3 AND 4 AND 9C009 (LDH) WERE FOUND IN
 CQ1764'GOOD CONDITION.  THE STATION WAS MOVED AT THIS DATE DUE TO THE
 CQ1764'EXCAVATION FOR A BUILDING OF A DANCING SCHOOL.  THIS WAS
 CQ1764'DONE BY MOVING THE STATION 15.550 METERS SOUTH AND ESTABLISHING
 CQ1764'STATION REID 2 1971.  THE REFERENCE MARKS NO 3 AND NO. 4
 CQ1764'WERE LEFT IN TACT AND USED FOR THE NEW STATION.  THE SURFACE
 CQ1764'AND UNDERGROUND MARKS WERE DESTROYED.  9C009 (LDH) WILL BE
 CQ1764'USED AS THE AZIMUTH MARK FOT THE NEW STATION.  SEE
 CQ1764'DESCRIPTION FOR REID 2 1971.
 CQ1764'
 CQ1764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST
 CQ1764'EDGE OF SHREVESPORT.
 CQ1764
 CQ1764                          STATION RECOVERY (1976)
 CQ1764
 CQ1764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (TB)
 CQ1764'REID 1930 NOT RECOVERED, BELIEVE DESTROYED.
 CQ1764'
 CQ1764'REID NO. 3 1930 RECOVERED.
 CQ1764'
 CQ1764'REID NO 4 1930 RECOVERED.
 CQ1764'
 CQ1764'NEW BLDG. IN AREA, ABOUT 10-15 FEET APPEARS TO HAVE BEEN CUT FROM
 CQ1764'SMALL HILL.  RMS POINT TOWARDS GRADED AREA.
 CQ1764'
 CQ1764'DISTANCE AND DIRECTION FROM NEAREST TOWN--SHREVEPORT, LA.
 CQ1764
 CQ1764                          STATION RECOVERY (1990)
 CQ1764
 CQ1764'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1764'MARK NOT FOUND.
 CQ1764
 CQ1764                          STATION RECOVERY (1999)
 CQ1764
 CQ1764'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1379 ***********************************************************************
 AT1379  DESIGNATION -  REID
 AT1379  PID         -  AT1379
 AT1379  STATE/COUNTY-  LA/ST BERNARD
 AT1379  USGS QUAD   -  CHALMETTE (1994)
 AT1379
 AT1379                         *CURRENT SURVEY CONTROL
 AT1379  ___________________________________________________________________
 AT1379* NAD 83(1992)-  29 55 25.17389(N)    089 55 15.35747(W)     ADJUSTED  
 AT1379* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AT1379  **This station is located in a subsidence area (see below).
 AT1379  ___________________________________________________________________
 AT1379  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AT1379  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AT1379  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AT1379  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 AT1379
 AT1379  HORZ ORDER  -  SECOND
 AT1379
 AT1379.The horizontal coordinates were established by classical geodetic methods
 AT1379.and adjusted by the National Geodetic Survey in January 1993..
 AT1379
 AT1379 ** The orthometric height has not been validated since last determined
 AT1379 ** by differential leveling and should not be used for control purposes.
 AT1379 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1379 ** area with valid NAVD 88 orthometric heights.
 AT1379 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1379 ** epoch indicated which incorporates improved geoid heights for the
 AT1379 ** Southern Louisiana Subsidence area.
 AT1379 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1379.The orthometric height was scaled from a topographic map.
 AT1379
 AT1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1379
 AT1379.The geoid height was determined by GEOID03.
 AT1379
 AT1379.The dynamic height is computed by dividing the NAVD 88
 AT1379.geopotential number by the normal gravity value computed on the
 AT1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1379.degrees latitude (g = 980.6199 gals.).
 AT1379
 AT1379.The modeled gravity was interpolated from observed gravity values.
 AT1379
 AT1379;                    North         East     Units Scale Factor Converg.
 AT1379;SPC LA S     -   158,644.983 1,136,368.017   MT  0.99992665   +0 42 22.4
 AT1379;SPC LA S     -   520,487.75  3,728,234.07   sFT  0.99992665   +0 42 22.4
 AT1379;UTM  16      - 3,313,913.925   218,005.635   MT  1.00058124   -1 27 29.0
 AT1379;UTM  15      - 3,314,313.243   797,268.343   MT  1.00069043   +1 32 13.6
 AT1379
 AT1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1379!SPC LA S     -   1.00000390  x   0.99992665  =   0.99993055
 AT1379!UTM  16      -   1.00000390  x   1.00058124  =   1.00058514
 AT1379!UTM  15      -   1.00000390  x   1.00069043  =   1.00069433
 AT1379
 AT1379|---------------------------------------------------------------------|
 AT1379| PID    Reference Object                     Distance      Geod. Az  |
 AT1379|                                                           dddmmss.s |
 AT1379| DD8008 REID RM 2                            13.201 METERS 12859     |
 AT1379| AT1380 REID LDH 1972 A POINT                10.045 METERS 18505     |
 AT1379| DD8006 REID AZ MK                                         3052333.1 |
 AT1379| DD8007 REID RM 1                            13.233 METERS 30753     |
 AT1379| AT1367 CHALMETTE TV STA WDSU MAST          APPROX. 4.6 KM 3093128.3 |
 AT1379| AT1381 MERAUX WATER TANK                   APPROX. 1.1 KM 3174840.8 |
 AT1379|---------------------------------------------------------------------|
 AT1379
 AT1379                          SUPERSEDED SURVEY CONTROL
 AT1379
 AT1379  NAD 83(1986)-  29 55 25.18693(N)    089 55 15.35651(W) AD(       ) 2
 AT1379  NAD 27      -  29 55 24.44913(N)    089 55 15.11424(W) AD(       ) 2
 AT1379  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 AT1379
 AT1379.Superseded values are not recommended for survey control.
 AT1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1379.See file dsdata.txt to determine how the superseded data were derived.
 AT1379
 AT1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1800613914(NAD 83)
 AT1379_MARKER: DD = SURVEY DISK
 AT1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1379_STAMPING: REID 1972
 AT1379_MARK LOGO: LADHGS
 AT1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1379+STABILITY: SURFACE MOTION
 AT1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1379+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AT1379
 AT1379  HISTORY     - Date     Condition        Report By
 AT1379  HISTORY     - 1972     MONUMENTED       LADH
 AT1379  HISTORY     - 1976     GOOD             NGS
 AT1379  HISTORY     - 19950119 GOOD             NGS
 AT1379
 AT1379                          STATION DESCRIPTION
 AT1379
 AT1379'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AT1379'THE STATION IS LOCATED 3 MILES SOUTHEAST OF CHALMETTE, 4.5 MILES
 AT1379'NORTHWEST OF POYDRAS IN THE SOUTHEAST QUARTER OF SECTION 3, T13S,
 AT1379'R13E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 AT1379'HIGHWAYS.
 AT1379'
 AT1379'TO REACH THE STATION FROM THE INTERSECTION AT STATE HIGHWAYS 46 AND
 AT1379'39 IN THE SMALL TOWN OF POYDRAS, GO NORTH ON HIGHWAY 39 FOR 4.4
 AT1379'MILES.  THE STATION IS SET ON THE RIGHT AND NORTHEAST OF THE
 AT1379'HIGHWAY NEAR A FENCE.
 AT1379'
 AT1379'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ALONG STATE
 AT1379'HIGHWAY 39 FOR 0.4 MILE.  THE MARK IS SET TO THE LEFT AND WEST OF
 AT1379'THE HIGHWAY NEAR A FENCE AND A HIGHWAY RIGHT-OF-WAY MARKER.
 AT1379'
 AT1379'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1379'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1379'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AT1379'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AT1379'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AT1379'STAMPED REID 1972.  THE MARK IS 215 FEET NORTH OF A SHELL ROAD, 48
 AT1379'FEET EAST OF THE CENTER OF STATE HIGHWAY 39, 8 FEET NORTH NORTHEAST
 AT1379'OF TELEPHONE POLE NO. 159, 2 FEET WEST OF A FENCE, AND 1.5
 AT1379'FEET WEST OF A METAL WITNESS POST AND SIGN.
 AT1379'
 AT1379'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1379'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1379'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1379'STAMPED REID R.M. 1 1972.  IT IS 235 FEET NORTH OF A SHELL ROAD,
 AT1379'48 FEET EAST OF THE CENTER OF STATE HIGHWAY 39, 51 FEET SOUTH OF
 AT1379'TELEPHONE POLE NO. 159, 2 FEET WEST OF A FENCE.
 AT1379'
 AT1379'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1379'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1379'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1379'STAMPED REID R.M. 2 1972.  IT IS 195 FEET NORTH OF A SHELL ROAD,
 AT1379'48 FEET EAST OF THE CENTER OF STATE HIGHWAY 39, 35 FEET SOUTH OF
 AT1379'TELEPHONE POLE NO. 159, AND 2 FEET WEST OF A FENCE.
 AT1379'
 AT1379'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1379'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1379'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1379'STAMPED REID AZ. MK. 1972.  IT IS 48 FEET WEST OF THE CENTER OF
 AT1379'STATE HIGHWAY 39, 36 FEET NORTH OF A FENCE CORNER, 23 FEET SOUTH OF
 AT1379'THE CENTER OF A CONCRETE DRIVE, 2 FEET EAST OF A CONCRETE
 AT1379'HIGHWAY RIGHT-OF-WAY MARKER.
 AT1379'
 AT1379'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AT1379
 AT1379                          STATION RECOVERY (1976)
 AT1379
 AT1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (SE)
 AT1379'STATION REID RECOVERED AND IN GOOD CONDITION.
 AT1379'
 AT1379'NO OTHER MARKS SEARCHED FOR.
 AT1379
 AT1379                          STATION RECOVERY (1995)
 AT1379
 AT1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AT1379'7.0 KM (4.35 MI) EASTERLY ALONG SAINT BERNARD HIGHWAY (STATE HIGHWAY
 AT1379'46) FROM THE JUNCTION OF STATE HIGHWAY 47 IN CHALMETTE, 64.3 M (211.0
 AT1379'FT) NORTHWEST OF THE CENTER OF A GATE, 14.4 M (47.2 FT) NORTHEAST OF
 AT1379'THE HIGHWAY CENTER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AT1379'M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AT1379'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3201 ***********************************************************************
 CQ3201  DESIGNATION -  REID 2
 CQ3201  PID         -  CQ3201
 CQ3201  STATE/COUNTY-  LA/CADDO
 CQ3201  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3201
 CQ3201                         *CURRENT SURVEY CONTROL
 CQ3201  ___________________________________________________________________
 CQ3201* NAD 83(1992)-  32 28 17.90222(N)    093 48 02.27595(W)     ADJUSTED  
 CQ3201* NAVD 88     -        84.64   (+/-2cm)     277.7    (feet)  VERTCON   
 CQ3201  ___________________________________________________________________
 CQ3201  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CQ3201  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3201
 CQ3201  HORZ ORDER  -  SECOND
 CQ3201  VERT ORDER  -  THIRD ? (See Below)
 CQ3201
 CQ3201.The horizontal coordinates were established by classical geodetic methods
 CQ3201.and adjusted by the National Geodetic Survey in February 1996..
 CQ3201
 CQ3201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3201.The vertical order pertains to the NGVD 29 superseded value.
 CQ3201
 CQ3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3201
 CQ3201.The geoid height was determined by GEOID03.
 CQ3201
 CQ3201;                    North         East     Units Scale Factor Converg.
 CQ3201;SPC LA N     -   219,343.138   877,740.116   MT  0.99996134   -0 41 15.5
 CQ3201;SPC LA N     -   719,628.28  2,879,719.03   sFT  0.99996134   -0 41 15.5
 CQ3201;UTM  15      - 3,592,997.552   424,764.635   MT  0.99966980   -0 25 47.5
 CQ3201
 CQ3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3201!SPC LA N     -   0.99999079  x   0.99996134  =   0.99995213
 CQ3201!UTM  15      -   0.99999079  x   0.99966980  =   0.99966060
 CQ3201
 CQ3201:                Primary Azimuth Mark                     Grid Az
 CQ3201:SPC LA N     -  SHREVEPORT SW GAS+ELEC E STK             035 45 15.9
 CQ3201:UTM  15      -  SHREVEPORT SW GAS+ELEC E STK             035 29 47.9
 CQ3201
 CQ3201|---------------------------------------------------------------------|
 CQ3201| PID    Reference Object                     Distance      Geod. Az  |
 CQ3201|                                                           dddmmss.s |
 CQ3201| CQ3293 SHREVEPORT SW GAS+ELEC E STK        APPROX. 6.3 KM 0350400.4 |
 CQ3201| CX6166 REID RM 3                            13.118 METERS 05655     |
 CQ3201| CQ3211 9H005                               APPROX. 1.4 KM 0740837.5 |
 CQ3201| CQ3184 9C009                               281.410 METERS 07856     |
 CQ3201| CQ3182 SHREVEPORT VICTORIA SASH CO TK      APPROX. 1.6 KM 1542549.6 |
 CQ3201| CX6167 REID RM 4                            20.704 METERS 26458     |
 CQ3201| CQ1764 REID                                 15.550 METERS 33330     |
 CQ3201|---------------------------------------------------------------------|
 CQ3201
 CQ3201                          SUPERSEDED SURVEY CONTROL
 CQ3201
 CQ3201  NAD 83(1992)-  32 28 17.90257(N)    093 48 02.27450(W) AD(       ) 2
 CQ3201  NAD 83(1986)-  32 28 17.91345(N)    093 48 02.26571(W) AD(       ) 2
 CQ3201  NAD 27      -  32 28 17.36122(N)    093 48 01.62131(W) AD(       ) 2
 CQ3201  NGVD 29 (07/19/86)   84.71   (m)          277.9    (f) LEVELING    3  
 CQ3201
 CQ3201.Superseded values are not recommended for survey control.
 CQ3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3201.See file dsdata.txt to determine how the superseded data were derived.
 CQ3201
 CQ3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2476592998(NAD 83)
 CQ3201_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CQ3201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3201_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3201+STABILITY: SURFACE MOTION
 CQ3201
 CQ3201  HISTORY     - Date     Condition        Report By
 CQ3201  HISTORY     - 1971     MONUMENTED       NGS
 CQ3201  HISTORY     - 1976     GOOD             NGS
 CQ3201  HISTORY     - 1987     GOOD             LADTD
 CQ3201  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3201
 CQ3201                          STATION DESCRIPTION
 CQ3201
 CQ3201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CQ3201'THE STATION IS LOCATED ON THE WEST EDGE OF SHREVESPORT, 0.6
 CQ3201'MILE WEST OF THE FAIRGROUNDS, ON THE RIGHT-OF-WAY OF INTERSTATE
 CQ3201'I-20 AND SOUTH OF THE FRED ASTAIRE DANCEING SCHOOL, 576 FEET
 CQ3201'SOUTH OF U.S. HIGHWAY 80, 12 FEET SOUTH OF THE NORTH
 CQ3201'RIGHT-OF-WAY FENCE OF I-20, 103 FEET EAST OF A FENCE CORNER,
 CQ3201'11 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 CQ3201'DANCING STUDIO, 62 FEET EAST OF THE PROJECTED PLANE OF THE
 CQ3201'WEST WALL OF THE SAME.  IT IS A TRIANGULAT ON STATION DISK
 CQ3201'STAMPED REID 2 1971, FLUSH WITH THE GROUND.
 CQ3201'
 CQ3201'REFERENCE MARK NO. 3 IS 43.10 FEET EAST-NORTHEAST OF THE
 CQ3201'STATION, 196 FEET EAST OF A FENCECORNER, 30 FEET EAST OF THE
 CQ3201'PROJECTED PLANE OF THE EAST WALL OF DANCE STUDIO, 1 FOOT NORTH
 CQ3201'OF THE RIGHT-OF-WAY FENCE LINE AND 1 FOOT EAST OF A METAL
 CQ3201'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED REID NO
 CQ3201'3 1930, PROJECTING 3 INCHES.
 CQ3201'
 CQ3201'REFERENCE MARK NO. 4 IS WEST NORTHWEST OF THE STATION, 36
 CQ3201'FEET EAST OF A FENCE CORNER, 5 FEET WEST OF THE PROJECTED
 CQ3201'PLANE OF THE WEST WALL OF THE DANCE STUDIO, 1.5 FEET NORTH
 CQ3201'OF A FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST.
 CQ3201'IT IS A REFERENCE MARK DISK, STAMPED REID NO 4 1930, PROJECTING
 CQ3201'3 INCHES.
 CQ3201'
 CQ3201'9C009 (LDH) USED AS THE AZIMUTH MARK IS 0.2 MILE EAST OF THE
 CQ3201'STATION, JUST WEST OF THE JEWELLA AVE. INTERCHANGE IN THE
 CQ3201'CENTER OF THE MEDIAN OF INTERSTATE I-20.  IT IS 51.6 FEET WEST
 CQ3201'OF THE WEST END OF THE DIVIDER BETWEEN THE TWIN OVERPASS
 CQ3201'OVER JEWELLA AVE ON INTERSTATE I-20, 5.6 FEET NORTH OF THE
 CQ3201'NORTH CURB OF THE EAST BOUND LANE OF TRAFFIC, 9.0 FEET SOUTH
 CQ3201'OF THE SOUTH CURB OF THE WEST LANE, AND 1.4 FEET NORTH OF
 CQ3201'A METAL WITNESS POST.  IT IS A LOUISIANA STATE HIGHWAY AND
 CQ3201'U.S.C. AND G SURVEY DISK, STAMPED 9C009 SET IN THE TOP OF
 CQ3201'A 10-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CQ3201'
 CQ3201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CQ3201'171, 79, AND 80 IN THE WEST PART OF SHREVESPORT, GO WEST
 CQ3201'OF U.S. HIGHWAY 80 FOR 0.8 MILE TO THE WEST ENTRANCE TO THE
 CQ3201'STATE FAIR GROUNDS ON THE LEFT, CONTINUE WEST FOR 0.3 MILE TO
 CQ3201'THE INTERSECTION WITH JEWELLA AVENUE CONTINUE WEST FOR 0.25
 CQ3201'MILE, TURN LEFT AND GO 0.1 MILE TO THE DANCE STUDIO AND THE
 CQ3201'MARK IN THE HIGHWAY RIGHT-OF-WAY SOUTH OF THE STUDIO.
 CQ3201'
 CQ3201'TO REACH 9C009 (LDH) FROM THE INTERSECTION OF U.S. HIGHWAY
 CQ3201'80 AND JEWELLA AVE, GO SOUTH ON JEWELLA AVE. FOR 0.1 MILE
 CQ3201'TO ITS INTERSECTION WITH INTERSTATE I-20 AND THE MARK ON
 CQ3201'THE RIGHT.
 CQ3201
 CQ3201                          STATION RECOVERY (1976)
 CQ3201
 CQ3201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 CQ3201'THE STATION WAS VISITED ON 7-13-76, THE STATION MARK, REFERENCE
 CQ3201'MARK 3 AND REFERENCE MARK 4 WERE FOUND TO BE IN GOOD CONDITION.
 CQ3201'A NEW DESCRIPTION FOLLOWS--
 CQ3201'
 CQ3201'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF DOWNTOWN
 CQ3201'SHREVEPORT ON THE NORTH SIDE OF INTERSTATE 20 ACROSS THE HIGHWAY
 CQ3201'FROM THE LIBBY OWENS GLASS CO. PLANT.  THE MARK IS SET ON LOUISIANA
 CQ3201'DEPARTMENT OF HIGHWAYS PROPERTY.
 CQ3201'
 CQ3201'TO REACH THE STATION FROM THE JEWELLA AVENUE AND INTERSTATE 20
 CQ3201'INTERCHANGE, DRIVE SOUTHWEST ALONG THE APPROACH RAMP TO THE WEST
 CQ3201'BOUND LANE TO INTERSTATE 20 FOR 0.15 OF A MILE TO THE STATION SET
 CQ3201'ON THE RIGHT AND NORTH OF THE RAMP NEAR A CHAIN-LINK FENCE.
 CQ3201'
 CQ3201'THE STATION MARK IS A STANDARD U. S. COAST AND GEODETIC SURVEY
 CQ3201'DISK SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3201'IS FLUSH WITH THE GROUND SURFACE.  THE SUB-SURFACE MARK DISK IS
 CQ3201'SET IN TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 42
 CQ3201'INCHES BELOW THE GROUND SURFACE.  THEY STAMPED REID 2 1971.  THE
 CQ3201'MARK IS 150 FEET NORTH-NORTHWEST OF THE CENTER OF THE MEDIAN OF
 CQ3201'INTERSTATE 20, 124 FEET SOUTH OF LIGHT STANDARD NO. 21, 69.5 FEET
 CQ3201'EAST OF A METAL WITNESS POST AND SIGN SET ON REFERENCE MARK 4,
 CQ3201'42 FEET SOUTHWEST OF A METAL WITNESS POST SET ON REFERENCE
 CQ3201'MARK 3, 12 FEET WEST-SOUTHWEST OF A CHAIN-LINK FENCE.
 CQ3201'
 CQ3201'REFERENCE MARK 3 IS A STANDARD U. S. COAST AND GEODETIC DISK SET IN
 CQ3201'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ3201'THE GROUND SURFACE.  THE DISK IS STAMPED REID NO 3 1930.  THE MARK
 CQ3201'IS 165 FEET NORTH-NORTHWEST OF THE MEDIAN ON INTERSTATE 20, 1.5
 CQ3201'FEET EAST OF A METAL WITNESS POST AND SIGN AND 0.5 FEET
 CQ3201'NORTH-NORTHWEST OF A CHAIN-LINK FENCE.
 CQ3201'
 CQ3201'REFERENCE MARK 4 IS A STANDARD U. S. COAST AND GEODETIC DISK SET IN
 CQ3201'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ3201'THE GROUND SURFACE.  THE DISK IS STAMPED REID NO 4 1930.  THE MARK
 CQ3201'IS 166 FEET NORTH-NORTHWEST OF THE MEDIAN ON INTERSTATE 20, 1.5
 CQ3201'FEET NORTH-NORTHWEST OF A CHAIN-LINK FENCE, AND 1.5 FEET EAST OF
 CQ3201'A METAL WITNESS POST AND SIGN.
 CQ3201'
 CQ3201'9C008 IS A TRAVERSE STATION THAT WAS RESET IN 1976.  THE MARK IS
 CQ3201'A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND U. S. COAST AND
 CQ3201'GEODETIC SURVEY DISK IN THE CONCRETE DECK OF THE MEDIAN OF
 CQ3201'INTERSTATE 20 ON THE WEST END OF AN OVERPASS OVER BROADWAY STREET.
 CQ3201'THE MARK DISK IS STAMPED 9C008 1966 1976.  THE MARK IS 76 FEET
 CQ3201'SOUTHWEST OF THE CENTER OF BROADWAY STREET, 11 FEET
 CQ3201'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE OVERPASS ON THE
 CQ3201'WEST BOUND LANE ON INTERSTATE 20 AND 2.5 FEET WEST OF THE
 CQ3201'NORTHWEST CORNER OF THE OVERPASS ON THE EAST BOUND LANE ON
 CQ3201'INTERSTATE 20.  TO REACH THE STATION FROM STATION REID, DRIVE
 CQ3201'SOUTHWEST ALONG INTERSTATE 20 FOR 0.3 MILES TO STATION SET
 CQ3201'ON THE LEFT AND SOUTH THE HIGHWAY NEAR AN OVERPASS.
 CQ3201'
 CQ3201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 CQ3201'OF DOWNTOWN SHREVEPORT.
 CQ3201'
 CQ3201'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ3201
 CQ3201                          STATION RECOVERY (1987)
 CQ3201
 CQ3201'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CQ3201'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 CQ3201
 CQ3201                          STATION RECOVERY (1999)
 CQ3201
 CQ3201'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1765 ***********************************************************************
 CQ1765  DESIGNATION -  REID RM 1
 CQ1765  PID         -  CQ1765
 CQ1765  STATE/COUNTY-  LA/CADDO
 CQ1765  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1765
 CQ1765                         *CURRENT SURVEY CONTROL
 CQ1765  ___________________________________________________________________
 CQ1765* NAD 83(1986)-  32 28 22.     (N)    093 48 03.     (W)     SCALED    
 CQ1765* NAVD 88     -        81.751  (meters)     268.21   (feet)  ADJUSTED  
 CQ1765  ___________________________________________________________________
 CQ1765  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1765  DYNAMIC HT  -          81.660 (meters)     267.91  (feet)  COMP
 CQ1765  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 CQ1765
 CQ1765  VERT ORDER  -  FIRST     CLASS II
 CQ1765
 CQ1765.The horizontal coordinates were scaled from a topographic map and have
 CQ1765.an estimated accuracy of +/- 6 seconds.
 CQ1765
 CQ1765.The orthometric height was determined by differential leveling
 CQ1765.and adjusted by the National Geodetic Survey in June 1991..
 CQ1765
 CQ1765.The geoid height was determined by GEOID03.
 CQ1765
 CQ1765.The dynamic height is computed by dividing the NAVD 88
 CQ1765.geopotential number by the normal gravity value computed on the
 CQ1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1765.degrees latitude (g = 980.6199 gals.).
 CQ1765
 CQ1765.The modeled gravity was interpolated from observed gravity values.
 CQ1765
 CQ1765;                    North         East    Units  Estimated Accuracy
 CQ1765;SPC LA N     -   219,470.      877,720.      MT  (+/- 180 meters Scaled)
 CQ1765
 CQ1765                          SUPERSEDED SURVEY CONTROL
 CQ1765
 CQ1765  NGVD 29 (??/??/??)   81.826  (m)          268.46   (f) ADJUSTED    1 2
 CQ1765
 CQ1765.Superseded values are not recommended for survey control.
 CQ1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1765.See file dsdata.txt to determine how the superseded data were derived.
 CQ1765
 CQ1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR247931(NAD 83)
 CQ1765_MARKER: DR = REFERENCE MARK DISK
 CQ1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1765_STAMPING: REID NO 1 1930
 CQ1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1765+STABILITY: SURFACE MOTION
 CQ1765
 CQ1765  HISTORY     - Date     Condition        Report By
 CQ1765  HISTORY     - 1930     MONUMENTED       CGS
 CQ1765  HISTORY     - 1955     GOOD             CGS
 CQ1765  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1765  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1765
 CQ1765                          STATION DESCRIPTION
 CQ1765
 CQ1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1765'5.45 MI SW FROM SHREVEPORT.
 CQ1765'4.65 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1765'UNION STATION AT SHREVEPORT, THENCE 0.25 MILE NORTH ALONG EMORY ROAD,
 CQ1765'THENCE 0.55 MILE EAST ALONG U.S. HIGHWAY 80, 211 FEET NORTHEAST OF THE
 CQ1765'EAST CORNER OF THE FLAMINGO LOUNGE, 114 FEET NORTHEAST OF A FENCE
 CQ1765'CORNER, 15 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 441
 CQ1765'FEET NORTH OF TRIANGULATION STATION REID 1930, 2 FEET NORTHWEST OF A
 CQ1765'FENCE, 1.1 FEET NORTHWEST OF A WITNESS POST, 5 FEET ABOVE THE LEVEL OF
 CQ1765'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.4 FEET
 CQ1765'ABOVE THE GROUND.
 CQ1765
 CQ1765                          STATION RECOVERY (1990)
 CQ1765
 CQ1765'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1765'MARK NOT FOUND.
 CQ1765
 CQ1765                          STATION RECOVERY (1999)
 CQ1765
 CQ1765'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1766 ***********************************************************************
 CQ1766  DESIGNATION -  REID RM 2
 CQ1766  PID         -  CQ1766
 CQ1766  STATE/COUNTY-  LA/CADDO
 CQ1766  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1766
 CQ1766                         *CURRENT SURVEY CONTROL
 CQ1766  ___________________________________________________________________
 CQ1766* NAD 83(1986)-  32 28 19.     (N)    093 48 01.     (W)     SCALED    
 CQ1766* NAVD 88     -        83.834  (meters)     275.05   (feet)  ADJUSTED  
 CQ1766  ___________________________________________________________________
 CQ1766  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1766  DYNAMIC HT  -          83.740 (meters)     274.74  (feet)  COMP
 CQ1766  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 CQ1766
 CQ1766  VERT ORDER  -  FIRST     CLASS II
 CQ1766
 CQ1766.The horizontal coordinates were scaled from a topographic map and have
 CQ1766.an estimated accuracy of +/- 6 seconds.
 CQ1766
 CQ1766.The orthometric height was determined by differential leveling
 CQ1766.and adjusted by the National Geodetic Survey in June 1991..
 CQ1766
 CQ1766.The geoid height was determined by GEOID03.
 CQ1766
 CQ1766.The dynamic height is computed by dividing the NAVD 88
 CQ1766.geopotential number by the normal gravity value computed on the
 CQ1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1766.degrees latitude (g = 980.6199 gals.).
 CQ1766
 CQ1766.The modeled gravity was interpolated from observed gravity values.
 CQ1766
 CQ1766;                    North         East    Units  Estimated Accuracy
 CQ1766;SPC LA N     -   219,380.      877,770.      MT  (+/- 180 meters Scaled)
 CQ1766
 CQ1766                          SUPERSEDED SURVEY CONTROL
 CQ1766
 CQ1766  NGVD 29 (??/??/??)   83.909  (m)          275.29   (f) ADJUSTED    1 2
 CQ1766
 CQ1766.Superseded values are not recommended for survey control.
 CQ1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1766.See file dsdata.txt to determine how the superseded data were derived.
 CQ1766
 CQ1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR247930(NAD 83)
 CQ1766_MARKER: DR = REFERENCE MARK DISK
 CQ1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1766_STAMPING: REID NO 2 1930
 CQ1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1766+STABILITY: SURFACE MOTION
 CQ1766
 CQ1766  HISTORY     - Date     Condition        Report By
 CQ1766  HISTORY     - 1930     MONUMENTED       CGS
 CQ1766  HISTORY     - 1955     GOOD             CGS
 CQ1766  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1766  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1766
 CQ1766                          STATION DESCRIPTION
 CQ1766
 CQ1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1766'5.45 MI SW FROM SHREVEPORT.
 CQ1766'4.65 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1766'UNION STATION AT SHREVEPORT, THENCE 0.25 MILE NORTH ALONG EMORY ROAD,
 CQ1766'THENCE 0.55 MILE EAST ALONG U.S. HIGHWAY 80, ON TOP OF A SMALL KNOLL,
 CQ1766'IN A PASTURE, 111.5 FEET EAST OF TRIANGULATION STATION REID 1930, 143
 CQ1766'FEET WEST OF A FENCE, 33.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CQ1766'COW SHED, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 CQ1766'ABOVE THE GROUND.
 CQ1766
 CQ1766                          STATION RECOVERY (1990)
 CQ1766
 CQ1766'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1766'MARK NOT FOUND.
 CQ1766
 CQ1766                          STATION RECOVERY (1999)
 CQ1766
 CQ1766'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4397 ***********************************************************************
 BJ4397  DESIGNATION -  REMY
 BJ4397  PID         -  BJ4397
 BJ4397  STATE/COUNTY-  LA/ST JAMES
 BJ4397  USGS QUAD   -  LUTCHER (1994)
 BJ4397
 BJ4397                         *CURRENT SURVEY CONTROL
 BJ4397  ___________________________________________________________________
 BJ4397* NAD 83(1992)-  30 02 42.27081(N)    090 44 50.31849(W)     ADJUSTED  
 BJ4397* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 BJ4397  **This station is located in a subsidence area (see below).
 BJ4397  ___________________________________________________________________
 BJ4397  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4397  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BJ4397
 BJ4397  HORZ ORDER  -  FIRST
 BJ4397
 BJ4397.The horizontal coordinates were established by classical geodetic methods
 BJ4397.and adjusted by the National Geodetic Survey in January 1993..
 BJ4397
 BJ4397 ** The orthometric height has not been validated since last determined
 BJ4397 ** by differential leveling and should not be used for control purposes.
 BJ4397 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4397 ** area with valid NAVD 88 orthometric heights.
 BJ4397 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4397 ** epoch indicated which incorporates improved geoid heights for the
 BJ4397 ** Southern Louisiana Subsidence area.
 BJ4397 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4397
 BJ4397.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4397
 BJ4397.The geoid height was determined by GEOID03.
 BJ4397
 BJ4397;                    North         East     Units Scale Factor Converg.
 BJ4397;SPC LA S     -   171,407.266 1,056,513.148   MT  0.99992604   +0 17 34.9
 BJ4397;SPC LA S     -   562,358.67  3,466,243.55   sFT  0.99992604   +0 17 34.9
 BJ4397;UTM  15      - 3,325,918.544   717,196.524   MT  1.00018205   +1 07 42.0
 BJ4397
 BJ4397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4397!SPC LA S     -   1.00000381  x   0.99992604  =   0.99992985
 BJ4397!UTM  15      -   1.00000381  x   1.00018205  =   1.00018586
 BJ4397
 BJ4397|---------------------------------------------------------------------|
 BJ4397| PID    Reference Object                     Distance      Geod. Az  |
 BJ4397|                                                           dddmmss.s |
 BJ4397| CW2265 REMY RM 5                            19.410 METERS 04315     |
 BJ4397| CW2267 REMY RM 7                            26.576 METERS 05429     |
 BJ4397| BJ4400 GRAMERCY COLONIAL SUGAR REF TK      APPROX. 6.1 KM 0843540.9 |
 BJ4397| BJ4402 GRAMERCY COLONIAL SUGAR STACK       APPROX. 6.1 KM 0844530.4 |
 BJ4397| BJ4412 GRAND POINT UNITED GAS MAST         262.952 METERS 13749     |
 BJ4397| CW2263 REMY RM 2                           125.520 METERS 15748     |
 BJ4397| CW2266 REMY RM 6                                          1635226.8 |
 BJ4397| CW2264 REMY RM 4                            22.478 METERS 17729     |
 BJ4397| CW2262 REMY RM 1                            82.150 METERS 27158     |
 BJ4397|---------------------------------------------------------------------|
 BJ4397
 BJ4397                          SUPERSEDED SURVEY CONTROL
 BJ4397
 BJ4397  NAD 83(1986)-  30 02 42.28780(N)    090 44 50.32002(W) AD(       ) 1
 BJ4397  NAD 27      -  30 02 41.56224(N)    090 44 49.98945(W) AD(       ) 1
 BJ4397  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 BJ4397
 BJ4397.Superseded values are not recommended for survey control.
 BJ4397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4397.See file dsdata.txt to determine how the superseded data were derived.
 BJ4397
 BJ4397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1719725919(NAD 83)
 BJ4397_MARKER: DS = TRIANGULATION STATION DISK
 BJ4397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4397
 BJ4397  HISTORY     - Date     Condition        Report By
 BJ4397  HISTORY     - 1929     MONUMENTED       CGS
 BJ4397  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ4397  HISTORY     - 1961     SEE DESCRIPTION  USGS
 BJ4397  HISTORY     - 1973     GOOD             NGS
 BJ4397  HISTORY     - 1973     GOOD             NGS
 BJ4397  HISTORY     - 1980     GOOD             LADTD
 BJ4397
 BJ4397                          STATION DESCRIPTION
 BJ4397
 BJ4397'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4397'STATION IS ABOUT 3 MILES W OF LUTCHER, AND 1.7 MILES N OF
 BJ4397'REMY RAILROAD STATION, ON LAND OWNED BY COLONIAL SUGARS
 BJ4397'COMPANY.
 BJ4397'
 BJ4397'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4397'DISKS SET IN CONCRETE.
 BJ4397'
 BJ4397'REFERENCE MARK NO. 1 IS ON N SIDE OF ROAD, ABOUT 90 YARDS
 BJ4397'FROM BEND, AND 82.15 METERS (269.5 FEET) FROM STATION
 BJ4397'N 88 DEG 02 MIN W.
 BJ4397'
 BJ4397'REFERENCE MARK NO. 2 IS ON E SIDE OF ROAD, SE OF TELEPHONE
 BJ4397'LINE INTERSECTION, AND 125.52 METERS (411.8 FEET) FROM STATION
 BJ4397'S 22 DEG 12 MIN E.
 BJ4397'
 BJ4397'AZIMUTH FROM STATION OF PAULINA, ST. JOSEPHS CHURCH SPIRE
 BJ4397'S 61 DEG 16 MIN E.
 BJ4397'
 BJ4397'TO REACH STATION FROM REYMAUDS SERVICE STATION IN LUTCHER
 BJ4397'GO 3.3 MILES W ON U.S. HIGHWAY 61 TO GRAVEL ROAD LEADING
 BJ4397'TO REMY RAILROAD STATION, TAKE THIS ROAD 0.3 MILE TO RAILROAD,
 BJ4397'CROSS THE RAILROAD AND CONTINUE 1.7 MILES TO LEFT TURN.
 BJ4397'STATION IS IN ANGLE FORMED BY THIS TURN.
 BJ4397
 BJ4397                          STATION RECOVERY (1955)
 BJ4397
 BJ4397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4397'THE STATION WAS VISITED.  THE STATION SURFACE MARK AND
 BJ4397'REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  THE SUBSURFACE
 BJ4397'MARK WAS FOUND IN GOOD CONDITION.  A SURFACE MARK WAS SET
 BJ4397'OVER THE SUBSURFACE MARK.  REFERENCE MARKS 3 AND 4 WERE
 BJ4397'ESTABLISHED AT THIS DATE.  THE AREA, IN WHICH THE MARK IS SET,
 BJ4397'IS NOW A LOADING STATION FOR SUGAR CANE.  THE ORIGINAL
 BJ4397'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BJ4397'
 BJ4397'THE STATION IS LOCATED ABOUT 3 MI. W OF LUTCHER, 1.6 MI.
 BJ4397'N OF THE REMY RAILROAD SIDING AND THE ILLINOIS CENTRAL
 BJ4397'RAILROAD TRACK, AT THE INSIDE OF A CURVE WHERE THE ROAD
 BJ4397'TURNS SHARP LEFT (W), AND ON PROPERTY LEASED BY THE GRAND
 BJ4397'POINT FARMERS ASSN. FROM DAVE LOUQUE.  IT IS 69.5 FT. N OF A
 BJ4397'DERRICK USED FOR LOADING SUGAR CANE, 39 FT. S OF THE CENTERLINE
 BJ4397'OF AN E-W ROAD, 53 FT. W OF A N-S ROAD, 166.5 FT. N OF THE
 BJ4397'NW CORNER OF A FENCE AROUND THE UNITED GAS CO. GAS METER,
 BJ4397'ON THE PROJECTED TANGENT OF THE W SIDE OF THE FENCE, 27 FT.
 BJ4397'W OF A TELEPHONE POLE IN THE CURVE, 98.5 FT. E OF A
 BJ4397'TELEPHONE POLE WHICH IS THE SECOND POLE W OF THE CURVE, 129
 BJ4397'FT. E-SE OF A POWER POLE WITH A TRANSFORMER, AND 95 FT.
 BJ4397'SE OF A POWER POLE WHERE A POWERLINE MAKES A 90 DEG TURN TO
 BJ4397'THE W.  IT IS A STANDARD DISK, STAMPED REMY 1929 1955 AND
 BJ4397'IS 4 IN. BELOW THE SURFACE OF THE GROUND
 BJ4397'
 BJ4397'REFERENCE MARK 3 IS 109.61 FT. E OF THE STATION, 1 FT. S OF
 BJ4397'THE PROJECTED LINE BETWEEN THE COLONIAL SUGAR REFINERY STACK
 BJ4397'IN GRAMERCY AND THE STATION, 2 FT. S OF A POWER POLE, 22
 BJ4397'FT. S OF THE CENTER OF A FIELD ROAD LEADING E, AND 58 FT.
 BJ4397'E OF THE CENTER OF THE N-S ROAD.  IT IS A STANDARD DISK, STAMPED
 BJ4397'REMY NO 3 1929 1955 AND PROJECTING 6 IN.
 BJ4397'
 BJ4397'REFERENCE MARK 4 IS 73.75 FT. S OF THE STATION, 63 FT. W OF
 BJ4397'THE N-S ROAD, 113 FT. S OF THE E-W ROAD, AND 5 FT. S OF
 BJ4397'THE CENTER POLE OF THE DERRICK.  IT IS A STANDARD DISK, STAMPED
 BJ4397'REMY NO 4 1929 1955 AND SET IN A DRILL HOLE IN THE E END
 BJ4397'OF A 1-1/2- BY 4-FT. CONCRETE BLOCK PROJECTING 2 FT.
 BJ4397'
 BJ4397'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN LUTCHER, GO
 BJ4397'E ON THE RIVER ROAD (STATE HIGHWAY 44) FOR 3.1 MI. TO A SIDE
 BJ4397'ROAD LEFT (STATE ROAD 244), TURN LEFT ON STATE ROAD 244 CROSSING
 BJ4397'THE RAILROAD TRACK AND TANK ON THE RIGHT AND GO 1.7 MI. TO
 BJ4397'WHERE THE ROAD MAKES A RIGHT-ANGLE TURN TO THE LEFT AND THE
 BJ4397'STATION AT THE INSIDE OF THE CURVE.
 BJ4397
 BJ4397                          STATION RECOVERY (1961)
 BJ4397
 BJ4397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BJ4397'THE SURFACE MARK IS DESTROYED, BUT SUB-SURFACE AND BOTH R.MS.
 BJ4397'ARE O.K.
 BJ4397
 BJ4397                          STATION RECOVERY (1973)
 BJ4397
 BJ4397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4397'THE STATION WAS VISITED.  THE STATION MARK AND REFERENCE
 BJ4397'MARK 4 WERE RECOVERED AND FOUND IN GOOD CONDITION, THEY ARE
 BJ4397'AS DESCRIBED IN THE 1955 DESCRIPTION BY R.A.E..  REFERENCE
 BJ4397'MARK 3 WAS SEARCHED FOR BUT COULD NOT BE FOUND, IT IS BELIEVED TO
 BJ4397'HAVE BEEN DESTROYED BY HEAVY CANE EQUIPMENT.  THEREFORE
 BJ4397'REFERENCE MARK 5 WAS ESTABLISHED AND REFERENCE MARK 6 WAS
 BJ4397'ESTABLISHED AT THIS TIME AND USED AS AN AZIMUTH MARK.  A
 BJ4397'CHECK WAS MADE FOR DISTANCE AND DIRECTION TO REFERENCE MARK
 BJ4397'4 A DIFFERENCE WAS FOUND IN DISTANCE OF .028 METERS OR .08
 BJ4397'FEET.  THE DIRECTION WAS FOUND TO BE ADEQUATE.  THE LOCATION
 BJ4397'AND ROUTE TO STATION ARE ADEQUATE.
 BJ4397'
 BJ4397'REFERENCE MARK 5, A STANDARD DISK STAMPED REMY NO 5 1929
 BJ4397'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4397'MONUMENT THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 BJ4397'IT IS 31 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 BJ4397'SURFACED ROAD, 31 FEET SOUTHWEST OF POWERLINE POLE AND 29
 BJ4397'FEET WEST OF A HIGH CHAIN-LINK FENCE.
 BJ4397'
 BJ4397'REFERENCE MARK 6 (AZIMUTH MARK), A STANDARD DISK STAMPED
 BJ4397'REMY NO 6 1929 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ4397'CONCRETE MONUMENT THAT IS SET FLUSH WITH THE SURFACE OF
 BJ4397'THE GROUND.  IT IS 15 FEET EAST OF THE APPROXIMATE CENTER
 BJ4397'OF STATE HIGHWAY 642, 4 FEET WEST OF THE WEST EDGE OF DITCH
 BJ4397'AND 2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4397'
 BJ4397'HEIGHT OF LIGHT ABOVE STATION MARK 5.64 FEET.
 BJ4397'
 BJ4397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST
 BJ4397'OF LUTCHER
 BJ4397
 BJ4397                          STATION RECOVERY (1973)
 BJ4397
 BJ4397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 BJ4397'THE STATION WAS VISITED 10-25-73 AND THE STATION MARK, REFERENCE
 BJ4397'MARK NO. 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BJ4397'REFERENCE MARK NO. 3 WAS FOUND IN THE FIELD ABOUT 6 INCHES
 BJ4397'BELOW THE GROUND AND LEANING TO THE SOUTH, IT WAS LEFT AS
 BJ4397'FOUND.  REFERENCE MARK NO. 5 WAS FOUND DESTROYED WITH THE
 BJ4397'TOP 12-INCHS OF THE MARK BROKEN OFF, THE DISK WAS RECLAIMED.
 BJ4397'THE 1955 DISTANCE AND DIRECTION TO REFERENCE MARK NO. 4
 BJ4397'CHECKED SATISFACTORLY.  A NEW REFERENCE MARK NO. 7 WAS
 BJ4397'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BJ4397'
 BJ4397'THE STATION IS LOCATED ABOUT 3.0 MILES WEST OF LUTCHER,
 BJ4397'ABOUT 1.6 MILES NORTH OF REMY SIDING AND THE ILLINOIS CENTRAL
 BJ4397'RAILROAD TRACKS, AT THE INSIDE OF A SHARP CURVE IN THE ROAD
 BJ4397'FROM NORTH TO WEST, AND DIAGONALLY ACROSS THE ROAD FROM THE
 BJ4397'MID LOUISIANA GAS CO. BOASTER PLANT.  IT IS 39 FEET SOUTH OF
 BJ4397'THE CENTER OF THE BLACK TOP ROAD, 53 FEET WEST OF THE CENTER
 BJ4397'OF THE BLACK TOP ROAD, 88 FEET SOUTHWEST OF THE SOUTHWEST
 BJ4397'CORNER OF THE PAGE FENCE AROUND THE GAS COMPANY BOASTER PLANT,
 BJ4397'166.5 FEET NORTH OF THE NORTHWEST CORNER OF THE PAGE FENCE
 BJ4397'AROUND THE UNITED GAS CO. GAS METER AND ON THE PROJECTED
 BJ4397'PLANE OF THE WEST SIDE OF THE PAGE FENCE AND 95 FEET
 BJ4397'SOUTHWEST OF A POWER POLE WHERE THE POWER LINE MAKES A 90
 BJ4397'DEGREE TURN TO THE WEST.  IT IS 1 FOOT BELOW THE LEVEL OF
 BJ4397'THE GROUND.  IT IS A TRIANGULATION DISK STAMPED REMY 1929
 BJ4397'1955
 BJ4397'
 BJ4397'REFERENCE MARK NO. 4 IS 73.75 FEET SOUTH OF THE STATION,
 BJ4397'113 FEET SOUTH OF THE CENTER OF THE ROAD, 65 FEET WEST OF
 BJ4397'THE CENTER OF THE ROAD, 93 FEET WEST OF A POWER POLE WITH 2
 BJ4397'TRANSFORMERS, 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 BJ4397'A REFERENCE MARK DISK STAMPED REMY NO. 4 1929 1955 SET IN
 BJ4397'A DRILL HOLE IN THE EAST END OF A 1-1/2 BY 4 FOOT CONCRETE
 BJ4397'BLOCK PROJECTING 2 FEET.
 BJ4397'
 BJ4397'REFERENCE MARK NO. 7 IS 87.19 FEET NORTHEAST OF THE STATION.
 BJ4397'IT IS ON THE PROJECTED TANGENT OF THE ROAD RUNNING EAST
 BJ4397'AND WEST, 28 FEET EAST OF THE PROJECTED CENTER LINE OF THE
 BJ4397'NORTH SOUTH ROAD, 16 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH
 BJ4397'OF THE SOUTHWEST CORNER OF THE PAGE FENCE AROUND THE GAS
 BJ4397'CO. BOOSTER PLANT.  IT IS A REFERENCE MARK DISK STAMPED
 BJ4397'REMY 1929 NO 7 1973 SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BJ4397'POST FLUSH WITH THE GROUND.
 BJ4397'
 BJ4397'REFERENCE MARK NO. 6 IS 0.15 MILE SOUTH OF THE STATION,
 BJ4397'14.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 642, 4 FEET
 BJ4397'WEST OF THE WEST EDGE OF THE DITCH, 2 FEET SOUTHWEST OF A
 BJ4397'WITNESS POST, 2 FEET SOUTH OF THE PROJECTED CENTERLINE OF
 BJ4397'THE DITCH LEADING WEST, 162 FEET SOUTH OF A POWER POLE,
 BJ4397'AND 132 FEET NORTH OF A POWER POLE.  IT IS A REFERENCE MARK
 BJ4397'DISK STAMPED REMY 1929 NO 6 1973, FLUSH WITH THE GROUND.
 BJ4397'
 BJ4397'TO REACH THE STATION FROM THE POST OFFICE IN LUTCHER, GO
 BJ4397'SOUTH ON TEXAS STREET FOR 1 BLOCK, TURN RIGHT AND GO 1 BLOCK
 BJ4397'TO ALBERT STREET AND A STOP LIGHT, TURN LEFT AND GO SOUTH FOR
 BJ4397'0.3 MILE ON ALBERT STREET TO STATE HIGHWAY 44, TURN LEFT AND
 BJ4397'GO WEST ON STATE HIGHWAY 44 FOR 3.2 MILES TO THE JUNCTION
 BJ4397'WITH STATE HIGHWAY 642, TURN RIGHT AND GO NORTH (CROSSING
 BJ4397'THE RAILROAD TRACKS AND THE WATER TANK ON THE RIGHT) FOR
 BJ4397'1.75 MILE TO A SHARP TURN TO THE LEFT AND THE STATION ON
 BJ4397'THE LEFT.
 BJ4397
 BJ4397                          STATION RECOVERY (1980)
 BJ4397
 BJ4397'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4397'THE STATION MARK, REFERENCE MARK NUMBER 6 AND REFERENCE MARK NUMBER 7
 BJ4397'WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NUMBER 4 WAS NOT
 BJ4397'FOUND.  THE 1973 DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4386 ***********************************************************************
 BJ4386  DESIGNATION -  RESERVE G H SUGAR CO TANK
 BJ4386  PID         -  BJ4386
 BJ4386  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4386  USGS QUAD   -  RESERVE (1994)
 BJ4386
 BJ4386                         *CURRENT SURVEY CONTROL
 BJ4386  ___________________________________________________________________
 BJ4386* NAD 83(1992)-  30 03 38.99683(N)    090 34 02.11753(W)     ADJUSTED  
 BJ4386* NAVD 88     -                                                        
 BJ4386  **This station is located in a subsidence area (see below).
 BJ4386  ___________________________________________________________________
 BJ4386  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4386  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BJ4386
 BJ4386  HORZ ORDER  -  THIRD
 BJ4386
 BJ4386.The horizontal coordinates were established by classical geodetic methods
 BJ4386.and adjusted by the National Geodetic Survey in January 1993..
 BJ4386
 BJ4386 ** The orthometric height has not been validated since last determined
 BJ4386 ** by differential leveling and should not be used for control purposes.
 BJ4386 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4386 ** area with valid NAVD 88 orthometric heights.
 BJ4386 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4386 ** epoch indicated which incorporates improved geoid heights for the
 BJ4386 ** Southern Louisiana Subsidence area.
 BJ4386 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4386
 BJ4386.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4386
 BJ4386.The geoid height was determined by GEOID03.
 BJ4386
 BJ4386;                    North         East     Units Scale Factor Converg.
 BJ4386;SPC LA S     -   173,256.282 1,073,864.943   MT  0.99992629   +0 22 59.0
 BJ4386;SPC LA S     -   568,424.99  3,523,171.90   sFT  0.99992629   +0 22 59.0
 BJ4386;UTM  15      - 3,328,021.081   734,524.764   MT  1.00027864   +1 13 09.0
 BJ4386
 BJ4386                          SUPERSEDED SURVEY CONTROL
 BJ4386
 BJ4386  NAD 83(1986)-  30 03 39.01382(N)    090 34 02.11903(W) AD(       ) 4
 BJ4386  NAD 27      -  30 03 38.28766(N)    090 34 01.80226(W) AD(       ) 3
 BJ4386
 BJ4386.Superseded values are not recommended for survey control.
 BJ4386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4386.See file dsdata.txt to determine how the superseded data were derived.
 BJ4386
 BJ4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3452528021(NAD 83)
 BJ4386_MARKER: 53 = ELEVATED TANK
 BJ4386
 BJ4386  HISTORY     - Date     Condition        Report By
 BJ4386  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4386
 BJ4386                          STATION DESCRIPTION
 BJ4386
 BJ4386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4386'THE POINT INTERSECTED IS THE FINIAL KNOB ATOP THE RESERVE GODCHAUX,
 BJ4386'HENDERSON SUGAR COMPANY WATER TANK, LOCATED 0.3 MILE NORTH OF THE
 BJ4386'MISSISSIPPI RIVER, 1.2 MILES SOUTH OF U.S. HIGHWAY 61, 1.5 MILES
 BJ4386'WEST-NORTHWEST OF RESERVE AND 2.6 MILES EAST-NORTHEAST OF
 BJ4386'GARYVILLE.  IT IS A SPHERICAL SHAPED TANK SUPPORTED BY 4 TUBULAR
 BJ4386'STEEL LEGS, 180 FEET IN HEIGHT, PAINTED RED, WHITE AND BLUE WITH A
 BJ4386'WHITE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4373 ***********************************************************************
 BJ4373  DESIGNATION -  RESERVE GODCHAUX REF SMALL STK
 BJ4373  PID         -  BJ4373
 BJ4373  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4373  USGS QUAD   -  RESERVE (1994)
 BJ4373
 BJ4373                         *CURRENT SURVEY CONTROL
 BJ4373  ___________________________________________________________________
 BJ4373* NAD 83(1992)-  30 03 37.49732(N)    090 34 01.82988(W)     ADJUSTED  
 BJ4373* NAVD 88     -                                                        
 BJ4373  **This station is located in a subsidence area (see below).
 BJ4373  ___________________________________________________________________
 BJ4373  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4373  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BJ4373
 BJ4373  HORZ ORDER  -  THIRD
 BJ4373
 BJ4373.The horizontal coordinates were established by classical geodetic methods
 BJ4373.and adjusted by the National Geodetic Survey in January 1993..
 BJ4373
 BJ4373 ** The orthometric height has not been validated since last determined
 BJ4373 ** by differential leveling and should not be used for control purposes.
 BJ4373 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4373 ** area with valid NAVD 88 orthometric heights.
 BJ4373 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4373 ** epoch indicated which incorporates improved geoid heights for the
 BJ4373 ** Southern Louisiana Subsidence area.
 BJ4373 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4373
 BJ4373.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4373
 BJ4373.The geoid height was determined by GEOID03.
 BJ4373
 BJ4373;                    North         East     Units Scale Factor Converg.
 BJ4373;SPC LA S     -   173,210.164 1,073,872.955   MT  0.99992628   +0 22 59.1
 BJ4373;SPC LA S     -   568,273.68  3,523,198.19   sFT  0.99992628   +0 22 59.1
 BJ4373;UTM  15      - 3,327,975.069   734,533.451   MT  1.00027869   +1 13 09.1
 BJ4373
 BJ4373                          SUPERSEDED SURVEY CONTROL
 BJ4373
 BJ4373  NAD 83(1986)-  30 03 37.51444(N)    090 34 01.83131(W) AD(       ) 4
 BJ4373  NAD 27      -  30 03 36.79641(N)    090 34 01.51551(W) AD(       ) 3
 BJ4373
 BJ4373.Superseded values are not recommended for survey control.
 BJ4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4373.See file dsdata.txt to determine how the superseded data were derived.
 BJ4373
 BJ4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3453327975(NAD 83)
 BJ4373_MARKER: 63 = STACK
 BJ4373
 BJ4373  HISTORY     - Date     Condition        Report By
 BJ4373  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4373  HISTORY     - 1955     GOOD             CGS
 BJ4373
 BJ4373                          STATION DESCRIPTION
 BJ4373
 BJ4373'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4373'LOCATED AT THE
 BJ4373'NW EDGE OF RESERVE, AT THE CENTER OF THE GODCHAUX SUGAR
 BJ4373'REFINERY, AND ON THE S SIDE OF THE RAILROAD TRACKS.  IT IS
 BJ4373'A CYLINDRICAL CONCRETE STACK 168 FT. HIGH.
 BJ4373'
 BJ4373'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4374 ***********************************************************************
 BJ4374  DESIGNATION -  RESERVE GODCHAUX REF LARGE STK
 BJ4374  PID         -  BJ4374
 BJ4374  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4374  USGS QUAD   -  RESERVE (1994)
 BJ4374
 BJ4374                         *CURRENT SURVEY CONTROL
 BJ4374  ___________________________________________________________________
 BJ4374* NAD 83(1992)-  30 03 37.55259(N)    090 33 58.83000(W)     ADJUSTED  
 BJ4374* NAVD 88     -                                                        
 BJ4374  **This station is located in a subsidence area (see below).
 BJ4374  ___________________________________________________________________
 BJ4374  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4374  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BJ4374
 BJ4374  HORZ ORDER  -  THIRD
 BJ4374
 BJ4374.The horizontal coordinates were established by classical geodetic methods
 BJ4374.and adjusted by the National Geodetic Survey in January 1993..
 BJ4374
 BJ4374 ** The orthometric height has not been validated since last determined
 BJ4374 ** by differential leveling and should not be used for control purposes.
 BJ4374 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4374 ** area with valid NAVD 88 orthometric heights.
 BJ4374 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4374 ** epoch indicated which incorporates improved geoid heights for the
 BJ4374 ** Southern Louisiana Subsidence area.
 BJ4374 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4374
 BJ4374.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4374
 BJ4374.The geoid height was determined by GEOID03.
 BJ4374
 BJ4374;                    North         East     Units Scale Factor Converg.
 BJ4374;SPC LA S     -   173,212.403 1,073,953.290   MT  0.99992628   +0 23 00.6
 BJ4374;SPC LA S     -   568,281.03  3,523,461.75   sFT  0.99992628   +0 23 00.6
 BJ4374;UTM  15      - 3,327,978.481   734,613.773   MT  1.00027915   +1 13 10.6
 BJ4374
 BJ4374                          SUPERSEDED SURVEY CONTROL
 BJ4374
 BJ4374  NAD 83(1986)-  30 03 37.56965(N)    090 33 58.83144(W) AD(       ) 4
 BJ4374  NAD 27      -  30 03 36.86335(N)    090 33 58.51785(W) AD(       ) 3
 BJ4374
 BJ4374.Superseded values are not recommended for survey control.
 BJ4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4374.See file dsdata.txt to determine how the superseded data were derived.
 BJ4374
 BJ4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3461427978(NAD 83)
 BJ4374_MARKER: 63 = STACK
 BJ4374
 BJ4374  HISTORY     - Date     Condition        Report By
 BJ4374  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4374  HISTORY     - 1955     GOOD             CGS
 BJ4374  HISTORY     - 1973     GOOD             NGS
 BJ4374
 BJ4374                          STATION DESCRIPTION
 BJ4374
 BJ4374'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4374'LOCATED IN THE
 BJ4374'NW SECTION OF RESERVE, AT THE GODCHAUX SUGAR REFINERY, E
 BJ4374'OF A SMALLER STACK, AND S OF THE RAILROAD TRACK.  IT IS A
 BJ4374'CYLINDRICAL STACK 252 FT. HIGH.
 BJ4374'
 BJ4374'THIS IS AN INTERSECTION STATION.
 BJ4374
 BJ4374                          STATION RECOVERY (1973)
 BJ4374
 BJ4374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4374'THE POINT INTERSECTED WAS THE TOP CENTER OF THE RESERVE GODCHAUX,
 BJ4374'HENDERSON SUGAR COMPANY STACK, LOCATED 0.3 MILE NORTH OF THE
 BJ4374'MISSISSIPPI RIVER, 1.2 MILES SOUTH OF U.S. HIGHWAY 61, 1.5 MILES
 BJ4374'WEST-NORTHWEST OF RESERVE AND 2.6 MILES EAST-NORTHEAST OF
 BJ4374'GARYVILLE.  IT IS A CONCRETE STACK, 250 FEET IN HEIGHT, WHITE IN
 BJ4374'COLOR WITH A RED AND A BLUE STRIPE AT THE TOP.  IT IS THE TALLEST OF
 BJ4374'TWO STACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4375 ***********************************************************************
 BJ4375  DESIGNATION -  RESERVE GODCHAUX SUGAR REF TK
 BJ4375  PID         -  BJ4375
 BJ4375  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4375  USGS QUAD   -  RESERVE (1994)
 BJ4375
 BJ4375                         *CURRENT SURVEY CONTROL
 BJ4375  ___________________________________________________________________
 BJ4375* NAD 83(1992)-  30 03 32.62710(N)    090 33 58.54942(W)     ADJUSTED  
 BJ4375* NAVD 88     -                                                        
 BJ4375  **This station is located in a subsidence area (see below).
 BJ4375  ___________________________________________________________________
 BJ4375  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4375  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BJ4375
 BJ4375  HORZ ORDER  -  THIRD
 BJ4375
 BJ4375.The horizontal coordinates were established by classical geodetic methods
 BJ4375.and adjusted by the National Geodetic Survey in January 1993..
 BJ4375
 BJ4375 ** The orthometric height has not been validated since last determined
 BJ4375 ** by differential leveling and should not be used for control purposes.
 BJ4375 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4375 ** area with valid NAVD 88 orthometric heights.
 BJ4375 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4375 ** epoch indicated which incorporates improved geoid heights for the
 BJ4375 ** Southern Louisiana Subsidence area.
 BJ4375 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4375
 BJ4375.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4375
 BJ4375.The geoid height was determined by GEOID03.
 BJ4375
 BJ4375;                    North         East     Units Scale Factor Converg.
 BJ4375;SPC LA S     -   173,060.799 1,073,961.820   MT  0.99992626   +0 23 00.8
 BJ4375;SPC LA S     -   567,783.64  3,523,489.74   sFT  0.99992626   +0 23 00.8
 BJ4375;UTM  15      - 3,327,826.965   734,624.518   MT  1.00027922   +1 13 10.6
 BJ4375
 BJ4375                          SUPERSEDED SURVEY CONTROL
 BJ4375
 BJ4375  NAD 83(1986)-  30 03 32.64422(N)    090 33 58.55082(W) AD(       ) 4
 BJ4375  NAD 27      -  30 03 31.92648(N)    090 33 58.23583(W) AD(       ) 3
 BJ4375
 BJ4375.Superseded values are not recommended for survey control.
 BJ4375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4375.See file dsdata.txt to determine how the superseded data were derived.
 BJ4375
 BJ4375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3462527827(NAD 83)
 BJ4375_MARKER: 53 = ELEVATED TANK
 BJ4375
 BJ4375  HISTORY     - Date     Condition        Report By
 BJ4375  HISTORY     - 1930     FIRST OBSERVED   CGS
 BJ4375  HISTORY     - 1955     GOOD             CGS
 BJ4375
 BJ4375                          STATION DESCRIPTION
 BJ4375
 BJ4375'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4375'NO PREVIOUS DESCRIPTION FOR THIS STATION.
 BJ4375'
 BJ4375'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF RESERVE
 BJ4375'AND IN THE SOUTHEAST PORTION OF THE GODCHAUX REFINING CO.
 BJ4375'PLANT.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A
 BJ4375'TANK ON ITS TOP.  IT IS 150 FEET HIGH.
 BJ4375'
 BJ4375'NOTE--SINCE THE SMALLER TANK LOCATED IN 1939 HAS BEEN TORN
 BJ4375'DOWN AND A LARGER TANK BUILT IN 1952, OF WHICH NO GEOGRAPHIC
 BJ4375'POSITION HAS BEEN DETERMINED, THIS TANK IS NOW THE SMALLER
 BJ4375'OF TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1060 ***********************************************************************
 AT1060  DESIGNATION -  RHINE
 AT1060  PID         -  AT1060
 AT1060  STATE/COUNTY-  LA/PLAQUEMINES
 AT1060  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1060
 AT1060                         *CURRENT SURVEY CONTROL
 AT1060  ___________________________________________________________________
 AT1060* NAD 83(1992)-  29 11 42.37576(N)    089 24 20.19735(W)     ADJUSTED  
 AT1060* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1060  **This station is located in a subsidence area (see below).
 AT1060  ___________________________________________________________________
 AT1060  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AT1060  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AT1060
 AT1060  HORZ ORDER  -  SECOND
 AT1060
 AT1060.The horizontal coordinates were established by classical geodetic methods
 AT1060.and adjusted by the National Geodetic Survey in January 1993..
 AT1060
 AT1060 ** The orthometric height has not been validated since last determined
 AT1060 ** by differential leveling and should not be used for control purposes.
 AT1060 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1060 ** area with valid NAVD 88 orthometric heights.
 AT1060 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1060 ** epoch indicated which incorporates improved geoid heights for the
 AT1060 ** Southern Louisiana Subsidence area.
 AT1060 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1060.The orthometric height was scaled from a topographic map.
 AT1060
 AT1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1060
 AT1060.The geoid height was determined by GEOID03.
 AT1060
 AT1060;                    North         East     Units Scale Factor Converg.
 AT1060;SPC LA S     -    78,627.897 1,187,477.034   MT  1.00002386   +0 57 50.0
 AT1060;SPC LA S     -   257,965.03  3,895,914.24   sFT  1.00002386   +0 57 50.0
 AT1060;UTM  16      - 3,231,997.877   266,098.783   MT  1.00027515   -1 10 26.2
 AT1060
 AT1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1060!SPC LA S     -   1.00000376  x   1.00002386  =   1.00002762
 AT1060!UTM  16      -   1.00000376  x   1.00027515  =   1.00027891
 AT1060
 AT1060:                Primary Azimuth Mark                     Grid Az
 AT1060:SPC LA S     -  RED PASS OIL DERRICK                     013 41 25.7
 AT1060:UTM  16      -  RED PASS OIL DERRICK                     015 49 41.9
 AT1060
 AT1060|---------------------------------------------------------------------|
 AT1060| PID    Reference Object                     Distance      Geod. Az  |
 AT1060|                                                           dddmmss.s |
 AT1060| AT1072 RED PASS OIL DERRICK                APPROX. 4.4 KM 0143915.7 |
 AT1060| DD8010 RHINE RM 2                           20.220 METERS 03031     |
 AT1060| DD8009 RHINE RM 1                           24.870 METERS 13529     |
 AT1060| AT1056 BENT                                APPROX. 9.9 KM 1811454.0 |
 AT1060|---------------------------------------------------------------------|
 AT1060
 AT1060                          SUPERSEDED SURVEY CONTROL
 AT1060
 AT1060  NAD 83(1986)-  29 11 42.38193(N)    089 24 20.20824(W) AD(       ) 2
 AT1060  NAD 27      -  29 11 41.57300(N)    089 24 20.01100(W) AD(       ) 2
 AT1060
 AT1060.Superseded values are not recommended for survey control.
 AT1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1060.See file dsdata.txt to determine how the superseded data were derived.
 AT1060
 AT1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6609931998(NAD 83)
 AT1060_MARKER: DS = TRIANGULATION STATION DISK
 AT1060_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1060_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1060
 AT1060  HISTORY     - Date     Condition        Report By
 AT1060  HISTORY     - 1927     MONUMENTED       CGS
 AT1060  HISTORY     - 1934     GOOD             CGS
 AT1060  HISTORY     - 1936     GOOD             CGS
 AT1060  HISTORY     - 1954     POOR             CGS
 AT1060  HISTORY     - 1955     MARK NOT FOUND   CGS
 AT1060
 AT1060                          STATION DESCRIPTION
 AT1060
 AT1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1060'IN TALL MARSH GRASS ABOUT 3 MILES FROM THE MOUTH OF BAYOU TANTE RHINE
 AT1060'AND AT THE POINT
 AT1060'OF LAND MARKING THE INTERSECTION OF 2 FORKS OF A
 AT1060'CREEK.
 AT1060'
 AT1060'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE
 AT1060'CENTERS OF THE
 AT1060'TOPS OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE
 AT1060'TO THE UPPER ENDS OF LONG WOODEN
 AT1060'PILES DRIVEN INTO THE MARSH.
 AT1060'
 AT1060'REFERENCE MARK NO.1 IS 20.22 METERS (66.3 FEET) FARTHER INLAND FROM
 AT1060'THE STATION IN
 AT1060'N 30 DEG 31 MIN E.
 AT1060'
 AT1060'REFERENCE MARK NO.2 IS ACROSS THE CREEK ON THE E BANK, ABOUT 10
 AT1060'METERS (33 FEET)
 AT1060'FROM THE WATERS EDGE, AND 24.87 METERS (81.6 FEET)
 AT1060'FROM THE STATION S 44 DEG 31 MIN E.
 AT1060
 AT1060                          STATION RECOVERY (1936)
 AT1060
 AT1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1060'STATION MARK AND BOTH REFERENCE MARKS FOUND IN GOOD CONDITION FROM
 AT1060'ORIGINAL
 AT1060'DESCRIPTION WHICH IS ADEQUATE.  THERE IS A SMALL TRAPPERS
 AT1060'SHACK ON THE MAIN BRANCH OF
 AT1060'BAYOU TANTE RHINE OPPOSITE AND ABOUT 200
 AT1060'YARDS W OF THE STATION.  A THIRTY-FOOT TRIPOD
 AT1060'AND SCAFFOLD WERE BUILT
 AT1060'OVER THE STATION WHICH CONNECTED WITH SW PASS TRIANGULATION.
 AT1060
 AT1060                          STATION RECOVERY (1954)
 AT1060
 AT1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WWR)
 AT1060'ORIGINAL DESCRIPTION NO LONGER ADEQUATE.  SMALL BAYOU OR CREEK
 AT1060'ORIGINALLY TO W OF THE
 AT1060'STATION HAS FILLED IN.  ONLY SLIGHT EVIDENCE OF CREEK
 AT1060'REMAINS, MAINLY DIFFERENT
 AT1060'COLORED MARSH GRASS IN OLD BAYOU BED.
 AT1060'STATION IS 18 FEET W OF BAYOU OR CREEK AND
 AT1060'HAS BEEN BROKEN OFF ABOUT
 AT1060'4 OR 5 INCHES.  NO BRASS CAP.  TOP OF CONCRETE NOW ABOUT 6
 AT1060'INCHES BELOW
 AT1060'SURFACE.
 AT1060'
 AT1060'REFERENCE MARK 1 IS ABOUT 35 FEET FROM EDGE OF BAYOU AND REFERENCE
 AT1060'MARK 2 IS ABOUT 15
 AT1060'FEET FROM EDGE OF BAYOU.  BOTH REFERENCE MARKS ARE
 AT1060'FLUSH WITH SURFACE AND IN GOOD
 AT1060'CONDITION.
 AT1060'
 AT1060'A 20 FOOT TOWER WAS ERECTED OVER STATION.
 AT1060
 AT1060                          STATION RECOVERY (1955)
 AT1060
 AT1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1060'NOT RECOVERED AFTER AN HOUR SEARCH BY TWO MEN.  THE W BRANCH OF THE
 AT1060'CREEK FORK
 AT1060'MENTIONED IN THE EARLIER DESCRIPTION IS NOW COMPLETELY
 AT1060'FILLED IN.  THE SITE IS
 AT1060'COVERED WITH VERY TALL MARSH GRASS.  PARTS OF
 AT1060'THE OLD SIGNALS WERE FOUND, BUT NO MARKS
 AT1060'COULD BE RECOVERED.  THEY
 AT1060'ARE PROBABLY STILL IN PLACE, AND MIGHT BE RECOVERED BY
 AT1060'BURNING THE
 AT1060'MARSH AND PROBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0335 ***********************************************************************
 AV0335  DESIGNATION -  RHODES
 AV0335  PID         -  AV0335
 AV0335  STATE/COUNTY-  LA/CAMERON
 AV0335  USGS QUAD   -  HACKBERRY (1982)
 AV0335
 AV0335                         *CURRENT SURVEY CONTROL
 AV0335  ___________________________________________________________________
 AV0335* NAD 83(1992)-  29 58 41.45723(N)    093 20 45.94411(W)     ADJUSTED  
 AV0335* NAVD 88     -         1.02   (+/-2cm)       3.3  **(feet)  VERTCON   
 AV0335  **This station is located in a subsidence area (see below).
 AV0335  ___________________________________________________________________
 AV0335  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0335  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AV0335
 AV0335  HORZ ORDER  -  SECOND
 AV0335  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0335
 AV0335.The horizontal coordinates were established by classical geodetic methods
 AV0335.and adjusted by the National Geodetic Survey in January 1993..
 AV0335
 AV0335 ** The orthometric height has not been validated since last determined
 AV0335 ** by differential leveling and should not be used for control purposes.
 AV0335 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0335 ** area with valid NAVD 88 orthometric heights.
 AV0335 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0335 ** epoch indicated which incorporates improved geoid heights for the
 AV0335 ** Southern Louisiana Subsidence area.
 AV0335 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0335.The vertical order pertains to the NGVD 29 superseded value.
 AV0335
 AV0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0335
 AV0335.The geoid height was determined by GEOID03.
 AV0335
 AV0335;                    North         East     Units Scale Factor Converg.
 AV0335;SPC LA S     -   165,553.889   805,777.987   MT  0.99992582   -1 00 23.1
 AV0335;SPC LA S     -   543,154.72  2,643,623.28   sFT  0.99992582   -1 00 23.1
 AV0335;UTM  15      - 3,316,418.194   466,612.480   MT  0.99961375   -0 10 22.6
 AV0335
 AV0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0335!SPC LA S     -   1.00000410  x   0.99992582  =   0.99992992
 AV0335!UTM  15      -   1.00000410  x   0.99961375  =   0.99961785
 AV0335
 AV0335|---------------------------------------------------------------------|
 AV0335| PID    Reference Object                     Distance      Geod. Az  |
 AV0335|                                                           dddmmss.s |
 AV0335| CV9331 RHODES RM 2                          13.024 METERS 01505     |
 AV0335| BK1526 GRAND LAKE                          APPROX. 9.2 KM 0511038.4 |
 AV0335| CV9329 RHODES AZ MK                                       0525835.4 |
 AV0335| CV9330 RHODES RM 1                          28.064 METERS 27041     |
 AV0335| AV0808 HACKBERRY CATHOLIC CHURCH           APPROX. 2.3 KM 2922048.5 |
 AV0335|---------------------------------------------------------------------|
 AV0335
 AV0335                          SUPERSEDED SURVEY CONTROL
 AV0335
 AV0335  NAD 83(1986)-  29 58 41.48281(N)    093 20 45.93082(W) AD(       ) 2
 AV0335  NAD 27      -  29 58 40.71200(N)    093 20 45.37400(W) AD(       ) 2
 AV0335  NGVD 29 (??/??/??)    0.998  (m)            3.27   (f) ADJUSTED    1 2
 AV0335
 AV0335.Superseded values are not recommended for survey control.
 AV0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0335.See file dsdata.txt to determine how the superseded data were derived.
 AV0335
 AV0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6661216418(NAD 83)
 AV0335_MARKER: DS = TRIANGULATION STATION DISK
 AV0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0335_STAMPING: RHODES 1933
 AV0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0335+STABILITY: SURFACE MOTION
 AV0335
 AV0335  HISTORY     - Date     Condition        Report By
 AV0335  HISTORY     - 1932     MONUMENTED       CGS
 AV0335  HISTORY     - 1961     GOOD             LOCENG
 AV0335  HISTORY     - 1963     GOOD             CGS
 AV0335  HISTORY     - 1965     GOOD             CGS
 AV0335  HISTORY     - 1965     GOOD             CGS
 AV0335  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0335  HISTORY     - 1980     MARK NOT FOUND   USGS
 AV0335  HISTORY     - 1980     MARK NOT FOUND   USGS
 AV0335
 AV0335                          STATION DESCRIPTION
 AV0335
 AV0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0335'STATION IS LOCATED ABOUT 2-1/2 MILES S OF KELSO BAYOU AND
 AV0335'ABOUT 3/8 MILE W OF CALCASIEU LAKE (BIG LAKE) AND ABOUT
 AV0335'A MILE N OF A TEMPORARY DOCK ON THE LAKE SHORE.
 AV0335'
 AV0335'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AV0335'IN CONCRETE.
 AV0335'
 AV0335'AN AZIMUTH MARK WAS ESTABLISHED ABOUT 1/4 MILE NE OF THE
 AV0335'STATION ALONG THE FENCE LINE S OF THE HOUSE.
 AV0335'
 AV0335'STATION MAY BE REACHED BY FOLLOWING THE STATE HIGHWAY FROM
 AV0335'SULPHUR TO HACKBERRY, AT HACKBERRY TURN LEFT ON A VERY POOR
 AV0335'DIRT ROAD BETWEEN THE HACKBERRY MEAT MARKET AND SMITHS HOTEL,
 AV0335'FOLLOW THIS ROAD TO A SMALL UNPAINTED HOUSE AT THE END OF
 AV0335'THE ROAD.  STATION IS ABOUT 1/4 MILE SW OF THIS HOUSE, IN
 AV0335'MARSHY GROUND, AND TO THE S AND E OF SEVERAL CRATERS MADE
 AV0335'BY OIL EXPLORATION PARTIES.  ONE CRATER ABOUT 25 FEET IN
 AV0335'DIAMETER IS ABOUT 25 FEET N OF THE STATION.  THIS ROAD IS
 AV0335'IMPASSABLE IN WET WEATHER AND IT IS NECESSARY TO REACH
 AV0335'STATION BY BOAT.
 AV0335'
 AV0335'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 AV0335
 AV0335                          STATION RECOVERY (1961)
 AV0335
 AV0335'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 AV0335'RECOVERED BY UNION TEXAS NAT. GAS CORP.
 AV0335'
 AV0335'CONDITION GOOD.  DESCRIPTION ADEQUATE.
 AV0335
 AV0335                          STATION RECOVERY (1963)
 AV0335
 AV0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 AV0335'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 AV0335'CONDITION.  REFERENCE MARK NO. 2 COULD NOT BE FOUND.  THE
 AV0335'STATION PROJECTS 1 INCH ABOVE GROUND, IT IS 300.5 FT. NORTH
 AV0335'OF SHELL ROAD AND 21 FT. SOUTH OF POND.
 AV0335'
 AV0335'TO REACH STATION FROM PONTOON BRIDGE ACROSS INTRACOASTAL
 AV0335'WATERWAY, GO SOUTH ALONG STATE ROAD NO. 27 FOR 7.4 MI. TO
 AV0335'SHELL ROAD.  THEN EAST ON SHELL ROAD FOR 1.3 MI. AND TO
 AV0335'STATION AS DESCRIBED.
 AV0335
 AV0335                          STATION RECOVERY (1965)
 AV0335
 AV0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AV0335'THE STATION MARK, STAMPED RHODES 1933, IS ABOUT 2.85 MILES
 AV0335'SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE BRIDGE OVER BLACK LAKE
 AV0335'BAYOU AT HACKBERRY, THENCE 1.25 MILES EAST ALONG A SHELL
 AV0335'ROAD, IN T 12 S, R 10 W, 298 FEET NORTH OF THE CENTER LINE
 AV0335'OF THE ROAD, 110 FEET NORTH OF THE NORTH BANK OF A SMALL
 AV0335'CANAL, 20 FEET SOUTHEAST OF THE SOUTHEAST BANK OF AN ABANDONED
 AV0335'OIL PIT, 101.0 FEET NORTH OF A WOODEN WITNESS POST, ABOUT
 AV0335'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AV0335'FLUSH WITH THE GROUND.
 AV0335'
 AV0335'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0335'
 AV0335'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0335'
 AV0335'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AV0335
 AV0335                          STATION RECOVERY (1965)
 AV0335
 AV0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0335'4.1 MI S FROM HACKBERRY.
 AV0335'ABOUT 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE BRIDGE OVER
 AV0335'BLACK LAKE BAYOU AT HACKBERRY, THENCE 1.25 MILES EAST ALONG A SHELL
 AV0335'ROAD, IN T 12 S, R 10 W, 298 FEET NORTH OF THE CENTER LINE OF THE
 AV0335'ROAD, 110 FEET NORTH OF THE NORTH BANK OF A SMALL CANAL, 20 FEET
 AV0335'SOUTHEAST OF THE SOUTHEAST BANK OF AN ABANDONED OIL PIT, 101.0 FEET
 AV0335'NORTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 AV0335'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AV0335
 AV0335                          STATION RECOVERY (1979)
 AV0335
 AV0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0335'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 AV0335'MARK WERE NOT RECOVERED.
 AV0335
 AV0335                          STATION RECOVERY (1980)
 AV0335
 AV0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 AV0335'NOTE--SPOIL BANKS LEVELED IN THIS AREA.
 AV0335
 AV0335                          STATION RECOVERY (1980)
 AV0335
 AV0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 AV0335'SPOIL BANKS LEVELED IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3072 ***********************************************************************
 CP3072  DESIGNATION -  RHYMES RESET
 CP3072  PID         -  CP3072
 CP3072  STATE/COUNTY-  LA/RICHLAND
 CP3072  USGS QUAD   -  CREW LAKE (1982)
 CP3072
 CP3072                         *CURRENT SURVEY CONTROL
 CP3072  ___________________________________________________________________
 CP3072* NAD 83(1992)-  32 22 43.30570(N)    091 53 58.36693(W)     ADJUSTED  
 CP3072* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 CP3072  ___________________________________________________________________
 CP3072  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CP3072  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP3072
 CP3072  HORZ ORDER  -  FIRST
 CP3072
 CP3072.The horizontal coordinates were established by classical geodetic methods
 CP3072.and adjusted by the National Geodetic Survey in January 1993..
 CP3072
 CP3072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3072
 CP3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3072
 CP3072.The geoid height was determined by GEOID03.
 CP3072
 CP3072;                    North         East     Units Scale Factor Converg.
 CP3072;SPC LA N     -   208,459.572 1,056,501.023   MT  0.99994701   +0 19 02.9
 CP3072;SPC LA N     -   683,921.11  3,466,203.77   sFT  0.99994701   +0 19 02.9
 CP3072;UTM  15      - 3,582,944.942   603,516.969   MT  0.99973214   +0 35 21.7
 CP3072
 CP3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3072!SPC LA N     -   1.00000032  x   0.99994701  =   0.99994733
 CP3072!UTM  15      -   1.00000032  x   0.99973214  =   0.99973246
 CP3072
 CP3072|---------------------------------------------------------------------|
 CP3072| PID    Reference Object                     Distance      Geod. Az  |
 CP3072|                                                           dddmmss.s |
 CP3072| CY4593 RHYMES RM 4                          27.089 METERS 01402     |
 CP3072| CP3042 RAYVILLE MUNICIPAL TANK             APPROX.17.5 KM 0503245.0 |
 CP3072| CP3044 RAYVILLE UNION COMP CO TANK         APPROX.17.5 KM 0512823.4 |
 CP3072| CP3045 RAYVILLE GIN RAD STA KER 457        APPROX.16.4 KM 0542147.0 |
 CP3072| CY4590 RHYMES RM 1                          71.100 METERS 19000     |
 CP3072| CY4592 RHYMES RM 3                          78.694 METERS 25523     |
 CP3072| CY4591 RHYMES RM 2                                        28219     |
 CP3072| CY4589 RHYMES AZ MK                                       2855022.5 |
 CP3072| CY4594 RHYMES RM 5                          26.314 METERS 29621     |
 CP3072|---------------------------------------------------------------------|
 CP3072
 CP3072                          SUPERSEDED SURVEY CONTROL
 CP3072
 CP3072  NAD 83(1986)-  32 22 43.31882(N)    091 53 58.36001(W) AD(       ) 1
 CP3072  NAD 27      -  32 22 42.79500(N)    091 53 57.89300(W) AD(       ) 1
 CP3072  NGVD 29 (07/19/86)   24.0    (m)           79.     (f) VERT ANG       
 CP3072
 CP3072.Superseded values are not recommended for survey control.
 CP3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3072.See file dsdata.txt to determine how the superseded data were derived.
 CP3072
 CP3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR0351782945(NAD 83)
 CP3072_MARKER: DS = TRIANGULATION STATION DISK
 CP3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3072
 CP3072  HISTORY     - Date     Condition        Report By
 CP3072  HISTORY     - 1970     MONUMENTED       NGS
 CP3072  HISTORY     - 1971     GOOD             NGS
 CP3072
 CP3072                          STATION DESCRIPTION
 CP3072
 CP3072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3072'THE STATION MARK WAS RECOVERED.  THE SURFACE MARK HAD BEEN HIT BY
 CP3072'MACHINERY AND THE TOP MARK BROKEN OFF.  REFERENCE MARKS NUMBER
 CP3072'1, 2 AND 3 WERE SEARCHED FOR BUT COULD NOT BE FOUND.
 CP3072'
 CP3072'A NEW STATION SURFACE MARK, REFERENCE MARKS 4, 5 AND AN AZIMUTH
 CP3072'MARK HAVE NOW BEEN ESTABLISHED.
 CP3072'
 CP3072'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CP3072'
 CP3072'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF MONROE, 7-1/2
 CP3072'MILES SOUTH-SOUTHEAST OF START, 10-1/2 MILES SOUTHWEST OF
 CP3072'RAYVILLE, IN THE SOUTHWEST 1/4 OF SECTION 7.  T 16N.  R 6 E.
 CP3072'IN A PLOT OF LAND FORMED BY STATE HIGHWAYS 15, 133 AND A
 CP3072'CONNECTING PAVED ROAD.  STATION IS ON PROPERTY WHICH IS OWNED
 CP3072'BY THE RHYMES ESTATE (MRS. R.B. OLIVER AND MRS. RIBERTINE COBB
 CP3072'ARE IN CHARGE OF PROPERTY) MRS. OLIVER CAN BE CONTACTED BY
 CP3072'TELEPHONE NUMBER 323-4331, MONROE, LOUISIANA.
 CP3072'
 CP3072'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 165
 CP3072'BYPASS AND 15 WHICH IS AT THE SOUTHEAST EDGE OF MONROE.  GO
 CP3072'SOUTHEAST ON STATE HIGHWAY 15 FOR 13.3 MILES TO THE AZIMUTH
 CP3072'MARK ON THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 15 FOR 0.7
 CP3072'MILE TO THE JUNCTION WITH STATE HIGHWAY 133 AND THE RHYMES
 CP3072'GROCERY STORE ON LEFT, TURN LEFT AND GO NORTH ON HIGHWAY 133
 CP3072'FOR ABOUT 230 FEET TO STATION MARK ON THE LEFT, AS DESCRIBED.
 CP3072'
 CP3072'THE STATION MARK IS A STANDARD DISK STAMPED RHYMES 1931 1970.  IT
 CP3072'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3072'IS FLUSH WITH THE GROUND SURFACE.  THE SUBSURFACE MARK DISK
 CP3072'IS STAMPED RHYMES 1931.  IT IS SET IN AN IRREGULAR MASS OF
 CP3072'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.  IT IS 45 FEET
 CP3072'EAST OF THE CENTERLINE OF STATE HIGHWAY 133, 71.0 FEET NORTHEAST
 CP3072'OF THE NORTHEAST CORNER OF A BRICK STORE, AND 118 FEET
 CP3072'SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD THAT MAKES A
 CP3072'TRAFFIC TRIANGLE.
 CP3072'
 CP3072'REFERENCE MARK 4, A STANDARD DISK STAMPED RHYMES NO 4 1931
 CP3072'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3072'MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.
 CP3072'IT IS 42 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 133, 66
 CP3072'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD MAKING A TRIANGLE,
 CP3072'AND 24.4 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER POST.
 CP3072'
 CP3072'REFERENCE MARK 5, A STANDARD DISK STAMPED RHYMES NO 5 1931 1970, IS
 CP3072'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3072'FLUSH WITH THE GROUND SURFACE.  IT IS 77 FEET NORTH OF
 CP3072'THE NORTHWEST CORNER OF A BRICK STORE, 41 FEET SOUTHEAST OF THE
 CP3072'CENTERLINE OF THE ROAD MAKING A TRIANGLE, AND 1.2 FEET NORTH OF A
 CP3072'POWERLINE POLE.
 CP3072'
 CP3072'THE AZIMUTH MARK, A STANDARD DISK STAMPED RHYMES 1931 1970, IS SET
 CP3072'IN A DRILL-HOLE IN THE TOP OF THE WEST END OF A CONCRETE CULVERT
 CP3072'HEADWALL.  IT IS 24 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 CP3072'15, 27 FEET NORTH OF A FENCE, 0.5 FOOT EAST OF THE WEST END OF THE
 CP3072'HEADWALL, AND 34.5 FEET NORTHEAST OF THE METAL WITNESS POST.
 CP3072'
 CP3072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 CP3072'SOUTH-SOUTHEAST OF START.
 CP3072'
 CP3072'HEIGHT OF LIGHT ABOVE STATION MARK 125.3 FEET.
 CP3072
 CP3072                          STATION RECOVERY (1971)
 CP3072
 CP3072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3072'THE STATION MARK, REFERENCE MARK 4, REFERENCE MARK 5 AND THE AZIMUTH
 CP3072'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CP3072'
 CP3072'THE STATION WAS OCCUPIED 11/70, THEREFORE NO MEASUREMENTS OR
 CP3072'DIRECTIONS WERE MADE TO THE REFERENCE MARKS OR AZIMUTH MARK AT
 CP3072'THIS DATE.
 CP3072'
 CP3072'THE 1970 DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2423 ***********************************************************************
 AU2423  DESIGNATION -  RICE
 AU2423  PID         -  AU2423
 AU2423  STATE/COUNTY-  LA/TERREBONNE
 AU2423  USGS QUAD   -  LOST LAKE (1978)
 AU2423
 AU2423                         *CURRENT SURVEY CONTROL
 AU2423  ___________________________________________________________________
 AU2423* NAD 83(1992)-  29 19 40.15019(N)    091 03 21.39214(W)     ADJUSTED  
 AU2423* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2423  ___________________________________________________________________
 AU2423  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2423  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AU2423
 AU2423  HORZ ORDER  -  THIRD
 AU2423
 AU2423.The horizontal coordinates were established by classical geodetic methods
 AU2423.and adjusted by the National Geodetic Survey in January 1993..
 AU2423
 AU2423.The orthometric height was scaled from a topographic map.
 AU2423
 AU2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2423
 AU2423.The geoid height was determined by GEOID03.
 AU2423
 AU2423;                    North         East     Units Scale Factor Converg.
 AU2423;SPC LA S     -    91,793.792 1,026,942.778   MT  0.99999423   +0 08 19.3
 AU2423;SPC LA S     -   301,160.13  3,369,228.10   sFT  0.99999423   +0 08 19.3
 AU2423;UTM  15      - 3,245,875.079   688,769.531   MT  1.00003972   +0 57 09.0
 AU2423
 AU2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2423!SPC LA S     -   1.00000390  x   0.99999423  =   0.99999813
 AU2423!UTM  15      -   1.00000390  x   1.00003972  =   1.00004362
 AU2423
 AU2423|---------------------------------------------------------------------|
 AU2423| PID    Reference Object                     Distance      Geod. Az  |
 AU2423|                                                           dddmmss.s |
 AU2423| CV9332 RICE RM 1                            24.030 METERS 11606     |
 AU2423| AU2429 HAMMOCK                             APPROX. 8.4 KM 2362817.3 |
 AU2423| CV9333 RICE RM 2                            20.179 METERS 34633     |
 AU2423|---------------------------------------------------------------------|
 AU2423
 AU2423                          SUPERSEDED SURVEY CONTROL
 AU2423
 AU2423  NAD 83(1986)-  29 19 40.17131(N)    091 03 21.39827(W) AD(       ) 3
 AU2423  NAD 27      -  29 19 39.39100(N)    091 03 21.03600(W) AD(       ) 3
 AU2423
 AU2423.Superseded values are not recommended for survey control.
 AU2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2423.See file dsdata.txt to determine how the superseded data were derived.
 AU2423
 AU2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8877045875(NAD 83)
 AU2423_MARKER: DS = TRIANGULATION STATION DISK
 AU2423_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AU2423
 AU2423  HISTORY     - Date     Condition        Report By
 AU2423  HISTORY     - 1935     MONUMENTED       CGS
 AU2423  HISTORY     - 1948     GOOD             CGS
 AU2423  HISTORY     - 1952     GOOD             CGS
 AU2423  HISTORY     - 1965     GOOD             CGS
 AU2423  HISTORY     - 1966     GOOD             CGS
 AU2423
 AU2423                          STATION DESCRIPTION
 AU2423
 AU2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (TBR)
 AU2423'STATION IS ABOUT 4 MILES E OF FOUR LEAGUE BAY, ON THE N SIDE
 AU2423'OF A SMALL BAYOU ON THE E SIDE OF LOST LAKE PASS NEAR ITS
 AU2423'ENTRANCE INTO LOST LAKE.  THERE ARE 3 CAMPS TO THE SOUTHWARD OF
 AU2423'THE STATION.
 AU2423'
 AU2423'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AU2423'6-FOOT CONCRETE POSTS, PRECAST AROUND A 1/2-INCH STEEL REINFORCING
 AU2423'BAR.  MARKS PROJECT 18 INCHES ABOVE THE SURFACE OF THE GROUND.
 AU2423'
 AU2423'STATION CAN BE REACHED ONLY BY BOAT.
 AU2423'
 AU2423'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 AU2423
 AU2423                          STATION RECOVERY (1948)
 AU2423
 AU2423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AU2423'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2423
 AU2423                          STATION RECOVERY (1952)
 AU2423
 AU2423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2423'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2423'THE CAMP, WHICH IS REFERRED TO IN THE ORIGINAL DESCRIPTION, NO
 AU2423'LONGER EXISTS.  A REVISED DESCRIPTION FOLLOWS--
 AU2423'
 AU2423'STATION IS LOCATED ABOUT 4 MI. E OF FOUR LEAGUE BAY, ON THE N
 AU2423'SIDE OF A SMALL BAYOU, ON THE E SIDE OF LOST LAKE PASS NEAR ITS
 AU2423'ENTRANCE INTO LOST LAKE, AND 120 FT. NE OF THE POINT WHERE THE
 AU2423'SMALL BAYOU MEETS THE LAKE.  IT IS A STANDARD DISK, STAMPED RICE
 AU2423'1935 AND SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.5
 AU2423'FT. ABOVE THE GROUND.
 AU2423'
 AU2423'REFERENCE MARK 1 IS 79 FT. SE OF THE STATION, AND IN A SOFT
 AU2423'MARSH.  IT IS A STANDARD DISK, STAMPED NO 1 1935 AND SET IN THE
 AU2423'TOP OF A CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE THE GROUND.
 AU2423'
 AU2423'REFERENCE MARK 2 IS 66 FT. N OF THE STATION, AND IN A SOFT
 AU2423'MARSH.  IT IS A STANDARD DISK, STAMPED NO 2 1935 AND SET IN THE
 AU2423'TOP OF A CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE THE GROUND.
 AU2423
 AU2423                          STATION RECOVERY (1965)
 AU2423
 AU2423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU2423'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 AU2423'CONDITION.  THERE IS A 20 FOOT TARGET POLE OVER THE STATION.
 AU2423'
 AU2423'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AU2423'
 AU2423'THE STATION WAS REACHED BY FLOAT PLANE.
 AU2423
 AU2423                          STATION RECOVERY (1966)
 AU2423
 AU2423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2423'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2423'A METAL WITNESS POST WAS SET AT THE STATION MARK AND THERE IS ALSO
 AU2423'A 4-INCH IRON PIPE THAT PROJECTS 10 FEET BESIDE THE MARK.  THE
 AU2423'STATION MARK PROJECTS ABOUT 2 INCHES ABOVE THE MARSH AND BOTH
 AU2423'REFERENCE MARKS ARE ABOUT 2 INCHES BELOW THE MUD.  THE 1952
 AU2423'RECOVERY NOTE BY A.L.P. IS ADEQUATE.
 AU2423'
 AU2423'STATION IS LOCATED ABOUT 4 MILES EAST OF FOUR LEAGUE BAY, ON THE
 AU2423'NORTH SIDE OF A SMALL BAYOU, ON THE EAST SIDE OF LOST LAKE PASS
 AU2423'NEAR ITS ENTRANCE INTO LOST LAKE, AND 120 FEET NORTHEAST OF
 AU2423'THE POINT WHERE THE SMALL BAYOU MEETS THE LAKE.
 AU2423'
 AU2423'REFERENCE MARK 1 IS 79 FEET SOUTHEAST OF THE STATION.
 AU2423'
 AU2423'REFERENCE MARK 2 IS 66 FEET NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3199 ***********************************************************************
 BK3199  DESIGNATION -  RICE
 BK3199  PID         -  BK3199
 BK3199  STATE/COUNTY-  LA/CALCASIEU
 BK3199  USGS QUAD   -  VINTON (1994)
 BK3199
 BK3199                         *CURRENT SURVEY CONTROL
 BK3199  ___________________________________________________________________
 BK3199* NAD 83(1992)-  30 08 21.87883(N)    093 30 07.46101(W)     ADJUSTED  
 BK3199* NAVD 88     -         3.69   (+/-2cm)      12.1  **(feet)  VERTCON   
 BK3199  **This station is located in a subsidence area (see below).
 BK3199  ___________________________________________________________________
 BK3199  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK3199  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK3199
 BK3199  HORZ ORDER  -  FIRST
 BK3199  VERT ORDER  -  THIRD ? (See Below)
 BK3199
 BK3199.The horizontal coordinates were established by classical geodetic methods
 BK3199.and adjusted by the National Geodetic Survey in January 1993..
 BK3199
 BK3199 ** The orthometric height has not been validated since last determined
 BK3199 ** by differential leveling and should not be used for control purposes.
 BK3199 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3199 ** area with valid NAVD 88 orthometric heights.
 BK3199 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3199 ** epoch indicated which incorporates improved geoid heights for the
 BK3199 ** Southern Louisiana Subsidence area.
 BK3199 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3199.The vertical order pertains to the NGVD 29 superseded value.
 BK3199
 BK3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3199
 BK3199.The geoid height was determined by GEOID03.
 BK3199
 BK3199;                    North         East     Units Scale Factor Converg.
 BK3199;SPC LA S     -   183,696.694   791,066.906   MT  0.99992866   -1 05 03.8
 BK3199;SPC LA S     -   602,678.24  2,595,358.67   sFT  0.99992866   -1 05 03.8
 BK3199;UTM  15      - 3,334,339.743   451,643.786   MT  0.99962885   -0 15 07.6
 BK3199
 BK3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3199!SPC LA S     -   1.00000372  x   0.99992866  =   0.99993238
 BK3199!UTM  15      -   1.00000372  x   0.99962885  =   0.99963257
 BK3199
 BK3199|---------------------------------------------------------------------|
 BK3199| PID    Reference Object                     Distance      Geod. Az  |
 BK3199|                                                           dddmmss.s |
 BK3199| BK1833 RICE 2 AZ MK                        285.719 METERS 00045     |
 BK3199| CV9130 RICE RM 2                                          2684200.1 |
 BK3199| BK1831 RICE 2                               10.391 METERS 29909     |
 BK3199|---------------------------------------------------------------------|
 BK3199
 BK3199                          SUPERSEDED SURVEY CONTROL
 BK3199
 BK3199  NAD 83(1986)-  30 08 21.89651(N)    093 30 07.44925(W) AD(       ) 1
 BK3199  NAD 27      -  30 08 21.14600(N)    093 30 06.88100(W) AD(       ) 1
 BK3199  NGVD 29 (07/19/86)    3.65   (m)           12.0    (f) LEVELING    3  
 BK3199
 BK3199.Superseded values are not recommended for survey control.
 BK3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3199.See file dsdata.txt to determine how the superseded data were derived.
 BK3199
 BK3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5164434340(NAD 83)
 BK3199_MARKER: DS = TRIANGULATION STATION DISK
 BK3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3199
 BK3199  HISTORY     - Date     Condition        Report By
 BK3199  HISTORY     - 1931     MONUMENTED       CGS
 BK3199  HISTORY     - 1936     GOOD             LAGS
 BK3199  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BK3199  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3199
 BK3199                          STATION DESCRIPTION
 BK3199
 BK3199'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK3199'STATION IS ABOUT 10 MILES SW OF SULPHUR AND 6 MILES SE OF
 BK3199'VINTON, IN THE RIGHT-OF-WAY OF HIGHWAY 381, ADJOINING LAND
 BK3199'OWNED BY THE SOUTHERN STATES REALTY COMPANY OF NEW ORLEANS.
 BK3199'
 BK3199'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3199'DISKS SET IN CONCRETE, AND
 BK3199'UPPER MARK PROJECTS 6 INCHES.
 BK3199'
 BK3199'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, NEAR THE NE
 BK3199'CORNER OF CULTIVATED FIELD, IN THE RIGHT-OF-WAY AND 32 FEET
 BK3199'S OF THE CENTER LINE OF HIGHWAY 381, 47 FEET SW OF ITS INTERSECTION
 BK3199'WITH THE DIRT LANE SECTION LINE ROAD, 1.3 FEET E OF A WIRE
 BK3199'FENCE CORNER, AND 83.76 FEET FROM STATION, S 29 DEG 25 MIN E
 BK3199'
 BK3199'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, IS 0.15 MILE E OF
 BK3199'GRAVEL ROAD LEADING S, IN THE RIGHT-OF-WAY OF AND 31 FEET S
 BK3199'OF CENTER LINE OF HIGHWAY 381, NEAR THE SIDE CENTER OF GARDEN
 BK3199'PLOT, 65 FEET NE OF FRAME BUNGALOW, 33 FEET E OF FENCE CORNER
 BK3199'AND DOUBLE TREES, 1.25 FEET N OF FENCE LINE, AND 0.85 MILE
 BK3199'FROM STATION, S 88 DEG 42 MIN W.
 BK3199'
 BK3199'TO REACH STATION FROM VINTON, GO BY GRAVEL HIGHWAY E 2.5
 BK3199'MILES, THEN S 3 MILES, THEN E 2 MILES TO STATION, WHICH IS 42
 BK3199'FEET N OF CENTER LINE OF HIGHWAY 381, NEAR SE CORNER OF
 BK3199'CULTIVATED FIELD, 1 MILE E OF GRAVEL ROAD LEADING S, ON A MOUND
 BK3199'ABOUT 80 FEET IN DIAMETER AND 2 FEET ABOVE THE GENERAL LEVEL,
 BK3199'76 FEET W OF CENTER LINE OF LANE GOING N ON SECTION LINE
 BK3199'FROM THE MAIN HIGHWAY JUST W OF END OF AN IRRIGATION CANAL
 BK3199'ON N SIDE OF HIGHWAY, 1/4 MILE S OF SMALL FRAME HOUSE,
 BK3199'55 FEET W OF SE CORNER OF FIELD, AND 0.8 FOOT S OF WIRE FENCE
 BK3199'LINE.
 BK3199
 BK3199                          STATION RECOVERY (1936)
 BK3199
 BK3199'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK3199'STATION RECOVERED AS DESCRIBED.
 BK3199
 BK3199                          STATION RECOVERY (1959)
 BK3199
 BK3199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK3199'THE STATION WAS VISITED 9-17-59 AND THE STATION SURFACE MARK
 BK3199'WAS FOUND DESTROYED.  THE UNDERGROUND MARK WAS FOUND IN GOOD
 BK3199'CONDITION AND IN ITS ORIGINAL POSITION.  REFERENCE MARK NO.
 BK3199'1 AND REFERENCE MARK NO. 2 (AZIMUTH MARK) WERE FOUND IN GOOD
 BK3199'CONDITION.  THE STATION AND REFERENCE MARK NO. 2 (AZIMUTH MARK)
 BK3199'WERE MOVED AT THIS DATE AT THE REQUEST OF THE STATE HIGHWAY
 BK3199'DEPARTMENT.
 BK3199'
 BK3199'STATION RICE 2 1959 WAS ESTABLISHED 10.410 METERS NORTHWEST
 BK3199'OF THE STATION, REFERENCE MARK NO. 3 WAS ESTABLISHED AND
 BK3199'REFERENCEMARK NO. 1 WAS USED FOR THE NEW STATION.  THE AZIMUTH
 BK3199'MARK WAS MOVED 0.15 MILE NORTH OF THE STATION.  THE UNDERGROUND
 BK3199'MARK WAS RECLAIMED AT THIS DATE SINCE IT WOULD BE DESTROYED
 BK3199'BY ROAD CONSTRUCTION.
 BK3199'
 BK3199'SEE DESCRIPTION FOR TRIANGULATION STATION RICE 2 1959.
 BK3199
 BK3199                          STATION RECOVERY (1997)
 BK3199
 BK3199'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1831 ***********************************************************************
 BK1831  DESIGNATION -  RICE 2
 BK1831  PID         -  BK1831
 BK1831  STATE/COUNTY-  LA/CALCASIEU
 BK1831  USGS QUAD   -  VINTON (1994)
 BK1831
 BK1831                         *CURRENT SURVEY CONTROL
 BK1831  ___________________________________________________________________
 BK1831* NAD 83(1992)-  30 08 22.04322(N)    093 30 07.80005(W)     ADJUSTED  
 BK1831* NAVD 88     -         3.5  **(meters)      11.   **(feet)  GPS OBS   
 BK1831  **This station is located in a subsidence area (see below).
 BK1831  ___________________________________________________________________
 BK1831  X           -    -337,226.223 (meters)                     COMP
 BK1831  Y           -  -5,510,180.414 (meters)                     COMP
 BK1831  Z           -   3,183,740.380 (meters)                     COMP
 BK1831  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK1831  ELLIP HEIGHT-         -23.98  (meters)          (02/20/02) GPS OBS
 BK1831  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK1831
 BK1831  HORZ ORDER  -  SECOND
 BK1831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1831  ELLP ORDER  -  FOURTH    CLASS I
 BK1831
 BK1831.The horizontal coordinates were established by classical geodetic methods
 BK1831.and adjusted by the National Geodetic Survey in January 1993..
 BK1831
 BK1831 ** The orthometric height has not been validated since last determined
 BK1831 ** by differential leveling and should not be used for control purposes.
 BK1831 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1831 ** area with valid NAVD 88 orthometric heights.
 BK1831 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1831 ** epoch indicated which incorporates improved geoid heights for the
 BK1831 ** Southern Louisiana Subsidence area.
 BK1831 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1831.The orthometric height was determined by GPS observations and a
 BK1831.high-resolution geoid model.
 BK1831.The vertical order pertains to the NGVD 29 superseded value.
 BK1831
 BK1831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1831
 BK1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1831
 BK1831.The ellipsoidal height was determined by GPS observations
 BK1831.and is referenced to NAD 83.
 BK1831
 BK1831.The geoid height was determined by GEOID03.
 BK1831
 BK1831;                    North         East     Units Scale Factor Converg.
 BK1831;SPC LA S     -   183,701.927   791,057.930   MT  0.99992866   -1 05 04.0
 BK1831;SPC LA S     -   602,695.41  2,595,329.23   sFT  0.99992866   -1 05 04.0
 BK1831;UTM  15      - 3,334,344.843   451,634.738   MT  0.99962886   -0 15 07.7
 BK1831
 BK1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1831!SPC LA S     -   1.00000377  x   0.99992866  =   0.99993243
 BK1831!UTM  15      -   1.00000377  x   0.99962886  =   0.99963262
 BK1831
 BK1831|---------------------------------------------------------------------|
 BK1831| PID    Reference Object                     Distance      Geod. Az  |
 BK1831|                                                           dddmmss.s |
 BK1831| BK1833 RICE 2 AZ MK                        280.925 METERS 00237     |
 BK1831| BK1830 RICE 2 RM 3                          28.514 METERS 04438     |
 BK1831| BK3199 RICE                                 10.391 METERS 11909     |
 BK1831| BK1832 RICE RM 1                            34.832 METERS 14138     |
 BK1831| CV9131 RICE 2 RM 1                          34.863 METERS 14139     |
 BK1831| BK3191 10B001                              APPROX. 6.4 KM 3544837.9 |
 BK1831|---------------------------------------------------------------------|
 BK1831
 BK1831                          SUPERSEDED SURVEY CONTROL
 BK1831
 BK1831  ELLIP H (01/13/95)  -23.89   (m)                       GP(       ) 3 2
 BK1831  NAD 83(1986)-  30 08 22.06090(N)    093 30 07.78828(W) AD(       ) 2
 BK1831  NAD 27      -  30 08 21.31041(N)    093 30 07.22006(W) AD(       ) 2
 BK1831  NGVD 29 (??/??/??)    3.458  (m)           11.35   (f) ADJUSTED    2 0
 BK1831
 BK1831.Superseded values are not recommended for survey control.
 BK1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1831.See file dsdata.txt to determine how the superseded data were derived.
 BK1831
 BK1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5163534345(NAD 83)
 BK1831_MARKER: DS = TRIANGULATION STATION DISK
 BK1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1831_SP_SET: CONCRETE POST
 BK1831_STAMPING: RICE 2 1959
 BK1831_MARK LOGO: CGS   
 BK1831_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1831+STABILITY: SURFACE MOTION
 BK1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1831+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1990
 BK1831
 BK1831  HISTORY     - Date     Condition        Report By
 BK1831  HISTORY     - 1959     MONUMENTED       CGS
 BK1831  HISTORY     - 1965     GOOD             CGS
 BK1831  HISTORY     - 1970     GOOD             LADH
 BK1831  HISTORY     - 1970     GOOD             LADTD
 BK1831  HISTORY     - 19901219 GOOD             VFM
 BK1831
 BK1831                          STATION DESCRIPTION
 BK1831
 BK1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK1831'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SULPHUR,
 BK1831'6.5 SOUTH OF EDGERLY, AND 6 MILES SOUTHEAST OF VINTON, IN THE
 BK1831'NORTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 108 AND
 BK1831'396, AT THE SE 1/4 SEC. 32, T 10 S, R 11 W, AND AT THE SOUTHEAST
 BK1831'CORNER OF A CULTIVATED FIELD OWNED BY MR. STIENS.  IT IS 47.6
 BK1831'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 108, 102 FEET
 BK1831'WEST OF THE CENTERLINE OF STATE HIGHWAY 396, 115.5 FEET
 BK1831'NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE TWO
 BK1831'HIGHWAYS, 11 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 BK1831'SOUTHEAST OF A FENCE LINE, AND 1 FOOT NORTHWEST OF A METAL
 BK1831'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK,
 BK1831'STAMPED RICE 2 1959, SET IN THE TOP OF A 12-INCH ROUND
 BK1831'CONCRETE POST PROJECTING 6 INCHES.  IT IS ABOUT 2 FEET
 BK1831'ABOVE THE SURROUNDING AREA.
 BK1831'
 BK1831'REFERENCE MARK NO. 1 IS 114.28 FEET SOUTHEAST OF THE STATION.
 BK1831'IT IS 43.5 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 108,
 BK1831'54 FEET SOUTHWEST OF THE CENTERLINES OF THE ROAD INTERSECTIONS,
 BK1831'2 FEET EAST OF A POWER POLE, AND 1 FOOT SOUTHWEST OF A METAL
 BK1831'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK,
 BK1831'STAMPED RICE NO 1 1931, SET IN THE TOP OF A 12-INCH SQUARE
 BK1831'CONCRETE POST 6 INCHES BELOW THE SURFACE OF THE GROUND.
 BK1831'
 BK1831'REFERENCE MARK NO. 3 IS 93.48 FEET NORTHEAST OF THE STATION,
 BK1831'34 FEET WEST OF STATE HIGHWAY 396, 114.5 FEET NORTH OF THE
 BK1831'CENTERLINE OF STATE HIGHWAY 108, 6 FEET SOUTHWEST OF A FENCE
 BK1831'CORNER, 1.5 FEET SOUTHEAST OF A FENCE LINE, 107.5 FEET SOUTH
 BK1831'OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST
 BK1831'BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED RICE
 BK1831'2 NO 3 1959, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BK1831'PROJECTING 6 INCHES.
 BK1831'
 BK1831'THE AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION AT THE
 BK1831'SOUTHEAST CORNER OF THE FRONT YARD OF AN UNPAINTED TENANT
 BK1831'HOUSE, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 39 FEET
 BK1831'WEST OF THE CENTERLINE OF STATE HIGHWAY 396, 63.5 FEET SOUTHEAST
 BK1831'OF THE SOUTHEAST CORNER OF THE TENANT HOUSE, 28 FEET SOUTH
 BK1831'OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE, 2 FEET WEST
 BK1831'OF A FENCE LINE, 13 FEET SOUTH-SOUTHWEST OF A POWER POLE,
 BK1831'1 FOOT NORTH OF A FENCE LINE, AND 1 FOOT WEST OF A WITNESS
 BK1831'POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED
 BK1831'RICE 2 1959, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BK1831'POST.
 BK1831'
 BK1831'TO REACH THE STATION FROM THE CALCASIEU MARINE NATIONAL BANK
 BK1831'AT THE JUNCTION OF STATE HIGHWAY 27 AND U.S. HIGHWAY 90 AT
 BK1831'SULPHUR, GO WEST ON U.S. HIGHWAY 90 FOR 7.8 MILES TO THE JUNCTION
 BK1831'WITH STATE HIGHWAY 396 AT EDGERLY, TURN LEFT AND GO SOUTH
 BK1831'ON STATE HIGHWAY 396 FOR 6.3 MILES TO THE JUNCTION WITH
 BK1831'STATE HIGHWAY 108 AND THE STATION IN THE NORTHWEST ANGLE
 BK1831'OF THE INTERSECTION.
 BK1831'
 BK1831'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE
 BK1831'HIGHWAY 396 FOR 0.15 MILE TO A TENANT HOUSE AND THE AZIMUTH
 BK1831'MARK ON THE LEFT.
 BK1831
 BK1831                          STATION RECOVERY (1965)
 BK1831
 BK1831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 BK1831'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION
 BK1831'IS ADEQUATE.
 BK1831'
 BK1831'THE AZIMUTH MARK IS NORTH 0.15 MILE.
 BK1831'
 BK1831'REFERENCE MARK NO. 3 IS NORTHEAST 93.55 FEET.
 BK1831'
 BK1831'REFERENCE MARK NO. 1 IS SOUTHEAST 114.38 FEET.
 BK1831
 BK1831                          STATION RECOVERY (1970)
 BK1831
 BK1831'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (DJT)
 BK1831'THE STATION WAS VISITED FEBRUARY 20, 1970 AND THE STATION
 BK1831'MARK, REFERENCE MARK NO. 1, NO. 3, AZIMUTH MARK AND ALL WERE
 BK1831'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK1831'
 BK1831'THE STATION IS LOCATED 10 MILES SOUTHWEST OF SULPHUR AND 6
 BK1831'MILES SOUTHEAST OF VINTON, IN THE SOUTHEAST, 1/4 OF SECTION
 BK1831'32, T10S, R11W, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 BK1831'OF HIGHWAYS.  IT IS 47-1/2 FEET NORTH OF THE CENTERLINE OF
 BK1831'STATE ROUTE 108, 102 FEET WEST OF CENTERLINE OF STATE ROUTE
 BK1831'396, 115-1/2 FEET NORTHWEST OF THE INTERSECTION OF THE
 BK1831'CENTERLINE OF STATE ROUTE 108 AND 396, 11 FEET NORTHEAST
 BK1831'OF A FENCE CORNER, 1 FOOT SOUTHEAST OF FENCE LINE, 1 FOOT
 BK1831'NORTHWEST OF A METAL WITNESS POST, 2 FEET ABOVE ROADWAY.
 BK1831'
 BK1831'IT IS A STANDARD TRIANGULATION DISK, STAMPED RICE 2 1959,
 BK1831'PROJECTING 6 INCHES.
 BK1831'
 BK1831'REFERENCE MARK NO. 1 IS 114.28 FEET SOUTHEAST OF THE STATION.
 BK1831'IT IS 43-1/2 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 108,
 BK1831'54 FEET SOUTHWEST OF THE INTERSECTION OF LA. 108 AND LA. 396,
 BK1831'2 FEET EAST OF A POWER POLE, 1 FOOT SOUTHWEST OF A METAL
 BK1831'WITNESS POST, LEVEL WITH ROADWAY.  IT IS A STANDARD DISK,
 BK1831'STAMPED RICE NO. 1 1931, 6 INCHES BELOW SURFACE OF GROUND.
 BK1831'
 BK1831'REFERENCE MARK NO. 3 IS 93.48 FEET NORTHEAST OF THE STATION.
 BK1831'IT IS 34 FEET WEST OF STATE ROUTE 396, 114-1/2 FEET NORTH
 BK1831'OF THE CENTERLINE OF STATE ROUTE 108, 6 FEET SOUTHWEST OF A
 BK1831'FENCE CORNER, 1-1/2 FEET SOUTHEAST OF A FENCE LINE, 107-1/2
 BK1831'FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS
 BK1831'POST ABOUT LEVEL WITH ROADWAY.  IT IS A STANDARD REFERENCE
 BK1831'MARK DISK STAMPED RICE 2 NO. 3 1959, PROJECTING 6 INCHES.
 BK1831'
 BK1831'THE AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION.  IT IS
 BK1831'39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 63-1/2 FEET
 BK1831'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE, 28
 BK1831'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE,
 BK1831'2 FEET WEST OF A FENCE LINE, 13 FEET SOUTH-SOUTHWEST OF A
 BK1831'POWER POLE, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT WEST OF A
 BK1831'STEEL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK,
 BK1831'STAMPED RICE 2 1959, PROJECTING 0 INCHES.
 BK1831'
 BK1831'TO REACH THE STATION FROM THE U.S. POST OFFICE AT VINTON
 BK1831'LOCATED ON HORRIDAGE STREET, GO NORTH ABOUT 0.1 MILE ALONG
 BK1831'HORRIDAGE STREET, THENCE 7.85 MILES SOUTHEAST ALONG STATE
 BK1831'ROUTE 108 TO THE MARKER ON THE LEFT.
 BK1831'
 BK1831'TO REACH THE AZIMUTH MARKER FROM THE U.S. POST OFFICE AT
 BK1831'VINTON LOCATED ON HORRIDAGE STREET, GO NORTH 0.1 MILE TO
 BK1831'STATE ROUTE 108, THENCE SOUTHEAST 7.85 MILES ALONG STATE
 BK1831'ROUTE 108 TO THE JUNCTION OF STATE ROUTE 108 AND 396, THENCE
 BK1831'0.15 MILES NORTH ALONG STATE ROUTE 396 TO THE MARKER ON THE
 BK1831'LEFT.
 BK1831'
 BK1831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 BK1831'SOUTHEAST OF THE VINCENT SETTLEMENT
 BK1831
 BK1831                          STATION RECOVERY (1970)
 BK1831
 BK1831'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BK1831'8.0 MI SE FROM VINTON.
 BK1831'ABOUT 0.1 MILE NORTH ALONG HORRIDAGE STREET FROM THE US POST OFFICE AT
 BK1831'VINTON, THENCE 7.9 MILES SOUTHEAST ALONG STATE ROUTE 108, 47 1/2 FEET
 BK1831'NORTH OF THE CENTERLINE OF STATE ROUTE 108, 102 FEET WEST OF THE
 BK1831'CENTERLINE OF STATE ROUTE 396, 115 1/2 FEET NORTHWEST OF THE
 BK1831'INTERSECTION OF THE CENTERLINES OF TWO HIGHWAYS, 11 FEET NORTHEAST OF
 BK1831'A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE LINE, 1 FOOT NORTHWEST OF
 BK1831'A METAL WITNESS POST, 2 FEET ABOVE ROADWAY, SET IN THE TOP OF A
 BK1831'CONCRETE POST PROJECTING 6 INCHES.  SECTION 32, T10S, R11W.
 BK1831
 BK1831                          STATION RECOVERY (1990)
 BK1831
 BK1831'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK1831'A NEW TO-REACH DESCRIPTION FOLLOWS FROM INTERSECTION OF U.S. HWY. 90
 BK1831'AND STATE HIGHWAY 388 JUST S.E. OF EDGERLY, LA., GO WEST ON U.S. HWY.
 BK1831'90 FOR 0.6 MI. TO INTERSECTION WITH FABACHER ROAD, AND GO 2.O MI. TO
 BK1831'OVERPASS OVER I-10, CONTINUE STRAIGHT AHEAD FOR 3.0 MI.TO INTERSECTION
 BK1831'WITH STATE HWY. 108 AND MARK ON RIGHT IN N.W. QUADRANT OF
 BK1831'INTERSECTION. ORIGINAL SITE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1833 ***********************************************************************
 BK1833  DESIGNATION -  RICE 2 AZ MK
 BK1833  PID         -  BK1833
 BK1833  STATE/COUNTY-  LA/CALCASIEU
 BK1833  USGS QUAD   -  VINTON (1994)
 BK1833
 BK1833                         *CURRENT SURVEY CONTROL
 BK1833  ___________________________________________________________________
 BK1833* NAD 83(1992)-  30 08 31.15673(N)    093 30 07.32094(W)     ADJUSTED  
 BK1833* NAVD 88     -         3.07   (+/-2cm)      10.1  **(feet)  VERTCON   
 BK1833  **This station is located in a subsidence area (see below).
 BK1833  ___________________________________________________________________
 BK1833  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK1833  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK1833
 BK1833  HORZ ORDER  -  SECOND
 BK1833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1833
 BK1833.The horizontal coordinates were established by classical geodetic methods
 BK1833.and adjusted by the National Geodetic Survey in January 1993..
 BK1833
 BK1833 ** The orthometric height has not been validated since last determined
 BK1833 ** by differential leveling and should not be used for control purposes.
 BK1833 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1833 ** area with valid NAVD 88 orthometric heights.
 BK1833 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1833 ** epoch indicated which incorporates improved geoid heights for the
 BK1833 ** Southern Louisiana Subsidence area.
 BK1833 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1833.The vertical order pertains to the NGVD 29 superseded value.
 BK1833
 BK1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1833
 BK1833.The geoid height was determined by GEOID03.
 BK1833
 BK1833;                    North         East     Units Scale Factor Converg.
 BK1833;SPC LA S     -   183,982.246   791,076.060   MT  0.99992876   -1 05 03.8
 BK1833;SPC LA S     -   603,615.09  2,595,388.71   sFT  0.99992876   -1 05 03.8
 BK1833;UTM  15      - 3,334,625.312   451,648.790   MT  0.99962884   -0 15 07.6
 BK1833
 BK1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1833!SPC LA S     -   1.00000382  x   0.99992876  =   0.99993258
 BK1833!UTM  15      -   1.00000382  x   0.99962884  =   0.99963266
 BK1833
 BK1833|---------------------------------------------------------------------|
 BK1833| PID    Reference Object                     Distance      Geod. Az  |
 BK1833|                                                           dddmmss.s |
 BK1833| BK3199 RICE                                285.719 METERS 18045     |
 BK1833| BK1831 RICE 2                              280.925 METERS 18237     |
 BK1833|---------------------------------------------------------------------|
 BK1833
 BK1833                          SUPERSEDED SURVEY CONTROL
 BK1833
 BK1833  NAD 83(1986)-  30 08 31.17441(N)    093 30 07.30922(W) AD(       ) 2
 BK1833  NAD 27      -  30 08 30.42423(N)    093 30 06.74102(W) AD(       ) 2
 BK1833  NGVD 29 (??/??/??)    3.030  (m)            9.94   (f) ADJUSTED    2 0
 BK1833
 BK1833.Superseded values are not recommended for survey control.
 BK1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1833.See file dsdata.txt to determine how the superseded data were derived.
 BK1833
 BK1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5164934625(NAD 83)
 BK1833_MARKER: DZ = AZIMUTH MARK DISK
 BK1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1833_STAMPING: RICE 2 1959
 BK1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1833+STABILITY: SURFACE MOTION
 BK1833
 BK1833  HISTORY     - Date     Condition        Report By
 BK1833  HISTORY     - 1965     MONUMENTED       CGS
 BK1833  HISTORY     - 1970     GOOD             LADTD
 BK1833  HISTORY     - 20021102 GOOD             USPSQD
 BK1833
 BK1833                          STATION DESCRIPTION
 BK1833
 BK1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BK1833'THE AZIMUTH MARK IS 0.15 MILE NORTH OF STATION RICE 2.  IT IS
 BK1833'39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 63-1/2 FEET
 BK1833'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE, 28
 BK1833'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE,
 BK1833'2 FEET WEST OF A FENCE LINE, 13 FEET SOUTH-SOUTHWEST OF A
 BK1833'POWER POLE, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT WEST OF A
 BK1833'STEEL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK,
 BK1833'STAMPED RICE 2 1959, PROJECTING 0 INCHES.
 BK1833
 BK1833                          STATION RECOVERY (1970)
 BK1833
 BK1833'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BK1833'8.1 MI SE FROM VINTON.
 BK1833'ABOUT 0.1 MILE NORTH ALONG HORRIDAGE STREET FROM THE US POST OFFICE AT
 BK1833'VINTON, THENCE 7.9 MILES SOUTHEAST ALONG STATE ROUTE 108, THENCE 0.2
 BK1833'MILE NORTH ALONG STATE ROUTE 396, 39 FEET WEST OF THE CENTERLINE OF
 BK1833'THE HIGHWAY, 63 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD
 BK1833'FRAME HOUSE, 28 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE
 BK1833'HOUSE, 2 FEET WEST OF A FENCE LINE, 13 FEET SOUTH-SOUTHWEST OF A POWER
 BK1833'POLE, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT WEST OF A STEEL WITNESS
 BK1833'POST, ABOUT LEVEL WITH ROADWAY SET IN THE TOP OF A CONCRETE POST FLUSH
 BK1833'WITH THE GROUND.  SECTION 32, T10S, R11W.
 BK1833
 BK1833                          STATION RECOVERY (2002)
 BK1833
 BK1833'RECOVERY NOTE BY US POWER SQUADRON 2002 (MCK)
 BK1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1798 ***********************************************************************
 CP1798  DESIGNATION -  RICH ITA BOLT
 CP1798  PID         -  CP1798
 CP1798  STATE/COUNTY-  LA/RICHLAND
 CP1798  USGS QUAD   -  CREW LAKE (1982)
 CP1798
 CP1798                         *CURRENT SURVEY CONTROL
 CP1798  ___________________________________________________________________
 CP1798* NAD 83(1986)-  32 23 33.     (N)    091 58 37.     (W)     SCALED    
 CP1798* NAVD 88     -        17.65   (+/-2cm)      57.9    (feet)  VERTCON   
 CP1798  ___________________________________________________________________
 CP1798  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP1798
 CP1798  VERT ORDER  -  ? (See Below)
 CP1798
 CP1798.The horizontal coordinates were scaled from a topographic map and have
 CP1798.an estimated accuracy of +/- 6 seconds.
 CP1798
 CP1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1798.The vertical order pertains to the NGVD 29 superseded value.
 CP1798
 CP1798.The geoid height was determined by GEOID03.
 CP1798
 CP1798;                    North         East    Units  Estimated Accuracy
 CP1798;SPC LA N     -   209,950.    1,049,210.      MT  (+/- 180 meters Scaled)
 CP1798
 CP1798                          SUPERSEDED SURVEY CONTROL
 CP1798
 CP1798  NGVD 29 (??/??/92)   17.686  (m)           58.02   (f) ADJ UNCH    ?  
 CP1798
 CP1798.Superseded values are not recommended for survey control.
 CP1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1798.See file dsdata.txt to determine how the superseded data were derived.
 CP1798
 CP1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR962844(NAD 83)
 CP1798_MARKER: B = BOLT
 CP1798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1798_SP_SET: STONE
 CP1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1798
 CP1798  HISTORY     - Date     Condition        Report By
 CP1798  HISTORY     - UNK      MONUMENTED       DOD
 CP1798  HISTORY     - 1934     GOOD             DOD
 CP1798
 CP1798                          STATION DESCRIPTION
 CP1798
 CP1798'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1798'11.0 MI SE FROM MONROE.
 CP1798'IN RICHLAND PARISH, ABOUT 11.0 MILES SOUTHEAST ALONG STATE HIGHWAY 15
 CP1798'FROM MONROE, OUACHITA PARISH, ABOUT 1 MILE SOUTHEAST OF BAYOU LA
 CP1798'FOURCHE AND THE OUACHITA-RICHLAND PARISH LINE, AT THE CROSSING OF AN
 CP1798'ABANDONED LOGGING ROAD RUNNING OVER TWIN SHEET-METAL CULVERTS, ABOUT
 CP1798'180 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET EAST OF
 CP1798'THE CENTER LINE OF THE ROAD, 20.1 FEET NORTHEAST OF A BLAZED 20-INCH
 CP1798'MAPLE TREE, 19.6 FEET SOUTHWEST OF A BLAZED 25-INCH OAK TREE, AND 17.5
 CP1798'FEET SOUTHWEST OF A BLAZED 10-INCH OAK TREE.  A COPPER BOLT, SET IN
 CP1798'THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CP1798'THROUGH AN IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE GROUND AND
 CP1798'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1797 ***********************************************************************
 CP1797  DESIGNATION -  RICH ITA CAP
 CP1797  PID         -  CP1797
 CP1797  STATE/COUNTY-  LA/RICHLAND
 CP1797  USGS QUAD   -  CREW LAKE (1982)
 CP1797
 CP1797                         *CURRENT SURVEY CONTROL
 CP1797  ___________________________________________________________________
 CP1797* NAD 83(1986)-  32 23 33.     (N)    091 58 37.     (W)     SCALED    
 CP1797* NAVD 88     -        18.90   (+/-2cm)      62.0    (feet)  VERTCON   
 CP1797  ___________________________________________________________________
 CP1797  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP1797
 CP1797  VERT ORDER  -  ? (See Below)
 CP1797
 CP1797.The horizontal coordinates were scaled from a topographic map and have
 CP1797.an estimated accuracy of +/- 6 seconds.
 CP1797
 CP1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1797.The vertical order pertains to the NGVD 29 superseded value.
 CP1797
 CP1797.The geoid height was determined by GEOID03.
 CP1797
 CP1797;                    North         East    Units  Estimated Accuracy
 CP1797;SPC LA N     -   209,950.    1,049,210.      MT  (+/- 180 meters Scaled)
 CP1797
 CP1797                          SUPERSEDED SURVEY CONTROL
 CP1797
 CP1797  NGVD 29 (??/??/92)   18.933  (m)           62.12   (f) ADJ UNCH    ?  
 CP1797
 CP1797.Superseded values are not recommended for survey control.
 CP1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1797.See file dsdata.txt to determine how the superseded data were derived.
 CP1797
 CP1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR962844(NAD 83)
 CP1797_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1797_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1797_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1797
 CP1797  HISTORY     - Date     Condition        Report By
 CP1797  HISTORY     - UNK      MONUMENTED       DOD
 CP1797  HISTORY     - 1934     GOOD             DOD
 CP1797
 CP1797                          STATION DESCRIPTION
 CP1797
 CP1797'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1797'11.0 MI SE FROM MONROE.
 CP1797'IN RICHLAND PARISH, ABOUT 11.0 MILES SOUTHEAST ALONG STATE HIGHWAY 15
 CP1797'FROM MONROE, OUACHITA PARISH, ABOUT 1 MILE SOUTHEAST OF BAYOU LA
 CP1797'FOURCHE AND THE OUACHITA-RICHLAND PARISH LINE, AT THE CROSSING OF AN
 CP1797'ABANDONED LOGGING ROAD RUNNING OVER TWIN SHEET-METAL CULVERTS, ABOUT
 CP1797'180 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET EAST OF
 CP1797'THE CENTER LINE OF THE ROAD, 20.1 FEET NORTHEAST OF A BLAZED 20-INCH
 CP1797'MAPLE TREE, 19.6 FEET SOUTHWEST OF A BLAZED 25-INCH OAK TREE, AND 17.5
 CP1797'FEET SOUTHWEST OF A BLAZED 10-INCH OAK TREE.  AN IRON PIPE PROJECTING
 CP1797'ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 CP1797'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2828 ***********************************************************************
 BK2828  DESIGNATION -  RICHARD
 BK2828  PID         -  BK2828
 BK2828  STATE/COUNTY-  LA/ACADIA
 BK2828  USGS QUAD   -  RICHARD (1983)
 BK2828
 BK2828                         *CURRENT SURVEY CONTROL
 BK2828  ___________________________________________________________________
 BK2828* NAD 83(1992)-  30 25 18.18401(N)    092 17 07.79680(W)     ADJUSTED  
 BK2828* NAVD 88     -        13.1  **(meters)      43.   **(feet)  VERTCON   
 BK2828  **This station is located in a subsidence area (see below).
 BK2828  ___________________________________________________________________
 BK2828  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BK2828  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK2828
 BK2828  HORZ ORDER  -  SECOND
 BK2828
 BK2828.The horizontal coordinates were established by classical geodetic methods
 BK2828.and adjusted by the National Geodetic Survey in January 1993..
 BK2828
 BK2828 ** The orthometric height has not been validated since last determined
 BK2828 ** by differential leveling and should not be used for control purposes.
 BK2828 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2828 ** area with valid NAVD 88 orthometric heights.
 BK2828 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2828 ** epoch indicated which incorporates improved geoid heights for the
 BK2828 ** Southern Louisiana Subsidence area.
 BK2828 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2828
 BK2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2828
 BK2828.The geoid height was determined by GEOID03.
 BK2828
 BK2828;                    North         East     Units Scale Factor Converg.
 BK2828;SPC LA S     -   213,393.361   908,525.380   MT  0.99995263   -0 28 33.9
 BK2828;SPC LA S     -   700,108.05  2,980,720.35   sFT  0.99995263   -0 28 33.9
 BK2828;UTM  15      - 3,365,733.258   568,619.597   MT  0.99965809   +0 21 42.5
 BK2828
 BK2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2828!SPC LA S     -   1.00000225  x   0.99995263  =   0.99995488
 BK2828!UTM  15      -   1.00000225  x   0.99965809  =   0.99966033
 BK2828
 BK2828|---------------------------------------------------------------------|
 BK2828| PID    Reference Object                     Distance      Geod. Az  |
 BK2828|                                                           dddmmss.s |
 BK2828| BK2826 A 2550 LGS 1969                      30.858 METERS 05309     |
 BK2828| BK2827 A 2550 LGS RESET 1973                20.023 METERS 06931     |
 BK2828| CW2269 RICHARD RM 1                         37.310 METERS 32138     |
 BK2828| CW2270 RICHARD RM 4                         37.807 METERS 34345     |
 BK2828| CW2268 RICHARD AZ MK                                      3450841.5 |
 BK2828|---------------------------------------------------------------------|
 BK2828
 BK2828                          SUPERSEDED SURVEY CONTROL
 BK2828
 BK2828  NAD 83(1986)-  30 25 18.20383(N)    092 17 07.79110(W) AD(       ) 2
 BK2828  NAD 27      -  30 25 17.48330(N)    092 17 07.32985(W) AD(       ) 2
 BK2828  NGVD 29 (07/19/86)   13.1    (m)           43.     (f) VERT ANG       
 BK2828
 BK2828.Superseded values are not recommended for survey control.
 BK2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2828.See file dsdata.txt to determine how the superseded data were derived.
 BK2828
 BK2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6862065733(NAD 83)
 BK2828_MARKER: DS = TRIANGULATION STATION DISK
 BK2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2828
 BK2828  HISTORY     - Date     Condition        Report By
 BK2828  HISTORY     - 1969     MONUMENTED       CGS
 BK2828  HISTORY     - 1973     GOOD             NGS
 BK2828
 BK2828                          STATION DESCRIPTION
 BK2828
 BK2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2828'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BRUSH ON LINE.
 BK2828'
 BK2828'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF EUNICE, 5-1/2
 BK2828'MILES WEST-NORTHWEST OF CHURCH POINT AND ON LAND OWNED BY THE
 BK2828'DAIGLES BROTHERS OF CHURCH POINT.
 BK2828'
 BK2828'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH POINT, GO
 BK2828'NORTHWEST ON MAIN STREET (STATE HIGHWAY 95) FOR 0.15 MILE TO A CROSS
 BK2828'STREET (JUNCTION WITH STATE HIGHWAY 95 AND 35).  CONTINUE AHEAD
 BK2828'NORTHWEST ON MAIN STREET (STATE HIGHWAY 95) FOR 3.1 MILES TO A
 BK2828'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD
 BK2828'FOR 0.25 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 BK2828'NORTH, WEST AND SOUTHWESTERLY ON GRAVELED ROAD FOR 1.55 MILE TO
 BK2828'A T ROAD.  TURN RIGHT AND GO NORTHWEST AND SOUTHWEST ON GRAVELED
 BK2828'ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT WHERE THE ROAD TURNS
 BK2828'SHARP RIGHT.
 BK2828'
 BK2828'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED ROAD
 BK2828'FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 BK2828'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BK2828'
 BK2828'THE STATION IS A STANDARD DISK, STAMPED RICHARD 1969, SET IN THE
 BK2828'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BK2828'INCHES.  IT IS 80 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 29
 BK2828'FEET WEST OF THE CENTER OF A TRACK ROAD, 16 FEET WEST OF A
 BK2828'NORTH-SOUTH FENCE AND 2 FEET WEST OF A METAL WITNESS POST WITH A SIGN
 BK2828'ATTACHED.
 BK2828'
 BK2828'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RICHARD NO 1 1969, SET
 BK2828'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK2828'2 INCHES.  IT IS 38 FEET SOUTHWEST OF A POWERLINE POLE WITH A
 BK2828'TRANSFORMER, 27 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 6
 BK2828'FEET EAST OF THE EAST GATE POST OF A GATE AND 1 FOOT SOUTH OF A
 BK2828'FENCE.
 BK2828'
 BK2828'REFERENCE MARK 2 IS A STANDARD LOUISIANA GEODETIC SURVEY AND STATE
 BK2828'CONTROL STATION MARK DISK, STAMPED A 2550, SET IN THE TOP OF A
 BK2828'6-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 39 FEET
 BK2828'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 20 FEET EAST OF
 BK2828'CENTER OF A TRACK ROAD, 8.5 FEET NORTHEAST OF A POWERLINE POLE
 BK2828'AND 1 FOOT NORTHWEST OF A FENCE.
 BK2828'
 BK2828'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RICHARD 1969, SET IN
 BK2828'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK2828'8 INCHES.  IT IS 89 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BK2828'METAL BUILDING, 47 FEET NORTH OF A FENCE, 24 FEET EAST OF THE
 BK2828'CENTER OF A GRAVELED ROAD AND 1.8 FEET SOUTH OF A METAL WITNESS
 BK2828'POST WITH A SIGN ATTACHED.
 BK2828'
 BK2828'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 BK2828
 BK2828                          STATION RECOVERY (1973)
 BK2828
 BK2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 BK2828'THE STATION WAS VISITED 10-22-73 AND THE STATION, REFERENCE MARK NO.
 BK2828'1 AND A 2550 (LA. GEOD. S.) AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BK2828'CONDITION REFERENCE MARK NO. 1 AND A 2550 (LA. GEOD. S.) WERE
 BK2828'REQUESTED MOVED AT THIS DATE DUE TO HIGHWAY CONSTRUCTION.  A 2550
 BK2828'RESET 1973 AND REFERENCE MARK NO. 4 WERE ESTABLISHED AT THIS
 BK2828'DATE.  REFERENCE MARK NO. 1 AND A 2550 (LA. GEOD. S.) WERE
 BK2828'DESTROYED AND THE DISKS RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 BK2828'
 BK2828'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF EUNICE AND ABOUT
 BK2828'5.5 MILES WNW OF CHURCH POINT ON LAND OWNED BY THE DAIGLES BROTHERS
 BK2828'OF CHURCH POINT.  IT IS AT THE SOUTHWEST ANGLE OF A BLACKTOPPED
 BK2828'ROAD AND A GRAVELED ROAD LEADING SOUTH, 70 FEET SOUTH OF THE CENTER
 BK2828'OF THE BLACK TOP ROAD, 30 FEET WEST OF THE CENTER OF THE
 BK2828'GRAVELED ROAD, 24 FEET SOUTH OF A FENCE LINE, 17 FEET WEST OF A
 BK2828'FENCE LINE AND 2.5 FEET WEST OF A METAL WITNESS POST.  IT IS A
 BK2828'TRIANGULATION DISK STAMPED RICHARD 1969 PROJECTING 2 INCHES.
 BK2828'
 BK2828'A 2550 (LAGEOD. S.) RESET 1973 IS 65.70 FEET ENE OF THE STATION.
 BK2828'IT IS 45 FEET SOUTH OF THE CENTER OF THE BLACK TOPPED ROAD, 17 FEET
 BK2828'EAST OF THE CENTER OF A GRAVELED ROAD, AT A FENCE CORNER, 1 FOOT
 BK2828'SOUTH OF A METAL WITNESS POST.  IT IS LOUISIANA GEODETIC SURVEY
 BK2828'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH WITH
 BK2828'THE GROUND.  IT IS STAMPED A 2550 RESET 1973.
 BK2828'
 BK2828'REFERENCE MARK NO. 4 IS 124.04 FEET NORTH OF THE STATION.  IT IS
 BK2828'52 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 23 FEET EAST
 BK2828'OF A POWER POLE, 136 FEET EAST OF THE SOUTHEAST CORNER OF A
 BK2828'CONCRETE BLOCK BUILDING, 2 FEET NORTH OF THE PROJECTED PLANE OF
 BK2828'THE SOUTH WALL OF THE BUILDING AND 1 FOOT NORTH OF A METAL WITNESS
 BK2828'POST.  IT IS A REFERENCE MARK DISK STAMPED RICHARD NO 4 1973, FLUSH
 BK2828'WITH THE GROUND.
 BK2828'
 BK2828'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHWEST OF THE STATION, 24
 BK2828'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 49 FEET NORTH OF A
 BK2828'FENCE CORNER, 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BK2828'BUILDING, 31 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTHWALL OF
 BK2828'THE BUILDING AND 103 FEET SSE OF A POWER POLE WITH A TRANSFORMER.
 BK2828'IT IS AN AZIMUTH MARK DISK STAMPED RICHARD 1969 PROJECTING 2
 BK2828'INCHES.
 BK2828'
 BK2828'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH POINT, GO
 BK2828'NORTHWEST ON MAIN STREET (STATE HIGHWAY 95) FOR 0.15 MILE TO A CROSS
 BK2828'STREET (STATE HIGHWAY 35), CONTINUE STRAIGHT AHEAD, NORTHWEST ON
 BK2828'STATE HIGHWAY 95 FOR 3.1 MILE TO A GRAVELED ROAD LEFT, TURN LEFT
 BK2828'AND GO WEST FOR 0.25 MILE TO A GRAVELED SIDE ROAD RIGHT, TURN
 BK2828'RIGHT AND GO NORTHWEST AND SOUTHWESTERLY ON GRAVELED ROADS FOR
 BK2828'1.55 MILE TO A T ROAD, TURN RIGHT AND GO 0.5 MILE TO THE STATION
 BK2828'OF THE LEFT, AT THE OUTSIDE OF A CURVE IN THE ROAD.
 BK2828'
 BK2828'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE BLACK TOP
 BK2828'ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON
 BK2828'A GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT IN
 BK2828'FRONT OF A PUBLIC BUILDING.
 BK2828'
 BK2828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES WNW
 BK2828'OF CHURCH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0777 ***********************************************************************
 AV0777  DESIGNATION -  RICHARD 1884
 AV0777  PID         -  AV0777
 AV0777  STATE/COUNTY-  LA/CAMERON
 AV0777  USGS QUAD   -  CREOLE (1982)
 AV0777
 AV0777                         *CURRENT SURVEY CONTROL
 AV0777  ___________________________________________________________________
 AV0777* NAD 83(1992)-  29 48 47.88732(N)    093 05 00.68490(W)     ADJUSTED  
 AV0777* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0777  **This station is located in a subsidence area (see below).
 AV0777  ___________________________________________________________________
 AV0777  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0777  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AV0777
 AV0777  HORZ ORDER  -  THIRD
 AV0777
 AV0777.The horizontal coordinates were established by classical geodetic methods
 AV0777.and adjusted by the National Geodetic Survey in January 1993..
 AV0777
 AV0777 ** The orthometric height has not been validated since last determined
 AV0777 ** by differential leveling and should not be used for control purposes.
 AV0777 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0777 ** area with valid NAVD 88 orthometric heights.
 AV0777 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0777 ** epoch indicated which incorporates improved geoid heights for the
 AV0777 ** Southern Louisiana Subsidence area.
 AV0777 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0777.The orthometric height was scaled from a topographic map.
 AV0777
 AV0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0777
 AV0777.The geoid height was determined by GEOID03.
 AV0777
 AV0777;                    North         East     Units Scale Factor Converg.
 AV0777;SPC LA S     -   146,864.201   830,833.694   MT  0.99993107   -0 52 30.4
 AV0777;SPC LA S     -   481,836.97  2,725,826.88   sFT  0.99993107   -0 52 30.4
 AV0777;UTM  15      - 3,298,100.923   491,929.306   MT  0.99960080   -0 02 29.5
 AV0777
 AV0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0777!SPC LA S     -   1.00000403  x   0.99993107  =   0.99993510
 AV0777!UTM  15      -   1.00000403  x   0.99960080  =   0.99960483
 AV0777
 AV0777:                Primary Azimuth Mark                     Grid Az
 AV0777:SPC LA S     -  OIL                                      113 43 04.6
 AV0777:UTM  15      -  OIL                                      112 53 03.7
 AV0777
 AV0777|---------------------------------------------------------------------|
 AV0777| PID    Reference Object                     Distance      Geod. Az  |
 AV0777|                                                           dddmmss.s |
 AV0777| AV0767 OIL                                 APPROX. 9.8 KM 1125034.2 |
 AV0777| AV0778 ROAD                                439.521 METERS 3101018.6 |
 AV0777|---------------------------------------------------------------------|
 AV0777
 AV0777                          SUPERSEDED SURVEY CONTROL
 AV0777
 AV0777  NAD 83(1986)-  29 48 47.91230(N)    093 05 00.66814(W) AD(       ) 3
 AV0777  NAD 27      -  29 48 47.12800(N)    093 05 00.14600(W) AD(       ) 3
 AV0777
 AV0777.Superseded values are not recommended for survey control.
 AV0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0777.See file dsdata.txt to determine how the superseded data were derived.
 AV0777
 AV0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN9192998101(NAD 83)
 AV0777_MARKER: DS = TRIANGULATION STATION DISK
 AV0777_SETTING: 0 = UNSPECIFIED SETTING
 AV0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0777
 AV0777  HISTORY     - Date     Condition        Report By
 AV0777  HISTORY     - 1884     MONUMENTED       CGS
 AV0777  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AV0777  HISTORY     - 1955     GOOD             CGS
 AV0777  HISTORY     - 1963     GOOD             CGS
 AV0777  HISTORY     - 20050420 POOR             USPSQD
 AV0777
 AV0777                          STATION DESCRIPTION
 AV0777
 AV0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (FWP)
 AV0777'THIS STATION IS SITUATED ON THE LOW RIDGE S AND IN FRONT OF
 AV0777'PLACIDE MONTES HOUSE AND 10 METERS FROM THE N EDGE AND 30
 AV0777'METERS FROM THE S EDGE OF THE RIDGE.
 AV0777'
 AV0777'THE UNDERGROUND MARK IS A CROCKERY JAR, INVERTED AND WITH
 AV0777'A SMALL HOLE DRILLED IN THE CENTER OF ITS BOTTOM TO MARK
 AV0777'THE CENTER OF STATION.  THE SURFACE MARK IS A GREY SANDSTONE
 AV0777'2-1/2 FEET LONG AND 4 INCHES SQUARE AT THE TOP MARKED USC AND
 AV0777'GS.  CROSS LINES CUT IN THE UPPER SURFACE BISECT THE CENTER
 AV0777'OF THE STATION.
 AV0777'
 AV0777'A 20-FOOT TRIPOD WITH SCAFFOLD WAS ERECTED.
 AV0777
 AV0777                          STATION RECOVERY (1932)
 AV0777
 AV0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0777'STATION FOUND FROM ORIGINAL DESCRIPTION AND THE AID OF LOCAL
 AV0777'RESIDENTS.  CENTER MARK STONE IS SOLID BUT CROSS MARKS FOR
 AV0777'CENTER AND LETTERING ARE WORN AWAY.  STATION IS NOW ON THE
 AV0777'PROPERTY IN THE NAME OF THE WIDOW OF PLACIDE MONTE.  FARMHOUSE
 AV0777'IS 1.6 MILES E OF CREOLE POST OFFICE.  STONE IS ON HIGH
 AV0777'POINT IN PASTURE ABOUT 0.3 MILE SE OF HOUSE, 50 PACES E
 AV0777'OF PICKET FENCE, 175 PACES S OF SAME FENCE, AND 60 PACES
 AV0777'NW OF SMALL SQUARE SHED IN THE PASTURE.
 AV0777'
 AV0777'STATION WAS RE-MARKED BY STANDARD BRONZE DISK.  NEW CONCRETE
 AV0777'MARK WAS BUILT OVER OLD STONE AND CENTER MARK PLACES AS NEAR
 AV0777'THE OLD CENTER AS COULD BE ASCERTAINED.
 AV0777'
 AV0777'THIS STATION WITH STATION FERRY WERE INCORPORATED IN A FOUR-SIDED
 AV0777'FIGURE CONNECTION INTO THE 1932 SCHEME.
 AV0777'
 AV0777'A 12-FOOT TRIPOD AND SCAFFOLD USED IN 1932 WAS SUFFICIENT
 AV0777'FOR ALL STATIONS.
 AV0777
 AV0777                          STATION RECOVERY (1955)
 AV0777
 AV0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0777'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AV0777'FOLLOWS--
 AV0777'
 AV0777'STATION IS LOCATED APPROXIMATELY 700 FEET SE OF A LARGE FARMHOUSE
 AV0777'ON THE S SIDE OF A SHELL ROAD 1.6 MILES E OF THE HIGHWAY
 AV0777'INTERSECTION AT CREOLE, IN A PASTURE, ON TOP OF THE SOUTHERNMOST
 AV0777'OF A SERIES OF LOW RIDGES WITH OPEN MARSH TO THE S. 148 FEET
 AV0777'E OF THE FENCE ON THE W SIDE OF THE PASTURE AND 81 FEET S
 AV0777'OF THE S BANK OF A NARROW MARSHY SLOUGH WHICH SEPARATES
 AV0777'THE RIDGE FROM THE NEXT RIDGE TO THE N.  A STANDARD DISK
 AV0777'STAMPED RICHARD 1884 IN THE TOP OF AN 8 X 8 INCH CONCRETE
 AV0777'POST PROJECTING 6 INCHES.
 AV0777
 AV0777                          STATION RECOVERY (1963)
 AV0777
 AV0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AV0777'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1955 RECOVERY
 AV0777'NOTE BY R.A.G.
 AV0777'
 AV0777'THE 1955 RECOVERY NOTE IS ADEQUATE FOR RECOVERY.
 AV0777
 AV0777                          STATION RECOVERY (2005)
 AV0777
 AV0777'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0777'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1081 ***********************************************************************
 BK1081  DESIGNATION -  RICHEY
 BK1081  PID         -  BK1081
 BK1081  STATE/COUNTY-  LA/ALLEN
 BK1081  USGS QUAD   -  GUY (1993)
 BK1081
 BK1081                         *CURRENT SURVEY CONTROL
 BK1081  ___________________________________________________________________
 BK1081* NAD 83(1992)-  30 42 13.56091(N)    092 43 19.09852(W)     ADJUSTED  
 BK1081* NAVD 88     -        29.338  (meters)      96.25   (feet)  ADJUSTED  
 BK1081  ___________________________________________________________________
 BK1081  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK1081  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1081  DYNAMIC HT  -          29.301 (meters)      96.13  (feet)  COMP
 BK1081  MODELED GRAV-     979,359.0   (mgal)                       NAVD 88
 BK1081
 BK1081  HORZ ORDER  -  FIRST
 BK1081  VERT ORDER  -  FIRST     CLASS I
 BK1081
 BK1081.The horizontal coordinates were established by classical geodetic methods
 BK1081.and adjusted by the National Geodetic Survey in January 1993..
 BK1081
 BK1081.The orthometric height was determined by differential leveling
 BK1081.and adjusted by the National Geodetic Survey in February 1994..
 BK1081
 BK1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1081
 BK1081.The geoid height was determined by GEOID03.
 BK1081
 BK1081.The dynamic height is computed by dividing the NAVD 88
 BK1081.geopotential number by the normal gravity value computed on the
 BK1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1081.degrees latitude (g = 980.6199 gals.).
 BK1081
 BK1081.The modeled gravity was interpolated from observed gravity values.
 BK1081
 BK1081;                    North         East     Units Scale Factor Converg.
 BK1081;SPC LA S     -   245,087.088   866,974.061   MT  1.00000080   -0 41 39.6
 BK1081;SPC LA S     -   804,089.89  2,844,397.40   sFT  1.00000080   -0 41 39.6
 BK1081;UTM  15      - 3,396,805.604   526,624.001   MT  0.99960874   +0 08 31.1
 BK1081
 BK1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1081!SPC LA S     -   0.99999966  x   1.00000080  =   1.00000046
 BK1081!UTM  15      -   0.99999966  x   0.99960874  =   0.99960840
 BK1081
 BK1081|---------------------------------------------------------------------|
 BK1081| PID    Reference Object                     Distance      Geod. Az  |
 BK1081|                                                           dddmmss.s |
 BK1081| BK2988 RICHEY RM A 1965                     34.701 METERS 02448     |
 BK1081| BK1078 RICHEY RM 1                          50.524 METERS 04505     |
 BK1081| CW2271 RICHEY RM 2                          52.426 METERS 12449     |
 BK1081| BK1083 RICHEY AZ MK                                       1960425.1 |
 BK1081| BK2997 OBERLIN MUNICIPAL TANK              APPROX.10.1 KM 2030104.7 |
 BK1081| BK2994 OBERLIN LOOKOUT TOWER               APPROX.12.1 KM 2041319.0 |
 BK1081| BK1080 RICHEY RM 3                          35.525 METERS 29604     |
 BK1081|---------------------------------------------------------------------|
 BK1081
 BK1081                          SUPERSEDED SURVEY CONTROL
 BK1081
 BK1081  NAD 83(1986)-  30 42 13.58068(N)    092 43 19.09188(W) AD(       ) 1
 BK1081  NAD 27      -  30 42 12.87300(N)    092 43 18.56600(W) AD(       ) 1
 BK1081  NAVD 88 (06/15/91)   29.328  (m)           96.22   (f) UNKNOWN     1 1
 BK1081  NGVD 29 (??/??/??)   29.312  (m)           96.17   (f) ADJUSTED    1 1
 BK1081
 BK1081.Superseded values are not recommended for survey control.
 BK1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1081.See file dsdata.txt to determine how the superseded data were derived.
 BK1081
 BK1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2662496806(NAD 83)
 BK1081_MARKER: DS = TRIANGULATION STATION DISK
 BK1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1081_STAMPING: RICHEY 1935
 BK1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1081+STABILITY: SURFACE MOTION
 BK1081
 BK1081  HISTORY     - Date     Condition        Report By
 BK1081  HISTORY     - 1935     MONUMENTED       CGS
 BK1081  HISTORY     - 1936     GOOD             LAGS
 BK1081  HISTORY     - 1954     GOOD             USGS
 BK1081  HISTORY     - 1964     GOOD             USAF
 BK1081  HISTORY     - 1965     GOOD             CGS
 BK1081  HISTORY     - 1970     GOOD             NGS
 BK1081  HISTORY     - 1970     GOOD             NGS
 BK1081  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BK1081
 BK1081                          STATION DESCRIPTION
 BK1081
 BK1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK1081'STATION IS ABOUT 8-1/2 MILES SSW OF OAKDALE, ABOUT 6 MILES
 BK1081'NNE OF OBERLIN, IN SEC. 24, T 4 S, R 4 W, ON SPARSELY WOODED
 BK1081'LAND THAT IS OWNED BY THE ALLEN PARISH SCHOOL BOARD (FORMER
 BK1081'LOCATION OF THE GUY SCHOOLHOUSE), ON N SIDE OF ELI RICHEYS
 BK1081'GARDEN, 19 FEET N OF ITS N FENCE, 66 FEET E OF ITS NW CORNER
 BK1081'POST, 59 FEET NW OF ITS NE CORNER POST, 140 FEET NNE OF THE N
 BK1081'END OF HIS HOUSE, 131 FEET W OF CENTER LINE OF U.S. HIGHWAY
 BK1081'165, 98 FEET SSW OF THE TRIANGULAR-BLAZED 12-INCH PINE TREE,
 BK1081'95 FEET WSW OF A TRANSMISSION POLE.  THE MARK IS FLUSH WITH
 BK1081'THE SURFACE.
 BK1081'
 BK1081'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BK1081'BRONZE DISKS SET IN CONCRETE.
 BK1081'
 BK1081'REFERENCE MARK NO. 1 IS NE OF STATION, 67 FEET W OF CENTER
 BK1081'LINE OF THE HIGHWAY, 54 FEET NW OF A SIDE ROAD SIGN, 70 FEET
 BK1081'ENE OF THE TRIANGULAR-BLAZED 12-INCH PINE TREE, 85 FEET N
 BK1081'OF THE TRANSMISSION POLE.  IT PROJECTS 6 INCHES.
 BK1081'
 BK1081'REFERENCE MARK NO. 2 IS ESE OF STATION, 39 FEET E OF CENTER
 BK1081'LINE OF THE HIGHWAY, 42 FEET W OF W RAIL OF THE RAILROAD,
 BK1081'49 FEET N OF A TELEGRAPH POLE, 216.45 FEET SSE OF REFERENCE
 BK1081'MARK NO. 1.  IT PROJECTS 2 INCHES.
 BK1081'
 BK1081'AZIMUTH MARK IS S OF STATION, ABOUT 40 FEET E OF CENTER LINE
 BK1081'OF U.S. HIGHWAY 165, ABOUT 35 FEET W OF W RAIL OF THE MISSOURI
 BK1081'PACIFIC RAILROAD THAT PARALLELS THE HIGHWAY ON THE E, 3 FEET
 BK1081'SW OF A TELEGRAPH POLE.  IT PROJECTS 6 INCHES.
 BK1081'
 BK1081'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 165 AND STATE
 BK1081'HIGHWAY 52 IN OBERLIN, GO NNE ON U.S. HIGHWAY 165, 6.2 MILES
 BK1081'TO MR. RICHEYS HOUSE AND FILLING STATION.  STATION IS JUST N
 BK1081'OF HIS GARDEN.
 BK1081'
 BK1081'THE FOLLOWING 126-FOOT SIGNALS COME INTO VIEW AS FOLLOWS--
 BK1081'OAKDALE 1934, 55 FEET.  BEAVER 1934, 135 FEET.  NEZPIQUE 1934,
 BK1081'100 FEET.  MITTIE, 80 FEET.  TEN MILE, 55 FEET.  AND MILL
 BK1081'70 FEET.
 BK1081'
 BK1081'HEIGHT OF LIGHT ABOVE STATION MARK - 146 FEET.
 BK1081
 BK1081                          STATION RECOVERY (1936)
 BK1081
 BK1081'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK1081'STATION RECOVERED AS DESCRIBED.
 BK1081
 BK1081                          STATION RECOVERY (1954)
 BK1081
 BK1081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BK1081'REFERENCE MARK 2 HAS BEEN DESTROYED AND IS LYING AT SITE.
 BK1081'OTHERWISE OKAY.
 BK1081
 BK1081                          STATION RECOVERY (1964)
 BK1081
 BK1081'RECOVERY NOTE BY US AIR FORCE 1964
 BK1081'STATION WAS RECOVERED AS DESCRIBED, HOWEVER THE AZIMUTH MARK
 BK1081'APPEARS TO HAVE BEEN DISTURBED SLIGHTLY BY A DITCHING OPERATION.
 BK1081
 BK1081                          STATION RECOVERY (1965)
 BK1081
 BK1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EGC)
 BK1081'STATION MARK, REFERENCE MARK NUMBER 1 AND AZIMUTH MARK WERE
 BK1081'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER
 BK1081'2 HAD APPARENTLY BEEN DESTROYED DURING ROAD CONSTRUCTION.
 BK1081'A REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  A DIFFERENCE
 BK1081'WAS NOTED IN DISTANCE TO REFERENCE MARK NUMBER 1.  A COMPLETE
 BK1081'NEW DESCRIPTION FOLLOWS.
 BK1081'
 BK1081'STATION IS LOCATED IN THE SE 1/4 OF SEC. 13, NOT SEC. 24 AS
 BK1081'STATED IN THE 1935 DESCRIPTION.  PROPERTY IS NOW OWNED BY
 BK1081'MR. WILFORD MONTOUS WHO LIVES ABOUT 1/4 MILE NORTH OF THE
 BK1081'STATION.
 BK1081'
 BK1081'TO REACH STATION FROM THE POST OFFICE IN OAKDALE, GO WEST ON
 BK1081'STATE HIGHWAY 10 FOR 0.2 MILE TO JUNCTION OF U.S. HIGHWAY
 BK1081'165.  TURN LEFT AND GO SOUTH ON HIGHWAY 165 FOR 8.1 MILES TO
 BK1081'STATION ON THE RIGHT, ABOUT 0.1 MILE BEFORE REACHING A SIDE
 BK1081'ROAD, RIGHT.
 BK1081'
 BK1081'AZIMUTH MARK IS REACHED FROM STATION BY CONTINUING SOUTH ON
 BK1081'HIGHWAY 165 FOR 0.35 MILE TO AZIMUTH MARK ON THE LEFT AS
 BK1081'DESCRIBED.
 BK1081'
 BK1081'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 BK1081'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 BK1081'GROUND AND IS STAMPED RICHEY 1935.  IT IS 126-1/2 FEET WEST
 BK1081'OF CENTER OF HIGHWAY 165, 55.5 FEET WEST OF A NORTH-SOUTH
 BK1081'FENCELINE AND 35.3 FEET EAST OF A 6 INCH PINE TREE.
 BK1081'
 BK1081'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 BK1081'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 BK1081'AND IS STAMPED RICHEY NO 1 1935.  IT IS 56 FEET WEST OF
 BK1081'CENTER OF HIGHWAY 165 AND 10.5 FEET NORTHEAST OF A FENCE
 BK1081'CORNER.
 BK1081'
 BK1081'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK,
 BK1081'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 BK1081'WITH THE SURFACE OF THE GROUND AND IS STAMPED RICHEY NO 3 1935.
 BK1081'IT IS 9.0 FEET EAST OF AN 8 INCH OAK TREE AND 80-1/2 FEET
 BK1081'SOUTH OF AN EAST-WEST FENCELINE.
 BK1081'
 BK1081'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK, SET IN THE TOP
 BK1081'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 BK1081'IS STAMPED RICHEY AZIMUTH 1935.  IT IS 250 FEET NORTH OF A
 BK1081'RAILROAD CROSSING, 46 FEET EAST OF CENTER OF HIGHWAY 165,
 BK1081'2.0 FEET SOUTHWEST OF A TELEGRAPH POLE AND 1.8 FEET
 BK1081'WEST-NORTHWEST OF A METAL WITNESS POST.
 BK1081'
 BK1081'A TRAVERSE CONNECTION WAS MADE TO STATION RICHEY R.M. A, DISTANCE
 BK1081'BEING SHOWN ABOVE.
 BK1081'
 BK1081'HEIGHT OF LIGHT ABOVE STATION MARK 113.38 FEET.
 BK1081'
 BK1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 BK1081'S.W. OF OAKDALE.
 BK1081
 BK1081                          STATION RECOVERY (1970)
 BK1081
 BK1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RG)
 BK1081'THE STATION MARK, STAMPED RICHEY 1935 IS ABOUT 6.3 MILES
 BK1081'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 BK1081'AT OBERLIN, 210 FEET NORTHWEST OF THE NORTHWEST RAIL, 127 FEET
 BK1081'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 165, 125 FEET
 BK1081'NORTHEAST OF A 10-INCH SWEET GUM TREE, 93-1/2 FEET SOUTHWEST
 BK1081'OF A POWER POLE, 55-1/2 FEET NORTHWEST OF A FENCE, 56-1/2 FEET
 BK1081'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BK1081'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 BK1081'LEVEL WITH THE SURFACE OF THE GROUND.
 BK1081'
 BK1081'R.M. 1, STAMPED RICHEY NO 1 1935, IS 165.85 FEET NORTHEAST
 BK1081'OF THE STATION MARK, 147-1/2 FEET NORTHWEST OF THE NORTHWEST
 BK1081'RAIL, 64 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 165,
 BK1081'84-1/2 FEET NORTHEAST OF A POWER POLE, 113-1/2 FEET SOUTHEAST
 BK1081'OF A METAL CORNER FENCE POST, 8 FEET NORTHEAST OF A CORNER
 BK1081'FENCE POST, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 BK1081'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BK1081'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BK1081'
 BK1081'R.M. 3, STAMPED RICHEY NO 3 1935, IS 116.55 FEET NORTHWEST OF THE
 BK1081'STATION MARK, 347 FEET NORTHWEST OF THE NORTHWEST RAIL,
 BK1081'243-1/2 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 165,
 BK1081'89 FEET NORTHWEST OF A POWER POLE WHICH BEARS A TRANSFORMER,
 BK1081'8-1/2 FEET EAST OF A 10-INCH SWEET GUM TREE, ABOUT LEVEL
 BK1081'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BK1081'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BK1081'
 BK1081'THE AZIMUTH MARK, STAMPED RICHEY 1935 AZIMUTH, IS 0.35 MILE
 BK1081'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 BK1081'MARK, 8 RAILS NORTHEAST OF A CROSSING OF THE RAILROAD AND A
 BK1081'ROAD, 37 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL,
 BK1081'47 FEET EAST-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 165,
 BK1081'1-1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 58 YARDS SOUTHWEST
 BK1081'OF BENCH MARK H 16, 1.6 FEET NORTHWEST OF A METAL WITNESS
 BK1081'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 BK1081'THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 BK1081'OF THE GROUND.
 BK1081'
 BK1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.3 MILES
 BK1081'NORTHEAST
 BK1081
 BK1081                          STATION RECOVERY (1970)
 BK1081
 BK1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK1081'6.3 MI NE FROM OBERLIN.
 BK1081'ABOUT 6.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1081'STATION AT OBERLIN, 210 FEET NORTHWEST OF THE NORTHWEST RAIL, 127 FEET
 BK1081'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 165, 125 FEET NORTHEAST
 BK1081'OF A 10-INCH SWEET GUM TREE, 93 1/2 FEET SOUTHWEST OF A POWER POLE, 55
 BK1081'1/2 FEET NORTHWEST OF A FENCE, 56 1/2 FEET NORTHWEST OF A METAL
 BK1081'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BK1081'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. NOTE--
 BK1081'THE CONCRETE POST IN WHICH THE MARK IS SET IS CHIPPED BUT IS STILL
 BK1081'SOLID.
 BK1081
 BK1081                          STATION RECOVERY (1974)
 BK1081
 BK1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK1081'THE STATION MARK, REFERENCE MARKS 1 AND 3, RICHEY R.M. A 1965
 BK1081'AND THE AZIMUTH MARK WERE RECOVERED.  A DIFFERENCE OF .026
 BK1081'METERS SHORTER WAS NOTED IN THE 1965 DISTANCE TO REFERENCE
 BK1081'MARK 1 AND A DIFFERENCE OF 2 MINUTES AND 07 SECONDS LOWER
 BK1081'WAS NOTED IN THE 1965 DIRECTION TO REFERENCE MARK 1.  THE
 BK1081'DISTANCE AND DIRECTION TO REFERENCE MARK 3 CHECKED THE 1965
 BK1081'DATA.  THE DIRECTION TO RICHEY R.M. A 1965 CHECKED THE 1965
 BK1081'DATA.  THE THE DISTANCE TO RICHEY R.M. A 1965 WAS CHECKED
 BK1081'WITH A 300-FOOT STEEL TAPE AND A DIFFERENCE OF .017 METERS
 BK1081'LONGER WAS NOTED.  THE 1965 TRAVERSE DISTANCE TO RICHEY
 BK1081'R.M. A 1965 IS (113.84 FEET) OR 34.700 METERS.  THE
 BK1081'DIRECTION TO THE AZIMUTH MARK CHECKED THE 1965 DATA.  AT THE
 BK1081'REQUEST OF THE PROPERTY OWNER, THE STATION MARK AND RICHEY
 BK1081'R.M. A 1965 WERE LOWERED BELOW PLOWING DEPTH.  THE STATION
 BK1081'MARK WAS LOWERED .287 METERS.  RICHEY R.M. A 1965 WAS
 BK1081'LOWERED BY .320 METERS.  FOLLOWING IS A COMPLETE AND NEW
 BK1081'DESCRIPTION.
 BK1081'
 BK1081'THE STATION IS LOCATED ABOUT 14-3/4 MILES NORTH OF ELTON,
 BK1081'11 MILES EAST OF MITTIE, 6-1/2 MILES NORTHEAST OF OBERLIN
 BK1081'AND ON PROPERTY OF MR. WILFORD J. MONTOUS, ROUTE 1, POST OFFICE
 BK1081'BOX 121, OBERLIN, LOUISIANA, PHONE NUMBER 639-4606.
 BK1081'
 BK1081'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 BK1081'STATE HIGHWAY 26 IN OBERLIN, GO NORTHEAST ON U.S. HIGHWAY 165
 BK1081'FOR 5.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 BK1081'NORTH ON U.S. HIGHWAY 165 FOR 0.2 MILE TO A SIDE ROAD LEFT AND
 BK1081'A WOODEN GATE IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 BK1081'PASS THROUGH THE GATE, THEN GO NORTH ACROSS FIELD FOR 0.05 MILE
 BK1081'TO THE STATION.
 BK1081'
 BK1081'STATION MARKS ARE STANDARD DISKS STAMPED RICHEY 1935 1974.
 BK1081'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BK1081'CONCRETE MONUMENT 12-INCH BELOW THE GROUND SURFACE.  THE
 BK1081'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK1081'CONCRETE 43 INCHES BELOW THE GROUND SURFACE.  THEY ARE 126.5 FEET
 BK1081'WEST OF THE CENTER OF U.S. HIGHWAY 165, 72 FEET EAST OF AN
 BK1081'OVERHEAD POWER LINE, 57 FEET WEST OF A NORTH-SOUTH FENCE LINE
 BK1081'AND METAL WITNESS POST AND 51 FEET EAST-NORTHEAST OF A TWIN
 BK1081'TRUNK TREE.
 BK1081'
 BK1081'REFERENCE MARK 1, A STANDARD DISK STAMPED RICHEY NO 1 1935,
 BK1081'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BK1081'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET WEST
 BK1081'OF THE CENTER OF U.S. HIGHWAY 165, 8.5 FEET NORTHEAST OF A
 BK1081'FENCE CORNER AND 2 FEET WEST OF A METAL WITNESS POST.
 BK1081'
 BK1081'REFERENCE MARK 3, A STANDARD DISK STAMPED RICHEY NO 3 1935,
 BK1081'IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 BK1081'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 89
 BK1081'FEET NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER, 24 FEET
 BK1081'WEST OF THE OVERHEAD POWER LINE AND 8 FEET EAST OF A 14-INCH
 BK1081'TREE.
 BK1081'
 BK1081'RICHEY R.M. A, A STANDARD STATION MARK DISK STAMPED RICHEY
 BK1081'R.M. A 1965 1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BK1081'CONCRETE MONUMENT 12-INCHES BELOW THE SURFACE OF THE GROUND.
 BK1081'THE UNDERGROUND MARK IS A STANDARD STATION DISK STAMPED RICHEY
 BK1081'R.M. A 1965, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BK1081'43-INCHES BELOW THE SURFACE OF THE GROUND.  THEY ARE 62 FEET
 BK1081'SOUTHWEST OF THE FENCE CORNER, 62 FEET SOUTH OF A
 BK1081'NORTHWEST-SOUTHEAST FENCE LINE, 55 FEET WEST OF THE
 BK1081'NORTH-SOUTH FENCE LINE AND 14 FEET SOUTHEAST OF A TWIN TRUNK
 BK1081'TREE.
 BK1081'
 BK1081'THE AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED RICHEY
 BK1081'AZIMUTH 1935, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BK1081'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 250 FEET NORTH
 BK1081'OF A RAILROAD CROSSING, 47 FEET EAST OF THE CENTER OF U.S.
 BK1081'HIGHWAY 165, 37.5 FEET WEST OF THE WEST RAIL OF RAILROAD
 BK1081'TRACKS, 2 FEET SOUTH OF A TELEGRAPH POLE AND 1.5 FEET WEST
 BK1081'OF A METAL WITNESS POST.
 BK1081'
 BK1081'HEIGHT OF LIGHT ABOVE STATION MARK 133.8 FEET.
 BK1081'
 BK1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2
 BK1081'MILES NORTHEAST OF OBERLIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1079 ***********************************************************************
 BK1079  DESIGNATION -  RICHEY 1935 1974
 BK1079  PID         -  BK1079
 BK1079  STATE/COUNTY-  LA/ALLEN
 BK1079  USGS QUAD   -  GUY (1993)
 BK1079
 BK1079                         *CURRENT SURVEY CONTROL
 BK1079  ___________________________________________________________________
 BK1079* NAD 83(1986)-  30 42 13.     (N)    092 43 19.     (W)     SCALED    
 BK1079* NAVD 88     -        29.05   (+/-2cm)      95.3    (feet)  VERTCON   
 BK1079  ___________________________________________________________________
 BK1079  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1079
 BK1079  VERT ORDER  -  THIRD (See Below)
 BK1079
 BK1079.The horizontal coordinates were scaled from a topographic map and have
 BK1079.an estimated accuracy of +/- 6 seconds.
 BK1079
 BK1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1079.The vertical order pertains to the NGVD 29 superseded value.
 BK1079
 BK1079.The geoid height was determined by GEOID03.
 BK1079
 BK1079;                    North         East    Units  Estimated Accuracy
 BK1079;SPC LA S     -   245,070.      866,980.      MT  (+/- 180 meters Scaled)
 BK1079
 BK1079                          SUPERSEDED SURVEY CONTROL
 BK1079
 BK1079  NGVD 29 (??/??/??)   29.03   (m)           95.2    (f) RESET       3  
 BK1079
 BK1079.Superseded values are not recommended for survey control.
 BK1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1079.See file dsdata.txt to determine how the superseded data were derived.
 BK1079
 BK1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP266967(NAD 83)
 BK1079_MARKER: DS = TRIANGULATION STATION DISK
 BK1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1079_SP_SET: MONUMENT
 BK1079_STAMPING: RICHEY 1935 1974
 BK1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1079
 BK1079  HISTORY     - Date     Condition        Report By
 BK1079  HISTORY     - 1974     MONUMENTED       NGS
 BK1079  HISTORY     - 1974     GOOD             NGS
 BK1079
 BK1079                          STATION DESCRIPTION
 BK1079
 BK1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BK1079'6.05 MI NE FROM OBERLIN.
 BK1079'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 165 AND STATE
 BK1079'HIGHWAY 26 IN OBERLIN, GO NORTHEAST ON U.S. HIGHWAY 165 FOR 6.0 MILES
 BK1079'TO A SIDE ROAD LEFT AND A WOODEN GATE IN THE NORTHWEST ANGLE OF THE
 BK1079'INTERSECTION.  PASS THROUGH THE GATE, THEN GO NORTH ACROSS FIELD FOR
 BK1079'0.05 MILE TO THE MARK.  THE MARK IS 126.5 FEET WEST OF THE CENTER OF
 BK1079'U.S. HIGHWAY 165, 72 FEET EAST OF AN OVERHEAD POWER LINE, 57 FEET WEST
 BK1079'OF A NORTH-SOUTH FENCE LINE AND METAL WITNESS POST AND 51 FEET
 BK1079'EAST-NORTHEAST OF A TWIN TRUNK TREE.  THE MARK IS SET IN THE TOP OF A
 BK1079'12-INCH CYLINDRICAL CONCRETE MONUMENT 12-INCH BELOW THE GROUND
 BK1079'SURFACE.  NOTE-- THE MARK WAS LOWERED .287 METERS AT THE REQUEST OF
 BK1079'THE PROPERTY OWNER MR. WILFORD J. MONTOUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1083 ***********************************************************************
 BK1083  DESIGNATION -  RICHEY AZ MK
 BK1083  PID         -  BK1083
 BK1083  STATE/COUNTY-  LA/ALLEN
 BK1083  USGS QUAD   -  GUY (1993)
 BK1083
 BK1083                         *CURRENT SURVEY CONTROL
 BK1083  ___________________________________________________________________
 BK1083* NAD 83(1986)-  30 41 58.     (N)    092 43 24.     (W)     SCALED    
 BK1083* NAVD 88     -        28.572  (meters)      93.74   (feet)  ADJUSTED  
 BK1083  ___________________________________________________________________
 BK1083  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1083  DYNAMIC HT  -          28.535 (meters)      93.62  (feet)  COMP
 BK1083  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 BK1083
 BK1083  VERT ORDER  -  FIRST     CLASS I
 BK1083
 BK1083.The horizontal coordinates were scaled from a topographic map and have
 BK1083.an estimated accuracy of +/- 6 seconds.
 BK1083
 BK1083.The orthometric height was determined by differential leveling
 BK1083.and adjusted by the National Geodetic Survey in February 1994..
 BK1083
 BK1083.The geoid height was determined by GEOID03.
 BK1083
 BK1083.The dynamic height is computed by dividing the NAVD 88
 BK1083.geopotential number by the normal gravity value computed on the
 BK1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1083.degrees latitude (g = 980.6199 gals.).
 BK1083
 BK1083.The modeled gravity was interpolated from observed gravity values.
 BK1083
 BK1083;                    North         East    Units  Estimated Accuracy
 BK1083;SPC LA S     -   244,610.      866,840.      MT  (+/- 180 meters Scaled)
 BK1083
 BK1083                          SUPERSEDED SURVEY CONTROL
 BK1083
 BK1083  NAVD 88 (06/15/91)   28.561  (m)           93.70   (f) UNKNOWN     1 1
 BK1083  NGVD 29 (??/??/??)   28.545  (m)           93.65   (f) ADJUSTED    1 1
 BK1083
 BK1083.Superseded values are not recommended for survey control.
 BK1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1083.See file dsdata.txt to determine how the superseded data were derived.
 BK1083
 BK1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP264963(NAD 83)
 BK1083_MARKER: DZ = AZIMUTH MARK DISK
 BK1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1083_SP_SET: MONUMENT
 BK1083_STAMPING: RICHEY AZIMUTH 1935
 BK1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1083
 BK1083  HISTORY     - Date     Condition        Report By
 BK1083  HISTORY     - 1935     MONUMENTED       CGS
 BK1083  HISTORY     - 1974     GOOD             NGS
 BK1083
 BK1083                          STATION DESCRIPTION
 BK1083
 BK1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BK1083'5.8 MI NE FROM OBERLIN.
 BK1083'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 165 AND STATE
 BK1083'HIGHWAY 26 IN OBERLIN, GO NORTHEAST ON U.S. HIGHWAY 165 FOR 5.8 MILES
 BK1083'TO THE AZIMUTH MARK ON THE RIGHT.  IT IS 250 FEET NORTH OF A RAILROAD
 BK1083'CROSSING, 47 FEET EAST OF THE CENTER OF U.S. HIGHWAY 165, 37.5 FEET
 BK1083'WEST OF THE WEST RAIL OF RAILROAD TRACKS, 2 FEET SOUTH OF A TELEGRAPH
 BK1083'POLE AND 1.5 FEET WEST OF A METAL WITNESS POST.  THE MARK IS SET IN
 BK1083'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 BK1083'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1078 ***********************************************************************
 BK1078  DESIGNATION -  RICHEY RM 1
 BK1078  PID         -  BK1078
 BK1078  STATE/COUNTY-  LA/ALLEN
 BK1078  USGS QUAD   -  GUY (1993)
 BK1078
 BK1078                         *CURRENT SURVEY CONTROL
 BK1078  ___________________________________________________________________
 BK1078* NAD 83(1986)-  30 42 13.     (N)    092 43 19.     (W)     SCALED    
 BK1078* NAVD 88     -        29.694  (meters)      97.42   (feet)  ADJUSTED  
 BK1078  ___________________________________________________________________
 BK1078  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1078  DYNAMIC HT  -          29.656 (meters)      97.30  (feet)  COMP
 BK1078  MODELED GRAV-     979,358.9   (mgal)                       NAVD 88
 BK1078
 BK1078  VERT ORDER  -  FIRST     CLASS I
 BK1078
 BK1078.The horizontal coordinates were scaled from a topographic map and have
 BK1078.an estimated accuracy of +/- 6 seconds.
 BK1078
 BK1078.The orthometric height was determined by differential leveling
 BK1078.and adjusted by the National Geodetic Survey in February 1994..
 BK1078
 BK1078.The geoid height was determined by GEOID03.
 BK1078
 BK1078.The dynamic height is computed by dividing the NAVD 88
 BK1078.geopotential number by the normal gravity value computed on the
 BK1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1078.degrees latitude (g = 980.6199 gals.).
 BK1078
 BK1078.The modeled gravity was interpolated from observed gravity values.
 BK1078
 BK1078;                    North         East    Units  Estimated Accuracy
 BK1078;SPC LA S     -   245,070.      866,980.      MT  (+/- 180 meters Scaled)
 BK1078
 BK1078                          SUPERSEDED SURVEY CONTROL
 BK1078
 BK1078  NAVD 88 (06/15/91)   29.683  (m)           97.39   (f) UNKNOWN     1 1
 BK1078  NGVD 29 (??/??/??)   29.667  (m)           97.33   (f) ADJUSTED    1 1
 BK1078
 BK1078.Superseded values are not recommended for survey control.
 BK1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1078.See file dsdata.txt to determine how the superseded data were derived.
 BK1078
 BK1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP266967(NAD 83)
 BK1078_MARKER: DR = REFERENCE MARK DISK
 BK1078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1078_SP_SET: MONUMENT
 BK1078_STAMPING: RICHEY NO 1 1935
 BK1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1078
 BK1078  HISTORY     - Date     Condition        Report By
 BK1078  HISTORY     - 1935     MONUMENTED       CGS
 BK1078  HISTORY     - 1974     GOOD             NGS
 BK1078
 BK1078                          STATION DESCRIPTION
 BK1078
 BK1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BK1078'6.05 MI NE FROM OBERLIN.
 BK1078'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 165 AND STATE
 BK1078'HIGHWAY 26 IN OBERLIN, GO NORTHEAST ON U.S. HIGHWAY 165 FOR 6.05 MILES
 BK1078'TO THE MARK ON THE LEFT.  IT IS 63 FEET WEST OF THE CENTER OF U.S.
 BK1078'HIGHWAY 165, 8.5 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET WEST OF A
 BK1078'METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A 12-INCH SQUARE
 BK1078'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1080 ***********************************************************************
 BK1080  DESIGNATION -  RICHEY RM 3
 BK1080  PID         -  BK1080
 BK1080  STATE/COUNTY-  LA/ALLEN
 BK1080  USGS QUAD   -  GUY (1993)
 BK1080
 BK1080                         *CURRENT SURVEY CONTROL
 BK1080  ___________________________________________________________________
 BK1080* NAD 83(1986)-  30 42 13.     (N)    092 43 19.     (W)     SCALED    
 BK1080* NAVD 88     -        29.362  (meters)      96.33   (feet)  ADJUSTED  
 BK1080  ___________________________________________________________________
 BK1080  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1080  DYNAMIC HT  -          29.324 (meters)      96.21  (feet)  COMP
 BK1080  MODELED GRAV-     979,358.9   (mgal)                       NAVD 88
 BK1080
 BK1080  VERT ORDER  -  FIRST     CLASS I
 BK1080
 BK1080.The horizontal coordinates were scaled from a topographic map and have
 BK1080.an estimated accuracy of +/- 6 seconds.
 BK1080
 BK1080.The orthometric height was determined by differential leveling
 BK1080.and adjusted by the National Geodetic Survey in February 1994..
 BK1080
 BK1080.The geoid height was determined by GEOID03.
 BK1080
 BK1080.The dynamic height is computed by dividing the NAVD 88
 BK1080.geopotential number by the normal gravity value computed on the
 BK1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1080.degrees latitude (g = 980.6199 gals.).
 BK1080
 BK1080.The modeled gravity was interpolated from observed gravity values.
 BK1080
 BK1080;                    North         East    Units  Estimated Accuracy
 BK1080;SPC LA S     -   245,070.      866,980.      MT  (+/- 180 meters Scaled)
 BK1080
 BK1080                          SUPERSEDED SURVEY CONTROL
 BK1080
 BK1080  NAVD 88 (06/15/91)   29.352  (m)           96.30   (f) UNKNOWN     1 1
 BK1080  NGVD 29 (??/??/??)   29.335  (m)           96.24   (f) ADJUSTED    1 1
 BK1080
 BK1080.Superseded values are not recommended for survey control.
 BK1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1080.See file dsdata.txt to determine how the superseded data were derived.
 BK1080
 BK1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP266967(NAD 83)
 BK1080_MARKER: DR = REFERENCE MARK DISK
 BK1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1080_SP_SET: MONUMENT
 BK1080_STAMPING: RICHEY NO 3 1935
 BK1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1080
 BK1080  HISTORY     - Date     Condition        Report By
 BK1080  HISTORY     - 1965     MONUMENTED       CGS
 BK1080  HISTORY     - 1974     GOOD             NGS
 BK1080
 BK1080                          STATION DESCRIPTION
 BK1080
 BK1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BK1080'6.05 MI NE FROM OBERLIN.
 BK1080'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 165 AND STATE
 BK1080'HIGHWAY 26 IN OBERLIN, GO NORTHEAST ON U.S. HIGHWAY 165 FOR 6.0 MILES
 BK1080'TO A SIDE ROAD LEFT AND A WOODEN GATE IN THE NORTHWEST ANGLE OF THE
 BK1080'INTERSECTION.  PASS THROUGH THE GATE, THEN GO NORTH ACROSS FIELD FOR
 BK1080'0.05 MILE TO THE MARK.  IT IS 89 FEET NORTH-NORTHWEST OF A POWER POLE
 BK1080'WITH TRANSFORMER, 24 FEET WEST OF AN OVERHEAD POWER LINE AND 8 FEET
 BK1080'EAST OF A 14-INCH TREE.  THE MARK IS SET IN THE TOP OF A 10-INCH
 BK1080'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 BK1080'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2988 ***********************************************************************
 BK2988  DESIGNATION -  RICHEY RM A 1965
 BK2988  PID         -  BK2988
 BK2988  STATE/COUNTY-  LA/ALLEN
 BK2988  USGS QUAD   -  GUY (1993)
 BK2988
 BK2988                         *CURRENT SURVEY CONTROL
 BK2988  ___________________________________________________________________
 BK2988* NAD 83(1992)-  30 42 14.58381(N)    092 43 18.55158(W)     ADJUSTED  
 BK2988* NAVD 88     -        29.43   (+/-2cm)      96.6    (feet)  VERTCON   
 BK2988  ___________________________________________________________________
 BK2988  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK2988  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2988
 BK2988  HORZ ORDER  -  FIRST
 BK2988  VERT ORDER  -  THIRD ? (See Below)
 BK2988
 BK2988.The horizontal coordinates were established by classical geodetic methods
 BK2988.and adjusted by the National Geodetic Survey in January 1993..
 BK2988
 BK2988.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2988.The vertical order pertains to the NGVD 29 superseded value.
 BK2988
 BK2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2988
 BK2988.The geoid height was determined by GEOID03.
 BK2988
 BK2988;                    North         East     Units Scale Factor Converg.
 BK2988;SPC LA S     -   245,118.410   866,988.996   MT  1.00000086   -0 41 39.3
 BK2988;SPC LA S     -   804,192.65  2,844,446.40   sFT  1.00000086   -0 41 39.3
 BK2988;UTM  15      - 3,396,837.128   526,638.471   MT  0.99960875   +0 08 31.3
 BK2988
 BK2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2988!SPC LA S     -   0.99999965  x   1.00000086  =   1.00000051
 BK2988!UTM  15      -   0.99999965  x   0.99960875  =   0.99960840
 BK2988
 BK2988:                Primary Azimuth Mark                     Grid Az
 BK2988:SPC LA S     -  BOND                                     100 09 15.6
 BK2988:UTM  15      -  BOND                                     099 19 05.0
 BK2988
 BK2988|---------------------------------------------------------------------|
 BK2988| PID    Reference Object                     Distance      Geod. Az  |
 BK2988|                                                           dddmmss.s |
 BK2988| BK2981 BOND                                APPROX. 9.9 KM 0992736.3 |
 BK2988| BK1081 RICHEY                               34.701 METERS 20448     |
 BK2988|---------------------------------------------------------------------|
 BK2988
 BK2988                          SUPERSEDED SURVEY CONTROL
 BK2988
 BK2988  NAD 83(1986)-  30 42 14.60399(N)    092 43 18.54472(W) AD(       ) 1
 BK2988  NAD 27      -  30 42 13.89590(N)    092 43 18.01905(W) AD(       ) 1
 BK2988  NGVD 29 (07/19/86)   29.40   (m)           96.5    (f) LEVELING    3  
 BK2988
 BK2988.Superseded values are not recommended for survey control.
 BK2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2988.See file dsdata.txt to determine how the superseded data were derived.
 BK2988
 BK2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2663896837(NAD 83)
 BK2988_MARKER: DS = TRIANGULATION STATION DISK
 BK2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2988+STABILITY: SURFACE MOTION
 BK2988
 BK2988  HISTORY     - Date     Condition        Report By
 BK2988  HISTORY     - 1965     MONUMENTED       CGS
 BK2988  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BK2988
 BK2988                          STATION DESCRIPTION
 BK2988
 BK2988'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EGC)
 BK2988'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 BK2988'PROPERTY AS TRIANGULATION STATION RICHEY 1935.
 BK2988'
 BK2988'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK,
 BK2988'THE DISK IS SET IN THE TOP OF A 10 INCH CONCRETE
 BK2988'CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 BK2988'GROUND.  THE DISK IS STAMPED RICHEY RM A 1965.  THE MARK IS 124
 BK2988'FEET WEST OF THE CENTER-LINE OF HIGHWAY 165, 75 FEET NORTHWEST OF
 BK2988'A POWER-LINE POLE, 71.06 FEET OR 21.660 METERS WEST-SOUTHWEST OF
 BK2988'RICHEY 1935 REFERENCE MARK NO. 2, 61 FEET WEST-SOUTHWEST OF A
 BK2988'FENCE CORNER AND 13 FEET SOUTH OF A FENCE LINE.
 BK2988'
 BK2988'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BK2988'RICHEY 1935, DISTANCE BEING 34.700 METERS OR 113.84 FEET.
 BK2988
 BK2988                          STATION RECOVERY (1974)
 BK2988
 BK2988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2988'THE STATION MARK WAS RECOVERED.  AT THE REQUEST OF THE PROPERTY
 BK2988'OWNER THE MARK WAS LOWERED BY .320 METERS.  THE DISTANCE TO
 BK2988'RICHEY 1935 WAS CHECKED WITH A 300-FOOT STEEL TAPE AND A DIFFERENCE
 BK2988'OF .017 METERS LONGER WAS NOTED.  THE 1965 TRAVERSE DISTANCE TO
 BK2988'RICHEY 1935 IS (113.84 FEET) OR 34.700 METERS.  NO OBSERVATIONS
 BK2988'WERE MADE FROM THIS STATION.  FOLLOWING IS A COMPLETE AND
 BK2988'NEW DESCRIPTION.
 BK2988'
 BK2988'THE STATION IS LOCATED ABOUT 14-3/4 MILES NORTH OF ELTON, 11
 BK2988'MILES EAST OF MITTIE, 6-1/2 MILES NORTHEAST OF OBERLIN AND ON
 BK2988'PROPERTY OF MR. WILFORD J. MONTOUS, ROUTE 1, POST OFFICE BOX
 BK2988'121, OBERLIN, LOUISIANA, PHONE NUMBER 639-4606.
 BK2988'
 BK2988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 BK2988'STATE HIGHWAY 26 IN OBERLIN, GO NORTHEAST ON U.S. HIGHWAY 165
 BK2988'FOR 6.0 MILES TO A SIDE ROAD LEFT AND A WOODEN GATE IN THE
 BK2988'NORTHWEST ANGLE OF THE INTERSECTION.  PASS THROUGH THE GATE,
 BK2988'THEN GO NORTH ACROSS FIELD FOR 0.05 MILE TO THE STATION.
 BK2988'
 BK2988'THE STATION MARK, A STANDARD DISK STAMPED RICHEY RM A 1965
 BK2988'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2988'MONUMENT 12 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND
 BK2988'MARK IS A STANDARD STATION DISK STAMPED RICHEY RM A 1965, IS
 BK2988'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 43 INCHES BELOW
 BK2988'THE SURFACE OF THE GROUND.  THEY ARE 62 FEET SOUTHWEST OF A
 BK2988'FENCE CORNER, 62 FEET SOUTH OF A NORTHWEST-SOUTHEAST FENCE
 BK2988'LINE, 55 FEET WEST OF THE NORTH-SOUTH FENCE LINE AND 14 FEET
 BK2988'SOUTHEAST OF A TWIN TRUNK TREE.
 BK2988'
 BK2988'FOR FURTHER INFORMATION REFER TO THE DESCRIPTION OF RICHEY
 BK2988'1935 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2985 ***********************************************************************
 CP2985  DESIGNATION -  RICKY
 CP2985  PID         -  CP2985
 CP2985  STATE/COUNTY-  LA/RICHLAND
 CP2985  USGS QUAD   -  BEE BAYOU (1987)
 CP2985
 CP2985                         *CURRENT SURVEY CONTROL
 CP2985  ___________________________________________________________________
 CP2985* NAD 83(1992)-  32 27 20.11585(N)    091 37 38.94942(W)     ADJUSTED  
 CP2985* NAVD 88     -        32.5    (meters)     107.     (feet)  VERTCON   
 CP2985  ___________________________________________________________________
 CP2985  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CP2985  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CP2985
 CP2985  HORZ ORDER  -  SECOND
 CP2985
 CP2985.The horizontal coordinates were established by classical geodetic methods
 CP2985.and adjusted by the National Geodetic Survey in May 1994..
 CP2985
 CP2985.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2985
 CP2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2985
 CP2985.The geoid height was determined by GEOID03.
 CP2985
 CP2985;                    North         East     Units Scale Factor Converg.
 CP2985;SPC LA N     -   217,159.708 1,082,032.041   MT  0.99995868   +0 27 40.7
 CP2985;SPC LA N     -   712,464.81  3,549,966.79   sFT  0.99995868   +0 27 40.7
 CP2985;UTM  15      - 3,591,765.249   629,001.430   MT  0.99980521   +0 44 12.0
 CP2985
 CP2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2985!SPC LA N     -   0.99999901  x   0.99995868  =   0.99995769
 CP2985!UTM  15      -   0.99999901  x   0.99980521  =   0.99980422
 CP2985
 CP2985|---------------------------------------------------------------------|
 CP2985| PID    Reference Object                     Distance      Geod. Az  |
 CP2985|                                                           dddmmss.s |
 CP2985| CY4599 RICKY RM 1                           10.820 METERS 27111     |
 CP2985| CP2990 RICKY AZ MK                         APPROX. 3.6 KM 2713822.0 |
 CP2985| CP2986 RICKY LADH RM 2 1970                 16.464 METERS 32023     |
 CP2985|---------------------------------------------------------------------|
 CP2985
 CP2985                          SUPERSEDED SURVEY CONTROL
 CP2985
 CP2985  NAD 83(1992)-  32 27 20.11704(N)    091 37 38.94909(W) AD(       ) 2
 CP2985  NAD 83(1986)-  32 27 20.12783(N)    091 37 38.94260(W) AD(       ) 2
 CP2985  NAD 27      -  32 27 19.61711(N)    091 37 38.50406(W) AD(       ) 2
 CP2985  NGVD 29 (07/19/86)   32.5    (m)          107.     (f) VERT ANG       
 CP2985
 CP2985.Superseded values are not recommended for survey control.
 CP2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2985.See file dsdata.txt to determine how the superseded data were derived.
 CP2985
 CP2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2900191765(NAD 83)
 CP2985_MARKER: DD = SURVEY DISK
 CP2985_SETTING: 0 = UNSPECIFIED SETTING
 CP2985
 CP2985  HISTORY     - Date     Condition        Report By
 CP2985  HISTORY     - 1970     MONUMENTED       LADTD
 CP2985  HISTORY     - 1973     GOOD             NGS
 CP2985  HISTORY     - 1981     GOOD             LADTD
 CP2985
 CP2985                          STATION DESCRIPTION
 CP2985
 CP2985'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2985'THE STATION IS LOCATED 1 MILE SOUTH OF HOLLYRIDGE, 7 MILES
 CP2985'EAST OF RAYVILLE AND 8 MILES WEST OF DELHI IN THE SOUTHWEST
 CP2985'QUARTER OF SECTION 14, T17N, R8E, AND ON THE PROPERTY OWNED BY
 CP2985'THE LOUISIANA DEPARTMENT OF HIGHWAYS, BATON ROUGE, LOUISIANA.
 CP2985'
 CP2985'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE
 CP2985'INTERSECTION ON U.S. HIGHWAY 80 AND STATE HIGHWAY 183 IN
 CP2985'HOLLYRIDGE, GO SOUTH ON STATE HIGHWAY 183 FOR 0.8 MILE TO THE
 CP2985'INTERCHANGE ON INTERSTATE 20.  THE STATION IS SET IN THE
 CP2985'SOUTHEAST CORNER OF THE STATE HIGHWAY 183 OVERPASS ON
 CP2985'INTERSTATE 20.
 CP2985'
 CP2985'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG
 CP2985'INTERSTATE 20 FOR 2.2 MILES TO A PARISH ROAD OVERPASS.  THE
 CP2985'MARK IS SET IN THE NORTHEAST CORNER OF THE OVERPASS.
 CP2985'
 CP2985'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2985'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK CEMENTED IN A
 CP2985'DRILL HOLE IN THE CONCRETE ABUTMENT OF THE OVERPASS AND IS
 CP2985'FLUSH WITH THE ROADWAY.  IT IS STAMPED RICKY 1970.  IT IS 18
 CP2985'FEET SOUTH OF THE FIRST BRIDGE PIERS, 17 FEET EAST OF THE
 CP2985'CENTER OF THE OVERPASS ON STATE HIGHWAY 183, 3.5 FEET NORTHWEST
 CP2985'OF A METAL WITNESS POST AND SIGN, AND 3 FEET WEST-NORTHWEST OF
 CP2985'THE SOUTHEAST CORNER OF THE OVERPASS.
 CP2985'
 CP2985'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2985'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK CEMENTED IN A
 CP2985'DRILL HOLE IN THE CONCRETE ABUTMENT OF THE OVERPASS AND IS
 CP2985'FLUSH WITH THE ROADWAY.  IT IS STAMPED RICKY R.M. 1 1970.  IT
 CP2985'IS 18 FEET WEST-NORTHWEST OF THE CENTER OF THE OVERPASS, 18
 CP2985'FEET SOUTH-SOUTHWEST OF THE FIRST PIERS UNDER THE OVERPASS, AND
 CP2985'3 FEET EAST OF THE SOUTHWEST CORNER OF THE OVERPASS.
 CP2985'
 CP2985'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2985'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK CEMENTED IN A
 CP2985'DRILL HOLE IN THE CONCRETE ROADWAY OF THE OVERPASS AND IS FLUSH
 CP2985'WITH THE ROADWAY.  IT IS STAMPED RICKY R.M. 2 1970.  IT IS 42
 CP2985'FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE OVERPASS,
 CP2985'22 FEET NORTH OF THE FIRST SET OF PIERS ON THE SOUTH END OF THE
 CP2985'OVERPASS, 18 FEET WEST OF THE CENTER OF THE OVERPASS, AND 2.5
 CP2985'FEET EAST OF THE WEST RAIL ON THE OVERPASS.
 CP2985'
 CP2985'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2985'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK CEMENTED IN A
 CP2985'DRILL HOLE IN THE CONCRETE CURB ON AN OVERPASS THAT IS
 CP2985'APPROXIMATELY 10 INCHES ABOVE THE ROADWAY.  IT IS STAMPED RICKY
 CP2985'AZ MK 1970.  IT IS 17.5 FEET SOUTH OF THE ABUTMENT ON THE NORTH
 CP2985'END OF A PARISH ROAD OVERPASS ON INTERSTATE 20, 14 FEET EAST OF
 CP2985'THE CENTER OF THE PARISH ROAD, 2 FEET NORTH-NORTHWEST OF A
 CP2985'FENCE, 2 FEET NORTH OF THE NORTHEAST CORNER OF THE OVERPASS,
 CP2985'AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CP2985'
 CP2985'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2985
 CP2985                          STATION RECOVERY (1973)
 CP2985
 CP2985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 CP2985'THE STATION IS LOCATED 0.8 MILE SOUTH OF HOLLY RIDGE, 3 MILES
 CP2985'SOUTHWEST OF DUNN, AND 8 MILES WEST OF DELHI, IN THE SOUTHEAST
 CP2985'1/4 OF SECTION 15, T17N-R8E, AND ON THE PROPERTY OWNED BY THE
 CP2985'LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2985'
 CP2985'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP2985'STATE HIGHWAY 183 IN HOLLY RIDGE, GO SOUTH ALONG STATE HIGHWAY
 CP2985'183 FOR 0.8 MILE TO THE OVERPASS ON THE INTERCHANGE ON
 CP2985'INTERSTATE 20.  THE STATION IS SET NEAR THE SOUTHEAST CORNER OF
 CP2985'THE OVERPASS.
 CP2985'
 CP2985'TO REACH THE AZIMUTH MARK FROM THE INTERSTATE 20 AND STATE
 CP2985'HIGHWAY 583 INTERCHANGE JUST SOUTH OF BEE BAYOU, GO EAST ALONG
 CP2985'INTERSTATE 20 FOR 1.8 MILES TO AN OVERPASS.  THE MARK IS SET IN
 CP2985'THE NORTHEAST CORNER OF THE OVERPASS.
 CP2985'
 CP2985'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2985'AND U.S. COAST AND GEODETIC SURVEY DISC SET IN A DRILL HOLE IN
 CP2985'A CONCRETE APRON TO AN OVERPASS THAT IS FLUSH WITH THE SURFACE.  IT
 CP2985'IS STAMPED RICKY 1970.  IT IS 102 FEET SOUTH OF THE CENTER OF
 CP2985'THE EAST BOUND LANE OF INTERSTATE 20, 18 FEET SOUTH OF THE
 CP2985'OVERPASS EXPANSION JOINT, 17 FEET EAST OF THE CENTER OF STATE
 CP2985'HIGHWAY 183, AND 3 FEET NORTHWEST OF A METAL WITNESS POST AND
 CP2985'SIGN.
 CP2985'
 CP2985'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2985'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP
 CP2985'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP2985'THE GROUND.  IT IS STAMPED RICKY NO. 1 1970.  IT IS 102 FEET
 CP2985'SOUTH OF THE CENTER OF THE EAST BOUND LANE ON INTERSTATE 20,
 CP2985'17 FEET WEST OF THE CENTER OF STATE HIGHWAY 182, AND 3 FEET
 CP2985'SOUTHWEST OF THE BRIDGE ABUTMENT.
 CP2985'
 CP2985'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2985'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISC SET IN A DRILL
 CP2985'HOLE IN THE BRIDGE DECK OF THE OVERPASS, FLUSH WITH THE DECK.  IT
 CP2985'IS STAMPED RICKY RM NO. 2 1970.  IT IS 61 FEET SOUTH OF THE
 CP2985'CENTER OF INTERSTATE 20 (EAST BOUND LANE), 22 FEET NORTH OF THE
 CP2985'SOUTH BRIDGE JOINT, AND 3 FEET EAST OF THE WEST BRIDGE RAIL.
 CP2985'
 CP2985'THE DISTANCE BETWEEN R. M. 1 AND R. M. 2 IS 40.87 FEET.
 CP2985'
 CP2985'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2985'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISC SET IN THE TOP
 CP2985'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CP2985'THE GROUND.  IT IS STAMPED RICKY AZ MK 1970.  IT IS 80 FEET
 CP2985'NORTH OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE 20, 14
 CP2985'FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 3 FEET NORTHEAST OF
 CP2985'THE NORTHEAST END OF AN OVERPASS, AND 1.5 FEET EAST OF A METAL
 CP2985'GUARD RAIL.
 CP2985
 CP2985                          STATION RECOVERY (1981)
 CP2985
 CP2985'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2985'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 CP2985'MARK WERE RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 CP2985'ADEQUATE TO RECOVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2990 ***********************************************************************
 CP2990  DESIGNATION -  RICKY AZ MK
 CP2990  PID         -  CP2990
 CP2990  STATE/COUNTY-  LA/RICHLAND
 CP2990  USGS QUAD   -  BEE BAYOU (1987)
 CP2990
 CP2990                         *CURRENT SURVEY CONTROL
 CP2990  ___________________________________________________________________
 CP2990* NAD 83(1992)-  32 27 23.47488(N)    091 39 58.25337(W)     ADJUSTED  
 CP2990* NAVD 88     -        32.8    (meters)     108.     (feet)  VERTCON   
 CP2990  ___________________________________________________________________
 CP2990  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CP2990  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CP2990
 CP2990  HORZ ORDER  -  SECOND
 CP2990
 CP2990.The horizontal coordinates were established by classical geodetic methods
 CP2990.and adjusted by the National Geodetic Survey in May 1994..
 CP2990
 CP2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2990
 CP2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2990
 CP2990.The geoid height was determined by GEOID03.
 CP2990
 CP2990;                    North         East     Units Scale Factor Converg.
 CP2990;SPC LA N     -   217,234.531 1,078,393.240   MT  0.99995883   +0 26 27.0
 CP2990;SPC LA N     -   712,710.29  3,538,028.49   sFT  0.99995883   +0 26 27.0
 CP2990;UTM  15      - 3,591,822.584   625,362.891   MT  0.99979380   +0 42 57.2
 CP2990
 CP2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2990!SPC LA N     -   0.99999896  x   0.99995883  =   0.99995779
 CP2990!UTM  15      -   0.99999896  x   0.99979380  =   0.99979276
 CP2990
 CP2990:                Primary Azimuth Mark                     Grid Az
 CP2990:SPC LA N     -  RICKY                                    091 10 40.2
 CP2990:UTM  15      -  RICKY                                    090 54 10.0
 CP2990
 CP2990|---------------------------------------------------------------------|
 CP2990| PID    Reference Object                     Distance      Geod. Az  |
 CP2990|                                                           dddmmss.s |
 CP2990| CP2985 RICKY                               APPROX. 3.6 KM 0913707.2 |
 CP2990|---------------------------------------------------------------------|
 CP2990
 CP2990                          SUPERSEDED SURVEY CONTROL
 CP2990
 CP2990  NAD 83(1992)-  32 27 23.47567(N)    091 39 58.25310(W) AD(       ) 2
 CP2990  NAD 83(1986)-  32 27 23.48684(N)    091 39 58.24630(W) AD(       ) 2
 CP2990  NAD 27      -  32 27 22.97639(N)    091 39 57.80425(W) AD(       ) 2
 CP2990  NGVD 29 (07/19/86)   32.8    (m)          108.     (f) VERT ANG       
 CP2990
 CP2990.Superseded values are not recommended for survey control.
 CP2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2990.See file dsdata.txt to determine how the superseded data were derived.
 CP2990
 CP2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2536391823(NAD 83)
 CP2990_MARKER: DZ = AZIMUTH MARK DISK
 CP2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2990+STABILITY: SURFACE MOTION
 CP2990
 CP2990  HISTORY     - Date     Condition        Report By
 CP2990  HISTORY     - 1973     MONUMENTED       LADTD
 CP2990  HISTORY     - 1981     GOOD             LADTD
 CP2990
 CP2990                          STATION DESCRIPTION
 CP2990
 CP2990'DESCRIBED BY LA TRANSP AND DEV 1973 (RT)
 CP2990'THE STATION IS LOCATED 5.5 MILES EAST SOUTHEAST OF RAYVILLE, 10
 CP2990'MILES WEST OF DELHI, AND 2.5 MILES SOUTHWEST OF HOLLY RIDGE,
 CP2990'IN THE NORTHEAST 1/4 OF SECTION 17, T17N-R8E, AND ON THE PROPERTY
 CP2990'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP2990'
 CP2990'TO REACH THE STATION FROM INTERSTATE 20 AND STATE HIGHWAY 583
 CP2990'INTERCHANGE JUST SOUTH OF BEE BAYOU, GO EAST ALONG INTERSTATE
 CP2990'20 FOR 1.8 MILES TO AN OVERPASS.  THE MARK IS SET IN THE
 CP2990'NORTHEAST CORNER OF THE OVERPASS.
 CP2990'
 CP2990'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP2990'AZIMUTH MARK DISC SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2990'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED
 CP2990'RICKY AZ MK 1970.  IT IS 80 FEET NORTH OF THE CENTER OF THE
 CP2990'WEST BOUND LANE OF INTERSTATE 20, 14 FEET EAST OF THE CENTER
 CP2990'OF A BLACKTOP ROAD, 3 FEET NORTHEAST OF THE NORTHEAST END
 CP2990'OF AN OVERPASS, AND 1.5 FEET EAST OF A METAL GUARD RAIL.
 CP2990'
 CP2990'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2990
 CP2990                          STATION RECOVERY (1981)
 CP2990
 CP2990'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (RJT)
 CP2990'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP2990'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3135 ***********************************************************************
 CP3135  DESIGNATION -  RIDGE
 CP3135  PID         -  CP3135
 CP3135  STATE/COUNTY-  LA/MOREHOUSE
 CP3135  USGS QUAD   -  IRWIN LAKE (1982)
 CP3135
 CP3135                         *CURRENT SURVEY CONTROL
 CP3135  ___________________________________________________________________
 CP3135* NAD 83(1992)-  32 37 26.97002(N)    091 46 04.22645(W)     ADJUSTED  
 CP3135* NAVD 88     -        27.1    (meters)      89.     (feet)  VERTCON   
 CP3135  ___________________________________________________________________
 CP3135  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CP3135  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3135
 CP3135  HORZ ORDER  -  SECOND
 CP3135
 CP3135.The horizontal coordinates were established by classical geodetic methods
 CP3135.and adjusted by the National Geodetic Survey in January 1993..
 CP3135
 CP3135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3135
 CP3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3135
 CP3135.The geoid height was determined by GEOID03.
 CP3135
 CP3135;                    North         East     Units Scale Factor Converg.
 CP3135;SPC LA N     -   235,754.953 1,068,710.095   MT  0.99999058   +0 23 13.5
 CP3135;SPC LA N     -   773,472.71  3,506,259.70   sFT  0.99999058   +0 23 13.5
 CP3135;UTM  15      - 3,610,292.510   615,592.482   MT  0.99976476   +0 39 51.7
 CP3135
 CP3135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3135!SPC LA N     -   0.99999981  x   0.99999058  =   0.99999039
 CP3135!UTM  15      -   0.99999981  x   0.99976476  =   0.99976457
 CP3135
 CP3135|---------------------------------------------------------------------|
 CP3135| PID    Reference Object                     Distance      Geod. Az  |
 CP3135|                                                           dddmmss.s |
 CP3135| CY4601 RIDGE RM 2                           14.228 METERS 00151     |
 CP3135| CP3134 RIDGE LADH A PT 1970                 24.671 METERS 05952     |
 CP3135| CP3401 RIDGE AZ MK                         APPROX. 1.7 KM 0963854.5 |
 CP3135| CP3124 OAK RIDGE ATT MICROWAVE KKT 26      APPROX. 3.6 KM 0975626.2 |
 CP3135| CY4600 RIDGE RM 1                           10.071 METERS 17734     |
 CP3135|---------------------------------------------------------------------|
 CP3135
 CP3135                          SUPERSEDED SURVEY CONTROL
 CP3135
 CP3135  NAD 83(1986)-  32 37 26.98185(N)    091 46 04.21923(W) AD(       ) 2
 CP3135  NAD 27      -  32 37 26.48212(N)    091 46 03.76816(W) AD(       ) 2
 CP3135  NGVD 29 (07/19/86)   27.2    (m)           89.     (f) VERT ANG       
 CP3135
 CP3135.Superseded values are not recommended for survey control.
 CP3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3135.See file dsdata.txt to determine how the superseded data were derived.
 CP3135
 CP3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1559210293(NAD 83)
 CP3135_MARKER: DD = SURVEY DISK
 CP3135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3135_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3135
 CP3135  HISTORY     - Date     Condition        Report By
 CP3135  HISTORY     - 1970     MONUMENTED       LADTD
 CP3135  HISTORY     - 19790706 MARK NOT FOUND   USGS
 CP3135  HISTORY     - 1980     GOOD             NGS
 CP3135
 CP3135                          STATION DESCRIPTION
 CP3135
 CP3135'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3135'THE STATION IS LOCATED 10.5 MILES SOUTH OF MER ROUGE AND 0.5
 CP3135'MILE EAST OF DOWNTOWN OAK RIDGE, IN THE SOUTHEAST QUARTER OF
 CP3135'SECTION 45, T19N, R7E AND ON THE PROPERTY OF MR. FRANCES
 CP3135'V. JORDAN, RAYVILLE, LOUISIANA.
 CP3135'
 CP3135'TO REACH THE STATION FROM THE RAILROAD CROSSING IN OAK RIDGE,
 CP3135'DRIVE NORTHEAST ALONG STATE HIGHWAY 133 FOR 0.2 MILE TO ITS
 CP3135'INTERSECTION WITH STATE HIGHWAY 134, THENCE RIGHT AND EAST ALONG
 CP3135'STATE HIGHWAY 134 FOR 0.5 MILE TO THE STATION WHICH IS SET TO
 CP3135'THE LEFT AND NORTH OF THE HIGHWAY NEAR A FENCE.
 CP3135'
 CP3135'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG
 CP3135'STATE HIGHWAY 134 FOR 1 MILE TO THE MARK WHICH IS SET TO THE
 CP3135'RIGHT AND SOUTH OF THE HIGHWAY NEAR AN OAK TREE.
 CP3135'
 CP3135'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3135'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3135'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3135'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3135'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3135'STAMPED RIDGE 1970.  IT IS 195 FEET NORTH OF THE CENTER OF
 CP3135'STATE HIGHWAY 134, 171 FEET SOUTH OF THE CENTER OF A METAL GATE
 CP3135'TO A FIELD, 126 FEET SOUTHWEST OF A FENCE CORNER, 101 FEET
 CP3135'SOUTH OF THE SOUTHWEST CORNER OF A BUILDING, 85 FEET NORTH OF
 CP3135'A FENCE CORNER, 2 FEET EAST OF A FENCE AND 2 FEET EAST OF A
 CP3135'METAL WITNESS POST.
 CP3135'
 CP3135'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3135'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3135'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP3135'IS STAMPED RIDGE RM 1 1970.  IT IS 130 FEET SOUTH OF THE
 CP3135'SOUTHWEST CORNER OF A BUILDING, 52 FEET NORTH OF A FENCE CORNER
 CP3135'AND 3 FEET EAST OF A FENCE.
 CP3135'
 CP3135'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3135'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3135'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP3135'IS STAMPED RIDGE RM 2 1970.  IT IS 131 FEET SOUTH-SOUTHWEST OF THE
 CP3135'CENTER OF A METAL GATE TO A FIELD, 113 FEEET WEST OF A FENCE
 CP3135'CORNER, 55 FEET SOUTH OF THE SOUTHWEST CORNER OF A BUILDING,
 CP3135'AND 4 FEET EAST OF A FENCE.
 CP3135'
 CP3135'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3135'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP3135'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP3135'IS STAMPED RIDGE AZ MK 1970.  IT IS 105 FEET WEST-SOUTHWEST
 CP3135'OF THE WEST END OF A CULVERT, 51 FEET SOUTH OF THE CENTER OF
 CP3135'STATE HIGHWAY 134, 6 FEET WEST OF A 38 INCH OAK TREE, AND 2
 CP3135'FEET SOUTH OF A METAL WITNESS POST.
 CP3135'
 CP3135'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3135
 CP3135                          STATION RECOVERY (1979)
 CP3135
 CP3135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (GS)
 CP3135'MARK NOT FOUND.
 CP3135
 CP3135                          STATION RECOVERY (1980)
 CP3135
 CP3135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CP3135'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK
 CP3135'WERE RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION OF THE ROUTE
 CP3135'TO REACH THE STATION IS IN ERROR.  THE DISTANCES AND DIRECTIONS TO
 CP3135'THE REFERENCE MARKS COMPARED FAVORABLY WITH THE PREVIOUS DATA.
 CP3135'
 CP3135'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 CP3135'
 CP3135'THE STATION IS LOCATED 10.5 MILES SOUTH OF MER ROUGE AND 0.5 MILE
 CP3135'EAST OF DOWNTOWN OAK RIDGE, IN THE SOUTHEAST QUARTER OF SECTION 45,
 CP3135'T19N, R7E, AND ON THE PROPERTY OF MR. FRANCIS V. JORDAN, RAYVILLE,
 CP3135'LOUISIANA.
 CP3135'
 CP3135'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 133 AND 134
 CP3135'IN OAK RIDGE, GO EAST ON HIGHWAY 134 FOR 0.5 MILE TO A DOUBLE
 CP3135'ALUMINUM GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH THE GATE AND
 CP3135'INTO YARD FOR ABOUT 0.05 MILE TO THE STATION ON THE RIGHT.
 CP3135'
 CP3135'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 CP3135'DISK STAMPED---RIDGE 1970---SET INTO THE TOP OF A ROUND CONCRETE
 CP3135'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CP3135'58.2 METERS (191 FEET) S FROM THE CENTER OF STATE HIGHWAY 134, 40.2
 CP3135'METERS (132 FEET) SE FROM THE WEST EDGE OF THE S CONCRETE BASE FOR
 CP3135'STORAGE TANK, 29.9 METERS (98 FEET) N FROM A CORNER FENCE POST, AND
 CP3135'0.6 METER (2 FEET) E FROM A METAL WITNESS POST IN A N-S FENCE LINE.
 CP3135'
 CP3135'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 CP3135'DEVELOPMENT DISK STAMPED---RIDGE NO 1 1970---SET INTO THE TOP OF A
 CP3135'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 CP3135'GROUND LOCATED 0.9 METER (3 FEET) E FROM A NORTH-SOUTH FENCE LINE,
 CP3135'19.8 METERS (65 FEET) N FROM THE CORNER POST AT THE SOUTHWEST CORNER
 CP3135'OF THE YARD, AND 68.3 METERS (224 FEET) S FROM THE CENTER OF STATE
 CP3135'HIGHWAY 134.
 CP3135'
 CP3135'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 CP3135'DEVELOPMENT DISK STAMPED---RIDGE NO 2 1970---SET INTO THE TOP OF A
 CP3135'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 CP3135'GROUND LOCATED 42.1 METERS (138 FEET) SW FROM THE EAST END GATE POST
 CP3135'FOR THE ALUMINUM GATES, 34.1 METERS (112 FEET) WSW FROM THE WEST EDGE
 CP3135'OF THE S CONCRETE BASE FOR STORAGE TANK, AND 1.2 METERS (4 FEET) E
 CP3135'FROM THE NORTH-SOUTH FENCE LINE.
 CP3135'
 CP3135'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 CP3135'DISK STAMPED---RIDGE AZ MK 1970---SET INTO THE TOP OF A ROUND
 CP3135'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP3135'LOCATED 15.8 METERS (52 FEET) S FROM THE CENTER OF STATE HIGHWAY 134,
 CP3135'17.98 METERS (59 FEET) WSW FROM A POWER POLE, AND 31.5 METERS (103.5
 CP3135'FEET) WSW FROM THE WEST END OF NORTH CONCRETE CULVERT UNDER APPROACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2300 ***********************************************************************
 BK2300  DESIGNATION -  RIG
 BK2300  PID         -  BK2300
 BK2300  STATE/COUNTY-  LA/VERMILION
 BK2300  USGS QUAD   -  LEROY (1983)
 BK2300
 BK2300                         *CURRENT SURVEY CONTROL
 BK2300  ___________________________________________________________________
 BK2300* NAD 83(1992)-  30 00 14.37989(N)    092 10 58.21785(W)     ADJUSTED  
 BK2300* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK2300  **This station is located in a subsidence area (see below).
 BK2300  ___________________________________________________________________
 BK2300  X           -    -210,553.795 (meters)                     COMP
 BK2300  Y           -  -5,524,003.611 (meters)                     COMP
 BK2300  Z           -   3,170,745.459 (meters)                     COMP
 BK2300  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BK2300  ELLIP HEIGHT-         -23.47  (meters)          (01/02/04) GPS OBS
 BK2300  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BK2300  DYNAMIC HT  -           3.5   (meters)      11.    (feet)  COMP
 BK2300  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 BK2300
 BK2300  HORZ ORDER  -  SECOND
 BK2300  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK2300  ELLP ORDER  -  FOURTH    CLASS II
 BK2300
 BK2300.The horizontal coordinates were established by classical geodetic methods
 BK2300.and adjusted by the National Geodetic Survey in January 1993..
 BK2300
 BK2300 ** The orthometric height has not been validated since last determined
 BK2300 ** by differential leveling and should not be used for control purposes.
 BK2300 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2300 ** area with valid NAVD 88 orthometric heights.
 BK2300 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2300 ** epoch indicated which incorporates improved geoid heights for the
 BK2300 ** Southern Louisiana Subsidence area.
 BK2300 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2300.The orthometric height was scaled from a topographic map.
 BK2300.The vertical order pertains to the NGVD 29 superseded value.
 BK2300
 BK2300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2300
 BK2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2300
 BK2300.The ellipsoidal height was determined by GPS observations
 BK2300.and is referenced to NAD 83.
 BK2300
 BK2300.The geoid height was determined by GEOID03.
 BK2300
 BK2300.The dynamic height is computed by dividing the NAVD 88
 BK2300.geopotential number by the normal gravity value computed on the
 BK2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2300.degrees latitude (g = 980.6199 gals.).
 BK2300
 BK2300.The modeled gravity was interpolated from observed gravity values.
 BK2300
 BK2300;                    North         East     Units Scale Factor Converg.
 BK2300;SPC LA S     -   167,012.961   918,044.546   MT  0.99992575   -0 25 29.1
 BK2300;SPC LA S     -   547,941.69  3,011,951.15   sFT  0.99992575   -0 25 29.1
 BK2300;UTM  15      - 3,319,509.018   578,811.545   MT  0.99967663   +0 24 31.1
 BK2300
 BK2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2300!SPC LA S     -   1.00000369  x   0.99992575  =   0.99992944
 BK2300!UTM  15      -   1.00000369  x   0.99967663  =   0.99968031
 BK2300
 BK2300:                Primary Azimuth Mark                     Grid Az
 BK2300:SPC LA S     -  ABBEVILLE MUNICIPAL TANK                 120 32 59.3
 BK2300:UTM  15      -  ABBEVILLE MUNICIPAL TANK                 119 42 59.1
 BK2300
 BK2300|---------------------------------------------------------------------|
 BK2300| PID    Reference Object                     Distance      Geod. Az  |
 BK2300|                                                           dddmmss.s |
 BK2300| AV0604 ABBEVILLE MUNICIPAL TANK            APPROX. 6.8 KM 1200730.2 |
 BK2300| BK2299 RIG RM 1                             17.238 METERS 17326     |
 BK2300| AV0539 RIG AZ MK                                          1800948.7 |
 BK2300| CW2272 RIG RM 2                             14.051 METERS 35510     |
 BK2300|---------------------------------------------------------------------|
 BK2300
 BK2300                          SUPERSEDED SURVEY CONTROL
 BK2300
 BK2300  ELLIP H (01/21/93)  -23.41   (m)                       GP(       ) 4 2
 BK2300  NAD 83(1986)-  30 00 14.40042(N)    092 10 58.21041(W) AD(       ) 2
 BK2300  NAD 27      -  30 00 13.66127(N)    092 10 57.75483(W) AD(       ) 3
 BK2300  NGVD 29 (??/??/??)    3.517  (m)           11.54   (f) ADJUSTED    1 2
 BK2300
 BK2300.Superseded values are not recommended for survey control.
 BK2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2300.See file dsdata.txt to determine how the superseded data were derived.
 BK2300
 BK2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7881219509(NAD 83)
 BK2300_MARKER: DS = TRIANGULATION STATION DISK
 BK2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2300_SP_SET: CONCRETE POST
 BK2300_STAMPING: RIG 1974
 BK2300_MARK LOGO: LADH  
 BK2300_PROJECTION: PROJECTING 6 CENTIMETERS
 BK2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2300+STABILITY: SURFACE MOTION
 BK2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2300+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 BK2300
 BK2300  HISTORY     - Date     Condition        Report By
 BK2300  HISTORY     - 1974     MONUMENTED       LADH
 BK2300  HISTORY     - 1982     GOOD             NGS
 BK2300  HISTORY     - 1987     GOOD             NGS
 BK2300  HISTORY     - 20031202 GOOD             LADTD
 BK2300  HISTORY     - 20050525 GOOD             USPSQD
 BK2300
 BK2300                          STATION DESCRIPTION
 BK2300
 BK2300'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2300'THE STATION IS LOCATED 3 MILES NORTHWEST OF ABBEVILLE, 6 MILES EAST
 BK2300'OF KAPLAN, AND 8 MILES SOUTHWEST OF MAURICE, IN THE NORTHEAST
 BK2300'QUARTER OF SECTION 17, T12S, R3E, AND ON THE PROPERTY OWNED BY THE
 BK2300'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK2300'
 BK2300'TO REACH THE STATION FROM THE COURTHOUSE IN ABBEVILLE ON STATE
 BK2300'HIGHWAYS 14 AND 82, GO WEST ALONG STATE HIGHWAY 14 FOR 2.9 MILES TO
 BK2300'THE JUNCTION WITH STATE HIGHWAY 343 LEADING NORTH.  TURN RIGHT ON
 BK2300'STATE HIGHWAY 343 AND GO NORTH FOR 0.7 MILE.  THE STATION IS SET
 BK2300'NEAR A CEMETERY ON THE EAST SIDE OF THE HIGHWAY.
 BK2300'
 BK2300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 BK2300'HIGHWAY 343 FOR 0.9 MILE TO THE JUNCTION WITH STATE HIGHWAY 14.  THE
 BK2300'MARK IS SET IN THE NORTHWEST QUADRANT OF THE JUNCTION.
 BK2300'
 BK2300'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2300'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2300'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK2300'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK2300'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2300'STAMPED RIG 1974.  THE MARK IS 32 FEET EAST OF THE CENTER OF STATE
 BK2300'HIGHWAY 343, 8 FEET WEST OF A FENCE, 7 FEET WEST OF A HIGHWAY
 BK2300'RIGHT-OF-WAY MARKER, 4 FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY
 BK2300'MARKER, 2 FEET SOUTH OF A FENCE, AND 1 FOOT SOUTH OF A METAL
 BK2300'WITNESS POST AND SIGN.
 BK2300'
 BK2300'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2300'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2300'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2300'STAMPED RIG RM 1 1974.  IT IS 59 FEET SOUTH-SOUTHEAST OF THE
 BK2300'SOUTHWEST CORNER OF A FENCE AROUND A CEMETARY, 57 FEET SOUTH
 BK2300'OF A HIGHWAY RIGHT-OF-WAY MARKER, 39 FEET EAST OF THE CENTER
 BK2300'OF STATE HIGHWAY 343 AND 2.5 FEET WEST OF A FENCE.
 BK2300'
 BK2300'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2300'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2300'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2300'STAMPED RIG RM 2 1974.  IT IS 43 FEET NORTH OF A HIGHWAY
 BK2300'RIGHT-OF-WAY MARKER, 28 FEET EAST OF THE CENTER OF STATE
 BK2300'HIGHWAY 343, 9 FEET SOUTH OF THE CENTER OF A METAL GATE TO A
 BK2300'CEMETERY, 5 FEET EAST OF THE SOUTH END OF A SIDE-DRAIN, AND 1.5
 BK2300'FEET WEST OF A FENCE.
 BK2300'
 BK2300'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2300'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 BK2300'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2300'STAMPED RIG AZ. MK. 1974.  IT IS 46 FEET WEST OF THE CENTER OF
 BK2300'STATE HIGHWAY 343, 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY 14,
 BK2300'37 FEET SOUTH-SOUTHWEST OF A POWER POLE, 2 FEET EAST OF A
 BK2300'FENCE, AND 1.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BK2300
 BK2300                          STATION RECOVERY (1982)
 BK2300
 BK2300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK2300'5.7 KM (3.55 MI) NW FROM ABBEVILLE.
 BK2300'4.2 KILOMETERS (2.6 MILES) WEST ALONG STATE HIGHWAY 14 BY-PASS FROM
 BK2300'THE INTERSECTION OF STATE HIGHWAY 167 IN ABBEVILLE, THENCE 1.5
 BK2300'KILOMETER (0.95 MILE) NORTH ALONG STATE HIGHWAY 343 TO A SMALL
 BK2300'CEMETERY AND THE MARK ON THE RIGHT, AT THE SOUTHWEST CORNER POST OF A
 BK2300'WIRE FENCE AROUND THE CEMETERY, 9.75 METERS (32.0 FEET) EAST OF THE
 BK2300'CENTER LINE OF HIGHWAY 343, 17.67 METERS (58.0 FEET) NORTH-NORTHWEST
 BK2300'OF RM 1, 14.02 METERS (46.0 FEET) SOUTH OF RM 2, AND 0.61 METER (2.0
 BK2300'FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER POST OF THE FENCE AROUND
 BK2300'THE CEMETERY.
 BK2300'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BK2300'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BK2300
 BK2300                          STATION RECOVERY (1987)
 BK2300
 BK2300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BK2300'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK2300'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BK2300'OBSERVATIONS.
 BK2300'
 BK2300'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTHWEST OF MAURICE,
 BK2300'9.7 KM (6 MI) EAST OF KAPLAN AND 4.8 KM (3 MI) NORTHWEST OF
 BK2300'ABBEVILLE.
 BK2300'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORATION AND DEVELOPMENT.
 BK2300'
 BK2300'TO REACH THE STATION FROM THE COURHOUSE IN ABBEVILLE ON STATE
 BK2300'HIGHWAYS 14 AND 82, GO WEST ALONG HIGHWAY 14 FOR 4.7 KM (2.9 MI) TO
 BK2300'THE JUNCTION OF STATE HIGHWAY 343 LEADING NORTH.  TURN RIGHT, NORTH
 BK2300'ON HIGHWAY 343 FOR 1.6 KM (1.0 MI) TO THE STATION ON THE RIGHT AT
 BK2300'THE SOUTHWEST CORNER OF A CEMETERY.
 BK2300'
 BK2300'THE STATION IS A STANDARD LADH AND CGS DISK
 BK2300'STAMPED---RIG 1974---,
 BK2300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2300'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 BK2300'9.8 METERS (32 FT) EAST FROM THE CENTER OF STATE HIGHWAY 343,
 BK2300'2.4 METERS (8.0 FT) WEST FROM A FENCE,
 BK2300'2.1 METERS (7.0 FT) WEST FROM A HIGHWAY RIGHT-OF-WAY  MARKER,
 BK2300'1.2 METERS (4.0 FT) SOUTHEAST FROM A HIGHWAY RIGHT-OF-WAY MARKER AND
 BK2300'0.3 METER (1.0 FT) SOUTH FROM A METAL WITNESS POST.
 BK2300'THE UNDERGROUND MARK IS A STANDARD LADH AND CGS DISK
 BK2300'STAMPED---RIG 1974---,
 BK2300'SET INTO AN IRREGULAR MASS OF CONCRETE 91 CM BELOW THE SURFACE.
 BK2300'
 BK2300'DESCRIBED BY R.D. BALL, TYPED BY DEW.
 BK2300
 BK2300                          STATION RECOVERY (2003)
 BK2300
 BK2300'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BK2300'RECOVERED IN GOOD CONDITION.
 BK2300
 BK2300                          STATION RECOVERY (2005)
 BK2300
 BK2300'RECOVERY NOTE BY US POWER SQUADRON 2005 (KMV)
 BK2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3151 ***********************************************************************
 BK3151  DESIGNATION -  RIG
 BK3151  PID         -  BK3151
 BK3151  STATE/COUNTY-  LA/CALCASIEU
 BK3151  USGS QUAD   -  WESTLAKE (1996)
 BK3151
 BK3151                         *CURRENT SURVEY CONTROL
 BK3151  ___________________________________________________________________
 BK3151* NAD 83(1992)-  30 12 21.30533(N)    093 17 22.32443(W)     ADJUSTED  
 BK3151* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BK3151  **This station is located in a subsidence area (see below).
 BK3151  ___________________________________________________________________
 BK3151  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BK3151  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3151
 BK3151  HORZ ORDER  -  SECOND
 BK3151
 BK3151.The horizontal coordinates were established by classical geodetic methods
 BK3151.and adjusted by the National Geodetic Survey in January 1993..
 BK3151
 BK3151 ** The orthometric height has not been validated since last determined
 BK3151 ** by differential leveling and should not be used for control purposes.
 BK3151 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3151 ** area with valid NAVD 88 orthometric heights.
 BK3151 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3151 ** epoch indicated which incorporates improved geoid heights for the
 BK3151 ** Southern Louisiana Subsidence area.
 BK3151 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3151.The orthometric height was scaled from a topographic map.
 BK3151
 BK3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3151
 BK3151.The geoid height was determined by GEOID03.
 BK3151
 BK3151;                    North         East     Units Scale Factor Converg.
 BK3151;SPC LA S     -   190,699.263   811,666.245   MT  0.99993212   -0 58 41.3
 BK3151;SPC LA S     -   625,652.50  2,662,941.67   sFT  0.99993212   -0 58 41.3
 BK3151;UTM  15      - 3,341,638.534   472,132.835   MT  0.99960958   -0 08 44.4
 BK3151
 BK3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3151!SPC LA S     -   1.00000413  x   0.99993212  =   0.99993625
 BK3151!UTM  15      -   1.00000413  x   0.99960958  =   0.99961370
 BK3151
 BK3151:                Primary Azimuth Mark                     Grid Az
 BK3151:SPC LA S     -  RIG RM 2                                 005 35 16.0
 BK3151:UTM  15      -  RIG RM 2                                 004 45 19.1
 BK3151
 BK3151|---------------------------------------------------------------------|
 BK3151| PID    Reference Object                     Distance      Geod. Az  |
 BK3151|                                                           dddmmss.s |
 BK3151| CV9137 RIG RM 2                            APPROX. 0.9 KM 0043634.7 |
 BK3151| BK3142 LAKE CHARLES SILVER TOP TANK        APPROX. 3.7 KM 0701655.6 |
 BK3151| BK3174 SULPHUR MUNICIPAL TANK              APPROX. 9.1 KM 2931009.7 |
 BK3151| CV9136 RIG RM 1                            APPROX. 0.6 KM 3250744.7 |
 BK3151|---------------------------------------------------------------------|
 BK3151
 BK3151                          SUPERSEDED SURVEY CONTROL
 BK3151
 BK3151  NAD 83(1986)-  30 12 21.32664(N)    093 17 22.31487(W) AD(       ) 2
 BK3151  NAD 27      -  30 12 20.57900(N)    093 17 21.77000(W) AD(       ) 2
 BK3151
 BK3151.Superseded values are not recommended for survey control.
 BK3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3151.See file dsdata.txt to determine how the superseded data were derived.
 BK3151
 BK3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7213341639(NAD 83)
 BK3151_MARKER: X = CHISELED CROSS
 BK3151_SETTING: 0 = UNSPECIFIED SETTING
 BK3151
 BK3151  HISTORY     - Date     Condition        Report By
 BK3151  HISTORY     - 1932     MONUMENTED       CGS
 BK3151  HISTORY     - 1963     MARK NOT FOUND   CGS
 BK3151  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3151  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3151
 BK3151                          STATION DESCRIPTION
 BK3151
 BK3151'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 BK3151'STATION IS CROSS CUT IN TOP OF WELL CASING OF WELL-MILLER 22 OF
 BK3151'LOCKPORT OIL FIELD.
 BK3151'
 BK3151'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF
 BK3151'CONCRETE CYLINDERS.
 BK3151'
 BK3151'REFERENCE MARK NO. 1 IS 60 FEET E OF THE SHELL ROAD CROSSING
 BK3151'BAYOU D INDE IN OIL FIELD AND 300 FEET S OF THE S BANK OF THE
 BK3151'BAYOU.
 BK3151'
 BK3151'REFERENCE MARK NO. 2 IS AT THE JUNCTION OF THE SHELL ROADS IN
 BK3151'THE FIELD 45 FEET W OF THE CENTER LINE OF THE INTERSECTIONS.
 BK3151'
 BK3151'REFERENCE MARK DISTANCES WERE COMPUTED FROM MEASUREMENT OF THREE
 BK3151'ANGLES AND ONE SIDE.
 BK3151'
 BK3151'FOLLOW MAIN HIGHWAY W FROM LAKE CHARLES ABOUT 4.8 MILES, TURN
 BK3151'LEFT ON FIRST ROAD PAST CALCASIEU RIVER BRIDGE TO OLD TOWN OF
 BK3151'LOCKPORT AND TO LOCKPORT OIL FIELD.  TOTAL DISTANCE ABOUT 8
 BK3151'MILES.
 BK3151'
 BK3151'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 BK3151
 BK3151                          STATION RECOVERY (1963)
 BK3151
 BK3151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 BK3151'STATION IS BELIEVED TO BE LOST
 BK3151'
 BK3151'STATION WAS SEARCHED FOR, AND ALTHOUGH WELL-MILLER 22 WAS STILL
 BK3151'IN OPERATION, THE CROSS CUT AT THE WELL CASING WAS NOT IN
 BK3151'EVIDENCE.  THE REFERENCE MARKS WERE SEARCHED FOR BUT ARE BELIEVED
 BK3151'TO BE DESTROYED BY CONSTRUCTION OF A NEW INTERSTATE HIGHWAY
 BK3151'BRIDGE NOW UNDER CONSTRUCTION IN THIS AREA.
 BK3151
 BK3151                          STATION RECOVERY (1997)
 BK3151
 BK3151'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3151'MARK NOT FOUND.
 BK3151
 BK3151                          STATION RECOVERY (2002)
 BK3151
 BK3151'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BK3151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2781 ***********************************************************************
 BH2781  DESIGNATION -  RIGG
 BH2781  PID         -  BH2781
 BH2781  STATE/COUNTY-  LA/ORLEANS
 BH2781  USGS QUAD   -  RIGOLETS (1993)
 BH2781
 BH2781                         *CURRENT SURVEY CONTROL
 BH2781  ___________________________________________________________________
 BH2781* NAD 83(1992)-  30 08 57.74499(N)    089 38 07.69661(W)     ADJUSTED  
 BH2781* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 BH2781  **This station is located in a subsidence area (see below).
 BH2781  ___________________________________________________________________
 BH2781  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BH2781  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BH2781
 BH2781  HORZ ORDER  -  FIRST
 BH2781
 BH2781.The horizontal coordinates were established by classical geodetic methods
 BH2781.and adjusted by the National Geodetic Survey in May 1994..
 BH2781
 BH2781 ** The orthometric height has not been validated since last determined
 BH2781 ** by differential leveling and should not be used for control purposes.
 BH2781 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2781 ** area with valid NAVD 88 orthometric heights.
 BH2781 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2781 ** epoch indicated which incorporates improved geoid heights for the
 BH2781 ** Southern Louisiana Subsidence area.
 BH2781 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2781
 BH2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2781
 BH2781.The geoid height was determined by GEOID03.
 BH2781
 BH2781;                    North         East     Units Scale Factor Converg.
 BH2781;SPC LA S     -   184,035.554 1,163,556.913   MT  0.99992909   +0 50 56.2
 BH2781;SPC LA S     -   603,789.98  3,817,436.31   sFT  0.99992909   +0 50 56.2
 BH2781;SPC MS E     -    72,250.839   222,723.468   MT  1.00002365   -0 24 10.4
 BH2781;SPC MS E     -   237,042.96    730,718.58   sFT  1.00002365   -0 24 10.4
 BH2781;UTM  16      - 3,338,270.928   246,151.753   MT  1.00039508   -1 19 27.8
 BH2781
 BH2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2781!SPC LA S     -   1.00000413  x   0.99992909  =   0.99993322
 BH2781!SPC MS E     -   1.00000413  x   1.00002365  =   1.00002778
 BH2781!UTM  16      -   1.00000413  x   1.00039508  =   1.00039921
 BH2781
 BH2781|---------------------------------------------------------------------|
 BH2781| PID    Reference Object                     Distance      Geod. Az  |
 BH2781|                                                           dddmmss.s |
 BH2781| DD8573 RIGG RM 1                            21.518 METERS 06332     |
 BH2781| DD8572 RIGG AZ MK                                         1281354.0 |
 BH2781| BH2779 LAKE BORGNE RANGE REAR LIGHT        APPROX. 1.5 KM 1952528.8 |
 BH2781| DD8574 RIGG RM 2                            25.685 METERS 34756     |
 BH2781|---------------------------------------------------------------------|
 BH2781
 BH2781                          SUPERSEDED SURVEY CONTROL
 BH2781
 BH2781  NAD 83(1992)-  30 08 57.75213(N)    089 38 07.69385(W) AD(       ) 1
 BH2781  NAD 83(1986)-  30 08 57.75839(N)    089 38 07.69201(W) AD(       ) 1
 BH2781  NAD 27      -  30 08 57.04400(N)    089 38 07.49500(W) AD(       ) 1
 BH2781  NGVD 29 (07/19/86)    0.3    (m)            1.     (f) VERT ANG       
 BH2781
 BH2781.Superseded values are not recommended for survey control.
 BH2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2781.See file dsdata.txt to determine how the superseded data were derived.
 BH2781
 BH2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4615238271(NAD 83)
 BH2781_MARKER: DS = TRIANGULATION STATION DISK
 BH2781_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2781_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2781
 BH2781  HISTORY     - Date     Condition        Report By
 BH2781  HISTORY     - 1934     MONUMENTED       CGS
 BH2781  HISTORY     - 1946     GOOD             CGS
 BH2781  HISTORY     - 1952     GOOD             CGS
 BH2781  HISTORY     - 1966     GOOD             CGS
 BH2781  HISTORY     - 1969     GOOD             CGS
 BH2781  HISTORY     - 1971     GOOD             NGS
 BH2781  HISTORY     - 1972     GOOD             NGS
 BH2781
 BH2781                          STATION DESCRIPTION
 BH2781
 BH2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2781'STATION IS ON THE N SHORE OF LAKE BORGNE, W OF THE RIGOLETS, ON
 BH2781'RABBIT ISLAND, S OF THE LOUISVILLE AND NASHVILLE RAILWAY AND 152
 BH2781'METERS S OF A DITCH CONNECTING LITTLE RIGOLETS AND RIGOLETS AND
 BH2781'PARALLELING THE RAILROAD. THE STATION IS APPROXIMATELY HALF-WAY
 BH2781'BETWEEN RAILROAD AND LAKE COAST LINE, 38.5 METERS FROM BANK OF
 BH2781'LITTLE RIGOLETS.
 BH2781'
 BH2781'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2781'CONCRETE AT THE TOPS OF 8-INCH TILES WHICH ARE FASTENED BY MEANS OF
 BH2781'CONCRETE TO THE UPPER ENDS OF LONG WOODEN PILES DRIVEN INTO THE
 BH2781'MARSH. MARKS PROJECT 1 FOOT ABOVE SURFACE.
 BH2781'
 BH2781'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 BH2781
 BH2781                          STATION RECOVERY (1946)
 BH2781
 BH2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2781'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BH2781'DESCRIPTION ADEQUATE. REFERENCE MARK DISTANCES WERE TAPED AND FOUND
 BH2781'TO BE CORRECT.
 BH2781
 BH2781                          STATION RECOVERY (1952)
 BH2781
 BH2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2781'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BH2781'DISTANCE TO REFERENCE MARKS WAS MEASURED AND FOUND CORRECT.
 BH2781'
 BH2781'THE 1934 DESCRIPTION BY R.L.S. IS ADEQUATE AND COMPLETE WITH THE
 BH2781'FOLLOWING CHANGE--
 BH2781'
 BH2781'1. CHANGE 38.5 METERS FROM BANK OF LITTLE RIGOLETS TO 33.4 METERS
 BH2781'FROM THE BANK OF LITTLE RIGOLETS.
 BH2781
 BH2781                          STATION RECOVERY (1966)
 BH2781
 BH2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2781'THE STATION REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2781'CONDITION. THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE .05 OF A
 BH2781'FOOT LONGER THAN THE ORIGINAL MEASUREMENT AND THE DISTANCE TO
 BH2781'REFERENCE MARK 2 WAS .08 OF A FOOT LONGER THAN THE PREVIOUS
 BH2781'MEASUREMENT. A DIFFERENCE OF 1 MINUTE AND 17 SECONDS WAS FOUND ON
 BH2781'THE DIRECTION BETWEEN REFERENCE MARKS 1 AND 2. AN AZIMUTH MARK
 BH2781'WAS ESTABLISHED AT THIS TIME.
 BH2781'
 BH2781'STATION IS ON RABBIT ISLAND, ABOUT 0.3 MILE SOUTHEAST OF THE
 BH2781'LOUISVILLE AND NASHVILLE RAILROAD, 6-1/2 MILES EAST OF FORT PIKE AND
 BH2781'6 MILES WEST OF THE BRIDGE OVER PEARL RIVER AT THE LOUISIANA-
 BH2781'MISSISSIPPI STATE LINE.
 BH2781'
 BH2781'STATION MARK IS A STANDARD DISK STAMPED RIGG 1934, SET IN CONCRETE
 BH2781'IN THE TOP OF A 8 INCH TERRA COTTA PIPE WHICH PROJECTS 4 INCHES. IT
 BH2781'IS 0.6 OF A FOOT NORTHEAST OF A METAL WITNESS POST AND 102 FEET
 BH2781'EAST OF THE EDGE OF A CANAL.
 BH2781'
 BH2781'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RIGG NO 1 1934, IS SET
 BH2781'IN CONCRETE IN THE TOP OF AN 8 INCH TERRA COTTA PIPE WHICH PROJECTS
 BH2781'3 INCHES. IT IS 0.6 OF A FOOT SOUTHWEST OF A METAL WITNESS POST.
 BH2781'
 BH2781'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RIGG NO 2 1934, IS SET
 BH2781'IN CONCRETE IN THE TOP OF AN 8 INCH TERRA COTTA PIPE WHICH PROJECTS
 BH2781'4 INCHES. IT IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 BH2781'
 BH2781'AZIMUTH MARK IS A STANDARD DISK STAMPED RIGG 1934 1966 LOCATED ABOUT
 BH2781'0.5 MILE SOUTHEAST OF THE STATION. IT IS CRIMPED TO THE TOP OF A
 BH2781'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG. IT IS ENCASED IN A 4
 BH2781'INCH ORANGEBURG PIPE WHICH PROJECTS 2.8 FEET. IT IS 1.5 FEET
 BH2781'SOUTHWEST OF A METAL WITNESS POST AND 47 FEET SOUTH OF THE SOUTH
 BH2781'EDGE OF THE WATER.
 BH2781'
 BH2781'NOTE--THE STATION CAN BE REACHED BY BOAT OR FLOAT PLANE ONLY.
 BH2781
 BH2781                          STATION RECOVERY (1969)
 BH2781
 BH2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2781'STATION MARK AND WITNESS POST RECOVERED IN GOOD
 BH2781'CONDITION.  REFERENCE MARKS AND AZIMUTH MARK NOT SEARCHED
 BH2781'FOR.  THE 1966 DESCRIPTION BY L. M. CHASE IS CONSIDERED ADEQUATE
 BH2781'FOR FUTURE RECOVERY.
 BH2781'
 BH2781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2781'6-1/2 MILES EAST OF FORT PIKE.
 BH2781
 BH2781                          STATION RECOVERY (1971)
 BH2781
 BH2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BH2781'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BH2781'CONDITION.  AZIMUTH MARK IS NO LONGER INCASED IN PLASTIC AS
 BH2781'A FIRE HAS MELTED IT TO GROUND LEVEL.  DISTANCES TO RMS AND
 BH2781'AZIMUTH TO AZIMUTH MARK FROM STATION COAX 1952 WERE CHECKED
 BH2781'AND FOUND TO BE UNDISTURBED.
 BH2781
 BH2781                          STATION RECOVERY (1972)
 BH2781
 BH2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 BH2781'ALL MARKS RECOVERED AND FOUND TO BE IN FAIR CONDITION.  A BOAT
 BH2781'WAS USED TO VISIT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2782 ***********************************************************************
 BH2782  DESIGNATION -  RIGOLETS RANGE FRONT LT 1952
 BH2782  PID         -  BH2782
 BH2782  STATE/COUNTY-  LA/ORLEANS
 BH2782  USGS QUAD   -  RIGOLETS (1993)
 BH2782
 BH2782                         *CURRENT SURVEY CONTROL
 BH2782  ___________________________________________________________________
 BH2782* NAD 83(1992)-  30 08 49.01790(N)    089 37 57.25636(W)     ADJUSTED  
 BH2782* NAVD 88     -                                                        
 BH2782  **This station is located in a subsidence area (see below).
 BH2782  ___________________________________________________________________
 BH2782  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BH2782  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BH2782
 BH2782  HORZ ORDER  -  THIRD
 BH2782
 BH2782.The horizontal coordinates were established by classical geodetic methods
 BH2782.and adjusted by the National Geodetic Survey in May 1994..
 BH2782
 BH2782 ** The orthometric height has not been validated since last determined
 BH2782 ** by differential leveling and should not be used for control purposes.
 BH2782 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2782 ** area with valid NAVD 88 orthometric heights.
 BH2782 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2782 ** epoch indicated which incorporates improved geoid heights for the
 BH2782 ** Southern Louisiana Subsidence area.
 BH2782 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2782
 BH2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2782
 BH2782.The geoid height was determined by GEOID03.
 BH2782
 BH2782;                    North         East     Units Scale Factor Converg.
 BH2782;SPC LA S     -   183,771.012 1,163,840.248   MT  0.99992898   +0 51 01.4
 BH2782;SPC LA S     -   602,922.06  3,818,365.88   sFT  0.99992898   +0 51 01.4
 BH2782;SPC MS E     -    71,980.144   223,000.982   MT  1.00002312   -0 24 05.1
 BH2782;SPC MS E     -   236,154.86    731,629.06   sFT  1.00002312   -0 24 05.1
 BH2782;UTM  16      - 3,337,995.704   246,424.979   MT  1.00039337   -1 19 22.2
 BH2782
 BH2782                          SUPERSEDED SURVEY CONTROL
 BH2782
 BH2782  NAD 83(1992)-  30 08 49.02515(N)    089 37 57.25348(W) AD(       ) 4
 BH2782  NAD 83(1986)-  30 08 49.03132(N)    089 37 57.25181(W) AD(       ) 4
 BH2782  NAD 27      -  30 08 48.32000(N)    089 37 57.05000(W) AD(       ) 3
 BH2782
 BH2782.Superseded values are not recommended for survey control.
 BH2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2782.See file dsdata.txt to determine how the superseded data were derived.
 BH2782
 BH2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4642537996(NAD 83)
 BH2782_MARKER: 15 = RANGE MARKER
 BH2782
 BH2782  HISTORY     - Date     Condition        Report By
 BH2782  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2782  HISTORY     - 19961226 GOOD             USPSQD
 BH2782
 BH2782                          STATION DESCRIPTION
 BH2782
 BH2782'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2782'A RED DIAMOND DAYMARK WITH YELLOW BORDER ON WHITE POST ON SHORE OF
 BH2782'RABBIT ISLAND. LIGHT IS APPROXIMATELY 15 FEET HIGH, FIXED RED, AND
 BH2782'VISIBLE ONLY ON RANGE LINE.
 BH2782
 BH2782                          STATION RECOVERY (1996)
 BH2782
 BH2782'RECOVERY NOTE BY US POWER SQUADRON 1996
 BH2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2780 ***********************************************************************
 BH2780  DESIGNATION -  RIGOLETS RANGE REAR LT 1952
 BH2780  PID         -  BH2780
 BH2780  STATE/COUNTY-  LA/ORLEANS
 BH2780  USGS QUAD   -  RIGOLETS (1993)
 BH2780
 BH2780                         *CURRENT SURVEY CONTROL
 BH2780  ___________________________________________________________________
 BH2780* NAD 83(1992)-  30 08 51.05418(N)    089 38 13.80075(W)     ADJUSTED  
 BH2780* NAVD 88     -                                                        
 BH2780  **This station is located in a subsidence area (see below).
 BH2780  ___________________________________________________________________
 BH2780  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BH2780  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BH2780
 BH2780  HORZ ORDER  -  THIRD
 BH2780
 BH2780.The horizontal coordinates were established by classical geodetic methods
 BH2780.and adjusted by the National Geodetic Survey in May 1994..
 BH2780
 BH2780 ** The orthometric height has not been validated since last determined
 BH2780 ** by differential leveling and should not be used for control purposes.
 BH2780 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2780 ** area with valid NAVD 88 orthometric heights.
 BH2780 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2780 ** epoch indicated which incorporates improved geoid heights for the
 BH2780 ** Southern Louisiana Subsidence area.
 BH2780 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2780
 BH2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2780
 BH2780.The geoid height was determined by GEOID03.
 BH2780
 BH2780;                    North         East     Units Scale Factor Converg.
 BH2780;SPC LA S     -   183,827.142 1,163,396.636   MT  0.99992901   +0 50 53.2
 BH2780;SPC LA S     -   603,106.22  3,816,910.46   sFT  0.99992901   +0 50 53.2
 BH2780;SPC MS E     -    72,045.958   222,558.661   MT  1.00002396   -0 24 13.4
 BH2780;SPC MS E     -   236,370.78    730,177.87   sFT  1.00002396   -0 24 13.4
 BH2780;UTM  16      - 3,338,068.650   245,983.609   MT  1.00039613   -1 19 30.6
 BH2780
 BH2780                          SUPERSEDED SURVEY CONTROL
 BH2780
 BH2780  NAD 83(1992)-  30 08 51.06128(N)    089 38 13.79788(W) AD(       ) 4
 BH2780  NAD 83(1986)-  30 08 51.06760(N)    089 38 13.79615(W) AD(       ) 4
 BH2780  NAD 27      -  30 08 50.35000(N)    089 38 13.60000(W) AD(       ) 3
 BH2780
 BH2780.Superseded values are not recommended for survey control.
 BH2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2780.See file dsdata.txt to determine how the superseded data were derived.
 BH2780
 BH2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4598438069(NAD 83)
 BH2780_MARKER: 15 = RANGE MARKER
 BH2780
 BH2780  HISTORY     - Date     Condition        Report By
 BH2780  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2780  HISTORY     - 19961226 GOOD             USPSQD
 BH2780
 BH2780                          STATION DESCRIPTION
 BH2780
 BH2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2780'A RED CIRCULAR DAYMARK WITH YELLOW BORDER ON A WHITE POST, ON SHORE,
 BH2780'AND APPROXIMATELY 475 YARDS W OF FRONT RANGE. LIGHT IS FIXED RED,
 BH2780'VISIBLE ON RANGE LINE ONLY AND APPROXIMATELY 30 FEET HIGH.
 BH2780
 BH2780                          STATION RECOVERY (1996)
 BH2780
 BH2780'RECOVERY NOTE BY US POWER SQUADRON 1996
 BH2780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4195 ***********************************************************************
 BJ4195  DESIGNATION -  RILES
 BJ4195  PID         -  BJ4195
 BJ4195  STATE/COUNTY-  LA/WASHINGTON
 BJ4195  USGS QUAD   -  MOUNT HERMON (1983)
 BJ4195
 BJ4195                         *CURRENT SURVEY CONTROL
 BJ4195  ___________________________________________________________________
 BJ4195* NAD 83(1992)-  30 57 32.07360(N)    090 19 22.49358(W)     ADJUSTED  
 BJ4195* NAVD 88     -        99.7    (meters)     327.     (feet)  VERTCON   
 BJ4195  ___________________________________________________________________
 BJ4195  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BJ4195  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4195
 BJ4195  HORZ ORDER  -  FIRST
 BJ4195
 BJ4195.The horizontal coordinates were established by classical geodetic methods
 BJ4195.and adjusted by the National Geodetic Survey in May 1994..
 BJ4195
 BJ4195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4195
 BJ4195.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4195
 BJ4195.The geoid height was determined by GEOID03.
 BJ4195
 BJ4195;                    North         East     Units Scale Factor Converg.
 BJ4195;SPC LA S     -   272,994.358 1,096,545.676   MT  1.00006531   +0 30 18.8
 BJ4195;SPC LA S     -   895,648.99  3,597,583.61   sFT  1.00006531   +0 30 18.8
 BJ4195;SPC MS W     -   161,721.322   700,995.383   MT  0.99995001   +0 00 19.3
 BJ4195;SPC MS W     -   530,580.70  2,299,849.02   sFT  0.99995001   +0 00 19.3
 BJ4195;UTM  15      - 3,428,122.748   755,724.416   MT  1.00040674   +1 22 40.5
 BJ4195
 BJ4195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4195!SPC LA S     -   0.99998861  x   1.00006531  =   1.00005392
 BJ4195!SPC MS W     -   0.99998861  x   0.99995001  =   0.99993862
 BJ4195!UTM  15      -   0.99998861  x   1.00040674  =   1.00039535
 BJ4195
 BJ4195|---------------------------------------------------------------------|
 BJ4195| PID    Reference Object                     Distance      Geod. Az  |
 BJ4195|                                                           dddmmss.s |
 BJ4195| CW2273 RILES RM 1                           34.192 METERS 09121     |
 BJ4195| BJ3858 RILES AZ MK                                        1072618.4 |
 BJ4195| BJ4196 RILES RM A 1966                      28.917 METERS 20335     |
 BJ4195| CW2274 RILES RM 2                           32.522 METERS 21330     |
 BJ4195|---------------------------------------------------------------------|
 BJ4195
 BJ4195                          SUPERSEDED SURVEY CONTROL
 BJ4195
 BJ4195  NAD 83(1992)-  30 57 32.07939(N)    090 19 22.49186(W) AD(       ) 1
 BJ4195  NAD 83(1986)-  30 57 32.08874(N)    090 19 22.49009(W) AD(       ) 1
 BJ4195  NAD 27      -  30 57 31.44323(N)    090 19 22.16107(W) AD(       ) 1
 BJ4195  NGVD 29 (07/19/86)   99.8    (m)          327.     (f) VERT ANG       
 BJ4195
 BJ4195.Superseded values are not recommended for survey control.
 BJ4195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4195.See file dsdata.txt to determine how the superseded data were derived.
 BJ4195
 BJ4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5572428123(NAD 83)
 BJ4195_MARKER: DS = TRIANGULATION STATION DISK
 BJ4195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4195
 BJ4195  HISTORY     - Date     Condition        Report By
 BJ4195  HISTORY     - 1966     MONUMENTED       CGS
 BJ4195
 BJ4195                          STATION DESCRIPTION
 BJ4195
 BJ4195'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4195'STATION IS LOCATED ABOUT 11 MILES EAST OF KENTWOOD, 1-1/2 MILES WEST
 BJ4195'OF MT. HERMON AND AT THE FARM HOME OF MR. J.W. RILES.  IT IS IN THE
 BJ4195'SW 1/4 OF SEC. 1, T 1 S, R 9 E.
 BJ4195'
 BJ4195'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 438 AT THE POST
 BJ4195'OFFICE IN MT. HERMON GO WESTERLY ON HIGHWAY 38 FOR 1.3 MILES TO
 BJ4195'CROSS ROADS AND JUNCTION OF STATE HIGHWAY 450 AT PORTERS CORNER.
 BJ4195'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.25 MILE TO STATION
 BJ4195'ON THE RIGHT, NORTH, SIDE OF ROAD AS DESCRIBED.
 BJ4195'
 BJ4195'AZIMUTH MARK IS REACHED FROM THE CROSSROAD AT PORTERS CORNER BY GOING
 BJ4195'SOUTH ON HIGHWAYS 38 AND 450 FOR 0.1 MILE TO AZIMUTH MARK ON THE
 BJ4195'LEFT, EAST, SIDE OF THE HIGHWAY AS DESCRIBED.
 BJ4195'
 BJ4195'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 BJ4195'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 14 INCHES BELOW THE
 BJ4195'SURFACE OF THE GROUND AND IS STAMPED RILES 1966.  IT IS 49 FEET
 BJ4195'NORTH OF CENTER OF A GRAVELED ROAD, 30.8 FEET NORTHWEST OF A
 BJ4195'FENCECORNER, 14.5 FEET WEST OF A NORTH-SOUTH FENCELINE AND 127 FEET
 BJ4195'EAST-NORTHEAST OF EAST ONE OF TWO ENTRANCES TO A CIRCULAR
 BJ4195'DRIVEWAY.
 BJ4195'
 BJ4195'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 BJ4195'TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 BJ4195'THE GROUND AND IS STAMPED RILES NO 1 1966.  IT IS 17.5 FEET NORTH
 BJ4195'OF CENTER OF THE GRAVELED ROAD AND 96.2 FEET EAST OF THE FENCE
 BJ4195'CORNER.
 BJ4195'
 BJ4195'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 BJ4195'TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 BJ4195'THE GROUND AND IS STAMPED RILES NO 2 1966.  IT IS 28 FEET SOUTH OF
 BJ4195'CENTER OF THE GRAVELED ROAD AND 0.5 FOOT NORTH OF AN EAST-WEST
 BJ4195'FENCELINE.
 BJ4195'
 BJ4195'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 BJ4195'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES AND IS STAMPED
 BJ4195'RILES 1966.  IT IS 1.4 FEET SOUTH OF A METAL WITNESS POST WITH
 BJ4195'SIGN, 24.0 FEET EAST OF CENTERLINE OF HIGHWAY 38 AND 64 FEET NORTH
 BJ4195'OF A GRAVELED DRIVEWAY.
 BJ4195'
 BJ4195'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RILES RMA,
 BJ4195'DISTANCE BEING SHOWN ABOVE.
 BJ4195'
 BJ4195'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3858 ***********************************************************************
 BJ3858  DESIGNATION -  RILES AZ MK
 BJ3858  PID         -  BJ3858
 BJ3858  STATE/COUNTY-  LA/WASHINGTON
 BJ3858  USGS QUAD   -  MOUNT HERMON (1983)
 BJ3858
 BJ3858                         *CURRENT SURVEY CONTROL
 BJ3858  ___________________________________________________________________
 BJ3858* NAD 83(1986)-  30 57 31.     (N)    090 19 01.     (W)     SCALED    
 BJ3858* NAVD 88     -       100.293  (meters)     329.04   (feet)  ADJUSTED  
 BJ3858  ___________________________________________________________________
 BJ3858  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3858  DYNAMIC HT  -         100.164 (meters)     328.62  (feet)  COMP
 BJ3858  MODELED GRAV-     979,358.1   (mgal)                       NAVD 88
 BJ3858
 BJ3858  VERT ORDER  -  SECOND    CLASS I
 BJ3858
 BJ3858.The horizontal coordinates were scaled from a topographic map and have
 BJ3858.an estimated accuracy of +/- 6 seconds.
 BJ3858
 BJ3858.The orthometric height was determined by differential leveling
 BJ3858.and adjusted by the National Geodetic Survey in February 1994..
 BJ3858
 BJ3858.The geoid height was determined by GEOID03.
 BJ3858
 BJ3858.The dynamic height is computed by dividing the NAVD 88
 BJ3858.geopotential number by the normal gravity value computed on the
 BJ3858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3858.degrees latitude (g = 980.6199 gals.).
 BJ3858
 BJ3858.The modeled gravity was interpolated from observed gravity values.
 BJ3858
 BJ3858;                    North         East    Units  Estimated Accuracy
 BJ3858;SPC LA S     -   272,970.    1,097,120.      MT  (+/- 180 meters Scaled)
 BJ3858
 BJ3858                          SUPERSEDED SURVEY CONTROL
 BJ3858
 BJ3858.No superseded survey control is available for this station.
 BJ3858
 BJ3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ562281(NAD 83)
 BJ3858_MARKER: DZ = AZIMUTH MARK DISK
 BJ3858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3858_SP_SET: CONCRETE POST
 BJ3858_STAMPING: RILES 1966
 BJ3858_MARK LOGO: CGS   
 BJ3858_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ3858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3858+STABILITY: SURFACE MOTION
 BJ3858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3858+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 BJ3858
 BJ3858  HISTORY     - Date     Condition        Report By
 BJ3858  HISTORY     - 1966     MONUMENTED       CGS
 BJ3858  HISTORY     - 1985     GOOD             LADTD
 BJ3858  HISTORY     - 19890524 GOOD             LADTD
 BJ3858
 BJ3858                          STATION DESCRIPTION
 BJ3858
 BJ3858'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3858'2.6 KM (1.6 MI) WEST FROM MT HERMAN.
 BJ3858'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3858'ABOUT 0.2 KM (0.12 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE
 BJ3858'IN MT HERMAN TO THE JUNCTION OF STATE HIGHWAY 438 AND STATE HIGHWAY 38
 BJ3858'THENCE WEST (RIGHT) ON STATE HIGHWAY 38 FOR 2.4 KM (1.5 MI) TO THE
 BJ3858'BENCH MARK ON THE LEFT, 19.8 METERS (65 FT) NORTH OF A GRAVEL DRIVE
 BJ3858'LEADING TO A BRICK HOME, 16.5 METERS (54 FT) NORTH OF THE NORTH END OF
 BJ3858'METAL CULVERT UNDER DRIVE LEADING TO HOUSE, 15.2 METERS (50 FT) NORTH
 BJ3858'NORTHWEST OF A GAS METER, AND 7.5 METERS (24.5 FT) EAST OF THE
 BJ3858'CENTERLINE OF STATE HIGHWAY.
 BJ3858'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3858
 BJ3858                          STATION RECOVERY (1989)
 BJ3858
 BJ3858'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ3858'THE STAION IS LOCATED 13.35 KM (8.30 MI) EAST OF KENTWOOD AND 2.6 KM
 BJ3858'(1.60 MI) WEST OF MT HERMON.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3858'TRANSPORTATION AND DEVELOPMENT.
 BJ3858'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ3858'0.2 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCTION OF STATE HIGWAY
 BJ3858'38.  TURN RIGHT AND GO WEST ON HIGHWAY 38 FOR 2.4 KM (1.50 MI) TO THE
 BJ3858'STATION ON THE LEFT.
 BJ3858'THE STATION IS 19.8 M (65.0 FT) NORTH FROM A GRAVEL DRIVE LEADING TO A
 BJ3858'BRICK HOME, 16.5 M (54.1 FT) NORTH FROM THE NORTH END OF A METAL
 BJ3858'CULVERT UNDER THE DRIVE LEADING TO THE HOUSE, 15.2 M (49.9 FT)
 BJ3858'NORTH-NORTHWEST FROM A GAS METER, 7.5 M (24.6 FT) EAST FROM CENTER OF
 BJ3858'THE HIGHWAY AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.  THE MARK
 BJ3858'PROJECTS 15 CM ABOVE THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4196 ***********************************************************************
 BJ4196  DESIGNATION -  RILES RM A 1966
 BJ4196  PID         -  BJ4196
 BJ4196  STATE/COUNTY-  LA/WASHINGTON
 BJ4196  USGS QUAD   -  MOUNT HERMON (1983)
 BJ4196
 BJ4196                         *CURRENT SURVEY CONTROL
 BJ4196  ___________________________________________________________________
 BJ4196* NAD 83(1992)-  30 57 31.21309(N)    090 19 22.92956(W)     ADJUSTED  
 BJ4196* NAVD 88     -        99.3    (meters)     326.     (feet)  VERTCON   
 BJ4196  ___________________________________________________________________
 BJ4196  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BJ4196  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4196
 BJ4196  HORZ ORDER  -  FIRST
 BJ4196
 BJ4196.The horizontal coordinates were established by classical geodetic methods
 BJ4196.and adjusted by the National Geodetic Survey in May 1994..
 BJ4196
 BJ4196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4196
 BJ4196.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4196
 BJ4196.The geoid height was determined by GEOID03.
 BJ4196
 BJ4196;                    North         East     Units Scale Factor Converg.
 BJ4196;SPC LA S     -   272,967.755 1,096,534.339   MT  1.00006524   +0 30 18.6
 BJ4196;SPC LA S     -   895,561.71  3,597,546.41   sFT  1.00006524   +0 30 18.6
 BJ4196;SPC MS W     -   161,694.821   700,983.815   MT  0.99995001   +0 00 19.1
 BJ4196;SPC MS W     -   530,493.76  2,299,811.07   sFT  0.99995001   +0 00 19.1
 BJ4196;UTM  15      - 3,428,095.966   755,713.481   MT  1.00040667   +1 22 40.2
 BJ4196
 BJ4196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4196!SPC LA S     -   0.99998867  x   1.00006524  =   1.00005391
 BJ4196!SPC MS W     -   0.99998867  x   0.99995001  =   0.99993868
 BJ4196!UTM  15      -   0.99998867  x   1.00040667  =   1.00039534
 BJ4196
 BJ4196|---------------------------------------------------------------------|
 BJ4196| PID    Reference Object                     Distance      Geod. Az  |
 BJ4196|                                                           dddmmss.s |
 BJ4196| BJ4195 RILES                                28.917 METERS 02335     |
 BJ4196| BJ4206 MAY                                 APPROX. 8.5 KM 2831726.2 |
 BJ4196|---------------------------------------------------------------------|
 BJ4196
 BJ4196                          SUPERSEDED SURVEY CONTROL
 BJ4196
 BJ4196  NAD 83(1992)-  30 57 31.21888(N)    090 19 22.92784(W) AD(       ) 1
 BJ4196  NAD 83(1986)-  30 57 31.22806(N)    090 19 22.92616(W) AD(       ) 1
 BJ4196  NAD 27      -  30 57 30.58269(N)    090 19 22.59705(W) AD(       ) 1
 BJ4196  NGVD 29 (07/19/86)   99.4    (m)          326.     (f) VERT ANG       
 BJ4196
 BJ4196.Superseded values are not recommended for survey control.
 BJ4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4196.See file dsdata.txt to determine how the superseded data were derived.
 BJ4196
 BJ4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5571328096(NAD 83)
 BJ4196_MARKER: DS = TRIANGULATION STATION DISK
 BJ4196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4196+STABILITY: SURFACE MOTION
 BJ4196
 BJ4196  HISTORY     - Date     Condition        Report By
 BJ4196  HISTORY     - 1966     MONUMENTED       CGS
 BJ4196
 BJ4196                          STATION DESCRIPTION
 BJ4196
 BJ4196'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4196'STATION IS LOCATED AT THE APPROXIMATE LOCATION AND ON THE SAME
 BJ4196'PROPERTY AS TRIANGULATION STATION RILES.  MARK IS DIRECTLY ACROSS A
 BJ4196'GRAVELED ROAD, SOUTH FROM STATION RILES.
 BJ4196'
 BJ4196'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED RILES RM A
 BJ4196'1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 10
 BJ4196'INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS 78.6 FEET
 BJ4196'SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE POLE NUMBER 2, 70.8
 BJ4196'FEET WEST OF A FENCE CORNER AND 28 FEET SOUTH OF THE CENTER OF THE
 BJ4196'GRAVELED ROAD.
 BJ4196'
 BJ4196'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RILES,
 BJ4196'DISTANCE BEING 28.917 METERS OR 94.87 FEET NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3121 ***********************************************************************
 CQ3121  DESIGNATION -  RINGGOLD
 CQ3121  PID         -  CQ3121
 CQ3121  STATE/COUNTY-  LA/BIENVILLE
 CQ3121  USGS QUAD   -  RINGGOLD (1972)
 CQ3121
 CQ3121                         *CURRENT SURVEY CONTROL
 CQ3121  ___________________________________________________________________
 CQ3121* NAD 83(1992)-  32 18 40.73213(N)    093 16 46.10798(W)     ADJUSTED  
 CQ3121* NAVD 88     -        91.12   (+/-2cm)     298.9    (feet)  VERTCON   
 CQ3121  ___________________________________________________________________
 CQ3121  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CQ3121  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3121
 CQ3121  HORZ ORDER  -  FIRST
 CQ3121  VERT ORDER  -  THIRD (See Below)
 CQ3121
 CQ3121.The horizontal coordinates were established by classical geodetic methods
 CQ3121.and adjusted by the National Geodetic Survey in January 1993..
 CQ3121
 CQ3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3121.The vertical order pertains to the NGVD 29 superseded value.
 CQ3121
 CQ3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3121
 CQ3121.The geoid height was determined by GEOID03.
 CQ3121
 CQ3121;                    North         East     Units Scale Factor Converg.
 CQ3121;SPC LA N     -   201,095.311   926,600.131   MT  0.99993826   -0 24 43.6
 CQ3121;SPC LA N     -   659,760.20  3,040,020.60   sFT  0.99993826   -0 24 43.6
 CQ3121;UTM  15      - 3,574,977.700   473,691.684   MT  0.99960853   -0 08 57.8
 CQ3121
 CQ3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3121!SPC LA N     -   0.99998975  x   0.99993826  =   0.99992802
 CQ3121!UTM  15      -   0.99998975  x   0.99960853  =   0.99959829
 CQ3121
 CQ3121:                Primary Azimuth Mark                     Grid Az
 CQ3121:SPC LA N     -  HEFLIN PACE BROS LUMBER CO TK            005 30 16.1
 CQ3121:UTM  15      -  HEFLIN PACE BROS LUMBER CO TK            005 14 30.3
 CQ3121
 CQ3121|---------------------------------------------------------------------|
 CQ3121| PID    Reference Object                     Distance      Geod. Az  |
 CQ3121|                                                           dddmmss.s |
 CQ3121| CQ3118 HEFLIN PACE BROS LUMBER CO TK       APPROX.16.3 KM 0050532.5 |
 CQ3121| CQ3074 SAILES LOOKOUT TOWER LADC           APPROX.17.0 KM 0623205.3 |
 CQ3121| CQ3345 RINGGOLD RM 1                        37.637 METERS 06558     |
 CQ3121| CX6170 RINGGOLD AZ MK 2                                   0933352.5 |
 CQ3121| CQ3344 RINGGOLD RM 2                        28.179 METERS 18335     |
 CQ3121| CQ3102 HALL SUMMIT LOT LDC                 APPROX.12.1 KM 2042820.0 |
 CQ3121| CQ3123 RINGGOLD RM 3                        14.181 METERS 27225     |
 CQ3121| CQ3122 RINGGOLD MUNICIPAL TANK             APPROX. 2.1 KM 3433813.4 |
 CQ3121|---------------------------------------------------------------------|
 CQ3121
 CQ3121                          SUPERSEDED SURVEY CONTROL
 CQ3121
 CQ3121  NAD 83(1986)-  32 18 40.74542(N)    093 16 46.10062(W) AD(       ) 1
 CQ3121  NAD 27      -  32 18 40.17900(N)    093 16 45.48800(W) AD(       ) 1
 CQ3121  NGVD 29 (07/19/86)   91.18   (m)          299.1    (f) LEVELING    3  
 CQ3121
 CQ3121.Superseded values are not recommended for survey control.
 CQ3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3121.See file dsdata.txt to determine how the superseded data were derived.
 CQ3121
 CQ3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7369274978(NAD 83)
 CQ3121_MARKER: DS = TRIANGULATION STATION DISK
 CQ3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3121_SP_SET: CONCRETE POST
 CQ3121_STAMPING: RINGGOLD 1941
 CQ3121_MARK LOGO: CGS   
 CQ3121_PROJECTION: FLUSH
 CQ3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3121+STABILITY: SURFACE MOTION
 CQ3121
 CQ3121  HISTORY     - Date     Condition        Report By
 CQ3121  HISTORY     - 1941     MONUMENTED       CGS
 CQ3121  HISTORY     - 1969     GOOD             CGS
 CQ3121  HISTORY     - 1985     GOOD             LADTD
 CQ3121
 CQ3121                          STATION DESCRIPTION
 CQ3121
 CQ3121'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3121'STATION IS ABOUT 1.2 MILES S OF THE TOWN OF RINGGOLD IN
 CQ3121'SECTION 3, T 15 N, R 9 W, ON THE W SIDE OF STATE HIGHWAY
 CQ3121'90 ON THE GROUNDS OF A COLORED SCHOOL ABOUT 70 YARDS E OF
 CQ3121'THE SCHOOLHOUSE, 63 FEET N OF THE CENTER LINE OF THE DRIVE
 CQ3121'INTO THE SCHOOL AND 60 FEET W OF THE CENTER LINE OF STATE
 CQ3121'HIGHWAY 90.  STATION IS STAMPED RINGGOLD 1941 AND IS SET
 CQ3121'2 INCHES UNDERGROUND.  THE SUBSURFACE MARK IS 36 INCHES
 CQ3121'UNDERGROUND.
 CQ3121'
 CQ3121'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ3121'BRONZE DISKS SET IN CONCRETE.
 CQ3121'
 CQ3121'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION,
 CQ3121'57 FEET E OF THE CENTER LINE, ABOUT 2 FEET HIGHER THAN THE
 CQ3121'STATION, IS STAMPED RINGGOLD NO. 1 1941 AND PROJECTS ABOUT
 CQ3121'4 INCHES.
 CQ3121'
 CQ3121'REFERENCE MARK NO. 2 IS ACROSS THE SCHOOL DRIVE FROM THE
 CQ3121'STATION, 30 FEET S OF THE CENTER LINE, 65 FEET W OF THE
 CQ3121'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE STATION,
 CQ3121'IS STAMPED RINGGOLD NO. 2 1941 AND PROJECTS ABOUT 4 INCHES.
 CQ3121'
 CQ3121'AZIMUTH MARK IS 18 FEET S OF THE CENTER LINE OF THE DIRT
 CQ3121'ROAD LEADING E FROM THE STATION, ABOUT 75 YARDS NW OF A
 CQ3121'NEGRO SHANTY, 67 FEET S BY E OF FENCE CORNER, IS STAMPED
 CQ3121'RINGGOLD 1941 AND PROJECTS 3 INCHES.
 CQ3121'
 CQ3121'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CQ3121
 CQ3121                          STATION RECOVERY (1969)
 CQ3121
 CQ3121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3121'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 CQ3121'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS DEEMED
 CQ3121'LOST TO HIGHWAY IMPROVEMENT.  AN AZIMUTH MARK WAS ESTABLISHED THIS
 CQ3121'DATE.
 CQ3121'
 CQ3121'REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED DUE TO A TREE THAT
 CQ3121'HAD BEEN SET ABOUT 5 FEET FROM THE STATION MARK AND PERMISSION FOR
 CQ3121'REMOVAL WAS UNATTAINABLE.
 CQ3121'
 CQ3121'TO REACH THE STATION FROM THE POST OFFICE IN RINGGOLD, GO EAST ON
 CQ3121'STATE HIGHWAYS 4 AND 154 FOR 0.1 MILE TO THE JUNCTION OF STATE
 CQ3121'HIGHWAY 7 AND 154.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 7 FOR
 CQ3121'1.2 MILES TO THE SOUTHSIDE HIGH SCHOOL ON THE RIGHT AND THE
 CQ3121'STATION IN THE FRONT LAWN.
 CQ3121'
 CQ3121'STATION MARK IS A STANDARD DISK, STAMPED RINGGOLD 1941, SET IN THE
 CQ3121'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 CQ3121'SURFACE.  IT IS 65 FEET NORTH OF THE CENTER OF THE CENTER DRIVE TO
 CQ3121'THE SCHOOL, 63 FEET WEST OF THE CENTER OF STATE HIGHWAY 7 AND 33.5
 CQ3121'FEET SOUTH-SOUTHWEST OF A UTILITY POLE.
 CQ3121'
 CQ3121'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RINGGOLD NO 1 1941, SET
 CQ3121'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 CQ3121'INCHES.  IT IS 91 FEET NORTH OF A PAVED ROAD, 53 FEET EAST OF THE
 CQ3121'CENTER OF STATE HIGHWAY 7 AND 15.2 FEET SOUTH OF POWER POLE NO.
 CQ3121'A624.
 CQ3121'
 CQ3121'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RINGGOLD NO 2 1941, SET
 CQ3121'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 CQ3121'INCHES IT IS 70 FEET WEST OF THE CENTER OF STATE HIGHWAY 7 AND 28
 CQ3121'FEET SOUTH OF THE CENTER OF THE CENTER DRIVE TO THE SCHOOL.
 CQ3121'
 CQ3121'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RINGGOLD 1941 NO 3 1969,
 CQ3121'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS
 CQ3121'FLUSH.  IT IS 109.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 7, 66
 CQ3121'FEET NORTH OF THE CENTER OF THE CENTER DRIVE TO THE SCHOOL AND 28
 CQ3121'FEET SOUTHEAST OF A FLAG POLE.
 CQ3121'
 CQ3121'AZIMUTH MARK IS A STANDARD DISK, STAMPED RINGGOLD 1941 1969, SET IN
 CQ3121'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 CQ3121'INCHES.  IT IS 66 FEET SOUTHEAST OF THE CENTER OF A PAVED ROAD, 47
 CQ3121'FEET SOUTH-SOUTHEAST OF A UTILITY POLE AND 2.0 FEET NORTH OF A
 CQ3121'METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3121'
 CQ3121'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PAVED ROAD FOR
 CQ3121'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CQ3121'
 CQ3121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES SOUTH
 CQ3121'OF RINGGOLD.
 CQ3121
 CQ3121                          STATION RECOVERY (1985)
 CQ3121
 CQ3121'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ3121'2.0 KM(1.25 MI) SOUTH FROM RINGGOLD.
 CQ3121'0.4 KM (0.25 MI) EAST FROM THE POST OFFICE IN RINGGOLD ON STATE
 CQ3121'HIGHWAYS 4 AND 154 TO THE INTERSECTION OF STATE HIGHWAYS 4, 154, AND
 CQ3121'7 THENCE 2.0 KM (1.25 MI) SOUTH (RIGHT) ALONG STATE HIGHWAY 7 TO THE
 CQ3121'STATION MARK ON THE RIGHT NEAR AN OAK TREE, 19.2 METERS (63 FEET)
 CQ3121'WEST OF THE CENTER OF STATE HIGHWAY 7, 7.8 METERS (25.5 FEET) SOUTH
 CQ3121'WEST OF A FENCE CORNER POST, AND 1.5 METERS (5 FEET) NORTH WEST OF A
 CQ3121'24-INCH OAK TREE.
 CQ3121'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 CQ3121'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3125 ***********************************************************************
 CQ3125  DESIGNATION -  RINGGOLD ATT MICROWAVE KLW 25
 CQ3125  PID         -  CQ3125
 CQ3125  STATE/COUNTY-  LA/BIENVILLE
 CQ3125  USGS QUAD   -  RINGGOLD (1972)
 CQ3125
 CQ3125                         *CURRENT SURVEY CONTROL
 CQ3125  ___________________________________________________________________
 CQ3125* NAD 83(1992)-  32 17 09.71447(N)    093 21 44.18967(W)     ADJUSTED  
 CQ3125* NAVD 88     -                                                        
 CQ3125  ___________________________________________________________________
 CQ3125  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CQ3125  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3125
 CQ3125  HORZ ORDER  -  THIRD
 CQ3125
 CQ3125.The horizontal coordinates were established by classical geodetic methods
 CQ3125.and adjusted by the National Geodetic Survey in January 1993..
 CQ3125
 CQ3125
 CQ3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3125
 CQ3125.The geoid height was determined by GEOID03.
 CQ3125
 CQ3125;                    North         East     Units Scale Factor Converg.
 CQ3125;SPC LA N     -   198,350.987   918,781.005   MT  0.99993533   -0 27 21.2
 CQ3125;SPC LA N     -   650,756.53  3,014,367.35   sFT  0.99993533   -0 27 21.2
 CQ3125;UTM  15      - 3,572,198.481   465,887.756   MT  0.99961435   -0 11 36.6
 CQ3125
 CQ3125                          SUPERSEDED SURVEY CONTROL
 CQ3125
 CQ3125  NAD 83(1986)-  32 17 09.72764(N)    093 21 44.18332(W) AD(       ) 4
 CQ3125  NAD 27      -  32 17 09.16244(N)    093 21 43.56415(W) AD(       ) 3
 CQ3125
 CQ3125.Superseded values are not recommended for survey control.
 CQ3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3125.See file dsdata.txt to determine how the superseded data were derived.
 CQ3125
 CQ3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6588872198(NAD 83)
 CQ3125_MARKER: 45 = MICROWAVE TOWER
 CQ3125
 CQ3125  HISTORY     - Date     Condition        Report By
 CQ3125  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3125
 CQ3125                          STATION DESCRIPTION
 CQ3125
 CQ3125'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3125'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE
 CQ3125'MICROWAVE TOWER.  THE TOWER IS OWNED BY THE AMERICAN TELEPHONE
 CQ3125'AND TELEGRAPH COMPANY AND OPERATED BY THE SOUTH CENTRAL BELL
 CQ3125'TELEPHONE COMPANY.
 CQ3125'
 CQ3125'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED
 CQ3125'AND WHITE WITH TWO CORNUCOPIA ANTENNAE AT THE TOP AND HAS AN
 CQ3125'OVERALL HEIGHT OF 225 FEET.
 CQ3125'
 CQ3125'IT IS LOCATED ABOUT 8-1/4 MILES NORTH-NORTHWEST OF HALL SUMMIT,
 CQ3125'5-1/2 MILES WEST-SOUTHWEST OF RINGGOLD AND ABOUT 100 YARDS EAST
 CQ3125'OF THE SPRINGRIDGE ROAD.
 CQ3125'
 CQ3125'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 154 IN THE
 CQ3125'WEST EDGE OF RINGGOLD GO SOUTHWESTERLY ON HIGHWAY 154 FOR 5.5
 CQ3125'MILES TO A SIDE ROAD LEFT (SPRINGRIDGE ROAD).  TURN LEFT AND
 CQ3125'FOLLOW SPRINGRIDGE ROAD SOUTH FOR 1.2 MILES TO THE STATION ON
 CQ3125'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3103 ***********************************************************************
 CQ3103  DESIGNATION -  RINGGOLD KC S MICROWAVE KJO 33
 CQ3103  PID         -  CQ3103
 CQ3103  STATE/COUNTY-  LA/BIENVILLE
 CQ3103  USGS QUAD   -  HALL SUMMIT (1980)
 CQ3103
 CQ3103                         *CURRENT SURVEY CONTROL
 CQ3103  ___________________________________________________________________
 CQ3103* NAD 83(1992)-  32 14 50.64131(N)    093 21 12.42089(W)     ADJUSTED  
 CQ3103* NAVD 88     -                                                        
 CQ3103  ___________________________________________________________________
 CQ3103  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CQ3103  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ3103
 CQ3103  HORZ ORDER  -  THIRD
 CQ3103
 CQ3103.The horizontal coordinates were established by classical geodetic methods
 CQ3103.and adjusted by the National Geodetic Survey in January 1993..
 CQ3103
 CQ3103
 CQ3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3103
 CQ3103.The geoid height was determined by GEOID03.
 CQ3103
 CQ3103;                    North         East     Units Scale Factor Converg.
 CQ3103;SPC LA N     -   194,060.929   919,578.462   MT  0.99993124   -0 27 04.4
 CQ3103;SPC LA N     -   636,681.56  3,016,983.67   sFT  0.99993124   -0 27 04.4
 CQ3103;UTM  15      - 3,567,913.490   466,704.599   MT  0.99961367   -0 11 18.9
 CQ3103
 CQ3103                          SUPERSEDED SURVEY CONTROL
 CQ3103
 CQ3103  NAD 83(1986)-  32 14 50.65448(N)    093 21 12.41448(W) AD(       ) 4
 CQ3103  NAD 27      -  32 14 50.08709(N)    093 21 11.79818(W) AD(       ) 3
 CQ3103
 CQ3103.Superseded values are not recommended for survey control.
 CQ3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3103.See file dsdata.txt to determine how the superseded data were derived.
 CQ3103
 CQ3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6670567913(NAD 83)
 CQ3103_MARKER: 44 = MICROWAVE MAST
 CQ3103
 CQ3103  HISTORY     - Date     Condition        Report By
 CQ3103  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3103
 CQ3103                          STATION DESCRIPTION
 CQ3103
 CQ3103'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3103'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.  IT
 CQ3103'IS OWNED AND OPERATED BY THE KANSAS CITY SOUTHERN RAILROAD COMPANY
 CQ3103'AND IS LOCATED ABOUT 7 MILES SOUTHWEST OF RINGGOLD, 5-1/2 MILES
 CQ3103'NORTH-NORTHWEST OF HALL SUMMIT AND ABOUT 200 YARDS WEST OF
 CQ3103'SPRINGRIDGE ROAD.
 CQ3103'
 CQ3103'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 154 IN THE
 CQ3103'WEST EDGE OF RINGGOLD, GO SOUTHWEST ON STATE HIGHWAY 4 FOR 3.75
 CQ3103'MILES TO JUNCTION WITH STATE HIGHWAY 790 (SPRINGRIDGE ROAD).  TURN
 CQ3103'LEFT AND GO SOUTH ON HIGHWAY 790 FOR 2.0 MILES TO A SIDE ROAD
 CQ3103'LEFT AND THE STATION ON THE RIGHT.
 CQ3103'
 CQ3103'THE MAST IS A THREE-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 CQ3103'RED AND WHITE, WITH AN OVERALL HEIGHT OF 240 FEET.  THERE ARE
 CQ3103'TWO FANSHAPED ANTENNAE AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3124 ***********************************************************************
 CQ3124  DESIGNATION -  RINGGOLD LA P L MAST KKE 259
 CQ3124  PID         -  CQ3124
 CQ3124  STATE/COUNTY-  LA/BIENVILLE
 CQ3124  USGS QUAD   -  RINGGOLD (1972)
 CQ3124
 CQ3124                         *CURRENT SURVEY CONTROL
 CQ3124  ___________________________________________________________________
 CQ3124* NAD 83(1992)-  32 19 44.56228(N)    093 17 08.02061(W)     ADJUSTED  
 CQ3124* NAVD 88     -                                                        
 CQ3124  ___________________________________________________________________
 CQ3124  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CQ3124  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ3124
 CQ3124  HORZ ORDER  -  THIRD
 CQ3124
 CQ3124.The horizontal coordinates were established by classical geodetic methods
 CQ3124.and adjusted by the National Geodetic Survey in January 1993..
 CQ3124
 CQ3124
 CQ3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3124
 CQ3124.The geoid height was determined by GEOID03.
 CQ3124
 CQ3124;                    North         East     Units Scale Factor Converg.
 CQ3124;SPC LA N     -   203,065.467   926,041.220   MT  0.99994042   -0 24 55.2
 CQ3124;SPC LA N     -   666,223.95  3,038,186.90   sFT  0.99994042   -0 24 55.2
 CQ3124;UTM  15      - 3,576,944.623   473,123.934   MT  0.99960891   -0 09 09.8
 CQ3124
 CQ3124                          SUPERSEDED SURVEY CONTROL
 CQ3124
 CQ3124  NAD 83(1986)-  32 19 44.57603(N)    093 17 08.01343(W) AD(       ) 4
 CQ3124  NAD 27      -  32 19 44.01157(N)    093 17 07.40163(W) AD(       ) 3
 CQ3124
 CQ3124.Superseded values are not recommended for survey control.
 CQ3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3124.See file dsdata.txt to determine how the superseded data were derived.
 CQ3124
 CQ3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7312476945(NAD 83)
 CQ3124_MARKER: 44 = MICROWAVE MAST
 CQ3124
 CQ3124  HISTORY     - Date     Condition        Report By
 CQ3124  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3124
 CQ3124                          STATION DESCRIPTION
 CQ3124
 CQ3124'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3124'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.  THE
 CQ3124'MAST IF A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED
 CQ3124'AND WHITE WITH AN OVERALL HEIGHT OF 167 FEET.
 CQ3124'
 CQ3124'IT IS LOCATED IN THE WEST EDGE OF RINGGOLD JUST TO THE REAR OF
 CQ3124'THE LOUISIANA POWER AND LIGHT COMPANY BUILDING WHICH IS AT THE
 CQ3124'INTERSECTION OF MILL STREET AND HILL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3122 ***********************************************************************
 CQ3122  DESIGNATION -  RINGGOLD MUNICIPAL TANK
 CQ3122  PID         -  CQ3122
 CQ3122  STATE/COUNTY-  LA/BIENVILLE
 CQ3122  USGS QUAD   -  RINGGOLD (1972)
 CQ3122
 CQ3122                         *CURRENT SURVEY CONTROL
 CQ3122  ___________________________________________________________________
 CQ3122* NAD 83(1992)-  32 19 45.45409(N)    093 17 08.48977(W)     ADJUSTED  
 CQ3122* NAVD 88     -                                                        
 CQ3122  ___________________________________________________________________
 CQ3122  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CQ3122  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ3122
 CQ3122  HORZ ORDER  -  THIRD
 CQ3122
 CQ3122.The horizontal coordinates were established by classical geodetic methods
 CQ3122.and adjusted by the National Geodetic Survey in January 1993..
 CQ3122
 CQ3122
 CQ3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3122
 CQ3122.The geoid height was determined by GEOID03.
 CQ3122
 CQ3122;                    North         East     Units Scale Factor Converg.
 CQ3122;SPC LA N     -   203,093.025   926,029.150   MT  0.99994046   -0 24 55.4
 CQ3122;SPC LA N     -   666,314.37  3,038,147.30   sFT  0.99994046   -0 24 55.4
 CQ3122;UTM  15      - 3,576,972.116   473,111.742   MT  0.99960892   -0 09 10.0
 CQ3122
 CQ3122                          SUPERSEDED SURVEY CONTROL
 CQ3122
 CQ3122  NAD 83(1986)-  32 19 45.46779(N)    093 17 08.48254(W) AD(       ) 4
 CQ3122  NAD 27      -  32 19 44.89600(N)    093 17 07.86700(W) AD(       ) 3
 CQ3122
 CQ3122.Superseded values are not recommended for survey control.
 CQ3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3122.See file dsdata.txt to determine how the superseded data were derived.
 CQ3122
 CQ3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7311276972(NAD 83)
 CQ3122_MARKER: 53 = ELEVATED TANK
 CQ3122
 CQ3122  HISTORY     - Date     Condition        Report By
 CQ3122  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ3122  HISTORY     - 1969     GOOD             CGS
 CQ3122
 CQ3122                          STATION DESCRIPTION
 CQ3122
 CQ3122'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3122'TANK IS IN THE NW PART OF THE TOWN OF RINGGOLD, ABOUT 100
 CQ3122'YARDS NW OF THE C.L.B. AND S.R.R. FREIGHT DEPOT, ABOUT 250
 CQ3122'YARDS E OF THE RINGGOLD HIGH SCHOOL, ABOUT 100 YARDS N OF
 CQ3122'STATE HIGHWAY 13, THE MAIN STREET OF RINGGOLD.
 CQ3122'
 CQ3122'TANK IS GALVANIZED STEEL, SUPPORTED BY 4 LEGS OF TRUSSWORK
 CQ3122'CONSTRUCTION AND IS 125 FEET HIGH.
 CQ3122'
 CQ3122'THIS IS AN INTERSECTION STATION.
 CQ3122
 CQ3122                          STATION RECOVERY (1969)
 CQ3122
 CQ3122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3122'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0644 ***********************************************************************
 BX0644  DESIGNATION -  RINGGOLD RESET
 BX0644  PID         -  BX0644
 BX0644  STATE/COUNTY-  LA/RAPIDES
 BX0644  USGS QUAD   -  ALEXANDRIA (1992)
 BX0644
 BX0644                         *CURRENT SURVEY CONTROL
 BX0644  ___________________________________________________________________
 BX0644* NAD 83(1992)-  31 21 02.86084(N)    092 24 59.02261(W)     ADJUSTED  
 BX0644* NAVD 88     -        54.21   (+/-2cm)     177.9    (feet)  VERTCON   
 BX0644  ___________________________________________________________________
 BX0644  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BX0644  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX0644
 BX0644  HORZ ORDER  -  FIRST
 BX0644  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0644
 BX0644.The horizontal coordinates were established by classical geodetic methods
 BX0644.and adjusted by the National Geodetic Survey in January 1993..
 BX0644
 BX0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0644.The vertical order pertains to the NGVD 29 superseded value.
 BX0644
 BX0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0644
 BX0644.The geoid height was determined by GEOID03.
 BX0644
 BX0644;                    North         East     Units Scale Factor Converg.
 BX0644;SPC LA N     -    94,335.976 1,007,954.947   MT  0.99996335   +0 02 39.1
 BX0644;SPC LA N     -   309,500.61  3,306,932.19   sFT  0.99996335   +0 02 39.1
 BX0644;UTM  15      - 3,468,626.943   555,509.903   MT  0.99963801   +0 18 13.1
 BX0644
 BX0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0644!SPC LA N     -   0.99999564  x   0.99996335  =   0.99995899
 BX0644!UTM  15      -   0.99999564  x   0.99963801  =   0.99963365
 BX0644
 BX0644:                Primary Azimuth Mark                     Grid Az
 BX0644:SPC LA N     -  EAST FEDERAL FIRE TOWER                  023 40 49.0
 BX0644:UTM  15      -  EAST FEDERAL FIRE TOWER                  023 25 15.0
 BX0644
 BX0644|---------------------------------------------------------------------|
 BX0644| PID    Reference Object                     Distance      Geod. Az  |
 BX0644|                                                           dddmmss.s |
 BX0644| BX2627 EAST FEDERAL FIRE TOWER             APPROX.13.3 KM 0234328.1 |
 BX0644| BX2648 PINEVILLE CAMP BEAUREGARD TK        APPROX. 3.0 KM 0351819.2 |
 BX0644| CY4603 RINGGOLD RM 2                        36.745 METERS 04210     |
 BX0644| CY4602 RINGGOLD AZ MK                                     0623218.8 |
 BX0644| BX2659 PINEVILLE ALPINE TV MAST            APPROX. 2.9 KM 0780747.4 |
 BX0644| BX2632 LIBUSE                              APPROX. 8.0 KM 0872612.7 |
 BX0644| BX0645 RINGGOLD RM 3                        36.457 METERS 11937     |
 BX0644| BX0643 RINGGOLD RM 1                        44.477 METERS 20216     |
 BX0644|---------------------------------------------------------------------|
 BX0644
 BX0644                          SUPERSEDED SURVEY CONTROL
 BX0644
 BX0644  NAD 83(1986)-  31 21 02.88034(N)    092 24 59.01809(W) AD(       ) 1
 BX0644  NGVD 29 (??/??/??)   54.192  (m)          177.79   (f) ADJUSTED    1 2
 BX0644
 BX0644.Superseded values are not recommended for survey control.
 BX0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0644.See file dsdata.txt to determine how the superseded data were derived.
 BX0644
 BX0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5551068627(NAD 83)
 BX0644_MARKER: DS = TRIANGULATION STATION DISK
 BX0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0644_STAMPING: RINGGOLD 1934 1938
 BX0644_MARK LOGO: CGS   
 BX0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0644+STABILITY: SURFACE MOTION
 BX0644
 BX0644  HISTORY     - Date     Condition        Report By
 BX0644  HISTORY     - 1958     MONUMENTED       CGS
 BX0644  HISTORY     - 1966     GOOD             CGS
 BX0644  HISTORY     - 1966     GOOD             CGS
 BX0644  HISTORY     - 1969     GOOD             CGS
 BX0644
 BX0644                          STATION DESCRIPTION
 BX0644
 BX0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BX0644'THE STATION WAS VISITED 8-21-58 AND THE STATION MARK AND REFERENCE
 BX0644'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BX0644'DESCRIBED LOCATION OF THE AZIMUTH MARK FROM THE ORIGINAL
 BX0644'DESCRIPTION IS OBSTRUCTED FROM THE STATION BY A HOUSE BUILT
 BX0644'NEAR THE STATION.  THE AZIMUTH MARK WAS NOT FOUND AT THIS DATE.
 BX0644'THE HOUSE MENTIONED ABOVE ALSO OBSTRUCTED REFERENCE MARK NO. 2
 BX0644'FROM THE STATION.  AT THE REQUEST OF THE OWNER OF THE PROPERTY,
 BX0644'MR. J.D. CLARK, THE STATION MARK WAS LOWERED TO THE LEVEL OF
 BX0644'THE TOP OF THE GROUND AND REFERENCE MARK NO. 2 WAS DESTROYED.
 BX0644'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.
 BX0644'
 BX0644'A NEW DESCRIPTION FOLLOWS--
 BX0644'
 BX0644'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF ALEXANDRIA
 BX0644'AND 2 MILES NORTH OF PINEVILLE ON THE SUMMIT OF A LOW RIDGE
 BX0644'IN THE SOUTHEAST 1/4 SEC. 1, T.4 N, R. 1 W, ON PROPERTY OWNED
 BX0644'BY AND IN THE FRONT YARD OF MR. J.D. CLARK, 33 BAYWOOD DRIVE,
 BX0644'IN PINEVILLE.  IT IS 77.5 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 BX0644'CORNER OF THE CLARKE HOUSE, 71.5 FEET SOUTH-SOUTHWEST OF THE
 BX0644'SOUTHWEST CORNER OF THE HOUSE, 63 FEET SOUTHWEST OF THE LOWER
 BX0644'STEP OF THE FRONT PORCH, 16.5 FEET WEST OF THE CENTER OF THE
 BX0644'DRIVEWAY, 59 FEET NORTHEAST OF THE CENTERLINE OF BAYWOOD
 BX0644'DRIVE, 34.5 FEET EAST-NORTHEAST OF A POWER POLE WITH A
 BX0644'TRANSFORMER, 29.5 FEET WEST OF A PINE TREE WITH VINES
 BX0644'GROWING NEARLY TO THE TOP, AND 21.8 FEET EAST-SOUTHEAST
 BX0644'OF A 12-INCH PINE TREE.  IT IS A STANDARD DISK, STAMPED
 BX0644'RINGGOLD 1934 1958, FLUSH WITH THE GROUND.
 BX0644'
 BX0644'REFERENCE MARK NO. 1 IS 145.86 FEET SOUTH-SOUTHEAST OF THE
 BX0644'STATION IN THE SOUTHWEST ANGLE OF THE JUNCTION OF BAYWOOD
 BX0644'DRIVE AND A PRIVATE ROAD LEADING SOUTH, 7.5 FEET NORTHEAST
 BX0644'OF A FENCE LINE, 33 FEET SOUTHWEST OF THE CENTERLINE OF
 BX0644'BAYWOOD DRIVE, 9 FEET WEST-SOUTHWEST OF THE DRIVEWAY LEADING
 BX0644'SOUTH, 17 FEET NORTH OF THE WEST POST OF A WIRE GATE, 11 FEET
 BX0644'SOUTHEAST OF AN 18-INCH PINE TREE, 30 FEET NORTHWEST OF A BRACE
 BX0644'POLE FOR A POWER POLE AND 12 FEET SOUTHEAST OF THE PROJECTED
 BX0644'CENTERLINE OF THE DRIVEWAY LEADING TO THE CLARKE HOUSE.
 BX0644'IT IS A STANDARD DISK, STAMPED RINGGOLD NO. 1 1934,
 BX0644'PROJECTING 3 INCHES.
 BX0644'
 BX0644'REFERENCE MARK NO. 3 IS 120.07 FEET EAST OF THE STATION, 1 FOOT
 BX0644'WEST OF A WOVEN WIRE FENCE, 82.5 FEET SOUTHEAST OF THE SOUTHEAST
 BX0644'CORNER OF THE CLARK HOUSE, 3 FEET SOUTH OF THE PROJECTED NORTH
 BX0644'WALL OF THE HOUSE TO THE EAST, 18 FEET SOUTHEAST OF A 3-FOOT
 BX0644'PINE TREE, 70 FEET NORTH-NORTHEAST OF HE NORTHWEST CORNER OF
 BX0644'A PRIVATE SWIMMING POOL, AND 27 FEET NORTHEAST OF THE CENTER
 BX0644'ONE OF THREE PINE TREES.  IT IS A STANDARD DISK, STAMPED
 BX0644'RINGGOLD NO 3 1934 1958, PROJECTING 6 INCHES.
 BX0644'
 BX0644'THE AZIMUTH MARK WAS NOT LOCATED AT THIS DATE.  IT IS DESCRIBED
 BX0644'AS BEING 0.3 MILE NORTHEAST OF THE STATION, 0.25 MILE NORTH OF
 BX0644'BAYWOOD DRIVE ALONG U.S. HIGHWAY 165, 30 FEET NORTH-NORTHEAST
 BX0644'OF A CULVERT AT A CURVE IN THE HIGHWAY.  IT IS A STANDARD DISK
 BX0644'STAMPED RINGGOLD AZIMUTH 1934.
 BX0644'
 BX0644'TO REACH THE STATION FROM THE POST OFFICE IN PINEVILLE GO
 BX0644'NORTH ON U.S. HIGHWAY 165 (MAIN STREET) FOR 0.45 MILE TO A
 BX0644'RAILROAD UNDERPASS, CONTINUE NORTH FOR 0.1 MILE TO A FORK, TAKE
 BX0644'LEFT FORK AND GO 0.75 MILE TO A FORK, TAKE RIGHT FORK AND GO
 BX0644'NORTH FOLLOWING U.S. HIGHWAY 165 FOR 1.0 MILE TO BAYWOOD DRIVE
 BX0644'JUST AFTER PASSING A CEMETERY ON THE RIGHT, TURN LEFT ON
 BX0644'BAYWOOD DRIVE AND GO 0.05 MILE TO THE TOP OF THE HILL AND THE
 BX0644'STATION ON THE RIGHT
 BX0644
 BX0644                          STATION RECOVERY (1966)
 BX0644
 BX0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0644'2.4 MI NE FROM PINEVILLE.
 BX0644'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0644'THE POST OFFICE AT PINEVILLE, THENCE 0.1 MILE NORTHWEST ALONG BAYWOOD
 BX0644'DRIVE TO THE J.D. CLARK RESIDENCE WHICH IS HOUSE NUMBER 33, IN SECTION
 BX0644'1, T 4 N, R 1 W, 71 FEET SOUTHWEST OF THE WEST CORNER OF THE HOUSE,
 BX0644'145.8 FEET NORTH OF RINGGOLD R.M. 1, 120.55 FEET SOUTHWEST OF RINGGOLD
 BX0644'R.M. 3, 58 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE, 34 FEET
 BX0644'NORTHEAST OF A POWER POLE BEARING A TRANSFORMER, ABOUT 5 FEET ABOVE
 BX0644'THE LEVEL OF THE DRIVE, AND SET IN THE TOP OF A CONCRETE POST
 BX0644'PROJECTING 1 INCH.
 BX0644
 BX0644                          STATION RECOVERY (1966)
 BX0644
 BX0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 BX0644'THE STATION MARK, STAMPED RINGGOLD 1934 1938, IS ABOUT 2.3 MILES
 BX0644'NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM THE POST
 BX0644'OFFICE AT PINEVILLE, THENCE 0.1 MILE NORTHWEST ALONG BAYWOOD
 BX0644'DRIVE TO THE J.D. CLARK RESIDENCE WHICH IS HOUSE NUMBER 33,
 BX0644'IN SECTION 1, T 4 N, R 1 W, 71 FEET SOUTHWEST OF THE WEST
 BX0644'CORNER OF THE HOUSE, 58 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX0644'DRIVE, 34 FEET NORTHEAST OF A POWER POLE BEARING A TRANSFORMER,
 BX0644'ABOUT 5 FEET ABOVE THE LEVEL OF THE DRIVE, AND SET IN THE TOP
 BX0644'OF A CONCRETE POST PROJECTING 1 INCH.
 BX0644'
 BX0644'R.M. 1, STAMPED RINGGOLD NO 1 1934, IS 145.8 FEET SOUTH OF THE
 BX0644'STATION MARK, 31-1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX0644'DRIVE, 10 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 BX0644'10-1/2 FEET SOUTHEAST OF A 20-INCH PINE TREE, 7-1/2 FEET
 BX0644'NORTHEAST OF A WIRE-MESH FENCE, ABOUT 1 FOOT ABOVE THE LEVEL
 BX0644'OF THE DRIVE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BX0644'3 INCHES.
 BX0644'
 BX0644'R.M. 3, STAMPED RINGOLD NO 3 1966, IS 120.55 FEET NORTHEAST
 BX0644'OF THE STATION MARK, 27 FEET NORTHEAST OF THE NORTH CORNER
 BX0644'OF THE J.D. CLARK RESIDENCE WHICH IS HOUSE NUMBER 33, 46 FEET
 BX0644'SOUTHEAST OF THE EAST CORNER OF HOUSE NUMBER 31, 26 FEET
 BX0644'WEST OF A NORTH-SOUTH PROPERTY LINE FENCE, 15 FEET EAST OF AN
 BX0644'8-INCH MAGNOLIA TREE, AND SET IN THE TOP OF A CONCRETE POST
 BX0644'ABOUT LEVEL WITH THE GROUND.
 BX0644'
 BX0644'THE AZIMUTH MARK, A C AND GS BENCH MARK DISK, STAMPED L 237 1966,
 BX0644'IS ABOUT 2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS
 BX0644'ROUTE FROM THE POST OFFICE AT PINEVILLE, THENCE ABOUT 70 YARDS
 BX0644'EAST ALONG EDGEWOOD DRIVE TO THE ENTRANCE TO THE MRS. RONALD
 BX0644'POWELL RESIDENCE WHICH IS HOUSE NUMBER 1049, 231 FEET SOUTH OF
 BX0644'THE CENTER LINE OF EDGEWOOD DRIVE, 76-1/2 FEET WEST OF THE
 BX0644'NORTHWEST CORNER OF THE HOUSE, 37-1/2 FEET WEST OF THE CENTER
 BX0644'LINE OF A DRIVEWAY, AT A SLIGHT ANGLE IN A FENCE LINE, ABOUT
 BX0644'IN LINE WITH THE NORTH SIDE OF A PORCH ON THE NORTH SIDE
 BX0644'OF THE HOUSE, 2 FEET EAST OF A FENCE CORNER, ABOUT 6 INCHES
 BX0644'BELOW THE LEVEL OF THE DRIVEWAY, AND SET IN THE TOP OF A
 BX0644'CONCRETE POST PROJECTING 5 INCHES.  THIS MARK IS ABOUT
 BX0644'0.25 MILE EAST OF TRIANGULATION STATION RINGOLD 1934.
 BX0644
 BX0644                          STATION RECOVERY (1969)
 BX0644
 BX0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX0644'STATION WAS RECOVERED THE STATION MARK, REFERENCE MARK NO. 1 AND
 BX0644'REFERENCE MARK NO. 3 1934 1958 WERE FOUND IN GOOD
 BX0644'CONDITION.  REFERENCE MARK NO. 3 1966 AND EM L 237 (AZIMUTH
 BX0644'MARK) WAS FOUND IN GOOD CONDITION BUT WAS NOT VISIBLE DUE TO A
 BX0644'HOUSE ON LINE.  EM L 237 (AZIMUTH MARK) IS DESTROYED.  NO
 BX0644'SUITABLE PLACE TO ESTABLISH A NEW AZIMUTH MARK.
 BX0644'
 BX0644'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT
 BX0644'3-1/2 MILES NORTHEAST OF ALEXANDRIA IN THE SE 1/4 S 1, T 4 N,
 BX0644'R 1 W, ON A LONG ROLLING HILL AND ON PROPERTY OWNED AND OCCUPIED
 BX0644'BY MR. J.D. CLARK.  STATION IS MARKED AS THE TOP
 BX0644'MARK BEING SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 BX0644'IS STAMPED RINGGOLD 1934 1958.  THE MARK IS 76 FEET SOUTH
 BX0644'SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE, 71 FEET SOUTH OF
 BX0644'THE SOUTHWEST CORNER OF HOUSE, 60 FEET NORTH OF THE APPROXIMATE
 BX0644'CENTER OF BAYWOOD DRIVE AND 22 FEET EAST OF A 20 INCH PINE
 BX0644'TREE.
 BX0644'
 BX0644'TO REACH THE STATION FROM THE POST OFFICE IN PINEVILLE, GO
 BX0644'NORTH AND NORTHWESTERLY ON BUSINESS ROUTE U.S. 165 FOR 2.15 MILES
 BX0644'TO THE INTERSECTION OF BAYWOOD DRIVE. TURN LEFT ON BAYWOOD DRIVE
 BX0644'AND GO WESTERLY FOR 0.1 MILE TO TOP OF HILL AND DRIVEWAY ON THE
 BX0644'RIGHT AND STATION AS DESCRIBED.
 BX0644'
 BX0644'REFERENCE MARK NO. 1, IS 35 FEET SOUTH OF THE APPROXIMATE CENTER
 BX0644'OF BAYWOOD DRIVE, 11 FEET EAST OF AN 18 INCH PINE TREE, 9 FEET
 BX0644'WEST OF THE APPROXIMATE CENTER OF DRIVEWAY AND 7.5 FEET NORTH OF
 BX0644'WIRE FENCE.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF
 BX0644'A 12 INCH CONCRETE CYLINDER MONUMENT, THAT IS SET FLUSH WITH THE
 BX0644'SURFACE OF THE GROUND.  THE DISK IS STAMPED RINGGOLD NO 1 1934.
 BX0644'
 BX0644'REFERENCE MARK NO. 3, IS 18.5 FEET SOUTH SOUTHEAST OF A 30 INCH
 BX0644'PINE TREE AND 1 FOOT WEST OF WIRE FENCE.  IT IS MARKED BY A
 BX0644'STANDARD DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 BX0644'MONUMENT, THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 BX0644'DISK IS STAMPED RINGGOLD NO 3 1934 1958.
 BX0644'
 BX0644'HEIGHT OF LIGHT ABOVE STATION MARK 99.05 FEET.
 BX0644'
 BX0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX0644'IN THE TOWN OF ALEXANDRIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0643 ***********************************************************************
 BX0643  DESIGNATION -  RINGGOLD RM 1
 BX0643  PID         -  BX0643
 BX0643  STATE/COUNTY-  LA/RAPIDES
 BX0643  USGS QUAD   -  ALEXANDRIA (1992)
 BX0643
 BX0643                         *CURRENT SURVEY CONTROL
 BX0643  ___________________________________________________________________
 BX0643* NAD 83(1986)-  31 21 02.     (N)    092 24 59.     (W)     SCALED    
 BX0643* NAVD 88     -        52.59   (+/-2cm)     172.5    (feet)  VERTCON   
 BX0643  ___________________________________________________________________
 BX0643  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX0643
 BX0643  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0643
 BX0643.The horizontal coordinates were scaled from a topographic map and have
 BX0643.an estimated accuracy of +/- 6 seconds.
 BX0643
 BX0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0643.The vertical order pertains to the NGVD 29 superseded value.
 BX0643
 BX0643.The geoid height was determined by GEOID03.
 BX0643
 BX0643;                    North         East    Units  Estimated Accuracy
 BX0643;SPC LA N     -    94,310.    1,007,960.      MT  (+/- 180 meters Scaled)
 BX0643
 BX0643                          SUPERSEDED SURVEY CONTROL
 BX0643
 BX0643  NGVD 29 (??/??/??)   52.571  (m)          172.48   (f) ADJUSTED    1 2
 BX0643
 BX0643.Superseded values are not recommended for survey control.
 BX0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0643.See file dsdata.txt to determine how the superseded data were derived.
 BX0643
 BX0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ555686(NAD 83)
 BX0643_MARKER: DR = REFERENCE MARK DISK
 BX0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0643_STAMPING: RINGGOLD NO 1 1934
 BX0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0643+STABILITY: SURFACE MOTION
 BX0643
 BX0643  HISTORY     - Date     Condition        Report By
 BX0643  HISTORY     - 1934     MONUMENTED       CGS
 BX0643  HISTORY     - 1966     GOOD             CGS
 BX0643
 BX0643                          STATION DESCRIPTION
 BX0643
 BX0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0643'2.4 MI NE FROM PINEVILLE.
 BX0643'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0643'THE POST OFFICE AT PINEVILLE, THENCE 0.1 MILE NORTHWEST ALONG BAYWOOD
 BX0643'DRIVE, IN SECTION 1, T 4 N, R 1 W, 145.8 FEET SOUTH OF RINGGOLD
 BX0643'TRIANGULATION STATION, 31 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX0643'DRIVE, 10 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 10
 BX0643'1/2 FEET SOUTHEAST OF A 20-INCH PINE TREE, 7 1/2 FEET NORTHEAST OF A
 BX0643'WIRE-MESH FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE DRIVE, AND SET IN
 BX0643'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0645 ***********************************************************************
 BX0645  DESIGNATION -  RINGGOLD RM 3
 BX0645  PID         -  BX0645
 BX0645  STATE/COUNTY-  LA/RAPIDES
 BX0645  USGS QUAD   -  ALEXANDRIA (1992)
 BX0645
 BX0645                         *CURRENT SURVEY CONTROL
 BX0645  ___________________________________________________________________
 BX0645* NAD 83(1986)-  31 21 04.     (N)    092 24 57.     (W)     SCALED    
 BX0645* NAVD 88     -        53.69   (+/-2cm)     176.1    (feet)  VERTCON   
 BX0645  ___________________________________________________________________
 BX0645  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX0645
 BX0645  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0645
 BX0645.The horizontal coordinates were scaled from a topographic map and have
 BX0645.an estimated accuracy of +/- 6 seconds.
 BX0645
 BX0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0645.The vertical order pertains to the NGVD 29 superseded value.
 BX0645
 BX0645.The geoid height was determined by GEOID03.
 BX0645
 BX0645;                    North         East    Units  Estimated Accuracy
 BX0645;SPC LA N     -    94,370.    1,008,010.      MT  (+/- 180 meters Scaled)
 BX0645
 BX0645                          SUPERSEDED SURVEY CONTROL
 BX0645
 BX0645  NGVD 29 (??/??/??)   53.675  (m)          176.10   (f) ADJUSTED    1 2
 BX0645
 BX0645.Superseded values are not recommended for survey control.
 BX0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0645.See file dsdata.txt to determine how the superseded data were derived.
 BX0645
 BX0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ555686(NAD 83)
 BX0645_MARKER: DR = REFERENCE MARK DISK
 BX0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0645_STAMPING: RINGOLD NO 3 1966
 BX0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0645+STABILITY: SURFACE MOTION
 BX0645
 BX0645  HISTORY     - Date     Condition        Report By
 BX0645  HISTORY     - 1966     MONUMENTED       CGS
 BX0645
 BX0645                          STATION DESCRIPTION
 BX0645
 BX0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0645'2.4 MI NE FROM PINEVILLE.
 BX0645'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 165 BUSINESS ROUTE FROM
 BX0645'THE POST OFFICE AT PINEVILLE, THENCE 0.1 MILE NORTHWEST ALONG BAYWOOD
 BX0645'DRIVE, IN SECTION 1, T 4 N, R 1 W, 27 FEET NORTHEAST OF THE NORTH
 BX0645'CORNER OF THE J.D. CLARK RESIDENCE WHICH IS HOUSE NUMBER 33, 120.55
 BX0645'FEET NORTHEAST OF RINGGOLD TRIANGULATION STATION, 46 FEET SOUTHEAST OF
 BX0645'THE EAST CORNER OF HOUSE NUMBER 31, 26 FEET WEST OF A NORTH-SOUTH
 BX0645'PROPERTY LINE FENCE, 15 FEET EAST OF AN 8-INCH MAGNOLIA TREE, AND SET
 BX0645'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3123 ***********************************************************************
 CQ3123  DESIGNATION -  RINGGOLD RM 3
 CQ3123  PID         -  CQ3123
 CQ3123  STATE/COUNTY-  LA/BIENVILLE
 CQ3123  USGS QUAD   -  RINGGOLD (1972)
 CQ3123
 CQ3123                         *CURRENT SURVEY CONTROL
 CQ3123  ___________________________________________________________________
 CQ3123* NAD 83(1992)-  32 18 40.75154(N)    093 16 46.64962(W)     ADJUSTED  
 CQ3123* NAVD 88     -        91.17   (+/-2cm)     299.1    (feet)  VERTCON   
 CQ3123  ___________________________________________________________________
 CQ3123  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CQ3123  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3123
 CQ3123  HORZ ORDER  -  SECOND
 CQ3123  VERT ORDER  -  THIRD ? (See Below)
 CQ3123
 CQ3123.The horizontal coordinates were established by classical geodetic methods
 CQ3123.and adjusted by the National Geodetic Survey in January 1993..
 CQ3123
 CQ3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3123.The vertical order pertains to the NGVD 29 superseded value.
 CQ3123
 CQ3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3123
 CQ3123.The geoid height was determined by GEOID03.
 CQ3123
 CQ3123;                    North         East     Units Scale Factor Converg.
 CQ3123;SPC LA N     -   201,096.010   926,585.968   MT  0.99993826   -0 24 43.9
 CQ3123;SPC LA N     -   659,762.49  3,039,974.13   sFT  0.99993826   -0 24 43.9
 CQ3123;UTM  15      - 3,574,978.335   473,677.522   MT  0.99960854   -0 08 58.1
 CQ3123
 CQ3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3123!SPC LA N     -   0.99998975  x   0.99993826  =   0.99992801
 CQ3123!UTM  15      -   0.99998975  x   0.99960854  =   0.99959829
 CQ3123
 CQ3123|---------------------------------------------------------------------|
 CQ3123| PID    Reference Object                     Distance      Geod. Az  |
 CQ3123|                                                           dddmmss.s |
 CQ3123| CQ3345 RINGGOLD RM 1                        50.737 METERS 07307     |
 CQ3123| CQ3121 RINGGOLD                             14.181 METERS 09225     |
 CQ3123| CX6170 RINGGOLD AZ MK 2                                   0933117.4 |
 CQ3123| CQ3344 RINGGOLD RM 2                        31.279 METERS 15638     |
 CQ3123| CQ3103 RINGGOLD KC S MICROWAVE KJO 33      APPROX. 9.9 KM 2242831.8 |
 CQ3123| CQ3125 RINGGOLD ATT MICROWAVE KLW 25       APPROX. 8.3 KM 2501240.2 |
 CQ3123| CQ3122 RINGGOLD MUNICIPAL TANK             APPROX. 2.1 KM 3440028.9 |
 CQ3123| CQ3124 RINGGOLD LA P L MAST KKE 259        APPROX. 2.0 KM 3440735.4 |
 CQ3123|---------------------------------------------------------------------|
 CQ3123
 CQ3123                          SUPERSEDED SURVEY CONTROL
 CQ3123
 CQ3123  NAD 83(1986)-  32 18 40.76483(N)    093 16 46.64228(W) AD(       ) 2
 CQ3123  NAD 27      -  32 18 40.19845(N)    093 16 46.03023(W) AD(       ) 2
 CQ3123  NGVD 29 (07/19/86)   91.22   (m)          299.3    (f) LEVELING    3  
 CQ3123
 CQ3123.Superseded values are not recommended for survey control.
 CQ3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3123.See file dsdata.txt to determine how the superseded data were derived.
 CQ3123
 CQ3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7367874978(NAD 83)
 CQ3123_MARKER: DR = REFERENCE MARK DISK
 CQ3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3123
 CQ3123  HISTORY     - Date     Condition        Report By
 CQ3123  HISTORY     - 1969     MONUMENTED       CGS
 CQ3123
 CQ3123                          STATION DESCRIPTION
 CQ3123
 CQ3123'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3123'THE STATION IS LOCATED 1.2 MILES SOUTH OF RINGGOLD ON THE FRONT
 CQ3123'LAWN OF THE SOUTHSIDE HIGH SCHOOL.
 CQ3123'
 CQ3123'TO REACH THE STATION FROM THE POST OFFICE IN RINGGOLD, GO EAST
 CQ3123'ON STATE HIGHWAYS 4 AND 154 FOR 0.1 MILE TO THE JUNCTION OF
 CQ3123'STATE HIGHWAYS 4, 7 AND 154.  TURN RIGHT AND GO SOUTH ON STATE
 CQ3123'HIGHWAY 7 FOR 1.2 MILES TO THE SOUTHSIDE HIGH SCHOOL ON THE RIGHT,
 CQ3123'WEST, SIDE OF THE HIGHWAY AND THE STATION ON THE FRONT LAWN.
 CQ3123'
 CQ3123'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED RINGGOLD
 CQ3123'1941 NO 3 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ3123'MONUMENT THAT IS FLUSH.  IT IS 109.5 FEET WEST OF THE CENTER OF
 CQ3123'STATE HIGHWAY 7, 66 FEET NORTH OF THE CENTER OF THE CENTER DRIVE
 CQ3123'TO THE SCHOOL AND 28 FEET SOUTHEAST OF THE FLAG POLE.
 CQ3123'
 CQ3123'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CQ3123'FOR TRIANGULATION STATION RINGGOLD 1941 WERE USED FOR REFERENCE
 CQ3123'MARKS FOR THIS STATION, SEE DESCRIPTION THEREOF.
 CQ3123'
 CQ3123'HEIGHT OF LIGHT ABOVE STATION MARK 30.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3089 ***********************************************************************
 CP3089  DESIGNATION -  RISING
 CP3089  PID         -  CP3089
 CP3089  STATE/COUNTY-  LA/WEST CARROLL
 CP3089  USGS QUAD   -  GOODWILL (1988)
 CP3089
 CP3089                         *CURRENT SURVEY CONTROL
 CP3089  ___________________________________________________________________
 CP3089* NAD 83(1992)-  32 47 03.11183(N)    091 30 53.73181(W)     ADJUSTED  
 CP3089* NAVD 88     -        29.030  (meters)      95.24   (feet)  ADJUSTED  
 CP3089  ___________________________________________________________________
 CP3089  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CP3089  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3089  DYNAMIC HT  -          28.999 (meters)      95.14  (feet)  COMP
 CP3089  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 CP3089
 CP3089  HORZ ORDER  -  SECOND
 CP3089  VERT ORDER  -  SECOND    CLASS I
 CP3089
 CP3089.The horizontal coordinates were established by classical geodetic methods
 CP3089.and adjusted by the National Geodetic Survey in January 1993..
 CP3089
 CP3089.The orthometric height was determined by differential leveling
 CP3089.and adjusted by the National Geodetic Survey in July 1998..
 CP3089
 CP3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3089
 CP3089.The geoid height was determined by GEOID03.
 CP3089
 CP3089.The dynamic height is computed by dividing the NAVD 88
 CP3089.geopotential number by the normal gravity value computed on the
 CP3089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3089.degrees latitude (g = 980.6199 gals.).
 CP3089
 CP3089.The modeled gravity was interpolated from observed gravity values.
 CP3089
 CP3089;                    North         East     Units Scale Factor Converg.
 CP3089;SPC LA N     -   253,690.673 1,092,283.231   MT  1.00002891   +0 31 14.9
 CP3089;SPC LA N     -   832,316.82  3,583,599.23   sFT  1.00002891   +0 31 14.9
 CP3089;UTM  15      - 3,628,339.557   639,072.705   MT  0.99983849   +0 48 15.3
 CP3089
 CP3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3089!SPC LA N     -   0.99999953  x   1.00002891  =   1.00002844
 CP3089!UTM  15      -   0.99999953  x   0.99983849  =   0.99983802
 CP3089
 CP3089|---------------------------------------------------------------------|
 CP3089| PID    Reference Object                     Distance      Geod. Az  |
 CP3089|                                                           dddmmss.s |
 CP3089| CP3372 RISING RM 1                          47.293 METERS 05553     |
 CP3089| CP2892 FOREST MUNICIPAL TANK               APPROX. 9.3 KM 0852600.8 |
 CP3089| CP3371 RISING RM 2                          39.935 METERS 19235     |
 CP3089| CY4610 RISING AZ MK                                       2570347.1 |
 CP3089|---------------------------------------------------------------------|
 CP3089
 CP3089                          SUPERSEDED SURVEY CONTROL
 CP3089
 CP3089  NAD 83(1986)-  32 47 03.12377(N)    091 30 53.72471(W) AD(       ) 2
 CP3089  NAD 27      -  32 47 02.64642(N)    091 30 53.29679(W) AD(       ) 2
 CP3089  NGVD 29 (07/19/86)   29.1    (m)           95.     (f) VERT ANG       
 CP3089
 CP3089.Superseded values are not recommended for survey control.
 CP3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3089.See file dsdata.txt to determine how the superseded data were derived.
 CP3089
 CP3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3907328340(NAD 83)
 CP3089_MARKER: DS = TRIANGULATION STATION DISK
 CP3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3089_SP_SET: CONCRETE POST
 CP3089_STAMPING: RISING 1970
 CP3089_MARK LOGO: NGS   
 CP3089_PROJECTION: FLUSH
 CP3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3089+STABILITY: SURFACE MOTION
 CP3089
 CP3089  HISTORY     - Date     Condition        Report By
 CP3089  HISTORY     - 1970     MONUMENTED       NGS
 CP3089  HISTORY     - 1976     GOOD             NGS
 CP3089  HISTORY     - 1986     GOOD             LADTD
 CP3089
 CP3089                          STATION DESCRIPTION
 CP3089
 CP3089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3089'NO MEASUREMENT BETWEEN RM1-RM 2 DUE TO TREES ON LINE.
 CP3089'
 CP3089'THE STATION IS ABOUT 9 MILES SOUTHWEST OF OAK GROVE, 6 MILES
 CP3089'WEST OF FOREST, 5 MILES NORTHWEST OF PIONEER, 5 MILES EAST OF
 CP3089'THE BOEUF RIVER, 3 MILES EAST OF GOODWILL AND 1/2 MILE SOUTH OF
 CP3089'STATE HIGHWAY 2.  IT IS IN THE SOUTH EDGE OF THE SOUTHEAST
 CP3089'QUARTER OF SECTION 23, T 21 N, R 9 E, ON PROPERTY OF MR. BRYANT
 CP3089'GRUBBS, ROUTE 3, OAK GROVE, LOUISIANA, PHONE NUMBER GA-8-2032.
 CP3089'
 CP3089'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 585 IN
 CP3089'GOODWILL, GO NORTHEASTERLY ON STATE HIGHWAY 2 FOR 2.65 MILES TO
 CP3089'A SIDE ROAD RIGHT JUST AFTER PASSING A GULF SERVICE STATION AND
 CP3089'STORE.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.6 MILE
 CP3089'TO A T JUNCTION, TURN LEFT AND THE AZIMUTH MARK ON THE RIGHT,
 CP3089'SOUTH SIDE OF ROAD.  CONTINUE EAST ON GRAVELED ROAD FOR 0.2
 CP3089'MILE TO A DRIVEWAY TO BARN AND THE STATION ON THE RIGHT AS
 CP3089'DESCRIBED.
 CP3089'
 CP3089'STATION MARKS ARE STANDARD DISKS STAMPED RISING 1970.  THE
 CP3089'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP3089'CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT
 CP3089'IS 74 FEET NORTHEAST OF A UTILITY POLE WITH METER ATTACHED,
 CP3089'45.5 FEET WEST-NORTHWEST OF 10 INCH COTTONWOOD TREE, 29 FEET
 CP3089'EAST OF FENCE CORNER POST AND 24 FEET NORTH OF NORTHEAST CORNER
 CP3089'OF CONCRETE SLAB.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CP3089'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3089'
 CP3089'REFERENCE MARK 1, A STANDARD DISK STAMPED RISING NO 1 1970, IS
 CP3089'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3089'IS FLUSH WITH THE GROUND SURFACE.  IT IS 68.5 FEET SOUTH OF
 CP3089'FENCE CORNER POST, 40.5 FEET NORTH-NORTHEAST OF A 16 INCH OAK
 CP3089'TREE, 5 FEET NORTH-NORTHWEST OF METAL WITNESS POST WITH SIGN
 CP3089'ATTACHED AND 1 FOOT WEST OF FENCELINE.
 CP3089'
 CP3089'REFERENCE MARK 2, A STANDARD DISK STAMPED RISING NO 2 1970, IS
 CP3089'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3089'IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 74 FEET NORTH OF
 CP3089'FENCE CORNER POST, 42 FEET WEST OF A UTILITY POLE AND 11.5 FEET
 CP3089'EAST OF THE APPROXIMATE CENTER OF DRIVEWAY.
 CP3089'
 CP3089'THE AZIMUTH MARK, A STANDARD DISK STAMPED RISING 1970, IS SET
 CP3089'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3089'SET FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET SOUTH OF THE
 CP3089'APPROXIMATE CENTER OF GRAVELED ROAD, 8 FEET EAST OF UTILITY
 CP3089'POLE AND 2 FEET EAST-SOUTHEAST OF METAL WITNESS POST WITH SIGN
 CP3089'ATTACHED.
 CP3089'
 CP3089'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 CP3089
 CP3089                          STATION RECOVERY (1976)
 CP3089
 CP3089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 CP3089'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 CP3089'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 CP3089'
 CP3089'THE 1970 DESCRIPTION IS ADEQUATE TO FIND MARKS.
 CP3089'
 CP3089'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP3089'
 CP3089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3089'5 MILES WEST OF FOREST.
 CP3089
 CP3089                          STATION RECOVERY (1986)
 CP3089
 CP3089'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP3089'16.9 KM (10.5 MI) WEST FROM OAK GROVE.
 CP3089'ABOUT 14.6 KM (9.4 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3089'OAK GROVE TO A GRAVEL ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD FOR
 CP3089'1.3 KM (0.8 MI) TO THE JUNCTION WITH ANOTHER GRAVEL ROAD, THENCE WEST
 CP3089'(RIGHT) ON GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE STATION MARK ON THE
 CP3089'NORTH SIDE OF THE ROAD SET IN A PASTURE JUST SOUTHEAST OF A BARN, 22.6
 CP3089'METERS (74 FEET) NORTHEAST OF A UTILITY POLE WITH A METER ATTACHED,
 CP3089'13.9 METERS (45.5 FEET) WEST-NORTHWEST OF A 10-INCH COTTONWOOD TREE
 CP3089'AND 7.3 METERS (24 FEET) NORTH ON THE NORTHEAST CORNER OF A CONCRETE
 CP3089'SLAB.
 CP3089'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3372 ***********************************************************************
 CP3372  DESIGNATION -  RISING RM 1
 CP3372  PID         -  CP3372
 CP3372  STATE/COUNTY-  LA/WEST CARROLL
 CP3372  USGS QUAD   -  GOODWILL (1988)
 CP3372
 CP3372                         *CURRENT SURVEY CONTROL
 CP3372  ___________________________________________________________________
 CP3372* NAD 83(1986)-  32 47 02.     (N)    091 30 53.     (W)     SCALED    
 CP3372* NAVD 88     -        29.171  (meters)      95.71   (feet)  ADJUSTED  
 CP3372  ___________________________________________________________________
 CP3372  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3372  DYNAMIC HT  -          29.139 (meters)      95.60  (feet)  COMP
 CP3372  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 CP3372
 CP3372  VERT ORDER  -  SECOND    CLASS I
 CP3372
 CP3372.The horizontal coordinates were scaled from a topographic map and have
 CP3372.an estimated accuracy of +/- 6 seconds.
 CP3372
 CP3372.The orthometric height was determined by differential leveling
 CP3372.and adjusted by the National Geodetic Survey in July 1998..
 CP3372
 CP3372.The geoid height was determined by GEOID03.
 CP3372
 CP3372.The dynamic height is computed by dividing the NAVD 88
 CP3372.geopotential number by the normal gravity value computed on the
 CP3372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3372.degrees latitude (g = 980.6199 gals.).
 CP3372
 CP3372.The modeled gravity was interpolated from observed gravity values.
 CP3372
 CP3372;                    North         East    Units  Estimated Accuracy
 CP3372;SPC LA N     -   253,660.    1,092,300.      MT  (+/- 180 meters Scaled)
 CP3372
 CP3372                          SUPERSEDED SURVEY CONTROL
 CP3372
 CP3372.No superseded survey control is available for this station.
 CP3372
 CP3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS390283(NAD 83)
 CP3372_MARKER: DR = REFERENCE MARK DISK
 CP3372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3372_SP_SET: CONCRETE POST
 CP3372_STAMPING: RISING NO 1 1970
 CP3372_MARK LOGO: NGS   
 CP3372_PROJECTION: FLUSH
 CP3372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3372+STABILITY: SURFACE MOTION
 CP3372
 CP3372  HISTORY     - Date     Condition        Report By
 CP3372  HISTORY     - 1970     MONUMENTED       NGS
 CP3372  HISTORY     - 1986     GOOD             LADTD
 CP3372
 CP3372                          STATION DESCRIPTION
 CP3372
 CP3372'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3372'16.9 KM (10.5 MI) WEST FROM OAK GROVE.
 CP3372'ABOUT 14.6 KM (9.4 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3372'OAK GROVE TO A GRAVEL ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD FOR
 CP3372'1.3 KM (0.8 MI) TO THE JUNCTION WITH ANOTHER GRAVEL ROAD, THENCE WEST
 CP3372'(RIGHT) ON THE GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE REFERENCE MARK
 CP3372'ON THE NORTH SIDE OF THE GRAVEL ROAD SET IN A PASTURE EAST OF A BARN,
 CP3372'20.9 METERS (68.5 FEET) SOUTH OF A FENCE CORNER POST, 12.3 METERS
 CP3372'(40.5 FEET) NORTH-NORTHEAST OF A 16-INCH OAK TREE AND 0.31 METERS
 CP3372'(1 FOOT) WEST OF A FENCELINE.
 CP3372'THE MARK IS 1.52 METERS  NNW FROM A WITNESS POST.
 CP3372'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3371 ***********************************************************************
 CP3371  DESIGNATION -  RISING RM 2
 CP3371  PID         -  CP3371
 CP3371  STATE/COUNTY-  LA/WEST CARROLL
 CP3371  USGS QUAD   -  GOODWILL (1988)
 CP3371
 CP3371                         *CURRENT SURVEY CONTROL
 CP3371  ___________________________________________________________________
 CP3371* NAD 83(1986)-  32 47 02.     (N)    091 30 53.     (W)     SCALED    
 CP3371* NAVD 88     -        28.925  (meters)      94.90   (feet)  ADJUSTED  
 CP3371  ___________________________________________________________________
 CP3371  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP3371  DYNAMIC HT  -          28.894 (meters)      94.80  (feet)  COMP
 CP3371  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 CP3371
 CP3371  VERT ORDER  -  SECOND    CLASS I
 CP3371
 CP3371.The horizontal coordinates were scaled from a topographic map and have
 CP3371.an estimated accuracy of +/- 6 seconds.
 CP3371
 CP3371.The orthometric height was determined by differential leveling
 CP3371.and adjusted by the National Geodetic Survey in July 1998..
 CP3371
 CP3371.The geoid height was determined by GEOID03.
 CP3371
 CP3371.The dynamic height is computed by dividing the NAVD 88
 CP3371.geopotential number by the normal gravity value computed on the
 CP3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3371.degrees latitude (g = 980.6199 gals.).
 CP3371
 CP3371.The modeled gravity was interpolated from observed gravity values.
 CP3371
 CP3371;                    North         East    Units  Estimated Accuracy
 CP3371;SPC LA N     -   253,660.    1,092,300.      MT  (+/- 180 meters Scaled)
 CP3371
 CP3371                          SUPERSEDED SURVEY CONTROL
 CP3371
 CP3371.No superseded survey control is available for this station.
 CP3371
 CP3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS390283(NAD 83)
 CP3371_MARKER: DR = REFERENCE MARK DISK
 CP3371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3371_SP_SET: CONCRETE POST
 CP3371_STAMPING: RISING NO 2 1970
 CP3371_MARK LOGO: NGS   
 CP3371_PROJECTION: FLUSH
 CP3371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3371+STABILITY: SURFACE MOTION
 CP3371
 CP3371  HISTORY     - Date     Condition        Report By
 CP3371  HISTORY     - 1970     MONUMENTED       NGS
 CP3371  HISTORY     - 1986     GOOD             LADTD
 CP3371
 CP3371                          STATION DESCRIPTION
 CP3371
 CP3371'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3371'16.9 KM (10.5 MI) WEST FROM OAK GROVE.
 CP3371'ABOUT 14.6KM (9.4 MI) WEST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3371'OAK GROVE TO A GRAVEL ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD FOR
 CP3371'1.3 KM (0.8 MI) TO THE JUNCTION WITH ANOTHER GRAVEL ROAD, THENCE WEST
 CP3371'(RIGHT) ON THE GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE REFERENCE MARK
 CP3371'ON THE NORTH SIDE OF THE GRAVEL ROAD SET IN A PASTURE JUST SOUTHEAST
 CP3371'OF A BARN, 22.6 METERS (74 FEET) NORTH OF A FENCE CORNER POST, 12.8
 CP3371'METERS (42 FEET) WEST OF A UTILITY POLE AND 3,5 METERS (11.5 FEET)
 CP3371'EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO THE BARN.
 CP3371'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2515 ***********************************************************************
 BW2515  DESIGNATION -  RIVER
 BW2515  PID         -  BW2515
 BW2515  STATE/COUNTY-  LA/AVOYELLES
 BW2515  USGS QUAD   -  LAC SAINTE AGNES (1982)
 BW2515
 BW2515                         *CURRENT SURVEY CONTROL
 BW2515  ___________________________________________________________________
 BW2515* NAD 83(1992)-  31 13 38.98240(N)    091 58 05.85304(W)     ADJUSTED  
 BW2515* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 BW2515  ___________________________________________________________________
 BW2515  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BW2515  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BW2515
 BW2515  HORZ ORDER  -  FIRST
 BW2515
 BW2515.The horizontal coordinates were established by classical geodetic methods
 BW2515.and adjusted by the National Geodetic Survey in January 1993..
 BW2515
 BW2515.The orthometric height was scaled from a topographic map.
 BW2515
 BW2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2515
 BW2515.The geoid height was determined by GEOID03.
 BW2515
 BW2515;                    North         East     Units Scale Factor Converg.
 BW2515;SPC LA N     -    80,786.757 1,050,658.506   MT  0.99998676   +0 16 52.0
 BW2515;SPC LA N     -   265,047.89  3,447,035.45   sFT  0.99998676   +0 16 52.0
 BW2515;UTM  15      - 3,455,273.232   598,260.927   MT  0.99971909   +0 32 05.7
 BW2515
 BW2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2515!SPC LA N     -   1.00000185  x   0.99998676  =   0.99998861
 BW2515!UTM  15      -   1.00000185  x   0.99971909  =   0.99972094
 BW2515
 BW2515|---------------------------------------------------------------------|
 BW2515| PID    Reference Object                     Distance      Geod. Az  |
 BW2515|                                                           dddmmss.s |
 BW2515| BW2514 EMILE                               123.225 METERS 05258     |
 BW2515| CY4612 RIVER RM 1                           50.675 METERS 05909     |
 BW2515| CY4613 RIVER RM 2                           36.088 METERS 15550     |
 BW2515| BX2572 MARKSVILLE MUNICIPAL TANK           APPROX.14.6 KM 2192354.5 |
 BW2515| BX2581 MARKSVILLE ST JOSEPHS CH TWR        APPROX.14.9 KM 2192910.2 |
 BW2515| CY4611 RIVER AZ MK                                        2464650.2 |
 BW2515|---------------------------------------------------------------------|
 BW2515
 BW2515                          SUPERSEDED SURVEY CONTROL
 BW2515
 BW2515  NAD 83(1986)-  31 13 39.00201(N)    091 58 05.84973(W) AD(       ) 1
 BW2515  NAD 27      -  31 13 38.33245(N)    091 58 05.40608(W) AD(       ) 1
 BW2515
 BW2515.Superseded values are not recommended for survey control.
 BW2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2515.See file dsdata.txt to determine how the superseded data were derived.
 BW2515
 BW2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9826155273(NAD 83)
 BW2515_MARKER: DS = TRIANGULATION STATION DISK
 BW2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2515
 BW2515  HISTORY     - Date     Condition        Report By
 BW2515  HISTORY     - 1941     MONUMENTED       CGS
 BW2515  HISTORY     - 1959     MARK NOT FOUND   CGS
 BW2515  HISTORY     - 1961     MARK NOT FOUND   USGS
 BW2515
 BW2515                          STATION DESCRIPTION
 BW2515
 BW2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2515'STATION IS ABOUT 11.1 MILES NE OF MARKSVILLE, AT THE N SIDE OF
 BW2515'SEC. 21, T. 3 N., R. 5 E., ON THE N SIDE OF STATE HIGHWAY 116
 BW2515'ABOUT 200 YARDS W OF THE HOME OF EMILE BORDELON, 35 FEET W
 BW2515'OF THE CENTER OF STATE HIGHWAY 116, 42 FEET E OF THE CENTER OF
 BW2515'THE LEVEE, 8 FEET W OF A FENCE AND 8 FEET W OF A WHITE REFERENCE
 BW2515'POST.  IT IS STAMPED RIVER 1941 AND PROJECTS ABOUT 4 INCHES.
 BW2515'
 BW2515'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2515'BRONZE DISKS SET IN CONCRETE.
 BW2515'
 BW2515'REFERENCE MARK NO. 1 IS 20 FEET SE OF THE CENTER OF STATE
 BW2515'HIGHWAY 116 AND 1 FOOT NW OF A FENCE.  IT IS STAMPED RIVER
 BW2515'NO. 1, 1941 AND PROJECTS ABOUT 6 INCHES.
 BW2515'
 BW2515'REFERENCE MARK NO. 2 IS 20 FEET S OF THE CENTER OF STATE
 BW2515'HIGHWAY 116 AND 1 FOOT N OF A FENCE.  IT IS STAMPED RIVER NO.
 BW2515'2, 1941 AND PROJECTS ABOUT 8 INCHES.
 BW2515'
 BW2515'THE AZIMUTH MARK IS ON THE N SIDE OF STATE HIGHWAY 116 AND
 BW2515'ON THE N SIDE OF THE LEVEE, 40 FEET SE OF A SMALL SHED, 10 FEET
 BW2515'W OF A WHITE REFERENCE POST AND 1 FOOT E OF A FENCE.  IT IS
 BW2515'STAMPED RIVER 1941 AND PROJECTS ABOUT 6 INCHES.
 BW2515'
 BW2515'A TRAVERSE CONNECTION WAS MADE TO BM EMILE (USE).  IT IS
 BW2515'ABOUT 103 FEET W OF THE NW CORNER OF THE BORDELON HOUSE, 23
 BW2515'FEET SE OF THE CENTER OF STATE HIGHWAY 116, 20 FEET SW OF A
 BW2515'FENCE CORNER, 53 FEET NW OF A 20-INCH BOX ELDER TREE AND 3
 BW2515'FEET S OF A FENCE.  IT IS A STANDARD U.S.E. STONE PIPE BENCH
 BW2515'WITH A BRASS CAP STAMPED BM EMILE AND PROJECTING ABOUT 10
 BW2515'INCHES.
 BW2515'
 BW2515'A 126-FOOT SIGNAL AT STATION LARTO IS VISIBLE AT 116 FEET.
 BW2515'
 BW2515'A 126-FOOT SIGNAL AT STATION BUCKEYE IS VISIBLE AT 116 FEET.
 BW2515'
 BW2515'A 116-FOOT SIGNAL AT STATION BEN ROUTH IS VISIBLE AT 90 FEET.
 BW2515'
 BW2515'A 116-FOOT SIGNAL AT STATION BM VICTOR IS VISIBLE AT 90 FEET.
 BW2515'
 BW2515'A 116-FOOT SIGNAL AT STATION LON IS VISIBLE AT 90 FEET.
 BW2515'
 BW2515'HEIGHT OF LIGHT ABOVE STATION MARK -38 METERS.
 BW2515
 BW2515                          STATION RECOVERY (1959)
 BW2515
 BW2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BW2515'THE STATION WAS SEARCHED FOR 10-20-59 AND NO TRACE OF THE STATION
 BW2515'MARK, REFERENCE MARKS, AZIMUTH MARK OF EM EMILE (USE) COULD BE
 BW2515'FOUND.  THE RIVER LEVEE HAS BEEN MOVED BACK FROM THE RIVER
 BW2515'ABOUT 300 FEET DESTROYING THE MARKS.  THE OLD LEVEE WAS USED
 BW2515'TO BUILD THE NEW LEVEE.
 BW2515
 BW2515                          STATION RECOVERY (1961)
 BW2515
 BW2515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BW2515'THIS STATION SEARCHED FOR BUT NOT FOUND.  IF IT IS STILL IN THE
 BW2515'GROUND IT IS BURIED UNDER ABOUT 6 FT OF RIVER SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1318 ***********************************************************************
 BW1318  DESIGNATION -  RIVER CROSSING
 BW1318  PID         -  BW1318
 BW1318  STATE/COUNTY-  LA/CONCORDIA
 BW1318  USGS QUAD   -  DEER PARK (1983)
 BW1318
 BW1318                         *CURRENT SURVEY CONTROL
 BW1318  ___________________________________________________________________
 BW1318* NAD 83(1986)-  31 27 41.     (N)    091 31 26.     (W)     SCALED    
 BW1318* NAVD 88     -        18.39   (+/-2cm)      60.3    (feet)  VERTCON   
 BW1318  ___________________________________________________________________
 BW1318  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BW1318
 BW1318  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1318
 BW1318.The horizontal coordinates were scaled from a topographic map and have
 BW1318.an estimated accuracy of +/- 6 seconds.
 BW1318
 BW1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1318.The vertical order pertains to the NGVD 29 superseded value.
 BW1318
 BW1318.The geoid height was determined by GEOID03.
 BW1318
 BW1318;                    North         East    Units  Estimated Accuracy
 BW1318;SPC LA N     -   107,010.    1,092,770.      MT  (+/- 180 meters Scaled)
 BW1318
 BW1318                          SUPERSEDED SURVEY CONTROL
 BW1318
 BW1318  NGVD 29 (??/??/92)   18.379  (m)           60.30   (f) ADJ UNCH    1 2
 BW1318
 BW1318.Superseded values are not recommended for survey control.
 BW1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1318.See file dsdata.txt to determine how the superseded data were derived.
 BW1318
 BW1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ402816(NAD 83)
 BW1318_MARKER: DB = BENCH MARK DISK
 BW1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1318_SP_SET: CULVERT
 BW1318_STAMPING: PBM RIVER CORSSING 1940
 BW1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1318
 BW1318  HISTORY     - Date     Condition        Report By
 BW1318  HISTORY     - 1940     MONUMENTED       CGS
 BW1318  HISTORY     - 1968     MARK NOT FOUND   NGS
 BW1318
 BW1318                          STATION DESCRIPTION
 BW1318
 BW1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BW1318'9 MI SW FROM VIDALIA.
 BW1318'9 MILES SOUTHWEST OF VIDALIA, CONCORDIA PARISH, ON THE WEST BANK OF
 BW1318'MISSISSIPPI RIVER, 1065 FEET WEST OF WARNICOTT LIGHT 715.9, 120 FEET
 BW1318'WEST OF THE CENTERLINE OF THE OLD LEVEE, 36 FEET NORTHEAST OF THE
 BW1318'INTERSECTION OF A NORTH-AND-SOUTH ROAD AND A ROAD OVER THE LEVEE, AT A
 BW1318'CONCRETE CULVERT UNDER THE NORTH-AND-SOUTH ROAD PARALLELING THE OLD
 BW1318'LEVEE, IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL, AND 12
 BW1318'FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK.  NOTE--
 BW1318'THIS BENCH MARK MAY BE REACHED FROM THE TEXAS AND PACIFIC RAILWAY
 BW1318'STATION AT VIDALIA BY GOING 9.4 MILES SOUTH ALONG A GRAVEL ROAD ON THE
 BW1318'WEST BANK OF THE RIVER, THENCE 0.9 MILE SOUTH ALONG A GRAVEL ROAD ON
 BW1318'THE TOP OF THE MAIN LEVEE, THENCE 0.6 MILE EAST ALONG AN OLD ROAD DOWN
 BW1318'THE SIDE OF THE MAIN LEVEE AND ONTO A GRADED DIRT ROAD ACROSS A MUD
 BW1318'FLAT, AND 0.6 MILE SOUTH ALONG A ROAD PARALLELING THE OLD LEVEE TO A
 BW1318'ROAD INTERSECTION.
 BW1318
 BW1318                          STATION RECOVERY (1968)
 BW1318
 BW1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BW1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1046 ***********************************************************************
 BJ1046  DESIGNATION -  RIVER MISSISSIPPI MP 36
 BJ1046  PID         -  BJ1046
 BJ1046  STATE/COUNTY-  LA/IBERVILLE
 BJ1046  USGS QUAD   -  WHITE CASTLE (1992)
 BJ1046
 BJ1046                         *CURRENT SURVEY CONTROL
 BJ1046  ___________________________________________________________________
 BJ1046* NAD 83(1986)-  30 11 05.     (N)    091 08 52.     (W)     SCALED    
 BJ1046* NAVD 88     -         7.686  (meters)      25.22   (feet)  ADJUSTED  
 BJ1046  ___________________________________________________________________
 BJ1046  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ1046  DYNAMIC HT  -           7.676 (meters)      25.18  (feet)  COMP
 BJ1046  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 BJ1046
 BJ1046  VERT ORDER  -  FIRST     CLASS I
 BJ1046
 BJ1046.The horizontal coordinates were scaled from a topographic map and have
 BJ1046.an estimated accuracy of +/- 6 seconds.
 BJ1046
 BJ1046.The orthometric height was determined by differential leveling
 BJ1046.and adjusted by the National Geodetic Survey in February 1994..
 BJ1046
 BJ1046.The geoid height was determined by GEOID03.
 BJ1046
 BJ1046.The dynamic height is computed by dividing the NAVD 88
 BJ1046.geopotential number by the normal gravity value computed on the
 BJ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1046.degrees latitude (g = 980.6199 gals.).
 BJ1046
 BJ1046.The modeled gravity was interpolated from observed gravity values.
 BJ1046
 BJ1046;                    North         East    Units  Estimated Accuracy
 BJ1046;SPC LA S     -   186,760.    1,017,870.      MT  (+/- 180 meters Scaled)
 BJ1046
 BJ1046                          SUPERSEDED SURVEY CONTROL
 BJ1046
 BJ1046  NGVD 29 (??/??/??)    7.749  (m)           25.42   (f) ADJUSTED    1 1
 BJ1046
 BJ1046.Superseded values are not recommended for survey control.
 BJ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1046.See file dsdata.txt to determine how the superseded data were derived.
 BJ1046
 BJ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP783407(NAD 83)
 BJ1046_MARKER: DD = SURVEY DISK
 BJ1046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1046_SP_SET: SHALLOW-SET PIPE
 BJ1046_STAMPING: MILE 36 MSL 1952 C OF E
 BJ1046_MARK LOGO: USE   
 BJ1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1046
 BJ1046  HISTORY     - Date     Condition        Report By
 BJ1046  HISTORY     - 1952     MONUMENTED       DOD
 BJ1046  HISTORY     - 1964     GOOD             CGS
 BJ1046  HISTORY     - 1976     GOOD             NGS
 BJ1046  HISTORY     - 1986     GOOD             NGS
 BJ1046
 BJ1046                          STATION DESCRIPTION
 BJ1046
 BJ1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1046'3.65 MI SW FROM CARVILLE.
 BJ1046'ABOUT 3.65 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION
 BJ1046'OF STATE HIGHWAY 30 AT CARVILLE, ABOUT 0.15 MILE SOUTHEAST OF THE MT.
 BJ1046'CALVARY BAPTIST CHURCH, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 BJ1046'HIGHWAY, 11 FEET NORTHWEST OF A 36 INCH PECAN TREE THAT IS IN A FENCE
 BJ1046'LINE, 1.7 FEET SOUTHWEST OF A FENCE LINE, 3 1/2 FEET SOUTHEAST OF A
 BJ1046'4-BY-6-INCH WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK
 BJ1046'ON THE TOP OF AN IRON PIPE SET IN CONCRETE AND FLUSH WITH THE GROUND.
 BJ1046
 BJ1046                          STATION RECOVERY (1976)
 BJ1046
 BJ1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1046'3.65 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION OF
 BJ1046'STATE HIGHWAY 75 AT CARVILLE, ABOUT 0.15 MILE SOUTHEAST OF MT. CALVARY
 BJ1046'BAPTIST CHURCH, 16 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BJ1046'11 FEET NORTHWEST OF A 40-INCH PECAN TREE WHICH IS IN A FENCE LINE,
 BJ1046'1.7 FEET SOUTHWEST OF A FENCE LINE, 3.5 FEET SOUTHEAST OF A 4 BY 6-
 BJ1046'INCH WOODEN WITNESS POST.
 BJ1046
 BJ1046                          STATION RECOVERY (1986)
 BJ1046
 BJ1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1043 ***********************************************************************
 BJ1043  DESIGNATION -  RIVER MISSISSIPPI MP 35
 BJ1043  PID         -  BJ1043
 BJ1043  STATE/COUNTY-  LA/IBERVILLE
 BJ1043  USGS QUAD   -  WHITE CASTLE (1992)
 BJ1043
 BJ1043                         *CURRENT SURVEY CONTROL
 BJ1043  ___________________________________________________________________
 BJ1043* NAD 83(1986)-  30 11 46.     (N)    091 09 10.     (W)     SCALED    
 BJ1043* NAVD 88     -         7.514  (meters)      24.65   (feet)  ADJUSTED  
 BJ1043  ___________________________________________________________________
 BJ1043  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1043  DYNAMIC HT  -           7.504 (meters)      24.62  (feet)  COMP
 BJ1043  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 BJ1043
 BJ1043  VERT ORDER  -  FIRST     CLASS I
 BJ1043
 BJ1043.The horizontal coordinates were scaled from a topographic map and have
 BJ1043.an estimated accuracy of +/- 6 seconds.
 BJ1043
 BJ1043.The orthometric height was determined by differential leveling
 BJ1043.and adjusted by the National Geodetic Survey in February 1994..
 BJ1043
 BJ1043.The geoid height was determined by GEOID03.
 BJ1043
 BJ1043.The dynamic height is computed by dividing the NAVD 88
 BJ1043.geopotential number by the normal gravity value computed on the
 BJ1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1043.degrees latitude (g = 980.6199 gals.).
 BJ1043
 BJ1043.The modeled gravity was interpolated from observed gravity values.
 BJ1043
 BJ1043;                    North         East    Units  Estimated Accuracy
 BJ1043;SPC LA S     -   188,020.    1,017,390.      MT  (+/- 180 meters Scaled)
 BJ1043
 BJ1043                          SUPERSEDED SURVEY CONTROL
 BJ1043
 BJ1043  NGVD 29 (??/??/??)    7.613  (m)           24.98   (f) ADJUSTED    1 1
 BJ1043
 BJ1043.Superseded values are not recommended for survey control.
 BJ1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1043.See file dsdata.txt to determine how the superseded data were derived.
 BJ1043
 BJ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP778419(NAD 83)
 BJ1043_MARKER: DD = SURVEY DISK
 BJ1043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1043_SP_SET: SHALLOW-SET PIPE
 BJ1043_STAMPING: MILE 35 MSL 1952 C OF E
 BJ1043_MARK LOGO: USE   
 BJ1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1043
 BJ1043  HISTORY     - Date     Condition        Report By
 BJ1043  HISTORY     - 1952     MONUMENTED       DOD
 BJ1043  HISTORY     - 1964     GOOD             CGS
 BJ1043  HISTORY     - 1976     GOOD             NGS
 BJ1043  HISTORY     - 1986     GOOD             NGS
 BJ1043
 BJ1043                          STATION DESCRIPTION
 BJ1043
 BJ1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1043'4.55 MI SW FROM CARVILLE.
 BJ1043'ABOUT 4.55 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION
 BJ1043'OF STATE HIGHWAY 30 AT CARVILLE, ABOUT 48 YARDS SOUTH OF THE CENTER
 BJ1043'LINE OF A GRAVEL ROAD LEADING EAST TO BARN AND STOCK PENS, 22 FEET
 BJ1043'EAST OF THE CENTER LINE OF THE HIGHWAY, 84 FEET NORTH OF A T FENCE
 BJ1043'CORNER, 0.8 FOOT WEST OF A FENCE LINE, 3 FEET NORTH OF A 4-BY-6 INCHES
 BJ1043'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP
 BJ1043'OF AN IRON PIPE SET IN CONCRETE FLUSH WITH THE GROUND.
 BJ1043
 BJ1043                          STATION RECOVERY (1976)
 BJ1043
 BJ1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1043'4.55 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION OF
 BJ1043'STATE HIGHWAY 75 AT CARVILLE, ABOUT 48 YARDS SOUTH OF THE CENTER
 BJ1043'OF A GRAVEL ROAD LEADING EAST TO A BARN AND STOCK PENS, 22 FEET
 BJ1043'EAST OF THE CENTER LINE OF THE HIGHWAY, 84 FEET NORTH OF A T
 BJ1043'FENCE CORNER, 0.8 FOOT WEST OF A FENCE LINE, 3 FEET NORTH OF A
 BJ1043'4 BY 6-INCH WOODEN WITNESS POST.
 BJ1043
 BJ1043                          STATION RECOVERY (1986)
 BJ1043
 BJ1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1041 ***********************************************************************
 BJ1041  DESIGNATION -  RIVER MISSISSIPPI MP 34
 BJ1041  PID         -  BJ1041
 BJ1041  STATE/COUNTY-  LA/IBERVILLE
 BJ1041  USGS QUAD   -  WHITE CASTLE (1992)
 BJ1041
 BJ1041                         *CURRENT SURVEY CONTROL
 BJ1041  ___________________________________________________________________
 BJ1041* NAD 83(1986)-  30 12 27.     (N)    091 08 51.     (W)     SCALED    
 BJ1041* NAVD 88     -         7.120  (meters)      23.36   (feet)  ADJUSTED  
 BJ1041  ___________________________________________________________________
 BJ1041  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1041  DYNAMIC HT  -           7.110 (meters)      23.33  (feet)  COMP
 BJ1041  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 BJ1041
 BJ1041  VERT ORDER  -  FIRST     CLASS I
 BJ1041
 BJ1041.The horizontal coordinates were scaled from a topographic map and have
 BJ1041.an estimated accuracy of +/- 6 seconds.
 BJ1041
 BJ1041.The orthometric height was determined by differential leveling
 BJ1041.and adjusted by the National Geodetic Survey in February 1994..
 BJ1041
 BJ1041.The geoid height was determined by GEOID03.
 BJ1041
 BJ1041.The dynamic height is computed by dividing the NAVD 88
 BJ1041.geopotential number by the normal gravity value computed on the
 BJ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1041.degrees latitude (g = 980.6199 gals.).
 BJ1041
 BJ1041.The modeled gravity was interpolated from observed gravity values.
 BJ1041
 BJ1041;                    North         East    Units  Estimated Accuracy
 BJ1041;SPC LA S     -   189,280.    1,017,890.      MT  (+/- 180 meters Scaled)
 BJ1041
 BJ1041                          SUPERSEDED SURVEY CONTROL
 BJ1041
 BJ1041  NGVD 29 (??/??/??)    7.196  (m)           23.61   (f) ADJUSTED    1 1
 BJ1041
 BJ1041.Superseded values are not recommended for survey control.
 BJ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1041.See file dsdata.txt to determine how the superseded data were derived.
 BJ1041
 BJ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP783432(NAD 83)
 BJ1041_MARKER: DD = SURVEY DISK
 BJ1041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1041_SP_SET: SHALLOW-SET PIPE
 BJ1041_STAMPING: MILE NO 34 MSL 1952 C OF E
 BJ1041_MARK LOGO: USE   
 BJ1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1041
 BJ1041  HISTORY     - Date     Condition        Report By
 BJ1041  HISTORY     - 1952     MONUMENTED       DOD
 BJ1041  HISTORY     - 1964     GOOD             CGS
 BJ1041  HISTORY     - 1976     GOOD             NGS
 BJ1041  HISTORY     - 1986     GOOD             NGS
 BJ1041
 BJ1041                          STATION DESCRIPTION
 BJ1041
 BJ1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1041'4.65 MI SW FROM SAINT GABRIEL.
 BJ1041'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1041'STATE HIGHWAY 74, THENCE 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 141,
 BJ1041'ABOUT 110 YARDS NORTHEAST OF A SMALL RED HOUSE, IN A FENCE LINE OF A
 BJ1041'LARGE PASTURE AND PECAN GROVE, 21 FEET SOUTHEAST OF THE CENTER LINE OF
 BJ1041'THE HIGHWAY, 60 1/2 FEET SOUTHWEST OF POWER LINE POLE NO. 46, 252 FEET
 BJ1041'NORTHEAST OF BENCH MARK W 192 DESCRIBED, 2 FEET SOUTHEAST OF A
 BJ1041'4-BY-6-INCH WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK
 BJ1041'ON THE TOP OF AN IRON PIPE FLUSH WITH THE GROUND AND SET IN CONCRETE.
 BJ1041
 BJ1041                          STATION RECOVERY (1976)
 BJ1041
 BJ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1041'1.7 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE JUNCTION OF STATE
 BJ1041'HIGHWAY 74 AT ST GABRIEL, THENCE 2.95 MILES SOUTHWEST ALONG STATE
 BJ1041'HIGHWAY 141, ABOUT 110 YARDS NORTHEAST OF A SMALL RED HOUSE, IN A
 BJ1041'FENCE LINE OF A LARGE PASTURE AND PECAN GROVE, 21 FEET SOUTHEAST
 BJ1041'OF THE CENTER LINE OF THE HIGHWAY, 60.5 FEET SOUTHEAST OF POWER POLE
 BJ1041'NUMBER 46, 252 FEET NORTHEAST OF BENCH MARK W 192.
 BJ1041
 BJ1041                          STATION RECOVERY (1986)
 BJ1041
 BJ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1039 ***********************************************************************
 BJ1039  DESIGNATION -  RIVER MISSISSIPPI MP 33
 BJ1039  PID         -  BJ1039
 BJ1039  STATE/COUNTY-  LA/IBERVILLE
 BJ1039  USGS QUAD   -  WHITE CASTLE (1992)
 BJ1039
 BJ1039                         *CURRENT SURVEY CONTROL
 BJ1039  ___________________________________________________________________
 BJ1039* NAD 83(1986)-  30 13 09.     (N)    091 08 19.     (W)     SCALED    
 BJ1039* NAVD 88     -         7.375  (meters)      24.20   (feet)  ADJUSTED  
 BJ1039  ___________________________________________________________________
 BJ1039  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ1039  DYNAMIC HT  -           7.365 (meters)      24.16  (feet)  COMP
 BJ1039  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 BJ1039
 BJ1039  VERT ORDER  -  FIRST     CLASS I
 BJ1039
 BJ1039.The horizontal coordinates were scaled from a topographic map and have
 BJ1039.an estimated accuracy of +/- 6 seconds.
 BJ1039
 BJ1039.The orthometric height was determined by differential leveling
 BJ1039.and adjusted by the National Geodetic Survey in February 1994..
 BJ1039
 BJ1039.The geoid height was determined by GEOID03.
 BJ1039
 BJ1039.The dynamic height is computed by dividing the NAVD 88
 BJ1039.geopotential number by the normal gravity value computed on the
 BJ1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1039.degrees latitude (g = 980.6199 gals.).
 BJ1039
 BJ1039.The modeled gravity was interpolated from observed gravity values.
 BJ1039
 BJ1039;                    North         East    Units  Estimated Accuracy
 BJ1039;SPC LA S     -   190,580.    1,018,750.      MT  (+/- 180 meters Scaled)
 BJ1039
 BJ1039                          SUPERSEDED SURVEY CONTROL
 BJ1039
 BJ1039  NGVD 29 (??/??/??)    7.447  (m)           24.43   (f) ADJUSTED    1 1
 BJ1039
 BJ1039.Superseded values are not recommended for survey control.
 BJ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1039.See file dsdata.txt to determine how the superseded data were derived.
 BJ1039
 BJ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP791445(NAD 83)
 BJ1039_MARKER: DD = SURVEY DISK
 BJ1039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1039_SP_SET: SHALLOW-SET PIPE
 BJ1039_STAMPING: MILE 33 MSL 1952 C OF E
 BJ1039_MARK LOGO: USE   
 BJ1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1039
 BJ1039  HISTORY     - Date     Condition        Report By
 BJ1039  HISTORY     - 1952     MONUMENTED       DOD
 BJ1039  HISTORY     - 1964     GOOD             CGS
 BJ1039  HISTORY     - 1976     GOOD             NGS
 BJ1039  HISTORY     - 1986     GOOD             NGS
 BJ1039
 BJ1039                          STATION DESCRIPTION
 BJ1039
 BJ1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1039'3.75 MI SW FROM SAINT GABRIEL.
 BJ1039'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1039'STATE HIGHWAY 74 AT SAINT GABRIEL, THENCE 2.05 MILES SOUTHWEST ALONG
 BJ1039'STATE HIGHWAY 141, ABOUT 0.15 MILE SOUTHWEST OF A DRIVEWAY LEADING TO
 BJ1039'A LARGE TWO-STORIED WHITE HOUSE, 23 1/2 FEET SOUTHEAST OF THE CENTER
 BJ1039'LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE, 53 1/2 FEET
 BJ1039'NORTHEAST OF POWER LINE POLE NO. 32, 3 FEET NORTHEAST OF A 4-BY-6-INCH
 BJ1039'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP
 BJ1039'OF AN IRON PIPE SET IN CONCRETE FLUSH WITH THE GROUND.
 BJ1039
 BJ1039                          STATION RECOVERY (1976)
 BJ1039
 BJ1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1039'1.7 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE JUNCTION OF STATE
 BJ1039'HIGHWAY 74 AT ST GABRIEL, THENCE 2.05 MILES SOUTHWEST ALONG STATE
 BJ1039'HIGHWAY 141, ABOUT 0.15 MILE SOUTHWEST OF A DRIVEWAY LEADING TO A
 BJ1039'TWO-STORY HOUSE, 23.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BJ1039'HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE, 53.5 FEET NORTHEAST OF
 BJ1039'POWER POLE NUMBER 32, 3 FEET NORTHEAST OF A 4 BY 6 INCH WOODEN
 BJ1039'WITNESS POST.
 BJ1039
 BJ1039                          STATION RECOVERY (1986)
 BJ1039
 BJ1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1112 ***********************************************************************
 BJ1112  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ1112  DESIGNATION -  RIVER MISSISSIPPI MP 65
 BJ1112  PID         -  BJ1112
 BJ1112  STATE/COUNTY-  LA/ST JAMES
 BJ1112  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ1112
 BJ1112                         *CURRENT SURVEY CONTROL
 BJ1112  ___________________________________________________________________
 BJ1112* NAD 83(1992)-  30 04 56.48728(N)    090 54 10.68208(W)     ADJUSTED  
 BJ1112* NAVD 88     -         6.14 **(meters)      20.1  **(feet)  LEVELING(2004.65)
 BJ1112  **This station is located in a subsidence area (see below).
 BJ1112  **This station is included in the VTDP model (see below).
 BJ1112  ___________________________________________________________________
 BJ1112  EPOCH DATE  -        2004.65
 BJ1112  X           -     -87,048.039 (meters)                     COMP
 BJ1112  Y           -  -5,522,982.575 (meters)                     COMP
 BJ1112  Z           -   3,178,266.693 (meters)                     COMP
 BJ1112  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ1112  ELLIP HEIGHT-         -20.39  (meters)          (06/22/05) GPS OBS
 BJ1112  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BJ1112  DYNAMIC HT  -           6.13  (meters)      20.1   (feet)  COMP
 BJ1112  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 BJ1112
 BJ1112  HORZ ORDER  -  B
 BJ1112  VERT ORDER  -  THIRD
 BJ1112  ELLP ORDER  -  FOURTH    CLASS I
 BJ1112
 BJ1112.The horizontal coordinates were established by GPS observations
 BJ1112.and adjusted by the National Geodetic Survey in June 2005..
 BJ1112.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1112.The epoch date for horizontal control is a decimal equivalence
 BJ1112.of Year/Month/Day.
 BJ1112
 BJ1112 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1112 ** and geoid heights are valid at the date of observation. These heights
 BJ1112 ** must always be validated when used as control.
 BJ1112 ** The orthometric height was determined with a Vertical Time-dependent
 BJ1112 ** Positioning (VTDP) model and has been validated through GPS observations
 BJ1112 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BJ1112 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1112 ** epoch indicated which incorporates improved geoid heights for the
 BJ1112 ** Southern Louisiana Subsidence area
 BJ1112 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1112.The orthometric height was determined by differential leveling.
 BJ1112.The vertical network tie was performed by a horz. field party for horz.
 BJ1112.obs reductions. Reset procedures were used to establish the elevation.
 BJ1112
 BJ1112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1112
 BJ1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1112
 BJ1112.The ellipsoidal height was determined by GPS observations
 BJ1112.and is referenced to NAD 83.
 BJ1112
 BJ1112.The geoid height was determined by GEOID03.
 BJ1112
 BJ1112.The dynamic height is computed by dividing the NAVD 88
 BJ1112.geopotential number by the normal gravity value computed on the
 BJ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1112.degrees latitude (g = 980.6199 gals.).
 BJ1112
 BJ1112.The modeled gravity was interpolated from observed gravity values.
 BJ1112
 BJ1112;                    North         East     Units Scale Factor Converg.
 BJ1112;SPC LA S     -   175,473.241 1,041,486.956   MT  0.99992675   +0 12 54.7
 BJ1112;SPC LA S     -   575,698.46  3,416,945.12   sFT  0.99992675   +0 12 54.7
 BJ1112;UTM  15      - 3,329,765.728   702,109.359   MT  1.00010399   +1 03 05.3
 BJ1112
 BJ1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1112!SPC LA S     -   1.00000320  x   0.99992675  =   0.99992995
 BJ1112!UTM  15      -   1.00000320  x   1.00010399  =   1.00010719
 BJ1112
 BJ1112                          SUPERSEDED SURVEY CONTROL
 BJ1112
 BJ1112  NAVD 88 (02/14/94)    6.351  (m)           20.84   (f) ADJUSTED    1 2
 BJ1112  NGVD 29 (??/??/??)    6.464  (m)           21.21   (f) ADJUSTED    1 2
 BJ1112
 BJ1112.Superseded values are not recommended for survey control.
 BJ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1112.See file dsdata.txt to determine how the superseded data were derived.
 BJ1112
 BJ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0210929766(NAD 83)
 BJ1112_MARKER: DD = SURVEY DISK
 BJ1112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1112_STAMPING: MILE 65 1952 C OF E
 BJ1112_MARK LOGO: DOD   
 BJ1112_PROJECTION: RECESSED 10 CENTIMETERS
 BJ1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1112+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 BJ1112
 BJ1112  HISTORY     - Date     Condition        Report By
 BJ1112  HISTORY     - 1952     MONUMENTED       DOD
 BJ1112  HISTORY     - 1964     GOOD             CGS
 BJ1112  HISTORY     - 1977     GOOD             NGS
 BJ1112  HISTORY     - 1986     GOOD             NGS
 BJ1112  HISTORY     - 19890626 GOOD             LADTD
 BJ1112  HISTORY     - 20040601 GOOD             NGS
 BJ1112  HISTORY     - 20051011 GOOD             NGS
 BJ1112
 BJ1112                          STATION DESCRIPTION
 BJ1112
 BJ1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1112'0.4 MI SE FROM UNION.
 BJ1112'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 44 FROM THE ST MARYS CHURCH AT
 BJ1112'UNION, NEAR THE JUNCTION OF A DRIVEWAY, 35 FEET NORTHEAST OF THE
 BJ1112'CENTER LINE OF THE HIGHWAY, 11 1/2 FEET NORTHWEST OF THE CENTER LINE
 BJ1112'OF DRIVEWAY, 2 1/2 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK,
 BJ1112'2 1/2 FEET SOUTHWEST OF A 4-BY-6 INCH WOODEN WITNESS POST, ABOUT LEVEL
 BJ1112'WITH THE HIGHWAY, A DISK ON THE TOP OF AN IRON PIPE SET IN CONCRETE
 BJ1112'FLUSH WITH THE GROUND.
 BJ1112
 BJ1112                          STATION RECOVERY (1977)
 BJ1112
 BJ1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ1112'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 44 FROM THE ST MARYS
 BJ1112'CHURCH, 2 POWER LINE POLES SOUTHEAST OF HIGHWAY MILEPOST 17, 11.5
 BJ1112'FT. NORTHWEST OF THE CENTER LINE OF A GRAVELED DRIVEWAY BETWEEN
 BJ1112'HOUSES, 34 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15.5
 BJ1112'FT. EAST OF A TELEPHONE POLE, 28.4 FT. EAST-SOUTHEAST OF THE
 BJ1112'CENTER OF A FIRE HYDRANT, 24.9 FT. NORTHWEST OF THE WEST CORNER
 BJ1112'OF A MESH WIRE FENCE, 2.5 FT. NORTHEAST OF THE NORTHEAST EDGE OF
 BJ1112'A SIDEWALK, A DISK ON THE TOP OF AN IRON PIPE SET IN CONCRETE
 BJ1112'FLUSH WITH THE GROUND. NOT LEVELED DURING 1977.
 BJ1112
 BJ1112                          STATION RECOVERY (1986)
 BJ1112
 BJ1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1112'RECOVERED IN GOOD CONDITION.
 BJ1112
 BJ1112                          STATION RECOVERY (1989)
 BJ1112
 BJ1112'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ1112'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTH OF THE SUNSHINE
 BJ1112'BRIDGE AND 0.6 KM (0.35 MI) SOUTH OF THE ST MARYS CHURCH IN UNION, 2
 BJ1112'POWERLINE POLES SOUTHEAST OF HIGHWAY MILEPOST 17.  OWNERSHIP--UNKNOWN.
 BJ1112'TO REACH THE STATION FROM THE JUNCTION OF THE SUNSHINE BRIDGE AND
 BJ1112'STATE HIGHWAY 44 ON THE EAST SIDE OF THE MISSISSIPPI RIVER, GO SOUTH
 BJ1112'FOR 1.9 KM (1.20 MI) ON HIGHWAY 44 TO THE MARK ON THE LEFT AT A
 BJ1112'GRAVELED DRIVEWAY LEADING TO A WHITE FRAME HOUSE.
 BJ1112'THE STATION IS 17.8 M (58.4 FT) SOUTHWEST FROM A POWER POLE WITH
 BJ1112'SECURITY LIGHT ATTACHED, 10.4 M (34.1 FT) NORTHEAST FROM THE CENTER OF
 BJ1112'THE HIGHWAY, 8.7 M (28.5 FT) EAST-SOUTHEAST FROM A FIRE HYDRANT, 4.7 M
 BJ1112'(15.4 FT) EAST FROM A TELEPHONE POLE AND JUNCTION BOX NUMBER 185 B,
 BJ1112'3.5 M (11.5 FT) NORTHWEST FROM THE CENTER OF THE DRIVEWAY AND 0.8 M
 BJ1112'(2.6 FT) NORTHEAST FROM THE NORTHEAST EDGE OF A SIDEWALK.  THE MARK IS
 BJ1112'ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ1112
 BJ1112                          STATION RECOVERY (2004)
 BJ1112
 BJ1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BJ1112'THE STATION IS LOCATED ABOUT 0.4 MI SOUTHEAST OF UNION AND ABOUT 1.2
 BJ1112'MI SOUTH OF THE LA  HWY 70 SUNSHINE BRIDGE SPANNING THE MISSISSIPPI
 BJ1112'RIVER .
 BJ1112' 
 BJ1112'TO REACH THE STATION FROM ST. MARYS CHURCH IN UNION GO SOUTHEASTERLY
 BJ1112'FOR 0.35 MI ON LA ROUTE 44  TO THE MARK ON THE RIGHT SET IN A LOT
 BJ1112'SOUTEAST OF D AND W FARM ROAD AND CONTAINING TWO OLD  STORAGE
 BJ1112'BUILDINGS.
 BJ1112' 
 BJ1112'THE STATION IS LOCATED 18.0 M SOUTHWEST OF A WOODEN UTILITY POLE, 8.85
 BJ1112'M SOUTH-SOUTHEAST OF A  REDAND SILVER FIRE HYDRANT, 4.35 M SOUTHEAST
 BJ1112'OF THE SOUTHEAST FACE OF A WOODEN POLE WITH  WESTERN ELECTRIC JUNCTION
 BJ1112'BOX NUMBER 9958, 7.5 M EAST-NORTHEAST OF THE EAST-NORTHEAST EDGE OF
 BJ1112'THE HWY, 3.8 M NORTH-NORTHWEST OF THE CENTER OF THE DRIVEWAY LEADING
 BJ1112'INTO THE LOT, AND 0.9 M  EAST-NORTHEAST OF THE EAST-NORTHEAST EDGE OF
 BJ1112'A CONCRETE SIDEWALK.
 BJ1112
 BJ1112                          STATION RECOVERY (2005)
 BJ1112
 BJ1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 BJ1112'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  0.75 M ENE OF A
 BJ1112'METAL POST WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1018 ***********************************************************************
 BJ1018  DESIGNATION -  RIVER MISSISSIPPI MP 20
 BJ1018  PID         -  BJ1018
 BJ1018  STATE/COUNTY-  LA/IBERVILLE
 BJ1018  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1018
 BJ1018                         *CURRENT SURVEY CONTROL
 BJ1018  ___________________________________________________________________
 BJ1018* NAD 83(1986)-  30 18 06.     (N)    091 13 20.     (W)     SCALED    
 BJ1018* NAVD 88     -         8.528  (meters)      27.98   (feet)  ADJUSTED  
 BJ1018  ___________________________________________________________________
 BJ1018  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1018  DYNAMIC HT  -           8.517 (meters)      27.94  (feet)  COMP
 BJ1018  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 BJ1018
 BJ1018  VERT ORDER  -  FIRST     CLASS I
 BJ1018
 BJ1018.The horizontal coordinates were scaled from a topographic map and have
 BJ1018.an estimated accuracy of +/- 6 seconds.
 BJ1018
 BJ1018.The orthometric height was determined by differential leveling
 BJ1018.and adjusted by the National Geodetic Survey in February 1994..
 BJ1018
 BJ1018.The geoid height was determined by GEOID03.
 BJ1018
 BJ1018.The dynamic height is computed by dividing the NAVD 88
 BJ1018.geopotential number by the normal gravity value computed on the
 BJ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1018.degrees latitude (g = 980.6199 gals.).
 BJ1018
 BJ1018.The modeled gravity was interpolated from observed gravity values.
 BJ1018
 BJ1018;                    North         East    Units  Estimated Accuracy
 BJ1018;SPC LA S     -   199,710.    1,010,690.      MT  (+/- 180 meters Scaled)
 BJ1018
 BJ1018                          SUPERSEDED SURVEY CONTROL
 BJ1018
 BJ1018  NGVD 29 (??/??/??)    8.582  (m)           28.16   (f) ADJUSTED    1 1
 BJ1018
 BJ1018.Superseded values are not recommended for survey control.
 BJ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1018.See file dsdata.txt to determine how the superseded data were derived.
 BJ1018
 BJ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP709535(NAD 83)
 BJ1018_MARKER: DD = SURVEY DISK
 BJ1018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1018_SP_SET: SHALLOW-SET PIPE
 BJ1018_STAMPING: MILE 20 MSL 1956 C OF E
 BJ1018_MARK LOGO: USE   
 BJ1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1018
 BJ1018  HISTORY     - Date     Condition        Report By
 BJ1018  HISTORY     - UNK      MONUMENTED       DOD
 BJ1018  HISTORY     - 1964     GOOD             CGS
 BJ1018  HISTORY     - 1976     GOOD             NGS
 BJ1018  HISTORY     - 1986     GOOD             NGS
 BJ1018
 BJ1018                          STATION DESCRIPTION
 BJ1018
 BJ1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1018'7.45 MI SW FROM BURTVILLE.
 BJ1018'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1018'STATE HIGHWAY 327 AT BURTVILLE, THENCE 4.5 WESTERLY ALONG STATE
 BJ1018'HIGHWAY 991, ALSO ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 30
 BJ1018'FROM THE JUNCTION OF STATE HIGHWAY 74 AT ST GABRIEL, THENCE 3.25 MILES
 BJ1018'NORTHWEST ALONG STATE HIGHWAY 75, THENCE 1.4 MILES NORTHWEST ALONG
 BJ1018'STATE HIGHWAY 991, ABOUT 0.2 MILE NORTH OF AN ABANDONED FERRY LANDING
 BJ1018'ROAD, NEAR THE NORTHWEST CORNER OF A PASTURE, 58 FEET EAST OF THE
 BJ1018'CENTER LINE OF THE HIGHWAY, 5 1/2 FEET SOUTH OF A FENCE LINE, 24 1/2
 BJ1018'FEET SOUTHEAST OF POWER LINE POLE NO. 80, 63 FEET SOUTHWEST OF A GROUP
 BJ1018'OF PIPE FOR A TEXACO PIPELINE, 2 1/2 FEET WEST OF A 4-BY-6-INCH WOODEN
 BJ1018'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF AN
 BJ1018'IRON PIPE SET IN CONCRETE PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 BJ1018'GROUND.
 BJ1018
 BJ1018                          STATION RECOVERY (1976)
 BJ1018
 BJ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1018'3.2 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1018'STATE HIGHWAY 30, THENCE 4.55 MILE WEST ALONG STATE HIGHWAY 991, ALSO
 BJ1018'ABOUT 7.2 MILE NORTHWEST ALONG STATE HIGHWAY 75 FROM ITS JUNCTION WITH
 BJ1018'STATE HIGHWAY 74 AT ST GABRIEL, THENCE 1.4 MILE NORTHWEST ALONG STATE
 BJ1018'HIGHWAY 991, 59 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 5 FT SOUTH
 BJ1018'OF A FENCE LINE, 24.5 FT SOUTHEAST OF POWER POLE NUMBER 343/80/147, 39
 BJ1018'FT SOUTH SOUTHEAST OF THE CENTER LINE OF A METAL GATE AT THE ENTRANCE
 BJ1018'TO TEXACO PIPE VALVES FOR UNDERGROUND GAS PIPE LINE, A DISK ON TOP OF
 BJ1018'AN IRON PIPE SET IN CONCRETE PROJECTING 10 INCHES.
 BJ1018
 BJ1018                          STATION RECOVERY (1986)
 BJ1018
 BJ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1018'RECOVERED IN GOOD CONDITION.  STAMPED MILE 20 MSL 1956 C OF E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1012 ***********************************************************************
 BJ1012  DESIGNATION -  RIVER MISSISSIPPI MP 16
 BJ1012  PID         -  BJ1012
 BJ1012  STATE/COUNTY-  LA/IBERVILLE
 BJ1012  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1012
 BJ1012                         *CURRENT SURVEY CONTROL
 BJ1012  ___________________________________________________________________
 BJ1012* NAD 83(1986)-  30 18 32.     (N)    091 09 40.     (W)     SCALED    
 BJ1012* NAVD 88     -         7.522  (meters)      24.68   (feet)  ADJUSTED  
 BJ1012  ___________________________________________________________________
 BJ1012  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1012  DYNAMIC HT  -           7.512 (meters)      24.65  (feet)  COMP
 BJ1012  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 BJ1012
 BJ1012  VERT ORDER  -  FIRST     CLASS I
 BJ1012
 BJ1012.The horizontal coordinates were scaled from a topographic map and have
 BJ1012.an estimated accuracy of +/- 6 seconds.
 BJ1012
 BJ1012.The orthometric height was determined by differential leveling
 BJ1012.and adjusted by the National Geodetic Survey in February 1994..
 BJ1012
 BJ1012.The geoid height was determined by GEOID03.
 BJ1012
 BJ1012.The dynamic height is computed by dividing the NAVD 88
 BJ1012.geopotential number by the normal gravity value computed on the
 BJ1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1012.degrees latitude (g = 980.6199 gals.).
 BJ1012
 BJ1012.The modeled gravity was interpolated from observed gravity values.
 BJ1012
 BJ1012;                    North         East    Units  Estimated Accuracy
 BJ1012;SPC LA S     -   200,520.    1,016,560.      MT  (+/- 180 meters Scaled)
 BJ1012
 BJ1012                          SUPERSEDED SURVEY CONTROL
 BJ1012
 BJ1012  NGVD 29 (??/??/??)    7.597  (m)           24.92   (f) ADJUSTED    1 1
 BJ1012
 BJ1012.Superseded values are not recommended for survey control.
 BJ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1012.See file dsdata.txt to determine how the superseded data were derived.
 BJ1012
 BJ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP768544(NAD 83)
 BJ1012_MARKER: DD = SURVEY DISK
 BJ1012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1012_SP_SET: SHALLOW-SET PIPE
 BJ1012_STAMPING: MILE 16 MSL 1956 C OF E
 BJ1012_MARK LOGO: USE   
 BJ1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1012
 BJ1012  HISTORY     - Date     Condition        Report By
 BJ1012  HISTORY     - 1956     MONUMENTED       DOD
 BJ1012  HISTORY     - 1964     GOOD             CGS
 BJ1012  HISTORY     - 1976     GOOD             NGS
 BJ1012  HISTORY     - 1986     GOOD             NGS
 BJ1012
 BJ1012                          STATION DESCRIPTION
 BJ1012
 BJ1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1012'3.65 MI SW FROM BURTVILLE.
 BJ1012'ABOUT 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1012'STATE HIGHWAY 327 AT BURTVILLE, THENCE 0.7 MILE WESTERLY ALONG STATE
 BJ1012'HIGHWAY 991, AT THE INSIDE OF A PASTURE FENCE, 41 1/2 FEET SOUTH OF
 BJ1012'THE CENTER LINE OF THE HIGHWAY, 105 FEET NORTHWEST OF THE NORTH ONE OF
 BJ1012'A ROW OF WILLOW TREES, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET NORTH OF A
 BJ1012'4-BY-6-INCH WOODEN WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 BJ1012'HIGHWAY, A DISK ON THE TOP OF AN IRON PIPE IN CONCRETE AND PROJECTS 8
 BJ1012'INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1012
 BJ1012                          STATION RECOVERY (1976)
 BJ1012
 BJ1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1012'3.2 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1012'STATE HIGHWAY 30, THENCE 0.75 MILE WEST ALONG STATE HIGHWAY 991, JUST
 BJ1012'INSIDE OF A PASTURE FENCE, 42 FT SOUTH OF THE CENTER LINE OF THE
 BJ1012'HIGHWAY, 49 FT WEST OF A POWER POLE, NOTE-THIRD POLE WEST OF A CURVE
 BJ1012'IN HIGHWAY, 105 FT NORTHWEST OF A 20 INCH WILLOW TREE, 139 FT
 BJ1012'NORTHEAST OF A 30 INCH WILLOW TREE, 1 FT SOUTH OF A FENCE LINE, A DISK
 BJ1012'ON TOP OF AN IRON PIPE IN CONCRETE THAT PROJECTS 10 INCHES ABOVE
 BJ1012'GROUND.
 BJ1012
 BJ1012                          STATION RECOVERY (1986)
 BJ1012
 BJ1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1010 ***********************************************************************
 BJ1010  DESIGNATION -  RIVER MISSISSIPPI MP 15
 BJ1010  PID         -  BJ1010
 BJ1010  STATE/COUNTY-  LA/IBERVILLE
 BJ1010  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1010
 BJ1010                         *CURRENT SURVEY CONTROL
 BJ1010  ___________________________________________________________________
 BJ1010* NAD 83(1986)-  30 18 47.     (N)    091 08 35.     (W)     SCALED    
 BJ1010* NAVD 88     -         7.301  (meters)      23.95   (feet)  ADJUSTED  
 BJ1010  ___________________________________________________________________
 BJ1010  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1010  DYNAMIC HT  -           7.291 (meters)      23.92  (feet)  COMP
 BJ1010  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 BJ1010
 BJ1010  VERT ORDER  -  FIRST     CLASS I
 BJ1010
 BJ1010.The horizontal coordinates were scaled from a topographic map and have
 BJ1010.an estimated accuracy of +/- 6 seconds.
 BJ1010
 BJ1010.The orthometric height was determined by differential leveling
 BJ1010.and adjusted by the National Geodetic Survey in February 1994..
 BJ1010
 BJ1010.The geoid height was determined by GEOID03.
 BJ1010
 BJ1010.The dynamic height is computed by dividing the NAVD 88
 BJ1010.geopotential number by the normal gravity value computed on the
 BJ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1010.degrees latitude (g = 980.6199 gals.).
 BJ1010
 BJ1010.The modeled gravity was interpolated from observed gravity values.
 BJ1010
 BJ1010;                    North         East    Units  Estimated Accuracy
 BJ1010;SPC LA S     -   200,980.    1,018,300.      MT  (+/- 180 meters Scaled)
 BJ1010
 BJ1010                          SUPERSEDED SURVEY CONTROL
 BJ1010
 BJ1010  NGVD 29 (??/??/??)    7.351  (m)           24.12   (f) ADJUSTED    1 1
 BJ1010
 BJ1010.Superseded values are not recommended for survey control.
 BJ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1010.See file dsdata.txt to determine how the superseded data were derived.
 BJ1010
 BJ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP785549(NAD 83)
 BJ1010_MARKER: DD = SURVEY DISK
 BJ1010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1010_SP_SET: SHALLOW-SET PIPE
 BJ1010_STAMPING: MILE 15 MSL 1952 C OF E
 BJ1010_MARK LOGO: USE   
 BJ1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1010
 BJ1010  HISTORY     - Date     Condition        Report By
 BJ1010  HISTORY     - 1952     MONUMENTED       DOD
 BJ1010  HISTORY     - 1964     GOOD             CGS
 BJ1010  HISTORY     - 1976     GOOD             NGS
 BJ1010  HISTORY     - 1986     GOOD             NGS
 BJ1010
 BJ1010                          STATION DESCRIPTION
 BJ1010
 BJ1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1010'2.5 MI SW FROM BURTVILLE.
 BJ1010'ABOUT 2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 BJ1010'STATE HIGHWAY 327 AT BURTVILLE, ABOUT 100 YARDS SOUTHWEST OF A SMALL
 BJ1010'ONE-STORY HOUSE, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BJ1010'54 FEET NORTHEAST OF THE CENTER OF A BOARD GATE IN FENCE LINE, 0.8
 BJ1010'FOOT NORTHWEST OF A FENCE LINE, 3 FEET NORTHEAST OF A 4-BY-6-INCH
 BJ1010'WOODEN WITNESS POST, A DISK ON THE TOP OF AN IRON PIPE SET IN CONCRETE
 BJ1010'WHICH IS FLUSH WITH THE GROUND.
 BJ1010
 BJ1010                          STATION RECOVERY (1976)
 BJ1010
 BJ1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1010'2.8 MILE SOUTHWEST ALONG STATE HIGHWAY 327 FROM ITS INTERSECTION WITH
 BJ1010'STATE HIGHWAY 30, 0.4 MILE NORTHEAST OF THE Y JUNCTION OF STATE
 BJ1010'HIGHWAY 327 AND STATE HIGHWAY 991, 126 PACES SOUTHWEST OF A SMALL WOOD
 BJ1010'FRAMED 1 STORY HOUSE, 28.5 FT SOUTHEAST OF THE CENTER LINE OF THE
 BJ1010'HIGHWAY, 54 FT NORTHEAST OF THE CENTER LINE OF A WOOD GATE IN FENCE
 BJ1010'LINE, 1 FT NORTHWEST OF A FENCE LINE, 21.5 FT SOUTHWEST OF A POWER
 BJ1010'POLE. NOTE POWER POLE IS SECOND POLE SOUTHWEST OF THE HOUSE, A DISK
 BJ1010'ON TOP OF AN IRON PIPE SET IN CONCRETE FLUSH WITH GROUND.
 BJ1010
 BJ1010                          STATION RECOVERY (1986)
 BJ1010
 BJ1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3443 ***********************************************************************
 CQ3443  DESIGNATION -  RIVER RED MILE 272 RESET
 CQ3443  PID         -  CQ3443
 CQ3443  STATE/COUNTY-  LA/CADDO
 CQ3443  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3443
 CQ3443                         *CURRENT SURVEY CONTROL
 CQ3443  ___________________________________________________________________
 CQ3443* NAD 83(1986)-  32 27 33.     (N)    093 41 07.     (W)     SCALED    
 CQ3443* NAVD 88     -        48.39   (meters)     158.8    (feet)  RESET     
 CQ3443  ___________________________________________________________________
 CQ3443  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ3443
 CQ3443  VERT ORDER  -  THIRD
 CQ3443
 CQ3443.The horizontal coordinates were scaled from a topographic map and have
 CQ3443.an estimated accuracy of +/- 6 seconds.
 CQ3443
 CQ3443.The orthometric height was computed from unverified reset data.
 CQ3443.No vertical observational check was made to the station.
 CQ3443
 CQ3443.The geoid height was determined by GEOID03.
 CQ3443
 CQ3443;                    North         East    Units  Estimated Accuracy
 CQ3443;SPC LA N     -   217,840.      888,570.      MT  (+/- 180 meters Scaled)
 CQ3443
 CQ3443                          SUPERSEDED SURVEY CONTROL
 CQ3443
 CQ3443  NGVD 29 (09/18/05)   48.45   (m)          159.0    (f) RESET       3  
 CQ3443
 CQ3443.Superseded values are not recommended for survey control.
 CQ3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3443.See file dsdata.txt to determine how the superseded data were derived.
 CQ3443
 CQ3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR355915(NAD 83)
 CQ3443_MARKER: DD = SURVEY DISK
 CQ3443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ3443_SP_SET: PIER
 CQ3443_STAMPING: PBM RR MILE 272 RESET 1986
 CQ3443_MARK LOGO: LADTD 
 CQ3443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ3443
 CQ3443  HISTORY     - Date     Condition        Report By
 CQ3443  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3443  HISTORY     - 19941023 GOOD             USPSQD
 CQ3443
 CQ3443                          STATION DESCRIPTION
 CQ3443
 CQ3443'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3443'6.0 KM (3.70 MI) SE FROM SHREVEPORT.
 CQ3443'1.0 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD STATION POST
 CQ3443'OFFICE IN SHREVEPORT, THENCE 2.7 MILES EAST ALONG STATE HIGHWAY 511,
 CQ3443'TO THE WEST END OF HIGHWAY 511 BRIDGE OVER THE RED RIVER, UNDER THE
 CQ3443'BRIDGE IN THE MOST WESTERLY PIER, 36.1 M (118.4 FT) SOUTH OF THE
 CQ3443'NORTH CONCRETE COLUMN, 13.1 M (43.0 FT) WEST OF THE EAST EDGE OF THE
 CQ3443'CONCRETE BASE, 6.6 M (21.7 FT) EAST OF THE WEST EDGE OF THE CONCRETE
 CQ3443'BASE, 5.6 M (18.4 FT) NORTH OF THE SOUTH CONCRETE COLUMN.
 CQ3443
 CQ3443                          STATION RECOVERY (1994)
 CQ3443
 CQ3443'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2766 ***********************************************************************
 CQ2766  DESIGNATION -  RIVERTON KNOE TV TWR
 CQ2766  PID         -  CQ2766
 CQ2766  STATE/COUNTY-  LA/CALDWELL
 CQ2766  USGS QUAD   -  RIVERTON (1989)
 CQ2766
 CQ2766                         *CURRENT SURVEY CONTROL
 CQ2766  ___________________________________________________________________
 CQ2766* NAD 83(1992)-  32 11 50.51535(N)    092 04 14.02676(W)     ADJUSTED  
 CQ2766* NAVD 88     -                                                        
 CQ2766  ___________________________________________________________________
 CQ2766  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CQ2766  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2766
 CQ2766  HORZ ORDER  -  THIRD
 CQ2766
 CQ2766.The horizontal coordinates were established by classical geodetic methods
 CQ2766.and adjusted by the National Geodetic Survey in January 1993..
 CQ2766
 CQ2766
 CQ2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2766
 CQ2766.The geoid height was determined by GEOID03.
 CQ2766
 CQ2766;                    North         East     Units Scale Factor Converg.
 CQ2766;SPC LA N     -   188,276.458 1,040,488.610   MT  0.99992661   +0 13 37.4
 CQ2766;SPC LA N     -   617,703.68  3,413,669.71   sFT  0.99992661   +0 13 37.4
 CQ2766;UTM  15      - 3,562,691.119   587,603.391   MT  0.99969464   +0 29 43.0
 CQ2766
 CQ2766                          SUPERSEDED SURVEY CONTROL
 CQ2766
 CQ2766  NAD 83(1986)-  32 11 50.52952(N)    092 04 14.01895(W) AD(       ) 4
 CQ2766  NAD 27      -  32 11 49.97636(N)    092 04 13.53429(W) AD(       ) 3
 CQ2766
 CQ2766.Superseded values are not recommended for survey control.
 CQ2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2766.See file dsdata.txt to determine how the superseded data were derived.
 CQ2766
 CQ2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8760362691(NAD 83)
 CQ2766_MARKER: 43 = RADIO/TV TOWER
 CQ2766
 CQ2766  HISTORY     - Date     Condition        Report By
 CQ2766  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2766  HISTORY     - 1990     GOOD             USPSQD
 CQ2766  HISTORY     - 1991     GOOD             USPSQD
 CQ2766
 CQ2766                          STATION DESCRIPTION
 CQ2766
 CQ2766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2766'STATION IS THE FLASHING RED LIGHT AT TOP OF A HIGH POLE
 CQ2766'ANTENNA WHICH IS ON TOP OF THE KNOE TELEVISION TOWER CH 8
 CQ2766'WHICH IS A SKELETON STEEL STRUCTURE, 1989 FEET IN HEIGHT AND
 CQ2766'PAINTED RED-WHITE ALTERNATE SECTIONS.
 CQ2766'
 CQ2766'LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF RIVERTON, 3 MILES
 CQ2766'SOUTHEAST OF COREY, 2-1/2 MILES WEST OF U.S. HIGHWAY
 CQ2766'165 AND AT THE END OF A GRADED ROAD.
 CQ2766
 CQ2766                          STATION RECOVERY (1990)
 CQ2766
 CQ2766'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2766'RECOVERED IN GOOD CONDITION.
 CQ2766
 CQ2766                          STATION RECOVERY (1991)
 CQ2766
 CQ2766'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2767 ***********************************************************************
 CQ2767  DESIGNATION -  RIVERTON MICROWAVE KKS 657
 CQ2767  PID         -  CQ2767
 CQ2767  STATE/COUNTY-  LA/CALDWELL
 CQ2767  USGS QUAD   -  RIVERTON (1989)
 CQ2767
 CQ2767                         *CURRENT SURVEY CONTROL
 CQ2767  ___________________________________________________________________
 CQ2767* NAD 83(1992)-  32 09 27.71571(N)    092 05 22.36561(W)     ADJUSTED  
 CQ2767* NAVD 88     -                                                        
 CQ2767  ___________________________________________________________________
 CQ2767  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CQ2767  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2767
 CQ2767  HORZ ORDER  -  THIRD
 CQ2767
 CQ2767.The horizontal coordinates were established by classical geodetic methods
 CQ2767.and adjusted by the National Geodetic Survey in January 1993..
 CQ2767
 CQ2767
 CQ2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2767
 CQ2767.The geoid height was determined by GEOID03.
 CQ2767
 CQ2767;                    North         East     Units Scale Factor Converg.
 CQ2767;SPC LA N     -   183,871.261 1,038,715.502   MT  0.99992348   +0 13 01.2
 CQ2767;SPC LA N     -   603,250.96  3,407,852.44   sFT  0.99992348   +0 13 01.2
 CQ2767;UTM  15      - 3,558,278.705   585,851.308   MT  0.99969089   +0 29 04.6
 CQ2767
 CQ2767                          SUPERSEDED SURVEY CONTROL
 CQ2767
 CQ2767  NAD 83(1986)-  32 09 27.72987(N)    092 05 22.35779(W) AD(       ) 4
 CQ2767  NAD 27      -  32 09 27.17087(N)    092 05 21.87015(W) AD(       ) 3
 CQ2767
 CQ2767.Superseded values are not recommended for survey control.
 CQ2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2767.See file dsdata.txt to determine how the superseded data were derived.
 CQ2767
 CQ2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8585158279(NAD 83)
 CQ2767_MARKER: 44 = MICROWAVE MAST
 CQ2767
 CQ2767  HISTORY     - Date     Condition        Report By
 CQ2767  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2767  HISTORY     - 1990     GOOD             USPSQD
 CQ2767  HISTORY     - 1991     GOOD             USPSQD
 CQ2767
 CQ2767                          STATION DESCRIPTION
 CQ2767
 CQ2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2767'STATION IS THE RED LIGHT AT THE TOP OF THE TEXAS GAS COMPANY
 CQ2767'MICROWAVE KKS657 MAST WHICH IS A SLENDER TRIANGULAR SHAPED
 CQ2767'SKELETON STEEL STRUCTURE, 280 FEET IN HEIGHT, PAINTED RED-WHITE
 CQ2767'ALTERNATE SECTIONS AND HAS TWO FAN TYPE ANTENNAE NEAR TOP.
 CQ2767'
 CQ2767'LOCATED AT THE SOUTH EDGE OF THE SMALL VILLAGE OF RIVERTON,
 CQ2767'500 FEET EAST OF U.S. HIGHWAY 165 AND ABOUT 200 FEET SOUTHWEST
 CQ2767'OF THE COMPANY BUILDING.
 CQ2767
 CQ2767                          STATION RECOVERY (1990)
 CQ2767
 CQ2767'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2767'RECOVERED IN GOOD CONDITION.
 CQ2767
 CQ2767                          STATION RECOVERY (1991)
 CQ2767
 CQ2767'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0409 ***********************************************************************
 CQ0409  DESIGNATION -  RIVERTON RESET
 CQ0409  PID         -  CQ0409
 CQ0409  STATE/COUNTY-  LA/CALDWELL
 CQ0409  USGS QUAD   -  RIVERTON (1989)
 CQ0409
 CQ0409                         *CURRENT SURVEY CONTROL
 CQ0409  ___________________________________________________________________
 CQ0409* NAD 83(1992)-  32 10 40.21045(N)    092 05 30.62509(W)     ADJUSTED  
 CQ0409* NAVD 88     -        19.96   (+/-2cm)      65.5    (feet)  VERTCON   
 CQ0409  ___________________________________________________________________
 CQ0409  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CQ0409  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0409
 CQ0409  HORZ ORDER  -  FIRST
 CQ0409  VERT ORDER  -  THIRD (See Below)
 CQ0409
 CQ0409.The horizontal coordinates were established by classical geodetic methods
 CQ0409.and adjusted by the National Geodetic Survey in January 1993..
 CQ0409
 CQ0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0409.The vertical order pertains to the NGVD 29 superseded value.
 CQ0409
 CQ0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0409
 CQ0409.The geoid height was determined by GEOID03.
 CQ0409
 CQ0409;                    North         East     Units Scale Factor Converg.
 CQ0409;SPC LA N     -   186,103.293 1,038,490.687   MT  0.99992501   +0 12 56.9
 CQ0409;SPC LA N     -   610,573.89  3,407,114.86   sFT  0.99992501   +0 12 56.9
 CQ0409;UTM  15      - 3,560,509.141   585,616.120   MT  0.99969039   +0 29 01.2
 CQ0409
 CQ0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0409!SPC LA N     -   1.00000091  x   0.99992501  =   0.99992592
 CQ0409!UTM  15      -   1.00000091  x   0.99969039  =   0.99969130
 CQ0409
 CQ0409:                Primary Azimuth Mark                     Grid Az
 CQ0409:SPC LA N     -  FONDALE RESET                            002 05 16.4
 CQ0409:UTM  15      -  FONDALE RESET                            001 49 12.1
 CQ0409
 CQ0409|---------------------------------------------------------------------|
 CQ0409| PID    Reference Object                     Distance      Geod. Az  |
 CQ0409|                                                           dddmmss.s |
 CQ0409| DI0770 FONDALE RESET                       APPROX.16.0 KM 0021813.3 |
 CQ0409| CQ0410 RIVERTON RM 1                        36.332 METERS 01223     |
 CQ0409| CQ2768 RIVERTON RM 5                        52.274 METERS 16627     |
 CQ0409| CQ2773 COLUMBIA MUNICIPAL TANK             APPROX. 8.2 KM 1721822.8 |
 CQ0409| CY4615 RIVERTON AZ MK                                     1921839.9 |
 CQ0409| CQ0411 RIVERTON RM 2                        36.085 METERS 23303     |
 CQ0409| CQ0412 RIVERTON RM 4                        26.176 METERS 26539     |
 CQ0409| CQ2764 H 24 4                               71.857 METERS 31543     |
 CQ0409| CQ2765 H 24 5                              248.392 METERS 35312     |
 CQ0409|---------------------------------------------------------------------|
 CQ0409
 CQ0409                          SUPERSEDED SURVEY CONTROL
 CQ0409
 CQ0409  NAD 83(1986)-  32 10 40.22436(N)    092 05 30.61719(W) AD(       ) 1
 CQ0409  NAD 27      -  32 10 39.66756(N)    092 05 30.12951(W) AD(       ) 1
 CQ0409  NGVD 29 (??/??/??)   19.99   (m)           65.6    (f) RESET       3  
 CQ0409
 CQ0409.Superseded values are not recommended for survey control.
 CQ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0409.See file dsdata.txt to determine how the superseded data were derived.
 CQ0409
 CQ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8561660509(NAD 83)
 CQ0409_MARKER: DS = TRIANGULATION STATION DISK
 CQ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0409_STAMPING: RIVERTON 1941 1966
 CQ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0409+STABILITY: SURFACE MOTION
 CQ0409
 CQ0409  HISTORY     - Date     Condition        Report By
 CQ0409  HISTORY     - 1941     MONUMENTED       CGS
 CQ0409  HISTORY     - 1966     GOOD             CGS
 CQ0409  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CQ0409  HISTORY     - 1966     GOOD             CGS
 CQ0409  HISTORY     - 1971     GOOD             NGS
 CQ0409  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CQ0409  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0409
 CQ0409                          STATION DESCRIPTION
 CQ0409
 CQ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ0409'STATION IS ABOUT 5 MILES N OF COLUMBIA, 1.1 MILES N OF RIVERTON
 CQ0409'DEPOT, ON THE E SIDE OF U.S. HIGHWAY 165 ON PROPERTY OF W.A.
 CQ0409'FISHER.  IT IS 48 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 CQ0409'63 FEET N OF THE CENTER LINE OF SIDE ENTRANCE TO THE HIGHWAY,
 CQ0409'20 FEET S BY W OF REFERENCE POST AND 17 FEET S BY W OF FENCE
 CQ0409'CORNER.  IT IS STAMPED RIVERTON 1941 AND IS FLUSH WITH THE
 CQ0409'SURFACE OF THE GROUND.
 CQ0409'
 CQ0409'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CQ0409'BRONZE DISKS SET IN CONCRETE.
 CQ0409'
 CQ0409'REFERENCE MARK NO. 1 IS 50 FEET E OF THE CENTER LINE OF THE
 CQ0409'HIGHWAY, 79 FEET S OF CENTER LINE OF CROSS ROAD, AND 1 FOOT
 CQ0409'W OF FENCE LINE.  IT IS STAMPED RIVERTON NO. 1 1941 AND
 CQ0409'PROJECTS 6 INCHES.
 CQ0409'
 CQ0409'REFERENCE MARK NO. 2 IS 31 FEET W OF THE CENTER LINE OF THE
 CQ0409'HIGHWAY, 6 INCHES W OF FENCE LINE.  IT IS STAMPED RIVERTON
 CQ0409'NO. 2 1941 AND PROJECTS 4 INCHES.
 CQ0409'
 CQ0409'AZIMUTH MARK IS 28 FEET W OF THE CENTER LINE OF THE HIGHWAY, 48
 CQ0409'FEET E OF FENCE LINE AND 9 FEET N OF REFERENCE POST.  IT IS
 CQ0409'STAMPED RIVERTON 1941 AND PROJECTS 10 INCHES.
 CQ0409'
 CQ0409'A DIRECTION AND A TRAVERSE MEASUREMENT WERE MADE TO PBM
 CQ0409'H-24-4 (USE) WHICH IS ACROSS THE ROAD FROM THE STATION IN
 CQ0409'NE CORNER OF SCHOOLYARD, 146 FEET NE OF THE SCHOOLHOUSE,
 CQ0409'73 FEET SW OF THE CENTER LINE OF RAILROAD AND 3 FEET S OF
 CQ0409'SCHOOLYARD FENCE.
 CQ0409'
 CQ0409'A DIRECTION WAS ALSO TAKEN TO PBM H-24-5 (USE) WHICH IS
 CQ0409'ABOUT 0.2 MILE NW OF THE STATION, 28 PACES W OF THE RAILROAD
 CQ0409'TRACK, 6 PACES E OF BOTTOM OF LEVEE AND 27 PACES S OF SW
 CQ0409'CORNER OF GARDEN FENCE, OPPOSITE TELEPHONE POLE NO. 525.
 CQ0409'IT IS A PIPE STONE BENCH WITH STANDARD BRASS CAP WHICH IS
 CQ0409'STAMPED H-24-5.
 CQ0409'
 CQ0409'A 116-FOOT SIGNAL AT FONDALE IS VISIBLE AT 115 FEET.
 CQ0409'
 CQ0409'A 116-FOOT SIGNAL AT BUCKNER IS VISIBLE AT 126 FEET.
 CQ0409'
 CQ0409'A 126-FOOT SIGNAL AT WOOLEN IS VISIBLE AT 85 FEET.
 CQ0409'
 CQ0409'A 103-FOOT SIGNAL AT COLUMBIA IS VISIBLE AT 40 FEET.
 CQ0409'
 CQ0409'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 CQ0409
 CQ0409                          STATION RECOVERY (1966)
 CQ0409
 CQ0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 CQ0409'THE STATION MARK, STAMPED RIVERTON 1941, WAS FOUND BROKEN
 CQ0409'OFF AT GROUND LEVEL.  THE DISK WAS NOT RECOVERED.
 CQ0409'
 CQ0409'R.M. 1, STAMPED RIVERTON NO 1 1941, IS ABOUT 6.1 MILES NORTH
 CQ0409'ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF THE BRIDGE
 CQ0409'OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 19, T 14 N,
 CQ0409'R 4 E, AT THE JUNCTION OF STATE ROAD 847, ABOUT 67 YARDS
 CQ0409'EAST AND ACROSS THE MISSOURI PACIFIC RAILROAD AND THE HIGHWAY
 CQ0409'FROM BENCH MARK P.B.M. H 24-4 (USE), 46 FEET EAST OF THE
 CQ0409'CENTER LINE OF THE HIGHWAY, 78 FEET SOUTH OF THE CENTER LINE
 CQ0409'OF THE STATE ROAD, 193 FEET NORTHWEST OF THE NORTHWEST CORNER
 CQ0409'OF A HOUSE BELONGING TO MR. W.A. FISHER, 120 FEET EAST OF
 CQ0409'RAILROAD SIGNAL NUMBER 5252, 0.5 FOOT SOUTH OF A METAL
 CQ0409'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 CQ0409'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CQ0409'
 CQ0409'R.M. 2 WAS FOUND GRADED OUT AND LAYING ON THE TOP OF THE
 CQ0409'GROUND.  THE DISK WAS NOT RECOVERED.
 CQ0409
 CQ0409                          STATION RECOVERY (1966)
 CQ0409
 CQ0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ0409'THE STATION WAS VISITED 8-3-66 AND THE STATION UNDERGROUND
 CQ0409'MARK, REFERENCE MARK NO. 1, P.B.M. H-24-4 (USE) AND PBM H-24-5
 CQ0409'(USE) WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 CQ0409'WAS FOUND UPROOTED.  REFERENCE MARK NO. 4 WAS ESTABLISHED
 CQ0409'AT THIS DATE.  A NEW SURFACE MARK WAS ESTABLISHED DIRECTLY
 CQ0409'OVER THE UNDERGROUND DISK.  THE MEASUREMENT TO PBM H-24-4
 CQ0409'(USE) WAS NOT CHECKED AT THIS DATE.  PBM H-24-5 (USE) CAN
 CQ0409'BE USED AS THE AZIMUTH FOR THIS STATION.  A NEW DESCRIPTION
 CQ0409'FOLLOWS
 CQ0409'
 CQ0409'THE STATION IS LOCATED 6 MILES N. OF COLUMBIA AT THE SE
 CQ0409'ANGLE OF THE JUNCTION OF U.S. HIGHWAY 165 AND STATE HIGHWAY
 CQ0409'847 ON THE PROPERTY OWNED BY MR. W.A. FISHER, IN THE FRONT LAWN
 CQ0409'OF HIS SMALL WHITE HOUSE WHICH SITS BACK FROM THE HIGHWAY
 CQ0409'ABOUT 75 YARDS.  IT IS 200 FEET S. OF THE CENTER OF STATE
 CQ0409'HIGHWAY 847, 45 FEET E. OF THE CENTER OF U.S. HIGHWAY K65,
 CQ0409'25 FEET WSW. OF THE CENTER OF A GAS METER IN THE FRONT LAWN,
 CQ0409'64 FEET N. OF THE CENTER OF THE DRIVEWAY TO THE FISHER HOUSE,
 CQ0409'AND 135 FEET N. OF A POWER POLE WITH A TRANSFORMER.  IT IS
 CQ0409'A STANDARD DISK, STAMPED RIVERTON 1941 1966, FLUSH WITH THE
 CQ0409'GROUND.
 CQ0409'
 CQ0409'REFERENCE MARK NO. 1 IS 119.14 FEET N. OF THE STATION, 46
 CQ0409'FEET E. OF THE CENTER OF U.S. HIGHWAY 165, 80 FEET S. OF THE
 CQ0409'CENTER OF A SIDE ROAD LEADING EAST, 120 FEET E. OF RAILROAD
 CQ0409'SIGNAL 5252 AND 1 FOOT E. OF A METAL WITNESS POST.  IT IS
 CQ0409'A STANDARD DISK, STAMPED RIVERTON NO 1 1941, PROJECTING 2
 CQ0409'INCHES.
 CQ0409'
 CQ0409'REFERENCE MARK NO. 4 IS 85.89 FEET WSW OF THE STATION, 39
 CQ0409'FEET W. OF THE CENTER OF THE HIGHWAY, 43 FEET E. OF THE E.
 CQ0409'RAIL OF THE TRACK, 78 FEET S. OF A TELEGRAPH, 100 N. OF
 CQ0409'TELEGRAPH POLE NO. E. 54, 40 FEET N. OF THE PROJECTED CENTER
 CQ0409'OF THE FISHER HOUSE, AND 1 FOOT N. OF A METAL WITNESS POST.
 CQ0409'IT IS A STANDARD DISK, STAMPED RIVERTON 1941 NO 4 1966,
 CQ0409'PROJECTING 6 INCHES.
 CQ0409'
 CQ0409'PBM H-24-4 (USE) IS 235.71 FEET WNW OF THE STATION, 66 FEET
 CQ0409'WEST OF THE W. RAIL OF THE TRACKS, 24 FEET S. OF THE CENTER
 CQ0409'OF A DRIVEWAY, 16 FEET W OF A FENCE CORNER, 68 FEET WNW OF
 CQ0409'RAILROAD SIGNAL NO. 5251, 3 FEET S. OF A FENCE LINE, AND
 CQ0409'3 FEET S. OF A METAL WITNESS POST.  IT IS A STANDARD U.S.
 CQ0409'ARMY ENGINEERS BRASS CAP RIVITED ON THE TOP OF A 3-INCH IRON
 CQ0409'PIPE PROJECTING 8 INCHES.  IT IS STAMPED H 24-4.
 CQ0409'
 CQ0409'PBM H-24-5 (USE) IS 0.2 MILE NNW. OF THE STATION, 86 FEET
 CQ0409'W. OF THE W. RAIL OF THE TRACK(AT MILEPOST 525), 40 FEET W.
 CQ0409'OF THE R.O.W. FENCE LINE 60 FEET E. OF THE TOP OF THE LEVEE,
 CQ0409'70 FEET SSW OF A TELEGRAPH POLE.  AND 4 FEET N. OF A METAL WITNESS
 CQ0409'POST.  IT IS A STANDARD U.S. ARMY ENGINEER BRASS CAP RIVITED ON
 CQ0409'THE TOP OF A 3-INCH IRON PIPE, STAMPED H-24-5, PROJECTING 6
 CQ0409'INCHES.
 CQ0409'
 CQ0409'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER
 CQ0409'THE QUACHITA RIVER IN COLUMBIA, GO NORTH ON U.S. HIGHWAY 165
 CQ0409'FOR 6.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 847 AND THE
 CQ0409'STATION ON THE RIGHT.
 CQ0409'
 CQ0409'TO REACH PBM H-24-5 (USE) FROM THE STATION GO NORTH ON U.S.
 CQ0409'HIGHWAY 165 FOR 0.2 MILE TO THE MARK ON THE LEFT, ACROSS
 CQ0409'THE RAILROAD TRACKS, BETWEEN THE TRACK AND THE LEVEE.
 CQ0409'
 CQ0409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 CQ0409'NORTH OF COLUMBIA.
 CQ0409
 CQ0409                          STATION RECOVERY (1966)
 CQ0409
 CQ0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CQ0409'6 MI N FROM COLUMBIA.
 CQ0409'LOCATED 6.0 MILES NORTH OF COLUMBIA AT THE SOUTHEAST ANGLE OF THE
 CQ0409'JUNCTION OF U.S. HIGHWAY 165 AND STATE HIGHWAY 847, ON PROPERTY OWNED
 CQ0409'BY MR. W.A. FISHER, IN THE FRONT LAWN OF HIS SMALL WHITE HOUSE WHICH
 CQ0409'SITS BACK FROM THE HIGHWAY, ABOUT 75 YARDS, IT IS 200 FEET SOUTH OF
 CQ0409'THE CENTER OF STATE HIGHWAY 847, 45 FEET EAST OF THE CENTER OF U.S.
 CQ0409'HIGHWAY 165, 25 FEET WEST-SOUTHWEST OF A GAS METER, 64 FEET NORTH OF
 CQ0409'THE CENTER OF THE DRIVEWAY TO THE FISHER HOUSE, AND 135 FEET NORTH OF
 CQ0409'A POWER POLE WITH A TRANSFORMER.  IT IS A STANDARD TRIANGULATION DISK
 CQ0409'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ0409
 CQ0409                          STATION RECOVERY (1971)
 CQ0409
 CQ0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ0409'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 4 AND
 CQ0409'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION
 CQ0409'AS DESCRIBED IN 1966, WITH THE FOLLOWING EXCEPTIONS.  THE
 CQ0409'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY
 CQ0409'0.081 METERS, REFERENCE MARK 4 WAS FOUND IN ERROR BY 0.005
 CQ0409'METERS AND THE DIRECTION BETWEEN THE REFERENCE MARKS WAS
 CQ0409'FOUND TO BE IN ERROR BY 3 MINUTES AND 30 SECONDS.  THE AZIMUTH
 CQ0409'WOULD NOT SEE FROM THE GROUND.  THE CURRENT MEASUREMENTS
 CQ0409'WERE CONFIRMED.
 CQ0409'
 CQ0409'A NEW REFERENCE MARK 5 WAS ESTABLISHED AT THIS DATE AND ALL
 CQ0409'HORIZONTAL DIRECTIONS OBSERVED, DUE TO HIGH POWERLINE OVER
 CQ0409'RIVERTON 1941 1966.
 CQ0409'
 CQ0409'FOR THE TO REACH THE STATION SEE DESCRIPTION FOR RIVERTON RM 5.
 CQ0409'
 CQ0409'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 CQ0409'
 CQ0409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ0409'5.0 MILES NORTH OF COLUMBIA.
 CQ0409
 CQ0409                          STATION RECOVERY (1985)
 CQ0409
 CQ0409'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 CQ0409'MARK NOT FOUND.
 CQ0409
 CQ0409                          STATION RECOVERY (1990)
 CQ0409
 CQ0409'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0410 ***********************************************************************
 CQ0410  DESIGNATION -  RIVERTON RM 1
 CQ0410  PID         -  CQ0410
 CQ0410  STATE/COUNTY-  LA/CALDWELL
 CQ0410  USGS QUAD   -  RIVERTON (1989)
 CQ0410
 CQ0410                         *CURRENT SURVEY CONTROL
 CQ0410  ___________________________________________________________________
 CQ0410* NAD 83(1986)-  32 10 41.     (N)    092 05 27.     (W)     SCALED    
 CQ0410* NAVD 88     -        20.25   (+/-2cm)      66.4    (feet)  VERTCON   
 CQ0410  ___________________________________________________________________
 CQ0410  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0410
 CQ0410  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0410
 CQ0410.The horizontal coordinates were scaled from a topographic map and have
 CQ0410.an estimated accuracy of +/- 6 seconds.
 CQ0410
 CQ0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0410.The vertical order pertains to the NGVD 29 superseded value.
 CQ0410
 CQ0410.The geoid height was determined by GEOID03.
 CQ0410
 CQ0410;                    North         East    Units  Estimated Accuracy
 CQ0410;SPC LA N     -   186,130.    1,038,590.      MT  (+/- 180 meters Scaled)
 CQ0410
 CQ0410                          SUPERSEDED SURVEY CONTROL
 CQ0410
 CQ0410  NGVD 29 (??/??/??)   20.284  (m)           66.55   (f) ADJUSTED    1 2
 CQ0410
 CQ0410.Superseded values are not recommended for survey control.
 CQ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0410.See file dsdata.txt to determine how the superseded data were derived.
 CQ0410
 CQ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR857605(NAD 83)
 CQ0410_MARKER: DR = REFERENCE MARK DISK
 CQ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0410_STAMPING: RIVERTON NO 1 1941
 CQ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0410+STABILITY: SURFACE MOTION
 CQ0410
 CQ0410  HISTORY     - Date     Condition        Report By
 CQ0410  HISTORY     - 1941     MONUMENTED       CGS
 CQ0410  HISTORY     - 1966     GOOD             CGS
 CQ0410  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0410
 CQ0410                          STATION DESCRIPTION
 CQ0410
 CQ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0410'6.1 MI N FROM COLUMBIA.
 CQ0410'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0410'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, IN SECTION 19, T 14 N,
 CQ0410'R 4 E, AT THE JUNCTION OF STATE ROAD 847, ABOUT 67 YARDS EAST AND
 CQ0410'ACROSS THE MISSOURI PACIFIC RAILROAD AND THE HIGHWAY FROM BENCH MARK
 CQ0410'P.B.M. H 24-4 (USE), 46 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CQ0410'78 FEET SOUTH OF THE CENTER LINE OF THE STATE ROAD, 193 FEET NORTHWEST
 CQ0410'OF THE NORTHWEST CORNER OF A HOUSE BELONGING TO MR. W.A. FISHER, 120
 CQ0410'FEET EAST OF RAILROAD SIGNAL NUMBER 5252, 0.5 FOOT SOUTH OF A METAL
 CQ0410'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CQ0410'CONCRETE POST PROJECTING 2 INCHES.
 CQ0410
 CQ0410                          STATION RECOVERY (1990)
 CQ0410
 CQ0410'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0412 ***********************************************************************
 CQ0412  DESIGNATION -  RIVERTON RM 4
 CQ0412  PID         -  CQ0412
 CQ0412  STATE/COUNTY-  LA/CALDWELL
 CQ0412  USGS QUAD   -  RIVERTON (1989)
 CQ0412
 CQ0412                         *CURRENT SURVEY CONTROL
 CQ0412  ___________________________________________________________________
 CQ0412* NAD 83(1986)-  32 10 39.     (N)    092 05 30.     (W)     SCALED    
 CQ0412* NAVD 88     -        20.18   (+/-2cm)      66.2    (feet)  VERTCON   
 CQ0412  ___________________________________________________________________
 CQ0412  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ0412
 CQ0412  VERT ORDER  -  THIRD (See Below)
 CQ0412
 CQ0412.The horizontal coordinates were scaled from a topographic map and have
 CQ0412.an estimated accuracy of +/- 6 seconds.
 CQ0412
 CQ0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0412.The vertical order pertains to the NGVD 29 superseded value.
 CQ0412
 CQ0412.The geoid height was determined by GEOID03.
 CQ0412
 CQ0412;                    North         East    Units  Estimated Accuracy
 CQ0412;SPC LA N     -   186,070.    1,038,510.      MT  (+/- 180 meters Scaled)
 CQ0412
 CQ0412                          SUPERSEDED SURVEY CONTROL
 CQ0412
 CQ0412  NGVD 29 (??/??/??)   20.21   (m)           66.3    (f) RESET       3  
 CQ0412
 CQ0412.Superseded values are not recommended for survey control.
 CQ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0412.See file dsdata.txt to determine how the superseded data were derived.
 CQ0412
 CQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR856604(NAD 83)
 CQ0412_MARKER: DR = REFERENCE MARK DISK
 CQ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0412_STAMPING: RIVERTON 1941 NO 4 1966
 CQ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0412+STABILITY: SURFACE MOTION
 CQ0412
 CQ0412  HISTORY     - Date     Condition        Report By
 CQ0412  HISTORY     - 1966     MONUMENTED       CGS
 CQ0412
 CQ0412                          STATION DESCRIPTION
 CQ0412
 CQ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0412'6.0 MI N FROM COLUMBIA.
 CQ0412'LOCATED 6.0 MILES NORTH ALONG U.S. HIGHWAY 165 FROM COLUMBIA, AT ITS
 CQ0412'INTERSECTION WITH STATE HIGHWAY 847, 85.97 FEET WEST-SOUTHWEST OF
 CQ0412'TRIANGULATION STATION RIVERTON 1941 1966, 39 FEET WEST OF THE CENTER
 CQ0412'OF THE HIGHWAY, 43 FEET EAST OF THE EAST RAIL OF THE TRACKS, 78 FEET
 CQ0412'SOUTH OF A TELEGRAPH POLE, 100 FEET NORTH OF TELEGRAPH POLE NO. E54, 1
 CQ0412'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 CQ0412'DISK, STAMPED RIVERTON 1941 NO 4 1966, PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2768 ***********************************************************************
 CQ2768  DESIGNATION -  RIVERTON RM 5
 CQ2768  PID         -  CQ2768
 CQ2768  STATE/COUNTY-  LA/CALDWELL
 CQ2768  USGS QUAD   -  RIVERTON (1989)
 CQ2768
 CQ2768                         *CURRENT SURVEY CONTROL
 CQ2768  ___________________________________________________________________
 CQ2768* NAD 83(1992)-  32 10 38.56064(N)    092 05 30.15749(W)     ADJUSTED  
 CQ2768* NAVD 88     -        19.37   (+/-2cm)      63.5    (feet)  VERTCON   
 CQ2768  ___________________________________________________________________
 CQ2768  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CQ2768  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ2768
 CQ2768  HORZ ORDER  -  FIRST
 CQ2768  VERT ORDER  -  THIRD ? (See Below)
 CQ2768
 CQ2768.The horizontal coordinates were established by classical geodetic methods
 CQ2768.and adjusted by the National Geodetic Survey in January 1993..
 CQ2768
 CQ2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2768.The vertical order pertains to the NGVD 29 superseded value.
 CQ2768
 CQ2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2768
 CQ2768.The geoid height was determined by GEOID03.
 CQ2768
 CQ2768;                    North         East     Units Scale Factor Converg.
 CQ2768;SPC LA N     -   186,052.525 1,038,503.127   MT  0.99992497   +0 12 57.1
 CQ2768;SPC LA N     -   610,407.33  3,407,155.68   sFT  0.99992497   +0 12 57.1
 CQ2768;UTM  15      - 3,560,458.443   585,628.795   MT  0.99969042   +0 29 01.4
 CQ2768
 CQ2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2768!SPC LA N     -   1.00000100  x   0.99992497  =   0.99992597
 CQ2768!UTM  15      -   1.00000100  x   0.99969042  =   0.99969142
 CQ2768
 CQ2768:                Primary Azimuth Mark                     Grid Az
 CQ2768:SPC LA N     -  RIVERTON KNOE TV TWR                     041 45 28.1
 CQ2768:UTM  15      -  RIVERTON KNOE TV TWR                     041 29 23.8
 CQ2768
 CQ2768|---------------------------------------------------------------------|
 CQ2768| PID    Reference Object                     Distance      Geod. Az  |
 CQ2768|                                                           dddmmss.s |
 CQ2768| CQ2766 RIVERTON KNOE TV TWR                APPROX. 3.0 KM 0415825.2 |
 CQ2768| CQ2773 COLUMBIA MUNICIPAL TANK             APPROX. 8.2 KM 1722038.0 |
 CQ2768| CQ2767 RIVERTON MICROWAVE KKS 657          APPROX. 2.2 KM 1743917.6 |
 CQ2768| CQ2778 COLUMBIA HTS MUN TK                 APPROX. 9.2 KM 1770449.5 |
 CQ2768| CQ0376 COLUMBIA RESET                      APPROX. 9.6 KM 1774016.6 |
 CQ2768| CQ2779 COLUMBIA RAD STA KCTL MAST          APPROX. 9.2 KM 1790611.2 |
 CQ2768| CQ2780 COLUMBIA HTS MICROWAVE KKL 442      APPROX. 9.8 KM 1804753.6 |
 CQ2768| CQ0412 RIVERTON RM 4                        62.063 METERS 32150     |
 CQ2768| CQ0409 RIVERTON RESET                       52.274 METERS 34627     |
 CQ2768| CQ2765 H 24 5                              300.366 METERS 35202     |
 CQ2768| CQ0410 RIVERTON RM 1                        86.380 METERS 35704     |
 CQ2768|---------------------------------------------------------------------|
 CQ2768
 CQ2768                          SUPERSEDED SURVEY CONTROL
 CQ2768
 CQ2768  NAD 83(1986)-  32 10 38.57479(N)    092 05 30.14966(W) AD(       ) 1
 CQ2768  NAD 27      -  32 10 38.01772(N)    092 05 29.66183(W) AD(       ) 1
 CQ2768  NGVD 29 (07/19/86)   19.40   (m)           63.6    (f) LEVELING    3  
 CQ2768
 CQ2768.Superseded values are not recommended for survey control.
 CQ2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2768.See file dsdata.txt to determine how the superseded data were derived.
 CQ2768
 CQ2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8562960458(NAD 83)
 CQ2768_MARKER: DS = TRIANGULATION STATION DISK
 CQ2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2768_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2768
 CQ2768  HISTORY     - Date     Condition        Report By
 CQ2768  HISTORY     - 1971     MONUMENTED       NGS
 CQ2768
 CQ2768                          STATION DESCRIPTION
 CQ2768
 CQ2768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2768'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF COLUMBIA, IN THE
 CQ2768'SOUTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 165 AND STATE
 CQ2768'HIGHWAY 847, IN THE SOUTHWEST 1/4 OF SECTION 20, T 14 N, R 4 E
 CQ2768'AND ON THE PROPERTY OF MRS. W.A. FISHER, ROUTE 1, BOX 237,
 CQ2768'COLUMBIA, LOUISIANA.
 CQ2768'
 CQ2768'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA, GO
 CQ2768'NORTHWEST ON A PAVED STREET FOR 0.1 MILE TO U.S. HIGHWAY 165.  TURN
 CQ2768'RIGHT AND GO NORTHEAST ON U.S. HIGHWAY 165 FOR 0.05 MILE TO BRIDGE
 CQ2768'OVER OUACHITA RIVER.  CONTINUE NORTHEAST, CROSSING BRIDGE, AND GO
 CQ2768'NORTHWESTERLY AND NORTH ON U.S. HIGHWAY 165 FOR 4.55 MILES TO
 CQ2768'TEXAS GAS TRANSMISSION COMPANY ON THE RIGHT.  CONTINUE NORTHERLY
 CQ2768'ON U.S. HIGHWAY 165 FOR 1.6 MILES TO THE STATION ON THE
 CQ2768'RIGHT, JUST BEFORE REACHING STATE HIGHWAY 847.
 CQ2768'
 CQ2768'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 CQ2768'RIVERTON 1941 NO 5 1971.  THE SURFACE DISK IS SET IN THE TOP OF A
 CQ2768'12-INCH CYLINDRICAL CONCRETE MONUMENT 18 INCHES BELOW THE GROUND
 CQ2768'SURFACE.  IT IS 140.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CQ2768'FRAME HOUSE, 117 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 CQ2768'165, 112 FEET NORTH OF A FENCE LINE AND 91 FEET SOUTH OF THE
 CQ2768'CENTER OF A GRAVELED DRIVEWAY.  THE UNDERGROUND DISK IS SET
 CQ2768'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 60 INCHES BELOW
 CQ2768'THE GROUND SURFACE.
 CQ2768'
 CQ2768'REFERENCE MARK 4, A STANDARD DISK STAMPED RIVERTON 1941 NO 4 1966,
 CQ2768'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CQ2768'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 100 FEET NORTH
 CQ2768'OF A TELEGRAPH POLE NUMBER E 54, 78 FEET SOUTH OF A TELEGRAPH
 CQ2768'POLE, 43 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 49 FEET
 CQ2768'WEST OF THE CENTER OF U.S. HIGHWAY 165 AND 1 FOOT NORTH OF A
 CQ2768'METAL WITNESS POST WITH SIGN.
 CQ2768'
 CQ2768'RIVERTON 1941 1966, A STANDARD DISK STAMPED RIVERTON 1941 1966
 CQ2768'BM, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2768'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 200 FEET SOUTH OF THE
 CQ2768'CENTER OF STATE HIGHWAY 847, 64 FEET NORTH OF THE CENTER OF A
 CQ2768'GRAVELED DRIVEWAY AND 45 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 CQ2768'165
 CQ2768'
 CQ2768'PBM H-24-5 (USE) IS A U.S. ARMY CORPS OF ENGINEERS BRASS CAP,
 CQ2768'STAMPED PBM H-24-5, RIVETED TO THE TOP OF A 3-INCH IRON PIPE
 CQ2768'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 86 FEET
 CQ2768'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, AT MILE POST
 CQ2768'NUMBER 525, 70 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE, 60 FEET
 CQ2768'EAST OF THE TOP OF A LEVEE, 40 FEET WEST OF A FENCE AND 4 FEET
 CQ2768'NORTH OF A METAL WITNESS POST WITH SIGN.
 CQ2768'
 CQ2768'REFERENCE MARK 1, A STANDARD DISK STAMPED RIVERTON NO 1 1941, IS
 CQ2768'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 CQ2768'INCHES ABOVE THE GROUND SURFACE.  IT IS 120 FEET EAST OF A
 CQ2768'RAILROAD SIGNAL BLOCK, 80 FEET SOUTH OF THE CENTER OF STATE
 CQ2768'HIGHWAY 847, 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 165 AND 1
 CQ2768'FOOT EAST OF A METAL WITNESS POST WITH SIGN.
 CQ2768'
 CQ2768'PBM H-24-5 (USE) (AZI. MK.) IS REACHED FROM THE STATION BY GOING
 CQ2768'NORTH ON U.S. HIGHWAY 165 FOR 0.2 MILE TO THE MARK ON LEFT, WEST OF
 CQ2768'THE RAILROAD TRACKS AS DESCRIBED.
 CQ2768'
 CQ2768'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CQ2768'RIVERTON 1941 1966.
 CQ2768'
 CQ2768'TENSION ON MEASUREMENT FROM RM 5 TO RM 4 WAS 10 KILOS.
 CQ2768'
 CQ2768'TENSION ON MEASUREMENT FROM RM 5 TO RIVERTON 1941 1966 WAS AS
 CQ2768'REQUIRED ON TRAVERSE.
 CQ2768'
 CQ2768'TENSION ON MEASUREMENT FROM RM 5 TO RM 1 WAS 15 KILOS.
 CQ2768'
 CQ2768'TENSION ON MEASUREMENT FROM RM 1 TO RM 4 WAS 10 KILOS.
 CQ2768'
 CQ2768'HEIGHT OF LIGHT ABOVE STATION MARK 39.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2014 ***********************************************************************
 BJ2014  DESIGNATION -  RM 33 USE
 BJ2014  PID         -  BJ2014
 BJ2014  STATE/COUNTY-  LA/IBERVILLE
 BJ2014  USGS QUAD   -  BAYOU SORREL (1992)
 BJ2014
 BJ2014                         *CURRENT SURVEY CONTROL
 BJ2014  ___________________________________________________________________
 BJ2014* NAD 83(1986)-  30 13 26.     (N)    091 20 26.     (W)     SCALED    
 BJ2014* NAVD 88     -         5.90   (+/-2cm)      19.4    (feet)  VERTCON   
 BJ2014  ___________________________________________________________________
 BJ2014  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2014
 BJ2014  VERT ORDER  -  ? (See Below)
 BJ2014
 BJ2014.The horizontal coordinates were scaled from a topographic map and have
 BJ2014.an estimated accuracy of +/- 6 seconds.
 BJ2014
 BJ2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2014.The vertical order pertains to the NGVD 29 superseded value.
 BJ2014
 BJ2014.The geoid height was determined by GEOID03.
 BJ2014
 BJ2014;                    North         East    Units  Estimated Accuracy
 BJ2014;SPC LA S     -   191,080.      999,310.      MT  (+/- 180 meters Scaled)
 BJ2014
 BJ2014                          SUPERSEDED SURVEY CONTROL
 BJ2014
 BJ2014  NGVD 29 (??/??/??)    5.921  (m)           19.43   (f) ADJUSTED    ?  
 BJ2014
 BJ2014.Superseded values are not recommended for survey control.
 BJ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2014.See file dsdata.txt to determine how the superseded data were derived.
 BJ2014
 BJ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP597447(NAD 83)
 BJ2014_MARKER: S = SPIKE
 BJ2014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2014_SP_SET: TREE
 BJ2014_STAMPING: PRE. B.M. 33-1933
 BJ2014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2014
 BJ2014  HISTORY     - Date     Condition        Report By
 BJ2014  HISTORY     - 1933     MONUMENTED       DOD
 BJ2014
 BJ2014                          STATION DESCRIPTION
 BJ2014
 BJ2014'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2014'2.7 MI S FROM INDIAN VILLAGE.
 BJ2014'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ2014'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 1.8 MILES WEST ALONG
 BJ2014'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, ABOUT
 BJ2014'80 FEET EAST OF P.B.M. BULLTAIL (U.S.E.), DESCRIBED ABOVE, AT A
 BJ2014'16-INCH ASH TREE WITH A BRASS PLATE STAMPED PRE B.M. 33 1933, IN THE
 BJ2014'DIAMOND BLAZE ON THE NORTH SIDE OF THE TREE, AND ABOUT 11 FEET HIGHER
 BJ2014'THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2363 ***********************************************************************
 BJ2363  DESIGNATION -  RM A R 8 M USE
 BJ2363  PID         -  BJ2363
 BJ2363  STATE/COUNTY-  LA/ST MARTIN
 BJ2363  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2363
 BJ2363                         *CURRENT SURVEY CONTROL
 BJ2363  ___________________________________________________________________
 BJ2363* NAD 83(1986)-  30 20 10.     (N)    091 42 09.     (W)     SCALED    
 BJ2363* NAVD 88     -        10.75   (+/-2cm)      35.3    (feet)  VERTCON   
 BJ2363  ___________________________________________________________________
 BJ2363  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2363
 BJ2363  VERT ORDER  -  ? (See Below)
 BJ2363
 BJ2363.The horizontal coordinates were scaled from a topographic map and have
 BJ2363.an estimated accuracy of +/- 6 seconds.
 BJ2363
 BJ2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2363.The vertical order pertains to the NGVD 29 superseded value.
 BJ2363
 BJ2363.The geoid height was determined by GEOID03.
 BJ2363
 BJ2363;                    North         East    Units  Estimated Accuracy
 BJ2363;SPC LA S     -   203,580.      964,500.      MT  (+/- 180 meters Scaled)
 BJ2363
 BJ2363                          SUPERSEDED SURVEY CONTROL
 BJ2363
 BJ2363  NGVD 29 (??/??/??)   10.752  (m)           35.28   (f) ADJUSTED    ?  
 BJ2363
 BJ2363.Superseded values are not recommended for survey control.
 BJ2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2363.See file dsdata.txt to determine how the superseded data were derived.
 BJ2363
 BJ2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP247567(NAD 83)
 BJ2363_MARKER: S = SPIKE
 BJ2363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2363_SP_SET: TREE
 BJ2363_STAMPING: PRE B.M. A R 8 M
 BJ2363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2363
 BJ2363  HISTORY     - Date     Condition        Report By
 BJ2363  HISTORY     - UNK      MONUMENTED       DOD
 BJ2363  HISTORY     - 1933     GOOD             DOD
 BJ2363  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2363
 BJ2363                          STATION DESCRIPTION
 BJ2363
 BJ2363'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2363'1.2 MI SE FROM EAST ATCHAFALAYA.
 BJ2363'1.2 MILES SOUTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2363'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2363'SAINT MARTIN PARISH, ABOUT 177 FEET SOUTH OF THE MOUTH OF BAYOU MAL
 BJ2363'BOEUF, 27 FEET SOUTH OF P.B.M. A-R-8 M (U.S.E.), DESCRIBED ABOVE, AT A
 BJ2363'24-INCH WILLOW TREE WITH A BRASS PLATE STAMPED PRE B.M. A-R-8 M, IN A
 BJ2363'DIAMOND BLAZE ON THE UPPER SIDE OF THE LOWEST OF THREE BRANCHES, AND
 BJ2363'ABOUT 14 FEET HIGHER THAN THE GROUND.  A SPIKE.
 BJ2363
 BJ2363                          STATION RECOVERY (1968)
 BJ2363
 BJ2363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2345 ***********************************************************************
 BJ2345  DESIGNATION -  RM AR 6 M USE
 BJ2345  PID         -  BJ2345
 BJ2345  STATE/COUNTY-  LA/ST MARTIN
 BJ2345  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2345
 BJ2345                         *CURRENT SURVEY CONTROL
 BJ2345  ___________________________________________________________________
 BJ2345* NAD 83(1986)-  30 23 40.     (N)    091 40 34.     (W)     SCALED    
 BJ2345* NAVD 88     -        11.37   (+/-2cm)      37.3    (feet)  VERTCON   
 BJ2345  ___________________________________________________________________
 BJ2345  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2345
 BJ2345  VERT ORDER  -  ? (See Below)
 BJ2345
 BJ2345.The horizontal coordinates were scaled from a topographic map and have
 BJ2345.an estimated accuracy of +/- 6 seconds.
 BJ2345
 BJ2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2345.The vertical order pertains to the NGVD 29 superseded value.
 BJ2345
 BJ2345.The geoid height was determined by GEOID03.
 BJ2345
 BJ2345;                    North         East    Units  Estimated Accuracy
 BJ2345;SPC LA S     -   210,040.      967,060.      MT  (+/- 180 meters Scaled)
 BJ2345
 BJ2345                          SUPERSEDED SURVEY CONTROL
 BJ2345
 BJ2345  NGVD 29 (??/??/??)   11.381  (m)           37.34   (f) ADJUSTED    ?  
 BJ2345
 BJ2345.Superseded values are not recommended for survey control.
 BJ2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2345.See file dsdata.txt to determine how the superseded data were derived.
 BJ2345
 BJ2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP271632(NAD 83)
 BJ2345_MARKER: Z = SEE DESCRIPTION
 BJ2345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2345_SP_SET: TREE
 BJ2345_STAMPING: PRE B.M. AR 6 M 1933
 BJ2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2345
 BJ2345  HISTORY     - Date     Condition        Report By
 BJ2345  HISTORY     - 1933     MONUMENTED       DOD
 BJ2345  HISTORY     - 1936     GOOD             CGS
 BJ2345
 BJ2345                          STATION DESCRIPTION
 BJ2345
 BJ2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BJ2345'4 MI NE FROM ATCHAFALAYA.
 BJ2345'4.3 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2345'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2345'SAINT MARTIN PARISH, 30 FEET SOUTH OF P.B.M. A-R-6 M (U.S.E.),
 BJ2345'DESCRIBED ABOVE, AT A 24-INCH WILLOW TREE WITH A BRASS PLATE STAMPED
 BJ2345'PRE B.M. A-R-6 M 1933, IN THE DIAMOND BLAZE ON THE UPPER RIVERSIDE OF
 BJ2345'THE TREE, AND ABOUT 12 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2427 ***********************************************************************
 BJ2427  DESIGNATION -  RM BIG TENSAS USE
 BJ2427  PID         -  BJ2427
 BJ2427  STATE/COUNTY-  LA/ST MARTIN
 BJ2427  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2427
 BJ2427                         *CURRENT SURVEY CONTROL
 BJ2427  ___________________________________________________________________
 BJ2427* NAD 83(1986)-  30 14 40.     (N)    091 34 30.     (W)     SCALED    
 BJ2427* NAVD 88     -         8.64   (+/-2cm)      28.3    (feet)  VERTCON   
 BJ2427  ___________________________________________________________________
 BJ2427  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ2427
 BJ2427  VERT ORDER  -  ? (See Below)
 BJ2427
 BJ2427.The horizontal coordinates were scaled from a topographic map and have
 BJ2427.an estimated accuracy of +/- 6 seconds.
 BJ2427
 BJ2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2427.The vertical order pertains to the NGVD 29 superseded value.
 BJ2427
 BJ2427.The geoid height was determined by GEOID03.
 BJ2427
 BJ2427;                    North         East    Units  Estimated Accuracy
 BJ2427;SPC LA S     -   193,390.      976,740.      MT  (+/- 180 meters Scaled)
 BJ2427
 BJ2427                          SUPERSEDED SURVEY CONTROL
 BJ2427
 BJ2427  NGVD 29 (??/??/??)    8.653  (m)           28.39   (f) ADJUSTED    ?  
 BJ2427
 BJ2427.Superseded values are not recommended for survey control.
 BJ2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2427.See file dsdata.txt to determine how the superseded data were derived.
 BJ2427
 BJ2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP371467(NAD 83)
 BJ2427_MARKER: S = SPIKE
 BJ2427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2427_SP_SET: TREE
 BJ2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2427
 BJ2427  HISTORY     - Date     Condition        Report By
 BJ2427  HISTORY     - UNK      MONUMENTED       DOD
 BJ2427  HISTORY     - 1933     GOOD             DOD
 BJ2427
 BJ2427                          STATION DESCRIPTION
 BJ2427
 BJ2427'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2427'9.9 MI SE FROM BUTTE LA ROSE.
 BJ2427'9.9 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2427'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 100 FEET
 BJ2427'BELOW A POINT 10 FEET BACK OF P.B.M. BIG TENSAS (U.S.E.), DESCRIBED
 BJ2427'ABOVE, IN THE RIVERSIDE OF A DIAMOND BLAZED 30-INCH COTTONWOOD TREE,
 BJ2427'AND ABOUT 14 INCHES HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2346 ***********************************************************************
 BJ2346  DESIGNATION -  RM BR 6 M USE
 BJ2346  PID         -  BJ2346
 BJ2346  STATE/COUNTY-  LA/ST MARTIN
 BJ2346  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2346
 BJ2346                         *CURRENT SURVEY CONTROL
 BJ2346  ___________________________________________________________________
 BJ2346* NAD 83(1986)-  30 23 40.     (N)    091 40 34.     (W)     SCALED    
 BJ2346* NAVD 88     -        11.58   (+/-2cm)      38.0    (feet)  VERTCON   
 BJ2346  ___________________________________________________________________
 BJ2346  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2346
 BJ2346  VERT ORDER  -  ? (See Below)
 BJ2346
 BJ2346.The horizontal coordinates were scaled from a topographic map and have
 BJ2346.an estimated accuracy of +/- 6 seconds.
 BJ2346
 BJ2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2346.The vertical order pertains to the NGVD 29 superseded value.
 BJ2346
 BJ2346.The geoid height was determined by GEOID03.
 BJ2346
 BJ2346;                    North         East    Units  Estimated Accuracy
 BJ2346;SPC LA S     -   210,040.      967,060.      MT  (+/- 180 meters Scaled)
 BJ2346
 BJ2346                          SUPERSEDED SURVEY CONTROL
 BJ2346
 BJ2346  NGVD 29 (??/??/??)   11.592  (m)           38.03   (f) ADJUSTED    ?  
 BJ2346
 BJ2346.Superseded values are not recommended for survey control.
 BJ2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2346.See file dsdata.txt to determine how the superseded data were derived.
 BJ2346
 BJ2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP271632(NAD 83)
 BJ2346_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2346_SP_SET: TREE
 BJ2346_STAMPING: PRE B.M. B R 6 M 1933
 BJ2346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2346
 BJ2346  HISTORY     - Date     Condition        Report By
 BJ2346  HISTORY     - 1933     MONUMENTED       DOD
 BJ2346
 BJ2346                          STATION DESCRIPTION
 BJ2346
 BJ2346'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2346'4.1 MI NE FROM ATCHAFALAYA.
 BJ2346'4.1 MILES NORTHEAST ALONG THE EAST BANK OF ATCHAFALAYA RIVER FROM THE
 BJ2346'ABANDONED TEXAS AND NEW ORLEANS RAILROAD BRIDGE AT EAST ATCHAFALAYA,
 BJ2346'SAINT MARTIN PARISH, 35 FEET ABOVE AND 35 FEET BACK OF P.B.M. B-R-6 7
 BJ2346'(U.S.E.), DESCRIBED ABOVE, AT A 10-INCH WILLOW TREE WITH A BRASS PLATE
 BJ2346'STAMPED PRE B.M. B-R-6 M 1933, IN THE DIAMOND BLAZE ON THE LOWER SIDE
 BJ2346'OF THE TREE, AND ABOUT 14 FEET HIGHER THAN THE GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2404 ***********************************************************************
 BJ2404  DESIGNATION -  RM DEAD LIVE OAK USE
 BJ2404  PID         -  BJ2404
 BJ2404  STATE/COUNTY-  LA/ST MARTIN
 BJ2404  USGS QUAD   -  COW BAYOU (1992)
 BJ2404
 BJ2404                         *CURRENT SURVEY CONTROL
 BJ2404  ___________________________________________________________________
 BJ2404* NAD 83(1986)-  30 16 41.     (N)    091 36 44.     (W)     SCALED    
 BJ2404* NAVD 88     -         9.08   (+/-2cm)      29.8    (feet)  VERTCON   
 BJ2404  ___________________________________________________________________
 BJ2404  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2404
 BJ2404  VERT ORDER  -  ? (See Below)
 BJ2404
 BJ2404.The horizontal coordinates were scaled from a topographic map and have
 BJ2404.an estimated accuracy of +/- 6 seconds.
 BJ2404
 BJ2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2404.The vertical order pertains to the NGVD 29 superseded value.
 BJ2404
 BJ2404.The geoid height was determined by GEOID03.
 BJ2404
 BJ2404;                    North         East    Units  Estimated Accuracy
 BJ2404;SPC LA S     -   197,120.      973,170.      MT  (+/- 180 meters Scaled)
 BJ2404
 BJ2404                          SUPERSEDED SURVEY CONTROL
 BJ2404
 BJ2404  NGVD 29 (??/??/??)    9.093  (m)           29.83   (f) ADJUSTED    ?  
 BJ2404
 BJ2404.Superseded values are not recommended for survey control.
 BJ2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2404.See file dsdata.txt to determine how the superseded data were derived.
 BJ2404
 BJ2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP334504(NAD 83)
 BJ2404_MARKER: S = SPIKE
 BJ2404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2404_SP_SET: TREE
 BJ2404_STAMPING: PRE B.M. DEAD LIVE OAK 1933
 BJ2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2404
 BJ2404  HISTORY     - Date     Condition        Report By
 BJ2404  HISTORY     - 1933     MONUMENTED       DOD
 BJ2404
 BJ2404                          STATION DESCRIPTION
 BJ2404
 BJ2404'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2404'5.4 MI SE FROM BUTTE LA ROSE.
 BJ2404'5.4 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2404'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 35 FEET BACK OF
 BJ2404'P.B.M. 26 (U.S.E.), DESCRIBED BELOW, AT A 28-INCH WILLOW TREE WITH A
 BJ2404'BRASS PLATE STAMPED PRE B.M. DEAD LIVE OAK 1933, IN THE DIAMOND BLAZE
 BJ2404'ON THE RIVER-SIDE OF THE TREE, AND ABOUT 12 FEET HIGHER THAN THE
 BJ2404'GROUND.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2400 ***********************************************************************
 BJ2400  DESIGNATION -  RM LA ROMPE USE
 BJ2400  PID         -  BJ2400
 BJ2400  STATE/COUNTY-  LA/ST MARTIN
 BJ2400  USGS QUAD   -  COW BAYOU (1992)
 BJ2400
 BJ2400                         *CURRENT SURVEY CONTROL
 BJ2400  ___________________________________________________________________
 BJ2400* NAD 83(1986)-  30 16 30.     (N)    091 37 00.     (W)     SCALED    
 BJ2400* NAVD 88     -         8.80   (+/-2cm)      28.9    (feet)  VERTCON   
 BJ2400  ___________________________________________________________________
 BJ2400  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2400
 BJ2400  VERT ORDER  -  ? (See Below)
 BJ2400
 BJ2400.The horizontal coordinates were scaled from a topographic map and have
 BJ2400.an estimated accuracy of +/- 6 seconds.
 BJ2400
 BJ2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2400.The vertical order pertains to the NGVD 29 superseded value.
 BJ2400
 BJ2400.The geoid height was determined by GEOID03.
 BJ2400
 BJ2400;                    North         East    Units  Estimated Accuracy
 BJ2400;SPC LA S     -   196,780.      972,740.      MT  (+/- 180 meters Scaled)
 BJ2400
 BJ2400                          SUPERSEDED SURVEY CONTROL
 BJ2400
 BJ2400  NGVD 29 (??/??/??)    8.811  (m)           28.91   (f) ADJUSTED    ?  
 BJ2400
 BJ2400.Superseded values are not recommended for survey control.
 BJ2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2400.See file dsdata.txt to determine how the superseded data were derived.
 BJ2400
 BJ2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP330500(NAD 83)
 BJ2400_MARKER: S = SPIKE
 BJ2400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2400_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2400_STAMPING: PRE LA ROMPE 1933
 BJ2400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2400
 BJ2400  HISTORY     - Date     Condition        Report By
 BJ2400  HISTORY     - 1933     MONUMENTED       DOD
 BJ2400
 BJ2400                          STATION DESCRIPTION
 BJ2400
 BJ2400'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2400'5.1 MI SE FROM BUTTE LA ROSE.
 BJ2400'5.1 MILES SOUTHEAST ALONG THE LEFT BANK OF UPPER GRAND RIVER FROM THE
 BJ2400'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 10 FEET IN FRONT
 BJ2400'OF P.B.M. LA ROMPE (U.S.E.), DESCRIBED ABOVE, AT A 15-INCH WILLOW TREE
 BJ2400'WITH A BRASS PLATE STAMPED PRE LA ROMPE 1933, IN THE DIAMOND BLAZE ON
 BJ2400'THE UPPER SIDE OF THE TREE, AND ABOUT 12 FEET HIGHER THAN THE GROUND.
 BJ2400'A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2438 ***********************************************************************
 BJ2438  DESIGNATION -  RM LITTLE TENSAS USE
 BJ2438  PID         -  BJ2438
 BJ2438  STATE/COUNTY-  LA/ST MARTIN
 BJ2438  USGS QUAD   -  LAKE MONGOULOIS (1973)
 BJ2438
 BJ2438                         *CURRENT SURVEY CONTROL
 BJ2438  ___________________________________________________________________
 BJ2438* NAD 83(1986)-  30 14 21.     (N)    091 31 33.     (W)     SCALED    
 BJ2438* NAVD 88     -         7.74   (+/-2cm)      25.4    (feet)  VERTCON   
 BJ2438  ___________________________________________________________________
 BJ2438  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2438
 BJ2438  VERT ORDER  -  ? (See Below)
 BJ2438
 BJ2438.The horizontal coordinates were scaled from a topographic map and have
 BJ2438.an estimated accuracy of +/- 6 seconds.
 BJ2438
 BJ2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2438.The vertical order pertains to the NGVD 29 superseded value.
 BJ2438
 BJ2438.The geoid height was determined by GEOID03.
 BJ2438
 BJ2438;                    North         East    Units  Estimated Accuracy
 BJ2438;SPC LA S     -   192,790.      981,470.      MT  (+/- 180 meters Scaled)
 BJ2438
 BJ2438                          SUPERSEDED SURVEY CONTROL
 BJ2438
 BJ2438  NGVD 29 (??/??/??)    7.757  (m)           25.45   (f) ADJUSTED    ?  
 BJ2438
 BJ2438.Superseded values are not recommended for survey control.
 BJ2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2438.See file dsdata.txt to determine how the superseded data were derived.
 BJ2438
 BJ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP418462(NAD 83)
 BJ2438_MARKER: S = SPIKE
 BJ2438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2438_SP_SET: TREE
 BJ2438_STAMPING: PRE B.M. LITTLE TENSAS 1933
 BJ2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2438
 BJ2438  HISTORY     - Date     Condition        Report By
 BJ2438  HISTORY     - 1933     MONUMENTED       DOD
 BJ2438
 BJ2438                          STATION DESCRIPTION
 BJ2438
 BJ2438'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2438'12.8 MI SE FROM BUTTE LA ROSE.
 BJ2438'12.8 MILES SOUTHEAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM
 BJ2438'THE BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 12 FEET BACK
 BJ2438'OF P.B.M. LITTLE TENSAS (U.S.E.), DESCRIBED ABOVE, IN THE DIAMOND
 BJ2438'BLAZE OF A 12-INCH COTTONWOOD TREE WITH A BRASS PLATE STAMPED PRE B.M.
 BJ2438'LITTLE TENSAS 1933, AND ABOUT 14 FEET HIGHER THAN THE GROUND. A SPIKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2410 ***********************************************************************
 BJ2410  DESIGNATION -  RM MONK USE
 BJ2410  PID         -  BJ2410
 BJ2410  STATE/COUNTY-  LA/ST MARTIN
 BJ2410  USGS QUAD   -  COW BAYOU (1992)
 BJ2410
 BJ2410                         *CURRENT SURVEY CONTROL
 BJ2410  ___________________________________________________________________
 BJ2410* NAD 83(1986)-  30 16 49.     (N)    091 35 50.     (W)     SCALED    
 BJ2410* NAVD 88     -         8.40   (+/-2cm)      27.6    (feet)  VERTCON   
 BJ2410  ___________________________________________________________________
 BJ2410  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2410
 BJ2410  VERT ORDER  -  ? (See Below)
 BJ2410
 BJ2410.The horizontal coordinates were scaled from a topographic map and have
 BJ2410.an estimated accuracy of +/- 6 seconds.
 BJ2410
 BJ2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2410.The vertical order pertains to the NGVD 29 superseded value.
 BJ2410
 BJ2410.The geoid height was determined by GEOID03.
 BJ2410
 BJ2410;                    North         East    Units  Estimated Accuracy
 BJ2410;SPC LA S     -   197,360.      974,610.      MT  (+/- 180 meters Scaled)
 BJ2410
 BJ2410                          SUPERSEDED SURVEY CONTROL
 BJ2410
 BJ2410  NGVD 29 (??/??/??)    8.413  (m)           27.60   (f) ADJUSTED    ?  
 BJ2410
 BJ2410.Superseded values are not recommended for survey control.
 BJ2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2410.See file dsdata.txt to determine how the superseded data were derived.
 BJ2410
 BJ2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP349506(NAD 83)
 BJ2410_MARKER: S = SPIKE
 BJ2410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2410_SP_SET: TREE
 BJ2410_STAMPING: PRE B.M. MONK 1933
 BJ2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2410
 BJ2410  HISTORY     - Date     Condition        Report By
 BJ2410  HISTORY     - 1933     MONUMENTED       DOD
 BJ2410
 BJ2410                          STATION DESCRIPTION
 BJ2410
 BJ2410'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2410'6.8 MI E FROM BUTTE LA ROSE.
 BJ2410'6.8 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2410'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 30 FEET BELOW
 BJ2410'P.B.M. MONK (U.S.E.), DESCRIBED ABOVE, AT A 10-INCH WILLOW TREE WITH A
 BJ2410'BRASS PLATE STAMPED PRE B.M. MONK 1933, IN THE DIAMOND BLAZE ON THE
 BJ2410'RIVERSIDE OF THE TREE, AND ABOUT 11 FEET HIGHER THAN THE GROUND. A
 BJ2410'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2414 ***********************************************************************
 BJ2414  DESIGNATION -  RM VERNA USE
 BJ2414  PID         -  BJ2414
 BJ2414  STATE/COUNTY-  LA/ST MARTIN
 BJ2414  USGS QUAD   -  COW BAYOU (1992)
 BJ2414
 BJ2414                         *CURRENT SURVEY CONTROL
 BJ2414  ___________________________________________________________________
 BJ2414* NAD 83(1986)-  30 16 43.     (N)    091 35 41.     (W)     SCALED    
 BJ2414* NAVD 88     -         8.72   (+/-2cm)      28.6    (feet)  VERTCON   
 BJ2414  ___________________________________________________________________
 BJ2414  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2414
 BJ2414  VERT ORDER  -  ? (See Below)
 BJ2414
 BJ2414.The horizontal coordinates were scaled from a topographic map and have
 BJ2414.an estimated accuracy of +/- 6 seconds.
 BJ2414
 BJ2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2414.The vertical order pertains to the NGVD 29 superseded value.
 BJ2414
 BJ2414.The geoid height was determined by GEOID03.
 BJ2414
 BJ2414;                    North         East    Units  Estimated Accuracy
 BJ2414;SPC LA S     -   197,180.      974,850.      MT  (+/- 180 meters Scaled)
 BJ2414
 BJ2414                          SUPERSEDED SURVEY CONTROL
 BJ2414
 BJ2414  NGVD 29 (??/??/??)    8.730  (m)           28.64   (f) ADJUSTED    ?  
 BJ2414
 BJ2414.Superseded values are not recommended for survey control.
 BJ2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2414.See file dsdata.txt to determine how the superseded data were derived.
 BJ2414
 BJ2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP351504(NAD 83)
 BJ2414_MARKER: S = SPIKE
 BJ2414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2414_SP_SET: TREE
 BJ2414_STAMPING: PRE B.M. VERNA 1933
 BJ2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2414
 BJ2414  HISTORY     - Date     Condition        Report By
 BJ2414  HISTORY     - 1933     MONUMENTED       DOD
 BJ2414
 BJ2414                          STATION DESCRIPTION
 BJ2414
 BJ2414'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2414'7.0 MI E FROM BUTTE LA ROSE.
 BJ2414'7.0 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2414'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 7 FEET ABOVE
 BJ2414'P.B.M. VERNA (U.S.E), DESCRIBED ABOVE, AT AN 8-INCH WILLOW TREE WITH A
 BJ2414'BRASS PLATE STAMPED PRE B.M. VERNA 1933, IN THE DIAMOND BLAZE ON THE
 BJ2414'LOWER SIDE OF THE TREE AND ABOUT 12 FEET HIGHER THAN THE GROUND. A
 BJ2414'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2418 ***********************************************************************
 BJ2418  DESIGNATION -  RM WHISKEY BAY USE
 BJ2418  PID         -  BJ2418
 BJ2418  STATE/COUNTY-  LA/ST MARTIN
 BJ2418  USGS QUAD   -  COW BAYOU (1992)
 BJ2418
 BJ2418                         *CURRENT SURVEY CONTROL
 BJ2418  ___________________________________________________________________
 BJ2418* NAD 83(1986)-  30 16 16.     (N)    091 35 25.     (W)     SCALED    
 BJ2418* NAVD 88     -         8.39   (+/-2cm)      27.5    (feet)  VERTCON   
 BJ2418  ___________________________________________________________________
 BJ2418  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ2418
 BJ2418  VERT ORDER  -  ? (See Below)
 BJ2418
 BJ2418.The horizontal coordinates were scaled from a topographic map and have
 BJ2418.an estimated accuracy of +/- 6 seconds.
 BJ2418
 BJ2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2418.The vertical order pertains to the NGVD 29 superseded value.
 BJ2418
 BJ2418.The geoid height was determined by GEOID03.
 BJ2418
 BJ2418;                    North         East    Units  Estimated Accuracy
 BJ2418;SPC LA S     -   196,350.      975,280.      MT  (+/- 180 meters Scaled)
 BJ2418
 BJ2418                          SUPERSEDED SURVEY CONTROL
 BJ2418
 BJ2418  NGVD 29 (??/??/??)    8.405  (m)           27.58   (f) ADJUSTED    ?  
 BJ2418
 BJ2418.Superseded values are not recommended for survey control.
 BJ2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2418.See file dsdata.txt to determine how the superseded data were derived.
 BJ2418
 BJ2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP356496(NAD 83)
 BJ2418_MARKER: S = SPIKE
 BJ2418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2418_SP_SET: TREE
 BJ2418_STAMPING: PRE B.M. WHISKEY BAY 1933
 BJ2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2418
 BJ2418  HISTORY     - Date     Condition        Report By
 BJ2418  HISTORY     - 1933     MONUMENTED       DOD
 BJ2418
 BJ2418                          STATION DESCRIPTION
 BJ2418
 BJ2418'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2418'7.7 MI E FROM BUTTE LA ROSE.
 BJ2418'7.7 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2418'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, 33 FEET ABOVE AND
 BJ2418'10 FEET BACK OF P.B.M. WHISKEY 12-INCH CYPRESS TREE WITH A BRASS PLATE
 BJ2418'STAMPED PRE B.M. WHISKEY BAY 1933, IN THE DIAMOND BLAZE ON THE LOWER
 BJ2418'SIDE OF THE TREE, AND ABOUT 12 FEET HIGHER THAN THE GROUND. A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3125 ***********************************************************************
 BK3125  DESIGNATION -  RNG LAKE CHARLES RADIO LCH
 BK3125  PID         -  BK3125
 BK3125  STATE/COUNTY-  LA/CALCASIEU
 BK3125  USGS QUAD   -  LAKE CHARLES (1994)
 BK3125
 BK3125                         *CURRENT SURVEY CONTROL
 BK3125  ___________________________________________________________________
 BK3125* NAD 83(1992)-  30 10 32.94365(N)    093 08 51.37014(W)     ADJUSTED  
 BK3125* NAVD 88     -                                                        
 BK3125  **This station is located in a subsidence area (see below).
 BK3125  ___________________________________________________________________
 BK3125  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BK3125  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK3125
 BK3125  HORZ ORDER  -  THIRD
 BK3125
 BK3125.The horizontal coordinates were established by classical geodetic methods
 BK3125.and adjusted by the National Geodetic Survey in January 1993..
 BK3125
 BK3125 ** The orthometric height has not been validated since last determined
 BK3125 ** by differential leveling and should not be used for control purposes.
 BK3125 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3125 ** area with valid NAVD 88 orthometric heights.
 BK3125 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3125 ** epoch indicated which incorporates improved geoid heights for the
 BK3125 ** Southern Louisiana Subsidence area.
 BK3125 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3125
 BK3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3125
 BK3125.The geoid height was determined by GEOID03.
 BK3125
 BK3125;                    North         East     Units Scale Factor Converg.
 BK3125;SPC LA S     -   187,138.291   825,276.747   MT  0.99993039   -0 54 25.8
 BK3125;SPC LA S     -   613,969.54  2,707,595.46   sFT  0.99993039   -0 54 25.8
 BK3125;UTM  15      - 3,338,276.838   485,789.203   MT  0.99960249   -0 04 27.1
 BK3125
 BK3125                          SUPERSEDED SURVEY CONTROL
 BK3125
 BK3125  NAD 83(1986)-  30 10 32.96717(N)    093 08 51.36224(W) AD(       ) 4
 BK3125  NAD 27      -  30 10 32.21900(N)    093 08 50.82700(W) AD(       ) 3
 BK3125
 BK3125.Superseded values are not recommended for survey control.
 BK3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3125.See file dsdata.txt to determine how the superseded data were derived.
 BK3125
 BK3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8578938277(NAD 83)
 BK3125_MARKER: 27 = RADIO RANGE MAST
 BK3125
 BK3125  HISTORY     - Date     Condition        Report By
 BK3125  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3125  HISTORY     - 1958     GOOD             CGS
 BK3125  HISTORY     - 1963     GOOD             CGS
 BK3125  HISTORY     - 1963     GOOD             CGS
 BK3125
 BK3125                          STATION DESCRIPTION
 BK3125
 BK3125'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3125'THE STATION IS THE CENTER ONE OF FIVE POLES WHICH COMPRISE THE
 BK3125'LAKE CHARLES RADIO RANGE STATION 242 LCH.
 BK3125'
 BK3125'IT IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF THE BUSINESS DISTRICT
 BK3125'OF LAKE CHARLES AND ABOUT 3 MILES SOUTH OF THE LAKE CHARLES
 BK3125'ARMY AIR FORCE BASE.
 BK3125'
 BK3125'IT IS AN UNLIGHTED STEEL POLE ABOUT 70 FEET IN HEIGHT.
 BK3125
 BK3125                          STATION RECOVERY (1958)
 BK3125
 BK3125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BK3125'THE STATION WAS VISITED 6-2-58 AND IT WAS FOUND THAT THE CENTER
 BK3125'POLE OF FIVE POLES HAD BEEN REPLACE WITH A RADIO MAST.
 BK3125'
 BK3125'IT IS LOCATED 5.5 MILES SOUTHEAST OF THE DOWNTOWN AREA OF LAKE
 BK3125'CHARLES, AND 3 MILES SOUTH OF THE LAKE CHARLES AIR FORCE BASE, IT
 BK3125'IS A FOUR SIDED STEEL MAST, 135 FEET HIGH, AT THE SOUTH SIDE OF A
 BK3125'SMALL BUILDING AND IN THE CENTER OF A 48 FOOT SQUARE WHICH IS
 BK3125'CREEENED ON THE TOP SIDE.  THE MAST IS PAINTED ALTERNATE WHITE
 BK3125'AND ORANGE, SET IN THE CENTER OF A 15 FOOT SQUARE CONCRETE BASE.
 BK3125'THE TOP AND CENTER OF THE MAST WAS OBSERVED.  NOTE--THE LIGHTS
 BK3125'ON THE TOP OF THE MAST ARE OFF CENTER TO THE EAST.
 BK3125'
 BK3125'TO REACH FROM THE POST OFFICE IN LAKE CHARLES, GO EAST ON U.S.
 BK3125'HIGHWAY 90 FOR 2.3 MILES TO THE JUNCTION WITH U.S. HIGHWAY 171
 BK3125'AND STATE HIGHWAY 14, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 BK3125'14 FOR 4.7 MILES TO A CROSSROADS, TURN LEFT AND GO EAST FOR 3.0
 BK3125'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 1.3 MILES TO A
 BK3125'SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 1.1 MILES TO THE END
 BK3125'OF THE ROAD AND THE MAST.
 BK3125
 BK3125                          STATION RECOVERY (1963)
 BK3125
 BK3125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 BK3125'STATION WAS RECOVERED AS DESCRIBED, HOWEVER THE CENTER TOWER IS
 BK3125'THE ONLY REMAINING STRUCTURE, AND IS NOW IN USE AS A H MARKER.
 BK3125'
 BK3125'IT IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF THE BUSINESS DISTRICT
 BK3125'OF LAKE CHARLES.
 BK3125
 BK3125                          STATION RECOVERY (1963)
 BK3125
 BK3125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3125'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT ONLY THE STATION
 BK3125'IS LEFT STANDING.  THE FOUNDATIONS OF THE OTHER 4 TOWERS ARE
 BK3125'STILL IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV1009 ***********************************************************************
 AV1009  DESIGNATION -  RO BAYOU
 AV1009  PID         -  AV1009
 AV1009  STATE/COUNTY-  LA/VERMILION
 AV1009  USGS QUAD   -  ROLLOVER LAKE (1979)
 AV1009
 AV1009                         *CURRENT SURVEY CONTROL
 AV1009  ___________________________________________________________________
 AV1009* NAD 83(1992)-  29 34 16.46753(N)    092 32 09.55155(W)     ADJUSTED  
 AV1009* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AV1009  **This station is located in a subsidence area (see below).
 AV1009  ___________________________________________________________________
 AV1009  X           -    -245,651.723 (meters)                     COMP
 AV1009  Y           -  -5,546,407.426 (meters)                     COMP
 AV1009  Z           -   3,129,113.100 (meters)                     COMP
 AV1009  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AV1009  ELLIP HEIGHT-         -24.59  (meters)          (01/21/93) GPS OBS
 AV1009  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AV1009
 AV1009  HORZ ORDER  -  SECOND
 AV1009  ELLP ORDER  -  FOURTH    CLASS II
 AV1009
 AV1009.The horizontal coordinates were established by GPS observations
 AV1009.and adjusted by the National Geodetic Survey in January 1993..
 AV1009
 AV1009 ** The orthometric height has not been validated since last determined
 AV1009 ** by differential leveling and should not be used for control purposes.
 AV1009 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV1009 ** area with valid NAVD 88 orthometric heights.
 AV1009 ** The geoid height was determined by a new realization of GEOID03 for the
 AV1009 ** epoch indicated which incorporates improved geoid heights for the
 AV1009 ** Southern Louisiana Subsidence area.
 AV1009 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV1009
 AV1009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV1009
 AV1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV1009
 AV1009.The ellipsoidal height was determined by GPS observations
 AV1009.and is referenced to NAD 83.
 AV1009
 AV1009.The geoid height was determined by GEOID03.
 AV1009
 AV1009;                    North         East     Units Scale Factor Converg.
 AV1009;SPC LA S     -   119,353.565   883,472.435   MT  0.99995367   -0 36 04.8
 AV1009;SPC LA S     -   391,579.15  2,898,525.81   sFT  0.99995367   -0 36 04.8
 AV1009;UTM  15      - 3,271,366.739   544,944.405   MT  0.99962492   +0 13 44.4
 AV1009
 AV1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV1009!SPC LA S     -   1.00000386  x   0.99995367  =   0.99995753
 AV1009!UTM  15      -   1.00000386  x   0.99962492  =   0.99962878
 AV1009
 AV1009                          SUPERSEDED SURVEY CONTROL
 AV1009
 AV1009  NAD 83(1986)-  29 34 16.48952(N)    092 32 09.53869(W) AD(       ) 2
 AV1009  NGVD 29 (03/26/92)    0.9    (m)            3.     (f) GPS OBS        
 AV1009
 AV1009.Superseded values are not recommended for survey control.
 AV1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV1009.See file dsdata.txt to determine how the superseded data were derived.
 AV1009
 AV1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4494471367(NAD 83)
 AV1009_MARKER: A = ALUMINUM MARKER
 AV1009_SETTING: 0 = UNSPECIFIED SETTING
 AV1009_STAMPING: R O BAYOU 1991
 AV1009_MARK LOGO: NOS   
 AV1009_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV1009+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AV1009
 AV1009  HISTORY     - Date     Condition        Report By
 AV1009  HISTORY     - 1991     MONUMENTED       NOS
 AV1009
 AV1009                          STATION DESCRIPTION
 AV1009
 AV1009'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AV1009'THE STATION IS LOCATED 11.43 KM (7.10 MI) SOUTH OF PECAN ISLAND AND
 AV1009'ON THE EAST SIDE OF ROLLOVER BAYOU.
 AV1009'TO REACH THE STATION FROM THE BOAT RAMP (ROLLOVER BAYOU CANAL BOAT
 AV1009'RAMP) WHICH IS 7.56 KM (4.70 MI) WEST OF PECAN ISLAND. BY BOAT TRAVEL
 AV1009'SOUTH 9.66 KM (6.00 MI) TO THE DAM CROSSING ROLLOVER BAYOU CANAL.
 AV1009'COTINUE SOUTH FOR 0.64 KM (0.40 MI) TO THE MOUTH OF ROLLOVER BAYOU
 AV1009'AND STATION ON THE EAST BANK.
 AV1009'THE STATION IS A NOS ALUMINUM DISK STAMPED ---RO BAYOU 1991--- WHICH
 AV1009'IS ATTACHED TO A 42INCH LONG ALUMINUM ROD THAT HAS BEEN SURROUNDED
 AV1009'BY4 FOOT BY 4 INCH CEMENT FILLED WHITE PVC. THE PVC IS SURROUNDED BY
 AV1009'CEMENT AND PROJECTS 4INCHES. IT IS LOCATED 83.82 M (275.00 FT) NORTH
 AV1009'OF THE BEACH LINE AND GULF OF MEXICO, 60.96 M (200.00 FT) NORTHEAST
 AV1009'OF A 25 FOOT POLE WHICH HOLDS THE ENTRANCE SIGN TO ROLLOVER BAYOU
 AV1009'CANAL, 30.38 M (99.67 FT) EAST OF THE EAST BANK OF THE CANAL AND 0.61
 AV1009'M (2.00 FT) NORTH OF A METAL WITNESS POST
 AV1009'DESCRIBED BY ALG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0778 ***********************************************************************
 AV0778  DESIGNATION -  ROAD
 AV0778  PID         -  AV0778
 AV0778  STATE/COUNTY-  LA/CAMERON
 AV0778  USGS QUAD   -  CREOLE (1982)
 AV0778
 AV0778                         *CURRENT SURVEY CONTROL
 AV0778  ___________________________________________________________________
 AV0778* NAD 83(1992)-  29 48 57.09513(N)    093 05 13.19254(W)     ADJUSTED  
 AV0778* NAVD 88     -         1.47   (+/-2cm)       4.8  **(feet)  VERTCON   
 AV0778  **This station is located in a subsidence area (see below).
 AV0778  ___________________________________________________________________
 AV0778  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AV0778  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AV0778
 AV0778  HORZ ORDER  -  SECOND
 AV0778  VERT ORDER  -  THIRD ? (See Below)
 AV0778
 AV0778.The horizontal coordinates were established by classical geodetic methods
 AV0778.and adjusted by the National Geodetic Survey in January 1993..
 AV0778
 AV0778 ** The orthometric height has not been validated since last determined
 AV0778 ** by differential leveling and should not be used for control purposes.
 AV0778 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0778 ** area with valid NAVD 88 orthometric heights.
 AV0778 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0778 ** epoch indicated which incorporates improved geoid heights for the
 AV0778 ** Southern Louisiana Subsidence area.
 AV0778 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0778.The vertical order pertains to the NGVD 29 superseded value.
 AV0778
 AV0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0778
 AV0778.The geoid height was determined by GEOID03.
 AV0778
 AV0778;                    North         East     Units Scale Factor Converg.
 AV0778;SPC LA S     -   147,152.805   830,502.243   MT  0.99993093   -0 52 36.7
 AV0778;SPC LA S     -   482,783.83  2,724,739.44   sFT  0.99993093   -0 52 36.7
 AV0778;UTM  15      - 3,298,384.580   491,593.802   MT  0.99960087   -0 02 35.7
 AV0778
 AV0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0778!SPC LA S     -   1.00000396  x   0.99993093  =   0.99993489
 AV0778!UTM  15      -   1.00000396  x   0.99960087  =   0.99960482
 AV0778
 AV0778:                Primary Azimuth Mark                     Grid Az
 AV0778:SPC LA S     -  RICHARD 1884                             131 02 49.1
 AV0778:UTM  15      -  RICHARD 1884                             130 12 48.1
 AV0778
 AV0778|---------------------------------------------------------------------|
 AV0778| PID    Reference Object                     Distance      Geod. Az  |
 AV0778|                                                           dddmmss.s |
 AV0778| AV0777 RICHARD 1884                        439.521 METERS 1301012.4 |
 AV0778| CV9340 ROAD RM 1                            45.170 METERS 18831     |
 AV0778| AV0789 MESA                                APPROX.10.9 KM 2461013.6 |
 AV0778| CV9341 ROAD RM 2                            50.980 METERS 27147     |
 AV0778|---------------------------------------------------------------------|
 AV0778
 AV0778                          SUPERSEDED SURVEY CONTROL
 AV0778
 AV0778  NAD 83(1986)-  29 48 57.12039(N)    093 05 13.17614(W) AD(       ) 2
 AV0778  NAD 27      -  29 48 56.33300(N)    093 05 12.65000(W) AD(       ) 2
 AV0778  NGVD 29 (07/19/86)    1.46   (m)            4.8    (f) LEVELING    3  
 AV0778
 AV0778.Superseded values are not recommended for survey control.
 AV0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0778.See file dsdata.txt to determine how the superseded data were derived.
 AV0778
 AV0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN9159498385(NAD 83)
 AV0778_MARKER: DS = TRIANGULATION STATION DISK
 AV0778_SETTING: 0 = UNSPECIFIED SETTING
 AV0778
 AV0778  HISTORY     - Date     Condition        Report By
 AV0778  HISTORY     - 1932     MONUMENTED       CGS
 AV0778  HISTORY     - 1955     POOR             CGS
 AV0778  HISTORY     - 1963     POOR             CGS
 AV0778  HISTORY     - 20050420 POOR             USPSQD
 AV0778
 AV0778                          STATION DESCRIPTION
 AV0778
 AV0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0778'STATION IS LOCATED ON THE N SIDE OF THE DIRT ROAD LEADING E
 AV0778'FROM CREOLE, 3 METERS FROM THE DITCH, 1.5 MILES FROM THE
 AV0778'POST OFFICE AT CREOLE, ON PROPERTY OF PLACIDE MONTE, ACROSS
 AV0778'THE ROAD FROM THE FARMHOUSE OF MARSHALL LEBOUVE.
 AV0778'
 AV0778'STATION MARK IS A STANDARD DISK SET IN TOP OF A 5-INCH
 AV0778'BY 5-FOOT IRON PIPE FILLED WITH CEMENT AND EXTENDING 1 FOOT
 AV0778'ABOVE GROUND.
 AV0778'
 AV0778'REFERENCE MARKS ARE STANDARD DISKS SET IN SQUARE BLOCKS OR
 AV0778'POST OF CONCRETE.
 AV0778'
 AV0778'REFERENCE MARK NO. 2 IS W OF THE STATION ON SAME SIDE OF
 AV0778'ROAD AND MARKS THE ORIGINAL POSITION OF TRIPOD AND THE POINT
 AV0778'CUT IN BY THE GEOLOGICAL SURVEY OF 1932.
 AV0778'
 AV0778'REFERENCE MARK NO. 1 IS SET ACROSS THE ROAD UNDER THE FENCE
 AV0778'LINE.
 AV0778'
 AV0778'REACHED FROM CAMERON BY FOLLOWING MAIN HIGHWAY E TO CREOLE
 AV0778'AND THENCE ON DIRT ROAD TO STATION.
 AV0778'
 AV0778'A 20-FOOT TRIPOD WAS USED AND WAS OF SUFFICIENT HEIGHT FOR
 AV0778'ALL STATIONS EXCEPT TO OIL WHERE A SMALL AMOUNT OF CLEARING
 AV0778'WAS NECESSARY.
 AV0778
 AV0778                          STATION RECOVERY (1955)
 AV0778
 AV0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0778'STATION RECOVERED IN POOR CONDITION.  DISK HAS BEEN REMOVED
 AV0778'BUT SHANK HOLE IS STILL IN PLACE.  REFERENCE MARKS RECOVERED
 AV0778'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AV0778'
 AV0778'STATION IS LOCATED 1.4 MILES E ALONG A SHELL ROAD FROM THE
 AV0778'HIGHWAY INTERSECTION AT CREOLE, 324 FEET W OF THE CENTER
 AV0778'OF THE INTERSECTION OF THE SHELL ROAD WITH A T ROAD N, 81.4
 AV0778'FEET EASTERLY OF AN UNNUMBERED POWER LINE POLE, 61.3 FEET
 AV0778'NE OF TELEPHONE POLE NO. 730, 6.3 FEET N OF THE N EDGE OF
 AV0778'A DITCH ALONG THE N SIDE OF THE ROAD, AND 0.5 FEET S OF A
 AV0778'WIRE FENCE.  A HOLE IN CONCRETE IN THE TOP OF A CONCRETE
 AV0778'FILLED 3 INCH PIPE PROJECTING 1 FOOT.
 AV0778'
 AV0778'REFERENCE MARK NO. 1 IS ON THE S SIDE OF THE SHELL ROAD,
 AV0778'88.6 FEET S OF A WIRE FENCE AND 92.6 FEET SOUTHEASTERLY
 AV0778'OF TELEPHONE POLE NO. 730.  A STANDARD DISK STAMPED ROAD
 AV0778'R.M.-1, 1932 IN THE TOP OF A 6 X 6 INCH CONCRETE MONUMTNE
 AV0778'PROJECTING 6 INCHES.
 AV0778'
 AV0778'REFERENCE MARK NO. 2 IS N OF THE SHELL ROAD, 3.7 FEET N OF
 AV0778'A WIRE FENCE AND 87.0 FEET W OF THE UNNUMBERED POWER LINE
 AV0778'POLE.  A STANDARD DISK STAMPED ROAD R.M.-2 1932 IN THE TOP
 AV0778'OF A 6 X 6 CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AV0778
 AV0778                          STATION RECOVERY (1963)
 AV0778
 AV0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AV0778'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED EXACTLY
 AV0778'AS DESCRIBED IN THE 1955 RECOVERY NOTE BY R.A.G.
 AV0778'
 AV0778'PART OF THE MONUMENT OF REFERENCE MARK NO. 1 WAS RECOVERED.
 AV0778'IT HAS PROBABLY BEEN BROKEN BY FARM MACHINERY.
 AV0778
 AV0778                          STATION RECOVERY (2005)
 AV0778
 AV0778'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0778'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1424 ***********************************************************************
 AT1424  DESIGNATION -  ROAD
 AT1424  PID         -  AT1424
 AT1424  STATE/COUNTY-  LA/PLAQUEMINES
 AT1424  USGS QUAD   -  VENICE (1993)
 AT1424
 AT1424                         *CURRENT SURVEY CONTROL
 AT1424  ___________________________________________________________________
 AT1424* NAD 83(1992)-  29 17 25.79069(N)    089 22 06.84584(W)     ADJUSTED  
 AT1424* NAVD 88     -        -1.9  **(meters)      -6.   **(feet)  VERTCON   
 AT1424  **This station is located in a subsidence area (see below).
 AT1424  ___________________________________________________________________
 AT1424  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1424  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AT1424
 AT1424  HORZ ORDER  -  THIRD
 AT1424
 AT1424.The horizontal coordinates were established by classical geodetic methods
 AT1424.and adjusted by the National Geodetic Survey in January 1993..
 AT1424
 AT1424 ** The orthometric height has not been validated since last determined
 AT1424 ** by differential leveling and should not be used for control purposes.
 AT1424 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1424 ** area with valid NAVD 88 orthometric heights.
 AT1424 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1424 ** epoch indicated which incorporates improved geoid heights for the
 AT1424 ** Southern Louisiana Subsidence area.
 AT1424 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1424
 AT1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1424
 AT1424.The geoid height was determined by GEOID03.
 AT1424
 AT1424;                    North         East     Units Scale Factor Converg.
 AT1424;SPC LA S     -    89,261.007 1,190,897.855   MT  1.00000202   +0 58 56.7
 AT1424;SPC LA S     -   292,850.49  3,907,137.38   sFT  1.00000202   +0 58 56.7
 AT1424;UTM  16      - 3,242,498.487   269,915.193   MT  1.00025328   -1 09 33.5
 AT1424
 AT1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1424!SPC LA S     -   1.00000406  x   1.00000202  =   1.00000608
 AT1424!UTM  16      -   1.00000406  x   1.00025328  =   1.00025734
 AT1424
 AT1424                          SUPERSEDED SURVEY CONTROL
 AT1424
 AT1424  NAD 83(1986)-  29 17 25.79132(N)    089 22 06.86291(W) AD(       ) 3
 AT1424  NGVD 29 (09/24/92)   -1.8    (m)           -6.     (f) VERT ANG       
 AT1424
 AT1424.Superseded values are not recommended for survey control.
 AT1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1424.See file dsdata.txt to determine how the superseded data were derived.
 AT1424
 AT1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6991542498(NAD 83)
 AT1424_MARKER: DD = SURVEY DISK
 AT1424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT1424_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AT1424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1424+STABILITY: SURFACE MOTION
 AT1424
 AT1424  HISTORY     - Date     Condition        Report By
 AT1424  HISTORY     - 1981     MONUMENTED       NOSAMC
 AT1424
 AT1424                          STATION DESCRIPTION
 AT1424
 AT1424'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1981 (JGF)
 AT1424'STATION IS LOCATED 0.7 MI N OF VENICE.
 AT1424'
 AT1424'TO REACH STATION FROM THE POST OFFICE IN VENICE PROCEED N ON HIGHWAY
 AT1424'23 FOR 0.7 MI TO STATION IN MEDIAN.
 AT1424'
 AT1424'STATION MARK IS A STANDARD NOS ALUMINUM DISK STAMPED---ROAD 1981---,
 AT1424'AFFIXED AT THE TOP OF A 1.1 M ROD EMBEDDED IN CONCRETE.  STATION IS
 AT1424'LOCATED 78 FT E FROM A NOS WITNESS POST SIGN NAILED TO A POWER POLE,
 AT1424'53 FT S FROM THE N EDGE OF THE MEDIAN, 23.15 FT W FROM THE CENTER OF
 AT1424'N BOUND LANE, 23 FT E FROM THE CENTER OF THE S BOUND LANE, AND 15 FT
 AT1424'FROM A LINE EXTENDED FROM THE N SIDE OF THE COMPLETION BUILDING.
 AT1424'
 AT1424'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 AT1424'
 AT1424'DESCRIBED BY J. DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2360 ***********************************************************************
 BK2360  CBN         -  This is a Cooperative Base Network Control Station.
 BK2360  DESIGNATION -  ROANOKE
 BK2360  PID         -  BK2360
 BK2360  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2360  USGS QUAD   -  JENNINGS (1993)
 BK2360
 BK2360                         *CURRENT SURVEY CONTROL
 BK2360  ___________________________________________________________________
 BK2360* NAD 83(1992)-  30 14 53.12045(N)    092 44 25.53230(W)     ADJUSTED  
 BK2360* NAVD 88     -        15.   **(meters)      49.   **(feet)  SCALED    
 BK2360  **This station is located in a subsidence area (see below).
 BK2360  ___________________________________________________________________
 BK2360  X           -    -263,652.248 (meters)                     COMP
 BK2360  Y           -  -5,508,137.076 (meters)                     COMP
 BK2360  Z           -   3,194,154.860 (meters)                     COMP
 BK2360  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK2360  ELLIP HEIGHT-         -12.47  (meters)          (02/12/02) GPS OBS
 BK2360  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2360  DYNAMIC HT  -          15.1   (meters)      50.    (feet)  COMP
 BK2360  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 BK2360
 BK2360  HORZ ORDER  -  B
 BK2360  VERT ORDER  -  THIRD (See Below)
 BK2360  ELLP ORDER  -  FOURTH    CLASS II
 BK2360
 BK2360.The horizontal coordinates were established by GPS observations
 BK2360.and adjusted by the National Geodetic Survey in September 1992..
 BK2360
 BK2360 ** The orthometric height has not been validated since last determined
 BK2360 ** by differential leveling and should not be used for control purposes.
 BK2360 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2360 ** area with valid NAVD 88 orthometric heights.
 BK2360 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2360 ** epoch indicated which incorporates improved geoid heights for the
 BK2360 ** Southern Louisiana Subsidence area.
 BK2360 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2360.The orthometric height was scaled from a topographic map.
 BK2360.The vertical order pertains to the first NAVD 88 superseded value.
 BK2360
 BK2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2360
 BK2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2360
 BK2360.The ellipsoidal height was determined by GPS observations
 BK2360.and is referenced to NAD 83.
 BK2360
 BK2360.The geoid height was determined by GEOID03.
 BK2360
 BK2360.The dynamic height is computed by dividing the NAVD 88
 BK2360.geopotential number by the normal gravity value computed on the
 BK2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2360.degrees latitude (g = 980.6199 gals.).
 BK2360
 BK2360.The modeled gravity was interpolated from observed gravity values.
 BK2360
 BK2360;                    North         East     Units Scale Factor Converg.
 BK2360;SPC LA S     -   194,597.667   864,586.066   MT  0.99993502   -0 42 12.8
 BK2360;SPC LA S     -   638,442.51  2,836,562.78   sFT  0.99993502   -0 42 12.8
 BK2360;UTM  15      - 3,346,304.641   524,972.883   MT  0.99960769   +0 07 50.7
 BK2360
 BK2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2360!SPC LA S     -   1.00000196  x   0.99993502  =   0.99993698
 BK2360!UTM  15      -   1.00000196  x   0.99960769  =   0.99960965
 BK2360
 BK2360:                Primary Azimuth Mark                     Grid Az
 BK2360:SPC LA S     -  JENNINGS N MUNICIPAL TANK                102 09 42.5
 BK2360:UTM  15      -  JENNINGS N MUNICIPAL TANK                101 19 39.0
 BK2360
 BK2360|---------------------------------------------------------------------|
 BK2360| PID    Reference Object                     Distance      Geod. Az  |
 BK2360|                                                           dddmmss.s |
 BK2360| BK2911 JENNINGS N MUNICIPAL TANK           APPROX. 8.3 KM 1012729.7 |
 BK2360| BK2359 ROANOKE RM 1                          7.464 METERS 18007     |
 BK2360| BK2357 27 V 133                                           2114205.0 |
 BK2360| BK2919 ROANOKE RICE CO OP TANK             APPROX. 1.6 KM 2134648.1 |
 BK2360| BK2358 27 B 006                             12.381 METERS 23301     |
 BK2360| BK2932 WELSH E MUNICIPAL TANK              APPROX. 7.1 KM 2601628.7 |
 BK2360|---------------------------------------------------------------------|
 BK2360
 BK2360                          SUPERSEDED SURVEY CONTROL
 BK2360
 BK2360  ELLIP H (09/10/92)  -12.42   (m)                       GP(       ) 4 1
 BK2360  NAD 83(1986)-  30 14 53.14139(N)    092 44 25.52660(W) AD(       ) 1
 BK2360  NAD 27      -  30 14 52.39816(N)    092 44 25.01136(W) AD(       ) 1
 BK2360  NAVD 88 (08/12/94)   15.09   (m)           49.5    (f) LEVELING    3  
 BK2360  NGVD 29 (07/19/86)   15.1    (m)           50.     (f) VERT ANG       
 BK2360
 BK2360.Superseded values are not recommended for survey control.
 BK2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2360.See file dsdata.txt to determine how the superseded data were derived.
 BK2360
 BK2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2497346305(NAD 83)
 BK2360_MARKER: DS = TRIANGULATION STATION DISK
 BK2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2360_SP_SET: CONCRETE POST
 BK2360_STAMPING: ROANOKE 1974
 BK2360_MARK LOGO: NGS   
 BK2360_PROJECTION: FLUSH
 BK2360_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2360+STABILITY: SURFACE MOTION
 BK2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2360+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1992
 BK2360
 BK2360  HISTORY     - Date     Condition        Report By
 BK2360  HISTORY     - 1974     MONUMENTED       NGS
 BK2360  HISTORY     - 1982     GOOD             LADTD
 BK2360  HISTORY     - 19910912 GOOD             LADTD
 BK2360  HISTORY     - 19920227 GOOD
 BK2360  HISTORY     - 19970125 GOOD             USPSQD
 BK2360  HISTORY     - 19981016 GOOD             USPSQD
 BK2360
 BK2360                          STATION DESCRIPTION
 BK2360
 BK2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2360'THE STATION IS LOCATED ABOUT 5 MILES WEST OF JENNINGS, 5 MILES EAST
 BK2360'OF WELSH, 1 MILE NORTH OF ROANOKE, AT THE NORTHEAST CORNER OF THE
 BK2360'BRIDGE, AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY
 BK2360'395 AND ON HIGHWAY RIGHT OF WAY.
 BK2360'
 BK2360'STATION MARKS, STAMPED ROANOKE 1974 ARE STANDARD DISKS.  THE SURFACE
 BK2360'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 BK2360'GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BK2360'CONCRETE ABOUT 43 INCHES BELOW THE GROUND.  IT IS 106 FEET SOUTH OF
 BK2360'THE NORTH END OF A METAL GUARD RAIL, 21 FEET EAST OF THE CENTER OF
 BK2360'STATE HIGHWAY 395, 21 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BK2360'BRIDGE AND 6.5 FEET EAST OF A METAL WITNESS POST.
 BK2360'
 BK2360'REFERENCE MARK 1, STAMPED ROANOKE NO 1 1974 IS A STANDARD DISK
 BK2360'CEMENTED IN A DRILL HOLE IN THE CONCRETE BRIDGE.  IT IS 26 FEET
 BK2360'SOUTHEAST OF THE METAL WITNESS POST SET AT THE STATION, 20.5 FEET
 BK2360'EAST OF THE CENTER OF STATE HIGHWAY 395, 4.5 FEET EAST OF A
 BK2360'CONCRETE GUARD RAIL AND IN THE NORTHEAST CORNER OF THE BRIDGE.
 BK2360'
 BK2360'BENCH MARK, STAMPED 27 B 006 IS A USC AND GS-LOUISIANA DEPARTMENT OF
 BK2360'HIGHWAYS BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A CONCRETE
 BK2360'BRIDGE.  IT IS 11.5 FEET WEST OF THE CENTER OF HIGHWAY 395, 7.4
 BK2360'FEET SOUTHEAST OF A METAL WITNESS POST, 3 FEET EAST OF A METAL
 BK2360'GUARD RAIL AND 1 FOOT NORTH OF A BRIDGE EXPANSION JOINT.
 BK2360'
 BK2360'BENCH MARK (AZ MK), STAMPED 27 V 133 1974 IS A USC AND GS-LOUISIANA
 BK2360'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN THE TOP OF AN 8 INCH
 BK2360'ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT IS 61.5 FEET
 BK2360'SOUTHWEST OF A POWER POLE, 50 FEET SOUTH OF THE CENTER OF HIGHWAY
 BK2360'395, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 0.5 FOOT
 BK2360'NORTHWEST OF A FENCE.
 BK2360'
 BK2360'TO REACH BENCH MARK 27 V 133 1974 FROM THE STATION, GO SOUTH AND WEST
 BK2360'ON HIGHWAY 395 FOR 0.85 MILE TO THE MARK ON THE LEFT.
 BK2360'
 BK2360'NOTE--THE MEASUREMENT TO BM 27 B 006 (LDH) 1965 IS A TRAVERSE
 BK2360'DISTANCE.
 BK2360'
 BK2360'NEAREST TOWN--ROANOKE.
 BK2360'
 BK2360'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK2360
 BK2360                          STATION RECOVERY (1982)
 BK2360
 BK2360'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK2360'2.3 KM (1.4 MI) NORTH FROM ROANOKE.
 BK2360'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 395.
 BK2360'ABOUT 2.3 KM (1.4 MI) NORTH ALONG STATE HIGHWAY 395 FROM THE
 BK2360'INTERSECTION OF US HIGHWAY 90 AND STATE HIGHWAY 395 NEAR THE ROANOKE
 BK2360'WELSH JUNIOR HIGH SCHOOL IN ROANOKE TO THE OVERPASS OVER INTERSTATE-10
 BK2360'AND THE MARK ON THE RIGHT NEAR THE NORTHEAST CORNER OF THE OVERPASS,
 BK2360'32.3 METERS (106 FT) SOUTH OF THE NORTH END OF A METAL GUARD RAIL, 6.4
 BK2360'METERS (21 FT) NORTH OF NORTHEAST CORNER OF THE OVERPASS.
 BK2360'THE MARK IS 1.98 METERS  E FROM A WITNESS POST.
 BK2360
 BK2360                          STATION RECOVERY (1991)
 BK2360
 BK2360'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BK2360'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF JENNINGS, 5.0 MI
 BK2360'(8.0 KM) EAST OF WELSH AND 1.0 MI (1.6 KM) NORTH OF ROANOKE.
 BK2360'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK2360'SET NEAR THE NORTHEAST CORNER OF AN OVERPASS BRIDGE AT THE JUNCTION OF
 BK2360'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 395.  THE STATION IS 82.0 FT
 BK2360'(25.0 M) SOUTH FROM THE NORTH END OF A METAL GUARD RAIL, 22.0 FT
 BK2360'(6.7 M) NORTH FROM THE NORTHEAST CORNER OF THE BRIDGE, 21.0 FT
 BK2360'(6.4 M) EAST FROM THE CENTER OF HIGHWAY 395, 6.5 FT (2.0 M) EAST FROM
 BK2360'A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT
 BK2360'LEVEL WITH THE HIGHWAY.
 BK2360
 BK2360                          STATION RECOVERY (1992)
 BK2360
 BK2360'RECOVERED 1992
 BK2360'RECOVERED IN GOOD CONDITION.
 BK2360
 BK2360                          STATION RECOVERY (1997)
 BK2360
 BK2360'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2360'RECOVERED IN GOOD CONDITION.
 BK2360
 BK2360                          STATION RECOVERY (1998)
 BK2360
 BK2360'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2919 ***********************************************************************
 BK2919  DESIGNATION -  ROANOKE RICE CO OP TANK
 BK2919  PID         -  BK2919
 BK2919  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2919  USGS QUAD   -  JENNINGS (1993)
 BK2919
 BK2919                         *CURRENT SURVEY CONTROL
 BK2919  ___________________________________________________________________
 BK2919* NAD 83(1992)-  30 14 10.60207(N)    092 44 58.28745(W)     ADJUSTED  
 BK2919* NAVD 88     -                                                        
 BK2919  **This station is located in a subsidence area (see below).
 BK2919  ___________________________________________________________________
 BK2919  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2919  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK2919
 BK2919  HORZ ORDER  -  THIRD
 BK2919
 BK2919.The horizontal coordinates were established by classical geodetic methods
 BK2919.and adjusted by the National Geodetic Survey in January 1993..
 BK2919
 BK2919 ** The orthometric height has not been validated since last determined
 BK2919 ** by differential leveling and should not be used for control purposes.
 BK2919 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2919 ** area with valid NAVD 88 orthometric heights.
 BK2919 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2919 ** epoch indicated which incorporates improved geoid heights for the
 BK2919 ** Southern Louisiana Subsidence area.
 BK2919 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2919
 BK2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2919
 BK2919.The geoid height was determined by GEOID03.
 BK2919
 BK2919;                    North         East     Units Scale Factor Converg.
 BK2919;SPC LA S     -   193,299.350   863,694.306   MT  0.99993415   -0 42 29.2
 BK2919;SPC LA S     -   634,182.95  2,833,637.07   sFT  0.99993415   -0 42 29.2
 BK2919;UTM  15      - 3,344,993.907   524,100.407   MT  0.99960717   +0 07 34.1
 BK2919
 BK2919                          SUPERSEDED SURVEY CONTROL
 BK2919
 BK2919  NAD 83(1986)-  30 14 10.62262(N)    092 44 58.28204(W) AD(       ) 4
 BK2919  NAD 27      -  30 14 09.87817(N)    092 44 57.76721(W) AD(       ) 3
 BK2919
 BK2919.Superseded values are not recommended for survey control.
 BK2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2919.See file dsdata.txt to determine how the superseded data were derived.
 BK2919
 BK2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2410044994(NAD 83)
 BK2919_MARKER: 53 = ELEVATED TANK
 BK2919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2919+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 BK2919
 BK2919  HISTORY     - Date     Condition        Report By
 BK2919  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2919  HISTORY     - 20041231 GOOD             USPSQD
 BK2919
 BK2919                          STATION DESCRIPTION
 BK2919
 BK2919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2919'THE STATION IS THE TOP CENTER OF THE ROANOKE, RICE CO-OP, WATER
 BK2919'TANK, LOCATED IN THE NORTHWEST PART OF THE VILLAGE OF ROANOKE.  IT
 BK2919'IS A 4-LEGGED STEEL STRUCTURE WITH A CONICAL TANK, PAINTED SILVER,
 BK2919'AND HAS AN OVERALL HEIGHT OF ABOUT 175 FEET.
 BK2919'
 BK2919'LOCATED 0.15 MILE WEST-SOUTHWEST OF THE POST OFFICE IN ROANOKE.
 BK2919
 BK2919                          STATION RECOVERY (2004)
 BK2919
 BK2919'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK2919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2842 ***********************************************************************
 BX2842  DESIGNATION -  ROBELINE ATT MICROWAVE KJN 84
 BX2842  PID         -  BX2842
 BX2842  STATE/COUNTY-  LA/NATCHITOCHES
 BX2842  USGS QUAD   -  ROBELINE (1988)
 BX2842
 BX2842                         *CURRENT SURVEY CONTROL
 BX2842  ___________________________________________________________________
 BX2842* NAD 83(1992)-  31 39 25.25686(N)    093 16 22.78211(W)     ADJUSTED  
 BX2842* NAVD 88     -                                                        
 BX2842  ___________________________________________________________________
 BX2842  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BX2842  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BX2842
 BX2842  HORZ ORDER  -  THIRD
 BX2842
 BX2842.The horizontal coordinates were established by classical geodetic methods
 BX2842.and adjusted by the National Geodetic Survey in January 1993..
 BX2842
 BX2842
 BX2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2842
 BX2842.The geoid height was determined by GEOID03.
 BX2842
 BX2842;                    North         East     Units Scale Factor Converg.
 BX2842;SPC LA N     -   128,545.614   926,692.795   MT  0.99992503   -0 24 31.3
 BX2842;SPC LA N     -   421,736.74  3,040,324.61   sFT  0.99992503   -0 24 31.3
 BX2842;UTM  15      - 3,502,451.869   474,118.590   MT  0.99960826   -0 08 35.8
 BX2842
 BX2842                          SUPERSEDED SURVEY CONTROL
 BX2842
 BX2842  NAD 83(1986)-  31 39 25.27216(N)    093 16 22.77427(W) AD(       ) 4
 BX2842  NAD 27      -  31 39 24.67071(N)    093 16 22.16240(W) AD(       ) 3
 BX2842
 BX2842.Superseded values are not recommended for survey control.
 BX2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2842.See file dsdata.txt to determine how the superseded data were derived.
 BX2842
 BX2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7411902452(NAD 83)
 BX2842_MARKER: 45 = MICROWAVE TOWER
 BX2842
 BX2842  HISTORY     - Date     Condition        Report By
 BX2842  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2842  HISTORY     - 20010924 GOOD             USPSQD
 BX2842
 BX2842                          STATION DESCRIPTION
 BX2842
 BX2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2842'ROBELINE, AMERICAN TELEGRAPH AND TELEPHONE MICROWAVE KJN 84 IS
 BX2842'LOCATED ABOUT 4 MILES WEST OF PROVENCAL, 3 MILES SOUTHEAST OF
 BX2842'ROBELINE, AND ALONG AND ON SOUTH SIDE OF STATE HIGHWAY 120.
 BX2842'
 BX2842'THE MICROWAVE TOWER IS A LARGE TOWER 256 FEET IN HEIGHT, SUPPORTED BY
 BX2842'4 CHANNEL-STEEL LEGS WITH ALTERNATE RED AND WHITE COLORED
 BX2842'SECTIONS.  IT HAS A RED LIGHT AND REFLECTOR FANS AT THE TOP AND
 BX2842'REFLECTOR FANS ABOUT HALFWAY UP THE STRUCTURE.
 BX2842'
 BX2842'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 BX2842
 BX2842                          STATION RECOVERY (2001)
 BX2842
 BX2842'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2837 ***********************************************************************
 BX2837  DESIGNATION -  ROBELINE KCS MICROWAVE KDV 582
 BX2837  PID         -  BX2837
 BX2837  STATE/COUNTY-  LA/NATCHITOCHES
 BX2837  USGS QUAD   -  ROBELINE (1988)
 BX2837
 BX2837                         *CURRENT SURVEY CONTROL
 BX2837  ___________________________________________________________________
 BX2837* NAD 83(1992)-  31 41 33.95733(N)    093 15 02.37806(W)     ADJUSTED  
 BX2837* NAVD 88     -                                                        
 BX2837  ___________________________________________________________________
 BX2837  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BX2837  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX2837
 BX2837  HORZ ORDER  -  THIRD
 BX2837
 BX2837.The horizontal coordinates were established by classical geodetic methods
 BX2837.and adjusted by the National Geodetic Survey in January 1993..
 BX2837
 BX2837
 BX2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2837
 BX2837.The geoid height was determined by GEOID03.
 BX2837
 BX2837;                    North         East     Units Scale Factor Converg.
 BX2837;SPC LA N     -   132,494.342   928,838.311   MT  0.99992240   -0 23 48.7
 BX2837;SPC LA N     -   434,691.85  3,047,363.69   sFT  0.99992240   -0 23 48.7
 BX2837;UTM  15      - 3,506,409.237   476,245.127   MT  0.99960696   -0 07 54.1
 BX2837
 BX2837                          SUPERSEDED SURVEY CONTROL
 BX2837
 BX2837  NAD 83(1986)-  31 41 33.97202(N)    093 15 02.37056(W) AD(       ) 4
 BX2837  NAD 27      -  31 41 33.37179(N)    093 15 01.76219(W) AD(       ) 3
 BX2837
 BX2837.Superseded values are not recommended for survey control.
 BX2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2837.See file dsdata.txt to determine how the superseded data were derived.
 BX2837
 BX2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7624506409(NAD 83)
 BX2837_MARKER: 44 = MICROWAVE MAST
 BX2837
 BX2837  HISTORY     - Date     Condition        Report By
 BX2837  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2837  HISTORY     - 19950506 GOOD             USPSQD
 BX2837  HISTORY     - 20010923 GOOD             USPSQD
 BX2837
 BX2837                          STATION DESCRIPTION
 BX2837
 BX2837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2837'THE KANSAS CITY SOUTHERN RAILWAY COMPANY MICROWAVE KDV 582 MAST IS
 BX2837'LOCATED ABOUT 3 MILES EAST OF ROBELINE AND 2-1/2 MILES SOUTHWEST OF
 BX2837'THE SMALL COMMUNITY OF HAGEWOOD.
 BX2837'
 BX2837'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 120 IN ROBELINE GO
 BX2837'EASTERLY ON HIGHWAY 6 FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN
 BX2837'RIGHT AND FOLLOW GRADED ROAD SOUTHERLY FOR 1.8 MILES TO THE STATION
 BX2837'ON THE RIGHT.
 BX2837'
 BX2837'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSSECTION, PAINTED
 BX2837'ALTERNATELY RED AND WHITE WITH A FLASHING RED LIGHT AT THE TOP.  IT
 BX2837'IS 261 FEET HIGH.
 BX2837'
 BX2837'POINT INTERSECTED WAS THE FLASHING RED LIGHT.
 BX2837
 BX2837                          STATION RECOVERY (1995)
 BX2837
 BX2837'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2837'RECOVERED IN GOOD CONDITION.
 BX2837
 BX2837                          STATION RECOVERY (2001)
 BX2837
 BX2837'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2838 ***********************************************************************
 BX2838  DESIGNATION -  ROBELINE L F C RAD KKN 709
 BX2838  PID         -  BX2838
 BX2838  STATE/COUNTY-  LA/NATCHITOCHES
 BX2838  USGS QUAD   -  ROBELINE (1988)
 BX2838
 BX2838                         *CURRENT SURVEY CONTROL
 BX2838  ___________________________________________________________________
 BX2838* NAD 83(1992)-  31 41 24.81582(N)    093 15 16.91958(W)     ADJUSTED  
 BX2838* NAVD 88     -                                                        
 BX2838  ___________________________________________________________________
 BX2838  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BX2838  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX2838
 BX2838  HORZ ORDER  -  THIRD
 BX2838
 BX2838.The horizontal coordinates were established by classical geodetic methods
 BX2838.and adjusted by the National Geodetic Survey in January 1993..
 BX2838
 BX2838
 BX2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2838
 BX2838.The geoid height was determined by GEOID03.
 BX2838
 BX2838;                    North         East     Units Scale Factor Converg.
 BX2838;SPC LA N     -   132,215.468   928,453.435   MT  0.99992258   -0 23 56.4
 BX2838;SPC LA N     -   433,776.91  3,046,100.98   sFT  0.99992258   -0 23 56.4
 BX2838;UTM  15      - 3,506,128.674   475,861.666   MT  0.99960719   -0 08 01.7
 BX2838
 BX2838                          SUPERSEDED SURVEY CONTROL
 BX2838
 BX2838  NAD 83(1986)-  31 41 24.83093(N)    093 15 16.91203(W) AD(       ) 4
 BX2838  NAD 27      -  31 41 24.23235(N)    093 15 16.30416(W) AD(       ) 3
 BX2838
 BX2838.Superseded values are not recommended for survey control.
 BX2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2838.See file dsdata.txt to determine how the superseded data were derived.
 BX2838
 BX2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7586206129(NAD 83)
 BX2838_MARKER: 42 = RADIO/TV MAST
 BX2838
 BX2838  HISTORY     - Date     Condition        Report By
 BX2838  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2838  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2838  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX2838
 BX2838                          STATION DESCRIPTION
 BX2838
 BX2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2838'THE ROBELINE, LOUISIANA FOREST COMMISSION RADIO STATION KKN 709 IS
 BX2838'LOCATED ABOUT 3 MILES EAST OF ROBELINE AND 2-1/2 MILES SOUTHWEST OF
 BX2838'THE SMALL COMMUNITY OF HAGEWOOD.
 BX2838'
 BX2838'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 120 IN ROBELINE
 BX2838'GO EASTERLY ON HIGHWAY 6 FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN
 BX2838'RIGHT AND FOLLOW GRADED ROAD SOUTHERLY FOR 1.9 MILES TO FORKS.
 BX2838'TAKE RIGHT FORK SOUTHWESTERLY FOR 0.5 MILE TO THE STATION ABOUT 150
 BX2838'YARDS SOUTHEAST OF A LOOKOUT TOWER.
 BX2838'
 BX2838'IT IS A STEEL STRUCTURE, TRIANGULAR IN CROSSECTION, PAINTED
 BX2838'ALTERNATELY RED AND WHITE, 200 FEET HIGH WITH A FLASHING RED LIGHT
 BX2838'AT THE TOP.
 BX2838'
 BX2838'POINT INTERSECTED WAS THE FLASHING RED LIGHT.
 BX2838
 BX2838                          STATION RECOVERY (1995)
 BX2838
 BX2838'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2838'MARK NOT FOUND.
 BX2838
 BX2838                          STATION RECOVERY (2001)
 BX2838
 BX2838'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX2838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1880 ***********************************************************************
 BX1880  DESIGNATION -  ROBELINE RM 1
 BX1880  PID         -  BX1880
 BX1880  STATE/COUNTY-  LA/NATCHITOCHES
 BX1880  USGS QUAD   -  ROBELINE (1988)
 BX1880
 BX1880                         *CURRENT SURVEY CONTROL
 BX1880  ___________________________________________________________________
 BX1880* NAD 83(1986)-  31 41 07.     (N)    093 17 27.     (W)     SCALED    
 BX1880* NAVD 88     -        62.49   (+/-2cm)     205.0    (feet)  VERTCON   
 BX1880  ___________________________________________________________________
 BX1880  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1880
 BX1880  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1880
 BX1880.The horizontal coordinates were scaled from a topographic map and have
 BX1880.an estimated accuracy of +/- 6 seconds.
 BX1880
 BX1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1880.The vertical order pertains to the NGVD 29 superseded value.
 BX1880
 BX1880.The geoid height was determined by GEOID03.
 BX1880
 BX1880;                    North         East    Units  Estimated Accuracy
 BX1880;SPC LA N     -   131,690.      925,020.      MT  (+/- 180 meters Scaled)
 BX1880
 BX1880                          SUPERSEDED SURVEY CONTROL
 BX1880
 BX1880  NGVD 29 (??/??/??)   62.550  (m)          205.22   (f) ADJUSTED    2 1
 BX1880
 BX1880.Superseded values are not recommended for survey control.
 BX1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1880.See file dsdata.txt to determine how the superseded data were derived.
 BX1880
 BX1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR724055(NAD 83)
 BX1880_MARKER: DR = REFERENCE MARK DISK
 BX1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1880_STAMPING: ROBELINE NO. 1 1919
 BX1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1880+STABILITY: SURFACE MOTION
 BX1880
 BX1880  HISTORY     - Date     Condition        Report By
 BX1880  HISTORY     - 1919     MONUMENTED       CGS
 BX1880  HISTORY     - 1970     GOOD             LADTD
 BX1880  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX1880
 BX1880                          STATION DESCRIPTION
 BX1880
 BX1880'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1880'0.94 MI SE FROM ROBELINE.
 BX1880'ABOUT 1 MILE SOUTHEAST OF THE POST OFFICE AT ROBELINE.  ON THE OLD
 BX1880'ABANDON TEXAS AND PACIFIC RAILROAD ON TOP OF A HIGH HILL.  ABOUT 70
 BX1880'FEET SOUTH OF THE CENTER OF THE OLD RAILROAD BED.  2.5 FEET NORTH OF
 BX1880'THE OLD RAILROAD RIGHT OF WAY FENCE.  THIS MARKER IS SET IN THE TOP OF
 BX1880'A 6 X 6 IN. CONCRETE POST PROJECTING 10 INCHES ABOVE THE GROUND.
 BX1880
 BX1880                          STATION RECOVERY (2001)
 BX1880
 BX1880'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1881 ***********************************************************************
 BX1881  DESIGNATION -  ROBELINE RM 2
 BX1881  PID         -  BX1881
 BX1881  STATE/COUNTY-  LA/NATCHITOCHES
 BX1881  USGS QUAD   -  ROBELINE (1988)
 BX1881
 BX1881                         *CURRENT SURVEY CONTROL
 BX1881  ___________________________________________________________________
 BX1881* NAD 83(1986)-  31 41 09.     (N)    093 17 29.     (W)     SCALED    
 BX1881* NAVD 88     -        57.56   (+/-2cm)     188.8    (feet)  VERTCON   
 BX1881  ___________________________________________________________________
 BX1881  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1881
 BX1881  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX1881
 BX1881.The horizontal coordinates were scaled from a topographic map and have
 BX1881.an estimated accuracy of +/- 6 seconds.
 BX1881
 BX1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1881.The vertical order pertains to the NGVD 29 superseded value.
 BX1881
 BX1881.The geoid height was determined by GEOID03.
 BX1881
 BX1881;                    North         East    Units  Estimated Accuracy
 BX1881;SPC LA N     -   131,750.      924,970.      MT  (+/- 180 meters Scaled)
 BX1881
 BX1881                          SUPERSEDED SURVEY CONTROL
 BX1881
 BX1881  NGVD 29 (??/??/??)   57.617  (m)          189.03   (f) ADJUSTED    2 1
 BX1881
 BX1881.Superseded values are not recommended for survey control.
 BX1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1881.See file dsdata.txt to determine how the superseded data were derived.
 BX1881
 BX1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR723056(NAD 83)
 BX1881_MARKER: DR = REFERENCE MARK DISK
 BX1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1881_SP_SET: CONCRETE BLOCK
 BX1881_STAMPING: ROBELINE NO. 2 1919
 BX1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1881
 BX1881  HISTORY     - Date     Condition        Report By
 BX1881  HISTORY     - 1919     MONUMENTED       CGS
 BX1881  HISTORY     - 1973     GOOD             LADTD
 BX1881  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX1881
 BX1881                          STATION DESCRIPTION
 BX1881
 BX1881'DESCRIBED BY LA TRANSP AND DEV 1973
 BX1881'0.94 MI SE FROM ROBELINE.
 BX1881'THIS MARK IS LOCATED ABOUT 1.0 MILES SOUTHEAST OF THE POST OFFICE AT
 BX1881'ROBELINE.  ON THE OLD ABANDON TEXAS AND PACIFIC RAILROAD ON TOP OF A
 BX1881'HIGH HILL.  25 FEET NORTH OF CENTER OF OLD RAILROAD BED.  ON A SMALL
 BX1881'BANK ABOUT 5 FEET ABOVE THE RAILROAD.  93 FEET NORTHEAST OF THE
 BX1881'STATION.  SET IN THE TOP OF A 14 X 14 X 30 INCH CONCRETE BLOCK
 BX1881'PROJECTING 2 INCHES ABOVE THE GROUND.
 BX1881
 BX1881                          STATION RECOVERY (2001)
 BX1881
 BX1881'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1705 ***********************************************************************
 BX1705  DESIGNATION -  ROBELINE=L 12
 BX1705  PID         -  BX1705
 BX1705  STATE/COUNTY-  LA/NATCHITOCHES
 BX1705  USGS QUAD   -  ROBELINE (1988)
 BX1705
 BX1705                         *CURRENT SURVEY CONTROL
 BX1705  ___________________________________________________________________
 BX1705* NAD 83(1992)-  31 41 06.65127(N)    093 17 28.26019(W)     ADJUSTED  
 BX1705* NAVD 88     -        59.85   (+/-2cm)     196.4    (feet)  VERTCON   
 BX1705  ___________________________________________________________________
 BX1705  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 BX1705  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1705
 BX1705  HORZ ORDER  -  FIRST
 BX1705  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1705
 BX1705.The horizontal coordinates were established by classical geodetic methods
 BX1705.and adjusted by the National Geodetic Survey in January 1993..
 BX1705
 BX1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1705.The vertical order pertains to the NGVD 29 superseded value.
 BX1705
 BX1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1705
 BX1705.The geoid height was determined by GEOID03.
 BX1705
 BX1705;                    North         East     Units Scale Factor Converg.
 BX1705;SPC LA N     -   131,680.720   924,990.725   MT  0.99992293   -0 25 05.9
 BX1705;SPC LA N     -   432,022.50  3,034,740.40   sFT  0.99992293   -0 25 05.9
 BX1705;UTM  15      - 3,505,578.072   472,402.558   MT  0.99960939   -0 09 10.6
 BX1705
 BX1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1705!SPC LA N     -   0.99999471  x   0.99992293  =   0.99991764
 BX1705!UTM  15      -   0.99999471  x   0.99960939  =   0.99960410
 BX1705
 BX1705|---------------------------------------------------------------------|
 BX1705| PID    Reference Object                     Distance      Geod. Az  |
 BX1705|                                                           dddmmss.s |
 BX1705| CV9144 ROBELINE RM                          17.294 METERS 12028     |
 BX1705| BX2843 ROBELINE 1919 A                      99.987 METERS 30359     |
 BX1705| BX1713 CABIN=J 12                          APPROX. 9.3 KM 3045457.1 |
 BX1705|---------------------------------------------------------------------|
 BX1705
 BX1705                          SUPERSEDED SURVEY CONTROL
 BX1705
 BX1705  NAD 83(1986)-  31 41 06.66507(N)    093 17 28.25430(W) AD(       ) 1
 BX1705  NAD 27      -  31 41 06.06100(N)    093 17 27.63600(W) AD(       ) 1
 BX1705  NGVD 29 (??/??/??)   59.908  (m)          196.55   (f) ADJUSTED    1 2
 BX1705
 BX1705.Superseded values are not recommended for survey control.
 BX1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1705.See file dsdata.txt to determine how the superseded data were derived.
 BX1705
 BX1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7240305578(NAD 83)
 BX1705_MARKER: DS = TRIANGULATION STATION DISK
 BX1705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1705_SP_SET: CONCRETE BLOCK
 BX1705_STAMPING: ROBELINE 1919 L-12
 BX1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1705
 BX1705  HISTORY     - Date     Condition        Report By
 BX1705  HISTORY     - 1919     MONUMENTED       CGS
 BX1705  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BX1705  HISTORY     - 1943     GOOD             USE
 BX1705  HISTORY     - 1950     GOOD             CGS
 BX1705  HISTORY     - 1970     GOOD             LADH
 BX1705  HISTORY     - 1973     GOOD             LADTD
 BX1705  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX1705
 BX1705                          STATION DESCRIPTION
 BX1705
 BX1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1705'ABOUT 3/4 MILE E OF TEXAS AND PACIFIC RAILWAY DEPOT AT ROBELINE,
 BX1705'ON S SIDE OF TRACKS, AND ABOUT 25 METERS (82 FEET) E OF MILEPOST
 BX1705'NO. 252, NEAR POINT OF INTERSECTION OF S RAIL TANGENT FROM
 BX1705'W AND N RAIL TANGENT FROM E.
 BX1705'
 BX1705'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE PROBABLY STANDARD
 BX1705'BRONZE DISKS SET IN CONCRETE.
 BX1705'
 BX1705'REFERENCE MARK IS 17.294 METERS (56.74 FEET) FROM STATION
 BX1705'S 60 DEG 32 MIN E.
 BX1705
 BX1705                          STATION RECOVERY (1935)
 BX1705
 BX1705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1705'STATION RECOVERED AS DESCRIBED, BUT LOOSE IN GROUND.  NO
 BX1705'UNDERGROUND MARK RECOVERED.  REFERENCE MARK RECOVERED IN
 BX1705'GOOD CONDITION.
 BX1705'
 BX1705'STATION IS 2.6 FEET N OF S FENCE LINE OF RAILROAD RIGHT-OF-WAY
 BX1705'AND 70.2 FEET SE OF MILEPOST NO. 252, WHICH HAS BEEN MOVED
 BX1705'SINCE 1919.
 BX1705'
 BX1705'SURFACE MARK A STANDARD BRONZE DISK WAS RESET IN CONCRETE
 BX1705'ABOUT 2 FEET SQUARE AND MARKED ROBELINE 2 1919.
 BX1705'
 BX1705'A NEW UNDERGROUND MARK WAS SET AND IS A BLOCK OF CONCRETE
 BX1705'26 INCHES BELOW THE GROUND CONTAINING AT THE CENTER OF ITS
 BX1705'UPPER SURFACE A STANDARD BRONZE DISK.
 BX1705'
 BX1705'REFERENCE MARK NO. 1 (1919) IS A STANDARD BRONZE DISK SET IN
 BX1705'THE TOP OF A CONCRETE POST ON A HIGH BANK, 3 FEET N OF S FENCE
 BX1705'LINE OF RAILROAD RIGHT-OF-WAY, 16.93 METERS (55.56 FEET)
 BX1705'FROM THE STATION S 60 DEG 32 MIN E. THE OLD DISTANCE
 BX1705'OF 17.294 METERS (56.74 FEET) FROM STATION S 60 DEG
 BX1705'32 MIN E WAS NO DOUBT MEASURED ON THE SLOPE WHICH AGREES CLOSELY
 BX1705'WITH MEASURED DISTANCE IN 1935.  MARK IS STAMPED ROBELINE 2
 BX1705'1919.
 BX1705'
 BX1705'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX1705'THE TOP OF A 14-BY 14-BY 30-INCH CONCRETE PIER, 22.5 FEET N
 BX1705'OF N RAIL AND 81.2 FEET NE OF MILEPOST NO. 252, ON A SMALL
 BX1705'BANK ABOUT 8 FEET ABOVE RAILROAD TRACKS, 228.33 METERS (92.96
 BX1705'FEET) FROM STATION N 26 DEG 01 MIN E.
 BX1705'
 BX1705'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 36.235 METERS
 BX1705'(118.88 FEET) S 19 DEG 00 MIN E.
 BX1705
 BX1705                          STATION RECOVERY (1943)
 BX1705
 BX1705'RECOVERY NOTE BY US ENGINEERS 1943
 BX1705'THE STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED
 BX1705'IN GOOD CONDITION AS DESCRIBED.
 BX1705
 BX1705                          STATION RECOVERY (1950)
 BX1705
 BX1705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BX1705'STATION RECOVERED AS DESCRIBED IN 1935 AND IN GOOD CONDITION.
 BX1705'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  STATION
 BX1705'MARK IS 6 FEET N OF S RIGHT-OF-WAY FENCE LINE, 71 FEET SE
 BX1705'OF MILEPOST 252, 65.0 FEET S OF THE S RAIL OF RAILROAD TRACK.
 BX1705'IT IS A TRAVERSE STATION.
 BX1705
 BX1705                          STATION RECOVERY (1970)
 BX1705
 BX1705'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (JRM)
 BX1705'THIS STATION WAS VISITED 6/2/70 AND THE STATION AND REFERENCE
 BX1705'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BX1705'FOLLOWS--
 BX1705'
 BX1705'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE POST
 BX1705'OFFICE AT ROBELINE, ALONG THE OLD ABANDON TEXAS AND PACIFIC
 BX1705'RAILROAD.  70 FEET SOUTH OF CENTER OF OLD RAILROAD BED.  6
 BX1705'FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE LINE.
 BX1705'
 BX1705'THE STATION IS A STANDARD BRONZE DISK SET IN A 12X 12 INCH
 BX1705'CONCRETE POST AND MARKED ROBELINE 1919 L-12.
 BX1705'
 BX1705'REFERENCE MARK NO. 1 (1919) IS A STANDARD BRONZE DISK SET
 BX1705'IN THE TOP OF A CONCRETE POST ON A HIGH HILL.  ABOUT 70 FEET
 BX1705'SOUTH OF THE CENTER OF THE OLD RAILROAD BED.  2.5 FEET NORTH
 BX1705'OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE.  THE MARK IS 55
 BX1705'FEET SOUTHEAST OF THE STATION WITH THE STAMPING OF ROBELINE
 BX1705'NO. 1 1919.
 BX1705'
 BX1705'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX1705'THE TOP OF A 14X 14X 30 INCH CONCRETE BLOCK.  25 FEET NORTH
 BX1705'OF CENTER OF OLD RAILROAD BED.  ON A SMALL BANK ABOUT 5 FEET
 BX1705'ABOVE RAILROAD BED.  93 FEET NORTHEAST OF THE STATION.  WITH
 BX1705'THE STAMPING OF ROBELINE NO. 2 1935.
 BX1705'
 BX1705'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 119 FEET SOUTHEAST.
 BX1705'
 BX1705'REFERENCE MARK NO. 2 TO STATION IS 93 FEET NORTHEAST.
 BX1705'
 BX1705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--.94 MILES
 BX1705'SOUTHEAST
 BX1705
 BX1705                          STATION RECOVERY (1973)
 BX1705
 BX1705'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 BX1705'0.94 MI SE FROM ROBELINE.
 BX1705'THIS MARK IS LOCATED ABOUT 1.0 MILE SOUTHEAST OF THE POST OFFICE AT
 BX1705'ROBELINE.  ALONG THE OLD ABANDONED TEXAS AND PACIFIC RAILROAD BED. 70
 BX1705'FEET SOUTH OF OLD RAILROAD BED.  6 FEET NORTH OF THE SOUTH
 BX1705'RIGHT-OF-WAY FENCE LINE.  ON A HIGH HILL.  SET IN THE TOP OF AN
 BX1705'8X8-INCH CONCRETE BLOCK FLUSH WITH THE GROUND.
 BX1705
 BX1705                          STATION RECOVERY (2001)
 BX1705
 BX1705'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3231 ***********************************************************************
 AU3231  DESIGNATION -  ROBICHAUX
 AU3231  PID         -  AU3231
 AU3231  STATE/COUNTY-  LA/ASSUMPTION
 AU3231  USGS QUAD   -  MADEWOOD (1980)
 AU3231
 AU3231                         *CURRENT SURVEY CONTROL
 AU3231  ___________________________________________________________________
 AU3231* NAD 83(1992)-  29 52 39.87925(N)    090 56 05.60094(W)     ADJUSTED  
 AU3231* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 AU3231  **This station is located in a subsidence area (see below).
 AU3231  ___________________________________________________________________
 AU3231  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU3231  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU3231
 AU3231  HORZ ORDER  -  FIRST
 AU3231
 AU3231.The horizontal coordinates were established by classical geodetic methods
 AU3231.and adjusted by the National Geodetic Survey in January 1993..
 AU3231
 AU3231 ** The orthometric height has not been validated since last determined
 AU3231 ** by differential leveling and should not be used for control purposes.
 AU3231 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3231 ** area with valid NAVD 88 orthometric heights.
 AU3231 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3231 ** epoch indicated which incorporates improved geoid heights for the
 AU3231 ** Southern Louisiana Subsidence area.
 AU3231 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3231
 AU3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3231
 AU3231.The geoid height was determined by GEOID03.
 AU3231
 AU3231;                    North         East     Units Scale Factor Converg.
 AU3231;SPC LA S     -   152,782.100 1,038,488.585   MT  0.99992804   +0 11 57.2
 AU3231;SPC LA S     -   501,252.61  3,407,107.97   sFT  0.99992804   +0 11 57.2
 AU3231;UTM  15      - 3,307,029.504   699,440.756   MT  1.00009079   +1 01 44.7
 AU3231
 AU3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3231!SPC LA S     -   1.00000375  x   0.99992804  =   0.99993179
 AU3231!UTM  15      -   1.00000375  x   1.00009079  =   1.00009454
 AU3231
 AU3231|---------------------------------------------------------------------|
 AU3231| PID    Reference Object                     Distance      Geod. Az  |
 AU3231|                                                           dddmmss.s |
 AU3231| DD8017 ROBICHAUX RM 5                       82.150 METERS 05515     |
 AU3231| DD8015 ROBICHAUX RM 2                       82.260 METERS 05539     |
 AU3231| DD8014 ROBICHAUX RM 1                       13.097 METERS 13320     |
 AU3231| AU3223 LAUREL GROVE SUGAR MILL TANK        APPROX. 8.0 KM 1352022.6 |
 AU3231| AU3218 LEIGHTON SUGAR MILL TANK            APPROX.11.6 KM 1385524.5 |
 AU3231| AU3222 LABADIEVILLE WHITE CATHOLIC CH      APPROX. 4.7 KM 2042411.1 |
 AU3231| AU3220 ROBICHAUX SUGAR MILL TANK           APPROX. 3.3 KM 2330052.6 |
 AU3231| AU3229 HIMALAYA SUGAR MILL TANK            APPROX. 5.9 KM 2422922.1 |
 AU3231| AU3232 ROBICHAUX RM 3                       20.343 METERS 30137     |
 AU3231|---------------------------------------------------------------------|
 AU3231
 AU3231                          SUPERSEDED SURVEY CONTROL
 AU3231
 AU3231  NAD 83(1986)-  29 52 39.89903(N)    090 56 05.60196(W) AD(       ) 1
 AU3231  NAD 27      -  29 52 39.16006(N)    090 56 05.25491(W) AD(       ) 1
 AU3231  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 AU3231
 AU3231.Superseded values are not recommended for survey control.
 AU3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3231.See file dsdata.txt to determine how the superseded data were derived.
 AU3231
 AU3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9944107030(NAD 83)
 AU3231_MARKER: DS = TRIANGULATION STATION DISK
 AU3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3231
 AU3231  HISTORY     - Date     Condition        Report By
 AU3231  HISTORY     - 1931     MONUMENTED       CGS
 AU3231  HISTORY     - 1973     GOOD             NGS
 AU3231
 AU3231                          STATION DESCRIPTION
 AU3231
 AU3231'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU3231'STATION IS ABOUT 6 MILES SE OF NAPOLEONVILLE AND 2-1/2 MILES
 AU3231'NE OF LABADIEVILLE, ON THE CEDAR GROVE PLANTATION OWNED BY
 AU3231'THE ROBICHAUX SUGARS COMPANY.
 AU3231'
 AU3231'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 AU3231'BRONZE DISKS SET IN CONCRETE.
 AU3231'
 AU3231'REFERENCE MARK NO. 1 IS BETWEEN A ROAD AND A DITCH, ON THE N
 AU3231'BANK OF THE DITCH, NEARLY S OF SW CORNER OF SCHOOLHOUSE,
 AU3231'AND 42.97 FEET FROM STATION S 47 DEG E.
 AU3231'
 AU3231'REFERENCE MARK NO. 2 IS IN THE SW CORNER OF FARMYARD, ABOUT
 AU3231'250 FEET E OF SCHOOLHOUSE, ABOUT 6 FEET N OF A FENCE CORNER,
 AU3231'AND 269.88 FEET FROM STATION N 55 DEG 39 MIN E.
 AU3231'
 AU3231'AZIMUTH FROM STATION OF LABADIEVILLE, CATHOLIC CHURCH, WHITE
 AU3231'SPIRE, IS S 24 DEG 24 MIN W.
 AU3231'
 AU3231'TO REACH STATION FROM NAPOLEONVILLE, FOLLOW ROUTE 77 S 7.4
 AU3231'MILES FROM E END OF BRIDGE TO CEDAR GROVE STORE, TURN E ON
 AU3231'SHELL ROAD JUST S OF STORE, AND GO 0.5 MILE TO SUGAR MILL,
 AU3231'TURN LEFT 0.2 MILE ALONG DIRT ROAD, THENCE RIGHT (NE) 1.8
 AU3231'MILES ACROSS BRIDGE TO LEFT BANK OF CANAL, FOLLOW CANAL NE
 AU3231'0.1 MILE AND TURN LEFT 0.15 MILE TO A SCHOOLHOUSE ON LEFT
 AU3231'SIDE OF ROAD.  STATION IS ABOUT 15 YARDS SW OF THE SW CORNER
 AU3231'OF THE SCHOOLHOUSE, 13 PACES E OF A HEADGATE ON A DITCH,
 AU3231'AND 9 PACES N OF CENTER LINE OF ROAD.
 AU3231
 AU3231                          STATION RECOVERY (1973)
 AU3231
 AU3231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3231'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 AU3231'CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED.
 AU3231'REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED AT THIS DATE.
 AU3231'AT THIS DATE REFERENCE MARK 3 WAS OCCUPIED DUE TO THE LOCATION
 AU3231'OF THE STATION MARK IN RELATION TO A POWER LINE.  REFERENCE
 AU3231'MARK 4 IS OBSTRUCTED FROM THE STATION BUT WAS CUT IN FROM
 AU3231'REFERENCE MARK 3.  DUE TO CHANGES IN THE AREA A COMPLETE NEW
 AU3231'DESCRIPTION FOLLOWS--
 AU3231'
 AU3231'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF CHACKBAY, 7
 AU3231'MILES SOUTHEAST OF NAPOLEONVILLE, 2.5 MILES NORTHEAST OF
 AU3231'LABADIEVILLE, ON THE CEDAR GROVE PLANTATION AND ON PROPERTY
 AU3231'OWNED BY MR. C.F. DAIGLE, BOX 187, LABADIEVILLE, LOUISIANA,
 AU3231'PHONE NUMBER 526-8142.
 AU3231'
 AU3231'TO REACH THE STATION FROM THE POST OFFICE IN LABADIEVILLE
 AU3231'GO EAST ON STATE HIGHWAY 1 FOR 0.05 MILE TO A CROSSROAD.
 AU3231'TURN LEFT AND GO NORTH, CROSSING BAYOU LAFOURCHE, FOR 0.05
 AU3231'MILE TO THE JUNCTION OF STATE HIGHWAY 308.  TURN LEFT AND
 AU3231'GO NORTHWEST ON STATE HIGHWAY 308 FOR 1.7 MILES TO A SIDE
 AU3231'ROAD RIGHT, STATE HIGHWAY 1014.  TURN RIGHT AND GO NORTH ON
 AU3231'STATE HIGHWAY 1014 FOR 0.75 MILE TO A RAILROAD CROSSING.
 AU3231'CONTINUE NORTH ON STATE HIGHWAY 1014, NOW A GRAVELED ROAD,
 AU3231'FOR 1.65 MILES TO REFERENCE MARK 4 ON THE LEFT.
 AU3231'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO THE
 AU3231'STATION ON THE LEFT.
 AU3231'
 AU3231'THE STATION MARK IS A STANDARD DISK STAMPED ROBICHAUX 1931,
 AU3231'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 AU3231'IS FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE
 AU3231'CENTER OF THE GRAVELED ROAD AND 2 FEET SOUTHWEST OF A METAL
 AU3231'WITNESS POST WITH SIGN.
 AU3231'
 AU3231'REFERENCE MARK 3 IS A STANDARD DISK, WITH AND UNDERGROUND,
 AU3231'STAMPED ROBICHAUX NO 3 1931 1972, THE SURFACE DISK IS SET IN THE
 AU3231'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 AU3231'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 86 FEET WEST OF THE
 AU3231'CENTER OF THE GRAVELED ROAD, 69 FEET SOUTHWEST OF A METAL
 AU3231'WITNESS POST WITH SIGN AND 16 FEET NORTH OF THE NORTH EDGE OF
 AU3231'A DITCH.  THE UNDERGROUND DISK WAS SET ABOUT 38 INCHES BELOW
 AU3231'THE GROUND SURFACE.
 AU3231'
 AU3231'REFERENCE MARK 5 IS A STANDARD DISK STAMPED ROBICHAUX NO
 AU3231'5 1931 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AU3231'12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 AU3231'IT IS 45 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 44
 AU3231'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.
 AU3231'
 AU3231'THE MEASURMENTS TO THE REFERENCE MARKS WERE MADE HOLDING 5
 AU3231'AND 10 KGS TENSION.
 AU3231'
 AU3231'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 AU3231'
 AU3231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 AU3231'NORTHEAST OF LABADIEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3232 ***********************************************************************
 AU3232  DESIGNATION -  ROBICHAUX RM 3
 AU3232  PID         -  AU3232
 AU3232  STATE/COUNTY-  LA/ASSUMPTION
 AU3232  USGS QUAD   -  MADEWOOD (1980)
 AU3232
 AU3232                         *CURRENT SURVEY CONTROL
 AU3232  ___________________________________________________________________
 AU3232* NAD 83(1992)-  29 52 40.22564(N)    090 56 06.24649(W)     ADJUSTED  
 AU3232* NAVD 88     -         2.0  **(meters)       7.   **(feet)  VERTCON   
 AU3232  **This station is located in a subsidence area (see below).
 AU3232  ___________________________________________________________________
 AU3232  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU3232  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU3232
 AU3232  HORZ ORDER  -  FIRST
 AU3232
 AU3232.The horizontal coordinates were established by classical geodetic methods
 AU3232.and adjusted by the National Geodetic Survey in January 1993..
 AU3232
 AU3232 ** The orthometric height has not been validated since last determined
 AU3232 ** by differential leveling and should not be used for control purposes.
 AU3232 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3232 ** area with valid NAVD 88 orthometric heights.
 AU3232 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3232 ** epoch indicated which incorporates improved geoid heights for the
 AU3232 ** Southern Louisiana Subsidence area.
 AU3232 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3232
 AU3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3232
 AU3232.The geoid height was determined by GEOID03.
 AU3232
 AU3232;                    North         East     Units Scale Factor Converg.
 AU3232;SPC LA S     -   152,792.705 1,038,471.226   MT  0.99992804   +0 11 56.9
 AU3232;SPC LA S     -   501,287.40  3,407,051.01   sFT  0.99992804   +0 11 56.9
 AU3232;UTM  15      - 3,307,039.858   699,423.242   MT  1.00009070   +1 01 44.4
 AU3232
 AU3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3232!SPC LA S     -   1.00000376  x   0.99992804  =   0.99993180
 AU3232!UTM  15      -   1.00000376  x   1.00009070  =   1.00009446
 AU3232
 AU3232|---------------------------------------------------------------------|
 AU3232| PID    Reference Object                     Distance      Geod. Az  |
 AU3232|                                                           dddmmss.s |
 AU3232| DD8017 ROBICHAUX RM 5                       92.220 METERS 06654     |
 AU3232| AU3231 ROBICHAUX                            20.343 METERS 12137     |
 AU3232| AU3220 ROBICHAUX SUGAR MILL TANK           APPROX. 3.3 KM 2324121.9 |
 AU3232| DD8016 ROBICHAUX RM 4                                     2371543.2 |
 AU3232| AU3228 SUPREME WATER TANK                  APPROX. 5.1 KM 2614153.2 |
 AU3232| AU2327 NAPOLEONVILLE WATER TANK            APPROX.10.1 KM 3090547.1 |
 AU3232|---------------------------------------------------------------------|
 AU3232
 AU3232                          SUPERSEDED SURVEY CONTROL
 AU3232
 AU3232  NAD 83(1986)-  29 52 40.24545(N)    090 56 06.24757(W) AD(       ) 1
 AU3232  NAD 27      -  29 52 39.50646(N)    090 56 05.90043(W) AD(       ) 1
 AU3232  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 AU3232
 AU3232.Superseded values are not recommended for survey control.
 AU3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3232.See file dsdata.txt to determine how the superseded data were derived.
 AU3232
 AU3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9942307040(NAD 83)
 AU3232_MARKER: DR = REFERENCE MARK DISK
 AU3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3232
 AU3232  HISTORY     - Date     Condition        Report By
 AU3232  HISTORY     - 1973     MONUMENTED       NGS
 AU3232  HISTORY     - 1982     GOOD             NGS
 AU3232
 AU3232                          STATION DESCRIPTION
 AU3232
 AU3232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3232'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF CHACKBAY, 7 MILES
 AU3232'SOUTHEAST OF NAPOLEONVILLE, 2.5 MILES NORTHEAST OF LABADIEVILLE, ON
 AU3232'THE CEDAR GROVE PLANTATION AND ON PROPERTY OWNED BY MR. C. F.
 AU3232'DAIGLE, BOX 187, LABADIEVILLE LOUISIANA, PHONE NUMBER 526-8142.
 AU3232'
 AU3232'TO REACH THE STATION FROM THE POST OFFICE IN LABADIEVILLE GO EAST ON
 AU3232'STATE HIGHWAY 1 FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 AU3232'NORTH, CROSSING BAYOU LAFOURCHE, FOR 0.05 MILE TO THE JUNCTION OF
 AU3232'STATE HIGHWAY 308.  TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY
 AU3232'308 FOR 1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 1014 ON THE
 AU3232'RIGHT.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 1014 FOR 0.75 MILE
 AU3232'TO A RAILROAD CROSSING.  CONTINUE NORTH ON STATE HIGHWAY
 AU3232'1014, NOW A GRAVELED ROAD, FOR 1.65 MILES TO REFERENCE MARK 4 ON THE
 AU3232'LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO THE
 AU3232'STATION ON THE LEFT.
 AU3232'
 AU3232'THE MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED ROBICHAUX NO 3
 AU3232'1931 1972, THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 AU3232'MONUMENT THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 AU3232'SURFACE.  IT IS 86 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 69
 AU3232'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND 16 FEET NORTH OF
 AU3232'THE NORTH EDGE OF A DITCH.  THE UNDERGROUND DISK WAS SET ABOUT 38
 AU3232'INCHES BELOW THE GROUND SURFACE.
 AU3232'
 AU3232'THE MARK IS A STANDARD STATION MARK DISK STAMPED ROBICHAUX 1931, SET
 AU3232'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 AU3232'THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE CENTER OF THE
 AU3232'GRAVELED ROAD AND 2 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 AU3232'SIGN.
 AU3232'
 AU3232'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ROBICHAUX NO 4 1931 1972,
 AU3232'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 AU3232'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 21
 AU3232'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET NORTH OF A
 AU3232'POWER POLE AND 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 AU3232'
 AU3232'REFERENCE MARK 5 IS A STANDARD DISK STAMPED ROBICHAUX NO 5 1931 1972,
 AU3232'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 AU3232'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 45
 AU3232'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 44 FEET SOUTHEAST
 AU3232'OF THE SOUTHEAST CORNER OF A HOUSE.
 AU3232'
 AU3232'THE MEASUREMENTS TO THE MARKS WERE MADE BY HOLDING 5 AND 10 KGS
 AU3232'TENSION.
 AU3232'
 AU3232'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 AU3232
 AU3232                          STATION RECOVERY (1982)
 AU3232
 AU3232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (LLA)
 AU3232'STATION ROBICHAUX NO 3 1931 1972 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3220 ***********************************************************************
 AU3220  DESIGNATION -  ROBICHAUX SUGAR MILL TANK
 AU3220  PID         -  AU3220
 AU3220  STATE/COUNTY-  LA/ASSUMPTION
 AU3220  USGS QUAD   -  LABADIEVILLE (1980)
 AU3220
 AU3220                         *CURRENT SURVEY CONTROL
 AU3220  ___________________________________________________________________
 AU3220* NAD 83(1992)-  29 51 34.49993(N)    090 57 45.17548(W)     ADJUSTED  
 AU3220* NAVD 88     -                                                        
 AU3220  **This station is located in a subsidence area (see below).
 AU3220  ___________________________________________________________________
 AU3220  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3220  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU3220
 AU3220  HORZ ORDER  -  THIRD
 AU3220
 AU3220.The horizontal coordinates were established by classical geodetic methods
 AU3220.and adjusted by the National Geodetic Survey in January 1993..
 AU3220
 AU3220 ** The orthometric height has not been validated since last determined
 AU3220 ** by differential leveling and should not be used for control purposes.
 AU3220 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3220 ** area with valid NAVD 88 orthometric heights.
 AU3220 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3220 ** epoch indicated which incorporates improved geoid heights for the
 AU3220 ** Southern Louisiana Subsidence area.
 AU3220 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3220
 AU3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3220
 AU3220.The geoid height was determined by GEOID03.
 AU3220
 AU3220;                    North         East     Units Scale Factor Converg.
 AU3220;SPC LA S     -   150,760.144 1,035,823.269   MT  0.99992877   +0 11 07.4
 AU3220;SPC LA S     -   494,618.91  3,398,363.51   sFT  0.99992877   +0 11 07.4
 AU3220;UTM  15      - 3,304,968.849   696,804.584   MT  1.00007790   +1 00 53.0
 AU3220
 AU3220                          SUPERSEDED SURVEY CONTROL
 AU3220
 AU3220  NAD 83(1986)-  29 51 34.52019(N)    090 57 45.17595(W) AD(       ) 4
 AU3220  NAD 27      -  29 51 33.78203(N)    090 57 44.82270(W) AD(       ) 3
 AU3220
 AU3220.Superseded values are not recommended for survey control.
 AU3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3220.See file dsdata.txt to determine how the superseded data were derived.
 AU3220
 AU3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9680504969(NAD 83)
 AU3220_MARKER: 51 = TANK
 AU3220
 AU3220  HISTORY     - Date     Condition        Report By
 AU3220  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU3220
 AU3220                          STATION DESCRIPTION
 AU3220
 AU3220'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1415 ***********************************************************************
 CP1415  DESIGNATION -  ROBINSON 1 BOLT
 CP1415  PID         -  CP1415
 CP1415  STATE/COUNTY-  LA/FRANKLIN
 CP1415  USGS QUAD   -  DELHI (1986)
 CP1415
 CP1415                         *CURRENT SURVEY CONTROL
 CP1415  ___________________________________________________________________
 CP1415* NAD 83(1986)-  32 24 15.     (N)    091 29 30.     (W)     SCALED    
 CP1415* NAVD 88     -        25.62   (+/-2cm)      84.1    (feet)  VERTCON   
 CP1415  ___________________________________________________________________
 CP1415  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1415
 CP1415  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1415
 CP1415.The horizontal coordinates were scaled from a topographic map and have
 CP1415.an estimated accuracy of +/- 6 seconds.
 CP1415
 CP1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1415.The vertical order pertains to the NGVD 29 superseded value.
 CP1415
 CP1415.The geoid height was determined by GEOID03.
 CP1415
 CP1415;                    North         East    Units  Estimated Accuracy
 CP1415;SPC LA N     -   211,570.    1,094,850.      MT  (+/- 180 meters Scaled)
 CP1415
 CP1415                          SUPERSEDED SURVEY CONTROL
 CP1415
 CP1415  NGVD 29 (??/??/92)   25.641  (m)           84.12   (f) ADJ UNCH    1 2
 CP1415
 CP1415.Superseded values are not recommended for survey control.
 CP1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1415.See file dsdata.txt to determine how the superseded data were derived.
 CP1415
 CP1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR418862(NAD 83)
 CP1415_MARKER: B = BOLT
 CP1415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1415_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1415_STAMPING: ROBINSON NO. 1
 CP1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1415
 CP1415  HISTORY     - Date     Condition        Report By
 CP1415  HISTORY     - UNK      MONUMENTED       DOD
 CP1415  HISTORY     - 1970     GOOD             LADTD
 CP1415
 CP1415                          STATION DESCRIPTION
 CP1415
 CP1415'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1415'2.75 MI S FROM DELHI.
 CP1415'ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 17 FROM THE CENTERLINE
 CP1415'OF THE SOUTH LANE OF INTERSTATE HIGHWAY 20 OVERPASS SOUTH OF DELHI.
 CP1415'THENCE SOUTH ALONG LOUISIANA HIGHWAY 17 2.75 MILES TO THE MARK.  IT IS
 CP1415'50 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 17, 15.0 FEET WEST
 CP1415'OF A FENCE CORNER, 2.0 FEET SOUTH OF A MESH AND BARBWIRE FENCE IN ROW
 CP1415'OF PINE TREES, 26.0 FEET EAST OF CIRCULAR GRAIN BIN LOCATED ON L. E.
 CP1415'BOSTICK PROPERTY.  A U.S. ENGRS. B.M. DISK SET ON TOP OF A 4 INCH IRON
 CP1415'PIPE PROJECTING 6 INCHES ABOVE GROUND.  A WITNESS POST IS SET 18.0
 CP1415'FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1414 ***********************************************************************
 CP1414  DESIGNATION -  ROBINSON 1 CAP
 CP1414  PID         -  CP1414
 CP1414  STATE/COUNTY-  LA/FRANKLIN
 CP1414  USGS QUAD   -  DELHI (1986)
 CP1414
 CP1414                         *CURRENT SURVEY CONTROL
 CP1414  ___________________________________________________________________
 CP1414* NAD 83(1986)-  32 24 15.     (N)    091 29 30.     (W)     SCALED    
 CP1414* NAVD 88     -        26.85   (+/-2cm)      88.1    (feet)  VERTCON   
 CP1414  ___________________________________________________________________
 CP1414  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1414
 CP1414  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1414
 CP1414.The horizontal coordinates were scaled from a topographic map and have
 CP1414.an estimated accuracy of +/- 6 seconds.
 CP1414
 CP1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1414.The vertical order pertains to the NGVD 29 superseded value.
 CP1414
 CP1414.The geoid height was determined by GEOID03.
 CP1414
 CP1414;                    North         East    Units  Estimated Accuracy
 CP1414;SPC LA N     -   211,570.    1,094,850.      MT  (+/- 180 meters Scaled)
 CP1414
 CP1414                          SUPERSEDED SURVEY CONTROL
 CP1414
 CP1414  NGVD 29 (??/??/92)   26.864  (m)           88.14   (f) ADJ UNCH    1 2
 CP1414
 CP1414.Superseded values are not recommended for survey control.
 CP1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1414.See file dsdata.txt to determine how the superseded data were derived.
 CP1414
 CP1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR418862(NAD 83)
 CP1414_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1414_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1414_STAMPING: ROBINSON NO. 1
 CP1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1414
 CP1414  HISTORY     - Date     Condition        Report By
 CP1414  HISTORY     - UNK      MONUMENTED       DOD
 CP1414  HISTORY     - 1970     GOOD             LADTD
 CP1414
 CP1414                          STATION DESCRIPTION
 CP1414
 CP1414'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1414'2.75 MI S FROM DELHI.
 CP1414'ABOUT 2.75 MILES SOUTH ALONG LOUISIANA HIGHWAY 17 FROM THE CENTERLINE
 CP1414'OF THE SOUTH LANE OF INTERSTATE HIGHWAY 20 OVERPASS SOUTH OF DELHI.
 CP1414'THENCE SOUTH ALONG LOUISIANA HIGHWAY 17 2.75 MILES TO THE MARK.  IT IS
 CP1414'50 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 17, 15.0 FEET WEST
 CP1414'OF A FENCE CORNER, 2.0 FEET SOUTH OF A MESH AND BARBWIRE FENCE IN ROW
 CP1414'OF PINE TREES, 26.0 FEET EAST OF CIRCULAR GRAIN BIN LOCATED ON L. E.
 CP1414'BOSTICK PROPERTY.  A U.S. ENGRS. B.M. DISK SET ON TOP OF A 4 INCH IRON
 CP1414'PIPE PROJECTING 6 INCHES ABOVE GROUND.  A WITNESS POST IS SET 18.0
 CP1414'FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1850 ***********************************************************************
 CQ1850  DESIGNATION -  ROBINSON BOLT
 CQ1850  PID         -  CQ1850
 CQ1850  STATE/COUNTY-  LA/CADDO
 CQ1850  USGS QUAD   -  ELM GROVE (1980)
 CQ1850
 CQ1850                         *CURRENT SURVEY CONTROL
 CQ1850  ___________________________________________________________________
 CQ1850* NAD 83(1986)-  32 15 48.     (N)    093 31 36.     (W)     SCALED    
 CQ1850* NAVD 88     -        43.50   (+/-2cm)     142.7    (feet)  VERTCON   
 CQ1850  ___________________________________________________________________
 CQ1850  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1850
 CQ1850  VERT ORDER  -  ? (See Below)
 CQ1850
 CQ1850.The horizontal coordinates were scaled from a topographic map and have
 CQ1850.an estimated accuracy of +/- 6 seconds.
 CQ1850
 CQ1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1850.The vertical order pertains to the NGVD 29 superseded value.
 CQ1850
 CQ1850.The geoid height was determined by GEOID03.
 CQ1850
 CQ1850;                    North         East    Units  Estimated Accuracy
 CQ1850;SPC LA N     -   195,970.      903,270.      MT  (+/- 180 meters Scaled)
 CQ1850
 CQ1850                          SUPERSEDED SURVEY CONTROL
 CQ1850
 CQ1850  NGVD 29 (??/??/??)   43.553  (m)          142.89   (f) ADJUSTED    ?  
 CQ1850
 CQ1850.Superseded values are not recommended for survey control.
 CQ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1850.See file dsdata.txt to determine how the superseded data were derived.
 CQ1850
 CQ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR503697(NAD 83)
 CQ1850_MARKER: B = BOLT
 CQ1850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1850_SP_SET: CONCRETE SLAB
 CQ1850_STAMPING: PBM ROBISON
 CQ1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1850
 CQ1850  HISTORY     - Date     Condition        Report By
 CQ1850  HISTORY     - UNK      MONUMENTED       DOD
 CQ1850  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1850
 CQ1850                          STATION DESCRIPTION
 CQ1850
 CQ1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1850'17.6 MI SE FROM SHREVEPORT.
 CQ1850'AT LACHUTE, CADDO PARISH, AT THE NORTHEAST CORNER OF THE ROBISON YARD,
 CQ1850'88 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTHWEST
 CQ1850'FROM THE JUNCTION OF STATE HIGHWAY 20, 85 FEET SOUTHWEST OF THE
 CQ1850'CENTERLINE OF THE TEXAS AND PACIFIC RAILWAY TRACK, AND 20 FEET
 CQ1850'SOUTHEAST OF A FENCE CORNER.  A COPPER BOLT, SET IN THE TOP OF A
 CQ1850'CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CQ1850'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CQ1850'CAP, STAMPED PBM ROBISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1412 ***********************************************************************
 CP1412  DESIGNATION -  ROBINSON BOLT
 CP1412  PID         -  CP1412
 CP1412  STATE/COUNTY-  LA/FRANKLIN
 CP1412  USGS QUAD   -  DELHI (1986)
 CP1412
 CP1412                         *CURRENT SURVEY CONTROL
 CP1412  ___________________________________________________________________
 CP1412* NAD 83(1986)-  32 24 04.     (N)    091 29 31.     (W)     SCALED    
 CP1412* NAVD 88     -        25.87   (+/-2cm)      84.9    (feet)  VERTCON   
 CP1412  ___________________________________________________________________
 CP1412  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1412
 CP1412  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1412
 CP1412.The horizontal coordinates were scaled from a topographic map and have
 CP1412.an estimated accuracy of +/- 6 seconds.
 CP1412
 CP1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1412.The vertical order pertains to the NGVD 29 superseded value.
 CP1412
 CP1412.The geoid height was determined by GEOID03.
 CP1412
 CP1412;                    North         East    Units  Estimated Accuracy
 CP1412;SPC LA N     -   211,230.    1,094,830.      MT  (+/- 180 meters Scaled)
 CP1412
 CP1412                          SUPERSEDED SURVEY CONTROL
 CP1412
 CP1412  NGVD 29 (??/??/92)   25.886  (m)           84.93   (f) ADJ UNCH    1 2
 CP1412
 CP1412.Superseded values are not recommended for survey control.
 CP1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1412.See file dsdata.txt to determine how the superseded data were derived.
 CP1412
 CP1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR418858(NAD 83)
 CP1412_MARKER: B = BOLT
 CP1412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1412_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1412_STAMPING: ROBINSON
 CP1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1412
 CP1412  HISTORY     - Date     Condition        Report By
 CP1412  HISTORY     - UNK      MONUMENTED       DOD
 CP1412  HISTORY     - 1970     GOOD             LADTD
 CP1412
 CP1412                          STATION DESCRIPTION
 CP1412
 CP1412'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1412'2.95 MI S FROM DELHI.
 CP1412'ABOUT 2.95 MILES SOUTH ALONG LOUISIANA HIGHWAY 17 FROM THE CENTERLINE
 CP1412'OF THE SOUTH LANE OF INTERSTATE HIGHWAY 20 OVERPASS SOUTH OF DELHI.
 CP1412'THENCE SOUTH ALONG LOUISIANA HIGHWAY 17, 2.95 MILES TO THE MARK.  IT
 CP1412'IS 35.0 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 17, 31.0 FEET
 CP1412'NORTH OF A TELEPHONE POLE WITH BRACE, 122.0 FEET NORTHEAST OF THE
 CP1412'NORTHEAST CORNER OF BLACKS COTTON GIN, 52.0 FEET NORTH OF A GRAVEL
 CP1412'DRIVEWAY.  A U.S. ENGRS. B.M. DISK SET ON TOP OF A 4 INCH IRON PIPE
 CP1412'PROJECTING 1.0 FOOT ABOVE GROUND.  A WITNESS POST IS SET 2.0 FEET EAST
 CP1412'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1851 ***********************************************************************
 CQ1851  DESIGNATION -  ROBINSON CAP
 CQ1851  PID         -  CQ1851
 CQ1851  STATE/COUNTY-  LA/CADDO
 CQ1851  USGS QUAD   -  ELM GROVE (1980)
 CQ1851
 CQ1851                         *CURRENT SURVEY CONTROL
 CQ1851  ___________________________________________________________________
 CQ1851* NAD 83(1986)-  32 15 49.     (N)    093 31 33.     (W)     SCALED    
 CQ1851* NAVD 88     -        44.723  (meters)     146.73   (feet)  ADJUSTED  
 CQ1851  ___________________________________________________________________
 CQ1851  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1851  DYNAMIC HT  -          44.672 (meters)     146.56  (feet)  COMP
 CQ1851  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 CQ1851
 CQ1851  VERT ORDER  -  FIRST     CLASS I
 CQ1851
 CQ1851.The horizontal coordinates were scaled from a topographic map and have
 CQ1851.an estimated accuracy of +/- 6 seconds.
 CQ1851
 CQ1851.The orthometric height was determined by differential leveling
 CQ1851.and adjusted by the National Geodetic Survey in February 1994..
 CQ1851
 CQ1851.The geoid height was determined by GEOID03.
 CQ1851
 CQ1851.The dynamic height is computed by dividing the NAVD 88
 CQ1851.geopotential number by the normal gravity value computed on the
 CQ1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1851.degrees latitude (g = 980.6199 gals.).
 CQ1851
 CQ1851.The modeled gravity was interpolated from observed gravity values.
 CQ1851
 CQ1851;                    North         East    Units  Estimated Accuracy
 CQ1851;SPC LA N     -   196,000.      903,350.      MT  (+/- 180 meters Scaled)
 CQ1851
 CQ1851                          SUPERSEDED SURVEY CONTROL
 CQ1851
 CQ1851  NAVD 88 (06/15/91)   44.723  (m)          146.73   (f) UNKNOWN     1 1
 CQ1851  NGVD 29 (??/??/??)   44.771  (m)          146.89   (f) ADJUSTED    1 1
 CQ1851
 CQ1851.Superseded values are not recommended for survey control.
 CQ1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1851.See file dsdata.txt to determine how the superseded data were derived.
 CQ1851
 CQ1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR504697(NAD 83)
 CQ1851_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1851_SP_SET: PIPE
 CQ1851_STAMPING: ROBINSON
 CQ1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1851
 CQ1851  HISTORY     - Date     Condition        Report By
 CQ1851  HISTORY     - UNK      MONUMENTED       DOD
 CQ1851  HISTORY     - 1969     GOOD             CGS
 CQ1851  HISTORY     - 1977     GOOD             NGS
 CQ1851  HISTORY     - 19990515 GOOD             USPSQD
 CQ1851
 CQ1851                          STATION DESCRIPTION
 CQ1851
 CQ1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1851'17.6 MI SE FROM SHREVEPORT.
 CQ1851'ABOUT 17.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1851'STATION POST OFFICE AT SHREVEPORT, 79 YARDS NORTH OF THE NORTH CORNER
 CQ1851'OF A HOUSE, 186 1/2 FEET NORTHEAST OF THE NORTH CORNER OF A BRICK
 CQ1851'HOUSE, 166 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 89 FEET
 CQ1851'SOUTHEAST OF THE CENTER LINE OF YEARWOOD ROAD, 82 1/2 FEET SOUTHWEST
 CQ1851'OF THE SOUTHWEST RAIL OF THE MAIN TRACK OF THE TEXAS AND PACIFIC
 CQ1851'RAILROAD, 4 1/2 RAILS NORTHWEST OF THE LACHUTE STATION SIGN, 24 FEET
 CQ1851'SOUTHEAST OF A BRICK PILLAR, 6 FEET SOUTHWEST OF A WOODEN FENCE, ABOUT
 CQ1851'2 FEET BELOW THE LEVEL OF THE TRACK, A U.S. ENGINEERS CAP ON THE TOP
 CQ1851'OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CQ1851'GROUND.  SEC 30, T 15N, R 11W.
 CQ1851
 CQ1851                          STATION RECOVERY (1977)
 CQ1851
 CQ1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1851'RECOVERED IN GOOD CONDITION.
 CQ1851
 CQ1851                          STATION RECOVERY (1999)
 CQ1851
 CQ1851'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1411 ***********************************************************************
 CP1411  DESIGNATION -  ROBINSON CAP
 CP1411  PID         -  CP1411
 CP1411  STATE/COUNTY-  LA/FRANKLIN
 CP1411  USGS QUAD   -  DELHI (1986)
 CP1411
 CP1411                         *CURRENT SURVEY CONTROL
 CP1411  ___________________________________________________________________
 CP1411* NAD 83(1986)-  32 24 04.     (N)    091 29 31.     (W)     SCALED    
 CP1411* NAVD 88     -        27.11   (+/-2cm)      88.9    (feet)  VERTCON   
 CP1411  ___________________________________________________________________
 CP1411  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1411
 CP1411  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1411
 CP1411.The horizontal coordinates were scaled from a topographic map and have
 CP1411.an estimated accuracy of +/- 6 seconds.
 CP1411
 CP1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1411.The vertical order pertains to the NGVD 29 superseded value.
 CP1411
 CP1411.The geoid height was determined by GEOID03.
 CP1411
 CP1411;                    North         East    Units  Estimated Accuracy
 CP1411;SPC LA N     -   211,230.    1,094,830.      MT  (+/- 180 meters Scaled)
 CP1411
 CP1411                          SUPERSEDED SURVEY CONTROL
 CP1411
 CP1411  NGVD 29 (??/??/92)   27.127  (m)           89.00   (f) ADJ UNCH    1 2
 CP1411
 CP1411.Superseded values are not recommended for survey control.
 CP1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1411.See file dsdata.txt to determine how the superseded data were derived.
 CP1411
 CP1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR418858(NAD 83)
 CP1411_MARKER: P = PIPE CAP
 CP1411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1411_STAMPING: ROBINSON
 CP1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1411
 CP1411  HISTORY     - Date     Condition        Report By
 CP1411  HISTORY     - UNK      MONUMENTED       DOD
 CP1411  HISTORY     - 1970     GOOD             LADTD
 CP1411
 CP1411                          STATION DESCRIPTION
 CP1411
 CP1411'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1411'2.95 MI S FROM DELHI.
 CP1411'ABOUT 2.95 MILES SOUTH ALONG LOUISIANA HIGHWAY 17 FROM THE CENTERLINE
 CP1411'OF THE SOUTH LANE OF INTERSTATE HIGHWAY 20 OVERPASS SOUTH OF DELHI.
 CP1411'THENCE SOUTH ALONG LOUISIANA HIGHWAY 17, 2.95 MILES TO THE MARK.  IT
 CP1411'IS 35.0 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 17, 31.0 FEET
 CP1411'NORTH OF A TELEPHONE POLE WITH BRACE, 122.0 FEET NORTHEAST OF THE
 CP1411'NORTHEAST CORNER OF BLACKS COTTON GIN, 52.0 FEET NORTH OF A GRAVEL
 CP1411'DRIVEWAY.  A U.S. ENGRS. B.M. DISK SET ON TOP OF A 4 INCH IRON PIPE
 CP1411'PROJECTING 1.0 FOOT ABOVE GROUND.  A WITNESS POST IS SET 2.0 FEET EAST
 CP1411'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6530 ***********************************************************************
 AH6530  DESIGNATION -  ROCHELLE
 AH6530  PID         -  AH6530
 AH6530  STATE/COUNTY-  LA/TERREBONNE
 AH6530  USGS QUAD   -  GIBSON (1980)
 AH6530
 AH6530                         *CURRENT SURVEY CONTROL
 AH6530  ___________________________________________________________________
 AH6530* NAD 83(1992)-  29 40 38.41574(N)    090 58 45.37028(W)     ADJUSTED  
 AH6530* NAVD 88     -         0.8  **(meters)       3.   **(feet)  GPS OBS   
 AH6530  **This station is located in a subsidence area (see below).
 AH6530  ___________________________________________________________________
 AH6530  X           -     -94,785.253 (meters)                     COMP
 AH6530  Y           -  -5,545,221.247 (meters)                     COMP
 AH6530  Z           -   3,139,336.100 (meters)                     COMP
 AH6530  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AH6530  ELLIP HEIGHT-         -24.82  (meters)          (02/21/02) GPS OBS
 AH6530  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH6530
 AH6530  HORZ ORDER  -  FIRST
 AH6530  ELLP ORDER  -  FIFTH     CLASS I
 AH6530
 AH6530.The horizontal coordinates were established by GPS observations
 AH6530.and adjusted by the National Geodetic Survey in December 1998..
 AH6530
 AH6530 ** The orthometric height has not been validated since last determined
 AH6530 ** by differential leveling and should not be used for control purposes.
 AH6530 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6530 ** area with valid NAVD 88 orthometric heights.
 AH6530 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6530 ** epoch indicated which incorporates improved geoid heights for the
 AH6530 ** Southern Louisiana Subsidence area.
 AH6530 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6530.The orthometric height was determined by GPS observations and a
 AH6530.high-resolution geoid model.
 AH6530
 AH6530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6530
 AH6530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6530
 AH6530.The ellipsoidal height was determined by GPS observations
 AH6530.and is referenced to NAD 83.
 AH6530
 AH6530.The geoid height was determined by GEOID03.
 AH6530
 AH6530;                    North         East     Units Scale Factor Converg.
 AH6530;SPC LA S     -   130,554.796 1,034,270.217   MT  0.99994159   +0 10 37.3
 AH6530;SPC LA S     -   428,328.53  3,393,268.20   sFT  0.99994159   +0 10 37.3
 AH6530;UTM  15      - 3,284,740.358   695,542.986   MT  1.00007181   +1 00 02.9
 AH6530
 AH6530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6530!SPC LA S     -   1.00000390  x   0.99994159  =   0.99994549
 AH6530!UTM  15      -   1.00000390  x   1.00007181  =   1.00007571
 AH6530
 AH6530                          SUPERSEDED SURVEY CONTROL
 AH6530
 AH6530  ELLIP H (12/17/98)  -24.83   (m)                       GP(       ) 4 2
 AH6530
 AH6530.Superseded values are not recommended for survey control.
 AH6530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6530.See file dsdata.txt to determine how the superseded data were derived.
 AH6530
 AH6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9554384740(NAD 83)
 AH6530_MARKER: I = METAL ROD
 AH6530_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6530_STAMPING: ROCHELLE
 AH6530_MARK LOGO: LA-109
 AH6530_PROJECTION: RECESSED 10 CENTIMETERS
 AH6530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6530+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6530_ROD/PIPE-DEPTH: 18.3 meters
 AH6530_SLEEVE-DEPTH  :  0.9 meters
 AH6530
 AH6530  HISTORY     - Date     Condition        Report By
 AH6530  HISTORY     - 1995     MONUMENTED       MPHI
 AH6530
 AH6530                          STATION DESCRIPTION
 AH6530
 AH6530'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6530'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6530'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90.  TURN RIGHT ON HWY 90
 AH6530'AND TRAVEL WEST FOR 21.40 MI (34.44 KM) TO THE STATION ON THE LEFT.
 AH6530'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE
 AH6530'STATION IS 32.0 FT (9.8 M) SOUTHWEST OF THE CENTERLINE OF HWY 90, 75.0
 AH6530'FT (22.9 M) SOUTHEAST OF THE TELEPHONE PED. NO.10 1/2, AND 52.0 FT
 AH6530'(15.8 M) SOUTHEAST OF THE 18 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2567 ***********************************************************************
 BX2567  DESIGNATION -  ROCHELLE GRANT TIMBER CO TANK
 BX2567  PID         -  BX2567
 BX2567  STATE/COUNTY-  LA/GRANT
 BX2567  USGS QUAD   -  TULLOS (1984)
 BX2567
 BX2567                         *CURRENT SURVEY CONTROL
 BX2567  ___________________________________________________________________
 BX2567* NAD 83(1992)-  31 46 56.94540(N)    092 22 27.29241(W)     ADJUSTED  
 BX2567* NAVD 88     -                                                        
 BX2567  ___________________________________________________________________
 BX2567  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BX2567  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX2567
 BX2567  HORZ ORDER  -  THIRD
 BX2567
 BX2567.The horizontal coordinates were established by classical geodetic methods
 BX2567.and adjusted by the National Geodetic Survey in January 1993..
 BX2567
 BX2567
 BX2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2567
 BX2567.The geoid height was determined by GEOID03.
 BX2567
 BX2567;                    North         East     Units Scale Factor Converg.
 BX2567;SPC LA N     -   142,202.225 1,011,909.693   MT  0.99991751   +0 03 59.3
 BX2567;SPC LA N     -   466,541.80  3,319,907.05   sFT  0.99991751   +0 03 59.3
 BX2567;UTM  15      - 3,516,496.593   559,245.268   MT  0.99964329   +0 19 46.5
 BX2567
 BX2567                          SUPERSEDED SURVEY CONTROL
 BX2567
 BX2567  NAD 83(1986)-  31 46 56.96101(N)    092 22 27.28572(W) AD(       ) 4
 BX2567  NAD 27      -  31 46 56.35000(N)    092 22 26.78000(W) AD(       ) 3
 BX2567
 BX2567.Superseded values are not recommended for survey control.
 BX2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2567.See file dsdata.txt to determine how the superseded data were derived.
 BX2567
 BX2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR5924516497(NAD 83)
 BX2567_MARKER: 51 = TANK
 BX2567
 BX2567  HISTORY     - Date     Condition        Report By
 BX2567  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2567
 BX2567                          STATION DESCRIPTION
 BX2567
 BX2567'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2565 ***********************************************************************
 BX2565  DESIGNATION -  ROCHELLE TREMONT LUMBR TALL TK
 BX2565  PID         -  BX2565
 BX2565  STATE/COUNTY-  LA/GRANT
 BX2565  USGS QUAD   -  TULLOS (1984)
 BX2565
 BX2565                         *CURRENT SURVEY CONTROL
 BX2565  ___________________________________________________________________
 BX2565* NAD 83(1992)-  31 47 28.64995(N)    092 21 57.85977(W)     ADJUSTED  
 BX2565* NAVD 88     -                                                        
 BX2565  ___________________________________________________________________
 BX2565  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BX2565  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX2565
 BX2565  HORZ ORDER  -  THIRD
 BX2565
 BX2565.The horizontal coordinates were established by classical geodetic methods
 BX2565.and adjusted by the National Geodetic Survey in January 1993..
 BX2565
 BX2565
 BX2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2565
 BX2565.The geoid height was determined by GEOID03.
 BX2565
 BX2565;                    North         East     Units Scale Factor Converg.
 BX2565;SPC LA N     -   143,179.598 1,012,682.791   MT  0.99991716   +0 04 14.9
 BX2565;SPC LA N     -   469,748.40  3,322,443.46   sFT  0.99991716   +0 04 14.9
 BX2565;UTM  15      - 3,517,477.239   560,013.659   MT  0.99964442   +0 20 02.3
 BX2565
 BX2565                          SUPERSEDED SURVEY CONTROL
 BX2565
 BX2565  NAD 83(1986)-  31 47 28.66539(N)    092 21 57.85311(W) AD(       ) 4
 BX2565  NAD 27      -  31 47 28.06000(N)    092 21 57.35000(W) AD(       ) 3
 BX2565
 BX2565.Superseded values are not recommended for survey control.
 BX2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2565.See file dsdata.txt to determine how the superseded data were derived.
 BX2565
 BX2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR6001417477(NAD 83)
 BX2565_MARKER: 51 = TANK
 BX2565
 BX2565  HISTORY     - Date     Condition        Report By
 BX2565  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2565
 BX2565                          STATION DESCRIPTION
 BX2565
 BX2565'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2708 ***********************************************************************
 BX2708  DESIGNATION -  ROCK
 BX2708  PID         -  BX2708
 BX2708  STATE/COUNTY-  LA/RAPIDES
 BX2708  USGS QUAD   -  BOYCE (1992)
 BX2708
 BX2708                         *CURRENT SURVEY CONTROL
 BX2708  ___________________________________________________________________
 BX2708* NAD 83(1992)-  31 25 57.85900(N)    092 43 40.82952(W)     ADJUSTED  
 BX2708* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 BX2708  ___________________________________________________________________
 BX2708  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BX2708  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2708
 BX2708  HORZ ORDER  -  FIRST
 BX2708
 BX2708.The horizontal coordinates were established by classical geodetic methods
 BX2708.and adjusted by the National Geodetic Survey in January 1993..
 BX2708
 BX2708.The orthometric height was scaled from a topographic map.
 BX2708
 BX2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2708
 BX2708.The geoid height was determined by GEOID03.
 BX2708
 BX2708;                    North         East     Units Scale Factor Converg.
 BX2708;SPC LA N     -   103,440.950   978,324.293   MT  0.99995032   -0 07 14.0
 BX2708;SPC LA N     -   339,372.52  3,209,718.95   sFT  0.99995032   -0 07 14.0
 BX2708;UTM  15      - 3,477,593.849   525,848.034   MT  0.99960824   +0 08 30.6
 BX2708
 BX2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2708!SPC LA N     -   0.99999955  x   0.99995032  =   0.99994987
 BX2708!UTM  15      -   0.99999955  x   0.99960824  =   0.99960779
 BX2708
 BX2708|---------------------------------------------------------------------|
 BX2708| PID    Reference Object                     Distance      Geod. Az  |
 BX2708|                                                           dddmmss.s |
 BX2708| CY4617 ROCK RM                              15.171 METERS 20316     |
 BX2708|---------------------------------------------------------------------|
 BX2708
 BX2708                          SUPERSEDED SURVEY CONTROL
 BX2708
 BX2708  NAD 83(1986)-  31 25 57.88226(N)    092 43 40.82239(W) AD(       ) 1
 BX2708  NAD 27      -  31 25 57.24913(N)    092 43 40.28475(W) AD(       ) 1
 BX2708
 BX2708.Superseded values are not recommended for survey control.
 BX2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2708.See file dsdata.txt to determine how the superseded data were derived.
 BX2708
 BX2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2584877594(NAD 83)
 BX2708_MARKER: DS = TRIANGULATION STATION DISK
 BX2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2708
 BX2708  HISTORY     - Date     Condition        Report By
 BX2708  HISTORY     - 1919     MONUMENTED       CGS
 BX2708  HISTORY     - 1934     MARK NOT FOUND   LAGS
 BX2708  HISTORY     - 1935     MARK NOT FOUND   CGS
 BX2708  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2708
 BX2708                          STATION DESCRIPTION
 BX2708
 BX2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX2708'STATION IS ABOUT 3-1/2 MILES E OF DEPOT AT LENA, OUTSIDE
 BX2708'OF TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY, IN EDGE OF PASTURE,
 BX2708'5 METERS (16 FEET) N OF PROLONGATION OF N RAIL TANGENT FROM
 BX2708'W, 14-1/8 TELEGRAPH POLES E OF MILEBOARD NO. 214, AND 27.8
 BX2708'METERS (91.0 FEET) S OF CENTER LINE OF MAIN TRACK.
 BX2708'
 BX2708'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2708'DISKS SET IN CONCRETE.
 BX2708'
 BX2708'REFERENCE MARK IS 15.171 METERS (49.77 FEET) FROM STATION
 BX2708'S 23 DEG 16 MIN W.
 BX2708
 BX2708                          STATION RECOVERY (1934)
 BX2708
 BX2708'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BX2708'STATION NOT RECOVERED.  THE STATION APPARENTLY HAS BEEN
 BX2708'DESTROYED OR COVERED IN THE CONSTRUCTION OF A NEW RAILWAY FILL.
 BX2708
 BX2708                          STATION RECOVERY (1935)
 BX2708
 BX2708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2708'STATION NOT RECOVERED.  OLD SURFACE MARK AND UNDERGROUND
 BX2708'MARK FOUND ON BANK ABOVE PIPE LINE EXCAVATION.  REFERENCE
 BX2708'MARK NOT FOUND.
 BX2708
 BX2708                          STATION RECOVERY (1999)
 BX2708
 BX2708'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2843 ***********************************************************************
 CQ2843  DESIGNATION -  ROCK
 CQ2843  PID         -  CQ2843
 CQ2843  STATE/COUNTY-  LA/JACKSON
 CQ2843  USGS QUAD   -  CLAY (1994)
 CQ2843
 CQ2843                         *CURRENT SURVEY CONTROL
 CQ2843  ___________________________________________________________________
 CQ2843* NAD 83(1992)-  32 26 09.49464(N)    092 40 27.34543(W)     ADJUSTED  
 CQ2843* NAVD 88     -        63.     (meters)     207.     (feet)  VERTCON   
 CQ2843  ___________________________________________________________________
 CQ2843  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CQ2843  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ2843
 CQ2843  HORZ ORDER  -  SECOND
 CQ2843
 CQ2843.The horizontal coordinates were established by classical geodetic methods
 CQ2843.and adjusted by the National Geodetic Survey in January 1993..
 CQ2843
 CQ2843.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2843
 CQ2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2843
 CQ2843.The geoid height was determined by GEOID03.
 CQ2843
 CQ2843;                    North         East     Units Scale Factor Converg.
 CQ2843;SPC LA N     -   214,667.327   983,612.506   MT  0.99995553   -0 05 31.7
 CQ2843;SPC LA N     -   704,287.72  3,227,068.70   sFT  0.99995553   -0 05 31.7
 CQ2843;UTM  15      - 3,588,808.113   530,621.232   MT  0.99961156   +0 10 29.0
 CQ2843
 CQ2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2843!SPC LA N     -   0.99999415  x   0.99995553  =   0.99994968
 CQ2843!UTM  15      -   0.99999415  x   0.99961156  =   0.99960571
 CQ2843
 CQ2843|---------------------------------------------------------------------|
 CQ2843| PID    Reference Object                     Distance      Geod. Az  |
 CQ2843|                                                           dddmmss.s |
 CQ2843| CQ2842 ROCK RM 1 1971                       41.295 METERS 05119     |
 CQ2843| CQ2840 RUSTON UNITED MICRO KGU 45          APPROX. 2.3 KM 1322114.2 |
 CQ2843| CY4625 ROCK RM 2                            16.756 METERS 15757     |
 CQ2843| CY4623 ROCK AZ MK                                         2174422.7 |
 CQ2843|---------------------------------------------------------------------|
 CQ2843
 CQ2843                          SUPERSEDED SURVEY CONTROL
 CQ2843
 CQ2843  NAD 83(1986)-  32 26 09.50790(N)    092 40 27.33631(W) AD(       ) 2
 CQ2843  NAD 27      -  32 26 08.96208(N)    092 40 26.79547(W) AD(       ) 2
 CQ2843  NGVD 29 (07/19/86)   63.     (m)          207.     (f) VERT ANG       
 CQ2843
 CQ2843.Superseded values are not recommended for survey control.
 CQ2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2843.See file dsdata.txt to determine how the superseded data were derived.
 CQ2843
 CQ2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3062188808(NAD 83)
 CQ2843_MARKER: DS = TRIANGULATION STATION DISK
 CQ2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2843
 CQ2843  HISTORY     - Date     Condition        Report By
 CQ2843  HISTORY     - 1971     MONUMENTED       NGS
 CQ2843
 CQ2843                          STATION DESCRIPTION
 CQ2843
 CQ2843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2843'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF RUSTON, 1
 CQ2843'1/4 MILES SOUTH OF THE LINCOLN-JACKSON PARISH LINE AND 0.25 MILE
 CQ2843'NORTHEAST OF CLAY, ON THE SOUTHEAST RIGHT-OF-WAY OF THE ROCK
 CQ2843'ISLAND RAILROAD.
 CQ2843'
 CQ2843'TO REACH THE STATION FROM THE POST OFFICE IN CLAY, GO
 CQ2843'NORTHEASTERLY ON U.S. HIGHWAY 167 FOR 0.05 MILE TO THE
 CQ2843'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEASTERLY ON HIGHWAY 167
 CQ2843'FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSS RAILROAD
 CQ2843'TRACK, THEN TURN LEFT AND GO NORTHEAST ON A TRACK
 CQ2843'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CQ2843'
 CQ2843'THE STATION MARKS ARE STANDARD DISKS STAMPED ROCK 1971.  THE
 CQ2843'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CQ2843'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 82.5 FEET
 CQ2843'NORTH OF THE NORTH CORNER OF A HOUSE, 55.5 FEET SOUTHWEST OF A
 CQ2843'TELEPHONE POLE, 48 FEET NORTH-NORTHWEST OF A POWER POLE, 19 FEET
 CQ2843'NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 14 FEET SOUTHEAST
 CQ2843'OF THE SOUTHEAST RAIL OF THE RAILROAD TRACK.  THE UNDERGROUND
 CQ2843'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CQ2843'THE GROUND SURFACE.
 CQ2843'
 CQ2843'REFERENCE MARK ONE IS A STANDARD DISK STAMPED ROCK NO 1 1971, SET
 CQ2843'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CQ2843'FLUSH WITH THE GROUND SURFACE.  IT IS 45.5 FEET SOUTHEAST OF THE
 CQ2843'SOUTHEAST RAIL OF THE RAILROAD TRACK, 3.5 FEET WEST-NORTHWEST OF A
 CQ2843'FENCE AND 3 FEET NORTHWEST OF A METAL WITNESS POST.
 CQ2843'
 CQ2843'REFERENCE MARK TWO IS A STANDARD DISK STAMPED ROCK NO 2 1971, SET
 CQ2843'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2843'WITH THE GROUND SURFACE.  IT IS 61.5 FEET SOUTHEAST OF THE
 CQ2843'SOUTHEAST RAIL OF THE RAILROAD TRACK, 30.5 FEET NORTH OF THE
 CQ2843'NORTH CORNER OF THE HOUSE AND 25 FEET EAST OF THE POWER POLE.
 CQ2843'
 CQ2843'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROCK 1971, SET IN THE
 CQ2843'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ2843'THE GROUND SURFACE.  IT IS 18 FEET NORTH-NORTHEAST OF THE CENTER
 CQ2843'OF A GRAVEL ROAD, 25 FEET NORTH OF A TELEPHONE POLE NUMBERED 1606,
 CQ2843'15 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACK
 CQ2843'AND 13 FEET NORTHWEST OF A METAL WITNESS POST.
 CQ2843'
 CQ2843'NOTE--RM 1 WAS USED AS AN AUXILIARY STATION AND OCCUPIED FOR THE
 CQ2843'ANGLE BETWEEN STATIONS CLAY AND ROCK.
 CQ2843'
 CQ2843'RM 2 WAS MEASURED WITH A 30 METER TAPE WITH 5 KG. TENSION.
 CQ2843'
 CQ2843'RM 1 - RM 2 MEASURED WITH A 300 FEET TAPE WITH 10 KG. TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3237 ***********************************************************************
 CQ3237  DESIGNATION -  ROCKY MOUNT
 CQ3237  PID         -  CQ3237
 CQ3237  STATE/COUNTY-  LA/BOSSIER
 CQ3237  USGS QUAD   -  HUGHES (1981)
 CQ3237
 CQ3237                         *CURRENT SURVEY CONTROL
 CQ3237  ___________________________________________________________________
 CQ3237* NAD 83(1992)-  32 48 49.16675(N)    093 37 55.38771(W)     ADJUSTED  
 CQ3237* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 CQ3237  ___________________________________________________________________
 CQ3237  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CQ3237  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ3237
 CQ3237  HORZ ORDER  -  SECOND
 CQ3237
 CQ3237.The horizontal coordinates were established by classical geodetic methods
 CQ3237.and adjusted by the National Geodetic Survey in September 1999..
 CQ3237
 CQ3237.The orthometric height was scaled from a topographic map.
 CQ3237
 CQ3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3237
 CQ3237.The geoid height was determined by GEOID03.
 CQ3237
 CQ3237;                    North         East     Units Scale Factor Converg.
 CQ3237;SPC LA N     -   257,092.205   893,982.284   MT  1.00003682   -0 35 54.7
 CQ3237;SPC LA N     -   843,476.68  2,933,006.88   sFT  1.00003682   -0 35 54.7
 CQ3237;UTM  15      - 3,630,806.155   440,832.020   MT  0.99964317   -0 20 33.1
 CQ3237
 CQ3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3237!SPC LA N     -   0.99998418  x   1.00003682  =   1.00002100
 CQ3237!UTM  15      -   0.99998418  x   0.99964317  =   0.99962736
 CQ3237
 CQ3237|---------------------------------------------------------------------|
 CQ3237| PID    Reference Object                     Distance      Geod. Az  |
 CQ3237|                                                           dddmmss.s |
 CQ3237| CX6180 ROCKY MOUNT RM 1                      7.759 METERS 01033     |
 CQ3237| CQ3235 CANEY                               APPROX. 9.6 KM 0171612.6 |
 CQ3237| CQ3236 PTS 20 W H 20                       309.266 METERS 07250     |
 CQ3237| CX6181 ROCKY MOUNT RM 2                      4.790 METERS 11357     |
 CQ3237| CQ3286 BENTON MUNICIPAL TANK               APPROX.16.5 KM 2180915.1 |
 CQ3237|---------------------------------------------------------------------|
 CQ3237
 CQ3237                          SUPERSEDED SURVEY CONTROL
 CQ3237
 CQ3237  NAD 83(1992)-  32 48 49.16885(N)    093 37 55.38439(W) AD(       ) 2
 CQ3237  NAD 83(1986)-  32 48 49.17860(N)    093 37 55.37720(W) AD(       ) 2
 CQ3237  NAD 27      -  32 48 48.67000(N)    093 37 54.73900(W) AD(       ) 2
 CQ3237
 CQ3237.Superseded values are not recommended for survey control.
 CQ3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3237.See file dsdata.txt to determine how the superseded data were derived.
 CQ3237
 CQ3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4083230806(NAD 83)
 CQ3237_MARKER: DS = TRIANGULATION STATION DISK
 CQ3237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3237
 CQ3237  HISTORY     - Date     Condition        Report By
 CQ3237  HISTORY     - 1950     MONUMENTED       CGS
 CQ3237  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ3237  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ3237
 CQ3237                          STATION DESCRIPTION
 CQ3237
 CQ3237'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3237'THE STATION IS LOCATED ABOUT 0.2 MILE WEST-SOUTHWEST OF THE
 CQ3237'CROSSROAD AND POST OFFICE IN ROCKY MOUNT ON THE NORTH SIDE
 CQ3237'OF STATE HIGHWAY NO. 182.  IT IS ON LAND OWNED BY MR.
 CQ3237'W.C. YOUNG, 55.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 CQ3237'NO. 182, AND 16.0 FEET NORTH OF A WITNESS POST AND 9.0 FEET
 CQ3237'NORTHWEST OF A 6 INCH PINE TREE WITH A TRIANGLE BLAZE.
 CQ3237'IT PROJECTS 4 INCHES AND IS STAMPED ROCKY MOUNT 1950.
 CQ3237'
 CQ3237'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 CQ3237'STATION.  IT PROJECTS 6 INCHES AND IS STAMPED ROCKY MOUNT
 CQ3237'NO 1 1950.
 CQ3237'
 CQ3237'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 CQ3237'STATION.  IT IS 40.0 FEET NORTH OF THE CENTER OF STATE
 CQ3237'HIGHWAY NO. 182, 8.0 FEET SOUTH OF A 6 INCH PINE TREE WITH
 CQ3237'A TRIANGLE BLAZE AND 1.5 FEET EAST OF A WITNESS POST.  IT
 CQ3237'PROJECTS 6 INCHES AND IS STAMPED ROCKY MOUNT NO 2 1950.
 CQ3237'
 CQ3237'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CQ3237'NO. 2 IS 32.8 FEET.
 CQ3237'
 CQ3237'THE AZIMUTH MARK IS A STANDARD U.S.G.S. IN CO-OPERATION WITH
 CQ3237'DEPT. OF CONSERVATION STATE OF LOUISIANA DISK SET IN
 CQ3237'THE TOP OF A 6 INCH SQUARE CONCRETE POST.  IT IS 40.0 FEET
 CQ3237'EAST OF THE NORTHEAST CORNER OF THE ROCKY MOUNT STORE, 32.0
 CQ3237'FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 182, AND 19.0
 CQ3237'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, AND 1.5 FEET
 CQ3237'SOUTHWEST OF A FENCE CORNER AND 1.0 FOOT WEST OF A NORTH-SOUTH
 CQ3237'FENCE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 CQ3237'PRIM TRAV STA NO 20W H20 1922.
 CQ3237'
 CQ3237'TO REACH THE STATION FROM THE ROCKY MOUNT STORE AND POST
 CQ3237'OFFICE, GO WESTERLY ON STATE HIGHWAY NO. 182 FOR 0.2 MILE
 CQ3237'TO A TRIANGLE BLAZED PINE TREE ON THE RIGHT AND THE STATION
 CQ3237'AS DESCRIBED.
 CQ3237'
 CQ3237'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ3237
 CQ3237                          STATION RECOVERY (2001)
 CQ3237
 CQ3237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ3237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ3237
 CQ3237                          STATION RECOVERY (2002)
 CQ3237
 CQ3237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ3237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3315 ***********************************************************************
 CQ3315  DESIGNATION -  RODESSA MUNICIPAL TANK
 CQ3315  PID         -  CQ3315
 CQ3315  STATE/COUNTY-  LA/CADDO
 CQ3315  USGS QUAD   -  VIVIAN NORTH (1971)
 CQ3315
 CQ3315                         *CURRENT SURVEY CONTROL
 CQ3315  ___________________________________________________________________
 CQ3315* NAD 83(1992)-  32 58 17.55419(N)    093 59 45.98275(W)     ADJUSTED  
 CQ3315* NAVD 88     -                                                        
 CQ3315  ___________________________________________________________________
 CQ3315  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 CQ3315  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CQ3315
 CQ3315  HORZ ORDER  -  THIRD
 CQ3315
 CQ3315.The horizontal coordinates were established by classical geodetic methods
 CQ3315.and adjusted by the National Geodetic Survey in September 1999..
 CQ3315
 CQ3315
 CQ3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3315
 CQ3315.The geoid height was determined by GEOID03.
 CQ3315
 CQ3315;                    North         East     Units Scale Factor Converg.
 CQ3315;SPC LA N     -   275,014.886   860,131.919   MT  1.00008374   -0 47 27.6
 CQ3315;SPC LA N     -   902,278.01  2,821,949.47   sFT  1.00008374   -0 47 27.6
 CQ3315;SPC TXNC     - 2,153,720.187 1,020,856.236   MT  0.99987359   +2 27 23.0
 CQ3315;SPC TXNC     - 7,065,996.98  3,349,259.17   sFT  0.99987359   +2 27 23.0
 CQ3315;SPC AR S     -   435,635.335   213,392.799   MT  1.00008903   -1 07 01.9
 CQ3315;SPC AR S     - 1,429,246.93    700,106.21   sFT  1.00008903   -1 07 01.9
 CQ3315;UTM  15      - 3,648,572.570   406,916.111   MT  0.99970683   -0 32 31.7
 CQ3315
 CQ3315                          SUPERSEDED SURVEY CONTROL
 CQ3315
 CQ3315  NAD 83(1992)-  32 58 17.55721(N)    093 59 45.98078(W) AD(       ) 4
 CQ3315  NAD 83(1992)-  32 58 17.56022(N)    093 59 45.97374(W) AD(       ) 4
 CQ3315  NAD 83(1986)-  32 58 17.56292(N)    093 59 45.97225(W) AD(       ) 4
 CQ3315  NAD 27      -  32 58 17.07600(N)    093 59 45.31900(W) AD(       ) 3
 CQ3315
 CQ3315.Superseded values are not recommended for survey control.
 CQ3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3315.See file dsdata.txt to determine how the superseded data were derived.
 CQ3315
 CQ3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0691648573(NAD 83)
 CQ3315_MARKER: 53 = ELEVATED TANK
 CQ3315
 CQ3315  HISTORY     - Date     Condition        Report By
 CQ3315  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3315
 CQ3315                          STATION DESCRIPTION
 CQ3315
 CQ3315'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3315'THE STATION IS LOCATED IN THE CENTRAL PART OF RODESSA AND
 CQ3315'50 YARDS WEST OF THE POST OFFICE.  THE TANK IS SUPPORTED
 CQ3315'BY A 4-LEGGED STEEL STRUCTURE AND ITS OVER-ALL HEIGHT IS
 CQ3315'ABOUT 100 FEET.  IT IS PAINTED SILVER IN COLOR.  THE TOP
 CQ3315'AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2910 ***********************************************************************
 CP2910  DESIGNATION -  RODNEY
 CP2910  PID         -  CP2910
 CP2910  STATE/COUNTY-  LA/WEST CARROLL
 CP2910  USGS QUAD   -  FISKE (1988)
 CP2910
 CP2910                         *CURRENT SURVEY CONTROL
 CP2910  ___________________________________________________________________
 CP2910* NAD 83(1992)-  32 55 48.53931(N)    091 28 03.99482(W)     ADJUSTED  
 CP2910* NAVD 88     -        32.3    (meters)     106.     (feet)  VERTCON   
 CP2910  ___________________________________________________________________
 CP2910  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CP2910  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CP2910
 CP2910  HORZ ORDER  -  SECOND
 CP2910
 CP2910.The horizontal coordinates were established by classical geodetic methods
 CP2910.and adjusted by the National Geodetic Survey in September 1999..
 CP2910
 CP2910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2910
 CP2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2910
 CP2910.The geoid height was determined by GEOID03.
 CP2910
 CP2910;                    North         East     Units Scale Factor Converg.
 CP2910;SPC LA N     -   269,918.213 1,096,545.924   MT  1.00007070   +0 32 44.7
 CP2910;SPC LA N     -   885,556.67  3,597,584.42   sFT  1.00007070   +0 32 44.7
 CP2910;UTM  15      - 3,644,584.820   643,253.668   MT  0.99985304   +0 49 59.1
 CP2910
 CP2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2910!SPC LA N     -   0.99999901  x   1.00007070  =   1.00006971
 CP2910!UTM  15      -   0.99999901  x   0.99985304  =   0.99985205
 CP2910
 CP2910|---------------------------------------------------------------------|
 CP2910| PID    Reference Object                     Distance      Geod. Az  |
 CP2910|                                                           dddmmss.s |
 CP2910| CP2909 RODNEY LADH RM 1 1970                13.271 METERS 03306     |
 CP2910| CY4626 RODNEY AZ MK                                       0522852.9 |
 CP2910| CP2913 OAK GROVE MID VALLEY PLINE MST      APPROX. 4.4 KM 2052502.0 |
 CP2910| CY4627 RODNEY RM 2                          12.169 METERS 26829     |
 CP2910|---------------------------------------------------------------------|
 CP2910
 CP2910                          SUPERSEDED SURVEY CONTROL
 CP2910
 CP2910  NAD 83(1992)-  32 55 48.53998(N)    091 28 03.99374(W) AD(       ) 2
 CP2910  NAD 83(1992)-  32 55 48.53986(N)    091 28 03.99335(W) AD(       ) 2
 CP2910  NAD 83(1986)-  32 55 48.55278(N)    091 28 03.98729(W) AD(       ) 2
 CP2910  NAD 27      -  32 55 48.09451(N)    091 28 03.56331(W) AD(       ) 2
 CP2910  NGVD 29 (07/19/86)   32.4    (m)          106.     (f) VERT ANG       
 CP2910
 CP2910.Superseded values are not recommended for survey control.
 CP2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2910.See file dsdata.txt to determine how the superseded data were derived.
 CP2910
 CP2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4325444585(NAD 83)
 CP2910_MARKER: DD = SURVEY DISK
 CP2910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2910
 CP2910  HISTORY     - Date     Condition        Report By
 CP2910  HISTORY     - 1970     MONUMENTED       LADTD
 CP2910  HISTORY     - 1973     GOOD             DMA
 CP2910
 CP2910                          STATION DESCRIPTION
 CP2910
 CP2910'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2910'THE STATION IS LOCATED 12 MILES EAST OF BONITA, 6.5 MILES
 CP2910'NORTHWEST OF OAK GROVE AND 10 MILES SOUTH WEST OF KILBOURNE,
 CP2910'IN THE SOUTHEAST QUARTER OF SECTION 32, T23N, R10E AND ON
 CP2910'THE PROPERTY OF MR. RODNEY SANDERS, ROUTE 2, OAK GROVE,
 CP2910'LOUISIANA.
 CP2910'
 CP2910'TO REACH THE STATION FROM THE OAK GROVE MUNICIPAL WATER TANK
 CP2910'AT THE JUNCTION OF STATE HIGHWAYS 2 AND 17, DRIVE WEST ALONG
 CP2910'STATE HIGHWAY 2 FOR 1.3 MILES TO ITS INTERSECTION WITH STATE
 CP2910'HIGHWAY 587, THENCE WEST ALONG STATE HIGHWAY 587 FOR 4.5
 CP2910'MILES TO ITS INTERSECTION WITH STATE HIGHWAY 585, THENCE
 CP2910'RIGHT AND NORTH ALONG STATE HIGHWAY 585, FOR 6.4 MILES TO THE
 CP2910'STATION WHICH IS SET TO THE LEFT AND NORTHWEST OF THE
 CP2910'HIGHWAY NEAR A FENCE CORNER.
 CP2910'
 CP2910'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG
 CP2910'STATE HIGHWAY 585 FOR 0.2 MILE TO THE MARK WHICH IS SET TO
 CP2910'THE LEFT AND NORTHWEST OF THE HIGHWAY.
 CP2910'
 CP2910'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2910'HIGHWAYS AND COAST GEODETIC SURVEY DISK SET IN THE TOP OF A
 CP2910'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2910'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP2910'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP2910'SURFACE.  THEY ARE STAMPED RODNEY 1970.  IT IS 125 FEET
 CP2910'NORTHWEST OF THE CENTER OF STATE HIGHWAY 585, 85 FEET
 CP2910'NORTH-NORTHEAST OF A 6 INCH PINE TREE, 72 FEET WEST OF THE
 CP2910'CENTER OF A GRAVEL DRIVE TO A HOUSE, 9 FEET WEST OF A FENCE
 CP2910'CORNER, 2 FEET SOUTH OF A FENCE, AND 9 FEET WEST OF A METAL
 CP2910'WITNESS POST.
 CP2910'
 CP2910'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2910'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP2910'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP2910'2 INCHES.  IT IS STAMPED RODNEY RM 1 1970.  IT IS 164 FEET
 CP2910'NORTHWEST OF THE CENTER OF STATE HIGHWAY 585, 37 FEET NORTH
 CP2910'OF A FENCE CORNER, 33 FEET WEST OF THE CENTER OF A GRAVEL
 CP2910'DRIVE LEADING TO A HOUSE, AND 2 FEET EAST OF A FENCE.
 CP2910'
 CP2910'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2910'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP2910'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2910'INCHES.  IT IS STAMPED RODNEY RM 2 1970.  IT IS 130 FEET
 CP2910'NORTHWEST OF THE CENTER OF STATE HIGHWAY 585, 111 FEET WEST OF
 CP2910'THE CENTER OF A GRAVEL DRIVE LEADING TO A HOUSE, AND 49 FEET WEST
 CP2910'OF A FENCE CORNER.
 CP2910'
 CP2910'THE AXIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2910'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP2910'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2910'INCHES.  IT IS STAMPED RODNEY AZ MK 1970.  IT IS 43 FEET
 CP2910'NORTH-NORTHWEST OF THE CENTER OF A CROSS DRAIN UNDER STATE
 CP2910'HIGHWAY 585, 26 FEET NORTHWEST OF THE CENTER OF STATE
 CP2910'HIGHWAY 585, 21 FEET EAST OF A BRACE POST IN THE FENCE, AND 2
 CP2910'FEET SOUTH OF A METAL WITNESS POST.
 CP2910'
 CP2910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2910
 CP2910                          STATION RECOVERY (1973)
 CP2910
 CP2910'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP2910'STATION RODNEY AND ITS AZIMUTH MARK WERE RECOVERED IN GOOD
 CP2910'CONDITION.  THE ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1231 ***********************************************************************
 CP1231  DESIGNATION -  ROGERS BOLT
 CP1231  PID         -  CP1231
 CP1231  STATE/COUNTY-  LA/WEST CARROLL
 CP1231  USGS QUAD   -  OAK GROVE (1988)
 CP1231
 CP1231                         *CURRENT SURVEY CONTROL
 CP1231  ___________________________________________________________________
 CP1231* NAD 83(1986)-  32 49 11.     (N)    091 27 53.     (W)     SCALED    
 CP1231* NAVD 88     -        28.75   (+/-2cm)      94.3    (feet)  VERTCON   
 CP1231  ___________________________________________________________________
 CP1231  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP1231
 CP1231  VERT ORDER  -  ? (See Below)
 CP1231
 CP1231.The horizontal coordinates were scaled from a topographic map and have
 CP1231.an estimated accuracy of +/- 6 seconds.
 CP1231
 CP1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1231.The vertical order pertains to the NGVD 29 superseded value.
 CP1231
 CP1231.The geoid height was determined by GEOID03.
 CP1231
 CP1231;                    North         East    Units  Estimated Accuracy
 CP1231;SPC LA N     -   257,670.    1,096,950.      MT  (+/- 180 meters Scaled)
 CP1231
 CP1231                          SUPERSEDED SURVEY CONTROL
 CP1231
 CP1231  NGVD 29 (??/??/92)   28.818  (m)           94.55   (f) ADJ UNCH    ?  
 CP1231
 CP1231.Superseded values are not recommended for survey control.
 CP1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1231.See file dsdata.txt to determine how the superseded data were derived.
 CP1231
 CP1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS437323(NAD 83)
 CP1231_MARKER: B = BOLT
 CP1231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1231_STAMPING: U.S.ENG.
 CP1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1231
 CP1231  HISTORY     - Date     Condition        Report By
 CP1231  HISTORY     - UNK      MONUMENTED       DOD
 CP1231  HISTORY     - 1935     GOOD             NGS
 CP1231
 CP1231                          STATION DESCRIPTION
 CP1231
 CP1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CP1231'5.4 MI W FROM OAK GROVE.
 CP1231'5.4 MILES WEST OF, ALONG ST. HWY. 11, FROM HIGH SCHOOL.  ABOUT 225
 CP1231'FEET WEST OF FRONT OF SMALL UNPAINTED HOUSE WITH TIN ROOF, SURROUNDED
 CP1231'BY PICKET FENCE, PROPERTY OF C. E. RODGERS.  49 FEET EAST OF
 CP1231'CENTERLINE OF ST. HWY. 11.  44 FEET SOUTH OF CENTERLINE OF DRIVEWAY TO
 CP1231'RODGERS FARM.  3 FEET EAST OF NORTHWEST FENCE CORNER.  IRON PIPE WITH
 CP1231'BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1230 ***********************************************************************
 CP1230  DESIGNATION -  ROGERS CAP
 CP1230  PID         -  CP1230
 CP1230  STATE/COUNTY-  LA/WEST CARROLL
 CP1230  USGS QUAD   -  OAK GROVE (1988)
 CP1230
 CP1230                         *CURRENT SURVEY CONTROL
 CP1230  ___________________________________________________________________
 CP1230* NAD 83(1986)-  32 49 11.     (N)    091 27 53.     (W)     SCALED    
 CP1230* NAVD 88     -        29.984  (meters)      98.37   (feet)  ADJUSTED  
 CP1230  ___________________________________________________________________
 CP1230  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP1230  DYNAMIC HT  -          29.952 (meters)      98.27  (feet)  COMP
 CP1230  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CP1230
 CP1230  VERT ORDER  -  SECOND    CLASS 0
 CP1230
 CP1230.The horizontal coordinates were scaled from a topographic map and have
 CP1230.an estimated accuracy of +/- 6 seconds.
 CP1230
 CP1230.The orthometric height was determined by differential leveling
 CP1230.and adjusted by the National Geodetic Survey in June 1991..
 CP1230
 CP1230.The geoid height was determined by GEOID03.
 CP1230
 CP1230.The dynamic height is computed by dividing the NAVD 88
 CP1230.geopotential number by the normal gravity value computed on the
 CP1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1230.degrees latitude (g = 980.6199 gals.).
 CP1230
 CP1230.The modeled gravity was interpolated from observed gravity values.
 CP1230
 CP1230;                    North         East    Units  Estimated Accuracy
 CP1230;SPC LA N     -   257,670.    1,096,950.      MT  (+/- 180 meters Scaled)
 CP1230
 CP1230                          SUPERSEDED SURVEY CONTROL
 CP1230
 CP1230  NGVD 29 (??/??/92)   30.052  (m)           98.60   (f) ADJ UNCH    2 0
 CP1230
 CP1230.Superseded values are not recommended for survey control.
 CP1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1230.See file dsdata.txt to determine how the superseded data were derived.
 CP1230
 CP1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS437323(NAD 83)
 CP1230_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1230_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1230_STAMPING: U.S.ENG.
 CP1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1230
 CP1230  HISTORY     - Date     Condition        Report By
 CP1230  HISTORY     - UNK      MONUMENTED       DOD
 CP1230  HISTORY     - 1935     GOOD             NGS
 CP1230
 CP1230                          STATION DESCRIPTION
 CP1230
 CP1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CP1230'5.4 MI W FROM OAK GROVE.
 CP1230'5.4 MILES WEST OF, ALONG ST. HWY. 11, FROM HIGH SCHOOL.  ABOUT 225
 CP1230'FEET WEST OF FRONT OF SMALL UNPAINTED HOUSE WITH TIN ROOF, SURROUNDED
 CP1230'BY PICKET FENCE, PROPERTY OF C. E. RODGERS.  49 FEET EAST OF
 CP1230'CENTERLINE OF ST. HWY. 11.  44 FEET SOUTH OF CENTERLINE OF DRIVEWAY TO
 CP1230'RODGERS FARM.  3 FEET EAST OF NORTHWEST FENCE CORNER.  IRON PIPE WITH
 CP1230'BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0211 ***********************************************************************
 CQ0211  DESIGNATION -  ROGERS USE
 CQ0211  PID         -  CQ0211
 CQ0211  STATE/COUNTY-  LA/UNION
 CQ0211  USGS QUAD   -  POINT (1994)
 CQ0211
 CQ0211                         *CURRENT SURVEY CONTROL
 CQ0211  ___________________________________________________________________
 CQ0211* NAD 83(1986)-  32 44 14.     (N)    092 17 01.     (W)     SCALED    
 CQ0211* NAVD 88     -        53.550  (meters)     175.69   (feet)  ADJUSTED  
 CQ0211  ___________________________________________________________________
 CQ0211  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ0211  DYNAMIC HT  -          53.491 (meters)     175.50  (feet)  COMP
 CQ0211  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CQ0211
 CQ0211  VERT ORDER  -  SECOND    CLASS 0
 CQ0211
 CQ0211.The horizontal coordinates were scaled from a topographic map and have
 CQ0211.an estimated accuracy of +/- 6 seconds.
 CQ0211
 CQ0211.The orthometric height was determined by differential leveling
 CQ0211.and adjusted by the National Geodetic Survey in June 1991..
 CQ0211
 CQ0211.The geoid height was determined by GEOID03.
 CQ0211
 CQ0211.The dynamic height is computed by dividing the NAVD 88
 CQ0211.geopotential number by the normal gravity value computed on the
 CQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0211.degrees latitude (g = 980.6199 gals.).
 CQ0211
 CQ0211.The modeled gravity was interpolated from observed gravity values.
 CQ0211
 CQ0211;                    North         East    Units  Estimated Accuracy
 CQ0211;SPC LA N     -   248,080.    1,020,280.      MT  (+/- 180 meters Scaled)
 CQ0211
 CQ0211                          SUPERSEDED SURVEY CONTROL
 CQ0211
 CQ0211  NGVD 29 (??/??/??)   53.647  (m)          176.01   (f) ADJUSTED    2 0
 CQ0211
 CQ0211.Superseded values are not recommended for survey control.
 CQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0211.See file dsdata.txt to determine how the superseded data were derived.
 CQ0211
 CQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS671223(NAD 83)
 CQ0211_MARKER: P = PIPE CAP
 CQ0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0211
 CQ0211  HISTORY     - Date     Condition        Report By
 CQ0211  HISTORY     - UNK      MONUMENTED       DOD
 CQ0211  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ0211
 CQ0211                          STATION DESCRIPTION
 CQ0211
 CQ0211'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0211'7.6 MI SE FROM FARMERVILLE.
 CQ0211'LOCATED 7.6 MILES SOUTHEAST ALONG THE OLD LOWER PORT UNION ROAD FROM
 CQ0211'THE POST OFFICE AT FARMERVILLE, UNION PARISH, AT THE OLD PATTERSON
 CQ0211'ROGERS PLACE, AND 30 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A
 CQ0211'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, FASTENED ON THE TOP OF A
 CQ0211'1-1/2 INCH IRON PIPE.  NOTE-- THE ROAD HAS BEEN GRADED, WIDENED, AND
 CQ0211'SURFACE SINCE THE ESTABLISHMENT OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0732 ***********************************************************************
 AV0732  DESIGNATION -  ROLL
 AV0732  PID         -  AV0732
 AV0732  STATE/COUNTY-  LA/VERMILION
 AV0732  USGS QUAD   -  ROLLOVER LAKE (1979)
 AV0732
 AV0732                         *CURRENT SURVEY CONTROL
 AV0732  ___________________________________________________________________
 AV0732* NAD 83(1992)-  29 34 05.00144(N)    092 32 35.31569(W)     ADJUSTED  
 AV0732* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0732  **This station is located in a subsidence area (see below).
 AV0732  ___________________________________________________________________
 AV0732  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AV0732  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AV0732
 AV0732  HORZ ORDER  -  THIRD
 AV0732
 AV0732.The horizontal coordinates were established by classical geodetic methods
 AV0732.and adjusted by the National Geodetic Survey in January 1993..
 AV0732
 AV0732 ** The orthometric height has not been validated since last determined
 AV0732 ** by differential leveling and should not be used for control purposes.
 AV0732 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0732 ** area with valid NAVD 88 orthometric heights.
 AV0732 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0732 ** epoch indicated which incorporates improved geoid heights for the
 AV0732 ** Southern Louisiana Subsidence area.
 AV0732 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0732.The orthometric height was scaled from a topographic map.
 AV0732
 AV0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0732
 AV0732.The geoid height was determined by GEOID03.
 AV0732
 AV0732;                    North         East     Units Scale Factor Converg.
 AV0732;SPC LA S     -   119,007.856   882,775.305   MT  0.99995409   -0 36 17.7
 AV0732;SPC LA S     -   390,444.94  2,896,238.65   sFT  0.99995409   -0 36 17.7
 AV0732;UTM  15      - 3,271,011.080   544,252.586   MT  0.99962416   +0 13 31.6
 AV0732
 AV0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0732!SPC LA S     -   1.00000402  x   0.99995409  =   0.99995811
 AV0732!UTM  15      -   1.00000402  x   0.99962416  =   0.99962817
 AV0732
 AV0732|---------------------------------------------------------------------|
 AV0732| PID    Reference Object                     Distance      Geod. Az  |
 AV0732|                                                           dddmmss.s |
 AV0732| CV9348 ROLL RM 1                            19.412 METERS 06532     |
 AV0732| CV9347 ROLL AZ MK                                         0834509.1 |
 AV0732| AV0705 MARINE GAS LINE LIGHT A             APPROX. 8.1 KM 1785853.8 |
 AV0732| AV0734 MARINE GAS LINE LIGHT B             APPROX. 4.0 KM 1810503.5 |
 AV0732| CV9349 ROLL RM 2                            17.374 METERS 29713     |
 AV0732|---------------------------------------------------------------------|
 AV0732
 AV0732                          SUPERSEDED SURVEY CONTROL
 AV0732
 AV0732  NAD 83(1986)-  29 34 05.02048(N)    092 32 35.29560(W) AD(       ) 3
 AV0732  NAD 27      -  29 34 04.22000(N)    092 32 34.79100(W) AD(       ) 3
 AV0732
 AV0732.Superseded values are not recommended for survey control.
 AV0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0732.See file dsdata.txt to determine how the superseded data were derived.
 AV0732
 AV0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4425371011(NAD 83)
 AV0732_MARKER: DS = TRIANGULATION STATION DISK
 AV0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0732
 AV0732  HISTORY     - Date     Condition        Report By
 AV0732  HISTORY     - 1955     MONUMENTED       CGS
 AV0732  HISTORY     - 1974     MARK NOT FOUND   USGS
 AV0732  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0732
 AV0732                          STATION DESCRIPTION
 AV0732
 AV0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0732'THE STATION IS LOCATED ON THE BEACH ABOUT 7.5 MILES SOUTHWEST
 AV0732'OF THE VILLAGE OF PECAN ISLAND, ABOUT 0.2 MILE WEST OF THE
 AV0732'MOUTH OF ROLLOVER BAYOU, 214 FEET EAST OF THE SHOREWARD
 AV0732'TERMINUS OF A MARINE PIPE LINE AND ABOUT 50 FEET NORTH OF THE
 AV0732'WATERS EDGE.
 AV0732'
 AV0732'TO REACH FROM THE POST OFFICE AT KAPLIN, GO SOUTH ON STATE
 AV0732'HIGHWAY NO. 35 FOR 12.5 MILES.  CROSS OVER THE DRAW BRIDGE
 AV0732'WHICH SPANS THE INTRACOASTAL CANAL AND CONTINUE SOUTH ON
 AV0732'STATE HIGHWAY NO. 35 FOR 7.7 MILES.  CROSS OVER THE
 AV0732'OLD INTRACOASTAL CANAL ON THE CABLE FERRY AND CONTINUE SOUTH
 AV0732'ON THE THE GRAVELED ROAD FOR 8.4 MILES.  TURN RIGHT AND
 AV0732'GO WESTERLY ON THE DIRT ROAD FOR 4.1 MILES.  PASS TO THE
 AV0732'RIGHT HAND SIDE OF THE CATHOLIC CHURCH AND CONTINUE WESTERLY
 AV0732'FOR 3.5 MILES TO A NARROW CANAL AND A BOAT HOUSE ON THE
 AV0732'LEFT HAND SIDE OF THE ROAD.  A MUD BOAT MAY BE OBTAINED AT
 AV0732'THIS POINT FOR TRANSPORTATION TO THE MOUTH OF ROLLOVER
 AV0732'BAYOU.  TRAVEL TIME FOR THE MUD BOAT IS ABOUT 1 HOUR.
 AV0732'
 AV0732'THE STATION IS A STANDARD DISK, STAMPED ROLL 1955, SET IN
 AV0732'THE TOP OF A 10 FOOT STEEL PIPE WHICH IS CAPPED AT THE TOP
 AV0732'BY A SQUARE CONCRETE POST.
 AV0732'
 AV0732'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROLL NO L 1955,
 AV0732'BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 AV0732'PROJECTS 6 INCHES.  IT IS LOCATED 70 FEET NORTH OF THE OCEAN
 AV0732'AT THE SAME ELEVATION AS THE STATION.
 AV0732'
 AV0732'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROLL NO 2 1955,
 AV0732'BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 AV0732'PROJECTS 6 INCHES.  IT IS LOCATED ABOUT 65 FEET NORTH OF
 AV0732'THE OCEAN AT THE SAME ELEVATION AS THE STATION.
 AV0732'
 AV0732'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ROLL 1955, BRAZED
 AV0732'TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH IS CEMENTED
 AV0732'IN THE CENTER OF AN 8 INCH TILE WHICH PROJECTS 1 FOOT.  IT
 AV0732'IS LOCATED ABOUT 0.2 MILE EAST OF THE STATION, 120 FEET
 AV0732'NORTHWEST OF THE SAND SPIT WHICH LIES TO THE WEST OF ROLLOVER
 AV0732'BAYOU, ABOUT 100 FEET WEST OF THE MOUTH OF ROLLOVER BAYOU
 AV0732'AND ABOUT 3 FEET ABOVE THE HIGH WATER MARK.
 AV0732
 AV0732                          STATION RECOVERY (1974)
 AV0732
 AV0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 AV0732'NO MARKS WERE FOUND.  THE COAST LINE IN THE AREA APPEARS
 AV0732'TO HAVE CONSIDERABLE LOSS DUE TO EROSION.
 AV0732
 AV0732                          STATION RECOVERY (1979)
 AV0732
 AV0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0732'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 AV0732'MARK WERE NOT RECOVERED.  COORDINATES FOR ROLL 1955 WERE
 AV0732'INSERTED INTO THE INERTIAL SURVEY SYSTEM AND PROBABLY
 AV0732'DUE TO EROSION, THE SYSTEM SHOWED THE STATION SITE TO BE OUT
 AV0732'IN THE GULF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0856 ***********************************************************************
 AV0856  DESIGNATION -  ROLLER
 AV0856  PID         -  AV0856
 AV0856  STATE/COUNTY-  LA/CAMERON
 AV0856  USGS QUAD   -  PEVETO BEACH (1982)
 AV0856
 AV0856                         *CURRENT SURVEY CONTROL
 AV0856  ___________________________________________________________________
 AV0856* NAD 83(1992)-  29 45 55.85768(N)    093 31 50.19412(W)     ADJUSTED  
 AV0856* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AV0856  **This station is located in a subsidence area (see below).
 AV0856  ___________________________________________________________________
 AV0856  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AV0856  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AV0856
 AV0856  HORZ ORDER  -  SECOND
 AV0856
 AV0856.The horizontal coordinates were established by classical geodetic methods
 AV0856.and adjusted by the National Geodetic Survey in January 1993..
 AV0856
 AV0856 ** The orthometric height has not been validated since last determined
 AV0856 ** by differential leveling and should not be used for control purposes.
 AV0856 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0856 ** area with valid NAVD 88 orthometric heights.
 AV0856 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0856 ** epoch indicated which incorporates improved geoid heights for the
 AV0856 ** Southern Louisiana Subsidence area.
 AV0856 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0856
 AV0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0856
 AV0856.The geoid height was determined by GEOID03.
 AV0856
 AV0856;                    North         East     Units Scale Factor Converg.
 AV0856;SPC LA S     -   142,312.829   787,523.380   MT  0.99993413   -1 05 55.2
 AV0856;SPC LA S     -   466,904.67  2,583,732.96   sFT  0.99993413   -1 05 55.2
 AV0856;UTM  15      - 3,292,921.012   448,703.687   MT  0.99963246   -0 15 48.3
 AV0856
 AV0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0856!SPC LA S     -   1.00000404  x   0.99993413  =   0.99993817
 AV0856!UTM  15      -   1.00000404  x   0.99963246  =   0.99963650
 AV0856
 AV0856|---------------------------------------------------------------------|
 AV0856| PID    Reference Object                     Distance      Geod. Az  |
 AV0856|                                                           dddmmss.s |
 AV0856| CV9351 ROLLER RM 1                          25.496 METERS 08012     |
 AV0856| CV9352 ROLLER RM 2                          50.223 METERS 14444     |
 AV0856| AV0903 SABINE PASS TV STA KBMT MAST        APPROX.32.6 KM 2595926.0 |
 AV0856| CV9350 ROLLER AZ MK                                       2602416.7 |
 AV0856| AV0868 JOHNSONS BAYOU G AMER OIL MAST      APPROX. 9.5 KM 2645509.1 |
 AV0856| AV0877 JOHNSONS BAYOU MOBIL OIL MAST       APPROX.10.7 KM 2683154.8 |
 AV0856|---------------------------------------------------------------------|
 AV0856
 AV0856                          SUPERSEDED SURVEY CONTROL
 AV0856
 AV0856  NAD 83(1986)-  29 45 55.88144(N)    093 31 50.17683(W) AD(       ) 2
 AV0856  NAD 27      -  29 45 55.07060(N)    093 31 49.61720(W) AD(       ) 2
 AV0856  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AV0856
 AV0856.Superseded values are not recommended for survey control.
 AV0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0856.See file dsdata.txt to determine how the superseded data were derived.
 AV0856
 AV0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN4870492921(NAD 83)
 AV0856_MARKER: DS = TRIANGULATION STATION DISK
 AV0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0856
 AV0856  HISTORY     - Date     Condition        Report By
 AV0856  HISTORY     - 1963     MONUMENTED       CGS
 AV0856  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0856
 AV0856                          STATION DESCRIPTION
 AV0856
 AV0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0856'THE STATION IS LOCATED ABOUT 10 MILES EAST OF JOHNSONS BAYOU
 AV0856'SCHOOL, ABOUT 4-1/2 MILES WEST OF HOLLY BEACH, ON THE NORTH
 AV0856'SIDE OF STATE HIGHWAY 82 IN AN OFFSET IN THE FENCE LINE,
 AV0856'ON PROPERTY OWNED BY MRS. MATILDA GRAY.
 AV0856'
 AV0856'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AV0856'27 AND 82 IN THE WEST EDGE OF HOLLY BEACH, GO WEST ON STATE
 AV0856'HIGHWAY 82 FOR 4.1 MILES TO POWER POLE NO. 94 ON THE LEFT
 AV0856'AN REFERENCE MARK, AND STATION ON THE RIGHT.
 AV0856'
 AV0856'STATION MARK, IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 AV0856'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 AV0856'SURFACE OF THE GROUND AND STAMPED ROLLER 1963.  THE MARK IS
 AV0856'3 FEET EAST-SOUTHEAST OF THE WITNESS POST, 8 FEET SOUTH OF
 AV0856'FENCE, 51 FEET NORTHEAST OF FENCE CORNER AND RIGHT-OF-WAY
 AV0856'MARKER, 61 FEET SOUTHEAST OF A TELEPHONE POLE WITH SIGN AND
 AV0856'83 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82.
 AV0856'
 AV0856'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A 12
 AV0856'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE
 AV0856'THE SURFACE OF THE GROUND AND STAMPED ROLLER NO 1 1963.  THE
 AV0856'MARK IS 1 FOOT SOUTH OF FENCE, 53 FEET NORTH-NORTHEAST OF A
 AV0856'TELEPHONE POLE WITH SIGN, 84.5 FEET EAST OF THE WITNESS POST
 AV0856'AND 89 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82.
 AV0856'
 AV0856'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A 12
 AV0856'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES ABOVE
 AV0856'THE SURFACE OF THE GROUND AND STAMPED ROLLER NO 2 1963.  THE
 AV0856'MARK IS 2 FEET WEST OF POWER POLE NO. 94 AND 63 FEET SOUTH
 AV0856'OF THE CENTER OF STATE HIGHWAY 82.
 AV0856'
 AV0856'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 AV0856'ROUND CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES AND STAMPED
 AV0856'ROLLER 1963.  THE MARK IS 1.2 FEET EAST-NORTHEAST OF THE
 AV0856'WITNESS POST, 1.6 FEET SOUTH OF FENCE, 2.6 FEET SOUTHEAST OF
 AV0856'A TELEPHONE POLE WITH SIGN AND 29.6 FEET NORTH OF THE CENTER
 AV0856'OF STATE HIGHWAY 82.
 AV0856'
 AV0856'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.35
 AV0856'MILE TO POWER POLE NO. 101 ON LEFT AND AZIMUTH MARK ON RIGHT.
 AV0856'
 AV0856'HEIGHT OF LIGHT ABOVE STATION MARK 25.86 METERS.
 AV0856
 AV0856                          STATION RECOVERY (1988)
 AV0856
 AV0856'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2813 ***********************************************************************
 BK2813  DESIGNATION -  ROLLER CANAL PUMPING STA STACK
 BK2813  PID         -  BK2813
 BK2813  STATE/COUNTY-  LA/ACADIA
 BK2813  USGS QUAD   -  CROWLEY WEST (1987)
 BK2813
 BK2813                         *CURRENT SURVEY CONTROL
 BK2813  ___________________________________________________________________
 BK2813* NAD 83(1992)-  30 12 40.51711(N)    092 24 44.27824(W)     ADJUSTED  
 BK2813* NAVD 88     -                                                        
 BK2813  **This station is located in a subsidence area (see below).
 BK2813  ___________________________________________________________________
 BK2813  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK2813  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2813
 BK2813  HORZ ORDER  -  THIRD
 BK2813
 BK2813.The horizontal coordinates were established by classical geodetic methods
 BK2813.and adjusted by the National Geodetic Survey in January 1993..
 BK2813
 BK2813 ** The orthometric height has not been validated since last determined
 BK2813 ** by differential leveling and should not be used for control purposes.
 BK2813 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2813 ** area with valid NAVD 88 orthometric heights.
 BK2813 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2813 ** epoch indicated which incorporates improved geoid heights for the
 BK2813 ** Southern Louisiana Subsidence area.
 BK2813 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2813
 BK2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2813
 BK2813.The geoid height was determined by GEOID03.
 BK2813
 BK2813;                    North         East     Units Scale Factor Converg.
 BK2813;SPC LA S     -   190,172.258   896,124.325   MT  0.99993246   -0 32 22.2
 BK2813;SPC LA S     -   623,923.48  2,940,034.56   sFT  0.99993246   -0 32 22.2
 BK2813;UTM  15      - 3,342,340.440   556,562.405   MT  0.99963947   +0 17 44.6
 BK2813
 BK2813                          SUPERSEDED SURVEY CONTROL
 BK2813
 BK2813  NAD 83(1986)-  30 12 40.53653(N)    092 24 44.27231(W) AD(       ) 4
 BK2813  NAD 27      -  30 12 39.79793(N)    092 24 43.79277(W) AD(       ) 3
 BK2813
 BK2813.Superseded values are not recommended for survey control.
 BK2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2813.See file dsdata.txt to determine how the superseded data were derived.
 BK2813
 BK2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5656242340(NAD 83)
 BK2813_MARKER: 63 = STACK
 BK2813
 BK2813  HISTORY     - Date     Condition        Report By
 BK2813  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2813
 BK2813                          STATION DESCRIPTION
 BK2813
 BK2813'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0733 ***********************************************************************
 AV0733  DESIGNATION -  ROLLOVER
 AV0733  PID         -  AV0733
 AV0733  STATE/COUNTY-  LA/VERMILION
 AV0733  USGS QUAD   -  ROLLOVER LAKE (1979)
 AV0733
 AV0733                         *CURRENT SURVEY CONTROL
 AV0733  ___________________________________________________________________
 AV0733* NAD 83(1992)-  29 33 58.09114(N)    092 32 36.50551(W)     ADJUSTED  
 AV0733* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0733  **This station is located in a subsidence area (see below).
 AV0733  ___________________________________________________________________
 AV0733  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AV0733  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AV0733
 AV0733  HORZ ORDER  -  SECOND
 AV0733
 AV0733.The horizontal coordinates were established by classical geodetic methods
 AV0733.and adjusted by the National Geodetic Survey in January 1993..
 AV0733
 AV0733 ** The orthometric height has not been validated since last determined
 AV0733 ** by differential leveling and should not be used for control purposes.
 AV0733 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0733 ** area with valid NAVD 88 orthometric heights.
 AV0733 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0733 ** epoch indicated which incorporates improved geoid heights for the
 AV0733 ** Southern Louisiana Subsidence area.
 AV0733 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0733.The orthometric height was scaled from a topographic map.
 AV0733
 AV0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0733
 AV0733.The geoid height was determined by GEOID03.
 AV0733
 AV0733;                    North         East     Units Scale Factor Converg.
 AV0733;SPC LA S     -   118,795.445   882,741.035   MT  0.99995434   -0 36 18.3
 AV0733;SPC LA S     -   389,748.06  2,896,126.21   sFT  0.99995434   -0 36 18.3
 AV0733;UTM  15      - 3,270,798.266   544,221.408   MT  0.99962413   +0 13 31.0
 AV0733
 AV0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0733!SPC LA S     -   1.00000402  x   0.99995434  =   0.99995836
 AV0733!UTM  15      -   1.00000402  x   0.99962413  =   0.99962814
 AV0733
 AV0733|---------------------------------------------------------------------|
 AV0733| PID    Reference Object                     Distance      Geod. Az  |
 AV0733|                                                           dddmmss.s |
 AV0733| CV9354 ROLLOVER RM 1                        12.775 METERS 14029     |
 AV0733| CV9355 ROLLOVER RM 2                        15.030 METERS 24402     |
 AV0733| CV9353 ROLLOVER AZ MK                                     2741720.8 |
 AV0733|---------------------------------------------------------------------|
 AV0733
 AV0733                          SUPERSEDED SURVEY CONTROL
 AV0733
 AV0733  NAD 83(1986)-  29 33 58.11022(N)    092 32 36.48428(W) AD(       ) 2
 AV0733  NAD 27      -  29 33 57.30600(N)    092 32 35.98100(W) AD(       ) 2
 AV0733
 AV0733.Superseded values are not recommended for survey control.
 AV0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0733.See file dsdata.txt to determine how the superseded data were derived.
 AV0733
 AV0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4422170798(NAD 83)
 AV0733_MARKER: DS = TRIANGULATION STATION DISK
 AV0733_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0733
 AV0733  HISTORY     - Date     Condition        Report By
 AV0733  HISTORY     - 1933     MONUMENTED       CGS
 AV0733  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0733  HISTORY     - 1979     MARK NOT FOUND   NGS
 AV0733
 AV0733                          STATION DESCRIPTION
 AV0733
 AV0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0733'LOCATED ON THE GULF COAST ABOUT 0.2 MILE W OF ROLLOVER BAYOU,
 AV0733'ON THE INSHORE SIDE OF A STRIP OF SHELL THROWN UP BY THE
 AV0733'GULF, AND 28 METERS FROM THE HIGH-WATER LINE.  THE SHORE
 AV0733'LINE IN THIS VICINITY IS RECEDING SLOWLY.
 AV0733'
 AV0733'STATION MARK IS STANDARD DISK SET IN 5-INCH BY 5-FOOT IRON
 AV0733'OIL PIPE FILLED WITH CONCRETE EXTENDING 1 FOOT ABOVE THE
 AV0733'GROUND AND RESTING ON A 2 BY 4 STAKE.
 AV0733'
 AV0733'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AV0733'
 AV0733'AZIMUTH MARK IS SIMILAR TO CENTER MARK EXCEPT THAT A BRASS
 AV0733'SCREW WITH SLOT TOWARD STATION IS SET IN CENTER OF PIPE.
 AV0733'LOCATED ABOUT 0.2 MILE TO WESTWARD ON BEACH.
 AV0733'
 AV0733'REFERENCE MARK NO. 1 IS ON CREST OF BEACH TO SE AND IS CAST
 AV0733'AROUND A 2 BY 4 STAKE.  REFERENCE MARK NO. 2 IS SIMILAR
 AV0733'TO REFERENCE MARK NO. 1 TO SW.
 AV0733'
 AV0733'A 20-FOOT SIGNAL WAS ERECTED OVER MARK WHICH IS OF SUFFICIENT
 AV0733'HEIGHT TO SEE ALL STATIONS.
 AV0733
 AV0733                          STATION RECOVERY (1948)
 AV0733
 AV0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0733'NOT RECOVERED.  TWO MEN MADE A THOROUGH 2-HOUR SEARCH IN
 AV0733'THE VICINITY WITHOUT RECOVERING ANY OF THE MARKS.  IT IS
 AV0733'BELIEVED THAT THE MARKS HAVE BEEN DESTROYED BY THE RECEDING
 AV0733'SHORELINE.
 AV0733
 AV0733                          STATION RECOVERY (1979)
 AV0733
 AV0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0733'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 AV0733'WERE NOT RECOVERED.  THE 1948 RECOVERY NOTE REPORTED THE STATION
 AV0733'WAS PROBABLY LOST TO EROSION.  ROLLOVER 2 1979 WAS
 AV0733'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0909 ***********************************************************************
 BX0909  DESIGNATION -  ROMA BOLT
 BX0909  PID         -  BX0909
 BX0909  STATE/COUNTY-  LA/RAPIDES
 BX0909  USGS QUAD   -  ALEXANDRIA (1992)
 BX0909
 BX0909                         *CURRENT SURVEY CONTROL
 BX0909  ___________________________________________________________________
 BX0909* NAD 83(1986)-  31 17 37.     (N)    092 25 12.     (W)     SCALED    
 BX0909* NAVD 88     -        22.42   (+/-2cm)      73.6    (feet)  VERTCON   
 BX0909  ___________________________________________________________________
 BX0909  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX0909
 BX0909  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0909
 BX0909.The horizontal coordinates were scaled from a topographic map and have
 BX0909.an estimated accuracy of +/- 6 seconds.
 BX0909
 BX0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0909.The vertical order pertains to the NGVD 29 superseded value.
 BX0909
 BX0909.The geoid height was determined by GEOID03.
 BX0909
 BX0909;                    North         East    Units  Estimated Accuracy
 BX0909;SPC LA N     -    88,000.    1,007,620.      MT  (+/- 180 meters Scaled)
 BX0909
 BX0909                          SUPERSEDED SURVEY CONTROL
 BX0909
 BX0909  NGVD 29 (??/??/??)   22.407  (m)           73.51   (f) ADJUSTED    1 2
 BX0909
 BX0909.Superseded values are not recommended for survey control.
 BX0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0909.See file dsdata.txt to determine how the superseded data were derived.
 BX0909
 BX0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ552622(NAD 83)
 BX0909_MARKER: B = BOLT
 BX0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0909_SP_SET: SLAB
 BX0909_STAMPING: ROMA 1930
 BX0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0909
 BX0909  HISTORY     - Date     Condition        Report By
 BX0909  HISTORY     - 1930     MONUMENTED       DOD
 BX0909  HISTORY     - 1966     GOOD             CGS
 BX0909
 BX0909                          STATION DESCRIPTION
 BX0909
 BX0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0909'1.9 MI SE FROM ALEXANDRIA.
 BX0909'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BX0909'ALEXANDRIA, IN SECTION 3, T 4 N, R 1 W, 148 FEET SOUTHWEST OF THE
 BX0909'CENTER LINE OF THE HIGHWAY, 126 FEET WEST OF AND ACROSS STATE ROAD
 BX0909'12081 FROM THE WEST CORNER OF A CONOCO SERVICE STATION, 28 FEET
 BX0909'NORTHWEST OF THE CENTER LINE OF THE STATE ROAD WHICH IS ALSO WILLOW
 BX0909'GLENN ROAD, 11 FEET NORTHEAST OF A POWER POLE BEARING 3 TRANSFORMERS,
 BX0909'8 1/2 FEET SOUTH OF THE EAST PIPE FENCE CORNER POST IN A WIRE MESH
 BX0909'FENCE, 5 FEET SOUTHEAST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF
 BX0909'THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3
 BX0909'FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH IRON
 BX0909'PIPE BEARING A BRASS CAP AND PROJECTING 2 FEET.  NOTE-- BOLT IN GOOD
 BX0909'CONDITION.  ACCESS PIPE AND CAP HAVE BEEN DISTURBED.  ACCESS PIPE WAS
 BX0909'FOUND LEANING OVER AT AN ANGLE AND WAS STRAIGHTENED UP SO THAT BOTTOM
 BX0909'BOLT COULD BE REACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0910 ***********************************************************************
 BX0910  DESIGNATION -  ROMA CAP
 BX0910  PID         -  BX0910
 BX0910  STATE/COUNTY-  LA/RAPIDES
 BX0910  USGS QUAD   -  ALEXANDRIA (1992)
 BX0910
 BX0910                         *CURRENT SURVEY CONTROL
 BX0910  ___________________________________________________________________
 BX0910* NAD 83(1986)-  31 17 37.     (N)    092 25 12.     (W)     SCALED    
 BX0910* NAVD 88     -        23.65   (+/-2cm)      77.6    (feet)  VERTCON   
 BX0910  ___________________________________________________________________
 BX0910  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX0910
 BX0910  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0910
 BX0910.The horizontal coordinates were scaled from a topographic map and have
 BX0910.an estimated accuracy of +/- 6 seconds.
 BX0910
 BX0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0910.The vertical order pertains to the NGVD 29 superseded value.
 BX0910
 BX0910.The geoid height was determined by GEOID03.
 BX0910
 BX0910;                    North         East    Units  Estimated Accuracy
 BX0910;SPC LA N     -    88,000.    1,007,620.      MT  (+/- 180 meters Scaled)
 BX0910
 BX0910                          SUPERSEDED SURVEY CONTROL
 BX0910
 BX0910  NGVD 29 (??/??/??)   23.638  (m)           77.55   (f) ADJUSTED    1 2
 BX0910
 BX0910.Superseded values are not recommended for survey control.
 BX0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0910.See file dsdata.txt to determine how the superseded data were derived.
 BX0910
 BX0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ552622(NAD 83)
 BX0910_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0910_STAMPING: ROMA 1930
 BX0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0910
 BX0910  HISTORY     - Date     Condition        Report By
 BX0910  HISTORY     - 1930     MONUMENTED       DOD
 BX0910  HISTORY     - 1966     POOR             CGS
 BX0910  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0910
 BX0910                          STATION DESCRIPTION
 BX0910
 BX0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0910'1.9 MI SE FROM ALEXANDRIA.
 BX0910'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CITY HALL AT
 BX0910'ALEXANDRIA, IN SECTION 3, T 4 N, R 1 W, 148 FEET SOUTHWEST OF THE
 BX0910'CENTER LINE OF THE HIGHWAY, 126 FEET WEST OF AND ACROSS STATE ROAD
 BX0910'12081 FROM THE WEST CORNER OF A CONOCO SERVICE STATION, 28 FEET
 BX0910'NORTHWEST OF THE CENTER LINE OF THE STATE ROAD WHICH IS ALSO WILLOW
 BX0910'GLENN ROAD, 11 FEET NORTHEAST OF A POWER POLE BEARING 3 TRANSFORMERS,
 BX0910'8 1/2 FEET SOUTH OF THE EAST PIPE FENCE CORNER POST IN A WIRE MESH
 BX0910'FENCE, 5 FEET SOUTHEAST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF
 BX0910'THE HIGHWAY, A 5-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 2
 BX0910'FEET.  NOTE-- BOLT IN GOOD CONDITION.  ACCESS PIPE AND CAP HAVE BEEN
 BX0910'DISTURBED.  ACCESS PIPE WAS FOUND LEANING OVER AT AN ANGLE AND WAS
 BX0910'STRAIGHTENED UP SO THAT BOTTOM BOLT COULD BE REACHED.
 BX0910
 BX0910                          STATION RECOVERY (1977)
 BX0910
 BX0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0910'NOT RECOVERED, CONSTRUCTION HAS CLEANED AREA WHERE MARK WAS
 BX0910'LOCATED, NO SIGN OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4350 ***********************************************************************
 BJ4350  DESIGNATION -  ROME
 BJ4350  PID         -  BJ4350
 BJ4350  STATE/COUNTY-  LA/LIVINGSTON
 BJ4350  USGS QUAD   -  KILLIAN (1980)
 BJ4350
 BJ4350                         *CURRENT SURVEY CONTROL
 BJ4350  ___________________________________________________________________
 BJ4350* NAD 83(1992)-  30 22 15.19837(N)    090 33 07.77273(W)     ADJUSTED  
 BJ4350* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 BJ4350  ___________________________________________________________________
 BJ4350  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ4350  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ4350
 BJ4350  HORZ ORDER  -  SECOND
 BJ4350
 BJ4350.The horizontal coordinates were established by classical geodetic methods
 BJ4350.and adjusted by the National Geodetic Survey in January 1993..
 BJ4350
 BJ4350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4350
 BJ4350.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4350
 BJ4350.The geoid height was determined by GEOID03.
 BJ4350
 BJ4350;                    North         East     Units Scale Factor Converg.
 BJ4350;SPC LA S     -   207,634.635 1,075,086.148   MT  0.99994652   +0 23 26.1
 BJ4350;SPC LA S     -   681,214.63  3,527,178.47   sFT  0.99994652   +0 23 26.1
 BJ4350;UTM  15      - 3,362,425.591   735,240.983   MT  1.00028275   +1 14 17.5
 BJ4350
 BJ4350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4350!SPC LA S     -   1.00000353  x   0.99994652  =   0.99995005
 BJ4350!UTM  15      -   1.00000353  x   1.00028275  =   1.00028628
 BJ4350
 BJ4350:                Primary Azimuth Mark                     Grid Az
 BJ4350:SPC LA S     -  PONCHATOULA LA CYPRESS CO STK            059 00 02.2
 BJ4350:UTM  15      -  PONCHATOULA LA CYPRESS CO STK            058 09 10.8
 BJ4350
 BJ4350|---------------------------------------------------------------------|
 BJ4350| PID    Reference Object                     Distance      Geod. Az  |
 BJ4350|                                                           dddmmss.s |
 BJ4350| BJ4335 PONCHATOULA LA CYPRESS CO STK       APPROX.12.0 KM 0592328.3 |
 BJ4350| BJ4336 PONCHATOULA LA CYPRESS CO TANK      APPROX.11.9 KM 0595209.4 |
 BJ4350| CW2276 ROME RM 1                            32.166 METERS 09118     |
 BJ4350| BJ4353 ROME RM 3                            16.120 METERS 21157     |
 BJ4350| CW2277 ROME RM 2                            34.564 METERS 21656     |
 BJ4350| CW2275 ROME AZ MK                                         2461017.9 |
 BJ4350| CW2278 ROME RM 4                                          2470823.9 |
 BJ4350|---------------------------------------------------------------------|
 BJ4350
 BJ4350                          SUPERSEDED SURVEY CONTROL
 BJ4350
 BJ4350  NAD 83(1986)-  30 22 15.21459(N)    090 33 07.77131(W) AD(       ) 2
 BJ4350  NAD 27      -  30 22 14.51599(N)    090 33 07.44849(W) AD(       ) 2
 BJ4350  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 BJ4350
 BJ4350.Superseded values are not recommended for survey control.
 BJ4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4350.See file dsdata.txt to determine how the superseded data were derived.
 BJ4350
 BJ4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3524162426(NAD 83)
 BJ4350_MARKER: DS = TRIANGULATION STATION DISK
 BJ4350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4350
 BJ4350  HISTORY     - Date     Condition        Report By
 BJ4350  HISTORY     - 1939     MONUMENTED       CGS
 BJ4350  HISTORY     - 1955     GOOD             CGS
 BJ4350  HISTORY     - 1956     GOOD             LOCENG
 BJ4350  HISTORY     - 1973     GOOD             NGS
 BJ4350
 BJ4350                          STATION DESCRIPTION
 BJ4350
 BJ4350'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4350'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES S OF SPRINGFIELD
 BJ4350'AND 0.35 MILE S OF THE ROME FERRY BRIDGE OVER THE TICKFAW
 BJ4350'RIVER.  IT IS ON A LONG TRIANGULAR GRASSY PLOT, IN THE N.E.
 BJ4350'1/4 OF SECTION 12, T 8 S, R 6 E.  ON LOUISIANA STATE HIGHWAY
 BJ4350'PROPERTY.  68 FEET SE OF THE CENTER LINE OF LOUISIANA STATE
 BJ4350'HIGHWAY 160.  AND 88 FEET SW OF AN E AND W ROAD.  THE MARK,
 BJ4350'IS FLUSH WITH THE SURFACE OF THE GROUND, AND IS
 BJ4350'STAMPED ROME 1939.
 BJ4350'
 BJ4350'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4350'BRONZE DISKS SET IN CONCRETE.
 BJ4350'
 BJ4350'REFERENCE MARK NO. 1 IS LOCATED 32.170 METERS, (105.54 FEET),
 BJ4350'SE OF THE STATION.  41 FEET S OF THE CENTER LINE OF AN E AND
 BJ4350'W ROAD.  THE MARK, PROJECTS 4 INCHES ABOVE THE
 BJ4350'GROUND, AND IS STAMPED ROME NO. 1 1939.
 BJ4350'
 BJ4350'REFERENCE MARK NO. 2 IS LOCATED 34.558 METERS, (113.38 FEET),
 BJ4350'SW OF THE STATION.  87 FEET SE OF HIGHWAY 160.  THE MARK,
 BJ4350'PROJECTS 4 INCHES ABOVE THE GROUND, AND IS STAMPED
 BJ4350'ROME NO. 2 1939.
 BJ4350'
 BJ4350'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SW OF THE STATION,
 BJ4350'AND 20 FEET S OF THE CENTER LINE OF HIGHWAY 160.  TO REACH
 BJ4350'THE MARK FROM THE STATION, DRIVE SW ON HIGHWAY 160 FOR 0.35
 BJ4350'MILE TO THE MARK ON THE LEFT (S) SIDE OF THE ROAD.  THE MARK,
 BJ4350'PROJECTS 4 INCHES ABOVE THE GROUND, AND IS STAMPED
 BJ4350'ROME 1939.
 BJ4350'
 BJ4350'THE DISTANCE WAS MEASURED AND THE DIRECTION OBSERVED TO A
 BJ4350'MARK LOCATED 37.420 METERS, (122.77 FEET), SE OF THE STATION,
 BJ4350'AND 32 FEET S OF THE CENTER LINE OF AN E AND W ROAD.  THE MARK
 BJ4350'IS A ROUND CONCRETE POST 6 INCHES IN DIAMETER.  PROJECTS
 BJ4350'2 INCHES ABOVE GROUND.  HAS A HALF-INCH ROUND PIECE OF STEEL
 BJ4350'PROTRUDING 1/2 INCH IN THE CENTER, MARKED WITH A CROSS, AND
 BJ4350'A STEEL PLATE 1/2- BY 2-INCH STAMPED B1154 ALSO SET IN THE
 BJ4350'CONCRETE POST.  THIS IS PROBABLY A PARISH ENGINEERS MARK.
 BJ4350'
 BJ4350'TO REACH THE STATION FROM THE MAIN, PAVED, CROSSROADS IN SPRINGFIELD
 BJ4350'(LOUISIANA STATE HIGHWAYS 120 AND 160).  GO S ON LOUISIANA
 BJ4350'STATE HIGHWAY 160 FOR 0.35 MILE TO A FORK AND THE END OF THE
 BJ4350'PAVEMENT.  TURN RIGHT AND GO W AND S ON HIGHWAY 160 FOR 3.6
 BJ4350'MILES TO THE N END OF THE ROME FERRY BRIDGE OVER TICKFAW RIVER.
 BJ4350'CROSS THE BRIDGE AND CONTINUE S FOR 0.4 MILE TO A GRADED
 BJ4350'DIRT SIDE ROAD TO THE LEFT, (E) AND THE STATION SE OF THE
 BJ4350'INTERSECTION.
 BJ4350'
 BJ4350'ALL THE MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS,
 BJ4350'PROJECTING 2 FEET ABOVE THE GROUND.
 BJ4350'
 BJ4350'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT BREED.
 BJ4350'
 BJ4350'A 90-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT PONCHATOULA.
 BJ4350'
 BJ4350'A 103-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT SHARP.
 BJ4350'
 BJ4350'A 116-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT GALVA.
 BJ4350'
 BJ4350'HEIGHT OF LIGHT ABOVE STATION MARK - 40 METERS.
 BJ4350
 BJ4350                          STATION RECOVERY (1955)
 BJ4350
 BJ4350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4350'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4350'CONDITION EXCEPT THE AZIMUTH MARK WHICH COULD NOT BE FOUND
 BJ4350'AT THIS DATE.  CONSTRUCTION WORK WAS DONE ALONG THE HIGHWAY
 BJ4350'NEAR WHICH THIS MARK WAS SET.  IT IS BELIEVED TO HAVE BEEN
 BJ4350'DESTROYED DURING CONSTRUCTION.  THE DESCRIPTION FOR THE
 BJ4350'STATION IS ADEQUATE.
 BJ4350
 BJ4350                          STATION RECOVERY (1956)
 BJ4350
 BJ4350'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ4350'STATION RECOVERED BY JACK AMMANN ENGINEERS.
 BJ4350'
 BJ4350'STATION WAS RECOVERED AS DESCRIBED.
 BJ4350
 BJ4350                          STATION RECOVERY (1973)
 BJ4350
 BJ4350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4350'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND
 BJ4350'FOUND IN GOOD CONDITION.  A CHECK WAS MADE FOR DISTANCE AND
 BJ4350'DIRECTION TO THE REFERENCE MARKS, THEY WERE FOUND ADEQUATE.
 BJ4350'THE STATION MARK IS NOW NEAR A POWER LINE.  A REFERENCE MARK
 BJ4350'3 WAS ESTABLISHED AND THE TOWER CONSTRUCED AND OCCUPIED
 BJ4350'AT THIS TIME.  REFERENCE MARK 4 WAS ESTABLISHED AND USED
 BJ4350'AS AN AZIMUTH MARK.
 BJ4350'
 BJ4350'REFERENCE MARK 3, THE SURFACE MARK, A STANDARD DISK STAMPED
 BJ4350'ROME NO 3 1939 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BJ4350'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 BJ4350'SURFACE.  IT IS 80 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 BJ4350'HIGHWAY 22, 31 FEET NORTH-NORTHWEST OF A 20 INCH PINE TREE,
 BJ4350'10 FEET NORTHEAST OF THE CORNER OF FRAME HOUSE AND 7 FEET
 BJ4350'SOUTH-SOUTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4350'THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ4350'ROME NO 3 1939 1973 THAT IS SET IN THE TOP OF AN IRREGULAR
 BJ4350'MASS OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 BJ4350'
 BJ4350'REFERENCE MARK 4 (AZIMUTH MARK), A STANDARD DISK STAMPED
 BJ4350'ROME NO 4 1939 1973, IS CEMENTED IN DRILL HOLE IN THE TOP
 BJ4350'OF A CULVERT HEAD WALL.  IT IS 20.8 FEET NORTH-NORTHEAST
 BJ4350'OF A POWER LINE POLE NUMBER A 173, 19 FEET SOUTH-SOUTHEAST OF THE
 BJ4350'CENTERLINE OF STATE HIGHWAY 22 AND 5.8 FEET NORTHWEST OF A METAL
 BJ4350'WITNESS POST WITH SIGN ATTACHED.
 BJ4350'
 BJ4350'FOR A MORE DETAIL DESCRIPTION SEE ROME NO 3 1939 1973.
 BJ4350'
 BJ4350'HEIGHT OF LIGHT ABOVE STATION MARK 126 FEET.
 BJ4350'
 BJ4350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BJ4350'SOUTH OF SPRINGFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4353 ***********************************************************************
 BJ4353  DESIGNATION -  ROME RM 3
 BJ4353  PID         -  BJ4353
 BJ4353  STATE/COUNTY-  LA/LIVINGSTON
 BJ4353  USGS QUAD   -  KILLIAN (1980)
 BJ4353
 BJ4353                         *CURRENT SURVEY CONTROL
 BJ4353  ___________________________________________________________________
 BJ4353* NAD 83(1992)-  30 22 14.75417(N)    090 33 08.09216(W)     ADJUSTED  
 BJ4353* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 BJ4353  ___________________________________________________________________
 BJ4353  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ4353  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ4353
 BJ4353  HORZ ORDER  -  FIRST
 BJ4353
 BJ4353.The horizontal coordinates were established by classical geodetic methods
 BJ4353.and adjusted by the National Geodetic Survey in January 1993..
 BJ4353
 BJ4353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4353
 BJ4353.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4353
 BJ4353.The geoid height was determined by GEOID03.
 BJ4353
 BJ4353;                    North         East     Units Scale Factor Converg.
 BJ4353;SPC LA S     -   207,620.899 1,075,077.712   MT  0.99994651   +0 23 26.0
 BJ4353;SPC LA S     -   681,169.57  3,527,150.79   sFT  0.99994651   +0 23 26.0
 BJ4353;UTM  15      - 3,362,411.727   735,232.749   MT  1.00028270   +1 14 17.3
 BJ4353
 BJ4353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4353!SPC LA S     -   1.00000351  x   0.99994651  =   0.99995002
 BJ4353!UTM  15      -   1.00000351  x   1.00028270  =   1.00028621
 BJ4353
 BJ4353|---------------------------------------------------------------------|
 BJ4353| PID    Reference Object                     Distance      Geod. Az  |
 BJ4353|                                                           dddmmss.s |
 BJ4353| BJ4350 ROME                                 16.120 METERS 03157     |
 BJ4353| CW2276 ROME RM 1                            42.700 METERS 07220     |
 BJ4353| CW2277 ROME RM 2                            18.631 METERS 22115     |
 BJ4353| CW2278 ROME RM 4                                          2474014.9 |
 BJ4353|---------------------------------------------------------------------|
 BJ4353
 BJ4353                          SUPERSEDED SURVEY CONTROL
 BJ4353
 BJ4353  NAD 83(1986)-  30 22 14.77053(N)    090 33 08.09063(W) AD(       ) 1
 BJ4353  NAD 27      -  30 22 14.07178(N)    090 33 07.76791(W) AD(       ) 1
 BJ4353  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG       
 BJ4353
 BJ4353.Superseded values are not recommended for survey control.
 BJ4353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4353.See file dsdata.txt to determine how the superseded data were derived.
 BJ4353
 BJ4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3523362412(NAD 83)
 BJ4353_MARKER: DR = REFERENCE MARK DISK
 BJ4353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4353
 BJ4353  HISTORY     - Date     Condition        Report By
 BJ4353  HISTORY     - 1973     MONUMENTED       NGS
 BJ4353
 BJ4353                          STATION DESCRIPTION
 BJ4353
 BJ4353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4353'NO MEASUREMENT BETWEEN RM 1 TO RM 2 DUE TO TREES AND UNDERBRUSH ON
 BJ4353'LINE.
 BJ4353'
 BJ4353'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF DENSON, 9 MILES
 BJ4353'SOUTHEAST OF SPRINGVILLE, 8 MILES SOUTHWEST OF PONCHATOULA AND 4
 BJ4353'MILES SOUTH OF SPRINGFIELD.  IT IS IN A GRASS WOODED AREA THAT IS
 BJ4353'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 22 AND SOUTH-SOUTHWEST
 BJ4353'OF THE APPROXIMATE CENTER OF A PAVED ROAD.  IT IS IN THE
 BJ4353'NORTHEAST 1/4 OF SECTION 12, T 8 S, R 6 E.  THE PROPERTY IS OWNED
 BJ4353'BY PONDER AND PONDER, ATTORNEYS AT LAW, POST OFFICE BOX 217, AMITE,
 BJ4353'LOUISIANA.  PHONE NUMBER 748-7324.
 BJ4353'
 BJ4353'TO REACH THE STATION FROM THE SPRINGFIELD POST OFFICE AND THE
 BJ4353'JUNCTION OF STATE HIGHWAYS 22 AND 42, GO SOUTHERLY ON STATE HIGHWAY
 BJ4353'22 FOR 3.9 MILES TO THE CENTER OF THE BRIDGE OVER THE TICKFAW RIVER,
 BJ4353'CONTINUE SOUTHERLY ON STATE HIGHWAY 22 FOR 0.35 MILE TO THE
 BJ4353'STATION ON THE LEFT, SOUTHEAST SIDE OF ROAD.  CONTINUE SOUTHERLY
 BJ4353'ON STATE HIGHWAY 22 FOR 0.6 MILE TO REFERENCE 4 (AZIMUTH MARK), ON
 BJ4353'THE LEFT SOUTH-SOUTHEAST SIDE OF ROAD.
 BJ4353'
 BJ4353'THE STATION IS MARKED BY A STANDARD REFERENCE MARK DISKS THE DISKS
 BJ4353'STAMPED ROME NO 3 1939 1973.  THE SURFACE DISK IS SET IN THE TOP OF
 BJ4353'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 BJ4353'ABOVE THE GROUND SURFACE.  IT IS 80 FEET SOUTHEAST OF THE
 BJ4353'CENTERLINE OF STATE HIGHWAY 22, 31 FEET NORTH-NORTHWEST OF A 20
 BJ4353'INCH PINE TREE, 10 FEET NORTHEAST OF THE CORNER OF FRAME HOUSE AND
 BJ4353'7 FEET SOUTH-SOUTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.  THE
 BJ4353'UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK STAMPED ROME NO
 BJ4353'3 1939 1973 THAT IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BJ4353'THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 BJ4353'
 BJ4353'ROME 1939, ARE STANDARD STATION MARK DISKS STAMPED ROME 1939.  THE
 BJ4353'SURFACE DISK IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT
 BJ4353'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET
 BJ4353'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 22, 67 FEET NORTHWEST
 BJ4353'OF A POWER LINE POLE, 62 FEET SOUTH OF A POWER LINE POLE, 14.5
 BJ4353'FEET EAST OF AN 18 INCH PINE TREE AND 12 FEET WEST-NORTHWEST OF A
 BJ4353'24 INCH PINE TREE.  THE UNDERGROUND MARK IS A STANDARD STATION DISK
 BJ4353'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES
 BJ4353'BELOW THE GROUND SURFACE.
 BJ4353'
 BJ4353'REFERENCE MARK 1, A STANDARD DISK STAMPED ROME NO 1 1939, IS SET IN
 BJ4353'THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BJ4353'ABOVE THE GROUND SURFACE.  IT IS 44 FEET SOUTH-SOUTHWEST OF THE
 BJ4353'APPROXIMATE CENTER OF PAVED ROAD, 41 FEET WEST OF A POWER LINE POLE.
 BJ4353'38 FEET EAST-NORTHEAST OF A POWER LINE POLE NUMBER 184.
 BJ4353'
 BJ4353'REFERENCE MARK 2, A STANDARD DISK STAMPED ROME NO 2 1939, IS SET
 BJ4353'IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BJ4353'ABOVE THE GROUND SURFACE.  IT IS 87 FEET SOUTH-SOUTHEAST OF THE
 BJ4353'APPROXIMATE CENTER OF STATE HIGHWAY 22, 45.5 FEET NORTHEAST OF THE
 BJ4353'NORTHEAST CORNER OF FRAME HOUSE AND 5.4 FEET WEST-SOUTHWEST OF A
 BJ4353'12 INCH PINE TREE.
 BJ4353'
 BJ4353'REFERENCE MARK 4 (AZIMUTH MARK), A STANDARD DISK STAMPED ROME NO 4
 BJ4353'1939 1973, IS CEMENTED IN DRILL HOLE IN THE TOP OF A CULVERT HEAD
 BJ4353'WALL.  IT IS 20.8 FEET NORTH-NORTHEAST OF A POWER LINE POLE NUMBER
 BJ4353'A 173, 19 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 BJ4353'22 AND 5.8 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 BJ4353'ATTACHED.
 BJ4353'
 BJ4353'HEIGHT OF LIGHT ABOVE STATION MARK 38.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2756 ***********************************************************************
 AU2756  DESIGNATION -  RONALD
 AU2756  PID         -  AU2756
 AU2756  STATE/COUNTY-  LA/JEFFERSON
 AU2756  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2756
 AU2756                         *CURRENT SURVEY CONTROL
 AU2756  ___________________________________________________________________
 AU2756* NAD 83(1992)-  29 50 15.68847(N)    090 03 24.05018(W)     ADJUSTED  
 AU2756* NAVD 88     -         0.5  **(meters)       2.   **(feet)  VERTCON   
 AU2756  **This station is located in a subsidence area (see below).
 AU2756  ___________________________________________________________________
 AU2756  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2756  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU2756
 AU2756  HORZ ORDER  -  FIRST
 AU2756
 AU2756.The horizontal coordinates were established by classical geodetic methods
 AU2756.and adjusted by the National Geodetic Survey in January 1993..
 AU2756
 AU2756 ** The orthometric height has not been validated since last determined
 AU2756 ** by differential leveling and should not be used for control purposes.
 AU2756 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2756 ** area with valid NAVD 88 orthometric heights.
 AU2756 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2756 ** epoch indicated which incorporates improved geoid heights for the
 AU2756 ** Southern Louisiana Subsidence area.
 AU2756 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2756
 AU2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2756
 AU2756.The geoid height was determined by GEOID03.
 AU2756
 AU2756;                    North         East     Units Scale Factor Converg.
 AU2756;SPC LA S     -   148,962.865 1,123,368.213   MT  0.99992978   +0 38 18.0
 AU2756;SPC LA S     -   488,722.33  3,685,583.88   sFT  0.99992978   +0 38 18.0
 AU2756;UTM  15      - 3,304,436.998   784,400.769   MT  1.00059808   +1 27 55.5
 AU2756;UTM  16      - 3,304,722.755   204,640.421   MT  1.00067649   -1 31 19.0
 AU2756
 AU2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2756!SPC LA S     -   1.00000396  x   0.99992978  =   0.99993374
 AU2756!UTM  15      -   1.00000396  x   1.00059808  =   1.00060204
 AU2756!UTM  16      -   1.00000396  x   1.00067649  =   1.00068045
 AU2756
 AU2756|---------------------------------------------------------------------|
 AU2756| PID    Reference Object                     Distance      Geod. Az  |
 AU2756|                                                           dddmmss.s |
 AU2756| DD8018 RONALD RM 1                          40.392 METERS 05534     |
 AU2756| DD8020 RONALD RM 3                                        0873318.1 |
 AU2756| DD8019 RONALD RM 2                          25.335 METERS 34617     |
 AU2756|---------------------------------------------------------------------|
 AU2756
 AU2756                          SUPERSEDED SURVEY CONTROL
 AU2756
 AU2756  NAD 83(1986)-  29 50 15.70303(N)    090 03 24.05101(W) AD(       ) 1
 AU2756  NAD 27      -  29 50 14.95690(N)    090 03 23.79278(W) AD(       ) 1
 AU2756  NGVD 29 (07/19/86)    0.6    (m)            2.     (f) VERT ANG       
 AU2756
 AU2756.Superseded values are not recommended for survey control.
 AU2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2756.See file dsdata.txt to determine how the superseded data were derived.
 AU2756
 AU2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8440104437(NAD 83)
 AU2756_MARKER: DS = TRIANGULATION STATION DISK
 AU2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2756
 AU2756  HISTORY     - Date     Condition        Report By
 AU2756  HISTORY     - 1972     MONUMENTED       NGS
 AU2756
 AU2756                          STATION DESCRIPTION
 AU2756
 AU2756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2756'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF GRETNA, 5 MILES
 AU2756'SOUTHEAST OF MARRERO, 4-1/2 MILES SOUTHEAST OF THE HARVEY TUNNEL AND
 AU2756'AT THE SOUTHEAST END OF THE HARVEY CANAL AND AT THE JEFFERSON
 AU2756'PARISH PUMPING STATION.  IT IS IN S 94, T 14 S, R 24 E.  IT IS ON
 AU2756'JEFFERSON PARISH PROPERTY.  PERMISSION WAS GRANTED TO BUILD THE
 AU2756'TOWER BY MR.  RONALD SAUCIER, PHONE NUMBER 341-3471.
 AU2756'
 AU2756'TO REACH THE STATION FROM HARVEY, FROM WHERE THE PETERS ROAD CROSSES
 AU2756'OVER THE HARVEY TUNNEL, GO SOUTHERLY ON PETERS ROAD FOR 2.0 MILES TO
 AU2756'WHERE PETERS ROAD PASSES UNDER A CONCRETE BRIDGE.  CONTINUE
 AU2756'SOUTHEASTERLY ON PETERS ROAD FOR 2.45 MILES TO A SHELL CROSS ROAD.
 AU2756'(CONTINUE EASTERLY ON PETERS ROAD FOR 0.1 MILE TO THE EAST END OF
 AU2756'A CONCRETE BRIDGE AND RM 3 (AZIMUTH MARK) AS DESCRIBED.) TURN
 AU2756'RIGHT AND GO SOUTHWESTERLY FOR 0.2 MILE ON A SHELL ROAD TO A SHELL
 AU2756'ROAD ON THE LEFT, TURN LEFT AND GO SOUTHERLY FOR ABOUT 100 FEET TO
 AU2756'A PUMPING STATION, STATION ON THE RIGHT.
 AU2756'
 AU2756'STATION MARKS ARE STANDARD DISKS STAMPED RONALD 1972.  THE SURFACE
 AU2756'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2756'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 115 FEET WEST-SOUTHWEST
 AU2756'OF A 20 INCH SOAPNUT TREE, 70 FEET SOUTH-SOUTHEAST OF AN 18 INCH
 AU2756'SOAPNUT TREE, 43 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 AU2756'PUMPING HOUSE AND 36 FEET EAST OF THE TOP OF LEVEE.  THE UNDERGROUND
 AU2756'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 AU2756'BELOW THE GROUND SURFACE.
 AU2756'
 AU2756'REFERENCE MARK 1, A STANDARD DISK STAMPED RONALD NO 1 1972, IS SET IN
 AU2756'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2756'WITH THE GROUND SURFACE.  IT IS 44 FEET WEST-SOUTHWEST OF AN UTILITY
 AU2756'POLE, 29 FEET NORTH OF A 20 INCH SOAPNUT TREE, 15 FEET
 AU2756'WEST-SOUTHWEST OF AN UTILITY POLE AND UNDER CABLE FENCE.
 AU2756'
 AU2756'REFERENCE MARK 2, A STANDARD DISK STAMPED RONALD NO 2 1972, IS SET
 AU2756'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2756'WITH THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE TOP OF LEVEE,
 AU2756'24 FEET SOUTH OF THE APPROXIMATE CENTER OF SHELL ROAD, 18 FEET
 AU2756'NORTHWEST OF AN 18 INCH SOAPNUT TREE AND 1.5 FEET SOUTH-SOUTHEAST OF
 AU2756'A TELEPHONE POLE.
 AU2756'
 AU2756'REFERENCE MARK 3, (AZIMUTH MARK) A STANDARD DISK STAMPED RONALD NO 3
 AU2756'1972, THAT IS CEMENTED IN A DRILLHOLE IN THE BRIDGE RAILING.  IT IS
 AU2756'27 FEET NORTHEAST OF AN UTILITY POLE, 17 FEET WEST-SOUTHWEST OF THE
 AU2756'CENTER OF BRIDGE AND 14.3 FEET NORTH-NORTHWEST OF THE SOUTHEAST
 AU2756'END OF BRIDGE RAILING.
 AU2756'
 AU2756'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6161 ***********************************************************************
 AH6161  DESIGNATION -  ROOSEVELT
 AH6161  PID         -  AH6161
 AH6161  STATE/COUNTY-  LA/TERREBONNE
 AH6161  USGS QUAD   -  MONTEGUT (1994)
 AH6161
 AH6161                         *CURRENT SURVEY CONTROL
 AH6161  ___________________________________________________________________
 AH6161* NAD 83(1992)-  29 26 36.11055(N)    090 35 38.76888(W)     ADJUSTED  
 AH6161* NAVD 88     -         0.6  **(meters)       2.   **(feet)  GPS OBS   
 AH6161  **This station is located in a subsidence area (see below).
 AH6161  ___________________________________________________________________
 AH6161  X           -     -57,638.682 (meters)                     COMP
 AH6161  Y           -  -5,558,527.406 (meters)                     COMP
 AH6161  Z           -   3,116,777.331 (meters)                     COMP
 AH6161  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6161  ELLIP HEIGHT-         -24.44  (meters)          (02/21/02) GPS OBS
 AH6161  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AH6161
 AH6161  HORZ ORDER  -  FIRST
 AH6161  ELLP ORDER  -  FIFTH     CLASS I
 AH6161
 AH6161.The horizontal coordinates were established by GPS observations
 AH6161.and adjusted by the National Geodetic Survey in December 1998..
 AH6161
 AH6161 ** The orthometric height has not been validated since last determined
 AH6161 ** by differential leveling and should not be used for control purposes.
 AH6161 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6161 ** area with valid NAVD 88 orthometric heights.
 AH6161 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6161 ** epoch indicated which incorporates improved geoid heights for the
 AH6161 ** Southern Louisiana Subsidence area.
 AH6161 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6161.The orthometric height was determined by GPS observations and a
 AH6161.high-resolution geoid model.
 AH6161
 AH6161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6161
 AH6161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6161
 AH6161.The ellipsoidal height was determined by GPS observations
 AH6161.and is referenced to NAD 83.
 AH6161
 AH6161.The geoid height was determined by GEOID03.
 AH6161
 AH6161;                    North         East     Units Scale Factor Converg.
 AH6161;SPC LA S     -   104,799.504 1,071,717.869   MT  0.99997275   +0 22 10.6
 AH6161;SPC LA S     -   343,829.71  3,516,127.71   sFT  0.99997275   +0 22 10.6
 AH6161;UTM  15      - 3,259,517.518   733,362.967   MT  1.00027201   +1 10 59.5
 AH6161
 AH6161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6161!SPC LA S     -   1.00000384  x   0.99997275  =   0.99997659
 AH6161!UTM  15      -   1.00000384  x   1.00027201  =   1.00027585
 AH6161
 AH6161                          SUPERSEDED SURVEY CONTROL
 AH6161
 AH6161  ELLIP H (12/17/98)  -24.42   (m)                       GP(       ) 4 2
 AH6161
 AH6161.Superseded values are not recommended for survey control.
 AH6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6161.See file dsdata.txt to determine how the superseded data were derived.
 AH6161
 AH6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3336359518(NAD 83)
 AH6161_MARKER: I = METAL ROD
 AH6161_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6161_STAMPING: ROOSEVELT
 AH6161_MARK LOGO: LA-109
 AH6161_PROJECTION: RECESSED 10 CENTIMETERS
 AH6161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6161+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6161_ROD/PIPE-DEPTH: 18.3 meters
 AH6161_SLEEVE-DEPTH  :  0.9 meters
 AH6161
 AH6161  HISTORY     - Date     Condition        Report By
 AH6161  HISTORY     - 1995     MONUMENTED       MPHI
 AH6161
 AH6161                          STATION DESCRIPTION
 AH6161
 AH6161'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6161'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6161'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6161'56 FOR 10.8 MI (17.4 KM) AND THE STATION IS ON THE LEFT.  THE STATION
 AH6161'IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 65.1
 AH6161'FT (19.8 M) NORTHEAST FROM THE PROJECTED CENTERLINE OF ROOSEVELT
 AH6161'STREET, 24.0 FT (7.3 M) SOUTHEAST FROM THE CENTERLINE OF HWY 56, 49.0
 AH6161'FT (14.9 M) SOUTH FROM THE EAST END OF THE CROSSING DRAIN UNDER HWY
 AH6161'56, 18.4 FT (5.6 M) WEST FROM THE WATERS EDGE OF BAYOU PETITE CAILLOU,
 AH6161'AND 49.7 FT (15.1 M) NORTHWEST FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2011 ***********************************************************************
 BK2011  DESIGNATION -  ROSA
 BK2011  PID         -  BK2011
 BK2011  STATE/COUNTY-  LA/ST LANDRY
 BK2011  USGS QUAD   -  MORROW (1972)
 BK2011
 BK2011                         *CURRENT SURVEY CONTROL
 BK2011  ___________________________________________________________________
 BK2011* NAD 83(1992)-  30 45 21.34570(N)    092 00 29.14025(W)     ADJUSTED  
 BK2011* NAVD 88     -        11.44   (+/-2cm)      37.5    (feet)  VERTCON   
 BK2011  ___________________________________________________________________
 BK2011  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK2011  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2011
 BK2011  HORZ ORDER  -  FIRST
 BK2011  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2011
 BK2011.The horizontal coordinates were established by classical geodetic methods
 BK2011.and adjusted by the National Geodetic Survey in January 1993..
 BK2011
 BK2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2011.The vertical order pertains to the NGVD 29 superseded value.
 BK2011
 BK2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2011
 BK2011.The geoid height was determined by GEOID03.
 BK2011
 BK2011;                    North         East     Units Scale Factor Converg.
 BK2011;SPC LA S     -   250,254.281   935,393.458   MT  1.00001237   -0 20 14.6
 BK2011;SPC LA S     -   821,042.59  3,068,870.04   sFT  1.00001237   -0 20 14.6
 BK2011;UTM  15      - 3,402,973.550   594,935.908   MT  0.99971118   +0 30 26.2
 BK2011
 BK2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2011!SPC LA S     -   1.00000248  x   1.00001237  =   1.00001485
 BK2011!UTM  15      -   1.00000248  x   0.99971118  =   0.99971366
 BK2011
 BK2011|---------------------------------------------------------------------|
 BK2011| PID    Reference Object                     Distance      Geod. Az  |
 BK2011|                                                           dddmmss.s |
 BK2011| BK2010 ROSA RM 1                            42.559 METERS 12617     |
 BK2011| BK2012 ROSA RM 2                            42.879 METERS 21019     |
 BK2011| BK2013 ROSA AZ MK                                         3144915.6 |
 BK2011|---------------------------------------------------------------------|
 BK2011
 BK2011                          SUPERSEDED SURVEY CONTROL
 BK2011
 BK2011  NAD 83(1986)-  30 45 21.36587(N)    092 00 29.13541(W) AD(       ) 1
 BK2011  NAD 27      -  30 45 20.66377(N)    092 00 28.71994(W) AD(       ) 1
 BK2011  NGVD 29 (??/??/??)   11.421  (m)           37.47   (f) ADJUSTED    2 2
 BK2011
 BK2011.Superseded values are not recommended for survey control.
 BK2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2011.See file dsdata.txt to determine how the superseded data were derived.
 BK2011
 BK2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ9493602974(NAD 83)
 BK2011_MARKER: DS = TRIANGULATION STATION DISK
 BK2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2011_SP_SET: CONCRETE POST
 BK2011_STAMPING: ROSA 1969
 BK2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2011+STABILITY: SURFACE MOTION
 BK2011
 BK2011  HISTORY     - Date     Condition        Report By
 BK2011  HISTORY     - 1969     MONUMENTED       CGS
 BK2011  HISTORY     - 1975     GOOD             LADTD
 BK2011
 BK2011                          STATION DESCRIPTION
 BK2011
 BK2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2011'THE STATION IS LOCATED IN THE SMALL SETTLEMENT OF ROSA, ABOUT
 BK2011'7 MILES SOUTHEAST OF MORROW, 6 MILES NORTH-NORTHWEST OF
 BK2011'PALMETTO AND 2-1/2 MILES NORTHWEST OF LEBEAU, ON RIGHT-OF-WAY
 BK2011'PROPERTY OF THE TEXAS AND PACIFIC RAILROAD.
 BK2011'
 BK2011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 BK2011'STATE HIGHWAY 10 IN LEBEAU, GO NORTHWEST ON U.S. HIGHWAY 71 FOR
 BK2011'2.3 MILES TO A SIDEROAD RIGHT.  CONTINUE AHEAD ON U.S. HIGHWAY
 BK2011'71 FOR 0.1 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO NORTHEAST
 BK2011'FOR ABOUT 50 FEET TO THE STATION.
 BK2011'
 BK2011'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 BK2011'HIGHWAY, TURN RIGHT AND GO NORTHWEST ON U.S. HIGHWAY 71 FOR 0.35
 BK2011'MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTHWEST, SIDE OF THE
 BK2011'HIGHWAY.
 BK2011'
 BK2011'STATION MARK IS A STANDARD DISK, STAMPED ROSA 1969, SET IN THE
 BK2011'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK2011'2 INCHES.  IT IS 76 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 BK2011'71, 58 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 BK2011'TRACKS, 47 FEET SOUTHEAST OF A SLIPPERY ELM TREE WITH A
 BK2011'TRIANGULAR BLAZE, 33 FEET NORTH OF A 10-INCH SYCAMORE TREE WITH
 BK2011'A TRIANGULAR BLAZE, AND 1.7 FEET WEST OF A METAL WITNESS POST
 BK2011'WITH A SIGN ATTACHED.
 BK2011'
 BK2011'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROSA NO 1 1969,
 BK2011'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2011'PROJECTS 2 INCHES.  IT IS 98 FEET NORTHEAST OF THE CENTER OF
 BK2011'U.S. HIGHWAY 71, 66.2 FEET SOUTHEAST OF TELEPHONE POLE WITH ESF
 BK2011'USJ ON IT, 59.5 FEET NORTHWEST OF A TELEPHONE POLE WITH STEPS,
 BK2011'AND 34.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD
 BK2011'TRACKS.
 BK2011'
 BK2011'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROSA NO 2 1969, SET
 BK2011'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2011'PROJECTS 1 INCH.  IT IS 59.5 FEET SOUTHWEST OF THE CENTER OF
 BK2011'U.S. HIGHWAY 71, 102 FEET SOUTHEAST OF POWER-LINE-POLE 102, 1
 BK2011'FOOT EAST OF A FENCE.
 BK2011'
 BK2011'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROSA 1969, SET IN A
 BK2011'DRILL HOLE IN THE SOUTH END OF CULVERT ABUTMENT.  IT IS 75 FEET
 BK2011'SOUTHEAST OF A DRIVEWAY, 66 FEET EAST-SOUTHEAST OF POWER-LINE-POLE
 BK2011'91, 22 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 71, AND 3.2
 BK2011'FEET NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BK2011'
 BK2011'HEIGHT OF LIGHT ABOVE STATION MARK 38.38 METERS.
 BK2011
 BK2011                          STATION RECOVERY (1975)
 BK2011
 BK2011'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2011'2.5 MI NW FROM LEBEAU.
 BK2011'FROM THE JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY 10 AT LEBEAU GO
 BK2011'HIGHWAY 71, 58 FT WEST OF THE WEST RAIL OF THE TEXAS AND PACIFIC
 BK2011'RAILROAD TRACK, 47 FT SE OF A 24 INCH HACKBERRY TREE, 33 FT NORTH OF A
 BK2011'10 INCH SYCAMORE TREE, 140 FT NW OF ROSA REF MARKER NO 1 1969.
 BK2011'ABOUT 2.5 MI NW ALONG US HIGHWAY 71, 76 FT NE OF THE CENTERLINE OF US
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2013 ***********************************************************************
 BK2013  DESIGNATION -  ROSA AZ MK
 BK2013  PID         -  BK2013
 BK2013  STATE/COUNTY-  LA/ST LANDRY
 BK2013  USGS QUAD   -  MORROW (1972)
 BK2013
 BK2013                         *CURRENT SURVEY CONTROL
 BK2013  ___________________________________________________________________
 BK2013* NAD 83(1986)-  30 45 49.     (N)    092 01 03.     (W)     SCALED    
 BK2013* NAVD 88     -        10.42   (+/-2cm)      34.2    (feet)  VERTCON   
 BK2013  ___________________________________________________________________
 BK2013  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2013
 BK2013  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2013
 BK2013.The horizontal coordinates were scaled from a topographic map and have
 BK2013.an estimated accuracy of +/- 6 seconds.
 BK2013
 BK2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2013.The vertical order pertains to the NGVD 29 superseded value.
 BK2013
 BK2013.The geoid height was determined by GEOID03.
 BK2013
 BK2013;                    North         East    Units  Estimated Accuracy
 BK2013;SPC LA S     -   251,110.      934,500.      MT  (+/- 180 meters Scaled)
 BK2013
 BK2013                          SUPERSEDED SURVEY CONTROL
 BK2013
 BK2013  NGVD 29 (??/??/??)   10.401  (m)           34.12   (f) ADJUSTED    2 2
 BK2013
 BK2013.Superseded values are not recommended for survey control.
 BK2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2013.See file dsdata.txt to determine how the superseded data were derived.
 BK2013
 BK2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ940038(NAD 83)
 BK2013_MARKER: DZ = AZIMUTH MARK DISK
 BK2013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK2013_SP_SET: STRUCTURE HEADWALL
 BK2013_STAMPING: ROSA AZIMUTH 1969
 BK2013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2013
 BK2013  HISTORY     - Date     Condition        Report By
 BK2013  HISTORY     - 1969     MONUMENTED       CGS
 BK2013  HISTORY     - 1975     GOOD             LADTD
 BK2013
 BK2013                          STATION DESCRIPTION
 BK2013
 BK2013'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2013'3.3 MI NW FROM LEBEAU.
 BK2013'FROM THE JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY 10 AT LEBEAU GO
 BK2013'ABOUT 3.3 MI NW ALONG US HIGHWAY 71, 22 FT WEST OF THE CENTERLINE OF
 BK2013'US HIGHWAY 71, 75 FT SE OF A GRAVELED DRIVEWAY, 66 FT SE OF POWER POLE
 BK2013'NO 91, THE AZIMUTH MARKER IS SET IN A DRILLED HOLE IN THE SE END OF A
 BK2013'CULVERT HEADWALL UNDER US HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2010 ***********************************************************************
 BK2010  DESIGNATION -  ROSA RM 1
 BK2010  PID         -  BK2010
 BK2010  STATE/COUNTY-  LA/ST LANDRY
 BK2010  USGS QUAD   -  MORROW (1972)
 BK2010
 BK2010                         *CURRENT SURVEY CONTROL
 BK2010  ___________________________________________________________________
 BK2010* NAD 83(1986)-  30 45 21.     (N)    092 00 30.     (W)     SCALED    
 BK2010* NAVD 88     -        11.80   (+/-2cm)      38.7    (feet)  VERTCON   
 BK2010  ___________________________________________________________________
 BK2010  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2010
 BK2010  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2010
 BK2010.The horizontal coordinates were scaled from a topographic map and have
 BK2010.an estimated accuracy of +/- 6 seconds.
 BK2010
 BK2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2010.The vertical order pertains to the NGVD 29 superseded value.
 BK2010
 BK2010.The geoid height was determined by GEOID03.
 BK2010
 BK2010;                    North         East    Units  Estimated Accuracy
 BK2010;SPC LA S     -   250,240.      935,370.      MT  (+/- 180 meters Scaled)
 BK2010
 BK2010                          SUPERSEDED SURVEY CONTROL
 BK2010
 BK2010  NGVD 29 (??/??/??)   11.783  (m)           38.66   (f) ADJUSTED    2 2
 BK2010
 BK2010.Superseded values are not recommended for survey control.
 BK2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2010.See file dsdata.txt to determine how the superseded data were derived.
 BK2010
 BK2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ949029(NAD 83)
 BK2010_MARKER: DR = REFERENCE MARK DISK
 BK2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2010_SP_SET: CONCRETE POST
 BK2010_STAMPING: ROSA R M NO 1 1969
 BK2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2010+STABILITY: SURFACE MOTION
 BK2010
 BK2010  HISTORY     - Date     Condition        Report By
 BK2010  HISTORY     - 1969     MONUMENTED       CGS
 BK2010  HISTORY     - 1975     GOOD             LADTD
 BK2010
 BK2010                          STATION DESCRIPTION
 BK2010
 BK2010'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2010'2.5 MI NW FROM LEBEAU.
 BK2010'FROM THE JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY 10 AT LEBEAU GO
 BK2010'ABOUT 2.5 MI NW ALONG US HIGHWAY 71, 98 FT NE OF THE CENTERLINE OF US
 BK2010'HIGHWAY 71, 35 FT WEST OF THE WEST RAIL OF THE TEXAS AND PACIFIC
 BK2010'RAILROAD TRACK, 65 FT SE OF A TELEGRAPH POLE, 61 FT NW OF A TELEGRAPH
 BK2010'POLE, 140 FT SE OF ROSA TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2012 ***********************************************************************
 BK2012  DESIGNATION -  ROSA RM 2
 BK2012  PID         -  BK2012
 BK2012  STATE/COUNTY-  LA/ST LANDRY
 BK2012  USGS QUAD   -  MORROW (1972)
 BK2012
 BK2012                         *CURRENT SURVEY CONTROL
 BK2012  ___________________________________________________________________
 BK2012* NAD 83(1986)-  30 45 21.     (N)    092 00 30.     (W)     SCALED    
 BK2012* NAVD 88     -        11.29   (+/-2cm)      37.0    (feet)  VERTCON   
 BK2012  ___________________________________________________________________
 BK2012  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2012
 BK2012  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2012
 BK2012.The horizontal coordinates were scaled from a topographic map and have
 BK2012.an estimated accuracy of +/- 6 seconds.
 BK2012
 BK2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2012.The vertical order pertains to the NGVD 29 superseded value.
 BK2012
 BK2012.The geoid height was determined by GEOID03.
 BK2012
 BK2012;                    North         East    Units  Estimated Accuracy
 BK2012;SPC LA S     -   250,240.      935,370.      MT  (+/- 180 meters Scaled)
 BK2012
 BK2012                          SUPERSEDED SURVEY CONTROL
 BK2012
 BK2012  NGVD 29 (??/??/??)   11.276  (m)           36.99   (f) ADJUSTED    2 2
 BK2012
 BK2012.Superseded values are not recommended for survey control.
 BK2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2012.See file dsdata.txt to determine how the superseded data were derived.
 BK2012
 BK2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ949029(NAD 83)
 BK2012_MARKER: DR = REFERENCE MARK DISK
 BK2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2012_SP_SET: CONCRETE POST
 BK2012_STAMPING: ROSA NO 2 1969
 BK2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2012+STABILITY: SURFACE MOTION
 BK2012
 BK2012  HISTORY     - Date     Condition        Report By
 BK2012  HISTORY     - 1969     MONUMENTED       CGS
 BK2012  HISTORY     - 1975     GOOD             LADTD
 BK2012
 BK2012                          STATION DESCRIPTION
 BK2012
 BK2012'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2012'2.5 MI NW FROM LEBEAU.
 BK2012'FROM THE JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY 10 AT LEBEAU GO
 BK2012'ABOUT 2.5 MI NW ALONG US HIGHWAY 71, 60 FT SW OF THE CENTERLINE OF US
 BK2012'HIGHWAY 71, 102 FT SE OF POWER POLE NO 102, 145 FT SW OF ROSA
 BK2012'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3230 ***********************************************************************
 AU3230  DESIGNATION -  ROSE
 AU3230  PID         -  AU3230
 AU3230  STATE/COUNTY-  LA/ASSUMPTION
 AU3230  USGS QUAD   -  MADEWOOD (1980)
 AU3230
 AU3230                         *CURRENT SURVEY CONTROL
 AU3230  ___________________________________________________________________
 AU3230* NAD 83(1992)-  29 55 33.34626(N)    090 57 21.23051(W)     ADJUSTED  
 AU3230* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3230  **This station is located in a subsidence area (see below).
 AU3230  ___________________________________________________________________
 AU3230  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU3230  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU3230
 AU3230  HORZ ORDER  -  FIRST
 AU3230
 AU3230.The horizontal coordinates were established by classical geodetic methods
 AU3230.and adjusted by the National Geodetic Survey in January 1993..
 AU3230
 AU3230 ** The orthometric height has not been validated since last determined
 AU3230 ** by differential leveling and should not be used for control purposes.
 AU3230 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3230 ** area with valid NAVD 88 orthometric heights.
 AU3230 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3230 ** epoch indicated which incorporates improved geoid heights for the
 AU3230 ** Southern Louisiana Subsidence area.
 AU3230 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3230.The orthometric height was scaled from a topographic map.
 AU3230
 AU3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3230
 AU3230.The geoid height was determined by GEOID03.
 AU3230
 AU3230;                    North         East     Units Scale Factor Converg.
 AU3230;SPC LA S     -   158,116.189 1,036,441.666   MT  0.99992659   +0 11 19.4
 AU3230;SPC LA S     -   518,752.86  3,400,392.37   sFT  0.99992659   +0 11 19.4
 AU3230;UTM  15      - 3,312,334.199   697,316.390   MT  1.00008038   +1 01 12.3
 AU3230
 AU3230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3230!SPC LA S     -   1.00000380  x   0.99992659  =   0.99993039
 AU3230!UTM  15      -   1.00000380  x   1.00008038  =   1.00008418
 AU3230
 AU3230|---------------------------------------------------------------------|
 AU3230| PID    Reference Object                     Distance      Geod. Az  |
 AU3230|                                                           dddmmss.s |
 AU3230| AU3237 ROSE 1931 RM 1                       30.300 METERS 16454     |
 AU3230| AU3220 ROBICHAUX SUGAR MILL TANK           APPROX. 7.4 KM 1845938.7 |
 AU3230| AU3229 HIMALAYA SUGAR MILL TANK            APPROX. 8.7 KM 2013843.1 |
 AU3230| DD8021 ROSE RM 2                                          24608     |
 AU3230| AU2322 NAPOLEONVILLE CATH CH CROSS         APPROX. 6.9 KM 2812444.6 |
 AU3230| AU2326 NAPOLEONVILLE MUNICIPAL TANK        APPROX. 6.7 KM 2814234.3 |
 AU3230| AU2321 PAINCOURTVILLE CATHOLIC CHURCH      APPROX.12.1 KM 3071548.3 |
 AU3230|---------------------------------------------------------------------|
 AU3230
 AU3230                          SUPERSEDED SURVEY CONTROL
 AU3230
 AU3230  NAD 83(1986)-  29 55 33.36549(N)    090 57 21.23119(W) AD(       ) 1
 AU3230  NAD 27      -  29 55 32.63337(N)    090 57 20.88249(W) AD(       ) 1
 AU3230
 AU3230.Superseded values are not recommended for survey control.
 AU3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3230.See file dsdata.txt to determine how the superseded data were derived.
 AU3230
 AU3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9731612334(NAD 83)
 AU3230_MARKER: DS = TRIANGULATION STATION DISK
 AU3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3230
 AU3230  HISTORY     - Date     Condition        Report By
 AU3230  HISTORY     - 1931     MONUMENTED       CGS
 AU3230  HISTORY     - 1973     MARK NOT FOUND   NGS
 AU3230
 AU3230                          STATION DESCRIPTION
 AU3230
 AU3230'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU3230'STATION IS ABOUT 3 MILES SE OF NAPOLEONVILLE, ON THE ROSEDALE
 AU3230'PLANTATION, OWNED BY E. SUNDBERY OF NAPOLEONVILLE.
 AU3230'
 AU3230'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AU3230'SET IN CONCRETE.
 AU3230'
 AU3230'SURFACE MARK IS FLUSH WITH GROUND.
 AU3230'
 AU3230'REFERENCE MARK 1 IS 30 YARDS N OF CULVERT, ON E BANK OF
 AU3230'DRAINAGE DITCH IN A ROW OF BRIARS, AND 99.43 FEET FROM
 AU3230'STATION S 15 DEG 06 MIN E.
 AU3230'
 AU3230'REFERENCE MARK 2 IS ON MAIN PLANTATION ROAD, ABOUT 15 FEET
 AU3230'S OF CENTER LINE OF ROAD, ABOUT 270 YARDS W OF AN IRON
 AU3230'CULVERT, ABOUT 30 YARDS E OF ANOTHER PLANTATION CROSS ROAD,
 AU3230'AND 285 PACES FROM STATION S 66 DEG 08 MIN W.
 AU3230'
 AU3230'TO REACH THE STATION FROM NAPOLEONVILLE, CROSS BRIDGE OVER
 AU3230'BAYOU LA FOURCHE TO ROUTE 77, THEN S 2.6 MILES TO OPEN
 AU3230'ROAD LEADING E TO ROSEDALE PLANTATION.  THERE IS A SMALL
 AU3230'STORE ON S SIDE OF PLANTATION ROAD AT ITS JUNCTION WITH
 AU3230'ROUTE 77.  FOLLOW PLANTATION ROAD E 1.95 MILES, PAST THE
 AU3230'QUARTERS, TO EXTREME END OF CULTIVATED LAND.  THE ROAD ENDS
 AU3230'IN A SWAMP TRAIL AFTER CROSSING A 10-FOOT DRAINAGE DITCH,
 AU3230'WHICH LEADS UNDER THE ROAD THROUGH AN IRON CULVERT.  STATION
 AU3230'IS IN NE CORNER OF THE FIELD, 60 YARDS N OF CULVERT ON W
 AU3230'SIDE OF DITCH.
 AU3230
 AU3230                          STATION RECOVERY (1973)
 AU3230
 AU3230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3230'THE STATION MARK AND REFERENCE MARK 2 WERE SEARCHED FOR BUT
 AU3230'ARE BELIEVED TO BE DESTROYED.  REFERENCE MARK 1 WAS RECOVERED
 AU3230'AND FOUND IN GOOD CONDITION.  A NEW STATION MARK DISK STAMPED
 AU3230'ROSE 2 1972 WAS ESTABLISHED AND OCCUPIED.  REFERENCE MARKS 3,
 AU3230'4 AND 5 WERE ALSO ESTABLISHED AT THIS DATE.
 AU3230'
 AU3230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AU3230'SOUTHEAST OF NAPOLEONVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3233 ***********************************************************************
 AU3233  DESIGNATION -  ROSE 2
 AU3233  PID         -  AU3233
 AU3233  STATE/COUNTY-  LA/ASSUMPTION
 AU3233  USGS QUAD   -  MADEWOOD (1980)
 AU3233
 AU3233                         *CURRENT SURVEY CONTROL
 AU3233  ___________________________________________________________________
 AU3233* NAD 83(1992)-  29 55 31.90442(N)    090 57 19.83051(W)     ADJUSTED  
 AU3233* NAVD 88     -         1.3  **(meters)       4.   **(feet)  VERTCON   
 AU3233  **This station is located in a subsidence area (see below).
 AU3233  ___________________________________________________________________
 AU3233  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU3233  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU3233
 AU3233  HORZ ORDER  -  FIRST
 AU3233
 AU3233.The horizontal coordinates were established by classical geodetic methods
 AU3233.and adjusted by the National Geodetic Survey in January 1993..
 AU3233
 AU3233 ** The orthometric height has not been validated since last determined
 AU3233 ** by differential leveling and should not be used for control purposes.
 AU3233 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3233 ** area with valid NAVD 88 orthometric heights.
 AU3233 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3233 ** epoch indicated which incorporates improved geoid heights for the
 AU3233 ** Southern Louisiana Subsidence area.
 AU3233 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3233
 AU3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3233
 AU3233.The geoid height was determined by GEOID03.
 AU3233
 AU3233;                    North         East     Units Scale Factor Converg.
 AU3233;SPC LA S     -   158,071.919 1,036,479.360   MT  0.99992660   +0 11 20.1
 AU3233;SPC LA S     -   518,607.62  3,400,516.03   sFT  0.99992660   +0 11 20.1
 AU3233;UTM  15      - 3,312,290.474   697,354.728   MT  1.00008057   +1 01 13.0
 AU3233
 AU3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3233!SPC LA S     -   1.00000390  x   0.99992660  =   0.99993050
 AU3233!UTM  15      -   1.00000390  x   1.00008057  =   1.00008447
 AU3233
 AU3233|---------------------------------------------------------------------|
 AU3233| PID    Reference Object                     Distance      Geod. Az  |
 AU3233|                                                           dddmmss.s |
 AU3233| DD8022 ROSE 2 RM 3                          23.914 METERS 08114     |
 AU3233| DD8023 ROSE 2 RM 4                                        2571911.4 |
 AU3233| AU3237 ROSE 1931 RM 1                       33.301 METERS 29703     |
 AU3233|---------------------------------------------------------------------|
 AU3233
 AU3233                          SUPERSEDED SURVEY CONTROL
 AU3233
 AU3233  NAD 83(1986)-  29 55 31.92358(N)    090 57 19.83116(W) AD(       ) 1
 AU3233  NAD 27      -  29 55 31.18984(N)    090 57 19.48087(W) AD(       ) 1
 AU3233  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 AU3233
 AU3233.Superseded values are not recommended for survey control.
 AU3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3233.See file dsdata.txt to determine how the superseded data were derived.
 AU3233
 AU3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9735512290(NAD 83)
 AU3233_MARKER: DS = TRIANGULATION STATION DISK
 AU3233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3233
 AU3233  HISTORY     - Date     Condition        Report By
 AU3233  HISTORY     - 1973     MONUMENTED       NGS
 AU3233
 AU3233                          STATION DESCRIPTION
 AU3233
 AU3233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3233'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 3 DUE TO TREES ON LINE.
 AU3233'
 AU3233'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF THE SUNSHINE
 AU3233'BRIDGE, 10-1/4 MILES NORTHWEST OF CHACKBAY, 3-1/2 MILES
 AU3233'EAST-SOUTHEAST OF NAPOLEONVILLE ON THE PROPERTY OF THE ROSEDALE
 AU3233'FARMS. THE ADDRESS IS 1417 THIRD STREET, NEW ORLEANS, LOUISIANA.
 AU3233'
 AU3233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 308 AND 1008
 AU3233'ON THE NORTH SIDE OF LAFOURCHE BAYOU IN NAPOLEONVILLE, GO SOUTHEAST
 AU3233'ON STATE HIGHWAY 308 FOR 2.75 MILES TO A GRAVELED SIDE ROAD LEFT
 AU3233'(ROSEDALE ST).  TURN LEFT AND GO EAST-NORTHEAST ON GRAVELED ROAD
 AU3233'FOR 0.35 MILE TO A RAILROAD CROSSING.  CONTINUE AHEAD NORTHERLY ON
 AU3233'GRAVELED ROAD FOR 1.45 MILE TO THE REFERENCE MARK 4 (AZI. MK.)
 AU3233'ON THE RIGHT.  CONTINUE NORTHERLY ON TRACK ROAD FOR 0.25 MILE TO THE
 AU3233'STATION AS DESCRIBED.
 AU3233'
 AU3233'THE STATION MARKS ARE STANDARD DISKS STAMPED ROSE 2 1972.  THE
 AU3233'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU3233'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 84 FEET
 AU3233'NORTHEAST OF A SMALL BRIDGE, 35 FEET SOUTH OF A 30-INCH GUM TREE AND
 AU3233'33 FEET NORTH OF THE NORTH BANK OF A BAYOU.  THE UNDERGROUND DISK IS
 AU3233'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 AU3233'SURFACE OF THE GROUND.
 AU3233'
 AU3233'REFERENCE MARK 1, A STANDARD DISK STAMPED ROSE 2 NO 1 1931, IS SET IN
 AU3233'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AU3233'SURFACE OF THE GROUND.  IT IS 92 FEET NORTH OF A TRACK ROAD AND 5.9
 AU3233'FEET WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 AU3233'
 AU3233'REFERENCE MARK 3, A STANDARD DISK STAMPED ROSE 2 NO 3 1972, IS SET
 AU3233'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU3233'WITH THE SURFACE OF THE GROUND.  IT IS 37.5 FEET NORTH OF THE NORTH
 AU3233'BANK OF A BAYOU AND 32 FEET SOUTH OF A 35-INCH GUM TREE.
 AU3233'
 AU3233'REFERENCE MARK 4, A STANDARD DISK STAMPED ROSE 2 NO 4 1972, IS SET
 AU3233'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU3233'WITH THE SURFACE OF THE GROUND.  IT IS 12 FEET SOUTHEAST OF THE
 AU3233'CENTER OF A TRACK ROAD, 8 FEET EAST-NORTHEAST OF A FIELD ROAD AND 4.2
 AU3233'WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 AU3233'
 AU3233'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1841 ***********************************************************************
 BJ1841  DESIGNATION -  ROSEHILL BOLT
 BJ1841  PID         -  BJ1841
 BJ1841  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1841  USGS QUAD   -  WALLS (1994)
 BJ1841
 BJ1841                         *CURRENT SURVEY CONTROL
 BJ1841  ___________________________________________________________________
 BJ1841* NAD 83(1986)-  30 34 01.     (N)    091 18 47.     (W)     SCALED    
 BJ1841* NAVD 88     -         8.85   (+/-2cm)      29.0    (feet)  VERTCON   
 BJ1841  ___________________________________________________________________
 BJ1841  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ1841
 BJ1841  VERT ORDER  -  ? (See Below)
 BJ1841
 BJ1841.The horizontal coordinates were scaled from a topographic map and have
 BJ1841.an estimated accuracy of +/- 6 seconds.
 BJ1841
 BJ1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1841.The vertical order pertains to the NGVD 29 superseded value.
 BJ1841
 BJ1841.The geoid height was determined by GEOID03.
 BJ1841
 BJ1841;                    North         East    Units  Estimated Accuracy
 BJ1841;SPC LA S     -   229,110.    1,001,950.      MT  (+/- 180 meters Scaled)
 BJ1841
 BJ1841                          SUPERSEDED SURVEY CONTROL
 BJ1841
 BJ1841  NGVD 29 (??/??/??)    8.836  (m)           28.99   (f) ADJUSTED    ?  
 BJ1841
 BJ1841.Superseded values are not recommended for survey control.
 BJ1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1841.See file dsdata.txt to determine how the superseded data were derived.
 BJ1841
 BJ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP617828(NAD 83)
 BJ1841_MARKER: B = BOLT
 BJ1841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1841_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1841
 BJ1841  HISTORY     - Date     Condition        Report By
 BJ1841  HISTORY     - UNK      MONUMENTED       DOD
 BJ1841  HISTORY     - 1964     GOOD             CGS
 BJ1841
 BJ1841                          STATION DESCRIPTION
 BJ1841
 BJ1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1841'1.8 MI SE FROM WALLS.
 BJ1841'1.8 MILES SE ALONG THE LEVEE FROM WALLS, WEST BATON ROUGE PARISH,
 BJ1841'DIRECTLY BACK OF ROSE HILL LANDING, ON THE ROSE HILL PLANTATION, 750
 BJ1841'FEET BACK OF THE LEVEE, 410 FEET SOUTH OF THE PLANTATION RESIDENCE, 75
 BJ1841'FEET SW OF AN 18 INCH PECAN TREE, 70 FEET NE OF AN 18 INCH PECAN TREE,
 BJ1841'56 FEET W OF A 36 INCH PECAN TREE, 43 FEET N OF A BAYOU RUNNING FROM
 BJ1841'THE LEVEE TO THE BACK OF THE PLANTATION, 1.6 FEET SOUTH OF AN EAST AND
 BJ1841'WEST PASTURE FENCE, AND AT ABOUT THE CENTER OF A SMALL
 BJ1841'TRIANGULAR-SHAPED ISLAND MADE BY THE BRANCHES OF THE BAYOU.  A COPPER
 BJ1841'BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ1841'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 BJ1841'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1842 ***********************************************************************
 BJ1842  DESIGNATION -  ROSEHILL CAP
 BJ1842  PID         -  BJ1842
 BJ1842  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ1842  USGS QUAD   -  WALLS (1994)
 BJ1842
 BJ1842                         *CURRENT SURVEY CONTROL
 BJ1842  ___________________________________________________________________
 BJ1842* NAD 83(1986)-  30 34 01.     (N)    091 18 47.     (W)     SCALED    
 BJ1842* NAVD 88     -        10.07   (+/-2cm)      33.0    (feet)  VERTCON   
 BJ1842  ___________________________________________________________________
 BJ1842  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ1842
 BJ1842  VERT ORDER  -  ? (See Below)
 BJ1842
 BJ1842.The horizontal coordinates were scaled from a topographic map and have
 BJ1842.an estimated accuracy of +/- 6 seconds.
 BJ1842
 BJ1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1842.The vertical order pertains to the NGVD 29 superseded value.
 BJ1842
 BJ1842.The geoid height was determined by GEOID03.
 BJ1842
 BJ1842;                    North         East    Units  Estimated Accuracy
 BJ1842;SPC LA S     -   229,110.    1,001,950.      MT  (+/- 180 meters Scaled)
 BJ1842
 BJ1842                          SUPERSEDED SURVEY CONTROL
 BJ1842
 BJ1842  NGVD 29 (??/??/??)   10.054  (m)           32.99   (f) ADJUSTED    ?  
 BJ1842
 BJ1842.Superseded values are not recommended for survey control.
 BJ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1842.See file dsdata.txt to determine how the superseded data were derived.
 BJ1842
 BJ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP617828(NAD 83)
 BJ1842_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1842_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1842
 BJ1842  HISTORY     - Date     Condition        Report By
 BJ1842  HISTORY     - UNK      MONUMENTED       DOD
 BJ1842  HISTORY     - 1964     GOOD             CGS
 BJ1842  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1842
 BJ1842                          STATION DESCRIPTION
 BJ1842
 BJ1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1842'1.8 MI SE FROM WALLS.
 BJ1842'1.8 MILES SE ALONG THE LEVEE FROM WALLS, WEST BATON ROUGE PARISH,
 BJ1842'DIRECTLY BACK OF ROSE HILL LANDING, ON THE ROSE HILL PLANTATION, 750
 BJ1842'FEET BACK OF THE LEVEE, 410 FEET SOUTH OF THE PLANTATION RESIDENCE, 75
 BJ1842'FEET SW OF AN 18 INCH PECAN TREE, 70 FEET NE OF AN 18 INCH PECAN TREE,
 BJ1842'56 FEET W OF A 36 INCH PECAN TREE, 43 FEET N OF A BAYOU RUNNING FROM
 BJ1842'THE LEVEE TO THE BACK OF THE PLANTATION, 1.6 FEET SOUTH OF AN EAST AND
 BJ1842'WEST PASTURE FENCE, AND AT ABOUT THE CENTER OF A SMALL
 BJ1842'TRIANGULAR-SHAPED ISLAND MADE BY THE BRANCHES OF THE BAYOU.  AN IRON
 BJ1842'PIPE BEARING A CORPS OF ENGINEERS, STANDARD CAP.
 BJ1842
 BJ1842                          STATION RECOVERY (1976)
 BJ1842
 BJ1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1842'NOT RECOVERED IN 1964 OR 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4560 ***********************************************************************
 BJ4560  DESIGNATION -  ROSELAND LUMBER MILL TANK
 BJ4560  PID         -  BJ4560
 BJ4560  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4560  USGS QUAD   -  ROSELAND (1981)
 BJ4560
 BJ4560                         *CURRENT SURVEY CONTROL
 BJ4560  ___________________________________________________________________
 BJ4560* NAD 83(1992)-  30 45 51.29173(N)    090 30 40.30824(W)     ADJUSTED  
 BJ4560* NAVD 88     -                                                        
 BJ4560  ___________________________________________________________________
 BJ4560  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4560  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4560
 BJ4560  HORZ ORDER  -  THIRD
 BJ4560
 BJ4560.The horizontal coordinates were established by classical geodetic methods
 BJ4560.and adjusted by the National Geodetic Survey in May 1994..
 BJ4560
 BJ4560
 BJ4560.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4560
 BJ4560.The geoid height was determined by GEOID03.
 BJ4560
 BJ4560;                    North         East     Units Scale Factor Converg.
 BJ4560;SPC LA S     -   251,268.652 1,078,710.499   MT  1.00001429   +0 24 39.9
 BJ4560;SPC LA S     -   824,370.57  3,539,069.36   sFT  1.00001429   +0 24 39.9
 BJ4560;UTM  15      - 3,406,122.591   738,214.730   MT  1.00030006   +1 16 25.1
 BJ4560
 BJ4560                          SUPERSEDED SURVEY CONTROL
 BJ4560
 BJ4560  NAD 83(1992)-  30 45 51.29396(N)    090 30 40.30846(W) AD(       ) 4
 BJ4560  NAD 83(1986)-  30 45 51.30635(N)    090 30 40.30504(W) AD(       ) 4
 BJ4560  NAD 27      -  30 45 50.64426(N)    090 30 39.96950(W) AD(       ) 3
 BJ4560
 BJ4560.Superseded values are not recommended for survey control.
 BJ4560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4560.See file dsdata.txt to determine how the superseded data were derived.
 BJ4560
 BJ4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3821506123(NAD 83)
 BJ4560_MARKER: 53 = ELEVATED TANK
 BJ4560
 BJ4560  HISTORY     - Date     Condition        Report By
 BJ4560  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4560  HISTORY     - 1954     GOOD             CGS
 BJ4560  HISTORY     - 1970     GOOD             NGS
 BJ4560
 BJ4560                          STATION DESCRIPTION
 BJ4560
 BJ4560'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4560'OBSERVED UPON THE FINIAL OF A BLACK-STEEL WATER TANK,
 BJ4560'APPROXIMATELY 100 FEET HIGH, LOCATED AT A LUMBER MILL IN THE
 BJ4560'CENTER OF THE TOWN OF ROSELAND.
 BJ4560'
 BJ4560'OBSERVED UPON FROM TRIANGULATION STATIONS TANGI, CLEVELAND,
 BJ4560'AMITE, AND COSTANZA.
 BJ4560'
 BJ4560'INTERSECTION STATION.
 BJ4560
 BJ4560                          STATION RECOVERY (1954)
 BJ4560
 BJ4560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4560'THE STATION WAS VISITED AND WAS FOUND IN GOOD CONDITION.
 BJ4560'THE TANK IS OWNED BY THE ROSELAND WIREBOUND BOX CO.  IT IS
 BJ4560'ABOUT ONE BLOCK S AND ONE-HALF BLOCK E OF THE CENTER OF THE
 BJ4560'TOWN OF ROSELAND, AND JUST S OF A BLACK METAL STACK.  IT IS A
 BJ4560'FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER WITH
 BJ4560'AN OVERALL HEIGHT OF ABOUT 100 FT.
 BJ4560'
 BJ4560'THIS IS AN INTERSECTION STATION.
 BJ4560
 BJ4560                          STATION RECOVERY (1970)
 BJ4560
 BJ4560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4560'THE MUNICIPAL WATER TANK IS LOCATED IN THE CENTRAL SECTION OF TOWN,
 BJ4560'ABOUT 150 FEET EAST OF U.S. HIGHWAY 51.
 BJ4560'
 BJ4560'A CYLINDRICAL STEEL TANK, CONICAL SHAPED ROOF, SILVER IN COLOR,
 BJ4560'ROSELAND, LA. PRINTED ON THE SIDE, SUPPORTED BY 4-STEEL DOUBLE
 BJ4560'CHANNEL, LATTICED TYPE LEGS.
 BJ4560'
 BJ4560'TANK IS 110 FEET IN HEIGHT.
 BJ4560'
 BJ4560'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3319 ***********************************************************************
 AU3319  DESIGNATION -  ROSETHORN
 AU3319  PID         -  AU3319
 AU3319  STATE/COUNTY-  LA/JEFFERSON
 AU3319  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3319
 AU3319                         *CURRENT SURVEY CONTROL
 AU3319  ___________________________________________________________________
 AU3319* NAD 83(1992)-  29 45 37.89752(N)    090 06 13.01778(W)     ADJUSTED  
 AU3319* NAVD 88     -         0.7  **(meters)       2.   **(feet)  VERTCON   
 AU3319  **This station is located in a subsidence area (see below).
 AU3319  ___________________________________________________________________
 AU3319  X           -     -10,021.399 (meters)                     COMP
 AU3319  Y           -  -5,541,450.631 (meters)                     COMP
 AU3319  Z           -   3,147,344.427 (meters)                     COMP
 AU3319  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3319  ELLIP HEIGHT-         -25.00  (meters)          (09/30/02) GPS OBS
 AU3319  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU3319
 AU3319  HORZ ORDER  -  FIRST
 AU3319  ELLP ORDER  -  FOURTH    CLASS II
 AU3319
 AU3319.The horizontal coordinates were established by GPS observations
 AU3319.and adjusted by the National Geodetic Survey in January 1993..
 AU3319
 AU3319 ** The orthometric height has not been validated since last determined
 AU3319 ** by differential leveling and should not be used for control purposes.
 AU3319 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3319 ** area with valid NAVD 88 orthometric heights.
 AU3319 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3319 ** epoch indicated which incorporates improved geoid heights for the
 AU3319 ** Southern Louisiana Subsidence area.
 AU3319 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3319
 AU3319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3319
 AU3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3319
 AU3319.The ellipsoidal height was determined by GPS observations
 AU3319.and is referenced to NAD 83.
 AU3319
 AU3319.The geoid height was determined by GEOID03.
 AU3319
 AU3319;                    North         East     Units Scale Factor Converg.
 AU3319;SPC LA S     -   140,360.762 1,118,924.610   MT  0.99993449   +0 36 53.5
 AU3319;SPC LA S     -   460,500.27  3,671,005.16   sFT  0.99993449   +0 36 53.5
 AU3319;UTM  15      - 3,295,766.134   780,078.734   MT  1.00056798   +1 26 19.1
 AU3319
 AU3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3319!SPC LA S     -   1.00000393  x   0.99993449  =   0.99993842
 AU3319!UTM  15      -   1.00000393  x   1.00056798  =   1.00057191
 AU3319
 AU3319                          SUPERSEDED SURVEY CONTROL
 AU3319
 AU3319  ELLIP H (01/21/93)  -24.99   (m)                       GP(       ) 4 2
 AU3319  NAD 83(1986)-  29 45 37.91408(N)    090 06 13.02099(W) AD(       ) 1
 AU3319  NAD 27      -  29 45 37.16064(N)    090 06 12.75503(W) AD(       ) 1
 AU3319  NGVD 29 (05/20/88)    0.8    (m)            3.     (f) GPS OBS        
 AU3319
 AU3319.Superseded values are not recommended for survey control.
 AU3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3319.See file dsdata.txt to determine how the superseded data were derived.
 AU3319
 AU3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8007995766(NAD 83)
 AU3319_MARKER: DS = TRIANGULATION STATION DISK
 AU3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3319_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3319+STABILITY: SURFACE MOTION
 AU3319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3319+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3319
 AU3319  HISTORY     - Date     Condition        Report By
 AU3319  HISTORY     - 1987     MONUMENTED       LADTD
 AU3319
 AU3319                          STATION DESCRIPTION
 AU3319
 AU3319'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3319'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 AU3319'NORTHEAST OF BARATARIA,
 AU3319'0.35 KM (0.2 MI) WEST OF THE STATE HIGHWAY 45 BRIDGE OVER THE
 AU3319'INTRACOASTAL WATERWAY, AT THE ROSETHORN PARK RECREATION CENTER.
 AU3319'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3319'
 AU3319'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 303
 AU3319'UNDERNEATH THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, GO
 AU3319'WEST FOR 0.35 KM (0.2 MI) ON HIGHWAYS 45 AND 303 TO THE MARK JUST
 AU3319'BEFORE REACHING A PETROLEUM PIPELINE AT A PARK ON THE RIGHT SET IN
 AU3319'A GRASS STRIP BETWEEN THE PARKING LOT AND THE HIGHWAY.
 AU3319'
 AU3319'THE STATION IS A STANDARD NGS DISK
 AU3319'STAMPED---ROSETHORN JPW 1987---,
 AU3319'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3319'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3319'27.3 METERS (89.6 FT) EAST FROM A PETROLEUM PIPELINE WARNING POST,
 AU3319'22.5 METERS (73.8 FT) NORTH FROM A UTILITY POLE,
 AU3319'19 METERS (62.3 FT) NORTH FROM A FIRE HYDRANT NUMBERED 164,
 AU3319'3 METERS (9.8 FT) SOUTH FROM THE PARKING LOT EDGE, AND
 AU3319'0.6 METERS (2 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 AU3319'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3319'STAMPED---ROSETHORN JPW 1987---,
 AU3319'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3320 ***********************************************************************
 AU3320  DESIGNATION -  ROSETHORN AZ MK
 AU3320  PID         -  AU3320
 AU3320  STATE/COUNTY-  LA/JEFFERSON
 AU3320  USGS QUAD   -  BERTRANDVILLE (1992)
 AU3320
 AU3320                         *CURRENT SURVEY CONTROL
 AU3320  ___________________________________________________________________
 AU3320* NAD 83(1992)-  29 45 38.63056(N)    090 05 51.00183(W)     ADJUSTED  
 AU3320* NAVD 88     -         0.6  **(meters)       2.   **(feet)  VERTCON   
 AU3320  **This station is located in a subsidence area (see below).
 AU3320  ___________________________________________________________________
 AU3320  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU3320  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU3320
 AU3320  HORZ ORDER  -  SECOND
 AU3320
 AU3320.The horizontal coordinates were established by classical geodetic methods
 AU3320.and adjusted by the National Geodetic Survey in January 1993..
 AU3320.No horizontal observational check was made to the station.
 AU3320
 AU3320 ** The orthometric height has not been validated since last determined
 AU3320 ** by differential leveling and should not be used for control purposes.
 AU3320 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3320 ** area with valid NAVD 88 orthometric heights.
 AU3320 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3320 ** epoch indicated which incorporates improved geoid heights for the
 AU3320 ** Southern Louisiana Subsidence area.
 AU3320 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3320
 AU3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3320
 AU3320.The geoid height was determined by GEOID03.
 AU3320
 AU3320;                    North         East     Units Scale Factor Converg.
 AU3320;SPC LA S     -   140,389.693 1,119,515.771   MT  0.99993447   +0 37 04.6
 AU3320;SPC LA S     -   460,595.18  3,672,944.66   sFT  0.99993447   +0 37 04.6
 AU3320;UTM  15      - 3,295,803.585   780,669.793   MT  1.00057207   +1 26 30.1
 AU3320
 AU3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3320!SPC LA S     -   1.00000390  x   0.99993447  =   0.99993837
 AU3320!UTM  15      -   1.00000390  x   1.00057207  =   1.00057598
 AU3320
 AU3320                          SUPERSEDED SURVEY CONTROL
 AU3320
 AU3320  NAD 83(1986)-  29 45 38.64715(N)    090 05 51.00503(W) AD(       ) 2
 AU3320  NAD 27      -  29 45 37.89374(N)    090 05 50.73965(W) AD(       ) 2
 AU3320  NGVD 29 (05/20/88)    0.7    (m)            2.     (f) VERT ANG       
 AU3320
 AU3320.Superseded values are not recommended for survey control.
 AU3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3320.See file dsdata.txt to determine how the superseded data were derived.
 AU3320
 AU3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8067095804(NAD 83)
 AU3320_MARKER: DZ = AZIMUTH MARK DISK
 AU3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3320_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3320+STABILITY: SURFACE MOTION
 AU3320
 AU3320  HISTORY     - Date     Condition        Report By
 AU3320  HISTORY     - 1987     MONUMENTED       LADTD
 AU3320
 AU3320                          STATION DESCRIPTION
 AU3320
 AU3320'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3320'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 AU3320'NORTHEAST OF BARATARIA,
 AU3320'0.35 KM (0.2 MI) WEST OF THE STATE HIGHWAY 45 BRIDGE OVER THE
 AU3320'INTRACOASTAL WATERWAY SET AT THE ROSETHORN PARK RECREATION CENTER
 AU3320'IN A GRASS STRIP BETWEEN THE HIGHWAY AND PARKING LOT.
 AU3320'OWNERSHIP--LOUISIANA DEPARTMENT OF TANSPORTATION AND DEVELOPEMENT
 AU3320'
 AU3320'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 303
 AU3320'UNDERNEATH THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, GO
 AU3320'EAST FOR 0.23 KM (0.15 MI) ON STATE HIGHWAYS 45 AND 303 TO A FENCE
 AU3320'CORNER AND THE MARK ON THE RIGHT NEAR A DRIVEWAY.
 AU3320'
 AU3320'THE STATION IS A STANDARD NGS DISK
 AU3320'STAMPED---ROSETHORN JPW 1987---,
 AU3320'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3320'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3320'17.1 METERS (56.1 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 AU3320'4.2 METERS (13.8 FT) NORTHEAST FROM A GATE CENTER,
 AU3320'3.0 METERS (9.8 FT) EAST FROM A GRAVEL DRIVE,
 AU3320'1.3 METERS (4.3 FT) NORTH FROM A UTILITY POLE, AND
 AU3320'0.5 METERS (1.6 FT) WEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0794 ***********************************************************************
 BX0794  DESIGNATION -  ROSIE BOLT
 BX0794  PID         -  BX0794
 BX0794  STATE/COUNTY-  LA/AVOYELLES
 BX0794  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0794
 BX0794                         *CURRENT SURVEY CONTROL
 BX0794  ___________________________________________________________________
 BX0794* NAD 83(1986)-  31 05 50.     (N)    092 03 33.     (W)     SCALED    
 BX0794* NAVD 88     -        21.68   (+/-2cm)      71.1    (feet)  VERTCON   
 BX0794  ___________________________________________________________________
 BX0794  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BX0794
 BX0794  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0794
 BX0794.The horizontal coordinates were scaled from a topographic map and have
 BX0794.an estimated accuracy of +/- 6 seconds.
 BX0794
 BX0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0794.The vertical order pertains to the NGVD 29 superseded value.
 BX0794
 BX0794.The geoid height was determined by GEOID03.
 BX0794
 BX0794;                    North         East    Units  Estimated Accuracy
 BX0794;SPC LA N     -    66,300.    1,042,060.      MT  (+/- 180 meters Scaled)
 BX0794
 BX0794                          SUPERSEDED SURVEY CONTROL
 BX0794
 BX0794  NGVD 29 (??/??/??)   21.650  (m)           71.03   (f) ADJUSTED    1 2
 BX0794
 BX0794.Superseded values are not recommended for survey control.
 BX0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0794.See file dsdata.txt to determine how the superseded data were derived.
 BX0794
 BX0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ897407(NAD 83)
 BX0794_MARKER: B = BOLT
 BX0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0794_SP_SET: SLAB
 BX0794_STAMPING: ROSIE 1930
 BX0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0794
 BX0794  HISTORY     - Date     Condition        Report By
 BX0794  HISTORY     - 1930     MONUMENTED       DOD
 BX0794  HISTORY     - 1966     GOOD             CGS
 BX0794  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BX0794
 BX0794                          STATION DESCRIPTION
 BX0794
 BX0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0794'2.15 MI SE FROM MARKSVILLE.
 BX0794'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0794'AT MARKSVILLE, THENCE 1.8 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0794'RAILROAD AND STATE HIGHWAY 1, IN SECTION 65, T 2 N, R 4 E, AT A CURVE
 BX0794'IN THE HIGHWAY, 24 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 85 FEET
 BX0794'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET SOUTHEAST OF
 BX0794'A TELEPHONE POLE, 12 FEET WEST OF THE WEST CORNER OF THE CAUBARREAUX
 BX0794'STORE AND SERVICE STATION, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 BX0794'HIGHWAY, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, A COPPER BOLT
 BX0794'SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND,
 BX0794'ACCESS TO WHICH IS HAD THROUGH A 5-INCH IRON PIPE BEARING A BRASS CAP
 BX0794'AND PROJECTING 14 INCHES.
 BX0794
 BX0794                          STATION RECOVERY (2004)
 BX0794
 BX0794'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0794'RAILROAD TRACKS HAVE BEEN REMOVED AND NEW CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0795 ***********************************************************************
 BX0795  DESIGNATION -  ROSIE CAP
 BX0795  PID         -  BX0795
 BX0795  STATE/COUNTY-  LA/AVOYELLES
 BX0795  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0795
 BX0795                         *CURRENT SURVEY CONTROL
 BX0795  ___________________________________________________________________
 BX0795* NAD 83(1986)-  31 05 46.     (N)    092 03 36.     (W)     SCALED    
 BX0795* NAVD 88     -        22.779  (meters)      74.73   (feet)  ADJUSTED  
 BX0795  ___________________________________________________________________
 BX0795  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BX0795  DYNAMIC HT  -          22.750 (meters)      74.64  (feet)  COMP
 BX0795  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 BX0795
 BX0795  VERT ORDER  -  FIRST     CLASS I
 BX0795
 BX0795.The horizontal coordinates were scaled from a topographic map and have
 BX0795.an estimated accuracy of +/- 6 seconds.
 BX0795
 BX0795.The orthometric height was determined by differential leveling
 BX0795.and adjusted by the National Geodetic Survey in February 1994..
 BX0795
 BX0795.The geoid height was determined by GEOID03.
 BX0795
 BX0795.The dynamic height is computed by dividing the NAVD 88
 BX0795.geopotential number by the normal gravity value computed on the
 BX0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0795.degrees latitude (g = 980.6199 gals.).
 BX0795
 BX0795.The modeled gravity was interpolated from observed gravity values.
 BX0795
 BX0795;                    North         East    Units  Estimated Accuracy
 BX0795;SPC LA N     -    66,180.    1,041,980.      MT  (+/- 180 meters Scaled)
 BX0795
 BX0795                          SUPERSEDED SURVEY CONTROL
 BX0795
 BX0795  NAVD 88 (06/15/91)   22.794  (m)           74.78   (f) UNKNOWN     1 1
 BX0795  NGVD 29 (??/??/??)   22.754  (m)           74.65   (f) ADJUSTED    1 1
 BX0795
 BX0795.Superseded values are not recommended for survey control.
 BX0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0795.See file dsdata.txt to determine how the superseded data were derived.
 BX0795
 BX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ896406(NAD 83)
 BX0795_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0795_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0795_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0795_STAMPING: ROSIE 1930
 BX0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0795
 BX0795  HISTORY     - Date     Condition        Report By
 BX0795  HISTORY     - 1930     MONUMENTED       DOD
 BX0795  HISTORY     - 1966     GOOD             CGS
 BX0795  HISTORY     - 1977     GOOD             NGS
 BX0795  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BX0795
 BX0795                          STATION DESCRIPTION
 BX0795
 BX0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0795'2.15 MI SE FROM MARKSVILLE.
 BX0795'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0795'AT MARKSVILLE, THENCE 1.8 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0795'RAILROAD AND STATE HIGHWAY 1, IN SECTION 65, T 2 N, R 4 E, AT A CURVE
 BX0795'IN THE HIGHWAY, 24 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 85 FEET
 BX0795'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET SOUTHEAST OF
 BX0795'A TELEPHONE POLE, 12 FEET WEST OF THE WEST CORNER OF THE CAUBARREAUX
 BX0795'STORE AND SERVICE STATION, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 BX0795'HIGHWAY, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, A 5-INCH IRON
 BX0795'PIPE BEARING A BRASS CAP AND PROJECTING 14 INCHES.
 BX0795
 BX0795                          STATION RECOVERY (1977)
 BX0795
 BX0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0795'RECOVERED IN GOOD CONDITION.
 BX0795
 BX0795                          STATION RECOVERY (2004)
 BX0795
 BX0795'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0795'RAILROAD TRACKS HAVE BEEN REMOVED AND NEW CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3083 ***********************************************************************
 AU3083  DESIGNATION -  ROSO
 AU3083  PID         -  AU3083
 AU3083  STATE/COUNTY-  LA/TERREBONNE
 AU3083  USGS QUAD   -  BAYOU SAUVEUR (1994)
 AU3083
 AU3083                         *CURRENT SURVEY CONTROL
 AU3083  ___________________________________________________________________
 AU3083* NAD 83(1992)-  29 18 00.75318(N)    090 46 08.21926(W)     ADJUSTED  
 AU3083* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3083  **This station is located in a subsidence area (see below).
 AU3083  ___________________________________________________________________
 AU3083  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU3083  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AU3083
 AU3083  HORZ ORDER  -  SECOND
 AU3083
 AU3083.The horizontal coordinates were established by classical geodetic methods
 AU3083.and adjusted by the National Geodetic Survey in January 1993..
 AU3083
 AU3083 ** The orthometric height has not been validated since last determined
 AU3083 ** by differential leveling and should not be used for control purposes.
 AU3083 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3083 ** area with valid NAVD 88 orthometric heights.
 AU3083 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3083 ** epoch indicated which incorporates improved geoid heights for the
 AU3083 ** Southern Louisiana Subsidence area.
 AU3083 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3083.The orthometric height was scaled from a topographic map.
 AU3083
 AU3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3083
 AU3083.The geoid height was determined by GEOID03.
 AU3083
 AU3083;                    North         East     Units Scale Factor Converg.
 AU3083;SPC LA S     -    88,835.874 1,054,833.037   MT  0.99999996   +0 16 55.9
 AU3083;SPC LA S     -   291,455.70  3,460,731.39   sFT  0.99999996   +0 16 55.9
 AU3083;UTM  15      - 3,243,312.401   716,702.004   MT  1.00017949   +1 05 32.2
 AU3083
 AU3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3083!SPC LA S     -   1.00000387  x   0.99999996  =   1.00000383
 AU3083!UTM  15      -   1.00000387  x   1.00017949  =   1.00018336
 AU3083
 AU3083:                Primary Azimuth Mark                     Grid Az
 AU3083:SPC LA S     -  RAMBIO                                   003 38 24.1
 AU3083:UTM  15      -  RAMBIO                                   002 49 47.8
 AU3083
 AU3083|---------------------------------------------------------------------|
 AU3083| PID    Reference Object                     Distance      Geod. Az  |
 AU3083|                                                           dddmmss.s |
 AU3083| AU3085 RAMBIO                              APPROX. 4.3 KM 0035520.0 |
 AU3083| DD8024 ROSO RM 1                            17.870 METERS 01434     |
 AU3083| DD8025 ROSO RM 2                            14.806 METERS 10749     |
 AU3083|---------------------------------------------------------------------|
 AU3083
 AU3083                          SUPERSEDED SURVEY CONTROL
 AU3083
 AU3083  NAD 83(1986)-  29 18 00.77515(N)    090 46 08.22758(W) AD(       ) 2
 AU3083  NAD 27      -  29 17 59.96800(N)    090 46 07.90500(W) AD(       ) 2
 AU3083
 AU3083.Superseded values are not recommended for survey control.
 AU3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3083.See file dsdata.txt to determine how the superseded data were derived.
 AU3083
 AU3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1670243312(NAD 83)
 AU3083_MARKER: DS = TRIANGULATION STATION DISK
 AU3083_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3083_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3083
 AU3083  HISTORY     - Date     Condition        Report By
 AU3083  HISTORY     - 1934     MONUMENTED       CGS
 AU3083  HISTORY     - 1952     GOOD             CGS
 AU3083  HISTORY     - 1965     GOOD             CGS
 AU3083
 AU3083                          STATION DESCRIPTION
 AU3083
 AU3083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3083'STATION IS IN HARD MARSH ON THE W BANK OF BAYOU GRAND CAILLOU
 AU3083'ABOUT 6.0 MILES BELOW BAYOU DULAC, IN A SCRUB GROWTH OF BUSHES,
 AU3083'IN THE CENTER OF A SHORT REACH OF THE BAYOU AND 30 METERS
 AU3083'(100 FEET) W OF A SCRUB OAK ON THE EDGE OF THE BAYOU (THE ONLY
 AU3083'TREE IN THAT VICINITY).
 AU3083'
 AU3083'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3083'IN THE TOP OF A TILE.
 AU3083'
 AU3083'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3083'IS IN HARD MARSH AND 17.870 METERS
 AU3083'(58.63 FEET) FROM THE STATION N 14 DEG 34 MIN E.
 AU3083'
 AU3083'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3083'IS IN HARD MARSH AND 14.806 METERS
 AU3083'(48.58 FEET) FROM THE STATION S 72 DEG 11 MIN E.
 AU3083
 AU3083                          STATION RECOVERY (1952)
 AU3083
 AU3083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3083'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3083'
 AU3083'STATION IS LOCATED IN HARD MARSH, ON THE W BANK OF BAYOU
 AU3083'GRAND CAILLOU, ABOUT 6.0 MI. BELOW BAYOU DULAC, IN A SCRUB
 AU3083'GROWTH OF BUSHES, IN THE CENTER OF A SHORT REACH IN THE BAYOU,
 AU3083'AND 78 FT. W OF THE BAYOU.  IT IS A STANDARD DISK, STAMPED
 AU3083'ROSO 1934 AND SET IN THE TOP OF A CONCRETE MONUEMNT PROJECTING
 AU3083'0.5 FT. ABOVE THE GROUND.
 AU3083'
 AU3083'REFERENCE MARK 1 IS 59 FT. N OF THE STATION.  IT IS A STANDARD
 AU3083'DISK, STAMPED ROSO 1934 NO 1 AND SET IN THE TOP OF A CONCRETE
 AU3083'MONUMENT PROJECTING 0.3 FT. ABOVE THE GROUND.
 AU3083'
 AU3083'REFERENCE MARK 2 IS 48.6 FT. E-SE OF THE STATION.  IT IS A
 AU3083'STANDARD DISK, STAMPED ROSO 1934 NO 2 AND SET IN THE TOP OF
 AU3083'A CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE THE GROUND.
 AU3083
 AU3083                          STATION RECOVERY (1965)
 AU3083
 AU3083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3083'THE STATION AND REFERENCE MARK 1 WERE RECOVERED, STATION
 AU3083'MARK IS ONLY ABOUT 5 FEET WEST OF THE EDGE OF THE WATER.
 AU3083'REFERENCE MARK 1 IS ABOUT 10 FEET OUT IN THE WATER.  THE
 AU3083'STATION SHOULD BE MOVED BACK AWAY FROM THE WATERS EDGE.  A
 AU3083'1-1/4 INCH PIPE WITNESS POST IS SET AT THE STATION.
 AU3083'
 AU3083'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.
 AU3083'
 AU3083'THE STATION WAS REACHED BY FLOAT PLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2884 ***********************************************************************
 CP2884  DESIGNATION -  ROSS
 CP2884  PID         -  CP2884
 CP2884  STATE/COUNTY-  LA/WEST CARROLL
 CP2884  USGS QUAD   -  KILBOURNE (1988)
 CP2884
 CP2884                         *CURRENT SURVEY CONTROL
 CP2884  ___________________________________________________________________
 CP2884* NAD 83(1992)-  32 59 37.69534(N)    091 19 02.42069(W)     ADJUSTED  
 CP2884* NAVD 88     -        37.541  (meters)     123.17   (feet)  ADJUSTED  
 CP2884  ___________________________________________________________________
 CP2884  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CP2884  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP2884  DYNAMIC HT  -          37.501 (meters)     123.03  (feet)  COMP
 CP2884  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 CP2884
 CP2884  HORZ ORDER  -  SECOND
 CP2884  VERT ORDER  -  SECOND    CLASS II
 CP2884
 CP2884.The horizontal coordinates were established by classical geodetic methods
 CP2884.and adjusted by the National Geodetic Survey in September 1999..
 CP2884
 CP2884.The orthometric height was determined by differential leveling
 CP2884.and adjusted by the National Geodetic Survey in June 1991..
 CP2884
 CP2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2884
 CP2884.The geoid height was determined by GEOID03.
 CP2884
 CP2884.The dynamic height is computed by dividing the NAVD 88
 CP2884.geopotential number by the normal gravity value computed on the
 CP2884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2884.degrees latitude (g = 980.6199 gals.).
 CP2884
 CP2884.The modeled gravity was interpolated from observed gravity values.
 CP2884
 CP2884;                    North         East     Units Scale Factor Converg.
 CP2884;SPC LA N     -   277,121.670 1,110,539.051   MT  1.00009098   +0 37 31.0
 CP2884;SPC LA N     -   909,190.01  3,643,493.54   sFT  1.00009098   +0 37 31.0
 CP2884;UTM  15      - 3,651,857.356   657,207.427   MT  0.99990473   +0 54 59.3
 CP2884
 CP2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2884!SPC LA N     -   0.99999820  x   1.00009098  =   1.00008918
 CP2884!UTM  15      -   0.99999820  x   0.99990473  =   0.99990293
 CP2884
 CP2884:                Primary Azimuth Mark                     Grid Az
 CP2884:SPC LA N     -  ROSS AZ MK 2                             017 50 07.6
 CP2884:UTM  15      -  ROSS AZ MK 2                             017 32 39.3
 CP2884
 CP2884|---------------------------------------------------------------------|
 CP2884| PID    Reference Object                     Distance      Geod. Az  |
 CP2884|                                                           dddmmss.s |
 CP2884| CP3346 ROSS AZ MK 2                        476.696 METERS 0182738.6 |
 CP2884| CP3220 ROSS AZ MK                                         0192405.9 |
 CP2884| CP2883 ROSS RM 1                             9.486 METERS 09307     |
 CP2884| CP2879 KILBOURNE TRKLINE GAS RAD MAST      APPROX. 2.5 KM 1365037.6 |
 CP2884| CY4636 ROSS RM 2                            15.250 METERS 19039     |
 CP2884| CP3221 ROSS RM 3                            33.376 METERS 31422     |
 CP2884|---------------------------------------------------------------------|
 CP2884
 CP2884                          SUPERSEDED SURVEY CONTROL
 CP2884
 CP2884  NAD 83(1992)-  32 59 37.69631(N)    091 19 02.42030(W) AD(       ) 2
 CP2884  NAD 83(1992)-  32 59 37.69660(N)    091 19 02.42034(W) AD(       ) 2
 CP2884  NAD 83(1986)-  32 59 37.70902(N)    091 19 02.41267(W) AD(       ) 2
 CP2884  NAD 27      -  32 59 37.26104(N)    091 19 02.00413(W) AD(       ) 2
 CP2884  NGVD 29 (11/12/92)   37.59   (m)          123.3    (f) LEVELING    3  
 CP2884
 CP2884.Superseded values are not recommended for survey control.
 CP2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2884.See file dsdata.txt to determine how the superseded data were derived.
 CP2884
 CP2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5720751857(NAD 83)
 CP2884_MARKER: DS = TRIANGULATION STATION DISK
 CP2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2884_SP_SET: CONCRETE POST
 CP2884_STAMPING: ROSS 1970
 CP2884_MARK LOGO: LADH  
 CP2884_PROJECTION: PROJECTING 5 CENTIMETERS
 CP2884_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2884+STABILITY: SURFACE MOTION
 CP2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2884+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1986
 CP2884
 CP2884  HISTORY     - Date     Condition        Report By
 CP2884  HISTORY     - 1970     MONUMENTED       LADH
 CP2884  HISTORY     - 1986     GOOD             LADTD
 CP2884  HISTORY     - 19860618 GOOD             NGS
 CP2884
 CP2884                          STATION DESCRIPTION
 CP2884
 CP2884'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 CP2884'THE STATION IS LOCATED IN THE TOWN OF KILBOURNE, 9 MILES
 CP2884'NORTHEAST OF OAK GROVE, AND 1 MILE SOUTHWEST OF THE ARKANSAS
 CP2884'STATE LINE, IN THE SOUTHWEST QUARTER OF SECTION 11, T23N,
 CP2884'R11E, AND ON PROPERTY OWNED BY THE MISSOURI PACIFIC RAILROAD.
 CP2884'
 CP2884'TO REACH THE STATION FROM THE COURTHOUSE IN OAK GROVE, DRIVE
 CP2884'NORTHEAST ALONG STATE HIGHWAY 17 FOR 9.8 MILES TO KILBOURNE
 CP2884'AND THE STATION WHICH IS SET TO THE LEFT AND WEST OF THE
 CP2884'HIGHWAY NEAR THE MISSOURI PACIFIC RAILROAD AND A RAILROAD
 CP2884'CROSSING.
 CP2884'
 CP2884'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST
 CP2884'ALONG STATE HIGHWAY 17 FOR 0.5 MILE TO ITS INTERSECTION WITH
 CP2884'STATE HIGHWAY 585.  THE MARK IS SET TO THE LEFT AND WEST
 CP2884'OF THE HIGHWAY NEAR THE RAILROAD CROSSING.
 CP2884'
 CP2884'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2884'HIGHWAYS AND COAST AND SURVEY DISK SET IN THE TOP OF A 12
 CP2884'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP2884'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 CP2884'OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP2884'STAMPED ROSS 1970.  IT IS 82 FEET WEST OF THE CENTER OF
 CP2884'STATE HIGHWAY 17, 62 FEET SOUTH OF A RAILROAD CROSSING SIGN,
 CP2884'48 FEET SOUTH-SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD
 CP2884'CROSSING THE RAILROAD, 17 FEET EAST OF THE EAST RAIL ON THE
 CP2884'MISSOURI PACIFIC RAILROAD, AND 2 FEET SOUTH OF A METAL
 CP2884'WITNESS POST.
 CP2884'
 CP2884'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2884'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP2884'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2884'INCHES.  IT IS STAMPED ROSS RM 1 1970.  IT IS 61 FEET
 CP2884'SOUTH-SOUTHEAST OF A RAILROAD CROSSING SIGN ON THE EAST SIDE
 CP2884'OF THE RAILROAD, 53 FEET WEST-NORTHWEST OF THE CENTER OF
 CP2884'STATE HIGHWAY 17, 47 FEET EAST-SOUTHEAST OF THE EAST RAIL ON
 CP2884'THE RAILROAD AND 39 FEET SOUTH-SOUTHWEST OF A BLACKTOP
 CP2884'ROAD CROSSING THE RAILROAD.
 CP2884'
 CP2884'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2884'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP2884'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2884'INCHES.  IT IS STAMPED ROSS RM 2 1970.  IT IS 110 FEET
 CP2884'SOUTH-SOUTHWEST OF A RAILROAD CROSSING SIGN ON THE EAST SIDE
 CP2884'OF THE RAILROAD, 99 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 CP2884'BLACKTOP ROAD CROSSING THE RAILROAD, 82 FEET WEST OF THE
 CP2884'CENTER OF STATE HIGHWAY 17, AND 16 FEET EAST OF THE EAST RAIL
 CP2884'OF THE MISSOURI PACIFIC RAILROAD.
 CP2884'
 CP2884'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP2884'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP2884'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP2884'INCHES.  IT IS STAMPED ROSS AZ MK 1970.  IT IS 115 FEET EAST OF
 CP2884'THE CENTER OF STATE HIGHWAY 17, 30 FEET SOUTH OF THE CENTER OF
 CP2884'STATE HIGHWAY 585, 6 FEET EAST OF THE EAST RAIL OF THE
 CP2884'MISSOURI PACIFIC RAILROAD AND 2 FEET SOUTH OF A METAL WITNESS
 CP2884'POST.
 CP2884'
 CP2884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2884
 CP2884                          STATION RECOVERY (1986)
 CP2884
 CP2884'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2884'IN KILBOURNE.
 CP2884'15.8 KM (9.8 MI) NORTHEAST FROM THE COURTHOUSE AT OAK GROVE TO
 CP2884'SMALL TOWN OF KILBOURNE AND 1.6 KM (1 MI) SOUTH OF THE LOUISIANA
 CP2884'ARKANSAS STATE LINE ON THE WEST SIDE OF STATE HIGHWAY 17 SET ON
 CP2884'PROPERTY WINED BY THE MISSOURI PACIFIC RAILROAD NEAR A RAILROAD
 CP2884'CROSSING, 25 METERS (82 FEET) WEST OF THE CENTERLINE OF STATE HIGHWAY
 CP2884'17, 18.9 METERS (62 FEET) SOUTH OF A RAILROAD CROSSING SIGN, 14.6
 CP2884'METERS (48 FEET) SOUTH-SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD
 CP2884'CROSSING THE RAILROAD AND 5.2 METERS (17 FEET) EAST OF THE EAST RAIL
 CP2884'OF THE MISSOURI PACIFIC RAILROAD.
 CP2884'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP2884
 CP2884                          STATION RECOVERY (1986)
 CP2884
 CP2884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP2884'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 CP2884'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 CP2884'DESTROYED, AT THIS TIME REFERENCE MARK 3 AND AZIMUTH MARK 2 WAS SET.
 CP2884' 
 CP2884'THE STATION IS LOCATED ABOUT 1.6 KM (1 MILE) SOUTHWEST OF THE ARKANSAS
 CP2884'STATE LINE, IN THE TOWN OF KILBORNE, AND 14.5 KM (9 MILES) NORTHEAST
 CP2884'OF OAK GROVE, IN THE SOUTHWEST QUARTER OF SECTION 11, T23N, R11E.
 CP2884' 
 CP2884'OWNERSHIP-- LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP2884' 
 CP2884'TO REACH THE STATION FROM THE COURTHOUSE IN OAK GROVE, GO NORTHEAST
 CP2884'ALONG STATE HIGHWAY 17 FOR 15.8 KM (9.8 MILES) TO THE STATION ON THE
 CP2884'LEFT AND WEST OF THE HIGHWAY.
 CP2884' 
 CP2884'THE STATION IS A STANDARD LADH DISK STAMPED--ROSS 1970--, SET INTO THE
 CP2884'TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH
 CP2884'WITH GROUND LOCATED 31.4 M (103 FT) SE FROM THE WITNESS POST WITH SIGN
 CP2884'ATTACHED AT RM 3, 25 M (82 FT) W FROM THE CENTER OF STATE HIGHWAY 17,
 CP2884'22.9 M (75 FT) E FROM THE CENTER OF A NORTH-SOUTH BLACKTOP ROAD, 16.2
 CP2884'M (53 FT) W FROM A TELEPHONE JUNCTION BOX, AND 14.6 M (48 FT) S FROM
 CP2884'THE CENTER OF A EAST-WEST BLACKTOP ROAD.
 CP2884' 
 CP2884'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 CP2884' 
 CP2884'REFERENCE MARK NO 1 IS A STANDARD LADH DISK STAMPED--ROSS 1970 RM 1--,
 CP2884'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 CP2884'DIAMETER FLUSH WITH GROUND LOCATED 32 M (105 FT) E FROM THE CENTER OF
 CP2884'A NORTH-SOUTH BLACKTOP ROAD, 15.8 M (52 FT) W FROM THE CENTER OF STATE
 CP2884'HIGHWAY 17, 11.9 M (39 FT) S FROM THE CENTER OF A EAST-WEST BLACKTOP
 CP2884'ROAD, AND 7 M (23 FT) W FROM A TELEPHONE JUNCTION BOX.
 CP2884' 
 CP2884'REFERENCE MARK NO 3 IS A STANDARD LADTD DISK STAMPED--ROSS 1970 RM NO
 CP2884'3 1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP2884'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 15.8 M (52 FT) SE FROM A
 CP2884'GAS METER, 5.8 M (19 FT) N FROM THE CENTER OF A EAST-WEST BLACKTOP
 CP2884'ROAD, 2.1 M (7 FT) WNW FROM A WITNESS POST, AND 0.6 M (2 FT) FROM A
 CP2884'POWER POLE.
 CP2884' 
 CP2884'AZIMUTH MARK NO 2 IS A STANDARD LADTD DISK STAMPED--ROSS 1970 AZ MK NO
 CP2884'2 1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP2884'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 42.5 M (139.5 FT) WNW
 CP2884'FROM THE CENTER OF STATE HIGHWAY 17, 17.1 M (56 FT) ESE FROM THE
 CP2884'CENTER OF A NORTH-SOUTH BLACKTOP ROAD, 7.9 M (26 FT) SSW FROM THE
 CP2884'CENTER OF A EAST-WEST BLACKTOP ROAD, AND 1.1 M (3.5 FT) SSW FROM A
 CP2884'WITNESS POST.
 CP2884' 
 CP2884'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG STATE
 CP2884'HIGHWAY 17, FOR 0.5 KM (0.3 MILE) TO THE AZIMUTH MARK ON THE LEFT AND
 CP2884'WEST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3220 ***********************************************************************
 CP3220  DESIGNATION -  ROSS AZ MK
 CP3220  PID         -  CP3220
 CP3220  STATE/COUNTY-  LA/WEST CARROLL
 CP3220  USGS QUAD   -  KILBOURNE (1988)
 CP3220
 CP3220                         *CURRENT SURVEY CONTROL
 CP3220  ___________________________________________________________________
 CP3220* NAD 83(1986)-  32 59 50.     (N)    091 18 58.     (W)     SCALED    
 CP3220* NAVD 88     -        37.770  (meters)     123.92   (feet)  ADJUSTED  
 CP3220  ___________________________________________________________________
 CP3220  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3220  DYNAMIC HT  -          37.729 (meters)     123.78  (feet)  COMP
 CP3220  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 CP3220
 CP3220  VERT ORDER  -  SECOND    CLASS II
 CP3220
 CP3220.The horizontal coordinates were scaled from a topographic map and have
 CP3220.an estimated accuracy of +/- 6 seconds.
 CP3220
 CP3220.The orthometric height was determined by differential leveling
 CP3220.and adjusted by the National Geodetic Survey in June 1991..
 CP3220
 CP3220.The geoid height was determined by GEOID03.
 CP3220
 CP3220.The dynamic height is computed by dividing the NAVD 88
 CP3220.geopotential number by the normal gravity value computed on the
 CP3220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3220.degrees latitude (g = 980.6199 gals.).
 CP3220
 CP3220.The modeled gravity was interpolated from observed gravity values.
 CP3220
 CP3220;                    North         East    Units  Estimated Accuracy
 CP3220;SPC LA N     -   277,500.    1,110,650.      MT  (+/- 180 meters Scaled)
 CP3220
 CP3220                          SUPERSEDED SURVEY CONTROL
 CP3220
 CP3220.No superseded survey control is available for this station.
 CP3220
 CP3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS573522(NAD 83)
 CP3220_MARKER: DZ = AZIMUTH MARK DISK
 CP3220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3220_SP_SET: CONCRETE POST
 CP3220_STAMPING: ROSS AZ MK 1970
 CP3220_MARK LOGO: LADH  
 CP3220_PROJECTION: PROJECTING 5 CENTIMETERS
 CP3220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3220+STABILITY: SURFACE MOTION
 CP3220
 CP3220  HISTORY     - Date     Condition        Report By
 CP3220  HISTORY     - 1970     MONUMENTED       LADH
 CP3220  HISTORY     - 1986     GOOD             LADTD
 CP3220
 CP3220                          STATION DESCRIPTION
 CP3220
 CP3220'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3220'IN KILBOURNE.
 CP3220'15.8 KM (9.8 MI) NORTHEAST FROM THE COURTHOUSE AT OAK GROVE TO
 CP3220'SMALL TOWN OF KILBOURNE AND 0.8 KM (0.5 MI) SOUTH OF THE LOUISIANA
 CP3220'ARKANSAS STATE LINE ON THE WEST SIDE OF STATE HIGHWAY 17 DOWN A
 CP3220'BLACKTOP ROAD SET NEAR A RAILROAD CROSSING, 35.1 METERS (115 FEET)
 CP3220'WEST OF THE CENTER OF STATE HIGHWAY 17, 9.1 METERS (30 FEET) SOUTH OF
 CP3220'THE CENTER OF THE BLACKTOP ROAD, 1.8 METERS (6 FEET) EAST OF THE EAST
 CP3220'RAIL OF THE MISSOURI PACIFIC RAILROAD AND SET NEAR THE THE KILBOURNE
 CP3220'RAILROAD SIGN.
 CP3220'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 CP3220'THE MARK IS ABOVE LEVEL WITH THE BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3346 ***********************************************************************
 CP3346  DESIGNATION -  ROSS AZ MK 2
 CP3346  PID         -  CP3346
 CP3346  STATE/COUNTY-  LA/WEST CARROLL
 CP3346  USGS QUAD   -  KILBOURNE (1988)
 CP3346
 CP3346                         *CURRENT SURVEY CONTROL
 CP3346  ___________________________________________________________________
 CP3346* NAD 83(1992)-  32 59 52.37279(N)    091 18 56.60602(W)     ADJUSTED  
 CP3346* NAVD 88     -        38.     (meters)     125.     (feet)  VERTCON   
 CP3346  ___________________________________________________________________
 CP3346  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CP3346  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3346
 CP3346  HORZ ORDER  -  THIRD
 CP3346
 CP3346.The horizontal coordinates were established by classical geodetic methods
 CP3346.and adjusted by the National Geodetic Survey in September 1999..
 CP3346.No horizontal observational check was made to the station.
 CP3346
 CP3346.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3346
 CP3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3346
 CP3346.The geoid height was determined by GEOID03.
 CP3346
 CP3346;                    North         East     Units Scale Factor Converg.
 CP3346;SPC LA N     -   277,575.498 1,110,685.069   MT  1.00009232   +0 37 34.1
 CP3346;SPC LA N     -   910,678.95  3,643,972.60   sFT  1.00009232   +0 37 34.1
 CP3346;UTM  15      - 3,652,311.836   657,351.109   MT  0.99990529   +0 55 02.9
 CP3346
 CP3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3346!SPC LA N     -   0.99999817  x   1.00009232  =   1.00009049
 CP3346!UTM  15      -   0.99999817  x   0.99990529  =   0.99990346
 CP3346
 CP3346                          SUPERSEDED SURVEY CONTROL
 CP3346
 CP3346  NAD 83(1992)-  32 59 52.37375(N)    091 18 56.60563(W) AD(       ) 3
 CP3346  NAD 83(1992)-  32 59 52.37406(N)    091 18 56.60574(W) AD(       ) 3
 CP3346  NAD 83(1986)-  32 59 52.38656(N)    091 18 56.59837(W) AD(       ) 3
 CP3346  NGVD 29 (11/12/92)   38.     (m)          125.     (f) VERT ANG       
 CP3346
 CP3346.Superseded values are not recommended for survey control.
 CP3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3346.See file dsdata.txt to determine how the superseded data were derived.
 CP3346
 CP3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5735152312(NAD 83)
 CP3346_MARKER: DZ = AZIMUTH MARK DISK
 CP3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3346_STAMPING: ROSS 1970 AZ MK NO 2 1986
 CP3346_MARK LOGO: NGS   
 CP3346_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3346+STABILITY: SURFACE MOTION
 CP3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3346+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CP3346
 CP3346  HISTORY     - Date     Condition        Report By
 CP3346  HISTORY     - 1986     MONUMENTED       NGS
 CP3346  HISTORY     - UNK      SEE DESCRIPTION
 CP3346
 CP3346                          STATION DESCRIPTION
 CP3346
 CP3346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (SLC)
 CP3346'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MILE) SOUTHWEST OF THE
 CP3346'ARKANSAS STATE LINE, IN THE TOWN OF KILBOURNE, AND 15 KM (9.3 MILES)
 CP3346'NORTHEAST OF OAK GROVE IN THE SOUTHWEST QUARTER OF SECTION 11, T23N,
 CP3346'R11E.
 CP3346' 
 CP3346'OWNERSHIP-- LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP3346' 
 CP3346'TO REACH THE STATION FROM THE COURTHOUSE IN OAK GROVE, GO NORTHEAST
 CP3346'ALONG STATE HIGHWAY 17 FOR 16.3 KM (10.1 MILES) TO THE STATION ON THE
 CP3346'LEFT.
 CP3346' 
 CP3346'THE STATION IS A STANDARD LADTD DISK STAMPED--ROSS 1970 AZ MK NO 2
 CP3346'1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 CP3346'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 42.5 M (139.5 FT) WNW
 CP3346'FROM THE CENTER OF THE HIGHWAY, 17.1 M (56 FT) ESE FROM THE CENTER OF
 CP3346'A NORTH-SOUTH BLACKTOP ROAD, 7.9 M (26 FT) SSW FROM THE CENTER OF A
 CP3346'EAST-WEST BLACKTOP ROAD, AND 1.1 M (3.5 FT) SSW FROM A METAL WITNESS
 CP3346'POST WITH SIGN ATTACHED.
 CP3346
 CP3346                          STATION RECOVERY (UNK )
 CP3346
 CP3346'RECOVERED UNK
 CP3346'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2883 ***********************************************************************
 CP2883  DESIGNATION -  ROSS RM 1
 CP2883  PID         -  CP2883
 CP2883  STATE/COUNTY-  LA/WEST CARROLL
 CP2883  USGS QUAD   -  KILBOURNE (1988)
 CP2883
 CP2883                         *CURRENT SURVEY CONTROL
 CP2883  ___________________________________________________________________
 CP2883* NAD 83(1992)-  32 59 37.     (N)    091 19 02.     (W)     SCALED    
 CP2883* NAVD 88     -        37.645  (meters)     123.51   (feet)  ADJUSTED  
 CP2883  ___________________________________________________________________
 CP2883  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP2883  DYNAMIC HT  -          37.605 (meters)     123.38  (feet)  COMP
 CP2883  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 CP2883
 CP2883  VERT ORDER  -  SECOND    CLASS II
 CP2883
 CP2883.The horizontal coordinates were scaled from a topographic map and have
 CP2883.an estimated accuracy of +/- 6 seconds.
 CP2883
 CP2883.The orthometric height was determined by differential leveling
 CP2883.and adjusted by the National Geodetic Survey in June 1991..
 CP2883
 CP2883.The geoid height was determined by GEOID03.
 CP2883
 CP2883.The dynamic height is computed by dividing the NAVD 88
 CP2883.geopotential number by the normal gravity value computed on the
 CP2883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2883.degrees latitude (g = 980.6199 gals.).
 CP2883
 CP2883.The modeled gravity was interpolated from observed gravity values.
 CP2883
 CP2883;                    North         East    Units  Estimated Accuracy
 CP2883;SPC LA N     -   277,100.    1,110,550.      MT  (+/- 180 meters Scaled)
 CP2883
 CP2883                          SUPERSEDED SURVEY CONTROL
 CP2883
 CP2883  NGVD 29 (11/12/92)   37.69   (m)          123.7    (f) LEVELING    3  
 CP2883
 CP2883.Superseded values are not recommended for survey control.
 CP2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2883.See file dsdata.txt to determine how the superseded data were derived.
 CP2883
 CP2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS572518(NAD 83)
 CP2883_MARKER: DR = REFERENCE MARK DISK
 CP2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2883_SP_SET: CONCRETE POST
 CP2883_STAMPING: ROSS RM 1 1970
 CP2883_MARK LOGO: LADH  
 CP2883_PROJECTION: PROJECTING 5 CENTIMETERS
 CP2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2883+STABILITY: SURFACE MOTION
 CP2883
 CP2883  HISTORY     - Date     Condition        Report By
 CP2883  HISTORY     - 1970     MONUMENTED       LADH
 CP2883  HISTORY     - 1986     GOOD             LADTD
 CP2883
 CP2883                          STATION DESCRIPTION
 CP2883
 CP2883'DESCRIBED BY LA TRANSP AND DEV 1986
 CP2883'IN KILBOURNE.
 CP2883'15.8 KM (9.8 MI) NORTHEAST FROM THE COURTHOUSE AT OAK GROVE TO
 CP2883'SMALL TOWN OF KILBOURNE AND 1.6 KM (1 MI) SOUTH OF THE LOUISIANA
 CP2883'ARKANSAS STATE LINE ON THE WEST SIDE OF STATE HIGHWAY 17 SET ON
 CP2883'PROPERTY OWNED BY THE MISSOURI PACIFIC RAILROAD NEAR A RAILROAD
 CP2883'CROSSING, 18.6 METERS (61 FEET) SOUTH-SOUTHEAST OF A RIALROAD CROSSING
 CP2883'SIGN ON THE EAST SIDE OF THE RAILROAD, 16.2 METERS (53 FEET) WEST-
 CP2883'NORTHWEST OF THE CENTER OF STATE HIGHWAY 17, 14.3 METERS (47 FEET)
 CP2883'EAST-SOUTHEAST OF THE EAST RAIL OF THE RAILROAD AND 11.9 METERS
 CP2883'(39 FEET) SOUTH-SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD CROSSING
 CP2883'THE RAILROAD.
 CP2883'THE MARK IS ABOVE LEVEL WITH THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3221 ***********************************************************************
 CP3221  DESIGNATION -  ROSS RM 3
 CP3221  PID         -  CP3221
 CP3221  STATE/COUNTY-  LA/WEST CARROLL
 CP3221  USGS QUAD   -  KILBOURNE (1988)
 CP3221
 CP3221                         *CURRENT SURVEY CONTROL
 CP3221  ___________________________________________________________________
 CP3221* NAD 83(1992)-  32 59 38.45283(N)    091 19 03.33982(W)     ADJUSTED  
 CP3221* NAVD 88     -        37.829  (meters)     124.11   (feet)  ADJUSTED  
 CP3221  ___________________________________________________________________
 CP3221  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CP3221  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3221  DYNAMIC HT  -          37.788 (meters)     123.98  (feet)  COMP
 CP3221  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 CP3221
 CP3221  HORZ ORDER  -  THIRD
 CP3221  VERT ORDER  -  SECOND    CLASS II
 CP3221
 CP3221.The horizontal coordinates were established by classical geodetic methods
 CP3221.and adjusted by the National Geodetic Survey in September 1999..
 CP3221
 CP3221.The orthometric height was determined by differential leveling
 CP3221.and adjusted by the National Geodetic Survey in June 1991..
 CP3221
 CP3221.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3221
 CP3221.The geoid height was determined by GEOID03.
 CP3221
 CP3221.The dynamic height is computed by dividing the NAVD 88
 CP3221.geopotential number by the normal gravity value computed on the
 CP3221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3221.degrees latitude (g = 980.6199 gals.).
 CP3221
 CP3221.The modeled gravity was interpolated from observed gravity values.
 CP3221
 CP3221;                    North         East     Units Scale Factor Converg.
 CP3221;SPC LA N     -   277,144.746 1,110,514.934   MT  1.00009104   +0 37 30.5
 CP3221;SPC LA N     -   909,265.72  3,643,414.41   sFT  1.00009104   +0 37 30.5
 CP3221;UTM  15      - 3,651,880.305   657,183.198   MT  0.99990464   +0 54 58.8
 CP3221
 CP3221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3221!SPC LA N     -   0.99999815  x   1.00009104  =   1.00008919
 CP3221!UTM  15      -   0.99999815  x   0.99990464  =   0.99990279
 CP3221
 CP3221                          SUPERSEDED SURVEY CONTROL
 CP3221
 CP3221  NAD 83(1992)-  32 59 38.45380(N)    091 19 03.33943(W) AD(       ) 3
 CP3221  NAD 83(1992)-  32 59 38.45409(N)    091 19 03.33948(W) AD(       ) 3
 CP3221  NAD 83(1986)-  32 59 38.46650(N)    091 19 03.33183(W) AD(       ) 3
 CP3221  NGVD 29 (11/12/92)   37.88   (m)          124.3    (f) LEVELING    3  
 CP3221
 CP3221.Superseded values are not recommended for survey control.
 CP3221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3221.See file dsdata.txt to determine how the superseded data were derived.
 CP3221
 CP3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5718351880(NAD 83)
 CP3221_MARKER: DR = REFERENCE MARK DISK
 CP3221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3221_SP_SET: CONCRETE POST
 CP3221_STAMPING: ROSS 1970 RM NO 3 1986
 CP3221_MARK LOGO: LADTD 
 CP3221_PROJECTION: FLUSH
 CP3221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3221+STABILITY: SURFACE MOTION
 CP3221
 CP3221  HISTORY     - Date     Condition        Report By
 CP3221  HISTORY     - 1986     MONUMENTED       LADTD
 CP3221  HISTORY     - 1986     GOOD             LADTD
 CP3221
 CP3221                          STATION DESCRIPTION
 CP3221
 CP3221'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3221'IN KILBOURNE.
 CP3221'15.8 KM (9.8 MI) NORTHEAST FROM THE COURTHOUSE AT OAD GROVE TO
 CP3221'SMALL TOWN OF KILBOURNE AND 1.6 KM (1 MI) SOUTH OF THE LOUISIANA-
 CP3221'ARKANSAS STATE LINE ON THE WEST SIDE OF STATE HIGHWAY 17 SET NEAR A
 CP3221'POWER POLE, 15.8 METERS (52 FEET) SOUTHEAST OF A GAS METER, 5.8 METERS
 CP3221'(19 FEET) NORTH OF AN EAST-WEST BLACKTOP ROAD AND 0.6 METERS (2 FEET)
 CP3221'EAST OF A POWER POLE.
 CP3221'THE MARK IS 2.10 METERS  WNW FROM A WITNESS POST.
 CP3221'THE MARK IS ABOVE LEVEL WITH THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0986 ***********************************************************************
 BJ0986  DESIGNATION -  ROUGE
 BJ0986  PID         -  BJ0986
 BJ0986  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0986  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0986
 BJ0986                         *CURRENT SURVEY CONTROL
 BJ0986  ___________________________________________________________________
 BJ0986* NAD 83(1992)-  30 27 11.12922(N)    091 05 46.55899(W)     ADJUSTED  
 BJ0986* NAVD 88     -        19.651  (meters)      64.47   (feet)  ADJUSTED  
 BJ0986  ___________________________________________________________________
 BJ0986  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ0986  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0986  DYNAMIC HT  -          19.625 (meters)      64.39  (feet)  COMP
 BJ0986  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ0986
 BJ0986  HORZ ORDER  -  SECOND
 BJ0986  VERT ORDER  -  FIRST     CLASS I
 BJ0986
 BJ0986.The horizontal coordinates were established by classical geodetic methods
 BJ0986.and adjusted by the National Geodetic Survey in January 1993..
 BJ0986
 BJ0986.The orthometric height was determined by differential leveling
 BJ0986.and adjusted by the National Geodetic Survey in February 1994..
 BJ0986
 BJ0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0986
 BJ0986.The geoid height was determined by GEOID03.
 BJ0986
 BJ0986.The dynamic height is computed by dividing the NAVD 88
 BJ0986.geopotential number by the normal gravity value computed on the
 BJ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0986.degrees latitude (g = 980.6199 gals.).
 BJ0986
 BJ0986.The modeled gravity was interpolated from observed gravity values.
 BJ0986
 BJ0986;                    North         East     Units Scale Factor Converg.
 BJ0986;SPC LA S     -   216,514.783 1,022,768.085   MT  0.99995679   +0 07 06.7
 BJ0986;SPC LA S     -   710,348.92  3,355,531.63   sFT  0.99995679   +0 07 06.7
 BJ0986;UTM  15      - 3,370,532.738   682,787.359   MT  1.00001219   +0 57 54.5
 BJ0986
 BJ0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0986!SPC LA S     -   1.00000118  x   0.99995679  =   0.99995797
 BJ0986!UTM  15      -   1.00000118  x   1.00001219  =   1.00001337
 BJ0986
 BJ0986|---------------------------------------------------------------------|
 BJ0986| PID    Reference Object                     Distance      Geod. Az  |
 BJ0986|                                                           dddmmss.s |
 BJ0986| BJ4935 ROUGE LDH 1970 RM 1                   9.535 METERS 11007     |
 BJ0986| CW2279 ROUGE AZ MK                                        1492928.4 |
 BJ0986| BJ5053 BATON ROUGE TV STA WBRZ MAST        APPROX. 8.8 KM 2545919.8 |
 BJ0986| CW2280 ROUGE RM 2                           17.629 METERS 33627     |
 BJ0986|---------------------------------------------------------------------|
 BJ0986
 BJ0986                          SUPERSEDED SURVEY CONTROL
 BJ0986
 BJ0986  NAD 83(1986)-  30 27 11.14718(N)    091 05 46.55685(W) AD(       ) 2
 BJ0986  NAD 27      -  30 27 10.46280(N)    091 05 46.17768(W) AD(       ) 2
 BJ0986  NGVD 29 (??/??/??)   19.673  (m)           64.54   (f) ADJUSTED    1 1
 BJ0986
 BJ0986.Superseded values are not recommended for survey control.
 BJ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0986.See file dsdata.txt to determine how the superseded data were derived.
 BJ0986
 BJ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8278770533(NAD 83)
 BJ0986_MARKER: DS = TRIANGULATION STATION DISK
 BJ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0986_SP_SET: CONCRETE POST
 BJ0986_STAMPING: ROUGE 1970
 BJ0986_MARK LOGO: NGS   
 BJ0986_PROJECTION: PROJECTING 3 CENTIMETERS
 BJ0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0986+STABILITY: SURFACE MOTION
 BJ0986
 BJ0986  HISTORY     - Date     Condition        Report By
 BJ0986  HISTORY     - 1970     MONUMENTED       LADH
 BJ0986  HISTORY     - 1970     GOOD             NGS
 BJ0986  HISTORY     - 1974     GOOD             NGS
 BJ0986  HISTORY     - 1976     GOOD             NGS
 BJ0986  HISTORY     - 1980     GOOD             LADTD
 BJ0986  HISTORY     - 1987     GOOD             LA-033
 BJ0986
 BJ0986                          STATION DESCRIPTION
 BJ0986
 BJ0986'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ0986'THE STATION IS LOCATED ABOUT 5.2 MILES EAST OF DOWNTOWN BATON ROUGE
 BJ0986'AND 8 MILES WEST OF DENHAM SPRINGS IN THE NORTHEAST QUARTER OF
 BJ0986'SECTION 83, T7S-R1E AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BJ0986'DEPARTMENT OF HIGHWAYS.
 BJ0986'
 BJ0986'TO REACH THE STATION FROM THE POST OFFICE IN DOWNTOWN BATON ROUGE,
 BJ0986'DRIVE EAST ALONG FLORIDA BLVD. FOR 5.2 MILES TO THE U. S. HIGHWAY 61
 BJ0986'AND 190 INTERCHANGE.  THE STATION IS SET ON THE LEFT AND NORTH OF
 BJ0986'THE HIGHWAY IN THE NORTHWEST QUADRANT OF THE INTERCHANGE NEAR THE
 BJ0986'OVERPASS.
 BJ0986'
 BJ0986'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG U.S.
 BJ0986'HIGHWAY 61 FOR 0.3 MILE.  THE MARK IS SET ON THE RIGHT AND WEST OF
 BJ0986'THE HIGHWAY NEAR A FENCE.
 BJ0986'
 BJ0986'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0986'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0986'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS STAMPED
 BJ0986'ROUGE 1970.  IT IS SET IN THE NORTHWEST QUADRANT OF THE FLORIDA
 BJ0986'BLVD. AND U. S.  HIGHWAY 61 AND 190 INTERCHANGE, 104 FEET
 BJ0986'NORTH-NORTHWEST OF THE CENTER OF THE WEST BOUND LANE ON FLORIDA
 BJ0986'BLVD., 99 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A STORM
 BJ0986'DRAIN, 49 FEET WEST-SOUTHWEST OF THE SOUTH BOUND LANE ON U. S.
 BJ0986'HIGHWAY 61 AND 190, 32.5 FEET NORTH-NORTHWEST OF THE
 BJ0986'NORTH END OF A BRIDGE ABUTMENT AND 31.5 FEET WEST-NORTHWEST OF A
 BJ0986'METAL WITNESS POST.
 BJ0986'
 BJ0986'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0986'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0986'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ0986'STAMPED ROUGE RM 1 1970.  IT IS 122 FEET SOUTHEAST OF THE SOUTHEAST
 BJ0986'CORNER OF A STORM DRAIN, 80 FEET NORTH-NORTHWEST OF THE CENTER
 BJ0986'OF THE WEST BOUND LANE OF FLORIDA BLVD., 29 FEET SOUTHWEST OF THE
 BJ0986'CENTER OF THE SOUTH BOUND LANE OF U. S. HIGHWAY 61 AND 190, 2.5
 BJ0986'FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET NORTHWEST OF THE
 BJ0986'NORTH END OF A BRIDGE ABUTMENT.
 BJ0986'
 BJ0986'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0986'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0986'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ0986'STAMPED ROUGE RM 2 1970.  IT IS 162 FEET NORTH-NORTHWEST OF THE WEST
 BJ0986'BOUND LANE OF FLORIDA BLVD., 85 FEET NORTHWEST OF THE NORTH END OF
 BJ0986'THE ABUTMENT ON AN OVERPASS, 84 FEET NORTHWEST OF A WITNESS POST,
 BJ0986'83 FEET SOUTHEAST OF LAMP POST NO. 55, 42 FEET SOUTH-SOUTHEAST OF THE
 BJ0986'SOUTHEAST CORNER OF A STORM DRAIN AND 38 FEET SOUTHWEST OF THE CENTER
 BJ0986'OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 61.
 BJ0986'
 BJ0986'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0986'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0986'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ0986'ROUGE AZ MK 1970.  IT IS SET IN THE SOUTHWEST QUADRANT OF THE
 BJ0986'FLORIDA BLVD. - U.S. HIGHWAY 61 INTERCHANGE, 30 FEET SOUTHWEST OF THE
 BJ0986'CENTER OF A FRONTAGE ROAD, 14 FEET WEST OF A CONCRETE HIGHWAY RIGHT
 BJ0986'OF WAY MARKER, 11 FEET NORTHWEST OF A FENCE, 11 FEET NORTH OF A
 BJ0986'CONCRETE HIGHWAY RIGHT OF WAY MARKER, 6 FEET NORTHEAST OF A FENCE AND
 BJ0986'3 FEET NORTHEAST OF A METAL WITNESS POST.
 BJ0986'
 BJ0986'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ0986
 BJ0986                          STATION RECOVERY (1970)
 BJ0986
 BJ0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ0986'IN BATON ROUGE.
 BJ0986'AT THE INTERSECTION OF AIRLINE HIGHWAY (HIGHWAY 61) AND FLORIDA
 BJ0986'BOULEVARD (HIGHWAY 190), 104 FEET NORTH-NORTHWEST OF THE CENTER
 BJ0986'LINE OF THE WESTBOUND LANE OF FLORIDA BOULEVARD, 49 FEET WEST
 BJ0986'SOUTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF AIRLINE
 BJ0986'HIGHWAY, 32.5 FEET NORTH-NORTHWEST OF THE NORTH END OF A BRIDGE
 BJ0986'ABUTMENT. A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0
 BJ0986'INCHES, AND ABOUT 1 FOOT BELOW AIRLINE HIGHWAY.
 BJ0986
 BJ0986                          STATION RECOVERY (1974)
 BJ0986
 BJ0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RT)
 BJ0986'THE STATION WAS VISITED 7-31-74 AND THE STATION MARK, REFERENCE
 BJ0986'MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN
 BJ0986'GOOD CONDITION.
 BJ0986'
 BJ0986'THE 1970 DESCRIPTION IS ADEQUATE FOR THIS STATION.
 BJ0986'
 BJ0986'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ0986'
 BJ0986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 BJ0986'DOWNTOWN BATON ROUGE.
 BJ0986
 BJ0986                          STATION RECOVERY (1976)
 BJ0986
 BJ0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0986'RECOVERED IN GOOD CONDITION.
 BJ0986
 BJ0986                          STATION RECOVERY (1980)
 BJ0986
 BJ0986'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ0986'THE STATION AND ITS REFERENCE MARKS WERE VISITED AND FOUND IN GOOD
 BJ0986'CONDITION AS DESCRIBED IN 1970.
 BJ0986
 BJ0986                          STATION RECOVERY (1987)
 BJ0986
 BJ0986'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0986'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 8.4 KM
 BJ0986'(5.2 MI) EAST OF DOWNTOWN BATON ROUGE ON FLORIDA BOULEVARD TO THE
 BJ0986'AIRLINE HIGHWAY OVERPASS, 31.7 METERS (104 FEET) NORTH-NORTHWEST OF
 BJ0986'THE CENTER OF THE WESTBOUND LANE ON FLORIDA BOULEVARD, 14.9 METERS
 BJ0986'(49 FEET) WEST-SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANE OF
 BJ0986'AIRLINE HIGHWAY, 9.9 METERS (32.5 FEET) NORTH- NORTHWEST OF THE NORTH
 BJ0986'END OF A BRIDGE ABUTMENT.
 BJ0986'THE MARK IS 9.60 METERS  WNW FROM A WITNESS POST.
 BJ0986'THE MARK IS 0.31 M BELOW AIRLINE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3107 ***********************************************************************
 CP3107  DESIGNATION -  ROUGE
 CP3107  PID         -  CP3107
 CP3107  STATE/COUNTY-  LA/MOREHOUSE
 CP3107  USGS QUAD   -  BONITA SW (1988)
 CP3107
 CP3107                         *CURRENT SURVEY CONTROL
 CP3107  ___________________________________________________________________
 CP3107* NAD 83(1992)-  32 46 05.09929(N)    091 44 48.85360(W)     ADJUSTED  
 CP3107* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 CP3107  ___________________________________________________________________
 CP3107  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CP3107  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP3107
 CP3107  HORZ ORDER  -  FIRST
 CP3107
 CP3107.The horizontal coordinates were established by classical geodetic methods
 CP3107.and adjusted by the National Geodetic Survey in September 1999..
 CP3107
 CP3107.The orthometric height was scaled from a topographic map.
 CP3107
 CP3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3107
 CP3107.The geoid height was determined by GEOID03.
 CP3107
 CP3107;                    North         East     Units Scale Factor Converg.
 CP3107;SPC LA N     -   251,729.271 1,070,563.987   MT  1.00002470   +0 23 53.4
 CP3107;SPC LA N     -   825,881.78  3,512,342.01   sFT  1.00002470   +0 23 53.4
 CP3107;UTM  15      - 3,626,271.823   617,368.224   MT  0.99976986   +0 40 41.9
 CP3107
 CP3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3107!SPC LA N     -   0.99999968  x   1.00002470  =   1.00002438
 CP3107!UTM  15      -   0.99999968  x   0.99976986  =   0.99976954
 CP3107
 CP3107|---------------------------------------------------------------------|
 CP3107| PID    Reference Object                     Distance      Geod. Az  |
 CP3107|                                                           dddmmss.s |
 CP3107| CY4638 ROUGE RM 2                           48.951 METERS 05431     |
 CP3107| CY4637 ROUGE AZ MK                                        0875125.1 |
 CP3107| CP3129 COLLINSTON MUNICIPAL TANK           APPROX.14.5 KM 2330339.7 |
 CP3107| CP3157 BASTROP SO KRAFT CORP STACK         APPROX.15.4 KM 2725331.5 |
 CP3107| CP3156 BASTROP SOU KRAFT CORP TANK         APPROX.15.4 KM 2731321.5 |
 CP3107| CP3160 BASTROP LA PAPER MILL STACK         APPROX.15.3 KM 2760252.3 |
 CP3107| CP3161 BASTROP LA PAPER MILL TANK          APPROX.15.3 KM 2762957.8 |
 CP3107| CP3360 ROUGE RM 1                           53.520 METERS 32850     |
 CP3107| CP3109 ROUGE RM 3                           74.254 METERS 34747     |
 CP3107|---------------------------------------------------------------------|
 CP3107
 CP3107                          SUPERSEDED SURVEY CONTROL
 CP3107
 CP3107  NAD 83(1992)-  32 46 05.09976(N)    091 44 48.85290(W) AD(       ) 1
 CP3107  NAD 83(1986)-  32 46 05.11111(N)    091 44 48.84655(W) AD(       ) 1
 CP3107  NAD 27      -  32 46 04.62400(N)    091 44 48.39900(W) AD(       ) 1
 CP3107
 CP3107.Superseded values are not recommended for survey control.
 CP3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3107.See file dsdata.txt to determine how the superseded data were derived.
 CP3107
 CP3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1736826272(NAD 83)
 CP3107_MARKER: DS = TRIANGULATION STATION DISK
 CP3107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3107
 CP3107  HISTORY     - Date     Condition        Report By
 CP3107  HISTORY     - 1939     MONUMENTED       CGS
 CP3107  HISTORY     - 1965     GOOD             CGS
 CP3107  HISTORY     - 1970     GOOD             NGS
 CP3107  HISTORY     - 1974     GOOD             LOCSUR
 CP3107  HISTORY     - 1976     GOOD             NGS
 CP3107  HISTORY     - 1976     GOOD             LADH
 CP3107
 CP3107                          STATION DESCRIPTION
 CP3107
 CP3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3107'STATION IS 2.6 MILES E OF TOWN OF MER ROUGE, ON LAND OWNED
 CP3107'BY JOE DAVENPORT, ON S SIDE OF STATE ROUTE 11, 71 FEET S
 CP3107'OF CENTER OF PAVEMENT, 18 FEET S OF FENCE ON S SIDE OF THE
 CP3107'ROAD, 17 FEET E OF A LANE FENCE ON S SIDE OF ROAD, 240 FEET
 CP3107'WNW OF THE NW CORNER OF A TENANT HOUSE.  THE MARK PROJECTS
 CP3107'ABOUT 3 INCHES AND IS STAMPED ROUGE 1939.  TO REACH THE
 CP3107'STATION FROM THE RAILROAD CROSSING IN MER ROUGE, GO E ON
 CP3107'STATE ROUTE 11 TO THE STATION.
 CP3107'
 CP3107'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3107'BRONZE DISKS SET IN CONCRETE.
 CP3107'
 CP3107'REFERENCE MARK NO. 1 IS NW OF THE STATION, 50 FEET N OF CENTER
 CP3107'OF PAVEMENT, 55 FEET E OF A FOOT GATE TO TENANT HOUSE, IN
 CP3107'THE FENCE LINE ON N SIDE OF ROAD.  MARK PROJECTS ABOUT 6
 CP3107'INCHES AND IS STAMPED ROUGE NO. 1 1939.  REFERENCE MARK
 CP3107'NO. 2 IS NE OF THE STATION, 49 FEET N OF CENTER OF PAVEMENT,
 CP3107'13-1/2 FEET W OF A STOCK GATE, 23-1/2 FEET NW OF W END OF
 CP3107'A CULVERT, IN THE FENCE LINE ON N SIDE OF THE ROAD.  MARK
 CP3107'PROJECTS ABOUT 6 INCHES AND IS STAMPED ROUGE NO. 2 1939.
 CP3107'
 CP3107'THE AZIMUTH MARK IS 0.7 MILE E OF STATION, ON ROUTE 11, AT
 CP3107'A FORK IN THE ROADS, 49 FEET S OF CENTER OF ROUTE 11, 40
 CP3107'FEET NE OF CENTER OF A GRAVEL ROAD TO RIGHT, 30 FEET W OF
 CP3107'FENCE CORNER AT THE FORKS.  MARK PROJECTS 4 INCHES AND IS
 CP3107'STAMPED ROUGE 1939.
 CP3107'
 CP3107'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CP3107
 CP3107                          STATION RECOVERY (1965)
 CP3107
 CP3107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 CP3107'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP3107'CONDITION.  THE STATION MARK IS IN AN ENTRANCE TO A TENANT
 CP3107'HOUSE AND FIELD AND HAS BEEN DRIVEN OVER BUT NO APPARENT
 CP3107'DAMAGE HAS BEEN DONE TO THE MARK.  A NEW DESCRIPTION FOLLOWS--
 CP3107'
 CP3107'THE STATION IS LOCATED 2.8 MILES EAST ALONG STATE HIGHWAY
 CP3107'2 FROM THE RAILROAD CROSSING AT MEL ROUGE, ON PROPERTY OWNED
 CP3107'BY MR. J.A. DAVENPORT, ABOUT 0.15 MILE EAST OF THE CURVE
 CP3107'IN THE HIGHWAY, 65 FEET WEST OF THE CENTER OF A DITCH SEPERATING
 CP3107'TWO FIELDS AND RUNNING IN FRONT OF A ROW OF TENENT HOUSES,
 CP3107'77 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TENANT HOUSE,
 CP3107'108 FEET NORTH OF POWER POLE, 26 FEET SOUTHWEST OF A POWER
 CP3107'POLE, 71 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 2, 60
 CP3107'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT
 CP3107'UNDER THE HIGHWAY, 37 FEET SOUTH OF THE WEST END OF A METAL
 CP3107'CULVERT.  IT IS A STANDARD DISK, STAMPED ROUGE 1939,
 CP3107'PROJECTING 3 INCHES.
 CP3107'
 CP3107'REFERENCE MARK NO. 1 IS 175.55 FEET NORTHWEST OF THE STATION,
 CP3107'51 FEET NORTH OF THE CENTER OF STATE HIGHWAY 2, 81 FEET EAST
 CP3107'OF A POWER POLE, 4 FEET SOUTH OF A FENCE LINE, AND 1 FOOT
 CP3107'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CP3107'ROUGE NO 1 1939, PROJECTING 6 INCHES.
 CP3107'
 CP3107'REFERENCE MARK NO. 2 IS 160.54 FEET NORTHEAST OF THE STATION,
 CP3107'49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET
 CP3107'WEST OF THE CENTER OF THE DRIVEWAY TO A GREEN PAINTED HOUSE,
 CP3107'81 FEET SOUTH AND 5.5 FEET WEST OF THE PROJECTED PLANE OF THE
 CP3107'WEST WALL OF THE HOUSE, 8 FEET WEST OF A MIMOSA TREE, AND 1
 CP3107'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 CP3107'STAMPED ROUGE NO 2 1939, PROJECTING 6 INCHES.
 CP3107'
 CP3107'THE AZIMUTH MARK IS 0.75 MILE EAST OF THE STATION, AT THE
 CP3107'FORKS IN THE ROAD, AT THE EAST BASE OF A TRIANGLE FORMED
 CP3107'BY ROADS, 49 FEET SOUTH OF STATE HIGHWAY 2, 40 FEET NORTH
 CP3107'OF THE CENTER OF A GRAVELED ROAD, 33 FEET EAST OF THE CENTER
 CP3107'OF A CONNECTING ROAD, 45 FEET WEST-NORTHWEST OF A POWER
 CP3107'POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 CP3107'DISK, STAMPED ROUGE 1939, FLUSH WITH THE GROUND.
 CP3107
 CP3107                          STATION RECOVERY (1970)
 CP3107
 CP3107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3107'THE STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK
 CP3107'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CP3107'
 CP3107'THE STATION MARK IS LOCATED ON THE NORTH SIDE OF A FIELD
 CP3107'AND WAS IN DANGER OF BEING DESTROYED, THEREFORE THE MARK WAS
 CP3107'LOWERED TO BELOW PLOW DEPTH AT THIS TIME.  THE DISTANCE
 CP3107'TO REFERENCE MARK 1 WAS FOUND IN ERROR BY 0.018 METERS,
 CP3107'REFERENCE MARK 2 WAS IN ERROR BY 0.012 METERS.  THE DIRECTION
 CP3107'BETWEEN THE REFERENCE MARKS CHECKED THE 1939 DATA ADEQUATELY.
 CP3107'
 CP3107'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION MARK.
 CP3107'
 CP3107'A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND ALL
 CP3107'HORIZONTAL ANGLES OBSERVED FROM IT INSTEAD OF THE STATION
 CP3107'MARK, DUE TO CROP CULTIVATION.  A COMPLETE NEW DESCRIPTION
 CP3107'FOLLOWS.
 CP3107'
 CP3107'THE STATION IS ABOUT 11 MILES SOUTH-SOUTHWEST OF BONITA, 3
 CP3107'MILES EAST OF MER ROUGE AND ON LAND OWNED BY MR. W.M. AND
 CP3107'J.A. DAVENPORT, P.O. BOX 158, MER ROUGE, LOUISIANA.  TELEPHONE
 CP3107'NUMBER 647-3901.
 CP3107'
 CP3107'TO REACH THE STATION FROM THE POST OFFICE IN MER ROUGE, GO
 CP3107'EAST ON STATE HIGHWAY 2 FOR 2.75 MILES TO THE STATION ON
 CP3107'THE RIGHT.
 CP3107'
 CP3107'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 CP3107'HIGHWAY 2 FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 CP3107'
 CP3107'STATION SURFACE DISK IS A STANDARD DISK STAMPED ROUGE 1939
 CP3107'1970, IS SET IN THE TOP OF A 20-INCH SQUARE CONCRETE MONUMENT
 CP3107'THAT IS 21 INCHES BELOW THE GROUND SURFACE.  IT IS 71 FEET
 CP3107'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, 30 FEET SOUTH
 CP3107'OF THE NORTH END OF A CULVERT AND 26.5 FEET SOUTHWEST OF
 CP3107'A TELEPHONE POLE.  THE UNDERGROUND DISK IS STAMPED ROUGE
 CP3107'1939, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 CP3107'INCHES BELOW THE GROUND SURFACE.
 CP3107'
 CP3107'REFERENCE MARK 1, A STANDARD DISK STAMPED ROUGE NO 1 1939,
 CP3107'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CP3107'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CP3107'50 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 2 AND 4.5
 CP3107'FEET NORTH OF A METAL WITNESS POST.
 CP3107'
 CP3107'REFERENCE MARK 2, A STANDARD DISK STAMPED ROUGE NO 2 1939,
 CP3107'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CP3107'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 81
 CP3107'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 49 FEET NORTH
 CP3107'OF THE CENTERLINE OF STATE HIGHWAY 2 AND 23 FEET WEST OF
 CP3107'A DRIVEWAY.
 CP3107'
 CP3107'REFERENCE MARK 3, A STANDARD DISK STAMPED ROUGE 1939 NO
 CP3107'3 1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3107'MONUMENT THAT IS 21 INCHES BELOW THE GROUND SURFACE.  IT
 CP3107'IS 65 FEET SOUTHWEST OF A 30-INCH OAK TREE, 54.5 FEET
 CP3107'NORTH-NORTHEAST OF A 16-INCH PINE TREE AND 20 FEET WEST OF
 CP3107'THE CENTER OF A FIELD ROAD.  THE UNDERGROUND DISK IS SET
 CP3107'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CP3107'THE GROUND SURFACE.
 CP3107'
 CP3107'THE AZIMUTH MARK, A STANDARD DISK STAMPED ROUGE 1939, IS
 CP3107'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CP3107'IS FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET SOUTH OF
 CP3107'THE CENTERLINE OF STATE HIGHWAY 2, 41 FEET NORTH OF THE
 CP3107'CENTER OF A GRAVELED ROAD AND 1 FOOT EAST OF A METAL WITNESS
 CP3107'POST.
 CP3107'
 CP3107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES
 CP3107'EAST OF MER ROUGE.
 CP3107
 CP3107                          STATION RECOVERY (1974)
 CP3107
 CP3107'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (HMM)
 CP3107'ROUGE 1939 AND 1970-GOOD.  THE STATION IS IN A FIELD AND
 CP3107'THE SURFACE MARK IS ABOUT 12 IN BELOW THE GROUND.
 CP3107'
 CP3107'THE AZIMUTH MARK IS VISIBLE FROM THE STATION AND THE FOLLOWING
 CP3107'DISTANCE OBTAINED WITH OUR EDM EQUIPMENT 3898.76 FEET.  THE
 CP3107'AZIMUTH IS SHOWN AS 267 DEG 51 MIN 25.9 SEC IN YOUR PUBLICATION
 CP3107'LAII63-G-5017.
 CP3107
 CP3107                          STATION RECOVERY (1976)
 CP3107
 CP3107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LGB)
 CP3107'TO REACH THE STATION FROM THE POST OFFICE IN MER ROUGE, GO EAST ON
 CP3107'HIGHWAY 2 FOR 2.75 MILES TO THE STATION ON THE RIGHT.  STATION
 CP3107'SURFACE DISK IS A STANDARD BRONZE DISK STAMPED ROUGE 1939-1970, IS
 CP3107'SET IN THE TOP OF A 20 INCH SQ. CONCRETE MONUMENT THAT IS 21 INCHES
 CP3107'BELOW THE GROUND SURFACE.  IT IS 71 FEET SOUTH OF CENTERLINE OF
 CP3107'STATE HWY. 2, 30 SOUTH OF THE NORTH END OF A CULVERT AND 26.5 FEET
 CP3107'SOUTHWEST OF A TELEPONE POLE.
 CP3107'
 CP3107'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, ROUGE 1939, SET IN THE
 CP3107'TOP OF A 12 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 CP3107'MARK IS 49 FEET SOUTH OF THE APPROXIMATE CENTER OF HIGHWAY 2, 41
 CP3107'FEET NORTH OF THE APPROXIMATE CENTER OF A B. TOP ROAD AND 1 FOOT
 CP3107'EAST OF A METAL WITNESS POST.
 CP3107
 CP3107                          STATION RECOVERY (1976)
 CP3107
 CP3107'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1976 (LB)
 CP3107'ROUGE 1939 1970 RECOVERED GOOD.
 CP3107'
 CP3107'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.75 MILES EAST OF MER
 CP3107'ROUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3360 ***********************************************************************
 CP3360  DESIGNATION -  ROUGE RM 1
 CP3360  PID         -  CP3360
 CP3360  STATE/COUNTY-  LA/MOREHOUSE
 CP3360  USGS QUAD   -  BONITA SW (1988)
 CP3360
 CP3360                         *CURRENT SURVEY CONTROL
 CP3360  ___________________________________________________________________
 CP3360* NAD 83(1986)-  32 46 06.     (N)    091 44 49.     (W)     SCALED    
 CP3360* NAVD 88     -        27.946  (meters)      91.69   (feet)  ADJUSTED  
 CP3360  ___________________________________________________________________
 CP3360  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP3360  DYNAMIC HT  -          27.916 (meters)      91.59  (feet)  COMP
 CP3360  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 CP3360
 CP3360  VERT ORDER  -  SECOND    CLASS I
 CP3360
 CP3360.The horizontal coordinates were scaled from a topographic map and have
 CP3360.an estimated accuracy of +/- 6 seconds.
 CP3360
 CP3360.The orthometric height was determined by differential leveling
 CP3360.and adjusted by the National Geodetic Survey in July 1998..
 CP3360
 CP3360.The geoid height was determined by GEOID03.
 CP3360
 CP3360.The dynamic height is computed by dividing the NAVD 88
 CP3360.geopotential number by the normal gravity value computed on the
 CP3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3360.degrees latitude (g = 980.6199 gals.).
 CP3360
 CP3360.The modeled gravity was interpolated from observed gravity values.
 CP3360
 CP3360;                    North         East    Units  Estimated Accuracy
 CP3360;SPC LA N     -   251,760.    1,070,560.      MT  (+/- 180 meters Scaled)
 CP3360
 CP3360                          SUPERSEDED SURVEY CONTROL
 CP3360
 CP3360.No superseded survey control is available for this station.
 CP3360
 CP3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS173263(NAD 83)
 CP3360_MARKER: DR = REFERENCE MARK DISK
 CP3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3360_SP_SET: CONCRETE POST
 CP3360_STAMPING: ROUGE NO 1 1939
 CP3360_MARK LOGO: CGS   
 CP3360_PROJECTION: PROJECTING 13 CENTIMETERS
 CP3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3360+STABILITY: SURFACE MOTION
 CP3360
 CP3360  HISTORY     - Date     Condition        Report By
 CP3360  HISTORY     - 1939     MONUMENTED       CGS
 CP3360  HISTORY     - 1986     GOOD             LADTD
 CP3360
 CP3360                          STATION DESCRIPTION
 CP3360
 CP3360'DESCRIBED BY LA TRANSP AND DEV 1986
 CP3360'16.7 KM (10.4 MI) EAST FROM BASTROP.
 CP3360'ABOUT 16.7 KM (10.4 MI) EAST ON STATE HIGHWAY 2 FROM THE COURTHOUSE IN
 CP3360'BASTROP TO THE REFERENCE MARK SET ON THE NORTH SIDE OF THE HIGHWAY,
 CP3360'15.2 METERS (50 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CP3360'THE MARK IS 1.37 METERS  N FROM A WITNESS POST.
 CP3360'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3109 ***********************************************************************
 CP3109  DESIGNATION -  ROUGE RM 3
 CP3109  PID         -  CP3109
 CP3109  STATE/COUNTY-  LA/MOREHOUSE
 CP3109  USGS QUAD   -  BONITA SW (1988)
 CP3109
 CP3109                         *CURRENT SURVEY CONTROL
 CP3109  ___________________________________________________________________
 CP3109* NAD 83(1992)-  32 46 07.45508(N)    091 44 49.45752(W)     ADJUSTED  
 CP3109* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 CP3109  ___________________________________________________________________
 CP3109  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CP3109  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP3109
 CP3109  HORZ ORDER  -  SECOND
 CP3109
 CP3109.The horizontal coordinates were established by classical geodetic methods
 CP3109.and adjusted by the National Geodetic Survey in September 1999..
 CP3109
 CP3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3109
 CP3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3109
 CP3109.The geoid height was determined by GEOID03.
 CP3109
 CP3109;                    North         East     Units Scale Factor Converg.
 CP3109;SPC LA N     -   251,801.733 1,070,547.765   MT  1.00002487   +0 23 53.1
 CP3109;SPC LA N     -   826,119.52  3,512,288.79   sFT  1.00002487   +0 23 53.1
 CP3109;UTM  15      - 3,626,344.187   617,351.652   MT  0.99976981   +0 40 41.6
 CP3109
 CP3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3109!SPC LA N     -   0.99999976  x   1.00002487  =   1.00002463
 CP3109!UTM  15      -   0.99999976  x   0.99976981  =   0.99976957
 CP3109
 CP3109:                Primary Azimuth Mark                     Grid Az
 CP3109:SPC LA N     -  ROUGE AZ MK                              090 56 28.5
 CP3109:UTM  15      -  ROUGE AZ MK                              090 39 40.0
 CP3109
 CP3109|---------------------------------------------------------------------|
 CP3109| PID    Reference Object                     Distance      Geod. Az  |
 CP3109|                                                           dddmmss.s |
 CP3109| CY4637 ROUGE AZ MK                                        0912021.6 |
 CP3109| CP3107 ROUGE                                74.254 METERS 16747     |
 CP3109| CP3129 COLLINSTON MUNICIPAL TANK           APPROX.14.5 KM 2324742.3 |
 CP3109|---------------------------------------------------------------------|
 CP3109
 CP3109                          SUPERSEDED SURVEY CONTROL
 CP3109
 CP3109  NAD 83(1992)-  32 46 07.45556(N)    091 44 49.45682(W) AD(       ) 2
 CP3109  NAD 83(1986)-  32 46 07.46711(N)    091 44 49.45052(W) AD(       ) 2
 CP3109  NAD 27      -  32 46 06.97991(N)    091 44 49.00289(W) AD(       ) 2
 CP3109  NGVD 29 (07/19/86)   27.5    (m)           90.     (f) VERT ANG       
 CP3109
 CP3109.Superseded values are not recommended for survey control.
 CP3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3109.See file dsdata.txt to determine how the superseded data were derived.
 CP3109
 CP3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1735226344(NAD 83)
 CP3109_MARKER: DS = TRIANGULATION STATION DISK
 CP3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3109
 CP3109  HISTORY     - Date     Condition        Report By
 CP3109  HISTORY     - 1970     MONUMENTED       NGS
 CP3109
 CP3109                          STATION DESCRIPTION
 CP3109
 CP3109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3109'STATION IS ABOUT 11 MILES SOUTH-SOUTHWEST OF BONITA, 3 MILES
 CP3109'EAST OF MER ROUGE AND ON LAND WHICH IS OWNED BY
 CP3109'MR. ERNEST SHOCKEY OF ROUTE 1, MER ROUGE, LOUISIANA, TELEPHONE
 CP3109'NUMBER 647-3489.
 CP3109'
 CP3109'STATION IS REACHED FROM THE POST OFFICE IN MER ROUGE.  GO
 CP3109'EAST ON STATE HIGHWAY 2 FOR 2.75 MILES TO STATION ON THE LEFT.
 CP3109'
 CP3109'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO EAST ON
 CP3109'HIGHWAY 2 FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 CP3109'
 CP3109'STATION MARKS ARE STANDARD DISKS, STAMPED ROUGE 1939 RM 3
 CP3109'1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CP3109'CYLINDRICAL CONCRETE MONUMENT 21 INCHES BELOW THE GROUND
 CP3109'SURFACE.  IT IS 65.0 FEET SOUTHWEST OF A 30-INCH OAK TREE,
 CP3109'54.5 FEET NORTH-NORTHWEST OF A 16-INCH PINE TREE AND 20
 CP3109'FEET WEST OF THE APPROXIMATE CENTER OF A FIELD ROAD.  THE
 CP3109'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3109'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3109'
 CP3109'THE STATION SURFACE DISK OF TRIANGULATION STATION ROUGE
 CP3109'1939 IS STAMPED ROUGE 1939 1970, SET IN THE TOP OF A
 CP3109'20-INCH SQUARE CONCRETE MONUMENT 21 INCHES BELOW THE GROUND
 CP3109'SURFACE.  THE UNDERGROUND DISK IS STAMPED ROUGE 1939, SET IN THE
 CP3109'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CP3109'GROUND SURFACE.  MARK IS 71 FEET SOUTH OF THE APPROXIMATE
 CP3109'CENTER OF STATE HIGHWAY 2, 30 FEET SOUTH OF THE NORTH END OF A
 CP3109'CULVERT AND 26.5 FEET SOUTHWEST OF A TELEPHONE POLE.
 CP3109'
 CP3109'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, ROUGE 1939,
 CP3109'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT IS FLUSH
 CP3109'WITH THE GROUND SURFACE.  MARK IS 49 FEET SOUTH OF THE
 CP3109'APPROXIMATE CENTER OF A GRAVELED ROAD AND 1 FOOT EAST OF A
 CP3109'METAL WITNESS POST.
 CP3109'
 CP3109'HEIGHT OF LIGHT ABOVE STATION MARK 39.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1521 ***********************************************************************
 CP1521  DESIGNATION -  ROUNDAWAY BOLT
 CP1521  PID         -  CP1521
 CP1521  STATE/COUNTY-  LA/MADISON
 CP1521  USGS QUAD   -  BEDFORD (1963)
 CP1521
 CP1521                         *CURRENT SURVEY CONTROL
 CP1521  ___________________________________________________________________
 CP1521* NAD 83(1986)-  32 13 49.     (N)    091 04 59.     (W)     SCALED    
 CP1521* NAVD 88     -        22.57   (+/-2cm)      74.0    (feet)  VERTCON   
 CP1521  ___________________________________________________________________
 CP1521  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP1521
 CP1521  VERT ORDER  -  ? (See Below)
 CP1521
 CP1521.The horizontal coordinates were scaled from a topographic map and have
 CP1521.an estimated accuracy of +/- 6 seconds.
 CP1521
 CP1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1521.The vertical order pertains to the NGVD 29 superseded value.
 CP1521
 CP1521.The geoid height was determined by GEOID03.
 CP1521
 CP1521;                    North         East    Units  Estimated Accuracy
 CP1521;SPC LA N     -   192,720.    1,133,540.      MT  (+/- 180 meters Scaled)
 CP1521
 CP1521                          SUPERSEDED SURVEY CONTROL
 CP1521
 CP1521  NGVD 29 (??/??/92)   22.593  (m)           74.12   (f) ADJ UNCH    ?  
 CP1521
 CP1521.Superseded values are not recommended for survey control.
 CP1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1521.See file dsdata.txt to determine how the superseded data were derived.
 CP1521
 CP1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR806675(NAD 83)
 CP1521_MARKER: B = BOLT
 CP1521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1521_SP_SET: TILE
 CP1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1521
 CP1521  HISTORY     - Date     Condition        Report By
 CP1521  HISTORY     - UNK      MONUMENTED       DOD
 CP1521  HISTORY     - 1934     GOOD             DOD
 CP1521  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1521
 CP1521                          STATION DESCRIPTION
 CP1521
 CP1521'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1521'2.5 MI E FROM KING.
 CP1521'P.B.M. IS TILE AND PIPE WITH BRASS CAP ON RIGHT BANK OF MISSISSIPPI
 CP1521'RIVER, IN MADISON PARISH, LA., APPROXIMATELY 2-1/2 MILES ABOVE KINGS,
 CP1521'LA.  POST OFFICE.  ON OLD CHELULA PLANTATION.  45 METERS LANDWARD FROM
 CP1521'CENTER LINE OF LEVEE AT A POINT 650 METERS UPSTREAM FROM A POINT WHERE
 CP1521'LEVEE CROSSES BAYOU ROUNDAWAY.  225 METERS UPSTREAM FROM EDGE OF TALL
 CP1521'TIMBER.  TOP OF CAP IS ABOUT 18 IN. ABOVE GROUND.  NOTE-- 14 IN. PECAN
 CP1521'TREE 28.1 METERS UPSTREAM AND SLIGHTLY LANDWARD.  25 METERS RIVERSIDE
 CP1521'AND 15 METERS DOWNSTREAM FROM 3 STUMPS OR LOGS STACKED TOGETHER. 16
 CP1521'IN. ASH 20.8 METERS LANDWARD AND DOWNSTREAM.
 CP1521
 CP1521                          STATION RECOVERY (1963)
 CP1521
 CP1521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1520 ***********************************************************************
 CP1520  DESIGNATION -  ROUNDAWAY CAP
 CP1520  PID         -  CP1520
 CP1520  STATE/COUNTY-  LA/MADISON
 CP1520  USGS QUAD   -  BEDFORD (1963)
 CP1520
 CP1520                         *CURRENT SURVEY CONTROL
 CP1520  ___________________________________________________________________
 CP1520* NAD 83(1986)-  32 13 49.     (N)    091 04 59.     (W)     SCALED    
 CP1520* NAVD 88     -        23.77   (+/-2cm)      78.0    (feet)  VERTCON   
 CP1520  ___________________________________________________________________
 CP1520  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP1520
 CP1520  VERT ORDER  -  ? (See Below)
 CP1520
 CP1520.The horizontal coordinates were scaled from a topographic map and have
 CP1520.an estimated accuracy of +/- 6 seconds.
 CP1520
 CP1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1520.The vertical order pertains to the NGVD 29 superseded value.
 CP1520
 CP1520.The geoid height was determined by GEOID03.
 CP1520
 CP1520;                    North         East    Units  Estimated Accuracy
 CP1520;SPC LA N     -   192,720.    1,133,540.      MT  (+/- 180 meters Scaled)
 CP1520
 CP1520                          SUPERSEDED SURVEY CONTROL
 CP1520
 CP1520  NGVD 29 (??/??/92)   23.798  (m)           78.08   (f) ADJ UNCH    ?  
 CP1520
 CP1520.Superseded values are not recommended for survey control.
 CP1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1520.See file dsdata.txt to determine how the superseded data were derived.
 CP1520
 CP1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR806675(NAD 83)
 CP1520_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1520_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1520_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1520
 CP1520  HISTORY     - Date     Condition        Report By
 CP1520  HISTORY     - UNK      MONUMENTED       DOD
 CP1520  HISTORY     - 1934     GOOD             DOD
 CP1520  HISTORY     - 1963     MARK NOT FOUND   USGS
 CP1520
 CP1520                          STATION DESCRIPTION
 CP1520
 CP1520'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1520'2.5 MI E FROM KING.
 CP1520'P.B.M. IS TILE AND PIPE WITH BRASS CAP ON RIGHT BANK OF MISSISSIPPI
 CP1520'RIVER, IN MADISON PARISH, LA., APPROXIMATELY 2-1/2 MILES ABOVE KINGS,
 CP1520'LA. POST OFFICE.  ON OLD CHELULA PLANTATION.  45 METERS LANDWARD FROM
 CP1520'CENTER LINE OF LEVEE AT A POINT 650 METERS UPSTREAM FROM A POINT WHERE
 CP1520'LEVEE CROSSES BAYOU ROUNDAWAY.  225 METERS UPSTREAM FROM EDGE OF TALL
 CP1520'TIMBER.  TOP OF CAP IS ABOUT 18 IN. ABOVE GROUND.  NOTE-- 14 IN. PECAN
 CP1520'TREE 28.1 METERS UPSTREAM AND SLIGHTLY LANDWARD.  25 METERS RIVERSIDE
 CP1520'AND 15 METERS DOWNSTREAM FROM 3 STUMPS OR LOGS STACKED TOGETHER. 16
 CP1520'IN. ASH 20.8 METERS LANDWARD AND DOWNSTREAM.
 CP1520
 CP1520                          STATION RECOVERY (1963)
 CP1520
 CP1520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CP1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1436 ***********************************************************************
 AT1436  DESIGNATION -  ROWL
 AT1436  PID         -  AT1436
 AT1436  STATE/COUNTY-  LA/PLAQUEMINES
 AT1436  USGS QUAD   -  CHALMETTE (1994)
 AT1436
 AT1436                         *CURRENT SURVEY CONTROL
 AT1436  ___________________________________________________________________
 AT1436* NAD 83(1992)-  29 52 43.89477(N)    089 56 31.34533(W)     ADJUSTED  
 AT1436* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AT1436  **This station is located in a subsidence area (see below).
 AT1436  ___________________________________________________________________
 AT1436  X           -       5,599.067 (meters)                     COMP
 AT1436  Y           -  -5,534,935.387 (meters)                     COMP
 AT1436  Z           -   3,158,725.428 (meters)                     COMP
 AT1436  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1436  ELLIP HEIGHT-         -23.54  (meters)          (02/12/02) GPS OBS
 AT1436  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AT1436  DYNAMIC HT  -           2.5   (meters)       8.    (feet)  COMP
 AT1436  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 AT1436
 AT1436  HORZ ORDER  -  B
 AT1436  ELLP ORDER  -  FOURTH    CLASS II
 AT1436
 AT1436.The horizontal coordinates were established by GPS observations
 AT1436.and adjusted by the National Geodetic Survey in August 1994..
 AT1436
 AT1436 ** The orthometric height has not been validated since last determined
 AT1436 ** by differential leveling and should not be used for control purposes.
 AT1436 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1436 ** area with valid NAVD 88 orthometric heights.
 AT1436 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1436 ** epoch indicated which incorporates improved geoid heights for the
 AT1436 ** Southern Louisiana Subsidence area.
 AT1436 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1436.The orthometric height was scaled from a topographic map.
 AT1436
 AT1436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1436
 AT1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1436
 AT1436.The ellipsoidal height was determined by GPS observations
 AT1436.and is referenced to NAD 83.
 AT1436
 AT1436.The geoid height was determined by GEOID03.
 AT1436
 AT1436.The dynamic height is computed by dividing the NAVD 88
 AT1436.geopotential number by the normal gravity value computed on the
 AT1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1436.degrees latitude (g = 980.6199 gals.).
 AT1436
 AT1436.The modeled gravity was interpolated from observed gravity values.
 AT1436
 AT1436;                    North         East     Units Scale Factor Converg.
 AT1436;SPC LA S     -   153,654.690 1,134,390.446   MT  0.99992800   +0 41 44.4
 AT1436;SPC LA S     -   504,115.43  3,721,745.99   sFT  0.99992800   +0 41 44.4
 AT1436;UTM  16      - 3,308,998.587   215,839.671   MT  1.00059638   -1 27 59.8
 AT1436;UTM  15      - 3,309,291.037   795,361.813   MT  1.00067650   +1 31 28.1
 AT1436
 AT1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1436!SPC LA S     -   1.00000370  x   0.99992800  =   0.99993170
 AT1436!UTM  16      -   1.00000370  x   1.00059638  =   1.00060008
 AT1436!UTM  15      -   1.00000370  x   1.00067650  =   1.00068020
 AT1436
 AT1436                          SUPERSEDED SURVEY CONTROL
 AT1436
 AT1436  ELLIP H (08/30/94)  -23.51   (m)                       GP(       ) 2 2
 AT1436
 AT1436.Superseded values are not recommended for survey control.
 AT1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1436.See file dsdata.txt to determine how the superseded data were derived.
 AT1436
 AT1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1584008999(NAD 83)
 AT1436_MARKER: DD = SURVEY DISK
 AT1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1436_STAMPING: ROWL 1993
 AT1436_MARK LOGO: NOS   
 AT1436_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AT1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1436+STABILITY: SURFACE MOTION
 AT1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1436+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1996
 AT1436
 AT1436  HISTORY     - Date     Condition        Report By
 AT1436  HISTORY     - 1993     MONUMENTED       NOS
 AT1436  HISTORY     - 19960207 GOOD             NGS
 AT1436
 AT1436                          STATION DESCRIPTION
 AT1436
 AT1436'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AT1436'LOCATED JUST SOUTH OF THE CITY OF NEW ORLEANS ON THE NORTH SIDE OF
 AT1436'BELLE CHASSE AT THE U.S. COAST GUARD NEW ORLEANS NMG COMMUNICATIONS
 AT1436'STATION IN AN ANTENNA FARM.  POINT OF CONTACT - LT. DAVID ROWLETT,
 AT1436'U.S. COAST GUARD EIGHTH DISTRICT, 501 MAGAZINE STREET, NEW ORLEANS,
 AT1436'LA. 70130-3396, PHONE - 504-589-6235.  REACHED FROM THE JUNCTION OF
 AT1436'BUSINESS ROUTE US90 (WEST BANK EXPRESSWAY) AND LA HIGHWAY 428
 AT1436'(GENERAL DEGAULLE BOULEVARD) ON THE NORTHEAST SIDE OF GRETNA GO
 AT1436'SOUTHEAST ON GENERAL DEGAULLE BOULEVARD FOR 4.5 MI (7.2 KM) ACROSS
 AT1436'THE INTERCOASTAL WATERWAY TO THE JUNCTION WITH LA HWY 406.  TURN LEFT
 AT1436'ON LA HWY 406 AND GO SOUTHWEST FOR 0.6 MI (1.0 KM) TO F.W. HEBERT
 AT1436'BOULEVARD ON THE LEFT, TURN LEFT AND PROCEED SOUTHEAST FOR 1.4 MI
 AT1436'(2.3 KM) TO A T JUNCTION (MAIN STREET), TURN LEFT AT THE T JUNCTION
 AT1436'AND PROCEED EAST AND SOUTHEAST FOR 1.2 MI (1.9 KM) TO A GATE AT THE
 AT1436'ENTRANCE TO THE NEW ORLEANS COAST GUARD COMMUNICATIONS STATION, PASS
 AT1436'THROUGH THE GATE AND CONTINUE SOUTHEAST FOR 0.25 MI (0.40 KM) TO A
 AT1436'CROSSROADS AND THE COAST GUARD OFFICE ON THE RIGHT, CONTINUE AHEAD
 AT1436'(SOUTHEAST) FOR 0.45 MI (0.72 KM) INTO THE ANTENNA FARM AND THE
 AT1436'STATION ON THE RIGHT IN AN OPEN FIELD ABOUT 38 METERS (124.7 FT)
 AT1436'DISTANT FROM THE EDGE OF THE ROAD.  IT IS AN NOS BRONZE DISK SET IN
 AT1436'CONCRETE INSIDE A 10 CM DIAMETER PVC SLEEVE SET IN A CONCRETE
 AT1436'MONUMENT.  THE DISK IS AT ABOUT GROUND LEVEL RECESSED IN THE PVC
 AT1436'SLEEVE AND CONCRETE MONUMENT.  IT IS, 38 METERS (124.7 FT) SOUTHWEST
 AT1436'OF THE EDGE OF THE ROAD, 100 METERS (328.1 FT) NORTHEAST OF THE
 AT1436'NORTHEAST BASE OF AN EARTHEN LEVEE BORDERING THE MISSISSIPPI RIVER,
 AT1436'64 METERS (210.0 FT) NORTHWEST OF A TREE LINE AND 7.3 METERS
 AT1436'(24.0 FT) NORTH BY NORTH-NORTHEAST OF THE CENTER OF A PROPOSED
 AT1436'ANTENNA SITE.  NOTE THAT THIS STATION IS INTENDED AS A PERMANENT
 AT1436'REFERENCE GPS ANTENNA SITE FOR A U.S. COAST GUARD DIFFERENTIAL GPS
 AT1436'NAVIGATION TRANSMITTER. DESCRIBED BY C.S. MIDDLETON JR.
 AT1436
 AT1436                          STATION RECOVERY (1996)
 AT1436
 AT1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 AT1436'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2681 ***********************************************************************
 BK2681  DESIGNATION -  ROY
 BK2681  PID         -  BK2681
 BK2681  STATE/COUNTY-  LA/ST LANDRY
 BK2681  USGS QUAD   -  SUNSET (1983)
 BK2681
 BK2681                         *CURRENT SURVEY CONTROL
 BK2681  ___________________________________________________________________
 BK2681* NAD 83(1992)-  30 29 11.89937(N)    092 05 36.65584(W)     ADJUSTED  
 BK2681* NAVD 88     -        19.01   (+/-2cm)      62.4    (feet)  VERTCON   
 BK2681  ___________________________________________________________________
 BK2681  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2681  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2681
 BK2681  HORZ ORDER  -  FIRST
 BK2681  VERT ORDER  -  THIRD ? (See Below)
 BK2681
 BK2681.The horizontal coordinates were established by classical geodetic methods
 BK2681.and adjusted by the National Geodetic Survey in January 1993..
 BK2681
 BK2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2681.The vertical order pertains to the NGVD 29 superseded value.
 BK2681
 BK2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2681
 BK2681.The geoid height was determined by GEOID03.
 BK2681
 BK2681;                    North         East     Units Scale Factor Converg.
 BK2681;SPC LA S     -   220,452.229   927,016.694   MT  0.99996157   -0 22 48.4
 BK2681;SPC LA S     -   723,267.02  3,041,387.27   sFT  0.99996157   -0 22 48.4
 BK2681;UTM  15      - 3,373,060.045   587,000.391   MT  0.99969337   +0 27 35.7
 BK2681
 BK2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2681!SPC LA S     -   1.00000132  x   0.99996157  =   0.99996289
 BK2681!UTM  15      -   1.00000132  x   0.99969337  =   0.99969469
 BK2681
 BK2681:                Primary Azimuth Mark                     Grid Az
 BK2681:SPC LA S     -  OPELOUSAS PRODUCT CO TANK                006 20 24.3
 BK2681:UTM  15      -  OPELOUSAS PRODUCT CO TANK                005 30 00.2
 BK2681
 BK2681|---------------------------------------------------------------------|
 BK2681| PID    Reference Object                     Distance      Geod. Az  |
 BK2681|                                                           dddmmss.s |
 BK2681| BK2637 OPELOUSAS PRODUCT CO TANK           APPROX. 6.0 KM 0055735.9 |
 BK2681| BK2635 OPELOUSAS MUN TANK                  APPROX. 5.3 KM 0100651.4 |
 BK2681| BK0109 OPELOUSAS                           APPROX. 5.3 KM 0101801.8 |
 BK2681| BK2634 ST LANDRY PARISH CTHSE CUP          APPROX. 5.3 KM 0104747.4 |
 BK2681| BK2693 ROY RM 3                             22.488 METERS 09605     |
 BK2681| CW2281 ROY AZ MK 2                                        1043103.3 |
 BK2681| BJ5208 GL SINGLETON ESTATE TANK            APPROX.18.0 KM 1243902.4 |
 BK2681| BK3387 ROY 2                                32.793 METERS 16114     |
 BK2681| CW2282 ROY RM 1                             36.402 METERS 24440     |
 BK2681| BK3393 ROY AZ MK                           400.642 METERS 2564641.3 |
 BK2681| CW2283 ROY RM 2                             40.659 METERS 31951     |
 BK2681|---------------------------------------------------------------------|
 BK2681
 BK2681                          SUPERSEDED SURVEY CONTROL
 BK2681
 BK2681  NAD 83(1986)-  30 29 11.91943(N)    092 05 36.65036(W) AD(       ) 1
 BK2681  NAD 27      -  30 29 11.21132(N)    092 05 36.21620(W) AD(       ) 1
 BK2681  NGVD 29 (07/19/86)   18.97   (m)           62.2    (f) LEVELING    3  
 BK2681
 BK2681.Superseded values are not recommended for survey control.
 BK2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2681.See file dsdata.txt to determine how the superseded data were derived.
 BK2681
 BK2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8700073060(NAD 83)
 BK2681_MARKER: DS = TRIANGULATION STATION DISK
 BK2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2681_STAMPING: ROY 1935
 BK2681_MARK LOGO: CGS   
 BK2681_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2681+STABILITY: SURFACE MOTION
 BK2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2681+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BK2681
 BK2681  HISTORY     - Date     Condition        Report By
 BK2681  HISTORY     - 1935     MONUMENTED       CGS
 BK2681  HISTORY     - 1960     GOOD             CGS
 BK2681  HISTORY     - 1967     GOOD             CGS
 BK2681  HISTORY     - 1968     GOOD             USGS
 BK2681  HISTORY     - 1969     GOOD             CGS
 BK2681  HISTORY     - 19810331 GOOD             NGS
 BK2681  HISTORY     - 20040616 GOOD             INDIV
 BK2681
 BK2681                          STATION DESCRIPTION
 BK2681
 BK2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2681'ABOUT 3.3 MILES SSW OF OPELOUSAS, ON LAND BELONGING TO AND
 BK2681'OCCUPIED BY C.W. ROY, 165 FEET SSW OF THE SW CORNER OF THE
 BK2681'HOUSE, 113 FEET S OF AN E-W PICKET AND HEDGE FENCE, 133 FEET
 BK2681'W OF A 10-INCH OAK TREE, 31 FEET ESE OF A 10-INCH PECAN TREE
 BK2681'IN THE HIGHWAY RIGHT-OF-WAY NEAR THE NW CORNER OF THE LOT,
 BK2681'26 FEET SW OF A HEN HOUSE, AND 10 FEET N OF A 3-INCH OAK TREE.
 BK2681'
 BK2681'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 BK2681'THE MARK PROJECTS 8 INCHES
 BK2681'ABOVE THE GROUND.
 BK2681'
 BK2681'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK2681'PROJECTS 5 INCHES AND IS IN THE
 BK2681'W LINE OF THE RIGHT-OF-WAY OF STATE HIGHWAY 5, 38 FEET W OF
 BK2681'THE CENTER LINE OF THE HIGHWAY, 150 FEET NORTH OF A T-ROAD
 BK2681'INTERSECTION, 2 FEET E OF A N-S FENCE LINE, AND 119.34 FEET
 BK2681'(36.37 METERS) FROM THE STATION S 64 DEG 40 MIN W.
 BK2681'
 BK2681'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK2681'PROJECTS 5 INCHES AND IS IN THE
 BK2681'W LINE OF THE RIGHT-OF-WAY, 38 FEET W OF THE CENTER LINE OF
 BK2681'THE HIGHWAY, 2 FEET E OF THE N-S FENCE LINE, 154.54 FEET
 BK2681'(47.10 METERS) FROM REFERENCE MARK NO. 1, AND 133.34 FEET
 BK2681'(40.64 METERS) FROM THE STATION N 40 DEG 09 MIN W.
 BK2681'
 BK2681'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK2681'PROJECTS 8 INCHES AND IS IN THE E-W
 BK2681'FENCE LINE, 20 FEET N OF THE CENTER LINE OF A DIRT ROAD,
 BK2681'30 FEET E OF THE FENCE LINE AND HEDGE AT AN ANGLE, 45 FEET
 BK2681'SSE OF A 12-INCH CATALPA TREE, AND APPROXIMATELY 0.2 MILE
 BK2681'FROM THE STATION S 76 DEG 47 MIN W.
 BK2681
 BK2681                          STATION RECOVERY (1960)
 BK2681
 BK2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2681'THE STATION WAS VISITED 11-19-59 AND THE STATION MARK AND
 BK2681'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BK2681'THE AZIMUTH MARK WAS FOUND WITH THE DISK LOOSE IN THE CONCRETE
 BK2681'POST, THIS WAS REMEDIED BY REINFORCING WITH CONCRETE.  A NEW
 BK2681'DESCRIPTION FOLLOWS--
 BK2681'
 BK2681'THE STATION IS LOCATED ABOUT 3.25 MILES SOUTH OF OPELOUSAS
 BK2681'ON PROPERTY OWNED BY MR. C.W. ROY.  IT IS IN THE NORTHWEST
 BK2681'CORNER OF A LARGE FIELD, 200 FEET NORTH OF THE PROJECTED
 BK2681'CENTER OF A GRAVELED ROAD LEADING WEST, 165 FEET SOUTH-SOUTHWEST
 BK2681'OF THE SOUTH WEST CORNER OF A LARGE WHITE HOUSE, 61 FEET WEST
 BK2681'OF THE CENTER OF U.S. HIGHWAY 167, 9 FEET NORTH OF A 2-FOOT
 BK2681'OAK TREE, 68 FEET SOUTH-SOUTHEAST OF A POWER POLE, 115.5 FEET
 BK2681'SOUTH OF A LARGE CONCRETE CORNER POST OF THE SOUTHWEST CORNER
 BK2681'OF THE YARD, 87 FEET WEST OF THE PROJECTED PLANE OF THE
 BK2681'WEST WALL OF A LARGE WHITE HOUSE AND 1 FOOT EAST OF A METAL
 BK2681'WITNESS POST.  IT IS A STANDARD DISK, STAMPED ROY 1935,
 BK2681'PROJECTING 3 INCHES.
 BK2681'
 BK2681'REFERENCE MARK NO. 1 IS 119.34 FEET WEST-SOUTHWEST OF THE
 BK2681'STATION, 38 FEET WEST OF THE CENTER OF U.S. HIGHWAY 167,
 BK2681'69 FEET NORTH OF A SMALL GATE AND SIDE WALK LEADING TO THE
 BK2681'HOUSE WEST OF THE ROAD, 22 FEET NORTH-NORTHEAST OF A GAS
 BK2681'METER, 2.5 FEET EAST OF A FENCE LINE. 49 FEET SOUTH OF A
 BK2681'T FENCE CORNER, 35 FEET NORTH OF THE PROJECTED PLANE OF THE
 BK2681'NORTH WALL OF A WHITE HOUSE WEST OF THE ROAD.  IT IS A STANDARD
 BK2681'DISK, STAMPED ROY NO 1 1935, PROJECTING 5 INCHES.
 BK2681'
 BK2681'REFERENCE MARK NO. 2 IS 133.34 FEET NORTHWEST OF THE STATION,
 BK2681'100 FEET NORTH OF A TELEPHONE POLE NO. 162, 39 FEET WEST
 BK2681'OF THE CENTER OF U.S. HIGHWAY 167, 106 FEET NORTH OF A T FENCE
 BK2681'CORNER, 1 FOOT EAST OF A FENCE LINE, AND 53 FEET SOUTH OF THE
 BK2681'PROJECTED PLANE OF SOUTH WALL OF THE LARGE WHITE HOUSE EAST
 BK2681'OF THE HIGHWAY.  IT IS A STANDARD DISK, STAMPED ROY NO 1 1935,
 BK2681'PROJECTING 5 INCHES.
 BK2681'
 BK2681'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 154.54
 BK2681'FEET.
 BK2681'
 BK2681'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, 22 FEET
 BK2681'NORTH OF THE CENTER OF A GRAVELED ROAD, 32 FEET EAST OF A
 BK2681'FENCE CORNER, 44 FEET EAST OF THE CENTER OF A DIM ROAD LEADING
 BK2681'NORTHEAST, 2 FEET SOUTH OF A FENCE LINE, 29 FEET EAST OF A
 BK2681'TWIN OAK TREE IN A FENCE CORNER, AND 1 FOOT NORTH OF A METAL
 BK2681'WITNESS POST.  IT IS A STANDARD DISK, STAMPED ROY AZIMUTH 1935,
 BK2681'PROJECTING 8 INCHES.
 BK2681'
 BK2681'TO REACH THE STATION FROM OPELOUSES GO SOUTH ON U.S. HIGHWAY
 BK2681'167 FOR 3.25 MILES TO THE MARK ON THE LEFT.
 BK2681'
 BK2681'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S.
 BK2681'HIGHWAY 167 FOR ABOUT 200 FEET TO A SIDE ROAD RIGHT, TURN
 BK2681'RIGHT AND GO WEST FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BK2681
 BK2681                          STATION RECOVERY (1967)
 BK2681
 BK2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RT)
 BK2681'THIS STATION AND REFERENCE MARKS FOUND TO BE IN GOOD CONDITION.  THE
 BK2681'STATION IS LOCATED ABOUT 3.3 MILES SOUTH OF OPELOUSAS, ON LAND OWNED
 BK2681'BY MRS. C. W. ROY.  THE STATION IS SET TO THE EAST OF STATE HIGHWAY
 BK2681'182 NEAR THE ROY HOUSE AND THE LOUISIANA FORESTRY BUILDING, 1.25
 BK2681'FEET EAST OF A METAL WITNESS POST AND SIGN, 28.55 FEET WEST OF A
 BK2681'14 INCH LIVE OAK TREE, 27.20 FEET NORTH OF THE ENTRANCE TO THE
 BK2681'ROYAL HIGHWAY 182, 67.50 FEET EAST OF THE CENTERLINE OF STATE
 BK2681'HIGHWAY 182, 67.50 FEET SOUTH OF POWER POLE NO. 121, 185.60 FEET
 BK2681'NORTH OF THE LOUISIANA WILDLIFE AND FISHERIES BUILDING
 BK2681'(DISTRICT 6) AND 119.35 FEET NORTHEAST OF REFERENCE MARK NO. 1 AND
 BK2681'133.20 FEET SOUTHEAST OF REFERENCE MARK NO. 2.
 BK2681'
 BK2681'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A SQUARE
 BK2681'CONCRETE POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 BK2681'THE GROUND.  STATION IS STAMPED ROY 1935.
 BK2681'
 BK2681'TO REACH THIS STATION AND REFERENCE MARKS FOLLOW STATE HIGHWAY 182
 BK2681'SOUTH FOR 3.3 MILES FROM OPELOUSAS, TO THE STATION WHICH IS SET TO
 BK2681'THE EAST OF THE HIGHWAY NEAR MRS. C. W. ROYS HOUSE AND THE
 BK2681'LOUISIANA WILDLIFE BUILDING.
 BK2681'
 BK2681'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BK2681'38 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 182, 150 FEET NORTH
 BK2681'OF A BLACKTOP ROAD LEADING WEST, AND IN FRONT OF A FRAME HOUSE,
 BK2681'119.35 FEET WEST OF STATION ROY.
 BK2681'
 BK2681'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BK2681'133.20 FEET NORTHWEST OF STATION ROY, 38 FEET WEST OF THE CENTERLINE
 BK2681'OF STATE HIGHWAY 182 NEAR THE RIGHT OF WAY FENCE.
 BK2681'
 BK2681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.3 MILES SOUTH OF
 BK2681'OPELOUSAS.
 BK2681
 BK2681                          STATION RECOVERY (1968)
 BK2681
 BK2681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 BK2681'STA. MK., AZI. MK., AND REF. MKS. WERE RECOVERED AND FOUND
 BK2681'IN GOOD CONDITION AS DESCRIBED.
 BK2681'
 BK2681'DISTANCES AND DIRECTIONS TO REF. MKS. AND AZI. MK. CHECKED.
 BK2681'
 BK2681'THE OLD DESCRIPTION IS ADEQUATE, EXCEPT THAT STA. MK. AND REF.
 BK2681'MKS. ARE ALONG STATE HWY. 182 INSTEAD OF U.S. HWY. 167.
 BK2681
 BK2681                          STATION RECOVERY (1969)
 BK2681
 BK2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2681'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 BK2681'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER VISIBLE
 BK2681'DUE TO TREES ON LINE.  A TOWER COULD NOT BE ERECTED OVER THE
 BK2681'STATION DUE TO OVERHEAD POWER LINES.  A NEW AZIMUTH MARK AND A
 BK2681'REFERENCE MARK 3 WERE ESTABLISHED.  REFERENCE MARK 3 WAS OCCUPIED AS
 BK2681'A STATION AND A TRAVERSE CONNECTION MADE.
 BK2681'
 BK2681'SEE DESCRIPTION FOR ROY RM 3 FOR COMPLETE NEW DESCRIPTION OF ALL
 BK2681'MARKS.
 BK2681
 BK2681                          STATION RECOVERY (1981)
 BK2681
 BK2681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BK2681'THE STATION MARK, RM 1, RM 2, RM 3 AND THE 1935 AZIMUTH MARK WERE
 BK2681'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1969 AZIMUTH MARK WAS
 BK2681'FOUND DESTROYED AND THE DISK WAS RECLAIMED THIS DATE.  DUE TO
 BK2681'SUB-DIVISION CONSTRUCTION OF THE STATION MARK AND RM 3 WERE REPORTED
 BK2681'TO BE RELOCATED.  THIS DATE STATION ROY 2 AND RM 4 WERE ESTABLISHED,
 BK2681'HOWEVER AFTER THE CONSTRUCTION AT THIS SITE WAS COMPLETED, THE STATION
 BK2681'SITE WAS VISITED AND THE CONTRACTOR HAD PRESERVED THE ORIGINAL STATION
 BK2681'MARK BY PLACING A FORM AROUND THE MARK BEFORE POURING THE CONCRETE FOR
 BK2681'PARKING AREA, RM 3 NOT FOUND.  FOLLOWING ARE ADDITIONAL NOTES FOR THE
 BK2681'STATION MARK, AND THE AZIMUTH MARK.
 BK2681' 
 BK2681'THE STATION MARK IS 12.8 METERS (35.4 FT) SOUTHWEST OF THE SOUTHEAST
 BK2681'CORNER OF A BRICK APARTMENT BUILDING, 6.6 METERS (21.8 FT) SOUTH OF
 BK2681'THE SOUTHWEST CORNER OF THE BRICK BUILDING, 0.9 METER (3 FT) EAST OF A
 BK2681'METAL WITNESS POST, 0.5 METER (1.7 FT) EAST OF THE WEST EDGE OF
 BK2681'CONCRETE SLAB PARKING AREA, THE MARK IS IN AN 18 INCH SQUARE HOLE IN
 BK2681'THE CONCRETE SLAB AND 1 INCH BELOW THE SURFACE.
 BK2681' 
 BK2681'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE HIGHWAY
 BK2681'182 FOR 0.16 KM (0.1 MI) TO A ROAD ON THE RIGHT, TURN RIGHT AND GO
 BK2681'WEST ON A BLACKTOP ROAD FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON
 BK2681'THE RIGHT, 13.4 METERS (44 FT) EAST OF THE CENTER OF A NARROW BLACKTOP
 BK2681'ROAD LEADING NORTHEAST, 9.8 METERS (32 FT) EAST OF A FENCE CORNER, 6.7
 BK2681'METERS (22 FT) NORTH OF THE CENTER OF THE BLACKTOP ROAD AND .61 METERS
 BK2681'(2 FT) SOUTH OF A FENCE.
 BK2681
 BK2681                          STATION RECOVERY (2004)
 BK2681
 BK2681'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JHM)
 BK2681'RECOVERED IN GOOD CONDITION. NO TREE COVER. GPS FRIENDLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3288 ***********************************************************************
 CQ3288  DESIGNATION -  ROY
 CQ3288  PID         -  CQ3288
 CQ3288  STATE/COUNTY-  LA/CADDO
 CQ3288  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ3288
 CQ3288                         *CURRENT SURVEY CONTROL
 CQ3288  ___________________________________________________________________
 CQ3288* NAD 83(1992)-  32 35 19.21230(N)    093 51 31.22634(W)     ADJUSTED  
 CQ3288* NAVD 88     -       119.3    (meters)     391.     (feet)  VERTCON   
 CQ3288  ___________________________________________________________________
 CQ3288  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CQ3288  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ3288
 CQ3288  HORZ ORDER  -  FIRST
 CQ3288
 CQ3288.The horizontal coordinates were established by classical geodetic methods
 CQ3288.and adjusted by the National Geodetic Survey in February 1996..
 CQ3288
 CQ3288.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3288
 CQ3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3288
 CQ3288.The geoid height was determined by GEOID03.
 CQ3288
 CQ3288;                    North         East     Units Scale Factor Converg.
 CQ3288;SPC LA N     -   232,386.933   872,447.151   MT  0.99998315   -0 43 06.0
 CQ3288;SPC LA N     -   762,422.80  2,862,353.69   sFT  0.99998315   -0 43 06.0
 CQ3288;UTM  15      - 3,606,013.624   419,414.847   MT  0.99968008   -0 27 45.0
 CQ3288
 CQ3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3288!SPC LA N     -   0.99998536  x   0.99998315  =   0.99996851
 CQ3288!UTM  15      -   0.99998536  x   0.99968008  =   0.99966544
 CQ3288
 CQ3288:                Primary Azimuth Mark                     Grid Az
 CQ3288:SPC LA N     -  VANCE RM 3                               086 34 11.6
 CQ3288:UTM  15      -  VANCE RM 3                               086 18 50.6
 CQ3288
 CQ3288|---------------------------------------------------------------------|
 CQ3288| PID    Reference Object                     Distance      Geod. Az  |
 CQ3288|                                                           dddmmss.s |
 CQ3288| CQ2228 VANCE RM 3                          APPROX.11.9 KM 0855105.6 |
 CQ3288| CQ3267 SHREVEPORT TEX CO ARDIS HI TK       APPROX.15.0 KM 1213158.4 |
 CQ3288| CQ3292 SHREVEPORT SW GAS+ELEC CON STK      APPROX.12.8 KM 1284715.0 |
 CQ3288| CQ3290 SHREVEPORT FIRST BAP CH SPIRE       APPROX.13.2 KM 1293844.1 |
 CQ3288| CQ3293 SHREVEPORT SW GAS+ELEC E STK        APPROX.12.0 KM 1303853.2 |
 CQ3288| CQ3294 SHREVEPORT SW GAS+ELEC W STK        APPROX.12.0 KM 1304311.4 |
 CQ3288| CQ3291 SHREVEPORT MUN AUDITORIUM FLAG      APPROX.13.4 KM 1320557.8 |
 CQ3288| CQ3289 SHREVEPORT CHARITY HOSP SPIPE       APPROX.13.7 KM 1345222.8 |
 CQ3288| CQ3194 SHREVEPORT CADDO STORAGE CO TK      APPROX.14.1 KM 1360804.3 |
 CQ3288| CQ3198 KCS RR SHOPS CONCRETE STACK         APPROX.13.5 KM 1411942.8 |
 CQ3288| CQ3188 SHREVEPORT FERTILIZ WKS HI TK       APPROX.14.3 KM 1423945.0 |
 CQ3288| CQ3183 SHREVEPORT FAIRPARK HS SPIRE        APPROX.13.7 KM 1521511.8 |
 CQ3288| CQ3187 SHREVEPORT LIBBY O GLASS CO TK      APPROX.14.5 KM 1564428.4 |
 CQ3288| CQ3190 SHREVEPORT COUNTRY CLUB TANK        APPROX.13.1 KM 1590103.5 |
 CQ3288| CX6198 ROY RM 1                             20.797 METERS 23300     |
 CQ3288| CX6199 ROY RM 2                             31.598 METERS 31315     |
 CQ3288| CQ3300 OIL CITY WATER TOWER                APPROX.10.3 KM 3315718.7 |
 CQ3288|---------------------------------------------------------------------|
 CQ3288
 CQ3288                          SUPERSEDED SURVEY CONTROL
 CQ3288
 CQ3288  NAD 83(1992)-  32 35 19.21340(N)    093 51 31.22405(W) AD(       ) 1
 CQ3288  NAD 83(1986)-  32 35 19.22371(N)    093 51 31.21616(W) AD(       ) 1
 CQ3288  NAD 27      -  32 35 18.68400(N)    093 51 30.56900(W) AD(       ) 1
 CQ3288  NGVD 29 (07/19/86)  119.4    (m)          392.     (f) VERT ANG       
 CQ3288
 CQ3288.Superseded values are not recommended for survey control.
 CQ3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3288.See file dsdata.txt to determine how the superseded data were derived.
 CQ3288
 CQ3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1941506014(NAD 83)
 CQ3288_MARKER: DS = TRIANGULATION STATION DISK
 CQ3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3288
 CQ3288  HISTORY     - Date     Condition        Report By
 CQ3288  HISTORY     - 1930     MONUMENTED       CGS
 CQ3288  HISTORY     - 1935     GOOD             LAGS
 CQ3288  HISTORY     - 1959     GOOD             CGS
 CQ3288  HISTORY     - 1969     GOOD             CGS
 CQ3288
 CQ3288                          STATION DESCRIPTION
 CQ3288
 CQ3288'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3288'ABOUT 8 MILES, AIR LINE, NW OF SHREVEPORT, 2 MILES E OF
 CQ3288'BLANCHARD, ON A HIGH, SANDY, FLAT TOPPED RIDGE, HEAVILY WOODED,
 CQ3288'ON LAND OWNED BY R.O. ROY, APPROXIMATELY IN THE S SIDE OF
 CQ3288'SECTION 36, T. 19 N., R. 15 W.
 CQ3288'
 CQ3288'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3288'DISKS SET IN CONCRETE.
 CQ3288'
 CQ3288'REFERENCE MARK NO. 1 IS 20.78 METERS (68.2 FEET) FROM STATION
 CQ3288'S 53 DEG 02 MIN W.
 CQ3288'
 CQ3288'REFERENCE MARK NO. 2 IS IN CLEARING LEFT BY GAS LINE, AND
 CQ3288'IS 31.63 METERS (103.8 FEET) FROM STATION IN N 46 DEG 45 MIN W.
 CQ3288'
 CQ3288'TO REACH FROM JUNCTION OF HIGHWAYS 8 AND 71, 3 MILES N OF
 CQ3288'SHREVEPORT, GO N ON HIGHWAY 8 ABOUT 6.5 MILES TO A FENCE
 CQ3288'CORNER ABOUT 1/4 MILE N OF GRAVEL ROAD LEADING TO LEFT AND
 CQ3288'150 METERS (492 FEET) S OF A FILLING STATION ON HIGHWAY 8.
 CQ3288'S OF FENCE TURN W AND GO ABOUT 200 METERS (656 FEET) TO
 CQ3288'GATE, THROUGH GATE AND S UP GRADUAL SLOPE TO WOODS, AND ALONG
 CQ3288'DIM ROAD THROUGH WOODS TO E AND S UNTIL TOP OF RIDGE IS REACHED,
 CQ3288'THENCE W SEVERAL HUNDRED METERS TO LINE WHERE GAS LINE WHICH RAN
 CQ3288'IN A NORTHEASTERLY AND SOUTHWESTERLY DIRECTION HAS BEEN
 CQ3288'REMOVED.  STATION IS ABOUT 50 METERS (164 FEET) NE OF HIGHEST
 CQ3288'POINT ON KNOLL, 10.8 METERS (35 FEET) N OF BLAZED PINE
 CQ3288'TREE 1 FOOT IN DIAMETER, AND IN CLEARING LEFT BY GAS
 CQ3288'LINE.
 CQ3288
 CQ3288                          STATION RECOVERY (1935)
 CQ3288
 CQ3288'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3288'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CQ3288'IT IS ABOUT 164 FEET NE OF HIGHEST POINT ON KNOLL, IT IS 1
 CQ3288'MILE W ON PINE RIDGE ROAD FROM INTERSECTION WITH ROY ROAD,
 CQ3288'1911 FEET NE OF CULVERT, 500 FEET SW OF NEGRO CABIN.
 CQ3288
 CQ3288                          STATION RECOVERY (1959)
 CQ3288
 CQ3288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CQ3288'TO REACH STATION FROM THE INTERSECTION OF TEXAS AND MARKET
 CQ3288'ST. IN SHREVEPORT GO 5.9 MILES NORTH ON U.S. HIGHWAY 71 TO PINE
 CQ3288'HILL ROAD, TURN WEST (LEFT) 2.9 MILES TO ROY ROAD, CONTINUE
 CQ3288'ON PINE HILL ROAD 1.3 MILES TO A GATE AND HOUSE ON RIGHT SIDE
 CQ3288'OF ROAD.  THIS GATE WILL BE LOCKED.  PERMISSION AND KEY TO
 CQ3288'ENTER CAN BE OBTAINED FROM MR. R.O. ROY IN SHREVEPORT.  AFTER
 CQ3288'GOING THROUGH GATE CONTINUE ON DIRT ROAD 1.5 MI BEARING RIGHT
 CQ3288'AT ALL TIMES, TO FORK, GO RIGHT 0.2 MILES TO HOUSE AND GATE.
 CQ3288'GO THROUGH GATE INTO FIELD GO STRAIGHT ACROSS FIELD 0.1 MILE
 CQ3288'TO STATION.
 CQ3288'
 CQ3288'STATION AND R.M. S ARE IN GOOD CONDITION.
 CQ3288
 CQ3288                          STATION RECOVERY (1969)
 CQ3288
 CQ3288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3288'THE STATION VISITED, STATION MARK, AND REFERENCE MARKS NO. 1 AND
 CQ3288'NO. 2 WERE RECOVERED.  THE REFERENCE MARKS WERE FOUND IN GOOD
 CQ3288'CONDITION.  ONE CORNER OF THE STATION MONUMENT WAS BROKEN, THE DISK
 CQ3288'WAS SOLIDLY FIXED THEREFORE THE MONUMENT WAS REFINISHED.  A CHECK
 CQ3288'WAS MADE FOR THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS,
 CQ3288'A SLIGHT DIFFERENCE WAS FOUND.  THE ORIGINAL DESCRIPTION STATES
 CQ3288'THAT THE STATION IS ON A WOODED HILL, IT IS NOW IN A CLEARED AREA.
 CQ3288'THE LOCATION AND ROUTE TO THE STATION OF THE 1959 DESCRIPTION ARE
 CQ3288'ADEQUATE.
 CQ3288'
 CQ3288'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 CQ3288'EAST OF BLANCHARD.
 CQ3288'
 CQ3288'HEIGHT OF LIGHT ABOVE STATION MARK 72.47 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3387 ***********************************************************************
 BK3387  DESIGNATION -  ROY 2
 BK3387  PID         -  BK3387
 BK3387  STATE/COUNTY-  LA/ST LANDRY
 BK3387  USGS QUAD   -  SUNSET (1983)
 BK3387
 BK3387                         *CURRENT SURVEY CONTROL
 BK3387  ___________________________________________________________________
 BK3387* NAD 83(1992)-  30 29 10.89107(N)    092 05 36.26028(W)     ADJUSTED  
 BK3387* NAVD 88     -        18.80   (+/-2cm)      61.7    (feet)  VERTCON   
 BK3387  ___________________________________________________________________
 BK3387  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK3387  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK3387
 BK3387  HORZ ORDER  -  THIRD
 BK3387  VERT ORDER  -  THIRD ? (See Below)
 BK3387
 BK3387.The horizontal coordinates were established by classical geodetic methods
 BK3387.and adjusted by the National Geodetic Survey in January 1993..
 BK3387
 BK3387.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3387.The vertical order pertains to the NGVD 29 superseded value.
 BK3387
 BK3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3387
 BK3387.The geoid height was determined by GEOID03.
 BK3387
 BK3387;                    North         East     Units Scale Factor Converg.
 BK3387;SPC LA S     -   220,421.110   927,027.037   MT  0.99996153   -0 22 48.2
 BK3387;SPC LA S     -   723,164.93  3,041,421.20   sFT  0.99996153   -0 22 48.2
 BK3387;UTM  15      - 3,373,029.090   587,011.187   MT  0.99969340   +0 27 35.9
 BK3387
 BK3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3387!SPC LA S     -   1.00000135  x   0.99996153  =   0.99996288
 BK3387!UTM  15      -   1.00000135  x   0.99969340  =   0.99969475
 BK3387
 BK3387|---------------------------------------------------------------------|
 BK3387| PID    Reference Object                     Distance      Geod. Az  |
 BK3387|                                                           dddmmss.s |
 BK3387| BK2693 ROY RM 3                             31.003 METERS 02224     |
 BK3387| BK3388 ROY 2 RM 4                           28.269 METERS 21850     |
 BK3387| BK3393 ROY AZ MK                           405.127 METERS 2612357.8 |
 BK3387| CW2282 ROY RM 1                             46.140 METERS 28937     |
 BK3387| CW2283 ROY RM 2                             72.201 METERS 32923     |
 BK3387| BK2681 ROY                                  32.793 METERS 34114     |
 BK3387|---------------------------------------------------------------------|
 BK3387
 BK3387                          SUPERSEDED SURVEY CONTROL
 BK3387
 BK3387  NAD 83(1986)-  30 29 10.91110(N)    092 05 36.25479(W) AD(       ) 3
 BK3387  NGVD 29 (11/02/92)   18.76   (m)           61.5    (f) LEVELING    3  
 BK3387
 BK3387.Superseded values are not recommended for survey control.
 BK3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3387.See file dsdata.txt to determine how the superseded data were derived.
 BK3387
 BK3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8701173029(NAD 83)
 BK3387_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3387_STAMPING: ROY 2 1981
 BK3387_MARK LOGO: NGS   
 BK3387_PROJECTION: FLUSH
 BK3387_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3387+STABILITY: SURFACE MOTION
 BK3387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3387+SATELLITE: SATELLITE OBSERVATIONS - 1981
 BK3387
 BK3387  HISTORY     - Date     Condition        Report By
 BK3387  HISTORY     - 1981     MONUMENTED       NGS
 BK3387  HISTORY     - UNK      SEE DESCRIPTION
 BK3387
 BK3387                          STATION DESCRIPTION
 BK3387
 BK3387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BK3387'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHWEST OF GRAND COTEAU,
 BK3387'4.8 KM (3 MI) SOUTH OF OPELOUSAS, 1.6 KM (1 MI) WEST OF US HIGHWAY
 BK3387'167.  OWNERSHIP- LOUISIANA WILD LIFE AND FISHERIES.
 BK3387' 
 BK3387'TO REACH THE STATION FROM THE POST OFFICE IN OPELOUSAS, GO WEST ON US
 BK3387'HIGHWAY 190 FOR 0.16 KM TO THE JUNCTION OF STATE HIGHWAY 182, TURN
 BK3387'LEFT AND GO SOUTHERLY ON HIGHWAY 182 FOR 1.44 KM (0.9 MI) TO THE
 BK3387'JUNCTION OF STATE HIGHWAY 31, CONTINUE SOUTHERLY ON HIGHWAY 182 FOR
 BK3387'3.84 KM (2.4 MI) TO THE STATION MARK ON THE LEFT.
 BK3387' 
 BK3387'THE STATION IS A STANDARD NGS DISK STAMPED--ROY 2 1981--, SET INTO THE
 BK3387'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER FLUSH
 BK3387'WITH GROUND LOCATED 80.0 FT (20.38 M) NNW FROM THE NORTHWEST CORNER OF
 BK3387'WILD LIFE AND FISHERIES BUILDING, 51.7 FT (15.76 M) S FROM THE
 BK3387'CENTERLINE OF THE AVENUE OF THE ACADIANS, 112.0 FT (34.14 M) E FROM
 BK3387'THE CENTERLINE OF STATE HIGHWAY 182, 25.0 FT (7.62 M) SW FROM A
 BK3387'10-INCH OAK TREE, AND 110.0 FT (33.53 M) WNW FROM A 48-INCH OAK TREE.
 BK3387' 
 BK3387'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--ROY 2--, IMBEDDED
 BK3387'IN THE GROUND 3.5 FT (1.1 M) BELOW THE SURFACE.
 BK3387' 
 BK3387'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ROY NO 1 1935--,
 BK3387'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON
 BK3387'SIDE PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED 91.5 FT
 BK3387'(27.89 M) ENE FROM THE NORTHEAST CORNER OF A HOUSE, 37.6 FT (11.46 M)
 BK3387'W FROM THE CENTERLINE OF HIGHWAY 182, AND 23 FT (7.01 M) NNE FROM A
 BK3387'GAS METER.
 BK3387' 
 BK3387'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--ROY NO 2 1935--,
 BK3387'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON
 BK3387'SIDE PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED 86 FT
 BK3387'(26.21 M) W FROM A POWER POLE, 39.2 FT (11.9 M) W FROM THE CENTERLINE
 BK3387'OF HIGHWAY 182, AND 1 FT (0.3 M) E FROM A FENCE LINE.
 BK3387' 
 BK3387'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--ROY 2 NO 4 1981--,
 BK3387'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BK3387'DIAMETER FLUSH WITH GROUND LOCATED 65 FT (19.8 M) E FROM THE
 BK3387'CENTERLINE OF HIGHWAY 182, 62.6 FT (19.1 M) W FROM THE NORTHWEST
 BK3387'CORNER OF OFFICE BUILDING, 85 FT (25 M) NW FROM THE SOUTHWEST CORNER
 BK3387'OF THE OFFICE BUILDING, AND 18 FT (5.5 M) S FROM THE CENTER OF DRIVE
 BK3387'TO BUILDING (NORTH DRIVEWAY).
 BK3387' 
 BK3387'AZIMUTH MARK IS A STANDARD CGS DISK STAMPED--ROY 1935--, SET INTO THE
 BK3387'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON SIDE LOCATED
 BK3387'44.0 FT (13.4 M) E FROM THE CENTER OF A NARROW BLACKTOP ROAD LEADING
 BK3387'NORTHEAST, 32.0 FT (9.8 M) E FROM A FENCE CORNER, 22.0 FT (6.7 M) N
 BK3387'FROM THE CENTER OF A BLACKTOP ROAD, AND 2.0 FT (0.61 M) S FROM A
 BK3387'FENCE.
 BK3387' 
 BK3387'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON HIGHWAY 182 FOR
 BK3387'0.08 KM (0.05 MI) TO A ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON A
 BK3387'BLACKTOP ROAD FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 BK3387
 BK3387                          STATION RECOVERY (UNK )
 BK3387
 BK3387'RECOVERED UNK
 BK3387'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3388 ***********************************************************************
 BK3388  DESIGNATION -  ROY 2 RM 4
 BK3388  PID         -  BK3388
 BK3388  STATE/COUNTY-  LA/ST LANDRY
 BK3388  USGS QUAD   -  SUNSET (1983)
 BK3388
 BK3388                         *CURRENT SURVEY CONTROL
 BK3388  ___________________________________________________________________
 BK3388* NAD 83(1992)-  30 29 10.17599(N)    092 05 36.92496(W)     ADJUSTED  
 BK3388* NAVD 88     -        18.88   (+/-2cm)      61.9    (feet)  VERTCON   
 BK3388  ___________________________________________________________________
 BK3388  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK3388  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK3388
 BK3388  HORZ ORDER  -  THIRD
 BK3388  VERT ORDER  -  THIRD ? (See Below)
 BK3388
 BK3388.The horizontal coordinates were established by classical geodetic methods
 BK3388.and adjusted by the National Geodetic Survey in January 1993..
 BK3388
 BK3388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3388.The vertical order pertains to the NGVD 29 superseded value.
 BK3388
 BK3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3388
 BK3388.The geoid height was determined by GEOID03.
 BK3388
 BK3388;                    North         East     Units Scale Factor Converg.
 BK3388;SPC LA S     -   220,399.209   927,009.165   MT  0.99996150   -0 22 48.5
 BK3388;SPC LA S     -   723,093.07  3,041,362.57   sFT  0.99996150   -0 22 48.5
 BK3388;UTM  15      - 3,373,006.935   586,993.642   MT  0.99969336   +0 27 35.6
 BK3388
 BK3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3388!SPC LA S     -   1.00000134  x   0.99996150  =   0.99996284
 BK3388!UTM  15      -   1.00000134  x   0.99969336  =   0.99969470
 BK3388
 BK3388|---------------------------------------------------------------------|
 BK3388| PID    Reference Object                     Distance      Geod. Az  |
 BK3388|                                                           dddmmss.s |
 BK3388| BK3387 ROY 2                                28.269 METERS 03850     |
 BK3388| BK3393 ROY AZ MK                           384.781 METERS 26415     |
 BK3388|---------------------------------------------------------------------|
 BK3388
 BK3388                          SUPERSEDED SURVEY CONTROL
 BK3388
 BK3388  NAD 83(1986)-  30 29 10.19604(N)    092 05 36.91946(W) AD(       ) 3
 BK3388  NGVD 29 (11/02/92)   18.84   (m)           61.8    (f) LEVELING    3  
 BK3388
 BK3388.Superseded values are not recommended for survey control.
 BK3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3388.See file dsdata.txt to determine how the superseded data were derived.
 BK3388
 BK3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8699473007(NAD 83)
 BK3388_MARKER: DR = REFERENCE MARK DISK
 BK3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3388_STAMPING: ROY 2 NO 4 1981
 BK3388_MARK LOGO: NGS   
 BK3388_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3388+STABILITY: SURFACE MOTION
 BK3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3388+SATELLITE: SATELLITE OBSERVATIONS - 1981
 BK3388
 BK3388  HISTORY     - Date     Condition        Report By
 BK3388  HISTORY     - 1981     MONUMENTED       NGS
 BK3388  HISTORY     - UNK      SEE DESCRIPTION
 BK3388
 BK3388                          STATION DESCRIPTION
 BK3388
 BK3388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BK3388'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--ROY 2 NO 4 1981--,
 BK3388'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BK3388'DIAMETER FLUSH WITH GROUND LOCATED 65 FT (19.8 M) E FROM THE
 BK3388'CENTERLINE OF HIGHWAY 182, 62.6 FT (19.1 M) W FROM THE NORTHWEST
 BK3388'CORNER OF OFFICE BUILDING, 85 FT (25 M) NW FROM THE SOUTHWEST CORNER
 BK3388'OF THE OFFICE BUILDING, AND 18 FT (5.5 M) S FROM THE CENTER OF DRIVE
 BK3388'TO BUILDING (NORTH DRIVEWAY).
 BK3388' 
 BK3388'TO REACH THE STATION FROM THE POST OFFICE IN OPELOUSAS, GO WEST ON US
 BK3388'HIGHWAY 190 FOR 0.16 KM TO THE JUNCTION OF STATE HIGHWAY 182, TURN
 BK3388'LEFT AND GO SOUTHERLY ON HIGHWAY 182 FOR 1.44 KM (0.9 MI) TO THE
 BK3388'JUNCTION OF STATE HIGHWAY 31, CONTINUE SOUTHERLY ON HIGHWAY 182 FOR
 BK3388'3.84 KM (2.4 MI) TO THE STATION MARK ON THE LEFT.
 BK3388
 BK3388                          STATION RECOVERY (UNK )
 BK3388
 BK3388'RECOVERED UNK
 BK3388'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3393 ***********************************************************************
 BK3393  DESIGNATION -  ROY AZ MK
 BK3393  PID         -  BK3393
 BK3393  STATE/COUNTY-  LA/ST LANDRY
 BK3393  USGS QUAD   -  SUNSET (1983)
 BK3393
 BK3393                         *CURRENT SURVEY CONTROL
 BK3393  ___________________________________________________________________
 BK3393* NAD 83(1992)-  30 29 08.92344(N)    092 05 51.27968(W)     ADJUSTED  
 BK3393* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 BK3393  ___________________________________________________________________
 BK3393  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BK3393  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK3393
 BK3393  HORZ ORDER  -  THIRD
 BK3393
 BK3393.The horizontal coordinates were established by classical geodetic methods
 BK3393.and adjusted by the National Geodetic Survey in January 1993..
 BK3393
 BK3393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3393
 BK3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3393
 BK3393.The geoid height was determined by GEOID03.
 BK3393
 BK3393;                    North         East     Units Scale Factor Converg.
 BK3393;SPC LA S     -   220,363.186   926,626.089   MT  0.99996145   -0 22 55.7
 BK3393;SPC LA S     -   722,974.89  3,040,105.76   sFT  0.99996145   -0 22 55.7
 BK3393;UTM  15      - 3,372,965.311   586,611.238   MT  0.99969254   +0 27 28.3
 BK3393
 BK3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3393!SPC LA S     -   1.00000128  x   0.99996145  =   0.99996273
 BK3393!UTM  15      -   1.00000128  x   0.99969254  =   0.99969382
 BK3393
 BK3393                          SUPERSEDED SURVEY CONTROL
 BK3393
 BK3393  NAD 83(1986)-  30 29 08.94347(N)    092 05 51.27417(W) AD(       ) 3
 BK3393  NGVD 29 (11/02/92)   19.2    (m)           63.     (f) VERT ANG       
 BK3393
 BK3393.Superseded values are not recommended for survey control.
 BK3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3393.See file dsdata.txt to determine how the superseded data were derived.
 BK3393
 BK3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8661172965(NAD 83)
 BK3393_MARKER: DZ = AZIMUTH MARK DISK
 BK3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3393_STAMPING: ROY AZIMUTH 1935
 BK3393_MARK LOGO: CGS   
 BK3393_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3393+STABILITY: SURFACE MOTION
 BK3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3393+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1981
 BK3393
 BK3393  HISTORY     - Date     Condition        Report By
 BK3393  HISTORY     - 1935     MONUMENTED       CGS
 BK3393  HISTORY     - 19810331 GOOD             NGS
 BK3393
 BK3393                          STATION DESCRIPTION
 BK3393
 BK3393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BK3393'ABOUT 8 KM (5 MI) NORTHWEST OF GRAND COTEAU AND 4.8 KM (3 MI) SOUTH OF
 BK3393'OPELOUSAS.
 BK3393' 
 BK3393'TO REACH THE STATION FROM THE POST OFFICE IN OPELOUSAS, GO WEST ON US
 BK3393'HIGHWAY 190 FOR 0.16 KM (0.08 MI) TO THE JUNCTION OF STATE HIGHWAY
 BK3393'182, TURN LEFT AND GO SOUTHERLY ON HIGHWAY 182 FOR 1.44 KM (0.9 MI) TO
 BK3393'A BLACKTOP ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE BLACKTOP
 BK3393'ROAD FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE RIGHT, 13.4
 BK3393'METERS (44 FT) EAST OF THE CENTER OF A NARROW BLACKTOP ROAD LEADING
 BK3393'NORTHEAST 9.8 METERS (32 FT) EAST OF A FENCE CORNER, 6.7 METERS (22
 BK3393'FT) NORTH OF THE CENTER OF THE BLACKTOP ROAD AND 0.61 METERS (2 FT)
 BK3393'SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2693 ***********************************************************************
 BK2693  DESIGNATION -  ROY RM 3
 BK2693  PID         -  BK2693
 BK2693  STATE/COUNTY-  LA/ST LANDRY
 BK2693  USGS QUAD   -  SUNSET (1983)
 BK2693
 BK2693                         *CURRENT SURVEY CONTROL
 BK2693  ___________________________________________________________________
 BK2693* NAD 83(1992)-  30 29 11.82190(N)    092 05 35.81741(W)     ADJUSTED  
 BK2693* NAVD 88     -        19.01   (+/-2cm)      62.4    (feet)  VERTCON   
 BK2693  ___________________________________________________________________
 BK2693  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2693  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2693
 BK2693  HORZ ORDER  -  FIRST
 BK2693  VERT ORDER  -  THIRD ? (See Below)
 BK2693
 BK2693.The horizontal coordinates were established by classical geodetic methods
 BK2693.and adjusted by the National Geodetic Survey in January 1993..
 BK2693
 BK2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2693.The vertical order pertains to the NGVD 29 superseded value.
 BK2693
 BK2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2693
 BK2693.The geoid height was determined by GEOID03.
 BK2693
 BK2693;                    North         East     Units Scale Factor Converg.
 BK2693;SPC LA S     -   220,449.695   927,039.038   MT  0.99996156   -0 22 47.9
 BK2693;SPC LA S     -   723,258.71  3,041,460.58   sFT  0.99996156   -0 22 47.9
 BK2693;UTM  15      - 3,373,057.840   587,022.764   MT  0.99969342   +0 27 36.1
 BK2693
 BK2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2693!SPC LA S     -   1.00000132  x   0.99996156  =   0.99996288
 BK2693!UTM  15      -   1.00000132  x   0.99969342  =   0.99969474
 BK2693
 BK2693:                Primary Azimuth Mark                     Grid Az
 BK2693:SPC LA S     -  ROY AZ MK 2                              105 14 04.0
 BK2693:UTM  15      -  ROY AZ MK 2                              104 23 40.0
 BK2693
 BK2693|---------------------------------------------------------------------|
 BK2693| PID    Reference Object                     Distance      Geod. Az  |
 BK2693|                                                           dddmmss.s |
 BK2693| CW2281 ROY AZ MK 2                                        1045116.1 |
 BK2693| BK3387 ROY 2                                31.003 METERS 20224     |
 BK2693| CW2282 ROY RM 1                             56.839 METERS 25636     |
 BK2693| BK2681 ROY                                  22.488 METERS 27605     |
 BK2693| CW2283 ROY RM 2                             59.015 METERS 30433     |
 BK2693|---------------------------------------------------------------------|
 BK2693
 BK2693                          SUPERSEDED SURVEY CONTROL
 BK2693
 BK2693  NAD 83(1986)-  30 29 11.84195(N)    092 05 35.81190(W) AD(       ) 1
 BK2693  NAD 27      -  30 29 11.13385(N)    092 05 35.37783(W) AD(       ) 1
 BK2693  NGVD 29 (07/19/86)   18.97   (m)           62.2    (f) LEVELING    3  
 BK2693
 BK2693.Superseded values are not recommended for survey control.
 BK2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2693.See file dsdata.txt to determine how the superseded data were derived.
 BK2693
 BK2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8702373058(NAD 83)
 BK2693_MARKER: DR = REFERENCE MARK DISK
 BK2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2693
 BK2693  HISTORY     - Date     Condition        Report By
 BK2693  HISTORY     - 1969     MONUMENTED       CGS
 BK2693
 BK2693                          STATION DESCRIPTION
 BK2693
 BK2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2693'THE STATION IS ABOUT 5 MILES NORTHWEST OF GRAND COTEAU, 3 MILES SOUTH
 BK2693'OF OPELOUSAS, 1 MILE WEST OF U. S. HIGHWAY 167, ON LAND OWNED BY
 BK2693'C. W. ROY.
 BK2693'
 BK2693'TO REACH THE STATION FROM THE POST OFFICE IN OPELOUSAS, GO WEST ON
 BK2693'U. S. HIGHWAY 190 FOR 0.1 MILE TO THE JUNCTION OF U. S. HIGHWAY 190
 BK2693'AND STATE HIGHWAY 182.  TURN LEFT AND GO SOUTHERLY ON HIGHWAY 182
 BK2693'FOR 0.9 MILE TO THE JUNCTION OF STATE HIGHWAY 31, CONTINUE SOUTHERLY
 BK2693'ON HIGHWAY 182 FOR 2.4 MILES TO THE STATION ON THE LEFT.
 BK2693'
 BK2693'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED ROY 1935
 BK2693'NO 3 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2693'MONUMENT, THAT IS FLUSH.  IT IS 135 FEET EAST-SOUTHEAST OF THE
 BK2693'CENTERLINE OF HIGHWAY 182, 109.0 FEET SOUTHEAST OF A POWER LINE
 BK2693'POLE NUMBER 121 WITH A TRANSFORMER, 76 FEET EAST OF A METAL WITNESS
 BK2693'POST, 44.9 FEET EAST OF A 20-INCH TREE AND 49.0 FEET
 BK2693'NORTHEAST OF THE CENTERLINE OF AVENUE OF THE ACADIANS STREET.
 BK2693'THE UNDERGROUND STATION MARK IS A STANDARD REFERENCE MARK DISK
 BK2693'SET 36 INCHES BELOW THE GROUND SURFACE.
 BK2693'
 BK2693'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROY NO 1 1935, SET IN
 BK2693'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 BK2693'INCHES.  IT IS 91.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 BK2693'A HOUSE, 37.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 23
 BK2693'FEET NORTH-NORTHEAST OF A GAS METER.
 BK2693'
 BK2693'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROY NO 2 1935, SET IN
 BK2693'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 BK2693'INCHES.  IT IS 86.0 FEET WEST OF THE POWER LINE POLE, 39.2 FEET
 BK2693'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1.0 FOOT EAST OF A FENCE.
 BK2693'
 BK2693'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROY 1935 NO 2 1969, SET
 BK2693'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 BK2693'5 INCHES.  IT IS 108 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF AVENUE
 BK2693'OF THE ACADIANS STREET, 38 FEET NORTH-NORTHWEST OF A FENCE, 4.0
 BK2693'FEET WEST OF A POWERLINE POLE AND 2.2 FEET WEST-SOUTHWEST OF A
 BK2693'METAL WITNESS POST.  TO REACH THE MARK FROM THE STATION, GO
 BK2693'EASTERLY ON AVENUE OF THE ACADIANS STREET FOR 0.35 MILE TO THE
 BK2693'MARK ON THE RIGHT.
 BK2693'
 BK2693'ROY 1935 IS A STANDARD DISK, STAMPED ROY 1935, SET IN THE TOP OF A
 BK2693'12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4 INCHES.  IT IS
 BK2693'61.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 67.4 FEET SOUTH OF
 BK2693'THE POWERLINE POLE, 45.0 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 BK2693'AVENUE OF THE ACADIANS STREET, 29 FEET WEST OF THE 20-INCH TREE
 BK2693'AND 1.2 FEET EAST OF A METAL WITNESS POST.
 BK2693'
 BK2693'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2490 ***********************************************************************
 BW2490  DESIGNATION -  ROYAL OAK
 BW2490  PID         -  BW2490
 BW2490  STATE/COUNTY-  LA/POINTE COUPEE
 BW2490  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2490
 BW2490                         *CURRENT SURVEY CONTROL
 BW2490  ___________________________________________________________________
 BW2490* NAD 83(1992)-  31 00 20.27244(N)    091 41 50.08611(W)     ADJUSTED  
 BW2490* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BW2490  ___________________________________________________________________
 BW2490  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BW2490  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW2490
 BW2490  HORZ ORDER  -  FIRST
 BW2490
 BW2490.The horizontal coordinates were established by classical geodetic methods
 BW2490.and adjusted by the National Geodetic Survey in January 1993..
 BW2490
 BW2490.The orthometric height was scaled from a topographic map.
 BW2490
 BW2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2490
 BW2490.The geoid height was determined by GEOID03.
 BW2490
 BW2490;                    North         East     Units Scale Factor Converg.
 BW2490;SPC LA S     -   277,804.277   965,244.121   MT  1.00007928   -0 10 55.1
 BW2490;SPC LA S     -   911,429.53  3,166,805.09   sFT  1.00007928   -0 10 55.1
 BW2490;SPC LA N     -    56,347.749 1,076,664.306   MT  1.00004041   +0 25 27.9
 BW2490;SPC LA N     -   184,867.57  3,532,356.14   sFT  1.00004041   +0 25 27.9
 BW2490;UTM  15      - 3,430,954.417   624,366.537   MT  0.99979079   +0 40 16.2
 BW2490
 BW2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2490!SPC LA S     -   1.00000206  x   1.00007928  =   1.00008134
 BW2490!SPC LA N     -   1.00000206  x   1.00004041  =   1.00004247
 BW2490!UTM  15      -   1.00000206  x   0.99979079  =   0.99979285
 BW2490
 BW2490|---------------------------------------------------------------------|
 BW2490| PID    Reference Object                     Distance      Geod. Az  |
 BW2490|                                                           dddmmss.s |
 BW2490| CY4639 ROYAL OAK RM                         28.695 METERS 07719     |
 BW2490| BW2492 ROYAL OAK 1919 A                    272.029 METERS 14304     |
 BW2490| BW2485 TELLER                              APPROX. 2.6 KM 2760829.8 |
 BW2490| BW2494 TELLER 1919 E                       442.547 METERS 3251224.7 |
 BW2490|---------------------------------------------------------------------|
 BW2490
 BW2490                          SUPERSEDED SURVEY CONTROL
 BW2490
 BW2490  NAD 83(1986)-  31 00 20.28971(N)    091 41 50.08042(W) AD(       ) 1
 BW2490  NAD 27      -  31 00 19.64619(N)    091 41 49.65306(W) AD(       ) 1
 BW2490
 BW2490.Superseded values are not recommended for survey control.
 BW2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2490.See file dsdata.txt to determine how the superseded data were derived.
 BW2490
 BW2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2436730954(NAD 83)
 BW2490_MARKER: DS = TRIANGULATION STATION DISK
 BW2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2490
 BW2490  HISTORY     - Date     Condition        Report By
 BW2490  HISTORY     - 1919     MONUMENTED       CGS
 BW2490  HISTORY     - 1930     GOOD             CGS
 BW2490  HISTORY     - 1935     GOOD             CGS
 BW2490  HISTORY     - 1936     GOOD             LAGS
 BW2490  HISTORY     - 1937     GOOD             LAGS
 BW2490  HISTORY     - 1957     GOOD             USGS
 BW2490
 BW2490                          STATION DESCRIPTION
 BW2490
 BW2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BW2490'IN TOP OF LEVEE, ABOUT 1 MILE N OF TORRAS, ABOUT 5 TELEGRAPH
 BW2490'POLES N OF ROYAL OAK BAPTIST CHURCH (COLOR), DIRECTLY IN FRONT
 BW2490'OF CABIN OWNED BY GEORGE KELLER AND OCCUPIED BY BRANCH THORTON,
 BW2490'3-1/4 METERS (11 FEET) SE OF PROLONGATION OF SE FENCE OF FIRST
 BW2490'CABIN NW OF CHURCH, AND 16.21 METERS (55.2 FEET) SE OF MOREAN
 BW2490'REFERENCE MARK NO. 2.
 BW2490'
 BW2490'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2490'DISKS SET IN CONCRETE.
 BW2490'
 BW2490'REFERENCE MARK IS 28.695 METERS (94.14 FEET) FROM STATION
 BW2490'N 77 DEG 19 MIN E.
 BW2490
 BW2490                          STATION RECOVERY (1930)
 BW2490
 BW2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (ERM)
 BW2490'IN 1930 THE STATION MARK WAS RECOVERED, BUT THE REFERENCE MARK
 BW2490'WAS NOT.  STATION WAS THEN REPORTED ABOUT 8 INCHES BENEATH TOP
 BW2490'OF LEVEE AT HIGHEST PART AND SW EDGE OF PATH.
 BW2490
 BW2490                          STATION RECOVERY (1935)
 BW2490
 BW2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BW2490'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 BW2490'MARK NOT FOUND.  PROBABLY DESTROYED IN HIGHWAY CONSTRUCTION.
 BW2490'
 BW2490'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET
 BW2490'IN A 14-BY 14-BY 30-INCH CONCRETE PIER, ON THE S SIDE OF THE
 BW2490'HIGHWAY, 32 FEET FROM CENTER OF HIGHWAY, 3 FEET E OF GARDEN
 BW2490'FENCE AROUND THE FIRST HOUSE W OF THE ROYAL OAK BAPTIST CHURCH
 BW2490'AND 36.82 METERS (120.76 FEET) FROM STATION S 61 DEG 11 MIN W.
 BW2490'
 BW2490'REFERENCE MARK NO. 2 (1930) IS A STANDARD BRONZE DISK SET IN
 BW2490'A 12-BY 12-INCH PIER ON TOP OF LEVEE, JUST N OF RIDGE PATH.
 BW2490'THIS IS REFERENCE MARK NO. 2 FOR STATION MOREAN 1930 AND IS
 BW2490'16.22 METERS (53.20 FEET) FROM STATION N 34 DEG 23 MIN W.
 BW2490'
 BW2490'DISTANCE FROM REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS
 BW2490'38.755 METERS (127.17 FEET) S 36 DEG 33 MIN W.
 BW2490
 BW2490                          STATION RECOVERY (1936)
 BW2490
 BW2490'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BW2490'ORIGINAL DESCRIPTION ADEQUATE.  MARK RECOVERED AS DESCRIBED
 BW2490'WITH EXCEPTION OF OLD REFERENCE MARK WHICH WAS NOT RECOVERED.
 BW2490'STATION IS 3 NOT 5 POLES N OF CHURCH.
 BW2490'
 BW2490'REFERENCE MARK NO. 1 ESTABLISHED IN 1930, IS 122.7 FEET WSW
 BW2490'OF STATION, IN NE CORNER OF FIELD, 2.0 FEET S OF YARD FENCE AND
 BW2490'2.0 FEET W OF FIELD FENCE.
 BW2490'
 BW2490'TO REACH STATION FROM UNDERPASS AT TORRAS FOLLOW STATE HIGHWAY
 BW2490'49, (RIVER ROAD) N FOR 1.35 MILE TO ROYAL OAK CHURCH, CONTINUE
 BW2490'N FOR 0.15 MILE TO MARK ON LEVEE OPPOSITE FIRST HOUSE N OF CHURCH.
 BW2490'
 BW2490'MOREAN REFERENCE MARK NO. 2 IS 55.2 FEET NW OF STATION.
 BW2490
 BW2490                          STATION RECOVERY (1937)
 BW2490
 BW2490'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BW2490'STATION RECOVERED, ORIGINAL DESCRIPTION IS CORRECT.
 BW2490
 BW2490                          STATION RECOVERY (1957)
 BW2490
 BW2490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BW2490'REFERENCE MARK 1 OKAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3327 ***********************************************************************
 BK3327  DESIGNATION -  ROYER LOOP
 BK3327  PID         -  BK3327
 BK3327  STATE/COUNTY-  LA/CALCASIEU
 BK3327  USGS QUAD   -  BUHLER (1975)
 BK3327
 BK3327                         *CURRENT SURVEY CONTROL
 BK3327  ___________________________________________________________________
 BK3327* NAD 83(1992)-  30 18 00.86631(N)    093 21 51.68399(W)     ADJUSTED  
 BK3327* NAVD 88     -         8.9  **(meters)      29.   **(feet)  GPS OBS   
 BK3327  **This station is located in a subsidence area (see below).
 BK3327  ___________________________________________________________________
 BK3327  X           -    -323,445.767 (meters)                     COMP
 BK3327  Y           -  -5,502,024.658 (meters)                     COMP
 BK3327  Z           -   3,199,144.722 (meters)                     COMP
 BK3327  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3327  ELLIP HEIGHT-         -18.53  (meters)          (02/20/02) GPS OBS
 BK3327  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK3327
 BK3327  HORZ ORDER  -  FIRST
 BK3327  ELLP ORDER  -  FOURTH    CLASS I
 BK3327
 BK3327.The horizontal coordinates were established by GPS observations
 BK3327.and adjusted by the National Geodetic Survey in January 1995..
 BK3327
 BK3327 ** The orthometric height has not been validated since last determined
 BK3327 ** by differential leveling and should not be used for control purposes.
 BK3327 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3327 ** area with valid NAVD 88 orthometric heights.
 BK3327 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3327 ** epoch indicated which incorporates improved geoid heights for the
 BK3327 ** Southern Louisiana Subsidence area.
 BK3327 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3327.The orthometric height was determined by GPS observations and a
 BK3327.high-resolution geoid model.
 BK3327
 BK3327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3327
 BK3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3327
 BK3327.The ellipsoidal height was determined by GPS observations
 BK3327.and is referenced to NAD 83.
 BK3327
 BK3327.The geoid height was determined by GEOID03.
 BK3327
 BK3327;                    North         East     Units Scale Factor Converg.
 BK3327;SPC LA S     -   201,278.555   804,648.780   MT  0.99993934   -1 00 55.9
 BK3327;SPC LA S     -   660,361.39  2,639,918.54   sFT  0.99993934   -1 00 55.9
 BK3327;UTM  15      - 3,352,111.413   464,964.791   MT  0.99961514   -0 11 01.8
 BK3327
 BK3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3327!SPC LA S     -   1.00000291  x   0.99993934  =   0.99994225
 BK3327!UTM  15      -   1.00000291  x   0.99961514  =   0.99961805
 BK3327
 BK3327                          SUPERSEDED SURVEY CONTROL
 BK3327
 BK3327  ELLIP H (01/13/95)  -18.45   (m)                       GP(       ) 3 2
 BK3327  NAD 83(1992)-  30 18 00.86805(N)    093 21 51.68130(W) AD(       ) 1
 BK3327  ELLIP H (01/21/93)  -18.47   (m)                       GP(       ) 4 2
 BK3327  NAD 83(1986)-  30 18 00.88934(N)    093 21 51.67228(W) AD(       ) 1
 BK3327  NGVD 29 (05/20/88)    8.8    (m)           29.     (f) GPS OBS        
 BK3327
 BK3327.Superseded values are not recommended for survey control.
 BK3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3327.See file dsdata.txt to determine how the superseded data were derived.
 BK3327
 BK3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6496552111(NAD 83)
 BK3327_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3327_STAMPING: ROYER LOOP 1987
 BK3327_MARK LOGO: NGS   
 BK3327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3327+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1990
 BK3327
 BK3327  HISTORY     - Date     Condition        Report By
 BK3327  HISTORY     - 1987     MONUMENTED       LADTD
 BK3327  HISTORY     - 19901220 GOOD             VFM
 BK3327  HISTORY     - 19970208 GOOD             USPSQD
 BK3327  HISTORY     - 20041107 MARK NOT FOUND   USPSQD
 BK3327
 BK3327                          STATION DESCRIPTION
 BK3327
 BK3327'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3327'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTH OF SULPHUR, ON THE
 BK3327'RIGHT-OF-WAY OF STATE HIGHWAY 27, AT THE NORTH END OF A CURVE,
 BK3327'ADJACENT TO A SMALL PASTURE AT THE J M BAR RANCH.
 BK3327'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3327'
 BK3327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3327'HIGHWAY 27 SOUTH IN SULPHUR, GO EAST FOR 0.92 KM (0.6 MI) ON
 BK3327'HIGHWAYS 90 AND 27 TO A CROSS STREET.
 BK3327'TURN LEFT AND GO NORTH FOR 6.19 KM (3.85 MI) ON HIGHWAY 27 TO THE
 BK3327'MIDDLE OF THE BRIDGE OVER THE HUSTON RIVER.
 BK3327'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.5 KM (0.95 MI) ON
 BK3327'HIGHWAY 27 TO THE STATION ON THE LEFT.
 BK3327'
 BK3327'THE STATION IS A STANDARD NGS DISK
 BK3327'STAMPED---ROYER LOOP 1987---,
 BK3327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3327'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3327'17.6 METERS (57.5 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 BK3327'37.4 METERS (122.5 FT) SOUTH FROM THE CENTER OF ROYER LOOP,
 BK3327'0.6 METERS (2 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST IN A
 BK3327'FENCE LINE,
 BK3327'2.8 METERS (9 FT) SOUTHWEST FROM A RIGHT-OF-WAY MARKER AND
 BK3327'29.7 METERS (97.5 FT) SOUTHEAST FROM A FENCE CORNER.
 BK3327'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 BK3327'STAMPED---ROYER LOOP 1987---,
 BK3327'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3327'
 BK3327'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3327'STAMPED---ROYER LOOP 1987---,
 BK3327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3327'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3327'18.9 METERS (62 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY,
 BK3327'3.1 METERS (10 FT) WEST-NORTHWEST FROM A UTILITY POLE,
 BK3327'1.2 METERS (4 FT) WEST-SOUTHWEST FROM A GUY WIRE AND A FIBERGLASS
 BK3327'WITNESS POST,
 BK3327'5.2 METERS (17 FT) WEST-SOUTHWEST FROM A GUY WIRE AND
 BK3327'11 METERS (36 FT) NORTHWEST FROM THE CENTER OF THE GRAVEL DRIVE TO
 BK3327'THE HOUSE.
 BK3327'TO REACH THE AZIMUTH FROM THE STATION,
 BK3327'GO NORTH FOR 0.3 KM (0.2 MI) ON HIGHWAY 27 TO THE MARK ON THE RIGHT
 BK3327'IN THEA CORNER OF A LAWN OWNED BY DOY DUNHAM.
 BK3327
 BK3327                          STATION RECOVERY (1990)
 BK3327
 BK3327'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3327'RECOVERED AS DESCRIBED.
 BK3327
 BK3327                          STATION RECOVERY (1997)
 BK3327
 BK3327'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3327'RECOVERED IN GOOD CONDITION.
 BK3327
 BK3327                          STATION RECOVERY (2004)
 BK3327
 BK3327'RECOVERY NOTE BY US POWER SQUADRON 2004 (RG)
 BK3327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3328 ***********************************************************************
 BK3328  DESIGNATION -  ROYER LOOP AZ MK
 BK3328  PID         -  BK3328
 BK3328  STATE/COUNTY-  LA/CALCASIEU
 BK3328  USGS QUAD   -  BUHLER (1975)
 BK3328
 BK3328                         *CURRENT SURVEY CONTROL
 BK3328  ___________________________________________________________________
 BK3328* NAD 83(1992)-  30 18 11.01934(N)    093 21 55.41604(W)     ADJUSTED  
 BK3328* NAVD 88     -         8.   **(meters)      26.   **(feet)  VERTCON   
 BK3328  **This station is located in a subsidence area (see below).
 BK3328  ___________________________________________________________________
 BK3328  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3328  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK3328
 BK3328  HORZ ORDER  -  SECOND
 BK3328
 BK3328.The horizontal coordinates were established by classical geodetic methods
 BK3328.and adjusted by the National Geodetic Survey in January 1993..
 BK3328.No horizontal observational check was made to the station.
 BK3328
 BK3328 ** The orthometric height has not been validated since last determined
 BK3328 ** by differential leveling and should not be used for control purposes.
 BK3328 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3328 ** area with valid NAVD 88 orthometric heights.
 BK3328 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3328 ** epoch indicated which incorporates improved geoid heights for the
 BK3328 ** Southern Louisiana Subsidence area.
 BK3328 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3328
 BK3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3328
 BK3328.The geoid height was determined by GEOID03.
 BK3328
 BK3328;                    North         East     Units Scale Factor Converg.
 BK3328;SPC LA S     -   201,592.905   804,554.622   MT  0.99993960   -1 00 57.8
 BK3328;SPC LA S     -   661,392.72  2,639,609.62   sFT  0.99993960   -1 00 57.8
 BK3328;UTM  15      - 3,352,424.262   464,866.113   MT  0.99961523   -0 11 03.7
 BK3328
 BK3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3328!SPC LA S     -   1.00000311  x   0.99993960  =   0.99994271
 BK3328!UTM  15      -   1.00000311  x   0.99961523  =   0.99961834
 BK3328
 BK3328                          SUPERSEDED SURVEY CONTROL
 BK3328
 BK3328  NAD 83(1986)-  30 18 11.04063(N)    093 21 55.40704(W) AD(       ) 2
 BK3328  NGVD 29 (05/20/88)    7.     (m)           23.     (f) VERT ANG       
 BK3328
 BK3328.Superseded values are not recommended for survey control.
 BK3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3328.See file dsdata.txt to determine how the superseded data were derived.
 BK3328
 BK3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6486652424(NAD 83)
 BK3328_MARKER: DZ = AZIMUTH MARK DISK
 BK3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3328_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3328+STABILITY: SURFACE MOTION
 BK3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3328+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 BK3328
 BK3328  HISTORY     - Date     Condition        Report By
 BK3328  HISTORY     - 1987     MONUMENTED       LADTD
 BK3328  HISTORY     - 19970208 GOOD             USPSQD
 BK3328  HISTORY     - 20040419 GOOD             USPSQD
 BK3328  HISTORY     - 20060203 GOOD             USPSQD
 BK3328
 BK3328                          STATION DESCRIPTION
 BK3328
 BK3328'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3328'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTH OF SULPHUR, ON THE
 BK3328'PROPERTY OF DOY DUNHAM.
 BK3328'OWNERSHIP--DOY DUNHAM.
 BK3328'
 BK3328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK3328'HIGHWAY 27 IN SULPHUR, GO EAST FOR 0.9 KM (0.6 MI) ON HIGHWAYS 27
 BK3328'AND 90 TO A CROSS STREET.
 BK3328'TURN LEFT AND GO NORTH FOR 6.2 KM (3.9 MI) ON HIGHWAY 27 TO THE
 BK3328'MIDDLE OF THE BRIDGE AVER THE HOUSTON RIVER.
 BK3328'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.9 KM (1.2 MI) ON HIGHWAY
 BK3328'27 TO THE MARK ON THE RIGHT IN THE CORNER OF A LAWN.
 BK3328'
 BK3328'THE STATION IS A STANDARD NGS DISK
 BK3328'STAMPED---ROYER LOOP 1987---,
 BK3328'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3328'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3328'18.9 METERS (62 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY,
 BK3328'11 METERS (36.1 FT) NORTHWEST FROM THE CENTER OF THE GRAVEL DRIVE
 BK3328'TO THE HOUSE,
 BK3328'5.2 METERS (17.1 FT) WEST-SOUTHWEST FROM A GUY WIRE,
 BK3328'3.1 METERS (10.2 FT) WEST-NORTHWEST FROM A UTILITY POLE AND
 BK3328'1.2 METERS (3.9 FT) WEST-SOUTHWEST FROM A GUY WIRE AND A FIBERGLASS
 BK3328'WITNESS POST.
 BK3328
 BK3328                          STATION RECOVERY (1997)
 BK3328
 BK3328'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3328'RECOVERED IN GOOD CONDITION.
 BK3328
 BK3328                          STATION RECOVERY (2004)
 BK3328
 BK3328'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK3328'RECOVERED IN GOOD CONDITION.
 BK3328
 BK3328                          STATION RECOVERY (2006)
 BK3328
 BK3328'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0075 ***********************************************************************
 BW0075  DESIGNATION -  RR 1
 BW0075  PID         -  BW0075
 BW0075  STATE/COUNTY-  LA/CATAHOULA
 BW0075  USGS QUAD   -  LAC SAINTE AGNES (1982)
 BW0075
 BW0075                         *CURRENT SURVEY CONTROL
 BW0075  ___________________________________________________________________
 BW0075* NAD 83(1986)-  31 14 57.     (N)    091 59 07.     (W)     SCALED    
 BW0075* NAVD 88     -        18.046  (meters)      59.21   (feet)  ADJUSTED  
 BW0075  ___________________________________________________________________
 BW0075  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW0075  DYNAMIC HT  -          18.024 (meters)      59.13  (feet)  COMP
 BW0075  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 BW0075
 BW0075  VERT ORDER  -  FIRST     CLASS I
 BW0075
 BW0075.The horizontal coordinates were scaled from a topographic map and have
 BW0075.an estimated accuracy of +/- 6 seconds.
 BW0075
 BW0075.The orthometric height was determined by differential leveling
 BW0075.and adjusted by the National Geodetic Survey in February 1994..
 BW0075
 BW0075.The geoid height was determined by GEOID03.
 BW0075
 BW0075.The dynamic height is computed by dividing the NAVD 88
 BW0075.geopotential number by the normal gravity value computed on the
 BW0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0075.degrees latitude (g = 980.6199 gals.).
 BW0075
 BW0075.The modeled gravity was interpolated from observed gravity values.
 BW0075
 BW0075;                    North         East    Units  Estimated Accuracy
 BW0075;SPC LA N     -    83,180.    1,049,030.      MT  (+/- 180 meters Scaled)
 BW0075
 BW0075                          SUPERSEDED SURVEY CONTROL
 BW0075
 BW0075  NAVD 88 (06/15/91)   18.055  (m)           59.24   (f) UNKNOWN     1 1
 BW0075  NGVD 29 (??/??/??)   18.009  (m)           59.08   (f) ADJUSTED    1 1
 BW0075
 BW0075.Superseded values are not recommended for survey control.
 BW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0075.See file dsdata.txt to determine how the superseded data were derived.
 BW0075
 BW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ966576(NAD 83)
 BW0075_MARKER: Z = SEE DESCRIPTION
 BW0075_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BW0075_SP_SET: 72 FOOT CASE MARK
 BW0075_STAMPING: PBM RR L N 1
 BW0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0075
 BW0075  HISTORY     - Date     Condition        Report By
 BW0075  HISTORY     - 1977     MONUMENTED       USE
 BW0075  HISTORY     - 1977     GOOD             NGS
 BW0075
 BW0075                          STATION DESCRIPTION
 BW0075
 BW0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW0075'15.9 MI NE FROM EFFIE.
 BW0075'15.85 MILES NORTHEAST ALONG STATE HIGHWAY 1196 AND A GRAVEL ROAD
 BW0075'FROM THE JUNCTION OF STATE HIGHWAYS 107 AND 115 AT EFFIE, THENCE
 BW0075'0.05 MILE SOUTHWEST FROM THE INTERSECTION OF GRAVELED ROAD AND
 BW0075'A DIRT FARM ROAD, AT THE SOUTHWEST CORNER OF A LARGE AREA WHICH
 BW0075'HAS 12 HOUSES ON IT, 24 FEET EAST OF THE CENTER OF DIRT DRIVE
 BW0075'AROUND THE HOMES, 21 FEET NORTH OF THE CENTER OF A FARM ROAD,
 BW0075'39 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, AND 66 FEET
 BW0075'SOUTHWEST OF A 2 FOOT DIAMETER OAK TREE.
 BW0075'A CASE TYPE MARK PRESSED TO A DEPTH OF 72 FEET,PROTECTED
 BW0075'BY A 3 INCH PIPE PROJECTING  6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0076 ***********************************************************************
 BW0076  DESIGNATION -  RR 1 B
 BW0076  PID         -  BW0076
 BW0076  STATE/COUNTY-  LA/CATAHOULA
 BW0076  USGS QUAD   -  LAC SAINTE AGNES (1982)
 BW0076
 BW0076                         *CURRENT SURVEY CONTROL
 BW0076  ___________________________________________________________________
 BW0076* NAD 83(1986)-  31 14 44.     (N)    091 58 25.     (W)     SCALED    
 BW0076* NAVD 88     -        14.598  (meters)      47.89   (feet)  ADJUSTED  
 BW0076  ___________________________________________________________________
 BW0076  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BW0076  DYNAMIC HT  -          14.580 (meters)      47.83  (feet)  COMP
 BW0076  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 BW0076
 BW0076  VERT ORDER  -  FIRST     CLASS I
 BW0076
 BW0076.The horizontal coordinates were scaled from a topographic map and have
 BW0076.an estimated accuracy of +/- 6 seconds.
 BW0076
 BW0076.The orthometric height was determined by differential leveling
 BW0076.and adjusted by the National Geodetic Survey in February 1994..
 BW0076
 BW0076.The geoid height was determined by GEOID03.
 BW0076
 BW0076.The dynamic height is computed by dividing the NAVD 88
 BW0076.geopotential number by the normal gravity value computed on the
 BW0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0076.degrees latitude (g = 980.6199 gals.).
 BW0076
 BW0076.The modeled gravity was interpolated from observed gravity values.
 BW0076
 BW0076;                    North         East    Units  Estimated Accuracy
 BW0076;SPC LA N     -    82,790.    1,050,140.      MT  (+/- 180 meters Scaled)
 BW0076
 BW0076                          SUPERSEDED SURVEY CONTROL
 BW0076
 BW0076  NAVD 88 (06/15/91)   14.607  (m)           47.92   (f) UNKNOWN     1 1
 BW0076  NGVD 29 (??/??/??)   14.561  (m)           47.77   (f) ADJUSTED    1 1
 BW0076
 BW0076.Superseded values are not recommended for survey control.
 BW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0076.See file dsdata.txt to determine how the superseded data were derived.
 BW0076
 BW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ977572(NAD 83)
 BW0076_MARKER: Z = SEE DESCRIPTION
 BW0076_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BW0076_SP_SET: 80 FOOT CASE MARK
 BW0076_STAMPING: PBM 1 B
 BW0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0076
 BW0076  HISTORY     - Date     Condition        Report By
 BW0076  HISTORY     - 1977     MONUMENTED       USE
 BW0076  HISTORY     - 1977     GOOD             NGS
 BW0076
 BW0076                          STATION DESCRIPTION
 BW0076
 BW0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW0076'16.6 MI NE FROM EFFIE.
 BW0076'15.9 MILES NORTHEAST ALONG STATE HIGHWAY 1196, WHICH BECOMES A
 BW0076'GRAVEL ROAD FROM THE JUNCTION OF STATE HIGHWAYS 107 AND 115 AT
 BW0076'EFFIE, THENCE 0.7 MILE EAST ALONG A DIRT ROAD TO THE INTERSECTION
 BW0076'OF FARM ROAD, 22.5 FEET WEST OF THE CENTER OF THE FARM ROAD, 52.5
 BW0076'FEET SOUTH OF THE CENTER OF A DIRT ROAD, SET IN THE SOUTHWEST
 BW0076'CORNER OF A CULTIVATED FIELD.
 BW0076'A CASE TYPE MARK PRESSED TO A DEPTH OF 80 FEET,PROTECTED
 BW0076'BY A 3 INCH PIPE PROJECTING  6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0077 ***********************************************************************
 BW0077  DESIGNATION -  RR 1 C
 BW0077  PID         -  BW0077
 BW0077  STATE/COUNTY-  LA/CATAHOULA
 BW0077  USGS QUAD   -  LARTO LAKE SOUTH (1982)
 BW0077
 BW0077                         *CURRENT SURVEY CONTROL
 BW0077  ___________________________________________________________________
 BW0077* NAD 83(1986)-  31 15 17.     (N)    091 58 21.     (W)     SCALED    
 BW0077* NAVD 88     -        13.744  (meters)      45.09   (feet)  ADJUSTED  
 BW0077  ___________________________________________________________________
 BW0077  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW0077  DYNAMIC HT  -          13.727 (meters)      45.04  (feet)  COMP
 BW0077  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 BW0077
 BW0077  VERT ORDER  -  FIRST     CLASS I
 BW0077
 BW0077.The horizontal coordinates were scaled from a topographic map and have
 BW0077.an estimated accuracy of +/- 6 seconds.
 BW0077
 BW0077.The orthometric height was determined by differential leveling
 BW0077.and adjusted by the National Geodetic Survey in February 1994..
 BW0077
 BW0077.The geoid height was determined by GEOID03.
 BW0077
 BW0077.The dynamic height is computed by dividing the NAVD 88
 BW0077.geopotential number by the normal gravity value computed on the
 BW0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0077.degrees latitude (g = 980.6199 gals.).
 BW0077
 BW0077.The modeled gravity was interpolated from observed gravity values.
 BW0077
 BW0077;                    North         East    Units  Estimated Accuracy
 BW0077;SPC LA N     -    83,800.    1,050,240.      MT  (+/- 180 meters Scaled)
 BW0077
 BW0077                          SUPERSEDED SURVEY CONTROL
 BW0077
 BW0077  NAVD 88 (06/15/91)   13.752  (m)           45.12   (f) UNKNOWN     1 1
 BW0077  NGVD 29 (??/??/??)   13.707  (m)           44.97   (f) ADJUSTED    1 1
 BW0077
 BW0077.Superseded values are not recommended for survey control.
 BW0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0077.See file dsdata.txt to determine how the superseded data were derived.
 BW0077
 BW0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ978582(NAD 83)
 BW0077_MARKER: Z = SEE DESCRIPTION
 BW0077_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BW0077_SP_SET: GALVANIZED STEEL PIPE
 BW0077_STAMPING: PBM 1 C
 BW0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0077
 BW0077  HISTORY     - Date     Condition        Report By
 BW0077  HISTORY     - 1977     MONUMENTED       USE
 BW0077  HISTORY     - 1977     GOOD             NGS
 BW0077
 BW0077                          STATION DESCRIPTION
 BW0077
 BW0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW0077'17.2 MI NE FROM EFFIE.
 BW0077'15.9 MILES NORTHEAST ALONG STATE HIGHWAY 1196, WHICH RUNS INTO
 BW0077'A GRAVEL ROAD FROM THE JUNCTION OF STATE HIGHWAYS 107 AND 115
 BW0077'AT EFFIE, THENCE 0.7 MILE EAST ALONG A DIRT ROAD TO A
 BW0077'INTERSECTION, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, AT A
 BW0077'DITCH LINE RUNNING UNDER THE HIGHWAY, 46 FEET WEST OF THE
 BW0077'CENTER OF ROAD. A CASE TYPE MARK,LENGTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0078 ***********************************************************************
 BW0078  DESIGNATION -  RR 1 D
 BW0078  PID         -  BW0078
 BW0078  STATE/COUNTY-  LA/CATAHOULA
 BW0078  USGS QUAD   -  LARTO LAKE SOUTH (1982)
 BW0078
 BW0078                         *CURRENT SURVEY CONTROL
 BW0078  ___________________________________________________________________
 BW0078* NAD 83(1986)-  31 15 55.     (N)    091 57 45.     (W)     SCALED    
 BW0078* NAVD 88     -        15.148  (meters)      49.70   (feet)  ADJUSTED  
 BW0078  ___________________________________________________________________
 BW0078  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW0078  DYNAMIC HT  -          15.129 (meters)      49.64  (feet)  COMP
 BW0078  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 BW0078
 BW0078  VERT ORDER  -  FIRST     CLASS I
 BW0078
 BW0078.The horizontal coordinates were scaled from a topographic map and have
 BW0078.an estimated accuracy of +/- 6 seconds.
 BW0078
 BW0078.The orthometric height was determined by differential leveling
 BW0078.and adjusted by the National Geodetic Survey in February 1994..
 BW0078
 BW0078.The geoid height was determined by GEOID03.
 BW0078
 BW0078.The dynamic height is computed by dividing the NAVD 88
 BW0078.geopotential number by the normal gravity value computed on the
 BW0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0078.degrees latitude (g = 980.6199 gals.).
 BW0078
 BW0078.The modeled gravity was interpolated from observed gravity values.
 BW0078
 BW0078;                    North         East    Units  Estimated Accuracy
 BW0078;SPC LA N     -    84,980.    1,051,190.      MT  (+/- 180 meters Scaled)
 BW0078
 BW0078                          SUPERSEDED SURVEY CONTROL
 BW0078
 BW0078  NAVD 88 (06/15/91)   15.157  (m)           49.73   (f) UNKNOWN     1 1
 BW0078  NGVD 29 (??/??/??)   15.111  (m)           49.58   (f) ADJUSTED    1 1
 BW0078
 BW0078.Superseded values are not recommended for survey control.
 BW0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0078.See file dsdata.txt to determine how the superseded data were derived.
 BW0078
 BW0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ987594(NAD 83)
 BW0078_MARKER: Z = SEE DESCRIPTION
 BW0078_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BW0078_SP_SET: GALVANIZED STEEL PIPE
 BW0078_STAMPING: PBM 1 D
 BW0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0078
 BW0078  HISTORY     - Date     Condition        Report By
 BW0078  HISTORY     - 1977     MONUMENTED       USE
 BW0078  HISTORY     - 1977     GOOD             NGS
 BW0078
 BW0078                          STATION DESCRIPTION
 BW0078
 BW0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW0078'18.4 MI NE FROM EFFIE.
 BW0078'15.9 MILES NORTHEAST ALONG STATE HIGHWAY 1196, WHICH RUNS INTO
 BW0078'A GRAVEL ROAD, FROM THE JUNCTION OF STATE HIGHWAYS 107 AND 115
 BW0078'AT EFFIE, THENCE 0.7 MILE EAST ALONG A DIRT ROAD TO A INTER-
 BW0078'SECTION, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD TO A 10 FOOT
 BW0078'DEEP DRAINAGE DITCH LEADING EAST AND WEST THROUGH A CULTIVATED
 BW0078'FIELD, THENCE 0.6 MILE EAST ALONG THE NORTH SIDE OF THE DITCH,
 BW0078'AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD ABOUT 40 METERS
 BW0078'WEST OF THE WEST EDGE OF A WOODED AREA, 10 FEET NORTH OF THE
 BW0078'NORTH EDGE OF THE DITCH, AND PROTECTED BY 3 IRON PIPES
 BW0078'PROJECTING 3 FEET. A CASE TYPE MARK,LENGTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2268 ***********************************************************************
 BX2268  DESIGNATION -  RR 102
 BX2268  PID         -  BX2268
 BX2268  STATE/COUNTY-  LA/RAPIDES
 BX2268  USGS QUAD   -  ALEXANDRIA (1992)
 BX2268
 BX2268                         *CURRENT SURVEY CONTROL
 BX2268  ___________________________________________________________________
 BX2268* NAD 83(1986)-  31 17 26.     (N)    092 24 27.     (W)     SCALED    
 BX2268* NAVD 88     -        23.555  (meters)      77.28   (feet)  ADJUSTED  
 BX2268  ___________________________________________________________________
 BX2268  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2268  DYNAMIC HT  -          23.526 (meters)      77.18  (feet)  COMP
 BX2268  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 BX2268
 BX2268  VERT ORDER  -  FIRST     CLASS I
 BX2268
 BX2268.The horizontal coordinates were scaled from a topographic map and have
 BX2268.an estimated accuracy of +/- 6 seconds.
 BX2268
 BX2268.The orthometric height was determined by differential leveling
 BX2268.and adjusted by the National Geodetic Survey in February 1994..
 BX2268
 BX2268.The geoid height was determined by GEOID03.
 BX2268
 BX2268.The dynamic height is computed by dividing the NAVD 88
 BX2268.geopotential number by the normal gravity value computed on the
 BX2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2268.degrees latitude (g = 980.6199 gals.).
 BX2268
 BX2268.The modeled gravity was interpolated from observed gravity values.
 BX2268
 BX2268;                    North         East    Units  Estimated Accuracy
 BX2268;SPC LA N     -    87,660.    1,008,810.      MT  (+/- 180 meters Scaled)
 BX2268
 BX2268                          SUPERSEDED SURVEY CONTROL
 BX2268
 BX2268  NAVD 88 (06/15/91)   23.555  (m)           77.28   (f) UNKNOWN     1 1
 BX2268  NGVD 29 (??/??/??)   23.542  (m)           77.24   (f) ADJUSTED    1 1
 BX2268
 BX2268.Superseded values are not recommended for survey control.
 BX2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2268.See file dsdata.txt to determine how the superseded data were derived.
 BX2268
 BX2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ563619(NAD 83)
 BX2268_MARKER: Z = SEE DESCRIPTION
 BX2268_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2268_SP_SET: USE 80 FOOT CASE MARK
 BX2268_STAMPING: PBM RR MILE 102
 BX2268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2268
 BX2268  HISTORY     - Date     Condition        Report By
 BX2268  HISTORY     - 1977     MONUMENTED       USE
 BX2268  HISTORY     - 1977     GOOD             NGS
 BX2268
 BX2268                          STATION DESCRIPTION
 BX2268
 BX2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2268'2.9 MI SE FROM ALEXANDRIA.
 BX2268'ABOUT 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 AND THIRD STREET
 BX2268'FROM THE CITY HALL AT ALEXANDRIA, THENCE ABOUT 0.3 MILE NORTHEAST
 BX2268'ALONG LONGFELLOW DRIVE TO A DEAD END SIGN, CONTINUE NORTHEAST
 BX2268'ON FOOT ACROSS A LAWN AND A SMALL DITCH TO A FENCE, CONTINUE
 BX2268'THROUGH FENCE TO TOP OF LEVEE, THENCE GO EAST PAST THE
 BX2268'TRIANGULATION STATION SANDY FOR ABOUT 0.2 MILE TO CURVE IN
 BX2268'LEVEE ROAD AND MARK AT THE TOE OF LEVEE, 171 FEET SOUTHWEST
 BX2268'OF THE CENTER OF A CATTLE GUARD CROSSING ON TOP OF LEVEE, 124
 BX2268'FEET WEST OF THE CENTER LINE OF LEVEE ROAD,75 FEET SOUTH OF A
 BX2268'EAST-WEST FENCE CROSSING LEVEE, 30 FEET EAST OF A NORTH-SOUTH
 BX2268'FENCE AT THE TOE OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2271 ***********************************************************************
 BX2271  DESIGNATION -  RR 112
 BX2271  PID         -  BX2271
 BX2271  STATE/COUNTY-  LA/RAPIDES
 BX2271  USGS QUAD   -  RAPIDES (1992)
 BX2271
 BX2271                         *CURRENT SURVEY CONTROL
 BX2271  ___________________________________________________________________
 BX2271* NAD 83(1986)-  31 20 55.     (N)    092 30 55.     (W)     SCALED    
 BX2271* NAVD 88     -        24.172  (meters)      79.30   (feet)  ADJUSTED  
 BX2271  ___________________________________________________________________
 BX2271  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX2271  DYNAMIC HT  -          24.142 (meters)      79.21  (feet)  COMP
 BX2271  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BX2271
 BX2271  VERT ORDER  -  FIRST     CLASS I
 BX2271
 BX2271.The horizontal coordinates were scaled from a topographic map and have
 BX2271.an estimated accuracy of +/- 6 seconds.
 BX2271
 BX2271.The orthometric height was determined by differential leveling
 BX2271.and adjusted by the National Geodetic Survey in February 1994..
 BX2271
 BX2271.The geoid height was determined by GEOID03.
 BX2271
 BX2271.The dynamic height is computed by dividing the NAVD 88
 BX2271.geopotential number by the normal gravity value computed on the
 BX2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2271.degrees latitude (g = 980.6199 gals.).
 BX2271
 BX2271.The modeled gravity was interpolated from observed gravity values.
 BX2271
 BX2271;                    North         East    Units  Estimated Accuracy
 BX2271;SPC LA N     -    94,090.      998,550.      MT  (+/- 180 meters Scaled)
 BX2271
 BX2271                          SUPERSEDED SURVEY CONTROL
 BX2271
 BX2271  NAVD 88 (06/15/91)   24.171  (m)           79.30   (f) UNKNOWN     1 1
 BX2271  NGVD 29 (??/??/??)   24.164  (m)           79.28   (f) ADJUSTED    1 1
 BX2271
 BX2271.Superseded values are not recommended for survey control.
 BX2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2271.See file dsdata.txt to determine how the superseded data were derived.
 BX2271
 BX2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ461683(NAD 83)
 BX2271_MARKER: Z = SEE DESCRIPTION
 BX2271_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2271_SP_SET: USE 80 FOOT CASE MARK
 BX2271_STAMPING: PBM RR M 112
 BX2271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2271
 BX2271  HISTORY     - Date     Condition        Report By
 BX2271  HISTORY     - 1977     MONUMENTED       USE
 BX2271  HISTORY     - 1977     GOOD             NGS
 BX2271
 BX2271                          STATION DESCRIPTION
 BX2271
 BX2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2271'5.7 MI NW FROM ALEXANDRIA.
 BX2271'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL
 BX2271'AT ALEXANDRIA, THENCE 4.75 MILES NORTHWEST ALONG THE TEXAS AND
 BX2271'PACIFIC RAILROAD, THENCE 0.2 MILE NORTHEAST ON KARLA STREET TO
 BX2271'A T-INTERSECTION, THENCE ABOUT 0.3 MILE NORTH ACROSS PASTURE TO
 BX2271'MARK AT TOE OF LEVEE, ABOUT 400 FEET WEST OF A NORTH-SOUTH FENCE
 BX2271'CROSSING LEVEE, 130 FEET SOUTH OF THE CENTER OF TOP OF LEVEE,
 BX2271'5 FEET NORTH OF A EAST-WEST FENCE AT TOE OF LEVEE.
 BX2271'A CASE TYPE MARK PRESSED TO A DEPTH OF 80 FEET,PROTECTED
 BX2271'BY A 3 INCH PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2276 ***********************************************************************
 BX2276  DESIGNATION -  RR 122
 BX2276  PID         -  BX2276
 BX2276  STATE/COUNTY-  LA/RAPIDES
 BX2276  USGS QUAD   -  BOYCE (1992)
 BX2276
 BX2276                         *CURRENT SURVEY CONTROL
 BX2276  ___________________________________________________________________
 BX2276* NAD 83(1986)-  31 22 44.     (N)    092 38 13.     (W)     SCALED    
 BX2276* NAVD 88     -        25.779  (meters)      84.58   (feet)  ADJUSTED  
 BX2276  ___________________________________________________________________
 BX2276  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX2276  DYNAMIC HT  -          25.748 (meters)      84.47  (feet)  COMP
 BX2276  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 BX2276  OBS GRAVITY -     979,432.2   (mgal)                       GRAV_OBS
 BX2276
 BX2276  VERT ORDER  -  FIRST     CLASS I
 BX2276
 BX2276.The horizontal coordinates were scaled from a topographic map and have
 BX2276.an estimated accuracy of +/- 6 seconds.
 BX2276
 BX2276.The orthometric height was determined by differential leveling
 BX2276.and adjusted by the National Geodetic Survey in February 1994..
 BX2276
 BX2276.The geoid height was determined by GEOID03.
 BX2276
 BX2276.The dynamic height is computed by dividing the NAVD 88
 BX2276.geopotential number by the normal gravity value computed on the
 BX2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2276.degrees latitude (g = 980.6199 gals.).
 BX2276
 BX2276.The modeled gravity was interpolated from observed gravity values.
 BX2276.The observed gravity was obtained from relative gravimeter ties
 BX2276.to the IGSN71 gravity network.
 BX2276
 BX2276;                    North         East    Units  Estimated Accuracy
 BX2276;SPC LA N     -    97,460.      986,970.      MT  (+/- 180 meters Scaled)
 BX2276
 BX2276                          SUPERSEDED SURVEY CONTROL
 BX2276
 BX2276  NAVD 88 (06/15/91)   25.779  (m)           84.58   (f) UNKNOWN     1 1
 BX2276  NGVD 29 (??/??/??)   25.776  (m)           84.57   (f) ADJUSTED    1 1
 BX2276
 BX2276.Superseded values are not recommended for survey control.
 BX2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2276.See file dsdata.txt to determine how the superseded data were derived.
 BX2276
 BX2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ345716(NAD 83)
 BX2276_MARKER: Z = SEE DESCRIPTION
 BX2276_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2276_SP_SET: 80 FOOT CASE MARK
 BX2276_STAMPING: PBM 122
 BX2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2276
 BX2276  HISTORY     - Date     Condition        Report By
 BX2276  HISTORY     - 1977     MONUMENTED       USE
 BX2276  HISTORY     - 1977     GOOD             NGS
 BX2276
 BX2276                          STATION DESCRIPTION
 BX2276
 BX2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2276'2.8 MI SE FROM BOYCE.
 BX2276'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2276'AT BOYCE, THENCE 2.6 MILES SOUTHEAST ALONG THE LEVEE, 0.3 MILE
 BX2276'SOUTHEAST OF A DIRT ROAD CROSSING LEVEE, 102 FEET SOUTHEAST OF
 BX2276'THE CENTER OF A WOODEN GATE, 6 FEET NORTHEAST OF A BARBED WIRE
 BX2276'FENCE, AND SURROUNDED BY A 3-INCH GREASE FILLED PIPE AND ACCESS
 BX2276'IS HAD THROUGH A SCREW ON PIPE CAP.
 BX2276'A CASE TYPE MARK PRESSED TO A DEPTH OF 80 FEET,PROTECTED
 BX2276'BY A 3 INCH PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2282 ***********************************************************************
 BX2282  DESIGNATION -  RR 132
 BX2282  PID         -  BX2282
 BX2282  STATE/COUNTY-  LA/RAPIDES
 BX2282  USGS QUAD   -  BOYCE (1992)
 BX2282
 BX2282                         *CURRENT SURVEY CONTROL
 BX2282  ___________________________________________________________________
 BX2282* NAD 83(1986)-  31 26 32.     (N)    092 42 17.     (W)     SCALED    
 BX2282* NAVD 88     -        28.259  (meters)      92.71   (feet)  ADJUSTED  
 BX2282  ___________________________________________________________________
 BX2282  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2282  DYNAMIC HT  -          28.225 (meters)      92.60  (feet)  COMP
 BX2282  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 BX2282  OBS GRAVITY -     979,441.4   (mgal)                       GRAV_OBS
 BX2282
 BX2282  VERT ORDER  -  FIRST     CLASS I
 BX2282
 BX2282.The horizontal coordinates were scaled from a topographic map and have
 BX2282.an estimated accuracy of +/- 6 seconds.
 BX2282
 BX2282.The orthometric height was determined by differential leveling
 BX2282.and adjusted by the National Geodetic Survey in February 1994..
 BX2282
 BX2282.The geoid height was determined by GEOID03.
 BX2282
 BX2282.The dynamic height is computed by dividing the NAVD 88
 BX2282.geopotential number by the normal gravity value computed on the
 BX2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2282.degrees latitude (g = 980.6199 gals.).
 BX2282
 BX2282.The modeled gravity was interpolated from observed gravity values.
 BX2282.The observed gravity was obtained from relative gravimeter ties
 BX2282.to the IGSN71 gravity network.
 BX2282
 BX2282;                    North         East    Units  Estimated Accuracy
 BX2282;SPC LA N     -   104,490.      980,540.      MT  (+/- 180 meters Scaled)
 BX2282
 BX2282                          SUPERSEDED SURVEY CONTROL
 BX2282
 BX2282  NAVD 88 (06/15/91)   28.258  (m)           92.71   (f) UNKNOWN     1 1
 BX2282  NGVD 29 (??/??/??)   28.262  (m)           92.72   (f) ADJUSTED    1 1
 BX2282
 BX2282.Superseded values are not recommended for survey control.
 BX2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2282.See file dsdata.txt to determine how the superseded data were derived.
 BX2282
 BX2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ280786(NAD 83)
 BX2282_MARKER: Z = SEE DESCRIPTION
 BX2282_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2282_SP_SET: USE 72 FOOT CASE MARK
 BX2282_STAMPING: PBM 132
 BX2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2282
 BX2282  HISTORY     - Date     Condition        Report By
 BX2282  HISTORY     - 1977     MONUMENTED       USE
 BX2282  HISTORY     - 1977     GOOD             NGS
 BX2282
 BX2282                          STATION DESCRIPTION
 BX2282
 BX2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2282'2.0 MI NORTH FROM ZIMMERMAN.
 BX2282'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE RAILROAD CROSSING
 BX2282'AT ZIMMERMAN, 44 FEET NORTHEAST OF THE CENTER LINE OF ROAD, AND
 BX2282'16 FEET EAST OF A TREE. A PRESSED TYPE MARK SURROUNDED BY 3 YELLOW
 BX2282'WITNESS POSTS, SURROUNDED BY A YELLOW 4 INCH PIPE WHICH PROJECTS
 BX2282'21 INCHES. ACCESS IS HAD BY UNSCREWING A CAP WHICH IS STAMPED
 BX2282'PBM 132. A CASE TYPE MARK PRESSED TO A DEPTH OF 72 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2296 ***********************************************************************
 BX2296  DESIGNATION -  RR 142
 BX2296  PID         -  BX2296
 BX2296  STATE/COUNTY-  LA/NATCHITOCHES
 BX2296  USGS QUAD   -  COLFAX (1985)
 BX2296
 BX2296                         *CURRENT SURVEY CONTROL
 BX2296  ___________________________________________________________________
 BX2296* NAD 83(1986)-  31 31 44.     (N)    092 44 26.     (W)     SCALED    
 BX2296* NAVD 88     -        28.439  (meters)      93.30   (feet)  ADJUSTED  
 BX2296  ___________________________________________________________________
 BX2296  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX2296  DYNAMIC HT  -          28.405 (meters)      93.19  (feet)  COMP
 BX2296  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 BX2296  OBS GRAVITY -     979,448.1   (mgal)                       GRAV_OBS
 BX2296
 BX2296  VERT ORDER  -  FIRST     CLASS I
 BX2296
 BX2296.The horizontal coordinates were scaled from a topographic map and have
 BX2296.an estimated accuracy of +/- 6 seconds.
 BX2296
 BX2296.The orthometric height was determined by differential leveling
 BX2296.and adjusted by the National Geodetic Survey in February 1994..
 BX2296
 BX2296.The geoid height was determined by GEOID03.
 BX2296
 BX2296.The dynamic height is computed by dividing the NAVD 88
 BX2296.geopotential number by the normal gravity value computed on the
 BX2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2296.degrees latitude (g = 980.6199 gals.).
 BX2296
 BX2296.The modeled gravity was interpolated from observed gravity values.
 BX2296.The observed gravity was obtained from relative gravimeter ties
 BX2296.to the IGSN71 gravity network.
 BX2296
 BX2296;                    North         East    Units  Estimated Accuracy
 BX2296;SPC LA N     -   114,100.      977,160.      MT  (+/- 180 meters Scaled)
 BX2296
 BX2296                          SUPERSEDED SURVEY CONTROL
 BX2296
 BX2296  NAVD 88 (06/15/91)   28.439  (m)           93.30   (f) UNKNOWN     1 1
 BX2296  NGVD 29 (??/??/??)   28.450  (m)           93.34   (f) ADJUSTED    1 1
 BX2296
 BX2296.Superseded values are not recommended for survey control.
 BX2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2296.See file dsdata.txt to determine how the superseded data were derived.
 BX2296
 BX2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ246882(NAD 83)
 BX2296_MARKER: P = PIPE CAP
 BX2296_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2296_SP_SET: USE 71 FOOT CASE MARK
 BX2296_STAMPING: PBM 142
 BX2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2296
 BX2296  HISTORY     - Date     Condition        Report By
 BX2296  HISTORY     - 1977     MONUMENTED       USE
 BX2296  HISTORY     - 1977     GOOD             NGS
 BX2296
 BX2296                          STATION DESCRIPTION
 BX2296
 BX2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2296'16.6 MI EAST FROM CLOUTIERVILLE.
 BX2296'7.85 MILES NORTHEAST ALONG STATE HIGHWAY 495 AND 491 FROM THE
 BX2296'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 8.8 MILES
 BX2296'SOUTHEAST ALONG THE LEVEE, 88 FEET SOUTHWEST OF THE CENTER OF THE
 BX2296'LEVEE, PROTECTED BY THREE YELLOW WITNESS POSTS, SURROUNDED BY A
 BX2296'4-INCH YELLOW PIPE THAT PROJECTS 18-INCHES. ACCESS TO MARK IS HAD
 BX2296'BY A CAP WHICH IS STAMPED PBM 142. A CASE TYPE MARK,
 BX2296'PRESSED TO A DEPTH OF 71 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2306 ***********************************************************************
 BX2306  DESIGNATION -  RR 152
 BX2306  PID         -  BX2306
 BX2306  STATE/COUNTY-  LA/NATCHITOCHES
 BX2306  USGS QUAD   -  ALOHA (1992)
 BX2306
 BX2306                         *CURRENT SURVEY CONTROL
 BX2306  ___________________________________________________________________
 BX2306* NAD 83(1986)-  31 36 24.     (N)    092 51 37.     (W)     SCALED    
 BX2306* NAVD 88     -        29.328  (meters)      96.22   (feet)  ADJUSTED  
 BX2306  ___________________________________________________________________
 BX2306  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2306  DYNAMIC HT  -          29.293 (meters)      96.11  (feet)  COMP
 BX2306  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 BX2306  OBS GRAVITY -     979,450.1   (mgal)                       GRAV_OBS
 BX2306
 BX2306  VERT ORDER  -  FIRST     CLASS I
 BX2306
 BX2306.The horizontal coordinates were scaled from a topographic map and have
 BX2306.an estimated accuracy of +/- 6 seconds.
 BX2306
 BX2306.The orthometric height was determined by differential leveling
 BX2306.and adjusted by the National Geodetic Survey in February 1994..
 BX2306
 BX2306.The geoid height was determined by GEOID03.
 BX2306
 BX2306.The dynamic height is computed by dividing the NAVD 88
 BX2306.geopotential number by the normal gravity value computed on the
 BX2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2306.degrees latitude (g = 980.6199 gals.).
 BX2306
 BX2306.The modeled gravity was interpolated from observed gravity values.
 BX2306.The observed gravity was obtained from relative gravimeter ties
 BX2306.to the IGSN71 gravity network.
 BX2306
 BX2306;                    North         East    Units  Estimated Accuracy
 BX2306;SPC LA N     -   122,760.      965,810.      MT  (+/- 180 meters Scaled)
 BX2306
 BX2306                          SUPERSEDED SURVEY CONTROL
 BX2306
 BX2306  NAVD 88 (06/15/91)   29.328  (m)           96.22   (f) UNKNOWN     1 1
 BX2306  NGVD 29 (??/??/??)   29.348  (m)           96.29   (f) ADJUSTED    1 1
 BX2306
 BX2306.Superseded values are not recommended for survey control.
 BX2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2306.See file dsdata.txt to determine how the superseded data were derived.
 BX2306
 BX2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ132968(NAD 83)
 BX2306_MARKER: P = PIPE CAP
 BX2306_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2306_SP_SET: USE 72 FOOT CASE MARK
 BX2306_STAMPING: PBM RR M 152
 BX2306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2306
 BX2306  HISTORY     - Date     Condition        Report By
 BX2306  HISTORY     - 1977     MONUMENTED       USE
 BX2306  HISTORY     - 1977     GOOD             NGS
 BX2306
 BX2306                          STATION DESCRIPTION
 BX2306
 BX2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2306'8.9 MI NW FROM CLOUTIERVILLE.
 BX2306'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2306'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 1.1 MILES
 BX2306'NORTHWEST ALONG THE LEVEE, 138 FEET WEST -NORTHWEST OF A POWER POLE,
 BX2306'90 FEET SOUTHWEST OF THE CENTER OF THE LEVEE, 18 FEET NORTHEAST
 BX2306'OF A FIELD ROAD, 9 FEET SOUTHWEST OF A FENCE, PROTECTED BY THREE
 BX2306'YELLOW WITNESS POSTS, ALSO SURROUNDED BY A 4-INCH YELLOW PIPE
 BX2306'WHICH PROJECTS 18-INCHES. ACCESS TO THE MARK IS BY A CAP WHICH
 BX2306'IS STAMPED PBM RR M 152. A CASE TYPE MARK PRESSED TO 72 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2317 ***********************************************************************
 BX2317  DESIGNATION -  RR 162
 BX2317  PID         -  BX2317
 BX2317  STATE/COUNTY-  LA/NATCHITOCHES
 BX2317  USGS QUAD   -  MONTGOMERY (1993)
 BX2317
 BX2317                         *CURRENT SURVEY CONTROL
 BX2317  ___________________________________________________________________
 BX2317* NAD 83(1986)-  31 40 33.     (N)    092 57 53.     (W)     SCALED    
 BX2317* NAVD 88     -        33.160  (meters)     108.79   (feet)  ADJUSTED  
 BX2317  ___________________________________________________________________
 BX2317  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2317  DYNAMIC HT  -          33.120 (meters)     108.66  (feet)  COMP
 BX2317  MODELED GRAV-     979,446.1   (mgal)                       NAVD 88
 BX2317  OBS GRAVITY -     979,447.6   (mgal)                       GRAV_OBS
 BX2317
 BX2317  VERT ORDER  -  FIRST     CLASS I
 BX2317
 BX2317.The horizontal coordinates were scaled from a topographic map and have
 BX2317.an estimated accuracy of +/- 6 seconds.
 BX2317
 BX2317.The orthometric height was determined by differential leveling
 BX2317.and adjusted by the National Geodetic Survey in February 1994..
 BX2317
 BX2317.The geoid height was determined by GEOID03.
 BX2317
 BX2317.The dynamic height is computed by dividing the NAVD 88
 BX2317.geopotential number by the normal gravity value computed on the
 BX2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2317.degrees latitude (g = 980.6199 gals.).
 BX2317
 BX2317.The modeled gravity was interpolated from observed gravity values.
 BX2317.The observed gravity was obtained from relative gravimeter ties
 BX2317.to the IGSN71 gravity network.
 BX2317
 BX2317;                    North         East    Units  Estimated Accuracy
 BX2317;SPC LA N     -   130,470.      955,940.      MT  (+/- 180 meters Scaled)
 BX2317
 BX2317                          SUPERSEDED SURVEY CONTROL
 BX2317
 BX2317  NAVD 88 (06/15/91)   33.159  (m)          108.79   (f) UNKNOWN     1 1
 BX2317  NGVD 29 (??/??/??)   33.188  (m)          108.88   (f) ADJUSTED    1 1
 BX2317
 BX2317.Superseded values are not recommended for survey control.
 BX2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2317.See file dsdata.txt to determine how the superseded data were derived.
 BX2317
 BX2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR033045(NAD 83)
 BX2317_MARKER: P = PIPE CAP
 BX2317_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2317_SP_SET: GALVANIZED STEEL PIPE
 BX2317_STAMPING: PBM RR M 162
 BX2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2317
 BX2317  HISTORY     - Date     Condition        Report By
 BX2317  HISTORY     - 1977     MONUMENTED       USE
 BX2317  HISTORY     - 1977     GOOD             NGS
 BX2317
 BX2317                          STATION DESCRIPTION
 BX2317
 BX2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2317'18.9 MI NW FROM CLOUTIERVILLE.
 BX2317'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2317'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 11.1 MILES
 BX2317'NORTHWEST ALONG THE LEVEE, 0.1 MILE SOUTHEAST OF MILEPOST 16,
 BX2317'115 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING SOUTHWEST,
 BX2317'55 FEET SOUTHWEST OF THE CENTER OF THE LEVEE, AND 6 FEET NORTHEAST
 BX2317'OF A FENCE AT THE TOE OF THE LEVEE.
 BX2317'A CASE TYPE MARK,LENGTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2323 ***********************************************************************
 BX2323  DESIGNATION -  RR 172
 BX2323  PID         -  BX2323
 BX2323  STATE/COUNTY-  LA/NATCHITOCHES
 BX2323  USGS QUAD   -  MONTGOMERY (1993)
 BX2323
 BX2323                         *CURRENT SURVEY CONTROL
 BX2323  ___________________________________________________________________
 BX2323* NAD 83(1986)-  31 43 45.     (N)    093 00 00.     (W)     SCALED    
 BX2323* NAVD 88     -        32.737  (meters)     107.40   (feet)  ADJUSTED  
 BX2323  ___________________________________________________________________
 BX2323  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2323  DYNAMIC HT  -          32.698 (meters)     107.28  (feet)  COMP
 BX2323  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 BX2323
 BX2323  VERT ORDER  -  FIRST     CLASS I
 BX2323
 BX2323.The horizontal coordinates were scaled from a topographic map and have
 BX2323.an estimated accuracy of +/- 6 seconds.
 BX2323
 BX2323.The orthometric height was determined by differential leveling
 BX2323.and adjusted by the National Geodetic Survey in February 1994..
 BX2323
 BX2323.The geoid height was determined by GEOID03.
 BX2323
 BX2323.The dynamic height is computed by dividing the NAVD 88
 BX2323.geopotential number by the normal gravity value computed on the
 BX2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2323.degrees latitude (g = 980.6199 gals.).
 BX2323
 BX2323.The modeled gravity was interpolated from observed gravity values.
 BX2323
 BX2323;                    North         East    Units  Estimated Accuracy
 BX2323;SPC LA N     -   136,390.      952,620.      MT  (+/- 180 meters Scaled)
 BX2323
 BX2323                          SUPERSEDED SURVEY CONTROL
 BX2323
 BX2323  NAVD 88 (06/15/91)   32.736  (m)          107.40   (f) UNKNOWN     1 1
 BX2323  NGVD 29 (??/??/??)   32.771  (m)          107.52   (f) ADJUSTED    1 1
 BX2323
 BX2323.Superseded values are not recommended for survey control.
 BX2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2323.See file dsdata.txt to determine how the superseded data were derived.
 BX2323
 BX2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR000104(NAD 83)
 BX2323_MARKER: Z = SEE DESCRIPTION
 BX2323_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2323_SP_SET: USE 64 FOOT CASE MARK
 BX2323_STAMPING: PBM RR 172
 BX2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2323
 BX2323  HISTORY     - Date     Condition        Report By
 BX2323  HISTORY     - 1977     MONUMENTED       USE
 BX2323  HISTORY     - 1977     GOOD             NGS
 BX2323
 BX2323                          STATION DESCRIPTION
 BX2323
 BX2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2323'10.3 MI SE FROM NATCHITOCHES.
 BX2323'ABOUT 3.3 MILES NORTHEAST ON WILLIAMS AVENUE FROM THE JUNCTION
 BX2323'OF WILLIAMS AND THE NORTH BRIDGE OVER CANE RIVER LAKE TO THE
 BX2323'BETHEL BAPTIST CHURCH, THENCE 7.0 MILES SOUTHEAST ON GRAVEL
 BX2323'ROAD AND TOP OF LEVEE, 75 FEET SOUTHWEST OF CENTER OF LEVEE,
 BX2323'40 FEET WEST OF A 15-INCH TREE, 2 FEET NORTHEAST OF A FENCE,
 BX2323'AND PROTECTED BY THREE YELLOW WITNESS POSTS. A PIPE CAP
 BX2323'SURROUNDED BY A GREASE FILLED 3-1/2 INCH PIPE, WHICH ACCESS
 BX2323'IS HAD BY UNSCREWING A PIPE CAP STAMPED PBM RR MILE 172.
 BX2323'A CASE TYPE MARK PRESSED TO A DEPTH OF 80 FEET,PROTECTED
 BX2323'BY A 3 INCH PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2335 ***********************************************************************
 BX2335  DESIGNATION -  RR 182
 BX2335  PID         -  BX2335
 BX2335  STATE/COUNTY-  LA/NATCHITOCHES
 BX2335  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2335
 BX2335                         *CURRENT SURVEY CONTROL
 BX2335  ___________________________________________________________________
 BX2335* NAD 83(1986)-  31 48 25.     (N)    093 03 19.     (W)     SCALED    
 BX2335* NAVD 88     -        35.587  (meters)     116.75   (feet)  ADJUSTED  
 BX2335  ___________________________________________________________________
 BX2335  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2335  DYNAMIC HT  -          35.545 (meters)     116.62  (feet)  COMP
 BX2335  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 BX2335
 BX2335  VERT ORDER  -  FIRST     CLASS I
 BX2335
 BX2335.The horizontal coordinates were scaled from a topographic map and have
 BX2335.an estimated accuracy of +/- 6 seconds.
 BX2335
 BX2335.The orthometric height was determined by differential leveling
 BX2335.and adjusted by the National Geodetic Survey in February 1994..
 BX2335
 BX2335.The geoid height was determined by GEOID03.
 BX2335
 BX2335.The dynamic height is computed by dividing the NAVD 88
 BX2335.geopotential number by the normal gravity value computed on the
 BX2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2335.degrees latitude (g = 980.6199 gals.).
 BX2335
 BX2335.The modeled gravity was interpolated from observed gravity values.
 BX2335
 BX2335;                    North         East    Units  Estimated Accuracy
 BX2335;SPC LA N     -   145,040.      947,430.      MT  (+/- 180 meters Scaled)
 BX2335
 BX2335                          SUPERSEDED SURVEY CONTROL
 BX2335
 BX2335  NAVD 88 (06/15/91)   35.587  (m)          116.75   (f) UNKNOWN     1 1
 BX2335  NGVD 29 (??/??/??)   35.629  (m)          116.89   (f) ADJUSTED    1 1
 BX2335
 BX2335.Superseded values are not recommended for survey control.
 BX2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2335.See file dsdata.txt to determine how the superseded data were derived.
 BX2335
 BX2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR947190(NAD 83)
 BX2335_MARKER: Z = SEE DESCRIPTION
 BX2335_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2335_SP_SET: PRESSED 62 FEET
 BX2335_STAMPING: PBM RR 182
 BX2335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2335
 BX2335  HISTORY     - Date     Condition        Report By
 BX2335  HISTORY     - 1977     MONUMENTED       USE
 BX2335  HISTORY     - 1977     GOOD             NGS
 BX2335  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2335
 BX2335                          STATION DESCRIPTION
 BX2335
 BX2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2335'5.2 MI NE FROM NATCHITOCHES.
 BX2335'2.6 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX2335'NATCHITOCHES, THENCE 1.2 MILES NORTHEAST ALONG A BLACKTOP ROAD
 BX2335'TO A Y JUNCTION, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, THENCE
 BX2335'1.3 MILE NORTH ALONG A FARM ROAD PASSING THROUGH THREE GATES,
 BX2335'141 FEET SOUTHWEST OF THE LEVEE, 90 FEET NORTHEAST OF A FENCE,
 BX2335'56 FEET SOUTHEAST OF CENTER OF DIRT ROAD, AND 2 FEET WEST OF A
 BX2335'METAL WITNESS POST. ACCESS TO THE MARK MAY BE OBTAINED BY A 3-
 BX2335'INCH METAL CAP STAMPED PBM RR 182.
 BX2335'A CASE TYPE MARK PRESSED TO A DEPTH OF 62 FEET,PROTECTED
 BX2335'BY A 3 INCH PIPE PROJECTING 18 INCHES.
 BX2335
 BX2335                          STATION RECOVERY (1995)
 BX2335
 BX2335'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2346 ***********************************************************************
 BX2346  DESIGNATION -  RR 192
 BX2346  PID         -  BX2346
 BX2346  STATE/COUNTY-  LA/NATCHITOCHES
 BX2346  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX2346
 BX2346                         *CURRENT SURVEY CONTROL
 BX2346  ___________________________________________________________________
 BX2346* NAD 83(1986)-  31 52 32.     (N)    093 07 57.     (W)     SCALED    
 BX2346* NAVD 88     -        37.553  (meters)     123.21   (feet)  ADJUSTED  
 BX2346  ___________________________________________________________________
 BX2346  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX2346  DYNAMIC HT  -          37.509 (meters)     123.06  (feet)  COMP
 BX2346  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 BX2346
 BX2346  VERT ORDER  -  FIRST     CLASS I
 BX2346
 BX2346.The horizontal coordinates were scaled from a topographic map and have
 BX2346.an estimated accuracy of +/- 6 seconds.
 BX2346
 BX2346.The orthometric height was determined by differential leveling
 BX2346.and adjusted by the National Geodetic Survey in February 1994..
 BX2346
 BX2346.The geoid height was determined by GEOID03.
 BX2346
 BX2346.The dynamic height is computed by dividing the NAVD 88
 BX2346.geopotential number by the normal gravity value computed on the
 BX2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2346.degrees latitude (g = 980.6199 gals.).
 BX2346
 BX2346.The modeled gravity was interpolated from observed gravity values.
 BX2346
 BX2346;                    North         East    Units  Estimated Accuracy
 BX2346;SPC LA N     -   152,690.      940,160.      MT  (+/- 180 meters Scaled)
 BX2346
 BX2346                          SUPERSEDED SURVEY CONTROL
 BX2346
 BX2346  NAVD 88 (06/15/91)   37.552  (m)          123.20   (f) UNKNOWN     1 1
 BX2346  NGVD 29 (??/??/??)   37.600  (m)          123.36   (f) ADJUSTED    1 1
 BX2346
 BX2346.Superseded values are not recommended for survey control.
 BX2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2346.See file dsdata.txt to determine how the superseded data were derived.
 BX2346
 BX2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR874266(NAD 83)
 BX2346_MARKER: P = PIPE CAP
 BX2346_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2346_SP_SET: USE 63.9 FOOT CASE MARK
 BX2346_STAMPING: PBM 192
 BX2346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2346
 BX2346  HISTORY     - Date     Condition        Report By
 BX2346  HISTORY     - 1977     MONUMENTED       USE
 BX2346  HISTORY     - 1977     GOOD             NGS
 BX2346  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2346
 BX2346                          STATION DESCRIPTION
 BX2346
 BX2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2346'6.0 MI SE FROM POWHATAN.
 BX2346'4.0 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX2346'JUNCTION OF STATE HIGHWAY 485 AT POWHATAN, THENCE 1.0 MILE NORTH-
 BX2346'NORTHEAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT
 BX2346'ROAD, 12 FEET NORTH OF A FENCE LINE, 90 FEET EAST OF THE CENTERLINE
 BX2346'OF THE ROAD, AND 69 FEET EAST OF A POWER POLE.
 BX2346
 BX2346                          STATION RECOVERY (2001)
 BX2346
 BX2346'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX2346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2255 ***********************************************************************
 BX2255  DESIGNATION -  RR 2 B
 BX2255  PID         -  BX2255
 BX2255  STATE/COUNTY-  LA/RAPIDES
 BX2255  USGS QUAD   -  LATANIER (1993)
 BX2255
 BX2255                         *CURRENT SURVEY CONTROL
 BX2255  ___________________________________________________________________
 BX2255* NAD 83(1986)-  31 11 27.     (N)    092 17 34.     (W)     SCALED    
 BX2255* NAVD 88     -        26.575  (meters)      87.19   (feet)  ADJUSTED  
 BX2255  ___________________________________________________________________
 BX2255  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX2255  DYNAMIC HT  -          26.542 (meters)      87.08  (feet)  COMP
 BX2255  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 BX2255
 BX2255  VERT ORDER  -  FIRST     CLASS I
 BX2255
 BX2255.The horizontal coordinates were scaled from a topographic map and have
 BX2255.an estimated accuracy of +/- 6 seconds.
 BX2255
 BX2255.The orthometric height was determined by differential leveling
 BX2255.and adjusted by the National Geodetic Survey in February 1994..
 BX2255
 BX2255.The geoid height was determined by GEOID03.
 BX2255
 BX2255.The dynamic height is computed by dividing the NAVD 88
 BX2255.geopotential number by the normal gravity value computed on the
 BX2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2255.degrees latitude (g = 980.6199 gals.).
 BX2255
 BX2255.The modeled gravity was interpolated from observed gravity values.
 BX2255
 BX2255;                    North         East    Units  Estimated Accuracy
 BX2255;SPC LA N     -    76,620.    1,019,750.      MT  (+/- 180 meters Scaled)
 BX2255
 BX2255                          SUPERSEDED SURVEY CONTROL
 BX2255
 BX2255  NAVD 88 (06/15/91)   26.578  (m)           87.20   (f) UNKNOWN     1 1
 BX2255  NGVD 29 (??/??/??)   26.552  (m)           87.11   (f) ADJUSTED    1 1
 BX2255
 BX2255.Superseded values are not recommended for survey control.
 BX2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2255.See file dsdata.txt to determine how the superseded data were derived.
 BX2255
 BX2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ673509(NAD 83)
 BX2255_MARKER: Z = SEE DESCRIPTION
 BX2255_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2255_SP_SET: GALVANIZED STEEL PIPE
 BX2255_STAMPING: PBM 2 B
 BX2255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2255
 BX2255  HISTORY     - Date     Condition        Report By
 BX2255  HISTORY     - 1977     MONUMENTED       USE
 BX2255  HISTORY     - 1977     GOOD             NGS
 BX2255
 BX2255                          STATION DESCRIPTION
 BX2255
 BX2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2255'4.6 MI EAST FROM RUBY.
 BX2255'1.5 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 454 FROM THE
 BX2255'POST OFFICE AT RUBY, THENCE 2.8 MILES WEST AND SOUTHWEST ALONG
 BX2255'A PAVED AND DIRT ROAD, THENCE 0.2 MILE SOUTHWEST ALONG A DIRT
 BX2255'ROAD, THENCE 0.1 MILE WEST ACROSS A FIELD, 194.1 METERS WEST
 BX2255'OF H 301, 32 METERS WEST OF THE NORTHWEST CORNER OF A BARN, 90
 BX2255'METERS SOUTH OF THE CENTER OF THE DIRT ROAD, PROTECTED BY 2
 BX2255'WITNESS POST WHICH IS 2 FEET FROM EACH ONE NORTH AND SOUTH, SET
 BX2255'IN A PASTURE AT THE NORTHWEST CORNER. A CASE TYPE MARK,
 BX2255'LENGTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2256 ***********************************************************************
 BX2256  DESIGNATION -  RR 2 C
 BX2256  PID         -  BX2256
 BX2256  STATE/COUNTY-  LA/RAPIDES
 BX2256  USGS QUAD   -  LATANIER (1993)
 BX2256
 BX2256                         *CURRENT SURVEY CONTROL
 BX2256  ___________________________________________________________________
 BX2256* NAD 83(1986)-  31 11 39.     (N)    092 17 54.     (W)     SCALED    
 BX2256* NAVD 88     -        27.682  (meters)      90.82   (feet)  ADJUSTED  
 BX2256  ___________________________________________________________________
 BX2256  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BX2256  DYNAMIC HT  -          27.647 (meters)      90.71  (feet)  COMP
 BX2256  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 BX2256
 BX2256  VERT ORDER  -  FIRST     CLASS I
 BX2256
 BX2256.The horizontal coordinates were scaled from a topographic map and have
 BX2256.an estimated accuracy of +/- 6 seconds.
 BX2256
 BX2256.The orthometric height was determined by differential leveling
 BX2256.and adjusted by the National Geodetic Survey in February 1994..
 BX2256
 BX2256.The geoid height was determined by GEOID03.
 BX2256
 BX2256.The dynamic height is computed by dividing the NAVD 88
 BX2256.geopotential number by the normal gravity value computed on the
 BX2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2256.degrees latitude (g = 980.6199 gals.).
 BX2256
 BX2256.The modeled gravity was interpolated from observed gravity values.
 BX2256
 BX2256;                    North         East    Units  Estimated Accuracy
 BX2256;SPC LA N     -    76,990.    1,019,220.      MT  (+/- 180 meters Scaled)
 BX2256
 BX2256                          SUPERSEDED SURVEY CONTROL
 BX2256
 BX2256  NAVD 88 (06/15/91)   27.685  (m)           90.83   (f) UNKNOWN     1 1
 BX2256  NGVD 29 (??/??/??)   27.659  (m)           90.74   (f) ADJUSTED    1 1
 BX2256
 BX2256.Superseded values are not recommended for survey control.
 BX2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2256.See file dsdata.txt to determine how the superseded data were derived.
 BX2256
 BX2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ668513(NAD 83)
 BX2256_MARKER: Z = SEE DESCRIPTION
 BX2256_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2256_SP_SET: GALVANIZED STEEL PIPE
 BX2256_STAMPING: PBM 2 C
 BX2256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2256
 BX2256  HISTORY     - Date     Condition        Report By
 BX2256  HISTORY     - 1977     MONUMENTED       USE
 BX2256  HISTORY     - 1977     GOOD             NGS
 BX2256
 BX2256                          STATION DESCRIPTION
 BX2256
 BX2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2256'4.8 MI EAST FROM RUBY.
 BX2256'1.5 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 454 FROM THE
 BX2256'POST OFFICE AT RUBY, THENCE 3.3 MILES WEST AND SOUTHWEST ALONG
 BX2256'A PAVED AND GRAVEL ROAD, 7 METERS EAST OF A FENCE, 25 METERS
 BX2256'NORTH OF THE CENTER OF DIRT ROAD AND A CATTLE GUARD, 24 METERS
 BX2256'NORTH-NORTHEAST OF A POWER POLE WITH GUY WIRE, AND PROTECTED
 BX2256'BY 2 WITNESS POST, 2 FEET EAST AND WEST OF POST.
 BX2256'A CASE TYPE MARK,LENGTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2257 ***********************************************************************
 BX2257  DESIGNATION -  RR 2 D
 BX2257  PID         -  BX2257
 BX2257  STATE/COUNTY-  LA/RAPIDES
 BX2257  USGS QUAD   -  LATANIER (1993)
 BX2257
 BX2257                         *CURRENT SURVEY CONTROL
 BX2257  ___________________________________________________________________
 BX2257* NAD 83(1986)-  31 11 46.     (N)    092 18 28.     (W)     SCALED    
 BX2257* NAVD 88     -        29.201  (meters)      95.80   (feet)  ADJUSTED  
 BX2257  ___________________________________________________________________
 BX2257  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX2257  DYNAMIC HT  -          29.164 (meters)      95.68  (feet)  COMP
 BX2257  MODELED GRAV-     979,396.1   (mgal)                       NAVD 88
 BX2257
 BX2257  VERT ORDER  -  FIRST     CLASS I
 BX2257
 BX2257.The horizontal coordinates were scaled from a topographic map and have
 BX2257.an estimated accuracy of +/- 6 seconds.
 BX2257
 BX2257.The orthometric height was determined by differential leveling
 BX2257.and adjusted by the National Geodetic Survey in February 1994..
 BX2257
 BX2257.The geoid height was determined by GEOID03.
 BX2257
 BX2257.The dynamic height is computed by dividing the NAVD 88
 BX2257.geopotential number by the normal gravity value computed on the
 BX2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2257.degrees latitude (g = 980.6199 gals.).
 BX2257
 BX2257.The modeled gravity was interpolated from observed gravity values.
 BX2257
 BX2257;                    North         East    Units  Estimated Accuracy
 BX2257;SPC LA N     -    77,200.    1,018,320.      MT  (+/- 180 meters Scaled)
 BX2257
 BX2257                          SUPERSEDED SURVEY CONTROL
 BX2257
 BX2257  NAVD 88 (06/15/91)   29.204  (m)           95.81   (f) UNKNOWN     1 1
 BX2257  NGVD 29 (??/??/??)   29.178  (m)           95.73   (f) ADJUSTED    1 1
 BX2257
 BX2257.Superseded values are not recommended for survey control.
 BX2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2257.See file dsdata.txt to determine how the superseded data were derived.
 BX2257
 BX2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ659515(NAD 83)
 BX2257_MARKER: Z = SEE DESCRIPTION
 BX2257_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2257_SP_SET: GALVANIZED STEEL PIPE
 BX2257_STAMPING: PBM 2 D
 BX2257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2257
 BX2257  HISTORY     - Date     Condition        Report By
 BX2257  HISTORY     - 1977     MONUMENTED       USE
 BX2257  HISTORY     - 1977     GOOD             NGS
 BX2257
 BX2257                          STATION DESCRIPTION
 BX2257
 BX2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2257'5.5 MI EAST FROM RUBY.
 BX2257'1.5 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 454 FROM THE
 BX2257'POST OFFICE AT RUBY, THENCE 4.0 MILES WEST AND SOUTHWEST ALONG
 BX2257'A PAVED AND DIRT ROAH, 11 METERS SOUTH OF THE CENTER OF DIRT
 BX2257'ROAD, 4 METERS EAST OF A WIRE FENCE, 9 METERS SOUTHEAST OF A
 BX2257'FENCE CORNER, ABOUT 150 METERS NORTHEAST OF THE NORTHEAST
 BX2257'CORNER OF A BRICK HOME, AND PROTECTED BY 2 WITNESS POST ON THE
 BX2257'EAST AND WEST SIDE OF BM, 2 FEET FEOM EACH ONE, ALSO 0.2 MILE
 BX2257'EAST OF THE END OF DIRT ROAD WHICH IS A CIRCLE DRIVE.
 BX2257'A CASE TYPE MARK,LENGTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2258 ***********************************************************************
 BX2258  DESIGNATION -  RR 2 E
 BX2258  PID         -  BX2258
 BX2258  STATE/COUNTY-  LA/RAPIDES
 BX2258  USGS QUAD   -  LATANIER (1993)
 BX2258
 BX2258                         *CURRENT SURVEY CONTROL
 BX2258  ___________________________________________________________________
 BX2258* NAD 83(1986)-  31 11 53.     (N)    092 18 55.     (W)     SCALED    
 BX2258* NAVD 88     -        22.622  (meters)      74.22   (feet)  ADJUSTED  
 BX2258  ___________________________________________________________________
 BX2258  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX2258  DYNAMIC HT  -          22.593 (meters)      74.12  (feet)  COMP
 BX2258  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 BX2258
 BX2258  VERT ORDER  -  FIRST     CLASS I
 BX2258
 BX2258.The horizontal coordinates were scaled from a topographic map and have
 BX2258.an estimated accuracy of +/- 6 seconds.
 BX2258
 BX2258.The orthometric height was determined by differential leveling
 BX2258.and adjusted by the National Geodetic Survey in February 1994..
 BX2258
 BX2258.The geoid height was determined by GEOID03.
 BX2258
 BX2258.The dynamic height is computed by dividing the NAVD 88
 BX2258.geopotential number by the normal gravity value computed on the
 BX2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2258.degrees latitude (g = 980.6199 gals.).
 BX2258
 BX2258.The modeled gravity was interpolated from observed gravity values.
 BX2258
 BX2258;                    North         East    Units  Estimated Accuracy
 BX2258;SPC LA N     -    77,410.    1,017,610.      MT  (+/- 180 meters Scaled)
 BX2258
 BX2258                          SUPERSEDED SURVEY CONTROL
 BX2258
 BX2258  NAVD 88 (06/15/91)   22.625  (m)           74.23   (f) UNKNOWN     1 1
 BX2258  NGVD 29 (??/??/??)   22.599  (m)           74.14   (f) ADJUSTED    1 1
 BX2258
 BX2258.Superseded values are not recommended for survey control.
 BX2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2258.See file dsdata.txt to determine how the superseded data were derived.
 BX2258
 BX2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ652517(NAD 83)
 BX2258_MARKER: Z = SEE DESCRIPTION
 BX2258_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2258_SP_SET: GALVANIZED STEEL PIPE
 BX2258_STAMPING: PBM 2 E
 BX2258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2258
 BX2258  HISTORY     - Date     Condition        Report By
 BX2258  HISTORY     - 1977     MONUMENTED       USE
 BX2258  HISTORY     - 1977     GOOD             NGS
 BX2258
 BX2258                          STATION DESCRIPTION
 BX2258
 BX2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2258'6.1 MI EAST FROM RUBY.
 BX2258'1.5 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 454 FROM THE
 BX2258'POST OFFICE AT RUBY, THENCE 4.2 MILES WEST AND SOUTHWEST ALONG
 BX2258'A PAVED AND DIRT ROAD, THENCE 0.4 MILE WEST ALONG FARM ROAD
 BX2258'THROUGH WOODS TO BENCH MARK ACROSS BAYOU, 18 METERS WEST OF CENTER
 BX2258'OF DIRT ROAD, 3 METERS SOUTH OF BARBED WIRE FENCE, 12 METERS SOUTH-
 BX2258'WEST OF WEST END OF GATE CROSSING ROAD, AND PROTECTED BY 2 WITNESS
 BX2258'POSTS ON THE EAST AND WEST SIDE OF THE BM, 2 FEET FROM EACH ONE.
 BX2258'A CASE TYPE MARK,LENGTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2353 ***********************************************************************
 BX2353  DESIGNATION -  RR 202
 BX2353  PID         -  BX2353
 BX2353  STATE/COUNTY-  LA/NATCHITOCHES
 BX2353  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX2353
 BX2353                         *CURRENT SURVEY CONTROL
 BX2353  ___________________________________________________________________
 BX2353* NAD 83(1986)-  31 53 10.     (N)    093 13 56.     (W)     SCALED    
 BX2353* NAVD 88     -        38.855  (meters)     127.48   (feet)  ADJUSTED  
 BX2353  ___________________________________________________________________
 BX2353  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2353  DYNAMIC HT  -          38.809 (meters)     127.33  (feet)  COMP
 BX2353  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 BX2353
 BX2353  VERT ORDER  -  FIRST     CLASS I
 BX2353
 BX2353.The horizontal coordinates were scaled from a topographic map and have
 BX2353.an estimated accuracy of +/- 6 seconds.
 BX2353
 BX2353.The orthometric height was determined by differential leveling
 BX2353.and adjusted by the National Geodetic Survey in February 1994..
 BX2353
 BX2353.The geoid height was determined by GEOID03.
 BX2353
 BX2353.The dynamic height is computed by dividing the NAVD 88
 BX2353.geopotential number by the normal gravity value computed on the
 BX2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2353.degrees latitude (g = 980.6199 gals.).
 BX2353
 BX2353.The modeled gravity was interpolated from observed gravity values.
 BX2353
 BX2353;                    North         East    Units  Estimated Accuracy
 BX2353;SPC LA N     -   153,920.      930,730.      MT  (+/- 180 meters Scaled)
 BX2353
 BX2353                          SUPERSEDED SURVEY CONTROL
 BX2353
 BX2353  NAVD 88 (06/15/91)   38.854  (m)          127.47   (f) UNKNOWN     1 1
 BX2353  NGVD 29 (??/??/??)   38.908  (m)          127.65   (f) ADJUSTED    1 1
 BX2353
 BX2353.Superseded values are not recommended for survey control.
 BX2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2353.See file dsdata.txt to determine how the superseded data were derived.
 BX2353
 BX2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR780278(NAD 83)
 BX2353_MARKER: Z = SEE DESCRIPTION
 BX2353_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2353_SP_SET: USE 62 FOOT CASE MARK
 BX2353_STAMPING: PBM RR MILE 202
 BX2353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2353
 BX2353  HISTORY     - Date     Condition        Report By
 BX2353  HISTORY     - 1977     MONUMENTED       USE
 BX2353  HISTORY     - 1977     GOOD             NGS
 BX2353  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2353  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2353
 BX2353                          STATION DESCRIPTION
 BX2353
 BX2353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2353'3.5 MI NW FROM POWHATAN.
 BX2353'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX2353'AT POWHATAN, 65 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 28
 BX2353'FEET SOUTHWEST OF SOUTHWEST RAIL OF PACIFIC RAILROAD, 75 FEET
 BX2353'NORTHWEST OF TELEPHONE POLE, AND PROTECTED BY 3 YELLOW WITNESS
 BX2353'POSTS. A PIPE CAP SURROUNDED BY A GREASE FILLED 3-1/2 INCH
 BX2353'PIPE, WHICH ACCESS IS HAD BY UNSCREWING A PIPE CAP STAMPED
 BX2353'PBM RR MILE 202. A CASE TYPE MARK PRESSED TO 62 FT.
 BX2353
 BX2353                          STATION RECOVERY (1995)
 BX2353
 BX2353'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2353'MARK NOT FOUND.
 BX2353
 BX2353                          STATION RECOVERY (2001)
 BX2353
 BX2353'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX2353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2363 ***********************************************************************
 BX2363  DESIGNATION -  RR 212
 BX2363  PID         -  BX2363
 BX2363  STATE/COUNTY-  LA/RED RIVER
 BX2363  USGS QUAD   -  HANNA (1992)
 BX2363
 BX2363                         *CURRENT SURVEY CONTROL
 BX2363  ___________________________________________________________________
 BX2363* NAD 83(1986)-  31 56 32.     (N)    093 19 42.     (W)     SCALED    
 BX2363* NAVD 88     -        39.158  (meters)     128.47   (feet)  ADJUSTED  
 BX2363  ___________________________________________________________________
 BX2363  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX2363  DYNAMIC HT  -          39.113 (meters)     128.32  (feet)  COMP
 BX2363  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 BX2363
 BX2363  VERT ORDER  -  FIRST     CLASS I
 BX2363
 BX2363.The horizontal coordinates were scaled from a topographic map and have
 BX2363.an estimated accuracy of +/- 6 seconds.
 BX2363
 BX2363.The orthometric height was determined by differential leveling
 BX2363.and adjusted by the National Geodetic Survey in February 1994..
 BX2363
 BX2363.The geoid height was determined by GEOID03.
 BX2363
 BX2363.The dynamic height is computed by dividing the NAVD 88
 BX2363.geopotential number by the normal gravity value computed on the
 BX2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2363.degrees latitude (g = 980.6199 gals.).
 BX2363
 BX2363.The modeled gravity was interpolated from observed gravity values.
 BX2363
 BX2363;                    North         East    Units  Estimated Accuracy
 BX2363;SPC LA N     -   160,210.      921,690.      MT  (+/- 180 meters Scaled)
 BX2363
 BX2363                          SUPERSEDED SURVEY CONTROL
 BX2363
 BX2363  NAVD 88 (06/15/91)   39.158  (m)          128.47   (f) UNKNOWN     1 1
 BX2363  NGVD 29 (??/??/??)   39.216  (m)          128.66   (f) ADJUSTED    1 1
 BX2363
 BX2363.Superseded values are not recommended for survey control.
 BX2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2363.See file dsdata.txt to determine how the superseded data were derived.
 BX2363
 BX2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR689340(NAD 83)
 BX2363_MARKER: P = PIPE CAP
 BX2363_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2363_SP_SET: USE CASE MARK
 BX2363_STAMPING: PBM RR MILE 212
 BX2363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2363
 BX2363  HISTORY     - Date     Condition        Report By
 BX2363  HISTORY     - 1977     MONUMENTED       USE
 BX2363  HISTORY     - 1977     GOOD             NGS
 BX2363  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2363
 BX2363                          STATION DESCRIPTION
 BX2363
 BX2363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2363'1.7 MI SE FROM HANNA.
 BX2363'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX2363'AT HANNA, 240 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD
 BX2363'CROSSING THE TRACKS, 89 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX2363'HIGHWAY, AND 31 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TEXAS
 BX2363'AND PACIFIC RAILROAD. A PIPE CAP SURROUNDED BY A GREASE FILLED
 BX2363'3-1/2 INCH IRON PIPE PROJECTING 22 INCHES, AND 2 YELLOW WITNESS
 BX2363'POSTS. ACCESS IS HAD BY UNSCREWING A PIPE CAP STAMPED PBM
 BX2363'RR MILE 212. A CASE TYPE MARK PRESSED TO AN UNKNOWN LENGTH.
 BX2363
 BX2363                          STATION RECOVERY (2001)
 BX2363
 BX2363'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2102 ***********************************************************************
 CQ2102  DESIGNATION -  RR 222
 CQ2102  PID         -  CQ2102
 CQ2102  STATE/COUNTY-  LA/RED RIVER
 CQ2102  USGS QUAD   -  HARMON (1980)
 CQ2102
 CQ2102                         *CURRENT SURVEY CONTROL
 CQ2102  ___________________________________________________________________
 CQ2102* NAD 83(1986)-  32 01 09.     (N)    093 23 31.     (W)     SCALED    
 CQ2102* NAVD 88     -        40.709  (meters)     133.56   (feet)  ADJUSTED  
 CQ2102  ___________________________________________________________________
 CQ2102  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2102  DYNAMIC HT  -          40.662 (meters)     133.41  (feet)  COMP
 CQ2102  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 CQ2102
 CQ2102  VERT ORDER  -  FIRST     CLASS I
 CQ2102
 CQ2102.The horizontal coordinates were scaled from a topographic map and have
 CQ2102.an estimated accuracy of +/- 6 seconds.
 CQ2102
 CQ2102.The orthometric height was determined by differential leveling
 CQ2102.and adjusted by the National Geodetic Survey in February 1994..
 CQ2102
 CQ2102.The geoid height was determined by GEOID03.
 CQ2102
 CQ2102.The dynamic height is computed by dividing the NAVD 88
 CQ2102.geopotential number by the normal gravity value computed on the
 CQ2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2102.degrees latitude (g = 980.6199 gals.).
 CQ2102
 CQ2102.The modeled gravity was interpolated from observed gravity values.
 CQ2102
 CQ2102;                    North         East    Units  Estimated Accuracy
 CQ2102;SPC LA N     -   168,780.      915,740.      MT  (+/- 180 meters Scaled)
 CQ2102
 CQ2102                          SUPERSEDED SURVEY CONTROL
 CQ2102
 CQ2102  NAVD 88 (06/15/91)   40.709  (m)          133.56   (f) UNKNOWN     1 1
 CQ2102  NGVD 29 (??/??/??)   40.767  (m)          133.75   (f) ADJUSTED    1 1
 CQ2102
 CQ2102.Superseded values are not recommended for survey control.
 CQ2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2102.See file dsdata.txt to determine how the superseded data were derived.
 CQ2102
 CQ2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR629426(NAD 83)
 CQ2102_MARKER: P = PIPE CAP
 CQ2102_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2102_SP_SET: USE 64 FOOT CASE MARK
 CQ2102_STAMPING: PBM RR MILE 222
 CQ2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2102
 CQ2102  HISTORY     - Date     Condition        Report By
 CQ2102  HISTORY     - 1977     MONUMENTED       USE
 CQ2102  HISTORY     - 1977     GOOD             NGS
 CQ2102
 CQ2102                          STATION DESCRIPTION
 CQ2102
 CQ2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2102'1.1 MI NW FROM ARMISTEAD.
 CQ2102'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 CQ2102'U.S. HIGHWAY 84 AT ARMISTEAD, 12 FEET NORTHEAST OF THE CENTER
 CQ2102'LINE OF THE HIGHWAY, 45 FEET WEST OF THE CENTER LINE OF THE
 CQ2102'LEVEE, 52 FEET NORTHEAST OF A BARBED WIRE FENCE, AND 17 FEET
 CQ2102'WEST OF A BARBED WIRE FENCE. A PIPE CAP SURROUNDED BY A GREASE
 CQ2102'FILLED 3-1/2 INCH IRON PIPE AND 2 YELLOW WITNESS POSTS. ACCESS
 CQ2102'IS HAD BY UNSCREWING A PIPE CAP STAMPED PBM RR MILE 222.
 CQ2102'A CASE TYPE MARK PRESSED TO A DEPTH OF 64 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2107 ***********************************************************************
 CQ2107  DESIGNATION -  RR 242
 CQ2107  PID         -  CQ2107
 CQ2107  STATE/COUNTY-  LA/RED RIVER
 CQ2107  USGS QUAD   -  EAST POINT (1979)
 CQ2107
 CQ2107                         *CURRENT SURVEY CONTROL
 CQ2107  ___________________________________________________________________
 CQ2107* NAD 83(1986)-  32 12 26.     (N)    093 28 54.     (W)     SCALED    
 CQ2107* NAVD 88     -        44.301  (meters)     145.34   (feet)  ADJUSTED  
 CQ2107  ___________________________________________________________________
 CQ2107  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ2107  DYNAMIC HT  -          44.250 (meters)     145.18  (feet)  COMP
 CQ2107  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CQ2107
 CQ2107  VERT ORDER  -  FIRST     CLASS I
 CQ2107
 CQ2107.The horizontal coordinates were scaled from a topographic map and have
 CQ2107.an estimated accuracy of +/- 6 seconds.
 CQ2107
 CQ2107.The orthometric height was determined by differential leveling
 CQ2107.and adjusted by the National Geodetic Survey in February 1994..
 CQ2107
 CQ2107.The geoid height was determined by GEOID03.
 CQ2107
 CQ2107.The dynamic height is computed by dividing the NAVD 88
 CQ2107.geopotential number by the normal gravity value computed on the
 CQ2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2107.degrees latitude (g = 980.6199 gals.).
 CQ2107
 CQ2107.The modeled gravity was interpolated from observed gravity values.
 CQ2107
 CQ2107;                    North         East    Units  Estimated Accuracy
 CQ2107;SPC LA N     -   189,710.      907,460.      MT  (+/- 180 meters Scaled)
 CQ2107
 CQ2107                          SUPERSEDED SURVEY CONTROL
 CQ2107
 CQ2107  NAVD 88 (06/15/91)   44.300  (m)          145.34   (f) UNKNOWN     1 1
 CQ2107  NGVD 29 (??/??/??)   44.352  (m)          145.51   (f) ADJUSTED    1 1
 CQ2107
 CQ2107.Superseded values are not recommended for survey control.
 CQ2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2107.See file dsdata.txt to determine how the superseded data were derived.
 CQ2107
 CQ2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR546635(NAD 83)
 CQ2107_MARKER: P = PIPE CAP
 CQ2107_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2107_SP_SET: USE PRESSED CASE MARK 41FT
 CQ2107_STAMPING: PBM RR MILE 242
 CQ2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2107
 CQ2107  HISTORY     - Date     Condition        Report By
 CQ2107  HISTORY     - 1977     MONUMENTED       USE
 CQ2107  HISTORY     - 1977     GOOD             NGS
 CQ2107
 CQ2107                          STATION DESCRIPTION
 CQ2107
 CQ2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2107'18.9 MI NW FROM COUSHATTA.
 CQ2107'ABOUT 2.5 MILES WEST ALONG  HIGHWAY 84 FROM THE KANSAS CITY
 CQ2107'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.0 MILES NORTH-
 CQ2107'WEST ALONG STATE HIGHWAY 1 AND US HIGHWAY 84, THENCE 7.5 MILES
 CQ2107'NORTH ALONG STATE HIGHWAY 1, 125 FEET EAST OF THE CENTER LINE
 CQ2107'SOUTHWEST CORNER OF A METAL SHED AND 6 FEET NORTH OF A WIRE FENCE.
 CQ2107'A PIPE CAP SCREWED ON A 1 INCH PIPE WHICH IS PRESSED TO A DEPTH
 CQ2107'OF 41 FEET AND PROTECTED BY A 4 INCH PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2108 ***********************************************************************
 CQ2108  DESIGNATION -  RR 252
 CQ2108  PID         -  CQ2108
 CQ2108  STATE/COUNTY-  LA/CADDO
 CQ2108  USGS QUAD   -  ELM GROVE (1980)
 CQ2108
 CQ2108                         *CURRENT SURVEY CONTROL
 CQ2108  ___________________________________________________________________
 CQ2108* NAD 83(1986)-  32 16 36.     (N)    093 32 33.     (W)     SCALED    
 CQ2108* NAVD 88     -        45.055  (meters)     147.82   (feet)  ADJUSTED  
 CQ2108  ___________________________________________________________________
 CQ2108  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2108  DYNAMIC HT  -          45.003 (meters)     147.65  (feet)  COMP
 CQ2108  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CQ2108
 CQ2108  VERT ORDER  -  FIRST     CLASS I
 CQ2108
 CQ2108.The horizontal coordinates were scaled from a topographic map and have
 CQ2108.an estimated accuracy of +/- 6 seconds.
 CQ2108
 CQ2108.The orthometric height was determined by differential leveling
 CQ2108.and adjusted by the National Geodetic Survey in February 1994..
 CQ2108
 CQ2108.The geoid height was determined by GEOID03.
 CQ2108
 CQ2108.The dynamic height is computed by dividing the NAVD 88
 CQ2108.geopotential number by the normal gravity value computed on the
 CQ2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2108.degrees latitude (g = 980.6199 gals.).
 CQ2108
 CQ2108.The modeled gravity was interpolated from observed gravity values.
 CQ2108
 CQ2108;                    North         East    Units  Estimated Accuracy
 CQ2108;SPC LA N     -   197,460.      901,800.      MT  (+/- 180 meters Scaled)
 CQ2108
 CQ2108                          SUPERSEDED SURVEY CONTROL
 CQ2108
 CQ2108  NAVD 88 (06/15/91)   45.054  (m)          147.81   (f) UNKNOWN     1 1
 CQ2108  NGVD 29 (??/??/??)   45.106  (m)          147.99   (f) ADJUSTED    1 1
 CQ2108
 CQ2108.Superseded values are not recommended for survey control.
 CQ2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2108.See file dsdata.txt to determine how the superseded data were derived.
 CQ2108
 CQ2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR489712(NAD 83)
 CQ2108_MARKER: P = PIPE CAP
 CQ2108_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2108_SP_SET: USE CASE MARK
 CQ2108_STAMPING: PBM RR MILE 252
 CQ2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2108
 CQ2108  HISTORY     - Date     Condition        Report By
 CQ2108  HISTORY     - 1977     MONUMENTED       USE
 CQ2108  HISTORY     - 1977     GOOD             NGS
 CQ2108  HISTORY     - 19941023 GOOD             USPSQD
 CQ2108
 CQ2108                          STATION DESCRIPTION
 CQ2108
 CQ2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2108'16.3 MI SE FROM SHREVEPORT.
 CQ2108'16.3 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ2108'STATION POST OFFICE AT SHREVEPORT, 89 FEET SOUTHWEST OF THE
 CQ2108'SOUTHWEST RAIL OF THE TEXAS AND PACIFIC RAILROAD, 42 FEET EAST-
 CQ2108'SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY OPPOSITE AND ACROSS
 CQ2108'THE HIGHWAY FROM ROBINSON ROAD, AND SURROUNDED BY 2 YELLOW
 CQ2108'WITNESS POSTS. A PIPE CAP SURROUNDED BY A GREASE FILLED 3-1/2
 CQ2108'INCH PIPE, WHICH ACCESS IS HAD BY UNSCREWING A PIPE CAP WITH
 CQ2108'STAMPING PBM RR MILE 252.A CASE TYPE MARK,
 CQ2108'LENGTH UNKNOWN,PROTECTED BY A 4 INCH PIPE PROJECTING 24 INCHES.
 CQ2108
 CQ2108                          STATION RECOVERY (1994)
 CQ2108
 CQ2108'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2112 ***********************************************************************
 CQ2112  DESIGNATION -  RR 262
 CQ2112  PID         -  CQ2112
 CQ2112  STATE/COUNTY-  LA/CADDO
 CQ2112  USGS QUAD   -  WALLACE LAKE (1992)
 CQ2112
 CQ2112                         *CURRENT SURVEY CONTROL
 CQ2112  ___________________________________________________________________
 CQ2112* NAD 83(1986)-  32 22 19.     (N)    093 39 05.     (W)     SCALED    
 CQ2112* NAVD 88     -        45.843  (meters)     150.40   (feet)  ADJUSTED  
 CQ2112  ___________________________________________________________________
 CQ2112  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2112  DYNAMIC HT  -          45.791 (meters)     150.23  (feet)  COMP
 CQ2112  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CQ2112
 CQ2112  VERT ORDER  -  FIRST     CLASS I
 CQ2112
 CQ2112.The horizontal coordinates were scaled from a topographic map and have
 CQ2112.an estimated accuracy of +/- 6 seconds.
 CQ2112
 CQ2112.The orthometric height was determined by differential leveling
 CQ2112.and adjusted by the National Geodetic Survey in February 1994..
 CQ2112
 CQ2112.The geoid height was determined by GEOID03.
 CQ2112
 CQ2112.The dynamic height is computed by dividing the NAVD 88
 CQ2112.geopotential number by the normal gravity value computed on the
 CQ2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2112.degrees latitude (g = 980.6199 gals.).
 CQ2112
 CQ2112.The modeled gravity was interpolated from observed gravity values.
 CQ2112
 CQ2112;                    North         East    Units  Estimated Accuracy
 CQ2112;SPC LA N     -   208,130.      891,650.      MT  (+/- 180 meters Scaled)
 CQ2112
 CQ2112                          SUPERSEDED SURVEY CONTROL
 CQ2112
 CQ2112  NAVD 88 (06/15/91)   45.846  (m)          150.41   (f) UNKNOWN     1 1
 CQ2112  NGVD 29 (??/??/??)   45.907  (m)          150.61   (f) ADJUSTED    1 1
 CQ2112
 CQ2112.Superseded values are not recommended for survey control.
 CQ2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2112.See file dsdata.txt to determine how the superseded data were derived.
 CQ2112
 CQ2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR387818(NAD 83)
 CQ2112_MARKER: P = PIPE CAP
 CQ2112_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2112_SP_SET: GALVANIZED STEEL PIPE
 CQ2112_STAMPING: PBM RR MILE 262
 CQ2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2112
 CQ2112  HISTORY     - Date     Condition        Report By
 CQ2112  HISTORY     - 1977     MONUMENTED       USE
 CQ2112  HISTORY     - 1977     GOOD             NGS
 CQ2112  HISTORY     - 19941023 MARK NOT FOUND   USPSQD
 CQ2112
 CQ2112                          STATION DESCRIPTION
 CQ2112
 CQ2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2112'7.3 MI SE FROM SHREVEPORT.
 CQ2112'7.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD STATION
 CQ2112'POST OFFICE AT SHREVEPORT, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD
 CQ2112'LEADING TO THE LEVEE, 109 FEET WESTNORTHWEST OF THE CENTER LINE OF THE
 CQ2112'ROAD, AND SURROUNDED BY 2 YELLOW WITNESS POSTS. A PIPE CAP
 CQ2112'SCREWED ON A 1 INCH PIPE PRESSED TO AN UNKNOWN DEPTH AND SURROUNDED
 CQ2112'BY A GREASE FILLED 3-1/2 INCH PIPE PROJECTING 21 INCHES. ACCESS
 CQ2112'TO THE MARK IS BY UNSCREWING A PIPE AND CAP STAMPED PBM R.R. MILE 262.
 CQ2112
 CQ2112                          STATION RECOVERY (1994)
 CQ2112
 CQ2112'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2115 ***********************************************************************
 CQ2115  DESIGNATION -  RR 272
 CQ2115  PID         -  CQ2115
 CQ2115  STATE/COUNTY-  LA/BOSSIER
 CQ2115  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ2115
 CQ2115                         *CURRENT SURVEY CONTROL
 CQ2115  ___________________________________________________________________
 CQ2115* NAD 83(1986)-  32 27 33.     (N)    093 41 07.     (W)     SCALED    
 CQ2115* NAVD 88     -        48.706  (meters)     159.80   (feet)  ADJUSTED  
 CQ2115  ___________________________________________________________________
 CQ2115  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ2115  DYNAMIC HT  -          48.651 (meters)     159.62  (feet)  COMP
 CQ2115  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CQ2115
 CQ2115  VERT ORDER  -  FIRST     CLASS I
 CQ2115
 CQ2115.The horizontal coordinates were scaled from a topographic map and have
 CQ2115.an estimated accuracy of +/- 6 seconds.
 CQ2115
 CQ2115.The orthometric height was determined by differential leveling
 CQ2115.and adjusted by the National Geodetic Survey in June 1991..
 CQ2115
 CQ2115.The geoid height was determined by GEOID03.
 CQ2115
 CQ2115.The dynamic height is computed by dividing the NAVD 88
 CQ2115.geopotential number by the normal gravity value computed on the
 CQ2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2115.degrees latitude (g = 980.6199 gals.).
 CQ2115
 CQ2115.The modeled gravity was interpolated from observed gravity values.
 CQ2115
 CQ2115;                    North         East    Units  Estimated Accuracy
 CQ2115;SPC LA N     -   217,840.      888,570.      MT  (+/- 180 meters Scaled)
 CQ2115
 CQ2115                          SUPERSEDED SURVEY CONTROL
 CQ2115
 CQ2115  NGVD 29 (??/??/??)   48.771  (m)          160.01   (f) ADJUSTED    1 1
 CQ2115
 CQ2115.Superseded values are not recommended for survey control.
 CQ2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2115.See file dsdata.txt to determine how the superseded data were derived.
 CQ2115
 CQ2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR355915(NAD 83)
 CQ2115_MARKER: P = PIPE CAP
 CQ2115_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2115_SP_SET: 43 FOOT CASE MARK
 CQ2115_STAMPING: PBM RR MILE 272
 CQ2115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2115
 CQ2115  HISTORY     - Date     Condition        Report By
 CQ2115  HISTORY     - 1977     MONUMENTED       USE
 CQ2115  HISTORY     - 1977     GOOD             NGS
 CQ2115  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CQ2115
 CQ2115                          STATION DESCRIPTION
 CQ2115
 CQ2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2115'3.7 MI SE FROM SHREVEPORT.
 CQ2115'1.0 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD STATION
 CQ2115'POST OFFICE AT SHREVEPORT, THENCE 2.7 MILES EAST ALONG STATE
 CQ2115'HIGHWAY 511, AT THE NORTHWEST CORNER OF THE BRIDGE OVER THE RED
 CQ2115'RIVER, 230 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 62 FEET
 CQ2115'NORTHEAST OF THE CENTER OF A DIRT ROAD, 22 FEET SOUTH OF A BARBED
 CQ2115'WIRE FENCE, 7 FEET WEST OF A WIRE FENCE, AND BETWEEN TWO YELLOW
 CQ2115'WITNESS POSTS. A PIPE CAP SURROUNDED BY A GREASE FILLED 3-INCH
 CQ2115'IRON PIPE PROJECTING 24 INCHES. ACCESS IS HAD BY UNSCREWING A CAP
 CQ2115'STAMPED PBM RR MILE 272. A 43 FT. CASE TYPE MARK.
 CQ2115
 CQ2115                          STATION RECOVERY (1989)
 CQ2115
 CQ2115'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2127 ***********************************************************************
 CQ2127  DESIGNATION -  RR 282
 CQ2127  PID         -  CQ2127
 CQ2127  STATE/COUNTY-  LA/BOSSIER
 CQ2127  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2127
 CQ2127                         *CURRENT SURVEY CONTROL
 CQ2127  ___________________________________________________________________
 CQ2127* NAD 83(1986)-  32 32 41.     (N)    093 44 59.     (W)     SCALED    
 CQ2127* NAVD 88     -        52.686  (meters)     172.85   (feet)  ADJUSTED  
 CQ2127  ___________________________________________________________________
 CQ2127  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2127  DYNAMIC HT  -          52.627 (meters)     172.66  (feet)  COMP
 CQ2127  MODELED GRAV-     979,516.4   (mgal)                       NAVD 88
 CQ2127
 CQ2127  VERT ORDER  -  FIRST     CLASS I
 CQ2127
 CQ2127.This mark is at Shreveport Downtown Airport (DTN)
 CQ2127
 CQ2127.The horizontal coordinates were scaled from a topographic map and have
 CQ2127.an estimated accuracy of +/- 6 seconds.
 CQ2127
 CQ2127.The orthometric height was determined by differential leveling
 CQ2127.and adjusted by the National Geodetic Survey in June 1991..
 CQ2127
 CQ2127.The geoid height was determined by GEOID03.
 CQ2127
 CQ2127.The dynamic height is computed by dividing the NAVD 88
 CQ2127.geopotential number by the normal gravity value computed on the
 CQ2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2127.degrees latitude (g = 980.6199 gals.).
 CQ2127
 CQ2127.The modeled gravity was interpolated from observed gravity values.
 CQ2127
 CQ2127;                    North         East    Units  Estimated Accuracy
 CQ2127;SPC LA N     -   227,390.      882,620.      MT  (+/- 180 meters Scaled)
 CQ2127
 CQ2127                          SUPERSEDED SURVEY CONTROL
 CQ2127
 CQ2127  NGVD 29 (??/??/??)   52.743  (m)          173.04   (f) ADJUSTED    1 1
 CQ2127
 CQ2127.Superseded values are not recommended for survey control.
 CQ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2127.See file dsdata.txt to determine how the superseded data were derived.
 CQ2127
 CQ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS296010(NAD 83)
 CQ2127_MARKER: Z = SEE DESCRIPTION
 CQ2127_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2127_SP_SET: USE 41 FOOT CASE MARK
 CQ2127_STAMPING: PBM RR MILE 282
 CQ2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2127
 CQ2127  HISTORY     - Date     Condition        Report By
 CQ2127  HISTORY     - 1977     MONUMENTED       USE
 CQ2127  HISTORY     - 1977     GOOD             NGS
 CQ2127  HISTORY     - 1989     GOOD             USPSQD
 CQ2127
 CQ2127                          STATION DESCRIPTION
 CQ2127
 CQ2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2127'0.3 MI NORTH FROM SHREVEPORT.
 CQ2127'0.3 MILE NORTH ALONG THE SERVICE ROAD WEST OF THE RUNWAYS FROM THE
 CQ2127'DOWNTOWN AIRPORT TERMINAL BUILDING, 166 FEET SOUTHWEST OF THE WEST
 CQ2127'CORNER OF RUNWAY 14, 63 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CQ2127'7 FEET SOUTHEAST OF A CYCLONE FENCE, AND SURROUNDED BY 2 YELLOW
 CQ2127'WITNESS POSTS. A PIPE CAP SURROUNDED BY A GREASE FILLED3-INCH IRON
 CQ2127'PIPE PROJECTING 24-INCHES. ACCESS IS HAD BY A CAP STAMPED PBM RR
 CQ2127'MILE 282. A CASE TYPE MARK PRESSED TO A DEPTH OF 41 FT.
 CQ2127
 CQ2127                          STATION RECOVERY (1989)
 CQ2127
 CQ2127'RECOVERY NOTE BY US POWER SQUADRON 1989 (HBH)
 CQ2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2140 ***********************************************************************
 CQ2140  DESIGNATION -  RR 292
 CQ2140  PID         -  CQ2140
 CQ2140  STATE/COUNTY-  LA/CADDO
 CQ2140  USGS QUAD   -  DIXIE (1982)
 CQ2140
 CQ2140                         *CURRENT SURVEY CONTROL
 CQ2140  ___________________________________________________________________
 CQ2140* NAD 83(1986)-  32 38 04.     (N)    093 46 03.     (W)     SCALED    
 CQ2140* NAVD 88     -        55.239  (meters)     181.23   (feet)  ADJUSTED  
 CQ2140  ___________________________________________________________________
 CQ2140  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2140  DYNAMIC HT  -          55.177 (meters)     181.03  (feet)  COMP
 CQ2140  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CQ2140
 CQ2140  VERT ORDER  -  FIRST     CLASS I
 CQ2140
 CQ2140.The horizontal coordinates were scaled from a topographic map and have
 CQ2140.an estimated accuracy of +/- 6 seconds.
 CQ2140
 CQ2140.The orthometric height was determined by differential leveling
 CQ2140.and adjusted by the National Geodetic Survey in June 1991..
 CQ2140
 CQ2140.The geoid height was determined by GEOID03.
 CQ2140
 CQ2140.The dynamic height is computed by dividing the NAVD 88
 CQ2140.geopotential number by the normal gravity value computed on the
 CQ2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2140.degrees latitude (g = 980.6199 gals.).
 CQ2140
 CQ2140.The modeled gravity was interpolated from observed gravity values.
 CQ2140
 CQ2140;                    North         East    Units  Estimated Accuracy
 CQ2140;SPC LA N     -   237,360.      881,070.      MT  (+/- 180 meters Scaled)
 CQ2140
 CQ2140                          SUPERSEDED SURVEY CONTROL
 CQ2140
 CQ2140  NGVD 29 (??/??/??)   55.294  (m)          181.41   (f) ADJUSTED    1 1
 CQ2140
 CQ2140.Superseded values are not recommended for survey control.
 CQ2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2140.See file dsdata.txt to determine how the superseded data were derived.
 CQ2140
 CQ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS280110(NAD 83)
 CQ2140_MARKER: Z = SEE DESCRIPTION
 CQ2140_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2140_SP_SET: USE 64 FOOT CASE MARK
 CQ2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2140
 CQ2140  HISTORY     - Date     Condition        Report By
 CQ2140  HISTORY     - 1977     MONUMENTED       USE
 CQ2140  HISTORY     - 1977     GOOD             NGS
 CQ2140
 CQ2140                          STATION DESCRIPTION
 CQ2140
 CQ2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2140'6.2 MI SE FROM DIXIE.
 CQ2140'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE
 CQ2140'AT DIXIE, THENCE 1.1 MILE EAST ALONG LEVEE, 369 FEET EAST OF A
 CQ2140'BARBED WIRE FENCE, 229 FEET NORTH OF THE CENTER OF LEVEE, 76 FEET
 CQ2140'SOUTH OF THE SOUTHEAST CORNER TRUCK ON BLOCKS, 36 EAST OF THE
 CQ2140'CENTER OF A 40-INCH TREE, SURROUNDED BY 2 YELLOW WITNESS POSTS,
 CQ2140'AND IS A PIPE CAP SURROUNDED BY A GREASE FILLED 3-INCH YELLOW
 CQ2140'PIPE PROJECTING 24-INCHES. ACCESS IS HAD BY A CAP STAMPED PBM
 CQ2140'RR MILE 292.  A CASE TYPE MARK PRESSED TO A DEPTH OF 64 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2286 ***********************************************************************
 BX2286  DESIGNATION -  RR 3 C
 BX2286  PID         -  BX2286
 BX2286  STATE/COUNTY-  LA/RAPIDES
 BX2286  USGS QUAD   -  BOYCE (1992)
 BX2286
 BX2286                         *CURRENT SURVEY CONTROL
 BX2286  ___________________________________________________________________
 BX2286* NAD 83(1986)-  31 28 25.     (N)    092 42 34.     (W)     SCALED    
 BX2286* NAVD 88     -        29.220  (meters)      95.87   (feet)  ADJUSTED  
 BX2286  ___________________________________________________________________
 BX2286  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2286  DYNAMIC HT  -          29.185 (meters)      95.75  (feet)  COMP
 BX2286  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 BX2286
 BX2286  VERT ORDER  -  FIRST     CLASS I
 BX2286
 BX2286.The horizontal coordinates were scaled from a topographic map and have
 BX2286.an estimated accuracy of +/- 6 seconds.
 BX2286
 BX2286.The orthometric height was determined by differential leveling
 BX2286.and adjusted by the National Geodetic Survey in February 1994..
 BX2286
 BX2286.The geoid height was determined by GEOID03.
 BX2286
 BX2286.The dynamic height is computed by dividing the NAVD 88
 BX2286.geopotential number by the normal gravity value computed on the
 BX2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2286.degrees latitude (g = 980.6199 gals.).
 BX2286
 BX2286.The modeled gravity was interpolated from observed gravity values.
 BX2286
 BX2286;                    North         East    Units  Estimated Accuracy
 BX2286;SPC LA N     -   107,970.      980,100.      MT  (+/- 180 meters Scaled)
 BX2286
 BX2286                          SUPERSEDED SURVEY CONTROL
 BX2286
 BX2286  NAVD 88 (06/15/91)   29.220  (m)           95.87   (f) UNKNOWN     1 1
 BX2286  NGVD 29 (??/??/??)   29.225  (m)           95.88   (f) ADJUSTED    1 1
 BX2286
 BX2286.Superseded values are not recommended for survey control.
 BX2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2286.See file dsdata.txt to determine how the superseded data were derived.
 BX2286
 BX2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ276821(NAD 83)
 BX2286_MARKER: Z = SEE DESCRIPTION
 BX2286_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2286_SP_SET: USE 80 FOOT CASE MARK
 BX2286_STAMPING: PBM 3 C
 BX2286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2286
 BX2286  HISTORY     - Date     Condition        Report By
 BX2286  HISTORY     - 1977     MONUMENTED       USE
 BX2286  HISTORY     - 1977     GOOD             NGS
 BX2286
 BX2286                          STATION DESCRIPTION
 BX2286
 BX2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2286'15.9 MI SE FROM CLOUTIERVILLE.
 BX2286'6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2286'STATE HIGHWAY 495 AT CLOUTIERVILLE, THENCE 4.2 MILES NORTHEAST
 BX2286'ALONG STATE HIGHWAY 490 TO A T JUNCTION, THENCE 1.3 MILES EAST
 BX2286'ALONG A PAVED ROAD THAT IS ALSO HIGHWAY 490, TO AN EARTH DAM AND
 BX2286'DIRT ROAD OVER THE CANE RIVER, THENCE 3.7 MILES SOUTHEAST ALONG
 BX2286'THE MAIN DIRT ROAD, THENCE 1000 FEET SOUTHWEST ON A TRACK ROAD,
 BX2286'28 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND SURROUNDED
 BX2286'BY 2 YELLOW WITNESS POSTS. A PIPE CAP, WHICH IS HAD BY UNSCREWING
 BX2286'A 3-1/2 INCH PIPE CAP, PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2287 ***********************************************************************
 BX2287  DESIGNATION -  RR 3 D
 BX2287  PID         -  BX2287
 BX2287  STATE/COUNTY-  LA/RAPIDES
 BX2287  USGS QUAD   -  BOYCE (1992)
 BX2287
 BX2287                         *CURRENT SURVEY CONTROL
 BX2287  ___________________________________________________________________
 BX2287* NAD 83(1986)-  31 28 01.     (N)    092 42 43.     (W)     SCALED    
 BX2287* NAVD 88     -        28.394  (meters)      93.16   (feet)  ADJUSTED  
 BX2287  ___________________________________________________________________
 BX2287  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2287  DYNAMIC HT  -          28.360 (meters)      93.04  (feet)  COMP
 BX2287  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 BX2287
 BX2287  VERT ORDER  -  FIRST     CLASS I
 BX2287
 BX2287.The horizontal coordinates were scaled from a topographic map and have
 BX2287.an estimated accuracy of +/- 6 seconds.
 BX2287
 BX2287.The orthometric height was determined by differential leveling
 BX2287.and adjusted by the National Geodetic Survey in February 1994..
 BX2287
 BX2287.The geoid height was determined by GEOID03.
 BX2287
 BX2287.The dynamic height is computed by dividing the NAVD 88
 BX2287.geopotential number by the normal gravity value computed on the
 BX2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2287.degrees latitude (g = 980.6199 gals.).
 BX2287
 BX2287.The modeled gravity was interpolated from observed gravity values.
 BX2287
 BX2287;                    North         East    Units  Estimated Accuracy
 BX2287;SPC LA N     -   107,230.      979,860.      MT  (+/- 180 meters Scaled)
 BX2287
 BX2287                          SUPERSEDED SURVEY CONTROL
 BX2287
 BX2287  NAVD 88 (06/15/91)   28.393  (m)           93.15   (f) UNKNOWN     1 1
 BX2287  NGVD 29 (??/??/??)   28.398  (m)           93.17   (f) ADJUSTED    1 1
 BX2287
 BX2287.Superseded values are not recommended for survey control.
 BX2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2287.See file dsdata.txt to determine how the superseded data were derived.
 BX2287
 BX2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ273813(NAD 83)
 BX2287_MARKER: Z = SEE DESCRIPTION
 BX2287_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2287_SP_SET: USE 72 FOOT CASE MARK
 BX2287_STAMPING: PBM 3 D
 BX2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2287
 BX2287  HISTORY     - Date     Condition        Report By
 BX2287  HISTORY     - 1977     MONUMENTED       USE
 BX2287  HISTORY     - 1977     GOOD             NGS
 BX2287
 BX2287                          STATION DESCRIPTION
 BX2287
 BX2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2287'16.7 MI SE FROM CLOUTIERVILLE.
 BX2287'6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2287'STATE HIGHWAY 495 AT CLOUTIERVILLE, THENCE 4.2 MILES NORTHEAST
 BX2287'ALONG STATE HIGHWAY 490 TO A T JUNCTION, THENCE 1.3 MILES EAST
 BX2287'ALONG A PAVED ROAD THAT IS ALSO HIGHWAY 490 TO AN EARTH DAM AND
 BX2287'DIRT ROAD OVER THE CANE RIVER, THENCE 3.8 MILES SOUTHEAST ALONG
 BX2287'THE MAIN DIRT ROAD TO A T JUNCTION, THENCE 0.5 MILE SOUTH ALONG
 BX2287'A DIRT ROAD PARALLEL TO THE RED RIVER, THENCE 0.2 MILE
 BX2287'ACROSS A FIELD TO THE WEST, A CASE MARK ENCASED BY A 3-1/2
 BX2287'INCH YELLOW IRON PIPE PROJECTING 2 FEET, WHICH ACCESS IS HAD
 BX2287'BY UNSCREWING THE PIPE CAP. 2 ORANGE WITNESS POSTS SURROUND THE
 BX2287'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2289 ***********************************************************************
 BX2289  DESIGNATION -  RR 3 E
 BX2289  PID         -  BX2289
 BX2289  STATE/COUNTY-  LA/RAPIDES
 BX2289  USGS QUAD   -  BOYCE (1992)
 BX2289
 BX2289                         *CURRENT SURVEY CONTROL
 BX2289  ___________________________________________________________________
 BX2289* NAD 83(1986)-  31 27 41.     (N)    092 42 39.     (W)     SCALED    
 BX2289* NAVD 88     -        27.696  (meters)      90.87   (feet)  ADJUSTED  
 BX2289  ___________________________________________________________________
 BX2289  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX2289  DYNAMIC HT  -          27.663 (meters)      90.76  (feet)  COMP
 BX2289  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 BX2289
 BX2289  VERT ORDER  -  FIRST     CLASS I
 BX2289
 BX2289.The horizontal coordinates were scaled from a topographic map and have
 BX2289.an estimated accuracy of +/- 6 seconds.
 BX2289
 BX2289.The orthometric height was determined by differential leveling
 BX2289.and adjusted by the National Geodetic Survey in February 1994..
 BX2289
 BX2289.The geoid height was determined by GEOID03.
 BX2289
 BX2289.The dynamic height is computed by dividing the NAVD 88
 BX2289.geopotential number by the normal gravity value computed on the
 BX2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2289.degrees latitude (g = 980.6199 gals.).
 BX2289
 BX2289.The modeled gravity was interpolated from observed gravity values.
 BX2289
 BX2289;                    North         East    Units  Estimated Accuracy
 BX2289;SPC LA N     -   106,610.      979,960.      MT  (+/- 180 meters Scaled)
 BX2289
 BX2289                          SUPERSEDED SURVEY CONTROL
 BX2289
 BX2289  NAVD 88 (06/15/91)   27.696  (m)           90.87   (f) UNKNOWN     1 1
 BX2289  NGVD 29 (??/??/??)   27.701  (m)           90.88   (f) ADJUSTED    1 1
 BX2289
 BX2289.Superseded values are not recommended for survey control.
 BX2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2289.See file dsdata.txt to determine how the superseded data were derived.
 BX2289
 BX2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ274807(NAD 83)
 BX2289_MARKER: Z = SEE DESCRIPTION
 BX2289_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2289_SP_SET: USE 80 FOOT CASE MARK
 BX2289_STAMPING: PBM 3E
 BX2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2289
 BX2289  HISTORY     - Date     Condition        Report By
 BX2289  HISTORY     - 1977     MONUMENTED       USE
 BX2289  HISTORY     - 1977     GOOD             NGS
 BX2289
 BX2289                          STATION DESCRIPTION
 BX2289
 BX2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2289'16.9 MI SE FROM CLOUTIERVILLE.
 BX2289'6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2289'STATE HIGHWAY 495 AT CLOUTIERVILLE, THENCE 4.2 MILES NORTHEAST
 BX2289'ALONG STATE HIGHWAY 490 TO A T JUNCTION, THENCE 1.3 MILES
 BX2289'EAST ALONG A PAVED ROAD THAT IS ALSO HIGHWAY 490 TO AN EARTH DAM
 BX2289'AND DIRT ROAD OVER THE CANE RIVER, THENCE 3.8 MILES SOUTHEAST
 BX2289'ALONG THE MAIN DIRT ROAD TO A T JUNCTION, THENCE 0.9 MILE
 BX2289'SOUTH ALONG A DIRT ROAD THAT PARALLELS THE RED RIVER, 230 FEET
 BX2289'NORTH-NORTHEAST OF A POWER LINE POLE, 194 FEET NORTH-NORTHEAST
 BX2289'OF THE CENTER OF A BARBED WIRE GATE, 97 FEET NORTHWEST OF A
 BX2289'BARBED WIRE FENCE, AND 72 FEET NORTHWEST OF THE CENTER LINE
 BX2289'OF THE ROAD. A CASE MARK ENCASED BY A 3-1/2 INCH YELLOW IRON PIPE
 BX2289'PROJECTING 2 FEET. ACCESS IS MADE BY UNSCREWING A PIPE CAP
 BX2289'STAMPED PBM 3E. 2 YELLOW WITNESS POSTS SURROUND THE MARK.
 BX2289'A CASE TYPE MARK PRESSED TO A DEPTH OF 80 FEET,PROTECTED
 BX2289'BY A 3 INCH PIPE PROJECTING 24 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2148 ***********************************************************************
 CQ2148  DESIGNATION -  RR 302
 CQ2148  PID         -  CQ2148
 CQ2148  STATE/COUNTY-  LA/CADDO
 CQ2148  USGS QUAD   -  DIXIE (1982)
 CQ2148
 CQ2148                         *CURRENT SURVEY CONTROL
 CQ2148  ___________________________________________________________________
 CQ2148* NAD 83(1986)-  32 42 11.     (N)    093 50 01.     (W)     SCALED    
 CQ2148* NAVD 88     -        56.618  (meters)     185.75   (feet)  ADJUSTED  
 CQ2148  ___________________________________________________________________
 CQ2148  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ2148  DYNAMIC HT  -          56.555 (meters)     185.55  (feet)  COMP
 CQ2148  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 CQ2148
 CQ2148  VERT ORDER  -  FIRST     CLASS I
 CQ2148
 CQ2148.The horizontal coordinates were scaled from a topographic map and have
 CQ2148.an estimated accuracy of +/- 6 seconds.
 CQ2148
 CQ2148.The orthometric height was determined by differential leveling
 CQ2148.and adjusted by the National Geodetic Survey in June 1991..
 CQ2148
 CQ2148.The geoid height was determined by GEOID03.
 CQ2148
 CQ2148.The dynamic height is computed by dividing the NAVD 88
 CQ2148.geopotential number by the normal gravity value computed on the
 CQ2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2148.degrees latitude (g = 980.6199 gals.).
 CQ2148
 CQ2148.The modeled gravity was interpolated from observed gravity values.
 CQ2148
 CQ2148;                    North         East    Units  Estimated Accuracy
 CQ2148;SPC LA N     -   245,040.      874,960.      MT  (+/- 180 meters Scaled)
 CQ2148
 CQ2148                          SUPERSEDED SURVEY CONTROL
 CQ2148
 CQ2148  NGVD 29 (??/??/??)   56.676  (m)          185.94   (f) ADJUSTED    1 1
 CQ2148
 CQ2148.Superseded values are not recommended for survey control.
 CQ2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2148.See file dsdata.txt to determine how the superseded data were derived.
 CQ2148
 CQ2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218186(NAD 83)
 CQ2148_MARKER: P = PIPE CAP
 CQ2148_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2148_SP_SET: 54 FOOT CASE MARK
 CQ2148_STAMPING: PBM RR MILE 302
 CQ2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2148
 CQ2148  HISTORY     - Date     Condition        Report By
 CQ2148  HISTORY     - 1977     MONUMENTED       USE
 CQ2148  HISTORY     - 1977     GOOD             NGS
 CQ2148
 CQ2148                          STATION DESCRIPTION
 CQ2148
 CQ2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2148'0.6 MI NORTH FROM DIXIE.
 CQ2148'0.6 MILE NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT DIXIE,
 CQ2148'312 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTH OF THE
 CQ2148'CENTER LINE OF SENTELL ROAD, 54 FEET NORTHWEST OF POWER LINE POLE
 CQ2148'NUMBER 30396 , 28 FEET NORTH OF A BARBED WIRE FENCE, 6 FEET SOUTHEAST
 CQ2148'OF A BARBED WIRE FENCE, AND SURROUNDED BY 2 YELLOW WITNESS POSTS.
 CQ2148'A PIPE AND CAP SURROUNDED BY A 3-1/2 INCH YELLOW PIPE FILLED WITH
 CQ2148'GREASE AND PROJECTING 25 INCHES. ACCESS IS BY UNSCREWING A CAP
 CQ2148'STAMPBED PBM R.R. MILE 302. A 54 FT. CASE TYPE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2167 ***********************************************************************
 CQ2167  DESIGNATION -  RR 312
 CQ2167  PID         -  CQ2167
 CQ2167  STATE/COUNTY-  LA/CADDO
 CQ2167  USGS QUAD   -  GILLIAM (1971)
 CQ2167
 CQ2167                         *CURRENT SURVEY CONTROL
 CQ2167  ___________________________________________________________________
 CQ2167* NAD 83(1986)-  32 49 41.     (N)    093 47 33.     (W)     SCALED    
 CQ2167* NAVD 88     -        60.144  (meters)     197.32   (feet)  ADJUSTED  
 CQ2167  ___________________________________________________________________
 CQ2167  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CQ2167  DYNAMIC HT  -          60.077 (meters)     197.10  (feet)  COMP
 CQ2167  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CQ2167
 CQ2167  VERT ORDER  -  FIRST     CLASS I
 CQ2167
 CQ2167.The horizontal coordinates were scaled from a topographic map and have
 CQ2167.an estimated accuracy of +/- 6 seconds.
 CQ2167
 CQ2167.The orthometric height was determined by differential leveling
 CQ2167.and adjusted by the National Geodetic Survey in June 1991..
 CQ2167
 CQ2167.The geoid height was determined by GEOID03.
 CQ2167
 CQ2167.The dynamic height is computed by dividing the NAVD 88
 CQ2167.geopotential number by the normal gravity value computed on the
 CQ2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2167.degrees latitude (g = 980.6199 gals.).
 CQ2167
 CQ2167.The modeled gravity was interpolated from observed gravity values.
 CQ2167
 CQ2167;                    North         East    Units  Estimated Accuracy
 CQ2167;SPC LA N     -   258,860.      878,980.      MT  (+/- 180 meters Scaled)
 CQ2167
 CQ2167                          SUPERSEDED SURVEY CONTROL
 CQ2167
 CQ2167  NGVD 29 (??/??/??)   60.197  (m)          197.50   (f) ADJUSTED    1 1
 CQ2167
 CQ2167.Superseded values are not recommended for survey control.
 CQ2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2167.See file dsdata.txt to determine how the superseded data were derived.
 CQ2167
 CQ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS258325(NAD 83)
 CQ2167_MARKER: Z = SEE DESCRIPTION
 CQ2167_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2167_SP_SET: USE 45 FOOT CASE MARK
 CQ2167_STAMPING: PBM RR MILE 312
 CQ2167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2167
 CQ2167  HISTORY     - Date     Condition        Report By
 CQ2167  HISTORY     - 1977     MONUMENTED       USE
 CQ2167  HISTORY     - 1977     GOOD             NGS
 CQ2167
 CQ2167                          STATION DESCRIPTION
 CQ2167
 CQ2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2167'3.2 MI EAST FROM GILLIAM.
 CQ2167'0.1 MILE SOUTH ALONG STATE HIGHWAY 3049 FROM THE CROSSING OF THE
 CQ2167'TEXAS AND PACIFIC RAILROAD AT GILLIAM, THENCE 3.1 MILES EAST ALONG
 CQ2167'SARTOR ROAD, ABOUT 0.05 MILE WEST OF THE LEVEE, 240 FEET EAST OF
 CQ2167'THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE, 156 FEET SOUTH OF THE
 CQ2167'CENTER LINE OF THE ROAD, AND 6 FEET WEST OF A BARBED WIRE FENCE.
 CQ2167'A PIPE CAP SURROUNDED BY A GREASE FILLED 3-INCH YELLOW PIPE PROTECTED
 CQ2167'BY 2 YELLOW WITNESS POSTS. ACCESS IS HAD BY UNSCREWING THE CAP
 CQ2167'STAMPED PBM RR MILE 312 AND PROJECTS 24-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2178 ***********************************************************************
 CQ2178  DESIGNATION -  RR 322
 CQ2178  PID         -  CQ2178
 CQ2178  STATE/COUNTY-  LA/CADDO
 CQ2178  USGS QUAD   -  WARDVIEW (1971)
 CQ2178
 CQ2178                         *CURRENT SURVEY CONTROL
 CQ2178  ___________________________________________________________________
 CQ2178* NAD 83(1986)-  32 56 08.     (N)    093 50 33.     (W)     SCALED    
 CQ2178* NAVD 88     -        60.680  (meters)     199.08   (feet)  ADJUSTED  
 CQ2178  ___________________________________________________________________
 CQ2178  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CQ2178  DYNAMIC HT  -          60.613 (meters)     198.86  (feet)  COMP
 CQ2178  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 CQ2178
 CQ2178  VERT ORDER  -  FIRST     CLASS I
 CQ2178
 CQ2178.The horizontal coordinates were scaled from a topographic map and have
 CQ2178.an estimated accuracy of +/- 6 seconds.
 CQ2178
 CQ2178.The orthometric height was determined by differential leveling
 CQ2178.and adjusted by the National Geodetic Survey in June 1991..
 CQ2178
 CQ2178.The geoid height was determined by GEOID03.
 CQ2178
 CQ2178.The dynamic height is computed by dividing the NAVD 88
 CQ2178.geopotential number by the normal gravity value computed on the
 CQ2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2178.degrees latitude (g = 980.6199 gals.).
 CQ2178
 CQ2178.The modeled gravity was interpolated from observed gravity values.
 CQ2178
 CQ2178;                    North         East    Units  Estimated Accuracy
 CQ2178;SPC LA N     -   270,840.      874,440.      MT  (+/- 180 meters Scaled)
 CQ2178
 CQ2178                          SUPERSEDED SURVEY CONTROL
 CQ2178
 CQ2178  NGVD 29 (??/??/??)   60.719  (m)          199.21   (f) ADJUSTED    1 1
 CQ2178
 CQ2178.Superseded values are not recommended for survey control.
 CQ2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2178.See file dsdata.txt to determine how the superseded data were derived.
 CQ2178
 CQ2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS212444(NAD 83)
 CQ2178_MARKER: Z = SEE DESCRIPTION
 CQ2178_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 CQ2178_SP_SET: USE 42 FOOT CASE MARK
 CQ2178_STAMPING: PBM RR MILE 322
 CQ2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2178
 CQ2178  HISTORY     - Date     Condition        Report By
 CQ2178  HISTORY     - 1977     MONUMENTED       USE
 CQ2178  HISTORY     - 1977     GOOD             NGS
 CQ2178
 CQ2178                          STATION DESCRIPTION
 CQ2178
 CQ2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2178'8.7 MI NORTH FROM GILLIAM.
 CQ2178'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 CQ2178'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, 73 FEET SOUTHWEST OF
 CQ2178'THE CENTER LINE OF THE ROAD, 25 FEET SOUTH OF THE CENTER LINE OF
 CQ2178'DOMINICK ROAD NUMBER 1, AND 15 FEET NORTH-NORTHWEST OF A BARBED WIRE
 CQ2178'FENCE. A PIPE CAP SURROUNDED BY A GREASE FILLED 3 1/2 INCH YELLOW PIPE
 CQ2178'AND 2 YELLOW WITNESS POSTS. THE PIPE PROJECTS 19 INCHES. ACCESS IS HAD
 CQ2178'BY UNSCREWING A PIPE AND CAP WHICH IS STAMPED PBM R.R. MILE 322.
 CQ2178'A CASE TYPE MARK PRESSED TO A DEPTH OF 42 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2236 ***********************************************************************
 BX2236  DESIGNATION -  RR 62
 BX2236  PID         -  BX2236
 BX2236  STATE/COUNTY-  LA/AVOYELLES
 BX2236  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX2236
 BX2236                         *CURRENT SURVEY CONTROL
 BX2236  ___________________________________________________________________
 BX2236* NAD 83(1986)-  31 12 54.     (N)    092 04 37.     (W)     SCALED    
 BX2236* NAVD 88     -        18.180  (meters)      59.65   (feet)  ADJUSTED  
 BX2236  ___________________________________________________________________
 BX2236  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BX2236  DYNAMIC HT  -          18.157 (meters)      59.57  (feet)  COMP
 BX2236  MODELED GRAV-     979,405.0   (mgal)                       NAVD 88
 BX2236
 BX2236  VERT ORDER  -  FIRST     CLASS I
 BX2236
 BX2236.The horizontal coordinates were scaled from a topographic map and have
 BX2236.an estimated accuracy of +/- 6 seconds.
 BX2236
 BX2236.The orthometric height was determined by differential leveling
 BX2236.and adjusted by the National Geodetic Survey in February 1994..
 BX2236
 BX2236.The geoid height was determined by GEOID03.
 BX2236
 BX2236.The dynamic height is computed by dividing the NAVD 88
 BX2236.geopotential number by the normal gravity value computed on the
 BX2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2236.degrees latitude (g = 980.6199 gals.).
 BX2236
 BX2236.The modeled gravity was interpolated from observed gravity values.
 BX2236
 BX2236;                    North         East    Units  Estimated Accuracy
 BX2236;SPC LA N     -    79,360.    1,040,310.      MT  (+/- 180 meters Scaled)
 BX2236
 BX2236                          SUPERSEDED SURVEY CONTROL
 BX2236
 BX2236  NAVD 88 (06/15/91)   18.189  (m)           59.68   (f) UNKNOWN     1 1
 BX2236  NGVD 29 (??/??/??)   18.143  (m)           59.52   (f) ADJUSTED    1 1
 BX2236
 BX2236.Superseded values are not recommended for survey control.
 BX2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2236.See file dsdata.txt to determine how the superseded data were derived.
 BX2236
 BX2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ879537(NAD 83)
 BX2236_MARKER: P = PIPE CAP
 BX2236_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2236_SP_SET: NRC PRESSED
 BX2236_STAMPING: PBM 62
 BX2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2236
 BX2236  HISTORY     - Date     Condition        Report By
 BX2236  HISTORY     - 1977     MONUMENTED       USE
 BX2236  HISTORY     - 1977     GOOD             NGS
 BX2236
 BX2236                          STATION DESCRIPTION
 BX2236
 BX2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2236'6.2 MI EAST FROM EFFIE.
 BX2236'6.2 MILES EAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION OF
 BX2236'STATE HIGHWAYS 107 AND 115 AT EFFIE, 46 FEET EAST OF THE CENTER
 BX2236'LINE OF THE LEVEE ROAD, 29 FEET WEST OF THE CENTER LINE OF THE
 BX2236'HIGHWAY, 19 FEET SOUTH OF A WOODEN FENCE CORNER, 26 FEET SOUTH
 BX2236'OF THE EXTENDED CENTER LINE  OF A DIRT ROAD LEADING EAST. THE
 BX2236'MARK IS SURROUNDED BY 3 YELLOW 1 INCH PIPES WHICH PROJECT ABOUT
 BX2236'4 FEET. THE MARK IS ABOUT 9 INCHES BELOW THE TOP OF THE 3 INCH
 BX2236'YELLOW PIPE WHICH PROTECTS THE MARK, AND PROJECTS ABOUT 2 OR
 BX2236'3 FEET. ACCESS IS HAD THROUGH A
 BX2236'SCREW ON PIPE CAP WHICH IS STAMPED PBM 62. A CASE TYPE MARK
 BX2236'PRESSED TO AN UNKNOWN DEPTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2247 ***********************************************************************
 BX2247  DESIGNATION -  RR 72
 BX2247  PID         -  BX2247
 BX2247  STATE/COUNTY-  LA/AVOYELLES
 BX2247  USGS QUAD   -  EFFIE (1983)
 BX2247
 BX2247                         *CURRENT SURVEY CONTROL
 BX2247  ___________________________________________________________________
 BX2247* NAD 83(1986)-  31 09 55.     (N)    092 11 04.     (W)     SCALED    
 BX2247* NAVD 88     -        18.976  (meters)      62.26   (feet)  ADJUSTED  
 BX2247  ___________________________________________________________________
 BX2247  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX2247  DYNAMIC HT  -          18.952 (meters)      62.18  (feet)  COMP
 BX2247  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 BX2247
 BX2247  VERT ORDER  -  FIRST     CLASS I
 BX2247
 BX2247.The horizontal coordinates were scaled from a topographic map and have
 BX2247.an estimated accuracy of +/- 6 seconds.
 BX2247
 BX2247.The orthometric height was determined by differential leveling
 BX2247.and adjusted by the National Geodetic Survey in February 1994..
 BX2247
 BX2247.The geoid height was determined by GEOID03.
 BX2247
 BX2247.The dynamic height is computed by dividing the NAVD 88
 BX2247.geopotential number by the normal gravity value computed on the
 BX2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2247.degrees latitude (g = 980.6199 gals.).
 BX2247
 BX2247.The modeled gravity was interpolated from observed gravity values.
 BX2247
 BX2247;                    North         East    Units  Estimated Accuracy
 BX2247;SPC LA N     -    73,810.    1,030,090.      MT  (+/- 180 meters Scaled)
 BX2247
 BX2247                          SUPERSEDED SURVEY CONTROL
 BX2247
 BX2247  NAVD 88 (06/15/91)   18.982  (m)           62.28   (f) UNKNOWN     1 1
 BX2247  NGVD 29 (??/??/??)   18.945  (m)           62.16   (f) ADJUSTED    1 1
 BX2247
 BX2247.Superseded values are not recommended for survey control.
 BX2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2247.See file dsdata.txt to determine how the superseded data were derived.
 BX2247
 BX2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ777482(NAD 83)
 BX2247_MARKER: Z = SEE DESCRIPTION
 BX2247_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2247_SP_SET: NRC PRESSED 80 FEET
 BX2247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2247
 BX2247  HISTORY     - Date     Condition        Report By
 BX2247  HISTORY     - 1977     MONUMENTED       USE
 BX2247  HISTORY     - 1977     GOOD             NGS
 BX2247
 BX2247                          STATION DESCRIPTION
 BX2247
 BX2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2247'6.1 MI NE FROM ECHO.
 BX2247'2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN ECHO,
 BX2247'THENCE 1.4 MILES NORTHEAST ALONG A PAVED ROAD, THENCE 2.6 MILES
 BX2247'NORTH ALONG A PAVED ROAD WHICH PARALLELS THE EAST SIDE OF THE LEVEE,
 BX2247'THENCE ABOUT 0.3 MILE NORTH ACROSS A FIELD TO A CURVE IN LEVEE, 150
 BX2247'YARDS SOUTH AND ACROSS LEVEE FROM SOME METAL BARNS, 124 FEET SOUTH
 BX2247'OF THE CENTER OF LEVEE, 29 FEET WEST OF A NORTH-SOUTH FENCE, 7 FEET
 BX2247'WEST OF A T-FENCE, AND 3 FEET NORTH OF A FENCE AT TOE OF LEVEE.
 BX2247'A CASE TYPE MARK PRESSED TO A DEPTH OF 80 FEET,PROTECTED
 BX2247'BY A 3 INCH PIPE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2251 ***********************************************************************
 BX2251  DESIGNATION -  RR 82
 BX2251  PID         -  BX2251
 BX2251  STATE/COUNTY-  LA/AVOYELLES
 BX2251  USGS QUAD   -  LATANIER (1993)
 BX2251
 BX2251                         *CURRENT SURVEY CONTROL
 BX2251  ___________________________________________________________________
 BX2251* NAD 83(1986)-  31 08 07.     (N)    092 15 03.     (W)     SCALED    
 BX2251* NAVD 88     -        21.704  (meters)      71.21   (feet)  ADJUSTED  
 BX2251  ___________________________________________________________________
 BX2251  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX2251  DYNAMIC HT  -          21.677 (meters)      71.12  (feet)  COMP
 BX2251  MODELED GRAV-     979,391.5   (mgal)                       NAVD 88
 BX2251
 BX2251  VERT ORDER  -  FIRST     CLASS I
 BX2251
 BX2251.The horizontal coordinates were scaled from a topographic map and have
 BX2251.an estimated accuracy of +/- 6 seconds.
 BX2251
 BX2251.The orthometric height was determined by differential leveling
 BX2251.and adjusted by the National Geodetic Survey in February 1994..
 BX2251
 BX2251.The geoid height was determined by GEOID03.
 BX2251
 BX2251.The dynamic height is computed by dividing the NAVD 88
 BX2251.geopotential number by the normal gravity value computed on the
 BX2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2251.degrees latitude (g = 980.6199 gals.).
 BX2251
 BX2251.The modeled gravity was interpolated from observed gravity values.
 BX2251
 BX2251;                    North         East    Units  Estimated Accuracy
 BX2251;SPC LA N     -    70,470.    1,023,760.      MT  (+/- 180 meters Scaled)
 BX2251
 BX2251                          SUPERSEDED SURVEY CONTROL
 BX2251
 BX2251  NAVD 88 (06/15/91)   21.708  (m)           71.22   (f) UNKNOWN     1 1
 BX2251  NGVD 29 (??/??/??)   21.678  (m)           71.12   (f) ADJUSTED    1 1
 BX2251
 BX2251.Superseded values are not recommended for survey control.
 BX2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2251.See file dsdata.txt to determine how the superseded data were derived.
 BX2251
 BX2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ714448(NAD 83)
 BX2251_MARKER: Z = SEE DESCRIPTION
 BX2251_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2251_SP_SET: USE 89 FOOT CASE MARK
 BX2251_STAMPING: PBM 82
 BX2251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2251
 BX2251  HISTORY     - Date     Condition        Report By
 BX2251  HISTORY     - 1977     MONUMENTED       USE
 BX2251  HISTORY     - 1977     GOOD             NGS
 BX2251
 BX2251                          STATION DESCRIPTION
 BX2251
 BX2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2251'3.5 MI SE FROM POLAND.
 BX2251'3.5 MILES SOUTH ALONG STATE HIGHWAY 457 FROM THE SCHOOL
 BX2251'AT POLAND, THENCE 1.1 MILE NORTHEAST AND EAST ALONG A
 BX2251'GRAVEL ROAD THAT FOLLOWS ALONG THE SOUTH SIDE OF THE
 BX2251'LEVEE, 132 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 BX2251'ROAD, 126 FEET NORTHEAST OF THE CENTER OF A WOOD GATE,
 BX2251'120 FEET SOUTH OF THE TOP OF LEVEE, 6 FEET SOUTH OF A
 BX2251'WIRE FENCE AND PROJECTS ABOUT 18-INCHES. NOTE. MARK IS
 BX2251'PROTECTED BY A THREE-INCH PIPE AND CAP STAMPED, PBM 82.
 BX2251'A CASE TYPE MARK PRESSED TO A DEPTH OF 89 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2260 ***********************************************************************
 BX2260  DESIGNATION -  RR 92
 BX2260  PID         -  BX2260
 BX2260  STATE/COUNTY-  LA/RAPIDES
 BX2260  USGS QUAD   -  LATANIER (1993)
 BX2260
 BX2260                         *CURRENT SURVEY CONTROL
 BX2260  ___________________________________________________________________
 BX2260* NAD 83(1986)-  31 12 25.     (N)    092 20 47.     (W)     SCALED    
 BX2260* NAVD 88     -        21.339  (meters)      70.01   (feet)  ADJUSTED  
 BX2260  ___________________________________________________________________
 BX2260  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX2260  DYNAMIC HT  -          21.312 (meters)      69.92  (feet)  COMP
 BX2260  MODELED GRAV-     979,397.3   (mgal)                       NAVD 88
 BX2260
 BX2260  VERT ORDER  -  FIRST     CLASS I
 BX2260
 BX2260.The horizontal coordinates were scaled from a topographic map and have
 BX2260.an estimated accuracy of +/- 6 seconds.
 BX2260
 BX2260.The orthometric height was determined by differential leveling
 BX2260.and adjusted by the National Geodetic Survey in February 1994..
 BX2260
 BX2260.The geoid height was determined by GEOID03.
 BX2260
 BX2260.The dynamic height is computed by dividing the NAVD 88
 BX2260.geopotential number by the normal gravity value computed on the
 BX2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2260.degrees latitude (g = 980.6199 gals.).
 BX2260
 BX2260.The modeled gravity was interpolated from observed gravity values.
 BX2260
 BX2260;                    North         East    Units  Estimated Accuracy
 BX2260;SPC LA N     -    78,390.    1,014,640.      MT  (+/- 180 meters Scaled)
 BX2260
 BX2260                          SUPERSEDED SURVEY CONTROL
 BX2260
 BX2260  NAVD 88 (06/15/91)   21.341  (m)           70.02   (f) UNKNOWN     1 1
 BX2260  NGVD 29 (??/??/??)   21.319  (m)           69.94   (f) ADJUSTED    1 1
 BX2260
 BX2260.Superseded values are not recommended for survey control.
 BX2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2260.See file dsdata.txt to determine how the superseded data were derived.
 BX2260
 BX2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ622527(NAD 83)
 BX2260_MARKER: Z = SEE DESCRIPTION
 BX2260_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 BX2260_SP_SET: USE 80 FOOT CASE MARK
 BX2260_STAMPING: PBM RR MILE 92
 BX2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2260
 BX2260  HISTORY     - Date     Condition        Report By
 BX2260  HISTORY     - 1977     MONUMENTED       USE
 BX2260  HISTORY     - 1977     GOOD             NGS
 BX2260
 BX2260                          STATION DESCRIPTION
 BX2260
 BX2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2260'1.1 MI SE FROM LATANIER.
 BX2260'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 457 FROM ITS JUNCTION WITH
 BX2260'STATE HIGHWAY 1 AT LATANIER, THENCE 0.3 MILE ACROSS A FIELD TO THE
 BX2260'TOE OF LEVEE, 0.1 MILE EAST OF A HIGH VOLTAGE POWERLINE, 125 YARDS
 BX2260'NORTHWEST OF A WHITE HOUSE, 135 FEET SOUTHWEST OF A CATTLE GUARD,
 BX2260'26 FEET WEST OF A NORTH-SOUTH FENCE AND 2 FEET NORTH OF A EAST-
 BX2260'WEST FENCE AT TOE OF LEVEE.
 BX2260'A CASE TYPE MARK PRESSED TO A DEPTH OF 80 FEET,PROTECTED
 BX2260'BY A 3 INCH PIPE PROJECTING 18 INCHES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0876 ***********************************************************************
 BX0876  DESIGNATION -  RRA BOLT USE
 BX0876  PID         -  BX0876
 BX0876  STATE/COUNTY-  LA/RAPIDES
 BX0876  USGS QUAD   -  LATANIER (1993)
 BX0876
 BX0876                         *CURRENT SURVEY CONTROL
 BX0876  ___________________________________________________________________
 BX0876* NAD 83(1986)-  31 09 41.     (N)    092 16 27.     (W)     SCALED    
 BX0876* NAVD 88     -        20.51   (+/-2cm)      67.3    (feet)  VERTCON   
 BX0876  ___________________________________________________________________
 BX0876  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BX0876
 BX0876  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0876
 BX0876.The horizontal coordinates were scaled from a topographic map and have
 BX0876.an estimated accuracy of +/- 6 seconds.
 BX0876
 BX0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0876.The vertical order pertains to the NGVD 29 superseded value.
 BX0876
 BX0876.The geoid height was determined by GEOID03.
 BX0876
 BX0876;                    North         East    Units  Estimated Accuracy
 BX0876;SPC LA N     -    73,360.    1,021,530.      MT  (+/- 180 meters Scaled)
 BX0876
 BX0876                          SUPERSEDED SURVEY CONTROL
 BX0876
 BX0876  NGVD 29 (??/??/??)   20.487  (m)           67.21   (f) ADJUSTED    1 2
 BX0876
 BX0876.Superseded values are not recommended for survey control.
 BX0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0876.See file dsdata.txt to determine how the superseded data were derived.
 BX0876
 BX0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ691477(NAD 83)
 BX0876_MARKER: B = BOLT
 BX0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0876_SP_SET: SLAB
 BX0876_STAMPING: RRA
 BX0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0876
 BX0876  HISTORY     - Date     Condition        Report By
 BX0876  HISTORY     - UNK      MONUMENTED       DOD
 BX0876  HISTORY     - 1966     GOOD             CGS
 BX0876  HISTORY     - 19990424 GOOD             USPSQD
 BX0876
 BX0876                          STATION DESCRIPTION
 BX0876
 BX0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0876'0.4 MI S FROM POLAND.
 BX0876'ABOUT 0.4 MILE SOUTH ALONG STATE ROAD 457 FROM THE HIGH SCHOOL AND
 BX0876'GRAMMAR SCHOOL AT POLAND, IN SECTION 9, T 2 N, R 2 E, 80 FEET
 BX0876'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A PAVED ROAD LEADING WEST,
 BX0876'54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET SOUTHEAST OF
 BX0876'TELEPHONE POLE NUMBER 262 WHICH IS BRACED BY A GUY WIRE, 59 FEET SOUTH
 BX0876'OF A T-CORNER IN A FENCE, 27 FEET NORTHEAST OF THE CENTER OF A METAL
 BX0876'GATE, 23 1/2 FEET EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE, ABOUT 2
 BX0876'FEET BELOW THE LEVEL OF THE HIGHWAY, A COPPER BOLT SET IN THE TOP OF A
 BX0876'CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD
 BX0876'THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 15
 BX0876'INCHES.
 BX0876
 BX0876                          STATION RECOVERY (1999)
 BX0876
 BX0876'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0877 ***********************************************************************
 BX0877  DESIGNATION -  RRA CAP USE
 BX0877  PID         -  BX0877
 BX0877  STATE/COUNTY-  LA/RAPIDES
 BX0877  USGS QUAD   -  LATANIER (1993)
 BX0877
 BX0877                         *CURRENT SURVEY CONTROL
 BX0877  ___________________________________________________________________
 BX0877* NAD 83(1986)-  31 09 42.     (N)    092 16 28.     (W)     SCALED    
 BX0877* NAVD 88     -        21.631  (meters)      70.97   (feet)  ADJUSTED  
 BX0877  ___________________________________________________________________
 BX0877  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BX0877  DYNAMIC HT  -          21.604 (meters)      70.88  (feet)  COMP
 BX0877  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 BX0877
 BX0877  VERT ORDER  -  FIRST     CLASS I
 BX0877
 BX0877.The horizontal coordinates were scaled from a topographic map and have
 BX0877.an estimated accuracy of +/- 6 seconds.
 BX0877
 BX0877.The orthometric height was determined by differential leveling
 BX0877.and adjusted by the National Geodetic Survey in February 1994..
 BX0877
 BX0877.The geoid height was determined by GEOID03.
 BX0877
 BX0877.The dynamic height is computed by dividing the NAVD 88
 BX0877.geopotential number by the normal gravity value computed on the
 BX0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0877.degrees latitude (g = 980.6199 gals.).
 BX0877
 BX0877.The modeled gravity was interpolated from observed gravity values.
 BX0877
 BX0877;                    North         East    Units  Estimated Accuracy
 BX0877;SPC LA N     -    73,390.    1,021,510.      MT  (+/- 180 meters Scaled)
 BX0877
 BX0877                          SUPERSEDED SURVEY CONTROL
 BX0877
 BX0877  NAVD 88 (06/15/91)   21.635  (m)           70.98   (f) UNKNOWN     1 1
 BX0877  NGVD 29 (??/??/??)   21.608  (m)           70.89   (f) ADJUSTED    1 1
 BX0877
 BX0877.Superseded values are not recommended for survey control.
 BX0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0877.See file dsdata.txt to determine how the superseded data were derived.
 BX0877
 BX0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ691477(NAD 83)
 BX0877_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0877_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0877_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0877_STAMPING: RRA
 BX0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0877
 BX0877  HISTORY     - Date     Condition        Report By
 BX0877  HISTORY     - UNK      MONUMENTED       DOD
 BX0877  HISTORY     - 1966     GOOD             CGS
 BX0877  HISTORY     - 1977     GOOD             NGS
 BX0877  HISTORY     - 19990424 GOOD             USPSQD
 BX0877
 BX0877                          STATION DESCRIPTION
 BX0877
 BX0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0877'0.4 MI S FROM POLAND.
 BX0877'ABOUT 0.4 MILE SOUTH ALONG STATE ROAD 457 FROM THE HIGH SCHOOL AND
 BX0877'GRAMMAR SCHOOL AT POLAND, IN SECTION 9, T 2 N, R 2 E, 80 FEET
 BX0877'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A PAVED ROAD LEADING WEST,
 BX0877'54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,66 FEET SOUTHEAST OF
 BX0877'TELEPHONE POLE NUMBER 262 WHICH IS BRACED BY A GUY WIRE, 59 FEET SOUTH
 BX0877'OF A T-CORNER IN A FENCE, 27 FEET NORTHEAST OF THE CENTER OF A METAL
 BX0877'GATE, 23 1/2 FEET EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE, ABOUT 2
 BX0877'FEET BELOW THE LEVEL OF THE HIGHWAY, A 4-INCH IRON PIPE BEARING A
 BX0877'BRASS CAP AND PROJECTING 15 INCHES.
 BX0877
 BX0877                          STATION RECOVERY (1977)
 BX0877
 BX0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0877'RECOVERED IN GOOD CONDITION.
 BX0877
 BX0877                          STATION RECOVERY (1999)
 BX0877
 BX0877'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0873 ***********************************************************************
 BX0873  DESIGNATION -  RRB BOLT USE
 BX0873  PID         -  BX0873
 BX0873  STATE/COUNTY-  LA/RAPIDES
 BX0873  USGS QUAD   -  LATANIER (1993)
 BX0873
 BX0873                         *CURRENT SURVEY CONTROL
 BX0873  ___________________________________________________________________
 BX0873* NAD 83(1986)-  31 09 19.     (N)    092 16 27.     (W)     SCALED    
 BX0873* NAVD 88     -        20.01   (+/-2cm)      65.6    (feet)  VERTCON   
 BX0873  ___________________________________________________________________
 BX0873  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX0873
 BX0873  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0873
 BX0873.The horizontal coordinates were scaled from a topographic map and have
 BX0873.an estimated accuracy of +/- 6 seconds.
 BX0873
 BX0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0873.The vertical order pertains to the NGVD 29 superseded value.
 BX0873
 BX0873.The geoid height was determined by GEOID03.
 BX0873
 BX0873;                    North         East    Units  Estimated Accuracy
 BX0873;SPC LA N     -    72,680.    1,021,530.      MT  (+/- 180 meters Scaled)
 BX0873
 BX0873                          SUPERSEDED SURVEY CONTROL
 BX0873
 BX0873  NGVD 29 (??/??/??)   19.983  (m)           65.56   (f) ADJUSTED    1 2
 BX0873
 BX0873.Superseded values are not recommended for survey control.
 BX0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0873.See file dsdata.txt to determine how the superseded data were derived.
 BX0873
 BX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ691470(NAD 83)
 BX0873_MARKER: B = BOLT
 BX0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0873_SP_SET: SLAB
 BX0873_STAMPING: RRB
 BX0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0873
 BX0873  HISTORY     - Date     Condition        Report By
 BX0873  HISTORY     - UNK      MONUMENTED       DOD
 BX0873  HISTORY     - 1966     GOOD             CGS
 BX0873  HISTORY     - 19990424 GOOD             USPSQD
 BX0873
 BX0873                          STATION DESCRIPTION
 BX0873
 BX0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0873'0.85 MI S FROM POLAND.
 BX0873'ABOUT 0.85 MILE SOUTH ALONG STATE ROAD 457 FROM THE SCHOOL AND GRAMMAR
 BX0873'SCHOOL AT POLAND, ABOUT 74 YARDS NORTH OF THE
 BX0873'CORNER OF A FARMHOUSE BELONGING TO RUTH SLAUGHTER, 55 FEET EAST OF THE
 BX0873'CENTER LINE OF THE HIGHWAY, 32 1/2 FEET SOUTHEAST OF A TELEPHONE POLE
 BX0873'WHICH IS BRACED BY A POLE, 32 FEET EAST OF THE EAST HIGHWAY
 BX0873'RIGHT-OF-WAY FENCE, 14 FEET EAST-NORTHEAST OF A 35-INCH OAK TREE WHICH
 BX0873'IS THE MORE EASTERLY OF TWO LARGE TREES, IN THE SOUTH SIDE OF AN
 BX0873'EAST-WEST FENCE LINE, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 BX0873'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 BX0873'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A
 BX0873'BRASS CAP AND PROJECTING 14 INCHES.
 BX0873
 BX0873                          STATION RECOVERY (1999)
 BX0873
 BX0873'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0874 ***********************************************************************
 BX0874  DESIGNATION -  RRB CAP USE
 BX0874  PID         -  BX0874
 BX0874  STATE/COUNTY-  LA/RAPIDES
 BX0874  USGS QUAD   -  LATANIER (1993)
 BX0874
 BX0874                         *CURRENT SURVEY CONTROL
 BX0874  ___________________________________________________________________
 BX0874* NAD 83(1986)-  31 09 20.     (N)    092 16 28.     (W)     SCALED    
 BX0874* NAVD 88     -        21.131  (meters)      69.33   (feet)  ADJUSTED  
 BX0874  ___________________________________________________________________
 BX0874  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX0874  DYNAMIC HT  -          21.105 (meters)      69.24  (feet)  COMP
 BX0874  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BX0874
 BX0874  VERT ORDER  -  FIRST     CLASS I
 BX0874
 BX0874.The horizontal coordinates were scaled from a topographic map and have
 BX0874.an estimated accuracy of +/- 6 seconds.
 BX0874
 BX0874.The orthometric height was determined by differential leveling
 BX0874.and adjusted by the National Geodetic Survey in February 1994..
 BX0874
 BX0874.The geoid height was determined by GEOID03.
 BX0874
 BX0874.The dynamic height is computed by dividing the NAVD 88
 BX0874.geopotential number by the normal gravity value computed on the
 BX0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0874.degrees latitude (g = 980.6199 gals.).
 BX0874
 BX0874.The modeled gravity was interpolated from observed gravity values.
 BX0874
 BX0874;                    North         East    Units  Estimated Accuracy
 BX0874;SPC LA N     -    72,710.    1,021,510.      MT  (+/- 180 meters Scaled)
 BX0874
 BX0874                          SUPERSEDED SURVEY CONTROL
 BX0874
 BX0874  NAVD 88 (06/15/91)   21.135  (m)           69.34   (f) UNKNOWN     1 1
 BX0874  NGVD 29 (??/??/??)   21.107  (m)           69.25   (f) ADJUSTED    1 1
 BX0874
 BX0874.Superseded values are not recommended for survey control.
 BX0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0874.See file dsdata.txt to determine how the superseded data were derived.
 BX0874
 BX0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ691470(NAD 83)
 BX0874_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0874_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0874_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0874_STAMPING: RRB
 BX0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0874
 BX0874  HISTORY     - Date     Condition        Report By
 BX0874  HISTORY     - UNK      MONUMENTED       DOD
 BX0874  HISTORY     - 1966     GOOD             CGS
 BX0874  HISTORY     - 1977     GOOD             NGS
 BX0874  HISTORY     - 19990424 GOOD             USPSQD
 BX0874
 BX0874                          STATION DESCRIPTION
 BX0874
 BX0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0874'0.85 MI S FROM POLAND.
 BX0874'ABOUT 0.85 MILE SOUTH ALONG STATE ROAD 457 FROM THE HIGH SCHOOL AND
 BX0874'GRAMMAR SCHOOL AT POLAND, ABOUT 74 YARDS NORTH OF THE NORTHWEST CORNER
 BX0874'OF A FARMHOUSE BELONGING TO RUTH SLAUGHTER, 55 FEET EAST OF THE CENTER
 BX0874'LINE OF THE HIGHWAY, 32 1/2 FEET SOUTHEAST OF A TELEPHONE POLE WHICH
 BX0874'IS BRACED BY A POLE, 32 FEET EAST OF THE EAST HIGHWAY RIGHT-OF-WAY
 BX0874'FENCE, 14 FEET EAST-NORTHEAST OF A 35-INCH OAK TREE WHICH IS THE MORE
 BX0874'EASTERLY OF TWO LARGE TREES, IN THE SOUTH SIDE OF AN EAST-WEST FENCE
 BX0874'LINE, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A 4-INCH IRON PIPE
 BX0874'BEARING A BRASS CAP AND PROJECTING 14 INCHES.
 BX0874
 BX0874                          STATION RECOVERY (1977)
 BX0874
 BX0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0874'RECOVERED IN GOOD CONDITION.
 BX0874
 BX0874                          STATION RECOVERY (1999)
 BX0874
 BX0874'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0848 ***********************************************************************
 BX0848  DESIGNATION -  RRC BOLT USE
 BX0848  PID         -  BX0848
 BX0848  STATE/COUNTY-  LA/AVOYELLES
 BX0848  USGS QUAD   -  EFFIE (1983)
 BX0848
 BX0848                         *CURRENT SURVEY CONTROL
 BX0848  ___________________________________________________________________
 BX0848* NAD 83(1986)-  31 09 44.     (N)    092 10 20.     (W)     SCALED    
 BX0848* NAVD 88     -        18.50   (+/-2cm)      60.7    (feet)  VERTCON   
 BX0848  ___________________________________________________________________
 BX0848  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX0848
 BX0848  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0848
 BX0848.The horizontal coordinates were scaled from a topographic map and have
 BX0848.an estimated accuracy of +/- 6 seconds.
 BX0848
 BX0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0848.The vertical order pertains to the NGVD 29 superseded value.
 BX0848
 BX0848.The geoid height was determined by GEOID03.
 BX0848
 BX0848;                    North         East    Units  Estimated Accuracy
 BX0848;SPC LA N     -    73,470.    1,031,250.      MT  (+/- 180 meters Scaled)
 BX0848
 BX0848                          SUPERSEDED SURVEY CONTROL
 BX0848
 BX0848  NGVD 29 (??/??/??)   18.464  (m)           60.58   (f) ADJUSTED    1 2
 BX0848
 BX0848.Superseded values are not recommended for survey control.
 BX0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0848.See file dsdata.txt to determine how the superseded data were derived.
 BX0848
 BX0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ788478(NAD 83)
 BX0848_MARKER: B = BOLT
 BX0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0848_SP_SET: SLAB
 BX0848_STAMPING: RRC
 BX0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0848
 BX0848  HISTORY     - Date     Condition        Report By
 BX0848  HISTORY     - UNK      MONUMENTED       DOD
 BX0848  HISTORY     - 1966     GOOD             CGS
 BX0848
 BX0848                          STATION DESCRIPTION
 BX0848
 BX0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0848'6.85 MI NE FROM ECHO.
 BX0848'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0848'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, THENCE 3.3 MILES
 BX0848'NORTHEAST ALONG A GRAVELED ROAD THAT PARALLELS THE SOUTHEAST SIDE OF A
 BX0848'LEVEE, IN SECTION 9, T 2 N, R 3 E, ABOUT 0.3 MILE WEST OF A NARROW
 BX0848'WOODEN BRIDGE OVER CHOCTAW BAYOU, 27 FEET NORTH OF THE CENTER LINE OF
 BX0848'THE ROAD, 174 FEET EAST OF A POWER POLE BEARING A TRANSFORMER AND
 BX0848'BRACED BY TWO GUY WIRES, 76 FEET SOUTHEAST OF A 44-INCH OAK TREE, 74
 BX0848'FEET SOUTHEAST OF A LARGE CISTERN AT THE WEST SIDE OF AN OLD BUILDING,
 BX0848'47 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD HOUSE, 2 FEET
 BX0848'NORTH OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, A COPPER
 BX0848'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND,
 BX0848'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP
 BX0848'AND PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0849 ***********************************************************************
 BX0849  DESIGNATION -  RRC CAP USE
 BX0849  PID         -  BX0849
 BX0849  STATE/COUNTY-  LA/AVOYELLES
 BX0849  USGS QUAD   -  EFFIE (1983)
 BX0849
 BX0849                         *CURRENT SURVEY CONTROL
 BX0849  ___________________________________________________________________
 BX0849* NAD 83(1986)-  31 09 45.     (N)    092 10 20.     (W)     SCALED    
 BX0849* NAVD 88     -        19.602  (meters)      64.31   (feet)  ADJUSTED  
 BX0849  ___________________________________________________________________
 BX0849  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX0849  DYNAMIC HT  -          19.577 (meters)      64.23  (feet)  COMP
 BX0849  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 BX0849
 BX0849  VERT ORDER  -  FIRST     CLASS I
 BX0849
 BX0849.The horizontal coordinates were scaled from a topographic map and have
 BX0849.an estimated accuracy of +/- 6 seconds.
 BX0849
 BX0849.The orthometric height was determined by differential leveling
 BX0849.and adjusted by the National Geodetic Survey in February 1994..
 BX0849
 BX0849.The geoid height was determined by GEOID03.
 BX0849
 BX0849.The dynamic height is computed by dividing the NAVD 88
 BX0849.geopotential number by the normal gravity value computed on the
 BX0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0849.degrees latitude (g = 980.6199 gals.).
 BX0849
 BX0849.The modeled gravity was interpolated from observed gravity values.
 BX0849
 BX0849;                    North         East    Units  Estimated Accuracy
 BX0849;SPC LA N     -    73,500.    1,031,250.      MT  (+/- 180 meters Scaled)
 BX0849
 BX0849                          SUPERSEDED SURVEY CONTROL
 BX0849
 BX0849  NAVD 88 (06/15/91)   19.608  (m)           64.33   (f) UNKNOWN     1 1
 BX0849  NGVD 29 (??/??/??)   19.571  (m)           64.21   (f) ADJUSTED    1 1
 BX0849
 BX0849.Superseded values are not recommended for survey control.
 BX0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0849.See file dsdata.txt to determine how the superseded data were derived.
 BX0849
 BX0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ788479(NAD 83)
 BX0849_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0849_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0849_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0849_STAMPING: RRC
 BX0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0849
 BX0849  HISTORY     - Date     Condition        Report By
 BX0849  HISTORY     - UNK      MONUMENTED       DOD
 BX0849  HISTORY     - 1966     GOOD             CGS
 BX0849  HISTORY     - 1977     GOOD             NGS
 BX0849
 BX0849                          STATION DESCRIPTION
 BX0849
 BX0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0849'6.85 MI NE FROM ECHO.
 BX0849'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0849'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, THENCE 3.3 MILES
 BX0849'NORTHEAST ALONG A GRAVELED ROAD THAT PARALLELS THE SOUTHEAST SIDE OF A
 BX0849'LEVEE, IN SECTION 9, T 2 N, R 3 E, ABOUT 0.3 MILE WEST OF A NARROW
 BX0849'WOODEN BRIDGE OVER CHOCTAW BAYOU, 27 FEET NORTH OF THE CENTER LINE OF
 BX0849'THE ROAD, 174 FEET EAST OF A POWER POLE BEARING A TRANSFORMER AND
 BX0849'BRACED BY TWO GUY WIRES, 76 FEET SOUTHEAST OF A 44-INCH OAK TREE, 74
 BX0849'FEET SOUTHEAST OF A LARGE CISTERN AT THE WEST SIDE OF AN OLD BUILDING,
 BX0849'47 FEET SOUTHEAST  OF THE SOUTHEAST CORNER OF AN OLD HOUSE, 2 FEET
 BX0849'NORTH OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, ACCESS TO
 BX0849'WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP AND
 BX0849'PROJECTING 18 INCHES.
 BX0849
 BX0849                          STATION RECOVERY (1977)
 BX0849
 BX0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0839 ***********************************************************************
 BX0839  DESIGNATION -  RRD BOLT USE
 BX0839  PID         -  BX0839
 BX0839  STATE/COUNTY-  LA/AVOYELLES
 BX0839  USGS QUAD   -  EFFIE (1983)
 BX0839
 BX0839                         *CURRENT SURVEY CONTROL
 BX0839  ___________________________________________________________________
 BX0839* NAD 83(1986)-  31 11 33.     (N)    092 08 53.     (W)     SCALED    
 BX0839* NAVD 88     -        17.32   (+/-2cm)      56.8    (feet)  VERTCON   
 BX0839  ___________________________________________________________________
 BX0839  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX0839
 BX0839  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0839
 BX0839.The horizontal coordinates were scaled from a topographic map and have
 BX0839.an estimated accuracy of +/- 6 seconds.
 BX0839
 BX0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0839.The vertical order pertains to the NGVD 29 superseded value.
 BX0839
 BX0839.The geoid height was determined by GEOID03.
 BX0839
 BX0839;                    North         East    Units  Estimated Accuracy
 BX0839;SPC LA N     -    76,840.    1,033,540.      MT  (+/- 180 meters Scaled)
 BX0839
 BX0839                          SUPERSEDED SURVEY CONTROL
 BX0839
 BX0839  NGVD 29 (??/??/??)   17.288  (m)           56.72   (f) ADJUSTED    1 2
 BX0839
 BX0839.Superseded values are not recommended for survey control.
 BX0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0839.See file dsdata.txt to determine how the superseded data were derived.
 BX0839
 BX0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ811512(NAD 83)
 BX0839_MARKER: B = BOLT
 BX0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0839_SP_SET: SLAB
 BX0839_STAMPING: RRD
 BX0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0839
 BX0839  HISTORY     - Date     Condition        Report By
 BX0839  HISTORY     - UNK      MONUMENTED       DOD
 BX0839  HISTORY     - 1966     GOOD             CGS
 BX0839
 BX0839                          STATION DESCRIPTION
 BX0839
 BX0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0839'8.3 MI NW FROM MARKSVILLE.
 BX0839'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0839'COURTHOUSE AT MARKSVILLE, THENCE 0.6 MILE NORTHWEST ALONG A PAVED
 BX0839'ROAD, THENCE 0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 1.8 MILES
 BX0839'SOUTHWEST ALONG A GRAVELED ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF
 BX0839'A LEVEE, ABOUT ON THE SECTION LINE BETWEEN SECTIONS 60 AND 61, T 3 N,
 BX0839'R 3 E, ABOUT 0.8 MILE SOUTHWEST OF A STEEL HIGHWAY BRIDGE OVER THE RED
 BX0839'RIVER, 231 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 213 1/2 FEET
 BX0839'SOUTHEAST OF A POWER POLE, 1 1/2 FEET WEST OF A NORTH-SOUTH FENCE,
 BX0839'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A COPPER BOLT SET IN A
 BX0839'CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD
 BX0839'THROUGH A 4-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 16
 BX0839'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0840 ***********************************************************************
 BX0840  DESIGNATION -  RRD CAP USE
 BX0840  PID         -  BX0840
 BX0840  STATE/COUNTY-  LA/AVOYELLES
 BX0840  USGS QUAD   -  EFFIE (1983)
 BX0840
 BX0840                         *CURRENT SURVEY CONTROL
 BX0840  ___________________________________________________________________
 BX0840* NAD 83(1986)-  31 11 33.     (N)    092 08 53.     (W)     SCALED    
 BX0840* NAVD 88     -        18.56   (+/-2cm)      60.9    (feet)  VERTCON   
 BX0840  ___________________________________________________________________
 BX0840  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX0840
 BX0840  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0840
 BX0840.The horizontal coordinates were scaled from a topographic map and have
 BX0840.an estimated accuracy of +/- 6 seconds.
 BX0840
 BX0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0840.The vertical order pertains to the NGVD 29 superseded value.
 BX0840
 BX0840.The geoid height was determined by GEOID03.
 BX0840
 BX0840;                    North         East    Units  Estimated Accuracy
 BX0840;SPC LA N     -    76,840.    1,033,540.      MT  (+/- 180 meters Scaled)
 BX0840
 BX0840                          SUPERSEDED SURVEY CONTROL
 BX0840
 BX0840  NGVD 29 (??/??/??)   18.524  (m)           60.77   (f) ADJUSTED    1 2
 BX0840
 BX0840.Superseded values are not recommended for survey control.
 BX0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0840.See file dsdata.txt to determine how the superseded data were derived.
 BX0840
 BX0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ811512(NAD 83)
 BX0840_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0840_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0840_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0840_STAMPING: RRD
 BX0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0840
 BX0840  HISTORY     - Date     Condition        Report By
 BX0840  HISTORY     - UNK      MONUMENTED       DOD
 BX0840  HISTORY     - 1966     GOOD             CGS
 BX0840  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0840
 BX0840                          STATION DESCRIPTION
 BX0840
 BX0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0840'8.3 MI NW FROM MARKSVILLE.
 BX0840'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0840'COURTHOUSE AT MARKSVILLE, THENCE 0.6 MILE NORTHWEST ALONG A PAVED
 BX0840'ROAD, THENCE 0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 1.8 MILES
 BX0840'SOUTHWEST ALONG A GRAVELED ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF
 BX0840'A LEVEE, ABOUT ON THE SECTION LINE BETWEEN SECTIONS 60 AND 61, T 3 N,
 BX0840'R 3 E, ABOUT 0.8 MILE SOUTHWEST OF A STEEL HIGHWAY BRIDGE OVER THE RED
 BX0840'RIVER, 231 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 213 1/2 FEET
 BX0840'SOUTHEAST OF A POWER POLE, 1 1/2 FEET WEST OF A NORTH-SOUTH FENCE,
 BX0840'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A 4-INCH IRON PIPE BEARING A
 BX0840'BRASS CAP AND PROJECTING 16 INCHES.
 BX0840
 BX0840                          STATION RECOVERY (1977)
 BX0840
 BX0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0840'NOT RECOVERED, PROBABLY DESTROYED BY MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0770 ***********************************************************************
 BX0770  DESIGNATION -  RRE BOLT USE
 BX0770  PID         -  BX0770
 BX0770  STATE/COUNTY-  LA/RAPIDES
 BX0770  USGS QUAD   -  ALEXANDRIA (1992)
 BX0770
 BX0770                         *CURRENT SURVEY CONTROL
 BX0770  ___________________________________________________________________
 BX0770* NAD 83(1986)-  31 20 02.     (N)    092 29 39.     (W)     SCALED    
 BX0770* NAVD 88     -        25.14   (+/-2cm)      82.5    (feet)  VERTCON   
 BX0770  ___________________________________________________________________
 BX0770  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX0770
 BX0770  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX0770
 BX0770.The horizontal coordinates were scaled from a topographic map and have
 BX0770.an estimated accuracy of +/- 6 seconds.
 BX0770
 BX0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0770.The vertical order pertains to the NGVD 29 superseded value.
 BX0770
 BX0770.The geoid height was determined by GEOID03.
 BX0770
 BX0770;                    North         East    Units  Estimated Accuracy
 BX0770;SPC LA N     -    92,460.    1,000,560.      MT  (+/- 180 meters Scaled)
 BX0770
 BX0770                          SUPERSEDED SURVEY CONTROL
 BX0770
 BX0770  NGVD 29 (??/??/??)   25.128  (m)           82.44   (f) ADJUSTED    1 1
 BX0770
 BX0770.Superseded values are not recommended for survey control.
 BX0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0770.See file dsdata.txt to determine how the superseded data were derived.
 BX0770
 BX0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ481667(NAD 83)
 BX0770_MARKER: B = BOLT
 BX0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0770_SP_SET: SLAB
 BX0770_STAMPING: RRE
 BX0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0770
 BX0770  HISTORY     - Date     Condition        Report By
 BX0770  HISTORY     - UNK      MONUMENTED       DOD
 BX0770  HISTORY     - 1966     GOOD             CGS
 BX0770  HISTORY     - 1970     GOOD             NGS
 BX0770
 BX0770                          STATION DESCRIPTION
 BX0770
 BX0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0770'3.9 MI NW FROM ALEXANDRIA.
 BX0770'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0770'ALEXANDRIA, THENCE 3.45 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0770'RAILROAD, 0.3 MILE SOUTHEAST OF MILE POST 198, ABOUT 94 YARDS
 BX0770'NORTHEAST AND ACROSS THE RAILROAD AND STATE HIGHWAY 1 FROM THE NORTH
 BX0770'CORNER OF KERRYS MOTEL, 112 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 BX0770'THE MAIN TRACK, 61 FEET NORTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE,
 BX0770'59 FEET NORTHEAST OF A POWER POLE BEARING A WITNESS SHIELD, 40 FEET
 BX0770'NORTHWEST OF A 25-INCH PECAN TREE IN THE WEST CORNER OF A PASTURE, 1.5
 BX0770'FEET NORTHWEST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 BX0770'A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 BX0770'SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON
 BX0770'PIPE WHICH BEARS A U.S. ENGINEERS CAP AND PROJECTS 1 FOOT.
 BX0770
 BX0770                          STATION RECOVERY (1970)
 BX0770
 BX0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0771 ***********************************************************************
 BX0771  DESIGNATION -  RRE CAP USE
 BX0771  PID         -  BX0771
 BX0771  STATE/COUNTY-  LA/RAPIDES
 BX0771  USGS QUAD   -  ALEXANDRIA (1992)
 BX0771
 BX0771                         *CURRENT SURVEY CONTROL
 BX0771  ___________________________________________________________________
 BX0771* NAD 83(1986)-  31 20 05.     (N)    092 29 43.     (W)     SCALED    
 BX0771* NAVD 88     -        26.283  (meters)      86.23   (feet)  ADJUSTED  
 BX0771  ___________________________________________________________________
 BX0771  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX0771  DYNAMIC HT  -          26.250 (meters)      86.12  (feet)  COMP
 BX0771  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 BX0771
 BX0771  VERT ORDER  -  FIRST     CLASS I
 BX0771
 BX0771.The horizontal coordinates were scaled from a topographic map and have
 BX0771.an estimated accuracy of +/- 6 seconds.
 BX0771
 BX0771.The orthometric height was determined by differential leveling
 BX0771.and adjusted by the National Geodetic Survey in February 1994..
 BX0771
 BX0771.The geoid height was determined by GEOID03.
 BX0771
 BX0771.The dynamic height is computed by dividing the NAVD 88
 BX0771.geopotential number by the normal gravity value computed on the
 BX0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0771.degrees latitude (g = 980.6199 gals.).
 BX0771
 BX0771.The modeled gravity was interpolated from observed gravity values.
 BX0771
 BX0771;                    North         East    Units  Estimated Accuracy
 BX0771;SPC LA N     -    92,550.    1,000,450.      MT  (+/- 180 meters Scaled)
 BX0771
 BX0771                          SUPERSEDED SURVEY CONTROL
 BX0771
 BX0771  NAVD 88 (06/15/91)   26.282  (m)           86.23   (f) UNKNOWN     1 1
 BX0771  NGVD 29 (??/??/??)   26.274  (m)           86.20   (f) ADJUSTED    1 1
 BX0771
 BX0771.Superseded values are not recommended for survey control.
 BX0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0771.See file dsdata.txt to determine how the superseded data were derived.
 BX0771
 BX0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ480668(NAD 83)
 BX0771_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0771_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0771_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0771_STAMPING: RRE
 BX0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0771
 BX0771  HISTORY     - Date     Condition        Report By
 BX0771  HISTORY     - UNK      MONUMENTED       DOD
 BX0771  HISTORY     - 1966     GOOD             CGS
 BX0771  HISTORY     - 1970     GOOD             NGS
 BX0771  HISTORY     - 1977     GOOD             NGS
 BX0771
 BX0771                          STATION DESCRIPTION
 BX0771
 BX0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0771'3.9 MI NW FROM ALEXANDRIA.
 BX0771'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0771'ALEXANDRIA, THENCE 3.45 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0771'RAILROAD, 0.3 MILE SOUTHEAST OF MILE POST 198, ABOUT 94 YARDS
 BX0771'NORTHEAST AND ACROSS THE RAILROAD AND STATE HIGHWAY 1 FROM THE NORTH
 BX0771'CORNER OF KERRYS MOTEL, 112 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 BX0771'THE MAIN TRACK, 61 FEET NORTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE,
 BX0771'59 FEET NORTHEAST OF A POWER POLE BEARING A WITNESS SHIELD, 40 FEET
 BX0771'NORTHWEST OF A 25-INCH PECAN TREE IN THE WEST CORNER OF A PASTURE, 1.5
 BX0771'FEET NORTHWEST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 BX0771'A 3-INCH IRON PIPE WHICH BEARS A U.S. ENGINEERS CAP AND PROJECTS 1
 BX0771'FOOT.
 BX0771
 BX0771                          STATION RECOVERY (1970)
 BX0771
 BX0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0771'RECOVERED IN GOOD CONDITION.
 BX0771
 BX0771                          STATION RECOVERY (1977)
 BX0771
 BX0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0678 ***********************************************************************
 AV0678  DESIGNATION -  RUBY
 AV0678  PID         -  AV0678
 AV0678  STATE/COUNTY-  LA/VERMILION
 AV0678  USGS QUAD   -  FORKED ISLAND (1979)
 AV0678
 AV0678                         *CURRENT SURVEY CONTROL
 AV0678  ___________________________________________________________________
 AV0678* NAD 83(1992)-  29 51 27.72727(N)    092 16 00.20499(W)     ADJUSTED  
 AV0678* NAVD 88     -         2.6  **(meters)       9.   **(feet)  VERTCON   
 AV0678  **This station is located in a subsidence area (see below).
 AV0678  ___________________________________________________________________
 AV0678  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0678  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AV0678
 AV0678  HORZ ORDER  -  SECOND
 AV0678
 AV0678.The horizontal coordinates were established by classical geodetic methods
 AV0678.and adjusted by the National Geodetic Survey in January 1993..
 AV0678
 AV0678 ** The orthometric height has not been validated since last determined
 AV0678 ** by differential leveling and should not be used for control purposes.
 AV0678 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0678 ** area with valid NAVD 88 orthometric heights.
 AV0678 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0678 ** epoch indicated which incorporates improved geoid heights for the
 AV0678 ** Southern Louisiana Subsidence area.
 AV0678 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0678
 AV0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0678
 AV0678.The geoid height was determined by GEOID03.
 AV0678
 AV0678;                    North         East     Units Scale Factor Converg.
 AV0678;SPC LA S     -   150,860.946   909,819.851   MT  0.99992885   -0 28 00.1
 AV0678;SPC LA S     -   494,949.62  2,984,967.29   sFT  0.99992885   -0 28 00.1
 AV0678;UTM  15      - 3,303,243.391   570,824.474   MT  0.99966189   +0 21 54.3
 AV0678
 AV0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0678!SPC LA S     -   1.00000375  x   0.99992885  =   0.99993260
 AV0678!UTM  15      -   1.00000375  x   0.99966189  =   0.99966564
 AV0678
 AV0678:                Primary Azimuth Mark                     Grid Az
 AV0678:SPC LA S     -  RUBY AZ MK                               001 28 29.7
 AV0678:UTM  15      -  RUBY AZ MK                               000 38 35.3
 AV0678
 AV0678|---------------------------------------------------------------------|
 AV0678| PID    Reference Object                     Distance      Geod. Az  |
 AV0678|                                                           dddmmss.s |
 AV0678| CV9356 RUBY AZ MK                                         0010029.6 |
 AV0678| AV0679 RUBY LDH 1974 RM 1                   13.584 METERS 18158     |
 AV0678| CV9357 RUBY RM 2                            16.455 METERS 34223     |
 AV0678| AV0668 COW ISLAND MOBILE OIL MAST          APPROX. 3.2 KM 3423604.0 |
 AV0678|---------------------------------------------------------------------|
 AV0678
 AV0678                          SUPERSEDED SURVEY CONTROL
 AV0678
 AV0678  NAD 83(1986)-  29 51 27.74672(N)    092 16 00.19850(W) AD(       ) 2
 AV0678  NAD 27      -  29 51 26.99291(N)    092 15 59.72988(W) AD(       ) 2
 AV0678  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AV0678
 AV0678.Superseded values are not recommended for survey control.
 AV0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0678.See file dsdata.txt to determine how the superseded data were derived.
 AV0678
 AV0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7082403243(NAD 83)
 AV0678_MARKER: DD = SURVEY DISK
 AV0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0678_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0678
 AV0678  HISTORY     - Date     Condition        Report By
 AV0678  HISTORY     - 1974     MONUMENTED       LADH
 AV0678  HISTORY     - 19910909 GOOD             USPSQD
 AV0678
 AV0678                          STATION DESCRIPTION
 AV0678
 AV0678'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AV0678'THE STATION IS LOCATED 2.5 MILES NORTHEAST OF FORKED ISLAND, 10
 AV0678'MILES SOUTH OF KAPLAN, AND 11.5 MILES SOUTHWEST OF ABBEVILLE, IN
 AV0678'THE NORTHWEST QUARTER OF SECTION 4, T14S, R2E, AND ON THE PROPERTY
 AV0678'OWNED BY MR. RONALD BROUSSARD, KAPLAN, LA., TELEPHONE 642-5624.
 AV0678'
 AV0678'TO REACH THE STATION FROM THE BRIDGE OVER THE INTRACOASTAL CANAL
 AV0678'AT FORKED ISLAND, DRIVE NORTH ALONG STATE HIGHWAY 82 FOR 1.1 MILES
 AV0678'TO WHERE STATE HIGHWAY 82 MAKES A RIGHT ANGLE TURN TO THE EAST.
 AV0678'TURN RIGHT AND GO EAST ALONG STATE HIGHWAY 82 FOR 1.8 MILES TO A
 AV0678'BLACKTOPPED ROAD LEADING NORTH.  TURN LEFT AND GO NORTH FOR
 AV0678'0.7 MILE TO A HOUSE ON THE LEFT WITH A CIRCULAR DRIVE.  THE STATION
 AV0678'IS SET BETWEEN THE DRIVE AND THE BLACKTOPPED ROAD.
 AV0678'
 AV0678'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 AV0678'BLACKTOPPED ROAD FOR 0.4 MILE TO A GRAVEL ROAD LEADING EAST.  THE
 AV0678'MARK IS SET IN THE SOUTHEAST QUADRANT OF THE JUNCTION NEAR A POWER
 AV0678'POLE.
 AV0678'
 AV0678'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 AV0678'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0678'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AV0678'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0678'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AV0678'STAMPED RUBY 1974.  THE MARK IS 32 FEET SOUTH OF THE CENTER OF A
 AV0678'CIRCULAR DRIVE, 30 FEET WEST OF THE CENTER OF A BLACKTOPPED
 AV0678'ROAD, 30 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE
 AV0678'SIDE-DRAIN, 20 FEET EAST OF A FENCE AND 9 FEET NORTHWEST OF A
 AV0678'40-INCH LIVE OAK TREE.
 AV0678'
 AV0678'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0678'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0678'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0678'STAMPED RUBY RM. 1 1974.  IT IS 49 FEET WEST OF THE CENTER OF A
 AV0678'BLACKTOPPED ROAD, 33 FEET WEST-NORTHWEST OF THE NORTH END OF A
 AV0678'CONCRETE SIDE-DRAIN, 21 FEET NORTH OF A DRIVE AND 2.5 FEET
 AV0678'SOUTHEAST OF A FENCE CORNER.
 AV0678'
 AV0678'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0678'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0678'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AV0678'STAMPED RUBY RM. 2 1974.  IT IS 39 FEET SOUTH-SOUTHWEST OF A
 AV0678'40-INCH LIVE OAK TREE, 32 FEET WEST OF THE CENTER OF A BLACKTOPPED
 AV0678'ROAD, 18 FEET WEST-SOUTHWEST OF THE SOUTH END OF A CONCRETE
 AV0678'SIDE-DRAIN, 10 FEET SOUTHWEST OF A 24-INCH LIVE OAK TREE, AND
 AV0678'2.5 FEET NORTH OF A FENCE.
 AV0678'
 AV0678'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0678'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0678'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0678'STAMPED RUBY AZ. MK. 1974.  IT IS 56 FEET EAST-NORTHEAST OF A
 AV0678'TELEPHONE CABLE JUNCTION BOX, 32 FEET SOUTH OF THE CENTER OF A
 AV0678'GRAVEL ROAD, 27 FEET EAST OF THE CENTER OF A BLACKTOPPED ROAD, 8
 AV0678'FEET NORTHWEST OF A POWER POLE, AND 2 FEET EAST OF A METAL
 AV0678'WITNESS POST AND SIGN.
 AV0678'
 AV0678'NEAREST TOWN--ABBEVILLE.
 AV0678
 AV0678                          STATION RECOVERY (1991)
 AV0678
 AV0678'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2602 ***********************************************************************
 BX2602  DESIGNATION -  RUBY LOT
 BX2602  PID         -  BX2602
 BX2602  STATE/COUNTY-  LA/RAPIDES
 BX2602  USGS QUAD   -  LATANIER (1993)
 BX2602
 BX2602                         *CURRENT SURVEY CONTROL
 BX2602  ___________________________________________________________________
 BX2602* NAD 83(1992)-  31 14 57.85806(N)    092 16 15.69458(W)     ADJUSTED  
 BX2602* NAVD 88     -                                                        
 BX2602  ___________________________________________________________________
 BX2602  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BX2602  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX2602
 BX2602  HORZ ORDER  -  THIRD
 BX2602
 BX2602.The horizontal coordinates were established by classical geodetic methods
 BX2602.and adjusted by the National Geodetic Survey in January 1993..
 BX2602
 BX2602
 BX2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2602
 BX2602.The geoid height was determined by GEOID03.
 BX2602
 BX2602;                    North         East     Units Scale Factor Converg.
 BX2602;SPC LA N     -    83,114.715 1,021,810.443   MT  0.99998227   +0 07 15.8
 BX2602;SPC LA N     -   272,685.53  3,352,389.76   sFT  0.99998227   +0 07 15.8
 BX2602;UTM  15      - 3,457,471.882   569,411.340   MT  0.99965943   +0 22 41.5
 BX2602
 BX2602                          SUPERSEDED SURVEY CONTROL
 BX2602
 BX2602  NAD 83(1986)-  31 14 57.87766(N)    092 16 15.68960(W) AD(       ) 4
 BX2602  NAD 27      -  31 14 57.21244(N)    092 16 15.21786(W) AD(       ) 3
 BX2602
 BX2602.Superseded values are not recommended for survey control.
 BX2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2602.See file dsdata.txt to determine how the superseded data were derived.
 BX2602
 BX2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6941157472(NAD 83)
 BX2602_MARKER: 57 = LOOKOUT TOWER
 BX2602
 BX2602  HISTORY     - Date     Condition        Report By
 BX2602  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2602
 BX2602                          STATION DESCRIPTION
 BX2602
 BX2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2602'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  IT IS A
 BX2602'FOUR-LEGGED GALVANIZED STEEL STRUCTURE SUPPORTING A SMALL CABIN
 BX2602'WITH AN OVERALL HEIGHT OF 120 FEET.
 BX2602'
 BX2602'IT IS LOCATED IN THE WEST SECTION OF THE GROUNDS OF THE LOUISIANA
 BX2602'FORESTRY COMMISSION ABOUT 4-1/2 MILES NORTH-NORTHWEST OF RUBY
 BX2602'AND 1/2 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 107 AND 454.
 BX2602'
 BX2602'TO REACH FROM THE POST OFFICE IN RUBY GO NORTHERLY ON STATE
 BX2602'HIGHWAY 454 FOR 4.5 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BX2602'107.  TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 107 FOR 0.5
 BX2602'MILE TO THE TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2597 ***********************************************************************
 BX2597  DESIGNATION -  RUBY UNITED GAS MICRO KGU 47
 BX2597  PID         -  BX2597
 BX2597  STATE/COUNTY-  LA/AVOYELLES
 BX2597  USGS QUAD   -  EFFIE (1983)
 BX2597
 BX2597                         *CURRENT SURVEY CONTROL
 BX2597  ___________________________________________________________________
 BX2597* NAD 83(1992)-  31 09 42.29962(N)    092 12 02.66831(W)     ADJUSTED  
 BX2597* NAVD 88     -                                                        
 BX2597  ___________________________________________________________________
 BX2597  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BX2597  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX2597
 BX2597  HORZ ORDER  -  THIRD
 BX2597
 BX2597.The horizontal coordinates were established by classical geodetic methods
 BX2597.and adjusted by the National Geodetic Survey in January 1993..
 BX2597
 BX2597
 BX2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2597
 BX2597.The geoid height was determined by GEOID03.
 BX2597
 BX2597;                    North         East     Units Scale Factor Converg.
 BX2597;SPC LA N     -    73,412.564 1,028,532.132   MT  1.00000112   +0 09 29.6
 BX2597;SPC LA N     -   240,854.39  3,374,442.50   sFT  1.00000112   +0 09 29.6
 BX2597;UTM  15      - 3,447,803.047   576,174.150   MT  0.99967157   +0 24 49.0
 BX2597
 BX2597                          SUPERSEDED SURVEY CONTROL
 BX2597
 BX2597  NAD 83(1986)-  31 09 42.31884(N)    092 12 02.66316(W) AD(       ) 4
 BX2597  NAD 27      -  31 09 41.64512(N)    092 12 02.19907(W) AD(       ) 3
 BX2597
 BX2597.Superseded values are not recommended for survey control.
 BX2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2597.See file dsdata.txt to determine how the superseded data were derived.
 BX2597
 BX2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7617447803(NAD 83)
 BX2597_MARKER: 44 = MICROWAVE MAST
 BX2597
 BX2597  HISTORY     - Date     Condition        Report By
 BX2597  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2597
 BX2597                          STATION DESCRIPTION
 BX2597
 BX2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2597'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.  IT
 BX2597'IS A TRIANGULAR STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 BX2597'WHITE, TWO FAN SHAPED ANTENNAE NEAR THE TOP WITH AN OVERALL
 BX2597'HEIGHT OF 320 FEET.
 BX2597'
 BX2597'IT IS LOCATED IN THE WEST SECTION OF THE GROUNDS OF THE UNITED
 BX2597'GAS PIPELINE COMPANY ABOUT 4-1/2 MILES SOUTHWEST OF EFFIE,
 BX2597'3-1/2 MILES SOUTHEAST OF RUBY AND 0.4 MILE SOUTH OF STATE
 BX2597'HIGHWAY 454.
 BX2597'
 BX2597'TO REACH THE STATION FROM THE POST OFFICE IN RUBY GO
 BX2597'SOUTHEASTERLY THEN NORTHEASTERLY ON STATE HIGHWAY 454 FOR 4.0
 BX2597'MILES TO THE ENTRANCE TO THE UNITED GAS PIPELINE COMPANY ON
 BX2597'THE RIGHT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1509 ***********************************************************************
 BJ1509  DESIGNATION -  RUDDOCK
 BJ1509  PID         -  BJ1509
 BJ1509  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1509  USGS QUAD   -  RUDDOCK (1979)
 BJ1509
 BJ1509                         *CURRENT SURVEY CONTROL
 BJ1509  ___________________________________________________________________
 BJ1509* NAD 83(1992)-  30 12 20.40728(N)    090 25 25.33096(W)     ADJUSTED  
 BJ1509* NAVD 88     -         1.72   (+/-2cm)       5.6  **(feet)  VERTCON   
 BJ1509  **This station is located in a subsidence area (see below).
 BJ1509  ___________________________________________________________________
 BJ1509  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BJ1509  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BJ1509
 BJ1509  HORZ ORDER  -  FIRST
 BJ1509  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1509
 BJ1509.The horizontal coordinates were established by classical geodetic methods
 BJ1509.and adjusted by the National Geodetic Survey in January 1993..
 BJ1509
 BJ1509 ** The orthometric height has not been validated since last determined
 BJ1509 ** by differential leveling and should not be used for control purposes.
 BJ1509 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1509 ** area with valid NAVD 88 orthometric heights.
 BJ1509 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1509 ** epoch indicated which incorporates improved geoid heights for the
 BJ1509 ** Southern Louisiana Subsidence area.
 BJ1509 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1509.The vertical order pertains to the NGVD 29 superseded value.
 BJ1509
 BJ1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1509
 BJ1509.The geoid height was determined by GEOID03.
 BJ1509
 BJ1509;                    North         East     Units Scale Factor Converg.
 BJ1509;SPC LA S     -   189,411.612 1,087,578.434   MT  0.99993211   +0 27 17.4
 BJ1509;SPC LA S     -   621,427.93  3,568,163.58   sFT  0.99993211   +0 27 17.4
 BJ1509;UTM  15      - 3,344,381.856   748,005.478   MT  1.00035889   +1 17 48.5
 BJ1509
 BJ1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1509!SPC LA S     -   1.00000391  x   0.99993211  =   0.99993602
 BJ1509!UTM  15      -   1.00000391  x   1.00035889  =   1.00036280
 BJ1509
 BJ1509:                Primary Azimuth Mark                     Grid Az
 BJ1509:SPC LA S     -  RUDDOCK RM 5                             015 06 34.3
 BJ1509:UTM  15      -  RUDDOCK RM 5                             014 16 03.2
 BJ1509
 BJ1509|---------------------------------------------------------------------|
 BJ1509| PID    Reference Object                     Distance      Geod. Az  |
 BJ1509|                                                           dddmmss.s |
 BJ1509| CW2287 RUDDOCK RM 5                                       0153351.7 |
 BJ1509| CW2285 RUDDOCK RM 1                         49.396 METERS 02931     |
 BJ1509| BJ1508 RUDDOCK RM 3                         23.020 METERS 03618     |
 BJ1509| BJ1511 TT 23 L USGS                         13.330 METERS 10353     |
 BJ1509| BJ1510 RUDDOCK RM 4                         13.345 METERS 13144     |
 BJ1509| BJ4301 BONNET                              APPROX.17.3 KM 1625014.4 |
 BJ1509| CW2284 RUDDOCK AZ MK                                      2200918.7 |
 BJ1509| BJ4375 RESERVE GODCHAUX SUGAR REF TK       APPROX.21.3 KM 2201430.5 |
 BJ1509| BJ4374 RESERVE GODCHAUX REF LARGE STK      APPROX.21.2 KM 2203119.8 |
 BJ1509| BJ4373 RESERVE GODCHAUX REF SMALL STK      APPROX.21.2 KM 2204103.4 |
 BJ1509| CW2286 RUDDOCK RM 2                         34.033 METERS 25358     |
 BJ1509|---------------------------------------------------------------------|
 BJ1509
 BJ1509                          SUPERSEDED SURVEY CONTROL
 BJ1509
 BJ1509  NAD 83(1986)-  30 12 20.42368(N)    090 25 25.33101(W) AD(       ) 1
 BJ1509  NAD 27      -  30 12 19.70922(N)    090 25 25.02871(W) AD(       ) 1
 BJ1509  NGVD 29 (??/??/??)    1.713  (m)            5.62   (f) ADJUSTED    1 2
 BJ1509
 BJ1509.Superseded values are not recommended for survey control.
 BJ1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1509.See file dsdata.txt to determine how the superseded data were derived.
 BJ1509
 BJ1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4800544382(NAD 83)
 BJ1509_MARKER: DS = TRIANGULATION STATION DISK
 BJ1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1509_STAMPING: RUDDOCK 1939
 BJ1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1509+STABILITY: SURFACE MOTION
 BJ1509
 BJ1509  HISTORY     - Date     Condition        Report By
 BJ1509  HISTORY     - 1939     MONUMENTED       CGS
 BJ1509  HISTORY     - 1953     GOOD             CGS
 BJ1509  HISTORY     - 1955     GOOD             CGS
 BJ1509  HISTORY     - 1956     GOOD             LOCSUR
 BJ1509  HISTORY     - 1962     GOOD             USGS
 BJ1509  HISTORY     - 1964     GOOD             CGS
 BJ1509  HISTORY     - 1969     GOOD             CGS
 BJ1509  HISTORY     - 1973     GOOD             NGS
 BJ1509  HISTORY     - 1973     GOOD             NGS
 BJ1509  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1509
 BJ1509                          STATION DESCRIPTION
 BJ1509
 BJ1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ1509'THE STATION IS ABOUT 6 MILES S OF MANCHAC, ON U.S. HIGHWAY
 BJ1509'51.  AT A SMALL SETTLEMENT KNOWN AS RUDDOCK.  IN SECTION 5.
 BJ1509'T 10 S.  R 8 E.  THE MARK, IS 45 FEET E
 BJ1509'OF THE CENTER OF THE PAVEMENT.  AND 52 FEET SW OF THE SW
 BJ1509'CORNER OF AN OLD FILLING STATION.  MARK PROJECTS 6 INCHES
 BJ1509'ABOVE GROUND AND IS STAMPED RUDDOCK 1939.  TO REACH THE
 BJ1509'STATION FROM THE N END OF THE HIGHWAY BRIDGE ACROSS MANCHAC
 BJ1509'PASS, DRIVE S ON U.S. HIGHWAY 51 FOR 6.2 MILES TO THE OLD
 BJ1509'FILLING STATION AND THE STATION ON THE LEFT SIDE OF THE
 BJ1509'ROAD IN A SMALL CLEARING.
 BJ1509'
 BJ1509'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ1509'BRONZE DISKS SET IN CONCRETE.
 BJ1509'
 BJ1509'REFERENCE MARK NO. 1 IS 162.05 FEET, (49.396 METERS), N
 BJ1509'OF THE STATION.  22 FEET E OF THE CENTER OF THE PAVEMENT.  AND
 BJ1509'28 FEET W OF THE NW CORNER OF AN OLD GARAGE AND HOUSE.  THE
 BJ1509'MARK, PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED
 BJ1509'RUDDOCK NO. 1 1939.
 BJ1509'
 BJ1509'REFERENCE MARK NO. 2 IS 111.66 FEET, (34.033 METERS), SW
 BJ1509'OF THE STATION.  20 FEET W OF THE CENTER OF THE PAVEMENT.
 BJ1509'AND 16 FEET E OF THE E BANK OF THE CANAL.  THE MARK,
 BJ1509'PROJECTS 2 INCHES AND IS STAMPED RUDDOCK NO. 2 1939.
 BJ1509'
 BJ1509'THE AZIMUTH MARK IS ABOUT 0.35 MILE S OF THE STATION.  17.5
 BJ1509'FEET W OF THE CENTER OF THE PAVEMENT.  2 FEET E OF THE EDGE
 BJ1509'OF THE SHOULDER ON THE W SIDE OF U.S. HIGHWAY 51 AND ABOUT
 BJ1509'MIDWAY BETWEEN TWO SMALL HIGHWAY BRIDGES ABOUT 0.2 MILE N
 BJ1509'AND S.  THE MARK, PROJECTS 8 INCHES AND IS STAMPED
 BJ1509'RUDDOCK 1939.
 BJ1509'
 BJ1509'A 103-FOOT TOWER IS NEEDED TO SEE A 126-FOOT LIGHT AT PERILLOUX
 BJ1509'1929.
 BJ1509'
 BJ1509'A 103-FOOT TOWER IS NEEDED TO SEE A 126-FOOT LIGHT AT GRAMERCY
 BJ1509'EAST BASE 1929.
 BJ1509'
 BJ1509'A 103-FOOT TOWER IS NEEDED TO SEE A 126-FOOT LIGHT AT MAUREPAS.
 BJ1509'
 BJ1509'A 103-FOOT TOWER IS NEEDED TO SEE A 113-FOOT LIGHT AT SHARP.
 BJ1509'
 BJ1509'A 103-FOOT TOWER IS NEEDED TO SEE A 123-FOOT LIGHT AT GALVA.
 BJ1509'
 BJ1509'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ1509
 BJ1509                          STATION RECOVERY (1953)
 BJ1509
 BJ1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ1509'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 BJ1509'MARKS 1 AND 2 WERE FOUND LYING ON TOP OF THE GROUND AND WERE
 BJ1509'PROBABLY GRADED OUT DURING ROAD CONSTRUCTION.  THE AZIMUTH
 BJ1509'MARK COULD NOT BE FOUND.  FOLLOWING IS A NEW DESCRIPTION--
 BJ1509'
 BJ1509'THE STATION IS LOCATED ABOUT 11 MI. N OF LA PLACE, ABOUT 6
 BJ1509'MI. S OF AKERS, ON THE RIGHT-OF-WAY, 50 FT. E OF THE CENTER
 BJ1509'OF U.S. HIGHWAY 51, AND JUST SW OF AN OLD BUILDING SITE.  IT
 BJ1509'IS STAMED RUDDOCK 1939 AND PROJECTS 4 IN.
 BJ1509'
 BJ1509'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 BJ1509'AND 61 IN LA PLACE, GO N ON U.S. HIGHWAY 51 FOR 11.0 MI. TO A
 BJ1509'SMALL CLEARING ON THE RIGHT AND THE STATION AS DESCRIBED.
 BJ1509
 BJ1509                          STATION RECOVERY (1955)
 BJ1509
 BJ1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ1509'THERE IS NO LONGER A SMALL SETTLEMENT KNOWN AS RUDDOCK.  THE
 BJ1509'FILLING STATION MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE,
 BJ1509'AND ALL THAT REMAINS IS A SMALL PAVED AREA ON THE NE SIDE OF THE
 BJ1509'ROAD.  THE STATION IS LOCATED IN ABOUT THE CENTER OF THIS
 BJ1509'AREA.  THE STATION WAS VISITED, AND THE STATION MARK WAS FOUND
 BJ1509'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND
 BJ1509'DESTROYED, AND THE DISKS RECLAIMED.  REFERENCE MARKS 3 AND 4
 BJ1509'WERE ESTABLISHED.  THE AZIMUTH MARK WAS FOUND AS DESCRIBED WITH THE
 BJ1509'DISK REMOVED FROM THE TOP OF THE MARK.  THE HOLE, IN WHICH
 BJ1509'THE DISK WAS SET, WAS FOUND.  THE AZIMUTH MARK IS OBSTRUCTED
 BJ1509'FROM THE STATION, AND THERE WAS NO WAY OF KNOWING HOW MUCH
 BJ1509'IF ANY OF THE MARK WAS MOVED.  A NEW DESCRIPTION FOLLOWS--
 BJ1509'
 BJ1509'THE MARK IS LOCATED 6.2 MI. S ALONG U.S. HIGHWAY 51 FROM THE N
 BJ1509'END OF THE HIGHWAY BRIDGE OVER MANCHAC PASS IN MANCHAC, 164
 BJ1509'PACES N OF THE PROJECTED CENTERLINE OF A CANAL LEADING W FROM
 BJ1509'THE HIGHWAY TO LAKE MAUREPAS, 45 FT. SE OF THE CENTERLINE
 BJ1509'OF U.S. HIGHWAY 51, 218 PACES N OF THE NE END OF A BRIDGE,
 BJ1509'AND ABOUT THE CENTER OF AN AREA E OF THE HIGHWAY USED FOR
 BJ1509'A PARKING AREA.  IT IS A STANDARD DISK, STAMPED RUDDOCK
 BJ1509'1939 AND PROJECTS 6 IN.
 BJ1509'
 BJ1509'REFERENCE MARK 3 IS 75.51 FT. NE OF THE STATION IN 217 DEG
 BJ1509'MAGNETIC AZIMUTH, 43 FT. SE OF THE CENTERLINE OF THE HIGHWAY,
 BJ1509'15 FT. W OF THE E EDGE OF THE SWAMP, AND ABOUT 100 FT. SW
 BJ1509'OF THE NE END OF THE PARKING AREA.  IT IS A STANDARD DISK,
 BJ1509'STAMPED RUDDOCK NO 3 1939 AND PROJECTS 6 IN.
 BJ1509'
 BJ1509'REFERENCE MARK 4 IS 43.68 FT. SE OF THE STATION IN 312 DEG
 BJ1509'MAGNETIC AZIMUTH, 88 FT. SE OF THE CENTERLINE OF THE ROAD,
 BJ1509'AND 6 FT. N OF THE NE EDGE OF THE SWAMP.  IT IS A STANDARD
 BJ1509'DISK, STAMPED RUDDOCK NO 4 1939 AND PROJECTS 6 IN.
 BJ1509'
 BJ1509'THE AZIMUTH MARK IS 0.35 MI. SW OF THE STATION, 18 FT. W OF
 BJ1509'THE CENTERLINE OF THE HIGHWAY, AND 8 FT. W OF THE W EDGE OF
 BJ1509'THE PAVEMENT.  IT IS ABOUT MIDWAY BETWEEN TWO BRIDGES, AND
 BJ1509'FLUSH WITH THE GROUND.
 BJ1509
 BJ1509                          STATION RECOVERY (1956)
 BJ1509
 BJ1509'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956
 BJ1509'RECOVERED BY JACK AMMANN ENGRS.
 BJ1509'
 BJ1509'NO EVIDENCE OF OLD SERVICE STATION.
 BJ1509'R.M. 1 AND R.M. 2 WERE NOT SEARCHED FOR.  R.M. 3 WAS RECOVERED
 BJ1509'AS DESCRIBED.
 BJ1509
 BJ1509                          STATION RECOVERY (1962)
 BJ1509
 BJ1509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BJ1509'STATION IS 130 FT. EAST OF C.L NEW HWY 51, NOW UNDER CONSTRUCTION.
 BJ1509'R.M. 3 IS 15 FT. W OF W EDGE OF THE SWAMP INSTEAD OF 15 FT.
 BJ1509'W OF THE E EDGE OF THE SWAMP.
 BJ1509
 BJ1509                          STATION RECOVERY (1964)
 BJ1509
 BJ1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1509'THE STATION MARK, REFERENCE MARK NO. 3 AND 4 WERE FOUND TO
 BJ1509'BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 BJ1509'BUT NOT RECOVERED.  THE STATION MAY BE REACHED BY THE FOLLOWING
 BJ1509'DESCRIPTION--ABOUT 4.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 BJ1509'RAILROAD FROM THE DRAWBRIDGE AT MANCHAC, THENCE 1.0 MILE
 BJ1509'SOUTHWEST ALONG U.S. HIGHWAY 51, 44-1/2 FEET SOUTHEAST OF
 BJ1509'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A METAL
 BJ1509'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 BJ1509'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 BJ1509'THE GROUND.  REFERENCE MARK NO. 3 IS 75.5 FEET NORTHEAST
 BJ1509'OF THE STATION, 41.5 FEET SOUTHEAST OF THE CENTER LINE OF
 BJ1509'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BJ1509'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1509'REFERENCE MARK NO.  4 IS 43.7 FEET SOUTHEAST OF THE
 BJ1509'STATION, 86 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BJ1509'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BJ1509'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1509
 BJ1509                          STATION RECOVERY (1969)
 BJ1509
 BJ1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BJ1509'STATION, RM NO. 4, RM NO. 3 AND B.M. TT23L (USGS) WERE ALL FOUND IN
 BJ1509'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 BJ1509'
 BJ1509'NOTE--MARKS NOT LEVELED OVER IN 1969.
 BJ1509'
 BJ1509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SOUTH OF
 BJ1509'MANCHAC.
 BJ1509
 BJ1509                          STATION RECOVERY (1973)
 BJ1509
 BJ1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ1509'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 BJ1509'
 BJ1509'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED
 BJ1509'AND FOUND IN GOOD CONDITION.  THE OLD AZIMUTH MARK HAS BEEN
 BJ1509'DESTROYED.  AN ADEQUATE CHECK WAS MADE ON THE HORZIONTAL ANGLE
 BJ1509'AND MEASUREMENT TO REFERENCE MARKS 3 AND 4.  TT 23 L 1931 (USGSBM)
 BJ1509'RECOVERED AND A NEW REFERENCE MARK 5 ARE DESCRIBED BELOW.
 BJ1509'
 BJ1509'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61
 BJ1509'AND 51 IN LA PLACE, GO NORTHEAST ON HIGHWAY 51 FOR 2.5 MILES
 BJ1509'TO THE JUNCTION OF HIGHWAYS 51 AND INTERSTATE 10.  CONTINUE
 BJ1509'NORTHEAST ON HIGHWAY 51 FOR 7.35 MILES TO THE STATION ON THE
 BJ1509'RIGHT.  CONTINUE NORTH-NORTHEAST ON HIGHWAY 51 FOR 0.1 MILE
 BJ1509'TO REFERENCE MARK 5 (AZIMUTH MARK) ON THE LEFT.
 BJ1509'
 BJ1509'TT 23 L, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 BJ1509'TT 23 L 1931, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 BJ1509'MONUMENT THAT PROJECTS 10-INCHES ABOVE THE GROUND SURFACE.
 BJ1509'IT IS 41 FEET NORTHEAST OF A 12-INCH GUM TREE AND 6.5 FEET
 BJ1509'NORTH OF A 36-INCH GUM TREE.
 BJ1509'
 BJ1509'REFERENCE MARK 5, A STANDARD DISK STAMPED RUDDOCK NO 5 1939
 BJ1509'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ1509'MONUMENT THAT IS 1-INCH BELOW THE GROUND SURFACE.  IT IS 54
 BJ1509'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 51,
 BJ1509'19.5 FEET NORTHEAST OF A 10-INCH WILLOW TREE AND 2.3 FEET
 BJ1509'SOUTHEAST OF A METAL WITNESS POST.
 BJ1509'
 BJ1509'FOR ADDITIONAL INFORMATION SEE PREVIOUS DESCRIPTION FOR
 BJ1509'RUDDOCK 1939.
 BJ1509'
 BJ1509'HEIGHT OF LIGHT ABOVE STATION MARK 125.4 FEET.
 BJ1509'
 BJ1509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 BJ1509'SOUTH OF MANCHAC
 BJ1509
 BJ1509                          STATION RECOVERY (1973)
 BJ1509
 BJ1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BJ1509'5.9 MI S FROM MANCHAC.
 BJ1509'9.9 MILES NORTH ALONG U. S. HIGHWAY 51 FROM THE JUNCTION OF U. S.
 BJ1509'HIGHWAY 61 IN LAPLACE, 124 FEET SOUTHEAST OF THE CENTER OF U. S.
 BJ1509'HIGHWAY 51, 43 FEET WEST OF A 36-INCH GUM TREE, 26.6 FEET NORTHWEST OF
 BJ1509'A 12-INCH GUM TREE AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BJ1509'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 BJ1509
 BJ1509                          STATION RECOVERY (1992)
 BJ1509
 BJ1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1509'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2667 ***********************************************************************
 CQ2667  DESIGNATION -  RUDY USE 1931
 CQ2667  PID         -  CQ2667
 CQ2667  STATE/COUNTY-  LA/OUACHITA
 CQ2667  USGS QUAD   -  MONROE NORTH (1994)
 CQ2667
 CQ2667                         *CURRENT SURVEY CONTROL
 CQ2667  ___________________________________________________________________
 CQ2667* NAD 83(1992)-  32 33 11.16631(N)    092 07 23.86596(W)     ADJUSTED  
 CQ2667* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 CQ2667  ___________________________________________________________________
 CQ2667  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CQ2667  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2667
 CQ2667  HORZ ORDER  -  SECOND
 CQ2667
 CQ2667.The horizontal coordinates were established by classical geodetic methods
 CQ2667.and adjusted by the National Geodetic Survey in January 1993..
 CQ2667
 CQ2667.The orthometric height was scaled from a topographic map.
 CQ2667
 CQ2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2667
 CQ2667.The geoid height was determined by GEOID03.
 CQ2667
 CQ2667;                    North         East     Units Scale Factor Converg.
 CQ2667;SPC LA N     -   227,704.497 1,035,379.677   MT  0.99997608   +0 11 57.0
 CQ2667;SPC LA N     -   747,060.50  3,396,908.16   sFT  0.99997608   +0 11 57.0
 CQ2667;UTM  15      - 3,602,084.393   582,309.769   MT  0.99968354   +0 28 18.4
 CQ2667
 CQ2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2667!SPC LA N     -   1.00000047  x   0.99997608  =   0.99997655
 CQ2667!UTM  15      -   1.00000047  x   0.99968354  =   0.99968401
 CQ2667
 CQ2667                          SUPERSEDED SURVEY CONTROL
 CQ2667
 CQ2667  NAD 83(1986)-  32 33 11.17980(N)    092 07 23.85869(W) AD(       ) 2
 CQ2667  NAD 27      -  32 33 10.66464(N)    092 07 23.37660(W) AD(       ) 2
 CQ2667
 CQ2667.Superseded values are not recommended for survey control.
 CQ2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2667.See file dsdata.txt to determine how the superseded data were derived.
 CQ2667
 CQ2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8231002084(NAD 83)
 CQ2667_MARKER: P = PIPE CAP
 CQ2667_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 CQ2667_SP_SET: OBJECT IMBEDDED IN GROUND
 CQ2667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2667
 CQ2667  HISTORY     - Date     Condition        Report By
 CQ2667  HISTORY     - 1931     MONUMENTED       USE
 CQ2667
 CQ2667                          STATION DESCRIPTION
 CQ2667
 CQ2667'DESCRIBED BY US ENGINEERS 1931
 CQ2667'SEE STATION COLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0072 ***********************************************************************
 BW0072  DESIGNATION -  RUE RM 1
 BW0072  PID         -  BW0072
 BW0072  STATE/COUNTY-  LA/AVOYELLES
 BW0072  USGS QUAD   -  MOREAUVILLE (1996)
 BW0072
 BW0072                         *CURRENT SURVEY CONTROL
 BW0072  ___________________________________________________________________
 BW0072* NAD 83(1986)-  31 02 51.     (N)    091 59 22.     (W)     SCALED    
 BW0072* NAVD 88     -        15.854  (meters)      52.01   (feet)  ADJUSTED  
 BW0072  ___________________________________________________________________
 BW0072  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW0072  DYNAMIC HT  -          15.835 (meters)      51.95  (feet)  COMP
 BW0072  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 BW0072
 BW0072  VERT ORDER  -  FIRST     CLASS I
 BW0072
 BW0072.The horizontal coordinates were scaled from a topographic map and have
 BW0072.an estimated accuracy of +/- 6 seconds.
 BW0072
 BW0072.The orthometric height was determined by differential leveling
 BW0072.and adjusted by the National Geodetic Survey in February 1994..
 BW0072
 BW0072.The geoid height was determined by GEOID03.
 BW0072
 BW0072.The dynamic height is computed by dividing the NAVD 88
 BW0072.geopotential number by the normal gravity value computed on the
 BW0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0072.degrees latitude (g = 980.6199 gals.).
 BW0072
 BW0072.The modeled gravity was interpolated from observed gravity values.
 BW0072
 BW0072;                    North         East    Units  Estimated Accuracy
 BW0072;SPC LA N     -    60,820.    1,048,740.      MT  (+/- 180 meters Scaled)
 BW0072
 BW0072                          SUPERSEDED SURVEY CONTROL
 BW0072
 BW0072  NAVD 88 (06/15/91)   15.876  (m)           52.09   (f) UNKNOWN     1 1
 BW0072  NGVD 29 (??/??/??)   15.835  (m)           51.95   (f) ADJUSTED    1 1
 BW0072
 BW0072.Superseded values are not recommended for survey control.
 BW0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0072.See file dsdata.txt to determine how the superseded data were derived.
 BW0072
 BW0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ964353(NAD 83)
 BW0072_MARKER: DR = REFERENCE MARK DISK
 BW0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0072_STAMPING: RUE RM 1 1919 1920
 BW0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0072+STABILITY: SURFACE MOTION
 BW0072
 BW0072  HISTORY     - Date     Condition        Report By
 BW0072  HISTORY     - 1920     MONUMENTED       CGS
 BW0072  HISTORY     - 1966     GOOD             NGS
 BW0072  HISTORY     - 1977     GOOD             NGS
 BW0072
 BW0072                          STATION DESCRIPTION
 BW0072
 BW0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW0072'0.7 MI W FROM MOREAUVILLE.
 BW0072'ABOUT 0.7 MILE WEST ALONG THE KANSAS CITY AND SOUTHERN RAILROAD FROM
 BW0072'THE STATION AT MOREAUVILLE, 201 FEET NORTH OF THE CENTER LINE OF STATE
 BW0072'HIGHWAY 1, 28 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 131
 BW0072'FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE, 0.7 FOOT NORTH OF
 BW0072'A METAL WITNESS POST, ABOUT 11 FEET BELOW THE LEVEL OF THE TRACK,
 BW0072'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 BW0072'A CONCRETE POST PROJECTING 2 INCHES.
 BW0072
 BW0072                          STATION RECOVERY (1977)
 BW0072
 BW0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0072'0.6 MILE WEST ALONG KANSAS CITY AND SOUTHERN RAILROAD FROM THE
 BW0072'CROSSING OF STATE HIGHWAY 451 AT MOREAUVILLE, 201 FEET NORTH
 BW0072'OF STATE HIGHWAY 1, 28.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 BW0072'MAIN TRACK, 131 FEET NORTH OF THE NORTH HIGHWAY RIGHT OF WAY
 BW0072'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1309 ***********************************************************************
 AT1309  DESIGNATION -  RUINED BRICK STK SE PT CELESTE
 AT1309  PID         -  AT1309
 AT1309  STATE/COUNTY-  LA/PLAQUEMINES
 AT1309  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1309
 AT1309                         *CURRENT SURVEY CONTROL
 AT1309  ___________________________________________________________________
 AT1309* NAD 83(1992)-  29 34 07.43179(N)    089 49 31.67368(W)     ADJUSTED  
 AT1309* NAVD 88     -                                                        
 AT1309  **This station is located in a subsidence area (see below).
 AT1309  ___________________________________________________________________
 AT1309  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AT1309  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AT1309
 AT1309  HORZ ORDER  -  THIRD
 AT1309
 AT1309.The horizontal coordinates were established by classical geodetic methods
 AT1309.and adjusted by the National Geodetic Survey in January 1993..
 AT1309
 AT1309 ** The orthometric height has not been validated since last determined
 AT1309 ** by differential leveling and should not be used for control purposes.
 AT1309 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1309 ** area with valid NAVD 88 orthometric heights.
 AT1309 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1309 ** epoch indicated which incorporates improved geoid heights for the
 AT1309 ** Southern Louisiana Subsidence area.
 AT1309 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1309
 AT1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1309
 AT1309.The geoid height was determined by GEOID03.
 AT1309
 AT1309;                    North         East     Units Scale Factor Converg.
 AT1309;SPC LA S     -   119,425.152 1,146,102.628   MT  0.99995400   +0 45 14.2
 AT1309;SPC LA S     -   391,814.02  3,760,171.71   sFT  0.99995400   +0 45 14.2
 AT1309;UTM  16      - 3,274,331.193   226,262.551   MT  1.00052468   -1 23 42.5
 AT1309
 AT1309                          SUPERSEDED SURVEY CONTROL
 AT1309
 AT1309  NAD 83(1986)-  29 34 07.44339(N)    089 49 31.67857(W) AD(       ) 4
 AT1309  NAD 27      -  29 34 06.67500(N)    089 49 31.43700(W) AD(       ) 3
 AT1309
 AT1309.Superseded values are not recommended for survey control.
 AT1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1309.See file dsdata.txt to determine how the superseded data were derived.
 AT1309
 AT1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2626374331(NAD 83)
 AT1309_MARKER: 63 = STACK
 AT1309
 AT1309  HISTORY     - Date     Condition        Report By
 AT1309  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1309
 AT1309                          STATION DESCRIPTION
 AT1309
 AT1309'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1252 ***********************************************************************
 AT1252  DESIGNATION -  RUIZ
 AT1252  PID         -  AT1252
 AT1252  STATE/COUNTY-  LA/ST BERNARD
 AT1252  USGS QUAD   -  LENA LAGOON (1993)
 AT1252
 AT1252                         *CURRENT SURVEY CONTROL
 AT1252  ___________________________________________________________________
 AT1252* NAD 83(1992)-  29 47 46.58816(N)    089 33 08.69453(W)     ADJUSTED  
 AT1252* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 AT1252  ___________________________________________________________________
 AT1252  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1252  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AT1252
 AT1252  HORZ ORDER  -  THIRD
 AT1252
 AT1252.The horizontal coordinates were established by classical geodetic methods
 AT1252.and adjusted by the National Geodetic Survey in May 1994..
 AT1252
 AT1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1252
 AT1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1252
 AT1252.The geoid height was determined by GEOID03.
 AT1252
 AT1252;                    North         East     Units Scale Factor Converg.
 AT1252;SPC LA S     -   145,022.831 1,172,165.438   MT  0.99993208   +0 53 25.7
 AT1252;SPC LA S     -   475,795.74  3,845,679.44   sFT  0.99993208   +0 53 25.7
 AT1252;UTM  16      - 3,298,943.164   253,282.595   MT  1.00035108   -1 16 08.3
 AT1252
 AT1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1252!SPC LA S     -   1.00000337  x   0.99993208  =   0.99993545
 AT1252!UTM  16      -   1.00000337  x   1.00035108  =   1.00035445
 AT1252
 AT1252|---------------------------------------------------------------------|
 AT1252| PID    Reference Object                     Distance      Geod. Az  |
 AT1252|                                                           dddmmss.s |
 AT1252| DD8027 RUIZ RM 1                            14.149 METERS 09124     |
 AT1252| AT0999 MISS RIV GULF OUTLET LT 98          APPROX. 7.5 KM 1294723.8 |
 AT1252| AT0975 MISS RIV GULF OUTLET LT 97          APPROX. 9.5 KM 1301305.4 |
 AT1252| AT1251 MISS RIV GULF OUTLET LT 102         APPROX. 4.0 KM 3052858.7 |
 AT1252| DD8026 RUIZ AZ MK                                         3112049.4 |
 AT1252| DD8028 RUIZ RM 2                            14.252 METERS 34646     |
 AT1252|---------------------------------------------------------------------|
 AT1252
 AT1252                          SUPERSEDED SURVEY CONTROL
 AT1252
 AT1252  NAD 83(1992)-  29 47 46.59165(N)    089 33 08.69119(W) AD(       ) 3
 AT1252  NAD 83(1986)-  29 47 46.59811(N)    089 33 08.69432(W) AD(       ) 3
 AT1252  NAD 27      -  29 47 45.85751(N)    089 33 08.49232(W) AD(       ) 3
 AT1252  NGVD 29 (07/19/86)    4.1    (m)           13.     (f) VERT ANG       
 AT1252
 AT1252.Superseded values are not recommended for survey control.
 AT1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1252.See file dsdata.txt to determine how the superseded data were derived.
 AT1252
 AT1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5328398943(NAD 83)
 AT1252_MARKER: DS = TRIANGULATION STATION DISK
 AT1252_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1252+WITH SETTING: INFORMATION.
 AT1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1252
 AT1252  HISTORY     - Date     Condition        Report By
 AT1252  HISTORY     - 1966     MONUMENTED       CGS
 AT1252  HISTORY     - 1969     GOOD             CGS
 AT1252
 AT1252                          STATION DESCRIPTION
 AT1252
 AT1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1252'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST-SOUTHEAST OF HOPEDALE,
 AT1252'1/4 MILE NORTHEAST
 AT1252'OF THE MISSISSIPPI RIVER GULF OUTLET, NEAR THE SOUTHEAST
 AT1252'END OF A CANAL, AT AN OLD OIL WELL.
 AT1252'
 AT1252'THE STATION IS A STANDARD DISK STAMPED RUIZ 1966, CRIMPED TO THE
 AT1252'TOP OF A 5/8 INCH
 AT1252'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED IN
 AT1252'A 4 INCH ORANGEBURG PIPE WHICH
 AT1252'PROJECTS 30 INCHES.  IT IS AT THE TOP OF
 AT1252'A SPOIL BANK, 94 FEET NORTHEAST OF THE NORTH BANK
 AT1252'OF THE CANAL, AND 2.5
 AT1252'FEET NORTH OF A METAL WITNESS POST.
 AT1252'
 AT1252'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED RUIZ NO 1 1966,
 AT1252'CRIMPED TO THE TOP
 AT1252'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1252'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1252'PIPE WHICH PROJECTS 36 INCHES.  IT
 AT1252'IS 120 FEET NORTHEAST OF THE NORTH BANK OF THE CANAL,
 AT1252'AND 3 FEET SOUTHWEST OF
 AT1252'A METAL WITNESS POST.
 AT1252'
 AT1252'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED RUIZ NO 2 1966,
 AT1252'CRIMPED TO THE TOP
 AT1252'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1252'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1252'PIPE WHICH PROJECTS 30 INCHES.
 AT1252'IT IS 120 FEET NORTHEAST OF THE NORTH BANK OF THE
 AT1252'CANAL, AND 49 FEET
 AT1252'NORTH-NORTHWEST OF THE METAL WITNESS POST.
 AT1252'
 AT1252'THE AZIMUTH MARK IS LOCATED ALONG THE NORTH SIDE OF THE CANAL.
 AT1252'THE DISK IS
 AT1252'STAMPED RUIZ 1966, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 AT1252'WELD GROUND ROD 32 FEET LONG.
 AT1252'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1252'PIPE WHICH PROJECTS 30 INCHES.  IT IS 150 FEET
 AT1252'NORTHEAST OF THE NORTH
 AT1252'BANK OF THE CANAL, AND 1 FOOT EAST OF A METAL WITNESS POST.
 AT1252'
 AT1252'NOTE- THIS STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT1252
 AT1252                          STATION RECOVERY (1969)
 AT1252
 AT1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1252'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION,
 AT1252'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT1252'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1691 ***********************************************************************
 BX1691  DESIGNATION -  RUM RM 2
 BX1691  PID         -  BX1691
 BX1691  STATE/COUNTY-  LA/NATCHITOCHES
 BX1691  USGS QUAD   -  PROVENCAL (1992)
 BX1691
 BX1691                         *CURRENT SURVEY CONTROL
 BX1691  ___________________________________________________________________
 BX1691* NAD 83(1986)-  31 37 43.     (N)    093 09 45.     (W)     SCALED    
 BX1691* NAVD 88     -        39.55   (+/-2cm)     129.8    (feet)  VERTCON   
 BX1691  ___________________________________________________________________
 BX1691  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1691
 BX1691  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1691
 BX1691.The horizontal coordinates were scaled from a topographic map and have
 BX1691.an estimated accuracy of +/- 6 seconds.
 BX1691
 BX1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1691.The vertical order pertains to the NGVD 29 superseded value.
 BX1691
 BX1691.The geoid height was determined by GEOID03.
 BX1691
 BX1691;                    North         East    Units  Estimated Accuracy
 BX1691;SPC LA N     -   125,330.      937,150.      MT  (+/- 180 meters Scaled)
 BX1691
 BX1691                          SUPERSEDED SURVEY CONTROL
 BX1691
 BX1691  NGVD 29 (??/??/??)   39.598  (m)          129.91   (f) ADJUSTED    1 2
 BX1691
 BX1691.Superseded values are not recommended for survey control.
 BX1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1691.See file dsdata.txt to determine how the superseded data were derived.
 BX1691
 BX1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ845992(NAD 83)
 BX1691_MARKER: DR = REFERENCE MARK DISK
 BX1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1691_STAMPING: RUM NO 2 1919
 BX1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1691+STABILITY: SURFACE MOTION
 BX1691
 BX1691  HISTORY     - Date     Condition        Report By
 BX1691  HISTORY     - 1919     MONUMENTED       CGS
 BX1691  HISTORY     - 1938     GOOD             CGS
 BX1691  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1691
 BX1691                          STATION DESCRIPTION
 BX1691
 BX1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1691'3.7 MI W FROM FLORA.
 BX1691'ABOUT 3.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1691'CROSSING OF STATE HIGHWAY 75 AT FLORA, NATCHITOCHES PARISH, ABOUT 340
 BX1691'FEET EAST OF A ROAD CROSSING, 122.9 FEET NORTH-NORTHEAST OF
 BX1691'TRIANGULATION STATION RUM, DESCRIBED BELOW, AND 57 FEET NORTH OF THE
 BX1691'NORTH RAIL.  A STANDARD REFERENCE-MARK DISK, STAMPED RUM NO 2 1919 AND
 BX1691'SET IN THE TOP OF A CONCRETE POST.
 BX1691
 BX1691                          STATION RECOVERY (1995)
 BX1691
 BX1691'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1692 ***********************************************************************
 BX1692  DESIGNATION -  RUM=P 12 RESET
 BX1692  PID         -  BX1692
 BX1692  STATE/COUNTY-  LA/NATCHITOCHES
 BX1692  USGS QUAD   -  PROVENCAL (1992)
 BX1692
 BX1692                         *CURRENT SURVEY CONTROL
 BX1692  ___________________________________________________________________
 BX1692* NAD 83(1992)-  31 37 42.38701(N)    093 09 47.09813(W)     ADJUSTED  
 BX1692* NAVD 88     -        39.37   (+/-2cm)     129.2    (feet)  VERTCON   
 BX1692  ___________________________________________________________________
 BX1692  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BX1692  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX1692
 BX1692  HORZ ORDER  -  FIRST
 BX1692  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1692
 BX1692.The horizontal coordinates were established by classical geodetic methods
 BX1692.and adjusted by the National Geodetic Survey in January 1993..
 BX1692
 BX1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1692.The vertical order pertains to the NGVD 29 superseded value.
 BX1692
 BX1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1692
 BX1692.The geoid height was determined by GEOID03.
 BX1692
 BX1692;                    North         East     Units Scale Factor Converg.
 BX1692;SPC LA N     -   125,308.436   937,096.826   MT  0.99992741   -0 21 02.1
 BX1692;SPC LA N     -   411,116.09  3,074,458.50   sFT  0.99992741   -0 21 02.1
 BX1692;UTM  15      - 3,499,263.911   484,534.152   MT  0.99960295   -0 05 07.9
 BX1692
 BX1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1692!SPC LA N     -   0.99999793  x   0.99992741  =   0.99992534
 BX1692!UTM  15      -   0.99999793  x   0.99960295  =   0.99960088
 BX1692
 BX1692|---------------------------------------------------------------------|
 BX1692| PID    Reference Object                     Distance      Geod. Az  |
 BX1692|                                                           dddmmss.s |
 BX1692| BX1691 RUM RM 2                             37.472 METERS 02214     |
 BX1692| CV9164 RUM RM 3                             42.108 METERS 16219     |
 BX1692| BX2844 VOWELLS                             APPROX. 8.3 KM 2671846.5 |
 BX1692| CV9163 RUM RM 1                            108.996 METERS 30736     |
 BX1692| CV9162 RUM RM                              109.000 METERS 30817     |
 BX1692|---------------------------------------------------------------------|
 BX1692
 BX1692                          SUPERSEDED SURVEY CONTROL
 BX1692
 BX1692  NAD 83(1986)-  31 37 42.40363(N)    093 09 47.08985(W) AD(       ) 1
 BX1692  NAD 27      -  31 37 41.80200(N)    093 09 46.48500(W) AD(       ) 1
 BX1692  NGVD 29 (??/??/??)   39.422  (m)          129.34   (f) ADJUSTED    1 2
 BX1692
 BX1692.Superseded values are not recommended for survey control.
 BX1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1692.See file dsdata.txt to determine how the superseded data were derived.
 BX1692
 BX1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8453499264(NAD 83)
 BX1692_MARKER: DS = TRIANGULATION STATION DISK
 BX1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1692_STAMPING: RUM P 12 1919
 BX1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1692+STABILITY: SURFACE MOTION
 BX1692
 BX1692  HISTORY     - Date     Condition        Report By
 BX1692  HISTORY     - 1919     MONUMENTED       CGS
 BX1692  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BX1692  HISTORY     - 1935     GOOD             CGS
 BX1692  HISTORY     - 1941     GOOD             CGS
 BX1692  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1692
 BX1692                          STATION DESCRIPTION
 BX1692
 BX1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1692'STATION IS ABOUT 3-3/4 MILES W OF WEAVER LUMBER MILL AT FLORA,
 BX1692'ON PROLONGATION OF N RAIL TANGENT FROM E, ABOUT 2-1/4 TELEGRAPH
 BX1692'POLES E OF ROAD CROSSING, AND ABOUT 8-1/2 TELEGRAPH POLES E
 BX1692'OF MILEPOST NO. 243, AT EDGE OF PASTURE ON S SIDE OF TEXAS
 BX1692'AND PACIFIC RAILWAY TRACKS.  SURFACE AND UNDERGROUND MARKS
 BX1692'ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.
 BX1692'REFERENCE MARK IS A STANDARD REFERENCE DISK SET IN A SQUARE
 BX1692'BLOCK OF CONCRETE, AND IS 109.00 METERS (357.61 FEET) FROM
 BX1692'STATION N 51 DEG 43 MIN W.
 BX1692
 BX1692                          STATION RECOVERY (1935)
 BX1692
 BX1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1692'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT
 BX1692'TABLET HAD BEEN REMOVED.  REFERENCE MARK 1919 RECOVERED AS
 BX1692'DESCRIBED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BX1692'ABOUT 3-3/4 MILES W OF WEAVER LUMBER COMPANY AT FLORA, ON
 BX1692'PROLONGATION OF N RAIL TANGENT FROM E, ABOUT 2-1/2 TELEPHONE
 BX1692'POLES E OF ROAD CROSSING AND ABOUT 10-1/2 TELEPHONE POLES E
 BX1692'OF MILEPOST NO. 243, AT EDGE OF PASTURE ON S SIDE OF TEXAS
 BX1692'AND PACIFIC RAILROAD TRACKS, AT FIRST CURVE W OF TRESTLE
 BX1692'NO. 243, 31.0 FEET S OF TENTH TELEPHONE POLE E OF MILEPOST
 BX1692'NO. 243, 60.8 FEET S OF S RAILROAD RAIL.  SURFACE MARK, A STANDARD
 BX1692'STATION TABLET SET IN CONCRETE.
 BX1692'THIS TABLET HAD BEEN REMOVED, BUT WAS REPLACED IN 1935.
 BX1692'UNDERGROUND MARK, STANDARD STATION DISK SET IN
 BX1692'CONCRETE.
 BX1692'
 BX1692'REFERENCE MARK NO. 1, 1919, IS A STANDARD REFERENCE DISK SET
 BX1692'IN CONCRETE, AT GROUND SURFACE, 12.3 FEET E OF N AND S FENCE
 BX1692'AT CATTLE GUARD, W OF RAILROAD CROSSING, 18.5 FEET N OF NORTH
 BX1692'RAILROAD RAIL.  DISTANCE FROM STATION IS 109.00 METERS (357.61
 BX1692'FEET) N 51 DEG 43 MIN W.
 BX1692'
 BX1692'REFERENCE MARK NO. 2, 1935, IS A STANDARD REFERENCE MARK DISK
 BX1692'SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER, 57 FEET N OF
 BX1692'NORTH RAILROAD TRACK RAIL AND 13 FEET S OF N FENCE LINE AND
 BX1692'ABOUT 340 FEET E OF ROAD CROSSING.
 BX1692'
 BX1692'DISTANCE FROM STATION IS 37.47 METERS (122.94 FEET),
 BX1692'N 22 DEG 54 MIN E.  DISTANCE TO REFERENCE MARK NO. 1 345.7 FEET
 BX1692'N 71 DEG 46 MIN 30 SEC W.
 BX1692'
 BX1692'TO REACH THIS STATION, GO E FROM PROVENCAL FOR ABOUT 4 MILES,
 BX1692'OR W FROM FLORA ABOUT THE SAME DISTANCE TO POINT, WHERE ROAD
 BX1692'FILLING HAS BEEN DUG ON S SIDE OF HIGHWAY LEAVING SEVERAL
 BX1692'LARGE PITS.  TURN S HERE AND GO S FOR ABOUT 1-1/4 MILES ON
 BX1692'WOODS ROAD, VERY BAD IN WET WEATHER, TO RAILROAD.
 BX1692
 BX1692                          STATION RECOVERY (1935)
 BX1692
 BX1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BX1692'3.7 MI W FROM FLORA.
 BX1692'ABOUT 3.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1692'CROSSING OF STATE HIGHWAY 75 AT FLORA, NATCHITOCHES PARISH, 31 FEET
 BX1692'SOUTH OF THE TENTH POLE WEST OF MILEPOST 243, AT THE FIRST CURVE WEST
 BX1692'OF TRESTLE 243, AT THE EDGE OF A PASTURE, ABOUT 264 FEET EAST OF A
 BX1692'CATTLE GUARD AT A ROAD CROSSING, 179.5 FEET EAST OF THE CENTER OF A
 BX1692'50-INCH CONCRETE CULVERT, 61 FEET SOUTH OF THE SOUTH RAIL, AND 10 FEET
 BX1692'NORTH OF A BARBED-WIRE FENCE. A STANDARD TRIANGULATION-STATION DISK,
 BX1692'STAMPED RUM P 12 1919 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BX1692'ABOUT 2 INCHES ABOVE GROUND.
 BX1692
 BX1692                          STATION RECOVERY (1941)
 BX1692
 BX1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX1692'STATION RECOVERED AS DESCRIBED BY E.R.M. IN 1935.  A NEW
 BX1692'REFERENCE MARK WAS ESTABLISHED BY THIS PARTY AS NOTED BELOW.
 BX1692'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS ABOUT 3-3/4 MILES
 BX1692'W OF THE VILLAGE OF FLORA ON THE PROLONGATION OF THE N RAIL
 BX1692'TANGENT FROM THE E, ON THE S SIDE AND ADJACENT TO THE TEXAS
 BX1692'AND PACIFIC RAILROAD TRACKS ABOUT 1/2 MILE E OF TRESTLE NO.
 BX1692'243, 60 FEET S OF THE S RAIL AND 31 FEET S OF A TELEPHONE
 BX1692'POLE.  THE MARK, A STANDARD BRONZE DISK SET IN A SQUARE
 BX1692'BLOCK OF CONCRETE IS STAMPED RUM 1919 AND PROJECTS ABOUT 4
 BX1692'INCHES.
 BX1692'
 BX1692'REFERENCE MARK NO. 1 IS 12.3 FEET E OF A FENCE AT A CATTLE
 BX1692'GUARD AND 18.5 FEET N OF THE N RAIL.  THE MARK, A STANDARD
 BX1692'BRONZE DISK SET IN A SQUARE BLOCK OF CONCRETE IS STAMPED
 BX1692'RUM R.M. NO. 1 1919 AND IS SET FLUSH WITH THE GROUND.
 BX1692'
 BX1692'REFERENCE MARK NO. 2 IS 57 FEET N OF THE N RAIL AND 13 FEET
 BX1692'S OF A FENCE.  THE MARK, A STANDARD BRONZE DISK SET IN A
 BX1692'SQUARE BLOCK OF CONCRETE IS STAMPED RUM R.M. NO. 2 1919 AND
 BX1692'IS SET FLUSH WITH THE GROUND.
 BX1692'
 BX1692'REFERENCE MARK NO. 3 IS 55 FEET S OF A FENCE AND 15 FEET N
 BX1692'OF THE CENTER OF A WOODS ROAD.  THE MARK, A STANDARD BRONZE
 BX1692'DISK SET IN A SQUARE BLOCK OF CONCRETE IS STAMPED RUM R.M.
 BX1692'NO. 3 1941 AND PROJECTS ABOUT 8 INCHES.  STATION FLORA 1919
 BX1692'WAS USED AS AN AZIMUTH MARK.
 BX1692'
 BX1692'TO REACH THE STATION FROM THE VILLAGE OF FLORA, GO W ON STATE
 BX1692'HIGHWAY 75 FOR 4.2 MILES TO DIRT SIDE ROAD LEFT, TURN LEFT
 BX1692'AND GO ABOUT 1.3 MILES TO THE TEXAS AND PACIFIC RAILROAD TRACKS,
 BX1692'TURN LEFT ALONG TRACKS ABOUT 200 YARDS TO THE STATION ON THE
 BX1692'RIGHT.
 BX1692
 BX1692                          STATION RECOVERY (1995)
 BX1692
 BX1692'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2792 ***********************************************************************
 BX2792  DESIGNATION -  RUSSELL
 BX2792  PID         -  BX2792
 BX2792  STATE/COUNTY-  LA/NATCHITOCHES
 BX2792  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2792
 BX2792                         *CURRENT SURVEY CONTROL
 BX2792  ___________________________________________________________________
 BX2792* NAD 83(1992)-  31 49 39.26196(N)    093 06 02.76258(W)     ADJUSTED  
 BX2792* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 BX2792  ___________________________________________________________________
 BX2792  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BX2792  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2792
 BX2792  HORZ ORDER  -  FIRST
 BX2792
 BX2792.The horizontal coordinates were established by classical geodetic methods
 BX2792.and adjusted by the National Geodetic Survey in January 1993..
 BX2792
 BX2792.The orthometric height was scaled from a topographic map.
 BX2792
 BX2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2792
 BX2792.The geoid height was determined by GEOID03.
 BX2792
 BX2792;                    North         East     Units Scale Factor Converg.
 BX2792;SPC LA N     -   147,352.033   943,130.692   MT  0.99991597   -0 19 03.5
 BX2792;SPC LA N     -   483,437.46  3,094,254.61   sFT  0.99991597   -0 19 03.5
 BX2792;UTM  15      - 3,521,328.117   490,464.211   MT  0.99960112   -0 03 11.3
 BX2792
 BX2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2792!SPC LA N     -   0.99999404  x   0.99991597  =   0.99991001
 BX2792!UTM  15      -   0.99999404  x   0.99960112  =   0.99959516
 BX2792
 BX2792:                Primary Azimuth Mark                     Grid Az
 BX2792:SPC LA N     -  RUSSELL AZ MK                            138 14 43.1
 BX2792:UTM  15      -  RUSSELL AZ MK                            137 58 50.9
 BX2792
 BX2792|---------------------------------------------------------------------|
 BX2792| PID    Reference Object                     Distance      Geod. Az  |
 BX2792|                                                           dddmmss.s |
 BX2792| CV9169 RUSSELL AZ MK                                      1375539.6 |
 BX2792| BX2793 NATCHITOCHES MUNICIPAL TANK         APPROX. 7.4 KM 1713710.9 |
 BX2792| BX2811 NATCHITOCHES OIL MILL INC TANK      APPROX. 8.9 KM 1715907.8 |
 BX2792| BX2810 NATCHITOCHES AM COMPRESS CO TK      APPROX. 9.0 KM 1721943.7 |
 BX2792| BX2795 NATCHITOCHES KELLEY WEBER TANK      APPROX. 8.4 KM 1735644.3 |
 BX2792| BX2812 NATCHITOCHES ST NORM COLL STK       APPROX. 8.6 KM 1752627.7 |
 BX2792| BX2794 NATCHITOCHES ST NORMAL COLL TK      APPROX. 8.6 KM 1773907.1 |
 BX2792| CV9170 RUSSELL RM 1                         39.243 METERS 23427     |
 BX2792| CV9171 RUSSELL RM 2                         30.358 METERS 30611     |
 BX2792|---------------------------------------------------------------------|
 BX2792
 BX2792                          SUPERSEDED SURVEY CONTROL
 BX2792
 BX2792  NAD 83(1986)-  31 49 39.27684(N)    093 06 02.75545(W) AD(       ) 1
 BX2792  NAD 27      -  31 49 38.69400(N)    093 06 02.16700(W) AD(       ) 1
 BX2792
 BX2792.Superseded values are not recommended for survey control.
 BX2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2792.See file dsdata.txt to determine how the superseded data were derived.
 BX2792
 BX2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9046421328(NAD 83)
 BX2792_MARKER: DS = TRIANGULATION STATION DISK
 BX2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2792
 BX2792  HISTORY     - Date     Condition        Report By
 BX2792  HISTORY     - 1941     MONUMENTED       CGS
 BX2792  HISTORY     - 1967     MARK NOT FOUND   CGS
 BX2792  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX2792
 BX2792                          STATION DESCRIPTION
 BX2792
 BX2792'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2792'STATION IS ABOUT 5 MILES N OF NATCHITOCHES ON A HIGH TIMBERED
 BX2792'RIDGE WHICH FORMS A LARGE BEND IN THE RED RIVER, ON LAND
 BX2792'OWNED BY BESSIE RUSSELL, ABOUT 1 MILE NW OF THE BRIDGE OVER
 BX2792'THE RED RIVER, 40-1/2 FEET E OF TRIANGLE BLAZED 16-INCH
 BX2792'PINE TREE, 17 FEET N OF A 10-INCH PINE TREE, 6-1/2 FEET
 BX2792'W OF A WHITE REFERENCE POST, IS STAMPED RUSSELL 1941 AND
 BX2792'PROJECTS 6 INCHES.
 BX2792'
 BX2792'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2792'BRONZE DISKS SET IN CONCRETE.
 BX2792'
 BX2792'REFERENCE MARK NO. 1 IS 48 FEET E OF THE CENTER OF A WOODS
 BX2792'ROAD, 10 FEET E OF A TRIANGLE BLAZED 10-INCH PINE TREE,
 BX2792'IS STAMPED RUSSELL NO. 1 1941 AND PROJECTS 6 INCHES.
 BX2792'
 BX2792'REFERENCE MARK NO. 2 IS 24 FEET N OF A 10-INCH OAK TREE,
 BX2792'6 FEET E OF A 6-INCH OAK TREE, IS STAMPED RUSSELL NO. 2
 BX2792'1941 AND PROJECTS 6 INCHES.
 BX2792'
 BX2792'THE AZIMUTH MARK IS 27 FEET SE OF A 24-INCH OAK TREE, 21
 BX2792'FEET W OF A 10-INCH OAK TREE, 10 FEET S OF THE CENTER OF
 BX2792'A WOODS ROAD, 2-1/2 FEET N OF A WHITE REFERENCE POST, IS
 BX2792'STAMPED RUSSELL 1941 AND PROJECTS 6 INCHES.
 BX2792'
 BX2792'TO REACH THE STATION FROM THE CANE RIVER BRIDGE IN NATCHITOCHES,
 BX2792'GO N ON STATE HIGHWAYS 1 AND 6 FOR 3.9 MILES TO A SIDE ROAD
 BX2792'LEFT, TURN LEFT AND GO 0.15 MILE TO A FORK, TAKE RIGHT FORK
 BX2792'AND GO 0.6 MILE TO A FORK, TAKE LEFT FORK PASSING THROUGH
 BX2792'A GATE AND GO 0.3 MILE TO A BOARD GATE, PASS THROUGH GATE
 BX2792'AND CONTINUE ON DIRT ROAD THROUGH TIMBER 0.3 MILE TO THE
 BX2792'AZIMUTH MARK ON THE LEFT, CONTINUE 0.2 MILE TO A BLAZED
 BX2792'PINE TREE AND STATION ON THE RIGHT.
 BX2792'
 BX2792'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2792
 BX2792                          STATION RECOVERY (1967)
 BX2792
 BX2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 BX2792'STATION NOT FOUND.  VERBAL DESCRIPTION INADEQUATE BECAUSE
 BX2792'OF LOCAL CHANGES.  SITE OF STATION VISITED AS INDICATED
 BX2792'BY PLOTTING POSITION.  CONCLUSION IS THAT STATION IS LOST
 BX2792'OR DESTROYED AS A RESULT OF QUARRY EXCAVATIONS.
 BX2792
 BX2792                          STATION RECOVERY (1969)
 BX2792
 BX2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BX2792'A SEARCH WAS MADE FOR THIS STATION BUT NONE OF THE MARKS
 BX2792'COULD BE RECOVERED.  THE DESCRIBED LOCATION IS IN AN AREA
 BX2792'THAT HAS BEEN EXCAVATED FOR GRAVEL AND ALL INDICATIONS ARE
 BX2792'THAT THE STATION WAS DESTROYED.
 BX2792'
 BX2792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 BX2792'NORTH OF NATCHITOCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1256 ***********************************************************************
 AT1256  DESIGNATION -  RUSSO 1934
 AT1256  PID         -  AT1256
 AT1256  STATE/COUNTY-  LA/ST BERNARD
 AT1256  USGS QUAD   -  LENA LAGOON (1993)
 AT1256
 AT1256                         *CURRENT SURVEY CONTROL
 AT1256  ___________________________________________________________________
 AT1256* NAD 83(1992)-  29 45 38.87440(N)    089 34 50.45904(W)     ADJUSTED  
 AT1256* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1256  ___________________________________________________________________
 AT1256  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AT1256  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AT1256
 AT1256  HORZ ORDER  -  THIRD
 AT1256
 AT1256.The horizontal coordinates were established by classical geodetic methods
 AT1256.and adjusted by the National Geodetic Survey in May 1994..
 AT1256
 AT1256.The orthometric height was scaled from a topographic map.
 AT1256
 AT1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1256
 AT1256.The geoid height was determined by GEOID03.
 AT1256
 AT1256;                    North         East     Units Scale Factor Converg.
 AT1256;SPC LA S     -   141,048.945 1,169,493.070   MT  0.99993447   +0 52 34.9
 AT1256;SPC LA S     -   462,758.08  3,836,911.85   sFT  0.99993447   +0 52 34.9
 AT1256;UTM  16      - 3,295,071.111   250,461.232   MT  1.00036837   -1 16 54.0
 AT1256
 AT1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1256!SPC LA S     -   1.00000400  x   0.99993447  =   0.99993847
 AT1256!UTM  16      -   1.00000400  x   1.00036837  =   1.00037237
 AT1256
 AT1256                          SUPERSEDED SURVEY CONTROL
 AT1256
 AT1256  NAD 83(1992)-  29 45 38.87766(N)    089 34 50.46095(W) AD(       ) 3
 AT1256  NAD 83(1986)-  29 45 38.88442(N)    089 34 50.46148(W) AD(       ) 3
 AT1256  NAD 27      -  29 45 38.13100(N)    089 34 50.25700(W) AD(       ) 3
 AT1256
 AT1256.Superseded values are not recommended for survey control.
 AT1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1256.See file dsdata.txt to determine how the superseded data were derived.
 AT1256
 AT1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5046195071(NAD 83)
 AT1256_MARKER: DS = TRIANGULATION STATION DISK
 AT1256_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1256_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1256
 AT1256  HISTORY     - Date     Condition        Report By
 AT1256  HISTORY     - 1934     MONUMENTED       CGS
 AT1256  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT1256  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1256
 AT1256                          STATION DESCRIPTION
 AT1256
 AT1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1256'STATION IS
 AT1256'LOCATED ON BAYOU
 AT1256'RUSSO 0.8 MILE ABOVE LAKE COQUILLE.  IT IS AT
 AT1256'THE POINT WHERE BAYOU RUSSO JOINS
 AT1256'ANOTHER BAYOU (OF NO NAME), AT
 AT1256'WHICH POINT THERE IS AN OLD TRAPPERS CABIN.  STATION
 AT1256'IS ON THE N
 AT1256'SIDE OF THE BAYOU, 17 METERS INSHORE, 15 METERS E OF THE OLD
 AT1256'CABIN, IN HARD MARSH.
 AT1256'
 AT1256'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 AT1256'CENTER OF THE TOP
 AT1256'OF A TILE, WHICH IS FASTENED BY MEANS OF CONCRETE
 AT1256'TO THE UPPER END OF A LONG WOODEN
 AT1256'PILE DRIVEN INTO THE MARSH.
 AT1256'
 AT1256'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AT1256'BOTH ARE IN HARD MARSH AND CAST AROUND
 AT1256'CYPRESS PILING.
 AT1256'
 AT1256'REFERENCE MARK NO. 1 IS 13.658 METERS NE OF THE STATION.
 AT1256'
 AT1256'REFERENCE MARK NO. 2 IS 13.715 METERS NW OF THE STATION, 6
 AT1256'METERS FROM THE
 AT1256'BAYOU, AND 4 METERS FROM THE OLD TRAPPERS CABIN.
 AT1256'
 AT1256'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 AT1256'20.505 METERS.
 AT1256'
 AT1256'REACHED VIA LAKE FORTUNA, LAKE MACHIAS, LAKE COQUILLE TO
 AT1256'BAYOU RUSSO AND TO
 AT1256'THE STATION.  A DRAFT OF 4 FEET CAN BE CARRIED
 AT1256'TO THE STATION.
 AT1256'
 AT1256'ANGLE AT STATION- R.M. NO. 2 TO R.M. NO. 1 - 97 DEG 07 MIN
 AT1256'
 AT1256'ANGLE AT R.M. NO. 1- R.M. NO. 1 TO STATION - 41 DEG 17 MIN
 AT1256'
 AT1256'ANGLE AT R.M. NO. 2- STATION TO R.M. NO. 2 - 41 DEG 36 MIN
 AT1256
 AT1256                          STATION RECOVERY (1952)
 AT1256
 AT1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1256'STATION SEARCHED FOR BUT NOT RECOVERED.
 AT1256'HOUSE IS NO LONGER THERE.
 AT1256
 AT1256                          STATION RECOVERY (1965)
 AT1256
 AT1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1256'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AT1256'FOUND.  THE
 AT1256'STATION APPEARS TO HAVE BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2913 ***********************************************************************
 CQ2913  DESIGNATION -  RUSTON COURTHOUSE DOME
 CQ2913  PID         -  CQ2913
 CQ2913  STATE/COUNTY-  LA/LINCOLN
 CQ2913  USGS QUAD   -  RUSTON WEST (1994)
 CQ2913
 CQ2913                         *CURRENT SURVEY CONTROL
 CQ2913  ___________________________________________________________________
 CQ2913* NAD 83(1992)-  32 31 37.31342(N)    092 38 19.58732(W)     ADJUSTED  
 CQ2913* NAVD 88     -                                                        
 CQ2913  ___________________________________________________________________
 CQ2913  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CQ2913  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2913
 CQ2913  HORZ ORDER  -  THIRD
 CQ2913
 CQ2913.The horizontal coordinates were established by classical geodetic methods
 CQ2913.and adjusted by the National Geodetic Survey in January 1993..
 CQ2913
 CQ2913
 CQ2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2913
 CQ2913.The geoid height was determined by GEOID03.
 CQ2913
 CQ2913;                    North         East     Units Scale Factor Converg.
 CQ2913;SPC LA N     -   224,760.336   986,962.727   MT  0.99997114   -0 04 24.1
 CQ2913;SPC LA N     -   737,401.20  3,238,060.21   sFT  0.99997114   -0 04 24.1
 CQ2913;UTM  15      - 3,598,913.095   533,923.188   MT  0.99961419   +0 11 39.2
 CQ2913
 CQ2913                          SUPERSEDED SURVEY CONTROL
 CQ2913
 CQ2913  NAD 83(1986)-  32 31 37.32690(N)    092 38 19.57806(W) AD(       ) 4
 CQ2913  NAD 27      -  32 31 36.78954(N)    092 38 19.03921(W) AD(       ) 3
 CQ2913
 CQ2913.Superseded values are not recommended for survey control.
 CQ2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2913.See file dsdata.txt to determine how the superseded data were derived.
 CQ2913
 CQ2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3392398913(NAD 83)
 CQ2913_MARKER: 87 = DOME
 CQ2913
 CQ2913  HISTORY     - Date     Condition        Report By
 CQ2913  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ2913  HISTORY     - 20040131 MARK NOT FOUND   USPSQD
 CQ2913
 CQ2913                          STATION DESCRIPTION
 CQ2913
 CQ2913'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2917 ***********************************************************************
 CQ2917  DESIGNATION -  RUSTON LA TECH TANK
 CQ2917  PID         -  CQ2917
 CQ2917  STATE/COUNTY-  LA/LINCOLN
 CQ2917  USGS QUAD   -  RUSTON WEST (1994)
 CQ2917
 CQ2917                         *CURRENT SURVEY CONTROL
 CQ2917  ___________________________________________________________________
 CQ2917* NAD 83(1992)-  32 31 35.45506(N)    092 38 59.47852(W)     ADJUSTED  
 CQ2917* NAVD 88     -                                                        
 CQ2917  ___________________________________________________________________
 CQ2917  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CQ2917  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2917
 CQ2917  HORZ ORDER  -  THIRD
 CQ2917
 CQ2917.The horizontal coordinates were established by classical geodetic methods
 CQ2917.and adjusted by the National Geodetic Survey in January 1993..
 CQ2917
 CQ2917
 CQ2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2917
 CQ2917.The geoid height was determined by GEOID03.
 CQ2917
 CQ2917;                    North         East     Units Scale Factor Converg.
 CQ2917;SPC LA N     -   224,704.478   985,921.645   MT  0.99997105   -0 04 45.2
 CQ2917;SPC LA N     -   737,217.94  3,234,644.60   sFT  0.99997105   -0 04 45.2
 CQ2917;UTM  15      - 3,598,852.398   532,882.749   MT  0.99961333   +0 11 17.8
 CQ2917
 CQ2917                          SUPERSEDED SURVEY CONTROL
 CQ2917
 CQ2917  NAD 83(1986)-  32 31 35.46828(N)    092 38 59.46954(W) AD(       ) 4
 CQ2917  NAD 27      -  32 31 34.92835(N)    092 38 58.93285(W) AD(       ) 3
 CQ2917
 CQ2917.Superseded values are not recommended for survey control.
 CQ2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2917.See file dsdata.txt to determine how the superseded data were derived.
 CQ2917
 CQ2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3288398852(NAD 83)
 CQ2917_MARKER: 53 = ELEVATED TANK
 CQ2917
 CQ2917  HISTORY     - Date     Condition        Report By
 CQ2917  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2917  HISTORY     - 20040131 MARK NOT FOUND   USPSQD
 CQ2917
 CQ2917                          STATION DESCRIPTION
 CQ2917
 CQ2917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2917'RUSTON, LOUISIANA TECHNICAL UNIVERSITY WATER TANK IS
 CQ2917'LOCATED ON THE UNIVERSITY CAMPUS IN RUSTON.
 CQ2917'
 CQ2917'IT IS AN ELEVATED TANK, PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED
 CQ2917'STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 120 FEET.
 CQ2917'
 CQ2917'POINT INTERSECTED IS THE BALL AT THE TOP CENTER.
 CQ2917
 CQ2917                          STATION RECOVERY (2004)
 CQ2917
 CQ2917'RECOVERY NOTE BY US POWER SQUADRON 2004 (SJ)
 CQ2917'WATER TANK HAS BEEN REPLACED AND NOW HAS SIX SUPPORT LEGS AND IS
 CQ2917'PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2910 ***********************************************************************
 CQ2910  DESIGNATION -  RUSTON MUNICIPAL TANK
 CQ2910  PID         -  CQ2910
 CQ2910  STATE/COUNTY-  LA/LINCOLN
 CQ2910  USGS QUAD   -  RUSTON WEST (1994)
 CQ2910
 CQ2910                         *CURRENT SURVEY CONTROL
 CQ2910  ___________________________________________________________________
 CQ2910* NAD 83(1992)-  32 31 45.40141(N)    092 38 11.87831(W)     ADJUSTED  
 CQ2910* NAVD 88     -                                                        
 CQ2910  ___________________________________________________________________
 CQ2910  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CQ2910  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2910
 CQ2910  HORZ ORDER  -  THIRD
 CQ2910
 CQ2910.The horizontal coordinates were established by classical geodetic methods
 CQ2910.and adjusted by the National Geodetic Survey in January 1993..
 CQ2910
 CQ2910
 CQ2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2910
 CQ2910.The geoid height was determined by GEOID03.
 CQ2910
 CQ2910;                    North         East     Units Scale Factor Converg.
 CQ2910;SPC LA N     -   225,009.219   987,164.216   MT  0.99997156   -0 04 20.1
 CQ2910;SPC LA N     -   738,217.75  3,238,721.27   sFT  0.99997156   -0 04 20.1
 CQ2910;UTM  15      - 3,599,162.828   534,123.441   MT  0.99961436   +0 11 43.4
 CQ2910
 CQ2910                          SUPERSEDED SURVEY CONTROL
 CQ2910
 CQ2910  NAD 83(1986)-  32 31 45.41473(N)    092 38 11.86922(W) AD(       ) 4
 CQ2910  NAD 27      -  32 31 44.87568(N)    092 38 11.33294(W) AD(       ) 3
 CQ2910
 CQ2910.Superseded values are not recommended for survey control.
 CQ2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2910.See file dsdata.txt to determine how the superseded data were derived.
 CQ2910
 CQ2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3412399163(NAD 83)
 CQ2910_MARKER: 53 = ELEVATED TANK
 CQ2910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2910+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2004
 CQ2910
 CQ2910  HISTORY     - Date     Condition        Report By
 CQ2910  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2910  HISTORY     - 1970     GOOD             USAF
 CQ2910  HISTORY     - 1971     GOOD             NGS
 CQ2910  HISTORY     - 20040131 GOOD             USPSQD
 CQ2910
 CQ2910                          STATION DESCRIPTION
 CQ2910
 CQ2910'DESCRIBED BY US AIR FORCE 1970
 CQ2910'TANK WAS OBSERVED ONLY.
 CQ2910
 CQ2910                          STATION RECOVERY (1971)
 CQ2910
 CQ2910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2910'RUSTON MUNICIPAL WATER TANK IS LOCATED AT THE SOUTHWEST CORNER
 CQ2910'OF THE LOUISIANA NATIONAL GUARD BUILDING IN THE SOUTHEAST ANGLE
 CQ2910'OF MEMORIAL PARK AND EAST GEORGIA AVENUE (U.S. HIGHWAY 80)
 CQ2910'IN RUSTON.
 CQ2910'
 CQ2910'IT IS A RED AND WHITE CHECKERED ELEVATED TANK, SUPPORTED BY AN
 CQ2910'EIGHT-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 150 FEET.
 CQ2910'
 CQ2910'POINT INTERSECTED WAS THE VENT AT THE TOP CENTER.
 CQ2910
 CQ2910                          STATION RECOVERY (2004)
 CQ2910
 CQ2910'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CQ2910'WATER TOWER PAINTED WHITE WITH CITY NAME RUSTON PAINTED ON SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2916 ***********************************************************************
 CQ2916  DESIGNATION -  RUSTON N MUN TANK
 CQ2916  PID         -  CQ2916
 CQ2916  STATE/COUNTY-  LA/LINCOLN
 CQ2916  USGS QUAD   -  RUSTON WEST (1994)
 CQ2916
 CQ2916                         *CURRENT SURVEY CONTROL
 CQ2916  ___________________________________________________________________
 CQ2916* NAD 83(1992)-  32 33 26.15578(N)    092 38 28.02405(W)     ADJUSTED  
 CQ2916* NAVD 88     -                                                        
 CQ2916  ___________________________________________________________________
 CQ2916  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CQ2916  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ2916
 CQ2916  HORZ ORDER  -  THIRD
 CQ2916
 CQ2916.The horizontal coordinates were established by classical geodetic methods
 CQ2916.and adjusted by the National Geodetic Survey in January 1993..
 CQ2916
 CQ2916
 CQ2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2916
 CQ2916.The geoid height was determined by GEOID03.
 CQ2916
 CQ2916;                    North         East     Units Scale Factor Converg.
 CQ2916;SPC LA N     -   228,113.369   986,746.928   MT  0.99997688   -0 04 28.6
 CQ2916;SPC LA N     -   748,401.94  3,237,352.21   sFT  0.99997688   -0 04 28.6
 CQ2916;UTM  15      - 3,602,263.877   533,691.809   MT  0.99961400   +0 11 35.3
 CQ2916
 CQ2916                          SUPERSEDED SURVEY CONTROL
 CQ2916
 CQ2916  NAD 83(1986)-  32 33 26.16899(N)    092 38 28.01512(W) AD(       ) 4
 CQ2916  NAD 27      -  32 33 25.63159(N)    092 38 27.48047(W) AD(       ) 3
 CQ2916
 CQ2916.Superseded values are not recommended for survey control.
 CQ2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2916.See file dsdata.txt to determine how the superseded data were derived.
 CQ2916
 CQ2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3369202264(NAD 83)
 CQ2916_MARKER: 53 = ELEVATED TANK
 CQ2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2916+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2004
 CQ2916
 CQ2916  HISTORY     - Date     Condition        Report By
 CQ2916  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2916  HISTORY     - 20040131 GOOD             USPSQD
 CQ2916
 CQ2916                          STATION DESCRIPTION
 CQ2916
 CQ2916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2916'RUSTON NORTH MUNICIPAL WATER TANK IS LOCATED ALONG THE EAST
 CQ2916'SIDE OF U.S. HIGHWAY 167 ABUT 1.2 MILES NORTH OF THE JUNCTION
 CQ2916'OF U.S. HIGHWAY 167 AND INTERSTATE HIGHWAY 20.
 CQ2916'
 CQ2916'IT IS AN ELEVATED TANK SUPPORTED BY SEVEN TUBULAR STEEL LEGS,
 CQ2916'PAINTED BLUE WITH THE LETTERS RUSTON PAINTED ON ITS EAST AND
 CQ2916'WEST SIDE AND HAS AN OVERALL HEIGHT OF 160 FEET.
 CQ2916
 CQ2916                          STATION RECOVERY (2004)
 CQ2916
 CQ2916'RECOVERY NOTE BY US POWER SQUADRON 2004 (TS)
 CQ2916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2915 ***********************************************************************
 CQ2915  DESIGNATION -  RUSTON NEW MUNICIPAL TANK
 CQ2915  PID         -  CQ2915
 CQ2915  STATE/COUNTY-  LA/LINCOLN
 CQ2915  USGS QUAD   -  RUSTON WEST (1994)
 CQ2915
 CQ2915                         *CURRENT SURVEY CONTROL
 CQ2915  ___________________________________________________________________
 CQ2915* NAD 83(1992)-  32 31 48.16671(N)    092 37 57.82651(W)     ADJUSTED  
 CQ2915* NAVD 88     -                                                        
 CQ2915  ___________________________________________________________________
 CQ2915  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CQ2915  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ2915
 CQ2915  HORZ ORDER  -  THIRD
 CQ2915
 CQ2915.The horizontal coordinates were established by classical geodetic methods
 CQ2915.and adjusted by the National Geodetic Survey in January 1993..
 CQ2915
 CQ2915
 CQ2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2915
 CQ2915.The geoid height was determined by GEOID03.
 CQ2915
 CQ2915;                    North         East     Units Scale Factor Converg.
 CQ2915;SPC LA N     -   225,093.945   987,531.009   MT  0.99997170   -0 04 12.6
 CQ2915;SPC LA N     -   738,495.72  3,239,924.65   sFT  0.99997170   -0 04 12.6
 CQ2915;UTM  15      - 3,599,249.235   534,489.702   MT  0.99961467   +0 11 51.0
 CQ2915
 CQ2915                          SUPERSEDED SURVEY CONTROL
 CQ2915
 CQ2915  NAD 83(1986)-  32 31 48.17992(N)    092 37 57.81748(W) AD(       ) 4
 CQ2915  NAD 27      -  32 31 47.63906(N)    092 37 57.28296(W) AD(       ) 3
 CQ2915
 CQ2915.Superseded values are not recommended for survey control.
 CQ2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2915.See file dsdata.txt to determine how the superseded data were derived.
 CQ2915
 CQ2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3449099249(NAD 83)
 CQ2915_MARKER: 51 = TANK
 CQ2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2915+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2004
 CQ2915
 CQ2915  HISTORY     - Date     Condition        Report By
 CQ2915  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2915  HISTORY     - 20040131 GOOD             USPSQD
 CQ2915
 CQ2915                          STATION DESCRIPTION
 CQ2915
 CQ2915'DESCRIBED BY US POWER SQUADRON 2004 (TJ)
 CQ2915'WATER TOWER PAINTED WHITE WITH CITY NAME RUSTON PAINTED ON SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2918 ***********************************************************************
 CQ2918  DESIGNATION -  RUSTON RAD STA KRUS MAST
 CQ2918  PID         -  CQ2918
 CQ2918  STATE/COUNTY-  LA/LINCOLN
 CQ2918  USGS QUAD   -  RUSTON WEST (1994)
 CQ2918
 CQ2918                         *CURRENT SURVEY CONTROL
 CQ2918  ___________________________________________________________________
 CQ2918* NAD 83(1992)-  32 30 48.65165(N)    092 39 56.19234(W)     ADJUSTED  
 CQ2918* NAVD 88     -                                                        
 CQ2918  ___________________________________________________________________
 CQ2918  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CQ2918  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2918
 CQ2918  HORZ ORDER  -  THIRD
 CQ2918
 CQ2918.The horizontal coordinates were established by classical geodetic methods
 CQ2918.and adjusted by the National Geodetic Survey in January 1993..
 CQ2918
 CQ2918
 CQ2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2918
 CQ2918.The geoid height was determined by GEOID03.
 CQ2918
 CQ2918;                    North         East     Units Scale Factor Converg.
 CQ2918;SPC LA N     -   223,264.925   984,439.426   MT  0.99996866   -0 05 15.2
 CQ2918;SPC LA N     -   732,495.01  3,229,781.68   sFT  0.99996866   -0 05 15.2
 CQ2918;UTM  15      - 3,597,406.460   531,407.792   MT  0.99961216   +0 10 47.1
 CQ2918
 CQ2918                          SUPERSEDED SURVEY CONTROL
 CQ2918
 CQ2918  NAD 83(1986)-  32 30 48.66482(N)    092 39 56.18337(W) AD(       ) 4
 CQ2918  NAD 27      -  32 30 48.12369(N)    092 39 55.64420(W) AD(       ) 3
 CQ2918
 CQ2918.Superseded values are not recommended for survey control.
 CQ2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2918.See file dsdata.txt to determine how the superseded data were derived.
 CQ2918
 CQ2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3140897406(NAD 83)
 CQ2918_MARKER: 42 = RADIO/TV MAST
 CQ2918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2918+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2004
 CQ2918
 CQ2918  HISTORY     - Date     Condition        Report By
 CQ2918  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2918  HISTORY     - 20040131 GOOD             USPSQD
 CQ2918
 CQ2918                          STATION DESCRIPTION
 CQ2918
 CQ2918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2918'RUSTON RADIO STATION KRUS MAST IS LOCATED IN THE
 CQ2918'SOUTHWEST PART OF RUSTON.
 CQ2918'
 CQ2918'TO REACH FROM LOUISIANA TECH IN RUSTON, GO WESTERLY ON
 CQ2918'U.S. HIGHWAY 80 FOR 2 MILES TO FOREST LAWN MEMORIAL PARK AND
 CQ2918'THE MAST ON THE RIGHT.
 CQ2918'
 CQ2918'IT IS A TRIANGULAR SHAPED STEEL STRUCTURE, PAINTED ALTERNATELY
 CQ2918'RED AND WHITE AND HAS AN OVERALL HEIGHT OF 150 FEET.
 CQ2918'
 CQ2918'POINT INTERSECTED IS LIGHT AT THE TOP.
 CQ2918
 CQ2918                          STATION RECOVERY (2004)
 CQ2918
 CQ2918'RECOVERY NOTE BY US POWER SQUADRON 2004 (JL)
 CQ2918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2908 ***********************************************************************
 CQ2908  DESIGNATION -  RUSTON SE MUN TANK
 CQ2908  PID         -  CQ2908
 CQ2908  STATE/COUNTY-  LA/LINCOLN
 CQ2908  USGS QUAD   -  RUSTON EAST (1994)
 CQ2908
 CQ2908                         *CURRENT SURVEY CONTROL
 CQ2908  ___________________________________________________________________
 CQ2908* NAD 83(1992)-  32 30 26.65909(N)    092 36 33.70220(W)     ADJUSTED  
 CQ2908* NAVD 88     -                                                        
 CQ2908  ___________________________________________________________________
 CQ2908  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CQ2908  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2908
 CQ2908  HORZ ORDER  -  THIRD
 CQ2908
 CQ2908.The horizontal coordinates were established by classical geodetic methods
 CQ2908.and adjusted by the National Geodetic Survey in January 1993..
 CQ2908
 CQ2908
 CQ2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2908
 CQ2908.The geoid height was determined by GEOID03.
 CQ2908
 CQ2908;                    North         East     Units Scale Factor Converg.
 CQ2908;SPC LA N     -   222,580.775   989,723.717   MT  0.99996756   -0 03 28.2
 CQ2908;SPC LA N     -   730,250.43  3,247,118.56   sFT  0.99996756   -0 03 28.2
 CQ2908;UTM  15      - 3,596,747.224   536,693.349   MT  0.99961660   +0 12 35.8
 CQ2908
 CQ2908                          SUPERSEDED SURVEY CONTROL
 CQ2908
 CQ2908  NAD 83(1986)-  32 30 26.67241(N)    092 36 33.69320(W) AD(       ) 4
 CQ2908  NAD 27      -  32 30 26.13235(N)    092 36 33.16083(W) AD(       ) 3
 CQ2908
 CQ2908.Superseded values are not recommended for survey control.
 CQ2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2908.See file dsdata.txt to determine how the superseded data were derived.
 CQ2908
 CQ2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3669396747(NAD 83)
 CQ2908_MARKER: 53 = ELEVATED TANK
 CQ2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2908+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2004
 CQ2908
 CQ2908  HISTORY     - Date     Condition        Report By
 CQ2908  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2908  HISTORY     - 20040131 GOOD             USPSQD
 CQ2908
 CQ2908                          STATION DESCRIPTION
 CQ2908
 CQ2908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2908'RUSTON SOUTHEAST MUNICIPAL WATER TANK IS LOCATED
 CQ2908'ABOUT 2-1/2 MILES SOUTHEAST OF THE CENTER OF RUSTON.
 CQ2908'
 CQ2908'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 167 AND STATE
 CQ2908'HIGHWAY 146 (VIENNA STREET) IN RUSTON, GO EAST AND SOUTHEASTERLY
 CQ2908'ON HIGHWAY 146 FOR 2.3 MILES TO A PAVED ROAD RIGHT
 CQ2908'(LINCOLN PARISH 12).  TURN RIGHT AND GO
 CQ2908'SOUTH ON LINCOLN PARISH 12 FOR 0.2 MILE TO THE TANK ON THE RIGHT.
 CQ2908'
 CQ2908'IT IS AN ELEVATED ROUND TANK, PAINTED TAN AND SUPPORTED BY A
 CQ2908'FOUR-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 120 FEET.
 CQ2908'
 CQ2908'THE POINT INTERSECTED WAS THE VENT AT THE TOP CENTER.
 CQ2908
 CQ2908                          STATION RECOVERY (2004)
 CQ2908
 CQ2908'RECOVERY NOTE BY US POWER SQUADRON 2004 (JL)
 CQ2908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2919 ***********************************************************************
 CQ2919  DESIGNATION -  RUSTON SEYMORE CABLE TV MAST
 CQ2919  PID         -  CQ2919
 CQ2919  STATE/COUNTY-  LA/LINCOLN
 CQ2919  USGS QUAD   -  RUSTON WEST (1994)
 CQ2919
 CQ2919                         *CURRENT SURVEY CONTROL
 CQ2919  ___________________________________________________________________
 CQ2919* NAD 83(1992)-  32 31 13.79957(N)    092 40 00.26011(W)     ADJUSTED  
 CQ2919* NAVD 88     -                                                        
 CQ2919  ___________________________________________________________________
 CQ2919  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CQ2919  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2919
 CQ2919  HORZ ORDER  -  THIRD
 CQ2919
 CQ2919.The horizontal coordinates were established by classical geodetic methods
 CQ2919.and adjusted by the National Geodetic Survey in January 1993..
 CQ2919
 CQ2919
 CQ2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2919
 CQ2919.The geoid height was determined by GEOID03.
 CQ2919
 CQ2919;                    North         East     Units Scale Factor Converg.
 CQ2919;SPC LA N     -   224,039.730   984,334.449   MT  0.99996994   -0 05 17.4
 CQ2919;SPC LA N     -   735,037.01  3,229,437.27   sFT  0.99996994   -0 05 17.4
 CQ2919;UTM  15      - 3,598,180.490   531,299.240   MT  0.99961208   +0 10 45.0
 CQ2919
 CQ2919                          SUPERSEDED SURVEY CONTROL
 CQ2919
 CQ2919  NAD 83(1986)-  32 31 13.81277(N)    092 40 00.25111(W) AD(       ) 4
 CQ2919  NAD 27      -  32 31 13.27183(N)    092 39 59.71243(W) AD(       ) 3
 CQ2919
 CQ2919.Superseded values are not recommended for survey control.
 CQ2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2919.See file dsdata.txt to determine how the superseded data were derived.
 CQ2919
 CQ2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3129998180(NAD 83)
 CQ2919_MARKER: 42 = RADIO/TV MAST
 CQ2919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2919+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2004
 CQ2919
 CQ2919  HISTORY     - Date     Condition        Report By
 CQ2919  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2919  HISTORY     - 20040131 GOOD             USPSQD
 CQ2919
 CQ2919                          STATION DESCRIPTION
 CQ2919
 CQ2919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2919'RUSTON SEYMORE CABLE TELEVISION MAST IS LOCATED IN THE SOUTHWEST
 CQ2919'PART OF RUSTON, ABOUT 250 FEET NORTH OF THE CYPRESS SPRINGS
 CQ2919'ELEMENTARY SCHOOL.
 CQ2919'
 CQ2919'TO REACH FROM RUSTON, GO WEST ON STATE HIGHWAY 3012 (BARNETT
 CQ2919'SPRING ROAD) TO MAPLE STREET.  TURN LEFT ON MAPLE STREET AND GO
 CQ2919'SOUTHERLY TO BEECH AVENUE.  TURN RIGHT ON BEECH AVENUE AND GO
 CQ2919'WESTERLY TO THE SCHOOL AND THE MAST ON THE RIGHT.
 CQ2919'
 CQ2919'IT IS A TRIANGULAR STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 CQ2919'WHITE AND AN OVERALL HEIGHT OF 300 FEET.
 CQ2919'
 CQ2919'POINT INTERSECTED IS LIGHT AT TOP.
 CQ2919
 CQ2919                          STATION RECOVERY (2004)
 CQ2919
 CQ2919'RECOVERY NOTE BY US POWER SQUADRON 2004 (JL)
 CQ2919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2840 ***********************************************************************
 CQ2840  DESIGNATION -  RUSTON UNITED MICRO KGU 45
 CQ2840  PID         -  CQ2840
 CQ2840  STATE/COUNTY-  LA/JACKSON
 CQ2840  USGS QUAD   -  CLAY (1994)
 CQ2840
 CQ2840                         *CURRENT SURVEY CONTROL
 CQ2840  ___________________________________________________________________
 CQ2840* NAD 83(1992)-  32 25 20.06077(N)    092 39 23.42035(W)     ADJUSTED  
 CQ2840* NAVD 88     -                                                        
 CQ2840  ___________________________________________________________________
 CQ2840  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CQ2840  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ2840
 CQ2840  HORZ ORDER  -  THIRD
 CQ2840
 CQ2840.The horizontal coordinates were established by classical geodetic methods
 CQ2840.and adjusted by the National Geodetic Survey in January 1993..
 CQ2840
 CQ2840
 CQ2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2840
 CQ2840.The geoid height was determined by GEOID03.
 CQ2840
 CQ2840;                    North         East     Units Scale Factor Converg.
 CQ2840;SPC LA N     -   213,142.090   985,280.154   MT  0.99995339   -0 04 57.9
 CQ2840;SPC LA N     -   699,283.67  3,232,539.97   sFT  0.99995339   -0 04 57.9
 CQ2840;UTM  15      - 3,587,291.179   532,295.393   MT  0.99961286   +0 11 03.0
 CQ2840
 CQ2840                          SUPERSEDED SURVEY CONTROL
 CQ2840
 CQ2840  NAD 83(1986)-  32 25 20.07408(N)    092 39 23.41115(W) AD(       ) 4
 CQ2840  NAD 27      -  32 25 19.52544(N)    092 39 22.87011(W) AD(       ) 3
 CQ2840
 CQ2840.Superseded values are not recommended for survey control.
 CQ2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2840.See file dsdata.txt to determine how the superseded data were derived.
 CQ2840
 CQ2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3229587291(NAD 83)
 CQ2840_MARKER: 45 = MICROWAVE TOWER
 CQ2840
 CQ2840  HISTORY     - Date     Condition        Report By
 CQ2840  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2840
 CQ2840                          STATION DESCRIPTION
 CQ2840
 CQ2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2840'RUSTON UNITED GAS PIPELINE COMPANY MICROWAVE TOWER IS LOCATED
 CQ2840'1-1/2 MILES SOUTHEAST OF CLAY.  IT IS A TRIANGULAR SHAPED STEEL
 CQ2840'STRUCTURE, PAINTED ALTERNATELY RED AND WHITE, HAS TWO OCTAGONAL
 CQ2840'SHAPED DISKS NEAR THE TOP AND THE OVERALL HEIGHT IS 165 FEET.
 CQ2840'
 CQ2840'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 167 AND STATE
 CQ2840'HIGHWAY 148 IN CLAY, GO SOUTHEAST ON HIGHWAY 148 FOR 1.5 MILE TO
 CQ2840'THE TOWER ON THE RIGHT.
 CQ2840'
 CQ2840'THE POINT INTERSECTED IS THE TOP CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0787 ***********************************************************************
 AV0787  DESIGNATION -  RUTHERFORD
 AV0787  PID         -  AV0787
 AV0787  STATE/COUNTY-  LA/CAMERON
 AV0787  USGS QUAD   -  GRAND BAYOU (1982)
 AV0787
 AV0787                         *CURRENT SURVEY CONTROL
 AV0787  ___________________________________________________________________
 AV0787* NAD 83(1992)-  29 45 54.37335(N)    093 07 57.72408(W)     ADJUSTED  
 AV0787* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AV0787  **This station is located in a subsidence area (see below).
 AV0787  ___________________________________________________________________
 AV0787  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AV0787  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AV0787
 AV0787  HORZ ORDER  -  SECOND
 AV0787
 AV0787.The horizontal coordinates were established by classical geodetic methods
 AV0787.and adjusted by the National Geodetic Survey in January 1993..
 AV0787
 AV0787 ** The orthometric height has not been validated since last determined
 AV0787 ** by differential leveling and should not be used for control purposes.
 AV0787 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0787 ** area with valid NAVD 88 orthometric heights.
 AV0787 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0787 ** epoch indicated which incorporates improved geoid heights for the
 AV0787 ** Southern Louisiana Subsidence area.
 AV0787 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0787
 AV0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0787
 AV0787.The geoid height was determined by GEOID03.
 AV0787
 AV0787;                    North         East     Units Scale Factor Converg.
 AV0787;SPC LA S     -   141,596.109   825,996.890   MT  0.99993416   -0 53 58.9
 AV0787;SPC LA S     -   464,553.23  2,709,958.13   sFT  0.99993416   -0 53 58.9
 AV0787;UTM  15      - 3,292,764.780   487,171.243   MT  0.99960203   -0 03 57.2
 AV0787
 AV0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0787!SPC LA S     -   1.00000404  x   0.99993416  =   0.99993820
 AV0787!UTM  15      -   1.00000404  x   0.99960203  =   0.99960607
 AV0787
 AV0787:                Primary Azimuth Mark                     Grid Az
 AV0787:SPC LA S     -  CREOLE CAMERON TELE MICRO MAST           017 07 49.9
 AV0787:UTM  15      -  CREOLE CAMERON TELE MICRO MAST           016 17 48.2
 AV0787
 AV0787|---------------------------------------------------------------------|
 AV0787| PID    Reference Object                     Distance      Geod. Az  |
 AV0787|                                                           dddmmss.s |
 AV0787| AV0780 CREOLE CAMERON TELE MICRO MAST      APPROX. 7.9 KM 0161351.0 |
 AV0787| CV9358 RUTHERFORD RM 1                      16.574 METERS 08734     |
 AV0787| CV9359 RUTHERFORD RM 2                      18.079 METERS 18203     |
 AV0787| AV0791 SELLS                               APPROX. 6.1 KM 2914654.2 |
 AV0787|---------------------------------------------------------------------|
 AV0787
 AV0787                          SUPERSEDED SURVEY CONTROL
 AV0787
 AV0787  NAD 83(1986)-  29 45 54.39847(N)    093 07 57.70586(W) AD(       ) 2
 AV0787  NAD 27      -  29 45 53.59690(N)    093 07 57.16500(W) AD(       ) 2
 AV0787  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 AV0787
 AV0787.Superseded values are not recommended for survey control.
 AV0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0787.See file dsdata.txt to determine how the superseded data were derived.
 AV0787
 AV0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8717192765(NAD 83)
 AV0787_MARKER: DS = TRIANGULATION STATION DISK
 AV0787_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AV0787+WITH SETTING: INFORMATION.
 AV0787_SP_SET: PREFABRICATED CONCRETE POST
 AV0787
 AV0787  HISTORY     - Date     Condition        Report By
 AV0787  HISTORY     - 1963     MONUMENTED       CGS
 AV0787
 AV0787                          STATION DESCRIPTION
 AV0787
 AV0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0787'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF
 AV0787'CREOLE, ABOUT 2.0 MILES SOUTHWEST OF OAK GROVE, 1.5 MILES
 AV0787'WEST-NORTHWEST OF THE MOUTH OF THE MERMENTAU RIVER AND 0.5
 AV0787'MILE NORTH OF THE GULF IN THE NORTHWEST CORNER OF SECTION
 AV0787'7, ON PROPERTY OWNED BY RUTHERFORD HEIRS.
 AV0787'
 AV0787'TO REACH THE STATION FROM THE POST OFFICE IN CAMERON, GO EAST
 AV0787'ON STATE HIGHWAYS 27 AND 82 FOR 5.5 MILES TO A SHELL ROAD
 AV0787'RIGHT WHERE THE HIGHWAY CURVES LEFT, BEAR RIGHT ON SHELL
 AV0787'ROAD FOR 0.75 MILE TO A CHURCH ON THE LEFT, CONTINUE EAST
 AV0787'AND SOUTH ON SHELL ROAD FOR 0.75 MILE TO A REVERSE Y-INTERSECTION
 AV0787'(RADIO TOWER ON RIGHT), TURN LEFT AND GO 1.5 MILES TO STATION
 AV0787'SELLS 1955 ON THE RIGHT, CONTINUE EAST FOR 2.4 MILES TO A
 AV0787'SCHOOL ON THE LEFT, CONTINUE EAST FOR 0.7 MILE TO A NEW
 AV0787'CANAL ON RIGHT.  THIS IS THE END OF TRUCK TRAVEL, LAUNCH
 AV0787'BOAT IN CANAL AND GO SOUTH IN CANAL FOR ABOUT 1.0 MILE TO A
 AV0787'90 DEGREE LEFT TURN IN THE DIKE AND CANAL.  THIS IS END OF
 AV0787'BOAT TRAVEL.  FROM HERE PACK SOUTH ACROSS A MARSH FOR ABOUT
 AV0787'0.3 MILE TO A FENCE CORNER AND STATION AS DESCRIBED.
 AV0787'
 AV0787'STATION MARK, IS A STANDARD DISK CRIMPED TO A 5/8 INCH COPPER
 AV0787'ROD AND IS STAMPED RUTHERFORD 1963, AND PROJECTS ABOUT
 AV0787'3 INCHES.  THE MARK IS 4.6 FEET SOUTH OF AN EAST AND WEST
 AV0787'FENCE LINE, 5.5 FEET EAST OF A NORTH AND SOUTH FENCE LINE
 AV0787'AND 6.6 FEET SOUTHEAST OF THE FENCE CORNER.
 AV0787'
 AV0787'REFERENCE MARK 1, IS A STANDARD DISK STAMPED RUTHERFORD NO
 AV0787'1 1963, IS CRIMPED TO A 5/8 INCH COPPER ROD AND PROJECTS
 AV0787'ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS 1.4 FEET SOUTH
 AV0787'OF A EAST AND WEST FENCE LINE AND 60 FEET EAST OF THE FENCE
 AV0787'CORNER.
 AV0787'
 AV0787'REFERENCE MARK 2, IS A STANDARD DISK STAMPED RUTHERFORD NO
 AV0787'2 1963, IS CRIMPED TO A 5/8 INCH COPPER ROD AND PROJECTS
 AV0787'ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS 2.7 FEET EAST
 AV0787'OF A NORTH AND SOUTH FENCE LINE AND 64 FEET SOUTH OF THE
 AV0787'FENCE CORNER.
 AV0787'
 AV0787'HEIGHT OF LIGHT ABOVE STATION MARK 2.66 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2808 ***********************************************************************
 CQ2808  DESIGNATION -  RUTLEDGE
 CQ2808  PID         -  CQ2808
 CQ2808  STATE/COUNTY-  LA/OUACHITA
 CQ2808  USGS QUAD   -  CADEVILLE (1982)
 CQ2808
 CQ2808                         *CURRENT SURVEY CONTROL
 CQ2808  ___________________________________________________________________
 CQ2808* NAD 83(1992)-  32 24 23.83785(N)    092 19 14.85586(W)     ADJUSTED  
 CQ2808* NAVD 88     -        61.0    (meters)     200.     (feet)  VERTCON   
 CQ2808  ___________________________________________________________________
 CQ2808  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CQ2808  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ2808
 CQ2808  HORZ ORDER  -  FIRST
 CQ2808
 CQ2808.The horizontal coordinates were established by classical geodetic methods
 CQ2808.and adjusted by the National Geodetic Survey in January 1993..
 CQ2808
 CQ2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2808
 CQ2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2808
 CQ2808.The geoid height was determined by GEOID03.
 CQ2808
 CQ2808;                    North         East     Units Scale Factor Converg.
 CQ2808;SPC LA N     -   211,413.596 1,016,857.812   MT  0.99995104   +0 05 41.1
 CQ2808;SPC LA N     -   693,612.77  3,336,141.00   sFT  0.99995104   +0 05 41.1
 CQ2808;UTM  15      - 3,585,710.974   563,870.601   MT  0.99965030   +0 21 50.5
 CQ2808
 CQ2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2808!SPC LA N     -   0.99999448  x   0.99995104  =   0.99994552
 CQ2808!UTM  15      -   0.99999448  x   0.99965030  =   0.99964478
 CQ2808
 CQ2808:                Primary Azimuth Mark                     Grid Az
 CQ2808:SPC LA N     -  RUTLEDGE AZ MK                           180 57 54.5
 CQ2808:UTM  15      -  RUTLEDGE AZ MK                           180 41 45.1
 CQ2808
 CQ2808|---------------------------------------------------------------------|
 CQ2808| PID    Reference Object                     Distance      Geod. Az  |
 CQ2808|                                                           dddmmss.s |
 CQ2808| CY4659 RUTLEDGE AZ MK                                     1810335.6 |
 CQ2808| CY4660 RUTLEDGE RM 1                        26.970 METERS 20054     |
 CQ2808| CQ2825 EROS MUN TANK                       APPROX. 9.5 KM 2614230.4 |
 CQ2808| CY4661 RUTLEDGE RM 2                        26.630 METERS 34451     |
 CQ2808|---------------------------------------------------------------------|
 CQ2808
 CQ2808                          SUPERSEDED SURVEY CONTROL
 CQ2808
 CQ2808  NAD 83(1986)-  32 24 23.85130(N)    092 19 14.84747(W) AD(       ) 1
 CQ2808  NAD 27      -  32 24 23.31390(N)    092 19 14.34116(W) AD(       ) 1
 CQ2808  NGVD 29 (07/19/86)   61.0    (m)          200.     (f) VERT ANG       
 CQ2808
 CQ2808.Superseded values are not recommended for survey control.
 CQ2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2808.See file dsdata.txt to determine how the superseded data were derived.
 CQ2808
 CQ2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6387185711(NAD 83)
 CQ2808_MARKER: DS = TRIANGULATION STATION DISK
 CQ2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2808_STAMPING: RUTLEDGE 1971
 CQ2808_MARK LOGO: CGS   
 CQ2808_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2808+STABILITY: SURFACE MOTION
 CQ2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2808+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 CQ2808
 CQ2808  HISTORY     - Date     Condition        Report By
 CQ2808  HISTORY     - 1971     MONUMENTED       NGS
 CQ2808  HISTORY     - 19900618 GOOD             LADTD
 CQ2808  HISTORY     - 20050704 GOOD             GEOCAC
 CQ2808
 CQ2808                          STATION DESCRIPTION
 CQ2808
 CQ2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2808'THE STATION IS LOCATED ABOUT 12-1/4 MILES SOUTHWEST OF THE
 CQ2808'INTERSECTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 34 IN
 CQ2808'WEST MONROE, 6-1/4 MILES EAST-NORTHEAST OF EROS AND 2 MILES
 CQ2808'SOUTHEAST OF CADEVILLE, IN PASTURE LAND OWNED BY
 CQ2808'MR. R.J. RUTLEDGE, ROUTE 2 BOX 179 WEST MONROE, LOUISIANA 71201.
 CQ2808'
 CQ2808'TO REACH THE STATION FROM THE TOP OF THE OVERPASS AT THE
 CQ2808'INTERSECTION OF INTERSTATE 20 AND STATE HIGHWAY 34 IN WEST
 CQ2808'MONROE, GO SOUTH ON HIGHWAY 34 FOR 9.75 MILES TO THE JUNCTION
 CQ2808'OF STATE HIGHWAY 3033 ON THE RIGHT.  CONTINUE SOUTH AND WEST ON
 CQ2808'HIGHWAY 34 FOR 5.35 MILES TO OKALOOSA SCHOOL ROAD ON THE
 CQ2808'LEFT.  TURN LEFT AND GO SOUTH ON OKALOOSA SCHOOL ROAD FOR 0.1
 CQ2808'MILE TO THE STATION ON THE LEFT, ACROSS THE FENCE AND IN
 CQ2808'PASTURE.  CONTINUE SOUTH FOR 0.25 MILE TO A GATE ON THE
 CQ2808'LEFT.  PASS THROUGHT THE GATE, THEN SOUTH AGAIN FOR 0.05 MILE
 CQ2808'TO CORRAL AND THE AZIMUTH MARK.
 CQ2808'
 CQ2808'STATION MARKS ARE STANDARD DISKS STAMPED RUTLEDGE 1971.  THE
 CQ2808'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2808'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 117.5
 CQ2808'FEET SOUTH-SOUTHEAST OF A 26-INCH PINE TREE, 58 FEET EAST OF THE
 CQ2808'CENTER OF THE ROAD, 30 FEET EAST-NORTHEAST OF A METAL WITNESS
 CQ2808'POST AND 27.5 FEET EAST OF THE FENCE.
 CQ2808'
 CQ2808'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RUTLEDGE NO 1 1971,
 CQ2808'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2808'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 74 FEET SOUTH OF A
 CQ2808'METAL WITNESS POST, 30 FEET EAST OF THE CENTER OF THE ROAD AND 1
 CQ2808'FOOT EAST OF THE FENCE.
 CQ2808'
 CQ2808'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RUTLEDGE NO 2 1971,
 CQ2808'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2808'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 32 FEET SOUTH OF
 CQ2808'THE 26-INCH PINE TREE, 30 FEET EAST OF THE CENTER OF THE ROAD AND
 CQ2808'1 FOOT EAST OF THE FENCE.
 CQ2808'
 CQ2808'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RUTLEDGE 1971, SET IN
 CQ2808'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2808'WITH THE SURFACE OF THE GROUND.  IT IS 79 FEET WEST OF THE EAST
 CQ2808'END OF THE CORRAL, 25 FEET EAST OF A WIRE FENCE, 4 FEET EAST OF
 CQ2808'A METAL WITNESS POST AND 1 FOOT NORTH OF THE NORTH CORRAL WALL.
 CQ2808'
 CQ2808'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 CQ2808
 CQ2808                          STATION RECOVERY (1990)
 CQ2808
 CQ2808'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 CQ2808'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHWEST OF MONROE, 6 MI
 CQ2808'(9.7 KM) EAST-NORTHEAST ON EROS AND 2 MI (3.2 KM) SOUTHEAST OF
 CQ2808'CADEVILLE.  OWNERSHIP--MR.  R J RUTLEDGE, ROUTE 2 BOX 179, WEST
 CQ2808'MONROE, LOUISIANA 71201. TO REACH THE STATION FROM THE POST OFFICE IN
 CQ2808'EROS, GO EAST FOR 5.9 MI (9.5 KM) ON STATE HIGHWAY 34 TO THE JUNCTION
 CQ2808'WITH OKALOOSA SCHOOL ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR
 CQ2808'0.1 MI (0.2 KM) ON OKALOOSA SCHOOL ROAD TO THE STATION ON THE LEFT,
 CQ2808'ACROSS THE FENCE IN A PASTURE, 117.5 FT (35.8 M) SOUTH-SOUTHEAST FROM
 CQ2808'A 30-INCH PINE TREE, 58.0 FT (17.7 M) EAST FROM THE CENTER OF THE
 CQ2808'ROAD, 30.0 FT (9.1 M) EAST-NORTHEAST FROM A METAL WITNESS POST WITH
 CQ2808'SIGN ATTACHED AND 27.5 FT (8.4 M) EAST FROM A FENCE.  THE MARK IS
 CQ2808'FLUSH WITH THE GROUND AND ABOUT 6 FT (1.8 M) ABOVE THE LEVEL OF THE
 CQ2808'HIGHWAY.
 CQ2808
 CQ2808                          STATION RECOVERY (2005)
 CQ2808
 CQ2808'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ2808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1504 ***********************************************************************
 BX1504  DESIGNATION -  RV 133 16 LARR
 BX1504  PID         -  BX1504
 BX1504  STATE/COUNTY-  LA/WINN
 BX1504  USGS QUAD   -  CALVIN (1983)
 BX1504
 BX1504                         *CURRENT SURVEY CONTROL
 BX1504  ___________________________________________________________________
 BX1504* NAD 83(1986)-  31 58 53.     (N)    092 51 38.     (W)     SCALED    
 BX1504* NAVD 88     -        44.87   (+/-2cm)     147.2    (feet)  VERTCON   
 BX1504  ___________________________________________________________________
 BX1504  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1504
 BX1504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1504
 BX1504.The horizontal coordinates were scaled from a topographic map and have
 BX1504.an estimated accuracy of +/- 6 seconds.
 BX1504
 BX1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1504.The vertical order pertains to the NGVD 29 superseded value.
 BX1504
 BX1504.The geoid height was determined by GEOID03.
 BX1504
 BX1504;                    North         East    Units  Estimated Accuracy
 BX1504;SPC LA N     -   164,310.      965,930.      MT  (+/- 180 meters Scaled)
 BX1504
 BX1504                          SUPERSEDED SURVEY CONTROL
 BX1504
 BX1504  NGVD 29 (??/??/??)   44.908  (m)          147.34   (f) ADJUSTED    2 0
 BX1504
 BX1504.Superseded values are not recommended for survey control.
 BX1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1504.See file dsdata.txt to determine how the superseded data were derived.
 BX1504
 BX1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR131383(NAD 83)
 BX1504_MARKER: R = RIVET
 BX1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1504+STABILITY: SURFACE MOTION
 BX1504
 BX1504  HISTORY     - Date     Condition        Report By
 BX1504  HISTORY     - UNK      MONUMENTED       LARR
 BX1504  HISTORY     - 1934     GOOD             CGS
 BX1504
 BX1504                          STATION DESCRIPTION
 BX1504
 BX1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1504'5.5 MI NW FROM CALVIN.
 BX1504'ABOUT 5.5 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 BX1504'FROM THE STATION AT CALVIN, WINN PARISH, ABOUT 16 POLES SOUTHEAST OF
 BX1504'MILEPOST 133, AND BETWEEN THE TRACK AND THE NORTHEAST EDGE OF THE
 BX1504'RIGHT-OF-WAY.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 BX1504'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1503 ***********************************************************************
 BX1503  DESIGNATION -  RV 133 LARR
 BX1503  PID         -  BX1503
 BX1503  STATE/COUNTY-  LA/WINN
 BX1503  USGS QUAD   -  CALVIN (1983)
 BX1503
 BX1503                         *CURRENT SURVEY CONTROL
 BX1503  ___________________________________________________________________
 BX1503* NAD 83(1986)-  31 59 07.     (N)    092 52 05.     (W)     SCALED    
 BX1503* NAVD 88     -        41.52   (+/-2cm)     136.2    (feet)  VERTCON   
 BX1503  ___________________________________________________________________
 BX1503  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1503
 BX1503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1503
 BX1503.The horizontal coordinates were scaled from a topographic map and have
 BX1503.an estimated accuracy of +/- 6 seconds.
 BX1503
 BX1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1503.The vertical order pertains to the NGVD 29 superseded value.
 BX1503
 BX1503.The geoid height was determined by GEOID03.
 BX1503
 BX1503;                    North         East    Units  Estimated Accuracy
 BX1503;SPC LA N     -   164,740.      965,220.      MT  (+/- 180 meters Scaled)
 BX1503
 BX1503                          SUPERSEDED SURVEY CONTROL
 BX1503
 BX1503  NGVD 29 (??/??/??)   41.561  (m)          136.35   (f) ADJUSTED    2 0
 BX1503
 BX1503.Superseded values are not recommended for survey control.
 BX1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1503.See file dsdata.txt to determine how the superseded data were derived.
 BX1503
 BX1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR124388(NAD 83)
 BX1503_MARKER: R = RIVET
 BX1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1503+STABILITY: SURFACE MOTION
 BX1503
 BX1503  HISTORY     - Date     Condition        Report By
 BX1503  HISTORY     - UNK      MONUMENTED       LARR
 BX1503  HISTORY     - 1934     GOOD             CGS
 BX1503
 BX1503                          STATION DESCRIPTION
 BX1503
 BX1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1503'6.0 MI NW FROM CALVIN.
 BX1503'ABOUT 6.0 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 BX1503'FROM THE STATION AT CALVIN, WINN PARISH, AT MILEPOST 133, AND BETWEEN
 BX1503'THE TRACK AND THE SOUTHWEST EDGE OF THE RIGHT-OF-WAY.  A STANDARD
 BX1503'MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1506 ***********************************************************************
 BX1506  DESIGNATION -  RV 134 15 LARR
 BX1506  PID         -  BX1506
 BX1506  STATE/COUNTY-  LA/WINN
 BX1506  USGS QUAD   -  CALVIN (1983)
 BX1506
 BX1506                         *CURRENT SURVEY CONTROL
 BX1506  ___________________________________________________________________
 BX1506* NAD 83(1986)-  31 58 20.     (N)    092 50 52.     (W)     SCALED    
 BX1506* NAVD 88     -        49.93   (+/-2cm)     163.8    (feet)  VERTCON   
 BX1506  ___________________________________________________________________
 BX1506  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1506
 BX1506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1506
 BX1506.The horizontal coordinates were scaled from a topographic map and have
 BX1506.an estimated accuracy of +/- 6 seconds.
 BX1506
 BX1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1506.The vertical order pertains to the NGVD 29 superseded value.
 BX1506
 BX1506.The geoid height was determined by GEOID03.
 BX1506
 BX1506;                    North         East    Units  Estimated Accuracy
 BX1506;SPC LA N     -   163,290.      967,130.      MT  (+/- 180 meters Scaled)
 BX1506
 BX1506                          SUPERSEDED SURVEY CONTROL
 BX1506
 BX1506  NGVD 29 (??/??/??)   49.964  (m)          163.92   (f) ADJUSTED    2 0
 BX1506
 BX1506.Superseded values are not recommended for survey control.
 BX1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1506.See file dsdata.txt to determine how the superseded data were derived.
 BX1506
 BX1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR143373(NAD 83)
 BX1506_MARKER: R = RIVET
 BX1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1506+STABILITY: SURFACE MOTION
 BX1506
 BX1506  HISTORY     - Date     Condition        Report By
 BX1506  HISTORY     - UNK      MONUMENTED       LARR
 BX1506  HISTORY     - 1934     GOOD             CGS
 BX1506
 BX1506                          STATION DESCRIPTION
 BX1506
 BX1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1506'4.5 MI W FROM CALVIN.
 BX1506'ABOUT 4.5 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1506'STATION AT CALVIN, WINN PARISH, ABOUT 15 POLES EAST OF MILEPOST 134,
 BX1506'AND BETWEEN THE TRACK AND THE NORTH EDGE OF THE RIGHT-OF-WAY.  A
 BX1506'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1508 ***********************************************************************
 BX1508  DESIGNATION -  RV 135 15 LARR
 BX1508  PID         -  BX1508
 BX1508  STATE/COUNTY-  LA/WINN
 BX1508  USGS QUAD   -  CALVIN (1983)
 BX1508
 BX1508                         *CURRENT SURVEY CONTROL
 BX1508  ___________________________________________________________________
 BX1508* NAD 83(1986)-  31 58 01.     (N)    092 50 04.     (W)     SCALED    
 BX1508* NAVD 88     -        47.32   (+/-2cm)     155.2    (feet)  VERTCON   
 BX1508  ___________________________________________________________________
 BX1508  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1508
 BX1508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1508
 BX1508.The horizontal coordinates were scaled from a topographic map and have
 BX1508.an estimated accuracy of +/- 6 seconds.
 BX1508
 BX1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1508.The vertical order pertains to the NGVD 29 superseded value.
 BX1508
 BX1508.The geoid height was determined by GEOID03.
 BX1508
 BX1508;                    North         East    Units  Estimated Accuracy
 BX1508;SPC LA N     -   162,700.      968,390.      MT  (+/- 180 meters Scaled)
 BX1508
 BX1508                          SUPERSEDED SURVEY CONTROL
 BX1508
 BX1508  NGVD 29 (??/??/??)   47.358  (m)          155.37   (f) ADJUSTED    2 0
 BX1508
 BX1508.Superseded values are not recommended for survey control.
 BX1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1508.See file dsdata.txt to determine how the superseded data were derived.
 BX1508
 BX1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR156367(NAD 83)
 BX1508_MARKER: R = RIVET
 BX1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1508+STABILITY: SURFACE MOTION
 BX1508
 BX1508  HISTORY     - Date     Condition        Report By
 BX1508  HISTORY     - UNK      MONUMENTED       LARR
 BX1508  HISTORY     - 1934     GOOD             CGS
 BX1508
 BX1508                          STATION DESCRIPTION
 BX1508
 BX1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1508'3.6 MI W FROM CALVIN.
 BX1508'ABOUT 3.6 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1508'STATION AT CALVIN, WINN PARISH, ABOUT 15 POLES SOUTHEAST OF MILEPOST
 BX1508'135, AND BETWEEN THE TRACK AND THE SOUTHWEST EDGE OF THE RIGHT-OF-WAY.
 BX1508'A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1507 ***********************************************************************
 BX1507  DESIGNATION -  RV 135 LARR
 BX1507  PID         -  BX1507
 BX1507  STATE/COUNTY-  LA/WINN
 BX1507  USGS QUAD   -  CALVIN (1983)
 BX1507
 BX1507                         *CURRENT SURVEY CONTROL
 BX1507  ___________________________________________________________________
 BX1507* NAD 83(1986)-  31 58 07.     (N)    092 50 28.     (W)     SCALED    
 BX1507* NAVD 88     -        46.09   (+/-2cm)     151.2    (feet)  VERTCON   
 BX1507  ___________________________________________________________________
 BX1507  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1507
 BX1507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1507
 BX1507.The horizontal coordinates were scaled from a topographic map and have
 BX1507.an estimated accuracy of +/- 6 seconds.
 BX1507
 BX1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1507.The vertical order pertains to the NGVD 29 superseded value.
 BX1507
 BX1507.The geoid height was determined by GEOID03.
 BX1507
 BX1507;                    North         East    Units  Estimated Accuracy
 BX1507;SPC LA N     -   162,880.      967,760.      MT  (+/- 180 meters Scaled)
 BX1507
 BX1507                          SUPERSEDED SURVEY CONTROL
 BX1507
 BX1507  NGVD 29 (??/??/??)   46.122  (m)          151.32   (f) ADJUSTED    2 0
 BX1507
 BX1507.Superseded values are not recommended for survey control.
 BX1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1507.See file dsdata.txt to determine how the superseded data were derived.
 BX1507
 BX1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR150369(NAD 83)
 BX1507_MARKER: R = RIVET
 BX1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1507+STABILITY: SURFACE MOTION
 BX1507
 BX1507  HISTORY     - Date     Condition        Report By
 BX1507  HISTORY     - UNK      MONUMENTED       LARR
 BX1507  HISTORY     - 1934     GOOD             CGS
 BX1507
 BX1507                          STATION DESCRIPTION
 BX1507
 BX1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1507'4.0 MI W FROM CALVIN.
 BX1507'ABOUT 4.0 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1507'STATION AT CALVIN, WINN PARISH, AT MILEPOST 135, AND BETWEEN THE TRACK
 BX1507'AND THE NORTH EDGE OF THE RIGHT-OF-WAY.  A STANDARD MONEL-METAL RIVET,
 BX1507'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1512 ***********************************************************************
 BX1512  DESIGNATION -  RV 137 16 LARR
 BX1512  PID         -  BX1512
 BX1512  STATE/COUNTY-  LA/WINN
 BX1512  USGS QUAD   -  CALVIN (1983)
 BX1512
 BX1512                         *CURRENT SURVEY CONTROL
 BX1512  ___________________________________________________________________
 BX1512* NAD 83(1986)-  31 58 04.     (N)    092 47 59.     (W)     SCALED    
 BX1512* NAVD 88     -        57.04   (+/-2cm)     187.1    (feet)  VERTCON   
 BX1512  ___________________________________________________________________
 BX1512  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1512
 BX1512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1512
 BX1512.The horizontal coordinates were scaled from a topographic map and have
 BX1512.an estimated accuracy of +/- 6 seconds.
 BX1512
 BX1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1512.The vertical order pertains to the NGVD 29 superseded value.
 BX1512
 BX1512.The geoid height was determined by GEOID03.
 BX1512
 BX1512;                    North         East    Units  Estimated Accuracy
 BX1512;SPC LA N     -   162,780.      971,670.      MT  (+/- 180 meters Scaled)
 BX1512
 BX1512                          SUPERSEDED SURVEY CONTROL
 BX1512
 BX1512  NGVD 29 (??/??/??)   57.068  (m)          187.23   (f) ADJUSTED    2 0
 BX1512
 BX1512.Superseded values are not recommended for survey control.
 BX1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1512.See file dsdata.txt to determine how the superseded data were derived.
 BX1512
 BX1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR189368(NAD 83)
 BX1512_MARKER: R = RIVET
 BX1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1512+STABILITY: SURFACE MOTION
 BX1512
 BX1512  HISTORY     - Date     Condition        Report By
 BX1512  HISTORY     - UNK      MONUMENTED       LARR
 BX1512  HISTORY     - 1934     GOOD             CGS
 BX1512
 BX1512                          STATION DESCRIPTION
 BX1512
 BX1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1512'1.5 MI W FROM CALVIN.
 BX1512'ABOUT 1.5 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1512'STATION AT CALVIN, WINN PARISH, ABOUT 16 POLES EAST OF MILEPOST 137,
 BX1512'AND BETWEEN THE TRACK AND THE NORTH EDGE OF THE RIGHT-OF-WAY.  A
 BX1512'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1511 ***********************************************************************
 BX1511  DESIGNATION -  RV 137 LARR
 BX1511  PID         -  BX1511
 BX1511  STATE/COUNTY-  LA/WINN
 BX1511  USGS QUAD   -  CALVIN (1983)
 BX1511
 BX1511                         *CURRENT SURVEY CONTROL
 BX1511  ___________________________________________________________________
 BX1511* NAD 83(1986)-  31 58 10.     (N)    092 48 28.     (W)     SCALED    
 BX1511* NAVD 88     -        59.98   (+/-2cm)     196.8    (feet)  VERTCON   
 BX1511  ___________________________________________________________________
 BX1511  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1511
 BX1511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1511
 BX1511.The horizontal coordinates were scaled from a topographic map and have
 BX1511.an estimated accuracy of +/- 6 seconds.
 BX1511
 BX1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1511.The vertical order pertains to the NGVD 29 superseded value.
 BX1511
 BX1511.The geoid height was determined by GEOID03.
 BX1511
 BX1511;                    North         East    Units  Estimated Accuracy
 BX1511;SPC LA N     -   162,970.      970,910.      MT  (+/- 180 meters Scaled)
 BX1511
 BX1511                          SUPERSEDED SURVEY CONTROL
 BX1511
 BX1511  NGVD 29 (??/??/??)   60.014  (m)          196.90   (f) ADJUSTED    2 0
 BX1511
 BX1511.Superseded values are not recommended for survey control.
 BX1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1511.See file dsdata.txt to determine how the superseded data were derived.
 BX1511
 BX1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR181370(NAD 83)
 BX1511_MARKER: R = RIVET
 BX1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1511+STABILITY: SURFACE MOTION
 BX1511
 BX1511  HISTORY     - Date     Condition        Report By
 BX1511  HISTORY     - UNK      MONUMENTED       LARR
 BX1511  HISTORY     - 1934     GOOD             CGS
 BX1511
 BX1511                          STATION DESCRIPTION
 BX1511
 BX1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1511'2.0 MI W FROM CALVIN.
 BX1511'ABOUT 2.0 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1511'STATION AT CALVIN, WINN PARISH, AT MILEPOST 137, AND BETWEEN THE TRACK
 BX1511'AND THE NORTH EDGE OF THE RIGHT-OF-WAY.  A STANDARD MONEL-METAL RIVET,
 BX1511'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1514 ***********************************************************************
 BX1514  DESIGNATION -  RV 138 16 LARR
 BX1514  PID         -  BX1514
 BX1514  STATE/COUNTY-  LA/WINN
 BX1514  USGS QUAD   -  CALVIN (1983)
 BX1514
 BX1514                         *CURRENT SURVEY CONTROL
 BX1514  ___________________________________________________________________
 BX1514* NAD 83(1986)-  31 57 56.     (N)    092 46 57.     (W)     SCALED    
 BX1514* NAVD 88     -        51.85   (+/-2cm)     170.1    (feet)  VERTCON   
 BX1514  ___________________________________________________________________
 BX1514  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1514
 BX1514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1514
 BX1514.The horizontal coordinates were scaled from a topographic map and have
 BX1514.an estimated accuracy of +/- 6 seconds.
 BX1514
 BX1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1514.The vertical order pertains to the NGVD 29 superseded value.
 BX1514
 BX1514.The geoid height was determined by GEOID03.
 BX1514
 BX1514;                    North         East    Units  Estimated Accuracy
 BX1514;SPC LA N     -   162,530.      973,300.      MT  (+/- 180 meters Scaled)
 BX1514
 BX1514                          SUPERSEDED SURVEY CONTROL
 BX1514
 BX1514  NGVD 29 (??/??/??)   51.886  (m)          170.23   (f) ADJUSTED    2 0
 BX1514
 BX1514.Superseded values are not recommended for survey control.
 BX1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1514.See file dsdata.txt to determine how the superseded data were derived.
 BX1514
 BX1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR205366(NAD 83)
 BX1514_MARKER: R = RIVET
 BX1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1514+STABILITY: SURFACE MOTION
 BX1514
 BX1514  HISTORY     - Date     Condition        Report By
 BX1514  HISTORY     - UNK      MONUMENTED       LARR
 BX1514  HISTORY     - 1934     GOOD             CGS
 BX1514
 BX1514                          STATION DESCRIPTION
 BX1514
 BX1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1514'0.4 MI W FROM CALVIN.
 BX1514'ABOUT 0.4 MILE WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1514'STATION AT CALVIN, WINN PARISH, ABOUT 16 POLES EAST OF MILEPOST 138,
 BX1514'AND 30 FEET NORTH OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN
 BX1514'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1513 ***********************************************************************
 BX1513  DESIGNATION -  RV 138 LARR
 BX1513  PID         -  BX1513
 BX1513  STATE/COUNTY-  LA/WINN
 BX1513  USGS QUAD   -  CALVIN (1983)
 BX1513
 BX1513                         *CURRENT SURVEY CONTROL
 BX1513  ___________________________________________________________________
 BX1513* NAD 83(1986)-  31 58 00.     (N)    092 47 25.     (W)     SCALED    
 BX1513* NAVD 88     -        55.68   (+/-2cm)     182.7    (feet)  VERTCON   
 BX1513  ___________________________________________________________________
 BX1513  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1513
 BX1513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1513
 BX1513.The horizontal coordinates were scaled from a topographic map and have
 BX1513.an estimated accuracy of +/- 6 seconds.
 BX1513
 BX1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1513.The vertical order pertains to the NGVD 29 superseded value.
 BX1513
 BX1513.The geoid height was determined by GEOID03.
 BX1513
 BX1513;                    North         East    Units  Estimated Accuracy
 BX1513;SPC LA N     -   162,650.      972,560.      MT  (+/- 180 meters Scaled)
 BX1513
 BX1513                          SUPERSEDED SURVEY CONTROL
 BX1513
 BX1513  NGVD 29 (??/??/??)   55.708  (m)          182.77   (f) ADJUSTED    2 0
 BX1513
 BX1513.Superseded values are not recommended for survey control.
 BX1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1513.See file dsdata.txt to determine how the superseded data were derived.
 BX1513
 BX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR198367(NAD 83)
 BX1513_MARKER: R = RIVET
 BX1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1513+STABILITY: SURFACE MOTION
 BX1513
 BX1513  HISTORY     - Date     Condition        Report By
 BX1513  HISTORY     - UNK      MONUMENTED       LARR
 BX1513  HISTORY     - 1934     GOOD             CGS
 BX1513
 BX1513                          STATION DESCRIPTION
 BX1513
 BX1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1513'0.9 MI W FROM CALVIN.
 BX1513'ABOUT 0.9 MILE WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1513'STATION AT CALVIN, WINN PARISH, AT MILEPOST 138, AND BETWEEN THE TRACK
 BX1513'AND THE NORTH EDGE OF THE RIGHT-OF-WAY.  A STANDARD MONEL-METAL RIVET,
 BX1513'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1535 ***********************************************************************
 BX1535  DESIGNATION -  RV 158 12 LARR
 BX1535  PID         -  BX1535
 BX1535  STATE/COUNTY-  LA/GRANT
 BX1535  USGS QUAD   -  PACKTON (1984)
 BX1535
 BX1535                         *CURRENT SURVEY CONTROL
 BX1535  ___________________________________________________________________
 BX1535* NAD 83(1986)-  31 47 38.     (N)    092 34 03.     (W)     SCALED    
 BX1535* NAVD 88     -        43.54   (+/-2cm)     142.8    (feet)  VERTCON   
 BX1535  ___________________________________________________________________
 BX1535  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX1535
 BX1535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1535
 BX1535.The horizontal coordinates were scaled from a topographic map and have
 BX1535.an estimated accuracy of +/- 6 seconds.
 BX1535
 BX1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1535.The vertical order pertains to the NGVD 29 superseded value.
 BX1535
 BX1535.The geoid height was determined by GEOID03.
 BX1535
 BX1535;                    North         East    Units  Estimated Accuracy
 BX1535;SPC LA N     -   143,460.      993,610.      MT  (+/- 180 meters Scaled)
 BX1535
 BX1535                          SUPERSEDED SURVEY CONTROL
 BX1535
 BX1535  NGVD 29 (??/??/??)   43.550  (m)          142.88   (f) ADJUSTED    2 0
 BX1535
 BX1535.Superseded values are not recommended for survey control.
 BX1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1535.See file dsdata.txt to determine how the superseded data were derived.
 BX1535
 BX1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR409176(NAD 83)
 BX1535_MARKER: R = RIVET
 BX1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1535_SP_SET: CULVERT
 BX1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1535
 BX1535  HISTORY     - Date     Condition        Report By
 BX1535  HISTORY     - UNK      MONUMENTED       LARR
 BX1535  HISTORY     - 1934     GOOD             CGS
 BX1535
 BX1535                          STATION DESCRIPTION
 BX1535
 BX1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1535'0.7 MI E FROM PACKTON.
 BX1535'IN GRANT PARISH, ABOUT 0.7 MILE EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1535'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, ABOUT 6 POLES EAST
 BX1535'OF MILEPOST 158, NORTH OF THE TRACK, AND IN THE TOP OF A CONCRETE BOX
 BX1535'CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1536 ***********************************************************************
 BX1536  DESIGNATION -  RV 158 32 1/4 LARR
 BX1536  PID         -  BX1536
 BX1536  STATE/COUNTY-  LA/GRANT
 BX1536  USGS QUAD   -  PACKTON (1984)
 BX1536
 BX1536                         *CURRENT SURVEY CONTROL
 BX1536  ___________________________________________________________________
 BX1536* NAD 83(1986)-  31 47 32.     (N)    092 33 25.     (W)     SCALED    
 BX1536* NAVD 88     -        42.10   (+/-2cm)     138.1    (feet)  VERTCON   
 BX1536  ___________________________________________________________________
 BX1536  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX1536
 BX1536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1536
 BX1536.The horizontal coordinates were scaled from a topographic map and have
 BX1536.an estimated accuracy of +/- 6 seconds.
 BX1536
 BX1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1536.The vertical order pertains to the NGVD 29 superseded value.
 BX1536
 BX1536.The geoid height was determined by GEOID03.
 BX1536
 BX1536;                    North         East    Units  Estimated Accuracy
 BX1536;SPC LA N     -   143,280.      994,610.      MT  (+/- 180 meters Scaled)
 BX1536
 BX1536                          SUPERSEDED SURVEY CONTROL
 BX1536
 BX1536  NGVD 29 (??/??/??)   42.110  (m)          138.16   (f) ADJUSTED    2 0
 BX1536
 BX1536.Superseded values are not recommended for survey control.
 BX1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1536.See file dsdata.txt to determine how the superseded data were derived.
 BX1536
 BX1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR419174(NAD 83)
 BX1536_MARKER: R = RIVET
 BX1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1536_SP_SET: CULVERT
 BX1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1536
 BX1536  HISTORY     - Date     Condition        Report By
 BX1536  HISTORY     - UNK      MONUMENTED       LARR
 BX1536  HISTORY     - 1934     GOOD             CGS
 BX1536
 BX1536                          STATION DESCRIPTION
 BX1536
 BX1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1536'1.3 MI E FROM PACKTON.
 BX1536'IN GRANT PARISH, ABOUT 1.3 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1536'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, ABOUT 32-1/4 POLES
 BX1536'EAST OF MILEPOST 158, NORTH OF THE TRACK, AND IN THE TOP OF A CONCRETE
 BX1536'CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1537 ***********************************************************************
 BX1537  DESIGNATION -  RV 159 17 3/4 LARR
 BX1537  PID         -  BX1537
 BX1537  STATE/COUNTY-  LA/GRANT
 BX1537  USGS QUAD   -  PACKTON (1984)
 BX1537
 BX1537                         *CURRENT SURVEY CONTROL
 BX1537  ___________________________________________________________________
 BX1537* NAD 83(1986)-  31 47 28.     (N)    092 32 54.     (W)     SCALED    
 BX1537* NAVD 88     -        41.30   (+/-2cm)     135.5    (feet)  VERTCON   
 BX1537  ___________________________________________________________________
 BX1537  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1537
 BX1537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1537
 BX1537.The horizontal coordinates were scaled from a topographic map and have
 BX1537.an estimated accuracy of +/- 6 seconds.
 BX1537
 BX1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1537.The vertical order pertains to the NGVD 29 superseded value.
 BX1537
 BX1537.The geoid height was determined by GEOID03.
 BX1537
 BX1537;                    North         East    Units  Estimated Accuracy
 BX1537;SPC LA N     -   143,150.      995,420.      MT  (+/- 180 meters Scaled)
 BX1537
 BX1537                          SUPERSEDED SURVEY CONTROL
 BX1537
 BX1537  NGVD 29 (??/??/??)   41.313  (m)          135.54   (f) ADJUSTED    2 0
 BX1537
 BX1537.Superseded values are not recommended for survey control.
 BX1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1537.See file dsdata.txt to determine how the superseded data were derived.
 BX1537
 BX1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR427173(NAD 83)
 BX1537_MARKER: R = RIVET
 BX1537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1537_SP_SET: CULVERT
 BX1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1537
 BX1537  HISTORY     - Date     Condition        Report By
 BX1537  HISTORY     - UNK      MONUMENTED       LARR
 BX1537  HISTORY     - 1934     GOOD             CGS
 BX1537
 BX1537                          STATION DESCRIPTION
 BX1537
 BX1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1537'1.9 MI E FROM PACKTON.
 BX1537'IN GRANT PARISH, ABOUT 1.9 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1537'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, ABOUT 17-3/4 POLES
 BX1537'EAST OF MILEPOST 159, NORTH OF THE TRACK, AND IN THE TOP OF A CONCRETE
 BX1537'CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1541 ***********************************************************************
 BX1541  DESIGNATION -  RV 160 16 1/2 LARR
 BX1541  PID         -  BX1541
 BX1541  STATE/COUNTY-  LA/GRANT
 BX1541  USGS QUAD   -  PACKTON (1984)
 BX1541
 BX1541                         *CURRENT SURVEY CONTROL
 BX1541  ___________________________________________________________________
 BX1541* NAD 83(1986)-  31 47 19.     (N)    092 31 53.     (W)     SCALED    
 BX1541* NAVD 88     -        39.02   (+/-2cm)     128.0    (feet)  VERTCON   
 BX1541  ___________________________________________________________________
 BX1541  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1541
 BX1541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1541
 BX1541.The horizontal coordinates were scaled from a topographic map and have
 BX1541.an estimated accuracy of +/- 6 seconds.
 BX1541
 BX1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1541.The vertical order pertains to the NGVD 29 superseded value.
 BX1541
 BX1541.The geoid height was determined by GEOID03.
 BX1541
 BX1541;                    North         East    Units  Estimated Accuracy
 BX1541;SPC LA N     -   142,880.      997,030.      MT  (+/- 180 meters Scaled)
 BX1541
 BX1541                          SUPERSEDED SURVEY CONTROL
 BX1541
 BX1541  NGVD 29 (??/??/??)   39.031  (m)          128.05   (f) ADJUSTED    2 0
 BX1541
 BX1541.Superseded values are not recommended for survey control.
 BX1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1541.See file dsdata.txt to determine how the superseded data were derived.
 BX1541
 BX1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR443171(NAD 83)
 BX1541_MARKER: R = RIVET
 BX1541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1541_SP_SET: CULVERT
 BX1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1541
 BX1541  HISTORY     - Date     Condition        Report By
 BX1541  HISTORY     - UNK      MONUMENTED       LARR
 BX1541  HISTORY     - 1934     GOOD             CGS
 BX1541
 BX1541                          STATION DESCRIPTION
 BX1541
 BX1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1541'2.9 MI E FROM PACKTON.
 BX1541'IN GRANT PARISH, ABOUT 2.9 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1541'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, ABOUT 16-1/2 POLES
 BX1541'EAST OF MILEPOST 160, ON THE NORTH SIDE OF THE TRACK, AND IN THE TOP
 BX1541'OF A CONCRETE CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1540 ***********************************************************************
 BX1540  DESIGNATION -  RV 160 LARR
 BX1540  PID         -  BX1540
 BX1540  STATE/COUNTY-  LA/GRANT
 BX1540  USGS QUAD   -  PACKTON (1984)
 BX1540
 BX1540                         *CURRENT SURVEY CONTROL
 BX1540  ___________________________________________________________________
 BX1540* NAD 83(1986)-  31 47 24.     (N)    092 32 22.     (W)     SCALED    
 BX1540* NAVD 88     -        46.26   (+/-2cm)     151.8    (feet)  VERTCON   
 BX1540  ___________________________________________________________________
 BX1540  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1540
 BX1540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1540
 BX1540.The horizontal coordinates were scaled from a topographic map and have
 BX1540.an estimated accuracy of +/- 6 seconds.
 BX1540
 BX1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1540.The vertical order pertains to the NGVD 29 superseded value.
 BX1540
 BX1540.The geoid height was determined by GEOID03.
 BX1540
 BX1540;                    North         East    Units  Estimated Accuracy
 BX1540;SPC LA N     -   143,030.      996,270.      MT  (+/- 180 meters Scaled)
 BX1540
 BX1540                          SUPERSEDED SURVEY CONTROL
 BX1540
 BX1540  NGVD 29 (??/??/??)   46.274  (m)          151.82   (f) ADJUSTED    2 0
 BX1540
 BX1540.Superseded values are not recommended for survey control.
 BX1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1540.See file dsdata.txt to determine how the superseded data were derived.
 BX1540
 BX1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR436172(NAD 83)
 BX1540_MARKER: R = RIVET
 BX1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1540+STABILITY: SURFACE MOTION
 BX1540
 BX1540  HISTORY     - Date     Condition        Report By
 BX1540  HISTORY     - UNK      MONUMENTED       LARR
 BX1540  HISTORY     - 1934     GOOD             CGS
 BX1540
 BX1540                          STATION DESCRIPTION
 BX1540
 BX1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1540'2.4 MI E FROM PACKTON.
 BX1540'IN GRANT PARISH, ABOUT 2.4 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1540'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, AT MILEPOST 160, AND
 BX1540'25 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL
 BX1540'RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1544 ***********************************************************************
 BX1544  DESIGNATION -  RV 161 22 LARR
 BX1544  PID         -  BX1544
 BX1544  STATE/COUNTY-  LA/GRANT
 BX1544  USGS QUAD   -  PACKTON (1984)
 BX1544
 BX1544                         *CURRENT SURVEY CONTROL
 BX1544  ___________________________________________________________________
 BX1544* NAD 83(1986)-  31 47 08.     (N)    092 30 38.     (W)     SCALED    
 BX1544* NAVD 88     -        37.60   (+/-2cm)     123.4    (feet)  VERTCON   
 BX1544  ___________________________________________________________________
 BX1544  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1544
 BX1544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1544
 BX1544.The horizontal coordinates were scaled from a topographic map and have
 BX1544.an estimated accuracy of +/- 6 seconds.
 BX1544
 BX1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1544.The vertical order pertains to the NGVD 29 superseded value.
 BX1544
 BX1544.The geoid height was determined by GEOID03.
 BX1544
 BX1544;                    North         East    Units  Estimated Accuracy
 BX1544;SPC LA N     -   142,540.      999,000.      MT  (+/- 180 meters Scaled)
 BX1544
 BX1544                          SUPERSEDED SURVEY CONTROL
 BX1544
 BX1544  NGVD 29 (??/??/??)   37.610  (m)          123.39   (f) ADJUSTED    2 0
 BX1544
 BX1544.Superseded values are not recommended for survey control.
 BX1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1544.See file dsdata.txt to determine how the superseded data were derived.
 BX1544
 BX1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR463167(NAD 83)
 BX1544_MARKER: R = RIVET
 BX1544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1544_SP_SET: CULVERT
 BX1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1544
 BX1544  HISTORY     - Date     Condition        Report By
 BX1544  HISTORY     - UNK      MONUMENTED       LARR
 BX1544  HISTORY     - 1934     GOOD             CGS
 BX1544
 BX1544                          STATION DESCRIPTION
 BX1544
 BX1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1544'4.2 MI E FROM PACKTON.
 BX1544'IN GRANT PARISH, ABOUT 4.2 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1544'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, ABOUT 22 POLES EAST
 BX1544'OF MILEPOST 161, NORTH OF THE TRACK, AND IN THE TOP OF THE CONCRETE
 BX1544'ABUTMENT OF A CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1542 ***********************************************************************
 BX1542  DESIGNATION -  RV 161 LARR
 BX1542  PID         -  BX1542
 BX1542  STATE/COUNTY-  LA/GRANT
 BX1542  USGS QUAD   -  PACKTON (1984)
 BX1542
 BX1542                         *CURRENT SURVEY CONTROL
 BX1542  ___________________________________________________________________
 BX1542* NAD 83(1986)-  31 47 15.     (N)    092 31 20.     (W)     SCALED    
 BX1542* NAVD 88     -        48.61   (+/-2cm)     159.5    (feet)  VERTCON   
 BX1542  ___________________________________________________________________
 BX1542  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX1542
 BX1542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1542
 BX1542.The horizontal coordinates were scaled from a topographic map and have
 BX1542.an estimated accuracy of +/- 6 seconds.
 BX1542
 BX1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1542.The vertical order pertains to the NGVD 29 superseded value.
 BX1542
 BX1542.The geoid height was determined by GEOID03.
 BX1542
 BX1542;                    North         East    Units  Estimated Accuracy
 BX1542;SPC LA N     -   142,750.      997,900.      MT  (+/- 180 meters Scaled)
 BX1542
 BX1542                          SUPERSEDED SURVEY CONTROL
 BX1542
 BX1542  NGVD 29 (??/??/??)   48.627  (m)          159.54   (f) ADJUSTED    2 0
 BX1542
 BX1542.Superseded values are not recommended for survey control.
 BX1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1542.See file dsdata.txt to determine how the superseded data were derived.
 BX1542
 BX1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR452169(NAD 83)
 BX1542_MARKER: R = RIVET
 BX1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1542+STABILITY: SURFACE MOTION
 BX1542
 BX1542  HISTORY     - Date     Condition        Report By
 BX1542  HISTORY     - UNK      MONUMENTED       LARR
 BX1542  HISTORY     - 1934     GOOD             CGS
 BX1542
 BX1542                          STATION DESCRIPTION
 BX1542
 BX1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1542'3.5 MI E FROM PACKTON.
 BX1542'IN GRANT PARISH, ABOUT 3.5 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1542'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, AT MILEPOST 161, AND
 BX1542'30 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL
 BX1542'RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1546 ***********************************************************************
 BX1546  DESIGNATION -  RV 162 11 1/2 LARR
 BX1546  PID         -  BX1546
 BX1546  STATE/COUNTY-  LA/GRANT
 BX1546  USGS QUAD   -  GEORGETOWN (1984)
 BX1546
 BX1546                         *CURRENT SURVEY CONTROL
 BX1546  ___________________________________________________________________
 BX1546* NAD 83(1986)-  31 47 05.     (N)    092 30 00.     (W)     SCALED    
 BX1546* NAVD 88     -        32.97   (+/-2cm)     108.2    (feet)  VERTCON   
 BX1546  ___________________________________________________________________
 BX1546  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1546
 BX1546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1546
 BX1546.The horizontal coordinates were scaled from a topographic map and have
 BX1546.an estimated accuracy of +/- 6 seconds.
 BX1546
 BX1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1546.The vertical order pertains to the NGVD 29 superseded value.
 BX1546
 BX1546.The geoid height was determined by GEOID03.
 BX1546
 BX1546;                    North         East    Units  Estimated Accuracy
 BX1546;SPC LA N     -   142,440.    1,000,000.      MT  (+/- 180 meters Scaled)
 BX1546
 BX1546                          SUPERSEDED SURVEY CONTROL
 BX1546
 BX1546  NGVD 29 (??/??/??)   32.986  (m)          108.22   (f) ADJUSTED    2 0
 BX1546
 BX1546.Superseded values are not recommended for survey control.
 BX1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1546.See file dsdata.txt to determine how the superseded data were derived.
 BX1546
 BX1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR473166(NAD 83)
 BX1546_MARKER: R = RIVET
 BX1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1546_SP_SET: CULVERT
 BX1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1546
 BX1546  HISTORY     - Date     Condition        Report By
 BX1546  HISTORY     - UNK      MONUMENTED       LARR
 BX1546  HISTORY     - 1934     GOOD             CGS
 BX1546
 BX1546                          STATION DESCRIPTION
 BX1546
 BX1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1546'5.0 MI E FROM PACKTON.
 BX1546'IN GRANT PARISH, ABOUT 5.0 MILES EAST ALONG THE LOUISIANA AND ARKANSAS
 BX1546'RAILWAY FROM THE STATION AT PACKTON, WINN PARISH, ABOUT 11-1/2 POLES
 BX1546'EAST OF MILEPOST 162, NORTH OF THE TRACK, AND IN THE TOP OF A CONCRETE
 BX1546'BOX CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1678 ***********************************************************************
 BX1678  DESIGNATION -  RV 163+13 1/2 LARR
 BX1678  PID         -  BX1678
 BX1678  STATE/COUNTY-  LA/GRANT
 BX1678  USGS QUAD   -  GEORGETOWN (1984)
 BX1678
 BX1678                         *CURRENT SURVEY CONTROL
 BX1678  ___________________________________________________________________
 BX1678* NAD 83(1986)-  31 46 53.     (N)    092 28 34.     (W)     SCALED    
 BX1678* NAVD 88     -        36.06   (+/-2cm)     118.3    (feet)  VERTCON   
 BX1678  ___________________________________________________________________
 BX1678  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX1678
 BX1678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1678
 BX1678.The horizontal coordinates were scaled from a topographic map and have
 BX1678.an estimated accuracy of +/- 6 seconds.
 BX1678
 BX1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1678.The vertical order pertains to the NGVD 29 superseded value.
 BX1678
 BX1678.The geoid height was determined by GEOID03.
 BX1678
 BX1678;                    North         East    Units  Estimated Accuracy
 BX1678;SPC LA N     -   142,070.    1,002,260.      MT  (+/- 180 meters Scaled)
 BX1678
 BX1678                          SUPERSEDED SURVEY CONTROL
 BX1678
 BX1678  NGVD 29 (??/??/??)   36.068  (m)          118.33   (f) ADJUSTED    2 0
 BX1678
 BX1678.Superseded values are not recommended for survey control.
 BX1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1678.See file dsdata.txt to determine how the superseded data were derived.
 BX1678
 BX1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR496163(NAD 83)
 BX1678_MARKER: R = RIVET
 BX1678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1678_SP_SET: CULVERT
 BX1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1678
 BX1678  HISTORY     - Date     Condition        Report By
 BX1678  HISTORY     - UNK      MONUMENTED       LARR
 BX1678  HISTORY     - 1949     GOOD             CGS
 BX1678
 BX1678                          STATION DESCRIPTION
 BX1678
 BX1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1678'5.6 MI W FROM GEORGETOWN.
 BX1678'5.6 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 BX1678'STATION AT GEORGETOWN, 24.0 FEET NORTH OF THE NORTH RAIL, SET IN THE
 BX1678'TOP OF THE EAST END OF THE NORTH HEADWALL OF A 4X4 FOOT CONCRETE
 BX1678'CULVERT, 10 FEET BELOW THE LEVEL OF THE RAILS, 13 1/2 RAILS EAST OF
 BX1678'MILEPOST 163.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0174 ***********************************************************************
 BX0174  DESIGNATION -  RV 164+15 LARR
 BX0174  PID         -  BX0174
 BX0174  STATE/COUNTY-  LA/GRANT
 BX0174  USGS QUAD   -  GEORGETOWN (1984)
 BX0174
 BX0174                         *CURRENT SURVEY CONTROL
 BX0174  ___________________________________________________________________
 BX0174* NAD 83(1986)-  31 46 47.     (N)    092 27 55.     (W)     SCALED    
 BX0174* NAVD 88     -        32.78   (+/-2cm)     107.5    (feet)  VERTCON   
 BX0174  ___________________________________________________________________
 BX0174  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX0174
 BX0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0174
 BX0174.The horizontal coordinates were scaled from a topographic map and have
 BX0174.an estimated accuracy of +/- 6 seconds.
 BX0174
 BX0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0174.The vertical order pertains to the NGVD 29 superseded value.
 BX0174
 BX0174.The geoid height was determined by GEOID03.
 BX0174
 BX0174;                    North         East    Units  Estimated Accuracy
 BX0174;SPC LA N     -   141,890.    1,003,290.      MT  (+/- 180 meters Scaled)
 BX0174
 BX0174                          SUPERSEDED SURVEY CONTROL
 BX0174
 BX0174  NGVD 29 (??/??/??)   32.793  (m)          107.59   (f) ADJUSTED    2 0
 BX0174
 BX0174.Superseded values are not recommended for survey control.
 BX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0174.See file dsdata.txt to determine how the superseded data were derived.
 BX0174
 BX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR506161(NAD 83)
 BX0174_MARKER: R = RIVET
 BX0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0174_SP_SET: CULVERT
 BX0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0174
 BX0174  HISTORY     - Date     Condition        Report By
 BX0174  HISTORY     - UNK      MONUMENTED       LARR
 BX0174  HISTORY     - 1935     GOOD             CGS
 BX0174  HISTORY     - 1947     GOOD             CGS
 BX0174
 BX0174                          STATION DESCRIPTION
 BX0174
 BX0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0174'4.8 MI NW FROM GEORGETOWN.
 BX0174'4.8 MI NW OF STATION ALONG THE L AND A R R IN A CONCRETE BOX CULVERT
 BX0174'ON THE E SIDE OF THE TRACK.  MILEAGE 164 PLUS 14 3/4 POLES.  NOTE--
 BX0174'THIS MARK IS 8 1/2 POLES EAST OF MILEPOST 164 INSTEAD OF 14 3/2 POLES.
 BX0174
 BX0174                          STATION RECOVERY (1947)
 BX0174
 BX0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 BX0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0176 ***********************************************************************
 BX0176  DESIGNATION -  RV 165+5 1/2 LARR
 BX0176  PID         -  BX0176
 BX0176  STATE/COUNTY-  LA/GRANT
 BX0176  USGS QUAD   -  GEORGETOWN (1984)
 BX0176
 BX0176                         *CURRENT SURVEY CONTROL
 BX0176  ___________________________________________________________________
 BX0176* NAD 83(1986)-  31 46 41.     (N)    092 27 20.     (W)     SCALED    
 BX0176* NAVD 88     -        30.79   (+/-2cm)     101.0    (feet)  VERTCON   
 BX0176  ___________________________________________________________________
 BX0176  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0176
 BX0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0176
 BX0176.The horizontal coordinates were scaled from a topographic map and have
 BX0176.an estimated accuracy of +/- 6 seconds.
 BX0176
 BX0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0176.The vertical order pertains to the NGVD 29 superseded value.
 BX0176
 BX0176.The geoid height was determined by GEOID03.
 BX0176
 BX0176;                    North         East    Units  Estimated Accuracy
 BX0176;SPC LA N     -   141,710.    1,004,210.      MT  (+/- 180 meters Scaled)
 BX0176
 BX0176                          SUPERSEDED SURVEY CONTROL
 BX0176
 BX0176  NGVD 29 (??/??/??)   30.802  (m)          101.06   (f) ADJUSTED    2 0
 BX0176
 BX0176.Superseded values are not recommended for survey control.
 BX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0176.See file dsdata.txt to determine how the superseded data were derived.
 BX0176
 BX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR515159(NAD 83)
 BX0176_MARKER: R = RIVET
 BX0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0176_SP_SET: CULVERT
 BX0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0176
 BX0176  HISTORY     - Date     Condition        Report By
 BX0176  HISTORY     - UNK      MONUMENTED       LARR
 BX0176  HISTORY     - 1935     GOOD             CGS
 BX0176
 BX0176                          STATION DESCRIPTION
 BX0176
 BX0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0176'4.2 MI W FROM GEORGETOWN.
 BX0176'4.2 MI W OF STATION ALONG THE L AND A R R IN A BOX CULVERT E OF THE
 BX0176'TRACK.  AT MILEAGE 165 PLUS 5 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0177 ***********************************************************************
 BX0177  DESIGNATION -  RV 166 LARR
 BX0177  PID         -  BX0177
 BX0177  STATE/COUNTY-  LA/GRANT
 BX0177  USGS QUAD   -  GEORGETOWN (1984)
 BX0177
 BX0177                         *CURRENT SURVEY CONTROL
 BX0177  ___________________________________________________________________
 BX0177* NAD 83(1986)-  31 46 34.     (N)    092 26 21.     (W)     SCALED    
 BX0177* NAVD 88     -        28.85   (+/-2cm)      94.7    (feet)  VERTCON   
 BX0177  ___________________________________________________________________
 BX0177  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0177
 BX0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0177
 BX0177.The horizontal coordinates were scaled from a topographic map and have
 BX0177.an estimated accuracy of +/- 6 seconds.
 BX0177
 BX0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0177.The vertical order pertains to the NGVD 29 superseded value.
 BX0177
 BX0177.The geoid height was determined by GEOID03.
 BX0177
 BX0177;                    North         East    Units  Estimated Accuracy
 BX0177;SPC LA N     -   141,490.    1,005,760.      MT  (+/- 180 meters Scaled)
 BX0177
 BX0177                          SUPERSEDED SURVEY CONTROL
 BX0177
 BX0177  NGVD 29 (??/??/??)   28.861  (m)           94.69   (f) ADJUSTED    2 0
 BX0177
 BX0177.Superseded values are not recommended for survey control.
 BX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0177.See file dsdata.txt to determine how the superseded data were derived.
 BX0177
 BX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR531157(NAD 83)
 BX0177_MARKER: R = RIVET
 BX0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0177+STABILITY: SURFACE MOTION
 BX0177
 BX0177  HISTORY     - Date     Condition        Report By
 BX0177  HISTORY     - UNK      MONUMENTED       LARR
 BX0177  HISTORY     - 1935     GOOD             CGS
 BX0177
 BX0177                          STATION DESCRIPTION
 BX0177
 BX0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0177'3.4 MI W FROM GEORGETOWN.
 BX0177'3.4 MI W OF STATION ALONG THE L AND A R R 27 FEET E OF CENTER OF
 BX0177'TRACK.  AT MILE POST 166.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0178 ***********************************************************************
 BX0178  DESIGNATION -  RV 166+17 LARR
 BX0178  PID         -  BX0178
 BX0178  STATE/COUNTY-  LA/GRANT
 BX0178  USGS QUAD   -  GEORGETOWN (1984)
 BX0178
 BX0178                         *CURRENT SURVEY CONTROL
 BX0178  ___________________________________________________________________
 BX0178* NAD 83(1986)-  31 46 30.     (N)    092 25 51.     (W)     SCALED    
 BX0178* NAVD 88     -        26.85   (+/-2cm)      88.1    (feet)  VERTCON   
 BX0178  ___________________________________________________________________
 BX0178  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0178
 BX0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0178
 BX0178.The horizontal coordinates were scaled from a topographic map and have
 BX0178.an estimated accuracy of +/- 6 seconds.
 BX0178
 BX0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0178.The vertical order pertains to the NGVD 29 superseded value.
 BX0178
 BX0178.The geoid height was determined by GEOID03.
 BX0178
 BX0178;                    North         East    Units  Estimated Accuracy
 BX0178;SPC LA N     -   141,370.    1,006,550.      MT  (+/- 180 meters Scaled)
 BX0178
 BX0178                          SUPERSEDED SURVEY CONTROL
 BX0178
 BX0178  NGVD 29 (??/??/??)   26.866  (m)           88.14   (f) ADJUSTED    2 0
 BX0178
 BX0178.Superseded values are not recommended for survey control.
 BX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0178.See file dsdata.txt to determine how the superseded data were derived.
 BX0178
 BX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR538156(NAD 83)
 BX0178_MARKER: R = RIVET
 BX0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0178_SP_SET: CULVERT
 BX0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0178
 BX0178  HISTORY     - Date     Condition        Report By
 BX0178  HISTORY     - UNK      MONUMENTED       LARR
 BX0178  HISTORY     - 1935     GOOD             CGS
 BX0178
 BX0178                          STATION DESCRIPTION
 BX0178
 BX0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0178'2.9 MI W FROM GEORGETOWN.
 BX0178'2.9 MI W OF STATION ALONG THE L AND A R R IN A CONCRETE BOX CULVERT E
 BX0178'OF THE TRACK.  AT MILEAGE 166 PLUS 17 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0179 ***********************************************************************
 BX0179  DESIGNATION -  RV 167 LARR
 BX0179  PID         -  BX0179
 BX0179  STATE/COUNTY-  LA/GRANT
 BX0179  USGS QUAD   -  GEORGETOWN (1984)
 BX0179
 BX0179                         *CURRENT SURVEY CONTROL
 BX0179  ___________________________________________________________________
 BX0179* NAD 83(1986)-  31 46 25.     (N)    092 25 20.     (W)     SCALED    
 BX0179* NAVD 88     -        29.18   (+/-2cm)      95.7    (feet)  VERTCON   
 BX0179  ___________________________________________________________________
 BX0179  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0179
 BX0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0179
 BX0179.The horizontal coordinates were scaled from a topographic map and have
 BX0179.an estimated accuracy of +/- 6 seconds.
 BX0179
 BX0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0179.The vertical order pertains to the NGVD 29 superseded value.
 BX0179
 BX0179.The geoid height was determined by GEOID03.
 BX0179
 BX0179;                    North         East    Units  Estimated Accuracy
 BX0179;SPC LA N     -   141,210.    1,007,370.      MT  (+/- 180 meters Scaled)
 BX0179
 BX0179                          SUPERSEDED SURVEY CONTROL
 BX0179
 BX0179  NGVD 29 (??/??/??)   29.188  (m)           95.76   (f) ADJUSTED    2 0
 BX0179
 BX0179.Superseded values are not recommended for survey control.
 BX0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0179.See file dsdata.txt to determine how the superseded data were derived.
 BX0179
 BX0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR547154(NAD 83)
 BX0179_MARKER: R = RIVET
 BX0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0179+STABILITY: SURFACE MOTION
 BX0179
 BX0179  HISTORY     - Date     Condition        Report By
 BX0179  HISTORY     - UNK      MONUMENTED       LARR
 BX0179  HISTORY     - 1935     GOOD             CGS
 BX0179
 BX0179                          STATION DESCRIPTION
 BX0179
 BX0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0179'2.4 MI W FROM GEORGETOWN.
 BX0179'2.4 MI W OF STATION ALONG THE L AND A R R 40 FEET E OF CENTER OF THE
 BX0179'TRACK.  AT MILEAGE 167.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0119 ***********************************************************************
 BX0119  DESIGNATION -  RV 167+16 1/2 LARR
 BX0119  PID         -  BX0119
 BX0119  STATE/COUNTY-  LA/GRANT
 BX0119  USGS QUAD   -  GEORGETOWN (1984)
 BX0119
 BX0119                         *CURRENT SURVEY CONTROL
 BX0119  ___________________________________________________________________
 BX0119* NAD 83(1986)-  31 46 21.     (N)    092 24 51.     (W)     SCALED    
 BX0119* NAVD 88     -        28.18   (+/-2cm)      92.5    (feet)  VERTCON   
 BX0119  ___________________________________________________________________
 BX0119  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0119
 BX0119  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0119
 BX0119.The horizontal coordinates were scaled from a topographic map and have
 BX0119.an estimated accuracy of +/- 6 seconds.
 BX0119
 BX0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0119.The vertical order pertains to the NGVD 29 superseded value.
 BX0119
 BX0119.The geoid height was determined by GEOID03.
 BX0119
 BX0119;                    North         East    Units  Estimated Accuracy
 BX0119;SPC LA N     -   141,090.    1,008,130.      MT  (+/- 180 meters Scaled)
 BX0119
 BX0119                          SUPERSEDED SURVEY CONTROL
 BX0119
 BX0119  NGVD 29 (??/??/??)   28.193  (m)           92.50   (f) ADJUSTED    1 2
 BX0119
 BX0119.Superseded values are not recommended for survey control.
 BX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0119.See file dsdata.txt to determine how the superseded data were derived.
 BX0119
 BX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR554153(NAD 83)
 BX0119_MARKER: R = RIVET
 BX0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0119+STABILITY: SURFACE MOTION
 BX0119
 BX0119  HISTORY     - Date     Condition        Report By
 BX0119  HISTORY     - UNK      MONUMENTED       LARR
 BX0119  HISTORY     - 1935     GOOD             CGS
 BX0119
 BX0119                          STATION DESCRIPTION
 BX0119
 BX0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0119'1.9 MI W FROM GEORGETOWN.
 BX0119'1.9 MI W OF STATION ALONG THE L AND A R R 25 FEET E OF CENTER OF THE
 BX0119'TRACK.  AT MILEAGE 167 PLUS 16 1/2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0120 ***********************************************************************
 BX0120  DESIGNATION -  RV 168 LARR
 BX0120  PID         -  BX0120
 BX0120  STATE/COUNTY-  LA/GRANT
 BX0120  USGS QUAD   -  GEORGETOWN (1984)
 BX0120
 BX0120                         *CURRENT SURVEY CONTROL
 BX0120  ___________________________________________________________________
 BX0120* NAD 83(1986)-  31 46 14.     (N)    092 24 14.     (W)     SCALED    
 BX0120* NAVD 88     -        28.84   (+/-2cm)      94.6    (feet)  VERTCON   
 BX0120  ___________________________________________________________________
 BX0120  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0120
 BX0120  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0120
 BX0120.The horizontal coordinates were scaled from a topographic map and have
 BX0120.an estimated accuracy of +/- 6 seconds.
 BX0120
 BX0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0120.The vertical order pertains to the NGVD 29 superseded value.
 BX0120
 BX0120.The geoid height was determined by GEOID03.
 BX0120
 BX0120;                    North         East    Units  Estimated Accuracy
 BX0120;SPC LA N     -   140,880.    1,009,100.      MT  (+/- 180 meters Scaled)
 BX0120
 BX0120                          SUPERSEDED SURVEY CONTROL
 BX0120
 BX0120  NGVD 29 (??/??/??)   28.853  (m)           94.66   (f) ADJUSTED    1 2
 BX0120
 BX0120.Superseded values are not recommended for survey control.
 BX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0120.See file dsdata.txt to determine how the superseded data were derived.
 BX0120
 BX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR564151(NAD 83)
 BX0120_MARKER: R = RIVET
 BX0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0120+STABILITY: SURFACE MOTION
 BX0120
 BX0120  HISTORY     - Date     Condition        Report By
 BX0120  HISTORY     - UNK      MONUMENTED       LARR
 BX0120  HISTORY     - 1935     GOOD             CGS
 BX0120
 BX0120                          STATION DESCRIPTION
 BX0120
 BX0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0120'1.3 MI W FROM GEORGETOWN.
 BX0120'1.3 MILES W OF STATION ALONG THE L AND A RR 31 FEET E OF CENTER OF
 BX0120'TRACK.  AT MILEAGE 168.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0059 ***********************************************************************
 BX0059  DESIGNATION -  RV 169 LARR
 BX0059  PID         -  BX0059
 BX0059  STATE/COUNTY-  LA/GRANT
 BX0059  USGS QUAD   -  GEORGETOWN (1984)
 BX0059
 BX0059                         *CURRENT SURVEY CONTROL
 BX0059  ___________________________________________________________________
 BX0059* NAD 83(1986)-  31 46 01.     (N)    092 23 20.     (W)     SCALED    
 BX0059* NAVD 88     -        29.07   (+/-2cm)      95.4    (feet)  VERTCON   
 BX0059  ___________________________________________________________________
 BX0059  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0059
 BX0059  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0059
 BX0059.The horizontal coordinates were scaled from a topographic map and have
 BX0059.an estimated accuracy of +/- 6 seconds.
 BX0059
 BX0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0059.The vertical order pertains to the NGVD 29 superseded value.
 BX0059
 BX0059.The geoid height was determined by GEOID03.
 BX0059
 BX0059;                    North         East    Units  Estimated Accuracy
 BX0059;SPC LA N     -   140,480.    1,010,530.      MT  (+/- 180 meters Scaled)
 BX0059
 BX0059                          SUPERSEDED SURVEY CONTROL
 BX0059
 BX0059  NGVD 29 (??/??/??)   29.078  (m)           95.40   (f) ADJUSTED    1 2
 BX0059
 BX0059.Superseded values are not recommended for survey control.
 BX0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0059.See file dsdata.txt to determine how the superseded data were derived.
 BX0059
 BX0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR578147(NAD 83)
 BX0059_MARKER: R = RIVET
 BX0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0059+STABILITY: SURFACE MOTION
 BX0059
 BX0059  HISTORY     - Date     Condition        Report By
 BX0059  HISTORY     - UNK      MONUMENTED       LARR
 BX0059  HISTORY     - 1965     GOOD             CGS
 BX0059
 BX0059                          STATION DESCRIPTION
 BX0059
 BX0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0059'0.4 MI W FROM GEORGETOWN.
 BX0059'ABOUT 0.4 MILE WEST ALONG THE LOUISIANA MIDLAND RAILWAY (FORMERLY THE
 BX0059'LOUISIANA ARKANSAS RAILWAY) FROM THE U.S. HIGHWAY 165 OVERPASS AT
 BX0059'GEORGETOWN, IN SECTION 17, T 9 N, R 1 E, ABOUT 0.2 MILE WEST OF THE
 BX0059'CROSSING OF STATE HIGHWAY 1230, 60 FEET NORTH OF AND ACROSS THE TRACK
 BX0059'FROM MILEPOST 169, 23 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 BX0059'25 1/2 FEET SOUTH OF AND 18-INCH OAK TREE, ABOUT 1 1/2 FEET BELOW THE
 BX0059'LEVEL OF THE TRACK, A MONEL METAL RIVET SET IN THE TOP OF A CONCRETE
 BX0059'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0057 ***********************************************************************
 BX0057  DESIGNATION -  RV 169+15 LARR
 BX0057  PID         -  BX0057
 BX0057  STATE/COUNTY-  LA/GRANT
 BX0057  USGS QUAD   -  GEORGETOWN (1984)
 BX0057
 BX0057                         *CURRENT SURVEY CONTROL
 BX0057  ___________________________________________________________________
 BX0057* NAD 83(1986)-  31 45 54.     (N)    092 22 49.     (W)     SCALED    
 BX0057* NAVD 88     -        28.38   (+/-2cm)      93.1    (feet)  VERTCON   
 BX0057  ___________________________________________________________________
 BX0057  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0057
 BX0057  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0057
 BX0057.The horizontal coordinates were scaled from a topographic map and have
 BX0057.an estimated accuracy of +/- 6 seconds.
 BX0057
 BX0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0057.The vertical order pertains to the NGVD 29 superseded value.
 BX0057
 BX0057.The geoid height was determined by GEOID03.
 BX0057
 BX0057;                    North         East    Units  Estimated Accuracy
 BX0057;SPC LA N     -   140,260.    1,011,340.      MT  (+/- 180 meters Scaled)
 BX0057
 BX0057                          SUPERSEDED SURVEY CONTROL
 BX0057
 BX0057  NGVD 29 (??/??/??)   28.390  (m)           93.14   (f) ADJUSTED    1 2
 BX0057
 BX0057.Superseded values are not recommended for survey control.
 BX0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0057.See file dsdata.txt to determine how the superseded data were derived.
 BX0057
 BX0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR586145(NAD 83)
 BX0057_MARKER: R = RIVET
 BX0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0057+STABILITY: SURFACE MOTION
 BX0057
 BX0057  HISTORY     - Date     Condition        Report By
 BX0057  HISTORY     - UNK      MONUMENTED       LARR
 BX0057  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0057
 BX0057                          STATION DESCRIPTION
 BX0057
 BX0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0057'IN GEORGETOWN.
 BX0057'0.2 MILE SE ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE STATION
 BX0057'AT GEORGETOWN.  15 POLES SE OF MILEPOST 169, AND 25 FEET WEST OF THE
 BX0057'CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE
 BX0057'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0121 ***********************************************************************
 BX0121  DESIGNATION -  RV 170 LARR
 BX0121  PID         -  BX0121
 BX0121  STATE/COUNTY-  LA/GRANT
 BX0121  USGS QUAD   -  TULLOS (1984)
 BX0121
 BX0121                         *CURRENT SURVEY CONTROL
 BX0121  ___________________________________________________________________
 BX0121* NAD 83(1986)-  31 45 49.     (N)    092 22 30.     (W)     SCALED    
 BX0121* NAVD 88     -        24.96   (+/-2cm)      81.9    (feet)  VERTCON   
 BX0121  ___________________________________________________________________
 BX0121  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0121
 BX0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0121
 BX0121.The horizontal coordinates were scaled from a topographic map and have
 BX0121.an estimated accuracy of +/- 6 seconds.
 BX0121
 BX0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0121.The vertical order pertains to the NGVD 29 superseded value.
 BX0121
 BX0121.The geoid height was determined by GEOID03.
 BX0121
 BX0121;                    North         East    Units  Estimated Accuracy
 BX0121;SPC LA N     -   140,110.    1,011,840.      MT  (+/- 180 meters Scaled)
 BX0121
 BX0121                          SUPERSEDED SURVEY CONTROL
 BX0121
 BX0121  NGVD 29 (??/??/??)   24.974  (m)           81.94   (f) ADJUSTED    2 0
 BX0121
 BX0121.Superseded values are not recommended for survey control.
 BX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0121.See file dsdata.txt to determine how the superseded data were derived.
 BX0121
 BX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR591144(NAD 83)
 BX0121_MARKER: R = RIVET
 BX0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0121+STABILITY: SURFACE MOTION
 BX0121
 BX0121  HISTORY     - Date     Condition        Report By
 BX0121  HISTORY     - UNK      MONUMENTED       LARR
 BX0121  HISTORY     - 1935     GOOD             CGS
 BX0121
 BX0121                          STATION DESCRIPTION
 BX0121
 BX0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0121'0.7 MI SE FROM GEORGETOWN.
 BX0121'0.7 MI SE OF STATION ALONG THE L AND R R 25 FEET E OF CENTER OF TRACK
 BX0121'AND AT MILEPOST 170.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0182 ***********************************************************************
 BX0182  DESIGNATION -  RV 170+19 3/4 LARR
 BX0182  PID         -  BX0182
 BX0182  STATE/COUNTY-  LA/GRANT
 BX0182  USGS QUAD   -  TULLOS (1984)
 BX0182
 BX0182                         *CURRENT SURVEY CONTROL
 BX0182  ___________________________________________________________________
 BX0182* NAD 83(1986)-  31 45 35.     (N)    092 21 28.     (W)     SCALED    
 BX0182* NAVD 88     -        20.53   (+/-2cm)      67.4    (feet)  VERTCON   
 BX0182  ___________________________________________________________________
 BX0182  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0182
 BX0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0182
 BX0182.The horizontal coordinates were scaled from a topographic map and have
 BX0182.an estimated accuracy of +/- 6 seconds.
 BX0182
 BX0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0182.The vertical order pertains to the NGVD 29 superseded value.
 BX0182
 BX0182.The geoid height was determined by GEOID03.
 BX0182
 BX0182;                    North         East    Units  Estimated Accuracy
 BX0182;SPC LA N     -   139,680.    1,013,470.      MT  (+/- 180 meters Scaled)
 BX0182
 BX0182                          SUPERSEDED SURVEY CONTROL
 BX0182
 BX0182  NGVD 29 (??/??/??)   20.541  (m)           67.39   (f) ADJUSTED    2 0
 BX0182
 BX0182.Superseded values are not recommended for survey control.
 BX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0182.See file dsdata.txt to determine how the superseded data were derived.
 BX0182
 BX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR608139(NAD 83)
 BX0182_MARKER: R = RIVET
 BX0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0182+STABILITY: SURFACE MOTION
 BX0182
 BX0182  HISTORY     - Date     Condition        Report By
 BX0182  HISTORY     - UNK      MONUMENTED       LARR
 BX0182  HISTORY     - 1935     GOOD             CGS
 BX0182
 BX0182                          STATION DESCRIPTION
 BX0182
 BX0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0182'1.3 MI SE FROM GEORGETOWN.
 BX0182'1.3 MI SE OF STATION ALONG THE L AND A R R 25 FEET E OF CENTER OF
 BX0182'TRACK AND AT MILEAGE 170 PLUS 19 3/4 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0183 ***********************************************************************
 BX0183  DESIGNATION -  RV 171+16 1/4 LARR
 BX0183  PID         -  BX0183
 BX0183  STATE/COUNTY-  LA/GRANT
 BX0183  USGS QUAD   -  TULLOS (1984)
 BX0183
 BX0183                         *CURRENT SURVEY CONTROL
 BX0183  ___________________________________________________________________
 BX0183* NAD 83(1986)-  31 45 11.     (N)    092 20 47.     (W)     SCALED    
 BX0183* NAVD 88     -        19.90   (+/-2cm)      65.3    (feet)  VERTCON   
 BX0183  ___________________________________________________________________
 BX0183  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0183
 BX0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0183
 BX0183.The horizontal coordinates were scaled from a topographic map and have
 BX0183.an estimated accuracy of +/- 6 seconds.
 BX0183
 BX0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0183.The vertical order pertains to the NGVD 29 superseded value.
 BX0183
 BX0183.The geoid height was determined by GEOID03.
 BX0183
 BX0183;                    North         East    Units  Estimated Accuracy
 BX0183;SPC LA N     -   138,940.    1,014,550.      MT  (+/- 180 meters Scaled)
 BX0183
 BX0183                          SUPERSEDED SURVEY CONTROL
 BX0183
 BX0183  NGVD 29 (??/??/??)   19.910  (m)           65.32   (f) ADJUSTED    2 0
 BX0183
 BX0183.Superseded values are not recommended for survey control.
 BX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0183.See file dsdata.txt to determine how the superseded data were derived.
 BX0183
 BX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR619132(NAD 83)
 BX0183_MARKER: R = RIVET
 BX0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0183_SP_SET: PIER
 BX0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0183
 BX0183  HISTORY     - Date     Condition        Report By
 BX0183  HISTORY     - UNK      MONUMENTED       LARR
 BX0183  HISTORY     - 1935     GOOD             CGS
 BX0183
 BX0183                          STATION DESCRIPTION
 BX0183
 BX0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0183'2.5 MI SE FROM GEORGETOWN.
 BX0183'2.5 MI SE OF STATION ALONG THE L AND A R R IN BRIDGE PIER E OF THE
 BX0183'TRACK.  AT MILEAGE 171 PLUS 16 1/4 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0188 ***********************************************************************
 BX0188  DESIGNATION -  RV 173+11 LARR
 BX0188  PID         -  BX0188
 BX0188  STATE/COUNTY-  LA/LA SALLE
 BX0188  USGS QUAD   -  LITTLE CREEK (1985)
 BX0188
 BX0188                         *CURRENT SURVEY CONTROL
 BX0188  ___________________________________________________________________
 BX0188* NAD 83(1986)-  31 44 03.     (N)    092 19 16.     (W)     SCALED    
 BX0188* NAVD 88     -        24.21   (+/-2cm)      79.4    (feet)  VERTCON   
 BX0188  ___________________________________________________________________
 BX0188  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0188
 BX0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0188
 BX0188.The horizontal coordinates were scaled from a topographic map and have
 BX0188.an estimated accuracy of +/- 6 seconds.
 BX0188
 BX0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0188.The vertical order pertains to the NGVD 29 superseded value.
 BX0188
 BX0188.The geoid height was determined by GEOID03.
 BX0188
 BX0188;                    North         East    Units  Estimated Accuracy
 BX0188;SPC LA N     -   136,850.    1,016,950.      MT  (+/- 180 meters Scaled)
 BX0188
 BX0188                          SUPERSEDED SURVEY CONTROL
 BX0188
 BX0188  NGVD 29 (??/??/??)   24.221  (m)           79.47   (f) ADJUSTED    2 0
 BX0188
 BX0188.Superseded values are not recommended for survey control.
 BX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0188.See file dsdata.txt to determine how the superseded data were derived.
 BX0188
 BX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR643111(NAD 83)
 BX0188_MARKER: R = RIVET
 BX0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0188_SP_SET: CULVERT
 BX0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0188
 BX0188  HISTORY     - Date     Condition        Report By
 BX0188  HISTORY     - UNK      MONUMENTED       LARR
 BX0188  HISTORY     - 1935     GOOD             CGS
 BX0188  HISTORY     - 1950     GOOD             CGS
 BX0188
 BX0188                          STATION DESCRIPTION
 BX0188
 BX0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0188'4.2 MI SE FROM GEORGETOWN.
 BX0188'4.2 MI SE OF STATION ALONG THE L AND A R R E OF THE TRACK SET IN A BOX
 BX0188'CULVERT.  AT MILEAGE 173 PLUS 11 POLES.
 BX0188
 BX0188                          STATION RECOVERY (1950)
 BX0188
 BX0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0187 ***********************************************************************
 BX0187  DESIGNATION -  RV 173+4 1/2 LARR
 BX0187  PID         -  BX0187
 BX0187  STATE/COUNTY-  LA/LA SALLE
 BX0187  USGS QUAD   -  LITTLE CREEK (1985)
 BX0187
 BX0187                         *CURRENT SURVEY CONTROL
 BX0187  ___________________________________________________________________
 BX0187* NAD 83(1986)-  31 44 16.     (N)    092 19 39.     (W)     SCALED    
 BX0187* NAVD 88     -        22.60   (+/-2cm)      74.1    (feet)  VERTCON   
 BX0187  ___________________________________________________________________
 BX0187  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0187
 BX0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0187
 BX0187.The horizontal coordinates were scaled from a topographic map and have
 BX0187.an estimated accuracy of +/- 6 seconds.
 BX0187
 BX0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0187.The vertical order pertains to the NGVD 29 superseded value.
 BX0187
 BX0187.The geoid height was determined by GEOID03.
 BX0187
 BX0187;                    North         East    Units  Estimated Accuracy
 BX0187;SPC LA N     -   137,250.    1,016,350.      MT  (+/- 180 meters Scaled)
 BX0187
 BX0187                          SUPERSEDED SURVEY CONTROL
 BX0187
 BX0187  NGVD 29 (??/??/??)   22.609  (m)           74.18   (f) ADJUSTED    2 0
 BX0187
 BX0187.Superseded values are not recommended for survey control.
 BX0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0187.See file dsdata.txt to determine how the superseded data were derived.
 BX0187
 BX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR637115(NAD 83)
 BX0187_MARKER: R = RIVET
 BX0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0187_SP_SET: CULVERT
 BX0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0187
 BX0187  HISTORY     - Date     Condition        Report By
 BX0187  HISTORY     - UNK      MONUMENTED       LARR
 BX0187  HISTORY     - 1935     GOOD             CGS
 BX0187  HISTORY     - 1950     GOOD             CGS
 BX0187
 BX0187                          STATION DESCRIPTION
 BX0187
 BX0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0187'3.9 MI SE FROM GEORGETOWN.
 BX0187'3.9 MI SE OF STATION ALONG THE L AND A R R E OF TRACK IN A BOX
 BX0187'CULVERT.  AT MILEAGE 173 PLUS 4 1/2 POLES.
 BX0187
 BX0187                          STATION RECOVERY (1950)
 BX0187
 BX0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0189 ***********************************************************************
 BX0189  DESIGNATION -  RV 174 LARR
 BX0189  PID         -  BX0189
 BX0189  STATE/COUNTY-  LA/LA SALLE
 BX0189  USGS QUAD   -  LITTLE CREEK (1985)
 BX0189
 BX0189                         *CURRENT SURVEY CONTROL
 BX0189  ___________________________________________________________________
 BX0189* NAD 83(1986)-  31 43 57.     (N)    092 18 50.     (W)     SCALED    
 BX0189* NAVD 88     -        33.02   (+/-2cm)     108.3    (feet)  VERTCON   
 BX0189  ___________________________________________________________________
 BX0189  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0189
 BX0189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0189
 BX0189.The horizontal coordinates were scaled from a topographic map and have
 BX0189.an estimated accuracy of +/- 6 seconds.
 BX0189
 BX0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0189.The vertical order pertains to the NGVD 29 superseded value.
 BX0189
 BX0189.The geoid height was determined by GEOID03.
 BX0189
 BX0189;                    North         East    Units  Estimated Accuracy
 BX0189;SPC LA N     -   136,670.    1,017,640.      MT  (+/- 180 meters Scaled)
 BX0189
 BX0189                          SUPERSEDED SURVEY CONTROL
 BX0189
 BX0189  NGVD 29 (??/??/??)   33.021  (m)          108.34   (f) ADJUSTED    2 0
 BX0189
 BX0189.Superseded values are not recommended for survey control.
 BX0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0189.See file dsdata.txt to determine how the superseded data were derived.
 BX0189
 BX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR649109(NAD 83)
 BX0189_MARKER: R = RIVET
 BX0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0189+STABILITY: SURFACE MOTION
 BX0189
 BX0189  HISTORY     - Date     Condition        Report By
 BX0189  HISTORY     - UNK      MONUMENTED       LARR
 BX0189  HISTORY     - 1935     GOOD             CGS
 BX0189  HISTORY     - 1950     GOOD             CGS
 BX0189
 BX0189                          STATION DESCRIPTION
 BX0189
 BX0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0189'4.7 MI SE FROM GEORGETOWN.
 BX0189'4.7 MI SE OF STATION ALONG THE L AND A R R 25 FEET E OF TRACK.  AT
 BX0189'MILE POST 174.
 BX0189
 BX0189                          STATION RECOVERY (1950)
 BX0189
 BX0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0190 ***********************************************************************
 BX0190  DESIGNATION -  RV 174+10 1/2 LARR
 BX0190  PID         -  BX0190
 BX0190  STATE/COUNTY-  LA/LA SALLE
 BX0190  USGS QUAD   -  LITTLE CREEK (1985)
 BX0190
 BX0190                         *CURRENT SURVEY CONTROL
 BX0190  ___________________________________________________________________
 BX0190* NAD 83(1986)-  31 43 49.     (N)    092 18 21.     (W)     SCALED    
 BX0190* NAVD 88     -        40.07   (+/-2cm)     131.5    (feet)  VERTCON   
 BX0190  ___________________________________________________________________
 BX0190  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0190
 BX0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0190
 BX0190.The horizontal coordinates were scaled from a topographic map and have
 BX0190.an estimated accuracy of +/- 6 seconds.
 BX0190
 BX0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0190.The vertical order pertains to the NGVD 29 superseded value.
 BX0190
 BX0190.The geoid height was determined by GEOID03.
 BX0190
 BX0190;                    North         East    Units  Estimated Accuracy
 BX0190;SPC LA N     -   136,420.    1,018,400.      MT  (+/- 180 meters Scaled)
 BX0190
 BX0190                          SUPERSEDED SURVEY CONTROL
 BX0190
 BX0190  NGVD 29 (??/??/??)   40.074  (m)          131.48   (f) ADJUSTED    2 0
 BX0190
 BX0190.Superseded values are not recommended for survey control.
 BX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0190.See file dsdata.txt to determine how the superseded data were derived.
 BX0190
 BX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR657107(NAD 83)
 BX0190_MARKER: R = RIVET
 BX0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0190+STABILITY: SURFACE MOTION
 BX0190
 BX0190  HISTORY     - Date     Condition        Report By
 BX0190  HISTORY     - UNK      MONUMENTED       LARR
 BX0190  HISTORY     - 1935     GOOD             CGS
 BX0190  HISTORY     - 1950     GOOD             CGS
 BX0190
 BX0190                          STATION DESCRIPTION
 BX0190
 BX0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0190'5.2 MI SE FROM GEORGETOWN.
 BX0190'5.2 MI SE OF STATION ALONG THE L AND A R R 25 FEET E OF CENTER OF
 BX0190'TRACK.  AT MILEAGE 174 PLUS 10 1/2 POLES.
 BX0190
 BX0190                          STATION RECOVERY (1950)
 BX0190
 BX0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0193 ***********************************************************************
 BX0193  DESIGNATION -  RV 175+10 LARR
 BX0193  PID         -  BX0193
 BX0193  STATE/COUNTY-  LA/LA SALLE
 BX0193  USGS QUAD   -  LITTLE CREEK (1985)
 BX0193
 BX0193                         *CURRENT SURVEY CONTROL
 BX0193  ___________________________________________________________________
 BX0193* NAD 83(1986)-  31 43 10.     (N)    092 17 39.     (W)     SCALED    
 BX0193* NAVD 88     -        40.93   (+/-2cm)     134.3    (feet)  VERTCON   
 BX0193  ___________________________________________________________________
 BX0193  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0193
 BX0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0193
 BX0193.The horizontal coordinates were scaled from a topographic map and have
 BX0193.an estimated accuracy of +/- 6 seconds.
 BX0193
 BX0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0193.The vertical order pertains to the NGVD 29 superseded value.
 BX0193
 BX0193.The geoid height was determined by GEOID03.
 BX0193
 BX0193;                    North         East    Units  Estimated Accuracy
 BX0193;SPC LA N     -   135,220.    1,019,510.      MT  (+/- 180 meters Scaled)
 BX0193
 BX0193                          SUPERSEDED SURVEY CONTROL
 BX0193
 BX0193  NGVD 29 (??/??/??)   40.936  (m)          134.30   (f) ADJUSTED    2 0
 BX0193
 BX0193.Superseded values are not recommended for survey control.
 BX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0193.See file dsdata.txt to determine how the superseded data were derived.
 BX0193
 BX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR668095(NAD 83)
 BX0193_MARKER: R = RIVET
 BX0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0193+STABILITY: SURFACE MOTION
 BX0193
 BX0193  HISTORY     - Date     Condition        Report By
 BX0193  HISTORY     - UNK      MONUMENTED       LARR
 BX0193  HISTORY     - 1935     GOOD             CGS
 BX0193  HISTORY     - 1950     GOOD             CGS
 BX0193
 BX0193                          STATION DESCRIPTION
 BX0193
 BX0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0193'6.2 MI SE FROM GEORGETOWN.
 BX0193'6.2 MI SE OF STATION ALONG THE L AND A R R ON N SIDE OF THE TRACK AND
 BX0193'AT MILEAGE 175 PLUS 10 POLES.
 BX0193
 BX0193                          STATION RECOVERY (1950)
 BX0193
 BX0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0196 ***********************************************************************
 BX0196  DESIGNATION -  RV 176+15 1/2 LARR
 BX0196  PID         -  BX0196
 BX0196  STATE/COUNTY-  LA/LA SALLE
 BX0196  USGS QUAD   -  LITTLE CREEK (1985)
 BX0196
 BX0196                         *CURRENT SURVEY CONTROL
 BX0196  ___________________________________________________________________
 BX0196* NAD 83(1986)-  31 42 29.     (N)    092 16 51.     (W)     SCALED    
 BX0196* NAVD 88     -        34.12   (+/-2cm)     111.9    (feet)  VERTCON   
 BX0196  ___________________________________________________________________
 BX0196  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0196
 BX0196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0196
 BX0196.The horizontal coordinates were scaled from a topographic map and have
 BX0196.an estimated accuracy of +/- 6 seconds.
 BX0196
 BX0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0196.The vertical order pertains to the NGVD 29 superseded value.
 BX0196
 BX0196.The geoid height was determined by GEOID03.
 BX0196
 BX0196;                    North         East    Units  Estimated Accuracy
 BX0196;SPC LA N     -   133,960.    1,020,770.      MT  (+/- 180 meters Scaled)
 BX0196
 BX0196                          SUPERSEDED SURVEY CONTROL
 BX0196
 BX0196  NGVD 29 (??/??/??)   34.120  (m)          111.94   (f) ADJUSTED    2 0
 BX0196
 BX0196.Superseded values are not recommended for survey control.
 BX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0196.See file dsdata.txt to determine how the superseded data were derived.
 BX0196
 BX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR681083(NAD 83)
 BX0196_MARKER: R = RIVET
 BX0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0196_SP_SET: CULVERT
 BX0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0196
 BX0196  HISTORY     - Date     Condition        Report By
 BX0196  HISTORY     - UNK      MONUMENTED       LARR
 BX0196  HISTORY     - 1935     GOOD             CGS
 BX0196  HISTORY     - 1950     GOOD             CGS
 BX0196
 BX0196                          STATION DESCRIPTION
 BX0196
 BX0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0196'7.1 MI W FROM TROUT.
 BX0196'7.1 MI W OF AND ALONG THE L AND A R R IN A CONCRETE BOX CULVERT E OF
 BX0196'TRACK.  AT MILEAGE 176 PLUS 15 1/2  POLES.
 BX0196
 BX0196                          STATION RECOVERY (1950)
 BX0196
 BX0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0198 ***********************************************************************
 BX0198  DESIGNATION -  RV 177+9 LARR
 BX0198  PID         -  BX0198
 BX0198  STATE/COUNTY-  LA/LA SALLE
 BX0198  USGS QUAD   -  LITTLE CREEK (1985)
 BX0198
 BX0198                         *CURRENT SURVEY CONTROL
 BX0198  ___________________________________________________________________
 BX0198* NAD 83(1986)-  31 41 58.     (N)    092 16 18.     (W)     SCALED    
 BX0198* NAVD 88     -        38.13   (+/-2cm)     125.1    (feet)  VERTCON   
 BX0198  ___________________________________________________________________
 BX0198  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0198
 BX0198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0198
 BX0198.The horizontal coordinates were scaled from a topographic map and have
 BX0198.an estimated accuracy of +/- 6 seconds.
 BX0198
 BX0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0198.The vertical order pertains to the NGVD 29 superseded value.
 BX0198
 BX0198.The geoid height was determined by GEOID03.
 BX0198
 BX0198;                    North         East    Units  Estimated Accuracy
 BX0198;SPC LA N     -   133,010.    1,021,640.      MT  (+/- 180 meters Scaled)
 BX0198
 BX0198                          SUPERSEDED SURVEY CONTROL
 BX0198
 BX0198  NGVD 29 (??/??/??)   38.135  (m)          125.11   (f) ADJUSTED    2 0
 BX0198
 BX0198.Superseded values are not recommended for survey control.
 BX0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0198.See file dsdata.txt to determine how the superseded data were derived.
 BX0198
 BX0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR690073(NAD 83)
 BX0198_MARKER: R = RIVET
 BX0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0198_SP_SET: CULVERT
 BX0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0198
 BX0198  HISTORY     - Date     Condition        Report By
 BX0198  HISTORY     - UNK      MONUMENTED       LARR
 BX0198  HISTORY     - 1935     GOOD             CGS
 BX0198
 BX0198                          STATION DESCRIPTION
 BX0198
 BX0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0198'6.1 MI W FROM TROUT.
 BX0198'6.1 MI W OF AND THE L AND A R R E OF THE TRACK SET IN A CONCRETE BOX
 BX0198'CULVERT AT MILEAGE 177 PLUS 9 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0199 ***********************************************************************
 BX0199  DESIGNATION -  RV 178 LARR
 BX0199  PID         -  BX0199
 BX0199  STATE/COUNTY-  LA/LA SALLE
 BX0199  USGS QUAD   -  LITTLE CREEK (1985)
 BX0199
 BX0199                         *CURRENT SURVEY CONTROL
 BX0199  ___________________________________________________________________
 BX0199* NAD 83(1986)-  31 41 42.     (N)    092 15 53.     (W)     SCALED    
 BX0199* NAVD 88     -        36.20   (+/-2cm)     118.8    (feet)  VERTCON   
 BX0199  ___________________________________________________________________
 BX0199  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0199
 BX0199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0199
 BX0199.The horizontal coordinates were scaled from a topographic map and have
 BX0199.an estimated accuracy of +/- 6 seconds.
 BX0199
 BX0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0199.The vertical order pertains to the NGVD 29 superseded value.
 BX0199
 BX0199.The geoid height was determined by GEOID03.
 BX0199
 BX0199;                    North         East    Units  Estimated Accuracy
 BX0199;SPC LA N     -   132,520.    1,022,300.      MT  (+/- 180 meters Scaled)
 BX0199
 BX0199                          SUPERSEDED SURVEY CONTROL
 BX0199
 BX0199  NGVD 29 (??/??/??)   36.200  (m)          118.77   (f) ADJUSTED    2 0
 BX0199
 BX0199.Superseded values are not recommended for survey control.
 BX0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0199.See file dsdata.txt to determine how the superseded data were derived.
 BX0199
 BX0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR696068(NAD 83)
 BX0199_MARKER: R = RIVET
 BX0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0199+STABILITY: SURFACE MOTION
 BX0199
 BX0199  HISTORY     - Date     Condition        Report By
 BX0199  HISTORY     - UNK      MONUMENTED       LARR
 BX0199  HISTORY     - 1935     GOOD             CGS
 BX0199
 BX0199                          STATION DESCRIPTION
 BX0199
 BX0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0199'5.5 MI W FROM TROUT.
 BX0199'5.5 MI W OF AND ALONG THE L AND A R R 25 FEET E OF CENTER OF TRACK. AT
 BX0199'MILEAGE 178.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0200 ***********************************************************************
 BX0200  DESIGNATION -  RV 178+10 LARR
 BX0200  PID         -  BX0200
 BX0200  STATE/COUNTY-  LA/LA SALLE
 BX0200  USGS QUAD   -  LITTLE CREEK (1985)
 BX0200
 BX0200                         *CURRENT SURVEY CONTROL
 BX0200  ___________________________________________________________________
 BX0200* NAD 83(1986)-  31 41 37.     (N)    092 15 26.     (W)     SCALED    
 BX0200* NAVD 88     -        30.29   (+/-2cm)      99.4    (feet)  VERTCON   
 BX0200  ___________________________________________________________________
 BX0200  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0200
 BX0200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0200
 BX0200.The horizontal coordinates were scaled from a topographic map and have
 BX0200.an estimated accuracy of +/- 6 seconds.
 BX0200
 BX0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0200.The vertical order pertains to the NGVD 29 superseded value.
 BX0200
 BX0200.The geoid height was determined by GEOID03.
 BX0200
 BX0200;                    North         East    Units  Estimated Accuracy
 BX0200;SPC LA N     -   132,370.    1,023,020.      MT  (+/- 180 meters Scaled)
 BX0200
 BX0200                          SUPERSEDED SURVEY CONTROL
 BX0200
 BX0200  NGVD 29 (??/??/??)   30.285  (m)           99.36   (f) ADJUSTED    2 0
 BX0200
 BX0200.Superseded values are not recommended for survey control.
 BX0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0200.See file dsdata.txt to determine how the superseded data were derived.
 BX0200
 BX0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR703067(NAD 83)
 BX0200_MARKER: R = RIVET
 BX0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0200+STABILITY: SURFACE MOTION
 BX0200
 BX0200  HISTORY     - Date     Condition        Report By
 BX0200  HISTORY     - UNK      MONUMENTED       LARR
 BX0200  HISTORY     - 1935     GOOD             CGS
 BX0200
 BX0200                          STATION DESCRIPTION
 BX0200
 BX0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0200'4.9 MI W FROM TROUT.
 BX0200'4.9 MI W OF AND ALONG THE L AND A R R 25 FEET E OF CENTER OF TRACK AND
 BX0200'AT MILEAGE 178 PLUS 10 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0201 ***********************************************************************
 BX0201  DESIGNATION -  RV 179 LARR
 BX0201  PID         -  BX0201
 BX0201  STATE/COUNTY-  LA/LA SALLE
 BX0201  USGS QUAD   -  LITTLE CREEK (1985)
 BX0201
 BX0201                         *CURRENT SURVEY CONTROL
 BX0201  ___________________________________________________________________
 BX0201* NAD 83(1986)-  31 41 28.     (N)    092 15 01.     (W)     SCALED    
 BX0201* NAVD 88     -        26.21   (+/-2cm)      86.0    (feet)  VERTCON   
 BX0201  ___________________________________________________________________
 BX0201  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0201
 BX0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0201
 BX0201.The horizontal coordinates were scaled from a topographic map and have
 BX0201.an estimated accuracy of +/- 6 seconds.
 BX0201
 BX0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0201.The vertical order pertains to the NGVD 29 superseded value.
 BX0201
 BX0201.The geoid height was determined by GEOID03.
 BX0201
 BX0201;                    North         East    Units  Estimated Accuracy
 BX0201;SPC LA N     -   132,090.    1,023,670.      MT  (+/- 180 meters Scaled)
 BX0201
 BX0201                          SUPERSEDED SURVEY CONTROL
 BX0201
 BX0201  NGVD 29 (??/??/??)   26.212  (m)           86.00   (f) ADJUSTED    2 0
 BX0201
 BX0201.Superseded values are not recommended for survey control.
 BX0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0201.See file dsdata.txt to determine how the superseded data were derived.
 BX0201
 BX0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR710064(NAD 83)
 BX0201_MARKER: R = RIVET
 BX0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0201+STABILITY: SURFACE MOTION
 BX0201
 BX0201  HISTORY     - Date     Condition        Report By
 BX0201  HISTORY     - UNK      MONUMENTED       LARR
 BX0201  HISTORY     - 1935     GOOD             CGS
 BX0201
 BX0201                          STATION DESCRIPTION
 BX0201
 BX0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0201'4.4 MI W FROM TROUT.
 BX0201'4.4 MI W OF AND ALONG THE L AND A R R 25 FEET E OF CENTER OF TRACK. AT
 BX0201'MILEAGE 179.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0203 ***********************************************************************
 BX0203  DESIGNATION -  RV 179+11 1/2 LARR
 BX0203  PID         -  BX0203
 BX0203  STATE/COUNTY-  LA/LA SALLE
 BX0203  USGS QUAD   -  JENA WEST (1985)
 BX0203
 BX0203                         *CURRENT SURVEY CONTROL
 BX0203  ___________________________________________________________________
 BX0203* NAD 83(1986)-  31 41 27.     (N)    092 14 34.     (W)     SCALED    
 BX0203* NAVD 88     -        30.05   (+/-2cm)      98.6    (feet)  VERTCON   
 BX0203  ___________________________________________________________________
 BX0203  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0203
 BX0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0203
 BX0203.The horizontal coordinates were scaled from a topographic map and have
 BX0203.an estimated accuracy of +/- 6 seconds.
 BX0203
 BX0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0203.The vertical order pertains to the NGVD 29 superseded value.
 BX0203
 BX0203.The geoid height was determined by GEOID03.
 BX0203
 BX0203;                    North         East    Units  Estimated Accuracy
 BX0203;SPC LA N     -   132,060.    1,024,390.      MT  (+/- 180 meters Scaled)
 BX0203
 BX0203                          SUPERSEDED SURVEY CONTROL
 BX0203
 BX0203  NGVD 29 (??/??/??)   30.053  (m)           98.60   (f) ADJUSTED    2 0
 BX0203
 BX0203.Superseded values are not recommended for survey control.
 BX0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0203.See file dsdata.txt to determine how the superseded data were derived.
 BX0203
 BX0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR717064(NAD 83)
 BX0203_MARKER: R = RIVET
 BX0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0203+STABILITY: SURFACE MOTION
 BX0203
 BX0203  HISTORY     - Date     Condition        Report By
 BX0203  HISTORY     - UNK      MONUMENTED       LARR
 BX0203  HISTORY     - 1935     GOOD             CGS
 BX0203
 BX0203                          STATION DESCRIPTION
 BX0203
 BX0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0203'3.8 MI W FROM TROUT.
 BX0203'3.8 MI W OF AND ALONG THE L AND A R R 25 FEET E OF CENTER OF CRACK. AT
 BX0203'MILEAGE 179 PLUS 11 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0204 ***********************************************************************
 BX0204  DESIGNATION -  RV 180 LARR
 BX0204  PID         -  BX0204
 BX0204  STATE/COUNTY-  LA/LA SALLE
 BX0204  USGS QUAD   -  JENA WEST (1985)
 BX0204
 BX0204                         *CURRENT SURVEY CONTROL
 BX0204  ___________________________________________________________________
 BX0204* NAD 83(1986)-  31 41 36.     (N)    092 14 06.     (W)     SCALED    
 BX0204* NAVD 88     -        29.59   (+/-2cm)      97.1    (feet)  VERTCON   
 BX0204  ___________________________________________________________________
 BX0204  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0204
 BX0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0204
 BX0204.The horizontal coordinates were scaled from a topographic map and have
 BX0204.an estimated accuracy of +/- 6 seconds.
 BX0204
 BX0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0204.The vertical order pertains to the NGVD 29 superseded value.
 BX0204
 BX0204.The geoid height was determined by GEOID03.
 BX0204
 BX0204;                    North         East    Units  Estimated Accuracy
 BX0204;SPC LA N     -   132,340.    1,025,120.      MT  (+/- 180 meters Scaled)
 BX0204
 BX0204                          SUPERSEDED SURVEY CONTROL
 BX0204
 BX0204  NGVD 29 (??/??/??)   29.590  (m)           97.08   (f) ADJUSTED    2 0
 BX0204
 BX0204.Superseded values are not recommended for survey control.
 BX0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0204.See file dsdata.txt to determine how the superseded data were derived.
 BX0204
 BX0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR724066(NAD 83)
 BX0204_MARKER: R = RIVET
 BX0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0204_SP_SET: CULVERT
 BX0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0204
 BX0204  HISTORY     - Date     Condition        Report By
 BX0204  HISTORY     - UNK      MONUMENTED       LARR
 BX0204  HISTORY     - 1935     GOOD             CGS
 BX0204
 BX0204                          STATION DESCRIPTION
 BX0204
 BX0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0204'3.4 MI W FROM TROUT.
 BX0204'3.4 MI W OF AND ALONG THE L AND A R R SET IN A CONCRETE BOX CULVERT E
 BX0204'OF TRACK.  AT MILEPOST 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0206 ***********************************************************************
 BX0206  DESIGNATION -  RV 180+12 LARR
 BX0206  PID         -  BX0206
 BX0206  STATE/COUNTY-  LA/LA SALLE
 BX0206  USGS QUAD   -  JENA WEST (1985)
 BX0206
 BX0206                         *CURRENT SURVEY CONTROL
 BX0206  ___________________________________________________________________
 BX0206* NAD 83(1986)-  31 41 52.     (N)    092 13 30.     (W)     SCALED    
 BX0206* NAVD 88     -        33.09   (+/-2cm)     108.6    (feet)  VERTCON   
 BX0206  ___________________________________________________________________
 BX0206  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0206
 BX0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0206
 BX0206.The horizontal coordinates were scaled from a topographic map and have
 BX0206.an estimated accuracy of +/- 6 seconds.
 BX0206
 BX0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0206.The vertical order pertains to the NGVD 29 superseded value.
 BX0206
 BX0206.The geoid height was determined by GEOID03.
 BX0206
 BX0206;                    North         East    Units  Estimated Accuracy
 BX0206;SPC LA N     -   132,840.    1,026,070.      MT  (+/- 180 meters Scaled)
 BX0206
 BX0206                          SUPERSEDED SURVEY CONTROL
 BX0206
 BX0206  NGVD 29 (??/??/??)   33.090  (m)          108.56   (f) ADJUSTED    2 0
 BX0206
 BX0206.Superseded values are not recommended for survey control.
 BX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0206.See file dsdata.txt to determine how the superseded data were derived.
 BX0206
 BX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR734071(NAD 83)
 BX0206_MARKER: R = RIVET
 BX0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0206_SP_SET: CULVERT
 BX0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0206
 BX0206  HISTORY     - Date     Condition        Report By
 BX0206  HISTORY     - UNK      MONUMENTED       LARR
 BX0206  HISTORY     - 1935     GOOD             CGS
 BX0206
 BX0206                          STATION DESCRIPTION
 BX0206
 BX0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0206'2.8 MI W FROM TROUT.
 BX0206'2.8 MI W OF AND ALONG THE L AND A R R SET IN A CONCRETE BOX CULVERT E
 BX0206'OF TRACK.  AT MILEAGE 180 PLUS 12 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0209 ***********************************************************************
 BX0209  DESIGNATION -  RV 181+17 1/2 LARR
 BX0209  PID         -  BX0209
 BX0209  STATE/COUNTY-  LA/LA SALLE
 BX0209  USGS QUAD   -  JENA WEST (1985)
 BX0209
 BX0209                         *CURRENT SURVEY CONTROL
 BX0209  ___________________________________________________________________
 BX0209* NAD 83(1986)-  31 42 07.     (N)    092 12 16.     (W)     SCALED    
 BX0209* NAVD 88     -        40.92   (+/-2cm)     134.3    (feet)  VERTCON   
 BX0209  ___________________________________________________________________
 BX0209  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0209
 BX0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0209
 BX0209.The horizontal coordinates were scaled from a topographic map and have
 BX0209.an estimated accuracy of +/- 6 seconds.
 BX0209
 BX0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0209.The vertical order pertains to the NGVD 29 superseded value.
 BX0209
 BX0209.The geoid height was determined by GEOID03.
 BX0209
 BX0209;                    North         East    Units  Estimated Accuracy
 BX0209;SPC LA N     -   133,300.    1,028,020.      MT  (+/- 180 meters Scaled)
 BX0209
 BX0209                          SUPERSEDED SURVEY CONTROL
 BX0209
 BX0209  NGVD 29 (??/??/??)   40.918  (m)          134.25   (f) ADJUSTED    2 0
 BX0209
 BX0209.Superseded values are not recommended for survey control.
 BX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0209.See file dsdata.txt to determine how the superseded data were derived.
 BX0209
 BX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR753076(NAD 83)
 BX0209_MARKER: R = RIVET
 BX0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0209_SP_SET: CULVERT
 BX0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0209
 BX0209  HISTORY     - Date     Condition        Report By
 BX0209  HISTORY     - UNK      MONUMENTED       LARR
 BX0209  HISTORY     - 1935     GOOD             CGS
 BX0209  HISTORY     - 1950     GOOD             CGS
 BX0209
 BX0209                          STATION DESCRIPTION
 BX0209
 BX0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0209'1.6 MI W FROM TROUT.
 BX0209'1.6 MI W OF AND ALONG THE L AND A R R E OF THE TRACK IN A CONCRETE BOX
 BX0209'CULVERT.  AT MILEAGE 181 PLUS 17 1/2 POLES.
 BX0209
 BX0209                          STATION RECOVERY (1950)
 BX0209
 BX0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0208 ***********************************************************************
 BX0208  DESIGNATION -  RV 181+3 LARR
 BX0208  PID         -  BX0208
 BX0208  STATE/COUNTY-  LA/LA SALLE
 BX0208  USGS QUAD   -  JENA WEST (1985)
 BX0208
 BX0208                         *CURRENT SURVEY CONTROL
 BX0208  ___________________________________________________________________
 BX0208* NAD 83(1986)-  31 42 10.     (N)    092 12 47.     (W)     SCALED    
 BX0208* NAVD 88     -        36.78   (+/-2cm)     120.7    (feet)  VERTCON   
 BX0208  ___________________________________________________________________
 BX0208  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0208
 BX0208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0208
 BX0208.The horizontal coordinates were scaled from a topographic map and have
 BX0208.an estimated accuracy of +/- 6 seconds.
 BX0208
 BX0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0208.The vertical order pertains to the NGVD 29 superseded value.
 BX0208
 BX0208.The geoid height was determined by GEOID03.
 BX0208
 BX0208;                    North         East    Units  Estimated Accuracy
 BX0208;SPC LA N     -   133,390.    1,027,200.      MT  (+/- 180 meters Scaled)
 BX0208
 BX0208                          SUPERSEDED SURVEY CONTROL
 BX0208
 BX0208  NGVD 29 (??/??/??)   36.775  (m)          120.65   (f) ADJUSTED    2 0
 BX0208
 BX0208.Superseded values are not recommended for survey control.
 BX0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0208.See file dsdata.txt to determine how the superseded data were derived.
 BX0208
 BX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR745077(NAD 83)
 BX0208_MARKER: R = RIVET
 BX0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0208_SP_SET: CULVERT
 BX0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0208
 BX0208  HISTORY     - Date     Condition        Report By
 BX0208  HISTORY     - UNK      MONUMENTED       LARR
 BX0208  HISTORY     - 1935     GOOD             CGS
 BX0208
 BX0208                          STATION DESCRIPTION
 BX0208
 BX0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0208'2.1 MI W FROM TROUT.
 BX0208'2.1 MI W OF AND ALONG THE L AND A R R SET IN A CONCRETE BOX CULVERT E
 BX0208'OF TRACK.  AT MILEAGE 181 PLUS 3 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0211 ***********************************************************************
 BX0211  DESIGNATION -  RV 183 LARR
 BX0211  PID         -  BX0211
 BX0211  STATE/COUNTY-  LA/LA SALLE
 BX0211  USGS QUAD   -  JENA WEST (1985)
 BX0211
 BX0211                         *CURRENT SURVEY CONTROL
 BX0211  ___________________________________________________________________
 BX0211* NAD 83(1986)-  31 41 40.     (N)    092 11 12.     (W)     SCALED    
 BX0211* NAVD 88     -        59.94   (+/-2cm)     196.7    (feet)  VERTCON   
 BX0211  ___________________________________________________________________
 BX0211  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0211
 BX0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0211
 BX0211.The horizontal coordinates were scaled from a topographic map and have
 BX0211.an estimated accuracy of +/- 6 seconds.
 BX0211
 BX0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0211.The vertical order pertains to the NGVD 29 superseded value.
 BX0211
 BX0211.The geoid height was determined by GEOID03.
 BX0211
 BX0211;                    North         East    Units  Estimated Accuracy
 BX0211;SPC LA N     -   132,480.    1,029,700.      MT  (+/- 180 meters Scaled)
 BX0211
 BX0211                          SUPERSEDED SURVEY CONTROL
 BX0211
 BX0211  NGVD 29 (??/??/??)   59.936  (m)          196.64   (f) ADJUSTED    2 0
 BX0211
 BX0211.Superseded values are not recommended for survey control.
 BX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0211.See file dsdata.txt to determine how the superseded data were derived.
 BX0211
 BX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR770068(NAD 83)
 BX0211_MARKER: R = RIVET
 BX0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0211+STABILITY: SURFACE MOTION
 BX0211
 BX0211  HISTORY     - Date     Condition        Report By
 BX0211  HISTORY     - UNK      MONUMENTED       LARR
 BX0211  HISTORY     - 1935     GOOD             CGS
 BX0211  HISTORY     - 1950     GOOD             CGS
 BX0211
 BX0211                          STATION DESCRIPTION
 BX0211
 BX0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0211'0.4 MI W FROM TROUT.
 BX0211'0.4 MILE W OF AND ALONG THE L AND A R R 25 FEET E OF TRACK.  AT MILE
 BX0211'POST 183.
 BX0211
 BX0211                          STATION RECOVERY (1950)
 BX0211
 BX0211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0213 ***********************************************************************
 BX0213  DESIGNATION -  RV 183+19 1/2 LARR
 BX0213  PID         -  BX0213
 BX0213  STATE/COUNTY-  LA/LA SALLE
 BX0213  USGS QUAD   -  JENA WEST (1985)
 BX0213
 BX0213                         *CURRENT SURVEY CONTROL
 BX0213  ___________________________________________________________________
 BX0213* NAD 83(1986)-  31 41 36.     (N)    092 10 11.     (W)     SCALED    
 BX0213* NAVD 88     -        55.25   (+/-2cm)     181.3    (feet)  VERTCON   
 BX0213  ___________________________________________________________________
 BX0213  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0213
 BX0213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0213
 BX0213.The horizontal coordinates were scaled from a topographic map and have
 BX0213.an estimated accuracy of +/- 6 seconds.
 BX0213
 BX0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0213.The vertical order pertains to the NGVD 29 superseded value.
 BX0213
 BX0213.The geoid height was determined by GEOID03.
 BX0213
 BX0213;                    North         East    Units  Estimated Accuracy
 BX0213;SPC LA N     -   132,360.    1,031,310.      MT  (+/- 180 meters Scaled)
 BX0213
 BX0213                          SUPERSEDED SURVEY CONTROL
 BX0213
 BX0213  NGVD 29 (??/??/??)   55.244  (m)          181.25   (f) ADJUSTED    2 0
 BX0213
 BX0213.Superseded values are not recommended for survey control.
 BX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0213.See file dsdata.txt to determine how the superseded data were derived.
 BX0213
 BX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR786067(NAD 83)
 BX0213_MARKER: R = RIVET
 BX0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0213+STABILITY: SURFACE MOTION
 BX0213
 BX0213  HISTORY     - Date     Condition        Report By
 BX0213  HISTORY     - UNK      MONUMENTED       LARR
 BX0213  HISTORY     - 1935     GOOD             CGS
 BX0213
 BX0213                          STATION DESCRIPTION
 BX0213
 BX0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0213'0.2 MI E FROM TROUT.
 BX0213'0.2 MI E OF AND ALONG THE L AND A R R 25 FEET E OF CENTER OF TRACK. AT
 BX0213'MILEAGE 183 PLUS 19 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0214 ***********************************************************************
 BX0214  DESIGNATION -  RV 184+9 1/2 LARR
 BX0214  PID         -  BX0214
 BX0214  STATE/COUNTY-  LA/LA SALLE
 BX0214  USGS QUAD   -  JENA WEST (1985)
 BX0214
 BX0214                         *CURRENT SURVEY CONTROL
 BX0214  ___________________________________________________________________
 BX0214* NAD 83(1986)-  31 41 33.     (N)    092 09 40.     (W)     SCALED    
 BX0214* NAVD 88     -        64.38   (+/-2cm)     211.2    (feet)  VERTCON   
 BX0214  ___________________________________________________________________
 BX0214  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0214
 BX0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0214
 BX0214.The horizontal coordinates were scaled from a topographic map and have
 BX0214.an estimated accuracy of +/- 6 seconds.
 BX0214
 BX0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0214.The vertical order pertains to the NGVD 29 superseded value.
 BX0214
 BX0214.The geoid height was determined by GEOID03.
 BX0214
 BX0214;                    North         East    Units  Estimated Accuracy
 BX0214;SPC LA N     -   132,270.    1,032,130.      MT  (+/- 180 meters Scaled)
 BX0214
 BX0214                          SUPERSEDED SURVEY CONTROL
 BX0214
 BX0214  NGVD 29 (??/??/??)   64.371  (m)          211.19   (f) ADJUSTED    2 0
 BX0214
 BX0214.Superseded values are not recommended for survey control.
 BX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0214.See file dsdata.txt to determine how the superseded data were derived.
 BX0214
 BX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR795066(NAD 83)
 BX0214_MARKER: R = RIVET
 BX0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0214+STABILITY: SURFACE MOTION
 BX0214
 BX0214  HISTORY     - Date     Condition        Report By
 BX0214  HISTORY     - UNK      MONUMENTED       LARR
 BX0214  HISTORY     - 1935     GOOD             CGS
 BX0214
 BX0214                          STATION DESCRIPTION
 BX0214
 BX0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0214'0.8 MI E FROM TROUT.
 BX0214'0.8 MI E OF AND ALONG THE L AND A R R 25 FEET E OF TRACK.  AT MILEAGE
 BX0214'184 PLUS 9 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0217 ***********************************************************************
 BX0217  DESIGNATION -  RV 186 LARR
 BX0217  PID         -  BX0217
 BX0217  STATE/COUNTY-  LA/LA SALLE
 BX0217  USGS QUAD   -  JENA WEST (1985)
 BX0217
 BX0217                         *CURRENT SURVEY CONTROL
 BX0217  ___________________________________________________________________
 BX0217* NAD 83(1986)-  31 41 12.     (N)    092 08 21.     (W)     SCALED    
 BX0217* NAVD 88     -        49.13   (+/-2cm)     161.2    (feet)  VERTCON   
 BX0217  ___________________________________________________________________
 BX0217  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX0217
 BX0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0217
 BX0217.The horizontal coordinates were scaled from a topographic map and have
 BX0217.an estimated accuracy of +/- 6 seconds.
 BX0217
 BX0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0217.The vertical order pertains to the NGVD 29 superseded value.
 BX0217
 BX0217.The geoid height was determined by GEOID03.
 BX0217
 BX0217;                    North         East    Units  Estimated Accuracy
 BX0217;SPC LA N     -   131,630.    1,034,210.      MT  (+/- 180 meters Scaled)
 BX0217
 BX0217                          SUPERSEDED SURVEY CONTROL
 BX0217
 BX0217  NGVD 29 (??/??/??)   49.123  (m)          161.16   (f) ADJUSTED    2 0
 BX0217
 BX0217.Superseded values are not recommended for survey control.
 BX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0217.See file dsdata.txt to determine how the superseded data were derived.
 BX0217
 BX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR815060(NAD 83)
 BX0217_MARKER: R = RIVET
 BX0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0217+STABILITY: SURFACE MOTION
 BX0217
 BX0217  HISTORY     - Date     Condition        Report By
 BX0217  HISTORY     - UNK      MONUMENTED       LARR
 BX0217  HISTORY     - 1935     GOOD             CGS
 BX0217
 BX0217                          STATION DESCRIPTION
 BX0217
 BX0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0217'0.4 MI NW FROM JENA.
 BX0217'0.4 MI NW OF ALONG THE L AND A R R 17 FEET E OF CENTER OF TRACK. AT
 BX0217'MILEAGE 186.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0220 ***********************************************************************
 BX0220  DESIGNATION -  RV 186+14 LARR
 BX0220  PID         -  BX0220
 BX0220  STATE/COUNTY-  LA/LA SALLE
 BX0220  USGS QUAD   -  JENA WEST (1985)
 BX0220
 BX0220                         *CURRENT SURVEY CONTROL
 BX0220  ___________________________________________________________________
 BX0220* NAD 83(1986)-  31 40 55.     (N)    092 07 57.     (W)     SCALED    
 BX0220* NAVD 88     -        48.05   (+/-2cm)     157.6    (feet)  VERTCON   
 BX0220  ___________________________________________________________________
 BX0220  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX0220
 BX0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0220
 BX0220.The horizontal coordinates were scaled from a topographic map and have
 BX0220.an estimated accuracy of +/- 6 seconds.
 BX0220
 BX0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0220.The vertical order pertains to the NGVD 29 superseded value.
 BX0220
 BX0220.The geoid height was determined by GEOID03.
 BX0220
 BX0220;                    North         East    Units  Estimated Accuracy
 BX0220;SPC LA N     -   131,110.    1,034,840.      MT  (+/- 180 meters Scaled)
 BX0220
 BX0220                          SUPERSEDED SURVEY CONTROL
 BX0220
 BX0220  NGVD 29 (??/??/??)   48.040  (m)          157.61   (f) ADJUSTED    2 0
 BX0220
 BX0220.Superseded values are not recommended for survey control.
 BX0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0220.See file dsdata.txt to determine how the superseded data were derived.
 BX0220
 BX0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR822055(NAD 83)
 BX0220_MARKER: R = RIVET
 BX0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0220+STABILITY: SURFACE MOTION
 BX0220
 BX0220  HISTORY     - Date     Condition        Report By
 BX0220  HISTORY     - UNK      MONUMENTED       LARR
 BX0220  HISTORY     - 1935     GOOD             CGS
 BX0220  HISTORY     - 1949     MARK NOT FOUND   CGS
 BX0220
 BX0220                          STATION DESCRIPTION
 BX0220
 BX0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0220'IN JENA.
 BX0220'AT JENA AND ALONG THE L AND A R R 25 FEET E OF CENTER OF TRACK. AT
 BX0220'MILEAGE 186 PLUS 14 POLES.
 BX0220
 BX0220                          STATION RECOVERY (1949)
 BX0220
 BX0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BX0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0221 ***********************************************************************
 BX0221  DESIGNATION -  RV 187 LARR
 BX0221  PID         -  BX0221
 BX0221  STATE/COUNTY-  LA/LA SALLE
 BX0221  USGS QUAD   -  JENA WEST (1985)
 BX0221
 BX0221                         *CURRENT SURVEY CONTROL
 BX0221  ___________________________________________________________________
 BX0221* NAD 83(1986)-  31 40 50.     (N)    092 07 35.     (W)     SCALED    
 BX0221* NAVD 88     -        48.47   (+/-2cm)     159.0    (feet)  VERTCON   
 BX0221  ___________________________________________________________________
 BX0221  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX0221
 BX0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0221
 BX0221.The horizontal coordinates were scaled from a topographic map and have
 BX0221.an estimated accuracy of +/- 6 seconds.
 BX0221
 BX0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0221.The vertical order pertains to the NGVD 29 superseded value.
 BX0221
 BX0221.The geoid height was determined by GEOID03.
 BX0221
 BX0221;                    North         East    Units  Estimated Accuracy
 BX0221;SPC LA N     -   130,960.    1,035,420.      MT  (+/- 180 meters Scaled)
 BX0221
 BX0221                          SUPERSEDED SURVEY CONTROL
 BX0221
 BX0221  NGVD 29 (??/??/??)   48.463  (m)          159.00   (f) ADJUSTED    2 0
 BX0221
 BX0221.Superseded values are not recommended for survey control.
 BX0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0221.See file dsdata.txt to determine how the superseded data were derived.
 BX0221
 BX0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR828053(NAD 83)
 BX0221_MARKER: R = RIVET
 BX0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0221+STABILITY: SURFACE MOTION
 BX0221
 BX0221  HISTORY     - Date     Condition        Report By
 BX0221  HISTORY     - UNK      MONUMENTED       LARR
 BX0221  HISTORY     - 1935     GOOD             CGS
 BX0221  HISTORY     - 1949     MARK NOT FOUND   CGS
 BX0221
 BX0221                          STATION DESCRIPTION
 BX0221
 BX0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0221'0.4 MI E FROM JENA.
 BX0221'0.4 MI E OF STATION ALONG THE L AND A R R 25 FEET E OF CENTER OF
 BX0221'TRACK.  AT MILEPOST 187.
 BX0221
 BX0221                          STATION RECOVERY (1949)
 BX0221
 BX0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BX0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0222 ***********************************************************************
 BX0222  DESIGNATION -  RV 187+17 1/2 LARR
 BX0222  PID         -  BX0222
 BX0222  STATE/COUNTY-  LA/LA SALLE
 BX0222  USGS QUAD   -  JENA EAST (1985)
 BX0222
 BX0222                         *CURRENT SURVEY CONTROL
 BX0222  ___________________________________________________________________
 BX0222* NAD 83(1986)-  31 40 47.     (N)    092 06 59.     (W)     SCALED    
 BX0222* NAVD 88     -        51.25   (+/-2cm)     168.1    (feet)  VERTCON   
 BX0222  ___________________________________________________________________
 BX0222  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0222
 BX0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0222
 BX0222.The horizontal coordinates were scaled from a topographic map and have
 BX0222.an estimated accuracy of +/- 6 seconds.
 BX0222
 BX0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0222.The vertical order pertains to the NGVD 29 superseded value.
 BX0222
 BX0222.The geoid height was determined by GEOID03.
 BX0222
 BX0222;                    North         East    Units  Estimated Accuracy
 BX0222;SPC LA N     -   130,870.    1,036,370.      MT  (+/- 180 meters Scaled)
 BX0222
 BX0222                          SUPERSEDED SURVEY CONTROL
 BX0222
 BX0222  NGVD 29 (??/??/??)   51.244  (m)          168.12   (f) ADJUSTED    2 0
 BX0222
 BX0222.Superseded values are not recommended for survey control.
 BX0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0222.See file dsdata.txt to determine how the superseded data were derived.
 BX0222
 BX0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR837052(NAD 83)
 BX0222_MARKER: R = RIVET
 BX0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0222_SP_SET: CULVERT
 BX0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0222
 BX0222  HISTORY     - Date     Condition        Report By
 BX0222  HISTORY     - UNK      MONUMENTED       LARR
 BX0222  HISTORY     - 1935     GOOD             CGS
 BX0222  HISTORY     - 1949     GOOD             CGS
 BX0222
 BX0222                          STATION DESCRIPTION
 BX0222
 BX0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0222'1.0 MI E FROM JENA.
 BX0222'1.0 MI E OF STATION ALONG THE L AND A R R E OF TRACK IN A CONCRETE
 BX0222'BOXC CULVERT.  AT MILEAGE 187 PLUS 17 1/2 POLES.
 BX0222
 BX0222                          STATION RECOVERY (1949)
 BX0222
 BX0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BX0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0223 ***********************************************************************
 BX0223  DESIGNATION -  RV 188 LARR
 BX0223  PID         -  BX0223
 BX0223  STATE/COUNTY-  LA/LA SALLE
 BX0223  USGS QUAD   -  JENA EAST (1985)
 BX0223
 BX0223                         *CURRENT SURVEY CONTROL
 BX0223  ___________________________________________________________________
 BX0223* NAD 83(1986)-  31 40 38.     (N)    092 06 38.     (W)     SCALED    
 BX0223* NAVD 88     -        50.90   (+/-2cm)     167.0    (feet)  VERTCON   
 BX0223  ___________________________________________________________________
 BX0223  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0223
 BX0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0223
 BX0223.The horizontal coordinates were scaled from a topographic map and have
 BX0223.an estimated accuracy of +/- 6 seconds.
 BX0223
 BX0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0223.The vertical order pertains to the NGVD 29 superseded value.
 BX0223
 BX0223.The geoid height was determined by GEOID03.
 BX0223
 BX0223;                    North         East    Units  Estimated Accuracy
 BX0223;SPC LA N     -   130,590.    1,036,930.      MT  (+/- 180 meters Scaled)
 BX0223
 BX0223                          SUPERSEDED SURVEY CONTROL
 BX0223
 BX0223  NGVD 29 (??/??/??)   50.888  (m)          166.96   (f) ADJUSTED    2 0
 BX0223
 BX0223.Superseded values are not recommended for survey control.
 BX0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0223.See file dsdata.txt to determine how the superseded data were derived.
 BX0223
 BX0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR843050(NAD 83)
 BX0223_MARKER: R = RIVET
 BX0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0223+STABILITY: SURFACE MOTION
 BX0223
 BX0223  HISTORY     - Date     Condition        Report By
 BX0223  HISTORY     - UNK      MONUMENTED       LARR
 BX0223  HISTORY     - 1935     GOOD             CGS
 BX0223
 BX0223                          STATION DESCRIPTION
 BX0223
 BX0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0223'1.4 MI E FROM JENA.
 BX0223'1.4 MI E OF STATION ALONG THE L AND A R R 30 FEET E OF CENTER OF TRACK
 BX0223'AND AT MILEPOST 188.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0224 ***********************************************************************
 BX0224  DESIGNATION -  RV 188+9 LARR
 BX0224  PID         -  BX0224
 BX0224  STATE/COUNTY-  LA/LA SALLE
 BX0224  USGS QUAD   -  JENA EAST (1985)
 BX0224
 BX0224                         *CURRENT SURVEY CONTROL
 BX0224  ___________________________________________________________________
 BX0224* NAD 83(1986)-  31 40 35.     (N)    092 06 21.     (W)     SCALED    
 BX0224* NAVD 88     -        44.02   (+/-2cm)     144.4    (feet)  VERTCON   
 BX0224  ___________________________________________________________________
 BX0224  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0224
 BX0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0224
 BX0224.The horizontal coordinates were scaled from a topographic map and have
 BX0224.an estimated accuracy of +/- 6 seconds.
 BX0224
 BX0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0224.The vertical order pertains to the NGVD 29 superseded value.
 BX0224
 BX0224.The geoid height was determined by GEOID03.
 BX0224
 BX0224;                    North         East    Units  Estimated Accuracy
 BX0224;SPC LA N     -   130,500.    1,037,370.      MT  (+/- 180 meters Scaled)
 BX0224
 BX0224                          SUPERSEDED SURVEY CONTROL
 BX0224
 BX0224  NGVD 29 (??/??/??)   44.009  (m)          144.39   (f) ADJUSTED    2 0
 BX0224
 BX0224.Superseded values are not recommended for survey control.
 BX0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0224.See file dsdata.txt to determine how the superseded data were derived.
 BX0224
 BX0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR847049(NAD 83)
 BX0224_MARKER: R = RIVET
 BX0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0224_SP_SET: CULVERT
 BX0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0224
 BX0224  HISTORY     - Date     Condition        Report By
 BX0224  HISTORY     - UNK      MONUMENTED       LARR
 BX0224  HISTORY     - 1935     GOOD             CGS
 BX0224
 BX0224                          STATION DESCRIPTION
 BX0224
 BX0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0224'1.8 MI E FROM JENA.
 BX0224'1.8 MI E OF AND ALONG THE L AND A R R SET IN A CONCRETE BOX CULVERT E
 BX0224'OF TRACK.  MILEAGE 188 PLUS 9 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0225 ***********************************************************************
 BX0225  DESIGNATION -  RV 189 LARR
 BX0225  PID         -  BX0225
 BX0225  STATE/COUNTY-  LA/LA SALLE
 BX0225  USGS QUAD   -  JENA EAST (1985)
 BX0225
 BX0225                         *CURRENT SURVEY CONTROL
 BX0225  ___________________________________________________________________
 BX0225* NAD 83(1986)-  31 40 49.     (N)    092 05 34.     (W)     SCALED    
 BX0225* NAVD 88     -        52.33   (+/-2cm)     171.7    (feet)  VERTCON   
 BX0225  ___________________________________________________________________
 BX0225  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0225
 BX0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0225
 BX0225.The horizontal coordinates were scaled from a topographic map and have
 BX0225.an estimated accuracy of +/- 6 seconds.
 BX0225
 BX0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0225.The vertical order pertains to the NGVD 29 superseded value.
 BX0225
 BX0225.The geoid height was determined by GEOID03.
 BX0225
 BX0225;                    North         East    Units  Estimated Accuracy
 BX0225;SPC LA N     -   130,940.    1,038,610.      MT  (+/- 180 meters Scaled)
 BX0225
 BX0225                          SUPERSEDED SURVEY CONTROL
 BX0225
 BX0225  NGVD 29 (??/??/??)   52.318  (m)          171.65   (f) ADJUSTED    2 0
 BX0225
 BX0225.Superseded values are not recommended for survey control.
 BX0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0225.See file dsdata.txt to determine how the superseded data were derived.
 BX0225
 BX0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR859053(NAD 83)
 BX0225_MARKER: R = RIVET
 BX0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0225+STABILITY: SURFACE MOTION
 BX0225
 BX0225  HISTORY     - Date     Condition        Report By
 BX0225  HISTORY     - UNK      MONUMENTED       LARR
 BX0225  HISTORY     - 1935     GOOD             CGS
 BX0225  HISTORY     - 1950     GOOD             CGS
 BX0225
 BX0225                          STATION DESCRIPTION
 BX0225
 BX0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0225'2.5 MI E FROM JENA.
 BX0225'2.5 MI E OF STATION ALONG THE L AND A R R 30 FEET E OF THE CENTER OF
 BX0225'TRACK.  AT MILEPOST 189.
 BX0225
 BX0225                          STATION RECOVERY (1950)
 BX0225
 BX0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0227 ***********************************************************************
 BX0227  DESIGNATION -  RV 189+20 1/2 LARR
 BX0227  PID         -  BX0227
 BX0227  STATE/COUNTY-  LA/LA SALLE
 BX0227  USGS QUAD   -  JENA EAST (1985)
 BX0227
 BX0227                         *CURRENT SURVEY CONTROL
 BX0227  ___________________________________________________________________
 BX0227* NAD 83(1986)-  31 40 49.     (N)    092 05 09.     (W)     SCALED    
 BX0227* NAVD 88     -        60.71   (+/-2cm)     199.2    (feet)  VERTCON   
 BX0227  ___________________________________________________________________
 BX0227  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX0227
 BX0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0227
 BX0227.The horizontal coordinates were scaled from a topographic map and have
 BX0227.an estimated accuracy of +/- 6 seconds.
 BX0227
 BX0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0227.The vertical order pertains to the NGVD 29 superseded value.
 BX0227
 BX0227.The geoid height was determined by GEOID03.
 BX0227
 BX0227;                    North         East    Units  Estimated Accuracy
 BX0227;SPC LA N     -   130,940.    1,039,270.      MT  (+/- 180 meters Scaled)
 BX0227
 BX0227                          SUPERSEDED SURVEY CONTROL
 BX0227
 BX0227  NGVD 29 (??/??/??)   60.697  (m)          199.14   (f) ADJUSTED    2 0
 BX0227
 BX0227.Superseded values are not recommended for survey control.
 BX0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0227.See file dsdata.txt to determine how the superseded data were derived.
 BX0227
 BX0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR866053(NAD 83)
 BX0227_MARKER: R = RIVET
 BX0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0227+STABILITY: SURFACE MOTION
 BX0227
 BX0227  HISTORY     - Date     Condition        Report By
 BX0227  HISTORY     - UNK      MONUMENTED       LARR
 BX0227  HISTORY     - 1935     GOOD             CGS
 BX0227
 BX0227                          STATION DESCRIPTION
 BX0227
 BX0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0227'3.1 MI E FROM JENA.
 BX0227'3.1 MI E OF STATION ALONG THE L AND A R R 30 FEET E OF TRACK.  AT
 BX0227'MILEAGE 189 PLUS 20 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0228 ***********************************************************************
 BX0228  DESIGNATION -  RV 190 LARR
 BX0228  PID         -  BX0228
 BX0228  STATE/COUNTY-  LA/LA SALLE
 BX0228  USGS QUAD   -  JENA EAST (1985)
 BX0228
 BX0228                         *CURRENT SURVEY CONTROL
 BX0228  ___________________________________________________________________
 BX0228* NAD 83(1986)-  31 40 38.     (N)    092 04 46.     (W)     SCALED    
 BX0228* NAVD 88     -        54.64   (+/-2cm)     179.3    (feet)  VERTCON   
 BX0228  ___________________________________________________________________
 BX0228  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX0228
 BX0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0228
 BX0228.The horizontal coordinates were scaled from a topographic map and have
 BX0228.an estimated accuracy of +/- 6 seconds.
 BX0228
 BX0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0228.The vertical order pertains to the NGVD 29 superseded value.
 BX0228
 BX0228.The geoid height was determined by GEOID03.
 BX0228
 BX0228;                    North         East    Units  Estimated Accuracy
 BX0228;SPC LA N     -   130,600.    1,039,880.      MT  (+/- 180 meters Scaled)
 BX0228
 BX0228                          SUPERSEDED SURVEY CONTROL
 BX0228
 BX0228  NGVD 29 (??/??/??)   54.628  (m)          179.23   (f) ADJUSTED    2 0
 BX0228
 BX0228.Superseded values are not recommended for survey control.
 BX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0228.See file dsdata.txt to determine how the superseded data were derived.
 BX0228
 BX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR872050(NAD 83)
 BX0228_MARKER: R = RIVET
 BX0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0228_SP_SET: CULVERT
 BX0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0228
 BX0228  HISTORY     - Date     Condition        Report By
 BX0228  HISTORY     - UNK      MONUMENTED       LARR
 BX0228  HISTORY     - 1935     GOOD             CGS
 BX0228
 BX0228                          STATION DESCRIPTION
 BX0228
 BX0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0228'3.6 MI E FROM JENA.
 BX0228'3.6 MI E OF STATION ALONG THE L AND A R R E OF THE TRACK.  SET IN A
 BX0228'CULVERT.  AT MILEPOST 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0229 ***********************************************************************
 BX0229  DESIGNATION -  RV 190+14 1/2 LARR
 BX0229  PID         -  BX0229
 BX0229  STATE/COUNTY-  LA/LA SALLE
 BX0229  USGS QUAD   -  JENA EAST (1985)
 BX0229
 BX0229                         *CURRENT SURVEY CONTROL
 BX0229  ___________________________________________________________________
 BX0229* NAD 83(1986)-  31 40 26.     (N)    092 04 23.     (W)     SCALED    
 BX0229* NAVD 88     -        50.09   (+/-2cm)     164.3    (feet)  VERTCON   
 BX0229  ___________________________________________________________________
 BX0229  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX0229
 BX0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0229
 BX0229.The horizontal coordinates were scaled from a topographic map and have
 BX0229.an estimated accuracy of +/- 6 seconds.
 BX0229
 BX0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0229.The vertical order pertains to the NGVD 29 superseded value.
 BX0229
 BX0229.The geoid height was determined by GEOID03.
 BX0229
 BX0229;                    North         East    Units  Estimated Accuracy
 BX0229;SPC LA N     -   130,240.    1,040,480.      MT  (+/- 180 meters Scaled)
 BX0229
 BX0229                          SUPERSEDED SURVEY CONTROL
 BX0229
 BX0229  NGVD 29 (??/??/??)   50.076  (m)          164.29   (f) ADJUSTED    2 0
 BX0229
 BX0229.Superseded values are not recommended for survey control.
 BX0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0229.See file dsdata.txt to determine how the superseded data were derived.
 BX0229
 BX0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR878046(NAD 83)
 BX0229_MARKER: R = RIVET
 BX0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0229_SP_SET: CULVERT
 BX0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0229
 BX0229  HISTORY     - Date     Condition        Report By
 BX0229  HISTORY     - UNK      MONUMENTED       LARR
 BX0229  HISTORY     - 1935     GOOD             CGS
 BX0229
 BX0229                          STATION DESCRIPTION
 BX0229
 BX0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0229'4.0 MI E FROM JENA.
 BX0229'4.0 MI E OF STATION ALONG THE L AND A R R SET IN A CONCRETE BOX
 BX0229'CULVERT E OF THE TRACK.  MILEAGE 190 PLUS 14 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0230 ***********************************************************************
 BX0230  DESIGNATION -  RV 190+28 LARR
 BX0230  PID         -  BX0230
 BX0230  STATE/COUNTY-  LA/LA SALLE
 BX0230  USGS QUAD   -  JENA EAST (1985)
 BX0230
 BX0230                         *CURRENT SURVEY CONTROL
 BX0230  ___________________________________________________________________
 BX0230* NAD 83(1986)-  31 40 05.     (N)    092 04 02.     (W)     SCALED    
 BX0230* NAVD 88     -        44.78   (+/-2cm)     146.9    (feet)  VERTCON   
 BX0230  ___________________________________________________________________
 BX0230  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX0230
 BX0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0230
 BX0230.The horizontal coordinates were scaled from a topographic map and have
 BX0230.an estimated accuracy of +/- 6 seconds.
 BX0230
 BX0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0230.The vertical order pertains to the NGVD 29 superseded value.
 BX0230
 BX0230.The geoid height was determined by GEOID03.
 BX0230
 BX0230;                    North         East    Units  Estimated Accuracy
 BX0230;SPC LA N     -   129,590.    1,041,040.      MT  (+/- 180 meters Scaled)
 BX0230
 BX0230                          SUPERSEDED SURVEY CONTROL
 BX0230
 BX0230  NGVD 29 (??/??/??)   44.776  (m)          146.90   (f) ADJUSTED    2 0
 BX0230
 BX0230.Superseded values are not recommended for survey control.
 BX0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0230.See file dsdata.txt to determine how the superseded data were derived.
 BX0230
 BX0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR884040(NAD 83)
 BX0230_MARKER: R = RIVET
 BX0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0230_SP_SET: CULVERT
 BX0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0230
 BX0230  HISTORY     - Date     Condition        Report By
 BX0230  HISTORY     - UNK      MONUMENTED       LARR
 BX0230  HISTORY     - 1935     GOOD             CGS
 BX0230
 BX0230                          STATION DESCRIPTION
 BX0230
 BX0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0230'4.6 MI E FROM JENA.
 BX0230'4.6 MI E OF STATION ALONG THE L AND A R R SET IN A CONCRETE BOX
 BX0230'CULVERT E OF TRACK.  AT MILEAGE 190 PLUS 28 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0231 ***********************************************************************
 BX0231  DESIGNATION -  RV 191 LARR
 BX0231  PID         -  BX0231
 BX0231  STATE/COUNTY-  LA/LA SALLE
 BX0231  USGS QUAD   -  JENA EAST (1985)
 BX0231
 BX0231                         *CURRENT SURVEY CONTROL
 BX0231  ___________________________________________________________________
 BX0231* NAD 83(1986)-  31 39 59.     (N)    092 03 58.     (W)     SCALED    
 BX0231* NAVD 88     -        43.92   (+/-2cm)     144.1    (feet)  VERTCON   
 BX0231  ___________________________________________________________________
 BX0231  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX0231
 BX0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0231
 BX0231.The horizontal coordinates were scaled from a topographic map and have
 BX0231.an estimated accuracy of +/- 6 seconds.
 BX0231
 BX0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0231.The vertical order pertains to the NGVD 29 superseded value.
 BX0231
 BX0231.The geoid height was determined by GEOID03.
 BX0231
 BX0231;                    North         East    Units  Estimated Accuracy
 BX0231;SPC LA N     -   129,410.    1,041,140.      MT  (+/- 180 meters Scaled)
 BX0231
 BX0231                          SUPERSEDED SURVEY CONTROL
 BX0231
 BX0231  NGVD 29 (??/??/??)   43.909  (m)          144.06   (f) ADJUSTED    2 0
 BX0231
 BX0231.Superseded values are not recommended for survey control.
 BX0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0231.See file dsdata.txt to determine how the superseded data were derived.
 BX0231
 BX0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR885038(NAD 83)
 BX0231_MARKER: R = RIVET
 BX0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0231+STABILITY: SURFACE MOTION
 BX0231
 BX0231  HISTORY     - Date     Condition        Report By
 BX0231  HISTORY     - UNK      MONUMENTED       LARR
 BX0231  HISTORY     - 1935     GOOD             CGS
 BX0231
 BX0231                          STATION DESCRIPTION
 BX0231
 BX0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0231'4.7 MI W FROM RHINEHART.
 BX0231'4.7 MI W OF STATION ALONG THE L AND A R R 24 FEET E OF CENTER OF TRACK
 BX0231'AND AT MILEPOST 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0233 ***********************************************************************
 BX0233  DESIGNATION -  RV 191+16 1/2 LARR
 BX0233  PID         -  BX0233
 BX0233  STATE/COUNTY-  LA/LA SALLE
 BX0233  USGS QUAD   -  JENA EAST (1985)
 BX0233
 BX0233                         *CURRENT SURVEY CONTROL
 BX0233  ___________________________________________________________________
 BX0233* NAD 83(1986)-  31 39 44.     (N)    092 03 30.     (W)     SCALED    
 BX0233* NAVD 88     -        40.03   (+/-2cm)     131.3    (feet)  VERTCON   
 BX0233  ___________________________________________________________________
 BX0233  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX0233
 BX0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0233
 BX0233.The horizontal coordinates were scaled from a topographic map and have
 BX0233.an estimated accuracy of +/- 6 seconds.
 BX0233
 BX0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0233.The vertical order pertains to the NGVD 29 superseded value.
 BX0233
 BX0233.The geoid height was determined by GEOID03.
 BX0233
 BX0233;                    North         East    Units  Estimated Accuracy
 BX0233;SPC LA N     -   128,950.    1,041,880.      MT  (+/- 180 meters Scaled)
 BX0233
 BX0233                          SUPERSEDED SURVEY CONTROL
 BX0233
 BX0233  NGVD 29 (??/??/??)   40.024  (m)          131.31   (f) ADJUSTED    2 0
 BX0233
 BX0233.Superseded values are not recommended for survey control.
 BX0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0233.See file dsdata.txt to determine how the superseded data were derived.
 BX0233
 BX0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR892033(NAD 83)
 BX0233_MARKER: R = RIVET
 BX0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0233+STABILITY: SURFACE MOTION
 BX0233
 BX0233  HISTORY     - Date     Condition        Report By
 BX0233  HISTORY     - UNK      MONUMENTED       LARR
 BX0233  HISTORY     - 1935     GOOD             CGS
 BX0233
 BX0233                          STATION DESCRIPTION
 BX0233
 BX0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0233'4.1 MI W FROM RHINEHART.
 BX0233'4.1 MI W OF STATION ALONG THE L AND A R R 23 FEET E OF CENTER OF
 BX0233'TRACK.  AT MILEAGE 191 PLUS 16 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0234 ***********************************************************************
 BX0234  DESIGNATION -  RV 191+28 1/2 LARR
 BX0234  PID         -  BX0234
 BX0234  STATE/COUNTY-  LA/LA SALLE
 BX0234  USGS QUAD   -  JENA EAST (1985)
 BX0234
 BX0234                         *CURRENT SURVEY CONTROL
 BX0234  ___________________________________________________________________
 BX0234* NAD 83(1986)-  31 39 26.     (N)    092 03 18.     (W)     SCALED    
 BX0234* NAVD 88     -        37.40   (+/-2cm)     122.7    (feet)  VERTCON   
 BX0234  ___________________________________________________________________
 BX0234  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX0234
 BX0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0234
 BX0234.The horizontal coordinates were scaled from a topographic map and have
 BX0234.an estimated accuracy of +/- 6 seconds.
 BX0234
 BX0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0234.The vertical order pertains to the NGVD 29 superseded value.
 BX0234
 BX0234.The geoid height was determined by GEOID03.
 BX0234
 BX0234;                    North         East    Units  Estimated Accuracy
 BX0234;SPC LA N     -   128,390.    1,042,200.      MT  (+/- 180 meters Scaled)
 BX0234
 BX0234                          SUPERSEDED SURVEY CONTROL
 BX0234
 BX0234  NGVD 29 (??/??/??)   37.386  (m)          122.66   (f) ADJUSTED    2 0
 BX0234
 BX0234.Superseded values are not recommended for survey control.
 BX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0234.See file dsdata.txt to determine how the superseded data were derived.
 BX0234
 BX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR895028(NAD 83)
 BX0234_MARKER: R = RIVET
 BX0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0234_SP_SET: CULVERT
 BX0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0234
 BX0234  HISTORY     - Date     Condition        Report By
 BX0234  HISTORY     - UNK      MONUMENTED       LARR
 BX0234  HISTORY     - 1935     GOOD             CGS
 BX0234
 BX0234                          STATION DESCRIPTION
 BX0234
 BX0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0234'3.7 MI W FROM RHINEHART.
 BX0234'3.7 MI W OF STATION ALONG THE L AND A R R SET IN A CONCRETE BOX
 BX0234'CULVERT.  E OF TRACK.  MILEAGE 191 PLUS 28 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0236 ***********************************************************************
 BX0236  DESIGNATION -  RV 192+16 1/2 LARR
 BX0236  PID         -  BX0236
 BX0236  STATE/COUNTY-  LA/LA SALLE
 BX0236  USGS QUAD   -  JENA EAST (1985)
 BX0236
 BX0236                         *CURRENT SURVEY CONTROL
 BX0236  ___________________________________________________________________
 BX0236* NAD 83(1986)-  31 39 05.     (N)    092 02 52.     (W)     SCALED    
 BX0236* NAVD 88     -        32.65   (+/-2cm)     107.1    (feet)  VERTCON   
 BX0236  ___________________________________________________________________
 BX0236  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX0236
 BX0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0236
 BX0236.The horizontal coordinates were scaled from a topographic map and have
 BX0236.an estimated accuracy of +/- 6 seconds.
 BX0236
 BX0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0236.The vertical order pertains to the NGVD 29 superseded value.
 BX0236
 BX0236.The geoid height was determined by GEOID03.
 BX0236
 BX0236;                    North         East    Units  Estimated Accuracy
 BX0236;SPC LA N     -   127,750.    1,042,890.      MT  (+/- 180 meters Scaled)
 BX0236
 BX0236                          SUPERSEDED SURVEY CONTROL
 BX0236
 BX0236  NGVD 29 (??/??/??)   32.641  (m)          107.09   (f) ADJUSTED    2 0
 BX0236
 BX0236.Superseded values are not recommended for survey control.
 BX0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0236.See file dsdata.txt to determine how the superseded data were derived.
 BX0236
 BX0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR902021(NAD 83)
 BX0236_MARKER: R = RIVET
 BX0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0236_SP_SET: CULVERT
 BX0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0236
 BX0236  HISTORY     - Date     Condition        Report By
 BX0236  HISTORY     - UNK      MONUMENTED       LARR
 BX0236  HISTORY     - 1935     GOOD             CGS
 BX0236
 BX0236                          STATION DESCRIPTION
 BX0236
 BX0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0236'3.0 MI W FROM RHINEHART.
 BX0236'3.0 MI W OF STATION ALONG THE L AND A R R SET E OF TRACK IN A CONCRETE
 BX0236'BOX CULVERT.  MILEAGE 192/16 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0237 ***********************************************************************
 BX0237  DESIGNATION -  RV 192+28 1/2 LARR
 BX0237  PID         -  BX0237
 BX0237  STATE/COUNTY-  LA/LA SALLE
 BX0237  USGS QUAD   -  JENA EAST (1985)
 BX0237
 BX0237                         *CURRENT SURVEY CONTROL
 BX0237  ___________________________________________________________________
 BX0237* NAD 83(1986)-  31 39 05.     (N)    092 02 30.     (W)     SCALED    
 BX0237* NAVD 88     -        32.20   (+/-2cm)     105.6    (feet)  VERTCON   
 BX0237  ___________________________________________________________________
 BX0237  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX0237
 BX0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0237
 BX0237.The horizontal coordinates were scaled from a topographic map and have
 BX0237.an estimated accuracy of +/- 6 seconds.
 BX0237
 BX0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0237.The vertical order pertains to the NGVD 29 superseded value.
 BX0237
 BX0237.The geoid height was determined by GEOID03.
 BX0237
 BX0237;                    North         East    Units  Estimated Accuracy
 BX0237;SPC LA N     -   127,750.    1,043,470.      MT  (+/- 180 meters Scaled)
 BX0237
 BX0237                          SUPERSEDED SURVEY CONTROL
 BX0237
 BX0237  NGVD 29 (??/??/??)   32.196  (m)          105.63   (f) ADJUSTED    2 0
 BX0237
 BX0237.Superseded values are not recommended for survey control.
 BX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0237.See file dsdata.txt to determine how the superseded data were derived.
 BX0237
 BX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR908021(NAD 83)
 BX0237_MARKER: R = RIVET
 BX0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0237_SP_SET: CULVERT
 BX0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0237
 BX0237  HISTORY     - Date     Condition        Report By
 BX0237  HISTORY     - UNK      MONUMENTED       LARR
 BX0237  HISTORY     - 1935     GOOD             CGS
 BX0237
 BX0237                          STATION DESCRIPTION
 BX0237
 BX0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0237'2.6 MI W FROM RHINEHART.
 BX0237'2.6 MI W OF STATION ALONG THE L AND A R R SET IN A CONCRETE BOX
 BX0237'CULVERT.  E OF TRACK.  MILEAGE 192 PLUS 28 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0239 ***********************************************************************
 BX0239  DESIGNATION -  RV 193+11 1/2 LARR
 BX0239  PID         -  BX0239
 BX0239  STATE/COUNTY-  LA/LA SALLE
 BX0239  USGS QUAD   -  JENA EAST (1985)
 BX0239
 BX0239                         *CURRENT SURVEY CONTROL
 BX0239  ___________________________________________________________________
 BX0239* NAD 83(1986)-  31 39 08.     (N)    092 02 03.     (W)     SCALED    
 BX0239* NAVD 88     -        29.29   (+/-2cm)      96.1    (feet)  VERTCON   
 BX0239  ___________________________________________________________________
 BX0239  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX0239
 BX0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0239
 BX0239.The horizontal coordinates were scaled from a topographic map and have
 BX0239.an estimated accuracy of +/- 6 seconds.
 BX0239
 BX0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0239.The vertical order pertains to the NGVD 29 superseded value.
 BX0239
 BX0239.The geoid height was determined by GEOID03.
 BX0239
 BX0239;                    North         East    Units  Estimated Accuracy
 BX0239;SPC LA N     -   127,850.    1,044,180.      MT  (+/- 180 meters Scaled)
 BX0239
 BX0239                          SUPERSEDED SURVEY CONTROL
 BX0239
 BX0239  NGVD 29 (??/??/??)   29.281  (m)           96.07   (f) ADJUSTED    2 0
 BX0239
 BX0239.Superseded values are not recommended for survey control.
 BX0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0239.See file dsdata.txt to determine how the superseded data were derived.
 BX0239
 BX0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR915022(NAD 83)
 BX0239_MARKER: R = RIVET
 BX0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0239_SP_SET: CULVERT
 BX0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0239
 BX0239  HISTORY     - Date     Condition        Report By
 BX0239  HISTORY     - UNK      MONUMENTED       LARR
 BX0239  HISTORY     - 1935     GOOD             CGS
 BX0239
 BX0239                          STATION DESCRIPTION
 BX0239
 BX0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0239'1.8 MI W FROM RHINEHART.
 BX0239'1.8 MI W OF STATION ALONG THE L AND A R R SET IN A CONC. BOX CULVERT E
 BX0239'OF THE TRACK.  AT MILEAGE 193 PLUS 11 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0240 ***********************************************************************
 BX0240  DESIGNATION -  RV 193+21 LARR
 BX0240  PID         -  BX0240
 BX0240  STATE/COUNTY-  LA/LA SALLE
 BX0240  USGS QUAD   -  JENA EAST (1985)
 BX0240
 BX0240                         *CURRENT SURVEY CONTROL
 BX0240  ___________________________________________________________________
 BX0240* NAD 83(1986)-  31 39 08.     (N)    092 01 48.     (W)     SCALED    
 BX0240* NAVD 88     -        27.18   (+/-2cm)      89.2    (feet)  VERTCON   
 BX0240  ___________________________________________________________________
 BX0240  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX0240
 BX0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0240
 BX0240.The horizontal coordinates were scaled from a topographic map and have
 BX0240.an estimated accuracy of +/- 6 seconds.
 BX0240
 BX0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0240.The vertical order pertains to the NGVD 29 superseded value.
 BX0240
 BX0240.The geoid height was determined by GEOID03.
 BX0240
 BX0240;                    North         East    Units  Estimated Accuracy
 BX0240;SPC LA N     -   127,850.    1,044,580.      MT  (+/- 180 meters Scaled)
 BX0240
 BX0240                          SUPERSEDED SURVEY CONTROL
 BX0240
 BX0240  NGVD 29 (??/??/??)   27.176  (m)           89.16   (f) ADJUSTED    2 0
 BX0240
 BX0240.Superseded values are not recommended for survey control.
 BX0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0240.See file dsdata.txt to determine how the superseded data were derived.
 BX0240
 BX0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR919022(NAD 83)
 BX0240_MARKER: R = RIVET
 BX0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0240_SP_SET: CULVERT
 BX0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0240
 BX0240  HISTORY     - Date     Condition        Report By
 BX0240  HISTORY     - UNK      MONUMENTED       LARR
 BX0240  HISTORY     - 1935     GOOD             CGS
 BX0240
 BX0240                          STATION DESCRIPTION
 BX0240
 BX0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0240'1.8 MI W FROM RHINEHART.
 BX0240'1.8 MI W OF STATION ALONG THE L AND A R R SET IN A CONC. BOX CULVERT E
 BX0240'OF TRACK.  AT MILEAGE 193 PLUS 21 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0241 ***********************************************************************
 BX0241  DESIGNATION -  RV 194 LARR
 BX0241  PID         -  BX0241
 BX0241  STATE/COUNTY-  LA/LA SALLE
 BX0241  USGS QUAD   -  JENA EAST (1985)
 BX0241
 BX0241                         *CURRENT SURVEY CONTROL
 BX0241  ___________________________________________________________________
 BX0241* NAD 83(1986)-  31 39 04.     (N)    092 01 25.     (W)     SCALED    
 BX0241* NAVD 88     -        25.34   (+/-2cm)      83.1    (feet)  VERTCON   
 BX0241  ___________________________________________________________________
 BX0241  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BX0241
 BX0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0241
 BX0241.The horizontal coordinates were scaled from a topographic map and have
 BX0241.an estimated accuracy of +/- 6 seconds.
 BX0241
 BX0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0241.The vertical order pertains to the NGVD 29 superseded value.
 BX0241
 BX0241.The geoid height was determined by GEOID03.
 BX0241
 BX0241;                    North         East    Units  Estimated Accuracy
 BX0241;SPC LA N     -   127,730.    1,045,180.      MT  (+/- 180 meters Scaled)
 BX0241
 BX0241                          SUPERSEDED SURVEY CONTROL
 BX0241
 BX0241  NGVD 29 (??/??/??)   25.337  (m)           83.13   (f) ADJUSTED    2 0
 BX0241
 BX0241.Superseded values are not recommended for survey control.
 BX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0241.See file dsdata.txt to determine how the superseded data were derived.
 BX0241
 BX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR925021(NAD 83)
 BX0241_MARKER: R = RIVET
 BX0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0241+STABILITY: SURFACE MOTION
 BX0241
 BX0241  HISTORY     - Date     Condition        Report By
 BX0241  HISTORY     - UNK      MONUMENTED       LARR
 BX0241  HISTORY     - 1935     GOOD             CGS
 BX0241
 BX0241                          STATION DESCRIPTION
 BX0241
 BX0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0241'1.4 MI W FROM RHINEHART.
 BX0241'1.4 MI W OF STATION ALONG THE L AND A R R 25 FEET E OF TRACK.  AT
 BX0241'MILEPOST 194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0242 ***********************************************************************
 BX0242  DESIGNATION -  RV 194+24 1/2 LARR
 BX0242  PID         -  BX0242
 BX0242  STATE/COUNTY-  LA/LA SALLE
 BX0242  USGS QUAD   -  JENA EAST (1985)
 BX0242
 BX0242                         *CURRENT SURVEY CONTROL
 BX0242  ___________________________________________________________________
 BX0242* NAD 83(1986)-  31 38 44.     (N)    092 00 48.     (W)     SCALED    
 BX0242* NAVD 88     -        21.72   (+/-2cm)      71.3    (feet)  VERTCON   
 BX0242  ___________________________________________________________________
 BX0242  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BX0242
 BX0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0242
 BX0242.The horizontal coordinates were scaled from a topographic map and have
 BX0242.an estimated accuracy of +/- 6 seconds.
 BX0242
 BX0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0242.The vertical order pertains to the NGVD 29 superseded value.
 BX0242
 BX0242.The geoid height was determined by GEOID03.
 BX0242
 BX0242;                    North         East    Units  Estimated Accuracy
 BX0242;SPC LA N     -   127,120.    1,046,160.      MT  (+/- 180 meters Scaled)
 BX0242
 BX0242                          SUPERSEDED SURVEY CONTROL
 BX0242
 BX0242  NGVD 29 (??/??/??)   21.718  (m)           71.25   (f) ADJUSTED    2 0
 BX0242
 BX0242.Superseded values are not recommended for survey control.
 BX0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0242.See file dsdata.txt to determine how the superseded data were derived.
 BX0242
 BX0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR935015(NAD 83)
 BX0242_MARKER: R = RIVET
 BX0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0242_SP_SET: CULVERT
 BX0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0242
 BX0242  HISTORY     - Date     Condition        Report By
 BX0242  HISTORY     - UNK      MONUMENTED       LARR
 BX0242  HISTORY     - 1935     GOOD             CGS
 BX0242
 BX0242                          STATION DESCRIPTION
 BX0242
 BX0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0242'0.7 MI W FROM RHINEHART.
 BX0242'0.7 MI W OF STATION ALONG THE L AND A R R SET IN A CONCRETE BOX
 BX0242'CULVERT E OF TRACK.  MILEAGE 194 PLUS 24 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0248 ***********************************************************************
 BX0248  DESIGNATION -  RV 195+16 1/2 LARR
 BX0248  PID         -  BX0248
 BX0248  STATE/COUNTY-  LA/CATAHOULA
 BX0248  USGS QUAD   -  JENA EAST (1985)
 BX0248
 BX0248                         *CURRENT SURVEY CONTROL
 BX0248  ___________________________________________________________________
 BX0248* NAD 83(1986)-  31 38 09.     (N)    092 00 21.     (W)     SCALED    
 BX0248* NAVD 88     -        17.71   (+/-2cm)      58.1    (feet)  VERTCON   
 BX0248  ___________________________________________________________________
 BX0248  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX0248
 BX0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0248
 BX0248.The horizontal coordinates were scaled from a topographic map and have
 BX0248.an estimated accuracy of +/- 6 seconds.
 BX0248
 BX0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0248.The vertical order pertains to the NGVD 29 superseded value.
 BX0248
 BX0248.The geoid height was determined by GEOID03.
 BX0248
 BX0248;                    North         East    Units  Estimated Accuracy
 BX0248;SPC LA N     -   126,040.    1,046,880.      MT  (+/- 180 meters Scaled)
 BX0248
 BX0248                          SUPERSEDED SURVEY CONTROL
 BX0248
 BX0248  NGVD 29 (??/??/??)   17.702  (m)           58.08   (f) ADJUSTED    2 0
 BX0248
 BX0248.Superseded values are not recommended for survey control.
 BX0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0248.See file dsdata.txt to determine how the superseded data were derived.
 BX0248
 BX0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR942005(NAD 83)
 BX0248_MARKER: R = RIVET
 BX0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0248+STABILITY: SURFACE MOTION
 BX0248
 BX0248  HISTORY     - Date     Condition        Report By
 BX0248  HISTORY     - UNK      MONUMENTED       LARR
 BX0248  HISTORY     - 1935     GOOD             CGS
 BX0248
 BX0248                          STATION DESCRIPTION
 BX0248
 BX0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0248'0.2 MI E FROM RHINEHART.
 BX0248'0.2 MI E OF AND ALONG THE L AND A R R 20 FEET E OF CENTER OF TRACK. AT
 BX0248'MILEAGE 195 PLUS 16 1/2 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0243 ***********************************************************************
 BX0243  DESIGNATION -  RV 195+4 1/2 LARR
 BX0243  PID         -  BX0243
 BX0243  STATE/COUNTY-  LA/LA SALLE
 BX0243  USGS QUAD   -  JENA EAST (1985)
 BX0243
 BX0243                         *CURRENT SURVEY CONTROL
 BX0243  ___________________________________________________________________
 BX0243* NAD 83(1986)-  31 38 25.     (N)    092 00 31.     (W)     SCALED    
 BX0243* NAVD 88     -        19.14   (+/-2cm)      62.8    (feet)  VERTCON   
 BX0243  ___________________________________________________________________
 BX0243  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX0243
 BX0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0243
 BX0243.The horizontal coordinates were scaled from a topographic map and have
 BX0243.an estimated accuracy of +/- 6 seconds.
 BX0243
 BX0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0243.The vertical order pertains to the NGVD 29 superseded value.
 BX0243
 BX0243.The geoid height was determined by GEOID03.
 BX0243
 BX0243;                    North         East    Units  Estimated Accuracy
 BX0243;SPC LA N     -   126,530.    1,046,610.      MT  (+/- 180 meters Scaled)
 BX0243
 BX0243                          SUPERSEDED SURVEY CONTROL
 BX0243
 BX0243  NGVD 29 (??/??/??)   19.132  (m)           62.77   (f) ADJUSTED    2 0
 BX0243
 BX0243.Superseded values are not recommended for survey control.
 BX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0243.See file dsdata.txt to determine how the superseded data were derived.
 BX0243
 BX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR940009(NAD 83)
 BX0243_MARKER: R = RIVET
 BX0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0243_SP_SET: CULVERT
 BX0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0243
 BX0243  HISTORY     - Date     Condition        Report By
 BX0243  HISTORY     - UNK      MONUMENTED       LARR
 BX0243  HISTORY     - 1975     GOOD             NGS
 BX0243
 BX0243                          STATION DESCRIPTION
 BX0243
 BX0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BX0243'0.3 MI NW FROM RHINEHART.
 BX0243'LOCATED 0.3 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD
 BX0243'FROM ITS INTERSECTION WITH STATE HIGHWAY 8 AT RHINEHART, ABOUT 1200
 BX0243'FEET NORTHEAST OF THE CROSSING OF STATE HIGHWAY 8, NORTHEAST OF THE
 BX0243'TRACKS, IN THE TOP OF A CONCRETE CULVERT UNDER THE TRACKS.  IT IS A
 BX0243'MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0249 ***********************************************************************
 BX0249  DESIGNATION -  RV 196 LARR
 BX0249  PID         -  BX0249
 BX0249  STATE/COUNTY-  LA/CATAHOULA
 BX0249  USGS QUAD   -  JENA EAST (1985)
 BX0249
 BX0249                         *CURRENT SURVEY CONTROL
 BX0249  ___________________________________________________________________
 BX0249* NAD 83(1986)-  31 37 45.     (N)    092 00 06.     (W)     SCALED    
 BX0249* NAVD 88     -        16.54   (+/-2cm)      54.3    (feet)  VERTCON   
 BX0249  ___________________________________________________________________
 BX0249  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX0249
 BX0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0249
 BX0249.The horizontal coordinates were scaled from a topographic map and have
 BX0249.an estimated accuracy of +/- 6 seconds.
 BX0249
 BX0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0249.The vertical order pertains to the NGVD 29 superseded value.
 BX0249
 BX0249.The geoid height was determined by GEOID03.
 BX0249
 BX0249;                    North         East    Units  Estimated Accuracy
 BX0249;SPC LA N     -   125,310.    1,047,270.      MT  (+/- 180 meters Scaled)
 BX0249
 BX0249                          SUPERSEDED SURVEY CONTROL
 BX0249
 BX0249  NGVD 29 (??/??/??)   16.536  (m)           54.25   (f) ADJUSTED    2 0
 BX0249
 BX0249.Superseded values are not recommended for survey control.
 BX0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0249.See file dsdata.txt to determine how the superseded data were derived.
 BX0249
 BX0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ946997(NAD 83)
 BX0249_MARKER: R = RIVET
 BX0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0249+STABILITY: SURFACE MOTION
 BX0249
 BX0249  HISTORY     - Date     Condition        Report By
 BX0249  HISTORY     - UNK      MONUMENTED       LARR
 BX0249  HISTORY     - 1935     GOOD             CGS
 BX0249
 BX0249                          STATION DESCRIPTION
 BX0249
 BX0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0249'0.7 MI E FROM RHINEHART.
 BX0249'0.7 MI E OF AND ALONG THE L AND A R R 18 FEET E OF CENTER OF TRACK. AT
 BX0249'MILEPOST 196.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1685 ***********************************************************************
 BW1685  DESIGNATION -  RV 196+15
 BW1685  PID         -  BW1685
 BW1685  STATE/COUNTY-  LA/CATAHOULA
 BW1685  USGS QUAD   -  WALTERS (1995)
 BW1685
 BW1685                         *CURRENT SURVEY CONTROL
 BW1685  ___________________________________________________________________
 BW1685* NAD 83(1986)-  31 37 25.     (N)    091 59 54.     (W)     SCALED    
 BW1685* NAVD 88     -        16.24   (+/-2cm)      53.3    (feet)  VERTCON   
 BW1685  ___________________________________________________________________
 BW1685  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BW1685
 BW1685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1685
 BW1685.The horizontal coordinates were scaled from a topographic map and have
 BW1685.an estimated accuracy of +/- 6 seconds.
 BW1685
 BW1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1685.The vertical order pertains to the NGVD 29 superseded value.
 BW1685
 BW1685.The geoid height was determined by GEOID03.
 BW1685
 BW1685;                    North         East    Units  Estimated Accuracy
 BW1685;SPC LA N     -   124,690.    1,047,590.      MT  (+/- 180 meters Scaled)
 BW1685
 BW1685                          SUPERSEDED SURVEY CONTROL
 BW1685
 BW1685  NGVD 29 (??/??/92)   16.235  (m)           53.26   (f) ADJ UNCH    2 0
 BW1685
 BW1685.Superseded values are not recommended for survey control.
 BW1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1685.See file dsdata.txt to determine how the superseded data were derived.
 BW1685
 BW1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ949991(NAD 83)
 BW1685_MARKER: R = RIVET
 BW1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1685+STABILITY: SURFACE MOTION
 BW1685
 BW1685  HISTORY     - Date     Condition        Report By
 BW1685  HISTORY     - UNK      MONUMENTED       LARR
 BW1685  HISTORY     - 1935     GOOD             NGS
 BW1685  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1685
 BW1685                          STATION DESCRIPTION
 BW1685
 BW1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1685'1.2 MI E FROM RHINEHART.
 BW1685'1.2 MI E OF AND ALONG THE L AND A R R.  18 FEET E OF CENTER OF TRACK.
 BW1685'AT MILEAGE 196 PLUS 15 POLES.
 BW1685
 BW1685                          STATION RECOVERY (1979)
 BW1685
 BW1685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1685'A NEW REVETMENT HAS BEEN BUILT IN THIS AREA TO PREVENT THE RAILROAD
 BW1685'BED FROM WASHING AND ERODING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1686 ***********************************************************************
 BW1686  DESIGNATION -  RV 197
 BW1686  PID         -  BW1686
 BW1686  STATE/COUNTY-  LA/CATAHOULA
 BW1686  USGS QUAD   -  WALTERS (1995)
 BW1686
 BW1686                         *CURRENT SURVEY CONTROL
 BW1686  ___________________________________________________________________
 BW1686* NAD 83(1986)-  31 37 02.     (N)    091 59 40.     (W)     SCALED    
 BW1686* NAVD 88     -        16.61   (+/-2cm)      54.5    (feet)  VERTCON   
 BW1686  ___________________________________________________________________
 BW1686  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BW1686
 BW1686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1686
 BW1686.The horizontal coordinates were scaled from a topographic map and have
 BW1686.an estimated accuracy of +/- 6 seconds.
 BW1686
 BW1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1686.The vertical order pertains to the NGVD 29 superseded value.
 BW1686
 BW1686.The geoid height was determined by GEOID03.
 BW1686
 BW1686;                    North         East    Units  Estimated Accuracy
 BW1686;SPC LA N     -   123,980.    1,047,970.      MT  (+/- 180 meters Scaled)
 BW1686
 BW1686                          SUPERSEDED SURVEY CONTROL
 BW1686
 BW1686  NGVD 29 (??/??/92)   16.605  (m)           54.48   (f) ADJ UNCH    2 0
 BW1686
 BW1686.Superseded values are not recommended for survey control.
 BW1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1686.See file dsdata.txt to determine how the superseded data were derived.
 BW1686
 BW1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ953984(NAD 83)
 BW1686_MARKER: R = RIVET
 BW1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1686+STABILITY: SURFACE MOTION
 BW1686
 BW1686  HISTORY     - Date     Condition        Report By
 BW1686  HISTORY     - UNK      MONUMENTED       LARR
 BW1686  HISTORY     - 1935     GOOD             NGS
 BW1686  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1686
 BW1686                          STATION DESCRIPTION
 BW1686
 BW1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1686'1.7 MI E FROM RHINEHART.
 BW1686'1.7 MI E OF AND ALONG THE L AND A R R.  25 FEET E OF CENTER OF TRACK.
 BW1686'AT MILEPOST 197.
 BW1686
 BW1686                          STATION RECOVERY (1979)
 BW1686
 BW1686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1688 ***********************************************************************
 BW1688  DESIGNATION -  RV 197+16
 BW1688  PID         -  BW1688
 BW1688  STATE/COUNTY-  LA/CATAHOULA
 BW1688  USGS QUAD   -  WALTERS (1995)
 BW1688
 BW1688                         *CURRENT SURVEY CONTROL
 BW1688  ___________________________________________________________________
 BW1688* NAD 83(1986)-  31 36 38.     (N)    091 59 26.     (W)     SCALED    
 BW1688* NAVD 88     -        16.65   (+/-2cm)      54.6    (feet)  VERTCON   
 BW1688  ___________________________________________________________________
 BW1688  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BW1688
 BW1688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1688
 BW1688.The horizontal coordinates were scaled from a topographic map and have
 BW1688.an estimated accuracy of +/- 6 seconds.
 BW1688
 BW1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1688.The vertical order pertains to the NGVD 29 superseded value.
 BW1688
 BW1688.The geoid height was determined by GEOID03.
 BW1688
 BW1688;                    North         East    Units  Estimated Accuracy
 BW1688;SPC LA N     -   123,250.    1,048,340.      MT  (+/- 180 meters Scaled)
 BW1688
 BW1688                          SUPERSEDED SURVEY CONTROL
 BW1688
 BW1688  NGVD 29 (??/??/92)   16.643  (m)           54.60   (f) ADJ UNCH    2 0
 BW1688
 BW1688.Superseded values are not recommended for survey control.
 BW1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1688.See file dsdata.txt to determine how the superseded data were derived.
 BW1688
 BW1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ957977(NAD 83)
 BW1688_MARKER: R = RIVET
 BW1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1688+STABILITY: SURFACE MOTION
 BW1688
 BW1688  HISTORY     - Date     Condition        Report By
 BW1688  HISTORY     - UNK      MONUMENTED       LARR
 BW1688  HISTORY     - 1935     GOOD             NGS
 BW1688
 BW1688                          STATION DESCRIPTION
 BW1688
 BW1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1688'2.2 MI E FROM RHINEHART.
 BW1688'2.2 MI E OF AND ALONG THE L AND A R R.  18 FEET E OF CENTER OF TRACK.
 BW1688'AT MILEAGE 197 PLUS 16 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1689 ***********************************************************************
 BW1689  DESIGNATION -  RV 198+1
 BW1689  PID         -  BW1689
 BW1689  STATE/COUNTY-  LA/CATAHOULA
 BW1689  USGS QUAD   -  WALTERS (1995)
 BW1689
 BW1689                         *CURRENT SURVEY CONTROL
 BW1689  ___________________________________________________________________
 BW1689* NAD 83(1986)-  31 36 15.     (N)    091 59 11.     (W)     SCALED    
 BW1689* NAVD 88     -        16.27   (+/-2cm)      53.4    (feet)  VERTCON   
 BW1689  ___________________________________________________________________
 BW1689  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BW1689
 BW1689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1689
 BW1689.The horizontal coordinates were scaled from a topographic map and have
 BW1689.an estimated accuracy of +/- 6 seconds.
 BW1689
 BW1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1689.The vertical order pertains to the NGVD 29 superseded value.
 BW1689
 BW1689.The geoid height was determined by GEOID03.
 BW1689
 BW1689;                    North         East    Units  Estimated Accuracy
 BW1689;SPC LA N     -   122,540.    1,048,740.      MT  (+/- 180 meters Scaled)
 BW1689
 BW1689                          SUPERSEDED SURVEY CONTROL
 BW1689
 BW1689  NGVD 29 (??/??/92)   16.262  (m)           53.35   (f) ADJ UNCH    2 0
 BW1689
 BW1689.Superseded values are not recommended for survey control.
 BW1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1689.See file dsdata.txt to determine how the superseded data were derived.
 BW1689
 BW1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ961970(NAD 83)
 BW1689_MARKER: R = RIVET
 BW1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1689+STABILITY: SURFACE MOTION
 BW1689
 BW1689  HISTORY     - Date     Condition        Report By
 BW1689  HISTORY     - UNK      MONUMENTED       LARR
 BW1689  HISTORY     - 1935     GOOD             NGS
 BW1689  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1689
 BW1689                          STATION DESCRIPTION
 BW1689
 BW1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1689'2.7 MI E FROM RHINEHART.
 BW1689'2.7 MI E OF AND ALONG THE L AND A R R.  17 FEET E OF CENTER OF TRACK.
 BW1689'AT MILEAGE 198 PLUS 1 POLE.
 BW1689
 BW1689                          STATION RECOVERY (1979)
 BW1689
 BW1689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1690 ***********************************************************************
 BW1690  DESIGNATION -  RV 198+16
 BW1690  PID         -  BW1690
 BW1690  STATE/COUNTY-  LA/CATAHOULA
 BW1690  USGS QUAD   -  WALTERS (1995)
 BW1690
 BW1690                         *CURRENT SURVEY CONTROL
 BW1690  ___________________________________________________________________
 BW1690* NAD 83(1986)-  31 35 52.     (N)    091 58 57.     (W)     SCALED    
 BW1690* NAVD 88     -        16.32   (+/-2cm)      53.5    (feet)  VERTCON   
 BW1690  ___________________________________________________________________
 BW1690  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BW1690
 BW1690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1690
 BW1690.The horizontal coordinates were scaled from a topographic map and have
 BW1690.an estimated accuracy of +/- 6 seconds.
 BW1690
 BW1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1690.The vertical order pertains to the NGVD 29 superseded value.
 BW1690
 BW1690.The geoid height was determined by GEOID03.
 BW1690
 BW1690;                    North         East    Units  Estimated Accuracy
 BW1690;SPC LA N     -   121,830.    1,049,110.      MT  (+/- 180 meters Scaled)
 BW1690
 BW1690                          SUPERSEDED SURVEY CONTROL
 BW1690
 BW1690  NGVD 29 (??/??/92)   16.317  (m)           53.53   (f) ADJ UNCH    2 0
 BW1690
 BW1690.Superseded values are not recommended for survey control.
 BW1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1690.See file dsdata.txt to determine how the superseded data were derived.
 BW1690
 BW1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ965963(NAD 83)
 BW1690_MARKER: R = RIVET
 BW1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1690+STABILITY: SURFACE MOTION
 BW1690
 BW1690  HISTORY     - Date     Condition        Report By
 BW1690  HISTORY     - UNK      MONUMENTED       LARR
 BW1690  HISTORY     - 1935     GOOD             NGS
 BW1690
 BW1690                          STATION DESCRIPTION
 BW1690
 BW1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1690'3.2 MI E FROM RHINEHART.
 BW1690'3.2 MI E OF AND ALONG THE L AND A R R.  18 FEET E OF CENTER OF TRACK.
 BW1690'AT MILEAGE 198 PLUS 16 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1691 ***********************************************************************
 BW1691  DESIGNATION -  RV 199
 BW1691  PID         -  BW1691
 BW1691  STATE/COUNTY-  LA/CATAHOULA
 BW1691  USGS QUAD   -  WALTERS (1995)
 BW1691
 BW1691                         *CURRENT SURVEY CONTROL
 BW1691  ___________________________________________________________________
 BW1691* NAD 83(1986)-  31 35 33.     (N)    091 58 35.     (W)     SCALED    
 BW1691* NAVD 88     -        16.36   (+/-2cm)      53.7    (feet)  VERTCON   
 BW1691  ___________________________________________________________________
 BW1691  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW1691
 BW1691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1691
 BW1691.The horizontal coordinates were scaled from a topographic map and have
 BW1691.an estimated accuracy of +/- 6 seconds.
 BW1691
 BW1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1691.The vertical order pertains to the NGVD 29 superseded value.
 BW1691
 BW1691.The geoid height was determined by GEOID03.
 BW1691
 BW1691;                    North         East    Units  Estimated Accuracy
 BW1691;SPC LA N     -   121,250.    1,049,690.      MT  (+/- 180 meters Scaled)
 BW1691
 BW1691                          SUPERSEDED SURVEY CONTROL
 BW1691
 BW1691  NGVD 29 (??/??/92)   16.349  (m)           53.64   (f) ADJ UNCH    2 0
 BW1691
 BW1691.Superseded values are not recommended for survey control.
 BW1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1691.See file dsdata.txt to determine how the superseded data were derived.
 BW1691
 BW1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ971957(NAD 83)
 BW1691_MARKER: R = RIVET
 BW1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1691+STABILITY: SURFACE MOTION
 BW1691
 BW1691  HISTORY     - Date     Condition        Report By
 BW1691  HISTORY     - UNK      MONUMENTED       LARR
 BW1691  HISTORY     - 1935     GOOD             NGS
 BW1691
 BW1691                          STATION DESCRIPTION
 BW1691
 BW1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1691'3.7 MI E FROM RHINEHART.
 BW1691'3.7 MI. E OF AND ALONG THE L AND A R R.  18 FEET E OF CENTER OF TRACK.
 BW1691'AT MILEPOST 199.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1692 ***********************************************************************
 BW1692  DESIGNATION -  RV 199+16
 BW1692  PID         -  BW1692
 BW1692  STATE/COUNTY-  LA/CATAHOULA
 BW1692  USGS QUAD   -  WALTERS (1995)
 BW1692
 BW1692                         *CURRENT SURVEY CONTROL
 BW1692  ___________________________________________________________________
 BW1692* NAD 83(1986)-  31 35 14.     (N)    091 58 17.     (W)     SCALED    
 BW1692* NAVD 88     -        18.09   (+/-2cm)      59.4    (feet)  VERTCON   
 BW1692  ___________________________________________________________________
 BW1692  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BW1692
 BW1692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1692
 BW1692.The horizontal coordinates were scaled from a topographic map and have
 BW1692.an estimated accuracy of +/- 6 seconds.
 BW1692
 BW1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1692.The vertical order pertains to the NGVD 29 superseded value.
 BW1692
 BW1692.The geoid height was determined by GEOID03.
 BW1692
 BW1692;                    North         East    Units  Estimated Accuracy
 BW1692;SPC LA N     -   120,670.    1,050,170.      MT  (+/- 180 meters Scaled)
 BW1692
 BW1692                          SUPERSEDED SURVEY CONTROL
 BW1692
 BW1692  NGVD 29 (??/??/92)   18.080  (m)           59.32   (f) ADJ UNCH    2 0
 BW1692
 BW1692.Superseded values are not recommended for survey control.
 BW1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1692.See file dsdata.txt to determine how the superseded data were derived.
 BW1692
 BW1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ975951(NAD 83)
 BW1692_MARKER: R = RIVET
 BW1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1692+STABILITY: SURFACE MOTION
 BW1692
 BW1692  HISTORY     - Date     Condition        Report By
 BW1692  HISTORY     - UNK      MONUMENTED       LARR
 BW1692  HISTORY     - 1935     GOOD             NGS
 BW1692
 BW1692                          STATION DESCRIPTION
 BW1692
 BW1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1692'4.2 MI E FROM RHINEHART.
 BW1692'4.2 MI E OF AND ALONG THE L AND A R R.  18 FEET E OF CENTER OF TRACK.
 BW1692'AT MILEAGE 199 PLUS 16 POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1697 ***********************************************************************
 BW1697  DESIGNATION -  RV 201+16
 BW1697  PID         -  BW1697
 BW1697  STATE/COUNTY-  LA/CATAHOULA
 BW1697  USGS QUAD   -  WALTERS (1995)
 BW1697
 BW1697                         *CURRENT SURVEY CONTROL
 BW1697  ___________________________________________________________________
 BW1697* NAD 83(1986)-  31 35 02.     (N)    091 56 21.     (W)     SCALED    
 BW1697* NAVD 88     -        16.73   (+/-2cm)      54.9    (feet)  VERTCON   
 BW1697  ___________________________________________________________________
 BW1697  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1697
 BW1697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1697
 BW1697.The horizontal coordinates were scaled from a topographic map and have
 BW1697.an estimated accuracy of +/- 6 seconds.
 BW1697
 BW1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1697.The vertical order pertains to the NGVD 29 superseded value.
 BW1697
 BW1697.The geoid height was determined by GEOID03.
 BW1697
 BW1697;                    North         East    Units  Estimated Accuracy
 BW1697;SPC LA N     -   120,310.    1,053,230.      MT  (+/- 180 meters Scaled)
 BW1697
 BW1697                          SUPERSEDED SURVEY CONTROL
 BW1697
 BW1697  NGVD 29 (??/??/92)   16.723  (m)           54.87   (f) ADJ UNCH    2 0
 BW1697
 BW1697.Superseded values are not recommended for survey control.
 BW1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1697.See file dsdata.txt to determine how the superseded data were derived.
 BW1697
 BW1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ006948(NAD 83)
 BW1697_MARKER: R = RIVET
 BW1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1697+STABILITY: SURFACE MOTION
 BW1697
 BW1697  HISTORY     - Date     Condition        Report By
 BW1697  HISTORY     - UNK      MONUMENTED       LARR
 BW1697  HISTORY     - 1935     GOOD             NGS
 BW1697  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1697
 BW1697                          STATION DESCRIPTION
 BW1697
 BW1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1697'6.4 MI E FROM RHINEHART.
 BW1697'6.4 MI E OF AND ALONG THE L AND A R R.  25 FEET E OF TRACK.  AT
 BW1697'MILEAGE 201 PLUS 16 POLES.
 BW1697
 BW1697                          STATION RECOVERY (1966)
 BW1697
 BW1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1698 ***********************************************************************
 BW1698  DESIGNATION -  RV 202
 BW1698  PID         -  BW1698
 BW1698  STATE/COUNTY-  LA/CATAHOULA
 BW1698  USGS QUAD   -  WALTERS (1995)
 BW1698
 BW1698                         *CURRENT SURVEY CONTROL
 BW1698  ___________________________________________________________________
 BW1698* NAD 83(1986)-  31 35 12.     (N)    091 55 54.     (W)     SCALED    
 BW1698* NAVD 88     -        16.46   (+/-2cm)      54.0    (feet)  VERTCON   
 BW1698  ___________________________________________________________________
 BW1698  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1698
 BW1698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1698
 BW1698.The horizontal coordinates were scaled from a topographic map and have
 BW1698.an estimated accuracy of +/- 6 seconds.
 BW1698
 BW1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1698.The vertical order pertains to the NGVD 29 superseded value.
 BW1698
 BW1698.The geoid height was determined by GEOID03.
 BW1698
 BW1698;                    North         East    Units  Estimated Accuracy
 BW1698;SPC LA N     -   120,630.    1,053,940.      MT  (+/- 180 meters Scaled)
 BW1698
 BW1698                          SUPERSEDED SURVEY CONTROL
 BW1698
 BW1698  NGVD 29 (??/??/92)   16.457  (m)           53.99   (f) ADJ UNCH    2 0
 BW1698
 BW1698.Superseded values are not recommended for survey control.
 BW1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1698.See file dsdata.txt to determine how the superseded data were derived.
 BW1698
 BW1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ013951(NAD 83)
 BW1698_MARKER: R = RIVET
 BW1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1698+STABILITY: SURFACE MOTION
 BW1698
 BW1698  HISTORY     - Date     Condition        Report By
 BW1698  HISTORY     - UNK      MONUMENTED       LARR
 BW1698  HISTORY     - 1935     GOOD             NGS
 BW1698  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1698
 BW1698                          STATION DESCRIPTION
 BW1698
 BW1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1698'6.9 MI E FROM RHINEHART.
 BW1698'6.9 MI E OF AND ALONG THE L AND A R R.  25 FEET E OF TRACK.  AT
 BW1698'MILEPOST 202.
 BW1698
 BW1698                          STATION RECOVERY (1966)
 BW1698
 BW1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1701 ***********************************************************************
 BW1701  DESIGNATION -  RV 203+1/2
 BW1701  PID         -  BW1701
 BW1701  STATE/COUNTY-  LA/CATAHOULA
 BW1701  USGS QUAD   -  WALTERS (1995)
 BW1701
 BW1701                         *CURRENT SURVEY CONTROL
 BW1701  ___________________________________________________________________
 BW1701* NAD 83(1986)-  31 35 29.     (N)    091 55 04.     (W)     SCALED    
 BW1701* NAVD 88     -        16.56   (+/-2cm)      54.3    (feet)  VERTCON   
 BW1701  ___________________________________________________________________
 BW1701  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1701
 BW1701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1701
 BW1701.The horizontal coordinates were scaled from a topographic map and have
 BW1701.an estimated accuracy of +/- 6 seconds.
 BW1701
 BW1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1701.The vertical order pertains to the NGVD 29 superseded value.
 BW1701
 BW1701.The geoid height was determined by GEOID03.
 BW1701
 BW1701;                    North         East    Units  Estimated Accuracy
 BW1701;SPC LA N     -   121,160.    1,055,260.      MT  (+/- 180 meters Scaled)
 BW1701
 BW1701                          SUPERSEDED SURVEY CONTROL
 BW1701
 BW1701  NGVD 29 (??/??/92)   16.549  (m)           54.29   (f) ADJ UNCH    2 0
 BW1701
 BW1701.Superseded values are not recommended for survey control.
 BW1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1701.See file dsdata.txt to determine how the superseded data were derived.
 BW1701
 BW1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ026956(NAD 83)
 BW1701_MARKER: R = RIVET
 BW1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1701+STABILITY: SURFACE MOTION
 BW1701
 BW1701  HISTORY     - Date     Condition        Report By
 BW1701  HISTORY     - UNK      MONUMENTED       LARR
 BW1701  HISTORY     - 1935     GOOD             NGS
 BW1701  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1701
 BW1701                          STATION DESCRIPTION
 BW1701
 BW1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1701'6.4 MI W FROM JONESVILLE.
 BW1701'6.4 MI W OF STATION ALONG THE L AND A R R.  40 FEET E OF CENTER OF
 BW1701'TRACK.  AT MILEAGE 203 1/2 POLES.
 BW1701
 BW1701                          STATION RECOVERY (1966)
 BW1701
 BW1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1704 ***********************************************************************
 BW1704  DESIGNATION -  RV 204+16
 BW1704  PID         -  BW1704
 BW1704  STATE/COUNTY-  LA/CATAHOULA
 BW1704  USGS QUAD   -  WALTERS (1995)
 BW1704
 BW1704                         *CURRENT SURVEY CONTROL
 BW1704  ___________________________________________________________________
 BW1704* NAD 83(1986)-  31 35 59.     (N)    091 53 40.     (W)     SCALED    
 BW1704* NAVD 88     -        16.71   (+/-2cm)      54.8    (feet)  VERTCON   
 BW1704  ___________________________________________________________________
 BW1704  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1704
 BW1704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1704
 BW1704.The horizontal coordinates were scaled from a topographic map and have
 BW1704.an estimated accuracy of +/- 6 seconds.
 BW1704
 BW1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1704.The vertical order pertains to the NGVD 29 superseded value.
 BW1704
 BW1704.The geoid height was determined by GEOID03.
 BW1704
 BW1704;                    North         East    Units  Estimated Accuracy
 BW1704;SPC LA N     -   122,090.    1,057,460.      MT  (+/- 180 meters Scaled)
 BW1704
 BW1704                          SUPERSEDED SURVEY CONTROL
 BW1704
 BW1704  NGVD 29 (??/??/92)   16.702  (m)           54.80   (f) ADJ UNCH    2 0
 BW1704
 BW1704.Superseded values are not recommended for survey control.
 BW1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1704.See file dsdata.txt to determine how the superseded data were derived.
 BW1704
 BW1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ048966(NAD 83)
 BW1704_MARKER: R = RIVET
 BW1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1704+STABILITY: SURFACE MOTION
 BW1704
 BW1704  HISTORY     - Date     Condition        Report By
 BW1704  HISTORY     - UNK      MONUMENTED       LARR
 BW1704  HISTORY     - 1935     GOOD             NGS
 BW1704  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1704
 BW1704                          STATION DESCRIPTION
 BW1704
 BW1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1704'4.9 MI W FROM JONESVILLE.
 BW1704'4.9 MI W OF STATION ALONG THE L AND A R R.  25 FEET E OF TRACK.  AT
 BW1704'MILEAGE 204 PLUS 16 POLES.
 BW1704
 BW1704                          STATION RECOVERY (1966)
 BW1704
 BW1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1706 ***********************************************************************
 BW1706  DESIGNATION -  RV 205
 BW1706  PID         -  BW1706
 BW1706  STATE/COUNTY-  LA/CATAHOULA
 BW1706  USGS QUAD   -  WALTERS (1995)
 BW1706
 BW1706                         *CURRENT SURVEY CONTROL
 BW1706  ___________________________________________________________________
 BW1706* NAD 83(1986)-  31 36 09.     (N)    091 53 12.     (W)     SCALED    
 BW1706* NAVD 88     -        16.70   (+/-2cm)      54.8    (feet)  VERTCON   
 BW1706  ___________________________________________________________________
 BW1706  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1706
 BW1706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1706
 BW1706.The horizontal coordinates were scaled from a topographic map and have
 BW1706.an estimated accuracy of +/- 6 seconds.
 BW1706
 BW1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1706.The vertical order pertains to the NGVD 29 superseded value.
 BW1706
 BW1706.The geoid height was determined by GEOID03.
 BW1706
 BW1706;                    North         East    Units  Estimated Accuracy
 BW1706;SPC LA N     -   122,410.    1,058,200.      MT  (+/- 180 meters Scaled)
 BW1706
 BW1706                          SUPERSEDED SURVEY CONTROL
 BW1706
 BW1706  NGVD 29 (??/??/92)   16.696  (m)           54.78   (f) ADJ UNCH    2 0
 BW1706
 BW1706.Superseded values are not recommended for survey control.
 BW1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1706.See file dsdata.txt to determine how the superseded data were derived.
 BW1706
 BW1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ056969(NAD 83)
 BW1706_MARKER: R = RIVET
 BW1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1706+STABILITY: SURFACE MOTION
 BW1706
 BW1706  HISTORY     - Date     Condition        Report By
 BW1706  HISTORY     - UNK      MONUMENTED       LARR
 BW1706  HISTORY     - 1935     GOOD             NGS
 BW1706  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1706
 BW1706                          STATION DESCRIPTION
 BW1706
 BW1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1706'4.4 MI W FROM JONESVILLE.
 BW1706'4.4 MI W OF STATION ALONG THE L AND A R R.  40 FEET E OF CENTER OF
 BW1706'TRACK.  AT MILEPOST 205.
 BW1706
 BW1706                          STATION RECOVERY (1966)
 BW1706
 BW1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1707 ***********************************************************************
 BW1707  DESIGNATION -  RV 205+15 1/2
 BW1707  PID         -  BW1707
 BW1707  STATE/COUNTY-  LA/CATAHOULA
 BW1707  USGS QUAD   -  WALTERS (1995)
 BW1707
 BW1707                         *CURRENT SURVEY CONTROL
 BW1707  ___________________________________________________________________
 BW1707* NAD 83(1986)-  31 36 18.     (N)    091 52 45.     (W)     SCALED    
 BW1707* NAVD 88     -        16.55   (+/-2cm)      54.3    (feet)  VERTCON   
 BW1707  ___________________________________________________________________
 BW1707  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1707
 BW1707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1707
 BW1707.The horizontal coordinates were scaled from a topographic map and have
 BW1707.an estimated accuracy of +/- 6 seconds.
 BW1707
 BW1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1707.The vertical order pertains to the NGVD 29 superseded value.
 BW1707
 BW1707.The geoid height was determined by GEOID03.
 BW1707
 BW1707;                    North         East    Units  Estimated Accuracy
 BW1707;SPC LA N     -   122,690.    1,058,910.      MT  (+/- 180 meters Scaled)
 BW1707
 BW1707                          SUPERSEDED SURVEY CONTROL
 BW1707
 BW1707  NGVD 29 (??/??/92)   16.543  (m)           54.27   (f) ADJ UNCH    2 0
 BW1707
 BW1707.Superseded values are not recommended for survey control.
 BW1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1707.See file dsdata.txt to determine how the superseded data were derived.
 BW1707
 BW1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ063971(NAD 83)
 BW1707_MARKER: R = RIVET
 BW1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1707+STABILITY: SURFACE MOTION
 BW1707
 BW1707  HISTORY     - Date     Condition        Report By
 BW1707  HISTORY     - UNK      MONUMENTED       LARR
 BW1707  HISTORY     - 1935     GOOD             NGS
 BW1707  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1707
 BW1707                          STATION DESCRIPTION
 BW1707
 BW1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1707'3.9 MI W FROM JONESVILLE.
 BW1707'3.9 MI W OF STATION ALONG THE L AND A R R.  25 FEET E OF CENTER OF
 BW1707'TRACK.  AT MILEAGE 205 PLUS 15 1/2 POLES.
 BW1707
 BW1707                          STATION RECOVERY (1966)
 BW1707
 BW1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1708 ***********************************************************************
 BW1708  DESIGNATION -  RV 206
 BW1708  PID         -  BW1708
 BW1708  STATE/COUNTY-  LA/CATAHOULA
 BW1708  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1708
 BW1708                         *CURRENT SURVEY CONTROL
 BW1708  ___________________________________________________________________
 BW1708* NAD 83(1986)-  31 36 20.     (N)    091 52 21.     (W)     SCALED    
 BW1708* NAVD 88     -        16.76   (+/-2cm)      55.0    (feet)  VERTCON   
 BW1708  ___________________________________________________________________
 BW1708  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1708
 BW1708  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1708
 BW1708.The horizontal coordinates were scaled from a topographic map and have
 BW1708.an estimated accuracy of +/- 6 seconds.
 BW1708
 BW1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1708.The vertical order pertains to the NGVD 29 superseded value.
 BW1708
 BW1708.The geoid height was determined by GEOID03.
 BW1708
 BW1708;                    North         East    Units  Estimated Accuracy
 BW1708;SPC LA N     -   122,750.    1,059,540.      MT  (+/- 180 meters Scaled)
 BW1708
 BW1708                          SUPERSEDED SURVEY CONTROL
 BW1708
 BW1708  NGVD 29 (??/??/92)   16.753  (m)           54.96   (f) ADJ UNCH    2 0
 BW1708
 BW1708.Superseded values are not recommended for survey control.
 BW1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1708.See file dsdata.txt to determine how the superseded data were derived.
 BW1708
 BW1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ069972(NAD 83)
 BW1708_MARKER: R = RIVET
 BW1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1708+STABILITY: SURFACE MOTION
 BW1708
 BW1708  HISTORY     - Date     Condition        Report By
 BW1708  HISTORY     - UNK      MONUMENTED       LARR
 BW1708  HISTORY     - 1935     GOOD             NGS
 BW1708  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1708
 BW1708                          STATION DESCRIPTION
 BW1708
 BW1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1708'3.4 MI W FROM JONESVILLE.
 BW1708'3.4 MI W OF STATION ALONG THE L AND A R R.  25 FEET E OF CENTER OF
 BW1708'TRACK.  AT MILEPOST 206.
 BW1708
 BW1708                          STATION RECOVERY (1966)
 BW1708
 BW1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1709 ***********************************************************************
 BW1709  DESIGNATION -  RV 206+16
 BW1709  PID         -  BW1709
 BW1709  STATE/COUNTY-  LA/CATAHOULA
 BW1709  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1709
 BW1709                         *CURRENT SURVEY CONTROL
 BW1709  ___________________________________________________________________
 BW1709* NAD 83(1986)-  31 36 24.     (N)    091 51 51.     (W)     SCALED    
 BW1709* NAVD 88     -        17.29   (+/-2cm)      56.7    (feet)  VERTCON   
 BW1709  ___________________________________________________________________
 BW1709  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1709
 BW1709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1709
 BW1709.The horizontal coordinates were scaled from a topographic map and have
 BW1709.an estimated accuracy of +/- 6 seconds.
 BW1709
 BW1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1709.The vertical order pertains to the NGVD 29 superseded value.
 BW1709
 BW1709.The geoid height was determined by GEOID03.
 BW1709
 BW1709;                    North         East    Units  Estimated Accuracy
 BW1709;SPC LA N     -   122,880.    1,060,330.      MT  (+/- 180 meters Scaled)
 BW1709
 BW1709                          SUPERSEDED SURVEY CONTROL
 BW1709
 BW1709  NGVD 29 (??/??/92)   17.282  (m)           56.70   (f) ADJ UNCH    2 0
 BW1709
 BW1709.Superseded values are not recommended for survey control.
 BW1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1709.See file dsdata.txt to determine how the superseded data were derived.
 BW1709
 BW1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ077973(NAD 83)
 BW1709_MARKER: R = RIVET
 BW1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1709+STABILITY: SURFACE MOTION
 BW1709
 BW1709  HISTORY     - Date     Condition        Report By
 BW1709  HISTORY     - UNK      MONUMENTED       LARR
 BW1709  HISTORY     - 1935     GOOD             NGS
 BW1709  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1709
 BW1709                          STATION DESCRIPTION
 BW1709
 BW1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1709'2.9 MI W FROM JONESVILLE.
 BW1709'2.9 MI W OF STATION ALONG THE L AND A R R.  25 FEET E OF CENTER OF
 BW1709'TRACK.  AT MILEAGE 206 PLUS 16 POLES.
 BW1709
 BW1709                          STATION RECOVERY (1966)
 BW1709
 BW1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1711 ***********************************************************************
 BW1711  DESIGNATION -  RV 207
 BW1711  PID         -  BW1711
 BW1711  STATE/COUNTY-  LA/CATAHOULA
 BW1711  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1711
 BW1711                         *CURRENT SURVEY CONTROL
 BW1711  ___________________________________________________________________
 BW1711* NAD 83(1986)-  31 36 34.     (N)    091 51 14.     (W)     SCALED    
 BW1711* NAVD 88     -        16.92   (+/-2cm)      55.5    (feet)  VERTCON   
 BW1711  ___________________________________________________________________
 BW1711  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1711
 BW1711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1711
 BW1711.The horizontal coordinates were scaled from a topographic map and have
 BW1711.an estimated accuracy of +/- 6 seconds.
 BW1711
 BW1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1711.The vertical order pertains to the NGVD 29 superseded value.
 BW1711
 BW1711.The geoid height was determined by GEOID03.
 BW1711
 BW1711;                    North         East    Units  Estimated Accuracy
 BW1711;SPC LA N     -   123,190.    1,061,310.      MT  (+/- 180 meters Scaled)
 BW1711
 BW1711                          SUPERSEDED SURVEY CONTROL
 BW1711
 BW1711  NGVD 29 (??/??/92)   16.911  (m)           55.48   (f) ADJ UNCH    2 0
 BW1711
 BW1711.Superseded values are not recommended for survey control.
 BW1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1711.See file dsdata.txt to determine how the superseded data were derived.
 BW1711
 BW1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ087977(NAD 83)
 BW1711_MARKER: R = RIVET
 BW1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1711+STABILITY: SURFACE MOTION
 BW1711
 BW1711  HISTORY     - Date     Condition        Report By
 BW1711  HISTORY     - UNK      MONUMENTED       LARR
 BW1711  HISTORY     - 1935     GOOD             NGS
 BW1711  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1711  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1711
 BW1711                          STATION DESCRIPTION
 BW1711
 BW1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1711'2.4 MI W FROM JONESVILLE.
 BW1711'2.4 MI W OF STATION ALONG THE L AND A R R.  25 FEET E OF CENTER OF
 BW1711'TRACK.  AT MILEPOST 207.
 BW1711
 BW1711                          STATION RECOVERY (1966)
 BW1711
 BW1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1711'MARK NOT FOUND.
 BW1711
 BW1711                          STATION RECOVERY (1979)
 BW1711
 BW1711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1711'MILE POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1712 ***********************************************************************
 BW1712  DESIGNATION -  RV 207+16 3/4
 BW1712  PID         -  BW1712
 BW1712  STATE/COUNTY-  LA/CATAHOULA
 BW1712  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1712
 BW1712                         *CURRENT SURVEY CONTROL
 BW1712  ___________________________________________________________________
 BW1712* NAD 83(1986)-  31 36 47.     (N)    091 50 49.     (W)     SCALED    
 BW1712* NAVD 88     -        16.36   (+/-2cm)      53.7    (feet)  VERTCON   
 BW1712  ___________________________________________________________________
 BW1712  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1712
 BW1712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1712
 BW1712.The horizontal coordinates were scaled from a topographic map and have
 BW1712.an estimated accuracy of +/- 6 seconds.
 BW1712
 BW1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1712.The vertical order pertains to the NGVD 29 superseded value.
 BW1712
 BW1712.The geoid height was determined by GEOID03.
 BW1712
 BW1712;                    North         East    Units  Estimated Accuracy
 BW1712;SPC LA N     -   123,600.    1,061,960.      MT  (+/- 180 meters Scaled)
 BW1712
 BW1712                          SUPERSEDED SURVEY CONTROL
 BW1712
 BW1712  NGVD 29 (??/??/92)   16.354  (m)           53.65   (f) ADJ UNCH    2 0
 BW1712
 BW1712.Superseded values are not recommended for survey control.
 BW1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1712.See file dsdata.txt to determine how the superseded data were derived.
 BW1712
 BW1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ093981(NAD 83)
 BW1712_MARKER: R = RIVET
 BW1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1712+STABILITY: SURFACE MOTION
 BW1712
 BW1712  HISTORY     - Date     Condition        Report By
 BW1712  HISTORY     - UNK      MONUMENTED       LARR
 BW1712  HISTORY     - 1935     GOOD             NGS
 BW1712  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1712
 BW1712                          STATION DESCRIPTION
 BW1712
 BW1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1712'1.9 MI W FROM JONESVILLE.
 BW1712'1.9 MI W OF STATION ALONG THE L AND A R R.  22 FEET E OF CENTER OF
 BW1712'TRACK.  MILEAGE 207 PLUS 16 3/4 POLES.
 BW1712
 BW1712                          STATION RECOVERY (1966)
 BW1712
 BW1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1713 ***********************************************************************
 BW1713  DESIGNATION -  RV 208+1/4
 BW1713  PID         -  BW1713
 BW1713  STATE/COUNTY-  LA/CATAHOULA
 BW1713  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1713
 BW1713                         *CURRENT SURVEY CONTROL
 BW1713  ___________________________________________________________________
 BW1713* NAD 83(1986)-  31 37 00.     (N)    091 50 23.     (W)     SCALED    
 BW1713* NAVD 88     -        16.73   (+/-2cm)      54.9    (feet)  VERTCON   
 BW1713  ___________________________________________________________________
 BW1713  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1713
 BW1713  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1713
 BW1713.The horizontal coordinates were scaled from a topographic map and have
 BW1713.an estimated accuracy of +/- 6 seconds.
 BW1713
 BW1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1713.The vertical order pertains to the NGVD 29 superseded value.
 BW1713
 BW1713.The geoid height was determined by GEOID03.
 BW1713
 BW1713;                    North         East    Units  Estimated Accuracy
 BW1713;SPC LA N     -   124,000.    1,062,650.      MT  (+/- 180 meters Scaled)
 BW1713
 BW1713                          SUPERSEDED SURVEY CONTROL
 BW1713
 BW1713  NGVD 29 (??/??/92)   16.720  (m)           54.86   (f) ADJ UNCH    1 2
 BW1713
 BW1713.Superseded values are not recommended for survey control.
 BW1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1713.See file dsdata.txt to determine how the superseded data were derived.
 BW1713
 BW1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ100985(NAD 83)
 BW1713_MARKER: R = RIVET
 BW1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1713+STABILITY: SURFACE MOTION
 BW1713
 BW1713  HISTORY     - Date     Condition        Report By
 BW1713  HISTORY     - UNK      MONUMENTED       LARR
 BW1713  HISTORY     - 1966     GOOD             NGS
 BW1713  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1713
 BW1713                          STATION DESCRIPTION
 BW1713
 BW1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1713'1.85 MI W FROM JONESVILLE.
 BW1713'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1713'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1713'1.4 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION
 BW1713'37, T 7 N, R 6 E, ABOUT 0.25 MILE WEST OF THE JONESVILLE AIRPORT, 87
 BW1713'FEET NORTHEAST OF MILEPOST 208, 17 1/2 FEET NORTHWEST OF THE NORTHWEST
 BW1713'RAIL, 13 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A DRAINAGE DITCH,
 BW1713'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A MONEL-METAL RIVET SET IN
 BW1713'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BW1713
 BW1713                          STATION RECOVERY (1979)
 BW1713
 BW1713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1714 ***********************************************************************
 BW1714  DESIGNATION -  RV 208+16
 BW1714  PID         -  BW1714
 BW1714  STATE/COUNTY-  LA/CATAHOULA
 BW1714  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1714
 BW1714                         *CURRENT SURVEY CONTROL
 BW1714  ___________________________________________________________________
 BW1714* NAD 83(1986)-  31 37 12.     (N)    091 49 59.     (W)     SCALED    
 BW1714* NAVD 88     -        16.72   (+/-2cm)      54.9    (feet)  VERTCON   
 BW1714  ___________________________________________________________________
 BW1714  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1714
 BW1714  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1714
 BW1714.This mark is at Jonesville Airport (LA18)
 BW1714
 BW1714.The horizontal coordinates were scaled from a topographic map and have
 BW1714.an estimated accuracy of +/- 6 seconds.
 BW1714
 BW1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1714.The vertical order pertains to the NGVD 29 superseded value.
 BW1714
 BW1714.The geoid height was determined by GEOID03.
 BW1714
 BW1714;                    North         East    Units  Estimated Accuracy
 BW1714;SPC LA N     -   124,380.    1,063,280.      MT  (+/- 180 meters Scaled)
 BW1714
 BW1714                          SUPERSEDED SURVEY CONTROL
 BW1714
 BW1714  NGVD 29 (??/??/92)   16.716  (m)           54.84   (f) ADJ UNCH    1 2
 BW1714
 BW1714.Superseded values are not recommended for survey control.
 BW1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1714.See file dsdata.txt to determine how the superseded data were derived.
 BW1714
 BW1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ106989(NAD 83)
 BW1714_MARKER: R = RIVET
 BW1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1714+STABILITY: SURFACE MOTION
 BW1714
 BW1714  HISTORY     - Date     Condition        Report By
 BW1714  HISTORY     - UNK      MONUMENTED       LARR
 BW1714  HISTORY     - 1966     GOOD             NGS
 BW1714  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1714
 BW1714                          STATION DESCRIPTION
 BW1714
 BW1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1714'1.35 MI W FROM JONESVILLE.
 BW1714'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1714'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1714'0.9 MILE WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION 37,
 BW1714'T 8 N, R 6 E, ABOUT 0.2 MILE SOUTH OF AND ACROSS A PAVED RUNWAY ON THE
 BW1714'JONESVILLE AIRPORT FROM 3 LARGE METAL BUILDINGS AT THE FAIRGROUNDS,
 BW1714'ABOUT 33 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 65 1/2
 BW1714'FEET NORTHWEST OF AND ACROSS THE TRACK FROM A BRACED TELEPHONE POLE,
 BW1714'24 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 5 FEET BELOW THE LEVEL
 BW1714'OF THE TRACK, A MONEL-METAL RIVET SET IN THE TOP OF A CONCRETE POST
 BW1714'PROJECTING 10 INCHES.
 BW1714
 BW1714                          STATION RECOVERY (1979)
 BW1714
 BW1714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1715 ***********************************************************************
 BW1715  DESIGNATION -  RV 209
 BW1715  PID         -  BW1715
 BW1715  STATE/COUNTY-  LA/CATAHOULA
 BW1715  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1715
 BW1715                         *CURRENT SURVEY CONTROL
 BW1715  ___________________________________________________________________
 BW1715* NAD 83(1986)-  31 37 16.     (N)    091 49 29.     (W)     SCALED    
 BW1715* NAVD 88     -        18.04   (+/-2cm)      59.2    (feet)  VERTCON   
 BW1715  ___________________________________________________________________
 BW1715  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1715
 BW1715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1715
 BW1715.The horizontal coordinates were scaled from a topographic map and have
 BW1715.an estimated accuracy of +/- 6 seconds.
 BW1715
 BW1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1715.The vertical order pertains to the NGVD 29 superseded value.
 BW1715
 BW1715.The geoid height was determined by GEOID03.
 BW1715
 BW1715;                    North         East    Units  Estimated Accuracy
 BW1715;SPC LA N     -   124,500.    1,064,070.      MT  (+/- 180 meters Scaled)
 BW1715
 BW1715                          SUPERSEDED SURVEY CONTROL
 BW1715
 BW1715  NGVD 29 (??/??/92)   18.034  (m)           59.17   (f) ADJ UNCH    2 0
 BW1715
 BW1715.Superseded values are not recommended for survey control.
 BW1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1715.See file dsdata.txt to determine how the superseded data were derived.
 BW1715
 BW1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ114990(NAD 83)
 BW1715_MARKER: R = RIVET
 BW1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1715+STABILITY: SURFACE MOTION
 BW1715
 BW1715  HISTORY     - Date     Condition        Report By
 BW1715  HISTORY     - UNK      MONUMENTED       LARR
 BW1715  HISTORY     - 1935     GOOD             NGS
 BW1715  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1715  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1715
 BW1715                          STATION DESCRIPTION
 BW1715
 BW1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW1715'0.4 MI W FROM JONESVILLE.
 BW1715'0.4 MI W OF STATION ALONG THE L AND A R R.  22 FEET E OF CENTER OF
 BW1715'TRACK.  AT MILEPOST 209.
 BW1715
 BW1715                          STATION RECOVERY (1966)
 BW1715
 BW1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1715'MARK NOT FOUND.
 BW1715
 BW1715                          STATION RECOVERY (1979)
 BW1715
 BW1715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1715'MILE POST IS NOW GONE. THE AREA IS GROWN UP IN BRUSH AND WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL0617 ***********************************************************************
 DL0617  DESIGNATION -  RV 47+6
 DL0617  PID         -  DL0617
 DL0617  STATE/COUNTY-  LA/WEBSTER
 DL0617  USGS QUAD   -  TAYLOR (1978)
 DL0617
 DL0617                         *CURRENT SURVEY CONTROL
 DL0617  ___________________________________________________________________
 DL0617* NAD 83(1986)-  33 00 46.     (N)    093 27 43.     (W)     SCALED    
 DL0617* NAVD 88     -        73.204  (meters)     240.17   (feet)  ADJUSTED  
 DL0617  ___________________________________________________________________
 DL0617  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL0617  DYNAMIC HT  -          73.125 (meters)     239.91  (feet)  COMP
 DL0617  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 DL0617
 DL0617  VERT ORDER  -  SECOND    CLASS 0
 DL0617
 DL0617.The horizontal coordinates were scaled from a topographic map and have
 DL0617.an estimated accuracy of +/- 6 seconds.
 DL0617
 DL0617.The orthometric height was determined by differential leveling
 DL0617.and adjusted by the National Geodetic Survey in June 1991..
 DL0617
 DL0617.The geoid height was determined by GEOID03.
 DL0617
 DL0617.The dynamic height is computed by dividing the NAVD 88
 DL0617.geopotential number by the normal gravity value computed on the
 DL0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0617.degrees latitude (g = 980.6199 gals.).
 DL0617
 DL0617.The modeled gravity was interpolated from observed gravity values.
 DL0617
 DL0617;                    North         East    Units  Estimated Accuracy
 DL0617;SPC LA N     -   279,020.      910,110.      MT  (+/- 180 meters Scaled)
 DL0617
 DL0617                          SUPERSEDED SURVEY CONTROL
 DL0617
 DL0617  NGVD 29 (??/??/92)   73.261  (m)          240.36   (f) ADJ UNCH    2 0
 DL0617
 DL0617.Superseded values are not recommended for survey control.
 DL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0617.See file dsdata.txt to determine how the superseded data were derived.
 DL0617
 DL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS568527(NAD 83)
 DL0617_MARKER: R = RIVET
 DL0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL0617_SP_SET: CULVERT
 DL0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0617
 DL0617  HISTORY     - Date     Condition        Report By
 DL0617  HISTORY     - UNK      MONUMENTED       LARR
 DL0617  HISTORY     - 1934     GOOD             NGS
 DL0617
 DL0617                          STATION DESCRIPTION
 DL0617
 DL0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL0617'0.6 MI N FROM SPRING HILL.
 DL0617'ABOUT 0.6 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL0617'STATION AT SPRING HILL, WEBSTER PARISH, AT POLE 47+6, AND IN THE TOP
 DL0617'OF THE EAST HEAD WALL OF A CULVERT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1335 ***********************************************************************
 CQ1335  DESIGNATION -  RV 48
 CQ1335  PID         -  CQ1335
 CQ1335  STATE/COUNTY-  LA/WEBSTER
 CQ1335  USGS QUAD   -  CULLEN (1981)
 CQ1335
 CQ1335                         *CURRENT SURVEY CONTROL
 CQ1335  ___________________________________________________________________
 CQ1335* NAD 83(1986)-  32 59 39.     (N)    093 27 41.     (W)     SCALED    
 CQ1335* NAVD 88     -        71.75   (+/-2cm)     235.4    (feet)  VERTCON   
 CQ1335  ___________________________________________________________________
 CQ1335  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1335
 CQ1335  VERT ORDER  -  ? (See Below)
 CQ1335
 CQ1335.The horizontal coordinates were scaled from a topographic map and have
 CQ1335.an estimated accuracy of +/- 6 seconds.
 CQ1335
 CQ1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1335.The vertical order pertains to the NGVD 29 superseded value.
 CQ1335
 CQ1335.The geoid height was determined by GEOID03.
 CQ1335
 CQ1335;                    North         East    Units  Estimated Accuracy
 CQ1335;SPC LA N     -   276,960.      910,140.      MT  (+/- 180 meters Scaled)
 CQ1335
 CQ1335                          SUPERSEDED SURVEY CONTROL
 CQ1335
 CQ1335  NGVD 29 (??/??/??)   71.807  (m)          235.59   (f) ADJUSTED    ?  
 CQ1335
 CQ1335.Superseded values are not recommended for survey control.
 CQ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1335.See file dsdata.txt to determine how the superseded data were derived.
 CQ1335
 CQ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS568507(NAD 83)
 CQ1335_MARKER: R = RIVET
 CQ1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1335+STABILITY: SURFACE MOTION
 CQ1335
 CQ1335  HISTORY     - Date     Condition        Report By
 CQ1335  HISTORY     - UNK      MONUMENTED       LARR
 CQ1335  HISTORY     - 1938     POOR             CGS
 CQ1335  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1335
 CQ1335                          STATION DESCRIPTION
 CQ1335
 CQ1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1335'0.3 MI N FROM SPRINGHILL.
 CQ1335'ABOUT 0.3 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1335'STATION AT SPRING HILL, WEBSTER PARISH, ABOUT 4 RAILS SOUTH OF A ROAD
 CQ1335'CROSSING, ABOUT 2 RAILS SOUTH OF POLE 48+15, AND EAST OF THE TRACK. A
 CQ1335'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CQ1335
 CQ1335                          STATION RECOVERY (2002)
 CQ1335
 CQ1335'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1203 ***********************************************************************
 DL1203  DESIGNATION -  RV 48
 DL1203  PID         -  DL1203
 DL1203  STATE/COUNTY-  LA/WEBSTER
 DL1203  USGS QUAD   -  TAYLOR (1978)
 DL1203
 DL1203                         *CURRENT SURVEY CONTROL
 DL1203  ___________________________________________________________________
 DL1203* NAD 83(1986)-  33 00 04.     (N)    093 27 43.     (W)     SCALED    
 DL1203* NAVD 88     -        71.750  (meters)     235.40   (feet)  ADJUSTED  
 DL1203  ___________________________________________________________________
 DL1203  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DL1203  DYNAMIC HT  -          71.671 (meters)     235.14  (feet)  COMP
 DL1203  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 DL1203
 DL1203  VERT ORDER  -  SECOND    CLASS 0
 DL1203
 DL1203.The horizontal coordinates were scaled from a topographic map and have
 DL1203.an estimated accuracy of +/- 6 seconds.
 DL1203
 DL1203.The orthometric height was determined by differential leveling
 DL1203.and adjusted by the National Geodetic Survey in June 1991..
 DL1203
 DL1203.The geoid height was determined by GEOID03.
 DL1203
 DL1203.The dynamic height is computed by dividing the NAVD 88
 DL1203.geopotential number by the normal gravity value computed on the
 DL1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1203.degrees latitude (g = 980.6199 gals.).
 DL1203
 DL1203.The modeled gravity was interpolated from observed gravity values.
 DL1203
 DL1203;                    North         East    Units  Estimated Accuracy
 DL1203;SPC LA N     -   277,730.      910,100.      MT  (+/- 180 meters Scaled)
 DL1203
 DL1203                          SUPERSEDED SURVEY CONTROL
 DL1203
 DL1203  NGVD 29 (??/??/92)   71.81   (m)          235.6    (f) COMPUTED    2 0
 DL1203
 DL1203.Superseded values are not recommended for survey control.
 DL1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1203.See file dsdata.txt to determine how the superseded data were derived.
 DL1203
 DL1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS568515(NAD 83)
 DL1203_MARKER: R = RIVET
 DL1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DL1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1203+STABILITY: SURFACE MOTION
 DL1203
 DL1203  HISTORY     - Date     Condition        Report By
 DL1203  HISTORY     - UNK      MONUMENTED       KCSRR
 DL1203  HISTORY     - 1934     GOOD             NGS
 DL1203
 DL1203                          STATION DESCRIPTION
 DL1203
 DL1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DL1203'0.2 MI S FROM SPRINGHILL.
 DL1203'ABOUT 0.2 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 DL1203'STATION AT SPRING HILL, WEBSTER PARISH, AT MILEPOST 48, AND EAST OF
 DL1203'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DL1203'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1336 ***********************************************************************
 CQ1336  DESIGNATION -  RV 48.5
 CQ1336  PID         -  CQ1336
 CQ1336  STATE/COUNTY-  LA/WEBSTER
 CQ1336  USGS QUAD   -  CULLEN (1981)
 CQ1336
 CQ1336                         *CURRENT SURVEY CONTROL
 CQ1336  ___________________________________________________________________
 CQ1336* NAD 83(1986)-  32 59 39.     (N)    093 27 41.     (W)     SCALED    
 CQ1336* NAVD 88     -        71.156  (meters)     233.45   (feet)  ADJUSTED  
 CQ1336  ___________________________________________________________________
 CQ1336  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1336  DYNAMIC HT  -          71.079 (meters)     233.20  (feet)  COMP
 CQ1336  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 CQ1336
 CQ1336  VERT ORDER  -  SECOND    CLASS 0
 CQ1336
 CQ1336.The horizontal coordinates were scaled from a topographic map and have
 CQ1336.an estimated accuracy of +/- 6 seconds.
 CQ1336
 CQ1336.The orthometric height was determined by differential leveling
 CQ1336.and adjusted by the National Geodetic Survey in June 1991..
 CQ1336
 CQ1336.The geoid height was determined by GEOID03.
 CQ1336
 CQ1336.The dynamic height is computed by dividing the NAVD 88
 CQ1336.geopotential number by the normal gravity value computed on the
 CQ1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1336.degrees latitude (g = 980.6199 gals.).
 CQ1336
 CQ1336.The modeled gravity was interpolated from observed gravity values.
 CQ1336
 CQ1336;                    North         East    Units  Estimated Accuracy
 CQ1336;SPC LA N     -   276,960.      910,140.      MT  (+/- 180 meters Scaled)
 CQ1336
 CQ1336                          SUPERSEDED SURVEY CONTROL
 CQ1336
 CQ1336  NGVD 29 (??/??/??)   71.214  (m)          233.64   (f) ADJUSTED    2 0
 CQ1336
 CQ1336.Superseded values are not recommended for survey control.
 CQ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1336.See file dsdata.txt to determine how the superseded data were derived.
 CQ1336
 CQ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS568507(NAD 83)
 CQ1336_MARKER: R = RIVET
 CQ1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1336+STABILITY: SURFACE MOTION
 CQ1336
 CQ1336  HISTORY     - Date     Condition        Report By
 CQ1336  HISTORY     - UNK      MONUMENTED       LARR
 CQ1336  HISTORY     - 1938     POOR             CGS
 CQ1336  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1336
 CQ1336                          STATION DESCRIPTION
 CQ1336
 CQ1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1336'0.3 MI N FROM SPRINGHILL.
 CQ1336'ABOUT 0.3 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1336'STATION AT SPRING HILL, WEBSTER PARISH, ABOUT 4 RAILS SOUTH OF A ROAD
 CQ1336'CROSSING, ABOUT 2 RAILS SOUTH OF POLE 48+15, AND EAST OF THE TRACK. A
 CQ1336'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CQ1336
 CQ1336                          STATION RECOVERY (2002)
 CQ1336
 CQ1336'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1337 ***********************************************************************
 CQ1337  DESIGNATION -  RV 49
 CQ1337  PID         -  CQ1337
 CQ1337  STATE/COUNTY-  LA/WEBSTER
 CQ1337  USGS QUAD   -  CULLEN (1981)
 CQ1337
 CQ1337                         *CURRENT SURVEY CONTROL
 CQ1337  ___________________________________________________________________
 CQ1337* NAD 83(1986)-  32 59 14.     (N)    093 27 35.     (W)     SCALED    
 CQ1337* NAVD 88     -        80.270  (meters)     263.35   (feet)  ADJUSTED  
 CQ1337  ___________________________________________________________________
 CQ1337  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1337  DYNAMIC HT  -          80.183 (meters)     263.07  (feet)  COMP
 CQ1337  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 CQ1337
 CQ1337  VERT ORDER  -  SECOND    CLASS 0
 CQ1337
 CQ1337.The horizontal coordinates were scaled from a topographic map and have
 CQ1337.an estimated accuracy of +/- 6 seconds.
 CQ1337
 CQ1337.The orthometric height was determined by differential leveling
 CQ1337.and adjusted by the National Geodetic Survey in June 1991..
 CQ1337
 CQ1337.The geoid height was determined by GEOID03.
 CQ1337
 CQ1337.The dynamic height is computed by dividing the NAVD 88
 CQ1337.geopotential number by the normal gravity value computed on the
 CQ1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1337.degrees latitude (g = 980.6199 gals.).
 CQ1337
 CQ1337.The modeled gravity was interpolated from observed gravity values.
 CQ1337
 CQ1337;                    North         East    Units  Estimated Accuracy
 CQ1337;SPC LA N     -   276,190.      910,290.      MT  (+/- 180 meters Scaled)
 CQ1337
 CQ1337                          SUPERSEDED SURVEY CONTROL
 CQ1337
 CQ1337  NGVD 29 (??/??/??)   80.328  (m)          263.54   (f) ADJUSTED    2 0
 CQ1337
 CQ1337.Superseded values are not recommended for survey control.
 CQ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1337.See file dsdata.txt to determine how the superseded data were derived.
 CQ1337
 CQ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS570499(NAD 83)
 CQ1337_MARKER: R = RIVET
 CQ1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1337+STABILITY: SURFACE MOTION
 CQ1337
 CQ1337  HISTORY     - Date     Condition        Report By
 CQ1337  HISTORY     - UNK      MONUMENTED       LARR
 CQ1337  HISTORY     - 1934     GOOD             CGS
 CQ1337  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1337
 CQ1337                          STATION DESCRIPTION
 CQ1337
 CQ1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1337'1.2 MI S FROM SPRINGHILL.
 CQ1337'ABOUT 1.2 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1337'THE STATION AT SPRING HILL, WEBSTER PARISH, AT MILEPOST 49, AND EAST
 CQ1337'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CQ1337'CONCRETE POST.
 CQ1337
 CQ1337                          STATION RECOVERY (2002)
 CQ1337
 CQ1337'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2490 ***********************************************************************
 CQ2490  DESIGNATION -  RV 50
 CQ2490  PID         -  CQ2490
 CQ2490  STATE/COUNTY-  LA/WEBSTER
 CQ2490  USGS QUAD   -  CULLEN (1981)
 CQ2490
 CQ2490                         *CURRENT SURVEY CONTROL
 CQ2490  ___________________________________________________________________
 CQ2490* NAD 83(1986)-  32 58 22.     (N)    093 27 22.     (W)     SCALED    
 CQ2490* NAVD 88     -        77.010  (meters)     252.66   (feet)  ADJUSTED  
 CQ2490  ___________________________________________________________________
 CQ2490  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2490  DYNAMIC HT  -          76.926 (meters)     252.38  (feet)  COMP
 CQ2490  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 CQ2490
 CQ2490  VERT ORDER  -  SECOND    CLASS 0
 CQ2490
 CQ2490.The horizontal coordinates were scaled from a topographic map and have
 CQ2490.an estimated accuracy of +/- 6 seconds.
 CQ2490
 CQ2490.The orthometric height was determined by differential leveling
 CQ2490.and adjusted by the National Geodetic Survey in June 1991..
 CQ2490
 CQ2490.The geoid height was determined by GEOID03.
 CQ2490
 CQ2490.The dynamic height is computed by dividing the NAVD 88
 CQ2490.geopotential number by the normal gravity value computed on the
 CQ2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2490.degrees latitude (g = 980.6199 gals.).
 CQ2490
 CQ2490.The modeled gravity was interpolated from observed gravity values.
 CQ2490
 CQ2490;                    North         East    Units  Estimated Accuracy
 CQ2490;SPC LA N     -   274,580.      910,620.      MT  (+/- 180 meters Scaled)
 CQ2490
 CQ2490                          SUPERSEDED SURVEY CONTROL
 CQ2490
 CQ2490  NGVD 29 (??/??/??)   77.068  (m)          252.85   (f) ADJUSTED    2 0
 CQ2490
 CQ2490.Superseded values are not recommended for survey control.
 CQ2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2490.See file dsdata.txt to determine how the superseded data were derived.
 CQ2490
 CQ2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS573483(NAD 83)
 CQ2490_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CQ2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2490+STABILITY: SURFACE MOTION
 CQ2490
 CQ2490  HISTORY     - Date     Condition        Report By
 CQ2490  HISTORY     - 1938     MONUMENTED       USGS
 CQ2490  HISTORY     - 1938     GOOD             CGS
 CQ2490  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ2490
 CQ2490                          STATION DESCRIPTION
 CQ2490
 CQ2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2490'2.8 MI S FROM SPRINGHILL.
 CQ2490'ABOUT 2.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ2490'THE STATION AT SPRING HILL, WEBSTER PARISH, BETWEEN THE SIXTEENTH AND
 CQ2490'SEVENTEENTH POLES SOUTH OF MILEPOST 50, AND EAST OF THE TRACK.  A
 CQ2490'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CQ2490
 CQ2490                          STATION RECOVERY (2002)
 CQ2490
 CQ2490'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ2490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1340 ***********************************************************************
 CQ1340  DESIGNATION -  RV 50+16.5
 CQ1340  PID         -  CQ1340
 CQ1340  STATE/COUNTY-  LA/WEBSTER
 CQ1340  USGS QUAD   -  CULLEN (1981)
 CQ1340
 CQ1340                         *CURRENT SURVEY CONTROL
 CQ1340  ___________________________________________________________________
 CQ1340* NAD 83(1986)-  32 57 54.     (N)    093 27 15.     (W)     SCALED    
 CQ1340* NAVD 88     -        76.091  (meters)     249.64   (feet)  ADJUSTED  
 CQ1340  ___________________________________________________________________
 CQ1340  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ1340  DYNAMIC HT  -          76.008 (meters)     249.37  (feet)  COMP
 CQ1340  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 CQ1340
 CQ1340  VERT ORDER  -  SECOND    CLASS 0
 CQ1340
 CQ1340.The horizontal coordinates were scaled from a topographic map and have
 CQ1340.an estimated accuracy of +/- 6 seconds.
 CQ1340
 CQ1340.The orthometric height was determined by differential leveling
 CQ1340.and adjusted by the National Geodetic Survey in June 1991..
 CQ1340
 CQ1340.The geoid height was determined by GEOID03.
 CQ1340
 CQ1340.The dynamic height is computed by dividing the NAVD 88
 CQ1340.geopotential number by the normal gravity value computed on the
 CQ1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1340.degrees latitude (g = 980.6199 gals.).
 CQ1340
 CQ1340.The modeled gravity was interpolated from observed gravity values.
 CQ1340
 CQ1340;                    North         East    Units  Estimated Accuracy
 CQ1340;SPC LA N     -   273,720.      910,790.      MT  (+/- 180 meters Scaled)
 CQ1340
 CQ1340                          SUPERSEDED SURVEY CONTROL
 CQ1340
 CQ1340  NGVD 29 (??/??/??)   76.150  (m)          249.84   (f) ADJUSTED    2 0
 CQ1340
 CQ1340.Superseded values are not recommended for survey control.
 CQ1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1340.See file dsdata.txt to determine how the superseded data were derived.
 CQ1340
 CQ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS575474(NAD 83)
 CQ1340_MARKER: R = RIVET
 CQ1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1340+STABILITY: SURFACE MOTION
 CQ1340
 CQ1340  HISTORY     - Date     Condition        Report By
 CQ1340  HISTORY     - UNK      MONUMENTED       LARR
 CQ1340  HISTORY     - 1934     GOOD             CGS
 CQ1340  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1340
 CQ1340                          STATION DESCRIPTION
 CQ1340
 CQ1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1340'2.8 MI S FROM SPRINGHILL.
 CQ1340'ABOUT 2.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1340'THE STATION AT SPRING HILL, WEBSTER PARISH, BETWEEN THE SIXTEENTH AND
 CQ1340'SEVENTEENTH POLES SOUTH OF MILEPOST 50, AND EAST OF THE TRACK.  A
 CQ1340'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CQ1340
 CQ1340                          STATION RECOVERY (2002)
 CQ1340
 CQ1340'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1342 ***********************************************************************
 CQ1342  DESIGNATION -  RV 51
 CQ1342  PID         -  CQ1342
 CQ1342  STATE/COUNTY-  LA/WEBSTER
 CQ1342  USGS QUAD   -  CULLEN (1981)
 CQ1342
 CQ1342                         *CURRENT SURVEY CONTROL
 CQ1342  ___________________________________________________________________
 CQ1342* NAD 83(1986)-  32 57 28.     (N)    093 27 09.     (W)     SCALED    
 CQ1342* NAVD 88     -        75.981  (meters)     249.28   (feet)  ADJUSTED  
 CQ1342  ___________________________________________________________________
 CQ1342  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1342  DYNAMIC HT  -          75.898 (meters)     249.01  (feet)  COMP
 CQ1342  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 CQ1342
 CQ1342  VERT ORDER  -  SECOND    CLASS 0
 CQ1342
 CQ1342.The horizontal coordinates were scaled from a topographic map and have
 CQ1342.an estimated accuracy of +/- 6 seconds.
 CQ1342
 CQ1342.The orthometric height was determined by differential leveling
 CQ1342.and adjusted by the National Geodetic Survey in June 1991..
 CQ1342
 CQ1342.The geoid height was determined by GEOID03.
 CQ1342
 CQ1342.The dynamic height is computed by dividing the NAVD 88
 CQ1342.geopotential number by the normal gravity value computed on the
 CQ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1342.degrees latitude (g = 980.6199 gals.).
 CQ1342
 CQ1342.The modeled gravity was interpolated from observed gravity values.
 CQ1342
 CQ1342;                    North         East    Units  Estimated Accuracy
 CQ1342;SPC LA N     -   272,910.      910,940.      MT  (+/- 180 meters Scaled)
 CQ1342
 CQ1342                          SUPERSEDED SURVEY CONTROL
 CQ1342
 CQ1342  NGVD 29 (??/??/??)   76.040  (m)          249.47   (f) ADJUSTED    2 0
 CQ1342
 CQ1342.Superseded values are not recommended for survey control.
 CQ1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1342.See file dsdata.txt to determine how the superseded data were derived.
 CQ1342
 CQ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS577466(NAD 83)
 CQ1342_MARKER: R = RIVET
 CQ1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1342+STABILITY: SURFACE MOTION
 CQ1342
 CQ1342  HISTORY     - Date     Condition        Report By
 CQ1342  HISTORY     - UNK      MONUMENTED       LARR
 CQ1342  HISTORY     - 1934     GOOD             CGS
 CQ1342  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1342
 CQ1342                          STATION DESCRIPTION
 CQ1342
 CQ1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1342'3.3 MI S FROM SPRINGHILL.
 CQ1342'ABOUT 3.2 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1342'THE STATION AT SPRING HILL, WEBSTER PARISH, AT MILEPOST 51, AND EAST
 CQ1342'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CQ1342'CONCRETE POST.
 CQ1342
 CQ1342                          STATION RECOVERY (2002)
 CQ1342
 CQ1342'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1344 ***********************************************************************
 CQ1344  DESIGNATION -  RV 52
 CQ1344  PID         -  CQ1344
 CQ1344  STATE/COUNTY-  LA/WEBSTER
 CQ1344  USGS QUAD   -  CULLEN (1981)
 CQ1344
 CQ1344                         *CURRENT SURVEY CONTROL
 CQ1344  ___________________________________________________________________
 CQ1344* NAD 83(1986)-  32 56 36.     (N)    093 27 07.     (W)     SCALED    
 CQ1344* NAVD 88     -        77.244  (meters)     253.42   (feet)  ADJUSTED  
 CQ1344  ___________________________________________________________________
 CQ1344  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1344  DYNAMIC HT  -          77.160 (meters)     253.15  (feet)  COMP
 CQ1344  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 CQ1344
 CQ1344  VERT ORDER  -  SECOND    CLASS 0
 CQ1344
 CQ1344.The horizontal coordinates were scaled from a topographic map and have
 CQ1344.an estimated accuracy of +/- 6 seconds.
 CQ1344
 CQ1344.The orthometric height was determined by differential leveling
 CQ1344.and adjusted by the National Geodetic Survey in June 1991..
 CQ1344
 CQ1344.The geoid height was determined by GEOID03.
 CQ1344
 CQ1344.The dynamic height is computed by dividing the NAVD 88
 CQ1344.geopotential number by the normal gravity value computed on the
 CQ1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1344.degrees latitude (g = 980.6199 gals.).
 CQ1344
 CQ1344.The modeled gravity was interpolated from observed gravity values.
 CQ1344
 CQ1344;                    North         East    Units  Estimated Accuracy
 CQ1344;SPC LA N     -   271,310.      910,980.      MT  (+/- 180 meters Scaled)
 CQ1344
 CQ1344                          SUPERSEDED SURVEY CONTROL
 CQ1344
 CQ1344  NGVD 29 (??/??/??)   77.304  (m)          253.62   (f) ADJUSTED    2 0
 CQ1344
 CQ1344.Superseded values are not recommended for survey control.
 CQ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1344.See file dsdata.txt to determine how the superseded data were derived.
 CQ1344
 CQ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS577450(NAD 83)
 CQ1344_MARKER: R = RIVET
 CQ1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1344+STABILITY: SURFACE MOTION
 CQ1344
 CQ1344  HISTORY     - Date     Condition        Report By
 CQ1344  HISTORY     - UNK      MONUMENTED       LARR
 CQ1344  HISTORY     - 1934     GOOD             CGS
 CQ1344  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1344
 CQ1344                          STATION DESCRIPTION
 CQ1344
 CQ1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1344'3.5 MI N FROM SAREPTA.
 CQ1344'ABOUT 3.5 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1344'THE STATION AT SAREPTA, WEBSTER PARISH, AT MILEPOST 52, AND EAST OF
 CQ1344'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1344'POST.
 CQ1344
 CQ1344                          STATION RECOVERY (2002)
 CQ1344
 CQ1344'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0822 ***********************************************************************
 BW0822  DESIGNATION -  RV 528/25
 BW0822  PID         -  BW0822
 BW0822  STATE/COUNTY-  LA/TENSAS
 BW0822  USGS QUAD   -  LAKE BRUIN (1994)
 BW0822
 BW0822                         *CURRENT SURVEY CONTROL
 BW0822  ___________________________________________________________________
 BW0822* NAD 83(1986)-  31 59 15.     (N)    091 15 22.     (W)     SCALED    
 BW0822* NAVD 88     -        23.24   (+/-2cm)      76.2    (feet)  VERTCON   
 BW0822  ___________________________________________________________________
 BW0822  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0822
 BW0822  VERT ORDER  -  ? (See Below)
 BW0822
 BW0822.The horizontal coordinates were scaled from a topographic map and have
 BW0822.an estimated accuracy of +/- 6 seconds.
 BW0822
 BW0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0822.The vertical order pertains to the NGVD 29 superseded value.
 BW0822
 BW0822.The geoid height was determined by GEOID03.
 BW0822
 BW0822;                    North         East    Units  Estimated Accuracy
 BW0822;SPC LA N     -   165,600.    1,117,540.      MT  (+/- 180 meters Scaled)
 BW0822
 BW0822                          SUPERSEDED SURVEY CONTROL
 BW0822
 BW0822  NGVD 29 (??/??/92)   23.254  (m)           76.29   (f) ADJ UNCH    ?  
 BW0822
 BW0822.Superseded values are not recommended for survey control.
 BW0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0822.See file dsdata.txt to determine how the superseded data were derived.
 BW0822
 BW0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR647403(NAD 83)
 BW0822_MARKER: R = RIVET
 BW0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0822_SP_SET: FOOTING
 BW0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0822
 BW0822  HISTORY     - Date     Condition        Report By
 BW0822  HISTORY     - UNK      MONUMENTED       MPRR
 BW0822  HISTORY     - 1935     GOOD             NGS
 BW0822  HISTORY     - 1944     MARK NOT FOUND   NGS
 BW0822
 BW0822                          STATION DESCRIPTION
 BW0822
 BW0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW0822'5.0 MI N FROM ST JOSEPH.
 BW0822'5.0 MILES NORTH OF AND ALONG MISSOURI PACIFIC R.R. 325 YARDS SOUTH OF
 BW0822'MILE POLE 528/20, AT LAKE BRUIN R.R. WATER TANK, SET IN THE N.E.
 BW0822'CORNER OF THE CONCRETE FOOTING OF THE CENTER PIPE OF THE TANK.
 BW0822
 BW0822                          STATION RECOVERY (1944)
 BW0822
 BW0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BW0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1346 ***********************************************************************
 CQ1346  DESIGNATION -  RV 53
 CQ1346  PID         -  CQ1346
 CQ1346  STATE/COUNTY-  LA/WEBSTER
 CQ1346  USGS QUAD   -  CULLEN (1981)
 CQ1346
 CQ1346                         *CURRENT SURVEY CONTROL
 CQ1346  ___________________________________________________________________
 CQ1346* NAD 83(1986)-  32 55 45.     (N)    093 27 06.     (W)     SCALED    
 CQ1346* NAVD 88     -        76.522  (meters)     251.06   (feet)  ADJUSTED  
 CQ1346  ___________________________________________________________________
 CQ1346  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CQ1346  DYNAMIC HT  -          76.438 (meters)     250.78  (feet)  COMP
 CQ1346  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CQ1346
 CQ1346  VERT ORDER  -  SECOND    CLASS 0
 CQ1346
 CQ1346.The horizontal coordinates were scaled from a topographic map and have
 CQ1346.an estimated accuracy of +/- 6 seconds.
 CQ1346
 CQ1346.The orthometric height was determined by differential leveling
 CQ1346.and adjusted by the National Geodetic Survey in June 1991..
 CQ1346
 CQ1346.The geoid height was determined by GEOID03.
 CQ1346
 CQ1346.The dynamic height is computed by dividing the NAVD 88
 CQ1346.geopotential number by the normal gravity value computed on the
 CQ1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1346.degrees latitude (g = 980.6199 gals.).
 CQ1346
 CQ1346.The modeled gravity was interpolated from observed gravity values.
 CQ1346
 CQ1346;                    North         East    Units  Estimated Accuracy
 CQ1346;SPC LA N     -   269,740.      910,990.      MT  (+/- 180 meters Scaled)
 CQ1346
 CQ1346                          SUPERSEDED SURVEY CONTROL
 CQ1346
 CQ1346  NGVD 29 (??/??/??)   76.582  (m)          251.25   (f) ADJUSTED    2 0
 CQ1346
 CQ1346.Superseded values are not recommended for survey control.
 CQ1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1346.See file dsdata.txt to determine how the superseded data were derived.
 CQ1346
 CQ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS577435(NAD 83)
 CQ1346_MARKER: R = RIVET
 CQ1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1346+STABILITY: SURFACE MOTION
 CQ1346
 CQ1346  HISTORY     - Date     Condition        Report By
 CQ1346  HISTORY     - UNK      MONUMENTED       LARR
 CQ1346  HISTORY     - 1934     GOOD             CGS
 CQ1346
 CQ1346                          STATION DESCRIPTION
 CQ1346
 CQ1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1346'2.5 MI N FROM SAREPTA.
 CQ1346'ABOUT 2.5 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1346'THE STATION AT SAREPTA, WEBSTER PARISH, AT MILEPOST 53, AND EAST OF
 CQ1346'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1346'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0825 ***********************************************************************
 BW0825  DESIGNATION -  RV 530/24
 BW0825  PID         -  BW0825
 BW0825  STATE/COUNTY-  LA/TENSAS
 BW0825  USGS QUAD   -  LAKE BRUIN (1994)
 BW0825
 BW0825                         *CURRENT SURVEY CONTROL
 BW0825  ___________________________________________________________________
 BW0825* NAD 83(1986)-  31 57 52.     (N)    091 15 03.     (W)     SCALED    
 BW0825* NAVD 88     -        23.07   (+/-2cm)      75.7    (feet)  VERTCON   
 BW0825  ___________________________________________________________________
 BW0825  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0825
 BW0825  VERT ORDER  -  ? (See Below)
 BW0825
 BW0825.The horizontal coordinates were scaled from a topographic map and have
 BW0825.an estimated accuracy of +/- 6 seconds.
 BW0825
 BW0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0825.The vertical order pertains to the NGVD 29 superseded value.
 BW0825
 BW0825.The geoid height was determined by GEOID03.
 BW0825
 BW0825;                    North         East    Units  Estimated Accuracy
 BW0825;SPC LA N     -   163,050.    1,118,070.      MT  (+/- 180 meters Scaled)
 BW0825
 BW0825                          SUPERSEDED SURVEY CONTROL
 BW0825
 BW0825  NGVD 29 (??/??/92)   23.083  (m)           75.73   (f) ADJ UNCH    ?  
 BW0825
 BW0825.Superseded values are not recommended for survey control.
 BW0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0825.See file dsdata.txt to determine how the superseded data were derived.
 BW0825
 BW0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR652378(NAD 83)
 BW0825_MARKER: R = RIVET
 BW0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0825_SP_SET: CULVERT
 BW0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0825
 BW0825  HISTORY     - Date     Condition        Report By
 BW0825  HISTORY     - UNK      MONUMENTED       MPRR
 BW0825  HISTORY     - 1935     GOOD             NGS
 BW0825
 BW0825                          STATION DESCRIPTION
 BW0825
 BW0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BW0825'3.0 MI NW FROM ST JOSEPH.
 BW0825'3 MILES N.W. OF AND ALONG THE MISSOURI PACIFIC R.R. 240 YARDS S.E. OF
 BW0825'MILE POLE 530/20, 14 FEET N.E. OF CENTER OF THE TRACK, SET IN THE
 BW0825'CENTER OF THE CONCRETE HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0371 ***********************************************************************
 CQ0371  DESIGNATION -  RV 531/17 MPRR
 CQ0371  PID         -  CQ0371
 CQ0371  STATE/COUNTY-  LA/CALDWELL
 CQ0371  USGS QUAD   -  COLUMBIA (1989)
 CQ0371
 CQ0371                         *CURRENT SURVEY CONTROL
 CQ0371  ___________________________________________________________________
 CQ0371* NAD 83(1986)-  32 05 46.     (N)    092 05 28.     (W)     SCALED    
 CQ0371* NAVD 88     -        48.85   (+/-2cm)     160.3    (feet)  VERTCON   
 CQ0371  ___________________________________________________________________
 CQ0371  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ0371
 CQ0371  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0371
 CQ0371.The horizontal coordinates were scaled from a topographic map and have
 CQ0371.an estimated accuracy of +/- 6 seconds.
 CQ0371
 CQ0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0371.The vertical order pertains to the NGVD 29 superseded value.
 CQ0371
 CQ0371.The geoid height was determined by GEOID03.
 CQ0371
 CQ0371;                    North         East    Units  Estimated Accuracy
 CQ0371;SPC LA N     -   177,040.    1,038,590.      MT  (+/- 180 meters Scaled)
 CQ0371
 CQ0371                          SUPERSEDED SURVEY CONTROL
 CQ0371
 CQ0371  NGVD 29 (??/??/??)   48.872  (m)          160.34   (f) ADJUSTED    1 2
 CQ0371
 CQ0371.Superseded values are not recommended for survey control.
 CQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0371.See file dsdata.txt to determine how the superseded data were derived.
 CQ0371
 CQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR857514(NAD 83)
 CQ0371_MARKER: R = RIVET
 CQ0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0371_SP_SET: CONCRETE BASE
 CQ0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0371
 CQ0371  HISTORY     - Date     Condition        Report By
 CQ0371  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0371  HISTORY     - 1966     GOOD             CGS
 CQ0371
 CQ0371                          STATION DESCRIPTION
 CQ0371
 CQ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0371'4.0 MI SW FROM COLUMBIA.
 CQ0371'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST
 CQ0371'END OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.6 MILE
 CQ0371'SOUTHWEST ALONG STATE HIGHWAY 4, THENCE 1.6 MILES NORTHEAST ALONG THE
 CQ0371'MISSOURI PACIFIC RAILROAD, OR ABOUT 3.95 MILES NORTHEAST ALONG THE
 CQ0371'MISSOURI PACIFIC RAILROAD FROM THE STATION AT GRAYSON, OR ABOUT 1.0
 CQ0371'MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 CQ0371'COLUMBIA, IN SECTION 17, T 13 N, R 4 E, 17 POLES SOUTHWEST OF MILEPOST
 CQ0371'531, 8 FEET WEST OF THE WEST RAIL, ABOUT LEVEL WITH THE TRACK, ABOUT 3
 CQ0371'INCHES ABOVE THE GROUND, A MONEL METAL RIVET SET IN THE TOP OF THE
 CQ0371'NORTHEAST CORNER OF THE CONCRETE BASE FOR A BATTERY BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0370 ***********************************************************************
 CQ0370  DESIGNATION -  RV 532/3 MPRR
 CQ0370  PID         -  CQ0370
 CQ0370  STATE/COUNTY-  LA/CALDWELL
 CQ0370  USGS QUAD   -  COLUMBIA (1989)
 CQ0370
 CQ0370                         *CURRENT SURVEY CONTROL
 CQ0370  ___________________________________________________________________
 CQ0370* NAD 83(1986)-  32 05 17.     (N)    092 05 40.     (W)     SCALED    
 CQ0370* NAVD 88     -        53.34   (+/-2cm)     175.0    (feet)  VERTCON   
 CQ0370  ___________________________________________________________________
 CQ0370  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0370
 CQ0370  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0370
 CQ0370.The horizontal coordinates were scaled from a topographic map and have
 CQ0370.an estimated accuracy of +/- 6 seconds.
 CQ0370
 CQ0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0370.The vertical order pertains to the NGVD 29 superseded value.
 CQ0370
 CQ0370.The geoid height was determined by GEOID03.
 CQ0370
 CQ0370;                    North         East    Units  Estimated Accuracy
 CQ0370;SPC LA N     -   176,150.    1,038,280.      MT  (+/- 180 meters Scaled)
 CQ0370
 CQ0370                          SUPERSEDED SURVEY CONTROL
 CQ0370
 CQ0370  NGVD 29 (??/??/??)   53.360  (m)          175.07   (f) ADJUSTED    1 2
 CQ0370
 CQ0370.Superseded values are not recommended for survey control.
 CQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0370.See file dsdata.txt to determine how the superseded data were derived.
 CQ0370
 CQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR854505(NAD 83)
 CQ0370_MARKER: R = RIVET
 CQ0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0370_SP_SET: SEMAPHORE
 CQ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0370
 CQ0370  HISTORY     - Date     Condition        Report By
 CQ0370  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0370  HISTORY     - 1966     GOOD             CGS
 CQ0370
 CQ0370                          STATION DESCRIPTION
 CQ0370
 CQ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0370'3.0 MI SW FROM COLUMBIA.
 CQ0370'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST
 CQ0370'END OF THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.6 MILE
 CQ0370'SOUTHWEST ALONG STATE HIGHWAY 4, THENCE 0.6 MILE NORTHEAST ALONG THE
 CQ0370'MISSOURI PACIFIC RAILROAD, OR ABOUT 2.95 MILES NORTHEAST ALONG THE
 CQ0370'MISSOURI PACIFIC RAILROAD FROM THE STATION AT GRAYSON, OR ABOUT 1.6
 CQ0370'MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 CQ0370'AT COLUMBIA, IN SECTION 19, T 13 N, R 4 E, 3 POLES SOUTHWEST OF
 CQ0370'MILEPOST 532, 7 FEET EAST OF THE EAST RAIL, ABOUT LEVEL WITH THE
 CQ0370'TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, A MONEL METAL RIVET
 CQ0370'SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A
 CQ0370'SEMAPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0368 ***********************************************************************
 CQ0368  DESIGNATION -  RV 533/17 MPRR
 CQ0368  PID         -  CQ0368
 CQ0368  STATE/COUNTY-  LA/CALDWELL
 CQ0368  USGS QUAD   -  COLUMBIA (1989)
 CQ0368
 CQ0368                         *CURRENT SURVEY CONTROL
 CQ0368  ___________________________________________________________________
 CQ0368* NAD 83(1986)-  32 04 05.     (N)    092 05 39.     (W)     SCALED    
 CQ0368* NAVD 88     -        56.00   (+/-2cm)     183.7    (feet)  VERTCON   
 CQ0368  ___________________________________________________________________
 CQ0368  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0368
 CQ0368  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0368
 CQ0368.The horizontal coordinates were scaled from a topographic map and have
 CQ0368.an estimated accuracy of +/- 6 seconds.
 CQ0368
 CQ0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0368.The vertical order pertains to the NGVD 29 superseded value.
 CQ0368
 CQ0368.The geoid height was determined by GEOID03.
 CQ0368
 CQ0368;                    North         East    Units  Estimated Accuracy
 CQ0368;SPC LA N     -   173,930.    1,038,320.      MT  (+/- 180 meters Scaled)
 CQ0368
 CQ0368                          SUPERSEDED SURVEY CONTROL
 CQ0368
 CQ0368  NGVD 29 (??/??/??)   56.020  (m)          183.79   (f) ADJUSTED    1 2
 CQ0368
 CQ0368.Superseded values are not recommended for survey control.
 CQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0368.See file dsdata.txt to determine how the superseded data were derived.
 CQ0368
 CQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR854483(NAD 83)
 CQ0368_MARKER: R = RIVET
 CQ0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0368_SP_SET: SEMAPHORE
 CQ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0368
 CQ0368  HISTORY     - Date     Condition        Report By
 CQ0368  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0368  HISTORY     - 1966     GOOD             CGS
 CQ0368
 CQ0368                          STATION DESCRIPTION
 CQ0368
 CQ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0368'1.6 MI NE FROM GRAYSON.
 CQ0368'ABOUT 1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0368'STATION AT GRAYSON, OR ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY
 CQ0368'165 FROM THE SOUTHWEST END OF THE BRIDGE OVER THE QUACHITA RIVER AT
 CQ0368'COLUMBIA, THENCE 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 4, THENCE 0.75
 CQ0368'MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD, IN SECTION 31, T 13 N,
 CQ0368'R 4 E, 8 FEET EAST OF THE EAST RAIL, 73 FEET WEST OF THE CENTER LINE
 CQ0368'OF U.S. HIGHWAY 165, ABOUT LEVEL WITH THE TRACK, ABOUT 3 FEET ABOVE
 CQ0368'THE LEVEL OF THE HIGHWAY, A MONEL METAL RIVET SET IN THE TOP OF THE
 CQ0368'SOUTHWEST CORNER OF THE CONCRETE BASE OF AN ABANDONED SEMAPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0365 ***********************************************************************
 CQ0365  DESIGNATION -  RV 534 6 MPRR
 CQ0365  PID         -  CQ0365
 CQ0365  STATE/COUNTY-  LA/CALDWELL
 CQ0365  USGS QUAD   -  COLUMBIA (1989)
 CQ0365
 CQ0365                         *CURRENT SURVEY CONTROL
 CQ0365  ___________________________________________________________________
 CQ0365* NAD 83(1986)-  32 03 42.     (N)    092 05 55.     (W)     SCALED    
 CQ0365* NAVD 88     -        53.64   (+/-2cm)     176.0    (feet)  VERTCON   
 CQ0365  ___________________________________________________________________
 CQ0365  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0365
 CQ0365  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0365
 CQ0365.The horizontal coordinates were scaled from a topographic map and have
 CQ0365.an estimated accuracy of +/- 6 seconds.
 CQ0365
 CQ0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0365.The vertical order pertains to the NGVD 29 superseded value.
 CQ0365
 CQ0365.The geoid height was determined by GEOID03.
 CQ0365
 CQ0365;                    North         East    Units  Estimated Accuracy
 CQ0365;SPC LA N     -   173,220.    1,037,900.      MT  (+/- 180 meters Scaled)
 CQ0365
 CQ0365                          SUPERSEDED SURVEY CONTROL
 CQ0365
 CQ0365  NGVD 29 (??/??/??)   53.651  (m)          176.02   (f) ADJUSTED    1 2
 CQ0365
 CQ0365.Superseded values are not recommended for survey control.
 CQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0365.See file dsdata.txt to determine how the superseded data were derived.
 CQ0365
 CQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR850476(NAD 83)
 CQ0365_MARKER: R = RIVET
 CQ0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0365_SP_SET: CONCRETE BASE
 CQ0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0365
 CQ0365  HISTORY     - Date     Condition        Report By
 CQ0365  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0365  HISTORY     - 1965     GOOD             CGS
 CQ0365
 CQ0365                          STATION DESCRIPTION
 CQ0365
 CQ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ0365'1.0 MI NE FROM GRAYSON.
 CQ0365'ABOUT 1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0365'STATION AT GRAYSON, IN SECTION 31, T 13 N, R 4 E, ABOUT 6 POLES
 CQ0365'SOUTHWEST OF MILEPOST 534, 9.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 CQ0365'THE MAIN TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, A MONEL
 CQ0365'METAL RIVET SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 CQ0365'BASE OF AN ABANDONED RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0354 ***********************************************************************
 CQ0354  DESIGNATION -  RV 537/2 MPRR
 CQ0354  PID         -  CQ0354
 CQ0354  STATE/COUNTY-  LA/CALDWELL
 CQ0354  USGS QUAD   -  CLARKS (1989)
 CQ0354
 CQ0354                         *CURRENT SURVEY CONTROL
 CQ0354  ___________________________________________________________________
 CQ0354* NAD 83(1986)-  32 01 51.     (N)    092 08 00.     (W)     SCALED    
 CQ0354* NAVD 88     -        40.66   (+/-2cm)     133.4    (feet)  VERTCON   
 CQ0354  ___________________________________________________________________
 CQ0354  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0354
 CQ0354  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0354
 CQ0354.The horizontal coordinates were scaled from a topographic map and have
 CQ0354.an estimated accuracy of +/- 6 seconds.
 CQ0354
 CQ0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0354.The vertical order pertains to the NGVD 29 superseded value.
 CQ0354
 CQ0354.The geoid height was determined by GEOID03.
 CQ0354
 CQ0354;                    North         East    Units  Estimated Accuracy
 CQ0354;SPC LA N     -   169,790.    1,034,630.      MT  (+/- 180 meters Scaled)
 CQ0354
 CQ0354                          SUPERSEDED SURVEY CONTROL
 CQ0354
 CQ0354  NGVD 29 (??/??/??)   40.679  (m)          133.46   (f) ADJUSTED    1 2
 CQ0354
 CQ0354.Superseded values are not recommended for survey control.
 CQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0354.See file dsdata.txt to determine how the superseded data were derived.
 CQ0354
 CQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR818441(NAD 83)
 CQ0354_MARKER: R = RIVET
 CQ0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0354_SP_SET: CULVERT
 CQ0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0354
 CQ0354  HISTORY     - Date     Condition        Report By
 CQ0354  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0354  HISTORY     - 1966     GOOD             CGS
 CQ0354
 CQ0354                          STATION DESCRIPTION
 CQ0354
 CQ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0354'0.3 MI NE FROM CLARKS.
 CQ0354'ABOUT 0.3 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0354'STATION AT CLARKS, IN SECTION 11, T 12 N, R 3 E, ABOUT 2 1/4 POLES
 CQ0354'SOUTHWEST OF MILEPOST 537, 15.3 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CQ0354'A MONEL METAL RIVET SET IN THE TOP OF THE CENTER OF A DOUBLE CHANNEL
 CQ0354'CONCRETE CULVERT, AND ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0344 ***********************************************************************
 CQ0344  DESIGNATION -  RV 539/29 MPRR
 CQ0344  PID         -  CQ0344
 CQ0344  STATE/COUNTY-  LA/CALDWELL
 CQ0344  USGS QUAD   -  CLARKS (1989)
 CQ0344
 CQ0344                         *CURRENT SURVEY CONTROL
 CQ0344  ___________________________________________________________________
 CQ0344* NAD 83(1986)-  32 00 07.     (N)    092 10 01.     (W)     SCALED    
 CQ0344* NAVD 88     -        38.27   (+/-2cm)     125.6    (feet)  VERTCON   
 CQ0344  ___________________________________________________________________
 CQ0344  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0344
 CQ0344  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0344
 CQ0344.The horizontal coordinates were scaled from a topographic map and have
 CQ0344.an estimated accuracy of +/- 6 seconds.
 CQ0344
 CQ0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0344.The vertical order pertains to the NGVD 29 superseded value.
 CQ0344
 CQ0344.The geoid height was determined by GEOID03.
 CQ0344
 CQ0344;                    North         East    Units  Estimated Accuracy
 CQ0344;SPC LA N     -   166,580.    1,031,470.      MT  (+/- 180 meters Scaled)
 CQ0344
 CQ0344                          SUPERSEDED SURVEY CONTROL
 CQ0344
 CQ0344  NGVD 29 (??/??/??)   38.285  (m)          125.61   (f) ADJUSTED    1 2
 CQ0344
 CQ0344.Superseded values are not recommended for survey control.
 CQ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0344.See file dsdata.txt to determine how the superseded data were derived.
 CQ0344
 CQ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR786409(NAD 83)
 CQ0344_MARKER: R = RIVET
 CQ0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0344_SP_SET: CONCRETE BASE
 CQ0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0344
 CQ0344  HISTORY     - Date     Condition        Report By
 CQ0344  HISTORY     - UNK      MONUMENTED       MPRR
 CQ0344  HISTORY     - 1965     MARK NOT FOUND   CGS
 CQ0344
 CQ0344                          STATION DESCRIPTION
 CQ0344
 CQ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ0344'1.7 MI NE FROM KELLY.
 CQ0344'1.7 MILES NW ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 CQ0344'KELLY, 29 POLES SW OF MILEPOST 539, AT SEMAPHORE 5398, IN THE TOP OF
 CQ0344'THE SE CORNER OF THE CONCRETE BASE, AND E OF THE TRACK.  A STANDARD
 CQ0344'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1347 ***********************************************************************
 CQ1347  DESIGNATION -  RV 54
 CQ1347  PID         -  CQ1347
 CQ1347  STATE/COUNTY-  LA/WEBSTER
 CQ1347  USGS QUAD   -  CULLEN (1981)
 CQ1347
 CQ1347                         *CURRENT SURVEY CONTROL
 CQ1347  ___________________________________________________________________
 CQ1347* NAD 83(1986)-  32 54 48.     (N)    093 27 03.     (W)     SCALED    
 CQ1347* NAVD 88     -        82.233  (meters)     269.79   (feet)  ADJUSTED  
 CQ1347  ___________________________________________________________________
 CQ1347  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ1347  DYNAMIC HT  -          82.143 (meters)     269.50  (feet)  COMP
 CQ1347  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CQ1347
 CQ1347  VERT ORDER  -  SECOND    CLASS 0
 CQ1347
 CQ1347.The horizontal coordinates were scaled from a topographic map and have
 CQ1347.an estimated accuracy of +/- 6 seconds.
 CQ1347
 CQ1347.The orthometric height was determined by differential leveling
 CQ1347.and adjusted by the National Geodetic Survey in June 1991..
 CQ1347
 CQ1347.The geoid height was determined by GEOID03.
 CQ1347
 CQ1347.The dynamic height is computed by dividing the NAVD 88
 CQ1347.geopotential number by the normal gravity value computed on the
 CQ1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1347.degrees latitude (g = 980.6199 gals.).
 CQ1347
 CQ1347.The modeled gravity was interpolated from observed gravity values.
 CQ1347
 CQ1347;                    North         East    Units  Estimated Accuracy
 CQ1347;SPC LA N     -   267,980.      911,050.      MT  (+/- 180 meters Scaled)
 CQ1347
 CQ1347                          SUPERSEDED SURVEY CONTROL
 CQ1347
 CQ1347  NGVD 29 (??/??/??)   82.311  (m)          270.05   (f) ADJUSTED    2 0
 CQ1347
 CQ1347.Superseded values are not recommended for survey control.
 CQ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1347.See file dsdata.txt to determine how the superseded data were derived.
 CQ1347
 CQ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS578417(NAD 83)
 CQ1347_MARKER: R = RIVET
 CQ1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1347+STABILITY: SURFACE MOTION
 CQ1347
 CQ1347  HISTORY     - Date     Condition        Report By
 CQ1347  HISTORY     - UNK      MONUMENTED       LARR
 CQ1347  HISTORY     - 1934     GOOD             CGS
 CQ1347
 CQ1347                          STATION DESCRIPTION
 CQ1347
 CQ1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1347'1.4 MI N FROM SAREPTA.
 CQ1347'ABOUT 1.4 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1347'THE STATION AT SAREPTA, WEBSTER PARISH, AT MILEPOST 54, AND EAST OF
 CQ1347'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1347'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0118 ***********************************************************************
 BX0118  DESIGNATION -  RV 540+14 MPRR
 BX0118  PID         -  BX0118
 BX0118  STATE/COUNTY-  LA/CALDWELL
 BX0118  USGS QUAD   -  OLLA EAST (1984)
 BX0118
 BX0118                         *CURRENT SURVEY CONTROL
 BX0118  ___________________________________________________________________
 BX0118* NAD 83(1986)-  31 59 40.     (N)    092 10 09.     (W)     SCALED    
 BX0118* NAVD 88     -        36.68   (+/-2cm)     120.3    (feet)  VERTCON   
 BX0118  ___________________________________________________________________
 BX0118  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0118
 BX0118  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0118
 BX0118.The horizontal coordinates were scaled from a topographic map and have
 BX0118.an estimated accuracy of +/- 6 seconds.
 BX0118
 BX0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0118.The vertical order pertains to the NGVD 29 superseded value.
 BX0118
 BX0118.The geoid height was determined by GEOID03.
 BX0118
 BX0118;                    North         East    Units  Estimated Accuracy
 BX0118;SPC LA N     -   165,740.    1,031,260.      MT  (+/- 180 meters Scaled)
 BX0118
 BX0118                          SUPERSEDED SURVEY CONTROL
 BX0118
 BX0118  NGVD 29 (??/??/??)   36.694  (m)          120.39   (f) ADJUSTED    1 2
 BX0118
 BX0118.Superseded values are not recommended for survey control.
 BX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0118.See file dsdata.txt to determine how the superseded data were derived.
 BX0118
 BX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR784401(NAD 83)
 BX0118_MARKER: R = RIVET
 BX0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0118_SP_SET: BASE
 BX0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0118
 BX0118  HISTORY     - Date     Condition        Report By
 BX0118  HISTORY     - UNK      MONUMENTED       MPRR
 BX0118  HISTORY     - 1965     MARK NOT FOUND   CGS
 BX0118
 BX0118                          STATION DESCRIPTION
 BX0118
 BX0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0118'1.1 MI NE FROM KELLY.
 BX0118'1.1 MILES NE ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 BX0118'STATION AT KELLY.  14 POLES SE OF MILEPOST 540, W OF THE TRACK, AT A
 BX0118'RELAY CASE, AND IN THE TOP OF THE NW CORNER OF THE CONCRETE BASE.  A
 BX0118'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0116 ***********************************************************************
 BX0116  DESIGNATION -  RV 540+29 MPRR
 BX0116  PID         -  BX0116
 BX0116  STATE/COUNTY-  LA/CALDWELL
 BX0116  USGS QUAD   -  OLLA EAST (1984)
 BX0116
 BX0116                         *CURRENT SURVEY CONTROL
 BX0116  ___________________________________________________________________
 BX0116* NAD 83(1986)-  31 59 17.     (N)    092 10 19.     (W)     SCALED    
 BX0116* NAVD 88     -        36.80   (+/-2cm)     120.7    (feet)  VERTCON   
 BX0116  ___________________________________________________________________
 BX0116  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0116
 BX0116  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0116
 BX0116.The horizontal coordinates were scaled from a topographic map and have
 BX0116.an estimated accuracy of +/- 6 seconds.
 BX0116
 BX0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0116.The vertical order pertains to the NGVD 29 superseded value.
 BX0116
 BX0116.The geoid height was determined by GEOID03.
 BX0116
 BX0116;                    North         East    Units  Estimated Accuracy
 BX0116;SPC LA N     -   165,040.    1,031,000.      MT  (+/- 180 meters Scaled)
 BX0116
 BX0116                          SUPERSEDED SURVEY CONTROL
 BX0116
 BX0116  NGVD 29 (??/??/??)   36.815  (m)          120.78   (f) ADJUSTED    1 2
 BX0116
 BX0116.Superseded values are not recommended for survey control.
 BX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0116.See file dsdata.txt to determine how the superseded data were derived.
 BX0116
 BX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR782394(NAD 83)
 BX0116_MARKER: R = RIVET
 BX0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0116_SP_SET: BASE
 BX0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0116
 BX0116  HISTORY     - Date     Condition        Report By
 BX0116  HISTORY     - UNK      MONUMENTED       MPRR
 BX0116  HISTORY     - 1965     GOOD             CGS
 BX0116
 BX0116                          STATION DESCRIPTION
 BX0116
 BX0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0116'KELLY.
 BX0116'0.6 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0116'STATION AT KELLY, CALDWELL PARISH, ABOUT 29 POLES SOUTHWEST OF
 BX0116'MILEPOST 540, AT SEMAPHORE 5408, IN THE TOP OF THE SOUTHWEST CORNER OF
 BX0116'THE CONCRETE BASE, AND EAST OF THE TRACK.  A STANDARD MONEL-METAL
 BX0116'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0113 ***********************************************************************
 BX0113  DESIGNATION -  RV 541+18 MPRR
 BX0113  PID         -  BX0113
 BX0113  STATE/COUNTY-  LA/CALDWELL
 BX0113  USGS QUAD   -  OLLA EAST (1984)
 BX0113
 BX0113                         *CURRENT SURVEY CONTROL
 BX0113  ___________________________________________________________________
 BX0113* NAD 83(1986)-  31 58 47.     (N)    092 10 34.     (W)     SCALED    
 BX0113* NAVD 88     -        36.69   (+/-2cm)     120.4    (feet)  VERTCON   
 BX0113  ___________________________________________________________________
 BX0113  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0113
 BX0113  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0113
 BX0113.The horizontal coordinates were scaled from a topographic map and have
 BX0113.an estimated accuracy of +/- 6 seconds.
 BX0113
 BX0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0113.The vertical order pertains to the NGVD 29 superseded value.
 BX0113
 BX0113.The geoid height was determined by GEOID03.
 BX0113
 BX0113;                    North         East    Units  Estimated Accuracy
 BX0113;SPC LA N     -   164,110.    1,030,610.      MT  (+/- 180 meters Scaled)
 BX0113
 BX0113                          SUPERSEDED SURVEY CONTROL
 BX0113
 BX0113  NGVD 29 (??/??/??)   36.709  (m)          120.44   (f) ADJUSTED    1 2
 BX0113
 BX0113.Superseded values are not recommended for survey control.
 BX0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0113.See file dsdata.txt to determine how the superseded data were derived.
 BX0113
 BX0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR778384(NAD 83)
 BX0113_MARKER: R = RIVET
 BX0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0113_SP_SET: CULVERT
 BX0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0113+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BX0113
 BX0113  HISTORY     - Date     Condition        Report By
 BX0113  HISTORY     - UNK      MONUMENTED       MPRR
 BX0113  HISTORY     - 1965     GOOD             CGS
 BX0113  HISTORY     - 1976     GOOD             LADTD
 BX0113  HISTORY     - 20041116 GOOD             USPSQD
 BX0113
 BX0113                          STATION DESCRIPTION
 BX0113
 BX0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0113'0.1 MI S FROM KELLY.
 BX0113'ABOUT 0.1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BX0113'OFFICE AT KELLY, 13 RAILS SOUTH OF THE CROSSING OF STATE HIGHWAY 506,
 BX0113'2 POLES NORTH OF MILEPOST 541/20, 9.7 FEET EAST OF THE EAST RAIL OF
 BX0113'THE MAIN TRACK, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, A MONEL
 BX0113'RIVET SET IN THE TOP OF THE EAST CONCRETE HEAD WALL OF A DOUBLE
 BX0113'CHANNEL CULVERT.
 BX0113
 BX0113                          STATION RECOVERY (1976)
 BX0113
 BX0113'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 BX0113'RECOVERED IN GOOD CONDITION.
 BX0113
 BX0113                          STATION RECOVERY (2004)
 BX0113
 BX0113'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0113'MONEL RIVET IS LOCATED IN THE CENTER OF THE HEADWALL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0106 ***********************************************************************
 BX0106  DESIGNATION -  RV 545+24 MPRR
 BX0106  PID         -  BX0106
 BX0106  STATE/COUNTY-  LA/LA SALLE
 BX0106  USGS QUAD   -  OLLA EAST (1984)
 BX0106
 BX0106                         *CURRENT SURVEY CONTROL
 BX0106  ___________________________________________________________________
 BX0106* NAD 83(1986)-  31 55 37.     (N)    092 12 12.     (W)     SCALED    
 BX0106* NAVD 88     -        57.88   (+/-2cm)     189.9    (feet)  VERTCON   
 BX0106  ___________________________________________________________________
 BX0106  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0106
 BX0106  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0106
 BX0106.The horizontal coordinates were scaled from a topographic map and have
 BX0106.an estimated accuracy of +/- 6 seconds.
 BX0106
 BX0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0106.The vertical order pertains to the NGVD 29 superseded value.
 BX0106
 BX0106.The geoid height was determined by GEOID03.
 BX0106
 BX0106;                    North         East    Units  Estimated Accuracy
 BX0106;SPC LA N     -   158,250.    1,028,050.      MT  (+/- 180 meters Scaled)
 BX0106
 BX0106                          SUPERSEDED SURVEY CONTROL
 BX0106
 BX0106  NGVD 29 (??/??/??)   57.894  (m)          189.94   (f) ADJUSTED    1 2
 BX0106
 BX0106.Superseded values are not recommended for survey control.
 BX0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0106.See file dsdata.txt to determine how the superseded data were derived.
 BX0106
 BX0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR753326(NAD 83)
 BX0106_MARKER: R = RIVET
 BX0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0106_SP_SET: FOUNDATION
 BX0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0106
 BX0106  HISTORY     - Date     Condition        Report By
 BX0106  HISTORY     - UNK      MONUMENTED       MPRR
 BX0106  HISTORY     - 1965     GOOD             CGS
 BX0106
 BX0106                          STATION DESCRIPTION
 BX0106
 BX0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0106'2.95 MI NE FROM OLLA.
 BX0106'ABOUT 2.95 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0106'THE STATION AT OLLA, IN SECTION 19, T 11 N, R 3 E, ABOUT 0.15 MILE
 BX0106'SOUTHWEST OF THE CALDWELL-LA SALLE PARISH LINE, ABOUT 0.15 MILE
 BX0106'NORTHEAST OF A POINT WHERE THE RAILROAD CROSSES A TRUNK LINE GAS
 BX0106'PIPELINE, 9 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 26 INCHES
 BX0106'ABOVE THE GROUND, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, A MONEL
 BX0106'METAL RIVET SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 BX0106'FOUNDATION OF A BATTERY BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0108 ***********************************************************************
 BX0108  DESIGNATION -  RV 545+9 MPRR
 BX0108  PID         -  BX0108
 BX0108  STATE/COUNTY-  LA/LA SALLE
 BX0108  USGS QUAD   -  OLLA EAST (1984)
 BX0108
 BX0108                         *CURRENT SURVEY CONTROL
 BX0108  ___________________________________________________________________
 BX0108* NAD 83(1986)-  31 55 55.     (N)    092 11 49.     (W)     SCALED    
 BX0108* NAVD 88     -        61.07   (+/-2cm)     200.4    (feet)  VERTCON   
 BX0108  ___________________________________________________________________
 BX0108  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0108
 BX0108  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0108
 BX0108.The horizontal coordinates were scaled from a topographic map and have
 BX0108.an estimated accuracy of +/- 6 seconds.
 BX0108
 BX0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0108.The vertical order pertains to the NGVD 29 superseded value.
 BX0108
 BX0108.The geoid height was determined by GEOID03.
 BX0108
 BX0108;                    North         East    Units  Estimated Accuracy
 BX0108;SPC LA N     -   158,810.    1,028,660.      MT  (+/- 180 meters Scaled)
 BX0108
 BX0108                          SUPERSEDED SURVEY CONTROL
 BX0108
 BX0108  NGVD 29 (??/??/??)   61.084  (m)          200.41   (f) ADJUSTED    1 2
 BX0108
 BX0108.Superseded values are not recommended for survey control.
 BX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0108.See file dsdata.txt to determine how the superseded data were derived.
 BX0108
 BX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR759331(NAD 83)
 BX0108_MARKER: R = RIVET
 BX0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0108_SP_SET: CONCRETE BASE
 BX0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0108
 BX0108  HISTORY     - Date     Condition        Report By
 BX0108  HISTORY     - UNK      MONUMENTED       MPRR
 BX0108  HISTORY     - 1965     MARK NOT FOUND   CGS
 BX0108
 BX0108                          STATION DESCRIPTION
 BX0108
 BX0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0108'3.55 MI NE FROM OLLA.
 BX0108'1.2 MILES NE ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BX0108'STANDARD, LA SALLE PARISH, 24 POLES SW OF MILEPOST 545, WEST OF THE
 BX0108'TRACK, AT A RELAY CASE, AND IN THE TOP OF THE SW CORNER OF THE
 BX0108'CONCRETE BASE.  A STANDARD MONEL-METAL RIVET.  NOTE-- THE ORIGINAL
 BX0108'DESCRIPTION WAS VERY POOR, BUT NO CONCRETE FOUNDATION OR BASE WAS
 BX0108'FOUND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0100 ***********************************************************************
 BX0100  DESIGNATION -  RV 549+2 MPRR
 BX0100  PID         -  BX0100
 BX0100  STATE/COUNTY-  LA/LA SALLE
 BX0100  USGS QUAD   -  OLLA EAST (1984)
 BX0100
 BX0100                         *CURRENT SURVEY CONTROL
 BX0100  ___________________________________________________________________
 BX0100* NAD 83(1986)-  31 54 00.     (N)    092 14 50.     (W)     SCALED    
 BX0100* NAVD 88     -        44.43   (+/-2cm)     145.8    (feet)  VERTCON   
 BX0100  ___________________________________________________________________
 BX0100  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0100
 BX0100  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0100
 BX0100.The horizontal coordinates were scaled from a topographic map and have
 BX0100.an estimated accuracy of +/- 6 seconds.
 BX0100
 BX0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0100.The vertical order pertains to the NGVD 29 superseded value.
 BX0100
 BX0100.The geoid height was determined by GEOID03.
 BX0100
 BX0100;                    North         East    Units  Estimated Accuracy
 BX0100;SPC LA N     -   155,250.    1,023,910.      MT  (+/- 180 meters Scaled)
 BX0100
 BX0100                          SUPERSEDED SURVEY CONTROL
 BX0100
 BX0100  NGVD 29 (??/??/??)   44.445  (m)          145.82   (f) ADJUSTED    1 2
 BX0100
 BX0100.Superseded values are not recommended for survey control.
 BX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0100.See file dsdata.txt to determine how the superseded data were derived.
 BX0100
 BX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR711295(NAD 83)
 BX0100_MARKER: R = RIVET
 BX0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0100_SP_SET: FOUNDATION
 BX0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0100
 BX0100  HISTORY     - Date     Condition        Report By
 BX0100  HISTORY     - UNK      MONUMENTED       MPRR
 BX0100  HISTORY     - 1965     GOOD             CGS
 BX0100
 BX0100                          STATION DESCRIPTION
 BX0100
 BX0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0100'0.4 MI SW FROM OLLA.
 BX0100'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 125 FROM THE MISSOURI
 BX0100'PACIFIC RAILROAD STATION AT OLLA, IN SECTION 27,  11 N, R 2 E, 2 POLES
 BX0100'SOUTHWEST OF MILEPOST 549, 146 FEET SOUTHEAST OF THE CENTER LINE OF
 BX0100'THE HIGHWAY, 9.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 BX0100'TRACK OF THE MISSOURI PACIFIC RAILROAD, ABOUT 18 INCHES ABOVE THE
 BX0100'GROUND, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, A MONEL METAL RIVET
 BX0100'SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF A
 BX0100'BATTERY BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0092 ***********************************************************************
 BX0092  DESIGNATION -  RV 551+17 MPRR
 BX0092  PID         -  BX0092
 BX0092  STATE/COUNTY-  LA/LA SALLE
 BX0092  USGS QUAD   -  OLLA WEST (1984)
 BX0092
 BX0092                         *CURRENT SURVEY CONTROL
 BX0092  ___________________________________________________________________
 BX0092* NAD 83(1986)-  31 52 31.     (N)    092 16 43.     (W)     SCALED    
 BX0092* NAVD 88     -        31.80   (+/-2cm)     104.3    (feet)  VERTCON   
 BX0092  ___________________________________________________________________
 BX0092  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0092
 BX0092  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0092
 BX0092.The horizontal coordinates were scaled from a topographic map and have
 BX0092.an estimated accuracy of +/- 6 seconds.
 BX0092
 BX0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0092.The vertical order pertains to the NGVD 29 superseded value.
 BX0092
 BX0092.The geoid height was determined by GEOID03.
 BX0092
 BX0092;                    North         East    Units  Estimated Accuracy
 BX0092;SPC LA N     -   152,510.    1,020,950.      MT  (+/- 180 meters Scaled)
 BX0092
 BX0092                          SUPERSEDED SURVEY CONTROL
 BX0092
 BX0092  NGVD 29 (??/??/??)   31.814  (m)          104.38   (f) ADJUSTED    1 2
 BX0092
 BX0092.Superseded values are not recommended for survey control.
 BX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0092.See file dsdata.txt to determine how the superseded data were derived.
 BX0092
 BX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR682268(NAD 83)
 BX0092_MARKER: R = RIVET
 BX0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0092_SP_SET: CULVERT
 BX0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0092
 BX0092  HISTORY     - Date     Condition        Report By
 BX0092  HISTORY     - UNK      MONUMENTED       MPRR
 BX0092  HISTORY     - 1965     MARK NOT FOUND   CGS
 BX0092
 BX0092                          STATION DESCRIPTION
 BX0092
 BX0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0092'1.3 MI NE FROM URANIA.
 BX0092'1.3 MILES NE ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BX0092'URANIA, LA SALLE PARISH, 17 POLES SW OF MILEPOST 551, AT A CONCRETE
 BX0092'BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A
 BX0092'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1352 ***********************************************************************
 CQ1352  DESIGNATION -  RV 55+27
 CQ1352  PID         -  CQ1352
 CQ1352  STATE/COUNTY-  LA/WEBSTER
 CQ1352  USGS QUAD   -  CULLEN (1981)
 CQ1352
 CQ1352                         *CURRENT SURVEY CONTROL
 CQ1352  ___________________________________________________________________
 CQ1352* NAD 83(1986)-  32 53 23.     (N)    093 26 52.     (W)     SCALED    
 CQ1352* NAVD 88     -        73.421  (meters)     240.88   (feet)  ADJUSTED  
 CQ1352  ___________________________________________________________________
 CQ1352  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1352  DYNAMIC HT  -          73.340 (meters)     240.62  (feet)  COMP
 CQ1352  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 CQ1352
 CQ1352  VERT ORDER  -  SECOND    CLASS 0
 CQ1352
 CQ1352.The horizontal coordinates were scaled from a topographic map and have
 CQ1352.an estimated accuracy of +/- 6 seconds.
 CQ1352
 CQ1352.The orthometric height was determined by differential leveling
 CQ1352.and adjusted by the National Geodetic Survey in June 1991..
 CQ1352
 CQ1352.The geoid height was determined by GEOID03.
 CQ1352
 CQ1352.The dynamic height is computed by dividing the NAVD 88
 CQ1352.geopotential number by the normal gravity value computed on the
 CQ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1352.degrees latitude (g = 980.6199 gals.).
 CQ1352
 CQ1352.The modeled gravity was interpolated from observed gravity values.
 CQ1352
 CQ1352;                    North         East    Units  Estimated Accuracy
 CQ1352;SPC LA N     -   265,360.      911,310.      MT  (+/- 180 meters Scaled)
 CQ1352
 CQ1352                          SUPERSEDED SURVEY CONTROL
 CQ1352
 CQ1352  NGVD 29 (??/??/??)   73.486  (m)          241.10   (f) ADJUSTED    2 0
 CQ1352
 CQ1352.Superseded values are not recommended for survey control.
 CQ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1352.See file dsdata.txt to determine how the superseded data were derived.
 CQ1352
 CQ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS581391(NAD 83)
 CQ1352_MARKER: R = RIVET
 CQ1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1352_SP_SET: CULVERT
 CQ1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1352
 CQ1352  HISTORY     - Date     Condition        Report By
 CQ1352  HISTORY     - UNK      MONUMENTED       LARR
 CQ1352  HISTORY     - 1969     GOOD             LADH
 CQ1352  HISTORY     - 20021012 GOOD             USPSQD
 CQ1352
 CQ1352                          STATION DESCRIPTION
 CQ1352
 CQ1352'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1352'0.4 MI S FROM SAREPTA.
 CQ1352'ABOUT 0.4 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1352'STATION AT SAREPTA, ABOUT 0.2 MILE NORTH OF MILEPOST 56, IN THE HEAD
 CQ1352'WALL OF A CONCRETE CULVERT, AND 12 FT. EAST OF THE TRACK, 94 FEET
 CQ1352'NORTHWEST OF A POWER POLE, AND 196 FEET NORTHWEST OF THE NORTHWEST
 CQ1352'CORNER OF A BRICK RESIDENCE.  A STANDARD MONEL-METAL RIVET. SEC 24, T
 CQ1352'22N, R 11W.
 CQ1352
 CQ1352                          STATION RECOVERY (2002)
 CQ1352
 CQ1352'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0089 ***********************************************************************
 BX0089  DESIGNATION -  RV 553+15 MPRR
 BX0089  PID         -  BX0089
 BX0089  STATE/COUNTY-  LA/LA SALLE
 BX0089  USGS QUAD   -  TULLOS (1984)
 BX0089
 BX0089                         *CURRENT SURVEY CONTROL
 BX0089  ___________________________________________________________________
 BX0089* NAD 83(1986)-  31 51 17.     (N)    092 18 08.     (W)     SCALED    
 BX0089* NAVD 88     -        26.76   (+/-2cm)      87.8    (feet)  VERTCON   
 BX0089  ___________________________________________________________________
 BX0089  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0089
 BX0089  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0089
 BX0089.The horizontal coordinates were scaled from a topographic map and have
 BX0089.an estimated accuracy of +/- 6 seconds.
 BX0089
 BX0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0089.The vertical order pertains to the NGVD 29 superseded value.
 BX0089
 BX0089.The geoid height was determined by GEOID03.
 BX0089
 BX0089;                    North         East    Units  Estimated Accuracy
 BX0089;SPC LA N     -   150,220.    1,018,720.      MT  (+/- 180 meters Scaled)
 BX0089
 BX0089                          SUPERSEDED SURVEY CONTROL
 BX0089
 BX0089  NGVD 29 (??/??/??)   26.774  (m)           87.84   (f) ADJUSTED    1 2
 BX0089
 BX0089.Superseded values are not recommended for survey control.
 BX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0089.See file dsdata.txt to determine how the superseded data were derived.
 BX0089
 BX0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR660245(NAD 83)
 BX0089_MARKER: R = RIVET
 BX0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0089_SP_SET: FOUNDATION
 BX0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0089
 BX0089  HISTORY     - Date     Condition        Report By
 BX0089  HISTORY     - UNK      MONUMENTED       MPRR
 BX0089  HISTORY     - 1965     GOOD             CGS
 BX0089
 BX0089                          STATION DESCRIPTION
 BX0089
 BX0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0089'0.7 MI SW FROM URANIA.
 BX0089'ABOUT 0.7 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0089'STATION AT URANIA, IN SECTION 7, T 10 N, R 2 E, 16 POLES SOUTHWEST OF
 BX0089'MILEPOST 553, 3 RAILS SOUTHWEST OF A SWITCH STAND AT THE SOUTHWEST END
 BX0089'OF A SIDING, 7.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 BX0089'TRACK, ABOUT 26 INCHES ABOVE THE GROUND, ABOUT 1 FOOT BELOW THE LEVEL
 BX0089'OF THE TRACK, A MONEL METAL RIVET SET IN THE TOP OF THE WEST CORNER OF
 BX0089'THE CONCRETE FOUNDATION OF AN ABANDONED SEMAPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0087 ***********************************************************************
 BX0087  DESIGNATION -  RV 554+20 MPRR
 BX0087  PID         -  BX0087
 BX0087  STATE/COUNTY-  LA/LA SALLE
 BX0087  USGS QUAD   -  TULLOS (1984)
 BX0087
 BX0087                         *CURRENT SURVEY CONTROL
 BX0087  ___________________________________________________________________
 BX0087* NAD 83(1986)-  31 50 38.     (N)    092 18 54.     (W)     SCALED    
 BX0087* NAVD 88     -        30.75   (+/-2cm)     100.9    (feet)  VERTCON   
 BX0087  ___________________________________________________________________
 BX0087  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0087
 BX0087  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0087
 BX0087.The horizontal coordinates were scaled from a topographic map and have
 BX0087.an estimated accuracy of +/- 6 seconds.
 BX0087
 BX0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0087.The vertical order pertains to the NGVD 29 superseded value.
 BX0087
 BX0087.The geoid height was determined by GEOID03.
 BX0087
 BX0087;                    North         East    Units  Estimated Accuracy
 BX0087;SPC LA N     -   149,020.    1,017,510.      MT  (+/- 180 meters Scaled)
 BX0087
 BX0087                          SUPERSEDED SURVEY CONTROL
 BX0087
 BX0087  NGVD 29 (??/??/??)   30.760  (m)          100.92   (f) ADJUSTED    1 2
 BX0087
 BX0087.Superseded values are not recommended for survey control.
 BX0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0087.See file dsdata.txt to determine how the superseded data were derived.
 BX0087
 BX0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR648233(NAD 83)
 BX0087_MARKER: R = RIVET
 BX0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0087_SP_SET: FOUNDATION
 BX0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0087
 BX0087  HISTORY     - Date     Condition        Report By
 BX0087  HISTORY     - UNK      MONUMENTED       MPRR
 BX0087  HISTORY     - 1965     GOOD             CGS
 BX0087  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0087
 BX0087                          STATION DESCRIPTION
 BX0087
 BX0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0087'1.8 MI NE FROM TULLOS.
 BX0087'ABOUT 1.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0087'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 13, T 10 N, R 2 E, ABOUT
 BX0087'0.2 MILE SOUTHWEST OF A GRAVELED ROAD CROSSING, 10 POLES NORTHEAST OF
 BX0087'MILEPOST 555, 9 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 14 INCHES
 BX0087'ABOVE THE GROUND, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, A MONEL
 BX0087'METAL RIVET SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 BX0087'FOUNDATION OF A BATTERY BOX.  NOTE-- THIS BENCH MARK CAN ALSO BE
 BX0087'REACHED BY GOING 1.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC
 BX0087'RAILROAD FROM THE STATION AT URANIA.
 BX0087
 BX0087                          STATION RECOVERY (1981)
 BX0087
 BX0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0084 ***********************************************************************
 BX0084  DESIGNATION -  RV 555+11 MPRR
 BX0084  PID         -  BX0084
 BX0084  STATE/COUNTY-  LA/LA SALLE
 BX0084  USGS QUAD   -  TULLOS (1984)
 BX0084
 BX0084                         *CURRENT SURVEY CONTROL
 BX0084  ___________________________________________________________________
 BX0084* NAD 83(1986)-  31 49 59.     (N)    092 19 15.     (W)     SCALED    
 BX0084* NAVD 88     -        32.15   (+/-2cm)     105.5    (feet)  VERTCON   
 BX0084  ___________________________________________________________________
 BX0084  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0084
 BX0084  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0084
 BX0084.The horizontal coordinates were scaled from a topographic map and have
 BX0084.an estimated accuracy of +/- 6 seconds.
 BX0084
 BX0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0084.The vertical order pertains to the NGVD 29 superseded value.
 BX0084
 BX0084.The geoid height was determined by GEOID03.
 BX0084
 BX0084;                    North         East    Units  Estimated Accuracy
 BX0084;SPC LA N     -   147,820.    1,016,960.      MT  (+/- 180 meters Scaled)
 BX0084
 BX0084                          SUPERSEDED SURVEY CONTROL
 BX0084
 BX0084  NGVD 29 (??/??/??)   32.167  (m)          105.53   (f) ADJUSTED    1 2
 BX0084
 BX0084.Superseded values are not recommended for survey control.
 BX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0084.See file dsdata.txt to determine how the superseded data were derived.
 BX0084
 BX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR642221(NAD 83)
 BX0084_MARKER: R = RIVET
 BX0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0084_SP_SET: FOUNDATION
 BX0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0084
 BX0084  HISTORY     - Date     Condition        Report By
 BX0084  HISTORY     - UNK      MONUMENTED       MPRR
 BX0084  HISTORY     - 1965     GOOD             CGS
 BX0084
 BX0084                          STATION DESCRIPTION
 BX0084
 BX0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0084'1.15 MI NE FROM TULLOS.
 BX0084'ABOUT 1.15 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0084'THE FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 24, T 10 N, R 1 E,
 BX0084'ABOUT 0.65 MILE NORTHEAST OF THE U.S. HIGHWAY 84 OVERPASS, 11 1/2
 BX0084'TELEPHONE POLES SOUTHWEST OF MILEPOST 555, 8 FEET SOUTHEAST OF THE
 BX0084'SOUTHEAST RAIL, A MONEL METAL RIVET SET IN THE TOP OF THE WEST CORNER
 BX0084'OF THE CONCRETE FOUNDATION OF SEMAPHORE 555.2 ABOUT 2 FEET ABOVE THE
 BX0084'GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0083 ***********************************************************************
 BX0083  DESIGNATION -  RV 556+00 MPRR
 BX0083  PID         -  BX0083
 BX0083  STATE/COUNTY-  LA/LA SALLE
 BX0083  USGS QUAD   -  TULLOS (1984)
 BX0083
 BX0083                         *CURRENT SURVEY CONTROL
 BX0083  ___________________________________________________________________
 BX0083* NAD 83(1986)-  31 49 37.     (N)    092 19 39.     (W)     SCALED    
 BX0083* NAVD 88     -        36.63   (+/-2cm)     120.2    (feet)  VERTCON   
 BX0083  ___________________________________________________________________
 BX0083  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0083
 BX0083  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0083
 BX0083.The horizontal coordinates were scaled from a topographic map and have
 BX0083.an estimated accuracy of +/- 6 seconds.
 BX0083
 BX0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0083.The vertical order pertains to the NGVD 29 superseded value.
 BX0083
 BX0083.The geoid height was determined by GEOID03.
 BX0083
 BX0083;                    North         East    Units  Estimated Accuracy
 BX0083;SPC LA N     -   147,140.    1,016,330.      MT  (+/- 180 meters Scaled)
 BX0083
 BX0083                          SUPERSEDED SURVEY CONTROL
 BX0083
 BX0083  NGVD 29 (??/??/??)   36.645  (m)          120.23   (f) ADJUSTED    1 2
 BX0083
 BX0083.Superseded values are not recommended for survey control.
 BX0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0083.See file dsdata.txt to determine how the superseded data were derived.
 BX0083
 BX0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR636214(NAD 83)
 BX0083_MARKER: R = RIVET
 BX0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0083_SP_SET: FOUNDATION
 BX0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0083
 BX0083  HISTORY     - Date     Condition        Report By
 BX0083  HISTORY     - UNK      MONUMENTED       MPRR
 BX0083  HISTORY     - 1965     GOOD             CGS
 BX0083
 BX0083                          STATION DESCRIPTION
 BX0083
 BX0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0083'0.5 MI NE FROM TULLOS.
 BX0083'ABOUT 0.5 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0083'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 24, T 10 N, R 1 E, 5 RAILS
 BX0083'NORTHEAST OF THE U.S. HIGHWAY 84 OVERPASS AND BENCH MARK G 232 1965,
 BX0083'34 FEET NORTHWEST OF MILEPOST 556, 9 FEET SOUTHEAST OF THE SOUTHEAST
 BX0083'RAIL, A MONEL METAL RIVET SET IN THE TOP OF THE WEST CORNER OF THE
 BX0083'CONCRETE FOUNDATION OF AN ABANDONED SEMAPHORE, ABOUT 3 FEET ABOVE THE
 BX0083'GROUND, AND ABOUT FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0076 ***********************************************************************
 BX0076  DESIGNATION -  RV 556+19 MPRR
 BX0076  PID         -  BX0076
 BX0076  STATE/COUNTY-  LA/LA SALLE
 BX0076  USGS QUAD   -  TULLOS (1984)
 BX0076
 BX0076                         *CURRENT SURVEY CONTROL
 BX0076  ___________________________________________________________________
 BX0076* NAD 83(1986)-  31 49 08.     (N)    092 19 55.     (W)     SCALED    
 BX0076* NAVD 88     -        33.34   (+/-2cm)     109.4    (feet)  VERTCON   
 BX0076  ___________________________________________________________________
 BX0076  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0076
 BX0076  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0076
 BX0076.The horizontal coordinates were scaled from a topographic map and have
 BX0076.an estimated accuracy of +/- 6 seconds.
 BX0076
 BX0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0076.The vertical order pertains to the NGVD 29 superseded value.
 BX0076
 BX0076.The geoid height was determined by GEOID03.
 BX0076
 BX0076;                    North         East    Units  Estimated Accuracy
 BX0076;SPC LA N     -   146,240.    1,015,910.      MT  (+/- 180 meters Scaled)
 BX0076
 BX0076                          SUPERSEDED SURVEY CONTROL
 BX0076
 BX0076  NGVD 29 (??/??/??)   33.352  (m)          109.42   (f) ADJUSTED    1 2
 BX0076
 BX0076.Superseded values are not recommended for survey control.
 BX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0076.See file dsdata.txt to determine how the superseded data were derived.
 BX0076
 BX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR632205(NAD 83)
 BX0076_MARKER: R = RIVET
 BX0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0076_SP_SET: FOUNDATION
 BX0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0076
 BX0076  HISTORY     - Date     Condition        Report By
 BX0076  HISTORY     - UNK      MONUMENTED       MPRR
 BX0076  HISTORY     - 1965     GOOD             CGS
 BX0076  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0076
 BX0076                          STATION DESCRIPTION
 BX0076
 BX0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0076'0.15 MI SW FROM TULLOS.
 BX0076'ABOUT 0.15 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0076'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 26, T 10N, R 1 E, 9 RAILS
 BX0076'SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION, 24 FEET NORTHEAST
 BX0076'OF A TOOL HOUSE, ABOUT 2 FEET ABOVE THE GROUND, ABOUT 14 INCHES ABOVE
 BX0076'THE LEVEL OF THE TRACK, A MONEL METAL RIVET SET IN THE TOP OF THE
 BX0076'SOUTH CORNER OF THE CONCRETE FOUNDATION OF A BATTERY BOX. NOTE-- THIS
 BX0076'BENCH MARK IS 10 RAILS SOUTHWEST OF BENCH MARK C 232 1965.
 BX0076
 BX0076                          STATION RECOVERY (1981)
 BX0076
 BX0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0073 ***********************************************************************
 BX0073  DESIGNATION -  RV 557+7 MPRR
 BX0073  PID         -  BX0073
 BX0073  STATE/COUNTY-  LA/LA SALLE
 BX0073  USGS QUAD   -  TULLOS (1984)
 BX0073
 BX0073                         *CURRENT SURVEY CONTROL
 BX0073  ___________________________________________________________________
 BX0073* NAD 83(1986)-  31 48 44.     (N)    092 20 12.     (W)     SCALED    
 BX0073* NAVD 88     -        28.76   (+/-2cm)      94.4    (feet)  VERTCON   
 BX0073  ___________________________________________________________________
 BX0073  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0073
 BX0073  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0073
 BX0073.The horizontal coordinates were scaled from a topographic map and have
 BX0073.an estimated accuracy of +/- 6 seconds.
 BX0073
 BX0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0073.The vertical order pertains to the NGVD 29 superseded value.
 BX0073
 BX0073.The geoid height was determined by GEOID03.
 BX0073
 BX0073;                    North         East    Units  Estimated Accuracy
 BX0073;SPC LA N     -   145,500.    1,015,460.      MT  (+/- 180 meters Scaled)
 BX0073
 BX0073                          SUPERSEDED SURVEY CONTROL
 BX0073
 BX0073  NGVD 29 (??/??/??)   28.774  (m)           94.40   (f) ADJUSTED    1 2
 BX0073
 BX0073.Superseded values are not recommended for survey control.
 BX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0073.See file dsdata.txt to determine how the superseded data were derived.
 BX0073
 BX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR627198(NAD 83)
 BX0073_MARKER: R = RIVET
 BX0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0073_SP_SET: FOUNDATION
 BX0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0073
 BX0073  HISTORY     - Date     Condition        Report By
 BX0073  HISTORY     - UNK      MONUMENTED       MPRR
 BX0073  HISTORY     - 1965     GOOD             CGS
 BX0073  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0073
 BX0073                          STATION DESCRIPTION
 BX0073
 BX0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0073'0.8 MI SW FROM TULLOS.
 BX0073'ABOUT 0.8 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0073'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 26, T 10 N, R 1 E, NEAR THE
 BX0073'NORTH END OF A LONG S-CURVE, 7 TELEPHONE POLES SOUTHWEST OF MILEPOST
 BX0073'557, 58 FEET WEST OF A LOADING PLATFORM, 46 FEET NORTH OF A TELEPHONE
 BX0073'BOOTH, 9 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, ABOUT LEVEL
 BX0073'WITH THE TRACK, A MONEL RIVET SET IN THE TOP OF THE SOUTHWEST CORNER
 BX0073'OF THE CONCRETE FOUNDATION OF AN ABANDONED SEMAPHORE, AND ABOUT 4
 BX0073'INCHES ABOVE THE GROUND.
 BX0073
 BX0073                          STATION RECOVERY (1981)
 BX0073
 BX0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0070 ***********************************************************************
 BX0070  DESIGNATION -  RV 558+1 MPRR
 BX0070  PID         -  BX0070
 BX0070  STATE/COUNTY-  LA/LA SALLE
 BX0070  USGS QUAD   -  TULLOS (1984)
 BX0070
 BX0070                         *CURRENT SURVEY CONTROL
 BX0070  ___________________________________________________________________
 BX0070* NAD 83(1986)-  31 48 22.     (N)    092 20 51.     (W)     SCALED    
 BX0070* NAVD 88     -        25.83   (+/-2cm)      84.7    (feet)  VERTCON   
 BX0070  ___________________________________________________________________
 BX0070  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0070
 BX0070  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0070
 BX0070.The horizontal coordinates were scaled from a topographic map and have
 BX0070.an estimated accuracy of +/- 6 seconds.
 BX0070
 BX0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0070.The vertical order pertains to the NGVD 29 superseded value.
 BX0070
 BX0070.The geoid height was determined by GEOID03.
 BX0070
 BX0070;                    North         East    Units  Estimated Accuracy
 BX0070;SPC LA N     -   144,830.    1,014,440.      MT  (+/- 180 meters Scaled)
 BX0070
 BX0070                          SUPERSEDED SURVEY CONTROL
 BX0070
 BX0070  NGVD 29 (??/??/??)   25.846  (m)           84.80   (f) ADJUSTED    1 2
 BX0070
 BX0070.Superseded values are not recommended for survey control.
 BX0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0070.See file dsdata.txt to determine how the superseded data were derived.
 BX0070
 BX0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR617191(NAD 83)
 BX0070_MARKER: R = RIVET
 BX0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0070_SP_SET: FOUNDATION
 BX0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0070
 BX0070  HISTORY     - Date     Condition        Report By
 BX0070  HISTORY     - UNK      MONUMENTED       MPRR
 BX0070  HISTORY     - 1965     GOOD             CGS
 BX0070  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0070
 BX0070                          STATION DESCRIPTION
 BX0070
 BX0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0070'1.6 MI SW FROM TULLOS.
 BX0070'ABOUT 1.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0070'FIRST BAPTIST CHURCH AT TULLOS, IN SECTION 34, T 10 N, R 1 E, 1/2 POLE
 BX0070'SOUTHWEST OF MILEPOST 558, 10 FEET NORTHWEST OF THE NORTHWEST RAIL, 55
 BX0070'FEET NORTHWEST AND ACROSS THE TRACK FROM BENCH MARK G 59 1935 RESET
 BX0070'1965, A MONEL METAL RIVET SET IN THE TOP OF THE WEST CORNER OF A
 BX0070'CONCRETE FOUNDATION FOR A BATTERY BOX, AND ABOUT 1 FOOT ABOVE THE
 BX0070'LEVEL OF THE TRACK.
 BX0070
 BX0070                          STATION RECOVERY (1981)
 BX0070
 BX0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1353 ***********************************************************************
 CQ1353  DESIGNATION -  RV 56
 CQ1353  PID         -  CQ1353
 CQ1353  STATE/COUNTY-  LA/WEBSTER
 CQ1353  USGS QUAD   -  CULLEN (1981)
 CQ1353
 CQ1353                         *CURRENT SURVEY CONTROL
 CQ1353  ___________________________________________________________________
 CQ1353* NAD 83(1986)-  32 53 12.     (N)    093 26 44.     (W)     SCALED    
 CQ1353* NAVD 88     -        76.036  (meters)     249.46   (feet)  ADJUSTED  
 CQ1353  ___________________________________________________________________
 CQ1353  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1353  DYNAMIC HT  -          75.953 (meters)     249.19  (feet)  COMP
 CQ1353  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 CQ1353
 CQ1353  VERT ORDER  -  SECOND    CLASS 0
 CQ1353
 CQ1353.The horizontal coordinates were scaled from a topographic map and have
 CQ1353.an estimated accuracy of +/- 6 seconds.
 CQ1353
 CQ1353.The orthometric height was determined by differential leveling
 CQ1353.and adjusted by the National Geodetic Survey in June 1991..
 CQ1353
 CQ1353.The geoid height was determined by GEOID03.
 CQ1353
 CQ1353.The dynamic height is computed by dividing the NAVD 88
 CQ1353.geopotential number by the normal gravity value computed on the
 CQ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1353.degrees latitude (g = 980.6199 gals.).
 CQ1353
 CQ1353.The modeled gravity was interpolated from observed gravity values.
 CQ1353
 CQ1353;                    North         East    Units  Estimated Accuracy
 CQ1353;SPC LA N     -   265,020.      911,520.      MT  (+/- 180 meters Scaled)
 CQ1353
 CQ1353                          SUPERSEDED SURVEY CONTROL
 CQ1353
 CQ1353  NGVD 29 (??/??/??)   76.100  (m)          249.67   (f) ADJUSTED    2 0
 CQ1353
 CQ1353.Superseded values are not recommended for survey control.
 CQ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1353.See file dsdata.txt to determine how the superseded data were derived.
 CQ1353
 CQ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS583388(NAD 83)
 CQ1353_MARKER: R = RIVET
 CQ1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1353+STABILITY: SURFACE MOTION
 CQ1353
 CQ1353  HISTORY     - Date     Condition        Report By
 CQ1353  HISTORY     - UNK      MONUMENTED       LARR
 CQ1353  HISTORY     - 1934     GOOD             CGS
 CQ1353  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1353
 CQ1353                          STATION DESCRIPTION
 CQ1353
 CQ1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1353'0.6 MI S FROM SAREPTA.
 CQ1353'ABOUT 0.6 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1353'STATION AT SAREPTA, WEBSTER PARISH, AT MILEPOST 56, AND EAST OF THE
 CQ1353'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1353'POST.
 CQ1353
 CQ1353                          STATION RECOVERY (2002)
 CQ1353
 CQ1353'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0123 ***********************************************************************
 BX0123  DESIGNATION -  RV 562+12 MPRR
 BX0123  PID         -  BX0123
 BX0123  STATE/COUNTY-  LA/GRANT
 BX0123  USGS QUAD   -  GEORGETOWN (1984)
 BX0123
 BX0123                         *CURRENT SURVEY CONTROL
 BX0123  ___________________________________________________________________
 BX0123* NAD 83(1986)-  31 45 19.     (N)    092 23 09.     (W)     SCALED    
 BX0123* NAVD 88     -        30.26   (+/-2cm)      99.3    (feet)  VERTCON   
 BX0123  ___________________________________________________________________
 BX0123  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0123
 BX0123  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0123
 BX0123.The horizontal coordinates were scaled from a topographic map and have
 BX0123.an estimated accuracy of +/- 6 seconds.
 BX0123
 BX0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0123.The vertical order pertains to the NGVD 29 superseded value.
 BX0123
 BX0123.The geoid height was determined by GEOID03.
 BX0123
 BX0123;                    North         East    Units  Estimated Accuracy
 BX0123;SPC LA N     -   139,180.    1,010,820.      MT  (+/- 180 meters Scaled)
 BX0123
 BX0123                          SUPERSEDED SURVEY CONTROL
 BX0123
 BX0123  NGVD 29 (??/??/??)   30.268  (m)           99.30   (f) ADJUSTED    1 2
 BX0123
 BX0123.Superseded values are not recommended for survey control.
 BX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0123.See file dsdata.txt to determine how the superseded data were derived.
 BX0123
 BX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR581134(NAD 83)
 BX0123_MARKER: R = RIVET
 BX0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0123_SP_SET: BASE
 BX0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0123
 BX0123  HISTORY     - Date     Condition        Report By
 BX0123  HISTORY     - UNK      MONUMENTED       MPRR
 BX0123  HISTORY     - 1935     GOOD             CGS
 BX0123
 BX0123                          STATION DESCRIPTION
 BX0123
 BX0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0123'0.8 MI SW FROM GEORGETOWN.
 BX0123'ABOUT 0.8 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0123'GEORGETOWN, GRANT PARISH, ABOUT 12 POLES SOUTHWEST OF MILEPOST 562,
 BX0123'EAST OF THE TRACK, AT SIGNAL 5626, AND IN THE SOUTHWEST CORNER OF THE
 BX0123'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0124 ***********************************************************************
 BX0124  DESIGNATION -  RV 563+7 MPRR
 BX0124  PID         -  BX0124
 BX0124  STATE/COUNTY-  LA/GRANT
 BX0124  USGS QUAD   -  MUDVILLE (1985)
 BX0124
 BX0124                         *CURRENT SURVEY CONTROL
 BX0124  ___________________________________________________________________
 BX0124* NAD 83(1986)-  31 44 35.     (N)    092 23 12.     (W)     SCALED    
 BX0124* NAVD 88     -        22.58   (+/-2cm)      74.1    (feet)  VERTCON   
 BX0124  ___________________________________________________________________
 BX0124  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0124
 BX0124  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0124
 BX0124.The horizontal coordinates were scaled from a topographic map and have
 BX0124.an estimated accuracy of +/- 6 seconds.
 BX0124
 BX0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0124.The vertical order pertains to the NGVD 29 superseded value.
 BX0124
 BX0124.The geoid height was determined by GEOID03.
 BX0124
 BX0124;                    North         East    Units  Estimated Accuracy
 BX0124;SPC LA N     -   137,830.    1,010,740.      MT  (+/- 180 meters Scaled)
 BX0124
 BX0124                          SUPERSEDED SURVEY CONTROL
 BX0124
 BX0124  NGVD 29 (??/??/??)   22.588  (m)           74.11   (f) ADJUSTED    1 2
 BX0124
 BX0124.Superseded values are not recommended for survey control.
 BX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0124.See file dsdata.txt to determine how the superseded data were derived.
 BX0124
 BX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR580121(NAD 83)
 BX0124_MARKER: R = RIVET
 BX0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0124_SP_SET: CULVERT
 BX0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0124
 BX0124  HISTORY     - Date     Condition        Report By
 BX0124  HISTORY     - UNK      MONUMENTED       MPRR
 BX0124  HISTORY     - 1965     GOOD             CGS
 BX0124
 BX0124                          STATION DESCRIPTION
 BX0124
 BX0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0124'1.7 MI S FROM GEORGETOWN.
 BX0124'ABOUT 1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0124'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 20, T 9 N, R 1 E,
 BX0124'ABOUT 7 POLES SOUTH OF MILEPOST 563, ABOUT 100 YARDS NORTHWEST OF A
 BX0124'Y-JUNCTION OF ROADS ON THE EAST SIDE OF THE TRACK, AT THE CROSSING OF
 BX0124'STATE HIGHWAY 502, 28 FEET EAST OF THE EAST RAIL, A MONEL METAL RIVET
 BX0124'SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL OF A BOX
 BX0124'CULVERT, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0125 ***********************************************************************
 BX0125  DESIGNATION -  RV 564+3 MPRR
 BX0125  PID         -  BX0125
 BX0125  STATE/COUNTY-  LA/GRANT
 BX0125  USGS QUAD   -  MUDVILLE (1985)
 BX0125
 BX0125                         *CURRENT SURVEY CONTROL
 BX0125  ___________________________________________________________________
 BX0125* NAD 83(1986)-  31 43 48.     (N)    092 23 31.     (W)     SCALED    
 BX0125* NAVD 88     -        22.29   (+/-2cm)      73.1    (feet)  VERTCON   
 BX0125  ___________________________________________________________________
 BX0125  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX0125
 BX0125  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0125
 BX0125.The horizontal coordinates were scaled from a topographic map and have
 BX0125.an estimated accuracy of +/- 6 seconds.
 BX0125
 BX0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0125.The vertical order pertains to the NGVD 29 superseded value.
 BX0125
 BX0125.The geoid height was determined by GEOID03.
 BX0125
 BX0125;                    North         East    Units  Estimated Accuracy
 BX0125;SPC LA N     -   136,380.    1,010,240.      MT  (+/- 180 meters Scaled)
 BX0125
 BX0125                          SUPERSEDED SURVEY CONTROL
 BX0125
 BX0125  NGVD 29 (??/??/??)   22.303  (m)           73.17   (f) ADJUSTED    1 2
 BX0125
 BX0125.Superseded values are not recommended for survey control.
 BX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0125.See file dsdata.txt to determine how the superseded data were derived.
 BX0125
 BX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR576106(NAD 83)
 BX0125_MARKER: R = RIVET
 BX0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0125_SP_SET: FOUNDATION
 BX0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0125
 BX0125  HISTORY     - Date     Condition        Report By
 BX0125  HISTORY     - UNK      MONUMENTED       MPRR
 BX0125  HISTORY     - 1965     GOOD             CGS
 BX0125
 BX0125                          STATION DESCRIPTION
 BX0125
 BX0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0125'2.6 MI S FROM GEORGETOWN.
 BX0125'ABOUT 2.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0125'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 29,T 9 N, R 1 E,
 BX0125'ABOUT 0.1 MILE OR 3 POLES SOUTHWEST OF MILEPOST 564, 8 FEET SOUTHEAST
 BX0125'OF THE SOUTH EAST RAIL, 74 FEET SOUTHWEST OF A POWER POLE BRACED BY A
 BX0125'GUY WIRE, 42 FEET NORTHWEST OF THE CENTER LINE OF AN OLD ROAD GRADE, A
 BX0125'MONEL METAL RIVET THAT IS SET IN THE TOP OF THE WEST CORNER OF THE
 BX0125'CONCRETE FOUNDATION OF SEMAPHORE 5640, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0126 ***********************************************************************
 BX0126  DESIGNATION -  RV 565+00 MPRR
 BX0126  PID         -  BX0126
 BX0126  STATE/COUNTY-  LA/GRANT
 BX0126  USGS QUAD   -  MUDVILLE (1985)
 BX0126
 BX0126                         *CURRENT SURVEY CONTROL
 BX0126  ___________________________________________________________________
 BX0126* NAD 83(1986)-  31 43 10.     (N)    092 24 08.     (W)     SCALED    
 BX0126* NAVD 88     -        22.51   (+/-2cm)      73.9    (feet)  VERTCON   
 BX0126  ___________________________________________________________________
 BX0126  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX0126
 BX0126  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0126
 BX0126.The horizontal coordinates were scaled from a topographic map and have
 BX0126.an estimated accuracy of +/- 6 seconds.
 BX0126
 BX0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0126.The vertical order pertains to the NGVD 29 superseded value.
 BX0126
 BX0126.The geoid height was determined by GEOID03.
 BX0126
 BX0126;                    North         East    Units  Estimated Accuracy
 BX0126;SPC LA N     -   135,210.    1,009,270.      MT  (+/- 180 meters Scaled)
 BX0126
 BX0126                          SUPERSEDED SURVEY CONTROL
 BX0126
 BX0126  NGVD 29 (??/??/??)   22.517  (m)           73.87   (f) ADJUSTED    1 2
 BX0126
 BX0126.Superseded values are not recommended for survey control.
 BX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0126.See file dsdata.txt to determine how the superseded data were derived.
 BX0126
 BX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR566094(NAD 83)
 BX0126_MARKER: N = NAIL
 BX0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0126+STABILITY: SURFACE MOTION
 BX0126
 BX0126  HISTORY     - Date     Condition        Report By
 BX0126  HISTORY     - UNK      MONUMENTED       MPRR
 BX0126  HISTORY     - 1965     GOOD             CGS
 BX0126
 BX0126                          STATION DESCRIPTION
 BX0126
 BX0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0126'3.5 MI SW FROM GEORGETOWN.
 BX0126'ABOUT 3.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0126'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 32, T 9 N, R 1 E,
 BX0126'ABOUT 4 1/2 POLES SOUTH OF RAILROAD BRIDGE 564.8, 1 1/2 POLES NORTH OF
 BX0126'MILEPOST 565, 10 FEET WEST OF THE WEST RAIL, ABOUT 6 INCHES ABOVE THE
 BX0126'LEVEL OF THE TRACK, A COPPER NAIL IN THE TOP OF A CONCRETE POST WHICH
 BX0126'PROJECTS 2 FEET ABOVE THE GROUND AND BEARS A BRASS PLATE IN THE EAST
 BX0126'FACE WITH THE FOLLOWING STAMPING MP 565 1935+67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0127 ***********************************************************************
 BX0127  DESIGNATION -  RV 565+22 MPRR
 BX0127  PID         -  BX0127
 BX0127  STATE/COUNTY-  LA/GRANT
 BX0127  USGS QUAD   -  MUDVILLE (1985)
 BX0127
 BX0127                         *CURRENT SURVEY CONTROL
 BX0127  ___________________________________________________________________
 BX0127* NAD 83(1986)-  31 42 36.     (N)    092 24 04.     (W)     SCALED    
 BX0127* NAVD 88     -        24.59   (+/-2cm)      80.7    (feet)  VERTCON   
 BX0127  ___________________________________________________________________
 BX0127  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX0127
 BX0127  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0127
 BX0127.The horizontal coordinates were scaled from a topographic map and have
 BX0127.an estimated accuracy of +/- 6 seconds.
 BX0127
 BX0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0127.The vertical order pertains to the NGVD 29 superseded value.
 BX0127
 BX0127.The geoid height was determined by GEOID03.
 BX0127
 BX0127;                    North         East    Units  Estimated Accuracy
 BX0127;SPC LA N     -   134,160.    1,009,370.      MT  (+/- 180 meters Scaled)
 BX0127
 BX0127                          SUPERSEDED SURVEY CONTROL
 BX0127
 BX0127  NGVD 29 (??/??/??)   24.600  (m)           80.71   (f) ADJUSTED    1 2
 BX0127
 BX0127.Superseded values are not recommended for survey control.
 BX0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0127.See file dsdata.txt to determine how the superseded data were derived.
 BX0127
 BX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR567084(NAD 83)
 BX0127_MARKER: R = RIVET
 BX0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0127_SP_SET: FOUNDATION
 BX0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0127
 BX0127  HISTORY     - Date     Condition        Report By
 BX0127  HISTORY     - UNK      MONUMENTED       MPRR
 BX0127  HISTORY     - 1965     GOOD             CGS
 BX0127
 BX0127                          STATION DESCRIPTION
 BX0127
 BX0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0127'4.2 MI SW FROM GEORGETOWN.
 BX0127'ABOUT 4.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0127'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 32, T 9 N, R 1 E,
 BX0127'ABOUT 0.3 MILE NORTH OF MILEPOST 566, ABOUT 0.15 MILE NORTH OF THE
 BX0127'CROSSING OF A PAVED ROAD AT THE NORTH END OF A SIDING, ABOUT 1 1/2
 BX0127'POLES SOUTH OF MILEPOST 565.20, 7 FEET EAST OF THE EAST RAIL, A MONEL
 BX0127'METAL RIVET SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 BX0127'FOUNDATION OF SEMAPHORE 565.6, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BX0127'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0128 ***********************************************************************
 BX0128  DESIGNATION -  RV 566+14 MPRR
 BX0128  PID         -  BX0128
 BX0128  STATE/COUNTY-  LA/GRANT
 BX0128  USGS QUAD   -  MUDVILLE (1985)
 BX0128
 BX0128                         *CURRENT SURVEY CONTROL
 BX0128  ___________________________________________________________________
 BX0128* NAD 83(1986)-  31 41 57.     (N)    092 23 46.     (W)     SCALED    
 BX0128* NAVD 88     -        24.66   (+/-2cm)      80.9    (feet)  VERTCON   
 BX0128  ___________________________________________________________________
 BX0128  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX0128
 BX0128  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0128
 BX0128.The horizontal coordinates were scaled from a topographic map and have
 BX0128.an estimated accuracy of +/- 6 seconds.
 BX0128
 BX0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0128.The vertical order pertains to the NGVD 29 superseded value.
 BX0128
 BX0128.The geoid height was determined by GEOID03.
 BX0128
 BX0128;                    North         East    Units  Estimated Accuracy
 BX0128;SPC LA N     -   132,960.    1,009,850.      MT  (+/- 180 meters Scaled)
 BX0128
 BX0128                          SUPERSEDED SURVEY CONTROL
 BX0128
 BX0128  NGVD 29 (??/??/??)   24.669  (m)           80.93   (f) ADJUSTED    1 2
 BX0128
 BX0128.Superseded values are not recommended for survey control.
 BX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0128.See file dsdata.txt to determine how the superseded data were derived.
 BX0128
 BX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR572072(NAD 83)
 BX0128_MARKER: R = RIVET
 BX0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0128_SP_SET: BASE
 BX0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0128
 BX0128  HISTORY     - Date     Condition        Report By
 BX0128  HISTORY     - UNK      MONUMENTED       MPRR
 BX0128  HISTORY     - 1935     GOOD             CGS
 BX0128
 BX0128                          STATION DESCRIPTION
 BX0128
 BX0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0128'3.0 MI SW FROM SELMA.
 BX0128'ABOUT 3.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0128'SELMA, GRANT PARISH, ABOUT 14 POLES SOUTHWEST OF MILEPOST 566, WEST OF
 BX0128'THE TRACK, AT A RELAY CASE, AND IN THE NORTHWEST CORNER OF THE
 BX0128'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0131 ***********************************************************************
 BX0131  DESIGNATION -  RV 567+24 MPRR
 BX0131  PID         -  BX0131
 BX0131  STATE/COUNTY-  LA/GRANT
 BX0131  USGS QUAD   -  MUDVILLE (1985)
 BX0131
 BX0131                         *CURRENT SURVEY CONTROL
 BX0131  ___________________________________________________________________
 BX0131* NAD 83(1986)-  31 40 56.     (N)    092 23 12.     (W)     SCALED    
 BX0131* NAVD 88     -        24.94   (+/-2cm)      81.8    (feet)  VERTCON   
 BX0131  ___________________________________________________________________
 BX0131  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX0131
 BX0131  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0131
 BX0131.The horizontal coordinates were scaled from a topographic map and have
 BX0131.an estimated accuracy of +/- 6 seconds.
 BX0131
 BX0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0131.The vertical order pertains to the NGVD 29 superseded value.
 BX0131
 BX0131.The geoid height was determined by GEOID03.
 BX0131
 BX0131;                    North         East    Units  Estimated Accuracy
 BX0131;SPC LA N     -   131,080.    1,010,750.      MT  (+/- 180 meters Scaled)
 BX0131
 BX0131                          SUPERSEDED SURVEY CONTROL
 BX0131
 BX0131  NGVD 29 (??/??/??)   24.945  (m)           81.84   (f) ADJUSTED    1 2
 BX0131
 BX0131.Superseded values are not recommended for survey control.
 BX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0131.See file dsdata.txt to determine how the superseded data were derived.
 BX0131
 BX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR581053(NAD 83)
 BX0131_MARKER: R = RIVET
 BX0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0131_SP_SET: BASE
 BX0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0131
 BX0131  HISTORY     - Date     Condition        Report By
 BX0131  HISTORY     - UNK      MONUMENTED       MPRR
 BX0131  HISTORY     - 1935     GOOD             CGS
 BX0131
 BX0131                          STATION DESCRIPTION
 BX0131
 BX0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0131'4.4 MI SW FROM SELMA.
 BX0131'ABOUT 4.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0131'SELMA, GRANT PARISH, ABOUT 24 POLES SOUTHWEST OF MILEPOST 567, EAST OF
 BX0131'THE TRACK, AT SIGNAL 5678, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0131'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0129 ***********************************************************************
 BX0129  DESIGNATION -  RV 567+5 MPRR
 BX0129  PID         -  BX0129
 BX0129  STATE/COUNTY-  LA/GRANT
 BX0129  USGS QUAD   -  MUDVILLE (1985)
 BX0129
 BX0129                         *CURRENT SURVEY CONTROL
 BX0129  ___________________________________________________________________
 BX0129* NAD 83(1986)-  31 41 26.     (N)    092 23 26.     (W)     SCALED    
 BX0129* NAVD 88     -        25.11   (+/-2cm)      82.4    (feet)  VERTCON   
 BX0129  ___________________________________________________________________
 BX0129  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX0129
 BX0129  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0129
 BX0129.The horizontal coordinates were scaled from a topographic map and have
 BX0129.an estimated accuracy of +/- 6 seconds.
 BX0129
 BX0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0129.The vertical order pertains to the NGVD 29 superseded value.
 BX0129
 BX0129.The geoid height was determined by GEOID03.
 BX0129
 BX0129;                    North         East    Units  Estimated Accuracy
 BX0129;SPC LA N     -   132,010.    1,010,380.      MT  (+/- 180 meters Scaled)
 BX0129
 BX0129                          SUPERSEDED SURVEY CONTROL
 BX0129
 BX0129  NGVD 29 (??/??/??)   25.121  (m)           82.42   (f) ADJUSTED    1 2
 BX0129
 BX0129.Superseded values are not recommended for survey control.
 BX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0129.See file dsdata.txt to determine how the superseded data were derived.
 BX0129
 BX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR577062(NAD 83)
 BX0129_MARKER: R = RIVET
 BX0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0129_SP_SET: CONCRETE BASE
 BX0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0129
 BX0129  HISTORY     - Date     Condition        Report By
 BX0129  HISTORY     - UNK      MONUMENTED       MPRR
 BX0129  HISTORY     - 1935     GOOD             CGS
 BX0129
 BX0129                          STATION DESCRIPTION
 BX0129
 BX0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0129'3.7 MI SW FROM SELMA.
 BX0129'ABOUT 3.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0129'SELMA, GRANT PARISH, ABOUT 5 POLES SOUTHWEST OF MILEPOST 567, WEST OF
 BX0129'THE TRACK, AT A RELAY CASE, AND IN THE NORTHWEST CORNER OF THE
 BX0129'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0132 ***********************************************************************
 BX0132  DESIGNATION -  RV 568+17 MPRR
 BX0132  PID         -  BX0132
 BX0132  STATE/COUNTY-  LA/GRANT
 BX0132  USGS QUAD   -  MUDVILLE (1985)
 BX0132
 BX0132                         *CURRENT SURVEY CONTROL
 BX0132  ___________________________________________________________________
 BX0132* NAD 83(1986)-  31 40 19.     (N)    092 23 13.     (W)     SCALED    
 BX0132* NAVD 88     -        30.43   (+/-2cm)      99.8    (feet)  VERTCON   
 BX0132  ___________________________________________________________________
 BX0132  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX0132
 BX0132  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0132
 BX0132.The horizontal coordinates were scaled from a topographic map and have
 BX0132.an estimated accuracy of +/- 6 seconds.
 BX0132
 BX0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0132.The vertical order pertains to the NGVD 29 superseded value.
 BX0132
 BX0132.The geoid height was determined by GEOID03.
 BX0132
 BX0132;                    North         East    Units  Estimated Accuracy
 BX0132;SPC LA N     -   129,950.    1,010,720.      MT  (+/- 180 meters Scaled)
 BX0132
 BX0132                          SUPERSEDED SURVEY CONTROL
 BX0132
 BX0132  NGVD 29 (??/??/??)   30.437  (m)           99.86   (f) ADJUSTED    1 2
 BX0132
 BX0132.Superseded values are not recommended for survey control.
 BX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0132.See file dsdata.txt to determine how the superseded data were derived.
 BX0132
 BX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR581042(NAD 83)
 BX0132_MARKER: R = RIVET
 BX0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0132_SP_SET: BASE
 BX0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0132
 BX0132  HISTORY     - Date     Condition        Report By
 BX0132  HISTORY     - UNK      MONUMENTED       MPRR
 BX0132  HISTORY     - 1935     GOOD             CGS
 BX0132
 BX0132                          STATION DESCRIPTION
 BX0132
 BX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0132'5.2 MI SW FROM SELMA.
 BX0132'ABOUT 5.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0132'SELMA, GRANT PARISH, ABOUT 17 POLES SOUTHWEST OF MILEPOST 568, WEST OF
 BX0132'THE TRACK, AT A RELAY CASE, AND IN THE SOUTHEAST CORNER OF THE
 BX0132'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0133 ***********************************************************************
 BX0133  DESIGNATION -  RV 569+4 MPRR
 BX0133  PID         -  BX0133
 BX0133  STATE/COUNTY-  LA/GRANT
 BX0133  USGS QUAD   -  MUDVILLE (1985)
 BX0133
 BX0133                         *CURRENT SURVEY CONTROL
 BX0133  ___________________________________________________________________
 BX0133* NAD 83(1986)-  31 39 49.     (N)    092 23 18.     (W)     SCALED    
 BX0133* NAVD 88     -        25.78   (+/-2cm)      84.6    (feet)  VERTCON   
 BX0133  ___________________________________________________________________
 BX0133  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX0133
 BX0133  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0133
 BX0133.The horizontal coordinates were scaled from a topographic map and have
 BX0133.an estimated accuracy of +/- 6 seconds.
 BX0133
 BX0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0133.The vertical order pertains to the NGVD 29 superseded value.
 BX0133
 BX0133.The geoid height was determined by GEOID03.
 BX0133
 BX0133;                    North         East    Units  Estimated Accuracy
 BX0133;SPC LA N     -   129,020.    1,010,590.      MT  (+/- 180 meters Scaled)
 BX0133
 BX0133                          SUPERSEDED SURVEY CONTROL
 BX0133
 BX0133  NGVD 29 (??/??/??)   25.786  (m)           84.60   (f) ADJUSTED    1 2
 BX0133
 BX0133.Superseded values are not recommended for survey control.
 BX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0133.See file dsdata.txt to determine how the superseded data were derived.
 BX0133
 BX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR579033(NAD 83)
 BX0133_MARKER: R = RIVET
 BX0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0133_SP_SET: BASE
 BX0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0133
 BX0133  HISTORY     - Date     Condition        Report By
 BX0133  HISTORY     - UNK      MONUMENTED       MPRR
 BX0133  HISTORY     - 1935     GOOD             CGS
 BX0133
 BX0133                          STATION DESCRIPTION
 BX0133
 BX0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0133'5.8 MI SW FROM SELMA.
 BX0133'ABOUT 5.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0133'SELMA, GRANT PARISH, ABOUT 4 POLES SOUTHWEST OF MILEPOST 569, EAST OF
 BX0133'THE TRACK, AT SIGNAL 5690, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0133'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0135 ***********************************************************************
 BX0135  DESIGNATION -  RV 570+23 MPRR
 BX0135  PID         -  BX0135
 BX0135  STATE/COUNTY-  LA/GRANT
 BX0135  USGS QUAD   -  MUDVILLE (1985)
 BX0135
 BX0135                         *CURRENT SURVEY CONTROL
 BX0135  ___________________________________________________________________
 BX0135* NAD 83(1986)-  31 38 28.     (N)    092 23 31.     (W)     SCALED    
 BX0135* NAVD 88     -        26.85   (+/-2cm)      88.1    (feet)  VERTCON   
 BX0135  ___________________________________________________________________
 BX0135  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX0135
 BX0135  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0135
 BX0135.The horizontal coordinates were scaled from a topographic map and have
 BX0135.an estimated accuracy of +/- 6 seconds.
 BX0135
 BX0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0135.The vertical order pertains to the NGVD 29 superseded value.
 BX0135
 BX0135.The geoid height was determined by GEOID03.
 BX0135
 BX0135;                    North         East    Units  Estimated Accuracy
 BX0135;SPC LA N     -   126,530.    1,010,250.      MT  (+/- 180 meters Scaled)
 BX0135
 BX0135                          SUPERSEDED SURVEY CONTROL
 BX0135
 BX0135  NGVD 29 (??/??/??)   26.856  (m)           88.11   (f) ADJUSTED    1 2
 BX0135
 BX0135.Superseded values are not recommended for survey control.
 BX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0135.See file dsdata.txt to determine how the superseded data were derived.
 BX0135
 BX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR576008(NAD 83)
 BX0135_MARKER: R = RIVET
 BX0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0135_SP_SET: BASE
 BX0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0135
 BX0135  HISTORY     - Date     Condition        Report By
 BX0135  HISTORY     - UNK      MONUMENTED       MPRR
 BX0135  HISTORY     - 1935     GOOD             CGS
 BX0135
 BX0135                          STATION DESCRIPTION
 BX0135
 BX0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0135'6.0 MI N FROM ANTONIA.
 BX0135'ABOUT 6.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0135'ANTONIA, GRANT PARISH, ABOUT 23 POLES SOUTH OF MILEPOST 570, WEST OF
 BX0135'THE TRACK, AT A RELAY CASE, AND IN THE SOUTHWEST CORNER OF THE
 BX0135'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0136 ***********************************************************************
 BX0136  DESIGNATION -  RV 571+10 MPRR
 BX0136  PID         -  BX0136
 BX0136  STATE/COUNTY-  LA/GRANT
 BX0136  USGS QUAD   -  MUDVILLE (1985)
 BX0136
 BX0136                         *CURRENT SURVEY CONTROL
 BX0136  ___________________________________________________________________
 BX0136* NAD 83(1986)-  31 38 11.     (N)    092 24 01.     (W)     SCALED    
 BX0136* NAVD 88     -        26.23   (+/-2cm)      86.1    (feet)  VERTCON   
 BX0136  ___________________________________________________________________
 BX0136  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX0136
 BX0136  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0136
 BX0136.The horizontal coordinates were scaled from a topographic map and have
 BX0136.an estimated accuracy of +/- 6 seconds.
 BX0136
 BX0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0136.The vertical order pertains to the NGVD 29 superseded value.
 BX0136
 BX0136.The geoid height was determined by GEOID03.
 BX0136
 BX0136;                    North         East    Units  Estimated Accuracy
 BX0136;SPC LA N     -   126,000.    1,009,460.      MT  (+/- 180 meters Scaled)
 BX0136
 BX0136                          SUPERSEDED SURVEY CONTROL
 BX0136
 BX0136  NGVD 29 (??/??/??)   26.230  (m)           86.06   (f) ADJUSTED    1 2
 BX0136
 BX0136.Superseded values are not recommended for survey control.
 BX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0136.See file dsdata.txt to determine how the superseded data were derived.
 BX0136
 BX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR568002(NAD 83)
 BX0136_MARKER: R = RIVET
 BX0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0136_SP_SET: BASE
 BX0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0136
 BX0136  HISTORY     - Date     Condition        Report By
 BX0136  HISTORY     - UNK      MONUMENTED       MPRR
 BX0136  HISTORY     - 1935     GOOD             CGS
 BX0136
 BX0136                          STATION DESCRIPTION
 BX0136
 BX0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0136'5.4 MI N FROM ANTONIA.
 BX0136'ABOUT 5.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0136'ANTONIA, GRANT PARISH, ABOUT 10 POLES SOUTH OF MILEPOST 571, EAST OF
 BX0136'THE TRACK, AT SIGNAL 5712, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0136'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0137 ***********************************************************************
 BX0137  DESIGNATION -  RV 572+00 MPRR
 BX0137  PID         -  BX0137
 BX0137  STATE/COUNTY-  LA/GRANT
 BX0137  USGS QUAD   -  MUDVILLE (1985)
 BX0137
 BX0137                         *CURRENT SURVEY CONTROL
 BX0137  ___________________________________________________________________
 BX0137* NAD 83(1986)-  31 37 50.     (N)    092 24 31.     (W)     SCALED    
 BX0137* NAVD 88     -        29.13   (+/-2cm)      95.6    (feet)  VERTCON   
 BX0137  ___________________________________________________________________
 BX0137  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BX0137
 BX0137  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0137
 BX0137.The horizontal coordinates were scaled from a topographic map and have
 BX0137.an estimated accuracy of +/- 6 seconds.
 BX0137
 BX0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0137.The vertical order pertains to the NGVD 29 superseded value.
 BX0137
 BX0137.The geoid height was determined by GEOID03.
 BX0137
 BX0137;                    North         East    Units  Estimated Accuracy
 BX0137;SPC LA N     -   125,350.    1,008,670.      MT  (+/- 180 meters Scaled)
 BX0137
 BX0137                          SUPERSEDED SURVEY CONTROL
 BX0137
 BX0137  NGVD 29 (??/??/??)   29.131  (m)           95.57   (f) ADJUSTED    1 2
 BX0137
 BX0137.Superseded values are not recommended for survey control.
 BX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0137.See file dsdata.txt to determine how the superseded data were derived.
 BX0137
 BX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ560996(NAD 83)
 BX0137_MARKER: R = RIVET
 BX0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0137_SP_SET: BASE
 BX0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0137
 BX0137  HISTORY     - Date     Condition        Report By
 BX0137  HISTORY     - UNK      MONUMENTED       MPRR
 BX0137  HISTORY     - 1935     GOOD             CGS
 BX0137
 BX0137                          STATION DESCRIPTION
 BX0137
 BX0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0137'4.8 MI N FROM ANTONIA.
 BX0137'ABOUT 4.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0137'ANTONIA, GRANT PARISH, AT MILEPOST 572, AT A VITRIFIED PIPE CULVERT,
 BX0137'AND IN THE NORTH END OF THE EAST HEAD WALL.  A STANDARD MONEL-METAL
 BX0137'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0139 ***********************************************************************
 BX0139  DESIGNATION -  RV 572+18 MPRR
 BX0139  PID         -  BX0139
 BX0139  STATE/COUNTY-  LA/GRANT
 BX0139  USGS QUAD   -  POLLOCK (1985)
 BX0139
 BX0139                         *CURRENT SURVEY CONTROL
 BX0139  ___________________________________________________________________
 BX0139* NAD 83(1986)-  31 37 21.     (N)    092 24 49.     (W)     SCALED    
 BX0139* NAVD 88     -        35.74   (+/-2cm)     117.3    (feet)  VERTCON   
 BX0139  ___________________________________________________________________
 BX0139  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BX0139
 BX0139  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0139
 BX0139.The horizontal coordinates were scaled from a topographic map and have
 BX0139.an estimated accuracy of +/- 6 seconds.
 BX0139
 BX0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0139.The vertical order pertains to the NGVD 29 superseded value.
 BX0139
 BX0139.The geoid height was determined by GEOID03.
 BX0139
 BX0139;                    North         East    Units  Estimated Accuracy
 BX0139;SPC LA N     -   124,460.    1,008,200.      MT  (+/- 180 meters Scaled)
 BX0139
 BX0139                          SUPERSEDED SURVEY CONTROL
 BX0139
 BX0139  NGVD 29 (??/??/??)   35.737  (m)          117.25   (f) ADJUSTED    1 2
 BX0139
 BX0139.Superseded values are not recommended for survey control.
 BX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0139.See file dsdata.txt to determine how the superseded data were derived.
 BX0139
 BX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ556987(NAD 83)
 BX0139_MARKER: R = RIVET
 BX0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0139_SP_SET: BASE
 BX0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0139
 BX0139  HISTORY     - Date     Condition        Report By
 BX0139  HISTORY     - UNK      MONUMENTED       MPRR
 BX0139  HISTORY     - 1935     GOOD             CGS
 BX0139
 BX0139                          STATION DESCRIPTION
 BX0139
 BX0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0139'4.2 MI N FROM ANTONIA.
 BX0139'ABOUT 4.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0139'ANTONIA, GRANT PARISH, ABOUT 18 POLES SOUTH OF MILEPOST 572, AT A
 BX0139'VITRIFIED PIPE CULVERT, AND IN THE SOUTH END OF THE WEST CONCRETE HEAD
 BX0139'WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0141 ***********************************************************************
 BX0141  DESIGNATION -  RV 573+28 MPRR
 BX0141  PID         -  BX0141
 BX0141  STATE/COUNTY-  LA/GRANT
 BX0141  USGS QUAD   -  POLLOCK (1985)
 BX0141
 BX0141                         *CURRENT SURVEY CONTROL
 BX0141  ___________________________________________________________________
 BX0141* NAD 83(1986)-  31 36 17.     (N)    092 25 01.     (W)     SCALED    
 BX0141* NAVD 88     -        47.41   (+/-2cm)     155.5    (feet)  VERTCON   
 BX0141  ___________________________________________________________________
 BX0141  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX0141
 BX0141  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0141
 BX0141.The horizontal coordinates were scaled from a topographic map and have
 BX0141.an estimated accuracy of +/- 6 seconds.
 BX0141
 BX0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0141.The vertical order pertains to the NGVD 29 superseded value.
 BX0141
 BX0141.The geoid height was determined by GEOID03.
 BX0141
 BX0141;                    North         East    Units  Estimated Accuracy
 BX0141;SPC LA N     -   122,490.    1,007,880.      MT  (+/- 180 meters Scaled)
 BX0141
 BX0141                          SUPERSEDED SURVEY CONTROL
 BX0141
 BX0141  NGVD 29 (??/??/??)   47.402  (m)          155.52   (f) ADJUSTED    1 2
 BX0141
 BX0141.Superseded values are not recommended for survey control.
 BX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0141.See file dsdata.txt to determine how the superseded data were derived.
 BX0141
 BX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ553967(NAD 83)
 BX0141_MARKER: R = RIVET
 BX0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0141_SP_SET: BASE
 BX0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0141
 BX0141  HISTORY     - Date     Condition        Report By
 BX0141  HISTORY     - UNK      MONUMENTED       MPRR
 BX0141  HISTORY     - 1935     GOOD             CGS
 BX0141
 BX0141                          STATION DESCRIPTION
 BX0141
 BX0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0141'2.9 MI N FROM ANTONIA.
 BX0141'ABOUT 2.9 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0141'ANTONIA, GRANT PARISH, ABOUT 28 POLES SOUTH OF MILEPOST 573, WEST OF
 BX0141'THE TRACK, AT A RELAY CASE, AND IN THE SOUTHEAST CORNER OF THE
 BX0141'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0140 ***********************************************************************
 BX0140  DESIGNATION -  RV 573+8 MPRR
 BX0140  PID         -  BX0140
 BX0140  STATE/COUNTY-  LA/GRANT
 BX0140  USGS QUAD   -  POLLOCK (1985)
 BX0140
 BX0140                         *CURRENT SURVEY CONTROL
 BX0140  ___________________________________________________________________
 BX0140* NAD 83(1986)-  31 36 49.     (N)    092 24 51.     (W)     SCALED    
 BX0140* NAVD 88     -        42.52   (+/-2cm)     139.5    (feet)  VERTCON   
 BX0140  ___________________________________________________________________
 BX0140  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX0140
 BX0140  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0140
 BX0140.The horizontal coordinates were scaled from a topographic map and have
 BX0140.an estimated accuracy of +/- 6 seconds.
 BX0140
 BX0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0140.The vertical order pertains to the NGVD 29 superseded value.
 BX0140
 BX0140.The geoid height was determined by GEOID03.
 BX0140
 BX0140;                    North         East    Units  Estimated Accuracy
 BX0140;SPC LA N     -   123,480.    1,008,140.      MT  (+/- 180 meters Scaled)
 BX0140
 BX0140                          SUPERSEDED SURVEY CONTROL
 BX0140
 BX0140  NGVD 29 (??/??/??)   42.521  (m)          139.50   (f) ADJUSTED    1 2
 BX0140
 BX0140.Superseded values are not recommended for survey control.
 BX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0140.See file dsdata.txt to determine how the superseded data were derived.
 BX0140
 BX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ555977(NAD 83)
 BX0140_MARKER: R = RIVET
 BX0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0140_SP_SET: BASE
 BX0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0140
 BX0140  HISTORY     - Date     Condition        Report By
 BX0140  HISTORY     - UNK      MONUMENTED       MPRR
 BX0140  HISTORY     - 1935     GOOD             CGS
 BX0140
 BX0140                          STATION DESCRIPTION
 BX0140
 BX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0140'3.6 MI N FROM ANTONIA.
 BX0140'ABOUT 3.6 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0140'ANTONIA, GRANT PARISH, ABOUT 8 POLES SOUTH OF MILEPOST 573, EAST OF
 BX0140'THE TRACK, AT SIGNAL 5732, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0140'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0142 ***********************************************************************
 BX0142  DESIGNATION -  RV 574+22 MPRR
 BX0142  PID         -  BX0142
 BX0142  STATE/COUNTY-  LA/GRANT
 BX0142  USGS QUAD   -  POLLOCK (1985)
 BX0142
 BX0142                         *CURRENT SURVEY CONTROL
 BX0142  ___________________________________________________________________
 BX0142* NAD 83(1986)-  31 35 47.     (N)    092 24 48.     (W)     SCALED    
 BX0142* NAVD 88     -        52.27   (+/-2cm)     171.5    (feet)  VERTCON   
 BX0142  ___________________________________________________________________
 BX0142  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX0142
 BX0142  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0142
 BX0142.The horizontal coordinates were scaled from a topographic map and have
 BX0142.an estimated accuracy of +/- 6 seconds.
 BX0142
 BX0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0142.The vertical order pertains to the NGVD 29 superseded value.
 BX0142
 BX0142.The geoid height was determined by GEOID03.
 BX0142
 BX0142;                    North         East    Units  Estimated Accuracy
 BX0142;SPC LA N     -   121,570.    1,008,230.      MT  (+/- 180 meters Scaled)
 BX0142
 BX0142                          SUPERSEDED SURVEY CONTROL
 BX0142
 BX0142  NGVD 29 (??/??/??)   52.267  (m)          171.48   (f) ADJUSTED    1 2
 BX0142
 BX0142.Superseded values are not recommended for survey control.
 BX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0142.See file dsdata.txt to determine how the superseded data were derived.
 BX0142
 BX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ556958(NAD 83)
 BX0142_MARKER: R = RIVET
 BX0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0142_SP_SET: BASE
 BX0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0142
 BX0142  HISTORY     - Date     Condition        Report By
 BX0142  HISTORY     - UNK      MONUMENTED       MPRR
 BX0142  HISTORY     - 1935     GOOD             CGS
 BX0142
 BX0142                          STATION DESCRIPTION
 BX0142
 BX0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0142'2.2 MI N FROM ANTONIA.
 BX0142'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0142'ANTONIA, GRANT PARISH, ABOUT 22 POLES SOUTH OF MILEPOST 574, WEST OF
 BX0142'THE TRACK, AT A RELAY CASE, AND IN THE NORTHEAST CORNER OF THE
 BX0142'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0143 ***********************************************************************
 BX0143  DESIGNATION -  RV 575+00 MPRR
 BX0143  PID         -  BX0143
 BX0143  STATE/COUNTY-  LA/GRANT
 BX0143  USGS QUAD   -  POLLOCK (1985)
 BX0143
 BX0143                         *CURRENT SURVEY CONTROL
 BX0143  ___________________________________________________________________
 BX0143* NAD 83(1986)-  31 35 34.     (N)    092 24 40.     (W)     SCALED    
 BX0143* NAVD 88     -        50.74   (+/-2cm)     166.5    (feet)  VERTCON   
 BX0143  ___________________________________________________________________
 BX0143  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX0143
 BX0143  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0143
 BX0143.The horizontal coordinates were scaled from a topographic map and have
 BX0143.an estimated accuracy of +/- 6 seconds.
 BX0143
 BX0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0143.The vertical order pertains to the NGVD 29 superseded value.
 BX0143
 BX0143.The geoid height was determined by GEOID03.
 BX0143
 BX0143;                    North         East    Units  Estimated Accuracy
 BX0143;SPC LA N     -   121,170.    1,008,440.      MT  (+/- 180 meters Scaled)
 BX0143
 BX0143                          SUPERSEDED SURVEY CONTROL
 BX0143
 BX0143  NGVD 29 (??/??/??)   50.738  (m)          166.46   (f) ADJUSTED    1 2
 BX0143
 BX0143.Superseded values are not recommended for survey control.
 BX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0143.See file dsdata.txt to determine how the superseded data were derived.
 BX0143
 BX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ558954(NAD 83)
 BX0143_MARKER: N = NAIL
 BX0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0143+STABILITY: SURFACE MOTION
 BX0143
 BX0143  HISTORY     - Date     Condition        Report By
 BX0143  HISTORY     - UNK      MONUMENTED       MPRR
 BX0143  HISTORY     - 1935     GOOD             CGS
 BX0143
 BX0143                          STATION DESCRIPTION
 BX0143
 BX0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0143'1.9 MI N FROM ANTONIA.
 BX0143'ABOUT 1.9 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0143'ANTONIA, GRANT PARISH, AT MILEPOST 575, WEST OF THE TRACK, AND AT AN
 BX0143'I.C.C. CHAINAGE MARKER.  A NAIL, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0144 ***********************************************************************
 BX0144  DESIGNATION -  RV 575+17 MPRR
 BX0144  PID         -  BX0144
 BX0144  STATE/COUNTY-  LA/GRANT
 BX0144  USGS QUAD   -  POLLOCK (1985)
 BX0144
 BX0144                         *CURRENT SURVEY CONTROL
 BX0144  ___________________________________________________________________
 BX0144* NAD 83(1986)-  31 35 02.     (N)    092 24 42.     (W)     SCALED    
 BX0144* NAVD 88     -        55.92   (+/-2cm)     183.5    (feet)  VERTCON   
 BX0144  ___________________________________________________________________
 BX0144  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX0144
 BX0144  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0144
 BX0144.The horizontal coordinates were scaled from a topographic map and have
 BX0144.an estimated accuracy of +/- 6 seconds.
 BX0144
 BX0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0144.The vertical order pertains to the NGVD 29 superseded value.
 BX0144
 BX0144.The geoid height was determined by GEOID03.
 BX0144
 BX0144;                    North         East    Units  Estimated Accuracy
 BX0144;SPC LA N     -   120,180.    1,008,380.      MT  (+/- 180 meters Scaled)
 BX0144
 BX0144                          SUPERSEDED SURVEY CONTROL
 BX0144
 BX0144  NGVD 29 (??/??/??)   55.917  (m)          183.45   (f) ADJUSTED    1 2
 BX0144
 BX0144.Superseded values are not recommended for survey control.
 BX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0144.See file dsdata.txt to determine how the superseded data were derived.
 BX0144
 BX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ558944(NAD 83)
 BX0144_MARKER: R = RIVET
 BX0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0144_SP_SET: BASE
 BX0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0144
 BX0144  HISTORY     - Date     Condition        Report By
 BX0144  HISTORY     - UNK      MONUMENTED       MPRR
 BX0144  HISTORY     - 1935     GOOD             CGS
 BX0144
 BX0144                          STATION DESCRIPTION
 BX0144
 BX0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0144'1.3 MI N FROM ANTONIA.
 BX0144'ABOUT 1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0144'ANTONIA, GRANT PARISH, ABOUT 17 POLES SOUTH OF MILEPOST 575, EAST OF
 BX0144'THE TRACK, AT SIGNAL 5754, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0144'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0145 ***********************************************************************
 BX0145  DESIGNATION -  RV 576+00 MPRR
 BX0145  PID         -  BX0145
 BX0145  STATE/COUNTY-  LA/GRANT
 BX0145  USGS QUAD   -  POLLOCK (1985)
 BX0145
 BX0145                         *CURRENT SURVEY CONTROL
 BX0145  ___________________________________________________________________
 BX0145* NAD 83(1986)-  31 34 35.     (N)    092 24 44.     (W)     SCALED    
 BX0145* NAVD 88     -        59.80   (+/-2cm)     196.2    (feet)  VERTCON   
 BX0145  ___________________________________________________________________
 BX0145  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX0145
 BX0145  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0145
 BX0145.The horizontal coordinates were scaled from a topographic map and have
 BX0145.an estimated accuracy of +/- 6 seconds.
 BX0145
 BX0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0145.The vertical order pertains to the NGVD 29 superseded value.
 BX0145
 BX0145.The geoid height was determined by GEOID03.
 BX0145
 BX0145;                    North         East    Units  Estimated Accuracy
 BX0145;SPC LA N     -   119,350.    1,008,330.      MT  (+/- 180 meters Scaled)
 BX0145
 BX0145                          SUPERSEDED SURVEY CONTROL
 BX0145
 BX0145  NGVD 29 (??/??/??)   59.795  (m)          196.18   (f) ADJUSTED    1 2
 BX0145
 BX0145.Superseded values are not recommended for survey control.
 BX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0145.See file dsdata.txt to determine how the superseded data were derived.
 BX0145
 BX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ557936(NAD 83)
 BX0145_MARKER: R = RIVET
 BX0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0145_SP_SET: BASE
 BX0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0145
 BX0145  HISTORY     - Date     Condition        Report By
 BX0145  HISTORY     - UNK      MONUMENTED       MPRR
 BX0145  HISTORY     - 1935     GOOD             CGS
 BX0145
 BX0145                          STATION DESCRIPTION
 BX0145
 BX0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0145'0.8 MI N FROM ANTONIA.
 BX0145'ABOUT 0.8 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ANTONIA,
 BX0145'GRANT PARISH, AT MILEPOST 576, WEST OF THE TRACK, AT A RELAY CASE, AND
 BX0145'IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.  A STANDARD
 BX0145'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0146 ***********************************************************************
 BX0146  DESIGNATION -  RV 576+24 MPRR
 BX0146  PID         -  BX0146
 BX0146  STATE/COUNTY-  LA/GRANT
 BX0146  USGS QUAD   -  POLLOCK (1985)
 BX0146
 BX0146                         *CURRENT SURVEY CONTROL
 BX0146  ___________________________________________________________________
 BX0146* NAD 83(1986)-  31 33 58.     (N)    092 24 39.     (W)     SCALED    
 BX0146* NAVD 88     -        57.45   (+/-2cm)     188.5    (feet)  VERTCON   
 BX0146  ___________________________________________________________________
 BX0146  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX0146
 BX0146  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0146
 BX0146.The horizontal coordinates were scaled from a topographic map and have
 BX0146.an estimated accuracy of +/- 6 seconds.
 BX0146
 BX0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0146.The vertical order pertains to the NGVD 29 superseded value.
 BX0146
 BX0146.The geoid height was determined by GEOID03.
 BX0146
 BX0146;                    North         East    Units  Estimated Accuracy
 BX0146;SPC LA N     -   118,210.    1,008,470.      MT  (+/- 180 meters Scaled)
 BX0146
 BX0146                          SUPERSEDED SURVEY CONTROL
 BX0146
 BX0146  NGVD 29 (??/??/??)   57.448  (m)          188.48   (f) ADJUSTED    1 2
 BX0146
 BX0146.Superseded values are not recommended for survey control.
 BX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0146.See file dsdata.txt to determine how the superseded data were derived.
 BX0146
 BX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ559924(NAD 83)
 BX0146_MARKER: R = RIVET
 BX0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0146_SP_SET: BASE
 BX0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0146
 BX0146  HISTORY     - Date     Condition        Report By
 BX0146  HISTORY     - UNK      MONUMENTED       MPRR
 BX0146  HISTORY     - 1935     GOOD             CGS
 BX0146  HISTORY     - 1958     MARK NOT FOUND   USGS
 BX0146
 BX0146                          STATION DESCRIPTION
 BX0146
 BX0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0146'IN ANTONIA.
 BX0146'AT ANTONIA, GRANT PARISH, ON THE MISSOURI PACIFIC RAILROAD, ABOUT 24
 BX0146'POLES SOUTH OF MILEPOST 576, EAST OF THE TRACK, AT SIGNAL 5766, AND IN
 BX0146'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION.  A STANDARD
 BX0146'MONEL-METAL RIVET.  NOTE-- SEMAPHORE 5T66 70 LONGER IN EXISTENCE,
 BX0146'CONCRETE BASE PROBABLY DESTROYED.
 BX0146
 BX0146                          STATION RECOVERY (1958)
 BX0146
 BX0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BX0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0147 ***********************************************************************
 BX0147  DESIGNATION -  RV 577+22 MPRR
 BX0147  PID         -  BX0147
 BX0147  STATE/COUNTY-  LA/GRANT
 BX0147  USGS QUAD   -  POLLOCK (1985)
 BX0147
 BX0147                         *CURRENT SURVEY CONTROL
 BX0147  ___________________________________________________________________
 BX0147* NAD 83(1986)-  31 33 28.     (N)    092 24 02.     (W)     SCALED    
 BX0147* NAVD 88     -        56.42   (+/-2cm)     185.1    (feet)  VERTCON   
 BX0147  ___________________________________________________________________
 BX0147  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX0147
 BX0147  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0147
 BX0147.The horizontal coordinates were scaled from a topographic map and have
 BX0147.an estimated accuracy of +/- 6 seconds.
 BX0147
 BX0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0147.The vertical order pertains to the NGVD 29 superseded value.
 BX0147
 BX0147.The geoid height was determined by GEOID03.
 BX0147
 BX0147;                    North         East    Units  Estimated Accuracy
 BX0147;SPC LA N     -   117,290.    1,009,440.      MT  (+/- 180 meters Scaled)
 BX0147
 BX0147                          SUPERSEDED SURVEY CONTROL
 BX0147
 BX0147  NGVD 29 (??/??/??)   56.413  (m)          185.08   (f) ADJUSTED    1 2
 BX0147
 BX0147.Superseded values are not recommended for survey control.
 BX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0147.See file dsdata.txt to determine how the superseded data were derived.
 BX0147
 BX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ568915(NAD 83)
 BX0147_MARKER: R = RIVET
 BX0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0147_SP_SET: BASE
 BX0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0147
 BX0147  HISTORY     - Date     Condition        Report By
 BX0147  HISTORY     - UNK      MONUMENTED       MPRR
 BX0147  HISTORY     - 1935     GOOD             CGS
 BX0147
 BX0147                          STATION DESCRIPTION
 BX0147
 BX0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0147'0.9 MI S FROM ANTONIA.
 BX0147'ABOUT 0.9 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ANTONIA,
 BX0147'GRANT PARISH, ABOUT 22 POLES SOUTH OF MILEPOST 577, EAST OF THE TRACK,
 BX0147'AT SIGNAL 5776, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0147'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0149 ***********************************************************************
 BX0149  DESIGNATION -  RV 578+24 MPRR
 BX0149  PID         -  BX0149
 BX0149  STATE/COUNTY-  LA/GRANT
 BX0149  USGS QUAD   -  POLLOCK (1985)
 BX0149
 BX0149                         *CURRENT SURVEY CONTROL
 BX0149  ___________________________________________________________________
 BX0149* NAD 83(1986)-  31 32 40.     (N)    092 23 29.     (W)     SCALED    
 BX0149* NAVD 88     -        47.92   (+/-2cm)     157.2    (feet)  VERTCON   
 BX0149  ___________________________________________________________________
 BX0149  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX0149
 BX0149  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0149
 BX0149.The horizontal coordinates were scaled from a topographic map and have
 BX0149.an estimated accuracy of +/- 6 seconds.
 BX0149
 BX0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0149.The vertical order pertains to the NGVD 29 superseded value.
 BX0149
 BX0149.The geoid height was determined by GEOID03.
 BX0149
 BX0149;                    North         East    Units  Estimated Accuracy
 BX0149;SPC LA N     -   115,810.    1,010,310.      MT  (+/- 180 meters Scaled)
 BX0149
 BX0149                          SUPERSEDED SURVEY CONTROL
 BX0149
 BX0149  NGVD 29 (??/??/??)   47.914  (m)          157.20   (f) ADJUSTED    1 2
 BX0149
 BX0149.Superseded values are not recommended for survey control.
 BX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0149.See file dsdata.txt to determine how the superseded data were derived.
 BX0149
 BX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ577901(NAD 83)
 BX0149_MARKER: R = RIVET
 BX0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0149_SP_SET: BASE
 BX0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0149
 BX0149  HISTORY     - Date     Condition        Report By
 BX0149  HISTORY     - UNK      MONUMENTED       MPRR
 BX0149  HISTORY     - 1935     GOOD             CGS
 BX0149
 BX0149                          STATION DESCRIPTION
 BX0149
 BX0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0149'2.0 MI S FROM ANTONIA.
 BX0149'ABOUT 2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0149'ANTONIA, GRANT PARISH, ABOUT 24 POLES SOUTH OF MILEPOST 578, EAST OF
 BX0149'THE TRACK, AT SIGNAL 5788, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0149'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0148 ***********************************************************************
 BX0148  DESIGNATION -  RV 578+5 MPRR
 BX0148  PID         -  BX0148
 BX0148  STATE/COUNTY-  LA/GRANT
 BX0148  USGS QUAD   -  POLLOCK (1985)
 BX0148
 BX0148                         *CURRENT SURVEY CONTROL
 BX0148  ___________________________________________________________________
 BX0148* NAD 83(1986)-  31 33 07.     (N)    092 23 49.     (W)     SCALED    
 BX0148* NAVD 88     -        52.98   (+/-2cm)     173.8    (feet)  VERTCON   
 BX0148  ___________________________________________________________________
 BX0148  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX0148
 BX0148  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0148
 BX0148.The horizontal coordinates were scaled from a topographic map and have
 BX0148.an estimated accuracy of +/- 6 seconds.
 BX0148
 BX0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0148.The vertical order pertains to the NGVD 29 superseded value.
 BX0148
 BX0148.The geoid height was determined by GEOID03.
 BX0148
 BX0148;                    North         East    Units  Estimated Accuracy
 BX0148;SPC LA N     -   116,640.    1,009,780.      MT  (+/- 180 meters Scaled)
 BX0148
 BX0148                          SUPERSEDED SURVEY CONTROL
 BX0148
 BX0148  NGVD 29 (??/??/??)   52.974  (m)          173.80   (f) ADJUSTED    1 2
 BX0148
 BX0148.Superseded values are not recommended for survey control.
 BX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0148.See file dsdata.txt to determine how the superseded data were derived.
 BX0148
 BX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ572909(NAD 83)
 BX0148_MARKER: R = RIVET
 BX0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0148_SP_SET: BASE
 BX0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0148
 BX0148  HISTORY     - Date     Condition        Report By
 BX0148  HISTORY     - UNK      MONUMENTED       MPRR
 BX0148  HISTORY     - 1935     GOOD             CGS
 BX0148
 BX0148                          STATION DESCRIPTION
 BX0148
 BX0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0148'1.4 MI S FROM ANTONIA.
 BX0148'ABOUT 1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0148'ANTONIA, GRANT PARISH, ABOUT 5 POLES SOUTH OF MILEPOST 578, WEST OF
 BX0148'THE TRACK, AT A RELAY CASE, AND IN THE SOUTHEAST CORNER OF THE
 BX0148'CONCRETE FOUNDATION. A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0150 ***********************************************************************
 BX0150  DESIGNATION -  RV 579+12 MPRR
 BX0150  PID         -  BX0150
 BX0150  STATE/COUNTY-  LA/GRANT
 BX0150  USGS QUAD   -  POLLOCK (1985)
 BX0150
 BX0150                         *CURRENT SURVEY CONTROL
 BX0150  ___________________________________________________________________
 BX0150* NAD 83(1986)-  31 32 18.     (N)    092 22 58.     (W)     SCALED    
 BX0150* NAVD 88     -        43.16   (+/-2cm)     141.6    (feet)  VERTCON   
 BX0150  ___________________________________________________________________
 BX0150  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX0150
 BX0150  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0150
 BX0150.The horizontal coordinates were scaled from a topographic map and have
 BX0150.an estimated accuracy of +/- 6 seconds.
 BX0150
 BX0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0150.The vertical order pertains to the NGVD 29 superseded value.
 BX0150
 BX0150.The geoid height was determined by GEOID03.
 BX0150
 BX0150;                    North         East    Units  Estimated Accuracy
 BX0150;SPC LA N     -   115,130.    1,011,130.      MT  (+/- 180 meters Scaled)
 BX0150
 BX0150                          SUPERSEDED SURVEY CONTROL
 BX0150
 BX0150  NGVD 29 (??/??/??)   43.153  (m)          141.58   (f) ADJUSTED    1 2
 BX0150
 BX0150.Superseded values are not recommended for survey control.
 BX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0150.See file dsdata.txt to determine how the superseded data were derived.
 BX0150
 BX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ585894(NAD 83)
 BX0150_MARKER: R = RIVET
 BX0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0150_SP_SET: BASE
 BX0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0150
 BX0150  HISTORY     - Date     Condition        Report By
 BX0150  HISTORY     - UNK      MONUMENTED       MPRR
 BX0150  HISTORY     - 1935     GOOD             CGS
 BX0150
 BX0150                          STATION DESCRIPTION
 BX0150
 BX0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0150'2.1 MI N FROM POLLOCK.
 BX0150'ABOUT 2.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0150'POLLOCK, GRANT PARISH, ABOUT 12 POLES SOUTH OF MILEPOST 579, WEST OF
 BX0150'THE TRACK, AT A RELAY CASE, AND IN THE NORTHWEST CORNER OF THE
 BX0150'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0151 ***********************************************************************
 BX0151  DESIGNATION -  RV 580+1 MPRR
 BX0151  PID         -  BX0151
 BX0151  STATE/COUNTY-  LA/GRANT
 BX0151  USGS QUAD   -  POLLOCK (1985)
 BX0151
 BX0151                         *CURRENT SURVEY CONTROL
 BX0151  ___________________________________________________________________
 BX0151* NAD 83(1986)-  31 31 50.     (N)    092 23 04.     (W)     SCALED    
 BX0151* NAVD 88     -        38.31   (+/-2cm)     125.7    (feet)  VERTCON   
 BX0151  ___________________________________________________________________
 BX0151  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX0151
 BX0151  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0151
 BX0151.The horizontal coordinates were scaled from a topographic map and have
 BX0151.an estimated accuracy of +/- 6 seconds.
 BX0151
 BX0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0151.The vertical order pertains to the NGVD 29 superseded value.
 BX0151
 BX0151.The geoid height was determined by GEOID03.
 BX0151
 BX0151;                    North         East    Units  Estimated Accuracy
 BX0151;SPC LA N     -   114,270.    1,010,970.      MT  (+/- 180 meters Scaled)
 BX0151
 BX0151                          SUPERSEDED SURVEY CONTROL
 BX0151
 BX0151  NGVD 29 (??/??/??)   38.305  (m)          125.67   (f) ADJUSTED    1 2
 BX0151
 BX0151.Superseded values are not recommended for survey control.
 BX0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0151.See file dsdata.txt to determine how the superseded data were derived.
 BX0151
 BX0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ584885(NAD 83)
 BX0151_MARKER: R = RIVET
 BX0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0151_SP_SET: BASE
 BX0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0151
 BX0151  HISTORY     - Date     Condition        Report By
 BX0151  HISTORY     - UNK      MONUMENTED       MPRR
 BX0151  HISTORY     - 1935     GOOD             CGS
 BX0151
 BX0151                          STATION DESCRIPTION
 BX0151
 BX0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0151'1.5 MI N FROM POLLOCK.
 BX0151'ABOUT 1.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0151'POLLOCK, GRANT PARISH, ABOUT 1 POLE SOUTH OF MILEPOST 580, EAST OF THE
 BX0151'TRACK, AT SIGNAL 5800, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0151'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0152 ***********************************************************************
 BX0152  DESIGNATION -  RV 581+10 MPRR
 BX0152  PID         -  BX0152
 BX0152  STATE/COUNTY-  LA/GRANT
 BX0152  USGS QUAD   -  POLLOCK (1985)
 BX0152
 BX0152                         *CURRENT SURVEY CONTROL
 BX0152  ___________________________________________________________________
 BX0152* NAD 83(1986)-  31 31 36.     (N)    092 24 11.     (W)     SCALED    
 BX0152* NAVD 88     -        29.52   (+/-2cm)      96.9    (feet)  VERTCON   
 BX0152  ___________________________________________________________________
 BX0152  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX0152
 BX0152  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0152
 BX0152.The horizontal coordinates were scaled from a topographic map and have
 BX0152.an estimated accuracy of +/- 6 seconds.
 BX0152
 BX0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0152.The vertical order pertains to the NGVD 29 superseded value.
 BX0152
 BX0152.The geoid height was determined by GEOID03.
 BX0152
 BX0152;                    North         East    Units  Estimated Accuracy
 BX0152;SPC LA N     -   113,840.    1,009,210.      MT  (+/- 180 meters Scaled)
 BX0152
 BX0152                          SUPERSEDED SURVEY CONTROL
 BX0152
 BX0152  NGVD 29 (??/??/??)   29.512  (m)           96.82   (f) ADJUSTED    1 2
 BX0152
 BX0152.Superseded values are not recommended for survey control.
 BX0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0152.See file dsdata.txt to determine how the superseded data were derived.
 BX0152
 BX0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ566881(NAD 83)
 BX0152_MARKER: R = RIVET
 BX0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0152_SP_SET: BASE
 BX0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0152
 BX0152  HISTORY     - Date     Condition        Report By
 BX0152  HISTORY     - UNK      MONUMENTED       MPRR
 BX0152  HISTORY     - 1935     GOOD             CGS
 BX0152
 BX0152                          STATION DESCRIPTION
 BX0152
 BX0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0152'0.2 MI N FROM POLLOCK.
 BX0152'ABOUT 0.2 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM POLLOCK,
 BX0152'GRANT PARISH, ABOUT 10 POLES SOUTH OF MILEPOST 581, EAST OF THE TRACK,
 BX0152'AT SIGNAL 5812, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0152'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0153 ***********************************************************************
 BX0153  DESIGNATION -  RV 582+2 MPRR
 BX0153  PID         -  BX0153
 BX0153  STATE/COUNTY-  LA/GRANT
 BX0153  USGS QUAD   -  POLLOCK (1985)
 BX0153
 BX0153                         *CURRENT SURVEY CONTROL
 BX0153  ___________________________________________________________________
 BX0153* NAD 83(1986)-  31 31 16.     (N)    092 24 40.     (W)     SCALED    
 BX0153* NAVD 88     -        33.83   (+/-2cm)     111.0    (feet)  VERTCON   
 BX0153  ___________________________________________________________________
 BX0153  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX0153
 BX0153  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0153
 BX0153.The horizontal coordinates were scaled from a topographic map and have
 BX0153.an estimated accuracy of +/- 6 seconds.
 BX0153
 BX0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0153.The vertical order pertains to the NGVD 29 superseded value.
 BX0153
 BX0153.The geoid height was determined by GEOID03.
 BX0153
 BX0153;                    North         East    Units  Estimated Accuracy
 BX0153;SPC LA N     -   113,220.    1,008,440.      MT  (+/- 180 meters Scaled)
 BX0153
 BX0153                          SUPERSEDED SURVEY CONTROL
 BX0153
 BX0153  NGVD 29 (??/??/??)   33.819  (m)          110.95   (f) ADJUSTED    1 2
 BX0153
 BX0153.Superseded values are not recommended for survey control.
 BX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0153.See file dsdata.txt to determine how the superseded data were derived.
 BX0153
 BX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ559875(NAD 83)
 BX0153_MARKER: R = RIVET
 BX0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0153_SP_SET: BASE
 BX0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0153
 BX0153  HISTORY     - Date     Condition        Report By
 BX0153  HISTORY     - UNK      MONUMENTED       MPRR
 BX0153  HISTORY     - 1935     GOOD             CGS
 BX0153  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 BX0153
 BX0153                          STATION DESCRIPTION
 BX0153
 BX0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0153'0.6 MI S FROM POLLOCK.
 BX0153'ABOUT 0.6 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM POLLOCK,
 BX0153'GRANT PARISH, ABOUT 2 POLES SOUTH OF MILEPOST 582, EAST OF THE TRACK,
 BX0153'AT SIGNAL 5820, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0153'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
 BX0153
 BX0153                          STATION RECOVERY (2004)
 BX0153
 BX0153'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0154 ***********************************************************************
 BX0154  DESIGNATION -  RV 582+21 MPRR
 BX0154  PID         -  BX0154
 BX0154  STATE/COUNTY-  LA/GRANT
 BX0154  USGS QUAD   -  POLLOCK (1985)
 BX0154
 BX0154                         *CURRENT SURVEY CONTROL
 BX0154  ___________________________________________________________________
 BX0154* NAD 83(1986)-  31 30 52.     (N)    092 25 06.     (W)     SCALED    
 BX0154* NAVD 88     -        36.00   (+/-2cm)     118.1    (feet)  VERTCON   
 BX0154  ___________________________________________________________________
 BX0154  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX0154
 BX0154  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0154
 BX0154.The horizontal coordinates were scaled from a topographic map and have
 BX0154.an estimated accuracy of +/- 6 seconds.
 BX0154
 BX0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0154.The vertical order pertains to the NGVD 29 superseded value.
 BX0154
 BX0154.The geoid height was determined by GEOID03.
 BX0154
 BX0154;                    North         East    Units  Estimated Accuracy
 BX0154;SPC LA N     -   112,480.    1,007,760.      MT  (+/- 180 meters Scaled)
 BX0154
 BX0154                          SUPERSEDED SURVEY CONTROL
 BX0154
 BX0154  NGVD 29 (??/??/??)   35.992  (m)          118.08   (f) ADJUSTED    1 2
 BX0154
 BX0154.Superseded values are not recommended for survey control.
 BX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0154.See file dsdata.txt to determine how the superseded data were derived.
 BX0154
 BX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ552867(NAD 83)
 BX0154_MARKER: R = RIVET
 BX0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0154_SP_SET: BASE
 BX0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0154
 BX0154  HISTORY     - Date     Condition        Report By
 BX0154  HISTORY     - UNK      MONUMENTED       MPRR
 BX0154  HISTORY     - 1935     GOOD             CGS
 BX0154
 BX0154                          STATION DESCRIPTION
 BX0154
 BX0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0154'1.2 MI S FROM POLLOCK.
 BX0154'ABOUT 1.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0154'POLLOCK, GRANT PARISH, ABOUT 21 POLES SOUTH OF MILEPOST 582, AT A
 BX0154'CONCRETE BOX CULVERT, AND IN THE CENTER OF THE EAST CONCRETE HEAD
 BX0154'WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0155 ***********************************************************************
 BX0155  DESIGNATION -  RV 583+7 MPRR
 BX0155  PID         -  BX0155
 BX0155  STATE/COUNTY-  LA/GRANT
 BX0155  USGS QUAD   -  POLLOCK (1985)
 BX0155
 BX0155                         *CURRENT SURVEY CONTROL
 BX0155  ___________________________________________________________________
 BX0155* NAD 83(1986)-  31 30 26.     (N)    092 25 28.     (W)     SCALED    
 BX0155* NAVD 88     -        43.33   (+/-2cm)     142.2    (feet)  VERTCON   
 BX0155  ___________________________________________________________________
 BX0155  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX0155
 BX0155  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0155
 BX0155.The horizontal coordinates were scaled from a topographic map and have
 BX0155.an estimated accuracy of +/- 6 seconds.
 BX0155
 BX0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0155.The vertical order pertains to the NGVD 29 superseded value.
 BX0155
 BX0155.The geoid height was determined by GEOID03.
 BX0155
 BX0155;                    North         East    Units  Estimated Accuracy
 BX0155;SPC LA N     -   111,680.    1,007,180.      MT  (+/- 180 meters Scaled)
 BX0155
 BX0155                          SUPERSEDED SURVEY CONTROL
 BX0155
 BX0155  NGVD 29 (??/??/??)   43.314  (m)          142.11   (f) ADJUSTED    1 2
 BX0155
 BX0155.Superseded values are not recommended for survey control.
 BX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0155.See file dsdata.txt to determine how the superseded data were derived.
 BX0155
 BX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ546859(NAD 83)
 BX0155_MARKER: R = RIVET
 BX0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0155_SP_SET: BASE
 BX0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0155
 BX0155  HISTORY     - Date     Condition        Report By
 BX0155  HISTORY     - UNK      MONUMENTED       MPRR
 BX0155  HISTORY     - 1935     GOOD             CGS
 BX0155
 BX0155                          STATION DESCRIPTION
 BX0155
 BX0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0155'1.9 MI S FROM POLLOCK.
 BX0155'ABOUT 1.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0155'POLLOCK, GRANT PARISH, ABOUT 7 POLES SOUTH OF MILEPOST 583, EAST OF
 BX0155'THE TRACK, AT SIGNAL 5832, AND IN THE CONCRETE FOUNDATION.  A STANDARD
 BX0155'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0157 ***********************************************************************
 BX0157  DESIGNATION -  RV 584 23 MPRR
 BX0157  PID         -  BX0157
 BX0157  STATE/COUNTY-  LA/GRANT
 BX0157  USGS QUAD   -  BALL (1993)
 BX0157
 BX0157                         *CURRENT SURVEY CONTROL
 BX0157  ___________________________________________________________________
 BX0157* NAD 83(1986)-  31 29 19.     (N)    092 26 00.     (W)     SCALED    
 BX0157* NAVD 88     -        53.16   (+/-2cm)     174.4    (feet)  VERTCON   
 BX0157  ___________________________________________________________________
 BX0157  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX0157
 BX0157  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0157
 BX0157.The horizontal coordinates were scaled from a topographic map and have
 BX0157.an estimated accuracy of +/- 6 seconds.
 BX0157
 BX0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0157.The vertical order pertains to the NGVD 29 superseded value.
 BX0157
 BX0157.The geoid height was determined by GEOID03.
 BX0157
 BX0157;                    North         East    Units  Estimated Accuracy
 BX0157;SPC LA N     -   109,620.    1,006,330.      MT  (+/- 180 meters Scaled)
 BX0157
 BX0157                          SUPERSEDED SURVEY CONTROL
 BX0157
 BX0157  NGVD 29 (??/??/??)   53.150  (m)          174.38   (f) ADJUSTED    1 2
 BX0157
 BX0157.Superseded values are not recommended for survey control.
 BX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0157.See file dsdata.txt to determine how the superseded data were derived.
 BX0157
 BX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ538838(NAD 83)
 BX0157_MARKER: R = RIVET
 BX0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0157_SP_SET: BASE
 BX0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0157
 BX0157  HISTORY     - Date     Condition        Report By
 BX0157  HISTORY     - UNK      MONUMENTED       MPRR
 BX0157  HISTORY     - 1935     GOOD             CGS
 BX0157
 BX0157                          STATION DESCRIPTION
 BX0157
 BX0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0157'3.4 MI S FROM POLLOCK.
 BX0157'ABOUT 3.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0157'POLLOCK, GRANT PARISH, ABOUT 23 POLES SOUTH OF MILEPOST 584, EAST OF
 BX0157'THE TRACK, AT SIGNAL 5848, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 BX0157'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0156 ***********************************************************************
 BX0156  DESIGNATION -  RV 584 3 MPRR
 BX0156  PID         -  BX0156
 BX0156  STATE/COUNTY-  LA/GRANT
 BX0156  USGS QUAD   -  BALL (1993)
 BX0156
 BX0156                         *CURRENT SURVEY CONTROL
 BX0156  ___________________________________________________________________
 BX0156* NAD 83(1986)-  31 29 54.     (N)    092 25 56.     (W)     SCALED    
 BX0156* NAVD 88     -        47.51   (+/-2cm)     155.9    (feet)  VERTCON   
 BX0156  ___________________________________________________________________
 BX0156  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX0156
 BX0156  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0156
 BX0156.The horizontal coordinates were scaled from a topographic map and have
 BX0156.an estimated accuracy of +/- 6 seconds.
 BX0156
 BX0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0156.The vertical order pertains to the NGVD 29 superseded value.
 BX0156
 BX0156.The geoid height was determined by GEOID03.
 BX0156
 BX0156;                    North         East    Units  Estimated Accuracy
 BX0156;SPC LA N     -   110,690.    1,006,440.      MT  (+/- 180 meters Scaled)
 BX0156
 BX0156                          SUPERSEDED SURVEY CONTROL
 BX0156
 BX0156  NGVD 29 (??/??/??)   47.496  (m)          155.83   (f) ADJUSTED    1 2
 BX0156
 BX0156.Superseded values are not recommended for survey control.
 BX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0156.See file dsdata.txt to determine how the superseded data were derived.
 BX0156
 BX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ539849(NAD 83)
 BX0156_MARKER: R = RIVET
 BX0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0156_SP_SET: BASE
 BX0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0156
 BX0156  HISTORY     - Date     Condition        Report By
 BX0156  HISTORY     - UNK      MONUMENTED       MPRR
 BX0156  HISTORY     - 1935     GOOD             CGS
 BX0156
 BX0156                          STATION DESCRIPTION
 BX0156
 BX0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0156'2.7 MI S FROM POLLOCK.
 BX0156'ABOUT 2.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0156'POLLOCK, GRANT PARISH, ABOUT 3 POLES SOUTH OF MILEPOST 584, WEST OF
 BX0156'THE TRACK, AT A RELAY CASE, AND IN THE SOUTHWEST CORNER OF THE
 BX0156'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0698 ***********************************************************************
 BX0698  DESIGNATION -  RV 585 00 MPRR
 BX0698  PID         -  BX0698
 BX0698  STATE/COUNTY-  LA/GRANT
 BX0698  USGS QUAD   -  BALL (1993)
 BX0698
 BX0698                         *CURRENT SURVEY CONTROL
 BX0698  ___________________________________________________________________
 BX0698* NAD 83(1986)-  31 29 06.     (N)    092 25 55.     (W)     SCALED    
 BX0698* NAVD 88     -        55.35   (+/-2cm)     181.6    (feet)  VERTCON   
 BX0698  ___________________________________________________________________
 BX0698  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX0698
 BX0698  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0698
 BX0698.The horizontal coordinates were scaled from a topographic map and have
 BX0698.an estimated accuracy of +/- 6 seconds.
 BX0698
 BX0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0698.The vertical order pertains to the NGVD 29 superseded value.
 BX0698
 BX0698.The geoid height was determined by GEOID03.
 BX0698
 BX0698;                    North         East    Units  Estimated Accuracy
 BX0698;SPC LA N     -   109,210.    1,006,470.      MT  (+/- 180 meters Scaled)
 BX0698
 BX0698                          SUPERSEDED SURVEY CONTROL
 BX0698
 BX0698  NGVD 29 (??/??/??)   55.338  (m)          181.55   (f) ADJUSTED    1 2
 BX0698
 BX0698.Superseded values are not recommended for survey control.
 BX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0698.See file dsdata.txt to determine how the superseded data were derived.
 BX0698
 BX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ539834(NAD 83)
 BX0698_MARKER: N = NAIL
 BX0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0698+STABILITY: SURFACE MOTION
 BX0698
 BX0698  HISTORY     - Date     Condition        Report By
 BX0698  HISTORY     - UNK      MONUMENTED       MPRR
 BX0698  HISTORY     - 1966     GOOD             CGS
 BX0698
 BX0698                          STATION DESCRIPTION
 BX0698
 BX0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0698'2.1 MI N FROM SIMMS.
 BX0698'ABOUT 2.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0698'STATION SIGN AT SIMMS, 71 FEET SOUTH AND ACROSS THE TRACK FROM
 BX0698'MILEPOST 585, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL, A COPPER NAIL
 BX0698'SET IN THE TOP OF A PYRAMID-SHAPED CONCRETE POST THAT IS A MARKER
 BX0698'MILEPOST FOR THE INTERSTATE COMMERCE COMMISSION, AND ABOUT 1 FOOT
 BX0698'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0694 ***********************************************************************
 BX0694  DESIGNATION -  RV 586 3 MPRR
 BX0694  PID         -  BX0694
 BX0694  STATE/COUNTY-  LA/GRANT
 BX0694  USGS QUAD   -  BALL (1993)
 BX0694
 BX0694                         *CURRENT SURVEY CONTROL
 BX0694  ___________________________________________________________________
 BX0694* NAD 83(1986)-  31 28 25.     (N)    092 25 26.     (W)     SCALED    
 BX0694* NAVD 88     -        62.52   (+/-2cm)     205.1    (feet)  VERTCON   
 BX0694  ___________________________________________________________________
 BX0694  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX0694
 BX0694  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0694
 BX0694.The horizontal coordinates were scaled from a topographic map and have
 BX0694.an estimated accuracy of +/- 6 seconds.
 BX0694
 BX0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0694.The vertical order pertains to the NGVD 29 superseded value.
 BX0694
 BX0694.The geoid height was determined by GEOID03.
 BX0694
 BX0694;                    North         East    Units  Estimated Accuracy
 BX0694;SPC LA N     -   107,950.    1,007,230.      MT  (+/- 180 meters Scaled)
 BX0694
 BX0694                          SUPERSEDED SURVEY CONTROL
 BX0694
 BX0694  NGVD 29 (??/??/??)   62.506  (m)          205.07   (f) ADJUSTED    1 2
 BX0694
 BX0694.Superseded values are not recommended for survey control.
 BX0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0694.See file dsdata.txt to determine how the superseded data were derived.
 BX0694
 BX0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ547822(NAD 83)
 BX0694_MARKER: P = PIPE CAP
 BX0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0694_SP_SET: CULVERT
 BX0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0694
 BX0694  HISTORY     - Date     Condition        Report By
 BX0694  HISTORY     - UNK      MONUMENTED       MPRR
 BX0694  HISTORY     - 1966     GOOD             CGS
 BX0694
 BX0694                          STATION DESCRIPTION
 BX0694
 BX0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0694'0.9 MI N FROM SIMMS.
 BX0694'ABOUT 0.9 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0694'STATION SIGN AT SIMMS, IN SECTION 25, T 6 N, R 1 W, ABOUT 0.1 MILE
 BX0694'EAST OF A SMALL DAM IN A PASTURE, ABOUT MIDWAY OF A LONG S-CURVE IN
 BX0694'THE RAILROAD, 62 FEET WEST AND ACROSS THE TRACK FROM THE THIRD
 BX0694'TELEPHONE POLE SOUTH OF MILEPOST 586, 11 FEET WEST OF THE WEST RAIL,
 BX0694'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A
 BX0694'CULVERT, 89 FEET EAST OF THE WEST RAILROAD RIGHT-OF-WAY FENCE, 1.0
 BX0694'FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 3 FEET BELOW
 BX0694'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1355 ***********************************************************************
 CQ1355  DESIGNATION -  RV 59
 CQ1355  PID         -  CQ1355
 CQ1355  STATE/COUNTY-  LA/WEBSTER
 CQ1355  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1355
 CQ1355                         *CURRENT SURVEY CONTROL
 CQ1355  ___________________________________________________________________
 CQ1355* NAD 83(1986)-  32 50 49.     (N)    093 25 32.     (W)     SCALED    
 CQ1355* NAVD 88     -        73.891  (meters)     242.42   (feet)  ADJUSTED  
 CQ1355  ___________________________________________________________________
 CQ1355  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ1355  DYNAMIC HT  -          73.810 (meters)     242.16  (feet)  COMP
 CQ1355  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 CQ1355
 CQ1355  VERT ORDER  -  SECOND    CLASS 0
 CQ1355
 CQ1355.The horizontal coordinates were scaled from a topographic map and have
 CQ1355.an estimated accuracy of +/- 6 seconds.
 CQ1355
 CQ1355.The orthometric height was determined by differential leveling
 CQ1355.and adjusted by the National Geodetic Survey in June 1991..
 CQ1355
 CQ1355.The geoid height was determined by GEOID03.
 CQ1355
 CQ1355.The dynamic height is computed by dividing the NAVD 88
 CQ1355.geopotential number by the normal gravity value computed on the
 CQ1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1355.degrees latitude (g = 980.6199 gals.).
 CQ1355
 CQ1355.The modeled gravity was interpolated from observed gravity values.
 CQ1355
 CQ1355;                    North         East    Units  Estimated Accuracy
 CQ1355;SPC LA N     -   260,600.      913,350.      MT  (+/- 180 meters Scaled)
 CQ1355
 CQ1355                          SUPERSEDED SURVEY CONTROL
 CQ1355
 CQ1355  NGVD 29 (??/??/??)   73.953  (m)          242.63   (f) ADJUSTED    2 0
 CQ1355
 CQ1355.Superseded values are not recommended for survey control.
 CQ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1355.See file dsdata.txt to determine how the superseded data were derived.
 CQ1355
 CQ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS601344(NAD 83)
 CQ1355_MARKER: R = RIVET
 CQ1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1355+STABILITY: SURFACE MOTION
 CQ1355
 CQ1355  HISTORY     - Date     Condition        Report By
 CQ1355  HISTORY     - UNK      MONUMENTED       LARR
 CQ1355  HISTORY     - 1934     GOOD             CGS
 CQ1355
 CQ1355                          STATION DESCRIPTION
 CQ1355
 CQ1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1355'2.0 MI N FROM COTTON VALLEY.
 CQ1355'ABOUT 2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1355'STATION AT COTTON VALLEY, WEBSTER PARISH, AT MILEPOST 59, AND EAST OF
 CQ1355'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1355'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1359 ***********************************************************************
 CQ1359  DESIGNATION -  RV 60
 CQ1359  PID         -  CQ1359
 CQ1359  STATE/COUNTY-  LA/WEBSTER
 CQ1359  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1359
 CQ1359                         *CURRENT SURVEY CONTROL
 CQ1359  ___________________________________________________________________
 CQ1359* NAD 83(1986)-  32 49 59.     (N)    093 25 13.     (W)     SCALED    
 CQ1359* NAVD 88     -        70.408  (meters)     231.00   (feet)  ADJUSTED  
 CQ1359  ___________________________________________________________________
 CQ1359  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ1359  DYNAMIC HT  -          70.330 (meters)     230.74  (feet)  COMP
 CQ1359  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 CQ1359
 CQ1359  VERT ORDER  -  SECOND    CLASS 0
 CQ1359
 CQ1359.The horizontal coordinates were scaled from a topographic map and have
 CQ1359.an estimated accuracy of +/- 6 seconds.
 CQ1359
 CQ1359.The orthometric height was determined by differential leveling
 CQ1359.and adjusted by the National Geodetic Survey in June 1991..
 CQ1359
 CQ1359.The geoid height was determined by GEOID03.
 CQ1359
 CQ1359.The dynamic height is computed by dividing the NAVD 88
 CQ1359.geopotential number by the normal gravity value computed on the
 CQ1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1359.degrees latitude (g = 980.6199 gals.).
 CQ1359
 CQ1359.The modeled gravity was interpolated from observed gravity values.
 CQ1359
 CQ1359;                    North         East    Units  Estimated Accuracy
 CQ1359;SPC LA N     -   259,060.      913,830.      MT  (+/- 180 meters Scaled)
 CQ1359
 CQ1359                          SUPERSEDED SURVEY CONTROL
 CQ1359
 CQ1359  NGVD 29 (??/??/??)   70.470  (m)          231.20   (f) ADJUSTED    2 0
 CQ1359
 CQ1359.Superseded values are not recommended for survey control.
 CQ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1359.See file dsdata.txt to determine how the superseded data were derived.
 CQ1359
 CQ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS606328(NAD 83)
 CQ1359_MARKER: R = RIVET
 CQ1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1359+STABILITY: SURFACE MOTION
 CQ1359
 CQ1359  HISTORY     - Date     Condition        Report By
 CQ1359  HISTORY     - UNK      MONUMENTED       LARR
 CQ1359  HISTORY     - 1934     GOOD             CGS
 CQ1359
 CQ1359                          STATION DESCRIPTION
 CQ1359
 CQ1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1359'1.1 MI N FROM COTTON VALLEY.
 CQ1359'ABOUT 1.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1359'THE STATION AT COTTON VALLEY, WEBSTER PARISH, AT MILEPOST 60, AND EAST
 CQ1359'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CQ1359'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1363 ***********************************************************************
 CQ1363  DESIGNATION -  RV 61
 CQ1363  PID         -  CQ1363
 CQ1363  STATE/COUNTY-  LA/WEBSTER
 CQ1363  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1363
 CQ1363                         *CURRENT SURVEY CONTROL
 CQ1363  ___________________________________________________________________
 CQ1363* NAD 83(1986)-  32 49 07.     (N)    093 25 00.     (W)     SCALED    
 CQ1363* NAVD 88     -        70.438  (meters)     231.10   (feet)  ADJUSTED  
 CQ1363  ___________________________________________________________________
 CQ1363  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1363  DYNAMIC HT  -          70.360 (meters)     230.84  (feet)  COMP
 CQ1363  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 CQ1363
 CQ1363  VERT ORDER  -  SECOND    CLASS 0
 CQ1363
 CQ1363.The horizontal coordinates were scaled from a topographic map and have
 CQ1363.an estimated accuracy of +/- 6 seconds.
 CQ1363
 CQ1363.The orthometric height was determined by differential leveling
 CQ1363.and adjusted by the National Geodetic Survey in June 1991..
 CQ1363
 CQ1363.The geoid height was determined by GEOID03.
 CQ1363
 CQ1363.The dynamic height is computed by dividing the NAVD 88
 CQ1363.geopotential number by the normal gravity value computed on the
 CQ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1363.degrees latitude (g = 980.6199 gals.).
 CQ1363
 CQ1363.The modeled gravity was interpolated from observed gravity values.
 CQ1363
 CQ1363;                    North         East    Units  Estimated Accuracy
 CQ1363;SPC LA N     -   257,450.      914,160.      MT  (+/- 180 meters Scaled)
 CQ1363
 CQ1363                          SUPERSEDED SURVEY CONTROL
 CQ1363
 CQ1363  NGVD 29 (??/??/??)   70.501  (m)          231.30   (f) ADJUSTED    2 0
 CQ1363
 CQ1363.Superseded values are not recommended for survey control.
 CQ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1363.See file dsdata.txt to determine how the superseded data were derived.
 CQ1363
 CQ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS609312(NAD 83)
 CQ1363_MARKER: R = RIVET
 CQ1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1363+STABILITY: SURFACE MOTION
 CQ1363
 CQ1363  HISTORY     - Date     Condition        Report By
 CQ1363  HISTORY     - UNK      MONUMENTED       LARR
 CQ1363  HISTORY     - 1934     GOOD             CGS
 CQ1363
 CQ1363                          STATION DESCRIPTION
 CQ1363
 CQ1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1363'IN COTTON VALLEY.
 CQ1363'AT COTTON VALLEY, WEBSTER PARISH, ON THE LOUISIANA AND ARKANSAS
 CQ1363'RAILWAY, AT MILEPOST 61, AND EAST OF THE TRACK.  A STANDARD
 CQ1363'MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1366 ***********************************************************************
 CQ1366  DESIGNATION -  RV 62
 CQ1366  PID         -  CQ1366
 CQ1366  STATE/COUNTY-  LA/WEBSTER
 CQ1366  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1366
 CQ1366                         *CURRENT SURVEY CONTROL
 CQ1366  ___________________________________________________________________
 CQ1366* NAD 83(1986)-  32 48 17.     (N)    093 24 39.     (W)     SCALED    
 CQ1366* NAVD 88     -        66.523  (meters)     218.25   (feet)  ADJUSTED  
 CQ1366  ___________________________________________________________________
 CQ1366  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1366  DYNAMIC HT  -          66.450 (meters)     218.01  (feet)  COMP
 CQ1366  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 CQ1366
 CQ1366  VERT ORDER  -  SECOND    CLASS 0
 CQ1366
 CQ1366.The horizontal coordinates were scaled from a topographic map and have
 CQ1366.an estimated accuracy of +/- 6 seconds.
 CQ1366
 CQ1366.The orthometric height was determined by differential leveling
 CQ1366.and adjusted by the National Geodetic Survey in June 1991..
 CQ1366
 CQ1366.The geoid height was determined by GEOID03.
 CQ1366
 CQ1366.The dynamic height is computed by dividing the NAVD 88
 CQ1366.geopotential number by the normal gravity value computed on the
 CQ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1366.degrees latitude (g = 980.6199 gals.).
 CQ1366
 CQ1366.The modeled gravity was interpolated from observed gravity values.
 CQ1366
 CQ1366;                    North         East    Units  Estimated Accuracy
 CQ1366;SPC LA N     -   255,910.      914,690.      MT  (+/- 180 meters Scaled)
 CQ1366
 CQ1366                          SUPERSEDED SURVEY CONTROL
 CQ1366
 CQ1366  NGVD 29 (??/??/??)   66.587  (m)          218.46   (f) ADJUSTED    2 0
 CQ1366
 CQ1366.Superseded values are not recommended for survey control.
 CQ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1366.See file dsdata.txt to determine how the superseded data were derived.
 CQ1366
 CQ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS615297(NAD 83)
 CQ1366_MARKER: R = RIVET
 CQ1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1366+STABILITY: SURFACE MOTION
 CQ1366
 CQ1366  HISTORY     - Date     Condition        Report By
 CQ1366  HISTORY     - UNK      MONUMENTED       LARR
 CQ1366  HISTORY     - 1934     GOOD             CGS
 CQ1366
 CQ1366                          STATION DESCRIPTION
 CQ1366
 CQ1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1366'1.0 MI S FROM COTTON VALLEY.
 CQ1366'ABOUT 1 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1366'STATION AT COTTON VALLEY, WEBSTER PARISH, AT MILEPOST 62, AND EAST OF
 CQ1366'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1366'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1367 ***********************************************************************
 CQ1367  DESIGNATION -  RV 63
 CQ1367  PID         -  CQ1367
 CQ1367  STATE/COUNTY-  LA/WEBSTER
 CQ1367  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1367
 CQ1367                         *CURRENT SURVEY CONTROL
 CQ1367  ___________________________________________________________________
 CQ1367* NAD 83(1986)-  32 47 28.     (N)    093 24 26.     (W)     SCALED    
 CQ1367* NAVD 88     -        71.915  (meters)     235.94   (feet)  ADJUSTED  
 CQ1367  ___________________________________________________________________
 CQ1367  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ1367  DYNAMIC HT  -          71.836 (meters)     235.68  (feet)  COMP
 CQ1367  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CQ1367
 CQ1367  VERT ORDER  -  SECOND    CLASS 0
 CQ1367
 CQ1367.The horizontal coordinates were scaled from a topographic map and have
 CQ1367.an estimated accuracy of +/- 6 seconds.
 CQ1367
 CQ1367.The orthometric height was determined by differential leveling
 CQ1367.and adjusted by the National Geodetic Survey in June 1991..
 CQ1367
 CQ1367.The geoid height was determined by GEOID03.
 CQ1367
 CQ1367.The dynamic height is computed by dividing the NAVD 88
 CQ1367.geopotential number by the normal gravity value computed on the
 CQ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1367.degrees latitude (g = 980.6199 gals.).
 CQ1367
 CQ1367.The modeled gravity was interpolated from observed gravity values.
 CQ1367
 CQ1367;                    North         East    Units  Estimated Accuracy
 CQ1367;SPC LA N     -   254,390.      915,020.      MT  (+/- 180 meters Scaled)
 CQ1367
 CQ1367                          SUPERSEDED SURVEY CONTROL
 CQ1367
 CQ1367  NGVD 29 (??/??/??)   71.978  (m)          236.15   (f) ADJUSTED    2 0
 CQ1367
 CQ1367.Superseded values are not recommended for survey control.
 CQ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1367.See file dsdata.txt to determine how the superseded data were derived.
 CQ1367
 CQ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS618282(NAD 83)
 CQ1367_MARKER: R = RIVET
 CQ1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1367+STABILITY: SURFACE MOTION
 CQ1367
 CQ1367  HISTORY     - Date     Condition        Report By
 CQ1367  HISTORY     - UNK      MONUMENTED       LARR
 CQ1367  HISTORY     - 1934     GOOD             CGS
 CQ1367
 CQ1367                          STATION DESCRIPTION
 CQ1367
 CQ1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1367'1.9 MI S FROM COTTON VALLEY.
 CQ1367'ABOUT 1.9 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1367'THE STATION AT COTTON VALLEY, WEBSTER PARISH, AT MILEPOST 63, AND EAST
 CQ1367'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CQ1367'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1370 ***********************************************************************
 CQ1370  DESIGNATION -  RV 64
 CQ1370  PID         -  CQ1370
 CQ1370  STATE/COUNTY-  LA/WEBSTER
 CQ1370  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1370
 CQ1370                         *CURRENT SURVEY CONTROL
 CQ1370  ___________________________________________________________________
 CQ1370* NAD 83(1986)-  32 46 37.     (N)    093 24 05.     (W)     SCALED    
 CQ1370* NAVD 88     -        72.711  (meters)     238.55   (feet)  ADJUSTED  
 CQ1370  ___________________________________________________________________
 CQ1370  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ1370  DYNAMIC HT  -          72.631 (meters)     238.29  (feet)  COMP
 CQ1370  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 CQ1370
 CQ1370  VERT ORDER  -  SECOND    CLASS 0
 CQ1370
 CQ1370.The horizontal coordinates were scaled from a topographic map and have
 CQ1370.an estimated accuracy of +/- 6 seconds.
 CQ1370
 CQ1370.The orthometric height was determined by differential leveling
 CQ1370.and adjusted by the National Geodetic Survey in June 1991..
 CQ1370
 CQ1370.The geoid height was determined by GEOID03.
 CQ1370
 CQ1370.The dynamic height is computed by dividing the NAVD 88
 CQ1370.geopotential number by the normal gravity value computed on the
 CQ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1370.degrees latitude (g = 980.6199 gals.).
 CQ1370
 CQ1370.The modeled gravity was interpolated from observed gravity values.
 CQ1370
 CQ1370;                    North         East    Units  Estimated Accuracy
 CQ1370;SPC LA N     -   252,820.      915,550.      MT  (+/- 180 meters Scaled)
 CQ1370
 CQ1370                          SUPERSEDED SURVEY CONTROL
 CQ1370
 CQ1370  NGVD 29 (??/??/??)   72.774  (m)          238.76   (f) ADJUSTED    2 0
 CQ1370
 CQ1370.Superseded values are not recommended for survey control.
 CQ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1370.See file dsdata.txt to determine how the superseded data were derived.
 CQ1370
 CQ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS624266(NAD 83)
 CQ1370_MARKER: R = RIVET
 CQ1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1370+STABILITY: SURFACE MOTION
 CQ1370
 CQ1370  HISTORY     - Date     Condition        Report By
 CQ1370  HISTORY     - UNK      MONUMENTED       LARR
 CQ1370  HISTORY     - 1934     GOOD             CGS
 CQ1370
 CQ1370                          STATION DESCRIPTION
 CQ1370
 CQ1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1370'2.9 MI S FROM COTTON VALLEY.
 CQ1370'ABOUT 2.9 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1370'THE STATION AT COTTON VALLEY, WEBSTER PARISH, AT MILEPOST 64, AND EAST
 CQ1370'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CQ1370'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1371 ***********************************************************************
 CQ1371  DESIGNATION -  RV 65
 CQ1371  PID         -  CQ1371
 CQ1371  STATE/COUNTY-  LA/WEBSTER
 CQ1371  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1371
 CQ1371                         *CURRENT SURVEY CONTROL
 CQ1371  ___________________________________________________________________
 CQ1371* NAD 83(1986)-  32 45 49.     (N)    093 23 37.     (W)     SCALED    
 CQ1371* NAVD 88     -        72.805  (meters)     238.86   (feet)  ADJUSTED  
 CQ1371  ___________________________________________________________________
 CQ1371  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ1371  DYNAMIC HT  -          72.724 (meters)     238.60  (feet)  COMP
 CQ1371  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CQ1371
 CQ1371  VERT ORDER  -  SECOND    CLASS 0
 CQ1371
 CQ1371.The horizontal coordinates were scaled from a topographic map and have
 CQ1371.an estimated accuracy of +/- 6 seconds.
 CQ1371
 CQ1371.The orthometric height was determined by differential leveling
 CQ1371.and adjusted by the National Geodetic Survey in June 1991..
 CQ1371
 CQ1371.The geoid height was determined by GEOID03.
 CQ1371
 CQ1371.The dynamic height is computed by dividing the NAVD 88
 CQ1371.geopotential number by the normal gravity value computed on the
 CQ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1371.degrees latitude (g = 980.6199 gals.).
 CQ1371
 CQ1371.The modeled gravity was interpolated from observed gravity values.
 CQ1371
 CQ1371;                    North         East    Units  Estimated Accuracy
 CQ1371;SPC LA N     -   251,330.      916,270.      MT  (+/- 180 meters Scaled)
 CQ1371
 CQ1371                          SUPERSEDED SURVEY CONTROL
 CQ1371
 CQ1371  NGVD 29 (??/??/??)   72.867  (m)          239.06   (f) ADJUSTED    2 0
 CQ1371
 CQ1371.Superseded values are not recommended for survey control.
 CQ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1371.See file dsdata.txt to determine how the superseded data were derived.
 CQ1371
 CQ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS631251(NAD 83)
 CQ1371_MARKER: R = RIVET
 CQ1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1371+STABILITY: SURFACE MOTION
 CQ1371
 CQ1371  HISTORY     - Date     Condition        Report By
 CQ1371  HISTORY     - UNK      MONUMENTED       LARR
 CQ1371  HISTORY     - 1934     GOOD             CGS
 CQ1371
 CQ1371                          STATION DESCRIPTION
 CQ1371
 CQ1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1371'2.9 MI N FROM HORTMAN.
 CQ1371'ABOUT 2.9 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1371'THE STATION AT HORTMAN, WEBSTER PARISH, ABOUT 0.2 MILE NORTH OF
 CQ1371'COUCHWOOD, AT MILEPOST 65, AND EAST OF THE TRACK.  A STANDARD
 CQ1371'MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1373 ***********************************************************************
 CQ1373  DESIGNATION -  RV 66
 CQ1373  PID         -  CQ1373
 CQ1373  STATE/COUNTY-  LA/WEBSTER
 CQ1373  USGS QUAD   -  COTTON VALLEY (1981)
 CQ1373
 CQ1373                         *CURRENT SURVEY CONTROL
 CQ1373  ___________________________________________________________________
 CQ1373* NAD 83(1986)-  32 45 07.     (N)    093 23 13.     (W)     SCALED    
 CQ1373* NAVD 88     -        69.492  (meters)     227.99   (feet)  ADJUSTED  
 CQ1373  ___________________________________________________________________
 CQ1373  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ1373  DYNAMIC HT  -          69.415 (meters)     227.74  (feet)  COMP
 CQ1373  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CQ1373
 CQ1373  VERT ORDER  -  SECOND    CLASS 0
 CQ1373
 CQ1373.The horizontal coordinates were scaled from a topographic map and have
 CQ1373.an estimated accuracy of +/- 6 seconds.
 CQ1373
 CQ1373.The orthometric height was determined by differential leveling
 CQ1373.and adjusted by the National Geodetic Survey in June 1991..
 CQ1373
 CQ1373.The geoid height was determined by GEOID03.
 CQ1373
 CQ1373.The dynamic height is computed by dividing the NAVD 88
 CQ1373.geopotential number by the normal gravity value computed on the
 CQ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1373.degrees latitude (g = 980.6199 gals.).
 CQ1373
 CQ1373.The modeled gravity was interpolated from observed gravity values.
 CQ1373
 CQ1373;                    North         East    Units  Estimated Accuracy
 CQ1373;SPC LA N     -   250,030.      916,880.      MT  (+/- 180 meters Scaled)
 CQ1373
 CQ1373                          SUPERSEDED SURVEY CONTROL
 CQ1373
 CQ1373  NGVD 29 (??/??/??)   69.554  (m)          228.20   (f) ADJUSTED    2 0
 CQ1373
 CQ1373.Superseded values are not recommended for survey control.
 CQ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1373.See file dsdata.txt to determine how the superseded data were derived.
 CQ1373
 CQ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS637238(NAD 83)
 CQ1373_MARKER: R = RIVET
 CQ1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1373+STABILITY: SURFACE MOTION
 CQ1373
 CQ1373  HISTORY     - Date     Condition        Report By
 CQ1373  HISTORY     - UNK      MONUMENTED       LARR
 CQ1373  HISTORY     - 1934     GOOD             CGS
 CQ1373
 CQ1373                          STATION DESCRIPTION
 CQ1373
 CQ1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1373'1.9 MI N FROM HORTMAN.
 CQ1373'ABOUT 1.7 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1373'THE STATION AT HORTMAN, WEBSTER PARISH, AT MILEPOST 66, AND EAST OF
 CQ1373'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1373'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1374 ***********************************************************************
 CQ1374  DESIGNATION -  RV 67
 CQ1374  PID         -  CQ1374
 CQ1374  STATE/COUNTY-  LA/WEBSTER
 CQ1374  USGS QUAD   -  HORTMAN (1981)
 CQ1374
 CQ1374                         *CURRENT SURVEY CONTROL
 CQ1374  ___________________________________________________________________
 CQ1374* NAD 83(1986)-  32 44 14.     (N)    093 22 42.     (W)     SCALED    
 CQ1374* NAVD 88     -        63.088  (meters)     206.98   (feet)  ADJUSTED  
 CQ1374  ___________________________________________________________________
 CQ1374  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1374  DYNAMIC HT  -          63.018 (meters)     206.75  (feet)  COMP
 CQ1374  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 CQ1374
 CQ1374  VERT ORDER  -  SECOND    CLASS 0
 CQ1374
 CQ1374.The horizontal coordinates were scaled from a topographic map and have
 CQ1374.an estimated accuracy of +/- 6 seconds.
 CQ1374
 CQ1374.The orthometric height was determined by differential leveling
 CQ1374.and adjusted by the National Geodetic Survey in June 1991..
 CQ1374
 CQ1374.The geoid height was determined by GEOID03.
 CQ1374
 CQ1374.The dynamic height is computed by dividing the NAVD 88
 CQ1374.geopotential number by the normal gravity value computed on the
 CQ1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1374.degrees latitude (g = 980.6199 gals.).
 CQ1374
 CQ1374.The modeled gravity was interpolated from observed gravity values.
 CQ1374
 CQ1374;                    North         East    Units  Estimated Accuracy
 CQ1374;SPC LA N     -   248,400.      917,670.      MT  (+/- 180 meters Scaled)
 CQ1374
 CQ1374                          SUPERSEDED SURVEY CONTROL
 CQ1374
 CQ1374  NGVD 29 (??/??/??)   63.151  (m)          207.19   (f) ADJUSTED    2 0
 CQ1374
 CQ1374.Superseded values are not recommended for survey control.
 CQ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1374.See file dsdata.txt to determine how the superseded data were derived.
 CQ1374
 CQ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS645222(NAD 83)
 CQ1374_MARKER: R = RIVET
 CQ1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1374+STABILITY: SURFACE MOTION
 CQ1374
 CQ1374  HISTORY     - Date     Condition        Report By
 CQ1374  HISTORY     - UNK      MONUMENTED       LARR
 CQ1374  HISTORY     - 1934     GOOD             CGS
 CQ1374
 CQ1374                          STATION DESCRIPTION
 CQ1374
 CQ1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1374'0.7 MI N FROM HORTMAN.
 CQ1374'ABOUT 0.7 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1374'STATION AT HORTMAN, WEBSTER PARISH, AT MILEPOST 67, AND EAST OF THE
 CQ1374'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1374'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1376 ***********************************************************************
 CQ1376  DESIGNATION -  RV 68
 CQ1376  PID         -  CQ1376
 CQ1376  STATE/COUNTY-  LA/WEBSTER
 CQ1376  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1376
 CQ1376                         *CURRENT SURVEY CONTROL
 CQ1376  ___________________________________________________________________
 CQ1376* NAD 83(1986)-  32 43 23.     (N)    093 22 24.     (W)     SCALED    
 CQ1376* NAVD 88     -        56.434  (meters)     185.15   (feet)  ADJUSTED  
 CQ1376  ___________________________________________________________________
 CQ1376  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ1376  DYNAMIC HT  -          56.371 (meters)     184.94  (feet)  COMP
 CQ1376  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CQ1376
 CQ1376  VERT ORDER  -  SECOND    CLASS 0
 CQ1376
 CQ1376.The horizontal coordinates were scaled from a topographic map and have
 CQ1376.an estimated accuracy of +/- 6 seconds.
 CQ1376
 CQ1376.The orthometric height was determined by differential leveling
 CQ1376.and adjusted by the National Geodetic Survey in June 1991..
 CQ1376
 CQ1376.The geoid height was determined by GEOID03.
 CQ1376
 CQ1376.The dynamic height is computed by dividing the NAVD 88
 CQ1376.geopotential number by the normal gravity value computed on the
 CQ1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1376.degrees latitude (g = 980.6199 gals.).
 CQ1376
 CQ1376.The modeled gravity was interpolated from observed gravity values.
 CQ1376
 CQ1376;                    North         East    Units  Estimated Accuracy
 CQ1376;SPC LA N     -   246,820.      918,130.      MT  (+/- 180 meters Scaled)
 CQ1376
 CQ1376                          SUPERSEDED SURVEY CONTROL
 CQ1376
 CQ1376  NGVD 29 (??/??/??)   56.497  (m)          185.36   (f) ADJUSTED    2 0
 CQ1376
 CQ1376.Superseded values are not recommended for survey control.
 CQ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1376.See file dsdata.txt to determine how the superseded data were derived.
 CQ1376
 CQ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS650206(NAD 83)
 CQ1376_MARKER: R = RIVET
 CQ1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1376+STABILITY: SURFACE MOTION
 CQ1376
 CQ1376  HISTORY     - Date     Condition        Report By
 CQ1376  HISTORY     - UNK      MONUMENTED       LARR
 CQ1376  HISTORY     - 1934     GOOD             CGS
 CQ1376
 CQ1376                          STATION DESCRIPTION
 CQ1376
 CQ1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1376'0.3 MI S FROM HORTMAN.
 CQ1376'ABOUT 0.3 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1376'STATION AT HORTMAN, WEBSTER PARISH, ABOUT 1 POLE SOUTH OF MILEPOST 68,
 CQ1376'AND EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP
 CQ1376'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1381 ***********************************************************************
 CQ1381  DESIGNATION -  RV 70
 CQ1381  PID         -  CQ1381
 CQ1381  STATE/COUNTY-  LA/WEBSTER
 CQ1381  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1381
 CQ1381                         *CURRENT SURVEY CONTROL
 CQ1381  ___________________________________________________________________
 CQ1381* NAD 83(1986)-  32 41 48.     (N)    093 22 12.     (W)     SCALED    
 CQ1381* NAVD 88     -        58.770  (meters)     192.81   (feet)  ADJUSTED  
 CQ1381  ___________________________________________________________________
 CQ1381  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1381  DYNAMIC HT  -          58.704 (meters)     192.60  (feet)  COMP
 CQ1381  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CQ1381
 CQ1381  VERT ORDER  -  SECOND    CLASS 0
 CQ1381
 CQ1381.The horizontal coordinates were scaled from a topographic map and have
 CQ1381.an estimated accuracy of +/- 6 seconds.
 CQ1381
 CQ1381.The orthometric height was determined by differential leveling
 CQ1381.and adjusted by the National Geodetic Survey in June 1991..
 CQ1381
 CQ1381.The geoid height was determined by GEOID03.
 CQ1381
 CQ1381.The dynamic height is computed by dividing the NAVD 88
 CQ1381.geopotential number by the normal gravity value computed on the
 CQ1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1381.degrees latitude (g = 980.6199 gals.).
 CQ1381
 CQ1381.The modeled gravity was interpolated from observed gravity values.
 CQ1381
 CQ1381;                    North         East    Units  Estimated Accuracy
 CQ1381;SPC LA N     -   243,890.      918,420.      MT  (+/- 180 meters Scaled)
 CQ1381
 CQ1381                          SUPERSEDED SURVEY CONTROL
 CQ1381
 CQ1381  NGVD 29 (??/??/??)   58.832  (m)          193.02   (f) ADJUSTED    2 0
 CQ1381
 CQ1381.Superseded values are not recommended for survey control.
 CQ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1381.See file dsdata.txt to determine how the superseded data were derived.
 CQ1381
 CQ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS653177(NAD 83)
 CQ1381_MARKER: R = RIVET
 CQ1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1381+STABILITY: SURFACE MOTION
 CQ1381
 CQ1381  HISTORY     - Date     Condition        Report By
 CQ1381  HISTORY     - UNK      MONUMENTED       LARR
 CQ1381  HISTORY     - 1934     GOOD             CGS
 CQ1381
 CQ1381                          STATION DESCRIPTION
 CQ1381
 CQ1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1381'2.2 MI S FROM HORTMAN.
 CQ1381'ABOUT 2.2 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1381'THE STATION AT HORTMAN, WEBSTER PARISH, AT MILEPOST 70, AND EAST OF
 CQ1381'THE TRACK.  A STNADARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1381'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1382 ***********************************************************************
 CQ1382  DESIGNATION -  RV 71
 CQ1382  PID         -  CQ1382
 CQ1382  STATE/COUNTY-  LA/WEBSTER
 CQ1382  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1382
 CQ1382                         *CURRENT SURVEY CONTROL
 CQ1382  ___________________________________________________________________
 CQ1382* NAD 83(1986)-  32 40 57.     (N)    093 21 54.     (W)     SCALED    
 CQ1382* NAVD 88     -        53.336  (meters)     174.99   (feet)  ADJUSTED  
 CQ1382  ___________________________________________________________________
 CQ1382  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1382  DYNAMIC HT  -          53.277 (meters)     174.79  (feet)  COMP
 CQ1382  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CQ1382
 CQ1382  VERT ORDER  -  SECOND    CLASS 0
 CQ1382
 CQ1382.The horizontal coordinates were scaled from a topographic map and have
 CQ1382.an estimated accuracy of +/- 6 seconds.
 CQ1382
 CQ1382.The orthometric height was determined by differential leveling
 CQ1382.and adjusted by the National Geodetic Survey in June 1991..
 CQ1382
 CQ1382.The geoid height was determined by GEOID03.
 CQ1382
 CQ1382.The dynamic height is computed by dividing the NAVD 88
 CQ1382.geopotential number by the normal gravity value computed on the
 CQ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1382.degrees latitude (g = 980.6199 gals.).
 CQ1382
 CQ1382.The modeled gravity was interpolated from observed gravity values.
 CQ1382
 CQ1382;                    North         East    Units  Estimated Accuracy
 CQ1382;SPC LA N     -   242,320.      918,880.      MT  (+/- 180 meters Scaled)
 CQ1382
 CQ1382                          SUPERSEDED SURVEY CONTROL
 CQ1382
 CQ1382  NGVD 29 (??/??/??)   53.399  (m)          175.19   (f) ADJUSTED    2 0
 CQ1382
 CQ1382.Superseded values are not recommended for survey control.
 CQ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1382.See file dsdata.txt to determine how the superseded data were derived.
 CQ1382
 CQ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS657161(NAD 83)
 CQ1382_MARKER: R = RIVET
 CQ1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1382+STABILITY: SURFACE MOTION
 CQ1382
 CQ1382  HISTORY     - Date     Condition        Report By
 CQ1382  HISTORY     - UNK      MONUMENTED       LARR
 CQ1382  HISTORY     - 1934     GOOD             CGS
 CQ1382
 CQ1382                          STATION DESCRIPTION
 CQ1382
 CQ1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1382'3.2 MI S FROM HORTMAN.
 CQ1382'ABOUT 3.2 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1382'THE STATION AT HORTMAN, WEBSTER PARISH, AT MILEPOST 71, AND EAST OF
 CQ1382'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1382'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1384 ***********************************************************************
 CQ1384  DESIGNATION -  RV 72
 CQ1384  PID         -  CQ1384
 CQ1384  STATE/COUNTY-  LA/WEBSTER
 CQ1384  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1384
 CQ1384                         *CURRENT SURVEY CONTROL
 CQ1384  ___________________________________________________________________
 CQ1384* NAD 83(1986)-  32 40 35.     (N)    093 21 00.     (W)     SCALED    
 CQ1384* NAVD 88     -        51.070  (meters)     167.55   (feet)  ADJUSTED  
 CQ1384  ___________________________________________________________________
 CQ1384  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1384  DYNAMIC HT  -          51.013 (meters)     167.37  (feet)  COMP
 CQ1384  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CQ1384
 CQ1384  VERT ORDER  -  SECOND    CLASS 0
 CQ1384
 CQ1384.The horizontal coordinates were scaled from a topographic map and have
 CQ1384.an estimated accuracy of +/- 6 seconds.
 CQ1384
 CQ1384.The orthometric height was determined by differential leveling
 CQ1384.and adjusted by the National Geodetic Survey in June 1991..
 CQ1384
 CQ1384.The geoid height was determined by GEOID03.
 CQ1384
 CQ1384.The dynamic height is computed by dividing the NAVD 88
 CQ1384.geopotential number by the normal gravity value computed on the
 CQ1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1384.degrees latitude (g = 980.6199 gals.).
 CQ1384
 CQ1384.The modeled gravity was interpolated from observed gravity values.
 CQ1384
 CQ1384;                    North         East    Units  Estimated Accuracy
 CQ1384;SPC LA N     -   241,630.      920,280.      MT  (+/- 180 meters Scaled)
 CQ1384
 CQ1384                          SUPERSEDED SURVEY CONTROL
 CQ1384
 CQ1384  NGVD 29 (??/??/??)   51.134  (m)          167.76   (f) ADJUSTED    2 0
 CQ1384
 CQ1384.Superseded values are not recommended for survey control.
 CQ1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1384.See file dsdata.txt to determine how the superseded data were derived.
 CQ1384
 CQ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS671154(NAD 83)
 CQ1384_MARKER: R = RIVET
 CQ1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1384+STABILITY: SURFACE MOTION
 CQ1384
 CQ1384  HISTORY     - Date     Condition        Report By
 CQ1384  HISTORY     - UNK      MONUMENTED       LARR
 CQ1384  HISTORY     - 1934     GOOD             CGS
 CQ1384
 CQ1384                          STATION DESCRIPTION
 CQ1384
 CQ1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1384'4.2 MI S FROM HORTMAN.
 CQ1384'ABOUT 4.2 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1384'THE STATION AT HORTMAN, WEBSTER PARISH, AT MILEPOST 72, AND EAST OF
 CQ1384'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CQ1384'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1809 ***********************************************************************
 BK1809  DESIGNATION -  RV 727 KCSRR
 BK1809  PID         -  BK1809
 BK1809  STATE/COUNTY-  LA/CALCASIEU
 BK1809  USGS QUAD   -  CLARK HOLLOW (1994)
 BK1809
 BK1809                         *CURRENT SURVEY CONTROL
 BK1809  ___________________________________________________________________
 BK1809* NAD 83(1986)-  30 23 09.     (N)    093 32 36.     (W)     SCALED    
 BK1809* NAVD 88     -        19.80   (+/-2cm)      65.0    (feet)  VERTCON   
 BK1809  ___________________________________________________________________
 BK1809  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1809
 BK1809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1809
 BK1809.The horizontal coordinates were scaled from a topographic map and have
 BK1809.an estimated accuracy of +/- 6 seconds.
 BK1809
 BK1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1809.The vertical order pertains to the NGVD 29 superseded value.
 BK1809
 BK1809.The geoid height was determined by GEOID03.
 BK1809
 BK1809;                    North         East    Units  Estimated Accuracy
 BK1809;SPC LA S     -   211,080.      787,620.      MT  (+/- 180 meters Scaled)
 BK1809
 BK1809                          SUPERSEDED SURVEY CONTROL
 BK1809
 BK1809  NGVD 29 (??/??/??)   19.746  (m)           64.78   (f) ADJUSTED    2 0
 BK1809
 BK1809.Superseded values are not recommended for survey control.
 BK1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1809.See file dsdata.txt to determine how the superseded data were derived.
 BK1809
 BK1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP478616(NAD 83)
 BK1809_MARKER: Z = SEE DESCRIPTION
 BK1809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1809_SP_SET: RAIL
 BK1809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1809
 BK1809  HISTORY     - Date     Condition        Report By
 BK1809  HISTORY     - UNK      MONUMENTED       KCSRR
 BK1809  HISTORY     - 1935     GOOD             CGS
 BK1809  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1809
 BK1809                          STATION DESCRIPTION
 BK1809
 BK1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1809'8.4 MI E FROM STARKS.
 BK1809'8.4 MI E OF AND ALONG THE KANSAS CITY SOUTHERN R R BM ON BALL OF RAIL.
 BK1809'40 FEET RIGHT AND 10 FEET W OF MILEPOST 727.
 BK1809
 BK1809                          STATION RECOVERY (2002)
 BK1809
 BK1809'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1812 ***********************************************************************
 BK1812  DESIGNATION -  RV 729 1/2 KCSRR
 BK1812  PID         -  BK1812
 BK1812  STATE/COUNTY-  LA/CALCASIEU
 BK1812  USGS QUAD   -  LUNITA (1994)
 BK1812
 BK1812                         *CURRENT SURVEY CONTROL
 BK1812  ___________________________________________________________________
 BK1812* NAD 83(1986)-  30 21 53.     (N)    093 34 38.     (W)     SCALED    
 BK1812* NAVD 88     -        15.09   (+/-2cm)      49.5    (feet)  VERTCON   
 BK1812  ___________________________________________________________________
 BK1812  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BK1812
 BK1812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1812
 BK1812.The horizontal coordinates were scaled from a topographic map and have
 BK1812.an estimated accuracy of +/- 6 seconds.
 BK1812
 BK1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1812.The vertical order pertains to the NGVD 29 superseded value.
 BK1812
 BK1812.The geoid height was determined by GEOID03.
 BK1812
 BK1812;                    North         East    Units  Estimated Accuracy
 BK1812;SPC LA S     -   208,810.      784,320.      MT  (+/- 180 meters Scaled)
 BK1812
 BK1812                          SUPERSEDED SURVEY CONTROL
 BK1812
 BK1812  NGVD 29 (??/??/??)   15.034  (m)           49.32   (f) ADJUSTED    2 0
 BK1812
 BK1812.Superseded values are not recommended for survey control.
 BK1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1812.See file dsdata.txt to determine how the superseded data were derived.
 BK1812
 BK1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP445593(NAD 83)
 BK1812_MARKER: Z = SEE DESCRIPTION
 BK1812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1812_SP_SET: RAIL
 BK1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1812
 BK1812  HISTORY     - Date     Condition        Report By
 BK1812  HISTORY     - UNK      MONUMENTED       KCSRR
 BK1812  HISTORY     - 1935     GOOD             CGS
 BK1812  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1812
 BK1812                          STATION DESCRIPTION
 BK1812
 BK1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1812'5.8 MI E FROM STARKS.
 BK1812'5.8 MI E OF AND ALONG THE KANSAS CITY SOUTHERN R R AT STATION
 BK1812'38518+50.  BM ON BALL OF RAIL END.  40 FEET RIGHT AND 10 FEET W OF
 BK1812'MILEPOST 729 1/2.
 BK1812
 BK1812                          STATION RECOVERY (2002)
 BK1812
 BK1812'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1385 ***********************************************************************
 CQ1385  DESIGNATION -  RV 73
 CQ1385  PID         -  CQ1385
 CQ1385  STATE/COUNTY-  LA/WEBSTER
 CQ1385  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1385
 CQ1385                         *CURRENT SURVEY CONTROL
 CQ1385  ___________________________________________________________________
 CQ1385* NAD 83(1986)-  32 40 24.     (N)    093 19 54.     (W)     SCALED    
 CQ1385* NAVD 88     -        51.206  (meters)     168.00   (feet)  ADJUSTED  
 CQ1385  ___________________________________________________________________
 CQ1385  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1385  DYNAMIC HT  -          51.149 (meters)     167.81  (feet)  COMP
 CQ1385  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 CQ1385
 CQ1385  VERT ORDER  -  SECOND    CLASS 0
 CQ1385
 CQ1385.The horizontal coordinates were scaled from a topographic map and have
 CQ1385.an estimated accuracy of +/- 6 seconds.
 CQ1385
 CQ1385.The orthometric height was determined by differential leveling
 CQ1385.and adjusted by the National Geodetic Survey in June 1991..
 CQ1385
 CQ1385.The geoid height was determined by GEOID03.
 CQ1385
 CQ1385.The dynamic height is computed by dividing the NAVD 88
 CQ1385.geopotential number by the normal gravity value computed on the
 CQ1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1385.degrees latitude (g = 980.6199 gals.).
 CQ1385
 CQ1385.The modeled gravity was interpolated from observed gravity values.
 CQ1385
 CQ1385;                    North         East    Units  Estimated Accuracy
 CQ1385;SPC LA N     -   241,280.      921,990.      MT  (+/- 180 meters Scaled)
 CQ1385
 CQ1385                          SUPERSEDED SURVEY CONTROL
 CQ1385
 CQ1385  NGVD 29 (??/??/??)   51.269  (m)          168.21   (f) ADJUSTED    2 0
 CQ1385
 CQ1385.Superseded values are not recommended for survey control.
 CQ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1385.See file dsdata.txt to determine how the superseded data were derived.
 CQ1385
 CQ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS689151(NAD 83)
 CQ1385_MARKER: R = RIVET
 CQ1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1385+STABILITY: SURFACE MOTION
 CQ1385
 CQ1385  HISTORY     - Date     Condition        Report By
 CQ1385  HISTORY     - UNK      MONUMENTED       LARR
 CQ1385  HISTORY     - 1934     GOOD             CGS
 CQ1385
 CQ1385                          STATION DESCRIPTION
 CQ1385
 CQ1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1385'5.0 MI N FROM MINDEN.
 CQ1385'ABOUT 5 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1385'MINDEN, WEBSTER PARISH, AT MILEPOST 73, AND EAST OF THE TRACK.  A
 CQ1385'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1815 ***********************************************************************
 BK1815  DESIGNATION -  RV 733 KCSRR
 BK1815  PID         -  BK1815
 BK1815  STATE/COUNTY-  LA/CALCASIEU
 BK1815  USGS QUAD   -  STARKS (1994)
 BK1815
 BK1815                         *CURRENT SURVEY CONTROL
 BK1815  ___________________________________________________________________
 BK1815* NAD 83(1986)-  30 20 05.     (N)    093 37 33.     (W)     SCALED    
 BK1815* NAVD 88     -         9.77   (+/-2cm)      32.1    (feet)  VERTCON   
 BK1815  ___________________________________________________________________
 BK1815  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK1815
 BK1815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1815
 BK1815.The horizontal coordinates were scaled from a topographic map and have
 BK1815.an estimated accuracy of +/- 6 seconds.
 BK1815
 BK1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1815.The vertical order pertains to the NGVD 29 superseded value.
 BK1815
 BK1815.The geoid height was determined by GEOID03.
 BK1815
 BK1815;                    North         East    Units  Estimated Accuracy
 BK1815;SPC LA S     -   205,580.      779,580.      MT  (+/- 180 meters Scaled)
 BK1815
 BK1815                          SUPERSEDED SURVEY CONTROL
 BK1815
 BK1815  NGVD 29 (??/??/??)    9.720  (m)           31.89   (f) ADJUSTED    2 0
 BK1815
 BK1815.Superseded values are not recommended for survey control.
 BK1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1815.See file dsdata.txt to determine how the superseded data were derived.
 BK1815
 BK1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP398560(NAD 83)
 BK1815_MARKER: Z = SEE DESCRIPTION
 BK1815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1815_SP_SET: RAIL
 BK1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1815
 BK1815  HISTORY     - Date     Condition        Report By
 BK1815  HISTORY     - UNK      MONUMENTED       KCSRR
 BK1815  HISTORY     - 1935     GOOD             CGS
 BK1815
 BK1815                          STATION DESCRIPTION
 BK1815
 BK1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1815'2.4 MI E FROM STARKS.
 BK1815'2.4 MI E OF AND ALONG THE KANSAS CITY SOUTHERN RR BM ON FLANGE OF RAIL
 BK1815'END.  30 FEET RIGHT AND 100 FEET N OF MILEPOST 733.  AT STATION
 BK1815'38701+35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1387 ***********************************************************************
 CQ1387  DESIGNATION -  RV 75
 CQ1387  PID         -  CQ1387
 CQ1387  STATE/COUNTY-  LA/WEBSTER
 CQ1387  USGS QUAD   -  MINDEN NORTH (1981)
 CQ1387
 CQ1387                         *CURRENT SURVEY CONTROL
 CQ1387  ___________________________________________________________________
 CQ1387* NAD 83(1986)-  32 39 10.     (N)    093 18 45.     (W)     SCALED    
 CQ1387* NAVD 88     -        64.283  (meters)     210.90   (feet)  ADJUSTED  
 CQ1387  ___________________________________________________________________
 CQ1387  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ1387  DYNAMIC HT  -          64.211 (meters)     210.67  (feet)  COMP
 CQ1387  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CQ1387
 CQ1387  VERT ORDER  -  SECOND    CLASS 0
 CQ1387
 CQ1387.The horizontal coordinates were scaled from a topographic map and have
 CQ1387.an estimated accuracy of +/- 6 seconds.
 CQ1387
 CQ1387.The orthometric height was determined by differential leveling
 CQ1387.and adjusted by the National Geodetic Survey in June 1991..
 CQ1387
 CQ1387.The geoid height was determined by GEOID03.
 CQ1387
 CQ1387.The dynamic height is computed by dividing the NAVD 88
 CQ1387.geopotential number by the normal gravity value computed on the
 CQ1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1387.degrees latitude (g = 980.6199 gals.).
 CQ1387
 CQ1387.The modeled gravity was interpolated from observed gravity values.
 CQ1387
 CQ1387;                    North         East    Units  Estimated Accuracy
 CQ1387;SPC LA N     -   238,980.      923,770.      MT  (+/- 180 meters Scaled)
 CQ1387
 CQ1387                          SUPERSEDED SURVEY CONTROL
 CQ1387
 CQ1387  NGVD 29 (??/??/??)   64.344  (m)          211.10   (f) ADJUSTED    2 0
 CQ1387
 CQ1387.Superseded values are not recommended for survey control.
 CQ1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1387.See file dsdata.txt to determine how the superseded data were derived.
 CQ1387
 CQ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS706128(NAD 83)
 CQ1387_MARKER: R = RIVET
 CQ1387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1387_SP_SET: CULVERT
 CQ1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1387
 CQ1387  HISTORY     - Date     Condition        Report By
 CQ1387  HISTORY     - UNK      MONUMENTED       LARR
 CQ1387  HISTORY     - 1934     GOOD             CGS
 CQ1387
 CQ1387                          STATION DESCRIPTION
 CQ1387
 CQ1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1387'3.1 MI N FROM MINDEN.
 CQ1387'ABOUT 3.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1387'MINDEN, WEBSTER PARISH, AT MILEPOST 75, IN THE HEAD WALL OF A CONCRETE
 CQ1387'CULVERT, AND 12 FEET EAST OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1390 ***********************************************************************
 CQ1390  DESIGNATION -  RV 77
 CQ1390  PID         -  CQ1390
 CQ1390  STATE/COUNTY-  LA/WEBSTER
 CQ1390  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1390
 CQ1390                         *CURRENT SURVEY CONTROL
 CQ1390  ___________________________________________________________________
 CQ1390* NAD 83(1986)-  32 37 26.     (N)    093 18 19.     (W)     SCALED    
 CQ1390* NAVD 88     -        67.490  (meters)     221.42   (feet)  ADJUSTED  
 CQ1390  ___________________________________________________________________
 CQ1390  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ1390  DYNAMIC HT  -          67.414 (meters)     221.17  (feet)  COMP
 CQ1390  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CQ1390
 CQ1390  VERT ORDER  -  SECOND    CLASS 0
 CQ1390
 CQ1390.The horizontal coordinates were scaled from a topographic map and have
 CQ1390.an estimated accuracy of +/- 6 seconds.
 CQ1390
 CQ1390.The orthometric height was determined by differential leveling
 CQ1390.and adjusted by the National Geodetic Survey in June 1991..
 CQ1390
 CQ1390.The geoid height was determined by GEOID03.
 CQ1390
 CQ1390.The dynamic height is computed by dividing the NAVD 88
 CQ1390.geopotential number by the normal gravity value computed on the
 CQ1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1390.degrees latitude (g = 980.6199 gals.).
 CQ1390
 CQ1390.The modeled gravity was interpolated from observed gravity values.
 CQ1390
 CQ1390;                    North         East    Units  Estimated Accuracy
 CQ1390;SPC LA N     -   235,770.      924,430.      MT  (+/- 180 meters Scaled)
 CQ1390
 CQ1390                          SUPERSEDED SURVEY CONTROL
 CQ1390
 CQ1390  NGVD 29 (??/??/??)   67.549  (m)          221.62   (f) ADJUSTED    2 0
 CQ1390
 CQ1390.Superseded values are not recommended for survey control.
 CQ1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1390.See file dsdata.txt to determine how the superseded data were derived.
 CQ1390
 CQ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS713096(NAD 83)
 CQ1390_MARKER: R = RIVET
 CQ1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1390+STABILITY: SURFACE MOTION
 CQ1390
 CQ1390  HISTORY     - Date     Condition        Report By
 CQ1390  HISTORY     - UNK      MONUMENTED       LARR
 CQ1390  HISTORY     - 1934     GOOD             CGS
 CQ1390  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 CQ1390
 CQ1390                          STATION DESCRIPTION
 CQ1390
 CQ1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1390'1.0 MI N FROM MINDEN.
 CQ1390'ABOUT 1 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1390'MINDEN, WEBSTER PARISH, AT MILEPOST 77, AND WEST OF THE TRACK.  A
 CQ1390'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CQ1390
 CQ1390                          STATION RECOVERY (2002)
 CQ1390
 CQ1390'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1391 ***********************************************************************
 CQ1391  DESIGNATION -  RV 78
 CQ1391  PID         -  CQ1391
 CQ1391  STATE/COUNTY-  LA/WEBSTER
 CQ1391  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1391
 CQ1391                         *CURRENT SURVEY CONTROL
 CQ1391  ___________________________________________________________________
 CQ1391* NAD 83(1986)-  32 36 47.     (N)    093 17 43.     (W)     SCALED    
 CQ1391* NAVD 88     -        59.191  (meters)     194.20   (feet)  ADJUSTED  
 CQ1391  ___________________________________________________________________
 CQ1391  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1391  DYNAMIC HT  -          59.125 (meters)     193.98  (feet)  COMP
 CQ1391  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 CQ1391
 CQ1391  VERT ORDER  -  SECOND    CLASS 0
 CQ1391
 CQ1391.The horizontal coordinates were scaled from a topographic map and have
 CQ1391.an estimated accuracy of +/- 6 seconds.
 CQ1391
 CQ1391.The orthometric height was determined by differential leveling
 CQ1391.and adjusted by the National Geodetic Survey in June 1991..
 CQ1391
 CQ1391.The geoid height was determined by GEOID03.
 CQ1391
 CQ1391.The dynamic height is computed by dividing the NAVD 88
 CQ1391.geopotential number by the normal gravity value computed on the
 CQ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1391.degrees latitude (g = 980.6199 gals.).
 CQ1391
 CQ1391.The modeled gravity was interpolated from observed gravity values.
 CQ1391
 CQ1391;                    North         East    Units  Estimated Accuracy
 CQ1391;SPC LA N     -   234,570.      925,360.      MT  (+/- 180 meters Scaled)
 CQ1391
 CQ1391                          SUPERSEDED SURVEY CONTROL
 CQ1391
 CQ1391  NGVD 29 (??/??/??)   59.249  (m)          194.39   (f) ADJUSTED    2 0
 CQ1391
 CQ1391.Superseded values are not recommended for survey control.
 CQ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1391.See file dsdata.txt to determine how the superseded data were derived.
 CQ1391
 CQ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS722084(NAD 83)
 CQ1391_MARKER: R = RIVET
 CQ1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1391+STABILITY: SURFACE MOTION
 CQ1391
 CQ1391  HISTORY     - Date     Condition        Report By
 CQ1391  HISTORY     - UNK      MONUMENTED       LARR
 CQ1391  HISTORY     - 1934     GOOD             CGS
 CQ1391  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ1391  HISTORY     - 20021215 GOOD             USPSQD
 CQ1391
 CQ1391                          STATION DESCRIPTION
 CQ1391
 CQ1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1391'IN MINDEN.
 CQ1391'AT MINDEN, WEBSTER PARISH, ON THE LOUISIANA AND ARKANSAS RAILWAY, AT
 CQ1391'MILEPOST 78, AND WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET
 CQ1391'IN THE TOP OF A CONCRETE POST.
 CQ1391
 CQ1391                          STATION RECOVERY (1997)
 CQ1391
 CQ1391'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1391'MARK NOT FOUND.
 CQ1391
 CQ1391                          STATION RECOVERY (2002)
 CQ1391
 CQ1391'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRH)
 CQ1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1393 ***********************************************************************
 CQ1393  DESIGNATION -  RV 79
 CQ1393  PID         -  CQ1393
 CQ1393  STATE/COUNTY-  LA/WEBSTER
 CQ1393  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1393
 CQ1393                         *CURRENT SURVEY CONTROL
 CQ1393  ___________________________________________________________________
 CQ1393* NAD 83(1986)-  32 35 58.     (N)    093 17 32.     (W)     SCALED    
 CQ1393* NAVD 88     -        54.082  (meters)     177.43   (feet)  ADJUSTED  
 CQ1393  ___________________________________________________________________
 CQ1393  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1393  DYNAMIC HT  -          54.022 (meters)     177.24  (feet)  COMP
 CQ1393  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CQ1393
 CQ1393  VERT ORDER  -  SECOND    CLASS 0
 CQ1393
 CQ1393.The horizontal coordinates were scaled from a topographic map and have
 CQ1393.an estimated accuracy of +/- 6 seconds.
 CQ1393
 CQ1393.The orthometric height was determined by differential leveling
 CQ1393.and adjusted by the National Geodetic Survey in June 1991..
 CQ1393
 CQ1393.The geoid height was determined by GEOID03.
 CQ1393
 CQ1393.The dynamic height is computed by dividing the NAVD 88
 CQ1393.geopotential number by the normal gravity value computed on the
 CQ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1393.degrees latitude (g = 980.6199 gals.).
 CQ1393
 CQ1393.The modeled gravity was interpolated from observed gravity values.
 CQ1393
 CQ1393;                    North         East    Units  Estimated Accuracy
 CQ1393;SPC LA N     -   233,050.      925,630.      MT  (+/- 180 meters Scaled)
 CQ1393
 CQ1393                          SUPERSEDED SURVEY CONTROL
 CQ1393
 CQ1393  NGVD 29 (??/??/??)   54.140  (m)          177.62   (f) ADJUSTED    2 0
 CQ1393
 CQ1393.Superseded values are not recommended for survey control.
 CQ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1393.See file dsdata.txt to determine how the superseded data were derived.
 CQ1393
 CQ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS725069(NAD 83)
 CQ1393_MARKER: R = RIVET
 CQ1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1393+STABILITY: SURFACE MOTION
 CQ1393
 CQ1393  HISTORY     - Date     Condition        Report By
 CQ1393  HISTORY     - UNK      MONUMENTED       LARR
 CQ1393  HISTORY     - 1934     GOOD             CGS
 CQ1393
 CQ1393                          STATION DESCRIPTION
 CQ1393
 CQ1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1393'0.8 MI S FROM MINDEN.
 CQ1393'ABOUT 0.8 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1393'MINDEN, WEBSTER PARISH, AT MILEPOST 79, AND WEST OF THE TRACK.  A
 CQ1393'STNADARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1396 ***********************************************************************
 CQ1396  DESIGNATION -  RV 81
 CQ1396  PID         -  CQ1396
 CQ1396  STATE/COUNTY-  LA/WEBSTER
 CQ1396  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1396
 CQ1396                         *CURRENT SURVEY CONTROL
 CQ1396  ___________________________________________________________________
 CQ1396* NAD 83(1986)-  32 34 17.     (N)    093 17 29.     (W)     SCALED    
 CQ1396* NAVD 88     -        56.171  (meters)     184.29   (feet)  ADJUSTED  
 CQ1396  ___________________________________________________________________
 CQ1396  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1396  DYNAMIC HT  -          56.108 (meters)     184.08  (feet)  COMP
 CQ1396  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 CQ1396
 CQ1396  VERT ORDER  -  SECOND    CLASS 0
 CQ1396
 CQ1396.The horizontal coordinates were scaled from a topographic map and have
 CQ1396.an estimated accuracy of +/- 6 seconds.
 CQ1396
 CQ1396.The orthometric height was determined by differential leveling
 CQ1396.and adjusted by the National Geodetic Survey in June 1991..
 CQ1396
 CQ1396.The geoid height was determined by GEOID03.
 CQ1396
 CQ1396.The dynamic height is computed by dividing the NAVD 88
 CQ1396.geopotential number by the normal gravity value computed on the
 CQ1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1396.degrees latitude (g = 980.6199 gals.).
 CQ1396
 CQ1396.The modeled gravity was interpolated from observed gravity values.
 CQ1396
 CQ1396;                    North         East    Units  Estimated Accuracy
 CQ1396;SPC LA N     -   229,940.      925,690.      MT  (+/- 180 meters Scaled)
 CQ1396
 CQ1396                          SUPERSEDED SURVEY CONTROL
 CQ1396
 CQ1396  NGVD 29 (??/??/??)   56.227  (m)          184.47   (f) ADJUSTED    2 0
 CQ1396
 CQ1396.Superseded values are not recommended for survey control.
 CQ1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1396.See file dsdata.txt to determine how the superseded data were derived.
 CQ1396
 CQ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS726038(NAD 83)
 CQ1396_MARKER: R = RIVET
 CQ1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1396+STABILITY: SURFACE MOTION
 CQ1396
 CQ1396  HISTORY     - Date     Condition        Report By
 CQ1396  HISTORY     - UNK      MONUMENTED       LARR
 CQ1396  HISTORY     - 1934     GOOD             CGS
 CQ1396  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ1396
 CQ1396                          STATION DESCRIPTION
 CQ1396
 CQ1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1396'2.8 MI S FROM MINDEN.
 CQ1396'ABOUT 2.8 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1396'MINDEN, WEBSTER PARISH, AT MILEPOST 81, AND EAST OF THE TRACK.  A
 CQ1396'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CQ1396
 CQ1396                          STATION RECOVERY (1997)
 CQ1396
 CQ1396'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1398 ***********************************************************************
 CQ1398  DESIGNATION -  RV 82
 CQ1398  PID         -  CQ1398
 CQ1398  STATE/COUNTY-  LA/WEBSTER
 CQ1398  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1398
 CQ1398                         *CURRENT SURVEY CONTROL
 CQ1398  ___________________________________________________________________
 CQ1398* NAD 83(1986)-  32 33 24.     (N)    093 17 31.     (W)     SCALED    
 CQ1398* NAVD 88     -        61.944  (meters)     203.23   (feet)  ADJUSTED  
 CQ1398  ___________________________________________________________________
 CQ1398  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1398  DYNAMIC HT  -          61.875 (meters)     203.00  (feet)  COMP
 CQ1398  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CQ1398
 CQ1398  VERT ORDER  -  SECOND    CLASS 0
 CQ1398
 CQ1398.The horizontal coordinates were scaled from a topographic map and have
 CQ1398.an estimated accuracy of +/- 6 seconds.
 CQ1398
 CQ1398.The orthometric height was determined by differential leveling
 CQ1398.and adjusted by the National Geodetic Survey in June 1991..
 CQ1398
 CQ1398.The geoid height was determined by GEOID03.
 CQ1398
 CQ1398.The dynamic height is computed by dividing the NAVD 88
 CQ1398.geopotential number by the normal gravity value computed on the
 CQ1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1398.degrees latitude (g = 980.6199 gals.).
 CQ1398
 CQ1398.The modeled gravity was interpolated from observed gravity values.
 CQ1398
 CQ1398;                    North         East    Units  Estimated Accuracy
 CQ1398;SPC LA N     -   228,310.      925,630.      MT  (+/- 180 meters Scaled)
 CQ1398
 CQ1398                          SUPERSEDED SURVEY CONTROL
 CQ1398
 CQ1398  NGVD 29 (??/??/??)   61.999  (m)          203.41   (f) ADJUSTED    2 0
 CQ1398
 CQ1398.Superseded values are not recommended for survey control.
 CQ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1398.See file dsdata.txt to determine how the superseded data were derived.
 CQ1398
 CQ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS725021(NAD 83)
 CQ1398_MARKER: R = RIVET
 CQ1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1398+STABILITY: SURFACE MOTION
 CQ1398
 CQ1398  HISTORY     - Date     Condition        Report By
 CQ1398  HISTORY     - UNK      MONUMENTED       LARR
 CQ1398  HISTORY     - 1934     GOOD             CGS
 CQ1398  HISTORY     - 1938     GOOD             CGS
 CQ1398  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 CQ1398
 CQ1398                          STATION DESCRIPTION
 CQ1398
 CQ1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1398'1.2 MI N FROM SIBLEY.
 CQ1398'ABOUT 1.2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1398'SIBLEY, WEBSTER PARISH, AT MILEPOST 82, AND WEST OF THE TRACK.  A
 CQ1398'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CQ1398
 CQ1398                          STATION RECOVERY (1938)
 CQ1398
 CQ1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 CQ1398'RECOVERED IN GOOD CONDITION.
 CQ1398
 CQ1398                          STATION RECOVERY (1997)
 CQ1398
 CQ1398'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1399 ***********************************************************************
 CQ1399  DESIGNATION -  RV 83
 CQ1399  PID         -  CQ1399
 CQ1399  STATE/COUNTY-  LA/WEBSTER
 CQ1399  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1399
 CQ1399                         *CURRENT SURVEY CONTROL
 CQ1399  ___________________________________________________________________
 CQ1399* NAD 83(1986)-  32 32 35.     (N)    093 17 29.     (W)     SCALED    
 CQ1399* NAVD 88     -        59.516  (meters)     195.26   (feet)  ADJUSTED  
 CQ1399  ___________________________________________________________________
 CQ1399  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1399  DYNAMIC HT  -          59.450 (meters)     195.05  (feet)  COMP
 CQ1399  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CQ1399
 CQ1399  VERT ORDER  -  SECOND    CLASS 0
 CQ1399
 CQ1399.The horizontal coordinates were scaled from a topographic map and have
 CQ1399.an estimated accuracy of +/- 6 seconds.
 CQ1399
 CQ1399.The orthometric height was determined by differential leveling
 CQ1399.and adjusted by the National Geodetic Survey in June 1991..
 CQ1399
 CQ1399.The geoid height was determined by GEOID03.
 CQ1399
 CQ1399.The dynamic height is computed by dividing the NAVD 88
 CQ1399.geopotential number by the normal gravity value computed on the
 CQ1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1399.degrees latitude (g = 980.6199 gals.).
 CQ1399
 CQ1399.The modeled gravity was interpolated from observed gravity values.
 CQ1399
 CQ1399;                    North         East    Units  Estimated Accuracy
 CQ1399;SPC LA N     -   226,800.      925,670.      MT  (+/- 180 meters Scaled)
 CQ1399
 CQ1399                          SUPERSEDED SURVEY CONTROL
 CQ1399
 CQ1399  NGVD 29 (??/??/??)   59.572  (m)          195.45   (f) ADJUSTED    2 0
 CQ1399
 CQ1399.Superseded values are not recommended for survey control.
 CQ1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1399.See file dsdata.txt to determine how the superseded data were derived.
 CQ1399
 CQ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS726006(NAD 83)
 CQ1399_MARKER: R = RIVET
 CQ1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1399+STABILITY: SURFACE MOTION
 CQ1399
 CQ1399  HISTORY     - Date     Condition        Report By
 CQ1399  HISTORY     - UNK      MONUMENTED       LARR
 CQ1399  HISTORY     - 1934     GOOD             CGS
 CQ1399
 CQ1399                          STATION DESCRIPTION
 CQ1399
 CQ1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1399'0.2 MI N FROM SIBLEY.
 CQ1399'ABOUT 0.2 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1399'SIBLEY, WEBSTER PARISH, AT MILEPOST 83, AND EAST OF THE TRACK.  A
 CQ1399'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1402 ***********************************************************************
 CQ1402  DESIGNATION -  RV 84
 CQ1402  PID         -  CQ1402
 CQ1402  STATE/COUNTY-  LA/WEBSTER
 CQ1402  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ1402
 CQ1402                         *CURRENT SURVEY CONTROL
 CQ1402  ___________________________________________________________________
 CQ1402* NAD 83(1986)-  32 31 37.     (N)    093 17 12.     (W)     SCALED    
 CQ1402* NAVD 88     -        55.77   (+/-2cm)     183.0    (feet)  VERTCON   
 CQ1402  ___________________________________________________________________
 CQ1402  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1402
 CQ1402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1402
 CQ1402.The horizontal coordinates were scaled from a topographic map and have
 CQ1402.an estimated accuracy of +/- 6 seconds.
 CQ1402
 CQ1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1402.The vertical order pertains to the NGVD 29 superseded value.
 CQ1402
 CQ1402.The geoid height was determined by GEOID03.
 CQ1402
 CQ1402;                    North         East    Units  Estimated Accuracy
 CQ1402;SPC LA N     -   225,010.      926,100.      MT  (+/- 180 meters Scaled)
 CQ1402
 CQ1402                          SUPERSEDED SURVEY CONTROL
 CQ1402
 CQ1402  NGVD 29 (??/??/??)   55.836  (m)          183.19   (f) ADJUSTED    2 0
 CQ1402
 CQ1402.Superseded values are not recommended for survey control.
 CQ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1402.See file dsdata.txt to determine how the superseded data were derived.
 CQ1402
 CQ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR730988(NAD 83)
 CQ1402_MARKER: R = RIVET
 CQ1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1402+STABILITY: SURFACE MOTION
 CQ1402
 CQ1402  HISTORY     - Date     Condition        Report By
 CQ1402  HISTORY     - UNK      MONUMENTED       LARR
 CQ1402  HISTORY     - 1934     GOOD             CGS
 CQ1402
 CQ1402                          STATION DESCRIPTION
 CQ1402
 CQ1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1402'0.9 MI S FROM SIBLEY.
 CQ1402'ABOUT 0.9 MILE SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1402'STATION AT SIBLEY, WEBSTER PARISH, OPPOSITE MILEPOST 84, AND 16 FEET
 CQ1402'WEST OF THE WEST RAIL.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP
 CQ1402'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1619 ***********************************************************************
 CQ1619  DESIGNATION -  RV 85
 CQ1619  PID         -  CQ1619
 CQ1619  STATE/COUNTY-  LA/BIENVILLE
 CQ1619  USGS QUAD   -  JAMESTOWN (1986)
 CQ1619
 CQ1619                         *CURRENT SURVEY CONTROL
 CQ1619  ___________________________________________________________________
 CQ1619* NAD 83(1986)-  32 21 18.     (N)    093 12 39.     (W)     SCALED    
 CQ1619* NAVD 88     -        65.41   (+/-2cm)     214.6    (feet)  VERTCON   
 CQ1619  ___________________________________________________________________
 CQ1619  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1619
 CQ1619  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1619
 CQ1619.The horizontal coordinates were scaled from a topographic map and have
 CQ1619.an estimated accuracy of +/- 6 seconds.
 CQ1619
 CQ1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1619.The vertical order pertains to the NGVD 29 superseded value.
 CQ1619
 CQ1619.The geoid height was determined by GEOID03.
 CQ1619
 CQ1619;                    North         East    Units  Estimated Accuracy
 CQ1619;SPC LA N     -   205,900.      933,100.      MT  (+/- 180 meters Scaled)
 CQ1619
 CQ1619                          SUPERSEDED SURVEY CONTROL
 CQ1619
 CQ1619  NGVD 29 (??/??/??)   65.472  (m)          214.80   (f) ADJUSTED    2 0
 CQ1619
 CQ1619.Superseded values are not recommended for survey control.
 CQ1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1619.See file dsdata.txt to determine how the superseded data were derived.
 CQ1619
 CQ1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR801798(NAD 83)
 CQ1619_MARKER: R = RIVET
 CQ1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1619_SP_SET: CULVERT
 CQ1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1619
 CQ1619  HISTORY     - Date     Condition        Report By
 CQ1619  HISTORY     - UNK      MONUMENTED       LARR
 CQ1619  HISTORY     - 1938     GOOD             CGS
 CQ1619  HISTORY     - 1977     GOOD             LADTD
 CQ1619
 CQ1619                          STATION DESCRIPTION
 CQ1619
 CQ1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1619'0.8 MI N FROM JAMESTOWN.
 CQ1619'ABOUT 0.8 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1619'STATION AT JAMESTOWN, BIENVILLE PARISH, IN THE CENTER OF THE EAST HEAD
 CQ1619'WALL OF A CONCRETE CULVERT, AND 13 FEET EAST OF THE EAST RAIL. A
 CQ1619'STANDARD MONEL-METAL RIVET.
 CQ1619
 CQ1619                          STATION RECOVERY (1977)
 CQ1619
 CQ1619'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 CQ1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1621 ***********************************************************************
 CQ1621  DESIGNATION -  RV 86
 CQ1621  PID         -  CQ1621
 CQ1621  STATE/COUNTY-  LA/BIENVILLE
 CQ1621  USGS QUAD   -  JAMESTOWN (1986)
 CQ1621
 CQ1621                         *CURRENT SURVEY CONTROL
 CQ1621  ___________________________________________________________________
 CQ1621* NAD 83(1986)-  32 19 24.     (N)    093 12 25.     (W)     SCALED    
 CQ1621* NAVD 88     -        57.17   (+/-2cm)     187.6    (feet)  VERTCON   
 CQ1621  ___________________________________________________________________
 CQ1621  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1621
 CQ1621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1621
 CQ1621.The horizontal coordinates were scaled from a topographic map and have
 CQ1621.an estimated accuracy of +/- 6 seconds.
 CQ1621
 CQ1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1621.The vertical order pertains to the NGVD 29 superseded value.
 CQ1621
 CQ1621.The geoid height was determined by GEOID03.
 CQ1621
 CQ1621;                    North         East    Units  Estimated Accuracy
 CQ1621;SPC LA N     -   202,380.      933,440.      MT  (+/- 180 meters Scaled)
 CQ1621
 CQ1621                          SUPERSEDED SURVEY CONTROL
 CQ1621
 CQ1621  NGVD 29 (??/??/??)   57.234  (m)          187.78   (f) ADJUSTED    2 0
 CQ1621
 CQ1621.Superseded values are not recommended for survey control.
 CQ1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1621.See file dsdata.txt to determine how the superseded data were derived.
 CQ1621
 CQ1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR805762(NAD 83)
 CQ1621_MARKER: R = RIVET
 CQ1621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1621_SP_SET: CULVERT
 CQ1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1621
 CQ1621  HISTORY     - Date     Condition        Report By
 CQ1621  HISTORY     - UNK      MONUMENTED       LARR
 CQ1621  HISTORY     - 1938     GOOD             CGS
 CQ1621
 CQ1621                          STATION DESCRIPTION
 CQ1621
 CQ1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1621'1.4 MI SE FROM JAMESTOWN.
 CQ1621'ABOUT 1.4 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ1621'FROM THE STATION AT JAMESTOWN, BIENVILLE PARISH, AT MILEAGE 99.5,
 CQ1621'OPPOSITE POLE 1743, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE
 CQ1621'TOP OF THE EAST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2518 ***********************************************************************
 CQ2518  DESIGNATION -  RV 87
 CQ2518  PID         -  CQ2518
 CQ2518  STATE/COUNTY-  LA/BIENVILLE
 CQ2518  USGS QUAD   -  ROY (1986)
 CQ2518
 CQ2518                         *CURRENT SURVEY CONTROL
 CQ2518  ___________________________________________________________________
 CQ2518* NAD 83(1986)-  32 13 24.     (N)    093 08 43.     (W)     SCALED    
 CQ2518* NAVD 88     -        64.16   (+/-2cm)     210.5    (feet)  VERTCON   
 CQ2518  ___________________________________________________________________
 CQ2518  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ2518
 CQ2518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ2518
 CQ2518.The horizontal coordinates were scaled from a topographic map and have
 CQ2518.an estimated accuracy of +/- 6 seconds.
 CQ2518
 CQ2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2518.The vertical order pertains to the NGVD 29 superseded value.
 CQ2518
 CQ2518.The geoid height was determined by GEOID03.
 CQ2518
 CQ2518;                    North         East    Units  Estimated Accuracy
 CQ2518;SPC LA N     -   191,260.      939,180.      MT  (+/- 180 meters Scaled)
 CQ2518
 CQ2518                          SUPERSEDED SURVEY CONTROL
 CQ2518
 CQ2518  NGVD 29 (??/??/??)   64.216  (m)          210.68   (f) ADJUSTED    2 0
 CQ2518
 CQ2518.Superseded values are not recommended for survey control.
 CQ2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2518.See file dsdata.txt to determine how the superseded data were derived.
 CQ2518
 CQ2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR863652(NAD 83)
 CQ2518_MARKER: R = RIVET
 CQ2518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ2518_SP_SET: CULVERT
 CQ2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2518
 CQ2518  HISTORY     - Date     Condition        Report By
 CQ2518  HISTORY     - UNK      MONUMENTED       LARR
 CQ2518  HISTORY     - 1938     GOOD             CGS
 CQ2518
 CQ2518                          STATION DESCRIPTION
 CQ2518
 CQ2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2518'2.6 MI SE FROM CASTER.
 CQ2518'ABOUT 2.6 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ2518'FROM THE STATION AT CASTOR, MONEL RIVET SET IN CONCRETE POST; 300
 CQ2518'YARDS SOUTH OF 'ROY' STATION SIGN; AT MILEAGE POST 107/17 (MILE POST-
 CQ2518'107 PLUS 17 POLES) 40 FEET EAST OF EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2516 ***********************************************************************
 CQ2516  DESIGNATION -  RV 88
 CQ2516  PID         -  CQ2516
 CQ2516  STATE/COUNTY-  LA/BIENVILLE
 CQ2516  USGS QUAD   -  ASHLAND (1986)
 CQ2516
 CQ2516                         *CURRENT SURVEY CONTROL
 CQ2516  ___________________________________________________________________
 CQ2516* NAD 83(1986)-  32 11 51.     (N)    093 06 16.     (W)     SCALED    
 CQ2516* NAVD 88     -        58.81   (+/-2cm)     192.9    (feet)  VERTCON   
 CQ2516  ___________________________________________________________________
 CQ2516  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ2516
 CQ2516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ2516
 CQ2516.The horizontal coordinates were scaled from a topographic map and have
 CQ2516.an estimated accuracy of +/- 6 seconds.
 CQ2516
 CQ2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2516.The vertical order pertains to the NGVD 29 superseded value.
 CQ2516
 CQ2516.The geoid height was determined by GEOID03.
 CQ2516
 CQ2516;                    North         East    Units  Estimated Accuracy
 CQ2516;SPC LA N     -   188,370.      943,010.      MT  (+/- 180 meters Scaled)
 CQ2516
 CQ2516                          SUPERSEDED SURVEY CONTROL
 CQ2516
 CQ2516  NGVD 29 (??/??/??)   58.863  (m)          193.12   (f) ADJUSTED    2 0
 CQ2516
 CQ2516.Superseded values are not recommended for survey control.
 CQ2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2516.See file dsdata.txt to determine how the superseded data were derived.
 CQ2516
 CQ2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR901623(NAD 83)
 CQ2516_MARKER: R = RIVET
 CQ2516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ2516_SP_SET: CULVERT
 CQ2516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2516
 CQ2516  HISTORY     - Date     Condition        Report By
 CQ2516  HISTORY     - UNK      MONUMENTED       LARR
 CQ2516  HISTORY     - 1938     GOOD             CGS
 CQ2516
 CQ2516                          STATION DESCRIPTION
 CQ2516
 CQ2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2516'3.8 MI NW FROM ASHLAND.
 CQ2516'ABOUT 3.8 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ2516'FROM THE STATION AT ASHLAND, RIVET SET IN CONCRETE POST; OPPOSITE
 CQ2516'MILEAGE 110/17; 27 FEET EAST OF EAST RAIL; 25 FEET SOUTHEAST OF CENTER
 CQ2516'LINE OF ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1634 ***********************************************************************
 CQ1634  DESIGNATION -  RV 89
 CQ1634  PID         -  CQ1634
 CQ1634  STATE/COUNTY-  LA/BIENVILLE
 CQ1634  USGS QUAD   -  ASHLAND (1986)
 CQ1634
 CQ1634                         *CURRENT SURVEY CONTROL
 CQ1634  ___________________________________________________________________
 CQ1634* NAD 83(1986)-  32 08 48.     (N)    093 05 53.     (W)     SCALED    
 CQ1634* NAVD 88     -        68.57   (+/-2cm)     225.0    (feet)  VERTCON   
 CQ1634  ___________________________________________________________________
 CQ1634  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ1634
 CQ1634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1634
 CQ1634.The horizontal coordinates were scaled from a topographic map and have
 CQ1634.an estimated accuracy of +/- 6 seconds.
 CQ1634
 CQ1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1634.The vertical order pertains to the NGVD 29 superseded value.
 CQ1634
 CQ1634.The geoid height was determined by GEOID03.
 CQ1634
 CQ1634;                    North         East    Units  Estimated Accuracy
 CQ1634;SPC LA N     -   182,730.      943,580.      MT  (+/- 180 meters Scaled)
 CQ1634
 CQ1634                          SUPERSEDED SURVEY CONTROL
 CQ1634
 CQ1634  NGVD 29 (??/??/??)   68.617  (m)          225.12   (f) ADJUSTED    2 0
 CQ1634
 CQ1634.Superseded values are not recommended for survey control.
 CQ1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1634.See file dsdata.txt to determine how the superseded data were derived.
 CQ1634
 CQ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR907566(NAD 83)
 CQ1634_MARKER: R = RIVET
 CQ1634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1634_SP_SET: CULVERT
 CQ1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1634
 CQ1634  HISTORY     - Date     Condition        Report By
 CQ1634  HISTORY     - UNK      MONUMENTED       LARR
 CQ1634  HISTORY     - 1938     GOOD             CGS
 CQ1634
 CQ1634                          STATION DESCRIPTION
 CQ1634
 CQ1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1634'0.3 MI NW FROM ASHLAND.
 CQ1634'IN BIENVILLE PARISH, ABOUT 0.3 MILE NORTHWEST ALONG THE LOUISIANA AND
 CQ1634'ARKANSAS RAILWAY FROM THE STATION AT ASHLAND, NATCHITOCHES PARISH,
 CQ1634'ABOUT 1 POLE NORTH OF MILEPOST 114, AT A 5- BY 6-FOOT DOUBLE-CONCRETE
 CQ1634'CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEAD WALL, AND 12 INCHES
 CQ1634'FROM THE SOUTH END.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1617 ***********************************************************************
 CP1617  DESIGNATION -  RV NEWELLTON
 CP1617  PID         -  CP1617
 CP1617  STATE/COUNTY-  LA/TENSAS
 CP1617  USGS QUAD   -  NEWELLTON (1994)
 CP1617
 CP1617                         *CURRENT SURVEY CONTROL
 CP1617  ___________________________________________________________________
 CP1617* NAD 83(1986)-  32 04 15.     (N)    091 14 47.     (W)     SCALED    
 CP1617* NAVD 88     -        24.61   (+/-2cm)      80.7    (feet)  VERTCON   
 CP1617  ___________________________________________________________________
 CP1617  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1617
 CP1617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1617
 CP1617.The horizontal coordinates were scaled from a topographic map and have
 CP1617.an estimated accuracy of +/- 6 seconds.
 CP1617
 CP1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1617.The vertical order pertains to the NGVD 29 superseded value.
 CP1617
 CP1617.The geoid height was determined by GEOID03.
 CP1617
 CP1617;                    North         East    Units  Estimated Accuracy
 CP1617;SPC LA N     -   174,850.    1,118,350.      MT  (+/- 180 meters Scaled)
 CP1617
 CP1617                          SUPERSEDED SURVEY CONTROL
 CP1617
 CP1617  NGVD 29 (??/??/92)   24.631  (m)           80.81   (f) ADJ UNCH    2 0
 CP1617
 CP1617.Superseded values are not recommended for survey control.
 CP1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1617.See file dsdata.txt to determine how the superseded data were derived.
 CP1617
 CP1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR655496(NAD 83)
 CP1617_MARKER: R = RIVET
 CP1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1617_SP_SET: FOUNDATION
 CP1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1617
 CP1617  HISTORY     - Date     Condition        Report By
 CP1617  HISTORY     - UNK      MONUMENTED       CGS
 CP1617  HISTORY     - 1970     GOOD             LADTD
 CP1617
 CP1617                          STATION DESCRIPTION
 CP1617
 CP1617'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1617'0.2 MI W FROM NEWELLTON.
 CP1617'ABOUT 0.2 MILE WEST OF NEWELLTON HIGH SCHOOL ALONG LOUISIANA HIGHWAY
 CP1617'4.  IT IS 341.0 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 4,
 CP1617'12.0 FEET EAST OF THE EAST RAIL OF MISSOURI PACIFIC RAILROAD TRACK,
 CP1617'33.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CORRIGATED METAL
 CP1617'BUILDING ON RAIL ROAD RIGHT OF WAY.  A STANDARD MONEL-METAL RIVET SET
 CP1617'IN TOP OF THE NORTHWEST CORNER OF AN ABANDONED SIGNAL TOWER FOUNDATION
 CP1617'AND PROJECTING ABOUT 1.0 FOOT ABOVE GROUND.  A STEEL WITNESS POST IS
 CP1617'SET 3.0 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1279 ***********************************************************************
 BW1279  DESIGNATION -  R/W U USE
 BW1279  PID         -  BW1279
 BW1279  STATE/COUNTY-  LA/CONCORDIA
 BW1279  USGS QUAD   -  FORT ADAMS (1965)
 BW1279
 BW1279                         *CURRENT SURVEY CONTROL
 BW1279  ___________________________________________________________________
 BW1279* NAD 83(1986)-  31 05 28.     (N)    091 36 47.     (W)     SCALED    
 BW1279* NAVD 88     -        15.07   (+/-2cm)      49.4    (feet)  VERTCON   
 BW1279  ___________________________________________________________________
 BW1279  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BW1279
 BW1279  VERT ORDER  -  THIRD (See Below)
 BW1279
 BW1279.The horizontal coordinates were scaled from a topographic map and have
 BW1279.an estimated accuracy of +/- 6 seconds.
 BW1279
 BW1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1279.The vertical order pertains to the NGVD 29 superseded value.
 BW1279
 BW1279.The geoid height was determined by GEOID03.
 BW1279
 BW1279;                    North         East    Units  Estimated Accuracy
 BW1279;SPC LA N     -    65,890.    1,084,630.      MT  (+/- 180 meters Scaled)
 BW1279
 BW1279                          SUPERSEDED SURVEY CONTROL
 BW1279
 BW1279  NGVD 29 (09/18/05)   15.05   (m)           49.4    (f) RESET       3  
 BW1279
 BW1279.Superseded values are not recommended for survey control.
 BW1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1279.See file dsdata.txt to determine how the superseded data were derived.
 BW1279
 BW1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ322405(NAD 83)
 BW1279_MARKER: Z = SEE DESCRIPTION
 BW1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1279_STAMPING: R/W U
 BW1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1279+STABILITY: SURFACE MOTION
 BW1279
 BW1279  HISTORY     - Date     Condition        Report By
 BW1279  HISTORY     - UNK      MONUMENTED       DOD
 BW1279  HISTORY     - 1977     GOOD             NGS
 BW1279
 BW1279                          STATION DESCRIPTION
 BW1279
 BW1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW1279'7.7 MI S FROM SHAW.
 BW1279'LOCATED ABOUT 7.7 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE BRICK
 BW1279'SCHOOL AT SHAW, 114 FEET WEST OF THE CENTER OF STATE HIGHWAY 15, 11.5
 BW1279'FEET SOUTHEAST OF A POWER POLE WITH DOUBLE GUY WIRES, WHERE THE POWER
 BW1279'LINES TURNS NORTHWEST SLIGHLY, 15.5 FEET NORTHWEST OF A GUY WIRE, 29
 BW1279'FEET EAST OF A FENCE, 277 FEET SOUTH OF A T FENCE CORNER WITH A CROSS
 BW1279'FENCE LEADING EAST TO A CATTLE GUARD ON THE TOP OF THE LEVEE, 1.2 FEET
 BW1279'NORTH OF A WITNESS POST AND 1.2 FEET SOUTH OF A YELLOW 1 1/4 PIPE
 BW1279'PROJECTING 3 FEET.  IT IS A USE CAP ON THE TOP OF A 1 1/4 INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4755 ***********************************************************************
 BJ4755  DESIGNATION -  RYAN
 BJ4755  PID         -  BJ4755
 BJ4755  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4755  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4755
 BJ4755                         *CURRENT SURVEY CONTROL
 BJ4755  ___________________________________________________________________
 BJ4755* NAD 83(1992)-  30 31 48.40971(N)    091 09 37.34416(W)     ADJUSTED  
 BJ4755* NAVD 88     -        18.9    (meters)      62.     (feet)  VERTCON   
 BJ4755  ___________________________________________________________________
 BJ4755  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ4755  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4755
 BJ4755  HORZ ORDER  -  FIRST
 BJ4755
 BJ4755.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ4755
 BJ4755.The horizontal coordinates were established by classical geodetic methods
 BJ4755.and adjusted by the National Geodetic Survey in January 1993..
 BJ4755
 BJ4755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4755
 BJ4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4755
 BJ4755.The geoid height was determined by GEOID03.
 BJ4755
 BJ4755;                    North         East     Units Scale Factor Converg.
 BJ4755;SPC LA S     -   225,042.194 1,016,598.320   MT  0.99996827   +0 05 11.3
 BJ4755;SPC LA S     -   738,325.93  3,335,289.65   sFT  0.99996827   +0 05 11.3
 BJ4755;UTM  15      - 3,378,968.265   676,491.920   MT  0.99998428   +0 56 05.1
 BJ4755
 BJ4755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4755!SPC LA S     -   1.00000131  x   0.99996827  =   0.99996958
 BJ4755!UTM  15      -   1.00000131  x   0.99998428  =   0.99998559
 BJ4755
 BJ4755:                Primary Azimuth Mark                     Grid Az
 BJ4755:SPC LA S     -  BOLO 2                                   086 22 54.2
 BJ4755:UTM  15      -  BOLO 2                                   085 32 00.4
 BJ4755
 BJ4755|---------------------------------------------------------------------|
 BJ4755| PID    Reference Object                     Distance      Geod. Az  |
 BJ4755|                                                           dddmmss.s |
 BJ4755| BJ4742 BOLO 2                              APPROX. 7.2 KM 0862805.5 |
 BJ4755| BJ4756 BATON ROUGE RYAN AIRPORT TANK        40.756 METERS 18304     |
 BJ4755| BJ5340 RYAN RM 3                            63.013 METERS 22218     |
 BJ4755| CW2288 RYAN RM 1                            55.775 METERS 24933     |
 BJ4755| BJ4761 BATON ROUGE SOU UNIV EAST TANK      APPROX. 2.5 KM 2554507.1 |
 BJ4755| BJ4750 SCOTTS BLUFF WATER TANK             APPROX. 3.5 KM 2584411.8 |
 BJ4755| BJ4763 BATON ROUGE SOU UNIV C TANK         APPROX. 3.0 KM 2612706.4 |
 BJ4755| BJ5343 RYAN RM 2                            46.143 METERS 31314     |
 BJ4755| BJ5341 RYAN AZ MK                          463.070 METERS 3505257.3 |
 BJ4755|---------------------------------------------------------------------|
 BJ4755
 BJ4755                          SUPERSEDED SURVEY CONTROL
 BJ4755
 BJ4755  NAD 83(1986)-  30 31 48.42788(N)    091 09 37.34157(W) AD(       ) 1
 BJ4755  NAD 27      -  30 31 47.74956(N)    091 09 36.95414(W) AD(       ) 1
 BJ4755  NGVD 29 (07/19/86)   18.9    (m)           62.     (f) VERT ANG       
 BJ4755
 BJ4755.Superseded values are not recommended for survey control.
 BJ4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4755.See file dsdata.txt to determine how the superseded data were derived.
 BJ4755
 BJ4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7649278968(NAD 83)
 BJ4755_MARKER: DS = TRIANGULATION STATION DISK
 BJ4755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4755_SP_SET: CONCRETE POST
 BJ4755_MARK LOGO: CGS   
 BJ4755_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4755+STABILITY: SURFACE MOTION
 BJ4755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4755+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1988
 BJ4755
 BJ4755  HISTORY     - Date     Condition        Report By
 BJ4755  HISTORY     - 1970     MONUMENTED       NGS
 BJ4755  HISTORY     - 1970     GOOD             CGS
 BJ4755  HISTORY     - 1980     GOOD             NGS
 BJ4755  HISTORY     - 19880209 GOOD             LADTD
 BJ4755
 BJ4755                          STATION DESCRIPTION
 BJ4755
 BJ4755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4755'NO SUITABLE PLACE FOR AN AZIMUTH MARK AVAILABLE.
 BJ4755'
 BJ4755'THE STATION IS LOCATED IN THE WEST PART OF RYAN MUNICIPAL AIRPORT,
 BJ4755'ABOUT 6 MILES NORTH OF THE CENTER OF BATON ROUGE, 1 MILE WEST OF THE
 BJ4755'JUNCTION OF STATE HIGHWAYS 408 AND 67 AND NEAR THE SITE OF THE
 BJ4755'AIRPORT WATER TANK AND ON THE PROPERTY OF THE GREATER BATON ROUGE
 BJ4755'AIRPORT, ROOM 212, TERMINAL BUILDING.
 BJ4755'
 BJ4755'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 408
 BJ4755'AND 67 IN THE NORTH PART OF BATON ROUGE, GO WEST ON STATE HIGHWAY 408
 BJ4755'FOR 1 MILE TO THE SOUTH ENTRANCE TO RYAN MUNICIPAL AIRPORT.  TURN
 BJ4755'RIGHT AND GO NORTH ON PAVED ROAD FOR 0.35 MILE TO A PAVED STREET
 BJ4755'RIGHT.  TURN RIGHT AND GO EAST ON PAVED STREET FOR 0.05 MILE TO
 BJ4755'THE STATION ON THE RIGHT AS DESCRIBED.
 BJ4755'
 BJ4755'THE STATION MARKS ARE STANDARD DISKS STAMPED RYAN 1970.  THE SURFACE
 BJ4755'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4755'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 87 FEET SOUTH OF THE
 BJ4755'CENTER OF THE EAST-WEST PAVED STREET, 34 FEET WEST OF A 30-INCH
 BJ4755'HACKBERRY TREE AND 17 FEET EAST OF THE CENTER OF A CONCRETE
 BJ4755'DRIVEWAY TO PUMP HOUSE FOR THE WATER TANK.  THE UNDERGROUND DISK
 BJ4755'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 BJ4755'THE GROUND SURFACE.
 BJ4755'
 BJ4755'REFERENCE MARK 1, A STANDARD DISK STAMPED RYAN NO 1 1970, IS SET IN
 BJ4755'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4755'WITH THE GROUND SURFACE.  IT IS 149 FEET SOUTH OF THE CENTER OF THE
 BJ4755'EAST-WEST PAVED STREET, 90 FEET EAST OF THE CENTER OF THE
 BJ4755'NORTH-SOUTH PAVED ROAD AND 2 FEET NORTH OF A POWERLINE POLE.
 BJ4755'
 BJ4755'REFERENCE MARK 2, A STANDARD DISK STAMPED RYAN NO 2 1970, IS SET IN
 BJ4755'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4755'WITH THE GROUND SURFACE.  IT IS 160 FEET EAST OF THE CENTER OF THE
 BJ4755'NORTH-SOUTH PAVED ROAD, 18 FEET NORTH OF THE EAST-WEST PAVED
 BJ4755'STREET AND 2 FEET SOUTH OF A POWERLINE POLE.
 BJ4755'
 BJ4755'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BJ4755
 BJ4755                          STATION RECOVERY (1970)
 BJ4755
 BJ4755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 BJ4755'RECOVERED IN GOOD CONDITION.
 BJ4755
 BJ4755                          STATION RECOVERY (1980)
 BJ4755
 BJ4755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRC)
 BJ4755'STATION, RM 1, AND RM 2 RECOVERED AS DESCRIBED EXCEPT AS NOTED.
 BJ4755'
 BJ4755'NO AZIMUTH MARK SET FOR THIS STATION.
 BJ4755'
 BJ4755'RM 1--THE POWER POLE IS GONE.  THE MARK IS 7 FT. EAST OF A RAISED
 BJ4755'CONCRETE MANHOLE.
 BJ4755'
 BJ4755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RYAN AIRPORT.
 BJ4755
 BJ4755                          STATION RECOVERY (1988)
 BJ4755
 BJ4755'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4755'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 BJ4755'NUMBER 1 WAS SEARCED FOR AND NOT FOUND.  THIS DATE REFERENCE MARK 3
 BJ4755'AND A AZIMUTH MARK WAS ESTABLISHED.  THE DISTANCES AND DIRECTIONS
 BJ4755'COMPARED FAVORABLY WITH THE PREVIOUS DATA.
 BJ4755'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTH OF THE CENTER OF
 BJ4755'BATON ROUGE, 1.6 KM (1.00 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS
 BJ4755'408 AND 67 ON THE WEST SIDE OF RYAN MUNICIPAL AIRPORT AND NEAR THE
 BJ4755'SITE OF THE AIRPORT WATER TANK. OWNERSHIP--GREATER BATON ROUGE
 BJ4755'AIRPORT, ROOM 212, TERMINAL BUILDING.
 BJ4755'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 408 AND
 BJ4755'67 IN NORTH BATON ROUGE, GO WEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 408
 BJ4755'TO THE SOUTH ENTRANCE TO THE RYAN MUNICIPAL AIRPORT (VETERANS MEMORIAL
 BJ4755'BLVD), ON THE EAST SIDE OF THE JUNCTION OF HIGHWAY 408 AND INTERSTATE
 BJ4755'HIGHWAY 110.  TURN RIGHT AND GO NORTH FOR 1.0 KM (0.60 MI) ON VETERANS
 BJ4755'MEMORIAL BLVD TO THE JUNCTION WITH J D HAIR SR AVE.  TURN RIGHT AND GO
 BJ4755'EAST FOR 0.08 KM (0.05 MI) ON J D HAIR SR AVE TO THE STATION ON THE
 BJ4755'RIGHT, ON THE NORTH SIDE OF THE BATON ROUGE METRO AIRPORT WATER TANK.
 BJ4755'THE STATION IS 27.1 M (88.9 FT) NORTHEAST FROM THE NORTHWEST CORNER OF
 BJ4755'A CHAIN LINK FENCE AROUND THE WATER TANK, 26.5 M (86.9 FT) SOUTH FROM
 BJ4755'THE CENTER OF J D HAIR SR AVE, 25.0 M (82.0 FT) NORTHWEST FROM THE
 BJ4755'NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE WATER TANK, 10.4 M
 BJ4755'(34.1 FT) WEST FROM A 36-INCH HACKBERRY TREE AND 4.9 M (16.1 FT) EAST
 BJ4755'FROM THE CENTER OF A OLD CONCRETE DRIVE LEADING INTO THE WATER TANK.
 BJ4755'THE MARK IS FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY.  THE
 BJ4755'UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5341 ***********************************************************************
 BJ5341  DESIGNATION -  RYAN AZ MK
 BJ5341  PID         -  BJ5341
 BJ5341  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5341  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ5341
 BJ5341                         *CURRENT SURVEY CONTROL
 BJ5341  ___________________________________________________________________
 BJ5341* NAD 83(1992)-  30 32 03.25696(N)    091 09 40.09680(W)     ADJUSTED  
 BJ5341* NAVD 88     -        20.     (meters)      66.     (feet)  VERTCON   
 BJ5341  ___________________________________________________________________
 BJ5341  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5341  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5341
 BJ5341  HORZ ORDER  -  THIRD
 BJ5341
 BJ5341.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ5341
 BJ5341.The horizontal coordinates were established by classical geodetic methods
 BJ5341.and adjusted by the National Geodetic Survey in May 1993..
 BJ5341.No horizontal observational check was made to the station.
 BJ5341
 BJ5341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5341
 BJ5341.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5341
 BJ5341.The geoid height was determined by GEOID03.
 BJ5341
 BJ5341;                    North         East     Units Scale Factor Converg.
 BJ5341;SPC LA S     -   225,499.287 1,016,524.255   MT  0.99996894   +0 05 10.0
 BJ5341;SPC LA S     -   739,825.58  3,335,046.66   sFT  0.99996894   +0 05 10.0
 BJ5341;UTM  15      - 3,379,424.219   676,411.094   MT  0.99998393   +0 56 04.1
 BJ5341
 BJ5341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5341!SPC LA S     -   1.00000112  x   0.99996894  =   0.99997006
 BJ5341!UTM  15      -   1.00000112  x   0.99998393  =   0.99998505
 BJ5341
 BJ5341                          SUPERSEDED SURVEY CONTROL
 BJ5341
 BJ5341  NGVD 29 (05/04/93)   20.     (m)           66.     (f) VERT ANG       
 BJ5341
 BJ5341.Superseded values are not recommended for survey control.
 BJ5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5341.See file dsdata.txt to determine how the superseded data were derived.
 BJ5341
 BJ5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7641179424(NAD 83)
 BJ5341_MARKER: DZ = AZIMUTH MARK DISK
 BJ5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5341_SP_SET: CONCRETE POST
 BJ5341_STAMPING: RYAN 1970 1988
 BJ5341_MARK LOGO: NGS   
 BJ5341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ5341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5341+STABILITY: SURFACE MOTION
 BJ5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5341+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BJ5341
 BJ5341  HISTORY     - Date     Condition        Report By
 BJ5341  HISTORY     - 1988     MONUMENTED       LADTD
 BJ5341
 BJ5341                          STATION DESCRIPTION
 BJ5341
 BJ5341'DESCRIBED BY LA TRANSP AND DEV 1988
 BJ5341'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTH OF THE CENTER OF
 BJ5341'BATON ROUGE, 1.6 KM (1.00 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS
 BJ5341'408 AND 67 ON THE WEST SIDE OF RYAN MUNICIPAL AIRPORT.
 BJ5341'OWNERSHIP--GREATER BATON ROUGE AIRPORT, ROOM 212, TERMINAL BUILDING.
 BJ5341'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 408 AND
 BJ5341'67 IN NORTH BATON ROUGE, GO WEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 408
 BJ5341'TO THE SOUTH ENTRANCE TO THE RYAN MUNICIPAL AIRPORT (VETERANS MEMORIAL
 BJ5341'BLVD), ON THE EAST SIDE OF THE JUNCTION OF HIGHWAY 408 AND INTERSTATE
 BJ5341'HIGHWAY 110.  TURN RIGHT AND GO NORTH FOR 1.5 KM (0.95 MI) ON VETERANS
 BJ5341'MEMORIAL BLVD TO THE MARK ON THE RIGHT AT THE JUNCTION WITH SALLY RIDE
 BJ5341'AVE.
 BJ5341'THE STATION IS 28.3 M (92.8 FT) WEST-NORTHWEST FROM A POWER POLE WITH
 BJ5341'A GUIDE LINE, 12.8 M (42.0 FT) NORTH FROM THE CENTER OF SALLY RIDE
 BJ5341'AVE, 9.6 M (31.5 FT) NORTHWEST FROM THE CENTER OF A STREET DRAIN, 8.4
 BJ5341'M (27.6 FT) EAST FROM THE CENTER OF THE NORTH BOUND LANES OF VETERANS
 BJ5341'MEMORIAL BLVD AND 2.4 M (7.9 FT) EAST FROM A POWER POLE NUMBER L
 BJ5341'10278-150A.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BJ5341'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5343 ***********************************************************************
 BJ5343  DESIGNATION -  RYAN RM 2
 BJ5343  PID         -  BJ5343
 BJ5343  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5343  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ5343
 BJ5343                         *CURRENT SURVEY CONTROL
 BJ5343  ___________________________________________________________________
 BJ5343* NAD 83(1992)-  30 31 49.43602(N)    091 09 38.60532(W)     ADJUSTED  
 BJ5343* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 BJ5343  ___________________________________________________________________
 BJ5343  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5343  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5343
 BJ5343  HORZ ORDER  -  THIRD
 BJ5343
 BJ5343.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ5343
 BJ5343.The horizontal coordinates were established by classical geodetic methods
 BJ5343.and adjusted by the National Geodetic Survey in May 1993..
 BJ5343
 BJ5343.The orthometric height was scaled from a topographic map.
 BJ5343
 BJ5343.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5343
 BJ5343.The geoid height was determined by GEOID03.
 BJ5343
 BJ5343;                    North         East     Units Scale Factor Converg.
 BJ5343;SPC LA S     -   225,073.747 1,016,564.653   MT  0.99996832   +0 05 10.7
 BJ5343;SPC LA S     -   738,429.45  3,335,179.20   sFT  0.99996832   +0 05 10.7
 BJ5343;UTM  15      - 3,378,999.317   676,457.789   MT  0.99998413   +0 56 04.5
 BJ5343
 BJ5343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5343!SPC LA S     -   1.00000129  x   0.99996832  =   0.99996961
 BJ5343!UTM  15      -   1.00000129  x   0.99998413  =   0.99998542
 BJ5343
 BJ5343                          SUPERSEDED SURVEY CONTROL
 BJ5343
 BJ5343.No superseded survey control is available for this station.
 BJ5343
 BJ5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7645878999(NAD 83)
 BJ5343_MARKER: DR = REFERENCE MARK DISK
 BJ5343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5343_SP_SET: CONCRETE POST
 BJ5343_STAMPING: RYAN 1970
 BJ5343_MARK LOGO: NGS   
 BJ5343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ5343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5343+STABILITY: SURFACE MOTION
 BJ5343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5343+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1988
 BJ5343
 BJ5343  HISTORY     - Date     Condition        Report By
 BJ5343  HISTORY     - 1970     MONUMENTED       NGS
 BJ5343  HISTORY     - 19880209 GOOD             LADTD
 BJ5343
 BJ5343                          STATION DESCRIPTION
 BJ5343
 BJ5343'DESCRIBED BY LA TRANSP AND DEV 1988
 BJ5343'THE STATION MARK IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTH OF THE CENTER
 BJ5343'OF BATON ROUGE, 1.6 KM (1.00 MI) WEST OF THE JUNCTION OF STATE
 BJ5343'HIGHWAYS 408 AND 67 ON THE WEST SIDE OF RYAN MUNICIPAL AIRPORT AND
 BJ5343'NEAR THE SITE OF THE AIRPORT WATER TANK.  OWNERSHIP--GREATER BATON
 BJ5343'ROUGE AIRPORT, ROOM 212, TERMINAL BUILDING.
 BJ5343'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 408 AND
 BJ5343'67 IN NORTH BATON ROUGE, GO WEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 408
 BJ5343'TO THE SOUTH ENTRANCE TO THE RYAN MUNICIPAL AIRPORT (VETERANS MEMORIAL
 BJ5343'BLVD), ON THE EAST SIDE OF THE JUNCTION OF HIGHWAY 408 AND INTERSTATE
 BJ5343'HIGHWAY 110.  TURN RIGHT AND GO NORTH FOR 1.0 KM (0.60 MI) ON VETERANS
 BJ5343'MEMORIAL BLVD TO THE JUNCTION WITH J D HAIR SR AVE AND THE MARK ON THE
 BJ5343'RIGHT.
 BJ5343'THE STATION IS 38.4 M (126.0 FT) EAST FROM THE CENTER OF THE NORTH
 BJ5343'BOUND LANES OF VETERANS MEMORIAL BLVD, 27.4 M (89.9 FT) NORTHWEST FROM
 BJ5343'THE CENTER OF A DRAIN COVER ACROSS J D HAIR SR AVE, 5.8 M (19.0 FT)
 BJ5343'NORTH FROM THE CENTER OF HAIR AVE AND 3.5 M (11.5 FT) EAST FROM A
 BJ5343'POWER POLE NUMBER L 10191-100A.  THE MARK IS FLUSH WITH THE GROUND AND
 BJ5343'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5340 ***********************************************************************
 BJ5340  DESIGNATION -  RYAN RM 3
 BJ5340  PID         -  BJ5340
 BJ5340  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5340  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ5340
 BJ5340                         *CURRENT SURVEY CONTROL
 BJ5340  ___________________________________________________________________
 BJ5340* NAD 83(1992)-  30 31 46.89623(N)    091 09 38.93495(W)     ADJUSTED  
 BJ5340* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 BJ5340  ___________________________________________________________________
 BJ5340  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5340  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5340
 BJ5340  HORZ ORDER  -  THIRD
 BJ5340
 BJ5340.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ5340
 BJ5340.The horizontal coordinates were established by classical geodetic methods
 BJ5340.and adjusted by the National Geodetic Survey in May 1993..
 BJ5340
 BJ5340.The orthometric height was scaled from a topographic map.
 BJ5340
 BJ5340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5340
 BJ5340.The geoid height was determined by GEOID03.
 BJ5340
 BJ5340;                    North         East     Units Scale Factor Converg.
 BJ5340;SPC LA S     -   224,995.524 1,016,555.984   MT  0.99996820   +0 05 10.5
 BJ5340;SPC LA S     -   738,172.81  3,335,150.76   sFT  0.99996820   +0 05 10.5
 BJ5340;UTM  15      - 3,378,920.973   676,450.279   MT  0.99998410   +0 56 04.3
 BJ5340
 BJ5340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5340!SPC LA S     -   1.00000129  x   0.99996820  =   0.99996949
 BJ5340!UTM  15      -   1.00000129  x   0.99998410  =   0.99998539
 BJ5340
 BJ5340                          SUPERSEDED SURVEY CONTROL
 BJ5340
 BJ5340.No superseded survey control is available for this station.
 BJ5340
 BJ5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7645078921(NAD 83)
 BJ5340_MARKER: DR = REFERENCE MARK DISK
 BJ5340_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ5340+WITH SETTING: PAVEMENT
 BJ5340_SP_SET: CONCRETE DRAIN
 BJ5340_STAMPING: RYAN 1970 NO 3 1988
 BJ5340_MARK LOGO: NGS   
 BJ5340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ5340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5340+STABILITY: SURFACE MOTION
 BJ5340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5340+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BJ5340
 BJ5340  HISTORY     - Date     Condition        Report By
 BJ5340  HISTORY     - 1988     MONUMENTED       LADTD
 BJ5340
 BJ5340                          STATION DESCRIPTION
 BJ5340
 BJ5340'DESCRIBED BY LA TRANSP AND DEV 1988
 BJ5340'THE STATION IS LOCATED ABOUT 9.7 KM (6.05 MI) NORTH OF THE CENTER OF
 BJ5340'BATON ROUGE, 1.6 KM (1.00 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS
 BJ5340'408 AND 67 ON THE WEST SIDE OF RYAN MUNICIPAL AIRPORT AND NEAR THE
 BJ5340'SITE OF THE AIRPORT WATER TANK.  OWNERSHIP--GREATER BATON ROUGE
 BJ5340'AIRPORT, ROOM 212, TERMINAL BUILDING.
 BJ5340'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 408 AND
 BJ5340'67 IN NORTH BATON ROUGE, GO WEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 408
 BJ5340'TO THE SOUTH ENTRANCE TO THE RYAN MUNICIPAL AIRPORT (VETERANS MEMORIAL
 BJ5340'BLVD), ON THE EAST SIDE OF THE JUNCTION OF HIGHWAY 408 AND INTERSTATE
 BJ5340'HIGHWAY 110.  TURN RIGHT AND GO NORTH FOR 1.0 KM (0.60 MI) ON VETERANS
 BJ5340'MEMORIAL BLVD TO THE MARK ON THE RIGHT, BETWEEN THE ROAD AND THE WATER
 BJ5340'TANK, SET IN THE NORTH CORNER OF A 4 BY 4 FOOT CONCRETE DRAIN.
 BJ5340'THE STATION IS 36.3 M (119.1 FT) SOUTHWEST FROM THE NORTHWEST CORNER
 BJ5340'OF A CHAIN LINK FENCE AROUND THE WATER TANK, 27.7 M (90.9 FT) EAST
 BJ5340'FROM THE CENTER OF THE NORTH BOUND LANES OF VETERANS MEMORIAL BLVD,
 BJ5340'27.1 M (88.9 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 BJ5340'FENCE AROUND THE WATER TANK AND 0.8 M (2.6 FT) NORTH-NORTHEAST FROM
 BJ5340'THE CENTER OF THE DRAIN.  THE MARK IS ABOUT 1.2 M (3.9 FT) BELOW THE
 BJ5340'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3165 ***********************************************************************
 CQ3165  DESIGNATION -  RYBERG
 CQ3165  PID         -  CQ3165
 CQ3165  STATE/COUNTY-  LA/DE SOTO
 CQ3165  USGS QUAD   -  MANSFIELD (1994)
 CQ3165
 CQ3165                         *CURRENT SURVEY CONTROL
 CQ3165  ___________________________________________________________________
 CQ3165* NAD 83(1992)-  32 01 48.06555(N)    093 43 12.15746(W)     ADJUSTED  
 CQ3165* NAVD 88     -       113.5    (meters)     372.     (feet)  VERTCON   
 CQ3165  ___________________________________________________________________
 CQ3165  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CQ3165  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ3165
 CQ3165  HORZ ORDER  -  SECOND
 CQ3165
 CQ3165.The horizontal coordinates were established by classical geodetic methods
 CQ3165.and adjusted by the National Geodetic Survey in January 1993..
 CQ3165
 CQ3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3165
 CQ3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3165
 CQ3165.The geoid height was determined by GEOID03.
 CQ3165
 CQ3165;                    North         East     Units Scale Factor Converg.
 CQ3165;SPC LA N     -   170,289.450   884,763.850   MT  0.99991665   -0 38 42.1
 CQ3165;SPC LA N     -   558,691.30  2,902,762.73   sFT  0.99991665   -0 38 42.1
 CQ3165;UTM  15      - 3,543,989.584   432,009.399   MT  0.99965701   -0 22 54.8
 CQ3165
 CQ3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3165!SPC LA N     -   0.99998622  x   0.99991665  =   0.99990287
 CQ3165!UTM  15      -   0.99998622  x   0.99965701  =   0.99964323
 CQ3165
 CQ3165|---------------------------------------------------------------------|
 CQ3165| PID    Reference Object                     Distance      Geod. Az  |
 CQ3165|                                                           dddmmss.s |
 CQ3165| CX6207 RYBERG RM 1                          26.160 METERS 06032     |
 CQ3165| CX6206 RYBERG AZ MK                                       1671034.3 |
 CQ3165| CQ3166 RYBERG A PT                          17.472 METERS 20133     |
 CQ3165| CX6208 RYBERG RM 2                          18.495 METERS 34001     |
 CQ3165|---------------------------------------------------------------------|
 CQ3165
 CQ3165                          SUPERSEDED SURVEY CONTROL
 CQ3165
 CQ3165  NAD 83(1986)-  32 01 48.07428(N)    093 43 12.15434(W) AD(       ) 2
 CQ3165  NAD 27      -  32 01 47.48704(N)    093 43 11.49628(W) AD(       ) 2
 CQ3165  NGVD 29 (07/19/86)  113.6    (m)          373.     (f) VERT ANG       
 CQ3165
 CQ3165.Superseded values are not recommended for survey control.
 CQ3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3165.See file dsdata.txt to determine how the superseded data were derived.
 CQ3165
 CQ3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3200943990(NAD 83)
 CQ3165_MARKER: DD = SURVEY DISK
 CQ3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3165
 CQ3165  HISTORY     - Date     Condition        Report By
 CQ3165  HISTORY     - 1971     MONUMENTED       LADH
 CQ3165  HISTORY     - 1997     GOOD             USPSQD
 CQ3165
 CQ3165                          STATION DESCRIPTION
 CQ3165
 CQ3165'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 CQ3165'THE STATION IS LOCATED IN MANSFIELD, 11.5 MILES NORTHEAST OF STANLEY
 CQ3165'AND 9 MILES NORTHWEST OF OXFORD, IN THE NORTHEAST 1/4 OF SECTION
 CQ3165'17, T12N, R13W, AND ON THE PROPERTY OWNED BY AUGUST J. RYBERG,
 CQ3165'ADDRESS FAIRFIELD AVENUE, MANSFIELD, LOUISIANA, TELEPHONE
 CQ3165'872-0307.
 CQ3165'
 CQ3165'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 84 SOUTH AND
 CQ3165'U. S. HIGHWAY 171 SOUTH IN MANSFIELD, DRIVE WEST ALONG U. S. HIGHWAY
 CQ3165'84 FOR 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY 3103 ON THE
 CQ3165'RIGHT, TURN RIGHT AND GO NORTHEAST ON STATE HIGHWAY 3103 FOR 0.4
 CQ3165'MILE TO THE STATION WHICH IS SET ON THE LEFT NEAR AN OLD CAFE
 CQ3165'BUILDING ON FAIRFIELD STREET.
 CQ3165'
 CQ3165'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ALONG
 CQ3165'STATE HIGHWAY 3103 FOR 0.4 MILE TO U. S. HIGHWAY 84, TURN LEFT ON
 CQ3165'U. S. HIGHWAY 84 AND GO 0.2 MILE.  THE MARK IS SET ON THE RIGHT AND
 CQ3165'SOUTH OF THE HIGHWAY NEAR A FENCE.
 CQ3165'
 CQ3165'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3165'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3165'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CQ3165'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ3165'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ3165'STAMPED RYBERG 1971.  THE MARK IS 61 FEET SOUTHEAST OF THE
 CQ3165'SOUTHEAST CORNER OF A BRICK BUILDING, 58 FEET SOUTHWEST OF A
 CQ3165'CONCRETE SIDEWALK, 55 FEET WEST OF THE CENTER OF STATE HIGHWAY
 CQ3165'3103 (KINGS HIGHWAY), 50 FEET SOUTH OF A POWER POLE, 5 FEET
 CQ3165'NORTHEAST OF THE NORTHEAST CORNER OF THE OLD RYBERG CAFE.
 CQ3165'THE STATION IS APPROXIMATELY 500 WEST OF THE MANSFIELD HIGH SCHOOL.
 CQ3165'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3165'HIGHWAYS AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CQ3165'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3165'GROUND.  IT IS STAMPED RYBERG R.M. 1 1971.  IT IS 75 FEET SOUTH OF
 CQ3165'A POWER POLE, 39 FEET EAST OF THE CENTER OF FAIRFIELD
 CQ3165'AVENUE, 32 FEET WEST OF THE CENTER OF STATE HIGHWAY 3103 (KINGS
 CQ3165'HIGHWAY), 32 FEET NORTH-NORTHWEST OF A SIDEWALK, AND 14 FEET
 CQ3165'NORTHWEST OF A POWER POLE WITH A NIGHT LIGHT.
 CQ3165'
 CQ3165'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3165'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3165'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ3165'STAMPED RYBERG R. M. 2 1971.  IT IS 110 FEET WEST OF THE CENTER OF
 CQ3165'STATE HIGHWAY 3103 (KINGS HIGHWAY), 58 FEET SOUTHWEST OF THE
 CQ3165'CENTER OF FAIRFIELD AVENUE, 42 FEET WEST OF A POWER POLE, 12 FEET
 CQ3165'EAST OF THE SOUTHWEST CORNER OF A BRICK BUILDING, 4 FEET
 CQ3165'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK BUILDING.
 CQ3165'
 CQ3165'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3165'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3165'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CQ3165'95 FEET EAST-NORTHEAST OF A 30 INCH OAK TREE, 26 FEET
 CQ3165'SOUTH-SOUTHWEST OF THE CENTER OF THE EAST BOUND LAND OF U. S.
 CQ3165'HIGHWAY 84, 21 FEET WEST OF THE CENTER OF A FIELD ROAD, 2 FEET
 CQ3165'NORTH-NORTHEAST OF A FENCE, AND 1 FOOT NORTH-NORTHEAST OF A
 CQ3165'METAL WITNESS POST AND SIGN.
 CQ3165'
 CQ3165'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CQ3165
 CQ3165                          STATION RECOVERY (1997)
 CQ3165
 CQ3165'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ3165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1947 ***********************************************************************
 CQ1947  DESIGNATION -  S 101
 CQ1947  PID         -  CQ1947
 CQ1947  STATE/COUNTY-  LA/BOSSIER
 CQ1947  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1947
 CQ1947                         *CURRENT SURVEY CONTROL
 CQ1947  ___________________________________________________________________
 CQ1947* NAD 83(1986)-  32 34 46.     (N)    093 43 53.     (W)     SCALED    
 CQ1947* NAVD 88     -        52.704  (meters)     172.91   (feet)  ADJUSTED  
 CQ1947  ___________________________________________________________________
 CQ1947  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1947  DYNAMIC HT  -          52.644 (meters)     172.72  (feet)  COMP
 CQ1947  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 CQ1947
 CQ1947  VERT ORDER  -  FIRST     CLASS II
 CQ1947
 CQ1947.The horizontal coordinates were scaled from a topographic map and have
 CQ1947.an estimated accuracy of +/- 6 seconds.
 CQ1947
 CQ1947.The orthometric height was determined by differential leveling
 CQ1947.and adjusted by the National Geodetic Survey in June 1991..
 CQ1947
 CQ1947.The geoid height was determined by GEOID03.
 CQ1947
 CQ1947.The dynamic height is computed by dividing the NAVD 88
 CQ1947.geopotential number by the normal gravity value computed on the
 CQ1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1947.degrees latitude (g = 980.6199 gals.).
 CQ1947
 CQ1947.The modeled gravity was interpolated from observed gravity values.
 CQ1947
 CQ1947;                    North         East    Units  Estimated Accuracy
 CQ1947;SPC LA N     -   231,220.      884,390.      MT  (+/- 180 meters Scaled)
 CQ1947
 CQ1947                          SUPERSEDED SURVEY CONTROL
 CQ1947
 CQ1947  NGVD 29 (??/??/??)   52.782  (m)          173.17   (f) ADJUSTED    1 2
 CQ1947
 CQ1947.Superseded values are not recommended for survey control.
 CQ1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1947.See file dsdata.txt to determine how the superseded data were derived.
 CQ1947
 CQ1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS313049(NAD 83)
 CQ1947_MARKER: DB = BENCH MARK DISK
 CQ1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1947_STAMPING: S 101 1938
 CQ1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1947+STABILITY: SURFACE MOTION
 CQ1947
 CQ1947  HISTORY     - Date     Condition        Report By
 CQ1947  HISTORY     - 1938     MONUMENTED       CGS
 CQ1947  HISTORY     - 1969     GOOD             LADH
 CQ1947  HISTORY     - 1982     GOOD             LADTD
 CQ1947  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ1947  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ1947
 CQ1947                          STATION DESCRIPTION
 CQ1947
 CQ1947'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1947'5.1 MI N FROM BOSSIER CITY.
 CQ1947'1 BLOCK SOUTH ALONG WILLIAM STREET FROM THE POST OFFICE AT BOSSIER
 CQ1947'CITY, THENCE 0.4 MILE EAST ALONG U. S. HIGHWAY 71, THENCE 0.1 MILE
 CQ1947'EAST AND 4.6 MILES NORTH ALONG STATE HIGHWAY 3, OR ABOUT 3.7 MILES
 CQ1947'NORTH ALONG STATE HIGHWAY 3 FROM ITS INTERSECTION WITH U. S. HIGHWAY
 CQ1947'79 AND 80, 35 FEET EAST OF THE CENTER LINE OF HIGHWAY 3, 26 FEET
 CQ1947'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE, 2 1/2 FEET WEST OF
 CQ1947'A PICKET FENCE, 10 1/2 FEET NORTH OF A GAS METER, 0.8 FOOT EAST OF A
 CQ1947'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A
 CQ1947'CONCRETE POST PROJECTING 10 INCHES.
 CQ1947
 CQ1947                          STATION RECOVERY (1982)
 CQ1947
 CQ1947'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1947'RECOVERED IN GOOD CONDITION.
 CQ1947
 CQ1947                          STATION RECOVERY (2002)
 CQ1947
 CQ1947'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ1947'MARK NOT FOUND.
 CQ1947
 CQ1947                          STATION RECOVERY (2003)
 CQ1947
 CQ1947'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ1947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2229 ***********************************************************************
 CQ2229  DESIGNATION -  S 101 RESET
 CQ2229  PID         -  CQ2229
 CQ2229  STATE/COUNTY-  LA/BOSSIER
 CQ2229  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2229
 CQ2229                         *CURRENT SURVEY CONTROL
 CQ2229  ___________________________________________________________________
 CQ2229* NAD 83(1992)-  32 34 45.35002(N)    093 43 52.00137(W)     ADJUSTED  
 CQ2229* NAVD 88     -        52.36   (+/-2cm)     171.8    (feet)  VERTCON   
 CQ2229  ___________________________________________________________________
 CQ2229  X           -    -350,083.765 (meters)                     COMP
 CQ2229  Y           -  -5,368,362.994 (meters)                     COMP
 CQ2229  Z           -   3,414,747.479 (meters)                     COMP
 CQ2229  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CQ2229  ELLIP HEIGHT-          26.20  (meters)          (02/20/02) GPS OBS
 CQ2229  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2229
 CQ2229  HORZ ORDER  -  FIRST
 CQ2229  VERT ORDER  -  THIRD (See Below)
 CQ2229  ELLP ORDER  -  FOURTH    CLASS I
 CQ2229
 CQ2229.The horizontal coordinates were established by GPS observations
 CQ2229.and adjusted by the National Geodetic Survey in March 1995..
 CQ2229
 CQ2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2229.The vertical order pertains to the NGVD 29 superseded value.
 CQ2229
 CQ2229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2229
 CQ2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2229
 CQ2229.The ellipsoidal height was determined by GPS observations
 CQ2229.and is referenced to NAD 83.
 CQ2229
 CQ2229.The geoid height was determined by GEOID03.
 CQ2229
 CQ2229;                    North         East     Units Scale Factor Converg.
 CQ2229;SPC LA N     -   231,200.807   884,410.376   MT  0.99998124   -0 39 03.2
 CQ2229;SPC LA N     -   758,531.31  2,901,603.04   sFT  0.99998124   -0 39 03.2
 CQ2229;UTM  15      - 3,604,881.423   431,379.512   MT  0.99965806   -0 23 37.3
 CQ2229
 CQ2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2229!SPC LA N     -   0.99999589  x   0.99998124  =   0.99997713
 CQ2229!UTM  15      -   0.99999589  x   0.99965806  =   0.99965395
 CQ2229
 CQ2229                          SUPERSEDED SURVEY CONTROL
 CQ2229
 CQ2229  ELLIP H (03/31/95)   26.31   (m)                       GP(       ) 4 1
 CQ2229  NGVD 29 (??/??/??)   52.43   (m)          172.0    (f) RESET       3  
 CQ2229
 CQ2229.Superseded values are not recommended for survey control.
 CQ2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2229.See file dsdata.txt to determine how the superseded data were derived.
 CQ2229
 CQ2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3138004881(NAD 83)
 CQ2229_MARKER: DB = BENCH MARK DISK
 CQ2229_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2229_SP_SET: 13.1 FEET
 CQ2229_STAMPING: S 101 RESET 1982
 CQ2229_MARK LOGO: NGS   
 CQ2229_PROJECTION: FLUSH
 CQ2229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2229+STABILITY: POSITION/ELEVATION WELL
 CQ2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2229+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2004
 CQ2229_ROD/PIPE-DEPTH: 3.99 meters
 CQ2229
 CQ2229  HISTORY     - Date     Condition        Report By
 CQ2229  HISTORY     - 1982     MONUMENTED       LADTD
 CQ2229  HISTORY     - 1987     GOOD             USPSQD
 CQ2229  HISTORY     - 19920610 GOOD             BCED
 CQ2229  HISTORY     - 20020302 GOOD             USPSQD
 CQ2229  HISTORY     - 20031108 GOOD             USPSQD
 CQ2229  HISTORY     - 20041226 GOOD             USPSQD
 CQ2229
 CQ2229                          STATION DESCRIPTION
 CQ2229
 CQ2229'DESCRIBED BY LA TRANSP AND DEV 1982
 CQ2229'2.3 KM (1.45 MI) NORTH FROM BOSSIER CITY.
 CQ2229'2.3 KM (1.45 MI) NORTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 CQ2229'INTERSTATE 220, 44.5 METERS (146.0 FT) NORTH OF THE NORTHWEST CORNER
 CQ2229'OF A GARAGE, 33.5 METERS (110.0 FT) EAST OF THE CENTERLINE OF STATE
 CQ2229'HIGHWAY 3, 18.6 METERS (61.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 CQ2229'CORNER FENCE POST OF A CHAIN LINK FENCE AROUND GAS VALVES, AND 0.6
 CQ2229'METER (2.0 FT) WEST-SOUTHWEST OF THE WEST POLE SUPPORTING
 CQ2229'AN ADVERTISING SIGN.
 CQ2229'THE MARK IS 2.0 FT  NE FROM A WITNESS POST.
 CQ2229
 CQ2229                          STATION RECOVERY (1987)
 CQ2229
 CQ2229'RECOVERY NOTE BY US POWER SQUADRON 1987 (RST)
 CQ2229'RECOVERED IN GOOD CONDITION.
 CQ2229
 CQ2229                          STATION RECOVERY (1992)
 CQ2229
 CQ2229'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2229'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
 CQ2229
 CQ2229                          STATION RECOVERY (2002)
 CQ2229
 CQ2229'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ2229'RECOVERED IN GOOD CONDITION.
 CQ2229
 CQ2229                          STATION RECOVERY (2003)
 CQ2229
 CQ2229'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2229'RECOVERED IN GOOD CONDITION.
 CQ2229
 CQ2229                          STATION RECOVERY (2004)
 CQ2229
 CQ2229'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CQ2229'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1269 ***********************************************************************
 CQ1269  DESIGNATION -  S 103
 CQ1269  PID         -  CQ1269
 CQ1269  STATE/COUNTY-  LA/WEBSTER
 CQ1269  USGS QUAD   -  ADA (1986)
 CQ1269
 CQ1269                         *CURRENT SURVEY CONTROL
 CQ1269  ___________________________________________________________________
 CQ1269* NAD 83(1986)-  32 32 11.     (N)    093 13 37.     (W)     SCALED    
 CQ1269* NAVD 88     -        86.612  (meters)     284.16   (feet)  ADJUSTED  
 CQ1269  ___________________________________________________________________
 CQ1269  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1269  DYNAMIC HT  -          86.515 (meters)     283.84  (feet)  COMP
 CQ1269  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 CQ1269
 CQ1269  VERT ORDER  -  FIRST     CLASS II
 CQ1269
 CQ1269.The horizontal coordinates were scaled from a topographic map and have
 CQ1269.an estimated accuracy of +/- 6 seconds.
 CQ1269
 CQ1269.The orthometric height was determined by differential leveling
 CQ1269.and adjusted by the National Geodetic Survey in June 1991..
 CQ1269
 CQ1269.The geoid height was determined by GEOID03.
 CQ1269
 CQ1269.The dynamic height is computed by dividing the NAVD 88
 CQ1269.geopotential number by the normal gravity value computed on the
 CQ1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1269.degrees latitude (g = 980.6199 gals.).
 CQ1269
 CQ1269.The modeled gravity was interpolated from observed gravity values.
 CQ1269
 CQ1269;                    North         East    Units  Estimated Accuracy
 CQ1269;SPC LA N     -   226,020.      931,710.      MT  (+/- 180 meters Scaled)
 CQ1269
 CQ1269                          SUPERSEDED SURVEY CONTROL
 CQ1269
 CQ1269  NGVD 29 (??/??/??)   86.659  (m)          284.31   (f) ADJUSTED    1 2
 CQ1269
 CQ1269.Superseded values are not recommended for survey control.
 CQ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1269.See file dsdata.txt to determine how the superseded data were derived.
 CQ1269
 CQ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR786999(NAD 83)
 CQ1269_MARKER: DB = BENCH MARK DISK
 CQ1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1269_STAMPING: S 103 1938
 CQ1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1269+STABILITY: SURFACE MOTION
 CQ1269
 CQ1269  HISTORY     - Date     Condition        Report By
 CQ1269  HISTORY     - 1941     MONUMENTED       CGS
 CQ1269  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1269  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1269  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1269
 CQ1269                          STATION DESCRIPTION
 CQ1269
 CQ1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1269'1.1 MI E FROM DUBBERLY.
 CQ1269'1.1 MILES EAST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CQ1269'THE STATION AT DUBBERLY, WEBSTER PARISH, 48 FEET SOUTH OF THE CENTER
 CQ1269'OF THE SECOND ROAD CROSSING EAST OF THE TOWN, 42 FEET SOUTHEAST OF THE
 CQ1269'SOUTHEAST RAIL, 31 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, IN
 CQ1269'LINE WITH A ROW OF POLES, AND AT THE FOOT OF POLE 10536.  A STANDARD
 CQ1269'DISK, STAMPED S 103 1938 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1269
 CQ1269                          STATION RECOVERY (1977)
 CQ1269
 CQ1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1269'NOT RECOVERED AT THIS TIME OR IN 1969.  MAY HAVE BEEN DESTROYED
 CQ1269'WHEN SOME POLES WERE TAKEN OUT.
 CQ1269
 CQ1269                          STATION RECOVERY (2000)
 CQ1269
 CQ1269'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0529 ***********************************************************************
 CQ0529  DESIGNATION -  S 104
 CQ0529  PID         -  CQ0529
 CQ0529  STATE/COUNTY-  LA/JACKSON
 CQ0529  USGS QUAD   -  EROS (1982)
 CQ0529
 CQ0529                         *CURRENT SURVEY CONTROL
 CQ0529  ___________________________________________________________________
 CQ0529* NAD 83(1986)-  32 28 04.     (N)    092 28 03.     (W)     SCALED    
 CQ0529* NAVD 88     -        52.92   (+/-2cm)     173.6    (feet)  VERTCON   
 CQ0529  ___________________________________________________________________
 CQ0529  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0529
 CQ0529  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0529
 CQ0529.The horizontal coordinates were scaled from a topographic map and have
 CQ0529.an estimated accuracy of +/- 6 seconds.
 CQ0529
 CQ0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0529.The vertical order pertains to the NGVD 29 superseded value.
 CQ0529
 CQ0529.The geoid height was determined by GEOID03.
 CQ0529
 CQ0529;                    North         East    Units  Estimated Accuracy
 CQ0529;SPC LA N     -   218,180.    1,003,060.      MT  (+/- 180 meters Scaled)
 CQ0529
 CQ0529                          SUPERSEDED SURVEY CONTROL
 CQ0529
 CQ0529  NGVD 29 (??/??/??)   52.972  (m)          173.79   (f) ADJUSTED    1 2
 CQ0529
 CQ0529.Superseded values are not recommended for survey control.
 CQ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0529.See file dsdata.txt to determine how the superseded data were derived.
 CQ0529
 CQ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR500924(NAD 83)
 CQ0529_MARKER: DB = BENCH MARK DISK
 CQ0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0529_SP_SET: CULVERT
 CQ0529_STAMPING: S 104 1938
 CQ0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0529
 CQ0529  HISTORY     - Date     Condition        Report By
 CQ0529  HISTORY     - 1938     MONUMENTED       CGS
 CQ0529  HISTORY     - 1953     MARK NOT FOUND   USGS
 CQ0529  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0529
 CQ0529                          STATION DESCRIPTION
 CQ0529
 CQ0529'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 CQ0529'4 MI S FROM TREMONT.
 CQ0529'IN JACKSON PARISH, ABOUT 4 MILES SOUTH ALONG THE OLD ROADBED OF THE
 CQ0529'ABANDONED TREMONT AND GULF RAILWAY FROM TREMONT, LINCOLN PARISH, AT A
 CQ0529'GRAVEL-ROAD CROSSING, 14 FEET NORTH OF THE CENTERLINE OF THE ROAD, 9
 CQ0529'FEET EAST OF THE OLD ROADBED, AT A CONCRETE CULVER, AND IN THE TOP OF
 CQ0529'THE HEADWALL.  A STANDARD DISK, STAMPED S 104 1938.  NOTE-- A ROAD HAS
 CQ0529'BEEN CONSTRUCTED NEAR THE LOCATION OF THE MARK AND THERE IS NO CULVERT
 CQ0529'IN THE AREA.
 CQ0529
 CQ0529                          STATION RECOVERY (1969)
 CQ0529
 CQ0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1555 ***********************************************************************
 CQ1555  DESIGNATION -  S 105
 CQ1555  PID         -  CQ1555
 CQ1555  STATE/COUNTY-  LA/RED RIVER
 CQ1555  USGS QUAD   -  COUSHATTA (1979)
 CQ1555
 CQ1555                         *CURRENT SURVEY CONTROL
 CQ1555  ___________________________________________________________________
 CQ1555* NAD 83(1986)-  32 01 59.     (N)    093 21 12.     (W)     SCALED    
 CQ1555* NAVD 88     -        42.15   (+/-2cm)     138.3    (feet)  VERTCON   
 CQ1555  ___________________________________________________________________
 CQ1555  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1555
 CQ1555  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1555
 CQ1555.The horizontal coordinates were scaled from a topographic map and have
 CQ1555.an estimated accuracy of +/- 6 seconds.
 CQ1555
 CQ1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1555.The vertical order pertains to the NGVD 29 superseded value.
 CQ1555
 CQ1555.The geoid height was determined by GEOID03.
 CQ1555
 CQ1555;                    North         East    Units  Estimated Accuracy
 CQ1555;SPC LA N     -   170,300.      919,400.      MT  (+/- 180 meters Scaled)
 CQ1555
 CQ1555                          SUPERSEDED SURVEY CONTROL
 CQ1555
 CQ1555  NGVD 29 (??/??/??)   42.211  (m)          138.49   (f) ADJUSTED    1 2
 CQ1555
 CQ1555.Superseded values are not recommended for survey control.
 CQ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1555.See file dsdata.txt to determine how the superseded data were derived.
 CQ1555
 CQ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR666441(NAD 83)
 CQ1555_MARKER: DB = BENCH MARK DISK
 CQ1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1555_STAMPING: S 105 1938
 CQ1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1555+STABILITY: SURFACE MOTION
 CQ1555
 CQ1555  HISTORY     - Date     Condition        Report By
 CQ1555  HISTORY     - 1938     MONUMENTED       CGS
 CQ1555  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1555
 CQ1555                          STATION DESCRIPTION
 CQ1555
 CQ1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1555'1.1 MI N FROM COUSHATTA.
 CQ1555'1.1 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1555'STATION AT COUSHATTA, RED RIVER PARISH, 0.2 MILE NORTH OF POLE 43+15,
 CQ1555'36 FEET EAST OF THE EAST RAIL, AND 3 FEET NORTH OF A POLE.  A STANDARD
 CQ1555'DISK, STAMPED S 105 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0735 ***********************************************************************
 BW0735  DESIGNATION -  S 106
 BW0735  PID         -  BW0735
 BW0735  STATE/COUNTY-  LA/TENSAS
 BW0735  USGS QUAD   -  WATERPROOF (1994)
 BW0735
 BW0735                         *CURRENT SURVEY CONTROL
 BW0735  ___________________________________________________________________
 BW0735* NAD 83(1986)-  31 45 11.     (N)    091 23 35.     (W)     SCALED    
 BW0735* NAVD 88     -        21.40   (+/-2cm)      70.2    (feet)  VERTCON   
 BW0735  ___________________________________________________________________
 BW0735  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0735
 BW0735  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0735
 BW0735.The horizontal coordinates were scaled from a topographic map and have
 BW0735.an estimated accuracy of +/- 6 seconds.
 BW0735
 BW0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0735.The vertical order pertains to the NGVD 29 superseded value.
 BW0735
 BW0735.The geoid height was determined by GEOID03.
 BW0735
 BW0735;                    North         East    Units  Estimated Accuracy
 BW0735;SPC LA N     -   139,470.    1,104,870.      MT  (+/- 180 meters Scaled)
 BW0735
 BW0735                          SUPERSEDED SURVEY CONTROL
 BW0735
 BW0735  NGVD 29 (??/??/92)   21.41   (m)           70.2    (f) COMPUTED    1 2
 BW0735
 BW0735.Superseded values are not recommended for survey control.
 BW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0735.See file dsdata.txt to determine how the superseded data were derived.
 BW0735
 BW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR521141(NAD 83)
 BW0735_MARKER: DB = BENCH MARK DISK
 BW0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0735_STAMPING: S 106 1938
 BW0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0735+STABILITY: SURFACE MOTION
 BW0735
 BW0735  HISTORY     - Date     Condition        Report By
 BW0735  HISTORY     - 1938     MONUMENTED       CGS
 BW0735  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0735
 BW0735                          STATION DESCRIPTION
 BW0735
 BW0735'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0735'IN UPPER LARGENT LANDING.
 BW0735'AT UPPER LARGENT LANDING, TENSAS PARISH, ON THE WEST BANK OF
 BW0735'MISSISSIPPI RIVER, IN A CLUMP OF THICK SMALL COTTONWOOD TREES BETWEEN
 BW0735'THE OLD LEVEE AND THE RIVER, 200 FEET FROM THE TOP OF THE RIVER BANK,
 BW0735'470 FEET DOWNSTREAM FROM AN ANGLE TO THE RIGHT IN THE OLD LEVEE (THE
 BW0735'FIRST ANGLE ABOVE THE POINT WHERE A SMALL RING LEVEE TIES INTO THE OLD
 BW0735'LEVEE AT THE LOWER END), 260 FEET ABOVE A ROAD LEADING FROM THE OLD
 BW0735'LEVEE TO THE LANDING, AND 16 FEET SOUTHEAST OF THE LOWER EDGE OF A
 BW0735'WOODED SLOUGH RUNNING FROM THE RIVER TO SOME OLD BORROW PITS.  A
 BW0735'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES
 BW0735'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1687 ***********************************************************************
 CQ1687  DESIGNATION -  S 11
 CQ1687  PID         -  CQ1687
 CQ1687  STATE/COUNTY-  LA/DE SOTO
 CQ1687  USGS QUAD   -  STONEWALL (1992)
 CQ1687
 CQ1687                         *CURRENT SURVEY CONTROL
 CQ1687  ___________________________________________________________________
 CQ1687* NAD 83(1986)-  32 16 47.     (N)    093 49 26.     (W)     SCALED    
 CQ1687* NAVD 88     -        62.960  (meters)     206.56   (feet)  ADJUSTED  
 CQ1687  ___________________________________________________________________
 CQ1687  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1687  DYNAMIC HT  -          62.888 (meters)     206.32  (feet)  COMP
 CQ1687  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CQ1687
 CQ1687  VERT ORDER  -  FIRST     CLASS II
 CQ1687
 CQ1687.The horizontal coordinates were scaled from a topographic map and have
 CQ1687.an estimated accuracy of +/- 6 seconds.
 CQ1687
 CQ1687.The orthometric height was determined by differential leveling
 CQ1687.and adjusted by the National Geodetic Survey in June 1991..
 CQ1687
 CQ1687.The geoid height was determined by GEOID03.
 CQ1687
 CQ1687.The dynamic height is computed by dividing the NAVD 88
 CQ1687.geopotential number by the normal gravity value computed on the
 CQ1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1687.degrees latitude (g = 980.6199 gals.).
 CQ1687
 CQ1687.The modeled gravity was interpolated from observed gravity values.
 CQ1687
 CQ1687;                    North         East    Units  Estimated Accuracy
 CQ1687;SPC LA N     -   198,090.      875,290.      MT  (+/- 180 meters Scaled)
 CQ1687
 CQ1687                          SUPERSEDED SURVEY CONTROL
 CQ1687
 CQ1687  NGVD 29 (??/??/??)   63.030  (m)          206.79   (f) ADJUSTED    1 2
 CQ1687
 CQ1687.Superseded values are not recommended for survey control.
 CQ1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1687.See file dsdata.txt to determine how the superseded data were derived.
 CQ1687
 CQ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR224717(NAD 83)
 CQ1687_MARKER: DB = BENCH MARK DISK
 CQ1687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1687_SP_SET: CULVERT
 CQ1687_STAMPING: 206.722
 CQ1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1687
 CQ1687  HISTORY     - Date     Condition        Report By
 CQ1687  HISTORY     - UNK      MONUMENTED       CGS
 CQ1687  HISTORY     - 1952     GOOD             CGS
 CQ1687  HISTORY     - 1979     GOOD             NGS
 CQ1687  HISTORY     - 19961114 GOOD             USPSQD
 CQ1687
 CQ1687                          STATION DESCRIPTION
 CQ1687
 CQ1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1687'0.3 MI S FROM STONEWALL.
 CQ1687'0.3 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1687'RIDGLEY MOSELEY BRICK BUILDING AT STONEWALL, 64 FEET WEST OF THE WEST
 CQ1687'RAIL, 12 FEET EAST OF THE CENTER LINE OF OLD U.S. HIGHWAY 171, SET IN
 CQ1687'THE TOP OF THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER
 CQ1687'THE OLD HIGHWAY.
 CQ1687
 CQ1687                          STATION RECOVERY (1979)
 CQ1687
 CQ1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1687'IN STONEWALL, 0.2 MILE SOUTH ALONG OLD JEFFERSON ROAD FROM THE POST
 CQ1687'OFFICE, ALSO 0.4 MILE SOUTHEAST ALONG OLD MANSFIELD ROAD FROM
 CQ1687'THE POST OFFICE IN KEITHVILLE, THENCE 3.65 MILES SOUTHWEST ALONG
 CQ1687'KEITHVILLE-KEATCHIE ROAD, THENCE 2.25 MILES EAST ALONG STONEWALL
 CQ1687'ROAD, THENCE 0.2 MILE SOUTH ALONG OLD JEFFERSON ROAD, IN THE CENTER
 CQ1687'OF THE OF THE TOP OF A DOUBLE BOX CULVERT, 12.0 FT. EAST OF THE
 CQ1687'CENTERLINE OF THE ROAD.
 CQ1687'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CQ1687
 CQ1687                          STATION RECOVERY (1996)
 CQ1687
 CQ1687'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0638 ***********************************************************************
 BX0638  DESIGNATION -  S 110
 BX0638  PID         -  BX0638
 BX0638  STATE/COUNTY-  LA/RAPIDES
 BX0638  USGS QUAD   -  GREEN GABLES (1993)
 BX0638
 BX0638                         *CURRENT SURVEY CONTROL
 BX0638  ___________________________________________________________________
 BX0638* NAD 83(1986)-  31 23 33.     (N)    092 17 51.     (W)     SCALED    
 BX0638* NAVD 88     -        28.20   (+/-2cm)      92.5    (feet)  VERTCON   
 BX0638  ___________________________________________________________________
 BX0638  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX0638
 BX0638  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0638
 BX0638.This mark is at Alexandria Esler Regional Airport (ESF)
 BX0638
 BX0638.The horizontal coordinates were scaled from a topographic map and have
 BX0638.an estimated accuracy of +/- 6 seconds.
 BX0638
 BX0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0638.The vertical order pertains to the NGVD 29 superseded value.
 BX0638
 BX0638.The geoid height was determined by GEOID03.
 BX0638
 BX0638;                    North         East    Units  Estimated Accuracy
 BX0638;SPC LA N     -    98,980.    1,019,260.      MT  (+/- 180 meters Scaled)
 BX0638
 BX0638                          SUPERSEDED SURVEY CONTROL
 BX0638
 BX0638  NGVD 29 (??/??/??)   28.181  (m)           92.46   (f) ADJUSTED    1 2
 BX0638
 BX0638.Superseded values are not recommended for survey control.
 BX0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0638.See file dsdata.txt to determine how the superseded data were derived.
 BX0638
 BX0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ667733(NAD 83)
 BX0638_MARKER: DB = BENCH MARK DISK
 BX0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0638_STAMPING: S 110 1945
 BX0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0638+STABILITY: SURFACE MOTION
 BX0638
 BX0638  HISTORY     - Date     Condition        Report By
 BX0638  HISTORY     - 1945     MONUMENTED       CGS
 BX0638  HISTORY     - 1966     GOOD             CGS
 BX0638  HISTORY     - 1970     GOOD             NGS
 BX0638  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0638
 BX0638                          STATION DESCRIPTION
 BX0638
 BX0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0638'5.6 MI NE FROM LIBUSE.
 BX0638'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0638'AT LIBUSE, THENCE 2.7 MILES NORTH ALONG A WINDING GRAVELED ROAD,
 BX0638'THENCE 1.95 MILES EAST ALONG STATE HIGHWAY 116, THENCE 0.05 MILE EAST
 BX0638'ALONG A ROAD TO A GATE IN A NORTH-SOUTH FENCE, THENCE 0.4 MILE EAST
 BX0638'ACROSS OPEN GRASSLAND TO THE LARGEST HANGAR AT ESLER FIELD AIRPORT,
 BX0638'ABOUT 0.1 MILE NORTH OF A BEACON LIGHT, 227 1/2 FEET NORTHWEST OF THE
 BX0638'NORTHWEST CORNER OF THE HANGAR, 163 FEET NORTH OF A FIRE HYDRANT, 124
 BX0638'FEET NORTH OF AN ALUMINUM LIGHT POLE, 94 1/2 FEET NORTH OF A RAIN
 BX0638'GUAGE, NEAR THE NORTH END OF A SMALL GRASSY PLOT OF GROUND, 14 1/2
 BX0638'FEET SOUTH OF THE SOUTH EDGE OF A TAXI STRIP, 13 1/2 FEET WEST OF THE
 BX0638'WEST EDGE OF A CONCRETE APRON, AND SET IN THE TOP OF A CONCRETE POST
 BX0638'FLUSH WITH THE GROUND.
 BX0638
 BX0638                          STATION RECOVERY (1970)
 BX0638
 BX0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0638'RECOVERED IN GOOD CONDITION.
 BX0638
 BX0638                          STATION RECOVERY (1999)
 BX0638
 BX0638'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0686 ***********************************************************************
 CQ0686  DESIGNATION -  S 114
 CQ0686  PID         -  CQ0686
 CQ0686  STATE/COUNTY-  LA/OUACHITA
 CQ0686  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0686
 CQ0686                         *CURRENT SURVEY CONTROL
 CQ0686  ___________________________________________________________________
 CQ0686* NAD 83(1986)-  32 24 38.     (N)    092 10 23.     (W)     SCALED    
 CQ0686* NAVD 88     -        28.03   (+/-2cm)      92.0    (feet)  VERTCON   
 CQ0686  ___________________________________________________________________
 CQ0686  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0686
 CQ0686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0686
 CQ0686.The horizontal coordinates were scaled from a topographic map and have
 CQ0686.an estimated accuracy of +/- 6 seconds.
 CQ0686
 CQ0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0686.The vertical order pertains to the NGVD 29 superseded value.
 CQ0686
 CQ0686.The geoid height was determined by GEOID03.
 CQ0686
 CQ0686;                    North         East    Units  Estimated Accuracy
 CQ0686;SPC LA N     -   211,880.    1,030,750.      MT  (+/- 180 meters Scaled)
 CQ0686
 CQ0686                          SUPERSEDED SURVEY CONTROL
 CQ0686
 CQ0686  NGVD 29 (??/??/??)   28.074  (m)           92.11   (f) ADJUSTED    2 0
 CQ0686
 CQ0686.Superseded values are not recommended for survey control.
 CQ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0686.See file dsdata.txt to determine how the superseded data were derived.
 CQ0686
 CQ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR777862(NAD 83)
 CQ0686_MARKER: DB = BENCH MARK DISK
 CQ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0686_STAMPING: S 114 1949
 CQ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0686+STABILITY: SURFACE MOTION
 CQ0686
 CQ0686  HISTORY     - Date     Condition        Report By
 CQ0686  HISTORY     - 1949     MONUMENTED       CGS
 CQ0686
 CQ0686                          STATION DESCRIPTION
 CQ0686
 CQ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0686'5.75 MI S FROM BROWNVILLE.
 CQ0686'4.5 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0686'HIGHWAYS 200 AND 1607 AT BROWNVILLE, THENCE 1.25 MILES SOUTHEAST ALONG
 CQ0686'A PARISH ROAD.  AT A ROAD CROSSING, 96 FEET NORTH OF THE INTERSECTION
 CQ0686'OF THE CENTER LINES OF THE NORTHWEST AND SOUTHEAST ROAD AND THE EAST
 CQ0686'AND WEST ROAD, 89 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 CQ0686'AND SOUTHEAST ROAD, 9 FEET SOUTHWEST OF A 10 INCH TRIANGULAR BLAZED
 CQ0686'OAK TREE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CQ0686'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0582 ***********************************************************************
 CQ0582  DESIGNATION -  S 115 LADH RESET 1965
 CQ0582  PID         -  CQ0582
 CQ0582  STATE/COUNTY-  LA/OUACHITA
 CQ0582  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0582
 CQ0582                         *CURRENT SURVEY CONTROL
 CQ0582  ___________________________________________________________________
 CQ0582* NAD 83(1986)-  32 24 57.     (N)    092 11 23.     (W)     SCALED    
 CQ0582* NAVD 88     -        28.65   (+/-2cm)      94.0    (feet)  VERTCON   
 CQ0582  ___________________________________________________________________
 CQ0582  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ0582
 CQ0582  VERT ORDER  -  THIRD (See Below)
 CQ0582
 CQ0582.The horizontal coordinates were scaled from a topographic map and have
 CQ0582.an estimated accuracy of +/- 6 seconds.
 CQ0582
 CQ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0582.The vertical order pertains to the NGVD 29 superseded value.
 CQ0582
 CQ0582.The geoid height was determined by GEOID03.
 CQ0582
 CQ0582;                    North         East    Units  Estimated Accuracy
 CQ0582;SPC LA N     -   212,460.    1,029,190.      MT  (+/- 180 meters Scaled)
 CQ0582
 CQ0582                          SUPERSEDED SURVEY CONTROL
 CQ0582
 CQ0582  NGVD 29 (??/??/??)   28.69   (m)           94.1    (f) RESET       3  
 CQ0582
 CQ0582.Superseded values are not recommended for survey control.
 CQ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0582.See file dsdata.txt to determine how the superseded data were derived.
 CQ0582
 CQ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR761868(NAD 83)
 CQ0582_MARKER: DB = BENCH MARK DISK
 CQ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0582_STAMPING: S 115 RESET 1965
 CQ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0582+STABILITY: SURFACE MOTION
 CQ0582
 CQ0582  HISTORY     - Date     Condition        Report By
 CQ0582  HISTORY     - 1965     MONUMENTED       LADH
 CQ0582
 CQ0582                          STATION DESCRIPTION
 CQ0582
 CQ0582'DESCRIBED BY LA DEPT OF HIGHWAYS 1965
 CQ0582'5.5 MI S FROM BROWNVILLE.
 CQ0582'TO REACH FROM BROWNVILLE GO SOUTH ALONG STATE HIGHWAY 34 FOR 5.5 MILES
 CQ0582'TO THE MARK ON THE RIGHT, ABOUT 0.4 MILE NORTH OF THE INTERSECTION
 CQ0582'SECTION OF LOUISIANAN 34 AND 557, 58 FEET WEST OF THE CENTERLINE OF
 CQ0582'STATE HIGHWAY 34, 153 FEET NORTH OF THE CENTERLINE OF THE INTERSECTION
 CQ0582'OF STATE HIGHWAY 34 AND THE SANDLEBERRY CUT OFF ROAD, 34 FEET
 CQ0582'NORTHEAST OF A 15-INCH BLAZED OAK TREE WITH BM PAINTED ON IT, 1.5 FEET
 CQ0582'WEST OF A WITNESS POST, STATION IS A STANDARD DISK SET IN THE TOP OF A
 CQ0582'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0890 ***********************************************************************
 CQ0890  DESIGNATION -  S 116
 CQ0890  PID         -  CQ0890
 CQ0890  STATE/COUNTY-  LA/CALDWELL
 CQ0890  USGS QUAD   -  BLANKSTON (1989)
 CQ0890
 CQ0890                         *CURRENT SURVEY CONTROL
 CQ0890  ___________________________________________________________________
 CQ0890* NAD 83(1986)-  32 14 29.     (N)    092 13 52.     (W)     SCALED    
 CQ0890* NAVD 88     -        63.28   (+/-2cm)     207.6    (feet)  VERTCON   
 CQ0890  ___________________________________________________________________
 CQ0890  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0890
 CQ0890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0890
 CQ0890.The horizontal coordinates were scaled from a topographic map and have
 CQ0890.an estimated accuracy of +/- 6 seconds.
 CQ0890
 CQ0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0890.The vertical order pertains to the NGVD 29 superseded value.
 CQ0890
 CQ0890.The geoid height was determined by GEOID03.
 CQ0890
 CQ0890;                    North         East    Units  Estimated Accuracy
 CQ0890;SPC LA N     -   193,110.    1,025,340.      MT  (+/- 180 meters Scaled)
 CQ0890
 CQ0890                          SUPERSEDED SURVEY CONTROL
 CQ0890
 CQ0890  NGVD 29 (??/??/??)   63.310  (m)          207.71   (f) ADJUSTED    2 0
 CQ0890
 CQ0890.Superseded values are not recommended for survey control.
 CQ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0890.See file dsdata.txt to determine how the superseded data were derived.
 CQ0890
 CQ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR724674(NAD 83)
 CQ0890_MARKER: DB = BENCH MARK DISK
 CQ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0890_STAMPING: S 116 1949
 CQ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0890+STABILITY: SURFACE MOTION
 CQ0890
 CQ0890  HISTORY     - Date     Condition        Report By
 CQ0890  HISTORY     - 1949     MONUMENTED       CGS
 CQ0890  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0890
 CQ0890                          STATION DESCRIPTION
 CQ0890
 CQ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0890'2.4 MI E FROM VIXEN.
 CQ0890'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0890'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 2.3
 CQ0890'MILES EAST ALONG A PARISH ROAD, AT A Y-JUNCTION OF ROADS, 23 FEET
 CQ0890'SOUTHEAST OF THE INTERSECTION OF THE CENTER LINE OF THE ROADS LEADING
 CQ0890'WEST AND SOUTHWEST, 10 FEET SOUTHWEST OF A 6-INCH OAK WITH A
 CQ0890'TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE TREE, 9 FEET EAST OF A
 CQ0890'10-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE TREE,
 CQ0890'1.7 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 CQ0890'POST AT A DEPTH OF 4 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0890
 CQ0890                          STATION RECOVERY (1977)
 CQ0890
 CQ0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0644 ***********************************************************************
 CQ0644  DESIGNATION -  S 117
 CQ0644  PID         -  CQ0644
 CQ0644  STATE/COUNTY-  LA/OUACHITA
 CQ0644  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0644
 CQ0644                         *CURRENT SURVEY CONTROL
 CQ0644  ___________________________________________________________________
 CQ0644* NAD 83(1986)-  32 26 35.     (N)    092 12 17.     (W)     SCALED    
 CQ0644* NAVD 88     -        30.99   (+/-2cm)     101.7    (feet)  VERTCON   
 CQ0644  ___________________________________________________________________
 CQ0644  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0644
 CQ0644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0644
 CQ0644.The horizontal coordinates were scaled from a topographic map and have
 CQ0644.an estimated accuracy of +/- 6 seconds.
 CQ0644
 CQ0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0644.The vertical order pertains to the NGVD 29 superseded value.
 CQ0644
 CQ0644.The geoid height was determined by GEOID03.
 CQ0644
 CQ0644;                    North         East    Units  Estimated Accuracy
 CQ0644;SPC LA N     -   215,480.    1,027,770.      MT  (+/- 180 meters Scaled)
 CQ0644
 CQ0644                          SUPERSEDED SURVEY CONTROL
 CQ0644
 CQ0644  NGVD 29 (??/??/??)   31.034  (m)          101.82   (f) ADJUSTED    2 0
 CQ0644
 CQ0644.Superseded values are not recommended for survey control.
 CQ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0644.See file dsdata.txt to determine how the superseded data were derived.
 CQ0644
 CQ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR747898(NAD 83)
 CQ0644_MARKER: DB = BENCH MARK DISK
 CQ0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0644_STAMPING: S 117 1949
 CQ0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0644+STABILITY: SURFACE MOTION
 CQ0644
 CQ0644  HISTORY     - Date     Condition        Report By
 CQ0644  HISTORY     - 1949     MONUMENTED       CGS
 CQ0644  HISTORY     - 1991     GOOD             USPSQD
 CQ0644
 CQ0644                          STATION DESCRIPTION
 CQ0644
 CQ0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0644'3.3 MI SW FROM BAWCOMVILLE.
 CQ0644'3.3 MILES SOUTHWEST ALONG A PARISH ROAD FROM THE BAWCOMVILLE GRADE
 CQ0644'SCHOOL AT BAWCOMVILLE, AT A Y-JUNCTION OF ROADS, 75 FEET SOUTHEAST OF
 CQ0644'THE CENTER LINE OF THE MAIN ROAD, 43 FEET SOUTH OF THE CENTER LINE OF
 CQ0644'A PRIVATE ROAD LEADING EAST TO THE BERN BET FARM, 26 FEET EAST OF THE
 CQ0644'CENTER LINE OF A SIDE ROAD LEADING SOUTH, 1.7 FEET WEST OF A FENCE,
 CQ0644'1.3 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CQ0644'AT A DEPTH OF 3 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ0644
 CQ0644                          STATION RECOVERY (1991)
 CQ0644
 CQ0644'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJ)
 CQ0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0669 ***********************************************************************
 CQ0669  DESIGNATION -  S 118
 CQ0669  PID         -  CQ0669
 CQ0669  STATE/COUNTY-  LA/OUACHITA
 CQ0669  USGS QUAD   -  CHATHAM SE (1982)
 CQ0669
 CQ0669                         *CURRENT SURVEY CONTROL
 CQ0669  ___________________________________________________________________
 CQ0669* NAD 83(1986)-  32 21 42.     (N)    092 17 01.     (W)     SCALED    
 CQ0669* NAVD 88     -        80.47   (+/-2cm)     264.0    (feet)  VERTCON   
 CQ0669  ___________________________________________________________________
 CQ0669  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0669
 CQ0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0669
 CQ0669.The horizontal coordinates were scaled from a topographic map and have
 CQ0669.an estimated accuracy of +/- 6 seconds.
 CQ0669
 CQ0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0669.The vertical order pertains to the NGVD 29 superseded value.
 CQ0669
 CQ0669.The geoid height was determined by GEOID03.
 CQ0669
 CQ0669;                    North         East    Units  Estimated Accuracy
 CQ0669;SPC LA N     -   206,440.    1,020,370.      MT  (+/- 180 meters Scaled)
 CQ0669
 CQ0669                          SUPERSEDED SURVEY CONTROL
 CQ0669
 CQ0669  NGVD 29 (??/??/??)   80.506  (m)          264.13   (f) ADJUSTED    2 0
 CQ0669
 CQ0669.Superseded values are not recommended for survey control.
 CQ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0669.See file dsdata.txt to determine how the superseded data were derived.
 CQ0669
 CQ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR674807(NAD 83)
 CQ0669_MARKER: DB = BENCH MARK DISK
 CQ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0669_STAMPING: S 118 1949
 CQ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0669+STABILITY: SURFACE MOTION
 CQ0669
 CQ0669  HISTORY     - Date     Condition        Report By
 CQ0669  HISTORY     - 1949     MONUMENTED       CGS
 CQ0669  HISTORY     - 1950     GOOD             CGS
 CQ0669  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0669
 CQ0669                          STATION DESCRIPTION
 CQ0669
 CQ0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0669'4.9 MI SE FROM OKALOOSA.
 CQ0669'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0669'OKALOOSA, THENCE 1.4 MILES SOUTH ALONG A PARISH ROAD, THENCE 2.0 MILES
 CQ0669'NORTHEAST ALONG STATE HIGHWAY NO. 543.  AT A Y-JUNCTION OF ROADS, ON
 CQ0669'THE OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTHEAST AND NORTHWEST,
 CQ0669'30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTHWEST OF
 CQ0669'THE CENTER LINE OF THE SIDE ROAD LEADING SOUTHWEST, 9 FEET SOUTH OF
 CQ0669'THE TOP OF A CUT BANK, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE
 CQ0669'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. NOTE--
 CQ0669'STATE HIGHWAY 543 IS NOW STATE HIGHWAY 499.  NOTE-- THIS BENCH MARK IS
 CQ0669'LOCATED 1.0 MILE NORTHWEST OF BENCH MARK T 118.
 CQ0669
 CQ0669                          STATION RECOVERY (1990)
 CQ0669
 CQ0669'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0599 ***********************************************************************
 CQ0599  DESIGNATION -  S 119
 CQ0599  PID         -  CQ0599
 CQ0599  STATE/COUNTY-  LA/CALDWELL
 CQ0599  USGS QUAD   -  VIXEN (1989)
 CQ0599
 CQ0599                         *CURRENT SURVEY CONTROL
 CQ0599  ___________________________________________________________________
 CQ0599* NAD 83(1986)-  32 12 06.     (N)    092 15 36.     (W)     SCALED    
 CQ0599* NAVD 88     -        42.85   (+/-2cm)     140.6    (feet)  VERTCON   
 CQ0599  ___________________________________________________________________
 CQ0599  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0599
 CQ0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0599
 CQ0599.The horizontal coordinates were scaled from a topographic map and have
 CQ0599.an estimated accuracy of +/- 6 seconds.
 CQ0599
 CQ0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0599.The vertical order pertains to the NGVD 29 superseded value.
 CQ0599
 CQ0599.The geoid height was determined by GEOID03.
 CQ0599
 CQ0599;                    North         East    Units  Estimated Accuracy
 CQ0599;SPC LA N     -   188,700.    1,022,630.      MT  (+/- 180 meters Scaled)
 CQ0599
 CQ0599                          SUPERSEDED SURVEY CONTROL
 CQ0599
 CQ0599  NGVD 29 (??/??/??)   42.884  (m)          140.70   (f) ADJUSTED    2 0
 CQ0599
 CQ0599.Superseded values are not recommended for survey control.
 CQ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0599.See file dsdata.txt to determine how the superseded data were derived.
 CQ0599
 CQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR697630(NAD 83)
 CQ0599_MARKER: DB = BENCH MARK DISK
 CQ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0599_STAMPING: S 119 1949
 CQ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0599+STABILITY: SURFACE MOTION
 CQ0599
 CQ0599  HISTORY     - Date     Condition        Report By
 CQ0599  HISTORY     - 1949     MONUMENTED       CGS
 CQ0599  HISTORY     - 1950     GOOD             CGS
 CQ0599  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0599
 CQ0599                          STATION DESCRIPTION
 CQ0599
 CQ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0599'3.8 MI S FROM VIXEN.
 CQ0599'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE JUNCTION OF
 CQ0599'STATE HIGHWAY NO. 17 WITH STATE HIGHWAY NO. 200 AT VIXEN, THENCE 1.9
 CQ0599'MILES SOUTHWEST ALONG A PARISH ROAD.  ALONG THE NORTHEAST EDGE OF
 CQ0599'CASTOR BAYOU, 33.7 FEET NORTH OF THE NORTH CORNER OF A FARMHOUSE, 27
 CQ0599'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET NORTHEAST OF
 CQ0599'THE CENTER LINE OF A GATE, 4 FEET SOUTHWEST OF A CORNER FENCE POST, 1
 CQ0599'FOOT NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AT A
 CQ0599'DEPTH OF 3 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE--
 CQ0599'STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.
 CQ0599
 CQ0599                          STATION RECOVERY (1986)
 CQ0599
 CQ0599'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0812 ***********************************************************************
 CQ0812  DESIGNATION -  S 120
 CQ0812  PID         -  CQ0812
 CQ0812  STATE/COUNTY-  LA/CALDWELL
 CQ0812  USGS QUAD   -  CLARKS (1989)
 CQ0812
 CQ0812                         *CURRENT SURVEY CONTROL
 CQ0812  ___________________________________________________________________
 CQ0812* NAD 83(1986)-  32 04 57.     (N)    092 12 35.     (W)     SCALED    
 CQ0812* NAVD 88     -        34.29   (+/-2cm)     112.5    (feet)  VERTCON   
 CQ0812  ___________________________________________________________________
 CQ0812  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0812
 CQ0812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0812
 CQ0812.The horizontal coordinates were scaled from a topographic map and have
 CQ0812.an estimated accuracy of +/- 6 seconds.
 CQ0812
 CQ0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0812.The vertical order pertains to the NGVD 29 superseded value.
 CQ0812
 CQ0812.The geoid height was determined by GEOID03.
 CQ0812
 CQ0812;                    North         East    Units  Estimated Accuracy
 CQ0812;SPC LA N     -   175,500.    1,027,400.      MT  (+/- 180 meters Scaled)
 CQ0812
 CQ0812                          SUPERSEDED SURVEY CONTROL
 CQ0812
 CQ0812  NGVD 29 (??/??/??)   34.310  (m)          112.57   (f) ADJUSTED    2 0
 CQ0812
 CQ0812.Superseded values are not recommended for survey control.
 CQ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0812.See file dsdata.txt to determine how the superseded data were derived.
 CQ0812
 CQ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR745498(NAD 83)
 CQ0812_MARKER: DB = BENCH MARK DISK
 CQ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0812_STAMPING: S 120 1950
 CQ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0812+STABILITY: SURFACE MOTION
 CQ0812
 CQ0812  HISTORY     - Date     Condition        Report By
 CQ0812  HISTORY     - 1950     MONUMENTED       CGS
 CQ0812  HISTORY     - 1981     GOOD             LADTD
 CQ0812
 CQ0812                          STATION DESCRIPTION
 CQ0812
 CQ0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0812'6.85 MI NW FROM GRAYSON.
 CQ0812'6.85 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI PACIFIC
 CQ0812'RAILROAD STATION AT GRAYSON, AT A ROAD JUNCTION, 43 FEET SOUTH OF THE
 CQ0812'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 41 FEET SOUTHWEST OF THE
 CQ0812'CENTER LINE OF THE HIGHWAY, 150.9 FEET EAST OF THE NORTHEAST CORNER OF
 CQ0812'A FARMHOUSE, 1.9 FEET WEST OF A POWER POLE, 1.8 FEET SOUTH OF A
 CQ0812'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CQ0812'FOOT ABOVE THE GROUND.
 CQ0812
 CQ0812                          STATION RECOVERY (1981)
 CQ0812
 CQ0812'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0812'TO REACH THE STATION FROM THE INTERSECTION OF LA. 165 AND LA. 126, GO
 CQ0812'6.85 MILES N.W. ALONG STATE HWY 126. STATION IS 41.0 FT. S.W. OF THE
 CQ0812'HWY, 37.15' FT. N.W. OF A FENCE CORNER POST, 43' FT. SOUTH OF THE
 CQ0812'EXTENDED CENTER LINE OF A ROAD LEADING WEST, AND 146.3 FT. N.W. OF
 CQ0812'THE N.W. CORNER OF A WOOD FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1613 ***********************************************************************
 BX1613  DESIGNATION -  S 121
 BX1613  PID         -  BX1613
 BX1613  STATE/COUNTY-  LA/WINN
 BX1613  USGS QUAD   -  ATLANTA (1984)
 BX1613
 BX1613                         *CURRENT SURVEY CONTROL
 BX1613  ___________________________________________________________________
 BX1613* NAD 83(1986)-  31 48 43.     (N)    092 41 46.     (W)     SCALED    
 BX1613* NAVD 88     -        67.05   (+/-2cm)     220.0    (feet)  VERTCON   
 BX1613  ___________________________________________________________________
 BX1613  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BX1613
 BX1613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1613
 BX1613.The horizontal coordinates were scaled from a topographic map and have
 BX1613.an estimated accuracy of +/- 6 seconds.
 BX1613
 BX1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1613.The vertical order pertains to the NGVD 29 superseded value.
 BX1613
 BX1613.The geoid height was determined by GEOID03.
 BX1613
 BX1613;                    North         East    Units  Estimated Accuracy
 BX1613;SPC LA N     -   145,480.      981,430.      MT  (+/- 180 meters Scaled)
 BX1613
 BX1613                          SUPERSEDED SURVEY CONTROL
 BX1613
 BX1613  NGVD 29 (??/??/??)   67.062  (m)          220.02   (f) ADJUSTED    2 0
 BX1613
 BX1613.Superseded values are not recommended for survey control.
 BX1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1613.See file dsdata.txt to determine how the superseded data were derived.
 BX1613
 BX1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR287196(NAD 83)
 BX1613_MARKER: DB = BENCH MARK DISK
 BX1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1613_STAMPING: S 121 1949
 BX1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1613+STABILITY: SURFACE MOTION
 BX1613
 BX1613  HISTORY     - Date     Condition        Report By
 BX1613  HISTORY     - 1949     MONUMENTED       CGS
 BX1613
 BX1613                          STATION DESCRIPTION
 BX1613
 BX1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1613'2.25 MI NE FROM ATLANTA.
 BX1613'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 BX1613'ATLANTA, THENCE 1.8 MILES EAST ALONG STATE HIGHWAY 1199, AT THE FARM
 BX1613'HOME OF J.E. SHUMAKE, 44 FEET SOUTH OF THE CENTER LINE OF THE EAST AND
 BX1613'WEST ROAD, 76 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 BX1613'ROAD, 35.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 4.6
 BX1613'FEET NORTHEAST OF POWER POLE, 1.2 FEET NORTHEAST OF A WITNESS POST,
 BX1613'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BX1613'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1358 ***********************************************************************
 BX1358  DESIGNATION -  S 122
 BX1358  PID         -  BX1358
 BX1358  STATE/COUNTY-  LA/GRANT
 BX1358  USGS QUAD   -  ALOHA (1992)
 BX1358
 BX1358                         *CURRENT SURVEY CONTROL
 BX1358  ___________________________________________________________________
 BX1358* NAD 83(1986)-  31 35 59.     (N)    092 47 00.     (W)     SCALED    
 BX1358* NAVD 88     -        28.53   (+/-2cm)      93.6    (feet)  VERTCON   
 BX1358  ___________________________________________________________________
 BX1358  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1358
 BX1358  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1358
 BX1358.The horizontal coordinates were scaled from a topographic map and have
 BX1358.an estimated accuracy of +/- 6 seconds.
 BX1358
 BX1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1358.The vertical order pertains to the NGVD 29 superseded value.
 BX1358
 BX1358.The geoid height was determined by GEOID03.
 BX1358
 BX1358;                    North         East    Units  Estimated Accuracy
 BX1358;SPC LA N     -   121,970.      973,110.      MT  (+/- 180 meters Scaled)
 BX1358
 BX1358                          SUPERSEDED SURVEY CONTROL
 BX1358
 BX1358  NGVD 29 (??/??/??)   28.540  (m)           93.64   (f) ADJUSTED    1 1
 BX1358
 BX1358.Superseded values are not recommended for survey control.
 BX1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1358.See file dsdata.txt to determine how the superseded data were derived.
 BX1358
 BX1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ205960(NAD 83)
 BX1358_MARKER: DB = BENCH MARK DISK
 BX1358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1358_SP_SET: CULVERT
 BX1358_STAMPING: S 122 1949
 BX1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1358
 BX1358  HISTORY     - Date     Condition        Report By
 BX1358  HISTORY     - 1949     MONUMENTED       CGS
 BX1358  HISTORY     - 1969     GOOD             CGS
 BX1358  HISTORY     - 20010922 GOOD             USPSQD
 BX1358  HISTORY     - 20060610 GOOD             USPSQD
 BX1358
 BX1358                          STATION DESCRIPTION
 BX1358
 BX1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1358'8.55 MI NW FROM COLFAX.
 BX1358'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1358'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1358'THENCE 5.65 MILES NORTHWEST ALONG U. S. HIGHWAY 71, OR ABOUT 8.15
 BX1358'MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION OF U. S.
 BX1358'HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 9, T 7 N, R
 BX1358'4 W, 71 YARDS SOUTHEAST OF THE CENTER OF THE INTERSECTION OF U. S.
 BX1358'HIGHWAY AND STATE HIGHWAY 1240, 34 FEET NORTHEAST OF THE CENTER LINE
 BX1358'OF THE U. S. HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTHEAST
 BX1358'CONCRETE HEADWALL OF A 4- BY 4-FOOT CONCRETE CULVERT THAT IS DATED
 BX1358'1940 AND IS UNDER THE U. S. HIGHWAY, 23.0 FEET SOUTHWEST OF A METAL
 BX1358'WITNESS POST, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX1358
 BX1358                          STATION RECOVERY (2001)
 BX1358
 BX1358'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1358'RECOVERED IN GOOD CONDITION.
 BX1358
 BX1358                          STATION RECOVERY (2006)
 BX1358
 BX1358'RECOVERY NOTE BY US POWER SQUADRON 2006
 BX1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0383 ***********************************************************************
 BX0383  DESIGNATION -  S 123
 BX0383  PID         -  BX0383
 BX0383  STATE/COUNTY-  LA/CALDWELL
 BX0383  USGS QUAD   -  HOLUM (1988)
 BX0383
 BX0383                         *CURRENT SURVEY CONTROL
 BX0383  ___________________________________________________________________
 BX0383* NAD 83(1986)-  31 58 42.     (N)    092 07 19.     (W)     SCALED    
 BX0383* NAVD 88     -        57.20   (+/-2cm)     187.7    (feet)  VERTCON   
 BX0383  ___________________________________________________________________
 BX0383  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0383
 BX0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0383
 BX0383.The horizontal coordinates were scaled from a topographic map and have
 BX0383.an estimated accuracy of +/- 6 seconds.
 BX0383
 BX0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0383.The vertical order pertains to the NGVD 29 superseded value.
 BX0383
 BX0383.The geoid height was determined by GEOID03.
 BX0383
 BX0383;                    North         East    Units  Estimated Accuracy
 BX0383;SPC LA N     -   163,970.    1,035,730.      MT  (+/- 180 meters Scaled)
 BX0383
 BX0383                          SUPERSEDED SURVEY CONTROL
 BX0383
 BX0383  NGVD 29 (??/??/??)   57.209  (m)          187.69   (f) ADJUSTED    2 0
 BX0383
 BX0383.Superseded values are not recommended for survey control.
 BX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0383.See file dsdata.txt to determine how the superseded data were derived.
 BX0383
 BX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR829383(NAD 83)
 BX0383_MARKER: DB = BENCH MARK DISK
 BX0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0383_STAMPING: S 123 1949
 BX0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0383+STABILITY: SURFACE MOTION
 BX0383
 BX0383  HISTORY     - Date     Condition        Report By
 BX0383  HISTORY     - 1949     MONUMENTED       CGS
 BX0383  HISTORY     - 1959     GOOD             CGS
 BX0383
 BX0383                          STATION DESCRIPTION
 BX0383
 BX0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX0383'5.85 MI NE FROM KELLY.
 BX0383'LOCATED 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 506 FROM THE MISSOURI
 BX0383'PACIFIC RAILROAD STATION AT KELLY, THENCE 0.8 MILE NORTHEAST ALONG
 BX0383'STATE HIGHWAY 849, THENCE 1.05 MILE NORTH ALONG STATE HIGHWAY 850, AT
 BX0383'A FARMHOUSE, 54 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 53 FEET
 BX0383'NORTHWEST OF THE NORTHWEST CORNER OF THE YARD FENCE, 33 FEET SOUTHWEST
 BX0383'OF A 16-INCH OAK TREE, AND 4 FEET NORTHEAST OF A POWER POLE. IT IS A
 BX0383'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BX0383'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0520 ***********************************************************************
 BX0520  DESIGNATION -  S 124
 BX0520  PID         -  BX0520
 BX0520  STATE/COUNTY-  LA/LA SALLE
 BX0520  USGS QUAD   -  SUMMERVILLE (1984)
 BX0520
 BX0520                         *CURRENT SURVEY CONTROL
 BX0520  ___________________________________________________________________
 BX0520* NAD 83(1986)-  31 45 07.     (N)    092 11 40.     (W)     SCALED    
 BX0520* NAVD 88     -        44.47   (+/-2cm)     145.9    (feet)  VERTCON   
 BX0520  ___________________________________________________________________
 BX0520  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0520
 BX0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0520
 BX0520.The horizontal coordinates were scaled from a topographic map and have
 BX0520.an estimated accuracy of +/- 6 seconds.
 BX0520
 BX0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0520.The vertical order pertains to the NGVD 29 superseded value.
 BX0520
 BX0520.The geoid height was determined by GEOID03.
 BX0520
 BX0520;                    North         East    Units  Estimated Accuracy
 BX0520;SPC LA N     -   138,850.    1,028,950.      MT  (+/- 180 meters Scaled)
 BX0520
 BX0520                          SUPERSEDED SURVEY CONTROL
 BX0520
 BX0520  NGVD 29 (??/??/??)   44.471  (m)          145.90   (f) ADJUSTED    2 0
 BX0520
 BX0520.Superseded values are not recommended for survey control.
 BX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0520.See file dsdata.txt to determine how the superseded data were derived.
 BX0520
 BX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR762132(NAD 83)
 BX0520_MARKER: DB = BENCH MARK DISK
 BX0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0520_STAMPING: S 124 1949
 BX0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0520+STABILITY: SURFACE MOTION
 BX0520
 BX0520  HISTORY     - Date     Condition        Report By
 BX0520  HISTORY     - 1949     MONUMENTED       CGS
 BX0520  HISTORY     - 1950     GOOD             CGS
 BX0520
 BX0520                          STATION DESCRIPTION
 BX0520
 BX0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0520'2.05 MI W FROM SUMMERVILLE.
 BX0520'2.05 MILES WEST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION AND
 BX0520'COUNTRY STORE AT SUMMERVILLE, 34 FEET NORTH OF THE CENTER LINE OF THE
 BX0520'HIGHWAY, 40 FEET WEST OF THE CENTER LINE OF A TRACK ROAD WHICH LEADS
 BX0520'WEST TO A FARMHOUSE, 6 FEET SOUTHWEST OF A 12 INCH BLAZED PINE TREE, 6
 BX0520'FEET SOUTHEAST OF A 12 INCH BLAZED PINE TREE, 190 FEET NORTHEAST OF A
 BX0520'POWER POLE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BX0520'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0514 ***********************************************************************
 BX0514  DESIGNATION -  S 125
 BX0514  PID         -  BX0514
 BX0514  STATE/COUNTY-  LA/LA SALLE
 BX0514  USGS QUAD   -  JENA WEST (1985)
 BX0514
 BX0514                         *CURRENT SURVEY CONTROL
 BX0514  ___________________________________________________________________
 BX0514* NAD 83(1986)-  31 42 33.     (N)    092 12 56.     (W)     SCALED    
 BX0514* NAVD 88     -        36.08   (+/-2cm)     118.4    (feet)  VERTCON   
 BX0514  ___________________________________________________________________
 BX0514  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0514
 BX0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0514
 BX0514.The horizontal coordinates were scaled from a topographic map and have
 BX0514.an estimated accuracy of +/- 6 seconds.
 BX0514
 BX0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0514.The vertical order pertains to the NGVD 29 superseded value.
 BX0514
 BX0514.The geoid height was determined by GEOID03.
 BX0514
 BX0514;                    North         East    Units  Estimated Accuracy
 BX0514;SPC LA N     -   134,100.    1,026,960.      MT  (+/- 180 meters Scaled)
 BX0514
 BX0514                          SUPERSEDED SURVEY CONTROL
 BX0514
 BX0514  NGVD 29 (??/??/??)   36.074  (m)          118.35   (f) ADJUSTED    2 0
 BX0514
 BX0514.Superseded values are not recommended for survey control.
 BX0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0514.See file dsdata.txt to determine how the superseded data were derived.
 BX0514
 BX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR743084(NAD 83)
 BX0514_MARKER: DB = BENCH MARK DISK
 BX0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0514_STAMPING: S 125 1950
 BX0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0514+STABILITY: SURFACE MOTION
 BX0514
 BX0514  HISTORY     - Date     Condition        Report By
 BX0514  HISTORY     - 1950     MONUMENTED       CGS
 BX0514
 BX0514                          STATION DESCRIPTION
 BX0514
 BX0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0514'5.4 MI NW FROM JENA.
 BX0514'5.4 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BX0514'JENA, 87 FEET NORTHWEST OF THE CENTER LINE OF A T ROAD LEADING
 BX0514'SOUTHWEST, 76 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19.0
 BX0514'FEET NORTHWEST OF A 20-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BX0514'NORTHEAST SIDE OF THE TREE, 1.7 FEET NORTHEAST OF A REFERENCE POST,
 BX0514'SET IN THE TOP OF A 3.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BX0514'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0459 ***********************************************************************
 BX0459  DESIGNATION -  S 126
 BX0459  PID         -  BX0459
 BX0459  STATE/COUNTY-  LA/LA SALLE
 BX0459  USGS QUAD   -  HOLUM (1988)
 BX0459
 BX0459                         *CURRENT SURVEY CONTROL
 BX0459  ___________________________________________________________________
 BX0459* NAD 83(1986)-  31 54 25.     (N)    092 01 35.     (W)     SCALED    
 BX0459* NAVD 88     -        75.25   (+/-2cm)     246.9    (feet)  VERTCON   
 BX0459  ___________________________________________________________________
 BX0459  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0459
 BX0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0459
 BX0459.The horizontal coordinates were scaled from a topographic map and have
 BX0459.an estimated accuracy of +/- 6 seconds.
 BX0459
 BX0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0459.The vertical order pertains to the NGVD 29 superseded value.
 BX0459
 BX0459.The geoid height was determined by GEOID03.
 BX0459
 BX0459;                    North         East    Units  Estimated Accuracy
 BX0459;SPC LA N     -   156,090.    1,044,790.      MT  (+/- 180 meters Scaled)
 BX0459
 BX0459                          SUPERSEDED SURVEY CONTROL
 BX0459
 BX0459  NGVD 29 (??/??/??)   75.252  (m)          246.89   (f) ADJUSTED    2 0
 BX0459
 BX0459.Superseded values are not recommended for survey control.
 BX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0459.See file dsdata.txt to determine how the superseded data were derived.
 BX0459
 BX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR920305(NAD 83)
 BX0459_MARKER: DB = BENCH MARK DISK
 BX0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0459_SP_SET: CONCRETE POST
 BX0459_STAMPING: S 126 1950
 BX0459_MARK LOGO: CGS   
 BX0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0459+STABILITY: SURFACE MOTION
 BX0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0459+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 BX0459
 BX0459  HISTORY     - Date     Condition        Report By
 BX0459  HISTORY     - 1950     MONUMENTED       CGS
 BX0459  HISTORY     - 19890606 GOOD             LADTD
 BX0459
 BX0459                          STATION DESCRIPTION
 BX0459
 BX0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0459'2.0 MI NW FROM ROSEFIELD.
 BX0459'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0459'ROSEFIELD, AT THE TOP OF A HILL WHICH SLOPES TO THE WEST, 54 FEET
 BX0459'NORTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTHEAST OF A
 BX0459'TRIANGULAR BLAZED 8 INCH PINE TREE, 15 FEET SOUTH OF A 6 INCH
 BX0459'TRIANGULAR BLAZED PINE TREE, 2 FEET NORTH OF A WITNESS POST, SET IN
 BX0459'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BX0459
 BX0459                          STATION RECOVERY (1989)
 BX0459
 BX0459'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX0459'THE STATION IS LOCATED ABOUT 13.0 KM (8.10 MI) SOUTHEAST OF HOLUM AND
 BX0459'3.2 KM (2.00 MI) NORTHWEST OF ROSEFIELD.  OWNERSHIP--UNKNOWN.
 BX0459'TO REACH THE STATION FROM THE CEMETERY AT ROSEFIELD, AT THE JUNCTION
 BX0459'OF STATE HIGHWAYS 124 AND 126, GO NORTHWEST FOR 3.2 KM (2.00 MI) ON
 BX0459'HIGHWAY 126 TO THE MARK ON THE RIGHT.
 BX0459'THE STATION IS 49.7 M (163.1 FT) WEST FROM A RIGHT-OF-WAY MARKER, 16.5
 BX0459'M (54.1 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 4.7 M (15.4 FT) WEST
 BX0459'FROM A 8-INCH POST OAK TREE AND 0.3 M (1.0 FT) SOUTH FROM A METAL
 BX0459'WITNESS POST WITH SIGN ATTACHED.  THE MARK IS PROJECTING 10 CM ABOVE
 BX0459'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1583 ***********************************************************************
 BX1583  DESIGNATION -  S 128
 BX1583  PID         -  BX1583
 BX1583  STATE/COUNTY-  LA/WINN
 BX1583  USGS QUAD   -  FLAT CREEK (1984)
 BX1583
 BX1583                         *CURRENT SURVEY CONTROL
 BX1583  ___________________________________________________________________
 BX1583* NAD 83(1986)-  31 57 29.     (N)    092 29 42.     (W)     SCALED    
 BX1583* NAVD 88     -        66.44   (+/-2cm)     218.0    (feet)  VERTCON   
 BX1583  ___________________________________________________________________
 BX1583  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX1583
 BX1583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1583
 BX1583.The horizontal coordinates were scaled from a topographic map and have
 BX1583.an estimated accuracy of +/- 6 seconds.
 BX1583
 BX1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1583.The vertical order pertains to the NGVD 29 superseded value.
 BX1583
 BX1583.The geoid height was determined by GEOID03.
 BX1583
 BX1583;                    North         East    Units  Estimated Accuracy
 BX1583;SPC LA N     -   161,660.    1,000,470.      MT  (+/- 180 meters Scaled)
 BX1583
 BX1583                          SUPERSEDED SURVEY CONTROL
 BX1583
 BX1583  NGVD 29 (??/??/??)   66.462  (m)          218.05   (f) ADJUSTED    2 0
 BX1583
 BX1583.Superseded values are not recommended for survey control.
 BX1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1583.See file dsdata.txt to determine how the superseded data were derived.
 BX1583
 BX1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR477358(NAD 83)
 BX1583_MARKER: DB = BENCH MARK DISK
 BX1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1583_STAMPING: S 128 1950
 BX1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1583+STABILITY: SURFACE MOTION
 BX1583
 BX1583  HISTORY     - Date     Condition        Report By
 BX1583  HISTORY     - 1950     MONUMENTED       CGS
 BX1583
 BX1583                          STATION DESCRIPTION
 BX1583
 BX1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1583'9.2 MI NE FROM WINNFIELD.
 BX1583'6.2 MILES NORTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 BX1583'STATION AT WINNFIELD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD,
 BX1583'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD.  1.1 MILES NORTHEAST
 BX1583'OF BENCH MARK ES11 (U.S.G.S.), AT A ROAD JUNCTION, 43 FEET SOUTH OF
 BX1583'THE CENTER LINE OF AN EAST-WEST ROAD, 34 FEET SOUTHEAST OF THE CENTER
 BX1583'LINE OF A ROAD LEADING SOUTHWEST, 2.1 FEET SOUTH OF A REFERENCE POST
 BX1583'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BX1583'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1567 ***********************************************************************
 BX1567  DESIGNATION -  S 129
 BX1567  PID         -  BX1567
 BX1567  STATE/COUNTY-  LA/WINN
 BX1567  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1567
 BX1567                         *CURRENT SURVEY CONTROL
 BX1567  ___________________________________________________________________
 BX1567* NAD 83(1986)-  31 52 35.     (N)    092 34 28.     (W)     SCALED    
 BX1567* NAVD 88     -        50.02   (+/-2cm)     164.1    (feet)  VERTCON   
 BX1567  ___________________________________________________________________
 BX1567  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX1567
 BX1567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1567
 BX1567.The horizontal coordinates were scaled from a topographic map and have
 BX1567.an estimated accuracy of +/- 6 seconds.
 BX1567
 BX1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1567.The vertical order pertains to the NGVD 29 superseded value.
 BX1567
 BX1567.The geoid height was determined by GEOID03.
 BX1567
 BX1567;                    North         East    Units  Estimated Accuracy
 BX1567;SPC LA N     -   152,610.      992,960.      MT  (+/- 180 meters Scaled)
 BX1567
 BX1567                          SUPERSEDED SURVEY CONTROL
 BX1567
 BX1567  NGVD 29 (??/??/??)   50.047  (m)          164.20   (f) ADJUSTED    2 0
 BX1567
 BX1567.Superseded values are not recommended for survey control.
 BX1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1567.See file dsdata.txt to determine how the superseded data were derived.
 BX1567
 BX1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR402268(NAD 83)
 BX1567_MARKER: DB = BENCH MARK DISK
 BX1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1567_STAMPING: S 129 1950
 BX1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1567+STABILITY: SURFACE MOTION
 BX1567
 BX1567  HISTORY     - Date     Condition        Report By
 BX1567  HISTORY     - 1950     MONUMENTED       CGS
 BX1567  HISTORY     - 1955     GOOD             CGS
 BX1567
 BX1567                          STATION DESCRIPTION
 BX1567
 BX1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1567'5.5 MI SE FROM WINNFIELD.
 BX1567'4.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 167 FROM THE POST OFFICE
 BX1567'AT WINNFIELD, THENCE 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 232.
 BX1567'AT A Y-JUNCTION, 143 FEET EAST OF THE NORTHEAST CORNER OF THE CORINTH
 BX1567'BAPTIST CHURCH, 98 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 86
 BX1567'FEET NORTHEAST OF THE CENTER LINE OF THE SIDE ROAD LEADING SOUTHEAST,
 BX1567'45 FEET NORTH OF THE CENTER LINE OF A GATE LEADING INTO THE CEMETERY,
 BX1567'23 FEET SOUTH OF THE NORTHWEST CORNER OF THE CEMETERY, 1.4 FEET WEST
 BX1567'OF A FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 BX1567'CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 BX1567'GROUND.
 BX1567
 BX1567                          STATION RECOVERY (1955)
 BX1567
 BX1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0454 ***********************************************************************
 BX0454  DESIGNATION -  S 130
 BX0454  PID         -  BX0454
 BX0454  STATE/COUNTY-  LA/CALDWELL
 BX0454  USGS QUAD   -  HOLUM (1988)
 BX0454
 BX0454                         *CURRENT SURVEY CONTROL
 BX0454  ___________________________________________________________________
 BX0454* NAD 83(1986)-  31 56 52.     (N)    092 01 36.     (W)     SCALED    
 BX0454* NAVD 88     -        62.17   (+/-2cm)     204.0    (feet)  VERTCON   
 BX0454  ___________________________________________________________________
 BX0454  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0454
 BX0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0454
 BX0454.The horizontal coordinates were scaled from a topographic map and have
 BX0454.an estimated accuracy of +/- 6 seconds.
 BX0454
 BX0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0454.The vertical order pertains to the NGVD 29 superseded value.
 BX0454
 BX0454.The geoid height was determined by GEOID03.
 BX0454
 BX0454;                    North         East    Units  Estimated Accuracy
 BX0454;SPC LA N     -   160,620.    1,044,750.      MT  (+/- 180 meters Scaled)
 BX0454
 BX0454                          SUPERSEDED SURVEY CONTROL
 BX0454
 BX0454  NGVD 29 (??/??/??)   62.176  (m)          203.99   (f) ADJUSTED    2 0
 BX0454
 BX0454.Superseded values are not recommended for survey control.
 BX0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0454.See file dsdata.txt to determine how the superseded data were derived.
 BX0454
 BX0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR919350(NAD 83)
 BX0454_MARKER: DB = BENCH MARK DISK
 BX0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0454_STAMPING: S 130 1950
 BX0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0454+STABILITY: SURFACE MOTION
 BX0454
 BX0454  HISTORY     - Date     Condition        Report By
 BX0454  HISTORY     - 1950     MONUMENTED       CGS
 BX0454
 BX0454                          STATION DESCRIPTION
 BX0454
 BX0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0454'5.55 MI NW FROM ROSEFIELD.
 BX0454'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0454'ROSEFIELD, THENCE 0.55 MILE EAST ALONG A DIRT ROAD.  174 FEET
 BX0454'SOUTHWEST OF A BRIDGE OVER A SMALL CREEK, 39 FEET SOUTH OF THE CENTER
 BX0454'LINE OF THE ROAD, 13 FEET SOUTH OF A 16 INCH TRIANGULAR BLAZED PINE
 BX0454'TREE, 24 FEET EAST OF AN 18 INCH TRIANGULAR BLAZED OAK TREE, 2.0 FEET
 BX0454'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0454'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0401 ***********************************************************************
 BX0401  DESIGNATION -  S 131
 BX0401  PID         -  BX0401
 BX0401  STATE/COUNTY-  LA/LA SALLE
 BX0401  USGS QUAD   -  NICKEL (1984)
 BX0401
 BX0401                         *CURRENT SURVEY CONTROL
 BX0401  ___________________________________________________________________
 BX0401* NAD 83(1986)-  31 51 03.     (N)    092 07 28.     (W)     SCALED    
 BX0401* NAVD 88     -        64.17   (+/-2cm)     210.5    (feet)  VERTCON   
 BX0401  ___________________________________________________________________
 BX0401  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0401
 BX0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0401
 BX0401.The horizontal coordinates were scaled from a topographic map and have
 BX0401.an estimated accuracy of +/- 6 seconds.
 BX0401
 BX0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0401.The vertical order pertains to the NGVD 29 superseded value.
 BX0401
 BX0401.The geoid height was determined by GEOID03.
 BX0401
 BX0401;                    North         East    Units  Estimated Accuracy
 BX0401;SPC LA N     -   149,840.    1,035,540.      MT  (+/- 180 meters Scaled)
 BX0401
 BX0401                          SUPERSEDED SURVEY CONTROL
 BX0401
 BX0401  NGVD 29 (??/??/??)   64.175  (m)          210.55   (f) ADJUSTED    2 0
 BX0401
 BX0401.Superseded values are not recommended for survey control.
 BX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0401.See file dsdata.txt to determine how the superseded data were derived.
 BX0401
 BX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR828242(NAD 83)
 BX0401_MARKER: DB = BENCH MARK DISK
 BX0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0401_STAMPING: S 131 1950
 BX0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0401+STABILITY: SURFACE MOTION
 BX0401
 BX0401  HISTORY     - Date     Condition        Report By
 BX0401  HISTORY     - 1950     MONUMENTED       CGS
 BX0401
 BX0401                          STATION DESCRIPTION
 BX0401
 BX0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0401'11.85 MI SE FROM OLLA.
 BX0401'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0401'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0401'SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A GRAVELED
 BX0401'ROAD, THENCE 0.65 MILE SOUTHEAST ALONG AN ABANDONED ROAD, THENCE 1.5
 BX0401'MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 0.7 MILES SOUTHWEST ALONG A
 BX0401'DIRT ROAD.  31 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET
 BX0401'NORTHEAST OF THE EXTENDED CENTER LINE OF A WOODS ROAD LEADING
 BX0401'NORTHWEST, 21 FEET SOUTHEAST OF A 12 INCH TRIANGULAR BLAZED PINE TREE,
 BX0401'19 FEET EAST OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 6 FEET SOUTH OF
 BX0401'A 12 INCH TRIANGULAR BLAZED PINE TREE, 2 FEET NORTHWEST OF A WITNESS
 BX0401'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BX0401'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1754 ***********************************************************************
 BW1754  DESIGNATION -  S 132
 BW1754  PID         -  BW1754
 BW1754  STATE/COUNTY-  LA/CATAHOULA
 BW1754  USGS QUAD   -  MANIFEST (1983)
 BW1754
 BW1754                         *CURRENT SURVEY CONTROL
 BW1754  ___________________________________________________________________
 BW1754* NAD 83(1986)-  31 44 26.     (N)    091 56 24.     (W)     SCALED    
 BW1754* NAVD 88     -        54.36   (+/-2cm)     178.3    (feet)  VERTCON   
 BW1754  ___________________________________________________________________
 BW1754  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BW1754
 BW1754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1754
 BW1754.The horizontal coordinates were scaled from a topographic map and have
 BW1754.an estimated accuracy of +/- 6 seconds.
 BW1754
 BW1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1754.The vertical order pertains to the NGVD 29 superseded value.
 BW1754
 BW1754.The geoid height was determined by GEOID03.
 BW1754
 BW1754;                    North         East    Units  Estimated Accuracy
 BW1754;SPC LA N     -   137,680.    1,053,060.      MT  (+/- 180 meters Scaled)
 BW1754
 BW1754                          SUPERSEDED SURVEY CONTROL
 BW1754
 BW1754  NGVD 29 (??/??/92)   54.358  (m)          178.34   (f) ADJ UNCH    2 0
 BW1754
 BW1754.Superseded values are not recommended for survey control.
 BW1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1754.See file dsdata.txt to determine how the superseded data were derived.
 BW1754
 BW1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR004121(NAD 83)
 BW1754_MARKER: DB = BENCH MARK DISK
 BW1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1754_STAMPING: S 132 1950
 BW1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1754+STABILITY: SURFACE MOTION
 BW1754
 BW1754  HISTORY     - Date     Condition        Report By
 BW1754  HISTORY     - 1950     MONUMENTED       CGS
 BW1754  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1754
 BW1754                          STATION DESCRIPTION
 BW1754
 BW1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1754'2.9 MI NE FROM MANIFEST.
 BW1754'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BW1754'MANIFEST, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 259, THENCE 0.8
 BW1754'MILE NORTHEAST ALONG A GRAVELED ROAD.  AT A ROAD JUNCTION, 41 FEET
 BW1754'SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD, 40
 BW1754'FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 46 FEET NORTHEAST OF
 BW1754'THE CENTER LINE OF A ROAD LEADING TO THE WEBB OIL FIELD, 1.3 FEET
 BW1754'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1754'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BW1754
 BW1754                          STATION RECOVERY (1979)
 BW1754
 BW1754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0376 ***********************************************************************
 BX0376  DESIGNATION -  S 137
 BX0376  PID         -  BX0376
 BX0376  STATE/COUNTY-  LA/WINN
 BX0376  USGS QUAD   -  OLLA WEST (1984)
 BX0376
 BX0376                         *CURRENT SURVEY CONTROL
 BX0376  ___________________________________________________________________
 BX0376* NAD 83(1986)-  31 59 36.     (N)    092 18 54.     (W)     SCALED    
 BX0376* NAVD 88     -        46.86   (+/-2cm)     153.7    (feet)  VERTCON   
 BX0376  ___________________________________________________________________
 BX0376  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BX0376
 BX0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0376
 BX0376.The horizontal coordinates were scaled from a topographic map and have
 BX0376.an estimated accuracy of +/- 6 seconds.
 BX0376
 BX0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0376.The vertical order pertains to the NGVD 29 superseded value.
 BX0376
 BX0376.The geoid height was determined by GEOID03.
 BX0376
 BX0376;                    North         East    Units  Estimated Accuracy
 BX0376;SPC LA N     -   165,590.    1,017,480.      MT  (+/- 180 meters Scaled)
 BX0376
 BX0376                          SUPERSEDED SURVEY CONTROL
 BX0376
 BX0376  NGVD 29 (??/??/??)   46.882  (m)          153.81   (f) ADJUSTED    2 0
 BX0376
 BX0376.Superseded values are not recommended for survey control.
 BX0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0376.See file dsdata.txt to determine how the superseded data were derived.
 BX0376
 BX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR647399(NAD 83)
 BX0376_MARKER: DB = BENCH MARK DISK
 BX0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0376_STAMPING: S 137 1950
 BX0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0376+STABILITY: SURFACE MOTION
 BX0376
 BX0376  HISTORY     - Date     Condition        Report By
 BX0376  HISTORY     - 1950     MONUMENTED       CGS
 BX0376  HISTORY     - 1961     GOOD             CGS
 BX0376
 BX0376                          STATION DESCRIPTION
 BX0376
 BX0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0376'8.85 MI NW FROM OLLA.
 BX0376'LOCATED 8.85 MILES NORTHWEST ALONG STATE HIGHWAY 127 FROM THE MISSOURI
 BX0376'PACIFIC RAILROAD STATION AT OLLA, AT THE SUMMIT OF A HILL, AT THE
 BX0376'JUNCTION WITH A WOODS ROAD LEADING SOUTHEAST AND THEN TURNS SOUTHWEST,
 BX0376'0.3 MILE NORTHWEST OF THE WINN-CALWELL PARISH LINE, 59 FEET SOUTHWEST
 BX0376'OF THE CENTER OF STATE HIGHWAY 127, 15 FEET SOUTHWEST OF THE WOODS
 BX0376'ROAD, 7 FEET SOUTH OF A TRIANGULAR BLAZED 18-INCH PINE TREE, 7 FEET
 BX0376'NORTH OF AN 18-INCH TRIANGULAR BLAZED OAK TREE, AND 1 FOOT SOUTHWEST
 BX0376'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, SET IN THE TOP OF A
 BX0376'12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS STAMPED S 137
 BX0376'1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1719 ***********************************************************************
 BW1719  DESIGNATION -  S 138
 BW1719  PID         -  BW1719
 BW1719  STATE/COUNTY-  LA/CATAHOULA
 BW1719  USGS QUAD   -  MANIFEST (1983)
 BW1719
 BW1719                         *CURRENT SURVEY CONTROL
 BW1719  ___________________________________________________________________
 BW1719* NAD 83(1986)-  31 42 36.     (N)    091 57 44.     (W)     SCALED    
 BW1719* NAVD 88     -        24.36   (+/-2cm)      79.9    (feet)  VERTCON   
 BW1719  ___________________________________________________________________
 BW1719  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BW1719
 BW1719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1719
 BW1719.The horizontal coordinates were scaled from a topographic map and have
 BW1719.an estimated accuracy of +/- 6 seconds.
 BW1719
 BW1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1719.The vertical order pertains to the NGVD 29 superseded value.
 BW1719
 BW1719.The geoid height was determined by GEOID03.
 BW1719
 BW1719;                    North         East    Units  Estimated Accuracy
 BW1719;SPC LA N     -   134,290.    1,050,970.      MT  (+/- 180 meters Scaled)
 BW1719
 BW1719                          SUPERSEDED SURVEY CONTROL
 BW1719
 BW1719  NGVD 29 (??/??/92)   24.353  (m)           79.90   (f) ADJ UNCH    2 0
 BW1719
 BW1719.Superseded values are not recommended for survey control.
 BW1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1719.See file dsdata.txt to determine how the superseded data were derived.
 BW1719
 BW1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR983087(NAD 83)
 BW1719_MARKER: DB = BENCH MARK DISK
 BW1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1719_STAMPING: S 138 1950
 BW1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1719+STABILITY: SURFACE MOTION
 BW1719
 BW1719  HISTORY     - Date     Condition        Report By
 BW1719  HISTORY     - 1950     MONUMENTED       CGS
 BW1719  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1719
 BW1719                          STATION DESCRIPTION
 BW1719
 BW1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1719'IN MANIFEST.
 BW1719'AT MANIFEST, ON THE OUTSIDE OF A CURVE IN STATE HIGHWAY 19, 96 FEET
 BW1719'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 19, 66 FEET SOUTHWEST OF
 BW1719'THE SOUTHWEST CORNER OF THE PISGAH BAPTIST CHURCH, 76 FEET NORTHEAST
 BW1719'OF THE SOUTHEAST CORNER OF THE STORE AND POST OFFICE, 1.0 FOOT EAST OF
 BW1719'A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BW1719'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BW1719
 BW1719                          STATION RECOVERY (1979)
 BW1719
 BW1719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1719'THE PARKING LOT FOR THE CHURCH HAS BEEN PAVED. MEASURMENTS SHOW MARK
 BW1719'TO BE IN THE EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0819 ***********************************************************************
 CQ0819  DESIGNATION -  S 139
 CQ0819  PID         -  CQ0819
 CQ0819  STATE/COUNTY-  LA/CALDWELL
 CQ0819  USGS QUAD   -  BLANKSTON (1989)
 CQ0819
 CQ0819                         *CURRENT SURVEY CONTROL
 CQ0819  ___________________________________________________________________
 CQ0819* NAD 83(1986)-  32 08 07.     (N)    092 09 41.     (W)     SCALED    
 CQ0819* NAVD 88     -        67.83   (+/-2cm)     222.5    (feet)  VERTCON   
 CQ0819  ___________________________________________________________________
 CQ0819  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ0819
 CQ0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0819
 CQ0819.The horizontal coordinates were scaled from a topographic map and have
 CQ0819.an estimated accuracy of +/- 6 seconds.
 CQ0819
 CQ0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0819.The vertical order pertains to the NGVD 29 superseded value.
 CQ0819
 CQ0819.The geoid height was determined by GEOID03.
 CQ0819
 CQ0819;                    North         East    Units  Estimated Accuracy
 CQ0819;SPC LA N     -   181,360.    1,031,950.      MT  (+/- 180 meters Scaled)
 CQ0819
 CQ0819                          SUPERSEDED SURVEY CONTROL
 CQ0819
 CQ0819  NGVD 29 (??/??/??)   67.854  (m)          222.62   (f) ADJUSTED    2 0
 CQ0819
 CQ0819.Superseded values are not recommended for survey control.
 CQ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0819.See file dsdata.txt to determine how the superseded data were derived.
 CQ0819
 CQ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR790557(NAD 83)
 CQ0819_MARKER: DB = BENCH MARK DISK
 CQ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0819_STAMPING: S 139 1950
 CQ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0819+STABILITY: SURFACE MOTION
 CQ0819
 CQ0819  HISTORY     - Date     Condition        Report By
 CQ0819  HISTORY     - 1950     MONUMENTED       CGS
 CQ0819  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0819
 CQ0819                          STATION DESCRIPTION
 CQ0819
 CQ0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0819'2.4 MI E FROM MOUNT PLEASANT.
 CQ0819'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE MOUNT PLEASANT
 CQ0819'CHURCH AT MOUNT PLEASANT, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY
 CQ0819'1636.  AT A T ROAD JUNCTION, 300 FEET SOUTHWEST OF THE TOP OF A HILL,
 CQ0819'52 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTHEAST
 CQ0819'OF THE CENTER LINE OF A SIDE ROAD LEADING NORTHWEST, 11 FEET NORTHEAST
 CQ0819'OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 1.7 FEET WEST OF A WITNESS
 CQ0819'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CQ0819'THE GROUND.
 CQ0819
 CQ0819                          STATION RECOVERY (1986)
 CQ0819
 CQ0819'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1723 ***********************************************************************
 CQ1723  DESIGNATION -  S 140
 CQ1723  PID         -  CQ1723
 CQ1723  STATE/COUNTY-  LA/DE SOTO
 CQ1723  USGS QUAD   -  KEATCHIE (1972)
 CQ1723
 CQ1723                         *CURRENT SURVEY CONTROL
 CQ1723  ___________________________________________________________________
 CQ1723* NAD 83(1986)-  32 11 21.     (N)    093 54 15.     (W)     SCALED    
 CQ1723* NAVD 88     -        99.87   (+/-2cm)     327.7    (feet)  VERTCON   
 CQ1723  ___________________________________________________________________
 CQ1723  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1723
 CQ1723  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1723
 CQ1723.The horizontal coordinates were scaled from a topographic map and have
 CQ1723.an estimated accuracy of +/- 6 seconds.
 CQ1723
 CQ1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1723.The vertical order pertains to the NGVD 29 superseded value.
 CQ1723
 CQ1723.The geoid height was determined by GEOID03.
 CQ1723
 CQ1723;                    North         East    Units  Estimated Accuracy
 CQ1723;SPC LA N     -   188,150.      867,600.      MT  (+/- 180 meters Scaled)
 CQ1723
 CQ1723                          SUPERSEDED SURVEY CONTROL
 CQ1723
 CQ1723  NGVD 29 (??/??/??)   99.931  (m)          327.86   (f) ADJUSTED    1 2
 CQ1723
 CQ1723.Superseded values are not recommended for survey control.
 CQ1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1723.See file dsdata.txt to determine how the superseded data were derived.
 CQ1723
 CQ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR147617(NAD 83)
 CQ1723_MARKER: DB = BENCH MARK DISK
 CQ1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1723_STAMPING: S 140 1952
 CQ1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1723+STABILITY: SURFACE MOTION
 CQ1723
 CQ1723  HISTORY     - Date     Condition        Report By
 CQ1723  HISTORY     - 1952     MONUMENTED       CGS
 CQ1723  HISTORY     - 1972     MARK NOT FOUND   USGS
 CQ1723  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1723  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1723  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ1723
 CQ1723                          STATION DESCRIPTION
 CQ1723
 CQ1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1723'0.5 MI NW FROM KEATCHIE.
 CQ1723'0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE TEXAS AND NEW
 CQ1723'ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 0.1 MILE NORTHEAST ALONG
 CQ1723'A GRAVELED ROAD, 43 FEET NORTH OF THE NORTHEAST CORNER OF A COTTON GIN
 CQ1723'LOADING PLATFORM, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2
 CQ1723'FEET SOUTHEAST OF A FENCE CORNER, 3 FEET WEST OF A WITNESS POST, SET
 CQ1723'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CQ1723'GROUND.
 CQ1723
 CQ1723                          STATION RECOVERY (1972)
 CQ1723
 CQ1723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CQ1723'MARK NOT FOUND.
 CQ1723
 CQ1723                          STATION RECOVERY (1979)
 CQ1723
 CQ1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1723'MARK NOT FOUND.
 CQ1723
 CQ1723                          STATION RECOVERY (1987)
 CQ1723
 CQ1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1723'MARK NOT FOUND.
 CQ1723
 CQ1723                          STATION RECOVERY (1996)
 CQ1723
 CQ1723'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1773 ***********************************************************************
 CQ1773  DESIGNATION -  S 143
 CQ1773  PID         -  CQ1773
 CQ1773  STATE/COUNTY-  LA/CADDO
 CQ1773  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1773
 CQ1773                         *CURRENT SURVEY CONTROL
 CQ1773  ___________________________________________________________________
 CQ1773* NAD 83(1986)-  32 27 22.     (N)    093 49 37.     (W)     SCALED    
 CQ1773* NAVD 88     -        76.935  (meters)     252.41   (feet)  ADJUSTED  
 CQ1773  ___________________________________________________________________
 CQ1773  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1773  DYNAMIC HT  -          76.848 (meters)     252.13  (feet)  COMP
 CQ1773  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 CQ1773
 CQ1773  VERT ORDER  -  FIRST     CLASS II
 CQ1773
 CQ1773.The horizontal coordinates were scaled from a topographic map and have
 CQ1773.an estimated accuracy of +/- 6 seconds.
 CQ1773
 CQ1773.The orthometric height was determined by differential leveling
 CQ1773.and adjusted by the National Geodetic Survey in June 1991..
 CQ1773
 CQ1773.The geoid height was determined by GEOID03.
 CQ1773
 CQ1773.The dynamic height is computed by dividing the NAVD 88
 CQ1773.geopotential number by the normal gravity value computed on the
 CQ1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1773.degrees latitude (g = 980.6199 gals.).
 CQ1773
 CQ1773.The modeled gravity was interpolated from observed gravity values.
 CQ1773
 CQ1773;                    North         East    Units  Estimated Accuracy
 CQ1773;SPC LA N     -   217,650.      875,250.      MT  (+/- 180 meters Scaled)
 CQ1773
 CQ1773                          SUPERSEDED SURVEY CONTROL
 CQ1773
 CQ1773  NGVD 29 (??/??/??)   77.009  (m)          252.65   (f) ADJUSTED    1 2
 CQ1773
 CQ1773.Superseded values are not recommended for survey control.
 CQ1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1773.See file dsdata.txt to determine how the superseded data were derived.
 CQ1773
 CQ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR222912(NAD 83)
 CQ1773_MARKER: DB = BENCH MARK DISK
 CQ1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1773_STAMPING: S 143 1954
 CQ1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1773+STABILITY: SURFACE MOTION
 CQ1773
 CQ1773  HISTORY     - Date     Condition        Report By
 CQ1773  HISTORY     - 1955     MONUMENTED       CGS
 CQ1773  HISTORY     - 1968     GOOD             CGS
 CQ1773  HISTORY     - 1985     GOOD             USPSQD
 CQ1773  HISTORY     - 1990     GOOD             USPSQD
 CQ1773  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1773
 CQ1773                          STATION DESCRIPTION
 CQ1773
 CQ1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CQ1773'IN SHREVEPORT.
 CQ1773'THE MARK MAY BE REACHED FROM THE DOWNTOWN SHREVEPORT POST OFFICE ON
 CQ1773'TEXAS (U.S. 79-80) BY GOING SOUTHWEST ON TEXAS 0.2 MILE, THENCE
 CQ1773'SOUTHEAST ON COMMON 0.4 MILE TO INTERSTATE ROUTE 20, THENCE
 CQ1773'SOUTHWESTERLY ON I-20 5.8 MILES TO THE AIRPORT-MONKHOUSE DR. EXIT,
 CQ1773'THENCE SOUTH ON MONKHOUSE DR. 0.1 MILE TO THE DRIVEWAY LEADING TO THE
 CQ1773'GREATER SHREVEPORT MUNICIPAL AIRPORT.  THE STATION IS 37 FEET EAST OF
 CQ1773'THE CENTERLINE OF THE DRIVE LEADING TO THE AIRPORT, 35 FEET WEST OF
 CQ1773'THE CENTERLINE OF THE DRIVE LEADING NORTH, 29 FEET SOUTH OF THE SOUTH
 CQ1773'END OF A BRICK WALL (SIGN), AND 2 FEET NORTH OF A HEDGE.  THE STATION
 CQ1773'IS MARKED WITH A STANDARD USC AND GS BENCH MARK DISK, STAMPED S 143
 CQ1773'1954, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 CQ1773
 CQ1773                          STATION RECOVERY (1985)
 CQ1773
 CQ1773'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1773'RECOVERED IN GOOD CONDITION.
 CQ1773
 CQ1773                          STATION RECOVERY (1990)
 CQ1773
 CQ1773'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1773'RECOVERED IN GOOD CONDITION.
 CQ1773
 CQ1773                          STATION RECOVERY (1999)
 CQ1773
 CQ1773'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1035 ***********************************************************************
 BK1035  DESIGNATION -  S 15
 BK1035  PID         -  BK1035
 BK1035  STATE/COUNTY-  LA/RAPIDES
 BK1035  USGS QUAD   -  GLENMORA (1972)
 BK1035
 BK1035                         *CURRENT SURVEY CONTROL
 BK1035  ___________________________________________________________________
 BK1035* NAD 83(1986)-  30 59 06.     (N)    092 34 40.     (W)     SCALED    
 BK1035* NAVD 88     -        36.659  (meters)     120.27   (feet)  ADJUSTED  
 BK1035  ___________________________________________________________________
 BK1035  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BK1035  DYNAMIC HT  -          36.613 (meters)     120.12  (feet)  COMP
 BK1035  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 BK1035
 BK1035  VERT ORDER  -  FIRST     CLASS I
 BK1035
 BK1035.The horizontal coordinates were scaled from a topographic map and have
 BK1035.an estimated accuracy of +/- 6 seconds.
 BK1035
 BK1035.The orthometric height was determined by differential leveling
 BK1035.and adjusted by the National Geodetic Survey in February 1994..
 BK1035
 BK1035.The geoid height was determined by GEOID03.
 BK1035
 BK1035.The dynamic height is computed by dividing the NAVD 88
 BK1035.geopotential number by the normal gravity value computed on the
 BK1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1035.degrees latitude (g = 980.6199 gals.).
 BK1035
 BK1035.The modeled gravity was interpolated from observed gravity values.
 BK1035
 BK1035;                    North         East    Units  Estimated Accuracy
 BK1035;SPC LA N     -    53,780.      992,570.      MT  (+/- 180 meters Scaled)
 BK1035
 BK1035                          SUPERSEDED SURVEY CONTROL
 BK1035
 BK1035  NAVD 88 (06/15/91)   36.653  (m)          120.25   (f) UNKNOWN     1 1
 BK1035  NGVD 29 (??/??/??)   36.639  (m)          120.21   (f) ADJUSTED    1 1
 BK1035
 BK1035.Superseded values are not recommended for survey control.
 BK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1035.See file dsdata.txt to determine how the superseded data were derived.
 BK1035
 BK1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ403280(NAD 83)
 BK1035_MARKER: DB = BENCH MARK DISK
 BK1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1035_SP_SET: CULVERT
 BK1035_STAMPING: S 15 1934
 BK1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1035
 BK1035  HISTORY     - Date     Condition        Report By
 BK1035  HISTORY     - 1934     MONUMENTED       CGS
 BK1035  HISTORY     - 1973     GOOD             LADTD
 BK1035  HISTORY     - 1981     GOOD             LADTD
 BK1035  HISTORY     - 19990424 GOOD             USPSQD
 BK1035
 BK1035                          STATION DESCRIPTION
 BK1035
 BK1035'DESCRIBED BY LA TRANSP AND DEV 1973
 BK1035'0.70 MI N FROM GLENMORA.
 BK1035'LOCATED ABOUT 0.75 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 497 FROM
 BK1035'THE POST OFFICE AT GLENMORA.  0.70 MILES NORTH OF B.M. T 15 1934, IN
 BK1035'THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A DOUBLE BARREL 10X10
 BK1035'FOOT CONCRETE BOX CULVERT, 32 FEET NORTHWEST OF WEST HANDRAIL OF
 BK1035'BRIDGE.  43 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 497.
 BK1035'SET FLUSH WITH THE TOP OF THE HEADWALL.  A STEEL WITNESS POST IS SET
 BK1035'10 FEET WEST OF THE MARK.
 BK1035
 BK1035                          STATION RECOVERY (1981)
 BK1035
 BK1035'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1035'RECOVERED IN GOOD CONDITION.
 BK1035
 BK1035                          STATION RECOVERY (1999)
 BK1035
 BK1035'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1892 ***********************************************************************
 CQ1892  DESIGNATION -  S 177
 CQ1892  PID         -  CQ1892
 CQ1892  STATE/COUNTY-  LA/BOSSIER
 CQ1892  USGS QUAD   -  HUGHES (1981)
 CQ1892
 CQ1892                         *CURRENT SURVEY CONTROL
 CQ1892  ___________________________________________________________________
 CQ1892* NAD 83(1986)-  32 50 10.     (N)    093 41 54.     (W)     SCALED    
 CQ1892* NAVD 88     -        65.240  (meters)     214.04   (feet)  ADJUSTED  
 CQ1892  ___________________________________________________________________
 CQ1892  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CQ1892  DYNAMIC HT  -          65.168 (meters)     213.81  (feet)  COMP
 CQ1892  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CQ1892
 CQ1892  VERT ORDER  -  FIRST     CLASS II
 CQ1892
 CQ1892.The horizontal coordinates were scaled from a topographic map and have
 CQ1892.an estimated accuracy of +/- 6 seconds.
 CQ1892
 CQ1892.The orthometric height was determined by differential leveling
 CQ1892.and adjusted by the National Geodetic Survey in June 1991..
 CQ1892
 CQ1892.The geoid height was determined by GEOID03.
 CQ1892
 CQ1892.The dynamic height is computed by dividing the NAVD 88
 CQ1892.geopotential number by the normal gravity value computed on the
 CQ1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1892.degrees latitude (g = 980.6199 gals.).
 CQ1892
 CQ1892.The modeled gravity was interpolated from observed gravity values.
 CQ1892
 CQ1892;                    North         East    Units  Estimated Accuracy
 CQ1892;SPC LA N     -   259,650.      887,800.      MT  (+/- 180 meters Scaled)
 CQ1892
 CQ1892                          SUPERSEDED SURVEY CONTROL
 CQ1892
 CQ1892  NGVD 29 (??/??/??)   65.312  (m)          214.28   (f) ADJUSTED    1 2
 CQ1892
 CQ1892.Superseded values are not recommended for survey control.
 CQ1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1892.See file dsdata.txt to determine how the superseded data were derived.
 CQ1892
 CQ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS346333(NAD 83)
 CQ1892_MARKER: DB = BENCH MARK DISK
 CQ1892_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1892_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1892_STAMPING: S 177 1960
 CQ1892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1892
 CQ1892  HISTORY     - Date     Condition        Report By
 CQ1892  HISTORY     - 1961     MONUMENTED       CGS
 CQ1892  HISTORY     - 1969     GOOD             LADH
 CQ1892
 CQ1892                          STATION DESCRIPTION
 CQ1892
 CQ1892'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1892'4.8 MI S FROM PLAIN DEALING.
 CQ1892'4.8 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1892'PLAIN DEALING, 68 FEET EAST AND ACROSS TRACK FROM MILEPOST 427, 45
 CQ1892'FEET EAST OF EAST RAIL, 1 FOOT WEST OF A FENCE, 1.0 FEET EAST OF A
 CQ1892'METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, A DISK WELDED ON TOP OF
 CQ1892'AN IRON PIPE PROJECTING 4 INCHES.  SEC 3, T 21N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1526 ***********************************************************************
 BJ1526  TIDAL BM    -  This is a Tidal Bench Mark.
 BJ1526  DESIGNATION -  S 178
 BJ1526  PID         -  BJ1526
 BJ1526  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1526  USGS QUAD   -  MANCHAC (1979)
 BJ1526
 BJ1526                         *CURRENT SURVEY CONTROL
 BJ1526  ___________________________________________________________________
 BJ1526* NAD 83(1986)-  30 16 58.     (N)    090 23 57.     (W)     SCALED    
 BJ1526* NAVD 88     -         2.844  (meters)       9.33   (feet)  READJUSTED
 BJ1526  ___________________________________________________________________
 BJ1526  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ1526  DYNAMIC HT  -           2.840 (meters)       9.32  (feet)  COMP
 BJ1526  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BJ1526
 BJ1526  VERT ORDER  -  ?
 BJ1526
 BJ1526.The horizontal coordinates were scaled from a topographic map and have
 BJ1526.an estimated accuracy of +/- 6 seconds.
 BJ1526
 BJ1526.The orthometric height was determined by differential leveling
 BJ1526.and adjusted by the National Geodetic Survey in June 1991..
 BJ1526.The height was derived from older observations constrained to new
 BJ1526.heights in a crustal motion area.  The height is approximate in
 BJ1526.relation to other heights in its vicinity.
 BJ1526
 BJ1526.This Tidal Bench Mark is designated as VM 11371
 BJ1526.by the Center for Operational Oceanographic Products and Services.
 BJ1526
 BJ1526.The geoid height was determined by GEOID03.
 BJ1526
 BJ1526.The dynamic height is computed by dividing the NAVD 88
 BJ1526.geopotential number by the normal gravity value computed on the
 BJ1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1526.degrees latitude (g = 980.6199 gals.).
 BJ1526
 BJ1526.The modeled gravity was interpolated from observed gravity values.
 BJ1526
 BJ1526;                    North         East    Units  Estimated Accuracy
 BJ1526;SPC LA S     -   197,980.    1,089,870.      MT  (+/- 180 meters Scaled)
 BJ1526
 BJ1526                          SUPERSEDED SURVEY CONTROL
 BJ1526
 BJ1526  NGVD 29 (??/??/??)    2.830  (m)            9.28   (f) ADJUSTED    1 1
 BJ1526
 BJ1526.Superseded values are not recommended for survey control.
 BJ1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1526.See file dsdata.txt to determine how the superseded data were derived.
 BJ1526
 BJ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP501529(NAD 83)
 BJ1526_MARKER: DB = BENCH MARK DISK
 BJ1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1526_SP_SET: FOUNDATION
 BJ1526_STAMPING: S 178 1959
 BJ1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1526
 BJ1526  HISTORY     - Date     Condition        Report By
 BJ1526  HISTORY     - 1959     MONUMENTED       CGS
 BJ1526  HISTORY     - 1969     GOOD             CGS
 BJ1526  HISTORY     - 1978     GOOD             USE
 BJ1526  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1526  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1526
 BJ1526                          STATION DESCRIPTION
 BJ1526
 BJ1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1526'IN MANCHAC.
 BJ1526'AT MANCHAC, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 92 YARDS SOUTH
 BJ1526'OF THE SOUTH END OF THE RAILROAD BRIDGE OVER PASS MANCHAC, 27 FEET
 BJ1526'NORTH OF MILEPOST 875, 8 FEET WEST OF THE WEST RAIL AND SET ON THE TOP
 BJ1526'OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR AN ABANDONED
 BJ1526'SIGNAL BASE AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.  T 9S, R 8E.
 BJ1526
 BJ1526                          STATION RECOVERY (1978)
 BJ1526
 BJ1526'RECOVERY NOTE BY US ENGINEERS 1978
 BJ1526'RECOVERED IN GOOD CONDITION.
 BJ1526
 BJ1526                          STATION RECOVERY (1986)
 BJ1526
 BJ1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1526'NOT RECOVERED, NO ABANDONED SIGNAL BASE WAS FOUND AT THE DESCRIBED
 BJ1526'LOCATION, CONSIDER DESTROYED.
 BJ1526
 BJ1526                          STATION RECOVERY (1992)
 BJ1526
 BJ1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1526'THE SIGNAL AND FOUNDATION HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1771 ***********************************************************************
 BJ1771  DESIGNATION -  S 179
 BJ1771  PID         -  BJ1771
 BJ1771  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1771  USGS QUAD   -  ROSELAND (1981)
 BJ1771
 BJ1771                         *CURRENT SURVEY CONTROL
 BJ1771  ___________________________________________________________________
 BJ1771* NAD 83(1986)-  30 48 41.     (N)    090 30 37.     (W)     SCALED    
 BJ1771* NAVD 88     -        45.148  (meters)     148.12   (feet)  ADJUSTED  
 BJ1771  ___________________________________________________________________
 BJ1771  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1771  DYNAMIC HT  -          45.090 (meters)     147.93  (feet)  COMP
 BJ1771  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ1771
 BJ1771  VERT ORDER  -  FIRST     CLASS II
 BJ1771
 BJ1771.The horizontal coordinates were scaled from a topographic map and have
 BJ1771.an estimated accuracy of +/- 6 seconds.
 BJ1771
 BJ1771.The orthometric height was determined by differential leveling
 BJ1771.and adjusted by the National Geodetic Survey in February 1994..
 BJ1771
 BJ1771.The geoid height was determined by GEOID03.
 BJ1771
 BJ1771.The dynamic height is computed by dividing the NAVD 88
 BJ1771.geopotential number by the normal gravity value computed on the
 BJ1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1771.degrees latitude (g = 980.6199 gals.).
 BJ1771
 BJ1771.The modeled gravity was interpolated from observed gravity values.
 BJ1771
 BJ1771;                    North         East    Units  Estimated Accuracy
 BJ1771;SPC LA S     -   256,500.    1,078,760.      MT  (+/- 180 meters Scaled)
 BJ1771
 BJ1771                          SUPERSEDED SURVEY CONTROL
 BJ1771
 BJ1771  NAVD 88 (06/15/91)   45.188  (m)          148.25   (f) UNKNOWN     1 2
 BJ1771  NGVD 29 (??/??/??)   45.171  (m)          148.20   (f) ADJUSTED    1 2
 BJ1771
 BJ1771.Superseded values are not recommended for survey control.
 BJ1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1771.See file dsdata.txt to determine how the superseded data were derived.
 BJ1771
 BJ1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ381113(NAD 83)
 BJ1771_MARKER: DB = BENCH MARK DISK
 BJ1771_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1771_SP_SET: COPPER-CLAD STEEL ROD
 BJ1771_STAMPING: S 179 1959
 BJ1771_MARK LOGO: CGS   
 BJ1771_PROJECTION: PROJECTING 2 CENTIMETERS
 BJ1771_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1771+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1771_ROD/PIPE-DEPTH: 19.5 meters
 BJ1771
 BJ1771  HISTORY     - Date     Condition        Report By
 BJ1771  HISTORY     - 1959     MONUMENTED       CGS
 BJ1771  HISTORY     - 1969     GOOD             CGS
 BJ1771  HISTORY     - 1984     GOOD             LADTD
 BJ1771  HISTORY     - 19920611 GOOD             NGS
 BJ1771
 BJ1771                          STATION DESCRIPTION
 BJ1771
 BJ1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1771'5.8 MI N FROM AMITE.
 BJ1771'ABOUT 5.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1771'STATION AT AMITE, ABOUT 4.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 BJ1771'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 440 AT TANGIPAHOA, 0.8
 BJ1771'MILE SOUTH OF THE STATION SIGN AT FLUKER, 0.3 MILE NORTH OF MILEPOST
 BJ1771'838, 48 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 51, 44 FEET WEST
 BJ1771'OF THE WEST RAIL OF THE WEST TRACK, 1.8 FEET NORTH OF A METAL WITNESS
 BJ1771'POST, ABOUT LEVEL WITH THE HIGHWAY AND THE TRACK AND IS A DISK ON THE
 BJ1771'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL
 BJ1771'OF THE GROUND AND PROTECTED BY A 4 INCH STEEL PIPE WHICH PROJECTS 6
 BJ1771'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 BJ1771'OF 64 FEET.
 BJ1771
 BJ1771                          STATION RECOVERY (1984)
 BJ1771
 BJ1771'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1771'THE MARK IS ABOVE LEVEL WITH HIGHWAY 51.
 BJ1771'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 1.6 KM
 BJ1771'(1 MI) SOUTH ON STATE HIGHWAY 10 AND U.S. HIGHWAY 51 FROM THE POST
 BJ1771'OFFICE IN FLUKER TO THE BENCH MARK ON THE LEFT BETWEEN THE ROAD AND
 BJ1771'RAILROAD, 14.6 METERS (48 FT) EAST OF THE CENTER OF HIGHWAYS 51 AND
 BJ1771'10, 13.4 METERS (44 FT) WEST OF THE WEST RAIL OF WEST RAILROAD TRACK,
 BJ1771'AND 8.8 METERS (29 FT) NORTHEAST OF A POWER POLE WITH TRANSFORMER.
 BJ1771'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 BJ1771
 BJ1771                          STATION RECOVERY (1992)
 BJ1771
 BJ1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1771'0.2 KM (0.10 MI) WESTERLY ALONG MULLBERRY STREET FROM THE POST OFFICE
 BJ1771'IN AMITE, THENCE 9.3 KM (5.75 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BJ1771'15.1 M (49.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.3 M
 BJ1771'(43.6 FT) WEST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL RAILROAD, 8.8
 BJ1771'M (28.9 FT) NORTHEAST OF A UTILITY POLE, AND 0.5 M (1.6 FT) NORTH OF
 BJ1771'A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND
 BJ1771'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  ACCESS TO THE
 BJ1771'MONUMENT IS THROUGH A 6-INCH METAL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0035 ***********************************************************************
 BK0035  DESIGNATION -  S 180
 BK0035  PID         -  BK0035
 BK0035  STATE/COUNTY-  LA/EVANGELINE
 BK0035  USGS QUAD   -  VILLE PLATTE (1983)
 BK0035
 BK0035                         *CURRENT SURVEY CONTROL
 BK0035  ___________________________________________________________________
 BK0035* NAD 83(1986)-  30 39 41.     (N)    092 16 52.     (W)     SCALED    
 BK0035* NAVD 88     -        22.19   (+/-2cm)      72.8    (feet)  VERTCON   
 BK0035  ___________________________________________________________________
 BK0035  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK0035
 BK0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0035
 BK0035.The horizontal coordinates were scaled from a topographic map and have
 BK0035.an estimated accuracy of +/- 6 seconds.
 BK0035
 BK0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0035.The vertical order pertains to the NGVD 29 superseded value.
 BK0035
 BK0035.The geoid height was determined by GEOID03.
 BK0035
 BK0035;                    North         East    Units  Estimated Accuracy
 BK0035;SPC LA S     -   239,960.      909,170.      MT  (+/- 180 meters Scaled)
 BK0035
 BK0035                          SUPERSEDED SURVEY CONTROL
 BK0035
 BK0035  NGVD 29 (??/??/??)   22.160  (m)           72.70   (f) ADJUSTED    2 0
 BK0035
 BK0035.Superseded values are not recommended for survey control.
 BK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0035.See file dsdata.txt to determine how the superseded data were derived.
 BK0035
 BK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP688922(NAD 83)
 BK0035_MARKER: DB = BENCH MARK DISK
 BK0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0035_SP_SET: CULVERT
 BK0035_STAMPING: S 180 1961
 BK0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0035
 BK0035  HISTORY     - Date     Condition        Report By
 BK0035  HISTORY     - 1961     MONUMENTED       CGS
 BK0035
 BK0035                          STATION DESCRIPTION
 BK0035
 BK0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0035'2.15 MI S FROM VILLE PLATTE.
 BK0035'ABOUT 0.25 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0035'STATION AT VILLE PLATTE, THENCE 0.15 MILE EAST ALONG COTTON STREET,
 BK0035'THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 29, AT THE NORTH END OF A
 BK0035'CURVE AND 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BK0035'TOP OF THE WEST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE
 BK0035'HIGHWAY, 66 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 BK0035'HIGHWAY AND A GRADED DIRT ROAD LEADING WEST, 24 FEET SOUTH OF THE
 BK0035'CENTER LINE OF THE DIRT ROAD, 42 FEET NORTH OF A POWER POLE, 4 INCHES
 BK0035'EAST OF A FENCE, ABOUT 2 FEET ABOVE THE GROUND AND ABOUT 1 FOOT ABOVE
 BK0035'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1162 ***********************************************************************
 BX1162  DESIGNATION -  S 181
 BX1162  PID         -  BX1162
 BX1162  STATE/COUNTY-  LA/RAPIDES
 BX1162  USGS QUAD   -  MELDER (1993)
 BX1162
 BX1162                         *CURRENT SURVEY CONTROL
 BX1162  ___________________________________________________________________
 BX1162* NAD 83(1986)-  31 06 18.     (N)    092 38 11.     (W)     SCALED    
 BX1162* NAVD 88     -        53.00   (+/-2cm)     173.9    (feet)  VERTCON   
 BX1162  ___________________________________________________________________
 BX1162  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BX1162
 BX1162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1162
 BX1162.The horizontal coordinates were scaled from a topographic map and have
 BX1162.an estimated accuracy of +/- 6 seconds.
 BX1162
 BX1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1162.The vertical order pertains to the NGVD 29 superseded value.
 BX1162
 BX1162.The geoid height was determined by GEOID03.
 BX1162
 BX1162;                    North         East    Units  Estimated Accuracy
 BX1162;SPC LA N     -    67,090.      986,990.      MT  (+/- 180 meters Scaled)
 BX1162
 BX1162                          SUPERSEDED SURVEY CONTROL
 BX1162
 BX1162  NGVD 29 (??/??/??)   52.996  (m)          173.87   (f) ADJUSTED    2 0
 BX1162
 BX1162.Superseded values are not recommended for survey control.
 BX1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1162.See file dsdata.txt to determine how the superseded data were derived.
 BX1162
 BX1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ346412(NAD 83)
 BX1162_MARKER: DB = BENCH MARK DISK
 BX1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1162_STAMPING: S 181 1961
 BX1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1162+STABILITY: SURFACE MOTION
 BX1162
 BX1162  HISTORY     - Date     Condition        Report By
 BX1162  HISTORY     - 1961     MONUMENTED       CGS
 BX1162  HISTORY     - 19990424 GOOD             USPSQD
 BX1162
 BX1162                          STATION DESCRIPTION
 BX1162
 BX1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1162'8.45 MI E FROM HINESTON.
 BX1162'ABOUT 8.45 MILES EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF THE
 BX1162'HIGHWAY WITH STATE HIGHWAY 28 AT HINESTON, OR 2.2 MILES NORTH ALONG
 BX1162'THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT FOREST HILL, THENCE
 BX1162'7.75 MILES NORTHWEST ALONG STATE HIGHWAY 112, IN SECTION 36, T 2 N, R
 BX1162'2 W, 0.25 MILE SOUTHEAST OF THE J. NEWMAN STORE AT MELDER, 231 FEET
 BX1162'NORTHWEST OF THE NORTHWEST CORNER OF A METHODIST CHURCH, 47 FEET
 BX1162'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET EAST OF THE
 BX1162'CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 156 FEET SOUTHEAST OF
 BX1162'THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE GRAVELED ROAD, 72
 BX1162'FEET NORTHEAST OF AND ACROSS THE GRAVELED ROAD FROM A 30-INCH OAK TREE
 BX1162'IN FRONT OF A HOUSE, 11 1/2 FEET EAST OF A BRACED POWER POLE, 2.0 FEET
 BX1162'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 BX1162'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BX1162
 BX1162                          STATION RECOVERY (1999)
 BX1162
 BX1162'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2016 ***********************************************************************
 BX2016  DESIGNATION -  S 182
 BX2016  PID         -  BX2016
 BX2016  STATE/COUNTY-  LA/VERNON
 BX2016  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2016
 BX2016                         *CURRENT SURVEY CONTROL
 BX2016  ___________________________________________________________________
 BX2016* NAD 83(1986)-  31 11 33.     (N)    093 03 22.     (W)     SCALED    
 BX2016* NAVD 88     -        83.53   (+/-2cm)     274.0    (feet)  VERTCON   
 BX2016  ___________________________________________________________________
 BX2016  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX2016
 BX2016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2016
 BX2016.The horizontal coordinates were scaled from a topographic map and have
 BX2016.an estimated accuracy of +/- 6 seconds.
 BX2016
 BX2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2016.The vertical order pertains to the NGVD 29 superseded value.
 BX2016
 BX2016.The geoid height was determined by GEOID03.
 BX2016
 BX2016;                    North         East    Units  Estimated Accuracy
 BX2016;SPC LA N     -    76,920.      947,000.      MT  (+/- 180 meters Scaled)
 BX2016
 BX2016                          SUPERSEDED SURVEY CONTROL
 BX2016
 BX2016  NGVD 29 (??/??/??)   83.586  (m)          274.23   (f) ADJUSTED    2 0
 BX2016
 BX2016.Superseded values are not recommended for survey control.
 BX2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2016.See file dsdata.txt to determine how the superseded data were derived.
 BX2016
 BX2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ946509(NAD 83)
 BX2016_MARKER: DB = BENCH MARK DISK
 BX2016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2016_SP_SET: CULVERT
 BX2016_STAMPING: S 182 1961
 BX2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2016
 BX2016  HISTORY     - Date     Condition        Report By
 BX2016  HISTORY     - 1961     MONUMENTED       CGS
 BX2016  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2016
 BX2016                          STATION DESCRIPTION
 BX2016
 BX2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2016'4.45 MI E FROM SLAGLE.
 BX2016'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2016'AND STORE AT SLAGLE, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 1214,
 BX2016'IN SECTION 35, T 3 N, R 7 W, 124 FEET SOUTH OF THE CENTER LINE OF THE
 BX2016'HIGHWAY, 43 1/2 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 28,
 BX2016'92 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE TWO HIGHWAYS,
 BX2016'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD
 BX2016'WALL OF A CONCRETE CULVERT UNDER STATE HIGHWAY 28, AND ABOUT 5 FEET
 BX2016'BELOW THE LEVEL OF STATE HIGHWAY 28.
 BX2016
 BX2016                          STATION RECOVERY (1994)
 BX2016
 BX2016'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1201 ***********************************************************************
 BK1201  DESIGNATION -  S 183
 BK1201  PID         -  BK1201
 BK1201  STATE/COUNTY-  LA/VERNON
 BK1201  USGS QUAD   -  PITKIN (1972)
 BK1201
 BK1201                         *CURRENT SURVEY CONTROL
 BK1201  ___________________________________________________________________
 BK1201* NAD 83(1986)-  30 57 17.     (N)    092 58 40.     (W)     SCALED    
 BK1201* NAVD 88     -        55.82   (+/-2cm)     183.1    (feet)  VERTCON   
 BK1201  ___________________________________________________________________
 BK1201  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BK1201
 BK1201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1201
 BK1201.The horizontal coordinates were scaled from a topographic map and have
 BK1201.an estimated accuracy of +/- 6 seconds.
 BK1201
 BK1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1201.The vertical order pertains to the NGVD 29 superseded value.
 BK1201
 BK1201.The geoid height was determined by GEOID03.
 BK1201
 BK1201;                    North         East    Units  Estimated Accuracy
 BK1201;SPC LA N     -    50,520.      954,350.      MT  (+/- 180 meters Scaled)
 BK1201
 BK1201                          SUPERSEDED SURVEY CONTROL
 BK1201
 BK1201  NGVD 29 (??/??/??)   55.879  (m)          183.33   (f) ADJUSTED    2 0
 BK1201
 BK1201.Superseded values are not recommended for survey control.
 BK1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1201.See file dsdata.txt to determine how the superseded data were derived.
 BK1201
 BK1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ021245(NAD 83)
 BK1201_MARKER: DB = BENCH MARK DISK
 BK1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1201_SP_SET: CULVERT
 BK1201_STAMPING: S 183 1961
 BK1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1201
 BK1201  HISTORY     - Date     Condition        Report By
 BK1201  HISTORY     - 1961     MONUMENTED       CGS
 BK1201  HISTORY     - 1972     GOOD             LADTD
 BK1201  HISTORY     - 20010331 GOOD             NGS
 BK1201
 BK1201                          STATION DESCRIPTION
 BK1201
 BK1201'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1201'3.0 MI NW FROM PITKIN.
 BK1201'LOCATED ABOUT 3.0 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 10 FROM THE
 BK1201'POSTR OFFICE AT PITKIN.  0.9 MILES NORTHWEST OF B.M. T 183.  1.1 MILES
 BK1201'NORTHWEST OF A BRIDGE NO. 066-03-0448-1.  0.7 MILES NORTHWEST OF AN
 BK1201'OLD ROLLER RINK ON THE NORTH SIDE OF LOUISIANA HIGHWAY 10. 19.5 FEET
 BK1201'SOUTHWEST OF THE CENTER OF LOUISIANA HIGHWAY 10.  21 FEET NORTHEAST OF
 BK1201'A COMBINATION MESH AND BARB WIRE FENCE.  IN THE EAST END OF THE SOUTH
 BK1201'HEADWALL OF A CROSS-DRAIN PIPE UNDER LOUISIANA HIGHWAY 10. A STEEL
 BK1201'WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BK1201
 BK1201                          STATION RECOVERY (2001)
 BK1201
 BK1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1201'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0520 ***********************************************************************
 AU0520  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0520  DESIGNATION -  S 188
 AU0520  PID         -  AU0520
 AU0520  STATE/COUNTY-  LA/JEFFERSON
 AU0520  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0520
 AU0520                         *CURRENT SURVEY CONTROL
 AU0520  ___________________________________________________________________
 AU0520* NAD 83(1992)-  29 58 00.31253(N)    090 13 45.30473(W)     ADJUSTED  
 AU0520* NAVD 88     -         2.35 **(meters)       7.7  **(feet)  GPS OBS(2004.65)
 AU0520  **This station is located in a subsidence area (see below).
 AU0520  ___________________________________________________________________
 AU0520  EPOCH DATE  -        2004.65
 AU0520  X           -     -22,126.835 (meters)                     COMP
 AU0520  Y           -  -5,530,033.596 (meters)                     COMP
 AU0520  Z           -   3,167,169.646 (meters)                     COMP
 AU0520  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU0520  ELLIP HEIGHT-         -23.75  (meters)          (06/22/05) GPS OBS
 AU0520  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU0520  DYNAMIC HT  -           2.35  (meters)       7.7   (feet)  COMP
 AU0520  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 AU0520  OBS GRAVITY -     979,313.4   (mgal)                       GRAV_OBS
 AU0520
 AU0520  HORZ ORDER  -  B
 AU0520  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0520  ELLP ORDER  -  FOURTH    CLASS I
 AU0520
 AU0520.The horizontal coordinates were established by GPS observations
 AU0520.and adjusted by the National Geodetic Survey in June 2005..
 AU0520.The horizontal coordinates are valid at the epoch date displayed above.
 AU0520.The epoch date for horizontal control is a decimal equivalence
 AU0520.of Year/Month/Day.
 AU0520
 AU0520 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0520 ** and geoid heights are valid at the date of observation. These heights
 AU0520 ** must always be validated when used as control.
 AU0520 ** The orthometric height was determined by GPS observations using
 AU0520 ** precise GPS observation and processing techniques and a new
 AU0520 ** realization of GEOID03. It supersedes the leveled height previously
 AU0520 ** determined for this station.
 AU0520 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0520 ** epoch indicated which incorporates improved geoid heights for the
 AU0520 ** Southern Louisiana Subsidence area.
 AU0520 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0520.The orthometric height was determined by GPS observations and a
 AU0520.high-resolution geoid model using precise GPS observation and
 AU0520.processing techniques. It supersedes the leveled height previously
 AU0520.determined for this station.
 AU0520.WARNING-GPS observations at this control monument resulted in a GPS
 AU0520.derived orthometric height which differed from the leveled height by
 AU0520.more than one decimeter (0.1 meter).
 AU0520.The vertical order pertains to the first NAVD 88 superseded value.
 AU0520
 AU0520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0520
 AU0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0520
 AU0520.The ellipsoidal height was determined by GPS observations
 AU0520.and is referenced to NAD 83.
 AU0520
 AU0520.The geoid height was determined by GEOID03.
 AU0520
 AU0520.The dynamic height is computed by dividing the NAVD 88
 AU0520.geopotential number by the normal gravity value computed on the
 AU0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0520.degrees latitude (g = 980.6199 gals.).
 AU0520
 AU0520.The modeled gravity was interpolated from observed gravity values.
 AU0520.The observed gravity was obtained from relative gravimeter ties
 AU0520.to the IGSN71 gravity network.
 AU0520
 AU0520;                    North         East     Units Scale Factor Converg.
 AU0520;SPC LA S     -   163,094.578 1,106,554.715   MT  0.99992592   +0 33 07.4
 AU0520;SPC LA S     -   535,086.13  3,630,421.59   sFT  0.99992592   +0 33 07.4
 AU0520;UTM  15      - 3,318,332.183   767,373.919   MT  1.00048211   +1 23 05.3
 AU0520
 AU0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0520!SPC LA S     -   1.00000373  x   0.99992592  =   0.99992965
 AU0520!UTM  15      -   1.00000373  x   1.00048211  =   1.00048584
 AU0520
 AU0520                          SUPERSEDED SURVEY CONTROL
 AU0520
 AU0520  NAVD 88 (12/05/96)    2.470  (m)            8.10   (f) ADJUSTED    1 2
 AU0520  NAVD 88 (02/14/94)    2.440  (m)            8.01   (f) UNKNOWN     1 2
 AU0520  NAVD 88 (06/15/91)    2.498  (m)            8.20   (f) UNKNOWN     1 2
 AU0520  NGVD 29 (??/??/??)    2.550  (m)            8.37   (f) ADJUSTED    1 2
 AU0520
 AU0520.Superseded values are not recommended for survey control.
 AU0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0520.See file dsdata.txt to determine how the superseded data were derived.
 AU0520
 AU0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6737418332(NAD 83)
 AU0520_MARKER: DB = BENCH MARK DISK
 AU0520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU0520_SP_SET: COPPER-CLAD STEEL ROD
 AU0520_STAMPING: S 188 1963
 AU0520_MARK LOGO: CGS   
 AU0520_PROJECTION: FLUSH
 AU0520_MAGNETIC: I = MARKER IS A STEEL ROD
 AU0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0520+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 AU0520_ROD/PIPE-DEPTH: 36.6 meters
 AU0520
 AU0520  HISTORY     - Date     Condition        Report By
 AU0520  HISTORY     - 1963     MONUMENTED       CGS
 AU0520  HISTORY     - 1969     GOOD             CGS
 AU0520  HISTORY     - 1984     GOOD             NGS
 AU0520  HISTORY     - 1984     GOOD             LA-051
 AU0520  HISTORY     - 1985     GOOD             NGS
 AU0520  HISTORY     - 19920619 GOOD             NGS
 AU0520  HISTORY     - 19941201 GOOD             NGS
 AU0520  HISTORY     - 20040409 GOOD             NGS
 AU0520  HISTORY     - 20051008 GOOD             NGS
 AU0520
 AU0520                          STATION DESCRIPTION
 AU0520
 AU0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0520'1.15 MI E FROM KENNER.
 AU0520'1.15 MILES EAST ALONG STATE HIGHWAY 48 (JEFFERSON HWY.) FROM THE
 AU0520'JUNCTION OF WILLIAMS BLVD. AT KENNER, AT THE INTERSECTION OF ARNOLD
 AU0520'AVE., IN THE MEDIAN BETWEEN THE TWO LANES OF THE HIGHWAY, 38 1/2 FEET
 AU0520'WEST OF THE CENTER LINE OF ARNOLD AVENUE, 17 FEET SOUTHWEST OF THE
 AU0520'CENTER OF THE ROUNDED CURB AT THE EAST END OF THE MEDIAN, 7 FEET NORTH
 AU0520'OF THE NORTH CURB LINE OF THE EAST BOUND TRAFFIC LANE OF HIGHWAY, 1.7
 AU0520'FEET ABOVE THE SURFACE OF THE HIGHWAY AND IS A DISK ON TOP OF A COPPER
 AU0520'COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH METAL
 AU0520'PIPE THAT PROJECTS 1-INCH ABOVE THE LEVEL OF THE GROUND. THE ROD WAS
 AU0520'DRIVEN TO A DEPTH OF 120 FEET.
 AU0520
 AU0520                          STATION RECOVERY (1984)
 AU0520
 AU0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU0520'RECOVERED IN GOOD CONDITION.
 AU0520
 AU0520                          STATION RECOVERY (1984)
 AU0520
 AU0520'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU0520'RECOVERED IN GOOD CONDITION.
 AU0520
 AU0520                          STATION RECOVERY (1985)
 AU0520
 AU0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AU0520'RECOVERED IN GOOD CONDITION.
 AU0520
 AU0520                          STATION RECOVERY (1992)
 AU0520
 AU0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AU0520'IN KENNER, AT THE INTERSECTION OF JEFFERSON HIGHWAY (STATE HIGHWAY 48)
 AU0520'AND ARNOLD AVENUE, 12.9 M (42.3 FT) SOUTHEAST OF A 6-INCH TREE, 11.7 M
 AU0520'(38.4 FT) NORTHWEST OF THE CENTER OF THE AVENUE, 8.3 M (27.2 FT)
 AU0520'SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.8
 AU0520'M (19.0 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AU0520'HIGHWAY, 5.2 M (17.1 FT) NORTHWEST OF THE SOUTHEAST END OF A MEDIAN,
 AU0520'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE DISK IS
 AU0520'ENCASED IN A 4-INCH METAL PIPE AND IS RECESSED 0.03 M (0.10 FT) BELOW
 AU0520'THE GROUND SURFACE.
 AU0520
 AU0520                          STATION RECOVERY (1994)
 AU0520
 AU0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0520'IN KENNER, AT THE INTERSECTION OF STATE HIGHWAY 48 (JEFFERSON HIGHWAY)
 AU0520'AND ARNOLD AVENUE, 12.0 M (39.4 FT) NORTHWEST OF THE AVENUE CENTER,
 AU0520'8.3 M (27.2 FT) SOUTHWEST OF THE CENTER OF THE WESTBOUND LANES OF THE
 AU0520'HIGHWAY, 6.1 M (20.0 FT) NORTHEAST OF THE CENTER OF THE EASTBOUND
 AU0520'LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AU0520'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS
 AU0520'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AU0520
 AU0520                          STATION RECOVERY (2004)
 AU0520
 AU0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU0520'THE STATION IS LOCATED ON THE EAST SIDE OF KENNER IN THE MEDIAN OF
 AU0520'JEFFERSON HIGHWAY (STATE  HIGHWAY 48) JUST WEST OF THE INTERSECTION
 AU0520'WITH ARNOLD AVENUE.  OWNERSHIP--LADTD, LSU, CENTER  FOR
 AU0520'GEOINFORMATICS, LSRC, DR ROY DOKKA, DIRECTOR.
 AU0520' 
 AU0520'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON HIGHWAY (LA
 AU0520'48) AND WILLIAMS BOULEVARD  IN KENNER, GO EASTERLY FOR 1.15 MI ON
 AU0520'JEFFERSON HIGHWAY TO THE INTERSECTION WITH ARNOLD AVENUE  AND THE
 AU0520'STATION ON THE LEFT IN A GRASSY MEDIAN JUST BEFORE REACHING THE
 AU0520'INTERSECTION.
 AU0520' 
 AU0520'THE STATION IS A BENCH MARK DISK CRIMPED ONTO A COPPER CLAD ROD DRIVEN
 AU0520'TO A DEPTH OF 120 FEET.   LOCATED 12.9 M SOUTHEAST OF A 12 INCH LIVE
 AU0520'OAK IN THE MEDIAN, 12.0 M NORTHWEST OF THE AVENUE  CENTER OF THE
 AU0520'INTERSECTION, 8.3 M SOUTHWEST OF THE CENTER OF THE WEST BOUND LANES OF
 AU0520'JEFFERSON HIGHWAY, 6.1 M NORTHEAST OF THE THE CENTERLINE OF THE EAST
 AU0520'BOUND LANES OF JEFFERSON  HIGHWAY, 5.2 M NORTHWEST OF THE SOUTHEAST
 AU0520'END OF THE MEDIAN, ABOUT 1 FT ABOVE THE LEVEL OF THE  HIGHWAY, AND
 AU0520'PROJECTING SLIGHTLY ABOVE THE LEVEL OF THE GROUND.  NOTE--THE DISK
 AU0520'SHOWS SIGNS OF  DAMAGE BUT IT APPEARS THAT THE CENTER OF THE DISKHAS
 AU0520'NOT BEEN SIGNIFICANTLY AFFECTED.
 AU0520
 AU0520                          STATION RECOVERY (2005)
 AU0520
 AU0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AU0520'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  0.65 M SE FROM A
 AU0520'METAL POST WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0902 ***********************************************************************
 AU0902  DESIGNATION -  S 189
 AU0902  PID         -  AU0902
 AU0902  STATE/COUNTY-  LA/ORLEANS
 AU0902  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU0902
 AU0902                         *CURRENT SURVEY CONTROL
 AU0902  ___________________________________________________________________
 AU0902* NAD 83(1992)-  29 58 55.58364(N)    090 01 42.14072(W)     ADJUSTED  
 AU0902* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU0902  **This station is located in a subsidence area (see below).
 AU0902  ___________________________________________________________________
 AU0902  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AU0902  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU0902  DYNAMIC HT  -           0.6   (meters)       2.    (feet)  COMP
 AU0902  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 AU0902
 AU0902  HORZ ORDER  -  SECOND
 AU0902  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0902
 AU0902.The horizontal coordinates were established by classical geodetic methods
 AU0902.and adjusted by the National Geodetic Survey in January 1993..
 AU0902
 AU0902 ** The orthometric height has not been validated since last determined
 AU0902 ** by differential leveling and should not be used for control purposes.
 AU0902 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0902 ** area with valid NAVD 88 orthometric heights.
 AU0902 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0902 ** epoch indicated which incorporates improved geoid heights for the
 AU0902 ** Southern Louisiana Subsidence area.
 AU0902 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0902.The orthometric height was scaled from a topographic map.
 AU0902.The vertical order pertains to the first NAVD 88 superseded value.
 AU0902
 AU0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0902
 AU0902.The geoid height was determined by GEOID03.
 AU0902
 AU0902.The dynamic height is computed by dividing the NAVD 88
 AU0902.geopotential number by the normal gravity value computed on the
 AU0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0902.degrees latitude (g = 980.6199 gals.).
 AU0902
 AU0902.The modeled gravity was interpolated from observed gravity values.
 AU0902
 AU0902;                    North         East     Units Scale Factor Converg.
 AU0902;SPC LA S     -   165,000.050 1,125,921.340   MT  0.99992580   +0 39 09.0
 AU0902;SPC LA S     -   541,337.66  3,693,960.26   sFT  0.99992580   +0 39 09.0
 AU0902;UTM  15      - 3,320,520.410   786,722.812   MT  1.00061442   +1 29 09.7
 AU0902;UTM  16      - 3,320,663.870   207,799.514   MT  1.00065355   -1 30 52.0
 AU0902
 AU0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0902!SPC LA S     -   1.00000401  x   0.99992580  =   0.99992981
 AU0902!UTM  15      -   1.00000401  x   1.00061442  =   1.00061843
 AU0902!UTM  16      -   1.00000401  x   1.00065355  =   1.00065756
 AU0902
 AU0902                          SUPERSEDED SURVEY CONTROL
 AU0902
 AU0902  NAD 83(1986)-  29 58 55.59743(N)    090 01 42.13941(W) AD(       ) 2
 AU0902  NAD 27      -  29 58 54.86772(N)    090 01 41.88586(W) AD(       ) 2
 AU0902  NAVD 88 (02/14/94)    0.583  (m)            1.91   (f) UNKNOWN     1 2
 AU0902  NGVD 29 (05/21/91)    0.642  (m)            2.11   (f) ADJUSTED    1 2
 AU0902
 AU0902.Superseded values are not recommended for survey control.
 AU0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0902.See file dsdata.txt to determine how the superseded data were derived.
 AU0902
 AU0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8672320520(NAD 83)
 AU0902_MARKER: DB = BENCH MARK DISK
 AU0902_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU0902_SP_SET: ABUTMENT
 AU0902_STAMPING: S 189 1964
 AU0902_MARK LOGO: CGS   
 AU0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU0902+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AU0902
 AU0902  HISTORY     - Date     Condition        Report By
 AU0902  HISTORY     - 1964     MONUMENTED       CGS
 AU0902  HISTORY     - 1972     GOOD             NGS
 AU0902  HISTORY     - 1985     GOOD             NGS
 AU0902  HISTORY     - 19901111 GOOD             NGS
 AU0902  HISTORY     - 19941104 GOOD             NGS
 AU0902  HISTORY     - 20060421 GOOD             NGS
 AU0902
 AU0902                          STATION DESCRIPTION
 AU0902
 AU0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AU0902'IN NEW ORLEANS.
 AU0902'AT NEW ORLEANS, AT THE INTERSECTION OF FLORIDA AVENUE AND FRANCE
 AU0902'STREET, SET IN THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 AU0902'GULF, MOBILE AND OHIO RAILROAD BRIDGE OVER A CANAL, 87 FEET NORTH OF
 AU0902'THE CENTER LINE OF FLORIDA AVENUE, 4.5 FEET EAST OF THE EAST RAIL AND
 AU0902'ABOUT LEVEL WITH FLORIDA AVENUE.
 AU0902
 AU0902                          STATION RECOVERY (1972)
 AU0902
 AU0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RT)
 AU0902'THE STATION IS LOCATED 3 MILES NORTHEAST OF DOWNTOWN NEW ORLEANS, 5
 AU0902'MILES NORTHWEST OF CHALMETTE AND 5 MILES NORTHEAST OF GRETNA, IN THE
 AU0902'SOUTHEAST QUARTER OF SECTION 63, T12S, R12E, AND ON THE PROPERTY
 AU0902'OWNED BY THE NEW ORLEANS PUBLIC BELT RAILROAD.
 AU0902'
 AU0902'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90
 AU0902'(CHEF MENTEUR HIGHWAY) WITH FRANCE ROAD IN EAST NEW ORLEANS, DRIVE
 AU0902'SOUTH ALONG FRANCE ROAD FOR 1.8 MILES TO ITS INTERSECTION WITH
 AU0902'FLORIDA BOULEVARD.
 AU0902'
 AU0902'MARK IS A STANDARD U.S. COAST AND GEODETIC BENCH MARK DISK SET IN A
 AU0902'DRILL HOLE IN THE CONCRETE ABUTMENT OF A RAILROAD BRIDGE, FLUSH WITH
 AU0902'THE ABUTMENT.  IT IS STAMPED S-189 1964.  IT IS 78 FEET WEST OF THE
 AU0902'SOUTH BOUND LANE ON FRANCE ROAD, 73 FEET NORTH OF THE WEST BOUND
 AU0902'LANE ON FLORIDA AVENUE, 31 FEET NORTHEAST OF A POWER POLE, 14 FEET
 AU0902'WEST OF THE SOUTHWEST END OF THE STEEL STRUCTURE ON THE RAILROAD
 AU0902'BRIDGE, AND 5 FEET WEST OF THE WEST RAIL ON THE NEW ORLEANS PUBLIC
 AU0902'BELT RAILROAD.
 AU0902
 AU0902                          STATION RECOVERY (1985)
 AU0902
 AU0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AU0902'RECOVERED IN GOOD CONDITION.
 AU0902
 AU0902                          STATION RECOVERY (1990)
 AU0902
 AU0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU0902'IN NEW ORLEANS, AT THE INTERSECTION OF FLORIDA AVENUE AND FRANCE
 AU0902'STREET, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE
 AU0902'SOUTH CONCRETE ABUTMENT OF THE GULF MOBILE AND OHIO RAILROAD BRIDGE
 AU0902'SPANNING A CANAL, 24.4 M (80.1 FT) WEST OF THE CENTER OF THE STREET,
 AU0902'22.8 M (74.8 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 1.5 M (4.9
 AU0902'FT) EAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AU0902'TRACK.
 AU0902
 AU0902                          STATION RECOVERY (1994)
 AU0902
 AU0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0902'IN NEW ORLEANS, AT THE INTERSECTION OF FLORIDA AVENUE AND FRANCE
 AU0902'STREET, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE SOUTH
 AU0902'CONCRETE ABUTMENT OF THE GULF MOBILE AND OHIO RAILROAD BRIDGE SPANNING
 AU0902'A CANAL, 24.4 M (80.1 FT) WEST OF THE STREET CENTER, 22.8 M (74.8 FT)
 AU0902'NORTH OF AND LEVEL WITH THE AVENUE CENTERLINE, AND 1.5 M (4.9 FT) EAST
 AU0902'OF THE NEAR RAIL.
 AU0902
 AU0902                          STATION RECOVERY (2006)
 AU0902
 AU0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU0902'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1225 ***********************************************************************
 BJ1225  DESIGNATION -  S 19
 BJ1225  PID         -  BJ1225
 BJ1225  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1225  USGS QUAD   -  HAMMOND (1994)
 BJ1225
 BJ1225                         *CURRENT SURVEY CONTROL
 BJ1225  ___________________________________________________________________
 BJ1225* NAD 83(1986)-  30 34 38.     (N)    090 28 59.     (W)     SCALED    
 BJ1225* NAVD 88     -        19.369  (meters)      63.55   (feet)  ADJUSTED  
 BJ1225  ___________________________________________________________________
 BJ1225  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ1225  DYNAMIC HT  -          19.344 (meters)      63.46  (feet)  COMP
 BJ1225  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ1225  OBS GRAVITY -     979,349.2   (mgal)                       GRAV_OBS
 BJ1225
 BJ1225  VERT ORDER  -  FIRST     CLASS I
 BJ1225
 BJ1225.The horizontal coordinates were scaled from a topographic map and have
 BJ1225.an estimated accuracy of +/- 6 seconds.
 BJ1225
 BJ1225.The orthometric height was determined by differential leveling
 BJ1225.and adjusted by the National Geodetic Survey in February 1994..
 BJ1225
 BJ1225.The geoid height was determined by GEOID03.
 BJ1225
 BJ1225.The dynamic height is computed by dividing the NAVD 88
 BJ1225.geopotential number by the normal gravity value computed on the
 BJ1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1225.degrees latitude (g = 980.6199 gals.).
 BJ1225
 BJ1225.The modeled gravity was interpolated from observed gravity values.
 BJ1225.The observed gravity was obtained from relative gravimeter ties
 BJ1225.to the IGSN71 gravity network.
 BJ1225
 BJ1225;                    North         East    Units  Estimated Accuracy
 BJ1225;SPC LA S     -   230,560.    1,081,560.      MT  (+/- 180 meters Scaled)
 BJ1225
 BJ1225                          SUPERSEDED SURVEY CONTROL
 BJ1225
 BJ1225  NAVD 88 (06/15/91)   19.415  (m)           63.70   (f) UNKNOWN     1 1
 BJ1225  NGVD 29 (??/??/??)   19.396  (m)           63.63   (f) ADJUSTED    1 1
 BJ1225
 BJ1225.Superseded values are not recommended for survey control.
 BJ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1225.See file dsdata.txt to determine how the superseded data were derived.
 BJ1225
 BJ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP413854(NAD 83)
 BJ1225_MARKER: DB = BENCH MARK DISK
 BJ1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1225_SP_SET: CONCRETE POST
 BJ1225_STAMPING: S 19 1934 63.943
 BJ1225_MARK LOGO: CGS   
 BJ1225_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1225+STABILITY: SURFACE MOTION
 BJ1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1225+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 BJ1225
 BJ1225  HISTORY     - Date     Condition        Report By
 BJ1225  HISTORY     - 1934     MONUMENTED       CGS
 BJ1225  HISTORY     - 1969     GOOD             CGS
 BJ1225  HISTORY     - 19920611 GOOD             NGS
 BJ1225  HISTORY     - 20060417 GOOD             NGS
 BJ1225
 BJ1225                          STATION DESCRIPTION
 BJ1225
 BJ1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1225'5.0 MI N FROM HAMMOND.
 BJ1225'ABOUT 5.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1225'STATION AT HAMMOND, ABOUT 4.1 MILES SOUTH OF THE RAILROAD STATION AT
 BJ1225'INDEPENDENCE, 267 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 442,
 BJ1225'AT TICKFAW, ACROSS U. S. HIGHWAY 51 AND THE TRACKS FROM THE TICKFAW
 BJ1225'POST OFFICE BUILDING, 171 FEET SOUTHEAST OF AND ACROSS THE TRACKS FROM
 BJ1225'MILEPOST 854, 48.5 FEET SOUTHWEST OF AND ACROSS A SIDE TRACK FROM THE
 BJ1225'NORTHWEST CORNER OF THE GREEN GOLD CHEMICAL BLDG, 19.5 FEET EAST OF
 BJ1225'THE EAST RAIL, 7.4 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 6 FEET
 BJ1225'NORTH OF THE 2ND TELEGRAPH POLE SOUTH OF THE MILEPOST, 1.5 FEET SOUTH
 BJ1225'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET
 BJ1225'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 BJ1225'THE GROUND.  SEC 34, T 5S, R 7E.
 BJ1225
 BJ1225                          STATION RECOVERY (1992)
 BJ1225
 BJ1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1225'8.4 KM (5.20 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1225'THE POST OFFICE IN HAMMOND, 37.9 M (124.3 FT) EAST OF THE CENTERLINE
 BJ1225'OF U.S. HIGHWAY 51, 14.8 M (48.6 FT) SOUTH-SOUTHWEST OF THE NORTHWEST
 BJ1225'CORNER OF A STORAGE SHED, 7.9 M (25.9 FT) SOUTH OF THE EXTENDED
 BJ1225'CENTER OF STATE HIGHWAY 442, 6.0 M (19.7 FT) EAST OF THE NEAR RAIL,
 BJ1225'2.3 M (7.5 FT) WEST OF THE NEAR RAIL OF A SIDE TRACK, 0.5 M (1.6 FT)
 BJ1225'NORTH OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK,
 BJ1225'AND THE MONUMENT PROJECTS 0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.
 BJ1225
 BJ1225                          STATION RECOVERY (2006)
 BJ1225
 BJ1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1225'RECOVERED IN GOOD CONDITION.  NOTE--DISK IS OVER HALF GONE, BUT SOLID.
 BJ1225' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0529 ***********************************************************************
 AT0529  TIDAL BM    -  This is a Tidal Bench Mark.
 AT0529  DESIGNATION -  S 198
 AT0529  PID         -  AT0529
 AT0529  STATE/COUNTY-  LA/PLAQUEMINES
 AT0529  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0529
 AT0529                         *CURRENT SURVEY CONTROL
 AT0529  ___________________________________________________________________
 AT0529* NAD 83(1986)-  28 54 19.     (N)    089 25 48.     (W)     SCALED    
 AT0529* NAVD 88     -         6.12   (+/-2cm)      20.1    (feet)  VERTCON   
 AT0529  ___________________________________________________________________
 AT0529  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AT0529
 AT0529  VERT ORDER  -  SECOND    CLASS I (See Below)
 AT0529
 AT0529.The horizontal coordinates were scaled from a topographic map and have
 AT0529.an estimated accuracy of +/- 6 seconds.
 AT0529
 AT0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0529.The vertical order pertains to the NGVD 29 superseded value.
 AT0529
 AT0529.This Tidal Bench Mark is designated as VM 15772
 AT0529.by the Center for Operational Oceanographic Products and Services.
 AT0529
 AT0529.The geoid height was determined by GEOID03.
 AT0529
 AT0529;                    North         East    Units  Estimated Accuracy
 AT0529;SPC LA S     -    46,470.    1,185,640.      MT  (+/- 180 meters Scaled)
 AT0529
 AT0529                          SUPERSEDED SURVEY CONTROL
 AT0529
 AT0529  NGVD 29 (??/??/??)    6.192  (m)           20.31   (f) ADJUSTED    2 1
 AT0529
 AT0529.Superseded values are not recommended for survey control.
 AT0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0529.See file dsdata.txt to determine how the superseded data were derived.
 AT0529
 AT0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBS630999(NAD 83)
 AT0529_MARKER: DB = BENCH MARK DISK
 AT0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AT0529_SP_SET: PLATFORM ON CONCRETE PILING
 AT0529_STAMPING: S 198 1977
 AT0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0529
 AT0529  HISTORY     - Date     Condition        Report By
 AT0529  HISTORY     - 1977     MONUMENTED       NGS
 AT0529
 AT0529                          STATION DESCRIPTION
 AT0529
 AT0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AT0529'C G STATION AT SOUTHWEST PASS.
 AT0529'LOCATED AT THE MOUTH OF THE MISSISSIPPI RIVER, ATOP THE U S COAST
 AT0529'GUARD STATION AT THE SOUTHWEST PASS ENTRANCE, AT THE SOUTH CORNER
 AT0529'OF THE HELICOPTER PAD, ABOUT 3 FEET WEST OF THE EAST SIDE AND 1
 AT0529'FOOT NORTH OF THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1243 ***********************************************************************
 BH1243  DESIGNATION -  S 20
 BH1243  PID         -  BH1243
 BH1243  STATE/COUNTY-  LA/ST TAMMANY
 BH1243  USGS QUAD   -  NICHOLSON (1993)
 BH1243
 BH1243                         *CURRENT SURVEY CONTROL
 BH1243  ___________________________________________________________________
 BH1243* NAD 83(1986)-  30 23 13.     (N)    089 44 14.     (W)     SCALED    
 BH1243* NAVD 88     -         6.98   (+/-2cm)      22.9    (feet)  VERTCON   
 BH1243  ___________________________________________________________________
 BH1243  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BH1243
 BH1243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1243
 BH1243.The horizontal coordinates were scaled from a topographic map and have
 BH1243.an estimated accuracy of +/- 6 seconds.
 BH1243
 BH1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1243.The vertical order pertains to the NGVD 29 superseded value.
 BH1243
 BH1243.The geoid height was determined by GEOID03.
 BH1243
 BH1243;                    North         East    Units  Estimated Accuracy
 BH1243;SPC LA S     -   210,230.    1,153,390.      MT  (+/- 180 meters Scaled)
 BH1243
 BH1243                          SUPERSEDED SURVEY CONTROL
 BH1243
 BH1243  NGVD 29 (??/??/??)    6.977  (m)           22.89   (f) ADJUSTED    2 0
 BH1243
 BH1243.Superseded values are not recommended for survey control.
 BH1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1243.See file dsdata.txt to determine how the superseded data were derived.
 BH1243
 BH1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU369648(NAD 83)
 BH1243_MARKER: DB = BENCH MARK DISK
 BH1243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH1243_SP_SET: PIER
 BH1243_STAMPING: S 20 1934
 BH1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1243
 BH1243  HISTORY     - Date     Condition        Report By
 BH1243  HISTORY     - 1934     MONUMENTED       CGS
 BH1243  HISTORY     - 1955     GOOD             CGS
 BH1243
 BH1243                          STATION DESCRIPTION
 BH1243
 BH1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1243'0.8 MI NE FROM PEARL RIVER.
 BH1243'0.8 MILE NORTHEAST ALONG U. S. HIGHWAY 90 (OLD SPANISH TRAIL) FROM
 BH1243'PEARL RIVER, ST. TAMMANY PARISH, AT THE BRIDGE OVER WEST PEARL RIVER,
 BH1243'AND IN THE TOP OF THE EAST END OF THE NORTH CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0737 ***********************************************************************
 BJ0737  DESIGNATION -  S 204 RESET
 BJ0737  PID         -  BJ0737
 BJ0737  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0737  USGS QUAD   -  ERWINVILLE (1980)
 BJ0737
 BJ0737                         *CURRENT SURVEY CONTROL
 BJ0737  ___________________________________________________________________
 BJ0737* NAD 83(1986)-  30 32 12.     (N)    091 25 06.     (W)     SCALED    
 BJ0737* NAVD 88     -         6.056  (meters)      19.87   (feet)  ADJUSTED  
 BJ0737  ___________________________________________________________________
 BJ0737  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ0737  DYNAMIC HT  -           6.048 (meters)      19.84  (feet)  COMP
 BJ0737  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 BJ0737
 BJ0737  VERT ORDER  -  FIRST     CLASS I
 BJ0737
 BJ0737.The horizontal coordinates were scaled from a topographic map and have
 BJ0737.an estimated accuracy of +/- 6 seconds.
 BJ0737
 BJ0737.The orthometric height was determined by differential leveling
 BJ0737.and adjusted by the National Geodetic Survey in February 1994..
 BJ0737
 BJ0737.The geoid height was determined by GEOID03.
 BJ0737
 BJ0737.The dynamic height is computed by dividing the NAVD 88
 BJ0737.geopotential number by the normal gravity value computed on the
 BJ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0737.degrees latitude (g = 980.6199 gals.).
 BJ0737
 BJ0737.The modeled gravity was interpolated from observed gravity values.
 BJ0737
 BJ0737;                    North         East    Units  Estimated Accuracy
 BJ0737;SPC LA S     -   225,760.      991,840.      MT  (+/- 180 meters Scaled)
 BJ0737
 BJ0737                          SUPERSEDED SURVEY CONTROL
 BJ0737
 BJ0737  NAVD 88 (06/15/91)    6.093  (m)           19.99   (f) UNKNOWN     1 1
 BJ0737  NGVD 29 (??/??/??)    6.055  (m)           19.87   (f) ADJUSTED    1 1
 BJ0737
 BJ0737.Superseded values are not recommended for survey control.
 BJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0737.See file dsdata.txt to determine how the superseded data were derived.
 BJ0737
 BJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP517793(NAD 83)
 BJ0737_MARKER: DB = BENCH MARK DISK
 BJ0737_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0737+WITH SETTING: INTO GROUND
 BJ0737_SP_SET: METAL ROD WITH BASE PLATE
 BJ0737_STAMPING: S 204 RESET 1972
 BJ0737_MARK LOGO: NGS   
 BJ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0737+STABILITY: SURFACE MOTION
 BJ0737
 BJ0737  HISTORY     - Date     Condition        Report By
 BJ0737  HISTORY     - 1972     MONUMENTED       NGS
 BJ0737  HISTORY     - 1976     GOOD             NGS
 BJ0737  HISTORY     - 1986     GOOD             NGS
 BJ0737
 BJ0737                          STATION DESCRIPTION
 BJ0737
 BJ0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BJ0737'0.75 MI W FROM ERWINVILLE.
 BJ0737'LOCATED ABOUT 0.75 MILE WEST ALONG THE MISSOURI PACIFIC TRACK FROM THE
 BJ0737'STATION IN IRWINVILLE, IN SECTION 23, T 6 S. R 10 E, AT THE ENTRANCE
 BJ0737'TO THE BIG RIVERS INDUSTRIES INC.  76 FEET WEST OF THE CENTER OF THE
 BJ0737'ENTRANCE TO BIG RIVER INDUSTRIES, 31.5 FEET NORTH OF THE NORTH RAIL OF
 BJ0737'THE MAIN TRACK, 1.5 FEET SOUTH OF A TELEGRAPH POLE, 0.6 FEET NORTHWEST
 BJ0737'OF A METAL WITNESS POST, 85 FEET WEST-NORTHWEST OF A RAILROAD
 BJ0737'CROSSING, 61 FEET WEST-NORTHWEST OF THE RAILROAD CROSSING SIGN, AND 68
 BJ0737'FEET SOUTHWEST OF THE WEST END OF A CULVERT.  IT IS A BENCH MARK DISK
 BJ0737'CRIMPED ON A COPPER WELD ROD FASTENED TO A 10-INCH SQUARE STEEL PLATE
 BJ0737'PROTECTED BY A 4-INCH PLASTIC PIPE.
 BJ0737
 BJ0737                          STATION RECOVERY (1976)
 BJ0737
 BJ0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0737'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0737'STATE HIGHWAY 413, 0.25 MILE NORTHWEST OF THE POINTE COUPEE
 BJ0737'WEST BATON ROUGE PARISH LINE, AT JUNCTION OF A GRAVELED ROAD LEADING
 BJ0737'SOUTHWEST TO THE BIG RIVER INDUSTRIES, 113 FT. SOUTHWEST OF THE
 BJ0737'CENTER LINE OF THE SOUTHWEST HIGHWAY LANES, 31.2 FT. NORTHEAST OF THE
 BJ0737'NORTHEAST RAIL OF THE MAIN TRACK OF THE MISSOURI PACIFIC RAILROAD
 BJ0737'77 FT. NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FT. SOUTH OF A
 BJ0737'TELEPHONE POLE, THE DISK IS 0.5 FT. BELOW THE LEVEL OF THE GROUND.
 BJ0737
 BJ0737                          STATION RECOVERY (1986)
 BJ0737
 BJ0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0328 ***********************************************************************
 BJ0328  DESIGNATION -  S 205
 BJ0328  PID         -  BJ0328
 BJ0328  STATE/COUNTY-  LA/ST LANDRY
 BJ0328  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0328
 BJ0328                         *CURRENT SURVEY CONTROL
 BJ0328  ___________________________________________________________________
 BJ0328* NAD 83(1986)-  30 32 15.     (N)    091 46 58.     (W)     SCALED    
 BJ0328* NAVD 88     -        14.211  (meters)      46.62   (feet)  ADJUSTED  
 BJ0328  ___________________________________________________________________
 BJ0328  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0328  DYNAMIC HT  -          14.192 (meters)      46.56  (feet)  COMP
 BJ0328  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ0328
 BJ0328  VERT ORDER  -  FIRST     CLASS I
 BJ0328
 BJ0328.The horizontal coordinates were scaled from a topographic map and have
 BJ0328.an estimated accuracy of +/- 6 seconds.
 BJ0328
 BJ0328.The orthometric height was determined by differential leveling
 BJ0328.and adjusted by the National Geodetic Survey in February 1994..
 BJ0328
 BJ0328.The geoid height was determined by GEOID03.
 BJ0328
 BJ0328.The dynamic height is computed by dividing the NAVD 88
 BJ0328.geopotential number by the normal gravity value computed on the
 BJ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0328.degrees latitude (g = 980.6199 gals.).
 BJ0328
 BJ0328.The modeled gravity was interpolated from observed gravity values.
 BJ0328
 BJ0328;                    North         East    Units  Estimated Accuracy
 BJ0328;SPC LA S     -   225,930.      956,870.      MT  (+/- 180 meters Scaled)
 BJ0328
 BJ0328                          SUPERSEDED SURVEY CONTROL
 BJ0328
 BJ0328  NAVD 88 (06/15/91)   14.258  (m)           46.78   (f) UNKNOWN     1 1
 BJ0328  NGVD 29 (??/??/??)   14.230  (m)           46.69   (f) ADJUSTED    1 1
 BJ0328
 BJ0328.Superseded values are not recommended for survey control.
 BJ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0328.See file dsdata.txt to determine how the superseded data were derived.
 BJ0328
 BJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP167789(NAD 83)
 BJ0328_MARKER: DB = BENCH MARK DISK
 BJ0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0328_SP_SET: ABUTMENT
 BJ0328_STAMPING: S 205 1964
 BJ0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0328
 BJ0328  HISTORY     - Date     Condition        Report By
 BJ0328  HISTORY     - 1964     MONUMENTED       CGS
 BJ0328  HISTORY     - 1976     GOOD             NGS
 BJ0328
 BJ0328                          STATION DESCRIPTION
 BJ0328
 BJ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0328'1.45 MI W FROM KROTZ SPRINGS.
 BJ0328'ABOUT 1.45 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0328'STATION AT KROTZ SPRINGS, 4 1/2 POLES EAST OF MILEPOST 608-10, SET IN
 BJ0328'THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF CONCRETE
 BJ0328'BRIDGE NUMBER 608-1, 6 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2
 BJ0328'FOOT BELOW THE LEVEL OF THE TRACK.
 BJ0328
 BJ0328                          STATION RECOVERY (1976)
 BJ0328
 BJ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0328'1.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0328'OFFICE AT KROTZ SPRINGS, 4.5 POLES EAST OF MILE POST 608-10, SET IN
 BJ0328'TOP OF THE NORTH END OF EAST CONCRETE ABUTMENT OF CONCRETE RAILROAD
 BJ0328'BRIDGE NUMBER 608-1, 6 FT NORTH OF NORTH RAIL,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0087 ***********************************************************************
 BJ0087  DESIGNATION -  S 206
 BJ0087  PID         -  BJ0087
 BJ0087  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0087  USGS QUAD   -  WALLS (1994)
 BJ0087
 BJ0087                         *CURRENT SURVEY CONTROL
 BJ0087  ___________________________________________________________________
 BJ0087* NAD 83(1986)-  30 34 55.     (N)    091 19 26.     (W)     SCALED    
 BJ0087* NAVD 88     -         8.831  (meters)      28.97   (feet)  ADJUSTED  
 BJ0087  ___________________________________________________________________
 BJ0087  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0087  DYNAMIC HT  -           8.819 (meters)      28.93  (feet)  COMP
 BJ0087  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 BJ0087
 BJ0087  VERT ORDER  -  FIRST     CLASS I
 BJ0087
 BJ0087.The horizontal coordinates were scaled from a topographic map and have
 BJ0087.an estimated accuracy of +/- 6 seconds.
 BJ0087
 BJ0087.The orthometric height was determined by differential leveling
 BJ0087.and adjusted by the National Geodetic Survey in February 1994..
 BJ0087
 BJ0087.The geoid height was determined by GEOID03.
 BJ0087
 BJ0087.The dynamic height is computed by dividing the NAVD 88
 BJ0087.geopotential number by the normal gravity value computed on the
 BJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0087.degrees latitude (g = 980.6199 gals.).
 BJ0087
 BJ0087.The modeled gravity was interpolated from observed gravity values.
 BJ0087
 BJ0087;                    North         East    Units  Estimated Accuracy
 BJ0087;SPC LA S     -   230,780.    1,000,910.      MT  (+/- 180 meters Scaled)
 BJ0087
 BJ0087                          SUPERSEDED SURVEY CONTROL
 BJ0087
 BJ0087  NAVD 88 (06/15/91)    8.859  (m)           29.06   (f) UNKNOWN     1 1
 BJ0087  NGVD 29 (??/??/??)    8.818  (m)           28.93   (f) ADJUSTED    1 1
 BJ0087
 BJ0087.Superseded values are not recommended for survey control.
 BJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0087.See file dsdata.txt to determine how the superseded data were derived.
 BJ0087
 BJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP607844(NAD 83)
 BJ0087_MARKER: DB = BENCH MARK DISK
 BJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0087_STAMPING: S 206 1964
 BJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0087+STABILITY: SURFACE MOTION
 BJ0087
 BJ0087  HISTORY     - Date     Condition        Report By
 BJ0087  HISTORY     - 1964     MONUMENTED       CGS
 BJ0087  HISTORY     - 1976     GOOD             NGS
 BJ0087
 BJ0087                          STATION DESCRIPTION
 BJ0087
 BJ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0087'4.55 MI NW FROM DEVALL.
 BJ0087'ABOUT 4.55 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0087'ELEMENTARY SCHOOL AT DEVALL, 42 FEET EAST OF THE CENTER LINE OF THE
 BJ0087'HIGHWAY, 155 FEET WEST OF THE CENTER LINE OF A DIRT LEVEE, 86 FEET
 BJ0087'NORTH OF A T-FENCE CORNER, 1 FOOT EAST OF A FENCE, 2.0 FEET NORTHWEST
 BJ0087'OF A FENCE POST BEARING A WITNESS SHIELD, ABOUT LEVEL WITH THE ROAD,
 BJ0087'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BJ0087
 BJ0087                          STATION RECOVERY (1976)
 BJ0087
 BJ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0046 ***********************************************************************
 BJ0046  DESIGNATION -  S 207
 BJ0046  PID         -  BJ0046
 BJ0046  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0046  USGS QUAD   -  MORGANZA (1994)
 BJ0046
 BJ0046                         *CURRENT SURVEY CONTROL
 BJ0046  ___________________________________________________________________
 BJ0046* NAD 83(1986)-  30 43 05.     (N)    091 34 12.     (W)     SCALED    
 BJ0046* NAVD 88     -        10.403  (meters)      34.13   (feet)  ADJUSTED  
 BJ0046  ___________________________________________________________________
 BJ0046  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0046  DYNAMIC HT  -          10.390 (meters)      34.09  (feet)  COMP
 BJ0046  MODELED GRAV-     979,362.6   (mgal)                       NAVD 88
 BJ0046
 BJ0046  VERT ORDER  -  FIRST     CLASS I
 BJ0046
 BJ0046.The horizontal coordinates were scaled from a topographic map and have
 BJ0046.an estimated accuracy of +/- 6 seconds.
 BJ0046
 BJ0046.The orthometric height was determined by differential leveling
 BJ0046.and adjusted by the National Geodetic Survey in February 1994..
 BJ0046
 BJ0046.The geoid height was determined by GEOID03.
 BJ0046
 BJ0046.The dynamic height is computed by dividing the NAVD 88
 BJ0046.geopotential number by the normal gravity value computed on the
 BJ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0046.degrees latitude (g = 980.6199 gals.).
 BJ0046
 BJ0046.The modeled gravity was interpolated from observed gravity values.
 BJ0046
 BJ0046;                    North         East    Units  Estimated Accuracy
 BJ0046;SPC LA S     -   245,890.      977,330.      MT  (+/- 180 meters Scaled)
 BJ0046
 BJ0046                          SUPERSEDED SURVEY CONTROL
 BJ0046
 BJ0046  NAVD 88 (06/15/91)   10.436  (m)           34.24   (f) UNKNOWN     1 1
 BJ0046  NGVD 29 (??/??/??)   10.394  (m)           34.10   (f) ADJUSTED    1 1
 BJ0046
 BJ0046.Superseded values are not recommended for survey control.
 BJ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0046.See file dsdata.txt to determine how the superseded data were derived.
 BJ0046
 BJ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP369992(NAD 83)
 BJ0046_MARKER: DB = BENCH MARK DISK
 BJ0046_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0046_SP_SET: 72 FEET
 BJ0046_STAMPING: S 207 1964
 BJ0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0046
 BJ0046  HISTORY     - Date     Condition        Report By
 BJ0046  HISTORY     - 1964     MONUMENTED       CGS
 BJ0046  HISTORY     - 1976     GOOD             NGS
 BJ0046
 BJ0046                          STATION DESCRIPTION
 BJ0046
 BJ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0046'1.85 MI SE FROM MORGANZA.
 BJ0046'ABOUT 1.85 MILES SOUTHEAST ALONG STATE ROADS 1 AND 10 FROM THE TEXAS
 BJ0046'AND PACIFIC RAILROAD STATION AT MORGANZA, 50 FEET SOUTH OF THE CENTER
 BJ0046'LINE OF THE ROAD, 28 FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND
 BJ0046'PACIFIC RAILROAD, 1 1/2 FEET NORTH OF A TELEGRAPH POLE, 1.4 FEET EAST
 BJ0046'OF A WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK
 BJ0046'AND ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BJ0046'DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 BJ0046'WHICH PROJECTS 6 INCHES.
 BJ0046
 BJ0046                          STATION RECOVERY (1976)
 BJ0046
 BJ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0046'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 1 AND 10 FROM THE CITY HALL,
 BJ0046'161 FT SOUTH OF AND ACROSS STATE HIGHWAY 1 FROM THE SOUTHEAST CORNER
 BJ0046'OF THE D.P. FREEMAN RESIDENCE NUMBER 434, 50 FT SOUTH OF THE CENTER
 BJ0046'LINE OF THE HIGHWAY, 28 FT NORTH OF THE NORTH RAIL OF THE TEXAS AND
 BJ0046'PACIFIC RAIL ROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0816 ***********************************************************************
 BJ0816  DESIGNATION -  S 208
 BJ0816  PID         -  BJ0816
 BJ0816  STATE/COUNTY-  LA/IBERVILLE
 BJ0816  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0816
 BJ0816                         *CURRENT SURVEY CONTROL
 BJ0816  ___________________________________________________________________
 BJ0816* NAD 83(1986)-  30 14 53.     (N)    091 19 07.     (W)     SCALED    
 BJ0816* NAVD 88     -         2.938  (meters)       9.64   (feet)  ADJUSTED  
 BJ0816  ___________________________________________________________________
 BJ0816  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0816  DYNAMIC HT  -           2.934 (meters)       9.63  (feet)  COMP
 BJ0816  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 BJ0816
 BJ0816  VERT ORDER  -  FIRST     CLASS I
 BJ0816
 BJ0816.The horizontal coordinates were scaled from a topographic map and have
 BJ0816.an estimated accuracy of +/- 6 seconds.
 BJ0816
 BJ0816.The orthometric height was determined by differential leveling
 BJ0816.and adjusted by the National Geodetic Survey in February 1994..
 BJ0816
 BJ0816.The geoid height was determined by GEOID03.
 BJ0816
 BJ0816.The dynamic height is computed by dividing the NAVD 88
 BJ0816.geopotential number by the normal gravity value computed on the
 BJ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0816.degrees latitude (g = 980.6199 gals.).
 BJ0816
 BJ0816.The modeled gravity was interpolated from observed gravity values.
 BJ0816
 BJ0816;                    North         East    Units  Estimated Accuracy
 BJ0816;SPC LA S     -   193,760.    1,001,420.      MT  (+/- 180 meters Scaled)
 BJ0816
 BJ0816                          SUPERSEDED SURVEY CONTROL
 BJ0816
 BJ0816  NGVD 29 (??/??/??)    2.956  (m)            9.70   (f) ADJUSTED    1 1
 BJ0816
 BJ0816.Superseded values are not recommended for survey control.
 BJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0816.See file dsdata.txt to determine how the superseded data were derived.
 BJ0816
 BJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP617474(NAD 83)
 BJ0816_MARKER: DB = BENCH MARK DISK
 BJ0816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0816_SP_SET: 88 FT
 BJ0816_STAMPING: S 208 1964
 BJ0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0816
 BJ0816  HISTORY     - Date     Condition        Report By
 BJ0816  HISTORY     - 1964     MONUMENTED       CGS
 BJ0816  HISTORY     - 1976     GOOD             NGS
 BJ0816
 BJ0816                          STATION DESCRIPTION
 BJ0816
 BJ0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0816'3.7 MI W FROM CRESCENT.
 BJ0816'ABOUT 3.7 MILES WEST ALONG STATE ROAD 3066 FROM THE MT. ZION CHURCH AT
 BJ0816'CRESCENT, 43 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 77 FEET
 BJ0816'SOUTH OF THE SOUTH CORNER OF A HOUSE, 22 FEET NORTHEAST OF A 20-INCH
 BJ0816'GUM TREE, 1 FOOT NORTHWEST OF A BOARD FENCE, 1.0 FOOT NORTHEAST OF A
 BJ0816'WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, A DISK
 BJ0816'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 BJ0816'OF 88 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 4
 BJ0816'INCHES.
 BJ0816
 BJ0816                          STATION RECOVERY (1976)
 BJ0816
 BJ0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0816'7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0816'FROM THE POST OFFICE, AT THE JUNCTION OF A DRIVEWAY LEADING EAST, 43
 BJ0816'FT EAST OF THE CENTER LINE OF THE HIGHWAY, 103 FT SOUTH OF THE CENTER
 BJ0816'LINE OF THE DRIVEWAY, 77.3 FT WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 BJ0816'22 FT SOUTH OF THE SOUTH ONE OF TWO 24-INCH TREES, 19.5 FT EAST OF A
 BJ0816'TELEPHONE POLE, 1.0 FT NORTH OF A FENCE, THE DISK IS 0.2 FT BELOW THE
 BJ0816'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0850 ***********************************************************************
 BJ0850  DESIGNATION -  S 209
 BJ0850  PID         -  BJ0850
 BJ0850  STATE/COUNTY-  LA/IBERIA
 BJ0850  USGS QUAD   -  PIGEON (1980)
 BJ0850
 BJ0850                         *CURRENT SURVEY CONTROL
 BJ0850  ___________________________________________________________________
 BJ0850* NAD 83(1986)-  30 00 25.     (N)    091 15 44.     (W)     SCALED    
 BJ0850* NAVD 88     -         1.02   (+/-2cm)       3.3    (feet)  VERTCON   
 BJ0850  ___________________________________________________________________
 BJ0850  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BJ0850
 BJ0850  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0850
 BJ0850.The horizontal coordinates were scaled from a topographic map and have
 BJ0850.an estimated accuracy of +/- 6 seconds.
 BJ0850
 BJ0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0850.The vertical order pertains to the NGVD 29 superseded value.
 BJ0850
 BJ0850.The geoid height was determined by GEOID03.
 BJ0850
 BJ0850;                    North         East    Units  Estimated Accuracy
 BJ0850;SPC LA S     -   167,040.    1,006,860.      MT  (+/- 180 meters Scaled)
 BJ0850
 BJ0850                          SUPERSEDED SURVEY CONTROL
 BJ0850
 BJ0850  NGVD 29 (??/??/??)    1.067  (m)            3.50   (f) ADJUSTED    1 2
 BJ0850
 BJ0850.Superseded values are not recommended for survey control.
 BJ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0850.See file dsdata.txt to determine how the superseded data were derived.
 BJ0850
 BJ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP676208(NAD 83)
 BJ0850_MARKER: DB = BENCH MARK DISK
 BJ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0850_STAMPING: S 209 1964
 BJ0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0850+STABILITY: SURFACE MOTION
 BJ0850
 BJ0850  HISTORY     - Date     Condition        Report By
 BJ0850  HISTORY     - 1964     MONUMENTED       CGS
 BJ0850  HISTORY     - 1965     GOOD             CGS
 BJ0850  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0850
 BJ0850                          STATION DESCRIPTION
 BJ0850
 BJ0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0850'4.8 MI SE FROM PIGEON.
 BJ0850'ABOUT 4.8 MILES SOUTHEAST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 BJ0850'SOUTH END OF THE DRAWBRIDGE OVER THE LOWER GRAND RIVER AT PIGEON, 291
 BJ0850'FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE, 56 FEET SOUTHEAST OF
 BJ0850'THE CENTER LINE OF THE ROAD, 21.5 FEET NORTHWEST OF A 16-INCH OAK TREE
 BJ0850'WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 18 FEET NORTH OF A
 BJ0850'10-INCH CYPRESS TREE WITH TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 8
 BJ0850'FEET EAST OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 BJ0850'NORTHWEST SIDE, 1.5 FEET EAST OF A WOODEN WITNESS POST, ABOUT 3 FEET
 BJ0850'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ0850'PROJECTING 1 FOOT.
 BJ0850
 BJ0850                          STATION RECOVERY (1976)
 BJ0850
 BJ0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0850'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 BJ0850'IT IS BELIEVED DESTROYED OR BURIED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0941 ***********************************************************************
 BJ0941  DESIGNATION -  S 21
 BJ0941  PID         -  BJ0941
 BJ0941  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0941  USGS QUAD   -  HAMMOND (1994)
 BJ0941
 BJ0941                         *CURRENT SURVEY CONTROL
 BJ0941  ___________________________________________________________________
 BJ0941* NAD 83(1986)-  30 30 37.     (N)    090 26 58.     (W)     SCALED    
 BJ0941* NAVD 88     -        12.119  (meters)      39.76   (feet)  ADJUSTED  
 BJ0941  ___________________________________________________________________
 BJ0941  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0941  DYNAMIC HT  -          12.103 (meters)      39.71  (feet)  COMP
 BJ0941  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 BJ0941
 BJ0941  VERT ORDER  -  FIRST     CLASS II
 BJ0941
 BJ0941.The horizontal coordinates were scaled from a topographic map and have
 BJ0941.an estimated accuracy of +/- 6 seconds.
 BJ0941
 BJ0941.The orthometric height was determined by differential leveling
 BJ0941.and adjusted by the National Geodetic Survey in February 1994..
 BJ0941
 BJ0941.The geoid height was determined by GEOID03.
 BJ0941
 BJ0941.The dynamic height is computed by dividing the NAVD 88
 BJ0941.geopotential number by the normal gravity value computed on the
 BJ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0941.degrees latitude (g = 980.6199 gals.).
 BJ0941
 BJ0941.The modeled gravity was interpolated from observed gravity values.
 BJ0941
 BJ0941;                    North         East    Units  Estimated Accuracy
 BJ0941;SPC LA S     -   223,160.    1,084,840.      MT  (+/- 180 meters Scaled)
 BJ0941
 BJ0941                          SUPERSEDED SURVEY CONTROL
 BJ0941
 BJ0941  NAVD 88 (06/15/91)   12.155  (m)           39.88   (f) UNKNOWN     1 2
 BJ0941  NGVD 29 (??/??/??)   12.133  (m)           39.81   (f) ADJUSTED    1 2
 BJ0941
 BJ0941.Superseded values are not recommended for survey control.
 BJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0941.See file dsdata.txt to determine how the superseded data were derived.
 BJ0941
 BJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP447780(NAD 83)
 BJ0941_MARKER: DB = BENCH MARK DISK
 BJ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0941_SP_SET: CONCRETE POST
 BJ0941_STAMPING: S 21 1934 40.197
 BJ0941_MARK LOGO: CGS   
 BJ0941_PROJECTION: FLUSH
 BJ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0941+STABILITY: SURFACE MOTION
 BJ0941
 BJ0941  HISTORY     - Date     Condition        Report By
 BJ0941  HISTORY     - 1934     MONUMENTED       CGS
 BJ0941  HISTORY     - 1969     GOOD             CGS
 BJ0941  HISTORY     - 1976     GOOD             NGS
 BJ0941  HISTORY     - 1986     GOOD             NGS
 BJ0941
 BJ0941                          STATION DESCRIPTION
 BJ0941
 BJ0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0941'0.9 MI E FROM HAMMOND.
 BJ0941'ABOUT 0.9 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0941'STATION AT HAMMOND, 150 YARDS EAST OF A RAILROAD WOODEN TRESTLE, NEAR
 BJ0941'THE CROSSING OF A GRAVELED ROAD, 35 FEET SOUTHEAST OF THE CENTER OF
 BJ0941'THE CROSSING, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET
 BJ0941'SOUTH OF THE SOUTH RAIL, 10 1/2 FEET NORTH OF THE CENTER LINE OF A
 BJ0941'GRAVELED ROAD WHICH PARALLEL THE TRACK, 1.5 FEET EAST OF A METAL
 BJ0941'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 BJ0941'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ0941'SEC 19, T 6S, R 8E.
 BJ0941
 BJ0941                          STATION RECOVERY (1976)
 BJ0941
 BJ0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0941'0.9 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION,
 BJ0941'0.1 MILE EAST OF A WOODEN RAILROAD BRIDGE, AT THE CROSSING OF EAST
 BJ0941'CHURCH STREET, 35 FT SOUTHEAST OF THE CENTER OF THE CROSSING, 33
 BJ0941'FEET EAST OF THE CENTER LINE OF THE STREET, 27.2 FT SOUTH OF THE
 BJ0941'SOUTH RAIL OF THE TRACK, 10.5 FT NORTH OF THE CENTER LINE OF A
 BJ0941'GRAVELED ROAD ALONG SOUTH SIDE OF THE TRACK
 BJ0941
 BJ0941                          STATION RECOVERY (1986)
 BJ0941
 BJ0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0941'RECOVERED IN GOOD CONDITION.  THE RECOVERY BY NGS IS ADEQUATE WITH THE
 BJ0941'FOLLOWING CORRECTIONS.  CHURCH STREET HAS NO CENTERLINE, GRAVELED ROAD
 BJ0941'HAS NO CENTERLINE AND IS NOW PAVED, DELETE 1 FOOT NORTH FROM A WITNESS
 BJ0941'POST, ADD 3.90 METERS (12.8 FT) SOUTHWEST OF A STOP SIGN AND
 BJ0941'0.36 METERS (1.2 FT) SOUTH-SOUTHWEST OF A 3-INCH OAK TREE.  NOTE---THE
 BJ0941'CONCRETE IS CHIPPED AWAY FROM THE SOUTHEAST SIDE OF DISK AND POST BUT
 BJ0941'MARK REMAINS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2483 ***********************************************************************
 BJ2483  DESIGNATION -  S 218
 BJ2483  PID         -  BJ2483
 BJ2483  STATE/COUNTY-  LA/ST LANDRY
 BJ2483  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2483
 BJ2483                         *CURRENT SURVEY CONTROL
 BJ2483  ___________________________________________________________________
 BJ2483* NAD 83(1986)-  30 25 45.     (N)    091 43 18.     (W)     SCALED    
 BJ2483* NAVD 88     -         7.72   (+/-2cm)      25.3    (feet)  VERTCON   
 BJ2483  ___________________________________________________________________
 BJ2483  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2483
 BJ2483  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2483
 BJ2483.The horizontal coordinates were scaled from a topographic map and have
 BJ2483.an estimated accuracy of +/- 6 seconds.
 BJ2483
 BJ2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2483.The vertical order pertains to the NGVD 29 superseded value.
 BJ2483
 BJ2483.The geoid height was determined by GEOID03.
 BJ2483
 BJ2483;                    North         East    Units  Estimated Accuracy
 BJ2483;SPC LA S     -   213,900.      962,700.      MT  (+/- 180 meters Scaled)
 BJ2483
 BJ2483                          SUPERSEDED SURVEY CONTROL
 BJ2483
 BJ2483  NGVD 29 (??/??/??)    7.735  (m)           25.38   (f) ADJUSTED    1 2
 BJ2483
 BJ2483.Superseded values are not recommended for survey control.
 BJ2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2483.See file dsdata.txt to determine how the superseded data were derived.
 BJ2483
 BJ2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP227670(NAD 83)
 BJ2483_MARKER: DB = BENCH MARK DISK
 BJ2483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2483_SP_SET: 64 FEET
 BJ2483_STAMPING: S 218 1965
 BJ2483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2483
 BJ2483  HISTORY     - Date     Condition        Report By
 BJ2483  HISTORY     - 1965     MONUMENTED       CGS
 BJ2483
 BJ2483                          STATION DESCRIPTION
 BJ2483
 BJ2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2483'13.75 MI N FROM BUTTE LA ROSE.
 BJ2483'13.75 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT LANDING AT
 BJ2483'BUTTE LA ROSE, IN S 23, T 7 S, R 7 E, 101 FEET NORTHEAST OF AND ACROSS
 BJ2483'THE LEVEE FROM THE CENTER LINE OF DIRT ROAD, 52 FEET NORTHEAST OF THE
 BJ2483'CENTER AND TOP OF LEVEE, 23.5 FEET SOUTHEAST OF A HIGH PRESSURE GAS
 BJ2483'LINE MARKER, 1.5 FEET NORTHEAST OF A CREOSOTED WITNESS POST, ABOUT 7
 BJ2483'FEET BELOW THE TOP OF THE LEVEE, AND ON THE TOP OF A 5/8 INCH COPPER
 BJ2483'COATED ROD THAT IS DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED IN A 5
 BJ2483'INCH CAST IRON PIPE PROJECTING 5 INCHES.  NOTE-- LINE LEADS NORTHEAST
 BJ2483'ALONG PIPE LINE AND ACROSS THE ATCHAFALAYA RIVER FROM THIS BENCH MARK.
 BJ2483'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 9.3 MILES SOUTH ALONG
 BJ2483'THE LEVEE AND DIRT ROAD FROM THE WEST END OF THE MISSOURI PACIFIC
 BJ2483'RAILROAD BRIDGE AT KROTZ SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1415 ***********************************************************************
 BH1415  DESIGNATION -  S 22
 BH1415  PID         -  BH1415
 BH1415  STATE/COUNTY-  LA/ST TAMMANY
 BH1415  USGS QUAD   -  BUSH (1983)
 BH1415
 BH1415                         *CURRENT SURVEY CONTROL
 BH1415  ___________________________________________________________________
 BH1415* NAD 83(1986)-  30 31 31.     (N)    089 52 36.     (W)     SCALED    
 BH1415* NAVD 88     -        18.36   (+/-2cm)      60.2    (feet)  VERTCON   
 BH1415  ___________________________________________________________________
 BH1415  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BH1415
 BH1415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1415
 BH1415.The horizontal coordinates were scaled from a topographic map and have
 BH1415.an estimated accuracy of +/- 6 seconds.
 BH1415
 BH1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1415.The vertical order pertains to the NGVD 29 superseded value.
 BH1415
 BH1415.The geoid height was determined by GEOID03.
 BH1415
 BH1415;                    North         East    Units  Estimated Accuracy
 BH1415;SPC LA S     -   225,380.    1,139,790.      MT  (+/- 180 meters Scaled)
 BH1415
 BH1415                          SUPERSEDED SURVEY CONTROL
 BH1415
 BH1415  NGVD 29 (??/??/??)   18.441  (m)           60.50   (f) ADJUSTED    2 0
 BH1415
 BH1415.Superseded values are not recommended for survey control.
 BH1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1415.See file dsdata.txt to determine how the superseded data were derived.
 BH1415
 BH1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU239805(NAD 83)
 BH1415_MARKER: DB = BENCH MARK DISK
 BH1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1415_STAMPING: 61 S 22 1934
 BH1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1415+STABILITY: SURFACE MOTION
 BH1415
 BH1415  HISTORY     - Date     Condition        Report By
 BH1415  HISTORY     - 1934     MONUMENTED       CGS
 BH1415  HISTORY     - 1955     GOOD             CGS
 BH1415  HISTORY     - 20060424 MARK NOT FOUND   NGS
 BH1415
 BH1415                          STATION DESCRIPTION
 BH1415
 BH1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1415'0.5 MI S FROM TALISHEEK.
 BH1415'0.5 MILE SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BH1415'TALISHEEK, ST. TAMMANY PARISH, 7 POLES SOUTH OF MILEPOST 53, 33 FEET
 BH1415'EAST OF THE EAST RAIL OF THE MAIN TRACK, 15 FEET EAST OF THE EAST RAIL
 BH1415'OF A SIDE TRACK, 27 FEET SOUTH OF A POLE, IN LINE WITH THE ROW OF
 BH1415'POLES, AND 1-1/2 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK,
 BH1415'STAMPED 61 S 22 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BH1415'6 INCHES ABOVE GROUND.
 BH1415
 BH1415                          STATION RECOVERY (2006)
 BH1415
 BH1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1415'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1418 ***********************************************************************
 AU1418  DESIGNATION -  S 227
 AU1418  PID         -  AU1418
 AU1418  STATE/COUNTY-  LA/TERREBONNE
 AU1418  USGS QUAD   -  HUMPHREYS (1980)
 AU1418
 AU1418                         *CURRENT SURVEY CONTROL
 AU1418  ___________________________________________________________________
 AU1418* NAD 83(1992)-  29 35 40.19986(N)    090 49 37.49694(W)     ADJUSTED  
 AU1418* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU1418  **This station is located in a subsidence area (see below).
 AU1418  ___________________________________________________________________
 AU1418  X           -     -80,121.469 (meters)                     COMP
 AU1418  Y           -  -5,549,994.388 (meters)                     COMP
 AU1418  Z           -   3,131,355.572 (meters)                     COMP
 AU1418  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU1418  ELLIP HEIGHT-         -23.76  (meters)          (02/21/02) GPS OBS
 AU1418  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AU1418  DYNAMIC HT  -           1.7   (meters)       6.    (feet)  COMP
 AU1418  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 AU1418
 AU1418  HORZ ORDER  -  FIRST
 AU1418  VERT ORDER  -  THIRD (See Below)
 AU1418  ELLP ORDER  -  FIFTH     CLASS I
 AU1418
 AU1418.The horizontal coordinates were established by GPS observations
 AU1418.and adjusted by the National Geodetic Survey in December 1998..
 AU1418
 AU1418 ** The orthometric height has not been validated since last determined
 AU1418 ** by differential leveling and should not be used for control purposes.
 AU1418 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1418 ** area with valid NAVD 88 orthometric heights.
 AU1418 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1418 ** epoch indicated which incorporates improved geoid heights for the
 AU1418 ** Southern Louisiana Subsidence area.
 AU1418 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1418.The orthometric height was scaled from a topographic map.
 AU1418.The vertical order pertains to the first NAVD 88 superseded value.
 AU1418
 AU1418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1418
 AU1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1418
 AU1418.The ellipsoidal height was determined by GPS observations
 AU1418.and is referenced to NAD 83.
 AU1418
 AU1418.The geoid height was determined by GEOID03.
 AU1418
 AU1418.The dynamic height is computed by dividing the NAVD 88
 AU1418.geopotential number by the normal gravity value computed on the
 AU1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1418.degrees latitude (g = 980.6199 gals.).
 AU1418
 AU1418.The modeled gravity was interpolated from observed gravity values.
 AU1418
 AU1418;                    North         East     Units Scale Factor Converg.
 AU1418;SPC LA S     -   121,428.419 1,049,041.047   MT  0.99995073   +0 15 11.3
 AU1418;SPC LA S     -   398,386.40  3,441,728.84   sFT  0.99995073   +0 15 11.3
 AU1418;UTM  15      - 3,275,825.401   710,445.666   MT  1.00014648   +1 04 24.6
 AU1418
 AU1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1418!SPC LA S     -   1.00000373  x   0.99995073  =   0.99995446
 AU1418!UTM  15      -   1.00000373  x   1.00014648  =   1.00015021
 AU1418
 AU1418:                Primary Azimuth Mark                     Grid Az
 AU1418:SPC LA S     -  S 227 AZ MK                              328 17 28.4
 AU1418:UTM  15      -  S 227 AZ MK                              327 28 15.1
 AU1418
 AU1418|---------------------------------------------------------------------|
 AU1418| PID    Reference Object                     Distance      Geod. Az  |
 AU1418|                                                           dddmmss.s |
 AU1418| AH6208 S 227 AZ MK                         APPROX. 0.8 KM 3283239.7 |
 AU1418|---------------------------------------------------------------------|
 AU1418
 AU1418                          SUPERSEDED SURVEY CONTROL
 AU1418
 AU1418  ELLIP H (12/17/98)  -23.73   (m)                       GP(       ) 4 2
 AU1418  NAVD 88 (06/15/91)    1.845  (m)            6.05   (f) UNKNOWN     1 2
 AU1418  NGVD 29 (??/??/??)    1.881  (m)            6.17   (f) ADJUSTED    1 2
 AU1418
 AU1418.Superseded values are not recommended for survey control.
 AU1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1418.See file dsdata.txt to determine how the superseded data were derived.
 AU1418
 AU1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1044675825(NAD 83)
 AU1418_MARKER: DB = BENCH MARK DISK
 AU1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1418_SP_SET: CONCRETE POST
 AU1418_STAMPING: S 227 1965
 AU1418_MARK LOGO: CGS   
 AU1418_PROJECTION: FLUSH
 AU1418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1418+STABILITY: SURFACE MOTION
 AU1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1418+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1418
 AU1418  HISTORY     - Date     Condition        Report By
 AU1418  HISTORY     - 1965     MONUMENTED       CGS
 AU1418  HISTORY     - 1982     GOOD             NGS
 AU1418  HISTORY     - 19930303 GOOD             NGS
 AU1418  HISTORY     - 19950103 GOOD             MPHI
 AU1418
 AU1418                          STATION DESCRIPTION
 AU1418
 AU1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1418'10.05 MI W FROM HOUMA.
 AU1418'0.2 MILE EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1418'THENCE 9.85 MILES WEST ALONG U.S. HIGHWAY 90, IN SECTION 50, T 17 S, R
 AU1418'16 E, 67 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 AU1418'NORTH OF THE NORTH CORNER OF A HOUSE ON THE PROPERTY NOW OWNED BY MR.
 AU1418'ROBERT COX, 60 FEET NORTHWEST OF A LONE 12-INCH CEDAR TREE, 1 FOOT
 AU1418'SOUTHEAST OF A FENCE, 25 FEET SOUTHWEST OF THE FENCE CORNER, 21 FEET
 AU1418'NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 12 FEET SOUTHWEST
 AU1418'OF A GAS LINE PIPE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET
 AU1418'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AU1418
 AU1418                          STATION RECOVERY (1982)
 AU1418
 AU1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1418'THE MARK IS 0.61 M BELOW HIGHWAY.
 AU1418'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. 21.98 KILOMETERS
 AU1418'(13.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHEAST END
 AU1418'OF THE HIGHWAY BRIDGE OVER BAYOU BLACK IN GIBSON, TO THE MARK ON THE
 AU1418'RIGHT, ON THE NORTHWEST SIDE OF THE PROPERTY LINE OF A SINGLE STORY
 AU1418'FRAME HOUSE, 20.42 METERS (67.0 FEET) SOUTHWEST OF THE CENTER LINE OF
 AU1418'THE HIGHWAY, 17.06 METERS (56.0 FEET) NORTH OF THE NORTH CORNER OF THE
 AU1418'FRAME HOUSE, 8.47 METERS (27.8 FEET) SOUTH OF A FIRE HYDRANT, 7.62
 AU1418'METERS (25.0 FEET) SOUTHWEST OF THE EAST CORNER POST OF A BARB WIRE
 AU1418'FENCE, 0.30 METER (1.0 FOOT) SOUTHEAST OF THE BARB WIRE FENCE.
 AU1418'THE MARK IS 0.18 METERS  SE FROM A WITNESS POST.
 AU1418
 AU1418                          STATION RECOVERY (1993)
 AU1418
 AU1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1418'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE
 AU1418'IN HOUMA, THENCE 15.0 KM (9.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY
 AU1418'90, 20.4 M (66.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.5
 AU1418'M (57.4 FT) EAST-SOUTHEAST OF THE EAST CORNER OF HOUSE NUMBER 4137,
 AU1418'8.4 M (27.6 FT) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 5.2 M (17.1 FT)
 AU1418'NORTHWEST OF THE CENTER OF A DRIVEWAY, 0.4 M (1.3 FT) BELOW THE LEVEL
 AU1418'OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE
 AU1418'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AU1418
 AU1418                          STATION RECOVERY (1995)
 AU1418
 AU1418'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6208 ***********************************************************************
 AH6208  DESIGNATION -  S 227 AZ MK
 AH6208  PID         -  AH6208
 AH6208  STATE/COUNTY-  LA/TERREBONNE
 AH6208  USGS QUAD   -  HUMPHREYS (1980)
 AH6208
 AH6208                         *CURRENT SURVEY CONTROL
 AH6208  ___________________________________________________________________
 AH6208* NAD 83(1992)-  29 36 01.89890(N)    090 49 52.68623(W)     ADJUSTED  
 AH6208* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6208  **This station is located in a subsidence area (see below).
 AH6208  ___________________________________________________________________
 AH6208  X           -     -80,525.389 (meters)                     COMP
 AH6208  Y           -  -5,549,659.094 (meters)                     COMP
 AH6208  Z           -   3,131,936.840 (meters)                     COMP
 AH6208  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6208  ELLIP HEIGHT-         -23.10  (meters)          (02/21/02) GPS OBS
 AH6208  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6208
 AH6208  HORZ ORDER  -  FIRST
 AH6208  ELLP ORDER  -  FIFTH     CLASS I
 AH6208
 AH6208.The horizontal coordinates were established by GPS observations
 AH6208.and adjusted by the National Geodetic Survey in December 1998..
 AH6208
 AH6208 ** The orthometric height has not been validated since last determined
 AH6208 ** by differential leveling and should not be used for control purposes.
 AH6208 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6208 ** area with valid NAVD 88 orthometric heights.
 AH6208 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6208 ** epoch indicated which incorporates improved geoid heights for the
 AH6208 ** Southern Louisiana Subsidence area.
 AH6208 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6208.The orthometric height was determined by GPS observations and a
 AH6208.high-resolution geoid model.
 AH6208
 AH6208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6208
 AH6208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6208
 AH6208.The ellipsoidal height was determined by GPS observations
 AH6208.and is referenced to NAD 83.
 AH6208
 AH6208.The geoid height was determined by GEOID03.
 AH6208
 AH6208;                    North         East     Units Scale Factor Converg.
 AH6208;SPC LA S     -   122,094.704 1,048,629.400   MT  0.99994999   +0 15 03.7
 AH6208;SPC LA S     -   400,572.37  3,440,378.29   sFT  0.99994999   +0 15 03.7
 AH6208;UTM  15      - 3,276,485.853   710,024.437   MT  1.00014429   +1 04 17.8
 AH6208
 AH6208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6208!SPC LA S     -   1.00000363  x   0.99994999  =   0.99995362
 AH6208!UTM  15      -   1.00000363  x   1.00014429  =   1.00014792
 AH6208
 AH6208:                Primary Azimuth Mark                     Grid Az
 AH6208:SPC LA S     -  S 227                                    148 17 28.5
 AH6208:UTM  15      -  S 227                                    147 28 14.4
 AH6208
 AH6208|---------------------------------------------------------------------|
 AH6208| PID    Reference Object                     Distance      Geod. Az  |
 AH6208|                                                           dddmmss.s |
 AH6208| AU1418 S 227                               APPROX. 0.8 KM 1483232.2 |
 AH6208|---------------------------------------------------------------------|
 AH6208
 AH6208                          SUPERSEDED SURVEY CONTROL
 AH6208
 AH6208  ELLIP H (12/17/98)  -23.06   (m)                       GP(       ) 4 2
 AH6208
 AH6208.Superseded values are not recommended for survey control.
 AH6208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6208.See file dsdata.txt to determine how the superseded data were derived.
 AH6208
 AH6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1002476486(NAD 83)
 AH6208_MARKER: DD = SURVEY DISK
 AH6208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6208_STAMPING: S-227 AZ MK 1993
 AH6208_MARK LOGO: TPCG  
 AH6208_PROJECTION: FLUSH
 AH6208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6208+STABILITY: SURFACE MOTION
 AH6208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6208+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6208
 AH6208  HISTORY     - Date     Condition        Report By
 AH6208  HISTORY     - 1993     MONUMENTED       GSENG
 AH6208
 AH6208                          STATION DESCRIPTION
 AH6208
 AH6208'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6208'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6208'U.S. HIGHWAY 90, (TOWNSHIP 17 SOUTH RANGE 16 EAST SECTION 49).
 AH6208'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.25 FT BELOW
 AH6208'THE SHOULDER OF THE HIGHWAY. MONUMENT IS ABOUT 2560 FT (780.3 M)
 AH6208'NORTHWEST OF THE U.S.C. AND G.S. BENCH MARK S-227, 16.05 FT (4.89 M)
 AH6208'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 90, 127.43 FT (38.84 M)
 AH6208'SOUTHEAST OF A NAIL/SHINER IN THE CENTERLINE OF U.S. HIGHWAY 90 AND
 AH6208'ITS INTERSECTION WITH A TEXACO PIPELINE, 109.20 FT (33.28 M) NORTH OF
 AH6208'A 6 INCH PIPE FOR A BILLBOARD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2200 ***********************************************************************
 CP2200  DESIGNATION -  S 23
 CP2200  PID         -  CP2200
 CP2200  STATE/COUNTY-  LA/MOREHOUSE
 CP2200  USGS QUAD   -  BASTROP (1994)
 CP2200
 CP2200                         *CURRENT SURVEY CONTROL
 CP2200  ___________________________________________________________________
 CP2200* NAD 83(1986)-  32 46 29.     (N)    091 52 50.     (W)     SCALED    
 CP2200* NAVD 88     -        46.333  (meters)     152.01   (feet)  ADJUSTED  
 CP2200  ___________________________________________________________________
 CP2200  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP2200  DYNAMIC HT  -          46.282 (meters)     151.84  (feet)  COMP
 CP2200  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 CP2200
 CP2200  VERT ORDER  -  SECOND    CLASS 0
 CP2200
 CP2200.The horizontal coordinates were scaled from a topographic map and have
 CP2200.an estimated accuracy of +/- 6 seconds.
 CP2200
 CP2200.The orthometric height was determined by differential leveling
 CP2200.and adjusted by the National Geodetic Survey in June 1991..
 CP2200
 CP2200.The geoid height was determined by GEOID03.
 CP2200
 CP2200.The dynamic height is computed by dividing the NAVD 88
 CP2200.geopotential number by the normal gravity value computed on the
 CP2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2200.degrees latitude (g = 980.6199 gals.).
 CP2200
 CP2200.The modeled gravity was interpolated from observed gravity values.
 CP2200
 CP2200;                    North         East    Units  Estimated Accuracy
 CP2200;SPC LA N     -   252,390.    1,058,040.      MT  (+/- 180 meters Scaled)
 CP2200
 CP2200                          SUPERSEDED SURVEY CONTROL
 CP2200
 CP2200  NGVD 29 (??/??/92)   46.406  (m)          152.25   (f) ADJ UNCH    2 0
 CP2200
 CP2200.Superseded values are not recommended for survey control.
 CP2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2200.See file dsdata.txt to determine how the superseded data were derived.
 CP2200
 CP2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS048268(NAD 83)
 CP2200_MARKER: DB = BENCH MARK DISK
 CP2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2200_STAMPING: S-23 1935
 CP2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2200+STABILITY: SURFACE MOTION
 CP2200
 CP2200  HISTORY     - Date     Condition        Report By
 CP2200  HISTORY     - 1935     MONUMENTED       CGS
 CP2200  HISTORY     - 1979     GOOD             LADTD
 CP2200
 CP2200                          STATION DESCRIPTION
 CP2200
 CP2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2200'2.1 MI E FROM BASTROP.
 CP2200'2.1 MILES EAST OF, ALONG U.S. HWY 165, FROM CITY HALL. ABOUT .2 MILE
 CP2200'WEST OF CURVE IN HIGHWAY.  ABOUT.1 MILE WEST OF WHITE HOUSE WITH GREEN
 CP2200'ROOF ON NORTH SIDE OF HWY.  37.5 FEET SOUTH OF CENTERLINE OF U.S. HWY.
 CP2200'165.  21.9 FEET EAST OF NORTHWEST FENCE CORNER. 13.4 FEET SOUTHEAST OF
 CP2200'TELEPHONE POLE E-46-669  2.8 FEET NORTH OF FENCE. TABLET SET IN
 CP2200'PRECAST CONCRETE POST.
 CP2200
 CP2200                          STATION RECOVERY (1979)
 CP2200
 CP2200'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 CP2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2349 ***********************************************************************
 CP2349  DESIGNATION -  S 23 RESET
 CP2349  PID         -  CP2349
 CP2349  STATE/COUNTY-  LA/MOREHOUSE
 CP2349  USGS QUAD   -  BASTROP (1994)
 CP2349
 CP2349                         *CURRENT SURVEY CONTROL
 CP2349  ___________________________________________________________________
 CP2349* NAD 83(1986)-  32 46 29.     (N)    091 52 50.     (W)     SCALED    
 CP2349* NAVD 88     -        45.877  (meters)     150.51   (feet)  ADJUSTED  
 CP2349  ___________________________________________________________________
 CP2349  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP2349  DYNAMIC HT  -          45.827 (meters)     150.35  (feet)  COMP
 CP2349  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 CP2349
 CP2349  VERT ORDER  -  SECOND    CLASS I
 CP2349
 CP2349.The horizontal coordinates were scaled from a topographic map and have
 CP2349.an estimated accuracy of +/- 6 seconds.
 CP2349
 CP2349.The orthometric height was determined by differential leveling
 CP2349.and adjusted by the National Geodetic Survey in July 1998..
 CP2349
 CP2349.The geoid height was determined by GEOID03.
 CP2349
 CP2349.The dynamic height is computed by dividing the NAVD 88
 CP2349.geopotential number by the normal gravity value computed on the
 CP2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2349.degrees latitude (g = 980.6199 gals.).
 CP2349
 CP2349.The modeled gravity was interpolated from observed gravity values.
 CP2349
 CP2349;                    North         East    Units  Estimated Accuracy
 CP2349;SPC LA N     -   252,390.    1,058,040.      MT  (+/- 180 meters Scaled)
 CP2349
 CP2349                          SUPERSEDED SURVEY CONTROL
 CP2349
 CP2349  NGVD 29 (09/18/05)   45.91   (m)          150.6    (f) RESET       3  
 CP2349
 CP2349.Superseded values are not recommended for survey control.
 CP2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2349.See file dsdata.txt to determine how the superseded data were derived.
 CP2349
 CP2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS048268(NAD 83)
 CP2349_MARKER: DB = BENCH MARK DISK
 CP2349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2349_SP_SET: STAINLESS STEEL ROD
 CP2349_STAMPING: S 23 RESET 1983
 CP2349_MARK LOGO: LADTD 
 CP2349_PROJECTION: FLUSH
 CP2349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2349_ROD/PIPE-DEPTH: 3.66 meters
 CP2349
 CP2349  HISTORY     - Date     Condition        Report By
 CP2349  HISTORY     - 1983     MONUMENTED       LADTD
 CP2349  HISTORY     - 1986     GOOD             LADTD
 CP2349
 CP2349                          STATION DESCRIPTION
 CP2349
 CP2349'DESCRIBED BY LA TRANSP AND DEV 1983
 CP2349'3.4 KM (2.1 MI) EAST FROM BASTROP.
 CP2349'3.4 KM (2.1 MI) EAST ALONG U.S. HIGHWAY 165 FROM THE CITY HALL IN
 CP2349'BASTROP, 42.2 METERS (137.0 FT) NORTH-NORTHEAST OF THE NORTHEAST
 CP2349'CORNER OF A BRICK HOUSE, 17.7 METERS (57.5 FT) NORTHEAST OF A 12-INCH
 CP2349'OAK TREE, AND 12.9 METERS (41.8 FT) SOUTH OF CENTERLINE OF U.S.
 CP2349'HIGHWAY 165.
 CP2349'THE MARK IS 0.5 FT  W FROM A WITNESS POST.
 CP2349
 CP2349                          STATION RECOVERY (1986)
 CP2349
 CP2349'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0060 ***********************************************************************
 BX0060  DESIGNATION -  S 230
 BX0060  PID         -  BX0060
 BX0060  STATE/COUNTY-  LA/GRANT
 BX0060  USGS QUAD   -  GEORGETOWN (1984)
 BX0060
 BX0060                         *CURRENT SURVEY CONTROL
 BX0060  ___________________________________________________________________
 BX0060* NAD 83(1986)-  31 45 56.     (N)    092 23 02.     (W)     SCALED    
 BX0060* NAVD 88     -        28.69   (+/-2cm)      94.1    (feet)  VERTCON   
 BX0060  ___________________________________________________________________
 BX0060  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0060
 BX0060  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0060
 BX0060.The horizontal coordinates were scaled from a topographic map and have
 BX0060.an estimated accuracy of +/- 6 seconds.
 BX0060
 BX0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0060.The vertical order pertains to the NGVD 29 superseded value.
 BX0060
 BX0060.The geoid height was determined by GEOID03.
 BX0060
 BX0060;                    North         East    Units  Estimated Accuracy
 BX0060;SPC LA N     -   140,320.    1,011,000.      MT  (+/- 180 meters Scaled)
 BX0060
 BX0060                          SUPERSEDED SURVEY CONTROL
 BX0060
 BX0060  NGVD 29 (??/??/??)   28.703  (m)           94.17   (f) ADJUSTED    1 2
 BX0060
 BX0060.Superseded values are not recommended for survey control.
 BX0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0060.See file dsdata.txt to determine how the superseded data were derived.
 BX0060
 BX0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR583146(NAD 83)
 BX0060_MARKER: DB = BENCH MARK DISK
 BX0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0060_SP_SET: OVERPASS
 BX0060_STAMPING: S 230 1965
 BX0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0060+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BX0060
 BX0060  HISTORY     - Date     Condition        Report By
 BX0060  HISTORY     - 1965     MONUMENTED       CGS
 BX0060  HISTORY     - 1980     GOOD             LOCENG
 BX0060  HISTORY     - 20041116 GOOD             USPSQD
 BX0060
 BX0060                          STATION DESCRIPTION
 BX0060
 BX0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0060'IN GEORGETOWN.
 BX0060'AT GEORGETOWN, IN SECTION 17, T 9 N, R 1 E, AT THE U.S. HIGHWAY 165
 BX0060'OVERPASS OVER THE MISSOURI PACIFIC RAILROAD AND THE LOUISIANA MIDLAND
 BX0060'RAILROAD, SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE LEDGE
 BX0060'AT THE TOP OF THE FOOTING FOR THE MOST NORTHEASTERLY CONCRETE PILLAR
 BX0060'OF THE OVERPASS, 42 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF
 BX0060'THE LOUISIANA MIDLAND RAILROAD, 7 FEET EAST OF THE EAST RAIL OF THE
 BX0060'MAIN TRACK OF THE MISSOURI PACIFIC RAILROAD, 53.4 FEET EAST OF AND
 BX0060'ACROSS THE MISSOURI PACIFIC RAILROAD FROM BENCH MARK P.T.S. 3 (USGS),
 BX0060'ABOUT LEVEL WITH THE TRACK, AND ABOUT 14 INCHES ABOVE THE GROUND.
 BX0060
 BX0060                          STATION RECOVERY (1980)
 BX0060
 BX0060'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BX0060'RECOVERED IN GOOD CONDITION.
 BX0060
 BX0060                          STATION RECOVERY (2004)
 BX0060
 BX0060'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0060'FOOTING AND MARKER ARE NOW FLUSH WITH THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0680 ***********************************************************************
 BX0680  DESIGNATION -  S 231
 BX0680  PID         -  BX0680
 BX0680  STATE/COUNTY-  LA/RAPIDES
 BX0680  USGS QUAD   -  ALEXANDRIA (1992)
 BX0680
 BX0680                         *CURRENT SURVEY CONTROL
 BX0680  ___________________________________________________________________
 BX0680* NAD 83(1986)-  31 21 33.     (N)    092 26 29.     (W)     SCALED    
 BX0680* NAVD 88     -        36.99   (+/-2cm)     121.4    (feet)  VERTCON   
 BX0680  ___________________________________________________________________
 BX0680  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX0680
 BX0680  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0680
 BX0680.The horizontal coordinates were scaled from a topographic map and have
 BX0680.an estimated accuracy of +/- 6 seconds.
 BX0680
 BX0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0680.The vertical order pertains to the NGVD 29 superseded value.
 BX0680
 BX0680.The geoid height was determined by GEOID03.
 BX0680
 BX0680;                    North         East    Units  Estimated Accuracy
 BX0680;SPC LA N     -    95,260.    1,005,580.      MT  (+/- 180 meters Scaled)
 BX0680
 BX0680                          SUPERSEDED SURVEY CONTROL
 BX0680
 BX0680  NGVD 29 (??/??/??)   36.983  (m)          121.34   (f) ADJUSTED    1 2
 BX0680
 BX0680.Superseded values are not recommended for survey control.
 BX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0680.See file dsdata.txt to determine how the superseded data were derived.
 BX0680
 BX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ531695(NAD 83)
 BX0680_MARKER: DB = BENCH MARK DISK
 BX0680_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0680_SP_SET: 5 FEET
 BX0680_STAMPING: S 231 1965
 BX0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0680
 BX0680  HISTORY     - Date     Condition        Report By
 BX0680  HISTORY     - 1965     MONUMENTED       CGS
 BX0680  HISTORY     - 1965     GOOD             CGS
 BX0680  HISTORY     - 1977     GOOD             NGS
 BX0680
 BX0680                          STATION DESCRIPTION
 BX0680
 BX0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0680'2.1 MI S FROM TIOGA.
 BX0680'ABOUT 2.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0680'HIGH SCHOOL AT TIOGA, OR ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET
 BX0680'FROM THE CITY HALL AT ALEXANDRIA, THENCE 1.55 MILES NORTHWEST ALONG
 BX0680'THE TEXAS AND PACIFIC RAILROAD, THENCE 3.1 MILES NORTHEAST ALONG THE
 BX0680'MISSOURI PACIFIC RAILROAD, 158 FEET SOUTH OF THE CENTER OF THE
 BX0680'CROSSING OF STATE HIGHWAY 1203, 71 FEET SOUTHEAST OF THE SOUTHEAST
 BX0680'RAIL OF THE MAIN TRACK, 104 FEET WEST-SOUTHWEST OF THE WEST CORNER OF
 BX0680'A HOUSE ON PROPERTY BELONGING TO K.C. BLACKWELL, 5.0 FEET SOUTHEAST OF
 BX0680'A CONCRETE POST BEARING A BRASS TABLET WHICH IS STAMPED 1 VA, 4.0 FEET
 BX0680'NORTHEAST OF A 6-INCH OAK TREE BEARING A WITNESS SHIELD, ABOUT 5 FEET
 BX0680'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A 5-INCH CAST IRON
 BX0680'PIPE FILLED WITH CONCRETE AND PROJECTING 1 INCH.
 BX0680
 BX0680                          STATION RECOVERY (1977)
 BX0680
 BX0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0272 ***********************************************************************
 BX0272  DESIGNATION -  S 232
 BX0272  PID         -  BX0272
 BX0272  STATE/COUNTY-  LA/LA SALLE
 BX0272  USGS QUAD   -  SUMMERVILLE (1984)
 BX0272
 BX0272                         *CURRENT SURVEY CONTROL
 BX0272  ___________________________________________________________________
 BX0272* NAD 83(1986)-  31 52 28.     (N)    092 13 34.     (W)     SCALED    
 BX0272* NAVD 88     -        34.44   (+/-2cm)     113.0    (feet)  VERTCON   
 BX0272  ___________________________________________________________________
 BX0272  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0272
 BX0272  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0272
 BX0272.The horizontal coordinates were scaled from a topographic map and have
 BX0272.an estimated accuracy of +/- 6 seconds.
 BX0272
 BX0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0272.The vertical order pertains to the NGVD 29 superseded value.
 BX0272
 BX0272.The geoid height was determined by GEOID03.
 BX0272
 BX0272;                    North         East    Units  Estimated Accuracy
 BX0272;SPC LA N     -   152,420.    1,025,910.      MT  (+/- 180 meters Scaled)
 BX0272
 BX0272                          SUPERSEDED SURVEY CONTROL
 BX0272
 BX0272  NGVD 29 (??/??/??)   34.451  (m)          113.03   (f) ADJUSTED    1 2
 BX0272
 BX0272.Superseded values are not recommended for survey control.
 BX0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0272.See file dsdata.txt to determine how the superseded data were derived.
 BX0272
 BX0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR731267(NAD 83)
 BX0272_MARKER: DB = BENCH MARK DISK
 BX0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0272_SP_SET: CONCRETE WHEEL GUARD
 BX0272_STAMPING: S 232 1965
 BX0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0272
 BX0272  HISTORY     - Date     Condition        Report By
 BX0272  HISTORY     - 1965     MONUMENTED       CGS
 BX0272  HISTORY     - 20051221 GOOD             SJB
 BX0272
 BX0272                          STATION DESCRIPTION
 BX0272
 BX0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0272'2.35 MI SE FROM OLLA.
 BX0272'ABOUT 2.35 MILES SOUTHEAST ALONG STATE HIGHWAY 127 FROM THE MISSOURI
 BX0272'PACIFIC RAILROAD STATION AT OLLA, 12.7 FEET SOUTHWEST OF THE CENTER
 BX0272'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BX0272'SOUTHWEST CONCRETE WHEEL GUARD AT THE SOUTHEAST END OF A CONCRETE
 BX0272'HIGHWAY BRIDGE OVER CHICKASAW CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL
 BX0272'OF THE HIGHWAY.
 BX0272
 BX0272                          STATION RECOVERY (2005)
 BX0272
 BX0272'RECOVERY NOTE BY SJB GROUP INCORPORATED 2005 (SMR)
 BX0272'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1309 ***********************************************************************
 AU1309  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1309  DESIGNATION -  S 233
 AU1309  PID         -  AU1309
 AU1309  STATE/COUNTY-  LA/TERREBONNE
 AU1309  USGS QUAD   -  MONTEGUT (1994)
 AU1309
 AU1309                         *CURRENT SURVEY CONTROL
 AU1309  ___________________________________________________________________
 AU1309* NAD 83(1992)-  29 23 08.73595(N)    090 37 12.27722(W)     ADJUSTED  
 AU1309* NAVD 88     -         2.91 **(meters)       9.5  **(feet)  GPS OBS(2004.65)
 AU1309  **This station is located in a subsidence area (see below).
 AU1309  ___________________________________________________________________
 AU1309  EPOCH DATE  -        2004.65
 AU1309  X           -     -60,192.546 (meters)                     COMP
 AU1309  Y           -  -5,561,638.558 (meters)                     COMP
 AU1309  Z           -   3,111,216.714 (meters)                     COMP
 AU1309  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU1309  ELLIP HEIGHT-         -21.89  (meters)          (06/22/05) GPS OBS
 AU1309  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AU1309  DYNAMIC HT  -           2.91  (meters)       9.5   (feet)  COMP
 AU1309  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AU1309
 AU1309  HORZ ORDER  -  B
 AU1309  VERT ORDER  -  THIRD (See Below)
 AU1309  ELLP ORDER  -  FOURTH    CLASS I
 AU1309
 AU1309.The horizontal coordinates were established by GPS observations
 AU1309.and adjusted by the National Geodetic Survey in June 2005..
 AU1309.The horizontal coordinates are valid at the epoch date displayed above.
 AU1309.The epoch date for horizontal control is a decimal equivalence
 AU1309.of Year/Month/Day.
 AU1309
 AU1309 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1309 ** and geoid heights are valid at the date of observation. These heights
 AU1309 ** must always be validated when used as control.
 AU1309 ** The orthometric height was determined by GPS observations using
 AU1309 ** precise GPS observation and processing techniques and a new
 AU1309 ** realization of GEOID03. It supersedes the leveled height previously
 AU1309 ** determined for this station.
 AU1309 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1309 ** epoch indicated which incorporates improved geoid heights for the
 AU1309 ** Southern Louisiana Subsidence area.
 AU1309 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1309.The orthometric height was determined by GPS observations and a
 AU1309.high-resolution geoid model using precise GPS observation and
 AU1309.processing techniques. It supersedes the leveled height previously
 AU1309.determined for this station.
 AU1309.WARNING-GPS observations at this control monument resulted in a GPS
 AU1309.derived orthometric height which differed from the leveled height by
 AU1309.more than one decimeter (0.1 meter).
 AU1309.The vertical order pertains to the first NAVD 88 superseded value.
 AU1309
 AU1309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1309
 AU1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1309
 AU1309.The ellipsoidal height was determined by GPS observations
 AU1309.and is referenced to NAD 83.
 AU1309
 AU1309.The geoid height was determined by GEOID03.
 AU1309
 AU1309.The dynamic height is computed by dividing the NAVD 88
 AU1309.geopotential number by the normal gravity value computed on the
 AU1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1309.degrees latitude (g = 980.6199 gals.).
 AU1309
 AU1309.The modeled gravity was interpolated from observed gravity values.
 AU1309
 AU1309;                    North         East     Units Scale Factor Converg.
 AU1309;SPC LA S     -    98,398.813 1,069,237.675   MT  0.99998295   +0 21 23.9
 AU1309;SPC LA S     -   322,830.11  3,507,990.61   sFT  0.99998295   +0 21 23.9
 AU1309;UTM  15      - 3,253,080.447   730,973.113   MT  1.00025833   +1 10 05.9
 AU1309
 AU1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1309!SPC LA S     -   1.00000344  x   0.99998295  =   0.99998639
 AU1309!UTM  15      -   1.00000344  x   1.00025833  =   1.00026177
 AU1309
 AU1309                          SUPERSEDED SURVEY CONTROL
 AU1309
 AU1309  ELLIP H (02/21/02)  -21.81   (m)                       GP(       ) 5 1
 AU1309  NAD 83(1992)-  29 23 08.73610(N)    090 37 12.27613(W) AD(       ) 1
 AU1309  ELLIP H (12/17/98)  -21.79   (m)                       GP(       ) 4 2
 AU1309  NAVD 88 (02/14/94)    3.096  (m)           10.16   (f) ADJUSTED    1 2
 AU1309  NGVD 29 (??/??/??)    3.222  (m)           10.57   (f) ADJUSTED    1 2
 AU1309
 AU1309.Superseded values are not recommended for survey control.
 AU1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1309.See file dsdata.txt to determine how the superseded data were derived.
 AU1309
 AU1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3097353080(NAD 83)
 AU1309_MARKER: DB = BENCH MARK DISK
 AU1309_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU1309_SP_SET: BRIDGE ABUTMENT
 AU1309_STAMPING: S 233 1965
 AU1309_MARK LOGO: CGS   
 AU1309_PROJECTION: FLUSH
 AU1309_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1309+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AU1309
 AU1309  HISTORY     - Date     Condition        Report By
 AU1309  HISTORY     - 1965     MONUMENTED       CGS
 AU1309  HISTORY     - 1966     GOOD             CGS
 AU1309  HISTORY     - 1981     GOOD             LADTD
 AU1309  HISTORY     - 1982     GOOD             LADTD
 AU1309  HISTORY     - 19930329 GOOD             LADTD
 AU1309  HISTORY     - 19950103 GOOD             MPHI
 AU1309  HISTORY     - 20040413 GOOD             NGS
 AU1309  HISTORY     - 20051012 GOOD             NGS
 AU1309
 AU1309                          STATION DESCRIPTION
 AU1309
 AU1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1309'5.85 MI SE FROM CHAUVIN.
 AU1309'ABOUT 5.85 MILES SOUTHEAST ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH
 AU1309'CHURCH AT CHAUVIN, IN SECTION 95, T 19 S, R 18 E, AT THE SOUTH END OF
 AU1309'A CONCRETE DRAWBRIDGE OVER BOUDREAU CANAL, 17 1/2 FEET WEST OF THE
 AU1309'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 AU1309'SOUTH CONCRETE ABUTMENT OF THE BRIDGE ABOUT 5 INCHES BELOW THE LEVEL
 AU1309'OF THE HIGHWAY.
 AU1309
 AU1309                          STATION RECOVERY (1981)
 AU1309
 AU1309'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 AU1309'RECOVERED IN GOOD CONDITION.
 AU1309
 AU1309                          STATION RECOVERY (1982)
 AU1309
 AU1309'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 AU1309'RECOVERED IN GOOD CONDITION.
 AU1309
 AU1309                          STATION RECOVERY (1993)
 AU1309
 AU1309'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1309'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) SOUTH-SOUTHEAST OF
 AU1309'HOUMA, 10.5 MI (16.9 KM) NORTH OF COCODRIE AND 3.5 MI (5.6 KM) SOUTH
 AU1309'OF CHAUVIN.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AU1309'DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AU1309'HIGHWAYS 56 AND 57, ABOUT 5.0 MI (8.0 KM) NORTH OF COCODRIE, GO NORTH
 AU1309'FOR 5.2 MI (8.4 KM) ON HIGHWAY 56 OR TO REACH THE STATION FROM THE ST
 AU1309'JOSEPH CHURCH IN CHAUVIN, GO SOUTH FOR 5.7 MI (9.2 KM) ON HIGHWAY 56
 AU1309'TO THE STATION SET IN THE TOP OF THE SOUTHWEST BRIDGE ABUTMENT OVER
 AU1309'BOUDREAU CANAL.  THE STATION IS 16.5 FT (5.0 M) WEST FROM THE CENTER
 AU1309'OF THE HIGHWAY FLUSH WITH THE BRIDGE ABUTMENT AND ABOUT 5 INCHES
 AU1309'BELOW THE LEVEL OF THE HIGHWAY.
 AU1309
 AU1309                          STATION RECOVERY (1995)
 AU1309
 AU1309'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995
 AU1309'RECOVERED AS DESCRIBED.
 AU1309
 AU1309                          STATION RECOVERY (2004)
 AU1309
 AU1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1309'RECOVERED AS DESCRIBED.
 AU1309
 AU1309                          STATION RECOVERY (2005)
 AU1309
 AU1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AU1309'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0597 ***********************************************************************
 BX0597  DESIGNATION -  S 235
 BX0597  PID         -  BX0597
 BX0597  STATE/COUNTY-  LA/RAPIDES
 BX0597  USGS QUAD   -  LIBUSE (1993)
 BX0597
 BX0597                         *CURRENT SURVEY CONTROL
 BX0597  ___________________________________________________________________
 BX0597* NAD 83(1986)-  31 21 19.     (N)    092 20 01.     (W)     SCALED    
 BX0597* NAVD 88     -        51.65   (+/-2cm)     169.5    (feet)  VERTCON   
 BX0597  ___________________________________________________________________
 BX0597  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX0597
 BX0597  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0597
 BX0597.The horizontal coordinates were scaled from a topographic map and have
 BX0597.an estimated accuracy of +/- 6 seconds.
 BX0597
 BX0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0597.The vertical order pertains to the NGVD 29 superseded value.
 BX0597
 BX0597.The geoid height was determined by GEOID03.
 BX0597
 BX0597;                    North         East    Units  Estimated Accuracy
 BX0597;SPC LA N     -    94,840.    1,015,830.      MT  (+/- 180 meters Scaled)
 BX0597
 BX0597                          SUPERSEDED SURVEY CONTROL
 BX0597
 BX0597  NGVD 29 (??/??/??)   51.628  (m)          169.38   (f) ADJUSTED    1 2
 BX0597
 BX0597.Superseded values are not recommended for survey control.
 BX0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0597.See file dsdata.txt to determine how the superseded data were derived.
 BX0597
 BX0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ633691(NAD 83)
 BX0597_MARKER: DB = BENCH MARK DISK
 BX0597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0597_SP_SET: COPPER-COATED ROD
 BX0597_STAMPING: S 235 1966
 BX0597_MARK LOGO: CGS   
 BX0597_PROJECTION: PROJECTING 10 CENTIMETERS
 BX0597_MAGNETIC: I = MARKER IS A STEEL ROD
 BX0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0597_ROD/PIPE-DEPTH:  7.8 meters
 BX0597
 BX0597  HISTORY     - Date     Condition        Report By
 BX0597  HISTORY     - 1966     MONUMENTED       CGS
 BX0597  HISTORY     - 19930923 GOOD             LADTD
 BX0597  HISTORY     - 19990424 GOOD             USPSQD
 BX0597
 BX0597                          STATION DESCRIPTION
 BX0597
 BX0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0597'LIBUSE.
 BX0597'AT LIBUSE, IN SECTION 48, T 4 N, R 1 E, 148 FEET SOUTH-SOUTHEAST AND
 BX0597'ACROSS STATE HIGHWAY 28 FROM THE SOUTHEAST CORNER OF THE POST OFFICE,
 BX0597'111 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 66
 BX0597'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1205 AT A CATTLE GUARD,
 BX0597'13 FEET SOUTH OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE, 1.0 FOOT
 BX0597'SOUTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 BX0597'HIGHWAY, A DISK ON THE TOP OF A 5/8-IN COPPER COATED ROD THAT IS
 BX0597'DRIVEN TO A DEPTH OF 25 1/2 FEET AND IS ENCASED IN A 5-INCH CAST IRON
 BX0597'PIPE WHICH PROJECTS 4 INCHES.
 BX0597
 BX0597                          STATION RECOVERY (1993)
 BX0597
 BX0597'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0597'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF LIBUSE IN SECTION 48,
 BX0597'T 4 N, R 1 E.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE POST
 BX0597'OFFICE IN LIBUSE GO EAST FOR 0.25 MI (0.40 KM) ON STATE HIGHWAY 28 TO
 BX0597'THE STATION SET ON THE RIGHT, AT THE JUNCTION WITH STATE HIGHWAY 1205.
 BX0597'THE STATION IS 111.5 FT (34.0 M) SOUTH-SOUTHEAST FROM THE CENTER OF
 BX0597'HIGHWAY 28, 66.0 FT (20.1 M) SOUTH FROM THE CENTER OF HIGHWAY 1205, 13
 BX0597'FT (4.0 M) SOUTH FROM A POWER POLE, 1.0 FT (0.3 M) SOUTH FROM A METAL
 BX0597'WITNESS POST WITH SIGN ATTACHED AND ABOUT 3.5 FT (1.1 M) BELOW THE
 BX0597'LEVEL OF THE HIGHWAY.
 BX0597
 BX0597                          STATION RECOVERY (1999)
 BX0597
 BX0597'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0546 ***********************************************************************
 BX0546  DESIGNATION -  S 236
 BX0546  PID         -  BX0546
 BX0546  STATE/COUNTY-  LA/LA SALLE
 BX0546  USGS QUAD   -  BUCKEYE NE (1993)
 BX0546
 BX0546                         *CURRENT SURVEY CONTROL
 BX0546  ___________________________________________________________________
 BX0546* NAD 83(1986)-  31 27 58.     (N)    092 06 17.     (W)     SCALED    
 BX0546* NAVD 88     -        18.71   (+/-2cm)      61.4    (feet)  VERTCON   
 BX0546  ___________________________________________________________________
 BX0546  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX0546
 BX0546  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0546
 BX0546.The horizontal coordinates were scaled from a topographic map and have
 BX0546.an estimated accuracy of +/- 6 seconds.
 BX0546
 BX0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0546.The vertical order pertains to the NGVD 29 superseded value.
 BX0546
 BX0546.The geoid height was determined by GEOID03.
 BX0546
 BX0546;                    North         East    Units  Estimated Accuracy
 BX0546;SPC LA N     -   107,190.    1,037,560.      MT  (+/- 180 meters Scaled)
 BX0546
 BX0546                          SUPERSEDED SURVEY CONTROL
 BX0546
 BX0546  NGVD 29 (??/??/??)   18.695  (m)           61.34   (f) ADJUSTED    1 2
 BX0546
 BX0546.Superseded values are not recommended for survey control.
 BX0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0546.See file dsdata.txt to determine how the superseded data were derived.
 BX0546
 BX0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ850816(NAD 83)
 BX0546_MARKER: DB = BENCH MARK DISK
 BX0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0546_SP_SET: BRIDGE ABUTMENT
 BX0546_STAMPING: S 236 1966
 BX0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0546
 BX0546  HISTORY     - Date     Condition        Report By
 BX0546  HISTORY     - 1966     MONUMENTED       CGS
 BX0546
 BX0546                          STATION DESCRIPTION
 BX0546
 BX0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0546'16.35 MI NE FROM LIBUSE.
 BX0546'ABOUT 16.35 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0546'OFFICE AT LIBUSE, IN SECTION 30, T 6 N, R 4 E, 21 1/2 FEET SOUTHEAST
 BX0546'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END
 BX0546'OF THE NORTHEAST CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER
 BX0546'INDIAN BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1550 ***********************************************************************
 BW1550  DESIGNATION -  S 237
 BW1550  PID         -  BW1550
 BW1550  STATE/COUNTY-  LA/CATAHOULA
 BW1550  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1550
 BW1550                         *CURRENT SURVEY CONTROL
 BW1550  ___________________________________________________________________
 BW1550* NAD 83(1986)-  31 40 44.     (N)    091 50 14.     (W)     SCALED    
 BW1550* NAVD 88     -        16.76   (+/-2cm)      55.0    (feet)  VERTCON   
 BW1550  ___________________________________________________________________
 BW1550  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BW1550
 BW1550  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1550
 BW1550.The horizontal coordinates were scaled from a topographic map and have
 BW1550.an estimated accuracy of +/- 6 seconds.
 BW1550
 BW1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1550.The vertical order pertains to the NGVD 29 superseded value.
 BW1550
 BW1550.The geoid height was determined by GEOID03.
 BW1550
 BW1550;                    North         East    Units  Estimated Accuracy
 BW1550;SPC LA N     -   130,900.    1,062,840.      MT  (+/- 180 meters Scaled)
 BW1550
 BW1550                          SUPERSEDED SURVEY CONTROL
 BW1550
 BW1550  NGVD 29 (??/??/92)   16.757  (m)           54.98   (f) ADJ UNCH    1 2
 BW1550
 BW1550.Superseded values are not recommended for survey control.
 BW1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1550.See file dsdata.txt to determine how the superseded data were derived.
 BW1550
 BW1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR102054(NAD 83)
 BW1550_MARKER: DB = BENCH MARK DISK
 BW1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1550_SP_SET: CULVERT
 BW1550_STAMPING: S 237 1966
 BW1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1550
 BW1550  HISTORY     - Date     Condition        Report By
 BW1550  HISTORY     - 1966     MONUMENTED       CGS
 BW1550
 BW1550                          STATION DESCRIPTION
 BW1550
 BW1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1550'2.3 MI S FROM WALLACE RIDGE.
 BW1550'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE INTERSECTION OF
 BW1550'THE HIGHWAY AND STATE HIGHWAY 923 AT WALLACE RIDGE, IN SECTION 14, T 8
 BW1550'N, R 6 E, ABOUT 0.2 MILE SOUTH OF A CURVE IN THE HIGHWAY, ABOUT 92
 BW1550'YARDS NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST TO
 BW1550'THE T.A. TAUNTON FARMHOUSE, 35 FEET EAST OF THE CENTER LINE OF THE
 BW1550'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL
 BW1550'OF BOX CULVERT NUMBER 1948, 171 FEET SOUTH OF A POWER POLE, 27.5 FEET
 BW1550'SOUTHWEST OF A METAL WITNESS POST IN A FENCE LINE, ABOUT 8 FEET BELOW
 BW1550'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0819 ***********************************************************************
 BX0819  DESIGNATION -  S 238
 BX0819  PID         -  BX0819
 BX0819  STATE/COUNTY-  LA/AVOYELLES
 BX0819  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0819
 BX0819                         *CURRENT SURVEY CONTROL
 BX0819  ___________________________________________________________________
 BX0819* NAD 83(1986)-  31 09 05.     (N)    092 04 25.     (W)     SCALED    
 BX0819* NAVD 88     -        24.087  (meters)      79.03   (feet)  ADJUSTED  
 BX0819  ___________________________________________________________________
 BX0819  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0819  DYNAMIC HT  -          24.056 (meters)      78.92  (feet)  COMP
 BX0819  MODELED GRAV-     979,397.0   (mgal)                       NAVD 88
 BX0819
 BX0819  VERT ORDER  -  FIRST     CLASS I
 BX0819
 BX0819.The horizontal coordinates were scaled from a topographic map and have
 BX0819.an estimated accuracy of +/- 6 seconds.
 BX0819
 BX0819.The orthometric height was determined by differential leveling
 BX0819.and adjusted by the National Geodetic Survey in February 1994..
 BX0819
 BX0819.The geoid height was determined by GEOID03.
 BX0819
 BX0819.The dynamic height is computed by dividing the NAVD 88
 BX0819.geopotential number by the normal gravity value computed on the
 BX0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0819.degrees latitude (g = 980.6199 gals.).
 BX0819
 BX0819.The modeled gravity was interpolated from observed gravity values.
 BX0819
 BX0819;                    North         East    Units  Estimated Accuracy
 BX0819;SPC LA N     -    72,300.    1,040,660.      MT  (+/- 180 meters Scaled)
 BX0819
 BX0819                          SUPERSEDED SURVEY CONTROL
 BX0819
 BX0819  NAVD 88 (06/15/91)   24.099  (m)           79.06   (f) UNKNOWN     1 1
 BX0819  NGVD 29 (??/??/??)   24.055  (m)           78.92   (f) ADJUSTED    1 1
 BX0819
 BX0819.Superseded values are not recommended for survey control.
 BX0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0819.See file dsdata.txt to determine how the superseded data were derived.
 BX0819
 BX0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ883467(NAD 83)
 BX0819_MARKER: DB = BENCH MARK DISK
 BX0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0819_SP_SET: CULVERT
 BX0819_STAMPING: S 238 1966
 BX0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0819+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX0819
 BX0819  HISTORY     - Date     Condition        Report By
 BX0819  HISTORY     - 1966     MONUMENTED       CGS
 BX0819  HISTORY     - 1977     GOOD             NGS
 BX0819  HISTORY     - 20040204 GOOD             USPSQD
 BX0819
 BX0819                          STATION DESCRIPTION
 BX0819
 BX0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0819'1.95 MI NW FROM MARKSVILLE.
 BX0819'ABOUT 1.95 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0819'COURTHOUSE AT MARKSVILLE, IN SECTION 59 T 2 N, R 4 E, ABOUT 0.1 MILE
 BX0819'SOUTHEAST OF A CURVE IN THE HIGHWAY, ABOUT 65 YARDS SOUTHEAST OF THE
 BX0819'CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO A BRICK HOUSE WITH
 BX0819'PILLARS ON THE FRONT SIDE, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 BX0819'THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE
 BX0819'HEAD WALL OF A BOX CULVERT, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 BX0819'HIGHWAY.
 BX0819
 BX0819                          STATION RECOVERY (1977)
 BX0819
 BX0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0819'RECOVERED IN GOOD CONDITION.
 BX0819
 BX0819                          STATION RECOVERY (2004)
 BX0819
 BX0819'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0921 ***********************************************************************
 BX0921  DESIGNATION -  S 239
 BX0921  PID         -  BX0921
 BX0921  STATE/COUNTY-  LA/RAPIDES
 BX0921  USGS QUAD   -  ALEXANDRIA (1992)
 BX0921
 BX0921                         *CURRENT SURVEY CONTROL
 BX0921  ___________________________________________________________________
 BX0921* NAD 83(1986)-  31 16 23.     (N)    092 26 43.     (W)     SCALED    
 BX0921* NAVD 88     -        22.741  (meters)      74.61   (feet)  ADJUSTED  
 BX0921  ___________________________________________________________________
 BX0921  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX0921  DYNAMIC HT  -          22.713 (meters)      74.52  (feet)  COMP
 BX0921  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 BX0921
 BX0921  VERT ORDER  -  FIRST     CLASS I
 BX0921
 BX0921.The horizontal coordinates were scaled from a topographic map and have
 BX0921.an estimated accuracy of +/- 6 seconds.
 BX0921
 BX0921.The orthometric height was determined by differential leveling
 BX0921.and adjusted by the National Geodetic Survey in February 1994..
 BX0921
 BX0921.The geoid height was determined by GEOID03.
 BX0921
 BX0921.The dynamic height is computed by dividing the NAVD 88
 BX0921.geopotential number by the normal gravity value computed on the
 BX0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0921.degrees latitude (g = 980.6199 gals.).
 BX0921
 BX0921.The modeled gravity was interpolated from observed gravity values.
 BX0921
 BX0921;                    North         East    Units  Estimated Accuracy
 BX0921;SPC LA N     -    85,720.    1,005,210.      MT  (+/- 180 meters Scaled)
 BX0921
 BX0921                          SUPERSEDED SURVEY CONTROL
 BX0921
 BX0921  NAVD 88 (06/15/91)   22.740  (m)           74.61   (f) UNKNOWN     1 1
 BX0921  NGVD 29 (??/??/??)   22.728  (m)           74.57   (f) ADJUSTED    1 1
 BX0921
 BX0921.Superseded values are not recommended for survey control.
 BX0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0921.See file dsdata.txt to determine how the superseded data were derived.
 BX0921
 BX0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ528599(NAD 83)
 BX0921_MARKER: DB = BENCH MARK DISK
 BX0921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0921_SP_SET: ABUTMENT
 BX0921_STAMPING: S 239 1966
 BX0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0921
 BX0921  HISTORY     - Date     Condition        Report By
 BX0921  HISTORY     - 1966     MONUMENTED       CGS
 BX0921  HISTORY     - 1968     GOOD             LADTD
 BX0921  HISTORY     - 1970     GOOD             NGS
 BX0921  HISTORY     - 1977     GOOD             NGS
 BX0921
 BX0921                          STATION DESCRIPTION
 BX0921
 BX0921'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0921'IN ALEXANDRIA.
 BX0921'ABOUT 0.45 MILES SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0921'ALEXANDRIA.  ABOUT 0.25 MILES SOUTH ALONG THE TEXAS PACIFIC RAILROAD
 BX0921'FROM THE DEPOT AT ALEXANDRIA.  ABOUT 2.4 MILES SOUTH ALONG LEE STREET.
 BX0921'1.45 MILES SOUTH ALONG LEE STREET FROM THE INTERSECTION AT MASONIC
 BX0921'DRIVE AND LEE STREET.  28 FEET WEST OF THE CENTER LINE OF LEE STREET.
 BX0921'10 FEET NORTH OF CITY OF ALEXANDRIA BENCH MARK NUMBER 1116. 15 FEET
 BX0921'NORTH OF DROP INLET ON WEST SIDE OF LEE STREET.  SET IN THE TOP OF THE
 BX0921'WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE HORSESHOE CANAL BRIDGE.
 BX0921'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
 BX0921
 BX0921                          STATION RECOVERY (1970)
 BX0921
 BX0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0921'RECOVERED IN GOOD CONDITION.
 BX0921
 BX0921                          STATION RECOVERY (1977)
 BX0921
 BX0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1036 ***********************************************************************
 CP1036  DESIGNATION -  S 24
 CP1036  PID         -  CP1036
 CP1036  STATE/COUNTY-  LA/WEST CARROLL
 CP1036  USGS QUAD   -  EPPS (1986)
 CP1036
 CP1036                         *CURRENT SURVEY CONTROL
 CP1036  ___________________________________________________________________
 CP1036* NAD 83(1986)-  32 36 09.     (N)    091 28 43.     (W)     SCALED    
 CP1036* NAVD 88     -        30.660  (meters)     100.59   (feet)  ADJUSTED  
 CP1036  ___________________________________________________________________
 CP1036  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1036  DYNAMIC HT  -          30.627 (meters)     100.48  (feet)  COMP
 CP1036  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 CP1036
 CP1036  VERT ORDER  -  SECOND    CLASS 0
 CP1036
 CP1036.The horizontal coordinates were scaled from a topographic map and have
 CP1036.an estimated accuracy of +/- 6 seconds.
 CP1036
 CP1036.The orthometric height was determined by differential leveling
 CP1036.and adjusted by the National Geodetic Survey in June 1991..
 CP1036
 CP1036.The geoid height was determined by GEOID03.
 CP1036
 CP1036.The dynamic height is computed by dividing the NAVD 88
 CP1036.geopotential number by the normal gravity value computed on the
 CP1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1036.degrees latitude (g = 980.6199 gals.).
 CP1036
 CP1036.The modeled gravity was interpolated from observed gravity values.
 CP1036
 CP1036;                    North         East    Units  Estimated Accuracy
 CP1036;SPC LA N     -   233,570.    1,095,880.      MT  (+/- 180 meters Scaled)
 CP1036
 CP1036                          SUPERSEDED SURVEY CONTROL
 CP1036
 CP1036  NGVD 29 (??/??/92)   30.720  (m)          100.79   (f) ADJ UNCH    2 0
 CP1036
 CP1036.Superseded values are not recommended for survey control.
 CP1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1036.See file dsdata.txt to determine how the superseded data were derived.
 CP1036
 CP1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS427082(NAD 83)
 CP1036_MARKER: DB = BENCH MARK DISK
 CP1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1036_STAMPING: S-24 1935
 CP1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1036+STABILITY: SURFACE MOTION
 CP1036
 CP1036  HISTORY     - Date     Condition        Report By
 CP1036  HISTORY     - 1935     MONUMENTED       CGS
 CP1036
 CP1036                          STATION DESCRIPTION
 CP1036
 CP1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1036'IN EPPS.
 CP1036'225 FEET SOUTH OF CENTERLINE OF CROSS ROAD, (ST. HWY. 45.).  59.6 FEET
 CP1036'WEST OF NORTHWEST CORNER OF MISSOURI PACIFIC DEPOT.  39.6 FEET EAST OF
 CP1036'CENTERLINE OF ST. HWY. 16.  35.7 FEET WEST OF MISSOURI PACIFIC R.R.
 CP1036'MAIN LINE TRACK.  3.8 FEET NORTH OF M.P. 484.  TABLET SET IN PRECAST
 CP1036'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0463 ***********************************************************************
 CQ0463  DESIGNATION -  S 241
 CQ0463  PID         -  CQ0463
 CQ0463  STATE/COUNTY-  LA/OUACHITA
 CQ0463  USGS QUAD   -  BOSCO (1982)
 CQ0463
 CQ0463                         *CURRENT SURVEY CONTROL
 CQ0463  ___________________________________________________________________
 CQ0463* NAD 83(1986)-  32 22 15.     (N)    092 06 43.     (W)     SCALED    
 CQ0463* NAVD 88     -        22.54   (+/-2cm)      74.0    (feet)  VERTCON   
 CQ0463  ___________________________________________________________________
 CQ0463  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0463
 CQ0463  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0463
 CQ0463.The horizontal coordinates were scaled from a topographic map and have
 CQ0463.an estimated accuracy of +/- 6 seconds.
 CQ0463
 CQ0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0463.The vertical order pertains to the NGVD 29 superseded value.
 CQ0463
 CQ0463.The geoid height was determined by GEOID03.
 CQ0463
 CQ0463;                    North         East    Units  Estimated Accuracy
 CQ0463;SPC LA N     -   207,500.    1,036,520.      MT  (+/- 180 meters Scaled)
 CQ0463
 CQ0463                          SUPERSEDED SURVEY CONTROL
 CQ0463
 CQ0463  NGVD 29 (??/??/??)   22.575  (m)           74.06   (f) ADJUSTED    1 2
 CQ0463
 CQ0463.Superseded values are not recommended for survey control.
 CQ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0463.See file dsdata.txt to determine how the superseded data were derived.
 CQ0463
 CQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR835818(NAD 83)
 CQ0463_MARKER: DB = BENCH MARK DISK
 CQ0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0463_SP_SET: CULVERT
 CQ0463_STAMPING: S 241 1966
 CQ0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0463
 CQ0463  HISTORY     - Date     Condition        Report By
 CQ0463  HISTORY     - 1966     MONUMENTED       CGS
 CQ0463  HISTORY     - 1990     GOOD             USPSQD
 CQ0463  HISTORY     - 1991     GOOD             USPSQD
 CQ0463
 CQ0463                          STATION DESCRIPTION
 CQ0463
 CQ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0463'6.1 MI N FROM BOSCO.
 CQ0463'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 CQ0463'BOSCO, IN SECTION 13, T 16 N, R 3 E, AT THE JUNCTION OF A GRAVELED
 CQ0463'ROAD LEADING WEST AND A FIELD ROAD LEADING EAST, 80 FEET EAST OF THE
 CQ0463'CENTER LINE OF THE HIGHWAY, 10 1/2 FEET WEST OF THE WEST RAIL OF THE
 CQ0463'MISSOURI PACIFIC RAILROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE
 CQ0463'ENTRANCE ROAD TO A FIELD, SET IN THE TOP OF THE SOUTH END OF THE WEST
 CQ0463'CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT UNDER THE TRACK, ABOUT
 CQ0463'LEVEL WITH THE HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 CQ0463
 CQ0463                          STATION RECOVERY (1990)
 CQ0463
 CQ0463'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0463'RECOVERED IN GOOD CONDITION.
 CQ0463
 CQ0463                          STATION RECOVERY (1991)
 CQ0463
 CQ0463'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0007 ***********************************************************************
 CQ0007  DESIGNATION -  S 242 RESET 1967
 CQ0007  PID         -  CQ0007
 CQ0007  STATE/COUNTY-  LA/OUACHITA
 CQ0007  USGS QUAD   -  MONROE NORTH (1994)
 CQ0007
 CQ0007                         *CURRENT SURVEY CONTROL
 CQ0007  ___________________________________________________________________
 CQ0007* NAD 83(1986)-  32 30 49.     (N)    092 02 35.     (W)     SCALED    
 CQ0007* NAVD 88     -        23.533  (meters)      77.21   (feet)  ADJUSTED  
 CQ0007  ___________________________________________________________________
 CQ0007  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0007  DYNAMIC HT  -          23.506 (meters)      77.12  (feet)  COMP
 CQ0007  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CQ0007
 CQ0007  VERT ORDER  -  SECOND    CLASS I
 CQ0007
 CQ0007.This mark is at Monroe Airport (MLU)
 CQ0007
 CQ0007.The horizontal coordinates were scaled from a topographic map and have
 CQ0007.an estimated accuracy of +/- 6 seconds.
 CQ0007
 CQ0007.The orthometric height was determined by differential leveling
 CQ0007.and adjusted by the National Geodetic Survey in May 1997..
 CQ0007
 CQ0007.The geoid height was determined by GEOID03.
 CQ0007
 CQ0007.The dynamic height is computed by dividing the NAVD 88
 CQ0007.geopotential number by the normal gravity value computed on the
 CQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0007.degrees latitude (g = 980.6199 gals.).
 CQ0007
 CQ0007.The modeled gravity was interpolated from observed gravity values.
 CQ0007
 CQ0007;                    North         East    Units  Estimated Accuracy
 CQ0007;SPC LA N     -   223,350.    1,042,930.      MT  (+/- 180 meters Scaled)
 CQ0007
 CQ0007                          SUPERSEDED SURVEY CONTROL
 CQ0007
 CQ0007  NGVD 29 (??/??/??)   23.61   (m)           77.5    (f) RESET       3  
 CQ0007
 CQ0007.Superseded values are not recommended for survey control.
 CQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0007.See file dsdata.txt to determine how the superseded data were derived.
 CQ0007
 CQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR898977(NAD 83)
 CQ0007_MARKER: DB = BENCH MARK DISK
 CQ0007_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CQ0007_STAMPING: S 242 1966 RESET 1967
 CQ0007_MARK LOGO: CGS   
 CQ0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0007
 CQ0007  HISTORY     - Date     Condition        Report By
 CQ0007  HISTORY     - 1967     MONUMENTED       CGS
 CQ0007  HISTORY     - 1983     GOOD             LADTD
 CQ0007  HISTORY     - 1990     GOOD             USPSQD
 CQ0007
 CQ0007                          STATION DESCRIPTION
 CQ0007
 CQ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CQ0007'4.6 MI E FROM MONROE.
 CQ0007'ABOUT 3.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0007'STATION AT MONROE, THENCE 0.8 MILE NORTH ALONG A PAVED STREET, THENCE
 CQ0007'0.7 MILE EAST ALONG THE ACCESS ROAD TO THE MONROE MUNICIPAL AIRPORT,
 CQ0007'WHICH WAS FORMERLY KNOWN AS SELMAN FIELD.  IT IS IN SEC. 27, T 18N, R
 CQ0007'4E, ABOUT 100 YARDS NORTH OF THE ADMINISTRATION BUILDING, 109 FEET
 CQ0007'NORTHEAST OF THE NORTHEAST CORNER OF THE FLEEMAN FLYING SERVICE CO.
 CQ0007'BUILDING, 34 FEET NORTHEAST OF A SHELL GAS SIGN, 81 FEET EAST OF THE
 CQ0007'EAST EDGE OF THE CONCRETE SIDEWALK BETWEEN THE FLEEMAN FLYING SERVICE
 CQ0007'BUILDING AND A LARGE HANGER, 93 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 CQ0007'CORNER OF A NEW HANGER, 26 FEET NORTH OF FIRE HYDRANT NO. 12, 101 FEET
 CQ0007'SOUTHEAST OF A POWER POLE WITH A LIGHT ON IT, 3 FEET EAST OF A CYCLONE
 CQ0007'FENCE, 2 FEET EAST OF A NORTH-SOUTH CURB.  IT IS A STANDARD BENCH MARK
 CQ0007'DISK SET IN A DRILL HOLE IN THE CONCRETE RAMP, FLUSH WITH THE SURFACE.
 CQ0007'IT IS STAMPED S 242 1966 RESET 1967.
 CQ0007
 CQ0007                          STATION RECOVERY (1983)
 CQ0007
 CQ0007'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0007'RECOVERED IN GOOD CONDITION.
 CQ0007
 CQ0007                          STATION RECOVERY (1990)
 CQ0007
 CQ0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1881 ***********************************************************************
 CP1881  DESIGNATION -  S 243
 CP1881  PID         -  CP1881
 CP1881  STATE/COUNTY-  LA/FRANKLIN
 CP1881  USGS QUAD   -  FT NECESSITY (1983)
 CP1881
 CP1881                         *CURRENT SURVEY CONTROL
 CP1881  ___________________________________________________________________
 CP1881* NAD 83(1986)-  32 04 23.     (N)    091 47 00.     (W)     SCALED    
 CP1881* NAVD 88     -        20.39   (+/-2cm)      66.9    (feet)  VERTCON   
 CP1881  ___________________________________________________________________
 CP1881  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1881
 CP1881  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1881
 CP1881.The horizontal coordinates were scaled from a topographic map and have
 CP1881.an estimated accuracy of +/- 6 seconds.
 CP1881
 CP1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1881.The vertical order pertains to the NGVD 29 superseded value.
 CP1881
 CP1881.The geoid height was determined by GEOID03.
 CP1881
 CP1881;                    North         East    Units  Estimated Accuracy
 CP1881;SPC LA N     -   174,640.    1,067,660.      MT  (+/- 180 meters Scaled)
 CP1881
 CP1881                          SUPERSEDED SURVEY CONTROL
 CP1881
 CP1881  NGVD 29 (??/??/92)   20.406  (m)           66.95   (f) ADJ UNCH    1 2
 CP1881
 CP1881.Superseded values are not recommended for survey control.
 CP1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1881.See file dsdata.txt to determine how the superseded data were derived.
 CP1881
 CP1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR148491(NAD 83)
 CP1881_MARKER: DB = BENCH MARK DISK
 CP1881_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1881_SP_SET: HEADWALL
 CP1881_STAMPING: S 243 1966
 CP1881_MARK LOGO: CGS   
 CP1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1881+STABILITY: SURFACE MOTION
 CP1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1881+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP1881
 CP1881  HISTORY     - Date     Condition        Report By
 CP1881  HISTORY     - 1966     MONUMENTED       CGS
 CP1881  HISTORY     - 19871105 GOOD             LADTD
 CP1881  HISTORY     - 20050318 GOOD             USPSQD
 CP1881
 CP1881                          STATION DESCRIPTION
 CP1881
 CP1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1881'3.15 MI NE FROM FT. NECESSITY.
 CP1881'ABOUT 3.15 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 CP1881'AT FT. NECESSITY, IN SECTION 32, T 13 N, R 7 E, ABOUT 60 YARDS
 CP1881'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING
 CP1881'EAST, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CP1881'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 CP1881'TRIPLE-CHANNELED CONCRETE CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL OF
 CP1881'THE HIGHWAY.
 CP1881
 CP1881                          STATION RECOVERY (1987)
 CP1881
 CP1881'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1881'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) NORTHEAST OF FORT
 CP1881'NECESSITY, IN SECTION 32, T 13 N, R 7 E.  OWNERSHIP--LOUISIANA
 CP1881'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP1881'TO REACH THE STATION FROM THE POST OFFICE IN FORT NECESSITY GO EAST
 CP1881'FOR 5.1 KM (3.15 MI) ON STATE HIGHWAY 4 TO THE MARK SET IN THE TOP OF
 CP1881'THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A TRIPLE
 CP1881'CHANNELED CONCRETE CULVERT.
 CP1881'THE STATION IS 6.4 M (21.0 FT) SOUTHEAST FROM THE CENTER OF THE
 CP1881'HIGHWAY AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CP1881
 CP1881                          STATION RECOVERY (2005)
 CP1881
 CP1881'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1959 ***********************************************************************
 CP1959  DESIGNATION -  S 244
 CP1959  PID         -  CP1959
 CP1959  STATE/COUNTY-  LA/FRANKLIN
 CP1959  USGS QUAD   -  LAMAR (1987)
 CP1959
 CP1959                         *CURRENT SURVEY CONTROL
 CP1959  ___________________________________________________________________
 CP1959* NAD 83(1986)-  32 19 36.     (N)    091 31 39.     (W)     SCALED    
 CP1959* NAVD 88     -        27.80   (+/-2cm)      91.2    (feet)  VERTCON   
 CP1959  ___________________________________________________________________
 CP1959  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1959
 CP1959  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1959
 CP1959.The horizontal coordinates were scaled from a topographic map and have
 CP1959.an estimated accuracy of +/- 6 seconds.
 CP1959
 CP1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1959.The vertical order pertains to the NGVD 29 superseded value.
 CP1959
 CP1959.The geoid height was determined by GEOID03.
 CP1959
 CP1959;                    North         East    Units  Estimated Accuracy
 CP1959;SPC LA N     -   202,950.    1,091,560.      MT  (+/- 180 meters Scaled)
 CP1959
 CP1959                          SUPERSEDED SURVEY CONTROL
 CP1959
 CP1959  NGVD 29 (??/??/92)   27.818  (m)           91.27   (f) ADJ UNCH    1 2
 CP1959
 CP1959.Superseded values are not recommended for survey control.
 CP1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1959.See file dsdata.txt to determine how the superseded data were derived.
 CP1959
 CP1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR385775(NAD 83)
 CP1959_MARKER: DB = BENCH MARK DISK
 CP1959_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1959_SP_SET: 88 FT
 CP1959_STAMPING: S 244 1966
 CP1959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1959
 CP1959  HISTORY     - Date     Condition        Report By
 CP1959  HISTORY     - 1966     MONUMENTED       CGS
 CP1959
 CP1959                          STATION DESCRIPTION
 CP1959
 CP1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1959'7.1 MI NE FROM CROWVILLE.
 CP1959'ABOUT 7.1 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1959'AT CROWVILLE, IN SECTION 34, T 16 N, R 9 E, 268 FEET NORTHWEST OF THE
 CP1959'CENTER LINE OF THE HIGHWAY, 98 FEET SOUTH OF THE SOUTH CORNER OF THE
 CP1959'BELLVIEW CHURCH, 24 FEET NORTHEAST OF THE CENTER LINE OF A ROAD
 CP1959'LEADING TO THE CHURCH, 8 FEET NORTHEAST OF A FENCE CORNER, 1/2 FOOT
 CP1959'NORTHWEST OF A FENCE, 0.9 FOOT SOUTHWEST OF A METAL WITNESS POST,
 CP1959'ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 CP1959'COATED ROD THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED IN A
 CP1959'5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1399 ***********************************************************************
 CP1399  DESIGNATION -  S 245
 CP1399  PID         -  CP1399
 CP1399  STATE/COUNTY-  LA/MADISON
 CP1399  USGS QUAD   -  DELHI (1986)
 CP1399
 CP1399                         *CURRENT SURVEY CONTROL
 CP1399  ___________________________________________________________________
 CP1399* NAD 83(1986)-  32 27 14.     (N)    091 27 25.     (W)     SCALED    
 CP1399* NAVD 88     -        23.292  (meters)      76.42   (feet)  ADJUSTED  
 CP1399  ___________________________________________________________________
 CP1399  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1399  DYNAMIC HT  -          23.266 (meters)      76.33  (feet)  COMP
 CP1399  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 CP1399
 CP1399  VERT ORDER  -  FIRST     CLASS I
 CP1399
 CP1399.The horizontal coordinates were scaled from a topographic map and have
 CP1399.an estimated accuracy of +/- 6 seconds.
 CP1399
 CP1399.The orthometric height was determined by differential leveling
 CP1399.and adjusted by the National Geodetic Survey in June 1991..
 CP1399
 CP1399.The geoid height was determined by GEOID03.
 CP1399
 CP1399.The dynamic height is computed by dividing the NAVD 88
 CP1399.geopotential number by the normal gravity value computed on the
 CP1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1399.degrees latitude (g = 980.6199 gals.).
 CP1399
 CP1399.The modeled gravity was interpolated from observed gravity values.
 CP1399
 CP1399;                    North         East    Units  Estimated Accuracy
 CP1399;SPC LA N     -   217,110.    1,098,070.      MT  (+/- 180 meters Scaled)
 CP1399
 CP1399                          SUPERSEDED SURVEY CONTROL
 CP1399
 CP1399  NGVD 29 (??/??/??)   23.310  (m)           76.48   (f) ADJUSTED    1 1
 CP1399
 CP1399.Superseded values are not recommended for survey control.
 CP1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1399.See file dsdata.txt to determine how the superseded data were derived.
 CP1399
 CP1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR450917(NAD 83)
 CP1399_MARKER: DB = BENCH MARK DISK
 CP1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1399_STAMPING: S 245 1966
 CP1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1399+STABILITY: SURFACE MOTION
 CP1399
 CP1399  HISTORY     - Date     Condition        Report By
 CP1399  HISTORY     - 1966     MONUMENTED       CGS
 CP1399  HISTORY     - 1968     GOOD             NGS
 CP1399
 CP1399                          STATION DESCRIPTION
 CP1399
 CP1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1399'2.15 MI E FROM DELHI.
 CP1399'2.15 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1399'AT DELHI, IN SECTION 16, T 17 N, R 10 E, AT THE EAST END OF A WOODEN
 CP1399'TRESTLE OVER COW BAYOU, ABOUT 6 POLES WEST OF MILEPOST 33, 42 FEET
 CP1399'NORTH OF THE NORTH RAIL, 109 FEET SOUTH OF THE CENTER LINE OF OLD U.S.
 CP1399'HIGHWAY 80, 75 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 CP1399'SOUTH, 42 FEET EAST OF A TELEGRAPH POLE, 1.5 FEET WEST OF A METAL
 CP1399'WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 CP1399'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CP1399
 CP1399                          STATION RECOVERY (1968)
 CP1399
 CP1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1438 ***********************************************************************
 BW1438  DESIGNATION -  S 246
 BW1438  PID         -  BW1438
 BW1438  STATE/COUNTY-  LA/CATAHOULA
 BW1438  USGS QUAD   -  WISNER (1983)
 BW1438
 BW1438                         *CURRENT SURVEY CONTROL
 BW1438  ___________________________________________________________________
 BW1438* NAD 83(1986)-  31 52 53.     (N)    091 39 44.     (W)     SCALED    
 BW1438* NAVD 88     -        17.79   (+/-2cm)      58.4    (feet)  VERTCON   
 BW1438  ___________________________________________________________________
 BW1438  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1438
 BW1438  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1438
 BW1438.The horizontal coordinates were scaled from a topographic map and have
 BW1438.an estimated accuracy of +/- 6 seconds.
 BW1438
 BW1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1438.The vertical order pertains to the NGVD 29 superseded value.
 BW1438
 BW1438.The geoid height was determined by GEOID03.
 BW1438
 BW1438;                    North         East    Units  Estimated Accuracy
 BW1438;SPC LA N     -   153,470.    1,079,260.      MT  (+/- 180 meters Scaled)
 BW1438
 BW1438                          SUPERSEDED SURVEY CONTROL
 BW1438
 BW1438  NGVD 29 (??/??/92)   17.797  (m)           58.39   (f) ADJ UNCH    1 2
 BW1438
 BW1438.Superseded values are not recommended for survey control.
 BW1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1438.See file dsdata.txt to determine how the superseded data were derived.
 BW1438
 BW1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR265280(NAD 83)
 BW1438_MARKER: DB = BENCH MARK DISK
 BW1438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1438_SP_SET: CULVERT
 BW1438_STAMPING: S 246 1966
 BW1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1438
 BW1438  HISTORY     - Date     Condition        Report By
 BW1438  HISTORY     - 1966     MONUMENTED       CGS
 BW1438
 BW1438                          STATION DESCRIPTION
 BW1438
 BW1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1438'2.45 MI N FROM SICILY ISLAND.
 BW1438'ABOUT 2.45 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD AND STATE
 BW1438'HIGHWAY 15 FROM THE STATION AT SICILY ISLAND, IN SECTION 4, T 10 N, R
 BW1438'8 E, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET EAST OF
 BW1438'THE EAST RAIL MEASURED ON A SLOPE, SET IN THE TOP OF THE NORTH END OF
 BW1438'THE WEST CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER THE TRACK, 1.5
 BW1438'FEET SOUTH OF A METAL WITNESS POST, ABOUT 15 FEET BELOW THE LEVEL OF
 BW1438'THE TRACK, AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1533 ***********************************************************************
 BW1533  DESIGNATION -  S 250
 BW1533  PID         -  BW1533
 BW1533  STATE/COUNTY-  LA/CONCORDIA
 BW1533  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1533
 BW1533                         *CURRENT SURVEY CONTROL
 BW1533  ___________________________________________________________________
 BW1533* NAD 83(1986)-  31 37 09.     (N)    091 47 48.     (W)     SCALED    
 BW1533* NAVD 88     -        17.47   (+/-2cm)      57.3    (feet)  VERTCON   
 BW1533  ___________________________________________________________________
 BW1533  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1533
 BW1533  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1533
 BW1533.The horizontal coordinates were scaled from a topographic map and have
 BW1533.an estimated accuracy of +/- 6 seconds.
 BW1533
 BW1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1533.The vertical order pertains to the NGVD 29 superseded value.
 BW1533
 BW1533.The geoid height was determined by GEOID03.
 BW1533
 BW1533;                    North         East    Units  Estimated Accuracy
 BW1533;SPC LA N     -   124,300.    1,066,730.      MT  (+/- 180 meters Scaled)
 BW1533
 BW1533                          SUPERSEDED SURVEY CONTROL
 BW1533
 BW1533  NGVD 29 (??/??/92)   17.461  (m)           57.29   (f) ADJ UNCH    1 2
 BW1533
 BW1533.Superseded values are not recommended for survey control.
 BW1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1533.See file dsdata.txt to determine how the superseded data were derived.
 BW1533
 BW1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ141988(NAD 83)
 BW1533_MARKER: DB = BENCH MARK DISK
 BW1533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1533_SP_SET: 96 FT.
 BW1533_STAMPING: S 250 1966
 BW1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1533
 BW1533  HISTORY     - Date     Condition        Report By
 BW1533  HISTORY     - 1966     MONUMENTED       CGS
 BW1533
 BW1533                          STATION DESCRIPTION
 BW1533
 BW1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1533'1.05 MI E FROM JONESVILLE.
 BW1533'ABOUT 1.05 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END OF
 BW1533'THE HIGHWAY BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION 37,
 BW1533'T 7 N, R 7 E, 71.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 BW1533'QUACHITA RESIDENT OFFICE OF THE CORPS OF ENGINEERS, 75 1/2 FEET SOUTH
 BW1533'OF THE CENTER LINE OF THE HIGHWAY, 22 1/2 FEET WEST OF A 3-FORKED
 BW1533'TREE, 5.3 FEET EAST OF A PIPE FENCE CORNER POST, 4.3 FEET WEST OF A
 BW1533'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 1.4 FEET NORTH OF A CABLE
 BW1533'FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP
 BW1533'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 96 FEET
 BW1533'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0642 ***********************************************************************
 BW0642  DESIGNATION -  S 251
 BW0642  PID         -  BW0642
 BW0642  STATE/COUNTY-  LA/CONCORDIA
 BW0642  USGS QUAD   -  NATCHEZ (1976)
 BW0642
 BW0642                         *CURRENT SURVEY CONTROL
 BW0642  ___________________________________________________________________
 BW0642* NAD 83(1986)-  31 34 52.     (N)    091 29 17.     (W)     SCALED    
 BW0642* NAVD 88     -        17.727  (meters)      58.16   (feet)  ADJUSTED  
 BW0642  ___________________________________________________________________
 BW0642  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0642  DYNAMIC HT  -          17.706 (meters)      58.09  (feet)  COMP
 BW0642  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 BW0642
 BW0642  VERT ORDER  -  FIRST     CLASS II
 BW0642
 BW0642.The horizontal coordinates were scaled from a topographic map and have
 BW0642.an estimated accuracy of +/- 6 seconds.
 BW0642
 BW0642.The orthometric height was determined by differential leveling
 BW0642.and adjusted by the National Geodetic Survey in February 1994..
 BW0642
 BW0642.The geoid height was determined by GEOID03.
 BW0642
 BW0642.The dynamic height is computed by dividing the NAVD 88
 BW0642.geopotential number by the normal gravity value computed on the
 BW0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0642.degrees latitude (g = 980.6199 gals.).
 BW0642
 BW0642.The modeled gravity was interpolated from observed gravity values.
 BW0642
 BW0642;                    North         East    Units  Estimated Accuracy
 BW0642;SPC LA N     -   120,320.    1,096,050.      MT  (+/- 180 meters Scaled)
 BW0642
 BW0642                          SUPERSEDED SURVEY CONTROL
 BW0642
 BW0642  NAVD 88 (06/15/91)   17.745  (m)           58.22   (f) UNKNOWN     1 2
 BW0642  NGVD 29 (??/??/??)   17.727  (m)           58.16   (f) ADJUSTED    1 2
 BW0642
 BW0642.Superseded values are not recommended for survey control.
 BW0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0642.See file dsdata.txt to determine how the superseded data were derived.
 BW0642
 BW0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ434949(NAD 83)
 BW0642_MARKER: DB = BENCH MARK DISK
 BW0642_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0642_SP_SET: 40 FT.
 BW0642_STAMPING: S 251 1966
 BW0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0642
 BW0642  HISTORY     - Date     Condition        Report By
 BW0642  HISTORY     - 1966     MONUMENTED       CGS
 BW0642  HISTORY     - 1979     GOOD             NGS
 BW0642
 BW0642                          STATION DESCRIPTION
 BW0642
 BW0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0642'3.7 MI W FROM VIDALIA.
 BW0642'ABOUT 3.7 MILES WEST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0642'AT VIDALIA, IN SECTION 35, T 7 N, R 4 W, 148 FEET SOUTH OF THE CENTER
 BW0642'LINE OF A MEDIAN IN THE CENTER OF THE 4-LANE HIGHWAY, AT A FENCE
 BW0642'CORNER OF A FENCE AROUND A LOUISIANA POWER AND LIGHT COMPANY
 BW0642'SUB-STATION, 123 FEET EAST OF A WIRE MESH FENCE, 33 FEET WEST OF A
 BW0642'POWER POLE BRACED BY 4 GUY WIRES, 1 1/2 FEET NORTHWEST OF THE BASE OF
 BW0642'A GUY WIRE, 53 FEET WEST OF THE CENTER OF A METAL GATE, 1 FOOT EAST OF
 BW0642'A WIRE MESH FENCE, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 BW0642'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BW0642'DEPTH OF 40 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE THAT
 BW0642'PROJECTS 6 INCHES ABOVE THE GROUND.
 BW0642
 BW0642                          STATION RECOVERY (1979)
 BW0642
 BW0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1674 ***********************************************************************
 BW1674  DESIGNATION -  S 252
 BW1674  PID         -  BW1674
 BW1674  STATE/COUNTY-  LA/CONCORDIA
 BW1674  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1674
 BW1674                         *CURRENT SURVEY CONTROL
 BW1674  ___________________________________________________________________
 BW1674* NAD 83(1986)-  31 30 46.     (N)    091 31 30.     (W)     SCALED    
 BW1674* NAVD 88     -        18.461  (meters)      60.57   (feet)  ADJUSTED  
 BW1674  ___________________________________________________________________
 BW1674  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BW1674  DYNAMIC HT  -          18.438 (meters)      60.49  (feet)  COMP
 BW1674  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BW1674
 BW1674  VERT ORDER  -  FIRST     CLASS II
 BW1674
 BW1674.The horizontal coordinates were scaled from a topographic map and have
 BW1674.an estimated accuracy of +/- 6 seconds.
 BW1674
 BW1674.The orthometric height was determined by differential leveling
 BW1674.and adjusted by the National Geodetic Survey in February 1994..
 BW1674
 BW1674.The geoid height was determined by GEOID03.
 BW1674
 BW1674.The dynamic height is computed by dividing the NAVD 88
 BW1674.geopotential number by the normal gravity value computed on the
 BW1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1674.degrees latitude (g = 980.6199 gals.).
 BW1674
 BW1674.The modeled gravity was interpolated from observed gravity values.
 BW1674
 BW1674;                    North         East    Units  Estimated Accuracy
 BW1674;SPC LA N     -   112,710.    1,092,610.      MT  (+/- 180 meters Scaled)
 BW1674
 BW1674                          SUPERSEDED SURVEY CONTROL
 BW1674
 BW1674  NAVD 88 (06/15/91)   18.480  (m)           60.63   (f) UNKNOWN     1 2
 BW1674  NGVD 29 (??/??/??)   18.454  (m)           60.54   (f) ADJUSTED    1 2
 BW1674
 BW1674.Superseded values are not recommended for survey control.
 BW1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1674.See file dsdata.txt to determine how the superseded data were derived.
 BW1674
 BW1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ400873(NAD 83)
 BW1674_MARKER: DB = BENCH MARK DISK
 BW1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1674_STAMPING: S 252 1966
 BW1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1674+STABILITY: SURFACE MOTION
 BW1674
 BW1674  HISTORY     - Date     Condition        Report By
 BW1674  HISTORY     - 1966     MONUMENTED       CGS
 BW1674  HISTORY     - 1979     GOOD             NGS
 BW1674
 BW1674                          STATION DESCRIPTION
 BW1674
 BW1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1674'7.9 MI SW FROM VIDALIA.
 BW1674'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1674'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1674'THENCE 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 15, IN SECTION 5, T 6 N,
 BW1674'R 4 W, ABOUT 0.45 MILE EAST OF SOME FARM BUILDINGS AND A LONE WATER
 BW1674'TOWER, ABOUT 0.25 MILE NORTH OF THE ENTRANCE TO THE FORREST-MORO
 BW1674'PLANTATION, AT A POINT WHERE THE HIGHWAY CLIMBS TO THE TOP OF A LEVEE,
 BW1674'AT A CURVE, 115 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY ALONG
 BW1674'THE TOP OF THE LEVEE, 43 1/2 FEET SOUTH OF A TELEPHONE POLE BRACED BY
 BW1674'A GUY WIRE, 25 1/2 FEET EAST OF A PIPE FENCE, 10 FEET WEST OF A CORNER
 BW1674'FENCE POST, 1 1/2 FEET NORTH OF A WIRE FENCE, 1.6 FEET SOUTHWEST OF A
 BW1674'METAL WITNESS POST, ABOUT 18 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 BW1674'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BW1674
 BW1674                          STATION RECOVERY (1979)
 BW1674
 BW1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1250 ***********************************************************************
 BW1250  DESIGNATION -  S 253
 BW1250  PID         -  BW1250
 BW1250  STATE/COUNTY-  LA/CONCORDIA
 BW1250  USGS QUAD   -  SLOCUM (1983)
 BW1250
 BW1250                         *CURRENT SURVEY CONTROL
 BW1250  ___________________________________________________________________
 BW1250* NAD 83(1986)-  31 16 59.     (N)    091 38 22.     (W)     SCALED    
 BW1250* NAVD 88     -        13.001  (meters)      42.65   (feet)  ADJUSTED  
 BW1250  ___________________________________________________________________
 BW1250  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1250  DYNAMIC HT  -          12.985 (meters)      42.60  (feet)  COMP
 BW1250  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 BW1250
 BW1250  VERT ORDER  -  FIRST     CLASS II
 BW1250
 BW1250.The horizontal coordinates were scaled from a topographic map and have
 BW1250.an estimated accuracy of +/- 6 seconds.
 BW1250
 BW1250.The orthometric height was determined by differential leveling
 BW1250.and adjusted by the National Geodetic Survey in February 1994..
 BW1250
 BW1250.The geoid height was determined by GEOID03.
 BW1250
 BW1250.The dynamic height is computed by dividing the NAVD 88
 BW1250.geopotential number by the normal gravity value computed on the
 BW1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1250.degrees latitude (g = 980.6199 gals.).
 BW1250
 BW1250.The modeled gravity was interpolated from observed gravity values.
 BW1250
 BW1250;                    North         East    Units  Estimated Accuracy
 BW1250;SPC LA N     -    87,150.    1,081,940.      MT  (+/- 180 meters Scaled)
 BW1250
 BW1250                          SUPERSEDED SURVEY CONTROL
 BW1250
 BW1250  NAVD 88 (06/15/91)   13.023  (m)           42.73   (f) UNKNOWN     1 2
 BW1250  NGVD 29 (??/??/??)   12.980  (m)           42.59   (f) ADJUSTED    1 2
 BW1250
 BW1250.Superseded values are not recommended for survey control.
 BW1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1250.See file dsdata.txt to determine how the superseded data were derived.
 BW1250
 BW1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ295617(NAD 83)
 BW1250_MARKER: DB = BENCH MARK DISK
 BW1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1250_STAMPING: S 253 1966
 BW1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1250+STABILITY: SURFACE MOTION
 BW1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1250+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1991
 BW1250
 BW1250  HISTORY     - Date     Condition        Report By
 BW1250  HISTORY     - 1966     MONUMENTED       CGS
 BW1250  HISTORY     - 1979     GOOD             NGS
 BW1250  HISTORY     - 19910710 MARK NOT FOUND   LADTD
 BW1250
 BW1250                          STATION DESCRIPTION
 BW1250
 BW1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1250'7.55 MI NE FROM SHAW.
 BW1250'ABOUT 7.55 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1250'SCHOOLHOUSE AT SHAW, IN SECTION 46, T 4 N, R 8 E, ABOUT 0.1 MILE WEST
 BW1250'OF THE BAR AND STORE AT SLOCUM, 242 FEET NORTHWEST OF THE CENTER LINE
 BW1250'OF THE HIGHWAY, 174 FEET NORTHWEST OF A POWER POLE BEARING A
 BW1250'TRANSFORMER, 32 FEET NORTHEAST OF THE CENTER LINE OF A LANE, 27 FEET
 BW1250'SOUTH-SOUTHWEST OF THE MOST WESTERLY OF A GROUP OF WILLOW TREES AROUND
 BW1250'A BORROW PIT, 16 FEET WEST OF THE WEST EDGE OF A BORROW PIT, 4 FEET
 BW1250'SOUTHEAST OF A CORNER POST AT A T-JUNCTION OF FENCES, 2 FEET NORTHEAST
 BW1250'OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 25 FEET
 BW1250'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BW1250'PROJECTING 10 INCHES.
 BW1250
 BW1250                          STATION RECOVERY (1979)
 BW1250
 BW1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1250'RECOVERED IN GOOD CONDITION.
 BW1250
 BW1250                          STATION RECOVERY (1991)
 BW1250
 BW1250'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BW1250'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1328 ***********************************************************************
 CP1328  DESIGNATION -  S 254
 CP1328  PID         -  CP1328
 CP1328  STATE/COUNTY-  LA/MADISON
 CP1328  USGS QUAD   -  MOUND (1973)
 CP1328
 CP1328                         *CURRENT SURVEY CONTROL
 CP1328  ___________________________________________________________________
 CP1328* NAD 83(1986)-  32 21 29.     (N)    091 04 13.     (W)     SCALED    
 CP1328* NAVD 88     -        28.191  (meters)      92.49   (feet)  ADJUSTED  
 CP1328  ___________________________________________________________________
 CP1328  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP1328  DYNAMIC HT  -          28.159 (meters)      92.39  (feet)  COMP
 CP1328  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 CP1328
 CP1328  VERT ORDER  -  FIRST     CLASS I
 CP1328
 CP1328.The horizontal coordinates were scaled from a topographic map and have
 CP1328.an estimated accuracy of +/- 6 seconds.
 CP1328
 CP1328.The orthometric height was determined by differential leveling
 CP1328.and adjusted by the National Geodetic Survey in June 1991..
 CP1328
 CP1328.The geoid height was determined by GEOID03.
 CP1328
 CP1328.The dynamic height is computed by dividing the NAVD 88
 CP1328.geopotential number by the normal gravity value computed on the
 CP1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1328.degrees latitude (g = 980.6199 gals.).
 CP1328
 CP1328.The modeled gravity was interpolated from observed gravity values.
 CP1328
 CP1328;                    North         East    Units  Estimated Accuracy
 CP1328;SPC LA N     -   206,900.    1,134,560.      MT  (+/- 180 meters Scaled)
 CP1328
 CP1328                          SUPERSEDED SURVEY CONTROL
 CP1328
 CP1328  NGVD 29 (??/??/??)   28.190  (m)           92.49   (f) ADJUSTED    1 1
 CP1328
 CP1328.Superseded values are not recommended for survey control.
 CP1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1328.See file dsdata.txt to determine how the superseded data were derived.
 CP1328
 CP1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR815817(NAD 83)
 CP1328_MARKER: DB = BENCH MARK DISK
 CP1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1328_STAMPING: S 254 1968
 CP1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1328+STABILITY: SURFACE MOTION
 CP1328
 CP1328  HISTORY     - Date     Condition        Report By
 CP1328  HISTORY     - 1968     MONUMENTED       CGS
 CP1328
 CP1328                          STATION DESCRIPTION
 CP1328
 CP1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1328'7.75 MI E FROM TALLULAH.
 CP1328'7.75 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1328'COURTHOUSE AT TALLULAH, OR ABOUT 8.85 MILES WEST ALONG THE ILLINOIS
 CP1328'CENTRAL RAILROAD FROM THE POST OFFICE AT DELTA, IN SECTION 38, T 16 N,
 CP1328'R 14 E, 0.3 MILE WEST OF MILEPOST 9, AT THE CROSSING OF THE RAILROAD
 CP1328'AND A PAVED ROAD, 32 1/2 FEET NORTH OF THE NORTH RAIL, 46 FEET SOUTH
 CP1328'OF THE CENTER LINE OF U.S. HIGHWAY 80, 130 FEET NORTHWEST OF THE
 CP1328'CENTER OF THE CROSSING, 118 FEET WEST OF THE CENTER LINE OF THE PAVED
 CP1328'ROAD, 2 FEET SOUTH OF A TELEPHONE POLE, 1.1 FEET WEST OF A METAL
 CP1328'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 2
 CP1328'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CP1328'POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0048 ***********************************************************************
 CQ0048  DESIGNATION -  S 255
 CQ0048  PID         -  CQ0048
 CQ0048  STATE/COUNTY-  LA/OUACHITA
 CQ0048  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0048
 CQ0048                         *CURRENT SURVEY CONTROL
 CQ0048  ___________________________________________________________________
 CQ0048* NAD 83(1986)-  32 30 58.     (N)    092 11 31.     (W)     SCALED    
 CQ0048* NAVD 88     -        49.253  (meters)     161.59   (feet)  ADJUSTED  
 CQ0048  ___________________________________________________________________
 CQ0048  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0048  DYNAMIC HT  -          49.198 (meters)     161.41  (feet)  COMP
 CQ0048  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 CQ0048
 CQ0048  VERT ORDER  -  FIRST     CLASS I
 CQ0048
 CQ0048.The horizontal coordinates were scaled from a topographic map and have
 CQ0048.an estimated accuracy of +/- 6 seconds.
 CQ0048
 CQ0048.The orthometric height was determined by differential leveling
 CQ0048.and adjusted by the National Geodetic Survey in June 1991..
 CQ0048
 CQ0048.The geoid height was determined by GEOID03.
 CQ0048
 CQ0048.The dynamic height is computed by dividing the NAVD 88
 CQ0048.geopotential number by the normal gravity value computed on the
 CQ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0048.degrees latitude (g = 980.6199 gals.).
 CQ0048
 CQ0048.The modeled gravity was interpolated from observed gravity values.
 CQ0048
 CQ0048;                    North         East    Units  Estimated Accuracy
 CQ0048;SPC LA N     -   223,580.    1,028,940.      MT  (+/- 180 meters Scaled)
 CQ0048
 CQ0048                          SUPERSEDED SURVEY CONTROL
 CQ0048
 CQ0048  NGVD 29 (??/??/??)   49.302  (m)          161.75   (f) ADJUSTED    1 1
 CQ0048
 CQ0048.Superseded values are not recommended for survey control.
 CQ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0048.See file dsdata.txt to determine how the superseded data were derived.
 CQ0048
 CQ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR758979(NAD 83)
 CQ0048_MARKER: DB = BENCH MARK DISK
 CQ0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0048_SP_SET: BUILDING
 CQ0048_STAMPING: S 255 1968
 CQ0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0048
 CQ0048  HISTORY     - Date     Condition        Report By
 CQ0048  HISTORY     - 1968     MONUMENTED       CGS
 CQ0048  HISTORY     - 1969     GOOD             CGS
 CQ0048
 CQ0048                          STATION DESCRIPTION
 CQ0048
 CQ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0048'5.9 MI NW FROM MONROE.
 CQ0048'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0048'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0048'THENCE 4.9 MILES WEST ALONG U.S. HIGHWAY 80, IN SECTION 30, T 18 N, R
 CQ0048'3 E, AT THE COMMUNITY OF CLAIRBORNE, 200 FEET SOUTH AND ACROSS THE
 CQ0048'HIGHWAY FROM THE SOUTH FACE OF THE CLAIRBORNE ELEMENTARY SCHOOL, 94
 CQ0048'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 116 FEET WEST OF THE
 CQ0048'CENTER LINE OF A PAVED ROAD, SET VERTICALLY IN THE NORTH BRICK FACE OF
 CQ0048'THE CLAIRBORNE METHODIST CHURCH, 1.5 FEET EAST OF THE NORTHWEST CORNER
 CQ0048'OF THE BUILDING ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 CQ0048'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0993 ***********************************************************************
 CQ0993  DESIGNATION -  S 256
 CQ0993  PID         -  CQ0993
 CQ0993  STATE/COUNTY-  LA/LINCOLN
 CQ0993  USGS QUAD   -  RUSTON WEST (1994)
 CQ0993
 CQ0993                         *CURRENT SURVEY CONTROL
 CQ0993  ___________________________________________________________________
 CQ0993* NAD 83(1986)-  32 31 11.     (N)    092 44 37.     (W)     SCALED    
 CQ0993* NAVD 88     -       106.342  (meters)     348.89   (feet)  ADJUSTED  
 CQ0993  ___________________________________________________________________
 CQ0993  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0993  DYNAMIC HT  -         106.223 (meters)     348.50  (feet)  COMP
 CQ0993  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 CQ0993
 CQ0993  VERT ORDER  -  FIRST     CLASS I
 CQ0993
 CQ0993.The horizontal coordinates were scaled from a topographic map and have
 CQ0993.an estimated accuracy of +/- 6 seconds.
 CQ0993
 CQ0993.The orthometric height was determined by differential leveling
 CQ0993.and adjusted by the National Geodetic Survey in June 1991..
 CQ0993
 CQ0993.The geoid height was determined by GEOID03.
 CQ0993
 CQ0993.The dynamic height is computed by dividing the NAVD 88
 CQ0993.geopotential number by the normal gravity value computed on the
 CQ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0993.degrees latitude (g = 980.6199 gals.).
 CQ0993
 CQ0993.The modeled gravity was interpolated from observed gravity values.
 CQ0993
 CQ0993;                    North         East    Units  Estimated Accuracy
 CQ0993;SPC LA N     -   223,970.      977,110.      MT  (+/- 180 meters Scaled)
 CQ0993
 CQ0993                          SUPERSEDED SURVEY CONTROL
 CQ0993
 CQ0993  NGVD 29 (??/??/??)  106.415  (m)          349.13   (f) ADJUSTED    1 1
 CQ0993
 CQ0993.Superseded values are not recommended for survey control.
 CQ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0993.See file dsdata.txt to determine how the superseded data were derived.
 CQ0993
 CQ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR240980(NAD 83)
 CQ0993_MARKER: DB = BENCH MARK DISK
 CQ0993_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0993_SP_SET: 34 FEET
 CQ0993_STAMPING: S 256 1968
 CQ0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0993
 CQ0993  HISTORY     - Date     Condition        Report By
 CQ0993  HISTORY     - 1968     MONUMENTED       CGS
 CQ0993  HISTORY     - 1969     GOOD             CGS
 CQ0993  HISTORY     - 1981     GOOD             LADTD
 CQ0993  HISTORY     - 1987     GOOD             USPSQD
 CQ0993
 CQ0993                          STATION DESCRIPTION
 CQ0993
 CQ0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0993'2.85 MI E FROM SIMSBORO.
 CQ0993'ABOUT 2.85 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL
 CQ0993'AT SIMSBORO, IN SECTION 26, T 18 N, R 4 W, 75 1/2 FEET NORTH OF THE
 CQ0993'CENTER LINE OF THE HIGHWAY, 106 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CQ0993'OF A BRICK HOUSE, 51 FEET WEST OF THE CENTER LINE OF A PRIVATE
 CQ0993'DRIVEWAY, 32 FEET NORTH OF A POWER POLE WHICH BEARS A TRANSFORMER, 1.3
 CQ0993'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CQ0993'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 CQ0993'TO A DEPTH OF 34 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH
 CQ0993'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ0993
 CQ0993                          STATION RECOVERY (1981)
 CQ0993
 CQ0993'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0993'RECOVERED IN GOOD CONDITION.
 CQ0993
 CQ0993                          STATION RECOVERY (1987)
 CQ0993
 CQ0993'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2018 ***********************************************************************
 CQ2018  DESIGNATION -  S 257
 CQ2018  PID         -  CQ2018
 CQ2018  STATE/COUNTY-  LA/BOSSIER
 CQ2018  USGS QUAD   -  EASTWOOD (1975)
 CQ2018
 CQ2018                         *CURRENT SURVEY CONTROL
 CQ2018  ___________________________________________________________________
 CQ2018* NAD 83(1986)-  32 31 50.     (N)    093 31 49.     (W)     SCALED    
 CQ2018* NAVD 88     -        81.678  (meters)     267.97   (feet)  ADJUSTED  
 CQ2018  ___________________________________________________________________
 CQ2018  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2018  DYNAMIC HT  -          81.586 (meters)     267.67  (feet)  COMP
 CQ2018  MODELED GRAV-     979,505.4   (mgal)                       NAVD 88
 CQ2018
 CQ2018  VERT ORDER  -  FIRST     CLASS I
 CQ2018
 CQ2018.The horizontal coordinates were scaled from a topographic map and have
 CQ2018.an estimated accuracy of +/- 6 seconds.
 CQ2018
 CQ2018.The orthometric height was determined by differential leveling
 CQ2018.and adjusted by the National Geodetic Survey in June 1991..
 CQ2018
 CQ2018.The geoid height was determined by GEOID03.
 CQ2018
 CQ2018.The dynamic height is computed by dividing the NAVD 88
 CQ2018.geopotential number by the normal gravity value computed on the
 CQ2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2018.degrees latitude (g = 980.6199 gals.).
 CQ2018
 CQ2018.The modeled gravity was interpolated from observed gravity values.
 CQ2018
 CQ2018;                    North         East    Units  Estimated Accuracy
 CQ2018;SPC LA N     -   225,600.      903,220.      MT  (+/- 180 meters Scaled)
 CQ2018
 CQ2018                          SUPERSEDED SURVEY CONTROL
 CQ2018
 CQ2018  NGVD 29 (??/??/??)   81.752  (m)          268.21   (f) ADJUSTED    1 1
 CQ2018
 CQ2018.Superseded values are not recommended for survey control.
 CQ2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2018.See file dsdata.txt to determine how the superseded data were derived.
 CQ2018
 CQ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR502993(NAD 83)
 CQ2018_MARKER: DB = BENCH MARK DISK
 CQ2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2018_SP_SET: CONCRETE POST
 CQ2018_STAMPING: S 257 1968
 CQ2018_MARK LOGO: CGS   
 CQ2018_PROJECTION: FLUSH
 CQ2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2018+STABILITY: SURFACE MOTION
 CQ2018
 CQ2018  HISTORY     - Date     Condition        Report By
 CQ2018  HISTORY     - 1968     MONUMENTED       CGS
 CQ2018  HISTORY     - 1969     GOOD             CGS
 CQ2018  HISTORY     - 1985     GOOD             LADTD
 CQ2018  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ2018  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ2018
 CQ2018                          STATION DESCRIPTION
 CQ2018
 CQ2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2018'1.5 MI W FROM HAUGHTON.
 CQ2018'ABOUT 1.5 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ2018'OFFICE AT HAUGHTON, IN SECTION 20, T 18 N, R 11 W, 7 1/2 POLES WEST OF
 CQ2018'MILEPOST 155, 171 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 33
 CQ2018'1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDETRACK, 68 1/2 FEET
 CQ2018'SOUTH OF A POWER POLE, 10 1/2 FEET SOUTHWEST OF A 36-INCH OAK TREE, 1
 CQ2018'1/2 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 CQ2018'POST, ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE MAIN TRACK, AND SET IN
 CQ2018'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 CQ2018'OF THE GROUND.
 CQ2018
 CQ2018                          STATION RECOVERY (1985)
 CQ2018
 CQ2018'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ2018'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 CQ2018'2 KM (1.3 MI) WEST ON STATE HIGHWAY 614 FROM THE POST OFFICE IN
 CQ2018'HAUGHTON TO THE CROSS ROADS OF STATE HIGHWAY 614 AND SLIGO FIELD
 CQ2018'ROAD, THENCE 0.32 KM (0.20 MI) SOUTH (LEFT) ON SLIGO FIELD ROAD TO
 CQ2018'THE MARK IN SECTION 20, T 18 N, R 11 W, 52 METERS (171 FEET) SOUTH OF
 CQ2018'THE SOUTH RAIL OF THE MAIN TRACK, 21 METERS (69 FEET) SOUTH OF A
 CQ2018'POWER POLE, 10 METERS (34 FEET) SOUTHEAST OF THE SOUTHEAST RAIL OF A
 CQ2018'SIDE TRACK, 3 METERS (10 FEET) SOUTHWEST OF A 36 INCH OAK TREE, AND
 CQ2018'0.60 METERS (2 FEET) NORTHWEST OF A FENCE.
 CQ2018'THE MARK IS 0.60 METERS  SE FROM A WITNESS POST.
 CQ2018'THE MARK IS 2.0 M BELOW THE MAIN RAIL ROAD TRACKS.
 CQ2018
 CQ2018                          STATION RECOVERY (2002)
 CQ2018
 CQ2018'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 CQ2018'MARK NOT FOUND.
 CQ2018
 CQ2018                          STATION RECOVERY (2003)
 CQ2018
 CQ2018'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1282 ***********************************************************************
 CQ1282  DESIGNATION -  S 258
 CQ1282  PID         -  CQ1282
 CQ1282  STATE/COUNTY-  LA/BIENVILLE
 CQ1282  USGS QUAD   -  GIBSLAND (1986)
 CQ1282
 CQ1282                         *CURRENT SURVEY CONTROL
 CQ1282  ___________________________________________________________________
 CQ1282* NAD 83(1986)-  32 32 49.     (N)    093 07 19.     (W)     SCALED    
 CQ1282* NAVD 88     -        68.213  (meters)     223.80   (feet)  ADJUSTED  
 CQ1282  ___________________________________________________________________
 CQ1282  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1282  DYNAMIC HT  -          68.137 (meters)     223.55  (feet)  COMP
 CQ1282  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 CQ1282
 CQ1282  VERT ORDER  -  FIRST     CLASS I
 CQ1282
 CQ1282.The horizontal coordinates were scaled from a topographic map and have
 CQ1282.an estimated accuracy of +/- 6 seconds.
 CQ1282
 CQ1282.The orthometric height was determined by differential leveling
 CQ1282.and adjusted by the National Geodetic Survey in June 1991..
 CQ1282
 CQ1282.The geoid height was determined by GEOID03.
 CQ1282
 CQ1282.The dynamic height is computed by dividing the NAVD 88
 CQ1282.geopotential number by the normal gravity value computed on the
 CQ1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1282.degrees latitude (g = 980.6199 gals.).
 CQ1282
 CQ1282.The modeled gravity was interpolated from observed gravity values.
 CQ1282
 CQ1282;                    North         East    Units  Estimated Accuracy
 CQ1282;SPC LA N     -   227,130.      941,580.      MT  (+/- 180 meters Scaled)
 CQ1282
 CQ1282                          SUPERSEDED SURVEY CONTROL
 CQ1282
 CQ1282  NGVD 29 (??/??/??)   68.289  (m)          224.04   (f) ADJUSTED    1 1
 CQ1282
 CQ1282.Superseded values are not recommended for survey control.
 CQ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1282.See file dsdata.txt to determine how the superseded data were derived.
 CQ1282
 CQ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS885010(NAD 83)
 CQ1282_MARKER: DB = BENCH MARK DISK
 CQ1282_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1282_SP_SET: 44.5 FT.
 CQ1282_STAMPING: S 258 1969
 CQ1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1282
 CQ1282  HISTORY     - Date     Condition        Report By
 CQ1282  HISTORY     - 1969     MONUMENTED       CGS
 CQ1282  HISTORY     - 1982     POOR             USGS
 CQ1282
 CQ1282                          STATION DESCRIPTION
 CQ1282
 CQ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1282'3.95 MI W FROM GIBSLAND.
 CQ1282'ABOUT 3.95 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1282'STATION AT GIBSLAND, IN SECTION 18, T 18 N, R 7W, 0.15 MILE WEST OF
 CQ1282'MILEPOST 131, 0.1 MILE NORTHWEST AND ACROSS U.S. HIGHWAY 80 AND THE
 CQ1282'TRACK FROM THE TAYLOR POST OFFICE, 115 1/2 FEET NORTH OF THE NORTH
 CQ1282'RAIL OF THE MAIN TRACK, 108 FEET SOUTHWEST OF THE CENTER LINE OF A
 CQ1282'PAVED ROAD, 34 1/2 FEET SOUTHEAST OF A 26-INCH PINE TREE, 23 1/2 FEET
 CQ1282'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BUILDING, 6 FEET WEST
 CQ1282'OF A POWER POLE WHICH BEARS A TRANSFORMER, 1.3 FEET EAST OF A METAL
 CQ1282'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 CQ1282'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 44
 CQ1282'1/2 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 6 INCHES
 CQ1282'ABOVE THE SURFACE OF THE GROUND.
 CQ1282
 CQ1282                          STATION RECOVERY (1982)
 CQ1282
 CQ1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1282'THE 6 IN IRON PIPE ENCASING THE COPPER COATED ROD AND TABLET HAS BEEN
 CQ1282'HIT, POSSIBLY BY A TRACTOR, CAUSING THE ROD AND TABLET TO BE LEANING
 CQ1282'ABOUT 15 DEGREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1796 ***********************************************************************
 CQ1796  DESIGNATION -  S 259
 CQ1796  PID         -  CQ1796
 CQ1796  STATE/COUNTY-  LA/CADDO
 CQ1796  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1796
 CQ1796                         *CURRENT SURVEY CONTROL
 CQ1796  ___________________________________________________________________
 CQ1796* NAD 83(1986)-  32 26 35.     (N)    093 43 08.     (W)     SCALED    
 CQ1796* NAVD 88     -        49.645  (meters)     162.88   (feet)  ADJUSTED  
 CQ1796  ___________________________________________________________________
 CQ1796  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1796  DYNAMIC HT  -          49.589 (meters)     162.69  (feet)  COMP
 CQ1796  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 CQ1796
 CQ1796  VERT ORDER  -  FIRST     CLASS I
 CQ1796
 CQ1796.The horizontal coordinates were scaled from a topographic map and have
 CQ1796.an estimated accuracy of +/- 6 seconds.
 CQ1796
 CQ1796.The orthometric height was determined by differential leveling
 CQ1796.and adjusted by the National Geodetic Survey in June 1991..
 CQ1796
 CQ1796.The geoid height was determined by GEOID03.
 CQ1796
 CQ1796.The dynamic height is computed by dividing the NAVD 88
 CQ1796.geopotential number by the normal gravity value computed on the
 CQ1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1796.degrees latitude (g = 980.6199 gals.).
 CQ1796
 CQ1796.The modeled gravity was interpolated from observed gravity values.
 CQ1796
 CQ1796;                    North         East    Units  Estimated Accuracy
 CQ1796;SPC LA N     -   216,080.      885,390.      MT  (+/- 180 meters Scaled)
 CQ1796
 CQ1796                          SUPERSEDED SURVEY CONTROL
 CQ1796
 CQ1796  NGVD 29 (??/??/??)   49.711  (m)          163.09   (f) ADJUSTED    1 1
 CQ1796
 CQ1796.Superseded values are not recommended for survey control.
 CQ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1796.See file dsdata.txt to determine how the superseded data were derived.
 CQ1796
 CQ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR324897(NAD 83)
 CQ1796_MARKER: DB = BENCH MARK DISK
 CQ1796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1796_SP_SET: CATCH BASIN
 CQ1796_STAMPING: S 259 1969
 CQ1796_MARK LOGO: CGS   
 CQ1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1796+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1988
 CQ1796
 CQ1796  HISTORY     - Date     Condition        Report By
 CQ1796  HISTORY     - 1969     MONUMENTED       CGS
 CQ1796  HISTORY     - 1977     GOOD             NGS
 CQ1796  HISTORY     - 1985     GOOD             USPSQD
 CQ1796  HISTORY     - 1987     GOOD             USPSQD
 CQ1796  HISTORY     - 19881202 GOOD             LADTD
 CQ1796  HISTORY     - 1989     GOOD             USPSQD
 CQ1796
 CQ1796                          STATION DESCRIPTION
 CQ1796
 CQ1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1796'0.95 MI SE FROM SHREVEPORT.
 CQ1796'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1796'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 37,
 CQ1796'T 17 N, R 13 W, 0.7 MILE SOUTHEAST OF THE YOUREE DRIVE JUNIOR HIGH
 CQ1796'SCHOOL, 98 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 CQ1796'HIGHWAY AND EAST 70TH STREET, 84 FEET SOUTHWEST OF THE CENTER OF THE
 CQ1796'MEDIAN OF THE HIGHWAY, 84 FEET SOUTH OF THE CENTER LINE OF EAST 70TH
 CQ1796'STREET, SET IN THE TOP OF THE SOUTHWEST SIDE OF A 5 1/2- X 5 1/2-FOOT
 CQ1796'SQUARE CONCRETE CATCH BASIN WHICH IS LEVEL WITH THE SURFACE OF THE
 CQ1796'GROUND, 13 1/2 FEET SOUTH OF A METAL TRAFFIC CONTROL BOX, AND ABOUT 2
 CQ1796'FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ1796
 CQ1796                          STATION RECOVERY (1977)
 CQ1796
 CQ1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1796'RECOVERED IN GOOD CONDITION.
 CQ1796
 CQ1796                          STATION RECOVERY (1985)
 CQ1796
 CQ1796'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1796'SOUTHFIELD STATION POST OFFICE AT SHREVEPORT HAS BEEN RELOCATED 0.2
 CQ1796'MILES SOUTH OF ITS POSITION WHEN DESCRIPTION WAS WRITTEN.
 CQ1796
 CQ1796                          STATION RECOVERY (1987)
 CQ1796
 CQ1796'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1796'RECOVERED IN GOOD CONDITION.
 CQ1796
 CQ1796                          STATION RECOVERY (1988)
 CQ1796
 CQ1796'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ1796'THE STATION IS LOCATED IN SOUTH SHREVEPORT AT THE JUNCTION OF STATE
 CQ1796'HIGHWAYS 511 AND 1, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION SET
 CQ1796'IN A CATCH BASIN.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 CQ1796'AND DEVELOPMENT.
 CQ1796'THE STATION IS 15.2 M (49.9 FT) WEST FROM THE CENTER OF THE SOUTH
 CQ1796'BOUND LANES OF HIGHWAY 1, 17.8 M (58.4 FT) SOUTH FROM THE CENTER OF
 CQ1796'THE EAST BOUND LANES OF HIGHWAY 511 AND 3.8 M (12.5 FT) SOUTHWEST
 CQ1796'FROM A BRACE POLE.  THE MARK IS FLUSH WITH THE TOP OF THE CATCH BASIN
 CQ1796'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CQ1796
 CQ1796                          STATION RECOVERY (1989)
 CQ1796
 CQ1796'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1844 ***********************************************************************
 CQ1844  DESIGNATION -  S 260
 CQ1844  PID         -  CQ1844
 CQ1844  STATE/COUNTY-  LA/CADDO
 CQ1844  USGS QUAD   -  ELM GROVE (1980)
 CQ1844
 CQ1844                         *CURRENT SURVEY CONTROL
 CQ1844  ___________________________________________________________________
 CQ1844* NAD 83(1986)-  32 16 23.     (N)    093 32 21.     (W)     SCALED    
 CQ1844* NAVD 88     -        45.047  (meters)     147.79   (feet)  ADJUSTED  
 CQ1844  ___________________________________________________________________
 CQ1844  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ1844  DYNAMIC HT  -          44.995 (meters)     147.62  (feet)  COMP
 CQ1844  MODELED GRAV-     979,494.0   (mgal)                       NAVD 88
 CQ1844
 CQ1844  VERT ORDER  -  FIRST     CLASS I
 CQ1844
 CQ1844.The horizontal coordinates were scaled from a topographic map and have
 CQ1844.an estimated accuracy of +/- 6 seconds.
 CQ1844
 CQ1844.The orthometric height was determined by differential leveling
 CQ1844.and adjusted by the National Geodetic Survey in February 1994..
 CQ1844
 CQ1844.The geoid height was determined by GEOID03.
 CQ1844
 CQ1844.The dynamic height is computed by dividing the NAVD 88
 CQ1844.geopotential number by the normal gravity value computed on the
 CQ1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1844.degrees latitude (g = 980.6199 gals.).
 CQ1844
 CQ1844.The modeled gravity was interpolated from observed gravity values.
 CQ1844
 CQ1844;                    North         East    Units  Estimated Accuracy
 CQ1844;SPC LA N     -   197,060.      902,110.      MT  (+/- 180 meters Scaled)
 CQ1844
 CQ1844                          SUPERSEDED SURVEY CONTROL
 CQ1844
 CQ1844  NAVD 88 (06/15/91)   45.046  (m)          147.79   (f) UNKNOWN     1 1
 CQ1844  NGVD 29 (??/??/??)   45.097  (m)          147.96   (f) ADJUSTED    1 1
 CQ1844
 CQ1844.Superseded values are not recommended for survey control.
 CQ1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1844.See file dsdata.txt to determine how the superseded data were derived.
 CQ1844
 CQ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR492708(NAD 83)
 CQ1844_MARKER: DB = BENCH MARK DISK
 CQ1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1844_SP_SET: CULVERT
 CQ1844_STAMPING: S 260 1969
 CQ1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1844
 CQ1844  HISTORY     - Date     Condition        Report By
 CQ1844  HISTORY     - 1969     MONUMENTED       CGS
 CQ1844  HISTORY     - 1977     GOOD             NGS
 CQ1844  HISTORY     - 1985     GOOD             USPSQD
 CQ1844  HISTORY     - 1989     GOOD             USPSQD
 CQ1844  HISTORY     - 19990515 GOOD             USPSQD
 CQ1844
 CQ1844                          STATION DESCRIPTION
 CQ1844
 CQ1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1844'16.6 MI SE FROM SHREVEPORT.
 CQ1844'ABOUT 16.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1844'STATION POST OFFICE AT SHREVEPORT, IN SECTION 19, T 15 N, R 12 W, 1.45
 CQ1844'MILES SOUTHEAST OF THE STORE AND POST OFFICE AT CASPIANA, 2 FEET
 CQ1844'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE
 CQ1844'TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, AND
 CQ1844'ABOUT LEVEL WITH THE HIGHWAY,
 CQ1844
 CQ1844                          STATION RECOVERY (1977)
 CQ1844
 CQ1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1844'RECOVERED IN GOOD CONDITION.
 CQ1844
 CQ1844                          STATION RECOVERY (1985)
 CQ1844
 CQ1844'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1844'ABOUT 16.4 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1844'POST OFFICE , SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1844'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1844
 CQ1844                          STATION RECOVERY (1989)
 CQ1844
 CQ1844'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1844'RECOVERED IN GOOD CONDITION.
 CQ1844
 CQ1844                          STATION RECOVERY (1999)
 CQ1844
 CQ1844'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1446 ***********************************************************************
 CQ1446  DESIGNATION -  S 261
 CQ1446  PID         -  CQ1446
 CQ1446  STATE/COUNTY-  LA/RED RIVER
 CQ1446  USGS QUAD   -  HARMON (1980)
 CQ1446
 CQ1446                         *CURRENT SURVEY CONTROL
 CQ1446  ___________________________________________________________________
 CQ1446* NAD 83(1986)-  32 01 08.     (N)    093 25 45.     (W)     SCALED    
 CQ1446* NAVD 88     -        39.773  (meters)     130.49   (feet)  ADJUSTED  
 CQ1446  ___________________________________________________________________
 CQ1446  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1446  DYNAMIC HT  -          39.727 (meters)     130.34  (feet)  COMP
 CQ1446  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CQ1446
 CQ1446  VERT ORDER  -  FIRST     CLASS I
 CQ1446
 CQ1446.The horizontal coordinates were scaled from a topographic map and have
 CQ1446.an estimated accuracy of +/- 6 seconds.
 CQ1446
 CQ1446.The orthometric height was determined by differential leveling
 CQ1446.and adjusted by the National Geodetic Survey in February 1994..
 CQ1446
 CQ1446.The geoid height was determined by GEOID03.
 CQ1446
 CQ1446.The dynamic height is computed by dividing the NAVD 88
 CQ1446.geopotential number by the normal gravity value computed on the
 CQ1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1446.degrees latitude (g = 980.6199 gals.).
 CQ1446
 CQ1446.The modeled gravity was interpolated from observed gravity values.
 CQ1446
 CQ1446;                    North         East    Units  Estimated Accuracy
 CQ1446;SPC LA N     -   168,780.      912,230.      MT  (+/- 180 meters Scaled)
 CQ1446
 CQ1446                          SUPERSEDED SURVEY CONTROL
 CQ1446
 CQ1446  NAVD 88 (06/15/91)   39.772  (m)          130.49   (f) UNKNOWN     1 1
 CQ1446  NGVD 29 (??/??/??)   39.833  (m)          130.69   (f) ADJUSTED    1 1
 CQ1446
 CQ1446.Superseded values are not recommended for survey control.
 CQ1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1446.See file dsdata.txt to determine how the superseded data were derived.
 CQ1446
 CQ1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR594426(NAD 83)
 CQ1446_MARKER: DB = BENCH MARK DISK
 CQ1446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1446_SP_SET: FOUNDATION
 CQ1446_STAMPING: S 261 1969
 CQ1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1446
 CQ1446  HISTORY     - Date     Condition        Report By
 CQ1446  HISTORY     - 1969     MONUMENTED       CGS
 CQ1446  HISTORY     - 1977     GOOD             NGS
 CQ1446  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ1446
 CQ1446                          STATION DESCRIPTION
 CQ1446
 CQ1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1446'7.15 MI W FROM COUSHATTA.
 CQ1446'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1446'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 2.75 MILES NORTHWEST
 CQ1446'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 1.9 MILES SOUTHWEST
 CQ1446'ALONG STATE HIGHWAY 177, IN SECTION 19, T 12 N, R 10 W, AT THE STUART
 CQ1446'AIRPORT, 145 FEET SOUTH OF THE SOUTH CORNER OF A METAL HANGAR, 125
 CQ1446'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 CQ1446'THE SOUTH CORNER OF A 4- X 11-FOOT CONCRETE FOUNDATION FOR A TANK, 48
 CQ1446'FEET WEST OF THE WEST CORNER OF A METAL BUILDING, 28 1/2 FEET
 CQ1446'NORTHWEST OF A TANK, AND ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CQ1446
 CQ1446                          STATION RECOVERY (1977)
 CQ1446
 CQ1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1446'RECOVERED IN GOOD CONDITION.
 CQ1446
 CQ1446                          STATION RECOVERY (1997)
 CQ1446
 CQ1446'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1116 ***********************************************************************
 BX1116  DESIGNATION -  S 262
 BX1116  PID         -  BX1116
 BX1116  STATE/COUNTY-  LA/RAPIDES
 BX1116  USGS QUAD   -  RAPIDES (1992)
 BX1116
 BX1116                         *CURRENT SURVEY CONTROL
 BX1116  ___________________________________________________________________
 BX1116* NAD 83(1986)-  31 20 30.     (N)    092 30 55.     (W)     SCALED    
 BX1116* NAVD 88     -        24.419  (meters)      80.11   (feet)  ADJUSTED  
 BX1116  ___________________________________________________________________
 BX1116  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BX1116  DYNAMIC HT  -          24.389 (meters)      80.02  (feet)  COMP
 BX1116  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 BX1116
 BX1116  VERT ORDER  -  FIRST     CLASS I
 BX1116
 BX1116.The horizontal coordinates were scaled from a topographic map and have
 BX1116.an estimated accuracy of +/- 6 seconds.
 BX1116
 BX1116.The orthometric height was determined by differential leveling
 BX1116.and adjusted by the National Geodetic Survey in February 1994..
 BX1116
 BX1116.The geoid height was determined by GEOID03.
 BX1116
 BX1116.The dynamic height is computed by dividing the NAVD 88
 BX1116.geopotential number by the normal gravity value computed on the
 BX1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1116.degrees latitude (g = 980.6199 gals.).
 BX1116
 BX1116.The modeled gravity was interpolated from observed gravity values.
 BX1116
 BX1116;                    North         East    Units  Estimated Accuracy
 BX1116;SPC LA N     -    93,320.      998,550.      MT  (+/- 180 meters Scaled)
 BX1116
 BX1116                          SUPERSEDED SURVEY CONTROL
 BX1116
 BX1116  NAVD 88 (06/15/91)   24.419  (m)           80.11   (f) UNKNOWN     1 1
 BX1116  NGVD 29 (??/??/??)   24.412  (m)           80.09   (f) ADJUSTED    1 1
 BX1116
 BX1116.Superseded values are not recommended for survey control.
 BX1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1116.See file dsdata.txt to determine how the superseded data were derived.
 BX1116
 BX1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ461675(NAD 83)
 BX1116_MARKER: DB = BENCH MARK DISK
 BX1116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1116_STAMPING: S 262 1969
 BX1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1116
 BX1116  HISTORY     - Date     Condition        Report By
 BX1116  HISTORY     - 1969     MONUMENTED       CGS
 BX1116  HISTORY     - 1970     GOOD             NGS
 BX1116  HISTORY     - 1977     GOOD             NGS
 BX1116  HISTORY     - 19990424 GOOD             USPSQD
 BX1116
 BX1116                          STATION DESCRIPTION
 BX1116
 BX1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1116'5.2 MI NW FROM ALEXANDRIA.
 BX1116'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX1116'ALEXANDRIA, THENCE 4.75 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX1116'RAILWAY, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 58 FEET NORTHEAST OF
 BX1116'THE CENTER LINE OF STATE HIGHWAY 1, 113 FEET WEST OF THE CENTER OF A
 BX1116'CROSSING OF THE RAILROAD AND ROAD, 3 1/2 FEET WEST OF MILEPOST 199,
 BX1116'1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF
 BX1116'THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BX1116'DRIVEN TO A DEPTH OF 87 1/2 FEET AND IS ENCASED IN A 6 INCH IRON PIPE
 BX1116'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 BX1116
 BX1116                          STATION RECOVERY (1977)
 BX1116
 BX1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX1116'RECOVERED IN GOOD CONDITION.
 BX1116
 BX1116                          STATION RECOVERY (1999)
 BX1116
 BX1116'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1348 ***********************************************************************
 BX1348  DESIGNATION -  S 263
 BX1348  PID         -  BX1348
 BX1348  STATE/COUNTY-  LA/GRANT
 BX1348  USGS QUAD   -  VERDA (1983)
 BX1348
 BX1348                         *CURRENT SURVEY CONTROL
 BX1348  ___________________________________________________________________
 BX1348* NAD 83(1986)-  31 38 58.     (N)    092 51 39.     (W)     SCALED    
 BX1348* NAVD 88     -        46.70   (+/-2cm)     153.2    (feet)  VERTCON   
 BX1348  ___________________________________________________________________
 BX1348  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1348
 BX1348  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1348
 BX1348.The horizontal coordinates were scaled from a topographic map and have
 BX1348.an estimated accuracy of +/- 6 seconds.
 BX1348
 BX1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1348.The vertical order pertains to the NGVD 29 superseded value.
 BX1348
 BX1348.The geoid height was determined by GEOID03.
 BX1348
 BX1348;                    North         East    Units  Estimated Accuracy
 BX1348;SPC LA N     -   127,500.      965,780.      MT  (+/- 180 meters Scaled)
 BX1348
 BX1348                          SUPERSEDED SURVEY CONTROL
 BX1348
 BX1348  NGVD 29 (??/??/??)   46.715  (m)          153.26   (f) ADJUSTED    1 1
 BX1348
 BX1348.Superseded values are not recommended for survey control.
 BX1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1348.See file dsdata.txt to determine how the superseded data were derived.
 BX1348
 BX1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR131015(NAD 83)
 BX1348_MARKER: DB = BENCH MARK DISK
 BX1348_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1348_SP_SET: 64 FT.
 BX1348_STAMPING: S 263 1969
 BX1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1348
 BX1348  HISTORY     - Date     Condition        Report By
 BX1348  HISTORY     - 1969     MONUMENTED       CGS
 BX1348  HISTORY     - 1987     GOOD             USPSQD
 BX1348  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1348
 BX1348                          STATION DESCRIPTION
 BX1348
 BX1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1348'2.1 MI SE FROM MONTGOMERY.
 BX1348'ABOUT 2.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 21 FROM THE INTERSECTION
 BX1348'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 27,
 BX1348'T 8 N, R 5 W, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39
 BX1348'1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN
 BX1348'RAILWAY, 4 1/2 FEET NORTHWEST OF A TELEPHONE POLE THAT IS BRACED BY A
 BX1348'GUY WIRE, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BX1348'THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BX1348'DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED IN A 6-INCH IRON PIPE
 BX1348'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1348
 BX1348                          STATION RECOVERY (1987)
 BX1348
 BX1348'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1348'RECOVERED IN GOOD CONDITION.
 BX1348
 BX1348                          STATION RECOVERY (2001)
 BX1348
 BX1348'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1847 ***********************************************************************
 BX1847  DESIGNATION -  S 264
 BX1847  PID         -  BX1847
 BX1847  STATE/COUNTY-  LA/NATCHITOCHES
 BX1847  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1847
 BX1847                         *CURRENT SURVEY CONTROL
 BX1847  ___________________________________________________________________
 BX1847* NAD 83(1986)-  31 49 51.     (N)    093 02 31.     (W)     SCALED    
 BX1847* NAVD 88     -        34.63   (+/-2cm)     113.6    (feet)  VERTCON   
 BX1847  ___________________________________________________________________
 BX1847  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1847
 BX1847  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1847
 BX1847.The horizontal coordinates were scaled from a topographic map and have
 BX1847.an estimated accuracy of +/- 6 seconds.
 BX1847
 BX1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1847.The vertical order pertains to the NGVD 29 superseded value.
 BX1847
 BX1847.The geoid height was determined by GEOID03.
 BX1847
 BX1847;                    North         East    Units  Estimated Accuracy
 BX1847;SPC LA N     -   147,680.      948,700.      MT  (+/- 180 meters Scaled)
 BX1847
 BX1847                          SUPERSEDED SURVEY CONTROL
 BX1847
 BX1847  NGVD 29 (??/??/??)   34.674  (m)          113.76   (f) ADJUSTED    1 1
 BX1847
 BX1847.Superseded values are not recommended for survey control.
 BX1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1847.See file dsdata.txt to determine how the superseded data were derived.
 BX1847
 BX1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR960216(NAD 83)
 BX1847_MARKER: DB = BENCH MARK DISK
 BX1847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1847_SP_SET: CULVERT
 BX1847_STAMPING: S264 1969
 BX1847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1847
 BX1847  HISTORY     - Date     Condition        Report By
 BX1847  HISTORY     - 1969     MONUMENTED       CGS
 BX1847  HISTORY     - 1970     GOOD             LADTD
 BX1847  HISTORY     - 1978     GOOD             LADTD
 BX1847  HISTORY     - 1986     GOOD             USPSQD
 BX1847
 BX1847                          STATION DESCRIPTION
 BX1847
 BX1847'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1847'1.30 MI N FROM CLARENCE.
 BX1847'ABOUT 1.30 MILES NORTH ALONG UNITED STATES HIGHWAY 71 FROM THE
 BX1847'CLARENCE POST OFFICE.  1.15 MILES NORTH OF B.M. T264 1969 IN THE TOP
 BX1847'OF THE WEST END OF A 2 - 4 X 6 FT. CONCRETE BOX CULVERT.  26 FEET WEST
 BX1847'OF THE CENTERLINE OF UNITED STATES HIGHWAY 71.  71 FEET EAST OF THE
 BX1847'EAST RAIL OF A RAILROAD TRACK AND CENTER OF THE SMALL TRESTLE.
 BX1847
 BX1847                          STATION RECOVERY (1978)
 BX1847
 BX1847'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BX1847'RECOVERED IN GOOD CONDITION.
 BX1847
 BX1847                          STATION RECOVERY (1986)
 BX1847
 BX1847'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1085 ***********************************************************************
 BK1085  DESIGNATION -  S 265
 BK1085  PID         -  BK1085
 BK1085  STATE/COUNTY-  LA/ALLEN
 BK1085  USGS QUAD   -  GUY (1993)
 BK1085
 BK1085                         *CURRENT SURVEY CONTROL
 BK1085  ___________________________________________________________________
 BK1085* NAD 83(1986)-  30 41 14.     (N)    092 43 45.     (W)     SCALED    
 BK1085* NAVD 88     -        25.825  (meters)      84.73   (feet)  ADJUSTED  
 BK1085  ___________________________________________________________________
 BK1085  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK1085  DYNAMIC HT  -          25.791 (meters)      84.62  (feet)  COMP
 BK1085  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 BK1085
 BK1085  VERT ORDER  -  FIRST     CLASS I
 BK1085
 BK1085.The horizontal coordinates were scaled from a topographic map and have
 BK1085.an estimated accuracy of +/- 6 seconds.
 BK1085
 BK1085.The orthometric height was determined by differential leveling
 BK1085.and adjusted by the National Geodetic Survey in February 1994..
 BK1085
 BK1085.The geoid height was determined by GEOID03.
 BK1085
 BK1085.The dynamic height is computed by dividing the NAVD 88
 BK1085.geopotential number by the normal gravity value computed on the
 BK1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1085.degrees latitude (g = 980.6199 gals.).
 BK1085
 BK1085.The modeled gravity was interpolated from observed gravity values.
 BK1085
 BK1085;                    North         East    Units  Estimated Accuracy
 BK1085;SPC LA S     -   243,260.      866,260.      MT  (+/- 180 meters Scaled)
 BK1085
 BK1085                          SUPERSEDED SURVEY CONTROL
 BK1085
 BK1085  NAVD 88 (06/15/91)   25.814  (m)           84.69   (f) UNKNOWN     1 1
 BK1085  NGVD 29 (??/??/??)   25.797  (m)           84.64   (f) ADJUSTED    1 1
 BK1085
 BK1085.Superseded values are not recommended for survey control.
 BK1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1085.See file dsdata.txt to determine how the superseded data were derived.
 BK1085
 BK1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP259949(NAD 83)
 BK1085_MARKER: DB = BENCH MARK DISK
 BK1085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1085_SP_SET: 92 FEET
 BK1085_STAMPING: S 265 1969
 BK1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1085
 BK1085  HISTORY     - Date     Condition        Report By
 BK1085  HISTORY     - 1969     MONUMENTED       CGS
 BK1085  HISTORY     - 1970     GOOD             NGS
 BK1085
 BK1085                          STATION DESCRIPTION
 BK1085
 BK1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1085'5.0 MI NE FROM OBERLIN.
 BK1085'ABOUT 5.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1085'STATION AT OBERLIN, 256 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST
 BK1085'RAIL, 98 FEET WEST-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 165,
 BK1085'299 FEET NORTH OF THE NORTHEAST END OF A CONCRETE HEADWALL    WALL OF
 BK1085'A 7-CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY, 149 1/2 FEET SOUTHWEST
 BK1085'OF A POWER POLE, 10 FEET EAST-SOUTHEAST OF A CONCRETE HIGHWAY
 BK1085'RIGHT-OF-WAY MARKER, 9 FEET EAST-SOUTHEAST OF A CORNER FENCE POST, 1.0
 BK1085'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 BK1085'OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BK1085'DRIVEN TO A DEPTH OF 92 FEET AND IS ENCASED IN A 4-INCH IRON PIPE
 BK1085'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2197 ***********************************************************************
 BX2197  DESIGNATION -  S 27
 BX2197  PID         -  BX2197
 BX2197  STATE/COUNTY-  LA/DE SOTO
 BX2197  USGS QUAD   -  CONVERSE (1994)
 BX2197
 BX2197                         *CURRENT SURVEY CONTROL
 BX2197  ___________________________________________________________________
 BX2197* NAD 83(1986)-  31 51 06.     (N)    093 41 17.     (W)     SCALED    
 BX2197* NAVD 88     -        70.067  (meters)     229.88   (feet)  ADJUSTED  
 BX2197  ___________________________________________________________________
 BX2197  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX2197  DYNAMIC HT  -          69.984 (meters)     229.61  (feet)  COMP
 BX2197  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 BX2197
 BX2197  VERT ORDER  -  SECOND    CLASS 0
 BX2197
 BX2197.The horizontal coordinates were scaled from a topographic map and have
 BX2197.an estimated accuracy of +/- 6 seconds.
 BX2197
 BX2197.The orthometric height was determined by differential leveling
 BX2197.and adjusted by the National Geodetic Survey in February 1994..
 BX2197
 BX2197.The geoid height was determined by GEOID03.
 BX2197
 BX2197.The dynamic height is computed by dividing the NAVD 88
 BX2197.geopotential number by the normal gravity value computed on the
 BX2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2197.degrees latitude (g = 980.6199 gals.).
 BX2197
 BX2197.The modeled gravity was interpolated from observed gravity values.
 BX2197
 BX2197;                    North         East    Units  Estimated Accuracy
 BX2197;SPC LA N     -   150,480.      887,570.      MT  (+/- 180 meters Scaled)
 BX2197
 BX2197                          SUPERSEDED SURVEY CONTROL
 BX2197
 BX2197  NGVD 29 (??/??/??)   70.143  (m)          230.13   (f) ADJUSTED    2 0
 BX2197
 BX2197.Superseded values are not recommended for survey control.
 BX2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2197.See file dsdata.txt to determine how the superseded data were derived.
 BX2197
 BX2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR349242(NAD 83)
 BX2197_MARKER: DB = BENCH MARK DISK
 BX2197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX2197_SP_SET: HEADWALL
 BX2197_STAMPING: S 27 1935
 BX2197_MARK LOGO: CGS   
 BX2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2197+STABILITY: SURFACE MOTION
 BX2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2197+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1987
 BX2197
 BX2197  HISTORY     - Date     Condition        Report By
 BX2197  HISTORY     - 1935     MONUMENTED       CGS
 BX2197  HISTORY     - 1944     GOOD             CGS
 BX2197  HISTORY     - 19870929 GOOD             LADTD
 BX2197  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX2197
 BX2197                          STATION DESCRIPTION
 BX2197
 BX2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BX2197'4.9 MI N FROM CONVERSE.
 BX2197'IN DE SOTO PARISH, 4.9 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BX2197'RAILWAY FROM CONVERSE, SABINE PARISH, 4 POLES SOUTH OF MILEPOST 605,
 BX2197'IN THE TOP OF THE EAST HEAD WALL OF A CONCRETE CULVERT, AND 9 FEET
 BX2197'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED S 27
 BX2197'1935.
 BX2197
 BX2197                          STATION RECOVERY (1987)
 BX2197
 BX2197'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BX2197'THE STATION IS LOCATED ABOUT 22.0 KM (13.7 MI) SOUTH OF MANSFIELD.
 BX2197'OWNERSHIP--KANSAS CITY SOUTHERN RAILWAY.
 BX2197'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX2197'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 22.0 KM (13.7 MI) ON
 BX2197'HIGHWAY 171 TO THE STATION ON THE LEFT SET IN A HEADWALL FOR A
 BX2197'CULVERT UNDER THE RAILROAD.
 BX2197'THE STATION IS 28.4 M (93.2 FT) EAST FROM THE CENTER OF THE HIGHWAY, 1
 BX2197'M (3.3 FT) WEST FROM A NET WIRE FENCE AND 2.0 M (6.6 FT) EAST FROM
 BX2197'THE EAST RAIL OF THE RAILROAD.  THE STATION IS 1.5 M (4.9 FT) BELOW
 BX2197'THE RAILROAD.
 BX2197
 BX2197                          STATION RECOVERY (1997)
 BX2197
 BX2197'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2380 ***********************************************************************
 BX2380  DESIGNATION -  S 270
 BX2380  PID         -  BX2380
 BX2380  STATE/COUNTY-  LA/DE SOTO
 BX2380  USGS QUAD   -  LOGANSPORT EAST (1984)
 BX2380
 BX2380                         *CURRENT SURVEY CONTROL
 BX2380  ___________________________________________________________________
 BX2380* NAD 83(1986)-  31 59 17.     (N)    093 59 47.     (W)     SCALED    
 BX2380* NAVD 88     -        72.410  (meters)     237.57   (feet)  ADJUSTED  
 BX2380  ___________________________________________________________________
 BX2380  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX2380  DYNAMIC HT  -          72.326 (meters)     237.29  (feet)  COMP
 BX2380  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 BX2380
 BX2380  VERT ORDER  -  FIRST     CLASS II
 BX2380
 BX2380.The horizontal coordinates were scaled from a topographic map and have
 BX2380.an estimated accuracy of +/- 6 seconds.
 BX2380
 BX2380.The orthometric height was determined by differential leveling
 BX2380.and adjusted by the National Geodetic Survey in June 1991..
 BX2380
 BX2380.The geoid height was determined by GEOID03.
 BX2380
 BX2380.The dynamic height is computed by dividing the NAVD 88
 BX2380.geopotential number by the normal gravity value computed on the
 BX2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2380.degrees latitude (g = 980.6199 gals.).
 BX2380
 BX2380.The modeled gravity was interpolated from observed gravity values.
 BX2380
 BX2380;                    North         East    Units  Estimated Accuracy
 BX2380;SPC LA N     -   165,960.      858,600.      MT  (+/- 180 meters Scaled)
 BX2380
 BX2380                          SUPERSEDED SURVEY CONTROL
 BX2380
 BX2380  NGVD 29 (??/??/??)   72.468  (m)          237.76   (f) ADJUSTED    1 2
 BX2380
 BX2380.Superseded values are not recommended for survey control.
 BX2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2380.See file dsdata.txt to determine how the superseded data were derived.
 BX2380
 BX2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR058395(NAD 83)
 BX2380_MARKER: DB = BENCH MARK DISK
 BX2380_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2380_SP_SET: STAINLESS STEEL ROD
 BX2380_STAMPING: S 270 1979
 BX2380_PROJECTION: FLUSH
 BX2380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2380+STABILITY: POSITION/ELEVATION WELL
 BX2380_ROD/PIPE-DEPTH: 6.10 meters
 BX2380
 BX2380  HISTORY     - Date     Condition        Report By
 BX2380  HISTORY     - 1979     MONUMENTED       NGS
 BX2380  HISTORY     - 19970208 GOOD             USPSQD
 BX2380
 BX2380                          STATION DESCRIPTION
 BX2380
 BX2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2380'0.95 MI NE FROM LOGANSPORT.
 BX2380'0.95 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF U.S.
 BX2380'HIGHWAY 84 IN LOGANSPORT, AT THE NORTHEAST CORNER OF AND IN LINE WITH
 BX2380'THE NORTH FACE OF THE LOGANSPORT HIGH SCHOOL, 41.0 FT. NORTHWEST
 BX2380'OF THE CENTERLINE OF THE HIGHWAY, 32.5 FT. SOUTHWEST OF THE
 BX2380'SOUTHWEST GATEPOST OF A CHAIN LINK FENCE, 22.5 FT. SOUTHEAST OF THE
 BX2380'NORTHEAST CORNER OF THE SCHOOL, 11.5 FT. NORTHEAST OF POWERLINE
 BX2380'POLE NUMBER 61391 WITH TRANSFORMER, 1.0 FT. SOUTHEAST OF THE FENCE.
 BX2380'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BX2380'PLASTIC SCREW PLUG.
 BX2380'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 BX2380'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BX2380
 BX2380                          STATION RECOVERY (1997)
 BX2380
 BX2380'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1782 ***********************************************************************
 BJ1782  DESIGNATION -  S 275
 BJ1782  PID         -  BJ1782
 BJ1782  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1782  USGS QUAD   -  KENTWOOD (1980)
 BJ1782
 BJ1782                         *CURRENT SURVEY CONTROL
 BJ1782  ___________________________________________________________________
 BJ1782* NAD 83(1986)-  30 55 52.     (N)    090 30 36.     (W)     SCALED    
 BJ1782* NAVD 88     -        60.686  (meters)     199.10   (feet)  ADJUSTED  
 BJ1782  ___________________________________________________________________
 BJ1782  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ1782  DYNAMIC HT  -          60.608 (meters)     198.84  (feet)  COMP
 BJ1782  MODELED GRAV-     979,356.8   (mgal)                       NAVD 88
 BJ1782
 BJ1782  VERT ORDER  -  FIRST     CLASS I
 BJ1782
 BJ1782.The horizontal coordinates were scaled from a topographic map and have
 BJ1782.an estimated accuracy of +/- 6 seconds.
 BJ1782
 BJ1782.The orthometric height was determined by differential leveling
 BJ1782.and adjusted by the National Geodetic Survey in February 1994..
 BJ1782
 BJ1782.The geoid height was determined by GEOID03.
 BJ1782
 BJ1782.The dynamic height is computed by dividing the NAVD 88
 BJ1782.geopotential number by the normal gravity value computed on the
 BJ1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1782.degrees latitude (g = 980.6199 gals.).
 BJ1782
 BJ1782.The modeled gravity was interpolated from observed gravity values.
 BJ1782
 BJ1782;                    North         East    Units  Estimated Accuracy
 BJ1782;SPC LA S     -   269,770.    1,078,690.      MT  (+/- 180 meters Scaled)
 BJ1782
 BJ1782                          SUPERSEDED SURVEY CONTROL
 BJ1782
 BJ1782  NAVD 88 (06/15/91)   60.730  (m)          199.25   (f) UNKNOWN     1 1
 BJ1782  NGVD 29 (??/??/??)   60.715  (m)          199.20   (f) ADJUSTED    1 1
 BJ1782
 BJ1782.Superseded values are not recommended for survey control.
 BJ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1782.See file dsdata.txt to determine how the superseded data were derived.
 BJ1782
 BJ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ379246(NAD 83)
 BJ1782_MARKER: DB = BENCH MARK DISK
 BJ1782_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BJ1782_SP_SET: BRIDGE WINGWALL
 BJ1782_STAMPING: S 275 1969
 BJ1782_MARK LOGO: CGS   
 BJ1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1782+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 BJ1782
 BJ1782  HISTORY     - Date     Condition        Report By
 BJ1782  HISTORY     - 1969     MONUMENTED       CGS
 BJ1782  HISTORY     - 19920630 GOOD             NGS
 BJ1782
 BJ1782                          STATION DESCRIPTION
 BJ1782
 BJ1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1782'0.55 MI S FROM KENTWOOD.
 BJ1782'ABOUT 0.55 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1782'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, 0.45 MILE SOUTHWEST OF
 BJ1782'MILEPOST 829, 0.15 MILE NORTHEAST OF A ROAD CROSSING THE TRACK, SET ON
 BJ1782'THE TOP OF THE WEST END OF THE WEST CONCRETE WING WALL FOR A BRIDGE
 BJ1782'WITH TWO 12-FOOT ARCH UNDER THE TRACK, 7.8 FEET NORTHWEST OF THE
 BJ1782'NORTHWEST RAIL OF THE NORTHWEST TRACK AND 3 FEET BELOW THE LEVEL OF
 BJ1782'THE TRACK.
 BJ1782
 BJ1782                          STATION RECOVERY (1992)
 BJ1782
 BJ1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1782'0.7 KM (0.45 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1782'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, IN TOP OF AND 0.3 M
 BJ1782'(1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST WINGWALL OF
 BJ1782'A RAILROAD BRIDGE SPANNING A CREEK, 2.4 M (7.9 FT) WEST OF THE NEAR
 BJ1782'RAIL, AND 1.4 M (4.6 FT) BELOW  THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1980 ***********************************************************************
 BX1980  DESIGNATION -  S 28
 BX1980  PID         -  BX1980
 BX1980  STATE/COUNTY-  LA/VERNON
 BX1980  USGS QUAD   -  DOWDEN CREEK (1994)
 BX1980
 BX1980                         *CURRENT SURVEY CONTROL
 BX1980  ___________________________________________________________________
 BX1980* NAD 83(1986)-  31 17 35.     (N)    093 22 04.     (W)     SCALED    
 BX1980* NAVD 88     -        87.14   (+/-2cm)     285.9    (feet)  VERTCON   
 BX1980  ___________________________________________________________________
 BX1980  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BX1980
 BX1980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1980
 BX1980.The horizontal coordinates were scaled from a topographic map and have
 BX1980.an estimated accuracy of +/- 6 seconds.
 BX1980
 BX1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1980.The vertical order pertains to the NGVD 29 superseded value.
 BX1980
 BX1980.The geoid height was determined by GEOID03.
 BX1980
 BX1980;                    North         East    Units  Estimated Accuracy
 BX1980;SPC LA N     -    88,260.      917,380.      MT  (+/- 180 meters Scaled)
 BX1980
 BX1980                          SUPERSEDED SURVEY CONTROL
 BX1980
 BX1980  NGVD 29 (??/??/??)   87.219  (m)          286.15   (f) ADJUSTED    2 0
 BX1980
 BX1980.Superseded values are not recommended for survey control.
 BX1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1980.See file dsdata.txt to determine how the superseded data were derived.
 BX1980
 BX1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ649621(NAD 83)
 BX1980_MARKER: DB = BENCH MARK DISK
 BX1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1980_STAMPING: S 28 1935
 BX1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1980+STABILITY: SURFACE MOTION
 BX1980
 BX1980  HISTORY     - Date     Condition        Report By
 BX1980  HISTORY     - 1935     MONUMENTED       CGS
 BX1980  HISTORY     - 1962     GOOD             CGS
 BX1980  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1980
 BX1980                          STATION DESCRIPTION
 BX1980
 BX1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1980'3.1 MI SE FROM HORNBECK.
 BX1980'3.1 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1980'STATION AT HORNBECK, VERNON PARISH, 150 YARDS SOUTH OF MILEPOST 655,
 BX1980'AT A ROAD CROSSING, 53 FEET EAST OF THE CENTERLINE OF THE TRACK, 23
 BX1980'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND AT THE JUNCTION OF THE
 BX1980'RIGHT-OF-WAY FENCE WITH AN EAST-AND-WEST FENCE.  A STANDARD DISK,
 BX1980'STAMPED S 28 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX1980
 BX1980                          STATION RECOVERY (2001)
 BX1980
 BX1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1980'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0132 ***********************************************************************
 AT0132  DESIGNATION -  S 280 USE RESET 1976
 AT0132  PID         -  AT0132
 AT0132  STATE/COUNTY-  LA/PLAQUEMINES
 AT0132  USGS QUAD   -  DIXON BAY (1971)
 AT0132
 AT0132                         *CURRENT SURVEY CONTROL
 AT0132  ___________________________________________________________________
 AT0132* NAD 83(1986)-  29 06 25.     (N)    089 16 02.     (W)     SCALED    
 AT0132* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 AT0132  ___________________________________________________________________
 AT0132  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AT0132
 AT0132  VERT ORDER  -  THIRD (See Below)
 AT0132
 AT0132.The horizontal coordinates were scaled from a topographic map and have
 AT0132.an estimated accuracy of +/- 6 seconds.
 AT0132
 AT0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0132.The vertical order pertains to the NGVD 29 superseded value.
 AT0132
 AT0132.The geoid height was determined by GEOID03.
 AT0132
 AT0132;                    North         East    Units  Estimated Accuracy
 AT0132;SPC LA S     -    69,090.    1,201,110.      MT  (+/- 180 meters Scaled)
 AT0132
 AT0132                          SUPERSEDED SURVEY CONTROL
 AT0132
 AT0132  NGVD 29 (??/??/??)    1.34   (m)            4.4    (f) RESET       3  
 AT0132
 AT0132.Superseded values are not recommended for survey control.
 AT0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0132.See file dsdata.txt to determine how the superseded data were derived.
 AT0132
 AT0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT793219(NAD 83)
 AT0132_MARKER: DB = BENCH MARK DISK
 AT0132_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0132_SP_SET: 87 FEET
 AT0132_STAMPING: S 280 RESET 1976
 AT0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0132
 AT0132  HISTORY     - Date     Condition        Report By
 AT0132  HISTORY     - 1976     MONUMENTED       USE
 AT0132  HISTORY     - 1976     GOOD             NGS
 AT0132
 AT0132                          STATION DESCRIPTION
 AT0132
 AT0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0132'5.1 MI SW FROM PILOTTOWN.
 AT0132'LOCATED 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0132'LOOKOUT TOWER AT PILOTTOWN, THENCE 2.6 MILE SOUTHWEST ALONG SOUTHWEST
 AT0132'PASS TO THE SURVEY TOWEER ON THE LEFT.  IT IS 225 FEET EAST OF THE
 AT0132'EAST BANK OF THE SOUTHWEST PASS UNDER THE CENTER OF TOWER NO. 6. IT IS
 AT0132'AN NCS DISK BRAZED ON A COPPER WELD ROD DRIVEN IN THE GROUND TO THE
 AT0132'DEPTH OF 87 FEET, ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING ABOUT 3
 AT0132'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0228 ***********************************************************************
 BJ0228  DESIGNATION -  S 282
 BJ0228  PID         -  BJ0228
 BJ0228  STATE/COUNTY-  LA/ST LANDRY
 BJ0228  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0228
 BJ0228                         *CURRENT SURVEY CONTROL
 BJ0228  ___________________________________________________________________
 BJ0228* NAD 83(1986)-  30 36 21.     (N)    091 45 23.     (W)     SCALED    
 BJ0228* NAVD 88     -         8.241  (meters)      27.04   (feet)  ADJUSTED  
 BJ0228  ___________________________________________________________________
 BJ0228  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ0228  DYNAMIC HT  -           8.231 (meters)      27.00  (feet)  COMP
 BJ0228  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 BJ0228
 BJ0228  VERT ORDER  -  FIRST     CLASS I
 BJ0228
 BJ0228.The horizontal coordinates were scaled from a topographic map and have
 BJ0228.an estimated accuracy of +/- 6 seconds.
 BJ0228
 BJ0228.The orthometric height was determined by differential leveling
 BJ0228.and adjusted by the National Geodetic Survey in February 1994..
 BJ0228
 BJ0228.The geoid height was determined by GEOID03.
 BJ0228
 BJ0228.The dynamic height is computed by dividing the NAVD 88
 BJ0228.geopotential number by the normal gravity value computed on the
 BJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0228.degrees latitude (g = 980.6199 gals.).
 BJ0228
 BJ0228.The modeled gravity was interpolated from observed gravity values.
 BJ0228
 BJ0228;                    North         East    Units  Estimated Accuracy
 BJ0228;SPC LA S     -   233,500.      959,430.      MT  (+/- 180 meters Scaled)
 BJ0228
 BJ0228                          SUPERSEDED SURVEY CONTROL
 BJ0228
 BJ0228  NAVD 88 (06/15/91)    8.286  (m)           27.18   (f) UNKNOWN     1 1
 BJ0228  NGVD 29 (??/??/??)    8.254  (m)           27.08   (f) ADJUSTED    1 1
 BJ0228
 BJ0228.Superseded values are not recommended for survey control.
 BJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0228.See file dsdata.txt to determine how the superseded data were derived.
 BJ0228
 BJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP192865(NAD 83)
 BJ0228_MARKER: DB = BENCH MARK DISK
 BJ0228_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0228+WITH SETTING: INTO GROUND
 BJ0228_SP_SET: METAL ROD WITH BASE PLATE
 BJ0228_STAMPING: S 282 1976
 BJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0228+STABILITY: SURFACE MOTION
 BJ0228
 BJ0228  HISTORY     - Date     Condition        Report By
 BJ0228  HISTORY     - 1976     MONUMENTED       NGS
 BJ0228
 BJ0228                          STATION DESCRIPTION
 BJ0228
 BJ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0228'5.1 MI NORTH FROM KROTZ SPRINGS.
 BJ0228'5.1 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE, 44 FT
 BJ0228'WEST OF THE CENTER LINE OF THE HIGHWAY, 101.1 FT SOUTH OF
 BJ0228'THE SOUTHWEST CORNER OF THE WEST HEAD WALL OF A 24-INCH
 BJ0228'CONCRETE PIPE CULVERT, 3 FT. SOUTH OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0584 ***********************************************************************
 BJ0584  DESIGNATION -  S 283
 BJ0584  PID         -  BJ0584
 BJ0584  STATE/COUNTY-  LA/IBERVILLE
 BJ0584  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0584
 BJ0584                         *CURRENT SURVEY CONTROL
 BJ0584  ___________________________________________________________________
 BJ0584* NAD 83(1986)-  30 16 21.     (N)    091 11 55.     (W)     SCALED    
 BJ0584* NAVD 88     -         7.073  (meters)      23.21   (feet)  ADJUSTED  
 BJ0584  ___________________________________________________________________
 BJ0584  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0584  DYNAMIC HT  -           7.064 (meters)      23.18  (feet)  COMP
 BJ0584  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 BJ0584
 BJ0584  VERT ORDER  -  FIRST     CLASS I
 BJ0584
 BJ0584.The horizontal coordinates were scaled from a topographic map and have
 BJ0584.an estimated accuracy of +/- 6 seconds.
 BJ0584
 BJ0584.The orthometric height was determined by differential leveling
 BJ0584.and adjusted by the National Geodetic Survey in February 1994..
 BJ0584
 BJ0584.The geoid height was determined by GEOID03.
 BJ0584
 BJ0584.The dynamic height is computed by dividing the NAVD 88
 BJ0584.geopotential number by the normal gravity value computed on the
 BJ0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0584.degrees latitude (g = 980.6199 gals.).
 BJ0584
 BJ0584.The modeled gravity was interpolated from observed gravity values.
 BJ0584
 BJ0584;                    North         East    Units  Estimated Accuracy
 BJ0584;SPC LA S     -   196,480.    1,012,960.      MT  (+/- 180 meters Scaled)
 BJ0584
 BJ0584                          SUPERSEDED SURVEY CONTROL
 BJ0584
 BJ0584  NGVD 29 (??/??/??)    7.085  (m)           23.24   (f) ADJUSTED    1 1
 BJ0584
 BJ0584.Superseded values are not recommended for survey control.
 BJ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0584.See file dsdata.txt to determine how the superseded data were derived.
 BJ0584
 BJ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP732503(NAD 83)
 BJ0584_MARKER: DB = BENCH MARK DISK
 BJ0584_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0584+WITH SETTING: INTO GROUND
 BJ0584_SP_SET: METAL ROD WITH BASE PLATE
 BJ0584_STAMPING: S 283 1976
 BJ0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0584+STABILITY: SURFACE MOTION
 BJ0584
 BJ0584  HISTORY     - Date     Condition        Report By
 BJ0584  HISTORY     - 1976     MONUMENTED       NGS
 BJ0584
 BJ0584                          STATION DESCRIPTION
 BJ0584
 BJ0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0584'1.8 MI EAST FROM PLAQUEMINE.
 BJ0584'1.8 MILES EAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0584'HIGHWAY 75, AT THE T JUNCTION OF AN ASPHALT ROAD LEADING SOUTH,
 BJ0584'45.5 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 112 FT. WEST OF THE
 BJ0584'CENTER LINE OF THE ROAD, 70.5 FT. NORTHEAST OF THE NORTHEAST STEEL
 BJ0584'LEG OF A SAND AND GRAVEL LOADING HOPPER, 2 FT. EAST OF A POWER LINE
 BJ0584'POLE. THE DISK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0472 ***********************************************************************
 BJ0472  DESIGNATION -  S 284
 BJ0472  PID         -  BJ0472
 BJ0472  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0472  USGS QUAD   -  ZACHARY (1980)
 BJ0472
 BJ0472                         *CURRENT SURVEY CONTROL
 BJ0472  ___________________________________________________________________
 BJ0472* NAD 83(1986)-  30 42 00.     (N)    091 08 47.     (W)     SCALED    
 BJ0472* NAVD 88     -        37.665  (meters)     123.57   (feet)  ADJUSTED  
 BJ0472  ___________________________________________________________________
 BJ0472  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0472  DYNAMIC HT  -          37.616 (meters)     123.41  (feet)  COMP
 BJ0472  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BJ0472
 BJ0472  VERT ORDER  -  FIRST     CLASS I
 BJ0472
 BJ0472.The horizontal coordinates were scaled from a topographic map and have
 BJ0472.an estimated accuracy of +/- 6 seconds.
 BJ0472
 BJ0472.The orthometric height was determined by differential leveling
 BJ0472.and adjusted by the National Geodetic Survey in February 1994..
 BJ0472
 BJ0472.The geoid height was determined by GEOID03.
 BJ0472
 BJ0472.The dynamic height is computed by dividing the NAVD 88
 BJ0472.geopotential number by the normal gravity value computed on the
 BJ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0472.degrees latitude (g = 980.6199 gals.).
 BJ0472
 BJ0472.The modeled gravity was interpolated from observed gravity values.
 BJ0472
 BJ0472;                    North         East    Units  Estimated Accuracy
 BJ0472;SPC LA S     -   243,880.    1,017,910.      MT  (+/- 180 meters Scaled)
 BJ0472
 BJ0472                          SUPERSEDED SURVEY CONTROL
 BJ0472
 BJ0472  NGVD 29 (??/??/??)   37.676  (m)          123.61   (f) ADJUSTED    1 1
 BJ0472
 BJ0472.Superseded values are not recommended for survey control.
 BJ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0472.See file dsdata.txt to determine how the superseded data were derived.
 BJ0472
 BJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP775978(NAD 83)
 BJ0472_MARKER: DB = BENCH MARK DISK
 BJ0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0472_SP_SET: COPPER-CLAD STEEL ROD
 BJ0472_STAMPING: S 284 1976
 BJ0472_MARK LOGO: NGS   
 BJ0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0472
 BJ0472  HISTORY     - Date     Condition        Report By
 BJ0472  HISTORY     - 1976     MONUMENTED       NGS
 BJ0472  HISTORY     - 1987     GOOD             LA-033
 BJ0472
 BJ0472                          STATION DESCRIPTION
 BJ0472
 BJ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0472'1.25 MI SOUTH FROM SLAUGHTER.
 BJ0472'1.25 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BJ0472'SLAUGHTER, AT JUNCTION OF SAFER DRIVE, 73.5 FT WEST OF THE CENTER
 BJ0472'LINE OF THE HIGHWAY, 34 FT NORTH OF THE CENTER LINE OF A DRIVE,
 BJ0472'29 FT EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD,
 BJ0472'27.5 FT SOUTHWEST OF POWER LINE POLE OS 107 51R-20, 7 FT NORTH OF
 BJ0472'A POWER LINE POLE.
 BJ0472
 BJ0472                          STATION RECOVERY (1987)
 BJ0472
 BJ0472'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0472'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ0472'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0153 ***********************************************************************
 BJ0153  DESIGNATION -  S 284 X
 BJ0153  PID         -  BJ0153
 BJ0153  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0153  USGS QUAD   -  SIMMESPORT (1969)
 BJ0153
 BJ0153                         *CURRENT SURVEY CONTROL
 BJ0153  ___________________________________________________________________
 BJ0153* NAD 83(1986)-  30 59 32.     (N)    091 45 59.     (W)     SCALED    
 BJ0153* NAVD 88     -        13.695  (meters)      44.93   (feet)  ADJUSTED  
 BJ0153  ___________________________________________________________________
 BJ0153  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0153  DYNAMIC HT  -          13.678 (meters)      44.88  (feet)  COMP
 BJ0153  MODELED GRAV-     979,389.2   (mgal)                       NAVD 88
 BJ0153
 BJ0153  VERT ORDER  -  FIRST     CLASS I
 BJ0153
 BJ0153.The horizontal coordinates were scaled from a topographic map and have
 BJ0153.an estimated accuracy of +/- 6 seconds.
 BJ0153
 BJ0153.The orthometric height was determined by differential leveling
 BJ0153.and adjusted by the National Geodetic Survey in February 1994..
 BJ0153
 BJ0153.The geoid height was determined by GEOID03.
 BJ0153
 BJ0153.The dynamic height is computed by dividing the NAVD 88
 BJ0153.geopotential number by the normal gravity value computed on the
 BJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0153.degrees latitude (g = 980.6199 gals.).
 BJ0153
 BJ0153.The modeled gravity was interpolated from observed gravity values.
 BJ0153
 BJ0153;                    North         East    Units  Estimated Accuracy
 BJ0153;SPC LA S     -   276,340.      958,640.      MT  (+/- 180 meters Scaled)
 BJ0153
 BJ0153                          SUPERSEDED SURVEY CONTROL
 BJ0153
 BJ0153  NAVD 88 (06/15/91)   13.721  (m)           45.02   (f) UNKNOWN     1 1
 BJ0153  NGVD 29 (??/??/??)   13.671  (m)           44.85   (f) ADJUSTED    1 1
 BJ0153
 BJ0153.Superseded values are not recommended for survey control.
 BJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0153.See file dsdata.txt to determine how the superseded data were derived.
 BJ0153
 BJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ177293(NAD 83)
 BJ0153_MARKER: DB = BENCH MARK DISK
 BJ0153_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0153+WITH SETTING: INTO GROUND
 BJ0153_SP_SET: METAL ROD WITH BASE PLATE
 BJ0153_STAMPING: S 284 X 1976
 BJ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0153+STABILITY: SURFACE MOTION
 BJ0153
 BJ0153  HISTORY     - Date     Condition        Report By
 BJ0153  HISTORY     - 1976     MONUMENTED       NGS
 BJ0153  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BJ0153
 BJ0153                          STATION DESCRIPTION
 BJ0153
 BJ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0153'2.2 MI NE FROM SIMMESPORT.
 BJ0153'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF STATE
 BJ0153'HIGHWAY 417 AT SIMMESPORT, 63.4 FT NORTH OF THE WEST END OF A 24 INCH
 BJ0153'METAL PIPE CULVERT, 32 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 27.5
 BJ0153'FT SOUTH OF THE CENTER LINE OF A METAL GATE, 0.8 FT NORTH OF A FENCE
 BJ0153'LINE
 BJ0153
 BJ0153                          STATION RECOVERY (2005)
 BJ0153
 BJ0153'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0153'GATE AND CULVERT NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0869 ***********************************************************************
 BJ0869  DESIGNATION -  S 286
 BJ0869  PID         -  BJ0869
 BJ0869  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0869  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0869
 BJ0869                         *CURRENT SURVEY CONTROL
 BJ0869  ___________________________________________________________________
 BJ0869* NAD 83(1986)-  30 27 46.     (N)    091 02 10.     (W)     SCALED    
 BJ0869* NAVD 88     -        12.942  (meters)      42.46   (feet)  ADJUSTED  
 BJ0869  ___________________________________________________________________
 BJ0869  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ0869  DYNAMIC HT  -          12.926 (meters)      42.41  (feet)  COMP
 BJ0869  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 BJ0869
 BJ0869  VERT ORDER  -  FIRST     CLASS I
 BJ0869
 BJ0869.The horizontal coordinates were scaled from a topographic map and have
 BJ0869.an estimated accuracy of +/- 6 seconds.
 BJ0869
 BJ0869.The orthometric height was determined by differential leveling
 BJ0869.and adjusted by the National Geodetic Survey in February 1994..
 BJ0869
 BJ0869.The geoid height was determined by GEOID03.
 BJ0869
 BJ0869.The dynamic height is computed by dividing the NAVD 88
 BJ0869.geopotential number by the normal gravity value computed on the
 BJ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0869.degrees latitude (g = 980.6199 gals.).
 BJ0869
 BJ0869.The modeled gravity was interpolated from observed gravity values.
 BJ0869
 BJ0869;                    North         East    Units  Estimated Accuracy
 BJ0869;SPC LA S     -   217,600.    1,028,540.      MT  (+/- 180 meters Scaled)
 BJ0869
 BJ0869                          SUPERSEDED SURVEY CONTROL
 BJ0869
 BJ0869  NAVD 88 (06/15/91)   12.990  (m)           42.62   (f) UNKNOWN     1 1
 BJ0869  NGVD 29 (??/??/??)   12.961  (m)           42.52   (f) ADJUSTED    1 1
 BJ0869
 BJ0869.Superseded values are not recommended for survey control.
 BJ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0869.See file dsdata.txt to determine how the superseded data were derived.
 BJ0869
 BJ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP885717(NAD 83)
 BJ0869_MARKER: DB = BENCH MARK DISK
 BJ0869_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0869_SP_SET: BRIDGE ABUTMENT
 BJ0869_STAMPING: S 286 1976
 BJ0869_MARK LOGO: NGS   
 BJ0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0869
 BJ0869  HISTORY     - Date     Condition        Report By
 BJ0869  HISTORY     - 1976     MONUMENTED       NGS
 BJ0869  HISTORY     - 1987     GOOD             LA-033
 BJ0869  HISTORY     - 19870818 GOOD             USPSQD
 BJ0869  HISTORY     - 19940528 GOOD             USPSQD
 BJ0869
 BJ0869                          STATION DESCRIPTION
 BJ0869
 BJ0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0869'5.6 MI SW FROM DENHAM SPRINGS.
 BJ0869'5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF RANGE
 BJ0869'AVENUE, 8.8 MILES WEST OF BATON ROUGE, 0.9 MILE SOUTH ALONG FLANNERY
 BJ0869'ROAD FROM BENCH MARK R 287, 0.05 MILE WEST OF THE JUNCTION OF
 BJ0869'FLANNERY ROAD LEADING NORTH, 69 FT NORTH OF THE CENTER LINE OF THE
 BJ0869'NORTH HIGHWAY LANES, 16.5 FT NORTH OF THE CENTER LINE OF THE NORTH
 BJ0869'FRONTAGE ROAD, IN THE TOP OF THE NORTH END OF THE CONCRETE ABUTMENT OF
 BJ0869'THE FRONTAGE ROAD BRIDGE OVER LIVELY BAYOU, 0.5 FT SOUTH OF THE
 BJ0869'NORTH END OF THE ABUTMENT.
 BJ0869
 BJ0869                          STATION RECOVERY (1987)
 BJ0869
 BJ0869'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0869'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ0869'THE MARK IS 1.68 METERS  SW FROM A WITNESS POST.
 BJ0869
 BJ0869                          STATION RECOVERY (1987)
 BJ0869
 BJ0869'RECOVERY NOTE BY US POWER SQUADRON 1987 (RDP)
 BJ0869'RECOVERED IN GOOD CONDITION.
 BJ0869
 BJ0869                          STATION RECOVERY (1994)
 BJ0869
 BJ0869'RECOVERY NOTE BY US POWER SQUADRON 1994
 BJ0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0586 ***********************************************************************
 BJ0586  DESIGNATION -  S 287
 BJ0586  PID         -  BJ0586
 BJ0586  STATE/COUNTY-  LA/IBERVILLE
 BJ0586  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0586
 BJ0586                         *CURRENT SURVEY CONTROL
 BJ0586  ___________________________________________________________________
 BJ0586* NAD 83(1986)-  30 16 23.     (N)    091 10 52.     (W)     SCALED    
 BJ0586* NAVD 88     -         7.489  (meters)      24.57   (feet)  ADJUSTED  
 BJ0586  ___________________________________________________________________
 BJ0586  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0586  DYNAMIC HT  -           7.479 (meters)      24.54  (feet)  COMP
 BJ0586  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 BJ0586
 BJ0586  VERT ORDER  -  FIRST     CLASS I
 BJ0586
 BJ0586.The horizontal coordinates were scaled from a topographic map and have
 BJ0586.an estimated accuracy of +/- 6 seconds.
 BJ0586
 BJ0586.The orthometric height was determined by differential leveling
 BJ0586.and adjusted by the National Geodetic Survey in February 1994..
 BJ0586
 BJ0586.The geoid height was determined by GEOID03.
 BJ0586
 BJ0586.The dynamic height is computed by dividing the NAVD 88
 BJ0586.geopotential number by the normal gravity value computed on the
 BJ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0586.degrees latitude (g = 980.6199 gals.).
 BJ0586
 BJ0586.The modeled gravity was interpolated from observed gravity values.
 BJ0586
 BJ0586;                    North         East    Units  Estimated Accuracy
 BJ0586;SPC LA S     -   196,540.    1,014,650.      MT  (+/- 180 meters Scaled)
 BJ0586
 BJ0586                          SUPERSEDED SURVEY CONTROL
 BJ0586
 BJ0586  NGVD 29 (??/??/??)    7.501  (m)           24.61   (f) ADJUSTED    1 1
 BJ0586
 BJ0586.Superseded values are not recommended for survey control.
 BJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0586.See file dsdata.txt to determine how the superseded data were derived.
 BJ0586
 BJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP749504(NAD 83)
 BJ0586_MARKER: DB = BENCH MARK DISK
 BJ0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0586_SP_SET: DRAIN STRUCTURE
 BJ0586_STAMPING: S 287 1976
 BJ0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0586
 BJ0586  HISTORY     - Date     Condition        Report By
 BJ0586  HISTORY     - 1976     MONUMENTED       NGS
 BJ0586
 BJ0586                          STATION DESCRIPTION
 BJ0586
 BJ0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0586'2.8 MI EAST FROM PLAQUEMINE.
 BJ0586'2.8 MILES EAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0586'HIGHWAY 75, AT THE CROSSING OF AN OVERHEAD PIPE LINE, 42 FT. SOUTH OF
 BJ0586'THE CENTER LINE OF THE HIGHWAY, 188 FT. EAST OF THE CENTER LINE OF
 BJ0586'5TH AVENUE, IN THE TOP OF THE NORTHEAST CORNER OF A 6-BY 6-FOOT
 BJ0586'CONCRETE DRAIN STRUCTURE WHICH PROJECTS 3 FT. ABOVE THE GROUND, 14
 BJ0586'FT. WEST OF THE WEST END OF THE SOUTH PIPE SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1443 ***********************************************************************
 BK1443  DESIGNATION -  S 29
 BK1443  PID         -  BK1443
 BK1443  STATE/COUNTY-  LA/CALCASIEU
 BK1443  USGS QUAD   -  DE QUINCY (1994)
 BK1443
 BK1443                         *CURRENT SURVEY CONTROL
 BK1443  ___________________________________________________________________
 BK1443* NAD 83(1986)-  30 27 00.     (N)    093 25 57.     (W)     SCALED    
 BK1443* NAVD 88     -        25.793  (meters)      84.62   (feet)  ADJUSTED  
 BK1443  ___________________________________________________________________
 BK1443  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK1443  DYNAMIC HT  -          25.760 (meters)      84.51  (feet)  COMP
 BK1443  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BK1443
 BK1443  VERT ORDER  -  FIRST     CLASS II
 BK1443
 BK1443.The horizontal coordinates were scaled from a topographic map and have
 BK1443.an estimated accuracy of +/- 6 seconds.
 BK1443
 BK1443.The orthometric height was determined by differential leveling
 BK1443.and adjusted by the National Geodetic Survey in February 1994..
 BK1443
 BK1443.The geoid height was determined by GEOID03.
 BK1443
 BK1443.The dynamic height is computed by dividing the NAVD 88
 BK1443.geopotential number by the normal gravity value computed on the
 BK1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1443.degrees latitude (g = 980.6199 gals.).
 BK1443
 BK1443.The modeled gravity was interpolated from observed gravity values.
 BK1443
 BK1443;                    North         East    Units  Estimated Accuracy
 BK1443;SPC LA S     -   218,000.      798,400.      MT  (+/- 180 meters Scaled)
 BK1443
 BK1443                          SUPERSEDED SURVEY CONTROL
 BK1443
 BK1443  NGVD 29 (??/??/??)   25.711  (m)           84.35   (f) ADJUSTED    1 2
 BK1443
 BK1443.Superseded values are not recommended for survey control.
 BK1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1443.See file dsdata.txt to determine how the superseded data were derived.
 BK1443
 BK1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP584687(NAD 83)
 BK1443_MARKER: DB = BENCH MARK DISK
 BK1443_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BK1443+WITH SETTING: PAVEMENT
 BK1443_SP_SET: PIER OF WATER TANK
 BK1443_STAMPING: S 29 1935
 BK1443_MARK LOGO: CGS   
 BK1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1443+STABILITY: SURFACE MOTION
 BK1443
 BK1443  HISTORY     - Date     Condition        Report By
 BK1443  HISTORY     - 1935     MONUMENTED       CGS
 BK1443  HISTORY     - 1938     GOOD             CGS
 BK1443  HISTORY     - 1986     GOOD             NGS
 BK1443  HISTORY     - 19961101 GOOD             USPSQD
 BK1443  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1443  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 BK1443
 BK1443                          STATION DESCRIPTION
 BK1443
 BK1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BK1443'IN DE QUINCY.
 BK1443'AT DE QUINCY, CALCASIEU PARISH, AT THE MUNICIPAL WATER TANK, IN THE
 BK1443'TOP OF THE SOUTHWEST CONCRETE PIER, AND 54 FEET EAST OF THE CENTERLINE
 BK1443'OF THE TRACK.  A STANDARD DISK, STAMPED S 29 1935.
 BK1443
 BK1443                          STATION RECOVERY (1986)
 BK1443
 BK1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1443'RECOVERED IN GOOD CONDITION.
 BK1443
 BK1443                          STATION RECOVERY (1996)
 BK1443
 BK1443'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1443'RECOVERED IN GOOD CONDITION.
 BK1443
 BK1443                          STATION RECOVERY (2002)
 BK1443
 BK1443'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1443'MARK NOT FOUND.
 BK1443
 BK1443                          STATION RECOVERY (2005)
 BK1443
 BK1443'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0560 ***********************************************************************
 BJ0560  DESIGNATION -  S 290
 BJ0560  PID         -  BJ0560
 BJ0560  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0560  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0560
 BJ0560                         *CURRENT SURVEY CONTROL
 BJ0560  ___________________________________________________________________
 BJ0560* NAD 83(1986)-  30 25 49.     (N)    091 12 22.     (W)     SCALED    
 BJ0560* NAVD 88     -        15.845  (meters)      51.98   (feet)  ADJUSTED  
 BJ0560  ___________________________________________________________________
 BJ0560  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0560  DYNAMIC HT  -          15.824 (meters)      51.92  (feet)  COMP
 BJ0560  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 BJ0560
 BJ0560  VERT ORDER  -  FIRST     CLASS I
 BJ0560
 BJ0560.The horizontal coordinates were scaled from a topographic map and have
 BJ0560.an estimated accuracy of +/- 6 seconds.
 BJ0560
 BJ0560.The orthometric height was determined by differential leveling
 BJ0560.and adjusted by the National Geodetic Survey in February 1994..
 BJ0560
 BJ0560.The geoid height was determined by GEOID03.
 BJ0560
 BJ0560.The dynamic height is computed by dividing the NAVD 88
 BJ0560.geopotential number by the normal gravity value computed on the
 BJ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0560.degrees latitude (g = 980.6199 gals.).
 BJ0560
 BJ0560.The modeled gravity was interpolated from observed gravity values.
 BJ0560
 BJ0560;                    North         East    Units  Estimated Accuracy
 BJ0560;SPC LA S     -   213,970.    1,012,220.      MT  (+/- 180 meters Scaled)
 BJ0560
 BJ0560                          SUPERSEDED SURVEY CONTROL
 BJ0560
 BJ0560  NGVD 29 (??/??/??)   15.837  (m)           51.96   (f) ADJUSTED    1 1
 BJ0560
 BJ0560.Superseded values are not recommended for survey control.
 BJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0560.See file dsdata.txt to determine how the superseded data were derived.
 BJ0560
 BJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP722678(NAD 83)
 BJ0560_MARKER: DB = BENCH MARK DISK
 BJ0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0560_SP_SET: LOCK WALL
 BJ0560_STAMPING: S 290 1976
 BJ0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0560+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 BJ0560
 BJ0560  HISTORY     - Date     Condition        Report By
 BJ0560  HISTORY     - 1976     MONUMENTED       NGS
 BJ0560  HISTORY     - 20040120 GOOD             LADTD
 BJ0560
 BJ0560                          STATION DESCRIPTION
 BJ0560
 BJ0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0560'1.3 MI SOUTH FROM PORT ALLEN.
 BJ0560'0.9 MILE SOUTH ALONG EARNEST WILSON DRIVE FROM THE JUNCTION OF
 BJ0560'COMMERCE AND OAKS AVENUES, THENCE 0.2 MILE NORTHWEST ALONG NORTH
 BJ0560'CANAL ROAD, THENCE 0.2 MILE SOUTHEAST ACROSS COUNTRY, AT THE PORT
 BJ0560'ALLEN LOCK FOR THE INTERCOASTAL WATERWAY, 17.5 FT. EAST OF THE CENTER
 BJ0560'OF THE SOUTH END OF THE NORTH ACCESS CONCRETE WALKWAY, IN THE TOP
 BJ0560'OF THE NORTHEAST CORNER OF THE NORTH LOCK WALL, 6.4 FT NORTHEAST OF
 BJ0560'THE NORTHEAST CORNER OF A LARGE STEEL WINCH COVER, 1.4 FT. SOUTHWEST
 BJ0560'OF THE NORTHEAST CORNER OF THE WALL.
 BJ0560
 BJ0560                          STATION RECOVERY (2004)
 BJ0560
 BJ0560'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BJ0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0314 ***********************************************************************
 BJ0314  DESIGNATION -  S 291
 BJ0314  PID         -  BJ0314
 BJ0314  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0314  USGS QUAD   -  LOTTIE (1994)
 BJ0314
 BJ0314                         *CURRENT SURVEY CONTROL
 BJ0314  ___________________________________________________________________
 BJ0314* NAD 83(1986)-  30 33 27.     (N)    091 39 50.     (W)     SCALED    
 BJ0314* NAVD 88     -         6.978  (meters)      22.89   (feet)  ADJUSTED  
 BJ0314  ___________________________________________________________________
 BJ0314  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0314  DYNAMIC HT  -           6.969 (meters)      22.86  (feet)  COMP
 BJ0314  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ0314
 BJ0314  VERT ORDER  -  FIRST     CLASS I
 BJ0314
 BJ0314.The horizontal coordinates were scaled from a topographic map and have
 BJ0314.an estimated accuracy of +/- 6 seconds.
 BJ0314
 BJ0314.The orthometric height was determined by differential leveling
 BJ0314.and adjusted by the National Geodetic Survey in February 1994..
 BJ0314
 BJ0314.The geoid height was determined by GEOID03.
 BJ0314
 BJ0314.The dynamic height is computed by dividing the NAVD 88
 BJ0314.geopotential number by the normal gravity value computed on the
 BJ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0314.degrees latitude (g = 980.6199 gals.).
 BJ0314
 BJ0314.The modeled gravity was interpolated from observed gravity values.
 BJ0314
 BJ0314;                    North         East    Units  Estimated Accuracy
 BJ0314;SPC LA S     -   228,110.      968,290.      MT  (+/- 180 meters Scaled)
 BJ0314
 BJ0314                          SUPERSEDED SURVEY CONTROL
 BJ0314
 BJ0314  NAVD 88 (06/15/91)    7.025  (m)           23.05   (f) UNKNOWN     1 1
 BJ0314  NGVD 29 (??/??/??)    6.989  (m)           22.93   (f) ADJUSTED    1 1
 BJ0314
 BJ0314.Superseded values are not recommended for survey control.
 BJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0314.See file dsdata.txt to determine how the superseded data were derived.
 BJ0314
 BJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP281813(NAD 83)
 BJ0314_MARKER: DB = BENCH MARK DISK
 BJ0314_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0314_SP_SET: COPPER-CLAD STEEL ROD
 BJ0314_STAMPING: S 291 1976
 BJ0314_MARK LOGO: NGS   
 BJ0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0314
 BJ0314  HISTORY     - Date     Condition        Report By
 BJ0314  HISTORY     - 1976     MONUMENTED       NGS
 BJ0314  HISTORY     - 1986     GOOD             NGS
 BJ0314
 BJ0314                          STATION DESCRIPTION
 BJ0314
 BJ0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0314'1.4 MI EAST FROM LOTTIE.
 BJ0314'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0314'HIGHWAY 81, THENCE 0.4 MILE WEST ALONG A PAVED ROAD, 0.35 MILES WEST
 BJ0314'OF A STEEL GATE ACROSS THE ROAD, AT THE JUNCTION OF A TRACK ROAD
 BJ0314'LEADING NORTH, 20.5 FT NORTH OF THE CENTER LINE OF THE ROAD, 16.5
 BJ0314'FT EAST OF THE CENTER LINE OF THE TRACK ROAD, 55 FT SOUTH OF THE
 BJ0314'EAST END OF A WOODEN GATE, 2.5 FT EAST OF POWER LINE POLE NUMBER
 BJ0314'704-134. THE DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND, ACCESS
 BJ0314'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0314
 BJ0314                          STATION RECOVERY (1986)
 BJ0314
 BJ0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0310 ***********************************************************************
 BJ0310  DESIGNATION -  S 292
 BJ0310  PID         -  BJ0310
 BJ0310  STATE/COUNTY-  LA/IBERVILLE
 BJ0310  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0310
 BJ0310                         *CURRENT SURVEY CONTROL
 BJ0310  ___________________________________________________________________
 BJ0310* NAD 83(1986)-  30 09 29.     (N)    091 20 10.     (W)     SCALED    
 BJ0310* NAVD 88     -         2.192  (meters)       7.19   (feet)  ADJUSTED  
 BJ0310  ___________________________________________________________________
 BJ0310  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0310  DYNAMIC HT  -           2.189 (meters)       7.18  (feet)  COMP
 BJ0310  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BJ0310
 BJ0310  VERT ORDER  -  FIRST     CLASS I
 BJ0310
 BJ0310.The horizontal coordinates were scaled from a topographic map and have
 BJ0310.an estimated accuracy of +/- 6 seconds.
 BJ0310
 BJ0310.The orthometric height was determined by differential leveling
 BJ0310.and adjusted by the National Geodetic Survey in February 1994..
 BJ0310
 BJ0310.The geoid height was determined by GEOID03.
 BJ0310
 BJ0310.The dynamic height is computed by dividing the NAVD 88
 BJ0310.geopotential number by the normal gravity value computed on the
 BJ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0310.degrees latitude (g = 980.6199 gals.).
 BJ0310
 BJ0310.The modeled gravity was interpolated from observed gravity values.
 BJ0310
 BJ0310;                    North         East    Units  Estimated Accuracy
 BJ0310;SPC LA S     -   183,790.      999,730.      MT  (+/- 180 meters Scaled)
 BJ0310
 BJ0310                          SUPERSEDED SURVEY CONTROL
 BJ0310
 BJ0310  NGVD 29 (??/??/??)    2.224  (m)            7.30   (f) ADJUSTED    1 1
 BJ0310
 BJ0310.Superseded values are not recommended for survey control.
 BJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0310.See file dsdata.txt to determine how the superseded data were derived.
 BJ0310
 BJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP602374(NAD 83)
 BJ0310_MARKER: DB = BENCH MARK DISK
 BJ0310_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0310_SP_SET: COPPER-CLAD STEEL ROD
 BJ0310_STAMPING: S 292 1976
 BJ0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0310
 BJ0310  HISTORY     - Date     Condition        Report By
 BJ0310  HISTORY     - 1976     MONUMENTED       NGS
 BJ0310
 BJ0310                          STATION DESCRIPTION
 BJ0310
 BJ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0310'IN BAYOU SORREL.
 BJ0310'AT BAYOU SORREL, 0.35 MILE NORTHWEST ALONG AN ASPHALT ROAD ALONG THE
 BJ0310'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0310'AT THE JUNCTION OF THE NORTHWEST ONE OF 2 DRIVEWAYS TO THE BAPTIST
 BJ0310'CHURCH, 49.5 FT NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FT
 BJ0310'NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 119.4 FT WEST-NORTHWEST
 BJ0310'OF THE WEST CORNER OF THE CHURCH, 45.0 FT NORTH OF THE CENTER OF A
 BJ0310'FIRE HYPRANT, 17.5 FT NORTHEAST OF A POWER LINE POLE SUPPORTING A
 BJ0310'TRANSFORMER, 16.5 FT NORTHEAST OF THE SOUTHWEST END OF A FENCE, 1.0
 BJ0310'FT SOUTHEAST OF A FENCE. THE DISK IS 0.6 FT BELOW THE SURFACE OF THE
 BJ0310'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0071 ***********************************************************************
 AU0071  DESIGNATION -  S 293
 AU0071  PID         -  AU0071
 AU0071  STATE/COUNTY-  LA/ST MARTIN
 AU0071  USGS QUAD   -  CENTERVILLE NE (1980)
 AU0071
 AU0071                         *CURRENT SURVEY CONTROL
 AU0071  ___________________________________________________________________
 AU0071* NAD 83(1986)-  29 57 20.     (N)    091 15 34.     (W)     SCALED    
 AU0071* NAVD 88     -         0.816  (meters)       2.68   (feet)  ADJUSTED  
 AU0071  ___________________________________________________________________
 AU0071  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AU0071  DYNAMIC HT  -           0.815 (meters)       2.67  (feet)  COMP
 AU0071  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AU0071
 AU0071  VERT ORDER  -  FIRST     CLASS I
 AU0071
 AU0071.The horizontal coordinates were scaled from a topographic map and have
 AU0071.an estimated accuracy of +/- 6 seconds.
 AU0071
 AU0071.The orthometric height was determined by differential leveling
 AU0071.and adjusted by the National Geodetic Survey in February 1994..
 AU0071
 AU0071.The geoid height was determined by GEOID03.
 AU0071
 AU0071.The dynamic height is computed by dividing the NAVD 88
 AU0071.geopotential number by the normal gravity value computed on the
 AU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0071.degrees latitude (g = 980.6199 gals.).
 AU0071
 AU0071.The modeled gravity was interpolated from observed gravity values.
 AU0071
 AU0071;                    North         East    Units  Estimated Accuracy
 AU0071;SPC LA S     -   161,340.    1,007,130.      MT  (+/- 180 meters Scaled)
 AU0071
 AU0071                          SUPERSEDED SURVEY CONTROL
 AU0071
 AU0071  NGVD 29 (??/??/??)    0.871  (m)            2.86   (f) ADJUSTED    1 1
 AU0071
 AU0071.Superseded values are not recommended for survey control.
 AU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0071.See file dsdata.txt to determine how the superseded data were derived.
 AU0071
 AU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP679151(NAD 83)
 AU0071_MARKER: DB = BENCH MARK DISK
 AU0071_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AU0071+WITH SETTING: INTO GROUND
 AU0071_SP_SET: METAL ROD WITH BASE PLATE
 AU0071_STAMPING: S 293 1976
 AU0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0071+STABILITY: SURFACE MOTION
 AU0071
 AU0071  HISTORY     - Date     Condition        Report By
 AU0071  HISTORY     - 1976     MONUMENTED       NGS
 AU0071  HISTORY     - 20010730 GOOD             NGS
 AU0071
 AU0071                          STATION DESCRIPTION
 AU0071
 AU0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AU0071'4.6 MI NW FROM BELLE RIVER.
 AU0071'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 997 AND A LEVEE FROM THE SOUTH
 AU0071'END OF A DRAW BRIDGE OVER THE BELLE RIVER, AT THE JUNCTION OF A DIRT
 AU0071'ROAD LEADING NORTHEAST TO A SMALL LAKE, 60 FT NORTHEAST OF THE CENTER
 AU0071'LINE OF THE HIGHWAY, 28 FT NORTHWEST OF THE CENTER LINE OF THE ROAD,
 AU0071'THE DISK IS 0.8 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS
 AU0071'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 AU0071
 AU0071                          STATION RECOVERY (2001)
 AU0071
 AU0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AU0071'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0898 ***********************************************************************
 BJ0898  DESIGNATION -  S 294
 BJ0898  PID         -  BJ0898
 BJ0898  STATE/COUNTY-  LA/LIVINGSTON
 BJ0898  USGS QUAD   -  HOLDEN (1974)
 BJ0898
 BJ0898                         *CURRENT SURVEY CONTROL
 BJ0898  ___________________________________________________________________
 BJ0898* NAD 83(1986)-  30 30 18.     (N)    090 44 48.     (W)     SCALED    
 BJ0898* NAVD 88     -        12.926  (meters)      42.41   (feet)  ADJUSTED  
 BJ0898  ___________________________________________________________________
 BJ0898  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ0898  DYNAMIC HT  -          12.909 (meters)      42.35  (feet)  COMP
 BJ0898  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BJ0898
 BJ0898  VERT ORDER  -  FIRST     CLASS I
 BJ0898
 BJ0898.The horizontal coordinates were scaled from a topographic map and have
 BJ0898.an estimated accuracy of +/- 6 seconds.
 BJ0898
 BJ0898.The orthometric height was determined by differential leveling
 BJ0898.and adjusted by the National Geodetic Survey in February 1994..
 BJ0898
 BJ0898.The geoid height was determined by GEOID03.
 BJ0898
 BJ0898.The dynamic height is computed by dividing the NAVD 88
 BJ0898.geopotential number by the normal gravity value computed on the
 BJ0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0898.degrees latitude (g = 980.6199 gals.).
 BJ0898
 BJ0898.The modeled gravity was interpolated from observed gravity values.
 BJ0898
 BJ0898;                    North         East    Units  Estimated Accuracy
 BJ0898;SPC LA S     -   222,390.    1,056,310.      MT  (+/- 180 meters Scaled)
 BJ0898
 BJ0898                          SUPERSEDED SURVEY CONTROL
 BJ0898
 BJ0898  NAVD 88 (06/15/91)   12.972  (m)           42.56   (f) UNKNOWN     1 1
 BJ0898  NGVD 29 (??/??/??)   12.945  (m)           42.47   (f) ADJUSTED    1 1
 BJ0898
 BJ0898.Superseded values are not recommended for survey control.
 BJ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0898.See file dsdata.txt to determine how the superseded data were derived.
 BJ0898
 BJ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP162769(NAD 83)
 BJ0898_MARKER: DB = BENCH MARK DISK
 BJ0898_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0898_SP_SET: COPPER-CLAD STEEL ROD
 BJ0898_STAMPING: S 294 1976
 BJ0898_MARK LOGO: NGS   
 BJ0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0898+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 BJ0898
 BJ0898  HISTORY     - Date     Condition        Report By
 BJ0898  HISTORY     - 1976     MONUMENTED       NGS
 BJ0898  HISTORY     - 1983     GOOD             LADTD
 BJ0898  HISTORY     - 20060801 GOOD             SKW
 BJ0898
 BJ0898                          STATION DESCRIPTION
 BJ0898
 BJ0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0898'0.1 MI EAST FROM IN LIVINGSTON.
 BJ0898'0.1 MILE EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0898'HIGHWAY 63 (FROST ROAD) AT A POINT WHERE POWERLINES CROSS THE HIGHWAY,
 BJ0898'60 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 44 FT EAST OF THE
 BJ0898'CENTER LINE OF A PAVED ROAD LEADING NORTH, 26.5 FT SOUTH OF THE SOUTH
 BJ0898'RAIL OF THE ILLINOIS CENTRAL RAILROAD, 2 FT EAST OF A POWER POLE WITH
 BJ0898'ONE GUY WIRE, THE DISK IS 0.4 FT BELOW THE LEVEL OF THE GROUND, ACCESS
 BJ0898'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0898
 BJ0898                          STATION RECOVERY (1983)
 BJ0898
 BJ0898'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0898'RECOVERED IN GOOD CONDITION.
 BJ0898
 BJ0898                          STATION RECOVERY (2006)
 BJ0898
 BJ0898'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2006 (CMC)
 BJ0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0098 ***********************************************************************
 BK0098  DESIGNATION -  S 30
 BK0098  PID         -  BK0098
 BK0098  STATE/COUNTY-  LA/ST LANDRY
 BK0098  USGS QUAD   -  CHATAIGNIER (1983)
 BK0098
 BK0098                         *CURRENT SURVEY CONTROL
 BK0098  ___________________________________________________________________
 BK0098* NAD 83(1986)-  30 30 13.     (N)    092 21 19.     (W)     SCALED    
 BK0098* NAVD 88     -        16.33   (+/-2cm)      53.6    (feet)  VERTCON   
 BK0098  ___________________________________________________________________
 BK0098  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0098
 BK0098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0098
 BK0098.The horizontal coordinates were scaled from a topographic map and have
 BK0098.an estimated accuracy of +/- 6 seconds.
 BK0098
 BK0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0098.The vertical order pertains to the NGVD 29 superseded value.
 BK0098
 BK0098.The geoid height was determined by GEOID03.
 BK0098
 BK0098;                    North         East    Units  Estimated Accuracy
 BK0098;SPC LA S     -   222,530.      901,900.      MT  (+/- 180 meters Scaled)
 BK0098
 BK0098                          SUPERSEDED SURVEY CONTROL
 BK0098
 BK0098  NGVD 29 (??/??/??)   16.296  (m)           53.46   (f) ADJUSTED    2 0
 BK0098
 BK0098.Superseded values are not recommended for survey control.
 BK0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0098.See file dsdata.txt to determine how the superseded data were derived.
 BK0098
 BK0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP618747(NAD 83)
 BK0098_MARKER: DB = BENCH MARK DISK
 BK0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0098_STAMPING: S 30 1935
 BK0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0098+STABILITY: SURFACE MOTION
 BK0098
 BK0098  HISTORY     - Date     Condition        Report By
 BK0098  HISTORY     - 1935     MONUMENTED       CGS
 BK0098  HISTORY     - 1981     MARK NOT FOUND   USGS
 BK0098
 BK0098                          STATION DESCRIPTION
 BK0098
 BK0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0098'3.6 MI E FROM EUNICE.
 BK0098'3.6 MI E OF AND ALONG THE M P R R 40 FEET N OF THE TRACK.  CLOSE TO AN
 BK0098'INTERSECTION OF FENCE LINES.  360 FEET W ALONG TRACK FROM MILEPOST
 BK0098'572.  CLOSE TO A FENCE CORNER AND 29 FEET E OF A SIDE ROAD CROSSING
 BK0098'RAILWAY.
 BK0098
 BK0098                          STATION RECOVERY (1981)
 BK0098
 BK0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BK0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2292 ***********************************************************************
 BX2292  DESIGNATION -  S 301
 BX2292  PID         -  BX2292
 BX2292  STATE/COUNTY-  LA/GRANT
 BX2292  USGS QUAD   -  COLFAX (1985)
 BX2292
 BX2292                         *CURRENT SURVEY CONTROL
 BX2292  ___________________________________________________________________
 BX2292* NAD 83(1986)-  31 31 17.     (N)    092 42 29.     (W)     SCALED    
 BX2292* NAVD 88     -        29.311  (meters)      96.16   (feet)  ADJUSTED  
 BX2292  ___________________________________________________________________
 BX2292  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2292  DYNAMIC HT  -          29.275 (meters)      96.05  (feet)  COMP
 BX2292  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 BX2292
 BX2292  VERT ORDER  -  FIRST     CLASS I
 BX2292
 BX2292.The horizontal coordinates were scaled from a topographic map and have
 BX2292.an estimated accuracy of +/- 6 seconds.
 BX2292
 BX2292.The orthometric height was determined by differential leveling
 BX2292.and adjusted by the National Geodetic Survey in February 1994..
 BX2292
 BX2292.The geoid height was determined by GEOID03.
 BX2292
 BX2292.The dynamic height is computed by dividing the NAVD 88
 BX2292.geopotential number by the normal gravity value computed on the
 BX2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2292.degrees latitude (g = 980.6199 gals.).
 BX2292
 BX2292.The modeled gravity was interpolated from observed gravity values.
 BX2292
 BX2292;                    North         East    Units  Estimated Accuracy
 BX2292;SPC LA N     -   113,270.      980,240.      MT  (+/- 180 meters Scaled)
 BX2292
 BX2292                          SUPERSEDED SURVEY CONTROL
 BX2292
 BX2292  NAVD 88 (06/15/91)   29.310  (m)           96.16   (f) UNKNOWN     1 1
 BX2292  NGVD 29 (??/??/??)   29.319  (m)           96.19   (f) ADJUSTED    1 1
 BX2292
 BX2292.Superseded values are not recommended for survey control.
 BX2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2292.See file dsdata.txt to determine how the superseded data were derived.
 BX2292
 BX2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ277874(NAD 83)
 BX2292_MARKER: DB = BENCH MARK DISK
 BX2292_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2292+WITH SETTING: INTO GROUND
 BX2292_SP_SET: METAL ROD WITH BASE PLATE
 BX2292_STAMPING: S 301 1977
 BX2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2292+STABILITY: SURFACE MOTION
 BX2292
 BX2292  HISTORY     - Date     Condition        Report By
 BX2292  HISTORY     - 1977     MONUMENTED       NGS
 BX2292
 BX2292                          STATION DESCRIPTION
 BX2292
 BX2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2292'0.6 MI NE FROM COLFAX.
 BX2292'0.2 MI NORTHWEST ALONG SECOND STREET FROM THE COURTHOUSE AT
 BX2292'COLFAX, THENCE 0.4 MILE NORTHEAST ALONG FAIRCLOTH STREET, 80
 BX2292'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF FAIRCLOTH STREET,
 BX2292'44 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 158, 29
 BX2292'FEET SOUTHEAST OF THE SOUTHWEST RAIL, 25 FEET SOUTHEAST OF THE
 BX2292'EAST CORNER OF THE COUNTRY STORE, AND 8 FEET SOUTHEAST OF A
 BX2292'POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2246 ***********************************************************************
 BX2246  DESIGNATION -  S 302
 BX2246  PID         -  BX2246
 BX2246  STATE/COUNTY-  LA/AVOYELLES
 BX2246  USGS QUAD   -  EFFIE (1983)
 BX2246
 BX2246                         *CURRENT SURVEY CONTROL
 BX2246  ___________________________________________________________________
 BX2246* NAD 83(1986)-  31 11 27.     (N)    092 09 14.     (W)     SCALED    
 BX2246* NAVD 88     -        18.280  (meters)      59.97   (feet)  ADJUSTED  
 BX2246  ___________________________________________________________________
 BX2246  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX2246  DYNAMIC HT  -          18.258 (meters)      59.90  (feet)  COMP
 BX2246  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 BX2246
 BX2246  VERT ORDER  -  FIRST     CLASS I
 BX2246
 BX2246.The horizontal coordinates were scaled from a topographic map and have
 BX2246.an estimated accuracy of +/- 6 seconds.
 BX2246
 BX2246.The orthometric height was determined by differential leveling
 BX2246.and adjusted by the National Geodetic Survey in February 1994..
 BX2246
 BX2246.The geoid height was determined by GEOID03.
 BX2246
 BX2246.The dynamic height is computed by dividing the NAVD 88
 BX2246.geopotential number by the normal gravity value computed on the
 BX2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2246.degrees latitude (g = 980.6199 gals.).
 BX2246
 BX2246.The modeled gravity was interpolated from observed gravity values.
 BX2246
 BX2246;                    North         East    Units  Estimated Accuracy
 BX2246;SPC LA N     -    76,650.    1,032,990.      MT  (+/- 180 meters Scaled)
 BX2246
 BX2246                          SUPERSEDED SURVEY CONTROL
 BX2246
 BX2246  NAVD 88 (06/15/91)   18.288  (m)           60.00   (f) UNKNOWN     1 1
 BX2246  NGVD 29 (??/??/??)   18.245  (m)           59.86   (f) ADJUSTED    1 1
 BX2246
 BX2246.Superseded values are not recommended for survey control.
 BX2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2246.See file dsdata.txt to determine how the superseded data were derived.
 BX2246
 BX2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ806510(NAD 83)
 BX2246_MARKER: DB = BENCH MARK DISK
 BX2246_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2246+WITH SETTING: INTO GROUND
 BX2246_SP_SET: METAL ROD WITH BASE PLATE
 BX2246_STAMPING: S 302 1977
 BX2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2246+STABILITY: SURFACE MOTION
 BX2246
 BX2246  HISTORY     - Date     Condition        Report By
 BX2246  HISTORY     - 1977     MONUMENTED       NGS
 BX2246
 BX2246                          STATION DESCRIPTION
 BX2246
 BX2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2246'8.6 MI NW FROM MARKSVILLE.
 BX2246'5.5 MILES NORTH ALONG STATE HIGHWAYS 115 AND 107 FROM THE COURTHOUSE
 BX2246'IN MARKSVILLE, THENCE 0.6 MILE NORTHWEST ALONG A PAVED ROAD, THENCE
 BX2246'0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 2.1 MILES SOUTHWEST
 BX2246'ALONG A GRAVEL ROAD THAT PARALLELS THE SOUTHWEST SIDE OF A LEVEE,
 BX2246'200 YARDS SOUTH OF A PIPE LINE THAT CROSSES THE RIVER, 43 FEET
 BX2246'NORTHWEST AND ACROSS ROAD FROM THE CENTER OF A CATTLE GUARD, 43
 BX2246'FEET NORTH OF A TELEPHONE JUNCTION BOX, 16 FEET NORTHWEST OF THE
 BX2246'CENTER OF ROAD, 9 FEET NORTHEAST OF A WOOD GATE, AND 2 FEET NORTH-
 BX2246'WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2315 ***********************************************************************
 BX2315  DESIGNATION -  S 303
 BX2315  PID         -  BX2315
 BX2315  STATE/COUNTY-  LA/NATCHITOCHES
 BX2315  USGS QUAD   -  MONTGOMERY (1993)
 BX2315
 BX2315                         *CURRENT SURVEY CONTROL
 BX2315  ___________________________________________________________________
 BX2315* NAD 83(1986)-  31 40 07.     (N)    092 56 13.     (W)     SCALED    
 BX2315* NAVD 88     -        32.739  (meters)     107.41   (feet)  ADJUSTED  
 BX2315  ___________________________________________________________________
 BX2315  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX2315  DYNAMIC HT  -          32.700 (meters)     107.28  (feet)  COMP
 BX2315  MODELED GRAV-     979,446.1   (mgal)                       NAVD 88
 BX2315
 BX2315  VERT ORDER  -  FIRST     CLASS I
 BX2315
 BX2315.The horizontal coordinates were scaled from a topographic map and have
 BX2315.an estimated accuracy of +/- 6 seconds.
 BX2315
 BX2315.The orthometric height was determined by differential leveling
 BX2315.and adjusted by the National Geodetic Survey in February 1994..
 BX2315
 BX2315.The geoid height was determined by GEOID03.
 BX2315
 BX2315.The dynamic height is computed by dividing the NAVD 88
 BX2315.geopotential number by the normal gravity value computed on the
 BX2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2315.degrees latitude (g = 980.6199 gals.).
 BX2315
 BX2315.The modeled gravity was interpolated from observed gravity values.
 BX2315
 BX2315;                    North         East    Units  Estimated Accuracy
 BX2315;SPC LA N     -   129,650.      958,570.      MT  (+/- 180 meters Scaled)
 BX2315
 BX2315                          SUPERSEDED SURVEY CONTROL
 BX2315
 BX2315  NAVD 88 (06/15/91)   32.739  (m)          107.41   (f) UNKNOWN     1 1
 BX2315  NGVD 29 (??/??/??)   32.766  (m)          107.50   (f) ADJUSTED    1 1
 BX2315
 BX2315.Superseded values are not recommended for survey control.
 BX2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2315.See file dsdata.txt to determine how the superseded data were derived.
 BX2315
 BX2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR059037(NAD 83)
 BX2315_MARKER: DB = BENCH MARK DISK
 BX2315_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2315+WITH SETTING: INTO GROUND
 BX2315_SP_SET: METAL ROD WITH BASE PLATE
 BX2315_STAMPING: S 303 1977
 BX2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2315+STABILITY: SURFACE MOTION
 BX2315
 BX2315  HISTORY     - Date     Condition        Report By
 BX2315  HISTORY     - 1969     MONUMENTED       NGS
 BX2315
 BX2315                          STATION DESCRIPTION
 BX2315
 BX2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BX2315'17.1 MI NW FROM CLOUTIERVILLE.
 BX2315'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2315'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 9.3 MILES
 BX2315'NORTHWEST ALONG THE LEVEE, 52 FEET SOUTHWEST OF THE CENTER OF
 BX2315'THE LEVEE, 41 FEET SOUTHWEST OF MILEPOST 18, AND 1 FOOT
 BX2315'NORTHEAST OF A FENCE AT THE TOE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2285 ***********************************************************************
 BX2285  DESIGNATION -  S 304
 BX2285  PID         -  BX2285
 BX2285  STATE/COUNTY-  LA/RAPIDES
 BX2285  USGS QUAD   -  BOYCE (1992)
 BX2285
 BX2285                         *CURRENT SURVEY CONTROL
 BX2285  ___________________________________________________________________
 BX2285* NAD 83(1986)-  31 28 03.     (N)    092 42 35.     (W)     SCALED    
 BX2285* NAVD 88     -        29.400  (meters)      96.46   (feet)  ADJUSTED  
 BX2285  ___________________________________________________________________
 BX2285  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2285  DYNAMIC HT  -          29.364 (meters)      96.34  (feet)  COMP
 BX2285  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 BX2285
 BX2285  VERT ORDER  -  FIRST     CLASS I
 BX2285
 BX2285.The horizontal coordinates were scaled from a topographic map and have
 BX2285.an estimated accuracy of +/- 6 seconds.
 BX2285
 BX2285.The orthometric height was determined by differential leveling
 BX2285.and adjusted by the National Geodetic Survey in February 1994..
 BX2285
 BX2285.The geoid height was determined by GEOID03.
 BX2285
 BX2285.The dynamic height is computed by dividing the NAVD 88
 BX2285.geopotential number by the normal gravity value computed on the
 BX2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2285.degrees latitude (g = 980.6199 gals.).
 BX2285
 BX2285.The modeled gravity was interpolated from observed gravity values.
 BX2285
 BX2285;                    North         East    Units  Estimated Accuracy
 BX2285;SPC LA N     -   107,290.      980,070.      MT  (+/- 180 meters Scaled)
 BX2285
 BX2285                          SUPERSEDED SURVEY CONTROL
 BX2285
 BX2285  NAVD 88 (06/15/91)   29.399  (m)           96.45   (f) UNKNOWN     1 1
 BX2285  NGVD 29 (??/??/??)   29.404  (m)           96.47   (f) ADJUSTED    1 1
 BX2285
 BX2285.Superseded values are not recommended for survey control.
 BX2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2285.See file dsdata.txt to determine how the superseded data were derived.
 BX2285
 BX2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ275814(NAD 83)
 BX2285_MARKER: DB = BENCH MARK DISK
 BX2285_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2285_SP_SET: COPPER-CLAD STEEL ROD
 BX2285_STAMPING: S 304 1977
 BX2285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2285
 BX2285  HISTORY     - Date     Condition        Report By
 BX2285  HISTORY     - 1977     MONUMENTED       NGS
 BX2285
 BX2285                          STATION DESCRIPTION
 BX2285
 BX2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2285'16.5 MI SE FROM CLOUTIERVILLE.
 BX2285'6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2285'STATE HIGHWAY 495 AT CLOUTIERVILLE, THENCE 4.2 MILES NORTHEAST
 BX2285'ALONG STATE HIGHWAY 490 TO A T JUNCTION, THENCE 1.3 MILES EAST
 BX2285'ALONG A PAVED ROAD THAT IS ALSO STATE HIGHWAY 490 TO AN EARTH DAM
 BX2285'AND DIRT ROAD OVER THE CANE RIVER, THENCE 3.8 MILES SOUTHEAST
 BX2285'ALONG THE MAIN DIRT ROAD TO A T JUNCTION, THENCE 0.5 MILE SOUTH
 BX2285'ALONG A DIRT ROAD PARALLEL  TO THE RED RIVER, 340 FEET NORTH OF
 BX2285'T 304, 338 FEET NORTH OF A BARBED WIRE FENCE, 237 FEET WEST-SOUTH
 BX2285'WEST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF AN  UNUSED
 BX2285'JUNCTION POWER LINE POLE WITH A TRANSFORMER AND 2 GUY WIRES, 2
 BX2285'FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2123 ***********************************************************************
 CQ2123  DESIGNATION -  S 305
 CQ2123  PID         -  CQ2123
 CQ2123  STATE/COUNTY-  LA/CADDO
 CQ2123  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2123
 CQ2123                         *CURRENT SURVEY CONTROL
 CQ2123  ___________________________________________________________________
 CQ2123* NAD 83(1986)-  32 31 43.     (N)    093 45 09.     (W)     SCALED    
 CQ2123* NAVD 88     -        48.861  (meters)     160.30   (feet)  ADJUSTED  
 CQ2123  ___________________________________________________________________
 CQ2123  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2123  DYNAMIC HT  -          48.806 (meters)     160.12  (feet)  COMP
 CQ2123  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 CQ2123
 CQ2123  VERT ORDER  -  FIRST     CLASS I
 CQ2123
 CQ2123.The horizontal coordinates were scaled from a topographic map and have
 CQ2123.an estimated accuracy of +/- 6 seconds.
 CQ2123
 CQ2123.The orthometric height was determined by differential leveling
 CQ2123.and adjusted by the National Geodetic Survey in June 1991..
 CQ2123
 CQ2123.The geoid height was determined by GEOID03.
 CQ2123
 CQ2123.The dynamic height is computed by dividing the NAVD 88
 CQ2123.geopotential number by the normal gravity value computed on the
 CQ2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2123.degrees latitude (g = 980.6199 gals.).
 CQ2123
 CQ2123.The modeled gravity was interpolated from observed gravity values.
 CQ2123
 CQ2123;                    North         East    Units  Estimated Accuracy
 CQ2123;SPC LA N     -   225,610.      882,340.      MT  (+/- 180 meters Scaled)
 CQ2123
 CQ2123                          SUPERSEDED SURVEY CONTROL
 CQ2123
 CQ2123  NGVD 29 (??/??/??)   48.919  (m)          160.50   (f) ADJUSTED    1 1
 CQ2123
 CQ2123.Superseded values are not recommended for survey control.
 CQ2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2123.See file dsdata.txt to determine how the superseded data were derived.
 CQ2123
 CQ2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR293992(NAD 83)
 CQ2123_MARKER: DB = BENCH MARK DISK
 CQ2123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ2123_SP_SET: DRILL CONCRETE HEADWALL
 CQ2123_STAMPING: S 305 1977
 CQ2123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2123
 CQ2123  HISTORY     - Date     Condition        Report By
 CQ2123  HISTORY     - 1977     MONUMENTED       NGS
 CQ2123  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ2123
 CQ2123                          STATION DESCRIPTION
 CQ2123
 CQ2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2123'0.9 MI SOUTH FROM SHREVEPORT.
 CQ2123'0.9 MILE SOUTH ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT
 CQ2123'TERMINAL BUILDING, 165 FEET NORTHEAST OF A POWERLINE POLE, 147
 CQ2123'FEET EAST OF THE CENTER LINE OF AIRPORT DRIVE, 98 FEET WEST OF
 CQ2123'A CONCRETE PIPE CULVERT, 52 FEET WEST OF THE CENTER OF A LEVEE,
 CQ2123'IN THE TOP OF THE NORTH END OF A CONCRETE HEADWALL OF A PIPE
 CQ2123'CULVERT UNDER LEVEE, AND 0.3 FOOT SOUTH OF THE NORTH END OF
 CQ2123'HEADWALL.
 CQ2123
 CQ2123                          STATION RECOVERY (1999)
 CQ2123
 CQ2123'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2334 ***********************************************************************
 BX2334  DESIGNATION -  S 306
 BX2334  PID         -  BX2334
 BX2334  STATE/COUNTY-  LA/NATCHITOCHES
 BX2334  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX2334
 BX2334                         *CURRENT SURVEY CONTROL
 BX2334  ___________________________________________________________________
 BX2334* NAD 83(1986)-  31 48 01.     (N)    093 04 19.     (W)     SCALED    
 BX2334* NAVD 88     -        36.228  (meters)     118.86   (feet)  ADJUSTED  
 BX2334  ___________________________________________________________________
 BX2334  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2334  DYNAMIC HT  -          36.185 (meters)     118.72  (feet)  COMP
 BX2334  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 BX2334
 BX2334  VERT ORDER  -  FIRST     CLASS I
 BX2334
 BX2334.The horizontal coordinates were scaled from a topographic map and have
 BX2334.an estimated accuracy of +/- 6 seconds.
 BX2334
 BX2334.The orthometric height was determined by differential leveling
 BX2334.and adjusted by the National Geodetic Survey in February 1994..
 BX2334
 BX2334.The geoid height was determined by GEOID03.
 BX2334
 BX2334.The dynamic height is computed by dividing the NAVD 88
 BX2334.geopotential number by the normal gravity value computed on the
 BX2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2334.degrees latitude (g = 980.6199 gals.).
 BX2334
 BX2334.The modeled gravity was interpolated from observed gravity values.
 BX2334
 BX2334;                    North         East    Units  Estimated Accuracy
 BX2334;SPC LA N     -   144,310.      945,840.      MT  (+/- 180 meters Scaled)
 BX2334
 BX2334                          SUPERSEDED SURVEY CONTROL
 BX2334
 BX2334  NAVD 88 (06/15/91)   36.227  (m)          118.85   (f) UNKNOWN     1 1
 BX2334  NGVD 29 (??/??/??)   36.270  (m)          119.00   (f) ADJUSTED    1 1
 BX2334
 BX2334.Superseded values are not recommended for survey control.
 BX2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2334.See file dsdata.txt to determine how the superseded data were derived.
 BX2334
 BX2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR931183(NAD 83)
 BX2334_MARKER: DB = BENCH MARK DISK
 BX2334_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2334+WITH SETTING: INTO GROUND
 BX2334_SP_SET: METAL ROD WITH BASE PLATE
 BX2334_STAMPING: S 306 1977
 BX2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2334+STABILITY: SURFACE MOTION
 BX2334
 BX2334  HISTORY     - Date     Condition        Report By
 BX2334  HISTORY     - 1977     MONUMENTED       NGS
 BX2334  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2334  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2334
 BX2334                          STATION DESCRIPTION
 BX2334
 BX2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2334'3.9 MI NE FROM NATCHITOCHES.
 BX2334'2.6 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX2334'NATCHITOCHES, THENCE 1.2 MILES NORTHEAST ALONG A BLACKTOP ROAD
 BX2334'TO A Y JUNCTION, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, 3 FEET
 BX2334'WEST OF A FENCE CORNER POST, 1 FOOT SOUTH OF A FENCE LINE, 19
 BX2334'FEET NORTH OF THE CENTER OF THE DIRT ROAD, AND 29 FEET WEST OF
 BX2334'THE CENTER OF A FARM ROAD THAT IS JUST WEST OF A TIN SHED.
 BX2334
 BX2334                          STATION RECOVERY (1995)
 BX2334
 BX2334'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2334'MARK NOT FOUND.
 BX2334
 BX2334                          STATION RECOVERY (2001)
 BX2334
 BX2334'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX2334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2181 ***********************************************************************
 CQ2181  DESIGNATION -  S 307
 CQ2181  PID         -  CQ2181
 CQ2181  STATE/COUNTY-  LA/CADDO
 CQ2181  USGS QUAD   -  WARDVIEW (1971)
 CQ2181
 CQ2181                         *CURRENT SURVEY CONTROL
 CQ2181  ___________________________________________________________________
 CQ2181* NAD 83(1986)-  32 57 54.     (N)    093 50 47.     (W)     SCALED    
 CQ2181* NAVD 88     -        62.334  (meters)     204.51   (feet)  ADJUSTED  
 CQ2181  ___________________________________________________________________
 CQ2181  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CQ2181  DYNAMIC HT  -          62.265 (meters)     204.28  (feet)  COMP
 CQ2181  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 CQ2181
 CQ2181  VERT ORDER  -  FIRST     CLASS I
 CQ2181
 CQ2181.The horizontal coordinates were scaled from a topographic map and have
 CQ2181.an estimated accuracy of +/- 6 seconds.
 CQ2181
 CQ2181.The orthometric height was determined by differential leveling
 CQ2181.and adjusted by the National Geodetic Survey in June 1991..
 CQ2181
 CQ2181.The geoid height was determined by GEOID03.
 CQ2181
 CQ2181.The dynamic height is computed by dividing the NAVD 88
 CQ2181.geopotential number by the normal gravity value computed on the
 CQ2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2181.degrees latitude (g = 980.6199 gals.).
 CQ2181
 CQ2181.The modeled gravity was interpolated from observed gravity values.
 CQ2181
 CQ2181;                    North         East    Units  Estimated Accuracy
 CQ2181;SPC LA N     -   274,110.      874,120.      MT  (+/- 180 meters Scaled)
 CQ2181
 CQ2181                          SUPERSEDED SURVEY CONTROL
 CQ2181
 CQ2181  NGVD 29 (??/??/??)   62.371  (m)          204.63   (f) ADJUSTED    1 1
 CQ2181
 CQ2181.Superseded values are not recommended for survey control.
 CQ2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2181.See file dsdata.txt to determine how the superseded data were derived.
 CQ2181
 CQ2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS209477(NAD 83)
 CQ2181_MARKER: DB = BENCH MARK DISK
 CQ2181_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2181+WITH SETTING: INTO GROUND
 CQ2181_SP_SET: METAL ROD WITH BASE PLATE
 CQ2181_STAMPING: S 307 1977
 CQ2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2181+STABILITY: SURFACE MOTION
 CQ2181
 CQ2181  HISTORY     - Date     Condition        Report By
 CQ2181  HISTORY     - 1977     MONUMENTED       NGS
 CQ2181
 CQ2181                          STATION DESCRIPTION
 CQ2181
 CQ2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2181'12.6 MI NORTH FROM GILLIAM.
 CQ2181'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 CQ2181'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 0.9 MILE EAST
 CQ2181'ALONG DOMINICK ROAD NUMBER 1, THENCE 3.0 MILES NORTHWEST ALONG THE
 CQ2181'LEVEE, 57 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE LEVEE, 32
 CQ2181'FEET NORTH OF A BARBED WIRE FENCE CROSSING THE LEVEE, AND 2 FEET EAST-
 CQ2181'SOUTHEAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2420 ***********************************************************************
 CQ2420  DESIGNATION -  S 329
 CQ2420  PID         -  CQ2420
 CQ2420  STATE/COUNTY-  LA/WEBSTER
 CQ2420  USGS QUAD   -  FRYEBURG (1986)
 CQ2420
 CQ2420                         *CURRENT SURVEY CONTROL
 CQ2420  ___________________________________________________________________
 CQ2420* NAD 83(1986)-  32 27 55.     (N)    093 11 05.     (W)     SCALED    
 CQ2420* NAVD 88     -        89.66   (+/-2cm)     294.2    (feet)  VERTCON   
 CQ2420  ___________________________________________________________________
 CQ2420  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2420
 CQ2420  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2420
 CQ2420.The horizontal coordinates were scaled from a topographic map and have
 CQ2420.an estimated accuracy of +/- 6 seconds.
 CQ2420
 CQ2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2420.The vertical order pertains to the NGVD 29 superseded value.
 CQ2420
 CQ2420.The geoid height was determined by GEOID03.
 CQ2420
 CQ2420;                    North         East    Units  Estimated Accuracy
 CQ2420;SPC LA N     -   218,110.      935,630.      MT  (+/- 180 meters Scaled)
 CQ2420
 CQ2420                          SUPERSEDED SURVEY CONTROL
 CQ2420
 CQ2420  NGVD 29 (??/??/??)   89.724  (m)          294.37   (f) ADJUSTED    1 1
 CQ2420
 CQ2420.Superseded values are not recommended for survey control.
 CQ2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2420.See file dsdata.txt to determine how the superseded data were derived.
 CQ2420
 CQ2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR826920(NAD 83)
 CQ2420_MARKER: DB = BENCH MARK DISK
 CQ2420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2420_SP_SET: 25 FT 5/8 IN ROD
 CQ2420_STAMPING: S 329 1977
 CQ2420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2420
 CQ2420  HISTORY     - Date     Condition        Report By
 CQ2420  HISTORY     - 1977     MONUMENTED       NGS
 CQ2420
 CQ2420                          STATION DESCRIPTION
 CQ2420
 CQ2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2420'7.7 MI SE FROM DUBBERLY.
 CQ2420'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2420'ERLY, 1.0 FEET EAST ALONG PARISH ROAD 171, THENCE 0.4 MILE SOUTH
 CQ2420'ALONG PARISH ROAD 170, THENCE 0.4 MILE WEST AND SOUTH ALONG A DIRT
 CQ2420'ROAD, 347 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, ON THE TOP OF
 CQ2420'A HILL, 271 FEET SOUTH OF A BARBED WIRE FENCH, 113 FT WEST OF A BARBED
 CQ2420'WIRE FENCE, 70 FEET NORTH OF MOST WESTERLY ONE OF TWO WELLS CONTAINING
 CQ2420'TILTMETER EQUIPMENT, IN LINE WITH A POWERLINE POLE, 9 FEET NORTH OF A
 CQ2420'GUY WIRE, AND 7 FT SOUTH OF THE END POWERLINE POLE WITH A TRANSFORMER,
 CQ2420'A GUY WIRE, AND A METER AND SWITCH BOX. DRIVEN TO GRADUAL REFUSAL AT
 CQ2420'40 FEET.
 CQ2420'ENCASED IN A PIPE PROJECTING +0 INCHES.
 CQ2420'20 FEET ABOVE ROAD
 CQ2420'3 FEET BELOW WELL
 CQ2420'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2458 ***********************************************************************
 CQ2458  DESIGNATION -  S 330
 CQ2458  PID         -  CQ2458
 CQ2458  STATE/COUNTY-  LA/BIENVILLE
 CQ2458  USGS QUAD   -  SALINE (1986)
 CQ2458
 CQ2458                         *CURRENT SURVEY CONTROL
 CQ2458  ___________________________________________________________________
 CQ2458* NAD 83(1986)-  32 14 42.     (N)    092 55 06.     (W)     SCALED    
 CQ2458* NAVD 88     -        61.13   (+/-2cm)     200.6    (feet)  VERTCON   
 CQ2458  ___________________________________________________________________
 CQ2458  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2458
 CQ2458  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2458
 CQ2458.The horizontal coordinates were scaled from a topographic map and have
 CQ2458.an estimated accuracy of +/- 6 seconds.
 CQ2458
 CQ2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2458.The vertical order pertains to the NGVD 29 superseded value.
 CQ2458
 CQ2458.The geoid height was determined by GEOID03.
 CQ2458
 CQ2458;                    North         East    Units  Estimated Accuracy
 CQ2458;SPC LA N     -   193,550.      960,580.      MT  (+/- 180 meters Scaled)
 CQ2458
 CQ2458                          SUPERSEDED SURVEY CONTROL
 CQ2458
 CQ2458  NGVD 29 (??/??/??)   61.188  (m)          200.75   (f) ADJUSTED    1 1
 CQ2458
 CQ2458.Superseded values are not recommended for survey control.
 CQ2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2458.See file dsdata.txt to determine how the superseded data were derived.
 CQ2458
 CQ2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR076675(NAD 83)
 CQ2458_MARKER: DB = BENCH MARK DISK
 CQ2458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2458_SP_SET: 25 FEET
 CQ2458_STAMPING: S 330 1977
 CQ2458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2458
 CQ2458  HISTORY     - Date     Condition        Report By
 CQ2458  HISTORY     - 1977     MONUMENTED       NGS
 CQ2458
 CQ2458                          STATION DESCRIPTION
 CQ2458
 CQ2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2458'2.6 MI NW FROM FRIENDSHIP.
 CQ2458'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ2458'STATE HIGHWAY 501 AT FRIENDSHIP, 56 FEET SOUTH SOUTHEAST OF THE
 CQ2458'CENTER LINE OF THE HIGHWAY, 223 FEET SOUTHEAST OF THE CENTER OF
 CQ2458'THE JUNCTION WITH A NORTH SOUTH DIRT ROAD, 54 FEET SOUTH OF THE
 CQ2458'SOUTHEAST END OF THE MOST EASTERN ONE OF TWO 24 INCH CONCRETE
 CQ2458'PIPES UNDER THE HIGHWAY, 19 FEET EAST OF A GUY WIRE, AND 7 FEET
 CQ2458'WEST OF A POWER POLE WITH TWO GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1822 ***********************************************************************
 BW1822  DESIGNATION -  S 336
 BW1822  PID         -  BW1822
 BW1822  STATE/COUNTY-  LA/CONCORDIA
 BW1822  USGS QUAD   -  FAIRVIEW (1983)
 BW1822
 BW1822                         *CURRENT SURVEY CONTROL
 BW1822  ___________________________________________________________________
 BW1822* NAD 83(1986)-  31 18 15.     (N)    091 31 51.     (W)     SCALED    
 BW1822* NAVD 88     -        23.760  (meters)      77.95   (feet)  ADJUSTED  
 BW1822  ___________________________________________________________________
 BW1822  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW1822  DYNAMIC HT  -          23.731 (meters)      77.86  (feet)  COMP
 BW1822  MODELED GRAV-     979,418.9   (mgal)                       NAVD 88
 BW1822
 BW1822  VERT ORDER  -  FIRST     CLASS II
 BW1822
 BW1822.The horizontal coordinates were scaled from a topographic map and have
 BW1822.an estimated accuracy of +/- 6 seconds.
 BW1822
 BW1822.The orthometric height was determined by differential leveling
 BW1822.and adjusted by the National Geodetic Survey in February 1994..
 BW1822
 BW1822.The geoid height was determined by GEOID03.
 BW1822
 BW1822.The dynamic height is computed by dividing the NAVD 88
 BW1822.geopotential number by the normal gravity value computed on the
 BW1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1822.degrees latitude (g = 980.6199 gals.).
 BW1822
 BW1822.The modeled gravity was interpolated from observed gravity values.
 BW1822
 BW1822;                    North         East    Units  Estimated Accuracy
 BW1822;SPC LA N     -    89,580.    1,092,260.      MT  (+/- 180 meters Scaled)
 BW1822
 BW1822                          SUPERSEDED SURVEY CONTROL
 BW1822
 BW1822  NAVD 88 (06/15/91)   23.781  (m)           78.02   (f) UNKNOWN     1 2
 BW1822  NGVD 29 (??/??/??)   23.743  (m)           77.90   (f) ADJUSTED    1 2
 BW1822
 BW1822.Superseded values are not recommended for survey control.
 BW1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1822.See file dsdata.txt to determine how the superseded data were derived.
 BW1822
 BW1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ398642(NAD 83)
 BW1822_MARKER: DB = BENCH MARK DISK
 BW1822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1822_SP_SET: STAINLESS STEEL ROD
 BW1822_STAMPING: S 336 1979
 BW1822_PROJECTION: RECESSED 5 CENTIMETERS
 BW1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1822_ROD/PIPE-DEPTH: 7.62 meters
 BW1822
 BW1822  HISTORY     - Date     Condition        Report By
 BW1822  HISTORY     - 1979     MONUMENTED       NGS
 BW1822
 BW1822                          STATION DESCRIPTION
 BW1822
 BW1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1822'6.8 MI NE FROM SLOCUM.
 BW1822'6.8 MILES EAST NORTHEAST ALONG THE LOWER GRAVEL ROAD OF THE LEVEE
 BW1822'FROM THE JUNCTION OF STATE HIGHWAY 15 IN SLOCUM TO THE MARK ON THE
 BW1822'LEFT, SET IN A FENCE LINE AT A CATTLE GUARD, 29 FEET NORTHWEST OF
 BW1822'THE CENTER OF THE CATTLE GUARD AND LEVEE ROAD, 21 FEET NORTHWEST
 BW1822'OF THE SOUTHEAST CORNER POST OF A 4-FOOT HIGH BARBED WIRE FENCE,
 BW1822'1.5 FEET NORTHEAST OF THE FENCE.
 BW1822'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BW1822'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1874 ***********************************************************************
 BW1874  DESIGNATION -  S 337
 BW1874  PID         -  BW1874
 BW1874  STATE/COUNTY-  LA/TENSAS
 BW1874  USGS QUAD   -  CHAMBLEE (1994)
 BW1874
 BW1874                         *CURRENT SURVEY CONTROL
 BW1874  ___________________________________________________________________
 BW1874* NAD 83(1986)-  31 52 27.     (N)    091 20 09.     (W)     SCALED    
 BW1874* NAVD 88     -        28.838  (meters)      94.61   (feet)  ADJUSTED  
 BW1874  ___________________________________________________________________
 BW1874  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1874  DYNAMIC HT  -          28.805 (meters)      94.50  (feet)  COMP
 BW1874  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 BW1874
 BW1874  VERT ORDER  -  FIRST     CLASS II
 BW1874
 BW1874.The horizontal coordinates were scaled from a topographic map and have
 BW1874.an estimated accuracy of +/- 6 seconds.
 BW1874
 BW1874.The orthometric height was determined by differential leveling
 BW1874.and adjusted by the National Geodetic Survey in February 1994..
 BW1874
 BW1874.The geoid height was determined by GEOID03.
 BW1874
 BW1874.The dynamic height is computed by dividing the NAVD 88
 BW1874.geopotential number by the normal gravity value computed on the
 BW1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1874.degrees latitude (g = 980.6199 gals.).
 BW1874
 BW1874.The modeled gravity was interpolated from observed gravity values.
 BW1874
 BW1874;                    North         East    Units  Estimated Accuracy
 BW1874;SPC LA N     -   152,950.    1,110,140.      MT  (+/- 180 meters Scaled)
 BW1874
 BW1874                          SUPERSEDED SURVEY CONTROL
 BW1874
 BW1874  NAVD 88 (06/15/91)   28.850  (m)           94.65   (f) UNKNOWN     1 2
 BW1874  NGVD 29 (??/??/??)   28.850  (m)           94.65   (f) ADJUSTED    1 2
 BW1874
 BW1874.Superseded values are not recommended for survey control.
 BW1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1874.See file dsdata.txt to determine how the superseded data were derived.
 BW1874
 BW1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR574276(NAD 83)
 BW1874_MARKER: DB = BENCH MARK DISK
 BW1874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1874_SP_SET: STAINLESS STEEL ROD
 BW1874_STAMPING: S 337 1979
 BW1874_PROJECTION: RECESSED 5 CENTIMETERS
 BW1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1874_ROD/PIPE-DEPTH: 6.10 meters
 BW1874
 BW1874  HISTORY     - Date     Condition        Report By
 BW1874  HISTORY     - 1979     MONUMENTED       NGS
 BW1874
 BW1874                          STATION DESCRIPTION
 BW1874
 BW1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1874'6.1 MI NE FROM WATERPROOF.
 BW1874'6.1 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1874'THE WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, TO A
 BW1874'CATTLE GUARD AND THE MARK IN THE FENCE LINE ON THE LEFT, 0.05 MILE
 BW1874'NORTHEAST OF THE JUNCTION OF A DIRT ROAD CROSSING OVER THE LEVEE,
 BW1874'11 FEET NORTHWEST OF THE CENTER OF THE CATTLE GUARD AND ROAD, 2 FEET
 BW1874'WEST OF THE SOUTHEAST FENCE POST AT THE NORTHWEST SIDE OF THE CATTLE
 BW1874'GUARD, 1.5 FEET SOUTHWEST OF THE BARB WIRE FENCE.
 BW1874'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BW1874'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2308 ***********************************************************************
 CP2308  DESIGNATION -  S 338
 CP2308  PID         -  CP2308
 CP2308  STATE/COUNTY-  LA/MADISON
 CP2308  USGS QUAD   -  YOKENA (1973)
 CP2308
 CP2308                         *CURRENT SURVEY CONTROL
 CP2308  ___________________________________________________________________
 CP2308* NAD 83(1986)-  32 14 25.     (N)    090 59 58.     (W)     SCALED    
 CP2308* NAVD 88     -        26.680  (meters)      87.53   (feet)  ADJUSTED  
 CP2308  ___________________________________________________________________
 CP2308  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2308  DYNAMIC HT  -          26.650 (meters)      87.43  (feet)  COMP
 CP2308  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CP2308
 CP2308  VERT ORDER  -  FIRST     CLASS II
 CP2308
 CP2308.The horizontal coordinates were scaled from a topographic map and have
 CP2308.an estimated accuracy of +/- 6 seconds.
 CP2308
 CP2308.The orthometric height was determined by differential leveling
 CP2308.and adjusted by the National Geodetic Survey in February 1994..
 CP2308
 CP2308.The geoid height was determined by GEOID03.
 CP2308
 CP2308.The dynamic height is computed by dividing the NAVD 88
 CP2308.geopotential number by the normal gravity value computed on the
 CP2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2308.degrees latitude (g = 980.6199 gals.).
 CP2308
 CP2308.The modeled gravity was interpolated from observed gravity values.
 CP2308
 CP2308;                    North         East    Units  Estimated Accuracy
 CP2308;SPC LA N     -   193,930.    1,141,410.      MT  (+/- 180 meters Scaled)
 CP2308
 CP2308                          SUPERSEDED SURVEY CONTROL
 CP2308
 CP2308  NAVD 88 (06/15/91)   26.682  (m)           87.54   (f) UNKNOWN     1 2
 CP2308  NGVD 29 (??/??/??)   26.710  (m)           87.63   (f) ADJUSTED    1 2
 CP2308
 CP2308.Superseded values are not recommended for survey control.
 CP2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2308.See file dsdata.txt to determine how the superseded data were derived.
 CP2308
 CP2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR884688(NAD 83)
 CP2308_MARKER: DB = BENCH MARK DISK
 CP2308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2308_SP_SET: STAINLESS STEEL ROD
 CP2308_STAMPING: S 338 1979
 CP2308_PROJECTION: RECESSED 5 CENTIMETERS
 CP2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2308_ROD/PIPE-DEPTH: 9.14 meters
 CP2308
 CP2308  HISTORY     - Date     Condition        Report By
 CP2308  HISTORY     - 1979     MONUMENTED       NGS
 CP2308
 CP2308                          STATION DESCRIPTION
 CP2308
 CP2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2308'8.25 MI SW FROM DELTA.
 CP2308'8.25 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 CP2308'THE U.S HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, SET AT AN OFF SET
 CP2308'FENCE POST IN A 4-FOOT HIGH BARB WIRE FENCE DIRECTLY ACROSS FROM THE
 CP2308'JUNCTION OF A SPUR LEVEE LEADING SOUTH, 0.1 MILE NORTHEAST OF LEVEE
 CP2308'STATION MARKER 3900, 93 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 CP2308'45 FEET SOUTH OF AN OFF SET POWER POLE, AND 1.5 FEET SOUTH OF THE
 CP2308'OFF SET FENCE POST.
 CP2308'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CP2308'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1349 ***********************************************************************
 CQ1349  DESIGNATION -  S 37
 CQ1349  PID         -  CQ1349
 CQ1349  STATE/COUNTY-  LA/WEBSTER
 CQ1349  USGS QUAD   -  CULLEN (1981)
 CQ1349
 CQ1349                         *CURRENT SURVEY CONTROL
 CQ1349  ___________________________________________________________________
 CQ1349* NAD 83(1986)-  32 53 51.     (N)    093 26 54.     (W)     SCALED    
 CQ1349* NAVD 88     -        72.226  (meters)     236.96   (feet)  ADJUSTED  
 CQ1349  ___________________________________________________________________
 CQ1349  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1349  DYNAMIC HT  -          72.147 (meters)     236.70  (feet)  COMP
 CQ1349  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 CQ1349
 CQ1349  VERT ORDER  -  SECOND    CLASS 0
 CQ1349
 CQ1349.The horizontal coordinates were scaled from a topographic map and have
 CQ1349.an estimated accuracy of +/- 6 seconds.
 CQ1349
 CQ1349.The orthometric height was determined by differential leveling
 CQ1349.and adjusted by the National Geodetic Survey in June 1991..
 CQ1349
 CQ1349.The geoid height was determined by GEOID03.
 CQ1349
 CQ1349.The dynamic height is computed by dividing the NAVD 88
 CQ1349.geopotential number by the normal gravity value computed on the
 CQ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1349.degrees latitude (g = 980.6199 gals.).
 CQ1349
 CQ1349.The modeled gravity was interpolated from observed gravity values.
 CQ1349
 CQ1349;                    North         East    Units  Estimated Accuracy
 CQ1349;SPC LA N     -   266,230.      911,270.      MT  (+/- 180 meters Scaled)
 CQ1349
 CQ1349                          SUPERSEDED SURVEY CONTROL
 CQ1349
 CQ1349  NGVD 29 (??/??/??)   72.292  (m)          237.18   (f) ADJUSTED    2 0
 CQ1349
 CQ1349.Superseded values are not recommended for survey control.
 CQ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1349.See file dsdata.txt to determine how the superseded data were derived.
 CQ1349
 CQ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS580400(NAD 83)
 CQ1349_MARKER: DB = BENCH MARK DISK
 CQ1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1349_STAMPING: S 37 1934
 CQ1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1349+STABILITY: SURFACE MOTION
 CQ1349
 CQ1349  HISTORY     - Date     Condition        Report By
 CQ1349  HISTORY     - 1934     MONUMENTED       CGS
 CQ1349  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1349  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ1349  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1349
 CQ1349                          STATION DESCRIPTION
 CQ1349
 CQ1349'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CQ1349'0.3 MI N FROM SAREPTA.
 CQ1349'0.3 MILES NORTH ALONG STATE HIGHWAY 70 FROM THE LOUISIANA AND ARKANSAS
 CQ1349'RAILWAY STATION AT SAREPTA, 430 FEET NORTHEAST OF THE INTERSECTION OF
 CQ1349'STATE HIGHWAY 90, 75 FEET EAST OF A CONCRETE BRIDGE, 55 FEET SOUTHEAST
 CQ1349'OF THE CENTER LINE OF SATE HIGHWAY 70, AND 8 FEET SOUTH OF A FENCE
 CQ1349'CORNER.  SET IN THE TOP OF A CONCRETE POST.
 CQ1349
 CQ1349                          STATION RECOVERY (1978)
 CQ1349
 CQ1349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ1349'MARK NOT FOUND.
 CQ1349
 CQ1349                          STATION RECOVERY (2002)
 CQ1349
 CQ1349'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3691 ***********************************************************************
 BJ3691  DESIGNATION -  S 378
 BJ3691  PID         -  BJ3691
 BJ3691  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3691  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ3691
 BJ3691                         *CURRENT SURVEY CONTROL
 BJ3691  ___________________________________________________________________
 BJ3691* NAD 83(1986)-  30 27 20.     (N)    091 11 23.     (W)     SCALED    
 BJ3691* NAVD 88     -        16.073  (meters)      52.73   (feet)  ADJUSTED  
 BJ3691  ___________________________________________________________________
 BJ3691  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3691  DYNAMIC HT  -          16.052 (meters)      52.66  (feet)  COMP
 BJ3691  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 BJ3691
 BJ3691  VERT ORDER  -  FIRST     CLASS II
 BJ3691
 BJ3691.The horizontal coordinates were scaled from a topographic map and have
 BJ3691.an estimated accuracy of +/- 6 seconds.
 BJ3691
 BJ3691.The orthometric height was determined by differential leveling
 BJ3691.and adjusted by the National Geodetic Survey in February 1994..
 BJ3691
 BJ3691.The geoid height was determined by GEOID03.
 BJ3691
 BJ3691.The dynamic height is computed by dividing the NAVD 88
 BJ3691.geopotential number by the normal gravity value computed on the
 BJ3691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3691.degrees latitude (g = 980.6199 gals.).
 BJ3691
 BJ3691.The modeled gravity was interpolated from observed gravity values.
 BJ3691
 BJ3691;                    North         East    Units  Estimated Accuracy
 BJ3691;SPC LA S     -   216,770.    1,013,790.      MT  (+/- 180 meters Scaled)
 BJ3691
 BJ3691                          SUPERSEDED SURVEY CONTROL
 BJ3691
 BJ3691.No superseded survey control is available for this station.
 BJ3691
 BJ3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP738706(NAD 83)
 BJ3691_MARKER: I = METAL ROD
 BJ3691_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3691_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3691_STAMPING: S 378 1986
 BJ3691_MARK LOGO: NGS   
 BJ3691_PROJECTION: FLUSH
 BJ3691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3691+STABILITY: POSITION/ELEVATION WELL
 BJ3691_ROD/PIPE-DEPTH: 15.8 meters
 BJ3691_SLEEVE-DEPTH  : 9.1 meters
 BJ3691
 BJ3691  HISTORY     - Date     Condition        Report By
 BJ3691  HISTORY     - 1986     MONUMENTED       NGS
 BJ3691  HISTORY     - 1986     GOOD             NGS
 BJ3691  HISTORY     - 20060722 MARK NOT FOUND   NGS
 BJ3691
 BJ3691                          STATION DESCRIPTION
 BJ3691
 BJ3691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3691'RECOVERED IN GOOD CONDITION EXCEPT ADD ACCESS TO DATUM POINT IS HAD
 BJ3691'THROUGH A 5-INCH LOGO CAP.
 BJ3691'IN BATON ROUGE, AT THE JUNCTION OF RIVER ROAD AND STATE CAPITOL
 BJ3691'AVENUE, ABOUT IN THE CENTER AND ON THE WEST SIDE OF THE PENTAGON
 BJ3691'BUILDING, 67.06 METERS (220.0 FT) SOUTH OF THE CENTER OF STATE CAPITOL
 BJ3691'AVENUE, 11.79 METERS (38.7 FT) EAST OF THE CENTER LINE OF RIVER ROAD,
 BJ3691'3.17 METERS (10.4 FT) WEST OF A BRICK WALL WHICH IS 1.28 METERS (4.2
 BJ3691'FT) ABOVE GROUND, 3.14 METERS (10.3 FT) EAST OF AN HISTORICAL MARKER
 BJ3691'FOR THE PENTAGON BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 BJ3691'A 5-INCH LOGO CAP.
 BJ3691
 BJ3691                          STATION RECOVERY (2006)
 BJ3691
 BJ3691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ3691'STATION WAS NOT OBVIOUS, BUT COULD EASILY BE UNDER TURF.  NO PROBING
 BJ3691'WAS DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3744 ***********************************************************************
 BJ3744  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ3744  DESIGNATION -  S 379
 BJ3744  PID         -  BJ3744
 BJ3744  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ3744  USGS QUAD   -  RESERVE (1994)
 BJ3744
 BJ3744                         *CURRENT SURVEY CONTROL
 BJ3744  ___________________________________________________________________
 BJ3744* NAD 83(1992)-  30 03 03.39141(N)    090 32 25.69751(W)     ADJUSTED  
 BJ3744* NAVD 88     -         4.31 **(meters)      14.1  **(feet)  GPS OBS(2004.65)
 BJ3744  **This station is located in a subsidence area (see below).
 BJ3744  ___________________________________________________________________
 BJ3744  EPOCH DATE  -        2004.65
 BJ3744  X           -     -52,120.480 (meters)                     COMP
 BJ3744  Y           -  -5,525,166.032 (meters)                     COMP
 BJ3744  Z           -   3,175,251.957 (meters)                     COMP
 BJ3744  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ3744  ELLIP HEIGHT-         -22.03  (meters)          (06/22/05) GPS OBS
 BJ3744  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BJ3744
 BJ3744  HORZ ORDER  -  B
 BJ3744  ELLP ORDER  -  FOURTH    CLASS I
 BJ3744
 BJ3744.The horizontal coordinates were established by GPS observations
 BJ3744.and adjusted by the National Geodetic Survey in June 2005..
 BJ3744.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3744.The epoch date for horizontal control is a decimal equivalence
 BJ3744.of Year/Month/Day.
 BJ3744
 BJ3744 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3744 ** and geoid heights are valid at the date of observation. These heights
 BJ3744 ** must always be validated when used as control.
 BJ3744 ** The orthometric height was determined by GPS observations using
 BJ3744 ** precise GPS observation and processing techniques and a new
 BJ3744 ** realization of GEOID03. It supersedes the leveled height previously
 BJ3744 ** determined for this station.
 BJ3744 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3744 ** epoch indicated which incorporates improved geoid heights for the
 BJ3744 ** Southern Louisiana Subsidence area.
 BJ3744 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3744.The orthometric height was determined by GPS observations and a
 BJ3744.high-resolution geoid model using precise GPS observation and
 BJ3744.processing techniques. It supersedes the leveled height previously
 BJ3744.determined for this station.
 BJ3744
 BJ3744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3744
 BJ3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3744
 BJ3744.The ellipsoidal height was determined by GPS observations
 BJ3744.and is referenced to NAD 83.
 BJ3744
 BJ3744.The geoid height was determined by GEOID03.
 BJ3744
 BJ3744;                    North         East     Units Scale Factor Converg.
 BJ3744;SPC LA S     -   172,177.572 1,076,454.925   MT  0.99992613   +0 23 47.2
 BJ3744;SPC LA S     -   564,885.92  3,531,669.20   sFT  0.99992613   +0 23 47.2
 BJ3744;UTM  15      - 3,326,979.898   737,131.146   MT  1.00029381   +1 13 56.0
 BJ3744
 BJ3744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3744!SPC LA S     -   1.00000346  x   0.99992613  =   0.99992959
 BJ3744!UTM  15      -   1.00000346  x   1.00029381  =   1.00029727
 BJ3744
 BJ3744                          SUPERSEDED SURVEY CONTROL
 BJ3744
 BJ3744  NAD 83(1992)-  30 03 03.39113(N)    090 32 25.69653(W) AD(       ) B
 BJ3744  ELLIP H (05/09/05)  -21.95   (m)                       GP(       ) 4 2
 BJ3744  NAVD 88 (02/14/94)    4.482  (m)           14.70   (f) READJUSTED  3  
 BJ3744
 BJ3744.Superseded values are not recommended for survey control.
 BJ3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3744.See file dsdata.txt to determine how the superseded data were derived.
 BJ3744
 BJ3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3713126980(NAD 83)
 BJ3744_MARKER: I = METAL ROD
 BJ3744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3744_SP_SET: STAINLESS STEEL ROD
 BJ3744_STAMPING: S 379 1986
 BJ3744_MARK LOGO: NGS   
 BJ3744_PROJECTION: RECESSED 10 CENTIMETERS
 BJ3744_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ3744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3744+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 BJ3744_ROD/PIPE-DEPTH: 15.8 meters
 BJ3744
 BJ3744  HISTORY     - Date     Condition        Report By
 BJ3744  HISTORY     - 1986     MONUMENTED       NGS
 BJ3744  HISTORY     - 20010307 GOOD             JCLS
 BJ3744  HISTORY     - 20021119 GOOD             3001
 BJ3744  HISTORY     - 20040503 GOOD             NGS
 BJ3744  HISTORY     - 20040726 GOOD             JCLS
 BJ3744  HISTORY     - 20040726 GOOD             JCLS
 BJ3744
 BJ3744                          STATION DESCRIPTION
 BJ3744
 BJ3744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3744'5.3 KM (3.3 MI) WEST FROM LAPLACE.
 BJ3744'5.3 KM (3.3 MILES) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 BJ3744'STATE HIGHWAY 48 IN LAPLACE TO THE MARK ON THE LEFT IN THE MIDDLE OF
 BJ3744'AN S-CURVE IN THE HIGHWAY.  IT IS 10.97 METERS (36.0 FT) SOUTHWEST OF
 BJ3744'THE CENTERLINE OF THE HIGHWAY AND 0.55 METERS (1.8 FT) NORTHWEST OF A
 BJ3744'BRACE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 BJ3744'CAP.
 BJ3744'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 BJ3744'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3744
 BJ3744                          STATION RECOVERY (2001)
 BJ3744
 BJ3744'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BJ3744'RECOVERED IN GOOD CONDITION.
 BJ3744
 BJ3744                          STATION RECOVERY (2002)
 BJ3744
 BJ3744'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ3744'THE STATION IS LOCATED IN LAPLACE 12.2 MILES NORTHWEST OF THE LULING
 BJ3744'BRIDGE, OVER  MISSISSIPPI RIVER, 9 MILES EAST OF GRAMERCY, 4.6 MILES
 BJ3744'DUE SOUTH OF I-10.
 BJ3744' 
 BJ3744'OWNERSHIP-  RIGHT OF WAY
 BJ3744' 
 BJ3744'TO REACH THE STATION FROM THE INTERSECTION OF HWY 48 AND HWY 44 IN
 BJ3744'LAPLACE, GO WEST ON  HWY 44 FOR 3.3 MILES TO MARK ON LEFT IN CURVE AND
 BJ3744'ACROSS STREET FROM A FURNITURE STORE  AND JUST WEST OF BIENVENU ROAD.
 BJ3744' 
 BJ3744'THE STATION IS 36.6 FEET SOUTH OF CENTERLINE OF HWY 44, 13.7 FEET
 BJ3744'NORTH OF GUY WIRE FOR  BRACE POLE, 1 FOOT NORTHWEST OF A BRACE POLE.
 BJ3744'STATION IS A STAINLESS ROD DRIVEN 15.8  METERS INTO GROUND WITH ACCESS
 BJ3744'COVER TO ROD.
 BJ3744
 BJ3744                          STATION RECOVERY (2004)
 BJ3744
 BJ3744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BJ3744'THE STATION IS LOCATED ABOUT 0.7 MI SOUTHEAST OF RESERVE ALONG STATE
 BJ3744'HIGHWAY RIGHT OF WAY.
 BJ3744' 
 BJ3744'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 44, 53,
 BJ3744'AND 640 IN RESERVE, GO  SOUTHEASTERLY FOR 0.7 MI ALONG HIGHWAY 44 TO
 BJ3744'THE STATION ON THE RIGHT, THE STELL FURNITURE  STORE ON LEFT, JUST
 BJ3744'BEFORE REACHING A REVERSE GRAVEL DRIVE ON THE RIGHT LEADING TO THE
 BJ3744'LEVEE  ROAD.
 BJ3744' 
 BJ3744'THE STATION IS LOCATED 118.0 FT NORTH FROM THE INTERSECTION OF THE
 BJ3744'CENTER OF THE GRAVEL DRIVE  AND THE CENTER OF A LEVEE ROAD, 37.0 FT
 BJ3744'SOUTH OF THE CENTER OF THE HIGHWAY, AND 1.0 FT WEST FROM  A BRACE POLE
 BJ3744'WITH A WITNESS SIGN ATTACHED.
 BJ3744
 BJ3744                          STATION RECOVERY (2004)
 BJ3744
 BJ3744'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 BJ3744'RECOVERED IN GOOD CONDITION.
 BJ3744
 BJ3744                          STATION RECOVERY (2004)
 BJ3744
 BJ3744'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 BJ3744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1602 ***********************************************************************
 CQ1602  DESIGNATION -  S 38
 CQ1602  PID         -  CQ1602
 CQ1602  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1602  USGS QUAD   -  CHESTNUT (1986)
 CQ1602
 CQ1602                         *CURRENT SURVEY CONTROL
 CQ1602  ___________________________________________________________________
 CQ1602* NAD 83(1986)-  32 04 13.     (N)    093 01 18.     (W)     SCALED    
 CQ1602* NAVD 88     -        75.79   (+/-2cm)     248.7    (feet)  VERTCON   
 CQ1602  ___________________________________________________________________
 CQ1602  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1602
 CQ1602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1602
 CQ1602.The horizontal coordinates were scaled from a topographic map and have
 CQ1602.an estimated accuracy of +/- 6 seconds.
 CQ1602
 CQ1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1602.The vertical order pertains to the NGVD 29 superseded value.
 CQ1602
 CQ1602.The geoid height was determined by GEOID03.
 CQ1602
 CQ1602;                    North         East    Units  Estimated Accuracy
 CQ1602;SPC LA N     -   174,220.      950,750.      MT  (+/- 180 meters Scaled)
 CQ1602
 CQ1602                          SUPERSEDED SURVEY CONTROL
 CQ1602
 CQ1602  NGVD 29 (??/??/??)   75.839  (m)          248.82   (f) ADJUSTED    2 0
 CQ1602
 CQ1602.Superseded values are not recommended for survey control.
 CQ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1602.See file dsdata.txt to determine how the superseded data were derived.
 CQ1602
 CQ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR979482(NAD 83)
 CQ1602_MARKER: DB = BENCH MARK DISK
 CQ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1602_STAMPING: S 38 1934
 CQ1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1602+STABILITY: SURFACE MOTION
 CQ1602
 CQ1602  HISTORY     - Date     Condition        Report By
 CQ1602  HISTORY     - 1934     MONUMENTED       CGS
 CQ1602  HISTORY     - 1938     GOOD             LOCSUR
 CQ1602  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1602
 CQ1602                          STATION DESCRIPTION
 CQ1602
 CQ1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1602'1.0 MI W FROM CHESTNUT.
 CQ1602'ABOUT 1.0 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1602'THE STATION AT CHESTNUT, NATCHITOCHES PARISH, ABOUT 5 POLES SOUTHEAST
 CQ1602'OF MILEPOST 121, ABOUT 360 FEET NORTHWEST OF A YARD-LIMIT SIGN, AND 38
 CQ1602'FEET NORTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED S 38 1934 AND
 CQ1602'SET IN THE TOP OF A CONCRETE POST.
 CQ1602
 CQ1602                          STATION RECOVERY (1938)
 CQ1602
 CQ1602'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 CQ1602'RECOVERED IN GOOD CONDITION.
 CQ1602
 CQ1602                          STATION RECOVERY (1982)
 CQ1602
 CQ1602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3727 ***********************************************************************
 BJ3727  DESIGNATION -  S 381
 BJ3727  PID         -  BJ3727
 BJ3727  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3727  USGS QUAD   -  HAMMOND (1994)
 BJ3727
 BJ3727                         *CURRENT SURVEY CONTROL
 BJ3727  ___________________________________________________________________
 BJ3727* NAD 83(1986)-  30 30 44.     (N)    090 23 52.     (W)     SCALED    
 BJ3727* NAVD 88     -        12.502  (meters)      41.02   (feet)  ADJUSTED  
 BJ3727  ___________________________________________________________________
 BJ3727  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3727  DYNAMIC HT  -          12.485 (meters)      40.96  (feet)  COMP
 BJ3727  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BJ3727
 BJ3727  VERT ORDER  -  FIRST     CLASS II
 BJ3727
 BJ3727.The horizontal coordinates were scaled from a topographic map and have
 BJ3727.an estimated accuracy of +/- 6 seconds.
 BJ3727
 BJ3727.The orthometric height was determined by differential leveling
 BJ3727.and adjusted by the National Geodetic Survey in February 1994..
 BJ3727
 BJ3727.The geoid height was determined by GEOID03.
 BJ3727
 BJ3727.The dynamic height is computed by dividing the NAVD 88
 BJ3727.geopotential number by the normal gravity value computed on the
 BJ3727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3727.degrees latitude (g = 980.6199 gals.).
 BJ3727
 BJ3727.The modeled gravity was interpolated from observed gravity values.
 BJ3727
 BJ3727;                    North         East    Units  Estimated Accuracy
 BJ3727;SPC LA S     -   223,410.    1,089,800.      MT  (+/- 180 meters Scaled)
 BJ3727
 BJ3727                          SUPERSEDED SURVEY CONTROL
 BJ3727
 BJ3727.No superseded survey control is available for this station.
 BJ3727
 BJ3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP497784(NAD 83)
 BJ3727_MARKER: I = METAL ROD
 BJ3727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3727_SP_SET: STAINLESS STEEL ROD
 BJ3727_STAMPING: S 381 1986
 BJ3727_MARK LOGO: NGS   
 BJ3727_PROJECTION: FLUSH
 BJ3727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3727_ROD/PIPE-DEPTH: 14.6 meters
 BJ3727
 BJ3727  HISTORY     - Date     Condition        Report By
 BJ3727  HISTORY     - 1986     MONUMENTED       NGS
 BJ3727
 BJ3727                          STATION DESCRIPTION
 BJ3727
 BJ3727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3727'6.3 KM (3.9 MI) NE FROM HAMMOND.
 BJ3727'6.3 KM (3.9 MI) NORTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3727'U.S. HIGHWAY BUSINESS 51 SOUTH IN HAMMOND TO THE INTERSECTION OF
 BJ3727'PARISH ROAD NUMBER 43 (SOUTH COBURN ROAD) AND COBURN ROAD IN COBURN
 BJ3727'AND THE MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 BJ3727'IT IS 17.55 METERS (57.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BJ3727'27.28 METERS (89.5 FT) EAST OF THE CENTER OF PARISH ROAD NUMBER 43,
 BJ3727'1.04 METERS (3.4 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AND 0.64 METERS
 BJ3727'(2.1 FT) NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER PROJECTING
 BJ3727'0.61 METERS (2.0 FT) ABOVE GROUND LEVEL.  NOTE--ACCESS TO DATUM POINT
 BJ3727'IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3727'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1595 ***********************************************************************
 CQ1595  DESIGNATION -  S 40
 CQ1595  PID         -  CQ1595
 CQ1595  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1595  USGS QUAD   -  CHESTNUT (1986)
 CQ1595
 CQ1595                         *CURRENT SURVEY CONTROL
 CQ1595  ___________________________________________________________________
 CQ1595* NAD 83(1986)-  32 03 04.     (N)    093 04 22.     (W)     SCALED    
 CQ1595* NAVD 88     -        60.06   (+/-2cm)     197.0    (feet)  VERTCON   
 CQ1595  ___________________________________________________________________
 CQ1595  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1595
 CQ1595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1595
 CQ1595.The horizontal coordinates were scaled from a topographic map and have
 CQ1595.an estimated accuracy of +/- 6 seconds.
 CQ1595
 CQ1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1595.The vertical order pertains to the NGVD 29 superseded value.
 CQ1595
 CQ1595.The geoid height was determined by GEOID03.
 CQ1595
 CQ1595;                    North         East    Units  Estimated Accuracy
 CQ1595;SPC LA N     -   172,120.      945,910.      MT  (+/- 180 meters Scaled)
 CQ1595
 CQ1595                          SUPERSEDED SURVEY CONTROL
 CQ1595
 CQ1595  NGVD 29 (??/??/??)   60.108  (m)          197.20   (f) ADJUSTED    2 0
 CQ1595
 CQ1595.Superseded values are not recommended for survey control.
 CQ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1595.See file dsdata.txt to determine how the superseded data were derived.
 CQ1595
 CQ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR931461(NAD 83)
 CQ1595_MARKER: DB = BENCH MARK DISK
 CQ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1595_STAMPING: S 40 1934
 CQ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1595+STABILITY: SURFACE MOTION
 CQ1595
 CQ1595  HISTORY     - Date     Condition        Report By
 CQ1595  HISTORY     - 1934     MONUMENTED       CGS
 CQ1595  HISTORY     - 1943     GOOD             LOCSUR
 CQ1595  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1595
 CQ1595                          STATION DESCRIPTION
 CQ1595
 CQ1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1595'4.2 MI NW FROM CHESTNUT.
 CQ1595'ABOUT 4.2 MILES WEST ALONG STATE HIGHWAY 9 FROM THE LOUISIANA AND
 CQ1595'ARKANSAS RAILWAY STATION AT CHESTNUT, NATCHITOCHES PARISH, AT A CURVE
 CQ1595'AT THE TOP OF A HILL, 40 FEET NORTH OF THE HIGHWAY, AT THE EDGE OF A
 CQ1595'PINE FOREST.  A STANDARD DISK, STAMPED S 40 1934 AND SET IN THE TOP OF
 CQ1595'A CONCRETE POST.  NOTE-- REFERENCE TO 1937 HIGHWAY MAPS INDICATES THAT
 CQ1595'THIS MARK IS ON COUNTY ROAD 1698, ABOUT 1-1/2 MILES SOUTHWEST OF THE
 CQ1595'JUNCTION OF STATE HIGHWAY 9.
 CQ1595
 CQ1595                          STATION RECOVERY (1943)
 CQ1595
 CQ1595'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1595'RECOVERED IN GOOD CONDITION.
 CQ1595
 CQ1595                          STATION RECOVERY (1982)
 CQ1595
 CQ1595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0122 ***********************************************************************
 BX0122  DESIGNATION -  S 41
 BX0122  PID         -  BX0122
 BX0122  STATE/COUNTY-  LA/GRANT
 BX0122  USGS QUAD   -  GEORGETOWN (1984)
 BX0122
 BX0122                         *CURRENT SURVEY CONTROL
 BX0122  ___________________________________________________________________
 BX0122* NAD 83(1986)-  31 45 51.     (N)    092 22 32.     (W)     SCALED    
 BX0122* NAVD 88     -        25.09   (+/-2cm)      82.3    (feet)  VERTCON   
 BX0122  ___________________________________________________________________
 BX0122  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0122
 BX0122  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0122
 BX0122.The horizontal coordinates were scaled from a topographic map and have
 BX0122.an estimated accuracy of +/- 6 seconds.
 BX0122
 BX0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0122.The vertical order pertains to the NGVD 29 superseded value.
 BX0122
 BX0122.The geoid height was determined by GEOID03.
 BX0122
 BX0122;                    North         East    Units  Estimated Accuracy
 BX0122;SPC LA N     -   140,170.    1,011,790.      MT  (+/- 180 meters Scaled)
 BX0122
 BX0122                          SUPERSEDED SURVEY CONTROL
 BX0122
 BX0122  NGVD 29 (??/??/??)   25.097  (m)           82.34   (f) ADJUSTED    1 2
 BX0122
 BX0122.Superseded values are not recommended for survey control.
 BX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0122.See file dsdata.txt to determine how the superseded data were derived.
 BX0122
 BX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR591144(NAD 83)
 BX0122_MARKER: DB = BENCH MARK DISK
 BX0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0122_STAMPING: S 41 1935
 BX0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0122+STABILITY: SURFACE MOTION
 BX0122
 BX0122  HISTORY     - Date     Condition        Report By
 BX0122  HISTORY     - 1935     MONUMENTED       CGS
 BX0122
 BX0122                          STATION DESCRIPTION
 BX0122
 BX0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0122'0.7 MI SE FROM GEORGETOWN.
 BX0122'0.7 MI SE OF STATION ALONG THE L AND A R R 22 FEET S OF CENTER OF
 BX0122'TRACK.  35 FEET E OF MILEPOST 170.  180 YARDS E OF A SMALL FREIGHT
 BX0122'HOUSE.  130 YARDS E OF A RAILWAY SWITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1893 ***********************************************************************
 CQ1893  DESIGNATION -  S 42
 CQ1893  PID         -  CQ1893
 CQ1893  STATE/COUNTY-  LA/BOSSIER
 CQ1893  USGS QUAD   -  HUGHES (1981)
 CQ1893
 CQ1893                         *CURRENT SURVEY CONTROL
 CQ1893  ___________________________________________________________________
 CQ1893* NAD 83(1986)-  32 49 09.     (N)    093 41 54.     (W)     SCALED    
 CQ1893* NAVD 88     -        72.242  (meters)     237.01   (feet)  ADJUSTED  
 CQ1893  ___________________________________________________________________
 CQ1893  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ1893  DYNAMIC HT  -          72.161 (meters)     236.75  (feet)  COMP
 CQ1893  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 CQ1893
 CQ1893  VERT ORDER  -  FIRST     CLASS II
 CQ1893
 CQ1893.The horizontal coordinates were scaled from a topographic map and have
 CQ1893.an estimated accuracy of +/- 6 seconds.
 CQ1893
 CQ1893.The orthometric height was determined by differential leveling
 CQ1893.and adjusted by the National Geodetic Survey in June 1991..
 CQ1893
 CQ1893.The geoid height was determined by GEOID03.
 CQ1893
 CQ1893.The dynamic height is computed by dividing the NAVD 88
 CQ1893.geopotential number by the normal gravity value computed on the
 CQ1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1893.degrees latitude (g = 980.6199 gals.).
 CQ1893
 CQ1893.The modeled gravity was interpolated from observed gravity values.
 CQ1893
 CQ1893;                    North         East    Units  Estimated Accuracy
 CQ1893;SPC LA N     -   257,770.      887,780.      MT  (+/- 180 meters Scaled)
 CQ1893
 CQ1893                          SUPERSEDED SURVEY CONTROL
 CQ1893
 CQ1893  NGVD 29 (??/??/??)   72.312  (m)          237.24   (f) ADJUSTED    1 2
 CQ1893
 CQ1893.Superseded values are not recommended for survey control.
 CQ1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1893.See file dsdata.txt to determine how the superseded data were derived.
 CQ1893
 CQ1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS346314(NAD 83)
 CQ1893_MARKER: DB = BENCH MARK DISK
 CQ1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1893_STAMPING: S 42 1935
 CQ1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1893+STABILITY: SURFACE MOTION
 CQ1893
 CQ1893  HISTORY     - Date     Condition        Report By
 CQ1893  HISTORY     - 1935     MONUMENTED       CGS
 CQ1893  HISTORY     - 1961     GOOD             CGS
 CQ1893
 CQ1893                          STATION DESCRIPTION
 CQ1893
 CQ1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ1893'6 MI S FROM PLAIN DEALING.
 CQ1893'6.0 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILROAD FROM THE STATION
 CQ1893'AT PLAIN DEALING, 5 POLES SOUTH OF MILEPOST 428, AT A PRIVATE ROAD
 CQ1893'CROSSING, 44 FEET EAST OF EAST RAIL, 24 FEET NORTH OF THE CENTER LINE
 CQ1893'OF ROAD, 0.7 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ1893'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1306 ***********************************************************************
 CQ1306  DESIGNATION -  S 47
 CQ1306  PID         -  CQ1306
 CQ1306  STATE/COUNTY-  LA/CLAIBORNE
 CQ1306  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ1306
 CQ1306                         *CURRENT SURVEY CONTROL
 CQ1306  ___________________________________________________________________
 CQ1306* NAD 83(1986)-  32 58 14.     (N)    093 06 18.     (W)     SCALED    
 CQ1306* NAVD 88     -        86.276  (meters)     283.06   (feet)  ADJUSTED  
 CQ1306  ___________________________________________________________________
 CQ1306  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1306  DYNAMIC HT  -          86.181 (meters)     282.75  (feet)  COMP
 CQ1306  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 CQ1306
 CQ1306  VERT ORDER  -  SECOND    CLASS 0
 CQ1306
 CQ1306.The horizontal coordinates were scaled from a topographic map and have
 CQ1306.an estimated accuracy of +/- 6 seconds.
 CQ1306
 CQ1306.The orthometric height was determined by differential leveling
 CQ1306.and adjusted by the National Geodetic Survey in June 1991..
 CQ1306
 CQ1306.The geoid height was determined by GEOID03.
 CQ1306
 CQ1306.The dynamic height is computed by dividing the NAVD 88
 CQ1306.geopotential number by the normal gravity value computed on the
 CQ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1306.degrees latitude (g = 980.6199 gals.).
 CQ1306
 CQ1306.The modeled gravity was interpolated from observed gravity values.
 CQ1306
 CQ1306;                    North         East    Units  Estimated Accuracy
 CQ1306;SPC LA N     -   274,100.      943,440.      MT  (+/- 180 meters Scaled)
 CQ1306
 CQ1306                          SUPERSEDED SURVEY CONTROL
 CQ1306
 CQ1306  NGVD 29 (??/??/??)   86.348  (m)          283.29   (f) ADJUSTED    2 0
 CQ1306
 CQ1306.Superseded values are not recommended for survey control.
 CQ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1306.See file dsdata.txt to determine how the superseded data were derived.
 CQ1306
 CQ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS901480(NAD 83)
 CQ1306_MARKER: DB = BENCH MARK DISK
 CQ1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1306_STAMPING: S 47 1934
 CQ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1306+STABILITY: SURFACE MOTION
 CQ1306
 CQ1306  HISTORY     - Date     Condition        Report By
 CQ1306  HISTORY     - 1934     MONUMENTED       CGS
 CQ1306  HISTORY     - 1951     MARK NOT FOUND   CGS
 CQ1306
 CQ1306                          STATION DESCRIPTION
 CQ1306
 CQ1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CQ1306'2.3 MI E FROM HAYNESVILLE.
 CQ1306'2.3 MILES EAST ALONG STATE HWY 70 AND 36 FEET SOUTHEAST OF THE CENTER
 CQ1306'OF THE HIGHWAY.  4 FEET NORTHEAST OF A WOOD SWINGING GATE.  5 FEET
 CQ1306'SOUTHEAST OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0938 ***********************************************************************
 CQ0938  DESIGNATION -  S 48
 CQ0938  PID         -  CQ0938
 CQ0938  STATE/COUNTY-  LA/JACKSON
 CQ0938  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ0938
 CQ0938                         *CURRENT SURVEY CONTROL
 CQ0938  ___________________________________________________________________
 CQ0938* NAD 83(1986)-  32 14 25.     (N)    092 43 00.     (W)     SCALED    
 CQ0938* NAVD 88     -        72.80   (+/-2cm)     238.8    (feet)  VERTCON   
 CQ0938  ___________________________________________________________________
 CQ0938  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0938
 CQ0938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0938
 CQ0938.The horizontal coordinates were scaled from a topographic map and have
 CQ0938.an estimated accuracy of +/- 6 seconds.
 CQ0938
 CQ0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0938.The vertical order pertains to the NGVD 29 superseded value.
 CQ0938
 CQ0938.The geoid height was determined by GEOID03.
 CQ0938
 CQ0938;                    North         East    Units  Estimated Accuracy
 CQ0938;SPC LA N     -   192,980.      979,580.      MT  (+/- 180 meters Scaled)
 CQ0938
 CQ0938                          SUPERSEDED SURVEY CONTROL
 CQ0938
 CQ0938  NGVD 29 (??/??/??)   72.845  (m)          238.99   (f) ADJUSTED    2 0
 CQ0938
 CQ0938.Superseded values are not recommended for survey control.
 CQ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0938.See file dsdata.txt to determine how the superseded data were derived.
 CQ0938
 CQ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR266671(NAD 83)
 CQ0938_MARKER: DB = BENCH MARK DISK
 CQ0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0938_SP_SET: BUILDING
 CQ0938_STAMPING: S 48 1934
 CQ0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0938
 CQ0938  HISTORY     - Date     Condition        Report By
 CQ0938  HISTORY     - 1934     MONUMENTED       CGS
 CQ0938  HISTORY     - 1935     GOOD             CGS
 CQ0938  HISTORY     - 1944     MARK NOT FOUND   LOCSUR
 CQ0938
 CQ0938                          STATION DESCRIPTION
 CQ0938
 CQ0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0938'IN JONESBORO.
 CQ0938'SET HORIZONTAL ON THE EAST END OF THE FIRST CONCRETE STEP OF THE NORTH
 CQ0938'ENTRANCE TO THE JACKSON PARISH COURTHOUSE.  NOTE-- COURTHOUSE WAS
 CQ0938'DESTROYED BY AN EXPLOSION IN 1936.
 CQ0938
 CQ0938                          STATION RECOVERY (1944)
 CQ0938
 CQ0938'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 CQ0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0541 ***********************************************************************
 CQ0541  DESIGNATION -  S 49
 CQ0541  PID         -  CQ0541
 CQ0541  STATE/COUNTY-  LA/JACKSON
 CQ0541  USGS QUAD   -  CHATHAM (1982)
 CQ0541
 CQ0541                         *CURRENT SURVEY CONTROL
 CQ0541  ___________________________________________________________________
 CQ0541* NAD 83(1986)-  32 19 58.     (N)    092 25 01.     (W)     SCALED    
 CQ0541* NAVD 88     -        60.24   (+/-2cm)     197.6    (feet)  VERTCON   
 CQ0541  ___________________________________________________________________
 CQ0541  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CQ0541
 CQ0541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0541
 CQ0541.The horizontal coordinates were scaled from a topographic map and have
 CQ0541.an estimated accuracy of +/- 6 seconds.
 CQ0541
 CQ0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0541.The vertical order pertains to the NGVD 29 superseded value.
 CQ0541
 CQ0541.The geoid height was determined by GEOID03.
 CQ0541
 CQ0541;                    North         East    Units  Estimated Accuracy
 CQ0541;SPC LA N     -   203,210.    1,007,820.      MT  (+/- 180 meters Scaled)
 CQ0541
 CQ0541                          SUPERSEDED SURVEY CONTROL
 CQ0541
 CQ0541  NGVD 29 (??/??/??)   60.279  (m)          197.77   (f) ADJUSTED    2 0
 CQ0541
 CQ0541.Superseded values are not recommended for survey control.
 CQ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0541.See file dsdata.txt to determine how the superseded data were derived.
 CQ0541
 CQ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR548774(NAD 83)
 CQ0541_MARKER: DB = BENCH MARK DISK
 CQ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0541_STAMPING: S 49 1935
 CQ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0541+STABILITY: SURFACE MOTION
 CQ0541
 CQ0541  HISTORY     - Date     Condition        Report By
 CQ0541  HISTORY     - 1935     MONUMENTED       CGS
 CQ0541  HISTORY     - 1953     MARK NOT FOUND   CGS
 CQ0541
 CQ0541                          STATION DESCRIPTION
 CQ0541
 CQ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0541'2.6 MI NE FROM CHATHAM.
 CQ0541'2.6 MILES N.E. OF AND ALONG TREMONT AND GULF R.R. ABOUT 350 YARDS S.W.
 CQ0541'OF MILE POLE 14, 56 FEET EAST OF A R.R. CROSSING, AND 35 FEET S.E. OF
 CQ0541'CENTER OF TRACK.  NOTE-- THERE HAS BEEN DITCH CONSTRUCTION ALONG THE
 CQ0541'RR AT THIS POINT.  MARK IS EITHER DESTROYED OR COVERED WITH DIRT.
 CQ0541
 CQ0541                          STATION RECOVERY (1953)
 CQ0541
 CQ0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 CQ0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0229 ***********************************************************************
 CQ0229  DESIGNATION -  S 58
 CQ0229  PID         -  CQ0229
 CQ0229  STATE/COUNTY-  LA/UNION
 CQ0229  USGS QUAD   -  MARION EAST (1988)
 CQ0229
 CQ0229                         *CURRENT SURVEY CONTROL
 CQ0229  ___________________________________________________________________
 CQ0229* NAD 83(1986)-  32 57 39.     (N)    092 14 07.     (W)     SCALED    
 CQ0229* NAVD 88     -        36.63   (+/-2cm)     120.2    (feet)  VERTCON   
 CQ0229  ___________________________________________________________________
 CQ0229  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ0229
 CQ0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0229
 CQ0229.The horizontal coordinates were scaled from a topographic map and have
 CQ0229.an estimated accuracy of +/- 6 seconds.
 CQ0229
 CQ0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0229.The vertical order pertains to the NGVD 29 superseded value.
 CQ0229
 CQ0229.The geoid height was determined by GEOID03.
 CQ0229
 CQ0229;                    North         East    Units  Estimated Accuracy
 CQ0229;SPC LA N     -   272,890.    1,024,750.      MT  (+/- 180 meters Scaled)
 CQ0229
 CQ0229                          SUPERSEDED SURVEY CONTROL
 CQ0229
 CQ0229  NGVD 29 (??/??/??)   36.719  (m)          120.47   (f) ADJUSTED    2 0
 CQ0229
 CQ0229.Superseded values are not recommended for survey control.
 CQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0229.See file dsdata.txt to determine how the superseded data were derived.
 CQ0229
 CQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS714472(NAD 83)
 CQ0229_MARKER: DB = BENCH MARK DISK
 CQ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0229_STAMPING: S 58 1934
 CQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0229+STABILITY: SURFACE MOTION
 CQ0229
 CQ0229  HISTORY     - Date     Condition        Report By
 CQ0229  HISTORY     - 1934     MONUMENTED       CGS
 CQ0229  HISTORY     - 1963     GOOD             CGS
 CQ0229  HISTORY     - 1983     MARK NOT FOUND   USGS
 CQ0229
 CQ0229                          STATION DESCRIPTION
 CQ0229
 CQ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0229'3.2 MI SW FROM LITRO.
 CQ0229'3.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0229'STATION AT LITRO, UNION PARISH, NEAR THE CECIL STATION, AT THE
 CQ0229'CROSSING OF STATE HIGHWAY 156, 49 FEET SOUTH OF THE CENTERLINE OF THE
 CQ0229'TRACK, AND AT A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED S
 CQ0229'58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ0229
 CQ0229                          STATION RECOVERY (1963)
 CQ0229
 CQ0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 CQ0229'RECOVERED IN GOOD CONDITION.
 CQ0229
 CQ0229                          STATION RECOVERY (1983)
 CQ0229
 CQ0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CQ0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0016 ***********************************************************************
 BK0016  DESIGNATION -  S 59
 BK0016  PID         -  BK0016
 BK0016  STATE/COUNTY-  LA/AVOYELLES
 BK0016  USGS QUAD   -  BUNKIE (1992)
 BK0016
 BK0016                         *CURRENT SURVEY CONTROL
 BK0016  ___________________________________________________________________
 BK0016* NAD 83(1986)-  30 54 45.     (N)    092 13 10.     (W)     SCALED    
 BK0016* NAVD 88     -        16.90   (+/-2cm)      55.4    (feet)  VERTCON   
 BK0016  ___________________________________________________________________
 BK0016  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK0016
 BK0016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0016
 BK0016.The horizontal coordinates were scaled from a topographic map and have
 BK0016.an estimated accuracy of +/- 6 seconds.
 BK0016
 BK0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0016.The vertical order pertains to the NGVD 29 superseded value.
 BK0016
 BK0016.The geoid height was determined by GEOID03.
 BK0016
 BK0016;                    North         East    Units  Estimated Accuracy
 BK0016;SPC LA N     -    45,770.    1,026,820.      MT  (+/- 180 meters Scaled)
 BK0016
 BK0016                          SUPERSEDED SURVEY CONTROL
 BK0016
 BK0016  NGVD 29 (??/??/??)   16.874  (m)           55.36   (f) ADJUSTED    2 0
 BK0016
 BK0016.Superseded values are not recommended for survey control.
 BK0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0016.See file dsdata.txt to determine how the superseded data were derived.
 BK0016
 BK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ745201(NAD 83)
 BK0016_MARKER: DB = BENCH MARK DISK
 BK0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0016_STAMPING: S 59 1935
 BK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0016+STABILITY: SURFACE MOTION
 BK0016
 BK0016  HISTORY     - Date     Condition        Report By
 BK0016  HISTORY     - 1935     MONUMENTED       CGS
 BK0016
 BK0016                          STATION DESCRIPTION
 BK0016
 BK0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0016'4.0 MI SW FROM BUNKIE.
 BK0016'4.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM BUNKIE,
 BK0016'AVOYELLES PARISH, AT THE JUNCTION OF THE MAIN LINE AND THE BRANCH LINE
 BK0016'LEADING TO EUNICE, 52 FEET NORTHEAST OF THE MAIN-LINE TRACK, AND 29
 BK0016'FEET SOUTHEAST OF THE CENTERLINE OF THE BRANCH-LINE TRACK.  A STANDARD
 BK0016'DISK, STAMPED S 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1152 ***********************************************************************
 BX1152  DESIGNATION -  S 67
 BX1152  PID         -  BX1152
 BX1152  STATE/COUNTY-  LA/VERNON
 BX1152  USGS QUAD   -  SIMPSON NORTH (1954)
 BX1152
 BX1152                         *CURRENT SURVEY CONTROL
 BX1152  ___________________________________________________________________
 BX1152* NAD 83(1986)-  31 15 41.     (N)    093 00 34.     (W)     SCALED    
 BX1152* NAVD 88     -        91.29   (+/-2cm)     299.5    (feet)  VERTCON   
 BX1152  ___________________________________________________________________
 BX1152  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX1152
 BX1152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1152
 BX1152.The horizontal coordinates were scaled from a topographic map and have
 BX1152.an estimated accuracy of +/- 6 seconds.
 BX1152
 BX1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1152.The vertical order pertains to the NGVD 29 superseded value.
 BX1152
 BX1152.The geoid height was determined by GEOID03.
 BX1152
 BX1152;                    North         East    Units  Estimated Accuracy
 BX1152;SPC LA N     -    84,530.      951,480.      MT  (+/- 180 meters Scaled)
 BX1152
 BX1152                          SUPERSEDED SURVEY CONTROL
 BX1152
 BX1152  NGVD 29 (??/??/??)   91.333  (m)          299.65   (f) ADJUSTED    2 0
 BX1152
 BX1152.Superseded values are not recommended for survey control.
 BX1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1152.See file dsdata.txt to determine how the superseded data were derived.
 BX1152
 BX1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ991585(NAD 83)
 BX1152_MARKER: DB = BENCH MARK DISK
 BX1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1152_STAMPING: S 67 1935
 BX1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1152+STABILITY: SURFACE MOTION
 BX1152
 BX1152  HISTORY     - Date     Condition        Report By
 BX1152  HISTORY     - 1935     MONUMENTED       CGS
 BX1152  HISTORY     - 1968     GOOD             LADTD
 BX1152  HISTORY     - 19940611 GOOD             USPSQD
 BX1152
 BX1152                          STATION DESCRIPTION
 BX1152
 BX1152'DESCRIBED BY LA TRANSP AND DEV 1968
 BX1152'IN SIMPSON.
 BX1152'LOCATED AT THE SIMPSON SCHOOL.  92 FEET SOUTH OF THE SOUTHEAST CORNER
 BX1152'OF THE NEW SIMPSON HIGH SCHOOL.  3 FEET SOUTH OF A CYCLONE FENCE.  68
 BX1152'FEET SOUTHEAST OF THE EAST BRICK COLUMN AT DRIVEWAY LEADING TO THE
 BX1152'SCHOOL.  66 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 8.  140
 BX1152'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE POST OFFICE AT SIMPSON.
 BX1152'DISK IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  A STEEL
 BX1152'WITNESS POST IS SET 1 FOOT NORTH OF THE MARK.
 BX1152
 BX1152                          STATION RECOVERY (1994)
 BX1152
 BX1152'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1800 ***********************************************************************
 BJ1800  DESIGNATION -  S 75
 BJ1800  PID         -  BJ1800
 BJ1800  STATE/COUNTY-  LA/ST HELENA
 BJ1800  USGS QUAD   -  GREENSBURG (1981)
 BJ1800
 BJ1800                         *CURRENT SURVEY CONTROL
 BJ1800  ___________________________________________________________________
 BJ1800* NAD 83(1986)-  30 49 22.     (N)    090 39 33.     (W)     SCALED    
 BJ1800* NAVD 88     -        53.403  (meters)     175.21   (feet)  ADJUSTED  
 BJ1800  ___________________________________________________________________
 BJ1800  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1800  DYNAMIC HT  -          53.334 (meters)     174.98  (feet)  COMP
 BJ1800  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BJ1800
 BJ1800  VERT ORDER  -  SECOND    CLASS 0
 BJ1800
 BJ1800.The horizontal coordinates were scaled from a topographic map and have
 BJ1800.an estimated accuracy of +/- 6 seconds.
 BJ1800
 BJ1800.The orthometric height was determined by differential leveling
 BJ1800.and adjusted by the National Geodetic Survey in February 1994..
 BJ1800
 BJ1800.The geoid height was determined by GEOID03.
 BJ1800
 BJ1800.The dynamic height is computed by dividing the NAVD 88
 BJ1800.geopotential number by the normal gravity value computed on the
 BJ1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1800.degrees latitude (g = 980.6199 gals.).
 BJ1800
 BJ1800.The modeled gravity was interpolated from observed gravity values.
 BJ1800
 BJ1800;                    North         East    Units  Estimated Accuracy
 BJ1800;SPC LA S     -   257,670.    1,064,510.      MT  (+/- 180 meters Scaled)
 BJ1800
 BJ1800                          SUPERSEDED SURVEY CONTROL
 BJ1800
 BJ1800  NGVD 29 (??/??/??)   53.429  (m)          175.29   (f) ADJUSTED    2 0
 BJ1800
 BJ1800.Superseded values are not recommended for survey control.
 BJ1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1800.See file dsdata.txt to determine how the superseded data were derived.
 BJ1800
 BJ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ239123(NAD 83)
 BJ1800_MARKER: DB = BENCH MARK DISK
 BJ1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1800_STAMPING: S 75 1935
 BJ1800_MARK LOGO: CGS   
 BJ1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1800+STABILITY: SURFACE MOTION
 BJ1800
 BJ1800  HISTORY     - Date     Condition        Report By
 BJ1800  HISTORY     - 1935     MONUMENTED       CGS
 BJ1800  HISTORY     - 1958     GOOD             USGS
 BJ1800  HISTORY     - 1978     MARK NOT FOUND   USGS
 BJ1800  HISTORY     - 1984     GOOD             LADTD
 BJ1800
 BJ1800                          STATION DESCRIPTION
 BJ1800
 BJ1800'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BJ1800'1.0 MI E FROM GREENSBURG.
 BJ1800'1.0 MILE EAST ALONG STATE HWY 10, FROM METHODIST CHURCH IN GREENSBURG,
 BJ1800'ST. HELENA PARISH, 387 FEET IN AN EASTERNLY DIRECTION ALONG LA. HWY 10
 BJ1800'FROM SMALL BRIDGE AND 29 FT S OF HWY, 77 FT EAST AND 19 FT NORTH OF
 BJ1800'WELL AT SITE OF BAPTIST CHURCH (NOW REMOVED), 4 FT NORTH AND 2 FT EAST
 BJ1800'OF A TELEPHONE POLE AND 29 FT S OF C/L OF HWY 10.
 BJ1800
 BJ1800                          STATION RECOVERY (1978)
 BJ1800
 BJ1800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BJ1800'MARK NOT FOUND.
 BJ1800
 BJ1800                          STATION RECOVERY (1984)
 BJ1800
 BJ1800'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1800'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 1.1 KM
 BJ1800'(0.66 MI) EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ1800'GREENSBURG TO THE MARK ON THE RIGHT, 117.95 METERS (387 FEET) IN AN
 BJ1800'EASTERLY DIRECTION ALONG LA 10 FROM A SMALL BRIDGE, 63.09 METERS (207
 BJ1800'FEET) EAST OF CENTER OF GRAVEL DRIVE LEADING TO CEMETARY, 11.28 METERS
 BJ1800'(37 FEET) NORTHWEST OF (2) 36-INCH OAK TREES, 8.8 METERS (29 FEET)
 BJ1800'SOUTH OF THE CENTERLINE OF HIGHWAY 10.
 BJ1800'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ1800'THE MARK IS 0.61 M BELOW HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1251 ***********************************************************************
 BJ1251  DESIGNATION -  S 80
 BJ1251  PID         -  BJ1251
 BJ1251  STATE/COUNTY-  LA/WASHINGTON
 BJ1251  USGS QUAD   -  FRANKLINTON (1983)
 BJ1251
 BJ1251                         *CURRENT SURVEY CONTROL
 BJ1251  ___________________________________________________________________
 BJ1251* NAD 83(1986)-  30 45 43.     (N)    090 10 37.     (W)     SCALED    
 BJ1251* NAVD 88     -        63.42   (+/-2cm)     208.1    (feet)  VERTCON   
 BJ1251  ___________________________________________________________________
 BJ1251  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ1251
 BJ1251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1251
 BJ1251.The horizontal coordinates were scaled from a topographic map and have
 BJ1251.an estimated accuracy of +/- 6 seconds.
 BJ1251
 BJ1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1251.The vertical order pertains to the NGVD 29 superseded value.
 BJ1251
 BJ1251.The geoid height was determined by GEOID03.
 BJ1251
 BJ1251;                    North         East    Units  Estimated Accuracy
 BJ1251;SPC LA S     -   251,290.    1,110,710.      MT  (+/- 180 meters Scaled)
 BJ1251
 BJ1251                          SUPERSEDED SURVEY CONTROL
 BJ1251
 BJ1251  NGVD 29 (??/??/??)   63.511  (m)          208.37   (f) ADJUSTED    2 0
 BJ1251
 BJ1251.Superseded values are not recommended for survey control.
 BJ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1251.See file dsdata.txt to determine how the superseded data were derived.
 BJ1251
 BJ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ702066(NAD 83)
 BJ1251_MARKER: DB = BENCH MARK DISK
 BJ1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1251_STAMPING: S 80 1935 208
 BJ1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1251+STABILITY: SURFACE MOTION
 BJ1251
 BJ1251  HISTORY     - Date     Condition        Report By
 BJ1251  HISTORY     - 1935     MONUMENTED       CGS
 BJ1251  HISTORY     - 1955     GOOD             CGS
 BJ1251
 BJ1251                          STATION DESCRIPTION
 BJ1251
 BJ1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1251'6.65 MI S FROM FRANKLINTON.
 BJ1251'LOCATED 6.65 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE IN
 BJ1251'FRANKLINTON, AT A GRAVELED CROSSROAD ABOUT THE MIDDLE OF A LONG GRADE
 BJ1251'SLOPING SOUTH AND 0.25 MILE NORTH OF THE BRIDGE OVER DANIEL CREEK. IT
 BJ1251'IS 22 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 28 FEET
 BJ1251'WEST OF THE CENTERLINE OF STATE HIGHWAY 34.  THERE IS A POWER LINE
 BJ1251'LEADING NORTHWEST OFF THE MAIN LINE AT THIS CROSSROAD.  IT IS A
 BJ1251'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 BJ1251'AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1252 ***********************************************************************
 BJ1252  DESIGNATION -  S 80 RESET 1961
 BJ1252  PID         -  BJ1252
 BJ1252  STATE/COUNTY-  LA/WASHINGTON
 BJ1252  USGS QUAD   -  FRANKLINTON (1983)
 BJ1252
 BJ1252                         *CURRENT SURVEY CONTROL
 BJ1252  ___________________________________________________________________
 BJ1252* NAD 83(1986)-  30 45 41.     (N)    090 10 38.     (W)     SCALED    
 BJ1252* NAVD 88     -        62.684  (meters)     205.66   (feet)  ADJUSTED  
 BJ1252  ___________________________________________________________________
 BJ1252  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ1252  DYNAMIC HT  -          62.602 (meters)     205.39  (feet)  COMP
 BJ1252  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ1252
 BJ1252  VERT ORDER  -  SECOND    CLASS I
 BJ1252
 BJ1252.The horizontal coordinates were scaled from a topographic map and have
 BJ1252.an estimated accuracy of +/- 6 seconds.
 BJ1252
 BJ1252.The orthometric height was determined by differential leveling
 BJ1252.and adjusted by the National Geodetic Survey in February 1994..
 BJ1252
 BJ1252.The geoid height was determined by GEOID03.
 BJ1252
 BJ1252.The dynamic height is computed by dividing the NAVD 88
 BJ1252.geopotential number by the normal gravity value computed on the
 BJ1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1252.degrees latitude (g = 980.6199 gals.).
 BJ1252
 BJ1252.The modeled gravity was interpolated from observed gravity values.
 BJ1252
 BJ1252;                    North         East    Units  Estimated Accuracy
 BJ1252;SPC LA S     -   251,230.    1,110,690.      MT  (+/- 180 meters Scaled)
 BJ1252
 BJ1252                          SUPERSEDED SURVEY CONTROL
 BJ1252
 BJ1252  NGVD 29 (??/??/??)   62.77   (m)          205.9    (f) RESET       3  
 BJ1252
 BJ1252.Superseded values are not recommended for survey control.
 BJ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1252.See file dsdata.txt to determine how the superseded data were derived.
 BJ1252
 BJ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ702065(NAD 83)
 BJ1252_MARKER: DB = BENCH MARK DISK
 BJ1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1252_STAMPING: S 80 RESET 1961
 BJ1252_MARK LOGO: CGS   
 BJ1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1252+STABILITY: SURFACE MOTION
 BJ1252
 BJ1252  HISTORY     - Date     Condition        Report By
 BJ1252  HISTORY     - 1961     MONUMENTED       CGS
 BJ1252  HISTORY     - 1982     GOOD             LADTD
 BJ1252
 BJ1252                          STATION DESCRIPTION
 BJ1252
 BJ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BJ1252'6.6 MI S FROM FRANKLINTON.
 BJ1252'THIS MARK IS LOCATED 6.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE
 BJ1252'COURTHOUSE AT FRANKLINTON, IN THE SOUTHWEST ANGLE OF A CROSSROADS
 BJ1252'WHERE POWER LINE CROSSES THE HIGHWAY, 77 FEET WEST OF THE CENTERLINE
 BJ1252'OF THE HIGHWAY AT STATION 1229+07, 41 FEET SOUTH OF THE CENTER OF THE
 BJ1252'GRAVELED ROAD LEADING WEST, 13 FEET NORTHWEST OF THE CENTER OF A WOODS
 BJ1252'ROAD, 20 FEET NORTHWEST OF AN 18-INCH PINE TREE, 7.5 FEET SOUTHEAST OF
 BJ1252'A 12-INCH PINE TREE AND ON LINE BETWEEN THE TWO TREES, AND 1 FOOT
 BJ1252'SOUTH OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED S 80 RESET
 BJ1252'1961, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3
 BJ1252'INCHES ABOVE THE GROUND.
 BJ1252
 BJ1252                          STATION RECOVERY (1982)
 BJ1252
 BJ1252'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0517 ***********************************************************************
 BJ0517  DESIGNATION -  S 909
 BJ0517  PID         -  BJ0517
 BJ0517  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0517  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0517
 BJ0517                         *CURRENT SURVEY CONTROL
 BJ0517  ___________________________________________________________________
 BJ0517* NAD 83(1986)-  30 30 26.     (N)    091 11 09.     (W)     SCALED    
 BJ0517* NAVD 88     -        16.670  (meters)      54.69   (feet)  ADJUSTED  
 BJ0517  ___________________________________________________________________
 BJ0517  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0517  DYNAMIC HT  -          16.648 (meters)      54.62  (feet)  COMP
 BJ0517  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ0517
 BJ0517  VERT ORDER  -  FIRST     CLASS I
 BJ0517
 BJ0517.The horizontal coordinates were scaled from a topographic map and have
 BJ0517.an estimated accuracy of +/- 6 seconds.
 BJ0517
 BJ0517.The orthometric height was determined by differential leveling
 BJ0517.and adjusted by the National Geodetic Survey in February 1994..
 BJ0517
 BJ0517.The geoid height was determined by GEOID03.
 BJ0517
 BJ0517.The dynamic height is computed by dividing the NAVD 88
 BJ0517.geopotential number by the normal gravity value computed on the
 BJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0517.degrees latitude (g = 980.6199 gals.).
 BJ0517
 BJ0517.The modeled gravity was interpolated from observed gravity values.
 BJ0517
 BJ0517;                    North         East    Units  Estimated Accuracy
 BJ0517;SPC LA S     -   222,500.    1,014,160.      MT  (+/- 180 meters Scaled)
 BJ0517
 BJ0517                          SUPERSEDED SURVEY CONTROL
 BJ0517
 BJ0517  NGVD 29 (??/??/??)   16.656  (m)           54.65   (f) ADJUSTED    1 1
 BJ0517
 BJ0517.Superseded values are not recommended for survey control.
 BJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0517.See file dsdata.txt to determine how the superseded data were derived.
 BJ0517
 BJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP740763(NAD 83)
 BJ0517_MARKER: DB = BENCH MARK DISK
 BJ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0517_SP_SET: CONCRETE POST
 BJ0517_STAMPING: W37.LI S909
 BJ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0517+STABILITY: SURFACE MOTION
 BJ0517
 BJ0517  HISTORY     - Date     Condition        Report By
 BJ0517  HISTORY     - 1976     MONUMENTED       NGS
 BJ0517
 BJ0517                          STATION DESCRIPTION
 BJ0517
 BJ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0517'IN BATON ROUGE.
 BJ0517'LOCATED IN LAWN NEAR THE NORTH GATE OF THE KAISER ALUMINUM PLANT. 94
 BJ0517'FEET SOUTH OF CENTER LINE OF WEST BOUND LANE OF US HIGHWAY 190, 44
 BJ0517'FEET NORTH OF CENTER OF NORTH ENTRANCE TO THE PLANT, 46 FEET WEST OF A
 BJ0517'KAISER PLANT SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1950 ***********************************************************************
 BJ1950  DESIGNATION -  S 94
 BJ1950  PID         -  BJ1950
 BJ1950  STATE/COUNTY-  LA/IBERVILLE
 BJ1950  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1950
 BJ1950                         *CURRENT SURVEY CONTROL
 BJ1950  ___________________________________________________________________
 BJ1950* NAD 83(1986)-  30 18 59.     (N)    091 08 16.     (W)     SCALED    
 BJ1950* NAVD 88     -         7.93   (+/-2cm)      26.0    (feet)  VERTCON   
 BJ1950  ___________________________________________________________________
 BJ1950  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ1950
 BJ1950  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1950
 BJ1950.The horizontal coordinates were scaled from a topographic map and have
 BJ1950.an estimated accuracy of +/- 6 seconds.
 BJ1950
 BJ1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1950.The vertical order pertains to the NGVD 29 superseded value.
 BJ1950
 BJ1950.The geoid height was determined by GEOID03.
 BJ1950
 BJ1950;                    North         East    Units  Estimated Accuracy
 BJ1950;SPC LA S     -   201,350.    1,018,810.      MT  (+/- 180 meters Scaled)
 BJ1950
 BJ1950                          SUPERSEDED SURVEY CONTROL
 BJ1950
 BJ1950  NGVD 29 (??/??/??)    7.983  (m)           26.19   (f) ADJUSTED    1 2
 BJ1950
 BJ1950.Superseded values are not recommended for survey control.
 BJ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1950.See file dsdata.txt to determine how the superseded data were derived.
 BJ1950
 BJ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP790553(NAD 83)
 BJ1950_MARKER: DB = BENCH MARK DISK
 BJ1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1950_STAMPING: S 94 1938
 BJ1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1950+STABILITY: SURFACE MOTION
 BJ1950
 BJ1950  HISTORY     - Date     Condition        Report By
 BJ1950  HISTORY     - 1938     MONUMENTED       CGS
 BJ1950  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1950
 BJ1950                          STATION DESCRIPTION
 BJ1950
 BJ1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1950'1.0 MI S FROM BURTVILLE.
 BJ1950'ALONG THE LEVEE ROAD STATION HIGHWAY NO.63, 18 PACES EAST OF THE C.L.
 BJ1950'OF THE HIGHWAY, 10 PACES SOUTH OF THE STOCK PEN AND LOADING SHUTE. IT
 BJ1950'IS ABOUT 1/2 MILE SOUTH OF BURTVILLE SCHOOL AND 200 YARDS NORTH OF
 BJ1950'LEVEE POST NO. 730.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1029 ***********************************************************************
 BX1029  DESIGNATION -  S 96
 BX1029  PID         -  BX1029
 BX1029  STATE/COUNTY-  LA/RAPIDES
 BX1029  USGS QUAD   -  LENA (1992)
 BX1029
 BX1029                         *CURRENT SURVEY CONTROL
 BX1029  ___________________________________________________________________
 BX1029* NAD 83(1986)-  31 27 04.     (N)    092 45 26.     (W)     SCALED    
 BX1029* NAVD 88     -        35.56   (+/-2cm)     116.7    (feet)  VERTCON   
 BX1029  ___________________________________________________________________
 BX1029  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX1029
 BX1029  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1029
 BX1029.The horizontal coordinates were scaled from a topographic map and have
 BX1029.an estimated accuracy of +/- 6 seconds.
 BX1029
 BX1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1029.The vertical order pertains to the NGVD 29 superseded value.
 BX1029
 BX1029.The geoid height was determined by GEOID03.
 BX1029
 BX1029;                    North         East    Units  Estimated Accuracy
 BX1029;SPC LA N     -   105,480.      975,550.      MT  (+/- 180 meters Scaled)
 BX1029
 BX1029                          SUPERSEDED SURVEY CONTROL
 BX1029
 BX1029  NGVD 29 (??/??/??)   35.573  (m)          116.71   (f) ADJUSTED    1 2
 BX1029
 BX1029.Superseded values are not recommended for survey control.
 BX1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1029.See file dsdata.txt to determine how the superseded data were derived.
 BX1029
 BX1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ230796(NAD 83)
 BX1029_MARKER: DB = BENCH MARK DISK
 BX1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1029_STAMPING: S 96 1938
 BX1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1029+STABILITY: SURFACE MOTION
 BX1029
 BX1029  HISTORY     - Date     Condition        Report By
 BX1029  HISTORY     - 1938     MONUMENTED       CGS
 BX1029  HISTORY     - 1962     GOOD             CGS
 BX1029  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1029
 BX1029                          STATION DESCRIPTION
 BX1029
 BX1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1029'0.9 MI SE FROM LENA.
 BX1029'LOCATED 0.9 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BX1029'LENA, 10 POLES NORTHWEST OF THE NEW OVERPASS ON STATE HIGHWAY 1, 50
 BX1029'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 53 FEET
 BX1029'EAST-NORTHEAST OF SIGNAL 215.9, 23 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 BX1029'FENCE LINE, 24 FEET SOUTHWEST OF A POWER POLE AND 33 FEET NORTHEAST OF
 BX1029'A POWER POLE.  IT IS A STANDARD DISK, STAMPED S 96 1938 PROJECTING
 BX1029'ABOUT 10 INCHES, ABOUT LEVEL WITH THE TRACKS AND 1 FOOT NORTHEAST OF A
 BX1029'METAL WITNESS POST.
 BX1029
 BX1029                          STATION RECOVERY (1999)
 BX1029
 BX1029'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1609 ***********************************************************************
 CQ1609  DESIGNATION -  S 98
 CQ1609  PID         -  CQ1609
 CQ1609  STATE/COUNTY-  LA/WEBSTER
 CQ1609  USGS QUAD   -  HEFLIN (1972)
 CQ1609
 CQ1609                         *CURRENT SURVEY CONTROL
 CQ1609  ___________________________________________________________________
 CQ1609* NAD 83(1986)-  32 28 14.     (N)    093 16 12.     (W)     SCALED    
 CQ1609* NAVD 88     -        82.43   (+/-2cm)     270.4    (feet)  VERTCON   
 CQ1609  ___________________________________________________________________
 CQ1609  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1609
 CQ1609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1609
 CQ1609.The horizontal coordinates were scaled from a topographic map and have
 CQ1609.an estimated accuracy of +/- 6 seconds.
 CQ1609
 CQ1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1609.The vertical order pertains to the NGVD 29 superseded value.
 CQ1609
 CQ1609.The geoid height was determined by GEOID03.
 CQ1609
 CQ1609;                    North         East    Units  Estimated Accuracy
 CQ1609;SPC LA N     -   218,750.      927,620.      MT  (+/- 180 meters Scaled)
 CQ1609
 CQ1609                          SUPERSEDED SURVEY CONTROL
 CQ1609
 CQ1609  NGVD 29 (??/??/??)   82.497  (m)          270.66   (f) ADJUSTED    2 0
 CQ1609
 CQ1609.Superseded values are not recommended for survey control.
 CQ1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1609.See file dsdata.txt to determine how the superseded data were derived.
 CQ1609
 CQ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR746926(NAD 83)
 CQ1609_MARKER: DB = BENCH MARK DISK
 CQ1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1609_STAMPING: S-98 1938
 CQ1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1609+STABILITY: SURFACE MOTION
 CQ1609
 CQ1609  HISTORY     - Date     Condition        Report By
 CQ1609  HISTORY     - 1938     MONUMENTED       CGS
 CQ1609  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1609
 CQ1609                          STATION DESCRIPTION
 CQ1609
 CQ1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1609'1.0 MI N FROM HEFLIN.
 CQ1609'ABOUT 1 MILE NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1609'STATION AT HEFLIN, WEBSTER PARISH, OPPOSITE POLE 1348, 30 FEET
 CQ1609'SOUTHWEST OF STATION SIGN S, 21 FEET NORTH OF A FARM-ROAD CROSSING,
 CQ1609'AND 40 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED S 98 1938
 CQ1609'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- GROUND AROUND
 CQ1609'DESCRIPTION TORN UP FOR DITCH BETWEEN ROAD AND RAILROAD.
 CQ1609
 CQ1609                          STATION RECOVERY (1956)
 CQ1609
 CQ1609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CQ1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1963 ***********************************************************************
 BX1963  DESIGNATION -  S 99
 BX1963  PID         -  BX1963
 BX1963  STATE/COUNTY-  LA/SABINE
 BX1963  USGS QUAD   -  FLORIEN (1997)
 BX1963
 BX1963                         *CURRENT SURVEY CONTROL
 BX1963  ___________________________________________________________________
 BX1963* NAD 83(1986)-  31 28 27.     (N)    093 27 48.     (W)     SCALED    
 BX1963* NAVD 88     -        89.11   (+/-2cm)     292.4    (feet)  VERTCON   
 BX1963  ___________________________________________________________________
 BX1963  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BX1963
 BX1963  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1963
 BX1963.The horizontal coordinates were scaled from a topographic map and have
 BX1963.an estimated accuracy of +/- 6 seconds.
 BX1963
 BX1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1963.The vertical order pertains to the NGVD 29 superseded value.
 BX1963
 BX1963.The geoid height was determined by GEOID03.
 BX1963
 BX1963;                    North         East    Units  Estimated Accuracy
 BX1963;SPC LA N     -   108,420.      908,460.      MT  (+/- 180 meters Scaled)
 BX1963
 BX1963                          SUPERSEDED SURVEY CONTROL
 BX1963
 BX1963  NGVD 29 (??/??/??)   89.191  (m)          292.62   (f) ADJUSTED    2 0
 BX1963
 BX1963.Superseded values are not recommended for survey control.
 BX1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1963.See file dsdata.txt to determine how the superseded data were derived.
 BX1963
 BX1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ559822(NAD 83)
 BX1963_MARKER: DB = BENCH MARK DISK
 BX1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1963_STAMPING: S 99 1938
 BX1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1963+STABILITY: SURFACE MOTION
 BX1963
 BX1963  HISTORY     - Date     Condition        Report By
 BX1963  HISTORY     - 1938     MONUMENTED       CGS
 BX1963
 BX1963                          STATION DESCRIPTION
 BX1963
 BX1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1963'1.4 MI S FROM FISHER.
 BX1963'1.4 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1963'STATION AT FISHER, SABINE COUNTY, 0.3 MILE SOUTH OF MILEPOST 640, 240
 BX1963'FEET SOUTH OF A GRANITE CULVERT, AND 34 FEET EAST OF THE EAST RAIL. A
 BX1963'STANDARD DISK, STAMPED S 99 1938 AND SET IN THE TOP OF A CONCRETE
 BX1963'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0923 ***********************************************************************
 AV0923  DESIGNATION -  SABINE
 AV0923  PID         -  AV0923
 AV0923  STATE/COUNTY-  LA/CAMERON
 AV0923  USGS QUAD   -  WEST OF GREENS BAYOU (1993)
 AV0923
 AV0923                         *CURRENT SURVEY CONTROL
 AV0923  ___________________________________________________________________
 AV0923* NAD 83(1992)-  29 59 08.14106(N)    093 47 14.50685(W)     ADJUSTED  
 AV0923* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0923  ___________________________________________________________________
 AV0923  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AV0923  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AV0923
 AV0923  HORZ ORDER  -  SECOND
 AV0923
 AV0923.The horizontal coordinates were established by classical geodetic methods
 AV0923.and adjusted by the National Geodetic Survey in February 1996..
 AV0923
 AV0923.The orthometric height was scaled from a topographic map.
 AV0923
 AV0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0923
 AV0923.The geoid height was determined by GEOID03.
 AV0923
 AV0923;                    North         East     Units Scale Factor Converg.
 AV0923;SPC LA S     -   167,205.197   763,221.291   MT  0.99992578   -1 13 37.4
 AV0923;SPC LA S     -   548,572.38  2,504,001.85   sFT  0.99992578   -1 13 37.4
 AV0923;SPC TXSC     - 4,249,739.707 1,102,817.612   MT  0.99992755   +2 33 13.5
 AV0923;SPC TXSC     -13,942,687.69  3,618,160.78   sFT  0.99992755   +2 33 13.5
 AV0923;UTM  15      - 3,317,449.964   424,048.489   MT  0.99967117   -0 23 36.7
 AV0923
 AV0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0923!SPC LA S     -   1.00000413  x   0.99992578  =   0.99992991
 AV0923!SPC TXSC     -   1.00000413  x   0.99992755  =   0.99993168
 AV0923!UTM  15      -   1.00000413  x   0.99967117  =   0.99967530
 AV0923
 AV0923:                Primary Azimuth Mark                     Grid Az
 AV0923:SPC LA S     -  HOUSE NORTH CHIMNEY                      135 11 15.1
 AV0923:SPC TXSC     -  HOUSE NORTH CHIMNEY                      131 24 24.2
 AV0923:UTM  15      -  HOUSE NORTH CHIMNEY                      134 21 14.4
 AV0923
 AV0923|---------------------------------------------------------------------|
 AV0923| PID    Reference Object                     Distance      Geod. Az  |
 AV0923|                                                           dddmmss.s |
 AV0923| AV0882 HOUSE NORTH CHIMNEY                 APPROX. 5.9 KM 1335737.7 |
 AV0923| AV0921 MAC                                 APPROX. 6.3 KM 1584930.6 |
 AV0923| CV9361 SABINE RM 2                          15.535 METERS 17042     |
 AV0923| CV9360 SABINE RM 1                          21.465 METERS 33158     |
 AV0923|---------------------------------------------------------------------|
 AV0923
 AV0923                          SUPERSEDED SURVEY CONTROL
 AV0923
 AV0923  NAD 83(1992)-  29 59 08.14084(N)    093 47 14.50701(W) AD(       ) 2
 AV0923  NAD 83(1986)-  29 59 08.16079(N)    093 47 14.49322(W) AD(       ) 2
 AV0923  NAD 27      -  29 59 07.39500(N)    093 47 13.89000(W) AD(       ) 2
 AV0923
 AV0923.Superseded values are not recommended for survey control.
 AV0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0923.See file dsdata.txt to determine how the superseded data were derived.
 AV0923
 AV0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2404817450(NAD 83)
 AV0923_MARKER: DS = TRIANGULATION STATION DISK
 AV0923_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0923_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AV0923
 AV0923  HISTORY     - Date     Condition        Report By
 AV0923  HISTORY     - 1933     MONUMENTED       CGS
 AV0923  HISTORY     - 1947     GOOD             CGS
 AV0923  HISTORY     - 1957     MARK NOT FOUND   USGS
 AV0923
 AV0923                          STATION DESCRIPTION
 AV0923
 AV0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0923'STATION IS AT THE NE END OF SABINE LAKE, ON SMALL ISLAND
 AV0923'FORMED BY EAST PASS, MIDDLE PASS, AND SABINE RIVER.  IT IS
 AV0923'ON THE SW SHORE, IN THE MIDDLE OF A GROUP OF TREES, 10 METERS
 AV0923'FROM THE LAKE SHORE, ON A SHELL RIDGE.
 AV0923'
 AV0923'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER OF
 AV0923'THE TOP OF A TILE.
 AV0923'
 AV0923'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AV0923'
 AV0923'A 3-FOOT DRAFT CAN BE CARRIED CLOSE INTO THE STATION ON THE
 AV0923'SABINE RIVER SIDE.  BOTH REFERENCE MARKS ARE ON THE SAME
 AV0923'SHELL RIDGE AS THE STATION.
 AV0923'
 AV0923'A 25-FOOT TRIPOD AND SCAFFOLD WERE USED, THIS HEIGHT NECESSARY
 AV0923'TO SEE ALL STATIONS AND SOME CLEARING TO DUNN IN ADDITION.
 AV0923'
 AV0923'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AV0923
 AV0923                          STATION RECOVERY (1947)
 AV0923
 AV0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0923'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.  DESCRIPTION
 AV0923'IS ADEQUATE.
 AV0923
 AV0923                          STATION RECOVERY (1957)
 AV0923
 AV0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AV0923'STATION REPORTED WASHED OUT BY U.S. ENGINEERS.  FOUND REMAINS
 AV0923'OF WOODEN TOWER BUT WAS UNABLE TO FIND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3022 ***********************************************************************
 BX3022  DESIGNATION -  SABINE
 BX3022  PID         -  BX3022
 BX3022  STATE/COUNTY-  LA/SABINE
 BX3022  USGS QUAD   -  BELMONT (1994)
 BX3022
 BX3022                         *CURRENT SURVEY CONTROL
 BX3022  ___________________________________________________________________
 BX3022* NAD 83(1992)-  31 38 35.78549(N)    093 32 49.93175(W)     ADJUSTED  
 BX3022* NAVD 88     -       117.7    (meters)     386.     (feet)  VERTCON   
 BX3022  ___________________________________________________________________
 BX3022  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 BX3022  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX3022
 BX3022  HORZ ORDER  -  FIRST
 BX3022
 BX3022.The horizontal coordinates were established by classical geodetic methods
 BX3022.and adjusted by the National Geodetic Survey in January 1993..
 BX3022
 BX3022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3022
 BX3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3022
 BX3022.The geoid height was determined by GEOID03.
 BX3022
 BX3022;                    North         East     Units Scale Factor Converg.
 BX3022;SPC LA N     -   127,240.457   900,674.159   MT  0.99992614   -0 33 13.2
 BX3022;SPC LA N     -   417,454.73  2,954,961.80   sFT  0.99992614   -0 33 13.2
 BX3022;UTM  15      - 3,501,026.379   448,114.260   MT  0.99963320   -0 17 13.5
 BX3022
 BX3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3022!SPC LA N     -   0.99998566  x   0.99992614  =   0.99991180
 BX3022!UTM  15      -   0.99998566  x   0.99963320  =   0.99961886
 BX3022
 BX3022|---------------------------------------------------------------------|
 BX3022| PID    Reference Object                     Distance      Geod. Az  |
 BX3022|                                                           dddmmss.s |
 BX3022| CV9185 SABINE RM 1                          26.146 METERS 02252     |
 BX3022| CV9186 SABINE RM 2                          26.706 METERS 13612     |
 BX3022| CV9184 SABINE AZ MK                                       2583241.5 |
 BX3022|---------------------------------------------------------------------|
 BX3022
 BX3022                          SUPERSEDED SURVEY CONTROL
 BX3022
 BX3022  NAD 83(1986)-  31 38 35.79486(N)    093 32 49.92688(W) AD(       ) 1
 BX3022  NAD 27      -  31 38 35.17280(N)    093 32 49.28639(W) AD(       ) 1
 BX3022  NGVD 29 (07/19/86)  117.8    (m)          386.     (f) VERT ANG       
 BX3022
 BX3022.Superseded values are not recommended for survey control.
 BX3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3022.See file dsdata.txt to determine how the superseded data were derived.
 BX3022
 BX3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR4811401026(NAD 83)
 BX3022_MARKER: DS = TRIANGULATION STATION DISK
 BX3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3022
 BX3022  HISTORY     - Date     Condition        Report By
 BX3022  HISTORY     - 1971     MONUMENTED       NGS
 BX3022  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3022
 BX3022                          STATION DESCRIPTION
 BX3022
 BX3022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3022'5 KGS. TENSION ON ALL MARKS.
 BX3022'
 BX3022'THE STATION IS ABOUT 13 MILES SOUTHEAST OF CONVERSE, 7 MILES
 BX3022'NORTHWEST OF MANY, 5.5 MILES EAST OF ZWOLLE, IN THE SOUTHEAST 1/4
 BX3022'SECTION 25, T 8 N, R 12 W, AND ON LAND OWNED BY MR. BAUR HEIRS OF
 BX3022'INDIANA, NO ADDRESS, 99 YEAR LEASE, BY THE CONTINENTAL CAN
 BX3022'COMPANY, HODGE, LOUISIANA.
 BX3022'
 BX3022'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1216 AND
 BX3022'U. S. HIGHWAY 171 IN THE SOUTH EDGE OF ZWOLLE, GO EAST ON STATE
 BX3022'HIGHWAY 1216 FOR 5.1 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON
 BX3022'THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 1216 FOR 0.5 MILE TO A
 BX3022'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE
 BX3022'STATION ON THE LEFT.
 BX3022'
 BX3022'STATION MARKS ARE STANDARD DISKS STAMPED SABINE 1971.  THE SURFACE
 BX3022'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX3022'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET
 BX3022'WEST-SOUTHWEST OF THE CENTER OF A DIRT ROAD AND 5 FEET NORTHEAST
 BX3022'OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BX3022'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BX3022'SURFACE.
 BX3022'
 BX3022'REFERENCE MARK 1, A STANDARD DISK STAMPED SABINE NO 1 1971, IS SET
 BX3022'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3022'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 12 FEET EAST-NORTHEAST OF
 BX3022'THE CENTER OF THE DIRT ROAD AND 2 FEET WEST-NORTHWEST OF A METAL
 BX3022'WITNESS POST.
 BX3022'
 BX3022'REFERENCE MARK 2, A STANDARD DISK STAMPED SABINE NO 2 1971, IS SET IN
 BX3022'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX3022'INCHES ABOVE THE GROUND SURFACE.  IT IS 11.5 FEET EAST-NORTHEAST OF
 BX3022'THE CENTER OF THE DIRT ROAD AND 2 FEET WEST-SOUTHWEST OF A METAL
 BX3022'WITNESS POST.
 BX3022'
 BX3022'AZIMUTH MARK, A STANDARD DISK STAMPED SABINE 1971, IS SET IN THE TOP
 BX3022'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 BX3022'ABOVE THE GROUND SURFACE.  IT IS 113 FEET SOUTHEAST OF THE
 BX3022'CENTERLINE OF STATE HIGHWAY 1216, 23 FEET NORTHEAST OF THE CENTER OF
 BX3022'A GRAVELED ROAD, 10 FEET EAST-SOUTHEAST OF A POWER POLE AND 3 FEET
 BX3022'NORTH-NORTHWEST OF A METAL WITNESS POST.
 BX3022'
 BX3022'NEAREST TOWN--6 MILES EAST OF ZWOLLE.
 BX3022'
 BX3022'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 BX3022
 BX3022                          STATION RECOVERY (2001)
 BX3022
 BX3022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3022'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0896 ***********************************************************************
 AV0896  DESIGNATION -  SABINE PASS EAST JETTY LT OLD
 AV0896  PID         -  AV0896
 AV0896  STATE/COUNTY-  LA/CAMERON
 AV0896  USGS QUAD   -  TEXAS POINT (1993)
 AV0896
 AV0896                         *CURRENT SURVEY CONTROL
 AV0896  ___________________________________________________________________
 AV0896* NAD 83(1992)-  29 39 15.65698(N)    093 49 29.89594(W)     ADJUSTED  
 AV0896* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0896  ___________________________________________________________________
 AV0896  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AV0896  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AV0896
 AV0896  HORZ ORDER  -  THIRD
 AV0896
 AV0896.The horizontal coordinates were established by classical geodetic methods
 AV0896.and adjusted by the National Geodetic Survey in February 1996..
 AV0896
 AV0896.The orthometric height was scaled from a topographic map.
 AV0896
 AV0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0896
 AV0896.The geoid height was determined by GEOID03.
 AV0896
 AV0896;                    North         East     Units Scale Factor Converg.
 AV0896;SPC LA S     -   130,576.298   758,794.924   MT  0.99994392   -1 14 45.1
 AV0896;SPC LA S     -   428,399.07  2,489,479.68   sFT  0.99994392   -1 14 45.1
 AV0896;SPC TXSC     - 4,212,899.816 1,100,816.345   MT  0.99987873   +2 32 07.1
 AV0896;SPC TXSC     -13,821,822.15  3,611,594.96   sFT  0.99987873   +2 32 07.1
 AV0896;UTM  15      - 3,280,769.849   420,157.741   MT  0.99967865   -0 24 29.5
 AV0896
 AV0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0896!SPC LA S     -   1.00000404  x   0.99994392  =   0.99994796
 AV0896!SPC TXSC     -   1.00000404  x   0.99987873  =   0.99988277
 AV0896!UTM  15      -   1.00000404  x   0.99967865  =   0.99968269
 AV0896
 AV0896:                Primary Azimuth Mark                     Grid Az
 AV0896:SPC LA S     -  SABINE PASS CG STA FLAG                  335 41 24.9
 AV0896:SPC TXSC     -  SABINE PASS CG STA FLAG                  331 54 32.7
 AV0896:UTM  15      -  SABINE PASS CG STA FLAG                  334 51 09.3
 AV0896
 AV0896|---------------------------------------------------------------------|
 AV0896| PID    Reference Object                     Distance      Geod. Az  |
 AV0896|                                                           dddmmss.s |
 AV0896| AV0891 SABINE PASS CG STA FLAG             APPROX. 6.4 KM 3342639.8 |
 AV0896| AV0890 SABINE PASS CG STA CUPOLA           APPROX. 6.4 KM 3343226.9 |
 AV0896| AV0894 SABINE PASS LIGHTHOUSE 1874         APPROX. 7.3 KM 3403101.9 |
 AV0896| AV0887 SABINE PASS JETTY CHAN RG F LT      APPROX. 4.4 KM 3432719.6 |
 AV0896|---------------------------------------------------------------------|
 AV0896
 AV0896                          SUPERSEDED SURVEY CONTROL
 AV0896
 AV0896  NAD 83(1992)-  29 39 15.65690(N)    093 49 29.89595(W) AD(       ) 3
 AV0896  NAD 83(1986)-  29 39 15.67862(N)    093 49 29.88155(W) AD(       ) 3
 AV0896  NAD 27      -  29 39 14.88800(N)    093 49 29.30800(W) AD(       ) 3
 AV0896
 AV0896.Superseded values are not recommended for survey control.
 AV0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0896.See file dsdata.txt to determine how the superseded data were derived.
 AV0896
 AV0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2015880770(NAD 83)
 AV0896_MARKER: DS = TRIANGULATION STATION DISK
 AV0896_SETTING: 0 = UNSPECIFIED SETTING
 AV0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0896
 AV0896  HISTORY     - Date     Condition        Report By
 AV0896  HISTORY     - 1923     MONUMENTED       CGS
 AV0896  HISTORY     - 1933     GOOD             CGS
 AV0896  HISTORY     - 1947     GOOD             CGS
 AV0896
 AV0896                          STATION DESCRIPTION
 AV0896
 AV0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FSB)
 AV0896'STATION IS LOCATED ON SABINE PASS EAST JETTY NEAR THE OUTER
 AV0896'END.
 AV0896'
 AV0896'THE BRONZE STATION DISK WAS SET IN THE CEMENT FOUNDATION
 AV0896'VERTICALLY UNDER THE LIGHT.
 AV0896'
 AV0896'REFERENCE MARKS WERE NOT ESTABLISHED ON ACCOUNT OF THE LIMITED
 AV0896'SPACE ON THE FOUNDATION.
 AV0896'
 AV0896'A NEW LIGHT IS BEING BUILT AT THE EXTREME OUTER END OF THE
 AV0896'JETTY AND IT IS PROBABLE THAT THIS LIGHT WILL BE DISMANTLED.
 AV0896'THE CONCRETE FOUNDATION AND STATION MARK MAY REMAIN.
 AV0896'
 AV0896'HEIGHT OF LIGHT ABOVE STATION MARK - 17 METERS.
 AV0896
 AV0896                          STATION RECOVERY (1933)
 AV0896
 AV0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0896'STATION RECOVERED AS DESCRIBED.  STATION MARK IN GOOD CONDITION.
 AV0896'THE LIGHT HAS BEEN REMOVED BUT THE BEACON STRUCTURE IS STILL
 AV0896'STANDING THOUGH NOT MAINTAINED.  THE TOP OF THE BEACON WAS
 AV0896'OCCUPIED WITH THE THEODOLITE.  THOUGH IT WAS SOMEWHAT SHAKY
 AV0896'GOOD RESULTS WERE OBTAINED.
 AV0896'
 AV0896'TOP OF BEACON IS ABOUT 36 FEET ABOVE HIGH WATER.  STATION
 AV0896'IS 1.980, 1.980, 1.930, AND 1.908 METERS FROM THE INNER EDGES
 AV0896'OF THE NW, NE, SE, AND SW POSTS, RESPECTIVELY.
 AV0896
 AV0896                          STATION RECOVERY (1947)
 AV0896
 AV0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0896'STATION RECOVERED AS DESCRIBED.  THE DISK MARKING THE STATION
 AV0896'HAS BEEN SHEARED OFF BUT THE SHANK OF THE MARKER REMAINS
 AV0896'FIRMLY EMBEDDED IN THE CONCRETE OF THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0894 ***********************************************************************
 AV0894  DESIGNATION -  SABINE PASS LIGHTHOUSE 1874
 AV0894  PID         -  AV0894
 AV0894  STATE/COUNTY-  LA/CAMERON
 AV0894  USGS QUAD   -  TEXAS POINT (1993)
 AV0894
 AV0894                         *CURRENT SURVEY CONTROL
 AV0894  ___________________________________________________________________
 AV0894* NAD 83(1992)-  29 42 59.41196(N)    093 51 00.58506(W)     ADJUSTED  
 AV0894* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0894  ___________________________________________________________________
 AV0894  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AV0894  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AV0894
 AV0894  HORZ ORDER  -  THIRD
 AV0894
 AV0894.The horizontal coordinates were established by classical geodetic methods
 AV0894.and adjusted by the National Geodetic Survey in February 1996..
 AV0894
 AV0894.The orthometric height was scaled from a topographic map.
 AV0894
 AV0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0894
 AV0894.The geoid height was determined by GEOID03.
 AV0894
 AV0894;                    North         East     Units Scale Factor Converg.
 AV0894;SPC LA S     -   137,517.136   756,507.940   MT  0.99993798   -1 15 30.4
 AV0894;SPC LA S     -   451,170.80  2,481,976.47   sFT  0.99993798   -1 15 30.4
 AV0894;SPC TXSC     - 4,219,674.323 1,098,076.766   MT  0.99988534   +2 31 22.7
 AV0894;SPC TXSC     -13,844,048.17  3,602,606.86   sFT  0.99988534   +2 31 22.7
 AV0894;UTM  15      - 3,287,674.730   417,770.191   MT  0.99968343   -0 25 17.2
 AV0894
 AV0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0894!SPC LA S     -   1.00000407  x   0.99993798  =   0.99994205
 AV0894!SPC TXSC     -   1.00000407  x   0.99988534  =   0.99988941
 AV0894!UTM  15      -   1.00000407  x   0.99968343  =   0.99968750
 AV0894
 AV0894:                Primary Azimuth Mark                     Grid Az
 AV0894:SPC LA S     -  LONE                                     260 06 15.2
 AV0894:SPC TXSC     -  LONE                                     256 19 22.1
 AV0894:UTM  15      -  LONE                                     259 16 02.0
 AV0894
 AV0894|---------------------------------------------------------------------|
 AV0894| PID    Reference Object                     Distance      Geod. Az  |
 AV0894|                                                           dddmmss.s |
 AV0894| AV0436 LONE                                APPROX. 9.7 KM 2585044.8 |
 AV0894|---------------------------------------------------------------------|
 AV0894
 AV0894                          SUPERSEDED SURVEY CONTROL
 AV0894
 AV0894  NAD 83(1992)-  29 42 59.41184(N)    093 51 00.58506(W) AD(       ) 3
 AV0894  NAD 83(1992)-  29 42 59.43369(N)    093 51 00.56886(W) AD(       ) 3
 AV0894  NAD 83(1986)-  29 42 59.43426(N)    093 51 00.57058(W) AD(       ) 3
 AV0894  NAD 27      -  29 42 58.65300(N)    093 50 59.98500(W) AD(       ) 3
 AV0894
 AV0894.Superseded values are not recommended for survey control.
 AV0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0894.See file dsdata.txt to determine how the superseded data were derived.
 AV0894
 AV0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1777087675(NAD 83)
 AV0894_MARKER: 13 = LIGHTHOUSE
 AV0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0894+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AV0894
 AV0894  HISTORY     - Date     Condition        Report By
 AV0894  HISTORY     - 1874     FIRST OBSERVED   CGS
 AV0894  HISTORY     - 1933     GOOD             CGS
 AV0894  HISTORY     - 1934     GOOD             CGS
 AV0894  HISTORY     - 1947     GOOD             CGS
 AV0894  HISTORY     - 1957     GOOD             USN
 AV0894  HISTORY     - 1957     GOOD             CGS
 AV0894  HISTORY     - 1960     GOOD             CGS
 AV0894  HISTORY     - 1963     GOOD             CGS
 AV0894  HISTORY     - 1988     GOOD             USPSQD
 AV0894  HISTORY     - 20010825 GOOD             USPSQD
 AV0894  HISTORY     - 20030328 GOOD             USPSQD
 AV0894  HISTORY     - 20030929 GOOD             USPSQD
 AV0894  HISTORY     - 20050217 GOOD             USPSQD
 AV0894
 AV0894                          STATION DESCRIPTION
 AV0894
 AV0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0894'NO ORIGINAL DESCRIPTION FURNISHED.  DESCRIPTION AS FOLLOWS--
 AV0894'
 AV0894'THE BASE OF THE LIGHTNING ROD ATOP THE BALL ON THE DOME OF
 AV0894'THE LIGHTHOUSE AT THE E SIDE OF SABINE PASS.
 AV0894'
 AV0894'AN OBSERVING STAND WAS BUILT ON THE DOME OF THE LIGHT IN
 AV0894'ORDER TO AVOID ECCENTRIC REDUCTIONS.
 AV0894
 AV0894                          STATION RECOVERY (1934)
 AV0894
 AV0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AV0894'STATION WAS OCCUPIED ECCENTRICALLY BY SETTING UP INSTRUMENT
 AV0894'ON THE PLATFORM AT BASE OF THE LIGHT.
 AV0894
 AV0894                          STATION RECOVERY (1947)
 AV0894
 AV0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0894'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AV0894
 AV0894                          STATION RECOVERY (1957)
 AV0894
 AV0894'RECOVERY NOTE BY US NAVY 1957 (CDG)
 AV0894'PREVIOUS DESCRIPTION IS ADEQUATE.
 AV0894'
 AV0894'LIGHTHOUSE HAS BEEN ABANDONED BY THE COAST GUARD AND IS NOW
 AV0894'OPERATED BY THE DEARTMENT OF INTERIOR, FISH AND WILDLIFE
 AV0894'SERVICE.
 AV0894
 AV0894                          STATION RECOVERY (1957)
 AV0894
 AV0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0894'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 AV0894'IS ADEQUATE.
 AV0894
 AV0894                          STATION RECOVERY (1960)
 AV0894
 AV0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0894'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AV0894'IS ADEQUATE.
 AV0894
 AV0894                          STATION RECOVERY (1963)
 AV0894
 AV0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0894'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AV0894
 AV0894                          STATION RECOVERY (1988)
 AV0894
 AV0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0894'RECOVERED IN GOOD CONDITION.
 AV0894
 AV0894                          STATION RECOVERY (2001)
 AV0894
 AV0894'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0894'RECOVERED IN GOOD CONDITION.
 AV0894
 AV0894                          STATION RECOVERY (2003)
 AV0894
 AV0894'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0894'RECOVERED IN GOOD CONDITION.
 AV0894
 AV0894                          STATION RECOVERY (2003)
 AV0894
 AV0894'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0894'RECOVERED IN GOOD CONDITION.
 AV0894
 AV0894                          STATION RECOVERY (2005)
 AV0894
 AV0894'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0892 ***********************************************************************
 AV0892  DESIGNATION -  SABINE PASS RADIO MAST
 AV0892  PID         -  AV0892
 AV0892  STATE/COUNTY-  LA/CAMERON
 AV0892  USGS QUAD   -  TEXAS POINT (1993)
 AV0892
 AV0892                         *CURRENT SURVEY CONTROL
 AV0892  ___________________________________________________________________
 AV0892* NAD 83(1992)-  29 42 59.26624(N)    093 50 56.26257(W)     ADJUSTED  
 AV0892* NAVD 88     -                                                        
 AV0892  ___________________________________________________________________
 AV0892  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AV0892  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AV0892
 AV0892  HORZ ORDER  -  THIRD
 AV0892
 AV0892.The horizontal coordinates were established by classical geodetic methods
 AV0892.and adjusted by the National Geodetic Survey in February 1996..
 AV0892
 AV0892
 AV0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0892
 AV0892.The geoid height was determined by GEOID03.
 AV0892
 AV0892;                    North         East     Units Scale Factor Converg.
 AV0892;SPC LA S     -   137,510.100   756,623.984   MT  0.99993799   -1 15 28.2
 AV0892;SPC LA S     -   451,147.72  2,482,357.19   sFT  0.99993799   -1 15 28.2
 AV0892;SPC TXSC     - 4,219,674.955 1,098,193.016   MT  0.99988534   +2 31 24.8
 AV0892;SPC TXSC     -13,844,050.25  3,602,988.25   sFT  0.99988534   +2 31 24.8
 AV0892;UTM  15      - 3,287,669.391   417,886.296   MT  0.99968319   -0 25 15.1
 AV0892
 AV0892                          SUPERSEDED SURVEY CONTROL
 AV0892
 AV0892  NAD 83(1992)-  29 42 59.26602(N)    093 50 56.26243(W) AD(       ) 4
 AV0892  NAD 83(1986)-  29 42 59.28830(N)    093 50 56.24784(W) AD(       ) 4
 AV0892  NAD 27      -  29 42 58.50600(N)    093 50 55.66500(W) AD(       ) 3
 AV0892
 AV0892.Superseded values are not recommended for survey control.
 AV0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0892.See file dsdata.txt to determine how the superseded data were derived.
 AV0892
 AV0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1788687669(NAD 83)
 AV0892_MARKER: 42 = RADIO/TV MAST
 AV0892
 AV0892  HISTORY     - Date     Condition        Report By
 AV0892  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0892  HISTORY     - 1988     GOOD             USPSQD
 AV0892  HISTORY     - 20010825 GOOD             USPSQD
 AV0892  HISTORY     - 20030328 MARK NOT FOUND   USPSQD
 AV0892  HISTORY     - 20030929 MARK NOT FOUND   USPSQD
 AV0892  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AV0892
 AV0892                          STATION DESCRIPTION
 AV0892
 AV0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0892'THE STATION IS LOCATED ABOUT 1-3/4 MILES SOUTHEAST OF SABINE
 AV0892'PASS, ABOUT 1 MILE NORTH-NORTHWEST OF THE LOUISIANA POINT,
 AV0892'NEAR THE OLD SABINE PASS LIGHT HOUSE.  IT IS A GUYED 3 LEG
 AV0892'STEEL STRUCTURE AND IS PAINTED RED AND WHITE WITH A ANTENNA
 AV0892'ON THE TOP AND IS ABOUT 100 FEET HIGH.
 AV0892
 AV0892                          STATION RECOVERY (1988)
 AV0892
 AV0892'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0892'RECOVERED IN GOOD CONDITION.
 AV0892
 AV0892                          STATION RECOVERY (2001)
 AV0892
 AV0892'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0892'RECOVERED IN GOOD CONDITION.
 AV0892
 AV0892                          STATION RECOVERY (2003)
 AV0892
 AV0892'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0892'MARK NOT FOUND.
 AV0892
 AV0892                          STATION RECOVERY (2003)
 AV0892
 AV0892'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0892'MARK NOT FOUND.
 AV0892
 AV0892                          STATION RECOVERY (2005)
 AV0892
 AV0892'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0895 ***********************************************************************
 AV0895  DESIGNATION -  SABINE PASS RADIO TOWER
 AV0895  PID         -  AV0895
 AV0895  STATE/COUNTY-  LA/CAMERON
 AV0895  USGS QUAD   -  TEXAS POINT (1993)
 AV0895
 AV0895                         *CURRENT SURVEY CONTROL
 AV0895  ___________________________________________________________________
 AV0895* NAD 83(1992)-  29 42 54.69715(N)    093 51 00.64546(W)     ADJUSTED  
 AV0895* NAVD 88     -                                                        
 AV0895  ___________________________________________________________________
 AV0895  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AV0895  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0895
 AV0895  HORZ ORDER  -  THIRD
 AV0895
 AV0895.The horizontal coordinates were established by classical geodetic methods
 AV0895.and adjusted by the National Geodetic Survey in February 1996..
 AV0895
 AV0895
 AV0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0895
 AV0895.The geoid height was determined by GEOID03.
 AV0895
 AV0895;                    North         East     Units Scale Factor Converg.
 AV0895;SPC LA S     -   137,372.042   756,503.129   MT  0.99993810   -1 15 30.4
 AV0895;SPC LA S     -   450,694.77  2,481,960.68   sFT  0.99993810   -1 15 30.4
 AV0895;SPC TXSC     - 4,219,529.235 1,098,081.534   MT  0.99988519   +2 31 22.7
 AV0895;SPC TXSC     -13,843,572.17  3,602,622.50   sFT  0.99988519   +2 31 22.7
 AV0895;UTM  15      - 3,287,529.618   417,767.500   MT  0.99968343   -0 25 17.2
 AV0895
 AV0895                          SUPERSEDED SURVEY CONTROL
 AV0895
 AV0895  NAD 83(1992)-  29 42 54.69700(N)    093 51 00.64549(W) AD(       ) 4
 AV0895  NAD 83(1992)-  29 42 54.71752(N)    093 51 00.62609(W) AD(       ) 4
 AV0895  NAD 83(1986)-  29 42 54.71916(N)    093 51 00.63096(W) AD(       ) 4
 AV0895  NAD 27      -  29 42 53.93400(N)    093 51 00.04500(W) AD(       ) 3
 AV0895
 AV0895.Superseded values are not recommended for survey control.
 AV0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0895.See file dsdata.txt to determine how the superseded data were derived.
 AV0895
 AV0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1776887530(NAD 83)
 AV0895_MARKER: 43 = RADIO/TV TOWER
 AV0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0895+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AV0895
 AV0895  HISTORY     - Date     Condition        Report By
 AV0895  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0895  HISTORY     - 1988     GOOD             USPSQD
 AV0895  HISTORY     - 20010825 MARK NOT FOUND   USPSQD
 AV0895  HISTORY     - 20030328 GOOD             USPSQD
 AV0895  HISTORY     - 20030929 GOOD             USPSQD
 AV0895  HISTORY     - 20050217 GOOD             USPSQD
 AV0895
 AV0895                          STATION DESCRIPTION
 AV0895
 AV0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0895'THE STATION IS LOCATED ABOUT 1-3/4 MILES SOUTHEAST OF SABINE
 AV0895'PASS, ABOUT 1 MILE NORTH-NORTHWEST OF THE LOUISIANA POINT
 AV0895'AND NEAR THE OLD SABINE PASS LIGHTHOUSE.  IT IS A 4 LEGGED
 AV0895'STEEL STRUCTURE ABOUT 132 FEET HIGH, PAINTED SILVER AND IS
 AV0895'SETING ON 4 CONCRETE PILLOWS.  THE INTERSECTING POINT WAS
 AV0895'THE TOP CENTER.
 AV0895
 AV0895                          STATION RECOVERY (1988)
 AV0895
 AV0895'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0895'RECOVERED IN GOOD CONDITION.
 AV0895
 AV0895                          STATION RECOVERY (2001)
 AV0895
 AV0895'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0895'MARK NOT FOUND.
 AV0895
 AV0895                          STATION RECOVERY (2003)
 AV0895
 AV0895'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0895'RECOVERED IN GOOD CONDITION.
 AV0895
 AV0895                          STATION RECOVERY (2003)
 AV0895
 AV0895'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0895'RECOVERED IN GOOD CONDITION.
 AV0895
 AV0895                          STATION RECOVERY (2005)
 AV0895
 AV0895'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0947 ***********************************************************************
 AV0947  DESIGNATION -  SABINE PASS TOLL BRIDGE LIGHT
 AV0947  PID         -  AV0947
 AV0947  STATE/COUNTY-  LA/CAMERON
 AV0947  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0947
 AV0947                         *CURRENT SURVEY CONTROL
 AV0947  ___________________________________________________________________
 AV0947* NAD 83(1992)-  29 45 56.26849(N)    093 53 45.48193(W)     ADJUSTED  
 AV0947* NAVD 88     -                                                        
 AV0947  ___________________________________________________________________
 AV0947  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AV0947  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AV0947
 AV0947  HORZ ORDER  -  THIRD
 AV0947
 AV0947.The horizontal coordinates were established by classical geodetic methods
 AV0947.and adjusted by the National Geodetic Survey in February 1996..
 AV0947
 AV0947
 AV0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0947
 AV0947.The geoid height was determined by GEOID03.
 AV0947
 AV0947;                    North         East     Units Scale Factor Converg.
 AV0947;SPC LA S     -   143,059.256   752,199.038   MT  0.99993412   -1 16 52.9
 AV0947;SPC LA S     -   469,353.58  2,467,839.68   sFT  0.99993412   -1 16 52.9
 AV0947;SPC TXSC     - 4,224,919.936 1,093,411.943   MT  0.99989140   +2 30 01.9
 AV0947;SPC TXSC     -13,861,258.16  3,587,302.35   sFT  0.99989140   +2 30 01.9
 AV0947;UTM  15      - 3,293,151.974   413,381.902   MT  0.99969257   -0 26 41.4
 AV0947
 AV0947                          SUPERSEDED SURVEY CONTROL
 AV0947
 AV0947  NAD 83(1992)-  29 45 56.26822(N)    093 53 45.48144(W) AD(       ) 4
 AV0947  NAD 83(1986)-  29 45 56.29102(N)    093 53 45.46691(W) AD(       ) 4
 AV0947  NAD 27      -  29 45 55.51100(N)    093 53 44.86900(W) AD(       ) 3
 AV0947
 AV0947.Superseded values are not recommended for survey control.
 AV0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0947.See file dsdata.txt to determine how the superseded data were derived.
 AV0947
 AV0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1338293152(NAD 83)
 AV0947_MARKER: 14 = NAVIGATION LIGHT
 AV0947
 AV0947  HISTORY     - Date     Condition        Report By
 AV0947  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0947  HISTORY     - 20010825 GOOD             USPSQD
 AV0947  HISTORY     - 20030328 MARK NOT FOUND   USPSQD
 AV0947  HISTORY     - 20030929 MARK NOT FOUND   USPSQD
 AV0947  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AV0947
 AV0947                          STATION DESCRIPTION
 AV0947
 AV0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0947'THE STATION IS LOCATED ON THE TOLL BRIDGE OVER THE SOUTHERN
 AV0947'ENTRANCE TO SABINE LAKE AND SABINE-NECHES WATERWAY.  IT IS
 AV0947'LOCATED ON THE TEXAS HIGHWAY 87 AND LOUISIANA HIGHWAY 82.
 AV0947'THE POINT INTERSECTED WAS THE LIGHT ON THE TOP CENTER OF THE
 AV0947'BRIDGE.
 AV0947
 AV0947                          STATION RECOVERY (2001)
 AV0947
 AV0947'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0947'RECOVERED IN GOOD CONDITION.
 AV0947
 AV0947                          STATION RECOVERY (2003)
 AV0947
 AV0947'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0947'MARK NOT FOUND.
 AV0947
 AV0947                          STATION RECOVERY (2003)
 AV0947
 AV0947'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0947'MARK NOT FOUND.
 AV0947
 AV0947                          STATION RECOVERY (2005)
 AV0947
 AV0947'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2709 ***********************************************************************
 CQ2709  DESIGNATION -  SADIE
 CQ2709  PID         -  CQ2709
 CQ2709  STATE/COUNTY-  LA/UNION
 CQ2709  USGS QUAD   -  MARION WEST (1988)
 CQ2709
 CQ2709                         *CURRENT SURVEY CONTROL
 CQ2709  ___________________________________________________________________
 CQ2709* NAD 83(1992)-  32 59 49.67073(N)    092 15 07.64663(W)     ADJUSTED  
 CQ2709* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 CQ2709  ___________________________________________________________________
 CQ2709  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CQ2709  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2709
 CQ2709  HORZ ORDER  -  FIRST
 CQ2709
 CQ2709.The horizontal coordinates were established by classical geodetic methods
 CQ2709.and adjusted by the National Geodetic Survey in September 1999..
 CQ2709
 CQ2709.The orthometric height was scaled from a topographic map.
 CQ2709
 CQ2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2709
 CQ2709.The geoid height was determined by GEOID03.
 CQ2709
 CQ2709;                    North         East     Units Scale Factor Converg.
 CQ2709;SPC LA N     -   276,913.955 1,023,167.665   MT  1.00009207   +0 07 51.8
 CQ2709;SPC LA N     -   908,508.53  3,356,842.58   sFT  1.00009207   +0 07 51.8
 CQ2709;SPC AR S     -   436,683.031   376,435.550   MT  1.00008093   -0 08 28.0
 CQ2709;SPC AR S     - 1,432,684.24  1,235,022.30   sFT  1.00008093   -0 08 28.0
 CQ2709;UTM  15      - 3,651,217.194   569,866.529   MT  0.99966019   +0 24 26.3
 CQ2709
 CQ2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2709!SPC LA N     -   0.99999469  x   1.00009207  =   1.00008676
 CQ2709!SPC AR S     -   0.99999469  x   1.00008093  =   1.00007562
 CQ2709!UTM  15      -   0.99999469  x   0.99966019  =   0.99965489
 CQ2709
 CQ2709|---------------------------------------------------------------------|
 CQ2709| PID    Reference Object                     Distance      Geod. Az  |
 CQ2709|                                                           dddmmss.s |
 CQ2709| CY4662 SADIE RM 1                           29.491 METERS 02821     |
 CQ2709| CQ2649 LITROE                              APPROX. 8.8 KM 0901554.4 |
 CQ2709| CY4663 SADIE RM 2                           29.855 METERS 14923     |
 CQ2709| CQ2648 MARION MUNICIPAL TANK               APPROX.10.2 KM 1751157.8 |
 CQ2709| CQ2710 OAKLAND MID VALLEY PLINE E MST      APPROX. 8.6 KM 2670659.4 |
 CQ2709| CQ2708 OAKLAND LOOKOUT TOWER LFC           APPROX. 9.1 KM 2693955.3 |
 CQ2709|---------------------------------------------------------------------|
 CQ2709
 CQ2709                          SUPERSEDED SURVEY CONTROL
 CQ2709
 CQ2709  NAD 83(1992)-  32 59 49.68111(N)    092 15 07.64062(W) AD(       ) 1
 CQ2709  NAD 83(1986)-  32 59 49.68354(N)    092 15 07.63835(W) AD(       ) 1
 CQ2709  NAD 27      -  32 59 49.21700(N)    092 15 07.14100(W) AD(       ) 1
 CQ2709
 CQ2709.Superseded values are not recommended for survey control.
 CQ2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2709.See file dsdata.txt to determine how the superseded data were derived.
 CQ2709
 CQ2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6986751217(NAD 83)
 CQ2709_MARKER: DB = BENCH MARK DISK
 CQ2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2709_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2709
 CQ2709  HISTORY     - Date     Condition        Report By
 CQ2709  HISTORY     - 1952     MONUMENTED       CGS
 CQ2709
 CQ2709                          STATION DESCRIPTION
 CQ2709
 CQ2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2709'THE STATION IS IN SECTION 10, T 23 N, R 2 E, ABOUT 6-1/2
 CQ2709'MILES NORTH OF MARION, LOUISIANA, 5 MILES SOUTHWEST OF HUTTIG,
 CQ2709'ARKANSAS, 0.1 MILE SOUTH OF A DIRT ROAD, ON A TIMBERED HILL
 CQ2709'WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  THE
 CQ2709'MARK IS 62 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD
 CQ2709'AND 7 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2709'
 CQ2709'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CQ2709'156 AND 11 IN MARION, GO NORTH ON HIGHWAY 156 FOR 4.1 MILES
 CQ2709'TO A RAILROAD CROSSING, CONTINUE NORTH ON THE HIGHWAY FOR
 CQ2709'1.9 MILES TO A CROSS ROAD IN SADIE, TURN LEFT AND GO WESTERLY
 CQ2709'ON A DIRT ROAD FOR 1.3 MILES TO A DIM TRACK ROAD ON THE
 CQ2709'LEFT AT THE TOP OF A HILL, TURN LEFT AND GO SOUTH AND WEST
 CQ2709'FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 CQ2709'
 CQ2709'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 CQ2709'
 CQ2709'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CQ2709'SADIE 1952.
 CQ2709'
 CQ2709'REFERENCE MARK 1 IS 7 FEET NORTHEAST OF THE CENTER OF THE
 CQ2709'TRACK ROAD AND 2 FEET NORTHWEST OF A 14-INCH PINE TREE.  THE
 CQ2709'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SADIE NO 1
 CQ2709'1952.
 CQ2709'
 CQ2709'REFERENCE MARK 2 IS 58 FEET SOUTHWEST OF THE CENTER OF THE
 CQ2709'TRACK ROAD AND 22 FEET SOUTH OF A 24-INCH PINE TREE.  THE
 CQ2709'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SADIE NO 2
 CQ2709'1952.
 CQ2709'
 CQ2709'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0638 ***********************************************************************
 AV0638  DESIGNATION -  SAGRERA
 AV0638  PID         -  AV0638
 AV0638  STATE/COUNTY-  LA/VERMILION
 AV0638  USGS QUAD   -  CHENIERE AU TIGRE (1979)
 AV0638
 AV0638                         *CURRENT SURVEY CONTROL
 AV0638  ___________________________________________________________________
 AV0638* NAD 83(1992)-  29 34 39.52289(N)    092 12 10.66357(W)     ADJUSTED  
 AV0638* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 AV0638  **This station is located in a subsidence area (see below).
 AV0638  ___________________________________________________________________
 AV0638  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AV0638  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AV0638
 AV0638  HORZ ORDER  -  SECOND
 AV0638
 AV0638.The horizontal coordinates were established by classical geodetic methods
 AV0638.and adjusted by the National Geodetic Survey in January 1993..
 AV0638
 AV0638 ** The orthometric height has not been validated since last determined
 AV0638 ** by differential leveling and should not be used for control purposes.
 AV0638 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0638 ** area with valid NAVD 88 orthometric heights.
 AV0638 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0638 ** epoch indicated which incorporates improved geoid heights for the
 AV0638 ** Southern Louisiana Subsidence area.
 AV0638 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0638
 AV0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0638
 AV0638.The geoid height was determined by GEOID03.
 AV0638
 AV0638;                    North         East     Units Scale Factor Converg.
 AV0638;SPC LA S     -   119,771.623   915,744.513   MT  0.99995284   -0 26 05.4
 AV0638;SPC LA S     -   392,950.73  3,004,405.12   sFT  0.99995284   -0 26 05.4
 AV0638;UTM  15      - 3,272,251.569   577,197.174   MT  0.99967353   +0 23 36.4
 AV0638
 AV0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0638!SPC LA S     -   1.00000379  x   0.99995284  =   0.99995663
 AV0638!UTM  15      -   1.00000379  x   0.99967353  =   0.99967731
 AV0638
 AV0638:                Primary Azimuth Mark                     Grid Az
 AV0638:SPC LA S     -  SAGRERA AZ MK                            001 54 42.5
 AV0638:UTM  15      -  SAGRERA AZ MK                            001 05 00.7
 AV0638
 AV0638|---------------------------------------------------------------------|
 AV0638| PID    Reference Object                     Distance      Geod. Az  |
 AV0638|                                                           dddmmss.s |
 AV0638| CV9367 SAGRERA AZ MK                                      0012837.1 |
 AV0638| AV0641 SAGRERA 1955 RM 1                    31.029 METERS 09243     |
 AV0638| AV0640 SAGRERA 1955 RM 3                    87.659 METERS 16853     |
 AV0638| CV9368 SAGRERA RM 2                         29.941 METERS 34154     |
 AV0638|---------------------------------------------------------------------|
 AV0638
 AV0638                          SUPERSEDED SURVEY CONTROL
 AV0638
 AV0638  NAD 83(1986)-  29 34 39.54457(N)    092 12 10.65177(W) AD(       ) 2
 AV0638  NAD 27      -  29 34 38.76100(N)    092 12 10.18500(W) AD(       ) 2
 AV0638  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AV0638
 AV0638.Superseded values are not recommended for survey control.
 AV0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0638.See file dsdata.txt to determine how the superseded data were derived.
 AV0638
 AV0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7719772252(NAD 83)
 AV0638_MARKER: DD = SURVEY DISK
 AV0638_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0638_SP_SET: CLAY TILE IN EARTH
 AV0638_STAMPING: SAGRERA 1955
 AV0638_MARK LOGO: CGS   
 AV0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0638+STABILITY: SURFACE MOTION
 AV0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0638+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1991
 AV0638
 AV0638  HISTORY     - Date     Condition        Report By
 AV0638  HISTORY     - 1955     MONUMENTED       CGS
 AV0638  HISTORY     - 1955     GOOD             CGS
 AV0638  HISTORY     - 1959     GOOD             CGS
 AV0638  HISTORY     - 1966     GOOD             CGS
 AV0638  HISTORY     - 1979     GOOD             NGS
 AV0638  HISTORY     - 19910131 GOOD             NOS
 AV0638
 AV0638                          STATION DESCRIPTION
 AV0638
 AV0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0638'THE STATION IS LOCATED ON THE GULF COAST, ABOUT 6-1/2 MILES
 AV0638'SOUTHWEST OF VERMILION BAY AT ITS NEAREST POINT, 3/4 MILE
 AV0638'NORTH OF THE BEACH AND 3/4 MILE NORTH OF EAST END OF CHENIER
 AV0638'AU TIGRE ISLAND.  THE STATION IS ON LAND OWNED BY MR. SEMMES
 AV0638'SAGRERA, WHO LIVES ABOUT 8 MILES SOUTH OF ABBEVILLE AND 0.15
 AV0638'MILE WEST OF THE ESTHER POST OFFICE.
 AV0638'
 AV0638'TO REACH THE STATION FROM INTRACOASTAL CITY, VIA SCHOONER
 AV0638'BAYOU CUTOFF TO VERMILION BAY, CUT ACROSS NORTHWEST CORNER
 AV0638'OF VERMILION BAY TO DEEPWATER BAYOU.  FOLLOW DEEPWATER BAYOU,
 AV0638'SOUTH, TO PAUL S. RAINEY WILDLIFE SANCTUARY HEADQUARTERS
 AV0638'BUILDING.  CONTINUE STRAIGHT AHEAD FOR 7 MILES TO A POINT
 AV0638'WHERE THE CANAL MAKES A 90 DEGREE TURN TO THE EAST.  STATION
 AV0638'IS ON THE RIGHT AT THIS POINT.
 AV0638'
 AV0638'THE STATION IS A STANDARD DISK, STAMPED SAGRERA 1955, SET IN
 AV0638'THE TOP OF AN 8 INCH TILE PIPE, FILLED WITH CONCRETE, WHICH
 AV0638'PROJECTS 1 FOOT ABOVE THE GROUND.  LOCATED 20 FEET SOUTH OF
 AV0638'SOUTH EDGE OF CANAL, 3.6 FEET SOUTH OF A WHITE WITNESS POST.
 AV0638'
 AV0638'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SAGRERA
 AV0638'NO. 1 1955, SET IN THE TOP OF AN 8 INCH TILE PIPE, FILLED
 AV0638'WITH CONCRETE, WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 AV0638'LOCATED 14 FEET NORTH OF WEST EDGE OF A SMALL POND, 9.5 FEET
 AV0638'SOUTH OF SOUTH EDGE OF CANAL.
 AV0638'
 AV0638'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SAGRERA
 AV0638'NO. 2 1955, SET IN THE TOP OF AN 8 INCH TILE PIPE, FILLED
 AV0638'WITH CONCRETE, WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 AV0638'LOCATED 6 FEET WEST OF WEST EDGE OF CANAL, 55 FEET NORTHEAST
 AV0638'OF END OF A TRACK ROAD.
 AV0638'
 AV0638'AZIMUTH MARK IS A STANDARD DISK, STAMPED SAGRERA 1955, SET IN
 AV0638'THE TOP OF AN 8 INCH TILE PIPE, FILLED WITH CONCRETE, WHICH
 AV0638'PROJECTS 6 INCHES ABOVE THE GROUND.  LOCATED 0.2 MILE NORTH
 AV0638'OF THE STATION, 2-1/2 FEET WEST OF A WHITE WITNESS POST AND
 AV0638'32 FEET EAST OF EAST EDGE OF THE CANAL.
 AV0638'
 AV0638'NOTE--OBSERVATIONS MADE FROM A 103 FOOT STEEL TOWER.
 AV0638
 AV0638                          STATION RECOVERY (1955)
 AV0638
 AV0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 AV0638'RECOVERED IN GOOD CONDITION.
 AV0638
 AV0638                          STATION RECOVERY (1959)
 AV0638
 AV0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEC)
 AV0638'STATION RECOVERED IN GOOD CONDITION.
 AV0638'
 AV0638'THE AZIMUTH MARK IS 0.5 MILES FROM STATION NOT 0.2 MILES.
 AV0638
 AV0638                          STATION RECOVERY (1966)
 AV0638
 AV0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0638'THE STATION MARK AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AV0638'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 AV0638'TO BE LOST DUE TO EROSION OF THE CANAL BANK.  THE AZIMUTH
 AV0638'MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED TO STILL
 AV0638'BE INTACT BUT THE BRUSH AND GRASS IS VERY THICK AND SEARCH
 AV0638'WAS DIFFICULT.  THE STATION MARK PROJECTS 8 INCHES AND A
 AV0638'METAL WITNESS POST WAS SET AT THIS MARK.  REFERENCE MARK 1
 AV0638'PROJECTS 6 INCHES AND IS 8 FEET SOUTH OF THE SOUTH BANK OF
 AV0638'THE CANAL.  THE STATION WAS REACHED BY FLOAT PLANE AND
 AV0638'LANDING WAS MADE IN THE CANAL TO THE NORTH OF THE STATION BUT
 AV0638'THE CANAL IS NARROW AND THE STATION IS BEST REACHED BY
 AV0638'BOAT.  THE DESCRIPTION IS ADEQUATE.
 AV0638
 AV0638                          STATION RECOVERY (1979)
 AV0638
 AV0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0638'STATION MARK AND REFERENCE MARK NO 1 WAS RECOVERED AND FOUND IN
 AV0638'GOOD CONDITION.  A THOROUGH SEARCH WAS MADE FOR REFERENCE MARK 2
 AV0638'AND THE AZIMUTH MARK BUT THEY WERE NOT REOVERED AT THIS TIME.  A
 AV0638'LONGER DISTANCE WAS MEASURED TO REFERENCE MARK 1, THE DISTANCE
 AV0638'BEING 0.017 METERS.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AT
 AV0638'THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AV0638'
 AV0638'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF VERMILION BAY
 AV0638'3/4 MILE NORTH OF THE BEACH AND 3/4 MILE NORTH OF THE EAST END
 AV0638'OF CHENIER AU TIGRE ISLAND.
 AV0638'
 AV0638'THE DISTANCE TO REFERENCE MARK 1 IS 101.83 FEET, TO REFERENCE
 AV0638'MARK 3 IS 287.62 FEET AND BETWEEN REFERENCE MARKS 1 AND 3 IS
 AV0638'281.19 FEET.  THE ANGLE BETWEEN THE REFERENCE MARKS IS 76 DEGREES
 AV0638'10 MINUTES AND 36.62 SECONDS.
 AV0638'
 AV0638'THE STATION WAS REACHED BY HELICOPTER FROM THE LAKE CHALRES
 AV0638'AIRPORT.
 AV0638'
 AV0638'THE STATION IS A STANDARD CGS DISK
 AV0638'STAMPED---SAGRERA 1955---,
 AV0638'SET INTO THE TOP OF A 8-INCH TILE PIPE FILLED WITH CONCRETE THAT
 AV0638'PROJECTS 12 INCHES.
 AV0638'IT IS LOCATED
 AV0638'10 FEET SOUTH FROM OF SOUTH EDGE OF A CANAL WHERE CANAL MAKES A
 AV0638'90 DEGREE TURN TO THE WEST AND
 AV0638'1 FOOT NORTH FROM METAL WITNESS POST AND SIGN THAT
 AV0638'PROJECTS 7 FEET.
 AV0638'
 AV0638'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AV0638'STAMPED---SAGRERA NO 1 1955---,
 AV0638'SET INTO THE TOP OF AN 8-INCH TILE PIPE FILLED WITH CONCRETE
 AV0638'PROJECTING 30 CM ABOVE THE GROUND.  IT IS LOCATED
 AV0638'25.3 FEET NORTHEAST FROM SQUARE CONCRETE POST PROJECTING 24
 AV0638'INCHES AND
 AV0638'3 FEET SOUTH FROM THE SOUTH EDGE OF THE CANAL.
 AV0638'MARK IS LEVEL WITH STATION.
 AV0638'
 AV0638'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AV0638'STAMPED---SAGRERA 1955 NO 3 1979---,
 AV0638'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 15 FEET INTO
 AV0638'GROUND AND PROJECTS 18 INCHES.
 AV0638'IT IS LOCATED
 AV0638'298 FEET SOUTH FROM SOUTH EDGE OF A CANAL IN OPEN AREA AND
 AV0638'120 FEET EAST FROM LINE OF TALL TREES.
 AV0638'MARK IS LEVEL WITH STATION.
 AV0638'
 AV0638'THE STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL SURVEY
 AV0638'SYSTEM.
 AV0638
 AV0638                          STATION RECOVERY (1991)
 AV0638
 AV0638'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AV0638'THE STATION IS LOCATED APPROX 10.46 KM (6.50 MI) SOUTWEST OF
 AV0638'VERMILIOM BAY, 1.21 KM (0.75 MI) NORTH OF THE BEACH, 1.21 KM
 AV0638'(0.75 MI)   NORTH OF THE EAST END OF CHENIER AU TIGRE ISLAND AND 9.14
 AV0638'KM (5.68 MI)  SOUTH OF THE END OF MCHILHENNY CANAL. THE STATION IS ON
 AV0638'THE PROPERTY OF AUSTIN SAGRERA OF ESTHER PHONE (318)893-5277.
 AV0638'TO REACH THE STATION FORM THE PUBLIC BOAT RAMP IN INTRACOASTAL
 AV0638'CITY, HEAD SOUTHWEST FOR 7.08 KM (4.40 MI) TO THE INTERSECTION OF
 AV0638'FRESHWATER BAYOU CANAL AND VERMILION BAY.  HEAD SOUTHEAST INTO
 AV0638'VERMILION BAY FOR 1.77 KM (1.10 MI) TO THE POINT WHERE THE CHANNEL
 AV0638'MARKERS TURN WEST.  FOLLOW WEST FOR 1.77 KM (1.10 MI) TO THE MOUTH OF
 AV0638'BELLE ISLE BAYOU, FOLLOW FOR APPROXIMATELY 5.0 KM (3.11 MI) TO THE
 AV0638'MCILHENNY CANAL.  PERMISSION IS NEEDED TO USE MCILHENNY CANAL.  MR.
 AV0638'LONNIE LEGE, SUPERINTENDENT, ROUTE 4, BOX 92D, ABBEVILLE, LA, OR AT
 AV0638'THE AUDUBON SOCIETY CAMP.  CONTINUE SOUTH DOWN MCILHENNY CANAL FOR
 AV0638'10.94 KM (6.80 MI) TO WHERE THE CANAL MAKES A 90 DEGREE TURN TO THE
 AV0638'EAST AND THE STATION ON THE SOUTH BANK.
 AV0638'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY BRONZE DISK
 AV0638'STAMPED --- SAGRERA 1955--- SET IN THE TOP OF AN 8 INCH TILE PIPE
 AV0638'FILLED WITH CONCRETE THAT PROJECTS 2 INCHES.  IT IS 3.05 M
 AV0638'(10.01 FT)  SOUTH OF THE SOUTH EDGE OF THE MCILHENNY CANAL WHERE THE
 AV0638'CANAL MAKES A 90 DEGREE TURN AND 0.31 M (1.02 FT) NORTH OF A 7 FT
 AV0638'(2.13 M) TALL POLE WITH A WITNESS SIGN.
 AV0638'DESCRIBED BY A.L. GRIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0641 ***********************************************************************
 AV0641  DESIGNATION -  SAGRERA 1955 RM 1
 AV0641  PID         -  AV0641
 AV0641  STATE/COUNTY-  LA/VERMILION
 AV0641  USGS QUAD   -  CHENIERE AU TIGRE (1979)
 AV0641
 AV0641                         *CURRENT SURVEY CONTROL
 AV0641  ___________________________________________________________________
 AV0641* NAD 83(1992)-  29 34 39.47525(N)    092 12 09.51200(W)     ADJUSTED  
 AV0641* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0641  **This station is located in a subsidence area (see below).
 AV0641  ___________________________________________________________________
 AV0641  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AV0641  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AV0641
 AV0641  HORZ ORDER  -  SECOND
 AV0641
 AV0641.The horizontal coordinates were established by classical geodetic methods
 AV0641.and adjusted by the National Geodetic Survey in January 1993..
 AV0641
 AV0641 ** The orthometric height has not been validated since last determined
 AV0641 ** by differential leveling and should not be used for control purposes.
 AV0641 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0641 ** area with valid NAVD 88 orthometric heights.
 AV0641 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0641 ** epoch indicated which incorporates improved geoid heights for the
 AV0641 ** Southern Louisiana Subsidence area.
 AV0641 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0641.The orthometric height was scaled from a topographic map.
 AV0641
 AV0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0641
 AV0641.The geoid height was determined by GEOID03.
 AV0641
 AV0641;                    North         East     Units Scale Factor Converg.
 AV0641;SPC LA S     -   119,769.921   915,775.493   MT  0.99995285   -0 26 04.8
 AV0641;SPC LA S     -   392,945.15  3,004,506.76   sFT  0.99995285   -0 26 04.8
 AV0641;UTM  15      - 3,272,250.316   577,228.167   MT  0.99967359   +0 23 36.9
 AV0641
 AV0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0641!SPC LA S     -   1.00000386  x   0.99995285  =   0.99995671
 AV0641!UTM  15      -   1.00000386  x   0.99967359  =   0.99967745
 AV0641
 AV0641                          SUPERSEDED SURVEY CONTROL
 AV0641
 AV0641  NAD 83(1986)-  29 34 39.49693(N)    092 12 09.50021(W) AD(       ) 2
 AV0641  NAD 27      -  29 34 38.71335(N)    092 12 09.03345(W) AD(       ) 2
 AV0641
 AV0641.Superseded values are not recommended for survey control.
 AV0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0641.See file dsdata.txt to determine how the superseded data were derived.
 AV0641
 AV0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7722872250(NAD 83)
 AV0641_MARKER: DD = SURVEY DISK
 AV0641_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0641_SP_SET: CLAY TILE IN EARTH
 AV0641_STAMPING: SAGRERA NO 1 1955
 AV0641_MARK LOGO: CGS   
 AV0641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AV0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0641+STABILITY: SURFACE MOTION
 AV0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0641+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1991
 AV0641
 AV0641  HISTORY     - Date     Condition        Report By
 AV0641  HISTORY     - 1955     MONUMENTED       CGS
 AV0641  HISTORY     - 19910120 GOOD             NOS
 AV0641
 AV0641                          STATION DESCRIPTION
 AV0641
 AV0641'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AV0641'THE STATION IS LOCATED ABOUT 10.46 KM (6.50 MI) SOUTHWEST OF
 AV0641'VERMILION BAY, 1.21 KM (0.75 MI) NORTH OF THE BEACH, 1.21 KM
 AV0641'(0.75 MI) NORTH OF THE EAST END OF CHENIER AU TIGRE ISLAND AND JUST
 AV0641'SOUTH OF THE END OF MCILHENNY CANAL.
 AV0641'TO REACH THE STATION FROM THE PUBLIC BOAT RAMP IN INTRACOASTAL
 AV0641'CITY, HEAD SOUTHWEST 7.08 KM (4.40 MI) TO THE INTERSECTION OF
 AV0641'FRESHWATER BAYOU CANAL AND VERMILION BAY.  HEAD SOUTHEAST INTO
 AV0641'VERMILION BAY FOR 1.77 KM (1.10 MI) TO WHERE THE CHANNEL MARKERS TURN
 AV0641'WEST.  FOLLOW WEST FOR 1.77 KM (1.10 MI) TO THE MOUTH OF BELLE ISLE
 AV0641'BAYOU.  FOLLOW FOR APPROXIMATELY 5.0 KM (3.11 MI) TO THE MCILHENNY
 AV0641'CANAL.  PERMISSION IS NEED TO USE THE CANAL.  MR. LONNIE LEGE,
 AV0641'SUPERINTENDENT, ROUTE 4, BOX 92D, ABBEVILLE LA, OR AT THE AUDUBON
 AV0641'SOCIETY CAMP.  CONTINUE SOUTH DOWN MCILHENNY CANAL FOR 10.94 KM
 AV0641'(6.80 MI) TO WHERE TO CANAL MAKES A 90 DEGREE TURN TO THE EAST AND
 AV0641'STATION ON THE SOUTH BANK.
 AV0641'THE STATION IS A STANDARD USCGS BRONZE DISK STAMPED ---SAGRERA NO
 AV0641'1 1955--- SET IN THE TOP OF AN 8 INCH TILE PIPE FILLED WITH CNCRETE
 AV0641'WHICH PROJECTS 3 IN.  IT IS LOCATED 31.04 M (101.84 FT) EAST OF THE
 AV0641'STATION AND WITNESS POST, AND 0.5 M (1.64 FT) SOUTH OF THE SOUTH EDGE
 AV0641'OF MCILHENNY CANAL.
 AV0641'DESCRIBED BY A.L. GRIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0640 ***********************************************************************
 AV0640  DESIGNATION -  SAGRERA 1955 RM 3
 AV0640  PID         -  AV0640
 AV0640  STATE/COUNTY-  LA/VERMILION
 AV0640  USGS QUAD   -  CHENIERE AU TIGRE (1979)
 AV0640
 AV0640                         *CURRENT SURVEY CONTROL
 AV0640  ___________________________________________________________________
 AV0640* NAD 83(1992)-  29 34 36.72931(N)    092 12 10.03575(W)     ADJUSTED  
 AV0640* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AV0640  **This station is located in a subsidence area (see below).
 AV0640  ___________________________________________________________________
 AV0640  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AV0640  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AV0640
 AV0640  HORZ ORDER  -  THIRD
 AV0640
 AV0640.The horizontal coordinates were established by classical geodetic methods
 AV0640.and adjusted by the National Geodetic Survey in January 1993..
 AV0640.No horizontal observational check was made to the station.
 AV0640
 AV0640 ** The orthometric height has not been validated since last determined
 AV0640 ** by differential leveling and should not be used for control purposes.
 AV0640 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0640 ** area with valid NAVD 88 orthometric heights.
 AV0640 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0640 ** epoch indicated which incorporates improved geoid heights for the
 AV0640 ** Southern Louisiana Subsidence area.
 AV0640 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0640
 AV0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0640
 AV0640.The geoid height was determined by GEOID03.
 AV0640
 AV0640;                    North         East     Units Scale Factor Converg.
 AV0640;SPC LA S     -   119,685.486   915,760.756   MT  0.99995294   -0 26 05.1
 AV0640;SPC LA S     -   392,668.13  3,004,458.41   sFT  0.99995294   -0 26 05.1
 AV0640;UTM  15      - 3,272,165.700   577,214.656   MT  0.99967356   +0 23 36.7
 AV0640
 AV0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0640!SPC LA S     -   1.00000389  x   0.99995294  =   0.99995683
 AV0640!UTM  15      -   1.00000389  x   0.99967356  =   0.99967745
 AV0640
 AV0640                          SUPERSEDED SURVEY CONTROL
 AV0640
 AV0640  NAD 83(1986)-  29 34 36.75100(N)    092 12 10.02395(W) AD(       ) 3
 AV0640  NAD 27      -  29 34 35.96732(N)    092 12 09.55716(W) AD(       ) 3
 AV0640  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 AV0640
 AV0640.Superseded values are not recommended for survey control.
 AV0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0640.See file dsdata.txt to determine how the superseded data were derived.
 AV0640
 AV0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7721572166(NAD 83)
 AV0640_MARKER: DD = SURVEY DISK
 AV0640_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0640_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0640
 AV0640  HISTORY     - Date     Condition        Report By
 AV0640  HISTORY     - 1979     MONUMENTED       NGS
 AV0640
 AV0640                          STATION DESCRIPTION
 AV0640
 AV0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AV0640'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF VERMILION BAY
 AV0640'3/4 MILE NORTH OF THE BEACH AND 3/4 MILE NORTH OF THE EAST END
 AV0640'OF CHENIER AU TIGRE ISLAND.
 AV0640'
 AV0640'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 3 IS
 AV0640'281.19 FEET.  THE ANGLE BETWEEN THE REFERENCE MARKS IS 76 DEGREES
 AV0640'10 MINUTES AND 36.62 SECONDS.
 AV0640'
 AV0640'THE STATION WAS REACHED BY HELICOPTER FROM THE LAKE CHALRES
 AV0640'AIRPORT.
 AV0640'
 AV0640'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AV0640'STAMPED---SAGRERA 1955 NO 3 1979---,
 AV0640'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 15 FEET INTO
 AV0640'GROUND AND PROJECTS 18 INCHES.
 AV0640'IT IS LOCATED
 AV0640'298 FEET SOUTH FROM SOUTH EDGE OF A CANAL IN OPEN AREA AND
 AV0640'120 FEET EAST FROM LINE OF TALL TREES.
 AV0640'MARK IS LEVEL WITH STATION SAGRERA.
 AV0640'
 AV0640'THE STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL SURVEY
 AV0640'SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3075 ***********************************************************************
 CQ3075  DESIGNATION -  SAILES
 CQ3075  PID         -  CQ3075
 CQ3075  STATE/COUNTY-  LA/BIENVILLE
 CQ3075  USGS QUAD   -  SAILES (1986)
 CQ3075
 CQ3075                         *CURRENT SURVEY CONTROL
 CQ3075  ___________________________________________________________________
 CQ3075* NAD 83(1992)-  32 25 58.11461(N)    093 04 43.14821(W)     ADJUSTED  
 CQ3075* NAVD 88     -        97.9    (meters)     321.     (feet)  VERTCON   
 CQ3075  ___________________________________________________________________
 CQ3075  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CQ3075  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3075
 CQ3075  HORZ ORDER  -  FIRST
 CQ3075
 CQ3075.The horizontal coordinates were established by classical geodetic methods
 CQ3075.and adjusted by the National Geodetic Survey in January 1993..
 CQ3075
 CQ3075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3075
 CQ3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3075
 CQ3075.The geoid height was determined by GEOID03.
 CQ3075
 CQ3075;                    North         East     Units Scale Factor Converg.
 CQ3075;SPC LA N     -   214,448.900   945,582.444   MT  0.99995503   -0 18 21.4
 CQ3075;SPC LA N     -   703,571.10  3,102,298.40   sFT  0.99995503   -0 18 21.4
 CQ3075;UTM  15      - 3,588,413.738   492,605.981   MT  0.99960067   -0 02 31.9
 CQ3075
 CQ3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3075!SPC LA N     -   0.99998867  x   0.99995503  =   0.99994370
 CQ3075!UTM  15      -   0.99998867  x   0.99960067  =   0.99958934
 CQ3075
 CQ3075:                Primary Azimuth Mark                     Grid Az
 CQ3075:SPC LA N     -  SAILES AZ MK 2                           066 12 17.4
 CQ3075:UTM  15      -  SAILES AZ MK 2                           065 56 27.9
 CQ3075
 CQ3075|---------------------------------------------------------------------|
 CQ3075| PID    Reference Object                     Distance      Geod. Az  |
 CQ3075|                                                           dddmmss.s |
 CQ3075| CX6216 SAILES AZ MK 2                                     0655356.0 |
 CQ3075| CX6219 SAILES RM 3                          21.822 METERS 11633     |
 CQ3075| CX6217 SAILES RM 1                          28.842 METERS 12301     |
 CQ3075| CX6215 SAILES AZ MK                                       1964454.7 |
 CQ3075| CQ3074 SAILES LOOKOUT TOWER LADC           APPROX. 6.8 KM 2135526.7 |
 CQ3075| CX6218 SAILES RM 2                          17.756 METERS 22230     |
 CQ3075|---------------------------------------------------------------------|
 CQ3075
 CQ3075                          SUPERSEDED SURVEY CONTROL
 CQ3075
 CQ3075  NAD 83(1986)-  32 25 58.12780(N)    093 04 43.13944(W) AD(       ) 1
 CQ3075  NAD 27      -  32 25 57.56900(N)    093 04 42.55600(W) AD(       ) 1
 CQ3075  NGVD 29 (07/19/86)   98.0    (m)          322.     (f) VERT ANG       
 CQ3075
 CQ3075.Superseded values are not recommended for survey control.
 CQ3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3075.See file dsdata.txt to determine how the superseded data were derived.
 CQ3075
 CQ3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9260688414(NAD 83)
 CQ3075_MARKER: DS = TRIANGULATION STATION DISK
 CQ3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3075
 CQ3075  HISTORY     - Date     Condition        Report By
 CQ3075  HISTORY     - 1941     MONUMENTED       CGS
 CQ3075  HISTORY     - 1965     SEE DESCRIPTION  CGS
 CQ3075  HISTORY     - 1966     GOOD             CGS
 CQ3075  HISTORY     - 1971     GOOD             NGS
 CQ3075
 CQ3075                          STATION DESCRIPTION
 CQ3075
 CQ3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3075'STATION IS ABOUT 1-1/2 MILES E OF THE VILLAGE SAILES IN
 CQ3075'SECTION 27, T 17 N, R 7 W ON PROPERTY OWNED AND OCCUPIED
 CQ3075'BY LEWIS SMITH (COLORED), 28 FEET N OF THE CENTER OF A WOODS
 CQ3075'ROAD, 12 FEET NW OF A 12-INCH PINE TREE, 10 FEET E OF AN
 CQ3075'8-INCH PINE TREE, 15 FEET S OF A 10-INCH PINE TREE AND 4
 CQ3075'FEET SSW OF A WHITE REFERENCE POST.  THE STATION IS STAMPED
 CQ3075'SAILES 1941 AND PROJECTS 4 INCHES.
 CQ3075'
 CQ3075'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ3075'BRONZE DISKS SET IN CONCRETE.
 CQ3075'
 CQ3075'REFERENCE MARK NO. 1 IS 18 FEET ENE OF A 16-INCH PINE TREE,
 CQ3075'13 FEET WSW OF A 6-INCH PINE TREE, 8 FEET S OF THE CENTER
 CQ3075'OF WOODS ROAD, IS STAMPED SAILES NO. 1 1941 AND PROJECTS
 CQ3075'6 INCHES.
 CQ3075'
 CQ3075'REFERENCE MARK NO. 2 IS 10 FEET W OF A 12-INCH PINE TREE,
 CQ3075'10 FEET E OF A 12-INCH PINE TREE, 7 FEET S OF THE CENTER
 CQ3075'OF A WOODS ROAD, IS STAMPED SAILES NO. 2 1941 AND PROJECTS
 CQ3075'8 INCHES.
 CQ3075'
 CQ3075'THE AZIMUTH MARK IS ON PROPERTY OF MITCHELL MURPHY, 74 FEET
 CQ3075'S OF THE CENTER OF A GRAVEL ROAD, 47 FEET S OF A WHITE REFERENCE
 CQ3075'POST, 47 FEET NE OF THE NE CORNER OF MITCHELL MURPHYS HOUSE,
 CQ3075'15 FEET W OF THE CENTER OF A DRIVEWAY, IS STAMPED SAILES
 CQ3075'1941 AND PROJECTS 5 INCHES.
 CQ3075'
 CQ3075'TO REACH THE STATION FROM SAILES, GO E ON A GRAVEL ROAD
 CQ3075'1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON
 CQ3075'GRAVEL ROAD 0.6 MILE TO A GRADED DIRT ROAD LEFT, TURN LEFT
 CQ3075'AND GO 0.8 MILE TO A CROSS ROAD, TURN LEFT AND GO 0.45 MILE
 CQ3075'TO THE STATION.
 CQ3075'
 CQ3075'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CQ3075
 CQ3075                          STATION RECOVERY (1965)
 CQ3075
 CQ3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3075'STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE DESTROYED BY
 CQ3075'LOGGING OPERATIONS.  THE SUB-SURFACE MARK WAS FOUND IN GOOD
 CQ3075'CONDITION.  A NEW SURFACE MARK WAS ESTABLISHED DIRECTLY OVER THE
 CQ3075'SUB-SURFACE MARK.  REFERENCE MARK NO. 2 WAS FOUND TILTED SLIGHTLY
 CQ3075'AS INDICATED BY THE CHECK THAT WAS MADE OF THE DISTANCE AND
 CQ3075'DIRECTION TO THE MARK.  DUE TO A HEAVY GROWTH OF TIMBER, THE
 CQ3075'ORIGINAL AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 CQ3075'STATION.  REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE
 CQ3075'ESTABLISHED.  A NEW ROUTE DESCRIPTION AND A DESCRIPTION OF
 CQ3075'ALL MARKS FOLLOWS--
 CQ3075'
 CQ3075'TO REACH FROM THE CITY HALL IN GIBSLAND, GO SOUTH ON STATE
 CQ3075'HIGHWAY NO. 154 FOR 1 BLOCK TO THE JUNCTION OF U.S. HIGHWAY
 CQ3075'NO. 80.  CONTINUE SOUTH ON STATE HIGHWAY NO. 154 FOR 2.85 MILES
 CQ3075'TO THE JUNCTION OF STATE HIGHWAY NO. 517.  TURN RIGHT AND GO
 CQ3075'SOUTHWEST ON STATE HIGHWAY NO. 154 FOR 2.35 MILES TO THE JUNCTION
 CQ3075'OF STATE HIGHWAY NO. 793.  CONTINUE ON STATE HIGHWAY NO. 154 FOR
 CQ3075'4.45 MILES TO THE JUNCTION OF STATE HIGHWAY NO. 516.  TURN LEFT
 CQ3075'AND GO EAST ON STATE HIGHWAY NO. 516 FOR 1.55 MILES TO THE
 CQ3075'1941 AZIMUTH MARK ON RIGHT.  CONTINUE ON HIGHWAY NO. 516 FOR
 CQ3075'0.65 MILE TO CROSSROAD AT THE TOP OF THE GRADE.  TURN LEFT AND
 CQ3075'GO NORTHERLY ON GRADED ROAD FOR 0.8 MILE TO CROSSROAD.
 CQ3075'(CONTINUE NORTHERLY ON GRADED ROAD FOR 0.1 MILE TO THE 1965
 CQ3075'AZIMUTH MARK ON RIGHT (EAST) SIDE OF THE ROAD).  TURN LEFT AND
 CQ3075'GO WEST ON DIRT ROAD FOR 0.35 MILE TO FORK AND STATION ON
 CQ3075'RIGHT AS DESCRIBED.
 CQ3075'
 CQ3075'STATION MARK, A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 CQ3075'ROUND CONCRETE MONUMENT AND STAMPED SAILES 1941 1965 IS 42 FEET
 CQ3075'EAST OF A 14 INCH TREE WITH A TRIANGLE BLAZE, 32 FEET NORTH OF A
 CQ3075'SAND TRACK ROAD AND 4.5 FEET EAST OF A STEEL WITNESS POST WITH A
 CQ3075'METAL SIGN.  THE MARK PROJECTS 3 INCHES.
 CQ3075'
 CQ3075'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF A
 CQ3075'SQUARE CONCRETE MONUMENT AND STAMPED SAILES 1941 NO. 2 IS 48-1/2
 CQ3075'FEET SOUTH OF A 14 INCH TREE WITH A TRIANGLE BLAZE AND 8-1/2 FEET
 CQ3075'SOUTH OF A SAND TRACK ROAD.  THE MARK PROJECTS 7 INCHES.
 CQ3075'
 CQ3075'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN THE TOP OF A ROUND
 CQ3075'CONCRETE MONUMENT AND STAMPED SAILES 1941 1965 NO. 3 IS 13-1/2
 CQ3075'FEET NORTH OF THE SAND TRACK ROAD.  THE MARK PROJECTS 5
 CQ3075'INCHES.
 CQ3075'
 CQ3075'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 CQ3075'MONUMENT AND STAMPED SAILES 1941 RESET 1965 IS 14 FEET EAST OF THE
 CQ3075'APPROXIMATE CENTERLINE OF A SAND ROAD AND 3 FEET WEST OF A STEEL
 CQ3075'WITNESS POST WITH A METAL SIGN.  THE MARK PROJECTS 3
 CQ3075'INCHES.
 CQ3075'
 CQ3075'THE 1941 AZIMUTH HAS BEEN DESTROYED.
 CQ3075'
 CQ3075'HEIGHT OF LIGHT ABOVE STATION MARK 34.45 METERS.
 CQ3075
 CQ3075                          STATION RECOVERY (1966)
 CQ3075
 CQ3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 CQ3075'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CQ3075
 CQ3075                          STATION RECOVERY (1971)
 CQ3075
 CQ3075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ3075'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 CQ3075'
 CQ3075'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND THE
 CQ3075'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 CQ3075'DISTANCE AND DIRECTION TO REFERENCE MARK 3 AND THE AZIMUTH MARK
 CQ3075'CHECKED FAVORABLE.  A DIFFERENCE OF 0.010 METER WAS FOUND TO
 CQ3075'REFERENCE MARK 2.  DUE TO SOME GRADING NEAR THE STATION A NEW
 CQ3075'DESCRIPTION FOLLOWS.
 CQ3075'
 CQ3075'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTHWEST OF BIENVILLE,
 CQ3075'7 MILES SOUTH-SOUTHWEST OF GIBSLAND, IN SECTION 27, T 17 N, R 7 W
 CQ3075'AND ON THE PROPERTY OF THE CONTINENTAL CAN CO., FORESTRY DIVISION,
 CQ3075'HODGE, LOUISIANA, 71247.
 CQ3075'
 CQ3075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CQ3075'STATE HIGHWAY 154 IN GIBSLAND, GO SOUTH ON STATE HIGHWAY 154 FOR
 CQ3075'2.9 MILES TO THE JUNCTION OF STATE HIGHWAY 517.  TURN RIGHT AND
 CQ3075'CONTINUE SOUTHWESTERLY ON STATE HIGHWAY 154 FOR 7.1 MILES TO A
 CQ3075'CROSSROAD AND JUNCTION OF STATE HIGHWAY 516.  TURN LEFT AND GO
 CQ3075'EAST ON STATE HIGHWAY 516 FOR 2.25 MILES TO A DIRT ROAD
 CQ3075'LEFT.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.8 MILE TO A
 CQ3075'DIRT SIDE ROAD LEFT, JUST BEFORE REACHING THE AZIMUTH MARK
 CQ3075'0.05 MILE TO THE NORTH ON THE RIGHT SIDE OF DIRT ROAD.  TURN
 CQ3075'LEFT AND GO WEST ON A TRACK ROAD FOR 0.35 MILE TO THE STATION
 CQ3075'ON THE RIGHT.
 CQ3075'
 CQ3075'THE STATION MARKS ARE STANDARD DISKS STAMPED SAILES 1941
 CQ3075'1965.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ3075'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 31
 CQ3075'FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 5 FEET NORTH OF A
 CQ3075'METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN THE
 CQ3075'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CQ3075'GROUND SURFACE.
 CQ3075'
 CQ3075'REFERENCE MARK 2, A STANDARD DISK STAMPED SAILES NO 2 1941, IS
 CQ3075'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CQ3075'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET NORTHWEST OF A
 CQ3075'6-INCH PINE TREE, 20 FEET NORTH OF A 12-INCH PINE TREE AND 9 FEET
 CQ3075'SOUTH OF THE CENTER OF THE TRACK ROAD.
 CQ3075'
 CQ3075'REFERENCE MARK 3, A STANDARD DISK STAMPED SAILES NO 3 1941
 CQ3075'1965, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3075'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET
 CQ3075'EAST OF AN 8-INCH PINE TREE AND 17 FEET NORTH OF THE CENTER OF
 CQ3075'THE TRACK ROAD.
 CQ3075'
 CQ3075'AZIMUTH MARK, A STANDARD DISK STAMPED SAILES RESET 1941 1965,
 CQ3075'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.  IT
 CQ3075'IS 19 FEET EAST OF THE CENTER OF THE TRACK ROAD, 9.5 FEET
 CQ3075'SOUTH-SOUTHEAST OF A TWIN TRUNK GUM TREE AND 4 FEET NORTHWEST OF
 CQ3075'A METAL WITNESS POST WITH SIGN.
 CQ3075'
 CQ3075'HEIGHT OF LIGHT ABOVE STATION MARK 98.9 FEET.
 CQ3075'
 CQ3075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3075'7 MILES SOUTH-SOUTHWEST OF GIBSLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3074 ***********************************************************************
 CQ3074  DESIGNATION -  SAILES LOOKOUT TOWER LADC
 CQ3074  PID         -  CQ3074
 CQ3074  STATE/COUNTY-  LA/BIENVILLE
 CQ3074  USGS QUAD   -  SAILES (1986)
 CQ3074
 CQ3074                         *CURRENT SURVEY CONTROL
 CQ3074  ___________________________________________________________________
 CQ3074* NAD 83(1992)-  32 22 55.36140(N)    093 07 07.98447(W)     ADJUSTED  
 CQ3074* NAVD 88     -                                                        
 CQ3074  ___________________________________________________________________
 CQ3074  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CQ3074  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ3074
 CQ3074  HORZ ORDER  -  THIRD
 CQ3074
 CQ3074.The horizontal coordinates were established by classical geodetic methods
 CQ3074.and adjusted by the National Geodetic Survey in January 1993..
 CQ3074
 CQ3074
 CQ3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3074
 CQ3074.The geoid height was determined by GEOID03.
 CQ3074
 CQ3074;                    North         East     Units Scale Factor Converg.
 CQ3074;SPC LA N     -   208,840.663   941,766.815   MT  0.99994748   -0 19 37.9
 CQ3074;SPC LA N     -   685,171.41  3,089,779.96   sFT  0.99994748   -0 19 37.9
 CQ3074;UTM  15      - 3,582,789.973   488,817.525   MT  0.99960154   -0 03 49.2
 CQ3074
 CQ3074                          SUPERSEDED SURVEY CONTROL
 CQ3074
 CQ3074  NAD 83(1986)-  32 22 55.37420(N)    093 07 07.97619(W) AD(       ) 4
 CQ3074  NAD 27      -  32 22 54.81300(N)    093 07 07.38800(W) AD(       ) 3
 CQ3074
 CQ3074.Superseded values are not recommended for survey control.
 CQ3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3074.See file dsdata.txt to determine how the superseded data were derived.
 CQ3074
 CQ3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8881882790(NAD 83)
 CQ3074_MARKER: 57 = LOOKOUT TOWER
 CQ3074
 CQ3074  HISTORY     - Date     Condition        Report By
 CQ3074  HISTORY     - 1941     FIRST OBSERVED   CGS
 CQ3074
 CQ3074                          STATION DESCRIPTION
 CQ3074
 CQ3074'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3074'STATION IS ABOUT 3 MILES SW OF THE VILLAGE OF SAILES, ABOUT
 CQ3074'100 YARDS NW OF SECTION CORNERS 7, 8, 17 AND 18, T 16 N, R 7 W,
 CQ3074'AND IS THE LOOKOUT TOWER OWNED AND OPERATED BY THE LOUISIANA
 CQ3074'DEPARTMENT OF CONSERVATION, DIVISION OF FORESTRY.  BUILT IN 1932,
 CQ3074'THE LOOKOUT CABIN IS SUPPORTED BY A FOUR-LEGGED STEEL TOWER 100
 CQ3074'FEET HIGH.  THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3083 ***********************************************************************
 CQ3083  DESIGNATION -  SAILES LOT
 CQ3083  PID         -  CQ3083
 CQ3083  STATE/COUNTY-  LA/BIENVILLE
 CQ3083  USGS QUAD   -  JAMESTOWN (1986)
 CQ3083
 CQ3083                         *CURRENT SURVEY CONTROL
 CQ3083  ___________________________________________________________________
 CQ3083* NAD 83(1992)-  32 21 46.00560(N)    093 08 24.63484(W)     ADJUSTED  
 CQ3083* NAVD 88     -                                                        
 CQ3083  ___________________________________________________________________
 CQ3083  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CQ3083  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ3083
 CQ3083  HORZ ORDER  -  THIRD
 CQ3083
 CQ3083.The horizontal coordinates were established by classical geodetic methods
 CQ3083.and adjusted by the National Geodetic Survey in January 1993..
 CQ3083.No horizontal observational check was made to the station.
 CQ3083
 CQ3083
 CQ3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3083
 CQ3083.The geoid height was determined by GEOID03.
 CQ3083
 CQ3083;                    North         East     Units Scale Factor Converg.
 CQ3083;SPC LA N     -   206,716.038   939,750.796   MT  0.99994481   -0 20 18.5
 CQ3083;SPC LA N     -   678,200.87  3,083,165.74   sFT  0.99994481   -0 20 18.5
 CQ3083;UTM  15      - 3,580,656.834   486,811.987   MT  0.99960214   -0 04 30.1
 CQ3083
 CQ3083                          SUPERSEDED SURVEY CONTROL
 CQ3083
 CQ3083  NAD 83(1986)-  32 21 46.01925(N)    093 08 24.62647(W) AD(       ) 4
 CQ3083  NAD 27      -  32 21 45.45912(N)    093 08 24.03873(W) AD(       ) 3
 CQ3083
 CQ3083.Superseded values are not recommended for survey control.
 CQ3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3083.See file dsdata.txt to determine how the superseded data were derived.
 CQ3083
 CQ3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8681280657(NAD 83)
 CQ3083_MARKER: 57 = LOOKOUT TOWER
 CQ3083
 CQ3083  HISTORY     - Date     Condition        Report By
 CQ3083  HISTORY     - 1965     FIRST OBSERVED   CGS
 CQ3083
 CQ3083                          STATION DESCRIPTION
 CQ3083
 CQ3083'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2913 ***********************************************************************
 AU2913  DESIGNATION -  SAINT
 AU2913  PID         -  AU2913
 AU2913  STATE/COUNTY-  LA/JEFFERSON
 AU2913  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2913
 AU2913                         *CURRENT SURVEY CONTROL
 AU2913  ___________________________________________________________________
 AU2913* NAD 83(1992)-  29 29 46.12272(N)    090 01 14.73981(W)     ADJUSTED  
 AU2913* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 AU2913  **This station is located in a subsidence area (see below).
 AU2913  ___________________________________________________________________
 AU2913  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU2913  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AU2913
 AU2913  HORZ ORDER  -  THIRD
 AU2913
 AU2913.The horizontal coordinates were established by classical geodetic methods
 AU2913.and adjusted by the National Geodetic Survey in January 1993..
 AU2913
 AU2913 ** The orthometric height has not been validated since last determined
 AU2913 ** by differential leveling and should not be used for control purposes.
 AU2913 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2913 ** area with valid NAVD 88 orthometric heights.
 AU2913 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2913 ** epoch indicated which incorporates improved geoid heights for the
 AU2913 ** Southern Louisiana Subsidence area.
 AU2913 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2913.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2913
 AU2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2913
 AU2913.The geoid height was determined by GEOID03.
 AU2913
 AU2913;                    North         East     Units Scale Factor Converg.
 AU2913;SPC LA S     -   111,147.378 1,127,272.748   MT  0.99996428   +0 39 22.7
 AU2913;SPC LA S     -   364,656.02  3,698,394.01   sFT  0.99996428   +0 39 22.7
 AU2913;UTM  15      - 3,266,655.927   788,848.649   MT  1.00062962   +1 28 04.4
 AU2913;UTM  16      - 3,266,759.856   207,123.700   MT  1.00065854   -1 29 18.2
 AU2913
 AU2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2913!SPC LA S     -   1.00000341  x   0.99996428  =   0.99996769
 AU2913!UTM  15      -   1.00000341  x   1.00062962  =   1.00063303
 AU2913!UTM  16      -   1.00000341  x   1.00065854  =   1.00066195
 AU2913
 AU2913|---------------------------------------------------------------------|
 AU2913| PID    Reference Object                     Distance      Geod. Az  |
 AU2913|                                                           dddmmss.s |
 AU2913| AU2915 BARATARIA WATERWAY LIGHT 44         262.765 METERS 12156     |
 AU2913| DD8036 SAINT RM 1                           17.573 METERS 15449     |
 AU2913| DD8037 SAINT RM 2                           19.209 METERS 25702     |
 AU2913| DD8035 SAINT AZ MK                                        3385521.7 |
 AU2913|---------------------------------------------------------------------|
 AU2913
 AU2913                          SUPERSEDED SURVEY CONTROL
 AU2913
 AU2913  NAD 83(1986)-  29 29 46.13663(N)    090 01 14.74594(W) AD(       ) 3
 AU2913  NAD 27      -  29 29 45.35452(N)    090 01 14.48423(W) AD(       ) 3
 AU2913  NGVD 29 (07/19/86)    3.     (m)           10.     (f) VERT ANG       
 AU2913
 AU2913.Superseded values are not recommended for survey control.
 AU2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2913.See file dsdata.txt to determine how the superseded data were derived.
 AU2913
 AU2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8884966656(NAD 83)
 AU2913_MARKER: DS = TRIANGULATION STATION DISK
 AU2913_SETTING: 0 = UNSPECIFIED SETTING
 AU2913
 AU2913  HISTORY     - Date     Condition        Report By
 AU2913  HISTORY     - 1966     MONUMENTED       CGS
 AU2913  HISTORY     - 1971     GOOD             USGS
 AU2913
 AU2913                          STATION DESCRIPTION
 AU2913
 AU2913'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2913'STATION IS ABOUT 18-1/2 MILES NORTH OF GRAND ISLE, 14 MILES
 AU2913'SOUTH-SOUTHEAST OF LAFITTE, 10 MILES SOUTHWEST OF HERMITAGE
 AU2913'AND ATOP A DRY SPOIL BANK ON THE WEST SIDE OF THE BARATARIA
 AU2913'WATERWAY.
 AU2913'
 AU2913'STATION MARK, A STANDARD DISK STAMPED SAINT 1966, IS CRIMPED
 AU2913'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.
 AU2913'IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.3
 AU2913'FEET.  IT IS 251 FEET SOUTHWEST OF THE WEST BANK OF THE
 AU2913'BARATARIA WATERWAY AND 3.6 FEET SOUTHWEST OF A METAL WITNESS
 AU2913'POST.
 AU2913'
 AU2913'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SAINT NO 1 1966,
 AU2913'IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD
 AU2913'24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 AU2913'WHICH PROJECTS 2 FEET.  IT IS 59 FEET SOUTHEAST OF THE METAL
 AU2913'WITNESS POST.
 AU2913'
 AU2913'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SAINT NO 2 1966,
 AU2913'IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 AU2913'FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 AU2913'PROJECTS 2 FEET.  IT IS 66 FEET WEST OF THE METAL WITNESS
 AU2913'POST.
 AU2913'
 AU2913'AZIMUTH MARK, A STANDARD DISK STAMPED SAINT 1966.  IT IS
 AU2913'LOCATED ABOUT 0.5 MILE NORTHWEST OF THE STATION AND ON THE
 AU2913'WEST SIDE OF THE BARATARIA WATERWAY.  IS CRIMPED TO THE TOP
 AU2913'OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AU2913'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.
 AU2913'IT IS 200 FEET SOUTH OF THE SOUTH BANK OF A CANAL AND 1 FOOT
 AU2913'NORTHWEST OF A METAL WITNESS POST.
 AU2913'
 AU2913'NOTE--STATION CAN BE REACHED BY AIRCRAFT OR BOAT.
 AU2913'
 AU2913'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 AU2913
 AU2913                          STATION RECOVERY (1971)
 AU2913
 AU2913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AU2913'SAINT AND R.M.S 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 AU2913'
 AU2913'DISTANCES CHECKED O.K.
 AU2913'
 AU2913'ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1249 ***********************************************************************
 AT1249  DESIGNATION -  SAINT MALO
 AT1249  PID         -  AT1249
 AT1249  STATE/COUNTY-  LA/ST BERNARD
 AT1249  USGS QUAD   -  POINTE AUX MARCHETTES (1994)
 AT1249
 AT1249                         *CURRENT SURVEY CONTROL
 AT1249  ___________________________________________________________________
 AT1249* NAD 83(1992)-  29 52 41.51748(N)    089 35 48.50659(W)     ADJUSTED  
 AT1249* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1249  **This station is located in a subsidence area (see below).
 AT1249  ___________________________________________________________________
 AT1249  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AT1249  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AT1249
 AT1249  HORZ ORDER  -  SECOND
 AT1249
 AT1249.The horizontal coordinates were established by classical geodetic methods
 AT1249.and adjusted by the National Geodetic Survey in May 1994..
 AT1249
 AT1249 ** The orthometric height has not been validated since last determined
 AT1249 ** by differential leveling and should not be used for control purposes.
 AT1249 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1249 ** area with valid NAVD 88 orthometric heights.
 AT1249 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1249 ** epoch indicated which incorporates improved geoid heights for the
 AT1249 ** Southern Louisiana Subsidence area.
 AT1249 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1249.The orthometric height was scaled from a topographic map.
 AT1249
 AT1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1249
 AT1249.The geoid height was determined by GEOID03.
 AT1249
 AT1249;                    North         East     Units Scale Factor Converg.
 AT1249;SPC LA S     -   154,036.626 1,167,736.664   MT  0.99992802   +0 52 05.8
 AT1249;SPC LA S     -   505,368.50  3,831,149.37   sFT  0.99992802   +0 52 05.8
 AT1249;UTM  16      - 3,308,121.528   249,195.090   MT  1.00037617   -1 17 39.5
 AT1249
 AT1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1249!SPC LA S     -   1.00000406  x   0.99992802  =   0.99993208
 AT1249!UTM  16      -   1.00000406  x   1.00037617  =   1.00038023
 AT1249
 AT1249|---------------------------------------------------------------------|
 AT1249| PID    Reference Object                     Distance      Geod. Az  |
 AT1249|                                                           dddmmss.s |
 AT1249| DD8038 SAINT MALO RM 1                      32.450 METERS 19332     |
 AT1249| AT1263 HOPEDALE                            APPROX. 8.4 KM 2145906.3 |
 AT1249| AT1269 SHELL BEACH OIL DERRICK             APPROX. 9.4 KM 2655336.3 |
 AT1249| DD8039 SAINT MALO RM 2                      32.097 METERS 27049     |
 AT1249|---------------------------------------------------------------------|
 AT1249
 AT1249                          SUPERSEDED SURVEY CONTROL
 AT1249
 AT1249  NAD 83(1992)-  29 52 41.51905(N)    089 35 48.50223(W) AD(       ) 2
 AT1249  NAD 83(1986)-  29 52 41.52741(N)    089 35 48.50491(W) AD(       ) 2
 AT1249  NAD 27      -  29 52 40.78700(N)    089 35 48.31400(W) AD(       ) 2
 AT1249
 AT1249.Superseded values are not recommended for survey control.
 AT1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1249.See file dsdata.txt to determine how the superseded data were derived.
 AT1249
 AT1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4919508122(NAD 83)
 AT1249_MARKER: DS = TRIANGULATION STATION DISK
 AT1249_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1249_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1249
 AT1249  HISTORY     - Date     Condition        Report By
 AT1249  HISTORY     - 1934     MONUMENTED       CGS
 AT1249  HISTORY     - 1952     GOOD             CGS
 AT1249  HISTORY     - 1966     GOOD             CGS
 AT1249  HISTORY     - 1969     GOOD             CGS
 AT1249  HISTORY     - 1971     GOOD             NGS
 AT1249
 AT1249                          STATION DESCRIPTION
 AT1249
 AT1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (PLS)
 AT1249'ON THE SE
 AT1249'SHORE OF LAKE
 AT1249'BORGNE, ABOUT 4 MILES E OF SHELL BEACH, ON THE S
 AT1249'BANK OF A SMALL BAYOU LOCALLY
 AT1249'KNOWN AS JAHNOKES DITCH, ABOUT
 AT1249'1/4 MILE S OF THE MOUTH OF BAYOU ST. MALO, ON A
 AT1249'SHELL MOUND IN
 AT1249'A CLUMP OF OAK TREES ABOUT 500 FEET FROM THE SHORE OF LAKE BORGNE,
 AT1249'AND 46 FEET
 AT1249'BACK FROM THE BANK OF THE BAYOU.  SURFACE MARK IS A
 AT1249'STANDARD BRONZE DISK SET IN
 AT1249'CONCRETE AT THE TOP OF A TILE.
 AT1249'UNDERGROUND MARK IS A STANDARD BRONZE DISK
 AT1249'SET IN CONCRETE.  REFERENCE MARK NO. 1 IS A STANDARD
 AT1249'BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP OF A TILE
 AT1249'IS 32.450 METERS (106.46 FEET)
 AT1249'FROM THE STATION IN S 13 DEG 32 MIN W.
 AT1249'SEC.  REFERENCE MARK NO. 2 IS
 AT1249'A STANDARD BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP OF
 AT1249'A TILE IS ON A SHELL MOUND ABOUT 60 FEET
 AT1249'FROM THE BANK OF THE BAYOU
 AT1249'AND 32.097 METERS (105.30 FEET) FROM
 AT1249'THE STATION N 89 DEG 12 MIN W.
 AT1249'THE DISTANCE BETWEEN THE REFERENCE
 AT1249'MARKS IS 40.284 METERS (132.16 FEET).
 AT1249
 AT1249                          STATION RECOVERY (1952)
 AT1249
 AT1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1249'STATION AND REFERENCE MARKS
 AT1249'RECOVERED IN GOOD
 AT1249'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 AT1249'
 AT1249'STATION IS LOCATED ON THE S SHORE OF LAKE BORGNE, ABOUT 5
 AT1249'MILES E OF THE
 AT1249'TOWN OF SHELL BEACH, ABOUT 1/4 MILE SW OF THE
 AT1249'MOUTH OF BAYOU ST. MALO, ON THE
 AT1249'SW BANK OF A SMALL BAYOU KNOWN
 AT1249'LOCALLY AS JAHNCKES DITCH, ABOUT 750 FEET FROM THE
 AT1249'MOUTH OF THE
 AT1249'BAYOU, ON THE HIGHEST BANK IN THE VICINITY, IN DENSE TREES.  IT
 AT1249'IS 32 FEET SW OF
 AT1249'THE BANK OF THE BAYOU, 7 FEET S OF THE SW CORNER
 AT1249'OF A CABIN, AND 47 FEET SE OF THE
 AT1249'BANK OF A SMALL DITCH.
 AT1249'
 AT1249'STATION MARK IS A STANDARD DISK, STAMPED ST MALO 1934,
 AT1249'SET IN CONCRETE IN
 AT1249'THE TOP OF AN 8-INCH TILE PROJECTING 8 INCHES.
 AT1249'ACCORDING TO ORIGINAL DESCRIPTION,
 AT1249'UNDERGROUND MARK IS A STANDARD
 AT1249'DISK SET IN CONCRETE.
 AT1249'
 AT1249'R.M. 1 IS A STANDARD DISK, STAMPED ST MALO NO 1 1934, SET
 AT1249'IN CONCRETE IN THE
 AT1249'TOP OF AN 8-INCH TILE PROJECTING 6 INCHES.
 AT1249'IT IS 32.450 METERS (106.46 FEET)
 AT1249'FROM THE STATION S 13 DEG 32 MIN W.
 AT1249'
 AT1249'R.M. 2 IS A STANDARD DISK, STAMPED ST MALO NO 2 1934, SET
 AT1249'IN CONCRETE IN THE
 AT1249'TOP OF AN 8-INCH TILE PROJECTING 8 INCHES.
 AT1249'IT IS 32.097 METERS (105.30 FEET)
 AT1249'FROM THE STATION
 AT1249'N 89 DEG 11 W.  IT IS ON A SHELL MOUND.
 AT1249'
 AT1249'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 40.284 METERS
 AT1249'(132.16 FEET).
 AT1249
 AT1249                          STATION RECOVERY (1966)
 AT1249
 AT1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT1249'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A TOWER CAN
 AT1249'NOT BE BUILT OVER
 AT1249'THE STATION AS IT IS LOCATED BETWEEN TWO BUILDINGS
 AT1249'OF A FEDERAL WILD LIFE STATION.
 AT1249'REFERENCE MARKS 1 AND 2 WERE NOT
 AT1249'RECOVERED AT THIS TIME AS THEY ARE COVERED BY
 AT1249'DEBRIS FROM HURRICANE BETSY.
 AT1249
 AT1249                          STATION RECOVERY (1969)
 AT1249
 AT1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 AT1249'STATION MARK AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 WAS NOT
 AT1249'FOUND.
 AT1249'
 AT1249'HURRICANE CAMILLE, AUG. 1969, DESTROYED ALL BUILDINGS IN THE
 AT1249'IMMEDIATE VICINITY OF THE STATION BUT IT IS THOUGHT THAT MOST OF THE
 AT1249'TREES WILL RECOVER.
 AT1249'
 AT1249'THE 1952 DESCRIPTION BY P. L. B. IS ADEQUATE.  STATION IS ON SHELL
 AT1249'BANK AT NORTH EDGE OF TREES AND IS VISIBLE FROM A SMALL BOAT.
 AT1249
 AT1249                          STATION RECOVERY (1971)
 AT1249
 AT1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1249'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AT1249'AS DESCRIBED BY P.L.B. 1952 WITH THE FOLLOWING CHANGES--THE CABIN
 AT1249'REFERRED TO IS GONE AND THERE ARE NO BUILDINGS WITHIN 20 FEET OF
 AT1249'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3501 ***********************************************************************
 AU3501  DESIGNATION -  SALE
 AU3501  PID         -  AU3501
 AU3501  STATE/COUNTY-  LA/ST MARY
 AU3501  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU3501
 AU3501                         *CURRENT SURVEY CONTROL
 AU3501  ___________________________________________________________________
 AU3501* NAD 83(1986)-  29 31 33.     (N)    091 32 39.     (W)     SCALED    
 AU3501* NAVD 88     -         1.09   (+/-2cm)       3.6    (feet)  VERTCON   
 AU3501  ___________________________________________________________________
 AU3501  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU3501
 AU3501  VERT ORDER  -  THIRD ? (See Below)
 AU3501
 AU3501.The horizontal coordinates were scaled from a topographic map and have
 AU3501.an estimated accuracy of +/- 6 seconds.
 AU3501
 AU3501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3501.The vertical order pertains to the NGVD 29 superseded value.
 AU3501
 AU3501.The geoid height was determined by GEOID03.
 AU3501
 AU3501;                    North         East    Units  Estimated Accuracy
 AU3501;SPC LA S     -   113,730.      979,560.      MT  (+/- 180 meters Scaled)
 AU3501
 AU3501                          SUPERSEDED SURVEY CONTROL
 AU3501
 AU3501  NGVD 29 (07/19/86)    1.14   (m)            3.7    (f) LEVELING    3  
 AU3501
 AU3501.Superseded values are not recommended for survey control.
 AU3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3501.See file dsdata.txt to determine how the superseded data were derived.
 AU3501
 AU3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN410671(NAD 83)
 AU3501_MARKER: DS = TRIANGULATION STATION DISK
 AU3501_SETTING: 0 = UNSPECIFIED SETTING
 AU3501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3501
 AU3501  HISTORY     - Date     Condition        Report By
 AU3501  HISTORY     - 1979     MONUMENTED       NGS
 AU3501
 AU3501                          STATION DESCRIPTION
 AU3501
 AU3501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU3501'THE STATION IS LOCATED ON THE NORTH SHORE OF POINT CHEVREUIL, SOUTH
 AU3501'OF BAYOU SALE BAY, ABOUT 4 MILES SOUTH-SOUTHWEST OF SALT POINT,
 AU3501'3 MILES SOUTHWEST OF THE MOUTH OF BAYOU SALE, ABOUT 3 MILES
 AU3501'EAST-NORTHEAST OF RABBIT ISLAND, 2-1/2 MILES SOUTHWEST
 AU3501'OF THE SOUTHWEST PART OF HORSESHOE BAYOU, 1-1/2 MILES SOUTHWEST OF
 AU3501'A DEAD END BAYOU AND ON A SHELL BEACH.
 AU3501'
 AU3501'THE DISTANCE TO REFERENCE MARK 1 IS 269.99 FEET, TO L 187 IS
 AU3501'24.022 METERS OR 78.81 FEET, AND BETWEEN REFERENCE MARK 1 TO L 187
 AU3501'IS 284.19 FEET.  THE ANGLE BETWEEN REFERENCE MARK 1 AND L 187 IS
 AU3501'92 DEGREES 14 MINUTES 25.88 SECONDS.
 AU3501'
 AU3501'THE STATION WAS REACHED BY HELICOPTER FROM THE NEW IBERIA AIRPORT.
 AU3501'
 AU3501'THE STATION IS A STANDARD NGS DISK
 AU3501'STAMPED---SALE 1979---,
 AU3501'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD, DRIVEN INTO THE GROUND
 AU3501'19 FEET AND PROJECTING 34 CM ABOVE THE GROUND.
 AU3501'IT IS LOCATED
 AU3501'15.0 FEET WEST FROM A 1-3/4-INCH WHITE PVC PIPE WITH
 AU3501'SIGN ATTACHED AND
 AU3501'13.0 FEET SOUTHEAST FROM THE HIGH TIDE WATER LINE
 AU3501'ON THE BEACH.
 AU3501'
 AU3501'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 AU3501'STAMPED---SALE NO 1 1979---,
 AU3501'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD, DRIVEN INTO THE
 AU3501'GROUND 14 FEET AND PROJECTING 41 CM ABOVE THE GROUND.
 AU3501'IT IS LOCATED
 AU3501'12.0 FEET EAST FROM THE HIGH TIDE WATER LINE ON BEACH.
 AU3501'MARK IS LEVEL WITH STATION.
 AU3501'
 AU3501'REFERENCE MARK NUMBER 2 IS A STANDARD BENCH MARK DISK
 AU3501'STAMPED---L 187 1961---,
 AU3501'SET INTO CONCRETE AT THE TOP OF ORANGEBURG SOIL PIPE
 AU3501'PROJECTING 97 CM ABOVE THE GROUND.
 AU3501'IT IS LOCATED
 AU3501'64.8 FEET NORTHWEST FROM HIGH TIDE WATER LINE ON BEACH.
 AU3501'MARK IS LEVEL WITH STATION.
 AU3501'
 AU3501'THE STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL SURVEY
 AU3501'SYSTEM.
 AU3501'A TRIPOD SETUP WAS USED. NO AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3318 ***********************************************************************
 BJ3318  DESIGNATION -  SALEM
 BJ3318  PID         -  BJ3318
 BJ3318  STATE/COUNTY-  LA/ST TAMMANY
 BJ3318  USGS QUAD   -  FOLSOM (1983)
 BJ3318
 BJ3318                         *CURRENT SURVEY CONTROL
 BJ3318  ___________________________________________________________________
 BJ3318* NAD 83(1992)-  30 39 30.08955(N)    090 12 09.50540(W)     ADJUSTED  
 BJ3318* NAVD 88     -        53.319  (meters)     174.93   (feet)  ADJUSTED  
 BJ3318  ___________________________________________________________________
 BJ3318  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BJ3318  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3318  DYNAMIC HT  -          53.249 (meters)     174.70  (feet)  COMP
 BJ3318  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3318
 BJ3318  HORZ ORDER  -  SECOND
 BJ3318  VERT ORDER  -  SECOND    CLASS I
 BJ3318
 BJ3318.The horizontal coordinates were established by classical geodetic methods
 BJ3318.and adjusted by the National Geodetic Survey in January 1993..
 BJ3318
 BJ3318.The orthometric height was determined by differential leveling
 BJ3318.and adjusted by the National Geodetic Survey in February 1994..
 BJ3318
 BJ3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3318
 BJ3318.The geoid height was determined by GEOID03.
 BJ3318
 BJ3318.The dynamic height is computed by dividing the NAVD 88
 BJ3318.geopotential number by the normal gravity value computed on the
 BJ3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3318.degrees latitude (g = 980.6199 gals.).
 BJ3318
 BJ3318.The modeled gravity was interpolated from observed gravity values.
 BJ3318
 BJ3318;                    North         East     Units Scale Factor Converg.
 BJ3318;SPC LA S     -   239,781.524 1,108,366.369   MT  0.99999141   +0 33 55.3
 BJ3318;SPC LA S     -   786,683.22  3,636,365.33   sFT  0.99999141   +0 33 55.3
 BJ3318;UTM  15      - 3,395,078.784   768,051.717   MT  1.00048646   +1 25 38.2
 BJ3318
 BJ3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3318!SPC LA S     -   0.99999591  x   0.99999141  =   0.99998732
 BJ3318!UTM  15      -   0.99999591  x   1.00048646  =   1.00048237
 BJ3318
 BJ3318|---------------------------------------------------------------------|
 BJ3318| PID    Reference Object                     Distance      Geod. Az  |
 BJ3318|                                                           dddmmss.s |
 BJ3318| BJ3319 SALEM RM 2                           12.074 METERS 00151     |
 BJ3318| BJ3316 SALEM AZ MK                         359.002 METERS 15651     |
 BJ3318| BJ3317 SALEM RM 1                           14.615 METERS 18249     |
 BJ3318| BJ4164 SALEM LDH 1970 A POINT               28.431 METERS 28519     |
 BJ3318| BJ3320 SALEM AZ MK 2                       291.760 METERS 33820     |
 BJ3318|---------------------------------------------------------------------|
 BJ3318
 BJ3318                          SUPERSEDED SURVEY CONTROL
 BJ3318
 BJ3318  NAD 83(1986)-  30 39 30.10315(N)    090 12 09.50305(W) AD(       ) 2
 BJ3318  NAD 27      -  30 39 29.42451(N)    090 12 09.20237(W) AD(       ) 2
 BJ3318  NGVD 29 (09/03/91)   53.32   (m)          174.9    (f) LEVELING    3  
 BJ3318
 BJ3318.Superseded values are not recommended for survey control.
 BJ3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3318.See file dsdata.txt to determine how the superseded data were derived.
 BJ3318
 BJ3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6805295079(NAD 83)
 BJ3318_MARKER: DS = TRIANGULATION STATION DISK
 BJ3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3318_SP_SET: CONCRETE POST
 BJ3318_STAMPING: SALEM 1970
 BJ3318_MARK LOGO: LADH  
 BJ3318_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3318+STABILITY: SURFACE MOTION
 BJ3318
 BJ3318  HISTORY     - Date     Condition        Report By
 BJ3318  HISTORY     - 1970     MONUMENTED       LADH
 BJ3318  HISTORY     - 1979     GOOD             LADTD
 BJ3318  HISTORY     - 1982     GOOD             LADTD
 BJ3318
 BJ3318                          STATION DESCRIPTION
 BJ3318
 BJ3318'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ3318'THE STATION IS LOCATED 2.4 MILES NORTH OF FOLSOM, AND 0.7 MILE SOUTH
 BJ3318'OF MIDWAY IN THE NORTHEAST 1/4 OF SECTION 33, T4S-R10E, AND ON
 BJ3318'PROPERTY OWNED BY THE SALEM BRICK COMPANY.  IT IS 152.1 FEET EAST
 BJ3318'OF THE CENTER OF STATE HIGHWAY 25, 140.4 FEET NORTH OF A FENCE
 BJ3318'CORNER, 92.20 FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND
 BJ3318'SIGN, 40 FEET WEST-NORTHWEST OF A 14 INCH PINE TREE, 2.2 FEET EAST
 BJ3318'OF A FENCE, AND IS APPROXIMATELY .05 MILE SOUTH OF S. A. TARVER,
 BJ3318'JR., RESIDENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST
 BJ3318'AND GEODETIC SURVEY DISK, STAMPED SALEM 1970 PROJECTING 2 INCHES.
 BJ3318'
 BJ3318'REFERENCE MARK NO. 1 IS 48.0 FEET SOUTHWEST OF THE STATION.  IT IS
 BJ3318'140.0 FEET EAST OF THE CENTER OF STATE HIGHWAY 25, 111.0 FEET
 BJ3318'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN, 92.1 FEET NORTH OF
 BJ3318'A FENCE CORNER, AND 1.7 FEET EAST OF A FENCE.  IT IS A LOUISIANA
 BJ3318'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK,
 BJ3318'STAMPED SALEM R.M. 1 1970, PROJECTING 2 INCHES.
 BJ3318'
 BJ3318'REFERENCE MARK NO. 2 IS 39.63 FEET NORTH OF THE STATION.  IT IS 179.6
 BJ3318'FEET NORTH OF A FENCE CORNER, APPROXIMATELY 165 FEET EAST OF THE
 BJ3318'CENTER OF STATE HIGHWAY 25, 92.0 FEET EAST-NORTHEAST OF A METAL
 BJ3318'WITNESS POST AND SIGN, AND 1.9 FEET WEST OF A FENCE.  IT IS A
 BJ3318'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BJ3318'DISK STAMPED SALEM R.M. 2 1970, PROJECTING 2 INCHES.
 BJ3318'
 BJ3318'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION.  IT IS 195
 BJ3318'FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 165.0 FEET NORTHWEST
 BJ3318'OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 62.0 FEET NORTHEAST OF THE
 BJ3318'CENTER OF STATE HIGHWAY 25, 1.75 FEET SOUTHEAST OF A METAL
 BJ3318'WITNESS POST AND SIGN, AND 1.2 FEET SOUTH-SOUTHWEST OF A FENCE.
 BJ3318'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BJ3318'SURVEY DISK, STAMPED SALEM AZ. MK. 1970, PROJECTING 1 INCH.
 BJ3318'
 BJ3318'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ3318'HIGHWAY 25 FOR 0.25 MILE TO MARK SET ON THE LEFT AND EAST OF THE
 BJ3318'HIGHWAY NEAR A FENCE.
 BJ3318'
 BJ3318'AZIMUTH MARK 2 IS 0.1 MILE NORTHWEST OF THE STATION.  IT IS 59.6 FEET
 BJ3318'WEST OF THE CENTER OF STATE HIGHWAY 25, 30 FEET NORTH OF THE CENTER
 BJ3318'OF A GRAVEL ROAD, 9.6 FEET NORTH OF A FENCE CORNER, 2.10 FEET NORTH
 BJ3318'OF A METAL WITNESS POST AND SIGN, AND 1.3 FEET EAST OF A FENCE.  IT
 BJ3318'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BJ3318'SURVEY DISK STAMPED SALEM AZ. MK. 2 1970, AND IS FLUSH WITH THE
 BJ3318'GROUND.
 BJ3318'
 BJ3318'TO REACH AZIMUTH MARK 2 FROM STATION, DRIVE NORTH ALONG STATE HIGHWAY
 BJ3318'25 FOR 0.1 MILE TO MARK SET ON THE LEFT AND WEST OF THE HIGHWAY NEAR
 BJ3318'A FENCE.
 BJ3318'
 BJ3318'TO REACH THE STATION FROM THE U. S. POST OFFICE IN FOLSOM, FOLLOW
 BJ3318'STATE HIGHWAY 25 NORTH FOR 2.35 MILES TO STATION SET ON RIGHT AND
 BJ3318'EAST OF THE HIGHWAY NEAR A FENCE.
 BJ3318
 BJ3318                          STATION RECOVERY (1979)
 BJ3318
 BJ3318'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ3318'THE STATION WAS VISITED IN JUNE 1979.  THE STATION MARK, REFERENCE
 BJ3318'MARKS 1 AND 2, AZIMUTH MARK AND AZIMUTH MARK 2 WERE FOUND IN GOOD
 BJ3318'CONDITION AND AS PREVIOUSLY DESCRIBED. THE DISTANCES AND DIRECTIONS TO
 BJ3318'ALL THE MARKS COMPARED FAVORABLY WITH THE 1970 DATA.
 BJ3318
 BJ3318                          STATION RECOVERY (1982)
 BJ3318
 BJ3318'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3318'3.9 KM (2.4 MI) NORTH FROM FOLSOM.
 BJ3318'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3318'STATE HIGHWAY 25 FOR 3.9 KM (2.4 MI) TO THE STATION ON THE RIGHT NEAR
 BJ3318'A FENCE ANGLED AWAY FROM HIGHWAY, 46.3 METERS (152 FT) EAST OF THE
 BJ3318'CENTER OF STATE HIGHWAY 25, 42.8 METERS (140.5 FT) NORTH OF A FENCE
 BJ3318'CORNER, 12.2 METERS (40 FT) WEST-NORTHWEST OF A 14-INCH PINE TREE, 0.6
 BJ3318'METER (2 FT) EAST OF A FENCE, 14.6 METERS (48 FT) NORTHEAST OF
 BJ3318'REFERENCE MARK SALEM R.M. 1.
 BJ3318'THE MARK IS 28.1 METERS  ESE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3316 ***********************************************************************
 BJ3316  DESIGNATION -  SALEM AZ MK
 BJ3316  PID         -  BJ3316
 BJ3316  STATE/COUNTY-  LA/ST TAMMANY
 BJ3316  USGS QUAD   -  FOLSOM (1983)
 BJ3316
 BJ3316                         *CURRENT SURVEY CONTROL
 BJ3316  ___________________________________________________________________
 BJ3316* NAD 83(1992)-  30 39 19.37090(N)    090 12 04.20334(W)     ADJUSTED  
 BJ3316* NAVD 88     -        51.598  (meters)     169.28   (feet)  ADJUSTED  
 BJ3316  ___________________________________________________________________
 BJ3316  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BJ3316  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3316  DYNAMIC HT  -          51.531 (meters)     169.06  (feet)  COMP
 BJ3316  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ3316
 BJ3316  HORZ ORDER  -  SECOND
 BJ3316  VERT ORDER  -  SECOND    CLASS I
 BJ3316
 BJ3316.The horizontal coordinates were established by classical geodetic methods
 BJ3316.and adjusted by the National Geodetic Survey in January 1993..
 BJ3316
 BJ3316.The orthometric height was determined by differential leveling
 BJ3316.and adjusted by the National Geodetic Survey in February 1994..
 BJ3316
 BJ3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3316
 BJ3316.The geoid height was determined by GEOID03.
 BJ3316
 BJ3316.The dynamic height is computed by dividing the NAVD 88
 BJ3316.geopotential number by the normal gravity value computed on the
 BJ3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3316.degrees latitude (g = 980.6199 gals.).
 BJ3316
 BJ3316.The modeled gravity was interpolated from observed gravity values.
 BJ3316
 BJ3316;                    North         East     Units Scale Factor Converg.
 BJ3316;SPC LA S     -   239,452.851 1,108,510.779   MT  0.99999081   +0 33 58.0
 BJ3316;SPC LA S     -   785,604.90  3,636,839.11   sFT  0.99999081   +0 33 58.0
 BJ3316;UTM  15      - 3,394,752.159   768,201.128   MT  1.00048745   +1 25 40.4
 BJ3316
 BJ3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3316!SPC LA S     -   0.99999618  x   0.99999081  =   0.99998699
 BJ3316!UTM  15      -   0.99999618  x   1.00048745  =   1.00048363
 BJ3316
 BJ3316                          SUPERSEDED SURVEY CONTROL
 BJ3316
 BJ3316  NAD 83(1986)-  30 39 19.38448(N)    090 12 04.20104(W) AD(       ) 2
 BJ3316  NGVD 29 (09/03/91)   51.60   (m)          169.3    (f) LEVELING    3  
 BJ3316
 BJ3316.Superseded values are not recommended for survey control.
 BJ3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3316.See file dsdata.txt to determine how the superseded data were derived.
 BJ3316
 BJ3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6820194752(NAD 83)
 BJ3316_MARKER: DZ = AZIMUTH MARK DISK
 BJ3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3316_SP_SET: CONCRETE POST
 BJ3316_STAMPING: SALEM AZ. MK. 1970
 BJ3316_MARK LOGO: LADH  
 BJ3316_PROJECTION: PROJECTING 3 CENTIMETERS
 BJ3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3316+STABILITY: SURFACE MOTION
 BJ3316
 BJ3316  HISTORY     - Date     Condition        Report By
 BJ3316  HISTORY     - 1970     MONUMENTED       LADTD
 BJ3316  HISTORY     - 1979     GOOD             LADTD
 BJ3316  HISTORY     - 1982     GOOD             LADTD
 BJ3316
 BJ3316                          STATION DESCRIPTION
 BJ3316
 BJ3316'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3316'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 33, T4S,
 BJ3316'R10E.  OWNERSHIP-- THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3316'DEVELOPMENT.
 BJ3316'
 BJ3316'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25AND 40 IN
 BJ3316'FOLSOM, DRIVE NORTH ALONG HIGHWAY 25 FOR 2.9 KM (1.8 MILES) TO THE
 BJ3316'STATION ON THE LEFT.
 BJ3316'
 BJ3316'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3316'LADTD) DISK STAMPED---SALEM AZ MK 1970--- SET INTO THE TOP OF A
 BJ3316'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 BJ3316'LOCATED 62.3 METERS ESE FROM THE CENTER OF HAY HOLLOW ROAD, 52.7
 BJ3316'METERS ESE FROM A RIGHT-OF-WAY MARKER, 18.4 METERS SW FROM THE CENTER
 BJ3316'OF HIGHWAY 25, 0.6 METERS NNW FROM A METAL WITNESS POST WITH SIGN
 BJ3316'ATTACHED, AND 0.5 METERS NE FROM A NET WIRE FENCE.
 BJ3316
 BJ3316                          STATION RECOVERY (1982)
 BJ3316
 BJ3316'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3316'3.5 KM (2.2 MI) NORTH FROM FOLSOM.
 BJ3316'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3316'STATE HIGHWAY 25 FOR 3.5 KM (2.2 MI) TO THE STATION ON THE LEFT, 59.4
 BJ3316'METERS (195 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 50.3 METERS
 BJ3316'(165 FT) NORTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 18.9
 BJ3316'METERS (62 FT) NORTHWEST OF THE CENTER OF HIGHWAY 25, 0.3 METER (1 FT)
 BJ3316'SOUTH-SOUTHWEST OF A FENCE.
 BJ3316'THE MARK IS 0.53 METERS  SE FROM A WITNESS POST.
 BJ3316'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3320 ***********************************************************************
 BJ3320  DESIGNATION -  SALEM AZ MK 2
 BJ3320  PID         -  BJ3320
 BJ3320  STATE/COUNTY-  LA/ST TAMMANY
 BJ3320  USGS QUAD   -  FOLSOM (1983)
 BJ3320
 BJ3320                         *CURRENT SURVEY CONTROL
 BJ3320  ___________________________________________________________________
 BJ3320* NAD 83(1992)-  30 39 38.89405(N)    090 12 13.55233(W)     ADJUSTED  
 BJ3320* NAVD 88     -        51.728  (meters)     169.71   (feet)  ADJUSTED  
 BJ3320  ___________________________________________________________________
 BJ3320  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BJ3320  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3320  DYNAMIC HT  -          51.661 (meters)     169.49  (feet)  COMP
 BJ3320  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BJ3320
 BJ3320  HORZ ORDER  -  SECOND
 BJ3320  VERT ORDER  -  SECOND    CLASS I
 BJ3320
 BJ3320.The horizontal coordinates were established by classical geodetic methods
 BJ3320.and adjusted by the National Geodetic Survey in January 1993..
 BJ3320
 BJ3320.The orthometric height was determined by differential leveling
 BJ3320.and adjusted by the National Geodetic Survey in February 1994..
 BJ3320
 BJ3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3320
 BJ3320.The geoid height was determined by GEOID03.
 BJ3320
 BJ3320.The dynamic height is computed by dividing the NAVD 88
 BJ3320.geopotential number by the normal gravity value computed on the
 BJ3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3320.degrees latitude (g = 980.6199 gals.).
 BJ3320
 BJ3320.The modeled gravity was interpolated from observed gravity values.
 BJ3320
 BJ3320;                    North         East     Units Scale Factor Converg.
 BJ3320;SPC LA S     -   240,051.584 1,108,255.961   MT  0.99999190   +0 33 53.3
 BJ3320;SPC LA S     -   787,569.24  3,636,003.10   sFT  0.99999190   +0 33 53.3
 BJ3320;UTM  15      - 3,395,347.286   767,937.202   MT  1.00048570   +1 25 36.5
 BJ3320
 BJ3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3320!SPC LA S     -   0.99999616  x   0.99999190  =   0.99998806
 BJ3320!UTM  15      -   0.99999616  x   1.00048570  =   1.00048186
 BJ3320
 BJ3320                          SUPERSEDED SURVEY CONTROL
 BJ3320
 BJ3320  NAD 83(1992)-  30 39 38.90774(N)    090 12 13.55002(W) AD(       ) 2
 BJ3320  NGVD 29 (09/03/91)   51.73   (m)          169.7    (f) LEVELING    3  
 BJ3320
 BJ3320.Superseded values are not recommended for survey control.
 BJ3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3320.See file dsdata.txt to determine how the superseded data were derived.
 BJ3320
 BJ3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6793795347(NAD 83)
 BJ3320_MARKER: DZ = AZIMUTH MARK DISK
 BJ3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3320_SP_SET: CONCRETE POST
 BJ3320_STAMPING: SALEM AZ. MK. 2 1970
 BJ3320_MARK LOGO: LADH  
 BJ3320_PROJECTION: FLUSH
 BJ3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3320+STABILITY: SURFACE MOTION
 BJ3320
 BJ3320  HISTORY     - Date     Condition        Report By
 BJ3320  HISTORY     - 1970     MONUMENTED       LADTD
 BJ3320  HISTORY     - 1979     GOOD             LADTD
 BJ3320  HISTORY     - 1982     GOOD             LADTD
 BJ3320
 BJ3320                          STATION DESCRIPTION
 BJ3320
 BJ3320'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3320'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 33, T5S,
 BJ3320'R10E. OWNERSHIP--THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3320'DEVELOPMENT.
 BJ3320'
 BJ3320'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 450
 BJ3320'NORTH OF FOLSOM, DRIVE SOUTH ALONG HIGHWAY 25 FOR 0.8 KM (0.5 MILE)
 BJ3320'TO THE STATION MARK ON THE RIGHT.
 BJ3320'
 BJ3320'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3320'LADTD) DISK STAMPED---SALEM AZ MK 2 1970--- SET INTO THE TOP OF
 BJ3320'A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND
 BJ3320'LOCATED 18.1 METERS W FROM THE CENTER OF THE HIGHWAY, 9.1 METERS N
 BJ3320'FROM THE CENTER OF A GRAVEL ROAD, 2.9 METERS NNE FROM A FENCE CORNER,
 BJ3320'0.6 METERS N FROM A METAL WITNESS POST WITH SIGN ATTACHED, AND 0.5
 BJ3320'METERS E FROM A FENCE.
 BJ3320
 BJ3320                          STATION RECOVERY (1982)
 BJ3320
 BJ3320'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3320'4.2 KM (2.6 MI) NORTH FROM FOLSOM.
 BJ3320'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3320'STATE HIGHWAY 25 FOR 4.2 KM (2.6 MI) TO THE STATION ON THE LEFT, 0.2
 BJ3320'KM (0.1 MI) NORTHWEST OF TRIANGULATION STATION SALEM, 18.1 METERS
 BJ3320'(59.5 FT) WEST OF THE CENTER OF STATE HIGHWAY 25, 9.1 METERS (30 FT)
 BJ3320'NORTH OF THE CENTER OF A GRAVEL ROAD, 2.9 METERS (9.5 FT) NORTH OF A
 BJ3320'FENCE CORNER, 0.5 METER (1.5 FT) EAST OF A FENCE.
 BJ3320'THE MARK IS 0.64 METERS  N FROM A WITNESS POST.
 BJ3320'THE MARK IS 0.61 M ABOVE LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3317 ***********************************************************************
 BJ3317  DESIGNATION -  SALEM RM 1
 BJ3317  PID         -  BJ3317
 BJ3317  STATE/COUNTY-  LA/ST TAMMANY
 BJ3317  USGS QUAD   -  FOLSOM (1983)
 BJ3317
 BJ3317                         *CURRENT SURVEY CONTROL
 BJ3317  ___________________________________________________________________
 BJ3317* NAD 83(1992)-  30 39 29.61555(N)    090 12 09.53236(W)     ADJUSTED  
 BJ3317* NAVD 88     -        53.205  (meters)     174.56   (feet)  ADJUSTED  
 BJ3317  ___________________________________________________________________
 BJ3317  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BJ3317  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3317  DYNAMIC HT  -          53.136 (meters)     174.33  (feet)  COMP
 BJ3317  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3317
 BJ3317  HORZ ORDER  -  SECOND
 BJ3317  VERT ORDER  -  SECOND    CLASS I
 BJ3317
 BJ3317.The horizontal coordinates were established by classical geodetic methods
 BJ3317.and adjusted by the National Geodetic Survey in January 1993..
 BJ3317.No horizontal observational check was made to the station.
 BJ3317
 BJ3317.The orthometric height was determined by differential leveling
 BJ3317.and adjusted by the National Geodetic Survey in February 1994..
 BJ3317
 BJ3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3317
 BJ3317.The geoid height was determined by GEOID03.
 BJ3317
 BJ3317.The dynamic height is computed by dividing the NAVD 88
 BJ3317.geopotential number by the normal gravity value computed on the
 BJ3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3317.degrees latitude (g = 980.6199 gals.).
 BJ3317
 BJ3317.The modeled gravity was interpolated from observed gravity values.
 BJ3317
 BJ3317;                    North         East     Units Scale Factor Converg.
 BJ3317;SPC LA S     -   239,766.920 1,108,365.795   MT  0.99999138   +0 33 55.3
 BJ3317;SPC LA S     -   786,635.30  3,636,363.45   sFT  0.99999138   +0 33 55.3
 BJ3317;UTM  15      - 3,395,064.167   768,051.363   MT  1.00048646   +1 25 38.2
 BJ3317
 BJ3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3317!SPC LA S     -   0.99999593  x   0.99999138  =   0.99998731
 BJ3317!UTM  15      -   0.99999593  x   1.00048646  =   1.00048238
 BJ3317
 BJ3317                          SUPERSEDED SURVEY CONTROL
 BJ3317
 BJ3317  NAD 83(1986)-  30 39 29.62914(N)    090 12 09.53002(W) AD(       ) 2
 BJ3317  NGVD 29 (09/03/91)   53.21   (m)          174.6    (f) LEVELING    3  
 BJ3317
 BJ3317.Superseded values are not recommended for survey control.
 BJ3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3317.See file dsdata.txt to determine how the superseded data were derived.
 BJ3317
 BJ3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6805195064(NAD 83)
 BJ3317_MARKER: DR = REFERENCE MARK DISK
 BJ3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3317_SP_SET: CONCRETE POST
 BJ3317_STAMPING: SALEM R.M. 1 1970
 BJ3317_MARK LOGO: LADH  
 BJ3317_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3317+STABILITY: SURFACE MOTION
 BJ3317
 BJ3317  HISTORY     - Date     Condition        Report By
 BJ3317  HISTORY     - 1970     MONUMENTED       LADH
 BJ3317  HISTORY     - 1982     GOOD             LADTD
 BJ3317
 BJ3317                          STATION DESCRIPTION
 BJ3317
 BJ3317'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3317'3.9 KM (2.4 MI) NORTH FROM FOLSOM.
 BJ3317'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3317'STATE HIGHWAY 25 FOR 3.9 KM (2.4 MI) TO THE STATION ON THE RIGHT NEAR
 BJ3317'A FENCE ANGLED AWAY FROM HIGHWAY, 14.6 METERS (48 FT) SOUTHWEST OF
 BJ3317'TRIANGULATION STATION SALEM, 42.7 METERS (140 FT) EAST OF THE CENTER
 BJ3317'OF STATE HIGHWAY 25, 28 METERS (92 FT) NORTH OF A FENCE CORNER,
 BJ3317'0.6 METER (2 FT EAST OF A FENCE.
 BJ3317'THE MARK IS 33.8 METERS  ESE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3319 ***********************************************************************
 BJ3319  DESIGNATION -  SALEM RM 2
 BJ3319  PID         -  BJ3319
 BJ3319  STATE/COUNTY-  LA/ST TAMMANY
 BJ3319  USGS QUAD   -  FOLSOM (1983)
 BJ3319
 BJ3319                         *CURRENT SURVEY CONTROL
 BJ3319  ___________________________________________________________________
 BJ3319* NAD 83(1992)-  30 39 30.48142(N)    090 12 09.49070(W)     ADJUSTED  
 BJ3319* NAVD 88     -        53.310  (meters)     174.90   (feet)  ADJUSTED  
 BJ3319  ___________________________________________________________________
 BJ3319  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BJ3319  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3319  DYNAMIC HT  -          53.241 (meters)     174.67  (feet)  COMP
 BJ3319  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3319
 BJ3319  HORZ ORDER  -  SECOND
 BJ3319  VERT ORDER  -  SECOND    CLASS I
 BJ3319
 BJ3319.The horizontal coordinates were established by classical geodetic methods
 BJ3319.and adjusted by the National Geodetic Survey in January 1993..
 BJ3319.No horizontal observational check was made to the station.
 BJ3319
 BJ3319.The orthometric height was determined by differential leveling
 BJ3319.and adjusted by the National Geodetic Survey in February 1994..
 BJ3319
 BJ3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3319
 BJ3319.The geoid height was determined by GEOID03.
 BJ3319
 BJ3319.The dynamic height is computed by dividing the NAVD 88
 BJ3319.geopotential number by the normal gravity value computed on the
 BJ3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3319.degrees latitude (g = 980.6199 gals.).
 BJ3319
 BJ3319.The modeled gravity was interpolated from observed gravity values.
 BJ3319
 BJ3319;                    North         East     Units Scale Factor Converg.
 BJ3319;SPC LA S     -   239,793.595 1,108,366.641   MT  0.99999143   +0 33 55.3
 BJ3319;SPC LA S     -   786,722.82  3,636,366.22   sFT  0.99999143   +0 33 55.3
 BJ3319;UTM  15      - 3,395,090.864   768,051.807   MT  1.00048646   +1 25 38.2
 BJ3319
 BJ3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3319!SPC LA S     -   0.99999591  x   0.99999143  =   0.99998734
 BJ3319!UTM  15      -   0.99999591  x   1.00048646  =   1.00048237
 BJ3319
 BJ3319                          SUPERSEDED SURVEY CONTROL
 BJ3319
 BJ3319  NAD 83(1986)-  30 39 30.49501(N)    090 12 09.48836(W) AD(       ) 2
 BJ3319  NGVD 29 (09/03/91)   53.31   (m)          174.9    (f) LEVELING    3  
 BJ3319
 BJ3319.Superseded values are not recommended for survey control.
 BJ3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3319.See file dsdata.txt to determine how the superseded data were derived.
 BJ3319
 BJ3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6805295091(NAD 83)
 BJ3319_MARKER: DR = REFERENCE MARK DISK
 BJ3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3319_SP_SET: CONCRETE POST
 BJ3319_STAMPING: SALEM R.M. 2 1970
 BJ3319_MARK LOGO: LADH  
 BJ3319_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3319+STABILITY: SURFACE MOTION
 BJ3319
 BJ3319  HISTORY     - Date     Condition        Report By
 BJ3319  HISTORY     - 1970     MONUMENTED       LADH
 BJ3319  HISTORY     - 1982     GOOD             LADTD
 BJ3319
 BJ3319                          STATION DESCRIPTION
 BJ3319
 BJ3319'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3319'3.9 KM (2.4 MI) NORTH FROM FOLSOM.
 BJ3319'FROM THE MAIN CROSSROADS AND TRAFFIC LIGHT AT FOLSOM, GO NORTH ALONG
 BJ3319'STATE HIGHWAY 25 FOR 3.9 KM (2.4 MI) TO THE STATION ON THE RIGHT NEAR
 BJ3319'A FENCE ANGLED AWAY FROM HIGHWAY, 12 METERS (39.5 FT) NORTH OF
 BJ3319'TRIANGULATION STATION SALEM, 54.7 METERS (179.5 FT) NORTH OF A FENCE
 BJ3319'CORNER, 50.3 METERS (165 FT) EAST OF THE CENTER OF STATE HIGHWAY 25,
 BJ3319'0.6 METER (2 FT) EAST OF A FENCE.
 BJ3319'THE MARK IS 28.0 METERS  ENE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2781 ***********************************************************************
 BX2781  DESIGNATION -  SALINE
 BX2781  PID         -  BX2781
 BX2781  STATE/COUNTY-  LA/WINN
 BX2781  USGS QUAD   -  ST MAURICE (1993)
 BX2781
 BX2781                         *CURRENT SURVEY CONTROL
 BX2781  ___________________________________________________________________
 BX2781* NAD 83(1992)-  31 50 03.38637(N)    092 54 35.45307(W)     ADJUSTED  
 BX2781* NAVD 88     -        63.3    (meters)     208.     (feet)  VERTCON   
 BX2781  ___________________________________________________________________
 BX2781  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BX2781  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX2781
 BX2781  HORZ ORDER  -  FIRST
 BX2781
 BX2781.The horizontal coordinates were established by classical geodetic methods
 BX2781.and adjusted by the National Geodetic Survey in January 1993..
 BX2781
 BX2781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2781
 BX2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2781
 BX2781.The geoid height was determined by GEOID03.
 BX2781
 BX2781;                    North         East     Units Scale Factor Converg.
 BX2781;SPC LA N     -   148,010.755   961,206.030   MT  0.99991580   -0 13 00.1
 BX2781;SPC LA N     -   485,598.62  3,153,556.78   sFT  0.99991580   -0 13 00.1
 BX2781;UTM  15      - 3,522,069.996   508,530.614   MT  0.99960090   +0 02 51.2
 BX2781
 BX2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2781!SPC LA N     -   0.99999414  x   0.99991580  =   0.99990994
 BX2781!UTM  15      -   0.99999414  x   0.99960090  =   0.99959504
 BX2781
 BX2781|---------------------------------------------------------------------|
 BX2781| PID    Reference Object                     Distance      Geod. Az  |
 BX2781|                                                           dddmmss.s |
 BX2781| CY4664 SALINE RM 1                          21.345 METERS 15212     |
 BX2781| CY4665 SALINE RM 2                          17.326 METERS 27954     |
 BX2781| BX2785 PLACID OIL CO STANDPIPE             APPROX.12.6 KM 3381503.3 |
 BX2781| BX2784 PLACID OIL CO RAD TOW KFE 246       APPROX.12.7 KM 3391603.5 |
 BX2781| BX2783 SUGAR                               APPROX.12.5 KM 3405303.6 |
 BX2781|---------------------------------------------------------------------|
 BX2781
 BX2781                          SUPERSEDED SURVEY CONTROL
 BX2781
 BX2781  NAD 83(1986)-  31 50 03.40092(N)    092 54 35.44472(W) AD(       ) 1
 BX2781  NAD 27      -  31 50 02.80854(N)    092 54 34.88104(W) AD(       ) 1
 BX2781  NGVD 29 (07/19/86)   63.3    (m)          208.     (f) VERT ANG       
 BX2781
 BX2781.Superseded values are not recommended for survey control.
 BX2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2781.See file dsdata.txt to determine how the superseded data were derived.
 BX2781
 BX2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR0853122070(NAD 83)
 BX2781_MARKER: DS = TRIANGULATION STATION DISK
 BX2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2781
 BX2781  HISTORY     - Date     Condition        Report By
 BX2781  HISTORY     - 1969     MONUMENTED       CGS
 BX2781  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2781
 BX2781                          STATION DESCRIPTION
 BX2781
 BX2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2781'(NO MEASUREMENT BETWEEN THE RMS DUE TO TREES ON LINE.)
 BX2781'
 BX2781'THE STATION IS ABOUT 7 MILES EAST-NORTHEAST OF CLARENCE AND 6
 BX2781'MILES NORTH-NORTHEAST OF ST. MAURICE IN THE KISATCHIE NATIONAL
 BX2781'FOREST.
 BX2781'
 BX2781'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND
 BX2781'84 IN CLARENCE, GO EASTERLY ON U.S. HIGHWAY 84 FOR 6.05 MILES
 BX2781'TO A CROSSROADS AT A SMALL STORE AND MOTEL, CONTINUE NORTHEAST
 BX2781'AND EAST ON U.S. HIGHWAY 84 FOR 1.4 MILES TO THE TOP OF A SMALL
 BX2781'GRADE WITH A LITTER BARREL ON THE RIGHT AND A WIRE GATE ON THE
 BX2781'LEFT.  PASS THROUGH GATE FOR 100 FEET TO THE STATION.
 BX2781'
 BX2781'STATION MARK IS A STANDARD DISK STAMPED, SALINE 1969, SET IN THE
 BX2781'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 BX2781'INCHES.  IT IS 11 FEET NORTH OF A DIM WOODS ROAD AND 2 FEET WEST
 BX2781'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2781'
 BX2781'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, SALINE NO 1 1969,
 BX2781'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2781'3 INCHES.  IT IS 68.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 BX2781'A SIGN ATTACHED, 29.5 FEET NORTHEAST OF THE EAST GATE POST,
 BX2781'23 FEET EAST OF A 14-INCH PINE TREE WITH A TRIANGULAR BLAZE AND
 BX2781'12 FEET EAST OF A DIM WOODS ROAD.
 BX2781'
 BX2781'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, SALINE NO 2 1969, SET
 BX2781'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2781'6 INCHES.  IT IS 59.1 FEET WEST OF A METAL WITNESS POST WITH A
 BX2781'SIGN ATTACHED, 8 FEET NORTH OF A DIM WOODS ROAD AND 5.5 FEET WEST
 BX2781'OF A 12-INCH PINE TREE.
 BX2781'
 BX2781'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 BX2781'
 BX2781'HEIGHT OF LIGHT ABOVE STATION MARK 26.57 METERS.
 BX2781
 BX2781                          STATION RECOVERY (2001)
 BX2781
 BX2781'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX2781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2749 ***********************************************************************
 BX2749  DESIGNATION -  SALT
 BX2749  PID         -  BX2749
 BX2749  STATE/COUNTY-  LA/WINN
 BX2749  USGS QUAD   -  WINNFIELD WEST (1984)
 BX2749
 BX2749                         *CURRENT SURVEY CONTROL
 BX2749  ___________________________________________________________________
 BX2749* NAD 83(1992)-  31 54 38.08541(N)    092 43 17.98402(W)     ADJUSTED  
 BX2749* NAVD 88     -        42.0    (meters)     138.     (feet)  VERTCON   
 BX2749  ___________________________________________________________________
 BX2749  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BX2749  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX2749
 BX2749  HORZ ORDER  -  SECOND
 BX2749
 BX2749.The horizontal coordinates were established by classical geodetic methods
 BX2749.and adjusted by the National Geodetic Survey in January 1993..
 BX2749
 BX2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2749
 BX2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2749
 BX2749.The geoid height was determined by GEOID03.
 BX2749
 BX2749;                    North         East     Units Scale Factor Converg.
 BX2749;SPC LA N     -   156,419.199   979,035.939   MT  0.99991475   -0 07 01.9
 BX2749;SPC LA N     -   513,185.32  3,212,053.74   sFT  0.99991475   -0 07 01.9
 BX2749;UTM  15      - 3,530,557.939   526,316.020   MT  0.99960854   +0 08 49.7
 BX2749
 BX2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2749!SPC LA N     -   0.99999747  x   0.99991475  =   0.99991222
 BX2749!UTM  15      -   0.99999747  x   0.99960854  =   0.99960601
 BX2749
 BX2749|---------------------------------------------------------------------|
 BX2749| PID    Reference Object                     Distance      Geod. Az  |
 BX2749|                                                           dddmmss.s |
 BX2749| CY4667 SALT RM 1                            11.068 METERS 06439     |
 BX2749| CY4666 SALT AZ MK                                         0811842.3 |
 BX2749| BX2776 GUM SPRINGS LOOKOUT TOWER           APPROX. 5.9 KM 2573208.6 |
 BX2749| BX2750 SALT RM 2 1969                       29.787 METERS 30944     |
 BX2749|---------------------------------------------------------------------|
 BX2749
 BX2749                          SUPERSEDED SURVEY CONTROL
 BX2749
 BX2749  NAD 83(1986)-  31 54 38.09979(N)    092 43 17.97551(W) AD(       ) 2
 BX2749  NAD 27      -  31 54 37.51156(N)    092 43 17.43070(W) AD(       ) 2
 BX2749  NGVD 29 (07/19/86)   42.0    (m)          138.     (f) VERT ANG       
 BX2749
 BX2749.Superseded values are not recommended for survey control.
 BX2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2749.See file dsdata.txt to determine how the superseded data were derived.
 BX2749
 BX2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2631630558(NAD 83)
 BX2749_MARKER: DS = TRIANGULATION STATION DISK
 BX2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2749
 BX2749  HISTORY     - Date     Condition        Report By
 BX2749  HISTORY     - 1969     MONUMENTED       CGS
 BX2749
 BX2749                          STATION DESCRIPTION
 BX2749
 BX2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2749'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A FENCE ON LINE.
 BX2749'
 BX2749'THE STATION IS LOCATED ABOUT 10 MILES EAST OF SALINE LAKE, 5
 BX2749'MILES SOUTHWEST OF WINNFIELD AND 4-1/4 MILES SOUTHEAST OF CALVIN
 BX2749'ON STATE HIGHWAY PROPERTY AND ON THE NORTH SIDE OF U.S. HIGHWAY
 BX2749'84.
 BX2749'
 BX2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 BX2749'84 IN THE WEST EDGE OF WINNFIELD, GO WEST ON U.S. HIGHWAY 84
 BX2749'FOR 3.05 MILES TO THE JUNCTION WITH STATE HIGHWAY 1228.  CONTINUE
 BX2749'WESTERLY ON HIGHWAY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 BX2749'LEFT.  CONTINUE AHEAD WEST ON U.S. HIGHWAY 84 FOR 0.5 MILE TO
 BX2749'THE STATION ON THE RIGHT.
 BX2749'
 BX2749'THE STATION IS A STANDARD DISK, STAMPED SALT 1969, SET IN THE
 BX2749'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 BX2749'THE SURFACE OF THE GROUND.  IT IS 47 FEET NORTH OF THE CENTERLINE
 BX2749'OF U.S. HIGHWAY 84, 13.8 FEET SOUTHEAST OF A BOARD FENCE CORNER,
 BX2749'10 FEET EAST OF A WIRE FENCE CORNER, 6.6 FEET SOUTH OF A
 BX2749'POWERLINE POLE WITH A TRIANGLE CARVED ON IT AND 3 FEET NORTH OF
 BX2749'A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2749'
 BX2749'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALT NO 1 1969,
 BX2749'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2749'4 INCHES.  IT IS 56 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 BX2749'84, 43 FEET NORTHEAST OF A FENCE CORNER POST AND 1 FOOT SOUTH OF
 BX2749'A WHITE BOARD FENCE.
 BX2749'
 BX2749'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALT NO 2, SET IN
 BX2749'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 BX2749'INCH.  IT IS 78 FEET NORTH OF AN EAST-WEST FENCE AND 65 FEET
 BX2749'WEST OF A NORTH-SOUTH FENCE LINE.
 BX2749'
 BX2749'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SALT 1969, SET IN
 BX2749'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 BX2749'INCHES.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 BX2749'84, 30 FEET WEST OF A UTILITY POLE, 16 FEET SOUTH SOUTHEAST OF
 BX2749'A CONCRETE CULVERT HEADWALL, 1.3 FEET NORTH OF A FENCE LINE AND
 BX2749'1.2 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX2749'
 BX2749'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2560 ***********************************************************************
 AU2560  DESIGNATION -  SALT 1933
 AU2560  PID         -  AU2560
 AU2560  STATE/COUNTY-  LA/ST MARY
 AU2560  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU2560
 AU2560                         *CURRENT SURVEY CONTROL
 AU2560  ___________________________________________________________________
 AU2560* NAD 83(1992)-  29 34 05.73922(N)    091 32 20.56859(W)     ADJUSTED  
 AU2560* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2560  **This station is located in a subsidence area (see below).
 AU2560  ___________________________________________________________________
 AU2560  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2560  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AU2560
 AU2560  HORZ ORDER  -  THIRD
 AU2560
 AU2560.The horizontal coordinates were established by classical geodetic methods
 AU2560.and adjusted by the National Geodetic Survey in January 1993..
 AU2560
 AU2560 ** The orthometric height has not been validated since last determined
 AU2560 ** by differential leveling and should not be used for control purposes.
 AU2560 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2560 ** area with valid NAVD 88 orthometric heights.
 AU2560 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2560 ** epoch indicated which incorporates improved geoid heights for the
 AU2560 ** Southern Louisiana Subsidence area.
 AU2560 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2560.The orthometric height was scaled from a topographic map.
 AU2560
 AU2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2560
 AU2560.The geoid height was determined by GEOID03.
 AU2560
 AU2560;                    North         East     Units Scale Factor Converg.
 AU2560;SPC LA S     -   118,429.637   980,067.044   MT  0.99995406   -0 06 10.3
 AU2560;SPC LA S     -   388,547.90  3,215,436.63   sFT  0.99995406   -0 06 10.3
 AU2560;UTM  15      - 3,271,837.181   641,519.397   MT  0.99984712   +0 43 15.8
 AU2560
 AU2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2560!SPC LA S     -   1.00000399  x   0.99995406  =   0.99995805
 AU2560!UTM  15      -   1.00000399  x   0.99984712  =   0.99985111
 AU2560
 AU2560                          SUPERSEDED SURVEY CONTROL
 AU2560
 AU2560  NAD 83(1986)-  29 34 05.76282(N)    091 32 20.56517(W) AD(       ) 3
 AU2560  NAD 27      -  29 34 04.99200(N)    091 32 20.16000(W) AD(       ) 3
 AU2560
 AU2560.Superseded values are not recommended for survey control.
 AU2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2560.See file dsdata.txt to determine how the superseded data were derived.
 AU2560
 AU2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4151971837(NAD 83)
 AU2560_MARKER: DS = TRIANGULATION STATION DISK
 AU2560_SETTING: 0 = UNSPECIFIED SETTING
 AU2560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2560
 AU2560  HISTORY     - Date     Condition        Report By
 AU2560  HISTORY     - 1933     MONUMENTED       CGS
 AU2560  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AU2560  HISTORY     - 1948     SEE DESCRIPTION  SUNOCO
 AU2560  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU2560  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AU2560
 AU2560                          STATION DESCRIPTION
 AU2560
 AU2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2560'STATION IS ON A RECEDING SHORE LINE ON THE E SIDE OF E COTE
 AU2560'BLANCHE BAY, AT A POINT KNOWN LOCALLY AS SALT POINT, IN HARD
 AU2560'MARSH BETWEEN HIGH TREES AND THE BAY, ON THE CENTER ONE OF THREE
 AU2560'SMALL POINTS OF SALT POINT, 15 METERS (50 FEET) NW OF A
 AU2560'LONE LIVE OAK TREE, SSW OF AN OLD RUINED CHIMNEY ON THE EDGE OF
 AU2560'THE WOODS, 28 METERS (90 FEET) FROM THE HIGH-WATER MARK TO THE
 AU2560'N, 37 METERS (120 FEET) FROM THE HIGH-WATER MARK TO THE NW,
 AU2560'AND 17 METERS (55 FEET) FROM THE HIGH-WATER MARK TO THE W.
 AU2560'
 AU2560'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE
 AU2560'CENTER OF A 5-INCH BY 5-FOOT IRON SOIL PIPE FILLED WITH CEMENT
 AU2560'AND EXTENDING 6 INCHES ABOVE THE GROUND.
 AU2560'
 AU2560'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A SQUARE
 AU2560'BLOCK OR POST OF CONCRETE AND IS TOWARD THE CHIMNEY AND 22.805
 AU2560'METERS (74.82 FEET) FROM THE STATION N 23 DEG E.
 AU2560'
 AU2560'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A SQUARE
 AU2560'BLOCK OR POST OF CONCRETE AND IS 15 METERS (49 FEET) S OF THE
 AU2560'LONE TREE AND 18.468 METERS (60.59 FEET) FROM THE STATION
 AU2560'S 61 DEG E.
 AU2560
 AU2560                          STATION RECOVERY (1948)
 AU2560
 AU2560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2560'THE STATION WAS FOUND IN A DESTROYED CONDITION.  THE 5-INCH
 AU2560'CONCRETE PIPE HAS WASHED OUT AND IS LYING IN THE WATER PARTLY
 AU2560'SUBMERGED.  REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 AU2560'IN GOOD CONDITION AND MEASUREMENTS FROM THESE MARKS INDICATE
 AU2560'THAT THE BASE OF THE PIPE IS IN OR VERY CLOSE TO THE ORIGINAL
 AU2560'POSITION.
 AU2560'
 AU2560'REFERENCE MARK 1 IS LOCATED IN A SHELL BANK, ABOUT 4 METERS
 AU2560'FROM THE SHORELINE.  REFERENCE MARK 2 IS ON A VERY LONG NARROW
 AU2560'TIP OF LAND THAT HAS A SMALL ISLAND TO THE SW.
 AU2560'
 AU2560'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 31.0 METERS.
 AU2560
 AU2560                          STATION RECOVERY (1948)
 AU2560
 AU2560'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2560'POINT HAS RECEDED AND LEFT THE STATION ABOUT 6 FEET FROM THE
 AU2560'HIGH-WATER LINE, WHERE THE STATION WAS FOUND LYING ON ITS
 AU2560'SIDE IN ABOUT 3 FEET OF WATER.
 AU2560
 AU2560                          STATION RECOVERY (1955)
 AU2560
 AU2560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2560'STATION PREVIOUSLY REPORTED DESTROYED.  REFERENCE MARKS WERE
 AU2560'SEARCHED FOR BUT COULD NOT BE FOUND.  IT IS BELIEVED THAT THEY
 AU2560'HAVE BEEN DESTROYED EITHER BY RECESSION OF THE SHORELINE OR
 AU2560'BY THE CONSTRUCTION OF A CANAL AT THE SITE.  REFERENCE POINTS
 AU2560'HAVE DISAPPEARED.
 AU2560
 AU2560                          STATION RECOVERY (1960)
 AU2560
 AU2560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2560'DESTROYED.  STATION PREVIOUSLY REPORTED DESTROYED.  R.M. 2
 AU2560'WAS FOUND OUT IN THE WATER.  R.M. 1 WAS NOT FOUND, BUT IS
 AU2560'BELIEVED TO HAVE BEEN WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1857 ***********************************************************************
 BH1857  DESIGNATION -  SALT BAYOU
 BH1857  PID         -  BH1857
 BH1857  STATE/COUNTY-  LA/ST TAMMANY
 BH1857  USGS QUAD   -  NORTH SHORE (1994)
 BH1857
 BH1857                         *CURRENT SURVEY CONTROL
 BH1857  ___________________________________________________________________
 BH1857* NAD 83(1992)-  30 11 45.85134(N)    089 45 17.34666(W)     ADJUSTED  
 BH1857* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BH1857  **This station is located in a subsidence area (see below).
 BH1857  ___________________________________________________________________
 BH1857  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BH1857  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BH1857  DYNAMIC HT  -           2.9   (meters)      10.    (feet)  COMP
 BH1857  MODELED GRAV-     979,334.3   (mgal)                       NAVD 88
 BH1857
 BH1857  HORZ ORDER  -  THIRD
 BH1857  VERT ORDER  -  THIRD (See Below)
 BH1857
 BH1857.The horizontal coordinates were established by classical geodetic methods
 BH1857.and adjusted by the National Geodetic Survey in May 1994..
 BH1857.No horizontal observational check was made to the station.
 BH1857
 BH1857 ** The orthometric height has not been validated since last determined
 BH1857 ** by differential leveling and should not be used for control purposes.
 BH1857 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1857 ** area with valid NAVD 88 orthometric heights.
 BH1857 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1857 ** epoch indicated which incorporates improved geoid heights for the
 BH1857 ** Southern Louisiana Subsidence area.
 BH1857 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1857.The orthometric height was scaled from a topographic map.
 BH1857.The vertical order pertains to the NGVD 29 superseded value.
 BH1857
 BH1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1857
 BH1857.The geoid height was determined by GEOID03.
 BH1857
 BH1857.The dynamic height is computed by dividing the NAVD 88
 BH1857.geopotential number by the normal gravity value computed on the
 BH1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1857.degrees latitude (g = 980.6199 gals.).
 BH1857
 BH1857.The modeled gravity was interpolated from observed gravity values.
 BH1857
 BH1857;                    North         East     Units Scale Factor Converg.
 BH1857;SPC LA S     -   189,046.864 1,151,989.516   MT  0.99993152   +0 47 21.4
 BH1857;SPC LA S     -   620,231.25  3,779,485.60   sFT  0.99993152   +0 47 21.4
 BH1857;UTM  16      - 3,343,720.258   234,777.132   MT  1.00046793   -1 23 11.0
 BH1857
 BH1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1857!SPC LA S     -   1.00000372  x   0.99993152  =   0.99993524
 BH1857!UTM  16      -   1.00000372  x   1.00046793  =   1.00047165
 BH1857
 BH1857                          SUPERSEDED SURVEY CONTROL
 BH1857
 BH1857  NAD 83(1992)-  30 11 45.85396(N)    089 45 17.34651(W) AD(       ) 3
 BH1857  NGVD 29 (05/04/93)    3.07   (m)           10.1    (f) LEVELING    3  
 BH1857
 BH1857.Superseded values are not recommended for survey control.
 BH1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1857.See file dsdata.txt to determine how the superseded data were derived.
 BH1857
 BH1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3477743720(NAD 83)
 BH1857_MARKER: DB = BENCH MARK DISK
 BH1857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH1857_SP_SET: ABUTMENT
 BH1857_STAMPING: PBM SALT BAYOU 1957 BK790844PG22
 BH1857_MARK LOGO: USE   
 BH1857_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1857+STABILITY: SURFACE MOTION
 BH1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1857+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 BH1857
 BH1857  HISTORY     - Date     Condition        Report By
 BH1857  HISTORY     - 1957     MONUMENTED       USE
 BH1857  HISTORY     - 1986     GOOD             NGS
 BH1857  HISTORY     - 19860624 GOOD             LADTD
 BH1857  HISTORY     - 20030821 GOOD             GANDOL
 BH1857
 BH1857                          STATION DESCRIPTION
 BH1857
 BH1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BH1857'6.6 KM (4.1 MI) SE FROM SLIDELL.
 BH1857'THE MARK IS 0.30 M ABOVE HIGHWAY.
 BH1857'6.6 KM (4.1 MI) SOUTHEAST ALONG STATE HIGHWAY 433 (OLD SPANISH TRAIL)
 BH1857'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN SLIDELL TO THE MARK ON
 BH1857'THE RIGHT IN THE NORTHWEST ABUTMENT OF BRIDGE OVER SALT BAYOU.  IT IS
 BH1857'4.8 METERS (15.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 433.
 BH1857
 BH1857                          STATION RECOVERY (1986)
 BH1857
 BH1857'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 BH1857'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 BH1857'FOLLOWS.  THIS STATION WAS USED AS AN AZIMUTH MARK FOR STATION
 BH1857'GOHEGAN.
 BH1857'THE STATION IS LOCATED ABOUT 24.0 KM (14.90 MI) NORTHEAST OF NEW
 BH1857'ORLEANS, 7.5 KM (4.65 MI) SOUTHEAST OF SLIDELL AND 3.8 KM (2.35 MI)
 BH1857'NORTHWEST OF RIGOLETS PASS, IN THE SOUTHWEST QUARTER OF SECTION 37, T
 BH1857'10 S, R 14 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH1857'DEVELOPMENT.
 BH1857'TO REACH THE STATION FROM THE NORTH END OF THE RIGOLETS BRIDGE ON
 BH1857'RIGOLETS PASS, GP NORTH FOR 0.6 KM (0.35 MI) ON U.S. HIGHWAY 90 TO THE
 BH1857'JUNCTION WITH STATE HIGHWAY 433.  TURN LEFT AND GO NORTHWEST FOR 3.8
 BH1857'KM (2.35 MI) ON HIGHWAY 433 TO THE SALT BAYOU BRIDGE, WITH THE MARK
 BH1857'SET IN THE NORTHWEST CORNER OF THE BRIDGE OR TO REACH THE STATION FROM
 BH1857'THE JUNCTION OF HIGHWAY 433 AND INTERSTATE HIGHWAY 10 IN SLIDELL, GO
 BH1857'EAST FOR 6.4 KM (4.00 MI) ON HIGHWAY 433 TO THE MARK.
 BH1857'THE STATION IS 25.5 M (83.7 FT) SOUTH FROM THE CENTER OF A BLACKTOP
 BH1857'ROAD LEADING WEST, 4.7 M (15.4 FT) WEST FROM THE CENTER OF THE HIGHWAY
 BH1857'AND 0.3 M (1.0 FT) SOUTH FROM THE NORTH END OF THE WEST BRIDGE
 BH1857'ABUTMENT.  THE MARK FLUSH WITH THE ABUTMENT AND ABOUT LEVEL WITH THE
 BH1857'HIGHWAY.
 BH1857
 BH1857                          STATION RECOVERY (2003)
 BH1857
 BH1857'RECOVERY NOTE BY GANDOLFO KUHN AND ASSOCIATES 2003 (PJK)
 BH1857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2750 ***********************************************************************
 BX2750  DESIGNATION -  SALT RM 2 1969
 BX2750  PID         -  BX2750
 BX2750  STATE/COUNTY-  LA/WINN
 BX2750  USGS QUAD   -  WINNFIELD WEST (1984)
 BX2750
 BX2750                         *CURRENT SURVEY CONTROL
 BX2750  ___________________________________________________________________
 BX2750* NAD 83(1992)-  31 54 38.70365(N)    092 43 18.85581(W)     ADJUSTED  
 BX2750* NAVD 88     -        42.8    (meters)     140.     (feet)  VERTCON   
 BX2750  ___________________________________________________________________
 BX2750  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BX2750  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX2750
 BX2750  HORZ ORDER  -  SECOND
 BX2750
 BX2750.The horizontal coordinates were established by classical geodetic methods
 BX2750.and adjusted by the National Geodetic Survey in January 1993..
 BX2750
 BX2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2750
 BX2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2750
 BX2750.The geoid height was determined by GEOID03.
 BX2750
 BX2750;                    North         East     Units Scale Factor Converg.
 BX2750;SPC LA N     -   156,438.287   979,013.075   MT  0.99991475   -0 07 02.4
 BX2750;SPC LA N     -   513,247.95  3,211,978.73   sFT  0.99991475   -0 07 02.4
 BX2750;UTM  15      - 3,530,576.916   526,293.075   MT  0.99960853   +0 08 49.2
 BX2750
 BX2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2750!SPC LA N     -   0.99999734  x   0.99991475  =   0.99991209
 BX2750!UTM  15      -   0.99999734  x   0.99960853  =   0.99960587
 BX2750
 BX2750|---------------------------------------------------------------------|
 BX2750| PID    Reference Object                     Distance      Geod. Az  |
 BX2750|                                                           dddmmss.s |
 BX2750| BX2749 SALT                                 29.787 METERS 12944     |
 BX2750| BX2777 GUM SPRINGS                         APPROX. 5.9 KM 2582648.7 |
 BX2750|---------------------------------------------------------------------|
 BX2750
 BX2750                          SUPERSEDED SURVEY CONTROL
 BX2750
 BX2750  NAD 83(1986)-  31 54 38.71804(N)    092 43 18.84730(W) AD(       ) 2
 BX2750  NAD 27      -  31 54 38.12980(N)    092 43 18.30243(W) AD(       ) 2
 BX2750  NGVD 29 (07/19/86)   42.8    (m)          140.     (f) VERT ANG       
 BX2750
 BX2750.Superseded values are not recommended for survey control.
 BX2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2750.See file dsdata.txt to determine how the superseded data were derived.
 BX2750
 BX2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2629330577(NAD 83)
 BX2750_MARKER: DS = TRIANGULATION STATION DISK
 BX2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2750+STABILITY: SURFACE MOTION
 BX2750
 BX2750  HISTORY     - Date     Condition        Report By
 BX2750  HISTORY     - 1969     MONUMENTED       CGS
 BX2750
 BX2750                          STATION DESCRIPTION
 BX2750
 BX2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2750'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A FENCE ON LINE.
 BX2750'
 BX2750'THE STATION IS LOCATED ABOUT 10 MILES EAST OF SALINE LAKE, 5
 BX2750'MILES SOUTHWEST OF WINNFIELD AND 4-1/4 MILES SOUTHEAST OF CALVIN
 BX2750'ON STATE HIGHWAY PROPERTY AND ON THE NORTH SIDE OF U.S. HIGHWAY 84.
 BX2750'
 BX2750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND 84
 BX2750'IN THE WEST EDGE OF WINNFIELD, GO WEST ON U.S. HIGHWAY 84 FOR
 BX2750'3.05 MILES TO THE JUNCTION WITH STATE HIGHWAY 1228.  CONTINUE
 BX2750'WESTERLY ON HIGHWAY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 BX2750'LEFT.  CONTINUE AHEAD WEST ON U.S. HIGHWAY 84 FOR 0.5 MILE TO
 BX2750'THE STATION ON THE RIGHT.
 BX2750'
 BX2750'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALT NO 2, SET IN
 BX2750'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 BX2750'INCH.  IT IS 78 FEET NORTH OF AN EAST-WEST FENCE AND 65 FEET
 BX2750'WEST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4807 ***********************************************************************
 BJ4807  DESIGNATION -  SALVANT
 BJ4807  PID         -  BJ4807
 BJ4807  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4807  USGS QUAD   -  ZACHARY (1980)
 BJ4807
 BJ4807                         *CURRENT SURVEY CONTROL
 BJ4807  ___________________________________________________________________
 BJ4807* NAD 83(1992)-  30 38 27.17870(N)    091 14 54.99380(W)     ADJUSTED  
 BJ4807* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 BJ4807  ___________________________________________________________________
 BJ4807  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4807  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4807
 BJ4807  HORZ ORDER  -  FIRST
 BJ4807
 BJ4807.The horizontal coordinates were established by classical geodetic methods
 BJ4807.and adjusted by the National Geodetic Survey in January 1993..
 BJ4807
 BJ4807.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4807
 BJ4807.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4807
 BJ4807.The geoid height was determined by GEOID03.
 BJ4807
 BJ4807;                    North         East     Units Scale Factor Converg.
 BJ4807;SPC LA S     -   237,312.529 1,008,121.563   MT  0.99998796   +0 02 32.5
 BJ4807;SPC LA S     -   778,582.86  3,307,478.83   sFT  0.99998796   +0 02 32.5
 BJ4807;UTM  15      - 3,391,111.446   667,834.303   MT  0.99994749   +0 53 34.1
 BJ4807
 BJ4807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4807!SPC LA S     -   0.99999962  x   0.99998796  =   0.99998758
 BJ4807!UTM  15      -   0.99999962  x   0.99994749  =   0.99994711
 BJ4807
 BJ4807:                Primary Azimuth Mark                     Grid Az
 BJ4807:SPC LA S     -  SALVANT AZ MK                            001 59 42.5
 BJ4807:UTM  15      -  SALVANT AZ MK                            001 08 40.9
 BJ4807
 BJ4807|---------------------------------------------------------------------|
 BJ4807| PID    Reference Object                     Distance      Geod. Az  |
 BJ4807|                                                           dddmmss.s |
 BJ4807| BJ4824 SALVANT AZ MK                       APPROX. 0.7 KM 0020215.0 |
 BJ4807| BJ4806 ZACHARY GSU MICROWAVE               385.771 METERS 11741     |
 BJ4807| CW2289 SALVANT RM 1                         42.690 METERS 20551     |
 BJ4807| CW2290 SALVANT RM 2                         97.582 METERS 28749     |
 BJ4807|---------------------------------------------------------------------|
 BJ4807
 BJ4807                          SUPERSEDED SURVEY CONTROL
 BJ4807
 BJ4807  NAD 83(1986)-  30 38 27.19731(N)    091 14 54.99062(W) AD(       ) 1
 BJ4807  NAD 27      -  30 38 26.52634(N)    091 14 54.59480(W) AD(       ) 1
 BJ4807  NGVD 29 (07/19/86)   29.7    (m)           97.     (f) VERT ANG       
 BJ4807
 BJ4807.Superseded values are not recommended for survey control.
 BJ4807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4807.See file dsdata.txt to determine how the superseded data were derived.
 BJ4807
 BJ4807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6783491111(NAD 83)
 BJ4807_MARKER: DS = TRIANGULATION STATION DISK
 BJ4807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4807
 BJ4807  HISTORY     - Date     Condition        Report By
 BJ4807  HISTORY     - 1970     MONUMENTED       NGS
 BJ4807  HISTORY     - 1976     GOOD             NGS
 BJ4807
 BJ4807                          STATION DESCRIPTION
 BJ4807
 BJ4807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4807'UNABLE TO MEASURE BETWEEN RMS DUE TO OBSTRUCTIONS.
 BJ4807'
 BJ4807'STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF THE CENTER OF
 BJ4807'BATON ROUGE, 5 MILES WEST-SOUTHWEST OF ZACHARY, 4 MILES
 BJ4807'WEST-NORTHWEST OF BAKER, 2-3/4 MILES EAST OF THE MISSISSIPPI RIVER
 BJ4807'AND 2 MILES SOUTHEAST OF PORT HUDSON NATIONAL CEMETERY.  IT IS
 BJ4807'IN SECTION 66, T 5 S, R 1 W, ON A LOW HILL NEAR AN OLD ABANDON
 BJ4807'HOUSE AND ON PROPERTY THAT IS LEASED TO MR. BOYCE ALFORD, ROUTE 2
 BJ4807'BOX 258, ROLLING ACRES DRIVE, BAKER LOUISIANA 70714.
 BJ4807'
 BJ4807'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 BJ4807'HIGHWAY 3004 IN THE SMALL COMMUNITY OF PORT HUDSON, GO SOUTHERLY ON
 BJ4807'U.S. HIGHWAY 61 FOR 2.4 MILES TO CROSSROAD, MT. PLEASENT-ZACHARY
 BJ4807'ROAD. TURN RIGHT AND GO WEST FOR 0.05 MILE TO AZIMUTH MARK ON THE
 BJ4807'RIGHT, NORTH SIDE OF ROAD AND THE EAST SIDE OF RAIL ROAD TRACKS.
 BJ4807'CONTINUE WESTERLY ON MT. PLEASENT-ZACHARY ROAD FOR 0.1 MILE TO A
 BJ4807'SIDE ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND GO
 BJ4807'SOUTH-SOUTHWEST ON (SALVANT ROAD) FOR 0.4 MILE TO A PIPE
 BJ4807'GATE ON THE LEFT, EAST SIDE OF ROAD, PASS THRU GATE AND GO EAST FOR
 BJ4807'0.05 MILE TO A WIRE GATE.  PASS THRU GATE AND CONTINUE EASTERLY
 BJ4807'ALONG THE SOUTH SIDE OF WIRE FENCE FOR 0.15 MILE TO A WIRE GATE ON
 BJ4807'THE LEFT.  PASS THRU GATE AND GO NORTHERLY FOR 0.05 MILE TO AN OLD
 BJ4807'ABANDON HOUSE AND STATION.  AS DESCRIBED.
 BJ4807'
 BJ4807'STATION MARKS ARE STANDARD DISKS STAMPED SALVANT 1970.  THE SURFACE
 BJ4807'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4807'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 65 FEET WEST OF THE
 BJ4807'SOUTHWEST CORNER OF HOUSE, 27 FEET WEST-NORTHWEST OF A 10 INCH
 BJ4807'CHINABERRY TREE AND 15.6 FEET SOUTHWEST OF A METAL WITNESS POST
 BJ4807'WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BJ4807'IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND
 BJ4807'SURFACE.
 BJ4807'
 BJ4807'REFERENCE MARK 1, A STANDARD DISK STAMPED SALVANT NO 1 1970, SET IN
 BJ4807'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4807'WITH THE GROUND SURFACE.  IT IS 9 FEET EAST OF THE CENTER OF GATE, 6
 BJ4807'FEET WEST OF A 3 INCH WILD CHERRY TREE AND 2 FEET NORTH OF
 BJ4807'FENCELINE.
 BJ4807'
 BJ4807'REFERENCE MARK 2, A STANDARD DISK STAMPED SALVANT NO 2 1970, SET IN
 BJ4807'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4807'WITH THE GROUND SURFACE.  IT IS 91 FEET EAST OF FENCE CORNER, 40
 BJ4807'FEET EAST-SOUTHEAST OF AN 8 INCH GUM TREE AND 0.6 FOOT NORTH OF
 BJ4807'FENCELINE.
 BJ4807'
 BJ4807'THE AZIMUTH MARK, A STANDARD DISK STAMPED SALVANT 1970, IS SET IN THE
 BJ4807'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BJ4807'INCHES ABOVE GROUND SURFACE.  IT IS 110 FEET WEST OF THE CENTERLINE
 BJ4807'OF U.S. HIGHWAY 61, 34 FEET NORTH OF THE CENTERLINE OF
 BJ4807'MT. PLEASENT-ZACHARY ROAD, 10.4 FEET EAST OF THE EAST RAIL
 BJ4807'OF RAIL ROAD, 1.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 BJ4807'ATTACHED AND 1.7 FEET WEST OF A 2 INCH PIPE.
 BJ4807'
 BJ4807'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BJ4807
 BJ4807                          STATION RECOVERY (1976)
 BJ4807
 BJ4807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 BJ4807'THE STATION WAS VISITED 3-24-76 AND THE STATION MARK, RM 1, RM 2 AND
 BJ4807'THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE 1970
 BJ4807'DESCRIPTION IS ADEQUATE TO FIND THE STATION.
 BJ4807'
 BJ4807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 BJ4807'ZACHARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4824 ***********************************************************************
 BJ4824  DESIGNATION -  SALVANT AZ MK
 BJ4824  PID         -  BJ4824
 BJ4824  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4824  USGS QUAD   -  ZACHARY (1980)
 BJ4824
 BJ4824                         *CURRENT SURVEY CONTROL
 BJ4824  ___________________________________________________________________
 BJ4824* NAD 83(1992)-  30 38 48.96332(N)    091 14 54.09744(W)     ADJUSTED  
 BJ4824* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 BJ4824  ___________________________________________________________________
 BJ4824  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ4824  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4824
 BJ4824  HORZ ORDER  -  SECOND
 BJ4824
 BJ4824.The horizontal coordinates were established by classical geodetic methods
 BJ4824.and adjusted by the National Geodetic Survey in January 1993..
 BJ4824
 BJ4824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4824
 BJ4824.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4824
 BJ4824.The geoid height was determined by GEOID03.
 BJ4824
 BJ4824;                    North         East     Units Scale Factor Converg.
 BJ4824;SPC LA S     -   237,983.404 1,008,144.933   MT  0.99998914   +0 02 33.0
 BJ4824;SPC LA S     -   780,783.88  3,307,555.50   sFT  0.99998914   +0 02 33.0
 BJ4824;UTM  15      - 3,391,782.566   667,847.711   MT  0.99994755   +0 53 35.2
 BJ4824
 BJ4824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4824!SPC LA S     -   0.99999998  x   0.99998914  =   0.99998912
 BJ4824!UTM  15      -   0.99999998  x   0.99994755  =   0.99994753
 BJ4824
 BJ4824:                Primary Azimuth Mark                     Grid Az
 BJ4824:SPC LA S     -  SALVANT                                  181 59 42.4
 BJ4824:UTM  15      -  SALVANT                                  181 08 40.2
 BJ4824
 BJ4824|---------------------------------------------------------------------|
 BJ4824| PID    Reference Object                     Distance      Geod. Az  |
 BJ4824|                                                           dddmmss.s |
 BJ4824| BJ4807 SALVANT                             APPROX. 0.7 KM 1820215.4 |
 BJ4824|---------------------------------------------------------------------|
 BJ4824
 BJ4824                          SUPERSEDED SURVEY CONTROL
 BJ4824
 BJ4824  NAD 83(1986)-  30 38 48.98186(N)    091 14 54.09423(W) AD(       ) 2
 BJ4824  NAD 27      -  30 38 48.31202(N)    091 14 53.69834(W) AD(       ) 2
 BJ4824  NGVD 29 (07/19/86)   27.4    (m)           90.     (f) VERT ANG       
 BJ4824
 BJ4824.Superseded values are not recommended for survey control.
 BJ4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4824.See file dsdata.txt to determine how the superseded data were derived.
 BJ4824
 BJ4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6784891783(NAD 83)
 BJ4824_MARKER: DD = SURVEY DISK
 BJ4824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4824+STABILITY: SURFACE MOTION
 BJ4824
 BJ4824  HISTORY     - Date     Condition        Report By
 BJ4824  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4824
 BJ4824                          STATION DESCRIPTION
 BJ4824
 BJ4824'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ4824'THE STATION IS LOCATED FIVE MILES WEST-SOUTHWEST OF ZACHARY, FOUR
 BJ4824'MILE WEST-NORTHWEST OF BAKER ON PROPERTY OWNED BY THE
 BJ4824'LOUISIANA-ARKANSAS RAILROAD, AT THE INTERSECTION OF U.S. HIGHWAY
 BJ4824'60 AND THE MOUNT PLEASANT - ZACHARY ROAD.
 BJ4824'
 BJ4824'TO REACH THE STATION FROM THE ZACHARY HIGH SCHOOL IN ZACHARY GO
 BJ4824'WEST ALONG STATE HIGHWAY 64 FOR 5.25 MILES TO THE JUNCTION WITH
 BJ4824'U.S. HIGHWAY 61 AND THE STATION IN NORTHWEST ANGLE OF THE
 BJ4824'INTERSECTION.
 BJ4824'
 BJ4824'THE STATION IS A STANDARD LOUISIANA STATE OFFICE OF HIGHWAY AND
 BJ4824'U.S. COAST AND GEODETIC SURVEY DISK SET IN A 12-INCH ROUND
 BJ4824'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 110 FEET WEST OF THE
 BJ4824'CENTERLINE OF U.S. HIGHWAY 61, 34 FEET NORTH OF THE CENTERLINE
 BJ4824'OF THE MOUNT PLEASANT - ZACHARY ROAD, 10.4 FEET EAST OF THE EAST
 BJ4824'RAIL OF THE TRACKS, 1.7 FEET WEST OF A TWO INCH PIPE AND 1.8
 BJ4824'FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2770 ***********************************************************************
 BX2770  DESIGNATION -  SAMPUSAND
 BX2770  PID         -  BX2770
 BX2770  STATE/COUNTY-  LA/NATCHITOCHES
 BX2770  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2770
 BX2770                         *CURRENT SURVEY CONTROL
 BX2770  ___________________________________________________________________
 BX2770* NAD 83(1992)-  31 30 08.81618(N)    092 55 54.80844(W)     ADJUSTED  
 BX2770* NAVD 88     -        97.0    (meters)     318.     (feet)  VERTCON   
 BX2770  ___________________________________________________________________
 BX2770  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BX2770  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX2770
 BX2770  HORZ ORDER  -  FIRST
 BX2770
 BX2770.The horizontal coordinates were established by classical geodetic methods
 BX2770.and adjusted by the National Geodetic Survey in January 1993..
 BX2770
 BX2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2770
 BX2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2770
 BX2770.The geoid height was determined by GEOID03.
 BX2770
 BX2770;                    North         East     Units Scale Factor Converg.
 BX2770;SPC LA N     -   111,228.788   958,972.936   MT  0.99994084   -0 13 42.0
 BX2770;SPC LA N     -   364,923.12  3,146,230.37   sFT  0.99994084   -0 13 42.0
 BX2770;UTM  15      - 3,485,290.080   506,467.735   MT  0.99960052   +0 02 08.1
 BX2770
 BX2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2770!SPC LA N     -   0.99998887  x   0.99994084  =   0.99992971
 BX2770!UTM  15      -   0.99998887  x   0.99960052  =   0.99958940
 BX2770
 BX2770:                Primary Azimuth Mark                     Grid Az
 BX2770:SPC LA N     -  HALES=Z 12                               023 59 46.6
 BX2770:UTM  15      -  HALES=Z 12                               023 43 56.5
 BX2770
 BX2770|---------------------------------------------------------------------|
 BX2770| PID    Reference Object                     Distance      Geod. Az  |
 BX2770|                                                           dddmmss.s |
 BX2770| BX1275 HALES=Z 12                          APPROX. 2.4 KM 0234604.6 |
 BX2770| CY4668 SAMPUSAND RM 1                       19.563 METERS 08958     |
 BX2770| CY4669 SAMPUSAND RM 2                       14.421 METERS 22520     |
 BX2770| BX2884 RED DIRT LOT USFS 1969              APPROX. 9.4 KM 2672714.3 |
 BX2770|---------------------------------------------------------------------|
 BX2770
 BX2770                          SUPERSEDED SURVEY CONTROL
 BX2770
 BX2770  NAD 83(1986)-  31 30 08.83725(N)    092 55 54.80053(W) AD(       ) 1
 BX2770  NAD 27      -  31 30 08.22506(N)    092 55 54.22955(W) AD(       ) 1
 BX2770  NGVD 29 (07/19/86)   97.0    (m)          318.     (f) VERT ANG       
 BX2770
 BX2770.Superseded values are not recommended for survey control.
 BX2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2770.See file dsdata.txt to determine how the superseded data were derived.
 BX2770
 BX2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0646885290(NAD 83)
 BX2770_MARKER: DS = TRIANGULATION STATION DISK
 BX2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2770
 BX2770  HISTORY     - Date     Condition        Report By
 BX2770  HISTORY     - 1969     MONUMENTED       CGS
 BX2770
 BX2770                          STATION DESCRIPTION
 BX2770
 BX2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2770'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF
 BX2770'CLOUTIERVILLE, ABOUT 1/2 MILE WEST OF A PAVED ROAD ON THE
 BX2770'NORTHEAST END AND THE HIGHEST POINT OF SAMPUSAND HILL, ON
 BX2770'PROPERTY OF MESSRS. JOHN AND WILLIAM ATKINS.
 BX2770'
 BX2770'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BX2770'495 AT THE SOUTH EDGE OF CLOUTIERVILLE, GO EAST ON STATE HIGHWAY
 BX2770'1 FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON PAVED
 BX2770'ROAD FOR 1.05 MILES TO A RAILROAD CROSSING, CONTINUE SOUTHERLY
 BX2770'FOR 2.05 MILES TO A SIDEROAD RIGHT, WHERE MAIN ROAD TURNS
 BX2770'LEFT.  TURN RIGHT AND FOLLOW TRACK ROAD NORTHWESTERLY FOR 0.55
 BX2770'MILE TO A WASH, CROSS WASH, AND CONTINUE AHEAD ON TRACK ROAD
 BX2770'FOR 0.3 MILE TO A SMALL CLEARING.  PASS THROUGH CLEARING ON
 BX2770'TRACK ROAD GOING INTO THE TREES AND PICK WAY THROUGH THE WOODS
 BX2770'WESTERLY, NORTHWESTERLY, AND NORTH FOR 0.2 MILE TO A WASH ON THE
 BX2770'RIGHT.  BEAR LEFT ALONG THE WASH FOR 0.05 MILE TO
 BX2770'WHERE THE TRACK ROAD ENTERS THE WASH, CONTINUE IN THE WASH FOR
 BX2770'0.1 MILE TO WHERE TRACKS LEAVE THE TO THE RIGHT, BEAR RIGHT UP
 BX2770'HILL PICKING WAY AROUND ROCKS AND TREES KEEPING TO THE RIGHT
 BX2770'FOR 0.1 MILE TO A SMALL CLEARING, MAKE A SHARP LEFT UP A
 BX2770'STEEP GRADE PICKING WAY THROUGH THE ROCKS AND TREES FOR 0.2
 BX2770'MILE TO THE STATION ON NORTHEAST END AND HIGHEST POINT OF
 BX2770'HILL.
 BX2770'
 BX2770'STATION MARK IS A STANDARD DISK STAMPED, SAMPUSAND 1969, SET IN
 BX2770'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 BX2770'THE GROUND.  IT IS 48.5 FEET NORTH-NORTHWEST OF 36 INCH TREE WITH
 BX2770'A TRIANGULAR BLAZE NEAR THE NORTH-NORTHEAST EDGE OF THE RIDGE.
 BX2770'
 BX2770'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, SAMPUSAND NO 1
 BX2770'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 BX2770'FLUSH WITH THE GROUND.  IT IS ON THE EAST SLOPE OF THE RIDGE AND
 BX2770'18 INCHES LOWER THAN THE STATION, 40 FEET NORTH-NORTHEAST OF THE
 BX2770'36 INCH TREE.
 BX2770'
 BX2770'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, SAMPUSAND NO 2
 BX2770'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 BX2770'FLUSH WITH THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION
 BX2770'AND ABOUT CENTER (TOP) OF THE RIDGE, 19 FEET NORTH OF A 30 INCH
 BX2770'TREE, AND 10 FEET SOUTH OF A 20 INCH OAK TREE BESIDE AND
 BX2770'CONNECTED TO A 20 INCH SAWED-OFF TREE STUMP.
 BX2770'
 BX2770'TRIANGULATION STATION HALES 1919 CAN BE USED AS THE AZIMUTH
 BX2770'MARK, SEE DESCRIPTION THEREOF.
 BX2770'
 BX2770'HEIGHT OF LIGHT ABOVE STATION MARK 18.04 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4748 ***********************************************************************
 BJ4748  DESIGNATION -  SAMUEL
 BJ4748  PID         -  BJ4748
 BJ4748  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4748  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4748
 BJ4748                         *CURRENT SURVEY CONTROL
 BJ4748  ___________________________________________________________________
 BJ4748* NAD 83(1992)-  30 36 43.72915(N)    091 14 21.36816(W)     ADJUSTED  
 BJ4748* NAVD 88     -        29.4    (meters)      96.     (feet)  VERTCON   
 BJ4748  ___________________________________________________________________
 BJ4748  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BJ4748  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4748
 BJ4748  HORZ ORDER  -  FIRST
 BJ4748
 BJ4748.The horizontal coordinates were established by classical geodetic methods
 BJ4748.and adjusted by the National Geodetic Survey in January 1993..
 BJ4748
 BJ4748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4748
 BJ4748.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4748
 BJ4748.The geoid height was determined by GEOID03.
 BJ4748
 BJ4748;                    North         East     Units Scale Factor Converg.
 BJ4748;SPC LA S     -   234,127.516 1,009,019.546   MT  0.99998249   +0 02 49.3
 BJ4748;SPC LA S     -   768,133.36  3,310,424.96   sFT  0.99998249   +0 02 49.3
 BJ4748;UTM  15      - 3,387,940.220   668,779.408   MT  0.99995142   +0 53 48.5
 BJ4748
 BJ4748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4748!SPC LA S     -   0.99999966  x   0.99998249  =   0.99998215
 BJ4748!UTM  15      -   0.99999966  x   0.99995142  =   0.99995108
 BJ4748
 BJ4748|---------------------------------------------------------------------|
 BJ4748| PID    Reference Object                     Distance      Geod. Az  |
 BJ4748|                                                           dddmmss.s |
 BJ4748| CW2294 SAMUEL RM 4                          35.504 METERS 00445     |
 BJ4748| CW2292 SAMUEL RM 1                          47.550 METERS 01151     |
 BJ4748| BJ4772 SAMUEL RM 3                          18.265 METERS 06448     |
 BJ4748| BJ4751 BAKER LELAND NEGRO COLL TANK        APPROX. 6.1 KM 1090157.6 |
 BJ4748| BJ4750 SCOTTS BLUFF WATER TANK             APPROX.10.6 KM 1571533.3 |
 BJ4748| CW2291 SAMUEL AZ MK                                       2215815.2 |
 BJ4748| CW2293 SAMUEL RM 2                          48.910 METERS 23535     |
 BJ4748|---------------------------------------------------------------------|
 BJ4748
 BJ4748                          SUPERSEDED SURVEY CONTROL
 BJ4748
 BJ4748  NAD 83(1986)-  30 36 43.74762(N)    091 14 21.36494(W) AD(       ) 1
 BJ4748  NAD 27      -  30 36 43.07544(N)    091 14 20.97058(W) AD(       ) 1
 BJ4748  NGVD 29 (07/19/86)   29.4    (m)           96.     (f) VERT ANG       
 BJ4748
 BJ4748.Superseded values are not recommended for survey control.
 BJ4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4748.See file dsdata.txt to determine how the superseded data were derived.
 BJ4748
 BJ4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6877987940(NAD 83)
 BJ4748_MARKER: DS = TRIANGULATION STATION DISK
 BJ4748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4748
 BJ4748  HISTORY     - Date     Condition        Report By
 BJ4748  HISTORY     - 1929     MONUMENTED       CGS
 BJ4748  HISTORY     - 1934     GOOD             LAGS
 BJ4748  HISTORY     - 1955     GOOD             CGS
 BJ4748  HISTORY     - 1955     GOOD             CGS
 BJ4748  HISTORY     - 1956     GOOD             LOCENG
 BJ4748  HISTORY     - 1965     GOOD             USGS
 BJ4748  HISTORY     - 1970     GOOD             NGS
 BJ4748  HISTORY     - 1970     GOOD             NGS
 BJ4748
 BJ4748                          STATION DESCRIPTION
 BJ4748
 BJ4748'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4748'ABOUT 4 MILES NW OF BAKER, ON PLANTATION OWNED BY MRS. EDGAR
 BJ4748'SAMUEL OF ZACHARY.
 BJ4748'
 BJ4748'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 BJ4748'SET IN CONCRETE.
 BJ4748'
 BJ4748'REFERENCE MARK NO. 1 IS IN FENCE LINE ABOUT 50 FEET N OF
 BJ4748'GATE, AND 47.55 METERS (156.0 FEET) FROM STATION
 BJ4748'N 11 DEG 51 MIN E.
 BJ4748'
 BJ4748'REFERENCE MARK NO. 2 IS IN FENCE LINE ABOUT 200 FEET S OF GATE,
 BJ4748'AND 48.91 METERS (160.5 FEET) FROM STATION S 55 DEG 35 MIN W.
 BJ4748'
 BJ4748'TO REACH FROM PLAINS GO ABOUT 8.5 MILES S ON U.S. ROUTE 61 TO
 BJ4748'GRAVEL ROAD (ABOUT 75 YARDS N OF A DRAIN DITCH AND SMALL
 BJ4748'CONCRETE BRIDGE) LEADING NW ALONG E SIDE OF THE LOUISIANA
 BJ4748'AND ARKANSAS RAILWAY, TURN RIGHT ONTO THIS ROAD AND GO 2.5 MILES
 BJ4748'TO RAILWAY STATION IRENE, TURN LEFT ACROSS TRACKS AND GO 0.6 MILE
 BJ4748'TO MRS. SAMUELS HOUSE, WHICH IS FIRST LARGE HOUSE ON LEFT.
 BJ4748'STATION IS 72 FEET S OF GATE AT ENTRANCE.
 BJ4748
 BJ4748                          STATION RECOVERY (1934)
 BJ4748
 BJ4748'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BJ4748'STATION MARK IS UNDERGROUND.  REFERENCE MARKS RECOVERED
 BJ4748'AS DESCRIBED IN GOOD CONDITION.
 BJ4748
 BJ4748                          STATION RECOVERY (1955)
 BJ4748
 BJ4748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4748'STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4748'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ4748'
 BJ4748'THE STATION IS LOCATED ABOUT 4 MI. W-NW OF BAKER, 6 MI. N-NW
 BJ4748'OF SCOTLANDVILLE, AND ON LAND OWNED BY MRS. EDGARD SAMUELS.
 BJ4748'IT IS AT THE W EDGE OF A PASTURE LOT IN FRONT OF THE HOUSE,
 BJ4748'106 FT. E OF THE CENTER OF A GRAVELED ROAD, 36 FT. S OF THE
 BJ4748'CENTER OF THE ROAD LEADING TO THE HOUSE, 66 FT. SE OF THE S END
 BJ4748'OF A CATTLE GUARD, AND 12 FT. S OF A FENCE LINE.  IT IS A
 BJ4748'STANDARD DISK, STAMPED SAMUEL 1929 AND PROJECTING 4 IN.
 BJ4748'
 BJ4748'REFERENCE MARK 1 IS 156.0 FT. N OF THE STATION, 32 FT. E OF
 BJ4748'THE CENTER OF A GRAVELED ROAD, 81 FT. N-NE OF THE NW END OF
 BJ4748'A CATTLE GUARD, 21 FT. NE OF TELEPHONE POLE NO. 12, AND 7 FT.
 BJ4748'W OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED SAMUEL NO 1
 BJ4748'1929 AND PROJECTING 4 IN.
 BJ4748'
 BJ4748'REFERENCE MARK 2 IS 160.50 FT. SW OF THE STATION, IN A FENCE LINE,
 BJ4748'12 FT. E OF THE CENTER OF A GRAVELED ROAD, 34 FT. S OF A LARGE
 BJ4748'OAK TREE, AND 4 FT. S OF A SMALLER OAK TREE.  IT IS A STANDARD
 BJ4748'DISK, STAMPED SAMUEL NO 2 1929 AND PROJECTING 2 IN.
 BJ4748'
 BJ4748'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 BJ4748'51 AND 61 AND THE ILLINOIS CENTRAL RAILROAD IN SCOTLANDVILLE,
 BJ4748'GO N ON U.S. HIGHWAY 61 FOR 4.1 MI. TO A SIDE ROAD LEFT JUST AFTER
 BJ4748'PASSING THE ACME BRICK CO. ON THE LEFT, TURN LEFT AND GO NW FOR
 BJ4748'2.3 MI. TO A SIDE ROAD LEFT, TURN LEFT CROSSING THE RAILROAD
 BJ4748'TRACKS AND GO 0.6 MI. TO THE MARK ON THE LEFT.
 BJ4748
 BJ4748                          STATION RECOVERY (1955)
 BJ4748
 BJ4748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 BJ4748'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BJ4748'DESCRIPTION IS ADEQUATE.
 BJ4748
 BJ4748                          STATION RECOVERY (1956)
 BJ4748
 BJ4748'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ4748'RECOVERED BY JACK AMMANN ENGINEERS
 BJ4748'
 BJ4748'STATION IS EVIDENTLY UNDERGROUND.  PRESENT DESCRIPTION ADEQUATE.
 BJ4748
 BJ4748                          STATION RECOVERY (1965)
 BJ4748
 BJ4748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BJ4748'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4748
 BJ4748                          STATION RECOVERY (1970)
 BJ4748
 BJ4748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BJ4748'STATION MARK AND REFERENCE MARK NO. 4 WERE RECOVERED IN GOOD
 BJ4748'CONDITION.  A NEW DESCRIPTION IS AS FOLLOWS--
 BJ4748'
 BJ4748'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61
 BJ4748'AND THE ILLINOIS CENTRAL RAILROAD, IN SCOTLANDVILLE, PROCEED
 BJ4748'N ON HIGHWAY 61 6.4 MILES TO A SIDE ROAD LEFT AND A GRANT CHEMICAL
 BJ4748'CO. SIGN.  TURN LEFT AND PROCEED 0.6 MILE TO STATION ON THE LEFT.
 BJ4748'
 BJ4748'THE STATION IS LOCATED ON LAND OWNED BY MRS. EDGARD SAMUELS AT
 BJ4748'THE E EDGE OF A PASTURE IN FRONT OF THE HOUSE.  106 FT. S OF
 BJ4748'THE CENTER OF A PAVED ROAD.  36 FT. W OF THE CENTER OF THE
 BJ4748'ROAD LEADING TO THE HOUSE.  66 FT. SW OF THE SW END OF A
 BJ4748'CATTLE GUARD AND 12 FT. W OF A FENCE LINE.  IT IS A STANDARD
 BJ4748'DISK STAMPED SAMUEL 1929 SET FLUSH IN AN IRREGULAR MASS OF
 BJ4748'CONCRETE.
 BJ4748'
 BJ4748'REFERENCE MARK NO. 4 STAMPED SAMUEL NO. 4 1929 1970 WAS FOUND IN
 BJ4748'THE FENCE LINE BOARDERING THE PAVED ROAD.  NO PREVIOUS DESCRIPTION
 BJ4748'AVAILABLE.
 BJ4748
 BJ4748                          STATION RECOVERY (1970)
 BJ4748
 BJ4748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4748'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BJ4748'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED, THEREFORE NO CHECK COULD
 BJ4748'BE MADE.  NO AZIMUTH MARK WAS ESTABLISHED IN 1929.  NEW REFERENCE
 BJ4748'MARKS, NUMBER 3 AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT
 BJ4748'THIS TIME.
 BJ4748'
 BJ4748'A POWERLINE IS TOO CLOSE TO THE STATION MARK TO ERRECT A TOWER,
 BJ4748'THEREFORE THE TOWER WAS ERRECTED OVER REFERENCE MARK 3 AND DISTANT
 BJ4748'ANGLES OBSERVED.  A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK
 BJ4748'3.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BJ4748'
 BJ4748'THE STATION IS ABOUT 5.5 MILES SOUTHWEST OF ZACHARY, 4.5 MILES
 BJ4748'NORTHWEST OF BAKER, 1.0 MILE WEST OF U.S. HIGHWAY 61 AND ON LAND
 BJ4748'OWNED BY MR. E. SAMUEL, P.O. BOX 137, ZACHARY, LOUISIANA.  TELEPHONE
 BJ4748'NUMBER 645-2959.
 BJ4748'
 BJ4748'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND 964
 BJ4748'ABOUT 1.0 MILE WEST OF ZACHARY, GO WEST ON STATE HIGHWAY 64 FOR 3.25
 BJ4748'MILES TO U.S. HIGHWAY 61.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY
 BJ4748'61 FOR 2.55 MILES TO A CROSSROAD (IRENE ROAD).  TURN RIGHT AND GO
 BJ4748'WEST ON IRENE ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT.
 BJ4748'CONTINUE SOUTHERLY ON IRENE ROAD FOR 0.2 MILE TO THE AZIMUTH
 BJ4748'MARK ON THE LEFT.
 BJ4748'
 BJ4748'STATION MARKS ARE STANDARD DISKS STAMPED SAMUEL 1929.  THE SURFACE
 BJ4748'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ4748'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 100 FEET
 BJ4748'SOUTHEAST OF THE CENTER OF IRENE ROAD, 36 FEET SOUTHWEST OF A
 BJ4748'GRAVELED DRIVEWAY AND 12.5 FEET SOUTHWEST OF A FENCE.  THE
 BJ4748'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4748'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4748'
 BJ4748'REFERENCE MARK 3, A STANDARD DISK STAMPED SAMUEL 1929 NO 3 1970.  THE
 BJ4748'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4748'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 118 FEET
 BJ4748'SOUTHEAST OF THE CENTER OF IRENE ROAD, 85.6 FEET SOUTH OF A
 BJ4748'POWERLINE POLE, 76 FEET EAST-SOUTHEAST OF THE CENTER OF A CATTLE
 BJ4748'GUARD AND 23 FEET NORTHEAST OF THE CENTER OF THE GRAVELED
 BJ4748'DRIVEWAY.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BJ4748'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4748'
 BJ4748'REFERENCE MARK 4, A STANDARD DISK STAMPED SAMUEL 1929 NO 4 1970, IS
 BJ4748'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4748'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 BJ4748'NORTH-NORTHEAST OF THE CENTER OF THE CATTLE GUARD, 43 FEET WEST OF
 BJ4748'THE POWERLINE POLE, 33 FEET EAST OF THE CENTER OF IRENE ROAD AND 0.8
 BJ4748'FEET NORTH-NORTHWEST OF A FENCE.
 BJ4748'
 BJ4748'THE AZIMUTH MARK, A STANDARD DISK STAMPED SAMUEL 1929 1970, IS SET IN
 BJ4748'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ4748'INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET SOUTH-SOUTHEAST OF
 BJ4748'THE CENTER OF IRENE ROAD, 18 FEET WEST OF THE CENTER OF A METAL GATE
 BJ4748'AND 0.8 FEET NORTH-NORTHWEST OF A FENCE.
 BJ4748'
 BJ4748'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 BJ4748'
 BJ4748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES NORTHWEST
 BJ4748'OF BAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2608 ***********************************************************************
 BX2608  DESIGNATION -  SAMUEL
 BX2608  PID         -  BX2608
 BX2608  STATE/COUNTY-  LA/RAPIDES
 BX2608  USGS QUAD   -  CHENEYVILLE (1992)
 BX2608
 BX2608                         *CURRENT SURVEY CONTROL
 BX2608  ___________________________________________________________________
 BX2608* NAD 83(1992)-  31 03 00.73311(N)    092 19 56.94682(W)     ADJUSTED  
 BX2608* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BX2608  ___________________________________________________________________
 BX2608  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BX2608  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BX2608
 BX2608  HORZ ORDER  -  FIRST
 BX2608
 BX2608.The horizontal coordinates were established by classical geodetic methods
 BX2608.and adjusted by the National Geodetic Survey in January 1993..
 BX2608
 BX2608.The orthometric height was scaled from a topographic map.
 BX2608
 BX2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2608
 BX2608.The geoid height was determined by GEOID03.
 BX2608
 BX2608;                    North         East     Units Scale Factor Converg.
 BX2608;SPC LA N     -    61,018.073 1,015,990.436   MT  1.00002845   +0 05 18.8
 BX2608;SPC LA N     -   200,190.13  3,333,295.29   sFT  1.00002845   +0 05 18.8
 BX2608;UTM  15      - 3,435,357.152   563,692.276   MT  0.99965004   +0 20 39.5
 BX2608
 BX2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2608!SPC LA N     -   1.00000094  x   1.00002845  =   1.00002939
 BX2608!UTM  15      -   1.00000094  x   0.99965004  =   0.99965098
 BX2608
 BX2608:                Primary Azimuth Mark                     Grid Az
 BX2608:SPC LA N     -  SAMUEL AZ MK                             054 23 49.0
 BX2608:UTM  15      -  SAMUEL AZ MK                             054 08 28.3
 BX2608
 BX2608|---------------------------------------------------------------------|
 BX2608| PID    Reference Object                     Distance      Geod. Az  |
 BX2608|                                                           dddmmss.s |
 BX2608| CY4670 SAMUEL AZ MK                                       0542907.8 |
 BX2608| CY4671 SAMUEL RM 1                          44.068 METERS 10558     |
 BX2608| BX2606 CHENEYVILLE MUN TANK                APPROX. 5.7 KM 1381927.5 |
 BX2608| BX2607 CHENEYVILLE MICROWAVE KLM 90        APPROX. 3.9 KM 1472131.8 |
 BX2608| BK2680 MERIDIAN LOT                        APPROX.13.0 KM 2092919.9 |
 BX2608| CY4672 SAMUEL RM 2                          43.812 METERS 26207     |
 BX2608| BX2611 LECOMPTE MUNICIPAL TANK             APPROX. 7.6 KM 3022548.5 |
 BX2608|---------------------------------------------------------------------|
 BX2608
 BX2608                          SUPERSEDED SURVEY CONTROL
 BX2608
 BX2608  NAD 83(1986)-  31 03 00.75297(N)    092 19 56.94086(W) AD(       ) 1
 BX2608  NAD 27      -  31 03 00.07033(N)    092 19 56.46683(W) AD(       ) 1
 BX2608
 BX2608.Superseded values are not recommended for survey control.
 BX2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2608.See file dsdata.txt to determine how the superseded data were derived.
 BX2608
 BX2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6369235357(NAD 83)
 BX2608_MARKER: DS = TRIANGULATION STATION DISK
 BX2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2608
 BX2608  HISTORY     - Date     Condition        Report By
 BX2608  HISTORY     - 1969     MONUMENTED       CGS
 BX2608  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2608
 BX2608                          STATION DESCRIPTION
 BX2608
 BX2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2608'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 4 MILES EAST OF
 BX2608'LECOMPTE, 1 MILE NORTHEAST OF U.S. HIGHWAY 71 AND 2 MILES EAST
 BX2608'OF THE JUNCTION OF U.S. HIGHWAYS 71 AND 167, ON THE NORTH EDGE OF
 BX2608'BAYOU BOEUF AND ON PROPERTY OWNED BY MR. JOHN POLLARD.
 BX2608'
 BX2608'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71
 BX2608'AND 167 ABOUT 3.25 MILES SOUTH-SOUTHEAST OF LECOMPTE, GO
 BX2608'SOUTHEAST ON U.S. HIGHWAY 71 FOR 0.7 MILE TO STATE HIGHWAY 456
 BX2608'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A SIDE
 BX2608'ROAD LEFT, ABOUT 50 FEET BEFORE CROSSING BRIDGE OVER THE BAYOU
 BX2608'BOEUF.  TURN LEFT AND GO NORTHEAST ON A PAVED ROAD FOR 1.25 MILE
 BX2608'TO THE STATION ON THE LEFT.
 BX2608'
 BX2608'THE STATION MARK IS A STANDARD DISK STAMPED SAMUEL 1969, SET IN
 BX2608'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 18
 BX2608'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 151 FEET
 BX2608'EAST-SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 116 FEET SOUTH
 BX2608'OF A 48-INCH PECAN TREE, 63 FEET NORTH OF THE CENTER OF THE
 BX2608'PAVED ROAD, 29 FEET NORTH-NORTHEAST OF A 36-INCH TREE AND 2.1
 BX2608'FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 BX2608'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BX2608'SURFACE OF THE GROUND.
 BX2608'
 BX2608'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SAMUEL NO 1 1969,
 BX2608'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2608'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 25 FEET
 BX2608'NORTH OF THE CENTER OF THE PAVED ROAD, 25 FEET WEST OF A FIELD
 BX2608'APPROACH AND 7 FEET WEST OF THE POWER POLE WITH TRANSFORMER.
 BX2608'
 BX2608'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SAMUEL NO 2
 BX2608'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2608'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BX2608'128.5 FEET WEST OF THE 36-INCH TREE, 37 FEET NORTH OF THE CENTER
 BX2608'OF THE PAVED ROAD AND 8 FEET EAST OF A 30-INCH TREE.
 BX2608'
 BX2608'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SAMUEL 1969, SET
 BX2608'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2608'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 135
 BX2608'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 16 FEET
 BX2608'EAST OF THE EAST EDGE OF A FIELD, 2 FEET WEST OF A FENCE AND 1.5
 BX2608'FEET SOUTH OF A METAL WITNESS POST.
 BX2608'
 BX2608'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON THE
 BX2608'PAVED ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT
 BX2608'AND NORTHERLY FOR 0.05 MILE TO THE SOUTH EDGE OF A FIELD,
 BX2608'CONTINUE NORTHERLY ALONG EAST EDGE OF FIELD FOR ABOUT 100 FEET
 BX2608'TO THE AZIMUTH MARK ON THE RIGHT.
 BX2608'
 BX2608'HEIGHT OF LIGHT ABOVE STATION MARK 126 FT.
 BX2608
 BX2608                          STATION RECOVERY (1999)
 BX2608
 BX2608'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4772 ***********************************************************************
 BJ4772  DESIGNATION -  SAMUEL RM 3
 BJ4772  PID         -  BJ4772
 BJ4772  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4772  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4772
 BJ4772                         *CURRENT SURVEY CONTROL
 BJ4772  ___________________________________________________________________
 BJ4772* NAD 83(1992)-  30 36 43.98171(N)    091 14 20.74771(W)     ADJUSTED  
 BJ4772* NAVD 88     -        29.3    (meters)      96.     (feet)  VERTCON   
 BJ4772  ___________________________________________________________________
 BJ4772  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BJ4772  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ4772
 BJ4772  HORZ ORDER  -  FIRST
 BJ4772
 BJ4772.The horizontal coordinates were established by classical geodetic methods
 BJ4772.and adjusted by the National Geodetic Survey in January 1993..
 BJ4772
 BJ4772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4772
 BJ4772.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4772
 BJ4772.The geoid height was determined by GEOID03.
 BJ4772
 BJ4772;                    North         East     Units Scale Factor Converg.
 BJ4772;SPC LA S     -   234,135.307 1,009,036.065   MT  0.99998251   +0 02 49.6
 BJ4772;SPC LA S     -   768,158.92  3,310,479.16   sFT  0.99998251   +0 02 49.6
 BJ4772;UTM  15      - 3,387,948.255   668,795.810   MT  0.99995149   +0 53 48.9
 BJ4772
 BJ4772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4772!SPC LA S     -   0.99999968  x   0.99998251  =   0.99998219
 BJ4772!UTM  15      -   0.99999968  x   0.99995149  =   0.99995117
 BJ4772
 BJ4772:                Primary Azimuth Mark                     Grid Az
 BJ4772:SPC LA S     -  SAMUEL AZ MK                             222 59 11.2
 BJ4772:UTM  15      -  SAMUEL AZ MK                             222 08 11.9
 BJ4772
 BJ4772|---------------------------------------------------------------------|
 BJ4772| PID    Reference Object                     Distance      Geod. Az  |
 BJ4772|                                                           dddmmss.s |
 BJ4772| CW2291 SAMUEL AZ MK                                       2230200.8 |
 BJ4772| BJ4748 SAMUEL                               18.265 METERS 24448     |
 BJ4772| CW2294 SAMUEL RM 4                          30.763 METERS 33348     |
 BJ4772|---------------------------------------------------------------------|
 BJ4772
 BJ4772                          SUPERSEDED SURVEY CONTROL
 BJ4772
 BJ4772  NAD 83(1986)-  30 36 44.00013(N)    091 14 20.74461(W) AD(       ) 1
 BJ4772  NAD 27      -  30 36 43.32799(N)    091 14 20.35004(W) AD(       ) 1
 BJ4772  NGVD 29 (07/19/86)   29.3    (m)           96.     (f) VERT ANG       
 BJ4772
 BJ4772.Superseded values are not recommended for survey control.
 BJ4772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4772.See file dsdata.txt to determine how the superseded data were derived.
 BJ4772
 BJ4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6879687948(NAD 83)
 BJ4772_MARKER: DR = REFERENCE MARK DISK
 BJ4772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4772
 BJ4772  HISTORY     - Date     Condition        Report By
 BJ4772  HISTORY     - 1970     MONUMENTED       NGS
 BJ4772  HISTORY     - 1976     GOOD             NGS
 BJ4772
 BJ4772                          STATION DESCRIPTION
 BJ4772
 BJ4772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4772'THE STATION IS ABOUT 5.5 MILES SOUTHWEST OF ZACHARY, 4.5 MILES
 BJ4772'NORTHWEST OF BAKER, 1.0 MILE WEST OF U.S. HIGHWAY 61 AND ON LAND
 BJ4772'OWNED BY MR. E. SAMUEL, P.O. BOX 137, ZACHARY, LOUISIANA.  TELEPHONE
 BJ4772'NUMBER 645-2959.
 BJ4772'
 BJ4772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 964
 BJ4772'ABOUT 1.0 MILE WEST OF ZACHARY, GO WEST ON STATE HIGHWAY 64 FOR 3.25
 BJ4772'MILES TO U.S. HIGHWAY 61.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY
 BJ4772'61 FOR 2.55 MILES TO A CROSSROAD (IRENE ROAD).  TURN RIGHT AND GO
 BJ4772'WEST ON IRENE ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT.
 BJ4772'CONTINUE SOUTHERLY ON IRENE ROAD FOR 0.2 MILE TO THE AZIMUTH
 BJ4772'MARK ON THE LEFT.
 BJ4772'
 BJ4772'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED SAMUEL 1929
 BJ4772'NO 3 1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 BJ4772'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 BJ4772'SURFACE.  IT IS 118 FEET SOUTHEAST OF THE CENTER OF IRENE ROAD, 85.6
 BJ4772'FEET SOUTH OF A POWERLINE POLE, 76 FEET EAST-SOUTHEAST OF THE CENTER
 BJ4772'OF A CATTLE GUARD AND 23 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 BJ4772'DRIVEWAY.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 BJ4772'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4772'
 BJ4772'SAMUEL 1929 ARE STANDARD DISKS STAMPED SAMUEL 1929.  THE SURFACE DISK
 BJ4772'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ4772'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 100 FEET
 BJ4772'SOUTHEAST OF THE CENTER OF IRENE ROAD, 36 FEET SOUTHWEST OF THE
 BJ4772'GRAVELED DRIVEWAY AND 12.5 FEET SOUTHWEST OF A FENCE.  THE
 BJ4772'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4772'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4772'
 BJ4772'REFERENCE MARK 4, A STANDARD DISK STAMPED SAMUEL 1929 NO 4 1970, IS
 BJ4772'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4772'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 BJ4772'NORTH-NORTHEAST OF THE CENTER OF THE CATTLE GUARD, 43 FEET WEST OF
 BJ4772'THE POWERLINE POLE, 33 FEET EAST OF THE CENTER OF IRENE ROAD AND 0.8
 BJ4772'FEET NORTH-NORTHWEST OF A FENCE.
 BJ4772'
 BJ4772'THE AZIMUTH MARK, A STANDARD DISK STAMPED SAMUEL 1929 1970, IS SET IN
 BJ4772'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ4772'INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET SOUTH-SOUTHEAST OF
 BJ4772'THE CENTER OF IRENE ROAD, 18 FEET WEST OF THE CENTER OF A METAL GATE
 BJ4772'AND 0.8 FEET NORTH-NORTHWEST OF A FENCE.
 BJ4772'
 BJ4772'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ4772
 BJ4772                          STATION RECOVERY (1976)
 BJ4772
 BJ4772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 BJ4772'THE STATION WAS VISITED 3-16-76 AND THE REFERENCE MARK, SAMUEL 1929
 BJ4772'AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE 1970
 BJ4772'DESCRIPTION IS ADEQUATE TO FIND THE STATION.
 BJ4772'
 BJ4772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 BJ4772'NORTHWEST OF BAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1176 ***********************************************************************
 AT1176  DESIGNATION -  SAN BOIS
 AT1176  PID         -  AT1176
 AT1176  STATE/COUNTY-  LA/PLAQUEMINES
 AT1176  USGS QUAD   -  BAY BATISTE (1993)
 AT1176
 AT1176                         *CURRENT SURVEY CONTROL
 AT1176  ___________________________________________________________________
 AT1176* NAD 83(1992)-  29 27 21.71088(N)    089 47 14.27424(W)     ADJUSTED  
 AT1176* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1176  **This station is located in a subsidence area (see below).
 AT1176  ___________________________________________________________________
 AT1176  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AT1176  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AT1176
 AT1176  HORZ ORDER  -  SECOND
 AT1176
 AT1176.The horizontal coordinates were established by classical geodetic methods
 AT1176.and adjusted by the National Geodetic Survey in January 1993..
 AT1176
 AT1176 ** The orthometric height has not been validated since last determined
 AT1176 ** by differential leveling and should not be used for control purposes.
 AT1176 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1176 ** area with valid NAVD 88 orthometric heights.
 AT1176 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1176 ** epoch indicated which incorporates improved geoid heights for the
 AT1176 ** Southern Louisiana Subsidence area.
 AT1176 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1176.The orthometric height was scaled from a topographic map.
 AT1176
 AT1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1176
 AT1176.The geoid height was determined by GEOID03.
 AT1176
 AT1176;                    North         East     Units Scale Factor Converg.
 AT1176;SPC LA S     -   106,983.865 1,149,969.026   MT  0.99997064   +0 46 22.9
 AT1176;SPC LA S     -   350,996.23  3,772,856.71   sFT  0.99997064   +0 46 22.9
 AT1176;UTM  16      - 3,261,746.870   229,662.057   MT  1.00050187   -1 22 17.4
 AT1176
 AT1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1176!SPC LA S     -   1.00000384  x   0.99997064  =   0.99997448
 AT1176!UTM  16      -   1.00000384  x   1.00050187  =   1.00050571
 AT1176
 AT1176|---------------------------------------------------------------------|
 AT1176| PID    Reference Object                     Distance      Geod. Az  |
 AT1176|                                                           dddmmss.s |
 AT1176| DD8041 SAN BOIS RM 2                        21.634 METERS 11847     |
 AT1176| AT1185 GAY                                 APPROX. 5.0 KM 2114241.6 |
 AT1176| AT1240 FLEUR                               APPROX. 9.9 KM 2743034.0 |
 AT1176| DD8040 SAN BOIS RM 1                        21.396 METERS 30201     |
 AT1176|---------------------------------------------------------------------|
 AT1176
 AT1176                          SUPERSEDED SURVEY CONTROL
 AT1176
 AT1176  NAD 83(1986)-  29 27 21.72185(N)    089 47 14.28086(W) AD(       ) 2
 AT1176  NAD 27      -  29 27 20.93600(N)    089 47 14.04400(W) AD(       ) 2
 AT1176
 AT1176.Superseded values are not recommended for survey control.
 AT1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1176.See file dsdata.txt to determine how the superseded data were derived.
 AT1176
 AT1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2966261747(NAD 83)
 AT1176_MARKER: DS = TRIANGULATION STATION DISK
 AT1176_SETTING: 0 = UNSPECIFIED SETTING
 AT1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1176
 AT1176  HISTORY     - Date     Condition        Report By
 AT1176  HISTORY     - 1934     MONUMENTED       CGS
 AT1176  HISTORY     - 1959     POOR             CGS
 AT1176  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1176
 AT1176                          STATION DESCRIPTION
 AT1176
 AT1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1176'ON THE N SIDE
 AT1176'OF BAYOU DULAC AT
 AT1176'THE POINT WHERE BAYOU DULAC AND SAN BOIS BAY
 AT1176'JOIN AND 35 PACES FROM THE N BANK OF
 AT1176'THE BAYOU.  THE STATION IS
 AT1176'MARKED WITH STANDARD BRONZE DISKS SET IN CONCRETE IN
 AT1176'THE CENTER OF
 AT1176'THE TOP OF TILE.  REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET
 AT1176'IN CONCRETE IN THE
 AT1176'TOP OF A TILE WHICH IS FASTENED BY MEANS OF
 AT1176'CONCRETE TO THE UPPER END OF A LONG
 AT1176'WOODEN PILE DRIVEN INTO THE
 AT1176'MARSH, 21 PACES N FROM BANK OF BAYOU AND 21.40 METERS
 AT1176'(70.2 FEET).
 AT1176'113 DEG MAGNETIC FROM THE STATION.  REFERENCE MARK NO. 2 IS A
 AT1176'STANDARD BRONZE DISK
 AT1176'SET IN CONCRETE IN THE TOP OF A TILE WHICH IS FASTENED
 AT1176'BY MEANS OF CONCRETE TO THE
 AT1176'UPPER END OF A LONG WOODEN PILE DRIVEN
 AT1176'INTO THE MARSH, 47 PACES N OF THE BANK OF THE
 AT1176'BAYOU AND 21.67 METERS (71.1 FEET) 296 DEG MAGNETIC
 AT1176'FROM THE STATION.
 AT1176
 AT1176                          STATION RECOVERY (1959)
 AT1176
 AT1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AT1176'STATION IS NOW AT EDGE OF WATER APPROXIMATELY 6 INCHES UNDER.  MAY
 AT1176'HAVE BEEN DISTURBED.
 AT1176'BOTH REFERENCE MARKS HAVE BEEN COVERED (OR DESTROYED)
 AT1176'BY FILL FROM PIPE LINE CANAL
 AT1176'RECENTLY DUG APPROXIMATELY
 AT1176'25 FEET EAST OF STATION.
 AT1176
 AT1176                          STATION RECOVERY (1965)
 AT1176
 AT1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1176'THE STATION WAS REPORTED UNDER WATER IN 1959 AND THE REFERENCE
 AT1176'MARKS WERE
 AT1176'REPORTED AS PROBABLY LOST AT THAT TIME AND NO TRACE OF
 AT1176'THE STATION OR REFERENCE
 AT1176'MARKS WAS FOUND AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0769 ***********************************************************************
 AV0769  DESIGNATION -  SAND
 AV0769  PID         -  AV0769
 AV0769  STATE/COUNTY-  LA/CAMERON
 AV0769  USGS QUAD   -  LAKE MISERE (1980)
 AV0769
 AV0769                         *CURRENT SURVEY CONTROL
 AV0769  ___________________________________________________________________
 AV0769* NAD 83(1992)-  29 55 41.11478(N)    092 59 44.53132(W)     ADJUSTED  
 AV0769* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0769  **This station is located in a subsidence area (see below).
 AV0769  ___________________________________________________________________
 AV0769  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0769  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AV0769
 AV0769  HORZ ORDER  -  THIRD
 AV0769
 AV0769.The horizontal coordinates were established by classical geodetic methods
 AV0769.and adjusted by the National Geodetic Survey in January 1993..
 AV0769
 AV0769 ** The orthometric height has not been validated since last determined
 AV0769 ** by differential leveling and should not be used for control purposes.
 AV0769 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0769 ** area with valid NAVD 88 orthometric heights.
 AV0769 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0769 ** epoch indicated which incorporates improved geoid heights for the
 AV0769 ** Southern Louisiana Subsidence area.
 AV0769 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0769.The orthometric height was scaled from a topographic map.
 AV0769
 AV0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0769
 AV0769.The geoid height was determined by GEOID03.
 AV0769
 AV0769;                    North         East     Units Scale Factor Converg.
 AV0769;SPC LA S     -   159,459.549   839,506.022   MT  0.99992655   -0 49 52.3
 AV0769;SPC LA S     -   523,160.20  2,754,279.34   sFT  0.99992655   -0 49 52.3
 AV0769;UTM  15      - 3,310,816.909   500,414.720   MT  0.99960000   +0 00 07.7
 AV0769
 AV0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0769!SPC LA S     -   1.00000390  x   0.99992655  =   0.99993045
 AV0769!UTM  15      -   1.00000390  x   0.99960000  =   0.99960390
 AV0769
 AV0769|---------------------------------------------------------------------|
 AV0769| PID    Reference Object                     Distance      Geod. Az  |
 AV0769|                                                           dddmmss.s |
 AV0769| CV9370 SAND RM 1                            19.432 METERS 01226     |
 AV0769| BK3102 COASTAL CLUB                        APPROX. 8.9 KM 3382225.5 |
 AV0769|---------------------------------------------------------------------|
 AV0769
 AV0769                          SUPERSEDED SURVEY CONTROL
 AV0769
 AV0769  NAD 83(1986)-  29 55 41.13936(N)    092 59 44.51695(W) AD(       ) 3
 AV0769  NAD 27      -  29 55 40.37800(N)    092 59 43.94400(W) AD(       ) 3
 AV0769
 AV0769.Superseded values are not recommended for survey control.
 AV0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0769.See file dsdata.txt to determine how the superseded data were derived.
 AV0769
 AV0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0041510817(NAD 83)
 AV0769_MARKER: DS = TRIANGULATION STATION DISK
 AV0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0769
 AV0769  HISTORY     - Date     Condition        Report By
 AV0769  HISTORY     - 1934     MONUMENTED       CGS
 AV0769  HISTORY     - 1947     GOOD             CGS
 AV0769  HISTORY     - 19870501 MARK NOT FOUND   USGS
 AV0769
 AV0769                          STATION DESCRIPTION
 AV0769
 AV0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AV0769'STATION IS ON THE INTRACOASTAL CANAL, ABOUT 1-1/4 MILES
 AV0769'(STATUTE) W OF THE JUNCTION OF THE INTRACOASTAL CANAL AND
 AV0769'THE BELL CITY DRAINAGE CANAL.  IT IS ON THE SPOIL BANK, 30
 AV0769'METERS N OF THE N BANK OF THE INTRACOASTAL CANAL.  20 METERS
 AV0769'E OF THE E END OF A GAP IN THE SPOIL BANK WHICH IS ABOUT
 AV0769'150 METERS LONG.  THREE SPOIL MOUNDS ARE ON THE S SIDE OF
 AV0769'THE CANAL AND SLIGHTLY W OF THE STATION.
 AV0769'
 AV0769'STATION AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 AV0769'SET IN CONCRETE.
 AV0769'
 AV0769'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 AV0769
 AV0769                          STATION RECOVERY (1947)
 AV0769
 AV0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0769'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH ONE
 AV0769'EXCEPTION--STATION MARK IS NOW 22 METERS FROM N BANK (MHW).
 AV0769'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AV0769'SEARCHED FOR BUT NOT RECOVERED.
 AV0769
 AV0769                          STATION RECOVERY (1987)
 AV0769
 AV0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JFS)
 AV0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3442 ***********************************************************************
 AU3442  DESIGNATION -  SAND
 AU3442  PID         -  AU3442
 AU3442  STATE/COUNTY-  LA/IBERIA
 AU3442  USGS QUAD   -  LAKE POINT (1981)
 AU3442
 AU3442                         *CURRENT SURVEY CONTROL
 AU3442  ___________________________________________________________________
 AU3442* NAD 83(1992)-  29 34 56.52520(N)    091 44 00.71905(W)     ADJUSTED  
 AU3442* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 AU3442  ___________________________________________________________________
 AU3442  X           -    -167,931.794 (meters)                     COMP
 AU3442  Y           -  -5,548,695.350 (meters)                     COMP
 AU3442  Z           -   3,130,185.794 (meters)                     COMP
 AU3442  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3442  ELLIP HEIGHT-         -24.54  (meters)          (01/21/93) GPS OBS
 AU3442  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU3442
 AU3442  HORZ ORDER  -  SECOND
 AU3442  ELLP ORDER  -  FOURTH    CLASS II
 AU3442
 AU3442.The horizontal coordinates were established by GPS observations
 AU3442.and adjusted by the National Geodetic Survey in January 1993..
 AU3442
 AU3442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3442
 AU3442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3442
 AU3442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3442
 AU3442.The ellipsoidal height was determined by GPS observations
 AU3442.and is referenced to NAD 83.
 AU3442
 AU3442.The geoid height was determined by GEOID03.
 AU3442
 AU3442;                    North         East     Units Scale Factor Converg.
 AU3442;SPC LA S     -   120,043.097   961,227.491   MT  0.99995224   -0 12 00.4
 AU3442;SPC LA S     -   393,841.39  3,153,627.19   sFT  0.99995224   -0 12 00.4
 AU3442;UTM  15      - 3,273,179.141   622,661.167   MT  0.99978564   +0 37 31.1
 AU3442
 AU3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3442!SPC LA S     -   1.00000385  x   0.99995224  =   0.99995609
 AU3442!UTM  15      -   1.00000385  x   0.99978564  =   0.99978949
 AU3442
 AU3442                          SUPERSEDED SURVEY CONTROL
 AU3442
 AU3442  NAD 83(1986)-  29 34 56.54491(N)    091 44 00.71249(W) AD(       ) 2
 AU3442  NGVD 29 (03/26/92)    1.2    (m)            4.     (f) GPS OBS        
 AU3442
 AU3442.Superseded values are not recommended for survey control.
 AU3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3442.See file dsdata.txt to determine how the superseded data were derived.
 AU3442
 AU3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2266173179(NAD 83)
 AU3442_MARKER: A = ALUMINUM MARKER
 AU3442_SETTING: 0 = UNSPECIFIED SETTING
 AU3442_STAMPING: SAND 1991
 AU3442_MARK LOGO: NOS   
 AU3442_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AU3442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AU3442+STABILITY: POSITION/ELEVATION WELL
 AU3442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3442+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AU3442
 AU3442  HISTORY     - Date     Condition        Report By
 AU3442  HISTORY     - 1991     MONUMENTED       NOS
 AU3442
 AU3442                          STATION DESCRIPTION
 AU3442
 AU3442'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AU3442'THE STATION IS LOCATED ON MARSH ISLAND, NORTHEAST OF LAKE SAND AND
 AU3442'WEST OF LAKE POINT.
 AU3442'TO REACH THE STATION FROM THE CYPREMORT POINT PUBLIC BOAT LANDING,
 AU3442'HEAD SOUTHWEST FOR APPROX 4.0 KM (2.49 MI) PASSING CYPREMORT POINT .
 AU3442'ONCE ARROUND CYPREMORT POINT HEAD SOUTHEAST FOR APPROX 17.6 KM
 AU3442'(10.94 MI) TO THE STATION ON THE FIRST POINT WEST OF LAKE POINT AND
 AU3442'NORTHEAST OF LAKE SAND.
 AU3442'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---SAND 1991---
 AU3442'ATTACHED TO A 42 INCH SET INTO A 6INCH DIAMETER, 4 FOOT LONG WHITE
 AU3442'PVC PIPE DRIVEN INTO THE GROUND. THE PIPE IS FILLED AND SURROUNDED BY
 AU3442'CONCRETE. IT IS 43.3 M (142.06 FT) WEST OF THE EAST BANK AND 15.5 M
 AU3442'(50.85 FT) EAST OF THE WEST BANK. THE STATION PROJECTS 12 INCHES.
 AU3442'DESCRIBED BY GJL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2883 ***********************************************************************
 CQ2883  DESIGNATION -  SAND HILL
 CQ2883  PID         -  CQ2883
 CQ2883  STATE/COUNTY-  LA/BIENVILLE
 CQ2883  USGS QUAD   -  MOUNT OLIVE (1986)
 CQ2883
 CQ2883                         *CURRENT SURVEY CONTROL
 CQ2883  ___________________________________________________________________
 CQ2883* NAD 83(1992)-  32 20 58.43740(N)    092 49 20.04354(W)     ADJUSTED  
 CQ2883* NAVD 88     -        96.6    (meters)     317.     (feet)  VERTCON   
 CQ2883  ___________________________________________________________________
 CQ2883  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 CQ2883  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CQ2883
 CQ2883  HORZ ORDER  -  FIRST
 CQ2883
 CQ2883.The horizontal coordinates were established by classical geodetic methods
 CQ2883.and adjusted by the National Geodetic Survey in January 1993..
 CQ2883
 CQ2883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2883
 CQ2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2883
 CQ2883.The geoid height was determined by GEOID03.
 CQ2883
 CQ2883;                    North         East     Units Scale Factor Converg.
 CQ2883;SPC LA N     -   205,117.986   969,668.928   MT  0.99994305   -0 10 13.3
 CQ2883;SPC LA N     -   672,957.93  3,181,322.14   sFT  0.99994305   -0 10 13.3
 CQ2883;UTM  15      - 3,579,197.396   516,726.914   MT  0.99960345   +0 05 42.4
 CQ2883
 CQ2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2883!SPC LA N     -   0.99998885  x   0.99994305  =   0.99993190
 CQ2883!UTM  15      -   0.99998885  x   0.99960345  =   0.99959231
 CQ2883
 CQ2883:                Primary Azimuth Mark                     Grid Az
 CQ2883:SPC LA N     -  HONEY LADH RM 1 1971                     005 56 46.0
 CQ2883:UTM  15      -  HONEY LADH RM 1 1971                     005 40 50.3
 CQ2883
 CQ2883|---------------------------------------------------------------------|
 CQ2883| PID    Reference Object                     Distance      Geod. Az  |
 CQ2883|                                                           dddmmss.s |
 CQ2883| CQ2881 HONEY LADH RM 1 1971                APPROX. 3.6 KM 0054632.7 |
 CQ2883| CY4677 SAND HILL RM 1                       26.838 METERS 08958     |
 CQ2883| CQ2832 PUNKIN CENTER MUN TANK              APPROX.11.7 KM 1054540.8 |
 CQ2883| CQ2831 HODGE SO PAPER AND BAG STACK        APPROX.12.1 KM 1322331.5 |
 CQ2883| CQ2834 JONESBORO CABLE TV MAST             APPROX.14.8 KM 1360524.0 |
 CQ2883| CQ2862 JONESBORO MUN WATER TANK            APPROX.16.6 KM 1400901.0 |
 CQ2883| CQ2863 JONESBORO RAD STA KTOC MAST         APPROX.16.6 KM 1461714.3 |
 CQ2883| CY4679 SAND HILL RM 3                       20.577 METERS 17955     |
 CQ2883| CY4676 SAND HILL AZ MK                                    1971656.9 |
 CQ2883| CQ2887 GENTRY                              APPROX. 9.7 KM 3133849.0 |
 CQ2883| CY4678 SAND HILL RM 2                       27.238 METERS 33756     |
 CQ2883|---------------------------------------------------------------------|
 CQ2883
 CQ2883                          SUPERSEDED SURVEY CONTROL
 CQ2883
 CQ2883  NAD 83(1986)-  32 20 58.45050(N)    092 49 20.03459(W) AD(       ) 1
 CQ2883  NAD 27      -  32 20 57.89490(N)    092 49 19.47763(W) AD(       ) 1
 CQ2883  NGVD 29 (07/19/86)   96.7    (m)          317.     (f) VERT ANG       
 CQ2883
 CQ2883.Superseded values are not recommended for survey control.
 CQ2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2883.See file dsdata.txt to determine how the superseded data were derived.
 CQ2883
 CQ2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1672779197(NAD 83)
 CQ2883_MARKER: DS = TRIANGULATION STATION DISK
 CQ2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2883
 CQ2883  HISTORY     - Date     Condition        Report By
 CQ2883  HISTORY     - 1971     MONUMENTED       NGS
 CQ2883  HISTORY     - 1972     GOOD             NGS
 CQ2883
 CQ2883                          STATION DESCRIPTION
 CQ2883
 CQ2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2883'THE STATION IS ABOUT 12-1/2 MILES SOUTH-SOUTHWEST OF SIMSBORO,
 CQ2883'8-1/2 MILES EAST OF BIENVILLE, 6-1/2 MILES NORTHWEST OF HODGE,
 CQ2883'5-1/2 MILES WEST OF QUITMAN AND 4 MILES EAST-NORTHEAST OF THE
 CQ2883'SETTLEMENT OF LIBERTY HILL.  IT IS ON A LOW PROMINENT RIDGE THAT
 CQ2883'IS IN THE NORTHWEST QUARTER OF SECTION 30, T. 16 N, R. 4 W,
 CQ2883'ACROSSED A SURFACED ROAD FROM THE SAND HILL, BAPTIST CHURCH
 CQ2883'ORGANIZED IN 1878.  IT IS ON PROPERTY OWNED BY MR. HENRY LOWE,
 CQ2883'ROUTE 2, BOX 90, QUITMAN, LOUISIANA 71268.
 CQ2883'
 CQ2883'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 167 AND STATE HIGHWAY
 CQ2883'155 IN QUITMAN, GO SOUTHWEST AND WEST ON STATE HIGHWAY 155
 CQ2883'FOR 5.25 MILES TO THE JUNCTION WITH STATE HIGHWAY 147, IN
 CQ2883'MT. OLIVE.  CONTINUE WESTERLY ON STATE HIGHWAY 155 FOR 1.3 MILES
 CQ2883'TO A SURFACED SIDE ROAD ON THE RIGHT AND SIGN SAND HILL BC.  TURN
 CQ2883'RIGHT AND GO NORTHERLY FOLLOWING SURFACED ROAD FOR 1.4 MILES TO THE
 CQ2883'AZIMUTH MARK ON THE LEFT, WEST SIDE OF ROAD, AS DESCRIBED.
 CQ2883'CONTINUE NORTHERLY ON SURFACED ROAD TO THE TOP OF HILL AND THE
 CQ2883'STATION ON THE RIGHT, EAST SIDE OF ROAD, AS DESCRIBED.
 CQ2883'
 CQ2883'STATION MARKS ARE STANDARD DISKS STAMPED SAND HILL 1971.  THE
 CQ2883'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2883'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100.4 FEET
 CQ2883'SOUTHEAST OF THE CENTER OF STEPS TO CHURCH, 69 FEET NORTH OF A 10
 CQ2883'INCH PINE TREE, 59 FEET EAST OF THE APPROXIMATE CENTER OF
 CQ2883'SURFACED ROAD 25.5 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 CQ2883'SAND ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CQ2883'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CQ2883'SURFACE.
 CQ2883'
 CQ2883'REFERENCE MARK 1, A STANDARD DISK STAMPED SAND HILL NO 1 1971, IS
 CQ2883'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2883'PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT IS 18 FEET SOUTH OF
 CQ2883'THE APPROXIMATE CENTER OF SAND ROAD, 9 FEET NORTH OF A 6 INCH PINE
 CQ2883'TREE AND 2.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 CQ2883'ATTACHED.
 CQ2883'
 CQ2883'REFERENCE MARK 2, A STANDARD DISK STAMPED SAND HILL NO 2 1971, IS
 CQ2883'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2883'PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT IS 92 FEET NORTHEAST
 CQ2883'OF THE CENTER OF STEPS TO CHURCH, 35 FEET EAST OF THE APPROXIMATE
 CQ2883'CENTER OF SURFACED ROAD, 14 FEET NORTH OF A 4 INCH PINE TREE AND
 CQ2883'1.9 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CQ2883'
 CQ2883'THE AZIMUTH MARK, A STANDARD DISK STAMPED SAND HILL 1971, IS SET IN
 CQ2883'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2883'WITH THE GROUND SURFACE.  IT IS 23 FEET WEST OF THE APPROXIMATE
 CQ2883'CENTER OF SURFACED ROAD, 13 FEET EAST OF A 16 INCH PINE TREE, 9.5
 CQ2883'FEET NORTH OF A 20 INCH PINE TREE AND 2 FEET SOUTHEAST OF METAL
 CQ2883'WITNESS POST WITH SIGN ATTACHED.
 CQ2883'
 CQ2883'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 CQ2883
 CQ2883                          STATION RECOVERY (1972)
 CQ2883
 CQ2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CQ2883'ALL MEASUREMENT ARE HORIZONTAL MEASUREMENT WITH 5 KILOGRAM
 CQ2883'TENSION.
 CQ2883'
 CQ2883'THE STATION WAS VISITED 11-2-72 AND THE STATION MARK, REFERENCE
 CQ2883'MARK NO. 1 AND 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 CQ2883'CONDITION.  REFERENCE MARK NO. 2 WAS REQUESTED MOVED AT THIS DATE
 CQ2883'DUE THE BUILDING OF A NEW SAND HILL BAPTIST CHURCH AT THE SITE.
 CQ2883'THE MONUMENT WAS REMOVED THE DISK STAMPED R.M. NO. 3 AND USED AS
 CQ2883'REFERENCE MARK NO. 3.  A NEW DESCRIPTION FOLLOWS--
 CQ2883'
 CQ2883'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF QUITMAN, 6.5 MILES
 CQ2883'NORTHWEST OF HODGE AND ABOUT 2 MILES WEST-NORTHWEST OF THE VILLAGE
 CQ2883'OF MT OLIVE, IN THE NORTHWEST 1/4 OF SECTION 30, T 16 N., R 4
 CQ2883'W., EAST AND ACROSS THE ROAD FROM THE OLD CHURCH, ON PROPERTY
 CQ2883'OWNED BY MR. HENRY LOWE.  IT IS IN THE SOUTHEAST ANGLE OF A ROAD
 CQ2883'INTERSECTION, 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CQ2883'THE OLD SAND HILL BAPTIST CHURCH, 18 FEET SOUTH OF THE PROJECTED
 CQ2883'PLANE OF THE SOUTH WALL OF THE OLD CHURCH, 69 FEET NORTH OF A
 CQ2883'12-INCH PINE TREE, 59 FEET EAST OF THE CENTER OF THE BLACK TOP
 CQ2883'ROAD, 25 FEET SOUTH OF THE CENTER OF THE SAND ROAD LEADING
 CQ2883'EAST, 137 FEET SOUTHEAST OF A POWER POLE AND A YARD LIGHT,
 CQ2883'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 CQ2883'STATION DISK, STAMPED SAND HILL 1971, FLUSH WITH THE GROUND.
 CQ2883'
 CQ2883'REFERENCE MARK NO. 1 IS 88.05 FEET EAST OF THE STATION, 147 FEET
 CQ2883'EAST OF THE CENTER OF THE BLACK TOP ROAD, 18 FEET SOUTH OF THE
 CQ2883'CENTER OF THE SAND ROAD, 2 FEET WEST OF A METAL WITNESS POST, AND 9
 CQ2883'FEET NORTH OF A 6-INCH PINE TREE.  IT IS A REFERENCE MARK DISK,
 CQ2883'STAMPED SAND HILL NO 1 1971, PROJECTING 3 INCHES.
 CQ2883'
 CQ2883'REFERENCE MARK NO. 3 IS 67.51 FEET SOUTH OF THE STATION, 62
 CQ2883'FEET EAST OF THE CENTER OF THE BLACK TOP ROAD, 95 FEET SOUTH OF
 CQ2883'THE CENTER OF THE SAND ROAD, 6 FEET WEST OF A 16-INCH PINE
 CQ2883'TREE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A REFERENCE
 CQ2883'MARK DISK STAMPED SAND HILL NO 3 1971 1972, PROJECTING 2
 CQ2883'INCHES.
 CQ2883'
 CQ2883'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION, 23 FEET
 CQ2883'WEST OF THE CENTER OF THE ROAD, 13 FEET EAST OF A 16-INCH
 CQ2883'PINE TREE, 9.5 FEET NORTH OF A 20-INCH PINE TREE, 29.6 FEET
 CQ2883'NORTH OF THE WEST END OF AN 18-INCH METAL CULVERT, 50 FEET
 CQ2883'NORTH-NORTHEAST OF A 10-INCH GUM TREE, AND 1 FOOT SOUTHWEST
 CQ2883'OF A METAL WITNESS POST.  IT IS AA AZIMUTH MARK DISK STAMPED
 CQ2883'SAND HILL 1971, FLUSH WITH THE GROUND.
 CQ2883'
 CQ2883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 CQ2883'STATE HIGHWAY 155 IN QUITMAN, GO SOUTHWEST AND WEST FOR 5.25
 CQ2883'MILES TO THE CROSS ROADS IN MT. OLIVE (JUNCTION WITH STATE
 CQ2883'HIGHWAY 147), CONTINUE WEST ON STATE HIGHWAY 155 FOR 1.3 MILES
 CQ2883'TO A SIDE ROAD RIGHT AT THE BOTTOM OF A HILL, TURN RIGHT AND
 CQ2883'GO NORTH FOR 1.4 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 CQ2883'NORTH FOR 0.15 MILE TO THE SAND HILL BAPTIST CHURCH AND THE
 CQ2883'STATION ON THE RIGHT.
 CQ2883'
 CQ2883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2883'5.5 MILES WEST OF QUITMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1218 ***********************************************************************
 AU1218  DESIGNATION -  SANDAS
 AU1218  PID         -  AU1218
 AU1218  STATE/COUNTY-  LA/LAFOURCHE
 AU1218  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU1218
 AU1218                         *CURRENT SURVEY CONTROL
 AU1218  ___________________________________________________________________
 AU1218* NAD 83(1992)-  29 24 07.50239(N)    090 16 27.00804(W)     ADJUSTED  
 AU1218* NAVD 88     -         0.49   (+/-2cm)       1.6  **(feet)  VERTCON   
 AU1218  **This station is located in a subsidence area (see below).
 AU1218  ___________________________________________________________________
 AU1218  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU1218  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AU1218
 AU1218  HORZ ORDER  -  SECOND
 AU1218  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1218
 AU1218.The horizontal coordinates were established by classical geodetic methods
 AU1218.and adjusted by the National Geodetic Survey in January 1993..
 AU1218
 AU1218 ** The orthometric height has not been validated since last determined
 AU1218 ** by differential leveling and should not be used for control purposes.
 AU1218 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1218 ** area with valid NAVD 88 orthometric heights.
 AU1218 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1218 ** epoch indicated which incorporates improved geoid heights for the
 AU1218 ** Southern Louisiana Subsidence area.
 AU1218 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1218.The vertical order pertains to the NGVD 29 superseded value.
 AU1218
 AU1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1218
 AU1218.The geoid height was determined by GEOID03.
 AU1218
 AU1218;                    North         East     Units Scale Factor Converg.
 AU1218;SPC LA S     -   100,467.781 1,102,798.365   MT  0.99997996   +0 31 46.5
 AU1218;SPC LA S     -   329,618.04  3,618,097.64   sFT  0.99997996   +0 31 46.5
 AU1218;UTM  15      - 3,255,624.906   764,513.822   MT  1.00046343   +1 20 20.3
 AU1218
 AU1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1218!SPC LA S     -   1.00000379  x   0.99997996  =   0.99998375
 AU1218!UTM  15      -   1.00000379  x   1.00046343  =   1.00046722
 AU1218
 AU1218|---------------------------------------------------------------------|
 AU1218| PID    Reference Object                     Distance      Geod. Az  |
 AU1218|                                                           dddmmss.s |
 AU1218| AU1219 SANDAS RM 1                          31.906 METERS 05650     |
 AU1218| AU2030 SANDAS 2 RM 5                       149.611 METERS 08227     |
 AU1218| AU2031 SANDAS 2                            146.178 METERS 08725     |
 AU1218| AU3007 GOLDEN MEADOW ICE CO STK            APPROX. 2.3 KM 1462759.4 |
 AU1218| AU3006 GOLDEN MEADOW SCHOOL CHIM           APPROX. 1.7 KM 1492644.8 |
 AU1218| AU3005 GOLDEN MEADOW CATH CH SPIRE         APPROX. 0.7 KM 1623623.4 |
 AU1218| AU1222 SANDAS RM 4                          14.543 METERS 20755     |
 AU1218| AU1220 SANDAS RM 2                          25.275 METERS 31255     |
 AU1218| AU1221 SANDAS RM 3                          20.339 METERS 32655     |
 AU1218|---------------------------------------------------------------------|
 AU1218
 AU1218                          SUPERSEDED SURVEY CONTROL
 AU1218
 AU1218  NAD 83(1986)-  29 24 07.51868(N)    090 16 27.01996(W) AD(       ) 2
 AU1218  NAD 27      -  29 24 06.71600(N)    090 16 26.73200(W) AD(       ) 2
 AU1218  NGVD 29 (??/??/??)    0.512  (m)            1.68   (f) ADJUSTED    1 2
 AU1218
 AU1218.Superseded values are not recommended for survey control.
 AU1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1218.See file dsdata.txt to determine how the superseded data were derived.
 AU1218
 AU1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6451455625(NAD 83)
 AU1218_MARKER: DS = TRIANGULATION STATION DISK
 AU1218_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU1218_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU1218_STAMPING: SANDAS 1934
 AU1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1218
 AU1218  HISTORY     - Date     Condition        Report By
 AU1218  HISTORY     - 1934     MONUMENTED       CGS
 AU1218  HISTORY     - 1952     GOOD             CGS
 AU1218  HISTORY     - 1965     GOOD             CGS
 AU1218  HISTORY     - 1966     GOOD             CGS
 AU1218  HISTORY     - 1966     GOOD             CGS
 AU1218  HISTORY     - 1981     GOOD             NGS
 AU1218  HISTORY     - 1981     GOOD             NGS
 AU1218
 AU1218                          STATION DESCRIPTION
 AU1218
 AU1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU1218'STATION IS ON THE E SIDE OF STATE HIGHWAY 78, IN THE CITY
 AU1218'LIMITS OF GOLDEN MEADOW, ABOUT 0.2 MILE N OF THE CATHOLIC
 AU1218'CHURCH, IN THE BACKYARD OF THE HOUSE LOT OWNED BY EDWARD
 AU1218'SANDRAS, IN THE NW CORNER OF THE LOT, 73 METERS (240 FEET)
 AU1218'E OF THE HIGHWAY, 37.5 METERS (123 FEET) W OF THE HOUSE,
 AU1218'3 METERS (10 FEET) S OF A FENCE LINE AND 7 METERS (23 FEET)
 AU1218'E OF A FENCE LINE.
 AU1218'
 AU1218'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU1218'IN THE TOP OF A TILE.
 AU1218'
 AU1218'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU1218'IS IN A CULTIVATED FIELD AND 31.906
 AU1218'METERS (104.68 FEET) FROM THE STATION N 56 DEG 50 MIN E.
 AU1218'
 AU1218'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU1218'IS IN THE SAME FIELD AND 25.275
 AU1218'METERS (82.92 FEET) FROM THE STATION N 47 DEG 05 MIN E.
 AU1218
 AU1218                          STATION RECOVERY (1952)
 AU1218
 AU1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU1218'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AU1218'REFERENCE MARK 1 WAS RECOVERED WITH ONE SIDE OF THE CONCRETE
 AU1218'MONUMENT CHIPPED OFF.  THE DISTANCES TO THE REFERENCE MARKS
 AU1218'WERE CHECKED AND WERE FOUND TO BE CORRECT.  A NEW DESCRIPTION
 AU1218'FOLLOWS--
 AU1218'
 AU1218'STATION IS LOCATED IN GOLDEN MEADOW, ON STATE HIGHWAY 620,
 AU1218'0.4 MI. N OF OUR LADY OF PROMPT SUCCOR CHURCH, IN THE CHICKEN
 AU1218'YARD BEHIND THE HOUSE OF EDMUND SANDRAS, 7 FT. NE OF A 14-IN.
 AU1218'OAK TREE, 9 FT. S OF AN E-W FENCE, AND 22.5 FT. E OF A N-S
 AU1218'FENCE.  IT IS A STANDARD DISK, STAMPED SANDAS 1934 AND
 AU1218'SET IN THE TOP OF A CONCRETE-FILLED 10-IN. CONCRETE PIPE
 AU1218'FLUSH WITH THE GROUND.
 AU1218'
 AU1218'REFERENCE MARK 1 IS 104.3 FT. W OF THE CENTER OF THE SIDEWALK,
 AU1218'AND 47 FT. N OF A 24-IN. WILLOW TREE.  IT IS A STANDARD
 AU1218'DISK, STAMPED SANDAS 1934 NO 1 AND SET IN THE TOP OF AN
 AU1218'8- BY 8-IN. CONCRETE MONUMENT PROJECTING 3 IN. ABOVE THE
 AU1218'GROUND.
 AU1218'
 AU1218'REFERENCE MARK 2 IS 9 FT. S OF A SMALL DITCH, 144 FT. W-NW
 AU1218'OF A 24-IN. WILLOW TREE, AND 289 FT. W OF THE CENTERLINE
 AU1218'OF THE HIGHWAY.  IT IS A STANDARD DISK, STAMPED SANDAS 1934
 AU1218'NO 2 AND SET IN THE TOP OF AN 8- BY 8-IN. SQUARE CONCRETE
 AU1218'MONUMENT PROJECTING 3 IN. ABOVE THE GROUND.
 AU1218
 AU1218                          STATION RECOVERY (1965)
 AU1218
 AU1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1218'THE STATION MARK, STAMPED SANDAS 1934, IS ABOUT 1.0 MILE
 AU1218'NORTH ALONG STATE HIGHWAY 1 FROM THE GOLDEN MEADOW HIGH SCHOOL
 AU1218'AT GOLDEN MEADOW, 0.75 MILE NORTH OF THE POST OFFICE AT GOLDEN
 AU1218'MEADOW, 100 YARDS SOUTHWEST OF THE DONALD OWENS DEPARTMENT
 AU1218'STORE, 231 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 AU1218'1, 123 FEET WEST OF THE NORTHWEST CORNER OF SANDOS HOUSE
 AU1218'NUMBERED 1413, 77 FEET SOUTH OF THE CENTER LINE OF PALMETTO
 AU1218'STREET, 66 FEET SOUTH-SOUTHEAST OF A POWER POLE, 20.7 FEET
 AU1218'EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 10 FEET SOUTH
 AU1218'OF A PROPERTY LINE FENCE, AND SET IN THE TOP OF A CONCRETE
 AU1218'POST WHICH IS 2 INCHES BELOW THE GROUND.
 AU1218'
 AU1218'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU1218'
 AU1218'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU1218
 AU1218                          STATION RECOVERY (1966)
 AU1218
 AU1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU1218'THE STATION WAS VISITED 11-29-66 AND THE STATION MARK WAS
 AU1218'FOUND IN GOOD CONDITION.  R.M. NO. 1 AND NO. 2 WERE DESTROYED
 AU1218'WHEN HOUSES WERE BUILT IN THE VICINITY.  R.M. NO. 3 AND
 AU1218'NO. 4 WERE ESTABLISHED AT THIS DATE.  THE STATION IS ABOUT
 AU1218'2 INCHES BELOW THE GROUND AND IS RATHER HARD TO FIND.  A
 AU1218'NEW DESCRIPTION FOLLOWS.
 AU1218'
 AU1218'THE STATION IS LOCATED IN GOLDEN MEADOWS ABOUT 1 MILE N OF
 AU1218'THE GOLDEN MEADOWS HIGH SCHOOL, 0.75 MILE N OF THE POST OFFICE
 AU1218'ON THE WEST BANK OF BAYOU LA FOURCHE, ON PROPERTY OWNED BY
 AU1218'MRS. EDMUND SANDAS, IN THE SW ANGLE OF STATE HIGHWAY 1 AND
 AU1218'PALMETTO STREET.  THE STATION IS 231 FT. W OF THE CENTERLINE
 AU1218'OF STATE HIGHWAY 1 (N. BAYOU DR.), 77 FT. S OF THE CENTERLINE
 AU1218'OF PALMETTO STREET, 23 FT. E OF A N-S FENCE LINE, 10 FT.
 AU1218'S OF AN E-W FENCE LINE, 24 FT. ESE OF A T FENCE CORNER,
 AU1218'123 FT. W OF THE NW CORNER OF THE SANDAS HOUSE, 29 FT. E OF
 AU1218'THE SE CORNER OF AND 1 FOOT SOUTH OF THE PROJECTED PLANE OF
 AU1218'THE SOUTH WALL OF THE WILLIAMS HOUSE.  IT IS A STANDARD
 AU1218'DISK STAMPED SANDAS 1934, 2 INCHES BELOW THE LEVEL OF
 AU1218'THE GROUND.
 AU1218'
 AU1218'REFERENCE MARK NO. 3 IS 66.73 FT. NW OF STATION, 27 FT. N OF
 AU1218'NE CORNER OF MR. WILLIAMS HOUSE AND ON THE PROJECTED PLANE
 AU1218'OF THE E WALL OF THE HOUSE, 11 FT. WSW OF A POWER POLE, 15
 AU1218'FT. S OF THE CENTERLINE OF PALMETTO ST., 1.8 FT. S OF A FENCE
 AU1218'AND GATE, 12 FT. W OF A N-S FENCE LINE.  IT IS A STANDARD
 AU1218'DISK, STAMPED SANDAS 1934 NO. 3 1966 SET IN A DRILL HOLE
 AU1218'IN THE CONCRETE DRIVEWAY LEADING TO MR. WILLIAMS HOUSE.
 AU1218'
 AU1218'REFERENCE MARK NO. 4 IS 47.71 FT. SSW OF STATION AT THE
 AU1218'SW CORNER OF MRS. SANDAS PROPERTY, 0.5 FT. E OF A N-S FENCE
 AU1218'LINE, 5 FT. N OF A T FENCE CORNER, 40 FT. SSE OF THE SE
 AU1218'CORNER OF THE WILLIAMS HOUSE, 114 FT. S OF PALMETTO ST.,
 AU1218'1 FOOT S OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 AU1218'STAMPED SANDAS 1934 NO. 4 1966, PROJECTING 4 INCHES.
 AU1218'
 AU1218'TO REACH THE STATION FROM THE POST OFFICE IN GOLDEN MEADOWS,
 AU1218'GO NORTH ON STATE HIGHWAY 1 FOR 0.75 MILE TO PALMETTO STREET,
 AU1218'TURN LEFT AND GO WEST FOR ABOUT 235 FT. TO THE WILLIAMS
 AU1218'HOUSE AND R.M. NO. 3 ON THE LEFT.
 AU1218'
 AU1218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GOLDEN
 AU1218'MEADOWS
 AU1218
 AU1218                          STATION RECOVERY (1966)
 AU1218
 AU1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AU1218'IN GOLDEN MEADOWS.
 AU1218'THE STATION IS LOCATED IN GOLDEN MEADOWS ABOUT 1.0 MILE NORTH OF THE
 AU1218'GOLDEN MEADOWS HIGH SCHOOL, 0.75 MILE NORTH OF THE POST OFFICE IN
 AU1218'GOLDEN MEADOWS, ON THE WEST BANK OF BAYOU LAFOURCHE, ON PROPERTY OWNED
 AU1218'BY MRS. EDMUND SANDAS, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 AU1218'STATE HIGHWAY 1 AND PALMETTO STREET.  THE STATION IS 231 FEET WEST OF
 AU1218'THE CENTERLINE OF STATE HIGHWAY 1 (N. BAYOU DR.), 77 FEET SOUTH OF THE
 AU1218'CENTERLINE OF PALMETTO STREET, 23 FEET EAST OF A NORTH-SOUTH FENCE
 AU1218'LINE 10 FEET SOUTH OF AN EAST-WEST FENCE LINE, 24 FEET EAST OF A T
 AU1218'FENCE CORNER, 123 FEET WEST OF THE NORTHWEST CORNER OF THE SANDAS
 AU1218'HOUSE, 29 FEET EAST OF THE SOUTHEAST CORNER AND 1 FOOT SOUTH OF THE
 AU1218'PROJECTED PLANE OF THE SOUTH WALL OF THE WILLIAMS HOUSE. IT IS A
 AU1218'STANDARD DISK, STAMPED SANDAS, SET IN THE TOP OF A CONCRETE FILLED
 AU1218'TERRA COTTA PIPE, 2 INCHES BELOW THE SURFACE OF THE GROUND.
 AU1218
 AU1218                          STATION RECOVERY (1981)
 AU1218
 AU1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AU1218'THIS STATION WAS RECOVERED AS DESCRIBED IN 1966 WITH THE EXCEPTION
 AU1218'THE MARK IS 18 INCHES BELOW THE GROUND SURFACE. THE AREA AT THE
 AU1218'STATION MARK HAS BEEN RAISED AND PLANS ARE A BUILDING WILL BE PLACED
 AU1218'ON TOP OF THE STATION MARK. TRIANGULATION STATION SANDAS 2 WAS ESTABLI
 AU1218'THIS DATE ON THE EAST SIDE OF THE BAYOU.
 AU1218
 AU1218                          STATION RECOVERY (1981)
 AU1218
 AU1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU1218'THE MARK IS NOW 18-INCHES BELOW THE GROUND SURFACE. THE AREA AT THE
 AU1218'MARK HAS BEEN RAISED AND PLANS ARE A BUILDING WILL BE PLACED ON TOP
 AU1218'OF THE MARK. TRIANGULATION STATION SANDAS 2 WAS ESTABLISHED 479.6
 AU1218'FEET EAST AND ON THE EAST SIDE OF THE BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2031 ***********************************************************************
 AU2031  DESIGNATION -  SANDAS 2
 AU2031  PID         -  AU2031
 AU2031  STATE/COUNTY-  LA/LAFOURCHE
 AU2031  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU2031
 AU2031                         *CURRENT SURVEY CONTROL
 AU2031  ___________________________________________________________________
 AU2031* NAD 83(1992)-  29 24 07.71691(N)    090 16 21.59172(W)     ADJUSTED  
 AU2031* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2031  **This station is located in a subsidence area (see below).
 AU2031  ___________________________________________________________________
 AU2031  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU2031  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AU2031  DYNAMIC HT  -           0.4   (meters)       1.    (feet)  COMP
 AU2031  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AU2031
 AU2031  HORZ ORDER  -  THIRD
 AU2031  VERT ORDER  -  THIRD (See Below)
 AU2031
 AU2031.The horizontal coordinates were established by GPS observations
 AU2031.and adjusted by the National Geodetic Survey in January 1993..
 AU2031
 AU2031 ** The orthometric height has not been validated since last determined
 AU2031 ** by differential leveling and should not be used for control purposes.
 AU2031 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2031 ** area with valid NAVD 88 orthometric heights.
 AU2031 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2031 ** epoch indicated which incorporates improved geoid heights for the
 AU2031 ** Southern Louisiana Subsidence area.
 AU2031 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2031.The orthometric height was scaled from a topographic map.
 AU2031.The vertical order pertains to the first NAVD 88 superseded value.
 AU2031
 AU2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2031
 AU2031.The geoid height was determined by GEOID03.
 AU2031
 AU2031.The dynamic height is computed by dividing the NAVD 88
 AU2031.geopotential number by the normal gravity value computed on the
 AU2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2031.degrees latitude (g = 980.6199 gals.).
 AU2031
 AU2031.The modeled gravity was interpolated from observed gravity values.
 AU2031
 AU2031;                    North         East     Units Scale Factor Converg.
 AU2031;SPC LA S     -   100,475.736 1,102,944.323   MT  0.99997995   +0 31 49.3
 AU2031;SPC LA S     -   329,644.14  3,618,576.50   sFT  0.99997995   +0 31 49.3
 AU2031;UTM  15      - 3,255,634.928   764,659.724   MT  1.00046439   +1 20 23.0
 AU2031
 AU2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2031!SPC LA S     -   1.00000380  x   0.99997995  =   0.99998375
 AU2031!UTM  15      -   1.00000380  x   1.00046439  =   1.00046819
 AU2031
 AU2031|---------------------------------------------------------------------|
 AU2031| PID    Reference Object                     Distance      Geod. Az  |
 AU2031|                                                           dddmmss.s |
 AU2031| AU2030 SANDAS 2 RM 5                        13.248 METERS 00956     |
 AU2031| AU1213 X 220                                66.937 METERS 16252     |
 AU2031| AU1218 SANDAS                              146.178 METERS 26725     |
 AU2031| AU1890 SANDAS 2 AZ MK                      APPROX. 0.8 KM 3493810.7 |
 AU2031|---------------------------------------------------------------------|
 AU2031
 AU2031                          SUPERSEDED SURVEY CONTROL
 AU2031
 AU2031  NAD 83(1986)-  29 24 07.73225(N)    090 16 21.60174(W) AD(       ) 3
 AU2031  NAVD 88 (06/15/91)    0.511  (m)            1.68   (f) UNKNOWN     1 2
 AU2031  NGVD 29 (??/??/??)    0.481  (m)            1.58   (f) ADJUSTED    1 2
 AU2031
 AU2031.Superseded values are not recommended for survey control.
 AU2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2031.See file dsdata.txt to determine how the superseded data were derived.
 AU2031
 AU2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6466055635(NAD 83)
 AU2031_MARKER: DH = HORIZONTAL CONTROL DISK
 AU2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2031_SP_SET: CONCRETE POST
 AU2031_STAMPING: SANDAS 2 1981
 AU2031_MARK LOGO: NGS   
 AU2031_PROJECTION: FLUSH
 AU2031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2031+STABILITY: SURFACE MOTION
 AU2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2031+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AU2031
 AU2031  HISTORY     - Date     Condition        Report By
 AU2031  HISTORY     - 1981     MONUMENTED       NGS
 AU2031  HISTORY     - 1981     GOOD             NGS
 AU2031  HISTORY     - 19900124 GOOD             NGS
 AU2031  HISTORY     - 19910304 GOOD
 AU2031  HISTORY     - 19930224 GOOD             NGS
 AU2031  HISTORY     - 20060421 GOOD             NGS
 AU2031
 AU2031                          STATION DESCRIPTION
 AU2031
 AU2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AU2031'THE STATION IS LOCATED IN GOLDEN MEADOW, ABOUT 1.6 KM (1.0 MI) NORTH
 AU2031'OF THE GOLDEN MEADOW HIGH SCHOOL, 1.2 KM (0.75 MI) NORTH OF THE POST
 AU2031'OFFICE, ON THE EAST BANK OF BAYOU LAFOURCHE AND ON PROPERTY OWNERSHIP
 AU2031'THE LOUISIANA LAND AND EXPORATION COMPANY, HOUMA, LA 70360.
 AU2031'
 AU2031'TO REACH THE STATION FROM THE POST OFFICE IN GOLDEN MEADOW, GO
 AU2031'SOUTH ON STATE HIGHWAY 1 ALONG THE WEST SIDE OF BAYOU LAFOURCHE
 AU2031'FOR .4 KM (0.25 MI) TO DRAW BRIDGE OVER THE BAYOU ON THE LEFT,
 AU2031'TURN LEFT, CROSS THE BRIDGE, THENCE TURN LEFT AND GO NORTH ON
 AU2031'STATE HIGHWAY 308 FOR 1.6 KM (1.0 MI) TO PIPELINE
 AU2031'VALVES ON THE RIGHT AND THE STATION ON THE RIGHT.
 AU2031'
 AU2031'THE STATION IS A STANDARD NGS DISK STAMPED---SANDAS 2 1981---SET
 AU2031'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)IN
 AU2031'DIAMETER RECESSED 4 INCHES(10 CM) ABOVE THE GROUND.  LOCATED
 AU2031'35.1 FT(10.7 M) E OF THE CENTER OF HWY 308, 15.5 FT(4.7 M)ENE OF
 AU2031'A CORNER FENCE POST, 44 FT(13.4 M) WSW OF A PIPELINE CLEAN OUT VALVE
 AU2031'78.5 FT(23.9 M)NNW OF A POWER POLE WITH TRANSFORMER, 10 FT(3.05 M) W
 AU2031'OF A METAL WITNESS POST.
 AU2031'
 AU2031'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED---SANDAS 2 1981---
 AU2031'SET IN AN IRREGULAR MASS OF CONCRETE 3.6 FT(1.1 M)BELOW THE SURFACE.
 AU2031'
 AU2031'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED---SANDAS 2 NO 5
 AU2031'1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES(30 CM)
 AU2031'IN DIAMETER FLUSH WITH GROUND. LOCATED 44 FT(13.5 M)E OF THE CENTER
 AU2031'LINE OF HIGHWAY 308, 2.4 FT(0.73 M)SW OF A CORNER FENCE POST,43.4FT
 AU2031'(13.2 M) N OF THE METAL WITNESS POST, 46.6 FT (14.2 M) NW OF
 AU2031'THE PIPELINE CLEAN OUT VALUE.
 AU2031'
 AU2031'REFERENCE MARK NO 6 IS A STANDARD BENCH MARK DISK STAMPED---
 AU2031'X 220 1965--CRIMPED TO THE TOP OF A COPPER COATED ROD ENCASED IN AN
 AU2031'IRON PIPE PROJECTING 4 INCHES ABOVE THE GROUND SURFACE. LOCATED
 AU2031'90 FT(27.4 M)E OF THE CENTER LINE OF HWY 308, 32.4 FT(9.9 M)S
 AU2031'OF THE
 AU2031'CENTER OF A SHELL ROAD LEADING EAST, 6.6 FT( 2.0 M)SW OF A WITNESS
 AU2031'SIGN ON A 48 INCH LIVE OAK TREE.
 AU2031'
 AU2031'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED---SANDAS 2 1981---SET
 AU2031'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES(30 CM)IN
 AU2031'DIAMETER FLUSH WITH GROUND. LOCATED 23.7 FT(7.2 M)E OF THE
 AU2031'CENTERLINE OF HWY 308,10 FT(3.05 M)WSW OF A POWER SERVICE POLE,55.2 FT
 AU2031'(15.8 M)WSW OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 6.4 FT(1.95 M)
 AU2031'S OF A METAL CORNER POST FOR CHAIN LINK FENCE AND WITNESS SIGN.
 AU2031'
 AU2031'TO REACH THE AZ MK FROM THE STATION, GO NORTHERLY ON STATE HWY 308
 AU2031'FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 AU2031
 AU2031                          STATION RECOVERY (1981)
 AU2031
 AU2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU2031'1.8 KM (1.1 MI) NW FROM GOLDEN MEADOW.
 AU2031'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU2031'1.8 KILOMETERS (1.1 MILES) NORTHWEST ALONG STATE HIGHWAY 308 FROM THE
 AU2031'NORTHEAST END OF THE BRIDGE OVER LAFOURCHE BAYOU IN GOLDEN MEADOW, TO
 AU2031'A PETROLEUM PIPE LINE SHUT OFF STATION AND THE MARK ON THE RIGHT,
 AU2031'10.52 METERS (34.5 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 7.01
 AU2031'METERS (6.6 FEET) NORTH OF A BARBED WIRE FENCE, 13.26 METERS (43.5
 AU2031'FEET) SOUTH-SOUTHWEST BENCH MARK SANDAS 2 RM 5, 3.14 METERS (10.3
 AU2031'FEET) WEST OF THE NORTH WOODEN GATE POST OF THE PIPE LINE STATION.
 AU2031'THE MARK IS 3.05 METERS  W FROM A WITNESS POST.
 AU2031
 AU2031                          STATION RECOVERY (1990)
 AU2031
 AU2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU2031'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) NORTH OF GOLDEN MEADOW,
 AU2031'ON THE EAST SIDE OF STATE HIGHWAY 308 AND ON THE SOUTH SIDE OF AN
 AU2031'ENTRANCE TO A PETROLEUM PIPELINE WITH A LOCKED GATE.
 AU2031'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION, P.O. BOX 94245,
 AU2031'BATON ROUGE, LA 70804.  PHONE 504-379-1850.
 AU2031'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 308 AND THE
 AU2031'WEST END OF THE BRIDGE OVER BAYOU LAFOURCHE IN GOLDEN MEADOW, GO
 AU2031'NORTH ON STATE HIGHWAY 308 FOR 1.8 KM (1.1 MI) TO A PETROLEUM
 AU2031'PIPELINE SHUT-OFF STATION AND THE STATION ON THE RIGHT.
 AU2031'THE STATION IS 2-INCHES BELOW THE SHELL PULL-OFF FOR THE PIPELINE
 AU2031'LOCATED 13.26 M (43.50 FT) SOUTH-SOUTHWEST OF SANDAS 2 RM 5, 10.52 M
 AU2031'(34.51 FT) EAST OF THE CENTER OF HIGHWAY 308, 6.01 M (19.72 FT)
 AU2031'NORTHEAST OF THE METAL POST OF A HIGHWAY SIGN (45 M.P.H.), 2.05 M
 AU2031'(6.73 FT) NORTH OF A WIRE FENCE AND A FIBERGLASS WITNESS POST AND 0.3
 AU2031'M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 AU2031
 AU2031                          STATION RECOVERY (1991)
 AU2031
 AU2031'RECOVERED 1991
 AU2031'RECOVERED IN GOOD CONDITION.
 AU2031
 AU2031                          STATION RECOVERY (1993)
 AU2031
 AU2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2031'1.8 KM (1.10 MI) NORTHWESTERLY ALONG STATE HIGHWAY 308 FROM THE
 AU2031'JUNCTION OF STATE HIGHWAY 1 IN GOLDEN MEADOW, 13.3 M (43.6 FT)
 AU2031'SOUTH-SOUTHWEST OF REFERENCE MARK 5, 10.5 M (34.4 FT) EAST OF THE
 AU2031'CENTERLINE OF THE HIGHWAY, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF A
 AU2031'DRIVEWAY, 4.2 M (13.8 FT) WEST OF A FENCE, 2.1 M (6.9 FT) NORTH OF A
 AU2031'WITNESS POST AND FENCE, 2.1 M (6.9 FT) NORTH-NORTHEAST OF A FENCE
 AU2031'CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AU2031'WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 AU2031'BELOW THE GROUND SURFACE.
 AU2031
 AU2031                          STATION RECOVERY (2006)
 AU2031
 AU2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU2031'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1890 ***********************************************************************
 AU1890  DESIGNATION -  SANDAS 2 AZ MK
 AU1890  PID         -  AU1890
 AU1890  STATE/COUNTY-  LA/LAFOURCHE
 AU1890  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU1890
 AU1890                         *CURRENT SURVEY CONTROL
 AU1890  ___________________________________________________________________
 AU1890* NAD 83(1992)-  29 24 32.78923(N)    090 16 26.82843(W)     ADJUSTED  
 AU1890* NAVD 88     -         0.85   (+/-2cm)       2.8  **(feet)  VERTCON   
 AU1890  **This station is located in a subsidence area (see below).
 AU1890  ___________________________________________________________________
 AU1890  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU1890  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AU1890
 AU1890  HORZ ORDER  -  SECOND
 AU1890  VERT ORDER  -  THIRD (See Below)
 AU1890
 AU1890.The horizontal coordinates were established by classical geodetic methods
 AU1890.and adjusted by the National Geodetic Survey in February 2004..
 AU1890
 AU1890 ** The orthometric height has not been validated since last determined
 AU1890 ** by differential leveling and should not be used for control purposes.
 AU1890 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1890 ** area with valid NAVD 88 orthometric heights.
 AU1890 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1890 ** epoch indicated which incorporates improved geoid heights for the
 AU1890 ** Southern Louisiana Subsidence area.
 AU1890 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1890.The vertical order pertains to the NGVD 29 superseded value.
 AU1890
 AU1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1890
 AU1890.The geoid height was determined by GEOID03.
 AU1890
 AU1890;                    North         East     Units Scale Factor Converg.
 AU1890;SPC LA S     -   101,246.347 1,102,796.010   MT  0.99997870   +0 31 46.6
 AU1890;SPC LA S     -   332,172.39  3,618,089.91   sFT  0.99997870   +0 31 46.6
 AU1890;UTM  15      - 3,256,403.739   764,500.461   MT  1.00046334   +1 20 21.5
 AU1890
 AU1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1890!SPC LA S     -   1.00000373  x   0.99997870  =   0.99998243
 AU1890!UTM  15      -   1.00000373  x   1.00046334  =   1.00046708
 AU1890
 AU1890                          SUPERSEDED SURVEY CONTROL
 AU1890
 AU1890  NAD 83(1992)-  29 24 32.79120(N)    090 16 26.81607(W) AD(       ) 2
 AU1890  NAD 83(1986)-  29 24 32.80751(N)    090 16 26.81991(W) AD(       ) 2
 AU1890  NGVD 29 (??/??/??)    0.88   (m)            2.9    (f) RESET       3  
 AU1890
 AU1890.Superseded values are not recommended for survey control.
 AU1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1890.See file dsdata.txt to determine how the superseded data were derived.
 AU1890
 AU1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6450056404(NAD 83)
 AU1890_MARKER: DZ = AZIMUTH MARK DISK
 AU1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1890_STAMPING: SANDAS 2 1981
 AU1890_PROJECTION: FLUSH
 AU1890_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1890+STABILITY: SURFACE MOTION
 AU1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1890+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AU1890
 AU1890  HISTORY     - Date     Condition        Report By
 AU1890  HISTORY     - 1981     MONUMENTED       NGS
 AU1890  HISTORY     - 1981     GOOD             NGS
 AU1890  HISTORY     - 20030905 GOOD             FENSTE
 AU1890  HISTORY     - 20040213 GOOD             NGS
 AU1890  HISTORY     - 20060421 GOOD             NGS
 AU1890
 AU1890                          STATION DESCRIPTION
 AU1890
 AU1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AU1890'TO REACH THE STATION FROM THE POST OFFICE IN GOLDEN MEADOW,
 AU1890'GO SOUTH ON STATE HWY 1 ALONG THE WEST SIDE OF BAYOU LAFOURCHE
 AU1890'FOR 0.4 KM (0.25 MI) TO A DRAW BRIDGE OVER THE BAYOU ON THE LEFT,
 AU1890'TURN LEFT, CROSS THE BRIDGE, THENCE TURN LEFT AND GO NORTH ON
 AU1890'STATE HWY 308 FOR 2.4 KM (1.5 MI) TO THE MARK ON THE RIGHT, 15.8
 AU1890'M (55.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 AU1890'HOUSE, 7.2 METERS, (23.7 FT) EAST OF THE CENTER LINE OF STATE
 AU1890'HWY 308, 3.05 M (10.0 FT) WEST-SOUTHWEST OF A POWER SERVICE POLE
 AU1890'AND 1.95 M (6.4 FT) SOUTH OF A METAL CORNER POST FOR CHAIN LINK
 AU1890'FENCE AND WITNESS POST AND SIGN.
 AU1890
 AU1890                          STATION RECOVERY (1981)
 AU1890
 AU1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU1890'2.4 KM (1.5 MI) NORTH FROM GOLDEN MEADOW.
 AU1890'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 308 FROM THE GOLDEN MEADOW
 AU1890'HIGH SCHOOL IN GOLDEN MEADOW, 2.0 KM (1.24 MI) NORTH OF THE POST
 AU1890'OFFICE ON THE EAST BANK OF BAYOU LAFOURCHE, 15.8 METERS (55.2 FT)
 AU1890'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 7.2 METERS
 AU1890'(23.7 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 308, 3.05 METERS
 AU1890'(10.0 FT) WEST-SOUTHWEST OF A POWER SERVICE POLE, AND 1.95 METERS
 AU1890'(6.4 FT) SOUTH OF A METAL CORNER POST FOR CHAIN LINK FENCE AND
 AU1890'WITNESS POST AND SIGN.
 AU1890'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU1890
 AU1890                          STATION RECOVERY (2003)
 AU1890
 AU1890'RECOVERY NOTE BY C H FENSTERMAKER AND ASSOCIATE 2003 (GAB)
 AU1890'NUMEROUS CHECKS WITH OUR RTK BASE AT SANDAS 2 INDICATED A 1.5'
 AU1890'DIFFERENCE IN THE PUBLISHED HORIZONTAL POSITION. THIS OPUS SOLUTION
 AU1890'CONFIRMS THE DIFFERENCE.
 AU1890
 AU1890                          STATION RECOVERY (2004)
 AU1890
 AU1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (MLV)
 AU1890'THE POSITION OF THIS STATION WAS READJUSTED ON 2/13/2004 AND SHOULD
 AU1890'NOW CHECK CURRENT DETERMINATIONS MUCH BETTER. NO NEW OBSERVATIONS WERE
 AU1890'INVOLVED AND SO THE ACCURACY WAS NOT IMPROVED.
 AU1890
 AU1890                          STATION RECOVERY (2006)
 AU1890
 AU1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 AU1890'RECOVERED IN GOOD CONDITION. DELETE--10.0 FEET WEST-SOUTHWEST OF A
 AU1890'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2030 ***********************************************************************
 AU2030  DESIGNATION -  SANDAS 2 RM 5
 AU2030  PID         -  AU2030
 AU2030  STATE/COUNTY-  LA/LAFOURCHE
 AU2030  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU2030
 AU2030                         *CURRENT SURVEY CONTROL
 AU2030  ___________________________________________________________________
 AU2030* NAD 83(1992)-  29 24 08.14074(N)    090 16 21.50697(W)     ADJUSTED  
 AU2030* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2030  **This station is located in a subsidence area (see below).
 AU2030  ___________________________________________________________________
 AU2030  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU2030  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AU2030  DYNAMIC HT  -           0.4   (meters)       1.    (feet)  COMP
 AU2030  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AU2030
 AU2030  HORZ ORDER  -  THIRD
 AU2030  VERT ORDER  -  THIRD (See Below)
 AU2030
 AU2030.The horizontal coordinates were established by classical geodetic methods
 AU2030.and adjusted by the National Geodetic Survey in January 1993..
 AU2030
 AU2030 ** The orthometric height has not been validated since last determined
 AU2030 ** by differential leveling and should not be used for control purposes.
 AU2030 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2030 ** area with valid NAVD 88 orthometric heights.
 AU2030 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2030 ** epoch indicated which incorporates improved geoid heights for the
 AU2030 ** Southern Louisiana Subsidence area.
 AU2030 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2030.The orthometric height was scaled from a topographic map.
 AU2030.The vertical order pertains to the first NAVD 88 superseded value.
 AU2030
 AU2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2030
 AU2030.The geoid height was determined by GEOID03.
 AU2030
 AU2030.The dynamic height is computed by dividing the NAVD 88
 AU2030.geopotential number by the normal gravity value computed on the
 AU2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2030.degrees latitude (g = 980.6199 gals.).
 AU2030
 AU2030.The modeled gravity was interpolated from observed gravity values.
 AU2030
 AU2030;                    North         East     Units Scale Factor Converg.
 AU2030;SPC LA S     -   100,488.806 1,102,946.487   MT  0.99997993   +0 31 49.3
 AU2030;SPC LA S     -   329,687.02  3,618,583.60   sFT  0.99997993   +0 31 49.3
 AU2030;UTM  15      - 3,255,648.033   764,661.705   MT  1.00046440   +1 20 23.1
 AU2030
 AU2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2030!SPC LA S     -   1.00000380  x   0.99997993  =   0.99998373
 AU2030!UTM  15      -   1.00000380  x   1.00046440  =   1.00046820
 AU2030
 AU2030                          SUPERSEDED SURVEY CONTROL
 AU2030
 AU2030  NAD 83(1986)-  29 24 08.15608(N)    090 16 21.51693(W) AD(       ) 3
 AU2030  NAVD 88 (06/15/91)    0.504  (m)            1.65   (f) UNKNOWN     1 2
 AU2030  NGVD 29 (??/??/??)    0.474  (m)            1.56   (f) ADJUSTED    1 2
 AU2030
 AU2030.Superseded values are not recommended for survey control.
 AU2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2030.See file dsdata.txt to determine how the superseded data were derived.
 AU2030
 AU2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6466255648(NAD 83)
 AU2030_MARKER: DR = REFERENCE MARK DISK
 AU2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2030_SP_SET: CONCRETE POST
 AU2030_STAMPING: SANDAS 2 NO 5 1981
 AU2030_MARK LOGO: NGS   
 AU2030_PROJECTION: RECESSED 6 CENTIMETERS
 AU2030_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2030+STABILITY: SURFACE MOTION
 AU2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2030+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AU2030
 AU2030  HISTORY     - Date     Condition        Report By
 AU2030  HISTORY     - 1981     MONUMENTED       NGS
 AU2030  HISTORY     - 1981     GOOD             NGS
 AU2030  HISTORY     - 19930224 GOOD             NGS
 AU2030
 AU2030                          STATION DESCRIPTION
 AU2030
 AU2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AU2030'1.8 KM (1.1 MI) NW FROM GOLDEN MEADOW.
 AU2030'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU2030'1.8 KILOMETERS (1.1 MILES) NORTHWEST ALONG STATE HIGHWAY 308 FROM THE
 AU2030'NORTHEAST END OF THE BRIDGE OVER LAFOURCHE BAYOU IN GOLDEN MEADOW, TO
 AU2030'A PETROLEUM PIPE LINE SHUT OFF STATION AND THE MARK ON THE RIGHT,
 AU2030'13.41 METERS (44.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 AU2030'13.26 METERS (43.5 FEET) NORTH-NORTHEAST OF THE STATION MARK SANDAS 2,
 AU2030'14.2 METERS (46.6 FEET) NORTHWEST OF A PIPE LINE SHUT OFF VALVE, 0.54
 AU2030'METER (1.8 FEET) SOUTHWEST OF THE NORTHWEST CORNER POST OF A BARB WIRE
 AU2030'FENCE AROUND THE PIPE LINE STATION.
 AU2030
 AU2030                          STATION RECOVERY (1993)
 AU2030
 AU2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2030'1.8 KM (1.10 MI) NORTHWESTERLY ALONG STATE HIGHWAY 308 FROM THE
 AU2030'JUNCTION OF STATE HIGHWAY 1 IN GOLDEN MEADOW, 13.4 M (44.0 FT) EAST
 AU2030'OF THE CENTERLINE OF THE HIGHWAY, 13.3 M (43.6 FT) NORTH-NORTHEAST OF
 AU2030'TRIANGULATION STATION SANDAS 2, 5.0 M (16.4 FT) NORTH OF THE CENTER
 AU2030'OF A DRIVEWAY, 1.6 M (5.2 FT) WEST-SOUTHWEST OF A FENCE CORNER, 0.5 M
 AU2030'(1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AU2030'HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AU2030'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3329 ***********************************************************************
 BK3329  DESIGNATION -  SANDIFER
 BK3329  PID         -  BK3329
 BK3329  STATE/COUNTY-  LA/CALCASIEU
 BK3329  USGS QUAD   -  MOSS BLUFF (1994)
 BK3329
 BK3329                         *CURRENT SURVEY CONTROL
 BK3329  ___________________________________________________________________
 BK3329* NAD 83(1992)-  30 16 25.98378(N)    093 14 24.05349(W)     ADJUSTED  
 BK3329* NAVD 88     -         6.3  **(meters)      21.   **(feet)  GPS OBS   
 BK3329  **This station is located in a subsidence area (see below).
 BK3329  ___________________________________________________________________
 BK3329  X           -    -311,587.821 (meters)                     COMP
 BK3329  Y           -  -5,504,182.593 (meters)                     COMP
 BK3329  Z           -   3,196,620.436 (meters)                     COMP
 BK3329  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BK3329  ELLIP HEIGHT-         -21.12  (meters)          (02/20/02) GPS OBS
 BK3329  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3329
 BK3329  HORZ ORDER  -  FIRST
 BK3329  ELLP ORDER  -  FOURTH    CLASS I
 BK3329
 BK3329.The horizontal coordinates were established by GPS observations
 BK3329.and adjusted by the National Geodetic Survey in January 1995..
 BK3329
 BK3329 ** The orthometric height has not been validated since last determined
 BK3329 ** by differential leveling and should not be used for control purposes.
 BK3329 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3329 ** area with valid NAVD 88 orthometric heights.
 BK3329 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3329 ** epoch indicated which incorporates improved geoid heights for the
 BK3329 ** Southern Louisiana Subsidence area.
 BK3329 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3329.The orthometric height was determined by GPS observations and a
 BK3329.high-resolution geoid model.
 BK3329
 BK3329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3329
 BK3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3329
 BK3329.The ellipsoidal height was determined by GPS observations
 BK3329.and is referenced to NAD 83.
 BK3329
 BK3329.The geoid height was determined by GEOID03.
 BK3329
 BK3329;                    North         East     Units Scale Factor Converg.
 BK3329;SPC LA S     -   198,151.866   816,558.676   MT  0.99993705   -0 57 12.1
 BK3329;SPC LA S     -   650,103.25  2,678,992.92   sFT  0.99993705   -0 57 12.1
 BK3329;UTM  15      - 3,349,158.970   476,914.919   MT  0.99960657   -0 07 15.6
 BK3329
 BK3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3329!SPC LA S     -   1.00000332  x   0.99993705  =   0.99994037
 BK3329!UTM  15      -   1.00000332  x   0.99960657  =   0.99960989
 BK3329
 BK3329                          SUPERSEDED SURVEY CONTROL
 BK3329
 BK3329  ELLIP H (01/13/95)  -21.05   (m)                       GP(       ) 3 2
 BK3329  NAD 83(1992)-  30 16 25.98348(N)    093 14 24.05614(W) AD(       ) 1
 BK3329  ELLIP H (01/21/93)  -21.20   (m)                       GP(       ) 4 2
 BK3329  NAD 83(1986)-  30 16 26.00466(N)    093 14 24.04787(W) AD(       ) 1
 BK3329  NGVD 29 (05/20/88)    6.1    (m)           20.     (f) GPS OBS        
 BK3329
 BK3329.Superseded values are not recommended for survey control.
 BK3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3329.See file dsdata.txt to determine how the superseded data were derived.
 BK3329
 BK3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7691549159(NAD 83)
 BK3329_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3329_STAMPING: SANDIFER 1987
 BK3329_MARK LOGO: NGS   
 BK3329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3329+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 BK3329
 BK3329  HISTORY     - Date     Condition        Report By
 BK3329  HISTORY     - 1987     MONUMENTED       LADTD
 BK3329  HISTORY     - 19910108 GOOD             VFM
 BK3329  HISTORY     - 20060311 GOOD             USPSQD
 BK3329
 BK3329                          STATION DESCRIPTION
 BK3329
 BK3329'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3329'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 BK3329'NORTH-NORTHEAST OF WESTLAKE, AT A T-ROAD JUNCTION, ON PARISH
 BK3329'RIGHT-OF-WAY, ALONG A BRICK-PILLARD IRON PICKET FENCE.
 BK3329'OWNERSHIP--PARISH OFFICE OF PLANNING AND DEVELOPMENT.
 BK3329'
 BK3329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 378 AND
 BK3329'379 IN WESTLAKE (ABOUT 0.8 KM (0.5 MI) NORTH OF THE WEST END OF THE
 BK3329'CALCASIEU RIVER BRIDGE), GO EAST FOR 0.7 KM (0.45 MI) ON SULPHUR
 BK3329'AVENUE TO A CROSSROAD.
 BK3329'TURN LEFT AND GO NORTH FOR 2.9 KM (1.8 MI) ON MILLER AVENUE TO AN
 BK3329'OVERHEAD TRANSMISSION LINE.
 BK3329'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.57 KM (0.35 MI) ON
 BK3329'MILLER AVENUE TO THE AZIMUTH MARK ON THE RIGHT.
 BK3329'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.2 KM (0.1 MI) ON MILLER
 BK3329'AVENUE TO A FORK.
 BK3329'TURN RIGHT AND GO NORTHEAST FOR 0.28 KM (0.2 MI) ON SMITH FERRY
 BK3329'ROAD TO ASNDIFER ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 BK3329'
 BK3329'THE STATION IS A STANDARD NGS DISK
 BK3329'STAMPED---SANDIFER 1987---,
 BK3329'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3329'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3329'8.6 METERS (28 FT) NORTHWEST FROM THE CENTER OF THE ROAD,
 BK3329'8.1 METERS (26.5 FT) SOUTHWEST FROM A UTILITY POLE NO. 4 513,
 BK3329'1.4 METERS (4.5 FT) SOUTHEAST FROM THE FENCE,
 BK3329'1.5 METERS (5 FT) EAST-NORTHEAST FROM THE SEVENTH PILLAR SOUTHWEST
 BK3329'OF THE SIDEWALK TO THE BRICK HOUSE.
 BK3329'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3329'STAMPED---SANDIFER 1987---,
 BK3329'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3329'
 BK3329'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3329'STAMPED---SANDIFER 1987---,
 BK3329'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3329'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3329'8.6 METERS (28 FT) SOUTHEAST FROM THE CENTER OF THE ROAD,
 BK3329'2.4 METERS (8 FT) NORTHEAST FROM A UTILITY POLE NO. 65 6482,
 BK3329'10.7 METERS (35 FT) NORTHEAST FROM THE CENTER OF A TO A HOUSE,
 BK3329'0.7 METERS (2.5 FT) WEST FROM A FIBERGLASS WITNESS POST AND
 BK3329'0.6 METERS (2 FT) NORTHWEST FROM A T-FENCE CORNER.
 BK3329'TO REACH THE AZIMUTH FROM THE STATION,
 BK3329'GO SOUTH FOR 0.48 KM (0.3 MI) ON SANDIFER FERRY ROAD TO THE MARK ON
 BK3329'THE LEFT.
 BK3329
 BK3329                          STATION RECOVERY (1991)
 BK3329
 BK3329'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3329'RECOVERED AS DESCRIBED.
 BK3329
 BK3329                          STATION RECOVERY (2006)
 BK3329
 BK3329'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK3329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3330 ***********************************************************************
 BK3330  DESIGNATION -  SANDIFER AZ MK
 BK3330  PID         -  BK3330
 BK3330  STATE/COUNTY-  LA/CALCASIEU
 BK3330  USGS QUAD   -  MOSS BLUFF (1994)
 BK3330
 BK3330                         *CURRENT SURVEY CONTROL
 BK3330  ___________________________________________________________________
 BK3330* NAD 83(1992)-  30 16 14.18967(N)    093 14 30.37905(W)     ADJUSTED  
 BK3330* NAVD 88     -         6.   **(meters)      20.   **(feet)  VERTCON   
 BK3330  **This station is located in a subsidence area (see below).
 BK3330  ___________________________________________________________________
 BK3330  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BK3330  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3330
 BK3330  HORZ ORDER  -  SECOND
 BK3330
 BK3330.The horizontal coordinates were established by classical geodetic methods
 BK3330.and adjusted by the National Geodetic Survey in January 1993..
 BK3330.No horizontal observational check was made to the station.
 BK3330
 BK3330 ** The orthometric height has not been validated since last determined
 BK3330 ** by differential leveling and should not be used for control purposes.
 BK3330 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3330 ** area with valid NAVD 88 orthometric heights.
 BK3330 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3330 ** epoch indicated which incorporates improved geoid heights for the
 BK3330 ** Southern Louisiana Subsidence area.
 BK3330 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3330
 BK3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3330
 BK3330.The geoid height was determined by GEOID03.
 BK3330
 BK3330;                    North         East     Units Scale Factor Converg.
 BK3330;SPC LA S     -   197,791.571   816,383.594   MT  0.99993678   -0 57 15.3
 BK3330;SPC LA S     -   648,921.18  2,678,418.51   sFT  0.99993678   -0 57 15.3
 BK3330;UTM  15      - 3,348,796.289   476,745.145   MT  0.99960667   -0 07 18.7
 BK3330
 BK3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3330!SPC LA S     -   1.00000342  x   0.99993678  =   0.99994020
 BK3330!UTM  15      -   1.00000342  x   0.99960667  =   0.99961009
 BK3330
 BK3330                          SUPERSEDED SURVEY CONTROL
 BK3330
 BK3330  NAD 83(1986)-  30 16 14.21086(N)    093 14 30.37076(W) AD(       ) 2
 BK3330  NGVD 29 (05/20/88)    5.     (m)           16.     (f) VERT ANG       
 BK3330
 BK3330.Superseded values are not recommended for survey control.
 BK3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3330.See file dsdata.txt to determine how the superseded data were derived.
 BK3330
 BK3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7674548796(NAD 83)
 BK3330_MARKER: DZ = AZIMUTH MARK DISK
 BK3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3330_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3330+STABILITY: SURFACE MOTION
 BK3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3330+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 BK3330
 BK3330  HISTORY     - Date     Condition        Report By
 BK3330  HISTORY     - 1987     MONUMENTED       LADTD
 BK3330  HISTORY     - 20050120 GOOD             USPSQD
 BK3330
 BK3330                          STATION DESCRIPTION
 BK3330
 BK3330'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3330'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 BK3330'NORTH-NORTHEAST OF WESTLAKE, ON PARISH RIGHT-OF-WAY ALONG THE
 BK3330'RIGHT-OF-WAY FENCE.
 BK3330'OWNERSHIP--PARISH OFFICE OF PLANNING AND DEVELOPMENT.
 BK3330'
 BK3330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 378 AND
 BK3330'379 IN WESTLAKE (ABOUT 0.8 KM (0.5 MI) NORTH OF THE WEST END OF THE
 BK3330'CALCASIEU RIVER BRIDGE), GO EAST FOR 0.7 KM (0.4 MI) ON SULPHUR
 BK3330'AVENUE TO A CROSSROAD.
 BK3330'TURN LEFT AND GO NORTH FOR 2.9 KM (1.8 MI) ON MILLER AVENUE TO AN
 BK3330'OVERHEAD TRANSMISSION LINE.
 BK3330'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.6 KM (0.4 MI) ON MILLER
 BK3330'AVENUE TO THE MARK ON THE RIGHT.
 BK3330
 BK3330                          STATION RECOVERY (2005)
 BK3330
 BK3330'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BK3330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2266 ***********************************************************************
 BX2266  DESIGNATION -  SANDY
 BX2266  PID         -  BX2266
 BX2266  STATE/COUNTY-  LA/RAPIDES
 BX2266  USGS QUAD   -  ALEXANDRIA (1992)
 BX2266
 BX2266                         *CURRENT SURVEY CONTROL
 BX2266  ___________________________________________________________________
 BX2266* NAD 83(1992)-  31 17 27.89863(N)    092 24 33.20640(W)     ADJUSTED  
 BX2266* NAVD 88     -        28.973  (meters)      95.06   (feet)  ADJUSTED  
 BX2266  ___________________________________________________________________
 BX2266  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BX2266  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2266  DYNAMIC HT  -          28.937 (meters)      94.94  (feet)  COMP
 BX2266  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 BX2266
 BX2266  HORZ ORDER  -  SECOND
 BX2266  VERT ORDER  -  FIRST     CLASS I
 BX2266
 BX2266.The horizontal coordinates were established by classical geodetic methods
 BX2266.and adjusted by the National Geodetic Survey in January 1993..
 BX2266
 BX2266.The orthometric height was determined by differential leveling
 BX2266.and adjusted by the National Geodetic Survey in February 1994..
 BX2266
 BX2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2266
 BX2266.The geoid height was determined by GEOID03.
 BX2266
 BX2266.The dynamic height is computed by dividing the NAVD 88
 BX2266.geopotential number by the normal gravity value computed on the
 BX2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2266.degrees latitude (g = 980.6199 gals.).
 BX2266
 BX2266.The modeled gravity was interpolated from observed gravity values.
 BX2266
 BX2266;                    North         East     Units Scale Factor Converg.
 BX2266;SPC LA N     -    87,716.197 1,008,642.824   MT  0.99997412   +0 02 52.8
 BX2266;SPC LA N     -   287,782.22  3,309,189.00   sFT  0.99997412   +0 02 52.8
 BX2266;UTM  15      - 3,462,012.528   556,227.478   MT  0.99963899   +0 18 24.7
 BX2266
 BX2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2266!SPC LA N     -   0.99999963  x   0.99997412  =   0.99997375
 BX2266!UTM  15      -   0.99999963  x   0.99963899  =   0.99963862
 BX2266
 BX2266|---------------------------------------------------------------------|
 BX2266| PID    Reference Object                     Distance      Geod. Az  |
 BX2266|                                                           dddmmss.s |
 BX2266| BX2267 SANDY RM 1                           12.530 METERS 10437     |
 BX2266| BX2265 SANDY RM 2                           14.764 METERS 25745     |
 BX2266| CY5475 SANDY AZ MK                                        2863929.3 |
 BX2266|---------------------------------------------------------------------|
 BX2266
 BX2266                          SUPERSEDED SURVEY CONTROL
 BX2266
 BX2266  NAD 83(1986)-  31 17 27.91806(N)    092 24 33.20182(W) AD(       ) 2
 BX2266  NAD 27      -  31 17 27.25675(N)    092 24 32.71260(W) AD(       ) 2
 BX2266  NAVD 88 (06/15/91)   28.973  (m)           95.06   (f) UNKNOWN     1 1
 BX2266  NGVD 29 (??/??/??)   28.959  (m)           95.01   (f) ADJUSTED    1 1
 BX2266
 BX2266.Superseded values are not recommended for survey control.
 BX2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2266.See file dsdata.txt to determine how the superseded data were derived.
 BX2266
 BX2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5622762013(NAD 83)
 BX2266_MARKER: DS = TRIANGULATION STATION DISK
 BX2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2266_SP_SET: CONCRETE POST
 BX2266_STAMPING: SANDY 1969
 BX2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2266+STABILITY: SURFACE MOTION
 BX2266
 BX2266  HISTORY     - Date     Condition        Report By
 BX2266  HISTORY     - 1969     MONUMENTED       LADTD
 BX2266  HISTORY     - 1977     GOOD             NGS
 BX2266  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2266
 BX2266                          STATION DESCRIPTION
 BX2266
 BX2266'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BX2266'STATION MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2266'U.S. COAST AND GEODETIC SURVEY DISK STAMPED SANDY 1969, IS SET
 BX2266'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE
 BX2266'MARK IS 1.6 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 95.4
 BX2266'FEET NORTH OF A CREOSOTED FENCE POST, 123 FEET NORTHEAST OF
 BX2266'A 6 INCH PECAN TREE AND 13.5 FEET NORTH OF THE CENTER OF A
 BX2266'LEVEE.
 BX2266'
 BX2266'TO REACH THIS STATION FROM THE GUARANTY NATIONAL BANK BUILDING
 BX2266'IN DOWNTOWN ALEXANDRIA, DRIVE SOUTH ALONG STATE HIGHWAY 1 FOR
 BX2266'2.47 MILES TO GABRIEL LANE, THENCE DRIVE EAST ALONG GABRIEL LANE
 BX2266'FOR 0.2 MILE TO A LEVEE.  STATION IS SET ON THE CROWN OF THE
 BX2266'LEVEE JUST ABOVE A POND.
 BX2266'
 BX2266'REFERENCE MARK 1, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2266'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED SANDY RM 1
 BX2266'1969, IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 BX2266'THE GROUND.  THE MARK IS 94.5 FEET NORTHEAST OF A CREOSOTED
 BX2266'FENCE POST, 96.3 FEET NORTH-NORTHWEST OF THE FIFTH POST EAST
 BX2266'OF THE CREOSOTED POST, 13 FEET NORTH OF THE CENTER OF THE LEVEE
 BX2266'AND 41 FEET EAST OF A METAL WITNESS POST AND SIGN FOR THE
 BX2266'STATION.
 BX2266'
 BX2266'REFERENCE MARK 2, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2266'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED SANDY RM 2 1969,
 BX2266'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BX2266'GROUND.  THE MARK IS 9 FEET SOUTH OF THE CENTER OF THE LEVEE,
 BX2266'49 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN FOR THE
 BX2266'STATION, 84.4 FEET NORTH-NORTHEAST OF A 6 INCH PECAN TREE
 BX2266'AND 96 FEET NORTHWEST OF A CREOSOTED POST IN THE FENCE.
 BX2266'
 BX2266'AZIMUTH MARK, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2266'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED SANDY AZ MK
 BX2266'1969, IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 BX2266'THE GROUND.  THE MARK IS 94.2 FEET NORTHEAST OF A FENCE,
 BX2266'13.8 FEET WEST OF THE CENTER OF THE LEVEE, 96.2 FEET NORTHEAST
 BX2266'OF A FENCE CORNER ON THE NORTH LINE OF THE GABRIEL LANE PROPERTY
 BX2266'AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2266'
 BX2266'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE LEVEE
 BX2266'NORTH FOR 0.25 MILE TO THE MARK WHICH IS SET ON THE WEST SIDE
 BX2266'OF THE LEVEE.
 BX2266
 BX2266                          STATION RECOVERY (1977)
 BX2266
 BX2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX2266'2.7 MI SE FROM ALEXANDRIA.
 BX2266'ABOUT 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 AND THIRD STREET
 BX2266'FROM THE CITY HALL AT ALEXANDRIA, THENCE ABOUT 0.3 MILE NORTHEAST
 BX2266'ALONG LONGFELLOW DRIVE TO A DEAD END SIGN, CONTINUE NORTHEAST
 BX2266'ON FOOT ACROSS A LAWN AND A SMALL DITCH TO A FENCE, CONTINUE
 BX2266'THROUGH FENCE AND STRAIGHT TO TOP OF LEVEE, THENCE GO ABOUT
 BX2266'116 FEET EAST ALONG LEVEE ROAD TO SANDY RM 2 ON THE RIGHT,
 BX2266'48.5 FEET NORTHEAST OF SANDY RM 2, 41 FEET WEST OF SANDY RM 1,
 BX2266'11.2 FEET NORTH OF THE CENTER LINE OF LEVEE ROAD.
 BX2266
 BX2266                          STATION RECOVERY (1999)
 BX2266
 BX2266'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4724 ***********************************************************************
 BJ4724  DESIGNATION -  SANDY
 BJ4724  PID         -  BJ4724
 BJ4724  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4724  USGS QUAD   -  FRED (1980)
 BJ4724
 BJ4724                         *CURRENT SURVEY CONTROL
 BJ4724  ___________________________________________________________________
 BJ4724* NAD 83(1992)-  30 42 20.35253(N)    091 01 03.20222(W)     ADJUSTED  
 BJ4724* NAVD 88     -        41.0    (meters)     135.     (feet)  VERTCON   
 BJ4724  ___________________________________________________________________
 BJ4724  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ4724  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4724
 BJ4724  HORZ ORDER  -  FIRST
 BJ4724
 BJ4724.The horizontal coordinates were established by classical geodetic methods
 BJ4724.and adjusted by the National Geodetic Survey in January 1993..
 BJ4724
 BJ4724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4724
 BJ4724.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4724
 BJ4724.The geoid height was determined by GEOID03.
 BJ4724
 BJ4724;                    North         East     Units Scale Factor Converg.
 BJ4724;SPC LA S     -   244,531.877 1,030,250.298   MT  1.00000121   +0 09 28.4
 BJ4724;SPC LA S     -   802,268.33  3,380,079.52   sFT  1.00000121   +0 09 28.4
 BJ4724;UTM  15      - 3,398,659.253   689,853.184   MT  1.00004465   +1 00 45.3
 BJ4724
 BJ4724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4724!SPC LA S     -   0.99999785  x   1.00000121  =   0.99999906
 BJ4724!UTM  15      -   0.99999785  x   1.00004465  =   1.00004250
 BJ4724
 BJ4724:                Primary Azimuth Mark                     Grid Az
 BJ4724:SPC LA S     -  PRIDE LOT                                087 22 02.1
 BJ4724:UTM  15      -  PRIDE LOT                                086 30 45.2
 BJ4724
 BJ4724|---------------------------------------------------------------------|
 BJ4724| PID    Reference Object                     Distance      Geod. Az  |
 BJ4724|                                                           dddmmss.s |
 BJ4724| BJ4650 PRIDE LOT                           APPROX. 7.5 KM 0873130.5 |
 BJ4724| BJ4652 PRIDE ATT MICROWAVE                 APPROX. 3.6 KM 1294030.5 |
 BJ4724| CW2295 SANDY RM 1                           44.450 METERS 16129     |
 BJ4724| CW2296 SANDY RM 2                           53.588 METERS 25318     |
 BJ4724| BJ4683 WHITE                               APPROX. 9.5 KM 3114313.3 |
 BJ4724|---------------------------------------------------------------------|
 BJ4724
 BJ4724                          SUPERSEDED SURVEY CONTROL
 BJ4724
 BJ4724  NAD 83(1986)-  30 42 20.36976(N)    091 01 03.19881(W) AD(       ) 1
 BJ4724  NAD 27      -  30 42 19.70747(N)    091 01 02.82443(W) AD(       ) 1
 BJ4724  NGVD 29 (07/19/86)   41.0    (m)          135.     (f) VERT ANG       
 BJ4724
 BJ4724.Superseded values are not recommended for survey control.
 BJ4724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4724.See file dsdata.txt to determine how the superseded data were derived.
 BJ4724
 BJ4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8985398659(NAD 83)
 BJ4724_MARKER: DS = TRIANGULATION STATION DISK
 BJ4724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4724_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4724
 BJ4724  HISTORY     - Date     Condition        Report By
 BJ4724  HISTORY     - 1970     MONUMENTED       NGS
 BJ4724
 BJ4724                          STATION DESCRIPTION
 BJ4724
 BJ4724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (NWS)
 BJ4724'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 BJ4724'
 BJ4724'THE STATION IS LOCATED ABOUT 2-1/4 MILES WEST AND 1 MILE NORTH OF THE
 BJ4724'SMALL COMMUNITY OF PRIDE, ON THE NORTH SIDE OF THE PRIDE PORT HUDSON
 BJ4724'ROAD, IN SECTION 16, AT ITS NORTH CENTRAL EDGE, T 4 S, R 2 E, AND
 BJ4724'ON THE PROPERTY OF THE EAST BATON ROUGE SCHOOL BOARD.
 BJ4724'
 BJ4724'TO REACH THE STATION FROM THE POST OFFICE IN PRIDE, GO WEST, NORTH
 BJ4724'AND WEST ON PRIDE PORT HUDSON ROAD, PASSING THE PRIDE HIGH SCHOOL ON
 BJ4724'THE RIGHT, FOR 3.4 MILES TO THE STATION ON THE RIGHT.
 BJ4724'
 BJ4724'THE STATION MARK IS A STANDARD DISK STAMPED SANDY 1970, SET IN THE
 BJ4724'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 BJ4724'INCHES ABOVE THE GROUND.  IT 69 FEET NORTH-NORTHEAST OF THE
 BJ4724'CENTER OF THE ROAD, 27 FEET NORTHWEST OF A 20-INCH PINE TREE WITH
 BJ4724'A TRIANGLE BLAZE ON THE SOUTH SIDE AND 6.3 FEET SOUTH OF A METAL
 BJ4724'WITNESS POST.
 BJ4724'
 BJ4724'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SANDY NO 1 1970, SET IN
 BJ4724'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 BJ4724'INCHES ABOVE THE GROUND.  IT IS 70 FEET WEST-NORTHWEST OF A 24-INCH
 BJ4724'PINE TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 42 FEET
 BJ4724'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD.
 BJ4724'
 BJ4724'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANDY NO 2 1970, SET IN
 BJ4724'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 10
 BJ4724'INCHES ABOVE THE GROUND.  IT IS 42 FEET SOUTH-SOUTHWEST OF THE
 BJ4724'CENTER OF THE ROAD AND 3.4 FEET SOUTHEAST OF A 6-INCH PINE TREE.
 BJ4724'
 BJ4724'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 BJ4724'
 BJ4724'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2730 ***********************************************************************
 CQ2730  DESIGNATION -  SANDY
 CQ2730  PID         -  CQ2730
 CQ2730  STATE/COUNTY-  LA/OUACHITA
 CQ2730  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2730
 CQ2730                         *CURRENT SURVEY CONTROL
 CQ2730  ___________________________________________________________________
 CQ2730* NAD 83(1992)-  32 27 51.12980(N)    092 06 21.52188(W)     ADJUSTED  
 CQ2730* NAVD 88     -        22.4    (meters)      73.     (feet)  VERTCON   
 CQ2730  ___________________________________________________________________
 CQ2730  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CQ2730  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2730
 CQ2730  HORZ ORDER  -  SECOND
 CQ2730
 CQ2730.The horizontal coordinates were established by classical geodetic methods
 CQ2730.and adjusted by the National Geodetic Survey in January 1993..
 CQ2730
 CQ2730.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2730
 CQ2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2730
 CQ2730.The geoid height was determined by GEOID03.
 CQ2730
 CQ2730;                    North         East     Units Scale Factor Converg.
 CQ2730;SPC LA N     -   217,852.138 1,037,041.984   MT  0.99996010   +0 12 30.0
 CQ2730;SPC LA N     -   714,736.56  3,402,361.91   sFT  0.99996010   +0 12 30.0
 CQ2730;UTM  15      - 3,592,242.822   584,018.364   MT  0.99968705   +0 28 47.7
 CQ2730
 CQ2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2730!SPC LA N     -   1.00000056  x   0.99996010  =   0.99996066
 CQ2730!UTM  15      -   1.00000056  x   0.99968705  =   0.99968761
 CQ2730
 CQ2730:                Primary Azimuth Mark                     Grid Az
 CQ2730:SPC LA N     -  MONROE RAD STA KLIC MAST                 029 23 38.0
 CQ2730:UTM  15      -  MONROE RAD STA KLIC MAST                 029 07 20.3
 CQ2730
 CQ2730|---------------------------------------------------------------------|
 CQ2730| PID    Reference Object                     Distance      Geod. Az  |
 CQ2730|                                                           dddmmss.s |
 CQ2730| CQ2722 MONROE RAD STA KLIC MAST            APPROX. 3.0 KM 0293608.0 |
 CQ2730| CQ2729 SANDY LADH A PT 1971                  7.873 METERS 03901     |
 CQ2730| CY5473 SANDY RM 1                           12.267 METERS 17454     |
 CQ2730| CY5474 SANDY RM 2                           12.229 METERS 35536     |
 CQ2730| CY4680 SANDY AZ MK                                        3584639.3 |
 CQ2730|---------------------------------------------------------------------|
 CQ2730
 CQ2730                          SUPERSEDED SURVEY CONTROL
 CQ2730
 CQ2730  NAD 83(1986)-  32 27 51.14339(N)    092 06 21.51480(W) AD(       ) 2
 CQ2730  NAD 27      -  32 27 50.61983(N)    092 06 21.02986(W) AD(       ) 2
 CQ2730  NGVD 29 (07/19/86)   22.4    (m)           73.     (f) VERT ANG       
 CQ2730
 CQ2730.Superseded values are not recommended for survey control.
 CQ2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2730.See file dsdata.txt to determine how the superseded data were derived.
 CQ2730
 CQ2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8401892243(NAD 83)
 CQ2730_MARKER: DD = SURVEY DISK
 CQ2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2730
 CQ2730  HISTORY     - Date     Condition        Report By
 CQ2730  HISTORY     - 1970     MONUMENTED       LADTD
 CQ2730
 CQ2730                          STATION DESCRIPTION
 CQ2730
 CQ2730'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CQ2730'THE STATION IS LOCATED 2 MILES SOUTH OF DOWNTOWN MONROE, 3 MILES
 CQ2730'EAST OF BAWCOMVILLE AND 8 MILES NORTH OF FONDALE, IN THE NORTHWEST
 CQ2730'1/4 OF SECTION 42, T17N, R4E, AND ON THE PROPERTY OWNED BY
 CQ2730'THE MISSOURI PACIFIC RAILROAD.
 CQ2730'
 CQ2730'TO REACH THE STATION FROM THE RIVERVIEW CEMETERY IN SOUTH
 CQ2730'MONROE LOCATED AT THE CORNER OF GRAND STREET AND STANDIFER
 CQ2730'AVENUE, DRIVE EAST ALONG STANDIFER AVENUE FOR FIVE BLOCKS TO
 CQ2730'THE MISSOURI PACIFIC RAILROAD CROSSING.  THE STATION IS SET ON
 CQ2730'THE RIGHT AND SOUTH OF THE CROSSING NEAR A CHAIN LINK FENCE.
 CQ2730'
 CQ2730'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG
 CQ2730'STANDIFER AVENUE FOR ONE BLOCK TO JACKSON STREET, TURN RIGHT AND
 CQ2730'NORTH ALONG JACKSON STREET FOR FIVE BLOCKS TO THOMAS STREET,
 CQ2730'TURN RIGHT AND EAST ALONG THOMAS STREET FOR ONE BLOCK TO
 CQ2730'THE MISSOURI PACIFIC RAILROAD.  THE MARK IS SET ON THE RIGHT
 CQ2730'AND SOUTH OF THE STREET.
 CQ2730'
 CQ2730'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ2730'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2730'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2730'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2730'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2730'SURFACE.  THEY ARE STAMPED SANDY 1970.  THE MARK IS 105 FEET
 CQ2730'SOUTH OF THE CENTER OF STANDIFER AVENUE, 88 FEET SOUTH OF THE
 CQ2730'RAILROAD CROSSING WARNING SIGNAL WEST OF THE RAILROAD, 82 FEET
 CQ2730'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK
 CQ2730'FENCE, 59 FEET SOUTH OF A TELEGRAPH POLE, 24 FEET WEST-SOUTHWEST
 CQ2730'OF THE WEST RAIL ON THE MAIN LINE OF THE RAILROAD, 2 FEET
 CQ2730'EAST-NORTHEAST OF A CHAIN LINK FENCE, AND 2 FEET SOUTH-SOUTHEAST
 CQ2730'OF A METAL WITNESS POST AND SIGN.
 CQ2730'
 CQ2730'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2730'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE
 CQ2730'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CQ2730'WITH THE GROUND.  IT IS STAMPED SANDY R.M. 1 1970.  IT IS 122
 CQ2730'FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK
 CQ2730'FENCE, 56 FEET NORTH OF A POWER POLE, 24 FEET WEST OF THE WEST
 CQ2730'RAIL ON THE MAIN LINE OF THE RAILROAD, AND 2 FEET EAST OF A
 CQ2730'CHAIN LINK FENCE.
 CQ2730'
 CQ2730'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2730'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2730'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2730'GROUND.  IT IS STAMPED SANDY R.M. 2 1970.  IT IS 65 FEET SOUTH
 CQ2730'OF THE CENTER OF STANDIFER AVENUE, 48 FEET SOUTH OF THE WEST
 CQ2730'RAILROAD CROSSING WARNING LIGHT, 42 FEET SOUTH-SOUTHEAST OF
 CQ2730'THE NORTHEAST CORNER OF A CHAIN LINK FENCE, AND 24 FEET WEST OF
 CQ2730'THE WEST RAIL ON THE RAILROAD.
 CQ2730'
 CQ2730'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2730'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2730'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2730'GROUND.  IT IS STAMPED SANDY AZ.MK. 1970.  IT IS 38 FEET SOUTH
 CQ2730'OF THE CENTER OF THOMAS STREET, 12 FEET WEST OF THE WEST RAIL
 CQ2730'ON THE MAIN LINE OF THE RAILROAD, 12 FEET SOUTH OF THE WEST
 CQ2730'END OF A CONCRETE CULVERT, 3 FEET EAST OF A POWER POLE, AND 2
 CQ2730'FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 CQ2730'
 CQ2730'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5126 ***********************************************************************
 BJ5126  DESIGNATION -  SANDY COVE 1935
 BJ5126  PID         -  BJ5126
 BJ5126  STATE/COUNTY-  LA/IBERIA
 BJ5126  USGS QUAD   -  JACKASS BAY (1973)
 BJ5126
 BJ5126                         *CURRENT SURVEY CONTROL
 BJ5126  ___________________________________________________________________
 BJ5126* NAD 83(1992)-  30 01 27.47170(N)    091 34 11.34080(W)     ADJUSTED  
 BJ5126* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BJ5126  **This station is located in a subsidence area (see below).
 BJ5126  ___________________________________________________________________
 BJ5126  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ5126  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BJ5126
 BJ5126  HORZ ORDER  -  SECOND
 BJ5126
 BJ5126.The horizontal coordinates were established by classical geodetic methods
 BJ5126.and adjusted by the National Geodetic Survey in January 1993..
 BJ5126
 BJ5126 ** The orthometric height has not been validated since last determined
 BJ5126 ** by differential leveling and should not be used for control purposes.
 BJ5126 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5126 ** area with valid NAVD 88 orthometric heights.
 BJ5126 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5126 ** epoch indicated which incorporates improved geoid heights for the
 BJ5126 ** Southern Louisiana Subsidence area.
 BJ5126 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5126.The orthometric height was scaled from a topographic map.
 BJ5126
 BJ5126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5126
 BJ5126.The geoid height was determined by GEOID03.
 BJ5126
 BJ5126;                    North         East     Units Scale Factor Converg.
 BJ5126;SPC LA S     -   168,983.214   977,189.850   MT  0.99992583   -0 07 05.7
 BJ5126;SPC LA S     -   554,405.76  3,205,997.03   sFT  0.99992583   -0 07 05.7
 BJ5126;UTM  15      - 3,322,339.100   637,911.440   MT  0.99983466   +0 42 56.6
 BJ5126
 BJ5126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5126!SPC LA S     -   1.00000390  x   0.99992583  =   0.99992973
 BJ5126!UTM  15      -   1.00000390  x   0.99983466  =   0.99983856
 BJ5126
 BJ5126                          SUPERSEDED SURVEY CONTROL
 BJ5126
 BJ5126  NAD 83(1986)-  30 01 27.49085(N)    091 34 11.33803(W) AD(       ) 2
 BJ5126  NAD 27      -  30 01 26.76608(N)    091 34 10.90925(W) AD(       ) 2
 BJ5126
 BJ5126.Superseded values are not recommended for survey control.
 BJ5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5126.See file dsdata.txt to determine how the superseded data were derived.
 BJ5126
 BJ5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3791122339(NAD 83)
 BJ5126_MARKER: DD = SURVEY DISK
 BJ5126_SETTING: 0 = UNSPECIFIED SETTING
 BJ5126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5126
 BJ5126  HISTORY     - Date     Condition        Report By
 BJ5126  HISTORY     - 1935     MONUMENTED       CGS
 BJ5126  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5126
 BJ5126                          STATION DESCRIPTION
 BJ5126
 BJ5126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5126'LOCATED 15 MILES E BY N OF NEW IBERIA, LOUISIANA, AND IS ON
 BJ5126'A DAM ON THE SW POINT OF SANDY COVE WHERE THE DAM DIVIDES
 BJ5126'SANDY COVE AND LAKE FAUSSE POINT.  THE MARK IS AN 8-INCH
 BJ5126'CONCRETE PIPE WITH A BRONZE TABLET MARKED U.S. COAST AND
 BJ5126'GEODETIC SURVEY, WHICH PROTRUDES 1 FOOT ABOVE THE GROUND.
 BJ5126
 BJ5126                          STATION RECOVERY (1957)
 BJ5126
 BJ5126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5126'STATION NOT RECOVERED.  THE PUBLISHED DESCRIPTION IS INADEQUATE.
 BJ5126'THE STATION HAS EITHER BEEN DESTROYED OR COVERED BY LEVEE
 BJ5126'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1071 ***********************************************************************
 AT1071  DESIGNATION -  SANDY POINT 2
 AT1071  PID         -  AT1071
 AT1071  STATE/COUNTY-  LA/PLAQUEMINES
 AT1071  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1071
 AT1071                         *CURRENT SURVEY CONTROL
 AT1071  ___________________________________________________________________
 AT1071* NAD 83(1992)-  29 12 49.82792(N)    089 29 05.45648(W)     ADJUSTED  
 AT1071* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1071  **This station is located in a subsidence area (see below).
 AT1071  ___________________________________________________________________
 AT1071  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AT1071  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AT1071
 AT1071  HORZ ORDER  -  SECOND
 AT1071
 AT1071.The horizontal coordinates were established by classical geodetic methods
 AT1071.and adjusted by the National Geodetic Survey in January 1993..
 AT1071
 AT1071 ** The orthometric height has not been validated since last determined
 AT1071 ** by differential leveling and should not be used for control purposes.
 AT1071 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1071 ** area with valid NAVD 88 orthometric heights.
 AT1071 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1071 ** epoch indicated which incorporates improved geoid heights for the
 AT1071 ** Southern Louisiana Subsidence area.
 AT1071 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1071.The orthometric height was scaled from a topographic map.
 AT1071
 AT1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1071
 AT1071.The geoid height was determined by GEOID03.
 AT1071
 AT1071;                    North         East     Units Scale Factor Converg.
 AT1071;SPC LA S     -    80,577.455 1,179,738.012   MT  1.00001935   +0 55 27.4
 AT1071;SPC LA S     -   264,361.20  3,870,523.79   sFT  1.00001935   +0 55 27.4
 AT1071;UTM  16      - 3,234,235.376   258,435.755   MT  1.00032012   -1 12 48.1
 AT1071
 AT1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1071!SPC LA S     -   1.00000376  x   1.00001935  =   1.00002311
 AT1071!UTM  16      -   1.00000376  x   1.00032012  =   1.00032388
 AT1071
 AT1071:                Primary Azimuth Mark                     Grid Az
 AT1071:SPC LA S     -  TAMBOUR 1922                             022 28 29.5
 AT1071:UTM  16      -  TAMBOUR 1922                             024 36 45.0
 AT1071
 AT1071|---------------------------------------------------------------------|
 AT1071| PID    Reference Object                     Distance      Geod. Az  |
 AT1071|                                                           dddmmss.s |
 AT1071| AT1090 TAMBOUR 1922                        APPROX. 4.5 KM 0232356.9 |
 AT1071| DD8043 SANDY POINT 2 RM 2                   43.570 METERS 07843     |
 AT1071| DD8042 SANDY POINT 2 RM 1                   24.590 METERS 15941     |
 AT1071| AT1158 SCOFIELD BAYOU LIGHT NEW            APPROX. 8.5 KM 2955335.0 |
 AT1071| AT1159 SCOFIELD BAYOU POLE                 APPROX. 8.3 KM 2960401.5 |
 AT1071|---------------------------------------------------------------------|
 AT1071
 AT1071                          SUPERSEDED SURVEY CONTROL
 AT1071
 AT1071  NAD 83(1986)-  29 12 49.83512(N)    089 29 05.46705(W) AD(       ) 2
 AT1071  NAD 27      -  29 12 49.03500(N)    089 29 05.26400(W) AD(       ) 2
 AT1071
 AT1071.Superseded values are not recommended for survey control.
 AT1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1071.See file dsdata.txt to determine how the superseded data were derived.
 AT1071
 AT1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5843634235(NAD 83)
 AT1071_MARKER: DS = TRIANGULATION STATION DISK
 AT1071_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1071_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1071
 AT1071  HISTORY     - Date     Condition        Report By
 AT1071  HISTORY     - 1927     MONUMENTED       CGS
 AT1071  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AT1071  HISTORY     - 1936     MARK NOT FOUND   CGS
 AT1071  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1071
 AT1071                          STATION DESCRIPTION
 AT1071
 AT1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1071'IN THE MARSH IN BACK OF THE SHELLS ALONG THE SHORE LINE, ABOUT 40
 AT1071'METERS (131 FEET)
 AT1071'FROM THE HIGH-WATER MARK, AND ABOUT 50 METERS (164
 AT1071'FEET) W OF THE EASTERN END OF THE
 AT1071'SHELL PILES WHERE THE SWAMP GRASS
 AT1071'BEGINS ALONG THE SHORE ON THE EASTERN END OF THE
 AT1071'ISLAND.  THE STATION
 AT1071'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE CENTERS OF
 AT1071'THE TOPS OF
 AT1071'TILES WHICH ARE FASTENED BY MEANS OF CONCRETE TO THE
 AT1071'UPPER ENDS OF LONG WOODEN
 AT1071'PILES DRIVEN INTO THE MARSH.  REFERENCE
 AT1071'MARK NO.  1 IS AT THE EDGE OF THE SHELL
 AT1071'PILES 24.59 METERS (80.7
 AT1071'FEET) FROM THE STATION S 20 DEG 19 MIN E.
 AT1071'REFERENCE MARK
 AT1071'NO.  2 IS IN THE MARSH ABOUT 40 METERS (141 FEET) FROM THE
 AT1071'HIGH-WATER MARK AND
 AT1071'43.57 METERS (142.9 FEET) FROM THE STATION
 AT1071'N 78 DEG 43 MIN E. IN
 AT1071'1934 IT WAS REPORTED THAT THE
 AT1071'STATION MARK WAS IN THE GULF ABOUT 20 METERS (66
 AT1071'FEET) FROM THE
 AT1071'HIGH-WATER MARK.  THE REFERENCE MARKS WERE NOT FOUND.
 AT1071
 AT1071                          STATION RECOVERY (1936)
 AT1071
 AT1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1071'STATION IS LOST.  A FIX, NEAR WHERE MARK WAS FOUND ON BEACH SHOWS
 AT1071'STATION IS NOW
 AT1071'ABOUT 30 METERS OFF SHORE.  BOTH REFERENCE MARKS ARE
 AT1071'ALSO LOST.
 AT1071
 AT1071                          STATION RECOVERY (1965)
 AT1071
 AT1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1071'STATION IS LOST.  IT WAS REPORTED AS LOST IN 1936 BY F.S.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2267 ***********************************************************************
 BX2267  DESIGNATION -  SANDY RM 1
 BX2267  PID         -  BX2267
 BX2267  STATE/COUNTY-  LA/RAPIDES
 BX2267  USGS QUAD   -  ALEXANDRIA (1992)
 BX2267
 BX2267                         *CURRENT SURVEY CONTROL
 BX2267  ___________________________________________________________________
 BX2267* NAD 83(1986)-  31 17 28.     (N)    092 24 28.     (W)     SCALED    
 BX2267* NAVD 88     -        28.959  (meters)      95.01   (feet)  ADJUSTED  
 BX2267  ___________________________________________________________________
 BX2267  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2267  DYNAMIC HT  -          28.923 (meters)      94.89  (feet)  COMP
 BX2267  MODELED GRAV-     979,409.3   (mgal)                       NAVD 88
 BX2267
 BX2267  VERT ORDER  -  FIRST     CLASS I
 BX2267
 BX2267.The horizontal coordinates were scaled from a topographic map and have
 BX2267.an estimated accuracy of +/- 6 seconds.
 BX2267
 BX2267.The orthometric height was determined by differential leveling
 BX2267.and adjusted by the National Geodetic Survey in February 1994..
 BX2267
 BX2267.The geoid height was determined by GEOID03.
 BX2267
 BX2267.The dynamic height is computed by dividing the NAVD 88
 BX2267.geopotential number by the normal gravity value computed on the
 BX2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2267.degrees latitude (g = 980.6199 gals.).
 BX2267
 BX2267.The modeled gravity was interpolated from observed gravity values.
 BX2267
 BX2267;                    North         East    Units  Estimated Accuracy
 BX2267;SPC LA N     -    87,720.    1,008,780.      MT  (+/- 180 meters Scaled)
 BX2267
 BX2267                          SUPERSEDED SURVEY CONTROL
 BX2267
 BX2267  NAVD 88 (06/15/91)   28.959  (m)           95.01   (f) UNKNOWN     1 1
 BX2267  NGVD 29 (??/??/??)   28.945  (m)           94.96   (f) ADJUSTED    1 1
 BX2267
 BX2267.Superseded values are not recommended for survey control.
 BX2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2267.See file dsdata.txt to determine how the superseded data were derived.
 BX2267
 BX2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ563620(NAD 83)
 BX2267_MARKER: DR = REFERENCE MARK DISK
 BX2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2267_SP_SET: CONCRETE POST
 BX2267_STAMPING: SANDY NO 1 1969
 BX2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2267+STABILITY: SURFACE MOTION
 BX2267
 BX2267  HISTORY     - Date     Condition        Report By
 BX2267  HISTORY     - 1969     MONUMENTED       LADH
 BX2267  HISTORY     - 1977     GOOD             NGS
 BX2267  HISTORY     - 19990424 POOR             USPSQD
 BX2267
 BX2267                          STATION DESCRIPTION
 BX2267
 BX2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2267'2.7 MI SE FROM ALEXANDRIA.
 BX2267'ABOUT 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 AND THIRD STREET
 BX2267'FROM THE CITY HALL AT ALEXANDRIA, THENCE ABOUT 0.3 MILE NORTHEAST
 BX2267'ALONG LONGFELLOW DRIVE TO A DEAD END SIGN, CONTINUE NORTHEAST
 BX2267'ON FOOT ACROSS A LAWN AND A SMALL DITCH TO A FENCE, CONTINUE
 BX2267'THROUGH THE FENCE AND STRAIGHT TO TOP OF LEVEE, THENCE GO ABOUT
 BX2267'116 FEET EAST ALONG LEVEE ROAD TO SANDY RM 2 ON RIGHT,87 FEET
 BX2267'NORTHEAST OF SANDY RM 2, 41 FEET EAST OF SANDY, 12 FEET NORTH
 BX2267'OF CENTER LINE OF LEVEE ROAD.
 BX2267
 BX2267                          STATION RECOVERY (1999)
 BX2267
 BX2267'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2267'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2265 ***********************************************************************
 BX2265  DESIGNATION -  SANDY RM 2
 BX2265  PID         -  BX2265
 BX2265  STATE/COUNTY-  LA/RAPIDES
 BX2265  USGS QUAD   -  ALEXANDRIA (1992)
 BX2265
 BX2265                         *CURRENT SURVEY CONTROL
 BX2265  ___________________________________________________________________
 BX2265* NAD 83(1992)-  31 17 27.79691(N)    092 24 33.75192(W)     ADJUSTED  
 BX2265* NAVD 88     -        28.656  (meters)      94.02   (feet)  ADJUSTED  
 BX2265  ___________________________________________________________________
 BX2265  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BX2265  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2265  DYNAMIC HT  -          28.621 (meters)      93.90  (feet)  COMP
 BX2265  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 BX2265
 BX2265  HORZ ORDER  -  SECOND
 BX2265  VERT ORDER  -  FIRST     CLASS I
 BX2265
 BX2265.The horizontal coordinates were established by classical geodetic methods
 BX2265.and adjusted by the National Geodetic Survey in January 1993..
 BX2265
 BX2265.The orthometric height was determined by differential leveling
 BX2265.and adjusted by the National Geodetic Survey in February 1994..
 BX2265
 BX2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2265
 BX2265.The geoid height was determined by GEOID03.
 BX2265
 BX2265.The dynamic height is computed by dividing the NAVD 88
 BX2265.geopotential number by the normal gravity value computed on the
 BX2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2265.degrees latitude (g = 980.6199 gals.).
 BX2265
 BX2265.The modeled gravity was interpolated from observed gravity values.
 BX2265
 BX2265;                    North         East     Units Scale Factor Converg.
 BX2265;SPC LA N     -    87,713.052 1,008,628.399   MT  0.99997412   +0 02 52.5
 BX2265;SPC LA N     -   287,771.90  3,309,141.67   sFT  0.99997412   +0 02 52.5
 BX2265;UTM  15      - 3,462,009.319   556,213.072   MT  0.99963897   +0 18 24.4
 BX2265
 BX2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2265!SPC LA N     -   0.99999967  x   0.99997412  =   0.99997379
 BX2265!UTM  15      -   0.99999967  x   0.99963897  =   0.99963865
 BX2265
 BX2265|---------------------------------------------------------------------|
 BX2265| PID    Reference Object                     Distance      Geod. Az  |
 BX2265|                                                           dddmmss.s |
 BX2265| BX2266 SANDY                                14.764 METERS 07745     |
 BX2265| BX2669 GUARANTY                            APPROX. 4.1 KM 3033618.4 |
 BX2265|---------------------------------------------------------------------|
 BX2265
 BX2265                          SUPERSEDED SURVEY CONTROL
 BX2265
 BX2265  NAD 83(1986)-  31 17 27.81631(N)    092 24 33.74752(W) AD(       ) 2
 BX2265  NAD 27      -  31 17 27.15502(N)    092 24 33.25811(W) AD(       ) 2
 BX2265  NAVD 88 (06/15/91)   28.657  (m)           94.02   (f) UNKNOWN     1 1
 BX2265  NGVD 29 (??/??/??)   28.643  (m)           93.97   (f) ADJUSTED    1 1
 BX2265
 BX2265.Superseded values are not recommended for survey control.
 BX2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2265.See file dsdata.txt to determine how the superseded data were derived.
 BX2265
 BX2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5621362009(NAD 83)
 BX2265_MARKER: DR = REFERENCE MARK DISK
 BX2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2265_SP_SET: CONCRETE POST
 BX2265_STAMPING: SANDY NO 2 1969
 BX2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2265+STABILITY: SURFACE MOTION
 BX2265
 BX2265  HISTORY     - Date     Condition        Report By
 BX2265  HISTORY     - 1969     MONUMENTED       LADH
 BX2265  HISTORY     - 1977     GOOD             NGS
 BX2265  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2265
 BX2265                          STATION DESCRIPTION
 BX2265
 BX2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2265'2.7 MI SE FROM ALEXANDRIA.
 BX2265'ABOUT 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 AND THIRD STREET
 BX2265'FROM THE CITY HALL AT ALEXANDRIA, THENCE ABOUT 0.3 MILE NORTHEAST
 BX2265'ALONG LONGFELLOW DRIVE TO A DEAD END SIGN, CONTINUE NORTHEAST
 BX2265'ON FOOT ACROSS A LAWN AND A SMALL DITCH TO A FENCE, CONTINUE
 BX2265'THROUGH FENCE AND STRAIGHT UP TO TOP OF LEVEE, THENCE GO ABOUT
 BX2265'116 FEET EAST ALONG LEVEE ROAD TO SANDY RM 2 ON RIGHT, 12 FEET
 BX2265'SOUTH OF THE CENTER LINE OF LEVEE ROAD, 48.5 FEET SOUTHWEST OF
 BX2265'SANDY STATION, 87 FEET SOUTHWEST OF SANDY RM 1.
 BX2265
 BX2265                          STATION RECOVERY (1999)
 BX2265
 BX2265'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2745 ***********************************************************************
 AU2745  DESIGNATION -  SARAH
 AU2745  PID         -  AU2745
 AU2745  STATE/COUNTY-  LA/PLAQUEMINES
 AU2745  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2745
 AU2745                         *CURRENT SURVEY CONTROL
 AU2745  ___________________________________________________________________
 AU2745* NAD 83(1992)-  29 46 16.98931(N)    090 01 39.51013(W)     ADJUSTED  
 AU2745* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU2745  **This station is located in a subsidence area (see below).
 AU2745  ___________________________________________________________________
 AU2745  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2745  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU2745
 AU2745  HORZ ORDER  -  FIRST
 AU2745
 AU2745.The horizontal coordinates were established by classical geodetic methods
 AU2745.and adjusted by the National Geodetic Survey in January 1993..
 AU2745
 AU2745 ** The orthometric height has not been validated since last determined
 AU2745 ** by differential leveling and should not be used for control purposes.
 AU2745 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2745 ** area with valid NAVD 88 orthometric heights.
 AU2745 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2745 ** epoch indicated which incorporates improved geoid heights for the
 AU2745 ** Southern Louisiana Subsidence area.
 AU2745 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2745.The orthometric height was scaled from a topographic map.
 AU2745
 AU2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2745
 AU2745.The geoid height was determined by GEOID03.
 AU2745
 AU2745;                    North         East     Units Scale Factor Converg.
 AU2745;SPC LA S     -   141,645.575 1,126,257.983   MT  0.99993372   +0 39 10.3
 AU2745;SPC LA S     -   464,715.52  3,695,064.73   sFT  0.99993372   +0 39 10.3
 AU2745;UTM  15      - 3,297,157.179   787,397.697   MT  1.00061924   +1 28 36.9
 AU2745;UTM  16      - 3,297,296.346   207,254.427   MT  1.00065753   -1 30 15.9
 AU2745
 AU2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2745!SPC LA S     -   1.00000339  x   0.99993372  =   0.99993711
 AU2745!UTM  15      -   1.00000339  x   1.00061924  =   1.00062263
 AU2745!UTM  16      -   1.00000339  x   1.00065753  =   1.00066092
 AU2745
 AU2745:                Primary Azimuth Mark                     Grid Az
 AU2745:SPC LA S     -  SARAH AZ MK                              227 47 20.1
 AU2745:UTM  15      -  SARAH AZ MK                              226 57 53.5
 AU2745:UTM  16      -  SARAH AZ MK                              229 56 46.3
 AU2745
 AU2745|---------------------------------------------------------------------|
 AU2745| PID    Reference Object                     Distance      Geod. Az  |
 AU2745|                                                           dddmmss.s |
 AU2745| DD8044 SARAH AZ MK                                        2282630.4 |
 AU2745| DD8045 SARAH RM 1                           79.416 METERS 22859     |
 AU2745| AU2743 TT 7 L USGS 1932                    213.691 METERS 28505     |
 AU2745| DD8046 SARAH RM 2                           62.073 METERS 35526     |
 AU2745|---------------------------------------------------------------------|
 AU2745
 AU2745                          SUPERSEDED SURVEY CONTROL
 AU2745
 AU2745  NAD 83(1986)-  29 46 17.00381(N)    090 01 39.51213(W) AD(       ) 1
 AU2745  NAD 27      -  29 46 16.25166(N)    090 01 39.25718(W) AD(       ) 1
 AU2745
 AU2745.Superseded values are not recommended for survey control.
 AU2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2745.See file dsdata.txt to determine how the superseded data were derived.
 AU2745
 AU2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8739897157(NAD 83)
 AU2745_MARKER: DS = TRIANGULATION STATION DISK
 AU2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2745
 AU2745  HISTORY     - Date     Condition        Report By
 AU2745  HISTORY     - 1934     MONUMENTED       CGS
 AU2745  HISTORY     - 1936     GOOD             LAGS
 AU2745  HISTORY     - 1964     MARK NOT FOUND   USGS
 AU2745
 AU2745                          STATION DESCRIPTION
 AU2745
 AU2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2745'STATION IS ABOUT 13.8 MILES SE OF GRETNA, ON THE TOP OF A
 AU2745'LEVEE, AND AT THE PROLONGATION OF A PLANTATION ROAD RUNNING
 AU2745'PAST THE NEGRO SHACKS ON THE SARAH PLANTATION.
 AU2745'
 AU2745'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AU2745'BRONZE DISKS SET IN CONCRETE.
 AU2745'
 AU2745'REFERENCE MARK NO. 1 IS 10 FEET W OF THE PLANTATION ROAD, 20
 AU2745'FEET W OF THE BASE OF THE LEVEE AT A POINT WHERE IT MAKES
 AU2745'A SOUTHERLY TURN, AND 260.55 FEET (79.42 METERS) FROM THE
 AU2745'STATION S 48 DEG 59 MIN W.
 AU2745'
 AU2745'REFERENCE MARK NO. 2 IS IN THE E FENCE LINE OF THE SARAH
 AU2745'PLANTATION, 5 FEET W OF THE PLANTATION ROAD, AND 203.65 FEET
 AU2745'(62.07 METERS) FROM THE STATION N 04 DEG 34 MIN W.
 AU2745'
 AU2745'THE AZIMUTH MARK IS AT THE W EDGE OF STATE HIGHWAY 31, 0.1
 AU2745'MILE S OF THE PLANTATION ROAD RUNNING PAST THE NEGRO SHACKS, AND
 AU2745'APPROXIMATELY 0.25 MILE FROM THE STATION S 48 DEG 26 MIN W.
 AU2745'
 AU2745'TT 7 L (U.S.G.S.) IS 701.08 FEET (213.69 METERS) FROM THE
 AU2745'STATION N 74 DEG 55 MIN W.
 AU2745'
 AU2745'A CHURCH SPIRE ACROSS THE RIVER IS VISIBLE FROM THE GROUND
 AU2745'AT THE STATION AND IS S 56 DEG 01 MIN E.
 AU2745
 AU2745                          STATION RECOVERY (1936)
 AU2745
 AU2745'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AU2745'STATION RECOVERED AS DESCRIBED.
 AU2745
 AU2745                          STATION RECOVERY (1964)
 AU2745
 AU2745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 AU2745'STATION COULD NOT BE FOUND BECAUSE OF NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2744 ***********************************************************************
 AU2744  DESIGNATION -  SARAH 2
 AU2744  PID         -  AU2744
 AU2744  STATE/COUNTY-  LA/PLAQUEMINES
 AU2744  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2744
 AU2744                         *CURRENT SURVEY CONTROL
 AU2744  ___________________________________________________________________
 AU2744* NAD 83(1992)-  29 46 22.14477(N)    090 01 41.23076(W)     ADJUSTED  
 AU2744* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AU2744  **This station is located in a subsidence area (see below).
 AU2744  ___________________________________________________________________
 AU2744  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2744  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU2744
 AU2744  HORZ ORDER  -  SECOND
 AU2744
 AU2744.The horizontal coordinates were established by classical geodetic methods
 AU2744.and adjusted by the National Geodetic Survey in January 1993..
 AU2744
 AU2744 ** The orthometric height has not been validated since last determined
 AU2744 ** by differential leveling and should not be used for control purposes.
 AU2744 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2744 ** area with valid NAVD 88 orthometric heights.
 AU2744 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2744 ** epoch indicated which incorporates improved geoid heights for the
 AU2744 ** Southern Louisiana Subsidence area.
 AU2744 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2744
 AU2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2744
 AU2744.The geoid height was determined by GEOID03.
 AU2744
 AU2744;                    North         East     Units Scale Factor Converg.
 AU2744;SPC LA S     -   141,803.770 1,126,209.960   MT  0.99993362   +0 39 09.4
 AU2744;SPC LA S     -   465,234.54  3,694,907.18   sFT  0.99993362   +0 39 09.4
 AU2744;UTM  15      - 3,297,314.776   787,347.369   MT  1.00061888   +1 28 36.3
 AU2744;UTM  16      - 3,297,456.354   207,212.363   MT  1.00065784   -1 30 17.0
 AU2744
 AU2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2744!SPC LA S     -   1.00000384  x   0.99993362  =   0.99993746
 AU2744!UTM  15      -   1.00000384  x   1.00061888  =   1.00062273
 AU2744!UTM  16      -   1.00000384  x   1.00065784  =   1.00066169
 AU2744
 AU2744|---------------------------------------------------------------------|
 AU2744| PID    Reference Object                     Distance      Geod. Az  |
 AU2744|                                                           dddmmss.s |
 AU2744| DD8049 SARAH 2 RM 4                         34.305 METERS 00141     |
 AU2744| AU2742 BELLE CHASSE CALLENDER FLD TNK      APPROX. 6.3 KM 0064626.4 |
 AU2744| AT1344 BELLE CHASSE MUNICIPAL TANK         APPROX. 7.7 KM 0205222.3 |
 AU2744| DD8047 SARAH 2 AZ MK                                      0220029.4 |
 AU2744| AU2755 SARAH 2 RM 6                         27.204 METERS 09246     |
 AU2744| DD8048 SARAH 2 RM 3                         37.067 METERS 09603     |
 AU2744| DD8050 SARAH 2 RM 5                         22.645 METERS 26514     |
 AU2744|---------------------------------------------------------------------|
 AU2744
 AU2744                          SUPERSEDED SURVEY CONTROL
 AU2744
 AU2744  NAD 83(1986)-  29 46 22.15896(N)    090 01 41.23265(W) AD(       ) 2
 AU2744  NAD 27      -  29 46 21.40666(N)    090 01 40.97670(W) AD(       ) 2
 AU2744  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AU2744
 AU2744.Superseded values are not recommended for survey control.
 AU2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2744.See file dsdata.txt to determine how the superseded data were derived.
 AU2744
 AU2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8734797315(NAD 83)
 AU2744_MARKER: DS = TRIANGULATION STATION DISK
 AU2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2744
 AU2744  HISTORY     - Date     Condition        Report By
 AU2744  HISTORY     - 1966     MONUMENTED       CGS
 AU2744  HISTORY     - 1970     GOOD             NGS
 AU2744  HISTORY     - 1972     GOOD             NGS
 AU2744
 AU2744                          STATION DESCRIPTION
 AU2744
 AU2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2744'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF CHALMETTE,
 AU2744'10 MILES SOUTH-SOUTHEAST OF GRETNA, 9 MILES WEST OF THE
 AU2744'SOUTHWEST EDGE OF LAKE LERY, 6 MILES SOUTHWEST OF BELLE
 AU2744'CHASSE AND ON THE WEST SIDE OF MISSISSIPPI RIVER ON PROPERTY
 AU2744'OWNED BY JUDGE L. PEREZ.
 AU2744'
 AU2744'TO REACH FROM THE POST OFFICE IN BELLE CHASSE, GO SOUTHERLY
 AU2744'ON STATE HIGHWAY 23 FOR 5.9 MILES TO A SIDE ROAD LEFT AT
 AU2744'SIGN OAKVILLE 69.9, TURN LEFT AND GO EAST ON SHELL ROAD 0.2
 AU2744'MILE TO STATION ON LEFT AS DESCRIBED.
 AU2744'
 AU2744'STATION MARK, A STANDARD DISK STAMPED SARAH 2 1966, IS SET
 AU2744'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 6
 AU2744'INCHES.  THE MARK IS 173 FEET WEST OF CENTER OF LEVEE, 57.6
 AU2744'FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 100 FEET EAST
 AU2744'OF CENTER OF DRIVEWAY TO HOUSE, 35 FEET NORTH OF CENTER
 AU2744'OF TRACK ROAD AND 2.3 FEET NORTHEAST OF WITNESS POST.
 AU2744'
 AU2744'REFERENCE MARK 3, A STANDARD DISK STAMPED SARAH 2 NO 3 1966,
 AU2744'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 AU2744'4 INCHES.  THE MARK IS 52 FEET WEST OF CENTER OF LEVEE, 44
 AU2744'FEET NORTH OF CENTER OF TRACK ROAD AND 1.4 FEET SOUTH OF
 AU2744'WITNESS POST.
 AU2744'
 AU2744'REFERENCE MARK 4, A STANDARD DISK STAMPED SARAH 2 NO 4 1966,
 AU2744'IS SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 AU2744'6 INCHES.  THE MARK IS 34 FEET NORTHEAST OF NORTHEAST CORNER
 AU2744'OF HOUSE, 34 FEET NORTHWEST OF A LARGE TREE AND 1.4 FEET
 AU2744'SOUTH OF WITNESS POST.
 AU2744'
 AU2744'AZIMUTH MARK, A STANDARD DISK STAMPED SARAH 2 1966, IS CEMENTED
 AU2744'IN A DRILL HOLE IN CONCRETE FOUNDATION OF MISSISSIPPI RIVER
 AU2744'OAKVILLE LIGHT 69.9.  THE FOUNDATION PROJECTS ABOUT 15 INCHES
 AU2744'AND IS ABOUT 9 FEET WEST OF CENTER OF TRACK ROAD ON LEVEE.
 AU2744'
 AU2744'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST 175 FEET
 AU2744'TO TOP OF LEVEE, TURN LEFT AND GO NORTHEASTERLY 0.4 MILE TO
 AU2744'MISSISSIPPI RIVER LIGHT AND AZIMUTH MARK.
 AU2744'
 AU2744'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AU2744
 AU2744                          STATION RECOVERY (1970)
 AU2744
 AU2744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AU2744'STATION WAS VISITED 4-1-70.  REFERENCE MARK 4 AND THE AZIMUTH
 AU2744'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 AU2744'MARK 3 WAS FOUND WITH THE TOP OF THE DISK BROKEN OFF BUT
 AU2744'THE SHANK WAS STILL IN PLACE.  THE STATION MARK WAS FOUND BROKEN
 AU2744'OFF ABOUT 6 INCHES BELOW GROUND LEVEL.  A NEW STATION DISK
 AU2744'WAS SET IN A DRILL HOLE IN THE REMAINING CONCRETE POST BY
 AU2744'DISTANCE AND ANGLE MEASUREMENTS TO THE REFERENCE MARKS.  A
 AU2744'REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME.
 AU2744'
 AU2744'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF CHALMETTE,
 AU2744'10 MILES SOUTH-SOUTHEAST OF GRETNA, 9 MILES WEST OF THE
 AU2744'SOUTHWEST EDGE OF LAKE LERY, 6 MILES SOUTHWEST OF BELLE CHASSE
 AU2744'AND ON THE WEST SIDE OF THE MISSISSIPPI RIVER ON PROPERTY
 AU2744'FORMERLY OWNED BY THE LATE JUDGE L. PEREZ.  IT IS 100 FEET
 AU2744'EAST OF THE CENTER OF A DRIVEWAY, 34.6 FEET NORTH OF THE CENTER
 AU2744'OF A TRACK ROAD, 29 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 AU2744'CYCLONE FENCE AND 26 FEET SOUTH OF A POWER POLE.  IT IS A
 AU2744'C AND GS TRIANGULATION STATION DISK, STAMPED SARAH 2 1966
 AU2744'1970, SET IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES BELOW
 AU2744'THE SURFACE OF THE GROUND.
 AU2744'
 AU2744'REFERENCE MARK NO. 3 IS 121.61 FEET EAST OF THE STATION.
 AU2744'IT IS 52 FEET WEST OF THE CENTER OF THE LEVEE, 44 FEET NORTH
 AU2744'OF THE CENTER OF A TRACK ROAD AND AT THE WEST BASE OF THE LEVEE.
 AU2744'IT IS THE CENTER OF THE STEM OF A C AND GS REFERENCE MARK DISK
 AU2744'FLUSH WITH THE GROUND SURFACE.
 AU2744'
 AU2744'REFERENCE MARK NO. 4 IS 112.47 FEET NORTH OF THE STATION.
 AU2744'IT IS 34 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 AU2744'34 FEET NORTHWEST OF A LARGE TREE, 1.4 FEET SOUTH-SOUTHEAST
 AU2744'OF A METAL WITNESS POST AND 1 FOOT EAST OF THE NORTHEAST CORNER
 AU2744'OF THE CYCLONE FENCE.  IT IS A C AND GS REFERENCE MARK DISK,
 AU2744'STAMPED SARAH 2 NO 4 1966, SET IN THE TOP OF A CONCRETE POST
 AU2744'WHICH PROJECTS 4 INCHES.
 AU2744'
 AU2744'REFERENCE MARK NO. 5 IS 74.13 FEET WEST-SOUTHWEST OF THE
 AU2744'STATION.  IT IS 39 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 AU2744'CYCLONE FENCE, 33 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 AU2744'15 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 1.6 FEET
 AU2744'EAST OF A POWER POLE WITH TRANSFORMER.  IT IS A C AND GS
 AU2744'REFERENCE MARK DISK, STAMPED SARAH 2 1966 NO 5 1970, SET IN
 AU2744'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF
 AU2744'THE GROUND.
 AU2744'
 AU2744'THE AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION.  IT
 AU2744'IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 AU2744'CONCRETE FOUNDATION FOR MISSISSIPPI RIVER OAKVILLE LIGHT 69.9.
 AU2744'THE FOUNDATION PROJECTS ABOUT 15 INCHES AND IS ABOUT 9 FEET
 AU2744'WEST OF THE CENTER OF TRACK ROAD RUNNING ALONG THE TOP OF
 AU2744'THE LEVEE.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED SARAH
 AU2744'2 1966.
 AU2744'
 AU2744'TO REACH THE STATION FROM THE POST OFFICE IN BELLE CHASSE,
 AU2744'GO SOUTHERLY ON STATE HIGHWAY 23 FOR 5.5 MILES TO A SIGN ON
 AU2744'THE LEFT OAKVILLE 69.9 (MISSISSIPPI RIVER OAKVILLE LIGHT 69.9
 AU2744'IS VISIBLE TO THE EAST FROM HERE.) CONTINUE AHEAD ON STATE
 AU2744'HIGHWAY 23 FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT
 AU2744'AND GO EAST ON SHELL DRIVEWAY FOR 0.2 MILE TO A HOUSE AND
 AU2744'STATION AS DESCRIBED.
 AU2744'
 AU2744'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 175
 AU2744'FEET TO THE TOP OF THE LEVEE.  TURN LEFT AND GO NORTHEASTERLY
 AU2744'ALONG THE TOP OF THE LEVEE FOR 0.4 MILE TO THE LIGHT AND AND
 AU2744'AZIMUTH MARK.
 AU2744'
 AU2744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 AU2744'SW OF BELLE CHASSE
 AU2744
 AU2744                          STATION RECOVERY (1972)
 AU2744
 AU2744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2744'MEASUREMENTS WERE MADE WITH A 30 METER AND A 300 FOOT TAPE
 AU2744'HOLDING 5 AND 10 KGS. TENSION.
 AU2744'
 AU2744'THE STATION MARK, REFERENCE MARKS 4, 5 AND THE AZIMUTH MARK
 AU2744'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 AU2744'3 HAS BEEN FOUND DESTROYED.  A NEW REFERENCE MARK 6 WAS
 AU2744'ESTABLISHED AT THIS DATE.
 AU2744'
 AU2744'THE HORIZONTAL DIRECTIONS CHECKED THE 1970 DIRECTIONS ADEQUATE.
 AU2744'
 AU2744'THE DISTANCE TO REFERENCE MARK 5 WAS FOUND TO BE IN ERROR
 AU2744'BY 0.050 METERS LONGER.  REFERENCE MARK 4 WAS FOUND TO BE IN
 AU2744'ERROR BY 0.014 METERS LONGER.
 AU2744'
 AU2744'MR. L.F. SMITH ESTABLISHED A NEW STATION MARK IN 1970 HOLDING
 AU2744'THE 1966 ORIGINAL POSITION.
 AU2744'
 AU2744'DUE TO A HOUSE BY SARAH 2 1966 1970 A TOWER WAS ERECT OVER
 AU2744'R.M. 6 AND ALL HORIZONTAL DIRECTIONS OBSERVED.
 AU2744'
 AU2744'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR SARAH 2 R.M. 6.
 AU2744'
 AU2744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AU2744'SSW OF BELLE CHASSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2755 ***********************************************************************
 AU2755  DESIGNATION -  SARAH 2 RM 6
 AU2755  PID         -  AU2755
 AU2755  STATE/COUNTY-  LA/PLAQUEMINES
 AU2755  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2755
 AU2755                         *CURRENT SURVEY CONTROL
 AU2755  ___________________________________________________________________
 AU2755* NAD 83(1992)-  29 46 22.10205(N)    090 01 40.21923(W)     ADJUSTED  
 AU2755* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AU2755  **This station is located in a subsidence area (see below).
 AU2755  ___________________________________________________________________
 AU2755  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2755  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU2755
 AU2755  HORZ ORDER  -  FIRST
 AU2755
 AU2755.The horizontal coordinates were established by classical geodetic methods
 AU2755.and adjusted by the National Geodetic Survey in January 1993..
 AU2755
 AU2755 ** The orthometric height has not been validated since last determined
 AU2755 ** by differential leveling and should not be used for control purposes.
 AU2755 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2755 ** area with valid NAVD 88 orthometric heights.
 AU2755 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2755 ** epoch indicated which incorporates improved geoid heights for the
 AU2755 ** Southern Louisiana Subsidence area.
 AU2755 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2755
 AU2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2755
 AU2755.The geoid height was determined by GEOID03.
 AU2755
 AU2755;                    North         East     Units Scale Factor Converg.
 AU2755;SPC LA S     -   141,802.765 1,126,237.143   MT  0.99993362   +0 39 10.0
 AU2755;SPC LA S     -   465,231.24  3,694,996.36   sFT  0.99993362   +0 39 10.0
 AU2755;UTM  15      - 3,297,314.161   787,374.583   MT  1.00061908   +1 28 36.8
 AU2755;UTM  16      - 3,297,454.324   207,239.509   MT  1.00065764   -1 30 16.5
 AU2755
 AU2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2755!SPC LA S     -   1.00000388  x   0.99993362  =   0.99993750
 AU2755!UTM  15      -   1.00000388  x   1.00061908  =   1.00062296
 AU2755!UTM  16      -   1.00000388  x   1.00065764  =   1.00066152
 AU2755
 AU2755:                Primary Azimuth Mark                     Grid Az
 AU2755:SPC LA S     -  SARAH 2 AZ MK                            019 04 03.2
 AU2755:UTM  15      -  SARAH 2 AZ MK                            018 14 36.4
 AU2755:UTM  16      -  SARAH 2 AZ MK                            021 13 29.7
 AU2755
 AU2755|---------------------------------------------------------------------|
 AU2755| PID    Reference Object                     Distance      Geod. Az  |
 AU2755|                                                           dddmmss.s |
 AU2755| DD8047 SARAH 2 AZ MK                                      0194313.2 |
 AU2755| DD8050 SARAH 2 RM 5                         49.731 METERS 26921     |
 AU2755| AU2744 SARAH 2                              27.204 METERS 27246     |
 AU2755| DD8049 SARAH 2 RM 4                         44.184 METERS 32341     |
 AU2755|---------------------------------------------------------------------|
 AU2755
 AU2755                          SUPERSEDED SURVEY CONTROL
 AU2755
 AU2755  NAD 83(1986)-  29 46 22.11623(N)    090 01 40.22097(W) AD(       ) 1
 AU2755  NAD 27      -  29 46 21.36394(N)    090 01 39.96519(W) AD(       ) 1
 AU2755  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AU2755
 AU2755.Superseded values are not recommended for survey control.
 AU2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2755.See file dsdata.txt to determine how the superseded data were derived.
 AU2755
 AU2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8737597314(NAD 83)
 AU2755_MARKER: DR = REFERENCE MARK DISK
 AU2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2755
 AU2755  HISTORY     - Date     Condition        Report By
 AU2755  HISTORY     - 1972     MONUMENTED       NGS
 AU2755
 AU2755                          STATION DESCRIPTION
 AU2755
 AU2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2755'MEASUREMENTS WERE MADE WITH A 30 METER AND A 300 FOOT TAPE HOLDING 5
 AU2755'AND 10 KGS. TENSION.
 AU2755'
 AU2755'THE STATION IS ABOUT 10 MILES SOUTH-SOUTHEAST OF GRETNA, 6 MILES
 AU2755'SOUTH-SOUTHWEST OF BELLE CHASSE, ON THE WEST SIDE OF THE LEVEE OF
 AU2755'THE MISSISSIPPI RIVER, IN SECTION 8, T 15 S, R 24 E, AND ON LAND
 AU2755'OWNED BY MR. DUTCH ASEVEDO, TELEPHONE NUMBER 656-2273.
 AU2755'
 AU2755'TO REACH THE STATION FROM THE POST OFFICE IN BELLE CHASSE, GO SOUTH
 AU2755'ON STATE HIGHWAY 23 FOR 6.05 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 AU2755'AND GO EAST, CROSSING A RAILROAD TRACK, FOR 0.2 MILE TO A HOUSE AND
 AU2755'THE STATION ON THE LEFT, JUST BEFORE REACHING THE LEVEE.
 AU2755'
 AU2755'THE STATION MARKS ARE STANDARD REFERENCE MARK DISK STAMPED SARAH 2
 AU2755'1966 NO 6 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AU2755'CYLINDRICAL CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND
 AU2755'SURFACE.  IT IS 112 FEET SOUTHEAST OF A 38-INCH HACKBERRY TREE, 96
 AU2755'FEET EAST OF A POWERLINE POLE, 83 FEET WEST OF THE CENTER OF THE
 AU2755'TOP OF LEVEE AND 45 FEET NORTH OF THE CENTER OF THE ROAD LEADING TO
 AU2755'THE LEVEE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 AU2755'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AU2755'
 AU2755'SARAH 2 1966 1970 STATION MARKS ARE STANDARD DISK STAMPED SARAH 2
 AU2755'1966 1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AU2755'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND
 AU2755'SURFACE.  IT IS 49 FEET EAST OF A 24-INCH HACKBERRY TREE, 30 FEET
 AU2755'NORTH OF THE CENTER OF THE ROAD LEADING TO THE LEVEE, 28 FEET SOUTH
 AU2755'OF A WIRE FENCE AND 26 FEET SOUTH OF THE POWERLINE POLE.  THE
 AU2755'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 AU2755'42 INCHES BELOW THE GROUND SURFACE.
 AU2755'
 AU2755'REFERENCE MARK 4, A STANDARD DISK STAMPED SARAH 2 NO 4 1966, IS SET
 AU2755'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 AU2755'INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET SOUTH OF A METAL
 AU2755'WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE CORNER.
 AU2755'
 AU2755'REFERENCE MARK 5, A STANDARD DISK STAMPED SARAH 2 1966 NO 5 1970, IS
 AU2755'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AU2755'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF
 AU2755'THE WIRE FENCE, 33 FEET EAST OF THE CENTER OF THE ROAD LEADING TO
 AU2755'THE HOUSE, 27 FEET SOUTHWEST OF THE 24-INCH HACKBERRY TREE AND 1
 AU2755'FOOT EAST OF A POWERLINE POLE WITH A TRANSFORMER.
 AU2755'
 AU2755'AZIMUTH MARK, A STANDARD DISK STAMPED SARAH 2 1966, IS CEMENTED IN A
 AU2755'DRILL HOLE IN THE NORTHEAST CORNER OF THE BASE OF THE MISSISSIPPI
 AU2755'RIVER LIGHT, LOCATED ON TOP OF THE LEVEE.  IT IS 9 FEET SOUTHWEST
 AU2755'OF THE CENTER OF THE LEVEE ROAD.
 AU2755'
 AU2755'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE LEVEE
 AU2755'ROAD FOR 0.45 MILE TO THE MISSISSIPPI RIVER LIGHT AND THE MARK.
 AU2755'
 AU2755'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1627 ***********************************************************************
 CP1627  DESIGNATION -  SARANAC
 CP1627  PID         -  CP1627
 CP1627  STATE/COUNTY-  LA/TENSAS
 CP1627  USGS QUAD   -  SARANAC (1994)
 CP1627
 CP1627                         *CURRENT SURVEY CONTROL
 CP1627  ___________________________________________________________________
 CP1627* NAD 83(1992)-  32 01 03.37902(N)    091 21 43.57607(W)     ADJUSTED  
 CP1627* NAVD 88     -        21.02   (+/-2cm)      69.0    (feet)  VERTCON   
 CP1627  ___________________________________________________________________
 CP1627  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CP1627  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1627
 CP1627  HORZ ORDER  -  FIRST
 CP1627  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1627
 CP1627.The horizontal coordinates were established by classical geodetic methods
 CP1627.and adjusted by the National Geodetic Survey in May 1994..
 CP1627
 CP1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1627.The vertical order pertains to the NGVD 29 superseded value.
 CP1627
 CP1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1627
 CP1627.The geoid height was determined by GEOID03.
 CP1627
 CP1627;                    North         East     Units Scale Factor Converg.
 CP1627;SPC LA N     -   168,828.795 1,107,491.796   MT  0.99991625   +0 36 05.8
 CP1627;SPC LA N     -   553,899.14  3,633,496.00   sFT  0.99991625   +0 36 05.8
 CP1627;UTM  15      - 3,543,559.535   654,687.715   MT  0.99989510   +0 52 06.8
 CP1627
 CP1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1627!SPC LA N     -   1.00000082  x   0.99991625  =   0.99991707
 CP1627!UTM  15      -   1.00000082  x   0.99989510  =   0.99989592
 CP1627
 CP1627|---------------------------------------------------------------------|
 CP1627| PID    Reference Object                     Distance      Geod. Az  |
 CP1627|                                                           dddmmss.s |
 CP1627| CP1626 SARANAC RM 3                         35.692 METERS 03848     |
 CP1627| CY5476 SARANAC RM 1                         40.563 METERS 10633     |
 CP1627| CP1629 SARANAC AZ MK                                      2082009.1 |
 CP1627| CP2416 SARANAC AZ MK 2                     APPROX. 1.1 KM 2082842.1 |
 CP1627| CP1628 SARANAC RM 4                         37.312 METERS 32547     |
 CP1627| CY5477 SARANAC RM 2                         45.562 METERS 33750     |
 CP1627|---------------------------------------------------------------------|
 CP1627
 CP1627                          SUPERSEDED SURVEY CONTROL
 CP1627
 CP1627  NAD 83(1992)-  32 01 03.38619(N)    091 21 43.57382(W) AD(       ) 1
 CP1627  NAD 83(1986)-  32 01 03.39092(N)    091 21 43.57241(W) AD(       ) 1
 CP1627  NAD 27      -  32 01 02.82807(N)    091 21 43.15546(W) AD(       ) 1
 CP1627  NGVD 29 (??/??/92)   21.036  (m)           69.02   (f) ADJ UNCH    2 1
 CP1627
 CP1627.Superseded values are not recommended for survey control.
 CP1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1627.See file dsdata.txt to determine how the superseded data were derived.
 CP1627
 CP1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5468843560(NAD 83)
 CP1627_MARKER: DS = TRIANGULATION STATION DISK
 CP1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1627_STAMPING: SARANAC 1971
 CP1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1627+STABILITY: SURFACE MOTION
 CP1627
 CP1627  HISTORY     - Date     Condition        Report By
 CP1627  HISTORY     - 1971     MONUMENTED       NGS
 CP1627  HISTORY     - 1973     GOOD             NGS
 CP1627  HISTORY     - 1973     GOOD             NGS
 CP1627  HISTORY     - 1973     GOOD             LADTD
 CP1627  HISTORY     - 1980     GOOD             LADTD
 CP1627  HISTORY     - 1980     GOOD             LADTD
 CP1627  HISTORY     - 1981     GOOD             LADTD
 CP1627  HISTORY     - 1981     GOOD             LADTD
 CP1627
 CP1627                          STATION DESCRIPTION
 CP1627
 CP1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP1627'TENSION PULLED ON MEASUREMENTS WAS 10 KILOS.
 CP1627'
 CP1627'THE STATION IS LOCATED 9 MILES NORTHWEST OF ST. JOSEPH, 9 MILES
 CP1627'SOUTHWEST OF NEWELLTON ON THE RIGHT-OF-WAY OF LOUISIANA STATE
 CP1627'HIGHWAY DEPARTMENT AND IN SECTION 17, T 12 N, R 11 E.
 CP1627'
 CP1627'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND
 CP1627'STATE HIGHWAY 128 AT A GULF SERVICE STATION 19-3/4 MILES
 CP1627'EAST OF WINNSBORO ALONG STATE HIGHWAY 4, GO SOUTHEAST ON STATE
 CP1627'HIGHWAY 128 FOR 7.55 MILES TO JUNCTION OF STATE HIGHWAY 573
 CP1627'AND THE STATION IN THE ANGLE OF THE HIGHWAYS.
 CP1627'
 CP1627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 CP1627'HIGHWAY 573 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 CP1627'DESCRIBED.
 CP1627'
 CP1627'THE STATION MARKS ARE STANDARD DISKS STAMPED SARANAC 1971.  THE
 CP1627'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP1627'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 80
 CP1627'FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 128, 67 FEET
 CP1627'NORTHEAST OF THE CENTER OF STATE HIGHWAY 573 AND 66 FEET
 CP1627'SOUTHEAST OF THE CENTER OF A CONNECTING ROAD.  THE UNDERGROUND
 CP1627'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 CP1627'INCHES BELOW THE GROUND SURFACE.
 CP1627'
 CP1627'REFERENCE MARK 1, A STANDARD DISK STAMPED SARANAC NO 1 1971, IS
 CP1627'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1627'IS FLUSH WITH THE GROUND SURFACE.  IT IS 177 FEET SOUTHEAST OF
 CP1627'THE CENTER OF THE CONNECTING ROAD, 17.5 FEET SOUTH-SOUTHWEST OF
 CP1627'THE CENTER OF STATE HIGHWAY 128 AND 1.4 FEET NORTHWEST OF
 CP1627'LOUISIANA DEPARTMENT OF HIGHWAYS SIGN 128.
 CP1627'
 CP1627'REFERENCE MARK 2, A STANDARD DISK STAMPED SARANAC NO 2 1971,
 CP1627'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP1627'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 75 FEET NORTHWEST
 CP1627'OF THE CENTER OF THE CONNECTING ROAD, 71 FEET NORTHEAST OF THE
 CP1627'CENTER OF STATE HIGHWAY 573, 17.5 FEET SOUTHWEST OF THE CENTER
 CP1627'OF STATE HIGHWAY 128 AND 1 FOOT SOUTHEAST OF STATE HIGHWAY
 CP1627'SIGN 128.
 CP1627'
 CP1627'AZIMUTH MARK, A STANDARD DISK STAMPED SARANAC 1971, IS SET
 CP1627'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1627'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET
 CP1627'NORTH-NORTHEAST OF A POWERLINE POLE, 30 FEET SOUTHEAST OF THE
 CP1627'CENTER OF STATE HIGHWAY 573, 30 FEET SOUTHWEST OF THE CENTER OF A
 CP1627'FIELD ROAD AND 4.9 FEET NORTH-NORTHEAST OF A METAL WITNESS
 CP1627'POST WITH SIGN.
 CP1627'
 CP1627'HEIGHT OF LIGHT ABOVE STATION MARK 41.8 METERS.
 CP1627
 CP1627                          STATION RECOVERY (1973)
 CP1627
 CP1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 CP1627'THE STATION WAS VISITED 4-17-73 AND THE STATION AND ALL THE
 CP1627'MARKS WERE FOUND IN GOOD CONDITION.  STATE HIGHWAY 128 WILL
 CP1627'BE UNDER CONSTRUCTION AND SINCE BOTH REFERENCE MARKS NO. 1 AND
 CP1627'NO. 2 ARE SET IN THE SHOULDER OF THE ROAD 3 FEET FROM THE EDGE
 CP1627'OF THE PAVEMENT THEY REQUESTED MOVED BY THE STATE HIGHWAY
 CP1627'DEPARTMENT.  REFERENCE MARK NO. 3 AND 4 WERE ESTABLISHED AT
 CP1627'THIS DATE.  THE STATION AND AZIMUTH MARK WERE LEFT AS FOUND.  A
 CP1627'NEW DESCRIPTION FOLLOWS--
 CP1627'
 CP1627'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF ST. JOSEPH,
 CP1627'9.0 MILES SOUTHWEST OF NEWELLTON, IN SEC. 17, T12N, R 11E, ON
 CP1627'THE RIGHT-OF-WAY OF STATE HIGHWAY AND AT THE INTERSECTION OF
 CP1627'STATE HIGHWAYS 128 AND 573, IN AN AREA JUST SOUTH OF THE TRIANGLE
 CP1627'FORMED BY THE ROADS.  IT IS 79 FEET SOUTHWEST OF THE CENTER OF
 CP1627'STATE HIGHWAY 128, 68 FEET NORTHEAST OF THE CENTER OF STATE
 CP1627'HIGHWAY 573, 66 FEET SOUTHEAST OF THE CENTER OF A CONNECTING
 CP1627'ROAD, 67 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER AND 77 FEET
 CP1627'NORTHWEST OF A RIGHT-OF-WAY MARKER AND 1 FOOT NORTH OF A
 CP1627'METAL WITNESS POST.  IT IS A TRIANGULATON STATION DISK
 CP1627'STAMPED SARANAC 1971, 2 INCHES BELOW THE SURFACE OF THE
 CP1627'GROUND.
 CP1627'
 CP1627'REFERENCE MARK NO. 3 IS 117.10 FEET EASTNORTHEAST OF THE
 CP1627'STATION.  IT IS 38 FEET EAST-NORTHEAST OF THE CENTER OF THE
 CP1627'HIGHWAY 128, 3 FEET NORTHWEST OF A POWER POLE, 1 FOOR SOUTHEAST
 CP1627'OF A METAL WITNESS POST AND IN LINE WITH A ROW OF POLES.  IT IS
 CP1627'A REFERENCE MARK DISK STAMPED SARANAC NO 3 1971, FLUSH WITH THE
 CP1627'GROUND.
 CP1627'
 CP1627'REFERENCE MARK NO. 4 IS 122.41 FEET NORTHWEST OF THE STATION.  IT
 CP1627'IS 53.5 FEET SOUTHWEST OF STATE HIGHWAY 128, 43 FEET NORTHEAST
 CP1627'OF STATE HIGHWAY 573, AND 57 FEET NORTH-NORTHWEST OF THE
 CP1627'CONNECTING ROAD AND 1 FOOT NORTH OF THE METAL WITNESS POST.  IT
 CP1627'IS A REFERENCE MARK DISK STAMPED SARANAC NO 4 1971 FLUSH WITH
 CP1627'THE GROUND.
 CP1627'
 CP1627'THE AZIMUTH MARK IS 0.65 MILE SOUTHWEST OF THE STATION, ACROSS
 CP1627'STATE HIGHWAY 573 FROM THREE LARGE PECAN TREES.  IT IS 54.5
 CP1627'FEET NORTHEAST OF A POWER POLE, 4 FEET NORTHWEST OF A ROW OF
 CP1627'POLES, 30.5 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 573, 1
 CP1627'FOOT NORTHWEST OF AN OLD FENCE LINE, 61 FEET SOUTHEAST OF A
 CP1627'3-FOOT PECAN TREE, 31.5 FEET SOUTH OF A FIELD ROAD, AND 1 FOOT
 CP1627'SOUTHEAST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 CP1627'STAMPED SARANAC 1971 PROJECTING 4 INCHES.
 CP1627'
 CP1627'TO REACH THE STATION FROM ST. JOSEPH GO NORTHWEST ON STATE
 CP1627'HIGHWAY 128 FOR 3.5 MILES TO ITS INTERSECTION WITH U.S. HIGHWAY
 CP1627'65, TURN LEFT AND GO SOUTHWEST FOR 0.3 MILE TO WHERE STATE
 CP1627'HIGHWAY 128 LEAVES U.S. HIGHWAY 65, TURN RIGHT AND GO NORTHWEST
 CP1627'ON STATE HIGHWAY 128 FOR 7.4 MILES TO THE JUNCTION WITH STATE
 CP1627'HIGHWAY 573 AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 CP1627'MARK TURN LEFT AND GO SOUTH ON STATE HIGHWAY 573 FOR 0.65 MILE
 CP1627'TO THE AZIMUTH MARK ON THE LEFT.
 CP1627'
 CP1627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP1627'9.0 MILES SW OF NEWELLTON.
 CP1627
 CP1627                          STATION RECOVERY (1973)
 CP1627
 CP1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PHA)
 CP1627'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK WERE
 CP1627'RECOVERED AND FOUND IN GOOD CONDITION.
 CP1627'
 CP1627'TO REACH THE STATION FROM DAVIDSON HIGH SCHOOL IN ST. JOSEPH, DRIVE
 CP1627'NORTHWEST ALONG LOUISIANA HIGHWAY 128 ABOUT 3.10 MILES TO THE
 CP1627'INTERSECTION OF LOUISIANA HIGHWAY 128 AND U.S. HIGHWAY 65.  THENCE
 CP1627'ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 65 TO THE
 CP1627'INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 128.  THENCE
 CP1627'ABOUT 7.75 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128.  THE
 CP1627'STATION IS SET ON THE LEFT AND SOUTHWEST OF THE HIGHWAY NEAR THE
 CP1627'INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 573.
 CP1627'
 CP1627'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ON
 CP1627'LOUISIANA HIGHWAY 573 FOR 0.70 MILE TO THE MARK WHICH IS SET ON THE
 CP1627'LEFT AND EAST OF THE HIGHWAY NEAR A FIELD ACCESS RAMP.
 CP1627'
 CP1627'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CP1627'TRIANGULATION STATION DISK STAMPED SARANAC 1971.  IT IS SET IN THE
 CP1627'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET FLUSH WITH THE
 CP1627'GROUND.  IT IS 79.5 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA
 CP1627'HIGHWAY 128, 61.7 FEET SOUTHEAST OF THE CENTERLINE OF AN ACCESS
 CP1627'ROAD, AND 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CP1627'
 CP1627'REFERENCE MARK 3 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 CP1627'MARK DISK STAMPED SARANAC NO 3 1973.  IT IS SET IN THE TOP OF A
 CP1627'12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE
 CP1627'GROUND.  IT IS 38.0 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 CP1627'HIGHWAY 128, 2.6 FEET NORTH OF A POWER POLE AND 1.2 FEET
 CP1627'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CP1627'
 CP1627'REFERENCE MARK 4 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 CP1627'MARK DISK STAMPED SARANAC NO 4 1973.  IT IS SET IN THE TOP OF A
 CP1627'12-INCH CYLINDRICAL CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 CP1627'IT IS 53.5 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP1627'128, 44.5 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP1627'573, 56.0 FEET NORTHWEST OF THE CENTERLINE OF AN ACCESS ROAD
 CP1627'BETWEEN THE TWO HIGHWAYS, AND 1.6 FEET NORTHEAST OF A METAL
 CP1627'WITNESS POST AND SIGN.
 CP1627'
 CP1627'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY AZIMUTH
 CP1627'MARK DISK STAMPED SARANAC 1971.  IT IS SET IN THE TOP OF A 12-INCH
 CP1627'CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.
 CP1627'IT IS 29.5 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 573, 55.0
 CP1627'FEET NORTH OF A POWER POLE, 2.0 FEET WEST OF A BARBED WIRE FENCE,
 CP1627'31.0 FEET SOUTH OF THE CENTERLINE OF A FIELD ACCESS RAMP, AND
 CP1627'1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 CP1627
 CP1627                          STATION RECOVERY (1973)
 CP1627
 CP1627'RECOVERY NOTE BY LA TRANSP AND DEV 1973
 CP1627'11.10 MI NW FROM ST JOSEPH.
 CP1627'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1627'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1627'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1627'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1627'HIGHWAY 128.  THENCE ABOUT 7.75 MILES NORTHWEST ALONG LOUISIANA
 CP1627'HIGHWAY 128 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 573. IT
 CP1627'IS 79.5 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 128,
 CP1627'61.7 FEET SOUTHEAST OF THE CENTERLINE OF AN ACCESS ROAD.  SET IN TOP
 CP1627'OF A CONCRETE POST SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS
 CP1627'SET 1.5 FEET SOUTH OF THE MARK.  SECTION 17, T 12N, R 11E.
 CP1627
 CP1627                          STATION RECOVERY (1980)
 CP1627
 CP1627'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 CP1627'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CP1627'DESCRIBED.
 CP1627'
 CP1627'THE AZIMUTH WAS FOUND TO BE DESTROYED.  THE TOP OF THE MARK
 CP1627'HAS BEEN BROKEN OFF.  REFERENCE MARKS 3 AND 4 WERE FOUND TO BE IN
 CP1627'GOOD CONDITION AND IN NO DANGER.
 CP1627
 CP1627                          STATION RECOVERY (1980)
 CP1627
 CP1627'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1627'RECOVERED IN GOOD CONDITION.
 CP1627
 CP1627                          STATION RECOVERY (1981)
 CP1627
 CP1627'RECOVERY NOTE BY LA TRANSP AND DEV 1981 (TLH)
 CP1627'THE STATION MARK, RM 3 AND RM 4 WERE RECOVERED IN GOOD CONDITION.
 CP1627'THE AZIMUTH MARK WAS FOUND DESTROYED.  THE ANGLES AND DISTANCES TO
 CP1627'THE RM CHECKED ADEQUATE TO THE 1973 DATA.  A NEW AZIMUTH MARK 2 WAS
 CP1627'ESTABLISHED AND A DESCRIPTION FOLLOWS.
 CP1627'
 CP1627'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP1627'STAMPED ---SARANAC 1971 1981--- SET INTO THE TOP OF A ROUND CONCRETE
 CP1627'MONUMENT 30.5 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP1627'LOCATED 30.0 METERS (98.5 FEET) SSW FROM A 60-INCH PECAN TREE, 26.5
 CP1627'METERS (87.0 FEET) SW FROM THE CENTER OF A DRIVE TO A FIELD, 8.7
 CP1627'METERS (28.5 FEET) SE FROM THE CENTER OF STATE HIGHWAY 573, AND 0.9
 CP1627'METER (3.0 FEET) NW FROM A POWER POLE WITH WITNESS SIGNS ATTACHED.
 CP1627'
 CP1627'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 CP1627'HIGHWAY 573 1.09 KM OR (0.68 MI) TO THE AZIMUTH MARK ON THE LEFT NEAR
 CP1627'A POWER POLE.
 CP1627
 CP1627                          STATION RECOVERY (1981)
 CP1627
 CP1627'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CP1627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1629 ***********************************************************************
 CP1629  DESIGNATION -  SARANAC AZ MK
 CP1629  PID         -  CP1629
 CP1629  STATE/COUNTY-  LA/TENSAS
 CP1629  USGS QUAD   -  SARANAC (1994)
 CP1629
 CP1629                         *CURRENT SURVEY CONTROL
 CP1629  ___________________________________________________________________
 CP1629* NAD 83(1986)-  32 00 32.     (N)    091 22 05.     (W)     SCALED    
 CP1629* NAVD 88     -        21.37   (+/-2cm)      70.1    (feet)  VERTCON   
 CP1629  ___________________________________________________________________
 CP1629  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP1629
 CP1629  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1629
 CP1629.The horizontal coordinates were scaled from a topographic map and have
 CP1629.an estimated accuracy of +/- 6 seconds.
 CP1629
 CP1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1629.The vertical order pertains to the NGVD 29 superseded value.
 CP1629
 CP1629.The geoid height was determined by GEOID03.
 CP1629
 CP1629;                    North         East    Units  Estimated Accuracy
 CP1629;SPC LA N     -   167,860.    1,106,940.      MT  (+/- 180 meters Scaled)
 CP1629
 CP1629                          SUPERSEDED SURVEY CONTROL
 CP1629
 CP1629  NGVD 29 (??/??/92)   21.381  (m)           70.15   (f) ADJ UNCH    2 1
 CP1629
 CP1629.Superseded values are not recommended for survey control.
 CP1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1629.See file dsdata.txt to determine how the superseded data were derived.
 CP1629
 CP1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR541425(NAD 83)
 CP1629_MARKER: DZ = AZIMUTH MARK DISK
 CP1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1629_STAMPING: SARANAC 1971
 CP1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1629+STABILITY: SURFACE MOTION
 CP1629
 CP1629  HISTORY     - Date     Condition        Report By
 CP1629  HISTORY     - 1971     MONUMENTED       NGS
 CP1629  HISTORY     - 1973     GOOD             LADTD
 CP1629
 CP1629                          STATION DESCRIPTION
 CP1629
 CP1629'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1629'11.80 MI NW FROM ST JOSEPH.
 CP1629'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1629'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1629'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1629'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1629'HIGHWAY 128.  THENCE ABOUT 7.75 MILES NORTHWEST ALONG LOUISIANA
 CP1629'HIGHWAY 128 TO THE INTERSECTION OF LOUISIANA HIGHWAY 128 AND LOUISIANA
 CP1629'HIGHWAY 573.  THENCE ABOUT 0.70 MILE SOUTHWEST ALONG LOUISIANA HIGHWAY
 CP1629'573.  IT IS 29.5 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 573,
 CP1629'55.0 FEET NORTH OF A POWERPOLE, 2.0 FEET WEST OF A BARBED WIRE FENCE,
 CP1629'31.0 FEET SOUTH OF THE CENTERLINE OF A FIELD ACCESS RAMP. SET IN TOP
 CP1629'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. A STEEL
 CP1629'WITNESS POST IS SET 1.0 FOOT NORTH OF THE MARK. SECTION 20, T 12N, R
 CP1629'11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2416 ***********************************************************************
 CP2416  DESIGNATION -  SARANAC AZ MK 2
 CP2416  PID         -  CP2416
 CP2416  STATE/COUNTY-  LA/TENSAS
 CP2416  USGS QUAD   -  SARANAC (1994)
 CP2416
 CP2416                         *CURRENT SURVEY CONTROL
 CP2416  ___________________________________________________________________
 CP2416* NAD 83(1992)-  32 00 33.06893(N)    091 22 02.87257(W)     ADJUSTED  
 CP2416* NAVD 88     -        21.14   (+/-2cm)      69.4    (feet)  VERTCON   
 CP2416  ___________________________________________________________________
 CP2416  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CP2416  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CP2416
 CP2416  HORZ ORDER  -  THIRD
 CP2416  VERT ORDER  -  THIRD (See Below)
 CP2416
 CP2416.The horizontal coordinates were established by classical geodetic methods
 CP2416.and adjusted by the National Geodetic Survey in May 1994..
 CP2416
 CP2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2416.The vertical order pertains to the NGVD 29 superseded value.
 CP2416
 CP2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2416
 CP2416.The geoid height was determined by GEOID03.
 CP2416
 CP2416;                    North         East     Units Scale Factor Converg.
 CP2416;SPC LA N     -   167,890.010 1,106,995.222   MT  0.99991601   +0 35 55.6
 CP2416;SPC LA N     -   550,819.14  3,631,866.82   sFT  0.99991601   +0 35 55.6
 CP2416;UTM  15      - 3,542,618.468   654,195.529   MT  0.99989323   +0 51 55.8
 CP2416
 CP2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2416!SPC LA N     -   1.00000080  x   0.99991601  =   0.99991681
 CP2416!UTM  15      -   1.00000080  x   0.99989323  =   0.99989403
 CP2416
 CP2416                          SUPERSEDED SURVEY CONTROL
 CP2416
 CP2416  NAD 83(1992)-  32 00 33.07610(N)    091 22 02.87033(W) AD(       ) 3
 CP2416  NAD 83(1986)-  32 00 33.08085(N)    091 22 02.86890(W) AD(       ) 3
 CP2416  NGVD 29 (11/02/92)   21.16   (m)           69.4    (f) LEVELING    3  
 CP2416
 CP2416.Superseded values are not recommended for survey control.
 CP2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2416.See file dsdata.txt to determine how the superseded data were derived.
 CP2416
 CP2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5419642618(NAD 83)
 CP2416_MARKER: DZ = AZIMUTH MARK DISK
 CP2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2416_SP_SET: CONCRETE POST
 CP2416_STAMPING: SARANAC 1971 1981
 CP2416_MARK LOGO: NGS   
 CP2416_PROJECTION: FLUSH
 CP2416_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2416+STABILITY: SURFACE MOTION
 CP2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2416+SATELLITE: SATELLITE OBSERVATIONS - 1981
 CP2416
 CP2416  HISTORY     - Date     Condition        Report By
 CP2416  HISTORY     - 1981     MONUMENTED       NGS
 CP2416  HISTORY     - 1981     GOOD             LADTD
 CP2416
 CP2416                          STATION DESCRIPTION
 CP2416
 CP2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CP2416'THE STATION MARK, RM 3 AND RM 4 WERE RECOVERED IN GOOD CONDITION.  THE
 CP2416'AZIMUTH MARK WAS FOUND DESTROYED.  THE ANGLES AND DISTANCES TO THE
 CP2416'RM'S CHECKED ADEQUATE TO THE 1973 DATA.  A NEW AZIMUTH MARK 2 WAS
 CP2416'ESTABLISHED AND A DESCRIPTION FOLLOWS.
 CP2416' 
 CP2416'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--SARANAC 1971 1981--, SET
 CP2416'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30.5 CM IN
 CP2416'DIAMETER FLUSH WITH GROUND LOCATED 98.5 FT (30.0 M) SSW FROM A 60 INCH
 CP2416'PECAN TREE, 87.0 FT (26.5 M) SW FROM THE CENTER OF A DRIVE TO A FIELD,
 CP2416'28.5 FT (8.7 M) SE FROM THE CENTER OF STATE HIGHWAY 573, AND 3.0 FT
 CP2416'(0.9 M) NW FROM A POWER POLE WITH WITNESS SIGNS ATTACHED.
 CP2416' 
 CP2416'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 CP2416'HIGHWAY 573 1.09 KM OR (0.68 MI) TO THE AZIMUTH MARK ON THE LEFT NEAR
 CP2416'A POWER POLE.
 CP2416
 CP2416                          STATION RECOVERY (1981)
 CP2416
 CP2416'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CP2416'14.0 KM (8.7 MI) NW FROM ST JOSEPH.
 CP2416'5 KM (3.10 MI) NORTHWEST ALONG STATE HIGHWAY 128 FROM THE DAVIDSON
 CP2416'HIGH SCHOOL IN ST JOSEPH TO THE INTERSECTION OF STATE HIGHWAY 128 AND
 CP2416'U.S. HIGHWAY 65, THENCE ABOUT 0.40 KM (0.25 MI) SOUTHWEST ALONG U.S.
 CP2416'HIGHWAY 65 TO THE INTERSECTION OF U.S. 65 AND STATE HIGHWAY 128,
 CP2416'THENCE ABOUT 12.47 KM (7.75 MI) NORTHWEST ALONG STATE HIGHWAY 128 TO
 CP2416'THE INTERSECTION OF STATE HIGHWAYS 128 AND 573, THENCE ABOUT 1.09 KM
 CP2416'(0.68 MI) SOUTHWEST ALONG STATE HIGHWAY 573 TO A DRIVE TO A FIELD AND
 CP2416'THE MARK ON THE LEFT NEAR A POWER POLE, 30 METERS (98.5 FT)
 CP2416'SOUTH-SOUTHWEST OF A 60 INCH PECAN TREE, 26.5 METERS (87 FT) SOUTHWEST
 CP2416'OF THE CENTER OF A FIELD DRIVE, 8.7 METERS (28.5 FT) SOUTHEAST OF THE
 CP2416'CENTER OF STATE HIGHWAY 573, 0.9 METER (3 FT) NORTHWEST OF A POWER
 CP2416'POLE WITH WITNESS SIGNS ATTACHED.
 CP2416'THE MARK IS 0.91 M BELOW STATE HIGHWAY 573.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1626 ***********************************************************************
 CP1626  DESIGNATION -  SARANAC RM 3
 CP1626  PID         -  CP1626
 CP1626  STATE/COUNTY-  LA/TENSAS
 CP1626  USGS QUAD   -  SARANAC (1994)
 CP1626
 CP1626                         *CURRENT SURVEY CONTROL
 CP1626  ___________________________________________________________________
 CP1626* NAD 83(1992)-  32 01 04.28219(N)    091 21 42.72400(W)     ADJUSTED  
 CP1626* NAVD 88     -        21.26   (+/-2cm)      69.8    (feet)  VERTCON   
 CP1626  ___________________________________________________________________
 CP1626  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CP1626  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1626
 CP1626  HORZ ORDER  -  THIRD
 CP1626  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1626
 CP1626.The horizontal coordinates were established by classical geodetic methods
 CP1626.and adjusted by the National Geodetic Survey in May 1994..
 CP1626
 CP1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1626.The vertical order pertains to the NGVD 29 superseded value.
 CP1626
 CP1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1626
 CP1626.The geoid height was determined by GEOID03.
 CP1626
 CP1626;                    North         East     Units Scale Factor Converg.
 CP1626;SPC LA N     -   168,856.845 1,107,513.861   MT  0.99991626   +0 36 06.2
 CP1626;SPC LA N     -   553,991.17  3,633,568.39   sFT  0.99991626   +0 36 06.2
 CP1626;UTM  15      - 3,543,587.687   654,709.649   MT  0.99989518   +0 52 07.3
 CP1626
 CP1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1626!SPC LA N     -   1.00000078  x   0.99991626  =   0.99991704
 CP1626!UTM  15      -   1.00000078  x   0.99989518  =   0.99989596
 CP1626
 CP1626                          SUPERSEDED SURVEY CONTROL
 CP1626
 CP1626  NAD 83(1992)-  32 01 04.28936(N)    091 21 42.72176(W) AD(       ) 3
 CP1626  NAD 83(1986)-  32 01 04.29410(N)    091 21 42.72033(W) AD(       ) 3
 CP1626  NGVD 29 (??/??/92)   21.278  (m)           69.81   (f) ADJ UNCH    2 1
 CP1626
 CP1626.Superseded values are not recommended for survey control.
 CP1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1626.See file dsdata.txt to determine how the superseded data were derived.
 CP1626
 CP1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5471043588(NAD 83)
 CP1626_MARKER: DR = REFERENCE MARK DISK
 CP1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1626_STAMPING: SARANAC NO 3 1973
 CP1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1626+STABILITY: SURFACE MOTION
 CP1626
 CP1626  HISTORY     - Date     Condition        Report By
 CP1626  HISTORY     - 1973     MONUMENTED       NGS
 CP1626  HISTORY     - 1980     GOOD             LADTD
 CP1626  HISTORY     - 1981     GOOD             LADTD
 CP1626
 CP1626                          STATION DESCRIPTION
 CP1626
 CP1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP1626'11.10 MI NW FROM ST JOSEPH.
 CP1626'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1626'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1626'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1626'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1626'HIGHWAY 128.  THENCE ABOUT 7.75 MILES NORTHWEST ALONG LOUISIANA
 CP1626'HIGHWAY 128 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 573. IT
 CP1626'IS 38.0 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 128, 2.6
 CP1626'FEET NORTH OF A POWERPOLE.  SET IN TOP OF A CONCRETE POST PROJECTING 2
 CP1626'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.2 FEET
 CP1626'NORTHWEST OF THE MARK.  SECTION 17, T 12N, R 11E.
 CP1626
 CP1626                          STATION RECOVERY (1980)
 CP1626
 CP1626'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1626'RECOVERED IN GOOD CONDITION.
 CP1626
 CP1626                          STATION RECOVERY (1981)
 CP1626
 CP1626'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CP1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1628 ***********************************************************************
 CP1628  DESIGNATION -  SARANAC RM 4
 CP1628  PID         -  CP1628
 CP1628  STATE/COUNTY-  LA/TENSAS
 CP1628  USGS QUAD   -  SARANAC (1994)
 CP1628
 CP1628                         *CURRENT SURVEY CONTROL
 CP1628  ___________________________________________________________________
 CP1628* NAD 83(1992)-  32 01 04.38073(N)    091 21 44.37553(W)     ADJUSTED  
 CP1628* NAVD 88     -        21.15   (+/-2cm)      69.4    (feet)  VERTCON   
 CP1628  ___________________________________________________________________
 CP1628  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CP1628  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP1628
 CP1628  HORZ ORDER  -  THIRD
 CP1628  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1628
 CP1628.The horizontal coordinates were established by classical geodetic methods
 CP1628.and adjusted by the National Geodetic Survey in May 1994..
 CP1628
 CP1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1628.The vertical order pertains to the NGVD 29 superseded value.
 CP1628
 CP1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1628
 CP1628.The geoid height was determined by GEOID03.
 CP1628
 CP1628;                    North         East     Units Scale Factor Converg.
 CP1628;SPC LA N     -   168,859.425 1,107,470.495   MT  0.99991626   +0 36 05.4
 CP1628;SPC LA N     -   553,999.63  3,633,426.12   sFT  0.99991626   +0 36 05.4
 CP1628;UTM  15      - 3,543,590.065   654,666.272   MT  0.99989502   +0 52 06.4
 CP1628
 CP1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1628!SPC LA N     -   1.00000080  x   0.99991626  =   0.99991706
 CP1628!UTM  15      -   1.00000080  x   0.99989502  =   0.99989582
 CP1628
 CP1628|---------------------------------------------------------------------|
 CP1628| PID    Reference Object                     Distance      Geod. Az  |
 CP1628|                                                           dddmmss.s |
 CP1628| CP1626 SARANAC RM 3                         43.447 METERS 09400     |
 CP1628| CP1627 SARANAC                              37.312 METERS 14547     |
 CP1628| CP1629 SARANAC AZ MK                                      2063301.2 |
 CP1628|---------------------------------------------------------------------|
 CP1628
 CP1628                          SUPERSEDED SURVEY CONTROL
 CP1628
 CP1628  NAD 83(1992)-  32 01 04.38790(N)    091 21 44.37329(W) AD(       ) 3
 CP1628  NAD 83(1986)-  32 01 04.39268(N)    091 21 44.37191(W) AD(       ) 3
 CP1628  NGVD 29 (??/??/92)   21.165  (m)           69.44   (f) ADJ UNCH    2 1
 CP1628
 CP1628.Superseded values are not recommended for survey control.
 CP1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1628.See file dsdata.txt to determine how the superseded data were derived.
 CP1628
 CP1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5466643590(NAD 83)
 CP1628_MARKER: DR = REFERENCE MARK DISK
 CP1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1628_STAMPING: SARANAC NO 4 1973
 CP1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1628+STABILITY: SURFACE MOTION
 CP1628
 CP1628  HISTORY     - Date     Condition        Report By
 CP1628  HISTORY     - 1973     MONUMENTED       NGS
 CP1628  HISTORY     - 1980     GOOD             LADTD
 CP1628
 CP1628                          STATION DESCRIPTION
 CP1628
 CP1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP1628'11.10 MI NW FROM ST JOSEPH.
 CP1628'ABOUT 3.10 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 128 FROM DAVIDSON
 CP1628'HIGH SCHOOL IN ST. JOSEPH TO THE INTERSECTION OF LOUISIANA HIGHWAY 128
 CP1628'AND U.S. HIGHWAY 65.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG U.S.
 CP1628'HIGHWAY 65 TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA
 CP1628'HIGHWAY 128.  THENCE ABOUT 7.75 MILES NORTHWEST ALONG LOUISIANA
 CP1628'HIGHWAY 128 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 573. IT
 CP1628'IS 53.5 FEET SOUTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 128,
 CP1628'44.5 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 573, 56.0
 CP1628'FEET NORTHWEST OF THE CENTERLINE OF AN ACCESS ROAD BETWEEN THE TWO
 CP1628'HIGHWAYS.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. A
 CP1628'STEEL WITNESS POST IS SET 1.6 FEET SOUTHWEST OF THE MARK.  SECTION 17,
 CP1628'T 12N, R 11E.
 CP1628
 CP1628                          STATION RECOVERY (1980)
 CP1628
 CP1628'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2741 ***********************************************************************
 BX2741  DESIGNATION -  SARDIS
 BX2741  PID         -  BX2741
 BX2741  STATE/COUNTY-  LA/WINN
 BX2741  USGS QUAD   -  ATLANTA (1984)
 BX2741
 BX2741                         *CURRENT SURVEY CONTROL
 BX2741  ___________________________________________________________________
 BX2741* NAD 83(1992)-  31 50 39.48171(N)    092 42 26.52536(W)     ADJUSTED  
 BX2741* NAVD 88     -        85.7    (meters)     281.     (feet)  VERTCON   
 BX2741  ___________________________________________________________________
 BX2741  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BX2741  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX2741
 BX2741  HORZ ORDER  -  FIRST
 BX2741
 BX2741.The horizontal coordinates were established by classical geodetic methods
 BX2741.and adjusted by the National Geodetic Survey in January 1993..
 BX2741
 BX2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2741
 BX2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2741
 BX2741.The geoid height was determined by GEOID03.
 BX2741
 BX2741;                    North         East     Units Scale Factor Converg.
 BX2741;SPC LA N     -   149,067.857   980,373.760   MT  0.99991556   -0 06 34.7
 BX2741;SPC LA N     -   489,066.79  3,216,442.91   sFT  0.99991556   -0 06 34.7
 BX2741;UTM  15      - 3,523,215.093   527,687.302   MT  0.99960945   +0 09 15.8
 BX2741
 BX2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2741!SPC LA N     -   0.99999061  x   0.99991556  =   0.99990617
 BX2741!UTM  15      -   0.99999061  x   0.99960945  =   0.99960006
 BX2741
 BX2741:                Primary Azimuth Mark                     Grid Az
 BX2741:SPC LA N     -  SARDIS AZ MK                             002 18 40.8
 BX2741:UTM  15      -  SARDIS AZ MK                             002 02 50.3
 BX2741
 BX2741|---------------------------------------------------------------------|
 BX2741| PID    Reference Object                     Distance      Geod. Az  |
 BX2741|                                                           dddmmss.s |
 BX2741| CY5478 SARDIS AZ MK                                       0021206.1 |
 BX2741| BX2748 WINNFIELD CABLE TV MAST             APPROX.11.6 KM 0321252.8 |
 BX2741| BX2747 WINNFIELD KC SO KEY 88 MICRO        APPROX.10.6 KM 0363603.3 |
 BX2741| BX2746 WINNFIELD NEW MUN WATER TANK        APPROX.10.8 KM 0370250.0 |
 BX2741| BX2738 WINNFIELD TREMONT LUM CO S TK       APPROX.15.9 KM 0452246.8 |
 BX2741| CY5479 SARDIS RM 1                          27.161 METERS 05959     |
 BX2741| BX2737 WINNFIELD S CEN TT MICROWAVE        APPROX.12.4 KM 0704159.0 |
 BX2741| BX2778 ATLANTA                             APPROX. 7.9 KM 2512041.1 |
 BX2741| BX2742 SARDIS LOOKOUT TOWER                 55.560 METERS 27549     |
 BX2741| BX2776 GUM SPRINGS LOOKOUT TOWER           APPROX. 9.4 KM 3102217.6 |
 BX2741| BX1445 C 3406 LAGS                          38.828 METERS 32241     |
 BX2741|---------------------------------------------------------------------|
 BX2741
 BX2741                          SUPERSEDED SURVEY CONTROL
 BX2741
 BX2741  NAD 83(1986)-  31 50 39.49614(N)    092 42 26.51687(W) AD(       ) 1
 BX2741  NAD 27      -  31 50 38.90070(N)    092 42 25.97585(W) AD(       ) 1
 BX2741  NGVD 29 (07/19/86)   85.7    (m)          281.     (f) VERT ANG       
 BX2741
 BX2741.Superseded values are not recommended for survey control.
 BX2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2741.See file dsdata.txt to determine how the superseded data were derived.
 BX2741
 BX2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2768723215(NAD 83)
 BX2741_MARKER: DS = TRIANGULATION STATION DISK
 BX2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2741
 BX2741  HISTORY     - Date     Condition        Report By
 BX2741  HISTORY     - 1969     MONUMENTED       CGS
 BX2741  HISTORY     - 1974     GOOD             NGS
 BX2741  HISTORY     - 19981017 GOOD             USPSQD
 BX2741
 BX2741                          STATION DESCRIPTION
 BX2741
 BX2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2741'THE STATION IS ABOUT 16-3/4 MILES SOUTHEAST OF GOLDONNA, 7 MILES
 BX2741'SOUTHWEST OF WINNFIELD AND 3-1/2 MILES NORTHEAST OF ATLANTA.  IT
 BX2741'IS ACROSS THE HIGHWAY FROM THE SARDIS LOOKOUT TOWER ON THE ROAD
 BX2741'RIGHT-OF-WAY OF STATE HIGHWAY 34.
 BX2741'
 BX2741'TO REACH THE STATION FROM THE POST OFFICE IN WINNFIELD, GO WEST
 BX2741'FOR 0.05 MILE TO U.S. HIGHWAYS 167 AND 84 AND STATE HIGHWAY 34
 BX2741'(LAYFETTE STREET SW), TURN RIGHT AND GO NORTHERLY FOR 0.1 MILE TO
 BX2741'WHERE STATE HIGHWAY 34 TURNS TO THE LEFT, TURN LEFT ON STATE
 BX2741'HIGHWAY 34 AND GO SOUTHWEST FOR 6.45 MILES TO THE JUNCTION OF
 BX2741'STATE HIGHWAYS 34 AND 1228, CONTINUE AHEAD SOUTHERLY FOR 0.8
 BX2741'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.15
 BX2741'MILE TO THE SARDIS LOOKOUT TOWER ON THE RIGHT AND THE STATION
 BX2741'ON THE LEFT.
 BX2741'
 BX2741'THE STATION MARK IS A STANDARD DISK, STAMPED SARDIS 1969, SET IN
 BX2741'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 BX2741'ABOVE THE GROUND.  IT IS 125.5 FEET SOUTHWEST OF A POWERLINE POLE
 BX2741'WITH A TRANSFORMER, 78 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 BX2741'HIGHWAY 1228, 53.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 BX2741'34 AND 2.6 FEET EAST OF A WITNESS POST.
 BX2741'
 BX2741'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SARDIS NO 1 1969,
 BX2741'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 BX2741'4 INCHES ABOVE THE GROUND.  IT IS 47.5 FEET EAST-SOUTHEAST OF A
 BX2741'12 INCH PINE TREE, 51 FEET WEST-NORTHWEST OF A 12 INCH PINE TREE,
 BX2741'88.3 FEET NORTHEAST OF THE WITNESS POST, AND 47 FEET
 BX2741'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1228.
 BX2741'
 BX2741'C 3406 IS A STANDARD LOUISIANA GEODETIC SURVEY DISK, STAMPED
 BX2741'C 3406, SET IN THE TOP OF A 5-INCH SQUARE CONCRETE POST THAT
 BX2741'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 118.5 FEET NORTHEAST OF
 BX2741'THE NORTHEAST LEG OF THE LOOKOUT TOWER, 73.5 FEET NORTH OF AN 18
 BX2741'INCH RED OAK TREE, 72.5 FEET EAST OF THE CENTER OF THE JUNCTION
 BX2741'OF STATE HIGHWAYS 34 AND 1228, 35 FEET SOUTH OF A 16-INCH PINE
 BX2741'TREE AND 1.4 FEET EAST OF ANOTHER WITNESS POST.
 BX2741'
 BX2741'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SARDIS 1969, SET IN
 BX2741'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 BX2741'ABOVE THE GROUND.  IT IS 67 FEET WEST OF THE CENTER OF THE
 BX2741'INTERSECTION OF STATE HIGHWAYS 34 AND 1228, 20.5 FEET SOUTH OF
 BX2741'A 15-INCH OAK TREE AND 1 FOOT EAST OF A WITNESS POST.
 BX2741'
 BX2741'HEIGHT OF LIGHT ABOVE STATION MARK 30.24 METERS.
 BX2741
 BX2741                          STATION RECOVERY (1974)
 BX2741
 BX2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 BX2741'THE STATION WAS VISITED 8-7-74 AND THE STATION SURFACE MARK WAS
 BX2741'FOUND DISTURBED, THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION,
 BX2741'THE SURFACE MARK WAS PLUMBED OVER THE UNDERGROUND MARK AND
 BX2741'REINFORCED WITH CONCRETE.  THE AZIMUTH MARK WAS FOUND IN GOOD
 BX2741'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  C
 BX2741'3406 (LGS) REFERENCE MARK NO. 2 WAS FOUND DISTURBED
 BX2741'SLIGHTLY.  THE DISTANCE FAILED TO CHECK BY 0.04 FOOT AND THE
 BX2741'DIRECTION FAILED TO CHECK BY 00 02 09.  A NEW DESCRIPTION
 BX2741'FOLLOWS--
 BX2741'
 BX2741'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF WINNFIELD,
 BX2741'3.15 MILES NORTHEAST OF ATLANTA, IN THE SOUTHEAST ANGLE OF THE
 BX2741'INTERSECTION OF STATE HIGHWAY 34 AND 1228, ACROSS STATE HIGHWAY
 BX2741'34 FROM THE SARDIS LOOKOUT TOWER.  IT IS 52 FEET EAST OF THE
 BX2741'CENTERLINE OF STATE HIGHWAY 34, 66.5 FEET SOUTH OF THE CENTERLINE
 BX2741'OF STATE HIGHWAY 1228, 67 FEET SOUTHWEST OF THE INTERSECTION OF
 BX2741'THE CENTERLINES OF THE TWO HIGHWAYS, 128 FEET EAST OF THE
 BX2741'CENTER OF THE LOOKOUT TOWER, 27.5 FEET NORTH OF THE 2-FOOT PINE
 BX2741'TREE, AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS
 BX2741'A TRIANGULATION STATION DISK STAMPED SARDIS 1969 1974,
 BX2741'PROJECTING 4 INCHES.
 BX2741'
 BX2741'REFERENCE MARK NO. 1 IS 89.13 FEET NORTHEAST OF THE STATION,
 BX2741'47 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 1228, 120 FEET EAST
 BX2741'OF THE CENTER OF STATE HIGHWAY 34, 118 FEET ESE OF THE
 BX2741'INTERSECTIONS OF THE CENTERLINES OF THE TWO ROADS AND 1 FOOT
 BX2741'SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 BX2741'STAMPED SARDIS NO 1 1969.
 BX2741'
 BX2741'C 3406 (LA.GEOD.S.) REFERENCE MARK NO. 2 IS 127.39 FEET NORTHWEST
 BX2741'OF THE STATION, 91 FEET SOUTH OF A LONE PINE TREE IN THE CHURCH
 BX2741'YARD, 48 FEET WEST OF THE CENTER OF STATE HIGHWAY 34, 59 FEET
 BX2741'NORTH OF THE PROJECTED CENTER OF STATE HIGHWAY 1228, 10 FEET
 BX2741'EAST OF A POWER POLE, 172 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BX2741'OF THE SARDIS BAPTIST CHURCH, 118 FEET NORTHEAST OF THE
 BX2741'NORTHEAST LEG OF THE SARDIS LOOKOUT TOWER.  IT IS A LOUISIANA
 BX2741'GEODETIC SURVEY DISK STAMPED C 3406 FLUSH WITH THE GROUND.
 BX2741'
 BX2741'THE AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION AT THE
 BX2741'NORTHEAST CORNER OF THE CEMETERY, 66.5 FEET WEST OF THE CENTER
 BX2741'OF STATE HIGHWAY 34 19 FEET SOUTH OF A 2-FOOT OAK TREE, 18 FEET
 BX2741'SOUTH OF THE NORTHEAST CORNER OF THE CEMETERY AND 1 FOOT EAST OF A
 BX2741'FENCE LINE.  IT IS AN AZIMUTH MARK DISK STAMPED SARDIS 1969,
 BX2741'PROJECTING 4 INCHES.
 BX2741'
 BX2741'TO REACH THE STATION FROM THE COURTHOUSE IN WINNFIELD GO SOUTH
 BX2741'AND SOUTHWEST ON STATE HIGHWAY 34 FOR 7.65 MILES TO THE AZIMUTH
 BX2741'MARK, CONTINUE SOUTH FOR 0.15 MILE TO THE JUNCTION WITH STATE
 BX2741'HIGHWAY 1228 ON THE LEFT AND THE STATION ON THE LEFT IN THE
 BX2741'SOUTHEAST ANGLE OF THE INTERSECTION AND THE SARDIS LOOKOUT TOWER
 BX2741'ON THE RIGHT.
 BX2741'
 BX2741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2741'7 MILES SOUTHWEST OF WINNFIELD.
 BX2741
 BX2741                          STATION RECOVERY (1998)
 BX2741
 BX2741'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2740 ***********************************************************************
 BX2740  DESIGNATION -  SARDIS FIRE TOWER
 BX2740  PID         -  BX2740
 BX2740  STATE/COUNTY-  LA/WINN
 BX2740  USGS QUAD   -  ATLANTA (1984)
 BX2740
 BX2740                         *CURRENT SURVEY CONTROL
 BX2740  ___________________________________________________________________
 BX2740* NAD 83(1992)-  31 50 39.66311(N)    092 42 28.62158(W)     ADJUSTED  
 BX2740* NAVD 88     -                                                        
 BX2740  ___________________________________________________________________
 BX2740  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BX2740  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX2740
 BX2740  HORZ ORDER  -  THIRD
 BX2740
 BX2740.The horizontal coordinates were established by classical geodetic methods
 BX2740.and adjusted by the National Geodetic Survey in January 1993..
 BX2740
 BX2740
 BX2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2740
 BX2740.The geoid height was determined by GEOID03.
 BX2740
 BX2740;                    North         East     Units Scale Factor Converg.
 BX2740;SPC LA N     -   149,073.550   980,318.661   MT  0.99991556   -0 06 35.8
 BX2740;SPC LA N     -   489,085.47  3,216,262.14   sFT  0.99991556   -0 06 35.8
 BX2740;UTM  15      - 3,523,220.529   527,632.195   MT  0.99960942   +0 09 14.7
 BX2740
 BX2740                          SUPERSEDED SURVEY CONTROL
 BX2740
 BX2740  NAD 83(1986)-  31 50 39.67809(N)    092 42 28.61200(W) AD(       ) 4
 BX2740  NAD 27      -  31 50 39.08200(N)    092 42 28.07600(W) AD(       ) 3
 BX2740
 BX2740.Superseded values are not recommended for survey control.
 BX2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2740.See file dsdata.txt to determine how the superseded data were derived.
 BX2740
 BX2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2763223221(NAD 83)
 BX2740_MARKER: 55 = TOWER
 BX2740
 BX2740  HISTORY     - Date     Condition        Report By
 BX2740  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2740
 BX2740                          STATION DESCRIPTION
 BX2740
 BX2740'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2742 ***********************************************************************
 BX2742  DESIGNATION -  SARDIS LOOKOUT TOWER
 BX2742  PID         -  BX2742
 BX2742  STATE/COUNTY-  LA/WINN
 BX2742  USGS QUAD   -  ATLANTA (1984)
 BX2742
 BX2742                         *CURRENT SURVEY CONTROL
 BX2742  ___________________________________________________________________
 BX2742* NAD 83(1992)-  31 50 39.66433(N)    092 42 28.62765(W)     ADJUSTED  
 BX2742* NAVD 88     -                                                        
 BX2742  ___________________________________________________________________
 BX2742  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BX2742  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BX2742
 BX2742  HORZ ORDER  -  THIRD
 BX2742
 BX2742.The horizontal coordinates were established by classical geodetic methods
 BX2742.and adjusted by the National Geodetic Survey in January 1993..
 BX2742
 BX2742
 BX2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2742
 BX2742.The geoid height was determined by GEOID03.
 BX2742
 BX2742;                    North         East     Units Scale Factor Converg.
 BX2742;SPC LA N     -   149,073.588   980,318.502   MT  0.99991556   -0 06 35.8
 BX2742;SPC LA N     -   489,085.60  3,216,261.62   sFT  0.99991556   -0 06 35.8
 BX2742;UTM  15      - 3,523,220.566   527,632.035   MT  0.99960942   +0 09 14.7
 BX2742
 BX2742                          SUPERSEDED SURVEY CONTROL
 BX2742
 BX2742  NAD 83(1986)-  31 50 39.67864(N)    092 42 28.61917(W) AD(       ) 4
 BX2742  NAD 27      -  31 50 39.08340(N)    092 42 28.07808(W) AD(       ) 3
 BX2742
 BX2742.Superseded values are not recommended for survey control.
 BX2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2742.See file dsdata.txt to determine how the superseded data were derived.
 BX2742
 BX2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2763223221(NAD 83)
 BX2742_MARKER: 57 = LOOKOUT TOWER
 BX2742
 BX2742  HISTORY     - Date     Condition        Report By
 BX2742  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2742  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX2742
 BX2742                          STATION DESCRIPTION
 BX2742
 BX2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2742'THE TOP CENTER OF THE ROOF OF A CABIN SURMOUNTED ON A
 BX2742'FOUR-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF ABOUT
 BX2742'125 FEET.  IT IS ABOUT 7 MILES SOUTHWEST OF WINNFIELD, 2-1/4
 BX2742'MILES EAST AND 2-1/2 MILES NORTH OF ATLANTA AND 75 FEET WEST OF
 BX2742'THE CENTER OF STATE HIGHWAY 34.
 BX2742'
 BX2742'NOTE--A MEASUREMENT WAS MADE WITH A 300 FEET TAPE FROM
 BX2742'TRIANGULATION STATION SARDIS TO THE APPROXIMATE CENTER OF THE
 BX2742'SARDIS LOOKOUT TOWER, DISTANCE BEING 182.37 FEET OR (55.586)
 BX2742'METERS WEST.
 BX2742
 BX2742                          STATION RECOVERY (1998)
 BX2742
 BX2742'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3071 ***********************************************************************
 CQ3071  DESIGNATION -  SAREPTA UNITED GAS PLINE CO TK
 CQ3071  PID         -  CQ3071
 CQ3071  STATE/COUNTY-  LA/WEBSTER
 CQ3071  USGS QUAD   -  CULLEN (1981)
 CQ3071
 CQ3071                         *CURRENT SURVEY CONTROL
 CQ3071  ___________________________________________________________________
 CQ3071* NAD 83(1992)-  32 52 33.71820(N)    093 26 28.55876(W)     ADJUSTED  
 CQ3071* NAVD 88     -                                                        
 CQ3071  ___________________________________________________________________
 CQ3071  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CQ3071  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3071
 CQ3071  HORZ ORDER  -  THIRD
 CQ3071
 CQ3071.The horizontal coordinates were established by classical geodetic methods
 CQ3071.and adjusted by the National Geodetic Survey in September 1999..
 CQ3071
 CQ3071
 CQ3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3071
 CQ3071.The geoid height was determined by GEOID03.
 CQ3071
 CQ3071;                    North         East     Units Scale Factor Converg.
 CQ3071;SPC LA N     -   263,838.881   911,909.140   MT  1.00005445   -0 29 51.5
 CQ3071;SPC LA N     -   865,611.40  2,991,821.90   sFT  1.00005445   -0 29 51.5
 CQ3071;SPC AR S     -   424,172.074   265,109.124   MT  1.00012099   -0 48 24.0
 CQ3071;SPC AR S     - 1,391,637.88    869,778.85   sFT  1.00012099   -0 48 24.0
 CQ3071;UTM  15      - 3,637,630.355   458,721.020   MT  0.99962101   -0 14 22.3
 CQ3071
 CQ3071                          SUPERSEDED SURVEY CONTROL
 CQ3071
 CQ3071  NAD 83(1992)-  32 52 33.72291(N)    093 26 28.55287(W) AD(       ) 4
 CQ3071  NAD 83(1986)-  32 52 33.72967(N)    093 26 28.54899(W) AD(       ) 4
 CQ3071  NAD 27      -  32 52 33.22700(N)    093 26 27.92800(W) AD(       ) 3
 CQ3071
 CQ3071.Superseded values are not recommended for survey control.
 CQ3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3071.See file dsdata.txt to determine how the superseded data were derived.
 CQ3071
 CQ3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5872137630(NAD 83)
 CQ3071_MARKER: 53 = ELEVATED TANK
 CQ3071
 CQ3071  HISTORY     - Date     Condition        Report By
 CQ3071  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3071  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ3071
 CQ3071                          STATION DESCRIPTION
 CQ3071
 CQ3071'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3071'IT IS LOCATED ABOUT 2 MILES SOUTH FROM THE TOWN OF SAREPTA AND
 CQ3071'200 FEET EAST OF STATE ROUTE 90.
 CQ3071'
 CQ3071'IT IS A LARGE ELEVATED TANK SUPPORTED BY A 4-LEGGED STEEL
 CQ3071'STRUCTURE AND IS 85 FEET IN HEIGHT.
 CQ3071'
 CQ3071'THE APEX OF THE TANK WAS OBSERVED.
 CQ3071
 CQ3071                          STATION RECOVERY (2002)
 CQ3071
 CQ3071'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1232 ***********************************************************************
 AT1232  DESIGNATION -  SAT 1934
 AT1232  PID         -  AT1232
 AT1232  STATE/COUNTY-  LA/PLAQUEMINES
 AT1232  USGS QUAD   -  WILKINSON BAY (1992)
 AT1232
 AT1232                         *CURRENT SURVEY CONTROL
 AT1232  ___________________________________________________________________
 AT1232* NAD 83(1992)-  29 24 35.51310(N)    089 55 19.70459(W)     ADJUSTED  
 AT1232* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1232  **This station is located in a subsidence area (see below).
 AT1232  ___________________________________________________________________
 AT1232  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AT1232  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AT1232
 AT1232  HORZ ORDER  -  THIRD
 AT1232
 AT1232.The horizontal coordinates were established by classical geodetic methods
 AT1232.and adjusted by the National Geodetic Survey in January 1993..
 AT1232
 AT1232 ** The orthometric height has not been validated since last determined
 AT1232 ** by differential leveling and should not be used for control purposes.
 AT1232 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1232 ** area with valid NAVD 88 orthometric heights.
 AT1232 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1232 ** epoch indicated which incorporates improved geoid heights for the
 AT1232 ** Southern Louisiana Subsidence area.
 AT1232 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1232.The orthometric height was scaled from a topographic map.
 AT1232
 AT1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1232
 AT1232.The geoid height was determined by GEOID03.
 AT1232
 AT1232;                    North         East     Units Scale Factor Converg.
 AT1232;SPC LA S     -   101,698.423 1,136,952.767   MT  0.99997856   +0 42 20.2
 AT1232;SPC LA S     -   333,655.58  3,730,152.54   sFT  0.99997856   +0 42 20.2
 AT1232;UTM  16      - 3,256,949.115   216,449.701   MT  1.00059220   -1 26 09.2
 AT1232;UTM  15      - 3,257,338.173   798,667.967   MT  1.00070084   +1 30 45.1
 AT1232
 AT1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1232!SPC LA S     -   1.00000383  x   0.99997856  =   0.99998239
 AT1232!UTM  16      -   1.00000383  x   1.00059220  =   1.00059603
 AT1232!UTM  15      -   1.00000383  x   1.00070084  =   1.00070467
 AT1232
 AT1232                          SUPERSEDED SURVEY CONTROL
 AT1232
 AT1232  NAD 83(1986)-  29 24 35.52575(N)    089 55 19.71207(W) AD(       ) 3
 AT1232  NAD 27      -  29 24 34.72800(N)    089 55 19.45800(W) AD(       ) 3
 AT1232
 AT1232.Superseded values are not recommended for survey control.
 AT1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1232.See file dsdata.txt to determine how the superseded data were derived.
 AT1232
 AT1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1645056949(NAD 83)
 AT1232_MARKER: DD = SURVEY DISK
 AT1232_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1232_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1232
 AT1232  HISTORY     - Date     Condition        Report By
 AT1232  HISTORY     - 1934     MONUMENTED       CGS
 AT1232  HISTORY     - 19730405 MARK NOT FOUND   NGS
 AT1232  HISTORY     - 19750405 MARK NOT FOUND   NGS
 AT1232
 AT1232                          STATION DESCRIPTION
 AT1232
 AT1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1232'IN ABOUT THE CENTER
 AT1232'OF ST. MARYS
 AT1232'ISLAND AT ITS NARROWEST POINT ON THE EASTERN SHORE
 AT1232'OF BARATARIA BAY AND 11 METERS
 AT1232'(36 FEET) N OF THE NEAREST HIGHWATER
 AT1232'MARK.  THE STATION IS MARKED BY A STANDARD BRONZE
 AT1232'HYDROGRAPHIC
 AT1232'DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH
 AT1232'IS FASTENED BY
 AT1232'MEANS OF CONCRETE TO THE UPPER END OF A LONG
 AT1232'WOODEN PILE DRIVE INTO THE MARSH.
 AT1232
 AT1232                          STATION RECOVERY (1973)
 AT1232
 AT1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PGH)
 AT1232'MARK NOT FOUND.
 AT1232
 AT1232                          STATION RECOVERY (1975)
 AT1232
 AT1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PGH)
 AT1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1231 ***********************************************************************
 AT1231  DESIGNATION -  SATURDAY
 AT1231  PID         -  AT1231
 AT1231  STATE/COUNTY-  LA/PLAQUEMINES
 AT1231  USGS QUAD   -  WILKINSON BAY (1992)
 AT1231
 AT1231                         *CURRENT SURVEY CONTROL
 AT1231  ___________________________________________________________________
 AT1231* NAD 83(1992)-  29 24 37.10373(N)    089 55 25.06825(W)     ADJUSTED  
 AT1231* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1231  **This station is located in a subsidence area (see below).
 AT1231  ___________________________________________________________________
 AT1231  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AT1231  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AT1231
 AT1231  HORZ ORDER  -  SECOND
 AT1231
 AT1231.The horizontal coordinates were established by classical geodetic methods
 AT1231.and adjusted by the National Geodetic Survey in January 1993..
 AT1231
 AT1231 ** The orthometric height has not been validated since last determined
 AT1231 ** by differential leveling and should not be used for control purposes.
 AT1231 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1231 ** area with valid NAVD 88 orthometric heights.
 AT1231 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1231 ** epoch indicated which incorporates improved geoid heights for the
 AT1231 ** Southern Louisiana Subsidence area.
 AT1231 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1231.The orthometric height was scaled from a topographic map.
 AT1231
 AT1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1231
 AT1231.The geoid height was determined by GEOID03.
 AT1231
 AT1231;                    North         East     Units Scale Factor Converg.
 AT1231;SPC LA S     -   101,745.613 1,136,807.580   MT  0.99997848   +0 42 17.5
 AT1231;SPC LA S     -   333,810.40  3,729,676.20   sFT  0.99997848   +0 42 17.5
 AT1231;UTM  16      - 3,257,001.730   216,306.291   MT  1.00059321   -1 26 11.9
 AT1231;UTM  15      - 3,257,383.347   798,522.025   MT  1.00069977   +1 30 42.5
 AT1231
 AT1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1231!SPC LA S     -   1.00000383  x   0.99997848  =   0.99998231
 AT1231!UTM  16      -   1.00000383  x   1.00059321  =   1.00059704
 AT1231!UTM  15      -   1.00000383  x   1.00069977  =   1.00070360
 AT1231
 AT1231|---------------------------------------------------------------------|
 AT1231| PID    Reference Object                     Distance      Geod. Az  |
 AT1231|                                                           dddmmss.s |
 AT1231| DD8052 SATURDAY RM 1                        15.197 METERS 05038     |
 AT1231| AT1149 PORT SULPHUR ELEVATED TANK          APPROX.20.7 KM 0774242.7 |
 AT1231| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX.14.2 KM 1035305.7 |
 AT1231| DD8051 SATURDAY AZ MK                                     3233519.0 |
 AT1231| DD8053 SATURDAY RM 2                        16.594 METERS 33850     |
 AT1231|---------------------------------------------------------------------|
 AT1231
 AT1231                          SUPERSEDED SURVEY CONTROL
 AT1231
 AT1231  NAD 83(1986)-  29 24 37.11637(N)    089 55 25.07561(W) AD(       ) 2
 AT1231  NAD 27      -  29 24 36.32700(N)    089 55 24.82400(W) AD(       ) 2
 AT1231
 AT1231.Superseded values are not recommended for survey control.
 AT1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1231.See file dsdata.txt to determine how the superseded data were derived.
 AT1231
 AT1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1630657002(NAD 83)
 AT1231_MARKER: DD = SURVEY DISK
 AT1231_SETTING: 0 = UNSPECIFIED SETTING
 AT1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1231
 AT1231  HISTORY     - Date     Condition        Report By
 AT1231  HISTORY     - 1955     MONUMENTED       CGS
 AT1231  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1231
 AT1231                          STATION DESCRIPTION
 AT1231
 AT1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1231'THE STATION IS NEAR THE NORTH CENTRAL PART OF BARATARIA BAY, ABOUT 9
 AT1231'MILES WEST- NORTHWEST OF
 AT1231'FREEPORT SULPHUR COMPANY AT GRAND ECAILLE, ON SATURDAY ISLAND WHICH
 AT1231'IS A SMALL TRIANGULAR SHAPED
 AT1231'ISLAND THAT IS COVERED WITH MANGROVE AND GRASS.
 AT1231'
 AT1231'THE STATION MARK, 33 FEET NORTH OF THE SOUTH SHORE LINE, NEAR THE
 AT1231'EAST EDGE OF THE MANGROVE
 AT1231'COVERING THE SOUTHWESTERN POINT OF THE ISLAND, 15 FEET NORTHEAST OF A
 AT1231'WITNESS POST, IS A STANDARD
 AT1231'DISK SET IN THE TOP OF A 8 FOOT LENGTH OF 4 INCH ORANGEBURG
 AT1231'SEWER PIPE.  THE MARK PROJECTS 6 INCHES AND
 AT1231'THE DISK IS STAMPED SATURDAY 1955.
 AT1231'
 AT1231'REFERENCE MARK NO. 1, NORTHWEST OF THE STATION, 64 FEET NORTH OF THE
 AT1231'SOUTH SHORE LINE, IS A
 AT1231'STANDARD DISK SET IN THE TOP OF A 8 FOOT LENGTH OF A 4 INCH
 AT1231'ORANGEBURG SEWER PIPE.  THE MARK
 AT1231'PROJECTS 18 INCHES AND THE DISK IS STAMPED SATURDAY NO 1 1955.
 AT1231'
 AT1231'REFERENCE MARK NO. 2, NORTHEAST OF THE STATION, 71 FEET NORTH OF THE
 AT1231'SOUTH SHORE LINE, IS A
 AT1231'STANDARD DISK SET IN THE TOP OF A 8 FOOT LENGTH OF A 4 INCH ORANGEBURG
 AT1231'SEWER PIPE.  THE MARK PROJECTS 2
 AT1231'FEET AND THE DISK IS STAMPED SATURDAY NO 2 1955.
 AT1231'
 AT1231'THE AZIMUTH MARK, APPROXIMATELY 1.5 MILES NORTHWEST OF THE STATION ON
 AT1231'THE SOUTHERN END OF A SMALL
 AT1231'ISLAND, 0.4 MILE SOUTH OF A BUILDING, 52 FEET NORTHWEST OF THE TEXAS
 AT1231'COMPANY SIGN DO NOT DREDGE OR
 AT1231'ANCHOR, 48 FEET NORTH-NORTHWEST OF A WITNESS POST, IS A
 AT1231'STANDARD DISK SET IN THE TOP OF A 8 FOOT LENGTH
 AT1231'OF 4 INCH ORANGEBURG SEWER PIPE.  THE
 AT1231'MARK PROJECTS 2 FEET AND THE DISK IS STAMPED SATURDAY 1955.
 AT1231'
 AT1231'SATURDAY ISLAND IS COVERED WITH WATER DURING STAGES OF HIGH TIDE.
 AT1231'
 AT1231'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AT1231
 AT1231                          STATION RECOVERY (1965)
 AT1231
 AT1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1231'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN POOR CONDITION. REFERENCE
 AT1231'MARK 1 IS IN THE
 AT1231'EDGE OF THE WATER AND UNSTABLE.  REFERENCE MARK
 AT1231'2 IS ABOUT 6 FEET NORTH OF THE
 AT1231'SHORELINE AND IT IS LEANING.
 AT1231'
 AT1231'STATION MARK WAS NOT RECOVERED BUT IT MAY STILL EXIST ABOUT 40
 AT1231'FEET OFFSHORE IN
 AT1231'ABOUT 4 FEET OF WATER.  IT WAS SEARCHED FOR BUT THE
 AT1231'MUD WAS VERY SOFT AND SEARCH WAS DIFFICULT.
 AT1231'
 AT1231'AZIMUTH MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6456 ***********************************************************************
 AH6456  DESIGNATION -  SAVANNE
 AH6456  PID         -  AH6456
 AH6456  STATE/COUNTY-  LA/TERREBONNE
 AH6456  USGS QUAD   -  HUMPHREYS (1980)
 AH6456
 AH6456                         *CURRENT SURVEY CONTROL
 AH6456  ___________________________________________________________________
 AH6456* NAD 83(1992)-  29 37 03.46953(N)    090 47 39.06126(W)     ADJUSTED  
 AH6456* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6456  **This station is located in a subsidence area (see below).
 AH6456  ___________________________________________________________________
 AH6456  X           -     -76,917.144 (meters)                     COMP
 AH6456  Y           -  -5,548,773.604 (meters)                     COMP
 AH6456  Z           -   3,133,585.117 (meters)                     COMP
 AH6456  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6456  ELLIP HEIGHT-         -23.00  (meters)          (02/21/02) GPS OBS
 AH6456  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH6456
 AH6456  HORZ ORDER  -  FIRST
 AH6456  ELLP ORDER  -  FIFTH     CLASS I
 AH6456
 AH6456.The horizontal coordinates were established by GPS observations
 AH6456.and adjusted by the National Geodetic Survey in December 1998..
 AH6456
 AH6456 ** The orthometric height has not been validated since last determined
 AH6456 ** by differential leveling and should not be used for control purposes.
 AH6456 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6456 ** area with valid NAVD 88 orthometric heights.
 AH6456 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6456 ** epoch indicated which incorporates improved geoid heights for the
 AH6456 ** Southern Louisiana Subsidence area.
 AH6456 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6456.The orthometric height was determined by GPS observations and a
 AH6456.high-resolution geoid model.
 AH6456
 AH6456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6456
 AH6456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6456
 AH6456.The ellipsoidal height was determined by GPS observations
 AH6456.and is referenced to NAD 83.
 AH6456
 AH6456.The geoid height was determined by GEOID03.
 AH6456
 AH6456;                    North         East     Units Scale Factor Converg.
 AH6456;SPC LA S     -   124,006.713 1,052,215.902   MT  0.99994797   +0 16 10.5
 AH6456;SPC LA S     -   406,845.36  3,452,145.01   sFT  0.99994797   +0 16 10.5
 AH6456;UTM  15      - 3,278,449.443   713,583.911   MT  1.00016290   +1 05 26.0
 AH6456
 AH6456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6456!SPC LA S     -   1.00000361  x   0.99994797  =   0.99995158
 AH6456!UTM  15      -   1.00000361  x   1.00016290  =   1.00016651
 AH6456
 AH6456                          SUPERSEDED SURVEY CONTROL
 AH6456
 AH6456  ELLIP H (12/17/98)  -22.96   (m)                       GP(       ) 4 2
 AH6456
 AH6456.Superseded values are not recommended for survey control.
 AH6456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6456.See file dsdata.txt to determine how the superseded data were derived.
 AH6456
 AH6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1358478449(NAD 83)
 AH6456_MARKER: I = METAL ROD
 AH6456_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6456_STAMPING: SAVANNE
 AH6456_MARK LOGO: LA-109
 AH6456_PROJECTION: RECESSED 10 CENTIMETERS
 AH6456_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6456+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6456_ROD/PIPE-DEPTH: 18.3 meters
 AH6456_SLEEVE-DEPTH  :  0.9 meters
 AH6456
 AH6456  HISTORY     - Date     Condition        Report By
 AH6456  HISTORY     - 1995     MONUMENTED       MPHI
 AH6456
 AH6456                          STATION DESCRIPTION
 AH6456
 AH6456'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6456'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6456'24 FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH HWY 90 WEST.  TURN RIGHT
 AH6456'ON HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO JUNCTION WITH HWY
 AH6456'311.  TURN RIGHT ON HWY 311 AND TRAVEL NORTHERLY FOR 5.12 MI (8.24 KM)
 AH6456'TO THE STATION ON THE LEFT.  THE STATION IS STAINLESS STEEL ROAD
 AH6456'DRIVEN INTO THE GROUND. THE STATION IS 74.40 FT (22.68 M) SOUTHEAST OF
 AH6456'THE CENTERLINE OF SAVANNE ROAD, 44.50 FT (13.56 M) SOUTHWEST OF THE
 AH6456'CENTERLINE OF HWY 311, 43.70 FT (13.32 M) SOUTHEAST OF THE TELEPHONE
 AH6456'PED. NO. A0B, AND 77.30 FT (23.56 M) SOUTHWEST OF THE METAL ANCHOR
 AH6456'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6535 ***********************************************************************
 AH6535  DESIGNATION -  SAVB 01
 AH6535  PID         -  AH6535
 AH6535  STATE/COUNTY-  LA/TERREBONNE
 AH6535  USGS QUAD   -  HUMPHREYS (1980)
 AH6535
 AH6535                         *CURRENT SURVEY CONTROL
 AH6535  ___________________________________________________________________
 AH6535* NAD 83(1992)-  29 35 37.01722(N)    090 48 55.90890(W)     ADJUSTED  
 AH6535* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6535  **This station is located in a subsidence area (see below).
 AH6535  ___________________________________________________________________
 AH6535  X           -     -79,003.146 (meters)                     COMP
 AH6535  Y           -  -5,550,059.167 (meters)                     COMP
 AH6535  Z           -   3,131,270.559 (meters)                     COMP
 AH6535  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6535  ELLIP HEIGHT-         -23.36  (meters)          (02/21/02) GPS OBS
 AH6535  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH6535
 AH6535  HORZ ORDER  -  FIRST
 AH6535  ELLP ORDER  -  FIFTH     CLASS I
 AH6535
 AH6535.The horizontal coordinates were established by GPS observations
 AH6535.and adjusted by the National Geodetic Survey in December 1998..
 AH6535
 AH6535 ** The orthometric height has not been validated since last determined
 AH6535 ** by differential leveling and should not be used for control purposes.
 AH6535 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6535 ** area with valid NAVD 88 orthometric heights.
 AH6535 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6535 ** epoch indicated which incorporates improved geoid heights for the
 AH6535 ** Southern Louisiana Subsidence area.
 AH6535 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6535.The orthometric height was determined by GPS observations and a
 AH6535.high-resolution geoid model.
 AH6535
 AH6535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6535
 AH6535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6535
 AH6535.The ellipsoidal height was determined by GPS observations
 AH6535.and is referenced to NAD 83.
 AH6535
 AH6535.The geoid height was determined by GEOID03.
 AH6535
 AH6535;                    North         East     Units Scale Factor Converg.
 AH6535;SPC LA S     -   121,335.430 1,050,160.559   MT  0.99995084   +0 15 32.1
 AH6535;SPC LA S     -   398,081.32  3,445,401.77   sFT  0.99995084   +0 15 32.1
 AH6535;UTM  15      - 3,275,748.435   711,566.617   MT  1.00015232   +1 04 45.1
 AH6535
 AH6535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6535!SPC LA S     -   1.00000367  x   0.99995084  =   0.99995451
 AH6535!UTM  15      -   1.00000367  x   1.00015232  =   1.00015599
 AH6535
 AH6535:                Primary Azimuth Mark                     Grid Az
 AH6535:SPC LA S     -  SAVB 02                                  002 14 07.4
 AH6535:UTM  15      -  SAVB 02                                  001 24 54.4
 AH6535
 AH6535|---------------------------------------------------------------------|
 AH6535| PID    Reference Object                     Distance      Geod. Az  |
 AH6535|                                                           dddmmss.s |
 AH6535| AH6209 SAVB 02                             APPROX. 1.2 KM 0022939.5 |
 AH6535|---------------------------------------------------------------------|
 AH6535
 AH6535                          SUPERSEDED SURVEY CONTROL
 AH6535
 AH6535  ELLIP H (12/17/98)  -23.32   (m)                       GP(       ) 4 2
 AH6535
 AH6535.Superseded values are not recommended for survey control.
 AH6535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6535.See file dsdata.txt to determine how the superseded data were derived.
 AH6535
 AH6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1156775748(NAD 83)
 AH6535_MARKER: DD = SURVEY DISK
 AH6535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6535_STAMPING: SAVB 01
 AH6535_MARK LOGO: LA-109
 AH6535_PROJECTION: FLUSH
 AH6535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6535+STABILITY: SURFACE MOTION
 AH6535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6535+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6535
 AH6535  HISTORY     - Date     Condition        Report By
 AH6535  HISTORY     - 1995     MONUMENTED       MPHI
 AH6535
 AH6535                          STATION DESCRIPTION
 AH6535
 AH6535'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6535'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6535'24 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6535'HWY 90 AND TRAVEL WEST FOR 7.25 MI (11.67 KM) TO JUNCTION WITH SAVANNE
 AH6535'ROAD.  TURN RIGHT ON SAVANNE ROAD AND TRAVEL NORTH FOR 0.85 MI (1.37
 AH6535'KM) TO THE BRIDGE. THE STATION IS A 2 INCH DISK IN CONCRETE. SOUTHEAST
 AH6535'CORNER OF THE BRIDGE 1.0 FT  ABOVE THE LEVEL OF THE ROADWAY. THE
 AH6535'STATION IS 13.70 FT (4.18 M) EAST FROM THE CENTERLINE OF SAVANNE ROAD,
 AH6535'21.9 FT (6.7 M) NORTHWEST FROM THE 45 DEGREE BEND OF THE 16 INCH WATER
 AH6535'LINE CROSSING, 52.1 FT (15.9 M) SOUTHWEST FROM THE 45 DEGREE BEND OF
 AH6535'THE 16 INCH WATER LINE CROSSING, AND 53.2 FT (16.2 M) NORTH FROM THE
 AH6535'WATER VALVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6209 ***********************************************************************
 AH6209  DESIGNATION -  SAVB 02
 AH6209  PID         -  AH6209
 AH6209  STATE/COUNTY-  LA/TERREBONNE
 AH6209  USGS QUAD   -  HUMPHREYS (1980)
 AH6209
 AH6209                         *CURRENT SURVEY CONTROL
 AH6209  ___________________________________________________________________
 AH6209* NAD 83(1992)-  29 36 17.30711(N)    090 48 53.90052(W)     ADJUSTED  
 AH6209* NAVD 88     -         0.9  **(meters)       3.   **(feet)  GPS OBS   
 AH6209  **This station is located in a subsidence area (see below).
 AH6209  ___________________________________________________________________
 AH6209  X           -     -78,940.376 (meters)                     COMP
 AH6209  Y           -  -5,549,446.241 (meters)                     COMP
 AH6209  Z           -   3,132,348.633 (meters)                     COMP
 AH6209  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6209  ELLIP HEIGHT-         -24.53  (meters)          (02/21/02) GPS OBS
 AH6209  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH6209
 AH6209  HORZ ORDER  -  FIRST
 AH6209  ELLP ORDER  -  FIFTH     CLASS I
 AH6209
 AH6209.The horizontal coordinates were established by GPS observations
 AH6209.and adjusted by the National Geodetic Survey in December 1998..
 AH6209
 AH6209 ** The orthometric height has not been validated since last determined
 AH6209 ** by differential leveling and should not be used for control purposes.
 AH6209 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6209 ** area with valid NAVD 88 orthometric heights.
 AH6209 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6209 ** epoch indicated which incorporates improved geoid heights for the
 AH6209 ** Southern Louisiana Subsidence area.
 AH6209 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6209.The orthometric height was determined by GPS observations and a
 AH6209.high-resolution geoid model.
 AH6209
 AH6209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6209
 AH6209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6209
 AH6209.The ellipsoidal height was determined by GPS observations
 AH6209.and is referenced to NAD 83.
 AH6209
 AH6209.The geoid height was determined by GEOID03.
 AH6209
 AH6209;                    North         East     Units Scale Factor Converg.
 AH6209;SPC LA S     -   122,576.145 1,050,208.990   MT  0.99994948   +0 15 33.1
 AH6209;SPC LA S     -   402,151.90  3,445,560.66   sFT  0.99994948   +0 15 33.1
 AH6209;UTM  15      - 3,276,989.967   711,597.283   MT  1.00015247   +1 04 47.4
 AH6209
 AH6209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6209!SPC LA S     -   1.00000385  x   0.99994948  =   0.99995333
 AH6209!UTM  15      -   1.00000385  x   1.00015247  =   1.00015632
 AH6209
 AH6209:                Primary Azimuth Mark                     Grid Az
 AH6209:SPC LA S     -  SAVB 03                                  045 04 16.9
 AH6209:UTM  15      -  SAVB 03                                  044 15 02.6
 AH6209
 AH6209|---------------------------------------------------------------------|
 AH6209| PID    Reference Object                     Distance      Geod. Az  |
 AH6209|                                                           dddmmss.s |
 AH6209| AH6210 SAVB 03                             APPROX. 0.7 KM 0451950.0 |
 AH6209|---------------------------------------------------------------------|
 AH6209
 AH6209                          SUPERSEDED SURVEY CONTROL
 AH6209
 AH6209  ELLIP H (12/17/98)  -24.50   (m)                       GP(       ) 4 2
 AH6209
 AH6209.Superseded values are not recommended for survey control.
 AH6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6209.See file dsdata.txt to determine how the superseded data were derived.
 AH6209
 AH6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1159776990(NAD 83)
 AH6209_MARKER: DD = SURVEY DISK
 AH6209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6209_STAMPING: SAVB 02
 AH6209_MARK LOGO: LA-109
 AH6209_PROJECTION: FLUSH
 AH6209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6209+STABILITY: SURFACE MOTION
 AH6209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6209+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6209
 AH6209  HISTORY     - Date     Condition        Report By
 AH6209  HISTORY     - 1995     MONUMENTED       MPHI
 AH6209
 AH6209                          STATION DESCRIPTION
 AH6209
 AH6209'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6209'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6209'24 FOR 0.2 MI (0.3 KM)  TO THE JUNCTION WITH HWY 90 WEST.  TURN RIGHT
 AH6209'ON HWY 90 AND TRAVEL WEST FOR 7.25 MI (11.67 KM)  TO JUNCTION WITH
 AH6209'SAVANNE ROAD. TURN RIGHT ON SAVANNE ROAD AND TRAVEL NORTH FOR 1.60 MI
 AH6209'(2.57 KM)  TO THE STATION ON THE RIGHT.  THE STATION IS A 2 INCH DISK
 AH6209'IN CONCRETE. THE STATION IS 15.70 SOUTHEAST FROM THE CENTERLINE OF
 AH6209'SAVANNE ROAD, 74.30 FT (22.65 M)  SOUTH FROM THE POWER POLE, 76.8 FT
 AH6209'(23.4 M) NORTH FROM THE POWER POLE WITH A TRANSFORMER, 139.30 FT
 AH6209'(42.46 M) SOUTHWEST FROM THE FIRE HYDRANT, AND 62.60 FT (19.08 M)
 AH6209'NORTHEAST FROM THE CORNER OF THE FENCE (RIFLE RANGE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6210 ***********************************************************************
 AH6210  DESIGNATION -  SAVB 03
 AH6210  PID         -  AH6210
 AH6210  STATE/COUNTY-  LA/TERREBONNE
 AH6210  USGS QUAD   -  HUMPHREYS (1980)
 AH6210
 AH6210                         *CURRENT SURVEY CONTROL
 AH6210  ___________________________________________________________________
 AH6210* NAD 83(1992)-  29 36 33.46477(N)    090 48 35.19518(W)     ADJUSTED  
 AH6210* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6210  **This station is located in a subsidence area (see below).
 AH6210  ___________________________________________________________________
 AH6210  X           -     -78,433.651 (meters)                     COMP
 AH6210  Y           -  -5,549,208.047 (meters)                     COMP
 AH6210  Z           -   3,132,781.424 (meters)                     COMP
 AH6210  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6210  ELLIP HEIGHT-         -24.03  (meters)          (02/21/02) GPS OBS
 AH6210  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6210
 AH6210  HORZ ORDER  -  FIRST
 AH6210  ELLP ORDER  -  FIFTH     CLASS I
 AH6210
 AH6210.The horizontal coordinates were established by GPS observations
 AH6210.and adjusted by the National Geodetic Survey in December 1998..
 AH6210
 AH6210 ** The orthometric height has not been validated since last determined
 AH6210 ** by differential leveling and should not be used for control purposes.
 AH6210 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6210 ** area with valid NAVD 88 orthometric heights.
 AH6210 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6210 ** epoch indicated which incorporates improved geoid heights for the
 AH6210 ** Southern Louisiana Subsidence area.
 AH6210 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6210.The orthometric height was determined by GPS observations and a
 AH6210.high-resolution geoid model.
 AH6210
 AH6210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6210
 AH6210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6210
 AH6210.The ellipsoidal height was determined by GPS observations
 AH6210.and is referenced to NAD 83.
 AH6210
 AH6210.The geoid height was determined by GEOID03.
 AH6210
 AH6210;                    North         East     Units Scale Factor Converg.
 AH6210;SPC LA S     -   123,075.905 1,050,709.997   MT  0.99994894   +0 15 42.4
 AH6210;SPC LA S     -   403,791.53  3,447,204.38   sFT  0.99994894   +0 15 42.4
 AH6210;UTM  15      - 3,277,496.956   712,091.181   MT  1.00015506   +1 04 57.2
 AH6210
 AH6210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6210!SPC LA S     -   1.00000377  x   0.99994894  =   0.99995271
 AH6210!UTM  15      -   1.00000377  x   1.00015506  =   1.00015883
 AH6210
 AH6210:                Primary Azimuth Mark                     Grid Az
 AH6210:SPC LA S     -  SAVB 04                                  057 45 56.5
 AH6210:UTM  15      -  SAVB 04                                  056 56 41.7
 AH6210
 AH6210|---------------------------------------------------------------------|
 AH6210| PID    Reference Object                     Distance      Geod. Az  |
 AH6210|                                                           dddmmss.s |
 AH6210| AH6211 SAVB 04                             APPROX. 0.8 KM 0580138.9 |
 AH6210|---------------------------------------------------------------------|
 AH6210
 AH6210                          SUPERSEDED SURVEY CONTROL
 AH6210
 AH6210  ELLIP H (12/17/98)  -23.99   (m)                       GP(       ) 4 2
 AH6210
 AH6210.Superseded values are not recommended for survey control.
 AH6210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6210.See file dsdata.txt to determine how the superseded data were derived.
 AH6210
 AH6210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1209177497(NAD 83)
 AH6210_MARKER: DD = SURVEY DISK
 AH6210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6210_STAMPING: SAVB 03
 AH6210_MARK LOGO: LA-109
 AH6210_PROJECTION: FLUSH
 AH6210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6210+STABILITY: SURFACE MOTION
 AH6210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6210+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6210
 AH6210  HISTORY     - Date     Condition        Report By
 AH6210  HISTORY     - 1995     MONUMENTED       MPHI
 AH6210
 AH6210                          STATION DESCRIPTION
 AH6210
 AH6210'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6210'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6210'24 FOR 0.2 MI (0.3 KM)  TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6210'HWY 90 AND TRAVEL WEST FOR 7.25 MI (11.67 KM)  TO JUNCTION WITH
 AH6210'SAVANNE ROAD.  TURN RIGHT ON SAVANNE ROAD AND TRAVEL NORTH FOR 2.08 MI
 AH6210'(3.35 KM)  TO THE STATION ON THE RIGHT.  THE STATION IS A 2 INCH DISK
 AH6210'IN CONCRETE. THE STATION IS 18.20 FT (5.55 M)  SOUTHEAST FROM THE
 AH6210'CENTERLINE OF SAVANNE ROAD, 28.10 FT (8.56 M)  SOUTHWEST FROM THE
 AH6210'CENTERLINE OF THE SHELL ROAD, 18.0 FT (5.5 M)  NORTHWEST FROM THE 4 FT
 AH6210'PVC FENCE WITH BRICK COLUMNS, 160.80 FT (49.01 M)  NORTHEAST FROM THE
 AH6210'FIRE HYDRANT, AND 38.30 FT (11.67 M)  SOUTHEAST FROM POWER POLE NO.25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6211 ***********************************************************************
 AH6211  DESIGNATION -  SAVB 04
 AH6211  PID         -  AH6211
 AH6211  STATE/COUNTY-  LA/TERREBONNE
 AH6211  USGS QUAD   -  HUMPHREYS (1980)
 AH6211
 AH6211                         *CURRENT SURVEY CONTROL
 AH6211  ___________________________________________________________________
 AH6211* NAD 83(1992)-  29 36 46.44136(N)    090 48 11.40289(W)     ADJUSTED  
 AH6211* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6211  **This station is located in a subsidence area (see below).
 AH6211  ___________________________________________________________________
 AH6211  X           -     -77,790.796 (meters)                     COMP
 AH6211  Y           -  -5,549,020.009 (meters)                     COMP
 AH6211  Z           -   3,133,128.999 (meters)                     COMP
 AH6211  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6211  ELLIP HEIGHT-         -23.62  (meters)          (02/21/02) GPS OBS
 AH6211  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6211
 AH6211  HORZ ORDER  -  FIRST
 AH6211  ELLP ORDER  -  FIFTH     CLASS I
 AH6211
 AH6211.The horizontal coordinates were established by GPS observations
 AH6211.and adjusted by the National Geodetic Survey in December 1998..
 AH6211
 AH6211 ** The orthometric height has not been validated since last determined
 AH6211 ** by differential leveling and should not be used for control purposes.
 AH6211 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6211 ** area with valid NAVD 88 orthometric heights.
 AH6211 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6211 ** epoch indicated which incorporates improved geoid heights for the
 AH6211 ** Southern Louisiana Subsidence area.
 AH6211 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6211.The orthometric height was determined by GPS observations and a
 AH6211.high-resolution geoid model.
 AH6211
 AH6211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6211
 AH6211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6211
 AH6211.The ellipsoidal height was determined by GPS observations
 AH6211.and is referenced to NAD 83.
 AH6211
 AH6211.The geoid height was determined by GEOID03.
 AH6211
 AH6211;                    North         East     Units Scale Factor Converg.
 AH6211;SPC LA S     -   123,478.380 1,051,348.267   MT  0.99994852   +0 15 54.3
 AH6211;SPC LA S     -   405,111.99  3,449,298.44   sFT  0.99994852   +0 15 54.3
 AH6211;UTM  15      - 3,277,908.618   712,723.751   MT  1.00015837   +1 05 09.4
 AH6211
 AH6211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6211!SPC LA S     -   1.00000371  x   0.99994852  =   0.99995223
 AH6211!UTM  15      -   1.00000371  x   1.00015837  =   1.00016208
 AH6211
 AH6211:                Primary Azimuth Mark                     Grid Az
 AH6211:SPC LA S     -  SAVB 03                                  237 45 56.3
 AH6211:UTM  15      -  SAVB 03                                  236 56 41.2
 AH6211
 AH6211|---------------------------------------------------------------------|
 AH6211| PID    Reference Object                     Distance      Geod. Az  |
 AH6211|                                                           dddmmss.s |
 AH6211| AH6210 SAVB 03                             APPROX. 0.8 KM 2380150.6 |
 AH6211|---------------------------------------------------------------------|
 AH6211
 AH6211                          SUPERSEDED SURVEY CONTROL
 AH6211
 AH6211  ELLIP H (12/17/98)  -23.58   (m)                       GP(       ) 4 2
 AH6211
 AH6211.Superseded values are not recommended for survey control.
 AH6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6211.See file dsdata.txt to determine how the superseded data were derived.
 AH6211
 AH6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1272477909(NAD 83)
 AH6211_MARKER: DD = SURVEY DISK
 AH6211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6211_STAMPING: SAVB 04
 AH6211_MARK LOGO: LA-109
 AH6211_PROJECTION: FLUSH
 AH6211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6211+STABILITY: SURFACE MOTION
 AH6211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6211+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6211
 AH6211  HISTORY     - Date     Condition        Report By
 AH6211  HISTORY     - 1995     MONUMENTED       MPHI
 AH6211
 AH6211                          STATION DESCRIPTION
 AH6211
 AH6211'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6211'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6211'24 FOR 0.2 MI (0.3 KM)  TO THE JUNCTION WITH HWY 90 WEST.  TURN RIGHT
 AH6211'ON HWY 90 AND TRAVEL WEST FOR 7.25 MI (11.67 KM)  TO JUNCTION WITH
 AH6211'SAVANNE ROAD. TURN RIGHT ON SAVANNE ROAD AND TRAVEL NORTH FOR 2.60 MI
 AH6211'(4.18 KM)  TO THE STATION ON THE RIGHT.  THE STATION IS A 2 INCH DISK
 AH6211'IN CONCRETE. THE STATION IS 15.60 FT (4.75 M)  SOUTHEAST FROM THE
 AH6211'CENTERLINE OF SAVANNE ROAD, 43.90 FT (13.38 M)  SOUTH FROM THE POWER
 AH6211'POLE WITH A TRANSFORMER, 166.50 FT (50.75 M)  SOUTHWEST FROM THE FIRE
 AH6211'HYDRANT, AND 83.0 FT (25.3 M)  NORTHEAST FROM THE CENTERLINE OF THE
 AH6211'SHELL DRIVEWAY (1409).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6455 ***********************************************************************
 AH6455  DESIGNATION -  SAVB 05
 AH6455  PID         -  AH6455
 AH6455  STATE/COUNTY-  LA/TERREBONNE
 AH6455  USGS QUAD   -  HUMPHREYS (1980)
 AH6455
 AH6455                         *CURRENT SURVEY CONTROL
 AH6455  ___________________________________________________________________
 AH6455* NAD 83(1992)-  29 37 22.32386(N)    090 47 12.45950(W)     ADJUSTED  
 AH6455* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6455  **This station is located in a subsidence area (see below).
 AH6455  ___________________________________________________________________
 AH6455  X           -     -76,197.566 (meters)                     COMP
 AH6455  Y           -  -5,548,495.282 (meters)                     COMP
 AH6455  Z           -   3,134,089.050 (meters)                     COMP
 AH6455  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6455  ELLIP HEIGHT-         -24.49  (meters)          (02/21/02) GPS OBS
 AH6455  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH6455
 AH6455  HORZ ORDER  -  FIRST
 AH6455  ELLP ORDER  -  FIFTH     CLASS I
 AH6455
 AH6455.The horizontal coordinates were established by GPS observations
 AH6455.and adjusted by the National Geodetic Survey in December 1998..
 AH6455
 AH6455 ** The orthometric height has not been validated since last determined
 AH6455 ** by differential leveling and should not be used for control purposes.
 AH6455 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6455 ** area with valid NAVD 88 orthometric heights.
 AH6455 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6455 ** epoch indicated which incorporates improved geoid heights for the
 AH6455 ** Southern Louisiana Subsidence area.
 AH6455 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6455.The orthometric height was determined by GPS observations and a
 AH6455.high-resolution geoid model.
 AH6455
 AH6455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6455
 AH6455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6455
 AH6455.The ellipsoidal height was determined by GPS observations
 AH6455.and is referenced to NAD 83.
 AH6455
 AH6455.The geoid height was determined by GEOID03.
 AH6455
 AH6455;                    North         East     Units Scale Factor Converg.
 AH6455;SPC LA S     -   124,590.602 1,052,928.779   MT  0.99994737   +0 16 23.8
 AH6455;SPC LA S     -   408,761.00  3,454,483.84   sFT  0.99994737   +0 16 23.8
 AH6455;UTM  15      - 3,279,043.616   714,288.501   MT  1.00016662   +1 05 39.8
 AH6455
 AH6455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6455!SPC LA S     -   1.00000385  x   0.99994737  =   0.99995122
 AH6455!UTM  15      -   1.00000385  x   1.00016662  =   1.00017047
 AH6455
 AH6455                          SUPERSEDED SURVEY CONTROL
 AH6455
 AH6455  ELLIP H (12/17/98)  -24.45   (m)                       GP(       ) 4 2
 AH6455
 AH6455.Superseded values are not recommended for survey control.
 AH6455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6455.See file dsdata.txt to determine how the superseded data were derived.
 AH6455
 AH6455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1428979044(NAD 83)
 AH6455_MARKER: DD = SURVEY DISK
 AH6455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6455_STAMPING: SAVB 05
 AH6455_MARK LOGO: LA-109
 AH6455_PROJECTION: FLUSH
 AH6455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6455+STABILITY: SURFACE MOTION
 AH6455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6455+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6455
 AH6455  HISTORY     - Date     Condition        Report By
 AH6455  HISTORY     - 1995     MONUMENTED       MPHI
 AH6455
 AH6455                          STATION DESCRIPTION
 AH6455
 AH6455'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6455'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6455'24 FOR 0.2 MI (0.3 KM)  TO JUNCTION WITH HWY 90 WEST.  TURN RIGHT ON
 AH6455'HWY 90 AND TRAVEL WEST FOR 7.25 MI (11.67 KM)  TO JUNCTION WITH
 AH6455'SAVANNE ROAD.  TURN RIGHT ON SAVANNE ROAD AND TRAVEL NORTH FOR 3.80 MI
 AH6455'(6.12 KM) TO THE BRIDGE. THE STATION IS A 2 INCH DISK SET NEAR THE
 AH6455'NORTHEAST CORNER OF THE BRIDGE ABUTMENT 1 FT BELOW THE LEVEL OF THE
 AH6455'HIGHWAY. THE STATION IS 18.00 FT (5.49 M)  SOUTHEAST FROM THE
 AH6455'CENTERLINE OF SAVANNE ROAD, 33.0 FT (10.1 M)  NORTHWEST FROM THE 45
 AH6455'DEGREE BEND OF THE 16 INCH WATER LINE, 46.0 FT (14.0 M)  WEST OF THE
 AH6455'END OF THE CHAIN LINK FENCE, AND 58.5 FT (17.8 M)  SOUTHWEST FROM THE
 AH6455'CENTERLINE OF THE SHELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6541 ***********************************************************************
 AH6541  DESIGNATION -  SAVOIE AZ MK
 AH6541  PID         -  AH6541
 AH6541  STATE/COUNTY-  LA/TERREBONNE
 AH6541  USGS QUAD   -  SAVOIE (1980)
 AH6541
 AH6541                         *CURRENT SURVEY CONTROL
 AH6541  ___________________________________________________________________
 AH6541* NAD 83(1992)-  29 38 55.32458(N)    090 41 02.97694(W)     ADJUSTED  
 AH6541* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6541  **This station is located in a subsidence area (see below).
 AH6541  ___________________________________________________________________
 AH6541  X           -     -66,241.511 (meters)                     COMP
 AH6541  Y           -  -5,547,207.074 (meters)                     COMP
 AH6541  Z           -   3,136,578.045 (meters)                     COMP
 AH6541  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6541  ELLIP HEIGHT-         -24.40  (meters)          (02/21/02) GPS OBS
 AH6541  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6541
 AH6541  HORZ ORDER  -  FIRST
 AH6541  ELLP ORDER  -  FIFTH     CLASS I
 AH6541
 AH6541.The horizontal coordinates were established by GPS observations
 AH6541.and adjusted by the National Geodetic Survey in December 1998..
 AH6541
 AH6541 ** The orthometric height has not been validated since last determined
 AH6541 ** by differential leveling and should not be used for control purposes.
 AH6541 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6541 ** area with valid NAVD 88 orthometric heights.
 AH6541 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6541 ** epoch indicated which incorporates improved geoid heights for the
 AH6541 ** Southern Louisiana Subsidence area.
 AH6541 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6541.The orthometric height was determined by GPS observations and a
 AH6541.high-resolution geoid model.
 AH6541
 AH6541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6541
 AH6541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6541
 AH6541.The ellipsoidal height was determined by GPS observations
 AH6541.and is referenced to NAD 83.
 AH6541
 AH6541.The geoid height was determined by GEOID03.
 AH6541
 AH6541;                    North         East     Units Scale Factor Converg.
 AH6541;SPC LA S     -   127,505.812 1,062,851.905   MT  0.99994451   +0 19 28.5
 AH6541;SPC LA S     -   418,325.32  3,487,039.96   sFT  0.99994451   +0 19 28.5
 AH6541;UTM  15      - 3,282,101.517   724,171.264   MT  1.00022009   +1 08 45.9
 AH6541
 AH6541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6541!SPC LA S     -   1.00000383  x   0.99994451  =   0.99994834
 AH6541!UTM  15      -   1.00000383  x   1.00022009  =   1.00022392
 AH6541
 AH6541                          SUPERSEDED SURVEY CONTROL
 AH6541
 AH6541  ELLIP H (12/17/98)  -24.30   (m)                       GP(       ) 4 2
 AH6541
 AH6541.Superseded values are not recommended for survey control.
 AH6541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6541.See file dsdata.txt to determine how the superseded data were derived.
 AH6541
 AH6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2417182102(NAD 83)
 AH6541_MARKER: DD = SURVEY DISK
 AH6541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6541_STAMPING: SAVOIE AZ MK 1993
 AH6541_MARK LOGO: TPCG  
 AH6541_PROJECTION: FLUSH
 AH6541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6541+STABILITY: SURFACE MOTION
 AH6541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6541+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6541
 AH6541  HISTORY     - Date     Condition        Report By
 AH6541  HISTORY     - 1993     MONUMENTED       GSENG
 AH6541
 AH6541                          STATION DESCRIPTION
 AH6541
 AH6541'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6541'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA NEAR THE RIGHT-OF-WAY
 AH6541'OF SMITH WILLOW STREET, (TOWNSHIP 16 SOUTH RANGE 17 EAST SECTION 43).
 AH6541'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.1 FT BELOW
 AH6541'THE LEVEL OF THE GROUND. MONUMENT IS ABOUT 0.30 MI (0.48 KM) NORTHEAST
 AH6541'OF THE INTERSECTION OF LA. HIGHWAY 316 AND U.S. HIGHWAY 90, 127.0 FT
 AH6541'(38.7 M) EAST OF THE EASTERN EDGE OF THE ASPHALT SHOULDER TO U.S.
 AH6541'HIGHWAY 90, 29.6 FT (9.0 M) SOUTHWEST OF THE CENTERLINE OF SMITH
 AH6541'WILLOW STREET, 81.32 FT (24.79 M) SOUTHEAST OF A NAIL/SHINER IN LIGHT
 AH6541'POLE NO. 345, 58.25 FT (17.75 M) SOUTHWEST OF THE NORTHWEST CORNER OF
 AH6541'A 6 FT CHAINLINK FENCE AROUND THE BAYOU BLUE PAWN SHOP, 84.33 FT
 AH6541'(25.70 M) WEST OF A NAIL/SHINER IN POWER POLE NO. W-82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3539 ***********************************************************************
 AU3539  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU3539  FBN         -  This is a Federal Base Network Control Station.
 AU3539  DESIGNATION -  SAVOIE RESET
 AU3539  PID         -  AU3539
 AU3539  STATE/COUNTY-  LA/TERREBONNE
 AU3539  USGS QUAD   -  SAVOIE (1980)
 AU3539
 AU3539                         *CURRENT SURVEY CONTROL
 AU3539  ___________________________________________________________________
 AU3539* NAD 83(1992)-  29 38 46.66836(N)    090 41 18.72528(W)     ADJUSTED  
 AU3539* NAVD 88     -         2.01 **(meters)       6.6  **(feet)  GPS OBS(2004.65)
 AU3539  **This station is located in a subsidence area (see below).
 AU3539  ___________________________________________________________________
 AU3539  EPOCH DATE  -        2004.65
 AU3539  X           -     -66,666.636 (meters)                     COMP
 AU3539  Y           -  -5,547,334.720 (meters)                     COMP
 AU3539  Z           -   3,136,346.912 (meters)                     COMP
 AU3539  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3539  ELLIP HEIGHT-         -23.38  (meters)          (06/22/05) GPS OBS
 AU3539  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AU3539
 AU3539  HORZ ORDER  -  B
 AU3539  ELLP ORDER  -  FOURTH    CLASS I
 AU3539
 AU3539.The horizontal coordinates were established by GPS observations
 AU3539.and adjusted by the National Geodetic Survey in June 2005..
 AU3539.The horizontal coordinates are valid at the epoch date displayed above.
 AU3539.The epoch date for horizontal control is a decimal equivalence
 AU3539.of Year/Month/Day.
 AU3539
 AU3539 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3539 ** and geoid heights are valid at the date of observation. These heights
 AU3539 ** must always be validated when used as control.
 AU3539 ** The orthometric height was determined by GPS observations using
 AU3539 ** precise GPS observation and processing techniques and a new
 AU3539 ** realization of GEOID03. It supersedes the leveled height previously
 AU3539 ** determined for this station.
 AU3539 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3539 ** epoch indicated which incorporates improved geoid heights for the
 AU3539 ** Southern Louisiana Subsidence area.
 AU3539 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3539.The orthometric height was determined by GPS observations and a
 AU3539.high-resolution geoid model using precise GPS observation and
 AU3539.processing techniques. It supersedes the leveled height previously
 AU3539.determined for this station.
 AU3539
 AU3539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3539
 AU3539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3539
 AU3539.The ellipsoidal height was determined by GPS observations
 AU3539.and is referenced to NAD 83.
 AU3539
 AU3539.The geoid height was determined by GEOID03.
 AU3539
 AU3539;                    North         East     Units Scale Factor Converg.
 AU3539;SPC LA S     -   127,236.908 1,062,429.873   MT  0.99994477   +0 19 20.7
 AU3539;SPC LA S     -   417,443.09  3,485,655.34   sFT  0.99994477   +0 19 20.7
 AU3539;UTM  15      - 3,281,826.515   723,753.016   MT  1.00021778   +1 08 37.8
 AU3539
 AU3539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3539!SPC LA S     -   1.00000367  x   0.99994477  =   0.99994844
 AU3539!UTM  15      -   1.00000367  x   1.00021778  =   1.00022145
 AU3539
 AU3539|---------------------------------------------------------------------|
 AU3539| PID    Reference Object                     Distance      Geod. Az  |
 AU3539|                                                           dddmmss.s |
 AU3539| AU1474 TT 20 F USGS                        123.289 METERS 12222     |
 AU3539| AU1477 SAVOIE RM 1                          64.492 METERS 13708     |
 AU3539| AU3168 HOUMA DUPONT MERCANTILE CO TK       APPROX. 6.2 KM 2090052.1 |
 AU3539| DD8054 SAVOIE AZ MK                                       2091628.5 |
 AU3539| AU3169 HOUMA COURTHOUSE TIP FLAGPOLE       APPROX. 6.4 KM 2103401.3 |
 AU3539| AU3159 HOUMA DUPONT WHOLESALE CO TANK      APPROX. 6.6 KM 2142522.7 |
 AU3539| AU3170 HOUMA TERREBONE LUMBER CO TANK      APPROX. 6.8 KM 2163334.3 |
 AU3539| AU1476 SAVOIE RM 2                          45.845 METERS 24344     |
 AU3539|---------------------------------------------------------------------|
 AU3539
 AU3539                          SUPERSEDED SURVEY CONTROL
 AU3539
 AU3539  ELLIP H (04/13/05)  -23.19   (m)                       GP(       ) 4 2
 AU3539  ELLIP H (06/20/00)  -23.33   (m)                       GP(       ) 3 1
 AU3539  ELLIP H (10/01/96)  -23.19   (m)                       GP(       ) 3 1
 AU3539  ELLIP H (04/21/94)  -23.30   (m)                       GP(       ) 3 1
 AU3539  NAD 83(1992)-  29 38 46.66876(N)    090 41 18.72349(W) AD(       ) A
 AU3539  NAD 83(1986)-  29 38 46.68885(N)    090 41 18.72689(W) AD(       ) 1
 AU3539  NAD 83(1986)-  29 38 46.69394(N)    090 41 18.72293(W) AD(       ) 1
 AU3539  NAD 27      -  29 38 45.92738(N)    090 41 18.40155(W) AD(       ) 1
 AU3539  NAVD 88 (02/14/94)    2.228  (m)            7.31   (f) READJUSTED  3  
 AU3539  NGVD 29 (11/20/87)    2.53   (m)            8.3    (f) LEVELING    3  
 AU3539
 AU3539.Superseded values are not recommended for survey control.
 AU3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3539.See file dsdata.txt to determine how the superseded data were derived.
 AU3539
 AU3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2375381827(NAD 83)
 AU3539_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3539_SP_SET: CONCRETE POST
 AU3539_STAMPING: SAVOIE 1934 1987
 AU3539_MARK LOGO: NGS   
 AU3539_PROJECTION: FLUSH
 AU3539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3539+STABILITY: SURFACE MOTION
 AU3539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3539+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AU3539
 AU3539  HISTORY     - Date     Condition        Report By
 AU3539  HISTORY     - 1987     MONUMENTED       NGS
 AU3539  HISTORY     - 1987     GOOD             LADTD
 AU3539  HISTORY     - 1987     GOOD             RBNF
 AU3539  HISTORY     - 19880920 GOOD             LADTD
 AU3539  HISTORY     - 19890113 GOOD
 AU3539  HISTORY     - 19911015 GOOD             LADTD
 AU3539  HISTORY     - 19920316 GOOD
 AU3539  HISTORY     - 19920326 GOOD
 AU3539  HISTORY     - 19930303 GOOD             NGS
 AU3539  HISTORY     - 19950103 GOOD             MPHI
 AU3539  HISTORY     - 19960125 GOOD             NGS
 AU3539  HISTORY     - 19960202 GOOD             NGS
 AU3539  HISTORY     - 19960408 GOOD             NOS
 AU3539  HISTORY     - 19980310 GOOD             NGS
 AU3539  HISTORY     - 19990503 GOOD             NGS
 AU3539  HISTORY     - 20030115 GOOD             CHANCE
 AU3539  HISTORY     - 20040412 GOOD             LADTD
 AU3539  HISTORY     - 20040601 GOOD             NGS
 AU3539  HISTORY     - 20040612 GOOD             PICCIO
 AU3539  HISTORY     - 20051012 GOOD             NGS
 AU3539
 AU3539                          STATION DESCRIPTION
 AU3539
 AU3539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 AU3539'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AU3539'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 AU3539'OBSERVATIONS.
 AU3539'THE STATE MARK MAINTENANCE CREW RESET THE STATION SURFACE MARK OVER
 AU3539'THE UNDERGROUND MARK AND RE-ESTABLISHED ELEVATIONS ON THE SURFACE
 AU3539'MARK.
 AU3539'
 AU3539'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI)
 AU3539'NORTHEAST OF HOUMA AND AT THE INTERSECTION OF U.S. HIGHWAY 90 AND
 AU3539'STATE HIGHWAY 316 IN BAYOU BLUE.
 AU3539'OWNERSHIP--MR. RICHARD OWEN, PHONE 851-3995 OR 868-5141.
 AU3539'
 AU3539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU3539'HIGHWAY 316 IN BAYOU BLUE, GO NORTH ON HIGHWAY 316 FOR 0.1 KM (0.05
 AU3539'MI) TO THE MARK ON THE RIGHT IN AN OPEN LOT.
 AU3539'
 AU3539'THE STATION IS A STANDARD NGS DISK
 AU3539'STAMPED---SAVOIE 1934 1987---,
 AU3539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3539'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3539'56.7 METERS (186 FT) NORTH-NORTHWEST FROM THE NORTHWEST END OF A
 AU3539'METAL SIDING TEXACO SERVICE CENTER BUILDING,
 AU3539'13.7 METERS (45 FT) SOUTHEAST FROM A TELEPHONE JUNCTION BOX,
 AU3539'11.6 METERS (38 FT) EAST-NORTHEAST FROM THE CENTER OF HIGHWAY 316,
 AU3539'6.1 METERS (20 FT) EAST FROM THE SOUTH END OF A METAL CULVERT UNDER
 AU3539'DRIVE AND
 AU3539'0.8 METER (2.5 FT) EAST-NORTHEAST FROM A METAL WITNESS POST WITH
 AU3539'SIGN ATTACHED.
 AU3539'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3539'STAMPED---SAVOIE 1934---,
 AU3539'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AU3539'
 AU3539'DESCRIBED BY S.L. CRAIN, TYPED BY DEW.
 AU3539
 AU3539                          STATION RECOVERY (1987)
 AU3539
 AU3539'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU3539'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU3539
 AU3539                          STATION RECOVERY (1987)
 AU3539
 AU3539'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1987
 AU3539'RECOVERED IN GOOD CONDITION.
 AU3539
 AU3539                          STATION RECOVERY (1988)
 AU3539
 AU3539'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3539'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) NORTHEAST OF HOUMA AT
 AU3539'THE INTERSECTION OF U S HIGHWAY 90 AND STATE HIGHWAY 316 IN BAYOU
 AU3539'BLUE.  OWNERSHIP--MR. RICHARD OWEN, PHONE 851-3995 OR 868-5141.
 AU3539'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90 AND STATE
 AU3539'HIGHWAY 316 IN BAYOU BLUE GO NORTH FOR 0.08 KM (0.05 MI) ON HIGHWAY
 AU3539'316 TO THE STATION MARK ON THE RIGHT IN AN OPEN LOT.
 AU3539'THE STATION IS 56.7 M (186.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST
 AU3539'END OF A METAL SIDING TEXACO SERVICE STATION, 13.7 M (44.9 FT)
 AU3539'SOUTHEAST OF A TELEPHONE JUNCTION BOX, 13.6 M (44.6 FT) SOUTHEAST FROM
 AU3539'A FIBERGLASS WITNESS POST AT RM 4, 11.6 M (38.1 FT) NORTHEAST FROM THE
 AU3539'CENTER OF HIGHWAY 316 AND 6.1 M (20.0 FT) EAST FROM THE SOUTH END OF A
 AU3539'METAL CULVERT UNDER A DRIVE.
 AU3539'THE REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 AU3539
 AU3539                          STATION RECOVERY (1989)
 AU3539
 AU3539'RECOVERED 1989
 AU3539'RECOVERED IN GOOD CONDITION.
 AU3539
 AU3539                          STATION RECOVERY (1991)
 AU3539
 AU3539'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AU3539'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTHEAST OF HOUMA, AT
 AU3539'THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 316 IN BAYOU
 AU3539'BLUE. OWNERSHIP--MR. RICHARD OWEN, PHONE 504-851-3995 OR 868-5141.
 AU3539'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 90 AND 316 IN BAYOU
 AU3539'BLUE, GO NORTH FOR 0.05 MI (0.08 KM) ON HIGHWAY 316 TO THE STATION
 AU3539'SET ON THE RIGHT IN AN OPEN LOT.
 AU3539'THE STATION IS 186.0 FT (56.7 M) NORTH-NORTHWEST FROM THE NORTHWEST
 AU3539'END OF A METAL SIDING TEXACO SERVICE CENTER BUILDING, 45.0 FT
 AU3539'(13.7 M) SOUTHEAST FROM A TELEPHONE JUNCTION BOX, 38.0 FT (11.6 M)
 AU3539'EAST-NORTHEAST FROM THE CENTER OF THE HIGHWAY, 20.0 FT (6.1 M) EAST
 AU3539'FROM THE SOUTH END OF A METAL CULVERT UNDER DRIVE, 11.5 FT (3.5 M)
 AU3539'NORTHEAST FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND AND
 AU3539'ABOUT LEVEL WITH THE HIGHWAY.
 AU3539
 AU3539                          STATION RECOVERY (1992)
 AU3539
 AU3539'RECOVERED 1992
 AU3539'RECOVERED IN GOOD CONDITION.
 AU3539
 AU3539                          STATION RECOVERY (1992)
 AU3539
 AU3539'RECOVERED 1992
 AU3539'RECOVERED IN GOOD CONDITION.
 AU3539
 AU3539                          STATION RECOVERY (1993)
 AU3539
 AU3539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU3539'0.6 M (2.0 FT) EASTERLY ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE IN
 AU3539'HOUMA, THENCE 6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90,
 AU3539'THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 316, 13.6 M
 AU3539'(44.6 FT) SOUTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 2E, 11.9
 AU3539'M (39.0 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 AU3539'HIGHWAY, 6.9 M (22.6 FT) SOUTHEAST OF THE CENTER OF A FIELD ROAD, 1.8
 AU3539'M (5.9 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AU3539'WITH THE GROUND SURFACE.
 AU3539
 AU3539                          STATION RECOVERY (1995)
 AU3539
 AU3539'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3539'RECOVERED AS DESCRIBED.
 AU3539
 AU3539                          STATION RECOVERY (1996)
 AU3539
 AU3539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AU3539'RECOVERED AS DESCRIBED.
 AU3539
 AU3539                          STATION RECOVERY (1996)
 AU3539
 AU3539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AU3539'RECOVERED AS DESCRIBED.
 AU3539
 AU3539                          STATION RECOVERY (1996)
 AU3539
 AU3539'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (RPB)
 AU3539'RECOVERED AS DESCRIBED.
 AU3539
 AU3539                          STATION RECOVERY (1998)
 AU3539
 AU3539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AU3539'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, GO EASTERLY ALONG
 AU3539'STATE HIGHWAY 24 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF U.S. HIGHWAY
 AU3539'90.  CONTINUE NOW NORTHEASTERLY FOR 3.8 MI (6.1 KM) ON HIGHWAY 90 TO
 AU3539'THE JUNCTION OF STATE HIGHWAY 316.  TURN LEFT AND GO NORTHWESTERLY ON
 AU3539'HIGHWAY 316 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  IT IS
 AU3539'39.0 FT (11.9 M) NORTHEAST OF AND LEVEL WITH THE CENTER OF HIGHWAY
 AU3539'316, 22.6 FT (6.9 M) SOUTHEAST OF THE CENTER OF A FIELD ROAD AND FLUSH
 AU3539'WITH GROUND.
 AU3539
 AU3539                          STATION RECOVERY (1999)
 AU3539
 AU3539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AU3539'THE STATION IS LOCATED NEAR THE NORTHEAST SIDE OF HOUMA, ADJACENT TO
 AU3539'THE SOUTHWEST SIDE OF A HOUSE AND TRAILER SALES YARD, BETWEEN TWO
 AU3539'SHORT GRAVEL DRIVES, ACROSS THE HIGHWAY FROM A POST HOUSING SEVEN MAIL
 AU3539'BOXES, AND IN THE ROAD RIGHT-OF-WAY.  OWNERSHIP--LOUISIANA DEPARTMENT
 AU3539'OF HIGHWAYS.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF COMBINED
 AU3539'U.S.  HIGHWAY 90/STATE HIGHWAY 3052 (FUTURE INTERSTATE HIGHWAY 49) AND
 AU3539'U.S.  BUSINESS HIGHWAY 90 ABOUT 7 KM (4.35 MI) NORTHEAST OF HOUMA, GO
 AU3539'SOUTHWEST ON BUSINESS HIGHWAY 90 FOR 5.31 KM (3.30 MI) TO THE JUNCTION
 AU3539'OF STATE HIGHWAY 3087 ON THE LEFT. CONTINUE SOUTHWEST ON HIGHWAY 90
 AU3539'FOR 1.20 KM (0.75 MI) TO THE JUNCTION OF HIGHWAY 316.  TURN RIGHT,
 AU3539'NORTHWEST, ON THE HIGHWAY FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 AU3539'RIGHT.  THE STATION IS SET IN THE TOP OF A 35 CM SQUARE CONCRETE POST
 AU3539'RECESSED 10 CM BELOW THE GROUND.  IT IS 64.9 M (212.9 FT) SOUTHEAST OF
 AU3539'THE CENTER OF A CONCRETE DRIVE TO THE 1ST HOUSE NORTHWEST OF THE
 AU3539'JUNCTION OF THE HIGHWAYS, 56.5 M (185.4 FT) NORTHWEST OF THE NORTHWEST
 AU3539'CORNER OF A MOBIL GAS STATION BUILDING, 52.9 M (173.6 FT) NORTHWEST OF
 AU3539'A POWER POLE WITH 3 TRANSFORMERS, 11.7 M (38.4 FT) NORTHEAST AND LEVEL
 AU3539'WITH THE HIGHWAY CENTER, 10.9 M (35.8 FT) SOUTHEAST OF THE CENTER OF A
 AU3539'GRAVEL DRIVE, AND 5.8 M (19.0 FT) NORTHEAST OF THE CENTER OF A GRAVEL
 AU3539'DRIVE.
 AU3539
 AU3539                          STATION RECOVERY (2003)
 AU3539
 AU3539'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2003 (RMJ)
 AU3539'MONUMENT FOUND IN GOOD CONDITION.  STATION IS LOCATED APPROXIMATELY
 AU3539'500 NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 316 AND STATE
 AU3539'HIGHWAY 182 (FORMERLY U.S. HIGHWAY 90)
 AU3539
 AU3539                          STATION RECOVERY (2004)
 AU3539
 AU3539'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 AU3539'RECOVERED IN GOOD CONDITION.
 AU3539
 AU3539                          STATION RECOVERY (2004)
 AU3539
 AU3539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU3539'RECOVERED AS DESCRIBED.
 AU3539
 AU3539                          STATION RECOVERY (2004)
 AU3539
 AU3539'RECOVERY NOTE BY PICCIOLA AND ASSOCIATES 2004
 AU3539'RECOVERED AS DESCRIBED.
 AU3539
 AU3539                          STATION RECOVERY (2005)
 AU3539
 AU3539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AU3539'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  0.45 M SOUTH OF A
 AU3539'METAL POST WITH WITNESS SIGN ATTACHED.  NOTE--CONSTRUCTION IN PROGRESS
 AU3539'IN THE IMMEDIATE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2848 ***********************************************************************
 BK2848  DESIGNATION -  SAVOY
 BK2848  PID         -  BK2848
 BK2848  STATE/COUNTY-  LA/ACADIA
 BK2848  USGS QUAD   -  EUNICE SOUTH (1987)
 BK2848
 BK2848                         *CURRENT SURVEY CONTROL
 BK2848  ___________________________________________________________________
 BK2848* NAD 83(1992)-  30 28 46.29621(N)    092 22 57.87271(W)     ADJUSTED  
 BK2848* NAVD 88     -        15.4    (meters)      51.     (feet)  VERTCON   
 BK2848  ___________________________________________________________________
 BK2848  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2848  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2848
 BK2848  HORZ ORDER  -  FIRST
 BK2848
 BK2848.The horizontal coordinates were established by classical geodetic methods
 BK2848.and adjusted by the National Geodetic Survey in January 1993..
 BK2848
 BK2848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2848
 BK2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2848
 BK2848.The geoid height was determined by GEOID03.
 BK2848
 BK2848;                    North         East     Units Scale Factor Converg.
 BK2848;SPC LA S     -   219,883.109   899,242.147   MT  0.99996052   -0 31 29.0
 BK2848;SPC LA S     -   721,399.83  2,950,263.61   sFT  0.99996052   -0 31 29.0
 BK2848;UTM  15      - 3,372,084.618   559,245.325   MT  0.99964330   +0 18 47.2
 BK2848
 BK2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2848!SPC LA S     -   1.00000188  x   0.99996052  =   0.99996240
 BK2848!UTM  15      -   1.00000188  x   0.99964330  =   0.99964518
 BK2848
 BK2848|---------------------------------------------------------------------|
 BK2848| PID    Reference Object                     Distance      Geod. Az  |
 BK2848|                                                           dddmmss.s |
 BK2848| CW2301 SAVOY RM 3                           44.617 METERS 00218     |
 BK2848| CW2299 SAVOY RM 1                           58.840 METERS 00722     |
 BK2848| BK2825 NEWTON LINK FARM LONE DERRICK       APPROX.10.0 KM 1434923.7 |
 BK2848| BK2849 EUNICE GSU MICROWAVE                APPROX. 6.1 KM 2042112.9 |
 BK2848| BK2852 EUNICE SLICK KCP 924 MAST           APPROX. 3.0 KM 2633116.6 |
 BK2848| CW2300 SAVOY RM 2                           56.306 METERS 26519     |
 BK2848| CW2297 SAVOY AZ MK                                        2752542.5 |
 BK2848| CW2298 SAVOY AZ MK 2                                      2953400.3 |
 BK2848| BK2844 EUNICE ANTHONYS CATH CH TWR         APPROX. 3.9 KM 2983342.6 |
 BK2848| BK2845 EUNICE GULF PUBLIC SERV CO TK       APPROX. 3.4 KM 3001746.6 |
 BK2848| BK2846 EUNICE AVOYELLES GROCERY CO TK      APPROX. 3.5 KM 3013336.7 |
 BK2848| BK2663 FENRIS TRANSCON MW KKD 594          APPROX.11.8 KM 3372635.5 |
 BK2848|---------------------------------------------------------------------|
 BK2848
 BK2848                          SUPERSEDED SURVEY CONTROL
 BK2848
 BK2848  NAD 83(1986)-  30 28 46.31634(N)    092 22 57.86686(W) AD(       ) 1
 BK2848  NAD 27      -  30 28 45.59354(N)    092 22 57.39496(W) AD(       ) 1
 BK2848  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 BK2848
 BK2848.Superseded values are not recommended for survey control.
 BK2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2848.See file dsdata.txt to determine how the superseded data were derived.
 BK2848
 BK2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5924572085(NAD 83)
 BK2848_MARKER: DS = TRIANGULATION STATION DISK
 BK2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2848
 BK2848  HISTORY     - Date     Condition        Report By
 BK2848  HISTORY     - 1934     MONUMENTED       CGS
 BK2848  HISTORY     - 1936     GOOD             LAGS
 BK2848  HISTORY     - 1954     GOOD             USGS
 BK2848  HISTORY     - 1960     GOOD             CGS
 BK2848  HISTORY     - 1969     GOOD             CGS
 BK2848
 BK2848                          STATION DESCRIPTION
 BK2848
 BK2848'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2848'STATION IS 2.95 MILES S AND E OF EUNICE, IN SEC. 4, T 7 S,
 BK2848'R 1 E, IN A GRAVEYARD OWNED BY MADAME JULIEN SAVOY.
 BK2848'
 BK2848'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK2848'BRONZE DISKS SET IN CONCRETE.
 BK2848'11B AND 11A.
 BK2848'
 BK2848'STATION MARK IS IN THE SE CORNER OF THE GRAVEYARD, 19 FEET
 BK2848'W OF N-S BOUNDARY FENCE, 23 FEET N OF E-W BOUNDARY, 174 FEET
 BK2848'S OF CENTER LINE OF DIRT ROAD LEADING TO STATION.
 BK2848'
 BK2848'REFERENCE MARK NO. 1 IS 58.840 METERS (193.02 FEET) N OF
 BK2848'STATION 12 FEET N OF CENTER LINE OF DIRT ROAD, AT THE
 BK2848'PROLONGATION OF E BOUNDARY FENCE OF GRAVEYARD.
 BK2848'
 BK2848'REFERENCE MARK NO. 2 IS 56.270 METERS (184.61 FEET) W OF
 BK2848'STATION IN BOUNDARY FENCE LINE BETWEEN GRAVEYARD AND CULTIVATED
 BK2848'FIELD.
 BK2848'
 BK2848'AZIMUTH MARK IS 0.4 MILE W ON OPPOSITE SIDE OF DIRT ROAD
 BK2848'LEADING TO STATION IS E-W FENCE LINE.
 BK2848'
 BK2848'REACHED FROM EUNICE BY GOING S ON STATE HIGHWAY 26 FOR 1.0
 BK2848'MILE TO THE PARISH LINE AND DIRT ROAD LEADING E.  GO E ON THIS
 BK2848'ROAD FOR 1.95 MILES TO GRAVEYARD AND STATION.
 BK2848'
 BK2848'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK2848
 BK2848                          STATION RECOVERY (1936)
 BK2848
 BK2848'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2848'RECOVERED AS DESCRIBED.  NO NEW MARKS HAVE BEEN ESTABLISHED.
 BK2848'STATION IS IN GOOD CONDITION.
 BK2848
 BK2848                          STATION RECOVERY (1954)
 BK2848
 BK2848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BK2848'STATION RECOVERED IN GOOD CONDITION.
 BK2848'
 BK2848'REFERENCE MARK 1 NOT FOUND, BURIED BY DITCH BERM.  PROBABLY
 BK2848'OKAY.
 BK2848'
 BK2848'AZIMUTH MARK NOT FOUND, COVERED BY DITCH BERM.  PROBABLY OKAY.
 BK2848
 BK2848                          STATION RECOVERY (1960)
 BK2848
 BK2848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2848'THE STATION WAS VISITED 2-4-60 AND THE STATION MARK AND
 BK2848'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BK2848'MARK NO. 1 WAS FOUND DESTROYED AND THE DISK WAS STAMPED NO. 3
 BK2848'AND USED TO ESTABLISH REFERENCE MARK NO. 3.  THE AZIMUTH MARK
 BK2848'WAS NOT FOUND AT THIS DATE AND WAS REPORTED BY LOCAL CITIZENS
 BK2848'THAT THE MARK WAS DESTROYED BY ROAD CONSTRUTION.  AN ERROR
 BK2848'OF .08 FOOT WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK
 BK2848'NO. 2, THE 1960 LENGTH BEING THE LONGER.  THE DIRECTIONS TO
 BK2848'THE REFERENCE MARK NO. 2 AND THE INTERSECTION STATIONS IN
 BK2848'EUNICE WERE CHECKED WITH GOOD RESULTS.  A NEW DESCRIPTION
 BK2848'FOLLOWS--
 BK2848'
 BK2848'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF EUNICE IN
 BK2848'SEC. 4, T 7 S., R.1 E., IN THE SOUTHEAST CORNER OF THE SAVOY
 BK2848'CEMETERY, WHICH IS A PRIVATE CEMETERY.  IT IS 180 FEET SOUTH
 BK2848'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD ALONG THE NORTH
 BK2848'SIDE OF THE CEMETERY, 124.5 FEET SOUTH OF THE SOUTHWEST CORNER
 BK2848'OF A 4 BY 5 FOOT BRICK STRUCTURE 4 FOOT HIGH WITH A SMALLER
 BK2848'STRUCTURE ON TOP OF IT, 137 FEET SOUTH-SOUTHEAST OF THE
 BK2848'CENTER OF THE HEAD STONE OF BLENOR FONTENOT 1918-1937, 276
 BK2848'FEET EAST OF THE CENTER OF A NORTH-SOUTH HIGH TENSION LINE,
 BK2848'20 FEET WEST OF THE EAST BOUNDRY OF THE CEMETERY, 22.5 FEET
 BK2848'NORTH OF THE SOUTH BOUNDRY OF THE CEMETERY, 30 FEET
 BK2848'NORTHWEST OF THE SOUTHEAST CORNER OF THE CEMETERY AND 1 FOOT
 BK2848'SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK2848'SAVOY 1934, PROJECTING 6 INCHES.
 BK2848'
 BK2848'REFERENCE MARK NO. 2 IS 184.69 FEET WEST OF THE STATION,
 BK2848'1 FOOT NORTH OF THE SOUTH BOUNDRY OF THE CEMETERY, 203 FEET
 BK2848'WEST OF THE SOUTHEAST CORNER OF THE CEMETERY AND 46 FEET EAST
 BK2848'OF A T FENCE CORNER.  IT IS A STANDARD DISK, STAMPED SAVOY
 BK2848'NO 2 1934, PROJECTING 1 FOOT.
 BK2848'
 BK2848'REFERENCE MARK NO. 3 IS 146.43 FEET NORTH OF THE STATION,
 BK2848'34 FEET SOUTH OF THE CENTER OF THE ROAD AT THE NORTH EDGE OF
 BK2848'THE CEMETERY, 24 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 BK2848'THE CEMETERY, 17 FEET WEST OF THE NORTH-SOUTH FENCE LINE,
 BK2848'15.6 FEET EAST OF THE NORTHEAST CORNER OF AND ON THE PROJECTED
 BK2848'PLANE OF THE NORTH SIDE OF THE VAULT OF ANNE M LEDEOUX AND
 BK2848'1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BK2848'STAMPED SAVOY NO 3 1934, PROJECTING 4 INCHES.
 BK2848'
 BK2848'THE FOLLOWING INTERSECTION STATIONS IN EUNICE MAY BE USED
 BK2848'AS AN AZIMUTH FROM THIS STATION, BEING VISIBLE FROM THE GROUND.
 BK2848'EUNICE ST. ANTHONYS CATHOLIC CHURCH TOWER, EUNICE GULF PUBLIC
 BK2848'SERVICE WATER TANK AND EUNICE, AVOYELLES WHOLESALE GROCERY
 BK2848'CO. WATER TANK.
 BK2848'
 BK2848'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 BK2848'AND U.S. HIGHWAY 190 IN EUNICE, GO SOUTH ON STATE HIGHWAY 13,
 BK2848'FOR 1.1 MILES TO THE ACADIA-AVOYELLES PARISH LINE AND A SIDE
 BK2848'ROAD LEADING EAST, TURN LEFT AND GO EAST ALONG THE PARISH LINE
 BK2848'ROAD FOR 1.75 MILE TO A SIDE ROAD RIGHT, KEEP STRAIGHT AHEAD
 BK2848'FOR 0.1 MILE TO THE SAVOY CEMETERY ON THE RIGHT AND THE STATION.
 BK2848
 BK2848                          STATION RECOVERY (1969)
 BK2848
 BK2848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2848'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND IN
 BK2848'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION THAT A
 BK2848'LONGER MEASUREMENT WAS MADE TO BOTH REFERENCE MARKS.  THE ROUTE TO
 BK2848'REACH THE STATION IS ADEQUATE.  THE AZIMUTH MARK HAD BEEN
 BK2848'DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 BK2848'FOLLOWING IS A DESCRIPTION OF THE AZIMUTH MARK.
 BK2848'
 BK2848'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SAVOY 1934 1969, SET IN
 BK2848'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BK2848'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28.4 FEET SOUTH OF A
 BK2848'CONCRETE PIPE LINE MARKER THAT PROJECTS 3 FEET, 24.5 FEET EAST OF
 BK2848'THE CENTER OF A GRAVELED ROAD, 4.9 FEET EAST OF A POWER POLE AND 2.9
 BK2848'FEET SOUTH OF A METAL WITNESS POST.
 BK2848'
 BK2848'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED
 BK2848'ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE WEST ON A
 BK2848'PAVED ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 BK2848'AND GO NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 BK2848'ON THE RIGHT.
 BK2848'
 BK2848'HEIGHT OF LIGHT ABOVE STATION MARK 112.5 FEET.
 BK2848'
 BK2848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BK2848'SOUTHEAST OF EUNICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5269 ***********************************************************************
 BJ5269  DESIGNATION -  SAWYER
 BJ5269  PID         -  BJ5269
 BJ5269  STATE/COUNTY-  LA/ST LANDRY
 BJ5269  USGS QUAD   -  PALMETTO (1994)
 BJ5269
 BJ5269                         *CURRENT SURVEY CONTROL
 BJ5269  ___________________________________________________________________
 BJ5269* NAD 83(1992)-  30 37 58.40120(N)    091 53 24.63174(W)     ADJUSTED  
 BJ5269* NAVD 88     -         7.55   (+/-2cm)      24.8    (feet)  VERTCON   
 BJ5269  ___________________________________________________________________
 BJ5269  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BJ5269  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ5269
 BJ5269  HORZ ORDER  -  FIRST
 BJ5269  VERT ORDER  -  THIRD ? (See Below)
 BJ5269
 BJ5269.The horizontal coordinates were established by classical geodetic methods
 BJ5269.and adjusted by the National Geodetic Survey in January 1993..
 BJ5269
 BJ5269.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5269.The vertical order pertains to the NGVD 29 superseded value.
 BJ5269
 BJ5269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5269
 BJ5269.The geoid height was determined by GEOID03.
 BJ5269
 BJ5269;                    North         East     Units Scale Factor Converg.
 BJ5269;SPC LA S     -   236,553.031   946,617.499   MT  0.99998641   -0 16 42.3
 BJ5269;SPC LA S     -   776,091.07  3,105,694.24   sFT  0.99998641   -0 16 42.3
 BJ5269;UTM  15      - 3,389,442.896   606,357.506   MT  0.99973954   +0 33 56.0
 BJ5269
 BJ5269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5269!SPC LA S     -   1.00000311  x   0.99998641  =   0.99998952
 BJ5269!UTM  15      -   1.00000311  x   0.99973954  =   0.99974265
 BJ5269
 BJ5269:                Primary Azimuth Mark                     Grid Az
 BJ5269:SPC LA S     -  MELVILLE MUNICIPAL TANK                  065 19 06.5
 BJ5269:UTM  15      -  MELVILLE MUNICIPAL TANK                  064 28 28.2
 BJ5269
 BJ5269|---------------------------------------------------------------------|
 BJ5269| PID    Reference Object                     Distance      Geod. Az  |
 BJ5269|                                                           dddmmss.s |
 BJ5269| BJ5259 MELVILLE MUNICIPAL TANK             APPROX.15.5 KM 0650224.2 |
 BJ5269| CW2303 SAWYER RM 1                          30.270 METERS 19857     |
 BJ5269| BJ5268 PORT BARRE CATH CH SPIRE            APPROX.10.7 KM 2171534.1 |
 BJ5269| CW2302 SAWYER AZ MK                                       3265707.8 |
 BJ5269| CW2304 SAWYER RM 2                          38.411 METERS 32926     |
 BJ5269|---------------------------------------------------------------------|
 BJ5269
 BJ5269                          SUPERSEDED SURVEY CONTROL
 BJ5269
 BJ5269  NAD 83(1986)-  30 37 58.42077(N)    091 53 24.62649(W) AD(       ) 1
 BJ5269  NAD 27      -  30 37 57.73600(N)    091 53 24.21400(W) AD(       ) 1
 BJ5269  NGVD 29 (07/19/86)    7.54   (m)           24.7    (f) LEVELING    3  
 BJ5269
 BJ5269.Superseded values are not recommended for survey control.
 BJ5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5269.See file dsdata.txt to determine how the superseded data were derived.
 BJ5269
 BJ5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0635889443(NAD 83)
 BJ5269_MARKER: DS = TRIANGULATION STATION DISK
 BJ5269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5269
 BJ5269  HISTORY     - Date     Condition        Report By
 BJ5269  HISTORY     - 1935     MONUMENTED       CGS
 BJ5269  HISTORY     - 1957     GOOD             CGS
 BJ5269  HISTORY     - 1960     GOOD             CGS
 BJ5269  HISTORY     - 1977     GOOD             NGS
 BJ5269
 BJ5269                          STATION DESCRIPTION
 BJ5269
 BJ5269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5269'ABOUT 13 MILES NE OF OPELOUSAS, ABOUT 8-1/2 MILES SE OF LEBEAU,
 BJ5269'ABOUT 9 MILES WSW OF MELVILLE, IN A NEWLY CLEARED LOT JUST
 BJ5269'NW OF A HOUSE ON THE LAND BELONGING TO MARSHALL SAVAGE,
 BJ5269'85 FEET N OF THE NW CORNER OF THE HOUSE, 55 FEET NW OF THE
 BJ5269'NW CORNER OF THE YARD FENCE, 90 FEET SW OF THE CENTER LINE
 BJ5269'OF U.S. HIGHWAY 71, AND 16 FEET SW OF THE RIGHT-OF-WAY FENCE.
 BJ5269'
 BJ5269'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE
 BJ5269'THE MARK PROJECTS 6 INCHES
 BJ5269'ABOVE THE GROUND.
 BJ5269'
 BJ5269'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5269'PROJECTS 3 INCHES ABOVE THE GROUND AND IS 1 FOOT
 BJ5269'NW OF THE YARD FENCE, 19 FEET NW OF THE SW CORNER OF THE
 BJ5269'HOUSE, 88 FEET SW OF THE NW CORNER OF THE YARD FENCE, AND
 BJ5269'99.27 FEET (30.26 METERS) FROM THE STATION S 18 DEG
 BJ5269'57 MIN W.
 BJ5269'
 BJ5269'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 BJ5269'PROJECTS 2 INCHES ABOVE THE GROUND
 BJ5269'AND IS ON THE RIGHT-OF-WAY FENCE LINE, 76 FEET SW OF THE
 BJ5269'CENTER LINE OF THE HIGHWAY, 204.96 FEET (62.47 METERS) N OF
 BJ5269'REFERENCE MARK NO. 1 AND 126.00 FEET (38.40 METERS) FROM THE
 BJ5269'STATION N 30 DEG 34 MIN W.
 BJ5269'
 BJ5269'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ5269'PROJECTS 3 INCHES AND IS ON THE
 BJ5269'RIGHT-OF-WAY FENCE LINE, ABOUT 72 FEET NE OF THE CENTER LINE
 BJ5269'OF HIGHWAY 71, 1 FOOT S OF THE SE GATEPOST, ABOUT 75 FEET
 BJ5269'S OF AN OLD SHACK, AND APPROXIMATELY 0.4 MILE FROM THE
 BJ5269'STATION N 33 DEG 03 MIN W.
 BJ5269
 BJ5269                          STATION RECOVERY (1957)
 BJ5269
 BJ5269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5269'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 BJ5269'WERE RECOVERED IN GOOD CONDITION.  DISTANCES TO THE REFERENCE
 BJ5269'MARKS WERE VERIFIED AS BEING CORRECT.  THE PUBLISHED DESCRIPTION
 BJ5269'IS ADEQUATE AND COMPLETE.
 BJ5269
 BJ5269                          STATION RECOVERY (1960)
 BJ5269
 BJ5269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ5269'THE STATION WAS VISITED 1-22-60 AND THE STATION MARK, AZIMUTH
 BJ5269'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 BJ5269'CONDITION.
 BJ5269'
 BJ5269'THE STATION IS LOCATED 8.5 MILES SOUTH OF LEDEAU, 13.5 MILES
 BJ5269'NORTHEAST OF OPELOUSAS AND 10 MILES SOUTHWEST OF MELVILLE, ON THE
 BJ5269'WEST SIDE OF U.S. HIGHWAY 71, ON PROPERTY OWNED BY SIDNEY GUIDRY,
 BJ5269'AND ABOUT 75 YARDS NORTHWEST OF THE LANCLES STORE AND SERVICE
 BJ5269'STATION.  IT IS 90 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 BJ5269'71, 3.5 FEET SOUTHWEST OF A FENCE CORNER, 47 FEET NORTHWEST OF
 BJ5269'THE SOUTH END OF A GATE AND T FENCE CORNER, 84.5 FEET NORTHEAST
 BJ5269'OF THE NORTHEAST CORNER OF THE GUIDRY HOUSE, 42 FEET NORTHWEST
 BJ5269'OF THE NORTH SIDE OF THE CONCRETE DRIVEWAY, 37 FEET NORTHWEST
 BJ5269'OF A POWERPOLE, 41.5 FEET EAST OF THE PROJECTED PLANE OF THE
 BJ5269'EAST WALL OF THE HOUSE, AND 4.5 FEET SOUTHWEST OF A METAL
 BJ5269'WITNESS POST.  IT IS A STANDARD DISK, STAMPED SAWYER 1935,
 BJ5269'PROJECTING 6 INCHES.
 BJ5269'
 BJ5269'REFERENCE MARK NO. 1 IS 99.30 FEET SOUTH-SOUTHWEST OF THE
 BJ5269'STATION, 173 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 BJ5269'23 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 7.5
 BJ5269'FEET SOUTH OF A FENCE LINE, AND 13.5 FEET WEST OF THE PROJECTED
 BJ5269'PLANE OF THE WEST WALL OF THE HOUSE.  IT IS A STANDARD DISK,
 BJ5269'STAMPED SAWYER NO 1 1935, PROJECTING 4 INCHES.
 BJ5269'
 BJ5269'REFERENCE MARK NO. 2 IS 126.04 FEET NORTHWEST OF THE STATION,
 BJ5269'77 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 71, 2 FEET
 BJ5269'WEST OF A FENCE LINE, 52 FEET SOUTH OF A T FENCE CORNER
 BJ5269'AND 44.5 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 BJ5269'OF THE BARN TO THE SOUTHWEST.  IT IS A STANDARD DISK, STAMPED
 BJ5269'SAWYER NO 2 1935, FLUSH WITH THE GROUND.
 BJ5269'
 BJ5269'THE AZIMUTH MARK IS 0.45 MILE NORTHWEST OF THE STATION, 73
 BJ5269'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 71, 74 FEET
 BJ5269'NORTH OF THE NORTHEAST CORNER OF THE EAST END OF A CONCRETE
 BJ5269'CULVERT UNDER THE HIGHWAY, 28.6 FEET SOUTH OF A POWER POLE
 BJ5269'WITH A TRANSFORMER, 6 FEET SOUTH OF THE CENTER OF AN ABANDONDED
 BJ5269'DRIVEWAY LEADING EAST, ABOUT 200 FEET SOUTH OF A DRIVEWAY TO
 BJ5269'A TENANT HOUSE, 1 FOOT WEST OF A FENCE LINE AND 1 FOOT
 BJ5269'NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BJ5269'STAMPED SAWYER AZIMUTH 1935, PROJECTING 4 INCHES.
 BJ5269'
 BJ5269'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER
 BJ5269'THE ATCHAFALAYA RIVER IN KROTZ SPRINGS, GO WEST ON U.S. HIGHWAY
 BJ5269'190 FOR 3.4 MILES TO THE JUNCTION WITH U.S. HIGHWAY 71, TURN
 BJ5269'RIGHT AND GO NORTHWEST ON U.S. HIGHWAY 71 FOR 7.5 MILES TO
 BJ5269'THE STATION ON THE LEFT, CONTINUE NORTHWEST FOR 0.45 MILE
 BJ5269'TO THE AZIMUTH MARK ON THE RIGHT.
 BJ5269
 BJ5269                          STATION RECOVERY (1977)
 BJ5269
 BJ5269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BJ5269'THE STATION WAS VISITED AND THE SURFACE MARK WAS FOUND
 BJ5269'DISTURBED.  A NEW SURFACE MARK WAS SET FROM THE UNDERGROUND DISK.
 BJ5269'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BJ5269'CONDITION, CLEARING IS NEEDED TO MAKE THE AZIMUTH MARK VISIBLE
 BJ5269'FROM THE STATION.  THE MEASUREMENTS AND THE DIRECTIONS TO THE
 BJ5269'REFERENCE MARKS CHECKED SATISFACTORLY.  THE DESCRIPTION IN 1960
 BJ5269'IS ADEQUATE.
 BJ5269'
 BJ5269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--.5 MILE SOUTH OF
 BJ5269'LEBEAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1370 ***********************************************************************
 AT1370  DESIGNATION -  SAXONHOLM NAVIGATION LIGHT
 AT1370  PID         -  AT1370
 AT1370  STATE/COUNTY-  LA/ST BERNARD
 AT1370  USGS QUAD   -  CHALMETTE (1994)
 AT1370
 AT1370                         *CURRENT SURVEY CONTROL
 AT1370  ___________________________________________________________________
 AT1370* NAD 83(1992)-  29 55 30.92875(N)    089 55 30.95140(W)     ADJUSTED  
 AT1370* NAVD 88     -                                                        
 AT1370  **This station is located in a subsidence area (see below).
 AT1370  ___________________________________________________________________
 AT1370  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1370  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AT1370
 AT1370  HORZ ORDER  -  THIRD
 AT1370
 AT1370.The horizontal coordinates were established by classical geodetic methods
 AT1370.and adjusted by the National Geodetic Survey in January 1993..
 AT1370
 AT1370 ** The orthometric height has not been validated since last determined
 AT1370 ** by differential leveling and should not be used for control purposes.
 AT1370 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1370 ** area with valid NAVD 88 orthometric heights.
 AT1370 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1370 ** epoch indicated which incorporates improved geoid heights for the
 AT1370 ** Southern Louisiana Subsidence area.
 AT1370 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1370
 AT1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1370
 AT1370.The geoid height was determined by GEOID03.
 AT1370
 AT1370;                    North         East     Units Scale Factor Converg.
 AT1370;SPC LA S     -   158,817.013 1,135,947.638   MT  0.99992661   +0 42 14.6
 AT1370;SPC LA S     -   521,052.15  3,726,854.88   sFT  0.99992661   +0 42 14.6
 AT1370;UTM  16      - 3,314,101.831   217,591.782   MT  1.00058412   -1 27 37.1
 AT1370;UTM  15      - 3,314,479.285   796,845.191   MT  1.00068733   +1 32 06.1
 AT1370
 AT1370                          SUPERSEDED SURVEY CONTROL
 AT1370
 AT1370  NAD 83(1986)-  29 55 30.94150(N)    089 55 30.95152(W) AD(       ) 4
 AT1370  NAD 27      -  29 55 30.20459(N)    089 55 30.70926(W) AD(       ) 3
 AT1370
 AT1370.Superseded values are not recommended for survey control.
 AT1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1370.See file dsdata.txt to determine how the superseded data were derived.
 AT1370
 AT1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1759214102(NAD 83)
 AT1370_MARKER: 14 = NAVIGATION LIGHT
 AT1370
 AT1370  HISTORY     - Date     Condition        Report By
 AT1370  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1370
 AT1370                          STATION DESCRIPTION
 AT1370
 AT1370'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6401 ***********************************************************************
 AH6401  DESIGNATION -  SBTB 01
 AH6401  PID         -  AH6401
 AH6401  STATE/COUNTY-  LA/TERREBONNE
 AH6401  USGS QUAD   -  HOUMA (1980)
 AH6401
 AH6401                         *CURRENT SURVEY CONTROL
 AH6401  ___________________________________________________________________
 AH6401* NAD 83(1992)-  29 35 17.33063(N)    090 40 15.05284(W)     ADJUSTED  
 AH6401* NAVD 88     -         1.9  **(meters)       6.   **(feet)  GPS OBS   
 AH6401  **This station is located in a subsidence area (see below).
 AH6401  ___________________________________________________________________
 AH6401  X           -     -64,991.506 (meters)                     COMP
 AH6401  Y           -  -5,550,540.184 (meters)                     COMP
 AH6401  Z           -   3,130,743.412 (meters)                     COMP
 AH6401  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6401  ELLIP HEIGHT-         -23.46  (meters)          (02/21/02) GPS OBS
 AH6401  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6401
 AH6401  HORZ ORDER  -  FIRST
 AH6401  ELLP ORDER  -  FIFTH     CLASS I
 AH6401
 AH6401.The horizontal coordinates were established by GPS observations
 AH6401.and adjusted by the National Geodetic Survey in December 1998..
 AH6401
 AH6401 ** The orthometric height has not been validated since last determined
 AH6401 ** by differential leveling and should not be used for control purposes.
 AH6401 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6401 ** area with valid NAVD 88 orthometric heights.
 AH6401 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6401 ** epoch indicated which incorporates improved geoid heights for the
 AH6401 ** Southern Louisiana Subsidence area.
 AH6401 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6401.The orthometric height was determined by GPS observations and a
 AH6401.high-resolution geoid model.
 AH6401
 AH6401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6401
 AH6401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6401
 AH6401.The ellipsoidal height was determined by GPS observations
 AH6401.and is referenced to NAD 83.
 AH6401
 AH6401.The geoid height was determined by GEOID03.
 AH6401
 AH6401;                    North         East     Units Scale Factor Converg.
 AH6401;SPC LA S     -   120,801.493 1,064,179.565   MT  0.99995152   +0 19 52.5
 AH6401;SPC LA S     -   396,329.56  3,491,395.79   sFT  0.99995152   +0 19 52.5
 AH6401;UTM  15      - 3,275,415.049   725,595.173   MT  1.00022800   +1 09 01.9
 AH6401
 AH6401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6401!SPC LA S     -   1.00000368  x   0.99995152  =   0.99995520
 AH6401!UTM  15      -   1.00000368  x   1.00022800  =   1.00023169
 AH6401
 AH6401:                Primary Azimuth Mark                     Grid Az
 AH6401:SPC LA S     -  SBTB 02                                  122 41 44.0
 AH6401:UTM  15      -  SBTB 02                                  121 52 34.6
 AH6401
 AH6401|---------------------------------------------------------------------|
 AH6401| PID    Reference Object                     Distance      Geod. Az  |
 AH6401|                                                           dddmmss.s |
 AH6401| AH6400 SBTB 02                             APPROX. 0.7 KM 1230136.5 |
 AH6401|---------------------------------------------------------------------|
 AH6401
 AH6401                          SUPERSEDED SURVEY CONTROL
 AH6401
 AH6401  ELLIP H (12/17/98)  -23.40   (m)                       GP(       ) 4 2
 AH6401
 AH6401.Superseded values are not recommended for survey control.
 AH6401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6401.See file dsdata.txt to determine how the superseded data were derived.
 AH6401
 AH6401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2559575415(NAD 83)
 AH6401_MARKER: DD = SURVEY DISK
 AH6401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6401_STAMPING: SBTB 01
 AH6401_MARK LOGO: LA-109
 AH6401_PROJECTION: FLUSH
 AH6401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6401+STABILITY: SURFACE MOTION
 AH6401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6401+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6401
 AH6401  HISTORY     - Date     Condition        Report By
 AH6401  HISTORY     - 1995     MONUMENTED       MPHI
 AH6401
 AH6401                          STATION DESCRIPTION
 AH6401
 AH6401'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6401'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HYW
 AH6401'24 FOR 3.3 MI (5.3 KM) AND THE STATION IS ON THE RIGHT.  THE STATION
 AH6401'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 39.6 FT (12.1 M)
 AH6401'SOUTHWEST FROM THE CENTERLINE OF HWY 24, 86.4 FT (26.3 M) SOUTHWEST
 AH6401'FROM THE POWER POLE, AND 143.20 FT (43.65 M) NORTHWEST FROM THE NORTH
 AH6401'CORNER OF THE 6 FT CHAIN LINK FENCE OF RUTHS GARDEN CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6400 ***********************************************************************
 AH6400  DESIGNATION -  SBTB 02
 AH6400  PID         -  AH6400
 AH6400  STATE/COUNTY-  LA/TERREBONNE
 AH6400  USGS QUAD   -  HOUMA (1980)
 AH6400
 AH6400                         *CURRENT SURVEY CONTROL
 AH6400  ___________________________________________________________________
 AH6400* NAD 83(1992)-  29 35 04.48720(N)    090 39 52.45018(W)     ADJUSTED  
 AH6400* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6400  **This station is located in a subsidence area (see below).
 AH6400  ___________________________________________________________________
 AH6400  X           -     -64,385.537 (meters)                     COMP
 AH6400  Y           -  -5,550,742.430 (meters)                     COMP
 AH6400  Z           -   3,130,399.476 (meters)                     COMP
 AH6400  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6400  ELLIP HEIGHT-         -23.55  (meters)          (02/21/02) GPS OBS
 AH6400  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6400
 AH6400  HORZ ORDER  -  FIRST
 AH6400  ELLP ORDER  -  FIFTH     CLASS I
 AH6400
 AH6400.The horizontal coordinates were established by GPS observations
 AH6400.and adjusted by the National Geodetic Survey in December 1998..
 AH6400
 AH6400 ** The orthometric height has not been validated since last determined
 AH6400 ** by differential leveling and should not be used for control purposes.
 AH6400 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6400 ** area with valid NAVD 88 orthometric heights.
 AH6400 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6400 ** epoch indicated which incorporates improved geoid heights for the
 AH6400 ** Southern Louisiana Subsidence area.
 AH6400 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6400.The orthometric height was determined by GPS observations and a
 AH6400.high-resolution geoid model.
 AH6400
 AH6400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6400
 AH6400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6400
 AH6400.The ellipsoidal height was determined by GPS observations
 AH6400.and is referenced to NAD 83.
 AH6400
 AH6400.The geoid height was determined by GEOID03.
 AH6400
 AH6400;                    North         East     Units Scale Factor Converg.
 AH6400;SPC LA S     -   120,409.597 1,064,790.110   MT  0.99995196   +0 20 03.8
 AH6400;SPC LA S     -   395,043.82  3,493,398.89   sFT  0.99995196   +0 20 03.8
 AH6400;UTM  15      - 3,275,031.816   726,211.430   MT  1.00023143   +1 09 12.6
 AH6400
 AH6400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6400!SPC LA S     -   1.00000370  x   0.99995196  =   0.99995566
 AH6400!UTM  15      -   1.00000370  x   1.00023143  =   1.00023513
 AH6400
 AH6400:                Primary Azimuth Mark                     Grid Az
 AH6400:SPC LA S     -  SBTB 01                                  302 41 43.9
 AH6400:UTM  15      -  SBTB 01                                  301 52 35.1
 AH6400
 AH6400|---------------------------------------------------------------------|
 AH6400| PID    Reference Object                     Distance      Geod. Az  |
 AH6400|                                                           dddmmss.s |
 AH6400| AH6401 SBTB 01                             APPROX. 0.7 KM 3030147.7 |
 AH6400|---------------------------------------------------------------------|
 AH6400
 AH6400                          SUPERSEDED SURVEY CONTROL
 AH6400
 AH6400  ELLIP H (12/17/98)  -23.50   (m)                       GP(       ) 4 2
 AH6400
 AH6400.Superseded values are not recommended for survey control.
 AH6400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6400.See file dsdata.txt to determine how the superseded data were derived.
 AH6400
 AH6400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2621175032(NAD 83)
 AH6400_MARKER: DD = SURVEY DISK
 AH6400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6400_STAMPING: SBTB 02
 AH6400_MARK LOGO: LA-109
 AH6400_PROJECTION: FLUSH
 AH6400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6400+STABILITY: SURFACE MOTION
 AH6400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6400+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6400
 AH6400  HISTORY     - Date     Condition        Report By
 AH6400  HISTORY     - 1995     MONUMENTED       MPHI
 AH6400
 AH6400                          STATION DESCRIPTION
 AH6400
 AH6400'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6400'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6400'24 FOR 3.75 MI (6.03 KM) AND THE STATION IS ON THE RIGHT.  THE STATION
 AH6400'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 31.40 FT (9.57 M)
 AH6400'SOUTHWEST FROM THE CENTERLINE OF HWY 24, 75.30 FT (22.95 M) SOUTHWEST
 AH6400'FROM THE POWER POLE, 14.40 FT (4.39 M) NORTHWEST FROM THE CENTERLINE
 AH6400'OF THE BOX CULVERT CROSSING HWY 24, AND 106.10 FT (32.34 M) SOUTHEAST
 AH6400'FROM THE CORNER OF THE 6 FT CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6406 ***********************************************************************
 AH6406  DESIGNATION -  SBTB 03
 AH6406  PID         -  AH6406
 AH6406  STATE/COUNTY-  LA/TERREBONNE
 AH6406  USGS QUAD   -  BOURG (1974)
 AH6406
 AH6406                         *CURRENT SURVEY CONTROL
 AH6406  ___________________________________________________________________
 AH6406* NAD 83(1992)-  29 33 12.40587(N)    090 36 50.69610(W)     ADJUSTED  
 AH6406* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6406  **This station is located in a subsidence area (see below).
 AH6406  ___________________________________________________________________
 AH6406  X           -     -59,512.621 (meters)                     COMP
 AH6406  Y           -  -5,552,499.556 (meters)                     COMP
 AH6406  Z           -   3,127,397.733 (meters)                     COMP
 AH6406  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6406  ELLIP HEIGHT-         -23.93  (meters)          (02/21/02) GPS OBS
 AH6406  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH6406
 AH6406  HORZ ORDER  -  FIRST
 AH6406  ELLP ORDER  -  FIFTH     CLASS I
 AH6406
 AH6406.The horizontal coordinates were established by GPS observations
 AH6406.and adjusted by the National Geodetic Survey in December 1998..
 AH6406
 AH6406 ** The orthometric height has not been validated since last determined
 AH6406 ** by differential leveling and should not be used for control purposes.
 AH6406 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6406 ** area with valid NAVD 88 orthometric heights.
 AH6406 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6406 ** epoch indicated which incorporates improved geoid heights for the
 AH6406 ** Southern Louisiana Subsidence area.
 AH6406 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6406.The orthometric height was determined by GPS observations and a
 AH6406.high-resolution geoid model.
 AH6406
 AH6406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6406
 AH6406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6406
 AH6406.The ellipsoidal height was determined by GPS observations
 AH6406.and is referenced to NAD 83.
 AH6406
 AH6406.The geoid height was determined by GEOID03.
 AH6406
 AH6406;                    North         East     Units Scale Factor Converg.
 AH6406;SPC LA S     -   116,988.426 1,069,702.932   MT  0.99995603   +0 21 34.7
 AH6406;SPC LA S     -   383,819.53  3,509,517.04   sFT  0.99995603   +0 21 34.7
 AH6406;UTM  15      - 3,271,680.190   731,174.064   MT  1.00025945   +1 10 38.4
 AH6406
 AH6406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6406!SPC LA S     -   1.00000376  x   0.99995603  =   0.99995979
 AH6406!UTM  15      -   1.00000376  x   1.00025945  =   1.00026321
 AH6406
 AH6406                          SUPERSEDED SURVEY CONTROL
 AH6406
 AH6406  ELLIP H (12/17/98)  -23.89   (m)                       GP(       ) 4 2
 AH6406
 AH6406.Superseded values are not recommended for survey control.
 AH6406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6406.See file dsdata.txt to determine how the superseded data were derived.
 AH6406
 AH6406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3117471680(NAD 83)
 AH6406_MARKER: DD = SURVEY DISK
 AH6406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6406_STAMPING: SBTB 03
 AH6406_MARK LOGO: LA-109
 AH6406_PROJECTION: FLUSH
 AH6406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6406+STABILITY: SURFACE MOTION
 AH6406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6406+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6406
 AH6406  HISTORY     - Date     Condition        Report By
 AH6406  HISTORY     - 1995     MONUMENTED       MPHI
 AH6406
 AH6406                          STATION DESCRIPTION
 AH6406
 AH6406'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6406'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6406'24 FOR 8.0 MI (12.9 KM) AND THE STATION IS ON THE RIGHT.  THE STATION
 AH6406'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.1 FT (6.7 M) SOUTH
 AH6406'FROM THE CENTERLINE OF HWY 24, 43.10 FT (13.14 M) SOUTHWEST FROM THE
 AH6406'HWY CENTERLINE INTERSECTION WITH CONCRETE DRIVEWAY, 66.9 FT (20.4 M)
 AH6406'NORTH FROM THE EDGE OF BAYOU TERREBONNE, AND 8.0 FT (2.4 M) NORTHEAST
 AH6406'FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6387 ***********************************************************************
 AH6387  DESIGNATION -  SBTB 04
 AH6387  PID         -  AH6387
 AH6387  STATE/COUNTY-  LA/TERREBONNE
 AH6387  USGS QUAD   -  BOURG (1974)
 AH6387
 AH6387                         *CURRENT SURVEY CONTROL
 AH6387  ___________________________________________________________________
 AH6387* NAD 83(1992)-  29 33 04.06638(N)    090 35 34.61206(W)     ADJUSTED  
 AH6387* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6387  **This station is located in a subsidence area (see below).
 AH6387  ___________________________________________________________________
 AH6387  X           -     -57,465.802 (meters)                     COMP
 AH6387  Y           -  -5,552,647.943 (meters)                     COMP
 AH6387  Z           -   3,127,174.462 (meters)                     COMP
 AH6387  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6387  ELLIP HEIGHT-         -23.73  (meters)          (02/21/02) GPS OBS
 AH6387  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AH6387
 AH6387  HORZ ORDER  -  FIRST
 AH6387  ELLP ORDER  -  FIFTH     CLASS I
 AH6387
 AH6387.The horizontal coordinates were established by GPS observations
 AH6387.and adjusted by the National Geodetic Survey in December 1998..
 AH6387
 AH6387 ** The orthometric height has not been validated since last determined
 AH6387 ** by differential leveling and should not be used for control purposes.
 AH6387 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6387 ** area with valid NAVD 88 orthometric heights.
 AH6387 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6387 ** epoch indicated which incorporates improved geoid heights for the
 AH6387 ** Southern Louisiana Subsidence area.
 AH6387 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6387.The orthometric height was determined by GPS observations and a
 AH6387.high-resolution geoid model.
 AH6387
 AH6387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6387
 AH6387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6387
 AH6387.The ellipsoidal height was determined by GPS observations
 AH6387.and is referenced to NAD 83.
 AH6387
 AH6387.The geoid height was determined by GEOID03.
 AH6387
 AH6387;                    North         East     Units Scale Factor Converg.
 AH6387;SPC LA S     -   116,744.712 1,071,752.712   MT  0.99995634   +0 22 12.7
 AH6387;SPC LA S     -   383,019.94  3,516,242.02   sFT  0.99995634   +0 22 12.7
 AH6387;UTM  15      - 3,271,465.684   733,227.748   MT  1.00027122   +1 11 15.7
 AH6387
 AH6387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6387!SPC LA S     -   1.00000373  x   0.99995634  =   0.99996007
 AH6387!UTM  15      -   1.00000373  x   1.00027122  =   1.00027495
 AH6387
 AH6387                          SUPERSEDED SURVEY CONTROL
 AH6387
 AH6387  ELLIP H (12/17/98)  -23.68   (m)                       GP(       ) 4 2
 AH6387
 AH6387.Superseded values are not recommended for survey control.
 AH6387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6387.See file dsdata.txt to determine how the superseded data were derived.
 AH6387
 AH6387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3322871466(NAD 83)
 AH6387_MARKER: DD = SURVEY DISK
 AH6387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6387_STAMPING: SBTB 04
 AH6387_MARK LOGO: LA-109
 AH6387_PROJECTION: FLUSH
 AH6387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6387+STABILITY: SURFACE MOTION
 AH6387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6387+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6387
 AH6387  HISTORY     - Date     Condition        Report By
 AH6387  HISTORY     - 1995     MONUMENTED       MPHI
 AH6387
 AH6387                          STATION DESCRIPTION
 AH6387
 AH6387'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6387'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6387'24 FOR 9.27 MI (14.92 KM) AND THE STATION IS ON THE LEFT.  THE STATION
 AH6387'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 20.4 FT (6.2 M) NORTHEAST
 AH6387'FROM THE CENTERLINE OF HWY 24, 70.2 FT (21.4 M) NORTHEAST FROM THE
 AH6387'EDGE OF BAYOU TERREBONNE, 66.0 FT (20.1 M) NORTHEAST FROM THE POWER
 AH6387'POLE, AND 129.5 FT (39.5 M) SOUTHEAST FROM THE TELEPHONE PED.
 AH6387'NO.120-B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6388 ***********************************************************************
 AH6388  DESIGNATION -  SBTB 05
 AH6388  PID         -  AH6388
 AH6388  STATE/COUNTY-  LA/TERREBONNE
 AH6388  USGS QUAD   -  BOURG (1974)
 AH6388
 AH6388                         *CURRENT SURVEY CONTROL
 AH6388  ___________________________________________________________________
 AH6388* NAD 83(1992)-  29 32 22.80502(N)    090 34 56.25431(W)     ADJUSTED  
 AH6388* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6388  **This station is located in a subsidence area (see below).
 AH6388  ___________________________________________________________________
 AH6388  X           -     -56,439.574 (meters)                     COMP
 AH6388  Y           -  -5,553,284.712 (meters)                     COMP
 AH6388  Z           -   3,126,069.074 (meters)                     COMP
 AH6388  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6388  ELLIP HEIGHT-         -24.03  (meters)          (02/21/02) GPS OBS
 AH6388  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH6388
 AH6388  HORZ ORDER  -  FIRST
 AH6388  ELLP ORDER  -  FIFTH     CLASS I
 AH6388
 AH6388.The horizontal coordinates were established by GPS observations
 AH6388.and adjusted by the National Geodetic Survey in December 1998..
 AH6388
 AH6388 ** The orthometric height has not been validated since last determined
 AH6388 ** by differential leveling and should not be used for control purposes.
 AH6388 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6388 ** area with valid NAVD 88 orthometric heights.
 AH6388 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6388 ** epoch indicated which incorporates improved geoid heights for the
 AH6388 ** Southern Louisiana Subsidence area.
 AH6388 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6388.The orthometric height was determined by GPS observations and a
 AH6388.high-resolution geoid model.
 AH6388
 AH6388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6388
 AH6388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6388
 AH6388.The ellipsoidal height was determined by GPS observations
 AH6388.and is referenced to NAD 83.
 AH6388
 AH6388.The geoid height was determined by GEOID03.
 AH6388
 AH6388;                    North         East     Units Scale Factor Converg.
 AH6388;SPC LA S     -   115,481.067 1,072,793.622   MT  0.99995792   +0 22 31.9
 AH6388;SPC LA S     -   378,874.13  3,519,657.07   sFT  0.99995792   +0 22 31.9
 AH6388;UTM  15      - 3,270,216.618   734,286.910   MT  1.00027733   +1 11 33.1
 AH6388
 AH6388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6388!SPC LA S     -   1.00000377  x   0.99995792  =   0.99996169
 AH6388!UTM  15      -   1.00000377  x   1.00027733  =   1.00028111
 AH6388
 AH6388:                Primary Azimuth Mark                     Grid Az
 AH6388:SPC LA S     -  SBTB 06                                  150 20 57.4
 AH6388:UTM  15      -  SBTB 06                                  149 31 56.2
 AH6388
 AH6388|---------------------------------------------------------------------|
 AH6388| PID    Reference Object                     Distance      Geod. Az  |
 AH6388|                                                           dddmmss.s |
 AH6388| AH6309 SBTB 06                             APPROX. 1.0 KM 1504329.3 |
 AH6388|---------------------------------------------------------------------|
 AH6388
 AH6388                          SUPERSEDED SURVEY CONTROL
 AH6388
 AH6388  ELLIP H (12/17/98)  -23.99   (m)                       GP(       ) 4 2
 AH6388
 AH6388.Superseded values are not recommended for survey control.
 AH6388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6388.See file dsdata.txt to determine how the superseded data were derived.
 AH6388
 AH6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3428770217(NAD 83)
 AH6388_MARKER: DD = SURVEY DISK
 AH6388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6388_STAMPING: SBTB 05
 AH6388_MARK LOGO: LA-109
 AH6388_PROJECTION: FLUSH
 AH6388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6388+STABILITY: SURFACE MOTION
 AH6388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6388+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6388
 AH6388  HISTORY     - Date     Condition        Report By
 AH6388  HISTORY     - 1995     MONUMENTED       MPHI
 AH6388
 AH6388                          STATION DESCRIPTION
 AH6388
 AH6388'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6388'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6388'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6388'HWY 55 FOR 0.60 MI (0.97 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6388'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.4 FT (6.8 M)
 AH6388'SOUTHWEST FROM THE CENTERLINE OF HWY 55, 70.2 FT (21.4 M) SOUTHWEST
 AH6388'FROM THE LIGHT POLE NO.95-B, 11.80 FT (3.60 M) NORTHEAST FROM THE EDGE
 AH6388'OF BAYOU TERREBONNE (WOODEN BULKHEAD), AND 38.5 FT (11.7 M) SOUTHEAST
 AH6388'FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6309 ***********************************************************************
 AH6309  DESIGNATION -  SBTB 06
 AH6309  PID         -  AH6309
 AH6309  STATE/COUNTY-  LA/TERREBONNE
 AH6309  USGS QUAD   -  BOURG (1974)
 AH6309
 AH6309                         *CURRENT SURVEY CONTROL
 AH6309  ___________________________________________________________________
 AH6309* NAD 83(1992)-  29 31 55.13834(N)    090 34 38.51899(W)     ADJUSTED  
 AH6309* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6309  **This station is located in a subsidence area (see below).
 AH6309  ___________________________________________________________________
 AH6309  X           -     -55,966.314 (meters)                     COMP
 AH6309  Y           -  -5,553,709.279 (meters)                     COMP
 AH6309  Z           -   3,125,327.812 (meters)                     COMP
 AH6309  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6309  ELLIP HEIGHT-         -24.24  (meters)          (02/21/02) GPS OBS
 AH6309  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AH6309
 AH6309  HORZ ORDER  -  FIRST
 AH6309  ELLP ORDER  -  FIFTH     CLASS I
 AH6309
 AH6309.The horizontal coordinates were established by GPS observations
 AH6309.and adjusted by the National Geodetic Survey in December 1998..
 AH6309
 AH6309 ** The orthometric height has not been validated since last determined
 AH6309 ** by differential leveling and should not be used for control purposes.
 AH6309 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6309 ** area with valid NAVD 88 orthometric heights.
 AH6309 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6309 ** epoch indicated which incorporates improved geoid heights for the
 AH6309 ** Southern Louisiana Subsidence area.
 AH6309 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6309.The orthometric height was determined by GPS observations and a
 AH6309.high-resolution geoid model.
 AH6309
 AH6309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6309
 AH6309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6309
 AH6309.The ellipsoidal height was determined by GPS observations
 AH6309.and is referenced to NAD 83.
 AH6309
 AH6309.The geoid height was determined by GEOID03.
 AH6309
 AH6309;                    North         East     Units Scale Factor Converg.
 AH6309;SPC LA S     -   114,632.399 1,073,276.727   MT  0.99995900   +0 22 40.8
 AH6309;SPC LA S     -   376,089.80  3,521,242.06   sFT  0.99995900   +0 22 40.8
 AH6309;UTM  15      - 3,269,374.654   734,782.224   MT  1.00028020   +1 11 40.9
 AH6309
 AH6309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6309!SPC LA S     -   1.00000381  x   0.99995900  =   0.99996281
 AH6309!UTM  15      -   1.00000381  x   1.00028020  =   1.00028401
 AH6309
 AH6309:                Primary Azimuth Mark                     Grid Az
 AH6309:SPC LA S     -  SBTB 05                                  330 20 57.3
 AH6309:UTM  15      -  SBTB 05                                  329 31 57.2
 AH6309
 AH6309|---------------------------------------------------------------------|
 AH6309| PID    Reference Object                     Distance      Geod. Az  |
 AH6309|                                                           dddmmss.s |
 AH6309| AH6388 SBTB 05                             APPROX. 1.0 KM 3304338.1 |
 AH6309|---------------------------------------------------------------------|
 AH6309
 AH6309                          SUPERSEDED SURVEY CONTROL
 AH6309
 AH6309  ELLIP H (12/17/98)  -24.20   (m)                       GP(       ) 4 2
 AH6309
 AH6309.Superseded values are not recommended for survey control.
 AH6309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6309.See file dsdata.txt to determine how the superseded data were derived.
 AH6309
 AH6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3478269375(NAD 83)
 AH6309_MARKER: DD = SURVEY DISK
 AH6309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6309_STAMPING: SBTB 06
 AH6309_MARK LOGO: LA-109
 AH6309_PROJECTION: FLUSH
 AH6309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6309+STABILITY: SURFACE MOTION
 AH6309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6309+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6309
 AH6309  HISTORY     - Date     Condition        Report By
 AH6309  HISTORY     - 1995     MONUMENTED       MPHI
 AH6309
 AH6309                          STATION DESCRIPTION
 AH6309
 AH6309'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6309'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6309'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6309'HWY 55 FOR 1.2 MI (1.9 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6309'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 26.3 FT (8.0 M)
 AH6309'SOUTHWEST FROM THE CENTERLINE OF HWY 55, 95.5 FT (29.1 M) SOUTHWEST
 AH6309'FROM THE NORTHWEST CORNER OF HOUSE NO.309, 18.2 FT (5.5 M) NORTHEAST
 AH6309'FROM THE EDGE OF BAYOU TERREBONNE, 58.5 FT (17.8 M) SOUTHWEST FROM THE
 AH6309'LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6317 ***********************************************************************
 AH6317  DESIGNATION -  SBTB 07
 AH6317  PID         -  AH6317
 AH6317  STATE/COUNTY-  LA/TERREBONNE
 AH6317  USGS QUAD   -  BOURG (1974)
 AH6317
 AH6317                         *CURRENT SURVEY CONTROL
 AH6317  ___________________________________________________________________
 AH6317* NAD 83(1992)-  29 31 04.92897(N)    090 34 22.99788(W)     ADJUSTED  
 AH6317* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6317  **This station is located in a subsidence area (see below).
 AH6317  ___________________________________________________________________
 AH6317  X           -     -55,556.035 (meters)                     COMP
 AH6317  Y           -  -5,554,476.259 (meters)                     COMP
 AH6317  Z           -   3,123,983.173 (meters)                     COMP
 AH6317  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6317  ELLIP HEIGHT-         -23.12  (meters)          (02/21/02) GPS OBS
 AH6317  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AH6317
 AH6317  HORZ ORDER  -  FIRST
 AH6317  ELLP ORDER  -  FIFTH     CLASS I
 AH6317
 AH6317.The horizontal coordinates were established by GPS observations
 AH6317.and adjusted by the National Geodetic Survey in December 1998..
 AH6317
 AH6317 ** The orthometric height has not been validated since last determined
 AH6317 ** by differential leveling and should not be used for control purposes.
 AH6317 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6317 ** area with valid NAVD 88 orthometric heights.
 AH6317 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6317 ** epoch indicated which incorporates improved geoid heights for the
 AH6317 ** Southern Louisiana Subsidence area.
 AH6317 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6317.The orthometric height was determined by GPS observations and a
 AH6317.high-resolution geoid model.
 AH6317
 AH6317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6317
 AH6317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6317
 AH6317.The ellipsoidal height was determined by GPS observations
 AH6317.and is referenced to NAD 83.
 AH6317
 AH6317.The geoid height was determined by GEOID03.
 AH6317
 AH6317;                    North         East     Units Scale Factor Converg.
 AH6317;SPC LA S     -   113,089.307 1,073,704.888   MT  0.99996101   +0 22 48.5
 AH6317;SPC LA S     -   371,027.17  3,522,646.79   sFT  0.99996101   +0 22 48.5
 AH6317;UTM  15      - 3,267,837.325   735,232.474   MT  1.00028282   +1 11 46.7
 AH6317
 AH6317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6317!SPC LA S     -   1.00000363  x   0.99996101  =   0.99996464
 AH6317!UTM  15      -   1.00000363  x   1.00028282  =   1.00028645
 AH6317
 AH6317:                Primary Azimuth Mark                     Grid Az
 AH6317:SPC LA S     -  SBTB 08                                  131 31 54.6
 AH6317:UTM  15      -  SBTB 08                                  130 42 56.4
 AH6317
 AH6317|---------------------------------------------------------------------|
 AH6317| PID    Reference Object                     Distance      Geod. Az  |
 AH6317|                                                           dddmmss.s |
 AH6317| AH6315 SBTB 08                             APPROX. 0.8 KM 1315443.1 |
 AH6317|---------------------------------------------------------------------|
 AH6317
 AH6317                          SUPERSEDED SURVEY CONTROL
 AH6317
 AH6317  ELLIP H (12/17/98)  -23.08   (m)                       GP(       ) 4 2
 AH6317
 AH6317.Superseded values are not recommended for survey control.
 AH6317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6317.See file dsdata.txt to determine how the superseded data were derived.
 AH6317
 AH6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3523267837(NAD 83)
 AH6317_MARKER: DD = SURVEY DISK
 AH6317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6317_STAMPING: SBTB 07
 AH6317_MARK LOGO: LA-109
 AH6317_PROJECTION: FLUSH
 AH6317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6317+STABILITY: SURFACE MOTION
 AH6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6317+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6317
 AH6317  HISTORY     - Date     Condition        Report By
 AH6317  HISTORY     - 1995     MONUMENTED       MPHI
 AH6317
 AH6317                          STATION DESCRIPTION
 AH6317
 AH6317'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6317'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6317'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6317'HWY 55 FOR 2.3 MI (3.7 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6317'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 18.2 FT (5.5 M)
 AH6317'SOUTHWEST FROM THE CENTERLINE OF HWY 55, 71.0 FT (21.6 M) SOUTHWEST
 AH6317'FROM THE LIGHT POLE, 31.0 FT (9.4 M) SOUTHEAST FROM THE POWER POLE
 AH6317'NO.61.5, AND 26.2 FT (8.0 M) NORTHEAST FROM THE EDGE OF BAYOU
 AH6317'TERREBONNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6315 ***********************************************************************
 AH6315  DESIGNATION -  SBTB 08
 AH6315  PID         -  AH6315
 AH6315  STATE/COUNTY-  LA/TERREBONNE
 AH6315  USGS QUAD   -  BOURG (1974)
 AH6315
 AH6315                         *CURRENT SURVEY CONTROL
 AH6315  ___________________________________________________________________
 AH6315* NAD 83(1992)-  29 30 47.42312(N)    090 34 00.70204(W)     ADJUSTED  
 AH6315* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6315  **This station is located in a subsidence area (see below).
 AH6315  ___________________________________________________________________
 AH6315  X           -     -54,958.252 (meters)                     COMP
 AH6315  Y           -  -5,554,746.878 (meters)                     COMP
 AH6315  Z           -   3,123,513.617 (meters)                     COMP
 AH6315  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6315  ELLIP HEIGHT-         -24.14  (meters)          (02/21/02) GPS OBS
 AH6315  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AH6315
 AH6315  HORZ ORDER  -  FIRST
 AH6315  ELLP ORDER  -  FIFTH     CLASS I
 AH6315
 AH6315.The horizontal coordinates were established by GPS observations
 AH6315.and adjusted by the National Geodetic Survey in December 1998..
 AH6315
 AH6315 ** The orthometric height has not been validated since last determined
 AH6315 ** by differential leveling and should not be used for control purposes.
 AH6315 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6315 ** area with valid NAVD 88 orthometric heights.
 AH6315 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6315 ** epoch indicated which incorporates improved geoid heights for the
 AH6315 ** Southern Louisiana Subsidence area.
 AH6315 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6315.The orthometric height was determined by GPS observations and a
 AH6315.high-resolution geoid model.
 AH6315
 AH6315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6315
 AH6315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6315
 AH6315.The ellipsoidal height was determined by GPS observations
 AH6315.and is referenced to NAD 83.
 AH6315
 AH6315.The geoid height was determined by GEOID03.
 AH6315
 AH6315;                    North         East     Units Scale Factor Converg.
 AH6315;SPC LA S     -   112,554.333 1,074,308.890   MT  0.99996172   +0 22 59.7
 AH6315;SPC LA S     -   369,272.01  3,524,628.42   sFT  0.99996172   +0 22 59.7
 AH6315;UTM  15      - 3,267,310.837   735,844.231   MT  1.00028637   +1 11 57.0
 AH6315
 AH6315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6315!SPC LA S     -   1.00000379  x   0.99996172  =   0.99996551
 AH6315!UTM  15      -   1.00000379  x   1.00028637  =   1.00029016
 AH6315
 AH6315:                Primary Azimuth Mark                     Grid Az
 AH6315:SPC LA S     -  SBTB 07                                  311 31 54.4
 AH6315:UTM  15      -  SBTB 07                                  310 42 57.1
 AH6315
 AH6315|---------------------------------------------------------------------|
 AH6315| PID    Reference Object                     Distance      Geod. Az  |
 AH6315|                                                           dddmmss.s |
 AH6315| AH6317 SBTB 07                             APPROX. 0.8 KM 3115454.1 |
 AH6315|---------------------------------------------------------------------|
 AH6315
 AH6315                          SUPERSEDED SURVEY CONTROL
 AH6315
 AH6315  ELLIP H (12/17/98)  -24.10   (m)                       GP(       ) 4 2
 AH6315
 AH6315.Superseded values are not recommended for survey control.
 AH6315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6315.See file dsdata.txt to determine how the superseded data were derived.
 AH6315
 AH6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3584467311(NAD 83)
 AH6315_MARKER: DD = SURVEY DISK
 AH6315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6315_STAMPING: SBTB 08
 AH6315_MARK LOGO: LA-109
 AH6315_PROJECTION: FLUSH
 AH6315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6315+STABILITY: SURFACE MOTION
 AH6315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6315+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6315
 AH6315  HISTORY     - Date     Condition        Report By
 AH6315  HISTORY     - 1995     MONUMENTED       MPHI
 AH6315
 AH6315                          STATION DESCRIPTION
 AH6315
 AH6315'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6315'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6315'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.   TRAVEL SOUTH ON
 AH6315'HWY 55 FOR 2.8 MI (4.5 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6315'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 23.2 FT (7.1 M)
 AH6315'SOUTHWEST FROM THE CENTERLINE OF HWY 55, 96.4 FT (29.4 M) SOUTHEAST
 AH6315'FROM THE CENTERLINE OF THE BOX CULVERT CROSSING THE SOUTH SIDE OF HWY
 AH6315'55, 54.0 FT (16.5 M) NORTHEAST FROM THE EDGE OF BAYOU TERREBONNE, 51.0
 AH6315'FT (15.5 M) NORTHWEST FROM THE POWER POLE, AND 58.9 FT (18.0 M)
 AH6315'SOUTHWEST FROM THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6313 ***********************************************************************
 AH6313  DESIGNATION -  SBTB 09
 AH6313  PID         -  AH6313
 AH6313  STATE/COUNTY-  LA/TERREBONNE
 AH6313  USGS QUAD   -  BOURG (1974)
 AH6313
 AH6313                         *CURRENT SURVEY CONTROL
 AH6313  ___________________________________________________________________
 AH6313* NAD 83(1992)-  29 30 31.70645(N)    090 33 35.74532(W)     ADJUSTED  
 AH6313* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6313  **This station is located in a subsidence area (see below).
 AH6313  ___________________________________________________________________
 AH6313  X           -     -54,288.494 (meters)                     COMP
 AH6313  Y           -  -5,554,992.074 (meters)                     COMP
 AH6313  Z           -   3,123,092.612 (meters)                     COMP
 AH6313  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6313  ELLIP HEIGHT-         -23.88  (meters)          (02/21/02) GPS OBS
 AH6313  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH6313
 AH6313  HORZ ORDER  -  FIRST
 AH6313  ELLP ORDER  -  FIFTH     CLASS I
 AH6313
 AH6313.The horizontal coordinates were established by GPS observations
 AH6313.and adjusted by the National Geodetic Survey in December 1998..
 AH6313
 AH6313 ** The orthometric height has not been validated since last determined
 AH6313 ** by differential leveling and should not be used for control purposes.
 AH6313 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6313 ** area with valid NAVD 88 orthometric heights.
 AH6313 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6313 ** epoch indicated which incorporates improved geoid heights for the
 AH6313 ** Southern Louisiana Subsidence area.
 AH6313 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6313.The orthometric height was determined by GPS observations and a
 AH6313.high-resolution geoid model.
 AH6313
 AH6313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6313
 AH6313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6313
 AH6313.The ellipsoidal height was determined by GPS observations
 AH6313.and is referenced to NAD 83.
 AH6313
 AH6313.The geoid height was determined by GEOID03.
 AH6313
 AH6313;                    North         East     Units Scale Factor Converg.
 AH6313;SPC LA S     -   112,074.961 1,074,984.240   MT  0.99996237   +0 23 12.2
 AH6313;SPC LA S     -   367,699.27  3,526,844.13   sFT  0.99996237   +0 23 12.2
 AH6313;UTM  15      - 3,266,840.976   736,526.560   MT  1.00029035   +1 12 08.8
 AH6313
 AH6313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6313!SPC LA S     -   1.00000375  x   0.99996237  =   0.99996612
 AH6313!UTM  15      -   1.00000375  x   1.00029035  =   1.00029410
 AH6313
 AH6313:                Primary Azimuth Mark                     Grid Az
 AH6313:SPC LA S     -  SBTB 08                                  305 22 03.4
 AH6313:UTM  15      -  SBTB 08                                  304 33 06.8
 AH6313
 AH6313|---------------------------------------------------------------------|
 AH6313| PID    Reference Object                     Distance      Geod. Az  |
 AH6313|                                                           dddmmss.s |
 AH6313| AH6315 SBTB 08                             APPROX. 0.8 KM 3054515.6 |
 AH6313|---------------------------------------------------------------------|
 AH6313
 AH6313                          SUPERSEDED SURVEY CONTROL
 AH6313
 AH6313  ELLIP H (12/17/98)  -23.84   (m)                       GP(       ) 4 2
 AH6313
 AH6313.Superseded values are not recommended for survey control.
 AH6313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6313.See file dsdata.txt to determine how the superseded data were derived.
 AH6313
 AH6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3652766841(NAD 83)
 AH6313_MARKER: DD = SURVEY DISK
 AH6313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6313_STAMPING: SBTB 09
 AH6313_MARK LOGO: LA-109
 AH6313_PROJECTION: FLUSH
 AH6313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6313+STABILITY: SURFACE MOTION
 AH6313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6313+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6313
 AH6313  HISTORY     - Date     Condition        Report By
 AH6313  HISTORY     - 1995     MONUMENTED       MPHI
 AH6313
 AH6313                          STATION DESCRIPTION
 AH6313
 AH6313'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6313'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6313'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6313'HWY 55 FOR 3.35 MI (5.39 KM) AND THE STATION IS ON THE LEFT.   THE
 AH6313'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 29.2 FT (8.9 M)
 AH6313'NORTHEAST FROM THE CENTERLINE OF HWY 55, 63.4 FT (19.3 M) NORTHEAST
 AH6313'FROM THE POWER POLE NO.41, 40.0 FT (12.2 M) NORTHWEST FROM THE
 AH6313'CENTERLINE OF THE BOX CULVERT CROSSING THE NORTHEAST SIDE OF HWY 55,
 AH6313'AND 65.10 FT (19.84 M) NORTH FROM THE SOUTHWEST SIDE OF HWY 55 (BAYOU
 AH6313'SIDE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6312 ***********************************************************************
 AH6312  DESIGNATION -  SBTB 10
 AH6312  PID         -  AH6312
 AH6312  STATE/COUNTY-  LA/TERREBONNE
 AH6312  USGS QUAD   -  BOURG (1974)
 AH6312
 AH6312                         *CURRENT SURVEY CONTROL
 AH6312  ___________________________________________________________________
 AH6312* NAD 83(1992)-  29 30 09.86868(N)    090 33 19.75414(W)     ADJUSTED  
 AH6312* NAVD 88     -         1.8  **(meters)       6.   **(feet)  GPS OBS   
 AH6312  **This station is located in a subsidence area (see below).
 AH6312  ___________________________________________________________________
 AH6312  X           -     -53,861.045 (meters)                     COMP
 AH6312  Y           -  -5,555,327.833 (meters)                     COMP
 AH6312  Z           -   3,122,507.674 (meters)                     COMP
 AH6312  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6312  ELLIP HEIGHT-         -23.39  (meters)          (02/21/02) GPS OBS
 AH6312  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AH6312
 AH6312  HORZ ORDER  -  FIRST
 AH6312  ELLP ORDER  -  FIFTH     CLASS I
 AH6312
 AH6312.The horizontal coordinates were established by GPS observations
 AH6312.and adjusted by the National Geodetic Survey in December 1998..
 AH6312
 AH6312 ** The orthometric height has not been validated since last determined
 AH6312 ** by differential leveling and should not be used for control purposes.
 AH6312 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6312 ** area with valid NAVD 88 orthometric heights.
 AH6312 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6312 ** epoch indicated which incorporates improved geoid heights for the
 AH6312 ** Southern Louisiana Subsidence area.
 AH6312 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6312.The orthometric height was determined by GPS observations and a
 AH6312.high-resolution geoid model.
 AH6312
 AH6312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6312
 AH6312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6312
 AH6312.The ellipsoidal height was determined by GPS observations
 AH6312.and is referenced to NAD 83.
 AH6312
 AH6312.The geoid height was determined by GEOID03.
 AH6312
 AH6312;                    North         East     Units Scale Factor Converg.
 AH6312;SPC LA S     -   111,405.530 1,075,419.464   MT  0.99996328   +0 23 20.2
 AH6312;SPC LA S     -   365,502.98  3,528,272.02   sFT  0.99996328   +0 23 20.2
 AH6312;UTM  15      - 3,266,177.591   736,971.416   MT  1.00029295   +1 12 15.8
 AH6312
 AH6312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6312!SPC LA S     -   1.00000367  x   0.99996328  =   0.99996695
 AH6312!UTM  15      -   1.00000367  x   1.00029295  =   1.00029662
 AH6312
 AH6312:                Primary Azimuth Mark                     Grid Az
 AH6312:SPC LA S     -  SBTB 11                                  164 44 38.8
 AH6312:UTM  15      -  SBTB 11                                  163 55 43.2
 AH6312
 AH6312|---------------------------------------------------------------------|
 AH6312| PID    Reference Object                     Distance      Geod. Az  |
 AH6312|                                                           dddmmss.s |
 AH6312| AH6303 SBTB 11                             APPROX. 0.9 KM 1650759.0 |
 AH6312| AH6313 SBTB 09                             APPROX. 0.8 KM 3272133.7 |
 AH6312|---------------------------------------------------------------------|
 AH6312
 AH6312                          SUPERSEDED SURVEY CONTROL
 AH6312
 AH6312  ELLIP H (12/17/98)  -23.35   (m)                       GP(       ) 4 2
 AH6312
 AH6312.Superseded values are not recommended for survey control.
 AH6312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6312.See file dsdata.txt to determine how the superseded data were derived.
 AH6312
 AH6312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3697166178(NAD 83)
 AH6312_MARKER: DD = SURVEY DISK
 AH6312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6312_STAMPING: SBTB 10
 AH6312_MARK LOGO: LA-109
 AH6312_PROJECTION: FLUSH
 AH6312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6312+STABILITY: SURFACE MOTION
 AH6312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6312+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6312
 AH6312  HISTORY     - Date     Condition        Report By
 AH6312  HISTORY     - 1995     MONUMENTED       MPHI
 AH6312
 AH6312                          STATION DESCRIPTION
 AH6312
 AH6312'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6312'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6312'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6312'HWY 55 FOR 3.85 MI (6.20 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6312'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 17.4 FT (5.3 M)
 AH6312'SOUTHWEST FROM THE CENTERLINE OF HWY 55, 82.4 FT (25.1 M) NORTHWEST
 AH6312'FROM THE POWER POLE WITH A LIGHT, 105.7 FT (32.2 M) NORTHWEST FROM THE
 AH6312'FIRE HYDRANT, 57.0 FT (17.4 M) NORTH FROM THE POWER POLE WITH A LIGHT,
 AH6312'AND 25.3 FT (7.7 M) NORTHEAST FROM THE EDGE OF BAYOU TERREBONNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6303 ***********************************************************************
 AH6303  DESIGNATION -  SBTB 11
 AH6303  PID         -  AH6303
 AH6303  STATE/COUNTY-  LA/TERREBONNE
 AH6303  USGS QUAD   -  MONTEGUT (1994)
 AH6303
 AH6303                         *CURRENT SURVEY CONTROL
 AH6303  ___________________________________________________________________
 AH6303* NAD 83(1992)-  29 29 41.99041(N)    090 33 11.29480(W)     ADJUSTED  
 AH6303* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6303  **This station is located in a subsidence area (see below).
 AH6303  ___________________________________________________________________
 AH6303  X           -     -53,637.286 (meters)                     COMP
 AH6303  Y           -  -5,555,752.354 (meters)                     COMP
 AH6303  Z           -   3,121,760.392 (meters)                     COMP
 AH6303  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6303  ELLIP HEIGHT-         -23.77  (meters)          (02/21/02) GPS OBS
 AH6303  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AH6303
 AH6303  HORZ ORDER  -  FIRST
 AH6303  ELLP ORDER  -  FIFTH     CLASS I
 AH6303
 AH6303.The horizontal coordinates were established by GPS observations
 AH6303.and adjusted by the National Geodetic Survey in December 1998..
 AH6303
 AH6303 ** The orthometric height has not been validated since last determined
 AH6303 ** by differential leveling and should not be used for control purposes.
 AH6303 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6303 ** area with valid NAVD 88 orthometric heights.
 AH6303 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6303 ** epoch indicated which incorporates improved geoid heights for the
 AH6303 ** Southern Louisiana Subsidence area.
 AH6303 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6303.The orthometric height was determined by GPS observations and a
 AH6303.high-resolution geoid model.
 AH6303
 AH6303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6303
 AH6303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6303
 AH6303.The ellipsoidal height was determined by GPS observations
 AH6303.and is referenced to NAD 83.
 AH6303
 AH6303.The geoid height was determined by GEOID03.
 AH6303
 AH6303;                    North         East     Units Scale Factor Converg.
 AH6303;SPC LA S     -   110,548.758 1,075,653.141   MT  0.99996445   +0 23 24.4
 AH6303;SPC LA S     -   362,692.05  3,529,038.68   sFT  0.99996445   +0 23 24.4
 AH6303;UTM  15      - 3,265,323.949   737,217.342   MT  1.00029439   +1 12 19.0
 AH6303
 AH6303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6303!SPC LA S     -   1.00000373  x   0.99996445  =   0.99996818
 AH6303!UTM  15      -   1.00000373  x   1.00029439  =   1.00029812
 AH6303
 AH6303:                Primary Azimuth Mark                     Grid Az
 AH6303:SPC LA S     -  SBTB 12                                  178 11 07.9
 AH6303:UTM  15      -  SBTB 12                                  177 22 13.3
 AH6303
 AH6303|---------------------------------------------------------------------|
 AH6303| PID    Reference Object                     Distance      Geod. Az  |
 AH6303|                                                           dddmmss.s |
 AH6303| AH6302 SBTB 12                             APPROX. 0.7 KM 1783432.3 |
 AH6303|---------------------------------------------------------------------|
 AH6303
 AH6303                          SUPERSEDED SURVEY CONTROL
 AH6303
 AH6303  ELLIP H (12/17/98)  -23.73   (m)                       GP(       ) 4 2
 AH6303
 AH6303.Superseded values are not recommended for survey control.
 AH6303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6303.See file dsdata.txt to determine how the superseded data were derived.
 AH6303
 AH6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3721765324(NAD 83)
 AH6303_MARKER: DD = SURVEY DISK
 AH6303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6303_STAMPING: SBTB 11
 AH6303_MARK LOGO: LA-109
 AH6303_PROJECTION: FLUSH
 AH6303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6303+STABILITY: SURFACE MOTION
 AH6303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6303+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6303
 AH6303  HISTORY     - Date     Condition        Report By
 AH6303  HISTORY     - 1995     MONUMENTED       MPHI
 AH6303
 AH6303                          STATION DESCRIPTION
 AH6303
 AH6303'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6303'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6303'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6303'HWY 55 FOR 4.45 MI (7.16 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6303'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 17.10 FT (5.21 M)
 AH6303'SOUTHWEST FROM THE CENTERLINE OF HWY 55, 70.20 FT (21.40 M) NORTHWEST
 AH6303'FROM THE TELEPHONE PED. NO.1W, 74.50 FT (22.71 M) NORTH FROM THE NORTH
 AH6303'CORNER PILING OF HOUSE NO.924, 39.0 FT (11.9 M) NORTH FROM THE POWER
 AH6303'POLE NO.19.5, 20.0 FT (6.1 M) NORTHEAST FROM THE EDGE OF BAYOU
 AH6303'TERREBONNE (BULKHEAD), AND 8.2 FT (2.5 M) NORTHEAST FROM THE END OF
 AH6303'THE CENTERLINE OF THE BOX CULVERT AT BAYOU TERREBONNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6302 ***********************************************************************
 AH6302  DESIGNATION -  SBTB 12
 AH6302  PID         -  AH6302
 AH6302  STATE/COUNTY-  LA/TERREBONNE
 AH6302  USGS QUAD   -  MONTEGUT (1994)
 AH6302
 AH6302                         *CURRENT SURVEY CONTROL
 AH6302  ___________________________________________________________________
 AH6302* NAD 83(1992)-  29 29 18.52515(N)    090 33 10.62791(W)     ADJUSTED  
 AH6302* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6302  **This station is located in a subsidence area (see below).
 AH6302  ___________________________________________________________________
 AH6302  X           -     -53,622.753 (meters)                     COMP
 AH6302  Y           -  -5,556,107.896 (meters)                     COMP
 AH6302  Z           -   3,121,131.348 (meters)                     COMP
 AH6302  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6302  ELLIP HEIGHT-         -24.11  (meters)          (02/21/02) GPS OBS
 AH6302  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AH6302
 AH6302  HORZ ORDER  -  FIRST
 AH6302  ELLP ORDER  -  FIFTH     CLASS I
 AH6302
 AH6302.The horizontal coordinates were established by GPS observations
 AH6302.and adjusted by the National Geodetic Survey in December 1998..
 AH6302
 AH6302 ** The orthometric height has not been validated since last determined
 AH6302 ** by differential leveling and should not be used for control purposes.
 AH6302 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6302 ** area with valid NAVD 88 orthometric heights.
 AH6302 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6302 ** epoch indicated which incorporates improved geoid heights for the
 AH6302 ** Southern Louisiana Subsidence area.
 AH6302 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6302.The orthometric height was determined by GPS observations and a
 AH6302.high-resolution geoid model.
 AH6302
 AH6302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6302
 AH6302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6302
 AH6302.The ellipsoidal height was determined by GPS observations
 AH6302.and is referenced to NAD 83.
 AH6302
 AH6302.The geoid height was determined by GEOID03.
 AH6302
 AH6302;                    North         East     Units Scale Factor Converg.
 AH6302;SPC LA S     -   109,826.427 1,075,676.024   MT  0.99996546   +0 23 24.7
 AH6302;SPC LA S     -   360,322.20  3,529,113.76   sFT  0.99996546   +0 23 24.7
 AH6302;UTM  15      - 3,264,601.779   737,250.508   MT  1.00029459   +1 12 18.4
 AH6302
 AH6302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6302!SPC LA S     -   1.00000379  x   0.99996546  =   0.99996925
 AH6302!UTM  15      -   1.00000379  x   1.00029459  =   1.00029838
 AH6302
 AH6302:                Primary Azimuth Mark                     Grid Az
 AH6302:SPC LA S     -  SBTB 13                                  193 24 38.0
 AH6302:UTM  15      -  SBTB 13                                  192 35 44.3
 AH6302
 AH6302|---------------------------------------------------------------------|
 AH6302| PID    Reference Object                     Distance      Geod. Az  |
 AH6302|                                                           dddmmss.s |
 AH6302| AH6307 SBTB 13                             APPROX. 0.8 KM 1934802.7 |
 AH6302|---------------------------------------------------------------------|
 AH6302
 AH6302                          SUPERSEDED SURVEY CONTROL
 AH6302
 AH6302  ELLIP H (12/17/98)  -24.07   (m)                       GP(       ) 4 2
 AH6302
 AH6302.Superseded values are not recommended for survey control.
 AH6302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6302.See file dsdata.txt to determine how the superseded data were derived.
 AH6302
 AH6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3725164602(NAD 83)
 AH6302_MARKER: DD = SURVEY DISK
 AH6302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6302_STAMPING: SBTB 12
 AH6302_MARK LOGO: LA-109
 AH6302_PROJECTION: FLUSH
 AH6302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6302+STABILITY: SURFACE MOTION
 AH6302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6302+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6302
 AH6302  HISTORY     - Date     Condition        Report By
 AH6302  HISTORY     - 1995     MONUMENTED       MPHI
 AH6302
 AH6302                          STATION DESCRIPTION
 AH6302
 AH6302'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6302'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6302'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6302'HWY 55 FOR 4.9 MI (7.9 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6302'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 28.0 FT (8.5 M)
 AH6302'WEST FROM THE CENTERLINE OF HWY 55, 16.0 FT (4.9 M) NORTH FROM THE
 AH6302'CENTERLINE OF THE CULVERT(BOX-CEMENT) CROSSING HWY 55, 11.8 FT (3.6 M)
 AH6302'NORTHEAST FROM THE POWER POLE WITH A LIGHT, AND 79.0 FT (24.1 M) EAST
 AH6302'FROM THE EDGE OF BAYOU TERREBONNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6307 ***********************************************************************
 AH6307  DESIGNATION -  SBTB 13
 AH6307  PID         -  AH6307
 AH6307  STATE/COUNTY-  LA/TERREBONNE
 AH6307  USGS QUAD   -  MONTEGUT (1994)
 AH6307
 AH6307                         *CURRENT SURVEY CONTROL
 AH6307  ___________________________________________________________________
 AH6307* NAD 83(1992)-  29 28 53.18171(N)    090 33 17.74284(W)     ADJUSTED  
 AH6307* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6307  **This station is located in a subsidence area (see below).
 AH6307  ___________________________________________________________________
 AH6307  X           -     -53,818.128 (meters)                     COMP
 AH6307  Y           -  -5,556,490.243 (meters)                     COMP
 AH6307  Z           -   3,120,452.175 (meters)                     COMP
 AH6307  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6307  ELLIP HEIGHT-         -23.94  (meters)          (02/21/02) GPS OBS
 AH6307  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AH6307
 AH6307  HORZ ORDER  -  FIRST
 AH6307  ELLP ORDER  -  FIFTH     CLASS I
 AH6307
 AH6307.The horizontal coordinates were established by GPS observations
 AH6307.and adjusted by the National Geodetic Survey in December 1998..
 AH6307
 AH6307 ** The orthometric height has not been validated since last determined
 AH6307 ** by differential leveling and should not be used for control purposes.
 AH6307 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6307 ** area with valid NAVD 88 orthometric heights.
 AH6307 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6307 ** epoch indicated which incorporates improved geoid heights for the
 AH6307 ** Southern Louisiana Subsidence area.
 AH6307 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6307.The orthometric height was determined by GPS observations and a
 AH6307.high-resolution geoid model.
 AH6307
 AH6307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6307
 AH6307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6307
 AH6307.The ellipsoidal height was determined by GPS observations
 AH6307.and is referenced to NAD 83.
 AH6307
 AH6307.The geoid height was determined by GEOID03.
 AH6307
 AH6307;                    North         East     Units Scale Factor Converg.
 AH6307;SPC LA S     -   109,044.845 1,075,489.673   MT  0.99996655   +0 23 21.2
 AH6307;SPC LA S     -   357,757.96  3,528,502.37   sFT  0.99996655   +0 23 21.2
 AH6307;UTM  15      - 3,263,817.368   737,075.233   MT  1.00029356   +1 12 14.0
 AH6307
 AH6307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6307!SPC LA S     -   1.00000376  x   0.99996655  =   0.99997031
 AH6307!UTM  15      -   1.00000376  x   1.00029356  =   1.00029732
 AH6307
 AH6307:                Primary Azimuth Mark                     Grid Az
 AH6307:SPC LA S     -  SBTB 14                                  196 10 29.4
 AH6307:UTM  15      -  SBTB 14                                  195 21 36.6
 AH6307
 AH6307|---------------------------------------------------------------------|
 AH6307| PID    Reference Object                     Distance      Geod. Az  |
 AH6307|                                                           dddmmss.s |
 AH6307| AH6230 SBTB 14                             APPROX. 0.8 KM 1963350.6 |
 AH6307|---------------------------------------------------------------------|
 AH6307
 AH6307                          SUPERSEDED SURVEY CONTROL
 AH6307
 AH6307  ELLIP H (12/17/98)  -23.91   (m)                       GP(       ) 4 2
 AH6307
 AH6307.Superseded values are not recommended for survey control.
 AH6307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6307.See file dsdata.txt to determine how the superseded data were derived.
 AH6307
 AH6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3707563817(NAD 83)
 AH6307_MARKER: DD = SURVEY DISK
 AH6307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6307_STAMPING: SBTB 13
 AH6307_MARK LOGO: LA-109
 AH6307_PROJECTION: FLUSH
 AH6307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6307+STABILITY: SURFACE MOTION
 AH6307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6307+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6307
 AH6307  HISTORY     - Date     Condition        Report By
 AH6307  HISTORY     - 1995     MONUMENTED       MPHI
 AH6307
 AH6307                          STATION DESCRIPTION
 AH6307
 AH6307'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6307'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6307'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6307'HWY 55 FOR 5.40 MI (8.69 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6307'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 51.80 FT (15.79
 AH6307'M) NORTHWEST FROM THE CENTERLINE OF HWY 55, 132.50 FT (40.39 M)
 AH6307'SOUTHWEST FROM THE MONTEGUT VOLUNTEER FIRE DEPARTMENT FLAG POLE, 81.70
 AH6307'FT (24.90 M) NORTHWEST FROM THE POWER POLE WITH A LIGHT,  83.70 FT
 AH6307'(25.51 M) NORTHWEST FROM THE FIRE HYDRANT, 16.40 FT (5.00 M) SOUTHEAST
 AH6307'FROM THE EDGE OF BAYOU TERREBONNE, AND 119.2 FT (36.3 M) SOUTHWEST
 AH6307'FROM THE SOUTH CORNER OF THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6230 ***********************************************************************
 AH6230  DESIGNATION -  SBTB 14
 AH6230  PID         -  AH6230
 AH6230  STATE/COUNTY-  LA/TERREBONNE
 AH6230  USGS QUAD   -  MONTEGUT (1994)
 AH6230
 AH6230                         *CURRENT SURVEY CONTROL
 AH6230  ___________________________________________________________________
 AH6230* NAD 83(1992)-  29 28 27.80448(N)    090 33 26.36883(W)     ADJUSTED  
 AH6230* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6230  **This station is located in a subsidence area (see below).
 AH6230  ___________________________________________________________________
 AH6230  X           -     -54,054.240 (meters)                     COMP
 AH6230  Y           -  -5,556,872.441 (meters)                     COMP
 AH6230  Z           -   3,119,771.951 (meters)                     COMP
 AH6230  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6230  ELLIP HEIGHT-         -23.97  (meters)          (02/21/02) GPS OBS
 AH6230  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AH6230
 AH6230  HORZ ORDER  -  FIRST
 AH6230  ELLP ORDER  -  FIFTH     CLASS I
 AH6230
 AH6230.The horizontal coordinates were established by GPS observations
 AH6230.and adjusted by the National Geodetic Survey in December 1998..
 AH6230
 AH6230 ** The orthometric height has not been validated since last determined
 AH6230 ** by differential leveling and should not be used for control purposes.
 AH6230 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6230 ** area with valid NAVD 88 orthometric heights.
 AH6230 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6230 ** epoch indicated which incorporates improved geoid heights for the
 AH6230 ** Southern Louisiana Subsidence area.
 AH6230 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6230.The orthometric height was determined by GPS observations and a
 AH6230.high-resolution geoid model.
 AH6230
 AH6230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6230
 AH6230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6230
 AH6230.The ellipsoidal height was determined by GPS observations
 AH6230.and is referenced to NAD 83.
 AH6230
 AH6230.The geoid height was determined by GEOID03.
 AH6230
 AH6230;                    North         East     Units Scale Factor Converg.
 AH6230;SPC LA S     -   108,261.950 1,075,262.593   MT  0.99996767   +0 23 16.9
 AH6230;SPC LA S     -   355,189.41  3,527,757.36   sFT  0.99996767   +0 23 16.9
 AH6230;UTM  15      - 3,263,031.068   736,859.235   MT  1.00029230   +1 12 08.8
 AH6230
 AH6230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6230!SPC LA S     -   1.00000376  x   0.99996767  =   0.99997143
 AH6230!UTM  15      -   1.00000376  x   1.00029230  =   1.00029607
 AH6230
 AH6230:                Primary Azimuth Mark                     Grid Az
 AH6230:SPC LA S     -  SBTB 13                                  016 10 29.5
 AH6230:UTM  15      -  SBTB 13                                  015 21 37.6
 AH6230
 AH6230|---------------------------------------------------------------------|
 AH6230| PID    Reference Object                     Distance      Geod. Az  |
 AH6230|                                                           dddmmss.s |
 AH6230| AH6307 SBTB 13                             APPROX. 0.8 KM 0163346.4 |
 AH6230|---------------------------------------------------------------------|
 AH6230
 AH6230                          SUPERSEDED SURVEY CONTROL
 AH6230
 AH6230  ELLIP H (12/17/98)  -23.93   (m)                       GP(       ) 4 2
 AH6230
 AH6230.Superseded values are not recommended for survey control.
 AH6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6230.See file dsdata.txt to determine how the superseded data were derived.
 AH6230
 AH6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3685963031(NAD 83)
 AH6230_MARKER: DD = SURVEY DISK
 AH6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6230_STAMPING: SBTB 14
 AH6230_MARK LOGO: LA-109
 AH6230_PROJECTION: FLUSH
 AH6230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6230+STABILITY: SURFACE MOTION
 AH6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6230+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6230
 AH6230  HISTORY     - Date     Condition        Report By
 AH6230  HISTORY     - 1995     MONUMENTED       MPHI
 AH6230
 AH6230                          STATION DESCRIPTION
 AH6230
 AH6230'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6230'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6230'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6230'HWY 55 FOR 5.9 MI (9.5 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6230'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 26.3 FT (8.0 M)
 AH6230'WEST FROM THE CENTERLINE OF HWY 55, 51.0 FT (15.5 M) NORTHWEST FROM
 AH6230'THE FIRE HYDRANT, 80.5 FT (24.5 M) SOUTHEAST FROM THE SOUTHWEST CORNER
 AH6230'OF THE BOAT SHED, 66.5 FT (20.3 M) SOUTHWEST FROM THE SOUTHEAST CORNER
 AH6230'OF THE BOAT SHED, AND 60.0 FT (18.3 M) SOUTHEAST FROM THE EDGE OF
 AH6230'BAYOU TERREBONNE (BULKHEAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6374 ***********************************************************************
 AH6374  DESIGNATION -  SBTB 15
 AH6374  PID         -  AH6374
 AH6374  STATE/COUNTY-  LA/TERREBONNE
 AH6374  USGS QUAD   -  MONTEGUT (1994)
 AH6374
 AH6374                         *CURRENT SURVEY CONTROL
 AH6374  ___________________________________________________________________
 AH6374* NAD 83(1992)-  29 26 44.17129(N)    090 33 55.54626(W)     ADJUSTED  
 AH6374* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6374  **This station is located in a subsidence area (see below).
 AH6374  ___________________________________________________________________
 AH6374  X           -     -54,855.787 (meters)                     COMP
 AH6374  Y           -  -5,558,434.741 (meters)                     COMP
 AH6374  Z           -   3,116,994.130 (meters)                     COMP
 AH6374  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6374  ELLIP HEIGHT-         -23.08  (meters)          (02/21/02) GPS OBS
 AH6374  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH6374
 AH6374  HORZ ORDER  -  FIRST
 AH6374  ELLP ORDER  -  FIFTH     CLASS I
 AH6374
 AH6374.The horizontal coordinates were established by GPS observations
 AH6374.and adjusted by the National Geodetic Survey in December 1998..
 AH6374
 AH6374 ** The orthometric height has not been validated since last determined
 AH6374 ** by differential leveling and should not be used for control purposes.
 AH6374 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6374 ** area with valid NAVD 88 orthometric heights.
 AH6374 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6374 ** epoch indicated which incorporates improved geoid heights for the
 AH6374 ** Southern Louisiana Subsidence area.
 AH6374 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6374.The orthometric height was determined by GPS observations and a
 AH6374.high-resolution geoid model.
 AH6374
 AH6374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6374
 AH6374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6374
 AH6374.The ellipsoidal height was determined by GPS observations
 AH6374.and is referenced to NAD 83.
 AH6374
 AH6374.The geoid height was determined by GEOID03.
 AH6374
 AH6374;                    North         East     Units Scale Factor Converg.
 AH6374;SPC LA S     -   105,065.973 1,074,497.925   MT  0.99997237   +0 23 02.3
 AH6374;SPC LA S     -   344,703.95  3,525,248.61   sFT  0.99997237   +0 23 02.3
 AH6374;UTM  15      - 3,259,823.525   736,139.813   MT  1.00028810   +1 11 50.6
 AH6374
 AH6374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6374!SPC LA S     -   1.00000362  x   0.99997237  =   0.99997599
 AH6374!UTM  15      -   1.00000362  x   1.00028810  =   1.00029173
 AH6374
 AH6374:                Primary Azimuth Mark                     Grid Az
 AH6374:SPC LA S     -  SBTB 16                                  186 29 39.7
 AH6374:UTM  15      -  SBTB 16                                  185 40 51.4
 AH6374
 AH6374|---------------------------------------------------------------------|
 AH6374| PID    Reference Object                     Distance      Geod. Az  |
 AH6374|                                                           dddmmss.s |
 AH6374| AH6371 SBTB 16                             APPROX. 0.8 KM 1865242.0 |
 AH6374|---------------------------------------------------------------------|
 AH6374
 AH6374                          SUPERSEDED SURVEY CONTROL
 AH6374
 AH6374  ELLIP H (12/17/98)  -23.05   (m)                       GP(       ) 4 2
 AH6374
 AH6374.Superseded values are not recommended for survey control.
 AH6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6374.See file dsdata.txt to determine how the superseded data were derived.
 AH6374
 AH6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3614059824(NAD 83)
 AH6374_MARKER: DD = SURVEY DISK
 AH6374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6374_STAMPING: SBTB 15
 AH6374_MARK LOGO: LA-109
 AH6374_PROJECTION: FLUSH
 AH6374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6374+STABILITY: SURFACE MOTION
 AH6374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6374+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6374
 AH6374  HISTORY     - Date     Condition        Report By
 AH6374  HISTORY     - 1995     MONUMENTED       MPHI
 AH6374
 AH6374                          STATION DESCRIPTION
 AH6374
 AH6374'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6374'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6374'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6374'HWY 55 FOR 8.0 MI (12.9 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6374'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 14.5 FT (4.4 M)
 AH6374'WEST FROM THE CENTERLINE OF HWY 55, 72.10 FT (21.98 M) SOUTHWEST FROM
 AH6374'THE POWER POLE/TELEPHONE PED.NO.81, AND 28.0 FT (8.5 M) EAST FROM THE
 AH6374'EDGE OF BAYOU TERREBONNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6371 ***********************************************************************
 AH6371  DESIGNATION -  SBTB 16
 AH6371  PID         -  AH6371
 AH6371  STATE/COUNTY-  LA/TERREBONNE
 AH6371  USGS QUAD   -  MONTEGUT (1994)
 AH6371
 AH6371                         *CURRENT SURVEY CONTROL
 AH6371  ___________________________________________________________________
 AH6371* NAD 83(1992)-  29 26 18.60844(N)    090 33 59.06906(W)     ADJUSTED  
 AH6371* NAVD 88     -         2.3  **(meters)       8.   **(feet)  GPS OBS   
 AH6371  **This station is located in a subsidence area (see below).
 AH6371  ___________________________________________________________________
 AH6371  X           -     -54,954.547 (meters)                     COMP
 AH6371  Y           -  -5,558,820.951 (meters)                     COMP
 AH6371  Z           -   3,116,308.868 (meters)                     COMP
 AH6371  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6371  ELLIP HEIGHT-         -22.75  (meters)          (02/21/02) GPS OBS
 AH6371  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AH6371
 AH6371  HORZ ORDER  -  FIRST
 AH6371  ELLP ORDER  -  FIFTH     CLASS I
 AH6371
 AH6371.The horizontal coordinates were established by GPS observations
 AH6371.and adjusted by the National Geodetic Survey in December 1998..
 AH6371
 AH6371 ** The orthometric height has not been validated since last determined
 AH6371 ** by differential leveling and should not be used for control purposes.
 AH6371 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6371 ** area with valid NAVD 88 orthometric heights.
 AH6371 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6371 ** epoch indicated which incorporates improved geoid heights for the
 AH6371 ** Southern Louisiana Subsidence area.
 AH6371 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6371.The orthometric height was determined by GPS observations and a
 AH6371.high-resolution geoid model.
 AH6371
 AH6371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6371
 AH6371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6371
 AH6371.The ellipsoidal height was determined by GPS observations
 AH6371.and is referenced to NAD 83.
 AH6371
 AH6371.The geoid height was determined by GEOID03.
 AH6371
 AH6371;                    North         East     Units Scale Factor Converg.
 AH6371;SPC LA S     -   104,278.303 1,074,408.259   MT  0.99997357   +0 23 00.5
 AH6371;SPC LA S     -   342,119.73  3,524,954.43   sFT  0.99997357   +0 23 00.5
 AH6371;UTM  15      - 3,259,034.413   736,061.312   MT  1.00028765   +1 11 47.9
 AH6371
 AH6371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6371!SPC LA S     -   1.00000357  x   0.99997357  =   0.99997714
 AH6371!UTM  15      -   1.00000357  x   1.00028765  =   1.00029122
 AH6371
 AH6371:                Primary Azimuth Mark                     Grid Az
 AH6371:SPC LA S     -  SBTB 15                                  006 29 39.7
 AH6371:UTM  15      -  SBTB 15                                  005 40 52.3
 AH6371
 AH6371|---------------------------------------------------------------------|
 AH6371| PID    Reference Object                     Distance      Geod. Az  |
 AH6371|                                                           dddmmss.s |
 AH6371| AH6374 SBTB 15                             APPROX. 0.8 KM 0065240.2 |
 AH6371|---------------------------------------------------------------------|
 AH6371
 AH6371                          SUPERSEDED SURVEY CONTROL
 AH6371
 AH6371  ELLIP H (12/17/98)  -22.72   (m)                       GP(       ) 4 2
 AH6371
 AH6371.Superseded values are not recommended for survey control.
 AH6371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6371.See file dsdata.txt to determine how the superseded data were derived.
 AH6371
 AH6371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3606159034(NAD 83)
 AH6371_MARKER: DD = SURVEY DISK
 AH6371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6371_STAMPING: SBTB 16
 AH6371_MARK LOGO: LA-109
 AH6371_PROJECTION: FLUSH
 AH6371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6371+STABILITY: SURFACE MOTION
 AH6371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6371+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6371
 AH6371  HISTORY     - Date     Condition        Report By
 AH6371  HISTORY     - 1995     MONUMENTED       MPHI
 AH6371
 AH6371                          STATION DESCRIPTION
 AH6371
 AH6371'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6371'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6371'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6371'HWY 55 FOR 8.5 MI (13.7 KM) AND THE STATION IS ON THE LEFT.  THE
 AH6371'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 25.30 FT (7.71 M)
 AH6371'SOUTHEAST FROM THE CENTERLINE OF HWY 55, 28.3 FT (8.6 M) SOUTH FROM
 AH6371'THE BRIDGE WARNING LIGHT, 39.6 FT (12.1 M) SOUTHWEST FROM THE
 AH6371'TELEPHONE PED.NO.86, 28.5 FT (8.7 M) NORTHEAST FROM THE CENTERLINE OF
 AH6371'THE SHELL ROAD, AND 58.5 FT (17.8 M) NORTHEAST FROM THE EAST CORNER OF
 AH6371'THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6370 ***********************************************************************
 AH6370  DESIGNATION -  SBTB 17
 AH6370  PID         -  AH6370
 AH6370  STATE/COUNTY-  LA/TERREBONNE
 AH6370  USGS QUAD   -  MONTEGUT (1994)
 AH6370
 AH6370                         *CURRENT SURVEY CONTROL
 AH6370  ___________________________________________________________________
 AH6370* NAD 83(1992)-  29 25 53.03570(N)    090 34 01.63428(W)     ADJUSTED  
 AH6370* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6370  **This station is located in a subsidence area (see below).
 AH6370  ___________________________________________________________________
 AH6370  X           -     -55,027.505 (meters)                     COMP
 AH6370  Y           -  -5,559,206.678 (meters)                     COMP
 AH6370  Z           -   3,115,622.843 (meters)                     COMP
 AH6370  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6370  ELLIP HEIGHT-         -23.34  (meters)          (02/21/02) GPS OBS
 AH6370  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AH6370
 AH6370  HORZ ORDER  -  FIRST
 AH6370  ELLP ORDER  -  FIFTH     CLASS I
 AH6370
 AH6370.The horizontal coordinates were established by GPS observations
 AH6370.and adjusted by the National Geodetic Survey in December 1998..
 AH6370
 AH6370 ** The orthometric height has not been validated since last determined
 AH6370 ** by differential leveling and should not be used for control purposes.
 AH6370 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6370 ** area with valid NAVD 88 orthometric heights.
 AH6370 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6370 ** epoch indicated which incorporates improved geoid heights for the
 AH6370 ** Southern Louisiana Subsidence area.
 AH6370 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6370.The orthometric height was determined by GPS observations and a
 AH6370.high-resolution geoid model.
 AH6370
 AH6370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6370
 AH6370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6370
 AH6370.The ellipsoidal height was determined by GPS observations
 AH6370.and is referenced to NAD 83.
 AH6370
 AH6370.The geoid height was determined by GEOID03.
 AH6370
 AH6370;                    North         East     Units Scale Factor Converg.
 AH6370;SPC LA S     -   103,490.501 1,074,344.391   MT  0.99997479   +0 22 59.2
 AH6370;SPC LA S     -   339,535.09  3,524,744.89   sFT  0.99997479   +0 22 59.2
 AH6370;UTM  15      - 3,258,245.537   736,008.613   MT  1.00028734   +1 11 45.7
 AH6370
 AH6370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6370!SPC LA S     -   1.00000367  x   0.99997479  =   0.99997846
 AH6370!UTM  15      -   1.00000367  x   1.00028734  =   1.00029101
 AH6370
 AH6370:                Primary Azimuth Mark                     Grid Az
 AH6370:SPC LA S     -  SBTB 16                                  004 38 05.7
 AH6370:UTM  15      -  SBTB 16                                  003 49 19.2
 AH6370
 AH6370|---------------------------------------------------------------------|
 AH6370| PID    Reference Object                     Distance      Geod. Az  |
 AH6370|                                                           dddmmss.s |
 AH6370| AH6371 SBTB 16                             APPROX. 0.8 KM 0050104.9 |
 AH6370|---------------------------------------------------------------------|
 AH6370
 AH6370                          SUPERSEDED SURVEY CONTROL
 AH6370
 AH6370  ELLIP H (12/17/98)  -23.31   (m)                       GP(       ) 4 2
 AH6370
 AH6370.Superseded values are not recommended for survey control.
 AH6370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6370.See file dsdata.txt to determine how the superseded data were derived.
 AH6370
 AH6370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3600958246(NAD 83)
 AH6370_MARKER: DD = SURVEY DISK
 AH6370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6370_STAMPING: SBTB 17
 AH6370_MARK LOGO: LA-109
 AH6370_PROJECTION: FLUSH
 AH6370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6370+STABILITY: SURFACE MOTION
 AH6370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6370+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6370
 AH6370  HISTORY     - Date     Condition        Report By
 AH6370  HISTORY     - 1995     MONUMENTED       MPHI
 AH6370
 AH6370                          STATION DESCRIPTION
 AH6370
 AH6370'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6370'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6370'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6370'HWY 55 FOR 9.0 MI (14.5 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6370'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 15.8 FT (4.8 M)
 AH6370'WEST FROM THE CENTERLINE OF HWY 55, 112.4 FT (34.3 M) SOUTHWEST FROM
 AH6370'THE POWER POLE WITH A LIGHT, 70.3 FT (21.4 M) NORTHWEST FROM THE
 AH6370'TELEPHONE PED.NO.92, 65.5 FT (20.0 M) NORTHEAST FROM THE CENTERLINE OF
 AH6370'THE CROSSING SIGN ON THE WINTERSHALL BULKHEAD, AND 85.7 FT (26.1 M)
 AH6370'NORTH FROM THE CENTELRINE OF THE BOX CULVERT CROSSING HWY 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6367 ***********************************************************************
 AH6367  DESIGNATION -  SBTB 18
 AH6367  PID         -  AH6367
 AH6367  STATE/COUNTY-  LA/TERREBONNE
 AH6367  USGS QUAD   -  MONTEGUT (1994)
 AH6367
 AH6367                         *CURRENT SURVEY CONTROL
 AH6367  ___________________________________________________________________
 AH6367* NAD 83(1992)-  29 25 25.37235(N)    090 34 04.79417(W)     ADJUSTED  
 AH6367* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6367  **This station is located in a subsidence area (see below).
 AH6367  ___________________________________________________________________
 AH6367  X           -     -55,116.819 (meters)                     COMP
 AH6367  Y           -  -5,559,624.390 (meters)                     COMP
 AH6367  Z           -   3,114,881.048 (meters)                     COMP
 AH6367  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6367  ELLIP HEIGHT-         -23.23  (meters)          (02/21/02) GPS OBS
 AH6367  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AH6367
 AH6367  HORZ ORDER  -  FIRST
 AH6367  ELLP ORDER  -  FIFTH     CLASS I
 AH6367
 AH6367.The horizontal coordinates were established by GPS observations
 AH6367.and adjusted by the National Geodetic Survey in December 1998..
 AH6367
 AH6367 ** The orthometric height has not been validated since last determined
 AH6367 ** by differential leveling and should not be used for control purposes.
 AH6367 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6367 ** area with valid NAVD 88 orthometric heights.
 AH6367 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6367 ** epoch indicated which incorporates improved geoid heights for the
 AH6367 ** Southern Louisiana Subsidence area.
 AH6367 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6367.The orthometric height was determined by GPS observations and a
 AH6367.high-resolution geoid model.
 AH6367
 AH6367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6367
 AH6367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6367
 AH6367.The ellipsoidal height was determined by GPS observations
 AH6367.and is referenced to NAD 83.
 AH6367
 AH6367.The geoid height was determined by GEOID03.
 AH6367
 AH6367;                    North         East     Units Scale Factor Converg.
 AH6367;SPC LA S     -   102,638.226 1,074,264.915   MT  0.99997612   +0 22 57.6
 AH6367;SPC LA S     -   336,738.91  3,524,484.14   sFT  0.99997612   +0 22 57.6
 AH6367;UTM  15      - 3,257,391.954   735,941.213   MT  1.00028695   +1 11 43.1
 AH6367
 AH6367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6367!SPC LA S     -   1.00000365  x   0.99997612  =   0.99997977
 AH6367!UTM  15      -   1.00000365  x   1.00028695  =   1.00029060
 AH6367
 AH6367:                Primary Azimuth Mark                     Grid Az
 AH6367:SPC LA S     -  SBTB 17                                  005 19 39.2
 AH6367:UTM  15      -  SBTB 17                                  004 30 53.7
 AH6367
 AH6367|---------------------------------------------------------------------|
 AH6367| PID    Reference Object                     Distance      Geod. Az  |
 AH6367|                                                           dddmmss.s |
 AH6367| AH6370 SBTB 17                             APPROX. 0.9 KM 0054236.8 |
 AH6367|---------------------------------------------------------------------|
 AH6367
 AH6367                          SUPERSEDED SURVEY CONTROL
 AH6367
 AH6367  ELLIP H (12/17/98)  -23.21   (m)                       GP(       ) 4 2
 AH6367
 AH6367.Superseded values are not recommended for survey control.
 AH6367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6367.See file dsdata.txt to determine how the superseded data were derived.
 AH6367
 AH6367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3594157392(NAD 83)
 AH6367_MARKER: DD = SURVEY DISK
 AH6367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6367_STAMPING: SBTB 18
 AH6367_MARK LOGO: LA-109
 AH6367_PROJECTION: FLUSH
 AH6367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6367+STABILITY: SURFACE MOTION
 AH6367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6367+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6367
 AH6367  HISTORY     - Date     Condition        Report By
 AH6367  HISTORY     - 1995     MONUMENTED       MPHI
 AH6367
 AH6367                          STATION DESCRIPTION
 AH6367
 AH6367'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6367'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6367'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6367'HWY 55 FOR 9.5 MI (15.3 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6367'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 15.2 FT (4.6 M)
 AH6367'NORTHWEST FROM THE CENTERLINE OF HWY 55, 98.0 FT (29.9 M) SOUTHWEST
 AH6367'FROM THE NORTHWEST CORNER OF HOUSE NO.1715, 50.8 FT (15.5 M) NORTHWEST
 AH6367'FROM THE FIRE HYDRANT, AND 51.10 FT (15.58 M) NORTHWEST FROM THE
 AH6367'TELEPHONE PED.NO.102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6366 ***********************************************************************
 AH6366  DESIGNATION -  SBTB 19
 AH6366  PID         -  AH6366
 AH6366  STATE/COUNTY-  LA/TERREBONNE
 AH6366  USGS QUAD   -  MONTEGUT (1994)
 AH6366
 AH6366                         *CURRENT SURVEY CONTROL
 AH6366  ___________________________________________________________________
 AH6366* NAD 83(1992)-  29 25 01.10361(N)    090 34 11.99491(W)     ADJUSTED  
 AH6366* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6366  **This station is located in a subsidence area (see below).
 AH6366  ___________________________________________________________________
 AH6366  X           -     -55,314.555 (meters)                     COMP
 AH6366  Y           -  -5,559,989.263 (meters)                     COMP
 AH6366  Z           -   3,114,230.060 (meters)                     COMP
 AH6366  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AH6366  ELLIP HEIGHT-         -23.49  (meters)          (02/21/02) GPS OBS
 AH6366  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AH6366
 AH6366  HORZ ORDER  -  FIRST
 AH6366  ELLP ORDER  -  FIFTH     CLASS I
 AH6366
 AH6366.The horizontal coordinates were established by GPS observations
 AH6366.and adjusted by the National Geodetic Survey in December 1998..
 AH6366
 AH6366 ** The orthometric height has not been validated since last determined
 AH6366 ** by differential leveling and should not be used for control purposes.
 AH6366 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6366 ** area with valid NAVD 88 orthometric heights.
 AH6366 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6366 ** epoch indicated which incorporates improved geoid heights for the
 AH6366 ** Southern Louisiana Subsidence area.
 AH6366 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6366.The orthometric height was determined by GPS observations and a
 AH6366.high-resolution geoid model.
 AH6366
 AH6366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6366
 AH6366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6366
 AH6366.The ellipsoidal height was determined by GPS observations
 AH6366.and is referenced to NAD 83.
 AH6366
 AH6366.The geoid height was determined by GEOID03.
 AH6366
 AH6366;                    North         East     Units Scale Factor Converg.
 AH6366;SPC LA S     -   101,889.739 1,074,075.804   MT  0.99997730   +0 22 54.0
 AH6366;SPC LA S     -   334,283.25  3,523,863.70   sFT  0.99997730   +0 22 54.0
 AH6366;UTM  15      - 3,256,640.628   735,762.680   MT  1.00028591   +1 11 38.7
 AH6366
 AH6366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6366!SPC LA S     -   1.00000369  x   0.99997730  =   0.99998099
 AH6366!UTM  15      -   1.00000369  x   1.00028591  =   1.00028960
 AH6366
 AH6366:                Primary Azimuth Mark                     Grid Az
 AH6366:SPC LA S     -  SBTB 18                                  014 10 46.2
 AH6366:UTM  15      -  SBTB 18                                  013 22 01.5
 AH6366
 AH6366|---------------------------------------------------------------------|
 AH6366| PID    Reference Object                     Distance      Geod. Az  |
 AH6366|                                                           dddmmss.s |
 AH6366| AH6367 SBTB 18                             APPROX. 0.8 KM 0143340.2 |
 AH6366|---------------------------------------------------------------------|
 AH6366
 AH6366                          SUPERSEDED SURVEY CONTROL
 AH6366
 AH6366  ELLIP H (12/17/98)  -23.47   (m)                       GP(       ) 4 2
 AH6366
 AH6366.Superseded values are not recommended for survey control.
 AH6366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6366.See file dsdata.txt to determine how the superseded data were derived.
 AH6366
 AH6366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3576356641(NAD 83)
 AH6366_MARKER: DD = SURVEY DISK
 AH6366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6366_STAMPING: SBTB 19
 AH6366_MARK LOGO: LA-109
 AH6366_PROJECTION: FLUSH
 AH6366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6366+STABILITY: SURFACE MOTION
 AH6366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6366+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6366
 AH6366  HISTORY     - Date     Condition        Report By
 AH6366  HISTORY     - 1995     MONUMENTED       MPHI
 AH6366
 AH6366                          STATION DESCRIPTION
 AH6366
 AH6366'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6366'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6366'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6366'HWY 55 FOR 10.0 MI (16.1 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6366'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 17.40 FT (5.30 M)
 AH6366'NORTHWEST FROM THE CENTERLINE OF HWY 55, 130.10 FT (39.65 M) SOUTHWEST
 AH6366'FROM THE POWER POLE, 125.90 FT (38.37 M) SOUTHWEST FROM THE FIRE
 AH6366'HYDRANT, AND 82.80 FT (25.24 M) NORTHWEST FROM THE CORNER OF THE 4 FT
 AH6366'CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6363 ***********************************************************************
 AH6363  DESIGNATION -  SBTB 20
 AH6363  PID         -  AH6363
 AH6363  STATE/COUNTY-  LA/TERREBONNE
 AH6363  USGS QUAD   -  MONTEGUT (1994)
 AH6363
 AH6363                         *CURRENT SURVEY CONTROL
 AH6363  ___________________________________________________________________
 AH6363* NAD 83(1992)-  29 24 40.42564(N)    090 34 24.00411(W)     ADJUSTED  
 AH6363* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6363  **This station is located in a subsidence area (see below).
 AH6363  ___________________________________________________________________
 AH6363  X           -     -55,641.401 (meters)                     COMP
 AH6363  Y           -  -5,560,298.835 (meters)                     COMP
 AH6363  Z           -   3,113,675.544 (meters)                     COMP
 AH6363  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AH6363  ELLIP HEIGHT-         -23.33  (meters)          (02/21/02) GPS OBS
 AH6363  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AH6363
 AH6363  HORZ ORDER  -  FIRST
 AH6363  ELLP ORDER  -  FIFTH     CLASS I
 AH6363
 AH6363.The horizontal coordinates were established by GPS observations
 AH6363.and adjusted by the National Geodetic Survey in December 1998..
 AH6363
 AH6363 ** The orthometric height has not been validated since last determined
 AH6363 ** by differential leveling and should not be used for control purposes.
 AH6363 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6363 ** area with valid NAVD 88 orthometric heights.
 AH6363 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6363 ** epoch indicated which incorporates improved geoid heights for the
 AH6363 ** Southern Louisiana Subsidence area.
 AH6363 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6363.The orthometric height was determined by GPS observations and a
 AH6363.high-resolution geoid model.
 AH6363
 AH6363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6363
 AH6363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6363
 AH6363.The ellipsoidal height was determined by GPS observations
 AH6363.and is referenced to NAD 83.
 AH6363
 AH6363.The geoid height was determined by GEOID03.
 AH6363
 AH6363;                    North         East     Units Scale Factor Converg.
 AH6363;SPC LA S     -   101,250.949 1,073,756.308   MT  0.99997832   +0 22 48.0
 AH6363;SPC LA S     -   332,187.49  3,522,815.49   sFT  0.99997832   +0 22 48.0
 AH6363;UTM  15      - 3,255,997.175   735,452.177   MT  1.00028411   +1 11 32.0
 AH6363
 AH6363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6363!SPC LA S     -   1.00000366  x   0.99997832  =   0.99998198
 AH6363!UTM  15      -   1.00000366  x   1.00028411  =   1.00028778
 AH6363
 AH6363:                Primary Azimuth Mark                     Grid Az
 AH6363:SPC LA S     -  SBTB 19                                  026 34 20.1
 AH6363:UTM  15      -  SBTB 19                                  025 45 36.1
 AH6363
 AH6363|---------------------------------------------------------------------|
 AH6363| PID    Reference Object                     Distance      Geod. Az  |
 AH6363|                                                           dddmmss.s |
 AH6363| AH6366 SBTB 19                             APPROX. 0.7 KM 0265708.1 |
 AH6363|---------------------------------------------------------------------|
 AH6363
 AH6363                          SUPERSEDED SURVEY CONTROL
 AH6363
 AH6363  ELLIP H (12/17/98)  -23.31   (m)                       GP(       ) 4 2
 AH6363
 AH6363.Superseded values are not recommended for survey control.
 AH6363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6363.See file dsdata.txt to determine how the superseded data were derived.
 AH6363
 AH6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3545255997(NAD 83)
 AH6363_MARKER: DD = SURVEY DISK
 AH6363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6363_STAMPING: SBTB 20
 AH6363_MARK LOGO: LA-109
 AH6363_PROJECTION: FLUSH
 AH6363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6363+STABILITY: SURFACE MOTION
 AH6363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6363+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6363
 AH6363  HISTORY     - Date     Condition        Report By
 AH6363  HISTORY     - 1995     MONUMENTED       MPHI
 AH6363
 AH6363                          STATION DESCRIPTION
 AH6363
 AH6363'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6363'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6363'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6363'HWY 55 FOR 10.45 MI (16.82 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6363'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 16.4 FT (5.0 M)
 AH6363'NORTHWEST FROM THE CENTERLINE OF HWY 55, 109.9 FT (33.5 M) SOUTHWEST
 AH6363'FROM THE FIRE HYDRANT, 53.0 FT (16.2 M) SOUTHWEST FROM THE TELEPHONE
 AH6363'PED.NO.119, 55.0 FT (16.8 M) WEST FROM THE POWER POLE, AND 25.6 FT
 AH6363'(7.8 M) SOUTHEAST FROM THE LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6362 ***********************************************************************
 AH6362  DESIGNATION -  SBTB 21
 AH6362  PID         -  AH6362
 AH6362  STATE/COUNTY-  LA/TERREBONNE
 AH6362  USGS QUAD   -  MONTEGUT (1994)
 AH6362
 AH6362                         *CURRENT SURVEY CONTROL
 AH6362  ___________________________________________________________________
 AH6362* NAD 83(1992)-  29 24 19.90548(N)    090 34 44.09668(W)     ADJUSTED  
 AH6362* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6362  **This station is located in a subsidence area (see below).
 AH6362  ___________________________________________________________________
 AH6362  X           -     -56,186.167 (meters)                     COMP
 AH6362  Y           -  -5,560,603.121 (meters)                     COMP
 AH6362  Z           -   3,113,124.877 (meters)                     COMP
 AH6362  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AH6362  ELLIP HEIGHT-         -23.89  (meters)          (02/21/02) GPS OBS
 AH6362  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AH6362
 AH6362  HORZ ORDER  -  FIRST
 AH6362  ELLP ORDER  -  FIFTH     CLASS I
 AH6362
 AH6362.The horizontal coordinates were established by GPS observations
 AH6362.and adjusted by the National Geodetic Survey in December 1998..
 AH6362
 AH6362 ** The orthometric height has not been validated since last determined
 AH6362 ** by differential leveling and should not be used for control purposes.
 AH6362 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6362 ** area with valid NAVD 88 orthometric heights.
 AH6362 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6362 ** epoch indicated which incorporates improved geoid heights for the
 AH6362 ** Southern Louisiana Subsidence area.
 AH6362 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6362.The orthometric height was determined by GPS observations and a
 AH6362.high-resolution geoid model.
 AH6362
 AH6362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6362
 AH6362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6362
 AH6362.The ellipsoidal height was determined by GPS observations
 AH6362.and is referenced to NAD 83.
 AH6362
 AH6362.The geoid height was determined by GEOID03.
 AH6362
 AH6362;                    North         East     Units Scale Factor Converg.
 AH6362;SPC LA S     -   100,615.589 1,073,218.825   MT  0.99997934   +0 22 38.0
 AH6362;SPC LA S     -   330,102.98  3,521,052.10   sFT  0.99997934   +0 22 38.0
 AH6362;UTM  15      - 3,255,354.066   734,923.593   MT  1.00028104   +1 11 21.4
 AH6362
 AH6362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6362!SPC LA S     -   1.00000375  x   0.99997934  =   0.99998309
 AH6362!UTM  15      -   1.00000375  x   1.00028104  =   1.00028479
 AH6362
 AH6362:                Primary Azimuth Mark                     Grid Az
 AH6362:SPC LA S     -  SBTB 20                                  040 13 46.6
 AH6362:UTM  15      -  SBTB 20                                  039 25 03.2
 AH6362
 AH6362|---------------------------------------------------------------------|
 AH6362| PID    Reference Object                     Distance      Geod. Az  |
 AH6362|                                                           dddmmss.s |
 AH6362| AH6363 SBTB 20                             APPROX. 0.8 KM 0403624.6 |
 AH6362|---------------------------------------------------------------------|
 AH6362
 AH6362                          SUPERSEDED SURVEY CONTROL
 AH6362
 AH6362  ELLIP H (12/17/98)  -23.88   (m)                       GP(       ) 4 2
 AH6362
 AH6362.Superseded values are not recommended for survey control.
 AH6362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6362.See file dsdata.txt to determine how the superseded data were derived.
 AH6362
 AH6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3492455354(NAD 83)
 AH6362_MARKER: DD = SURVEY DISK
 AH6362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6362_STAMPING: SBTB 21
 AH6362_MARK LOGO: LA-109
 AH6362_PROJECTION: FLUSH
 AH6362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6362+STABILITY: SURFACE MOTION
 AH6362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6362+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6362
 AH6362  HISTORY     - Date     Condition        Report By
 AH6362  HISTORY     - 1995     MONUMENTED       MPHI
 AH6362
 AH6362                          STATION DESCRIPTION
 AH6362
 AH6362'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6362'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6362'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55. TRAVEL SOUTH ON HWY
 AH6362'55 FOR 11.0 MI (17.7 KM) AND THE STATION IS ON THE RIGHT.  THE STATION
 AH6362'IS A 2 INCH DISK IN CONCRETE. THE STATION IS 14.8 FT (4.5 M) NORTHWEST
 AH6362'FROM THE CENTERLINE OF HWY 55, 145.40 FT (44.32 M) SOUTHWEST FROM THE
 AH6362'FIRE HYDRANT, 130.7 FT (39.8 M) SOUTHWEST FROM THE POWER POLE WITH A
 AH6362'LIGHT, AND 58.70 FT (17.89 M) NORTH FROM THE POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6355 ***********************************************************************
 AH6355  DESIGNATION -  SBTB 22
 AH6355  PID         -  AH6355
 AH6355  STATE/COUNTY-  LA/TERREBONNE
 AH6355  USGS QUAD   -  MONTEGUT (1994)
 AH6355
 AH6355                         *CURRENT SURVEY CONTROL
 AH6355  ___________________________________________________________________
 AH6355* NAD 83(1992)-  29 22 57.98300(N)    090 35 34.44342(W)     ADJUSTED  
 AH6355* NAVD 88     -         1.5  **(meters)       5.   **(feet)  GPS OBS   
 AH6355  **This station is located in a subsidence area (see below).
 AH6355  ___________________________________________________________________
 AH6355  X           -     -57,556.257 (meters)                     COMP
 AH6355  Y           -  -5,561,827.640 (meters)                     COMP
 AH6355  Z           -   3,110,927.509 (meters)                     COMP
 AH6355  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH6355  ELLIP HEIGHT-         -23.36  (meters)          (02/21/02) GPS OBS
 AH6355  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AH6355
 AH6355  HORZ ORDER  -  FIRST
 AH6355  ELLP ORDER  -  FIFTH     CLASS I
 AH6355
 AH6355.The horizontal coordinates were established by GPS observations
 AH6355.and adjusted by the National Geodetic Survey in December 1998..
 AH6355
 AH6355 ** The orthometric height has not been validated since last determined
 AH6355 ** by differential leveling and should not be used for control purposes.
 AH6355 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6355 ** area with valid NAVD 88 orthometric heights.
 AH6355 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6355 ** epoch indicated which incorporates improved geoid heights for the
 AH6355 ** Southern Louisiana Subsidence area.
 AH6355 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6355.The orthometric height was determined by GPS observations and a
 AH6355.high-resolution geoid model.
 AH6355
 AH6355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6355
 AH6355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6355
 AH6355.The ellipsoidal height was determined by GPS observations
 AH6355.and is referenced to NAD 83.
 AH6355
 AH6355.The geoid height was determined by GEOID03.
 AH6355
 AH6355;                    North         East     Units Scale Factor Converg.
 AH6355;SPC LA S     -    98,084.481 1,071,877.830   MT  0.99998351   +0 22 12.8
 AH6355;SPC LA S     -   321,798.83  3,516,652.51   sFT  0.99998351   +0 22 12.8
 AH6355;UTM  15      - 3,252,803.460   733,618.202   MT  1.00027349   +1 10 53.6
 AH6355
 AH6355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6355!SPC LA S     -   1.00000367  x   0.99998351  =   0.99998718
 AH6355!UTM  15      -   1.00000367  x   1.00027349  =   1.00027716
 AH6355
 AH6355:                Primary Azimuth Mark                     Grid Az
 AH6355:SPC LA S     -  SBTB 23                                  213 11 19.2
 AH6355:UTM  15      -  SBTB 23                                  212 22 38.4
 AH6355
 AH6355|---------------------------------------------------------------------|
 AH6355| PID    Reference Object                     Distance      Geod. Az  |
 AH6355|                                                           dddmmss.s |
 AH6355| AH6244 SBTB 23                             APPROX. 0.6 KM 2133332.0 |
 AH6355|---------------------------------------------------------------------|
 AH6355
 AH6355                          SUPERSEDED SURVEY CONTROL
 AH6355
 AH6355  ELLIP H (12/17/98)  -23.35   (m)                       GP(       ) 4 2
 AH6355
 AH6355.Superseded values are not recommended for survey control.
 AH6355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6355.See file dsdata.txt to determine how the superseded data were derived.
 AH6355
 AH6355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3361852803(NAD 83)
 AH6355_MARKER: DD = SURVEY DISK
 AH6355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6355_STAMPING: SBTB 22
 AH6355_MARK LOGO: LA-109
 AH6355_PROJECTION: FLUSH
 AH6355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6355+STABILITY: SURFACE MOTION
 AH6355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6355+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6355
 AH6355  HISTORY     - Date     Condition        Report By
 AH6355  HISTORY     - 1995     MONUMENTED       MPHI
 AH6355
 AH6355                          STATION DESCRIPTION
 AH6355
 AH6355'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6355'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6355'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6355'HWY 55 FOR 12.9 MI (20.8 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6355'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 22.4 FT (6.8 M)
 AH6355'NORTHWEST FROM THE CENTERLINE OF THE SHELL ROAD, 62.50 FT (19.05 M)
 AH6355'NORTHEAST FROM THE METER BOX, 47.4 FT (14.4 M) SOUTH FROM THE METER
 AH6355'BOX, AND 88.7 FT (27.0 M) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 AH6355'PILINGS OF THE YELLOW SLATE CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6244 ***********************************************************************
 AH6244  DESIGNATION -  SBTB 23
 AH6244  PID         -  AH6244
 AH6244  STATE/COUNTY-  LA/TERREBONNE
 AH6244  USGS QUAD   -  MONTEGUT (1994)
 AH6244
 AH6244                         *CURRENT SURVEY CONTROL
 AH6244  ___________________________________________________________________
 AH6244* NAD 83(1992)-  29 22 41.23823(N)    090 35 47.12556(W)     ADJUSTED  
 AH6244* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6244  **This station is located in a subsidence area (see below).
 AH6244  ___________________________________________________________________
 AH6244  X           -     -57,900.852 (meters)                     COMP
 AH6244  Y           -  -5,562,076.553 (meters)                     COMP
 AH6244  Z           -   3,110,477.999 (meters)                     COMP
 AH6244  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH6244  ELLIP HEIGHT-         -23.89  (meters)          (02/21/02) GPS OBS
 AH6244  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH6244
 AH6244  HORZ ORDER  -  FIRST
 AH6244  ELLP ORDER  -  FIFTH     CLASS I
 AH6244
 AH6244.The horizontal coordinates were established by GPS observations
 AH6244.and adjusted by the National Geodetic Survey in December 1998..
 AH6244
 AH6244 ** The orthometric height has not been validated since last determined
 AH6244 ** by differential leveling and should not be used for control purposes.
 AH6244 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6244 ** area with valid NAVD 88 orthometric heights.
 AH6244 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6244 ** epoch indicated which incorporates improved geoid heights for the
 AH6244 ** Southern Louisiana Subsidence area.
 AH6244 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6244.The orthometric height was determined by GPS observations and a
 AH6244.high-resolution geoid model.
 AH6244
 AH6244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6244
 AH6244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6244
 AH6244.The ellipsoidal height was determined by GPS observations
 AH6244.and is referenced to NAD 83.
 AH6244
 AH6244.The geoid height was determined by GEOID03.
 AH6244
 AH6244;                    North         East     Units Scale Factor Converg.
 AH6244;SPC LA S     -    97,566.733 1,071,539.171   MT  0.99998438   +0 22 06.5
 AH6244;SPC LA S     -   320,100.19  3,515,541.43   sFT  0.99998438   +0 22 06.5
 AH6244;UTM  15      - 3,252,280.818   733,286.813   MT  1.00027158   +1 10 46.8
 AH6244
 AH6244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6244!SPC LA S     -   1.00000375  x   0.99998438  =   0.99998813
 AH6244!UTM  15      -   1.00000375  x   1.00027158  =   1.00027533
 AH6244
 AH6244:                Primary Azimuth Mark                     Grid Az
 AH6244:SPC LA S     -  SBTB 22                                  033 11 19.3
 AH6244:UTM  15      -  SBTB 22                                  032 22 39.0
 AH6244
 AH6244|---------------------------------------------------------------------|
 AH6244| PID    Reference Object                     Distance      Geod. Az  |
 AH6244|                                                           dddmmss.s |
 AH6244| AH6355 SBTB 22                             APPROX. 0.6 KM 0333325.8 |
 AH6244| AH6243 SBTB 24                             APPROX. 0.7 KM 1961516.7 |
 AH6244|---------------------------------------------------------------------|
 AH6244
 AH6244                          SUPERSEDED SURVEY CONTROL
 AH6244
 AH6244  ELLIP H (12/17/98)  -23.87   (m)                       GP(       ) 4 2
 AH6244
 AH6244.Superseded values are not recommended for survey control.
 AH6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6244.See file dsdata.txt to determine how the superseded data were derived.
 AH6244
 AH6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3328752281(NAD 83)
 AH6244_MARKER: DD = SURVEY DISK
 AH6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6244_STAMPING: SBTB 23
 AH6244_MARK LOGO: LA-109
 AH6244_PROJECTION: FLUSH
 AH6244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6244+STABILITY: SURFACE MOTION
 AH6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6244+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6244
 AH6244  HISTORY     - Date     Condition        Report By
 AH6244  HISTORY     - 1995     MONUMENTED       MPHI
 AH6244
 AH6244                          STATION DESCRIPTION
 AH6244
 AH6244'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6244'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6244'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6244'HWY 55 FOR 13.3 MI (21.4 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6244'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 17.60 FT (5.36 M)
 AH6244'NORTHWEST FROM THE CENTERLINE OF THE ROAD, 35.0 FT (10.7 M) WEST FROM
 AH6244'THE POWER POLE, 24.9 FT (7.6 M) SOUTHEAST FROM THE CENTERLINE OF THE
 AH6244'DOCK WALKWAY, 87.6 FT (26.7 M) NORTHWEST FROM THE NORTHEAST CORNER OF
 AH6244'THE TRAILER (PROUD MARY) CAMP, AND 111.50 FT (33.99 M) NORTHWEST FROM
 AH6244'THE SOUTHWEST CORNER OF THE TRAILER (PROUD MARY) CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6243 ***********************************************************************
 AH6243  DESIGNATION -  SBTB 24
 AH6243  PID         -  AH6243
 AH6243  STATE/COUNTY-  LA/TERREBONNE
 AH6243  USGS QUAD   -  LAKE TAMBOUR (1994)
 AH6243
 AH6243                         *CURRENT SURVEY CONTROL
 AH6243  ___________________________________________________________________
 AH6243* NAD 83(1992)-  29 22 18.56082(N)    090 35 54.67405(W)     ADJUSTED  
 AH6243* NAVD 88     -         0.3  **(meters)       1.   **(feet)  GPS OBS   
 AH6243  **This station is located in a subsidence area (see below).
 AH6243  ___________________________________________________________________
 AH6243  X           -     -58,107.975 (meters)                     COMP
 AH6243  Y           -  -5,562,416.356 (meters)                     COMP
 AH6243  Z           -   3,109,869.240 (meters)                     COMP
 AH6243  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH6243  ELLIP HEIGHT-         -24.52  (meters)          (02/21/02) GPS OBS
 AH6243  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH6243
 AH6243  HORZ ORDER  -  FIRST
 AH6243  ELLP ORDER  -  FIFTH     CLASS I
 AH6243
 AH6243.The horizontal coordinates were established by GPS observations
 AH6243.and adjusted by the National Geodetic Survey in December 1998..
 AH6243
 AH6243 ** The orthometric height has not been validated since last determined
 AH6243 ** by differential leveling and should not be used for control purposes.
 AH6243 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6243 ** area with valid NAVD 88 orthometric heights.
 AH6243 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6243 ** epoch indicated which incorporates improved geoid heights for the
 AH6243 ** Southern Louisiana Subsidence area.
 AH6243 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6243.The orthometric height was determined by GPS observations and a
 AH6243.high-resolution geoid model.
 AH6243
 AH6243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6243
 AH6243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6243
 AH6243.The ellipsoidal height was determined by GPS observations
 AH6243.and is referenced to NAD 83.
 AH6243
 AH6243.The geoid height was determined by GEOID03.
 AH6243
 AH6243;                    North         East     Units Scale Factor Converg.
 AH6243;SPC LA S     -    96,867.226 1,071,340.094   MT  0.99998557   +0 22 02.7
 AH6243;SPC LA S     -   317,805.22  3,514,888.29   sFT  0.99998557   +0 22 02.7
 AH6243;UTM  15      - 3,251,578.362   733,097.603   MT  1.00027050   +1 10 42.2
 AH6243
 AH6243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6243!SPC LA S     -   1.00000385  x   0.99998557  =   0.99998942
 AH6243!UTM  15      -   1.00000385  x   1.00027050  =   1.00027435
 AH6243
 AH6243:                Primary Azimuth Mark                     Grid Az
 AH6243:SPC LA S     -  SBTB 23                                  015 53 10.3
 AH6243:UTM  15      -  SBTB 23                                  015 04 30.8
 AH6243
 AH6243|---------------------------------------------------------------------|
 AH6243| PID    Reference Object                     Distance      Geod. Az  |
 AH6243|                                                           dddmmss.s |
 AH6243| AH6244 SBTB 23                             APPROX. 0.7 KM 0161513.0 |
 AH6243|---------------------------------------------------------------------|
 AH6243
 AH6243                          SUPERSEDED SURVEY CONTROL
 AH6243
 AH6243  ELLIP H (12/17/98)  -24.51   (m)                       GP(       ) 4 2
 AH6243
 AH6243.Superseded values are not recommended for survey control.
 AH6243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6243.See file dsdata.txt to determine how the superseded data were derived.
 AH6243
 AH6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3309851578(NAD 83)
 AH6243_MARKER: DD = SURVEY DISK
 AH6243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6243_STAMPING: SBTB 24
 AH6243_MARK LOGO: LA-109
 AH6243_PROJECTION: FLUSH
 AH6243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6243+STABILITY: SURFACE MOTION
 AH6243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6243+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6243
 AH6243  HISTORY     - Date     Condition        Report By
 AH6243  HISTORY     - 1995     MONUMENTED       MPHI
 AH6243
 AH6243                          STATION DESCRIPTION
 AH6243
 AH6243'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6243'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6243'24 FOR 9.75 MI (15.69 KM) TO JUNCTIONWITH HWY 55.  TRAVEL SOUTH ON HWY
 AH6243'55 FOR 13.75 MI (22.13 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6243'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 51.0 FT (15.5 M)
 AH6243'SOUTHWEST FROM THE POWER POLE WITH A LIGHT NO.164, 78.0 FT (23.8 M)
 AH6243'SOUTHWEST FROM THE SOUTHWEST PILING OF CAMP S-30-55, AND 13.0 FT (4.0
 AH6243'M) NORTHWEST FROM THE CENTERLINE OF THE SHELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6352 ***********************************************************************
 AH6352  DESIGNATION -  SBTB 25
 AH6352  PID         -  AH6352
 AH6352  STATE/COUNTY-  LA/TERREBONNE
 AH6352  USGS QUAD   -  LAKE TAMBOUR (1994)
 AH6352
 AH6352                         *CURRENT SURVEY CONTROL
 AH6352  ___________________________________________________________________
 AH6352* NAD 83(1992)-  29 22 00.70631(N)    090 36 05.42465(W)     ADJUSTED  
 AH6352* NAVD 88     -         0.3  **(meters)       1.   **(feet)  GPS OBS   
 AH6352  **This station is located in a subsidence area (see below).
 AH6352  ___________________________________________________________________
 AH6352  X           -     -58,400.720 (meters)                     COMP
 AH6352  Y           -  -5,562,682.930 (meters)                     COMP
 AH6352  Z           -   3,109,390.175 (meters)                     COMP
 AH6352  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH6352  ELLIP HEIGHT-         -24.50  (meters)          (02/21/02) GPS OBS
 AH6352  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AH6352
 AH6352  HORZ ORDER  -  FIRST
 AH6352  ELLP ORDER  -  FIFTH     CLASS I
 AH6352
 AH6352.The horizontal coordinates were established by GPS observations
 AH6352.and adjusted by the National Geodetic Survey in December 1998..
 AH6352
 AH6352 ** The orthometric height has not been validated since last determined
 AH6352 ** by differential leveling and should not be used for control purposes.
 AH6352 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6352 ** area with valid NAVD 88 orthometric heights.
 AH6352 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6352 ** epoch indicated which incorporates improved geoid heights for the
 AH6352 ** Southern Louisiana Subsidence area.
 AH6352 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6352.The orthometric height was determined by GPS observations and a
 AH6352.high-resolution geoid model.
 AH6352
 AH6352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6352
 AH6352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6352
 AH6352.The ellipsoidal height was determined by GPS observations
 AH6352.and is referenced to NAD 83.
 AH6352
 AH6352.The geoid height was determined by GEOID03.
 AH6352
 AH6352;                    North         East     Units Scale Factor Converg.
 AH6352;SPC LA S     -    96,315.660 1,071,053.682   MT  0.99998652   +0 21 57.3
 AH6352;SPC LA S     -   315,995.63  3,513,948.62   sFT  0.99998652   +0 21 57.3
 AH6352;UTM  15      - 3,251,022.640   732,818.947   MT  1.00026889   +1 10 36.3
 AH6352
 AH6352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6352!SPC LA S     -   1.00000385  x   0.99998652  =   0.99999037
 AH6352!UTM  15      -   1.00000385  x   1.00026889  =   1.00027274
 AH6352
 AH6352:                Primary Azimuth Mark                     Grid Az
 AH6352:SPC LA S     -  SBTB 24                                  027 26 29.3
 AH6352:UTM  15      -  SBTB 24                                  026 37 50.3
 AH6352
 AH6352|---------------------------------------------------------------------|
 AH6352| PID    Reference Object                     Distance      Geod. Az  |
 AH6352|                                                           dddmmss.s |
 AH6352| AH6243 SBTB 24                             APPROX. 0.6 KM 0274826.6 |
 AH6352|---------------------------------------------------------------------|
 AH6352
 AH6352                          SUPERSEDED SURVEY CONTROL
 AH6352
 AH6352  ELLIP H (12/17/98)  -24.48   (m)                       GP(       ) 4 2
 AH6352
 AH6352.Superseded values are not recommended for survey control.
 AH6352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6352.See file dsdata.txt to determine how the superseded data were derived.
 AH6352
 AH6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3281951023(NAD 83)
 AH6352_MARKER: DD = SURVEY DISK
 AH6352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6352_STAMPING: SBTB 25
 AH6352_MARK LOGO: LA-109
 AH6352_PROJECTION: FLUSH
 AH6352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6352+STABILITY: SURFACE MOTION
 AH6352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6352+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6352
 AH6352  HISTORY     - Date     Condition        Report By
 AH6352  HISTORY     - 1995     MONUMENTED       MPHI
 AH6352
 AH6352                          STATION DESCRIPTION
 AH6352
 AH6352'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6352'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6352'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6352'HWY 55 FOR 14.15 MI (22.77 KM) AND THE STATION IS ON THE RIGHT.  THE
 AH6352'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 52.0 FT (15.8 M)
 AH6352'WEST FROM THE SERVICE POLE, 126.5 FT (38.6 M) NORTH FROM THE FIRE
 AH6352'HYDRANT, 69.6 FT (21.2 M) NORTHWEST FROM THE NORTH CORNER OF THE
 AH6352'PILING OF CAMP, AND 109.0 FT (33.2 M) SOUTHWEST FROM THE POWER POLE
 AH6352'WITH A LIGHT AND A TELEPHONE PED.NO.173.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1357 ***********************************************************************
 AT1357  DESIGNATION -  SCARS
 AT1357  PID         -  AT1357
 AT1357  STATE/COUNTY-  LA/PLAQUEMINES
 AT1357  USGS QUAD   -  BELLE CHASSE (1994)
 AT1357
 AT1357                         *CURRENT SURVEY CONTROL
 AT1357  ___________________________________________________________________
 AT1357* NAD 83(1992)-  29 49 56.06126(N)    089 57 35.35576(W)     ADJUSTED  
 AT1357* NAVD 88     -         2.7  **(meters)       9.   **(feet)  VERTCON   
 AT1357  **This station is located in a subsidence area (see below).
 AT1357  ___________________________________________________________________
 AT1357  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1357  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AT1357
 AT1357  HORZ ORDER  -  SECOND
 AT1357
 AT1357.The horizontal coordinates were established by classical geodetic methods
 AT1357.and adjusted by the National Geodetic Survey in January 1993..
 AT1357
 AT1357 ** The orthometric height has not been validated since last determined
 AT1357 ** by differential leveling and should not be used for control purposes.
 AT1357 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1357 ** area with valid NAVD 88 orthometric heights.
 AT1357 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1357 ** epoch indicated which incorporates improved geoid heights for the
 AT1357 ** Southern Louisiana Subsidence area.
 AT1357 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1357
 AT1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1357
 AT1357.The geoid height was determined by GEOID03.
 AT1357
 AT1357;                    North         East     Units Scale Factor Converg.
 AT1357;SPC LA S     -   148,466.834 1,132,734.962   MT  0.99993005   +0 41 12.4
 AT1357;SPC LA S     -   487,094.94  3,716,314.62   sFT  0.99993005   +0 41 12.4
 AT1357;UTM  16      - 3,303,873.401   213,988.475   MT  1.00060942   -1 28 24.2
 AT1357;UTM  15      - 3,304,075.941   793,780.276   MT  1.00066501   +1 30 48.5
 AT1357
 AT1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1357!SPC LA S     -   1.00000361  x   0.99993005  =   0.99993366
 AT1357!UTM  16      -   1.00000361  x   1.00060942  =   1.00061303
 AT1357!UTM  15      -   1.00000361  x   1.00066501  =   1.00066862
 AT1357
 AT1357|---------------------------------------------------------------------|
 AT1357| PID    Reference Object                     Distance      Geod. Az  |
 AT1357|                                                           dddmmss.s |
 AT1357| DD8058 SCARS RM 1                           20.743 METERS 01606     |
 AT1357| AT1358 SCARS LDH 1972 RM 2                   8.770 METERS 24533     |
 AT1357| DD8057 SCARS AZ MK                                        3100140.4 |
 AT1357| AT1349 BELLE CHASSE DALC WATER WKS TK      APPROX. 3.4 KM 3414431.5 |
 AT1357| AT1364 CHALMETTE KAISER ALUM STACK         APPROX.12.2 KM 3511058.0 |
 AT1357|---------------------------------------------------------------------|
 AT1357
 AT1357                          SUPERSEDED SURVEY CONTROL
 AT1357
 AT1357  NAD 83(1986)-  29 49 56.07465(N)    089 57 35.35663(W) AD(       ) 2
 AT1357  NAD 27      -  29 49 55.32861(N)    089 57 35.10927(W) AD(       ) 2
 AT1357  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AT1357
 AT1357.Superseded values are not recommended for survey control.
 AT1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1357.See file dsdata.txt to determine how the superseded data were derived.
 AT1357
 AT1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1398803873(NAD 83)
 AT1357_MARKER: DD = SURVEY DISK
 AT1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1357+STABILITY: SURFACE MOTION
 AT1357
 AT1357  HISTORY     - Date     Condition        Report By
 AT1357  HISTORY     - 1972     MONUMENTED       LADH
 AT1357
 AT1357                          STATION DESCRIPTION
 AT1357
 AT1357'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AT1357'THE STATION IS LOCATED 3 MILES SOUTHEAST OF BELLE CHASSE, 2 MILES
 AT1357'SOUTHEAST OF SCARSDALE AND 7 MILES SOUTHWEST OF VIOLET, IN THE
 AT1357'NORTHWEST QUARTER OF SECTION 27, T14S, R12E, AND ON THE PROPERTY
 AT1357'OWNED BY DELACROIX CORP., ADDRESS 206 DECATUR STREET, NEW ORLEANS,
 AT1357'LOUISIANA, TELEPHONE 523-2245.
 AT1357'
 AT1357'TO REACH THE STATION FROM THE SMALL TOWN OF POYDRAS, AT THE JUNCTION
 AT1357'OF STATE HIGHWAYS 46 AND 39, GO SOUTH AND WESTERLY ON STATE HIGHWAY
 AT1357'39 FOR 3.7 MILES TO A FORK IN THE ROAD.  TAKE THE LEFT FORK AND
 AT1357'CONTINUE ON WESTERLY AND SOUTHERLY ON STATE HIGHWAY 39 FOR 2.6 MILES
 AT1357'TO A T-ROAD AND THE SCARSDALE FERRY.  TURN LEFT AND GO SOUTH ON
 AT1357'STATE HIGHWAY 39 FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, TURN
 AT1357'LEFT ON THE SIDE ROAD AND GO EAST FOR 1.4 MILES TO THE LEVEE.  THE
 AT1357'STATION IS SET ON THE EAST SIDE OF THE LEVEE.
 AT1357'
 AT1357'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG THE SHELL
 AT1357'ROAD FOR 1.26 MILES.  THE MARK IS SET ON THE RIGHT AND NORTH OF THE
 AT1357'ROAD NEAR A POWER POLE.
 AT1357'
 AT1357'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1357'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1357'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AT1357'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AT1357'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AT1357'STAMPED SCARS 1972.  THE MARK IS 190 FEET SOUTH SOUTHWEST OF A
 AT1357'POWER POLE, 163 FEET SOUTH OF THE CENTER OF A STORM FENCE GATE, 125
 AT1357'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER A CANAL, 13
 AT1357'FEET EAST OF THE CENTER OF A SHELL ROAD, AND 2 FEET WEST OF A
 AT1357'METAL WITNESS POST AND SIGN.
 AT1357'
 AT1357'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1357'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1357'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1357'STAMPED SCARS R.M. 1 1972.  IT IS 133 FEET SOUTH SOUTHWEST OF A
 AT1357'POWER POLE, 95 FEET SOUTH OF THE CENTER OF A STORM FENCE SWING GATE,
 AT1357'86 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER A
 AT1357'CANAL, AND 19 FEET EAST OF THE CENTER OF A SHELL ROAD.
 AT1357'
 AT1357'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1357'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1357'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1357'STAMPED SCARS R.M. 2 1972.  IT IS 178 FEET SOUTH OF THE CENTER OF
 AT1357'A STORM FENCE SWING GATE, 140 FEET SOUTH SOUTHEAST OF THE
 AT1357'SOUTHEAST CORNER OF A BRIDGE OVER A CANAL, AND 12 FEET WEST OF
 AT1357'THE CENTER OF A SHELL ROAD.
 AT1357'
 AT1357'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1357'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1357'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1357'STAMPED SCARS AZ. MK. 1972.  IT IS APPROXIMATELY 500 FEET EAST OF
 AT1357'STATE HIGHWAY 39, 123 FEET EAST OF A POWER POLE, 15 FEET NORTH OF
 AT1357'THE CENTER OF A SHELL ROAD, AND 2.5 FEET EAST OF A METAL WITNESS
 AT1357'POST AND SIGN.
 AT1357'
 AT1357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2064 ***********************************************************************
 BK2064  DESIGNATION -  SCHELL
 BK2064  PID         -  BK2064
 BK2064  STATE/COUNTY-  LA/ST LANDRY
 BK2064  USGS QUAD   -  OPELOUSAS (1992)
 BK2064
 BK2064                         *CURRENT SURVEY CONTROL
 BK2064  ___________________________________________________________________
 BK2064* NAD 83(1992)-  30 36 41.06943(N)    092 03 02.51605(W)     ADJUSTED  
 BK2064* NAVD 88     -        20.47   (+/-2cm)      67.2    (feet)  VERTCON   
 BK2064  ___________________________________________________________________
 BK2064  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2064  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2064
 BK2064  HORZ ORDER  -  FIRST
 BK2064  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK2064
 BK2064.The horizontal coordinates were established by classical geodetic methods
 BK2064.and adjusted by the National Geodetic Survey in January 1993..
 BK2064
 BK2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2064.The vertical order pertains to the NGVD 29 superseded value.
 BK2064
 BK2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2064
 BK2064.The geoid height was determined by GEOID03.
 BK2064
 BK2064;                    North         East     Units Scale Factor Converg.
 BK2064;SPC LA S     -   234,257.222   931,213.952   MT  0.99998236   -0 21 31.3
 BK2064;SPC LA S     -   768,558.90  3,055,157.77   sFT  0.99998236   -0 21 31.3
 BK2064;UTM  15      - 3,386,921.365   590,993.464   MT  0.99970214   +0 29 00.3
 BK2064
 BK2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2064!SPC LA S     -   1.00000108  x   0.99998236  =   0.99998344
 BK2064!UTM  15      -   1.00000108  x   0.99970214  =   0.99970322
 BK2064
 BK2064|---------------------------------------------------------------------|
 BK2064| PID    Reference Object                     Distance      Geod. Az  |
 BK2064|                                                           dddmmss.s |
 BK2064| BK2063 SCHELL RM 1                          40.529 METERS 01019     |
 BK2064| BK2630 SCHELL RM A 1966                     30.655 METERS 26233     |
 BK2064| CW2305 SCHELL AZ MK                                       2885850.7 |
 BK2064| BK2628 WASHINGTON MUNICIPAL TANK           APPROX. 0.8 KM 2913735.6 |
 BK2064| BK2065 SCHELL RM 2                          42.066 METERS 29701     |
 BK2064| CW2306 SCHELL AZ MK 2                                     3283804.3 |
 BK2064| BK2629 SCHELL RM 3                          21.756 METERS 34005     |
 BK2064|---------------------------------------------------------------------|
 BK2064
 BK2064                          SUPERSEDED SURVEY CONTROL
 BK2064
 BK2064  NAD 83(1986)-  30 36 41.08931(N)    092 03 02.51052(W) AD(       ) 1
 BK2064  NAD 27      -  30 36 40.39100(N)    092 03 02.09000(W) AD(       ) 1
 BK2064  NGVD 29 (??/??/??)   20.441  (m)           67.06   (f) ADJUSTED    2 1
 BK2064
 BK2064.Superseded values are not recommended for survey control.
 BK2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2064.See file dsdata.txt to determine how the superseded data were derived.
 BK2064
 BK2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9099386921(NAD 83)
 BK2064_MARKER: DS = TRIANGULATION STATION DISK
 BK2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2064_SP_SET: CONCRETE POST
 BK2064_STAMPING: SCHELL 1935
 BK2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2064+STABILITY: SURFACE MOTION
 BK2064
 BK2064  HISTORY     - Date     Condition        Report By
 BK2064  HISTORY     - 1935     MONUMENTED       CGS
 BK2064  HISTORY     - 1936     GOOD             LAGS
 BK2064  HISTORY     - 1941     GOOD             CGS
 BK2064  HISTORY     - 1960     GOOD             CGS
 BK2064  HISTORY     - 1966     GOOD             CGS
 BK2064  HISTORY     - 1969     GOOD             CGS
 BK2064  HISTORY     - 1975     GOOD             NGS
 BK2064  HISTORY     - 1975     GOOD             LADTD
 BK2064
 BK2064                          STATION DESCRIPTION
 BK2064
 BK2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2064'STATION IS JUST E OF THE VILLAGE OF WASHINGTON IN MR. J.
 BK2064'FRANKLIN SCHELLS FARMYARD.  THE MARK IS 141 FEET SW OF THE
 BK2064'SW CORNER OF THE LARGE FARMHOUSE.  78 FEET SW OF A 4-FOOT
 BK2064'LIVE OAK S OF THE HOUSE.  47 FEET N OF THE CENTER LINE OF
 BK2064'A LOCAL ROAD, AND IS SET FLUSH.
 BK2064'
 BK2064'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BK2064'BRONZE DISKS SET IN CONCRETE.
 BK2064'
 BK2064'REFERENCE MARK NO. 1 IS 140 FEET W OF THE HOUSE, 161.88
 BK2064'FEET NE OF REFERENCE MARK NO. 2, AND IS SET FLUSH.
 BK2064'
 BK2064'REFERENCE MARK NO. 2 IS 1 FOOT N OF THE N ROAD FENCE.  90
 BK2064'FEET W OF A GATEWAY, AND IS SET FLUSH.
 BK2064'
 BK2064'THE AZIMUTH MARK IS 2 FEET E OF THE RIGHT-OF-WAY FENCE BETWEEN
 BK2064'THE ROAD TO THE E, AND THE RAILROAD TO THE W.  25 FEET N
 BK2064'OF THE E END OF THE VIADUCT OVER THE RAILROAD.  AND PROJECTS
 BK2064'3 INCHES.
 BK2064'
 BK2064'TO REACH THE STATION FROM THE WASHINGTON STATE BANK IN
 BK2064'WASHINGTON, GO E 0.3 MILE, CROSS VIADUCT, AND CONTINUE ON
 BK2064'THE LOCAL ROAD 0.2 MILE TO THE STATION.
 BK2064'
 BK2064'A LIGHT 126 FEET ABOVE ROY COMES INTO VIEW 116 FEET ABOVE
 BK2064'THIS STATION.
 BK2064'
 BK2064'A LIGHT 113 FEET ABOVE OPELOUSAS COMES INTO VIEW 103 FEET
 BK2064'ABOVE THIS STATION.
 BK2064'
 BK2064'A LIGHT 126 FEET ABOVE BERTRAND COMES INTO VIEW 90 FEET
 BK2064'ABOVE THIS STATION.
 BK2064'
 BK2064'LIGHTS 126 FEET ABOVE GRAND PRAIRIE, ST. MARY, AND PECANIERE
 BK2064'COME INTO VIEW 77 FEET ABOVE THIS STATION.
 BK2064'
 BK2064'HEIGHT OF LIGHT ABOVE STATION MARK - 126 FEET.
 BK2064
 BK2064                          STATION RECOVERY (1936)
 BK2064
 BK2064'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2064'STATION RECOVERED AS DESCRIBED.
 BK2064
 BK2064                          STATION RECOVERY (1941)
 BK2064
 BK2064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2064'STATION RECOVERED AS DESCRIBED EXCEPT THAT THE PROPERTY
 BK2064'ON WHICH IT IS LOCATED IS NOW OWNED BY A.T. EGERTON OF MERIDIAN,
 BK2064'MISSISSIPPI.
 BK2064'
 BK2064'STATION IS JUST E OF THE VILLAGE OF WASHINGTON IN THE SE
 BK2064'CORNER OF A PASTURE LOT ABOUT 1/3 MILE E OF THE SCHOOL GROUNDS,
 BK2064'140 FEET SW OF A FARMHOUSE AND 44 FEET N OF THE CENTER LINE
 BK2064'OF ROAD.
 BK2064'
 BK2064'STATION MARK IS 29 FEET N OF E-W FENCE AND 26 FEET
 BK2064'W OF N-S FENCE.  IT IS STAMPED SCHELL 1935 AND IS FLUSH WITH
 BK2064'THE SURFACE OF THE GROUND.
 BK2064'
 BK2064'REFERENCE MARK NO. 1 IS 43 FEET W BY S OF A 3-FOOT
 BK2064'LIVE OAK TREE.  IT IS STAMPED SCHELL NO. 1 1935 AND IS FLUSH
 BK2064'WITH THE SURFACE OF THE GROUND.
 BK2064'
 BK2064'REFERENCE MARK NO. 2 IS 90 FEET W OF FARM ENTRANCE.
 BK2064'68 FEET E OF FENCE CORNER.  21 FEET N OF CENTER LINE OF
 BK2064'ROAD, AND 18 INCHES N OF FENCE LINE.  IT IS STAMPED SCHELL
 BK2064'NO. 2 1935, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BK2064'
 BK2064'THE AZIMUTH MARK IS 67 FEET W OF CENTER LINE
 BK2064'OF ROAD.  27 FEET N OF N SIDE OF BRIDGE.  2 FEET NE OF RAILROAD
 BK2064'RIGHT-OF-WAY FENCE, AND 7 FEET N OF REFERENCE POST.  IT
 BK2064'IS STAMPED SCHELL AZIMUTH 1935 AND PROJECTS 4 INCHES.
 BK2064'
 BK2064'A DIRECTION WAS TAKEN TO A-2631 (LOUISIANA GEODETIC SURVEY)
 BK2064'WHICH IS IN THE NE CORNER OF SCHOOL GROUNDS.  262 FEET NE
 BK2064'OF LARGE SCHOOL STACK, 8 FEET S OF E-W FENCE AND 6-1/2 FEET
 BK2064'W OF N-S FENCE.  IT IS A STANDARD LOUISIANA GEODETIC SURVEY
 BK2064'AND STATE CONTROL SURVEY DISK SET IN AN 8-INCH SQUARE CONCRETE
 BK2064'POST WHICH PROJECTS ABOUT 8 INCHES.  IT IS STAMPED A-2631.
 BK2064'
 BK2064'TO REACH THE STATION FROM THE WASHINGTON STATE BANK GO E
 BK2064'ON SIDE STREET FOR 0.3 MILE AND CROSS VIADUCT OVER THE RAILROAD
 BK2064'(THE AZIMUTH MARK IS AT THE E END OF THE VIADUCT), CONTINUE
 BK2064'ON LOCAL ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT SIDE.
 BK2064'
 BK2064'OBSERVATIONS TAKEN FROM A 103-FOOT STEEL TOWER.
 BK2064'
 BK2064'A 116-FOOT TOWER AT WHIPP IS VISIBLE AT 40 FEET.
 BK2064'
 BK2064'A 116-FOOT TOWER AT LEBEAU IS VISIBLE AT 95 FEET.
 BK2064'
 BK2064'A 116-FOOT TOWER AT ST. MARY IS VISIBLE AT 28 FEET.
 BK2064'
 BK2064'A 90-FOOT TOWER AT PECANIERE IS VISIBLE AT 75 FEET.
 BK2064
 BK2064                          STATION RECOVERY (1960)
 BK2064
 BK2064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2064'THE STATION WAS VISITED 11-16-59 AND THE STATION AND ALL
 BK2064'THE MARKS WERE FOUND IN GOOD CONDITION.  A 2631 (LA.GEOD.S.)
 BK2064'WAS FOUND IN GOOD CONDITION BUT IS NOT VISIBLE FROM THE
 BK2064'STATION.  A NEW DESCRIPTION FOLLOWS--
 BK2064'
 BK2064'THE STATION IS LOCATED 0.5 MILE EAST OF THE CENTER OF THE
 BK2064'VILLAGE OF WASHINGTON, ON PROPERTY OWNED BY MR. NOLAND SWALLOW,
 BK2064'ABOUT 150 YARDS SOUTH OF THE NORTH EDGE OF A HILL WHICH
 BK2064'OVERLOOKS STATE HIGHWAY 10 TO THE NORTH, AND 0.1 MILE EAST
 BK2064'OF MR. SWALLOWS HOUSE.  IT IS 50 FEET NORTH OF THE CENTER
 BK2064'OF A ROAD, 29.5 FEET NORTH OF A FENCE LINE, 26 FEET WEST
 BK2064'OF A FENCE LINE, 39 FEET NORTHWEST OF A T FENCE CORNER, 98.5
 BK2064'FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 130
 BK2064'FEET SOUTH-SOUTHEAST OF A 3-FOOT OAK TREE, 146 FEET SOUTHWEST
 BK2064'OF A 2-FOOT BLACK CHERRY TREE AT THE WEST SIDE OF A BROWN
 BK2064'HOUSE, 110 FEET WEST OF THE WEST WALL OF AN UNPAINTED
 BK2064'HOUSE, 44 FEET EAST-NORTHEAST OF THE EAST END OF A GATE IN
 BK2064'A PASTURE, 82 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT NORTH
 BK2064'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK2064'SCHELL 1935, FLUSH WITH THE GROUND.
 BK2064'
 BK2064'REFERENCE MARK NO. 1 IS 132.99 FEET NORTH OF THE STATION,
 BK2064'42 FEET WEST OF A 3-FOOT OAK TREE AND 34 FEET NORTH OF A
 BK2064'POWER POLE WITH A TRANSFORMER.  IT IS A STANDARD DISK, STAMPED
 BK2064'SCHELL NO 1 1935, FLUSH WITH THE GROUND.
 BK2064'
 BK2064'REFERENCE MARK NO. 2 IS 138.03 FEET WEST OF THE STATION,
 BK2064'23 FEET NORTH OF THE CENTER OF THE ROAD, 84 FEET WEST OF
 BK2064'THE WEST END OF THE GATE TO THE PASTURE, 2 FEET NORTH OF
 BK2064'AN EAST-WEST FENCE LINE, AND 76 FEET SOUTH-SOUTHEAST OF A
 BK2064'3-FOOT PECAN TREE IN THE PASTURE.  IT IS A STANDARD DISK,
 BK2064'STAMPED SCHELL NO 2 1935, FLUSH WITH THE GROUND.
 BK2064'
 BK2064'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, 29 FEET
 BK2064'NORTH-NORTHWEST OF THE NORTHEAST END OF A OVERPASS OVER
 BK2064'THE RAILROAD TRACK, 4 FEET WEST OF A FENCE LINE, 68 FEET
 BK2064'WEST OF THE CENTER OF THE ROAD, AND 35 FEET NORTHWEST OF THE
 BK2064'NORTH ON OF TWO BRICK PILLARS AT THE EAST END OF THE OVERPASS.
 BK2064'IT IS A STANDARD DISK, STAMPED SCHELL 1935, PROJECTING 3
 BK2064'INCHES.
 BK2064'
 BK2064'A 2631 (LA.GEOD.S.) IS 0.25 MILE WEST-SOUTHWEST OF THE STATION
 BK2064'IN THE NORTHEAST CORNER OF THE WASHINGTON SCHOOL GROUNDS.
 BK2064'IT IS 262 FEET NORTHEAST OF THE BLACK METAL SMOKE STACK
 BK2064'AT THE EAST SIDE OF THE SCHOOL BUILDING, 23 FEET EAST OF
 BK2064'THE NORTHEAST CORNER OF A TIN BUILDING, 26 FEET EAST-NORTHEAST
 BK2064'OF THE SOUTHEAST CORNER OF THE TIN BUILDING, 9 FEET SOUTHWEST
 BK2064'OF A T FENCE CORNER, 35.5 FEET NORTHEAST OF A 2-FOOT OAK
 BK2064'TREE, 9 FEET SOUTH OF A FENCE LINE, 6 FEET WEST OF A FENCE
 BK2064'LINE, 43 FEET NORTH OF THE NORTHWEST END OF A FOOT BRIDGE
 BK2064'OVER THE RAILROAD TRACKS.  IT IS A STANDARD LOUISIANA
 BK2064'GEODETIC AND STATE SURVEY DISK, STAMPED A 2631, PROJECTING 6
 BK2064'INCHES.
 BK2064'
 BK2064'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BK2064'10 AND 103 AT THE TOWN HALL IN WASHINGTON, GO SOUTH ON STATE
 BK2064'HIGHWAY 10 FOR 0.1 MILE TO A SIDE STREET LEFT, TURN LEFT
 BK2064'AND GO EAST FOR 0.3 MILE TO THE OVERPASS OVER THE TRACKS
 BK2064'AND THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH AND EAST
 BK2064'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BK2064'
 BK2064'TO REACH A 2631 FROM THE THE WASHINGTON STATE BANK IN WASHINGTON,
 BK2064'GO EAST FOR 0.25 MILE TO A SIDE STREET RIGHT 1/2 BLOCK BEFORE
 BK2064'REACHING THE OVERPASS, TURN RIGHT AND GO SOUTH FOR 1 BLOCK
 BK2064'TO THE SCHOOL GROUNDS AND THE MARK IN THE NORTHEAST CORNER
 BK2064'OF THE GROUNDS.
 BK2064
 BK2064                          STATION RECOVERY (1966)
 BK2064
 BK2064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BK2064'STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE CENTER OF
 BK2064'WASHINGTON, IN A SMALL PASTURE NOW OWNED BY MR. NOLAN SOILEAU.  IT
 BK2064'IS IN THE N 1/2 OF SEC. 27, T 5 S, R 4 E.
 BK2064'
 BK2064'STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION,
 BK2064'HOWEVER STATION MARK IS UNDER POWER LINES AND TOWER WAS BUILT
 BK2064'OVER A NEW REFERENCE MARK, NUMBER 3.  A CHECK OF DISTANCE AND
 BK2064'DIRECTION TO REFERENCE MARKS WAS MADE AND FOUND TO BE
 BK2064'CORRECT.  AZIMUTH MARK WAS MOVED DUE TO SOIL EROSION AND ALSO
 BK2064'WAS OBSTRUCTED, THEREFORE IT WAS DESTROYED AND A NEW AZIMUTH
 BK2064'MARK WAS SET.
 BK2064'
 BK2064'TO REACH STATION FROM THE POST OFFICE IN WASHINGTON, GO
 BK2064'NORTHEAST ON HIGHWAY 10 FOR ABOUT 150 FEET TO FIRST CROSS
 BK2064'STREET.  TURN RIGHT AND GO SOUTHWEST FOR 0.35 MILE ON GRAVELED
 BK2064'ROAD TO EAST END OF BRIDGE OVER RAILROAD.  CONTINUE ON GRAVELED
 BK2064'ROAD FOR 0.25 MILE TO BOARD GATE ON LEFT, ABOUT 150 FEET BEFORE
 BK2064'REACHING POINT WHERE ROAD TURNS RIGHT, AND STATION AS DESCRIBED.
 BK2064'
 BK2064'THE AZIMUTH IS REACHED FROM THE EAST END OF BRIDGE OVER RAILROAD
 BK2064'BY GOING NORTHWEST ON GRAVELED ROAD FOR ABOUT 0.05 MILE TO
 BK2064'GRAVELED ROAD, RIGHT.  TURN RIGHT AND GO NORTHEAST, DOWN STEEP
 BK2064'GRADE, FOR 0.25 MILE TO JUNCTION OF STATE HIGHWAY 103.  TURN RIGHT
 BK2064'AND GO EAST ON HIGHWAY 103 FOR 0.1 MILE TO RAILROAD CROSSING.
 BK2064'TURN RIGHT AND GO SOUTH ALONG EAST SIDE OF RAILROAD FOR 100 FEET
 BK2064'TO AZIMUTH MARK AS DESCRIBED.
 BK2064'
 BK2064'LOUISIANA GEODETIC SURVEY BENCH MARK NO A 2631 IS LOCATED IN
 BK2064'THE NORTHEAST CORNER OF THE GROUNDS OF THE WASHINGTON HIGH SCHOOL
 BK2064'WHICH IS ABOUT 0.3 MILE WEST OF STATION.
 BK2064'
 BK2064'STATION MARK IS A STANDARD TRIANGULATION STATION DISK, SET IN
 BK2064'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH
 BK2064'THE SURFACE OF THE GROUND AND IS STAMPED SCHELL 1935.  IT IS
 BK2064'44-1/2 FEET NORTH-NORTHEAST OF CENTER OF THE GRAVELED ROAD, 49.8
 BK2064'FEET EAST OF THE CENTER OF A BOARD GATE, 29.4 FEET
 BK2064'NORTH-NORTHEAST OF A FENCELINE, 101.7 FEET SOUTH OF A POWER LINE
 BK2064'POLE WITH TRANSFORMER AND 0.8 FOOT NORTH OF A METAL
 BK2064'WITNESS POST.
 BK2064'
 BK2064'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET
 BK2064'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BK2064'SURFACE OF THE GROUND AND IS STAMPED SCHELL NO 1 1935.  IT IS
 BK2064'161 FEET NORTH-NORTHEAST OF THE GRAVELED ROAD, 145 FEET
 BK2064'NORTH-NORTHEAST OF THE FENCELINE, 42.2 FEET WEST OF A 5 FOOT OAK
 BK2064'TREE AND 31.2 FEET NORTHWEST OF THE POWERLINE POLE.
 BK2064'
 BK2064'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN
 BK2064'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 BK2064'SURFACE OF THE GROUND AND IS STAMPED SCHELL NO 2 1935.  IT IS 20
 BK2064'FEET NORTH-NORTHEAST OF CENTER OF THE GRAVELED ROAD, 1.5 FEET
 BK2064'NORTH-NORTHEAST OF THE FENCELINE AND 89 FEET WEST OF CENTER OF
 BK2064'THE BOARD GATE.
 BK2064'
 BK2064'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, SET
 BK2064'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BK2064'THE SURFACE OF THE GROUND AND IS STAMPED SCHELL NO 3 1935.  IT
 BK2064'IS 83 FEET NORTH-NORTHEAST OF CENTER OF THE GRAVELED ROAD, 62.4
 BK2064'FEET NORTH-NORTHEAST OF THE FENCELINE AND 58-1/2 FEET NORTH OF
 BK2064'CENTER OF THE BOARD GATE.
 BK2064'
 BK2064'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF
 BK2064'A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 BK2064'SCHELL 1935 RESET 1966.  IT IS 103 FEET SOUTH-SOUTHEAST OF
 BK2064'JUNCTION OF STATE HIGHWAY 103 AND GRAVELED ROAD, 120 FEET
 BK2064'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF AN OLD RAILROAD DEPOT,
 BK2064'27.8 FEET EAST OF EAST RAIL OF A RAILROAD TRACK, 16 FEET EAST OF
 BK2064'CENTER OF THE GRAVELED ROAD AND 2.7 FEET WEST OF A METAL
 BK2064'WITNESS POST.
 BK2064'
 BK2064'LOUISIANA GEODETIC SURVEY BENCH MARK NO A 2631 IS A BRASS DISK,
 BK2064'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 BK2064'ABOUT 3 INCHES AND IS STAMPED NO A 2631.  IT IS 9 FEET SOUTHWEST
 BK2064'OF A FENCE CORNER AND 49-1/2 FEET NORTH OF WEST END OF A FOOT
 BK2064'BRIDGE ACROSS RAILROAD TRACK.
 BK2064'
 BK2064'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NUMBER 3.
 BK2064'
 BK2064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BK2064'1/2 MILE EAST OF WASHINGTON.
 BK2064
 BK2064                          STATION RECOVERY (1969)
 BK2064
 BK2064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2064'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BK2064'FOUND IN GOOD CONDITION.  A REFERENCE MARK 3 WAS ESTABLISHED
 BK2064'IN 1966 FOR TOWER BUILDING PURPOSE DUE TO OVERHEAD POWERLINES.
 BK2064
 BK2064                          STATION RECOVERY (1975)
 BK2064
 BK2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 BK2064'THE STATION MARK AND R.M.S 1, 2, AND 3 WERE RECOVERED IN
 BK2064'GOOD CONDITION.
 BK2064'
 BK2064'OTHER MARKS IN THE DESCRIPTION WERE NOT SEARCHED FOR AT THIS
 BK2064'TIME.  THE TO REACH WAS ADEQUATE.
 BK2064'
 BK2064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 BK2064'EAST OF WASHINGTON, LA.
 BK2064
 BK2064                          STATION RECOVERY (1975)
 BK2064
 BK2064'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK2064'.5 MI SE FROM WASHINGTON.
 BK2064'FROM THE WASHINGTON IN WASHINGTON, ABOUT .6 MI SE ALONG CARRIER STREET
 BK2064'AND ON PROPERTY OWNED BY NOLAN SOILEAU, ABOUT 150 YARDS SOUTH OF THE
 BK2064'EDGE OF A HILL WHICH OVERLOOKS STATE HIGHWAY 103, 44 FT EAST NE OF THE
 BK2064'EAST END OF A GATE FOR A PASTURE, 41 FT SE OF A 14 INCH CATALPA TREE,
 BK2064'30 FT EAST OF A FENCE, 165 FT NW OF THE NW CORNER OF A WOOD FRAME
 BK2064'HOUSE, 134 FT SW OF SCHELL R. M. NO1 AND 140 FT SE OF SCHELL R. M. NO
 BK2064'2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2063 ***********************************************************************
 BK2063  DESIGNATION -  SCHELL RM 1
 BK2063  PID         -  BK2063
 BK2063  STATE/COUNTY-  LA/ST LANDRY
 BK2063  USGS QUAD   -  OPELOUSAS (1992)
 BK2063
 BK2063                         *CURRENT SURVEY CONTROL
 BK2063  ___________________________________________________________________
 BK2063* NAD 83(1986)-  30 36 39.     (N)    092 03 04.     (W)     SCALED    
 BK2063* NAVD 88     -        20.01   (+/-2cm)      65.6    (feet)  VERTCON   
 BK2063  ___________________________________________________________________
 BK2063  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2063
 BK2063  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK2063
 BK2063.The horizontal coordinates were scaled from a topographic map and have
 BK2063.an estimated accuracy of +/- 6 seconds.
 BK2063
 BK2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2063.The vertical order pertains to the NGVD 29 superseded value.
 BK2063
 BK2063.The geoid height was determined by GEOID03.
 BK2063
 BK2063;                    North         East    Units  Estimated Accuracy
 BK2063;SPC LA S     -   234,190.      931,170.      MT  (+/- 180 meters Scaled)
 BK2063
 BK2063                          SUPERSEDED SURVEY CONTROL
 BK2063
 BK2063  NGVD 29 (??/??/??)   19.983  (m)           65.56   (f) ADJUSTED    2 1
 BK2063
 BK2063.Superseded values are not recommended for survey control.
 BK2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2063.See file dsdata.txt to determine how the superseded data were derived.
 BK2063
 BK2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP909868(NAD 83)
 BK2063_MARKER: DR = REFERENCE MARK DISK
 BK2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2063_SP_SET: CONCRETE POST
 BK2063_STAMPING: SCHELL NO 1 1935
 BK2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2063+STABILITY: SURFACE MOTION
 BK2063
 BK2063  HISTORY     - Date     Condition        Report By
 BK2063  HISTORY     - 1935     MONUMENTED       CGS
 BK2063  HISTORY     - 1975     GOOD             LADTD
 BK2063
 BK2063                          STATION DESCRIPTION
 BK2063
 BK2063'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2063'0.50 MI EAST FROM WASHINGTON.
 BK2063'FROM THE WASGINGTON STATE BANK, THENCE ABOUT 0.5 MILES EAST ALONG
 BK2063'CARRIER STREET CROSS VIADUCT OVER WOUTHERN PACIFIC RAILROAD AND
 BK2063'CONTINUE ON ASPHALT ROAD TO THE STATION LOCATED ON THE NORTH SIDE
 BK2063'OF THE ROAD ON PROPERTY OWNED BY NOLAN AOILEAU.  THIS MARKER IS
 BK2063'134 FEET NORTHEAST OF THE STATION AND 162 FEET SOUTHEAST OF MARKER
 BK2063'NO. 2.  THIS MARKER IS SET IN MIDDLE OF OPEN PASTURE, SET IN TOP
 BK2063'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2065 ***********************************************************************
 BK2065  DESIGNATION -  SCHELL RM 2
 BK2065  PID         -  BK2065
 BK2065  STATE/COUNTY-  LA/ST LANDRY
 BK2065  USGS QUAD   -  OPELOUSAS (1992)
 BK2065
 BK2065                         *CURRENT SURVEY CONTROL
 BK2065  ___________________________________________________________________
 BK2065* NAD 83(1986)-  30 36 39.     (N)    092 03 04.     (W)     SCALED    
 BK2065* NAVD 88     -        20.58   (+/-2cm)      67.5    (feet)  VERTCON   
 BK2065  ___________________________________________________________________
 BK2065  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2065
 BK2065  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK2065
 BK2065.The horizontal coordinates were scaled from a topographic map and have
 BK2065.an estimated accuracy of +/- 6 seconds.
 BK2065
 BK2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2065.The vertical order pertains to the NGVD 29 superseded value.
 BK2065
 BK2065.The geoid height was determined by GEOID03.
 BK2065
 BK2065;                    North         East    Units  Estimated Accuracy
 BK2065;SPC LA S     -   234,190.      931,170.      MT  (+/- 180 meters Scaled)
 BK2065
 BK2065                          SUPERSEDED SURVEY CONTROL
 BK2065
 BK2065  NGVD 29 (??/??/??)   20.552  (m)           67.43   (f) ADJUSTED    2 1
 BK2065
 BK2065.Superseded values are not recommended for survey control.
 BK2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2065.See file dsdata.txt to determine how the superseded data were derived.
 BK2065
 BK2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP909868(NAD 83)
 BK2065_MARKER: DR = REFERENCE MARK DISK
 BK2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2065_SP_SET: CONCRETE POST
 BK2065_STAMPING: SCHELL NO 2 1935
 BK2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2065+STABILITY: SURFACE MOTION
 BK2065
 BK2065  HISTORY     - Date     Condition        Report By
 BK2065  HISTORY     - 1935     MONUMENTED       CGS
 BK2065  HISTORY     - 1975     GOOD             LADTD
 BK2065
 BK2065                          STATION DESCRIPTION
 BK2065
 BK2065'DESCRIBED BY LA TRANSP AND DEV 1975
 BK2065'9.59 MI EAST FROM WASHINGTON.
 BK2065'FROM THE WASHINGTON STATE BANK, THENCE ABOUT 0.50 MILES EAST ALONG
 BK2065'CARIER STREET, CROSS VIADUCT OVER SOUTHERN PACIFIC RAILROAD, CON-
 BK2065'TINUE ON ASPHALT ROAD TO THE STATION LOCATED ON NORTH SIDE OF ROAD
 BK2065'ON PROPERTY OF NOLAN SOILEAU, 1.5 FEET NORTHEAST OF A MESH AND
 BK2065'BARBED WIRE FENCE, 162 FEET NORTHWEST OF MARKER NO. 1 AND 140 FT
 BK2065'NORTHWEST OF THE STATION, 23 FEET NORTH OF THE CENTER OF THE ROAD
 BK2065'AND 1.0 FT NORTHEAST OF A STEEL WITNESS POST, SET IN THE TOP OF A
 BK2065'CONCRET POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2629 ***********************************************************************
 BK2629  DESIGNATION -  SCHELL RM 3
 BK2629  PID         -  BK2629
 BK2629  STATE/COUNTY-  LA/ST LANDRY
 BK2629  USGS QUAD   -  OPELOUSAS (1992)
 BK2629
 BK2629                         *CURRENT SURVEY CONTROL
 BK2629  ___________________________________________________________________
 BK2629* NAD 83(1992)-  30 36 41.73366(N)    092 03 02.79427(W)     ADJUSTED  
 BK2629* NAVD 88     -        20.6    (meters)      68.     (feet)  VERTCON   
 BK2629  ___________________________________________________________________
 BK2629  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2629  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2629
 BK2629  HORZ ORDER  -  FIRST
 BK2629
 BK2629.The horizontal coordinates were established by classical geodetic methods
 BK2629.and adjusted by the National Geodetic Survey in January 1993..
 BK2629
 BK2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2629
 BK2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2629
 BK2629.The geoid height was determined by GEOID03.
 BK2629
 BK2629;                    North         East     Units Scale Factor Converg.
 BK2629;SPC LA S     -   234,277.723   931,206.670   MT  0.99998239   -0 21 31.4
 BK2629;SPC LA S     -   768,626.16  3,055,133.88   sFT  0.99998239   -0 21 31.4
 BK2629;UTM  15      - 3,386,941.751   590,985.883   MT  0.99970212   +0 29 00.2
 BK2629
 BK2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2629!SPC LA S     -   1.00000105  x   0.99998239  =   0.99998344
 BK2629!UTM  15      -   1.00000105  x   0.99970212  =   0.99970317
 BK2629
 BK2629:                Primary Azimuth Mark                     Grid Az
 BK2629:SPC LA S     -  LEBEAU S CEN BELL MW KLK 86              036 18 18.0
 BK2629:UTM  15      -  LEBEAU S CEN BELL MW KLK 86              035 27 46.4
 BK2629
 BK2629|---------------------------------------------------------------------|
 BK2629| PID    Reference Object                     Distance      Geod. Az  |
 BK2629|                                                           dddmmss.s |
 BK2629| BJ5272 LEBEAU S CEN BELL MW KLK 86         APPROX.10.3 KM 0355646.6 |
 BK2629| BK2063 SCHELL RM 1                          24.338 METERS 03706     |
 BK2629| BK2064 SCHELL                               21.756 METERS 16005     |
 BK2629| BK2630 SCHELL RM A 1966                     33.542 METERS 22315     |
 BK2629| BK2065 SCHELL RM 2                          30.090 METERS 26728     |
 BK2629| BK2628 WASHINGTON MUNICIPAL TANK           APPROX. 0.7 KM 2902251.2 |
 BK2629| CW2305 SCHELL AZ MK                                       3280002.3 |
 BK2629|---------------------------------------------------------------------|
 BK2629
 BK2629                          SUPERSEDED SURVEY CONTROL
 BK2629
 BK2629  NAD 83(1986)-  30 36 41.75355(N)    092 03 02.78875(W) AD(       ) 1
 BK2629  NAD 27      -  30 36 41.05526(N)    092 03 02.36790(W) AD(       ) 1
 BK2629  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 BK2629
 BK2629.Superseded values are not recommended for survey control.
 BK2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2629.See file dsdata.txt to determine how the superseded data were derived.
 BK2629
 BK2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9098686942(NAD 83)
 BK2629_MARKER: DR = REFERENCE MARK DISK
 BK2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2629
 BK2629  HISTORY     - Date     Condition        Report By
 BK2629  HISTORY     - 1966     MONUMENTED       CGS
 BK2629  HISTORY     - 1969     GOOD             CGS
 BK2629
 BK2629                          STATION DESCRIPTION
 BK2629
 BK2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BK2629'STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE CENTER OF WASHINGTON,
 BK2629'IN A SMALL PASTURE OWNED BY MR. NOLAN SOILEAU.  IT IS IN THE N 1/2
 BK2629'OF SEC. 27, T 5 S, R 4 E, AND ON THE SAME PROPERTY AS TRIANGULATION
 BK2629'STATION SCHELL 1935.
 BK2629'
 BK2629'TO REACH STATION FROM THE POST OFFICE IN WASHINGTON, GO
 BK2629'NORTHEAST ON HIGHWAY 10 FOR ABOUT 150 FEET TO FIRST CROSS
 BK2629'STREET.  TURN RIGHT AND GO SOUTHEAST FOR 0.35 MILE ON GRAVELED
 BK2629'ROAD TO EAST END OF BRIDGE OVER RAILROAD.  CONTINUE ON GRAVELED
 BK2629'ROAD FOR 0.25 MILE TO BOARD GATE ON LEFT, ABOUT 150 FEET BEFORE
 BK2629'POINT WHERE ROAD TURNS RIGHT, AND STATION AS DESCRIBED.
 BK2629'
 BK2629'STATION MARK IS A STANDARD REFERENCE MARK DISK, WITH A
 BK2629'SUB-SURFACE REFERENCE MARK DISK, AND IS SET 2 INCHES BELOW THE
 BK2629'SURFACE OF THE GROUND.  IT IS STAMPED SCHELL NO 3 1935 AND IS
 BK2629'83 FEET NORTH-NORTHEAST OF CENTER OF A GRAVELED ROAD, 62.4 FEET
 BK2629'NORTH-NORTHEAST OF A FENCE LINE AND 58-1/2 FEET NORTH OF CENTER
 BK2629'OF A BOARD GATE.
 BK2629'
 BK2629'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SCHELL
 BK2629'1935 AND TO SCHELL RM A.
 BK2629'
 BK2629'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 33.56 METERS.
 BK2629
 BK2629                          STATION RECOVERY (1969)
 BK2629
 BK2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2629'THE STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK
 BK2629'WERE RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2630 ***********************************************************************
 BK2630  DESIGNATION -  SCHELL RM A 1966
 BK2630  PID         -  BK2630
 BK2630  STATE/COUNTY-  LA/ST LANDRY
 BK2630  USGS QUAD   -  OPELOUSAS (1992)
 BK2630
 BK2630                         *CURRENT SURVEY CONTROL
 BK2630  ___________________________________________________________________
 BK2630* NAD 83(1992)-  30 36 40.94041(N)    092 03 03.65724(W)     ADJUSTED  
 BK2630* NAVD 88     -        20.5    (meters)      67.     (feet)  VERTCON   
 BK2630  ___________________________________________________________________
 BK2630  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2630  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2630
 BK2630  HORZ ORDER  -  FIRST
 BK2630
 BK2630.The horizontal coordinates were established by classical geodetic methods
 BK2630.and adjusted by the National Geodetic Survey in January 1993..
 BK2630
 BK2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2630
 BK2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2630
 BK2630.The geoid height was determined by GEOID03.
 BK2630
 BK2630;                    North         East     Units Scale Factor Converg.
 BK2630;SPC LA S     -   234,253.439   931,183.532   MT  0.99998235   -0 21 31.9
 BK2630;SPC LA S     -   768,546.49  3,055,057.97   sFT  0.99998235   -0 21 31.9
 BK2630;UTM  15      - 3,386,917.137   590,963.111   MT  0.99970207   +0 28 59.8
 BK2630
 BK2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2630!SPC LA S     -   1.00000107  x   0.99998235  =   0.99998342
 BK2630!UTM  15      -   1.00000107  x   0.99970207  =   0.99970314
 BK2630
 BK2630|---------------------------------------------------------------------|
 BK2630| PID    Reference Object                     Distance      Geod. Az  |
 BK2630|                                                           dddmmss.s |
 BK2630| BK2629 SCHELL RM 3                          33.542 METERS 04315     |
 BK2630| BK0126 CARRON                              APPROX.11.2 KM 2814737.8 |
 BK2630| BK2628 WASHINGTON MUNICIPAL TANK           APPROX. 0.7 KM 2924706.1 |
 BK2630|---------------------------------------------------------------------|
 BK2630
 BK2630                          SUPERSEDED SURVEY CONTROL
 BK2630
 BK2630  NAD 83(1986)-  30 36 40.96029(N)    092 03 03.65173(W) AD(       ) 1
 BK2630  NAD 27      -  30 36 40.26197(N)    092 03 03.23076(W) AD(       ) 1
 BK2630  NGVD 29 (07/19/86)   20.5    (m)           67.     (f) VERT ANG       
 BK2630
 BK2630.Superseded values are not recommended for survey control.
 BK2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2630.See file dsdata.txt to determine how the superseded data were derived.
 BK2630
 BK2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9096386917(NAD 83)
 BK2630_MARKER: DS = TRIANGULATION STATION DISK
 BK2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2630+STABILITY: SURFACE MOTION
 BK2630
 BK2630  HISTORY     - Date     Condition        Report By
 BK2630  HISTORY     - 1966     MONUMENTED       CGS
 BK2630  HISTORY     - 1969     GOOD             CGS
 BK2630
 BK2630                          STATION DESCRIPTION
 BK2630
 BK2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BK2630'STATION IS LOCATED NEAR THE SAME LOCATION AS TRIANGULATION
 BK2630'STATION SCHELL 1935.
 BK2630'
 BK2630'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 BK2630'THE DISK IS SET IN THE TOP OF A 12 INCH CONCRETE
 BK2630'CYLINDER MONUMENT THAT IS 18 INCHES BELOW THE SURFACE OF THE
 BK2630'GROUND.  THE DISK IS STAMPED SCHELL RM A 1966.  THE MARK IS 94.5
 BK2630'FEET NORTHWEST OF TELEPHONE POLE, 58.5 FEET WEST OF CENTER OF
 BK2630'WOODEN GATE AND 25 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 BK2630'DIRT ROAD.
 BK2630'
 BK2630'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SCHELL
 BK2630'1935, DISTANCE BEING 33.543 METERS OR 110.05 FEET.
 BK2630
 BK2630                          STATION RECOVERY (1969)
 BK2630
 BK2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2630'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 BK2630'DESCRIBED IN 1966 BY E.G.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0044 ***********************************************************************
 AV0044  DESIGNATION -  SCHOONER USGS
 AV0044  PID         -  AV0044
 AV0044  STATE/COUNTY-  LA/VERMILION
 AV0044  USGS QUAD   -  FORKED ISLAND (1979)
 AV0044
 AV0044                         *CURRENT SURVEY CONTROL
 AV0044  ___________________________________________________________________
 AV0044* NAD 83(1992)-  29 45 28.41384(N)    092 15 15.28657(W)     ADJUSTED  
 AV0044* NAVD 88     -         0.59   (+/-2cm)       1.9  **(feet)  VERTCON   
 AV0044  **This station is located in a subsidence area (see below).
 AV0044  ___________________________________________________________________
 AV0044  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0044  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AV0044
 AV0044  HORZ ORDER  -  THIRD
 AV0044  VERT ORDER  -  THIRD (See Below)
 AV0044
 AV0044.The horizontal coordinates were established by classical geodetic methods
 AV0044.and adjusted by the National Geodetic Survey in January 1993..
 AV0044
 AV0044 ** The orthometric height has not been validated since last determined
 AV0044 ** by differential leveling and should not be used for control purposes.
 AV0044 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0044 ** area with valid NAVD 88 orthometric heights.
 AV0044 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0044 ** epoch indicated which incorporates improved geoid heights for the
 AV0044 ** Southern Louisiana Subsidence area.
 AV0044 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0044.The vertical order pertains to the NGVD 29 superseded value.
 AV0044
 AV0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0044
 AV0044.The geoid height was determined by GEOID03.
 AV0044
 AV0044;                    North         East     Units Scale Factor Converg.
 AV0044;SPC LA S     -   139,788.526   910,936.422   MT  0.99993468   -0 27 37.7
 AV0044;SPC LA S     -   458,622.86  2,988,630.58   sFT  0.99993468   -0 27 37.7
 AV0044;UTM  15      - 3,292,191.303   572,101.210   MT  0.99966414   +0 22 12.6
 AV0044
 AV0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0044!SPC LA S     -   1.00000402  x   0.99993468  =   0.99993870
 AV0044!UTM  15      -   1.00000402  x   0.99966414  =   0.99966816
 AV0044
 AV0044:                Primary Azimuth Mark                     Grid Az
 AV0044:SPC LA S     -  BELLE IS BAYOU CONSERVATION TR           129 04 23.5
 AV0044:UTM  15      -  BELLE IS BAYOU CONSERVATION TR           128 14 33.2
 AV0044
 AV0044|---------------------------------------------------------------------|
 AV0044| PID    Reference Object                     Distance      Geod. Az  |
 AV0044|                                                           dddmmss.s |
 AV0044| AV0645 BELLE IS BAYOU CONSERVATION TR      APPROX.14.8 KM 1283645.8 |
 AV0044|---------------------------------------------------------------------|
 AV0044
 AV0044                          SUPERSEDED SURVEY CONTROL
 AV0044
 AV0044  NAD 83(1986)-  29 45 28.43432(N)    092 15 15.27655(W) AD(       ) 3
 AV0044  NAD 27      -  29 45 27.66700(N)    092 15 14.80900(W) AD(       ) 3
 AV0044  NGVD 29 (??/??/??)    0.580  (m)            1.90   (f) ADJUSTED    3 0
 AV0044
 AV0044.Superseded values are not recommended for survey control.
 AV0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0044.See file dsdata.txt to determine how the superseded data were derived.
 AV0044
 AV0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7210192191(NAD 83)
 AV0044_MARKER: DD = SURVEY DISK
 AV0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0044_STAMPING: SCHOONER 1932
 AV0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0044+STABILITY: SURFACE MOTION
 AV0044
 AV0044  HISTORY     - Date     Condition        Report By
 AV0044  HISTORY     - 1932     MONUMENTED       USGS
 AV0044  HISTORY     - 1947     GOOD             CGS
 AV0044  HISTORY     - 1948     GOOD             CGS
 AV0044  HISTORY     - 1948     GOOD             CGS
 AV0044  HISTORY     - 1965     MARK NOT FOUND   CGS
 AV0044  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0044
 AV0044                          STATION DESCRIPTION
 AV0044
 AV0044'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (JML)
 AV0044'ON W BANK OF SCHOONER BAYOU, ABOUT 3/4 MILE E OF LOCKS OF
 AV0044'OLD INTRACOASTAL CANAL, 45 FEET S OF S BANK OF BAYOU, 160
 AV0044'FEET W OF BEE ABSHIRES HOUSE.  A CONCRETE POST WITH STANDARD
 AV0044'TABLET STAMPED SCHOONER 1932.
 AV0044'
 AV0044'INSTRUMENT AND SIGNAL OVER STATION MARK.  INSTRUMENT ELEVATED
 AV0044'35 FEET.
 AV0044
 AV0044                          STATION RECOVERY (1947)
 AV0044
 AV0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0044'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT PROJECTS
 AV0044'ABOUT 4 INCHES.  HOUSE MENTIONED IS AN UNOCCUPIED, PAINTED
 AV0044'SHACK WITH A CORRUGATED-IRON ROOF.
 AV0044
 AV0044                          STATION RECOVERY (1948)
 AV0044
 AV0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0044'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AV0044
 AV0044                          STATION RECOVERY (1948)
 AV0044
 AV0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 AV0044'0.7 MI E FROM SCHOONER BAYOU LOCKS.
 AV0044'ABOUT 0.7 MILE EAST ALONG SCHOONER BAYOU FROM THE SCHOONER BAYOU
 AV0044'LOCKS, ABOUT 0.1 MILE EAST OF THE EASTERLY JUNCTION OF NORTH PRONG
 AV0044'SCHOONER BAYOU, ON THE SOUTH SIDE OF SCHOONER BAYOU, 162 FEET WEST OF
 AV0044'THE WEST END OF THE SECOND HOUSE EAST OF SCHOONER BAYOU LOCKS, 40 FEET
 AV0044'SOUTH OF THE SOUTH BANK OF SCHOONER BAYOU, AND IN THE MARSH.  A U.S.
 AV0044'GEOLOGICAL SURVEY STANDARD BENCH MARK DISK SET IN TOP OF A 6-INCH
 AV0044'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE MARSH.
 AV0044
 AV0044                          STATION RECOVERY (1965)
 AV0044
 AV0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0044'MARK NOT FOUND.
 AV0044
 AV0044                          STATION RECOVERY (1966)
 AV0044
 AV0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0044'THE STATION WAS VISITED 3/31/66 AND THE STATION COULD NOT
 AV0044'BE FOUND.  THE HOUSE MENTIONED IN THE ORIGINAL DESCRIPRION
 AV0044'COULD NOT BE FOUND AND NO EVIDENCE OF THE STATION LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3270 ***********************************************************************
 AU3270  DESIGNATION -  SCHRIEVER DUMP
 AU3270  PID         -  AU3270
 AU3270  STATE/COUNTY-  LA/TERREBONNE
 AU3270  USGS QUAD   -  GRAY (1980)
 AU3270
 AU3270                         *CURRENT SURVEY CONTROL
 AU3270  ___________________________________________________________________
 AU3270* NAD 83(1992)-  29 42 50.05613(N)    090 50 23.71809(W)     ADJUSTED  
 AU3270* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AU3270  **This station is located in a subsidence area (see below).
 AU3270  ___________________________________________________________________
 AU3270  X           -     -81,269.148 (meters)                     COMP
 AU3270  Y           -  -5,543,428.250 (meters)                     COMP
 AU3270  Z           -   3,142,857.456 (meters)                     COMP
 AU3270  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU3270  ELLIP HEIGHT-         -24.08  (meters)          (02/21/02) GPS OBS
 AU3270  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU3270
 AU3270  HORZ ORDER  -  FIRST
 AU3270  ELLP ORDER  -  FIFTH     CLASS I
 AU3270
 AU3270.The horizontal coordinates were established by GPS observations
 AU3270.and adjusted by the National Geodetic Survey in January 1993..
 AU3270
 AU3270 ** The orthometric height has not been validated since last determined
 AU3270 ** by differential leveling and should not be used for control purposes.
 AU3270 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3270 ** area with valid NAVD 88 orthometric heights.
 AU3270 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3270 ** epoch indicated which incorporates improved geoid heights for the
 AU3270 ** Southern Louisiana Subsidence area.
 AU3270 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3270.The orthometric height was determined by GPS observations and a
 AU3270.high-resolution geoid model.
 AU3270
 AU3270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3270
 AU3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3270
 AU3270.The ellipsoidal height was determined by GPS observations
 AU3270.and is referenced to NAD 83.
 AU3270
 AU3270.The geoid height was determined by GEOID03.
 AU3270
 AU3270;                    North         East     Units Scale Factor Converg.
 AU3270;SPC LA S     -   134,657.720 1,047,740.319   MT  0.99993821   +0 14 48.2
 AU3270;SPC LA S     -   441,789.54  3,437,461.36   sFT  0.99993821   +0 14 48.2
 AU3270;UTM  15      - 3,289,037.293   708,954.900   MT  1.00013875   +1 04 15.9
 AU3270
 AU3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3270!SPC LA S     -   1.00000378  x   0.99993821  =   0.99994199
 AU3270!UTM  15      -   1.00000378  x   1.00013875  =   1.00014253
 AU3270
 AU3270                          SUPERSEDED SURVEY CONTROL
 AU3270
 AU3270  ELLIP H (01/21/93)  -24.03   (m)                       GP(       ) 4 2
 AU3270  NAD 83(1986)-  29 42 50.07611(N)    090 50 23.71739(W) AD(       ) 1
 AU3270  NGVD 29 (04/21/89)    1.68   (m)            5.5    (f) LEVELING    3  
 AU3270
 AU3270.Superseded values are not recommended for survey control.
 AU3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3270.See file dsdata.txt to determine how the superseded data were derived.
 AU3270
 AU3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0895589037(NAD 83)
 AU3270_MARKER: I = METAL ROD
 AU3270_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3270_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3270_STAMPING: SCHRIEVER DUMP
 AU3270_MARK LOGO: LOCSUR
 AU3270_PROJECTION: FLUSH
 AU3270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3270+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3270
 AU3270  HISTORY     - Date     Condition        Report By
 AU3270  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3270  HISTORY     - 19950103 GOOD             MPHI
 AU3270
 AU3270                          STATION DESCRIPTION
 AU3270
 AU3270'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3270'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF HOUMA LOUISIANA,
 AU3270'NEAR AN IRON ENTRANCE GATE TO SCHRIEVER DUMP.
 AU3270'
 AU3270'TO BEACH STATION FROM THE JUNCTION OF US HIGHWAY 90 AND STATE HIGHWAY
 AU3270'311, FOLLOW HIGHWAY 311 FOR 12.4 MILES TO MAIN PROJECT ROAD, THAT
 AU3270'VEERS LEFT OFF OF HIGHWAY 311.  GO 0.7 MILES TO ISLE OF CUBA ROAD, ON
 AU3270'THE LEFT GO 1.35 MILES ON ISLE OF CUBA ROAD TO A GATE AT THE ENTRANCE
 AU3270'OF SCHRIEVER DUMP.  THE STATION IS TO THE LEFT OF THE GATE, AT THE
 AU3270'EDGE OF AN OPEN FIELD AND OVERLOOKING A DITCH.
 AU3270'
 AU3270'THE STATION IS A 9/16 INCH DIAMETER STEEL ROD, DRIVEN INTO THE GROUND,
 AU3270'WITH A PIECE OF PVC PIPE SURROUNDING THE ROD.  THE PVC PIPE IS
 AU3270'SURROUNDED BY AN IRREGULAR MASS OF CONCRETE.  THE STATION IS
 AU3270'PROJECTING .120 METERS ABOVE GROUND, AND IS SET 31.6 FEET EAST OF THE
 AU3270'SOUTHEASTERN EDGE OF AN IRON GATE, 44 FEET EAST OF THE CENTER OF THE
 AU3270'ROAD.
 AU3270
 AU3270                          STATION RECOVERY (1995)
 AU3270
 AU3270'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3270'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3181 ***********************************************************************
 AU3181  DESIGNATION -  SCHRIEVER N BASE RESET
 AU3181  PID         -  AU3181
 AU3181  STATE/COUNTY-  LA/TERREBONNE
 AU3181  USGS QUAD   -  GRAY (1980)
 AU3181
 AU3181                         *CURRENT SURVEY CONTROL
 AU3181  ___________________________________________________________________
 AU3181* NAD 83(1992)-  29 44 45.61134(N)    090 48 59.91418(W)     ADJUSTED  
 AU3181* NAVD 88     -         4.08   (+/-2cm)      13.4  **(feet)  VERTCON   
 AU3181  **This station is located in a subsidence area (see below).
 AU3181  ___________________________________________________________________
 AU3181  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3181  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AU3181
 AU3181  HORZ ORDER  -  FIRST
 AU3181  VERT ORDER  -  THIRD ? (See Below)
 AU3181
 AU3181.The horizontal coordinates were established by classical geodetic methods
 AU3181.and adjusted by the National Geodetic Survey in January 1993..
 AU3181
 AU3181 ** The orthometric height has not been validated since last determined
 AU3181 ** by differential leveling and should not be used for control purposes.
 AU3181 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3181 ** area with valid NAVD 88 orthometric heights.
 AU3181 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3181 ** epoch indicated which incorporates improved geoid heights for the
 AU3181 ** Southern Louisiana Subsidence area.
 AU3181 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3181.The vertical order pertains to the NGVD 29 superseded value.
 AU3181
 AU3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3181
 AU3181.The geoid height was determined by GEOID03.
 AU3181
 AU3181;                    North         East     Units Scale Factor Converg.
 AU3181;SPC LA S     -   138,225.457 1,049,976.621   MT  0.99993558   +0 15 30.1
 AU3181;SPC LA S     -   453,494.69  3,444,798.30   sFT  0.99993558   +0 15 30.1
 AU3181;UTM  15      - 3,292,637.601   711,140.064   MT  1.00015007   +1 05 01.3
 AU3181
 AU3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3181!SPC LA S     -   1.00000338  x   0.99993558  =   0.99993896
 AU3181!UTM  15      -   1.00000338  x   1.00015007  =   1.00015345
 AU3181
 AU3181:                Primary Azimuth Mark                     Grid Az
 AU3181:SPC LA S     -  LAVALLE PLANTATION SUGAR TK              006 14 13.9
 AU3181:UTM  15      -  LAVALLE PLANTATION SUGAR TK              005 24 42.7
 AU3181
 AU3181|---------------------------------------------------------------------|
 AU3181| PID    Reference Object                     Distance      Geod. Az  |
 AU3181|                                                           dddmmss.s |
 AU3181| AU3216 LAVALLE PLANTATION SUGAR TK         APPROX. 9.0 KM 0062944.0 |
 AU3181| AU3195 LA PLENE PLANTATION SUGAR TANK      APPROX. 8.8 KM 0295009.1 |
 AU3181| AU3215 PRICE SUGAR MILL STACK              APPROX. 2.8 KM 0340315.3 |
 AU3181| DD8063 SCHRIEVER N BASE RM 4                29.485 METERS 05501     |
 AU3181| DD8060 SCHRIEVER N BASE RM 1                56.388 METERS 05603     |
 AU3181| AU3177 SCHRIEVER SPRR WATER TANK           APPROX. 0.6 KM 0594428.3 |
 AU3181| AU0449 SCHRIEVER N BASE RM 5                55.996 METERS 06858     |
 AU3181| AU3178 SCHRIEVER S BASE                    APPROX. 5.9 KM 1750812.4 |
 AU3181| DD8061 SCHRIEVER N BASE RM 2               174.437 METERS 17726     |
 AU3181| AU3183 ELLENDALE LONE METAL STK            APPROX.11.2 KM 1815445.4 |
 AU3181| DD8062 SCHRIEVER N BASE RM 3                24.181 METERS 23501     |
 AU3181| AU3188 DONNER SAWMILL WATER TANK           APPROX.15.7 KM 2460603.4 |
 AU3181| DD8064 SCHRIEVER N BASE RM 7                              2511744.6 |
 AU3181| AU3223 LAUREL GROVE SUGAR MILL TANK        APPROX.10.7 KM 3265347.2 |
 AU3181| AU3218 LEIGHTON SUGAR MILL TANK            APPROX. 6.9 KM 3270005.1 |
 AU3181| AU3196 THIBODAUX ST JOSEPHS CH S DOME      APPROX. 5.3 KM 3564055.5 |
 AU3181| AU3197 THIBODAUX ST JOSEPHS CH N DOME      APPROX. 5.3 KM 3564549.0 |
 AU3181| AU3217 THIBODAUX MUNICIPAL SPIPE           APPROX. 5.8 KM 3565533.6 |
 AU3181|---------------------------------------------------------------------|
 AU3181
 AU3181                          SUPERSEDED SURVEY CONTROL
 AU3181
 AU3181  NAD 83(1986)-  29 44 45.63158(N)    090 48 59.91712(W) AD(       ) 1
 AU3181  NAD 27      -  29 44 44.87981(N)    090 48 59.58580(W) AD(       ) 1
 AU3181  NGVD 29 (07/19/86)    4.17   (m)           13.7    (f) LEVELING    3  
 AU3181
 AU3181.Superseded values are not recommended for survey control.
 AU3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3181.See file dsdata.txt to determine how the superseded data were derived.
 AU3181
 AU3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1114092638(NAD 83)
 AU3181_MARKER: DS = TRIANGULATION STATION DISK
 AU3181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3181
 AU3181  HISTORY     - Date     Condition        Report By
 AU3181  HISTORY     - 1972     MONUMENTED       NGS
 AU3181
 AU3181                          STATION DESCRIPTION
 AU3181
 AU3181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3181'THE UNDERGROUND STATION MARK AND REFERENCE MARK 3 WERE RECOVERED
 AU3181'AND ARE ASSUMED TO BE IN GOOD CONDITION.  THE AREA AROUND THESE
 AU3181'MARKS WAS FOUND TO BE VERY LOOSE AND UNSTABLE.  A GREATER
 AU3181'DISTANCE OF 0.041 METER TO REFERENCE MARK 3 WAS NOTED WHEN A
 AU3181'TENSION OF 5KGS WAS HELD ON THE TAPE.  THERE WAS NO DATA
 AU3181'AVAILABLE TO CHECK THE DIRECTION TO REFERENCE MARK 3.  REFERENCE
 AU3181'MARK 4 HAS BEEN DESTROYED.  REFERENCE MARKS 5, 6 AND 7 WERE
 AU3181'ESTABLISHED AT THIS DATE AND REFERENCE MARK 5 WAS OCCUPIED
 AU3181'BECAUSE OF THE LOCATION OF THE OLD STATION.  REFERENCE MARK
 AU3181'6 IS OBSTRUCTED AND WAS CUT IN FROM REFERENCE MARK 5.  A
 AU3181'COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3181'
 AU3181'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF THIBOUDAX,
 AU3181'AT THE VILLAGE OF SCHRIEVER AND ON PROPERTY OWNED BY THE
 AU3181'SOUTHERN PACIFIC COMPANY RAILROAD.
 AU3181'
 AU3181'TO REACH THE STATION FROM THE POST OFFICE IN SCHRIEVER GO NORTH
 AU3181'ON THE SURFACED ROAD FOR 0.3 MILE TO A CROSSROAD.  CONTINUE NORTH
 AU3181'ON THE SURFACED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 AU3181'AND GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A RAILROAD
 AU3181'STATION ON THE RIGHT.  CONTINUE AHEAD WEST ON THE GRAVELED ROAD
 AU3181'FOR 0.1 MILE TO THE STATION ON THE LEFT.  (TO REACH REFERENCE
 AU3181'MARK 7 CONTINUE WEST FOR 0.15 MILE TO THE MARK ON THE RIGHT,
 AU3181'ON THE NORTH SIDE OF THE RAILROAD TRACKS.)
 AU3181'
 AU3181'THE STATION MARK IS A STANDARD DISK STAMPED SCHRIEVER NORTH BASE
 AU3181'1931 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AU3181'12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 AU3181'IT IS 46.5 FEET NORTH-NORTHWEST OF A FENCE CORNER, 39 FEET WEST
 AU3181'OF A TELEPHONE POLE, 26 FEET SOUTH OF THE CENTER OF A GRAVELED
 AU3181'ROAD AND 3.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 AU3181'THE UNDERGROUND DISK IS ABOUT 30 INCHES BELOW THE GROUND
 AU3181'SURFACE.
 AU3181'
 AU3181'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SCHRIEVER NORTH BASE
 AU3181'NO 3 1931 1960, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AU3181'THAT IS 12-INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 AU3181'GROUND SURFACE.  IT IS 40 FEET SOUTH OF THE CENTER OF THE GRAVELED
 AU3181'ROAD, 2 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT SOUTHWEST OF A
 AU3181'METAL WITNESS POST WITH SIGN.
 AU3181'
 AU3181'REFERENCE MARK 5 IS A STANDARD DISK STAMPED SCHRIEVER NORTH
 AU3181'BASE NO 5 1931 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AU3181'THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 AU3181'SURFACE.  IT IS 65 FEET NORTH OF THE CENTER OF A SHELL ROAD, 41
 AU3181'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 30 FEET SOUTHWEST
 AU3181'OF A TELEPHONE POLE.
 AU3181'
 AU3181'REFERENCE MARK 7 IS A STANDARD DISK STAMPED SCHRIEVER NORTH BASE
 AU3181'NO 7 1931 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AU3181'THAT IS 12-INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 AU3181'GROUND SURFACE.  IT IS 82 FEET NORTH OF THE CENTER OF THE
 AU3181'GRAVELED ROAD AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.
 AU3181'
 AU3181'MEASUREMENTS TO THE REFERENCE MARKS WERE MADE HOLDING 5 KGS OF
 AU3181'TENSION.
 AU3181'
 AU3181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SCHRIEVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0449 ***********************************************************************
 AU0449  DESIGNATION -  SCHRIEVER N BASE RM 5
 AU0449  PID         -  AU0449
 AU0449  STATE/COUNTY-  LA/TERREBONNE
 AU0449  USGS QUAD   -  GRAY (1980)
 AU0449
 AU0449                         *CURRENT SURVEY CONTROL
 AU0449  ___________________________________________________________________
 AU0449* NAD 83(1992)-  29 44 46.26426(N)    090 48 57.96913(W)     ADJUSTED  
 AU0449* NAVD 88     -         3.78   (+/-2cm)      12.4  **(feet)  VERTCON   
 AU0449  **This station is located in a subsidence area (see below).
 AU0449  ___________________________________________________________________
 AU0449  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU0449  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AU0449
 AU0449  HORZ ORDER  -  FIRST
 AU0449  VERT ORDER  -  THIRD (See Below)
 AU0449
 AU0449.The horizontal coordinates were established by classical geodetic methods
 AU0449.and adjusted by the National Geodetic Survey in January 1993..
 AU0449
 AU0449 ** The orthometric height has not been validated since last determined
 AU0449 ** by differential leveling and should not be used for control purposes.
 AU0449 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0449 ** area with valid NAVD 88 orthometric heights.
 AU0449 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0449 ** epoch indicated which incorporates improved geoid heights for the
 AU0449 ** Southern Louisiana Subsidence area.
 AU0449 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0449.The vertical order pertains to the NGVD 29 superseded value.
 AU0449
 AU0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0449
 AU0449.The geoid height was determined by GEOID03.
 AU0449
 AU0449;                    North         East     Units Scale Factor Converg.
 AU0449;SPC LA S     -   138,245.795 1,050,028.789   MT  0.99993556   +0 15 31.0
 AU0449;SPC LA S     -   453,561.41  3,444,969.45   sFT  0.99993556   +0 15 31.0
 AU0449;UTM  15      - 3,292,658.693   711,191.945   MT  1.00015034   +1 05 02.3
 AU0449
 AU0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0449!SPC LA S     -   1.00000343  x   0.99993556  =   0.99993899
 AU0449!UTM  15      -   1.00000343  x   1.00015034  =   1.00015377
 AU0449
 AU0449|---------------------------------------------------------------------|
 AU0449| PID    Reference Object                     Distance      Geod. Az  |
 AU0449|                                                           dddmmss.s |
 AU0449| DD8059 SCHRIEVER N BASE RM 6                23.955 METERS 15443     |
 AU0449| AU3181 SCHRIEVER N BASE RESET               55.996 METERS 24858     |
 AU0449| DD8064 SCHRIEVER N BASE RM 7                              2505423.0 |
 AU0449|---------------------------------------------------------------------|
 AU0449
 AU0449                          SUPERSEDED SURVEY CONTROL
 AU0449
 AU0449  NAD 83(1986)-  29 44 46.28450(N)    090 48 57.97203(W) AD(       ) 1
 AU0449  NAD 27      -  29 44 45.52818(N)    090 48 57.63881(W) AD(       ) 1
 AU0449  NGVD 29 (??/??/??)    3.87   (m)           12.7    (f) RESET       3  
 AU0449
 AU0449.Superseded values are not recommended for survey control.
 AU0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0449.See file dsdata.txt to determine how the superseded data were derived.
 AU0449
 AU0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1119292659(NAD 83)
 AU0449_MARKER: DR = REFERENCE MARK DISK
 AU0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0449_STAMPING: SCHRIEVER NORTH BASE NO 5 1931 1972
 AU0449_PROJECTION: FLUSH
 AU0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0449+STABILITY: SURFACE MOTION
 AU0449
 AU0449  HISTORY     - Date     Condition        Report By
 AU0449  HISTORY     - 1972     MONUMENTED       NGS
 AU0449  HISTORY     - 1972     GOOD             NGS
 AU0449  HISTORY     - 1975     GOOD             NGS
 AU0449
 AU0449                          STATION DESCRIPTION
 AU0449
 AU0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU0449'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF THIBODAUX, AT THE
 AU0449'VILLAGE OF SCHRIEVER AND ON PROPERTY OWNED BY THE SOUTHERN PACIFIC
 AU0449'COMPANY RAILROAD.
 AU0449'
 AU0449'TO REACH THE STATION FROM THE POST OFFICE IN SCHRIEVER GO NORTH ON
 AU0449'THE SURFACED ROAD FOR 0.3 MILE TO A CROSSROAD.  CONTINUE NORTH ON THE
 AU0449'SURFACED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 AU0449'GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A RAILROAD STATION ON
 AU0449'THE RIGHT.  CONTINUE AHEAD WEST FOR 0.1 MILE TO THE STATION ON THE
 AU0449'LEFT.  (TO REACH REFERENCE MARK 7 CONTINUE WEST FOR 0.15
 AU0449'MILE TO THE MARK ON THE RIGHT, ON THE NORTH SIDE OF THE RAILROAD
 AU0449'TRACKS.)
 AU0449'
 AU0449'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED SCHRIEVER
 AU0449'NORTH BASE NO 5 1931 1972, SET IN THE TOP OF A ROUND CONCRETE
 AU0449'MONUMENT THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 AU0449'SURFACE.  IT IS 65 FEET NORTH OF THE CENTER OF A SHELL ROAD, 41
 AU0449'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 30 FEET SOUTHWEST
 AU0449'OF A TELEPHONE POLE.  NO UNDERGROUND MARK WAS SET.
 AU0449'
 AU0449'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 AU0449'SCHRIEVER NORTH BASE 1931 1972, SET IN THE TOP OF A ROUND CONCRETE
 AU0449'MONUMENT THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 AU0449'SURFACE.  IT IS 46.5 FEET NORTH-NORTHWEST OF A FENCE CORNER, 39
 AU0449'FEET WEST OF A TELEPHONE POLE, 26 FEET SOUTH OF THE CENTER OF A
 AU0449'GRAVELED ROAD, AND 3.5 FEET NORTH OF A METAL WITNESS POST WITH
 AU0449'SIGN.  THE UNDERGROUND DISK IS SET ABOUT 30 INCHES BELOW THE
 AU0449'GROUND SURFACE.
 AU0449'
 AU0449'REFERENCE MARK 6 IS A STANDARD DISK STAMPED SCHRIEVER NORTH BASE NO
 AU0449'6 1931 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AU0449'12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 AU0449'14 FEET SOUTH OF THE CENTER OF THE SHELL ROAD, 7 FEET NORTH OF A
 AU0449'FENCE AND 2 FEET EAST OF A POWER LINE POLE WITH TWO TRANSFORMERS.
 AU0449'
 AU0449'REFERENCE MARK 7 IS A STANDARD DISK STAMPED SCHRIEVER NORTH BASE NO
 AU0449'7 1931 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AU0449'12-INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 AU0449'SURFACE.  IT IS 82 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 AU0449'2 FEET SOUTHEAST OF A TELEPHONE POLE.
 AU0449'
 AU0449'MEASUREMENTS TO THE REFERENCE MARKS WERE MADE HOLDING 5 KGS TENSION.
 AU0449'
 AU0449'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 AU0449'
 AU0449'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 AU0449
 AU0449                          STATION RECOVERY (1972)
 AU0449
 AU0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AU0449'0.6 MI NW FROM SCHRIEVER.
 AU0449'0.3 MILE NORTH ALONG SURFACED ROAD FROM THE POST OFFICE IN
 AU0449'SCHRIEVER, TO A CROSSROAD, CONTINUE 0.1 MILE NORTH ALONG SURFACED
 AU0449'ROAD TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON GRAVELED ROAD
 AU0449'FOR 0.1 MILE TO A RAILROAD STATION ON THE RIGHT. CONTINUE AHEAD
 AU0449'WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON LEFT,
 AU0449'65.0 FEET NORTH OF THE CENTER OF SHELL ROAD, 41.0 FEET SOUTH
 AU0449'OF THE CENTER OF A GRAVELED ROAD AND 30.0 FEET SOUTHWEST OF A
 AU0449'TELEPHONE POLE.
 AU0449
 AU0449                          STATION RECOVERY (1975)
 AU0449
 AU0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RM)
 AU0449'STATION MARK SCHRIEVER NB 1931 RM 5 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3178 ***********************************************************************
 AU3178  DESIGNATION -  SCHRIEVER S BASE
 AU3178  PID         -  AU3178
 AU3178  STATE/COUNTY-  LA/TERREBONNE
 AU3178  USGS QUAD   -  GRAY (1980)
 AU3178
 AU3178                         *CURRENT SURVEY CONTROL
 AU3178  ___________________________________________________________________
 AU3178* NAD 83(1992)-  29 41 33.99382(N)    090 48 41.24121(W)     ADJUSTED  
 AU3178* NAVD 88     -         3.5  **(meters)      11.   **(feet)  GPS OBS   
 AU3178  **This station is located in a subsidence area (see below).
 AU3178  ___________________________________________________________________
 AU3178  X           -     -78,531.500 (meters)                     COMP
 AU3178  Y           -  -5,544,629.979 (meters)                     COMP
 AU3178  Z           -   3,140,824.115 (meters)                     COMP
 AU3178  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU3178  ELLIP HEIGHT-         -22.17  (meters)          (02/21/02) GPS OBS
 AU3178  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AU3178
 AU3178  HORZ ORDER  -  FIRST
 AU3178  ELLP ORDER  -  FIFTH     CLASS I
 AU3178
 AU3178.The horizontal coordinates were established by GPS observations
 AU3178.and adjusted by the National Geodetic Survey in December 1998..
 AU3178
 AU3178 ** The orthometric height has not been validated since last determined
 AU3178 ** by differential leveling and should not be used for control purposes.
 AU3178 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3178 ** area with valid NAVD 88 orthometric heights.
 AU3178 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3178 ** epoch indicated which incorporates improved geoid heights for the
 AU3178 ** Southern Louisiana Subsidence area.
 AU3178 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3178.The orthometric height was determined by GPS observations and a
 AU3178.high-resolution geoid model.
 AU3178
 AU3178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3178
 AU3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3178
 AU3178.The ellipsoidal height was determined by GPS observations
 AU3178.and is referenced to NAD 83.
 AU3178
 AU3178.The geoid height was determined by GEOID03.
 AU3178
 AU3178;                    North         East     Units Scale Factor Converg.
 AU3178;SPC LA S     -   132,328.057 1,050,505.191   MT  0.99994011   +0 15 39.4
 AU3178;SPC LA S     -   434,146.30  3,446,532.45   sFT  0.99994011   +0 15 39.4
 AU3178;UTM  15      - 3,286,747.157   711,753.566   MT  1.00015328   +1 05 04.2
 AU3178
 AU3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3178!SPC LA S     -   1.00000348  x   0.99994011  =   0.99994359
 AU3178!UTM  15      -   1.00000348  x   1.00015328  =   1.00015676
 AU3178
 AU3178:                Primary Azimuth Mark                     Grid Az
 AU3178:SPC LA S     -  PRICE SUGAR MILL STACK                   007 10 41.7
 AU3178:UTM  15      -  PRICE SUGAR MILL STACK                   006 21 16.9
 AU3178
 AU3178|---------------------------------------------------------------------|
 AU3178| PID    Reference Object                     Distance      Geod. Az  |
 AU3178|                                                           dddmmss.s |
 AU3178| AU3215 PRICE SUGAR MILL STACK              APPROX. 8.3 KM 0072621.1 |
 AU3178| DD8067 SCHRIEVER S BASE RM 1                45.050 METERS 02921     |
 AU3178| AU3170 HOUMA TERREBONE LUMBER CO TANK      APPROX.13.2 KM 1431813.5 |
 AU3178| AU3160 HOUMA SUGAR REF TALL STACK          APPROX.13.7 KM 1483733.4 |
 AU3178| AU3183 ELLENDALE LONE METAL STK            APPROX. 5.4 KM 1892155.7 |
 AU3178| DD8066 SCHRIEVER S BASE RM 5                              1975912.8 |
 AU3178| DD8065 SCHRIEVER S BASE RM 3                28.770 METERS 20237     |
 AU3178| DD8068 SCHRIEVER S BASE RM 2                              25006     |
 AU3178| AU3182 SCHRIEVER S B 1931 RM 4              17.893 METERS 30914     |
 AU3178| AU3218 LEIGHTON SUGAR MILL TANK            APPROX.12.5 KM 3395539.0 |
 AU3178| DD8125 SUGAR MILL METAL STACK                             3402853.3 |
 AU3178| AU3180 SCHRIEVER SUGAR MILL METAL STK      APPROX. 5.8 KM 3541903.9 |
 AU3178| AU3217 THIBODAUX MUNICIPAL SPIPE           APPROX.11.7 KM 3560127.2 |
 AU3178| AU3177 SCHRIEVER SPRR WATER TANK           APPROX. 6.2 KM 3595849.6 |
 AU3178|---------------------------------------------------------------------|
 AU3178
 AU3178                          SUPERSEDED SURVEY CONTROL
 AU3178
 AU3178  ELLIP H (12/17/98)  -22.14   (m)                       GP(       ) 4 2
 AU3178  ELLIP H (11/16/93)  -22.23   (m)                       GP(       ) 4 2
 AU3178  NAD 83(1992)-  29 41 33.99367(N)    090 48 41.23667(W) AD(       ) 1
 AU3178  NAD 83(1986)-  29 41 34.01425(N)    090 48 41.24074(W) AD(       ) 1
 AU3178  NAD 27      -  29 41 33.25790(N)    090 48 40.91182(W) AD(       ) 1
 AU3178  NGVD 29 (07/19/86)    3.60   (m)           11.8    (f) LEVELING    3  
 AU3178
 AU3178.Superseded values are not recommended for survey control.
 AU3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3178.See file dsdata.txt to determine how the superseded data were derived.
 AU3178
 AU3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1175486747(NAD 83)
 AU3178_MARKER: DD = SURVEY DISK
 AU3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3178_SP_SET: CONCRETE POST
 AU3178_STAMPING: SCHRIEVER SOUTH BASE 1931
 AU3178_MARK LOGO: CGS   
 AU3178_PROJECTION: FLUSH
 AU3178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU3178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3178+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU3178
 AU3178  HISTORY     - Date     Condition        Report By
 AU3178  HISTORY     - 1931     MONUMENTED       CGS
 AU3178  HISTORY     - 1931     GOOD             CGS
 AU3178  HISTORY     - 1960     GOOD             CGS
 AU3178  HISTORY     - 1972     GOOD             NGS
 AU3178  HISTORY     - 19921203 GOOD             NOSAMC
 AU3178  HISTORY     - 19950103 GOOD             MPHI
 AU3178
 AU3178                          STATION DESCRIPTION
 AU3178
 AU3178'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU3178'STATION IS ABOUT 4 MILES S OF SCHRIEVER, JUST S OF STATION
 AU3178'REBECCA, ON THE E SIDE OF THE HOUMA BRANCH LINE TRACKS OF THE
 AU3178'SOUTHERN PACIFIC RAILWAY, ON THE RAILROAD RIGHT-OF-WAY, 42.52 FEET
 AU3178'W OF THE RAILROAD RIGHT-OF-WAY FENCE LINE, 27.08 FEET E OF THE
 AU3178'E RAIL OF THE TRACKS, 1/4 MILE S OF A DAIRY STATION, ABOUT
 AU3178'580 FEET E OF HIGHWAY 82, 75 FEET S OF THE CENTER LINE OF A LANE
 AU3178'LEADING E FROM HIGHWAY 82 AND CROSSING THE TRACKS TO A COW
 AU3178'CORRAL, AND 100 FEET SW OF THE GATE POST OF THE OUTSIDE GATE
 AU3178'OF THE CORRAL.
 AU3178'
 AU3178'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 AU3178'THE UPPER MARK IS 3 INCHES ABOVE THE SURFACE.
 AU3178'
 AU3178'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3178'IS 6 INCHES ABOVE THE SURFACE, ON A
 AU3178'FENCE LINE IN THE CORRAL, 46.3 FEET E OF THE CORRAL GATE AND
 AU3178'RIGHT-OF-WAY FENCE LINE, 118.2 FEET E OF THE E RAIL OF THE
 AU3178'RAILROAD, AND 147.80 FEET (45.05 METERS) FROM THE STATION
 AU3178'N 29 DEG 20 MIN E.
 AU3178'
 AU3178'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3178'IS 6 INCHES ABOVE THE SURFACE, W OF
 AU3178'HIGHWAY 82 AND N OF A LANE LEADING W FROM THE HIGHWAY WHERE
 AU3178'THE LANE TO THE STATION LEADS E, 780 FEET W OF HIGHWAY 82, 300
 AU3178'FEET W OF A BLACK STORAGE TANK, 25 FEET N OF THE MAIN LANE, 6
 AU3178'FEET W OF A SIDE LANE, AND APPROXIMATELY 1,350 FEET (410 METERS)
 AU3178'FROM THE STATION S 70 DEG 06 MIN W.
 AU3178'
 AU3178'THE E METAL STACK OF A SUGAR MILL, APPROXIMATELY 2 MILES FROM
 AU3178'THE STATION, IS N 19 DEG 31 MIN W, AND THE METAL
 AU3178'STACK OF THE OLD SUGAR MILL NEAR SCHRIEVER NORTH BASE IS
 AU3178'N 19 DEG 31 MIN W.
 AU3178
 AU3178                          STATION RECOVERY (1931)
 AU3178
 AU3178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AU3178'RECOVERED IN GOOD CONDITION.
 AU3178
 AU3178                          STATION RECOVERY (1960)
 AU3178
 AU3178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VRS)
 AU3178'THE STATION AND R.M. 1 WAS RECOVERED IN GOOD CONDITION.  R.M. 2
 AU3178'WAS FOUND ON THE SURFACE OF THE GROUND AND THE DISK WAS REMOVED
 AU3178'FROM THE MONUMENT.  A NEW DESCRIPTION FOLLOWS--
 AU3178'
 AU3178'THE STATION IS ABOUT 4 MILES SOUTH OF SCHRIEVER, ON THE EAST
 AU3178'SIDE OF THE HOUMA BRANCH LINE TRACKS OF THE SOUTH PACIFIC, JUST
 AU3178'SOUTH OF THE CROSSING OF THE RAILROAD TRACKS AND A LANE ENTERING
 AU3178'FROM THE STATE HIGHWAY TO THE WEST.
 AU3178'
 AU3178'THE STATION IS 141 SOUTH OF TELEPHONE POLE K 23 WHICH IS NORTH
 AU3178'OF THE CROSSING.  117 FEET NORTH-NORTHEAST OF THE FIRST TELEPHONE
 AU3178'POLE SOUTH OF THE CROSSING.  102 FEET SOUTH OF THE WEST END
 AU3178'OF A DEEP DRAINAGE DITCH.  74 FEET SOUTH OF THE CENTER OF THE
 AU3178'CROSSING.  27 FEET EAST OF THE EAST RAIL OF THE TRACKS.
 AU3178'THE MARK IS A STANDARD DISK, STAMPED SCHRIEVER S BASE 1931, SET
 AU3178'IN THE CENTER OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 AU3178'GROUND.
 AU3178'
 AU3178'R.M. 1 IS ON THE SOUTH BANK OF THE DEEP DRAINAGE DITCH EAST OF
 AU3178'THE RAILROAD TRACKS.  137 FEET EAST OF POLE K 23.  126 FEET EAST
 AU3178'OF THE CENTER OF THE CROSSING.  89 FEET EAST OF THE EAST END
 AU3178'OF THE DITCH.  THE MARK IS A STANDARD DISK, STAMPED SCHRIEVER S
 AU3178'BASE NO 1 1931, SET IN THE CENTER OF A 12 INCH SQUARE CONCRETE POST
 AU3178'PROJECTING 6 INCHES.
 AU3178
 AU3178                          STATION RECOVERY (1972)
 AU3178
 AU3178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3178'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN FAIR CONDITION.
 AU3178'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND ARE BELIEVED TO
 AU3178'BE DESTROYED.  REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED AT
 AU3178'THIS TIME.  DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 AU3178'FOLLOWS.
 AU3178'
 AU3178'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF THIBODAUX, 3
 AU3178'MILES SOUTH OF SCHRIEVER, 0.15 MILE EAST OF STATE HIGHWAY 311
 AU3178'AND JUST EAST OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK.
 AU3178'
 AU3178'TO REACH THE STATION FROM THE POST OFFICE IN SCHRIEVER GO NORTH
 AU3178'ON THE SURFACED ROAD FOR 0.3 MILE TO THE JUNCTION OF STATE
 AU3178'HIGHWAY 20.  TURN LEFT AND GO WEST ON STATE HIGHWAY 20 FOR
 AU3178'0.65 MILE TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON THE
 AU3178'SURFACED ROAD FOR 1.85 MILE TO THE JUNCTION OF STATE HIGHWAY
 AU3178'311.  CONTINUE SOUTH ON STATE HIGHWAY 311 FOR 1.6 MILES TO
 AU3178'A SHELL ROAD LEFT.  (TO REACH REFERENCE MARK 5 CONTINUE SOUTH
 AU3178'ON STATE HIGHWAY 311 FOR 0.2 MILE TO THE MARK ON THE RIGHT.)
 AU3178'TURN LEFT AND GO EAST ON THE SHELL ROAD FOR 0.15 MILE TO A
 AU3178'RAILROAD CROSSING AND A LOCKED GATE.  PASS THROUGH THE GATE,
 AU3178'TURN RIGHT AND GO ABOUT 70 FEET TO THE STATION ON THE
 AU3178'RIGHT.
 AU3178'
 AU3178'THE STATION MARK IS A STANDARD DISK STAMPED SCHRIEVER SOUTH
 AU3178'BASE 1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AU3178'THAT IS FLUSH WITH THE GROUND SURFACE.  THIS MARK HAS BEEN
 AU3178'HIT A NUMBER OF TIMES BY FARM EQUIPMENT AND THE STAMPING
 AU3178'IS ALL BUT GONE.  IT IS 64 FEET SOUTHEAST OF THE SOUTH GATE
 AU3178'POST OF A PIPE GATE, 49 FEET EAST-NORTHEAST OF A METAL WITNESS
 AU3178'POST WITH SIGN AND 27 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK.
 AU3178'
 AU3178'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SCHRIEVER SOUTH
 AU3178'BASE NO 3 1931 1972, SET IN THE TOP OF A ROUND CONCRETE
 AU3178'MONUMENT THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE
 AU3178'GROUND SURFACE.  IT IS 63 FEET SOUTH OF A METAL WITNESS POST
 AU3178'WITH SIGN, 10 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK
 AU3178'AND 1 FOOT EAST OF A FENCE.
 AU3178'
 AU3178'REFERENCE MARK 4 IS A STANDARD DISK STAMPED SCHRIEVER SOUTH
 AU3178'BASE NO 4 1931 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AU3178'THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 AU3178'SURFACE.  IT IS 62 FEET NORTH OF A METAL WITNESS POST WITH
 AU3178'SIGN, 24 FEET SOUTH OF THE CENTER OF THE SHELL ROAD, 10 FEET
 AU3178'WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 2 FEET SOUTHEAST
 AU3178'OF A FENCE CORNER POST.
 AU3178'
 AU3178'REFERENCE MARK 5 IS A STANDARD DISK STAMPED SCHRIEVER SOUTH
 AU3178'BASE NO 5 1931 1972, SET IN THE TOP OF A ROUND CONCRETE
 AU3178'MONUMENT THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE
 AU3178'GROUND SURFACE.  IT IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AU3178'OF TENANT HOUSE NUMBER 10, 42 FEET WEST OF THE CENTER OF
 AU3178'STATE HIGHWAY 311 AND 2 FEET NORTH OF A POWER LINE POLE.
 AU3178'
 AU3178'MEASUREMENTS TO THE REFERENCE MARKS WERE MADE HOLDING 5 KGS
 AU3178'TENSION.
 AU3178'
 AU3178'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 AU3178'
 AU3178'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH
 AU3178'OF SCHRIEVER
 AU3178
 AU3178                          STATION RECOVERY (1992)
 AU3178
 AU3178'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1992
 AU3178'STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH OF THIBODAUX, 3 MI
 AU3178'(4.8 KM) SOUTH OF SCHRIEVER, 0.15 MI (0.24 KM) EAST OF STATE HIGHWAY
 AU3178'311 AND JUST EAST OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK.
 AU3178'TO REACH THE STATION FROM THE POST OFFICE IN SCHRIEVER GO NORTH ON THE
 AU3178'SURFACED ROAD FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF STATE HIGHWAY
 AU3178'20. TURN LEFT AND GO WEST ON STATE HIGHWAY 20 FOR 0.65 MI (1.05 KM)
 AU3178'TO A CROSS ROAD. TURN LEFT AND GO SOUTH ON THE SURFACED ROAD FOR 1.85
 AU3178'MI (2.98 KM) TO THE JUNCTION OF STATE HIGHWAY 311. CONTINUE SOUTH ON
 AU3178'STATE HIGHWAY 311 FOR 1.6 MI (2.6 KM) TO A SHELL ROAD LEFT. (TO REACH
 AU3178'REFERENCE MARK 5 CONTINUE SOUTH ON STATE HIGHWAY 311 FOR 0.2 MI
 AU3178'(0.3 KM) TO THE MARK ON THE RIGHT.) TURN LEFT AND GO EAST ON THE
 AU3178'SHELL ROAD FOR 0.15 MI (0.24 KM) TO A RAILROAD CROSSING AND LOCKED
 AU3178'GATE. PASS THROUGH THE GATE, TURN RIGHT AND GO ABOUT 70 FT (21.3 M)
 AU3178'TO THE STATION ON THE RIGHT.
 AU3178'STATION IS A STANDARD DISK STAMPED ---SCHRIEVER SOUTH BASE 1931--- SET
 AU3178'IN THE TOP OF A 12 IN ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 AU3178'64 FT (19.5 M) SE OF THE SOUTH GATE POST OF A PIPE GATE, 49 FT
 AU3178'(14.9 M) ENE OF A METAL WITNESS POST WITH SIGN AND 27 FT (8.2 M) EAST
 AU3178'OF THE EAST RAIL OF A RAIL ROAD TRACK.
 AU3178
 AU3178                          STATION RECOVERY (1995)
 AU3178
 AU3178'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3178'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3177 ***********************************************************************
 AU3177  DESIGNATION -  SCHRIEVER SPRR WATER TANK
 AU3177  PID         -  AU3177
 AU3177  STATE/COUNTY-  LA/TERREBONNE
 AU3177  USGS QUAD   -  GRAY (1980)
 AU3177
 AU3177                         *CURRENT SURVEY CONTROL
 AU3177  ___________________________________________________________________
 AU3177* NAD 83(1992)-  29 44 55.07692(N)    090 48 41.31987(W)     ADJUSTED  
 AU3177* NAVD 88     -                                                        
 AU3177  **This station is located in a subsidence area (see below).
 AU3177  ___________________________________________________________________
 AU3177  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU3177  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AU3177
 AU3177  HORZ ORDER  -  THIRD
 AU3177
 AU3177.The horizontal coordinates were established by classical geodetic methods
 AU3177.and adjusted by the National Geodetic Survey in January 1993..
 AU3177
 AU3177 ** The orthometric height has not been validated since last determined
 AU3177 ** by differential leveling and should not be used for control purposes.
 AU3177 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3177 ** area with valid NAVD 88 orthometric heights.
 AU3177 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3177 ** epoch indicated which incorporates improved geoid heights for the
 AU3177 ** Southern Louisiana Subsidence area.
 AU3177 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3177
 AU3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3177
 AU3177.The geoid height was determined by GEOID03.
 AU3177
 AU3177;                    North         East     Units Scale Factor Converg.
 AU3177;SPC LA S     -   138,519.155 1,050,474.881   MT  0.99993537   +0 15 39.4
 AU3177;SPC LA S     -   454,458.26  3,446,433.01   sFT  0.99993537   +0 15 39.4
 AU3177;UTM  15      - 3,292,938.511   711,634.148   MT  1.00015265   +1 05 10.8
 AU3177
 AU3177                          SUPERSEDED SURVEY CONTROL
 AU3177
 AU3177  NAD 83(1986)-  29 44 55.09708(N)    090 48 41.32269(W) AD(       ) 4
 AU3177  NAD 27      -  29 44 54.33860(N)    090 48 41.00505(W) AD(       ) 3
 AU3177
 AU3177.Superseded values are not recommended for survey control.
 AU3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3177.See file dsdata.txt to determine how the superseded data were derived.
 AU3177
 AU3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1163492939(NAD 83)
 AU3177_MARKER: 51 = TANK
 AU3177
 AU3177  HISTORY     - Date     Condition        Report By
 AU3177  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3177
 AU3177                          STATION DESCRIPTION
 AU3177
 AU3177'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3180 ***********************************************************************
 AU3180  DESIGNATION -  SCHRIEVER SUGAR MILL METAL STK
 AU3180  PID         -  AU3180
 AU3180  STATE/COUNTY-  LA/TERREBONNE
 AU3180  USGS QUAD   -  GRAY (1980)
 AU3180
 AU3180                         *CURRENT SURVEY CONTROL
 AU3180  ___________________________________________________________________
 AU3180* NAD 83(1992)-  29 44 41.59537(N)    090 49 02.63156(W)     ADJUSTED  
 AU3180* NAVD 88     -                                                        
 AU3180  **This station is located in a subsidence area (see below).
 AU3180  ___________________________________________________________________
 AU3180  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3180  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU3180
 AU3180  HORZ ORDER  -  THIRD
 AU3180
 AU3180.The horizontal coordinates were established by classical geodetic methods
 AU3180.and adjusted by the National Geodetic Survey in January 1993..
 AU3180
 AU3180 ** The orthometric height has not been validated since last determined
 AU3180 ** by differential leveling and should not be used for control purposes.
 AU3180 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3180 ** area with valid NAVD 88 orthometric heights.
 AU3180 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3180 ** epoch indicated which incorporates improved geoid heights for the
 AU3180 ** Southern Louisiana Subsidence area.
 AU3180 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3180
 AU3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3180
 AU3180.The geoid height was determined by GEOID03.
 AU3180
 AU3180;                    North         East     Units Scale Factor Converg.
 AU3180;SPC LA S     -   138,101.481 1,049,904.168   MT  0.99993566   +0 15 28.7
 AU3180;SPC LA S     -   453,087.94  3,444,560.59   sFT  0.99993566   +0 15 28.7
 AU3180;UTM  15      - 3,292,512.567   711,069.389   MT  1.00014971   +1 04 59.8
 AU3180
 AU3180                          SUPERSEDED SURVEY CONTROL
 AU3180
 AU3180  NAD 83(1986)-  29 44 41.61630(N)    090 49 02.63383(W) AD(       ) 4
 AU3180  NAD 27      -  29 44 40.86536(N)    090 49 02.30391(W) AD(       ) 3
 AU3180
 AU3180.Superseded values are not recommended for survey control.
 AU3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3180.See file dsdata.txt to determine how the superseded data were derived.
 AU3180
 AU3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1106992513(NAD 83)
 AU3180_MARKER: 63 = STACK
 AU3180
 AU3180  HISTORY     - Date     Condition        Report By
 AU3180  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU3180
 AU3180                          STATION DESCRIPTION
 AU3180
 AU3180'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5109 ***********************************************************************
 BJ5109  DESIGNATION -  SCHWING LUMBER CO TANK
 BJ5109  PID         -  BJ5109
 BJ5109  STATE/COUNTY-  LA/IBERVILLE
 BJ5109  USGS QUAD   -  ADDIS (1992)
 BJ5109
 BJ5109                         *CURRENT SURVEY CONTROL
 BJ5109  ___________________________________________________________________
 BJ5109* NAD 83(1992)-  30 16 40.49086(N)    091 15 09.57345(W)     ADJUSTED  
 BJ5109* NAVD 88     -                                                        
 BJ5109  ___________________________________________________________________
 BJ5109  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ5109  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5109
 BJ5109  HORZ ORDER  -  THIRD
 BJ5109
 BJ5109.The horizontal coordinates were established by classical geodetic methods
 BJ5109.and adjusted by the National Geodetic Survey in January 1993..
 BJ5109
 BJ5109
 BJ5109.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5109
 BJ5109.The geoid height was determined by GEOID03.
 BJ5109
 BJ5109;                    North         East     Units Scale Factor Converg.
 BJ5109;SPC LA S     -   197,075.088 1,007,761.671   MT  0.99993739   +0 02 25.2
 BJ5109;SPC LA S     -   646,570.52  3,306,298.08   sFT  0.99993739   +0 02 25.2
 BJ5109;UTM  15      - 3,350,873.532   668,068.312   MT  0.99994849   +0 52 52.3
 BJ5109
 BJ5109                          SUPERSEDED SURVEY CONTROL
 BJ5109
 BJ5109  NAD 83(1986)-  30 16 40.50922(N)    091 15 09.57193(W) AD(       ) 4
 BJ5109  NAD 27      -  30 16 39.80952(N)    091 15 09.18303(W) AD(       ) 3
 BJ5109
 BJ5109.Superseded values are not recommended for survey control.
 BJ5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5109.See file dsdata.txt to determine how the superseded data were derived.
 BJ5109
 BJ5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6806850874(NAD 83)
 BJ5109_MARKER: 53 = ELEVATED TANK
 BJ5109
 BJ5109  HISTORY     - Date     Condition        Report By
 BJ5109  HISTORY     - 1935     FIRST OBSERVED   CGS
 BJ5109  HISTORY     - 1947     GOOD             CGS
 BJ5109
 BJ5109                          STATION DESCRIPTION
 BJ5109
 BJ5109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5109'THE STATION IS THE TALL BLACK TANK AT THE SCHWING LUMBER
 BJ5109'COMPANY IN SEC. 14, T 9 S, R 12 E, JUST W OF THE CITY LIMITS OF
 BJ5109'PALQUEMINE ABOUT 75 FEET S OF THE CENTER LINE OF THE BAYOU
 BJ5109'ROAD, AND ABOUT 220 FEET E OF THE POINT WHERE THE BAYOU ROAD
 BJ5109'TURNS S AT THE DRYING DOCKS.  THE TANK, ERECTED IN 1923, HAS
 BJ5109'FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE OVAL SECTION
 BJ5109'EXTENDS DOWNWARD ABOUT 12 FEET.  THE VERTICAL SECTION IS ABOUT
 BJ5109'25 FEET HIGH WITH A CATWALK AND RAIL AROUND ITS BASE.  THE
 BJ5109'WORDS SCHWING LUMBER COMPANY ARE PAINTED IN WHITE LETTERS ON
 BJ5109'THE E AND W SIDES.  THE CONICAL ROOF HAS A BALL AT ITS APEX.
 BJ5109'THE TOTAL HEIGHT IS ABOUT 150 FEET.
 BJ5109
 BJ5109                          STATION RECOVERY (1947)
 BJ5109
 BJ5109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BJ5109'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1127 ***********************************************************************
 AT1127  DESIGNATION -  SCOFIELD
 AT1127  PID         -  AT1127
 AT1127  STATE/COUNTY-  LA/PLAQUEMINES
 AT1127  USGS QUAD   -  BURAS (1993)
 AT1127
 AT1127                         *CURRENT SURVEY CONTROL
 AT1127  ___________________________________________________________________
 AT1127* NAD 83(1992)-  29 15 21.50203(N)    089 33 11.46249(W)     ADJUSTED  
 AT1127* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1127  **This station is located in a subsidence area (see below).
 AT1127  ___________________________________________________________________
 AT1127  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AT1127  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AT1127
 AT1127  HORZ ORDER  -  SECOND
 AT1127
 AT1127.The horizontal coordinates were established by classical geodetic methods
 AT1127.and adjusted by the National Geodetic Survey in January 1993..
 AT1127
 AT1127 ** The orthometric height has not been validated since last determined
 AT1127 ** by differential leveling and should not be used for control purposes.
 AT1127 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1127 ** area with valid NAVD 88 orthometric heights.
 AT1127 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1127 ** epoch indicated which incorporates improved geoid heights for the
 AT1127 ** Southern Louisiana Subsidence area.
 AT1127 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1127.The orthometric height was scaled from a topographic map.
 AT1127
 AT1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1127
 AT1127.The geoid height was determined by GEOID03.
 AT1127
 AT1127;                    North         East     Units Scale Factor Converg.
 AT1127;SPC LA S     -    85,141.616 1,173,021.434   MT  1.00000961   +0 53 24.4
 AT1127;SPC LA S     -   279,335.45  3,848,487.82   sFT  1.00000961   +0 53 24.4
 AT1127;UTM  16      - 3,239,048.504   251,892.003   MT  1.00035966   -1 14 54.3
 AT1127
 AT1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1127!SPC LA S     -   1.00000377  x   1.00000961  =   1.00001338
 AT1127!UTM  16      -   1.00000377  x   1.00035966  =   1.00036343
 AT1127
 AT1127                          SUPERSEDED SURVEY CONTROL
 AT1127
 AT1127  NAD 83(1986)-  29 15 21.51008(N)    089 33 11.47232(W) AD(       ) 2
 AT1127  NAD 27      -  29 15 20.71300(N)    089 33 11.25500(W) AD(       ) 2
 AT1127
 AT1127.Superseded values are not recommended for survey control.
 AT1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1127.See file dsdata.txt to determine how the superseded data were derived.
 AT1127
 AT1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5189239049(NAD 83)
 AT1127_MARKER: DS = TRIANGULATION STATION DISK
 AT1127_SETTING: 0 = UNSPECIFIED SETTING
 AT1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1127
 AT1127  HISTORY     - Date     Condition        Report By
 AT1127  HISTORY     - 1922     MONUMENTED       CGS
 AT1127  HISTORY     - 1934     GOOD             CGS
 AT1127  HISTORY     - 1948     GOOD             BAKER
 AT1127  HISTORY     - 1948     GOOD             CGS
 AT1127  HISTORY     - 1955     MARK NOT FOUND   CGS
 AT1127  HISTORY     - 1955     GOOD             CGS
 AT1127  HISTORY     - 1963     GOOD             CGS
 AT1127  HISTORY     - 1965     GOOD             CGS
 AT1127  HISTORY     - 1966     GOOD             CGS
 AT1127  HISTORY     - 1970     MARK NOT FOUND   NGS
 AT1127
 AT1127                          STATION DESCRIPTION
 AT1127
 AT1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1127'ON THE S BANK OF THE BAYOU WHICH EXTENDS E FROM BAYOU SCOFIELD (THIS
 AT1127'BRANCH OF BAYOU
 AT1127'SCOFIELD IS APPROXIMATELY 2 MILES N OF THE GULF
 AT1127'OF MEXICO), 1/4 MILE E OF THE FORK
 AT1127'IN THE BAYOU, ABOUT 400 METERS
 AT1127'(1,312 FEET) E OF THE JUNCTURE OF THE BAYOUS, 82
 AT1127'METERS (269 FEET)
 AT1127'E FROM A POINT OPPOSITE THE MISTICH CUTOFF, AND IN MARSH GROUND
 AT1127'ABOUT 10 METERS
 AT1127'(33 FEET) S OF THE BANK OF THE BAYOU.  THE STATION
 AT1127'IS MARKED BY A STANDARD BRONZE
 AT1127'DISK SET IN CONCRETE IN THE CENTER
 AT1127'OF THE TOP OF A TILE.  REFERENCE MARK NO. 1, A
 AT1127'STANDARD BRONZE
 AT1127'REFERENCE DISK SET IN CONCRETE IN THE TOP OF A TILE, IS 19.20 METERS
 AT1127'(63.0 FEET) FROM THE STATION.  REFERENCE
 AT1127'MARK NO. 2, A STANDARD BRONZE
 AT1127'REFERENCE DISK SET IN CONCRETE IN THE
 AT1127'TOP OF A TILE, IS 13 METERS (43 FEET) FROM THE
 AT1127'EDGE OF THE BAYOU
 AT1127'AND 16.78 METERS (55.1 FEET) FROM THE STATION.
 AT1127
 AT1127                          STATION RECOVERY (1948)
 AT1127
 AT1127'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948
 AT1127'THIS STATION AND REFERENCE MARK WERE FOUND
 AT1127'IN GOOD CONDITION.
 AT1127
 AT1127                          STATION RECOVERY (1948)
 AT1127
 AT1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WCC)
 AT1127'STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 AT1127'CONDITION.
 AT1127
 AT1127                          STATION RECOVERY (1955)
 AT1127
 AT1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WMM)
 AT1127'STATION DESTROYED.  THE HOLE WHERE IT STOOD IS WELL DEFINED, AND IT
 AT1127'APPEARS THAT THE
 AT1127'MONUMENT WAS DELIBERATELY REMOVED.
 AT1127'
 AT1127'REFERENCE MARK 1 IS IN GOOD CONDITION.
 AT1127'
 AT1127'THE AZIMUTH MARK (6-INCH BLACK PIPE FILLED WITH CONCRETE, INSCRIBED
 AT1127'3 FT. UP) BEARS S
 AT1127'51-41 1/2 W (GRID) 2303.7 FROM THE CENTER OF THE HOLE WHERE
 AT1127'THE MONUMENT SCOFIELD STOOD.  A 20
 AT1127'FOOT WOOD TOWER OVER THE STATION
 AT1127'APPEARS UNDISTURBED.
 AT1127
 AT1127                          STATION RECOVERY (1955)
 AT1127
 AT1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1127'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 AT1127'
 AT1127'AN AZIMUTH MARK WAS ESTABLISHED AND THE ORIGINAL MARKS WERE STAMPED.
 AT1127'
 AT1127'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF BURAS, 1 MILE NORTHEAST OF
 AT1127'THE OUTLET OF SCOFIELD
 AT1127'BAYOU, 1/4 MILE SOUTH OF THE SOUTH END OF SCOFIELD BAY, AND 300 FEET
 AT1127'SOUTHEAST OF A CUT CONNECTING THE
 AT1127'BAYOU, WHICH CIRCUMVENTS THE SOUTH END OF SCOFIELD BAY WITH
 AT1127'SCOFIELD BAY.
 AT1127'
 AT1127'THE STATION MARK, 14 FEET SOUTH OF THE SOUTH BANK OF THE
 AT1127'BAYOU, BEARING 133 DEGREES
 AT1127'MAGNETIC FROM THE CENTER OF THE SOUTH END OF AN ABANDON OYSTER SHED,
 AT1127'85 DEGREES MAGNETIC FROM THE SOUTH END
 AT1127'OF A METAL ROOFED HOUSE, 2 FEET NORTH OF A BLACK POST, IS
 AT1127'LEVEL WITH THE GROUND SURFACE.  THE DISK IS
 AT1127'STAMPED SCOFIELD 1922.
 AT1127'
 AT1127'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, 68 FEET
 AT1127'SOUTH OF THE SOUTH BANK OF
 AT1127'THE BAYOU, BETWEEN TWO SHORT STAKES, 2 INCHES BELOW THE SURFACE OF
 AT1127'THE MUD AND THE DISK IS STAMPED
 AT1127'SCOFIELD NO 1 1922.
 AT1127'
 AT1127'REFERENCE MARK NO. 2,WEST OF THE STATION, 20 FEET SOUTH OF
 AT1127'THE SOUTH BANK OF THE
 AT1127'BAYOU, BETWEEN TWO SHORT STAKES, 4 INCHES BELOW THE SURFACE OF THE
 AT1127'MUD AND THE DISK IS STAMPED
 AT1127'SCOFIELD NO 2 1922.
 AT1127'
 AT1127'THE AZIMUTH MARK, APPROXIMATELY 1/2 MILE SOUTHWEST OF THE STATION,
 AT1127'0.15 MILE SOUTH OF THE
 AT1127'JUNCTURE OF THE BAYOU, NORTH OF A NARROW INLET WHICH EXTENDS EAST
 AT1127'FROM THE BAYOU, 37 FEET SOUTHEAST OF
 AT1127'THE SOUTHEAST BANK OF SCOFIELD BAYOU,
 AT1127'25 FEET NORTHEAST OF THE NORTHEAST BANK OF A
 AT1127'NARROW BAYOU, 2 FEET
 AT1127'SOUTH OF A POST, PROJECTS 3 FEET.  THE MARK IS A COPPER COLLAR
 AT1127'WITH A BRASS ROD IN ITS CENTER EMBEDED
 AT1127'IN THE TOP OF A CONCRETE FILLED TILE.  THE COLLAR IS STAMPED
 AT1127'U.S.C. AND G.  SURVEY AZIMUTH MARK
 AT1127'SCOFIELD 1922 1955.
 AT1127
 AT1127                          STATION RECOVERY (1963)
 AT1127
 AT1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GBL)
 AT1127'RECOVERED STATION AND TWO REFERENCE MARKERS IN GOOD CONDITION.
 AT1127'AZIMUTH MARKER
 AT1127'FOUND BUT HAS BEEN DISTURBED.
 AT1127'SCOFIELD NOW 6.0 FT. FROM BAYOU
 AT1127'BANK.  DISTANCES FROM STATION TO
 AT1127'REFERENCE MARKS FOUND REVERSED TO THAT CALLED IN
 AT1127'NOTES.
 AT1127
 AT1127                          STATION RECOVERY (1965)
 AT1127
 AT1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1127'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AT1127'CONDITION.
 AT1127'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 AT1127'
 AT1127'THE 1955 RECOVERY NOTE IS ADEQUATE EXCEPT THAT THE STATION MARK
 AT1127'IS NOW AT THE EDGE
 AT1127'OF THE WATER.  A METAL WITNESS POST WAS SET AT THE STATION.
 AT1127'
 AT1127'NOTE- THE STATION MARK SHOULD BE MOVED BACK FROM THE SHORELINE
 AT1127'TO PRESERVE IT.
 AT1127
 AT1127                          STATION RECOVERY (1966)
 AT1127
 AT1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1127'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 AT1127'GOOD CONDITION.
 AT1127'THE DISTANCE TO BOTH REFERENCE MARKS CHECKED.  THE
 AT1127'AZIMUTH MARK WAS RECOVERED AND IN
 AT1127'POOR CONDITION AND WAS DESTROYED AT
 AT1127'THIS TIME.  DUE TO EROSION AT THE STATION, A NEW
 AT1127'STATION MARK, REFERENCE
 AT1127'MARK 3 AND AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  AND A
 AT1127'TRAVERSE TIE WAS MADE
 AT1127'TO SCOFIELD 2 THE DISTANCE BEING (73.62 FEET) OR 22.4391
 AT1127'METERS.  SEE THE DESCRIPTION
 AT1127'FOR SCOFIELD 2 1966 FOR A COMPLETE NEW DESCRIPTION.
 AT1127'
 AT1127'NOTE- NO ANGLES TURNED TO THE REFERENCE MARKS DUE TO EXTREME HIGH
 AT1127'TIDE THE NIGHT THE
 AT1127'STATION WAS OCCUPIED.
 AT1127
 AT1127                          STATION RECOVERY (1970)
 AT1127
 AT1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1128 ***********************************************************************
 AT1128  DESIGNATION -  SCOFIELD 2
 AT1128  PID         -  AT1128
 AT1128  STATE/COUNTY-  LA/PLAQUEMINES
 AT1128  USGS QUAD   -  BURAS (1993)
 AT1128
 AT1128                         *CURRENT SURVEY CONTROL
 AT1128  ___________________________________________________________________
 AT1128* NAD 83(1992)-  29 15 20.86802(N)    089 33 11.87237(W)     ADJUSTED  
 AT1128* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  VERTCON   
 AT1128  **This station is located in a subsidence area (see below).
 AT1128  ___________________________________________________________________
 AT1128  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AT1128  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AT1128
 AT1128  HORZ ORDER  -  SECOND
 AT1128
 AT1128.The horizontal coordinates were established by classical geodetic methods
 AT1128.and adjusted by the National Geodetic Survey in January 1993..
 AT1128
 AT1128 ** The orthometric height has not been validated since last determined
 AT1128 ** by differential leveling and should not be used for control purposes.
 AT1128 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1128 ** area with valid NAVD 88 orthometric heights.
 AT1128 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1128 ** epoch indicated which incorporates improved geoid heights for the
 AT1128 ** Southern Louisiana Subsidence area.
 AT1128 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1128
 AT1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1128
 AT1128.The geoid height was determined by GEOID03.
 AT1128
 AT1128;                    North         East     Units Scale Factor Converg.
 AT1128;SPC LA S     -    85,121.926 1,173,010.672   MT  1.00000965   +0 53 24.1
 AT1128;SPC LA S     -   279,270.85  3,848,452.51   sFT  1.00000965   +0 53 24.1
 AT1128;UTM  16      - 3,239,029.222   251,880.510   MT  1.00035973   -1 14 54.5
 AT1128
 AT1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1128!SPC LA S     -   1.00000377  x   1.00000965  =   1.00001342
 AT1128!UTM  16      -   1.00000377  x   1.00035973  =   1.00036350
 AT1128
 AT1128|---------------------------------------------------------------------|
 AT1128| PID    Reference Object                     Distance      Geod. Az  |
 AT1128|                                                           dddmmss.s |
 AT1128| AT1127 SCOFIELD                             22.439 METERS 02933     |
 AT1128| DD8070 SCOFIELD RM 1                        17.518 METERS 07709     |
 AT1128| DD8073 SCOFIELD 2 RM 3                      19.803 METERS 18944     |
 AT1128| DD8072 SCOFIELD 2 AZ MK 2                                 2344751.7 |
 AT1128|---------------------------------------------------------------------|
 AT1128
 AT1128                          SUPERSEDED SURVEY CONTROL
 AT1128
 AT1128  NAD 83(1986)-  29 15 20.87601(N)    089 33 11.88224(W) AD(       ) 2
 AT1128  NAD 27      -  29 15 20.07900(N)    089 33 11.66490(W) AD(       ) 2
 AT1128  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AT1128
 AT1128.Superseded values are not recommended for survey control.
 AT1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1128.See file dsdata.txt to determine how the superseded data were derived.
 AT1128
 AT1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5188139029(NAD 83)
 AT1128_MARKER: DS = TRIANGULATION STATION DISK
 AT1128_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1128+WITH SETTING: INFORMATION.
 AT1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1128
 AT1128  HISTORY     - Date     Condition        Report By
 AT1128  HISTORY     - 1966     MONUMENTED       CGS
 AT1128  HISTORY     - 1969     GOOD             CGS
 AT1128  HISTORY     - 1970     GOOD             NGS
 AT1128
 AT1128                          STATION DESCRIPTION
 AT1128
 AT1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1128'STATION IS ABOUT 12-1/2 MILES WEST OF VENICE, 7-1/2 MILES SOUTH OF
 AT1128'BURAS, IN
 AT1128'MARSHLAND ALONG THE SOUTH SIDE OF SCOFIELD BAYOU.
 AT1128'
 AT1128'STATION MARK, A STANDARD DISK STAMPED SCOFIELD 2 1966, IS CRIMPED TO
 AT1128'THE TOP OF A 5/8
 AT1128'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT1128'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT1128'PROJECTS 2 FEET.  IT IS 64 FEET SOUTHEAST
 AT1128'OF THE SOUTHEAST EDGE OF SCOFIELD BAYOU AND 1 FOOT
 AT1128'EAST OF A METAL WITNESS POST.
 AT1128'
 AT1128'SCOFIELD 1922, IS A STANDARD DISK STAMPED SCOFIELD 1922, IS SET IN
 AT1128'THE TOP OF AN 8
 AT1128'INCH TERRACOTTA TILE FLUSH WITH THE GROUND SURFACE.  IT
 AT1128'IS 1 FOOT NORTHWEST OF A METAL
 AT1128'WITNESS POST AND IN THE WATER AT THE
 AT1128'SOUTHEAST EDGE OF SCOFIELD BAYOU.
 AT1128'
 AT1128'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SCOFIELD NO 1 1922, IS
 AT1128'SET IN THE TOP OF
 AT1128'AN 8 INCH TERRACOTTA TILE WHICH IS 1 FOOT BELOW THE
 AT1128'GROUND SURFACE.  IT IS 58.2 FEET
 AT1128'EAST OF THE METAL WITNESS POST, 53.7
 AT1128'FEET EAST OF THE METAL WITNESS POST AND 49 FEET
 AT1128'SOUTHEAST OF THE SOUTHEAST
 AT1128'EDGE OF SCOFIELD BAYOU.
 AT1128'
 AT1128'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SCOFIELD NO 2 1922, IS
 AT1128'SET IN THE TOP OF
 AT1128'AN 8 INCH TERRACOTTA TILE WHICH IS 1 FOOT BELOW THE
 AT1128'GROUND SURFACE.  IT IS 67.9 FEET
 AT1128'NORTHWEST OF THE METAL WITNESS POST,
 AT1128'64 FEET WEST OF THE METAL WITNESS POST AND 6 FEET
 AT1128'SOUTH OF THE SOUTH
 AT1128'EDGE OF SCOFIELD BAYOU.
 AT1128'
 AT1128'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SCOFIELD 2 NO 3 1966,
 AT1128'IS CRIMPED TO THE
 AT1128'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1128'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1128'PIPE WHICH PROJECTS 2 FEET.  IT IS
 AT1128'65.1 FEET SOUTH OF THE METAL WITNESS POST.
 AT1128'
 AT1128'AZIMUTH MARK, A STANDARD DISK STAMPED SCOFIELD 2 AZ 2 1966, IS
 AT1128'CRIMPED TO THE TOP
 AT1128'OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.
 AT1128'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1128'PIPE WHICH PROJECTS 2 FEET.  IT IS
 AT1128'LOCATED ABOUT 1/2 MILE SOUTHWEST ALONG SCOFIELD BAYOU
 AT1128'AT THE MOUTH OF
 AT1128'THE FIRST BAYOU ON THE LEFT.  IT IS 43 FEET NORTHEAST OF THE
 AT1128'NORTHEAST EDGE OF A
 AT1128'BAYOU, 29 FEET EAST OF THE WATERS EDGE AND 1.3 FEET EAST OF
 AT1128'A METAL WITNESS POST.
 AT1128'
 AT1128'NOTE- STATION CAN BE REACHED BY BOAT OR AIRCRAFT ONLY.
 AT1128'
 AT1128'HEIGHT OF LIGHT ABOVE STATION MARK 13.9 METERS.
 AT1128
 AT1128                          STATION RECOVERY (1969)
 AT1128
 AT1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT1128'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT1128'AFTER HURRICANE CAMILLE.  THE RMS WERE FOUND IN GOOD CONDITION.
 AT1128
 AT1128                          STATION RECOVERY (1970)
 AT1128
 AT1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1158 ***********************************************************************
 AT1158  DESIGNATION -  SCOFIELD BAYOU LIGHT NEW
 AT1158  PID         -  AT1158
 AT1158  STATE/COUNTY-  LA/PLAQUEMINES
 AT1158  USGS QUAD   -  BAY COQUETTE (1993)
 AT1158
 AT1158                         *CURRENT SURVEY CONTROL
 AT1158  ___________________________________________________________________
 AT1158* NAD 83(1992)-  29 14 50.26115(N)    089 33 48.54747(W)     ADJUSTED  
 AT1158* NAVD 88     -                                                        
 AT1158  **This station is located in a subsidence area (see below).
 AT1158  ___________________________________________________________________
 AT1158  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AT1158  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AT1158
 AT1158  HORZ ORDER  -  THIRD
 AT1158
 AT1158.The horizontal coordinates were established by classical geodetic methods
 AT1158.and adjusted by the National Geodetic Survey in January 1993..
 AT1158
 AT1158 ** The orthometric height has not been validated since last determined
 AT1158 ** by differential leveling and should not be used for control purposes.
 AT1158 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1158 ** area with valid NAVD 88 orthometric heights.
 AT1158 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1158 ** epoch indicated which incorporates improved geoid heights for the
 AT1158 ** Southern Louisiana Subsidence area.
 AT1158 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1158
 AT1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1158
 AT1158.The geoid height was determined by GEOID03.
 AT1158
 AT1158;                    North         East     Units Scale Factor Converg.
 AT1158;SPC LA S     -    84,164.340 1,172,035.128   MT  1.00001157   +0 53 05.8
 AT1158;SPC LA S     -   276,129.17  3,845,251.92   sFT  1.00001157   +0 53 05.8
 AT1158;UTM  16      - 3,238,108.378   250,869.560   MT  1.00036594   -1 15 11.2
 AT1158
 AT1158                          SUPERSEDED SURVEY CONTROL
 AT1158
 AT1158  NAD 83(1986)-  29 14 50.26930(N)    089 33 48.55747(W) AD(       ) 4
 AT1158  NAD 27      -  29 14 49.46300(N)    089 33 48.35000(W) AD(       ) 3
 AT1158
 AT1158.Superseded values are not recommended for survey control.
 AT1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1158.See file dsdata.txt to determine how the superseded data were derived.
 AT1158
 AT1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5087038108(NAD 83)
 AT1158_MARKER: 14 = NAVIGATION LIGHT
 AT1158
 AT1158  HISTORY     - Date     Condition        Report By
 AT1158  HISTORY     - 1927     FIRST OBSERVED   CGS
 AT1158
 AT1158                          STATION DESCRIPTION
 AT1158
 AT1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 AT1158'THE STATION IS A POST LIGHT ON THE EASTERN BANK OF THE ENTRANCE TO
 AT1158'SCOFIELD BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1159 ***********************************************************************
 AT1159  DESIGNATION -  SCOFIELD BAYOU POLE
 AT1159  PID         -  AT1159
 AT1159  STATE/COUNTY-  LA/PLAQUEMINES
 AT1159  USGS QUAD   -  BAY COQUETTE (1993)
 AT1159
 AT1159                         *CURRENT SURVEY CONTROL
 AT1159  ___________________________________________________________________
 AT1159* NAD 83(1992)-  29 14 47.91072(N)    089 33 40.88174(W)     ADJUSTED  
 AT1159* NAVD 88     -                                                        
 AT1159  **This station is located in a subsidence area (see below).
 AT1159  ___________________________________________________________________
 AT1159  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AT1159  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AT1159
 AT1159  HORZ ORDER  -  THIRD
 AT1159
 AT1159.The horizontal coordinates were established by classical geodetic methods
 AT1159.and adjusted by the National Geodetic Survey in January 1993..
 AT1159
 AT1159 ** The orthometric height has not been validated since last determined
 AT1159 ** by differential leveling and should not be used for control purposes.
 AT1159 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1159 ** area with valid NAVD 88 orthometric heights.
 AT1159 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1159 ** epoch indicated which incorporates improved geoid heights for the
 AT1159 ** Southern Louisiana Subsidence area.
 AT1159 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1159
 AT1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1159
 AT1159.The geoid height was determined by GEOID03.
 AT1159
 AT1159;                    North         East     Units Scale Factor Converg.
 AT1159;SPC LA S     -    84,095.180 1,172,243.212   MT  1.00001172   +0 53 09.6
 AT1159;SPC LA S     -   275,902.27  3,845,934.60   sFT  1.00001172   +0 53 09.6
 AT1159;UTM  16      - 3,238,031.475   251,074.992   MT  1.00036467   -1 15 07.4
 AT1159
 AT1159                          SUPERSEDED SURVEY CONTROL
 AT1159
 AT1159  NAD 83(1986)-  29 14 47.91885(N)    089 33 40.89174(W) AD(       ) 4
 AT1159  NAD 27      -  29 14 47.11900(N)    089 33 40.67400(W) AD(       ) 3
 AT1159
 AT1159.Superseded values are not recommended for survey control.
 AT1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1159.See file dsdata.txt to determine how the superseded data were derived.
 AT1159
 AT1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5107538031(NAD 83)
 AT1159_MARKER: 61 = POLE
 AT1159
 AT1159  HISTORY     - Date     Condition        Report By
 AT1159  HISTORY     - 1927     FIRST OBSERVED   CGS
 AT1159
 AT1159                          STATION DESCRIPTION
 AT1159
 AT1159'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4749 ***********************************************************************
 BJ4749  DESIGNATION -  SCOTT
 BJ4749  PID         -  BJ4749
 BJ4749  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4749  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4749
 BJ4749                         *CURRENT SURVEY CONTROL
 BJ4749  ___________________________________________________________________
 BJ4749* NAD 83(1992)-  30 31 16.33820(N)    091 11 49.65759(W)     ADJUSTED  
 BJ4749* NAVD 88     -        20.2    (meters)      66.     (feet)  VERTCON   
 BJ4749  ___________________________________________________________________
 BJ4749  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ4749  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4749
 BJ4749  HORZ ORDER  -  FIRST
 BJ4749
 BJ4749.The horizontal coordinates were established by classical geodetic methods
 BJ4749.and adjusted by the National Geodetic Survey in January 1993..
 BJ4749
 BJ4749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4749
 BJ4749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4749
 BJ4749.The geoid height was determined by GEOID03.
 BJ4749
 BJ4749;                    North         East     Units Scale Factor Converg.
 BJ4749;SPC LA S     -   224,049.832 1,013,072.378   MT  0.99996685   +0 04 05.2
 BJ4749;SPC LA S     -   735,070.16  3,323,721.63   sFT  0.99996685   +0 04 05.2
 BJ4749;UTM  15      - 3,377,923.819   672,981.019   MT  0.99996914   +0 54 57.0
 BJ4749
 BJ4749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4749!SPC LA S     -   1.00000110  x   0.99996685  =   0.99996795
 BJ4749!UTM  15      -   1.00000110  x   0.99996914  =   0.99997024
 BJ4749
 BJ4749|---------------------------------------------------------------------|
 BJ4749| PID    Reference Object                     Distance      Geod. Az  |
 BJ4749|                                                           dddmmss.s |
 BJ4749| CW2307 SCOTT RM 1                           41.310 METERS 00852     |
 BJ4749| BJ4750 SCOTTS BLUFF WATER TANK             301.318 METERS 01053     |
 BJ4749| BJ4751 BAKER LELAND NEGRO COLL TANK        APPROX. 8.3 KM 0120535.8 |
 BJ4749| CW2308 SCOTT RM 2                           31.910 METERS 09051     |
 BJ4749| BJ4754 PLANK                               APPROX. 4.7 KM 1065824.3 |
 BJ4749| CW2309 SCOTT RM 3                           40.913 METERS 12634     |
 BJ4749| BJ5024 BATON ROUGE ISTROUMA WTR CO TK      APPROX. 6.4 KM 1534354.2 |
 BJ4749| BJ5064 PORT ALLEN PORT TANK                APPROX. 9.3 KM 1834637.3 |
 BJ4749| BJ5025 PORT ALLEN WATER TANK               APPROX. 6.9 KM 1863618.8 |
 BJ4749| BJ5070 PORT ALLEN SOUTH MUN TANK           APPROX. 8.1 KM 1900714.8 |
 BJ4749| BJ5073 PORT ALLEN NORTH MUN TANK           APPROX. 7.1 KM 1942540.2 |
 BJ4749| BJ5074 PORT ALLEN RAD WYNK TALL MAST       APPROX. 7.2 KM 2003931.0 |
 BJ4749| BJ4765 BAKER STATE IND SCH TANK            APPROX. 7.1 KM 3551655.7 |
 BJ4749|---------------------------------------------------------------------|
 BJ4749
 BJ4749                          SUPERSEDED SURVEY CONTROL
 BJ4749
 BJ4749  NAD 83(1986)-  30 31 16.35654(N)    091 11 49.65507(W) AD(       ) 1
 BJ4749  NAD 27      -  30 31 15.67719(N)    091 11 49.26355(W) AD(       ) 1
 BJ4749  NGVD 29 (07/19/86)   20.2    (m)           66.     (f) VERT ANG       
 BJ4749
 BJ4749.Superseded values are not recommended for survey control.
 BJ4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4749.See file dsdata.txt to determine how the superseded data were derived.
 BJ4749
 BJ4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7298177924(NAD 83)
 BJ4749_MARKER: DS = TRIANGULATION STATION DISK
 BJ4749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4749
 BJ4749  HISTORY     - Date     Condition        Report By
 BJ4749  HISTORY     - 1929     MONUMENTED       CGS
 BJ4749  HISTORY     - 1934     GOOD             LAGS
 BJ4749  HISTORY     - 1935     GOOD             LAGS
 BJ4749  HISTORY     - 1946     GOOD             CGS
 BJ4749  HISTORY     - 1955     GOOD             CGS
 BJ4749  HISTORY     - 1955     GOOD             CGS
 BJ4749  HISTORY     - 1956     GOOD             LOCENG
 BJ4749  HISTORY     - 1964     GOOD             CGS
 BJ4749  HISTORY     - 1970     GOOD             NGS
 BJ4749  HISTORY     - 1971     GOOD             NGS
 BJ4749
 BJ4749                          STATION DESCRIPTION
 BJ4749
 BJ4749'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4749'ABOUT 6 MILES N OF BATON ROUGE, ON SCOTT BLUFF, ON PROPERTY
 BJ4749'OWNED BY SOUTHERN UNIVERSITY.
 BJ4749'
 BJ4749'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4749'DISKS SET IN CONCRETE.
 BJ4749'
 BJ4749'REFERENCE MARK NO. 1 IS ABOUT 15 FEET E OF CENTER LINE OF ROAD,
 BJ4749'20 FEET S OF SE CORNER OF FRAME HOUSE, AND 41.29 METERS (135.5
 BJ4749'FEET) FROM STATION N 8 DEG 48 MIN E.
 BJ4749'
 BJ4749'REFERENCE MARK NO. 2 IS BESIDE TELEPHONE POLE AT N END OF LOOP
 BJ4749'ON E SIDE, AND 32.06 METERS (105.2 FEET) FROM STATION
 BJ4749'S 89 DEG 21 MIN E.
 BJ4749'
 BJ4749'TO REACH FROM SCOTLAND ON U.S. ROUTE 61 GO 1.0 MILE W ON
 BJ4749'GRAVEL ROAD JUST N OF RAILWAY CROSSING TO SOUTHERN UNIVERSITY,
 BJ4749'TURN LEFT AND GO ABOUT 200 YARDS TO LOOP IN THE ROAD.  STATION
 BJ4749'IS BETWEEN LOOP AND EDGE OF BLUFF AND ABOUT 75 YARDS SW OF
 BJ4749'GIRLS DORMITORY NO. 1.
 BJ4749
 BJ4749                          STATION RECOVERY (1934)
 BJ4749
 BJ4749'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 BJ4749'STATION RECOVERED AS DESCRIBED.
 BJ4749
 BJ4749                          STATION RECOVERY (1935)
 BJ4749
 BJ4749'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BJ4749'STATION RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 1 IS N
 BJ4749'OF STATION.  REFERENCE MARK NO. 2 IS E OF STATION.  A 116-FOOT
 BJ4749'STEEL TOWER WAS USED.
 BJ4749
 BJ4749                          STATION RECOVERY (1946)
 BJ4749
 BJ4749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (SCD)
 BJ4749'STATION RECOVERED AS DESCRIBED.  MARK IS IN GOOD CONDITION.
 BJ4749
 BJ4749                          STATION RECOVERY (1955)
 BJ4749
 BJ4749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4749'THE STATION WAS VISITED, AND THE STATION MARK WAS FOUND IN
 BJ4749'GOOD CONDITION.  THE REFERENCE MARKS WERE RECOVERED, AND THE
 BJ4749'MEASUREMENTS WERE FOUND TO BE 0.1 FT. SHORTER TO REFERENCE
 BJ4749'MARK 1, AND 0.58 FT. TO REFERENCE MARK 2.  REFERENCE MARK 2 HAS
 BJ4749'BEEN REINFORCED WITH CONCRETE SINCE IT HAS BEEN SET.  A NEW
 BJ4749'DESCRIPTION FOLLOWS--
 BJ4749'
 BJ4749'THE STATION IS LOCATED 1 MI. W OF SCOTLANDVILLE, ON THE E
 BJ4749'BANK OF MISSISSIPPI RIVER, ON THE CAMPUS OF SOUTHERN UNIVERSITY,
 BJ4749'86 FT. NW OF THE CENTER OF A WATER FOUNTAIN IN A CIRCLE
 BJ4749'DRIVE, 73 FT. W TO THE CENTERLINE OF A STREET, 29 FT. E
 BJ4749'OF THE EDGE OF THE BLUFF OVERLOOKING THE RIVER, 32 FT. E
 BJ4749'OF A LARGE TREE AT THE EDGE OF THE BLUFF, 44 FT. N OF THE
 BJ4749'PROJECTED CENTERLINE OF AN E-W STREET, 45 FT. N OF A POWER
 BJ4749'POLE, AND 10 FT. E OF THE CENTER OF THE HIGH LINE WIRES.  IT
 BJ4749'IS A STANDARD DISK, STAMPED SCOTT 1929 AND PROJECTING 4 IN.
 BJ4749'
 BJ4749'REFERENCE MARK 1 IS 135.4 FT. N OF THE STATION, 19 FT. W OF
 BJ4749'THE CENTER OF THE STREET, 24 FT. S OF THE SE CORNER OF A WHITE
 BJ4749'FRAMEHOUSE, 54 FT. N OF A 2-FT. OAK TREE, AND 7 FT. NW OF A
 BJ4749'SEWAGE MANHOLE.  IT IS A STANDARD DISK, STAMPED SCOTT NO 1 1929
 BJ4749'AND PROJECTING 1 IN.
 BJ4749'
 BJ4749'REFERENCE MARK 2 IS E OF THE STATION, AT THE NE ANGLE OF A
 BJ4749'STREET INTERSECTION, 8.5 FT. N OF A POWER POLE, 31 FT. N OF
 BJ4749'THE CENTERLINE OF AN E-W STREET, 23 FT. E OF A N-S STREET, AND
 BJ4749'2 FT. W OF A TREE.  IT IS A STANDARD DISK, STAMPED SCOTT NO 2 1929
 BJ4749'AND PROJECTING 8 IN.
 BJ4749'
 BJ4749'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 BJ4749'51 AND 61 IN SCOTLANDVILLE, GO W ON A PAVED STREET JUST AFTER
 BJ4749'CROSSING THE ILLINOIS CENTRAL RAILROAD TRACKS FOR 1 MI. TO THE
 BJ4749'END OF THE STREET AT THE SOUTHERN UNIVERSITY CAMPUS, TURN LEFT
 BJ4749'AND GO 0.1 MI. TO A CIRCLE WITH A WATER FOUNTAIN IN ITS CENTER
 BJ4749'AND THE MARK ON THE RIGHT.
 BJ4749
 BJ4749                          STATION RECOVERY (1955)
 BJ4749
 BJ4749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 BJ4749'STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 BJ4749'REFERENCE MARK 2 IS LEANING TOWARD THE STATION SLIGHTLY,
 BJ4749'CAUSED BY THE GROWTH OF A VERY NEARBY OAK TREE.  THE ANGLE
 BJ4749'BETWEEN THE REFERENCE MARKS IS NOW N 82 DEG 00 MIN E.  THE DISTANCE
 BJ4749'TO REFERENCE MARK 1 IS 135.42 FT. AND TO REFERENCE MARK 2 IS
 BJ4749'104.65 FT.  FOR PRESENT-DAY RECOVERY, THE DESCRIPTION SHOULD
 BJ4749'READ AS FOLLOWS--
 BJ4749'
 BJ4749'ABOUT 6 MI. N OF BATON ROUGE, ON SCOTT BLUFF, ON THE GROUNDS
 BJ4749'OF SOUTHERN UNIVERSITY.
 BJ4749'
 BJ4749'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4749'DISKS, SET IN CONCRETE.
 BJ4749'
 BJ4749'STATION IS W OF THE AUDITORIUM-GYMNASIUM BUILDING, 73 FT. W
 BJ4749'OF THE CENTERLINE OF THE N-S ROAD, 86 FT. NW OF THE CENTER OF
 BJ4749'A CIRCULAR FOUNTAIN, AND 30 FT. E OF THE BLUFF EDGE.
 BJ4749'
 BJ4749'REFERENCE MARK 1 IS N OF THE STATION, 19 FT. W OF THE CENTERLINE
 BJ4749'OF THE ROAD, 24 FT. S OF THE SE CORNER OF A FRAMEHOUSE, AND
 BJ4749'135.42 FT. FROM THE STATION N 8 DEG 48 MIN E.
 BJ4749'
 BJ4749'REFERENCE MARK 2 IS E OF THE STATION, AT THE BASE OF AN OAK
 BJ4749'TREE, 56 FT. NE OF THE CENTER OF THE CIRCULAR FOUNTAIN, 21 FT. E
 BJ4749'OF THE CENTERLINE OF THE ROAD, AND 104.65 FT. FROM THE STATION
 BJ4749'N 89 DEG 21 MIN E.
 BJ4749'
 BJ4749'TO REACH FROM SCOTLAND ON U.S. ROUTE 61, GO 1.0 MI. W ON A
 BJ4749'PAVED ROAD JUST N OF THE RAILROAD CROSSING TO SOUTHERN UNIVERSITY,
 BJ4749'TURN LEFT AND GO ABOUT 200 YD. TO THE STATION SITE.
 BJ4749
 BJ4749                          STATION RECOVERY (1956)
 BJ4749
 BJ4749'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BJ4749'RECOVERED BY JACK AMMANN ENGINEERS
 BJ4749'
 BJ4749'STATION WAS RECOVERED AS DESCRIBED.
 BJ4749
 BJ4749                          STATION RECOVERY (1964)
 BJ4749
 BJ4749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 BJ4749'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 BJ4749'IS ADEQUATE.
 BJ4749
 BJ4749                          STATION RECOVERY (1970)
 BJ4749
 BJ4749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4749'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED AND FOUND IN GOOD
 BJ4749'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE 1929 DATA
 BJ4749'ADEQUATELY.  REFERENCE MARK 2 WAS FOUND TO HAVE BEEN MOVED DUE TO A
 BJ4749'TREE GROWING NEAR THE MARK, THEREFORE THE DISTANCE AND DIRECTION
 BJ4749'DID NOT CHECK.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 BJ4749'TIME.  NO SUITABLE PLACE FOR AN AZIMUTH MARK.  A COMPLETE NEW
 BJ4749'DESCRIPTION FOLLOWS.
 BJ4749'
 BJ4749'THE STATION IS ON THE PROPERTY OF THE SOUTHERN LOUISIANA UNIVERSITY,
 BJ4749'SOUTHERN BRANCH, P.O. BOX 9819, BATON ROUGE, LOUISIANA 70813.
 BJ4749'
 BJ4749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 BJ4749'HIGHWAY 408 AT THE NORTH EDGE OF BATON ROUGE, GO WEST ON STATE
 BJ4749'HIGHWAY 408 FOR 1.0 MILE TO COLLEGE DRIVE.  TURN RIGHT AND GO NORTH
 BJ4749'ON COLLEGE DRIVE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 BJ4749'
 BJ4749'THE STATION MARKS ARE STANDARD DISKS STAMPED SCOTT 1929.  THE SURFACE
 BJ4749'MARK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ4749'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET
 BJ4749'WEST-SOUTHWEST OF THE CENTER OF COLLEGE DRIVE, 67 FEET NORTHWEST
 BJ4749'OF A FOUNTAIN, 34 FEET EAST OF AN 40-INCH OAK TREE AND 33 FEET NORTH
 BJ4749'OF AN 36-INCH OAK TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BJ4749'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BJ4749'SURFACE.
 BJ4749'
 BJ4749'REFERENCE MARK 1, A STANDARD DISK STAMPED SCOTT NO 1 1929, IS SET IN
 BJ4749'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 BJ4749'ABOVE THE GROUND SURFACE.  IT IS 54 FEET NORTHWEST OF AN 20-INCH
 BJ4749'PECAN TREE, 25 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 BJ4749'HOUSE AND 20 FEET WEST-SOUTHWEST OF THE CENTER OF COLLEGE DRIVE.
 BJ4749'
 BJ4749'REFERENCE MARK 3, A STANDARD DISK STAMPED SCOTT 1929 NO 3 1970, IS
 BJ4749'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A METAL LIGHT POLE.
 BJ4749'IT IS 48.5 FEET SOUTHEAST OF THE FOUNTAIN, 44 FEET NORTHEAST OF A
 BJ4749'30-INCH OAK TREE AND 14 FEET WEST-SOUTHWEST OF THE CENTER OF
 BJ4749'COLLEGE DRIVE.
 BJ4749'
 BJ4749'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 BJ4749'
 BJ4749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST EDGE OF
 BJ4749'BATON ROUGE.
 BJ4749
 BJ4749                          STATION RECOVERY (1971)
 BJ4749
 BJ4749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BJ4749'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 BJ4749'WERE NOT SEARCHED FOR.  DESCRIPTION BY R.A.E. IN 1955 IS
 BJ4749'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2766 ***********************************************************************
 BK2766  DESIGNATION -  SCOTT
 BK2766  PID         -  BK2766
 BK2766  STATE/COUNTY-  LA/LAFAYETTE
 BK2766  USGS QUAD   -  DUSON (1983)
 BK2766
 BK2766                         *CURRENT SURVEY CONTROL
 BK2766  ___________________________________________________________________
 BK2766* NAD 83(1992)-  30 14 54.30476(N)    092 08 16.09953(W)     ADJUSTED  
 BK2766* NAVD 88     -        12.0  **(meters)      39.   **(feet)  VERTCON   
 BK2766  **This station is located in a subsidence area (see below).
 BK2766  ___________________________________________________________________
 BK2766  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK2766  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2766
 BK2766  HORZ ORDER  -  SECOND
 BK2766
 BK2766.The horizontal coordinates were established by classical geodetic methods
 BK2766.and adjusted by the National Geodetic Survey in January 1993..
 BK2766
 BK2766 ** The orthometric height has not been validated since last determined
 BK2766 ** by differential leveling and should not be used for control purposes.
 BK2766 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2766 ** area with valid NAVD 88 orthometric heights.
 BK2766 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2766 ** epoch indicated which incorporates improved geoid heights for the
 BK2766 ** Southern Louisiana Subsidence area.
 BK2766 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2766
 BK2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2766
 BK2766.The geoid height was determined by GEOID03.
 BK2766
 BK2766;                    North         East     Units Scale Factor Converg.
 BK2766;SPC LA S     -   194,074.483   922,579.199   MT  0.99993504   -0 24 08.1
 BK2766;SPC LA S     -   636,726.03  3,026,828.59   sFT  0.99993504   -0 24 08.1
 BK2766;UTM  15      - 3,346,627.016   582,950.331   MT  0.99968489   +0 26 03.7
 BK2766
 BK2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2766!SPC LA S     -   1.00000241  x   0.99993504  =   0.99993745
 BK2766!UTM  15      -   1.00000241  x   0.99968489  =   0.99968730
 BK2766
 BK2766|---------------------------------------------------------------------|
 BK2766| PID    Reference Object                     Distance      Geod. Az  |
 BK2766|                                                           dddmmss.s |
 BK2766| CW2311 SCOTT RM 1                           31.571 METERS 05702     |
 BK2766| BK2743 LAFAYETTE WALKER RD MUN TANK        APPROX. 8.8 KM 0990551.4 |
 BK2766| BK2742 LAFAYETTE DIST NO 1 TANK            APPROX.10.1 KM 1154421.0 |
 BK2766| BK2750 LAFAYETTE POWER RIG MAST 2          APPROX. 6.5 KM 1261438.2 |
 BK2766| BK2746 LAFAYETTE HOWARD BROS TANK          APPROX.10.0 KM 1335859.1 |
 BK2766| CW2310 SCOTT AZ MK                                        2504447.3 |
 BK2766| BK2767 1 B 011 LDH 1967                    428.287 METERS 2595531.1 |
 BK2766| CW2312 SCOTT RM 2                           28.955 METERS 35038     |
 BK2766|---------------------------------------------------------------------|
 BK2766
 BK2766                          SUPERSEDED SURVEY CONTROL
 BK2766
 BK2766  NAD 83(1986)-  30 14 54.32355(N)    092 08 16.09351(W) AD(       ) 2
 BK2766  NAD 27      -  30 14 53.59820(N)    092 08 15.64620(W) AD(       ) 2
 BK2766  NGVD 29 (07/19/86)   12.0    (m)           39.     (f) VERT ANG       
 BK2766
 BK2766.Superseded values are not recommended for survey control.
 BK2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2766.See file dsdata.txt to determine how the superseded data were derived.
 BK2766
 BK2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8295046627(NAD 83)
 BK2766_MARKER: DS = TRIANGULATION STATION DISK
 BK2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2766
 BK2766  HISTORY     - Date     Condition        Report By
 BK2766  HISTORY     - 1967     MONUMENTED       CGS
 BK2766  HISTORY     - 1970     GOOD             NGS
 BK2766  HISTORY     - 19950401 GOOD             USPSQD
 BK2766
 BK2766                          STATION DESCRIPTION
 BK2766
 BK2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGS)
 BK2766'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CARENCRO, 7 MILES
 BK2766'WEST OF THE JUNCTION OF INTERSTATE 10 AND U. S. HIGHWAY 167, 6-1/2
 BK2766'MILES NORTHWEST OF LAFAYETTE, 2-1/2 MILES NORTHWEST OF SCOTT AND IN
 BK2766'THE CENTER OF AN ABANDONED ROAD ON THE PROPERTY OF MRS. PAUL
 BK2766'BOUDREAUX.
 BK2766'
 BK2766'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 BK2766'AND U. S. HIGHWAY 167 AT THE NORTH EDGE OF LAFAYETTE, GO WEST ON
 BK2766'INTERSTATE HIGHWAY 10 FOR 5.5 MILES TO STATE HIGHWAY 93 CROSSING
 BK2766'OVER THE INTERSTATE, CONTINUE WEST ON INTERSTATE 10 FOR 1.75 MILES
 BK2766'TO THE STATION ON THE RIGHT, 327 FEET NORTH OF THE WEST BOUND
 BK2766'TRAFFIC LANE.  CONTINUE WEST ON THE INTERSTATE FOR 0.2 MILE TO THE
 BK2766'AZIMUTH MARK IN THE SOUTHEAST HEAD WALL OF A BRIDGE OVER THE
 BK2766'INTERSTATE, STATE HIGHWAY 724.
 BK2766'
 BK2766'STATION MARK IS A STANDARD DISK, STAMPED SCOTT 1969, SET IN THE TOP
 BK2766'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS 327
 BK2766'FEET NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE
 BK2766'HIGHWAY 10, 16 FEET EAST OF A FENCE LINE, 14.8 FEET
 BK2766'WEST-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND IN
 BK2766'THE CENTER OF AN ABANDON ROAD.
 BK2766'
 BK2766'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SCOTT NO 1 1969, SET IN
 BK2766'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 BK2766'IT IS 89 FEET NORTHEAST OF THE WITNESS POST, 85 FEET SOUTH OF THE
 BK2766'SOUTHWEST CORNER OF A FRAME HOUSE, 71 FEET EAST OF A FENCE CORNER
 BK2766'AND 1 FOOT NORTH OF A FENCE.
 BK2766'
 BK2766'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SCOTT NO 2 1969, SET IN
 BK2766'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BK2766'INCHES.  IT IS 110.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 BK2766'THE HOUSE, 83 FEET SOUTH-SOUTHWEST OF AN OAK TREE AND 1.5 FEET
 BK2766'EAST OF A FENCE.
 BK2766'
 BK2766'AZIMUTH MARK IS A STANDARD DISK, STAMPED SCOTT 1969, CEMENTED IN A
 BK2766'DRILL HOLE IN THE SOUTHEAST CORNER OF AN ABUTMENT OF THE BRIDGE.  IT
 BK2766'IS 67 FEET SOUTH OF THE CENTER OF INTERSTATE HIGHWAY 10 AND 17.5
 BK2766'FEET EAST OF THE CENTER OF STATE HIGHWAY 724.
 BK2766'
 BK2766'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BK2766
 BK2766                          STATION RECOVERY (1970)
 BK2766
 BK2766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (R)
 BK2766'THE STATION WAS VISITED JUNE 3, 1970 AND THE STATION MARK, NO. 1,
 BK2766'NO. 2, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A NEW
 BK2766'DESCRIPTION FOLLOWS--
 BK2766'
 BK2766'THE STATION IS LOCATED 7 MILES SOUTHWEST OF CARENCRO AND 6.5 MILES
 BK2766'NORTHWEST OF LAFAYETTE, IN THE NORTHWEST QUARTER OF SECTION 23, T9S,
 BK2766'R3E, AND ON PROPERTY OWNED BY MRS. PAUL BOUDREAUX.  IT IS SET IN
 BK2766'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE
 BK2766'GROUND.  IT IS 327 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE ON
 BK2766'INTERSTATE 10, 16 FEET EAST OF A FENCE, 14 FEET WEST-SOUTHWEST OF
 BK2766'A METAL WITNESS POST AND SIGN, AND IN THE CENTER OF AN ABANDONED ROAD
 BK2766'(OLD STATE HIGHWAY 724).
 BK2766'
 BK2766'IT IS A STANDARD TRIANGULATION DISK, STAMPED SCOTT 1969, FLUSH WITH
 BK2766'THE GROUND.
 BK2766'
 BK2766'REFERENCE MARK NO. 1 IS 103.58 FEET NORTHEAST OF THE STATION.  IT IS
 BK2766'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE
 BK2766'GROUND.  IT IS 89 FEET NORTHEAST OF THE WITNESS POST, 85 FEET SOUTH
 BK2766'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 71 FEET EAST OF A FENCE
 BK2766'CORNER AND 1 FOOT NORTH OF A FENCE.  IT IS A STANDARD DISK,
 BK2766'STAMPED SCOTT NO. 1 1969 FLUSH WITH THE GROUND.
 BK2766'
 BK2766'REFERENCE MARK NO. 2 IS 95 FEET NORTH OF THE STATION.  IT IS SET
 BK2766'IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT.  IT IS 111 FEET
 BK2766'WEST-SOUTHWEST OF THE SOUTWEST CORNER OF A FRAME HOUSE, 83 FEET
 BK2766'SOUTH-SOUTHWEST OF A 20-INCH OAK TREE, AND 1.5 FEET EAST OF A
 BK2766'FENCE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED SCOTT NO. 2
 BK2766'1969, PROJECTING 2 INCHES.
 BK2766'
 BK2766'THE AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION.  IT IS SET IN
 BK2766'A DRILL HOLE IN THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT ON THE
 BK2766'STATE HIGHWAY 724 OVERPASS ON INTERSTATE 10.  IT IS 67 FEET SOUTH OF
 BK2766'THE CENTER OF INTERSTATE 10 (EAST BOUND LANE), AND 18 FEET EAST
 BK2766'OF THE CENTER OF STATE HIGHWAY 724.  IT IS A STANDARD AZIMUTH
 BK2766'MARK DISK, STAMPED SCOTT 1969, PROJECTING 0 INCHES.
 BK2766'
 BK2766'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BK2766'U. S. HIGHWAY 167 IN THE NORTH SECTION OF LAFAYETTE, GO WEST ALONG
 BK2766'INTERSTATE 10 FOR 7.2 MILES TO THE STATION ON THE RIGHT, 327 FEET
 BK2766'NORTH OF THE WEST BOUND LANE.
 BK2766'
 BK2766'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON THE
 BK2766'INTERSTATE 10 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AND SOUTH
 BK2766'OF THE EAST BOUND LANE SET IN THE ABUTMENT OF THE OVERPASS.
 BK2766
 BK2766                          STATION RECOVERY (1995)
 BK2766
 BK2766'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2879 ***********************************************************************
 AA2879  DESIGNATION -  SCOTT AZ MK RESET
 AA2879  PID         -  AA2879
 AA2879  STATE/COUNTY-  LA/MADISON
 AA2879  USGS QUAD   -  TALLULAH (1994)
 AA2879
 AA2879                         *CURRENT SURVEY CONTROL
 AA2879  ___________________________________________________________________
 AA2879* NAD 83(1986)-  32 25 16.     (N)    091 10 42.     (W)     SCALED    
 AA2879* NAVD 88     -        23.761  (meters)      77.96   (feet)  ADJUSTED  
 AA2879  ___________________________________________________________________
 AA2879  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AA2879  DYNAMIC HT  -          23.734 (meters)      77.87  (feet)  COMP
 AA2879  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 AA2879
 AA2879  VERT ORDER  -  SECOND    CLASS I
 AA2879
 AA2879.The horizontal coordinates were scaled from a topographic map and have
 AA2879.an estimated accuracy of +/- 6 seconds.
 AA2879
 AA2879.The orthometric height was determined by differential leveling
 AA2879.and adjusted by the National Geodetic Survey in May 1997..
 AA2879
 AA2879.The geoid height was determined by GEOID03.
 AA2879
 AA2879.The dynamic height is computed by dividing the NAVD 88
 AA2879.geopotential number by the normal gravity value computed on the
 AA2879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2879.degrees latitude (g = 980.6199 gals.).
 AA2879
 AA2879.The modeled gravity was interpolated from observed gravity values.
 AA2879
 AA2879;                    North         East    Units  Estimated Accuracy
 AA2879;SPC LA N     -   213,760.    1,124,310.      MT  (+/- 180 meters Scaled)
 AA2879
 AA2879                          SUPERSEDED SURVEY CONTROL
 AA2879
 AA2879.No superseded survey control is available for this station.
 AA2879
 AA2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR712885(NAD 83)
 AA2879_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2879_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2879_SP_SET: CULVERT HEADWALL
 AA2879_STAMPING: SCOTT 1931 1970
 AA2879_MARK LOGO: NGS   
 AA2879_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2879+STABILITY: SURFACE MOTION
 AA2879
 AA2879  HISTORY     - Date     Condition        Report By
 AA2879  HISTORY     - 1970     MONUMENTED       NGS
 AA2879  HISTORY     - 19870115 GOOD             LADTD
 AA2879
 AA2879                          STATION DESCRIPTION
 AA2879
 AA2879'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2879'ABOUT 1.8 KM (1.10 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2879'TALLULAH TO THE MARK ON THE LEFT IN THE SOUTH END OF A CONCRETE
 AA2879'HEADWALL, 9.4 M (30.8 FT) WEST OF THE CENTER OF U S HIGHWAY 65 AND 0.3
 AA2879'M (1.0 FT) NORTH OF THE SOUTH END OF THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2753 ***********************************************************************
 BK2753  DESIGNATION -  SCOTT MUN TANK
 BK2753  PID         -  BK2753
 BK2753  STATE/COUNTY-  LA/LAFAYETTE
 BK2753  USGS QUAD   -  LAFAYETTE (1994)
 BK2753
 BK2753                         *CURRENT SURVEY CONTROL
 BK2753  ___________________________________________________________________
 BK2753* NAD 83(1992)-  30 14 07.96889(N)    092 05 33.73321(W)     ADJUSTED  
 BK2753* NAVD 88     -                                                        
 BK2753  **This station is located in a subsidence area (see below).
 BK2753  ___________________________________________________________________
 BK2753  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2753  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2753
 BK2753  HORZ ORDER  -  THIRD
 BK2753
 BK2753.The horizontal coordinates were established by classical geodetic methods
 BK2753.and adjusted by the National Geodetic Survey in January 1993..
 BK2753
 BK2753 ** The orthometric height has not been validated since last determined
 BK2753 ** by differential leveling and should not be used for control purposes.
 BK2753 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2753 ** area with valid NAVD 88 orthometric heights.
 BK2753 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2753 ** epoch indicated which incorporates improved geoid heights for the
 BK2753 ** Southern Louisiana Subsidence area.
 BK2753 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2753
 BK2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2753
 BK2753.The geoid height was determined by GEOID03.
 BK2753
 BK2753;                    North         East     Units Scale Factor Converg.
 BK2753;SPC LA S     -   192,618.146   926,910.183   MT  0.99993410   -0 22 46.9
 BK2753;SPC LA S     -   631,948.03  3,041,037.83   sFT  0.99993410   -0 22 46.9
 BK2753;UTM  15      - 3,345,234.413   587,301.050   MT  0.99969402   +0 27 24.9
 BK2753
 BK2753                          SUPERSEDED SURVEY CONTROL
 BK2753
 BK2753  NAD 83(1986)-  30 14 07.98824(N)    092 05 33.72800(W) AD(       ) 4
 BK2753  NAD 27      -  30 14 07.26474(N)    092 05 33.28515(W) AD(       ) 3
 BK2753
 BK2753.Superseded values are not recommended for survey control.
 BK2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2753.See file dsdata.txt to determine how the superseded data were derived.
 BK2753
 BK2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8730145234(NAD 83)
 BK2753_MARKER: 53 = ELEVATED TANK
 BK2753
 BK2753  HISTORY     - Date     Condition        Report By
 BK2753  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2753  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 BK2753
 BK2753                          STATION DESCRIPTION
 BK2753
 BK2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2753'THE BALL AT THE TOP CENTER OF THE SCOTT MUNICIPAL WATER TANK, LOCATED
 BK2753'100 FEET SOUTH OF DELHOMME AVE, 50 FEET WEST OF THE CENTER OF D
 BK2753'STREET AND ON THE SOUTH SIDE OF THE SCOTT CITY HALL AND FIRE
 BK2753'DEPARTMENT BUILDING.  THE TANK IS PAINTED SILVER, SUPPORTED BY
 BK2753'A FOUR-LEGGED STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH.
 BK2753
 BK2753                          STATION RECOVERY (1995)
 BK2753
 BK2753'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2930 ***********************************************************************
 CP2930  DESIGNATION -  SCOTT RESET
 CP2930  PID         -  CP2930
 CP2930  STATE/COUNTY-  LA/MADISON
 CP2930  USGS QUAD   -  TALLULAH (1994)
 CP2930
 CP2930                         *CURRENT SURVEY CONTROL
 CP2930  ___________________________________________________________________
 CP2930* NAD 83(1992)-  32 25 34.69391(N)    091 10 31.59117(W)     ADJUSTED  
 CP2930* NAVD 88     -        23.127  (meters)      75.88   (feet)  ADJUSTED  
 CP2930  ___________________________________________________________________
 CP2930  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CP2930  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2930  DYNAMIC HT  -          23.101 (meters)      75.79  (feet)  COMP
 CP2930  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CP2930
 CP2930  HORZ ORDER  -  FIRST
 CP2930  VERT ORDER  -  SECOND    CLASS I
 CP2930
 CP2930.The horizontal coordinates were established by classical geodetic methods
 CP2930.and adjusted by the National Geodetic Survey in May 1994..
 CP2930
 CP2930.The orthometric height was determined by differential leveling
 CP2930.and adjusted by the National Geodetic Survey in May 1997..
 CP2930
 CP2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2930
 CP2930.The geoid height was determined by GEOID03.
 CP2930
 CP2930.The dynamic height is computed by dividing the NAVD 88
 CP2930.geopotential number by the normal gravity value computed on the
 CP2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2930.degrees latitude (g = 980.6199 gals.).
 CP2930
 CP2930.The modeled gravity was interpolated from observed gravity values.
 CP2930
 CP2930;                    North         East     Units Scale Factor Converg.
 CP2930;SPC LA N     -   214,343.485 1,124,570.251   MT  0.99995402   +0 42 01.1
 CP2930;SPC LA N     -   703,225.25  3,689,527.57   sFT  0.99995402   +0 42 01.1
 CP2930;SPC MS W     -   324,732.110   620,799.622   MT  1.00002732   -0 27 05.7
 CP2930;SPC MS W     - 1,065,391.93  2,036,740.09   sFT  1.00002732   -0 27 05.7
 CP2930;UTM  15      - 3,589,154.804   671,549.517   MT  0.99996291   +0 58 42.9
 CP2930
 CP2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2930!SPC LA N     -   1.00000052  x   0.99995402  =   0.99995454
 CP2930!SPC MS W     -   1.00000052  x   1.00002732  =   1.00002784
 CP2930!UTM  15      -   1.00000052  x   0.99996291  =   0.99996343
 CP2930
 CP2930|---------------------------------------------------------------------|
 CP2930| PID    Reference Object                     Distance      Geod. Az  |
 CP2930|                                                           dddmmss.s |
 CP2930| CY5488 SCOTT RM 2                           41.190 METERS 01232     |
 CP2930| AA2852 SCOTT RM 3                           36.780 METERS 01250     |
 CP2930| CY5486 SCOTT AZ MK                                        2100939.0 |
 CP2930| CP2938 TALLULAH LA PWR AND LT CO TANK      APPROX. 2.4 KM 2114839.3 |
 CP2930| CY5487 SCOTT RM 1                                         21244     |
 CP2930| AA2851 SCOTT RM 4                           27.325 METERS 23020     |
 CP2930| CP2935 TALLULAH CHICAGO MILL CO STACK      APPROX. 2.8 KM 2392226.5 |
 CP2930|---------------------------------------------------------------------|
 CP2930
 CP2930                          SUPERSEDED SURVEY CONTROL
 CP2930
 CP2930  NAD 83(1992)-  32 25 34.70300(N)    091 10 31.58890(W) AD(       ) 1
 CP2930  NAD 83(1986)-  32 25 34.70595(N)    091 10 31.58620(W) AD(       ) 1
 CP2930  NAD 27      -  32 25 34.19300(N)    091 10 31.19100(W) AD(       ) 1
 CP2930  NGVD 29 (07/19/86)   23.2    (m)           76.     (f) VERT ANG       
 CP2930
 CP2930.Superseded values are not recommended for survey control.
 CP2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2930.See file dsdata.txt to determine how the superseded data were derived.
 CP2930
 CP2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7155089155(NAD 83)
 CP2930_MARKER: DS = TRIANGULATION STATION DISK
 CP2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2930_STAMPING: SCOTT 1931 1970
 CP2930_MARK LOGO: CGS   
 CP2930_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CP2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2930+STABILITY: SURFACE MOTION
 CP2930
 CP2930  HISTORY     - Date     Condition        Report By
 CP2930  HISTORY     - 1970     MONUMENTED       NGS
 CP2930  HISTORY     - 19870115 GOOD             LADTD
 CP2930
 CP2930                          STATION DESCRIPTION
 CP2930
 CP2930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2930'THE STATION MARK WAS RECOVERED AND THE SURFACE MARK WAS
 CP2930'LOWERED AT THE REQUEST OF THE LAND OWNER.  REFERENCE MARKS
 CP2930'1 AND 2 AND THE AZIMUTH MARK WERE SEARCHED FOR AND NOT FOUND.
 CP2930'REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 CP2930'DUE TO THE CHANGES A NEW DESCRIPTION FOLLOWS.
 CP2930'
 CP2930'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE CENTER
 CP2930'OF TALLULAH IN THE SOUTHWEST 1/4 OF SECTION 44, T 17 N,
 CP2930'R 13 E AND ON THE PROPERTY OF MR. R.N. GRAVES, POST OFFICE
 CP2930'BOX 1072, TALLULAH, LOUISIANA.
 CP2930'
 CP2930'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAY
 CP2930'80 AND U.S. HIGHWAY 65 IN TALLULAH, GO NORTH ON U.S. HIGHWAY
 CP2930'65 FOR 1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CP2930'NORTH ON U.S. HIGHWAY 65 FOR 0.05 MILE TO A SIDE ROAD RIGHT.
 CP2930'CONTINUE NORTH ON U.S. HIGHWAY 65 FOR 0.3 MILE TO THE STATION
 CP2930'ON THE RIGHT.
 CP2930'
 CP2930'THE STATION MARKS ARE STANDARD DISKS STAMPED SCOTT 1931 1970.
 CP2930'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP2930'CONCRETE MONUMENT 18 INCHES BELOW THE GROUND SURFACE.  IT
 CP2930'IS 384 FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 CP2930'65 AND A RAIL ROAD TRACKS, 134 FEET EAST-SOUTHEAST OF THE
 CP2930'EAST RAIL OF THE RAIL ROAD TRACKS, 93 FEET NORTHEAST OF
 CP2930'THE CENTER OF A CONCRETE CULVERT HEADWALL AND 60 FEET EAST
 CP2930'OF THE CENTERLINE OF U.S. HIGHWAY 65.  THE UNDERGROUND DISK
 CP2930'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CP2930'BELOW THE GROUND SURFACE.
 CP2930'
 CP2930'REFERENCE MARK 3, A STANDARD DISK STAMPED SCOTT NO 3 1931
 CP2930'1970, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2930'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 263
 CP2930'FEET SOUTH-SOUTHEAST OF THE INTERSECTION OF THE RAIL ROAD
 CP2930'TRACKS AND U.S. HIGHWAY 65, 80 FEET EAST-SOUTHEAST OF THE
 CP2930'EAST RAIL OF THE RAIL ROAD TRACKS AND 29 FEET EAST OF THE
 CP2930'CENTER OF U.S. HIGHWAY 65.
 CP2930'
 CP2930'REFERENCE MARK 4, A STANDARD DISK STAMPED SCOTT NO 4 1931
 CP2930'1970, IS CEMENTED IN A DRILL HOLE IN THE NORTH END OF THE
 CP2930'EAST HEADWALL OF THE CONCRETE CULVERT.  IT IS 315 FEET NORTH
 CP2930'OF THE CENTER OF A GRAVELED ROAD, 116 FEET EAST OF THE EAST
 CP2930'RAIL OF THE RAIL ROAD TRACKS AND 25 FEET EAST OF THE CENTER
 CP2930'OF U.S. HIGHWAY 65.
 CP2930'
 CP2930'AZIMUTH MARK, A STANDARD DISK STAMPED SCOTT 1931 1970, IS
 CP2930'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE
 CP2930'CULVERT HEADWALL.  IT IS 168 FEET NORTH OF A POWERLINE POLE,
 CP2930'30 FEET WEST OF THE CENTER OF U.S. HIGHWAY 65, 3 FEET EAST
 CP2930'OF A METAL WITNESS POST WITH SIGN AND 0.8 FOOT NORTH OF
 CP2930'THE SOUTH END OF THE CONCRETE CULVERT HEADWALL.
 CP2930'
 CP2930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES
 CP2930'NORTH OF CENTER OF TALLULAH
 CP2930'
 CP2930'HEIGHT OF LIGHT ABOVE STATION MARK 114.1 FEET.
 CP2930
 CP2930                          STATION RECOVERY (1987)
 CP2930
 CP2930'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP2930'ABOUT 2.4 KM (1.50 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 CP2930'TALLULAH TO THE MARK ON THE RIGHT,  117 M (383.9 FT) SOUTHEAST OF THE
 CP2930'INTERSECTION OF U S HIGHWAY 65 AND THE RAILROAD TRACKS, 41 M (134.5
 CP2930'FT) EAST-SOUTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 28.3 M
 CP2930'(92.8 FT) NORTHEAST OF THE CENTER OF A CONCRETE CULVERT HEADWALL AND
 CP2930'18.3 M (60.0 FT) EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2852 ***********************************************************************
 AA2852  DESIGNATION -  SCOTT RM 3
 AA2852  PID         -  AA2852
 AA2852  STATE/COUNTY-  LA/MADISON
 AA2852  USGS QUAD   -  TALLULAH (1994)
 AA2852
 AA2852                         *CURRENT SURVEY CONTROL
 AA2852  ___________________________________________________________________
 AA2852* NAD 83(1986)-  32 25 35.     (N)    091 10 31.     (W)     SCALED    
 AA2852* NAVD 88     -        24.006  (meters)      78.76   (feet)  ADJUSTED  
 AA2852  ___________________________________________________________________
 AA2852  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AA2852  DYNAMIC HT  -          23.979 (meters)      78.67  (feet)  COMP
 AA2852  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 AA2852
 AA2852  VERT ORDER  -  SECOND    CLASS I
 AA2852
 AA2852.The horizontal coordinates were scaled from a topographic map and have
 AA2852.an estimated accuracy of +/- 6 seconds.
 AA2852
 AA2852.The orthometric height was determined by differential leveling
 AA2852.and adjusted by the National Geodetic Survey in May 1997..
 AA2852
 AA2852.The geoid height was determined by GEOID03.
 AA2852
 AA2852.The dynamic height is computed by dividing the NAVD 88
 AA2852.geopotential number by the normal gravity value computed on the
 AA2852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2852.degrees latitude (g = 980.6199 gals.).
 AA2852
 AA2852.The modeled gravity was interpolated from observed gravity values.
 AA2852
 AA2852;                    North         East    Units  Estimated Accuracy
 AA2852;SPC LA N     -   214,350.    1,124,590.      MT  (+/- 180 meters Scaled)
 AA2852
 AA2852                          SUPERSEDED SURVEY CONTROL
 AA2852
 AA2852.No superseded survey control is available for this station.
 AA2852
 AA2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR715891(NAD 83)
 AA2852_MARKER: DR = REFERENCE MARK DISK
 AA2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2852_STAMPING: SCOTT NO 3 1931 1970
 AA2852_MARK LOGO: CGS   
 AA2852_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2852+STABILITY: SURFACE MOTION
 AA2852
 AA2852  HISTORY     - Date     Condition        Report By
 AA2852  HISTORY     - 1970     MONUMENTED       NGS
 AA2852  HISTORY     - 19870115 GOOD             LADTD
 AA2852
 AA2852                          STATION DESCRIPTION
 AA2852
 AA2852'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2852'ABOUT 2.4 KM (1.50 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2852'TALLULAH TO THE MARK ON THE RIGHT, 80.2 M (263.1 FT) SOUTH-SOUTHEAST
 AA2852'OF THE INTERSECTION OF U S HIGHWAY 65 AND THE RAILROAD TRACKS, 24.4 M
 AA2852'(80.1 FT) EAST-SOUTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND
 AA2852'8.8 M (28.9 FT) EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2851 ***********************************************************************
 AA2851  DESIGNATION -  SCOTT RM 4
 AA2851  PID         -  AA2851
 AA2851  STATE/COUNTY-  LA/MADISON
 AA2851  USGS QUAD   -  TALLULAH (1994)
 AA2851
 AA2851                         *CURRENT SURVEY CONTROL
 AA2851  ___________________________________________________________________
 AA2851* NAD 83(1986)-  32 25 34.     (N)    091 10 30.     (W)     SCALED    
 AA2851* NAVD 88     -        24.257  (meters)      79.58   (feet)  ADJUSTED  
 AA2851  ___________________________________________________________________
 AA2851  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AA2851  DYNAMIC HT  -          24.229 (meters)      79.49  (feet)  COMP
 AA2851  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 AA2851
 AA2851  VERT ORDER  -  SECOND    CLASS I
 AA2851
 AA2851.The horizontal coordinates were scaled from a topographic map and have
 AA2851.an estimated accuracy of +/- 6 seconds.
 AA2851
 AA2851.The orthometric height was determined by differential leveling
 AA2851.and adjusted by the National Geodetic Survey in May 1997..
 AA2851
 AA2851.The geoid height was determined by GEOID03.
 AA2851
 AA2851.The dynamic height is computed by dividing the NAVD 88
 AA2851.geopotential number by the normal gravity value computed on the
 AA2851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2851.degrees latitude (g = 980.6199 gals.).
 AA2851
 AA2851.The modeled gravity was interpolated from observed gravity values.
 AA2851
 AA2851;                    North         East    Units  Estimated Accuracy
 AA2851;SPC LA N     -   214,320.    1,124,610.      MT  (+/- 180 meters Scaled)
 AA2851
 AA2851                          SUPERSEDED SURVEY CONTROL
 AA2851
 AA2851.No superseded survey control is available for this station.
 AA2851
 AA2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR715891(NAD 83)
 AA2851_MARKER: DR = REFERENCE MARK DISK
 AA2851_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2851_SP_SET: CULVERT HEADWALL
 AA2851_STAMPING: SCOTT NO 4 1931 1970
 AA2851_MARK LOGO: CGS   
 AA2851_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2851+STABILITY: SURFACE MOTION
 AA2851
 AA2851  HISTORY     - Date     Condition        Report By
 AA2851  HISTORY     - 1970     MONUMENTED       NGS
 AA2851  HISTORY     - 19870115 GOOD             LADTD
 AA2851
 AA2851                          STATION DESCRIPTION
 AA2851
 AA2851'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2851'ABOUT 2.4 KM (1.50 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE IN
 AA2851'TALLULAH TO THE MARK ON THE RIGHT, CEMENTED IN A DRILL HOLE IN THE
 AA2851'NORTH END OF A CONCRETE CULVERT, 96 M (315.0 FT) NORTH OF THE CENTER
 AA2851'OF A PAVED ROAD, 35.4 M (116.1 FT) EAST OF THE EAST RAIL OF THE
 AA2851'RAILROAD TRACKS AND 7.6 M (24.9 FT) EAST OF THE CENTER OF U S HIGHWAY
 AA2851'65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4750 ***********************************************************************
 BJ4750  DESIGNATION -  SCOTTS BLUFF WATER TANK
 BJ4750  PID         -  BJ4750
 BJ4750  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4750  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4750
 BJ4750                         *CURRENT SURVEY CONTROL
 BJ4750  ___________________________________________________________________
 BJ4750* NAD 83(1992)-  30 31 25.94692(N)    091 11 47.52360(W)     ADJUSTED  
 BJ4750* NAVD 88     -                                                        
 BJ4750  ___________________________________________________________________
 BJ4750  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4750  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4750
 BJ4750  HORZ ORDER  -  THIRD
 BJ4750
 BJ4750.The horizontal coordinates were established by classical geodetic methods
 BJ4750.and adjusted by the National Geodetic Survey in January 1993..
 BJ4750
 BJ4750
 BJ4750.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4750
 BJ4750.The geoid height was determined by GEOID03.
 BJ4750
 BJ4750;                    North         East     Units Scale Factor Converg.
 BJ4750;SPC LA S     -   224,345.789 1,013,128.916   MT  0.99996727   +0 04 06.2
 BJ4750;SPC LA S     -   736,041.14  3,323,907.12   sFT  0.99996727   +0 04 06.2
 BJ4750;UTM  15      - 3,378,220.581   673,033.172   MT  0.99996937   +0 54 58.3
 BJ4750
 BJ4750                          SUPERSEDED SURVEY CONTROL
 BJ4750
 BJ4750  NAD 83(1986)-  30 31 25.96519(N)    091 11 47.52109(W) AD(       ) 4
 BJ4750  NAD 27      -  30 31 25.28731(N)    091 11 47.12747(W) AD(       ) 3
 BJ4750
 BJ4750.Superseded values are not recommended for survey control.
 BJ4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4750.See file dsdata.txt to determine how the superseded data were derived.
 BJ4750
 BJ4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7303378221(NAD 83)
 BJ4750_MARKER: 53 = ELEVATED TANK
 BJ4750
 BJ4750  HISTORY     - Date     Condition        Report By
 BJ4750  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4750  HISTORY     - 1946     GOOD             CGS
 BJ4750  HISTORY     - 1955     GOOD             CGS
 BJ4750  HISTORY     - 1964     GOOD             CGS
 BJ4750  HISTORY     - 1970     GOOD             NGS
 BJ4750  HISTORY     - 1971     GOOD             NGS
 BJ4750
 BJ4750                          STATION DESCRIPTION
 BJ4750
 BJ4750'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (SCD)
 BJ4750'SCOTTS BLUFF WATER TANK IS LOCATED ON THE SOUTHERN UNIVERSITY
 BJ4750'CAMPUS APPROXIMATELY 265 FEET SOUTHEAST OF THE
 BJ4750'MAIN ENTRANCE TO THE MECHANICAL ARTS BUILDING.  THE TANK
 BJ4750'IS SILVER.
 BJ4750
 BJ4750                          STATION RECOVERY (1955)
 BJ4750
 BJ4750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4750'THE STATION IS LOCATED 1 MI. W OF SCOTLANDVILLE, IN THE NW
 BJ4750'SECTION OF THE SOUTHERN COLLEGE CAMPUS, AND JUST E OF THE
 BJ4750'MECHANICAL BUILDING.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 BJ4750'SUPPORTING THE TANK ON ITS TOP.  IT IS ABOUT 80 FT. HIGH.
 BJ4750
 BJ4750                          STATION RECOVERY (1964)
 BJ4750
 BJ4750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 BJ4750'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 BJ4750
 BJ4750                          STATION RECOVERY (1970)
 BJ4750
 BJ4750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4750'SOUTHERN UNIVERSITY WEST WATER TANK IS LOCATED ON THE WEST SIDE OF
 BJ4750'THE UNIVERSITY CAMPUS AND AT THE SOUTHEAST CORNER OF THE AUTOMOBILE
 BJ4750'CENTER BUILDING.
 BJ4750'
 BJ4750'A SMALL CYLINDRICAL SHAPED STEEL TANK WITH A CONICAL SHAPED ROOF, 70
 BJ4750'FEET IN HEIGHT, SILVER IN COLOR AND SUPPORTED BY 4 DOUBLE CHANNEL,
 BJ4750'LATTICED TYPE STEEL LEGS.
 BJ4750'
 BJ4750'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
 BJ4750
 BJ4750                          STATION RECOVERY (1971)
 BJ4750
 BJ4750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 BJ4750'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1054 ***********************************************************************
 AT1054  DESIGNATION -  SCOTTS CANAL LIGHT 13
 AT1054  PID         -  AT1054
 AT1054  STATE/COUNTY-  LA/PLAQUEMINES
 AT1054  USGS QUAD   -  DIXON BAY (1971)
 AT1054
 AT1054                         *CURRENT SURVEY CONTROL
 AT1054  ___________________________________________________________________
 AT1054* NAD 83(1992)-  29 05 07.89047(N)    089 17 10.62508(W)     ADJUSTED  
 AT1054* NAVD 88     -                                                        
 AT1054  ___________________________________________________________________
 AT1054  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AT1054  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AT1054
 AT1054  HORZ ORDER  -  THIRD
 AT1054
 AT1054.The horizontal coordinates were established by classical geodetic methods
 AT1054.and adjusted by the National Geodetic Survey in January 1993..
 AT1054
 AT1054
 AT1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1054
 AT1054.The geoid height was determined by GEOID03.
 AT1054
 AT1054;                    North         East     Units Scale Factor Converg.
 AT1054;SPC LA S     -    66,685.091 1,199,297.592   MT  1.00005232   +1 01 24.8
 AT1054;SPC LA S     -   218,782.67  3,934,695.52   sFT  1.00005232   +1 01 24.8
 AT1054;UTM  16      - 3,219,620.143   277,468.204   MT  1.00021112   -1 06 42.7
 AT1054
 AT1054                          SUPERSEDED SURVEY CONTROL
 AT1054
 AT1054  NAD 83(1986)-  29 05 07.89502(N)    089 17 10.63787(W) AD(       ) 4
 AT1054  NAD 27      -  29 05 07.04292(N)    089 17 10.45675(W) AD(       ) 3
 AT1054
 AT1054.Superseded values are not recommended for survey control.
 AT1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1054.See file dsdata.txt to determine how the superseded data were derived.
 AT1054
 AT1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7746819620(NAD 83)
 AT1054_MARKER: 16 = DAYBEACON
 AT1054
 AT1054  HISTORY     - Date     Condition        Report By
 AT1054  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT1054
 AT1054                          STATION DESCRIPTION
 AT1054
 AT1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1054'ON THE NW BANK OF THE PASS, ABOUT 4.2 MILES BELOW HEAD OF PASSES
 AT1054'AND OPPOSITE DIXON BAY.  STATION IS A WHITE LIGHT AND WHITE
 AT1054'RECTANGULAR DAY MARK ON A POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0980 ***********************************************************************
 AT0980  DESIGNATION -  SCOW
 AT0980  PID         -  AT0980
 AT0980  STATE/COUNTY-  LA/ST BERNARD
 AT0980  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0980
 AT0980                         *CURRENT SURVEY CONTROL
 AT0980  ___________________________________________________________________
 AT0980* NAD 83(1992)-  29 52 08.80206(N)    089 16 02.54195(W)     ADJUSTED  
 AT0980* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0980  ___________________________________________________________________
 AT0980  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AT0980  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AT0980
 AT0980  HORZ ORDER  -  THIRD
 AT0980
 AT0980.The horizontal coordinates were established by classical geodetic methods
 AT0980.and adjusted by the National Geodetic Survey in May 1994..
 AT0980
 AT0980.The orthometric height was scaled from a topographic map.
 AT0980
 AT0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0980
 AT0980.The geoid height was determined by GEOID03.
 AT0980
 AT0980;                    North         East     Units Scale Factor Converg.
 AT0980;SPC LA S     -   153,557.466 1,199,572.808   MT  0.99992837   +1 01 58.8
 AT0980;SPC LA S     -   503,796.45  3,935,598.45   sFT  0.99992837   +1 01 58.8
 AT0980;UTM  16      - 3,306,440.757   281,001.723   MT  1.00019177   -1 07 46.7
 AT0980
 AT0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0980!SPC LA S     -   1.00000408  x   0.99992837  =   0.99993245
 AT0980!UTM  16      -   1.00000408  x   1.00019177  =   1.00019585
 AT0980
 AT0980|---------------------------------------------------------------------|
 AT0980| PID    Reference Object                     Distance      Geod. Az  |
 AT0980|                                                           dddmmss.s |
 AT0980| DD8074 SCOW RM 1                            26.773 METERS 02347     |
 AT0980| AT0928 MITCHELL KEY LIGHT                  APPROX.10.8 KM 0693928.2 |
 AT0980| AT0923 COMFORT                             APPROX. 5.5 KM 1515157.9 |
 AT0980| DD8075 SCOW RM 2                            40.203 METERS 16638     |
 AT0980|---------------------------------------------------------------------|
 AT0980
 AT0980                          SUPERSEDED SURVEY CONTROL
 AT0980
 AT0980  NAD 83(1992)-  29 52 08.80971(N)    089 16 02.53758(W) AD(       ) 3
 AT0980  NAD 83(1986)-  29 52 08.81206(N)    089 16 02.53866(W) AD(       ) 3
 AT0980  NAD 27      -  29 52 08.08600(N)    089 16 02.38300(W) AD(       ) 3
 AT0980
 AT0980.Superseded values are not recommended for survey control.
 AT0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0980.See file dsdata.txt to determine how the superseded data were derived.
 AT0980
 AT0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8100206441(NAD 83)
 AT0980_MARKER: DS = TRIANGULATION STATION DISK
 AT0980_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0980_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0980
 AT0980  HISTORY     - Date     Condition        Report By
 AT0980  HISTORY     - 1952     MONUMENTED       CGS
 AT0980  HISTORY     - 1965     POOR             CGS
 AT0980  HISTORY     - 1969     GOOD             CGS
 AT0980
 AT0980                          STATION DESCRIPTION
 AT0980
 AT0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0980'ON THE W SHORE OF CHANDELEUR SOUND, THE NE SHORE OF SCOW PASS ON SCOW
 AT0980'POINT, 160 FT.  W
 AT0980'OF THE NARROW NECK OF WATER CONNECTING TWO PONDS.
 AT0980'
 AT0980'STATION MARK IS A STANDARD DISK, STAMPED SCOW 1952 AND SET IN
 AT0980'CONCRETE AT THE
 AT0980'CENTER OF A 6-IN.  TILE WHICH IS SUPPORTED ON A 2- BY
 AT0980'4- BY 8 WOODEN PILE DRIVEN INTO
 AT0980'THE MARSH.  THE MONUMENT PROJECTS
 AT0980'APPROXIMATELY 15 IN.
 AT0980'
 AT0980'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SCOW NO 1 1952 AND SET
 AT0980'IN CONCRETE AT THE
 AT0980'CENTER OF A 6-IN.  TILE WHICH IS SUPPORTED ON A 2-
 AT0980'BY 4- BY 8 WOODEN PILE DRIVEN INTO
 AT0980'THE MARSH.  IT PROJECTS
 AT0980'APPROXIMATELY 1 FT.
 AT0980'
 AT0980'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SCOW NO 2 1952 AND SET
 AT0980'IN CONCRETE AT THE
 AT0980'CENTER OF A 6-IN.  TILE WHICH IS SUPPORTED ON A 2-
 AT0980'BY 4- BY 8 WOODEN PILE DRIVEN INTO
 AT0980'THE MARSH.  IT PROJECTS
 AT0980'APPROXIMATELY 1 FT.
 AT0980'
 AT0980'HEIGHT OF LIGHT ABOVE STATION MARK - 8 M.
 AT0980
 AT0980                          STATION RECOVERY (1965)
 AT0980
 AT0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AT0980'THE STATION WAS VISITED.  THE STATION MARK AND REFERENCE MARKS 1 AND
 AT0980'2 WERE FOUND.  ALL
 AT0980'MARKS ARE UNSTABLE AND LEANING SLIGHTLY.  ALL MARKS
 AT0980'SHOULD BE REPLACED BY ROD TYPE
 AT0980'MARKS ENCASED IN SOIL PIPE.
 AT0980'
 AT0980'THERE IS A LARGE HOUSE BOAT PRESENTLY ANCHORED ABOUT 1/4 MILE
 AT0980'EAST-NORTHEAST OF
 AT0980'THE STATION.
 AT0980'
 AT0980'A STEEL POST AND WITNESS SIGN WAS LEFT STANDING AT THE STATION.
 AT0980'
 AT0980'THE STATION WAS REACHED BY FLOAT PLANE, BEACHING NEAR THE STATION.
 AT0980
 AT0980                          STATION RECOVERY (1969)
 AT0980
 AT0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0980'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT0980'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT0980'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6539 ***********************************************************************
 AH6539  DESIGNATION -  SDB 01
 AH6539  PID         -  AH6539
 AH6539  STATE/COUNTY-  LA/TERREBONNE
 AH6539  USGS QUAD   -  HUMPHREYS (1980)
 AH6539
 AH6539                         *CURRENT SURVEY CONTROL
 AH6539  ___________________________________________________________________
 AH6539* NAD 83(1992)-  29 34 33.57386(N)    090 45 07.72646(W)     ADJUSTED  
 AH6539* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6539  **This station is located in a subsidence area (see below).
 AH6539  ___________________________________________________________________
 AH6539  X           -     -72,875.957 (meters)                     COMP
 AH6539  Y           -  -5,551,107.878 (meters)                     COMP
 AH6539  Z           -   3,129,571.999 (meters)                     COMP
 AH6539  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6539  ELLIP HEIGHT-         -22.95  (meters)          (02/21/02) GPS OBS
 AH6539  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6539
 AH6539  HORZ ORDER  -  FIRST
 AH6539  ELLP ORDER  -  FIFTH     CLASS I
 AH6539
 AH6539.The horizontal coordinates were established by GPS observations
 AH6539.and adjusted by the National Geodetic Survey in December 1998..
 AH6539
 AH6539 ** The orthometric height has not been validated since last determined
 AH6539 ** by differential leveling and should not be used for control purposes.
 AH6539 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6539 ** area with valid NAVD 88 orthometric heights.
 AH6539 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6539 ** epoch indicated which incorporates improved geoid heights for the
 AH6539 ** Southern Louisiana Subsidence area.
 AH6539 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6539.The orthometric height was determined by GPS observations and a
 AH6539.high-resolution geoid model.
 AH6539
 AH6539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6539
 AH6539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6539
 AH6539.The ellipsoidal height was determined by GPS observations
 AH6539.and is referenced to NAD 83.
 AH6539
 AH6539.The geoid height was determined by GEOID03.
 AH6539
 AH6539;                    North         East     Units Scale Factor Converg.
 AH6539;SPC LA S     -   119,411.546 1,056,310.545   MT  0.99995306   +0 17 26.2
 AH6539;SPC LA S     -   391,769.38  3,465,578.85   sFT  0.99995306   +0 17 26.2
 AH6539;UTM  15      - 3,273,912.343   717,744.838   MT  1.00018505   +1 06 35.7
 AH6539
 AH6539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6539!SPC LA S     -   1.00000360  x   0.99995306  =   0.99995666
 AH6539!UTM  15      -   1.00000360  x   1.00018505  =   1.00018866
 AH6539
 AH6539                          SUPERSEDED SURVEY CONTROL
 AH6539
 AH6539  ELLIP H (12/17/98)  -22.91   (m)                       GP(       ) 4 2
 AH6539
 AH6539.Superseded values are not recommended for survey control.
 AH6539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6539.See file dsdata.txt to determine how the superseded data were derived.
 AH6539
 AH6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1774573912(NAD 83)
 AH6539_MARKER: DD = SURVEY DISK
 AH6539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6539_STAMPING: SDB 01
 AH6539_MARK LOGO: LA-109
 AH6539_PROJECTION: FLUSH
 AH6539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6539+STABILITY: SURFACE MOTION
 AH6539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6539+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6539
 AH6539  HISTORY     - Date     Condition        Report By
 AH6539  HISTORY     - 1995     MONUMENTED       MPHI
 AH6539
 AH6539                          STATION DESCRIPTION
 AH6539
 AH6539'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6539'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6539'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6539'ON HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO INTERSECTION WITH HWY
 AH6539'311.  TURN RIGHT ON HWY 311 AND TRAVEL NORTH FOR 1.45 MI (2.33 KM) TO
 AH6539'INTERSECTION WITH ST. CHARLES STREET.  TURN LEFT ON ST. CHARLES STREET
 AH6539'AND TRAVEL WEST FOR 0.85 MI (1.37 KM) TO THE FORK IN THE ROAD.  KEEP
 AH6539'TO THE RIGHT ON SOUTHDOWN MANDALAY ROAD FOR 0.35 MI (0.56 KM) TO
 AH6539'INTERSECTION WITH LANCASTER DRIVE AND THE MARK IS IN THE NORTHWEST
 AH6539'CORNER OF THE INTERSECTION.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6539'THE STATION IS 21.0 FT (6.4 M) SOUTHWEST FROM THE CENTERLINE OF
 AH6539'LANCASTER DRIVE, 25.70 FT (7.83 M) NORTHWEST FROM THE CENTERLINE OF
 AH6539'SOUTHDOWN ROAD, 4.0 FT (1.2 M) SOUTHEAST FROM THE GAS VALVE, 12.50 FT
 AH6539'(3.81 M) EAST FROM THE FIRE HYDRANT, AND 28.10 FT (8.56 M) SOUTH FROM
 AH6539'THE SEWER COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3048 ***********************************************************************
 AU3048  DESIGNATION -  SEA BREEZE
 AU3048  PID         -  AU3048
 AU3048  STATE/COUNTY-  LA/TERREBONNE
 AU3048  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3048
 AU3048                         *CURRENT SURVEY CONTROL
 AU3048  ___________________________________________________________________
 AU3048* NAD 83(1992)-  29 14 41.16189(N)    090 35 27.02030(W)     ADJUSTED  
 AU3048* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3048  **This station is located in a subsidence area (see below).
 AU3048  ___________________________________________________________________
 AU3048  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU3048  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AU3048
 AU3048  HORZ ORDER  -  SECOND
 AU3048
 AU3048.The horizontal coordinates were established by classical geodetic methods
 AU3048.and adjusted by the National Geodetic Survey in January 1993..
 AU3048
 AU3048 ** The orthometric height has not been validated since last determined
 AU3048 ** by differential leveling and should not be used for control purposes.
 AU3048 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3048 ** area with valid NAVD 88 orthometric heights.
 AU3048 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3048 ** epoch indicated which incorporates improved geoid heights for the
 AU3048 ** Southern Louisiana Subsidence area.
 AU3048 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3048.The orthometric height was scaled from a topographic map.
 AU3048
 AU3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3048
 AU3048.The geoid height was determined by GEOID03.
 AU3048
 AU3048;                    North         East     Units Scale Factor Converg.
 AU3048;SPC LA S     -    82,789.436 1,072,177.111   MT  1.00001215   +0 22 16.5
 AU3048;SPC LA S     -   271,618.34  3,517,634.41   sFT  1.00001215   +0 22 16.5
 AU3048;UTM  15      - 3,237,509.918   734,133.497   MT  1.00027649   +1 10 39.0
 AU3048
 AU3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3048!SPC LA S     -   1.00000383  x   1.00001215  =   1.00001598
 AU3048!UTM  15      -   1.00000383  x   1.00027649  =   1.00028032
 AU3048
 AU3048:                Primary Azimuth Mark                     Grid Az
 AU3048:SPC LA S     -  TAMBOUR                                  009 47 31.2
 AU3048:UTM  15      -  TAMBOUR                                  008 59 08.7
 AU3048
 AU3048|---------------------------------------------------------------------|
 AU3048| PID    Reference Object                     Distance      Geod. Az  |
 AU3048|                                                           dddmmss.s |
 AU3048| AU3028 TAMBOUR                             APPROX. 8.8 KM 0100947.7 |
 AU3048| AU3030 FLEURETTE                           APPROX. 2.3 KM 0264028.1 |
 AU3048| AU3496 SEA BREEZE 2                        222.641 METERS 03639     |
 AU3048| AU3039 LAKE BARRE PASS LIGHT               APPROX. 1.4 KM 0701114.8 |
 AU3048| DD8077 SEA BREEZE RM 2                      57.880 METERS 10823     |
 AU3048| AU3044 SEA BREEZE LIGHT 1953                62.746 METERS 12740     |
 AU3048| AU3038 LAKE LAGRAISSE LIGHT                APPROX. 4.3 KM 1663517.5 |
 AU3048| DD8078 SEA BREEZE RM 3                      24.789 METERS 23134     |
 AU3048| DD8076 SEA BREEZE RM 1                      54.617 METERS 32959     |
 AU3048|---------------------------------------------------------------------|
 AU3048
 AU3048                          SUPERSEDED SURVEY CONTROL
 AU3048
 AU3048  NAD 83(1986)-  29 14 41.18069(N)    090 35 27.03015(W) AD(       ) 2
 AU3048  NAD 27      -  29 14 40.35900(N)    090 35 26.70900(W) AD(       ) 2
 AU3048
 AU3048.Superseded values are not recommended for survey control.
 AU3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3048.See file dsdata.txt to determine how the superseded data were derived.
 AU3048
 AU3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3413337510(NAD 83)
 AU3048_MARKER: DS = TRIANGULATION STATION DISK
 AU3048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3048_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3048_STAMPING: SEA BREEZE 1934
 AU3048_MARK LOGO: CGS   
 AU3048_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3048+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1982
 AU3048
 AU3048  HISTORY     - Date     Condition        Report By
 AU3048  HISTORY     - 1934     MONUMENTED       CGS
 AU3048  HISTORY     - 1953     GOOD             CGS
 AU3048  HISTORY     - 1965     GOOD             CGS
 AU3048  HISTORY     - 19820101 SEE DESCRIPTION  NGS
 AU3048
 AU3048                          STATION DESCRIPTION
 AU3048
 AU3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3048'STATION IS AT SEA BREEZE, NEAR THE MOUTH OF BAYOU TERREBONNE,
 AU3048'ON THE PROMINENT POINT ON WHICH IS LOCATED A FIXED LIGHT, ON THE
 AU3048'S SIDE OF THE BAYOU, W OF THE OPENING TO LAKE BARRE, W OF A BAYOU
 AU3048'WHICH LEADS TO THE SOUTHWARD, 86.6 METERS (284 FEET) FROM A
 AU3048'RUINED HOUSE NEAR THE LIGHT ON THE POINT AND 55.4 METERS (182
 AU3048'FEET) EASTWARD FROM THE SE CORNER OF A LARGE FISH NET DRYING
 AU3048'PLATFORM ON THE BAYOU.
 AU3048'
 AU3048'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE TOP
 AU3048'OF A 12-INCH SQUARE CONCRETE POST SET OVER A PILE DRIVEN INTO
 AU3048'THE MUD.
 AU3048'
 AU3048'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 AU3048'IN THE TOP OF A TILE, IS 54.64 METERS
 AU3048'(179.3 FEET) FROM THE STATION N 30 DEG 03 MIN W.
 AU3048'
 AU3048'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE
 AU3048'IN THE TOP OF A TILE, IS 57.88 METERS
 AU3048'(189.9 FEET) FROM THE STATION S 71 DEG 37 MIN E.
 AU3048'
 AU3048'THE CENTER POLE OF THE LIGHT ON THE POINT IS 81.601 METERS
 AU3048'(267.72 FEET) FROM THE STATION S 48 DEG 37 MIN E.
 AU3048
 AU3048                          STATION RECOVERY (1953)
 AU3048
 AU3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3048'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AU3048'REFERENCE MARK 2 HAS EVIDENTLY BEEN DESTROYED BY EROSION,
 AU3048'BECAUSE THE DISTANCE AND DIRECTION FROM THE STATION NOW FALLS
 AU3048'ON THE EDGE OF THE BAYOU.  SEABREEZE LIGHT HAS ALSO BEEN MOVED,
 AU3048'BECAUSE THE DIRECTION FAILS TO CHECK BY 4 DEGREES, AND THE
 AU3048'DISTANCE BY 62 FT.  REFERENCE MARK 3 WAS ESTABLISHED.  A REVISED
 AU3048'DESCRIPTION FOLLOWS--
 AU3048'
 AU3048'STATION IS LOCATED AT SEABREEZE, NEAR THE MOUTH OF BAYOU
 AU3048'TERREBONNE, ON THE SAME PROMINENT POINT THAT SEABREEZE LIGHT
 AU3048'IS LOCATED ON, ON THE W SIDE OF BAYOU TERREBONNE, N OF SEABREEZE
 AU3048'PASS LEADING FROM LAKE LAGRAISSE ACROSS BAYOU TERREBONNE INTO
 AU3048'LAKE BARRE, 205.6 FT. NW OF SEABREEZE LIGHT, 190 FT. S OF THE
 AU3048'SW CORNER OF AN ABANDONED SHRIMP DRYING PLATFORM, 168 FT. W
 AU3048'OF BAYOU TERREBONNE, AND 87 FT. W OF THE W EDGE OF THE SPOIL
 AU3048'BANK ALONG THE BAYOU.  IT IS A STANDARD DISK, STAMPED SEA
 AU3048'BREEZE 1934 AND SET IN THE TOP OF AN 8-IN. TILE FLUSH WITH THE
 AU3048'GROUND.
 AU3048'
 AU3048'REFERENCE MARK 1 IS 179.3 FT. N-NW OF THE STATION, AND 10 FT.
 AU3048'SE OF THE SW CORNER OF THE ABANDONED SHRIMP DRYING PLATFORM.
 AU3048'IT IS A STANDARD DISK, STAMPED SEA BREEZE 1934 NO 1 AND SET IN
 AU3048'THE TOP OF A CONCRETE-FILLED 8-IN. TILE PROJECTING 5 IN. ABOVE
 AU3048'THE GROUND.
 AU3048'
 AU3048'REFERENCE MARK 3 IS 81.33 FT. SW OF THE STATION, AND 249 FT.
 AU3048'W OF BAYOU TERREBONNE.  IT IS A STANDARD DISK, SET IN THE TOP OF
 AU3048'A CONCRETE-FILLED 6-IN. CONCRETE TILE WHICH IS SUPPORTED ON A
 AU3048'2 BY 4 DRIVEN INTO THE MARSH AND PROJECTING 18 IN. ABOVE THE
 AU3048'GROUND.
 AU3048
 AU3048                          STATION RECOVERY (1965)
 AU3048
 AU3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3048'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 AU3048'AND IN FAIR CONDITION IN A LOW MARSH AREA, AT THE WEST SIDE OF
 AU3048'TERREBONNE CANAL AND ACROSS FROM A SHRIMPER DRYING PLATFORM
 AU3048'AND CABIN.  A 1-1/4 INCH PIPE WITNESS POST WAS SET AT THE
 AU3048'STATION.
 AU3048'
 AU3048'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.
 AU3048'
 AU3048'THE STATION WAS REACHED BY FLOAT PLANE.
 AU3048
 AU3048                          STATION RECOVERY (1982)
 AU3048
 AU3048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JEF)
 AU3048'THIS STATION MARK WAS FOUND UNDER ABOUT 2 FEET OF WATER AT EDGE OF
 AU3048'ISLAND, ONE REFERENCE MARK WAS FOUND LYING ON ITS SIDE IN THE WATER,
 AU3048'THE OTHER REFERENCE MARK WAS NOT FOUND.  DUE TO EROSION AND THE
 AU3048'STATION MARK UNDERWATER, STATION SEA BREEZE 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3496 ***********************************************************************
 AU3496  DESIGNATION -  SEA BREEZE 2
 AU3496  PID         -  AU3496
 AU3496  STATE/COUNTY-  LA/TERREBONNE
 AU3496  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3496
 AU3496                         *CURRENT SURVEY CONTROL
 AU3496  ___________________________________________________________________
 AU3496* NAD 83(1992)-  29 14 46.96353(N)    090 35 22.09852(W)     ADJUSTED  
 AU3496* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3496  **This station is located in a subsidence area (see below).
 AU3496  ___________________________________________________________________
 AU3496  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU3496  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AU3496
 AU3496  HORZ ORDER  -  THIRD
 AU3496
 AU3496.The horizontal coordinates were established by classical geodetic methods
 AU3496.and adjusted by the National Geodetic Survey in January 1993..
 AU3496.No horizontal observational check was made to the station.
 AU3496
 AU3496 ** The orthometric height has not been validated since last determined
 AU3496 ** by differential leveling and should not be used for control purposes.
 AU3496 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3496 ** area with valid NAVD 88 orthometric heights.
 AU3496 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3496 ** epoch indicated which incorporates improved geoid heights for the
 AU3496 ** Southern Louisiana Subsidence area.
 AU3496 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3496.The orthometric height was scaled from a topographic map.
 AU3496
 AU3496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3496
 AU3496.The geoid height was determined by GEOID03.
 AU3496
 AU3496;                    North         East     Units Scale Factor Converg.
 AU3496;SPC LA S     -    82,968.922 1,072,308.850   MT  1.00001178   +0 22 19.0
 AU3496;SPC LA S     -   272,207.20  3,518,066.62   sFT  1.00001178   +0 22 19.0
 AU3496;UTM  15      - 3,237,691.288   734,262.731   MT  1.00027723   +1 10 41.7
 AU3496
 AU3496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3496!SPC LA S     -   1.00000376  x   1.00001178  =   1.00001554
 AU3496!UTM  15      -   1.00000376  x   1.00027723  =   1.00028099
 AU3496
 AU3496|---------------------------------------------------------------------|
 AU3496| PID    Reference Object                     Distance      Geod. Az  |
 AU3496|                                                           dddmmss.s |
 AU3496| AU3497 SEA BREEZE 2 RM 6                   240.401 METERS 05737     |
 AU3496| CS7271 SEA BREEZE 2 RM 5                    43.699 METERS 06027     |
 AU3496| CS7272 SEA BREEZE 2 RM 4                    13.366 METERS 13120     |
 AU3496| AU3498 SEA BREEZE NAVIGATION LIGHT         255.304 METERS 21534     |
 AU3496| AU3048 SEA BREEZE                          222.641 METERS 21639     |
 AU3496| CS7264 COCODRIE ODDECO RAD MAST                           3294251.4 |
 AU3496|---------------------------------------------------------------------|
 AU3496
 AU3496                          SUPERSEDED SURVEY CONTROL
 AU3496
 AU3496  NAD 83(1986)-  29 14 46.98231(N)    090 35 22.10835(W) AD(       ) 3
 AU3496
 AU3496.Superseded values are not recommended for survey control.
 AU3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3496.See file dsdata.txt to determine how the superseded data were derived.
 AU3496
 AU3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3426337691(NAD 83)
 AU3496_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3496_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3496_STAMPING: SEA BREEZE 2 1982
 AU3496_MARK LOGO: NGS   
 AU3496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3496+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AU3496
 AU3496  HISTORY     - Date     Condition        Report By
 AU3496  HISTORY     - 1982     MONUMENTED       NGS
 AU3496  HISTORY     - UNK      SEE DESCRIPTION
 AU3496
 AU3496                          STATION DESCRIPTION
 AU3496
 AU3496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (PCJ)
 AU3496'THE STATION IS LOCATED AT SEA BREEZE, NEAR THE MOUTH OF TERREBOONE
 AU3496'BAYOU, NORTH NORTHWEST OF THE NEW SEA BREEZE PASS NAVIGATION LIGHT AND
 AU3496'POLE TOWER, ON THE WEST SIDE OF BAYOU TERREBOONE, NORTH OF SEA BREEZE
 AU3496'PASS LEADING FROM LAKE LAGRAISSE ACROSS BAYOU TERREBOONE INTO LAKE
 AU3496'BARRE.
 AU3496' 
 AU3496'THIS STATION WAS REACHED BY BOAT.  THERE ARE SEVERAL PUBLIC BOAT
 AU3496'LANDINGS.  IT IS SUGGESTED THAT A SKILLED NATIVE BOAT PILOT ASSIST IN
 AU3496'TRAVEL TO THIS STATION BY BOAT.
 AU3496' 
 AU3496'THE STATION IS A STANDARD NGS DISK STAMPED--SEA BREEZE 2 1982--,
 AU3496'CRIMPED TO THE TOP OF A 5/8-INCH STAINLESS STEEL ROD, DRIVEN TO A
 AU3496'DEPTH OF 24 FEET, PROJECTING 16-INCHES AND ENCASED IN A 5-INCH PLASTIC
 AU3496'PIPE LOCATED 50 FT (15.2 M) W FROM THE WEST EDGE OF BAYOU TERREBONNE,
 AU3496'837.47 FT (255.262 M) NNW FROM THE SEA BREEZE PASS NAVIGATION LIGHT,
 AU3496'AND 1.5 FT (0.5 M) E FROM A 2-INCH DIAMETER PLASTIC PIPE WITNESS POST
 AU3496'WITH SIGN ATTACHED.
 AU3496' 
 AU3496'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--SEA BREEZE 2 NO 4
 AU3496'1982--, CRIMPED TO THE TOP OF A 5/8 INCH STAINLESS STEEL ROD, DRIVEN
 AU3496'TO A DEPTH OF 24 FEET, PROJECTING 16-INCHES AND ENCASED IN A 5-INCH
 AU3496'WHITE PLASTIC PIPE.  IT IS LOCATED 1 FT (0.3 M) E FROM A 2-INCH
 AU3496'DIAMETER PLASTIC PIPE WITNESS POST WITH SIGN ATTACHED.
 AU3496' 
 AU3496'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--SEA BREEZE 2 NO 5
 AU3496'1982--, CRIMPED TO THE TOP OF A 5/8 INCH STAINLESS STEEL ROD, DRIVEN
 AU3496'TO THE DEPTH OF 24 FEET, PROJECTING 16-INCHES AND ENCASED IN A 5-INCH
 AU3496'WHITE PLASTIC PIPE.  IT IS LOCATED 1 FT (0.3 M) N FROM A PLASTIC PIPE
 AU3496'WITNESS POST WITH SIGN ATTACHED.
 AU3496' 
 AU3496'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--SEA BREEZE 2 NO 6
 AU3496'1982--, CRIMPED TO THE TOP OF A 5/8 INCH STAINLESS STEEL ROD, DRIVEN
 AU3496'TO A DEPTH OF 24 FEET, PROJECTING 16-INCHES AND ENCASED IN A 5-INCH
 AU3496'WHITE PLASTIC PIPE, AT THE SOUTH SLOPE OF LEVEE AND THE SOUTH LEVEE OF
 AU3496'AN EAST-WEST CANAL AND AT THE EAST END OF CANAL.  IT IS LOCATED 20 FT
 AU3496'(6.1 M) W FROM THE SHELL BANK ALONG THE WEST SIDE OF BAYOU TERREBOONE,
 AU3496'AND 1.5 FT (0.5 M) E FROM A METAL WITNESS POST.
 AU3496
 AU3496                          STATION RECOVERY (UNK )
 AU3496
 AU3496'RECOVERED UNK
 AU3496'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3497 ***********************************************************************
 AU3497  DESIGNATION -  SEA BREEZE 2 RM 6
 AU3497  PID         -  AU3497
 AU3497  STATE/COUNTY-  LA/TERREBONNE
 AU3497  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3497
 AU3497                         *CURRENT SURVEY CONTROL
 AU3497  ___________________________________________________________________
 AU3497* NAD 83(1992)-  29 14 51.14581(N)    090 35 14.58028(W)     ADJUSTED  
 AU3497* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3497  **This station is located in a subsidence area (see below).
 AU3497  ___________________________________________________________________
 AU3497  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU3497  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AU3497
 AU3497  HORZ ORDER  -  THIRD
 AU3497
 AU3497.The horizontal coordinates were established by classical geodetic methods
 AU3497.and adjusted by the National Geodetic Survey in January 1993..
 AU3497.No horizontal observational check was made to the station.
 AU3497
 AU3497 ** The orthometric height has not been validated since last determined
 AU3497 ** by differential leveling and should not be used for control purposes.
 AU3497 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3497 ** area with valid NAVD 88 orthometric heights.
 AU3497 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3497 ** epoch indicated which incorporates improved geoid heights for the
 AU3497 ** Southern Louisiana Subsidence area.
 AU3497 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3497.The orthometric height was scaled from a topographic map.
 AU3497
 AU3497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3497
 AU3497.The geoid height was determined by GEOID03.
 AU3497
 AU3497;                    North         East     Units Scale Factor Converg.
 AU3497;SPC LA S     -    83,099.008 1,072,511.017   MT  1.00001152   +0 22 22.7
 AU3497;SPC LA S     -   272,634.00  3,518,729.89   sFT  1.00001152   +0 22 22.7
 AU3497;UTM  15      - 3,237,824.242   734,463.101   MT  1.00027839   +1 10 45.5
 AU3497
 AU3497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3497!SPC LA S     -   1.00000369  x   1.00001152  =   1.00001521
 AU3497!UTM  15      -   1.00000369  x   1.00027839  =   1.00028208
 AU3497
 AU3497                          SUPERSEDED SURVEY CONTROL
 AU3497
 AU3497  NAD 83(1986)-  29 14 51.16457(N)    090 35 14.59011(W) AD(       ) 3
 AU3497
 AU3497.Superseded values are not recommended for survey control.
 AU3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3497.See file dsdata.txt to determine how the superseded data were derived.
 AU3497
 AU3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3446337824(NAD 83)
 AU3497_MARKER: DR = REFERENCE MARK DISK
 AU3497_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3497_STAMPING: SEA BREEZE 2 NO 6 1982
 AU3497_MARK LOGO: NGS   
 AU3497_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3497+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AU3497
 AU3497  HISTORY     - Date     Condition        Report By
 AU3497  HISTORY     - 1982     MONUMENTED       NGS
 AU3497  HISTORY     - UNK      SEE DESCRIPTION
 AU3497
 AU3497                          STATION DESCRIPTION
 AU3497
 AU3497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (JEF)
 AU3497'AT SEA BREEZE, ABOUT 0.24 KM (0.15 MILE) NORTH NORTHWEST OF THE MOUTH
 AU3497'OF TERREBONNE BAYOU, THE NEW SEA BREEZE PASS NAVIGATION LIGHT AND POLE
 AU3497'TOWER, ON THE WEST SIDE OF BAYOU TERREBONNE AT THE SOUTH SLOPE OF
 AU3497'LEVEE NEAR THE EAST EDGE OF AN EAST-WEST CANAL, NORTH OF SEA BREEZE
 AU3497'PASS LEADING FROM LAKE LAGRAISSE ACROSS BAYOU TERREBONNE INTO LAKE
 AU3497'BARRE.  THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED--SEA BREEZE
 AU3497'2 NO 6 1982--, CRIMPED TO THE TOP OF A 5/8-INCH STAINLESS STEEL ROD,
 AU3497'DRIVEN TO A DEPTH OF 25 FEET, PROJECTING 16-INCHES AND ENCASED IN A
 AU3497'5-INCH PLASTIC PIPE, 6.1 M (20 FT) WEST FROM TOP OF SHELL BANK ALONG
 AU3497'THE WEST SIDE OF BAYOU TERREBONNE AND 0.5 METER (1.5 FT) EAST FROM A
 AU3497'PLASTIC PIPE WITNESS POST WITH SIGN ATTACHED, AND 240.399 METERS
 AU3497'(788.71 FT) NORTH NORTHWEST FROM TRIANGULATION STATION SEA BREEZE 2.
 AU3497' 
 AU3497'THIS STATION WAS REACHED BY BOAT.
 AU3497
 AU3497                          STATION RECOVERY (UNK )
 AU3497
 AU3497'RECOVERED UNK
 AU3497'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3044 ***********************************************************************
 AU3044  DESIGNATION -  SEA BREEZE LIGHT 1953
 AU3044  PID         -  AU3044
 AU3044  STATE/COUNTY-  LA/TERREBONNE
 AU3044  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3044
 AU3044                         *CURRENT SURVEY CONTROL
 AU3044  ___________________________________________________________________
 AU3044* NAD 83(1992)-  29 14 39.91658(N)    090 35 25.18087(W)     ADJUSTED  
 AU3044* NAVD 88     -                                                        
 AU3044  **This station is located in a subsidence area (see below).
 AU3044  ___________________________________________________________________
 AU3044  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU3044  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AU3044
 AU3044  HORZ ORDER  -  THIRD
 AU3044
 AU3044.The horizontal coordinates were established by classical geodetic methods
 AU3044.and adjusted by the National Geodetic Survey in January 1993..
 AU3044
 AU3044 ** The orthometric height has not been validated since last determined
 AU3044 ** by differential leveling and should not be used for control purposes.
 AU3044 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3044 ** area with valid NAVD 88 orthometric heights.
 AU3044 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3044 ** epoch indicated which incorporates improved geoid heights for the
 AU3044 ** Southern Louisiana Subsidence area.
 AU3044 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3044
 AU3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3044
 AU3044.The geoid height was determined by GEOID03.
 AU3044
 AU3044;                    North         East     Units Scale Factor Converg.
 AU3044;SPC LA S     -    82,751.416 1,072,227.028   MT  1.00001223   +0 22 17.4
 AU3044;SPC LA S     -   271,493.60  3,517,798.17   sFT  1.00001223   +0 22 17.4
 AU3044;UTM  15      - 3,237,472.595   734,183.957   MT  1.00027678   +1 10 39.9
 AU3044
 AU3044                          SUPERSEDED SURVEY CONTROL
 AU3044
 AU3044  NAD 83(1986)-  29 14 39.93538(N)    090 35 25.19073(W) AD(       ) 4
 AU3044  NAD 27      -  29 14 39.11400(N)    090 35 24.87000(W) AD(       ) 3
 AU3044
 AU3044.Superseded values are not recommended for survey control.
 AU3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3044.See file dsdata.txt to determine how the superseded data were derived.
 AU3044
 AU3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3418437473(NAD 83)
 AU3044_MARKER: 14 = NAVIGATION LIGHT
 AU3044
 AU3044  HISTORY     - Date     Condition        Report By
 AU3044  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU3044
 AU3044                          STATION DESCRIPTION
 AU3044
 AU3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3044'STATION IS LOCATED ON THE NW POINT OF MARSH AT THE INTERSECTION
 AU3044'OF SEABREEZE PASS AND BAYOU TERREBONNE.
 AU3044'
 AU3044'A LANTERN HANGING FROM WHITE CROSSARM ON POST 28 FEET HIGH.
 AU3044'
 AU3044'POSITION FROM AZIMUTH AND DISTANCE FROM STATION SEABREEZE 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2626 ***********************************************************************
 BK2626  DESIGNATION -  SELLERS
 BK2626  PID         -  BK2626
 BK2626  STATE/COUNTY-  LA/AVOYELLES
 BK2626  USGS QUAD   -  BUNKIE (1992)
 BK2626
 BK2626                         *CURRENT SURVEY CONTROL
 BK2626  ___________________________________________________________________
 BK2626* NAD 83(1992)-  30 54 24.06703(N)    092 09 50.57923(W)     ADJUSTED  
 BK2626* NAVD 88     -        17.8    (meters)      58.     (feet)  VERTCON   
 BK2626  ___________________________________________________________________
 BK2626  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK2626  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK2626
 BK2626  HORZ ORDER  -  SECOND
 BK2626
 BK2626.The horizontal coordinates were established by classical geodetic methods
 BK2626.and adjusted by the National Geodetic Survey in January 1993..
 BK2626
 BK2626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2626
 BK2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2626
 BK2626.The geoid height was determined by GEOID03.
 BK2626
 BK2626;                    North         East     Units Scale Factor Converg.
 BK2626;SPC LA N     -    45,142.979 1,032,118.046   MT  1.00006911   +0 10 39.4
 BK2626;SPC LA N     -   148,106.59  3,386,207.29   sFT  1.00006911   +0 10 39.4
 BK2626;UTM  15      - 3,419,559.735   579,883.828   MT  0.99967872   +0 25 45.8
 BK2626
 BK2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2626!SPC LA N     -   1.00000147  x   1.00006911  =   1.00007058
 BK2626!UTM  15      -   1.00000147  x   0.99967872  =   0.99968019
 BK2626
 BK2626|---------------------------------------------------------------------|
 BK2626| PID    Reference Object                     Distance      Geod. Az  |
 BK2626|                                                           dddmmss.s |
 BK2626| CW2314 SELLERS RM 1                         47.884 METERS 06840     |
 BK2626| CW2315 SELLERS RM 2                         37.582 METERS 32645     |
 BK2626| BK2627 BUNKIE MUN TANK                     APPROX. 5.4 KM 3423626.4 |
 BK2626| CW2313 SELLERS AZ MK                                      3424907.3 |
 BK2626|---------------------------------------------------------------------|
 BK2626
 BK2626                          SUPERSEDED SURVEY CONTROL
 BK2626
 BK2626  NAD 83(1986)-  30 54 24.08707(N)    092 09 50.57415(W) AD(       ) 2
 BK2626  NAD 27      -  30 54 23.39061(N)    092 09 50.12296(W) AD(       ) 2
 BK2626  NGVD 29 (07/19/86)   17.8    (m)           58.     (f) VERT ANG       
 BK2626
 BK2626.Superseded values are not recommended for survey control.
 BK2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2626.See file dsdata.txt to determine how the superseded data were derived.
 BK2626
 BK2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7988419560(NAD 83)
 BK2626_MARKER: DS = TRIANGULATION STATION DISK
 BK2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2626
 BK2626  HISTORY     - Date     Condition        Report By
 BK2626  HISTORY     - 1969     MONUMENTED       CGS
 BK2626
 BK2626                          STATION DESCRIPTION
 BK2626
 BK2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2626'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF EVERGREEN, 3-1/2
 BK2626'MILES SOUTH-SOUTHEAST OF BUNKIE AND 2 MILES EAST OF HOMESVILLE,
 BK2626'ON PROPERTY OWNED BY MRS. MAMIE SELLERS OF MARKSVILLE AND AT
 BK2626'THE PRESENT TIME IS LEASED TO MR. TENNIS DE SELLE OF BUNKIE.
 BK2626'
 BK2626'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 BK2626'STATE HIGHWAY 115 IN BUNKIE, GO SOUTH ON U.S. HIGHWAY 71 FOR
 BK2626'1.95 MILES TO A SIDE ROAD RIGHT (PARISH ROAD 1176), TURN RIGHT
 BK2626'AND GO SOUTH ON PARISH ROAD 1176 FOR 1.0 MILE TO THE AZIMUTH
 BK2626'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON PARISH ROAD 1176
 BK2626'FOR 0.55 MILE TO WHERE THE MAIN ROAD TURNS SHARP TO THE RIGHT,
 BK2626'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO WHERE
 BK2626'THE MAIN ROAD TURNS TO THE RIGHT, CONTINUE STRAIGHT AHEAD ON
 BK2626'TRACK ROAD AND GO EASTERLY FOR 0.05 MILE TO A BOARD GATE AND
 BK2626'A SHACK ON THE RIGHT, PASS THROUGH THE GATE AND TURN A
 BK2626'SHARP RIGHT FOR ABOUT 75 YARDS TO THE STATION IN AN OPEN
 BK2626'FIELD.
 BK2626'
 BK2626'THE STATION IS A STANDARD DISK, STAMPED SELLERS 1969, SET IN THE
 BK2626'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BK2626'GROUND.  IT IS 127 FEET SOUTH OF AN EAST-WEST FENCE, 68 FEET EAST
 BK2626'OF A NORTH-SOUTH FENCE AND 2.5 FEET EAST OF A METAL WITNESS POST.
 BK2626'
 BK2626'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SELLERS NO 1 1969,
 BK2626'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 BK2626'WITH THE GROUND.  IT IS 159 FEET NORTHEAST OF THE WITNESS POST,
 BK2626'82 FEET SOUTH-SOUTHWEST OF A FENCE CORNER AND GATE POST, 74.5
 BK2626'FEET SOUTHWEST OF THE SOUTH CORNER OF A WOOD FRAME HOUSE AND
 BK2626'69.5 FEET SOUTH OF AN EAST-WEST FENCE.
 BK2626'
 BK2626'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SELLERS NO 2 1969,
 BK2626'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, THAT IS
 BK2626'FLUSH WITH THE GROUND.  IT IS 124.5 FEET NORTH-NORTHWEST OF THE
 BK2626'WITNESS POST, 23.5 FEET SOUTH OF A FENCE CORNER, 22 FEET
 BK2626'EAST OF A GRAVELED ROAD AND 2 FEET EAST OF A FENCE.
 BK2626'
 BK2626'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SELLERS 1969, SET IN
 BK2626'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, THAT IS FLUSH
 BK2626'WITH THE GROUND.  IT IS 30 FEET WEST OF THE CENTER OF PARISH
 BK2626'ROAD 1176, 17 FEET NORTH OF A GRAVELED ROAD, 2.3 FEET SOUTH
 BK2626'OF A WITNESS POST AND 2 FEET NORTHEAST OF A FENCE CORNER.
 BK2626'
 BK2626'HEIGHT OF LIGHT ABOVE STATION MARK 31.00 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0791 ***********************************************************************
 AV0791  DESIGNATION -  SELLS
 AV0791  PID         -  AV0791
 AV0791  STATE/COUNTY-  LA/CAMERON
 AV0791  USGS QUAD   -  GRAND BAYOU (1982)
 AV0791
 AV0791                         *CURRENT SURVEY CONTROL
 AV0791  ___________________________________________________________________
 AV0791* NAD 83(1992)-  29 47 07.65936(N)    093 11 28.10381(W)     ADJUSTED  
 AV0791* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0791  **This station is located in a subsidence area (see below).
 AV0791  ___________________________________________________________________
 AV0791  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AV0791  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AV0791
 AV0791  HORZ ORDER  -  SECOND
 AV0791
 AV0791.The horizontal coordinates were established by classical geodetic methods
 AV0791.and adjusted by the National Geodetic Survey in January 1993..
 AV0791
 AV0791 ** The orthometric height has not been validated since last determined
 AV0791 ** by differential leveling and should not be used for control purposes.
 AV0791 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0791 ** area with valid NAVD 88 orthometric heights.
 AV0791 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0791 ** epoch indicated which incorporates improved geoid heights for the
 AV0791 ** Southern Louisiana Subsidence area.
 AV0791 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0791.The orthometric height was scaled from a topographic map.
 AV0791
 AV0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0791
 AV0791.The geoid height was determined by GEOID03.
 AV0791
 AV0791;                    North         East     Units Scale Factor Converg.
 AV0791;SPC LA S     -   143,942.414   820,382.788   MT  0.99993277   -0 55 44.1
 AV0791;SPC LA S     -   472,251.07  2,691,539.20   sFT  0.99993277   -0 55 44.1
 AV0791;UTM  15      - 3,295,028.381   481,525.453   MT  0.99960421   -0 05 41.8
 AV0791
 AV0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0791!SPC LA S     -   1.00000387  x   0.99993277  =   0.99993664
 AV0791!UTM  15      -   1.00000387  x   0.99960421  =   0.99960808
 AV0791
 AV0791:                Primary Azimuth Mark                     Grid Az
 AV0791:SPC LA S     -  CREOLE CATHOLIC CHURCH                   051 55 54.3
 AV0791:UTM  15      -  CREOLE CATHOLIC CHURCH                   051 05 52.0
 AV0791
 AV0791|---------------------------------------------------------------------|
 AV0791| PID    Reference Object                     Distance      Geod. Az  |
 AV0791|                                                           dddmmss.s |
 AV0791| AV0786 CREOLE CATHOLIC CHURCH              APPROX. 4.0 KM 0510010.2 |
 AV0791| CV9376 SELLS RM 1                           35.204 METERS 07145     |
 AV0791| AV0790 SELLS 2                              29.658 METERS 11104     |
 AV0791| CV9377 SELLS RM 2                           50.740 METERS 15321     |
 AV0791| CV9378 SELLS RM 3                           19.760 METERS 20528     |
 AV0791| AV0820 CAMERON RADIO STA KKD 814 MAST      APPROX.10.4 KM 2713107.7 |
 AV0791| AV0824 CAMERON J WELL SURVEY INC MAST      APPROX.10.5 KM 2730526.7 |
 AV0791| AV0813 CAMERON INDEP TELEPHONE CO MST      APPROX.10.6 KM 2733555.8 |
 AV0791| CV9374 SELLS AZ MK                                        2902037.0 |
 AV0791| CV9375 SELLS AZ MK RESET                                  2910426.5 |
 AV0791|---------------------------------------------------------------------|
 AV0791
 AV0791                          SUPERSEDED SURVEY CONTROL
 AV0791
 AV0791  NAD 83(1986)-  29 47 07.68471(N)    093 11 28.08589(W) AD(       ) 2
 AV0791  NAD 27      -  29 47 06.88350(N)    093 11 27.54040(W) AD(       ) 2
 AV0791
 AV0791.Superseded values are not recommended for survey control.
 AV0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0791.See file dsdata.txt to determine how the superseded data were derived.
 AV0791
 AV0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8152595028(NAD 83)
 AV0791_MARKER: DS = TRIANGULATION STATION DISK
 AV0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0791
 AV0791  HISTORY     - Date     Condition        Report By
 AV0791  HISTORY     - 1955     MONUMENTED       CGS
 AV0791  HISTORY     - 1962     GOOD             CGS
 AV0791  HISTORY     - 1963     GOOD             CGS
 AV0791  HISTORY     - 1963     GOOD             CGS
 AV0791  HISTORY     - 1964     POOR             CGS
 AV0791
 AV0791                          STATION DESCRIPTION
 AV0791
 AV0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0791'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF CAMERON, ABOUT
 AV0791'4.5 MILES WEST OF OAK GROVE, ABOUT 150 YARDS SOUTHEAST OF
 AV0791'A FARM HOUSE, 61 FEET NORTH OF A POWER LINE, 46 FEET SOUTH
 AV0791'OF A SHELL ROAD AND 35 FEET SOUTHEAST OF A FENCE CORNER.
 AV0791'
 AV0791'TO REACH FROM THE POST OFFICE AT CAMERON.  GO EASTERLY, ON
 AV0791'STATE HIGHWAY NUMBER 42 FOR 5.5 MILES.  CONTINUE STRAIGHT
 AV0791'AHEAD, ONTO A SHELL ROAD, AND GO EAST, THEN SOUTH AND EAST
 AV0791'ON THE SHELL ROAD FOR 2.9 MILES TO THE STATION ON THE RIGHT
 AV0791'HAND SIDE OF THE ROAD.
 AV0791'
 AV0791'THE STATION IS A STANDARD DISK, STAMPED SELLS 1955, SET
 AV0791'IN THE TOP OF A SQUARE CONCRETE POST WHICH LIES ABOUT 2
 AV0791'INCHES BELOW THE SURFACE OF THE SOIL.
 AV0791'
 AV0791'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED SELLS
 AV0791'1955, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
 AV0791'IS LOCATED ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 AV0791'
 AV0791'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SELLS
 AV0791'NO 1 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 AV0791'PROJECTS 8 INCHES.  IT IS LOCATED 90 FEET NORTH OF A POWER
 AV0791'LINE POLE, 23 FEET SOUTH OF THE CENTER OF A SHELL ROAD AND
 AV0791'JUST SOUTH OF AN EAST-WEST FENCE.
 AV0791'
 AV0791'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SELLS
 AV0791'NO 2 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 AV0791'PROJECTS 4 INCHES.  IT IS LOCATED ON THE CREST OF A DRAINAGE
 AV0791'LEVEE, 94 FEET SOUTH OF A POWER LINE AND 28 FEET EAST OF
 AV0791'A SMALL CANAL.
 AV0791'
 AV0791'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SELLS 1955,
 AV0791'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 AV0791'10 INCHES.  IT IS LOCATED ABOUT 0.6 MILE WEST NORTHWEST
 AV0791'OF THE STATION, 20 FEET EAST OF THE CENTER OF A SHELL ROAD,
 AV0791'12 FEET WEST OF A WIRE FENCE, 5 FEET SOUTH OF A WITNESS POST
 AV0791'AND JUST WEST OF SHALLOW DITCH.  TO REACH FROM THE STATION.
 AV0791'GO WEST ON THE SHELL ROAD FOR 0.5 MILE.  TURN RIGHT AND
 AV0791'GO NORTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT HAND
 AV0791'SIDE OF THE ROAD.
 AV0791
 AV0791                          STATION RECOVERY (1962)
 AV0791
 AV0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 AV0791'THE STATION WAS VISITED 10-2-62 AND ALL MARKS WERE FOUND
 AV0791'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AV0791'
 AV0791'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF OAK GROVE,
 AV0791'7.5 MILES EAST OF CAMERON, 1 MILE NORTH OF THE GULF OF MEXICO,
 AV0791'ABOUT 150 YARDS SOUTHEAST OF A FARM HOUSE, ON THE SOUTH SIDE
 AV0791'OF A SHELL ROAD RUNNING BETWEEN CAMERON AND OAK GROVE, AND
 AV0791'ON PROPERTY OWNED BY MRS. GRACIE SELLS.  IT IS 43 FEET SOUTH
 AV0791'OF THE CENTER OF THE HIGHWAY AT A POINT OPPOSITE THE CENTER
 AV0791'OF THE WEST CURVE OF AN S CURVE IN THE ROAD, 36 FEET SOUTH
 AV0791'OF A FENCE CORNER, 45 FEET WEST-SOUTHWEST OF A HIGH PRESSURE
 AV0791'PIPE LINE SIGN AT THE SOUTH SIDE OF THE ROAD, 75.5 FEET
 AV0791'NORTH OF THE NORTH END OF A CONCRETE TROUGHT WITH A PUMP
 AV0791'ON THE SOUTH END, THE STATION MARK IS STAMPED SELLS 1955,
 AV0791'FLUSH WITH THE SURFACE OF THE GROUND.
 AV0791'
 AV0791'REFERENCE MARK NO. 1 IS 115.55 FEET NORTHEAST OF THE STATION,
 AV0791'21 FEET SOUTH OF THE CENTERLINE OF THE SHELL ROAD, 1 FOOT
 AV0791'NORTH OF A FENCE LINE, 141 FEET EAST OF A FENCE CORNER, 45
 AV0791'FEET EAST-SOUTHEAST OF THE PIPE LINE SIGN.  IT IS A STANDARD
 AV0791'DISK, STAMPED SELLS NO 1 1955, FLUSH WITH THE GROUND.
 AV0791'
 AV0791'REFERENCE MARK NO. 2 IS 166.51 FEET SOUTHEAST OF THE STATION,
 AV0791'23 FEET EAST OF THE EAST EDGE OF THE CANAL, 92.5 FEET SOUTHEAST
 AV0791'OF A POWER POLE WITH AN INSULATION BRACKET BUT NO WIRES,
 AV0791'210 FEET SOUTH OF THE CENTER OF THE ROAD.  IT IS A STANDARD
 AV0791'DISK STAMPED, SELLS NO 2 1955, PROJECTING 2 INCHES.
 AV0791'NOTE--DISK IS BATTERED ON TOP BUT OTHERWISE IN GOOD CONDITION.
 AV0791'
 AV0791'THE AZIMUTH MARK IS 0.6 MILE WEST-NORTHWEST OF THE STATION,
 AV0791'22 FEET EAST OF THE CENTER OF A SHELL ROAD, 44 FEET SOUTH
 AV0791'OF THE CENTER OF A GATE AND ENTRANCE TO A PASTURE, 65 FEET
 AV0791'WEST OF A POINT WHICH IS 30 FEET SOUTH OF THE CENTER OF THE
 AV0791'WEST SIDE OF A POND, 11 FEET WEST OF A FENCE LINE, 25 FEET
 AV0791'NORTH OF A GROUP OF WILLOW TREES OPPOSITE A BOARD GATE WEST
 AV0791'OF THE ROAD, ON THE WEST EDGE OF A DITCH AND 5 FEET SOUTH
 AV0791'OF A WHITE WOODEN WITNESS POST.  IT IS A STANDARD DISK,
 AV0791'STAMPED SELLS 1955.
 AV0791'
 AV0791'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON SHELL
 AV0791'ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 AV0791'NORTH FOR 0.2 MILE TO THE MARK ON THE RIGHT BETWEEN THE
 AV0791'ROAD AND THE FENCE LINE AT A POND.
 AV0791'
 AV0791'TO REACH THE STATION FROM THE POST OFFICE AT CAMERON, GO
 AV0791'EAST ON STATE HIGHWAY 82 FOR 5.5 MILES TO A FORK, TAKE RIGHT
 AV0791'FORK AND FOLLOW SHELL ROAD EAST FOR 2.9 MILES TO THE STATION
 AV0791'ON THE RIGHT AT A JOG IN THE ROAD.
 AV0791
 AV0791                          STATION RECOVERY (1963)
 AV0791
 AV0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0791'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 AV0791'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AV0791'REFERENCE MARK NO. 1 WILL BE DESTROYED IN THE NEAR FUTURE
 AV0791'BY ROAD CONSTRUCTION.  REFERENCE MARK NO 3 WAS SET AT THIS
 AV0791'TIME.
 AV0791'
 AV0791'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED SELLS NO 3
 AV0791'1955, SET IN THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 AV0791'PROJECTING 6 INCHES FROM THE GROUND SURFACE.  IT IS 1.1
 AV0791'FEET EAST OF A NORTH SOUTH FENCE LINE.  79.5 FEET SOUTH OF
 AV0791'A FENCE CORNER.  91.0 FEET SOUTH OF A SHELL ROAD.
 AV0791'
 AV0791'THE TO REACH THE STATION AND AZIMUTH IS ADEQUATE.
 AV0791'
 AV0791'HEIGHT OF LIGHT ABOVE STATION MARK 22.30 METERS.
 AV0791
 AV0791                          STATION RECOVERY (1963)
 AV0791
 AV0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0791'THE STATION AND REFERENCE MARKS NO. 1, 2 AND 3 WERE RECOVERED
 AV0791'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED
 AV0791'BUT IT HAD BEEN RECENTLY PULLED OUT OF THE GROUND BY ROAD
 AV0791'MACHINERY, THE MONUMENT WAS RESET NEAR ITS ORIGINAL POSITION AT
 AV0791'THIS TIME.
 AV0791'
 AV0791'THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE, A DESCRIPTION
 AV0791'OF THE AZIMUTH MARK FOLLOWS--IT IS 35-1/2 FEET EAST OF THE
 AV0791'CENTER OF A GRAVEL ROAD, 75 FEET WEST OF THE WEST EDGE OF
 AV0791'A POND, 3-1/2 FEET NORTHEAST OF A FENCE POST WITH A METAL
 AV0791'WITNESS SIGN ATTACHED, 3-1/2 FEET SOUTHEAST OF A GATE POST
 AV0791'AND 3 FEET EAST OF A FENCE LINE.  THE MARK IS A STANDARD
 AV0791'DISK, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 8-INCHES
 AV0791'AND IS STAMPED SELLS 1955 RESET 1963.
 AV0791'
 AV0791'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 AV0791'GRAVEL ROAD FOR 0.5 MILE TO A GRAVEL ROAD ON THE RIGHT.  TURN
 AV0791'RIGHT AND GO NORTH FOR 0.15 MILE TO A POND AND MARK ON THE
 AV0791'RIGHT.
 AV0791'
 AV0791'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 AV0791
 AV0791                          STATION RECOVERY (1964)
 AV0791
 AV0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 AV0791'THE STATION WAS VISITED 3-17-64 AND THE STATION MARK WAS
 AV0791'FOUND DISTURBED.  THE SUB-SURFACE MARK WAS FOUND IN GOOD
 AV0791'CONDITION.  THE AZIMUTH RESET IN 1963 WAS FOUND IN GOOD
 AV0791'CONDITION AS WELL AS REFERENCE MARKS NOS 1, 2 AND 3.  IT
 AV0791'WAS REQUESTED THAT THE STATION MARK AND REFERENCE MARK NO.
 AV0791'1 WERE MOVED AT THIS DATE.  THIS WAS DONE BY ESTABLISHING
 AV0791'A NEW STATION SELLS 2 1964, EAST-SOUTHEAST OF THE STATION
 AV0791'97.30 FEET, IN LINE WITH AND AWAY FROM THE STATION AND THE
 AV0791'AZIMUTH MARK.  THE DISK FOR REFERENCE MARK NO. 1 WAS
 AV0791'RECLAIMED.  REFERENCE MARK NO. 2 AND NO. 3 AND THE AZIMUTH MARK
 AV0791'WERE USED FOR THE NEW STATION.  THE UNDERGROUND MARK
 AV0791'WAS LEFT INTACT, BUT WILL BE UNDER THE HIGHWAY ABOUT
 AV0791'THE CENTERLINE.
 AV0791'
 AV0791'SEE DESCRIPTION FOR SELLS 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0790 ***********************************************************************
 AV0790  DESIGNATION -  SELLS 2
 AV0790  PID         -  AV0790
 AV0790  STATE/COUNTY-  LA/CAMERON
 AV0790  USGS QUAD   -  GRAND BAYOU (1982)
 AV0790
 AV0790                         *CURRENT SURVEY CONTROL
 AV0790  ___________________________________________________________________
 AV0790* NAD 83(1992)-  29 47 07.31302(N)    093 11 27.07345(W)     ADJUSTED  
 AV0790* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0790  **This station is located in a subsidence area (see below).
 AV0790  ___________________________________________________________________
 AV0790  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AV0790  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AV0790
 AV0790  HORZ ORDER  -  THIRD
 AV0790
 AV0790.The horizontal coordinates were established by classical geodetic methods
 AV0790.and adjusted by the National Geodetic Survey in January 1993..
 AV0790.No horizontal observational check was made to the station.
 AV0790
 AV0790 ** The orthometric height has not been validated since last determined
 AV0790 ** by differential leveling and should not be used for control purposes.
 AV0790 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0790 ** area with valid NAVD 88 orthometric heights.
 AV0790 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0790 ** epoch indicated which incorporates improved geoid heights for the
 AV0790 ** Southern Louisiana Subsidence area.
 AV0790 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0790.The orthometric height was scaled from a topographic map.
 AV0790
 AV0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0790
 AV0790.The geoid height was determined by GEOID03.
 AV0790
 AV0790;                    North         East     Units Scale Factor Converg.
 AV0790;SPC LA S     -   143,931.303   820,410.284   MT  0.99993277   -0 55 43.6
 AV0790;SPC LA S     -   472,214.62  2,691,629.41   sFT  0.99993277   -0 55 43.6
 AV0790;UTM  15      - 3,295,017.675   481,553.099   MT  0.99960420   -0 05 41.3
 AV0790
 AV0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0790!SPC LA S     -   1.00000403  x   0.99993277  =   0.99993680
 AV0790!UTM  15      -   1.00000403  x   0.99960420  =   0.99960823
 AV0790
 AV0790|---------------------------------------------------------------------|
 AV0790| PID    Reference Object                     Distance      Geod. Az  |
 AV0790|                                                           dddmmss.s |
 AV0790| CV9377 SELLS RM 2                           35.022 METERS 18804     |
 AV0790| CV9378 SELLS RM 3                           36.875 METERS 25847     |
 AV0790| AV0791 SELLS                                29.658 METERS 29104     |
 AV0790| CV9375 SELLS AZ MK RESET                                  2910423.2 |
 AV0790|---------------------------------------------------------------------|
 AV0790
 AV0790                          SUPERSEDED SURVEY CONTROL
 AV0790
 AV0790  NAD 83(1986)-  29 47 07.33837(N)    093 11 27.05554(W) AD(       ) 3
 AV0790  NAD 27      -  29 47 06.53720(N)    093 11 26.51010(W) AD(       ) 3
 AV0790
 AV0790.Superseded values are not recommended for survey control.
 AV0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0790.See file dsdata.txt to determine how the superseded data were derived.
 AV0790
 AV0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8155395018(NAD 83)
 AV0790_MARKER: DS = TRIANGULATION STATION DISK
 AV0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0790
 AV0790  HISTORY     - Date     Condition        Report By
 AV0790  HISTORY     - 1964     MONUMENTED       CGS
 AV0790
 AV0790                          STATION DESCRIPTION
 AV0790
 AV0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AKH)
 AV0790'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF CAMERON, AND
 AV0790'ABOUT 4.5 MILES WEST OF OAK GROVE, ON THE SOUTH SIDE OF
 AV0790'AN EAST-WEST ROAD AND ON PROPERTY OWNED BY MRS SELLS WHO
 AV0790'LIVES ABOUT 3.5 MILES WEST OF THE STATION IT IS 50 FEET
 AV0790'WEST-SOUTHWEST OF THE SOUTH END OF A METAL CULVERT, 121
 AV0790'FEET EAST OF A T FENCE CORNER, 46 FEET SOUTH OF THE CENTERLINE
 AV0790'OF THE HIGHWAY 29 FEET EAST OF THE EAST END OF A METAL GATE,
 AV0790'6 FEET SOUTH OF A FENCE LINE, 20 FEET NORTH OF AN EAST-WEST
 AV0790'ROW OF POWER POLWS, AND 92 FEET EAST-NORTH EAST OF THE
 AV0790'NORTHEAST CORNER OF A CONCRETE WATER TANK FOR CATTLE.  IT IS A
 AV0790'STANDARD DISK, STAMPED SELLS 2 1964, PROJECTING 6 INCHES.
 AV0790'
 AV0790'REFERENCE MARK NO. 2 IS 114.90 FEET SOUTH OF THE STATION,
 AV0790'119 FEET SOUTH OF A FENCE LINE AND A METAL GATE, 99 FEET
 AV0790'SOUTHEAST OF THE NORTHEAST CORNER OF A CONCRETE WATER TANK,
 AV0790'23 FEET EAST OF A BAYOU AND 2 FEET SOUTH OF A METAL WITNESS
 AV0790'POST.  IT IS A STANDARD DISK, STAMPED SELLS NO 2 1955, FLUSH
 AV0790'WITH THE GROUND.
 AV0790'
 AV0790'REFERENCE MARK NO. 3 IS 120.98 FEET WEST OF THE STATION,
 AV0790'19 FEET SOUTH OF A T FENCE CORNER, 59 FEET SOUTH OF THE
 AV0790'CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A NORTH-SOUTH FENCE
 AV0790'LINE, 57 FEET NORTH OF A POWER POLE FOR POWER LINE FOR THE
 AV0790'WELL, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 AV0790'WATER TANK.  IT IS A STANDARD DISK, STAMPED SELL S NO 3
 AV0790'1955, PROJECTING 6 INCHES.
 AV0790'
 AV0790'THE AZIMUTH MARK IS 0.6 MILE WEST-NORTHWEST OF THE STATION,
 AV0790'36 FEET EAST OF THE CENTER OF A SHELL ROAD, 70 FEET WEST
 AV0790'OF THE EDGE OF A POND, AND 3 FEET EAST OF A FENCE LINE AND
 AV0790'FENCE POST WITH A METAL WITNESS SIGN.  IT IS A STANDARD
 AV0790'DISK, STAMPED SELLS 1955 RESET 1963, PROJECTING 6 INCHES.
 AV0790'
 AV0790'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON BLACK
 AV0790'TOP ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 AV0790'GO NORTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AV0790'
 AV0790'TO REACH THE STATION FROM THE POST OFFICE IN CAMERON, GO EAST
 AV0790'ON MAIN HIGHWAY FOR 5.9 MILES TO A FORK, TAKE RIGHT FORK
 AV0790'AND GO EAST FOR 3.25 MILES TO THE STATION ON THE RIGHT AT
 AV0790'A CONCRETE WATER TANK IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2563 ***********************************************************************
 BX2563  DESIGNATION -  SELMA
 BX2563  PID         -  BX2563
 BX2563  STATE/COUNTY-  LA/GRANT
 BX2563  USGS QUAD   -  MUDVILLE (1985)
 BX2563
 BX2563                         *CURRENT SURVEY CONTROL
 BX2563  ___________________________________________________________________
 BX2563* NAD 83(1992)-  31 40 57.93274(N)    092 25 58.94432(W)     ADJUSTED  
 BX2563* NAVD 88     -        24.08   (+/-2cm)      79.0    (feet)  VERTCON   
 BX2563  ___________________________________________________________________
 BX2563  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BX2563  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BX2563
 BX2563  HORZ ORDER  -  FIRST
 BX2563  VERT ORDER  -  THIRD ? (See Below)
 BX2563
 BX2563.The horizontal coordinates were established by classical geodetic methods
 BX2563.and adjusted by the National Geodetic Survey in January 1993..
 BX2563
 BX2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2563.The vertical order pertains to the NGVD 29 superseded value.
 BX2563
 BX2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2563
 BX2563.The geoid height was determined by GEOID03.
 BX2563
 BX2563;                    North         East     Units Scale Factor Converg.
 BX2563;SPC LA N     -   131,140.357 1,006,348.452   MT  0.99992310   +0 02 07.4
 BX2563;SPC LA N     -   430,249.65  3,301,661.55   sFT  0.99992310   +0 02 07.4
 BX2563;UTM  15      - 3,505,412.453   553,736.356   MT  0.99963561   +0 17 52.0
 BX2563
 BX2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2563!SPC LA N     -   1.00000027  x   0.99992310  =   0.99992337
 BX2563!UTM  15      -   1.00000027  x   0.99963561  =   0.99963588
 BX2563
 BX2563:                Primary Azimuth Mark                     Grid Az
 BX2563:SPC LA N     -  ROCHELLE GRANT TIMBER CO TANK            026 41 26.1
 BX2563:UTM  15      -  ROCHELLE GRANT TIMBER CO TANK            026 25 41.5
 BX2563
 BX2563|---------------------------------------------------------------------|
 BX2563| PID    Reference Object                     Distance      Geod. Az  |
 BX2563|                                                           dddmmss.s |
 BX2563| BX2567 ROCHELLE GRANT TIMBER CO TANK       APPROX.12.4 KM 0264333.5 |
 BX2563| BX2565 ROCHELLE TREMONT LUMBR TALL TK      APPROX.13.6 KM 0274710.3 |
 BX2563| CY5489 SELMA AZ MK                                        0440850.2 |
 BX2563| CY5490 SELMA RM 1                           61.555 METERS 14210     |
 BX2563| CY5491 SELMA RM 2                           57.600 METERS 22458     |
 BX2563| BX2752 NORTH FEDERAL FIRE TOWER            APPROX. 9.4 KM 2343558.1 |
 BX2563|---------------------------------------------------------------------|
 BX2563
 BX2563                          SUPERSEDED SURVEY CONTROL
 BX2563
 BX2563  NAD 83(1986)-  31 40 57.94921(N)    092 25 58.93803(W) AD(       ) 1
 BX2563  NAD 27      -  31 40 57.33000(N)    092 25 58.43700(W) AD(       ) 1
 BX2563  NGVD 29 (07/19/86)   24.08   (m)           79.0    (f) LEVELING    3  
 BX2563
 BX2563.Superseded values are not recommended for survey control.
 BX2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2563.See file dsdata.txt to determine how the superseded data were derived.
 BX2563
 BX2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR5373605412(NAD 83)
 BX2563_MARKER: DS = TRIANGULATION STATION DISK
 BX2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2563
 BX2563  HISTORY     - Date     Condition        Report By
 BX2563  HISTORY     - 1934     MONUMENTED       CGS
 BX2563  HISTORY     - 1936     GOOD             LAGS
 BX2563
 BX2563                          STATION DESCRIPTION
 BX2563
 BX2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2563'STATION IS LOCATED ABOUT 4-1/2 MILES SW OF SELMA, 1-3/4
 BX2563'MILES N OF BREEZY HILL IN SE 1/4 SEC. 11, T 8 N, R 1 W.
 BX2563'STATION MARK IS ON TOP OF HILL 40 YARDS W OF SECTION LINE
 BX2563'AND 100 YARDS S OF DIRT WOOD ROAD.
 BX2563'
 BX2563'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2563'BRONZE DISKS SET IN CONCRETE.
 BX2563'
 BX2563'REFERENCE MARK NO. 1 IS SE OF STATION 61.555 METERS (201.95
 BX2563'FEET).
 BX2563'
 BX2563'REFERENCE MARK NO. 2 IS SW OF STATION 57.600 METERS (188.98
 BX2563'FEET).
 BX2563'
 BX2563'AZIMUTH MARK IS NE OF STATION 0.4 MILE ON TOP OF LOW HILL
 BX2563'200 YARDS N OF DIRT WOOD ROAD.
 BX2563'
 BX2563'REACHED FROM ALEXANDRIA BY GOING N ON U.S. HIGHWAY 165 FROM
 BX2563'BRIDGE OVER RED RIVER FOR 28.3 MILES TO A DIRT ROAD LEADING
 BX2563'W.  TURN W ON THIS ROAD AND GO 0.85 MILE KEEPING RIGHT FORK
 BX2563'AT 0.35 MILE, TURN S HERE AND GO 100 YARDS UPHILL TO STATION.
 BX2563'
 BX2563'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BX2563
 BX2563                          STATION RECOVERY (1936)
 BX2563
 BX2563'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2563'NO CHANGES IN PUBLISHED DESCRIPTION NEEDED.  STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0005 ***********************************************************************
 CQ0005  DESIGNATION -  SELMAN FIELD
 CQ0005  PID         -  CQ0005
 CQ0005  STATE/COUNTY-  LA/OUACHITA
 CQ0005  USGS QUAD   -  MONROE NORTH (1994)
 CQ0005
 CQ0005                         *CURRENT SURVEY CONTROL
 CQ0005  ___________________________________________________________________
 CQ0005* NAD 83(1986)-  32 30 53.     (N)    092 02 22.     (W)     SCALED    
 CQ0005* NAVD 88     -        24.024  (meters)      78.82   (feet)  ADJUSTED  
 CQ0005  ___________________________________________________________________
 CQ0005  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0005  DYNAMIC HT  -          23.997 (meters)      78.73  (feet)  COMP
 CQ0005  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CQ0005
 CQ0005  VERT ORDER  -  FIRST     CLASS I
 CQ0005
 CQ0005.The horizontal coordinates were scaled from a topographic map and have
 CQ0005.an estimated accuracy of +/- 6 seconds.
 CQ0005
 CQ0005.The orthometric height was determined by differential leveling
 CQ0005.and adjusted by the National Geodetic Survey in June 1991..
 CQ0005
 CQ0005.The geoid height was determined by GEOID03.
 CQ0005
 CQ0005.The dynamic height is computed by dividing the NAVD 88
 CQ0005.geopotential number by the normal gravity value computed on the
 CQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0005.degrees latitude (g = 980.6199 gals.).
 CQ0005
 CQ0005.The modeled gravity was interpolated from observed gravity values.
 CQ0005
 CQ0005;                    North         East    Units  Estimated Accuracy
 CQ0005;SPC LA N     -   223,480.    1,043,270.      MT  (+/- 180 meters Scaled)
 CQ0005
 CQ0005                          SUPERSEDED SURVEY CONTROL
 CQ0005
 CQ0005  NGVD 29 (??/??/??)   24.067  (m)           78.96   (f) ADJUSTED    1 1
 CQ0005
 CQ0005.Superseded values are not recommended for survey control.
 CQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0005.See file dsdata.txt to determine how the superseded data were derived.
 CQ0005
 CQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR902978(NAD 83)
 CQ0005_MARKER: Q = CHISELED SQUARE
 CQ0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0005_SP_SET: RUNWAY
 CQ0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0005
 CQ0005  HISTORY     - Date     Condition        Report By
 CQ0005  HISTORY     - UNK      MONUMENTED       CGS
 CQ0005  HISTORY     - 1966     GOOD             CGS
 CQ0005  HISTORY     - 1969     GOOD             CGS
 CQ0005  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0005
 CQ0005                          STATION DESCRIPTION
 CQ0005
 CQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0005'4.9 MI E FROM MONROE.
 CQ0005'3.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CQ0005'MONROE, THENCE 0.8 MILE NORTH ALONG A PAVED STREET, THENCE 0.7 MILE
 CQ0005'EAST ALONG AN ACCESS ROAD TO THE MONROE MUNICIPAL AIRPORT WHICH WAS
 CQ0005'FORMERLY SELMAN FIELD, IN SECTION 27, T 18 N, R 4 E, ABOUT 0.5 MILE
 CQ0005'NORTH OF THE CONTROL TOWER, ABOUT 0.3 MILE NORTHEAST OF THE NEW
 CQ0005'ADMINISTRATION BUILDING FOR THE AIRPORT, ABOUT 400 FEET SOUTH OF THE
 CQ0005'NORTH END OF THE RUNWAY 17, A CHISELED SQUARE AT THE CENTER OF THE
 CQ0005'INTERSECTION OF RUNWAYS 17 AND 13, AND ABOUT LEVEL WITH THE RUNWAYS.
 CQ0005
 CQ0005                          STATION RECOVERY (1969)
 CQ0005
 CQ0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0005'RECOVERED IN GOOD CONDITION.
 CQ0005
 CQ0005                          STATION RECOVERY (1990)
 CQ0005
 CQ0005'RECOVERY NOTE BY US POWER SQUADRON 1990 (DBA)
 CQ0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2823 ***********************************************************************
 AU2823  DESIGNATION -  SER 1934
 AU2823  PID         -  AU2823
 AU2823  STATE/COUNTY-  LA/JEFFERSON
 AU2823  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2823
 AU2823                         *CURRENT SURVEY CONTROL
 AU2823  ___________________________________________________________________
 AU2823* NAD 83(1992)-  29 30 27.91475(N)    090 07 18.26520(W)     ADJUSTED  
 AU2823* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2823  **This station is located in a subsidence area (see below).
 AU2823  ___________________________________________________________________
 AU2823  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AU2823  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AU2823
 AU2823  HORZ ORDER  -  THIRD
 AU2823
 AU2823.The horizontal coordinates were established by classical geodetic methods
 AU2823.and adjusted by the National Geodetic Survey in January 1993..
 AU2823
 AU2823 ** The orthometric height has not been validated since last determined
 AU2823 ** by differential leveling and should not be used for control purposes.
 AU2823 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2823 ** area with valid NAVD 88 orthometric heights.
 AU2823 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2823 ** epoch indicated which incorporates improved geoid heights for the
 AU2823 ** Southern Louisiana Subsidence area.
 AU2823 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2823.The orthometric height was scaled from a topographic map.
 AU2823
 AU2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2823
 AU2823.The geoid height was determined by GEOID03.
 AU2823
 AU2823;                    North         East     Units Scale Factor Converg.
 AU2823;SPC LA S     -   112,326.194 1,117,468.131   MT  0.99996253   +0 36 20.9
 AU2823;SPC LA S     -   368,523.52  3,666,226.69   sFT  0.99996253   +0 36 20.9
 AU2823;UTM  15      - 3,267,696.303   779,022.106   MT  1.00056074   +1 25 06.9
 AU2823
 AU2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2823!SPC LA S     -   1.00000390  x   0.99996253  =   0.99996643
 AU2823!UTM  15      -   1.00000390  x   1.00056074  =   1.00056464
 AU2823
 AU2823                          SUPERSEDED SURVEY CONTROL
 AU2823
 AU2823  NAD 83(1986)-  29 30 27.92978(N)    090 07 18.27118(W) AD(       ) 3
 AU2823  NAD 27      -  29 30 27.14700(N)    090 07 18.00200(W) AD(       ) 3
 AU2823
 AU2823.Superseded values are not recommended for survey control.
 AU2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2823.See file dsdata.txt to determine how the superseded data were derived.
 AU2823
 AU2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7902267696(NAD 83)
 AU2823_MARKER: DD = SURVEY DISK
 AU2823_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2823_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2823
 AU2823  HISTORY     - Date     Condition        Report By
 AU2823  HISTORY     - 1934     MONUMENTED       CGS
 AU2823  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2823  HISTORY     - 1952     MARK NOT FOUND   HUMBLE
 AU2823
 AU2823                          STATION DESCRIPTION
 AU2823
 AU2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2823'STATION IS SITUATED ON A POINT ON THE E SIDE OF LITTLE LAKE
 AU2823'AND THE S SIDE OF BAYOU ST. DENIS.  THE STATION IS ABOUT 100
 AU2823'METERS FROM THE END OF THE POINT WHICH RUNS INTO THE NW AND IS
 AU2823'15 METERS FROM THE HIGH-WATER MARK OF LITTLE LAKE.
 AU2823'
 AU2823'STATION MARK IS A STANDARD HYDROGRAPHIC DISK SET IN CONCRETE
 AU2823'AT THE TOP OF A TILE, WHICH IS FASTENED BY MEANS OF CONCRETE
 AU2823'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2823
 AU2823                          STATION RECOVERY (1952)
 AU2823
 AU2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2823'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE STATION
 AU2823'IS PROBABLY LOST AS THERE IS EVIDENCE OF CONSIDERABLE EROSION
 AU2823'OF THE SHORELINE AT THE SITE.
 AU2823
 AU2823                          STATION RECOVERY (1952)
 AU2823
 AU2823'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1952
 AU2823'STATION WAS NOT FOUND AFTER A THOROUGH SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2378 ***********************************************************************
 BK2378  DESIGNATION -  SERPENT
 BK2378  PID         -  BK2378
 BK2378  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2378  USGS QUAD   -  KINDER (1994)
 BK2378
 BK2378                         *CURRENT SURVEY CONTROL
 BK2378  ___________________________________________________________________
 BK2378* NAD 83(1992)-  30 25 21.92145(N)    092 46 27.32055(W)     ADJUSTED  
 BK2378* NAVD 88     -        14.   **(meters)      46.   **(feet)  SCALED    
 BK2378  **This station is located in a subsidence area (see below).
 BK2378  ___________________________________________________________________
 BK2378  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BK2378  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK2378  DYNAMIC HT  -          14.1   (meters)      46.    (feet)  COMP
 BK2378  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BK2378
 BK2378  HORZ ORDER  -  FIRST
 BK2378
 BK2378.The horizontal coordinates were established by classical geodetic methods
 BK2378.and adjusted by the National Geodetic Survey in January 1993..
 BK2378
 BK2378 ** The orthometric height has not been validated since last determined
 BK2378 ** by differential leveling and should not be used for control purposes.
 BK2378 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2378 ** area with valid NAVD 88 orthometric heights.
 BK2378 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2378 ** epoch indicated which incorporates improved geoid heights for the
 BK2378 ** Southern Louisiana Subsidence area.
 BK2378 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2378.The orthometric height was scaled from a topographic map.
 BK2378
 BK2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2378
 BK2378.The geoid height was determined by GEOID03.
 BK2378
 BK2378.The dynamic height is computed by dividing the NAVD 88
 BK2378.geopotential number by the normal gravity value computed on the
 BK2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2378.degrees latitude (g = 980.6199 gals.).
 BK2378
 BK2378.The modeled gravity was interpolated from observed gravity values.
 BK2378
 BK2378;                    North         East     Units Scale Factor Converg.
 BK2378;SPC LA S     -   213,998.741   861,574.009   MT  0.99995276   -0 43 13.7
 BK2378;SPC LA S     -   702,094.20  2,826,680.73   sFT  0.99995276   -0 43 13.7
 BK2378;UTM  15      - 3,365,653.274   521,679.666   MT  0.99960580   +0 06 51.5
 BK2378
 BK2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2378!SPC LA S     -   1.00000207  x   0.99995276  =   0.99995483
 BK2378!UTM  15      -   1.00000207  x   0.99960580  =   0.99960787
 BK2378
 BK2378|---------------------------------------------------------------------|
 BK2378| PID    Reference Object                     Distance      Geod. Az  |
 BK2378|                                                           dddmmss.s |
 BK2378| BK2379 SERPENT RM 1                         30.879 METERS 17530     |
 BK2378| BK2376 27 V 143                                           1815213.0 |
 BK2378| BK2377 27 V 144                             68.137 METERS 29240     |
 BK2378|---------------------------------------------------------------------|
 BK2378
 BK2378                          SUPERSEDED SURVEY CONTROL
 BK2378
 BK2378  NAD 83(1986)-  30 25 21.94167(N)    092 46 27.31419(W) AD(       ) 1
 BK2378  NAD 27      -  30 25 21.21319(N)    092 46 26.79412(W) AD(       ) 1
 BK2378  NGVD 29 (07/19/86)   14.5    (m)           48.     (f) VERT ANG       
 BK2378
 BK2378.Superseded values are not recommended for survey control.
 BK2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2378.See file dsdata.txt to determine how the superseded data were derived.
 BK2378
 BK2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2168065653(NAD 83)
 BK2378_MARKER: DS = TRIANGULATION STATION DISK
 BK2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2378_SP_SET: CONCRETE
 BK2378_STAMPING: SERPENT 1974
 BK2378_MARK LOGO: NGS   
 BK2378_PROJECTION: FLUSH
 BK2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2378+STABILITY: SURFACE MOTION
 BK2378
 BK2378  HISTORY     - Date     Condition        Report By
 BK2378  HISTORY     - 1974     MONUMENTED       NGS
 BK2378  HISTORY     - 1982     GOOD             LADTD
 BK2378  HISTORY     - 19970125 GOOD             USPSQD
 BK2378  HISTORY     - 19981016 GOOD             USPSQD
 BK2378  HISTORY     - 20031105 MARK NOT FOUND   USPSQD
 BK2378
 BK2378                          STATION DESCRIPTION
 BK2378
 BK2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2378'STATION IS ABOUT 9 MILES NORTHEAST OF FENTON, 7 MILES SOUTHWEST OF
 BK2378'ELTON, 6 MILES SOUTHEAST OF KINDER, 5 MILES NORTH OF THE JUNCTION OF
 BK2378'STATE HIGHWAYS 99 AND 102 IN THE SMALL COMMUNITY OF PINE ISLAND,
 BK2378'ALONG THE EAST SIDE OF HIGHWAY 99, AT THE NORTH END OF A SMALL
 BK2378'LANDING STRIP USED BY CROP DUSTING PLANES AND ON PROPERTY OWNED BY
 BK2378'MRS.  A. R. MCBURNEY.  MR. ADRICAL MARCANTEL, A CLOSE RELATIVE,
 BK2378'WHO LIVES 0.7 MILE SOUTH OF THE STATION, LOOKS AFTER THE PROPERTY
 BK2378'AND HE GAVE PERMISSION.  HIS PHONE NUMBER IS 734-2534.
 BK2378'
 BK2378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 102
 BK2378'IN PINE ISLAND, GO NORTH ON HIGHWAY 99 FOR 4.5 MILES TO THE SOUTH
 BK2378'END OF A SMALL LANDING STRIP ON THE RIGHT, A LARGE CULVERT UNDER THE
 BK2378'HIGHWAY AND THE (AZ MK) ON THE RIGHT AS DESCRIBED.  CONTINUE
 BK2378'NORTH ON HIGHWAY 99 FOR 0.6 MILE TO A CROSSROAD, THE NORTH END OF
 BK2378'THE LANDING STRIP AND THE STATION ON THE RIGHT AS DESCRIBED.
 BK2378'
 BK2378'THE STATION MARKS ARE BOTH STANDARD DISKS STAMPED SERPENT 1974.  THE
 BK2378'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 BK2378'AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BK2378'ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 168 FEET
 BK2378'EAST-SOUTHEAST OF CENTER OF THE CROSSROAD, 160 FEET EAST OF
 BK2378'CENTER OF HIGHWAY 99, 51 FEET SOUTH OF CENTER OF A PAVED ROAD AND
 BK2378'40 FEET SOUTHWEST OF A 24-INCH PINE TREE.
 BK2378'
 BK2378'REFERENCE MARK 1, STAMPED SERPENT NO 1 1974, IS A STANDARD DISK SET
 BK2378'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 226 FEET
 BK2378'SOUTHEAST OF CENTER OF THE CROSSROAD, 165 FEET EAST OF CENTER OF
 BK2378'HIGHWAY 99, 152 FEET SOUTH OF CENTER OF THE PAVED ROAD, 129 FEET
 BK2378'SOUTH-SOUTHWEST OF THE PINE TREE AND 23 FEET NORTHWEST OF A LEVEE
 BK2378'AT THE NORTHWEST EDGE OF A RICE FIELD.
 BK2378'
 BK2378'(RM 2), STAMPED 27V144 1974, IS A U. S. COAST AND GEODETIC SURVEY
 BK2378'LOUISIANA DEPARTMENT OF HIGHWAY BENCH MARK DISK.  IT IS SET IN A
 BK2378'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 59 FEET NORTHWEST
 BK2378'OF CENTER OF THE CROSSROAD, 45 FEET WEST OF CENTER OF HIGHWAY
 BK2378'99, 37 FEET NORTH OF CENTER OF A GRAVELED ROAD, 1.5 FEET NORTHWEST OF
 BK2378'A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 BK2378'
 BK2378'(AZ MK), STAMPED 27V143 1974, IS A U. S. COAST AND GEODETIC SURVEY
 BK2378'LOUISIANA DEPARTMENT OF HIGHWAY BENCH MARK DISK.  IT IS CEMENTED IN
 BK2378'A DRILL HOLE IN THE EAST CONCRETE ABUTMENT OF A LARGE CULVERT UNDER
 BK2378'HIGHWAY 99.  IT IS 22 FEET WEST OF A POWER POLE, 21 FEET EAST OF
 BK2378'CENTER OF HIGHWAY 99, 18.5 FEET NORTH OF A METAL WITNESS POST AT
 BK2378'THE SOUTH END OF THE CONCRETE ABUTMENT AND 18 FEET SOUTH OF THE
 BK2378'NORTH END OF THE ABUTMENT.
 BK2378'
 BK2378'NEAREST TOWN--PINE ISLAND.
 BK2378'
 BK2378'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 BK2378
 BK2378                          STATION RECOVERY (1982)
 BK2378
 BK2378'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK2378'8.4 KM (5.2 MI) SW FROM ELTON.
 BK2378'ABOUT 7.7 KM (4.8 MI) WEST ALONG US HIGHWAY 190 FROM THE POST OFFICE
 BK2378'IN ELTON TO THE JUNCTION OF US 190 AND STATE HIGHWAY 99, THENCE ABOUT
 BK2378'6.4 KM (4 MI) SOUTH ALONG HIGHWAY 99 TO THE MARK ON THE LEFT AT A
 BK2378'CROSSROAD AT THE NORTH END OF A LANDING STRIP USED BY CROP DUSTING
 BK2378'PLANES, 51.2 METERS (168 FT) EAST SOUTHEAST OF THE CENTER OF THE
 BK2378'CROSSROAD, 48.8 METERS (160 FT) EAST OF THE CENTER OF HIGHWAY 99, 15.5
 BK2378'METERS (51 FT) SOUTH OF THE CENTER OF A PAVED ROAD AND 12.2 METERS
 BK2378'(40 FT) SOUTHEAST OF A 24 INCH PINE TREE.
 BK2378'THE MARK IS ABOVE LEVEL WITH A PAVED ROAD.
 BK2378
 BK2378                          STATION RECOVERY (1997)
 BK2378
 BK2378'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2378'RECOVERED IN GOOD CONDITION.
 BK2378
 BK2378                          STATION RECOVERY (1998)
 BK2378
 BK2378'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2378'RECOVERED IN GOOD CONDITION.
 BK2378
 BK2378                          STATION RECOVERY (2003)
 BK2378
 BK2378'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2378'CULVERT IS NOW CRUSHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2934 ***********************************************************************
 AU2934  DESIGNATION -  SET 1934
 AU2934  PID         -  AU2934
 AU2934  STATE/COUNTY-  LA/LAFOURCHE
 AU2934  USGS QUAD   -  MINK BAYOU (1994)
 AU2934
 AU2934                         *CURRENT SURVEY CONTROL
 AU2934  ___________________________________________________________________
 AU2934* NAD 83(1992)-  29 19 01.39757(N)    090 08 18.06334(W)     ADJUSTED  
 AU2934* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2934  **This station is located in a subsidence area (see below).
 AU2934  ___________________________________________________________________
 AU2934  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AU2934  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AU2934
 AU2934  HORZ ORDER  -  THIRD
 AU2934
 AU2934.The horizontal coordinates were established by classical geodetic methods
 AU2934.and adjusted by the National Geodetic Survey in January 1993..
 AU2934
 AU2934 ** The orthometric height has not been validated since last determined
 AU2934 ** by differential leveling and should not be used for control purposes.
 AU2934 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2934 ** area with valid NAVD 88 orthometric heights.
 AU2934 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2934 ** epoch indicated which incorporates improved geoid heights for the
 AU2934 ** Southern Louisiana Subsidence area.
 AU2934 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2934.The orthometric height was scaled from a topographic map.
 AU2934
 AU2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2934
 AU2934.The geoid height was determined by GEOID03.
 AU2934
 AU2934;                    North         East     Units Scale Factor Converg.
 AU2934;SPC LA S     -    91,173.288 1,116,078.159   MT  0.99999643   +0 35 51.0
 AU2934;SPC LA S     -   299,124.36  3,661,666.43   sFT  0.99999643   +0 35 51.0
 AU2934;UTM  15      - 3,246,513.640   777,930.180   MT  1.00055327   +1 24 07.5
 AU2934
 AU2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2934!SPC LA S     -   1.00000381  x   0.99999643  =   1.00000024
 AU2934!UTM  15      -   1.00000381  x   1.00055327  =   1.00055708
 AU2934
 AU2934                          SUPERSEDED SURVEY CONTROL
 AU2934
 AU2934  NAD 83(1986)-  29 19 01.41272(N)    090 08 18.07221(W) AD(       ) 3
 AU2934  NAD 27      -  29 19 00.60300(N)    090 08 17.79700(W) AD(       ) 3
 AU2934
 AU2934.Superseded values are not recommended for survey control.
 AU2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2934.See file dsdata.txt to determine how the superseded data were derived.
 AU2934
 AU2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7793046514(NAD 83)
 AU2934_MARKER: DD = SURVEY DISK
 AU2934_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2934_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2934
 AU2934  HISTORY     - Date     Condition        Report By
 AU2934  HISTORY     - 1934     MONUMENTED       CGS
 AU2934  HISTORY     - 1940     GOOD             SHELL
 AU2934  HISTORY     - 1952     GOOD             CGS
 AU2934
 AU2934                          STATION DESCRIPTION
 AU2934
 AU2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2934'ABOUT 2 MILES UP BAYOU LA BLETE FROM BAY VISIER, AT THE
 AU2934'SW CORNER OF AN ABRUPT TURN IN THE BAYOU, 45 METERS (150 FEET)
 AU2934'FROM THE END OF THE POINT AND 15 METERS (50 FEET) FROM THE
 AU2934'HIGH-WATER MARK.  THE STATION IS MARKED BY A STANDARD HYDROGRAPHIC
 AU2934'DISK SET IN CONCRETE IN THE TOP OF A TILE WHICH IS FASTENED
 AU2934'BY MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2934'DRIVEN INTO THE MARSH.
 AU2934
 AU2934                          STATION RECOVERY (1940)
 AU2934
 AU2934'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2934'RECOVERED IN GOOD CONDITION.
 AU2934'
 AU2934'PART OF THE ORIGINIAL DESCRIPTION CALL FOR THE STATION TO
 AU2934'BE LOCATED ABOUT 148 FEET FROM THE END OF THE POINT, BUT
 AU2934'AT THE PRESENT TIME IT IS ONLY 75 FEET FROM THE END OF THE
 AU2934'POINT.
 AU2934
 AU2934                          STATION RECOVERY (1952)
 AU2934
 AU2934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2934'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 AU2934'DESCRIPTION FOLLOWS--
 AU2934'
 AU2934'STATION IS LOCATED ABOUT 4 MI. N OF THE SOUTHWEST LOUISIANA
 AU2934'CANAL, ALONG BAYOU FERBLANC, BAYOU JAKE AND MINK BAYOU,
 AU2934'ON THE SW POINT AT THE CROSSING OF THE BAYOU THAT LEADS
 AU2934'TO BAY VASIER TO THE E, AND 2 FT. N OF A 4- BY 4-IN. WOODEN
 AU2934'WITNESS POST.  THE APPARENT SHORELINE IS 35 FT. N 65 DEG E.
 AU2934'IT IS A STANDARD HYDROGRAPHIC-STATION DISK, STAMPED
 AU2934'SET 1934 AND SET IN CONCRETE IN THE TOP OF A 10-IN. CONCRETE
 AU2934'TILE PROJECTING 10 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0972 ***********************************************************************
 AT0972  DESIGNATION -  SEVEN
 AT0972  PID         -  AT0972
 AT0972  STATE/COUNTY-  LA/ST BERNARD
 AT0972  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0972
 AT0972                         *CURRENT SURVEY CONTROL
 AT0972  ___________________________________________________________________
 AT0972* NAD 83(1992)-  29 42 24.13846(N)    089 25 32.90977(W)     ADJUSTED  
 AT0972* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AT0972  ___________________________________________________________________
 AT0972  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AT0972  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AT0972
 AT0972  HORZ ORDER  -  THIRD
 AT0972
 AT0972.The horizontal coordinates were established by classical geodetic methods
 AT0972.and adjusted by the National Geodetic Survey in May 1994..
 AT0972
 AT0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0972
 AT0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0972
 AT0972.The geoid height was determined by GEOID03.
 AT0972
 AT0972;                    North         East     Units Scale Factor Converg.
 AT0972;SPC LA S     -   135,293.224 1,184,568.982   MT  0.99993884   +0 57 13.6
 AT0972;SPC LA S     -   443,874.52  3,886,373.40   sFT  0.99993884   +0 57 13.6
 AT0972;UTM  16      - 3,288,749.542   265,315.551   MT  1.00027961   -1 12 09.7
 AT0972
 AT0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0972!SPC LA S     -   1.00000353  x   0.99993884  =   0.99994237
 AT0972!UTM  16      -   1.00000353  x   1.00027961  =   1.00028314
 AT0972
 AT0972:                Primary Azimuth Mark                     Grid Az
 AT0972:SPC LA S     -  GATE 2 RM 2                              057 28 02.4
 AT0972:UTM  16      -  GATE 2 RM 2                              059 37 25.7
 AT0972
 AT0972|---------------------------------------------------------------------|
 AT0972| PID    Reference Object                     Distance      Geod. Az  |
 AT0972|                                                           dddmmss.s |
 AT0972| AT0954 GATE 2 RM 2                         APPROX. 7.2 KM 0582516.0 |
 AT0972| DD8079 SEVEN RM 1                           12.856 METERS 12352     |
 AT0972| AT0974 MISS RIV GULF OUTLET LT 89          342.325 METERS 23625     |
 AT0972| AT0971 MISS RIV GULF OUTLET LT 90          126.035 METERS 26201     |
 AT0972| DD8080 SEVEN RM 2                           15.344 METERS 31316     |
 AT0972|---------------------------------------------------------------------|
 AT0972
 AT0972                          SUPERSEDED SURVEY CONTROL
 AT0972
 AT0972  NAD 83(1992)-  29 42 24.13983(N)    089 25 32.90874(W) AD(       ) 3
 AT0972  NAD 83(1986)-  29 42 24.14575(N)    089 25 32.91166(W) AD(       ) 3
 AT0972  NAD 27      -  29 42 23.40336(N)    089 25 32.71988(W) AD(       ) 3
 AT0972  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AT0972
 AT0972.Superseded values are not recommended for survey control.
 AT0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0972.See file dsdata.txt to determine how the superseded data were derived.
 AT0972
 AT0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6531688750(NAD 83)
 AT0972_MARKER: DS = TRIANGULATION STATION DISK
 AT0972_SETTING: 80 = SET IN A BOULDER
 AT0972_SP_SET: SET IN DRILL HOLE IN A BOULDER
 AT0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0972+STABILITY: SURFACE MOTION
 AT0972
 AT0972  HISTORY     - Date     Condition        Report By
 AT0972  HISTORY     - 1966     MONUMENTED       CGS
 AT0972  HISTORY     - 1969     MARK NOT FOUND   CGS
 AT0972
 AT0972                          STATION DESCRIPTION
 AT0972
 AT0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0972'THE STATION IS LOCATED AT THE MOUTH OF THE MISSISSIPPI RIVER GULF
 AT0972'OUTLET, AT THE
 AT0972'NORTHWEST END OF A ROCK DIKE AND ON THE NORTHEAST SIDE
 AT0972'OF THE CHANNEL, ABOUT 4 MILES
 AT0972'SOUTHWEST OF DEADMAN ISLAND, ABOUT 3
 AT0972'1/2 MILES NORTH OF PT.  GARDNER AND 3 MILES
 AT0972'SOUTH OF PT.  ELIO.
 AT0972'
 AT0972'STATION MARK, A STANDARD DISK STAMPED SEVEN 1966, CEMENTED IN A DRILL
 AT0972'HOLE IN A 2 X 3
 AT0972'FOOT BOULDER WHICH PROJECTS 4 INCHES.  IT IS 100 FEET
 AT0972'EAST OF THE NORTHEAST END OF A
 AT0972'ROCK DIKE, 20 FEET NORTH OF THE NORTH
 AT0972'EDGE OF THE CHANNEL AND 8.6 FEET SOUTH OF A METAL
 AT0972'WITNESS POST.
 AT0972'
 AT0972'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SEVEN NO 1 1966,
 AT0972'CEMENTED IN A
 AT0972'DRILL HOLE IN A 4 BY 5 FOOT BOULDER WHICH PROJECTS 12
 AT0972'INCHES.  IT IS 44.3 FEET EAST OF
 AT0972'THE METAL WITNESS POST AND 26 FEET
 AT0972'NORTH OF THE NORTH EDGE OF THE CHANNEL.
 AT0972'
 AT0972'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SEVEN NO 2 1966,
 AT0972'CEMENTED IN A
 AT0972'DRILL HOLE IN A 5 BY 3 FOOT BOULDER WHICH PROJECTS 6
 AT0972'INCHES.  IT IS 54 FEET EAST OF
 AT0972'THE NORTHEAST END OF THE ROCK DIKE,
 AT0972'48.4 FEET WEST OF THE METAL WITNESS POST AND 28
 AT0972'FEET NORTH OF THE
 AT0972'NORTH EDGE OF THE CHANNEL.
 AT0972'
 AT0972'USE MARK, A U.S. ARMY CORPS OF ENGINEERS SURVEY DISK, NO STAMPING, IS
 AT0972'SCREWED TO THE TOP
 AT0972'OF A 1 INCH CAST IRON PIPE WHICH PROJECTS 16
 AT0972'INCHES.  IT IS 200 FEET SOUTH OF
 AT0972'MISS.  R-GULF OUTLET LIGHT NO.  89
 AT0972'AND 105 FEET WEST OF THE SOUTHWEST END OF THE ROCK
 AT0972'DIKE.
 AT0972'
 AT0972'NOTE- THE STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT0972
 AT0972                          STATION RECOVERY (1969)
 AT0972
 AT0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0972'THIS STATION WAS SEARCHED FOR BY HELICOPTER AND NO MARKS WERE FOUND
 AT0972'AFTER HURRICANE CAMILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0580 ***********************************************************************
 BJ0580  DESIGNATION -  SEW USE
 BJ0580  PID         -  BJ0580
 BJ0580  STATE/COUNTY-  LA/IBERVILLE
 BJ0580  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0580
 BJ0580                         *CURRENT SURVEY CONTROL
 BJ0580  ___________________________________________________________________
 BJ0580* NAD 83(1986)-  30 17 34.     (N)    091 14 01.     (W)     SCALED    
 BJ0580* NAVD 88     -        11.38   (+/-2cm)      37.3    (feet)  VERTCON   
 BJ0580  ___________________________________________________________________
 BJ0580  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0580
 BJ0580  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0580
 BJ0580.The horizontal coordinates were scaled from a topographic map and have
 BJ0580.an estimated accuracy of +/- 6 seconds.
 BJ0580
 BJ0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0580.The vertical order pertains to the NGVD 29 superseded value.
 BJ0580
 BJ0580.The geoid height was determined by GEOID03.
 BJ0580
 BJ0580;                    North         East    Units  Estimated Accuracy
 BJ0580;SPC LA S     -   198,720.    1,009,590.      MT  (+/- 180 meters Scaled)
 BJ0580
 BJ0580                          SUPERSEDED SURVEY CONTROL
 BJ0580
 BJ0580  NGVD 29 (??/??/??)   11.404  (m)           37.41   (f) ADJUSTED    1 2
 BJ0580
 BJ0580.Superseded values are not recommended for survey control.
 BJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0580.See file dsdata.txt to determine how the superseded data were derived.
 BJ0580
 BJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP698525(NAD 83)
 BJ0580_MARKER: Q = CHISELED SQUARE
 BJ0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0580_SP_SET: LOCK
 BJ0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0580
 BJ0580  HISTORY     - Date     Condition        Report By
 BJ0580  HISTORY     - UNK      MONUMENTED       DOD
 BJ0580  HISTORY     - 1964     GOOD             CGS
 BJ0580  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0580
 BJ0580                          STATION DESCRIPTION
 BJ0580
 BJ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0580'0.3 MI NW FROM PLAQUEMINE.
 BJ0580'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BJ0580'PLAQUEMINE, THENCE 0.2 MILE NORTHEAST ALONG MAIN STREET, ABOUT 0.1
 BJ0580'MILE NORTH OF THE CITY HALL, AT THE NORTHEAST END OF MAIN STREET, AT
 BJ0580'THE CONFLUENCE OF PLAQUEMINE BAYOU AND THE MISSISSIPPI RIVER, A
 BJ0580'CHISELED SQUARE ON THE TOP OF THE CONCRETE WALL OF A LOCK, AT THE EAST
 BJ0580'CORNER OF A FENCE AROUND THE LOCK RESERVATION, 243 FEET NORTHWEST OF
 BJ0580'THE CENTER LINE OF THE STREET, 20 FEET NORTH OF THE CENTER OF A LEVEE,
 BJ0580'0.4 FOOT EAST OF THE CENTER OF A GATE AT THE ENTRANCE TO THE LOCK
 BJ0580'RESERVATION, AND 8 FEET BELOW THE TOP OF THE LEVEE.
 BJ0580
 BJ0580                          STATION RECOVERY (1976)
 BJ0580
 BJ0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0580'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5295 ***********************************************************************
 BJ5295  DESIGNATION -  SEWER
 BJ5295  PID         -  BJ5295
 BJ5295  STATE/COUNTY-  LA/JEFFERSON
 BJ5295  USGS QUAD   -  LA BRANCHE (1992)
 BJ5295
 BJ5295                         *CURRENT SURVEY CONTROL
 BJ5295  ___________________________________________________________________
 BJ5295* NAD 83(1992)-  30 00 25.40541(N)    090 16 45.85453(W)     ADJUSTED  
 BJ5295* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 BJ5295  **This station is located in a subsidence area (see below).
 BJ5295  ___________________________________________________________________
 BJ5295  X           -     -26,956.538 (meters)                     COMP
 BJ5295  Y           -  -5,527,778.421 (meters)                     COMP
 BJ5295  Z           -   3,171,038.894 (meters)                     COMP
 BJ5295  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ5295  ELLIP HEIGHT-         -24.60  (meters)          (09/30/02) GPS OBS
 BJ5295  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ5295
 BJ5295  HORZ ORDER  -  FIRST
 BJ5295  ELLP ORDER  -  FOURTH    CLASS II
 BJ5295
 BJ5295.The horizontal coordinates were established by GPS observations
 BJ5295.and adjusted by the National Geodetic Survey in January 1993..
 BJ5295
 BJ5295 ** The orthometric height has not been validated since last determined
 BJ5295 ** by differential leveling and should not be used for control purposes.
 BJ5295 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5295 ** area with valid NAVD 88 orthometric heights.
 BJ5295 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5295 ** epoch indicated which incorporates improved geoid heights for the
 BJ5295 ** Southern Louisiana Subsidence area.
 BJ5295 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5295
 BJ5295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5295
 BJ5295.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5295
 BJ5295.The ellipsoidal height was determined by GPS observations
 BJ5295.and is referenced to NAD 83.
 BJ5295
 BJ5295.The geoid height was determined by GEOID03.
 BJ5295
 BJ5295;                    North         East     Units Scale Factor Converg.
 BJ5295;SPC LA S     -   167,516.222 1,101,673.538   MT  0.99992575   +0 31 37.1
 BJ5295;SPC LA S     -   549,592.81  3,614,407.27   sFT  0.99992575   +0 31 37.1
 BJ5295;UTM  15      - 3,322,684.697   762,426.262   MT  1.00044975   +1 21 40.9
 BJ5295
 BJ5295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5295!SPC LA S     -   1.00000386  x   0.99992575  =   0.99992961
 BJ5295!UTM  15      -   1.00000386  x   1.00044975  =   1.00045362
 BJ5295
 BJ5295                          SUPERSEDED SURVEY CONTROL
 BJ5295
 BJ5295  ELLIP H (01/21/93)  -24.57   (m)                       GP(       ) 4 2
 BJ5295  NAD 83(1986)-  30 00 25.42215(N)    090 16 45.85375(W) AD(       ) 1
 BJ5295  NAD 27      -  30 00 24.69267(N)    090 16 45.57470(W) AD(       ) 1
 BJ5295  NGVD 29 (05/20/88)    1.8    (m)            6.     (f) GPS OBS        
 BJ5295
 BJ5295.Superseded values are not recommended for survey control.
 BJ5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5295.See file dsdata.txt to determine how the superseded data were derived.
 BJ5295
 BJ5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6242622685(NAD 83)
 BJ5295_MARKER: DS = TRIANGULATION STATION DISK
 BJ5295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5295_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ5295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5295+STABILITY: SURFACE MOTION
 BJ5295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5295+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BJ5295
 BJ5295  HISTORY     - Date     Condition        Report By
 BJ5295  HISTORY     - 1987     MONUMENTED       LADTD
 BJ5295
 BJ5295                          STATION DESCRIPTION
 BJ5295
 BJ5295'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BJ5295'THE STATION OS LOCATED ON THE LEVEE ON THE EAST SIDE OF DUNCAN
 BJ5295'CANAL JUST NORTH OF WHERE INTERSTATE HIGHWAY 10 CROSSES THE CANAL.
 BJ5295'OWNERSHIP--EAST JEFFERSON LEVEE DISTRICT, C/O BILL MIDDLETON,
 BJ5295'DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA.  70123  PHONE
 BJ5295'504-733-0087.
 BJ5295'
 BJ5295'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5295'WILLAIMS BOULEVARD, GO WEST FOR 2.6 KM (1.6 MI) ON INTERSTATE 10 TO
 BJ5295'THE LOYOLA DRIVE EXIT.  TAKE THE EXIT TO LOYOLA DRIVE.
 BJ5295'TURN LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON LOYOLA DRIVE TO
 BJ5295'VETERANS MEMORIAL HIGHWAY.
 BJ5295'TURN RIGHT AND GO WEST FOR 1.46 KM (0.9 MI) ON VETERANS TO A T-ROAD
 BJ5295'AT THE LEVEE.
 BJ5295'TURN RIGHT AND GO NORTH FOR 0.25 KM (0.15 MI) ON THE PAVED ROAD TO
 BJ5295'THE STATION ON THE LEFT NEAR THE METAL WALL ON THE LEVEE AND JUST
 BJ5295'NORTH OF THE INTERSTATE 10 ELEVATED ROADWAY.
 BJ5295'
 BJ5295'THE STATION IS A STANDARD NGS DISK
 BJ5295'STAMPED---SEWER JPE 1987---,
 BJ5295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5295'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BJ5295'38 METERS (124.7 FT) SOUTH FROM THE CENTER OF A ROAD CROSSING THE
 BJ5295'LEVEE,
 BJ5295'23.9 METERS (78.4 FT) NORTH FROM THE NORTH EDGE OF THE ELEVATED
 BJ5295'ROADWAY,
 BJ5295'23.3 METERS (76.4 FT) WEST FROM THE CENTER OF THE ROAD,
 BJ5295'2.1 METERS (6.9 FT) EAST FROM THE LEVEE WALL, AND
 BJ5295'2.1 METERS (6.9 FT) EAST FROM A FIBERGLASS WITNESS POST.
 BJ5295'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ5295'STAMPED---SEWER JPE 1987---,
 BJ5295'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3339 ***********************************************************************
 AU3339  DESIGNATION -  SEWER
 AU3339  PID         -  AU3339
 AU3339  STATE/COUNTY-  LA/ORLEANS
 AU3339  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3339
 AU3339                         *CURRENT SURVEY CONTROL
 AU3339  ___________________________________________________________________
 AU3339* NAD 83(1992)-  29 58 31.49684(N)    090 00 13.79341(W)     ADJUSTED  
 AU3339* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 AU3339  **This station is located in a subsidence area (see below).
 AU3339  ___________________________________________________________________
 AU3339  X           -       -,369.777 (meters)                     COMP
 AU3339  Y           -  -5,529,594.690 (meters)                     COMP
 AU3339  Z           -   3,167,999.473 (meters)                     COMP
 AU3339  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AU3339  ELLIP HEIGHT-         -27.75  (meters)          (01/21/03) GPS OBS
 AU3339  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU3339  DYNAMIC HT  -          -1.5   (meters)      -5.    (feet)  COMP
 AU3339  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 AU3339
 AU3339  HORZ ORDER  -  FIRST
 AU3339  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3339  ELLP ORDER  -  FOURTH    CLASS II
 AU3339
 AU3339.The horizontal coordinates were established by GPS observations
 AU3339.and adjusted by the National Geodetic Survey in January 1993..
 AU3339
 AU3339 ** The orthometric height has not been validated since last determined
 AU3339 ** by differential leveling and should not be used for control purposes.
 AU3339 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3339 ** area with valid NAVD 88 orthometric heights.
 AU3339 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3339 ** epoch indicated which incorporates improved geoid heights for the
 AU3339 ** Southern Louisiana Subsidence area.
 AU3339 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3339.The orthometric height was scaled from a topographic map.
 AU3339.The vertical order pertains to the first NAVD 88 superseded value.
 AU3339
 AU3339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3339
 AU3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3339
 AU3339.The ellipsoidal height was determined by GPS observations
 AU3339.and is referenced to NAD 83.
 AU3339
 AU3339.The geoid height was determined by GEOID03.
 AU3339
 AU3339.The dynamic height is computed by dividing the NAVD 88
 AU3339.geopotential number by the normal gravity value computed on the
 AU3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3339.degrees latitude (g = 980.6199 gals.).
 AU3339
 AU3339.The modeled gravity was interpolated from observed gravity values.
 AU3339
 AU3339;                    North         East     Units Scale Factor Converg.
 AU3339;SPC LA S     -   164,285.689 1,128,297.899   MT  0.99992584   +0 39 53.2
 AU3339;SPC LA S     -   538,993.96  3,701,757.36   sFT  0.99992584   +0 39 53.2
 AU3339;UTM  15      - 3,319,840.218   789,111.174   MT  1.00063139   +1 29 52.8
 AU3339;UTM  16      - 3,319,859.589   210,149.054   MT  1.00063668   -1 30 06.7
 AU3339
 AU3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3339!SPC LA S     -   1.00000436  x   0.99992584  =   0.99993020
 AU3339!UTM  15      -   1.00000436  x   1.00063139  =   1.00063575
 AU3339!UTM  16      -   1.00000436  x   1.00063668  =   1.00064104
 AU3339
 AU3339                          SUPERSEDED SURVEY CONTROL
 AU3339
 AU3339  ELLIP H (01/21/93)  -27.74   (m)                       GP(       ) 4 2
 AU3339  NAD 83(1986)-  29 58 31.51296(N)    090 00 13.79106(W) AD(       ) 1
 AU3339  NAVD 88 (02/14/94)   -1.498  (m)           -4.91   (f) UNKNOWN     1 2
 AU3339  NGVD 29 (05/21/91)   -1.438  (m)           -4.72   (f) ADJUSTED    1 2
 AU3339
 AU3339.Superseded values are not recommended for survey control.
 AU3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3339.See file dsdata.txt to determine how the superseded data were derived.
 AU3339
 AU3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8911119840(NAD 83)
 AU3339_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3339_SP_SET: CONCRETE POST
 AU3339_STAMPING: SEWER OPE 1988
 AU3339_MARK LOGO: NGS   
 AU3339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3339+STABILITY: SURFACE MOTION
 AU3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3339+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1994
 AU3339
 AU3339  HISTORY     - Date     Condition        Report By
 AU3339  HISTORY     - 1988     MONUMENTED       LADTD
 AU3339  HISTORY     - 19890123 GOOD
 AU3339  HISTORY     - 19901119 GOOD             NGS
 AU3339  HISTORY     - 19941104 GOOD             NGS
 AU3339
 AU3339                          STATION DESCRIPTION
 AU3339
 AU3339'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3339'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF CHALMETTE
 AU3339'AND 2.1 KM (1.30 MI) NORTH-NORTHWEST OF ARABI.  OWNERSHIP--CITY OF NEW
 AU3339'ORLEANS.
 AU3339'TO REACH THE STATION FROM THE CENTER OF NORTH CLAIBORNE AVE BRIDGE
 AU3339'OVER THE INNER HARBOR NAVIGATION CANAL GO EAST ON NORTH CLAIBORNE AVE
 AU3339'(STATE HIGHWAY 39) FOR 1.7 KM (1.05 MI) TO THE JUNCTION WITH TUPELO
 AU3339'ST.  TURN LEFT AND GO NORTH FOR 1.4 KM (0.85 MI) ON TUPELO ST TO THE
 AU3339'JUNCTION WITH FLORIDA AVE AND THE STATION ON THE LEFT IN THE MEDIAN.
 AU3339'THE STATION IS FLUSH WITH THE GROUND
 AU3339'15.5 M (50.9 FT) SOUTH FROM THE CENTER OF FLORIDA AVE,
 AU3339'14.5 M (47.6 FT) NORTHWEST FROM A DOUBLE METAL DRAIN, 7 M (23.0 FT)
 AU3339'WEST FROM THE CENTER OF THE NORTH BOUND LANES OF TUPELO ST, 6.9 M
 AU3339'(22.6 FT) EAST FROM THE CENTER OF THE SOUTH BOUND LANES OF TUPELO ST
 AU3339'AND 0.6 M (2.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 AU3339
 AU3339                          STATION RECOVERY (1989)
 AU3339
 AU3339'RECOVERED 1989
 AU3339'RECOVERED IN GOOD CONDITION.
 AU3339
 AU3339                          STATION RECOVERY (1990)
 AU3339
 AU3339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3339'IN NEW ORLEANS, AT THE INTERSECTION OF TUPELO STREET AND FLORIDA
 AU3339'AVENUE, IN THE MEDIAN OF THE STREET, 15.5 M (50.9 FT) SOUTH OF THE
 AU3339'AVENUE CENTER, 7.0 M (23.0 FT) WEST OF THE CENTER OF THE NORTHBOUND
 AU3339'LANES OF THE STREET, 6.9 M (22.6 FT) EAST OF THE CENTER OF THE
 AU3339'SOUTHBOUND LANES OF THE STREET, AND THE MONUMENT IS FLUSH WITH THE
 AU3339'GROUND SURFACE.
 AU3339
 AU3339                          STATION RECOVERY (1994)
 AU3339
 AU3339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3339'IN NEW ORLEANS, AT THE INTERSECTION OF TUPELO STREET AND FLORIDA
 AU3339'AVENUE, 15.5 M (50.9 FT) SOUTH OF THE CENTER OF THE AVENUE, 7.0 M
 AU3339'(23.0 FT) WEST OF THE THE CENTER OF THE NORTHBOUND LANES OF THE
 AU3339'STREET, 6.9 M (22.6 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF
 AU3339'THE STREET, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 AU3339'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5296 ***********************************************************************
 BJ5296  DESIGNATION -  SEWER AZ MK
 BJ5296  PID         -  BJ5296
 BJ5296  STATE/COUNTY-  LA/JEFFERSON
 BJ5296  USGS QUAD   -  LA BRANCHE (1992)
 BJ5296
 BJ5296                         *CURRENT SURVEY CONTROL
 BJ5296  ___________________________________________________________________
 BJ5296* NAD 83(1992)-  30 00 39.86095(N)    090 16 45.69089(W)     ADJUSTED  
 BJ5296* NAVD 88     -         1.4  **(meters)       5.   **(feet)  VERTCON   
 BJ5296  **This station is located in a subsidence area (see below).
 BJ5296  ___________________________________________________________________
 BJ5296  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BJ5296  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BJ5296
 BJ5296  HORZ ORDER  -  SECOND
 BJ5296
 BJ5296.The horizontal coordinates were established by classical geodetic methods
 BJ5296.and adjusted by the National Geodetic Survey in January 1993..
 BJ5296.No horizontal observational check was made to the station.
 BJ5296
 BJ5296 ** The orthometric height has not been validated since last determined
 BJ5296 ** by differential leveling and should not be used for control purposes.
 BJ5296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5296 ** area with valid NAVD 88 orthometric heights.
 BJ5296 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5296 ** epoch indicated which incorporates improved geoid heights for the
 BJ5296 ** Southern Louisiana Subsidence area.
 BJ5296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5296
 BJ5296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5296
 BJ5296.The geoid height was determined by GEOID03.
 BJ5296
 BJ5296;                    North         East     Units Scale Factor Converg.
 BJ5296;SPC LA S     -   167,961.331 1,101,673.830   MT  0.99992576   +0 31 37.2
 BJ5296;SPC LA S     -   551,053.13  3,614,408.22   sFT  0.99992576   +0 31 37.2
 BJ5296;UTM  15      - 3,323,129.996   762,420.067   MT  1.00044971   +1 21 41.6
 BJ5296
 BJ5296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5296!SPC LA S     -   1.00000389  x   0.99992576  =   0.99992965
 BJ5296!UTM  15      -   1.00000389  x   1.00044971  =   1.00045361
 BJ5296
 BJ5296                          SUPERSEDED SURVEY CONTROL
 BJ5296
 BJ5296  NAD 83(1986)-  30 00 39.87770(N)    090 16 45.69012(W) AD(       ) 2
 BJ5296  NAD 27      -  30 00 39.14867(N)    090 16 45.41107(W) AD(       ) 2
 BJ5296  NGVD 29 (05/20/88)    1.5    (m)            5.     (f) VERT ANG       
 BJ5296
 BJ5296.Superseded values are not recommended for survey control.
 BJ5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5296.See file dsdata.txt to determine how the superseded data were derived.
 BJ5296
 BJ5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6242023130(NAD 83)
 BJ5296_MARKER: DZ = AZIMUTH MARK DISK
 BJ5296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5296_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ5296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5296+STABILITY: SURFACE MOTION
 BJ5296
 BJ5296  HISTORY     - Date     Condition        Report By
 BJ5296  HISTORY     - 1987     MONUMENTED       LADTD
 BJ5296
 BJ5296                          STATION DESCRIPTION
 BJ5296
 BJ5296'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BJ5296'THE STATION IS LOCATED IN JEFFERSON PARISH, ON THE NORTH SIDE OF
 BJ5296'THE ELEVATED INTERSTATE HIGHWAY, ACROSS THE ROAD FROM A SEWER
 BJ5296'TREATMENT PLANT ON TOP OF THE LEVEE.
 BJ5296'QWNERSHIP--EAST JEFFERSON LEVEE DISTRICT, C O BILL MIDDLETON,
 BJ5296'DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN LA 70123. PHONE
 BJ5296'504-733-0087.
 BJ5296'
 BJ5296'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5296'WILLAIMS BOULEVARD, GO WEST FOR 2.6 KM (1.6 MI) ON HIGHWAY 10 TO
 BJ5296'LOYOLA DRIVE EXIT.
 BJ5296'GO SOUTH FOR 0.20 KM (0.1 MI) ON LOYOLA DRIVE TO A CROSSROAD.
 BJ5296'TURN RIGHT AND GO NORTH FOR 0.25 KM (0.15 MI) ON A PAVED ROAD TO
 BJ5296'STATION MARK ON THE LEFT,
 BJ5296'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.50 KM (0.30 MI) ON THE
 BJ5296'ROAD ALONG LEVEE TO THE FENCE AROUND PUMPING STATION AND AZIMUTH
 BJ5296'MARK ON THE LEFT ON LEVEE.
 BJ5296'
 BJ5296'THE STATION IS A STANDARD NGS DISK
 BJ5296'STAMPED---SEWER JPE 1987---,
 BJ5296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5296'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BJ5296'16.0 METERS (52.5 FT) WEST FROM THE EXTENDED CENTER OF A PAVED ROAD,
 BJ5296'4.8 METERS (15.8 FT) SOUTH FROM THE PERIMETER FENCE AROUND PLANT,
 BJ5296'4.0 METERS (13.1 FT) WEST-SOUTHWEST FROM A METAL LIGHT POLE,
 BJ5296'2.5 METERS (8.2 FT) EAST FROM A LEVEE WALL, AND
 BJ5296'2.3 METERS (7.6 FT) EAST FROM A FIBERGLASS WITNESAS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1398 ***********************************************************************
 AT1398  DESIGNATION -  SEWER AZ MK
 AT1398  PID         -  AT1398
 AT1398  STATE/COUNTY-  LA/ORLEANS
 AT1398  USGS QUAD   -  CHALMETTE (1994)
 AT1398
 AT1398                         *CURRENT SURVEY CONTROL
 AT1398  ___________________________________________________________________
 AT1398* NAD 83(1992)-  29 58 27.21087(N)    089 59 53.80501(W)     ADJUSTED  
 AT1398* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  VERTCON   
 AT1398  **This station is located in a subsidence area (see below).
 AT1398  ___________________________________________________________________
 AT1398  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AT1398  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AT1398
 AT1398  HORZ ORDER  -  SECOND
 AT1398
 AT1398.The horizontal coordinates were established by classical geodetic methods
 AT1398.and adjusted by the National Geodetic Survey in January 1993..
 AT1398.No horizontal observational check was made to the station.
 AT1398
 AT1398 ** The orthometric height has not been validated since last determined
 AT1398 ** by differential leveling and should not be used for control purposes.
 AT1398 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1398 ** area with valid NAVD 88 orthometric heights.
 AT1398 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1398 ** epoch indicated which incorporates improved geoid heights for the
 AT1398 ** Southern Louisiana Subsidence area.
 AT1398 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1398
 AT1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1398
 AT1398.The geoid height was determined by GEOID03.
 AT1398
 AT1398;                    North         East     Units Scale Factor Converg.
 AT1398;SPC LA S     -   164,159.963 1,128,835.216   MT  0.99992585   +0 40 03.2
 AT1398;SPC LA S     -   538,581.48  3,703,520.20   sFT  0.99992585   +0 40 03.2
 AT1398;UTM  16      - 3,319,713.536   210,681.612   MT  1.00063287   -1 29 56.4
 AT1398;UTM  15      - 3,319,722.236   789,650.644   MT  1.00063524   +1 30 02.7
 AT1398
 AT1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1398!SPC LA S     -   1.00000415  x   0.99992585  =   0.99993000
 AT1398!UTM  16      -   1.00000415  x   1.00063287  =   1.00063703
 AT1398!UTM  15      -   1.00000415  x   1.00063524  =   1.00063940
 AT1398
 AT1398                          SUPERSEDED SURVEY CONTROL
 AT1398
 AT1398  NAD 83(1986)-  29 58 27.22697(N)    089 59 53.80265(W) AD(       ) 2
 AT1398  NGVD 29 (02/23/90)   -0.     (m)           -0.     (f) VERT ANG       
 AT1398
 AT1398.Superseded values are not recommended for survey control.
 AT1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1398.See file dsdata.txt to determine how the superseded data were derived.
 AT1398
 AT1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1068219714(NAD 83)
 AT1398_MARKER: DZ = AZIMUTH MARK DISK
 AT1398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AT1398_SP_SET: BRIDGE ABUTMENT
 AT1398_STAMPING: SEWER OPE AZ MK
 AT1398_MARK LOGO: LADTD 
 AT1398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AT1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1398+STABILITY: SURFACE MOTION
 AT1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1398+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AT1398
 AT1398  HISTORY     - Date     Condition        Report By
 AT1398  HISTORY     - 1988     MONUMENTED       LADTD
 AT1398
 AT1398                          STATION DESCRIPTION
 AT1398
 AT1398'DESCRIBED BY LA TRANSP AND DEV 1988
 AT1398'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) NORTHWEST OF CHALMETTE
 AT1398'AND 2.3 KM (1.45 MI) NORTH-NORTHWEST OF ARABI.  OWNERSHIP--CITY OF NEW
 AT1398'ORLEANS.
 AT1398'TO REACH THE STATION FROM THE CENTER OF NORTH CLAIBORNE AVE BRIDGE
 AT1398'OVER THE INNER HARBOR NAVIGATION CANAL GO EAST ON NORTH CLAIBORNE AVE
 AT1398'(STATE HIGHWAY 39) FOR 1.7 KM (1.05 MI) TO THE JUNCTION WITH TUPELO
 AT1398'ST.  TURN LEFT AND GO NORTH FOR 1.4 KM (0.85 MI) ON TUPELO ST TO THE
 AT1398'JUNCTION WITH FLORIDA AVE.  TURN RIGHT AND GO EAST FOR 0.6 KM
 AT1398'(0.35 MI) ON FLORIDA AVE TO A ROAD ON THE LEFT LEADING INTO A SEWAGE
 AT1398'DISPOSAL PLANT.  TURN LEFT AND GO NORTH FOR 0.08 KM (0.05 MI) ON A
 AT1398'PAVED ROAD TO A BRIDGE AND THE STATION ON THE LEFT.
 AT1398'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 AT1398'BRIDGE 29.9 M (98.1 FT) SOUTH FROM THE SOUTH RAIL OF THE RAILROAD
 AT1398'TRACKS, 4 M (13.1 FT) WEST FROM THE CENTER OF THE ROAD AND 0.2 M
 AT1398'(0.7 FT) NORTH FROM THE SOUTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3112 ***********************************************************************
 CP3112  DESIGNATION -  SHACKLE
 CP3112  PID         -  CP3112
 CP3112  STATE/COUNTY-  LA/MOREHOUSE
 CP3112  USGS QUAD   -  BONITA (1988)
 CP3112
 CP3112                         *CURRENT SURVEY CONTROL
 CP3112  ___________________________________________________________________
 CP3112* NAD 83(1992)-  32 55 47.88553(N)    091 38 13.44586(W)     ADJUSTED  
 CP3112* NAVD 88     -        28.95   (+/-2cm)      95.0    (feet)  VERTCON   
 CP3112  ___________________________________________________________________
 CP3112  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CP3112  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP3112
 CP3112  HORZ ORDER  -  FIRST
 CP3112  VERT ORDER  -  THIRD ? (See Below)
 CP3112
 CP3112.The horizontal coordinates were established by classical geodetic methods
 CP3112.and adjusted by the National Geodetic Survey in September 1999..
 CP3112
 CP3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3112.The vertical order pertains to the NGVD 29 superseded value.
 CP3112
 CP3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3112
 CP3112.The geoid height was determined by GEOID03.
 CP3112
 CP3112;                    North         East     Units Scale Factor Converg.
 CP3112;SPC LA N     -   269,759.619 1,080,712.240   MT  1.00007065   +0 27 22.4
 CP3112;SPC LA N     -   885,036.35  3,545,636.74   sFT  1.00007065   +0 27 22.4
 CP3112;UTM  15      - 3,644,347.234   627,424.845   MT  0.99980021   +0 44 27.6
 CP3112
 CP3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3112!SPC LA N     -   0.99999952  x   1.00007065  =   1.00007017
 CP3112!UTM  15      -   0.99999952  x   0.99980021  =   0.99979973
 CP3112
 CP3112|---------------------------------------------------------------------|
 CP3112| PID    Reference Object                     Distance      Geod. Az  |
 CP3112|                                                           dddmmss.s |
 CP3112| CY5495 SHACKLE RM 2                         32.015 METERS 25519     |
 CP3112| CY5492 SHACKLE AZ MK                                      2685245.7 |
 CP3112| CY5493 SHACKLE AZ MK 2                                    2700721.4 |
 CP3112| CY5494 SHACKLE RM 1                         30.008 METERS 34155     |
 CP3112|---------------------------------------------------------------------|
 CP3112
 CP3112                          SUPERSEDED SURVEY CONTROL
 CP3112
 CP3112  NAD 83(1992)-  32 55 47.88680(N)    091 38 13.44397(W) AD(       ) 1
 CP3112  NAD 83(1986)-  32 55 47.89851(N)    091 38 13.43863(W) AD(       ) 1
 CP3112  NAD 27      -  32 55 47.43454(N)    091 38 12.99858(W) AD(       ) 1
 CP3112  NGVD 29 (07/19/86)   29.04   (m)           95.3    (f) LEVELING    3  
 CP3112
 CP3112.Superseded values are not recommended for survey control.
 CP3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3112.See file dsdata.txt to determine how the superseded data were derived.
 CP3112
 CP3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2742544347(NAD 83)
 CP3112_MARKER: DS = TRIANGULATION STATION DISK
 CP3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3112
 CP3112  HISTORY     - Date     Condition        Report By
 CP3112  HISTORY     - 1970     MONUMENTED       NGS
 CP3112  HISTORY     - 1971     GOOD             NGS
 CP3112
 CP3112                          STATION DESCRIPTION
 CP3112
 CP3112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3112'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A FRAME HOUSE
 CP3112'ON LINE.
 CP3112'
 CP3112'THE STATION IS ABOUT 2-3/4 MILES SOUTH-SOUTHEAST OF JONES,
 CP3112'2-1/4 MILES NORTHEAST OF BONITA, IN THE SOUTHWEST 1/4 OF
 CP3112'SECTION 34, T 23 N, R 8 E, ON THE PROPERTY OF MR. D. SHACKLEFORD,
 CP3112'POST OFFICE BOX 168, BONITA, LOUISIANA, 71223.
 CP3112'
 CP3112'TO REACH THE STATION FROM THE POST OFFICE IN BONITA, GO
 CP3112'NORTHERLY ON U.S. HIGHWAY 165 FOR 0.75 MILE TO A GRAVELED CROSS
 CP3112'ROAD.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.95 MILE
 CP3112'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON GRAVELED
 CP3112'ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT.
 CP3112'
 CP3112'STATION MARKS ARE STANDARD DISKS STAMPED SHACKLE 1970.  THE
 CP3112'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3112'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS
 CP3112'93 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 64 FEET NORTH
 CP3112'OF A POWERLINE POLE, 63 FEET SOUTH-SOUTHEAST OF A 30 INCH
 CP3112'SYCAMORE TREE, 45 FEET EAST-NORTHEAST OF A 30-INCH OAK TREE
 CP3112'AND 30 FEET NORTHWEST OF A 28-INCH OAK TREE.  THE UNDERGROUND
 CP3112'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 CP3112'INCHES BELOW THE GROUND SURFACE.
 CP3112'
 CP3112'REFERENCE MARK 1, A STANDARD DISK STAMPED SHACKLE NO 1 1970, IS
 CP3112'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3112'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET NORTH
 CP3112'OF A 30-INCH SYCAMORE TREE, 32 FEET EAST OF THE NORTHEAST
 CP3112'CORNER OF A FRAME HOUSE AND 17 FEET WEST OF THE CENTER OF
 CP3112'A FIELD ROAD.
 CP3112'
 CP3112'REFERENCE MARK 2, A STANDARD DISK STAMPED SHACKLE NO 2 1970,
 CP3112'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3112'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 67 FEET NORTH
 CP3112'OF THE CENTER OF THE GRAVELED ROAD, 62 FEET SOUTH OF A
 CP3112'30-INCH SYCAMORE TREE AND 20 FEET WEST OF THE CENTER OF A
 CP3112'DRIVEWAY.
 CP3112'
 CP3112'THE AZIMUTH MARK, A STANDARD DISK STAMPED SHACKLE 1970, IS
 CP3112'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3112'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 CP3112'NORTH OF THE CENTER OF THE GRAVELED ROAD, 3 FEET WEST OF A
 CP3112'METAL WITNESS POST WITH SIGN AND 2.8 FEET NORTHEAST OF A
 CP3112'POWERLINE POLE.
 CP3112'
 CP3112'HEIGHT OF LIGHT ABOVE STATION MARK 34.9 METERS.
 CP3112
 CP3112                          STATION RECOVERY (1971)
 CP3112
 CP3112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3112'ALL THE MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD
 CP3112'CONSTRUCTION THE AZIMUTH MARK WILL BE DESTROYED.  A NEW AZIMUTH
 CP3112'MARK WAS ESTABLISHED BY THIS PARTY.  THE ANGLES WERE
 CP3112'OBSERVED AS LISTED ABOVE.  THE DIRECTIONS TO THE REFERENCE
 CP3112'MARKS CHECKED GOOD WITH THE 1970 DATA.  THE DISK WAS REMOVED
 CP3112'FROM THE OLD AZIMUTH MARK AFTER OBSERVATIONS WERE MADE AND THE
 CP3112'CONCRETE MONUMENT WILL BE REMOVED BY THE CONSTRUCTION COMPANY.
 CP3112'
 CP3112'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHACKLE 1970 1971,
 CP3112'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3112'IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 136 FEET NORTH
 CP3112'OF THE ROAD THAT IS UNDER CONSTRUCTION, 60.5 FEET SOUTH OF THE
 CP3112'NORTHEAST CORNER OF A METAL AIRPLANE HANGER, 2.5 FEET EAST OF
 CP3112'THE SOUTHEAST CORNER OF THE HANGER AND 2 FEET SOUTHEAST
 CP3112'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CP3112'
 CP3112'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 CP3112'(DIRT) ROAD FOR 1.2 MILES TO A CROSSROAD, A METAL AIRPLANE
 CP3112'HANGER IN THE NORTHEAST ANGLE OF THE INTERSECTION AND THE
 CP3112'AZIMUTH MARK AS DESCRIBED ABOVE.
 CP3112'
 CP3112'NOTE--RMS WERE NOT MESURED THIS DATE.
 CP3112'
 CP3112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3112'2-1/2 MILES NORTHEAST OF BONITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2866 ***********************************************************************
 CQ2866  DESIGNATION -  SHADY
 CQ2866  PID         -  CQ2866
 CQ2866  STATE/COUNTY-  LA/BIENVILLE
 CQ2866  USGS QUAD   -  DANVILLE (1986)
 CQ2866
 CQ2866                         *CURRENT SURVEY CONTROL
 CQ2866  ___________________________________________________________________
 CQ2866* NAD 83(1992)-  32 11 15.24598(N)    092 51 35.28195(W)     ADJUSTED  
 CQ2866* NAVD 88     -        66.6    (meters)     219.     (feet)  VERTCON   
 CQ2866  ___________________________________________________________________
 CQ2866  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CQ2866  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2866
 CQ2866  HORZ ORDER  -  SECOND
 CQ2866
 CQ2866.The horizontal coordinates were established by classical geodetic methods
 CQ2866.and adjusted by the National Geodetic Survey in January 1993..
 CQ2866
 CQ2866.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2866
 CQ2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2866
 CQ2866.The geoid height was determined by GEOID03.
 CQ2866
 CQ2866;                    North         East     Units Scale Factor Converg.
 CQ2866;SPC LA N     -   187,166.240   966,073.292   MT  0.99992579   -0 11 24.8
 CQ2866;SPC LA N     -   614,061.24  3,169,525.46   sFT  0.99992579   -0 11 24.8
 CQ2866;UTM  15      - 3,561,235.148   513,215.564   MT  0.99960215   +0 04 28.9
 CQ2866
 CQ2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2866!SPC LA N     -   0.99999357  x   0.99992579  =   0.99991936
 CQ2866!UTM  15      -   0.99999357  x   0.99960215  =   0.99959572
 CQ2866
 CQ2866|---------------------------------------------------------------------|
 CQ2866| PID    Reference Object                     Distance      Geod. Az  |
 CQ2866|                                                           dddmmss.s |
 CQ2866| CY5500 SHADY RM 1                           18.708 METERS 01204     |
 CQ2866| CY5499 SHADY AZ MK                                        1870803.1 |
 CQ2866| CQ2867 SHADY LADH RM 2 1971                 12.524 METERS 23154     |
 CQ2866|---------------------------------------------------------------------|
 CQ2866
 CQ2866                          SUPERSEDED SURVEY CONTROL
 CQ2866
 CQ2866  NAD 83(1986)-  32 11 15.26016(N)    092 51 35.27280(W) AD(       ) 2
 CQ2866  NAD 27      -  32 11 14.69525(N)    092 51 34.71076(W) AD(       ) 2
 CQ2866  NGVD 29 (07/19/86)   66.7    (m)          219.     (f) VERT ANG       
 CQ2866
 CQ2866.Superseded values are not recommended for survey control.
 CQ2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2866.See file dsdata.txt to determine how the superseded data were derived.
 CQ2866
 CQ2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1321661235(NAD 83)
 CQ2866_MARKER: DD = SURVEY DISK
 CQ2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2866
 CQ2866  HISTORY     - Date     Condition        Report By
 CQ2866  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2866
 CQ2866                          STATION DESCRIPTION
 CQ2866
 CQ2866'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2866'THE STATION IS LOCATED 4 MILES SOUTHEAST OF FRIENDSHIP, 9 MILES
 CQ2866'SOUTHWEST OF JONESBORO AND 7 MILES NORTHEAST OF SALINE, IN THE
 CQ2866'NORTHWEST 1/4 OF SECTION 23, T14N, R5W, AND ON THE PROPERTY OWNED
 CQ2866'BY THE BIENVILLE SCHOOL BOARD, ADDRESS ARCADIA, LOUISIANA.
 CQ2866'
 CQ2866'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CQ2866'155 AND 501 IN FRIENDSHIP, GO SOUTH ALONG STATE HIGHWAY 501 FOR
 CQ2866'4.1 MILES TO THE SHADY GROVE SCHOOL ON THE LEFT AND EAST OF
 CQ2866'THE HIGHWAY, AND THE STATION WHICH IS SET IN THE NORTHWEST CORNER
 CQ2866'OF THE SCHOOL YARD NEAR A POWER POLE.
 CQ2866'
 CQ2866'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 CQ2866'STATE HIGHWAY 501 FOR APPROXIMATELY 0.3 MILE.  THE MARK IS SET
 CQ2866'ON THE RIGHT AND WEST OF THE HIGHWAY NEAR A POWER POLE.
 CQ2866'
 CQ2866'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2866'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2866'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CQ2866'SUBSURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2866'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CQ2866'STAMPED SHADY 1971.  THE MARK IS 78 FEET NORTH-NORTHEAST OF THE
 CQ2866'CENTER OF THE DRIVE LEADING TO THE SHADY GROVE SCHOOL, 52 FEET
 CQ2866'EAST OF THE CENTER OF STATE HIGHWAY 501, 43 FEET SOUTH OF THE
 CQ2866'CENTER OF A GRAVEL ROAD, 4.5 FEET EAST-SOUTHEAST OF A METAL
 CQ2866'WITNESS POST AND SIGN, AND 1.5 FEET EAST OF A POWER POLE.
 CQ2866'
 CQ2866'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2866'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2866'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2866'IS STAMPED SHADY R.M. 1 1971.  IT IS 61 FEET NORTH OF A POWER
 CQ2866'POLE, 55 FEET EAST OF THE CENTER OF STATE HIGHWAY 501, 16 FEET
 CQ2866'NORTH OF THE CENTER OF A GRAVEL ROAD, AND 10 FEET
 CQ2866'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING.
 CQ2866'
 CQ2866'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2866'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CQ2866'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2866'GROUND.  IT IS STAMPED SHADY R.M. 2 1971.  IT IS 44 FEET NORTH OF
 CQ2866'THE CENTER OF THE DRIVE TO THE SHADY GROVE SCHOOL, 40 FEET
 CQ2866'SOUTHWEST OF A POWER POLE, 39 FEET SOUTH-SOUTHWEST OF A
 CQ2866'TELEPHONE CABLE JUNCTION BOX, AND 23 FEET EAST OF THE CENTER OF
 CQ2866'STATE HIGHWAY 501.
 CQ2866'
 CQ2866'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2866'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2866'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2866'IS STAMPED SHADY AZ.MK. 1971.  IT IS 57 FEET WEST-SOUTHWEST OF
 CQ2866'THE CENTER OF STATE HIGHWAY 501, 14 FEET SOUTHEAST OF A 24 INCH
 CQ2866'PINE TREE, 10 FEET SOUTHWEST OF A POWER POLE, AND 8 FEET WEST OF A
 CQ2866'METAL WITNESS POST AND SIGN.
 CQ2866'
 CQ2866'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2406 ***********************************************************************
 AU2406  DESIGNATION -  SHADYSIDE PLANTATION WATER TK
 AU2406  PID         -  AU2406
 AU2406  STATE/COUNTY-  LA/ST MARY
 AU2406  USGS QUAD   -  NORTH BEND (1994)
 AU2406
 AU2406                         *CURRENT SURVEY CONTROL
 AU2406  ___________________________________________________________________
 AU2406* NAD 83(1992)-  29 43 59.62556(N)    091 23 16.22712(W)     ADJUSTED  
 AU2406* NAVD 88     -                                                        
 AU2406  **This station is located in a subsidence area (see below).
 AU2406  ___________________________________________________________________
 AU2406  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU2406  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AU2406
 AU2406  HORZ ORDER  -  THIRD
 AU2406
 AU2406.The horizontal coordinates were established by classical geodetic methods
 AU2406.and adjusted by the National Geodetic Survey in January 1993..
 AU2406
 AU2406 ** The orthometric height has not been validated since last determined
 AU2406 ** by differential leveling and should not be used for control purposes.
 AU2406 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2406 ** area with valid NAVD 88 orthometric heights.
 AU2406 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2406 ** epoch indicated which incorporates improved geoid heights for the
 AU2406 ** Southern Louisiana Subsidence area.
 AU2406 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2406
 AU2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2406
 AU2406.The geoid height was determined by GEOID03.
 AU2406
 AU2406;                    North         East     Units Scale Factor Converg.
 AU2406;SPC LA S     -   136,698.173   994,727.096   MT  0.99993659   -0 01 38.1
 AU2406;SPC LA S     -   448,483.92  3,263,533.81   sFT  0.99993659   -0 01 38.1
 AU2406;UTM  15      - 3,290,313.679   655,913.738   MT  0.99989994   +0 47 59.0
 AU2406
 AU2406                          SUPERSEDED SURVEY CONTROL
 AU2406
 AU2406  NAD 83(1986)-  29 43 59.64747(N)    091 23 16.22270(W) AD(       ) 4
 AU2406  NAD 27      -  29 43 58.90228(N)    091 23 15.84050(W) AD(       ) 3
 AU2406
 AU2406.Superseded values are not recommended for survey control.
 AU2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2406.See file dsdata.txt to determine how the superseded data were derived.
 AU2406
 AU2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5591490314(NAD 83)
 AU2406
 AU2406  HISTORY     - Date     Condition        Report By
 AU2406  HISTORY     - UNK      MONUMENTED
 AU2406  HISTORY     - 1948     GOOD             CGS
 AU2406
 AU2406                          STATION DESCRIPTION
 AU2406
 AU2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2406'RECOVERED.  THE STATION IS LOCATED ALONG U.S. HIGHWAY 90, 8.8 MILES
 AU2406'NW OF PATTERSON, AND 3 MILES SE OF CENTERVILLE, AT THE SHADYSIDE CO.
 AU2406'LTD. SUGAR MILL.  IT IS THE SMALLER AND LOWER OF TWO TANKS AT THE
 AU2406'SUGAR MILL.  IT IS 87 FEET SE OF THE E OF TWO CISTERNS ON THE S
 AU2406'SIDE OF THE MILL, 39 FEET W OF THE W END OF THE PUSPHOUSE, 145 FEET
 AU2406'W OF THE W BANK OF BAYOU TECHE.  THE TANK IS 90 FEET HIGH AND
 AU2406'HAS A CAPACITY OF 25,000 GALLONS.
 AU2406'
 AU2406'A NEWER TANK, 140 FEET HIGH AND 50,000 GALLON CAPACITY, IS ABOUT
 AU2406'400 FEET W OF THE TRIANGULATION STATION.  THIS TANK WAS LOCATED
 AU2406'FOR A TOPO. STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0062 ***********************************************************************
 BJ0062  DESIGNATION -  SHAMROCK BOLT
 BJ0062  PID         -  BJ0062
 BJ0062  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0062  USGS QUAD   -  NEW ROADS (1994)
 BJ0062
 BJ0062                         *CURRENT SURVEY CONTROL
 BJ0062  ___________________________________________________________________
 BJ0062* NAD 83(1986)-  30 44 08.     (N)    091 25 22.     (W)     SCALED    
 BJ0062* NAVD 88     -         9.324  (meters)      30.59   (feet)  ADJUSTED  
 BJ0062  ___________________________________________________________________
 BJ0062  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0062  DYNAMIC HT  -           9.312 (meters)      30.55  (feet)  COMP
 BJ0062  MODELED GRAV-     979,361.9   (mgal)                       NAVD 88
 BJ0062
 BJ0062  VERT ORDER  -  FIRST     CLASS I
 BJ0062
 BJ0062.The horizontal coordinates were scaled from a topographic map and have
 BJ0062.an estimated accuracy of +/- 6 seconds.
 BJ0062
 BJ0062.The orthometric height was determined by differential leveling
 BJ0062.and adjusted by the National Geodetic Survey in February 1994..
 BJ0062
 BJ0062.The geoid height was determined by GEOID03.
 BJ0062
 BJ0062.The dynamic height is computed by dividing the NAVD 88
 BJ0062.geopotential number by the normal gravity value computed on the
 BJ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0062.degrees latitude (g = 980.6199 gals.).
 BJ0062
 BJ0062.The modeled gravity was interpolated from observed gravity values.
 BJ0062
 BJ0062;                    North         East    Units  Estimated Accuracy
 BJ0062;SPC LA S     -   247,810.      991,430.      MT  (+/- 180 meters Scaled)
 BJ0062
 BJ0062                          SUPERSEDED SURVEY CONTROL
 BJ0062
 BJ0062  NAVD 88 (06/15/91)    9.407  (m)           30.86   (f) UNKNOWN     1 1
 BJ0062  NGVD 29 (??/??/??)    9.309  (m)           30.54   (f) ADJUSTED    1 1
 BJ0062
 BJ0062.Superseded values are not recommended for survey control.
 BJ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0062.See file dsdata.txt to determine how the superseded data were derived.
 BJ0062
 BJ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ509013(NAD 83)
 BJ0062_MARKER: B = BOLT
 BJ0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0062_STAMPING: PBM SHAMROCK
 BJ0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0062
 BJ0062  HISTORY     - Date     Condition        Report By
 BJ0062  HISTORY     - UNK      MONUMENTED       DOD
 BJ0062  HISTORY     - 1964     GOOD             CGS
 BJ0062  HISTORY     - 1976     GOOD             NGS
 BJ0062
 BJ0062                          STATION DESCRIPTION
 BJ0062
 BJ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0062'3.1 MI NE FROM NEW ROADS.
 BJ0062'ABOUT 2.5 MILES NORTH ALONG STATE ROAD 10 FROM THE TEXAS AND PACIFIC
 BJ0062'RAILROAD STATION AT NEW ROADS, THENCE 0.6 MILE EAST ALONG STATE ROAD
 BJ0062'10, ABOUT 0.15 MILE EAST OF A CURVE IN THE ROAD, ABOUT 0.4 MILE WEST
 BJ0062'OF A SMALL BUILDING AND THE TRANSMITTING TOWER FOR RADIO STATION KWRG,
 BJ0062'264 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 100 FEET SOUTH
 BJ0062'OF THE CENTER LINE OF THE ROAD, 64 1/2 FEET SOUTH OF A FENCE, 46 FEET
 BJ0062'SOUTH OF A 36-INCH PECAN TREE, 31 FEET NORTHEAST OF A 36-INCH PECAN
 BJ0062'TREE, 10 1/2 FEET EAST OF A FENCE, A COPPER BOLT SET IN CONCRETE ABOUT
 BJ0062'2 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0062'5-INCH CAST IRON PIPE BEARING A CAP THAT PROJECTS 2 FEET.
 BJ0062
 BJ0062                          STATION RECOVERY (1976)
 BJ0062
 BJ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0062'0.6 MILE EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE HIGH-
 BJ0062'WAYS 10 AND 420, 0.4 MILE WEST OF THE KWRG RADIO TOWER, 106 FT SOUTH
 BJ0062'EAST OF THE CENTER LINE OF THE HIGHWAY, 65 FT SOUTH OF A FENCE, 10 FT
 BJ0062'EAST OF A FENCE, A COPPER BOLT SET IN CONCRETE ABOUT 2 FT BELOW THE
 BJ0062'LEVEL OF THE GROUND, ACCESS IS HAD THROUGH A 5-INCH CAST IRON PIPE AND
 BJ0062'CAP THAT PROJECTS 2 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1812 ***********************************************************************
 BJ1812  DESIGNATION -  SHAMROCK CAP
 BJ1812  PID         -  BJ1812
 BJ1812  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1812  USGS QUAD   -  NEW ROADS (1994)
 BJ1812
 BJ1812                         *CURRENT SURVEY CONTROL
 BJ1812  ___________________________________________________________________
 BJ1812* NAD 83(1986)-  30 44 08.     (N)    091 25 21.     (W)     SCALED    
 BJ1812* NAVD 88     -        10.56   (+/-2cm)      34.6    (feet)  VERTCON   
 BJ1812  ___________________________________________________________________
 BJ1812  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1812
 BJ1812  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1812
 BJ1812.The horizontal coordinates were scaled from a topographic map and have
 BJ1812.an estimated accuracy of +/- 6 seconds.
 BJ1812
 BJ1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1812.The vertical order pertains to the NGVD 29 superseded value.
 BJ1812
 BJ1812.The geoid height was determined by GEOID03.
 BJ1812
 BJ1812;                    North         East    Units  Estimated Accuracy
 BJ1812;SPC LA S     -   247,810.      991,460.      MT  (+/- 180 meters Scaled)
 BJ1812
 BJ1812                          SUPERSEDED SURVEY CONTROL
 BJ1812
 BJ1812  NGVD 29 (??/??/??)   10.546  (m)           34.60   (f) ADJUSTED    1 2
 BJ1812
 BJ1812.Superseded values are not recommended for survey control.
 BJ1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1812.See file dsdata.txt to determine how the superseded data were derived.
 BJ1812
 BJ1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ510013(NAD 83)
 BJ1812_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1812_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1812_STAMPING: PBM SHAMROCK
 BJ1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1812
 BJ1812  HISTORY     - Date     Condition        Report By
 BJ1812  HISTORY     - UNK      MONUMENTED       DOD
 BJ1812  HISTORY     - 1964     GOOD             CGS
 BJ1812
 BJ1812                          STATION DESCRIPTION
 BJ1812
 BJ1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1812'3.1 MI NE FROM NEW ROADS.
 BJ1812'ABOUT 2.5 MILES NORTH ALONG STATE ROAD 10 FROM THE TEXAS AND PACIFIC
 BJ1812'RAILROAD STATION AT NEW ROADS, THENCE 0.6 MILE EAST ALONG STATE ROAD
 BJ1812'10, ABOUT 0.15 MILE EAST OF A CURVE IN THE ROAD, ABOUT 0.4 MILE WEST
 BJ1812'OF A SMALL BUILDING AND THE TRANSMITTING TOWER FOR RADIO STATION KWRG,
 BJ1812'264 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 100 FEET SOUTH
 BJ1812'OF THE CENTER LINE OF THE ROAD, 64 1/2 FEET SOUTH OF A FENCE, 46 FEET
 BJ1812'SOUTH OF A 36-INCH PECAN TREE, 31 FEET NORTHEAST OF A 36-INCH PECAN
 BJ1812'TREE, 10 1/2 FEET EAST OF A FENCE, A 5-INCH CAST IRON PIPE BEARING A
 BJ1812'CAP THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2612 ***********************************************************************
 AU2612  DESIGNATION -  SHARK 1933
 AU2612  PID         -  AU2612
 AU2612  STATE/COUNTY-  LA/IBERIA
 AU2612  USGS QUAD   -  WEEKS (1994)
 AU2612
 AU2612                         *CURRENT SURVEY CONTROL
 AU2612  ___________________________________________________________________
 AU2612* NAD 83(1992)-  29 47 10.57887(N)    091 51 38.50236(W)     ADJUSTED  
 AU2612* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2612  **This station is located in a subsidence area (see below).
 AU2612  ___________________________________________________________________
 AU2612  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AU2612  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AU2612
 AU2612  HORZ ORDER  -  THIRD
 AU2612
 AU2612.The horizontal coordinates were established by classical geodetic methods
 AU2612.and adjusted by the National Geodetic Survey in January 1993..
 AU2612
 AU2612 ** The orthometric height has not been validated since last determined
 AU2612 ** by differential leveling and should not be used for control purposes.
 AU2612 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2612 ** area with valid NAVD 88 orthometric heights.
 AU2612 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2612 ** epoch indicated which incorporates improved geoid heights for the
 AU2612 ** Southern Louisiana Subsidence area.
 AU2612 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2612.The orthometric height was scaled from a topographic map.
 AU2612
 AU2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2612
 AU2612.The geoid height was determined by GEOID03.
 AU2612
 AU2612;                    North         East     Units Scale Factor Converg.
 AU2612;SPC LA S     -   142,693.550   949,011.756   MT  0.99993272   -0 15 49.3
 AU2612;SPC LA S     -   468,153.76  3,113,549.40   sFT  0.99993272   -0 15 49.3
 AU2612;UTM  15      - 3,295,646.869   610,121.721   MT  0.99974962   +0 33 57.7
 AU2612
 AU2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2612!SPC LA S     -   1.00000411  x   0.99993272  =   0.99993683
 AU2612!UTM  15      -   1.00000411  x   0.99974962  =   0.99975373
 AU2612
 AU2612                          SUPERSEDED SURVEY CONTROL
 AU2612
 AU2612  NAD 83(1986)-  29 47 10.59972(N)    091 51 38.49609(W) AD(       ) 3
 AU2612  NAD 27      -  29 47 09.84800(N)    091 51 38.06400(W) AD(       ) 3
 AU2612
 AU2612.Superseded values are not recommended for survey control.
 AU2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2612.See file dsdata.txt to determine how the superseded data were derived.
 AU2612
 AU2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1012295647(NAD 83)
 AU2612_MARKER: DS = TRIANGULATION STATION DISK
 AU2612_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2612_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2612
 AU2612  HISTORY     - Date     Condition        Report By
 AU2612  HISTORY     - 1933     MONUMENTED       CGS
 AU2612  HISTORY     - 1947     MARK NOT FOUND   CGS
 AU2612  HISTORY     - 1948     MARK NOT FOUND   CGS
 AU2612
 AU2612                          STATION DESCRIPTION
 AU2612
 AU2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2612'STATION IS ON THE E SHORE OF VERMILION BAY, 1.0 MILE S OF WEEKS
 AU2612'BAY, ON THE ISLAND KNOWN LOCALLY AS SHARK ISLAND, AND IN SOFT
 AU2612'MARSH 125 METERS (410 FEET) INSHORE.
 AU2612'
 AU2612'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2612'SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS
 AU2612'FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN
 AU2612'PILE DRIVEN INTO THE MARSH.
 AU2612'
 AU2612'NO DISTANCES WERE MEASURED TO THE REFERENCE MARKS.
 AU2612
 AU2612                          STATION RECOVERY (1947)
 AU2612
 AU2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU2612'STATION NOT RECOVERED.  A SEARCH WAS MADE AND IT IS BELIEVED
 AU2612'STATION HAS NOT BEEN DISTURBED, BUT DUE TO THE EXTREMELY THICK
 AU2612'GROWTH OF MARSH GRASS IT COULD BE RECOVERED ONLY BY EXTENSIVE
 AU2612'SURVEY METHODS.
 AU2612
 AU2612                          STATION RECOVERY (1948)
 AU2612
 AU2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2612'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  AT THE TIME
 AU2612'THAT THIS SEARCH WAS MADE HIGH WATER HAD THE SITE UNDER
 AU2612'ABOUT 6 INCHES OF WATER.  EVIDENTLY THE SHORE LINE HAS ERODED
 AU2612'CONSIDERABLY SINCE THE STATION WAS ESTABLISHED.  IT IS NO DOUBT
 AU2612'THE STATION HAD LONG SINCE BEEN WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1223 ***********************************************************************
 CQ1223  DESIGNATION -  SHARON
 CQ1223  PID         -  CQ1223
 CQ1223  STATE/COUNTY-  LA/CLAIBORNE
 CQ1223  USGS QUAD   -  LISBON (1986)
 CQ1223
 CQ1223                         *CURRENT SURVEY CONTROL
 CQ1223  ___________________________________________________________________
 CQ1223* NAD 83(1992)-  32 46 57.67119(N)    092 47 28.57911(W)     ADJUSTED  
 CQ1223* NAVD 88     -        99.872  (meters)     327.66   (feet)  ADJUSTED  
 CQ1223  ___________________________________________________________________
 CQ1223  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CQ1223  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1223  DYNAMIC HT  -          99.762 (meters)     327.30  (feet)  COMP
 CQ1223  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 CQ1223
 CQ1223  HORZ ORDER  -  SECOND
 CQ1223  VERT ORDER  -  SECOND    CLASS 0
 CQ1223
 CQ1223.The horizontal coordinates were established by classical geodetic methods
 CQ1223.and adjusted by the National Geodetic Survey in September 1999..
 CQ1223
 CQ1223.The orthometric height was determined by differential leveling
 CQ1223.and adjusted by the National Geodetic Survey in June 1991..
 CQ1223
 CQ1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1223
 CQ1223.The geoid height was determined by GEOID03.
 CQ1223
 CQ1223.The dynamic height is computed by dividing the NAVD 88
 CQ1223.geopotential number by the normal gravity value computed on the
 CQ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1223.degrees latitude (g = 980.6199 gals.).
 CQ1223
 CQ1223.The modeled gravity was interpolated from observed gravity values.
 CQ1223
 CQ1223;                    North         East     Units Scale Factor Converg.
 CQ1223;SPC LA N     -   253,140.314   972,712.419   MT  1.00002851   -0 09 14.4
 CQ1223;SPC LA N     -   830,511.18  3,191,307.33   sFT  1.00002851   -0 09 14.4
 CQ1223;UTM  15      - 3,627,215.239   519,546.180   MT  0.99960471   +0 06 46.9
 CQ1223
 CQ1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1223!SPC LA N     -   0.99998840  x   1.00002851  =   1.00001691
 CQ1223!UTM  15      -   0.99998840  x   0.99960471  =   0.99959311
 CQ1223
 CQ1223:                Primary Azimuth Mark                     Grid Az
 CQ1223:SPC LA N     -  DUBACH TEX E TRANS RADIO MAST            130 23 20.3
 CQ1223:UTM  15      -  DUBACH TEX E TRANS RADIO MAST            130 07 19.0
 CQ1223
 CQ1223|---------------------------------------------------------------------|
 CQ1223| PID    Reference Object                     Distance      Geod. Az  |
 CQ1223|                                                           dddmmss.s |
 CQ1223| CQ2924 DUBACH TEX E TRANS RADIO MAST       APPROX.19.5 KM 1301405.9 |
 CQ1223| CY5502 SHARON AZ MK                                       1522131.9 |
 CQ1223| CQ1222 SHARON RM 1                          29.611 METERS 25310     |
 CQ1223| CY5503 SHARON RM 2                          28.731 METERS 35118     |
 CQ1223|---------------------------------------------------------------------|
 CQ1223
 CQ1223                          SUPERSEDED SURVEY CONTROL
 CQ1223
 CQ1223  NAD 83(1992)-  32 46 57.67212(N)    092 47 28.57736(W) AD(       ) 2
 CQ1223  NAD 83(1986)-  32 46 57.68439(N)    092 47 28.57003(W) AD(       ) 2
 CQ1223  NAD 27      -  32 46 57.15400(N)    092 47 28.01500(W) AD(       ) 2
 CQ1223  NGVD 29 (??/??/??)   99.958  (m)          327.95   (f) ADJUSTED    2 0
 CQ1223
 CQ1223.Superseded values are not recommended for survey control.
 CQ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1223.See file dsdata.txt to determine how the superseded data were derived.
 CQ1223
 CQ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1954627215(NAD 83)
 CQ1223_MARKER: DS = TRIANGULATION STATION DISK
 CQ1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1223_STAMPING: SHARON 1952
 CQ1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1223+STABILITY: SURFACE MOTION
 CQ1223
 CQ1223  HISTORY     - Date     Condition        Report By
 CQ1223  HISTORY     - 1952     MONUMENTED       CGS
 CQ1223  HISTORY     - 1952     GOOD             LADH
 CQ1223  HISTORY     - 1969     GOOD             LADH
 CQ1223
 CQ1223                          STATION DESCRIPTION
 CQ1223
 CQ1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ1223'THE STATION IS IN SECTION 28, T 21 N., R 4 W, ABOUT 8 MILES
 CQ1223'SOUTHWEST OF BERNICE, ON A TIMBERED RIDGE WHICH IS THE HIGHEST
 CQ1223'POINT IN THE IMMEDIATE VICINITY.  THE MARK IS 74 FEET WEST
 CQ1223'OF THE WEST FACE OF THE LARGER OF TWO METAL OIL STORAGE
 CQ1223'TANKS, 52 FEET NORTH OF THE CENTER OF A TRACK ROAD, 48
 CQ1223'FEET EAST OF THE CENTER OF THE HIGHWAY AND 20 FEET NORTHEAST
 CQ1223'OF A WHITE 4 IN X 4 IN WITNESS POST.
 CQ1223'
 CQ1223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165
 CQ1223'AND STATE HIGHWAY 489 IN THE SOUTHWEST PART OF BERNICE GO
 CQ1223'WESTERLY ON HIGHWAY 489 FOR 11.4 MILES TO STATE HIGHWAY
 CQ1223'11, TURN LEFT (SOUTH) ON HIGHWAY 11 FOR 0.8 MILE TO THE
 CQ1223'STATION ON THE LEFT, CONTINUE SOUTHEAST ON THE HIGHWAY 0.25
 CQ1223'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CQ1223'
 CQ1223'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ1223'SHARON 1952.
 CQ1223'
 CQ1223'REFERENCE MARK 1 IS 50 FEET WEST OF THE CENTER OF THE HIGHWAY
 CQ1223'AND 31 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.  THE
 CQ1223'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SHARON NO 1
 CQ1223'1952.
 CQ1223'
 CQ1223'REFERENCE MARK 2 IS 58 FEET EAST OF THE CENTER OF THE HIGHWAY.
 CQ1223'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SHARON NO
 CQ1223'2 1952.
 CQ1223'
 CQ1223'THE AZIMUTH MARK IS 76 FEET EAST OF THE EAST CORNER OF A WHITE
 CQ1223'HOUSE, 46 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND
 CQ1223'26 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES
 CQ1223'AND THE DISK IS STAMPED SHARON 1952.
 CQ1223'
 CQ1223'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ1223
 CQ1223                          STATION RECOVERY (1952)
 CQ1223
 CQ1223'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1952 (RD)
 CQ1223'THE STATION WAS VISITED 5/27/69 AND THE STATION MARK, AND
 CQ1223'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  A NEW
 CQ1223'DESCRIPTION FOLLOWS--
 CQ1223'
 CQ1223'THE STATION IS LOCATED 9.5 MILES WEST OF BERNICE IN SECTION
 CQ1223'28, T21N, R4W.  IT IS 91 FEET NORTH OF 38 INCH RED OAK, 88
 CQ1223'FEET NORTHWEST OF 12 INCH CEDAR, 49 FEET EAST OF CENTERLINE
 CQ1223'OF LOUISIANA HIGHWAY 152.
 CQ1223'
 CQ1223'IT IS A STANDARD TRIANGULATION DISK, STAMPED SHARON 1952
 CQ1223'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST
 CQ1223'IS SET 1.0 FEET WEST OF THE MARK.
 CQ1223'
 CQ1223'REFERENCE MARK NO. 1 IS 97.5 FEET WEST OF THE STATION.  IT
 CQ1223'IS 49 FEET WEST OF CENTERLINE OF LOUISIANA HIGHWAY 152, 24
 CQ1223'FEET SOUTH OF PARISH ROAD LEADING TO RESIDENCE OF J.C. ENGLISH.
 CQ1223'IT IS A STANDARD DISK, STAMPED SHARON NO. 1 1952, PROJECTING
 CQ1223'3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CQ1223'FEET EAST OF THE MARK.
 CQ1223'
 CQ1223'THE REFERENCE MARK IS 97.5 FEET WEST OF THE STATION.  TO
 CQ1223'REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 167 AND
 CQ1223'LOUISIANA HIGHWAY 2 IN BERNICE, GO 8.8 MILES WEST ALONG LOUISIANA
 CQ1223'HIGHWAY 2 TO JUNCTION OF LOUISIANA HIGHWAY 2 AND LOUISIANA
 CQ1223'HIGHWAY 152.  THENCE 0.7 MILES SOUTH ALONG LOUISIANA HIGHWAY
 CQ1223'152.
 CQ1223'
 CQ1223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 CQ1223'WEST.
 CQ1223
 CQ1223                          STATION RECOVERY (1969)
 CQ1223
 CQ1223'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1223'9.5 MI W FROM BERNICE.
 CQ1223'ABOUT 9.5 MILES WEST ALONG LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY
 CQ1223'152 FROM JUNCTION OF U.S. HIGHWAY 167 AND LOUISIANA HIGHWAY 2 IN
 CQ1223'BERNICE, 0.7 MILES SOUTH ALONG LOUISIANA HIGHWAY 152 FROM JUNCTION OF
 CQ1223'LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 152, 91 FEET NORTH OF 38
 CQ1223'INCH RED OAK, 88 FEET NORTHWEST OF 12 INCH CEDAR, 49 FEET EAST OF
 CQ1223'CENTERLINE OF LOUISIANA HIGHWAY 152.  SET IN THE TOP OF A CONCRETE
 CQ1223'POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 CQ1223'SET 1.0 FEET WEST OF THE MARK.  SECTION 28, T 21N, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1222 ***********************************************************************
 CQ1222  DESIGNATION -  SHARON RM 1
 CQ1222  PID         -  CQ1222
 CQ1222  STATE/COUNTY-  LA/CLAIBORNE
 CQ1222  USGS QUAD   -  LISBON (1986)
 CQ1222
 CQ1222                         *CURRENT SURVEY CONTROL
 CQ1222  ___________________________________________________________________
 CQ1222* NAD 83(1986)-  32 46 56.     (N)    092 47 33.     (W)     SCALED    
 CQ1222* NAVD 88     -        99.506  (meters)     326.46   (feet)  ADJUSTED  
 CQ1222  ___________________________________________________________________
 CQ1222  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1222  DYNAMIC HT  -          99.396 (meters)     326.10  (feet)  COMP
 CQ1222  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 CQ1222
 CQ1222  VERT ORDER  -  SECOND    CLASS 0
 CQ1222
 CQ1222.The horizontal coordinates were scaled from a topographic map and have
 CQ1222.an estimated accuracy of +/- 6 seconds.
 CQ1222
 CQ1222.The orthometric height was determined by differential leveling
 CQ1222.and adjusted by the National Geodetic Survey in June 1991..
 CQ1222
 CQ1222.The geoid height was determined by GEOID03.
 CQ1222
 CQ1222.The dynamic height is computed by dividing the NAVD 88
 CQ1222.geopotential number by the normal gravity value computed on the
 CQ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1222.degrees latitude (g = 980.6199 gals.).
 CQ1222
 CQ1222.The modeled gravity was interpolated from observed gravity values.
 CQ1222
 CQ1222;                    North         East    Units  Estimated Accuracy
 CQ1222;SPC LA N     -   253,090.      972,600.      MT  (+/- 180 meters Scaled)
 CQ1222
 CQ1222                          SUPERSEDED SURVEY CONTROL
 CQ1222
 CQ1222  NGVD 29 (??/??/??)   99.591  (m)          326.74   (f) ADJUSTED    2 0
 CQ1222
 CQ1222.Superseded values are not recommended for survey control.
 CQ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1222.See file dsdata.txt to determine how the superseded data were derived.
 CQ1222
 CQ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS194271(NAD 83)
 CQ1222_MARKER: DR = REFERENCE MARK DISK
 CQ1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1222_STAMPING: SHARON NO. 1 1952
 CQ1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1222+STABILITY: SURFACE MOTION
 CQ1222
 CQ1222  HISTORY     - Date     Condition        Report By
 CQ1222  HISTORY     - 1952     MONUMENTED       CGS
 CQ1222  HISTORY     - 1969     GOOD             LADH
 CQ1222
 CQ1222                          STATION DESCRIPTION
 CQ1222
 CQ1222'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1222'9.5 MI W FROM BERNICE.
 CQ1222'ABOUT 9.5 MILES WEST ALONG LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY
 CQ1222'152 FROM JUNCTION OF U.S. HIGHWAY 167 AND LOUISIANA HIGHWAY 2 IN
 CQ1222'BERNICE, 0.7 MILES SOUTH ALONG LOUISIANA HIGHWAY 152 FROM JUNCTION OF
 CQ1222'LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 152, 97.5 FEET WEST OF
 CQ1222'SHARON TRIANGULATION STATION 1952, 49 FEET WEST OF CENTERLINE OF
 CQ1222'LOUISIANA HIGHWAY 152, 24 FEET SOUTH OF PARISH ROAD LEADING TO
 CQ1222'RESIDENCE OF J.C. ENGLISH.  SET IN THE TOP OF A CONCRETE POST
 CQ1222'PROJECTING 3 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0
 CQ1222'FEET EAST OF THE MARK.  SECTION 28, T 21N, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4154 ***********************************************************************
 BJ4154  DESIGNATION -  SHARP
 BJ4154  PID         -  BJ4154
 BJ4154  STATE/COUNTY-  LA/ST TAMMANY
 BJ4154  USGS QUAD   -  ENON (1983)
 BJ4154
 BJ4154                         *CURRENT SURVEY CONTROL
 BJ4154  ___________________________________________________________________
 BJ4154* NAD 83(1992)-  30 39 13.30959(N)    090 01 43.35147(W)     ADJUSTED  
 BJ4154* NAVD 88     -        60.7    (meters)     199.     (feet)  VERTCON   
 BJ4154  ___________________________________________________________________
 BJ4154  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BJ4154  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ4154
 BJ4154  HORZ ORDER  -  FIRST
 BJ4154
 BJ4154.The horizontal coordinates were established by classical geodetic methods
 BJ4154.and adjusted by the National Geodetic Survey in May 1994..
 BJ4154
 BJ4154.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4154
 BJ4154.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4154
 BJ4154.The geoid height was determined by GEOID03.
 BJ4154
 BJ4154;                    North         East     Units Scale Factor Converg.
 BJ4154;SPC LA S     -   239,441.953 1,125,041.305   MT  0.99999048   +0 39 08.4
 BJ4154;SPC LA S     -   785,569.14  3,691,073.01   sFT  0.99999048   +0 39 08.4
 BJ4154;UTM  15      - 3,394,990.285   784,739.080   MT  1.00060029   +1 30 57.3
 BJ4154;UTM  16      - 3,395,137.374   209,756.144   MT  1.00063935   -1 32 42.9
 BJ4154
 BJ4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4154!SPC LA S     -   0.99999477  x   0.99999048  =   0.99998525
 BJ4154!UTM  15      -   0.99999477  x   1.00060029  =   1.00059506
 BJ4154!UTM  16      -   0.99999477  x   1.00063935  =   1.00063412
 BJ4154
 BJ4154|---------------------------------------------------------------------|
 BJ4154| PID    Reference Object                     Distance      Geod. Az  |
 BJ4154|                                                           dddmmss.s |
 BJ4154| CW2320 SHARP RM 1                           33.970 METERS 01646     |
 BJ4154| BH2960 BOGALUSA CABLE TV MAST              APPROX.14.7 KM 0464159.3 |
 BJ4154| CW2319 SHARP AZ MK                                        0833816.0 |
 BJ4154| BH2959 SUN MUN TANK                        APPROX.13.3 KM 0914458.6 |
 BJ4154| BH2955 WALDHEIM LOT                        APPROX. 9.9 KM 1475646.5 |
 BJ4154| CW2321 SHARP RM 2                           29.520 METERS 25425     |
 BJ4154|---------------------------------------------------------------------|
 BJ4154
 BJ4154                          SUPERSEDED SURVEY CONTROL
 BJ4154
 BJ4154  NAD 83(1992)-  30 39 13.31074(N)    090 01 43.35216(W) AD(       ) 1
 BJ4154  NAD 83(1986)-  30 39 13.32242(N)    090 01 43.34879(W) AD(       ) 1
 BJ4154  NAD 27      -  30 39 12.64081(N)    090 01 43.06976(W) AD(       ) 1
 BJ4154  NGVD 29 (07/19/86)   60.8    (m)          199.     (f) VERT ANG       
 BJ4154
 BJ4154.Superseded values are not recommended for survey control.
 BJ4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4154.See file dsdata.txt to determine how the superseded data were derived.
 BJ4154
 BJ4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8473994990(NAD 83)
 BJ4154_MARKER: DS = TRIANGULATION STATION DISK
 BJ4154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4154
 BJ4154  HISTORY     - Date     Condition        Report By
 BJ4154  HISTORY     - 1970     MONUMENTED       NGS
 BJ4154
 BJ4154                          STATION DESCRIPTION
 BJ4154
 BJ4154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4154'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHEAST OF COVINGTON,
 BJ4154'10 MILES EAST-NORTHEAST OF FOLSOM, 7.5 MILES WEST OF SUN AND ON LAND
 BJ4154'OWNED BY MRS. PROSTON SHARP.
 BJ4154'
 BJ4154'TO REACH THE STATION FROM COVINGTON, FROM THE JUNCTION OF U.S.
 BJ4154'HIGHWAY 190, BUSINESS ROUTE 190 AND STATE HIGHWAY 21, AT THE EAST
 BJ4154'EDGE OF COVINGTON, GO NORTHWEST ON U.S. HIGHWAY 190 PASSING OVER
 BJ4154'THE OVERPASS FOR 0.9 MILE TO FORKS AND JUNCTION WITH STATE HIGHWAY
 BJ4154'437.  TURN RIGHT AND GO NORTHEAST AND NORTH ON STATE HIGHWAY 437 FOR
 BJ4154'2.55 MILES TO FORKS AND JUNCTION WITH STATE ROAD 1081, CONTINUE
 BJ4154'ON STATE HIGHWAY 437 FOR 4.3 MILES TO JUNCTION WITH STATE HIGHWAY 40.
 BJ4154'CONTINUE NORTH ON STATE HIGHWAY 40 FOR 0.4 MILE TO JUNCTION WITH
 BJ4154'STATE ROAD 1129.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 40 FOR
 BJ4154'5.55 MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON A
 BJ4154'GRAVEL ROAD FOR 0.95 MILE TO POINT WHERE THE ROAD TURNS LEFT.  TURN
 BJ4154'LEFT AND GO WEST ON THE GRAVEL ROAD FOR 0.05 MILE TO THE AZIMUTH
 BJ4154'MARK ON THE RIGHT, CONTINUE WEST ON THE GRAVEL ROAD FOR 0.15 MILE
 BJ4154'TO THE STATION ON THE LEFT.
 BJ4154'
 BJ4154'THE STATION MARK IS A STANDARD DISK, STAMPED SHARP 1970, SET IN THE
 BJ4154'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4154'THE GROUND SURFACE.  IT IS 90.5 FEET WEST OF THE NORTHEAST CORNER OF
 BJ4154'A HOUSE, 90 FEET SOUTHWEST OF THE GRAVEL ROAD, 10 FEET EAST OF A
 BJ4154'FENCE AND 10 FEET NORTHEAST OF A METAL WITNESS POST.
 BJ4154'
 BJ4154'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHARP NO 1 1970, SET IN
 BJ4154'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4154'WITH THE GROUND SURFACE.  IT IS 52.2 FEET SOUTH OF THE SOUTHEAST
 BJ4154'CORNER OF A HOUSE, 22 FEET NORTH OF THE GRAVEL ROAD AND 21 FEET
 BJ4154'SOUTH OF A FENCE.
 BJ4154'
 BJ4154'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHARP NO 2 1970, SET IN
 BJ4154'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4154'WITH THE GROUND SURFACE.  IT IS 87 FEET SOUTH OF THE GRAVEL ROAD AND
 BJ4154'9.5 FEET SOUTH OF A FENCE.
 BJ4154'
 BJ4154'AZIMUTH MARK IS A STANDARD DISK, STAMPED SHARP 1970, SET IN THE TOP
 BJ4154'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2-INCHES
 BJ4154'ABOVE THE GROUND SURFACE.  IT IS 17 FEET NORTHEAST OF THE GRAVEL
 BJ4154'ROAD, 1.8 FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 BJ4154'SOUTHWEST OF A FENCE.
 BJ4154'
 BJ4154'HEIGHT OF LIGHT ABOVE STATION MARK 31.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4351 ***********************************************************************
 BJ4351  DESIGNATION -  SHARP
 BJ4351  PID         -  BJ4351
 BJ4351  STATE/COUNTY-  LA/LIVINGSTON
 BJ4351  USGS QUAD   -  KILLIAN (1980)
 BJ4351
 BJ4351                         *CURRENT SURVEY CONTROL
 BJ4351  ___________________________________________________________________
 BJ4351* NAD 83(1992)-  30 17 48.06733(N)    090 33 36.47545(W)     ADJUSTED  
 BJ4351* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BJ4351  ___________________________________________________________________
 BJ4351  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ4351  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ4351
 BJ4351  HORZ ORDER  -  SECOND
 BJ4351
 BJ4351.The horizontal coordinates were established by classical geodetic methods
 BJ4351.and adjusted by the National Geodetic Survey in January 1993..
 BJ4351
 BJ4351.The orthometric height was scaled from a topographic map.
 BJ4351
 BJ4351.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4351
 BJ4351.The geoid height was determined by GEOID03.
 BJ4351
 BJ4351;                    North         East     Units Scale Factor Converg.
 BJ4351;SPC LA S     -   199,404.086 1,074,375.302   MT  0.99993902   +0 23 11.8
 BJ4351;SPC LA S     -   654,211.57  3,524,846.30   sFT  0.99993902   +0 23 11.8
 BJ4351;UTM  15      - 3,354,182.653   734,651.569   MT  1.00027934   +1 13 53.1
 BJ4351
 BJ4351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4351!SPC LA S     -   1.00000421  x   0.99993902  =   0.99994322
 BJ4351!UTM  15      -   1.00000421  x   1.00027934  =   1.00028355
 BJ4351
 BJ4351|---------------------------------------------------------------------|
 BJ4351| PID    Reference Object                     Distance      Geod. Az  |
 BJ4351|                                                           dddmmss.s |
 BJ4351| CW2317 SHARP RM 1                           39.623 METERS 03639     |
 BJ4351| BJ4352 LAKE MAUREPAS AMITE RIVER LH        205.227 METERS 07637     |
 BJ4351| CW2318 SHARP RM 2                           35.832 METERS 30910     |
 BJ4351| CW2316 SHARP AZ MK                                        3390508.0 |
 BJ4351|---------------------------------------------------------------------|
 BJ4351
 BJ4351                          SUPERSEDED SURVEY CONTROL
 BJ4351
 BJ4351  NAD 83(1986)-  30 17 48.08414(N)    090 33 36.47453(W) AD(       ) 2
 BJ4351  NAD 27      -  30 17 47.38093(N)    090 33 36.15281(W) AD(       ) 2
 BJ4351
 BJ4351.Superseded values are not recommended for survey control.
 BJ4351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4351.See file dsdata.txt to determine how the superseded data were derived.
 BJ4351
 BJ4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3465254183(NAD 83)
 BJ4351_MARKER: DS = TRIANGULATION STATION DISK
 BJ4351_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BJ4351_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BJ4351
 BJ4351  HISTORY     - Date     Condition        Report By
 BJ4351  HISTORY     - 1939     MONUMENTED       CGS
 BJ4351  HISTORY     - 1961     GOOD             USGS
 BJ4351  HISTORY     - 1972     MARK NOT FOUND   NGS
 BJ4351
 BJ4351                          STATION DESCRIPTION
 BJ4351
 BJ4351'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4351'THE STATION IS LOCATED ON THE W SHORE OF LAKE MAUREPAS, NEAR
 BJ4351'THE MOUTH OF THE AMITE RIVER, IN SECTION 1, T 9 S, R 6 E.
 BJ4351'
 BJ4351'SURFACE MARK IS STANDARD BRONZE DISK IN A TILE AS DESCRIBED
 BJ4351'
 BJ4351'UNDERGROUND-STATION MARK IS A STANDARD BRONZE DISK SET IN
 BJ4351'CONCRETE.
 BJ4351'
 BJ4351'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 BJ4351'IN CONCRETE, IN THE TOP OF A TILE.
 BJ4351'
 BJ4351'REFERENCE MARK NO. 1 IS 39.623 METERS, (130.00 FEET), NE
 BJ4351'OF THE STATION.  29 FEET E OF THE E FACE OF A SMALL WOODEN
 BJ4351'SHACK.  25 FEET W OF THE SHORE LINE OF LAKE MAUREPAS.  AND
 BJ4351'3 FEET W OF A 4- BY 4-INCH WHITE WITNESS POST PROJECTING
 BJ4351'2-1/2 FEET ABOVE THE GROUND.  MARK, PROJECTS 4
 BJ4351'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED SHARP
 BJ4351'NO. 1 1939.
 BJ4351'
 BJ4351'REFERENCE MARK NO. 2 IS 35.832 METERS, (117.57 FEET) WNW
 BJ4351'OF THE STATION, 16 FEET E OF THE E BANK OF THE AMITE RIVER,
 BJ4351'30 FEET S OF THE S END OF THE BOAT DOCK, 2 FEET E OF A 4- BY
 BJ4351'4-INCH WHITE WITNESS POST PROJECTING 2-1/2 FEET ABOVE THE
 BJ4351'GROUND.  MARK, PROJECTS 4 INCHES ABOVE THE SURFACE
 BJ4351'OF THE GROUND AND IS STAMPED SHARP NO. 2 1939.
 BJ4351'
 BJ4351'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NW OF THE STATION,
 BJ4351'ON THE E BANK OF THE AMITE RIVER.  6 FEET E OF THE WATER
 BJ4351'LINE.  AND 3 FEET W OF A 4- BY 4-INCH WHITE WITNESS POST
 BJ4351'PROJECTING 2-1/2 FEET ABOVE THE GROUND.  MARK,
 BJ4351'PROJECTS 10 INCHES ABOVE THE GROUND AND IS STAMPED SHARP
 BJ4351'1939.
 BJ4351'
 BJ4351'TO REACH THE STATION FROM THE TOWN OF MANCHAC, GO W ACROSS
 BJ4351'LAKE MAUREPAS BY BOAT, A DISTANCE OF ABOUT 10 MILES, TO THE
 BJ4351'AMITE RIVER LIGHTHOUSE AND THE STATION 150 YARDS WSW OF THE
 BJ4351'LIGHTHOUSE.  THE STATION IS NEAR THE S END OF A SAW MILL
 BJ4351'CLEARING.  142 FEET SE OF THE BOAT DOCK.  100 FEET W OF THE
 BJ4351'WATER LINE OF LAKE MAUREPAS.  59 FEET SSW OF THE SW CORNER
 BJ4351'OF A SMALL SHACK.  128 FEET E OF THE E BANK OF THE AMITE
 BJ4351'RIVER.  23 FEET E OF A CYPRESS STUMP WHICH IS 36 INCHES
 BJ4351'HIGH.  7 FEET W OF THE CENTER LINE OF A LOGGING ROAD LEADING
 BJ4351'TO THE S.  AND 2.5 FEET NNW OF A 4- BY 4-INCH WHITE WITNESS
 BJ4351'POST PROJECTING 2-1/2 FEET ABOVE THE GROUND.  MARK,
 BJ4351'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED
 BJ4351'SHARP 1939.
 BJ4351'
 BJ4351'A 103-FOOT TOWER IS NEEDED TO SEE A 123-FOOT TOWER AT ROME.
 BJ4351'
 BJ4351'A 103-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT RATHBORNE.
 BJ4351'
 BJ4351'A 77-FOOT TOWER IS NEEDED TO SEE A 100-FOOT TOWER AT GALVA.
 BJ4351'
 BJ4351'A 77-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT RUDDOCK.
 BJ4351'
 BJ4351'A 77-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT MAUREPAS.
 BJ4351'
 BJ4351'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4351
 BJ4351                          STATION RECOVERY (1961)
 BJ4351
 BJ4351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BJ4351'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4351
 BJ4351                          STATION RECOVERY (1972)
 BJ4351
 BJ4351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 BJ4351'A SEARCH WAS MADE FOR THIS STATION SITE.  NONE OF THE MARKS
 BJ4351'WERE FOUND.  IT MENTIONED IN THE 1939 DESCRIPTION OF THE
 BJ4351'SHORE LINE, LIGHTHOUSE, DOCK AND LUMBER SHED.  IT NOW APPEARED
 BJ4351'AS THE SHORELINE AND TREE LINE HAS WASHED AWAY TO THE WEST
 BJ4351'CONSIDERABLY.  WERE THE STATION SITE WAS TO BE BY THE OLD
 BJ4351'DESCRIPTION MEASUREMENTS THERE IS NOW AT LEAST 3 FEET OF WATER.
 BJ4351'
 BJ4351'A BOAT WAS USED TO VISIT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2484 ***********************************************************************
 BW2484  DESIGNATION -  SHAW USE OLD RIVER RAD MAST
 BW2484  PID         -  BW2484
 BW2484  STATE/COUNTY-  LA/CONCORDIA
 BW2484  USGS QUAD   -  FORT ADAMS (1965)
 BW2484
 BW2484                         *CURRENT SURVEY CONTROL
 BW2484  ___________________________________________________________________
 BW2484* NAD 83(1992)-  31 04 37.83854(N)    091 36 00.52073(W)     ADJUSTED  
 BW2484* NAVD 88     -                                                        
 BW2484  ___________________________________________________________________
 BW2484  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BW2484  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW2484
 BW2484  HORZ ORDER  -  THIRD
 BW2484
 BW2484.The horizontal coordinates were established by classical geodetic methods
 BW2484.and adjusted by the National Geodetic Survey in May 1994..
 BW2484
 BW2484
 BW2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2484
 BW2484.The geoid height was determined by GEOID03.
 BW2484
 BW2484;                    North         East     Units Scale Factor Converg.
 BW2484;SPC LA N     -    64,352.900 1,085,871.589   MT  1.00002150   +0 28 32.7
 BW2484;SPC LA N     -   211,131.14  3,562,563.70   sFT  1.00002150   +0 28 32.7
 BW2484;UTM  15      - 3,438,997.343   633,537.179   MT  0.99981996   +0 43 21.7
 BW2484
 BW2484                          SUPERSEDED SURVEY CONTROL
 BW2484
 BW2484  NAD 83(1992)-  31 04 37.83842(N)    091 36 00.52116(W) AD(       ) 4
 BW2484  NAD 83(1986)-  31 04 37.85568(N)    091 36 00.51347(W) AD(       ) 4
 BW2484  NAD 27      -  31 04 37.22528(N)    091 36 00.12040(W) AD(       ) 3
 BW2484
 BW2484.Superseded values are not recommended for survey control.
 BW2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2484.See file dsdata.txt to determine how the superseded data were derived.
 BW2484
 BW2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3353738997(NAD 83)
 BW2484_MARKER: 42 = RADIO/TV MAST
 BW2484
 BW2484  HISTORY     - Date     Condition        Report By
 BW2484  HISTORY     - 1977     FIRST OBSERVED   NGS
 BW2484
 BW2484                          STATION DESCRIPTION
 BW2484
 BW2484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2484'THE STATION IS THE RED LIGHT ATOP THE SHAW, U.S. CORPS OF
 BW2484'ENGINEERS, OLD RIVER CONTROL STRUCTURE MAST WUG 424.  IT IS
 BW2484'TRIANGULAR IN CROSS SECTION, GUYED, PAINTED IN ALTERNATE BANDS
 BW2484'OF RED AND WHITE, AND 200 FEET IN HEIGHT.
 BW2484'
 BW2484'IT IS ABOUT 17 MILES WEST OF WOODVILLE, MISSISSIPPI, 13 MILES
 BW2484'NORTHEAST OF SIMMESPORT, 8 MILES SOUTH OF SHAW, ON THE
 BW2484'SOUTHWEST SIDE OF STATE HIGHWAY 15 AND AT THE NORTH END OF THE
 BW2484'FLOOD CONTROL DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2394 ***********************************************************************
 AU2394  DESIGNATION -  SHELL
 AU2394  PID         -  AU2394
 AU2394  STATE/COUNTY-  LA/ST MARY
 AU2394  USGS QUAD   -  LAKE SALVE (1994)
 AU2394
 AU2394                         *CURRENT SURVEY CONTROL
 AU2394  ___________________________________________________________________
 AU2394* NAD 83(1992)-  29 30 20.31355(N)    091 17 07.09465(W)     ADJUSTED  
 AU2394* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AU2394  ___________________________________________________________________
 AU2394  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU2394  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AU2394
 AU2394  HORZ ORDER  -  SECOND
 AU2394
 AU2394.The horizontal coordinates were established by classical geodetic methods
 AU2394.and adjusted by the National Geodetic Survey in January 1993..
 AU2394
 AU2394.The orthometric height was scaled from a topographic map.
 AU2394
 AU2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2394
 AU2394.The geoid height was determined by GEOID03.
 AU2394
 AU2394;                    North         East     Units Scale Factor Converg.
 AU2394;SPC LA S     -   111,472.112 1,004,656.788   MT  0.99996284   +0 01 26.5
 AU2394;SPC LA S     -   365,721.42  3,296,111.48   sFT  0.99996284   +0 01 26.5
 AU2394;UTM  15      - 3,265,233.715   666,204.842   MT  0.99994086   +0 50 40.9
 AU2394
 AU2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2394!SPC LA S     -   1.00000381  x   0.99996284  =   0.99996665
 AU2394!UTM  15      -   1.00000381  x   0.99994086  =   0.99994467
 AU2394
 AU2394|---------------------------------------------------------------------|
 AU2394| PID    Reference Object                     Distance      Geod. Az  |
 AU2394|                                                           dddmmss.s |
 AU2394| CV9386 SHELL RM 1                           11.155 METERS 04859     |
 AU2394| CV9385 SHELL AZ MK                                        0635232.6 |
 AU2394| CV9387 SHELL RM 2                           17.022 METERS 15756     |
 AU2394|---------------------------------------------------------------------|
 AU2394
 AU2394                          SUPERSEDED SURVEY CONTROL
 AU2394
 AU2394  NAD 83(1986)-  29 30 20.33643(N)    091 17 07.09433(W) AD(       ) 2
 AU2394  NAD 27      -  29 30 19.56100(N)    091 17 06.71200(W) AD(       ) 2
 AU2394
 AU2394.Superseded values are not recommended for survey control.
 AU2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2394.See file dsdata.txt to determine how the superseded data were derived.
 AU2394
 AU2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6620565234(NAD 83)
 AU2394_MARKER: DS = TRIANGULATION STATION DISK
 AU2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2394
 AU2394  HISTORY     - Date     Condition        Report By
 AU2394  HISTORY     - 1955     MONUMENTED       CGS
 AU2394  HISTORY     - 1966     GOOD             CGS
 AU2394
 AU2394                          STATION DESCRIPTION
 AU2394
 AU2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2394'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF
 AU2394'MORGAN CITY AND 2 MILES NORTH OF THE GULF COAST ON THE LOWER
 AU2394'ATCHAFALAYA RIVER NEAR THE NORTH SIDE OF SHELL ISLAND, ABOUT
 AU2394'4900 FEET WEST-SOUTHWEST FROM SHELL ISLAND POINT, ON THE SOUTH
 AU2394'BANK OF SHELL ISLAND PASS AND ON THE EAST BANK OF A SMALL
 AU2394'CANAL LEADING SOUTH-SOUTHEAST FROM SHELL ISLAND PASS.
 AU2394'
 AU2394'THE STATION MARK, 81 FEET SOUTHEAST OF THE SOUTH BANK OF SHELL
 AU2394'ISLAND PASS, 41 FEET NORTHEAST OF THE EAST BANK OF A SMALL
 AU2394'CANAL, AND 5 FEET SOUTH OF A BLACK WITNESS POST THAT PROJECTS
 AU2394'5 FEET, IS 2 FEET ABOVE THE WATER LEVEL.  THE MARK PROJECTS
 AU2394'2 INCHES AND THE DISK IS STAMPED SHELL 1955.
 AU2394'
 AU2394'REFERENCE MARK NO. 1, WEST OF THE STATION, IS 75 FEET SOUTHEAST
 AU2394'OF THE SOUTH BANK OF SHELL ISLAND PASS.  A STANDARD DISK SET
 AU2394'IN THE TOP OF AN 8 FOOT LENGTH OF ORANGEBURG SEWER PIPE
 AU2394'FILLED WITH CONCRETE AND PROJECTING 2 FEET.  THE DISK IS STAMPED
 AU2394'SHELL NO 1 1955.
 AU2394'
 AU2394'REFERENCE MARK NO. 2, SOUTH-SOUTHEAST OF THE STATION, IS 36
 AU2394'FEET NORTHEAST OF THE EAST BANK OF A SMALL CANAL.  A STANDARD
 AU2394'DISK STAMPED SHELL NO 2 1955, SET IN THE TOP OF AN 8 FOOT
 AU2394'LENGHT OF ORANGEBURG SEWER PIPE FILLED WITH CONCRETE AND
 AU2394'PROJECTING 3 FEET.
 AU2394'
 AU2394'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE EAST-NORTHEAST OF
 AU2394'THE STATION, IS ON THE SOUTH BANK OF SHELL ISLAND PASS, ABOUT
 AU2394'0.1 MILE WEST OF THE ATCHAFALAYA RIVER, AT THE WATER EDGE
 AU2394'NEAR THE WEST END OF A ROW OF TREES.  A STANDARD DISK STAMPED
 AU2394'SHELL 1955, SET IN THE TOP OF AN 8 FOOT LENGTH OF ORANGEBURG
 AU2394'SEWER PIPE FILLED WITH CONCRETE AND PROJECTING 3 FEET.
 AU2394'
 AU2394'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AU2394
 AU2394                          STATION RECOVERY (1966)
 AU2394
 AU2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2394'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AU2394'REFERENCE MARK 2 WAS FOUND BROKEN OFF AND LYING ON ITS SIDE.
 AU2394'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE BANK
 AU2394'HAS ERODED AWAY HERE AND THE MARK IS PROBABLY LOST AS IT
 AU2394'WAS SET CLOSE TO THE BANK OF THE PASS.  A METAL WITNESS POST
 AU2394'WAS SET AT THE STATION.  THE 1955 DESCRIPTION BY N.E.T. IS
 AU2394'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1225 ***********************************************************************
 AT1225  DESIGNATION -  SHELL
 AT1225  PID         -  AT1225
 AT1225  STATE/COUNTY-  LA/JEFFERSON
 AT1225  USGS QUAD   -  BARATARIA PASS (1993)
 AT1225
 AT1225                         *CURRENT SURVEY CONTROL
 AT1225  ___________________________________________________________________
 AT1225* NAD 83(1992)-  29 20 46.87070(N)    089 56 58.79800(W)     ADJUSTED  
 AT1225* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1225  **This station is located in a subsidence area (see below).
 AT1225  ___________________________________________________________________
 AT1225  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AT1225  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AT1225
 AT1225  HORZ ORDER  -  SECOND
 AT1225
 AT1225.The horizontal coordinates were established by classical geodetic methods
 AT1225.and adjusted by the National Geodetic Survey in January 1993..
 AT1225
 AT1225 ** The orthometric height has not been validated since last determined
 AT1225 ** by differential leveling and should not be used for control purposes.
 AT1225 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1225 ** area with valid NAVD 88 orthometric heights.
 AT1225 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1225 ** epoch indicated which incorporates improved geoid heights for the
 AT1225 ** Southern Louisiana Subsidence area.
 AT1225 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1225.The orthometric height was scaled from a topographic map.
 AT1225
 AT1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1225
 AT1225.The geoid height was determined by GEOID03.
 AT1225
 AT1225;                    North         East     Units Scale Factor Converg.
 AT1225;SPC LA S     -    94,626.694 1,134,366.576   MT  0.99999051   +0 41 30.7
 AT1225;SPC LA S     -   310,454.41  3,721,667.67   sFT  0.99999051   +0 41 30.7
 AT1225;UTM  16      - 3,249,974.582   213,599.490   MT  1.00061227   -1 26 47.7
 AT1225;UTM  15      - 3,250,225.758   796,179.692   MT  1.00068259   +1 29 45.7
 AT1225
 AT1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1225!SPC LA S     -   1.00000380  x   0.99999051  =   0.99999431
 AT1225!UTM  16      -   1.00000380  x   1.00061227  =   1.00061607
 AT1225!UTM  15      -   1.00000380  x   1.00068259  =   1.00068639
 AT1225
 AT1225:                Primary Azimuth Mark                     Grid Az
 AT1225:SPC LA S     -  CAT                                      084 52 37.7
 AT1225:UTM  16      -  CAT                                      087 00 56.1
 AT1225:UTM  15      -  CAT                                      084 04 22.7
 AT1225
 AT1225|---------------------------------------------------------------------|
 AT1225| PID    Reference Object                     Distance      Geod. Az  |
 AT1225|                                                           dddmmss.s |
 AT1225| AT1193 CAT                                 APPROX. 8.3 KM 0853408.4 |
 AT1225| AT1222 CAT BAY LIGHT                       APPROX. 7.3 KM 0994737.5 |
 AT1225| AT1226 SHELL ISLAND LIGHT                  APPROX. 0.9 KM 1033807.7 |
 AT1225| DD8083 SHELL RM 1                           19.320 METERS 11628     |
 AT1225| AT1210 SUGAR CENTRAL CHIMNEY               APPROX. 7.6 KM 1610249.9 |
 AT1225| AT1216 INDEPENDENCE ISLAND HOUSE           APPROX. 4.2 KM 1630320.7 |
 AT1225| AT1209 BAYOU REGAULT LIGHT                 APPROX. 9.1 KM 1873952.9 |
 AT1225| DD8084 SHELL RM 2                           18.730 METERS 24800     |
 AT1225|---------------------------------------------------------------------|
 AT1225
 AT1225                          SUPERSEDED SURVEY CONTROL
 AT1225
 AT1225  NAD 83(1986)-  29 20 46.88367(N)    089 56 58.80641(W) AD(       ) 2
 AT1225  NAD 27      -  29 20 46.08100(N)    089 56 58.55100(W) AD(       ) 2
 AT1225
 AT1225.Superseded values are not recommended for survey control.
 AT1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1225.See file dsdata.txt to determine how the superseded data were derived.
 AT1225
 AT1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1359949975(NAD 83)
 AT1225_MARKER: DS = TRIANGULATION STATION DISK
 AT1225_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1225_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1225
 AT1225  HISTORY     - Date     Condition        Report By
 AT1225  HISTORY     - 1927     MONUMENTED       CGS
 AT1225  HISTORY     - 1934     GOOD             CGS
 AT1225  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1225
 AT1225                          STATION DESCRIPTION
 AT1225
 AT1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1225'AT THE HIGHEST
 AT1225'POINT OF SHELL
 AT1225'ISLAND IN BARTARIA BAY.  THE ISLAND IS CRESCENT
 AT1225'SHAPED AND THE STATION IS IN THE
 AT1225'MIDDLE OF THE CRESCENT.
 AT1225'
 AT1225'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AT1225'IN CONCRETE IN TOP
 AT1225'OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE
 AT1225'TO THE UPPER ENDS OF LONG WOODEN
 AT1225'PILES DRIVEN INTO THE MARSH.
 AT1225'IT IS 19.32 METERS (63.4 FEET) FROM THE STATION
 AT1225'S 63 DEG 32 MIN E.
 AT1225'REFERENCE MARK NO. 2 IS 18.73 METERS (61.5 FEET) FROM THE STATION
 AT1225'THE STATION
 AT1225'S 68 DEG W.  IN 1934 IT WAS REPORTED THAT
 AT1225'THE REFERENCE MARKS WERE IN ABOUT
 AT1225'3 FEET OF WATER AND THAT THE
 AT1225'STATION MARK WAS IN 3 FEET OF WATER 25 METERS (82
 AT1225'FEET) NE OF THE ISLAND.
 AT1225
 AT1225                          STATION RECOVERY (1965)
 AT1225
 AT1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1225'STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE IS VERY LITTLE LEFT
 AT1225'OF THE ISLAND NOW
 AT1225'EXCEPT FOR A SMALL SHELL REEF AND IT APPEARS THAT THE
 AT1225'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0838 ***********************************************************************
 AV0838  DESIGNATION -  SHELL 82 A 5
 AV0838  PID         -  AV0838
 AV0838  STATE/COUNTY-  LA/CAMERON
 AV0838  USGS QUAD   -  
 AV0838
 AV0838                         *CURRENT SURVEY CONTROL
 AV0838  ___________________________________________________________________
 AV0838* NAD 83(1992)-  29 17 28.60112(N)    093 00 00.66139(W)     ADJUSTED  
 AV0838* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0838  ___________________________________________________________________
 AV0838  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AV0838  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AV0838
 AV0838  HORZ ORDER  -  SECOND
 AV0838
 AV0838.The horizontal coordinates were established by classical geodetic methods
 AV0838.and adjusted by the National Geodetic Survey in January 1993..
 AV0838
 AV0838.The orthometric height was scaled from a topographic map.
 AV0838
 AV0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0838
 AV0838.The geoid height was determined by GEOID03.
 AV0838
 AV0838;                    North         East     Units Scale Factor Converg.
 AV0838;SPC LA S     -    88,888.844   838,046.762   MT  1.00000186   -0 50 00.4
 AV0838;SPC LA S     -   291,629.48  2,749,491.75   sFT  1.00000186   -0 50 00.4
 AV0838;UTM  15      - 3,240,257.433   499,982.156   MT  0.99960000   -0 00 00.3
 AV0838
 AV0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0838!SPC LA S     -   1.00000393  x   1.00000186  =   1.00000579
 AV0838!UTM  15      -   1.00000393  x   0.99960000  =   0.99960393
 AV0838
 AV0838:                Primary Azimuth Mark                     Grid Az
 AV0838:SPC LA S     -  CATC 47 D                                007 51 32.8
 AV0838:UTM  15      -  CATC 47 D                                007 01 32.7
 AV0838
 AV0838|---------------------------------------------------------------------|
 AV0838| PID    Reference Object                     Distance      Geod. Az  |
 AV0838|                                                           dddmmss.s |
 AV0838| AV0716 CATC 47 D                           APPROX.13.7 KM 0070132.4 |
 AV0838| CV9388 SHELL 82 A 5 RM 1                    11.707 METERS 16248     |
 AV0838| CV9389 SHELL 82 A 5 RM 2                    14.762 METERS 25126     |
 AV0838|---------------------------------------------------------------------|
 AV0838
 AV0838                          SUPERSEDED SURVEY CONTROL
 AV0838
 AV0838  NAD 83(1986)-  29 17 28.62448(N)    093 00 00.64304(W) AD(       ) 2
 AV0838
 AV0838.Superseded values are not recommended for survey control.
 AV0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0838.See file dsdata.txt to determine how the superseded data were derived.
 AV0838
 AV0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN9998240257(NAD 83)
 AV0838_MARKER: H = DRILL HOLE
 AV0838_SETTING: 0 = UNSPECIFIED SETTING
 AV0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0838
 AV0838  HISTORY     - Date     Condition        Report By
 AV0838  HISTORY     - 1963     MONUMENTED       CGS
 AV0838
 AV0838                          STATION DESCRIPTION
 AV0838
 AV0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0838'STATION IS LOCATED ON THE HELIPORT DECK OF AN OILWELL PLATFORM WHICH
 AV0838'IS OWNED BY THE SHELL OIL COMPANY, IN THE EAST CAMERON AREA, BLOCK
 AV0838'82, ABOUT 41 MILES SOUTHEAST OF CAMERON, LOUISIANA AND ABOUT 30
 AV0838'MILES SOUTH OF THE COASTLINE OF LOUISIANA.
 AV0838'
 AV0838'THE HELIPORT DECK IS DIRECTLY ABOVE THE LIVING QUARTERS DECK.
 AV0838'
 AV0838'STATION IS ON THE NORTHEAST SIDE OF THE HELIPORT DECK.  IT IS
 AV0838'MARKED BY A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES, IN THE TOP OF A
 AV0838'STEEL SKID BEAM, STAMPED SHELL 82 A 1963 AND IS FLUSH WITH THE
 AV0838'METAL DECK.  IT IS 9.1 FEET NORTHWEST OF THE CENTER OF THE TOP OF
 AV0838'THE STAIRWAY, 8.6 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 AV0838'DECK AND 4.3 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE DECK.
 AV0838'
 AV0838'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE WITH AN ARROW
 AV0838'THROUGH THE MIDDLE WHICH POINTS TOWARD THE STATION AND SURROUNDED BY
 AV0838'3 DRILL HOLES, STAMPED RM NO 1 AND FLUSH WITH THE DECK.  IT IS 3.1
 AV0838'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE DECK AND 5.3 FEET
 AV0838'SOUTHWEST OF THE NORTHEAST EDGE OF THE DECK.
 AV0838'
 AV0838'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE WITH AN ARROW
 AV0838'THROUGH THE MIDDLE WHICH POINTS TOWARD THE STATION AND SURROUNDED
 AV0838'BY 3 DRILL HOLES, STAMPED RM NO 2 AND FLUSH WITH THE DECK.  IT IS
 AV0838'3.2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE DECK AND 8.6 FEET
 AV0838'SOUTHEAST OF THE NORTHWEST EDGE OF THE DECK.
 AV0838'
 AV0838'HELIPORT DECK IS ABOUT 75 FEET ABOVE THE WATER.
 AV0838'
 AV0838'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1226 ***********************************************************************
 AT1226  DESIGNATION -  SHELL ISLAND LIGHT
 AT1226  PID         -  AT1226
 AT1226  STATE/COUNTY-  LA/JEFFERSON
 AT1226  USGS QUAD   -  BARATARIA PASS (1993)
 AT1226
 AT1226                         *CURRENT SURVEY CONTROL
 AT1226  ___________________________________________________________________
 AT1226* NAD 83(1992)-  29 20 40.07333(N)    089 56 26.82113(W)     ADJUSTED  
 AT1226* NAVD 88     -                                                        
 AT1226  **This station is located in a subsidence area (see below).
 AT1226  ___________________________________________________________________
 AT1226  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AT1226  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AT1226
 AT1226  HORZ ORDER  -  THIRD
 AT1226
 AT1226.The horizontal coordinates were established by classical geodetic methods
 AT1226.and adjusted by the National Geodetic Survey in January 1993..
 AT1226
 AT1226 ** The orthometric height has not been validated since last determined
 AT1226 ** by differential leveling and should not be used for control purposes.
 AT1226 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1226 ** area with valid NAVD 88 orthometric heights.
 AT1226 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1226 ** epoch indicated which incorporates improved geoid heights for the
 AT1226 ** Southern Louisiana Subsidence area.
 AT1226 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1226
 AT1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1226
 AT1226.The geoid height was determined by GEOID03.
 AT1226
 AT1226;                    North         East     Units Scale Factor Converg.
 AT1226;SPC LA S     -    94,427.874 1,135,231.644   MT  0.99999089   +0 41 46.7
 AT1226;SPC LA S     -   309,802.12  3,724,505.82   sFT  0.99999089   +0 41 46.7
 AT1226;UTM  16      - 3,249,743.479   214,457.067   MT  1.00060621   -1 26 31.7
 AT1226;UTM  15      - 3,250,038.968   797,048.069   MT  1.00068895   +1 30 01.1
 AT1226
 AT1226                          SUPERSEDED SURVEY CONTROL
 AT1226
 AT1226  NAD 83(1986)-  29 20 40.08618(N)    089 56 26.82961(W) AD(       ) 4
 AT1226  NAD 27      -  29 20 39.30200(N)    089 56 26.58400(W) AD(       ) 3
 AT1226
 AT1226.Superseded values are not recommended for survey control.
 AT1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1226.See file dsdata.txt to determine how the superseded data were derived.
 AT1226
 AT1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1445749743(NAD 83)
 AT1226_MARKER: 14 = NAVIGATION LIGHT
 AT1226
 AT1226  HISTORY     - Date     Condition        Report By
 AT1226  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1226
 AT1226                          STATION DESCRIPTION
 AT1226
 AT1226'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2334 ***********************************************************************
 AU2334  DESIGNATION -  SHELL POINT
 AU2334  PID         -  AU2334
 AU2334  STATE/COUNTY-  LA/ASSUMPTION
 AU2334  USGS QUAD   -  PIERRE PART (1980)
 AU2334
 AU2334                         *CURRENT SURVEY CONTROL
 AU2334  ___________________________________________________________________
 AU2334* NAD 83(1992)-  29 54 03.72069(N)    091 09 01.50458(W)     ADJUSTED  
 AU2334* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2334  **This station is located in a subsidence area (see below).
 AU2334  ___________________________________________________________________
 AU2334  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2334  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AU2334
 AU2334  HORZ ORDER  -  FIRST
 AU2334
 AU2334.The horizontal coordinates were established by classical geodetic methods
 AU2334.and adjusted by the National Geodetic Survey in January 1993..
 AU2334
 AU2334 ** The orthometric height has not been validated since last determined
 AU2334 ** by differential leveling and should not be used for control purposes.
 AU2334 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2334 ** area with valid NAVD 88 orthometric heights.
 AU2334 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2334 ** epoch indicated which incorporates improved geoid heights for the
 AU2334 ** Southern Louisiana Subsidence area.
 AU2334 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2334.The orthometric height was scaled from a topographic map.
 AU2334
 AU2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2334
 AU2334.The geoid height was determined by GEOID03.
 AU2334
 AU2334;                    North         East     Units Scale Factor Converg.
 AU2334;SPC LA S     -   155,310.728 1,017,665.019   MT  0.99992725   +0 05 29.3
 AU2334;SPC LA S     -   509,548.61  3,338,789.32   sFT  0.99992725   +0 05 29.3
 AU2334;UTM  15      - 3,309,256.351   678,580.363   MT  0.99999348   +0 55 20.2
 AU2334
 AU2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2334!SPC LA S     -   1.00000411  x   0.99992725  =   0.99993136
 AU2334!UTM  15      -   1.00000411  x   0.99999348  =   0.99999759
 AU2334
 AU2334|---------------------------------------------------------------------|
 AU2334| PID    Reference Object                     Distance      Geod. Az  |
 AU2334|                                                           dddmmss.s |
 AU2334| CV9391 SHELL POINT RM 1                     36.238 METERS 01205     |
 AU2334| AU2326 NAPOLEONVILLE MUNICIPAL TANK        APPROX.12.9 KM 0712359.6 |
 AU2334| CV9392 SHELL POINT RM 2                     38.085 METERS 12848     |
 AU2334| CV9390 SHELL POINT AZ MK                                  2645944.4 |
 AU2334|---------------------------------------------------------------------|
 AU2334
 AU2334                          SUPERSEDED SURVEY CONTROL
 AU2334
 AU2334  NAD 83(1986)-  29 54 03.74075(N)    091 09 01.50264(W) AD(       ) 1
 AU2334  NAD 27      -  29 54 03.00775(N)    091 09 01.13619(W) AD(       ) 1
 AU2334
 AU2334.Superseded values are not recommended for survey control.
 AU2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2334.See file dsdata.txt to determine how the superseded data were derived.
 AU2334
 AU2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7858009256(NAD 83)
 AU2334_MARKER: DS = TRIANGULATION STATION DISK
 AU2334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2334_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2334
 AU2334  HISTORY     - Date     Condition        Report By
 AU2334  HISTORY     - 1935     MONUMENTED       CGS
 AU2334  HISTORY     - 1957     MARK NOT FOUND   CGS
 AU2334  HISTORY     - 1959     SEE DESCRIPTION  PGEG
 AU2334  HISTORY     - 1964     MARK NOT FOUND   USGS
 AU2334
 AU2334                          STATION DESCRIPTION
 AU2334
 AU2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2334'ABOUT 5 MILES NW OF ATTAKAPAS LANDING, ABOUT 8 MILES WSW OF
 AU2334'NAPOLEONVILLE, ABOUT 6 MILES SE OF PIERRE PASS, ON A LOW
 AU2334'PROMINENT SHELL POINT ON THE E SHORE OF LAKE VERRET (THIS
 AU2334'POINT PROJECTS FARTHER OUT INTO THE LAKE THAN ANY OTHER
 AU2334'POINT ON THE E SHORE OF THE LAKE), 11 FEET SSW OF A 15-INCH
 AU2334'CYPRESS TREE, 47 FEET NW OF A 20-INCH CYPRESS TREE WITH A
 AU2334'5/8-INCH WIRE ROPE WRAPPED AROUND ITS BUTT, AND 35 FEET NE
 AU2334'OF TWO INCLINED 12-INCH WILLOW TREES THAT STAND ABOUT 25
 AU2334'FEET OUT IN THE LAKE.  THE STATION IS MARKED BY A STANDARD
 AU2334'BRONZE DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF
 AU2334'A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE UPPER
 AU2334'END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH, AND
 AU2334'PROJECTS 6 INCHES ABOVE THE GROUND.  REFERENCE MARK NO. 1, A
 AU2334'STANDARD BRONZE REFERENCE DISK SET IN CONCRETE AT THE TOP
 AU2334'OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AU2334'UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH,
 AU2334'AND PROJECTS 12 INCHES ABOVE THE GROUND, IS AT THE
 AU2334'HIGH-WATER LINE OF THE LAKE, ABOUT 30 FEET W OF A 4-FOOT
 AU2334'CYPRESS TREE, ABOUT 25 FEET S OF AN INCLINED 24-INCH
 AU2334'WILLOW TREE THAT STANDS AT THE HIGH-WATER LINE, AND 118.89 FEET
 AU2334'(36.24 METERS) FROM THE STATION N 12 DEG 05 MIN E.
 AU2334'REFERENCE MARK NO. 2, A STANDARD REFERENCE BRONZE
 AU2334'DISK SET AT THE CENTER OF A BLAZE IN THE NW SIDE OF A
 AU2334'3-FOOT CYPRESS TREE 5 FEET ABOVE THE GROUND, IS 124.95
 AU2334'FEET (38.08 METERS) FROM THE STATION S 51 DEG 12 MIN E.
 AU2334'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN
 AU2334'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2334'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE
 AU2334'MARSH, AND PROJECTS 5 INCHES, IS ON A LOW SANDY POINT ON
 AU2334'THE W SHORE OF THE LAKE (THE ONLY POINT ABOVE THE HIGH-WATER
 AU2334'LINE ON THE W SHORE OF THE LAKE), 6 FEET BACK FROM THE HIGH-WATER
 AU2334'LINE, ABOUT 150 FEET N OF A LONE 30-INCH OAK TREE THAT STANDS
 AU2334'ABOUT 70 FEET BACK FROM THE HIGH-WATER LINE, ABOUT 150 FEET
 AU2334'NW OF A 30-INCH OAK TREE THAT STANDS AT THE HIGH-WATER LINE,
 AU2334'AND APPROXIMATELY 2 MILES FROM THE STATION S 84 DEG 60 MIN W.
 AU2334
 AU2334                          STATION RECOVERY (1957)
 AU2334
 AU2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2334'THE STATION, REFERENCE MARK TWO AND THE AZIMUTH MARK WERE NOT
 AU2334'RECOVERED AND BELIEVED DESTROYED.  A MASS OF CONCRETE AROUND
 AU2334'A WOODEN 2 X 4 WAS RECOVERED OUTSIDE THE HIGHWATER LINE
 AU2334'IN THE AREA DESCRIBED FOR REFERENCE MARK ONE.  THE SHORELINE
 AU2334'HAS APPARENTLY ERODED TO A GREAT EXTENT DESTROYING THE STATION
 AU2334'MARK.  THE TREE IN WHICH REFERENCE MARK 2 WAS SET COULD NOT
 AU2334'BE RECOVERED.  BOTH REFERENCE TREES AT THE AZIMUTH MARK
 AU2334'WERE RECOVERED AND THE REFERENCE DISTANCES FALL ABOUT 30
 AU2334'FEET OFFSHORE.  NO REMAINS OF THE MARK COULD BE FOUND.
 AU2334'
 AU2334'THE REMAINS OF WHAT IS BELIEVED TO BE REFERENCE MARK ONE ARE
 AU2334'15 FEET NORTH OF THE HIGHWATER LINE, 6 FEET NORTH OF THE EASTERLY
 AU2334'OF TWO WILLOW TREES 12 INCHES IN DIAMETER AND 10 FEET TALL,
 AU2334'89 FEET NORTH-NORTHEAST OF THE BURNED FACE OF A 30 INCH
 AU2334'CYPRESS TREE ON THE SHORELINE AND 82 FEET FROM A 50 INCH
 AU2334'STUMP, THE NORTHWESTERLY OF THREE LARGE STUMPS.
 AU2334
 AU2334                          STATION RECOVERY (1959)
 AU2334
 AU2334'RECOVERY NOTE BY PETTY GEOPHYSICAL CO 1959
 AU2334'STATION AND REFERENCE MARKS ARE MISSING.  ALL THAT REMAINS IS
 AU2334'THE CONCRETE BASE WHICH IS LOOSE AND UNDER WATER.  IT IS
 AU2334'LOCATED ON THE E SHORE OF LAKE VERRET.
 AU2334
 AU2334                          STATION RECOVERY (1964)
 AU2334
 AU2334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 AU2334'STATION WAS NOT FOUND.  BANK WASHED AWAY ALL MARKS AND IT
 AU2334'IS PROBABLY IN LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2774 ***********************************************************************
 BH2774  DESIGNATION -  SHELL POINT 2 1917
 BH2774  PID         -  BH2774
 BH2774  STATE/COUNTY-  LA/ORLEANS
 BH2774  USGS QUAD   -  ALLIGATOR POINT (1994)
 BH2774
 BH2774                         *CURRENT SURVEY CONTROL
 BH2774  ___________________________________________________________________
 BH2774* NAD 83(1992)-  30 04 31.47352(N)    089 40 59.72335(W)     ADJUSTED  
 BH2774* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BH2774  **This station is located in a subsidence area (see below).
 BH2774  ___________________________________________________________________
 BH2774  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BH2774  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BH2774
 BH2774  HORZ ORDER  -  THIRD
 BH2774
 BH2774.The horizontal coordinates were established by classical geodetic methods
 BH2774.and adjusted by the National Geodetic Survey in May 1994..
 BH2774
 BH2774 ** The orthometric height has not been validated since last determined
 BH2774 ** by differential leveling and should not be used for control purposes.
 BH2774 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2774 ** area with valid NAVD 88 orthometric heights.
 BH2774 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2774 ** epoch indicated which incorporates improved geoid heights for the
 BH2774 ** Southern Louisiana Subsidence area.
 BH2774 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2774.The orthometric height was scaled from a topographic map.
 BH2774
 BH2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2774
 BH2774.The geoid height was determined by GEOID03.
 BH2774
 BH2774;                    North         East     Units Scale Factor Converg.
 BH2774;SPC LA S     -   175,770.488 1,159,072.091   MT  0.99992659   +0 49 30.2
 BH2774;SPC LA S     -   576,673.68  3,802,722.35   sFT  0.99992659   +0 49 30.2
 BH2774;SPC MS E     -    64,084.872   218,058.738   MT  1.00003281   -0 25 33.4
 BH2774;SPC MS E     -   210,251.78    715,414.38   sFT  1.00003281   -0 25 33.4
 BH2774;UTM  16      - 3,330,177.863   241,354.608   MT  1.00042543   -1 20 43.6
 BH2774
 BH2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2774!SPC LA S     -   1.00000415  x   0.99992659  =   0.99993074
 BH2774!SPC MS E     -   1.00000415  x   1.00003281  =   1.00003696
 BH2774!UTM  16      -   1.00000415  x   1.00042543  =   1.00042958
 BH2774
 BH2774:                Primary Azimuth Mark                     Grid Az
 BH2774:SPC LA S     -  EAST RIGOLETS LH                         018 33 32.3
 BH2774:SPC MS E     -  EAST RIGOLETS LH                         019 48 35.9
 BH2774:UTM  16      -  EAST RIGOLETS LH                         020 43 46.1
 BH2774
 BH2774|---------------------------------------------------------------------|
 BH2774| PID    Reference Object                     Distance      Geod. Az  |
 BH2774|                                                           dddmmss.s |
 BH2774| BH2786 EAST RIGOLETS LH                    APPROX. 9.3 KM 0192302.5 |
 BH2774|---------------------------------------------------------------------|
 BH2774
 BH2774                          SUPERSEDED SURVEY CONTROL
 BH2774
 BH2774  NAD 83(1992)-  30 04 31.47861(N)    089 40 59.72056(W) AD(       ) 3
 BH2774  NAD 83(1986)-  30 04 31.48641(N)    089 40 59.71974(W) AD(       ) 3
 BH2774  NAD 27      -  30 04 30.74700(N)    089 40 59.49200(W) AD(       ) 3
 BH2774
 BH2774.Superseded values are not recommended for survey control.
 BH2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2774.See file dsdata.txt to determine how the superseded data were derived.
 BH2774
 BH2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4135530178(NAD 83)
 BH2774_MARKER: DS = TRIANGULATION STATION DISK
 BH2774_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2774_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2774+STABILITY: SURFACE MOTION
 BH2774
 BH2774  HISTORY     - Date     Condition        Report By
 BH2774  HISTORY     - 1917     MONUMENTED       CGS
 BH2774  HISTORY     - 1918     GOOD             CGS
 BH2774  HISTORY     - 1934     MARK NOT FOUND   CGS
 BH2774  HISTORY     - 1952     MARK NOT FOUND   CGS
 BH2774
 BH2774                          STATION DESCRIPTION
 BH2774
 BH2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2774'STATION IS ON THE NW SHORE OF LAKE BORGNE, ABOUT 20 FEET INSIDE OF
 BH2774'HIGH WATER LINE.
 BH2774'
 BH2774'STATION IS MARKED BY A STANDARD BRONZE DISK STAMPED SHELL POINT
 BH2774'1917. SET IN UPPER ONE OF TWO 4-INCH TILES, SET ONE ABOVE THE OTHER,
 BH2774'AND FILLED WITH CONCRETE AND CONCRETED AROUND THEIR TOP. TILE
 BH2774'PROJECTS ABOUT 1 FOOT ABOVE PRESENT SURFACE.
 BH2774'
 BH2774'REFERENCE MARK NO. 1 IS A BOTTLE UNDER A MOUND OF EARTH 2 FEET HIGH
 BH2774'AND 5 FEET IN DIAMETER. IT IS DISTANT 16.9 METERS AND BEARS N 75
 BH2774'DEG 04 MIN E, TRUE.
 BH2774'
 BH2774'REFERENCE MARK NO. 2, SAME AS NO. 1, DISTANT 16.3 METERS AND BEARS
 BH2774'N 157 DEG 11 MIN E, TRUE.
 BH2774
 BH2774                          STATION RECOVERY (1918)
 BH2774
 BH2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (FBS)
 BH2774'RECOVERED AS DESCRIBED.
 BH2774
 BH2774                          STATION RECOVERY (1934)
 BH2774
 BH2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2774'A THOROUGH SEARCH WAS MADE BUT THE STATION COULD NOT BE FOUND. THIS
 BH2774'PART OF THE SHORE IS WASHING AWAY RAPIDLY.
 BH2774
 BH2774                          STATION RECOVERY (1952)
 BH2774
 BH2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2774'REMAINS OF A CONCRETE MONUMENT WERE FOUND ON THE SHORE AND ALSO THE
 BH2774'SUPPOSED REMAINS OF THE OLD SIGNAL IN THE WATER. STATION IS
 BH2774'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1399 ***********************************************************************
 AT1399  DESIGNATION -  SHELL SUBSIDENCE MARK
 AT1399  PID         -  AT1399
 AT1399  STATE/COUNTY-  LA/PLAQUEMINES
 AT1399  USGS QUAD   -  DIXON BAY (1971)
 AT1399
 AT1399                         *CURRENT SURVEY CONTROL
 AT1399  ___________________________________________________________________
 AT1399* NAD 83(1992)-  29 03 06.04516(N)    089 18 36.13924(W)     ADJUSTED  
 AT1399* NAVD 88     -         2.3    (meters)       8.     (feet)  GPS OBS   
 AT1399  ___________________________________________________________________
 AT1399  X           -      67,193.763 (meters)                     COMP
 AT1399  Y           -  -5,579,635.874 (meters)                     COMP
 AT1399  Z           -   3,078,899.411 (meters)                     COMP
 AT1399  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AT1399  ELLIP HEIGHT-         -21.20  (meters)          (02/12/02) GPS OBS
 AT1399  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AT1399
 AT1399  HORZ ORDER  -  A
 AT1399  ELLP ORDER  -  THIRD     CLASS I
 AT1399
 AT1399.The horizontal coordinates were established by GPS observations
 AT1399.and adjusted by the National Geodetic Survey in September 1992..
 AT1399
 AT1399.The orthometric height was determined by GPS observations and a
 AT1399.high-resolution geoid model.
 AT1399
 AT1399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1399
 AT1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1399
 AT1399.The ellipsoidal height was determined by GPS observations
 AT1399.and is referenced to NAD 83.
 AT1399
 AT1399.The geoid height was determined by GEOID03.
 AT1399
 AT1399;                    North         East     Units Scale Factor Converg.
 AT1399;SPC LA S     -    62,893.011 1,197,051.424   MT  1.00006183   +1 00 42.0
 AT1399;SPC LA S     -   206,341.49  3,927,326.21   sFT  1.00006183   +1 00 42.0
 AT1399;UTM  16      - 3,215,913.765   275,081.964   MT  1.00022430   -1 07 20.0
 AT1399
 AT1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1399!SPC LA S     -   1.00000333  x   1.00006183  =   1.00006516
 AT1399!UTM  16      -   1.00000333  x   1.00022430  =   1.00022763
 AT1399
 AT1399                          SUPERSEDED SURVEY CONTROL
 AT1399
 AT1399  ELLIP H (01/21/93)  -21.12   (m)                       GP(       ) 4 2
 AT1399  ELLIP H (09/04/92)  -21.12   (m)                       GP(       ) 3 1
 AT1399  NAD 83(1986)-  29 03 06.06408(N)    089 18 36.13879(W) AD(       ) 1
 AT1399  NGVD 29 (02/23/90)    2.8    (m)            9.     (f) GPS OBS        
 AT1399
 AT1399.Superseded values are not recommended for survey control.
 AT1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1399.See file dsdata.txt to determine how the superseded data were derived.
 AT1399
 AT1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7508215914(NAD 83)
 AT1399_MARKER: DD = SURVEY DISK
 AT1399_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AT1399_SP_SET: UNSPECIFIED DEEP
 AT1399_MARK LOGO: LADTD 
 AT1399_PROJECTION: FLUSH
 AT1399_MAGNETIC: P = MARKER IS A STEEL PIPE
 AT1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1399+STABILITY: SURFACE MOTION
 AT1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1399+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1992
 AT1399_ROD/PIPE-DEPTH: 396  meters
 AT1399
 AT1399  HISTORY     - Date     Condition        Report By
 AT1399  HISTORY     - UNK      MONUMENTED
 AT1399  HISTORY     - 19880920 GOOD             LADTD
 AT1399  HISTORY     - 19890127 GOOD
 AT1399  HISTORY     - 19920227 POOR             LADTD
 AT1399
 AT1399                          STATION DESCRIPTION
 AT1399
 AT1399'DESCRIBED BY LA TRANSP AND DEV 1988
 AT1399'THE STATION IS LOCATED AT THE SHELL OFFSHORE INC. OIL PRODUCTION
 AT1399'FACILITY LOCATED AT MILE 7.4 ALONG THE SOUTHWEST PASS OF THE
 AT1399'MISSISSIPPI RIVER APPROXIMATELY 30.6 KM (19.00 MI) DOWN RIVER FROM
 AT1399'VENICE, LA.  THE STATION IS A BLANK BRASS DISK CEMENTED INTO THE TOP
 AT1399'OF THE 2 3/8 INCH CASING FOR THE DEEP WELL.  THE MARK PROJECTS ABOUT 4
 AT1399'FEET ABOVE THE GROUND AND IS SURROUNDED BY A PIPE FENCE APPROXIMATELY
 AT1399'8 FEET SQUARE.
 AT1399'FROM THE VENICE DOCKS IT TAKES APPROXIMATELY 1 HOUR BY BOAT TO REACH
 AT1399'THE FACILITY.
 AT1399
 AT1399                          STATION RECOVERY (1989)
 AT1399
 AT1399'RECOVERED 1989
 AT1399'RECOVERED IN GOOD CONDITION.
 AT1399
 AT1399                          STATION RECOVERY (1992)
 AT1399
 AT1399'RECOVERY NOTE BY LA TRANSP AND DEV 1992
 AT1399'THE STATION IS LOCATED ABOUT 30.6 KM (19.00 MI) DOWN RIVER FROM VENICE
 AT1399'LOUISIANA. OWNERSHIP--SHELL OIL COMPANY.
 AT1399'TO REACH THE STATION FROM VENICE LOUISIANA YOU WILL HAVE TO MAKE
 AT1399'ARRANGEMENT FOR A BOAT TO TAKE YOU TO THE SOUTHWEST PASS SHELL
 AT1399'OFFSHORE INC. OIL PRODUCTION FACILITY.
 AT1399'THE STATION IS LOCATED AT MILE 7.4 ALONG THE SOUTHWEST PASS OF THE
 AT1399'MISSISSIPPI RIVER.  THE STATION IS A PUNCH HOLE IN THE CENTER OF A
 AT1399'BLANK BRASS DISK CEMENTED INTO THE TOP OF A 2 3/8-INCH CASING FOR A
 AT1399'DEEP WELL CASING. THE STATION PROJECTS ABOUT 1.35 M (4.43 FT) ABOVE
 AT1399'THE GROUND AND IS SURROUNDED BY AN 4 BY 4 FOOT (1.2 M) PIPE FENCE.
 AT1399'THE STATION IS LOCATED 156.0 FT (47.5 M) SOUTHEAST OF THE CENTER OR
 AT1399'TOP OF THE LEVEE, 83.0 FT (25.3 M) NORTHWEST OF THE APPROXIMATE
 AT1399'CENTER OF A SHELL ROAD AND ABOUR 1.35 M (4.43 FT) ABOVE THE LEVEL OF
 AT1399'THE ROAD.
 AT1399'FROM THE VENICE DOCKS IT TAKES APPROXIMATELY 1 (ONE) HOUR BY BOAT TO
 AT1399'REACH THE SHELL OIL FACILITY.
 AT1399'NOTE-- THE TOP SECTION OF THE WELL CASING IS LOOSE, THE MOVEMENT IS
 AT1399'APPROXIMATELY 1/2-INCH HORIZONTAL MOVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2512 ***********************************************************************
 AU2512  DESIGNATION -  SHELL WELL 1 1960
 AU2512  PID         -  AU2512
 AU2512  STATE/COUNTY-  LA/IBERIA
 AU2512  USGS QUAD   -  MOUND POINT (1978)
 AU2512
 AU2512                         *CURRENT SURVEY CONTROL
 AU2512  ___________________________________________________________________
 AU2512* NAD 83(1992)-  29 25 36.39878(N)    091 48 34.00489(W)     ADJUSTED  
 AU2512* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2512  ___________________________________________________________________
 AU2512  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU2512  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AU2512
 AU2512  HORZ ORDER  -  SECOND
 AU2512
 AU2512.The horizontal coordinates were established by classical geodetic methods
 AU2512.and adjusted by the National Geodetic Survey in January 1993..
 AU2512
 AU2512.The orthometric height was scaled from a topographic map.
 AU2512
 AU2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2512
 AU2512.The geoid height was determined by GEOID03.
 AU2512
 AU2512;                    North         East     Units Scale Factor Converg.
 AU2512;SPC LA S     -   102,825.688   953,801.230   MT  0.99997559   -0 14 17.0
 AU2512;SPC LA S     -   337,353.94  3,129,262.87   sFT  0.99997559   -0 14 17.0
 AU2512;UTM  15      - 3,255,859.951   615,484.691   MT  0.99976456   +0 35 06.0
 AU2512
 AU2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2512!SPC LA S     -   1.00000395  x   0.99997559  =   0.99997954
 AU2512!UTM  15      -   1.00000395  x   0.99976456  =   0.99976851
 AU2512
 AU2512:                Primary Azimuth Mark                     Grid Az
 AU2512:SPC LA S     -  REEF 1960                                099 03 51.0
 AU2512:UTM  15      -  REEF 1960                                098 14 28.0
 AU2512
 AU2512|---------------------------------------------------------------------|
 AU2512| PID    Reference Object                     Distance      Geod. Az  |
 AU2512|                                                           dddmmss.s |
 AU2512| AU2501 REEF 1960                           APPROX.10.4 KM 0984934.0 |
 AU2512|---------------------------------------------------------------------|
 AU2512
 AU2512                          SUPERSEDED SURVEY CONTROL
 AU2512
 AU2512  NAD 83(1986)-  29 25 36.42461(N)    091 48 33.99863(W) AD(       ) 2
 AU2512  NAD 27      -  29 25 35.63660(N)    091 48 33.57360(W) AD(       ) 2
 AU2512
 AU2512.Superseded values are not recommended for survey control.
 AU2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2512.See file dsdata.txt to determine how the superseded data were derived.
 AU2512
 AU2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1548555860(NAD 83)
 AU2512_MARKER: Z = SEE DESCRIPTION
 AU2512_SETTING: 0 = UNSPECIFIED SETTING
 AU2512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2512
 AU2512  HISTORY     - Date     Condition        Report By
 AU2512  HISTORY     - 1960     MONUMENTED       CGS
 AU2512
 AU2512                          STATION DESCRIPTION
 AU2512
 AU2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2512'LOCATED IN THE GULF OF MEXICO, SOUTH OF THE EAST END OF MARSH
 AU2512'ISLAND, ABOUT 4.5 MILES SOUTHWEST OF SOUTH POINT, ABOUT 2.8
 AU2512'MILES SOUTH OF MOUND POINT, ON THE STRUCTURE AROUND SHELL WELL
 AU2512'NO. 1.  THE PLATFORM IS ABOUT 30 FEET ABOVE THE WATER.  THE
 AU2512'PLATFORM IS MADE OF STEEL MESH AND THE STATION COULD NOT BE
 AU2512'MARKED, BUT THE POINT CAN BE RECOVERED FROM MEASUREMENTS.
 AU2512'THE POINT OCCUPIED IS 5.50 FEET SOUTH OF THE NORTH EDGE OF THE
 AU2512'PLATFORM, 1.37 FEET EAST OF THE WEST EDGE OF THE PLATFORM
 AU2512'AND 0.90 FEET WEST OF THE FIFTH RIB CENTER OF THE STEEL
 AU2512'MESH.
 AU2512'
 AU2512'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0744 ***********************************************************************
 AV0744  DESIGNATION -  SHELL WELL 1 A
 AV0744  PID         -  AV0744
 AV0744  STATE/COUNTY-  LA/CAMERON
 AV0744  USGS QUAD   -  
 AV0744
 AV0744                         *CURRENT SURVEY CONTROL
 AV0744  ___________________________________________________________________
 AV0744* NAD 83(1992)-  29 34 47.02643(N)    092 46 38.53778(W)     ADJUSTED  
 AV0744* NAVD 88     -                                                        
 AV0744  **This station is located in a subsidence area (see below).
 AV0744  ___________________________________________________________________
 AV0744  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0744  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AV0744
 AV0744  HORZ ORDER  -  THIRD
 AV0744
 AV0744.The horizontal coordinates were established by classical geodetic methods
 AV0744.and adjusted by the National Geodetic Survey in January 1993..
 AV0744
 AV0744 ** The orthometric height has not been validated since last determined
 AV0744 ** by differential leveling and should not be used for control purposes.
 AV0744 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0744 ** area with valid NAVD 88 orthometric heights.
 AV0744 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0744 ** epoch indicated which incorporates improved geoid heights for the
 AV0744 ** Southern Louisiana Subsidence area.
 AV0744 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0744
 AV0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0744
 AV0744.The geoid height was determined by GEOID03.
 AV0744
 AV0744;                    North         East     Units Scale Factor Converg.
 AV0744;SPC LA S     -   120,564.469   860,097.126   MT  0.99995258   -0 43 19.3
 AV0744;SPC LA S     -   395,551.93  2,821,835.32   sFT  0.99995258   -0 43 19.3
 AV0744;UTM  15      - 3,272,238.145   521,561.918   MT  0.99960574   +0 06 35.6
 AV0744
 AV0744                          SUPERSEDED SURVEY CONTROL
 AV0744
 AV0744  NAD 83(1986)-  29 34 47.03957(N)    092 46 38.51363(W) AD(       ) 4
 AV0744  NAD 27      -  29 34 46.22600(N)    092 46 37.98600(W) AD(       ) 3
 AV0744
 AV0744.Superseded values are not recommended for survey control.
 AV0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0744.See file dsdata.txt to determine how the superseded data were derived.
 AV0744
 AV0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN2156272238(NAD 83)
 AV0744_MARKER: 11 = PILING
 AV0744
 AV0744  HISTORY     - Date     Condition        Report By
 AV0744  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0744  HISTORY     - 1959     GOOD             LOCENG
 AV0744
 AV0744                          STATION DESCRIPTION
 AV0744
 AV0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0744'STATION IS THE TOP CENTER OF THE CHRISTMAS TREE OIL WELL
 AV0744'PIPE PROJECTING FROM THE SEA AND SURROUNDED BY PILINGS WHICH
 AV0744'FORM A SMALL PLATFORM MEASURING 16 FEET WIDE BY 18 FEET
 AV0744'LONG.  IT LIES IN THE GULF OF MEXICO, ABOUT 2.5 MILES
 AV0744'SOUTH-SOUTHWEST OF THE MOUTH OF JOSEPH HARBOR BAYOU AND
 AV0744'19 MILES SOUTHEAST OF GRAND CHENIER.
 AV0744'
 AV0744'IT IS IN BLOCK 17, SL 2546.
 AV0744
 AV0744                          STATION RECOVERY (1959)
 AV0744
 AV0744'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (JEC)
 AV0744'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2466 ***********************************************************************
 AU2466  DESIGNATION -  SHELL WELL 2 1960
 AU2466  PID         -  AU2466
 AU2466  STATE/COUNTY-  LA/ST MARY
 AU2466  USGS QUAD   -  
 AU2466
 AU2466                         *CURRENT SURVEY CONTROL
 AU2466  ___________________________________________________________________
 AU2466* NAD 83(1992)-  29 21 36.04970(N)    091 29 27.57106(W)     ADJUSTED  
 AU2466* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2466  ___________________________________________________________________
 AU2466  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2466  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AU2466
 AU2466  HORZ ORDER  -  SECOND
 AU2466
 AU2466.The horizontal coordinates were established by classical geodetic methods
 AU2466.and adjusted by the National Geodetic Survey in January 1993..
 AU2466
 AU2466.The orthometric height was scaled from a topographic map.
 AU2466
 AU2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2466
 AU2466.The geoid height was determined by GEOID03.
 AU2466
 AU2466;                    North         East     Units Scale Factor Converg.
 AU2466;SPC LA S     -    95,340.144   984,691.640   MT  0.99998784   -0 04 43.8
 AU2466;SPC LA S     -   312,795.12  3,230,609.16   sFT  0.99998784   -0 04 43.8
 AU2466;UTM  15      - 3,248,818.980   646,473.951   MT  0.99986474   +0 44 24.0
 AU2466
 AU2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2466!SPC LA S     -   1.00000391  x   0.99998784  =   0.99999175
 AU2466!UTM  15      -   1.00000391  x   0.99986474  =   0.99986865
 AU2466
 AU2466:                Primary Azimuth Mark                     Grid Az
 AU2466:SPC LA S     -  BELLE ISLE LARGEST TK BATTERY            024 48 07.7
 AU2466:UTM  15      -  BELLE ISLE LARGEST TK BATTERY            023 58 59.9
 AU2466
 AU2466|---------------------------------------------------------------------|
 AU2466| PID    Reference Object                     Distance      Geod. Az  |
 AU2466|                                                           dddmmss.s |
 AU2466| AU2471 BELLE ISLE LARGEST TK BATTERY       APPROX.10.8 KM 0244323.9 |
 AU2466| AU2462 EUGENE ISLAND LIGHT                 APPROX.10.5 KM 0822204.6 |
 AU2466| AU2470 ATCHAFALAYA BAY CHANNEL LT 37       APPROX. 8.0 KM 1045250.8 |
 AU2466| AU2463 ATCHAFALAYA BAY CHANNEL LT 19       APPROX. 7.4 KM 1335028.1 |
 AU2466| AU2496 UNITED GAS PIPELINE CO LIGHT A      APPROX. 5.0 KM 2413918.0 |
 AU2466| AU2498 UNITED GAS PIPELINE CO LIGHT B      APPROX. 4.2 KM 2740400.9 |
 AU2466|---------------------------------------------------------------------|
 AU2466
 AU2466                          SUPERSEDED SURVEY CONTROL
 AU2466
 AU2466  NAD 83(1986)-  29 21 36.07544(N)    091 29 27.56871(W) AD(       ) 2
 AU2466  NAD 27      -  29 21 35.26980(N)    091 29 27.15600(W) AD(       ) 2
 AU2466
 AU2466.Superseded values are not recommended for survey control.
 AU2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2466.See file dsdata.txt to determine how the superseded data were derived.
 AU2466
 AU2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4647448819(NAD 83)
 AU2466_MARKER: X = CHISELED CROSS
 AU2466_SETTING: 0 = UNSPECIFIED SETTING
 AU2466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2466
 AU2466  HISTORY     - Date     Condition        Report By
 AU2466  HISTORY     - 1960     MONUMENTED       CGS
 AU2466
 AU2466                          STATION DESCRIPTION
 AU2466
 AU2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2466'LOCATED IN THE GULF OF MEXICO ABOUT 8 MILES WEST OF EUGENE
 AU2466'ISLAND LIGHTHOUSE, ABOUT 2.5 MILES SOUTHEAST OF SOUTHWEST
 AU2466'REEF LIGHTHOUSE, ABOUT 0.5 MILES SOUTHEAST OF THE SHELL
 AU2466'OIL CO. BUILDINGS AND TANK BATTERY, ON THE METAL PLATFORM
 AU2466'AROUND SHELL WELLS NUMBERS 2 AND 10.  THE STATION IS MARKED
 AU2466'BY A CROSS CUT IN THE NORTHEAST CORNER OF A METAL PLATE
 AU2466'WHICH IS ABOUT 2.5 FEET SQUARE AND IS ALONG THE NORTHWESTERLY
 AU2466'SIDE OF THE STEEL MATTING AROUND WELLS NO. 2 AND 10.  WELL
 AU2466'NO. 2 IS THE NORTHERLY OF THE TWO WELLS.
 AU2466'
 AU2466'HEIGHT OF LIGHT ABOVE STATION MARK 8.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2958 ***********************************************************************
 BH2958  DESIGNATION -  SHERIDAN
 BH2958  PID         -  BH2958
 BH2958  STATE/COUNTY-  LA/WASHINGTON
 BH2958  USGS QUAD   -  SUN (1983)
 BH2958
 BH2958                         *CURRENT SURVEY CONTROL
 BH2958  ___________________________________________________________________
 BH2958* NAD 83(1992)-  30 44 53.93301(N)    089 55 43.38952(W)     ADJUSTED  
 BH2958* NAVD 88     -        75.3    (meters)     247.     (feet)  VERTCON   
 BH2958  ___________________________________________________________________
 BH2958  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BH2958  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BH2958
 BH2958  HORZ ORDER  -  FIRST
 BH2958
 BH2958.The horizontal coordinates were established by classical geodetic methods
 BH2958.and adjusted by the National Geodetic Survey in May 1994..
 BH2958
 BH2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2958
 BH2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2958
 BH2958.The geoid height was determined by GEOID03.
 BH2958
 BH2958;                    North         East     Units Scale Factor Converg.
 BH2958;SPC LA S     -   250,044.180 1,134,495.717   MT  1.00001063   +0 42 08.4
 BH2958;SPC LA S     -   820,353.28  3,722,091.36   sFT  1.00001063   +0 42 08.4
 BH2958;SPC MS E     -   138,887.100   195,114.393   MT  1.00008566   -0 33 36.3
 BH2958;SPC MS E     -   455,665.43    640,137.80   sFT  1.00008566   -0 33 36.3
 BH2958;UTM  16      - 3,405,375.178   219,616.384   MT  1.00056990   -1 29 54.0
 BH2958;UTM  15      - 3,405,741.043   794,037.996   MT  1.00066668   +1 34 17.0
 BH2958
 BH2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2958!SPC LA S     -   0.99999252  x   1.00001063  =   1.00000315
 BH2958!SPC MS E     -   0.99999252  x   1.00008566  =   1.00007818
 BH2958!UTM  16      -   0.99999252  x   1.00056990  =   1.00056242
 BH2958!UTM  15      -   0.99999252  x   1.00066668  =   1.00065920
 BH2958
 BH2958:                Primary Azimuth Mark                     Grid Az
 BH2958:SPC LA S     -  SHERIDAN AZ MK                           028 33 13.7
 BH2958:SPC MS E     -  SHERIDAN AZ MK                           029 48 58.4
 BH2958:UTM  16      -  SHERIDAN AZ MK                           030 45 16.1
 BH2958:UTM  15      -  SHERIDAN AZ MK                           027 41 05.1
 BH2958
 BH2958|---------------------------------------------------------------------|
 BH2958| PID    Reference Object                     Distance      Geod. Az  |
 BH2958|                                                           dddmmss.s |
 BH2958| DD8646 SHERIDAN AZ MK                                     0291522.1 |
 BH2958| DD8648 SHERIDAN RM 1                        35.625 METERS 05556     |
 BH2958| BH2966 BOGALUSA PAPER CO TANK              APPROX. 7.7 KM 0630925.1 |
 BH2958| BH2967 BOGALUSA PAPER CO CHIMNEY           APPROX. 7.5 KM 0634211.3 |
 BH2958| BH2960 BOGALUSA CABLE TV MAST              APPROX. 1.2 KM 1104715.0 |
 BH2958| DD8647 SHERIDAN AZ MK 2                                   1394255.9 |
 BH2958| DD8649 SHERIDAN RM 2                        42.803 METERS 15355     |
 BH2958| BH2959 SUN MUN TANK                        APPROX.11.5 KM 1612211.6 |
 BH2958|---------------------------------------------------------------------|
 BH2958
 BH2958                          SUPERSEDED SURVEY CONTROL
 BH2958
 BH2958  NAD 83(1992)-  30 44 53.93590(N)    089 55 43.38924(W) AD(       ) 1
 BH2958  NAD 83(1986)-  30 44 53.94673(N)    089 55 43.38643(W) AD(       ) 1
 BH2958  NAD 27      -  30 44 53.27053(N)    089 55 43.11141(W) AD(       ) 1
 BH2958  NGVD 29 (07/19/86)   75.4    (m)          247.     (f) VERT ANG       
 BH2958
 BH2958.Superseded values are not recommended for survey control.
 BH2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2958.See file dsdata.txt to determine how the superseded data were derived.
 BH2958
 BH2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV1961605375(NAD 83)
 BH2958_MARKER: DS = TRIANGULATION STATION DISK
 BH2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2958+STABILITY: SURFACE MOTION
 BH2958
 BH2958  HISTORY     - Date     Condition        Report By
 BH2958  HISTORY     - 1935     MONUMENTED       CGS
 BH2958  HISTORY     - 1936     GOOD             LAGS
 BH2958  HISTORY     - 1955     GOOD             CGS
 BH2958  HISTORY     - 1970     GOOD             NGS
 BH2958
 BH2958                          STATION DESCRIPTION
 BH2958
 BH2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2958'ABOUT 15 MILES EAST-SOUTHEAST OF FRANKLINTON, 4-1/2 MILES SOUTHWEST
 BH2958'OF BOGALUSA, IN THE MIDDLE OF SEC. 31, T. 3 S., R. 13 E., 0.05 MILE
 BH2958'SOUTHWEST OF EMMANUEL MISSIONARY BAPTIST CHURCH, AND 80 FEET WEST-
 BH2958'NORTHWEST OF THE CENTER LINE OF ROAD.
 BH2958'
 BH2958'TO REACH FROM THE POST OFFICE IN BOGALUSA, GO SOUTH FOR 0.55 MILE
 BH2958'TO THE END OF AVENUE AND TURN RIGHT FOR 0.3 MILE TO MAIN NORTH-
 BH2958'SOUTH STREET, TURN LEFT FOR 0.25 MILE TO GRAVEL CROSS STREET, TURN
 BH2958'RIGHT FOR 0.95 MILE TO FORKS, TURN LEFT WITH MAIN ROAD FOR 2.55
 BH2958'MILES TO FORKS, KEEP LEFT FORK FOR 0.9 MILE TO STATION SITE ON
 BH2958'RIGHT, 0.05 MILE BEYOND CHURCH ON LEFT.
 BH2958'
 BH2958'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BH2958'DISKS SET IN CONCRETE.
 BH2958'
 BH2958'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION ALONG ROAD AND 7
 BH2958'YARDS WEST-NORTHWEST OF ITS CENTER LINE.
 BH2958'
 BH2958'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, ACROSS ROAD AND 13
 BH2958'YARDS EAST-SOUTHEAST OF ITS CENTER LINE.
 BH2958'
 BH2958'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, ALONG ROAD AND 6
 BH2958'YARDS EAST OF ITS CENTER LINE, 7 YARDS SOUTH OF A 6-INCH OAK, AND
 BH2958'0.05 MILE NORTH OF CHURCH.
 BH2958'
 BH2958'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 BH2958'
 BH2958'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2958
 BH2958                          STATION RECOVERY (1936)
 BH2958
 BH2958'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BH2958'RECOVERED AS DESCRIBED. DISTANCES AND DIRECTIONS CHECKED AND FOUND
 BH2958'TO CONFORM TO ORIGINAL DESCRIPTION. REFERENCE MARKS NO. 1 AND NO. 2
 BH2958'FOUND IN GOOD CONDITION.
 BH2958
 BH2958                          STATION RECOVERY (1955)
 BH2958
 BH2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2958'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BH2958'THE DESCRIPTION BY M.A.H. IN 1935 IS ADEQUATE.
 BH2958
 BH2958                          STATION RECOVERY (1970)
 BH2958
 BH2958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2958'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 BH2958'RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER THE AZIMUTH MARK WAS
 BH2958'NOT VISIBLE AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE ROUTE TO
 BH2958'REACH THE STATION WAS NOT ADEQUATE DUE TO ROAD CHANGES, A NEW
 BH2958'COMPLETE ROUTE TO REACH THE STATION FOLLOWS.
 BH2958'
 BH2958'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 439 AND 60
 BH2958'AT THE WEST EDGE OF BOGALUSA, GO SOUTH ON STATE HIGHWAY 60 FOR 0.4
 BH2958'MILE TO WHERE THE MAIN ROAD TURNS TO THE RIGHT (WEST), CONTINUE
 BH2958'SOUTH AND WEST ON STATE HIGHWAY 60 FOR 2.05 MILES TO A FORK AND
 BH2958'STATE HIGHWAY 60 TURNS TO THE RIGHT, CONTINUE STRAIGHT AHEAD ON A
 BH2958'PAVED ROAD FOR 0.7 MILE TO THE OLD AZIMUTH MARK ON THE LEFT.  TO
 BH2958'REACH THE STATION FROM THIS POINT GO SOUTH ON THE PAVED ROAD
 BH2958'FOR 0.15 MILE TO THE STATION ON THE RIGHT.  TO REACH THE NEW
 BH2958'AZIMUTH MARK FROM THE STATION, GO NORTH ON PAVED ROAD FOR 0.1
 BH2958'MILE TO A PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 BH2958'ROAD AND GO WESTERLY FOR 0.25 MILE TO THE AZIMUTH MARK ON
 BH2958'THE RIGHT IN A FENCELINE.
 BH2958'
 BH2958'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SHERIDAN NO 2 1935
 BH2958'1970, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 BH2958'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 105 FEET SOUTHWEST OF THE
 BH2958'CENTERLINE OF THE PAVED ROAD AT THE CENTER OF A CURVE, 86 FEET
 BH2958'WEST OF A POWERLINE POLE WITH A TRANSFORMER B36 W42 S60, 5 FEET
 BH2958'SOUTHWEST OF A 30-INCH PINE TREE, 1.9 FEET NORTHWEST OF A METAL
 BH2958'WITNESS POST AND 1.5 FEET EAST OF A FENCELINE.
 BH2958'
 BH2958'HEIGHT OF LIGHT ABOVE STATION MARK 99.57 FEET.
 BH2958'
 BH2958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2958'5-1/2 MILES SOUTHWEST OF BOGALUSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2972 ***********************************************************************
 BH2972  DESIGNATION -  SHERIDAN LOT
 BH2972  PID         -  BH2972
 BH2972  STATE/COUNTY-  LA/WASHINGTON
 BH2972  USGS QUAD   -  BOGALUSA WEST (1982)
 BH2972
 BH2972                         *CURRENT SURVEY CONTROL
 BH2972  ___________________________________________________________________
 BH2972* NAD 83(1992)-  30 51 29.36970(N)    089 58 24.80184(W)     ADJUSTED  
 BH2972* NAVD 88     -                                                        
 BH2972  ___________________________________________________________________
 BH2972  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BH2972  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BH2972
 BH2972  HORZ ORDER  -  THIRD
 BH2972
 BH2972.The horizontal coordinates were established by classical geodetic methods
 BH2972.and adjusted by the National Geodetic Survey in May 1994..
 BH2972
 BH2972
 BH2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2972
 BH2972.The geoid height was determined by GEOID03.
 BH2972
 BH2972;                    North         East     Units Scale Factor Converg.
 BH2972;SPC LA S     -   262,169.747 1,130,058.167   MT  1.00003746   +0 40 47.7
 BH2972;SPC LA S     -   860,135.24  3,707,532.50   sFT  1.00003746   +0 40 47.7
 BH2972;UTM  16      - 3,417,669.270   215,646.081   MT  1.00059754   -1 31 34.3
 BH2972;UTM  15      - 3,417,805.281   789,413.682   MT  1.00063336   +1 33 12.2
 BH2972
 BH2972                          SUPERSEDED SURVEY CONTROL
 BH2972
 BH2972  NAD 83(1992)-  30 51 29.37353(N)    089 58 24.80022(W) AD(       ) 4
 BH2972  NAD 83(1986)-  30 51 29.38414(N)    089 58 24.79875(W) AD(       ) 4
 BH2972  NAD 27      -  30 51 28.72014(N)    089 58 24.51151(W) AD(       ) 3
 BH2972
 BH2972.Superseded values are not recommended for survey control.
 BH2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2972.See file dsdata.txt to determine how the superseded data were derived.
 BH2972
 BH2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV1564617669(NAD 83)
 BH2972_MARKER: 57 = LOOKOUT TOWER
 BH2972
 BH2972  HISTORY     - Date     Condition        Report By
 BH2972  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2972
 BH2972                          STATION DESCRIPTION
 BH2972
 BH2972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2972'SHERIDAN LOOKOUT TOWER IS LOCATED ABOUT 10-1/2 MILES EAST OF
 BH2972'FRANKLINTON, 7-1/2 MILES NORTHWEST OF BOGALUSA, 2 MILES
 BH2972'EAST-SOUTHEAST OF SHERIDAN AND ABOUT 0.7 MILE SOUTH OF STATE HIGHWAY
 BH2972'10.
 BH2972'
 BH2972'A SQUARE METAL CAB, CONICAL SHAPED ROOF, WINDOWS ON ALL SIDES,
 BH2972'SUPPORTED BY 4-STEEL CHANNEL LEGS.
 BH2972'
 BH2972'CAB IS GREY IN COLOR AND 100 FEET IN HEIGHT.
 BH2972'
 BH2972'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3166 ***********************************************************************
 CP3166  DESIGNATION -  SHILOH
 CP3166  PID         -  CP3166
 CP3166  STATE/COUNTY-  LA/MOREHOUSE
 CP3166  USGS QUAD   -  BEEKMAN (1988)
 CP3166
 CP3166                         *CURRENT SURVEY CONTROL
 CP3166  ___________________________________________________________________
 CP3166* NAD 83(1992)-  32 58 01.75274(N)    091 55 15.98429(W)     ADJUSTED  
 CP3166* NAVD 88     -        42.23   (+/-2cm)     138.5    (feet)  VERTCON   
 CP3166  ___________________________________________________________________
 CP3166  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CP3166  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3166
 CP3166  HORZ ORDER  -  FIRST
 CP3166  VERT ORDER  -  THIRD ? (See Below)
 CP3166
 CP3166.The horizontal coordinates were established by classical geodetic methods
 CP3166.and adjusted by the National Geodetic Survey in September 1999..
 CP3166
 CP3166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3166.The vertical order pertains to the NGVD 29 superseded value.
 CP3166
 CP3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3166
 CP3166.The geoid height was determined by GEOID03.
 CP3166
 CP3166;                    North         East     Units Scale Factor Converg.
 CP3166;SPC LA N     -   273,707.131 1,054,123.671   MT  1.00008234   +0 18 21.8
 CP3166;SPC LA N     -   897,987.48  3,458,404.08   sFT  1.00008234   +0 18 21.8
 CP3166;UTM  15      - 3,648,162.189   600,825.490   MT  0.99972534   +0 35 13.7
 CP3166
 CP3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3166!SPC LA N     -   0.99999744  x   1.00008234  =   1.00007978
 CP3166!UTM  15      -   0.99999744  x   0.99972534  =   0.99972279
 CP3166
 CP3166|---------------------------------------------------------------------|
 CP3166| PID    Reference Object                     Distance      Geod. Az  |
 CP3166|                                                           dddmmss.s |
 CP3166| CY5516 SHILOH RM 1                          44.333 METERS 04641     |
 CP3166| CY5515 SHILOH AZ MK                                       0884322.5 |
 CP3166| CP3146 BASTROP TEXAS GAS KKE 271 MAST      APPROX. 6.2 KM 0980644.2 |
 CP3166| CP3142 FIRE TOWER 4                        APPROX. 7.7 KM 1223926.1 |
 CP3166| CY5517 SHILOH RM 2                          29.367 METERS 19347     |
 CP3166| CP3163 FIRE TOWER 3 STEVENSON LOT LFC      APPROX. 8.7 KM 2062154.8 |
 CP3166| CP3165 STEVENSON MID VALLEY PLINE MST      APPROX. 6.9 KM 2264325.9 |
 CP3166|---------------------------------------------------------------------|
 CP3166
 CP3166                          SUPERSEDED SURVEY CONTROL
 CP3166
 CP3166  NAD 83(1992)-  32 58 01.75836(N)    091 55 15.98114(W) AD(       ) 1
 CP3166  NAD 83(1986)-  32 58 01.76553(N)    091 55 15.97723(W) AD(       ) 1
 CP3166  NAD 27      -  32 58 01.30479(N)    091 55 15.50974(W) AD(       ) 1
 CP3166  NGVD 29 (07/19/86)   42.31   (m)          138.8    (f) LEVELING    3  
 CP3166
 CP3166.Superseded values are not recommended for survey control.
 CP3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3166.See file dsdata.txt to determine how the superseded data were derived.
 CP3166
 CP3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0082548162(NAD 83)
 CP3166_MARKER: DS = TRIANGULATION STATION DISK
 CP3166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3166
 CP3166  HISTORY     - Date     Condition        Report By
 CP3166  HISTORY     - 1970     MONUMENTED       NGS
 CP3166
 CP3166                          STATION DESCRIPTION
 CP3166
 CP3166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3166'THE STATION IS ABOUT 3.5 MILES NORTHWEST OF BEEKMAN, 3.0
 CP3166'MILES SOUTH OF THE ARKANSAS-LOUISIANA STATE LINE, 0.2 MILE
 CP3166'SOUTH OF STATE HIGHWAY 543 AND ON LAND OWNED BY THE
 CP3166'GEORGIA-PACIFIC CORPORATION, POST OFFICE BOX 352,
 CP3166'CROSSETT, ARKANSAS.
 CP3166'
 CP3166'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BEEKMAN, GO
 CP3166'NORTHWEST ON STATE HIGHWAY 142 FOR 3.85 MILES TO A PAVED SIDE
 CP3166'ROAD RIGHT AND THE STATION ON THE LEFT.
 CP3166'
 CP3166'STATION MARKS ARE STANDARD DISKS STAMPED SHILOH 1970.  THE
 CP3166'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3166'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CP3166'98 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 142, 57
 CP3166'FEET SOUTHWEST OF A GUY POLE AND 5.5 FEET NORTHEAST OF A METAL
 CP3166'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CP3166'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3166'
 CP3166'REFERENCE MARK 1, A STANDARD DISK STAMPED SHILOH NO 1 1970,
 CP3166'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3166'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 124
 CP3166'FEET NORTHWEST OF THE CENTER OF THE PAVED ROAD AND 51 FEET
 CP3166'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 142.
 CP3166'
 CP3166'REFERENCE MARK 2, A STANDARD DISK STAMPED SHILOH NO 2 1970,
 CP3166'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3166'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 91
 CP3166'FEET SOUTH OF THE METAL WITNESS POST AND 36 FEET NORTHWEST
 CP3166'OF AN 16-INCH PINE TREE.
 CP3166'
 CP3166'THE AZIMUTH MARK, A STANDARD DISK STAMPED SHILOH 1970, IS SET
 CP3166'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP3166'FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET WEST OF A
 CP3166'DRIVEWAY, 31 FEET NORTH OF THE CENTER OF THE PAVED ROAD
 CP3166'AND 3.6 FEET SOUTH OF A POWERLINE POLE WITH A TRANSFORMER.
 CP3166'
 CP3166'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 CP3166'PAVED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 CP3166'
 CP3166'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO TREES
 CP3166'AND BRUSH ON THE LINE.
 CP3166'
 CP3166'HEIGHT OF LIGHT ABOVE STATION MARK 34.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4486 ***********************************************************************
 BJ4486  DESIGNATION -  SHINE
 BJ4486  PID         -  BJ4486
 BJ4486  STATE/COUNTY-  LA/ST JAMES
 BJ4486  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4486
 BJ4486                         *CURRENT SURVEY CONTROL
 BJ4486  ___________________________________________________________________
 BJ4486* NAD 83(1992)-  30 05 45.38965(N)    090 55 19.04523(W)     ADJUSTED  
 BJ4486* NAVD 88     -         5.7  **(meters)      19.   **(feet)  VERTCON   
 BJ4486  **This station is located in a subsidence area (see below).
 BJ4486  ___________________________________________________________________
 BJ4486  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4486  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BJ4486
 BJ4486  HORZ ORDER  -  SECOND
 BJ4486
 BJ4486.The horizontal coordinates were established by classical geodetic methods
 BJ4486.and adjusted by the National Geodetic Survey in January 1993..
 BJ4486
 BJ4486 ** The orthometric height has not been validated since last determined
 BJ4486 ** by differential leveling and should not be used for control purposes.
 BJ4486 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4486 ** area with valid NAVD 88 orthometric heights.
 BJ4486 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4486 ** epoch indicated which incorporates improved geoid heights for the
 BJ4486 ** Southern Louisiana Subsidence area.
 BJ4486 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4486
 BJ4486.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4486
 BJ4486.The geoid height was determined by GEOID03.
 BJ4486
 BJ4486;                    North         East     Units Scale Factor Converg.
 BJ4486;SPC LA S     -   176,972.237 1,039,650.960   MT  0.99992712   +0 12 20.5
 BJ4486;SPC LA S     -   580,616.41  3,410,921.52   sFT  0.99992712   +0 12 20.5
 BJ4486;UTM  15      - 3,331,238.014   700,251.354   MT  1.00009476   +1 02 32.6
 BJ4486
 BJ4486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4486!SPC LA S     -   1.00000327  x   0.99992712  =   0.99993039
 BJ4486!UTM  15      -   1.00000327  x   1.00009476  =   1.00009803
 BJ4486
 BJ4486|---------------------------------------------------------------------|
 BJ4486| PID    Reference Object                     Distance      Geod. Az  |
 BJ4486|                                                           dddmmss.s |
 BJ4486| CW2323 SHINE RM 1                           13.389 METERS 09921     |
 BJ4486| BJ4487 SHINE LDH 1973 A POINT                8.530 METERS 21457     |
 BJ4486| CW2322 SHINE AZ MK                                        2602434.0 |
 BJ4486| CW2324 SHINE RM 2                           12.925 METERS 26659     |
 BJ4486|---------------------------------------------------------------------|
 BJ4486
 BJ4486                          SUPERSEDED SURVEY CONTROL
 BJ4486
 BJ4486  NAD 83(1986)-  30 05 45.40735(N)    090 55 19.04570(W) AD(       ) 2
 BJ4486  NAD 27      -  30 05 44.69004(N)    090 55 18.69554(W) AD(       ) 2
 BJ4486  NGVD 29 (07/19/86)    5.8    (m)           19.     (f) VERT ANG       
 BJ4486
 BJ4486.Superseded values are not recommended for survey control.
 BJ4486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4486.See file dsdata.txt to determine how the superseded data were derived.
 BJ4486
 BJ4486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0025131238(NAD 83)
 BJ4486_MARKER: DD = SURVEY DISK
 BJ4486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4486
 BJ4486  HISTORY     - Date     Condition        Report By
 BJ4486  HISTORY     - 1973     MONUMENTED       LADH
 BJ4486
 BJ4486                          STATION DESCRIPTION
 BJ4486
 BJ4486'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ4486'THE STATION IS LOCATED 4 MILES EAST OF DONALDSONVILLE, 8 MILES SOUTH
 BJ4486'OF GONZALES AND 13 MILES NORTHWEST OF VACHERIE, IN THE NORTHWEST 1/4
 BJ4486'OF SECTION 38, T11S, R15E, AND ON THE PROPERTY OWNED BY THE
 BJ4486'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4486'
 BJ4486'TO REACH THE STATION FROM THE JUNCTION AT STATE HIGHWAY 1 AND 18 IN
 BJ4486'DONALDSONVILLE, DRIVE NORTH AND EAST ALONG STATE HIGHWAY 18 FOR 3.2
 BJ4486'MILES TO THE JUNCTION WITH STATE HIGHWAY 3120, TURN RIGHT ON STATE
 BJ4486'HIGHWAY 3120 AND GO SOUTHEAST FOR 1 MILE TO THE JUNCTION WITH
 BJ4486'STATE HIGHWAY 3089, BEAR LEFT ON STATE HIGHWAY 3089 AND GO EAST
 BJ4486'FOR 0.3 MILE TO A BLACKTOP ON THE RIGHT, TURN RIGHT ON THE BLACKTOP
 BJ4486'AND GO SOUTH AND EAST FOR 0.35 MILE TO THE STATION WHICH IS SET ON
 BJ4486'THE LEFT NEAR A CHAIN LINK FENCE AND A CULVERT.
 BJ4486'
 BJ4486'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG A
 BJ4486'BLACKTOP ROAD FOR 0.3 MILE.  THE MARK IS SET ON THE RIGHT AND NORTH
 BJ4486'OF THE ROAD NEAR THE SUNSHINE BRIDGE TOLL HOUSE AND A CHAIN LINK
 BJ4486'FENCE.
 BJ4486'
 BJ4486'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4486'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4486'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4486'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4486'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4486'STAMPED SHINE 1973.  THE MARK IS 45 FEET WEST-NORTHWEST OF THE
 BJ4486'NORTH END OF A CONCRETE BOX CULVERT, 35 FEET NORTH OF THE CENTER OF
 BJ4486'A BLACKTOP SERVICE ROAD SOUTH OF THE SUNSHINE BRIDGE, 13 FEET
 BJ4486'SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTH OF A CHAIN LINK FENCE,
 BJ4486'AND 3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ4486'
 BJ4486'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4486'U.S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE ON THE
 BJ4486'NORTHWEST CORNER OF A HEADWALL ON A BOX CULVERT FLUSH WITH THE
 BJ4486'SURFACE OF THE CULVERT.  IT IS STAMPED SHINE R. M. 1 1973.  IT IS 90
 BJ4486'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SUNSHINE
 BJ4486'BRIDGE, 70 FEET NORTHEAST OF A POWER POLE, 34 FEET SOUTHEAST OF A
 BJ4486'FENCE CORNER, AND 21 FEET NORTH OF THE CENTER OF A BLACKTOP SERVICE
 BJ4486'ROAD.
 BJ4486'
 BJ4486'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4486'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4486'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4486'STAMPED SHINE R. M. 2 1973.  IT IS 96 FEET SOUTHWEST OF THE
 BJ4486'SOUTHWEST CORNER OF THE SUNSHINE BRIDGE, 55 FEET WEST OF THE CORNER
 BJ4486'OF A FENCE, 40 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, AND 2
 BJ4486'FEET SOUTH OF A FENCE.
 BJ4486'
 BJ4486'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4486'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4486'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4486'STAMPED SHINE AZ. MK. 1973.  IT IS 40 FEET SOUTH OF THE CENTER OF
 BJ4486'THE EAST BOUND LANE ON STATE HIGHWAY 3089, 39 FEET NORTH OF A POWER
 BJ4486'POLE, 28 FEET SOUTHWEST OF A POWER POLE WITH A STREET LIGHT, 3.5
 BJ4486'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BJ4486'
 BJ4486'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TZ0067 ***********************************************************************
 TZ0067  DESIGNATION -  SHIP SHOAL
 TZ0067  PID         -  TZ0067
 TZ0067  STATE/COUNTY-  LA/TERREBONNE
 TZ0067  USGS QUAD   -  
 TZ0067
 TZ0067                         *CURRENT SURVEY CONTROL
 TZ0067  ___________________________________________________________________
 TZ0067* NAD 83(1992)-  28 54 52.36098(N)    091 04 16.40729(W)     ADJUSTED  
 TZ0067* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 TZ0067  ___________________________________________________________________
 TZ0067  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 TZ0067  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 TZ0067
 TZ0067  HORZ ORDER  -  SECOND
 TZ0067
 TZ0067.The horizontal coordinates were established by classical geodetic methods
 TZ0067.and adjusted by the National Geodetic Survey in January 1993..
 TZ0067
 TZ0067.The orthometric height was scaled from a topographic map.
 TZ0067
 TZ0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 TZ0067
 TZ0067.The geoid height was determined by GEOID03.
 TZ0067
 TZ0067;                    North         East     Units Scale Factor Converg.
 TZ0067;SPC LA S     -    45,981.910 1,025,563.235   MT  1.00010392   +0 07 51.8
 TZ0067;SPC LA S     -   150,858.98  3,364,702.05   sFT  1.00010392   +0 07 51.8
 TZ0067;UTM  15      - 3,200,048.613   688,035.984   MT  1.00003634   +0 55 58.2
 TZ0067
 TZ0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TZ0067!SPC LA S     -   1.00000374  x   1.00010392  =   1.00010766
 TZ0067!UTM  15      -   1.00000374  x   1.00003634  =   1.00004008
 TZ0067
 TZ0067|---------------------------------------------------------------------|
 TZ0067| PID    Reference Object                     Distance      Geod. Az  |
 TZ0067|                                                           dddmmss.s |
 TZ0067| CV9393 SHIP SHOAL RM 1                       3.176 METERS 08013     |
 TZ0067| TZ0066 SHIP SHOAL LIGHTHOUSE                 2.509 METERS 12943     |
 TZ0067| TZ0068 SHIP SHOAL 1955 RM 2                  3.432 METERS 17600     |
 TZ0067| TZ0071 GULF 154 A 1                        APPROX.28.8 KM 2055506.9 |
 TZ0067| AU2443 KERR MCGEE RESET                    APPROX.28.7 KM 3134700.7 |
 TZ0067|---------------------------------------------------------------------|
 TZ0067
 TZ0067                          SUPERSEDED SURVEY CONTROL
 TZ0067
 TZ0067  NAD 83(1986)-  28 54 52.38683(N)    091 04 16.41651(W) AD(       ) 2
 TZ0067  NAD 27      -  28 54 51.56400(N)    091 04 16.05600(W) AD(       ) 2
 TZ0067
 TZ0067.Superseded values are not recommended for survey control.
 TZ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TZ0067.See file dsdata.txt to determine how the superseded data were derived.
 TZ0067
 TZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8803600049(NAD 83)
 TZ0067_MARKER: DS = TRIANGULATION STATION DISK
 TZ0067_SETTING: 0 = UNSPECIFIED SETTING
 TZ0067
 TZ0067  HISTORY     - Date     Condition        Report By
 TZ0067  HISTORY     - 1955     MONUMENTED       CGS
 TZ0067
 TZ0067                          STATION DESCRIPTION
 TZ0067
 TZ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 TZ0067'THE STATION IS LOCATED IN THE GULF OF MEXICO, ABOUT 18 MILES
 TZ0067'SOUTH OF THE MAINLAND AND ABOUT 12 MILES SOUTHWEST OF RACCOON
 TZ0067'POINT, IN THE SHIP SHOAL AREA, ON THE CIRCULAR PLATFORM
 TZ0067'12 FEET BELOW THE LIGHT OF SHIP SHOAL LIGHTHOUSE, WHICH IS
 TZ0067'A SKELETON STEEL STRUCTURE ENCLOSING A CIRCULAR STAIRWAY.
 TZ0067'THE LIGHTHOUSE IS LISTED IN THE LIGHT LIST AS SHIP SHOAL
 TZ0067'LIGHT, NO. 5463.
 TZ0067'
 TZ0067'THE STATION IS ON THE NORTHWEST SIDE OF THE LIGHTHOUSE.
 TZ0067'A STANDARD DISK STAMPED SHIP SHOAL 1955 AND CEMENTED TO THE
 TZ0067'BASE OF THE IRON RAILING AROUND THE PLATFORM.
 TZ0067'
 TZ0067'REFERENCE MARK NO. 1, EAST OF THE STATION, IS A STANDARD
 TZ0067'DISK STAMPED SHIP SHOAL NO 1 1955 AND CEMENTED TO THE BASE
 TZ0067'OF THE IRON RAILING AROUND THE PLATFORM.
 TZ0067'
 TZ0067'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS A STANDARD
 TZ0067'DISK STAMPED SHIP SHOAL NO 2 1955, AND CEMENTED TO THE BASE
 TZ0067'OF THE IRON RAILING AROUND THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TZ0066 ***********************************************************************
 TZ0066  DESIGNATION -  SHIP SHOAL LIGHTHOUSE
 TZ0066  PID         -  TZ0066
 TZ0066  STATE/COUNTY-  LA/TERREBONNE
 TZ0066  USGS QUAD   -  
 TZ0066
 TZ0066                         *CURRENT SURVEY CONTROL
 TZ0066  ___________________________________________________________________
 TZ0066* NAD 83(1992)-  28 54 52.30889(N)    091 04 16.33604(W)     ADJUSTED  
 TZ0066* NAVD 88     -                                                        
 TZ0066  ___________________________________________________________________
 TZ0066  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 TZ0066  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 TZ0066
 TZ0066  HORZ ORDER  -  THIRD
 TZ0066
 TZ0066.The horizontal coordinates were established by classical geodetic methods
 TZ0066.and adjusted by the National Geodetic Survey in January 1993..
 TZ0066
 TZ0066
 TZ0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 TZ0066
 TZ0066.The geoid height was determined by GEOID03.
 TZ0066
 TZ0066;                    North         East     Units Scale Factor Converg.
 TZ0066;SPC LA S     -    45,980.311 1,025,565.169   MT  1.00010393   +0 07 51.8
 TZ0066;SPC LA S     -   150,853.74  3,364,708.39   sFT  1.00010393   +0 07 51.8
 TZ0066;UTM  15      - 3,200,047.040   688,037.940   MT  1.00003635   +0 55 58.3
 TZ0066
 TZ0066                          SUPERSEDED SURVEY CONTROL
 TZ0066
 TZ0066  NAD 83(1986)-  28 54 52.33555(N)    091 04 16.34452(W) AD(       ) 4
 TZ0066  NAD 27      -  28 54 51.51200(N)    091 04 15.98500(W) AD(       ) 3
 TZ0066
 TZ0066.Superseded values are not recommended for survey control.
 TZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TZ0066.See file dsdata.txt to determine how the superseded data were derived.
 TZ0066
 TZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8803800047(NAD 83)
 TZ0066_MARKER: 13 = LIGHTHOUSE
 TZ0066
 TZ0066  HISTORY     - Date     Condition        Report By
 TZ0066  HISTORY     - 1886     FIRST OBSERVED   CGS
 TZ0066  HISTORY     - 1936     GOOD             CGS
 TZ0066  HISTORY     - 1955     GOOD             CGS
 TZ0066
 TZ0066                          STATION DESCRIPTION
 TZ0066
 TZ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 TZ0066'STATION IS THE CENTER OF LIGHT.  LIGHTHOUSE IS A BROWN SKELETON
 TZ0066'STRUCTURE ENCLOSING A STAIR CYLINDER AND CYLINDRICAL DWELLING.
 TZ0066'HEIGHT OF LIGHT 105 FEET.  THIS IS AN UNWATCHED LIGHT AT
 TZ0066'PRESENT.  THE LIGHTHOUSE NOW HAS A VERY NOTICEABLE LIST.
 TZ0066
 TZ0066                          STATION RECOVERY (1955)
 TZ0066
 TZ0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 TZ0066'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TZ0066'
 TZ0066'A NEW STATION, SHIP SHOAL 1955, WAS ESTABLISHED AT THE NORTHWEST
 TZ0066'EDGE OF THE CIRCULAR PLATFORM 12 FEET BELOW THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3213 ***********************************************************************
 AU3213  DESIGNATION -  SHIRLEY
 AU3213  PID         -  AU3213
 AU3213  STATE/COUNTY-  LA/LAFOURCHE
 AU3213  USGS QUAD   -  THIBODAUX (1983)
 AU3213
 AU3213                         *CURRENT SURVEY CONTROL
 AU3213  ___________________________________________________________________
 AU3213* NAD 83(1992)-  29 51 23.63033(N)    090 51 43.53078(W)     ADJUSTED  
 AU3213* NAVD 88     -         2.5  **(meters)       8.   **(feet)  VERTCON   
 AU3213  **This station is located in a subsidence area (see below).
 AU3213  ___________________________________________________________________
 AU3213  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3213  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AU3213
 AU3213  HORZ ORDER  -  SECOND
 AU3213
 AU3213.The horizontal coordinates were established by classical geodetic methods
 AU3213.and adjusted by the National Geodetic Survey in January 1993..
 AU3213
 AU3213 ** The orthometric height has not been validated since last determined
 AU3213 ** by differential leveling and should not be used for control purposes.
 AU3213 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3213 ** area with valid NAVD 88 orthometric heights.
 AU3213 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3213 ** epoch indicated which incorporates improved geoid heights for the
 AU3213 ** Southern Louisiana Subsidence area.
 AU3213 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3213
 AU3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3213
 AU3213.The geoid height was determined by GEOID03.
 AU3213
 AU3213;                    North         East     Units Scale Factor Converg.
 AU3213;SPC LA S     -   150,461.137 1,045,530.214   MT  0.99992890   +0 14 08.3
 AU3213;SPC LA S     -   493,637.91  3,430,210.38   sFT  0.99992890   +0 14 08.3
 AU3213;UTM  15      - 3,304,810.322   706,516.519   MT  1.00012623   +1 03 52.9
 AU3213
 AU3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3213!SPC LA S     -   1.00000367  x   0.99992890  =   0.99993257
 AU3213!UTM  15      -   1.00000367  x   1.00012623  =   1.00012990
 AU3213
 AU3213|---------------------------------------------------------------------|
 AU3213| PID    Reference Object                     Distance      Geod. Az  |
 AU3213|                                                           dddmmss.s |
 AU3213| DD8087 SHIRLEY RM 1                         11.493 METERS 15805     |
 AU3213| AU3226 LAUREL GROVE CALDWELL STACK         APPROX. 3.6 KM 2034003.4 |
 AU3213| AU3214 SHIRLEY LDH 1972 RM 2                 9.943 METERS 33128     |
 AU3213|---------------------------------------------------------------------|
 AU3213
 AU3213                          SUPERSEDED SURVEY CONTROL
 AU3213
 AU3213  NAD 83(1986)-  29 51 23.65021(N)    090 51 43.53219(W) AD(       ) 2
 AU3213  NAD 27      -  29 51 22.90736(N)    090 51 43.19254(W) AD(       ) 2
 AU3213  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AU3213
 AU3213.Superseded values are not recommended for survey control.
 AU3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3213.See file dsdata.txt to determine how the superseded data were derived.
 AU3213
 AU3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0651704810(NAD 83)
 AU3213_MARKER: DD = SURVEY DISK
 AU3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3213
 AU3213  HISTORY     - Date     Condition        Report By
 AU3213  HISTORY     - 1972     MONUMENTED       LADH
 AU3213
 AU3213                          STATION DESCRIPTION
 AU3213
 AU3213'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU3213'THE STATION IS LOCATED 4.5 MILES SOUTHWEST OF CHACBAY, 4.5 MILES
 AU3213'NORTHWEST OF THIBODAUX, IN THE NORTHWEST 1/4 OF SECTION 107, T14S,
 AU3213'R16E, AND ON THE PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF
 AU3213'HIGHWAYS.
 AU3213'
 AU3213'TO REACH THE STATION FROM THE INTERSECTION AT STATE HIGHWAY 20 AND
 AU3213'308 IN THIBODAUX, DRIVE WEST-NORTHWEST ALONG STATE HIGHWAY 308 FOR 4
 AU3213'MILES TO THE INTERSECTION WITH STATE HIGHWAY 304, TURN RIGHT AND GO
 AU3213'NORTH ON STATE HIGHWAY 304 FOR 3 MILES.  THE STATION IS SET ON THE
 AU3213'WEST SIDE OF THE HIGHWAY ON THE BANK OF A CANAL.
 AU3213'
 AU3213'NOTE--(AZIMUTH MARK NOT FEASABLE, INTERSECTION STATIONS TAKEN
 AU3213'INSTEAD).
 AU3213'
 AU3213'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3213'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3213'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU3213'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU3213'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU3213'STAMPED SHIRLEY 1972.  THE MARK IS 50 FEET SOUTHWEST OF THE CENTER
 AU3213'OF STATE HIGHWAY 304, 15 FEET SOUTHEAST OF THE SOUTH END OF A
 AU3213'WOODEN BOX CULVERT, 5 FEET SOUTHEAST OF A POWER POLE, AND 2.5
 AU3213'FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 AU3213'
 AU3213'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3213'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3213'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3213'STAMPED SHIRLEY R. M. 1 1972.  IT IS 72 FEET WEST-SOUTHWEST OF THE
 AU3213'CENTER OF STATE HIGHWAY 304, 28 FEET WEST-NORTHWEST OF A POWER
 AU3213'POLE WITH A STREET LAMP, 19 FEET WEST OF THE SOUTH END OF A WOODEN
 AU3213'BOX CULVERT, AND 1.5 FEET NORTH OF A BRACE POWER POLE.
 AU3213'
 AU3213'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3213'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3213'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3213'STAMPED SHIRLEY R. M. 2 1972.  IT IS 52 FEET SOUTHWEST OF A 36
 AU3213'INCH OAK TREE, 46 FEET WEST OF THE CENTER OF A DRIVE LEADING TO A
 AU3213'HOUSE, 45 FEET SOUTHEAST OF A POWER POLE, AND 34 FEET SOUTHWEST OF
 AU3213'THE CENTER OF STATE HIGHWAY 304.
 AU3213'
 AU3213'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1059 ***********************************************************************
 CP1059  DESIGNATION -  SHIVERS BOLT
 CP1059  PID         -  CP1059
 CP1059  STATE/COUNTY-  LA/WEST CARROLL
 CP1059  USGS QUAD   -  OAK GROVE (1988)
 CP1059
 CP1059                         *CURRENT SURVEY CONTROL
 CP1059  ___________________________________________________________________
 CP1059* NAD 83(1986)-  32 45 11.     (N)    091 25 20.     (W)     SCALED    
 CP1059* NAVD 88     -        30.90   (+/-2cm)     101.4    (feet)  VERTCON   
 CP1059  ___________________________________________________________________
 CP1059  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1059
 CP1059  VERT ORDER  -  ? (See Below)
 CP1059
 CP1059.The horizontal coordinates were scaled from a topographic map and have
 CP1059.an estimated accuracy of +/- 6 seconds.
 CP1059
 CP1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1059.The vertical order pertains to the NGVD 29 superseded value.
 CP1059
 CP1059.The geoid height was determined by GEOID03.
 CP1059
 CP1059;                    North         East    Units  Estimated Accuracy
 CP1059;SPC LA N     -   250,320.    1,101,000.      MT  (+/- 180 meters Scaled)
 CP1059
 CP1059                          SUPERSEDED SURVEY CONTROL
 CP1059
 CP1059  NGVD 29 (??/??/92)   30.961  (m)          101.58   (f) ADJ UNCH    ?  
 CP1059
 CP1059.Superseded values are not recommended for survey control.
 CP1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1059.See file dsdata.txt to determine how the superseded data were derived.
 CP1059
 CP1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS478250(NAD 83)
 CP1059_MARKER: B = BOLT
 CP1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1059_SP_SET: STONE
 CP1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1059+STABILITY: SURFACE MOTION
 CP1059
 CP1059  HISTORY     - Date     Condition        Report By
 CP1059  HISTORY     - UNK      MONUMENTED       DOD
 CP1059  HISTORY     - 1934     GOOD             DOD
 CP1059
 CP1059                          STATION DESCRIPTION
 CP1059
 CP1059'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1059'1.4 MI N FROM PIONEER.
 CP1059'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED AT JUNCTION OF OLD AND
 CP1059'NEW HIGHWAYS, 1.4 MILES NORTH OF PIONEER, WEST CARROL PARISH, LA.,
 CP1059'SEC. 2 T20N, RIOE, ON PROPERTY OF MR. SHIVERS.  .5 MILE NORTHEAST OF
 CP1059'INTERSECTION OF MO. PAC. R.R. AND HIGHWAY 16.  53.5 FEET WEST OF
 CP1059'CENTERLINE OF PAVED HIGHWAY 16.  45 FEET WEST OF WEST END OF OLD
 CP1059'CONCRETE DIPPING VAT.  24 FEET NORTH OF CENTERLINE OF DIRT ROAD AND 3
 CP1059'FEET FROM INSIDE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1058 ***********************************************************************
 CP1058  DESIGNATION -  SHIVERS CAP
 CP1058  PID         -  CP1058
 CP1058  STATE/COUNTY-  LA/WEST CARROLL
 CP1058  USGS QUAD   -  OAK GROVE (1988)
 CP1058
 CP1058                         *CURRENT SURVEY CONTROL
 CP1058  ___________________________________________________________________
 CP1058* NAD 83(1986)-  32 45 11.     (N)    091 25 20.     (W)     SCALED    
 CP1058* NAVD 88     -        32.14   (+/-2cm)     105.4    (feet)  VERTCON   
 CP1058  ___________________________________________________________________
 CP1058  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1058
 CP1058  VERT ORDER  -  ? (See Below)
 CP1058
 CP1058.The horizontal coordinates were scaled from a topographic map and have
 CP1058.an estimated accuracy of +/- 6 seconds.
 CP1058
 CP1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1058.The vertical order pertains to the NGVD 29 superseded value.
 CP1058
 CP1058.The geoid height was determined by GEOID03.
 CP1058
 CP1058;                    North         East    Units  Estimated Accuracy
 CP1058;SPC LA N     -   250,320.    1,101,000.      MT  (+/- 180 meters Scaled)
 CP1058
 CP1058                          SUPERSEDED SURVEY CONTROL
 CP1058
 CP1058  NGVD 29 (??/??/92)   32.197  (m)          105.63   (f) ADJ UNCH    ?  
 CP1058
 CP1058.Superseded values are not recommended for survey control.
 CP1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1058.See file dsdata.txt to determine how the superseded data were derived.
 CP1058
 CP1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS478250(NAD 83)
 CP1058_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1058
 CP1058  HISTORY     - Date     Condition        Report By
 CP1058  HISTORY     - UNK      MONUMENTED       DOD
 CP1058  HISTORY     - 1934     GOOD             DOD
 CP1058
 CP1058                          STATION DESCRIPTION
 CP1058
 CP1058'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1058'1.4 MI N FROM PIONEER.
 CP1058'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED AT JUNCTION OF OLD AND
 CP1058'NEW HIGHWAYS, 1.4 MILES NORTH OF PIONEER, WEST CARROL PARISH, LA.,
 CP1058'SEC. 2 T20N, RI0E, ON PROPERTY OF MR. SHIVERS.  .5 MILE NORTHEAST OF
 CP1058'INTERSECTION OF MO. PAC. R.R. AND HIGHWAY 16.  53.5 FEET WEST OF
 CP1058'CENTERLINE OF PAVED HIGHWAY 16.  45 FEET WEST OF WEST END OF OLD
 CP1058'CONCRETE DIPPING VAT.  24 FEET NORTH OF CENTERLINE OF DIRT ROAD AND 3
 CP1058'FEET FROM INSIDE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0877 ***********************************************************************
 AT0877  DESIGNATION -  SHOAL 1955
 AT0877  PID         -  AT0877
 AT0877  STATE/COUNTY-  LA/ST BERNARD
 AT0877  USGS QUAD   -  NORTH ISLANDS (1951)
 AT0877
 AT0877                         *CURRENT SURVEY CONTROL
 AT0877  ___________________________________________________________________
 AT0877* NAD 83(1992)-  29 53 11.25729(N)    088 52 22.66755(W)     ADJUSTED  
 AT0877* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0877  ___________________________________________________________________
 AT0877  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AT0877  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AT0877
 AT0877  HORZ ORDER  -  SECOND
 AT0877
 AT0877.The horizontal coordinates were established by classical geodetic methods
 AT0877.and adjusted by the National Geodetic Survey in May 1994..
 AT0877
 AT0877.The orthometric height was scaled from a topographic map.
 AT0877
 AT0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0877
 AT0877.The geoid height was determined by GEOID03.
 AT0877
 AT0877;                    North         East     Units Scale Factor Converg.
 AT0877;SPC LA S     -   156,232.474 1,237,626.293   MT  0.99992773   +1 13 48.8
 AT0877;SPC LA S     -   512,572.71  4,060,445.60   sFT  0.99992773   +1 13 48.8
 AT0877;UTM  16      - 3,307,677.692   319,135.417   MT  1.00000361   -0 56 00.7
 AT0877
 AT0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0877!SPC LA S     -   1.00000413  x   0.99992773  =   0.99993186
 AT0877!UTM  16      -   1.00000413  x   1.00000361  =   1.00000774
 AT0877
 AT0877:                Primary Azimuth Mark                     Grid Az
 AT0877:SPC LA S     -  CHANDE                                   030 57 17.3
 AT0877:UTM  16      -  CHANDE                                   033 07 06.8
 AT0877
 AT0877|---------------------------------------------------------------------|
 AT0877| PID    Reference Object                     Distance      Geod. Az  |
 AT0877|                                                           dddmmss.s |
 AT0877| AT0879 CHANDE                              APPROX. 9.2 KM 0321106.1 |
 AT0877|---------------------------------------------------------------------|
 AT0877
 AT0877                          SUPERSEDED SURVEY CONTROL
 AT0877
 AT0877  NAD 83(1992)-  29 53 11.26462(N)    088 52 22.65787(W) AD(       ) 2
 AT0877  NAD 83(1992)-  29 53 11.26127(N)    088 52 22.66707(W) AD(       ) 2
 AT0877  NAD 83(1986)-  29 53 11.26373(N)    088 52 22.65720(W) AD(       ) 2
 AT0877  NAD 27      -  29 53 10.53600(N)    088 52 22.56800(W) AD(       ) 2
 AT0877
 AT0877.Superseded values are not recommended for survey control.
 AT0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0877.See file dsdata.txt to determine how the superseded data were derived.
 AT0877
 AT0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1913507678(NAD 83)
 AT0877_MARKER: DS = TRIANGULATION STATION DISK
 AT0877_SETTING: 0 = UNSPECIFIED SETTING
 AT0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0877
 AT0877  HISTORY     - Date     Condition        Report By
 AT0877  HISTORY     - 1955     MONUMENTED       CGS
 AT0877  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT0877
 AT0877                          STATION DESCRIPTION
 AT0877
 AT0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0877'ON THE EAST SIDE OF CHANDELEUR SOUND, ABOUT 10.8 MILES SOUTH OF
 AT0877'CHANDELEUR LIGHT, ON
 AT0877'THE WEST SHORE OF SMACK CHANNEL, ON THE EAST SHORE OF THE
 AT0877'NORTHERLY OF THE NORTH
 AT0877'ISLANDS, ABOUT 0.8 MILE SOUTH OF THE NORTH END
 AT0877'OF THE ISLAND, ABOUT 0.9 MILE NORTH OF
 AT0877'THE SOUTH TIP OF THE EAST SIDE
 AT0877'OF THE ISLAND, ABOUT 400 FEET SOUTH OF THE NARROWEST
 AT0877'PORTION OF THE
 AT0877'ISLAND, 154 FEET EAST OF THE NORTHEASTERLY OF THREE PROMINENT PONDS
 AT0877'IN THE VICINITY,
 AT0877'46 FEET WEST OF THE MEAN HIGH WATER LINE, 23 FEET
 AT0877'WEST OF THE TOP OF THE SHELL BANK,
 AT0877'IN LOW MANGROVE ON GROUND ABOUT
 AT0877'THE SAME ELEVATION AS HIGHER HIGH WATER.
 AT0877'
 AT0877'STATION MARK, A STANDARD DISK STAMPED SHOAL 1955, IS SET IN TOP OF
 AT0877'8-FOOT SECTION OF
 AT0877'4-INCH SOIL PIPE PROJECTING ABOUT 2 FEET.
 AT0877'
 AT0877'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED.
 AT0877
 AT0877                          STATION RECOVERY (1965)
 AT0877
 AT0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0877'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE STORM CHANGED THE
 AT0877'ISLAND QUITE A BIT
 AT0877'AND SEARCH WAS DIFFICULT.  IT APPEARS THAT THE
 AT0877'MARK WAS DESTROYED BY THE STORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3060 ***********************************************************************
 CQ3060  DESIGNATION -  SHONGALOO
 CQ3060  PID         -  CQ3060
 CQ3060  STATE/COUNTY-  LA/WEBSTER
 CQ3060  USGS QUAD   -  SHONGALOO (1981)
 CQ3060
 CQ3060                         *CURRENT SURVEY CONTROL
 CQ3060  ___________________________________________________________________
 CQ3060* NAD 83(1992)-  32 54 34.77175(N)    093 21 41.27195(W)     ADJUSTED  
 CQ3060* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 CQ3060  ___________________________________________________________________
 CQ3060  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 CQ3060  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3060
 CQ3060  HORZ ORDER  -  FIRST
 CQ3060
 CQ3060.The horizontal coordinates were established by classical geodetic methods
 CQ3060.and adjusted by the National Geodetic Survey in September 1999..
 CQ3060
 CQ3060.The orthometric height was scaled from a topographic map.
 CQ3060
 CQ3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3060
 CQ3060.The geoid height was determined by GEOID03.
 CQ3060
 CQ3060;                    North         East     Units Scale Factor Converg.
 CQ3060;SPC LA N     -   267,506.074   919,407.089   MT  1.00006444   -0 27 19.6
 CQ3060;SPC LA N     -   877,642.84  3,016,421.42   sFT  1.00006444   -0 27 19.6
 CQ3060;SPC AR S     -   427,799.140   272,627.083   MT  1.00010942   -0 45 43.2
 CQ3060;SPC AR S     - 1,403,537.68    894,444.02   sFT  1.00010942   -0 45 43.2
 CQ3060;UTM  15      - 3,641,329.714   466,199.036   MT  0.99961409   -0 11 47.0
 CQ3060
 CQ3060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3060!SPC LA N     -   0.99998872  x   1.00006444  =   1.00005316
 CQ3060!SPC AR S     -   0.99998872  x   1.00010942  =   1.00009814
 CQ3060!UTM  15      -   0.99998872  x   0.99961409  =   0.99960282
 CQ3060
 CQ3060:                Primary Azimuth Mark                     Grid Az
 CQ3060:SPC LA N     -  SHONGALOO AZ MK                          109 33 07.7
 CQ3060:SPC AR S     -  SHONGALOO AZ MK                          109 51 31.3
 CQ3060:UTM  15      -  SHONGALOO AZ MK                          109 17 35.1
 CQ3060
 CQ3060|---------------------------------------------------------------------|
 CQ3060| PID    Reference Object                     Distance      Geod. Az  |
 CQ3060|                                                           dddmmss.s |
 CQ3060| CX6239 SHONGALOO AZ MK                                    1090548.1 |
 CQ3060| CQ3062 SHONGALOO FIRE TOWER LFC            296.565 METERS 11318     |
 CQ3060| CX6240 SHONGALOO RM 1                       25.497 METERS 12748     |
 CQ3060| CX6241 SHONGALOO RM 2                       13.331 METERS 20240     |
 CQ3060|---------------------------------------------------------------------|
 CQ3060
 CQ3060                          SUPERSEDED SURVEY CONTROL
 CQ3060
 CQ3060  NAD 83(1992)-  32 54 34.77736(N)    093 21 41.26408(W) AD(       ) 1
 CQ3060  NAD 83(1986)-  32 54 34.78289(N)    093 21 41.26212(W) AD(       ) 1
 CQ3060  NAD 27      -  32 54 34.28300(N)    093 21 40.64800(W) AD(       ) 1
 CQ3060
 CQ3060.Superseded values are not recommended for survey control.
 CQ3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3060.See file dsdata.txt to determine how the superseded data were derived.
 CQ3060
 CQ3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6619941330(NAD 83)
 CQ3060_MARKER: DS = TRIANGULATION STATION DISK
 CQ3060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3060
 CQ3060  HISTORY     - Date     Condition        Report By
 CQ3060  HISTORY     - 1950     MONUMENTED       CGS
 CQ3060  HISTORY     - 1958     GOOD             LOCENG
 CQ3060  HISTORY     - 1984     SEE DESCRIPTION  LOCENG
 CQ3060
 CQ3060                          STATION DESCRIPTION
 CQ3060
 CQ3060'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3060'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 1.0 MILE NORTH OF
 CQ3060'SAREPTA, 3.5 MILES WEST AND 2.25 MILES SOUTH OF SHONGALOO AND
 CQ3060'0.15 MILE WEST OF SHONGALOO FIRE TOWER ON THE ROAD RIGHT-OF-WAY.
 CQ3060'IT IS 50 FEET SOUTH OF THE CENTER OF GRAVELED ROAD, 46 FEET NORTH
 CQ3060'OF TRIANGULAR BLAZED TREE, 15 FEET SOUTH OF THE SOUTH BANK OF
 CQ3060'ROAD CUT AND 11 FEET SOUTHWEST OF WITNESS POST.  IT IS STAMPED
 CQ3060'SHONGALOO 1950 AND PROJECTS 4 INCHES.
 CQ3060'
 CQ3060'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 60 FEET SOUTH
 CQ3060'OF THE CENTER OF GRAVELED ROAD AND 52 FEET NORTHWEST OF FORK IN
 CQ3060'TRACK ROAD.  IT IS STAMPED SHONGALOO NO 1 1950 AND PROJECTS
 CQ3060'5 INCHES.
 CQ3060'
 CQ3060'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 15 FEET
 CQ3060'NORTH OF THE CENTER OF TRACK ROAD AND 6 FEET WEST-NORTHWEST OF
 CQ3060'TRIANGULAR BLAZED TREE.  IT IS STAMPED SHONGALOO NO 2 1950
 CQ3060'AND PROJECTS 5 INCHES.
 CQ3060'
 CQ3060'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK
 CQ3060'NO. 2 IS 83.6 FEET.
 CQ3060'
 CQ3060'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 55 FEET
 CQ3060'EAST OF THE CENTER OF FARM ROAD, 31 FEET SOUTH OF THE CENTER OF
 CQ3060'GRAVELED ROAD, 31 FEET WEST OF TELEPHONE POLE, 7 FEET NORTH OF
 CQ3060'PEAR TREE AND 1.5 FEET WEST OF WITNESS POST.  IT IS STAMPED
 CQ3060'SHONGALOO 1950 AND PROJECTS 6 INCHES.
 CQ3060'
 CQ3060'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 CQ3060'ROAD FOR 0.55 MILE TO FARM ROAD RIGHT AND AZIMUTH MARK JUST
 CQ3060'EAST AS DESCRIBED.
 CQ3060'
 CQ3060'TO REACH THE STATION FROM THE POST OFFICE IN SAREPTA, GO NORTH
 CQ3060'ON STATE HIGHWAY 90 AND 70 FOR 0.2 MILE TO JUNCTION OF THESE
 CQ3060'HIGHWAYS, TURN RIGHT ON STATE HIGHWAY 70 AND GO NORTHEAST AND
 CQ3060'EAST FOR 5.45 MILES TO FORKS JUST AFTER CROSSING RIVER, TAKE
 CQ3060'RIGHT FORK ON GRAVELED ROAD FOR 1.2 MILES TO TRACK ROAD RIGHT
 CQ3060'ABOUT 0.1 MILE BEFORE REACHING SHONGALOO LOOKOUT TOWER, TURN
 CQ3060'RIGHT ON TRACK ROAD AND GO WEST ALONG TOP OF BANK FOR 0.1
 CQ3060'MILE TO TRIANGULAR BLAZED TREE AND STATION AS DESCRIBED.
 CQ3060'
 CQ3060'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ3060
 CQ3060                          STATION RECOVERY (1958)
 CQ3060
 CQ3060'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 CQ3060'RECOVERED BY SEISMIC EXPLOR
 CQ3060'
 CQ3060'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CQ3060
 CQ3060                          STATION RECOVERY (1984)
 CQ3060
 CQ3060'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (VTC)
 CQ3060'BOTH THE STATION AND REFERENCE MARK NO 1 ARE IN IMMEDIATE DANGER
 CQ3060'OF BEING DESTROYED.  THE SOIL SURROUNDING THEM IS CAVING OFF DUE TO
 CQ3060'CONSTRUCTION IN THE AREA.  THE STATION IS LOCATED APPROX 800 FEET
 CQ3060'WEST OF SHONGALOO FIRE TOWER ON LA. HWY NO 3008.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3062 ***********************************************************************
 CQ3062  DESIGNATION -  SHONGALOO FIRE TOWER LFC
 CQ3062  PID         -  CQ3062
 CQ3062  STATE/COUNTY-  LA/WEBSTER
 CQ3062  USGS QUAD   -  SHONGALOO (1981)
 CQ3062
 CQ3062                         *CURRENT SURVEY CONTROL
 CQ3062  ___________________________________________________________________
 CQ3062* NAD 83(1992)-  32 54 30.96477(N)    093 21 30.78968(W)     ADJUSTED  
 CQ3062* NAVD 88     -                                                        
 CQ3062  ___________________________________________________________________
 CQ3062  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 CQ3062  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3062
 CQ3062  HORZ ORDER  -  THIRD
 CQ3062
 CQ3062.The horizontal coordinates were established by classical geodetic methods
 CQ3062.and adjusted by the National Geodetic Survey in September 1999..
 CQ3062
 CQ3062
 CQ3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3062
 CQ3062.The geoid height was determined by GEOID03.
 CQ3062
 CQ3062;                    North         East     Units Scale Factor Converg.
 CQ3062;SPC LA N     -   267,386.629   919,678.558   MT  1.00006412   -0 27 14.1
 CQ3062;SPC LA N     -   877,250.97  3,017,312.07   sFT  1.00006412   -0 27 14.1
 CQ3062;SPC AR S     -   427,678.239   272,897.921   MT  1.00010978   -0 45 37.3
 CQ3062;SPC AR S     - 1,403,141.02    895,332.60   sFT  1.00010978   -0 45 37.3
 CQ3062;UTM  15      - 3,641,211.551   466,470.919   MT  0.99961386   -0 11 41.3
 CQ3062
 CQ3062                          SUPERSEDED SURVEY CONTROL
 CQ3062
 CQ3062  NAD 83(1992)-  32 54 30.97106(N)    093 21 30.78405(W) AD(       ) 4
 CQ3062  NAD 83(1986)-  32 54 30.97595(N)    093 21 30.78000(W) AD(       ) 4
 CQ3062  NAD 27      -  32 54 30.47600(N)    093 21 30.16600(W) AD(       ) 3
 CQ3062
 CQ3062.Superseded values are not recommended for survey control.
 CQ3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3062.See file dsdata.txt to determine how the superseded data were derived.
 CQ3062
 CQ3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6647141212(NAD 83)
 CQ3062_MARKER: 55 = TOWER
 CQ3062
 CQ3062  HISTORY     - Date     Condition        Report By
 CQ3062  HISTORY     - 1950     FIRST OBSERVED   CGS
 CQ3062
 CQ3062                          STATION DESCRIPTION
 CQ3062
 CQ3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3062'THE STATION IS LOCATED ABOUT 5.5 MILES EAST OF SAREPTA AND 5.25
 CQ3062'MILES SOUTHWEST OF SHONGALOO ON THE SOUTH SIDE OF GRAVELED
 CQ3062'ROAD.  IT IS A STEEL STRUCTURE SUPPORTING A CAB AT THE TOP
 CQ3062'WITH AN OVERALL HEIGHT OF 115 FEET.  THE POINT OBSERVED UPON
 CQ3062'WAS THE CENTER OF ROOF OF CAB.
 CQ3062'
 CQ3062'TO REACH THE STATION FROM THE POST OFFICE IN SAREPTA, GO NORTH
 CQ3062'ON STATE HIGHWAYS 90 AND 70 FOR 0.2 MILE TO JUNCTION OF THESE
 CQ3062'HIGHWAYS, TURN RIGHT ON STATE HIGHWAY 70 AND GO NORTHEAST
 CQ3062'AND EAST FOR 5.45 MILES TO FORKS JUST AFTER CROSSING RIVER,
 CQ3062'TAKE RIGHT FORK AND GO 1.3 MILES ON GRAVELED ROAD TO STATION
 CQ3062'ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5042 ***********************************************************************
 BJ5042  DESIGNATION -  SHORE
 BJ5042  PID         -  BJ5042
 BJ5042  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5042  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5042
 BJ5042                         *CURRENT SURVEY CONTROL
 BJ5042  ___________________________________________________________________
 BJ5042* NAD 83(1992)-  30 24 26.36371(N)    091 09 52.26678(W)     ADJUSTED  
 BJ5042* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 BJ5042  ___________________________________________________________________
 BJ5042  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ5042  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ5042
 BJ5042  HORZ ORDER  -  SECOND
 BJ5042
 BJ5042.The horizontal coordinates were established by classical geodetic methods
 BJ5042.and adjusted by the National Geodetic Survey in January 1993..
 BJ5042
 BJ5042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5042
 BJ5042.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5042
 BJ5042.The geoid height was determined by GEOID03.
 BJ5042
 BJ5042;                    North         East     Units Scale Factor Converg.
 BJ5042;SPC LA S     -   211,429.564 1,016,220.577   MT  0.99995082   +0 05 03.9
 BJ5042;SPC LA S     -   693,665.16  3,334,050.34   sFT  0.99995082   +0 05 03.9
 BJ5042;UTM  15      - 3,365,351.203   676,315.337   MT  0.99998352   +0 55 45.3
 BJ5042
 BJ5042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5042!SPC LA S     -   1.00000311  x   0.99995082  =   0.99995393
 BJ5042!UTM  15      -   1.00000311  x   0.99998352  =   0.99998663
 BJ5042
 BJ5042|---------------------------------------------------------------------|
 BJ5042| PID    Reference Object                     Distance      Geod. Az  |
 BJ5042|                                                           dddmmss.s |
 BJ5042| BJ5041 SHORE LDH 1970 POINT A               15.082 METERS 02655     |
 BJ5042| CW2327 SHORE RM 2                           13.902 METERS 21032     |
 BJ5042| BJ5051 BATON ROUGE TV STA WAFB MAST        APPROX. 4.3 KM 3370927.6 |
 BJ5042| CW2325 SHORE AZ MK                                        3480302.3 |
 BJ5042|---------------------------------------------------------------------|
 BJ5042
 BJ5042                          SUPERSEDED SURVEY CONTROL
 BJ5042
 BJ5042  NAD 83(1986)-  30 24 26.38199(N)    091 09 52.26479(W) AD(       ) 2
 BJ5042  NAD 27      -  30 24 25.69366(N)    091 09 51.87841(W) AD(       ) 2
 BJ5042  NGVD 29 (07/19/86)    7.4    (m)           24.     (f) VERT ANG       
 BJ5042
 BJ5042.Superseded values are not recommended for survey control.
 BJ5042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5042.See file dsdata.txt to determine how the superseded data were derived.
 BJ5042
 BJ5042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7631565351(NAD 83)
 BJ5042_MARKER: DD = SURVEY DISK
 BJ5042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5042
 BJ5042  HISTORY     - Date     Condition        Report By
 BJ5042  HISTORY     - 1970     MONUMENTED       LADH
 BJ5042
 BJ5042                          STATION DESCRIPTION
 BJ5042
 BJ5042'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ5042'THE STATION IS LOCATED IN BATON ROUGE, ABOUT 3 MILES SOUTH-SOUTHEAST
 BJ5042'OF THE MAIN POST OFFICE IN DOWNTOWN BATON ROUGE, 5.5 MILES
 BJ5042'WEST-SOUTHWEST OF THE U.S. HIGHWAY 61-INTERSTATE 12 INTERCHANGE AND
 BJ5042'NEAR THE SOUTHEAST END OF UNIVERSITY LAKE IN THE CENTRAL PORTION
 BJ5042'OF SECTION 68, T7S-R1W, AND ON THE PROPERTY OF THE CITY OF BATON
 BJ5042'ROUGE.
 BJ5042'
 BJ5042'TO REACH THE STATION FROM THE POST OFFICE IN DOWNTOWN BATON ROUGE,
 BJ5042'DRIVE EAST ALONG FLORIDA BLVD. FOR 1 BLOCK TO THE JUNCTION WITH
 BJ5042'INTERSTATE 110, THENCE SOUTH ALONG INTERSTATE 110 TO ITS JUNCTION
 BJ5042'WITH INTERSTATE 10, THENCE SOUTHEAST AND EAST ALONG INTERSTATE 10 FOR
 BJ5042'APPROXIMATELY 2 MILES TO THE SOUTH ACADIAN THRUWAY-INTERSTATE
 BJ5042'10 INTERCHANGE, THENCE RIGHT AND SOUTHWEST ALONG SOUTH ACADIAN
 BJ5042'THRUWAY FOR APPROXIMATELY 0.2 MILE TO THE JUNCTION WITH PERKINS
 BJ5042'ROAD AND STANFORD AVENUE, THENCE SOUTHWEST ALONG STANFORD
 BJ5042'AVENUE FOR APPROXIMATELY 0.9 MILE TO THE STATION WHICH IS
 BJ5042'ON THE RIGHT AND WEST OF STANFORD AVENUE NEAR THE UNIVERSITY LAKE
 BJ5042'SPILLWAY.
 BJ5042'
 BJ5042'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 BJ5042'STANFORD AVENUE FOR APPROXIMATELY 0.9 MILE TO ITS JUNCTION WITH
 BJ5042'PERKINS ROAD AND SOUTH ACADIAN THRUWAY, THENCE NORTHEAST ALONG
 BJ5042'SOUTH ACADIAN THRUWAY FOR APPROXIMATELY 0.2 MILE TO THE SOUTH
 BJ5042'ACADIAN THRUWAY-INTERSTATE 10 INTERCHANGE, THENCE WEST ON
 BJ5042'INTERSTATE 10 FOR 1 MILE TO THE INTERSTATE 10-DALRYMPLE DRIVE
 BJ5042'INTERCHANGE, THENCE SOUTH ON DALRYMPLE DRIVE FOR 0.4 MILE TO THE
 BJ5042'MARK WHICH IS ON THE RIGHT AND WEST OF DALRYMPLE DRIVE NEAR THE
 BJ5042'LAKE.
 BJ5042'
 BJ5042'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5042'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5042'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ5042'STAMPED 1970.  IT IS SET ON THE SOUTH SHORE OF UNIVERSITY LAKE NEAR A
 BJ5042'SPILLWAY, 39 FEET SOUTH OF A GUY WIRE POLE, 33 FEET WEST-NORTHWEST
 BJ5042'OF THE CENTER OF STANFORD AVENUE, 10 FEET NORTH OF THE NORTHEAST
 BJ5042'CORNER OF A BRIDGE, 10 FEET WEST-NORTHWEST OF A SIDEWALK, AND 2
 BJ5042'FEET SOUTHWEST OF A METAL WITNESS POST.
 BJ5042'
 BJ5042'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5042'COAST AND GEODETIC SURVEY DISK SET IN A DRILLED HOLE IN A SIDEWALK
 BJ5042'AND IS FLUSH WITH THE SIDEWALK.  IT IS STAMPED SHORE RM 1 1970.  IT
 BJ5042'IS 59 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BRIDGE, 42
 BJ5042'FEET WEST-NORTHWEST OF THE CENTER OF STANFORD AVENUE, 20 FEET
 BJ5042'WEST-NORTHWEST OF THE WEST CURB ON STANFORD AVENUE, 12
 BJ5042'FEET NORTHEAST OF A GUY WIRE POLE AND 48 FEET NORTH OF THE METAL
 BJ5042'WITNESS POST AT THE STATION.
 BJ5042'
 BJ5042'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5042'COAST AND GEODETIC SURVEY DISK SET IN A DRILLED HOLE IN THE SIDEWALK
 BJ5042'OF A BRIDGE AND IS FLUSH WITH THE SIDEWALK.  IT IS STAMPED SHORE RM
 BJ5042'2 1970.  IT IS 44 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF
 BJ5042'THE BRIDGE, 36 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 BJ5042'BRIDGE, 26 FEET WEST-NORTHWEST OF THE CENTER OF STANFORD AVENUE, 3
 BJ5042'FEET WEST-NORTHWEST OF THE NORTH CURB ON STANFORD AVENUE AND
 BJ5042'48 FEET SOUTH-SOUTHWEST OF THE METAL WITNESS POST AT THE
 BJ5042'STATION.
 BJ5042'
 BJ5042'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ5042'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ5042'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ5042'SHORE AZ MK 1970.  IT IS 49 FEET SOUTH OF A 34 INCH LIVE OAK TREE,
 BJ5042'41 FEET EAST OF THE CENTER OF DALRYMPLE DRIVE, 41 FEET WEST-SOUTHWEST
 BJ5042'OF A 36 INCH LIVE OAK TREE, 36 FEET NORTHEAST OF A TELEPHONE POLE
 BJ5042'AND 2 FEET EAST OF A METAL WITNESS POST.
 BJ5042'
 BJ5042'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0801 ***********************************************************************
 AV0801  DESIGNATION -  SHORTER EASTERN OF TWO STACKS
 AV0801  PID         -  AV0801
 AV0801  STATE/COUNTY-  LA/CAMERON
 AV0801  USGS QUAD   -  SWEET LAKE (1982)
 AV0801
 AV0801                         *CURRENT SURVEY CONTROL
 AV0801  ___________________________________________________________________
 AV0801* NAD 83(1992)-  29 59 07.66964(N)    093 07 48.21267(W)     ADJUSTED  
 AV0801* NAVD 88     -                                                        
 AV0801  **This station is located in a subsidence area (see below).
 AV0801  ___________________________________________________________________
 AV0801  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AV0801  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AV0801
 AV0801  HORZ ORDER  -  THIRD
 AV0801
 AV0801.The horizontal coordinates were established by classical geodetic methods
 AV0801.and adjusted by the National Geodetic Survey in January 1993..
 AV0801
 AV0801 ** The orthometric height has not been validated since last determined
 AV0801 ** by differential leveling and should not be used for control purposes.
 AV0801 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0801 ** area with valid NAVD 88 orthometric heights.
 AV0801 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0801 ** epoch indicated which incorporates improved geoid heights for the
 AV0801 ** Southern Louisiana Subsidence area.
 AV0801 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0801
 AV0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0801
 AV0801.The geoid height was determined by GEOID03.
 AV0801
 AV0801;                    North         East     Units Scale Factor Converg.
 AV0801;SPC LA S     -   166,014.348   826,635.329   MT  0.99992578   -0 53 54.2
 AV0801;SPC LA S     -   544,665.41  2,712,052.74   sFT  0.99992578   -0 53 54.2
 AV0801;UTM  15      - 3,317,181.741   487,454.270   MT  0.99960194   -0 03 54.0
 AV0801
 AV0801                          SUPERSEDED SURVEY CONTROL
 AV0801
 AV0801  NAD 83(1986)-  29 59 07.69513(N)    093 07 48.19901(W) AD(       ) 4
 AV0801  NAD 27      -  29 59 06.93300(N)    093 07 47.63400(W) AD(       ) 3
 AV0801
 AV0801.Superseded values are not recommended for survey control.
 AV0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0801.See file dsdata.txt to determine how the superseded data were derived.
 AV0801
 AV0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8745417182(NAD 83)
 AV0801_MARKER: 63 = STACK
 AV0801
 AV0801  HISTORY     - Date     Condition        Report By
 AV0801  HISTORY     - 1934     FIRST OBSERVED   CGS
 AV0801
 AV0801                          STATION DESCRIPTION
 AV0801
 AV0801'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2856 ***********************************************************************
 CQ2856  DESIGNATION -  SHOWS
 CQ2856  PID         -  CQ2856
 CQ2856  STATE/COUNTY-  LA/WINN
 CQ2856  USGS QUAD   -  DODSON (1985)
 CQ2856
 CQ2856                         *CURRENT SURVEY CONTROL
 CQ2856  ___________________________________________________________________
 CQ2856* NAD 83(1992)-  32 06 51.69368(N)    092 44 41.64879(W)     ADJUSTED  
 CQ2856* NAVD 88     -        74.4    (meters)     244.     (feet)  VERTCON   
 CQ2856  ___________________________________________________________________
 CQ2856  X           -    -258,954.897 (meters)                     COMP
 CQ2856  Y           -  -5,401,164.622 (meters)                     COMP
 CQ2856  Z           -   3,371,204.731 (meters)                     COMP
 CQ2856  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CQ2856  ELLIP HEIGHT-          48.65  (meters)          (01/02/04) GPS OBS
 CQ2856  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ2856
 CQ2856  HORZ ORDER  -  SECOND
 CQ2856  ELLP ORDER  -  FOURTH    CLASS II
 CQ2856
 CQ2856.The horizontal coordinates were established by classical geodetic methods
 CQ2856.and adjusted by the National Geodetic Survey in January 1993..
 CQ2856
 CQ2856.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2856
 CQ2856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2856
 CQ2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2856
 CQ2856.The ellipsoidal height was determined by GPS observations
 CQ2856.and is referenced to NAD 83.
 CQ2856
 CQ2856.The geoid height was determined by GEOID03.
 CQ2856
 CQ2856;                    North         East     Units Scale Factor Converg.
 CQ2856;SPC LA N     -   179,018.556   976,889.023   MT  0.99992061   -0 07 46.1
 CQ2856;SPC LA N     -   587,330.05  3,205,010.07   sFT  0.99992061   -0 07 46.1
 CQ2856;UTM  15      - 3,553,140.160   524,065.408   MT  0.99960714   +0 08 08.2
 CQ2856
 CQ2856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2856!SPC LA N     -   0.99999236  x   0.99992061  =   0.99991297
 CQ2856!UTM  15      -   0.99999236  x   0.99960714  =   0.99959950
 CQ2856
 CQ2856|---------------------------------------------------------------------|
 CQ2856| PID    Reference Object                     Distance      Geod. Az  |
 CQ2856|                                                           dddmmss.s |
 CQ2856| CQ2855 SHOWS LADH A 1971                    12.558 METERS 04333     |
 CQ2856| CY5519 SHOWS RM 1                           18.539 METERS 26734     |
 CQ2856| CY5518 SHOWS AZ MK                                        2674524.5 |
 CQ2856| CY5520 SHOWS RM 2                           23.260 METERS 30843     |
 CQ2856|---------------------------------------------------------------------|
 CQ2856
 CQ2856                          SUPERSEDED SURVEY CONTROL
 CQ2856
 CQ2856  ELLIP H (01/21/93)   48.72   (m)                       GP(       ) 4 2
 CQ2856  NAD 83(1986)-  32 06 51.70840(N)    092 44 41.63770(W) AD(       ) 2
 CQ2856  NAD 27      -  32 06 51.13550(N)    092 44 41.08588(W) AD(       ) 3
 CQ2856  NGVD 29 (07/19/86)   74.4    (m)          244.     (f) VERT ANG       
 CQ2856
 CQ2856.Superseded values are not recommended for survey control.
 CQ2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2856.See file dsdata.txt to determine how the superseded data were derived.
 CQ2856
 CQ2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2406553140(NAD 83)
 CQ2856_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CQ2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2856_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2856+STABILITY: SURFACE MOTION
 CQ2856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2856+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ2856
 CQ2856  HISTORY     - Date     Condition        Report By
 CQ2856  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2856  HISTORY     - 1987     GOOD             NGS
 CQ2856  HISTORY     - 19981017 GOOD             USPSQD
 CQ2856
 CQ2856                          STATION DESCRIPTION
 CQ2856
 CQ2856'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2856'THE STATION IS LOCATED 5 MILES NORTHWEST OF DODSON, 8 MILES
 CQ2856'SOUTHWEST OF JONESBORO AND 10 MILES NORTH-NORTHEAST OF CALVIN,
 CQ2856'IN THE NORTHEAST 1/4 OF SECTION 14, T13N, R4W, AND ON THE PROPERTY
 CQ2856'OWNED BY ARCHIE L. SHOWS, ADDRESS ROUTE 2, DODSON, LOUISIANA,
 CQ2856'TELEPHONE 628-5196.
 CQ2856'
 CQ2856'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 167
 CQ2856'AND STATE HIGHWAY 126 IN DODSON, DRIVE WEST AND NORTH ALONG
 CQ2856'STATE HIGHWAY 126 FOR 5.8 MILES TO A GRAVEL ROAD ON THE RIGHT
 CQ2856'LEADING NORTH, TURN RIGHT ON THE GRAVEL ROAD AND GO 0.6 MILE
 CQ2856'TO A RIGHT ANGLE TURN TO THE WEST.  THE STATION IS SET TO THE
 CQ2856'NORTH OF THE ROAD NEAR A FENCE CORNER.
 CQ2856'
 CQ2856'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG THE
 CQ2856'GRAVEL ROAD FOR APPROXIMATELY 0.35 MILE TO A RIGHT ANGLE TURN TO
 CQ2856'THE NORTH.  THE MARK IS SET TO THE WEST OF THE ROAD NEAR A POWER
 CQ2856'POLE.
 CQ2856'
 CQ2856'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2856'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2856'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2856'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2856'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2856'SURFACE.  THEY ARE STAMPED SHOWS 1971.  THE MARK IS 81 FEET
 CQ2856'NORTHEAST OF A POWER POLE WITH TRANSFORMER, 62 FEET EAST OF A
 CQ2856'NORTH/SOUTH FENCE, 23 FEET NORTH OF THE CENTER OF A GRAVEL
 CQ2856'ROAD, 4.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND
 CQ2856'SIGN, 3.5 FEET NORTH OF AN EAST/WEST FENCE.
 CQ2856'
 CQ2856'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2856'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2856'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2856'GROUND.  IT IS STAMPED SHOWS R.M. 1 1971.  IT IS 43 FEET NORTH
 CQ2856'OF A POWER POLE, 20 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 CQ2856'10 FEET EAST OF THE CENTER OF A GRAVEL DRIVE TO A HOUSE, AND
 CQ2856'2 FEET NORTHEAST OF A FENCE CORNER.
 CQ2856'
 CQ2856'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2856'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2856'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2856'GROUND.  IT IS STAMPED SHOWS R.M. 2 1971.  IT IS 71 FEET NORTH
 CQ2856'OF THE CENTER OF A GRAVEL ROAD, 52 FEET NORTH OF A FENCE CORNER,
 CQ2856'10 FEET EAST OF THE CENTER OF A GRAVEL DRIVE TO A HOUSE, AND
 CQ2856'1.5 FEET EAST OF A FENCE.
 CQ2856'
 CQ2856'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2856'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ2856'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2856'GROUND.  IT IS STAMPED SHOWS AZ.MK. 1971.  IT IS 23 FEET WEST
 CQ2856'OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF A POWER POLE,
 CQ2856'2 FEET EAST OF A FENCE, AND 2 FEET NORTH OF A METAL WITNESS POST
 CQ2856'AND SIGN.
 CQ2856'
 CQ2856'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CQ2856
 CQ2856                          STATION RECOVERY (1987)
 CQ2856
 CQ2856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 CQ2856'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ2856'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ2856'OBSERVATIONS.
 CQ2856'
 CQ2856'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 CQ2856'NORTH-NORTHEAST OF CALVIN, 12.9 KM (8 MI) SOUTHWEST OF JONESBORO
 CQ2856'AND 8.0 KM (5 MI) NORTHWEST OF DODSON.
 CQ2856'OWNERSHIP--MR. ARCHIE L. SHOWS, ROUTE 1, BOX 460, DODSON, LA.
 CQ2856'71422, TELEPHONE 318-628-5196.
 CQ2856'
 CQ2856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167 AND
 CQ2856'STATE HIGHWAY 126 IN DODSON, GO WEST ALONG HIGHWAY 126 FOR 9.3 KM
 CQ2856'(5.8 MI) TO A GRAVEL PARISH ROAD 19 LEADING NORTH. TURN RIGHT AND
 CQ2856'GO ALONG WINN PARISH ROAD 19 FOR 0.9 KM (0.55 MI) TO THE STATION ON
 CQ2856'THE RIGHT.
 CQ2856'
 CQ2856'THE STATION IS A STANDARD LADH+CGS DISK
 CQ2856'STAMPED---SHOWS 1971---,
 CQ2856'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ2856'30 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 CQ2856'24.7 METERS (81 FT) NORTHEAST FROM A POWER POLE,
 CQ2856'7.0 METERS (23 FT) NORTH FROM THE CENTER OF THE ROAD,
 CQ2856'1.4 METERS (4.5 FT) NORTH-NORTHWEST FROM A WITNESS POST AND
 CQ2856'0.6 METERS (2.0 FT) NORTH FROM A EAST-WEST FENCE.
 CQ2856'THE UNDERGROUND MARK IS A STANDARD LADH+CGS DISK
 CQ2856'STAMPED---SHOWS 1971---,
 CQ2856'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ2856'
 CQ2856'DESCRIBED BY R.D.BALL.
 CQ2856
 CQ2856                          STATION RECOVERY (1998)
 CQ2856
 CQ2856'RECOVERY NOTE BY US POWER SQUADRON 1998
 CQ2856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3194 ***********************************************************************
 CQ3194  DESIGNATION -  SHREVEPORT CADDO STORAGE CO TK
 CQ3194  PID         -  CQ3194
 CQ3194  STATE/COUNTY-  LA/CADDO
 CQ3194  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3194
 CQ3194                         *CURRENT SURVEY CONTROL
 CQ3194  ___________________________________________________________________
 CQ3194* NAD 83(1992)-  32 29 49.36064(N)    093 45 17.29323(W)     ADJUSTED  
 CQ3194* NAVD 88     -                                                        
 CQ3194  ___________________________________________________________________
 CQ3194  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CQ3194  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ3194
 CQ3194  HORZ ORDER  -  THIRD
 CQ3194
 CQ3194.The horizontal coordinates were established by classical geodetic methods
 CQ3194.and adjusted by the National Geodetic Survey in February 1996..
 CQ3194
 CQ3194
 CQ3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3194
 CQ3194.The geoid height was determined by GEOID03.
 CQ3194
 CQ3194;                    North         East     Units Scale Factor Converg.
 CQ3194;SPC LA N     -   222,109.364   882,080.437   MT  0.99996572   -0 39 48.3
 CQ3194;SPC LA N     -   728,703.81  2,893,958.90   sFT  0.99996572   -0 39 48.3
 CQ3194;UTM  15      - 3,595,782.451   429,091.177   MT  0.99966200   -0 24 19.9
 CQ3194
 CQ3194                          SUPERSEDED SURVEY CONTROL
 CQ3194
 CQ3194  NAD 83(1992)-  32 29 49.36081(N)    093 45 17.29194(W) AD(       ) 4
 CQ3194  NAD 83(1986)-  32 29 49.37186(N)    093 45 17.28248(W) AD(       ) 4
 CQ3194  NAD 27      -  32 29 48.82200(N)    093 45 16.64400(W) AD(       ) 3
 CQ3194
 CQ3194.Superseded values are not recommended for survey control.
 CQ3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3194.See file dsdata.txt to determine how the superseded data were derived.
 CQ3194
 CQ3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2909195782(NAD 83)
 CQ3194_MARKER: 51 = TANK
 CQ3194
 CQ3194  HISTORY     - Date     Condition        Report By
 CQ3194  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3194
 CQ3194                          STATION DESCRIPTION
 CQ3194
 CQ3194'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3289 ***********************************************************************
 CQ3289  DESIGNATION -  SHREVEPORT CHARITY HOSP SPIPE
 CQ3289  PID         -  CQ3289
 CQ3289  STATE/COUNTY-  LA/CADDO
 CQ3289  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ3289
 CQ3289                         *CURRENT SURVEY CONTROL
 CQ3289  ___________________________________________________________________
 CQ3289* NAD 83(1992)-  32 30 04.39924(N)    093 45 18.26102(W)     ADJUSTED  
 CQ3289* NAVD 88     -                                                        
 CQ3289  ___________________________________________________________________
 CQ3289  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CQ3289  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ3289
 CQ3289  HORZ ORDER  -  THIRD
 CQ3289
 CQ3289.The horizontal coordinates were established by classical geodetic methods
 CQ3289.and adjusted by the National Geodetic Survey in February 1996..
 CQ3289
 CQ3289
 CQ3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3289
 CQ3289.The geoid height was determined by GEOID03.
 CQ3289
 CQ3289;                    North         East     Units Scale Factor Converg.
 CQ3289;SPC LA N     -   222,572.864   882,060.539   MT  0.99996646   -0 39 48.8
 CQ3289;SPC LA N     -   730,224.47  2,893,893.62   sFT  0.99996646   -0 39 48.8
 CQ3289;UTM  15      - 3,596,245.716   429,069.200   MT  0.99966204   -0 24 20.6
 CQ3289
 CQ3289                          SUPERSEDED SURVEY CONTROL
 CQ3289
 CQ3289  NAD 83(1992)-  32 30 04.39912(N)    093 45 18.26044(W) AD(       ) 4
 CQ3289  NAD 83(1986)-  32 30 04.41064(N)    093 45 18.24988(W) AD(       ) 4
 CQ3289  NAD 27      -  32 30 03.86400(N)    093 45 17.60500(W) AD(       ) 3
 CQ3289
 CQ3289.Superseded values are not recommended for survey control.
 CQ3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3289.See file dsdata.txt to determine how the superseded data were derived.
 CQ3289
 CQ3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2906996246(NAD 83)
 CQ3289_MARKER: 52 = STANDPIPE TANK
 CQ3289
 CQ3289  HISTORY     - Date     Condition        Report By
 CQ3289  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3289  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3289
 CQ3289                          STATION DESCRIPTION
 CQ3289
 CQ3289'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7396 ***********************************************************************
 DG7396  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7396  DESIGNATION -  SHREVEPORT CORS ARP
 DG7396  CORS_ID     -  SHRV
 DG7396  PID         -  DG7396
 DG7396  STATE/COUNTY-  LA/CADDO
 DG7396  USGS QUAD   -  SHREVEPORT EAST (1992)
 DG7396
 DG7396                         *CURRENT SURVEY CONTROL
 DG7396  ___________________________________________________________________
 DG7396* NAD 83(CORS)-  32 25 39.65172(N)    093 42 16.66420(W)     ADJUSTED  
 DG7396* NAVD 88     -                                                        
 DG7396  ___________________________________________________________________
 DG7396  EPOCH DATE  -        2002.00
 DG7396  X           -    -348,186.712 (meters)                     COMP
 DG7396  Y           -  -5,377,548.141 (meters)                     COMP
 DG7396  Z           -   3,400,576.995 (meters)                     COMP
 DG7396  ELLIP HEIGHT-          38.01  (meters)          (10/??/04) GPS OBS
 DG7396  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DG7396
 DG7396  HORZ ORDER  -  SPECIAL (CORS)
 DG7396  ELLP ORDER  -  SPECIAL (CORS)
 DG7396
 DG7396.ITRF positions are available for this station.
 DG7396.The coordinates were established by GPS observations
 DG7396.and adjusted by the National Geodetic Survey in October 2004..
 DG7396.The coordinates are valid at the epoch date displayed above.
 DG7396.The epoch date for horizontal control is a decimal equivalence
 DG7396.of Year/Month/Day.
 DG7396
 DG7396
 DG7396.The PID for the CORS L1 Phase Center is DG7397.
 DG7396
 DG7396.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7396
 DG7396.The ellipsoidal height was determined by GPS observations
 DG7396.and is referenced to NAD 83.
 DG7396
 DG7396.The geoid height was determined by GEOID03.
 DG7396
 DG7396;                    North         East     Units Scale Factor Converg.
 DG7396;SPC LA N     -   214,364.573   886,709.886   MT  0.99995423   -0 38 12.8
 DG7396;SPC LA N     -   703,294.44  2,909,147.35   sFT  0.99995423   -0 38 12.8
 DG7396
 DG7396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7396!SPC LA N     -   0.99999403  x   0.99995423  =   0.99994826
 DG7396
 DG7396                          SUPERSEDED SURVEY CONTROL
 DG7396
 DG7396.No superseded survey control is available for this station.
 DG7396
 DG7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3375488061(NAD 83)
 DG7396_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7396
 DG7396                          STATION DESCRIPTION
 DG7396
 DG7396'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7396'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7396'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7396'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7396'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7396'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7397 ***********************************************************************
 DG7397  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7397  DESIGNATION -  SHREVEPORT CORS L1 PHASE CENTER
 DG7397  CORS_ID     -  SHRV
 DG7397  PID         -  DG7397
 DG7397  STATE/COUNTY-  LA/CADDO
 DG7397  USGS QUAD   -  SHREVEPORT EAST (1992)
 DG7397
 DG7397                         *CURRENT SURVEY CONTROL
 DG7397  ___________________________________________________________________
 DG7397* NAD 83(CORS)-  32 25 39.65174(N)    093 42 16.66419(W)     ADJUSTED  
 DG7397* NAVD 88     -                                                        
 DG7397  ___________________________________________________________________
 DG7397  EPOCH DATE  -        2002.00
 DG7397  X           -    -348,186.718 (meters)                     COMP
 DG7397  Y           -  -5,377,548.234 (meters)                     COMP
 DG7397  Z           -   3,400,577.055 (meters)                     COMP
 DG7397  ELLIP HEIGHT-          38.12  (meters)          (10/??/04) GPS OBS
 DG7397  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DG7397
 DG7397  HORZ ORDER  -  SPECIAL (CORS)
 DG7397  ELLP ORDER  -  SPECIAL (CORS)
 DG7397
 DG7397.ITRF positions are available for this station.
 DG7397.The coordinates were established by GPS observations
 DG7397.and adjusted by the National Geodetic Survey in October 2004..
 DG7397.The coordinates are valid at the epoch date displayed above.
 DG7397.The epoch date for horizontal control is a decimal equivalence
 DG7397.of Year/Month/Day.
 DG7397
 DG7397
 DG7397.The PID for the CORS ARP is DG7396.
 DG7397
 DG7397.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7397
 DG7397.The ellipsoidal height was determined by GPS observations
 DG7397.and is referenced to NAD 83.
 DG7397
 DG7397.The geoid height was determined by GEOID03.
 DG7397
 DG7397;                    North         East     Units Scale Factor Converg.
 DG7397;SPC LA N     -   214,364.574   886,709.886   MT  0.99995423   -0 38 12.8
 DG7397;SPC LA N     -   703,294.44  2,909,147.35   sFT  0.99995423   -0 38 12.8
 DG7397
 DG7397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7397!SPC LA N     -   0.99999401  x   0.99995423  =   0.99994825
 DG7397
 DG7397                          SUPERSEDED SURVEY CONTROL
 DG7397
 DG7397.No superseded survey control is available for this station.
 DG7397
 DG7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3375488061(NAD 83)
 DG7397_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7397
 DG7397                          STATION DESCRIPTION
 DG7397
 DG7397'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7397'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7397'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7397'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7397'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7397'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3190 ***********************************************************************
 CQ3190  DESIGNATION -  SHREVEPORT COUNTRY CLUB TANK
 CQ3190  PID         -  CQ3190
 CQ3190  STATE/COUNTY-  LA/CADDO
 CQ3190  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3190
 CQ3190                         *CURRENT SURVEY CONTROL
 CQ3190  ___________________________________________________________________
 CQ3190* NAD 83(1992)-  32 28 41.44233(N)    093 48 31.27220(W)     ADJUSTED  
 CQ3190* NAVD 88     -                                                        
 CQ3190  ___________________________________________________________________
 CQ3190  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CQ3190  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3190
 CQ3190  HORZ ORDER  -  THIRD
 CQ3190
 CQ3190.The horizontal coordinates were established by classical geodetic methods
 CQ3190.and adjusted by the National Geodetic Survey in February 1996..
 CQ3190
 CQ3190
 CQ3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3190
 CQ3190.The geoid height was determined by GEOID03.
 CQ3190
 CQ3190;                    North         East     Units Scale Factor Converg.
 CQ3190;SPC LA N     -   220,077.307   876,991.781   MT  0.99996245   -0 41 30.9
 CQ3190;SPC LA N     -   722,036.96  2,877,263.87   sFT  0.99996245   -0 41 30.9
 CQ3190;UTM  15      - 3,593,728.134   424,013.226   MT  0.99967120   -0 26 03.4
 CQ3190
 CQ3190                          SUPERSEDED SURVEY CONTROL
 CQ3190
 CQ3190  NAD 83(1992)-  32 28 41.44319(N)    093 48 31.27130(W) AD(       ) 4
 CQ3190  NAD 83(1986)-  32 28 41.45297(N)    093 48 31.26135(W) AD(       ) 4
 CQ3190  NAD 27      -  32 28 40.90000(N)    093 48 30.61700(W) AD(       ) 3
 CQ3190
 CQ3190.Superseded values are not recommended for survey control.
 CQ3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3190.See file dsdata.txt to determine how the superseded data were derived.
 CQ3190
 CQ3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2401393728(NAD 83)
 CQ3190_MARKER: 51 = TANK
 CQ3190
 CQ3190  HISTORY     - Date     Condition        Report By
 CQ3190  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3190  HISTORY     - 1959     GOOD             CGS
 CQ3190  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3190
 CQ3190                          STATION DESCRIPTION
 CQ3190
 CQ3190'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CQ3190'THE TANK IS LOCATED AT THE COUNTRY CLUB WHICH IS TWO BLOCKS
 CQ3190'EAST OF CURTIS LANE AND FOUR BLOCKS NORTH OF GREENWOOD AVE.
 CQ3190'IN SHREVEPORT, LA.
 CQ3190
 CQ3190                          STATION RECOVERY (1999)
 CQ3190
 CQ3190'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3197 ***********************************************************************
 CQ3197  DESIGNATION -  SHREVEPORT CREOSOTING CO TANK
 CQ3197  PID         -  CQ3197
 CQ3197  STATE/COUNTY-  LA/CADDO
 CQ3197  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3197
 CQ3197                         *CURRENT SURVEY CONTROL
 CQ3197  ___________________________________________________________________
 CQ3197* NAD 83(1992)-  32 26 21.08974(N)    093 45 27.57563(W)     ADJUSTED  
 CQ3197* NAVD 88     -                                                        
 CQ3197  ___________________________________________________________________
 CQ3197  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CQ3197  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3197
 CQ3197  HORZ ORDER  -  THIRD
 CQ3197
 CQ3197.The horizontal coordinates were established by classical geodetic methods
 CQ3197.and adjusted by the National Geodetic Survey in February 1996..
 CQ3197
 CQ3197
 CQ3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3197
 CQ3197.The geoid height was determined by GEOID03.
 CQ3197
 CQ3197;                    North         East     Units Scale Factor Converg.
 CQ3197;SPC LA N     -   215,697.545   881,737.587   MT  0.99995604   -0 39 53.7
 CQ3197;SPC LA N     -   707,667.70  2,892,834.07   sFT  0.99995604   -0 39 53.7
 CQ3197;UTM  15      - 3,589,371.067   428,777.317   MT  0.99966255   -0 24 23.1
 CQ3197
 CQ3197                          SUPERSEDED SURVEY CONTROL
 CQ3197
 CQ3197  NAD 83(1992)-  32 26 21.09029(N)    093 45 27.57456(W) AD(       ) 4
 CQ3197  NAD 83(1986)-  32 26 21.10057(N)    093 45 27.56505(W) AD(       ) 4
 CQ3197  NAD 27      -  32 26 20.54600(N)    093 45 26.92200(W) AD(       ) 3
 CQ3197
 CQ3197.Superseded values are not recommended for survey control.
 CQ3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3197.See file dsdata.txt to determine how the superseded data were derived.
 CQ3197
 CQ3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2877789371(NAD 83)
 CQ3197_MARKER: 51 = TANK
 CQ3197
 CQ3197  HISTORY     - Date     Condition        Report By
 CQ3197  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3197  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3197
 CQ3197                          STATION DESCRIPTION
 CQ3197
 CQ3197'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3186 ***********************************************************************
 CQ3186  DESIGNATION -  SHREVEPORT CRYSTAL OIL CO STK
 CQ3186  PID         -  CQ3186
 CQ3186  STATE/COUNTY-  LA/CADDO
 CQ3186  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3186
 CQ3186                         *CURRENT SURVEY CONTROL
 CQ3186  ___________________________________________________________________
 CQ3186* NAD 83(1992)-  32 26 58.04613(N)    093 45 42.78155(W)     ADJUSTED  
 CQ3186* NAVD 88     -                                                        
 CQ3186  ___________________________________________________________________
 CQ3186  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CQ3186  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3186
 CQ3186  HORZ ORDER  -  THIRD
 CQ3186
 CQ3186.The horizontal coordinates were established by classical geodetic methods
 CQ3186.and adjusted by the National Geodetic Survey in February 1996..
 CQ3186
 CQ3186
 CQ3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3186
 CQ3186.The geoid height was determined by GEOID03.
 CQ3186
 CQ3186;                    North         East     Units Scale Factor Converg.
 CQ3186;SPC LA N     -   216,840.443   881,353.674   MT  0.99995768   -0 40 01.8
 CQ3186;SPC LA N     -   711,417.35  2,891,574.51   sFT  0.99995768   -0 40 01.8
 CQ3186;UTM  15      - 3,590,511.886   428,388.368   MT  0.99966324   -0 24 31.7
 CQ3186
 CQ3186                          SUPERSEDED SURVEY CONTROL
 CQ3186
 CQ3186  NAD 83(1992)-  32 26 58.04657(N)    093 45 42.78045(W) AD(       ) 4
 CQ3186  NAD 83(1986)-  32 26 58.05706(N)    093 45 42.77099(W) AD(       ) 4
 CQ3186  NAD 27      -  32 26 57.50500(N)    093 45 42.13200(W) AD(       ) 3
 CQ3186
 CQ3186.Superseded values are not recommended for survey control.
 CQ3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3186.See file dsdata.txt to determine how the superseded data were derived.
 CQ3186
 CQ3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2838890512(NAD 83)
 CQ3186_MARKER: 63 = STACK
 CQ3186
 CQ3186  HISTORY     - Date     Condition        Report By
 CQ3186  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3186  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3186
 CQ3186                          STATION DESCRIPTION
 CQ3186
 CQ3186'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3183 ***********************************************************************
 CQ3183  DESIGNATION -  SHREVEPORT FAIRPARK HS SPIRE
 CQ3183  PID         -  CQ3183
 CQ3183  STATE/COUNTY-  LA/CADDO
 CQ3183  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3183
 CQ3183                         *CURRENT SURVEY CONTROL
 CQ3183  ___________________________________________________________________
 CQ3183* NAD 83(1992)-  32 28 44.66253(N)    093 47 26.40276(W)     ADJUSTED  
 CQ3183* NAVD 88     -                                                        
 CQ3183  ___________________________________________________________________
 CQ3183  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ3183  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ3183
 CQ3183  HORZ ORDER  -  THIRD
 CQ3183
 CQ3183.The horizontal coordinates were established by classical geodetic methods
 CQ3183.and adjusted by the National Geodetic Survey in February 1996..
 CQ3183
 CQ3183
 CQ3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3183
 CQ3183.The geoid height was determined by GEOID03.
 CQ3183
 CQ3183;                    North         East     Units Scale Factor Converg.
 CQ3183;SPC LA N     -   220,156.180   878,686.580   MT  0.99996260   -0 40 56.6
 CQ3183;SPC LA N     -   722,295.73  2,882,824.22   sFT  0.99996260   -0 40 56.6
 CQ3183;UTM  15      - 3,593,814.604   425,707.156   MT  0.99966806   -0 25 28.6
 CQ3183
 CQ3183                          SUPERSEDED SURVEY CONTROL
 CQ3183
 CQ3183  NAD 83(1992)-  32 28 44.66276(N)    093 47 26.40160(W) AD(       ) 4
 CQ3183  NAD 83(1986)-  32 28 44.67360(N)    093 47 26.39232(W) AD(       ) 4
 CQ3183  NAD 27      -  32 28 44.13200(N)    093 47 25.73600(W) AD(       ) 3
 CQ3183
 CQ3183.Superseded values are not recommended for survey control.
 CQ3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3183.See file dsdata.txt to determine how the superseded data were derived.
 CQ3183
 CQ3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2570793815(NAD 83)
 CQ3183_MARKER: 89 = SPIRE
 CQ3183
 CQ3183  HISTORY     - Date     Condition        Report By
 CQ3183  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3183  HISTORY     - 1964     GOOD             CGS
 CQ3183  HISTORY     - 19990515 GOOD             USPSQD
 CQ3183
 CQ3183                          STATION DESCRIPTION
 CQ3183
 CQ3183'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JVT)
 CQ3183'THE STATION IS LOCATED IN THE WESTERN SECTION OF SHREVEPORT,
 CQ3183'NORTH OF THE STATE FAIRGROUNDS AND ABOUT 900 FEET NORTH OF
 CQ3183'U.S. HIGHWAY 80.  THE STATION IS THE TOP AND CENTER OF A SPIRE
 CQ3183'AT THE TOP OF THE CAPOLA LOCATED ON THE MAIN BUILDING.
 CQ3183
 CQ3183                          STATION RECOVERY (1999)
 CQ3183
 CQ3183'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3188 ***********************************************************************
 CQ3188  DESIGNATION -  SHREVEPORT FERTILIZ WKS HI TK
 CQ3188  PID         -  CQ3188
 CQ3188  STATE/COUNTY-  LA/CADDO
 CQ3188  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3188
 CQ3188                         *CURRENT SURVEY CONTROL
 CQ3188  ___________________________________________________________________
 CQ3188* NAD 83(1992)-  32 29 10.35566(N)    093 45 59.35317(W)     ADJUSTED  
 CQ3188* NAVD 88     -                                                        
 CQ3188  ___________________________________________________________________
 CQ3188  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CQ3188  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CQ3188
 CQ3188  HORZ ORDER  -  THIRD
 CQ3188
 CQ3188.The horizontal coordinates were established by classical geodetic methods
 CQ3188.and adjusted by the National Geodetic Survey in February 1996..
 CQ3188
 CQ3188
 CQ3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3188
 CQ3188.The geoid height was determined by GEOID03.
 CQ3188
 CQ3188;                    North         East     Units Scale Factor Converg.
 CQ3188;SPC LA N     -   220,920.740   880,968.512   MT  0.99996383   -0 40 10.5
 CQ3188;SPC LA N     -   724,804.13  2,890,310.86   sFT  0.99996383   -0 40 10.5
 CQ3188;UTM  15      - 3,594,589.194   427,984.947   MT  0.99966395   -0 24 42.1
 CQ3188
 CQ3188                          SUPERSEDED SURVEY CONTROL
 CQ3188
 CQ3188  NAD 83(1992)-  32 29 10.35576(N)    093 45 59.35222(W) AD(       ) 4
 CQ3188  NAD 83(1986)-  32 29 10.36689(N)    093 45 59.34229(W) AD(       ) 4
 CQ3188  NAD 27      -  32 29 09.81600(N)    093 45 58.70100(W) AD(       ) 3
 CQ3188
 CQ3188.Superseded values are not recommended for survey control.
 CQ3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3188.See file dsdata.txt to determine how the superseded data were derived.
 CQ3188
 CQ3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2798594589(NAD 83)
 CQ3188_MARKER: 51 = TANK
 CQ3188
 CQ3188  HISTORY     - Date     Condition        Report By
 CQ3188  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3188  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3188
 CQ3188                          STATION DESCRIPTION
 CQ3188
 CQ3188'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3290 ***********************************************************************
 CQ3290  DESIGNATION -  SHREVEPORT FIRST BAP CH SPIRE
 CQ3290  PID         -  CQ3290
 CQ3290  STATE/COUNTY-  LA/CADDO
 CQ3290  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ3290
 CQ3290                         *CURRENT SURVEY CONTROL
 CQ3290  ___________________________________________________________________
 CQ3290* NAD 83(1992)-  32 30 46.41585(N)    093 45 02.91447(W)     ADJUSTED  
 CQ3290* NAVD 88     -                                                        
 CQ3290  ___________________________________________________________________
 CQ3290  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CQ3290  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3290
 CQ3290  HORZ ORDER  -  THIRD
 CQ3290
 CQ3290.The horizontal coordinates were established by classical geodetic methods
 CQ3290.and adjusted by the National Geodetic Survey in February 1996..
 CQ3290
 CQ3290
 CQ3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3290
 CQ3290.The geoid height was determined by GEOID03.
 CQ3290
 CQ3290;                    North         East     Units Scale Factor Converg.
 CQ3290;SPC LA N     -   223,862.399   882,476.048   MT  0.99996855   -0 39 40.7
 CQ3290;SPC LA N     -   734,455.22  2,895,256.83   sFT  0.99996855   -0 39 40.7
 CQ3290;UTM  15      - 3,597,536.712   429,478.778   MT  0.99966132   -0 24 12.8
 CQ3290
 CQ3290                          SUPERSEDED SURVEY CONTROL
 CQ3290
 CQ3290  NAD 83(1992)-  32 30 46.41575(N)    093 45 02.91390(W) AD(       ) 4
 CQ3290  NAD 83(1986)-  32 30 46.42727(N)    093 45 02.90329(W) AD(       ) 4
 CQ3290  NAD 27      -  32 30 45.88000(N)    093 45 02.26200(W) AD(       ) 3
 CQ3290
 CQ3290.Superseded values are not recommended for survey control.
 CQ3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3290.See file dsdata.txt to determine how the superseded data were derived.
 CQ3290
 CQ3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2947997537(NAD 83)
 CQ3290_MARKER: 90 = CHURCH SPIRE
 CQ3290
 CQ3290  HISTORY     - Date     Condition        Report By
 CQ3290  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3290  HISTORY     - 19950429 GOOD             USPSQD
 CQ3290
 CQ3290                          STATION DESCRIPTION
 CQ3290
 CQ3290'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3187 ***********************************************************************
 CQ3187  DESIGNATION -  SHREVEPORT LIBBY O GLASS CO TK
 CQ3187  PID         -  CQ3187
 CQ3187  STATE/COUNTY-  LA/CADDO
 CQ3187  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3187
 CQ3187                         *CURRENT SURVEY CONTROL
 CQ3187  ___________________________________________________________________
 CQ3187* NAD 83(1992)-  32 28 08.03959(N)    093 47 52.63844(W)     ADJUSTED  
 CQ3187* NAVD 88     -                                                        
 CQ3187  ___________________________________________________________________
 CQ3187  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ3187  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3187
 CQ3187  HORZ ORDER  -  THIRD
 CQ3187
 CQ3187.The horizontal coordinates were established by classical geodetic methods
 CQ3187.and adjusted by the National Geodetic Survey in February 1996..
 CQ3187
 CQ3187
 CQ3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3187
 CQ3187.The geoid height was determined by GEOID03.
 CQ3187
 CQ3187;                    North         East     Units Scale Factor Converg.
 CQ3187;SPC LA N     -   219,036.344   877,988.112   MT  0.99996088   -0 41 10.4
 CQ3187;SPC LA N     -   718,621.74  2,880,532.66   sFT  0.99996088   -0 41 10.4
 CQ3187;UTM  15      - 3,592,691.966   425,013.937   MT  0.99966934   -0 25 42.2
 CQ3187
 CQ3187                          SUPERSEDED SURVEY CONTROL
 CQ3187
 CQ3187  NAD 83(1992)-  32 28 08.04020(N)    093 47 52.63723(W) AD(       ) 4
 CQ3187  NAD 83(1986)-  32 28 08.05084(N)    093 47 52.62824(W) AD(       ) 4
 CQ3187  NAD 27      -  32 28 07.49600(N)    093 47 51.98400(W) AD(       ) 3
 CQ3187
 CQ3187.Superseded values are not recommended for survey control.
 CQ3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3187.See file dsdata.txt to determine how the superseded data were derived.
 CQ3187
 CQ3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2501492692(NAD 83)
 CQ3187_MARKER: 51 = TANK
 CQ3187
 CQ3187  HISTORY     - Date     Condition        Report By
 CQ3187  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3187  HISTORY     - 1964     GOOD             CGS
 CQ3187  HISTORY     - 1969     GOOD             CGS
 CQ3187  HISTORY     - 19990515 GOOD             USPSQD
 CQ3187
 CQ3187                          STATION DESCRIPTION
 CQ3187
 CQ3187'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JVT)
 CQ3187'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CQ3187'IT IS LOCATED AT THE LIBBY-OWENS GLASS CO. PLANT, IN THE WESTERN
 CQ3187'SECTION OF SHREVEPORT, ON JEWELLA AVE., AND ABOUT 0.5 MILE
 CQ3187'SOUTH OF U.S. HIGHWAY 80.  THE STATION IS THE TOP AND CENTER
 CQ3187'OF THE NORTH ONE OF TWO ELEVATED WATER TANKS.
 CQ3187
 CQ3187                          STATION RECOVERY (1969)
 CQ3187
 CQ3187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3187'STATION RECOVERED IN GOOD CONDITION.
 CQ3187
 CQ3187                          STATION RECOVERY (1999)
 CQ3187
 CQ3187'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3208 ***********************************************************************
 CQ3208  DESIGNATION -  SHREVEPORT LOF N STACK
 CQ3208  PID         -  CQ3208
 CQ3208  STATE/COUNTY-  LA/CADDO
 CQ3208  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3208
 CQ3208                         *CURRENT SURVEY CONTROL
 CQ3208  ___________________________________________________________________
 CQ3208* NAD 83(1992)-  32 28 12.88811(N)    093 47 53.36677(W)     ADJUSTED  
 CQ3208* NAVD 88     -                                                        
 CQ3208  ___________________________________________________________________
 CQ3208  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ3208  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3208
 CQ3208  HORZ ORDER  -  THIRD
 CQ3208
 CQ3208.The horizontal coordinates were established by classical geodetic methods
 CQ3208.and adjusted by the National Geodetic Survey in February 1996..
 CQ3208
 CQ3208
 CQ3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3208
 CQ3208.The geoid height was determined by GEOID03.
 CQ3208
 CQ3208;                    North         East     Units Scale Factor Converg.
 CQ3208;SPC LA N     -   219,185.910   877,970.884   MT  0.99996111   -0 41 10.8
 CQ3208;SPC LA N     -   719,112.44  2,880,476.14   sFT  0.99996111   -0 41 10.8
 CQ3208;UTM  15      - 3,592,841.409   424,996.041   MT  0.99966937   -0 25 42.7
 CQ3208
 CQ3208                          SUPERSEDED SURVEY CONTROL
 CQ3208
 CQ3208  NAD 83(1992)-  32 28 12.88826(N)    093 47 53.36564(W) AD(       ) 4
 CQ3208  NAD 83(1986)-  32 28 12.89932(N)    093 47 53.35658(W) AD(       ) 4
 CQ3208  NAD 27      -  32 28 12.34856(N)    093 47 52.71114(W) AD(       ) 3
 CQ3208
 CQ3208.Superseded values are not recommended for survey control.
 CQ3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3208.See file dsdata.txt to determine how the superseded data were derived.
 CQ3208
 CQ3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2499692841(NAD 83)
 CQ3208_MARKER: 63 = STACK
 CQ3208
 CQ3208  HISTORY     - Date     Condition        Report By
 CQ3208  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3208  HISTORY     - 19990515 GOOD             USPSQD
 CQ3208
 CQ3208                          STATION DESCRIPTION
 CQ3208
 CQ3208'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3208'THE POINT INTERSECTED IS THE TOP CENTER OF THE NORTH ONE OF
 CQ3208'THREE STACKS OWNED BY THE LIBBY, OWENS FORD GLASS COMPANY OF
 CQ3208'SHREVEPORT.  IT IS A BROWN BRICK STACK CONNECTED TO A BRICK
 CQ3208'BUILDING NEAR THE BASE OF THE STACK AND IT IS ABOUT 200 FEET
 CQ3208'TALL.  IT IS ABOUT 1-1/2 MILES NORTHEAST OF THE GREATER
 CQ3208'SHREVEPORT MUNICIPAL AIRPORT AND ON THE SOUTH SIDE OF INTERSTATE
 CQ3208'HIGHWAY 20.
 CQ3208
 CQ3208                          STATION RECOVERY (1999)
 CQ3208
 CQ3208'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3291 ***********************************************************************
 CQ3291  DESIGNATION -  SHREVEPORT MUN AUDITORIUM FLAG
 CQ3291  PID         -  CQ3291
 CQ3291  STATE/COUNTY-  LA/CADDO
 CQ3291  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ3291
 CQ3291                         *CURRENT SURVEY CONTROL
 CQ3291  ___________________________________________________________________
 CQ3291* NAD 83(1992)-  32 30 28.09146(N)    093 45 11.19662(W)     ADJUSTED  
 CQ3291* NAVD 88     -                                                        
 CQ3291  ___________________________________________________________________
 CQ3291  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CQ3291  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ3291
 CQ3291  HORZ ORDER  -  THIRD
 CQ3291
 CQ3291.The horizontal coordinates were established by classical geodetic methods
 CQ3291.and adjusted by the National Geodetic Survey in February 1996..
 CQ3291
 CQ3291
 CQ3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3291
 CQ3291.The geoid height was determined by GEOID03.
 CQ3291
 CQ3291;                    North         East     Units Scale Factor Converg.
 CQ3291;SPC LA N     -   223,300.481   882,253.371   MT  0.99996763   -0 39 45.1
 CQ3291;SPC LA N     -   732,611.66  2,894,526.27   sFT  0.99996763   -0 39 45.1
 CQ3291;UTM  15      - 3,596,973.970   429,258.698   MT  0.99966171   -0 24 17.1
 CQ3291
 CQ3291                          SUPERSEDED SURVEY CONTROL
 CQ3291
 CQ3291  NAD 83(1992)-  32 30 28.09170(N)    093 45 11.19510(W) AD(       ) 4
 CQ3291  NAD 83(1986)-  32 30 28.10265(N)    093 45 11.18607(W) AD(       ) 4
 CQ3291  NAD 27      -  32 30 27.56000(N)    093 45 10.55000(W) AD(       ) 3
 CQ3291
 CQ3291.Superseded values are not recommended for survey control.
 CQ3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3291.See file dsdata.txt to determine how the superseded data were derived.
 CQ3291
 CQ3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2925996974(NAD 83)
 CQ3291_MARKER: 90 = CHURCH SPIRE
 CQ3291
 CQ3291  HISTORY     - Date     Condition        Report By
 CQ3291  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3291  HISTORY     - 19950429 GOOD             USPSQD
 CQ3291
 CQ3291                          STATION DESCRIPTION
 CQ3291
 CQ3291'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3199 ***********************************************************************
 CQ3199  DESIGNATION -  SHREVEPORT MUNICIPAL TANK
 CQ3199  PID         -  CQ3199
 CQ3199  STATE/COUNTY-  LA/CADDO
 CQ3199  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3199
 CQ3199                         *CURRENT SURVEY CONTROL
 CQ3199  ___________________________________________________________________
 CQ3199* NAD 83(1992)-  32 27 34.98144(N)    093 45 05.03217(W)     ADJUSTED  
 CQ3199* NAVD 88     -                                                        
 CQ3199  ___________________________________________________________________
 CQ3199  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CQ3199  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3199
 CQ3199  HORZ ORDER  -  THIRD
 CQ3199
 CQ3199.The horizontal coordinates were established by classical geodetic methods
 CQ3199.and adjusted by the National Geodetic Survey in February 1996..
 CQ3199
 CQ3199
 CQ3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3199
 CQ3199.The geoid height was determined by GEOID03.
 CQ3199
 CQ3199;                    North         East     Units Scale Factor Converg.
 CQ3199;SPC LA N     -   217,966.647   882,352.689   MT  0.99995936   -0 39 41.8
 CQ3199;SPC LA N     -   715,112.24  2,894,852.11   sFT  0.99995936   -0 39 41.8
 CQ3199;UTM  15      - 3,591,642.248   429,382.000   MT  0.99966149   -0 24 11.9
 CQ3199
 CQ3199                          SUPERSEDED SURVEY CONTROL
 CQ3199
 CQ3199  NAD 83(1992)-  32 27 34.98178(N)    093 45 05.03111(W) AD(       ) 4
 CQ3199  NAD 83(1986)-  32 27 34.99242(N)    093 45 05.02150(W) AD(       ) 4
 CQ3199  NAD 27      -  32 27 34.44100(N)    093 45 04.38500(W) AD(       ) 3
 CQ3199
 CQ3199.Superseded values are not recommended for survey control.
 CQ3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3199.See file dsdata.txt to determine how the superseded data were derived.
 CQ3199
 CQ3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2938291642(NAD 83)
 CQ3199_MARKER: 51 = TANK
 CQ3199
 CQ3199  HISTORY     - Date     Condition        Report By
 CQ3199  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3199  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3199
 CQ3199                          STATION DESCRIPTION
 CQ3199
 CQ3199'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3204 ***********************************************************************
 CQ3204  DESIGNATION -  SHREVEPORT MUNICIPAL TANK
 CQ3204  PID         -  CQ3204
 CQ3204  STATE/COUNTY-  LA/CADDO
 CQ3204  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3204
 CQ3204                         *CURRENT SURVEY CONTROL
 CQ3204  ___________________________________________________________________
 CQ3204* NAD 83(1992)-  32 27 33.31126(N)    093 45 27.79634(W)     ADJUSTED  
 CQ3204* NAVD 88     -                                                        
 CQ3204  ___________________________________________________________________
 CQ3204  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CQ3204  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ3204
 CQ3204  HORZ ORDER  -  THIRD
 CQ3204
 CQ3204.The horizontal coordinates were established by classical geodetic methods
 CQ3204.and adjusted by the National Geodetic Survey in February 1996..
 CQ3204
 CQ3204
 CQ3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3204
 CQ3204.The geoid height was determined by GEOID03.
 CQ3204
 CQ3204;                    North         East     Units Scale Factor Converg.
 CQ3204;SPC LA N     -   217,922.086   881,757.640   MT  0.99995928   -0 39 53.8
 CQ3204;SPC LA N     -   714,966.04  2,892,899.86   sFT  0.99995928   -0 39 53.8
 CQ3204;UTM  15      - 3,591,595.019   428,787.335   MT  0.99966253   -0 24 24.1
 CQ3204
 CQ3204                          SUPERSEDED SURVEY CONTROL
 CQ3204
 CQ3204  NAD 83(1992)-  32 27 33.31120(N)    093 45 27.79568(W) AD(       ) 4
 CQ3204  NAD 83(1986)-  32 27 33.32225(N)    093 45 27.78599(W) AD(       ) 4
 CQ3204  NAD 27      -  32 27 32.76897(N)    093 45 27.14882(W) AD(       ) 3
 CQ3204
 CQ3204.Superseded values are not recommended for survey control.
 CQ3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3204.See file dsdata.txt to determine how the superseded data were derived.
 CQ3204
 CQ3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2878791595(NAD 83)
 CQ3204_MARKER: 53 = ELEVATED TANK
 CQ3204
 CQ3204  HISTORY     - Date     Condition        Report By
 CQ3204  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3204  HISTORY     - 19990515 GOOD             USPSQD
 CQ3204
 CQ3204                          STATION DESCRIPTION
 CQ3204
 CQ3204'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3204'THE BALL AT THE TOP CENTER OF THE SHREVEPORT MUNICIPAL WATER
 CQ3204'TANK, LOCATED NEAR THE SOUTHEAST PART OF SHREVEPORT ON THE
 CQ3204'EAST SIDE OF ST VINCENT STREET AND 0.25 MILE NORTH OF HOLLYWOOD
 CQ3204'AVE.  THE TANK IS OVAL SHAPED, PAINTED SILVER, SUPPORTED BY A
 CQ3204'SIXTEEN-LEGGED TUBULAR STEEL STRUCTURE AND IS ABOUT 150 FEET
 CQ3204'HIGH.
 CQ3204
 CQ3204                          STATION RECOVERY (1999)
 CQ3204
 CQ3204'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3207 ***********************************************************************
 CQ3207  DESIGNATION -  SHREVEPORT N BASE RM 3
 CQ3207  PID         -  CQ3207
 CQ3207  STATE/COUNTY-  LA/CADDO
 CQ3207  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3207
 CQ3207                         *CURRENT SURVEY CONTROL
 CQ3207  ___________________________________________________________________
 CQ3207* NAD 83(1992)-  32 24 18.26901(N)    093 47 38.69753(W)     ADJUSTED  
 CQ3207* NAVD 88     -        68.3    (meters)     224.     (feet)  VERTCON   
 CQ3207  ___________________________________________________________________
 CQ3207  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CQ3207  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ3207
 CQ3207  HORZ ORDER  -  FIRST
 CQ3207
 CQ3207.The horizontal coordinates were established by classical geodetic methods
 CQ3207.and adjusted by the National Geodetic Survey in February 1996..
 CQ3207
 CQ3207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3207
 CQ3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3207
 CQ3207.The geoid height was determined by GEOID03.
 CQ3207
 CQ3207;                    North         East     Units Scale Factor Converg.
 CQ3207;SPC LA N     -   211,954.951   878,267.607   MT  0.99995081   -0 41 03.1
 CQ3207;SPC LA N     -   695,388.87  2,881,449.64   sFT  0.99995081   -0 41 03.1
 CQ3207;UTM  15      - 3,585,613.933   425,325.255   MT  0.99966876   -0 25 32.1
 CQ3207
 CQ3207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3207!SPC LA N     -   0.99999335  x   0.99995081  =   0.99994416
 CQ3207!UTM  15      -   0.99999335  x   0.99966876  =   0.99966211
 CQ3207
 CQ3207|---------------------------------------------------------------------|
 CQ3207| PID    Reference Object                     Distance      Geod. Az  |
 CQ3207|                                                           dddmmss.s |
 CQ3207| CQ3185 SHREVEPORT NORTH BASE                16.252 METERS 00555     |
 CQ3207| CQ3204 SHREVEPORT MUNICIPAL TANK           APPROX. 6.9 KM 0293816.9 |
 CQ3207| CQ3203 SHREVEPORT UNTD GAS RAD KKA500      APPROX. 4.8 KM 0494359.5 |
 CQ3207| CQ3149 SHREVEPORT R W NORTON JR TANK       APPROX. 7.0 KM 1001141.5 |
 CQ3207| CQ3220 STONEWALL 2                         APPROX.11.4 KM 1754157.7 |
 CQ3207| CX6243 SHREVEPORT N BASE RM 2               28.166 METERS 29357     |
 CQ3207|---------------------------------------------------------------------|
 CQ3207
 CQ3207                          SUPERSEDED SURVEY CONTROL
 CQ3207
 CQ3207  NAD 83(1992)-  32 24 18.26967(N)    093 47 38.69635(W) AD(       ) 1
 CQ3207  NAD 83(1986)-  32 24 18.27984(N)    093 47 38.68725(W) AD(       ) 1
 CQ3207  NAD 27      -  32 24 17.72208(N)    093 47 38.04408(W) AD(       ) 1
 CQ3207  NGVD 29 (07/19/86)   68.4    (m)          224.     (f) VERT ANG       
 CQ3207
 CQ3207.Superseded values are not recommended for survey control.
 CQ3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3207.See file dsdata.txt to determine how the superseded data were derived.
 CQ3207
 CQ3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2532585614(NAD 83)
 CQ3207_MARKER: DR = REFERENCE MARK DISK
 CQ3207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3207+STABILITY: SURFACE MOTION
 CQ3207
 CQ3207  HISTORY     - Date     Condition        Report By
 CQ3207  HISTORY     - 1969     MONUMENTED       CGS
 CQ3207  HISTORY     - 19940910 POOR             USPSQD
 CQ3207  HISTORY     - 19990520 MARK NOT FOUND   USPSQD
 CQ3207
 CQ3207                          STATION DESCRIPTION
 CQ3207
 CQ3207'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3207'THE STATION IS LOCATED IN THE SOUTHWEST PART OF SHREVEPORT AND
 CQ3207'NEAR THE PROPERTY LINE OF THE SOUTHERN PACIFIC RAILROAD
 CQ3207'AND SOUTH SHREVEPORT MEDICAL PLAZA INC.
 CQ3207'
 CQ3207'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CQ3207'171 AND STATE HIGHWAY 526 THAT IS ABOUT 6 MILES SOUTH OF THE
 CQ3207'JUNCTION OF INTER-STATE 20 AND U.S. HIGHWAY 171, GO EAST ON ROUTE
 CQ3207'526 FOR 1.5 MILES TO A DRIVEWAY ON THE LEFT ABOUT 0.05 MILE
 CQ3207'BEFORE REACHING RAILROAD CROSSING, GO NORTH ON DRIVEWAY FOR
 CQ3207'0.1 MILE TO A DRAINAGE DITCH, CROSS DRAINAGE DITCH AND BEAR
 CQ3207'NORTHEAST KEEPING TO THE LEFT OF WOODS.  CONTINUE NORTHERLY
 CQ3207'FOR 0.1 MILE TO A SHORT DISTANCE BEFORE REACHING FENCE.  TURN
 CQ3207'RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION, AS DESCRIBED.
 CQ3207'
 CQ3207'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 CQ3207'SHREVEPORT N B 1930 NO 3 1969, SET IN THE TOP OF A 12-INCH
 CQ3207'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 CQ3207'GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 CQ3207'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.  IT IS 50 FEET
 CQ3207'WEST OF THE WEST RAIL OF RAILROAD TRACK, 48.5 FEET SOUTHEAST OF
 CQ3207'POWERLINE POLE WITH TRANSFORMER ATTACHED, 42 FEET SOUTH OF AN
 CQ3207'EAST-WEST CHAIN-LINK FENCE AND 2.6 FEET WEST OF A METAL
 CQ3207'WITNESS POST WITH SIGN ATTACHED.
 CQ3207'
 CQ3207'REFERENCE MARK NO. 2 IS 142 FEET WEST OF THE WEST RAIL OF RAILROAD
 CQ3207'TRACK, 5 FEET EAST-NORTHEAST OF A 8-INCH PINE TREE AND 5 FEET
 CQ3207'SOUTH OF A CHAINLINK FENCE.  IT IS MARKED BY A STANDARD REFERENCE
 CQ3207'MARK DISK, THAT IS SET IN THE TOP OF A 12X12-INCH CONCRETE
 CQ3207'MONUMENT, THAT IS FLUSH WITH THE GROUND SURFACE.  THE DISK IS
 CQ3207'STAMPED SHREVEPORT N B 1930 NO 2.
 CQ3207'
 CQ3207'SHREVEPORT N BASE 1930 IS MARKED AS THIS MARK
 CQ3207'IS NOW INCLOSED IN A CHAIN-LINK FENCE THAT IS USED AS A DOG
 CQ3207'RUN.  THE FENCED DOG RUN HAS A CONCRETE FLOOR.  THE STATION
 CQ3207'COULD NOT BE OBSERVED FROM AT THIS TIME.
 CQ3207'
 CQ3207'HEIGHT OF LIGHT ABOVE STATION MARK 38.36 METERS.
 CQ3207
 CQ3207                          STATION RECOVERY (1994)
 CQ3207
 CQ3207'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3207'MARK RECOVERED IN POOR CONDITION.
 CQ3207
 CQ3207                          STATION RECOVERY (1999)
 CQ3207
 CQ3207'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3185 ***********************************************************************
 CQ3185  DESIGNATION -  SHREVEPORT NORTH BASE
 CQ3185  PID         -  CQ3185
 CQ3185  STATE/COUNTY-  LA/CADDO
 CQ3185  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3185
 CQ3185                         *CURRENT SURVEY CONTROL
 CQ3185  ___________________________________________________________________
 CQ3185* NAD 83(1992)-  32 24 18.79380(N)    093 47 38.63343(W)     ADJUSTED  
 CQ3185* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 CQ3185  ___________________________________________________________________
 CQ3185  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CQ3185  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ3185
 CQ3185  HORZ ORDER  -  FIRST
 CQ3185
 CQ3185.The horizontal coordinates were established by classical geodetic methods
 CQ3185.and adjusted by the National Geodetic Survey in February 1996..
 CQ3185
 CQ3185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3185
 CQ3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3185
 CQ3185.The geoid height was determined by GEOID03.
 CQ3185
 CQ3185;                    North         East     Units Scale Factor Converg.
 CQ3185;SPC LA N     -   211,971.094   878,269.475   MT  0.99995083   -0 41 03.0
 CQ3185;SPC LA N     -   695,441.83  2,881,455.77   sFT  0.99995083   -0 41 03.0
 CQ3185;UTM  15      - 3,585,630.081   425,327.049   MT  0.99966876   -0 25 32.0
 CQ3185
 CQ3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3185!SPC LA N     -   0.99999330  x   0.99995083  =   0.99994413
 CQ3185!UTM  15      -   0.99999330  x   0.99966876  =   0.99966206
 CQ3185
 CQ3185:                Primary Azimuth Mark                     Grid Az
 CQ3185:SPC LA N     -  SHREVEPORT FAIRPARK HS SPIRE             002 55 01.9
 CQ3185:UTM  15      -  SHREVEPORT FAIRPARK HS SPIRE             002 39 30.9
 CQ3185
 CQ3185|---------------------------------------------------------------------|
 CQ3185| PID    Reference Object                     Distance      Geod. Az  |
 CQ3185|                                                           dddmmss.s |
 CQ3185| CQ3183 SHREVEPORT FAIRPARK HS SPIRE        APPROX. 8.2 KM 0021358.9 |
 CQ3185| CQ3294 SHREVEPORT SW GAS+ELEC W STK        APPROX.12.9 KM 0132820.7 |
 CQ3185| CQ3293 SHREVEPORT SW GAS+ELEC E STK        APPROX.12.9 KM 0133110.4 |
 CQ3185| CQ3198 KCS RR SHOPS CONCRETE STACK         APPROX.10.1 KM 0133542.6 |
 CQ3185| CQ3188 SHREVEPORT FERTILIZ WKS HI TK       APPROX. 9.3 KM 0160552.8 |
 CQ3185| CQ3292 SHREVEPORT SW GAS+ELEC CON STK      APPROX.12.9 KM 0173919.3 |
 CQ3185| CQ3290 SHREVEPORT FIRST BAP CH SPIRE       APPROX.12.6 KM 0184749.2 |
 CQ3185| CQ3289 SHREVEPORT CHARITY HOSP SPIPE       APPROX.11.3 KM 0185931.6 |
 CQ3185| CQ3194 SHREVEPORT CADDO STORAGE CO TK      APPROX.10.8 KM 0195500.7 |
 CQ3185| CQ3200 HIGHLAND BAPTIST CHURCH SPIRE       APPROX. 9.0 KM 0251917.3 |
 CQ3185| CX6242 SHREVEPORT N BASE RM 1              165.700 METERS 02835     |
 CQ3185| CQ3186 SHREVEPORT CRYSTAL OIL CO STK       APPROX. 5.8 KM 0313955.8 |
 CQ3185| CQ3199 SHREVEPORT MUNICIPAL TANK           APPROX. 7.3 KM 0333419.6 |
 CQ3185| CQ3197 SHREVEPORT CREOSOTING CO TANK       APPROX. 5.1 KM 0421533.2 |
 CQ3185| CQ3217 STONEWALL                           APPROX.11.4 KM 1752415.9 |
 CQ3185| CX6243 SHREVEPORT N BASE RM 2               27.850 METERS 26012     |
 CQ3185| CQ3190 SHREVEPORT COUNTRY CLUB TANK        APPROX. 8.2 KM 3502131.2 |
 CQ3185| CQ3187 SHREVEPORT LIBBY O GLASS CO TK      APPROX. 7.1 KM 3570207.2 |
 CQ3185|---------------------------------------------------------------------|
 CQ3185
 CQ3185                          SUPERSEDED SURVEY CONTROL
 CQ3185
 CQ3185  NAD 83(1992)-  32 24 18.79451(N)    093 47 38.63225(W) AD(       ) 1
 CQ3185  NAD 83(1986)-  32 24 18.80459(N)    093 47 38.62315(W) AD(       ) 1
 CQ3185  NAD 27      -  32 24 18.24700(N)    093 47 37.98000(W) AD(       ) 1
 CQ3185  NGVD 29 (07/19/86)   68.7    (m)          225.     (f) VERT ANG       
 CQ3185
 CQ3185.Superseded values are not recommended for survey control.
 CQ3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3185.See file dsdata.txt to determine how the superseded data were derived.
 CQ3185
 CQ3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2532785630(NAD 83)
 CQ3185_MARKER: DS = TRIANGULATION STATION DISK
 CQ3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3185
 CQ3185  HISTORY     - Date     Condition        Report By
 CQ3185  HISTORY     - 1930     MONUMENTED       CGS
 CQ3185  HISTORY     - 1935     GOOD             LAGS
 CQ3185  HISTORY     - 1949     GOOD             CGS
 CQ3185  HISTORY     - 1953     GOOD             CGS
 CQ3185  HISTORY     - 1959     GOOD             CGS
 CQ3185  HISTORY     - 1969     GOOD             CGS
 CQ3185  HISTORY     - 19990520 MARK NOT FOUND   USPSQD
 CQ3185
 CQ3185                          STATION DESCRIPTION
 CQ3185
 CQ3185'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3185'ABOUT 7-1/2 MILES, AIR LINE, S BY W OF THE COURTHOUSE IN
 CQ3185'SHREVEPORT, IN SE CORNER OF PASTURE ON LAND BELONGING TO
 CQ3185'T.B. HOWELL, 20.8 METERS (68 FEET) W OF W RAIL OF THE TEXAS
 CQ3185'AND PACIFIC RAILWAY, 6.6 METERS (22 FEET) NW OF THE SE CORNER
 CQ3185'POST OF PASTURE, AND ABOUT 50 METERS (164 FEET) N OF SWITCH
 CQ3185'FOR A RAILWAY SIDING.
 CQ3185'
 CQ3185'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3185'DISKS SET IN CONCRETE.
 CQ3185'
 CQ3185'REFERENCE MARK NO. 1 IS IN THE NE CORNER OF PASTURE, 15.2
 CQ3185'METERS (50 FEET) S OF 30-INCH OAK, 14.45 METERS (47.4 FEET)
 CQ3185'W OF THE W RAIL OF RAILROAD, 29.0 METERS (95 FEET) NE OF A
 CQ3185'20-INCH PIN OAK, AND 165.7 METERS (544 FEET) FROM STATION
 CQ3185'N 28 DEG 35 MIN E.
 CQ3185'
 CQ3185'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT N OF THE S FENCE LINE
 CQ3185'OF PASTURE, AND 27.85 METERS (91.4 FEET) FROM STATION
 CQ3185'S 80 DEG 12 MIN W.
 CQ3185'
 CQ3185'TO REACH FROM SHREVEPORT GO TO INTERSECTION OF HIGHWAYS 80
 CQ3185'AND 171, THENCE S 6.1 MILES ON HIGHWAY 171 TO TWO WHITE
 CQ3185'HOUSES ON E SIDE OF ROAD.  TURN IN AT MR. HOWELLS HOUSE
 CQ3185'WHICH IS THE SOUTHERN ONE OF THE TWO, PASS S OF THE HOUSE
 CQ3185'THROUGH A GATE, FOLLOW WAGON TRACKS ABOUT E BY N ACROSS
 CQ3185'PASTURE ABOUT 1/4 MILE TO STATION.
 CQ3185
 CQ3185                          STATION RECOVERY (1935)
 CQ3185
 CQ3185'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3185'STATION RECOVERED AS DESCRIBED.  DESCRIPTION SATISFACTORY.
 CQ3185
 CQ3185                          STATION RECOVERY (1949)
 CQ3185
 CQ3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 CQ3185'STATION RECOVERED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CQ3185'THE OLD DESCRIPTION IS ADEQUATE TO REACH STATION.
 CQ3185
 CQ3185                          STATION RECOVERY (1953)
 CQ3185
 CQ3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LVS)
 CQ3185'STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS
 CQ3185'RECOVERED IN GOOD CONDITION.
 CQ3185
 CQ3185                          STATION RECOVERY (1959)
 CQ3185
 CQ3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CQ3185'THE STATION AND R.M. 1 WAS RECOVERED AS DESCRIBED AND IN GOOD
 CQ3185'CONDITION.  R.M. 2 COULD NOT BE FOUND.
 CQ3185
 CQ3185                          STATION RECOVERY (1969)
 CQ3185
 CQ3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3185'STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED AND ARE
 CQ3185'IN GOOD CONDITION.  THE STATION MARK IS INSIDE OF A CHAIN-LINK FENCE
 CQ3185'THAT IS COVERED WITH VINES AND IS USED AS A DOG LOT.  THE MARK IS
 CQ3185'ALSO UNDER A POWERLINE, CONSEQUENTLY THE STATION COULD NOT BE
 CQ3185'OCCUPIED.  BOTH REFERENCE MARKS ARE IN LINE WITH FENCE AND
 CQ3185'TREES.
 CQ3185'
 CQ3185'REFERENCE MARK NO. 3 WAS ESTABLISHED AN OCCUPIED.  A TRAVERSE
 CQ3185'TIE WAS MADE THE DISTANCE BEING, 16.255 METERS OR 53.33 FEET.
 CQ3185
 CQ3185                          STATION RECOVERY (1999)
 CQ3185
 CQ3185'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3295 ***********************************************************************
 CQ3295  DESIGNATION -  SHREVEPORT POLICE RAD KKB TWR
 CQ3295  PID         -  CQ3295
 CQ3295  STATE/COUNTY-  LA/CADDO
 CQ3295  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ3295
 CQ3295                         *CURRENT SURVEY CONTROL
 CQ3295  ___________________________________________________________________
 CQ3295* NAD 83(1992)-  32 30 04.25700(N)    093 45 21.50619(W)     ADJUSTED  
 CQ3295* NAVD 88     -                                                        
 CQ3295  ___________________________________________________________________
 CQ3295  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CQ3295  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ3295
 CQ3295  HORZ ORDER  -  THIRD
 CQ3295
 CQ3295.The horizontal coordinates were established by classical geodetic methods
 CQ3295.and adjusted by the National Geodetic Survey in February 1996..
 CQ3295
 CQ3295
 CQ3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3295
 CQ3295.The geoid height was determined by GEOID03.
 CQ3295
 CQ3295;                    North         East     Units Scale Factor Converg.
 CQ3295;SPC LA N     -   222,569.464   881,975.784   MT  0.99996645   -0 39 50.5
 CQ3295;SPC LA N     -   730,213.32  2,893,615.55   sFT  0.99996645   -0 39 50.5
 CQ3295;UTM  15      - 3,596,241.936   428,984.487   MT  0.99966219   -0 24 22.4
 CQ3295
 CQ3295                          SUPERSEDED SURVEY CONTROL
 CQ3295
 CQ3295  NAD 83(1992)-  32 30 04.25669(N)    093 45 21.50517(W) AD(       ) 4
 CQ3295  NAD 83(1986)-  32 30 04.26852(N)    093 45 21.49527(W) AD(       ) 4
 CQ3295  NAD 27      -  32 30 03.72080(N)    093 45 20.85020(W) AD(       ) 3
 CQ3295
 CQ3295.Superseded values are not recommended for survey control.
 CQ3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3295.See file dsdata.txt to determine how the superseded data were derived.
 CQ3295
 CQ3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2898496242(NAD 83)
 CQ3295_MARKER: 43 = RADIO/TV TOWER
 CQ3295
 CQ3295  HISTORY     - Date     Condition        Report By
 CQ3295  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3295  HISTORY     - 19950429 GOOD             USPSQD
 CQ3295  HISTORY     - 19990206 GOOD             USPSQD
 CQ3295
 CQ3295                          STATION DESCRIPTION
 CQ3295
 CQ3295'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3295'THE RED LIGHT ON TOP OF THE RADIO TOWER OF THE SHREVEPORT
 CQ3295'CITY POLICE DEPARTMENT.  IT IS A THREE-LEGGED STRUCTURAL STEEL
 CQ3295'TOWER, TRIANGULAR IN CROSS SECTION AND TAPERS ABOUT HALF WAY
 CQ3295'UP TO A REGULAR MAST AND IS ABOUT 250 FEET TALL.  IT IS 0.1
 CQ3295'MILE WEST OF U.S. HIGHWAYS 79 AND 80 AND ABOUT 100 FEET SOUTH OF
 CQ3295'THE INTERSECTION OF BUTLER AND SNOW STREETS.
 CQ3295
 CQ3295                          STATION RECOVERY (1995)
 CQ3295
 CQ3295'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3295'RECOVERED IN GOOD CONDITION.
 CQ3295
 CQ3295                          STATION RECOVERY (1999)
 CQ3295
 CQ3295'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3149 ***********************************************************************
 CQ3149  DESIGNATION -  SHREVEPORT R W NORTON JR TANK
 CQ3149  PID         -  CQ3149
 CQ3149  STATE/COUNTY-  LA/CADDO
 CQ3149  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ3149
 CQ3149                         *CURRENT SURVEY CONTROL
 CQ3149  ___________________________________________________________________
 CQ3149* NAD 83(1992)-  32 23 38.12110(N)    093 43 16.06892(W)     ADJUSTED  
 CQ3149* NAVD 88     -                                                        
 CQ3149  ___________________________________________________________________
 CQ3149  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CQ3149  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ3149
 CQ3149  HORZ ORDER  -  THIRD
 CQ3149
 CQ3149.The horizontal coordinates were established by classical geodetic methods
 CQ3149.and adjusted by the National Geodetic Survey in January 1993..
 CQ3149
 CQ3149
 CQ3149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3149
 CQ3149.The geoid height was determined by GEOID03.
 CQ3149
 CQ3149;                    North         East     Units Scale Factor Converg.
 CQ3149;SPC LA N     -   210,638.744   885,115.894   MT  0.99994917   -0 38 44.2
 CQ3149;SPC LA N     -   691,070.61  2,903,917.73   sFT  0.99994917   -0 38 44.2
 CQ3149;UTM  15      - 3,584,329.059   432,177.451   MT  0.99965672   -0 23 10.9
 CQ3149
 CQ3149                          SUPERSEDED SURVEY CONTROL
 CQ3149
 CQ3149  NAD 83(1986)-  32 23 38.13125(N)    093 43 16.06003(W) AD(       ) 4
 CQ3149  NAD 27      -  32 23 37.57479(N)    093 43 15.41864(W) AD(       ) 3
 CQ3149
 CQ3149.Superseded values are not recommended for survey control.
 CQ3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3149.See file dsdata.txt to determine how the superseded data were derived.
 CQ3149
 CQ3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3217784329(NAD 83)
 CQ3149_MARKER: 53 = ELEVATED TANK
 CQ3149
 CQ3149  HISTORY     - Date     Condition        Report By
 CQ3149  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3149  HISTORY     - 19940910 GOOD             USPSQD
 CQ3149
 CQ3149                          STATION DESCRIPTION
 CQ3149
 CQ3149'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3149'THE POINT INTERSECTED IS THE TOP CENTER OF THE MAST THAT
 CQ3149'PROJECTS 15 FEET FROM THE CENTER OF THE FLAT TOPPED SILVER
 CQ3149'TANK THAT IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE WITH
 CQ3149'AN OVERALL HEIGHT OF 150 FEET.  IT IS 0.2 MILE SOUTHEAST OF THE
 CQ3149'JUNCTION OF STATE HIGHWAYS 526 AND 523 AT THE SOUTHEAST
 CQ3149'EDGE OF SHREVEPORT.
 CQ3149
 CQ3149                          STATION RECOVERY (1994)
 CQ3149
 CQ3149'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3202 ***********************************************************************
 CQ3202  DESIGNATION -  SHREVEPORT RAD STA KEEL TOWER
 CQ3202  PID         -  CQ3202
 CQ3202  STATE/COUNTY-  LA/CADDO
 CQ3202  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3202
 CQ3202                         *CURRENT SURVEY CONTROL
 CQ3202  ___________________________________________________________________
 CQ3202* NAD 83(1992)-  32 29 58.19241(N)    093 45 05.13234(W)     ADJUSTED  
 CQ3202* NAVD 88     -                                                        
 CQ3202  ___________________________________________________________________
 CQ3202  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CQ3202  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ3202
 CQ3202  HORZ ORDER  -  THIRD
 CQ3202
 CQ3202.The horizontal coordinates were established by classical geodetic methods
 CQ3202.and adjusted by the National Geodetic Survey in February 1996..
 CQ3202
 CQ3202
 CQ3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3202
 CQ3202.The geoid height was determined by GEOID03.
 CQ3202
 CQ3202;                    North         East     Units Scale Factor Converg.
 CQ3202;SPC LA N     -   222,377.723   882,401.012   MT  0.99996615   -0 39 41.9
 CQ3202;SPC LA N     -   729,584.25  2,895,010.65   sFT  0.99996615   -0 39 41.9
 CQ3202;UTM  15      - 3,596,052.168   429,410.444   MT  0.99966144   -0 24 13.5
 CQ3202
 CQ3202                          SUPERSEDED SURVEY CONTROL
 CQ3202
 CQ3202  NAD 83(1992)-  32 29 58.19205(N)    093 45 05.13207(W) AD(       ) 4
 CQ3202  NAD 83(1986)-  32 29 58.20371(N)    093 45 05.12243(W) AD(       ) 4
 CQ3202  NAD 27      -  32 29 57.66593(N)    093 45 04.47456(W) AD(       ) 3
 CQ3202
 CQ3202.Superseded values are not recommended for survey control.
 CQ3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3202.See file dsdata.txt to determine how the superseded data were derived.
 CQ3202
 CQ3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2941096052(NAD 83)
 CQ3202_MARKER: 43 = RADIO/TV TOWER
 CQ3202
 CQ3202  HISTORY     - Date     Condition        Report By
 CQ3202  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3202  HISTORY     - 19990515 GOOD             USPSQD
 CQ3202
 CQ3202                          STATION DESCRIPTION
 CQ3202
 CQ3202'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3202'THE RED LIGHT ON TOP AND NEAR THE CENTER OF THE RADIO TOWER
 CQ3202'OF ONE OF THE SHREVEPORT AM-FM RADIO STATIONS.  IT IS A STRUCTURAL
 CQ3202'STEEL TOWER, TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE
 CQ3202'BANDS OF RED AND WHITE, AND IS ABOUT 250 FEET TALL.  IT IS ON THE
 CQ3202'SOUTH SIDE OF INTERSTATE HIGHWAY 20, IN THE SOUTHEAST ANGLE OF
 CQ3202'STONER AVE AND FAIRFIELD AVE.
 CQ3202
 CQ3202                          STATION RECOVERY (1999)
 CQ3202
 CQ3202'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1742 ***********************************************************************
 CQ1742  DESIGNATION -  SHREVEPORT S BASE
 CQ1742  PID         -  CQ1742
 CQ1742  STATE/COUNTY-  LA/CADDO
 CQ1742  USGS QUAD   -  STONEWALL (1992)
 CQ1742
 CQ1742                         *CURRENT SURVEY CONTROL
 CQ1742  ___________________________________________________________________
 CQ1742* NAD 83(1992)-  32 19 16.26722(N)    093 50 35.82028(W)     ADJUSTED  
 CQ1742* NAVD 88     -        74.61   (+/-2cm)     244.8    (feet)  VERTCON   
 CQ1742  ___________________________________________________________________
 CQ1742  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CQ1742  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1742
 CQ1742  HORZ ORDER  -  FIRST
 CQ1742  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1742
 CQ1742.The horizontal coordinates were established by classical geodetic methods
 CQ1742.and adjusted by the National Geodetic Survey in February 1996..
 CQ1742
 CQ1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1742.The vertical order pertains to the NGVD 29 superseded value.
 CQ1742
 CQ1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1742
 CQ1742.The geoid height was determined by GEOID03.
 CQ1742
 CQ1742;                    North         East     Units Scale Factor Converg.
 CQ1742;SPC LA N     -   202,709.734   873,524.298   MT  0.99993945   -0 42 36.7
 CQ1742;SPC LA N     -   665,056.85  2,865,887.63   sFT  0.99993945   -0 42 36.7
 CQ1742;UTM  15      - 3,576,349.892   420,625.055   MT  0.99967769   -0 27 03.2
 CQ1742
 CQ1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1742!SPC LA N     -   0.99999235  x   0.99993945  =   0.99993180
 CQ1742!UTM  15      -   0.99999235  x   0.99967769  =   0.99967004
 CQ1742
 CQ1742:                Primary Azimuth Mark                     Grid Az
 CQ1742:SPC LA N     -  SHREVEPORT COUNTRY CLUB TANK             011 17 26.5
 CQ1742:UTM  15      -  SHREVEPORT COUNTRY CLUB TANK             011 01 53.0
 CQ1742
 CQ1742|---------------------------------------------------------------------|
 CQ1742| PID    Reference Object                     Distance      Geod. Az  |
 CQ1742|                                                           dddmmss.s |
 CQ1742| CQ3190 SHREVEPORT COUNTRY CLUB TANK        APPROX.17.7 KM 0103449.8 |
 CQ1742| CQ3187 SHREVEPORT LIBBY O GLASS CO TK      APPROX.16.9 KM 0143451.7 |
 CQ1742| CX6247 SHREVEPORT S BASE RM 3               34.272 METERS 01759     |
 CQ1742| CQ3198 KCS RR SHOPS CONCRETE STACK         APPROX.20.4 KM 0200552.1 |
 CQ1742| CQ3188 SHREVEPORT FERTILIZ WKS HI TK       APPROX.19.7 KM 0213123.1 |
 CQ1742| CQ3292 SHREVEPORT SW GAS+ELEC CON STK      APPROX.23.3 KM 0213257.7 |
 CQ1742| CQ3194 SHREVEPORT CADDO STORAGE CO TK      APPROX.21.2 KM 0230521.2 |
 CQ1742| CQ3207 SHREVEPORT N BASE RM 3              APPROX.10.4 KM 0262700.0 |
 CQ1742| CQ3186 SHREVEPORT CRYSTAL OIL CO STK       APPROX.16.2 KM 0281644.3 |
 CQ1742| CQ3199 SHREVEPORT MUNICIPAL TANK           APPROX.17.6 KM 0292042.9 |
 CQ1742| CQ3197 SHREVEPORT CREOSOTING CO TANK       APPROX.15.4 KM 0313553.3 |
 CQ1742| CQ3149 SHREVEPORT R W NORTON JR TANK       APPROX.14.0 KM 0545457.9 |
 CQ1742| CX6245 SHREVEPORT S BASE RM 1                             20748     |
 CQ1742| CQ2203 SHREVEPORT S BASE AZ MK                            2094505.1 |
 CQ1742| CQ3181 FOUR FORKS LOOKOUT TOWER            APPROX.17.0 KM 2333526.6 |
 CQ1742| CX6246 SHREVEPORT S BASE RM 2               37.609 METERS 30849     |
 CQ1742| CQ3230 PARISH FARM WATER TANK              APPROX.14.7 KM 3354805.6 |
 CQ1742|---------------------------------------------------------------------|
 CQ1742
 CQ1742                          SUPERSEDED SURVEY CONTROL
 CQ1742
 CQ1742  NAD 83(1992)-  32 19 16.26821(N)    093 50 35.81976(W) AD(       ) 1
 CQ1742  NAD 83(1986)-  32 19 16.27774(N)    093 50 35.80925(W) AD(       ) 1
 CQ1742  NAD 27      -  32 19 15.71100(N)    093 50 35.15800(W) AD(       ) 1
 CQ1742  NGVD 29 (??/??/??)   74.679  (m)          245.01   (f) ADJUSTED    1 2
 CQ1742
 CQ1742.Superseded values are not recommended for survey control.
 CQ1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1742.See file dsdata.txt to determine how the superseded data were derived.
 CQ1742
 CQ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2062576350(NAD 83)
 CQ1742_MARKER: DS = TRIANGULATION STATION DISK
 CQ1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1742_STAMPING: SHREVEPORT S B 1930
 CQ1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1742+STABILITY: SURFACE MOTION
 CQ1742
 CQ1742  HISTORY     - Date     Condition        Report By
 CQ1742  HISTORY     - 1930     MONUMENTED       CGS
 CQ1742  HISTORY     - 1935     GOOD             LAGS
 CQ1742  HISTORY     - 1952     GOOD             CGS
 CQ1742  HISTORY     - 1952     GOOD             CGS
 CQ1742  HISTORY     - 1959     GOOD             CGS
 CQ1742  HISTORY     - 1969     GOOD             CGS
 CQ1742  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1742  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1742
 CQ1742                          STATION DESCRIPTION
 CQ1742
 CQ1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ1742'ABOUT 16 MILES BY ROAD S OF SHREVEPORT AND 1 MILE S BY W
 CQ1742'OF KEITHVILLE, ON LAND BELONGING TO A.B. CLINGMAN, 39.0 METERS
 CQ1742'(128 FEET) SE OF THE SE CORNER OF HOUSE ON GLINGMANS LAND,
 CQ1742'29.3 METERS (96 FEET) W BY N OF SOUTHERN PACIFIC COMPANYS
 CQ1742'TRACKS AT BEGINNING OF CURVE A FEW FEET S OF SIGN 1 MILE TO
 CQ1742'KEITHVILLE, 10.8 METERS (35 FEET) W BY N OF ROAD, AND 11.4
 CQ1742'METERS (37 FEET) W BY S OF PINE TREE ALONG SIDE OF ROAD.
 CQ1742'
 CQ1742'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ1742'DISKS SET IN CONCRETE.
 CQ1742'
 CQ1742'REFERENCE MARK NO. 1 IS 1 FOOT E OF GARDEN FENCE, ABOUT 20
 CQ1742'METERS (66 FEET) S OF HOUSE, AND 37.60 METERS (123.4 FEET)
 CQ1742'FROM STATION N 51 DEG 13 MIN W.
 CQ1742'
 CQ1742'REFERENCE MARK NO. 2 IS 9 METERS (30 FEET) W OF ROAD, 30
 CQ1742'METERS (98 FEET) N OF RAILROAD CROSSING, AND ABOUT 0.2 MILE
 CQ1742'FROM STATION S 27 DEG 48 MIN W.
 CQ1742
 CQ1742                          STATION RECOVERY (1935)
 CQ1742
 CQ1742'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ1742'STATION RECOVERED.  ALL MARKS FOUND TO BE IN GOOD CONDITION.
 CQ1742
 CQ1742                          STATION RECOVERY (1952)
 CQ1742
 CQ1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CQ1742'STATION IS 1.0 MI. SW ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CQ1742'FROM THE STATION AT KEITHVILLE, 85 FT. W OF THE W RAIL, 35
 CQ1742'FT. W OF THE CENTERLINE OF A DIRT ROAD, 30 FT. SW OF A 30-IN.
 CQ1742'PINE TREE, 9 FT. W OF A FENCE, AND 5 FT. ABOVE THE LEVEL
 CQ1742'OF THE ROAD.
 CQ1742'
 CQ1742'STATION MARK IS A STANDARD STATION DISK, SET IN THE TOP OF
 CQ1742'A CONCRETE POST WHICH PROJECTS 0.9 FT. ABOVE THE GROUND.
 CQ1742'IT IS STAMPED SHREVEPORT S B 1930.
 CQ1742'
 CQ1742'REFERENCE MARK 1 IS 0.2 MI. SW OF TRIANGULATION STATION SHREVEPORT
 CQ1742'1930, 83 FT. W OF THE W RAIL, 107 FT. NW OF THE CENTER OF A
 CQ1742'GRAVELED ROAD CROSSING, 30.6 FT. W OF THE CENTERLINE OF A GRAVELED
 CQ1742'ROAD LEADING N, 9 FT. W OF A FENCE, AT THE SE CORNER OF A FIELD,
 CQ1742'AND 3 FT. W OF A WITNESS POST.  A STANDARD REFERENCE MARK
 CQ1742'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0
 CQ1742'FT. ABOVE THE GROUND.  IT IS STAMPED SHREVEPORT NO 1 S B 1930.
 CQ1742'
 CQ1742'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 CQ1742'ORIGINAL DESCRIPTION WAS VERY POOR.
 CQ1742
 CQ1742                          STATION RECOVERY (1952)
 CQ1742
 CQ1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CQ1742'1.0 MI SW FROM KEITHVILLE.
 CQ1742'1.0 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1742'STATION AT KEITHVILLE, 85 FEET WEST OF THE WEST RAIL, 35 FEET WEST OF
 CQ1742'THE CENTER LINE OF A DIRT ROAD, 30 FEET SOUTHWEST OF A 30 INCH PINE
 CQ1742'TREE, 9 FEET WEST OF A FENCE, 5 FEET ABOVE THE LEVEL OF THE ROAD, SET
 CQ1742'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 CQ1742'GROUND.
 CQ1742
 CQ1742                          STATION RECOVERY (1959)
 CQ1742
 CQ1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CQ1742'THE STATION AND R.M.S WERE RECOVERED AS DESCRIBED AND IN
 CQ1742'GOOD CONDITION.
 CQ1742
 CQ1742                          STATION RECOVERY (1969)
 CQ1742
 CQ1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LBB)
 CQ1742'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED.  HOWEVER
 CQ1742'REFERENCE MARK 1 IS NO LONGER USABLE DUE TO A LARGE AMOUNT OF
 CQ1742'TREES ON LINE.  DUE TO A NEW REFERENCE MARK 3, AZIMUTH MARK
 CQ1742'AND THE CHANGES OF THE LOCATION A COMPLETE NEW DESCRIPTION
 CQ1742'FOLLOWS.
 CQ1742'
 CQ1742'THE STATION IS ABOUT 14-1/2 MILES SOUTH OF SHREVEPORT, 5-3/4
 CQ1742'MILES EAST OF SPRING RIDGE AND 1 MILE SOUTH OF KEITHVILLE.  IT IS
 CQ1742'LOCATED IN A PASTURE ON LAND OWNED BY MRS. BRYAN E. BUSH.
 CQ1742'
 CQ1742'TO REACH THE STATION FROM THE POST OFFICE IN KEITHVILLE, GO
 CQ1742'SOUTHWEST ON A PAVED ROAD FOR 0.2 MILE TO THE KEITHVILLE-SPRINGRIDGE
 CQ1742'ROAD ON THE RIGHT, TURN RIGHT WESTERLY AND CROSS RAILROAD TRACKS
 CQ1742'FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK AND GO SOUTHWEST FOR
 CQ1742'0.95 MILE TO A PINE TREE WITH A TRIANGULAR BLAZE ON THE LEFT
 CQ1742'AND THE STATION ON THE RIGHT IN THE PASTURE, CONTINUE SOUTHWEST
 CQ1742'FOR 0.2 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH
 CQ1742'THE GATE, (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN
 CQ1742'LEFT AND GO SOUTHWEST ALONG THE EDGE OF THE PASTURE FOR ABOUT 120
 CQ1742'FEET TO THE MARK ON THE LEFT.) THEN TURN RIGHT AND GO BACK
 CQ1742'NORTHEAST FOR 0.2 MILE TO THE STATION.
 CQ1742'
 CQ1742'THE STATION MARK IS A STANDARD DISK, STAMPED SHREVEPORT
 CQ1742'S.B. 1930, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST,
 CQ1742'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 113
 CQ1742'FEET SOUTH OF AN EAST-WEST FENCELINE, 36 FEET WEST OF THE
 CQ1742'APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET WEST OF A
 CQ1742'NORTH-SOUTH FENCELINE AND 2 FEET NORTH OF A METAL WITNESS POST.
 CQ1742'
 CQ1742'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHREVEPORT
 CQ1742'S.B. 1930 NO 1, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST,
 CQ1742'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 35
 CQ1742'FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 34 FEET
 CQ1742'EAST-SOUTHEAST OF THE AZIMUTH MARK AND 4.2 FEET WEST OF A
 CQ1742'NORTH-SOUTH FENCELINE AND 32 FEET WEST OF THE APPROXIMATE CENTER
 CQ1742'OF THE GRAVELED ROAD.
 CQ1742'
 CQ1742'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHREVEPORT
 CQ1742'S.B. 1930 NO 2, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 CQ1742'POST, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 133 FEET
 CQ1742'WEST-NORTHWEST OF THE NORTH-SOUTH FENCELINE, 90 FEET
 CQ1742'SOUTH-SOUTHWEST OF THE EAST-WEST FENCELINE AND 1.5 FEET
 CQ1742'EAST OF ANOTHER METAL WITNESS POST.
 CQ1742'
 CQ1742'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SHREVEPORT
 CQ1742'S.B. 1930 NO 3 1969, SET IN THE TOP OF A 12-INCH ROUND
 CQ1742'CONCRETE POST, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 CQ1742'49 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 CQ1742'GRAVELED ROAD, 29 FEET WEST-NORTHWEST OF THE NORTH-SOUTH
 CQ1742'FENCELINE AND 1 FOOT SOUTH-SOUTHWEST OF THE EAST-WEST FENCELINE.
 CQ1742'
 CQ1742'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SHREVEPORT
 CQ1742'S.B. 1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST,
 CQ1742'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 120 FEET
 CQ1742'SOUTHWEST OF THE CENTER OF A WIRE GATE, 66 FEET WEST OF
 CQ1742'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 42 FEET WEST OF A
 CQ1742'WIRE FENCE, 34 FEET WEST-NORTHWEST OF REFERENCE MARK 1 AND 1
 CQ1742'FOOT WEST-SOUTHWEST OF A METAL WITNESS POST.
 CQ1742'
 CQ1742'HEIGHT OF LIGHT ABOVE STATION MARK 101.15 FEET.
 CQ1742'
 CQ1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ1742'ABOUT 1 MILE SOUTH OF KEITHVILLE.
 CQ1742
 CQ1742                          STATION RECOVERY (1979)
 CQ1742
 CQ1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1742'MARK NOT FOUND.
 CQ1742
 CQ1742                          STATION RECOVERY (1999)
 CQ1742
 CQ1742'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2203 ***********************************************************************
 CQ2203  DESIGNATION -  SHREVEPORT S BASE AZ MK
 CQ2203  PID         -  CQ2203
 CQ2203  STATE/COUNTY-  LA/CADDO
 CQ2203  USGS QUAD   -  STONEWALL (1992)
 CQ2203
 CQ2203                         *CURRENT SURVEY CONTROL
 CQ2203  ___________________________________________________________________
 CQ2203* NAD 83(1986)-  32 19 11.     (N)    093 50 45.     (W)     SCALED    
 CQ2203* NAVD 88     -        68.619  (meters)     225.13   (feet)  ADJUSTED  
 CQ2203  ___________________________________________________________________
 CQ2203  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2203  DYNAMIC HT  -          68.541 (meters)     224.87  (feet)  COMP
 CQ2203  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CQ2203
 CQ2203  VERT ORDER  -  FIRST     CLASS II
 CQ2203
 CQ2203.The horizontal coordinates were scaled from a topographic map and have
 CQ2203.an estimated accuracy of +/- 6 seconds.
 CQ2203
 CQ2203.The orthometric height was determined by differential leveling
 CQ2203.and adjusted by the National Geodetic Survey in June 1991..
 CQ2203
 CQ2203.The geoid height was determined by GEOID03.
 CQ2203
 CQ2203.The dynamic height is computed by dividing the NAVD 88
 CQ2203.geopotential number by the normal gravity value computed on the
 CQ2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2203.degrees latitude (g = 980.6199 gals.).
 CQ2203
 CQ2203.The modeled gravity was interpolated from observed gravity values.
 CQ2203
 CQ2203;                    North         East    Units  Estimated Accuracy
 CQ2203;SPC LA N     -   202,550.      873,280.      MT  (+/- 180 meters Scaled)
 CQ2203
 CQ2203                          SUPERSEDED SURVEY CONTROL
 CQ2203
 CQ2203  NGVD 29 (??/??/??)   68.688  (m)          225.35   (f) ADJUSTED    1 2
 CQ2203
 CQ2203.Superseded values are not recommended for survey control.
 CQ2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2203.See file dsdata.txt to determine how the superseded data were derived.
 CQ2203
 CQ2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR203761(NAD 83)
 CQ2203_MARKER: DZ = AZIMUTH MARK DISK
 CQ2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2203_SP_SET: CONCRETE POST
 CQ2203_STAMPING: SHREVEPORT SB 1969
 CQ2203_PROJECTION: PROJECTING 30 CENTIMETERS
 CQ2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2203+STABILITY: SURFACE MOTION
 CQ2203
 CQ2203  HISTORY     - Date     Condition        Report By
 CQ2203  HISTORY     - 1969     MONUMENTED       CGS
 CQ2203  HISTORY     - 1979     GOOD             NGS
 CQ2203  HISTORY     - 19940910 GOOD             USPSQD
 CQ2203  HISTORY     - 19990206 GOOD             USPSQD
 CQ2203
 CQ2203                          STATION DESCRIPTION
 CQ2203
 CQ2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2203'1.25 MI SW FROM KEITHVILLE.
 CQ2203'0.4 MILE SOUTHEAST ALONG THE OLD MANSFIELD ROAD FROM THE POST OFFICE
 CQ2203'IN KEITHVILLE, THENCE 0.85 MILE SOUTHWEST ALONG KEITHVILLE-KEATCHIE
 CQ2203'ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST ACROSS THE
 CQ2203'SOUTHERN PACIFIC RAILROAD, 117.0 FT. WEST OF THE WEST RAIL, 141.0
 CQ2203'FT. NORTHWEST OF THE CENTER OF THE JUNCTION, 60.4 FT. WEST OF
 CQ2203'THE CENTERLINE OF THE GRAVEL ROAD, 43.0 FT. WEST OF A FENCE LINE,
 CQ2203'34.1 FT. WEST OF SHREVEPORT RM 1.
 CQ2203'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CQ2203'THE MARK IS 2 FT ABOVE THE GRAVEL ROAD.
 CQ2203
 CQ2203                          STATION RECOVERY (1994)
 CQ2203
 CQ2203'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2203'RECOVERED IN GOOD CONDITION.
 CQ2203
 CQ2203                          STATION RECOVERY (1999)
 CQ2203
 CQ2203'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1741 ***********************************************************************
 CQ1741  DESIGNATION -  SHREVEPORT SB RM 1
 CQ1741  PID         -  CQ1741
 CQ1741  STATE/COUNTY-  LA/CADDO
 CQ1741  USGS QUAD   -  STONEWALL (1992)
 CQ1741
 CQ1741                         *CURRENT SURVEY CONTROL
 CQ1741  ___________________________________________________________________
 CQ1741* NAD 83(1986)-  32 19 09.     (N)    093 50 43.     (W)     SCALED    
 CQ1741* NAVD 88     -        68.766  (meters)     225.61   (feet)  ADJUSTED  
 CQ1741  ___________________________________________________________________
 CQ1741  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1741  DYNAMIC HT  -          68.688 (meters)     225.35  (feet)  COMP
 CQ1741  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CQ1741
 CQ1741  VERT ORDER  -  FIRST     CLASS II
 CQ1741
 CQ1741.The horizontal coordinates were scaled from a topographic map and have
 CQ1741.an estimated accuracy of +/- 6 seconds.
 CQ1741
 CQ1741.The orthometric height was determined by differential leveling
 CQ1741.and adjusted by the National Geodetic Survey in June 1991..
 CQ1741
 CQ1741.The geoid height was determined by GEOID03.
 CQ1741
 CQ1741.The dynamic height is computed by dividing the NAVD 88
 CQ1741.geopotential number by the normal gravity value computed on the
 CQ1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1741.degrees latitude (g = 980.6199 gals.).
 CQ1741
 CQ1741.The modeled gravity was interpolated from observed gravity values.
 CQ1741
 CQ1741;                    North         East    Units  Estimated Accuracy
 CQ1741;SPC LA N     -   202,490.      873,330.      MT  (+/- 180 meters Scaled)
 CQ1741
 CQ1741                          SUPERSEDED SURVEY CONTROL
 CQ1741
 CQ1741  NGVD 29 (??/??/??)   68.835  (m)          225.84   (f) ADJUSTED    1 2
 CQ1741
 CQ1741.Superseded values are not recommended for survey control.
 CQ1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1741.See file dsdata.txt to determine how the superseded data were derived.
 CQ1741
 CQ1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR204761(NAD 83)
 CQ1741_MARKER: DR = REFERENCE MARK DISK
 CQ1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1741_STAMPING: SHREVEPORT NO 1 S B 1930
 CQ1741_PROJECTION: PROJECTING 30 CENTIMETERS
 CQ1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1741+STABILITY: SURFACE MOTION
 CQ1741
 CQ1741  HISTORY     - Date     Condition        Report By
 CQ1741  HISTORY     - 1930     MONUMENTED       CGS
 CQ1741  HISTORY     - 1952     GOOD             CGS
 CQ1741  HISTORY     - 1979     GOOD             NGS
 CQ1741  HISTORY     - 19940910 GOOD             USPSQD
 CQ1741  HISTORY     - 19990206 GOOD             USPSQD
 CQ1741
 CQ1741                          STATION DESCRIPTION
 CQ1741
 CQ1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1741'1.2 MI SW FROM KEITHVILLE.
 CQ1741'1.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1741'STATION AT KEITHVILLE, 0.2 MILE SOUTHWEST OF TRIANGULATION STATION
 CQ1741'SHREVEPORT 1930, 83 FEET WEST OF THE WEST RAIL, 107 FEET NORTHWEST OF
 CQ1741'THE CENTER OF A GRAVELED ROAD CROSSING, 30.6 FEET WEST OF THE CENTER
 CQ1741'LINE OF A GRAVELED ROAD LEADING NORTH, 9 FEET WEST OF A FENCE, AT THE
 CQ1741'SOUTHEAST CORNER OF A FIELD, 3 FEET WEST OF A WITNESS POST, SET IN THE
 CQ1741'TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CQ1741
 CQ1741                          STATION RECOVERY (1979)
 CQ1741
 CQ1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1741'OMIT-1.0 MI SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CQ1741'FROM THE STATION AT KEITHVILLE.
 CQ1741'ADD-0.4 MILE SOUTHEAST ALONG OLD MANSFIELD ROAD FROM THE POST
 CQ1741'OFFICE IN KEITHVILLE, THENCE 0.85 MILE SOUTHWEST ALONG
 CQ1741'KEITHVILLE-KEATHIE ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING
 CQ1741'NORTHWEST ACROSS THE SOUTHERN PACIFIC RAILROAD.
 CQ1741
 CQ1741                          STATION RECOVERY (1994)
 CQ1741
 CQ1741'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1741'RECOVERED IN GOOD CONDITION.
 CQ1741
 CQ1741                          STATION RECOVERY (1999)
 CQ1741
 CQ1741'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3292 ***********************************************************************
 CQ3292  DESIGNATION -  SHREVEPORT SW GAS+ELEC CON STK
 CQ3292  PID         -  CQ3292
 CQ3292  STATE/COUNTY-  LA/CADDO
 CQ3292  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ3292
 CQ3292                         *CURRENT SURVEY CONTROL
 CQ3292  ___________________________________________________________________
 CQ3292* NAD 83(1992)-  32 30 58.44129(N)    093 45 08.49704(W)     ADJUSTED  
 CQ3292* NAVD 88     -                                                        
 CQ3292  ___________________________________________________________________
 CQ3292  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CQ3292  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3292
 CQ3292  HORZ ORDER  -  THIRD
 CQ3292
 CQ3292.The horizontal coordinates were established by classical geodetic methods
 CQ3292.and adjusted by the National Geodetic Survey in February 1996..
 CQ3292
 CQ3292
 CQ3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3292
 CQ3292.The geoid height was determined by GEOID03.
 CQ3292
 CQ3292;                    North         East     Units Scale Factor Converg.
 CQ3292;SPC LA N     -   224,234.482   882,334.633   MT  0.99996916   -0 39 43.6
 CQ3292;SPC LA N     -   735,675.96  2,894,792.88   sFT  0.99996916   -0 39 43.6
 CQ3292;UTM  15      - 3,597,908.041   429,335.734   MT  0.99966157   -0 24 16.0
 CQ3292
 CQ3292                          SUPERSEDED SURVEY CONTROL
 CQ3292
 CQ3292  NAD 83(1992)-  32 30 58.44154(N)    093 45 08.49558(W) AD(       ) 4
 CQ3292  NAD 83(1986)-  32 30 58.45250(N)    093 45 08.48640(W) AD(       ) 4
 CQ3292  NAD 27      -  32 30 57.90700(N)    093 45 07.84500(W) AD(       ) 3
 CQ3292
 CQ3292.Superseded values are not recommended for survey control.
 CQ3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3292.See file dsdata.txt to determine how the superseded data were derived.
 CQ3292
 CQ3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2933697908(NAD 83)
 CQ3292_MARKER: 63 = STACK
 CQ3292
 CQ3292  HISTORY     - Date     Condition        Report By
 CQ3292  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3292  HISTORY     - 1960     GOOD             CGS
 CQ3292  HISTORY     - 1963     GOOD             CGS
 CQ3292  HISTORY     - 1982     GOOD             NGS
 CQ3292
 CQ3292                          STATION DESCRIPTION
 CQ3292
 CQ3292'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RLS)
 CQ3292'STATION WAS RECOVERED.  PLANT ENGINEER STATES THAT THERE
 CQ3292'HAS BEEN NO CHANGE IN THE STACK SINCE IT WAS ESTABLISHED.
 CQ3292'NO PREVIOUS DESCRIPTION.  A BRIEF DESCRIPTION FOLLOWS--
 CQ3292'
 CQ3292'AT SHREVEPORT, AT THE INTERSECTION OF CADDO AND MARSHALL
 CQ3292'STREETS IN THE NORTHERN PART OF THE CITY.  THE STACK IS VERY
 CQ3292'PROMINENT AND CAN EASILY BE FOUND BY PROCEEDING NORTH ON
 CQ3292'MARSHALL STREET FROM THE SHREVEPORT POST OFFICE.
 CQ3292
 CQ3292                          STATION RECOVERY (1963)
 CQ3292
 CQ3292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CQ3292'STATION IS A LARGE CONCRETE STACK.
 CQ3292'
 CQ3292'TO REACH STATION, DRIVE TO INTERSECTION OF MARKET STREET
 CQ3292'(IN NORTH SHREVEPORT) AND THE T AND P RAILROAD TRACKS, AND
 CQ3292'STATION WILL BE SEEN ABOUT ONE BLOCK SW OF THE INTERSECTION.
 CQ3292
 CQ3292                          STATION RECOVERY (1982)
 CQ3292
 CQ3292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 CQ3292'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CQ3292'
 CQ3292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SCHREVEPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3293 ***********************************************************************
 CQ3293  DESIGNATION -  SHREVEPORT SW GAS+ELEC E STK
 CQ3293  PID         -  CQ3293
 CQ3293  STATE/COUNTY-  LA/CADDO
 CQ3293  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ3293
 CQ3293                         *CURRENT SURVEY CONTROL
 CQ3293  ___________________________________________________________________
 CQ3293* NAD 83(1992)-  32 31 05.85335(N)    093 45 43.11313(W)     ADJUSTED  
 CQ3293* NAVD 88     -                                                        
 CQ3293  ___________________________________________________________________
 CQ3293  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CQ3293  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3293
 CQ3293  HORZ ORDER  -  THIRD
 CQ3293
 CQ3293.The horizontal coordinates were established by classical geodetic methods
 CQ3293.and adjusted by the National Geodetic Survey in February 1996..
 CQ3293
 CQ3293
 CQ3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3293
 CQ3293.The geoid height was determined by GEOID03.
 CQ3293
 CQ3293;                    North         East     Units Scale Factor Converg.
 CQ3293;SPC LA N     -   224,473.264   881,433.901   MT  0.99996953   -0 40 01.9
 CQ3293;SPC LA N     -   736,459.37  2,891,837.72   sFT  0.99996953   -0 40 01.9
 CQ3293;UTM  15      - 3,598,142.699   428,434.215   MT  0.99966315   -0 24 34.7
 CQ3293
 CQ3293                          SUPERSEDED SURVEY CONTROL
 CQ3293
 CQ3293  NAD 83(1992)-  32 31 05.85325(N)    093 45 43.11250(W) AD(       ) 4
 CQ3293  NAD 83(1986)-  32 31 05.86479(N)    093 45 43.10302(W) AD(       ) 4
 CQ3293  NAD 27      -  32 31 05.31900(N)    093 45 42.46700(W) AD(       ) 3
 CQ3293
 CQ3293.Superseded values are not recommended for survey control.
 CQ3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3293.See file dsdata.txt to determine how the superseded data were derived.
 CQ3293
 CQ3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2843498143(NAD 83)
 CQ3293_MARKER: 63 = STACK
 CQ3293
 CQ3293  HISTORY     - Date     Condition        Report By
 CQ3293  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3293  HISTORY     - 1959     GOOD             CGS
 CQ3293  HISTORY     - 1963     GOOD             CGS
 CQ3293  HISTORY     - 1966     GOOD             CGS
 CQ3293  HISTORY     - 1975     GOOD             NGS
 CQ3293
 CQ3293                          STATION DESCRIPTION
 CQ3293
 CQ3293'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CQ3293'THE STACK IS AT THE SOUTHWESTERN GAS AND ELECTRIC CO. ARSENAL
 CQ3293'HILL PLANT WHICH IS AT THE NORTH END OF ALLEN ST. IN SHREVEPORT,
 CQ3293'LA.  THE STACK IS GREY IN COLOR AND ABOUT 200 FT. HIGH.
 CQ3293
 CQ3293                          STATION RECOVERY (1963)
 CQ3293
 CQ3293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CQ3293'STATION IS THE EAST OF TWO TALL STACKS.  TO REACH STATION,
 CQ3293'DRIVE TO THE RESERVOIR IN NORTH SHREVEPORT AND THE STATION
 CQ3293'WILL BE SEEN TO THE NORTH OF A LARGE BUILDING AT THE SOUTHWESTERN
 CQ3293'GAS AND ELECTRIC COMPANY PLANT.
 CQ3293
 CQ3293                          STATION RECOVERY (1966)
 CQ3293
 CQ3293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 CQ3293'LOCATED AT THE SOUTHWESTERN GAS AND ELECTRIC COMPANY PLANT IN THE
 CQ3293'NORTH EDGE OF SHREVEPORT.  THE STATION IS THE EASTERN MOST OF TWO
 CQ3293'STACKS.  THESE STACKS ARE THE MOST PROMINENT LAND MARKS IN NORTH
 CQ3293'SHREVEPORT.
 CQ3293
 CQ3293                          STATION RECOVERY (1975)
 CQ3293
 CQ3293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 CQ3293'RECOVERED AS DESCRIBED
 CQ3293'
 CQ3293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHERN
 CQ3293'SECTION OF SHREVEPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3294 ***********************************************************************
 CQ3294  DESIGNATION -  SHREVEPORT SW GAS+ELEC W STK
 CQ3294  PID         -  CQ3294
 CQ3294  STATE/COUNTY-  LA/CADDO
 CQ3294  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ3294
 CQ3294                         *CURRENT SURVEY CONTROL
 CQ3294  ___________________________________________________________________
 CQ3294* NAD 83(1992)-  32 31 05.57401(N)    093 45 43.61021(W)     ADJUSTED  
 CQ3294* NAVD 88     -                                                        
 CQ3294  ___________________________________________________________________
 CQ3294  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CQ3294  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3294
 CQ3294  HORZ ORDER  -  THIRD
 CQ3294
 CQ3294.The horizontal coordinates were established by classical geodetic methods
 CQ3294.and adjusted by the National Geodetic Survey in February 1996..
 CQ3294
 CQ3294
 CQ3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3294
 CQ3294.The geoid height was determined by GEOID03.
 CQ3294
 CQ3294;                    North         East     Units Scale Factor Converg.
 CQ3294;SPC LA N     -   224,464.811   881,420.829   MT  0.99996952   -0 40 02.2
 CQ3294;SPC LA N     -   736,431.63  2,891,794.84   sFT  0.99996952   -0 40 02.2
 CQ3294;UTM  15      - 3,598,134.190   428,421.185   MT  0.99966318   -0 24 34.9
 CQ3294
 CQ3294                          SUPERSEDED SURVEY CONTROL
 CQ3294
 CQ3294  NAD 83(1992)-  32 31 05.57428(N)    093 45 43.60932(W) AD(       ) 4
 CQ3294  NAD 83(1986)-  32 31 05.58525(N)    093 45 43.59929(W) AD(       ) 4
 CQ3294  NAD 27      -  32 31 05.04000(N)    093 45 42.95600(W) AD(       ) 3
 CQ3294
 CQ3294.Superseded values are not recommended for survey control.
 CQ3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3294.See file dsdata.txt to determine how the superseded data were derived.
 CQ3294
 CQ3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2842198134(NAD 83)
 CQ3294_MARKER: 63 = STACK
 CQ3294
 CQ3294  HISTORY     - Date     Condition        Report By
 CQ3294  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3294  HISTORY     - 1963     GOOD             CGS
 CQ3294  HISTORY     - 1966     GOOD             CGS
 CQ3294  HISTORY     - 1975     GOOD             NGS
 CQ3294
 CQ3294                          STATION DESCRIPTION
 CQ3294
 CQ3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CQ3294'STATION IS THE WEST OF TWO TALL STACKS.  TO REACH STATION,
 CQ3294'DRIVE TO THE RESERVOIR IN NORTH SHREVEPORT AND THE STATION
 CQ3294'WILL BE SEEN TO THE NORTH OF A LARGE BUILDING AT THE SOUTHWESTERN
 CQ3294'GAS AND ELECTRIC COMPANY PLANT.
 CQ3294
 CQ3294                          STATION RECOVERY (1966)
 CQ3294
 CQ3294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 CQ3294'LOCATED AT THE SOUTHWESTERN GAS AND ELECTRIC COMPANY PLANT IN THE
 CQ3294'NORTH EDGE OF SHREVEPORT.  THE STATION IS THE WESTERN MOST OF TWO
 CQ3294'STACKS.  THESE STACKS ARE THE MOST PROMINENT LAND MARKS IN NORTH
 CQ3294'SHREVEPORT.
 CQ3294
 CQ3294                          STATION RECOVERY (1975)
 CQ3294
 CQ3294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 CQ3294'RECOVERED AS DESCRIBED.
 CQ3294'
 CQ3294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHERN
 CQ3294'SECTION OF SHREVEPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3267 ***********************************************************************
 CQ3267  DESIGNATION -  SHREVEPORT TEX CO ARDIS HI TK
 CQ3267  PID         -  CQ3267
 CQ3267  STATE/COUNTY-  LA/BOSSIER
 CQ3267  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3267
 CQ3267                         *CURRENT SURVEY CONTROL
 CQ3267  ___________________________________________________________________
 CQ3267* NAD 83(1992)-  32 31 05.05106(N)    093 43 22.83917(W)     ADJUSTED  
 CQ3267* NAVD 88     -                                                        
 CQ3267  ___________________________________________________________________
 CQ3267  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CQ3267  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3267
 CQ3267  HORZ ORDER  -  THIRD
 CQ3267
 CQ3267.The horizontal coordinates were established by classical geodetic methods
 CQ3267.and adjusted by the National Geodetic Survey in September 1999..
 CQ3267
 CQ3267
 CQ3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3267
 CQ3267.The geoid height was determined by GEOID03.
 CQ3267
 CQ3267;                    North         East     Units Scale Factor Converg.
 CQ3267;SPC LA N     -   224,406.580   885,094.332   MT  0.99996949   -0 38 47.8
 CQ3267;SPC LA N     -   736,240.59  2,903,846.99   sFT  0.99996949   -0 38 47.8
 CQ3267;UTM  15      - 3,598,092.498   432,093.776   MT  0.99965686   -0 23 19.3
 CQ3267
 CQ3267                          SUPERSEDED SURVEY CONTROL
 CQ3267
 CQ3267  NAD 83(1992)-  32 31 05.05228(N)    093 43 22.83977(W) AD(       ) 4
 CQ3267  NAD 83(1986)-  32 31 05.06138(N)    093 43 22.82676(W) AD(       ) 4
 CQ3267  NAD 27      -  32 31 04.51000(N)    093 43 22.18000(W) AD(       ) 3
 CQ3267
 CQ3267.Superseded values are not recommended for survey control.
 CQ3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3267.See file dsdata.txt to determine how the superseded data were derived.
 CQ3267
 CQ3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3209498092(NAD 83)
 CQ3267_MARKER: 51 = TANK
 CQ3267
 CQ3267  HISTORY     - Date     Condition        Report By
 CQ3267  HISTORY     - 1930     FIRST OBSERVED   CGS
 CQ3267  HISTORY     - 1956     GOOD             CGS
 CQ3267
 CQ3267                          STATION DESCRIPTION
 CQ3267
 CQ3267'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CQ3267'THE UNION PRODUCING CO. SHREVEPORT, LA., REPORTS THIS NAME
 CQ3267'TO BE IN ERROR AND SHOULD BE--VIRGINIA CAROLINA FERTILIZER
 CQ3267'PLANT STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3203 ***********************************************************************
 CQ3203  DESIGNATION -  SHREVEPORT UNTD GAS RAD KKA500
 CQ3203  PID         -  CQ3203
 CQ3203  STATE/COUNTY-  LA/CADDO
 CQ3203  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3203
 CQ3203                         *CURRENT SURVEY CONTROL
 CQ3203  ___________________________________________________________________
 CQ3203* NAD 83(1992)-  32 25 59.00401(N)    093 45 18.44087(W)     ADJUSTED  
 CQ3203* NAVD 88     -                                                        
 CQ3203  ___________________________________________________________________
 CQ3203  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 CQ3203  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3203
 CQ3203  HORZ ORDER  -  THIRD
 CQ3203
 CQ3203.The horizontal coordinates were established by classical geodetic methods
 CQ3203.and adjusted by the National Geodetic Survey in February 1996..
 CQ3203
 CQ3203
 CQ3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3203
 CQ3203.The geoid height was determined by GEOID03.
 CQ3203
 CQ3203;                    North         East     Units Scale Factor Converg.
 CQ3203;SPC LA N     -   215,014.526   881,968.302   MT  0.99995507   -0 39 48.9
 CQ3203;SPC LA N     -   705,426.82  2,893,591.00   sFT  0.99995507   -0 39 48.9
 CQ3203;UTM  15      - 3,588,689.296   429,011.043   MT  0.99966214   -0 24 18.0
 CQ3203
 CQ3203                          SUPERSEDED SURVEY CONTROL
 CQ3203
 CQ3203  NAD 83(1992)-  32 25 59.00400(N)    093 45 18.44055(W) AD(       ) 4
 CQ3203  NAD 83(1986)-  32 25 59.01478(N)    093 45 18.43068(W) AD(       ) 4
 CQ3203  NAD 27      -  32 25 58.46205(N)    093 45 17.78959(W) AD(       ) 3
 CQ3203
 CQ3203.Superseded values are not recommended for survey control.
 CQ3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3203.See file dsdata.txt to determine how the superseded data were derived.
 CQ3203
 CQ3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2901188689(NAD 83)
 CQ3203_MARKER: 42 = RADIO/TV MAST
 CQ3203
 CQ3203  HISTORY     - Date     Condition        Report By
 CQ3203  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3203  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 CQ3203  HISTORY     - 19990520 MARK NOT FOUND   USPSQD
 CQ3203
 CQ3203                          STATION DESCRIPTION
 CQ3203
 CQ3203'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3203'THE RED LIGHT ON TOP OF THE RADIO MAST OF THE UNITED GAS
 CQ3203'COMPANY.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS
 CQ3203'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND IS
 CQ3203'ABOUT 200 FEET TALL.  IT IS ON THE EAST SIDE OF THE UNITED
 CQ3203'GAS COMPANY OFFICE BUILDING, ON THE NORTH SIDE OF 79TH STREET
 CQ3203'AND ON THE EAST SIDE OF DILLMAN STREET.
 CQ3203
 CQ3203                          STATION RECOVERY (1995)
 CQ3203
 CQ3203'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3203'MARK NOT FOUND.
 CQ3203
 CQ3203                          STATION RECOVERY (1999)
 CQ3203
 CQ3203'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3182 ***********************************************************************
 CQ3182  DESIGNATION -  SHREVEPORT VICTORIA SASH CO TK
 CQ3182  PID         -  CQ3182
 CQ3182  STATE/COUNTY-  LA/CADDO
 CQ3182  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3182
 CQ3182                         *CURRENT SURVEY CONTROL
 CQ3182  ___________________________________________________________________
 CQ3182* NAD 83(1992)-  32 27 29.94329(N)    093 47 35.21115(W)     ADJUSTED  
 CQ3182* NAVD 88     -                                                        
 CQ3182  ___________________________________________________________________
 CQ3182  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CQ3182  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ3182
 CQ3182  HORZ ORDER  -  THIRD
 CQ3182
 CQ3182.The horizontal coordinates were established by classical geodetic methods
 CQ3182.and adjusted by the National Geodetic Survey in February 1996..
 CQ3182
 CQ3182
 CQ3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3182
 CQ3182.The geoid height was determined by GEOID03.
 CQ3182
 CQ3182;                    North         East     Units Scale Factor Converg.
 CQ3182;SPC LA N     -   217,857.511   878,429.150   MT  0.99995913   -0 41 01.2
 CQ3182;SPC LA N     -   714,754.18  2,881,979.64   sFT  0.99995913   -0 41 01.2
 CQ3182;UTM  15      - 3,591,515.472   425,460.147   MT  0.99966851   -0 25 32.4
 CQ3182
 CQ3182                          SUPERSEDED SURVEY CONTROL
 CQ3182
 CQ3182  NAD 83(1992)-  32 27 29.94347(N)    093 47 35.20967(W) AD(       ) 4
 CQ3182  NAD 83(1986)-  32 27 29.95442(N)    093 47 35.20093(W) AD(       ) 4
 CQ3182  NAD 27      -  32 27 29.40150(N)    093 47 34.56010(W) AD(       ) 3
 CQ3182
 CQ3182.Superseded values are not recommended for survey control.
 CQ3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3182.See file dsdata.txt to determine how the superseded data were derived.
 CQ3182
 CQ3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2546091515(NAD 83)
 CQ3182_MARKER: 51 = TANK
 CQ3182
 CQ3182  HISTORY     - Date     Condition        Report By
 CQ3182  HISTORY     - 1966     FIRST OBSERVED   CGS
 CQ3182
 CQ3182                          STATION DESCRIPTION
 CQ3182
 CQ3182'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2808 ***********************************************************************
 AU2808  DESIGNATION -  SHREW
 AU2808  PID         -  AU2808
 AU2808  STATE/COUNTY-  LA/JEFFERSON
 AU2808  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2808
 AU2808                         *CURRENT SURVEY CONTROL
 AU2808  ___________________________________________________________________
 AU2808* NAD 83(1992)-  29 57 27.58778(N)    090 09 40.79450(W)     ADJUSTED  
 AU2808* NAVD 88     -         7.4  **(meters)      24.   **(feet)  VERTCON   
 AU2808  **This station is located in a subsidence area (see below).
 AU2808  ___________________________________________________________________
 AU2808  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2808  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2808
 AU2808  HORZ ORDER  -  SECOND
 AU2808
 AU2808.The horizontal coordinates were established by classical geodetic methods
 AU2808.and adjusted by the National Geodetic Survey in January 1993..
 AU2808
 AU2808 ** The orthometric height has not been validated since last determined
 AU2808 ** by differential leveling and should not be used for control purposes.
 AU2808 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2808 ** area with valid NAVD 88 orthometric heights.
 AU2808 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2808 ** epoch indicated which incorporates improved geoid heights for the
 AU2808 ** Southern Louisiana Subsidence area.
 AU2808 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2808
 AU2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2808
 AU2808.The geoid height was determined by GEOID03.
 AU2808
 AU2808;                    North         East     Units Scale Factor Converg.
 AU2808;SPC LA S     -   162,152.140 1,113,119.696   MT  0.99992603   +0 35 09.7
 AU2808;SPC LA S     -   531,994.15  3,651,960.20   sFT  0.99992603   +0 35 09.7
 AU2808;UTM  15      - 3,317,484.748   773,955.704   MT  1.00052608   +1 25 06.2
 AU2808
 AU2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2808!SPC LA S     -   1.00000293  x   0.99992603  =   0.99992896
 AU2808!UTM  15      -   1.00000293  x   1.00052608  =   1.00052901
 AU2808
 AU2808|---------------------------------------------------------------------|
 AU2808| PID    Reference Object                     Distance      Geod. Az  |
 AU2808|                                                           dddmmss.s |
 AU2808| DD8089 SHREW RM 1                           15.009 METERS 05958     |
 AU2808| AU2807 SHREW LDH 1972 RM 2                   6.871 METERS 13356     |
 AU2808| AU2777 HARAHAN CROSSING N BK HI LN TR      APPROX. 3.5 KM 2260858.8 |
 AU2808| DD8088 SHREW AZ MK                                        2295034.2 |
 AU2808|---------------------------------------------------------------------|
 AU2808
 AU2808                          SUPERSEDED SURVEY CONTROL
 AU2808
 AU2808  NAD 83(1986)-  29 57 27.60295(N)    090 09 40.79360(W) AD(       ) 2
 AU2808  NAD 27      -  29 57 26.86860(N)    090 09 40.52567(W) AD(       ) 2
 AU2808  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 AU2808
 AU2808.Superseded values are not recommended for survey control.
 AU2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2808.See file dsdata.txt to determine how the superseded data were derived.
 AU2808
 AU2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7395617485(NAD 83)
 AU2808_MARKER: DD = SURVEY DISK
 AU2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2808
 AU2808  HISTORY     - Date     Condition        Report By
 AU2808  HISTORY     - 1972     MONUMENTED       LADH
 AU2808  HISTORY     - 1974     GOOD             NGS
 AU2808
 AU2808                          STATION DESCRIPTION
 AU2808
 AU2808'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2808'THE STATION IS LOCATED 5 MILES WEST OF DOWNTOWN NEW ORLEANS, 1 MILE
 AU2808'NORTHEAST OF BRIDGE CITY AND 4 MILES NORTHWEST OF WESTWEGO, IN THE
 AU2808'SOUTHEAST QUARTER OF SECTION 45, T13S, R10E, AND ON THE PROPERTY
 AU2808'OWNED BY JEFFERSON PARISH LEVEE BOARD.
 AU2808'
 AU2808'TO REACH THE STATION FROM THE END OF THE HUEY LONG MISSISSIPPI RIVER
 AU2808'BRIDGE ON THE EAST BANK, GO NORTHEAST ALONG JEFFERSON HIGHWAY (U.S.
 AU2808'HIGHWAY 90) FOR 0.6 MILE, TO THE JUNCTION WITH STATE HIGHWAY 611-2,
 AU2808'TURN RIGHT AND GO SOUTHEAST ALONG STATE HIGHWAY 611-2 FOR 0.6 MILE
 AU2808'TO STATE HIGHWAY 611-1 AND THE MISSISSIPPI RIVER LEVEE, DRIVE UP ON
 AU2808'TOP OF THE LEVEE AND TURN LEFT AND GO NORTHEAST FOR 0.3 MILE TO THE
 AU2808'STATION WHICH IS SET ON THE LEVEE IN A WATER METER BOX.
 AU2808'
 AU2808'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ALONG THE
 AU2808'LEVEE FOR 0.35 MILE.  THE MARK IS SET ON THE LEFT AND SOUTHEAST OF
 AU2808'THE TOP OF THE LEVEE NEAR A PUMPING STATION.
 AU2808'
 AU2808'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2808'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2808'CYLINDRICAL CONCRETE MONUMENT IN A METER BOX 12 INCHES BELOW THE
 AU2808'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 AU2808'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 AU2808'SURFACE.  THEY ARE STAMPED SHREW 1972.  THE MARK IS 263 FEET EAST
 AU2808'OF MISSISSIPPI LEVEE STATION NO. 6520, (EAST BANK), 150 FEET SOUTH
 AU2808'OF A FIRE HYDRANT, 125 FEET SOUTHWEST OF A POWER POLE WITH A LAMP,
 AU2808'110 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 611-1 AND 3 FEET
 AU2808'WEST OF A METAL WITNESS POST AND SIGN.  THE STATION IS SET ON TOP OF
 AU2808'THE MISSISSIPPI RIVER LEVEE.
 AU2808'
 AU2808'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2808'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2808'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2808'STAMPED SHREW R.M. 1 1972.  IT IS 312 FEET EAST OF MISSISSIPPI
 AU2808'LEVEE STATION NO. 6520, 110 FEET SOUTH OF THE CENTER OF STATE
 AU2808'HIGHWAY 611-1, 100 FEET SOUTH SOUTHWEST OF A POWER POLE AND 10 FEET
 AU2808'NORTH OF THE CENTER OF THE LEVEE.
 AU2808'
 AU2808'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2808'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2808'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2808'STAMPED SHREW R.M. 2 1972.  IT IS 272 FEET EAST OF MISSISSIPPI
 AU2808'LEVEE STATION NO. 6520, 150 FEET SOUTH SOUTHWEST OF A POWER POLE,
 AU2808'131 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 611-1, AND 12 FEET
 AU2808'SOUTH OF THE CENTER OF THE LEVEE.
 AU2808'
 AU2808'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2808'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2808'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2808'STAMPED SHREW AZ. MK. 1972.  IT IS 100 FEET NORTH OF A PUMPING
 AU2808'STATION TO THE METAIRIE WATER WORKS, 93 FEET WEST OF A 24 INCH
 AU2808'WATER LINE, 45 FEET EAST OF THE CENTER OF A SHELL ROAD CROSSING THE
 AU2808'LEVEE, 13 FEET SOUTH OF THE CENTER OF THE MISSISSIPPI RIVER LEVEE
 AU2808'(EAST BANK), AND 2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 AU2808'
 AU2808'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2808
 AU2808                          STATION RECOVERY (1974)
 AU2808
 AU2808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 AU2808'THE STATION MARK, BOTH REFERENCE MARKS AND AZIMUTH MARK WERE
 AU2808'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU2808'
 AU2808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NE OF BRIDGE
 AU2808'CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2783 ***********************************************************************
 AU2783  DESIGNATION -  SHREWSBURY ARMOUR FERTIL CO TK
 AU2783  PID         -  AU2783
 AU2783  STATE/COUNTY-  LA/JEFFERSON
 AU2783  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2783
 AU2783                         *CURRENT SURVEY CONTROL
 AU2783  ___________________________________________________________________
 AU2783* NAD 83(1992)-  29 58 05.81881(N)    090 09 34.46685(W)     ADJUSTED  
 AU2783* NAVD 88     -                                                        
 AU2783  **This station is located in a subsidence area (see below).
 AU2783  ___________________________________________________________________
 AU2783  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2783  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AU2783
 AU2783  HORZ ORDER  -  THIRD
 AU2783
 AU2783.The horizontal coordinates were established by classical geodetic methods
 AU2783.and adjusted by the National Geodetic Survey in January 1993..
 AU2783
 AU2783 ** The orthometric height has not been validated since last determined
 AU2783 ** by differential leveling and should not be used for control purposes.
 AU2783 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2783 ** area with valid NAVD 88 orthometric heights.
 AU2783 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2783 ** epoch indicated which incorporates improved geoid heights for the
 AU2783 ** Southern Louisiana Subsidence area.
 AU2783 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2783
 AU2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2783
 AU2783.The geoid height was determined by GEOID03.
 AU2783
 AU2783;                    North         East     Units Scale Factor Converg.
 AU2783;SPC LA S     -   163,330.944 1,113,277.281   MT  0.99992591   +0 35 12.8
 AU2783;SPC LA S     -   535,861.61  3,652,477.21   sFT  0.99992591   +0 35 12.8
 AU2783;UTM  15      - 3,318,666.426   774,096.227   MT  1.00052703   +1 25 11.1
 AU2783
 AU2783                          SUPERSEDED SURVEY CONTROL
 AU2783
 AU2783  NAD 83(1986)-  29 58 05.83657(N)    090 09 34.46677(W) AD(       ) 4
 AU2783  NAD 27      -  29 58 05.15427(N)    090 09 34.21132(W) AD(       ) 3
 AU2783
 AU2783.Superseded values are not recommended for survey control.
 AU2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2783.See file dsdata.txt to determine how the superseded data were derived.
 AU2783
 AU2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7409618666(NAD 83)
 AU2783_MARKER: 53 = ELEVATED TANK
 AU2783
 AU2783  HISTORY     - Date     Condition        Report By
 AU2783  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2783  HISTORY     - 19950120 GOOD             USPSQD
 AU2783  HISTORY     - 20030506 MARK NOT FOUND   USPSQD
 AU2783
 AU2783                          STATION DESCRIPTION
 AU2783
 AU2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2783'THE STATION IS CENTRALLY LOCATED IN THE ARMOUR COMPANY FERTILIZER
 AU2783'PLANT, 0.1 MILE EAST OF SEVERN AVE.  A 4-LEGGED STEEL STRUCTURE
 AU2783'SUPPORTS THE TANK PROPER.  IT HAS A FLAT TOP, IS SILVER
 AU2783'COLORED AND HAS AN OVER-ALL HEIGHT OF 120 FEET.  THE TOP
 AU2783'AND CENTER OF THE TANK WAS THE POINT OBSERVED UPON.
 AU2783
 AU2783                          STATION RECOVERY (1995)
 AU2783
 AU2783'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2783'RECOVERED IN GOOD CONDITION.
 AU2783
 AU2783                          STATION RECOVERY (2003)
 AU2783
 AU2783'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AU2783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2656 ***********************************************************************
 BK2656  DESIGNATION -  SHUFF
 BK2656  PID         -  BK2656
 BK2656  STATE/COUNTY-  LA/ST LANDRY
 BK2656  USGS QUAD   -  CHATAIGNIER (1983)
 BK2656
 BK2656                         *CURRENT SURVEY CONTROL
 BK2656  ___________________________________________________________________
 BK2656* NAD 83(1992)-  30 30 17.74320(N)    092 20 28.80953(W)     ADJUSTED  
 BK2656* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 BK2656  ___________________________________________________________________
 BK2656  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2656  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2656
 BK2656  HORZ ORDER  -  SECOND
 BK2656
 BK2656.The horizontal coordinates were established by classical geodetic methods
 BK2656.and adjusted by the National Geodetic Survey in January 1993..
 BK2656
 BK2656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2656
 BK2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2656
 BK2656.The geoid height was determined by GEOID03.
 BK2656
 BK2656;                    North         East     Units Scale Factor Converg.
 BK2656;SPC LA S     -   222,663.283   903,242.407   MT  0.99996432   -0 30 14.5
 BK2656;SPC LA S     -   730,521.12  2,963,387.80   sFT  0.99996432   -0 30 14.5
 BK2656;UTM  15      - 3,374,922.109   563,203.240   MT  0.99964928   +0 20 03.7
 BK2656
 BK2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2656!SPC LA S     -   1.00000148  x   0.99996432  =   0.99996580
 BK2656!UTM  15      -   1.00000148  x   0.99964928  =   0.99965076
 BK2656
 BK2656|---------------------------------------------------------------------|
 BK2656| PID    Reference Object                     Distance      Geod. Az  |
 BK2656|                                                           dddmmss.s |
 BK2656| CW2329 SHUFF RM 1                           13.617 METERS 00518     |
 BK2656| CW2328 SHUFF AZ MK                                        2104700.6 |
 BK2656| BK2657 SHUFF LDH 1969 RM 2                  22.180 METERS 27245     |
 BK2656|---------------------------------------------------------------------|
 BK2656
 BK2656                          SUPERSEDED SURVEY CONTROL
 BK2656
 BK2656  NAD 83(1986)-  30 30 17.76330(N)    092 20 28.80364(W) AD(       ) 2
 BK2656  NAD 27      -  30 30 17.04469(N)    092 20 28.33694(W) AD(       ) 2
 BK2656  NGVD 29 (07/19/86)   17.9    (m)           59.     (f) VERT ANG       
 BK2656
 BK2656.Superseded values are not recommended for survey control.
 BK2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2656.See file dsdata.txt to determine how the superseded data were derived.
 BK2656
 BK2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6320374922(NAD 83)
 BK2656_MARKER: DD = SURVEY DISK
 BK2656_SETTING: 0 = UNSPECIFIED SETTING
 BK2656
 BK2656  HISTORY     - Date     Condition        Report By
 BK2656  HISTORY     - 1969     MONUMENTED       LADH
 BK2656
 BK2656                          STATION DESCRIPTION
 BK2656
 BK2656'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK2656'THE STATION IS LOCATED 4.80 MILES EAST OF EUNICE, JUNCTION U. S.
 BK2656'HIGHWAY 190 AND STATE HIGHWAY 13, 9.50 MILES WEST OF LAWTELL, IN THE
 BK2656'NORTHEAST 1/4 OF SECTION 61, T6S-R1W, AND ON PROPERTY OWNED BY THE
 BK2656'SOUTHERN PACIFIC RAILROAD.  IT IS 2.60 FEET SOUTHEAST OF A METAL
 BK2656'WITNESS POST AND SIGN, 8.00 FEET EAST OF A POWER POLE, 18.70 FEET
 BK2656'SOUTH OF THE SOUTH RAIL ON THE RAILROAD, 63.80 FEET WEST OF THE
 BK2656'CENTERLINE OF STATE HIGHWAY 758, 75.60 FEET SOUTH OF TELEPHONE
 BK2656'POLE NO. 2776 1/2, AND 53.70 FEET NORTHWEST OF THE CENTER OF THE
 BK2656'HEADWALL ON THE CROSS DRAIN UNDER STATE HIGHWAY 758.  IT IS A
 BK2656'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BK2656'SURVEY DISK, STAMPED SHUFF 1969 PROJECTING 3 INCHES.
 BK2656'
 BK2656'REFERENCE MARK NO. 2 IS 72.76 FEET WEST OF THE STATION.  IT IS 72.40
 BK2656'FEET WEST OF THE WITNESS POST AT THE STATION, 64.25 FEET NORTHWEST
 BK2656'OF A POWER POLE, 14.0 FEET NORTHWEST OF A CULVERT UNDER A DRIVE TO A
 BK2656'BORROW PIT, 7.20 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 BK2656'67.15 FEET SOUTH OF A TELEGRAPH POLE, AND 32.30 FEET NORTHWEST OF A
 BK2656'TELEGRAPH POLE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2656'AND COAST AND GEODETIC SURVEY DISK, STAMPED R. M. NO. 2 SHUFF
 BK2656'1969, PROJECTING 2 INCHES.
 BK2656'
 BK2656'REFERENCE MARK NO. 1 IS 44.68 FEET NORTHEAST OF THE STATION.  IT IS
 BK2656'42.20 FEET NORTH OF THE WITNESS POST AT THE STATION, 47.40 FEET
 BK2656'NORTHEAST OF A POWER POLE, 20.25 FEET NORTH OF NORTH RAIL ON THE
 BK2656'RAILROAD, 81.0 FEET NORTH-NORTHWEST OF THE CENTER OF THE HEADWALL
 BK2656'ON A CULVERT UNDER STATE HIGHWAY 758, 46.60 FEET WEST OF THE
 BK2656'CENTERLINE OF STATE HIGHWAY 758, 28.45 FEET SOUTH-SOUTHWEST OF THE
 BK2656'CULVERT UNDER STATE HIGHWAY 758, AND 31.15 FEET SOUTH OF TELEGRAPH
 BK2656'POLE NO.  2776 1/2.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2656'AND COAST AND GEODETIC SURVEY DISK STAMPED R. M. NO. 1 SHUFF
 BK2656'1969, PROJECTING 2 INCHES.
 BK2656'
 BK2656'THE AZIMUTH MARK IS 0.55 MILE SOUTHWEST OF THE STATION.  IT IS 2.50
 BK2656'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, 9.85 FEET SOUTH OF
 BK2656'A POWER POLE WITH A TRANSFORMER, 29.0 FEET NORTHEAST OF THE
 BK2656'CENTERLINE OF A SERVICE ROAD TO U. S. HIGHWAY 190, 54.20 FEET EAST OF
 BK2656'THE HEADWALL OF A DRAIN TO A RICE FLUME, AND 83.0 FEET
 BK2656'SOUTHEAST OF A METAL POST ON THE STONE MOTEL ADVERTISEMENT SIGN.
 BK2656'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BK2656'SURVEY DISK, STAMPED AZ. MK. SHUFF 1969, PROJECTING 2 INCHES.
 BK2656'
 BK2656'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHWEST ALONG
 BK2656'U. S. HIGHWAY 190 FOR 0.55 MILE TO A SERVICE ROAD LEADING SOUTH,
 BK2656'MARK IS SET ON THE EAST SIDE OF THE SERVICE ROAD NEAR A FENCE.
 BK2656'
 BK2656'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 190 AND
 BK2656'STATE HIGHWAY 13 IN EUNICE, DRIVE EAST ALONG U. S. HIGHWAY 190 FOR
 BK2656'4.80 MILES TO INTERSECTION WITH STATE HIGHWAY 758, THE STATION IS
 BK2656'SET WEST OF THE CROSSING AT THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4265 ***********************************************************************
 BJ4265  DESIGNATION -  SHUSHAN 1932
 BJ4265  PID         -  BJ4265
 BJ4265  STATE/COUNTY-  LA/ORLEANS
 BJ4265  USGS QUAD   -  SPANISH FORT (1992)
 BJ4265
 BJ4265                         *CURRENT SURVEY CONTROL
 BJ4265  ___________________________________________________________________
 BJ4265* NAD 83(1992)-  30 01 56.54907(N)    090 01 53.16843(W)     ADJUSTED  
 BJ4265* NAVD 88     -         1.37   (+/-2cm)       4.5  **(feet)  VERTCON   
 BJ4265  **This station is located in a subsidence area (see below).
 BJ4265  ___________________________________________________________________
 BJ4265  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4265  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4265
 BJ4265  HORZ ORDER  -  THIRD
 BJ4265  VERT ORDER  -  THIRD ? (See Below)
 BJ4265
 BJ4265.The horizontal coordinates were established by classical geodetic methods
 BJ4265.and adjusted by the National Geodetic Survey in May 1994..
 BJ4265
 BJ4265 ** The orthometric height has not been validated since last determined
 BJ4265 ** by differential leveling and should not be used for control purposes.
 BJ4265 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4265 ** area with valid NAVD 88 orthometric heights.
 BJ4265 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4265 ** epoch indicated which incorporates improved geoid heights for the
 BJ4265 ** Southern Louisiana Subsidence area.
 BJ4265 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4265.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4265.The vertical order pertains to the NGVD 29 superseded value.
 BJ4265
 BJ4265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4265
 BJ4265.The geoid height was determined by GEOID03.
 BJ4265
 BJ4265;                    North         East     Units Scale Factor Converg.
 BJ4265;SPC LA S     -   170,568.270 1,125,562.462   MT  0.99992590   +0 39 03.5
 BJ4265;SPC LA S     -   559,606.07  3,692,782.84   sFT  0.99992590   +0 39 03.5
 BJ4265;UTM  15      - 3,326,086.634   786,282.558   MT  1.00061129   +1 29 12.3
 BJ4265;UTM  16      - 3,326,245.744   207,651.438   MT  1.00065461   -1 31 05.8
 BJ4265
 BJ4265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4265!SPC LA S     -   1.00000391  x   0.99992590  =   0.99992981
 BJ4265!UTM  15      -   1.00000391  x   1.00061129  =   1.00061520
 BJ4265!UTM  16      -   1.00000391  x   1.00065461  =   1.00065852
 BJ4265
 BJ4265:                Primary Azimuth Mark                     Grid Az
 BJ4265:SPC LA S     -  CURVE                                    248 15 41.5
 BJ4265:UTM  15      -  CURVE                                    247 25 32.7
 BJ4265:UTM  16      -  CURVE                                    250 25 50.8
 BJ4265
 BJ4265|---------------------------------------------------------------------|
 BJ4265| PID    Reference Object                     Distance      Geod. Az  |
 BJ4265|                                                           dddmmss.s |
 BJ4265| BJ1411 CURVE                               APPROX. 1.6 KM 2485445.0 |
 BJ4265| BJ4256 INDUSTRIAL CANAL BRIDGE NE COR      327.520 METERS 24950     |
 BJ4265|---------------------------------------------------------------------|
 BJ4265
 BJ4265                          SUPERSEDED SURVEY CONTROL
 BJ4265
 BJ4265  NAD 83(1992)-  30 01 56.54866(N)    090 01 53.16835(W) AD(       ) 3
 BJ4265  NAD 83(1986)-  30 01 56.56321(N)    090 01 53.16744(W) AD(       ) 3
 BJ4265  NAD 27      -  30 01 55.83719(N)    090 01 52.91482(W) AD(       ) 3
 BJ4265  NGVD 29 (07/19/86)    1.43   (m)            4.7    (f) LEVELING    3  
 BJ4265
 BJ4265.Superseded values are not recommended for survey control.
 BJ4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4265.See file dsdata.txt to determine how the superseded data were derived.
 BJ4265
 BJ4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8628326087(NAD 83)
 BJ4265_MARKER: DS = TRIANGULATION STATION DISK
 BJ4265_SETTING: 0 = UNSPECIFIED SETTING
 BJ4265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4265
 BJ4265  HISTORY     - Date     Condition        Report By
 BJ4265  HISTORY     - 1932     MONUMENTED       CGS
 BJ4265  HISTORY     - 1934     GOOD             CGS
 BJ4265  HISTORY     - 1946     MARK NOT FOUND   CGS
 BJ4265  HISTORY     - 1954     MARK NOT FOUND   CGS
 BJ4265
 BJ4265                          STATION DESCRIPTION
 BJ4265
 BJ4265'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RLS)
 BJ4265'THIS STATION IS THE TOWER BUILT ON THE SHORE END OF THE AXIS
 BJ4265'OF THE W SEA-WALL ON THE GROUNDS OF THE SHUSHAN AIRPORT ON THE
 BJ4265'LAKE SIDE OF NEW ORLEANS.  DUE TO CONSTRUCTION OPERATIONS
 BJ4265'AND FUTURE HYDRAULIC FILL, NO STATION MARK WAS ESTABLISHED.
 BJ4265'A STANDARD BRONZE MARKER AND TILE WERE LEFT WITH THE LEVEE BOARD
 BJ4265'WITH INSTRUCTIONS TO SET THEM AS SOON AS FILLING OPERATIONS
 BJ4265'SHOULD PERMIT.
 BJ4265
 BJ4265                          STATION RECOVERY (1934)
 BJ4265
 BJ4265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HJB)
 BJ4265'WHEN THIS STATION WAS RECOVERED IN 1934
 BJ4265'COMPUTATIONS SHOWED THE MARK TO BE ABOUT 0.5 METER (2 FEET)
 BJ4265'FROM THE 1932 POSITION.
 BJ4265
 BJ4265                          STATION RECOVERY (1946)
 BJ4265
 BJ4265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ4265'A REASONABLE SEARCH WAS MADE BUT NO TRACE OF THE STATION WAS
 BJ4265'FOUND.  THE AREA IS NOW A PARK LAWN AND NO EXCAVATING WAS DONE
 BJ4265'BUT SOME PROBING WAS DONE TO A DEPTH OF 6 INCHES.
 BJ4265
 BJ4265                          STATION RECOVERY (1954)
 BJ4265
 BJ4265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4265'THE MARK WAS NOT RECOVERED AT THIS DATE.  THIS AREA IS NOW A
 BJ4265'PARK.  IN MAKING THIS AREA A PARK, HEAVY MACHINERY WAS USED
 BJ4265'TO LEVEL OFF THE GROUND.  THE MARK IS NO DOUBT LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4264 ***********************************************************************
 BJ4264  DESIGNATION -  SHUSHAN 2 1934
 BJ4264  PID         -  BJ4264
 BJ4264  STATE/COUNTY-  LA/ORLEANS
 BJ4264  USGS QUAD   -  SPANISH FORT (1992)
 BJ4264
 BJ4264                         *CURRENT SURVEY CONTROL
 BJ4264  ___________________________________________________________________
 BJ4264* NAD 83(1992)-  30 01 56.53930(N)    090 01 53.15518(W)     ADJUSTED  
 BJ4264* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BJ4264  **This station is located in a subsidence area (see below).
 BJ4264  ___________________________________________________________________
 BJ4264  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4264  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ4264
 BJ4264  HORZ ORDER  -  THIRD
 BJ4264
 BJ4264.The horizontal coordinates were established by classical geodetic methods
 BJ4264.and adjusted by the National Geodetic Survey in May 1994..
 BJ4264
 BJ4264 ** The orthometric height has not been validated since last determined
 BJ4264 ** by differential leveling and should not be used for control purposes.
 BJ4264 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4264 ** area with valid NAVD 88 orthometric heights.
 BJ4264 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4264 ** epoch indicated which incorporates improved geoid heights for the
 BJ4264 ** Southern Louisiana Subsidence area.
 BJ4264 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4264.The orthometric height was scaled from a topographic map.
 BJ4264
 BJ4264.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4264
 BJ4264.The geoid height was determined by GEOID03.
 BJ4264
 BJ4264;                    North         East     Units Scale Factor Converg.
 BJ4264;SPC LA S     -   170,567.974 1,125,562.820   MT  0.99992590   +0 39 03.5
 BJ4264;SPC LA S     -   559,605.09  3,692,784.02   sFT  0.99992590   +0 39 03.5
 BJ4264;UTM  15      - 3,326,086.343   786,282.920   MT  1.00061130   +1 29 12.3
 BJ4264;UTM  16      - 3,326,245.434   207,651.785   MT  1.00065461   -1 31 05.8
 BJ4264
 BJ4264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4264!SPC LA S     -   1.00000413  x   0.99992590  =   0.99993003
 BJ4264!UTM  15      -   1.00000413  x   1.00061130  =   1.00061543
 BJ4264!UTM  16      -   1.00000413  x   1.00065461  =   1.00065874
 BJ4264
 BJ4264:                Primary Azimuth Mark                     Grid Az
 BJ4264:SPC LA S     -  SHUSHAN AIRPORT ADMN BLDG DOME           053 10 15.6
 BJ4264:UTM  15      -  SHUSHAN AIRPORT ADMN BLDG DOME           052 20 06.8
 BJ4264:UTM  16      -  SHUSHAN AIRPORT ADMN BLDG DOME           055 20 24.9
 BJ4264
 BJ4264|---------------------------------------------------------------------|
 BJ4264| PID    Reference Object                     Distance      Geod. Az  |
 BJ4264|                                                           dddmmss.s |
 BJ4264| BJ4269 SHUSHAN AIRPORT ADMN BLDG DOME      APPROX. 0.7 KM 0534919.1 |
 BJ4264| BJ4266 SHUSHAN AIRPORT AIRWAY BEACON       APPROX. 0.8 KM 0600034.7 |
 BJ4264| BJ1378 JEWETT                              APPROX. 1.3 KM 2854751.0 |
 BJ4264| BJ4255 INDUSTRIAL CANAL LIGHT              APPROX. 1.2 KM 3310439.2 |
 BJ4264|---------------------------------------------------------------------|
 BJ4264
 BJ4264                          SUPERSEDED SURVEY CONTROL
 BJ4264
 BJ4264  NAD 83(1992)-  30 01 56.53885(N)    090 01 53.15514(W) AD(       ) 3
 BJ4264  NAD 83(1986)-  30 01 56.55340(N)    090 01 53.15413(W) AD(       ) 3
 BJ4264  NAD 27      -  30 01 55.82795(N)    090 01 52.90114(W) AD(       ) 3
 BJ4264
 BJ4264.Superseded values are not recommended for survey control.
 BJ4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4264.See file dsdata.txt to determine how the superseded data were derived.
 BJ4264
 BJ4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8628326086(NAD 83)
 BJ4264_MARKER: DS = TRIANGULATION STATION DISK
 BJ4264_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BJ4264_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BJ4264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4264
 BJ4264  HISTORY     - Date     Condition        Report By
 BJ4264  HISTORY     - 1934     MONUMENTED       CGS
 BJ4264  HISTORY     - 1946     MARK NOT FOUND   CGS
 BJ4264  HISTORY     - 1954     MARK NOT FOUND   CGS
 BJ4264
 BJ4264                          STATION DESCRIPTION
 BJ4264
 BJ4264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BJ4264'ON THE GROUNDS OF THE SHUSHAN AIRPORT, 20.3 METERS (67 FEET) S
 BJ4264'OF THE CENTER LINE OF THE HIGHWAY ALONG THE SOUTHERN EDGE OF
 BJ4264'THE AIRPORT, 209.7 METERS (688 FEET) ALONG THE CONTINUATION OF
 BJ4264'THE CENTER LINE OF THE W SEA-WALL, AND APPROXIMATELY 300 METERS
 BJ4264'(984 FEET) E OF THE CENTER OF THE HIGHWAY BRIDGE ACROSS THE
 BJ4264'INDUSTRIAL CANAL.
 BJ4264'
 BJ4264'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BJ4264'AT THE TOP OF A TILE.
 BJ4264'
 BJ4264'THE DOME ON THE ADMINISTRATION BUILDING IS 689.8 METERS
 BJ4264'(2,263 FEET) FROM THE STATION N 53 DEG 50 MIN E.
 BJ4264
 BJ4264                          STATION RECOVERY (1946)
 BJ4264
 BJ4264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ4264'A REASONABLE SEARCH WAS MADE BUT NO TRACE OF THE STATION WAS
 BJ4264'FOUND.  THE AREA IS NOW A PARK LAWN AND NO EXCAVATING WAS
 BJ4264'DONE BUT SOME PROBING WAS DONE TO A DEPTH OF 6 INCHES.
 BJ4264
 BJ4264                          STATION RECOVERY (1954)
 BJ4264
 BJ4264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4264'THE MARK WAS NOT RECOVERED AT THIS DATE.  THE AREA IS NOW A
 BJ4264'PARK.  IN MAKING THIS AREA A PARK, HEAVY MACHINERY WAS USED TO
 BJ4264'LEVEL OFF THE GROUND.  THE MARK IS NO DOUBT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4269 ***********************************************************************
 BJ4269  DESIGNATION -  SHUSHAN AIRPORT ADMN BLDG DOME
 BJ4269  PID         -  BJ4269
 BJ4269  STATE/COUNTY-  LA/ORLEANS
 BJ4269  USGS QUAD   -  SPANISH FORT (1992)
 BJ4269
 BJ4269                         *CURRENT SURVEY CONTROL
 BJ4269  ___________________________________________________________________
 BJ4269* NAD 83(1992)-  30 02 09.76187(N)    090 01 32.37381(W)     ADJUSTED  
 BJ4269* NAVD 88     -                                                        
 BJ4269  **This station is located in a subsidence area (see below).
 BJ4269  ___________________________________________________________________
 BJ4269  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4269  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BJ4269
 BJ4269  HORZ ORDER  -  THIRD
 BJ4269
 BJ4269.This mark is at Lakefront Airport (NEW)
 BJ4269
 BJ4269.The horizontal coordinates were established by classical geodetic methods
 BJ4269.and adjusted by the National Geodetic Survey in May 1994..
 BJ4269
 BJ4269 ** The orthometric height has not been validated since last determined
 BJ4269 ** by differential leveling and should not be used for control purposes.
 BJ4269 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4269 ** area with valid NAVD 88 orthometric heights.
 BJ4269 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4269 ** epoch indicated which incorporates improved geoid heights for the
 BJ4269 ** Southern Louisiana Subsidence area.
 BJ4269 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4269
 BJ4269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4269
 BJ4269.The geoid height was determined by GEOID03.
 BJ4269
 BJ4269;                    North         East     Units Scale Factor Converg.
 BJ4269;SPC LA S     -   170,981.412 1,126,114.893   MT  0.99992593   +0 39 13.9
 BJ4269;SPC LA S     -   560,961.52  3,694,595.28   sFT  0.99992593   +0 39 13.9
 BJ4269;UTM  15      - 3,326,508.081   786,829.278   MT  1.00061516   +1 29 23.3
 BJ4269;UTM  16      - 3,326,637.964   208,219.525   MT  1.00065051   -1 30 56.0
 BJ4269
 BJ4269                          SUPERSEDED SURVEY CONTROL
 BJ4269
 BJ4269  NAD 83(1992)-  30 02 09.76128(N)    090 01 32.37372(W) AD(       ) 4
 BJ4269  NAD 83(1986)-  30 02 09.77591(N)    090 01 32.37244(W) AD(       ) 4
 BJ4269  NAD 27      -  30 02 09.05170(N)    090 01 32.11958(W) AD(       ) 3
 BJ4269
 BJ4269.Superseded values are not recommended for survey control.
 BJ4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4269.See file dsdata.txt to determine how the superseded data were derived.
 BJ4269
 BJ4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8682926508(NAD 83)
 BJ4269_MARKER: 87 = DOME
 BJ4269
 BJ4269  HISTORY     - Date     Condition        Report By
 BJ4269  HISTORY     - 1934     FIRST OBSERVED   CGS
 BJ4269
 BJ4269                          STATION DESCRIPTION
 BJ4269
 BJ4269'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4266 ***********************************************************************
 BJ4266  DESIGNATION -  SHUSHAN AIRPORT AIRWAY BEACON
 BJ4266  PID         -  BJ4266
 BJ4266  STATE/COUNTY-  LA/ORLEANS
 BJ4266  USGS QUAD   -  SPANISH FORT (1992)
 BJ4266
 BJ4266                         *CURRENT SURVEY CONTROL
 BJ4266  ___________________________________________________________________
 BJ4266* NAD 83(1992)-  30 02 09.21565(N)    090 01 27.90961(W)     ADJUSTED  
 BJ4266* NAVD 88     -                                                        
 BJ4266  **This station is located in a subsidence area (see below).
 BJ4266  ___________________________________________________________________
 BJ4266  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4266  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BJ4266
 BJ4266  HORZ ORDER  -  THIRD
 BJ4266
 BJ4266.This mark is at Lakefront Airport (NEW)
 BJ4266
 BJ4266.The horizontal coordinates were established by classical geodetic methods
 BJ4266.and adjusted by the National Geodetic Survey in May 1994..
 BJ4266
 BJ4266 ** The orthometric height has not been validated since last determined
 BJ4266 ** by differential leveling and should not be used for control purposes.
 BJ4266 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4266 ** area with valid NAVD 88 orthometric heights.
 BJ4266 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4266 ** epoch indicated which incorporates improved geoid heights for the
 BJ4266 ** Southern Louisiana Subsidence area.
 BJ4266 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4266
 BJ4266.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4266
 BJ4266.The geoid height was determined by GEOID03.
 BJ4266
 BJ4266;                    North         East     Units Scale Factor Converg.
 BJ4266;SPC LA S     -   170,965.961 1,126,234.674   MT  0.99992593   +0 39 16.1
 BJ4266;SPC LA S     -   560,910.82  3,694,988.26   sFT  0.99992593   +0 39 16.1
 BJ4266;UTM  15      - 3,326,494.369   786,949.354   MT  1.00061601   +1 29 25.5
 BJ4266;UTM  16      - 3,326,617.975   208,338.721   MT  1.00064966   -1 30 53.7
 BJ4266
 BJ4266                          SUPERSEDED SURVEY CONTROL
 BJ4266
 BJ4266  NAD 83(1992)-  30 02 09.21507(N)    090 01 27.90948(W) AD(       ) 4
 BJ4266  NAD 83(1986)-  30 02 09.22969(N)    090 01 27.90813(W) AD(       ) 4
 BJ4266  NAD 27      -  30 02 08.50559(N)    090 01 27.65800(W) AD(       ) 3
 BJ4266
 BJ4266.Superseded values are not recommended for survey control.
 BJ4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4266.See file dsdata.txt to determine how the superseded data were derived.
 BJ4266
 BJ4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8694926494(NAD 83)
 BJ4266_MARKER: 22 = AIRWAY BEACON
 BJ4266
 BJ4266  HISTORY     - Date     Condition        Report By
 BJ4266  HISTORY     - 1934     FIRST OBSERVED   CGS
 BJ4266  HISTORY     - 1946     GOOD             CGS
 BJ4266  HISTORY     - 1953     GOOD             CGS
 BJ4266  HISTORY     - 1953     GOOD             CGS
 BJ4266  HISTORY     - 1954     GOOD             CGS
 BJ4266  HISTORY     - 1966     GOOD             CGS
 BJ4266  HISTORY     - 1970     GOOD             NGS
 BJ4266  HISTORY     - 1979     GOOD             NGS
 BJ4266
 BJ4266                          STATION DESCRIPTION
 BJ4266
 BJ4266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BJ4266'THE POINT OF OBSERVATION WAS THE CENTER OF THE LIGHT OF
 BJ4266'THE AIRWAY BEACON AT THE SHUSHAN AIRPORT.  THE BEACON IS
 BJ4266'APPROXIMATELY 50 FEET HIGH.
 BJ4266
 BJ4266                          STATION RECOVERY (1946)
 BJ4266
 BJ4266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HJB)
 BJ4266'RECOVERED IN EXCELLENT CONDITION.  THE AIRPORT IS NOW KNOWN
 BJ4266'AS NEW ORLEANS AIRPORT.  THE DESCRIPTION DOES MENTION THE
 BJ4266'BEACON LOCATION, HENCE THE DESCRIPTION SHOULD READ--
 BJ4266'
 BJ4266'APPROXIMATELY 8 MILES NE OF NEW ORLEANS, ON THE SHORE OF
 BJ4266'LAKE PONTCHARTRAIN, AT THE NEW ORLEANS AIRPORT.  THE STATION
 BJ4266'IS THE CENTER OF THE LIGHT OF THE BEACON ATOP A STEEL TOWER.
 BJ4266'THE TOWER IS LOCATED ATOP THE HANGAR JUST E OF THE ADMINISTRATION
 BJ4266'BUILDING, AT THE CENTER, E EDGE OF ROOF.
 BJ4266
 BJ4266                          STATION RECOVERY (1953)
 BJ4266
 BJ4266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ALP)
 BJ4266'STATION RECOVERED IN GOOD CONDITION AND, ACCORDING TO AIRPORT
 BJ4266'AND CAA PERSONNEL, IN ORIGINAL LOCATION.  1946 RECOVERY
 BJ4266'NOTE BY H.J.B. IS ADEQUATE AND COMPLETE.
 BJ4266
 BJ4266                          STATION RECOVERY (1953)
 BJ4266
 BJ4266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4266'THE STATION IS LOCATED AT THE EXTREME NORTHEAST EDGE OF
 BJ4266'NEW ORLEANS, ON TOP OF THE HARRY P. WILLIAMS HANGAR.  A
 BJ4266'4-LEGGED STEEL STRUCTURE SUPPORTS THE REVOLVING LIGHT PROPER.
 BJ4266'IT HAS AN OVERALL HEIGHT OF 85 FEET AND THE LIGHT AT THE
 BJ4266'TOP WAS THE POINT OBSERVED UPON.
 BJ4266'
 BJ4266'PROBABLY THE SAME AS SHUSHAN AIRPORT, AIRWAY BEACON, 1934.
 BJ4266
 BJ4266                          STATION RECOVERY (1954)
 BJ4266
 BJ4266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4266'THE RECOVERY NOTE FOR THE SHUSHAN AIRPORT, AIRWAY BEACON
 BJ4266'BY A.L.P. IN 1953 AND THE RECOVERY NOTE FOR THE NEW ORLEANS
 BJ4266'AIRPORT BEACON BY R.L.E. IN 1953 ARE FOR THE SAME STATION.
 BJ4266'THE NAME OF THE AIRPORT HAS BEEN CHANGED FROM SHUSHAN TO
 BJ4266'NEW ORLEANS.  BOTH RECOVERY NOTES ARE ADEQUATE.
 BJ4266
 BJ4266                          STATION RECOVERY (1966)
 BJ4266
 BJ4266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 BJ4266'STATION WAS RECOVERED AS DESCRIBED.  THE STRUCTURE REMAINS
 BJ4266'INTACT BUT THE BEACON IS INOPERATIVE.
 BJ4266
 BJ4266                          STATION RECOVERY (1970)
 BJ4266
 BJ4266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FBM)
 BJ4266'STATION WAS RECOVERED AS DESCRIBED.  THE STRUCTURE REMAINS
 BJ4266'INTACT BUT THE BEACON IS INOPERATIVE.
 BJ4266
 BJ4266                          STATION RECOVERY (1979)
 BJ4266
 BJ4266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTD)
 BJ4266'RECOVERED AS DESCRIBED.  STRUCTURE REMAINS, BUT BEACON IS GONE.
 BJ4266'
 BJ4266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEW ORLEANS
 BJ4266'LAKEFRONT AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2667 ***********************************************************************
 BJ2667  DESIGNATION -  SHUSTER BOLT
 BJ2667  PID         -  BJ2667
 BJ2667  STATE/COUNTY-  LA/ST LANDRY
 BJ2667  USGS QUAD   -  MELVILLE (1994)
 BJ2667
 BJ2667                         *CURRENT SURVEY CONTROL
 BJ2667  ___________________________________________________________________
 BJ2667* NAD 83(1986)-  30 41 55.     (N)    091 44 17.     (W)     SCALED    
 BJ2667* NAVD 88     -         8.55   (+/-2cm)      28.1    (feet)  VERTCON   
 BJ2667  ___________________________________________________________________
 BJ2667  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2667
 BJ2667  VERT ORDER  -  ? (See Below)
 BJ2667
 BJ2667.The horizontal coordinates were scaled from a topographic map and have
 BJ2667.an estimated accuracy of +/- 6 seconds.
 BJ2667
 BJ2667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2667.The vertical order pertains to the NGVD 29 superseded value.
 BJ2667
 BJ2667.The geoid height was determined by GEOID03.
 BJ2667
 BJ2667;                    North         East    Units  Estimated Accuracy
 BJ2667;SPC LA S     -   243,780.      961,230.      MT  (+/- 180 meters Scaled)
 BJ2667
 BJ2667                          SUPERSEDED SURVEY CONTROL
 BJ2667
 BJ2667  NGVD 29 (??/??/??)    8.550  (m)           28.05   (f) ADJUSTED    ?  
 BJ2667
 BJ2667.Superseded values are not recommended for survey control.
 BJ2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2667.See file dsdata.txt to determine how the superseded data were derived.
 BJ2667
 BJ2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP208968(NAD 83)
 BJ2667_MARKER: B = BOLT
 BJ2667_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2667_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2667
 BJ2667  HISTORY     - Date     Condition        Report By
 BJ2667  HISTORY     - UNK      MONUMENTED       DOD
 BJ2667  HISTORY     - 1929     GOOD             DOD
 BJ2667  HISTORY     - 1936     POOR             LAGS
 BJ2667
 BJ2667                          STATION DESCRIPTION
 BJ2667
 BJ2667'DESCRIBED BY US DEPARTMENT OF DEFENSE 1929
 BJ2667'IN MELVILLE.
 BJ2667'P.B.M. IS TILE AND PIPE IN MELVILLE, LA., ABOUT 0.5 MILE ABOVE THE
 BJ2667'TEXAS AND PACIFIC RAILWAY BRIDGE.  150 METERS BACK OF ANGLE IN LEVEE.
 BJ2667'3 METERS WEST OF A LONE 18-INCH SYCAMORE TREE, STANDING IN OPEN FIELD
 BJ2667'OF OSCAR C. DELAUNE.  IT IS 23 METERS NORTH OF AN EAST AND WEST FENCE.
 BJ2667'JUST NORTH OF SMALL PROTECTION LEVEE RUNNING ALONG ROAD AND 4 METERS
 BJ2667'WEST OF SMALL DRAINAGE DITCH RUNNING NORTH AND SOUTH ACROSS FIELD.
 BJ2667'NOTE-- P.B.M. IS ABOUT 500 FEET LANDSIDE (EAST OF STATION 1766+00 OF
 BJ2667'LEVEE MARKER SURVEY OF 1934-35.  ABOUT 85 FEET BELOW LEVEE MARKER 35.
 BJ2667
 BJ2667                          STATION RECOVERY (1936)
 BJ2667
 BJ2667'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ2667'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2666 ***********************************************************************
 BJ2666  DESIGNATION -  SHUSTER CAP
 BJ2666  PID         -  BJ2666
 BJ2666  STATE/COUNTY-  LA/ST LANDRY
 BJ2666  USGS QUAD   -  MELVILLE (1994)
 BJ2666
 BJ2666                         *CURRENT SURVEY CONTROL
 BJ2666  ___________________________________________________________________
 BJ2666* NAD 83(1986)-  30 41 55.     (N)    091 44 17.     (W)     SCALED    
 BJ2666* NAVD 88     -        12.13   (+/-2cm)      39.8    (feet)  VERTCON   
 BJ2666  ___________________________________________________________________
 BJ2666  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2666
 BJ2666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2666
 BJ2666.The horizontal coordinates were scaled from a topographic map and have
 BJ2666.an estimated accuracy of +/- 6 seconds.
 BJ2666
 BJ2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2666.The vertical order pertains to the NGVD 29 superseded value.
 BJ2666
 BJ2666.The geoid height was determined by GEOID03.
 BJ2666
 BJ2666;                    North         East    Units  Estimated Accuracy
 BJ2666;SPC LA S     -   243,780.      961,230.      MT  (+/- 180 meters Scaled)
 BJ2666
 BJ2666                          SUPERSEDED SURVEY CONTROL
 BJ2666
 BJ2666  NGVD 29 (??/??/??)   12.133  (m)           39.81   (f) ADJUSTED    2 0
 BJ2666
 BJ2666.Superseded values are not recommended for survey control.
 BJ2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2666.See file dsdata.txt to determine how the superseded data were derived.
 BJ2666
 BJ2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP208968(NAD 83)
 BJ2666_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2666_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2666_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2666
 BJ2666  HISTORY     - Date     Condition        Report By
 BJ2666  HISTORY     - UNK      MONUMENTED       DOD
 BJ2666  HISTORY     - 1929     GOOD             DOD
 BJ2666  HISTORY     - 1936     POOR             LAGS
 BJ2666
 BJ2666                          STATION DESCRIPTION
 BJ2666
 BJ2666'DESCRIBED BY US DEPARTMENT OF DEFENSE 1929
 BJ2666'IN MELVILLE.
 BJ2666'P.B.M. IS TILE AND PIPE IN MELVILLE, LA., ABOUT 0.5 MILE ABOVE THE
 BJ2666'TEXAS AND PACIFIC RAILWAY BRIDGE.  150 METERS BACK OF ANGLE IN LEVEE.
 BJ2666'3 METERS WEST OF A LONE 18-INCH SYCAMORE TREE, STANDING IN OPEN FIELD
 BJ2666'OF OSCAR C. DELAUNE.  IT IS 23 METERS NORTH OF AN EAST AND WEST FENCE.
 BJ2666'JUST NORTH OF SMALL PROTECTION LEVEE RUNNING ALONG ROAD AND 4 METERS
 BJ2666'WEST OF SMALL DRAINAGE DITCH RUNNING NORTH AND SOUTH ACROSS FIELD.
 BJ2666'NOTE-- P.B.M. IS ABOUT 500 FEET LANDSIDE (EAST OF STATION 1766+00 OF
 BJ2666'LEVEE MARKER SURVEY OF 1934-35.  ABOUT 85 FEET BELOW LEVEE MARKER 35.
 BJ2666
 BJ2666                          STATION RECOVERY (1936)
 BJ2666
 BJ2666'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ2666'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0207 ***********************************************************************
 BJ0207  DESIGNATION -  SHUSTER RESET
 BJ0207  PID         -  BJ0207
 BJ0207  STATE/COUNTY-  LA/ST LANDRY
 BJ0207  USGS QUAD   -  MELVILLE (1994)
 BJ0207
 BJ0207                         *CURRENT SURVEY CONTROL
 BJ0207  ___________________________________________________________________
 BJ0207* NAD 83(1986)-  30 41 55.     (N)    091 44 19.     (W)     SCALED    
 BJ0207* NAVD 88     -         9.262  (meters)      30.39   (feet)  ADJUSTED  
 BJ0207  ___________________________________________________________________
 BJ0207  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0207  DYNAMIC HT  -           9.250 (meters)      30.35  (feet)  COMP
 BJ0207  MODELED GRAV-     979,359.5   (mgal)                       NAVD 88
 BJ0207
 BJ0207  VERT ORDER  -  FIRST     CLASS I
 BJ0207
 BJ0207.The horizontal coordinates were scaled from a topographic map and have
 BJ0207.an estimated accuracy of +/- 6 seconds.
 BJ0207
 BJ0207.The orthometric height was determined by differential leveling
 BJ0207.and adjusted by the National Geodetic Survey in February 1994..
 BJ0207
 BJ0207.The geoid height was determined by GEOID03.
 BJ0207
 BJ0207.The dynamic height is computed by dividing the NAVD 88
 BJ0207.geopotential number by the normal gravity value computed on the
 BJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0207.degrees latitude (g = 980.6199 gals.).
 BJ0207
 BJ0207.The modeled gravity was interpolated from observed gravity values.
 BJ0207
 BJ0207;                    North         East    Units  Estimated Accuracy
 BJ0207;SPC LA S     -   243,780.      961,170.      MT  (+/- 180 meters Scaled)
 BJ0207
 BJ0207                          SUPERSEDED SURVEY CONTROL
 BJ0207
 BJ0207  NAVD 88 (06/15/91)    9.302  (m)           30.52   (f) UNKNOWN     1 1
 BJ0207  NGVD 29 (??/??/??)    9.266  (m)           30.40   (f) ADJUSTED    1 1
 BJ0207
 BJ0207.Superseded values are not recommended for survey control.
 BJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0207.See file dsdata.txt to determine how the superseded data were derived.
 BJ0207
 BJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP208968(NAD 83)
 BJ0207_MARKER: DB = BENCH MARK DISK
 BJ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0207_STAMPING: PBM SHUSTER USE RESET 1960
 BJ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0207+STABILITY: SURFACE MOTION
 BJ0207
 BJ0207  HISTORY     - Date     Condition        Report By
 BJ0207  HISTORY     - 1960     MONUMENTED       CGS
 BJ0207  HISTORY     - 1966     GOOD             CGS
 BJ0207  HISTORY     - 1976     GOOD             NGS
 BJ0207  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 BJ0207
 BJ0207                          STATION DESCRIPTION
 BJ0207
 BJ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0207'0.8 MI NE FROM MELVILLE.
 BJ0207'ABOUT 0.2 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ0207'STATION AT MELVILLE TO THE WEST END OF THE RAILROAD BRIDGE OVER THE
 BJ0207'ATCHAFALAYA RIVER, THENCE 0.6 MILE NORTH ALONG A DIRT LEVEE, IN THE
 BJ0207'SOUTHEAST CORNER OF A HOUSING PROJECT, 250 FEET WEST OF THE CENTER
 BJ0207'LINE OF THE TOP OF THE LEVEE, 200 FEET WEST OF THE CENTER LINE OF A
 BJ0207'GRAVELED ROAD, 220 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD
 BJ0207'FRAME CHURCH, 33.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 BJ0207'HOUSE, 32 FEET NORTH OF THE CENTER LINE OF 4TH STREET, 11.0 FEET
 BJ0207'NORTHWEST OF A 14-INCH HACKBERRY TREE, 7.8 FEET NORTH OF A FENCE
 BJ0207'CORNER POST, 1 FOOT WEST OF A FENCE, 1.3 FEET NORTH OF A METAL WITNESS
 BJ0207'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 BJ0207'A CONCRETE POST PROJECTING 3 INCHES.
 BJ0207
 BJ0207                          STATION RECOVERY (1976)
 BJ0207
 BJ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0207'SET IN SOUTHEAST CORNER OF A HOUSING PROJECT, 135 YARDS EAST OF THE
 BJ0207'INTERSECTION OF STATE HIGHWAY 105 AND 4TH STREET, 34 FT NORTH OF THE
 BJ0207'CENTER LINE OF 4TH STREET, 32.8 FT SOUTHEAST OF THE SOUTHEAST CORNER
 BJ0207'OF A BRICK DUPLEX, 0.8 FT WEST OF A FENCE.
 BJ0207
 BJ0207                          STATION RECOVERY (2005)
 BJ0207
 BJ0207'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0207'MARK NOT FOUND. DRIVEWAY SEEMS TO COVER MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3510 ***********************************************************************
 CQ3510  SACS        -  This is a Secondary Airport Control Station.
 CQ3510  DESIGNATION -  SHV AP STA A2
 CQ3510  PID         -  CQ3510
 CQ3510  STATE/COUNTY-  LA/CADDO
 CQ3510  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3510
 CQ3510                         *CURRENT SURVEY CONTROL
 CQ3510  ___________________________________________________________________
 CQ3510* NAD 83(1992)-  32 27 12.90056(N)    093 50 07.01865(W)     ADJUSTED  
 CQ3510* NAVD 88     -        77.43   (+/-2cm)     254.0    (feet)  VERTCON   
 CQ3510  ___________________________________________________________________
 CQ3510  X           -    -360,346.145 (meters)                     COMP
 CQ3510  Y           -  -5,375,214.133 (meters)                     COMP
 CQ3510  Z           -   3,403,008.444 (meters)                     COMP
 CQ3510  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CQ3510  ELLIP HEIGHT-          51.51  (meters)          (02/14/02) GPS OBS
 CQ3510  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3510
 CQ3510  HORZ ORDER  -  FIRST
 CQ3510  VERT ORDER  -  THIRD ? (See Below)
 CQ3510  ELLP ORDER  -  FIFTH     CLASS II
 CQ3510
 CQ3510.This mark is at Shreveport Regional Airport (SHV)
 CQ3510
 CQ3510.The horizontal coordinates were established by GPS observations
 CQ3510.and adjusted by the National Geodetic Survey in February 1996..
 CQ3510
 CQ3510.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3510
 CQ3510.GPS derived orthometric heights for airport stations designated as
 CQ3510.PACS or SACS are published to 2 decimal places.  This maintains
 CQ3510.centimeter relative accuracy between the PACS and SACS.  It does
 CQ3510.not indicate centimeter accuracy relative to other marks which are
 CQ3510.part of the NAVD 88 network.
 CQ3510.The vertical order pertains to the NGVD 29 superseded value.
 CQ3510
 CQ3510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3510
 CQ3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3510
 CQ3510.The ellipsoidal height was determined by GPS observations
 CQ3510.and is referenced to NAD 83.
 CQ3510
 CQ3510.The geoid height was determined by GEOID03.
 CQ3510
 CQ3510;                    North         East     Units Scale Factor Converg.
 CQ3510;SPC LA N     -   217,380.662   874,458.426   MT  0.99995835   -0 42 21.5
 CQ3510;SPC LA N     -   713,189.72  2,868,952.35   sFT  0.99995835   -0 42 21.5
 CQ3510;UTM  15      - 3,591,020.900   421,492.746   MT  0.99967600   -0 26 53.7
 CQ3510
 CQ3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3510!SPC LA N     -   0.99999191  x   0.99995835  =   0.99995026
 CQ3510!UTM  15      -   0.99999191  x   0.99967600  =   0.99966792
 CQ3510
 CQ3510                          SUPERSEDED SURVEY CONTROL
 CQ3510
 CQ3510  NAD 83(1992)-  32 27 12.90056(N)    093 50 07.01862(W) AD(       ) 1
 CQ3510  ELLIP H (09/16/94)   51.62   (m)                       GP(       ) 4 2
 CQ3510  NGVD 29 (09/16/94)   77.50   (m)          254.3    (f) LEVELING    3  
 CQ3510
 CQ3510.Superseded values are not recommended for survey control.
 CQ3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3510.See file dsdata.txt to determine how the superseded data were derived.
 CQ3510
 CQ3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2149391021(NAD 83)
 CQ3510_MARKER: DT = TOPOGRAPHIC STATION DISK
 CQ3510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3510_SP_SET: CONCRETE POST
 CQ3510_STAMPING: AP 1964 STA A2
 CQ3510_MARK LOGO: CGS   
 CQ3510_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3510+STABILITY: SURFACE MOTION
 CQ3510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3510+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1993
 CQ3510
 CQ3510  HISTORY     - Date     Condition        Report By
 CQ3510  HISTORY     - 1964     MONUMENTED       CGS
 CQ3510  HISTORY     - 19930107 GOOD
 CQ3510  HISTORY     - 19940615 GOOD             NGS
 CQ3510  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CQ3510
 CQ3510                          STATION DESCRIPTION
 CQ3510
 CQ3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CQ3510'STATION IS LOCATED ON THE SHREVEPORT REGIONAL AIRPORT WHICH IS LOCATED
 CQ3510'WEST OF THE CITY OF SHREVEPORT, LA SOUTHEAST OF THE JUNCTION OF
 CQ3510'INTERSTATE HIGHWAYS 20 AND 220.
 CQ3510'TO REACH FROM THE TERMINAL RAMP AT THE AIRPORT PROCEED NORTH ON THE
 CQ3510'NORTH SOUTH TAXIWAY RUNNING PARALLEL TO RUNWAY 14/32 TO RUNWAY END
 CQ3510'14.  CROSS RUNWAY AT END TO STATION ON RANGE WITH THE END OF THE
 CQ3510'RUNWAY.
 CQ3510'IT IS 154.8 FT (47.2 M) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY,
 CQ3510'115.7 FT (35.3 M) SOUTH OF THE WEST CORNER OF A PAVED SURFACE
 CQ3510'OUTBOARD OF THE RUNWAY END, 15.4 FT (4.7 M) SOUTH OF THE MOST
 CQ3510'SOUTHERLY RED AND GREEN LIGHT (THRESHOLD LIGHT) AND 8.8 FT (2.7 M)
 CQ3510'SOUTHWEST OF THE SOUTH CORNER OF A NARROW STRIP OF CONCRETE PAVING
 CQ3510'WHICH RUNS ACROSS THE RUNWAY END AND IS PERPENDICULAR TO THE RUNWAY
 CQ3510'CENTERLINE.
 CQ3510'STATION IS 0.5 FT (15.2 CM) BELOW SURFACE.
 CQ3510
 CQ3510                          STATION RECOVERY (1993)
 CQ3510
 CQ3510'RECOVERED 1993
 CQ3510'RECOVERED IN GOOD CONDITION.
 CQ3510
 CQ3510                          STATION RECOVERY (1994)
 CQ3510
 CQ3510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CQ3510'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE AIRPORT NEAR
 CQ3510'RUNWAY END 14.  IT IS 154.8 FT (47.2 M) SOUTHWEST OF THE CENTERLINE
 CQ3510'END OF RWY 14, AND ON RANGE WITH THE END.  IT IS 115.7 FT (35.3 M)
 CQ3510'SOUTH OF THE WEST CORNER OF THE BLAST PAD, 45.6 FT (13.9 M) SOUTHWEST
 CQ3510'OF THE OUTBOARD THRESHOLD LIGHT, 15.4 FT (4.7 M) SOUTH OF THE OUTBOARD
 CQ3510'LIGHT ON THE ILS THRESHOLD LIGHT BAR, AND 8.8 FT (2.7 M) SOUTHWEST OF
 CQ3510'THE SOUTH CORNER OF AN ABANDONED CONCRETE ILS THRESHOLD LIGHT BAR.  IT
 CQ3510'IS A STANDARD CGS TOPOGRAPHIC DISK STAMPED AP 1964 STA A2, AND SET IN
 CQ3510'AN 8 INCH SQUARE CONCRETE POST 12 INCHES BELOW GROUND LEVEL.
 CQ3510
 CQ3510                          STATION RECOVERY (2001)
 CQ3510
 CQ3510'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ3510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3511 ***********************************************************************
 CQ3511  SACS        -  This is a Secondary Airport Control Station.
 CQ3511  DESIGNATION -  SHV AP STA B2
 CQ3511  PID         -  CQ3511
 CQ3511  STATE/COUNTY-  LA/CADDO
 CQ3511  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ3511
 CQ3511                         *CURRENT SURVEY CONTROL
 CQ3511  ___________________________________________________________________
 CQ3511* NAD 83(1992)-  32 26 15.42348(N)    093 49 15.41204(W)     ADJUSTED  
 CQ3511* NAVD 88     -        65.47   (+/-2cm)     214.8    (feet)  VERTCON   
 CQ3511  ___________________________________________________________________
 CQ3511  X           -    -359,063.904 (meters)                     COMP
 CQ3511  Y           -  -5,376,241.832 (meters)                     COMP
 CQ3511  Z           -   3,401,507.866 (meters)                     COMP
 CQ3511  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CQ3511  ELLIP HEIGHT-          39.55  (meters)          (02/14/02) GPS OBS
 CQ3511  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3511
 CQ3511  HORZ ORDER  -  FIRST
 CQ3511  VERT ORDER  -  THIRD ? (See Below)
 CQ3511  ELLP ORDER  -  FIFTH     CLASS II
 CQ3511
 CQ3511.This mark is at Shreveport Regional Airport (SHV)
 CQ3511
 CQ3511.The horizontal coordinates were established by GPS observations
 CQ3511.and adjusted by the National Geodetic Survey in February 1996..
 CQ3511
 CQ3511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3511
 CQ3511.GPS derived orthometric heights for airport stations designated as
 CQ3511.PACS or SACS are published to 2 decimal places.  This maintains
 CQ3511.centimeter relative accuracy between the PACS and SACS.  It does
 CQ3511.not indicate centimeter accuracy relative to other marks which are
 CQ3511.part of the NAVD 88 network.
 CQ3511.The vertical order pertains to the NGVD 29 superseded value.
 CQ3511
 CQ3511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3511
 CQ3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3511
 CQ3511.The ellipsoidal height was determined by GPS observations
 CQ3511.and is referenced to NAD 83.
 CQ3511
 CQ3511.The geoid height was determined by GEOID03.
 CQ3511
 CQ3511;                    North         East     Units Scale Factor Converg.
 CQ3511;SPC LA N     -   215,593.825   875,784.553   MT  0.99995579   -0 41 54.2
 CQ3511;SPC LA N     -   707,327.41  2,873,303.15   sFT  0.99995579   -0 41 54.2
 CQ3511;UTM  15      - 3,589,240.552   422,826.525   MT  0.99967344   -0 26 25.3
 CQ3511
 CQ3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3511!SPC LA N     -   0.99999379  x   0.99995579  =   0.99994958
 CQ3511!UTM  15      -   0.99999379  x   0.99967344  =   0.99966723
 CQ3511
 CQ3511                          SUPERSEDED SURVEY CONTROL
 CQ3511
 CQ3511  NAD 83(1992)-  32 26 15.42348(N)    093 49 15.41200(W) AD(       ) 1
 CQ3511  ELLIP H (09/16/94)   39.67   (m)                       GP(       ) 4 2
 CQ3511  NGVD 29 (09/16/94)   65.54   (m)          215.0    (f) LEVELING    3  
 CQ3511
 CQ3511.Superseded values are not recommended for survey control.
 CQ3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3511.See file dsdata.txt to determine how the superseded data were derived.
 CQ3511
 CQ3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2282789241(NAD 83)
 CQ3511_MARKER: DT = TOPOGRAPHIC STATION DISK
 CQ3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3511_SP_SET: CONCRETE POST
 CQ3511_STAMPING: AP 1964 STA B2
 CQ3511_MARK LOGO: CGS   
 CQ3511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3511+STABILITY: SURFACE MOTION
 CQ3511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3511+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1993
 CQ3511
 CQ3511  HISTORY     - Date     Condition        Report By
 CQ3511  HISTORY     - 1964     MONUMENTED       CGS
 CQ3511  HISTORY     - 19930108 GOOD
 CQ3511  HISTORY     - 19940615 GOOD             NGS
 CQ3511  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CQ3511
 CQ3511                          STATION DESCRIPTION
 CQ3511
 CQ3511'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CQ3511'STATION IS LOCATED ON THE SHREVEPORT REGIONAL AIRPORT WHICH IS IN THE
 CQ3511'WEST SECTION OF THE CITY OF SHREVEPORT JUST EAST OF THE JUNCTION OF
 CQ3511'INTERSTATE HIGHWAYS 20 AND 220.
 CQ3511'FROM THE TERMINAL RAMP PROCEED SOUTH ON THE TAXIWAY RUNNING PARALLEL
 CQ3511'TO RUNWAY 14/32, CROSS RUNWAY 5/23 AND CONTINUE TO THE SECOND TAXIWAY
 CQ3511'NORTH OF THE SOUTH END OF RUNWAY 32.  CROSS THE RUNWAY TO THE STATION
 CQ3511'ON RANGE WITH A SEAM INDICATING THE OLD END OF THE RUNWAY.
 CQ3511'IT IS ABOUT 1050 FT (320.0 M) NORTHWEST OF RUNWAY END 32, 175.5 FT
 CQ3511'(53.5 M) SOUTHEAST OF A WHITE LIGHT (LABELLED 39) AT THE WEST EDGE OF
 CQ3511'THE RUNWAY, 155.2 FT (47.3 M) NORTHEAST OF THE SOUTHEAST CORNER OF AN
 CQ3511'ELECTRICAL JUNCTION BOX ON A CONCRETE SLAB, 51.8 FT (15.8 M)
 CQ3511'NORTHWEST OF THE WHITE LIGHT CLOSEST TO THE PAVEMENT SEAM MENTIONED
 CQ3511'ABOVE AND 24.6 FT (7.5 M) NORTHWEST OF THE CENTER OF A CIRCULAR METAL
 CQ3511'PLATE IN THE CENTER OF AN ABANDONED CONCRETE BASE.
 CQ3511
 CQ3511                          STATION RECOVERY (1993)
 CQ3511
 CQ3511'RECOVERED 1993
 CQ3511'RECOVERED IN GOOD CONDITION.
 CQ3511
 CQ3511                          STATION RECOVERY (1994)
 CQ3511
 CQ3511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CQ3511'THE STATION IS LOCATED IN THE GRASS AREA SOUTHWEST OF RUNWAY 14/32
 CQ3511'ABOUT 1,050 FT NORTHWEST OF THE 32 END, 175.5 FT (53.5 M) SOUTHEAST OF
 CQ3511'THE 7TH RUNWAY LIGHT (H 39), 155.2 FT (47.3 M) SOUTHWEST OF THE CENTER
 CQ3511'OF THE RUNWAY, 132.6 FT (40.4 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 CQ3511'A 2.8 FOOT (0.9 M) SQUARE CONCRETE BASE OF AN ELECTRICAL JUNCTION BOX,
 CQ3511'51.8 FT (15.8 M) NORTHWEST OF THE 6TH RUNWAY LIGHT, 24.6 FT (7.5 M)
 CQ3511'NORTHWEST OF THE CENTER OF A CIRCULAR METAL PLATE IN THE CENTER OF A 4
 CQ3511'FOOT (1.2 M) SQUARE CONCRETE BASE OF AN ABANDONED REIL.  THE MARK IS A
 CQ3511'STANDARD CGS TOPOGRAPHIC STATION DISK, STAMPED AP 1964 STA B-2, SET IN
 CQ3511'THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 CQ3511'SURFACE OF THE GROUND.
 CQ3511
 CQ3511                          STATION RECOVERY (2001)
 CQ3511
 CQ3511'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CQ3511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0331 ***********************************************************************
 CQ0331  DESIGNATION -  SIBLEY
 CQ0331  PID         -  CQ0331
 CQ0331  STATE/COUNTY-  LA/LINCOLN
 CQ0331  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0331
 CQ0331                         *CURRENT SURVEY CONTROL
 CQ0331  ___________________________________________________________________
 CQ0331* NAD 83(1992)-  32 34 47.19092(N)    092 28 32.47827(W)     ADJUSTED  
 CQ0331* NAVD 88     -        81.45   (+/-2cm)     267.2    (feet)  VERTCON   
 CQ0331  ___________________________________________________________________
 CQ0331  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CQ0331  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0331
 CQ0331  HORZ ORDER  -  FIRST
 CQ0331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0331
 CQ0331.The horizontal coordinates were established by classical geodetic methods
 CQ0331.and adjusted by the National Geodetic Survey in January 1993..
 CQ0331
 CQ0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0331.The vertical order pertains to the NGVD 29 superseded value.
 CQ0331
 CQ0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0331
 CQ0331.The geoid height was determined by GEOID03.
 CQ0331
 CQ0331;                    North         East     Units Scale Factor Converg.
 CQ0331;SPC LA N     -   230,601.204 1,002,282.663   MT  0.99998134   +0 00 46.3
 CQ0331;SPC LA N     -   756,564.12  3,288,322.37   sFT  0.99998134   +0 00 46.3
 CQ0331;UTM  15      - 3,604,823.600   549,210.158   MT  0.99962986   +0 16 56.4
 CQ0331
 CQ0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0331!SPC LA N     -   0.99999126  x   0.99998134  =   0.99997260
 CQ0331!UTM  15      -   0.99999126  x   0.99962986  =   0.99962113
 CQ0331
 CQ0331:                Primary Azimuth Mark                     Grid Az
 CQ0331:SPC LA N     -  D ARBONNE LOT LFC                        012 32 15.1
 CQ0331:UTM  15      -  D ARBONNE LOT LFC                        012 16 05.0
 CQ0331
 CQ0331|---------------------------------------------------------------------|
 CQ0331| PID    Reference Object                     Distance      Geod. Az  |
 CQ0331|                                                           dddmmss.s |
 CQ0331| CQ2707 D ARBONNE LOT LFC                   APPROX.12.8 KM 0123301.4 |
 CQ0331| CQ2703 31B009 LADH 1966                    APPROX. 0.6 KM 1650708.1 |
 CQ0331| CQ0330 SIBLEY RM 1                          33.680 METERS 17539     |
 CQ0331| CQ0329 SIBLEY RM 2                         153.620 METERS 27118     |
 CQ0331| CQ0332 SIBLEY RM 3                          24.238 METERS 30123     |
 CQ0331|---------------------------------------------------------------------|
 CQ0331
 CQ0331                          SUPERSEDED SURVEY CONTROL
 CQ0331
 CQ0331  NAD 83(1986)-  32 34 47.20389(N)    092 28 32.46954(W) AD(       ) 1
 CQ0331  NAD 27      -  32 34 46.67400(N)    092 28 31.95300(W) AD(       ) 1
 CQ0331  NGVD 29 (??/??/??)   81.521  (m)          267.46   (f) ADJUSTED    2 0
 CQ0331
 CQ0331.Superseded values are not recommended for survey control.
 CQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0331.See file dsdata.txt to determine how the superseded data were derived.
 CQ0331
 CQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4921004824(NAD 83)
 CQ0331_MARKER: DS = TRIANGULATION STATION DISK
 CQ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0331_STAMPING: SIBLEY 1931
 CQ0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0331
 CQ0331  HISTORY     - Date     Condition        Report By
 CQ0331  HISTORY     - 1931     MONUMENTED       CGS
 CQ0331  HISTORY     - 1934     GOOD             LAGS
 CQ0331  HISTORY     - 1952     GOOD             CGS
 CQ0331  HISTORY     - 1966     GOOD             CGS
 CQ0331  HISTORY     - 1968     GOOD             CGS
 CQ0331  HISTORY     - 1968     GOOD             LADH
 CQ0331  HISTORY     - 1984     GOOD             LOCENG
 CQ0331
 CQ0331                          STATION DESCRIPTION
 CQ0331
 CQ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ0331'STATION IS ABOUT 10 MILES NE OF RUSTON, 4-1/2 MILES NE OF
 CQ0331'CHOUDRANT, AND 0.6 MILE W OF SIBLEY CROSSROADS, ON LAND
 CQ0331'OWNED BY E.M. DAVIS, IN PASTURE ON S EDGE OF PINE GROVE,
 CQ0331'ABOUT 100 METERS (328 FEET) N OF THE RUSTON-SIBLEY GRAVEL
 CQ0331'ROAD, 4 METERS (13 FEET) N OF WIRE FENCE AND GARDEN, 7.7
 CQ0331'METERS (25 FEET) E OF A 20-INCH GUM TREE (ONLY ONE IN VICINITY)
 CQ0331'AND 18.7 METERS (61 FEET) ENE OF NE CORNER OF OLD SHED.
 CQ0331'
 CQ0331'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ0331'DISKS SET IN CONCRETE.
 CQ0331'
 CQ0331'REFERENCE MARK NO. 1 IS 1 FOOT SW OF SW CORNER OF GARDEN
 CQ0331'FENCE, AND 35.54 METERS (116.6 FEET) FROM STATION BEARING
 CQ0331'S 4 DEG 21 MIN 16 SEC W.
 CQ0331'
 CQ0331'REFERENCE MARK NO. 2 IS NEAR THE NE CORNER OF GARDEN FENCE,
 CQ0331'30 METERS (98 FEET) N OF BARN, 50 METERS (164 FEET) NE OF
 CQ0331'FARMHOUSE AND 150 METERS (492 FEET) FROM STATION BEARING
 CQ0331'N 88 DEG 42 MIN 16 SEC W.
 CQ0331
 CQ0331                          STATION RECOVERY (1934)
 CQ0331
 CQ0331'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 CQ0331'STATION RECOVERED AS DESCRIBED, EXCEPT--STATION IS 67 FEET
 CQ0331'W OF THE DAVIS N-S PROPERTY LINE AT A POINT 614 FEET N ALONG
 CQ0331'THIS LINE FROM THE CENTER LINE OF STATE HIGHWAY 796.
 CQ0331
 CQ0331                          STATION RECOVERY (1952)
 CQ0331
 CQ0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ0331'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 CQ0331'CONDITION.  A DIFFERENCE IN THE DISTANCES TO THE REFERENCE
 CQ0331'MARKS WAS NOTED.  A NEW DESCRIPTION FOLLOWS.
 CQ0331'
 CQ0331'THE STATION IS 10 MILES NORTHEAST OF RUSTON, 4-1/2 MILES
 CQ0331'NORTH OF CHOUDRANT, 0.6 MILE WEST OF THE SMALL SETTLEMENT
 CQ0331'OF SIBLEY, 328 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 CQ0331'67.5 FEET WEST OF A WIRE FENCE, 25 FEET EAST OF A 2-FOOT
 CQ0331'SWEET-GUM TREE, AND ON LAND OWNED BY E.M. DAVIS.
 CQ0331'
 CQ0331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CQ0331'AND STATE HIGHWAY 226 IN CHOUDRANT, GO NORTHEASTERLY ON
 CQ0331'STATE HIGHWAY 226 FOR 4.5 MILES TO A CROSS ROAD AT THE SMALL
 CQ0331'SETTLEMENT OF SIBLEY, TURN LEFT (WESTERLY) ON THE MAIN GRAVELED
 CQ0331'ROAD FOR 0.65 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CQ0331'
 CQ0331'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ0331'SIBLEY 1931.
 CQ0331'
 CQ0331'REFERENCE MARK 1 IS 45 FEET WEST OF A WIRE FENCE.  THE MARK
 CQ0331'PROJECTS 2 INCHES AND THE DISK IS STAMPED SIBLEY NO 1 1931.
 CQ0331'
 CQ0331'REFERENCE MARK 2 IS 164 FEET NORTHEAST OF THE NORTHEAST
 CQ0331'CORNER OF THE DAVIS HOME, 98 FEET NORTH OF THE NORTHEAST
 CQ0331'CORNER OF A BARN, AND 1 FOOT EAST OF A WIRE FENCE.  THE
 CQ0331'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SIBLEY NO 2
 CQ0331'1931.
 CQ0331'
 CQ0331'REFERENCE MARK 3 IS 19 FEET SOUTHWEST OF A 26-INCH SWEET-GUM
 CQ0331'TREE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ0331'SIBLEY NO 3 1931.
 CQ0331'
 CQ0331'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 26 METERS.
 CQ0331
 CQ0331                          STATION RECOVERY (1966)
 CQ0331
 CQ0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ0331'THE STATION AND THREE REFERENCE MARKS WERE FOUND IN GOOD
 CQ0331'CONDITION.
 CQ0331'
 CQ0331'THE STATION IS ABOUT 10 MILES NORTHEAST OF RUSTON, LOUISIANA,
 CQ0331'3.90 MILES NORTH OF THE CHOUDRANT OVERPASS AND INTERCHANGE
 CQ0331'ON INTERSTATE 20, 0.6 MILE WEST OF THE COMMUNITY OF SIBLEY,
 CQ0331'328 FEET NORTH OF THE CENTER OF PARISH ROAD 821, 67.5 FEET
 CQ0331'WEST OF A WIRE FENCE, AND ON LAND OWNED BY E.M. DAVIS.
 CQ0331'
 CQ0331'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A SQUARE
 CQ0331'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE
 CQ0331'OF THE GROUND.  STATION IS STAMPED SIBLEY, 1931.
 CQ0331'
 CQ0331'TO REACH THIS STATION FROM THE CHOUDRANT OVERPASS AND INTERCHANGE
 CQ0331'ON INTERSTATE 20 AND LA. HIGHWAY 145, GO NORTHEAST ALONG
 CQ0331'LA. HIGHWAY 145 FOR 3.90 MILES TO A CROSS ROAD AT THE COMMUNITY
 CQ0331'OF SIBLEY ON LA. 141 AND PARISH ROAD 821, THENCE WEST ALONG
 CQ0331'PARISH ROAD 821 FOR 0.65 MILE TO STATION SET NORTH OF ROAD.
 CQ0331'
 CQ0331'REFERENCE MARK NO. 1 IS 45 FEET WEST OF A WIRE FENCE.  STATION
 CQ0331'IS STAMPED SIBLEY NO. 1, 1931.
 CQ0331'
 CQ0331'REFERENCE MARK NO. 2 IS 164 FEET NORTHEAST OF THE NORTHEAST
 CQ0331'CORNER OF THE DAVIS HOME, 98 FEET NORTH OF THE NORTHEAST
 CQ0331'CORNER OF A BARN, 1 FOOT EAST OF A WIRE FENCE.  THE MARKER
 CQ0331'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION
 CQ0331'IS STAMPED SIBLEY NO. 2, 1931.
 CQ0331'
 CQ0331'REFERENCE MARK NO. 3 IS IN A GROVE OF PINE AND GUM TREES.
 CQ0331'MARKER IS STAMPED SIBLEY NO. 3, 1931.
 CQ0331'
 CQ0331'NOTE--REFERENCE MARK NO. 2 WAS OBSTRUCTED BY A HEAVY STAND
 CQ0331'OF PINE TIMBER WHICH COULD NOT BE CUT.  AN ATTEMPT WAS MADE
 CQ0331'TO OBSERVE BY USING A LONG RANGE POLE, THE RESULTS WERE
 CQ0331'VERY POOR SO THIS PART OF THE NOTES WERE VOID, AS THIS REFERENCE
 CQ0331'MARK WAS OF NO VALUE TO OUR SURVEY.
 CQ0331
 CQ0331                          STATION RECOVERY (1968)
 CQ0331
 CQ0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (VDS)
 CQ0331'THE STATION WAS VISITED 6/6/68 AND THE STATION MARK, REFERENCE MARK,
 CQ0331'NO. 1, NO. 2, NO. 3 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 CQ0331'FOLLOWS--
 CQ0331'
 CQ0331'THE STATION IS LOCATED 11.6 MILES NORTHEAST OF RUSTON AND 0.5 MILES
 CQ0331'WEST OF SIBLEY, LA., IN SECTION 4, T18N, R1W, AND ON PROPERTY OWNED
 CQ0331'BY MR. E. M. DAVIS.  IT IS 328 FEET NORTH OF THE CENTER OF THE
 CQ0331'HIGHWAY, 68 FEET WEST OF A NORTH-SOUTH WIRE FENCE, 26-1/2 FEET
 CQ0331'EAST OF A 6 INCH CEDAR TREE, 12 FEET EAST OF A 6 INCH PINE TREE, AND
 CQ0331'12 FEET SOUTHEAST OF A CLUSTER OF 5 INCH TINGLE TONGUE TREES.
 CQ0331'
 CQ0331'IT IS A STANDARD TRIANGULATION DISK, STAMPED SIBLEY 1931 PROJECTING
 CQ0331'3 INCHES.
 CQ0331'
 CQ0331'REFERENCE MARK NO. 1 IS 110 FEET SOUTH OF THE STATION.  IT IS 60
 CQ0331'FEET NORTHEAST OF AN ABANDONED OUT DOOR TOILET, 57 FEET WEST OF A
 CQ0331'NORTH-SOUTH WIRE FENCE, AND 16 FEET EAST OF A 6 INCH PINE TREE.  IT
 CQ0331'IS A STANDARD DISK STAMPED SIBLEY 1931 NO. 1, PROJECTING 4 INCHES.
 CQ0331'
 CQ0331'REFERENCE MARK NO. 2 IS 492 FEET WEST OF THE STATION.  IT IS 153
 CQ0331'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE DAVIS HOME, 155 FEET
 CQ0331'NORTHEAST OF A WATERWELL AND 235 FEET NORTH OF THE CENTERLINE OF
 CQ0331'THE HIGHWAY.  IT IS A STANDARD REFERENCE MARK DISK STAMPED SIBLEY
 CQ0331'1931 NO. 2 PROJECTING 9 INCHES.
 CQ0331'
 CQ0331'REFERENCE MARK NO. 3 IS 79 FEET NORTHWEST OF THE STATION.  IT IS 10
 CQ0331'FEET NORTHWEST OF AN 8 INCH SWEETGUM TREE, AND 4 FEET WEST OF A 5
 CQ0331'INCH SWEETGUM TREE.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 CQ0331'SIBLEY NO. 3 1952, PROJECTING 2 INCHES.
 CQ0331'
 CQ0331'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE, IN RUSTON,
 CQ0331'GO NORTH ALONG U.S. HIGHWAY 167 FOR 0.3 MILES, THENCE EAST ALONG
 CQ0331'U.S. HIGHWAY 80 MILES THENCE NORTHEAST ALONG STATE HIGHWAY 33 FOR
 CQ0331'3.2 MILES, THENCE EAST ALONG STATE HIGHWAY 821 FOR 7.3 MILES TO
 CQ0331'THE MARK ON THE LEFT.  IT IS 0.5 MILE WEST OF THE SMALL SETTLEMENT
 CQ0331'OF SIBLEY, LOUISIANA.
 CQ0331'
 CQ0331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.6 MILES
 CQ0331'NORTHEAST OF RUSTON.
 CQ0331
 CQ0331                          STATION RECOVERY (1968)
 CQ0331
 CQ0331'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1968
 CQ0331'0.5 MI W FROM SIBLEY.
 CQ0331'LOCATED 0.3 MILE NORTH ALONG U.S. HIGHWAY 167, FROM THE LINCOLN PARISH
 CQ0331'COURTHOUSE IN RUSTON, THENCE ALONG U.S. HIGHWAY 80 FOR 0.8 MILE,
 CQ0331'THENCE 3.2 MILES NORTH ALONG STATE HIGHWAY 33, THENCE 7.3 MILES NORTH
 CQ0331'ALONG STATE HIGHWAY 821.  IT IS 328 FEET NORTH OF THE CENTER OF THE
 CQ0331'HIGHWAY, 68 FEET WEST OF A NORTH-SOUTH WIRE FENCE, 26 1/2 FEET EAST OF
 CQ0331'A 6 INCH CEDAR TREE, 12 FEET EAST OF A 6 INCH PINE TREE, AND 12 FEET
 CQ0331'SOUTHEAST OF A CLUSTER OF 5 INCH TINGLE-TONGUE TREES.
 CQ0331
 CQ0331                          STATION RECOVERY (1984)
 CQ0331
 CQ0331'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (HEG)
 CQ0331'SIBLEY 1931 RECOVERED GOOD.
 CQ0331'
 CQ0331'SIBLEY RM 1 RECOVERED GOOD.
 CQ0331'
 CQ0331'SIBLEY RM 3 RECOVERED GOOD.
 CQ0331'
 CQ0331'SIBLEY RM. 2 INCORRECT.  RM WAS 504.00 WEST OF STATION AND NOT
 CQ0331'NORTH AS INDICATED IN DESCRIPTIONS.
 CQ0331'
 CQ0331'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE WEST OF
 CQ0331'SIBLEY CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3120 ***********************************************************************
 CQ3120  DESIGNATION -  SIBLEY
 CQ3120  PID         -  CQ3120
 CQ3120  STATE/COUNTY-  LA/WEBSTER
 CQ3120  USGS QUAD   -  HEFLIN (1972)
 CQ3120
 CQ3120                         *CURRENT SURVEY CONTROL
 CQ3120  ___________________________________________________________________
 CQ3120* NAD 83(1992)-  32 29 46.11754(N)    093 19 37.48750(W)     ADJUSTED  
 CQ3120* NAVD 88     -        71.0    (meters)     233.     (feet)  VERTCON   
 CQ3120  ___________________________________________________________________
 CQ3120  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CQ3120  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3120
 CQ3120  HORZ ORDER  -  SECOND
 CQ3120
 CQ3120.The horizontal coordinates were established by classical geodetic methods
 CQ3120.and adjusted by the National Geodetic Survey in January 1993..
 CQ3120
 CQ3120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3120
 CQ3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3120
 CQ3120.The geoid height was determined by GEOID03.
 CQ3120
 CQ3120;                    North         East     Units Scale Factor Converg.
 CQ3120;SPC LA N     -   221,623.378   922,273.829   MT  0.99996556   -0 26 14.2
 CQ3120;SPC LA N     -   727,109.37  3,025,826.72   sFT  0.99996556   -0 26 14.2
 CQ3120;UTM  15      - 3,595,478.764   469,273.007   MT  0.99961164   -0 10 32.6
 CQ3120
 CQ3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3120!SPC LA N     -   0.99999291  x   0.99996556  =   0.99995847
 CQ3120!UTM  15      -   0.99999291  x   0.99961164  =   0.99960456
 CQ3120
 CQ3120:                Primary Azimuth Mark                     Grid Az
 CQ3120:SPC LA N     -  MINDEN MUNICIPAL TANK                    017 07 25.2
 CQ3120:UTM  15      -  MINDEN MUNICIPAL TANK                    016 51 43.6
 CQ3120
 CQ3120|---------------------------------------------------------------------|
 CQ3120| PID    Reference Object                     Distance      Geod. Az  |
 CQ3120|                                                           dddmmss.s |
 CQ3120| CQ3041 MINDEN MUNICIPAL TANK               APPROX.14.1 KM 0164111.0 |
 CQ3120| CX6249 SIBLEY RM 1                          23.347 METERS 01651     |
 CQ3120| CX6248 SIBLEY AZ MK                                       0263723.5 |
 CQ3120| CQ3042 SIBLEY MUN TANK                     APPROX. 6.1 KM 0272013.8 |
 CQ3120| CQ3118 HEFLIN PACE BROS LUMBER CO TK       APPROX. 7.3 KM 1253048.2 |
 CQ3120| CQ3119 HEFLIN MUN TANK                     APPROX. 6.9 KM 1260713.1 |
 CQ3120| CX6250 SIBLEY RM 2                          26.013 METERS 30144     |
 CQ3120| CQ3050 DIXIE LA ORDNANCE PLANT TANK 4      APPROX.12.1 KM 3045708.7 |
 CQ3120| CQ3048 DIXIE LA ORDNANCE PLANT TANK 3      APPROX.11.6 KM 3165408.2 |
 CQ3120| CQ3047 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX. 9.5 KM 3181849.3 |
 CQ3120| CQ3052 DIXIE LA ORDNANCE PLANT TANK 5      APPROX. 9.9 KM 3242148.4 |
 CQ3120| CQ3044 DIXIE LA ORDNANCE PLANT WATER TANK  APPROX. 9.7 KM 3280215.5 |
 CQ3120|---------------------------------------------------------------------|
 CQ3120
 CQ3120                          SUPERSEDED SURVEY CONTROL
 CQ3120
 CQ3120  NAD 83(1986)-  32 29 46.13038(N)    093 19 37.47989(W) AD(       ) 2
 CQ3120  NAD 27      -  32 29 45.57993(N)    093 19 36.87328(W) AD(       ) 2
 CQ3120  NGVD 29 (07/19/86)   71.1    (m)          233.     (f) VERT ANG       
 CQ3120
 CQ3120.Superseded values are not recommended for survey control.
 CQ3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3120.See file dsdata.txt to determine how the superseded data were derived.
 CQ3120
 CQ3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6927395479(NAD 83)
 CQ3120_MARKER: DS = TRIANGULATION STATION DISK
 CQ3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3120
 CQ3120  HISTORY     - Date     Condition        Report By
 CQ3120  HISTORY     - 1969     MONUMENTED       CGS
 CQ3120
 CQ3120                          STATION DESCRIPTION
 CQ3120
 CQ3120'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3120'THE STATION IS ABOUT 4 MILES WEST AND 2-1/2 MILES NORTH OF
 CQ3120'HEFLIN, 3 MILES SOUTH AND 1-1/2 MILES WEST OF SIBLEY AND
 CQ3120'1 MILE EAST OF THE EAST EDGE OF LAKE BISTINEAU, ON LAND OWNED
 CQ3120'BY MR. ARCHIE DAVIS.
 CQ3120'
 CQ3120'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CQ3120'164 AND 7 AT SIBLEY, GO SOUTH ON HIGHWAY 7 FOR 2.8 MILES
 CQ3120'TO A SIDE ROAD RIGHT AT A SHELL SERVICE STATION.  TURN RIGHT
 CQ3120'AND GO WESTERLY ON A PAVED ROAD FOR 0.4 MILE TO A FORK.  TAKE THE
 CQ3120'RIGHT FORK AND GO WEST AND SOUTH FOR 1.0 MILE TO THE AZIMUTH
 CQ3120'MARK ON THE LEFT, WHERE THE ROAD CURVES TO THE RIGHT.  CONTINUE
 CQ3120'ON THE PAVED ROAD FOR 0.1 MILE TO A FORK.  CONTINUE ON
 CQ3120'LEFT FORK, PAVED ROAD FOR 0.1 MILE TO A DRIVEWAY AND THE
 CQ3120'STATION ON THE LEFT.
 CQ3120'
 CQ3120'THE STATION MARK IS A STANDARD DISK STAMPED SIBLEY 1969, SET
 CQ3120'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3120'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CQ3120'48.5 FEET EAST-SOUTHEAST OF THE CENTER OF THE PAVED ROAD,
 CQ3120'38 FEET NORTHEAST OF A 20-INCH PINE TREE, 35 FEET NORTHEAST
 CQ3120'OF A 20-INCH TREE AND 5 FEET EAST OF A METAL WITNESS POST.  THE
 CQ3120'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CQ3120'42 INCHES BELOW THE SURFACE OF THE GROUND.
 CQ3120'
 CQ3120'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SIBLEY NO 1 1969,
 CQ3120'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3120'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CQ3120'39 FEET EAST-SOUTHEAST OF THE CENTER OF THE PAVED ROAD.
 CQ3120'
 CQ3120'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SIBLEY NO 2 1969,
 CQ3120'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ3120'THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CQ3120'82 FEET NORTHWEST OF THE 20-INCH PINE TREE AND 38 FEET
 CQ3120'WEST-NORTHWEST OF THE CENTER OF THE PAVED ROAD.
 CQ3120'
 CQ3120'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SIBLEY 1969, SET
 CQ3120'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ3120'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CQ3120'28.5 FEET EAST OF THE CENTER OF THE PAVED ROAD, 17 FEET WEST
 CQ3120'OF THE TIMBER LINE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 CQ3120'
 CQ3120'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3042 ***********************************************************************
 CQ3042  DESIGNATION -  SIBLEY MUN TANK
 CQ3042  PID         -  CQ3042
 CQ3042  STATE/COUNTY-  LA/WEBSTER
 CQ3042  USGS QUAD   -  MINDEN SOUTH (1981)
 CQ3042
 CQ3042                         *CURRENT SURVEY CONTROL
 CQ3042  ___________________________________________________________________
 CQ3042* NAD 83(1992)-  32 32 43.30846(N)    093 17 49.33326(W)     ADJUSTED  
 CQ3042* NAVD 88     -                                                        
 CQ3042  ___________________________________________________________________
 CQ3042  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CQ3042  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ3042
 CQ3042  HORZ ORDER  -  THIRD
 CQ3042
 CQ3042.The horizontal coordinates were established by classical geodetic methods
 CQ3042.and adjusted by the National Geodetic Survey in January 1993..
 CQ3042
 CQ3042
 CQ3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3042
 CQ3042.The geoid height was determined by GEOID03.
 CQ3042
 CQ3042;                    North         East     Units Scale Factor Converg.
 CQ3042;SPC LA N     -   227,060.176   925,137.244   MT  0.99997459   -0 25 17.0
 CQ3042;SPC LA N     -   744,946.59  3,035,221.11   sFT  0.99997459   -0 25 17.0
 CQ3042;UTM  15      - 3,600,926.619   472,110.552   MT  0.99960959   -0 09 35.3
 CQ3042
 CQ3042                          SUPERSEDED SURVEY CONTROL
 CQ3042
 CQ3042  NAD 83(1986)-  32 32 43.32151(N)    093 17 49.32545(W) AD(       ) 4
 CQ3042  NAD 27      -  32 32 42.77371(N)    093 17 48.72181(W) AD(       ) 3
 CQ3042
 CQ3042.Superseded values are not recommended for survey control.
 CQ3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3042.See file dsdata.txt to determine how the superseded data were derived.
 CQ3042
 CQ3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7211100927(NAD 83)
 CQ3042_MARKER: 53 = ELEVATED TANK
 CQ3042
 CQ3042  HISTORY     - Date     Condition        Report By
 CQ3042  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ3042
 CQ3042                          STATION DESCRIPTION
 CQ3042
 CQ3042'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3042'THE STATION IS THE BALL AT THE APEX OF THE TANK.  THE TANK IS
 CQ3042'A FOUR-LEGGED STEEL STRUCTURE, PAINTED BLUE WITH AN OVERALL
 CQ3042'HEIGHT OF 115 FEET.
 CQ3042'
 CQ3042'IT IS LOCATED IN THE NORTH EDGE OF THE SMALL TOWN OF SIBLEY
 CQ3042'ABOUT 150 YARDS WEST OF STATE HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0330 ***********************************************************************
 CQ0330  DESIGNATION -  SIBLEY RM 1
 CQ0330  PID         -  CQ0330
 CQ0330  STATE/COUNTY-  LA/LINCOLN
 CQ0330  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0330
 CQ0330                         *CURRENT SURVEY CONTROL
 CQ0330  ___________________________________________________________________
 CQ0330* NAD 83(1986)-  32 34 47.     (N)    092 28 32.     (W)     SCALED    
 CQ0330* NAVD 88     -        80.87   (+/-2cm)     265.3    (feet)  VERTCON   
 CQ0330  ___________________________________________________________________
 CQ0330  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0330
 CQ0330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0330
 CQ0330.The horizontal coordinates were scaled from a topographic map and have
 CQ0330.an estimated accuracy of +/- 6 seconds.
 CQ0330
 CQ0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0330.The vertical order pertains to the NGVD 29 superseded value.
 CQ0330
 CQ0330.The geoid height was determined by GEOID03.
 CQ0330
 CQ0330;                    North         East    Units  Estimated Accuracy
 CQ0330;SPC LA N     -   230,600.    1,002,300.      MT  (+/- 180 meters Scaled)
 CQ0330
 CQ0330                          SUPERSEDED SURVEY CONTROL
 CQ0330
 CQ0330  NGVD 29 (??/??/??)   80.940  (m)          265.55   (f) ADJUSTED    2 0
 CQ0330
 CQ0330.Superseded values are not recommended for survey control.
 CQ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0330.See file dsdata.txt to determine how the superseded data were derived.
 CQ0330
 CQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS492048(NAD 83)
 CQ0330_MARKER: DR = REFERENCE MARK DISK
 CQ0330_SETTING: 0 = UNSPECIFIED SETTING
 CQ0330_STAMPING: SIBLEY RM 1 1931
 CQ0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0330
 CQ0330  HISTORY     - Date     Condition        Report By
 CQ0330  HISTORY     - 1931     MONUMENTED       CGS
 CQ0330  HISTORY     - 1968     GOOD             LADH
 CQ0330
 CQ0330                          STATION DESCRIPTION
 CQ0330
 CQ0330'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0330'0.5 MI W FROM SIBLEY.
 CQ0330'LOCATED 0.3 MILE NORTH ALONG U.S. HIGHWAY 167, FROM THE LINCOLN PARISH
 CQ0330'COURTHOUSE IN RUSTON, THENCE EAST ALONG U.S. HIGHWAY 80 FOR 0.7 MILE,
 CQ0330'THENCE 3.2 MILES NORTH ALONG STATE HIGHWAY 33, THENCE 7.3 MILES NORTH
 CQ0330'ALONG STATE HIGHWAY 821.  IT IS 110 FEET SOUTH OF TRIANGULATION
 CQ0330'STATION SIBLEY, 60 FEET NORTHEAST OF AN ABANDONED OUT DOOR TOILET, 57
 CQ0330'FEET WEST OF A NORTH-SOUTH WIRE FENCE AND 16 FEET EAST OF A INCH PINE
 CQ0330'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0329 ***********************************************************************
 CQ0329  DESIGNATION -  SIBLEY RM 2
 CQ0329  PID         -  CQ0329
 CQ0329  STATE/COUNTY-  LA/LINCOLN
 CQ0329  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0329
 CQ0329                         *CURRENT SURVEY CONTROL
 CQ0329  ___________________________________________________________________
 CQ0329* NAD 83(1986)-  32 34 48.     (N)    092 28 35.     (W)     SCALED    
 CQ0329* NAVD 88     -        76.34   (+/-2cm)     250.5    (feet)  VERTCON   
 CQ0329  ___________________________________________________________________
 CQ0329  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0329
 CQ0329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0329
 CQ0329.The horizontal coordinates were scaled from a topographic map and have
 CQ0329.an estimated accuracy of +/- 6 seconds.
 CQ0329
 CQ0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0329.The vertical order pertains to the NGVD 29 superseded value.
 CQ0329
 CQ0329.The geoid height was determined by GEOID03.
 CQ0329
 CQ0329;                    North         East    Units  Estimated Accuracy
 CQ0329;SPC LA N     -   230,630.    1,002,220.      MT  (+/- 180 meters Scaled)
 CQ0329
 CQ0329                          SUPERSEDED SURVEY CONTROL
 CQ0329
 CQ0329  NGVD 29 (??/??/??)   76.412  (m)          250.69   (f) ADJUSTED    2 0
 CQ0329
 CQ0329.Superseded values are not recommended for survey control.
 CQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0329.See file dsdata.txt to determine how the superseded data were derived.
 CQ0329
 CQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS491048(NAD 83)
 CQ0329_MARKER: DR = REFERENCE MARK DISK
 CQ0329_SETTING: 0 = UNSPECIFIED SETTING
 CQ0329_STAMPING: SIBLEY RM 2 1931
 CQ0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0329
 CQ0329  HISTORY     - Date     Condition        Report By
 CQ0329  HISTORY     - 1931     MONUMENTED       CGS
 CQ0329  HISTORY     - 1968     GOOD             LADH
 CQ0329
 CQ0329                          STATION DESCRIPTION
 CQ0329
 CQ0329'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0329'0.5 MI W FROM SIBLEY.
 CQ0329'LOCATED 0.3 MILE NORTH ALONG U.S. HIGHWAY 167, FROM THE LINCOLN PARISH
 CQ0329'COURTHOUSE IN RUSTON, THENCE EAST ALONG U.S. HIGHWAY 80 FOR 0.8 MILE,
 CQ0329'THENCE 3.2 MILES NORTH ALONG STATE HIGHWAY 33, THENCE 7.3 MILES NORTH
 CQ0329'ALONG STATE HIGHWAY 821.  IT IS 492 FEET WEST OF TRIANGULATION STATION
 CQ0329'SIBLEY, 153 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE DAVIS HOME,
 CQ0329'155 FEET NORTHEAST OF A WATERWELL AND 235 FEET NORTH OF THE CENTERLINE
 CQ0329'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0332 ***********************************************************************
 CQ0332  DESIGNATION -  SIBLEY RM 3
 CQ0332  PID         -  CQ0332
 CQ0332  STATE/COUNTY-  LA/LINCOLN
 CQ0332  USGS QUAD   -  DOWNSVILLE SOUTH (1994)
 CQ0332
 CQ0332                         *CURRENT SURVEY CONTROL
 CQ0332  ___________________________________________________________________
 CQ0332* NAD 83(1986)-  32 34 50.     (N)    092 28 33.     (W)     SCALED    
 CQ0332* NAVD 88     -        80.91   (+/-2cm)     265.5    (feet)  VERTCON   
 CQ0332  ___________________________________________________________________
 CQ0332  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0332
 CQ0332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0332
 CQ0332.The horizontal coordinates were scaled from a topographic map and have
 CQ0332.an estimated accuracy of +/- 6 seconds.
 CQ0332
 CQ0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0332.The vertical order pertains to the NGVD 29 superseded value.
 CQ0332
 CQ0332.The geoid height was determined by GEOID03.
 CQ0332
 CQ0332;                    North         East    Units  Estimated Accuracy
 CQ0332;SPC LA N     -   230,690.    1,002,270.      MT  (+/- 180 meters Scaled)
 CQ0332
 CQ0332                          SUPERSEDED SURVEY CONTROL
 CQ0332
 CQ0332  NGVD 29 (??/??/??)   80.984  (m)          265.69   (f) ADJUSTED    2 0
 CQ0332
 CQ0332.Superseded values are not recommended for survey control.
 CQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0332.See file dsdata.txt to determine how the superseded data were derived.
 CQ0332
 CQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS491049(NAD 83)
 CQ0332_MARKER: DR = REFERENCE MARK DISK
 CQ0332_SETTING: 0 = UNSPECIFIED SETTING
 CQ0332_STAMPING: SIBLEY RM 3 1931
 CQ0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0332
 CQ0332  HISTORY     - Date     Condition        Report By
 CQ0332  HISTORY     - 1931     MONUMENTED       CGS
 CQ0332  HISTORY     - 1968     GOOD             LADH
 CQ0332
 CQ0332                          STATION DESCRIPTION
 CQ0332
 CQ0332'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0332'0.5 MI W FROM SIBLEY.
 CQ0332'LOCATED 0.3 MILE NORTH ALONG U.S. HIGHWAY 167, FROM THE LINCOLN PARISH
 CQ0332'COURTHOUSE IN RUSTON, THENCE EAST ALONG U.S. HIGHWAY 80 FOR 0.8 MILE,
 CQ0332'THENCE 3.2 MILES NORTH ALONG STATE HIGHWAY 33, THENCE 7.3 MILES NORTH
 CQ0332'ALONG STATE HIGHWAY 821.  IT IS 79 FEET NORTHWEST OF THE STATION. IT
 CQ0332'IS 10 FEET NORTHWEST OF AN 8 INCH SWEETGUM TREE, AND 4 FEET WEST OF A
 CQ0332'5 INCH SWEETGUM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2664 ***********************************************************************
 CQ2664  DESIGNATION -  SICARD
 CQ2664  PID         -  CQ2664
 CQ2664  STATE/COUNTY-  LA/OUACHITA
 CQ2664  USGS QUAD   -  MONROE NORTH (1994)
 CQ2664
 CQ2664                         *CURRENT SURVEY CONTROL
 CQ2664  ___________________________________________________________________
 CQ2664* NAD 83(1992)-  32 31 49.04385(N)    092 00 39.89713(W)     ADJUSTED  
 CQ2664* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 CQ2664  ___________________________________________________________________
 CQ2664  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CQ2664  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2664
 CQ2664  HORZ ORDER  -  FIRST
 CQ2664
 CQ2664.The horizontal coordinates were established by classical geodetic methods
 CQ2664.and adjusted by the National Geodetic Survey in January 1993..
 CQ2664
 CQ2664.The orthometric height was scaled from a topographic map.
 CQ2664
 CQ2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2664
 CQ2664.The geoid height was determined by GEOID03.
 CQ2664
 CQ2664;                    North         East     Units Scale Factor Converg.
 CQ2664;SPC LA N     -   225,216.935 1,045,930.019   MT  0.99997175   +0 15 30.6
 CQ2664;SPC LA N     -   738,899.23  3,431,522.07   sFT  0.99997175   +0 15 30.6
 CQ2664;UTM  15      - 3,599,647.804   592,868.894   MT  0.99970635   +0 31 54.6
 CQ2664
 CQ2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2664!SPC LA N     -   0.99999937  x   0.99997175  =   0.99997112
 CQ2664!UTM  15      -   0.99999937  x   0.99970635  =   0.99970572
 CQ2664
 CQ2664|---------------------------------------------------------------------|
 CQ2664| PID    Reference Object                     Distance      Geod. Az  |
 CQ2664|                                                           dddmmss.s |
 CQ2664| CY5524 SICARD RM 3                          41.681 METERS 13042     |
 CQ2664| CY5522 SICARD RM 1                          33.095 METERS 20727     |
 CQ2664| CY5521 SICARD AZ MK                                       2882737.3 |
 CQ2664| CY5523 SICARD RM 2                                        2934336.9 |
 CQ2664|---------------------------------------------------------------------|
 CQ2664
 CQ2664                          SUPERSEDED SURVEY CONTROL
 CQ2664
 CQ2664  NAD 83(1986)-  32 31 49.05692(N)    092 00 39.88984(W) AD(       ) 1
 CQ2664  NAD 27      -  32 31 48.54400(N)    092 00 39.41600(W) AD(       ) 1
 CQ2664
 CQ2664.Superseded values are not recommended for survey control.
 CQ2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2664.See file dsdata.txt to determine how the superseded data were derived.
 CQ2664
 CQ2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9286999648(NAD 83)
 CQ2664_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CQ2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2664
 CQ2664  HISTORY     - Date     Condition        Report By
 CQ2664  HISTORY     - 1931     MONUMENTED       CGS
 CQ2664  HISTORY     - 1935     GOOD             CGS
 CQ2664  HISTORY     - 1937     SEE DESCRIPTION  CGS
 CQ2664  HISTORY     - 1939     GOOD             CGS
 CQ2664  HISTORY     - 1943     GOOD             CGS
 CQ2664  HISTORY     - 1948     GOOD             CGS
 CQ2664  HISTORY     - 1952     GOOD             CGS
 CQ2664  HISTORY     - 1955     GOOD             CGS
 CQ2664  HISTORY     - 1964     GOOD             CGS
 CQ2664
 CQ2664                          STATION DESCRIPTION
 CQ2664
 CQ2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2664'ABOUT 7 MILES NE OF MONROE AND 1.2 MILES E OF THE JUNCTION
 CQ2664'OF ROUTES 80 AND 165, 21.1 METERS (69 FEET) N OF THE CENTER
 CQ2664'LINE OF ROUTE 80, ABOUT 100 METERS (328 FEET) NW OF A SMALL
 CQ2664'WHITEWASHED LOG CABIN ON THE S SIDE OF THE ROAD JUST W OF
 CQ2664'A SMALL RED HOUSE, ABOUT 10 METERS (33 FEET) NE OF A BOARD
 CQ2664'GATE, AND ON LAND BELONGING TO L.L. LIEBER.  THE STATION
 CQ2664'IS MARKED BY A STANDARD BRONZE DISK.
 CQ2664'
 CQ2664'REFERENCE MARK NO. 1, STANDARD BRONZE DISK.
 CQ2664'IN THE FENCE LINE S OF THE HIGHWAY, 11.7 METERS (38 FEET)
 CQ2664'S OF THE CENTER LINE OF THE HIGHWAY, AND 33.11 METERS (108.6
 CQ2664'FEET) FROM THE STATION N 65 DEG 16 MIN W.  REFERENCE
 CQ2664'MARK NO. 2, STANDARD BRONZE DISK.
 CQ2664'(1.1 FEET) N OF THE FENCE ALONG THE N SIDE OF THE HIGHWAY,
 CQ2664'12.2 METERS (40.0 FEET) N OF THE CENTER LINE OF THE HIGHWAY,
 CQ2664'50 PACES EASTWARD OF THE FRONT YARD GATE OF A 3-GABLE WHITE
 CQ2664'HOUSE ON THE S SIDE OF THE HIGHWAY, 82 PACES EASTWARD FROM
 CQ2664'THE GATE ENTERING THE DRIVEWAY TO THE HOUSE, 4 PACES E OF
 CQ2664'A JITNEY JUNGLE SIGNBOARD, AND 280 METERS (919 FEET) FROM
 CQ2664'THE STATION BEARING S 27 DEG 27 MIN 21 SEC W.
 CQ2664
 CQ2664                          STATION RECOVERY (1935)
 CQ2664
 CQ2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (FH)
 CQ2664'DESCRIPTIONS OF TRIANGULATION STATION SICARD, STAND GOOD
 CQ2664'AS THEY ARE, EXCEPT THE 40-INCH DEAD OAK MENTIONED HAS BEEN
 CQ2664'DESTROYED, ALSO THE BOARD GATE.
 CQ2664
 CQ2664                          STATION RECOVERY (1937)
 CQ2664
 CQ2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JP)
 CQ2664'I FIND AN ERROR IN THE ORIGINAL DESCRIPTION OF TRIANGULATION
 CQ2664'STATION SICARD REFERENCE MARKS.  REFERENCE MARK NO. 1 IS
 CQ2664'LISTED AS BEING 108.6 FEET FROM THE STATION N 66 DEG 16 MIN
 CQ2664'44 MIN AND REFERENCE MARK NO. 2 AS 919 FEET FROM THE STATION
 CQ2664'S 27 DEG 27 MIN 21 SEC W.  REFERENCE MARK NO 1 IS
 CQ2664'108.6 FEET FROM THE STATION S 27 DEG 27 MIN 21 SEC W.
 CQ2664'REFERENCE MARK NO. 2 IS 919 FEET FROM THE STATION
 CQ2664'N 66 DEG 16 MIN W.  CHECKED BY TRAVERSE AZIMUTH CLOSUE.
 CQ2664'
 CQ2664'THE OLD DESCRIPTION GENERALLY STANDS WITH EXCEPTION OF HOUSES
 CQ2664'BEING GONE AND OTHERS BEING BUILT IN DIFFERENT LOCATIONS.
 CQ2664'6.3 MILES NE OF THE ILLINOIS CENTRAL RAILROAD DEPOT AT MONROE,
 CQ2664'1.0 MILE E OF THE SICARD OVERPASS, 70 FEET N OF THE CENTER
 CQ2664'LINE OF U.S. HIGHWAY 80, 368 FEET NW OF A SMALL RED HOUSE
 CQ2664'ON S SIDE OF HIGHWAY, 484 FEET E OF THE NE CORNER OF A ONE-STORY
 CQ2664'WHITE HOUSE ON S SIDE OF HIGHWAY, ON PROPERTY OF L.L. LIEBER.
 CQ2664'STATION IS BY A STANDARD BRONZE DISK.
 CQ2664'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK.
 CQ2664'FEET N OF FENCE ALONG THE S SIDE OF HIGHWAY, 39 FEET S
 CQ2664'OF THE CENTER LINE OF HIGHWAY, 337 FEET NW OF THE NW
 CQ2664'CORNER OF SMALL RED HOUSE ON S SIDE OF HIGHWAY, 453
 CQ2664'FEET E OF A ONE-STORY WHITE HOUSE ON S SIDE OF HIGHWAY, ON
 CQ2664'HIGHWAY PROPERTY, 108.5 FEET S OF STATION.  REFERENCE MARK
 CQ2664'NO. 2, A STANDARD BRONZE DISK.  1 FOOT N OF FENCE
 CQ2664'ALONG THE N SIDE OF HIGHWAY, 10 FEET SE OF A VIRGINIA HOTEL
 CQ2664'SIGNBOARD, 41 FEET N OF THE CENTER LINE OF HIGHWAY, 187
 CQ2664'FEET NE OF THE NE CORNER OF A TWO-STORY WHITE HOUSE ON S
 CQ2664'SIDE OF HIGHWAY, 932 FEET NW OF STATION, ON PROPERTY
 CQ2664'OF L.L. LIEBER.
 CQ2664
 CQ2664                          STATION RECOVERY (1939)
 CQ2664
 CQ2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CQ2664'THE STATION WAS RECOVERED AND THE MARKS ARE ALL IN GOOD
 CQ2664'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED 0.3 MILE W OF
 CQ2664'THE STATION.  THE STATION IS ABOUT 7 MILES NE OF MONROE
 CQ2664'ON LAND OWNED BY L.L. LIEBER.  THE SMALL WHITEWASHED LOG
 CQ2664'HOUSE AND THE BOARD GATE MENTIONED IN THE DESCRIPTION ARE
 CQ2664'GONE.  THE STATION IS ON THE N SIDE OF U.S. HIGHWAY 80, 69
 CQ2664'FEET N OF CENTER LINE OF THE PAVEMENT, ABOUT 370 FEET NW
 CQ2664'OF NW CORNER OF A SMALL RED HOUSE, ABOUT 480 FEET E OF A
 CQ2664'ONE-STORY WHITE HOUSE ON S SIDE OF HIGHWAY.  TO REACH THE
 CQ2664'STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND U.S.
 CQ2664'HIGHWAY 165 IN THE NE PART OF MONROE, GO E ON U.S. HIGHWAY
 CQ2664'80 FOR 1.3 MILES TO THE STATION.  THE DISK IS STAMPED,
 CQ2664'SICARD 1931 AND PROJECTS A FEW INCHES ABOVE THE GROUND.
 CQ2664'REFERENCE MARK NO. 1 IS S OF THE STATION, IN THE
 CQ2664'RIGHT-OF-WAY FENCE ON S SIDE OF U.S. HIGHWAY 80, 38 FEET
 CQ2664'S OF THE CENTER OF THE PAVEMENT.  THE MARK PROJECTS
 CQ2664'ABOUT 6 INCHES AND IS STAMPED, SICARD NO. 1 1931.
 CQ2664'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT
 CQ2664'N OF RIGHT-OF-WAY FENCE ON N SIDE OF ROAD (U.S. HIGHWAY
 CQ2664'80), 10 FEET SE OF A LARGE VIRGINIA HOTEL SIGN, 41 FEET
 CQ2664'N OF CENTER OF HIGHWAY, STAMPED SICARD NO. 2 1931.
 CQ2664'
 CQ2664'THE AZIMUTH MARK IS 0.3 MILE W OF THE STATION, ON N SIDE
 CQ2664'OF U.S. HIGHWAY 80, IN FRONT OF A TENANT HOUSE, 2 FEET S OF
 CQ2664'THE RIGHT-OF-WAY FENCE, 10 FEET W OF A FOOT GATE, 36 FEET
 CQ2664'N OF THE CENTER OF THE PAVEMENT.  THE MARK PROJECTS 3 INCHES
 CQ2664'ABOVE SURFACE AND IS STAMPED, SICARD 1939.
 CQ2664
 CQ2664                          STATION RECOVERY (1943)
 CQ2664
 CQ2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 CQ2664'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 CQ2664'CONDITION.  THE ORIGINAL DESCRIPTION PLUS RECOVERY NOTES
 CQ2664'ARE ADEQUATE.
 CQ2664
 CQ2664                          STATION RECOVERY (1948)
 CQ2664
 CQ2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 CQ2664'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CQ2664
 CQ2664                          STATION RECOVERY (1952)
 CQ2664
 CQ2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2664'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CQ2664'NO CHECK MEASUREMENT WAS MADE TO REFERENCE MARK 2 BECAUSE
 CQ2664'OF TREES AND BRUSH ON LINE.  A NEW DESCRIPTION FOLLOWS.
 CQ2664'
 CQ2664'THE STATION IS ABOUT 7 MILES EAST OF MONROE, 0.1 MILE EAST
 CQ2664'OF A FARMHOUSE, 70 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 CQ2664'80 AND 23 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 CQ2664'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CQ2664'SICARD 1931.
 CQ2664'
 CQ2664'REFERENCE MARK 1 IS 39 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 CQ2664'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND
 CQ2664'THE DISK IS STAMPED SICARD NO 1 1931.
 CQ2664'
 CQ2664'REFERENCE MARK 2 IS 41 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 CQ2664'ABOUT 12 FEET SOUTHEAST OF A LARGE BILLBOARD AND 1 FOOT NORTH
 CQ2664'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CQ2664'STAMPED SICARD NO 2 1931.
 CQ2664'
 CQ2664'REFERENCE MARK 3 IS 42 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 CQ2664'20 FEET NORTHWEST OF A ROADSIDE PARK AND 3 FEET NORTH OF
 CQ2664'A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CQ2664'SICARD NO 3 1931.
 CQ2664'
 CQ2664'THE AZIMUTH MARK IS 41 FEET WEST OF A TELEPHONE POLE, 36
 CQ2664'FEET NORTH OF THE CENTER OF THE HIGHWAY, 10 FEET WEST OF
 CQ2664'A GATE AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 6
 CQ2664'INCHES AND THE DISK IS STAMPED SICARD 1939.
 CQ2664'
 CQ2664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CQ2664'80 AND 165 IN THE NORTHEAST PART OF MONROE, GO EAST ON U.S.
 CQ2664'HIGHWAY 80 FOR 2.95 MILES TO STATE HIGHWAY 14, CONTINUE
 CQ2664'EAST ON HIGHWAY 80 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 CQ2664'LEFT, CONTINUE EAST 0.1 MILE TO REFERENCE MARK 2 ON THE
 CQ2664'LEFT, CONTINUE EAST 0.2 MILE TO THE STATION ON THE LEFT.
 CQ2664'
 CQ2664'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CQ2664
 CQ2664                          STATION RECOVERY (1955)
 CQ2664
 CQ2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 CQ2664'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CQ2664'OF F.B.Q. 1939 IS ADEQUATE.
 CQ2664
 CQ2664                          STATION RECOVERY (1964)
 CQ2664
 CQ2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 CQ2664'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 CQ2664'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0180 ***********************************************************************
 CQ0180  DESIGNATION -  SICARD BOLT
 CQ0180  PID         -  CQ0180
 CQ0180  STATE/COUNTY-  LA/OUACHITA
 CQ0180  USGS QUAD   -  MONROE NORTH (1994)
 CQ0180
 CQ0180                         *CURRENT SURVEY CONTROL
 CQ0180  ___________________________________________________________________
 CQ0180* NAD 83(1986)-  32 31 48.     (N)    092 01 50.     (W)     SCALED    
 CQ0180* NAVD 88     -        22.57   (+/-2cm)      74.0    (feet)  VERTCON   
 CQ0180  ___________________________________________________________________
 CQ0180  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0180
 CQ0180  VERT ORDER  -  ? (See Below)
 CQ0180
 CQ0180.The horizontal coordinates were scaled from a topographic map and have
 CQ0180.an estimated accuracy of +/- 6 seconds.
 CQ0180
 CQ0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0180.The vertical order pertains to the NGVD 29 superseded value.
 CQ0180
 CQ0180.The geoid height was determined by GEOID03.
 CQ0180
 CQ0180;                    North         East    Units  Estimated Accuracy
 CQ0180;SPC LA N     -   225,180.    1,044,100.      MT  (+/- 180 meters Scaled)
 CQ0180
 CQ0180                          SUPERSEDED SURVEY CONTROL
 CQ0180
 CQ0180  NGVD 29 (??/??/??)   22.614  (m)           74.19   (f) ADJUSTED    ?  
 CQ0180
 CQ0180.Superseded values are not recommended for survey control.
 CQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0180.See file dsdata.txt to determine how the superseded data were derived.
 CQ0180
 CQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR910995(NAD 83)
 CQ0180_MARKER: B = BOLT
 CQ0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0180
 CQ0180  HISTORY     - Date     Condition        Report By
 CQ0180  HISTORY     - UNK      MONUMENTED       DOD
 CQ0180  HISTORY     - 1934     GOOD             CGS
 CQ0180  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ0180
 CQ0180                          STATION DESCRIPTION
 CQ0180
 CQ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0180'4 MI E FROM MONROE.
 CQ0180'ABOUT 4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM MONROE,
 CQ0180'OUACHITA PARISH, AT THE JUNCTION OF U.S. HIGHWAYS 165 AND 80, ABOUT
 CQ0180'1,000 FEET WEST OF A CHURCH STEEPLE, 34.5 FEET NORTH OF A CONCRETE
 CQ0180'CULVERT, 47 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, AND
 CQ0180'30 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 165.  AN IRON PIPE
 CQ0180'PROJECTING ABOUT 1.1 FEET ABOVE GROUND AND BEARING A CORPS OF
 CQ0180'ENGINEERS, U.S. ARMY.
 CQ0180
 CQ0180                          STATION RECOVERY (1957)
 CQ0180
 CQ0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0179 ***********************************************************************
 CQ0179  DESIGNATION -  SICARD CAP
 CQ0179  PID         -  CQ0179
 CQ0179  STATE/COUNTY-  LA/OUACHITA
 CQ0179  USGS QUAD   -  MONROE NORTH (1994)
 CQ0179
 CQ0179                         *CURRENT SURVEY CONTROL
 CQ0179  ___________________________________________________________________
 CQ0179* NAD 83(1986)-  32 31 48.     (N)    092 01 50.     (W)     SCALED    
 CQ0179* NAVD 88     -        23.81   (+/-2cm)      78.1    (feet)  VERTCON   
 CQ0179  ___________________________________________________________________
 CQ0179  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0179
 CQ0179  VERT ORDER  -  ? (See Below)
 CQ0179
 CQ0179.The horizontal coordinates were scaled from a topographic map and have
 CQ0179.an estimated accuracy of +/- 6 seconds.
 CQ0179
 CQ0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0179.The vertical order pertains to the NGVD 29 superseded value.
 CQ0179
 CQ0179.The geoid height was determined by GEOID03.
 CQ0179
 CQ0179;                    North         East    Units  Estimated Accuracy
 CQ0179;SPC LA N     -   225,180.    1,044,100.      MT  (+/- 180 meters Scaled)
 CQ0179
 CQ0179                          SUPERSEDED SURVEY CONTROL
 CQ0179
 CQ0179  NGVD 29 (??/??/??)   23.856  (m)           78.27   (f) ADJUSTED    ?  
 CQ0179
 CQ0179.Superseded values are not recommended for survey control.
 CQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0179.See file dsdata.txt to determine how the superseded data were derived.
 CQ0179
 CQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR910995(NAD 83)
 CQ0179_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0179_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0179
 CQ0179  HISTORY     - Date     Condition        Report By
 CQ0179  HISTORY     - UNK      MONUMENTED       DOD
 CQ0179  HISTORY     - 1934     GOOD             CGS
 CQ0179  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ0179
 CQ0179                          STATION DESCRIPTION
 CQ0179
 CQ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0179'4 MI E FROM MONROE.
 CQ0179'ABOUT 4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM MONROE,
 CQ0179'OUACHITA PARISH, AT THE JUNCTION OF U.S. HIGHWAYS 165 AND 80, ABOUT
 CQ0179'1,000 FEET WEST OF A CHURCH STEEPLE, 34.5 FEET NORTH OF A CONCRETE
 CQ0179'CULVERT, 47 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, AND
 CQ0179'30 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 165.  AN IRON PIPE
 CQ0179'PROJECTING ABOUT 1.1 FEET ABOVE GROUND AND BEARING A CORPS OF
 CQ0179'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ0179
 CQ0179                          STATION RECOVERY (1957)
 CQ0179
 CQ0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2524 ***********************************************************************
 BW2524  DESIGNATION -  SICILY
 BW2524  PID         -  BW2524
 BW2524  STATE/COUNTY-  LA/CATAHOULA
 BW2524  USGS QUAD   -  SICILY ISLAND (1983)
 BW2524
 BW2524                         *CURRENT SURVEY CONTROL
 BW2524  ___________________________________________________________________
 BW2524* NAD 83(1992)-  31 52 12.26684(N)    091 44 26.03210(W)     ADJUSTED  
 BW2524* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 BW2524  ___________________________________________________________________
 BW2524  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BW2524  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BW2524
 BW2524  HORZ ORDER  -  FIRST
 BW2524
 BW2524.The horizontal coordinates were established by classical geodetic methods
 BW2524.and adjusted by the National Geodetic Survey in May 1994..
 BW2524
 BW2524.The orthometric height was scaled from a topographic map.
 BW2524
 BW2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2524
 BW2524.The geoid height was determined by GEOID03.
 BW2524
 BW2524;                    North         East     Units Scale Factor Converg.
 BW2524;SPC LA N     -   152,158.505 1,071,855.768   MT  0.99991508   +0 24 05.5
 BW2524;SPC LA N     -   499,206.70  3,516,580.13   sFT  0.99991508   +0 24 05.5
 BW2524;UTM  15      - 3,526,725.931   619,132.139   MT  0.99977503   +0 39 54.2
 BW2524
 BW2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2524!SPC LA N     -   0.99999324  x   0.99991508  =   0.99990832
 BW2524!UTM  15      -   0.99999324  x   0.99977503  =   0.99976827
 BW2524
 BW2524:                Primary Azimuth Mark                     Grid Az
 BW2524:SPC LA N     -  SICILY AZ MK                             074 53 35.7
 BW2524:UTM  15      -  SICILY AZ MK                             074 37 47.0
 BW2524
 BW2524|---------------------------------------------------------------------|
 BW2524| PID    Reference Object                     Distance      Geod. Az  |
 BW2524|                                                           dddmmss.s |
 BW2524| CY5525 SICILY AZ MK                                       0751741.2 |
 BW2524| CY5526 SICILY RM 1                          28.087 METERS 16723     |
 BW2524| BW2548 PRICHARD                            APPROX.11.6 KM 2525446.6 |
 BW2524| CY5527 SICILY RM 2                          35.610 METERS 29828     |
 BW2524|---------------------------------------------------------------------|
 BW2524
 BW2524                          SUPERSEDED SURVEY CONTROL
 BW2524
 BW2524  NAD 83(1992)-  31 52 12.26840(N)    091 44 26.02787(W) AD(       ) 1
 BW2524  NAD 83(1986)-  31 52 12.28044(N)    091 44 26.02805(W) AD(       ) 1
 BW2524  NAD 27      -  31 52 11.69770(N)    091 44 25.56748(W) AD(       ) 1
 BW2524
 BW2524.Superseded values are not recommended for survey control.
 BW2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2524.See file dsdata.txt to determine how the superseded data were derived.
 BW2524
 BW2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR1913226726(NAD 83)
 BW2524_MARKER: DS = TRIANGULATION STATION DISK
 BW2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2524
 BW2524  HISTORY     - Date     Condition        Report By
 BW2524  HISTORY     - 1941     MONUMENTED       CGS
 BW2524  HISTORY     - 1979     SEE DESCRIPTION  NGS
 BW2524
 BW2524                          STATION DESCRIPTION
 BW2524
 BW2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2524'STATION IS VERY NEAR THE LINE BETWEEN SECTIONS 3 AND 10, T.
 BW2524'10 N., R. 7 E., ABOUT 8-1/4 MILES NE OF HARRISONBURG, ON THE
 BW2524'HIGHEST OF A TIMBERED AREA KNOWN AS SICILY ISLAND AND ON LAND
 BW2524'OWNED BY R.G. CRUSE.  IT IS 30 FEET N OF THE CENTER OF A DIRT
 BW2524'ROAD, 57 FEET E OF A 24-INCH OAK TREE AND 6 FEET N OF A WHITE
 BW2524'REFERENCE POST.  IT IS STAMPED SICILY 1941 AND PROJECTS ABOUT
 BW2524'8 INCHES.
 BW2524'
 BW2524'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2524'BRONZE DISKS SET IN CONCRETE.
 BW2524'
 BW2524'REFERENCE MARK NO.1 IS 9 FEET NE OF A 10-INCH OAK TREE AND
 BW2524'7 FEET S OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED SICILY
 BW2524'NO.1 1941 AND PROJECTS ABOUT 8 INCHES.
 BW2524'
 BW2524'REFERENCE MARK NO.2 IS 57 FEET W OF A TRIANGULAR BLAZED 24-INCH
 BW2524'OAK TREE AND 25 FEET N OF THE CENTER OF A DIRT ROAD.  IT IS
 BW2524'STAMPED SICILY NO.2 1941 AND PROJECTS ABOUT 6 INCHES.
 BW2524'
 BW2524'AZIMUTH MARK IS 20 FEET W OF THE CENTER OF A GRAVEL ROAD,
 BW2524'1-1/2 FEET S OF A WHITE REFERENCE POST AND 1 FOOT W OF A FENCE.
 BW2524'IT IS STAMPED SICILY 1941 AND PROJECTS ABOUT 2 INCHES.
 BW2524'
 BW2524'TO REACH THE STATION FROM THE COURTHOUSE IN HARRISONBURG,
 BW2524'GO E ON STATE HIGHWAY 18 FOR 7.6 MILES TO A GRAVEL ROAD LEFT.
 BW2524'TURN LEFT AND GO N 2.9 MILES TO A SIDE ROAD LEFT JUST AFTER
 BW2524'CROSSING A SMALL BRIDGE.  (FROM THIS POINT CONTINUE N ON
 BW2524'GRAVEL ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT)
 BW2524'TURN LEFT AND GO W FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 BW2524'UP HILL AND GO 0.25 MILE TO A FORK AT THE TOP OF THE HILL.
 BW2524'TAKE RIGHT FORK AND GO 0.55 MILE TO ANOTHER FORK.  TAKE RIGHT
 BW2524'FORK AND GO 0.25 MILE TO THE STATION ON THE RIGHT.
 BW2524'
 BW2524'A 103-FOOT SIGNAL AT PRICHARD IS VISIBLE AT 64 FEET.
 BW2524'
 BW2524'A 116-FOOT SIGNAL AT WISNER IS VISIBLE AT 64 FEET.
 BW2524'
 BW2524'A 116-FOOT SIGNAL AT NECESSITY IS VISIBLE AT 77 FEET.
 BW2524'
 BW2524'A 116-FOOT SIGNAL AT MONTICELLO IS VISIBLE AT 64 FEET.
 BW2524'
 BW2524'A 116-FOOT SIGNAL AT SICILY ISLAND IS VISIBLE AT 64 FEET.
 BW2524'
 BW2524'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BW2524
 BW2524                          STATION RECOVERY (1979)
 BW2524
 BW2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BW2524'THE STATION MARK WAS FOUND AT EDGE OF A HIGH BLUFF AND EXPOSED ON ONE
 BW2524'SIDE.  REFERENCE MARK 1 WAS NOT FOUND, REFERENCE MARK 2 CONCRETE
 BW2524'MONUMENT WAS FOUND INTACT WITH THE TOP BROKEN OFF.  THE AZIMUTH MARK
 BW2524'WAS SEARCHED FOR AND NOT FOUND DUE TO ROAD CHANGES.  STATION SICILY 2
 BW2524'AND RM 3 AND RM 4 WERE ESTABLISHED THIS DATE.
 BW2524'
 BW2524'THE STATION MARK WAS LEFT INTACT.  AT THIS DATE OBSERVATION WITH AN
 BW2524'INSTRUMENT COULD NOT BE MADE AT THE STATION MARK, DUE TO THE SHEAR
 BW2524'BLUFF WHICH WAS MADE WHEN GRAVEL WAS REMOVED FROM THE AREA AND
 BW2524'ERROSION.  SEE DESCRIPTION FOR STATION SICILY 2 1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2525 ***********************************************************************
 BW2525  DESIGNATION -  SICILY 2
 BW2525  PID         -  BW2525
 BW2525  STATE/COUNTY-  LA/CATAHOULA
 BW2525  USGS QUAD   -  SICILY ISLAND (1983)
 BW2525
 BW2525                         *CURRENT SURVEY CONTROL
 BW2525  ___________________________________________________________________
 BW2525* NAD 83(1992)-  31 52 11.92735(N)    091 44 31.48278(W)     ADJUSTED  
 BW2525* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 BW2525  ___________________________________________________________________
 BW2525  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BW2525  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BW2525
 BW2525  HORZ ORDER  -  THIRD
 BW2525
 BW2525.The horizontal coordinates were established by classical geodetic methods
 BW2525.and adjusted by the National Geodetic Survey in May 1994..
 BW2525.No horizontal observational check was made to the station.
 BW2525
 BW2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2525
 BW2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2525
 BW2525.The geoid height was determined by GEOID03.
 BW2525
 BW2525;                    North         East     Units Scale Factor Converg.
 BW2525;SPC LA N     -   152,147.047 1,071,712.585   MT  0.99991509   +0 24 02.6
 BW2525;SPC LA N     -   499,169.10  3,516,110.37   sFT  0.99991509   +0 24 02.6
 BW2525;UTM  15      - 3,526,713.815   618,989.031   MT  0.99977461   +0 39 51.3
 BW2525
 BW2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2525!SPC LA N     -   0.99999390  x   0.99991509  =   0.99990899
 BW2525!UTM  15      -   0.99999390  x   0.99977461  =   0.99976851
 BW2525
 BW2525:                Primary Azimuth Mark                     Grid Az
 BW2525:SPC LA N     -  CHASE LDH RAD STA KJP 386 MST            010 28 52.0
 BW2525:UTM  15      -  CHASE LDH RAD STA KJP 386 MST            010 13 03.3
 BW2525
 BW2525|---------------------------------------------------------------------|
 BW2525| PID    Reference Object                     Distance      Geod. Az  |
 BW2525|                                                           dddmmss.s |
 BW2525| CP3005 CHASE LDH RAD STA KJP 386 MST       APPROX.24.3 KM 0105254.6 |
 BW2525| CP3003 GILBERT MUNICIPAL TANK              APPROX.21.5 KM 0211027.5 |
 BW2525| BW2527 WISNER PL MICROWAVE KGS 581         APPROX.12.7 KM 0292633.9 |
 BW2525| BW2526 WISNER MUNICIPAL TANK               APPROX.14.7 KM 0331142.1 |
 BW2525| BW2524 SICILY                              143.653 METERS 08550     |
 BW2525| CY5528 SICILY 2 RM 3                        57.827 METERS 09052     |
 BW2525| CY5529 SICILY 2 RM 4                        14.999 METERS 20213     |
 BW2525|---------------------------------------------------------------------|
 BW2525
 BW2525                          SUPERSEDED SURVEY CONTROL
 BW2525
 BW2525  NAD 83(1992)-  31 52 11.92890(N)    091 44 31.47856(W) AD(       ) 3
 BW2525  NAD 83(1986)-  31 52 11.94096(N)    091 44 31.47874(W) AD(       ) 3
 BW2525  NAD 27      -  31 52 11.35040(N)    091 44 31.01680(W) AD(       ) 3
 BW2525  NGVD 29 (07/19/86)   64.8    (m)          213.     (f) VERT ANG       
 BW2525
 BW2525.Superseded values are not recommended for survey control.
 BW2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2525.See file dsdata.txt to determine how the superseded data were derived.
 BW2525
 BW2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR1898926714(NAD 83)
 BW2525_MARKER: DH = HORIZONTAL CONTROL DISK
 BW2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2525_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BW2525
 BW2525  HISTORY     - Date     Condition        Report By
 BW2525  HISTORY     - 1979     MONUMENTED       NGS
 BW2525
 BW2525                          STATION DESCRIPTION
 BW2525
 BW2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BW2525'THE STATION IS LOCATED ABOUT 8.25 MILES NORTHEAST OF HARRISONBURG, IN
 BW2525'A TIMBERED AREA KNOWN AS SICILY ISLAND, NEAR SECTION LINES OF 3 AND
 BW2525'10, TION, R7E, LAND OWNED BY THE R. G. CRUSE ESTATE, MR. REGINALD
 BW2525'WYCOFF, POST OFFICE BOX 426, FERRIDAY, LA. 71334 IS IN CHARGE OF THE
 BW2525'PROPERTY AND HE WAS CONTACTED THIS DATE.
 BW2525'
 BW2525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 15 IN
 BW2525'SICILY ISLAND, GO SW ON HIGHWAY 8 FOR 3.95 MILES TO STATE HIGHWAY 913
 BW2525'ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON HIGHWAY 913 FOR 3.05
 BW2525'MILES TO STATE HIGHWAY 915 ON THE LEFT.  TURN LEFT AND GO WESTERLY ON
 BW2525'HIGHWAY 915 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT AND SIGN LELAND
 BW2525'FIRE TOWER ON THE RIGHT.  TURN LEFT AND FOLLOW THE MAIN GRAVELED ROAD
 BW2525'FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK, MAIN ROAD TOWARD FIRE
 BW2525'TOWER FOR 0.65 MILE TO A TRACK ROAD FORK, A HIGH BLUFF ON THE RIGHT,
 BW2525'AND TRIANGULATION STATION ON TOP THE BLUFF.  TAKE THE RIGHT FORK AND
 BW2525'CONTINUE WESTERLY FOR 0.05 MILE TO WHERE STARTS TO GO DOWN HILL AND
 BW2525'THE STATION MARK ON THE RIGHT.
 BW2525'
 BW2525'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BW2525'---SICILY 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BW2525'FLUSH WITH THE GROUND LOCATED 7.9 METERS (26 FEET) S FROM A POWER
 BW2525'POLE, 0.55 METER (1.8 FEET) WSW FROM A METAL WITNESS POST WITH SIGN
 BW2525'ATTACHED, AND 7.0 METERS (23 FEET) SW FROM THE CENTER OF THE TRACK
 BW2525'ROAD WHERE THE ROAD STARTS TO GO DOWNHILL TO THE WEST.
 BW2525'
 BW2525'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BW2525'STAMPED---SICILY 2 1979---SET INTO AN IRREGULAR MASS OF CONCRETE
 BW2525'0.76 METER (2.5 FEET) BELOW THE SURFACE.
 BW2525'
 BW2525'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BW2525'STAMPED---SICILY 2 NO 3 1979---SET INTO THE TOP OF A ROUND CONCRETE
 BW2525'MONUMENT FLUSH WITH THE GROUND LOCATED 4.9 METERS (16 FEET) ESE FROM
 BW2525'THE CENTER OF THE TRACK ROAD, 20.1 METERS (66 FEET) WNW FROM THE
 BW2525'CENTER OF THE MAIN TRACK ROAD TO FIRE TOWER, AND 9.4 METERS (31 FEET)
 BW2525'ESE FROM AN OVERHEAD POWERLINE.
 BW2525'
 BW2525'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BW2525'STAMPED---SICILY 2 NO 4 1979---SET INTO THE TOP OF A ROUND CONCRETE
 BW2525'MONUMENT FLUSH WITH THE GROUND LOCATED 21.3 METERS (70 FEET) S FROM
 BW2525'THE POWER POLE, 15.09 METERS (49.5 FEET) S FROM THE METAL WITNESS
 BW2525'POST AT THE STATION MARK, AND 5.5 METERS (18 FEET) SW FROM THE CENTER
 BW2525'OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2523 ***********************************************************************
 BW2523  DESIGNATION -  SICILY IS
 BW2523  PID         -  BW2523
 BW2523  STATE/COUNTY-  LA/CATAHOULA
 BW2523  USGS QUAD   -  SICILY ISLAND (1983)
 BW2523
 BW2523                         *CURRENT SURVEY CONTROL
 BW2523  ___________________________________________________________________
 BW2523* NAD 83(1992)-  31 51 01.43478(N)    091 39 39.49669(W)     ADJUSTED  
 BW2523* NAVD 88     -        22.27   (+/-2cm)      73.1    (feet)  VERTCON   
 BW2523  ___________________________________________________________________
 BW2523  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BW2523  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW2523
 BW2523  HORZ ORDER  -  FIRST
 BW2523  VERT ORDER  -  THIRD ? (See Below)
 BW2523
 BW2523.The horizontal coordinates were established by classical geodetic methods
 BW2523.and adjusted by the National Geodetic Survey in May 1994..
 BW2523
 BW2523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2523.The vertical order pertains to the NGVD 29 superseded value.
 BW2523
 BW2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2523
 BW2523.The geoid height was determined by GEOID03.
 BW2523
 BW2523;                    North         East     Units Scale Factor Converg.
 BW2523;SPC LA N     -   150,032.582 1,079,403.408   MT  0.99991543   +0 26 36.9
 BW2523;SPC LA N     -   492,231.90  3,541,342.68   sFT  0.99991543   +0 26 36.9
 BW2523;UTM  15      - 3,524,634.988   626,688.496   MT  0.99979794   +0 42 24.1
 BW2523
 BW2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2523!SPC LA N     -   1.00000059  x   0.99991543  =   0.99991602
 BW2523!UTM  15      -   1.00000059  x   0.99979794  =   0.99979853
 BW2523
 BW2523|---------------------------------------------------------------------|
 BW2523| PID    Reference Object                     Distance      Geod. Az  |
 BW2523|                                                           dddmmss.s |
 BW2523| CY3836 SICILY IS RM 1                       35.900 METERS 19738     |
 BW2523| CY3837 SICILY IS RM 2                       41.825 METERS 27904     |
 BW2523| CY4387 P 34                                               3340344.7 |
 BW2523|---------------------------------------------------------------------|
 BW2523
 BW2523                          SUPERSEDED SURVEY CONTROL
 BW2523
 BW2523  NAD 83(1992)-  31 51 01.43742(N)    091 39 39.49113(W) AD(       ) 1
 BW2523  NAD 83(1986)-  31 51 01.44801(N)    091 39 39.49267(W) AD(       ) 1
 BW2523  NAD 27      -  31 51 00.86629(N)    091 39 39.04175(W) AD(       ) 1
 BW2523  NGVD 29 (07/19/86)   22.28   (m)           73.1    (f) LEVELING    3  
 BW2523
 BW2523.Superseded values are not recommended for survey control.
 BW2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2523.See file dsdata.txt to determine how the superseded data were derived.
 BW2523
 BW2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR2668824635(NAD 83)
 BW2523_MARKER: P = PIPE CAP
 BW2523_SETTING: 0 = UNSPECIFIED SETTING
 BW2523
 BW2523  HISTORY     - Date     Condition        Report By
 BW2523  HISTORY     - 1941     MONUMENTED       USE
 BW2523  HISTORY     - 1966     GOOD             CGS
 BW2523
 BW2523                          STATION DESCRIPTION
 BW2523
 BW2523'DESCRIBED BY US ENGINEERS 1941 (HJH)
 BW2523'STATION IS IN THE N PART OF THE TOWN OF SICILY ISLAND, ABOUT
 BW2523'100 YARDS N OF THE RAILROAD DEPOT, ABOUT 100 FEET E OF A WHITE
 BW2523'HOUSE, 60 FEET S OF A TELEPHONE POLE, 35 FEET E OF THE CENTER
 BW2523'OF A GRAVEL STREET AND 30.3 FEET W OF THE W RAIL OF A SIDE
 BW2523'TRACK OF THE MISSOURI PACIFIC RAILROAD.  IT IS A STANDARD
 BW2523'U.S.E. STONE BENCH PIPE WITH A BRASS CAP, STAMPED BM SICILY
 BW2523'ISLAND AND PROJECTS ABOUT 10 INCHES.
 BW2523'
 BW2523'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 BW2523'
 BW2523'REFERENCE MARK NO. 1 IS 40 FEET W OF A POWER LINE POLE, 14 FEET
 BW2523'E OF A 16-INCH TREE AND 9 FEET N OF A BOARD FENCE.  IT IS
 BW2523'STAMPED SICILY ISLAND NO. 1 1941 AND PROJECTS ABOUT 4 INCHES.
 BW2523'
 BW2523'REFERENCE MARK NO. 2 IS 12 FEET W OF A CATTLE GUARD AND 1 FOOT
 BW2523'S OF A FENCE.  IT IS STAMPED SICILY ISLAND NO. 2 1941 AND
 BW2523'PROJECTS ABOUT 4 INCHES.
 BW2523'
 BW2523'THE AZIMUTH MARK IS 45 FEET E OF THE E RAIL OF THE RAILROAD,
 BW2523'50 FEET S OF A FENCE CORNER, 7 FEET N OF A GATE POST AND 3 FEET
 BW2523'W OF A FENCE.  IT IS A STANDARD U.S.E. STONE BENCH PIPE WITH A
 BW2523'BRASS CAP, STAMPED P 34 AND PROJECTS ABOUT 10 INCHES.
 BW2523'
 BW2523'A 77-FOOT SIGNAL AT SICILY IS VISIBLE AT 50 FEET.
 BW2523'
 BW2523'A 116-FOOT SIGNAL AT WISNER IS VISIBLE AT 103 FEET.
 BW2523'
 BW2523'A 116-FOOT SIGNAL AT GILBERT IS VISIBLE AT 77 FEET.
 BW2523'
 BW2523'A 116-FOOT SIGNAL AT COOTER IS VISIBLE AT 116 FEET.
 BW2523'
 BW2523'A 116-FOOT SIGNAL AT MONTICELLO IS VISIBLE AT 116 FEET.
 BW2523'
 BW2523'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BW2523
 BW2523                          STATION RECOVERY (1966)
 BW2523
 BW2523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 BW2523'THE STATION MARK, STAMPED B.M. SICILY ISLAND, IS ABOUT 0.3 MILE
 BW2523'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BW2523'OFFICE AT SICILY ISLAND, IN SECTION 16, T 10 N, R 8 E, ABOUT
 BW2523'0.1 MILE NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION,
 BW2523'44 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 BW2523'33 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 88
 BW2523'FEET NORTHEAST OF AND ACROSS A GRAVELED ROAD FROM THE EAST
 BW2523'CORNER OF THE RESIDENCE OF MRS. C.R. SMITH, 56 FEET SOUTHEAST OF
 BW2523'A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS
 BW2523'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, ABOUT 1
 BW2523'FOOT BELOW THE LEVEL OF THE TRACK, A COPPER BOLT SET IN THE TOP
 BW2523'OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND, ACCESS TO
 BW2523'WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP AND
 BW2523'PROJECTING 8 INCHES.
 BW2523'
 BW2523'R.M. 1, STAMPED SICILY ISLAND NO 1 1941, IS 117.55 FEET
 BW2523'SOUTH-SOUTHWEST OF THE STATION MARK, 134 FEET SOUTHWEST OF THE
 BW2523'SOUTHWEST RAIL, 61 FEET SOUTHWEST OF THE CENTER LINE OF A
 BW2523'GRAVELED ROAD, 70 FEET SOUTHEAST OF THE EAST CORNER OF THE SMITH
 BW2523'RESIDENCE, 42 FEET SOUTHWEST OF POWER POLE NUMBER 45-550 WHICH
 BW2523'BEARS A TRANSFORMER, 31 FEET WEST OF THE NORTH CORNER OF AN OLD
 BW2523'HOUSE, 10 FEET NORTH OF A LARGE MULBERRY TREE, 1.0 FOOT
 BW2523'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BW2523'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BW2523'
 BW2523'R.M. 2, STAMPED SICILY ISLAND NO 2 1941, IS 137.10 FEET WEST
 BW2523'OF THE STATION MARK, 150 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BW2523'13 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 71
 BW2523'FEET NORTHWEST AND ACROSS THE ROAD FROM THE NORTHWEST SIDE OF
 BW2523'THE RESIDENCE OF MRS. C.R. SMITH, 55 FEET SOUTHWEST OF A POWER
 BW2523'POLE BEARING A STREET LIGHT, 1 FOOT SOUTHEAST OF A FENCE, IN
 BW2523'LINE WITH A ROW OF TREES, 1.3 FEET SOUTH OF A METAL WITNESS
 BW2523'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BW2523'
 BW2523'BENCH MARK V 246 1966 IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION
 BW2523'MARK AND COULD POSSIBLY BE USED FOR AN AZIMUTH MARK.  DETAILED
 BW2523'DESCRIPTION IS AS FOLLOWS--ABOUT 0.1 MILE EAST ALONG THE
 BW2523'MISSOURI PACIFIC RAILROAD FROM THE POST OFFICE AT SICILY ISLAND,
 BW2523'IN SECTION 16, T 10 N, R 8 E, 103 FEET WEST OF THE CENTER OF
 BW2523'THE CROSSING OF STATE HIGHWAY 8, 33 FEET SOUTH OF THE SOUTH
 BW2523'RAIL, 37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32
 BW2523'FEET NORTHEAST OF THE EAST CORNER OF THE MC KEES CLEANERS
 BW2523'BUILDING 16 FEET NORTHEAST OF A POLE BRACED BY A GUY WIRE, ABOUT
 BW2523'4 FEET ABOVE THE LEVEL OF THE TRACK AND THE HIGHWAY, AND
 BW2523'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BW2523'
 BW2523'THE AZIMUTH MARK THAT WAS USED ORIGINALLY, B.M. P-34 (USE),
 BW2523'WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1442 ***********************************************************************
 BW1442  DESIGNATION -  SICILY ISLAND BOLT
 BW1442  PID         -  BW1442
 BW1442  STATE/COUNTY-  LA/CATAHOULA
 BW1442  USGS QUAD   -  SICILY ISLAND (1983)
 BW1442
 BW1442                         *CURRENT SURVEY CONTROL
 BW1442  ___________________________________________________________________
 BW1442* NAD 83(1986)-  31 51 01.     (N)    091 39 37.     (W)     SCALED    
 BW1442* NAVD 88     -        21.05   (+/-2cm)      69.1    (feet)  VERTCON   
 BW1442  ___________________________________________________________________
 BW1442  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW1442
 BW1442  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1442
 BW1442.The horizontal coordinates were scaled from a topographic map and have
 BW1442.an estimated accuracy of +/- 6 seconds.
 BW1442
 BW1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1442.The vertical order pertains to the NGVD 29 superseded value.
 BW1442
 BW1442.The geoid height was determined by GEOID03.
 BW1442
 BW1442;                    North         East    Units  Estimated Accuracy
 BW1442;SPC LA N     -   150,020.    1,079,470.      MT  (+/- 180 meters Scaled)
 BW1442
 BW1442                          SUPERSEDED SURVEY CONTROL
 BW1442
 BW1442  NGVD 29 (??/??/92)   21.056  (m)           69.08   (f) ADJ UNCH    1 2
 BW1442
 BW1442.Superseded values are not recommended for survey control.
 BW1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1442.See file dsdata.txt to determine how the superseded data were derived.
 BW1442
 BW1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR267246(NAD 83)
 BW1442_MARKER: B = BOLT
 BW1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1442_SP_SET: CONCRETE SLAB
 BW1442_STAMPING: B.M. SICILY ISLAND
 BW1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1442
 BW1442  HISTORY     - Date     Condition        Report By
 BW1442  HISTORY     - UNK      MONUMENTED       DOD
 BW1442  HISTORY     - 1966     GOOD             NGS
 BW1442
 BW1442                          STATION DESCRIPTION
 BW1442
 BW1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1442'0.3 MI NW FROM SICILY ISLAND.
 BW1442'0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BW1442'OFFICE AT SICILY ISLAND, IN SECTION 16, T 10 N, R 8 E, ABOUT 0.1 MILE
 BW1442'NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION, 44 FEET SOUTHWEST
 BW1442'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 33 FEET NORTHEAST OF THE
 BW1442'CENTER LINE OF A GRAVELED ROAD, 88 FEET NORTHEAST AND ACROSS A
 BW1442'GRAVELED ROAD FROM THE EAST CORNER OF THE RESIDENCE OF MRS. C.R.
 BW1442'SMITH, 56 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A
 BW1442'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, ABOUT 1
 BW1442'FOOT BELOW THE LEVEL OF THE TRACK, A COPPER BOLT SET IN THE TOP OF A
 BW1442'CONCRETE SLAB ABOUT 3 FEET BELOW THE GROUND ACCESS TO WHICH IS HAD
 BW1442'THROUGH A 3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 8
 BW1442'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1441 ***********************************************************************
 BW1441  DESIGNATION -  SICILY ISLAND CAP
 BW1441  PID         -  BW1441
 BW1441  STATE/COUNTY-  LA/CATAHOULA
 BW1441  USGS QUAD   -  SICILY ISLAND (1983)
 BW1441
 BW1441                         *CURRENT SURVEY CONTROL
 BW1441  ___________________________________________________________________
 BW1441* NAD 83(1986)-  31 51 01.     (N)    091 39 37.     (W)     SCALED    
 BW1441* NAVD 88     -        22.27   (+/-2cm)      73.1    (feet)  VERTCON   
 BW1441  ___________________________________________________________________
 BW1441  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW1441
 BW1441  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1441
 BW1441.The horizontal coordinates were scaled from a topographic map and have
 BW1441.an estimated accuracy of +/- 6 seconds.
 BW1441
 BW1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1441.The vertical order pertains to the NGVD 29 superseded value.
 BW1441
 BW1441.The geoid height was determined by GEOID03.
 BW1441
 BW1441;                    North         East    Units  Estimated Accuracy
 BW1441;SPC LA N     -   150,020.    1,079,470.      MT  (+/- 180 meters Scaled)
 BW1441
 BW1441                          SUPERSEDED SURVEY CONTROL
 BW1441
 BW1441  NGVD 29 (??/??/92)   22.278  (m)           73.09   (f) ADJ UNCH    1 2
 BW1441
 BW1441.Superseded values are not recommended for survey control.
 BW1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1441.See file dsdata.txt to determine how the superseded data were derived.
 BW1441
 BW1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR267246(NAD 83)
 BW1441_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1441_STAMPING: B.M. SICILY ISLAND
 BW1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1441
 BW1441  HISTORY     - Date     Condition        Report By
 BW1441  HISTORY     - UNK      MONUMENTED       DOD
 BW1441  HISTORY     - 1966     GOOD             NGS
 BW1441
 BW1441                          STATION DESCRIPTION
 BW1441
 BW1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1441'0.3 MI NW FROM SICILY ISLAND.
 BW1441'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1441'POST OFFICE AT SICILY ISLAND, IN SECTION 16, T 10 N, R 8 E, ABOUT 0.1
 BW1441'MILE NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION, 44 FEET
 BW1441'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 33 FEET NORTHEAST
 BW1441'OF THE CENTER LINE OF A GRAVELED ROAD, 88 FEET NORTHEAST AND ACROSS A
 BW1441'GRAVELED ROAD FROM THE EAST CORNER OF THE RESIDENCE OF MRS. C.R.
 BW1441'SMITH, 56 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A
 BW1441'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, ABOUT 1
 BW1441'FOOT BELOW THE LEVEL OF THE TRACK, A 3-INCH IRON PIPE BEARING A BRASS
 BW1441'CAP AND PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7054 ***********************************************************************
 DF7054  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DF7054  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7054  DESIGNATION -  SICILY ISLAND CORS ARP
 DF7054  CORS_ID     -  SIHS
 DF7054  PID         -  DF7054
 DF7054  STATE/COUNTY-  LA/CATAHOULA
 DF7054  USGS QUAD   -  SICILY ISLAND (1983)
 DF7054
 DF7054                         *CURRENT SURVEY CONTROL
 DF7054  ___________________________________________________________________
 DF7054* NAD 83(CORS)-  31 50 36.15836(N)    091 39 19.56144(W)     ADJUSTED  
 DF7054* NAVD 88     -        33.08 **(meters)     108.5  **(feet)  GPS OBS(2004.65)
 DF7054  **This station is located in a subsidence area (see below).
 DF7054  ___________________________________________________________________
 DF7054  EPOCH DATE  -        2002.00
 DF7054  X           -    -156,670.832 (meters)                     COMP
 DF7054  Y           -  -5,420,983.791 (meters)                     COMP
 DF7054  Z           -   3,345,694.399 (meters)                     COMP
 DF7054  ELLIP HEIGHT-           7.06  (meters)          (08/??/03) GPS OBS
 DF7054  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DF7054
 DF7054  HORZ ORDER  -  SPECIAL (CORS)
 DF7054  ELLP ORDER  -  SPECIAL (CORS)
 DF7054
 DF7054.ITRF positions are available for this station.
 DF7054.The coordinates were established by GPS observations
 DF7054.and adjusted by the National Geodetic Survey in August 2003..
 DF7054.The coordinates are valid at the epoch date displayed above.
 DF7054.The epoch date for horizontal control is a decimal equivalence
 DF7054.of Year/Month/Day.
 DF7054
 DF7054 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DF7054 ** and geoid heights are valid at the date of observation. These heights
 DF7054 ** must always be validated when used as control.
 DF7054 ** The orthometric height was determined by GPS observations using
 DF7054 ** precise GPS observation and processing techniques and a new
 DF7054 ** realization of GEOID03. It supersedes the leveled height previously
 DF7054 ** determined for this station.
 DF7054 ** The geoid height was determined by a new realization of GEOID03 for the
 DF7054 ** epoch indicated which incorporates improved geoid heights for the
 DF7054 ** Southern Louisiana Subsidence area.
 DF7054 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DF7054.The orthometric height was determined by GPS observations and a
 DF7054.high-resolution geoid model using precise GPS observation and
 DF7054.processing techniques.
 DF7054
 DF7054.The PID for the CORS L1 Phase Center is DF7055.
 DF7054
 DF7054.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7054
 DF7054.The ellipsoidal height was determined by GPS observations
 DF7054.and is referenced to NAD 83.
 DF7054
 DF7054.The geoid height was determined by GEOID03.
 DF7054
 DF7054;                    North         East     Units Scale Factor Converg.
 DF7054;SPC LA N     -   149,258.200 1,079,933.525   MT  0.99991558   +0 26 47.5
 DF7054;SPC LA N     -   489,691.28  3,543,081.91   sFT  0.99991558   +0 26 47.5
 DF7054
 DF7054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7054!SPC LA N     -   0.99999889  x   0.99991558  =   0.99991447
 DF7054
 DF7054                          SUPERSEDED SURVEY CONTROL
 DF7054
 DF7054.No superseded survey control is available for this station.
 DF7054
 DF7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR2722223863(NAD 83)
 DF7054_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7054
 DF7054                          STATION DESCRIPTION
 DF7054
 DF7054'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7054'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7054'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7054'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7054'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7054'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7055 ***********************************************************************
 DF7055  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7055  DESIGNATION -  SICILY ISLAND CORS L1 PHASE CENTER
 DF7055  CORS_ID     -  SIHS
 DF7055  PID         -  DF7055
 DF7055  STATE/COUNTY-  LA/CATAHOULA
 DF7055  USGS QUAD   -  SICILY ISLAND (1983)
 DF7055
 DF7055                         *CURRENT SURVEY CONTROL
 DF7055  ___________________________________________________________________
 DF7055* NAD 83(CORS)-  31 50 36.15838(N)    091 39 19.56143(W)     ADJUSTED  
 DF7055* NAVD 88     -                                                        
 DF7055  ___________________________________________________________________
 DF7055  EPOCH DATE  -        2002.00
 DF7055  X           -    -156,670.834 (meters)                     COMP
 DF7055  Y           -  -5,420,983.884 (meters)                     COMP
 DF7055  Z           -   3,345,694.458 (meters)                     COMP
 DF7055  ELLIP HEIGHT-           7.17  (meters)          (08/??/03) GPS OBS
 DF7055  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DF7055
 DF7055  HORZ ORDER  -  SPECIAL (CORS)
 DF7055  ELLP ORDER  -  SPECIAL (CORS)
 DF7055
 DF7055.ITRF positions are available for this station.
 DF7055.The coordinates were established by GPS observations
 DF7055.and adjusted by the National Geodetic Survey in August 2003..
 DF7055.The coordinates are valid at the epoch date displayed above.
 DF7055.The epoch date for horizontal control is a decimal equivalence
 DF7055.of Year/Month/Day.
 DF7055
 DF7055
 DF7055.The PID for the CORS ARP is DF7054.
 DF7055
 DF7055.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7055
 DF7055.The ellipsoidal height was determined by GPS observations
 DF7055.and is referenced to NAD 83.
 DF7055
 DF7055.The geoid height was determined by GEOID03.
 DF7055
 DF7055;                    North         East     Units Scale Factor Converg.
 DF7055;SPC LA N     -   149,258.200 1,079,933.525   MT  0.99991558   +0 26 47.5
 DF7055;SPC LA N     -   489,691.28  3,543,081.91   sFT  0.99991558   +0 26 47.5
 DF7055
 DF7055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7055!SPC LA N     -   0.99999887  x   0.99991558  =   0.99991445
 DF7055
 DF7055                          SUPERSEDED SURVEY CONTROL
 DF7055
 DF7055.No superseded survey control is available for this station.
 DF7055
 DF7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR2722223863(NAD 83)
 DF7055_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7055
 DF7055                          STATION DESCRIPTION
 DF7055
 DF7055'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7055'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7055'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7055'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7055'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7055'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1445 ***********************************************************************
 BW1445  DESIGNATION -  SICILY ISLAND RM 1
 BW1445  PID         -  BW1445
 BW1445  STATE/COUNTY-  LA/CATAHOULA
 BW1445  USGS QUAD   -  SICILY ISLAND (1983)
 BW1445
 BW1445                         *CURRENT SURVEY CONTROL
 BW1445  ___________________________________________________________________
 BW1445* NAD 83(1986)-  31 51 01.     (N)    091 39 37.     (W)     SCALED    
 BW1445* NAVD 88     -        22.19   (+/-2cm)      72.8    (feet)  VERTCON   
 BW1445  ___________________________________________________________________
 BW1445  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW1445
 BW1445  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1445
 BW1445.The horizontal coordinates were scaled from a topographic map and have
 BW1445.an estimated accuracy of +/- 6 seconds.
 BW1445
 BW1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1445.The vertical order pertains to the NGVD 29 superseded value.
 BW1445
 BW1445.The geoid height was determined by GEOID03.
 BW1445
 BW1445;                    North         East    Units  Estimated Accuracy
 BW1445;SPC LA N     -   150,020.    1,079,470.      MT  (+/- 180 meters Scaled)
 BW1445
 BW1445                          SUPERSEDED SURVEY CONTROL
 BW1445
 BW1445  NGVD 29 (??/??/92)   22.200  (m)           72.83   (f) ADJ UNCH    1 2
 BW1445
 BW1445.Superseded values are not recommended for survey control.
 BW1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1445.See file dsdata.txt to determine how the superseded data were derived.
 BW1445
 BW1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR267246(NAD 83)
 BW1445_MARKER: DR = REFERENCE MARK DISK
 BW1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1445_STAMPING: SICILY ISLAND NO 1 1941
 BW1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1445+STABILITY: SURFACE MOTION
 BW1445
 BW1445  HISTORY     - Date     Condition        Report By
 BW1445  HISTORY     - 1941     MONUMENTED       CGS
 BW1445  HISTORY     - 1966     GOOD             NGS
 BW1445
 BW1445                          STATION DESCRIPTION
 BW1445
 BW1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1445'0.3 MI NW FROM SICILY ISLAND.
 BW1445'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1445'POST OFFICE AT SICILY ISLAND, IN SECTION 16, T 10 N, R 8 E, ABOUT 0.1
 BW1445'MILE NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION, 134 FEET
 BW1445'SOUTHWEST OF THE SOUTHWEST RAIL, 61 FEET SOUTHWEST OF THE CENTER LINE
 BW1445'OF A GRAVELED ROAD, 117.55 FEET SOUTH-SOUTHWEST OF P.B.M. SICILY
 BW1445'ISLAND (USE), 70 FEET SOUTHEAST OF THE EAST CORNER OF THE RESIDENCE OF
 BW1445'MRS. C.R. SMITH, 42 FEET SOUTHWEST OF POWER POLE NUMBER 45-550 WHICH
 BW1445'BEARS A TRANSFORMER, 31 FEET WEST OF THE NORTH CORNER OF AN OLD HOUSE,
 BW1445'10 FEET NORTH OF A LARGE MULBERRY TREE, 1.0 FOOT NORTHEAST OF A METAL
 BW1445'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 BW1445'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1444 ***********************************************************************
 BW1444  DESIGNATION -  SICILY ISLAND RM 2
 BW1444  PID         -  BW1444
 BW1444  STATE/COUNTY-  LA/CATAHOULA
 BW1444  USGS QUAD   -  SICILY ISLAND (1983)
 BW1444
 BW1444                         *CURRENT SURVEY CONTROL
 BW1444  ___________________________________________________________________
 BW1444* NAD 83(1986)-  31 51 01.     (N)    091 39 37.     (W)     SCALED    
 BW1444* NAVD 88     -        22.04   (+/-2cm)      72.3    (feet)  VERTCON   
 BW1444  ___________________________________________________________________
 BW1444  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW1444
 BW1444  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1444
 BW1444.The horizontal coordinates were scaled from a topographic map and have
 BW1444.an estimated accuracy of +/- 6 seconds.
 BW1444
 BW1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1444.The vertical order pertains to the NGVD 29 superseded value.
 BW1444
 BW1444.The geoid height was determined by GEOID03.
 BW1444
 BW1444;                    North         East    Units  Estimated Accuracy
 BW1444;SPC LA N     -   150,020.    1,079,470.      MT  (+/- 180 meters Scaled)
 BW1444
 BW1444                          SUPERSEDED SURVEY CONTROL
 BW1444
 BW1444  NGVD 29 (??/??/92)   22.051  (m)           72.35   (f) ADJ UNCH    1 2
 BW1444
 BW1444.Superseded values are not recommended for survey control.
 BW1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1444.See file dsdata.txt to determine how the superseded data were derived.
 BW1444
 BW1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR267246(NAD 83)
 BW1444_MARKER: DR = REFERENCE MARK DISK
 BW1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1444_STAMPING: SICILY ISLAND NO 2 1941
 BW1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1444+STABILITY: SURFACE MOTION
 BW1444
 BW1444  HISTORY     - Date     Condition        Report By
 BW1444  HISTORY     - 1941     MONUMENTED       CGS
 BW1444  HISTORY     - 1966     GOOD             NGS
 BW1444
 BW1444                          STATION DESCRIPTION
 BW1444
 BW1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1444'0.3 MI NW FROM SICILY ISLAND.
 BW1444'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1444'POST OFFICE AT SICILY ISLAND, IN SECTION 16, T 10 N, R 8 E, ABOUT 0.1
 BW1444'MILE NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION, 150 FEET
 BW1444'SOUTHWEST OF THE SOUTHWEST RAIL, 13 FEET NORTHWEST OF THE CENTER LINE
 BW1444'OF A GRAVELED ROAD, 137.10 FEET WEST OF P.B.M. SICILY ISLAND (USE), 71
 BW1444'FEET NORTHWEST AND ACROSS THE ROAD FROM THE NORTHWEST SIDE OF THE
 BW1444'RESIDENCE OF MRS. C.R. SMITH, 55 FEET SOUTHWEST OF A POWER POLE
 BW1444'BEARING A STREET LIGHT, 1 FOOT SOUTHEAST OF A FENCE, IN LINE WITH A
 BW1444'ROW OF TREES, 1.3 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE
 BW1444'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4930 ***********************************************************************
 BJ4930  DESIGNATION -  SIEGEN
 BJ4930  PID         -  BJ4930
 BJ4930  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4930  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4930
 BJ4930                         *CURRENT SURVEY CONTROL
 BJ4930  ___________________________________________________________________
 BJ4930* NAD 83(1992)-  30 22 45.28661(N)    091 04 05.23118(W)     ADJUSTED  
 BJ4930* NAVD 88     -         9.5    (meters)      31.     (feet)  VERTCON   
 BJ4930  ___________________________________________________________________
 BJ4930  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ4930  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4930
 BJ4930  HORZ ORDER  -  FIRST
 BJ4930
 BJ4930.The horizontal coordinates were established by classical geodetic methods
 BJ4930.and adjusted by the National Geodetic Survey in January 1993..
 BJ4930
 BJ4930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4930
 BJ4930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4930
 BJ4930.The geoid height was determined by GEOID03.
 BJ4930
 BJ4930;                    North         East     Units Scale Factor Converg.
 BJ4930;SPC LA S     -   208,334.685 1,025,490.249   MT  0.99994747   +0 07 57.4
 BJ4930;SPC LA S     -   683,511.38  3,364,462.59   sFT  0.99994747   +0 07 57.4
 BJ4930;UTM  15      - 3,362,393.164   685,630.143   MT  1.00002512   +0 58 38.2
 BJ4930
 BJ4930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4930!SPC LA S     -   1.00000277  x   0.99994747  =   0.99995024
 BJ4930!UTM  15      -   1.00000277  x   1.00002512  =   1.00002789
 BJ4930
 BJ4930:                Primary Azimuth Mark                     Grid Az
 BJ4930:SPC LA S     -  BATON ROUGE COUNTRY CLUB TANK            009 16 42.7
 BJ4930:UTM  15      -  BATON ROUGE COUNTRY CLUB TANK            008 26 01.9
 BJ4930
 BJ4930|---------------------------------------------------------------------|
 BJ4930| PID    Reference Object                     Distance      Geod. Az  |
 BJ4930|                                                           dddmmss.s |
 BJ4930| BJ4928 BATON ROUGE COUNTRY CLUB TANK       APPROX. 7.0 KM 0092440.1 |
 BJ4930| BJ4926 BATON ROUGE WICKLAND TERR TANK      APPROX. 7.6 KM 0212202.1 |
 BJ4930| CW2330 SIEGEN AZ MK                                       0324625.1 |
 BJ4930| BJ4951 17 N 003                            397.640 METERS 03714     |
 BJ4930| BJ4929 BATON ROUGE SOUND ENT RAD MAST      APPROX. 1.2 KM 0593707.2 |
 BJ4930| BJ4980 KLEIN                               APPROX. 5.2 KM 1380033.3 |
 BJ4930| BJ3905 SIEGEN RM 3                          28.850 METERS 19321     |
 BJ4930| CW2331 SIEGEN RM 1                          37.570 METERS 19813     |
 BJ4930| CW2332 SIEGEN RM 2                          43.535 METERS 33306     |
 BJ4930| BJ4933 BATON ROUGE DIX ELEC RAD MAST       APPROX. 6.3 KM 3450102.0 |
 BJ4930| BJ4932 BATON ROUGE BOYCE CO RAD MAST       APPROX. 5.3 KM 3481526.1 |
 BJ4930|---------------------------------------------------------------------|
 BJ4930
 BJ4930                          SUPERSEDED SURVEY CONTROL
 BJ4930
 BJ4930  NAD 83(1986)-  30 22 45.30450(N)    091 04 05.22937(W) AD(       ) 1
 BJ4930  NAD 27      -  30 22 44.61358(N)    091 04 04.85438(W) AD(       ) 1
 BJ4930  NGVD 29 (07/19/86)    9.5    (m)           31.     (f) VERT ANG       
 BJ4930
 BJ4930.Superseded values are not recommended for survey control.
 BJ4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4930.See file dsdata.txt to determine how the superseded data were derived.
 BJ4930
 BJ4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8563062393(NAD 83)
 BJ4930_MARKER: DS = TRIANGULATION STATION DISK
 BJ4930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4930_STAMPING: SIEGEN 1970
 BJ4930_MARK LOGO: NGS   
 BJ4930_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4930+STABILITY: SURFACE MOTION
 BJ4930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4930+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1981
 BJ4930
 BJ4930  HISTORY     - Date     Condition        Report By
 BJ4930  HISTORY     - 1970     MONUMENTED       NGS
 BJ4930  HISTORY     - 1975     GOOD             LADTD
 BJ4930  HISTORY     - 19810528 GOOD             NGS
 BJ4930
 BJ4930                          STATION DESCRIPTION
 BJ4930
 BJ4930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4930'THE STATION IS ABOUT 8.0 MILES SOUTHEAST OF THE CENTER OF BATON
 BJ4930'ROUGE, 3.2 MILES NORTHWEST OF KLEINPETER, 1.6 MILES SOUTHWEST OF U.S.
 BJ4930'HIGHWAY 61, IN SECTION 55, T8S, R1E, AND ON LAND OWNED BY THE SAINT
 BJ4930'GEORGE CATHOLIC SCHOOL, RURAL ROUTE 3 BOX 649A, BATON ROUGE,
 BJ4930'LOUISIANA, 70808.
 BJ4930'
 BJ4930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND U.S.
 BJ4930'HIGHWAY 61 AT THE EAST EDGE OF BATON ROUGE, GO SOUTHEAST ON U.S.
 BJ4930'HIGHWAY 61 FOR 4.4 MILES TO SIEGEN LANE.  TURN RIGHT AND GO
 BJ4930'SOUTHWEST ON SIEGEN LANE FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 BJ4930'LEFT, CONTINUE SOUTHWEST ON SIEGEN LANE FOR 0.25 MILE TO THE STATION
 BJ4930'ON THE RIGHT.
 BJ4930'
 BJ4930'STATION MARKS ARE STANDARD DISKS STAMPED SIEGEN 1970.  THE SURFACE
 BJ4930'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4930'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 83 FEET SOUTH-SOUTHWEST
 BJ4930'OF A POWERLINE POLE, 68 FEET WEST-NORTHWEST OF THE CENTER OF SIEGEN
 BJ4930'LANE AND 32 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 BJ4930'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BJ4930'42 INCHES BELOW THE GROUND SURFACE.
 BJ4930'
 BJ4930'REFERENCE MARK 1, A STANDARD DISK STAMPED SIEGEN NO 1 1970, IS SET IN
 BJ4930'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4930'WITH THE GROUND SURFACE.  IT IS 48 FEET WEST-NORTHWEST OF THE CENTER
 BJ4930'OF SIEGEN LANE.
 BJ4930'
 BJ4930'REFERENCE MARK 2, A STANDARD DISK STAMPED SIEGEN NO 2 1970, IS SET IN
 BJ4930'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4930'WITH THE GROUND SURFACE.  IT IS 97 FEET EAST OF A POWERLINE POLE
 BJ4930'WITH A TRANSFORMER AND 17 FEET SOUTHWEST OF A TELEPHONE BOX.
 BJ4930'
 BJ4930'THE AZIMUTH MARK, A STANDARD DISK STAMPED SIEGEN 1970, IS SET IN THE
 BJ4930'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4930'THE GROUND SURFACE.  IT IS 71 FEET NORTH OF THE CENTER OF A GRAVELED
 BJ4930'DRIVEWAY, 36 FEET EAST OF THE CENTER OF SIEGEN LANE, 3 FEET
 BJ4930'WEST OF A WIRE FENCE AND 3 FEET SOUTH OF A POWERLINE POLE.
 BJ4930'
 BJ4930'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 BJ4930
 BJ4930                          STATION RECOVERY (1975)
 BJ4930
 BJ4930'RECOVERY NOTE BY LA TRANSP AND DEV 1975 (RT)
 BJ4930'THE STATION WAS VISITED ON 2-13-75 AND THE STATION, REFERENCE
 BJ4930'MARK 1 AND REFERENCE MARK 2 WERE FOUND TO BE IN GOOD
 BJ4930'CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE FOR THE STATION
 BJ4930'AND REFERENCE MARKS.  THE AZIMUTH MARK WAS DESTROYED BY
 BJ4930'CONSTRUCTION ON INTERSTATE 10.
 BJ4930'
 BJ4930'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4930'
 BJ4930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4930'8 MILES SOUTHEAST OF DOWNTOWN B. ROUGE.
 BJ4930
 BJ4930                          STATION RECOVERY (1981)
 BJ4930
 BJ4930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RJT)
 BJ4930'THE STATION MARK AND REFERENCE MARK NO 2 WERE RECOVERED AND FOUND IN
 BJ4930'GOOD CONDITION AS DESCRIBED IN 1970.  REFERENCE MARK NO 1 AND THE
 BJ4930'AZIMUTH WERE DESTROYED.  A NEW REFERENCE MARK WAS SET AT THIS TIME.
 BJ4930'17N003 LADH 1975 WAS INCLUDED IN TRAVERSE AT THIS TIME.
 BJ4930' 
 BJ4930'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED--SIEGEN 1970 NO 3
 BJ4930'1981--, CEMENTED IN DRILL HOLE IN A CONCRETE SLAB NEAR A ENTRANCE TO A
 BJ4930'PARKING LOT SOUTH OF THE ST GEORGE CATHOLIC SCHOOL.  IT IS LOCATED
 BJ4930'114.0 FT (34.75 M) SSW FROM A POWER POLE WITH FLASHING LIGHT ATTACHED,
 BJ4930'44.5 FT (13.6 M) WNW FROM THE CENTER OF SIEGEN LANE, AND 1.6 FT (0.49
 BJ4930'M) S FROM EDGE OF CONCRETE DRIVE TO PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3905 ***********************************************************************
 BJ3905  DESIGNATION -  SIEGEN RM 3
 BJ3905  PID         -  BJ3905
 BJ3905  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3905  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3905
 BJ3905                         *CURRENT SURVEY CONTROL
 BJ3905  ___________________________________________________________________
 BJ3905* NAD 83(1992)-  30 22 44.37504(N)    091 04 05.48053(W)     ADJUSTED  
 BJ3905* NAVD 88     -         9.290  (meters)      30.48   (feet)  ADJUSTED  
 BJ3905  ___________________________________________________________________
 BJ3905  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ3905  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3905  DYNAMIC HT  -           9.278 (meters)      30.44  (feet)  COMP
 BJ3905  MODELED GRAV-     979,332.8   (mgal)                       NAVD 88
 BJ3905
 BJ3905  HORZ ORDER  -  THIRD
 BJ3905  VERT ORDER  -  SECOND    CLASS II
 BJ3905
 BJ3905.The horizontal coordinates were established by classical geodetic methods
 BJ3905.and adjusted by the National Geodetic Survey in January 1993..
 BJ3905.No horizontal observational check was made to the station.
 BJ3905
 BJ3905.The orthometric height was determined by differential leveling
 BJ3905.and adjusted by the National Geodetic Survey in February 1994..
 BJ3905
 BJ3905.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3905
 BJ3905.The geoid height was determined by GEOID03.
 BJ3905
 BJ3905.The dynamic height is computed by dividing the NAVD 88
 BJ3905.geopotential number by the normal gravity value computed on the
 BJ3905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3905.degrees latitude (g = 980.6199 gals.).
 BJ3905
 BJ3905.The modeled gravity was interpolated from observed gravity values.
 BJ3905
 BJ3905;                    North         East     Units Scale Factor Converg.
 BJ3905;SPC LA S     -   208,306.600 1,025,483.657   MT  0.99994744   +0 07 57.3
 BJ3905;SPC LA S     -   683,419.24  3,364,440.96   sFT  0.99994744   +0 07 57.3
 BJ3905;UTM  15      - 3,362,364.982   685,623.965   MT  1.00002509   +0 58 38.0
 BJ3905
 BJ3905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3905!SPC LA S     -   1.00000280  x   0.99994744  =   0.99995024
 BJ3905!UTM  15      -   1.00000280  x   1.00002509  =   1.00002789
 BJ3905
 BJ3905                          SUPERSEDED SURVEY CONTROL
 BJ3905
 BJ3905  NAD 83(1986)-  30 22 44.39292(N)    091 04 05.47873(W) AD(       ) 3
 BJ3905  NGVD 29 (11/02/92)    9.34   (m)           30.6    (f) LEVELING    3  
 BJ3905
 BJ3905.Superseded values are not recommended for survey control.
 BJ3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3905.See file dsdata.txt to determine how the superseded data were derived.
 BJ3905
 BJ3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8562462365(NAD 83)
 BJ3905_MARKER: DS = TRIANGULATION STATION DISK
 BJ3905_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3905_SP_SET: PAVEMENTS
 BJ3905_STAMPING: SIEGEN 1970 NO 3 1981
 BJ3905_MARK LOGO: LADH  
 BJ3905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3905
 BJ3905  HISTORY     - Date     Condition        Report By
 BJ3905  HISTORY     - 1981     MONUMENTED       LADH
 BJ3905  HISTORY     - 1987     GOOD             LA-033
 BJ3905
 BJ3905                          STATION DESCRIPTION
 BJ3905
 BJ3905'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3905'IN BATON ROUGE.
 BJ3905'ABOUT 2.7 KM (1.65 MI) SOUTHWEST ON SIEGEN LANE FROM THE JUNCTION OF
 BJ3905'SIEGEN LANE AND US HIGHWAY 61 (AIRLINE HIGHWAY) TO THE REFERENCE MARK
 BJ3905'AT THE SAINT GEORGE CATHOLIC SCHOOL, 34.8 METERS (114 FEET) SOUTH-
 BJ3905'SOUTHWEST OF A POWER POLE WITH A FLASHING LIGHT ATTACHED, 13.6 METERS
 BJ3905'(44.5 FEET) WEST-NORTHWEST OF THE CENTER OF SIEGEN LANE AND 0.49
 BJ3905'METERS (1.6 FEET) SOUTH OF THE SOUTH EDGE OF A CONCRETE DRIVE INTO
 BJ3905'PARKING LOT.
 BJ3905'THE MARK IS 1.22 METERS  SW FROM A WITNESS POST.
 BJ3905'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1700 ***********************************************************************
 BX1700  DESIGNATION -  SIGN
 BX1700  PID         -  BX1700
 BX1700  STATE/COUNTY-  LA/NATCHITOCHES
 BX1700  USGS QUAD   -  ROBELINE (1988)
 BX1700
 BX1700                         *CURRENT SURVEY CONTROL
 BX1700  ___________________________________________________________________
 BX1700* NAD 83(1992)-  31 40 16.31477(N)    093 15 16.12629(W)     ADJUSTED  
 BX1700* NAVD 88     -        71.53   (+/-2cm)     234.7    (feet)  VERTCON   
 BX1700  ___________________________________________________________________
 BX1700  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BX1700  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1700
 BX1700  HORZ ORDER  -  FIRST
 BX1700  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1700
 BX1700.The horizontal coordinates were established by classical geodetic methods
 BX1700.and adjusted by the National Geodetic Survey in January 1993..
 BX1700
 BX1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1700.The vertical order pertains to the NGVD 29 superseded value.
 BX1700
 BX1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1700
 BX1700.The geoid height was determined by GEOID03.
 BX1700
 BX1700;                    North         East     Units Scale Factor Converg.
 BX1700;SPC LA N     -   130,105.680   928,459.637   MT  0.99992394   -0 23 56.0
 BX1700;SPC LA N     -   426,855.05  3,046,121.33   sFT  0.99992394   -0 23 56.0
 BX1700;UTM  15      - 3,504,019.603   475,877.631   MT  0.99960718   -0 08 01.0
 BX1700
 BX1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1700!SPC LA N     -   0.99999287  x   0.99992394  =   0.99991681
 BX1700!UTM  15      -   0.99999287  x   0.99960718  =   0.99960006
 BX1700
 BX1700:                Primary Azimuth Mark                     Grid Az
 BX1700:SPC LA N     -  FLAT                                     276 31 00.8
 BX1700:UTM  15      -  FLAT                                     276 15 05.8
 BX1700
 BX1700|---------------------------------------------------------------------|
 BX1700| PID    Reference Object                     Distance      Geod. Az  |
 BX1700|                                                           dddmmss.s |
 BX1700| BX2834 FLAT                                APPROX. 0.5 KM 2760704.8 |
 BX1700|---------------------------------------------------------------------|
 BX1700
 BX1700                          SUPERSEDED SURVEY CONTROL
 BX1700
 BX1700  NAD 83(1986)-  31 40 16.32878(N)    093 15 16.11895(W) AD(       ) 1
 BX1700  NAD 27      -  31 40 15.72500(N)    093 15 15.50600(W) AD(       ) 1
 BX1700  NGVD 29 (??/??/??)   71.581  (m)          234.85   (f) ADJUSTED    1 2
 BX1700
 BX1700.Superseded values are not recommended for survey control.
 BX1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1700.See file dsdata.txt to determine how the superseded data were derived.
 BX1700
 BX1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7587804020(NAD 83)
 BX1700_MARKER: DS = TRIANGULATION STATION DISK
 BX1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1700_STAMPING: 234.973 SIGN 1919
 BX1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1700+STABILITY: SURFACE MOTION
 BX1700
 BX1700  HISTORY     - Date     Condition        Report By
 BX1700  HISTORY     - 1919     MONUMENTED       CGS
 BX1700  HISTORY     - 1919     GOOD             CGS
 BX1700  HISTORY     - 1935     GOOD             CGS
 BX1700  HISTORY     - 1936     GOOD             LAGS
 BX1700  HISTORY     - 1943     GOOD             USE
 BX1700  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX1700
 BX1700                          STATION DESCRIPTION
 BX1700
 BX1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1700'STATION IS ABOUT 1 MILE W OF VICTORIA, ON EXTENSION OF TANGENT
 BX1700'OF S RAIL FROM E, 46 METERS (151 FEET) E OF RAILWAY TRESTLE
 BX1700'NO. 249.6, AND 12.55 METERS (41.2 FEET) S OF CENTER LINE OF MAIN
 BX1700'TRACK.
 BX1700'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BX1700'IN CONCRETE.
 BX1700
 BX1700                          STATION RECOVERY (1919)
 BX1700
 BX1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1700'1 MI W FROM VICTORIA.
 BX1700'ABOUT 3.5 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1700'STATION AT PROVENCAL, NATCHITOCHES PARISH, ON THE PROLONGATION OF THE
 BX1700'SOUTH RAIL OF THE EAST TANGENT, 8.6 FEET SOUTHWEST OF THE SECOND POLE
 BX1700'EAST OF TRESTLE 249.6, AND 41.2 FEET SOUTH OF THE CENTER LINE OF THE
 BX1700'MAIN TRACK.  A STANDARD TRIANGULATION-STATION DISK, STAMPED 234.973
 BX1700'SIGN 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1700
 BX1700                          STATION RECOVERY (1935)
 BX1700
 BX1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1700'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX1700'
 BX1700'STATION IS 39.0 FEET S OF S RAIL, 8.6 FEET SW OF 2ND TELEGRAPH
 BX1700'POLE E OF RAILROAD TRESTLE NO. 249.6.  STATION MARK IS STAMPED
 BX1700'SIGN 1919.
 BX1700'
 BX1700'REFERENCE MARKS (1935) ARE STANDARD BRONZE DISKS SET IN THE
 BX1700'TOPS OF 14-BY 14-BY 30-INCH CONCRETE PIERS.
 BX1700'
 BX1700'REFERENCE MARK NO. 1 IS 1 FOOT N OF S FENCE LINE AND 38.2
 BX1700'FEET S OF 2ND TELEPHONE POLE E OF RAILROAD TRESTLE NO. 249.6,
 BX1700'9.702 METERS (31.83 FEET) FROM STATION S 06 DEG 53 MIN
 BX1700'15 SEC E.
 BX1700'
 BX1700'REFERENCE MARK NO. 2 IS 38.7 FEET S OF S RAIL, 52.6 FEET E
 BX1700'OF 1ST TELEGRAPH POLE E OF RAILROAD TRESTLE NO. 249.6, 27.46
 BX1700'METERS (90.07 FEET) FROM STATION S 88 DEG 21 MIN
 BX1700'45 SEC W.
 BX1700'
 BX1700'DISTANCE BETWEEN REFERENCE MARKS IS 29.79 METERS (97.73 FEET)
 BX1700'AND S 72 DEG 40 MIN 15 SEC E.
 BX1700'
 BX1700'TO REACH STATION TAKE DIRT ROAD E FROM ROBELINE TOWARDS
 BX1700'PROVENCAL, GO E ABOUT 6 MILES TO TOP OF RIDGE, TURN N ON DIRT
 BX1700'ROAD THROUGH WOODS TO NEGRO FARMHOUSE, THENCE N ABOUT 1/8
 BX1700'MILE TO RAILROAD, CROSS RAILROAD, TURN E AND GO ABOUT 1/2 MILE
 BX1700'ALONG ROUGH DIRT ROAD ALONG PIPE LINE TO STATION.
 BX1700
 BX1700                          STATION RECOVERY (1936)
 BX1700
 BX1700'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX1700'STATION RECOVERED AS DESCRIBED.
 BX1700
 BX1700                          STATION RECOVERY (1943)
 BX1700
 BX1700'RECOVERY NOTE BY US ENGINEERS 1943
 BX1700'THE STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED
 BX1700'IN GOOD CONDITION AS DESCRIBED.
 BX1700
 BX1700                          STATION RECOVERY (2001)
 BX1700
 BX1700'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2799 ***********************************************************************
 CQ2799  DESIGNATION -  SIKES
 CQ2799  PID         -  CQ2799
 CQ2799  STATE/COUNTY-  LA/WINN
 CQ2799  USGS QUAD   -  SIKES (1989)
 CQ2799
 CQ2799                         *CURRENT SURVEY CONTROL
 CQ2799  ___________________________________________________________________
 CQ2799* NAD 83(1992)-  32 04 11.56020(N)    092 29 54.64815(W)     ADJUSTED  
 CQ2799* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 CQ2799  ___________________________________________________________________
 CQ2799  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CQ2799  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ2799
 CQ2799  HORZ ORDER  -  FIRST
 CQ2799
 CQ2799.The horizontal coordinates were established by classical geodetic methods
 CQ2799.and adjusted by the National Geodetic Survey in January 1993..
 CQ2799
 CQ2799.The orthometric height was scaled from a topographic map.
 CQ2799
 CQ2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2799
 CQ2799.The geoid height was determined by GEOID03.
 CQ2799
 CQ2799;                    North         East     Units Scale Factor Converg.
 CQ2799;SPC LA N     -   174,060.355 1,000,140.358   MT  0.99991825   +0 00 02.8
 CQ2799;SPC LA N     -   571,063.01  3,281,293.82   sFT  0.99991825   +0 00 02.8
 CQ2799;UTM  15      - 3,548,291.150   547,332.398   MT  0.99962763   +0 15 58.6
 CQ2799
 CQ2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2799!SPC LA N     -   0.99999177  x   0.99991825  =   0.99991002
 CQ2799!UTM  15      -   0.99999177  x   0.99962763  =   0.99961940
 CQ2799
 CQ2799:                Primary Azimuth Mark                     Grid Az
 CQ2799:SPC LA N     -  SIKES STATE FIRE TOWER                   039 19 32.9
 CQ2799:UTM  15      -  SIKES STATE FIRE TOWER                   039 03 37.1
 CQ2799
 CQ2799|---------------------------------------------------------------------|
 CQ2799| PID    Reference Object                     Distance      Geod. Az  |
 CQ2799|                                                           dddmmss.s |
 CQ2799| CQ2802 SIKES STATE FIRE TOWER              APPROX.10.2 KM 0391935.7 |
 CQ2799| CQ2800 TREMONT                             APPROX. 6.2 KM 1305548.3 |
 CQ2799| CY5530 SIKES RM 1                           89.911 METERS 25915     |
 CQ2799| CY5532 SIKES RM 3                          118.840 METERS 29930     |
 CQ2799| CY5531 SIKES RM 2                           57.303 METERS 34829     |
 CQ2799|---------------------------------------------------------------------|
 CQ2799
 CQ2799                          SUPERSEDED SURVEY CONTROL
 CQ2799
 CQ2799  NAD 83(1986)-  32 04 11.57415(N)    092 29 54.63937(W) AD(       ) 1
 CQ2799  NAD 27      -  32 04 10.99724(N)    092 29 54.11240(W) AD(       ) 1
 CQ2799
 CQ2799.Superseded values are not recommended for survey control.
 CQ2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2799.See file dsdata.txt to determine how the superseded data were derived.
 CQ2799
 CQ2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4733248291(NAD 83)
 CQ2799_MARKER: DS = TRIANGULATION STATION DISK
 CQ2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2799
 CQ2799  HISTORY     - Date     Condition        Report By
 CQ2799  HISTORY     - 1934     MONUMENTED       CGS
 CQ2799  HISTORY     - 1937     GOOD             LAGS
 CQ2799
 CQ2799                          STATION DESCRIPTION
 CQ2799
 CQ2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 CQ2799'STATION IS ABOUT 1.5 MILES SW OF SIKES IN THE S 1/2 OF NW
 CQ2799'1/4 OF SEC. 32, T 13 N, R 1 W, ON LAND OWNED BY T.V.
 CQ2799'BEAVER ESTATE.
 CQ2799'
 CQ2799'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CQ2799'DISKS SET IN CONCRETE.
 CQ2799'
 CQ2799'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A COPPER
 CQ2799'BOLT.
 CQ2799'
 CQ2799'REFERENCE MARK NO. 1 IS W OF STATION 84.911 METERS (278.59
 CQ2799'FEET) 17 FEET S OF CENTER LINE OF ROAD AND 1 FOOT N OF FENCE
 CQ2799'LINE.
 CQ2799'
 CQ2799'REFERENCE MARK NO. 2 IS N OF STATION 57.303 METERS (188.02
 CQ2799'FEET) AND ABOUT 50 FEET TO FENCE LINE.
 CQ2799'
 CQ2799'REFERENCE MARK NO. 3 IS NW OF STATION 118.840 METERS (389.92
 CQ2799'FEET) 7 FEET S OF CORNER OF BARNYARD FENCE CORNER AND 1 FOOT
 CQ2799'E OF FENCE LINE.
 CQ2799'
 CQ2799'TO REACH FROM SIKES--GO W FROM THE MAIN CORNER OF TOWN 0.15
 CQ2799'MILE TO SIDE ROAD S PAST SCHOOLHOUSE.  GO S ON THIS ROAD
 CQ2799'1.0 MILE TO TOP OF HILL AND TURN RIGHT, STATION ON LEFT.
 CQ2799'STATION IS 24 FEET S OF CENTER LINE OF UNGRADED ROAD AND
 CQ2799'15 FEET N OF FENCE LINE.
 CQ2799'
 CQ2799'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 CQ2799
 CQ2799                          STATION RECOVERY (1937)
 CQ2799
 CQ2799'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 CQ2799'STATION IS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2801 ***********************************************************************
 CQ2801  DESIGNATION -  SIKES LOOKOUT TOWER
 CQ2801  PID         -  CQ2801
 CQ2801  STATE/COUNTY-  LA/WINN
 CQ2801  USGS QUAD   -  SIKES (1989)
 CQ2801
 CQ2801                         *CURRENT SURVEY CONTROL
 CQ2801  ___________________________________________________________________
 CQ2801* NAD 83(1992)-  32 04 32.54591(N)    092 26 13.37577(W)     ADJUSTED  
 CQ2801* NAVD 88     -                                                        
 CQ2801  ___________________________________________________________________
 CQ2801  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CQ2801  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ2801
 CQ2801  HORZ ORDER  -  THIRD
 CQ2801
 CQ2801.The horizontal coordinates were established by classical geodetic methods
 CQ2801.and adjusted by the National Geodetic Survey in January 1993..
 CQ2801
 CQ2801
 CQ2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2801
 CQ2801.The geoid height was determined by GEOID03.
 CQ2801
 CQ2801;                    North         East     Units Scale Factor Converg.
 CQ2801;SPC LA N     -   174,708.434 1,005,943.077   MT  0.99991853   +0 01 59.8
 CQ2801;SPC LA N     -   573,189.25  3,300,331.58   sFT  0.99991853   +0 01 59.8
 CQ2801;UTM  15      - 3,548,965.926   553,130.385   MT  0.99963481   +0 17 56.2
 CQ2801
 CQ2801                          SUPERSEDED SURVEY CONTROL
 CQ2801
 CQ2801  NAD 83(1986)-  32 04 32.56021(N)    092 26 13.36713(W) AD(       ) 4
 CQ2801  NAD 27      -  32 04 31.98638(N)    092 26 12.84715(W) AD(       ) 3
 CQ2801
 CQ2801.Superseded values are not recommended for survey control.
 CQ2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2801.See file dsdata.txt to determine how the superseded data were derived.
 CQ2801
 CQ2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5313048966(NAD 83)
 CQ2801_MARKER: 57 = LOOKOUT TOWER
 CQ2801
 CQ2801  HISTORY     - Date     Condition        Report By
 CQ2801  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2801  HISTORY     - 1990     GOOD             USPSQD
 CQ2801  HISTORY     - 1991     GOOD             USPSQD
 CQ2801
 CQ2801                          STATION DESCRIPTION
 CQ2801
 CQ2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2801'STATION IS THE TOP-CENTER OF THE CONICAL SHAPED ROOF OF THE
 CQ2801'SIKES LOOKOUT TOWER OBSERVATION CABIN WHICH IS A SQUARE METAL
 CQ2801'CABIN, GRAY IN COLOR WITH WINDOWS ON ALL SIDES, 110 FEET IN
 CQ2801'HEIGHT AND SUPPORTED BY 4 CHANNEL STEEL LEGS.
 CQ2801'
 CQ2801'LOCATED ABOUT 3 MILES EAST OF SIKES, 0.35 MILE SOUTH OF STATE
 CQ2801'HIGHWAY 126, IN SECTION 26.  T 13 N.  R 1 W.
 CQ2801
 CQ2801                          STATION RECOVERY (1990)
 CQ2801
 CQ2801'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2801'RECOVERED IN GOOD CONDITION.
 CQ2801
 CQ2801                          STATION RECOVERY (1991)
 CQ2801
 CQ2801'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2074 ***********************************************************************
 BX2074  DESIGNATION -  SILVER
 BX2074  PID         -  BX2074
 BX2074  STATE/COUNTY-  LA/VERNON
 BX2074  USGS QUAD   -  SLAGLE (1974)
 BX2074
 BX2074                         *CURRENT SURVEY CONTROL
 BX2074  ___________________________________________________________________
 BX2074* NAD 83(1992)-  31 14 21.45649(N)    093 12 19.07148(W)     ADJUSTED  
 BX2074* NAVD 88     -       117.38   (+/-2cm)     385.1    (feet)  VERTCON   
 BX2074  ___________________________________________________________________
 BX2074  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 BX2074  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX2074
 BX2074  HORZ ORDER  -  FIRST
 BX2074  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2074
 BX2074.The horizontal coordinates were established by classical geodetic methods
 BX2074.and adjusted by the National Geodetic Survey in January 1993..
 BX2074
 BX2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2074.The vertical order pertains to the NGVD 29 superseded value.
 BX2074
 BX2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2074
 BX2074.The geoid height was determined by GEOID03.
 BX2074
 BX2074;                    North         East     Units Scale Factor Converg.
 BX2074;SPC LA N     -    82,189.227   932,811.387   MT  0.99998433   -0 22 22.4
 BX2074;SPC LA N     -   269,649.16  3,060,398.69   sFT  0.99998433   -0 22 22.4
 BX2074;UTM  15      - 3,456,140.317   480,450.136   MT  0.99960471   -0 06 23.3
 BX2074
 BX2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2074!SPC LA N     -   0.99998571  x   0.99998433  =   0.99997004
 BX2074!UTM  15      -   0.99998571  x   0.99960471  =   0.99959043
 BX2074
 BX2074|---------------------------------------------------------------------|
 BX2074| PID    Reference Object                     Distance      Geod. Az  |
 BX2074|                                                           dddmmss.s |
 BX2074| BX2073 SILVER RM A                          45.485 METERS 09006     |
 BX2074| BX2076 SILVER RM 1                          28.210 METERS 18810     |
 BX2074| CV9216 SILVER AZ MK                                       2012957.8 |
 BX2074| BX2075 SILVER RM 2                          32.342 METERS 30727     |
 BX2074|---------------------------------------------------------------------|
 BX2074
 BX2074                          SUPERSEDED SURVEY CONTROL
 BX2074
 BX2074  NAD 83(1986)-  31 14 21.47162(N)    093 12 19.06556(W) AD(       ) 1
 BX2074  NAD 27      -  31 14 20.81621(N)    093 12 18.47696(W) AD(       ) 1
 BX2074  NGVD 29 (??/??/??)  117.458  (m)          385.36   (f) ADJUSTED    2 1
 BX2074
 BX2074.Superseded values are not recommended for survey control.
 BX2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2074.See file dsdata.txt to determine how the superseded data were derived.
 BX2074
 BX2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8045056140(NAD 83)
 BX2074_MARKER: DS = TRIANGULATION STATION DISK
 BX2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2074_STAMPING: SILVER 1965
 BX2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2074+STABILITY: SURFACE MOTION
 BX2074
 BX2074  HISTORY     - Date     Condition        Report By
 BX2074  HISTORY     - 1965     MONUMENTED       CGS
 BX2074  HISTORY     - 1974     GOOD             NGS
 BX2074  HISTORY     - 1975     GOOD             LADTD
 BX2074  HISTORY     - 19940611 GOOD             USPSQD
 BX2074  HISTORY     - 20010331 GOOD             NGS
 BX2074
 BX2074                          STATION DESCRIPTION
 BX2074
 BX2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2074'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF LEESVILLE, 8
 BX2074'MILES WEST OF ANACOCO AND ON STATE HIGHWAY 117 RIGHT-OF-WAY.  IT
 BX2074'IS IN THE NE 1/4 OF THE SE 1/4 OF SEC.17, T 3 N.,R 8 W.
 BX2074'
 BX2074'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE HIGHWAY
 BX2074'8 IN LEESVILLE, GO NORTH ON BOTH HIGHWAYS FOR 0.8 MILE TO THE
 BX2074'JUNCTION OF STATE HIGHWAY 1213.  KEEP RIGHT, STRAIGHT AHEAD ON
 BX2074'HIGHWAY 1213 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 8.
 BX2074'HERE JOG RIGHT FOR ABOUT 150 FEET TO THE JUNCTION OF STATE HIGHWAY
 BX2074'117.  TURN LEFT AND FOLLOW HIGHWAY 117 NORTH AND NORTHEAST
 BX2074'FOR 5.8 MILES TO THE JUNCTION OF STATE HIGHWAY 111, CONTINUE
 BX2074'STRAIGHT AHEAD ON HIGHWAY 117 FOR 0.6 MILE TO AZIMUTH MARK ON
 BX2074'THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON HIGHWAY
 BX2074'117 FOR 0.3 MILE TO STATION ON LEFT AS DESCRIBED.
 BX2074'
 BX2074'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP OF
 BX2074'A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES AND IS
 BX2074'STAMPED SILVER 1965.  IT IS 77 FEET WEST-NORTHWEST OF CENTERLINE
 BX2074'OF HIGHWAY 117, 45 FEET SOUTH-SOUTHWEST OF CENTER OF GRAVEL ROAD,
 BX2074'51 FEET SOUTH OF A CATTLE GUARD, 21.0 FEET NORTH-NORTHEAST OF A
 BX2074'HIGHWAY RIGHT-OF-WAY POST AND 4.3 FEET WEST OF A METAL WITNESS
 BX2074'POST.
 BX2074'
 BX2074'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET
 BX2074'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 BX2074'INCHES AND IS STAMPED SILVER NO 1 1965.  IT IS 47 FEET
 BX2074'WEST-NORTHWEST OF CENTERLINE OF HIGHWAY 117, 15.5 FEET
 BX2074'SOUTH-SOUTHWEST OF HIGHWAY RIGHT-OF-WAY POST AND 1.5 FEET
 BX2074'WEST-NORTHWEST OF A FENCELINE.
 BX2074'
 BX2074'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET
 BX2074'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 5
 BX2074'INCHES AND IS STAMPED SILVER NO 2 1965.  IT IS 51 FEET
 BX2074'SOUTH-SOUTHWEST OF CENTER OF THE GRAVEL ROAD, 26.0 FEET NORTH
 BX2074'OF AN 18 INCH PINE TREE AND 4.2 FEET WEST OF AN 8 INCH PINE TREE.
 BX2074'
 BX2074'AZIMUTH MARK IS A LOUISIANA GEODETIC SURVEY DISK, SET IN THE
 BX2074'TOP OF AN 8 INCH, SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 BX2074'5 INCHES AND IS STAMPED W.P.A. STATION.  IT IS 26 FEET EAST OF
 BX2074'CENTERLINE OF HIGHWAY 117, 48.5 FEET NORTH OF HIGHWAY RIGHT-OF-WAY
 BX2074'POST, 2.4 FEET WEST-NORTHWEST OF A FENCELINE AND 1.8 FEET
 BX2074'NORTHWEST OF A METAL WITNESS POST.
 BX2074'
 BX2074'A TRAVERSE CONNECTION WAS MADE TO SILVER RM A.
 BX2074'
 BX2074'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 27.17 METERS.
 BX2074
 BX2074                          STATION RECOVERY (1974)
 BX2074
 BX2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWH)
 BX2074'THE STATION IS LOCATED ABOUT 8.05 MILES NORTH ALONG LOUISIANA
 BX2074'HIGHWAY 117 FROM THE COURTHOUSE IN LEESVILLE TO THE INTERSECTION
 BX2074'OF A GRAVEL CROSSROAD AND LOUISIANA HIGHWAY 117 TO THE MARK ON
 BX2074'THE LEFT.
 BX2074'
 BX2074'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP
 BX2074'OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES
 BX2074'ABOVE THE GROUND AND IS STAMPED SILVER 1965.  IT 77 FEET
 BX2074'WEST-NORTHWEST OF THE CENTER OF LOUISIANA HIGHWAY 117.  45
 BX2074'FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING
 BX2074'NORTHWEST.  51 FEET SOUTH OF A METAL CATTLE GAP.  21.0 FEET
 BX2074'NORTH-NORTHEAST OF A L.D.H. RIGHT-OF-WAY MARKER POST.  A METAL
 BX2074'WITNESS POST IS SET 1.5 FEET EAST OF THE MARK.
 BX2074'
 BX2074'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 BX2074'THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 BX2074'INCHES ABOVE THE GROUND AND IS STAMPED SILVER NO. 1 1965.  IT IS
 BX2074'47 FEET WEST-NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BX2074'117.  15.5 FEET SOUTH-SOUTHWEST OF A L.D.H. RIGHT-OF-WAY MARKER
 BX2074'POST.  1.5 FEET WEST-NORTHWEST OF A BARB WIRE FENCE.  A STEEL
 BX2074'WITNESS POST IS SET 1 FOOT EAST OF THE MARK.
 BX2074'
 BX2074'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK, SET IN
 BX2074'THE TOP OF A 10 INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 5
 BX2074'INCHES ABOVE THE GROUND AND IS STAMPED SILVER NO. 2 1965.  IT IS
 BX2074'51 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD LEADING
 BX2074'NORTHWEST.  26 FEET NORTH OF A 18 INCH PINE TREE STUMP.  4.2
 BX2074'FEET WEST OF A 8 INCH PINE TREE.  A STEEL WITNESS POST IS SET
 BX2074'2 FEET EAST OF THE MARK.
 BX2074'
 BX2074'THE AZIMUTH MARK IS A LOUISIANA GEODETIC SURVEY DISK, SET IN
 BX2074'THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BX2074'ABOUT 2 INCHES AND IS STAMPED W.P.A. STATION.  IT IS 56 FEET
 BX2074'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 117.  48.5 FEET NORTH
 BX2074'OF L.D.H. RIGHT-OF-WAY MARKER POST.  2.4 FEET WEST-NORTHWEST OF A
 BX2074'BARB WIRE FENCE.  A METAL WITNESS POST IS SET 1.8 FEET SOUTHEAST
 BX2074'OF THE MARK.  THIS MARK WAS NOT USE IN THIS LINE BECAUSE IT IS
 BX2074'SLIGHTLY DISTRUBED AND THE ROD WOULD NOT SET STRAIGHT ON THE
 BX2074'MARKER.
 BX2074'
 BX2074'SILVER RM A STATION IS LOCATED DIAGONALLY ACROSS LOUISIANA
 BX2074'HIGHWAY 117 AND A GRAVELED ROAD INTERSECTION FROM TRIANGULATION
 BX2074'STATION SILVER, ON HIGHWAY RIGHT-OF-WAY AND INSIDE A FENCED
 BX2074'PASTURE.  IT IS SET 55 FEET EAST-SOUTHEAST OF THE CENTER OF
 BX2074'LOUISIANA HIGHWAY 117.  42.5 FEET SOUTH-SOUTHEAST OF
 BX2074'L.D.H. RIGHT-OF-WAY MARKER POST.  32 FEET WEST-NORTHWEST OF
 BX2074'ANOTHER L.D.H. RIGHT-OF-WAY MARKER POST.  11.5 FEET EAST OF A
 BX2074'NORTH-SOUTH BARB WIRE FENCE.  A METAL WITNESS POST IS SET 5.3
 BX2074'FEET WEST OF THE MARK.
 BX2074'
 BX2074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2074'8.05 MILES NORTH OF LEESVILLE.
 BX2074
 BX2074                          STATION RECOVERY (1975)
 BX2074
 BX2074'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BX2074'8.05 MI N FROM LEESVILLE.
 BX2074'LOCATED ABOUT 8.05 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2074'COURTHOUSE IN LEESVILLE.  1.0 MILES SOUTH OF B.M. 58V56.  77 FEET WEST
 BX2074'NORTHWEST OF THE CENTER OF LOUISIANA HIGHWAY 117.  45 FEET SOUTH
 BX2074'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING NORTH.  51 FEET SOUTH
 BX2074'OF THE CENTER OF A METAL CATTLE GAP.  21 FEET NORTH NORTHEAST OF A
 BX2074'L.D.H. RIGHT-OF-WAY MARKER.  SET IN THE TOP OF A 8 INCH CONCRETE POST
 BX2074'PROJECTING 5 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5
 BX2074'FEET EAST OF THE MARK.
 BX2074
 BX2074                          STATION RECOVERY (1994)
 BX2074
 BX2074'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2074'RECOVERED IN GOOD CONDITION.
 BX2074
 BX2074                          STATION RECOVERY (2001)
 BX2074
 BX2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2074'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2818 ***********************************************************************
 AU2818  DESIGNATION -  SILVER
 AU2818  PID         -  AU2818
 AU2818  STATE/COUNTY-  LA/JEFFERSON
 AU2818  USGS QUAD   -  LAFITTE (1973)
 AU2818
 AU2818                         *CURRENT SURVEY CONTROL
 AU2818  ___________________________________________________________________
 AU2818* NAD 83(1992)-  29 41 42.64228(N)    090 05 52.55039(W)     ADJUSTED  
 AU2818* NAVD 88     -         0.3  **(meters)       1.   **(feet)  VERTCON   
 AU2818  **This station is located in a subsidence area (see below).
 AU2818  ___________________________________________________________________
 AU2818  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AU2818  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU2818
 AU2818  HORZ ORDER  -  SECOND
 AU2818
 AU2818.The horizontal coordinates were established by classical geodetic methods
 AU2818.and adjusted by the National Geodetic Survey in January 1993..
 AU2818
 AU2818 ** The orthometric height has not been validated since last determined
 AU2818 ** by differential leveling and should not be used for control purposes.
 AU2818 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2818 ** area with valid NAVD 88 orthometric heights.
 AU2818 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2818 ** epoch indicated which incorporates improved geoid heights for the
 AU2818 ** Southern Louisiana Subsidence area.
 AU2818 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2818
 AU2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2818
 AU2818.The geoid height was determined by GEOID03.
 AU2818
 AU2818;                    North         East     Units Scale Factor Converg.
 AU2818;SPC LA S     -   133,123.791 1,119,552.506   MT  0.99993989   +0 37 03.8
 AU2818;SPC LA S     -   436,756.97  3,673,065.18   sFT  0.99993989   +0 37 03.8
 AU2818;UTM  15      - 3,288,534.342   780,810.891   MT  1.00057307   +1 26 18.9
 AU2818
 AU2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2818!SPC LA S     -   1.00000392  x   0.99993989  =   0.99994381
 AU2818!UTM  15      -   1.00000392  x   1.00057307  =   1.00057699
 AU2818
 AU2818|---------------------------------------------------------------------|
 AU2818| PID    Reference Object                     Distance      Geod. Az  |
 AU2818|                                                           dddmmss.s |
 AU2818| DD8091 SILVER RM 2                           9.338 METERS 06202     |
 AU2818| AU2819 SILVER LDH 1972 RM 1                  7.338 METERS 33904     |
 AU2818| DD8090 SILVER AZ MK                                       3443946.9 |
 AU2818|---------------------------------------------------------------------|
 AU2818
 AU2818                          SUPERSEDED SURVEY CONTROL
 AU2818
 AU2818  NAD 83(1986)-  29 41 42.65719(N)    090 05 52.55342(W) AD(       ) 2
 AU2818  NAD 27      -  29 41 41.89788(N)    090 05 52.28799(W) AD(       ) 2
 AU2818  NGVD 29 (07/19/86)    0.4    (m)            1.     (f) VERT ANG       
 AU2818
 AU2818.Superseded values are not recommended for survey control.
 AU2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2818.See file dsdata.txt to determine how the superseded data were derived.
 AU2818
 AU2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8081188534(NAD 83)
 AU2818_MARKER: DD = SURVEY DISK
 AU2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2818
 AU2818  HISTORY     - Date     Condition        Report By
 AU2818  HISTORY     - 1972     MONUMENTED       LADH
 AU2818
 AU2818                          STATION DESCRIPTION
 AU2818
 AU2818'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2818'THE STATION IS LOCATED 2 MILES NORTHEAST OF LAFITTE, 15 MILES SOUTH
 AU2818'OF HARVEY AND 13 MILES SOUTHWEST OF BELLE CHASSE, IN THE NORTHWEST
 AU2818'QUARTER OF SECTION 13, T16S, R23E, AND ON THE PROPERTY OWNED BY
 AU2818'LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2818'
 AU2818'TO REACH THE STATION FROM THE POST OFFICE IN LAFITTE, GO NORTH ALONG
 AU2818'STATE HIGHWAY 45 FOR 1.2 MILES TO THE STATION WHICH IS SET ON THE
 AU2818'RIGHT AND EAST OF THE HIGHWAY NEAR A FIRE HYDRANT.
 AU2818'
 AU2818'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG STATE
 AU2818'HIGHWAY 45 FOR 0.5 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF
 AU2818'THE HIGHWAY NEAR A POWER POLE WITH A TRANSFORMER.
 AU2818'
 AU2818'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2818'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2818'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU2818'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2818'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU2818'STAMPED SILVER 1972.  THE MARK IS 41 FEET EAST SOUTHEAST OF A FIRE
 AU2818'HYDRANT, 35 FEET SOUTH OF THE CENTER OF A SHELL ROAD, 22 FEET EAST
 AU2818'OF THE CENTER OF STATE HIGHWAY 45, 6 FEET NORTHEAST OF A METAL
 AU2818'WITNESS POST AND SIGN AND 3 FEET NORTH OF A FENCE.
 AU2818'
 AU2818'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2818'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2818'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2818'STAMPED SILVER R.M. 1 1972.  IT IS 42 FEET WEST OF THE NORTHWEST
 AU2818'CORNER OF A FRAME BUILDING, 36 FEET EAST OF A FIRE HYDRANT, 28
 AU2818'FEET NORTH OF A FENCE CORNER, 17 FEET EAST OF THE CENTER OF STATE
 AU2818'HIGHWAY 45 AND 10 FEET SOUTH OF THE CENTER OF A SHELL DRIVE.
 AU2818'
 AU2818'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2818'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2818'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2818'STAMPED SILVER R.M. 2 1972.  IT IS 52 FEET EAST OF THE CENTER OF
 AU2818'STATE HIGHWAY 45, 50 FEET SOUTH OF AN 18 INCH LIVE OAK TREE, 14
 AU2818'FEET WEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING AND 1 FOOT
 AU2818'NORTH OF A FENCE.
 AU2818'
 AU2818'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2818'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2818'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2818'STAMPED SILVER AZ. MK. 1972.  IT IS 31 FEET NORTH NORTHWEST OF A
 AU2818'POWER POLE WITH A TRANSFORMER, 17 FEET EAST OF THE CENTER OF
 AU2818'STATE HIGHWAY 45, 3.5 FEET SOUTH OF A METAL WITNESS POST AND
 AU2818'SIGN, AND 1.5 FEET NORTH OF A BRICK PIER.
 AU2818'
 AU2818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2076 ***********************************************************************
 BX2076  DESIGNATION -  SILVER RM 1
 BX2076  PID         -  BX2076
 BX2076  STATE/COUNTY-  LA/VERNON
 BX2076  USGS QUAD   -  SLAGLE (1974)
 BX2076
 BX2076                         *CURRENT SURVEY CONTROL
 BX2076  ___________________________________________________________________
 BX2076* NAD 83(1986)-  31 14 21.     (N)    093 12 19.     (W)     SCALED    
 BX2076* NAVD 88     -       117.37   (+/-2cm)     385.1    (feet)  VERTCON   
 BX2076  ___________________________________________________________________
 BX2076  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX2076
 BX2076  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2076
 BX2076.The horizontal coordinates were scaled from a topographic map and have
 BX2076.an estimated accuracy of +/- 6 seconds.
 BX2076
 BX2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2076.The vertical order pertains to the NGVD 29 superseded value.
 BX2076
 BX2076.The geoid height was determined by GEOID03.
 BX2076
 BX2076;                    North         East    Units  Estimated Accuracy
 BX2076;SPC LA N     -    82,180.      932,810.      MT  (+/- 180 meters Scaled)
 BX2076
 BX2076                          SUPERSEDED SURVEY CONTROL
 BX2076
 BX2076  NGVD 29 (??/??/??)  117.450  (m)          385.33   (f) ADJUSTED    2 1
 BX2076
 BX2076.Superseded values are not recommended for survey control.
 BX2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2076.See file dsdata.txt to determine how the superseded data were derived.
 BX2076
 BX2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ804561(NAD 83)
 BX2076_MARKER: DR = REFERENCE MARK DISK
 BX2076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2076_SP_SET: CONCRETE BLOCK
 BX2076_STAMPING: SILVER NO. 1 1965
 BX2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2076
 BX2076  HISTORY     - Date     Condition        Report By
 BX2076  HISTORY     - 1965     MONUMENTED       CGS
 BX2076  HISTORY     - 1975     GOOD             LADTD
 BX2076  HISTORY     - 19940611 GOOD             USPSQD
 BX2076  HISTORY     - 20010331 GOOD             NGS
 BX2076
 BX2076                          STATION DESCRIPTION
 BX2076
 BX2076'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2076'8.05 MI NE FROM LEESVILLE.
 BX2076'LOCATED ABOUT 8.05 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2076'COURTHOUSE IN LEESVILLE.  47 FEET WEST NORTHWEST OF THE CENTER OF
 BX2076'LOUISIANA HIGHWAY 117.  1.0 MILES SOUTH OF B.M. 58V56.  15.5 FEET
 BX2076'SOUTH SOUTHWEST OF A L.D.H. RIGHT-OF-WAY MARKER.  1.5 FEET WEST
 BX2076'NORTHWEST OF A BARB WIRE FENCE.  SET IN THE TOP OF A 8 INCH CONCRETE
 BX2076'BLOCK PROJECTING 5 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS
 BX2076'SET 1 FOOT EAST OF THE MARK.
 BX2076
 BX2076                          STATION RECOVERY (1994)
 BX2076
 BX2076'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2076'RECOVERED IN GOOD CONDITION.
 BX2076
 BX2076                          STATION RECOVERY (2001)
 BX2076
 BX2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2076'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2075 ***********************************************************************
 BX2075  DESIGNATION -  SILVER RM 2
 BX2075  PID         -  BX2075
 BX2075  STATE/COUNTY-  LA/VERNON
 BX2075  USGS QUAD   -  SLAGLE (1974)
 BX2075
 BX2075                         *CURRENT SURVEY CONTROL
 BX2075  ___________________________________________________________________
 BX2075* NAD 83(1986)-  31 14 20.     (N)    093 12 19.     (W)     SCALED    
 BX2075* NAVD 88     -       117.47   (+/-2cm)     385.4    (feet)  VERTCON   
 BX2075  ___________________________________________________________________
 BX2075  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX2075
 BX2075  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2075
 BX2075.The horizontal coordinates were scaled from a topographic map and have
 BX2075.an estimated accuracy of +/- 6 seconds.
 BX2075
 BX2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2075.The vertical order pertains to the NGVD 29 superseded value.
 BX2075
 BX2075.The geoid height was determined by GEOID03.
 BX2075
 BX2075;                    North         East    Units  Estimated Accuracy
 BX2075;SPC LA N     -    82,140.      932,810.      MT  (+/- 180 meters Scaled)
 BX2075
 BX2075                          SUPERSEDED SURVEY CONTROL
 BX2075
 BX2075  NGVD 29 (??/??/??)  117.548  (m)          385.66   (f) ADJUSTED    2 1
 BX2075
 BX2075.Superseded values are not recommended for survey control.
 BX2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2075.See file dsdata.txt to determine how the superseded data were derived.
 BX2075
 BX2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ804560(NAD 83)
 BX2075_MARKER: DR = REFERENCE MARK DISK
 BX2075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2075_SP_SET: CONCRETE BLOCK
 BX2075_STAMPING: SILVER NO. 2 1965
 BX2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2075
 BX2075  HISTORY     - Date     Condition        Report By
 BX2075  HISTORY     - 1965     MONUMENTED       CGS
 BX2075  HISTORY     - 1975     GOOD             LADTD
 BX2075  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2075  HISTORY     - 20010331 GOOD             NGS
 BX2075
 BX2075                          STATION DESCRIPTION
 BX2075
 BX2075'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2075'8.05 MI N FROM LEESVILLE.
 BX2075'LOCATED ABOUT 8.05 MILES NORTH ALONG LOUISIANA HIGHWAY 177 FROM THE
 BX2075'COURTHOUSE IN LEESVILLE.  1.0 MILES SOUTH OF B.M. 58V56.  51 FEET
 BX2075'SOUTH SOUTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING NORTH.  26 FEET
 BX2075'NORTH OF A 18 INCH PINE TREE STUMP.  4.2 FEET WEST OF A 8 INCH PINE
 BX2075'TREE.  97 FEET WEST OF THE CENTER OF A METAL CATTLE GAP.  SET IN THE
 BX2075'TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 5 INCHES ABOVE THE GROUND. A
 BX2075'STEEL WITNESS POST IS SET 2 FEET EAST OF THE MARK.
 BX2075
 BX2075                          STATION RECOVERY (1994)
 BX2075
 BX2075'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2075'MARK NOT FOUND.
 BX2075
 BX2075                          STATION RECOVERY (2001)
 BX2075
 BX2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2075'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2073 ***********************************************************************
 BX2073  DESIGNATION -  SILVER RM A
 BX2073  PID         -  BX2073
 BX2073  STATE/COUNTY-  LA/VERNON
 BX2073  USGS QUAD   -  SLAGLE (1974)
 BX2073
 BX2073                         *CURRENT SURVEY CONTROL
 BX2073  ___________________________________________________________________
 BX2073* NAD 83(1992)-  31 14 21.45401(N)    093 12 17.35263(W)     ADJUSTED  
 BX2073* NAVD 88     -       117.48   (+/-2cm)     385.4    (feet)  VERTCON   
 BX2073  ___________________________________________________________________
 BX2073  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 BX2073  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX2073
 BX2073  HORZ ORDER  -  FIRST
 BX2073  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2073
 BX2073.The horizontal coordinates were established by classical geodetic methods
 BX2073.and adjusted by the National Geodetic Survey in January 1993..
 BX2073
 BX2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2073.The vertical order pertains to the NGVD 29 superseded value.
 BX2073
 BX2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2073
 BX2073.The geoid height was determined by GEOID03.
 BX2073
 BX2073;                    North         East     Units Scale Factor Converg.
 BX2073;SPC LA N     -    82,188.854   932,856.870   MT  0.99998433   -0 22 21.5
 BX2073;SPC LA N     -   269,647.93  3,060,547.91   sFT  0.99998433   -0 22 21.5
 BX2073;UTM  15      - 3,456,140.157   480,495.603   MT  0.99960469   -0 06 22.4
 BX2073
 BX2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2073!SPC LA N     -   0.99998570  x   0.99998433  =   0.99997003
 BX2073!UTM  15      -   0.99998570  x   0.99960469  =   0.99959039
 BX2073
 BX2073:                Primary Azimuth Mark                     Grid Az
 BX2073:SPC LA N     -  SLAGLE                                   150 35 11.3
 BX2073:UTM  15      -  SLAGLE                                   150 19 12.2
 BX2073
 BX2073|---------------------------------------------------------------------|
 BX2073| PID    Reference Object                     Distance      Geod. Az  |
 BX2073|                                                           dddmmss.s |
 BX2073| BX2904 SLAGLE                              APPROX. 8.5 KM 1501249.8 |
 BX2073| BX2074 SILVER                               45.485 METERS 27006     |
 BX2073|---------------------------------------------------------------------|
 BX2073
 BX2073                          SUPERSEDED SURVEY CONTROL
 BX2073
 BX2073  NAD 83(1986)-  31 14 21.46914(N)    093 12 17.34656(W) AD(       ) 1
 BX2073  NAD 27      -  31 14 20.81371(N)    093 12 16.75815(W) AD(       ) 1
 BX2073  NGVD 29 (??/??/??)  117.553  (m)          385.67   (f) ADJUSTED    2 1
 BX2073
 BX2073.Superseded values are not recommended for survey control.
 BX2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2073.See file dsdata.txt to determine how the superseded data were derived.
 BX2073
 BX2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8049656140(NAD 83)
 BX2073_MARKER: DS = TRIANGULATION STATION DISK
 BX2073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2073_SP_SET: CONCRETE BLOCK
 BX2073_STAMPING: SILVER RM A 1965
 BX2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2073
 BX2073  HISTORY     - Date     Condition        Report By
 BX2073  HISTORY     - 1965     MONUMENTED       CGS
 BX2073  HISTORY     - 1975     GOOD             LADTD
 BX2073  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2073  HISTORY     - 20010331 POOR             NGS
 BX2073
 BX2073                          STATION DESCRIPTION
 BX2073
 BX2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2073'STATION IS LOCATED DIAGONALLY ACROSS STATE HIGHWAY 117 AND A
 BX2073'GRAVELLED ROAD INTERSECTION FROM TRIANGULATION STATION SILVER,
 BX2073'ON HIGHWAY RIGHT-OF-WAY AND INSIDE A FENCED PASTURE.
 BX2073'
 BX2073'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK,
 BX2073'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4
 BX2073'INCHES AND IS STAMPED SILVER RM A 1965.  IT IS 55
 BX2073'FEET EAST-SOUTHEAST OF CENTER OF STATE HIGHWAY 117, 42-1/2 FEET
 BX2073'SOUTH-SOUTHEAST OF A STATE HIGHWAY RIGHT-OF-WAY MARKER, 32 FEET
 BX2073'WEST-NORTHWEST OF ANOTHER STATE HIGHWAY RIGHT-OF-WAY MARKER,
 BX2073'11-1/2 FEET EAST OF A NORTH-SOUTH FENCELINE AND 5.3 FEET EAST
 BX2073'OF A METAL WITNESS POST.
 BX2073'
 BX2073'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SILVER.
 BX2073
 BX2073                          STATION RECOVERY (1975)
 BX2073
 BX2073'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BX2073'8.05 MI N FROM LEESVILLE.
 BX2073'LOCATED ABOUT 8.05 MILES NORTH ALONG LOUISIANA HIGHWAY 117 FROM THE
 BX2073'COURTHOUSE IN LEESVILLE.  1.0 MILES SOUTH OF B.M. 58V56.  55 FEET EAST
 BX2073'SOUTHEAST OF THE CENTER OF LOUISIANA HIGHWAY 117.  42.5 FEET SOUTH
 BX2073'SOUTHEAST OF A L.D.H. RIGHT-OF-WAY MARKER.  11.5 FEET EAST OF ANOTHER
 BX2073'L.D.H. RIGHT-OF-WAY MARKER. 11.5 FEET EAST OF A BARB WIRE FENCE. SET
 BX2073'IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 5 INCHES ABOVE THE
 BX2073'GROUND.  A STEEL WITNESS POST IS SET 5.3 FEET WEST OF THE MARK.
 BX2073
 BX2073                          STATION RECOVERY (1994)
 BX2073
 BX2073'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2073'MARK NOT FOUND.
 BX2073
 BX2073                          STATION RECOVERY (2001)
 BX2073
 BX2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2073'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5273 ***********************************************************************
 BJ5273  DESIGNATION -  SIMMESPORT
 BJ5273  PID         -  BJ5273
 BJ5273  STATE/COUNTY-  LA/AVOYELLES
 BJ5273  USGS QUAD   -  SIMMESPORT (1969)
 BJ5273
 BJ5273                         *CURRENT SURVEY CONTROL
 BJ5273  ___________________________________________________________________
 BJ5273* NAD 83(1992)-  30 59 15.60335(N)    091 48 18.56329(W)     ADJUSTED  
 BJ5273* NAVD 88     -        19.5    (meters)      64.     (feet)  VERTCON   
 BJ5273  ___________________________________________________________________
 BJ5273  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ5273  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ5273
 BJ5273  HORZ ORDER  -  FIRST
 BJ5273
 BJ5273.The horizontal coordinates were established by classical geodetic methods
 BJ5273.and adjusted by the National Geodetic Survey in May 1994..
 BJ5273
 BJ5273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5273
 BJ5273.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5273
 BJ5273.The geoid height was determined by GEOID03.
 BJ5273
 BJ5273;                    North         East     Units Scale Factor Converg.
 BJ5273;SPC LA N     -    54,284.879 1,066,371.616   MT  1.00004540   +0 22 02.5
 BJ5273;SPC LA N     -   178,099.64  3,498,587.54   sFT  1.00004540   +0 22 02.5
 BJ5273;UTM  15      - 3,428,847.704   614,085.597   MT  0.99976055   +0 36 54.8
 BJ5273
 BJ5273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5273!SPC LA N     -   1.00000119  x   1.00004540  =   1.00004659
 BJ5273!UTM  15      -   1.00000119  x   0.99976055  =   0.99976174
 BJ5273
 BJ5273:                Primary Azimuth Mark                     Grid Az
 BJ5273:SPC LA N     -  INNIS ATT MICROWAVE                      136 38 37.7
 BJ5273:UTM  15      -  INNIS ATT MICROWAVE                      136 23 45.4
 BJ5273
 BJ5273|---------------------------------------------------------------------|
 BJ5273| PID    Reference Object                     Distance      Geod. Az  |
 BJ5273|                                                           dddmmss.s |
 BJ5273| BJ5222 INNIS ATT MICROWAVE                 APPROX.18.6 KM 1370040.2 |
 BJ5273| CW2333 SIMMESPORT RM 1                      29.257 METERS 14152     |
 BJ5273| BJ5276 SIMMESPORT NEW MUN TANK             APPROX. 2.0 KM 2681733.9 |
 BJ5273| BJ5274 SIMMESPORT AZ MK PTA                460.323 METERS 2855143.0 |
 BJ5273| BJ5275 SIMMESPORT AZ MK                    470.061 METERS 2855142.6 |
 BJ5273| CW2334 SIMMESPORT RM 2                      29.509 METERS 30145     |
 BJ5273|---------------------------------------------------------------------|
 BJ5273
 BJ5273                          SUPERSEDED SURVEY CONTROL
 BJ5273
 BJ5273  NAD 83(1992)-  30 59 15.60316(N)    091 48 18.56331(W) AD(       ) 1
 BJ5273  NAD 83(1986)-  30 59 15.62150(N)    091 48 18.55880(W) AD(       ) 1
 BJ5273  NAD 27      -  30 59 14.95704(N)    091 48 18.12346(W) AD(       ) 1
 BJ5273  NGVD 29 (07/19/86)   19.5    (m)           64.     (f) VERT ANG       
 BJ5273
 BJ5273.Superseded values are not recommended for survey control.
 BJ5273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5273.See file dsdata.txt to determine how the superseded data were derived.
 BJ5273
 BJ5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1408628848(NAD 83)
 BJ5273_MARKER: DS = TRIANGULATION STATION DISK
 BJ5273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5273+STABILITY: SURFACE MOTION
 BJ5273
 BJ5273  HISTORY     - Date     Condition        Report By
 BJ5273  HISTORY     - 1977     MONUMENTED       NGS
 BJ5273  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 BJ5273
 BJ5273                          STATION DESCRIPTION
 BJ5273
 BJ5273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5273'THE STATION IS IN THE NORTHEAST SECTION OF SIMMESPORT, ON TOP
 BJ5273'OF A LEVEE AND ON CITY PROPERTY.  PERMISSION GRANTED BY LEE L.
 BJ5273'EHEHARDT, MAYOR OF SIMMESPORT.
 BJ5273'
 BJ5273'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BJ5273'105 IN THE SOUTH PART OF SIMMESPORT AT THE CAUTION LIGHT, GO
 BJ5273'NORTHERLY ON A PAVED STREET FOR 0.05 MILE TO THE JUNCTION WITH
 BJ5273'RIVERSIDE DRIVE ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON
 BJ5273'RIVERSIDE DRIVE FOR 0.35 MILE TO A STOP SIGN.  CONTINUE
 BJ5273'EASTERLY ON RIVERSIDE DRIVE FOR 0.05 MILE TO THE JUNCTION WITH
 BJ5273'SOUTH MAIN STREET.  TURN LEFT AND GO NORTHERLY ON SOUTH MAIN
 BJ5273'STREET FOR 0.35 MILE TO A RAILROAD OVERPASS AND A FORK JUST
 BJ5273'BEYOND THE OVERPASS.  TAKE THE RIGHT FORK AND GO NORTHEAST ON
 BJ5273'A GRAVELED ROAD FOR 0.05 MILE TO THE TOP OF THE LEVEE AND
 BJ5273'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 BJ5273'STATION, CONTINUE NORTHERLY ON TOP OF THE LEVEE FOR 0.3
 BJ5273'MILE TO THE MARK ON THE LEFT.
 BJ5273'
 BJ5273'STATION MARKS ARE STANDARD DISKS, STAMPED---SIMMESPORT 1977---.
 BJ5273'THE SURFACE DISK IS SET IN THE TOP OF 12-INCH ROUND CONCRETE
 BJ5273'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 136 FEET
 BJ5273'NORTHWEST OF THE CENTER OF THE TOP OF THE LEVEE AND A GRAVELED
 BJ5273'ROAD, 22 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD ON TOP
 BJ5273'OF THE LEVEE AND 6.1 FEET EAST OF A METAL WITNESS POST.  THE
 BJ5273'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 BJ5273'INCHES BELOW THE GROUND SURFACE.
 BJ5273'
 BJ5273'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---SIMMESPORT NO 1
 BJ5273'1977---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 BJ5273'IS FLUSH WITH THE GROUND.  IT IS 41 FEET WEST OF THE TOP OF THE
 BJ5273'LEVEE AND THE GRAVELED ROAD, 15 FEET SOUTHWEST OF THE CENTER OF
 BJ5273'THE TRACK ROAD ON TOP OF THE LEVEE, 1.2 FEET WEST OF A METAL
 BJ5273'WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 BJ5273'
 BJ5273'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---SIMMESPORT NO 2
 BJ5273'1977---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ5273'THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 75 FEET NORTH
 BJ5273'OF A POWER LINE POLE WITH A LIGHT ON IT, 30 FEET SOUTH OF THE
 BJ5273'CENTER OF THE TRACK ROAD ON TOP OF THE LEVEE, 1.5 FEET SOUTH OF
 BJ5273'A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 BJ5273'STATION.
 BJ5273'
 BJ5273'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 BJ5273'STAMPED---SIMMESPORT AZ 1977---,
 BJ5273'SET IN THE TOP OF A 12-INCH ROUND
 BJ5273'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.
 BJ5273'IT IS 13 FEET SOUTH OF THE CENTER OF THE TRACK
 BJ5273'ROAD ON TOP OF THE LEVEE AND 1.4 FEET WEST OF A METAL WITNESS
 BJ5273'POST.
 BJ5273'
 BJ5273'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 34.2 METERS.
 BJ5273'ALL MARKS HAVE REINFORCEMENT RODS IN THEM.
 BJ5273
 BJ5273                          STATION RECOVERY (2004)
 BJ5273
 BJ5273'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ5273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5275 ***********************************************************************
 BJ5275  DESIGNATION -  SIMMESPORT AZ MK
 BJ5275  PID         -  BJ5275
 BJ5275  STATE/COUNTY-  LA/AVOYELLES
 BJ5275  USGS QUAD   -  SIMMESPORT (1969)
 BJ5275
 BJ5275                         *CURRENT SURVEY CONTROL
 BJ5275  ___________________________________________________________________
 BJ5275* NAD 83(1992)-  30 59 19.77475(N)    091 48 35.60541(W)     ADJUSTED  
 BJ5275* NAVD 88     -        20.3    (meters)      67.     (feet)  VERTCON   
 BJ5275  ___________________________________________________________________
 BJ5275  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ5275  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ5275
 BJ5275  HORZ ORDER  -  SECOND
 BJ5275
 BJ5275.The horizontal coordinates were established by classical geodetic methods
 BJ5275.and adjusted by the National Geodetic Survey in May 1994..
 BJ5275
 BJ5275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5275
 BJ5275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5275
 BJ5275.The geoid height was determined by GEOID03.
 BJ5275
 BJ5275;                    North         East     Units Scale Factor Converg.
 BJ5275;SPC LA N     -    54,410.460 1,065,918.619   MT  1.00004508   +0 21 53.5
 BJ5275;SPC LA N     -   178,511.65  3,497,101.34   sFT  1.00004508   +0 21 53.5
 BJ5275;UTM  15      - 3,428,971.288   613,632.190   MT  0.99975927   +0 36 46.1
 BJ5275
 BJ5275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5275!SPC LA N     -   1.00000107  x   1.00004508  =   1.00004615
 BJ5275!UTM  15      -   1.00000107  x   0.99975927  =   0.99976034
 BJ5275
 BJ5275                          SUPERSEDED SURVEY CONTROL
 BJ5275
 BJ5275  NAD 83(1992)-  30 59 19.77456(N)    091 48 35.60543(W) AD(       ) 2
 BJ5275  NAD 83(1986)-  30 59 19.79295(N)    091 48 35.60098(W) AD(       ) 2
 BJ5275  NAD 27      -  30 59 19.12801(N)    091 48 35.16530(W) AD(       ) 2
 BJ5275  NGVD 29 (07/19/86)   20.3    (m)           67.     (f) VERT ANG       
 BJ5275
 BJ5275.Superseded values are not recommended for survey control.
 BJ5275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5275.See file dsdata.txt to determine how the superseded data were derived.
 BJ5275
 BJ5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1363228971(NAD 83)
 BJ5275_MARKER: DS = TRIANGULATION STATION DISK
 BJ5275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5275+STABILITY: SURFACE MOTION
 BJ5275
 BJ5275  HISTORY     - Date     Condition        Report By
 BJ5275  HISTORY     - 1977     MONUMENTED       NGS
 BJ5275  HISTORY     - 20040515 MARK NOT FOUND   USPSQD
 BJ5275
 BJ5275                          STATION DESCRIPTION
 BJ5275
 BJ5275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5275'THE STATION IS IN THE NORTHEAST SECTION OF SIMMESPORT, ON TOP
 BJ5275'OF A LEVEE AND ON CITY PROPERTY.  PERMISSION GRANTED BY LEE L.
 BJ5275'EHEHARDT, MAYOR OF SIMMESPORT.
 BJ5275'
 BJ5275'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BJ5275'105 IN THE SOUTH PART OF SIMMESPORT AT THE CAUTION LIGHT, GO
 BJ5275'NORTHERLY ON A PAVED STREET FOR 0.05 MILE TO THE JUNCTION WITH
 BJ5275'RIVERSIDE DRIVE ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON
 BJ5275'RIVERSIDE DRIVE FOR 0.35 MILE TO A STOP SIGN.  CONTINUE
 BJ5275'EASTERLY ON RIVERSIDE DRIVE FOR 0.05 MILE TO THE JUNCTION WITH
 BJ5275'SOUTH MAIN STREET.  TURN LEFT AND GO NORTHERLY ON SOUTH MAIN
 BJ5275'STREET FOR 0.35 MILE TO A RAILROAD OVERPASS AND A FORK JUST
 BJ5275'BEYOND THE OVERPASS.  TAKE THE RIGHT FORK AND GO NORTHEAST ON
 BJ5275'A GRAVELED ROAD FOR 0.05 MILE TO THE TOP OF THE LEVEE AND
 BJ5275'TRIANGULATION STATION SIMMESPORT ON THE LEFT.
 BJ5275'CONTINUE NORTHERLY ON TOP OF THE LEVEE FOR 0.3 MILE
 BJ5275'TO THE STATION ON THE LEFT.
 BJ5275'
 BJ5275'STATION MARK IS A STANDARD REFERENCE MARK DISK
 BJ5275'STAMPED---SIMMESPORT AZ 1977---,
 BJ5275'SET IN THE TOP OF A 12-INCH ROUND
 BJ5275'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.
 BJ5275'IT IS 13 FEET SOUTH OF THE CENTER OF THE TRACK
 BJ5275'ROAD ON TOP OF THE LEVEE AND 1.4 FEET WEST OF A METAL WITNESS
 BJ5275'POST.
 BJ5275'
 BJ5275'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.7 METERS.
 BJ5275'REINFORCEMENT ROD IMBEDDED IN THE MARK.
 BJ5275
 BJ5275                          STATION RECOVERY (2004)
 BJ5275
 BJ5275'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ5275'MARK NOT FOUND.  THE TRIANGULATION STATION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5276 ***********************************************************************
 BJ5276  DESIGNATION -  SIMMESPORT NEW MUN TANK
 BJ5276  PID         -  BJ5276
 BJ5276  STATE/COUNTY-  LA/AVOYELLES
 BJ5276  USGS QUAD   -  SIMMESPORT (1969)
 BJ5276
 BJ5276                         *CURRENT SURVEY CONTROL
 BJ5276  ___________________________________________________________________
 BJ5276* NAD 83(1992)-  30 59 13.70586(N)    091 49 32.22993(W)     ADJUSTED  
 BJ5276* NAVD 88     -                                                        
 BJ5276  ___________________________________________________________________
 BJ5276  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ5276  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ5276
 BJ5276  HORZ ORDER  -  THIRD
 BJ5276
 BJ5276.The horizontal coordinates were established by classical geodetic methods
 BJ5276.and adjusted by the National Geodetic Survey in May 1994..
 BJ5276
 BJ5276
 BJ5276.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5276
 BJ5276.The geoid height was determined by GEOID03.
 BJ5276
 BJ5276;                    North         East     Units Scale Factor Converg.
 BJ5276;SPC LA N     -    54,214.093 1,064,417.379   MT  1.00004555   +0 21 23.6
 BJ5276;SPC LA N     -   177,867.40  3,492,176.02   sFT  1.00004555   +0 21 23.6
 BJ5276;UTM  15      - 3,428,768.482   612,132.247   MT  0.99975510   +0 36 16.9
 BJ5276
 BJ5276                          SUPERSEDED SURVEY CONTROL
 BJ5276
 BJ5276  NAD 83(1992)-  30 59 13.70569(N)    091 49 32.23002(W) AD(       ) 4
 BJ5276  NAD 83(1986)-  30 59 13.72420(N)    091 49 32.22603(W) AD(       ) 4
 BJ5276  NAD 27      -  30 59 13.05726(N)    091 49 31.78746(W) AD(       ) 3
 BJ5276
 BJ5276.Superseded values are not recommended for survey control.
 BJ5276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5276.See file dsdata.txt to determine how the superseded data were derived.
 BJ5276
 BJ5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1213228768(NAD 83)
 BJ5276_MARKER: 53 = ELEVATED TANK
 BJ5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5276+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BJ5276
 BJ5276  HISTORY     - Date     Condition        Report By
 BJ5276  HISTORY     - 1977     FIRST OBSERVED   NGS
 BJ5276  HISTORY     - 20040122 GOOD             USPSQD
 BJ5276  HISTORY     - 20050317 GOOD             USPSQD
 BJ5276
 BJ5276                          STATION DESCRIPTION
 BJ5276
 BJ5276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5276'THE STATION IS TOP CENTER OF THE SIMMESPORT NEW MUNICIPAL WATER
 BJ5276'TANK.  IT IS OVAL IN SHAPE, SUPPORTED BY SIX LEGS AND 150 FEET
 BJ5276'IN HEIGHT.
 BJ5276'
 BJ5276'IT IS LOCATED IN THE SOUTHWEST EDGE OF SIMMESPORT, ABOUT 150
 BJ5276'YARDS SOUTHWEST OF STATE HIGHWAY 1 AND BUSINESS DISTRICT
 BJ5276'EXIT 1.
 BJ5276
 BJ5276                          STATION RECOVERY (2004)
 BJ5276
 BJ5276'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ5276'THE WATER TOWER IS ENCLOSED WITH A CHAIN LINK FENCE AND A LOCKED GATE.
 BJ5276'ACCESS TO THEMARKER ITSELF WAS NOT POSSIBLE.
 BJ5276
 BJ5276                          STATION RECOVERY (2005)
 BJ5276
 BJ5276'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ5276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2691 ***********************************************************************
 BX2691  DESIGNATION -  SIMMS
 BX2691  PID         -  BX2691
 BX2691  STATE/COUNTY-  LA/GRANT
 BX2691  USGS QUAD   -  BALL (1993)
 BX2691
 BX2691                         *CURRENT SURVEY CONTROL
 BX2691  ___________________________________________________________________
 BX2691* NAD 83(1992)-  31 28 46.46348(N)    092 26 39.31898(W)     ADJUSTED  
 BX2691* NAVD 88     -        72.85   (+/-2cm)     239.0    (feet)  VERTCON   
 BX2691  ___________________________________________________________________
 BX2691  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BX2691  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2691
 BX2691  HORZ ORDER  -  FIRST
 BX2691  VERT ORDER  -  THIRD ? (See Below)
 BX2691
 BX2691.The horizontal coordinates were established by classical geodetic methods
 BX2691.and adjusted by the National Geodetic Survey in January 1993..
 BX2691
 BX2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2691.The vertical order pertains to the NGVD 29 superseded value.
 BX2691
 BX2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2691
 BX2691.The geoid height was determined by GEOID03.
 BX2691
 BX2691;                    North         East     Units Scale Factor Converg.
 BX2691;SPC LA N     -   108,612.128 1,005,296.732   MT  0.99994379   +0 01 46.1
 BX2691;SPC LA N     -   356,338.29  3,298,211.03   sFT  0.99994379   +0 01 46.1
 BX2691;UTM  15      - 3,482,886.359   552,787.770   MT  0.99963437   +0 17 24.8
 BX2691
 BX2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2691!SPC LA N     -   0.99999266  x   0.99994379  =   0.99993645
 BX2691!UTM  15      -   0.99999266  x   0.99963437  =   0.99962703
 BX2691
 BX2691:                Primary Azimuth Mark                     Grid Az
 BX2691:SPC LA N     -  EAST FEDERAL FIRE TOWER                  104 35 27.1
 BX2691:UTM  15      -  EAST FEDERAL FIRE TOWER                  104 19 48.4
 BX2691
 BX2691|---------------------------------------------------------------------|
 BX2691| PID    Reference Object                     Distance      Geod. Az  |
 BX2691|                                                           dddmmss.s |
 BX2691| BX2627 EAST FEDERAL FIRE TOWER             APPROX. 8.3 KM 1043713.2 |
 BX2691| CY5537 SIMMS RM 1                           34.690 METERS 13808     |
 BX2691| CY5536 SIMMS AZ MK                                        2065841.3 |
 BX2691| CY5538 SIMMS RM 2                           33.435 METERS 23536     |
 BX2691| BX2560 CATAHOULA FEDERAL FIRE TOWER        APPROX. 4.7 KM 3300022.0 |
 BX2691|---------------------------------------------------------------------|
 BX2691
 BX2691                          SUPERSEDED SURVEY CONTROL
 BX2691
 BX2691  NAD 83(1986)-  31 28 46.48248(N)    092 26 39.31383(W) AD(       ) 1
 BX2691  NAD 27      -  31 28 45.83983(N)    092 26 38.81473(W) AD(       ) 1
 BX2691  NGVD 29 (07/19/86)   72.84   (m)          239.0    (f) LEVELING    3  
 BX2691
 BX2691.Superseded values are not recommended for survey control.
 BX2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2691.See file dsdata.txt to determine how the superseded data were derived.
 BX2691
 BX2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5278882886(NAD 83)
 BX2691_MARKER: DS = TRIANGULATION STATION DISK
 BX2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2691_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2691
 BX2691  HISTORY     - Date     Condition        Report By
 BX2691  HISTORY     - 1934     MONUMENTED       CGS
 BX2691  HISTORY     - 1937     GOOD             LAGS
 BX2691  HISTORY     - 1960     GOOD             CGS
 BX2691
 BX2691                          STATION DESCRIPTION
 BX2691
 BX2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2691'STATION IS LOCATED ABOUT 11-1/2 MILES N OF ALEXANDRIA, IN SW
 BX2691'1/4 SEC. 23, T 6 N, R 1 W, IN CUT-OVER PINE LAND.  THE MARK IS
 BX2691'LOCATED 0.1 MILE FROM ALVIN DRYDENS HOUSE, ON THE N SIDE OF A ROAD
 BX2691'LEADING E FROM MR. DRYDENS HOUSE THROUGH CUT OVER LAND, AND 100
 BX2691'YARDS N OF ROAD ON A LOW CIRCULAR MOUND.
 BX2691'
 BX2691'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2691'BRONZE DISKS SET IN CONCRETE.
 BX2691'
 BX2691'REFERENCE MARK NO. 1 IS SE OF STATION 34.690 METERS (113.81 FEET).
 BX2691'
 BX2691'REFERENCE MARK NO. 2 IS W OF SW OF STATION 33.435 METERS
 BX2691'(109.69 FEET).
 BX2691'
 BX2691'AZIMUTH MARK IS 0.25 MILE SW OF STATION.
 BX2691'
 BX2691'TO REACH THE STATION FROM ALEXANDRIA, GO BY HIGHWAY 71 N
 BX2691'THROUGH PINEVILLE, AND FOLLOW HIGHWAY 71 FOR 9-1/2 MILES TO
 BX2691'JUNCTION WITH U.S. HIGHWAY 167, HERE TURN RIGHT AND FOLLOW
 BX2691'HIGHWAY 167 FOR 4.5 MILES TO GRAVELED ROAD LEADING E.  THIS
 BX2691'IS KNOWN AS STAY ROAD, FOLLOW THIS ROAD NE 2.75 MILES TO A GRADED
 BX2691'ROAD S FOLLOW THIS ROAD 0.8 MILE TO MR. ALVIN DRYDENS HOUSE
 BX2691'ON THE W SIDE OF ROAD.  HERE TURN E AND GO 0.1 MILE TO STATION.
 BX2691'
 BX2691'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX2691
 BX2691                          STATION RECOVERY (1937)
 BX2691
 BX2691'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BX2691'STATION IS LOCATED ABOUT 4.0 MILES SW OF POLLOCK, LOUISIANA,
 BX2691'IN SW 1/4 SEC. 23, T 6 N, R 1 W, IN CUT-OVER PINE LAND.
 BX2691'
 BX2691'MARK IS LOCATED ON TOP OF FIRST HILL N OF C.C.C. GRADED ROAD
 BX2691'(NO NUMBER) LEADING E FROM J. DORBERNEZ RESIDENCE.  43.7 FEET
 BX2691'W OF 14-INCH PINE TREE (DIAMOND BLAZE).  97.0 FEET ENE OF 14-INCH
 BX2691'SCARRED PINE TREE.  1475.0 FEET N OF THE CENTER LINE OF C.C.C.
 BX2691'GRADED ROAD (NO NUMBER) LEADING E FROM J. DORBERNEZ RESIDENCE
 BX2691'TO STATE HIGHWAY 813.  APPROXIMATELY 0.80 MILE N OF B.F.
 BX2691'GARLINGTONS RESIDENCE.  THIS RESIDENCE IS LOCATED ON THE N SIDE
 BX2691'OF STATE HIGHWAY 813.  NO OTHER DESCRIPTIVE DATA AVAILABLE.
 BX2691'
 BX2691'REACHED FROM POST OFFICE, ALEXANDRIA, LOUISIANA, BY GOING
 BX2691'N ALONG U.S. HIGHWAY 71 THROUGH PINEVILLE, LOUISIANA, FOR 8.5
 BX2691'MILES, THENCE N ALONG U.S. HIGHWAY 167 FOR 4.5 MILES, THENCE
 BX2691'E ALONG GRAVEL ROAD (NO NUMBER) FOR 2.8 MILES.  (THIS ROAD IS
 BX2691'KNOWN AS THE STAY ROAD), THENCE S ALONG GRADED C.C.C. ROAD
 BX2691'FOR 1.4 MILES TO J. DORBERNEZ, THENCE E ALONG C.C.C. ROAD
 BX2691'(NO NUMBER) FOR 0.25 MILE TO STATION ON N SIDE OF ROAD.
 BX2691
 BX2691                          STATION RECOVERY (1960)
 BX2691
 BX2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 BX2691'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BX2691'BECAUSE OF INCLEMENT WEATHER, NO EFFORT WAS MADE TO RECOVER THE
 BX2691'AZIMUTH MARK.  EXISTING INSTRUCTIONS TO REACH THE STATION ARE
 BX2691'NO LONGER ADEQUATE, NEW ONES FOLLOW--
 BX2691'
 BX2691'FROM THE POST OFFICE IN ALEXANDRIA--GO NORTH ON U.S. HIGHWAY
 BX2691'71, THROUGH PINEVILLE, FOR 8.5 MILES TO U.S. HIGHWAY 167.
 BX2691'CONTINUE NORTH ON U.S. 167 FOR 4.5 MILES TO STAY ROAD ON THE
 BX2691'RIGHT.  TURN EAST AND GO 2.8 MILES TO A GRADED ROAD.  TURN RIGHT
 BX2691'AND GO SOUTH FOR 1.4 MILES TO A POND AT THE NORTH END OF THE
 BX2691'NE-SW RUNWAY OF THE POLLOCK MUNICIPAL AIRPORT.  TURN EAST ON A
 BX2691'NARROW, DIRT ROAD AND GO 0.5 MILE TO A LOOP TURN-AROUND
 BX2691'AND END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT 900 FEET TO A
 BX2691'LOW MOUND IN THE WESTERLY OF THREE CLEARING AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1884 ***********************************************************************
 CP1884  DESIGNATION -  SIMON BOLT
 CP1884  PID         -  CP1884
 CP1884  STATE/COUNTY-  LA/FRANKLIN
 CP1884  USGS QUAD   -  FT NECESSITY (1983)
 CP1884
 CP1884                         *CURRENT SURVEY CONTROL
 CP1884  ___________________________________________________________________
 CP1884* NAD 83(1986)-  32 05 16.     (N)    091 46 38.     (W)     SCALED    
 CP1884* NAVD 88     -        18.80   (+/-2cm)      61.7    (feet)  VERTCON   
 CP1884  ___________________________________________________________________
 CP1884  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP1884
 CP1884  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1884
 CP1884.The horizontal coordinates were scaled from a topographic map and have
 CP1884.an estimated accuracy of +/- 6 seconds.
 CP1884
 CP1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1884.The vertical order pertains to the NGVD 29 superseded value.
 CP1884
 CP1884.The geoid height was determined by GEOID03.
 CP1884
 CP1884;                    North         East    Units  Estimated Accuracy
 CP1884;SPC LA N     -   176,270.    1,068,230.      MT  (+/- 180 meters Scaled)
 CP1884
 CP1884                          SUPERSEDED SURVEY CONTROL
 CP1884
 CP1884  NGVD 29 (??/??/92)   18.819  (m)           61.74   (f) ADJ UNCH    1 2
 CP1884
 CP1884.Superseded values are not recommended for survey control.
 CP1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1884.See file dsdata.txt to determine how the superseded data were derived.
 CP1884
 CP1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR153508(NAD 83)
 CP1884_MARKER: B = BOLT
 CP1884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1884_SP_SET: SLAB
 CP1884_STAMPING: SIMON H-23-5
 CP1884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1884
 CP1884  HISTORY     - Date     Condition        Report By
 CP1884  HISTORY     - UNK      MONUMENTED       DOD
 CP1884  HISTORY     - 1966     GOOD             NGS
 CP1884  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP1884
 CP1884                          STATION DESCRIPTION
 CP1884
 CP1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1884'4.2 MI NE FROM FT NECESSITY.
 CP1884'ABOUT 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 CP1884'AT FT. NECESSITY, IN SECTION 29, T 13 N, R 7 E, 39 FEET EAST OF THE
 CP1884'CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER LINE OF A
 CP1884'DRIVEWAY LEADING TO THE SIMON RESIDENCE, 163 FEET WEST OF THE
 CP1884'SOUTHWEST CORNER OF A HOUSE, 10 FEET WEST OF A CORNER FENCE POST, 0.4
 CP1884'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A
 CP1884'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 CP1884'GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING A
 CP1884'BRASS CAP AND PROJECTING 6 INCHES.
 CP1884
 CP1884                          STATION RECOVERY (2005)
 CP1884
 CP1884'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1883 ***********************************************************************
 CP1883  DESIGNATION -  SIMON CAP
 CP1883  PID         -  CP1883
 CP1883  STATE/COUNTY-  LA/FRANKLIN
 CP1883  USGS QUAD   -  FT NECESSITY (1983)
 CP1883
 CP1883                         *CURRENT SURVEY CONTROL
 CP1883  ___________________________________________________________________
 CP1883* NAD 83(1986)-  32 05 16.     (N)    091 46 38.     (W)     SCALED    
 CP1883* NAVD 88     -        20.02   (+/-2cm)      65.7    (feet)  VERTCON   
 CP1883  ___________________________________________________________________
 CP1883  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CP1883
 CP1883  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1883
 CP1883.The horizontal coordinates were scaled from a topographic map and have
 CP1883.an estimated accuracy of +/- 6 seconds.
 CP1883
 CP1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1883.The vertical order pertains to the NGVD 29 superseded value.
 CP1883
 CP1883.The geoid height was determined by GEOID03.
 CP1883
 CP1883;                    North         East    Units  Estimated Accuracy
 CP1883;SPC LA N     -   176,270.    1,068,230.      MT  (+/- 180 meters Scaled)
 CP1883
 CP1883                          SUPERSEDED SURVEY CONTROL
 CP1883
 CP1883  NGVD 29 (??/??/92)   20.041  (m)           65.75   (f) ADJ UNCH    1 2
 CP1883
 CP1883.Superseded values are not recommended for survey control.
 CP1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1883.See file dsdata.txt to determine how the superseded data were derived.
 CP1883
 CP1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR153508(NAD 83)
 CP1883_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1883_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1883_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1883_STAMPING: SIMON H-23-5
 CP1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1883
 CP1883  HISTORY     - Date     Condition        Report By
 CP1883  HISTORY     - UNK      MONUMENTED       DOD
 CP1883  HISTORY     - 1966     GOOD             NGS
 CP1883  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP1883
 CP1883                          STATION DESCRIPTION
 CP1883
 CP1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1883'4.2 MI NE FROM FT NECESSITY.
 CP1883'ABOUT 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 CP1883'AT FT. NECESSITY, IN SECTION 29, T 13 N, R 7 E, 39 FEET EAST OF THE
 CP1883'CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER LINE OF A
 CP1883'DRIVEWAY LEADING TO THE SIMON RESIDENCE, 163 FEET WEST OF THE
 CP1883'SOUTHWEST CORNER OF A HOUSE, 10 FEET WEST OF A CORNER FENCE POST, 0.4
 CP1883'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A
 CP1883'3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 6 INCHES.
 CP1883
 CP1883                          STATION RECOVERY (2005)
 CP1883
 CP1883'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2694 ***********************************************************************
 CQ2694  DESIGNATION -  SIMPSON
 CQ2694  PID         -  CQ2694
 CQ2694  STATE/COUNTY-  LA/OUACHITA
 CQ2694  USGS QUAD   -  CALHOUN (1994)
 CQ2694
 CQ2694                         *CURRENT SURVEY CONTROL
 CQ2694  ___________________________________________________________________
 CQ2694* NAD 83(1992)-  32 33 43.73221(N)    092 18 28.93557(W)     ADJUSTED  
 CQ2694* NAVD 88     -        66.46   (+/-2cm)     218.0    (feet)  VERTCON   
 CQ2694  ___________________________________________________________________
 CQ2694  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CQ2694  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2694
 CQ2694  HORZ ORDER  -  FIRST
 CQ2694  VERT ORDER  -  THIRD ? (See Below)
 CQ2694
 CQ2694.The horizontal coordinates were established by classical geodetic methods
 CQ2694.and adjusted by the National Geodetic Survey in January 1993..
 CQ2694
 CQ2694.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2694.The vertical order pertains to the NGVD 29 superseded value.
 CQ2694
 CQ2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2694
 CQ2694.The geoid height was determined by GEOID03.
 CQ2694
 CQ2694;                    North         East     Units Scale Factor Converg.
 CQ2694;SPC LA N     -   228,662.129 1,018,027.173   MT  0.99997784   +0 06 05.4
 CQ2694;SPC LA N     -   750,202.33  3,339,977.48   sFT  0.99997784   +0 06 05.4
 CQ2694;UTM  15      - 3,602,959.434   564,958.295   MT  0.99965203   +0 22 20.8
 CQ2694
 CQ2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2694!SPC LA N     -   0.99999363  x   0.99997784  =   0.99997147
 CQ2694!UTM  15      -   0.99999363  x   0.99965203  =   0.99964566
 CQ2694
 CQ2694|---------------------------------------------------------------------|
 CQ2694| PID    Reference Object                     Distance      Geod. Az  |
 CQ2694|                                                           dddmmss.s |
 CQ2694| CY5539 SIMPSON RM 1                                       06228     |
 CQ2694| CY5541 SIMPSON 2 AZ MK                                    1795627.9 |
 CQ2694| CQ2693 31C017 LADH 1966                    APPROX. 2.5 KM 1801029.3 |
 CQ2694| CY5540 SIMPSON RM 2                                       18431     |
 CQ2694| CY5544 SIMPSON 2 RM 5                       12.634 METERS 27056     |
 CQ2694| CQ2692 SIMPSON 2                            39.846 METERS 30014     |
 CQ2694| CY5545 SIMPSON 2 RM 6                       34.991 METERS 34132     |
 CQ2694|---------------------------------------------------------------------|
 CQ2694
 CQ2694                          SUPERSEDED SURVEY CONTROL
 CQ2694
 CQ2694  NAD 83(1986)-  32 33 43.74527(N)    092 18 28.92724(W) AD(       ) 1
 CQ2694  NAD 27      -  32 33 43.22200(N)    092 18 28.42600(W) AD(       ) 1
 CQ2694  NGVD 29 (07/19/86)   66.52   (m)          218.2    (f) LEVELING    3  
 CQ2694
 CQ2694.Superseded values are not recommended for survey control.
 CQ2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2694.See file dsdata.txt to determine how the superseded data were derived.
 CQ2694
 CQ2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6495802959(NAD 83)
 CQ2694_MARKER: DS = TRIANGULATION STATION DISK
 CQ2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2694
 CQ2694  HISTORY     - Date     Condition        Report By
 CQ2694  HISTORY     - 1931     MONUMENTED       CGS
 CQ2694  HISTORY     - 1934     GOOD             LAGS
 CQ2694  HISTORY     - 1952     GOOD             CGS
 CQ2694  HISTORY     - 1966     GOOD             CGS
 CQ2694  HISTORY     - 1966     GOOD             CGS
 CQ2694
 CQ2694                          STATION DESCRIPTION
 CQ2694
 CQ2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2694'STATION IS ABOUT 12 MILES WNW OF MONROE AND 5 MILES NE OF
 CQ2694'CALHOUN, ON LAND OWNED BY THE SIMPSON ESTATE OF MONROE.
 CQ2694'
 CQ2694'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2694'DISKS SET IN CONCRETE.
 CQ2694'
 CQ2694'REFERENCE MARK NO. 1 IS IN PINE GROVE, 32.59 METERS (106.9
 CQ2694'FEET) FROM STATION N 62 DEG 27 MIN E.
 CQ2694'
 CQ2694'REFERENCE MARK NO. 2 IS 5 METERS (16 FEET) E OF CENTER LINE
 CQ2694'OF ROAD, 2 FEET E OF WIRE FENCE, ABOUT 50 METERS (164 FEET)
 CQ2694'NE OF FARMHOUSE, AND 60 METERS (197 FEET) FROM STATION.
 CQ2694'S 4 DEG 30 MIN W.
 CQ2694'
 CQ2694'TO REACH FROM MONROE GO 6.9 MILES W ON ROUTE 80 TO JUNCTION
 CQ2694'WITH ROUTE 15, THEN 6.5 MILES NW ON ROUTE 15 TO L.J. NEALS
 CQ2694'FILLING STATION ON THE RIGHT, THEN SW 1.2 MILES ON DIRT
 CQ2694'ROAD TO STATION, WHICH IS IN A PASTURE ON A HIGH RIDGE, 6
 CQ2694'METERS (20 FEET) E OF CENTER LINE OF ROAD, ABOUT 30 METERS
 CQ2694'(98 FEET) NE OF A 24-INCH GUM TREE ON W SIDE OF ROAD, AND
 CQ2694'ABOUT 100 METERS (328 FEET) NE OF A FARMHOUSE ON W SIDE
 CQ2694'OF ROAD.
 CQ2694
 CQ2694                          STATION RECOVERY (1934)
 CQ2694
 CQ2694'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 CQ2694'RECOVERED AS DESCRIBED.
 CQ2694
 CQ2694                          STATION RECOVERY (1952)
 CQ2694
 CQ2694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2694'THE STATION WAS RECOVERED BUT NOT OCCUPIED BECAUSE OF A
 CQ2694'POWER LINE OVER THE MARK.  THE MARK NOW SETS IN THE EDGE
 CQ2694'OF A BANK WITH ONE SIDE OF IT EXPOSED BECAUSE OF THE ROAD
 CQ2694'BEING WIDENED.  REFERENCE MARK 1 COULD NOT BE FOUND.  REFERENCE
 CQ2694'MARK 2 WAS OBSTRUCTED BY A LINE OF FENCE POSTS.
 CQ2694
 CQ2694                          STATION RECOVERY (1966)
 CQ2694
 CQ2694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ2694'THE STATION WAS VISITED 7-13-66 AND THE STATION UNDERGROUND
 CQ2694'MARK WAS FOUND IN GOOD CONDITION.  STATION SIMPSON 2 1952
 CQ2694'WAS FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE
 CQ2694'AZIMUTH MARK WERE FOUND DESTROYED AND THE DISK RECLAIMED.
 CQ2694'A NEW SURFACE MARK WAS ESTABLISHED AND A TIE MADE TO REFERENCE
 CQ2694'MARKS NO. 5 AND 6 OF STATION SIMPSON 2 1952.  A NEW DESCRIPTION
 CQ2694'FOLLOWS--
 CQ2694'
 CQ2694'THE STATION IS LOCATED 12 MILES NW OF MONROE, ABOUT 5 MILES
 CQ2694'NE OF CALHOUN, ON TOP OF A HILL JUST NORTH OF M.A. TALLEYS
 CQ2694'HOUSE, IN THE EAST SHOULDER OF THE HIGHWAY, 12.5 FEET E.
 CQ2694'OF THE CENTER OF THE HIGHWAY, 42.4 FEET E. OF A RIGHT-OF-WAY
 CQ2694'FENCE LINE, 39.3 FEET E. OF THE METAL WITNESS POST FOR REFERENCE
 CQ2694'MARK NO. 5, 14.2 FEET W. OF THE EAST RIGHT-OF-WAY FENCE
 CQ2694'LINE, 109 FEET NORTH OF A POWER POLE, AND 58 FEET N OF THE
 CQ2694'NORTH GATE POST IN THE EAST RIGHT-OF-WAY FENCE LINE.  IT
 CQ2694'IS A STANDARD DISK STAMPED SIMPSON 1931 1966, 6INCHES BELOW
 CQ2694'THE SURFACE OF THE GROUND.
 CQ2694'
 CQ2694'REFERENCE MARK NO. 5 IS 41.36 FEET NW OF THE STATION, 2
 CQ2694'FEET W. OF A WITNESS POST, 29 FEET W. OF THE CENTER OF THE
 CQ2694'HIGHWAY, 117 FEET NW OF A POWER POLE AND 1 FOOT E. OF A METAL
 CQ2694'WITNESS POST.  IT IS A STANDARD DISK STAMPED SIMPSON 2 1952
 CQ2694'NO 5 1966, PROJECTING 4 INCHES.
 CQ2694'
 CQ2694'REFERENCE MARK NO. 6 IS 114.79 FEET NNE OF THE STATION, 100
 CQ2694'FEET S. OF THE CENTER OF THE DRIVE LEADING WEST, 29 FEET
 CQ2694'W. OF THE CENTER OF THE HIGHWAY, 79 FEET SW OF A POWER POLE
 CQ2694'WITH A TRANSFORMER, 1 FOOT E. OF A FENCE LINE AND 1 FOOT
 CQ2694'W. OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 CQ2694'SIMPSON 2 1952, NO 6 1966, PROJECTING 6 INCHES.
 CQ2694'
 CQ2694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CQ2694'AND STATE HIGHWAY 153 IN CALHOUN, GO EAST ON U.S. HIGHWAY
 CQ2694'80 FOR 1.7 MILES TO I-20 (INTERSTATE), CONTINUE EAST ON
 CQ2694'U.S. HIGHWAY 80 FOR 1.75 MILES TO A SIDE ROAD LEFT JUST
 CQ2694'EAST OF A CHURCH, TURN LEFT AND GO NORTH FOR 2.65 MILES TO
 CQ2694'THE STATION ON THE RIGHT AT THE TOP OF THE HILL.
 CQ2694'
 CQ2694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILE
 CQ2694'NE OF CALHOUN
 CQ2694
 CQ2694                          STATION RECOVERY (1966)
 CQ2694
 CQ2694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ2694'SIMPSON 1931 UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION
 CQ2694'AND A NEW SURFACE MARK WAS POURED.  SIMPSON 2 WAS RECOVERED
 CQ2694'BUT COULD NOT BE OCCUPIED.
 CQ2694'
 CQ2694'THIS STATION IS NORTH ALONG PARISH ROADS BROWNLEE AND ROLLEIGH
 CQ2694'RUSSELL, 3 MILES FROM U.S. HIGHWAY 80 NEAR INTERCHANGE ON
 CQ2694'INTERSTATE 20.  STATION IS SET 3 FEET EAST OF EAST EDGE OF
 CQ2694'ROADWAY IN SHOULDER OF ROLLEIGH RUSSELL ROAD, 13 FEET EAST
 CQ2694'OF CENTERLINE OF SAID ROAD, 13.6 FEET WEST OF A METAL WITNESS
 CQ2694'POST AND SIGN, 108.5 FEET NORTH OF A POWER POLE, 58.0 FEET
 CQ2694'NORTH OF A GATE POST, AND IS ABOUT 300 FEET NORTH OF A FRAME
 CQ2694'RESIDENCE ON NORTH SIDE OF ROAD.
 CQ2694'
 CQ2694'THIS STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 CQ2694'A ROUND CONCRETE POST AND IS ABOUT 8 INCHES BELOW THE SURFACE
 CQ2694'OF THE GROUND.  STATION IS STAMPED SIMPSON 1931-1966.
 CQ2694'
 CQ2694'TO REACH THIS STATION FROM CALHOUN, LOUISIANA, BEGIN IN
 CQ2694'MIDDLE OF TOWN AT INTERSECTION OF LA. HIGHWAY 151 AND U.S.
 CQ2694'HIGHWAY 80 AND FOLLOW ALONG U.S. HIGHWAY 80 EAST FOR 2 MILES
 CQ2694'TO INTERCHANGE ON INTERSTATE 20, THENCE FURTHER EAST ALONG
 CQ2694'U.S. 80 FOR 0.2 MILE TO INTERSECTION WITH BROWNLEE ROAD
 CQ2694'LEADING NORTH, THENCE NORTH AND EAST ALONG BROWNLEE ROAD
 CQ2694'FOR 2.34 MILES TO INTERSECTION WITH ROLLEIGH RUSSELL ROAD,
 CQ2694'THENCE NORTH ALONG ROLLEIGH RUSSELL ROAD FOR 1.2 MILES TO
 CQ2694'STATION SET IN SHOULDER ON EAST SIDE OF ROAD.
 CQ2694'
 CQ2694'SIMPSON 2 R.M. NO. 6 WAS RECOVERED BUT HAD BEEN MOVED.  MARK
 CQ2694'WAS RESET, FOLLOWING IS NEW DESCRIPTION.  STATION IS 114.80
 CQ2694'FEET NORTHWEST OF SIMPSON 1931-1966, 1.4 FEET EAST OF NORTH
 CQ2694'RIGHT OF WAY FENCE ALONG ROLLEIGH RUSSELL ROAD, 1.35 FEET
 CQ2694'WEST OF A METAL WITNESS POST AND SIGN, 18.5 FEET WEST OF
 CQ2694'WEST EDGE OF ROAD, 27.5 FEET WEST OF CENTERLINE OF ROAD
 CQ2694'AND 79.0 FEET SOUTHWEST OF A POWER POLE.  STATION IS STAMPED
 CQ2694'SIMPSON R.M. NO. 6 1952-66.
 CQ2694'
 CQ2694'SIMPSON 2 R.M. NO. 5 WAS RESET.  A NEW DESCRIPTION FOLLOWS--MARK
 CQ2694'IS 41.45 FEET WEST OF STATION SIMPSON 1931-66, 1.0 FEET
 CQ2694'EAST OF WEST RIGHT OF WAY FENCE ALONG ROLLEIGH RUSSELL ROAD,
 CQ2694'2.0 FEET WEST OF A METAL WITNESS POST AND SIGN, 19.7 FEET
 CQ2694'WEST OF WEST EDGE OF SAID ROAD, 28.5 FEET WEST OF CENTERLINE
 CQ2694'OF SAID ROAD AND 78.0 FEET NORTHWEST OF NORTH GATE POST.
 CQ2694'STATION IS STAMPED SIMPSON 2 R.M. NO. 5 1952-66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2692 ***********************************************************************
 CQ2692  DESIGNATION -  SIMPSON 2
 CQ2692  PID         -  CQ2692
 CQ2692  STATE/COUNTY-  LA/OUACHITA
 CQ2692  USGS QUAD   -  CALHOUN (1994)
 CQ2692
 CQ2692                         *CURRENT SURVEY CONTROL
 CQ2692  ___________________________________________________________________
 CQ2692* NAD 83(1992)-  32 33 44.38349(N)    092 18 30.25528(W)     ADJUSTED  
 CQ2692* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 CQ2692  ___________________________________________________________________
 CQ2692  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CQ2692  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ2692
 CQ2692  HORZ ORDER  -  SECOND
 CQ2692
 CQ2692.The horizontal coordinates were established by classical geodetic methods
 CQ2692.and adjusted by the National Geodetic Survey in January 1993..
 CQ2692
 CQ2692.The orthometric height was scaled from a topographic map.
 CQ2692
 CQ2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2692
 CQ2692.The geoid height was determined by GEOID03.
 CQ2692
 CQ2692;                    North         East     Units Scale Factor Converg.
 CQ2692;SPC LA N     -   228,682.130 1,017,992.711   MT  0.99997787   +0 06 04.7
 CQ2692;SPC LA N     -   750,267.95  3,339,864.42   sFT  0.99997787   +0 06 04.7
 CQ2692;UTM  15      - 3,602,979.265   564,923.751   MT  0.99965198   +0 22 20.1
 CQ2692
 CQ2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2692!SPC LA N     -   0.99999355  x   0.99997787  =   0.99997142
 CQ2692!UTM  15      -   0.99999355  x   0.99965198  =   0.99964553
 CQ2692
 CQ2692|---------------------------------------------------------------------|
 CQ2692| PID    Reference Object                     Distance      Geod. Az  |
 CQ2692|                                                           dddmmss.s |
 CQ2692| CY5542 SIMPSON 2 RM 3                       32.888 METERS 05116     |
 CQ2692| CY5545 SIMPSON 2 RM 6                       26.812 METERS 06038     |
 CQ2692| CQ2694 SIMPSON                              39.846 METERS 12014     |
 CQ2692| CY5544 SIMPSON 2 RM 5                       29.472 METERS 13218     |
 CQ2692| CY5543 SIMPSON 2 RM 4                       38.987 METERS 14312     |
 CQ2692| CY5541 SIMPSON 2 AZ MK                                    1723728.0 |
 CQ2692| CQ0331 SIBLEY                              APPROX.15.8 KM 2770359.8 |
 CQ2692|---------------------------------------------------------------------|
 CQ2692
 CQ2692                          SUPERSEDED SURVEY CONTROL
 CQ2692
 CQ2692  NAD 83(1986)-  32 33 44.39652(N)    092 18 30.24690(W) AD(       ) 2
 CQ2692  NAD 27      -  32 33 43.87300(N)    092 18 29.74600(W) AD(       ) 2
 CQ2692
 CQ2692.Superseded values are not recommended for survey control.
 CQ2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2692.See file dsdata.txt to determine how the superseded data were derived.
 CQ2692
 CQ2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6492402979(NAD 83)
 CQ2692_MARKER: DS = TRIANGULATION STATION DISK
 CQ2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2692
 CQ2692  HISTORY     - Date     Condition        Report By
 CQ2692  HISTORY     - 1952     MONUMENTED       CGS
 CQ2692  HISTORY     - 1966     GOOD             CGS
 CQ2692
 CQ2692                          STATION DESCRIPTION
 CQ2692
 CQ2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2692'THE STATION IS ABOUT 12 MILES NORTHWEST OF MONROE, 5 MILES
 CQ2692'NORTHEAST OF CALHOUN, ON LAND OWNED BY W.F. MC CORMICK, AND 99
 CQ2692'FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 CQ2692'
 CQ2692'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 201 AND
 CQ2692'U.S. HIGHWAY 80 IN CALHOUN, GO EAST ON HIGHWAY 80 FOR 3.5
 CQ2692'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON A GRAVELED
 CQ2692'ROAD FOR 0.9 MILE TO A CROSS ROAD, CONTINUE NORTH FOR 1.75
 CQ2692'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.2
 CQ2692'MILE TO THE STATION ON THE LEFT.
 CQ2692'
 CQ2692'THE STATION MARK IS 10 INCHES UNDERGROUND AND THE DISK IS
 CQ2692'STAMPED SIMPSON 2 1952.
 CQ2692'
 CQ2692'REFERENCE MARK 3 IS 20 FEET WEST OF THE CENTER OF THE
 CQ2692'GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CQ2692'STAMPED SIMPSON 2 NO 3 1952.
 CQ2692'
 CQ2692'REFERENCE MARK 4 IS 21 FEET WEST OF THE CENTER OF THE GRAVELED
 CQ2692'ROAD AND 3 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE
 CQ2692'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SIMPSON 2 NO 4
 CQ2692'1952.
 CQ2692'
 CQ2692'THE AZIMUTH MARK IS 22 FEET EAST OF THE CENTER OF THE GRAVELED
 CQ2692'ROAD AND 1 FOOT EAST OF A 4 X 4 INCH WHITE WITNESS POST.
 CQ2692'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SIMPSON
 CQ2692'2 1952.
 CQ2692'
 CQ2692'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ2692
 CQ2692                          STATION RECOVERY (1966)
 CQ2692
 CQ2692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CQ2692'THE STATION WAS VISITED ON 7-13-66 AND THE STATION MARK WAS
 CQ2692'FOUND IN GOOD CONDITION.  THE UNDERGROUND DISK WAS FOUND FOR
 CQ2692'STATION SIMPSON 1931.  REFERENCE MARKS NO. 3 AND 4 WERE FOUND
 CQ2692'DISTURBED AND DISKS RECLAIMED REFERENCE MARKS NO. 5 AND 6 WERE
 CQ2692'ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK AND REFERENCE
 CQ2692'MARK NO. 2 WAS FOUND DESTROYED AND THE DISKS RECLAIMED NOTE--THE
 CQ2692'STATION IS NOW LOCATED IN A GARDEN AND THE LAND OWNER IS NOT
 CQ2692'HAPPY ABOUT USING THE MARK DURING THE SUMMER MONTHS WHEN
 CQ2692'GARDEN IS PRODUCTIVE.  PERMISSION WILL POSITIVELY BE OBTAINED
 CQ2692'BEFORE USING THE STATION, FROM M.A. TALLEY WHO LIVES JUST
 CQ2692'SOUTH OF THE STATION.  A SURFACE MARK WAS ESTABLISHED FOR
 CQ2692'STATION SIMPSON 1931 AND TIES MADE TO R.M.S 5 AND 6 A NEW
 CQ2692'DESCRIPTION FOLLOWS--
 CQ2692'
 CQ2692'THE STATION IS LOCATED ABOUT 12 MILES NW OF MONROE AND ABOUT 5
 CQ2692'MILES NE OF CALHOUN ON LAND OWNED BY M.A. TALLEY, ON THE
 CQ2692'TOP OF A HILL, JUST NORTH OF HIS HOUSE IN A CULTIVATED GARDEN
 CQ2692'PLOT, 103 FEET W. OF THE CENTER OF THE HIGHWAY, 73 FEET W. OF THE
 CQ2692'R.O.W. FENCE LINE, AND 146.5 FEET S. OF THE CENTER OF THE
 CQ2692'DRIVEWAY LEADING WEST.  IT IS A STANDARD DISK, STAMPED SIMPSON
 CQ2692'2 1952, 10 INCHES BELOW THE SURFACE OF THE GROUND.
 CQ2692'
 CQ2692'REFERENCE MARK NO. 5 IS 96.72 FEET SSE OF THE STATION, 2 FEET
 CQ2692'W. OF A WITNESS POST, 29 FEET W. OF THE CENTER OF THE HIGHWAY,
 CQ2692'1 FOOT E OF A FENCE LINE, 117 FEET NW OF A POWER POLE, IT
 CQ2692'IS A STANDARD DISK, STAMPED SIMPSON 2 1952 NO 5 1966, PROJECTING
 CQ2692'4 INCHES.
 CQ2692'
 CQ2692'REFERENCE MARK NO. 6 IS 87.96 FEET ENE OF THE STATION, 100
 CQ2692'FEET S. OF THE CENTER OF A DRIVE LEADING WEST, 29 FEET W.
 CQ2692'OF THE CENTER OF THE HIGHWAY, 79 FEET SW OF A POWER POLE WITH A
 CQ2692'TRANSFORMER, 1 FOOT E. OF A FENCE LINE AND 1 FOOT W. OF A METAL
 CQ2692'WITNESS POST.  IT IS A STANDARD DISK STAMPED, SIMPSON 2 1952
 CQ2692'NO 6 1966, PROJECTING 6 INCHES.
 CQ2692'
 CQ2692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CQ2692'AND STATE HIGHWAY 153 IN CALHOUN GO E. ON U.S. HIGHWAY 80 FOR
 CQ2692'1.7 MILES TO I-20 (INTERSTATE), CONTINUE EAST ON U.S. HIGHWAY
 CQ2692'80 FOR 1.75 MILE TO A SIDE ROAD LEFT, JUST EAST OF A CHURCH,
 CQ2692'TURN LEFT AND GO NORTH FOR 2.65 MILE TO THE STATION ON THE LEFT
 CQ2692'ON THE TOP OF A HILL IN A CULTIVATED FIELD.
 CQ2692'
 CQ2692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE
 CQ2692'OF CALHOUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2931 ***********************************************************************
 CQ2931  DESIGNATION -  SIMSBORO
 CQ2931  PID         -  CQ2931
 CQ2931  STATE/COUNTY-  LA/LINCOLN
 CQ2931  USGS QUAD   -  SIMSBORO (1994)
 CQ2931
 CQ2931                         *CURRENT SURVEY CONTROL
 CQ2931  ___________________________________________________________________
 CQ2931* NAD 83(1992)-  32 31 18.02784(N)    092 46 40.04678(W)     ADJUSTED  
 CQ2931* NAVD 88     -       109.80   (+/-2cm)     360.2    (feet)  VERTCON   
 CQ2931  ___________________________________________________________________
 CQ2931  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CQ2931  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ2931
 CQ2931  HORZ ORDER  -  FIRST
 CQ2931  VERT ORDER  -  THIRD ? (See Below)
 CQ2931
 CQ2931.The horizontal coordinates were established by classical geodetic methods
 CQ2931.and adjusted by the National Geodetic Survey in January 1993..
 CQ2931
 CQ2931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2931.The vertical order pertains to the NGVD 29 superseded value.
 CQ2931
 CQ2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2931
 CQ2931.The geoid height was determined by GEOID03.
 CQ2931
 CQ2931;                    North         East     Units Scale Factor Converg.
 CQ2931;SPC LA N     -   224,191.374   973,901.194   MT  0.99997015   -0 08 48.7
 CQ2931;SPC LA N     -   735,534.53  3,195,207.50   sFT  0.99997015   -0 08 48.7
 CQ2931;UTM  15      - 3,598,283.508   520,869.164   MT  0.99960537   +0 07 10.1
 CQ2931
 CQ2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2931!SPC LA N     -   0.99998680  x   0.99997015  =   0.99995695
 CQ2931!UTM  15      -   0.99998680  x   0.99960537  =   0.99959217
 CQ2931
 CQ2931:                Primary Azimuth Mark                     Grid Az
 CQ2931:SPC LA N     -  SIMSBORO LAURENS GLASS INC TK            029 04 08.7
 CQ2931:UTM  15      -  SIMSBORO LAURENS GLASS INC TK            028 48 09.9
 CQ2931
 CQ2931|---------------------------------------------------------------------|
 CQ2931| PID    Reference Object                     Distance      Geod. Az  |
 CQ2931|                                                           dddmmss.s |
 CQ2931| CQ2941 SIMSBORO LAURENS GLASS INC TK       APPROX. 2.7 KM 0285520.0 |
 CQ2931| CY5546 SIMSBORO RM 1                        59.210 METERS 05126     |
 CQ2931| CQ2916 RUSTON N MUN TANK                   APPROX.13.4 KM 0725227.5 |
 CQ2931| CQ2920 GRAMBLING N MUN TANK                APPROX. 6.3 KM 0811655.4 |
 CQ2931| CQ2910 RUSTON MUNICIPAL TANK               APPROX.13.3 KM 0861926.1 |
 CQ2931| CQ2909 31B002 RESET                        APPROX.13.1 KM 0871657.3 |
 CQ2931| CQ2945 SIMSBORO RURAL STANDPIPE            APPROX. 3.2 KM 2323854.2 |
 CQ2931| CQ2942 7B010 RM 2                          APPROX. 1.5 KM 2474251.8 |
 CQ2931| CQ2939 7B010                               APPROX. 1.6 KM 2482329.3 |
 CQ2931| CY5547 SIMSBORO RM 2                       199.949 METERS 27051     |
 CQ2931| CQ2958 ARCADIA UNITED MICRO KGU 44         APPROX.15.6 KM 2741918.2 |
 CQ2931| CQ2957 ARCADIA W MUN TANK                  APPROX.14.7 KM 2834103.2 |
 CQ2931|---------------------------------------------------------------------|
 CQ2931
 CQ2931                          SUPERSEDED SURVEY CONTROL
 CQ2931
 CQ2931  NAD 83(1986)-  32 31 18.04103(N)    092 46 40.03781(W) AD(       ) 1
 CQ2931  NAD 27      -  32 31 17.49772(N)    092 46 39.48558(W) AD(       ) 1
 CQ2931  NGVD 29 (07/19/86)  109.87   (m)          360.5    (f) LEVELING    3  
 CQ2931
 CQ2931.Superseded values are not recommended for survey control.
 CQ2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2931.See file dsdata.txt to determine how the superseded data were derived.
 CQ2931
 CQ2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR2086998284(NAD 83)
 CQ2931_MARKER: DS = TRIANGULATION STATION DISK
 CQ2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2931
 CQ2931  HISTORY     - Date     Condition        Report By
 CQ2931  HISTORY     - 1931     MONUMENTED       CGS
 CQ2931  HISTORY     - 1936     GOOD             LAGS
 CQ2931  HISTORY     - 1957     GOOD             LOCSUR
 CQ2931  HISTORY     - 1966     GOOD             CGS
 CQ2931  HISTORY     - 1970     GOOD             USAF
 CQ2931  HISTORY     - 1971     GOOD             NGS
 CQ2931
 CQ2931                          STATION DESCRIPTION
 CQ2931
 CQ2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2931'STATION IS ABOUT 10 MILES W OF RUSTON AND 1-1/2 MILES SE
 CQ2931'OF SIMSBORO, ON LAND OWNED BY M.J. LEDBETTER.
 CQ2931'
 CQ2931'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2931'DISKS SET IN CONCRETE.
 CQ2931'
 CQ2931'REFERENCE MARK NO. 1 IS IN FENCE LINE N OF ORCHARD, 29 METERS
 CQ2931'(95 FEET) W OF ROAD, AND 59.22 METERS (194.3 FEET) FROM STATION
 CQ2931'N 51 DEG 26 MIN E.
 CQ2931'
 CQ2931'REFERENCE MARK NO. 2 IS IN NW CORNER OF FIELD, S OF THE LANE,
 CQ2931'AND ABOUT 200 METERS (656 FEET) FROM STATION, N 00 DEG 09 MIN 11 SE.
 CQ2931'
 CQ2931'TO REACH FROM SIMSBORO GO 0.8 MILE E ON ROUTE 80, THEN 0.5
 CQ2931'MILE S ON A COUNTY ROAD TO A WHITE HOUSE ON THE W SIDE OF THE
 CQ2931'ROAD OCCUPIED BY B.S. RUSSELL.  STATION IS ABOUT 60 METERS
 CQ2931'(197 FEET) W OF THIS HOUSE, IN A SMALL LANE, 7.3 METERS
 CQ2931'(24 FEET) W OF A WELL, AND 13.1 METERS (43 FEET) N BY W
 CQ2931'OF NE CORNER OF BARN.
 CQ2931
 CQ2931                          STATION RECOVERY (1936)
 CQ2931
 CQ2931'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CQ2931'RECOVERED AS DESCRIBED.
 CQ2931
 CQ2931                          STATION RECOVERY (1957)
 CQ2931
 CQ2931'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957
 CQ2931'RECOVERED BY SEISMIC EXPLOR
 CQ2931'
 CQ2931'THE STATION AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION.
 CQ2931'R.M. NO. 1 WAS DESTROYED BY WIDENING OF ROAD.
 CQ2931
 CQ2931                          STATION RECOVERY (1966)
 CQ2931
 CQ2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 CQ2931'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CQ2931'STATION IS ABOUT 8 MILES WEST OF RUSTON, LOUISIANA AND 0.5
 CQ2931'MILE SOUTH OF THE TOWN OF SIMSBORO, LOUISIANA ON LA HIGHWAY
 CQ2931'563 SET WEST OF HIGHWAY.  STATION IS SET IN A BARNYARD BEHIND A
 CQ2931'WHITE FRAME RESIDENCE, 197.5 FEET WEST OF SAID HOUSE, 43.6 FEET
 CQ2931'NORTH OF THE NORTHWEST CORNER OF A BARN.
 CQ2931'
 CQ2931'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A SQUARE
 CQ2931'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE
 CQ2931'OF THE GROUND.  STATION IS STAMPED SIMSBORO 1931.
 CQ2931'
 CQ2931'REFERENCE MARK NO. 1 IS IN A PINE THICKET 94.6 FEET WEST
 CQ2931'OF LA. HIGHWAY 563, 194.3 FEET NORTHEAST OF STATION.
 CQ2931'
 CQ2931'REFERENCE MARK NO. 2 IS IN PASTURE 655 FEET WEST OF STATION
 CQ2931'AND IS SOUTH OF A LANE RUNNING WEST.
 CQ2931'
 CQ2931'TO REACH THE STATION FROM THE LINCOLN PARISH COURTHOUSE
 CQ2931'IN RUSTON, LOUISIANA, FOLLOW VIENNA STREET (U.S. HIGHWAY
 CQ2931'167) NORTH FOR 0.8 MILE TO THE VIENNA STREET OVERPASS AND
 CQ2931'INTERCHANGE ON INTERSTATE 20, THENCE WEST ALONG INTERSTATE 20 FOR 8
 CQ2931'MILES TO THE SIMSBORO OVERPASS AND INTERCHANGE ON LA HIGHWAY
 CQ2931'507, THENCE SOUTH ON LA HIGHWAY 507 FOR 1.2 MILES TO
 CQ2931'SIMSBORO AND U.S. HIGHWAY 80, THENCE EAST ALONG U.S.
 CQ2931'HIGHWAY 80 FOR 0.7 MILE TO INTERSECTION WITH LA HIGHWAY
 CQ2931'563, THENCE SOUTH ALONG LA HIGHWAY 563 FOR 0.5 MILE TO
 CQ2931'STATION SET WEST OF HIGHWAY.
 CQ2931
 CQ2931                          STATION RECOVERY (1970)
 CQ2931
 CQ2931'RECOVERY NOTE BY US AIR FORCE 1970
 CQ2931'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 CQ2931'CONDITION AS DESCRIBED.
 CQ2931'
 CQ2931'ROUTE DESCRIPTION IS ADEQUATE.
 CQ2931'
 CQ2931'RECOVERED BY USAF, 1970.
 CQ2931
 CQ2931                          STATION RECOVERY (1971)
 CQ2931
 CQ2931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2931'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CQ2931'FOUND IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED
 CQ2931'GOOD WITH THE PREVIOUS DATA.  THE DIRECTIONS TO THE REFERENCE
 CQ2931'MARKS CHECKED GOOD WITH THE PREVIOUS DATA.
 CQ2931'
 CQ2931'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 CQ2931'
 CQ2931'THE STATION IS LOCATED 8 MILES WEST OF RUSTON AND 1/2 MILE
 CQ2931'SOUTH OF SIMSBORO, IN A BARNLOT ON PROPERTY OWNED BY
 CQ2931'MR. W.R. LEDBETTER, ROUTE 1 BOX 37B, SIMSBORO, LOUISIANA 71275.
 CQ2931'
 CQ2931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CQ2931'AND STATE HIGHWAY 563, ABOUT 0.5 MILE EAST OF SIMSBORO, GO SOUTH
 CQ2931'ON HIGHWAY 563 FOR 0.5 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 CQ2931'RIGHT AND GO WESTERLY ON THE DRIVEWAY, PASSING TO THE NORTH OF A
 CQ2931'HOUSE FOR 0.05 MILE TO A BOARD GATE AT ENTRANCE TO BARNLOT AND
 CQ2931'THE STATION AS DESCRIBED.
 CQ2931'
 CQ2931'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SIMSBORO
 CQ2931'1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 CQ2931'IS FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET WEST-NORTHWEST
 CQ2931'OF THE SOUTH CORNER POST OF THE GATE, 64.5 FEET WEST OF THE
 CQ2931'NORTHWEST CORNER OF A SMALL BARN AND 45 FEET NORTH-NORTHWEST OF
 CQ2931'THE NORTHEAST CORNER OF A BARN.  THE UNDER GROUND MARK WAS NOT
 CQ2931'INSPECTED.
 CQ2931'
 CQ2931'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SIMSBORO NO 1 1931,
 CQ2931'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CQ2931'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 10.5 FEET NORTHWEST OF
 CQ2931'A 10-INCH PINE TREE WITH A TRIANGLE BLAZE, 10 FEET NORTH OF A
 CQ2931'16-INCH PINE TREE AND 6.5 FEET NORTHEAST OF A 12-INCH PINE TREE
 CQ2931'WITH A TRIANGLE BLAZE.
 CQ2931'
 CQ2931'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SIMSBORO NO 2 1971,
 CQ2931'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CQ2931'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET EAST-NORTHEAST
 CQ2931'OF A 24-INCH BLACKGUM TREE, 21 FEET SOUTH OF A FENCE AND 1.5
 CQ2931'FEET EAST OF A METAL WITNESS POST.
 CQ2931'
 CQ2931'NOTE--REFERENCE MARK 1 MEASURED WITH A 300 FOOT TAPE WITH 15
 CQ2931'KGS. TENSION.
 CQ2931'
 CQ2931'NO SUITABLE PLACE FOR AN AZIMUTH MARK WAS FOUND.
 CQ2931'
 CQ2931'HEIGHT OF LIGHT ABOVE STATION MARK 99.4 FEET.
 CQ2931'
 CQ2931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2931'1/2 MILE SOUTH OF SIMSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2941 ***********************************************************************
 CQ2941  DESIGNATION -  SIMSBORO LAURENS GLASS INC TK
 CQ2941  PID         -  CQ2941
 CQ2941  STATE/COUNTY-  LA/LINCOLN
 CQ2941  USGS QUAD   -  SIMSBORO (1994)
 CQ2941
 CQ2941                         *CURRENT SURVEY CONTROL
 CQ2941  ___________________________________________________________________
 CQ2941* NAD 83(1992)-  32 32 35.17255(N)    092 45 49.72156(W)     ADJUSTED  
 CQ2941* NAVD 88     -                                                        
 CQ2941  ___________________________________________________________________
 CQ2941  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CQ2941  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ2941
 CQ2941  HORZ ORDER  -  THIRD
 CQ2941
 CQ2941.The horizontal coordinates were established by classical geodetic methods
 CQ2941.and adjusted by the National Geodetic Survey in January 1993..
 CQ2941
 CQ2941
 CQ2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2941
 CQ2941.The geoid height was determined by GEOID03.
 CQ2941
 CQ2941;                    North         East     Units Scale Factor Converg.
 CQ2941;SPC LA N     -   226,564.422   975,220.343   MT  0.99997416   -0 08 22.1
 CQ2941;SPC LA N     -   743,320.11  3,199,535.41   sFT  0.99997416   -0 08 22.1
 CQ2941;UTM  15      - 3,600,661.793   522,176.785   MT  0.99960606   +0 07 37.4
 CQ2941
 CQ2941                          SUPERSEDED SURVEY CONTROL
 CQ2941
 CQ2941  NAD 83(1986)-  32 32 35.18579(N)    092 45 49.71258(W) AD(       ) 4
 CQ2941  NAD 27      -  32 32 34.64460(N)    092 45 49.16240(W) AD(       ) 3
 CQ2941
 CQ2941.Superseded values are not recommended for survey control.
 CQ2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2941.See file dsdata.txt to determine how the superseded data were derived.
 CQ2941
 CQ2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2217700662(NAD 83)
 CQ2941_MARKER: 53 = ELEVATED TANK
 CQ2941
 CQ2941  HISTORY     - Date     Condition        Report By
 CQ2941  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2941
 CQ2941                          STATION DESCRIPTION
 CQ2941
 CQ2941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2941'SIMSBORO LAUREN GLASS INCORPORATION WATER TANK IS LOCATED 1-1/2
 CQ2941'MILES NORTHEAST OF SIMSBORO AND 0.2 MILE SOUTHEAST OF THE
 CQ2941'INTERSECTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 563.
 CQ2941'
 CQ2941'IT IS AN ELEVATED TANK, PAINTED SILVER, SUPPORTED BY A
 CQ2941'FOUR-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 120 FEET.
 CQ2941'
 CQ2941'THE POINT INTERSECTED WAS THE VENT AT THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2945 ***********************************************************************
 CQ2945  DESIGNATION -  SIMSBORO RURAL STANDPIPE
 CQ2945  PID         -  CQ2945
 CQ2945  STATE/COUNTY-  LA/LINCOLN
 CQ2945  USGS QUAD   -  SIMSBORO (1994)
 CQ2945
 CQ2945                         *CURRENT SURVEY CONTROL
 CQ2945  ___________________________________________________________________
 CQ2945* NAD 83(1992)-  32 30 14.69068(N)    092 48 17.96206(W)     ADJUSTED  
 CQ2945* NAVD 88     -                                                        
 CQ2945  ___________________________________________________________________
 CQ2945  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CQ2945  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2945
 CQ2945  HORZ ORDER  -  THIRD
 CQ2945
 CQ2945.The horizontal coordinates were established by classical geodetic methods
 CQ2945.and adjusted by the National Geodetic Survey in January 1993..
 CQ2945
 CQ2945
 CQ2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2945
 CQ2945.The geoid height was determined by GEOID03.
 CQ2945
 CQ2945;                    North         East     Units Scale Factor Converg.
 CQ2945;SPC LA N     -   222,247.251   971,340.357   MT  0.99996697   -0 09 40.5
 CQ2945;SPC LA N     -   729,156.19  3,186,805.82   sFT  0.99996697   -0 09 40.5
 CQ2945;UTM  15      - 3,596,328.221   518,318.316   MT  0.99960414   +0 06 17.2
 CQ2945
 CQ2945                          SUPERSEDED SURVEY CONTROL
 CQ2945
 CQ2945  NAD 83(1986)-  32 30 14.70380(N)    092 48 17.95326(W) AD(       ) 4
 CQ2945  NAD 27      -  32 30 14.15635(N)    092 48 17.39595(W) AD(       ) 3
 CQ2945
 CQ2945.Superseded values are not recommended for survey control.
 CQ2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2945.See file dsdata.txt to determine how the superseded data were derived.
 CQ2945
 CQ2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1831896328(NAD 83)
 CQ2945_MARKER: 52 = STANDPIPE TANK
 CQ2945
 CQ2945  HISTORY     - Date     Condition        Report By
 CQ2945  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2945
 CQ2945                          STATION DESCRIPTION
 CQ2945
 CQ2945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2945'SIMSBORO RURAL STANDPIPE IS LOCATED 2.4 MILES SOUTHWEST ALONG
 CQ2945'STATE HIGHWAY 507 FROM ITS JUNCTION WITH U.S. HIGHWAY 80 IN
 CQ2945'SIMSBORO.
 CQ2945'
 CQ2945'IT IS A CYLINDRICAL STEEL STANDPIPE, PAINTED SILVER AND IS 110
 CQ2945'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2948 ***********************************************************************
 BK2948  DESIGNATION -  SINE
 BK2948  PID         -  BK2948
 BK2948  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2948  USGS QUAD   -  LACASSINE (1985)
 BK2948
 BK2948                         *CURRENT SURVEY CONTROL
 BK2948  ___________________________________________________________________
 BK2948* NAD 83(1992)-  30 14 46.60142(N)    092 52 41.65141(W)     ADJUSTED  
 BK2948* NAVD 88     -        13.3  **(meters)      44.   **(feet)  VERTCON   
 BK2948  **This station is located in a subsidence area (see below).
 BK2948  ___________________________________________________________________
 BK2948  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BK2948  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2948
 BK2948  HORZ ORDER  -  SECOND
 BK2948
 BK2948.The horizontal coordinates were established by classical geodetic methods
 BK2948.and adjusted by the National Geodetic Survey in January 1993..
 BK2948
 BK2948 ** The orthometric height has not been validated since last determined
 BK2948 ** by differential leveling and should not be used for control purposes.
 BK2948 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2948 ** area with valid NAVD 88 orthometric heights.
 BK2948 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2948 ** epoch indicated which incorporates improved geoid heights for the
 BK2948 ** Southern Louisiana Subsidence area.
 BK2948 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2948
 BK2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2948
 BK2948.The geoid height was determined by GEOID03.
 BK2948
 BK2948;                    North         East     Units Scale Factor Converg.
 BK2948;SPC LA S     -   194,567.785   851,321.664   MT  0.99993488   -0 46 20.9
 BK2948;SPC LA S     -   638,344.47  2,793,044.49   sFT  0.99993488   -0 46 20.9
 BK2948;UTM  15      - 3,346,081.751   511,714.706   MT  0.99960169   +0 03 40.8
 BK2948
 BK2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2948!SPC LA S     -   1.00000219  x   0.99993488  =   0.99993707
 BK2948!UTM  15      -   1.00000219  x   0.99960169  =   0.99960388
 BK2948
 BK2948|---------------------------------------------------------------------|
 BK2948| PID    Reference Object                     Distance      Geod. Az  |
 BK2948|                                                           dddmmss.s |
 BK2948| BK2940 27A004 LADH 1965                      8.623 METERS 06839     |
 BK2948| CW2335 SINE RM 1                             8.165 METERS 17521     |
 BK2948| BK2949 SINE 1974 A POINT                     5.101 METERS 20919     |
 BK2948| BK2938 27A003 LADH 1965                    APPROX. 1.6 KM 2725409.5 |
 BK2948|---------------------------------------------------------------------|
 BK2948
 BK2948                          SUPERSEDED SURVEY CONTROL
 BK2948
 BK2948  NAD 83(1986)-  30 14 46.62230(N)    092 52 41.64547(W) AD(       ) 2
 BK2948  NAD 27      -  30 14 45.87515(N)    092 52 41.11620(W) AD(       ) 2
 BK2948  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 BK2948
 BK2948.Superseded values are not recommended for survey control.
 BK2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2948.See file dsdata.txt to determine how the superseded data were derived.
 BK2948
 BK2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1171546082(NAD 83)
 BK2948_MARKER: DS = TRIANGULATION STATION DISK
 BK2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2948
 BK2948  HISTORY     - Date     Condition        Report By
 BK2948  HISTORY     - 1974     MONUMENTED       NGS
 BK2948
 BK2948                          STATION DESCRIPTION
 BK2948
 BK2948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2948'THE STATION IS ABOUT 6 MILES WEST-NORTHWEST OF WELSH, 3-1/2 MILES
 BK2948'EAST-NORTHEAST OF LACASSINE, 3-1/2 MILES EAST OF THE JUNCTION OF
 BK2948'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 101, AT THE SOUTHWEST
 BK2948'CORNER OF THE BRIDGE OVER INTERSTATE HIGHWAY 10 WHICH IS THE FIRST
 BK2948'OVERPASS EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE
 BK2948'HIGHWAY 101 AND ON THE RIGHT-OF-WAY OF ROAD 1131.
 BK2948'
 BK2948'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2948'STATE HIGHWAY 101 ABOUT 1 MILE NORTH OF LACASSINE, GO NORTH ON
 BK2948'HIGHWAY 101 FOR 0.1 MILE TO THE JUNCTION OF SERVICE ROAD.  TURN RIGHT
 BK2948'AND GO EAST ON SERVICE ROAD FOR 2.15 MILES TO A SIDE ROAD LEFT AND
 BK2948'27A003 (LDH) (AZ MK) ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON
 BK2948'SERVICE ROAD FOR 1.25 MILES TO THE JUNCTION OF ROAD 1131.  TURN
 BK2948'RIGHT AND GO SOUTH ON ROAD 1131 ACROSS BRIDGE OVER INTERSTATE
 BK2948'HIGHWAY 10 FOR 0.1 MILE TO THE SOUTHWEST CORNER OF THE BRIDGE AND
 BK2948'THE STATION AS DESCRIBED.
 BK2948'
 BK2948'THE STATION MARKS ARE STANDARD DISKS STAMPED SINE 1974.  THE SURFACE
 BK2948'DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE
 BK2948'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48
 BK2948'INCHES BELOW THE GROUND.  THEY ARE 17.5 FEET WEST OF CENTER OF
 BK2948'ROAD 1131, 6.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BK2948'BRIDGE AND A METAL WITNESS POST AND 5.5 FEET WEST OF A GUARD RAIL.
 BK2948'
 BK2948'REFERENCE MARK 1, STAMPED SINE NO 1 1974, IS A STANDARD DISK SET IN
 BK2948'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 32.5 FEET SOUTH
 BK2948'OF THE SOUTHWEST CORNER OF THE BRIDGE AND METAL WITNESS POST, 15
 BK2948'FEET WEST OF THE CENTER OF THE ROAD AND 2.5 FEET WEST OF THE GUARD
 BK2948'RAIL.
 BK2948'
 BK2948'27A004, STAMPED 27A004, IS A U. S. COAST AND GEODETIC SURVEY
 BK2948'LOUISIANA DEPARTMENT OF HIGHWAYS SURVEY DISK CEMENTED IN A DRILL
 BK2948'HOLE IN THE EAST SIDE OF ROAD 1131.  IT IS 9 FEET EAST OF CENTER OF
 BK2948'THE ROAD, 7.5 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 BK2948'BRIDGE AND A METAL PIPE AND 3 FEET WEST OF A GUARD RAIL.
 BK2948'
 BK2948'(AZIMUTH MARK), STAMPED 27A003, IS A U. S. COAST AND GEODETIC SURVEY
 BK2948'LOUISIANA DEPARTMENT OF HIGHWAYS SURVEY DISK SET IN A ROUND CONCRETE
 BK2948'POST PROJECTING 2 INCHES.  IT IS 75 FEET WEST OF CENTER OF THE SIDE
 BK2948'ROAD, 45.5 FEET NORTH OF CENTER OF SERVICE ROAD, 3.5 FEET SOUTH OF
 BK2948'A FENCE AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 BK2948'
 BK2948'NEAREST TOWN--LACASSINE.
 BK2948'
 BK2948'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1525 ***********************************************************************
 BJ1525  DESIGNATION -  SJB 25
 BJ1525  PID         -  BJ1525
 BJ1525  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1525  USGS QUAD   -  MANCHAC (1979)
 BJ1525
 BJ1525                         *CURRENT SURVEY CONTROL
 BJ1525  ___________________________________________________________________
 BJ1525* NAD 83(1986)-  30 16 50.     (N)    090 23 58.     (W)     SCALED    
 BJ1525* NAVD 88     -         0.957  (meters)       3.14   (feet)  READJUSTED
 BJ1525  ___________________________________________________________________
 BJ1525  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ1525  DYNAMIC HT  -           0.960 (meters)       3.15  (feet)  COMP
 BJ1525  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BJ1525
 BJ1525  VERT ORDER  -  ?
 BJ1525
 BJ1525.The horizontal coordinates were scaled from a topographic map and have
 BJ1525.an estimated accuracy of +/- 6 seconds.
 BJ1525
 BJ1525.The orthometric height was determined by differential leveling
 BJ1525.and adjusted by the National Geodetic Survey in June 1991..
 BJ1525.The height was derived from older observations constrained to new
 BJ1525.heights in a crustal motion area.  The height is approximate in
 BJ1525.relation to other heights in its vicinity.
 BJ1525
 BJ1525.The geoid height was determined by GEOID03.
 BJ1525
 BJ1525.The dynamic height is computed by dividing the NAVD 88
 BJ1525.geopotential number by the normal gravity value computed on the
 BJ1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1525.degrees latitude (g = 980.6199 gals.).
 BJ1525
 BJ1525.The modeled gravity was interpolated from observed gravity values.
 BJ1525
 BJ1525;                    North         East    Units  Estimated Accuracy
 BJ1525;SPC LA S     -   197,730.    1,089,850.      MT  (+/- 180 meters Scaled)
 BJ1525
 BJ1525                          SUPERSEDED SURVEY CONTROL
 BJ1525
 BJ1525  NGVD 29 (??/??/??)    0.943  (m)            3.09   (f) ADJUSTED    1 1
 BJ1525
 BJ1525.Superseded values are not recommended for survey control.
 BJ1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1525.See file dsdata.txt to determine how the superseded data were derived.
 BJ1525
 BJ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP501527(NAD 83)
 BJ1525_MARKER: X = CHISELED CROSS
 BJ1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1525_SP_SET: CASING
 BJ1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1525
 BJ1525  HISTORY     - Date     Condition        Report By
 BJ1525  HISTORY     - 1964     MONUMENTED       USGS
 BJ1525  HISTORY     - 1969     GOOD             CGS
 BJ1525  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1525  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1525
 BJ1525                          STATION DESCRIPTION
 BJ1525
 BJ1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1525'IN MANCHAC.
 BJ1525'AT MANCHAC, ALONG OLD U. S. HIGHWAY 51, ABOUT 200 FEET WEST OF THE
 BJ1525'ILLINOIS CENTRAL RAILROAD, 163 FEET SOUTHEAST OF AND ACROSS OLD U. S.
 BJ1525'HIGHWAY 51 FROM THE EAST END OF THE SOUTH ABUTMENT OF THE PRESENT U.
 BJ1525'S. HIGHWAY 51 BRIDGE OVER PASS MANCHAC, 53 FEET EAST OF THE CENTER
 BJ1525'LINE OF OLD U. S. HIGHWAY 51, 34 FEET SOUTHEAST OF THE SOUTHWEST
 BJ1525'CORNER OF THE DUNKS BAR AND GRILL BUILDING, A 1/2 INCH CHISELED CROSS
 BJ1525'SET VERTICALLY ON THE NORTHWEST SIDE AND AT THE BOTTOM OF A T COUPLING
 BJ1525'ON TOP OF A 2 INCH CASING FOR A 458 FEET DEEP WELL OWNED BY MRS.
 BJ1525'HARVEY DE GRUYS, 1.3 FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET
 BJ1525'BELOW THE LEVEL OF THE OLD HIGHWAY.
 BJ1525
 BJ1525                          STATION RECOVERY (1986)
 BJ1525
 BJ1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1525'NOT RECOVERED, NO EVIDENCE OF A 2-INCH WELL CASING WAS FOUND.
 BJ1525
 BJ1525                          STATION RECOVERY (1992)
 BJ1525
 BJ1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1525'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1520 ***********************************************************************
 BJ1520  DESIGNATION -  SJB 64
 BJ1520  PID         -  BJ1520
 BJ1520  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1520  USGS QUAD   -  MANCHAC (1979)
 BJ1520
 BJ1520                         *CURRENT SURVEY CONTROL
 BJ1520  ___________________________________________________________________
 BJ1520* NAD 83(1986)-  30 16 43.     (N)    090 24 02.     (W)     SCALED    
 BJ1520* NAVD 88     -         0.765  (meters)       2.51   (feet)  READJUSTED
 BJ1520  ___________________________________________________________________
 BJ1520  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ1520  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 BJ1520  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 BJ1520
 BJ1520  VERT ORDER  -  ?
 BJ1520
 BJ1520.The horizontal coordinates were scaled from a topographic map and have
 BJ1520.an estimated accuracy of +/- 6 seconds.
 BJ1520
 BJ1520.The orthometric height was determined by differential leveling
 BJ1520.and adjusted by the National Geodetic Survey in June 1991..
 BJ1520.The height was derived from older observations constrained to new
 BJ1520.heights in a crustal motion area.  The height is approximate in
 BJ1520.relation to other heights in its vicinity.
 BJ1520
 BJ1520.The geoid height was determined by GEOID03.
 BJ1520
 BJ1520.The dynamic height is computed by dividing the NAVD 88
 BJ1520.geopotential number by the normal gravity value computed on the
 BJ1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1520.degrees latitude (g = 980.6199 gals.).
 BJ1520
 BJ1520.The modeled gravity was interpolated from observed gravity values.
 BJ1520
 BJ1520;                    North         East    Units  Estimated Accuracy
 BJ1520;SPC LA S     -   197,520.    1,089,740.      MT  (+/- 180 meters Scaled)
 BJ1520
 BJ1520                          SUPERSEDED SURVEY CONTROL
 BJ1520
 BJ1520  NGVD 29 (??/??/??)    0.751  (m)            2.46   (f) ADJUSTED    1 1
 BJ1520
 BJ1520.Superseded values are not recommended for survey control.
 BJ1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1520.See file dsdata.txt to determine how the superseded data were derived.
 BJ1520
 BJ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP500525(NAD 83)
 BJ1520_MARKER: X = CHISELED CROSS
 BJ1520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1520_SP_SET: WELL CASING
 BJ1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1520
 BJ1520  HISTORY     - Date     Condition        Report By
 BJ1520  HISTORY     - 1964     MONUMENTED       USGS
 BJ1520  HISTORY     - 1969     GOOD             CGS
 BJ1520  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1520  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1520
 BJ1520                          STATION DESCRIPTION
 BJ1520
 BJ1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1520'0.3 MI S FROM MANCHAC.
 BJ1520'ABOUT 0.2 MILE SOUTH ALONG U. S. HIGHWAY 51 FROM THE SOUTH END OF THE
 BJ1520'HIGHWAY BRIDGE OVER MANCHAC PASS AT MANCHAC, THENCE 0.1 MILE WEST
 BJ1520'ALONG A DIM TRACK ROAD TO SHORE OF LAKE MAUREPAS, 23 FEET EAST OF THE
 BJ1520'EAST EDGE OF THE LAKE, 12 FEET SOUTH OF THE CENTER LINE OF THE DIM
 BJ1520'ROAD, A 1/2-INCH CHISELED CROSS SET VERTICALLY 4 INCHES ABOVE THE
 BJ1520'GROUND ON THE NORTHEAST FACE AND AT THE BOTTOM OF A T COUPLING WHICH
 BJ1520'IS ON TOP OF A WELL CASING FOR WELL WHICH IS 560 FEET DEEP AND OWNED
 BJ1520'BY THE STATE OF LOUISIANA HIGHWAY DEPARTMENT.
 BJ1520
 BJ1520                          STATION RECOVERY (1986)
 BJ1520
 BJ1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1520'NOT RECOVERED, NO EVIDENCE OF A WELL CASING WAS FOUND.
 BJ1520
 BJ1520                          STATION RECOVERY (1992)
 BJ1520
 BJ1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1520'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8160 ***********************************************************************
 DF8160  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8160  DESIGNATION -  SJB GROUP COOP CORS ARP
 DF8160  CORS_ID     -  SJB1
 DF8160  PID         -  DF8160
 DF8160  STATE/COUNTY-  LA/EAST BATON ROUGE
 DF8160  USGS QUAD   -  BATON ROUGE EAST (1995)
 DF8160
 DF8160                         *CURRENT SURVEY CONTROL
 DF8160  ___________________________________________________________________
 DF8160* NAD 83(CORS)-  30 23 45.83089(N)    091 06 25.85492(W)     ADJUSTED  
 DF8160* NAVD 88     -                                                        
 DF8160  ___________________________________________________________________
 DF8160  EPOCH DATE  -        2002.00
 DF8160  X           -    -106,394.461 (meters)                     COMP
 DF8160  Y           -  -5,505,142.971 (meters)                     COMP
 DF8160  Z           -   3,208,320.444 (meters)                     COMP
 DF8160  ELLIP HEIGHT-          -1.63  (meters)          (09/??/03) GPS OBS
 DF8160  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DF8160
 DF8160  HORZ ORDER  -  SPECIAL (CORS)
 DF8160  ELLP ORDER  -  SPECIAL (CORS)
 DF8160
 DF8160.ITRF positions are available for this station.
 DF8160.The coordinates were established by GPS observations
 DF8160.and adjusted by the National Geodetic Survey in September 2003..
 DF8160.The coordinates are valid at the epoch date displayed above.
 DF8160.The epoch date for horizontal control is a decimal equivalence
 DF8160.of Year/Month/Day.
 DF8160
 DF8160
 DF8160.The PID for the CORS L1 Phase Center is DG4818.
 DF8160
 DF8160.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8160
 DF8160.The ellipsoidal height was determined by GPS observations
 DF8160.and is referenced to NAD 83.
 DF8160
 DF8160.The geoid height was determined by GEOID03.
 DF8160
 DF8160;                    North         East     Units Scale Factor Converg.
 DF8160;SPC LA S     -   210,190.946 1,021,732.227   MT  0.99994945   +0 06 47.1
 DF8160;SPC LA S     -   689,601.46  3,352,133.15   sFT  0.99994945   +0 06 47.1
 DF8160
 DF8160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8160!SPC LA S     -   1.00000026  x   0.99994945  =   0.99994971
 DF8160
 DF8160                          SUPERSEDED SURVEY CONTROL
 DF8160
 DF8160.No superseded survey control is available for this station.
 DF8160
 DF8160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8184564194(NAD 83)
 DF8160_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8160
 DF8160                          STATION DESCRIPTION
 DF8160
 DF8160'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8160'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF8160'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF8160'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF8160'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF8160'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4818 ***********************************************************************
 DG4818  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4818  DESIGNATION -  SJB GROUP COOP CORS L1 PHASE CENTER
 DG4818  CORS_ID     -  SJB1
 DG4818  PID         -  DG4818
 DG4818  STATE/COUNTY-  LA/EAST BATON ROUGE
 DG4818  USGS QUAD   -  BATON ROUGE EAST (1995)
 DG4818
 DG4818                         *CURRENT SURVEY CONTROL
 DG4818  ___________________________________________________________________
 DG4818* NAD 83(CORS)-  30 23 45.83097(N)    091 06 25.85487(W)     ADJUSTED  
 DG4818* NAVD 88     -                                                        
 DG4818  ___________________________________________________________________
 DG4818  EPOCH DATE  -        2002.00
 DG4818  X           -    -106,394.461 (meters)                     COMP
 DG4818  Y           -  -5,505,143.064 (meters)                     COMP
 DG4818  Z           -   3,208,320.502 (meters)                     COMP
 DG4818  ELLIP HEIGHT-          -1.52  (meters)          (09/??/03) GPS OBS
 DG4818  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DG4818
 DG4818  HORZ ORDER  -  SPECIAL (CORS)
 DG4818  ELLP ORDER  -  SPECIAL (CORS)
 DG4818
 DG4818.ITRF positions are available for this station.
 DG4818.The coordinates were established by GPS observations
 DG4818.and adjusted by the National Geodetic Survey in September 2003..
 DG4818.The coordinates are valid at the epoch date displayed above.
 DG4818.The epoch date for horizontal control is a decimal equivalence
 DG4818.of Year/Month/Day.
 DG4818
 DG4818
 DG4818.The PID for the CORS ARP is DF8160.
 DG4818
 DG4818.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4818
 DG4818.The ellipsoidal height was determined by GPS observations
 DG4818.and is referenced to NAD 83.
 DG4818
 DG4818.The geoid height was determined by GEOID03.
 DG4818
 DG4818;                    North         East     Units Scale Factor Converg.
 DG4818;SPC LA S     -   210,190.948 1,021,732.229   MT  0.99994945   +0 06 47.1
 DG4818;SPC LA S     -   689,601.47  3,352,133.15   sFT  0.99994945   +0 06 47.1
 DG4818
 DG4818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4818!SPC LA S     -   1.00000024  x   0.99994945  =   0.99994969
 DG4818
 DG4818                          SUPERSEDED SURVEY CONTROL
 DG4818
 DG4818.No superseded survey control is available for this station.
 DG4818
 DG4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8184564194(NAD 83)
 DG4818_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4818
 DG4818                          STATION DESCRIPTION
 DG4818
 DG4818'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4818'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4818'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4818'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4818'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4818'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0983 ***********************************************************************
 AT0983  DESIGNATION -  SKIF 1934
 AT0983  PID         -  AT0983
 AT0983  STATE/COUNTY-  LA/ST BERNARD
 AT0983  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0983
 AT0983                         *CURRENT SURVEY CONTROL
 AT0983  ___________________________________________________________________
 AT0983* NAD 83(1992)-  29 50 47.74613(N)    089 18 30.23018(W)     ADJUSTED  
 AT0983* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0983  ___________________________________________________________________
 AT0983  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AT0983  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AT0983
 AT0983  HORZ ORDER  -  THIRD
 AT0983
 AT0983.The horizontal coordinates were established by classical geodetic methods
 AT0983.and adjusted by the National Geodetic Survey in May 1994..
 AT0983
 AT0983.The orthometric height was scaled from a topographic map.
 AT0983
 AT0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0983
 AT0983.The geoid height was determined by GEOID03.
 AT0983
 AT0983;                    North         East     Units Scale Factor Converg.
 AT0983;SPC LA S     -   150,991.444 1,195,654.336   MT  0.99992935   +1 00 45.0
 AT0983;SPC LA S     -   495,377.76  3,922,742.60   sFT  0.99992935   +1 00 45.0
 AT0983;UTM  16      - 3,304,023.741   276,988.129   MT  1.00021366   -1 08 57.5
 AT0983
 AT0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0983!SPC LA S     -   1.00000406  x   0.99992935  =   0.99993341
 AT0983!UTM  16      -   1.00000406  x   1.00021366  =   1.00021772
 AT0983
 AT0983                          SUPERSEDED SURVEY CONTROL
 AT0983
 AT0983  NAD 83(1992)-  29 50 47.75043(N)    089 18 30.22680(W) AD(       ) 3
 AT0983  NAD 83(1986)-  29 50 47.75395(N)    089 18 30.22795(W) AD(       ) 3
 AT0983  NAD 27      -  29 50 47.02300(N)    089 18 30.06200(W) AD(       ) 3
 AT0983
 AT0983.Superseded values are not recommended for survey control.
 AT0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0983.See file dsdata.txt to determine how the superseded data were derived.
 AT0983
 AT0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7698804024(NAD 83)
 AT0983_MARKER: DS = TRIANGULATION STATION DISK
 AT0983_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0983_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0983
 AT0983  HISTORY     - Date     Condition        Report By
 AT0983  HISTORY     - 1934     MONUMENTED       CGS
 AT0983  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT0983
 AT0983                          STATION DESCRIPTION
 AT0983
 AT0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0983'STATION IS LOCATED ON THE LARGE ISLAND WHICH FORM THE N AND E SHORE
 AT0983'OF WHITELOG LAKE. LOCATED ON THE NW POINT OF THE ISLAND, 14 METERS
 AT0983'FROM SHORE IN HARD MARSH.
 AT0983'
 AT0983'STATION MARK IS A STANDARD BRONZE DISK SET AT THE CENTER OF
 AT0983'THE TOP OF A TILE, FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF
 AT0983'A LONG WOODEN PILE
 AT0983'DRIVEN INTO THE MARSH.
 AT0983'
 AT0983'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 AT0983'OF CONCRETE, 19
 AT0983'METERS FROM THE LAKE, SW OF STATION.
 AT0983'
 AT0983'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 AT0983'OF CONCRETE, SE OF
 AT0983'THE STATION.
 AT0983'
 AT0983'BOTH REFERENCE MARKS ARE IN HARD MARSH AND CAST AROUND CYPRESS
 AT0983'PILINGS.
 AT0983'
 AT0983'REFERENCE MARK NO. 1 IS 20.58 METERS DISTANT FROM STATION
 AT0983'S 38 DEG W MAGNETIC.
 AT0983'
 AT0983'REFERENCE MARK NO. 2 IS 17.41 METERS DISTANCE FROM STATION
 AT0983'S 19 DEG E MAGNETIC.
 AT0983'
 AT0983'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 18.55
 AT0983'METERS.
 AT0983'
 AT0983'REACHED VIA CHANDELEUR SOUND TO SKIFF LAKE AND STATION.  A DRAFT OF 3
 AT0983'FEET CAN BE
 AT0983'CARRIED DIRECT TO STATION.
 AT0983
 AT0983                          STATION RECOVERY (1952)
 AT0983
 AT0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0983'R.M. 2 RECOVERED IN GOOD CONDITION.  POSITIONS OF STATION AND R.M.
 AT0983'1 FALL WELL
 AT0983'OFFSHORE IN ABOUT 4 FT. OF WATER. STATION IS LOST. A COMPLETE NEW
 AT0983'DESCRIPTION OF R.M. 2 FOLLOWS-
 AT0983'
 AT0983'R.M. 2 IS LOCATED ON THE LARGE ISLAND WHICH FORMS THE NE SHORE OF
 AT0983'WHITELOG LAKE, IT IS ON THE NW POINT OF THE ISLAND, 35 SHORE IN
 AT0983'MANGROVE. IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 AT0983'SKIF NO 2 1934, SET IN THE TOP OF
 AT0983'AN 8- BY 8-INCH CONCRETE POST
 AT0983'PROJECTING 4 INCHES.  APPARENT SHORELINE IS 35 FEET
 AT0983'N 13 DEG W.
 AT0983'
 AT0983'SINCE ONLY A MAGNETIC AZIMUTH WAS OBSERVED TO REFERENCE MARK DURING
 AT0983'ORIGINAL
 AT0983'OBSERVATIONS POSITION OF REFERENCE MARK SHOULD BE CONSIDERED
 AT0983'AS FOURTH-ORDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2904 ***********************************************************************
 BX2904  DESIGNATION -  SLAGLE
 BX2904  PID         -  BX2904
 BX2904  STATE/COUNTY-  LA/VERNON
 BX2904  USGS QUAD   -  SLAGLE (1974)
 BX2904
 BX2904                         *CURRENT SURVEY CONTROL
 BX2904  ___________________________________________________________________
 BX2904* NAD 83(1992)-  31 10 23.10320(N)    093 09 38.70063(W)     ADJUSTED  
 BX2904* NAVD 88     -       113.95   (+/-2cm)     373.9    (feet)  VERTCON   
 BX2904  ___________________________________________________________________
 BX2904  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 BX2904  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX2904
 BX2904  HORZ ORDER  -  FIRST
 BX2904  VERT ORDER  -  THIRD ? (See Below)
 BX2904
 BX2904.The horizontal coordinates were established by classical geodetic methods
 BX2904.and adjusted by the National Geodetic Survey in January 1993..
 BX2904
 BX2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2904.The vertical order pertains to the NGVD 29 superseded value.
 BX2904
 BX2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2904
 BX2904.The geoid height was determined by GEOID03.
 BX2904
 BX2904;                    North         East     Units Scale Factor Converg.
 BX2904;SPC LA N     -    74,821.861   937,010.290   MT  0.99999855   -0 20 57.6
 BX2904;SPC LA N     -   245,478.06  3,074,174.59   sFT  0.99999855   -0 20 57.6
 BX2904;UTM  15      - 3,448,795.394   484,681.593   MT  0.99960289   -0 04 59.6
 BX2904
 BX2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2904!SPC LA N     -   0.99998625  x   0.99999855  =   0.99998480
 BX2904!UTM  15      -   0.99998625  x   0.99960289  =   0.99958915
 BX2904
 BX2904:                Primary Azimuth Mark                     Grid Az
 BX2904:SPC LA N     -  SLAGLE AZ MK                             059 54 37.5
 BX2904:UTM  15      -  SLAGLE AZ MK                             059 38 39.5
 BX2904
 BX2904|---------------------------------------------------------------------|
 BX2904| PID    Reference Object                     Distance      Geod. Az  |
 BX2904|                                                           dddmmss.s |
 BX2904| CV9227 SLAGLE AZ MK                                       0593339.9 |
 BX2904| CV9228 SLAGLE RM 1                          23.885 METERS 07710     |
 BX2904| CV9229 SLAGLE RM 2                          22.700 METERS 34402     |
 BX2904|---------------------------------------------------------------------|
 BX2904
 BX2904                          SUPERSEDED SURVEY CONTROL
 BX2904
 BX2904  NAD 83(1986)-  31 10 23.11812(N)    093 09 38.69496(W) AD(       ) 1
 BX2904  NAD 27      -  31 10 22.45200(N)    093 09 38.11400(W) AD(       ) 1
 BX2904  NGVD 29 (07/19/86)  114.03   (m)          374.1    (f) LEVELING    3  
 BX2904
 BX2904.Superseded values are not recommended for survey control.
 BX2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2904.See file dsdata.txt to determine how the superseded data were derived.
 BX2904
 BX2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8468248795(NAD 83)
 BX2904_MARKER: DS = TRIANGULATION STATION DISK
 BX2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2904
 BX2904  HISTORY     - Date     Condition        Report By
 BX2904  HISTORY     - 1941     MONUMENTED       CGS
 BX2904  HISTORY     - 1943     GOOD             USE
 BX2904  HISTORY     - 1952     GOOD             CGS
 BX2904  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BX2904  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2904  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2904
 BX2904                          STATION DESCRIPTION
 BX2904
 BX2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2904'STATION IS ABOUT 2.9 MILES SW OF THE SLAGLE POST OFFICE ON
 BX2904'THE N SIDE AND ADJACENT TO STATE HIGHWAY 107 AND 21, 135 FEET
 BX2904'N OF THE CENTER LINE OF STATE HIGHWAY 107 AND 21, 50 FEET
 BX2904'E OF THE CENTER OF A DIRT ROAD, AND 6 FEET SE OF A WHITE
 BX2904'REFERENCE POST.  IT IS STAMPED SLAGLE 1941 AND PROJECTS
 BX2904'ABOUT 6 INCHES.
 BX2904'
 BX2904'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BX2904'BRONZE DISKS SET IN CONCRETE.
 BX2904'
 BX2904'REFERENCE MARK NO. 1 IS 108 FEET N OF THE CENTER OF THE
 BX2904'HIGHWAY, IS STAMPED SLAGLE NO. 1 1941 AND PROJECTS ABOUT
 BX2904'8 INCHES.
 BX2904'
 BX2904'REFERENCE MARK NO. 2 IS 60 FEET E OF THE CENTER OF A DIRT
 BX2904'ROAD, IS STAMPED SLAGLE NO. 2 1941 AND PROJECTS ABOUT 8
 BX2904'INCHES.
 BX2904'
 BX2904'THE AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION, ON
 BX2904'THE N SIDE AND ADJACENT TO STATE HIGHWAY 107 AND 21, 38 FEET
 BX2904'N OF THE CENTER OF THE HIGHWAY, 28 FEET W OF A SIGN SLAGLE
 BX2904'SLAGLE 1941 AND PROJECTS ABOUT 8 INCHES.
 BX2904'
 BX2904'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BX2904
 BX2904                          STATION RECOVERY (1943)
 BX2904
 BX2904'RECOVERY NOTE BY US ENGINEERS 1943
 BX2904'RECOVERED BY 667TH ENGINEERS U.S. ARMY
 BX2904'
 BX2904'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2904'REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK WERE ALSO RECOVERED
 BX2904'IN GOOD CONDITION AS DESCRIBED.
 BX2904
 BX2904                          STATION RECOVERY (1952)
 BX2904
 BX2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (MOL)
 BX2904'STATION RECOVERED IN GOOD CONDITION.  IT IS CENTERLINE OF
 BX2904'INTERSECTION OF HIGHWAY 21 AND DIRT ROAD LEADING SE 258.6 FEET
 BX2904'S.  8-INCH PINE TREE 210.8 FEET NW OF STATION.
 BX2904'
 BX2904'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  TOP
 BX2904'OF TABLET IS 2 INCHES ABOVE GROUND AND IS 10.5 FEET HIGHER
 BX2904'THAN CENTERLINE OF HIGHWAY 21 S OF STATION.
 BX2904'
 BX2904'AZIMUTH MARK FOUND IN GOOD CONDITION EXCEPT SLAGLE SIGN HAS
 BX2904'BEEN REMOVED.  TOP OF TABLET IS 5 INCHES ABOVE GROUND AND IS
 BX2904'0.10 FEET LOWER THAN CENTERLINE OF HIGHWAY 21 SE OF STATION.
 BX2904'IT IS 42 FEET NE OF PRIVATE DRIVE TO J.B. JINKS HOME.  CENTERLINE
 BX2904'OF INTERSECTION OF HIGHWAY 21 AND DIRT ROAD 96.5 FEET SE.
 BX2904'CENTERLINE OF INTERSECTION OF HIGHWAY 21 AND PRIVATE DRIVE
 BX2904'57.7 SW.
 BX2904
 BX2904                          STATION RECOVERY (1965)
 BX2904
 BX2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2904'STATION SURFACE MARK WAS FOUND DESTROYED.  REFERENCE MARK
 BX2904'NO. 1 WAS FOUND BROKEN, BUT THE DISK WAS STILL INTACT AND
 BX2904'THE MONUMENT WAS SOLID IN THE GROUND.  REFERENCE MARK NO. 2
 BX2904'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A
 BX2904'NEW SURFACE STATION MARK WAS ESTABLISHED AND REFERENCE MARK
 BX2904'NO. 1 WAS REPAIRED.  A CHECK WAS MADE OF THE DISTANCE AND
 BX2904'DIRECTION TO THE MARKS AND A DIFFERENCE WAS FOUND IN THE
 BX2904'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1.  A COMPLETE
 BX2904'NEW DESCRIPTION FOLLOWS--
 BX2904'
 BX2904'STATION IS LOCATED IN A SMALL PASTURE ABOUT 6 MILES NORTHEAST
 BX2904'OF LEESVILLE AND ABOUT 3 MILES SOUTHWEST OF SLAGLE.  IT IS
 BX2904'IN THE NE 1/4 OF THE NW 1/4 OF SEC. 11, T. 2 N., R. 8 W.
 BX2904'AND ON LAND OWNED BY MR. ELI DUBOIS.
 BX2904'
 BX2904'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX2904'HIGHWAY 8 IN LEESVILLE, GO NORTH ON HIGHWAY 171 FOR 0.8 MILE
 BX2904'TO THE JUNCTION OF ROUTE 1213.  KEEP RIGHT ON ROUTE 1213 AND
 BX2904'GO 0.4 MILE TO THE INTERSECTION OF STATE HIGHWAY 8.  TURN
 BX2904'RIGHT AND GO EASTERLY ON STATE HIGHWAY 8 FOR 5.0 MILES TO A
 BX2904'TRAFFIC LIGHT AT THE JUNCTION OF STATE HIGHWAY 28.  TURN
 BX2904'LEFT AND GO NORTHEASTERLY ON STATE HIGHWAY 8 FOR 1.15 MILES
 BX2904'TO THE JUNCTION OF STATE HIGHWAY 469.  CONTINUE NORTHEASTERLY
 BX2904'FOR 0.1 MILE TO A GATE ON THE LEFT (NORTHWEST) SIDE OF
 BX2904'HIGHWAY AND STATION AS DESCRIBED.  CONTINUE NORTHEASTERLY ON
 BX2904'STATE HIGHWAY 8 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 BX2904'LEFT (NORTHWEST) SIDE OF HIGHWAY AS DESCRIBED.
 BX2904'
 BX2904'STATION, IS A STANDARD STATION DISK, SET IN THE TOP OF A ROUND
 BX2904'CONCRETE MONUMENT AND STAMPED SLAGLE 1941 1965.  MARK IS
 BX2904'165 FEET WEST OF A WELL AND 113 FEET WEST OF A POWERLINE
 BX2904'POLE WITH TRANSFORMER.  THE MARK IS FLUSH WITH THE GROUND.
 BX2904'
 BX2904'AZIMUTH MARK, IS A STANDARD AZIMUTH MARK DISK, SET IN THE
 BX2904'TOP OF A 12X12 INCH CONCRETE MONUMENT AND STAMPED SLAGLE
 BX2904'1941.  MARK IS 36-1/2 FEET NORTHWEST OF THE APPROXIMATE
 BX2904'CENTER OF HIGHWAY 8 AND 1.95 FEET SOUTH OF A STEEL WITNESS
 BX2904'POST WITH A METAL SIGN.  THE MARK PROJECTS 8 INCHES.
 BX2904'
 BX2904'REFERENCE MARK NO. 1, IS A STANDARD DISK, SET IN THE TOP OF A
 BX2904'12X12 INCH CONCRETE MONUMENT AND STAMPED SLAGLE NO 1 1941.
 BX2904'MARK IS 31 FEET SOUTHEAST OF A 14 INCH OAK TREE.  THE MARK
 BX2904'PROJECTS 4 INCHES.
 BX2904'
 BX2904'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN THE TOP
 BX2904'OF A 12X12 INCH CONCRETE MONUMENT AND STAMPED SLAGLE NO
 BX2904'2 1941.  MARK IS 192 FEET NORTH OF THE POWERLINE POLE WITH
 BX2904'TRANSFORMER.  THE MARK PROJECTS 4 INCHES.
 BX2904'
 BX2904'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.
 BX2904'
 BX2904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BX2904'SOUTHWEST OF SLAGLE
 BX2904'
 BX2904'HEIGHT OF LIGHT ABOVE STATION MARK 87.60 FEET.
 BX2904
 BX2904                          STATION RECOVERY (1994)
 BX2904
 BX2904'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2904'MARK NOT FOUND.
 BX2904
 BX2904                          STATION RECOVERY (2001)
 BX2904
 BX2904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6475 ***********************************************************************
 AH6475  DESIGNATION -  SLCB 01
 AH6475  PID         -  AH6475
 AH6475  STATE/COUNTY-  LA/TERREBONNE
 AH6475  USGS QUAD   -  SAVOIE (1980)
 AH6475
 AH6475                         *CURRENT SURVEY CONTROL
 AH6475  ___________________________________________________________________
 AH6475* NAD 83(1992)-  29 38 24.29264(N)    090 44 25.04059(W)     ADJUSTED  
 AH6475* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6475  **This station is located in a subsidence area (see below).
 AH6475  ___________________________________________________________________
 AH6475  X           -     -71,681.818 (meters)                     COMP
 AH6475  Y           -  -5,547,612.889 (meters)                     COMP
 AH6475  Z           -   3,135,748.076 (meters)                     COMP
 AH6475  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6475  ELLIP HEIGHT-         -23.47  (meters)          (02/21/02) GPS OBS
 AH6475  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6475
 AH6475  HORZ ORDER  -  FIRST
 AH6475  ELLP ORDER  -  FIFTH     CLASS I
 AH6475
 AH6475.The horizontal coordinates were established by GPS observations
 AH6475.and adjusted by the National Geodetic Survey in December 1998..
 AH6475
 AH6475 ** The orthometric height has not been validated since last determined
 AH6475 ** by differential leveling and should not be used for control purposes.
 AH6475 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6475 ** area with valid NAVD 88 orthometric heights.
 AH6475 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6475 ** epoch indicated which incorporates improved geoid heights for the
 AH6475 ** Southern Louisiana Subsidence area.
 AH6475 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6475.The orthometric height was determined by GPS observations and a
 AH6475.high-resolution geoid model.
 AH6475
 AH6475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6475
 AH6475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6475
 AH6475.The ellipsoidal height was determined by GPS observations
 AH6475.and is referenced to NAD 83.
 AH6475
 AH6475.The geoid height was determined by GEOID03.
 AH6475
 AH6475;                    North         East     Units Scale Factor Converg.
 AH6475;SPC LA S     -   126,520.927 1,057,422.600   MT  0.99994544   +0 17 47.5
 AH6475;SPC LA S     -   415,094.07  3,469,227.31   sFT  0.99994544   +0 17 47.5
 AH6475;UTM  15      - 3,281,038.617   718,755.228   MT  1.00019048   +1 07 04.7
 AH6475
 AH6475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6475!SPC LA S     -   1.00000369  x   0.99994544  =   0.99994913
 AH6475!UTM  15      -   1.00000369  x   1.00019048  =   1.00019417
 AH6475
 AH6475:                Primary Azimuth Mark                     Grid Az
 AH6475:SPC LA S     -  SLCB 02                                  151 53 09.0
 AH6475:UTM  15      -  SLCB 02                                  151 03 51.8
 AH6475
 AH6475|---------------------------------------------------------------------|
 AH6475| PID    Reference Object                     Distance      Geod. Az  |
 AH6475|                                                           dddmmss.s |
 AH6475| AH6446 SLCB 02                             APPROX. 1.1 KM 1521056.5 |
 AH6475|---------------------------------------------------------------------|
 AH6475
 AH6475                          SUPERSEDED SURVEY CONTROL
 AH6475
 AH6475  ELLIP H (12/17/98)  -23.42   (m)                       GP(       ) 4 2
 AH6475
 AH6475.Superseded values are not recommended for survey control.
 AH6475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6475.See file dsdata.txt to determine how the superseded data were derived.
 AH6475
 AH6475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1875581039(NAD 83)
 AH6475_MARKER: DD = SURVEY DISK
 AH6475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6475_STAMPING: SLCB 01
 AH6475_MARK LOGO: LA-109
 AH6475_PROJECTION: FLUSH
 AH6475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6475+STABILITY: SURFACE MOTION
 AH6475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6475+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH6475
 AH6475  HISTORY     - Date     Condition        Report By
 AH6475  HISTORY     - 1996     MONUMENTED       MPHI
 AH6475
 AH6475                          STATION DESCRIPTION
 AH6475
 AH6475'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1996 (CSD)
 AH6475'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6475'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6475'1.5 MI (2.4 KM) TO INTERSECTION WITH HOLLYWOOD ROAD.  TURN RIGHT ON
 AH6475'HOLLYWOOD ROAD AND TRAVEL NORTH FOR 1.1 MI (1.8 KM) TO INTERSECTION
 AH6475'WITH ST. LOUIS CANAL ROAD.  TURN LEFT ON ST. LOUIS CANAL ROAD AND
 AH6475'TRAVEL 2.4 MI (3.9 KM) TO A BRIDGE AND THE STATION IS ON THE LEFT. THE
 AH6475'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 15.00 FT (4.57 M)
 AH6475'SOUTHWEST FROM THE CENTERLINE OF ST. LOUIS CANAL ROAD ON THE NORTWEST
 AH6475'CORNER OF THE BRIDGE CURBING 1 FT ABOVE THE LEVEL OF THE BRIDGE, 89.4
 AH6475'FT (27.2 M) SOUTHEAST FROM THE STEEL POWER POLE WITH TRANSFORMER, 80.2
 AH6475'FT (24.4 M) SOUTHEAST FROM THE END OF THE GUARD RAIL, AND 40.6FT
 AH6475'SOUTHWEST FROM THE 45 DEGREE BEND IN THE 16 INCH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6446 ***********************************************************************
 AH6446  DESIGNATION -  SLCB 02
 AH6446  PID         -  AH6446
 AH6446  STATE/COUNTY-  LA/TERREBONNE
 AH6446  USGS QUAD   -  SAVOIE (1980)
 AH6446
 AH6446                         *CURRENT SURVEY CONTROL
 AH6446  ___________________________________________________________________
 AH6446* NAD 83(1992)-  29 37 52.47611(N)    090 44 05.82552(W)     ADJUSTED  
 AH6446* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6446  **This station is located in a subsidence area (see below).
 AH6446  ___________________________________________________________________
 AH6446  X           -     -71,171.231 (meters)                     COMP
 AH6446  Y           -  -5,548,103.966 (meters)                     COMP
 AH6446  Z           -   3,134,896.603 (meters)                     COMP
 AH6446  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6446  ELLIP HEIGHT-         -23.42  (meters)          (02/21/02) GPS OBS
 AH6446  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AH6446
 AH6446  HORZ ORDER  -  FIRST
 AH6446  ELLP ORDER  -  FIFTH     CLASS I
 AH6446
 AH6446.The horizontal coordinates were established by GPS observations
 AH6446.and adjusted by the National Geodetic Survey in December 1998..
 AH6446
 AH6446 ** The orthometric height has not been validated since last determined
 AH6446 ** by differential leveling and should not be used for control purposes.
 AH6446 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6446 ** area with valid NAVD 88 orthometric heights.
 AH6446 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6446 ** epoch indicated which incorporates improved geoid heights for the
 AH6446 ** Southern Louisiana Subsidence area.
 AH6446 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6446.The orthometric height was determined by GPS observations and a
 AH6446.high-resolution geoid model.
 AH6446
 AH6446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6446
 AH6446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6446
 AH6446.The ellipsoidal height was determined by GPS observations
 AH6446.and is referenced to NAD 83.
 AH6446
 AH6446.The geoid height was determined by GEOID03.
 AH6446
 AH6446;                    North         East     Units Scale Factor Converg.
 AH6446;SPC LA S     -   125,544.028 1,057,944.526   MT  0.99994642   +0 17 57.1
 AH6446;SPC LA S     -   411,889.03  3,470,939.67   sFT  0.99994642   +0 17 57.1
 AH6446;UTM  15      - 3,280,069.062   719,291.235   MT  1.00019338   +1 07 13.2
 AH6446
 AH6446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6446!SPC LA S     -   1.00000368  x   0.99994642  =   0.99995010
 AH6446!UTM  15      -   1.00000368  x   1.00019338  =   1.00019706
 AH6446
 AH6446:                Primary Azimuth Mark                     Grid Az
 AH6446:SPC LA S     -  SLCB 01                                  331 53 08.9
 AH6446:UTM  15      -  SLCB 01                                  331 03 52.8
 AH6446
 AH6446|---------------------------------------------------------------------|
 AH6446| PID    Reference Object                     Distance      Geod. Az  |
 AH6446|                                                           dddmmss.s |
 AH6446| AH6475 SLCB 01                             APPROX. 1.1 KM 3321106.0 |
 AH6446|---------------------------------------------------------------------|
 AH6446
 AH6446                          SUPERSEDED SURVEY CONTROL
 AH6446
 AH6446  ELLIP H (12/17/98)  -23.38   (m)                       GP(       ) 4 2
 AH6446
 AH6446.Superseded values are not recommended for survey control.
 AH6446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6446.See file dsdata.txt to determine how the superseded data were derived.
 AH6446
 AH6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1929180069(NAD 83)
 AH6446_MARKER: DD = SURVEY DISK
 AH6446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6446_STAMPING: SLCB 02
 AH6446_MARK LOGO: LA-109
 AH6446_PROJECTION: FLUSH
 AH6446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6446+STABILITY: SURFACE MOTION
 AH6446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6446+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH6446
 AH6446  HISTORY     - Date     Condition        Report By
 AH6446  HISTORY     - 1996     MONUMENTED       MPHI
 AH6446
 AH6446                          STATION DESCRIPTION
 AH6446
 AH6446'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1996 (CSD)
 AH6446'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6446'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6446'1.5 MI (2.4 KM) TO INTERSECTION WITH HOLLYWOOD ROAD.  TURN RIGHT ON
 AH6446'HOLLYWOOD ROAD AND TRAVEL NORTH FOR 1.1 MI (1.8 KM) TO INTERSECTION
 AH6446'WITH ST. LOUIS CANAL ROAD.  TURN LEFT ON ST. LOUIS CANAL ROAD AND
 AH6446'TRAVEL 1.7 MI (2.7 KM) TO A BRIDGE AND THE STATION IS ON THE LEFT. THE
 AH6446'STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 15.50 FT (4.72 M)
 AH6446'WEST FROM THE CENTERLINE OF ST. LOUIS CANAL RAOD ON THE NORTHWEST
 AH6446'CORNER OF THE BRIDGE CURBING 1 FT ABOVE THE LEVEL OF THE BRIDGE, 90.3
 AH6446'FT (27.5 M) NORTHEAST FROM THE STEELR POWER POLE, 97.2 FT (29.6 M)
 AH6446'NORTHWEST FROM THE CORN SIGN BASE, AND 33.6 FT (10.2 M) WEST FROM THE
 AH6446'END OF THE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6445 ***********************************************************************
 AH6445  DESIGNATION -  SLCB 03
 AH6445  PID         -  AH6445
 AH6445  STATE/COUNTY-  LA/TERREBONNE
 AH6445  USGS QUAD   -  HOUMA (1980)
 AH6445
 AH6445                         *CURRENT SURVEY CONTROL
 AH6445  ___________________________________________________________________
 AH6445* NAD 83(1992)-  29 37 05.55439(N)    090 44 01.96806(W)     ADJUSTED  
 AH6445* NAVD 88     -         3.1  **(meters)      10.   **(feet)  GPS OBS   
 AH6445  **This station is located in a subsidence area (see below).
 AH6445  ___________________________________________________________________
 AH6445  X           -     -71,076.632 (meters)                     COMP
 AH6445  Y           -  -5,548,820.276 (meters)                     COMP
 AH6445  Z           -   3,133,641.215 (meters)                     COMP
 AH6445  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6445  ELLIP HEIGHT-         -22.41  (meters)          (02/21/02) GPS OBS
 AH6445  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6445
 AH6445  HORZ ORDER  -  FIRST
 AH6445  ELLP ORDER  -  FIFTH     CLASS I
 AH6445
 AH6445.The horizontal coordinates were established by GPS observations
 AH6445.and adjusted by the National Geodetic Survey in December 1998..
 AH6445
 AH6445 ** The orthometric height has not been validated since last determined
 AH6445 ** by differential leveling and should not be used for control purposes.
 AH6445 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6445 ** area with valid NAVD 88 orthometric heights.
 AH6445 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6445 ** epoch indicated which incorporates improved geoid heights for the
 AH6445 ** Southern Louisiana Subsidence area.
 AH6445 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6445.The orthometric height was determined by GPS observations and a
 AH6445.high-resolution geoid model.
 AH6445
 AH6445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6445
 AH6445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6445
 AH6445.The ellipsoidal height was determined by GPS observations
 AH6445.and is referenced to NAD 83.
 AH6445
 AH6445.The geoid height was determined by GEOID03.
 AH6445
 AH6445;                    North         East     Units Scale Factor Converg.
 AH6445;SPC LA S     -   124,099.919 1,058,055.843   MT  0.99994790   +0 17 59.0
 AH6445;SPC LA S     -   407,151.15  3,471,304.88   sFT  0.99994790   +0 17 59.0
 AH6445;UTM  15      - 3,278,626.340   719,423.263   MT  1.00019410   +1 07 13.5
 AH6445
 AH6445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6445!SPC LA S     -   1.00000352  x   0.99994790  =   0.99995142
 AH6445!UTM  15      -   1.00000352  x   1.00019410  =   1.00019762
 AH6445
 AH6445:                Primary Azimuth Mark                     Grid Az
 AH6445:SPC LA S     -  SLCB 02                                  355 35 31.8
 AH6445:UTM  15      -  SLCB 02                                  354 46 17.3
 AH6445
 AH6445|---------------------------------------------------------------------|
 AH6445| PID    Reference Object                     Distance      Geod. Az  |
 AH6445|                                                           dddmmss.s |
 AH6445| AH6446 SLCB 02                             APPROX. 1.4 KM 3555330.8 |
 AH6445|---------------------------------------------------------------------|
 AH6445
 AH6445                          SUPERSEDED SURVEY CONTROL
 AH6445
 AH6445  ELLIP H (12/17/98)  -22.37   (m)                       GP(       ) 4 2
 AH6445
 AH6445.Superseded values are not recommended for survey control.
 AH6445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6445.See file dsdata.txt to determine how the superseded data were derived.
 AH6445
 AH6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1942378626(NAD 83)
 AH6445_MARKER: DD = SURVEY DISK
 AH6445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6445_STAMPING: SLCB 03
 AH6445_MARK LOGO: LA-109
 AH6445_PROJECTION: FLUSH
 AH6445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6445+STABILITY: SURFACE MOTION
 AH6445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6445+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH6445
 AH6445  HISTORY     - Date     Condition        Report By
 AH6445  HISTORY     - 1996     MONUMENTED       MPHI
 AH6445
 AH6445                          STATION DESCRIPTION
 AH6445
 AH6445'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1996 (CSD)
 AH6445'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6445'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6445'1.5 MI (2.4 KM) TO INTERSECTION WITH HOLLYWOOD ROAD.  TURN RIGHT ON
 AH6445'HOLLYWOOD ROAD AND TRAVEL NORTH FOR 1.1 MI (1.8 KM) TO INTERSECTION
 AH6445'WITH ST. LOUIS CANAL ROAD.  TURN LEFT ON ST. LOUIS CANAL ROAD AND
 AH6445'TRAVEL 0.75 MI (1.21 KM) TO A BRIDGE AND THE STATION IS ON THE LEFT.
 AH6445'THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 15.30 FT
 AH6445'(4.66 M) SOUTHWEST FROM THE CENTERLINE OF ST. LOUIS CANAL ROAD ON THE
 AH6445'NORTHWEST CORNER OF THE BRIDGE CURBING 1 FT ABOVE THE LEVEL OF THE
 AH6445'ROADWAY, 110.8 FT (33.8 M) SOUTHEAST FROM THE CENTERLINE OF THE SHELL
 AH6445'ROAD, 38.9 FT (11.9 M) SOUTHWEST FROM THE 45 DEGREE BEND OF THE 24
 AH6445'INCH WATER LINE, AND 14.5 FT (4.4 M) NORTHWEST FROM THE EDGE OF ST.
 AH6445'LOUIS CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2663 ***********************************************************************
 BJ2663  DESIGNATION -  SLEW USE
 BJ2663  PID         -  BJ2663
 BJ2663  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2663  USGS QUAD   -  MELVILLE (1994)
 BJ2663
 BJ2663                         *CURRENT SURVEY CONTROL
 BJ2663  ___________________________________________________________________
 BJ2663* NAD 83(1986)-  30 39 42.     (N)    091 44 02.     (W)     SCALED    
 BJ2663* NAVD 88     -         9.28   (+/-2cm)      30.4    (feet)  VERTCON   
 BJ2663  ___________________________________________________________________
 BJ2663  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ2663
 BJ2663  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2663
 BJ2663.The horizontal coordinates were scaled from a topographic map and have
 BJ2663.an estimated accuracy of +/- 6 seconds.
 BJ2663
 BJ2663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2663.The vertical order pertains to the NGVD 29 superseded value.
 BJ2663
 BJ2663.The geoid height was determined by GEOID03.
 BJ2663
 BJ2663;                    North         East    Units  Estimated Accuracy
 BJ2663;SPC LA S     -   239,680.      961,610.      MT  (+/- 180 meters Scaled)
 BJ2663
 BJ2663                          SUPERSEDED SURVEY CONTROL
 BJ2663
 BJ2663  NGVD 29 (??/??/??)    9.288  (m)           30.47   (f) ADJUSTED    1 2
 BJ2663
 BJ2663.Superseded values are not recommended for survey control.
 BJ2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2663.See file dsdata.txt to determine how the superseded data were derived.
 BJ2663
 BJ2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP213927(NAD 83)
 BJ2663_MARKER: DD = SURVEY DISK
 BJ2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2663_STAMPING: SLEW 1946
 BJ2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2663+STABILITY: SURFACE MOTION
 BJ2663
 BJ2663  HISTORY     - Date     Condition        Report By
 BJ2663  HISTORY     - 1946     MONUMENTED       DOD
 BJ2663  HISTORY     - 1966     GOOD             CGS
 BJ2663
 BJ2663                          STATION DESCRIPTION
 BJ2663
 BJ2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2663'2.8 MI SE FROM MELVILLE.
 BJ2663'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2663'STATION AT MELVILLE, THENCE 2.3 MILES SOUTH ALONG A LEVEE AND A
 BJ2663'GRAVELED ROAD, IN SECTION 3, T 5 S, R 7 E, 129 YARDS SOUTH OF THE
 BJ2663'CENTER LINE OF A DRIVEWAY LEADING EAST TO THE HOME OF MARGRET C.
 BJ2663'KENNEDY, 27 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 27 FEET
 BJ2663'SOUTHWEST OF A 10-INCH HACKBERRY TREE, 68 FEET SOUTH OF A POWER POLE,
 BJ2663'2.8 FEET NORTHWEST OF A FENCE CORNER POST, 1.0 FOOT SOUTH OF A METAL
 BJ2663'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, A U. S.
 BJ2663'ENGINEERS DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2856 ***********************************************************************
 BH2856  DESIGNATION -  SLIDELL
 BH2856  PID         -  BH2856
 BH2856  STATE/COUNTY-  LA/ST TAMMANY
 BH2856  USGS QUAD   -  SLIDELL (1994)
 BH2856
 BH2856                         *CURRENT SURVEY CONTROL
 BH2856  ___________________________________________________________________
 BH2856* NAD 83(1992)-  30 16 50.30066(N)    089 46 42.16571(W)     ADJUSTED  
 BH2856* NAVD 88     -         3.17   (+/-2cm)      10.4  **(feet)  VERTCON   
 BH2856  **This station is located in a subsidence area (see below).
 BH2856  ___________________________________________________________________
 BH2856  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2856  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BH2856
 BH2856  HORZ ORDER  -  FIRST
 BH2856  VERT ORDER  -  THIRD ? (See Below)
 BH2856
 BH2856.The horizontal coordinates were established by classical geodetic methods
 BH2856.and adjusted by the National Geodetic Survey in May 1994..
 BH2856
 BH2856 ** The orthometric height has not been validated since last determined
 BH2856 ** by differential leveling and should not be used for control purposes.
 BH2856 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2856 ** area with valid NAVD 88 orthometric heights.
 BH2856 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2856 ** epoch indicated which incorporates improved geoid heights for the
 BH2856 ** Southern Louisiana Subsidence area.
 BH2856 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2856.The vertical order pertains to the NGVD 29 superseded value.
 BH2856
 BH2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2856
 BH2856.The geoid height was determined by GEOID03.
 BH2856
 BH2856;                    North         East     Units Scale Factor Converg.
 BH2856;SPC LA S     -   198,389.418 1,149,593.861   MT  0.99993762   +0 46 39.0
 BH2856;SPC LA S     -   650,882.62  3,771,625.86   sFT  0.99993762   +0 46 39.0
 BH2856;UTM  16      - 3,353,152.181   232,737.074   MT  1.00048132   -1 24 06.4
 BH2856
 BH2856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2856!SPC LA S     -   1.00000371  x   0.99993762  =   0.99994133
 BH2856!UTM  16      -   1.00000371  x   1.00048132  =   1.00048503
 BH2856
 BH2856|---------------------------------------------------------------------|
 BH2856| PID    Reference Object                     Distance      Geod. Az  |
 BH2856|                                                           dddmmss.s |
 BH2856| DD8678 SLIDELL RM 2 RESET                   54.468 METERS 07037     |
 BH2856| DD8676 SLIDELL RM 1                         51.844 METERS 15910     |
 BH2856| BH2868 SLIDELL MUNICIPAL TANK 1931         APPROX. 0.7 KM 2154625.2 |
 BH2856| BH2862 SLIDELL SCHNEIDER BRICK CO TK       APPROX. 1.5 KM 2245226.6 |
 BH2856| DD8677 SLIDELL RM 2                                       27502     |
 BH2856| DD8675 SLIDELL AZ MK                                      2753201.6 |
 BH2856| BH2863 SLIDELL GULF ST CREOSTE CO TK       APPROX. 0.7 KM 2855427.4 |
 BH2856| BH2871 SLIDELL PAN AM TANK                 APPROX. 0.9 KM 3512433.5 |
 BH2856|---------------------------------------------------------------------|
 BH2856
 BH2856                          SUPERSEDED SURVEY CONTROL
 BH2856
 BH2856  NAD 83(1992)-  30 16 50.30652(N)    089 46 42.16481(W) AD(       ) 1
 BH2856  NAD 83(1986)-  30 16 50.31358(N)    089 46 42.16198(W) AD(       ) 1
 BH2856  NAD 27      -  30 16 49.61549(N)    089 46 41.93532(W) AD(       ) 1
 BH2856  NGVD 29 (07/19/86)    3.17   (m)           10.4    (f) LEVELING    3  
 BH2856
 BH2856.Superseded values are not recommended for survey control.
 BH2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2856.See file dsdata.txt to determine how the superseded data were derived.
 BH2856
 BH2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3273753152(NAD 83)
 BH2856_MARKER: DS = TRIANGULATION STATION DISK
 BH2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2856_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2856+STABILITY: SURFACE MOTION
 BH2856
 BH2856  HISTORY     - Date     Condition        Report By
 BH2856  HISTORY     - 1931     MONUMENTED       CGS
 BH2856  HISTORY     - 1934     GOOD             CGS
 BH2856  HISTORY     - 1935     GOOD             CGS
 BH2856  HISTORY     - 1935     GOOD             LAGS
 BH2856  HISTORY     - 1952     GOOD             CGS
 BH2856  HISTORY     - 1965     GOOD             LADH
 BH2856
 BH2856                          STATION DESCRIPTION
 BH2856
 BH2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BH2856'STATION IS IN THE TOWN OF SLIDELL, 3 BLOCKS N OF THE DEPOT, 2 BLOCKS
 BH2856'E OF U.S. HIGHWAY 90, IN EXTREME NE CORNER OF ATHLETIC FIELD
 BH2856'ADJOINING HIGH SCHOOL. STATION IS ABOUT 500 FEET NE OF HIGH SCHOOL
 BH2856'BUILDING, 80 FEET W OF A BUNGALOW, 39 FEET W OF CENTER LINE OF ONE
 BH2856'UNPAVED STREET AND 36 FEET S OF ANOTHER.
 BH2856'
 BH2856'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2856'SET IN CONCRETE. UPPER MARK
 BH2856'PROJECTS 3 INCHES.
 BH2856'
 BH2856'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND IS IN W SIDE OF CENTER
 BH2856'OF BLOCK E OF STATION, ABOUT 200 FEET S OF STREET, 26 FEET E OF
 BH2856'ANOTHER STREET, 5.7 FEET S OF A FENCE CORNER, AND 170.09 FEET FROM
 BH2856'STATION S 20 DEG 48 MIN E.
 BH2856'
 BH2856'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND IS IN EXTREME SW CORNER
 BH2856'OF BLOCK WHICH IS N OF SCHOOL, 200 FEET NW OF SCHOOL, 42.4 FEET NE
 BH2856'OF A FIRE PLUG, 30 FEET E OF CENTER LINE OF ONE STREET, AND 20 FEET
 BH2856'N ANOTHER, AND APPROXIMATELY 665 FEET FROM THE STATION
 BH2856'N 24 DEG 58 MIN W.
 BH2856'
 BH2856'BEARING FROM STATION OF SLIDELL MUNICIPAL WATER TANK IS S 35 DEG 47
 BH2856'MIN W.
 BH2856
 BH2856                          STATION RECOVERY (1934)
 BH2856
 BH2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BH2856'STATION RECOVERED AS DESCRIBED. MARKS IN GOOD CONDITION.
 BH2856
 BH2856                          STATION RECOVERY (1935)
 BH2856
 BH2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2856'STATION RECOVERED AS DESCRIBED.
 BH2856'
 BH2856'REFERENCE MARK NO. 1 IS SE OF THE STATION IN THE W SIDE CENTER OF
 BH2856'THIS BLOCK, ABOUT 200 FEET S OF THE CENTER LINE OF E-W STREET AND
 BH2856'26 FEET E OF THE CENTER LINE OF N-S STREET, AND 5.7 FEET S OF FENCE
 BH2856'CORNER.
 BH2856'
 BH2856'REFERENCE MARK NO. 2 (MARKED 11) ESTABLISHED IN 1935 IS E OF THE
 BH2856'STATION, 21 FEET NNE OF CENTER LINE OF STREET AND 36 FEET W OF 18-
 BH2856'INCH PINE TREE AND 50 FEET N OF HOME OF MR. P.A. TABORY.
 BH2856'
 BH2856'REFERENCE MARK NO. 2 (1931) IS IN THE EXTREME SW CORNER OF THE BLOCK
 BH2856'WHICH IS N OF THE SCHOOL, 200 FEET NW OF THE SCHOOL, 42.4 FEET NE OF
 BH2856'A FIRE PLUG, 30 FEET E OF CENTER LINE OF N-S STREET AND 20 FEET N
 BH2856'OF CENTER LINE OF E-W STREET. THIS MARK IS IN THE CENTER OF THE
 BH2856'SIDEWALK AND WILL PROBABLY BE DESTROYED IN THE NEAR FUTURE.
 BH2856'HOWEVER IT WAS NOT REMOVED AT THE TIME OF OCCUPATION. THEREFORE AN
 BH2856'AZIMUTH MARK WAS ESTABLISHED NEAR THIS MARK. IT IS NW OF THE
 BH2856'STATION, 4 FEET N OF CENTER LINE OF SIDEWALK, 20 FEET S OF CENTER
 BH2856'LINE OF E-W STREET AND 20 FEET E OF N-S STREET.
 BH2856'
 BH2856'DIRECTION TO REFERENCE MARK NO. 1 DID NOT CHECK WITH OLD DIRECTION.
 BH2856'A NEW DIRECTION WAS OBSERVED.
 BH2856'
 BH2856'A 113-FOOT TOWER REQUIRED.
 BH2856'
 BH2856'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BH2856
 BH2856                          STATION RECOVERY (1935)
 BH2856
 BH2856'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BH2856'STATION RECOVERED AS DESCRIBED.
 BH2856
 BH2856                          STATION RECOVERY (1952)
 BH2856
 BH2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2856'STATION RECOVERED IN GOOD CONDITION. COMPLETE NEW DESCRIPTION
 BH2856'FOLLOWS--
 BH2856'
 BH2856'STATION IS IN SLIDELL, 2 BLOCKS N OF AND 2 BLOCKS E OF RAILROAD
 BH2856'STATION, IN THE NE CORNER OF HIGH SCHOOL ATHLETIC FIELD SURROUNDED
 BH2856'BY A 6-FOOT BRICK WALL, AT THE INTERSECTION OF FIFTH STREET AND
 BH2856'PENN AVENUE, 6.9 FEET W OF E WALL, AND 6.3 FEET S OF N WALL.
 BH2856'
 BH2856'STATION MARK IS A STANDARD DISK SET IN CONCRETE FLUSH WITH THE
 BH2856'GROUND AND IS STAMPED SLIDELL 1930.
 BH2856'
 BH2856'R.M. 1 PROJECTS 4 INCHES AND IS IN W SIDE OF CENTER OF BLOCK E OF
 BH2856'STATION, ABOUT 200 FEET S OF A STREET, 26 FEET E OF ANOTHER STREET,
 BH2856'5.7 FEET S OF A FENCE CORNER, AND 170.09 FEET FROM STATION
 BH2856'S 20 DEG 49 MIN E.
 BH2856'
 BH2856'R.M. 2 (OLD) IS IN THE SIDEWALK ONE BLOCK W OF STATION, 42.4 FEET
 BH2856'NNE OF A FIREPLUG, 29 FEET E OF CENTER LINE OF FOURTH STREET, 21.5
 BH2856'FEET N OF CENTER LINE OF PENN AVENUE. IT IS A STANDARD DISK SET 1
 BH2856'INCH BELOW SURFACE OF SIDEWALK AND IS STAMPED NO 2 SLIDELL.
 BH2856'
 BH2856'R.M. 2 (MARKED II) IS 174 FEET NE OF STATION, 25 FEET N OF CENTER
 BH2856'LINE OF PENN AVENUE, 20.5 FEET W OF A TELEPHONE POLE, AND 1 FOOT N
 BH2856'OF A WHITE WOODEN FENCE AROUND YARD. IT IS A STANDARD DISK SET IN
 BH2856'CONCRETE PROJECTING 0.7 FOOT ABOVE GROUND AND IS STAMPED SLIDELL
 BH2856'NO II 1935.
 BH2856'
 BH2856'AZIMUTH MARK IS 5.7 FEET NNE OF R.M. 2 (OLD), 7.3 FEET E OF CENTER
 BH2856'LINE OF N-S SIDEWALK, AND 20 FEET SSW OF SW CORNER OF BUILDING. IT
 BH2856'IS A STANDARD REFERENCE-MARK DISK SET IN CONCRETE PROJECTING 1 INCH
 BH2856'ABOVE GROUND AND IS STAMPED AZ.
 BH2856
 BH2856                          STATION RECOVERY (1965)
 BH2856
 BH2856'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2856'STATION IS IN THE TOWN OF SLIDELL, LA., IN CORNER OF SCHOOL
 BH2856'PLAYGROUND, NORTHEAST CORNER OF FOOTBALL FIELD AT THE SLIDELL JR.
 BH2856'HIGH SCHOOL, 35.00 FEET SOUTH OF PENNA. ST., 35.20 FEET WEST OF 5TH
 BH2856'STREET, 5.40 FEET SOUTH OF BRICK WALL, 7.00 FEET WEST OF BRICK
 BH2856'WALL, 7.50 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A BRICK WALL,
 BH2856'56.60 SOUTHWEST OF THE CENTER LINE OF THE INTERSECTION OF PENNA.
 BH2856'AVENUE AND 5TH STREET, 56.15 FEET SOUTHWEST OF FIRE MAIN, AND
 BH2856'133.12 FEET NORTH OF SCORE BOARD NORTH STANDARD, 174.51 NORTH OF
 BH2856'REF. MARKER NO.  3 FOR SLIDELL 2.
 BH2856'
 BH2856'STATION IS STANDARD BRONZE DISK SET IN A CONCRETE POST EVEN WITH THE
 BH2856'SURFACE OF THE GROUND. STATION IS STAMPED SLIDELL 1930-34.
 BH2856'
 BH2856'TO REACH THIS STATION FROM THE BANK OF SLIDELL, FOLLOW U.S. HIGHWAY
 BH2856'11 NORTH FOR 0.63 MILES TO THE CORNER PENN. AVENUE, THENCE EAST
 BH2856'ALONG PENN. AVENUE FOR 3 BLOCKS TO STATION ON THE CORNER OF PENN.
 BH2856'AVENUE AND 5TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2870 ***********************************************************************
 BH2870  DESIGNATION -  SLIDELL 2
 BH2870  PID         -  BH2870
 BH2870  STATE/COUNTY-  LA/ST TAMMANY
 BH2870  USGS QUAD   -  SLIDELL (1994)
 BH2870
 BH2870                         *CURRENT SURVEY CONTROL
 BH2870  ___________________________________________________________________
 BH2870* NAD 83(1992)-  30 16 50.19767(N)    089 46 42.27149(W)     ADJUSTED  
 BH2870* NAVD 88     -         3.10   (+/-2cm)      10.2  **(feet)  VERTCON   
 BH2870  **This station is located in a subsidence area (see below).
 BH2870  ___________________________________________________________________
 BH2870  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2870  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BH2870
 BH2870  HORZ ORDER  -  FIRST
 BH2870  VERT ORDER  -  THIRD ? (See Below)
 BH2870
 BH2870.The horizontal coordinates were established by classical geodetic methods
 BH2870.and adjusted by the National Geodetic Survey in May 1994..
 BH2870
 BH2870 ** The orthometric height has not been validated since last determined
 BH2870 ** by differential leveling and should not be used for control purposes.
 BH2870 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2870 ** area with valid NAVD 88 orthometric heights.
 BH2870 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2870 ** epoch indicated which incorporates improved geoid heights for the
 BH2870 ** Southern Louisiana Subsidence area.
 BH2870 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2870.The vertical order pertains to the NGVD 29 superseded value.
 BH2870
 BH2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2870
 BH2870.The geoid height was determined by GEOID03.
 BH2870
 BH2870;                    North         East     Units Scale Factor Converg.
 BH2870;SPC LA S     -   198,386.208 1,149,591.077   MT  0.99993762   +0 46 38.9
 BH2870;SPC LA S     -   650,872.08  3,771,616.73   sFT  0.99993762   +0 46 38.9
 BH2870;SPC MS E     -    86,904.965   209,073.331   MT  1.00005196   -0 28 35.7
 BH2870;SPC MS E     -   285,120.71    685,934.75   sFT  1.00005196   -0 28 35.7
 BH2870;UTM  16      - 3,353,149.078   232,734.169   MT  1.00048134   -1 24 06.5
 BH2870
 BH2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2870!SPC LA S     -   1.00000372  x   0.99993762  =   0.99994134
 BH2870!SPC MS E     -   1.00000372  x   1.00005196  =   1.00005568
 BH2870!UTM  16      -   1.00000372  x   1.00048134  =   1.00048506
 BH2870
 BH2870|---------------------------------------------------------------------|
 BH2870| PID    Reference Object                     Distance      Geod. Az  |
 BH2870|                                                           dddmmss.s |
 BH2870| BH2856 SLIDELL                               4.249 METERS 04143     |
 BH2870| DD8679 SLIDELL 2 RM 3                       50.079 METERS 17549     |
 BH2870| BH2869 SLIDELL 2 AZ MK                     346.224 METERS 27419     |
 BH2870| DD8680 SLIDELL 2 RM 4                       47.031 METERS 27530     |
 BH2870|---------------------------------------------------------------------|
 BH2870
 BH2870                          SUPERSEDED SURVEY CONTROL
 BH2870
 BH2870  NAD 83(1992)-  30 16 50.20353(N)    089 46 42.27058(W) AD(       ) 1
 BH2870  NAD 83(1986)-  30 16 50.21070(N)    089 46 42.26763(W) AD(       ) 1
 BH2870  NAD 27      -  30 16 49.51250(N)    089 46 42.04109(W) AD(       ) 1
 BH2870  NGVD 29 (07/19/86)    3.10   (m)           10.2    (f) LEVELING    3  
 BH2870
 BH2870.Superseded values are not recommended for survey control.
 BH2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2870.See file dsdata.txt to determine how the superseded data were derived.
 BH2870
 BH2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3273453149(NAD 83)
 BH2870_MARKER: DS = TRIANGULATION STATION DISK
 BH2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2870+STABILITY: SURFACE MOTION
 BH2870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2870+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 BH2870
 BH2870  HISTORY     - Date     Condition        Report By
 BH2870  HISTORY     - 1953     MONUMENTED       CGS
 BH2870  HISTORY     - 1963     GOOD             CGS
 BH2870  HISTORY     - 1965     GOOD             LADH
 BH2870  HISTORY     - 20060428 GOOD             NGS
 BH2870
 BH2870                          STATION DESCRIPTION
 BH2870
 BH2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BH2870'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE SLIDELL HIGH
 BH2870'SCHOOL ATHLETIC FIELD, 0.2 MILE EAST OF U.S. HIGHWAY NO. 11 ON
 BH2870'PENNSYLVANIA AVE. IT IS 17.5 FEET SOUTH OF A BRICK WALL AND 16.5
 BH2870'FEET WEST OF A BRICK WALL. IT IS SET FLUSH AND IS STAMPED SLIDELL
 BH2870'2 1953.
 BH2870'
 BH2870'A TRAVERSE MEASUREMENT WAS MADE AND DIRECTION TAKEN TO TRIANGULATION
 BH2870'STATION SLIDELL 1930 1934.
 BH2870'
 BH2870'REFERENCE MARK NO. 3 IS 16 FEET EAST OF A GOAL POST AND 2.5 FEET
 BH2870'WEST OF A BRICK WALL. IT IS SET FLUSH AND IS STAMPED SLIDELL 2 NO 3
 BH2870'1953.
 BH2870'
 BH2870'REFERENCE MARK NO. 4 IS 2.5 FEET SOUTH OF A BRICK WALL, SET FLUSH,
 BH2870'AND IS STAMPED SLIDELL 2 NO 4 1953.
 BH2870'
 BH2870'THE DISTANCE BETWEEN R. M. NO. 3 AND R.M. NO. 4 IS 243.6 FEET.
 BH2870'
 BH2870'THE AZIMUTH MARK IS LOCATED ABOUT 0.05 MILE WEST OF U.S. HIGHWAY NO.
 BH2870'11 AND THE SLIDELL POST OFFICE. IT IS SET DIRECTLY UNDER A TELEPHONE
 BH2870'LINE, 51.5 FEET WEST OF THE WEST RAIL OF THE NEW ORLEANS AND
 BH2870'NORTHEASTERN RAILROAD TRACKS, 21 FEET SOUTH OF THE CENTER OF A
 BH2870'GRAVELED STREET AND 8 FEET SOUTH OF A RAILROAD STOP SIGN. IT IS
 BH2870'STAMPED SLIDELL 2 1953 AND PROJECTS 4 INCHES.
 BH2870'
 BH2870'TO REACH THE STATION FROM THE POST OFFICE IN SLIDELL, GO EAST ON
 BH2870'PENNSYLVANIA AVE. FOR 0.2 MILE TO THE SLIDELL HIGH SCHOOL AND THE
 BH2870'STATION ON THE RIGHT AS DESCRIBED.
 BH2870'
 BH2870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PENNSYLVANIA
 BH2870'AVE. FOR 0.2 MILE TO U.S. HIGHWAY NO. 11, CROSS U.S. HIGHWAY NO. 11
 BH2870'AND CONTINUE STRAIGHT AHEAD ACROSS THE RAILROAD TRACKS FOR 0.05
 BH2870'MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 BH2870
 BH2870                          STATION RECOVERY (1963)
 BH2870
 BH2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WHD)
 BH2870'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. AZIMUTH
 BH2870'POINT CANNOT BE SEEN AT GROUND FROM THE STATION DUE TO A
 BH2870'BRICK WALL AT THE STATION AND A RAILROAD EMBANKMENT AT THE AZIMUTH
 BH2870'POINT.
 BH2870'
 BH2870'REFERENCES ARE ADEQUATE FOR LOCATION. SLIDELL MUNICIPAL WATER TOWER
 BH2870'IS NO LONGER VISIBLE FROM STATION SLIDELL 2 AT GROUND DUE TO TREE
 BH2870'COVER.
 BH2870
 BH2870                          STATION RECOVERY (1965)
 BH2870
 BH2870'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2870'THIS STATION WAS RECOVERED IN GOOD CONDITION IN THE CORNER OF THE
 BH2870'SLIDELL JR. HIGH SCHOOL PLAYGROUND, 16.65 FEET SOUTH OF A BRICK
 BH2870'WALL, 16.00 FEET WEST OF A BRICK WALL, 45.30 FEET SOUTH OF THE
 BH2870'CENTERLINE OF PENN. AVENUE, 45.95 FEET WEST OF CENTERLINE OF 5TH
 BH2870'STREET, 22.60 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A BRICK
 BH2870'WALL, AND 67.80 FEET SOUTHWEST OF A FIRE HYDRANT.
 BH2870'
 BH2870'STATION IS A STANDARD BRONZE DISK SET IN A CONCRETE POST EVEN WITH
 BH2870'THE SURFACE OF THE GROUND. STATION IS STAMPED SLIDELL 2 1953.
 BH2870'
 BH2870'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON THE CORNER OF
 BH2870'U.S. HIGHWAY 11 AND COUSIN STREET) IN SLIDELL, LA., FOLLOW U.S.
 BH2870'HIGHWAY 11 NORTH FOR 0.63 MILES TO THE CORNER OF PENN. AVENUE,
 BH2870'THENCE EAST ALONG PENN. AVENUE FOR 3 BLOCKS TO THE CORNER OF PENN.
 BH2870'AVENUE AND 5TH STREET TO STATION ON SOUTH SIDE OF PENN. AVENUE.
 BH2870'
 BH2870'REF. MARKER NO. 3 IS 2.5 FEET WEST OF A BRICK WALL, 164.39 FEET
 BH2870'SOUTHEAST OF STATION. STATION IS EVEN WITH THE SURFACE OF THE
 BH2870'GROUND.
 BH2870'
 BH2870'REF. MARKER NO. 4 IS 2.5 FEET SOUTH OF A BRICK WALL, 154.41 FEET
 BH2870'WEST OF STATION. STATION PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BH2870'GROUND.
 BH2870
 BH2870                          STATION RECOVERY (2006)
 BH2870
 BH2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH2870'RECOVERED IN GOOD CONDITION. ADD--3.6 FEET WEST OF EDGE OF SIDEWALK,
 BH2870'1.3 FEET EAST OF EDGE OF SIDEWALK, 10.0 FEET SOUTHWEST OF CENTER OF A
 BH2870'CONCRETE SIGN, AND RECESSED 0.7 FOOT IN A 1 INCH DIAMETER STEEL DRAIN.
 BH2870' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2869 ***********************************************************************
 BH2869  DESIGNATION -  SLIDELL 2 AZ MK
 BH2869  PID         -  BH2869
 BH2869  STATE/COUNTY-  LA/ST TAMMANY
 BH2869  USGS QUAD   -  SLIDELL (1994)
 BH2869
 BH2869                         *CURRENT SURVEY CONTROL
 BH2869  ___________________________________________________________________
 BH2869* NAD 83(1992)-  30 16 51.04408(N)    089 46 55.18933(W)     ADJUSTED  
 BH2869* NAVD 88     -         2.38   (+/-2cm)       7.8  **(feet)  VERTCON   
 BH2869  **This station is located in a subsidence area (see below).
 BH2869  ___________________________________________________________________
 BH2869  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BH2869  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BH2869
 BH2869  HORZ ORDER  -  SECOND
 BH2869  VERT ORDER  -  THIRD ? (See Below)
 BH2869
 BH2869.The horizontal coordinates were established by classical geodetic methods
 BH2869.and adjusted by the National Geodetic Survey in May 1994..
 BH2869
 BH2869 ** The orthometric height has not been validated since last determined
 BH2869 ** by differential leveling and should not be used for control purposes.
 BH2869 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2869 ** area with valid NAVD 88 orthometric heights.
 BH2869 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2869 ** epoch indicated which incorporates improved geoid heights for the
 BH2869 ** Southern Louisiana Subsidence area.
 BH2869 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2869.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2869.The vertical order pertains to the NGVD 29 superseded value.
 BH2869
 BH2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2869
 BH2869.The geoid height was determined by GEOID03.
 BH2869
 BH2869;                    North         East     Units Scale Factor Converg.
 BH2869;SPC LA S     -   198,407.589 1,149,245.535   MT  0.99993764   +0 46 32.5
 BH2869;SPC LA S     -   650,942.23  3,770,483.06   sFT  0.99993764   +0 46 32.5
 BH2869;SPC MS E     -    86,933.906   208,728.300   MT  1.00005274   -0 28 42.2
 BH2869;SPC MS E     -   285,215.66    684,802.76   sFT  1.00005274   -0 28 42.2
 BH2869;UTM  16      - 3,353,183.603   232,389.502   MT  1.00048361   -1 24 13.1
 BH2869
 BH2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2869!SPC LA S     -   1.00000383  x   0.99993764  =   0.99994147
 BH2869!SPC MS E     -   1.00000383  x   1.00005274  =   1.00005657
 BH2869!UTM  16      -   1.00000383  x   1.00048361  =   1.00048744
 BH2869
 BH2869:                Primary Azimuth Mark                     Grid Az
 BH2869:SPC LA S     -  52A009 LDH 1965                          020 25 24.7
 BH2869:SPC MS E     -  52A009 LDH 1965                          021 40 39.4
 BH2869:UTM  16      -  52A009 LDH 1965                          022 36 10.3
 BH2869
 BH2869|---------------------------------------------------------------------|
 BH2869| PID    Reference Object                     Distance      Geod. Az  |
 BH2869|                                                           dddmmss.s |
 BH2869| BH2864 52A009 LDH 1965                     454.945 METERS 0211157.2 |
 BH2869| BH2856 SLIDELL                             348.821 METERS 09346     |
 BH2869| BH2870 SLIDELL 2                           346.224 METERS 09419     |
 BH2869| BH2865 52A010 LDH 1965                      18.631 METERS 09720     |
 BH2869|---------------------------------------------------------------------|
 BH2869
 BH2869                          SUPERSEDED SURVEY CONTROL
 BH2869
 BH2869  NAD 83(1992)-  30 16 51.04990(N)    089 46 55.18818(W) AD(       ) 2
 BH2869  NAD 83(1986)-  30 16 51.05699(N)    089 46 55.18546(W) AD(       ) 2
 BH2869  NAD 27      -  30 16 50.35904(N)    089 46 54.95886(W) AD(       ) 2
 BH2869  NGVD 29 (07/19/86)    2.38   (m)            7.8    (f) LEVELING    3  
 BH2869
 BH2869.Superseded values are not recommended for survey control.
 BH2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2869.See file dsdata.txt to determine how the superseded data were derived.
 BH2869
 BH2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3239053184(NAD 83)
 BH2869_MARKER: DZ = AZIMUTH MARK DISK
 BH2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2869+STABILITY: SURFACE MOTION
 BH2869
 BH2869  HISTORY     - Date     Condition        Report By
 BH2869  HISTORY     - 1965     MONUMENTED       LADH
 BH2869
 BH2869                          STATION DESCRIPTION
 BH2869
 BH2869'DESCRIBED BY LA DEPT OF HIGHWAYS 1965 (JB)
 BH2869'STATION IS LOCATED ABOUT 0.05 MILES WEST OF U.S. HWY. 11 IT IS SET
 BH2869'DIRECTLY UNDER A TELEPHONE LINE, 51.52 FEET WEST OF THE WEST RAIL OF
 BH2869'THE SOUTHERN RAILROAD TRACKS, 21.60 FEET SOUTH OF THE CENTERLINE OF
 BH2869'PENN. AVENUE, AND 8 FEET SOUTHWEST OF A RAILROAD STOP SIGN. IT IS
 BH2869'STAMPED SLIDELL 2 1953.
 BH2869'
 BH2869'TO REACH THIS STATION FROM THE BANK OF SLIDELL (ON CORNER U.S. HWY.
 BH2869'11 AND COUSIN ST.) IN SLIDELL, FOLLOW U.S. HWY. 11 NORTH FOR 0.63
 BH2869'MILES TO THE CORNER OF PENNSYLVANIA AVENUE FOR ABOUT 0.25 MILES TO
 BH2869'STATION SET SOUTH OF PENNSYLVANIA AVENUE AND WEST OF RAILROAD
 BH2869'TRACKS.
 BH2869'
 BH2869'STATION IS WEST ALONG PENNSYLVAINIA AVENUE 0.25 MILES FROM SLIDELL
 BH2869'2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2866 ***********************************************************************
 BH2866  DESIGNATION -  SLIDELL GROCERY CO TANK
 BH2866  PID         -  BH2866
 BH2866  STATE/COUNTY-  LA/ST TAMMANY
 BH2866  USGS QUAD   -  SLIDELL (1994)
 BH2866
 BH2866                         *CURRENT SURVEY CONTROL
 BH2866  ___________________________________________________________________
 BH2866* NAD 83(1992)-  30 17 33.15956(N)    089 46 49.55724(W)     ADJUSTED  
 BH2866* NAVD 88     -                                                        
 BH2866  **This station is located in a subsidence area (see below).
 BH2866  ___________________________________________________________________
 BH2866  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BH2866  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BH2866
 BH2866  HORZ ORDER  -  THIRD
 BH2866
 BH2866.The horizontal coordinates were established by classical geodetic methods
 BH2866.and adjusted by the National Geodetic Survey in May 1994..
 BH2866
 BH2866 ** The orthometric height has not been validated since last determined
 BH2866 ** by differential leveling and should not be used for control purposes.
 BH2866 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2866 ** area with valid NAVD 88 orthometric heights.
 BH2866 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2866 ** epoch indicated which incorporates improved geoid heights for the
 BH2866 ** Southern Louisiana Subsidence area.
 BH2866 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2866
 BH2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2866
 BH2866.The geoid height was determined by GEOID03.
 BH2866
 BH2866;                    North         East     Units Scale Factor Converg.
 BH2866;SPC LA S     -   199,706.320 1,149,378.461   MT  0.99993865   +0 46 35.3
 BH2866;SPC LA S     -   655,203.15  3,770,919.17   sFT  0.99993865   +0 46 35.3
 BH2866;SPC MS E     -    88,229.565   208,889.638   MT  1.00005237   -0 28 40.0
 BH2866;SPC MS E     -   289,466.50    685,332.09   sFT  1.00005237   -0 28 40.0
 BH2866;UTM  16      - 3,354,477.042   232,571.823   MT  1.00048241   -1 24 12.0
 BH2866
 BH2866                          SUPERSEDED SURVEY CONTROL
 BH2866
 BH2866  NAD 83(1992)-  30 17 33.16477(N)    089 46 49.55663(W) AD(       ) 4
 BH2866  NAD 83(1986)-  30 17 33.17158(N)    089 46 49.55338(W) AD(       ) 4
 BH2866  NAD 27      -  30 17 32.46349(N)    089 46 49.32576(W) AD(       ) 3
 BH2866
 BH2866.Superseded values are not recommended for survey control.
 BH2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2866.See file dsdata.txt to determine how the superseded data were derived.
 BH2866
 BH2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3257254477(NAD 83)
 BH2866_MARKER: 53 = ELEVATED TANK
 BH2866
 BH2866  HISTORY     - Date     Condition        Report By
 BH2866  HISTORY     - 1953     FIRST OBSERVED   CGS
 BH2866  HISTORY     - 1955     POOR             CGS
 BH2866  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 BH2866
 BH2866                          STATION DESCRIPTION
 BH2866
 BH2866'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2866'NOTE--NO PREVIOUS DESCRIPTION HAS BEEN WRITTEN FOR THIS STATION.
 BH2866'
 BH2866'THE STATION IS LOCATE 0.7 MILE NORTH ALONG U.S. HIGHWAY 11 FROM THE
 BH2866'RAILROAD STATION IN SLIDELL, ON THE WEST SIDE OF THE TRACK, AT THE
 BH2866'SITE OF THE SLIDELL GROCERY AND GRAIN CO. (THE BUILDING ARE VACANT)
 BH2866'OWNED BY MR. YOTT OF SLIDELL. IT IS A FOUR LEGGED STEEL STRUCTURE
 BH2866'SUPPORTING A TANK ON ITS TOP, THE OVERALL HEIGHT OF 125 FEET. THE
 BH2866'TANK HAS A FLAT TOP, THE ROOF BEING BLOWN OFF IN THE STORM OF
 BH2866'1947.
 BH2866
 BH2866                          STATION RECOVERY (2005)
 BH2866
 BH2866'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH2866'TANK WAS DISMANTLED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2863 ***********************************************************************
 BH2863  DESIGNATION -  SLIDELL GULF ST CREOSTE CO TK
 BH2863  PID         -  BH2863
 BH2863  STATE/COUNTY-  LA/ST TAMMANY
 BH2863  USGS QUAD   -  SLIDELL (1994)
 BH2863
 BH2863                         *CURRENT SURVEY CONTROL
 BH2863  ___________________________________________________________________
 BH2863* NAD 83(1992)-  30 16 56.38965(N)    089 47 06.78523(W)     ADJUSTED  
 BH2863* NAVD 88     -                                                        
 BH2863  **This station is located in a subsidence area (see below).
 BH2863  ___________________________________________________________________
 BH2863  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BH2863  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BH2863
 BH2863  HORZ ORDER  -  THIRD
 BH2863
 BH2863.The horizontal coordinates were established by classical geodetic methods
 BH2863.and adjusted by the National Geodetic Survey in May 1994..
 BH2863
 BH2863 ** The orthometric height has not been validated since last determined
 BH2863 ** by differential leveling and should not be used for control purposes.
 BH2863 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2863 ** area with valid NAVD 88 orthometric heights.
 BH2863 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2863 ** epoch indicated which incorporates improved geoid heights for the
 BH2863 ** Southern Louisiana Subsidence area.
 BH2863 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2863
 BH2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2863
 BH2863.The geoid height was determined by GEOID03.
 BH2863
 BH2863;                    North         East     Units Scale Factor Converg.
 BH2863;SPC LA S     -   198,567.983 1,148,933.448   MT  0.99993776   +0 46 26.7
 BH2863;SPC LA S     -   651,468.46  3,769,459.15   sFT  0.99993776   +0 46 26.7
 BH2863;UTM  16      - 3,353,355.842   232,083.572   MT  1.00048564   -1 24 19.1
 BH2863
 BH2863                          SUPERSEDED SURVEY CONTROL
 BH2863
 BH2863  NAD 83(1992)-  30 16 56.39551(N)    089 47 06.78455(W) AD(       ) 4
 BH2863  NAD 83(1986)-  30 16 56.40255(N)    089 47 06.78139(W) AD(       ) 4
 BH2863  NAD 27      -  30 16 55.70686(N)    089 47 06.55316(W) AD(       ) 3
 BH2863
 BH2863.Superseded values are not recommended for survey control.
 BH2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2863.See file dsdata.txt to determine how the superseded data were derived.
 BH2863
 BH2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3208453356(NAD 83)
 BH2863_MARKER: 53 = ELEVATED TANK
 BH2863
 BH2863  HISTORY     - Date     Condition        Report By
 BH2863  HISTORY     - 1931     FIRST OBSERVED   CGS
 BH2863  HISTORY     - 1952     GOOD             CGS
 BH2863  HISTORY     - 1955     GOOD             CGS
 BH2863  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 BH2863
 BH2863                          STATION DESCRIPTION
 BH2863
 BH2863'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2863'THIS STATION WAS RECOVERED IN GOOD
 BH2863'CONDITION. DESCRIPTION IS AS FOLLOWS--FROM RAILROAD STATION IN
 BH2863'SLIDELL, GO N ON U.S. HIGHWAY 11 FOR TWO BLOCKS AND TURN LEFT TO GO
 BH2863'TO CREOSOTING COMPANY AND STATION SITE. STATION IS ON ELEVATED
 BH2863'STEEL WATER TANK APPROXIMATELY 130 FEET HIGH.
 BH2863
 BH2863                          STATION RECOVERY (1955)
 BH2863
 BH2863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2863'THE STATION WAS RECOVERED IN GOOD CONDITION. THE RECOVERY NOTE OF
 BH2863'P.L.B. IN 1952, IS ADEQUATE.
 BH2863
 BH2863                          STATION RECOVERY (2005)
 BH2863
 BH2863'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH2863'TANK WAS DISMANTLED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2860 ***********************************************************************
 BH2860  DESIGNATION -  SLIDELL MUNICIPAL TANK 1966
 BH2860  PID         -  BH2860
 BH2860  STATE/COUNTY-  LA/ST TAMMANY
 BH2860  USGS QUAD   -  SLIDELL (1994)
 BH2860
 BH2860                         *CURRENT SURVEY CONTROL
 BH2860  ___________________________________________________________________
 BH2860* NAD 83(1992)-  30 17 22.13681(N)    089 46 15.39666(W)     ADJUSTED  
 BH2860* NAVD 88     -                                                        
 BH2860  **This station is located in a subsidence area (see below).
 BH2860  ___________________________________________________________________
 BH2860  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BH2860  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BH2860
 BH2860  HORZ ORDER  -  THIRD
 BH2860
 BH2860.The horizontal coordinates were established by classical geodetic methods
 BH2860.and adjusted by the National Geodetic Survey in May 1994..
 BH2860
 BH2860 ** The orthometric height has not been validated since last determined
 BH2860 ** by differential leveling and should not be used for control purposes.
 BH2860 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2860 ** area with valid NAVD 88 orthometric heights.
 BH2860 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2860 ** epoch indicated which incorporates improved geoid heights for the
 BH2860 ** Southern Louisiana Subsidence area.
 BH2860 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2860
 BH2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2860
 BH2860.The geoid height was determined by GEOID03.
 BH2860
 BH2860;                    North         East     Units Scale Factor Converg.
 BH2860;SPC LA S     -   199,379.349 1,150,295.814   MT  0.99993838   +0 46 52.4
 BH2860;SPC LA S     -   654,130.41  3,773,928.85   sFT  0.99993838   +0 46 52.4
 BH2860;UTM  16      - 3,354,115.222   233,476.566   MT  1.00047645   -1 23 54.3
 BH2860
 BH2860                          SUPERSEDED SURVEY CONTROL
 BH2860
 BH2860  NAD 83(1992)-  30 17 22.14600(N)    089 46 15.39480(W) AD(       ) 4
 BH2860  NAD 83(1986)-  30 17 22.15118(N)    089 46 15.39244(W) AD(       ) 4
 BH2860  NAD 27      -  30 17 21.43440(N)    089 46 15.18039(W) AD(       ) 3
 BH2860
 BH2860.Superseded values are not recommended for survey control.
 BH2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2860.See file dsdata.txt to determine how the superseded data were derived.
 BH2860
 BH2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3347754115(NAD 83)
 BH2860_MARKER: 53 = ELEVATED TANK
 BH2860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2860+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 BH2860
 BH2860  HISTORY     - Date     Condition        Report By
 BH2860  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2860  HISTORY     - 20050428 GOOD             USPSQD
 BH2860
 BH2860                          STATION DESCRIPTION
 BH2860
 BH2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2860'THE STATION IS THE CENTER OF THE TOP OF THE TANK. IT IS A SPHERICAL
 BH2860'SHAPED TANK PAINTED BLUE WITH THE LEGEND SLIDELL ON THE EAST SIDE.
 BH2860'THE OVERALL HEIGHT IS ABOUT 150 FEET.
 BH2860'
 BH2860'LOCATED IN THE NORTH SECTION OF SLIDELL ON THE NORTH SIDE OF COUNTY
 BH2860'ROUTE 1091.
 BH2860'
 BH2860'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 43,
 BH2860'GO NORTH ON HIGHWAY 11 FOR 1.25 MILES TO THE JUNCTION WITH COUNTY
 BH2860'ROUTE 1042. TURN RIGHT AND GO EAST ON COUNTY ROUTE 1042 FOR 0.55
 BH2860'MILE TO THE JUNCTION WITH COUNTY ROUTE 1091. TURN LEFT AND GO
 BH2860'NORTH ON ROUTE 1091 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 BH2860
 BH2860                          STATION RECOVERY (2005)
 BH2860
 BH2860'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH2860'LOCATION ON ROBERT BLVD. NEXT TO GUEST HOUSE INN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2868 ***********************************************************************
 BH2868  DESIGNATION -  SLIDELL MUNICIPAL TANK 1931
 BH2868  PID         -  BH2868
 BH2868  STATE/COUNTY-  LA/ST TAMMANY
 BH2868  USGS QUAD   -  SLIDELL (1994)
 BH2868
 BH2868                         *CURRENT SURVEY CONTROL
 BH2868  ___________________________________________________________________
 BH2868* NAD 83(1992)-  30 16 33.08930(N)    089 46 56.45347(W)     ADJUSTED  
 BH2868* NAVD 88     -                                                        
 BH2868  **This station is located in a subsidence area (see below).
 BH2868  ___________________________________________________________________
 BH2868  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BH2868  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH2868
 BH2868  HORZ ORDER  -  THIRD
 BH2868
 BH2868.The horizontal coordinates were established by classical geodetic methods
 BH2868.and adjusted by the National Geodetic Survey in May 1994..
 BH2868
 BH2868 ** The orthometric height has not been validated since last determined
 BH2868 ** by differential leveling and should not be used for control purposes.
 BH2868 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2868 ** area with valid NAVD 88 orthometric heights.
 BH2868 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2868 ** epoch indicated which incorporates improved geoid heights for the
 BH2868 ** Southern Louisiana Subsidence area.
 BH2868 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2868
 BH2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2868
 BH2868.The geoid height was determined by GEOID03.
 BH2868
 BH2868;                    North         East     Units Scale Factor Converg.
 BH2868;SPC LA S     -   197,854.324 1,149,219.238   MT  0.99993722   +0 46 31.8
 BH2868;SPC LA S     -   649,127.06  3,770,396.78   sFT  0.99993722   +0 46 31.8
 BH2868;UTM  16      - 3,352,631.436   232,342.160   MT  1.00048393   -1 24 12.9
 BH2868
 BH2868                          SUPERSEDED SURVEY CONTROL
 BH2868
 BH2868  NAD 83(1992)-  30 16 33.09529(N)    089 46 56.45241(W) AD(       ) 4
 BH2868  NAD 83(1986)-  30 16 33.10282(N)    089 46 56.44926(W) AD(       ) 4
 BH2868  NAD 27      -  30 16 32.40770(N)    089 46 56.22228(W) AD(       ) 3
 BH2868
 BH2868.Superseded values are not recommended for survey control.
 BH2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2868.See file dsdata.txt to determine how the superseded data were derived.
 BH2868
 BH2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3234252631(NAD 83)
 BH2868_MARKER: 53 = ELEVATED TANK
 BH2868
 BH2868  HISTORY     - Date     Condition        Report By
 BH2868  HISTORY     - 1931     FIRST OBSERVED   CGS
 BH2868  HISTORY     - 1952     GOOD             CGS
 BH2868  HISTORY     - 1955     GOOD             CGS
 BH2868  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 BH2868
 BH2868                          STATION DESCRIPTION
 BH2868
 BH2868'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2868'STATION RECOVERED IN GOOD CONDITION.
 BH2868'DESCRIPTION FOLLOWS--
 BH2868'
 BH2868'STATION IS LOCATED IN SLIDELL, ON FIRST STREET BETWEEN ERLANGER
 BH2868'AVENUE AND BOUS CAREN STREET. IT IS AN ELEVATED STEEL WATER TANK
 BH2868'APPROXIMATELY 130 FEET HIGH.
 BH2868
 BH2868                          STATION RECOVERY (1955)
 BH2868
 BH2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2868'THE STATION WAS RECOVERED IN GOOD CONDITION. THE RECOVERY NOTE BY
 BH2868'P.L.B. IN 1952, IS ADEQUATE.
 BH2868
 BH2868                          STATION RECOVERY (2005)
 BH2868
 BH2868'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH2868'DISMANTLED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2862 ***********************************************************************
 BH2862  DESIGNATION -  SLIDELL SCHNEIDER BRICK CO TK
 BH2862  PID         -  BH2862
 BH2862  STATE/COUNTY-  LA/ST TAMMANY
 BH2862  USGS QUAD   -  SLIDELL (1994)
 BH2862
 BH2862                         *CURRENT SURVEY CONTROL
 BH2862  ___________________________________________________________________
 BH2862* NAD 83(1992)-  30 16 16.22364(N)    089 47 21.25132(W)     ADJUSTED  
 BH2862* NAVD 88     -                                                        
 BH2862  **This station is located in a subsidence area (see below).
 BH2862  ___________________________________________________________________
 BH2862  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BH2862  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BH2862
 BH2862  HORZ ORDER  -  THIRD
 BH2862
 BH2862.The horizontal coordinates were established by classical geodetic methods
 BH2862.and adjusted by the National Geodetic Survey in May 1994..
 BH2862
 BH2862 ** The orthometric height has not been validated since last determined
 BH2862 ** by differential leveling and should not be used for control purposes.
 BH2862 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2862 ** area with valid NAVD 88 orthometric heights.
 BH2862 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2862 ** epoch indicated which incorporates improved geoid heights for the
 BH2862 ** Southern Louisiana Subsidence area.
 BH2862 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2862
 BH2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2862
 BH2862.The geoid height was determined by GEOID03.
 BH2862
 BH2862;                    North         East     Units Scale Factor Converg.
 BH2862;SPC LA S     -   197,326.099 1,148,563.558   MT  0.99993683   +0 46 19.4
 BH2862;SPC LA S     -   647,394.04  3,768,245.61   sFT  0.99993683   +0 46 19.4
 BH2862;UTM  16      - 3,352,128.247   231,666.499   MT  1.00048840   -1 24 24.8
 BH2862
 BH2862                          SUPERSEDED SURVEY CONTROL
 BH2862
 BH2862  NAD 83(1992)-  30 16 16.22913(N)    089 47 21.25041(W) AD(       ) 4
 BH2862  NAD 83(1986)-  30 16 16.23691(N)    089 47 21.24714(W) AD(       ) 4
 BH2862  NAD 27      -  30 16 15.53578(N)    089 47 21.02083(W) AD(       ) 3
 BH2862
 BH2862.Superseded values are not recommended for survey control.
 BH2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2862.See file dsdata.txt to determine how the superseded data were derived.
 BH2862
 BH2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3166652128(NAD 83)
 BH2862_MARKER: 53 = ELEVATED TANK
 BH2862
 BH2862  HISTORY     - Date     Condition        Report By
 BH2862  HISTORY     - 1953     FIRST OBSERVED   CGS
 BH2862  HISTORY     - 1955     GOOD             CGS
 BH2862  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 BH2862
 BH2862                          STATION DESCRIPTION
 BH2862
 BH2862'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BH2862'THE BRICK AND TILE CO. IS LOCATED AT THE SOUTHWEST EDGE OF SLIDELL
 BH2862'AND THE TANK IS AT THE SOUTHWEST EDGE OF THE PLANT. IT IS A 4 LEGGED
 BH2862'STEEL STRUCTURE SUPPORTING THE TANK PROPER. THE TANK HAS A FLAT
 BH2862'TOPPED ROOF AND THE OVERALL HEIGHT IS ABOUT 130 FEET.
 BH2862'
 BH2862'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
 BH2862'
 BH2862'PROBABLY THE SAME AS SLIDELL, STANDARD BRICK AND TILE CO., W.T.,
 BH2862'1931.
 BH2862
 BH2862                          STATION RECOVERY (1955)
 BH2862
 BH2862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2862'THE STATION WAS RECOVERED IN GOOD CONDITION. NOTE--THE SCHNEIDER
 BH2862'BRICK AND TILE CO. WATER TANK AND THE STANDARD BRICK AND TILE CO.
 BH2862'WATER TANK ARE THE SAME TANK. IT IS CURRENTLY KNOWN AS THE
 BH2862'SCHNEIDER BRICK AND TILE CO. WATER TANK. THE DESCRIPTION BY R.L.E.
 BH2862'IN 1953, IS ADEQUATE.
 BH2862
 BH2862                          STATION RECOVERY (2005)
 BH2862
 BH2862'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH2862'TANK WAS DISMANTLED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2867 ***********************************************************************
 BH2867  DESIGNATION -  SLIDELL SO BELL TEL MICROWAVE
 BH2867  PID         -  BH2867
 BH2867  STATE/COUNTY-  LA/ST TAMMANY
 BH2867  USGS QUAD   -  SLIDELL (1994)
 BH2867
 BH2867                         *CURRENT SURVEY CONTROL
 BH2867  ___________________________________________________________________
 BH2867* NAD 83(1992)-  30 16 28.11141(N)    089 47 00.09112(W)     ADJUSTED  
 BH2867* NAVD 88     -                                                        
 BH2867  **This station is located in a subsidence area (see below).
 BH2867  ___________________________________________________________________
 BH2867  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BH2867  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH2867
 BH2867  HORZ ORDER  -  THIRD
 BH2867
 BH2867.The horizontal coordinates were established by classical geodetic methods
 BH2867.and adjusted by the National Geodetic Survey in May 1994..
 BH2867
 BH2867 ** The orthometric height has not been validated since last determined
 BH2867 ** by differential leveling and should not be used for control purposes.
 BH2867 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2867 ** area with valid NAVD 88 orthometric heights.
 BH2867 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2867 ** epoch indicated which incorporates improved geoid heights for the
 BH2867 ** Southern Louisiana Subsidence area.
 BH2867 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2867
 BH2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2867
 BH2867.The geoid height was determined by GEOID03.
 BH2867
 BH2867;                    North         East     Units Scale Factor Converg.
 BH2867;SPC LA S     -   197,699.745 1,149,124.102   MT  0.99993710   +0 46 30.0
 BH2867;SPC LA S     -   648,619.91  3,770,084.66   sFT  0.99993710   +0 46 30.0
 BH2867;UTM  16      - 3,352,480.503   232,241.159   MT  1.00048459   -1 24 14.6
 BH2867
 BH2867                          SUPERSEDED SURVEY CONTROL
 BH2867
 BH2867  NAD 83(1992)-  30 16 28.11307(N)    089 47 00.09291(W) AD(       ) 4
 BH2867  NAD 83(1986)-  30 16 28.12614(N)    089 47 00.08674(W) AD(       ) 4
 BH2867  NAD 27      -  30 16 27.41995(N)    089 46 59.85903(W) AD(       ) 3
 BH2867
 BH2867.Superseded values are not recommended for survey control.
 BH2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2867.See file dsdata.txt to determine how the superseded data were derived.
 BH2867
 BH2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3224152481(NAD 83)
 BH2867_MARKER: 45 = MICROWAVE TOWER
 BH2867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2867+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 BH2867
 BH2867  HISTORY     - Date     Condition        Report By
 BH2867  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2867  HISTORY     - 20050428 GOOD             USPSQD
 BH2867
 BH2867                          STATION DESCRIPTION
 BH2867
 BH2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2867'STATION IS THE CENTER OF THE TOP OF THE TOWER. IT IS A 4 LEGGED SELF
 BH2867'SUPPORTED STEEL TOWER PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 BH2867'WHITE WITH A RED LIGHT ON THE WEST SIDE OF THE TOP OF THE TOWER.
 BH2867'THE OVERALL HEIGHT IS 250 FEET.
 BH2867'
 BH2867'LOCATED IN THE NORTH SECTION OF SLIDELL AND IS OWNED AND OPERATED BY
 BH2867'THE SOUTHERN BELL TELEPHONE COMPANY.
 BH2867'
 BH2867'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 43
 BH2867'GO NORTH ON HIGHWAY 11 FOR 0.55 MILE TO CAREY STREET. TURN RIGHT
 BH2867'AND GO SOUTHEAST ON CAREY STREET FOR 0.05 MILE TO THE TOWER ON THE
 BH2867'LEFT.
 BH2867
 BH2867                          STATION RECOVERY (2005)
 BH2867
 BH2867'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH2867'PAINT IS SCALING AND FADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3000 ***********************************************************************
 BK3000  DESIGNATION -  SLIM
 BK3000  PID         -  BK3000
 BK3000  STATE/COUNTY-  LA/ALLEN
 BK3000  USGS QUAD   -  LE BLANC (1994)
 BK3000
 BK3000                         *CURRENT SURVEY CONTROL
 BK3000  ___________________________________________________________________
 BK3000* NAD 83(1992)-  30 36 55.65717(N)    092 55 45.91334(W)     ADJUSTED  
 BK3000* NAVD 88     -        16.4    (meters)      54.     (feet)  VERTCON   
 BK3000  ___________________________________________________________________
 BK3000  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BK3000  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK3000
 BK3000  HORZ ORDER  -  FIRST
 BK3000
 BK3000.The horizontal coordinates were established by classical geodetic methods
 BK3000.and adjusted by the National Geodetic Survey in January 1993..
 BK3000
 BK3000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3000
 BK3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3000
 BK3000.The geoid height was determined by GEOID03.
 BK3000
 BK3000;                    North         East     Units Scale Factor Converg.
 BK3000;SPC LA S     -   235,556.943   846,966.174   MT  0.99998311   -0 47 53.0
 BK3000;SPC LA S     -   772,823.07  2,778,754.86   sFT  0.99998311   -0 47 53.0
 BK3000;UTM  15      - 3,386,988.669   506,764.846   MT  0.99960056   +0 02 09.4
 BK3000
 BK3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3000!SPC LA S     -   1.00000169  x   0.99998311  =   0.99998480
 BK3000!UTM  15      -   1.00000169  x   0.99960056  =   0.99960225
 BK3000
 BK3000|---------------------------------------------------------------------|
 BK3000| PID    Reference Object                     Distance      Geod. Az  |
 BK3000|                                                           dddmmss.s |
 BK3000| CW2336 SLIM RM 1                            30.620 METERS 07017     |
 BK3000| CW2337 SLIM RM 2                            29.852 METERS 18050     |
 BK3000| BK2998 LE BLANC TRANSCON GAS CO MAST       APPROX.11.1 KM 1873753.2 |
 BK3000| BK3029 REEVES                              APPROX.12.9 KM 2141722.1 |
 BK3000|---------------------------------------------------------------------|
 BK3000
 BK3000                          SUPERSEDED SURVEY CONTROL
 BK3000
 BK3000  NAD 83(1986)-  30 36 55.67684(N)    092 55 45.90607(W) AD(       ) 1
 BK3000  NAD 27      -  30 36 54.96334(N)    092 55 45.35931(W) AD(       ) 1
 BK3000  NGVD 29 (07/19/86)   16.4    (m)           54.     (f) VERT ANG       
 BK3000
 BK3000.Superseded values are not recommended for survey control.
 BK3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3000.See file dsdata.txt to determine how the superseded data were derived.
 BK3000
 BK3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0676586989(NAD 83)
 BK3000_MARKER: DS = TRIANGULATION STATION DISK
 BK3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3000
 BK3000  HISTORY     - Date     Condition        Report By
 BK3000  HISTORY     - 1974     MONUMENTED       NGS
 BK3000
 BK3000                          STATION DESCRIPTION
 BK3000
 BK3000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3000'STATION IS ABOUT 11 MILES NORTHWEST OF KINDER, 10 MILES WEST OF
 BK3000'OBERLIN, 9-1/2 MILES NORTHEAST OF REEVES, 8 MILES SOUTHEAST OF DRY
 BK3000'CREEK, 6 MILES SOUTH OF MITTIE, 1/4 MILE SOUTHEAST OF A BRIDGE OVER
 BK3000'THE WHISKEY CHITTO CREEK (ALSO KNOWN AS OUISKA CHITO CREEK), 1/10
 BK3000'MILE NORTH OF THE JUNCTION OF PARISH ROADS 1-38 AND 1-40, ALONG THE
 BK3000'WEST SIDE OF ROAD 1-38 AND ON PROPERTY OWNED BY FARM CRAFT
 BK3000'ASSOCIATE INC., POST OFFICE BOX 322, OAKDALE, LOUISIANA.  PHONE
 BK3000'NUMBER 335-1808.
 BK3000'
 BK3000'TO REACH THE STATION FROM THE POST OFFICE IN MITTIE, GO NORTHWEST ON
 BK3000'STATE HIGHWAY 26 FOR 1.45 MILES TO THE JUNCTION OF STATE HIGHWAY
 BK3000'1155.  TURN LEFT AND GO SOUTHERLY ON HIGHWAY 1155 FOR 3.65 MILES TO
 BK3000'A BRIDGE AND THE END OF HIGHWAY 1155.  CONTINUE SOUTHERLY ON A
 BK3000'PAVED ROAD FOR 3.7 MILES TO A T-JUNCTION.  TURN LEFT AND GO
 BK3000'SOUTHEASTERLY ON PARISH ROAD 1-40 FOR 0.35 MILE TO A BRIDGE OVER
 BK3000'THE WHISKEY CHITTO CREEK.  CONTINUE SOUTHEASTERLY ON ROAD 1-40 FOR
 BK3000'0.25 MILE TO THE JUNCTION OF PARISH ROAD 1-38.  TURN SHARP LEFT
 BK3000'AND GO NORTHERLY ON ROAD 1-38 FOR 0.1 MILE TO THE STATION ON THE
 BK3000'LEFT AS DESCRIBED.
 BK3000'
 BK3000'THE STATION MARKS ARE STANDARD DISKS STAMPED SLIM 1974.  THE SURFACE
 BK3000'MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND AND THE
 BK3000'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48
 BK3000'INCHES BELOW THE GROUND SURFACE.  THEY ARE 48 FEET NORTHWEST OF
 BK3000'CENTER OF PARISH ROAD 1-38, 45.5 FEET SOUTHEAST OF A 28-INCH PINE
 BK3000'TREE AND 6 FEET SOUTHWEST OF A METAL WITNESS POST.
 BK3000'
 BK3000'REFERENCE MARK 1, STAMPED SLIM NO 1 1974, IS A STANDARD DISK SET IN A
 BK3000'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 64 FEET SOUTHWEST
 BK3000'OF A 24-INCH PINE TREE AND 13 FEET SOUTHEAST OF CENTER OF ROAD 1-38.
 BK3000'
 BK3000'REFERENCE MARK 2, STAMPED SLIM NO 2 1974, IS A STANDARD DISK SET IN
 BK3000'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 28 FEET NORTH OF
 BK3000'A 28-INCH PINE TREE, 12 FEET SOUTHEAST OF CENTER OF ROAD 1-38 AND
 BK3000'1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 BK3000'
 BK3000'NOTE--NO SUITABLE PLACE WAS FOUND TO SET A REFERENCE MARK 3 (AZI).
 BK3000'
 BK3000'NEAREST TOWN--MITTIE.
 BK3000'
 BK3000'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0977 ***********************************************************************
 AT0977  DESIGNATION -  SMACK
 AT0977  PID         -  AT0977
 AT0977  STATE/COUNTY-  LA/ST BERNARD
 AT0977  USGS QUAD   -  OAK MOUND BAYOU (1994)
 AT0977
 AT0977                         *CURRENT SURVEY CONTROL
 AT0977  ___________________________________________________________________
 AT0977* NAD 83(1992)-  29 56 59.76613(N)    089 17 57.65284(W)     ADJUSTED  
 AT0977* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0977  ___________________________________________________________________
 AT0977  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AT0977  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AT0977
 AT0977  HORZ ORDER  -  THIRD
 AT0977
 AT0977.The horizontal coordinates were established by classical geodetic methods
 AT0977.and adjusted by the National Geodetic Survey in May 1994..
 AT0977
 AT0977.The orthometric height was scaled from a topographic map.
 AT0977
 AT0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0977
 AT0977.The geoid height was determined by GEOID03.
 AT0977
 AT0977;                    North         East     Units Scale Factor Converg.
 AT0977;SPC LA S     -   162,459.486 1,196,325.299   MT  0.99992614   +1 01 01.3
 AT0977;SPC LA S     -   533,002.50  3,924,943.92   sFT  0.99992614   +1 01 01.3
 AT0977;UTM  16      - 3,315,461.514   278,091.882   MT  1.00020759   -1 08 54.3
 AT0977
 AT0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0977!SPC LA S     -   1.00000412  x   0.99992614  =   0.99993026
 AT0977!UTM  16      -   1.00000412  x   1.00020759  =   1.00021171
 AT0977
 AT0977|---------------------------------------------------------------------|
 AT0977| PID    Reference Object                     Distance      Geod. Az  |
 AT0977|                                                           dddmmss.s |
 AT0977| DD8094 SMACK RM 1                           18.478 METERS 02131     |
 AT0977| DD8095 SMACK RM 2                           29.670 METERS 11700     |
 AT0977| AT0978 GRASS                               APPROX. 6.1 KM 3232759.7 |
 AT0977|---------------------------------------------------------------------|
 AT0977
 AT0977                          SUPERSEDED SURVEY CONTROL
 AT0977
 AT0977  NAD 83(1992)-  29 56 59.77493(N)    089 17 57.64745(W) AD(       ) 3
 AT0977  NAD 83(1986)-  29 56 59.77685(N)    089 17 57.64785(W) AD(       ) 3
 AT0977  NAD 27      -  29 56 59.05100(N)    089 17 57.49200(W) AD(       ) 3
 AT0977
 AT0977.Superseded values are not recommended for survey control.
 AT0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0977.See file dsdata.txt to determine how the superseded data were derived.
 AT0977
 AT0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7809215462(NAD 83)
 AT0977_MARKER: DS = TRIANGULATION STATION DISK
 AT0977_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0977_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0977
 AT0977  HISTORY     - Date     Condition        Report By
 AT0977  HISTORY     - 1934     MONUMENTED       CGS
 AT0977  HISTORY     - 1952     GOOD             CGS
 AT0977  HISTORY     - 1966     GOOD             CGS
 AT0977
 AT0977                          STATION DESCRIPTION
 AT0977
 AT0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AT0977'THE STATION IS IN THE MARSH S OF MISSISSIPPI SOUND, ABOUT 8.2 MILES S
 AT0977'OF THE MOUTH OF
 AT0977'JOHNSON BAYOU, 3.3 MILES N OF MARTIN BOX BAYOU, AND 3
 AT0977'MILES E OF THE E SHORE OF MUD
 AT0977'GRASS ISLAND, ON THE W SIDE OF A LONG
 AT0977'NARROW ISLAND LYING NE AND SW ABOUT 3.3 MILES
 AT0977'FROM S END OF THE
 AT0977'ISLAND, ON THE NE SHORE OF SHELL ISLAND LAKE, ON A POINT OF LAND
 AT0977'EXTENDING IN
 AT0977'A SE DIRECTION, 66.5 METERS SE OF NW SHORE LINE OF THE
 AT0977'POINT, 66.5 METERS NW OF SE
 AT0977'SHORE LINE OF POINT AND 270 METERS NE OF
 AT0977'THE EXTREME END OF THE POINT.
 AT0977'
 AT0977'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT0977'AT THE TOP OF
 AT0977'8-INCH TILES, WHICH ARE FASTENED BY MEANS OF CONCRETE
 AT0977'TO THE UPPER END OF LONG WOODEN
 AT0977'PILES DRIVEN INTO THE MARSH AND
 AT0977'PROJECTING 1 FOOT ABOVE THE SURFACE.
 AT0977'
 AT0977'ANGLE AT R.M. NO. 1, R.M. NO. 2 TO STATION 43 DEG 19 MIN 30.0 SEC.
 AT0977'
 AT0977'ANGLE AT R.M. NO.2, STATION TO R.M. NO. 1 41 DEG 11 MIN 30.0 SEC.
 AT0977'
 AT0977'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 AT0977
 AT0977                          STATION RECOVERY (1952)
 AT0977
 AT0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0977'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AT0977'DISTANCES TO
 AT0977'REFERENCE MARKS WERE MEASURED AND THE DISTANCE TO R.M.
 AT0977'2 WAS FOUND TO BE CORRECT.  THE
 AT0977'DISTANCE TO R.M.  1 WAS FOUND TO BE
 AT0977'28.478 METERS.  THE STATION IS NOW APPROXIMATELY
 AT0977'46 METERS E OF W
 AT0977'SHORELINE, 60 METERS NW OF SE SHORELINE, AND 250 METERS NE OF
 AT0977'EXTREME POINT OF
 AT0977'LAND.
 AT0977
 AT0977                          STATION RECOVERY (1966)
 AT0977
 AT0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AT0977'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AT0977'CONDITION.  A
 AT0977'METAL WITNESS POST WAS SET 2 FEET NORTH OF THE STATION
 AT0977'MARK.  THE 1934 DESCRIPTION IS
 AT0977'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3355 ***********************************************************************
 BJ3355  DESIGNATION -  SMITH
 BJ3355  PID         -  BJ3355
 BJ3355  STATE/COUNTY-  LA/WASHINGTON
 BJ3355  USGS QUAD   -  FRANKLINTON (1983)
 BJ3355
 BJ3355                         *CURRENT SURVEY CONTROL
 BJ3355  ___________________________________________________________________
 BJ3355* NAD 83(1992)-  30 46 12.15708(N)    090 13 41.03885(W)     ADJUSTED  
 BJ3355* NAVD 88     -        63.378  (meters)     207.93   (feet)  ADJUSTED  
 BJ3355  ___________________________________________________________________
 BJ3355  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BJ3355  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ3355  DYNAMIC HT  -          63.296 (meters)     207.66  (feet)  COMP
 BJ3355  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ3355
 BJ3355  HORZ ORDER  -  SECOND
 BJ3355  VERT ORDER  -  SECOND    CLASS I
 BJ3355
 BJ3355.The horizontal coordinates were established by classical geodetic methods
 BJ3355.and adjusted by the National Geodetic Survey in May 1994..
 BJ3355
 BJ3355.The orthometric height was determined by differential leveling
 BJ3355.and adjusted by the National Geodetic Survey in February 1994..
 BJ3355
 BJ3355.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3355
 BJ3355.The geoid height was determined by GEOID03.
 BJ3355
 BJ3355.The dynamic height is computed by dividing the NAVD 88
 BJ3355.geopotential number by the normal gravity value computed on the
 BJ3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3355.degrees latitude (g = 980.6199 gals.).
 BJ3355
 BJ3355.The modeled gravity was interpolated from observed gravity values.
 BJ3355
 BJ3355;                    North         East     Units Scale Factor Converg.
 BJ3355;SPC LA S     -   252,139.169 1,105,810.175   MT  1.00001565   +0 33 09.5
 BJ3355;SPC LA S     -   827,226.59  3,627,978.88   sFT  1.00001565   +0 33 09.5
 BJ3355;UTM  15      - 3,407,402.315   765,308.149   MT  1.00046839   +1 25 08.2
 BJ3355
 BJ3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3355!SPC LA S     -   0.99999435  x   1.00001565  =   1.00001000
 BJ3355!UTM  15      -   0.99999435  x   1.00046839  =   1.00046274
 BJ3355
 BJ3355:                Primary Azimuth Mark                     Grid Az
 BJ3355:SPC LA S     -  FRANKLINTON SO GAS RAD MAST              040 20 45.2
 BJ3355:UTM  15      -  FRANKLINTON SO GAS RAD MAST              039 28 46.5
 BJ3355
 BJ3355|---------------------------------------------------------------------|
 BJ3355| PID    Reference Object                     Distance      Geod. Az  |
 BJ3355|                                                           dddmmss.s |
 BJ3355| BJ4145 FRANKLINTON SO GAS RAD MAST         APPROX. 6.9 KM 0405354.7 |
 BJ3355| BJ3353 SMITH AZ MK                         APPROX. 2.3 KM 0422325.0 |
 BJ3355| BJ3354 SMITH RM 1                           18.945 METERS 04730     |
 BJ3355| BJ3356 SMITH RM 2                           14.923 METERS 29601     |
 BJ3355|---------------------------------------------------------------------|
 BJ3355
 BJ3355                          SUPERSEDED SURVEY CONTROL
 BJ3355
 BJ3355  NAD 83(1992)-  30 46 12.15786(N)    090 13 41.03851(W) AD(       ) 2
 BJ3355  NAD 83(1986)-  30 46 12.17189(N)    090 13 41.03569(W) AD(       ) 2
 BJ3355  NAD 27      -  30 46 11.50507(N)    090 13 40.72615(W) AD(       ) 2
 BJ3355  NGVD 29 (09/03/91)   63.40   (m)          208.0    (f) LEVELING    3  
 BJ3355
 BJ3355.Superseded values are not recommended for survey control.
 BJ3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3355.See file dsdata.txt to determine how the superseded data were derived.
 BJ3355
 BJ3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6530807402(NAD 83)
 BJ3355_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3355_SP_SET: CONCRETE POST
 BJ3355_STAMPING: SMITH 1970
 BJ3355_MARK LOGO: LADH  
 BJ3355_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3355_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3355+STABILITY: SURFACE MOTION
 BJ3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3355+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 BJ3355
 BJ3355  HISTORY     - Date     Condition        Report By
 BJ3355  HISTORY     - 1970     MONUMENTED       LADH
 BJ3355  HISTORY     - 1979     GOOD             LADTD
 BJ3355  HISTORY     - 1982     GOOD             LADTD
 BJ3355  HISTORY     - 19900409 GOOD             LADTD
 BJ3355
 BJ3355                          STATION DESCRIPTION
 BJ3355
 BJ3355'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ3355'THE STATION IS LOCATED 4.9 MILES WEST-SOUTHWEST OF JUNCTION STATE
 BJ3355'HIGHWAY 25 AND STATE HIGHWAY 16 AND 1.5 MILES EAST-NORTHEAST OF
 BJ3355'JUNCTION STATE HIGHWAY 16 AND STATE HIGHWAY 450, IN THE SOUTHEAST
 BJ3355'1/4 OF SECTION 19, T3S-R10E, AND ON PROPERTY OWNED BY MRS. HALL
 BJ3355'SMITH.  IT IS 99.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF STATE
 BJ3355'HIGHWAY 16, 50.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A
 BJ3355'CONCRETE BLOCK BUILDING (SHARPS GROCERY) 15.0 FEET WEST OF A POWER
 BJ3355'POLE WITH A NIGHT LIGHT, 9.0 FEET NORTHEAST OF A 16 INCH OAK TREE,
 BJ3355'AND 1.65 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 BJ3355'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK,
 BJ3355'STAMPED SMITH 1970 PROJECTING 2 INCHES.
 BJ3355'
 BJ3355'REFERENCE MARK NO. 1 IS 62.23 FEET NORTHEAST OF THE STATION.  IT IS
 BJ3355'SET IN A DRILL HOLE IN THE CONCRETE SLAB UNDER THE OVERHANG OF A
 BJ3355'CONCRETE BUILDING (SHARPS GROCERY) 89.0 FEET NORTH-NORTHWEST OF THE
 BJ3355'CENTER OF STATE HIGHWAY 16, 61.30 FEET WEST-SOUTHWEST OF A METAL
 BJ3355'WITNESS POST AND SIGN, 4.0 FEET NORTH OF THE NORTH END OF THE
 BJ3355'BUILDING, 1.6 FEET EAST OF THE WEST EDGE OF THE CONCRETE SLAB.
 BJ3355'IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BJ3355'SURVEY DISK STAMPED SMITH R.M. 1 1970, AND IS FLUSH WITH THE GROUND.
 BJ3355'
 BJ3355'REFERENCE MARK NO. 2 IS 48.87 FEET WEST OF THE STATION.  IT IS 89.9
 BJ3355'FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING
 BJ3355'(SHARPS GROCERY) 59.0 FEET EAST OF A POWER POLE, 56.0 FEET SOUTH OF
 BJ3355'THE CENTER OF STATE HIGHWAY 16, 48.0 FEET NORTHWEST OF WITNESS POST
 BJ3355'AT STATION, 5.0 FEET NORTH OF A 12 INCH OAK TREE.  IT IS A
 BJ3355'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK
 BJ3355'STAMPED SMITH R.M. 2 1970 PROJECTING 3 INCHES.
 BJ3355'
 BJ3355'THE AZIMUTH MARK IS 1.4 MILES NORTHEAST OF THE STATION.  IT IS 65.0
 BJ3355'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 16, 13 FEET WEST OF
 BJ3355'THE CENTER OF A FIELD ROAD, 1.8 FEET NORTHWEST OF A FENCE, AND 1.65
 BJ3355'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  MARK IS SET NEAR
 BJ3355'THE SOUTHEAST LOUISIANA AGRICULTURE EXPERIMENT STATION.  IT IS A
 BJ3355'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK
 BJ3355'STAMPED SMITH AZ. MK. 1970, PROJECTING 3 INCHES.
 BJ3355'
 BJ3355'TO REACH THE AZIMUTH MARK FROM STATION, DRIVE NORTHEAST ALONG STATE
 BJ3355'HIGHWAY 16 FOR 1.4 MILES, MARK IS SET ON RIGHT AND SOUTHEAST OF THE
 BJ3355'HIGHWAY ON A HILL.
 BJ3355'
 BJ3355'TO REACH THE STATION FROM THE SOUTHWEST END OF THE BOGUE CHITTA RIVER
 BJ3355'BRIDGE IN FRANKLINTON, DRIVE SOUTHWEST ALONG STATE HIGHWAY 25 FOR 2
 BJ3355'MILES TO JUNCTION WITH STATE HIGHWAY 16, THENCE WEST-SOUTHWEST
 BJ3355'ALONG STATE HIGHWAY 16 FOR 5 MILES TO STATION SET ON THE LEFT AND
 BJ3355'SOUTHWEST NEAR A GROCERY STORE.  (SHARPS GROCERY).
 BJ3355'
 BJ3355'INTERSECTION STATION IS 4.2 MILES NORTHEAST OF THE STATION.  IT IS
 BJ3355'THE SOUTHERN NATURAL GAS COMPANY RADIO MAST.
 BJ3355
 BJ3355                          STATION RECOVERY (1979)
 BJ3355
 BJ3355'RECOVERY NOTE BY LA TRANSP AND DEV 1979 (TLH)
 BJ3355'THE STATION WAS VISITED IN JUNE 1979 AND THE STATION MARK, REFERENCE
 BJ3355'MARK 1 AND REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BJ3355'CONDITION. THE 1970 DESCRIPTION IS ADEQUATE TO RECOVER ALL MARKS. THE
 BJ3355'AZIMUTH MARK WAS USED AS A TRAVERSE MARK ON THIS DATE.
 BJ3355'
 BJ3355'A DIFFERENCE OF 0.07 FEET WAS FOUND TO REFERENCE MARK 1. A DIFFERENCE
 BJ3355'OF 0.05 FEET WAS FOUND TO REFERENCE MARK 2. A DIFFERENCE OF 0.07 FEET
 BJ3355'WAS FOUND BETWEEN REFERENCE MARKS 1 AND 2 ON THIS DATE. THE ANGLES TO
 BJ3355'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK CHECKED ADEQUATE TO THE
 BJ3355'1970 DATA.
 BJ3355
 BJ3355                          STATION RECOVERY (1982)
 BJ3355
 BJ3355'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3355'11.7 KM (7.3 MI) SW FROM FRANKLINTON.
 BJ3355'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3355'OF FRANKLINTON, GO WEST ALONG STATE HIGHWAY 16 FOR 7.9 KM (4.9 MI) TO
 BJ3355'THE STATION ON THE LEFT NEAR A CONCRETE BLOCK BUILDING, 18.9 METERS
 BJ3355'(62 FT) SOUTHWEST OF REFERENCE MARK SMITH RM 1, 30.2 METERS (99 FT)
 BJ3355'SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 16, 15.4 METERS
 BJ3355'(50.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 BJ3355'BUILDING, 4.6 METERS (15 FT) WEST OF A POWER POLE WITH A NIGHT LIGHT,
 BJ3355'2.7 METERS (9 FT) NORTHEAST OF A 16-INCH OAK TREE.
 BJ3355'THE MARK IS 0.50 METERS  S FROM A WITNESS POST.
 BJ3355'THE MARK IS 0.90 M ABOVE LA 16.
 BJ3355
 BJ3355                          STATION RECOVERY (1990)
 BJ3355
 BJ3355'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3355'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF ENON AND
 BJ3355'10.9 KM (6.75 MI) SOUTHWEST OF FRANKLINTON, IN THE SOUTHEAST QUARTER
 BJ3355'OF SECTION 19, T 3 S, R 10 E.  OWNERSHIP--UNKNOWN. TO REACH THE
 BJ3355'STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25, ABOUT 3.2 KM
 BJ3355'(2.00 MI) SOUTH OF FRANKLINTON, GO WEST FOR 8.1 KM (5.05 MI) ON
 BJ3355'HIGHWAY 16 TO THE MARK ON THE LEFT, JUST WEST OF THE JUNCTION WITH
 BJ3355'PARISH ROAD NUMBER 19, SET NEAR AN ABANDONDED BLOCK BUILDING, 30.2 M
 BJ3355'(99.1 FT) SOUTH FROM THE CENTER OF THE HIGHWAY, 15.4 M (50.5 FT)
 BJ3355'NORTHWEST FROM THE SOUTHWEST CORNER THE BLOCK BUILDING, 4.6 M (15.1
 BJ3355'FT) WEST FROM A POWER POLE WITH A NIGHT NIGHT ATTACHED, 2.7 M (8.9 FT)
 BJ3355'NORTHEAST FROM A 61 CM (24 IN) OAK TREE AND 0.5 M (1.6 FT) SOUTH FROM
 BJ3355'A METAL WITNESS POST WITH SIGN ATTACHED. THE MARK IS FLUSH WITH THE
 BJ3355'GROUND AND ABOUT 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0876 ***********************************************************************
 AV0876  DESIGNATION -  SMITH
 AV0876  PID         -  AV0876
 AV0876  STATE/COUNTY-  LA/CAMERON
 AV0876  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0876
 AV0876                         *CURRENT SURVEY CONTROL
 AV0876  ___________________________________________________________________
 AV0876* NAD 83(1992)-  29 46 59.40625(N)    093 40 33.72675(W)     ADJUSTED  
 AV0876* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AV0876  ___________________________________________________________________
 AV0876  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AV0876  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AV0876
 AV0876  HORZ ORDER  -  SECOND
 AV0876
 AV0876.The horizontal coordinates were established by classical geodetic methods
 AV0876.and adjusted by the National Geodetic Survey in February 1996..
 AV0876
 AV0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0876
 AV0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0876
 AV0876.The geoid height was determined by GEOID03.
 AV0876
 AV0876;                    North         East     Units Scale Factor Converg.
 AV0876;SPC LA S     -   144,547.611   773,502.608   MT  0.99993292   -1 10 17.0
 AV0876;SPC LA S     -   474,236.62  2,537,733.14   sFT  0.99993292   -1 10 17.0
 AV0876;SPC TXSC     - 4,227,809.669 1,114,570.142   MT  0.99989374   +2 36 29.8
 AV0876;SPC TXSC     -13,870,738.89  3,656,718.87   sFT  0.99989374   +2 36 29.8
 AV0876;UTM  15      - 3,294,950.540   434,655.916   MT  0.99965268   -0 20 08.9
 AV0876
 AV0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0876!SPC LA S     -   1.00000410  x   0.99993292  =   0.99993702
 AV0876!SPC TXSC     -   1.00000410  x   0.99989374  =   0.99989784
 AV0876!UTM  15      -   1.00000410  x   0.99965268  =   0.99965678
 AV0876
 AV0876:                Primary Azimuth Mark                     Grid Az
 AV0876:SPC LA S     -  JOHNSONS BAYOU CAMERON TEL MST           119 05 50.7
 AV0876:SPC TXSC     -  JOHNSONS BAYOU CAMERON TEL MST           115 19 03.9
 AV0876:UTM  15      -  JOHNSONS BAYOU CAMERON TEL MST           118 15 42.6
 AV0876
 AV0876|---------------------------------------------------------------------|
 AV0876| PID    Reference Object                     Distance      Geod. Az  |
 AV0876|                                                           dddmmss.s |
 AV0876| AV0873 JOHNSONS BAYOU CAMERON TEL MST      APPROX. 5.1 KM 1175533.7 |
 AV0876| AV0868 JOHNSONS BAYOU G AMER OIL MAST      APPROX. 5.4 KM 1211302.2 |
 AV0876| AV0877 JOHNSONS BAYOU MOBIL OIL MAST       APPROX. 4.0 KM 1233205.4 |
 AV0876| CV9407 SMITH RM 3                           39.847 METERS 17408     |
 AV0876| CV9406 SMITH RM                             48.691 METERS 21640     |
 AV0876| CV9405 SMITH AZ MK                                        2621408.3 |
 AV0876|---------------------------------------------------------------------|
 AV0876
 AV0876                          SUPERSEDED SURVEY CONTROL
 AV0876
 AV0876  NAD 83(1992)-  29 46 59.40613(N)    093 40 33.72684(W) AD(       ) 2
 AV0876  NAD 83(1986)-  29 46 59.42901(N)    093 40 33.71076(W) AD(       ) 2
 AV0876  NAD 27      -  29 46 58.63170(N)    093 40 33.13760(W) AD(       ) 2
 AV0876  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AV0876
 AV0876.Superseded values are not recommended for survey control.
 AV0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0876.See file dsdata.txt to determine how the superseded data were derived.
 AV0876
 AV0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3465694951(NAD 83)
 AV0876_MARKER: DD = SURVEY DISK
 AV0876_SETTING: 0 = UNSPECIFIED SETTING
 AV0876
 AV0876  HISTORY     - Date     Condition        Report By
 AV0876  HISTORY     - 1933     MONUMENTED       USGS
 AV0876  HISTORY     - 1957     GOOD             CGS
 AV0876  HISTORY     - 1963     GOOD             CGS
 AV0876  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0876  HISTORY     - 20020207 MARK NOT FOUND   CHANCE
 AV0876  HISTORY     - 20031005 MARK NOT FOUND   USPSQD
 AV0876
 AV0876                          STATION DESCRIPTION
 AV0876
 AV0876'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0876'ON THE E END OF SMITHS RIDGE AND 700 FEET NE OF THE LAST
 AV0876'HOUSE ON THIS RIDGE IN FENCE CORNER AND AT EDGE OF MARSH.
 AV0876'
 AV0876'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0876'SMITH 1933.
 AV0876'
 AV0876'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0876'TABLET AND IS 160 FEET SW FROM STATION MARK.  S 36 DEG 32 MIN W.
 AV0876'
 AV0876'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0876'ELEVATED 60 FEET.
 AV0876
 AV0876                          STATION RECOVERY (1957)
 AV0876
 AV0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0876'THE STATION AND R.M. WERE RECOVERED IN GOOD CONDITION.
 AV0876'
 AV0876'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 AV0876
 AV0876                          STATION RECOVERY (1963)
 AV0876
 AV0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0876'THE STATION MARK AND REFERENCE MARK WAS RECOVERED AND FOUND
 AV0876'IN GOOD CONDITION.  A NEW REFERENCE MARK NO. 3 AND AZIMUTH
 AV0876'MARK WAS ESTABLISHED THIS DATE.  A NEW TO REACH AND DESCRIPTIONS
 AV0876'FOLLOWS.
 AV0876'
 AV0876'TO REACH THE STATION FROM JOHNSONS BAYOU SCHOOL, GO WESTERLY
 AV0876'ON STATE HIGHWAY 82 FOR 3.15 MILES TO A SIDE ROAD RIGHT, TURN
 AV0876'RIGHT AND GO NORTH ON SHELL ROAD FOR 3.22 MILES TO A SIDE
 AV0876'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 3.79 MILES TO THE
 AV0876'AZIMUTH MARK ON THE LEFT, CONTINUE ON FOR 0.78 MILES TO A
 AV0876'GATE AND HOUSE ON THE LEFT, CONTINUE THROUGH GATE AND BEAR
 AV0876'LEFT AND NORTH ACROSS OLD FIELD TO THE STATION AS DESCRIBED.
 AV0876'
 AV0876'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED SMITH (USGS)
 AV0876'3 1963, SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT, WHICH
 AV0876'PROJECTS 1 INCH ABOVE GROUND SURFACE.  IT IS 133.2 FEET WEST
 AV0876'OF WITNESS POST AND SIGN, 300 FEET WEST OF FENCE RUNNING
 AV0876'NORTH-EAST AND SOUTH-WEST.
 AV0876'
 AV0876'AZIMUTH MARK, A STANDARD DISK, STAMPED SMITH 1933, SET IN
 AV0876'THE TOP OF A 10-INCH CONCRETE MONUMENT, WHICH PROJECTS 3
 AV0876'INCHES ABOVE GROUND SURFACE.  IT IS 14.0 FEET SOUTH OF EAST
 AV0876'WEST FENCE LINE, 188 FEET NORTH OF CENTERLINE OF SHELL ROAD
 AV0876'AND 63 FEET NORTH OF POWERLINE POLE.
 AV0876
 AV0876                          STATION RECOVERY (1988)
 AV0876
 AV0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0876'MARK NOT FOUND.
 AV0876
 AV0876                          STATION RECOVERY (2002)
 AV0876
 AV0876'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 AV0876'STATION SMITH NOT FOUND.  SMITH RM 3 WAS RECOVERED IN GOOD CONDITION.
 AV0876
 AV0876                          STATION RECOVERY (2003)
 AV0876
 AV0876'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0876'AV0876 RM NOT FOUND
 AV0876'AV0876 RM3 NOT FOUND
 AV0876'AV0876 SMITH AZ MK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2419 ***********************************************************************
 BW2419  DESIGNATION -  SMITH
 BW2419  PID         -  BW2419
 BW2419  STATE/COUNTY-  LA/CONCORDIA
 BW2419  USGS QUAD   -  SPOKANE (1976)
 BW2419
 BW2419                         *CURRENT SURVEY CONTROL
 BW2419  ___________________________________________________________________
 BW2419* NAD 83(1992)-  31 44 59.31542(N)    091 26 20.94570(W)     ADJUSTED  
 BW2419* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 BW2419  ___________________________________________________________________
 BW2419  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BW2419  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2419
 BW2419  HORZ ORDER  -  FIRST
 BW2419
 BW2419.The horizontal coordinates were established by classical geodetic methods
 BW2419.and adjusted by the National Geodetic Survey in May 1994..
 BW2419
 BW2419.The orthometric height was scaled from a topographic map.
 BW2419
 BW2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2419
 BW2419.The geoid height was determined by GEOID03.
 BW2419
 BW2419;                    North         East     Units Scale Factor Converg.
 BW2419;SPC LA N     -   139,064.444 1,100,504.398   MT  0.99991901   +0 33 39.1
 BW2419;SPC LA N     -   456,247.26  3,610,571.51   sFT  0.99991901   +0 33 39.1
 BW2419;SPC MS W     -   249,940.520   595,227.331   MT  1.00008534   -0 34 55.0
 BW2419;SPC MS W     -   820,013.19  1,952,841.67   sFT  1.00008534   -0 34 55.0
 BW2419;UTM  15      - 3,513,764.337   647,837.625   MT  0.99986956   +0 49 17.3
 BW2419
 BW2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2419!SPC LA N     -   1.00000096  x   0.99991901  =   0.99991997
 BW2419!SPC MS W     -   1.00000096  x   1.00008534  =   1.00008630
 BW2419!UTM  15      -   1.00000096  x   0.99986956  =   0.99987052
 BW2419
 BW2419:                Primary Azimuth Mark                     Grid Az
 BW2419:SPC LA N     -  SMITH RM 1                               041 41 46.7
 BW2419:SPC MS W     -  SMITH RM 1                               042 50 20.8
 BW2419:UTM  15      -  SMITH RM 1                               041 26 08.5
 BW2419
 BW2419|---------------------------------------------------------------------|
 BW2419| PID    Reference Object                     Distance      Geod. Az  |
 BW2419|                                                           dddmmss.s |
 BW2419| CY5551 SMITH RM 1                                         0421525.8 |
 BW2419| CY5552 SMITH RM 2                           31.080 METERS 11836     |
 BW2419|---------------------------------------------------------------------|
 BW2419
 BW2419                          SUPERSEDED SURVEY CONTROL
 BW2419
 BW2419  NAD 83(1992)-  31 44 59.32876(N)    091 26 20.93909(W) AD(       ) 1
 BW2419  NAD 83(1986)-  31 44 59.32930(N)    091 26 20.94105(W) AD(       ) 1
 BW2419  NAD 27      -  31 44 58.74029(N)    091 26 20.51893(W) AD(       ) 1
 BW2419
 BW2419.Superseded values are not recommended for survey control.
 BW2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2419.See file dsdata.txt to determine how the superseded data were derived.
 BW2419
 BW2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR4783813764(NAD 83)
 BW2419_MARKER: DS = TRIANGULATION STATION DISK
 BW2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2419
 BW2419  HISTORY     - Date     Condition        Report By
 BW2419  HISTORY     - 1929     MONUMENTED       CGS
 BW2419  HISTORY     - 1936     GOOD             LAGS
 BW2419
 BW2419                          STATION DESCRIPTION
 BW2419
 BW2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2419'ABOUT 6 MILES S OF RAILWAY STATION AT WATERPROOF, 22.6 METERS
 BW2419'(74 FEET) NW OF CENTER LINE OF U.S. HIGHWAY 65, 57.9 METERS
 BW2419'(190 FEET) NE OF NE CORNER OF CHURCH ON NW SIDE OF ROAD, AND
 BW2419'11.73 METERS (38 FEET) NW OF NW FENCE LINE OF ROAD.
 BW2419'
 BW2419'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET
 BW2419'IN CONCRETE, EXCEPT THAT
 BW2419'A REFERENCE DISK WAS USED IN UPPER MARK, WHICH IS 18 INCHES BELOW
 BW2419'SURFACE.
 BW2419'
 BW2419'REFERENCE MARK NO. 1 IS ON SE SHOULDER OF ROAD, 6.1 METERS
 BW2419'(20 FEET) NW OF FENCE CORNER, 10.4 METERS (34 FEET) SW OF SW
 BW2419'EDGE OF WOOD BRIDGE OF ROAD LEADING SE FROM U.S. HIGHWAY 65,
 BW2419'4 METERS (13 FEET) SE OF CENTER LINE OF HIGHWAY 65, 0.82 METER
 BW2419'(2.7 FEET) NE OF NE CORNER OF CONCRETE CULVERT, AND ABOUT 1/4
 BW2419'MILE FROM STATION N 42 DEG 15 MIN E.
 BW2419'
 BW2419'REFERENCE MARK NO. 2 IS 8.5 METERS (28 FEET) SE OF CENTER LINE OF
 BW2419'U.S. HIGHWAY 65, AND 31.08 METERS (102.0 FEET) FROM STATION
 BW2419'S 61 DEG 25 MIN E.
 BW2419
 BW2419                          STATION RECOVERY (1936)
 BW2419
 BW2419'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BW2419'THE ORIGINAL DESCRIPTION FITS THIS STATION IN EVERY RESPECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2719 ***********************************************************************
 BX2719  DESIGNATION -  SMITH
 BX2719  PID         -  BX2719
 BX2719  STATE/COUNTY-  LA/RAPIDES
 BX2719  USGS QUAD   -  FOREST HILL (1993)
 BX2719
 BX2719                         *CURRENT SURVEY CONTROL
 BX2719  ___________________________________________________________________
 BX2719* NAD 83(1992)-  31 05 05.70149(N)    092 34 40.02514(W)     ADJUSTED  
 BX2719* NAVD 88     -        72.28   (+/-2cm)     237.1    (feet)  VERTCON   
 BX2719  ___________________________________________________________________
 BX2719  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BX2719  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX2719
 BX2719  HORZ ORDER  -  FIRST
 BX2719  VERT ORDER  -  THIRD ? (See Below)
 BX2719
 BX2719.The horizontal coordinates were established by classical geodetic methods
 BX2719.and adjusted by the National Geodetic Survey in January 1993..
 BX2719
 BX2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2719.The vertical order pertains to the NGVD 29 superseded value.
 BX2719
 BX2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2719
 BX2719.The geoid height was determined by GEOID03.
 BX2719
 BX2719;                    North         East     Units Scale Factor Converg.
 BX2719;SPC LA N     -    64,857.171   992,577.670   MT  1.00001954   -0 02 28.0
 BX2719;SPC LA N     -   212,785.57  3,256,481.91   sFT  1.00001954   -0 02 28.0
 BX2719;UTM  15      - 3,439,089.553   540,271.635   MT  0.99962000   +0 13 04.8
 BX2719
 BX2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2719!SPC LA N     -   0.99999286  x   1.00001954  =   1.00001240
 BX2719!UTM  15      -   0.99999286  x   0.99962000  =   0.99961286
 BX2719
 BX2719|---------------------------------------------------------------------|
 BX2719| PID    Reference Object                     Distance      Geod. Az  |
 BX2719|                                                           dddmmss.s |
 BX2719| BX1156 SMITH RM 3                           46.055 METERS 04723     |
 BX2719| BX2625 WOODWORTH SE STATE FIRE TOWER       APPROX.11.6 KM 0590851.8 |
 BX2719| BX2623 WOODWORTH STATE FIRE TWR            APPROX.11.7 KM 0591216.1 |
 BX2719| CY5555 SMITH RM 2                           68.400 METERS 06904     |
 BX2719| BX2617 FOREST HILL TENN GAS CO MICRO       APPROX. 8.4 KM 1084711.1 |
 BX2719| BX1154 SMITH AZ MK                                        1174619.3 |
 BX2719| BX2618 FOREST HILL LANGFORD TELE MAST      APPROX. 9.4 KM 1234827.1 |
 BX2719| BK2975 GLENMORA MUNICIPAL TANK             APPROX.12.1 KM 1830137.0 |
 BX2719| BK2976 GLENMORA FULLER LUM TALL STK        APPROX.11.8 KM 1874949.1 |
 BX2719| CY5553 SMITH AZ MK 2                                      3121608.1 |
 BX2719| CY5554 SMITH RM 1                           66.200 METERS 34206     |
 BX2719| BX1158 SMITH RM 4                           66.288 METERS 34207     |
 BX2719| BX2716 LONE OIL DERRICK NW GARDNER TR      APPROX.14.6 KM 3460921.3 |
 BX2719|---------------------------------------------------------------------|
 BX2719
 BX2719                          SUPERSEDED SURVEY CONTROL
 BX2719
 BX2719  NAD 83(1986)-  31 05 05.72100(N)    092 34 40.01935(W) AD(       ) 1
 BX2719  NAD 27      -  31 05 05.04304(N)    092 34 39.51638(W) AD(       ) 1
 BX2719  NGVD 29 (07/19/86)   72.26   (m)          237.1    (f) LEVELING    3  
 BX2719
 BX2719.Superseded values are not recommended for survey control.
 BX2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2719.See file dsdata.txt to determine how the superseded data were derived.
 BX2719
 BX2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4027239090(NAD 83)
 BX2719_MARKER: DS = TRIANGULATION STATION DISK
 BX2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2719
 BX2719  HISTORY     - Date     Condition        Report By
 BX2719  HISTORY     - 1934     MONUMENTED       CGS
 BX2719  HISTORY     - 1943     MARK NOT FOUND   USE
 BX2719  HISTORY     - 1956     MARK NOT FOUND   USGS
 BX2719  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BX2719  HISTORY     - 1969     GOOD             CGS
 BX2719  HISTORY     - 19990424 GOOD             USPSQD
 BX2719
 BX2719                          STATION DESCRIPTION
 BX2719
 BX2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2719'STATION IS LOCATED ABOUT 7 MILES N OF GLENMORA 4 MILES NW OF
 BX2719'FOREST HILL IN SE 1/4 SECTION 4, T 1 N, R 2 W ON CUT-OVER
 BX2719'PINE LAND OWNED BY B.E. SMITH OF ALEXANDRIA.
 BX2719'
 BX2719'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2719'BRONZE DISKS SET IN CONCRETE.
 BX2719'
 BX2719'REFERENCE MARK NO. 1 IS NW OF STATION 66.200 METERS, 217.19
 BX2719'FEET, 14 METERS S OF CENTER LINE OF GRAVELED ROAD.
 BX2719'
 BX2719'REFERENCE MARK NO. 2 IS NE OF STATION 68.400 METERS 224.41 FEET
 BX2719'12 METERS S OF GRAVELED HIGHWAY.
 BX2719'
 BX2719'AZIMUTH MARK IS E OF STATION 1-1/2 MILES, ON N SIDE OF GRAVELED
 BX2719'HIGHWAY, 8 METERS FROM CENTER LINE.
 BX2719'
 BX2719'TO REACH FROM LE COMPTE, GO SW ON GRAVELED ROAD 9 MILES TO
 BX2719'FOREST HILL.  CROSS RAILROAD TRACK TO NEW U.S. HIGHWAY 165,
 BX2719'THEN TURN N ABOUT 200 YARDS TO GRAVELED ROAD BEARING LEFT.
 BX2719'FOLLOW THIS ROAD NW, 4.3 MILES TO STATION.  MARK IS 200 FEET S
 BX2719'OF GRAVELED ROAD AND ON THE HIGHEST POINT IN IMMEDIATE VICINITY.
 BX2719'
 BX2719'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX2719
 BX2719                          STATION RECOVERY (1943)
 BX2719
 BX2719'RECOVERY NOTE BY US ENGINEERS 1943
 BX2719'STATION IS IN CAMP CLAIBORNE.  ALL REFERENCE MARKS HAVE BEEN
 BX2719'OBLITERATED AND THE RECOVERY PARTY WAS NOT ABLE TO LOCATE
 BX2719'THE STATION.
 BX2719'
 BX2719'AZIMUTH MARK RECOVERED IN GOOD CONDITION.  IT IS IN CAMP
 BX2719'CLAIBORNE ON KELLY STREET, 1 BLOCK W OF SOUTH FIRST STREET
 BX2719'IN THE NE CORNER OF THE INTERSECTION.
 BX2719
 BX2719                          STATION RECOVERY (1956)
 BX2719
 BX2719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BX2719'SURFACE MARK FOR THE STATION WAS NOT FOUND.  THE UNDERGROUND
 BX2719'MARK WAS NOT SEARCHED FOR.
 BX2719'
 BX2719'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE FOUND.  DURING
 BX2719'THE PERIOD THAT CAMP CLAIBORNE OCCUPIED THE AREA BUILDINGS
 BX2719'WERE BUILT AT THE STATION SITE.
 BX2719
 BX2719                          STATION RECOVERY (1960)
 BX2719
 BX2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BX2719'THE STATION WAS VISITED 1-26-60 AND THE SURFACE MARK WAS FOUND
 BX2719'DESTROYED.  THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.
 BX2719'THE SURFACE MARK WAS DESTROYED WHEN CAMP CLAIBORNE WAS
 BX2719'ESTABLISHED, A BARRACK WAS BUILT OVER THE MARK.  CAMP CLAIBORNE
 BX2719'NOW IS ABANDONED AND THE UNDERGROUND MARK WAS FOUND IN THE
 BX2719'NORTHEAST CORNER OF THE OLD BARRACK FOUNDATION 1 FOOT BELOW
 BX2719'THE GROUND LEVEL.  THE UNDERGROUND MARK WAS LOWERED IN ITS
 BX2719'ORIGINAL POSITION AND A NEW SURFACE MARK ESTABLISHED.
 BX2719'REFERENCE MARK NO. 1 WAS FOUND DISTURBED, THE DISK WAS STAMPED
 BX2719'NO. 4 AND RESET NEAR ITS ORIGINAL POSITION AND USED AS
 BX2719'REFERENCE MARK NO. 4.  REFERENCE MARK NO. 2 WAS FOUND
 BX2719'DESTROYED AT THIS DATE AND THE DISK WAS RECLAIMED.  REFERENCE
 BX2719'MARK NO. 3 WAS ESTABLISHED.  THE AZIMUTH MARK WAS FOUND IN FAIR
 BX2719'CONDITION, THE SOUTH SIDE OF THE MARK WAS EXPOSED ABOUT 2
 BX2719'FEET.  THE MARK COULD NOT BE RESET AT THIS DATE DUE TO TALL
 BX2719'TIMBER ON LINE.  A NEW DESCRIPTION FOLLOWS--
 BX2719'
 BX2719'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF FOREST HILL
 BX2719'AND 7 MILES NORTH OF GLENMORA, IN THE SOUTHEAST 1/4 OF SEC.
 BX2719'4, T 1 N, R 2 W.  IN THE NORTHWEST CORNER OF THE SITE OF OLD
 BX2719'CAMP CLAIBORNE, ALL THE BUILDINGS ARE TORN DOWN BUT THE STREETS
 BX2719'AND ROADS REMAIN, THE ENTRIE AREA IS PLANTED IN SMALL PINE TREES.
 BX2719'IT IS 197 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 112,
 BX2719'52 FEET SOUTH OF THE CENTER OF THE FIRST MACADAM STREET
 BX2719'SOUTH OF THE HIGHWAY, 488 FEET WEST OF THE CENTER OF A
 BX2719'NORTH-SOUTH CONCRETE STREET, 61.2 FEET WEST OF THE NORTHWEST
 BX2719'CORNER OF A CONCRETE FOUNDATION, 2 FEET SOUTH OF THE
 BX2719'PROJECTED PLANE OF THE NORTH EDGE OF THE ABOVE MENTIOND
 BX2719'FOUNDATION, AND 1.5 FEET SOUTH OF A METAL WITNESS POST
 BX2719'AND ABOUT 3 FEET LOWER THAN THE SURROUNDING AREA.  IT IS
 BX2719'A STANDARD DISK, STAMPED SMITH 1934, 1960, PROJECTING 4 INCHES
 BX2719'
 BX2719'REFERENCE MARK NO. 3 IS 151.10 FEET NORTHEAST OF THE STATION,
 BX2719'56 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 112, 1 FOOT
 BX2719'SOUTH OF A FENCE LINE, 146 FEET WEST OF AN 8-INCH PINE TREE, AND
 BX2719'1.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 BX2719'DISK, STAMPED SMITH NO 3 1934 1960, PROJECTING 6 INCHES.
 BX2719'
 BX2719'REFERENCE MARK NO. 4 IS 217.49 FEET NORTHWEST OF THE STATION
 BX2719'ABOUT 500 FEET EAST OF A CURVE IN THE HIGHWAY, 41 FEET SOUTH OF
 BX2719'THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTH OF THE RIGHT-OF-WAY
 BX2719'FENCE LINE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT
 BX2719'IS A STANDARD DISK, STAMPED SMITH NO 4 1934 1960, PROJECTING
 BX2719'6 INCHES.
 BX2719'
 BX2719'THE AZIMUTH MARK IS 1.5 MILE EAST OF THE STATION ON THE TOP
 BX2719'OF A HILL, 36 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 BX2719'112, 300 FEET EAST OF A CONCRETE ROAD LEADING NORTH, 141 FEET
 BX2719'SOUTH OF THE CENTER OF AN EAST-WEST STREET PARALLELING THE
 BX2719'HIGHWAY, SOUTH OF AND OPPOSITE THE 3RD ROW OF FOUNDATIONS EAST
 BX2719'OF THE CONCRETE ROAD LEADING NORTH.  IT IS A STANDARD DISK,
 BX2719'STAMPED SMITH AZI 1934, PROJECTING 6 INCHES ON THE NORTH,
 BX2719'EAST AND WEST SIDE AND 2 FEET ON THE SOUTH SIDE.
 BX2719'
 BX2719'TO REACH THE STATION FROM THE RAILROAD STATION IN FOREST HILL,
 BX2719'WHICH IS IN THE NORTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY
 BX2719'165 AND STATE HIGHWAY 112, GO NORTH ON U.S. HIGHWAY 165 FOR
 BX2719'2.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 112, TURN LEFT
 BX2719'AND GO WEST FOR 1.95 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 BX2719'CONTINUE WEST FOR 1.5 MILE TO THE TOP OF A SMALL HILL AND THE
 BX2719'STATION ON THE LEFT.
 BX2719
 BX2719                          STATION RECOVERY (1969)
 BX2719
 BX2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2719'(NO MEASUREMENT WAS MADE BETWEEN THE RMS DUE TO FENCE POST ON
 BX2719'LINE)
 BX2719'
 BX2719'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AS
 BX2719'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 BX2719'STILL INTACT BUT WILL PROBABLY BE LOST DUE TO EROSION AND
 BX2719'A NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE.
 BX2719'
 BX2719'A NEW DESCRIPTION FOLLOWS--
 BX2719'
 BX2719'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF FOREST
 BX2719'HILL AND 7 MILES NORTH OF GLENMORE, IN THE SOUTHEAST 1/4 OF
 BX2719'SECTION 4, T1N, R2W, IN THE NORTHWEST CORNER OF THE SITE
 BX2719'OF OLD CAMP CLAIRBORNE.  ALL THAT REMAINS OF THE CAMP IS
 BX2719'CONCRETE FOUNDATIONS AND PARTS OF THE STREETS.
 BX2719'
 BX2719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165
 BX2719'AND STATE HIGHWAY 112 IN FOREST HILL, GO NORTH ON U.S. HIGHWAY
 BX2719'165 AND STATE HIGHWAY 112 FOR 2.0 MILES TO THE JUNCTION OF U.S.
 BX2719'HIGHWAY 165 AND STATE HIGHWAY 112, TURN LEFT AND GO WEST ON
 BX2719'STATE HIGHWAY 112 FOR 1.7 MILE TO A REVERSE Y INTERSECTION,
 BX2719'TAKE RIGHT FORK AND CONTINUE ON STATE HIGHWAY 112 FOR 1.9 MILE
 BX2719'TO A TRACK ROAD LEFT. (CONTINUE AHEAD FOR 0.55 MILE TO THE
 BX2719'AZIMUTH MARK ON THE LEFT.) TURN LEFT AND PASS THROUGH GATE
 BX2719'FOR ABOUT 50 YARDS AND TURN RIGHT AND GO WEST FOR 0.05 MILE
 BX2719'TO THE STATION.
 BX2719'
 BX2719'STATION MARK IS A STANDARD DISK STAMPED, SMITH 1934 1960,
 BX2719'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2719'PROJECTS 4 INCHES.  IT IS 197 FEET SOUTH OF THE CENTER OF
 BX2719'STATE HIGHWAY 112, 157 FEET SOUTH OF A FENCE LINE, 60.7 FEET
 BX2719'WEST OF THE NORTHWEST CORNER OF A CONCRETE FOUNDATION 25 FEET
 BX2719'BY 100 FEET AND 1.0 FOOT SOUTH OF A METAL WITNESS POST WITH
 BX2719'A SIGN ATTACHED.
 BX2719'
 BX2719'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, SMITH NO 3 1934
 BX2719'1960, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2719'PROJECTS 3 INCHES.  IT IS 53.5 FEET SOUTH OF THE CENTER OF STATE
 BX2719'HIGHWAY 112, 19.5 FEET NORTHWEST OF 5 INCH PINE TREE, 1 FOOT
 BX2719'SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.6
 BX2719'FOOT SOUTH OF FENCE LINE.
 BX2719'
 BX2719'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, SMITH NO 4 1934 1960,
 BX2719'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2719'4 INCHES.  IT IS 40 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 BX2719'112, 5.2 FEET NORTH OF FENCE LINE, 1.0 FOOT SOUTH OF A METAL
 BX2719'WITNESS POST WITH A SIGN ATTACHED.
 BX2719'
 BX2719'AZIMUTH MARK IS A STANDARD DISK STAMPED, SMITH 1934 NO 2
 BX2719'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2719'PROJECTS 5 INCHES.  IT IS 44 FEET SOUTHWEST OF THE CENTER OF
 BX2719'STATE HIGHWAY 112, 23 FEET SOUTHEAST OF A 5 INCH PINE TREE,
 BX2719'7.5 FEET SOUTH WEST OF A FENCE AND 3.0 FEET SOUTH OF A METAL
 BX2719'WITNESS POST WITH A SIGN ATTACHED.
 BX2719'
 BX2719'HEIGHT OF LIGHT ABOVE STATION MARK 87.79 FEET.
 BX2719'
 BX2719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2719'4 MILES NORTHWEST OF FOREST HILL.
 BX2719
 BX2719                          STATION RECOVERY (1999)
 BX2719
 BX2719'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3053 ***********************************************************************
 BX3053  DESIGNATION -  SMITH
 BX3053  PID         -  BX3053
 BX3053  STATE/COUNTY-  LA/DE SOTO
 BX3053  USGS QUAD   -  UNION SPRINGS (1984)
 BX3053
 BX3053                         *CURRENT SURVEY CONTROL
 BX3053  ___________________________________________________________________
 BX3053* NAD 83(1992)-  31 51 02.27322(N)    093 46 54.50416(W)     ADJUSTED  
 BX3053* NAVD 88     -        88.6    (meters)     291.     (feet)  VERTCON   
 BX3053  ___________________________________________________________________
 BX3053  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BX3053  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX3053
 BX3053  HORZ ORDER  -  SECOND
 BX3053
 BX3053.The horizontal coordinates were established by classical geodetic methods
 BX3053.and adjusted by the National Geodetic Survey in February 1996..
 BX3053
 BX3053.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3053
 BX3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3053
 BX3053.The geoid height was determined by GEOID03.
 BX3053
 BX3053;                    North         East     Units Scale Factor Converg.
 BX3053;SPC LA N     -   150,468.428   878,695.200   MT  0.99991542   -0 40 39.7
 BX3053;SPC LA N     -   493,661.83  2,882,852.50   sFT  0.99991542   -0 40 39.7
 BX3053;UTM  15      - 3,524,145.823   426,033.688   MT  0.99966747   -0 24 45.3
 BX3053
 BX3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3053!SPC LA N     -   0.99999016  x   0.99991542  =   0.99990558
 BX3053!UTM  15      -   0.99999016  x   0.99966747  =   0.99965763
 BX3053
 BX3053|---------------------------------------------------------------------|
 BX3053| PID    Reference Object                     Distance      Geod. Az  |
 BX3053|                                                           dddmmss.s |
 BX3053| CV9246 SMITH RM 1                           13.106 METERS 09302     |
 BX3053| CV9245 SMITH AZ MK                                        1814825.2 |
 BX3053| BX3054 SMITH RM 2                           19.607 METERS 20016     |
 BX3053|---------------------------------------------------------------------|
 BX3053
 BX3053                          SUPERSEDED SURVEY CONTROL
 BX3053
 BX3053  NAD 83(1992)-  31 51 02.27535(N)    093 46 54.50301(W) AD(       ) 2
 BX3053  NAD 83(1986)-  31 51 02.28150(N)    093 46 54.50014(W) AD(       ) 2
 BX3053  NAD 27      -  31 51 01.67287(N)    093 46 53.83118(W) AD(       ) 2
 BX3053  NGVD 29 (07/19/86)   88.7    (m)          291.     (f) VERT ANG       
 BX3053
 BX3053.Superseded values are not recommended for survey control.
 BX3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3053.See file dsdata.txt to determine how the superseded data were derived.
 BX3053
 BX3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR2603424146(NAD 83)
 BX3053_MARKER: DD = SURVEY DISK
 BX3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3053
 BX3053  HISTORY     - Date     Condition        Report By
 BX3053  HISTORY     - 1971     MONUMENTED       LADH
 BX3053  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BX3053
 BX3053                          STATION DESCRIPTION
 BX3053
 BX3053'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX3053'THE STATION IS LOCATED 14 MILES SOUTH-SOUTHWEST OF MANSFIELD, 10
 BX3053'MILES SOUTHEAST OF STANLEY AND 10.5 MILES SOUTHWEST OF OXFORD, IN
 BX3053'THE SOUTHWEST 1/4 OF SECTION 14, T10N, R14W, AND ON THE PROPERTY
 BX3053'OWNED BY MURRY H.SMITH, ADDRESS 407 HIGH SCHOOL STREET, MANSFIELD,
 BX3053'TELEPHONE 872-4776.
 BX3053'
 BX3053'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 84 SOUTH AND
 BX3053'U. S. HIGHWAY 171 SOUTH IN MANSFIELD, DRIVE SOUTHWEST ALONG U. S.
 BX3053'HIGHWAY 84 FOR 5 MILES TO ITS JUNCTION WITH STATE HIGHWAY 481 ON
 BX3053'THE LEFT, TURN LEFT ON STATE HIGHWAY 481 AND GO SOUTH FOR 9.6 MILES
 BX3053'TO THE STATION WHICH IS SET ON THE LEFT AND EAST OF THE HIGHWAY
 BX3053'NEAR A HOUSE AND A FENCE.
 BX3053'
 BX3053'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG STATE
 BX3053'HIGHWAY 481 FOR 0.4 MILE TO A RIGHT ANGLE TURN.  THE MARK IS SET TO
 BX3053'THE SOUTH OF THE HIGHWAY NEAR A RIGHT-OF-WAY MARKER AND A FENCE.
 BX3053'
 BX3053'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3053'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3053'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3053'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3053'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3053'STAMPED SMITH 1971.  THE MARK IS 85 FEET NORTH-NORTHWEST OF THE
 BX3053'NORTHWEST CORNER OF A HOUSE, 60 FEET NORTH-NORTHEAST OF A WATER
 BX3053'PUMP AND WELL, 53 FEET EAST-NORTHEAST OF THE CENTER OF STATE
 BX3053'HIGHWAY 481, 12 FEET EAST OF A METAL WITNESS POST AND SIGN, AND
 BX3053'2.5 FEET SOUTH OF A FENCE.
 BX3053'
 BX3053'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3053'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3053'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3053'STAMPED SMITH R. M. 1 1971.  IT IS 96 FEET EAST-NORTHEAST OF THE
 BX3053'CENTER OF STATE HIGHWAY 481, 88 FEET NORTHEAST OF A WATER PUMP
 BX3053'AND WELL, 72 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE, AND 3
 BX3053'FEET SOUTH OF A FENCE.
 BX3053'
 BX3053'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3053'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3053'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3053'STAMPED SMITH R. M. 2 1971.  IT IS 82 FEET NORTHWEST OF THE CENTER
 BX3053'OF A METAL FIELD GATE, 33 FEET EAST OF THE CENTER OF STATE HIGHWAY
 BX3053'481, 26 FEET NORTH OF AN 18 INCH PINE TREE, AND 8.5 FEET SOUTHEAST
 BX3053'OF A WATER PUMP AND WELL.
 BX3053'
 BX3053'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3053'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3053'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3053'STAMPED SMITH AZ. MK. 1971.  IT IS 55 FEET SOUTH OF THE CENTER OF
 BX3053'STATE HIGHWAY 481, 45 FEET WEST-SOUTHWEST OF THE CENTER OF A
 BX3053'GRAVEL ROAD, 15 FEET WEST OF THE CENTER OF A FIELD GATE, 5.5 FEET
 BX3053'NORTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, AND 2 FEET
 BX3053'NORTH OF A METAL WITNESS POST AND SIGN.
 BX3053'
 BX3053'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX3053
 BX3053                          STATION RECOVERY (1997)
 BX3053
 BX3053'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5227 ***********************************************************************
 BJ5227  DESIGNATION -  SMITH 1919
 BJ5227  PID         -  BJ5227
 BJ5227  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5227  USGS QUAD   -  INNIS (1994)
 BJ5227
 BJ5227                         *CURRENT SURVEY CONTROL
 BJ5227  ___________________________________________________________________
 BJ5227* NAD 83(1992)-  30 55 53.13764(N)    091 39 31.48925(W)     ADJUSTED  
 BJ5227* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 BJ5227  ___________________________________________________________________
 BJ5227  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BJ5227  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ5227
 BJ5227  HORZ ORDER  -  FIRST
 BJ5227
 BJ5227.The horizontal coordinates were established by classical geodetic methods
 BJ5227.and adjusted by the National Geodetic Survey in January 1993..
 BJ5227
 BJ5227.The orthometric height was scaled from a topographic map.
 BJ5227
 BJ5227.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5227
 BJ5227.The geoid height was determined by GEOID03.
 BJ5227
 BJ5227;                    North         East     Units Scale Factor Converg.
 BJ5227;SPC LA S     -   269,565.760   968,897.646   MT  1.00005741   -0 09 45.8
 BJ5227;SPC LA S     -   884,400.33  3,178,791.69   sFT  1.00005741   -0 09 45.8
 BJ5227;SPC MS W     -   159,427.700   573,327.820   MT  1.00014786   -0 40 52.9
 BJ5227;SPC MS W     -   523,055.71  1,880,993.02   sFT  1.00014786   -0 40 52.9
 BJ5227;SPC LA N     -    48,148.537 1,080,404.830   MT  1.00006166   +0 26 41.2
 BJ5227;SPC LA N     -   157,967.33  3,544,628.18   sFT  1.00006166   +0 26 41.2
 BJ5227;UTM  15      - 3,422,773.404   628,141.234   MT  0.99980255   +0 41 22.3
 BJ5227
 BJ5227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5227!SPC LA S     -   1.00000112  x   1.00005741  =   1.00005853
 BJ5227!SPC MS W     -   1.00000112  x   1.00014786  =   1.00014899
 BJ5227!SPC LA N     -   1.00000112  x   1.00006166  =   1.00006278
 BJ5227!UTM  15      -   1.00000112  x   0.99980255  =   0.99980367
 BJ5227
 BJ5227|---------------------------------------------------------------------|
 BJ5227| PID    Reference Object                     Distance      Geod. Az  |
 BJ5227|                                                           dddmmss.s |
 BJ5227| BJ5231 150/D                                51.929 METERS 26454     |
 BJ5227| BJ5228 RED RIVER                           APPROX. 3.0 KM 3475600.8 |
 BJ5227|---------------------------------------------------------------------|
 BJ5227
 BJ5227                          SUPERSEDED SURVEY CONTROL
 BJ5227
 BJ5227  NAD 83(1986)-  30 55 53.15481(N)    091 39 31.48360(W) AD(       ) 1
 BJ5227  NAD 27      -  30 55 52.50484(N)    091 39 31.05628(W) AD(       ) 1
 BJ5227
 BJ5227.Superseded values are not recommended for survey control.
 BJ5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5227.See file dsdata.txt to determine how the superseded data were derived.
 BJ5227
 BJ5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2814122773(NAD 83)
 BJ5227_MARKER: DS = TRIANGULATION STATION DISK
 BJ5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5227+STABILITY: SURFACE MOTION
 BJ5227
 BJ5227  HISTORY     - Date     Condition        Report By
 BJ5227  HISTORY     - 1919     MONUMENTED       CGS
 BJ5227  HISTORY     - 1935     GOOD             CGS
 BJ5227  HISTORY     - 1937     GOOD             LAGS
 BJ5227  HISTORY     - 1957     GOOD             CGS
 BJ5227
 BJ5227                          STATION DESCRIPTION
 BJ5227
 BJ5227'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BJ5227'ON TOP OF LEVEE IN FRONT OF HOUSE OCCUPIED BY T. SMITH, ABOUT
 BJ5227'4-1/2 MILES E OF THE TOWN OF TORRAS.
 BJ5227'
 BJ5227'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BJ5227'IN CONCRETE.
 BJ5227'
 BJ5227'B.M. 150/D MISSISSIPPI RIVER COMMISSION, IS 51.93 METERS
 BJ5227'(170.4 FEET) FROM STATION S 84 DEG 54 MIN W.
 BJ5227
 BJ5227                          STATION RECOVERY (1935)
 BJ5227
 BJ5227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BJ5227'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  ON TOP OF
 BJ5227'LEVEE, IN FRONT OF HOUSE ON W SIDE OF HIGHWAY OCCUPIED BY MR.
 BJ5227'T. SMITH ABOUT 4-1/2 MILES E OF TORRAS.  STATION MARK IS STAMPED
 BJ5227'SMITH 1919.
 BJ5227'
 BJ5227'REFERENCE MARK NO. 1 U.S. ENGINEER B.M. IRON PIPE, NO. 150/D
 BJ5227'(M.R.C.) IS IN FRONT YARD NEAR SE CORNER OF HOUSE, AND IS 51.93
 BJ5227'METERS (170.4 FEET) S 84 DEG 54 MIN W. REFERENCE MARKS
 BJ5227'ARE STAMPED SMITH 1919.
 BJ5227'
 BJ5227'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BJ5227'A 14-BY 14-BY 30-INCH CONCRETE PIER ON TOP OF LEVEE N OF STATION
 BJ5227'AND IS 29.71 METERS (97.47 FEET) FROM STATION N 12 DEG 48 MIN W.
 BJ5227'
 BJ5227'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 56.505 METERS
 BJ5227'(185.38 FEET) S 53 DEG 20 MIN W.
 BJ5227
 BJ5227                          STATION RECOVERY (1937)
 BJ5227
 BJ5227'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BJ5227'ORIGINAL DESCRIPTION LACKING DETAIL.  STATION IS LOCATED
 BJ5227'APPROXIMATELY 4.25 MILES S OF TORRAS AND 2.3 MILES E OF
 BJ5227'LETTSWORTH, ON RIGHT DESCENDING BANK OF MISSISSIPPI RIVER.  MARK
 BJ5227'IS APPROXIMATELY 400 FEET ESE OF TIN-ROOFED HOUSE OWNED BY
 BJ5227'A.J. MONTFORT, ON TOP OF RIVER LEVEE, 163 FEET W OF SE CORNER
 BJ5227'OF MONTFORT FARM LOT.  LOT IS DOTTED WITH SEVERAL LARGE PECAN
 BJ5227'TREES.  STATION IS 0.3 MILE N OF A DIPPING VAT, 0.45 MILE N
 BJ5227'OF A SHALLOW LAGOON ON W SIDE OF HIGHWAY, AND IS 191.2 FEET
 BJ5227'ENE OF P.B.M. 150/D.
 BJ5227'
 BJ5227'REFERENCE MARK NO. 1 NOT FOUND.  REFERENCE MARK NO. 2 (1935) IS
 BJ5227'LOCATED 97.55 FEET N OF STATION.  NO AZIMUTH MARK WAS FOUND.
 BJ5227'
 BJ5227'STATION MARK APPEARED TO HAVE BEEN TILTED SEVERAL YEARS AGO,
 BJ5227'BUT IS IN GOOD CONDITION.
 BJ5227'
 BJ5227'TO REACH STATION FROM RAILROAD STATION AT INNES, FOLLOW GRAVEL
 BJ5227'ROAD (NO NUMBER) E FOR 0.6 MILE TO RIVER ROAD, LOUISIANA
 BJ5227'HIGHWAY 49, THENCE N ON STATE HIGHWAY 49, FOR 3.87 MILES TO
 BJ5227'MARK ON TOP OF LEVEE.
 BJ5227
 BJ5227                          STATION RECOVERY (1957)
 BJ5227
 BJ5227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5227'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BJ5227'
 BJ5227'THE PUBLISHED DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION
 BJ5227'FOLLOWS--
 BJ5227'
 BJ5227'THE STATION IS LOCATED ON THE WEST BANK OF THE MISSISSIPPI
 BJ5227'RIVER IN POINTE COUPEE PARISH, LA. ABOUT 0.25 MILES ABOVE
 BJ5227'SMITH LANDING, ABOUT 0.25 MILES FROM RIVER BANK, ON TOP OF
 BJ5227'LEVEE NEAREST RIVER, 0.45 MILES NORTH OF LAGOON ON WEST SIDE
 BJ5227'OF ROAD, AND IS 191.2 FEET EAST-NORTHEAST OF P.B.M. 150/D.
 BJ5227'
 BJ5227'A STANDARD DISK SET IN TOP OF A CONCRETE MONUMENT PROJECTING
 BJ5227'3 INCHES AND STAMPED SMITH 1919.
 BJ5227'
 BJ5227'R.M. 2 IS 97.41 FEET NORTH OF STATION ON TOP OF LEVEE, IT IS
 BJ5227'A STANDARD DISK SET IN TOP OF CONCRETE MONUMENT PROJECTING
 BJ5227'3 INCHES AND STAMPED SMITH R.M. 2 1919, 1929.
 BJ5227'
 BJ5227'TO REACH FROM THE INTERSECTION OF HWY 1 AND 418 FOLLOW HWY 418
 BJ5227'EAST AND NORTH 3.6 MILES TO RAMP TO TOP OF LEVEE, WHERE TWO
 BJ5227'LEVEES INTERSECT, FOLLOW ALONG WEST SIDE OF THE EAST LEVEE
 BJ5227'1.2 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1154 ***********************************************************************
 BX1154  DESIGNATION -  SMITH AZ MK
 BX1154  PID         -  BX1154
 BX1154  STATE/COUNTY-  LA/RAPIDES
 BX1154  USGS QUAD   -  FOREST HILL (1993)
 BX1154
 BX1154                         *CURRENT SURVEY CONTROL
 BX1154  ___________________________________________________________________
 BX1154* NAD 83(1986)-  31 04 27.     (N)    092 33 15.     (W)     SCALED    
 BX1154* NAVD 88     -        70.63   (+/-2cm)     231.7    (feet)  VERTCON   
 BX1154  ___________________________________________________________________
 BX1154  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BX1154
 BX1154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1154
 BX1154.The horizontal coordinates were scaled from a topographic map and have
 BX1154.an estimated accuracy of +/- 6 seconds.
 BX1154
 BX1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1154.The vertical order pertains to the NGVD 29 superseded value.
 BX1154
 BX1154.The geoid height was determined by GEOID03.
 BX1154
 BX1154;                    North         East    Units  Estimated Accuracy
 BX1154;SPC LA N     -    63,660.      994,830.      MT  (+/- 180 meters Scaled)
 BX1154
 BX1154                          SUPERSEDED SURVEY CONTROL
 BX1154
 BX1154  NGVD 29 (??/??/??)   70.608  (m)          231.65   (f) ADJUSTED    2 0
 BX1154
 BX1154.Superseded values are not recommended for survey control.
 BX1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1154.See file dsdata.txt to determine how the superseded data were derived.
 BX1154
 BX1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ425379(NAD 83)
 BX1154_MARKER: DZ = AZIMUTH MARK DISK
 BX1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1154_STAMPING: SMITH AZI 1934
 BX1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1154+STABILITY: SURFACE MOTION
 BX1154
 BX1154  HISTORY     - Date     Condition        Report By
 BX1154  HISTORY     - 1934     MONUMENTED       CGS
 BX1154  HISTORY     - 1961     GOOD             CGS
 BX1154  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1154
 BX1154                          STATION DESCRIPTION
 BX1154
 BX1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1154'4.2 MI NW FROM FOREST HILL.
 BX1154'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1154'STATION AT FOREST HILL, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 112,
 BX1154'IN SECTION 10, T 1 N, R 2 W, 153 YARDS WEST OF THE CENTER OF THE
 BX1154'JUNCTION OF THE HIGHWAY AND A PAVED ROAD LEADING WEST INTO ABANDONED
 BX1154'CAMP CLAIBORNE TRAINING CAMP, 36 FEET NORTHEAST OF THE CENTER LINE OF
 BX1154'THE HIGHWAY, 226 FEET NORTHWEST OF A LONE 14-INCH PINE TREE, AND SET
 BX1154'IN THE TOP OF A CONCRETE POST PROJECTING 3 FEET.
 BX1154
 BX1154                          STATION RECOVERY (1999)
 BX1154
 BX1154'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3353 ***********************************************************************
 BJ3353  FBN         -  This is a Federal Base Network Control Station.
 BJ3353  DESIGNATION -  SMITH AZ MK
 BJ3353  PID         -  BJ3353
 BJ3353  STATE/COUNTY-  LA/WASHINGTON
 BJ3353  USGS QUAD   -  FRANKLINTON (1983)
 BJ3353
 BJ3353                         *CURRENT SURVEY CONTROL
 BJ3353  ___________________________________________________________________
 BJ3353* NAD 83(1992)-  30 47 07.16331(N)    090 12 42.87833(W)     ADJUSTED  
 BJ3353* NAVD 88     -        71.750  (meters)     235.40   (feet)  ADJUSTED  
 BJ3353  ___________________________________________________________________
 BJ3353  X           -     -20,283.661 (meters)                     COMP
 BJ3353  Y           -  -5,484,211.758 (meters)                     COMP
 BJ3353  Z           -   3,245,492.096 (meters)                     COMP
 BJ3353  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BJ3353  ELLIP HEIGHT-          44.33  (meters)          (06/20/00) GPS OBS
 BJ3353  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ3353  DYNAMIC HT  -          71.656 (meters)     235.09  (feet)  COMP
 BJ3353  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3353
 BJ3353  HORZ ORDER  -  B
 BJ3353  VERT ORDER  -  SECOND    CLASS I
 BJ3353  ELLP ORDER  -  THIRD     CLASS I
 BJ3353
 BJ3353.The horizontal coordinates were established by GPS observations
 BJ3353.and adjusted by the National Geodetic Survey in September 1992..
 BJ3353
 BJ3353.The orthometric height was determined by differential leveling
 BJ3353.and adjusted by the National Geodetic Survey in February 1994..
 BJ3353.WARNING-GPS observations at this control monument resulted in a GPS
 BJ3353.derived orthometric height which differed from the leveled height by
 BJ3353.more than one decimeter (0.1 meter).
 BJ3353
 BJ3353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3353
 BJ3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3353
 BJ3353.The ellipsoidal height was determined by GPS observations
 BJ3353.and is referenced to NAD 83.
 BJ3353
 BJ3353.The geoid height was determined by GEOID03.
 BJ3353
 BJ3353.The dynamic height is computed by dividing the NAVD 88
 BJ3353.geopotential number by the normal gravity value computed on the
 BJ3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3353.degrees latitude (g = 980.6199 gals.).
 BJ3353
 BJ3353.The modeled gravity was interpolated from observed gravity values.
 BJ3353
 BJ3353;                    North         East     Units Scale Factor Converg.
 BJ3353;SPC LA S     -   253,848.117 1,107,340.177   MT  1.00001926   +0 33 38.6
 BJ3353;SPC LA S     -   832,833.36  3,632,998.56   sFT  1.00001926   +0 33 38.6
 BJ3353;UTM  15      - 3,409,135.000   766,812.811   MT  1.00047826   +1 25 40.3
 BJ3353
 BJ3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3353!SPC LA S     -   0.99999304  x   1.00001926  =   1.00001230
 BJ3353!UTM  15      -   0.99999304  x   1.00047826  =   1.00047130
 BJ3353
 BJ3353                          SUPERSEDED SURVEY CONTROL
 BJ3353
 BJ3353  ELLIP H (09/10/92)   44.44   (m)                       GP(       ) 4 1
 BJ3353  NAD 83(1986)-  30 47 07.18020(N)    090 12 42.87423(W) AD(       ) 2
 BJ3353  NAVD 88 (08/12/94)   71.75   (m)          235.4    (f) LEVELING    3  
 BJ3353  NGVD 29 (09/03/91)   71.77   (m)          235.5    (f) LEVELING    3  
 BJ3353
 BJ3353.Superseded values are not recommended for survey control.
 BJ3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3353.See file dsdata.txt to determine how the superseded data were derived.
 BJ3353
 BJ3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6681309135(NAD 83)
 BJ3353_MARKER: DD = SURVEY DISK
 BJ3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3353_SP_SET: CONCRETE POST
 BJ3353_STAMPING: SMITH. AZ. MK. 197O
 BJ3353_MARK LOGO: CGS+SS
 BJ3353_PROJECTION: FLUSH
 BJ3353_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3353+STABILITY: SURFACE MOTION
 BJ3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3353+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1998
 BJ3353
 BJ3353  HISTORY     - Date     Condition        Report By
 BJ3353  HISTORY     - 1970     MONUMENTED       LADH
 BJ3353  HISTORY     - 1979     GOOD             LADTD
 BJ3353  HISTORY     - 1982     GOOD             LADTD
 BJ3353  HISTORY     - 19900409 GOOD             LADTD
 BJ3353  HISTORY     - 19910829 GOOD             LADTD
 BJ3353  HISTORY     - 19920302 GOOD
 BJ3353  HISTORY     - 19930506 GOOD
 BJ3353  HISTORY     - 19980213 GOOD             NGS
 BJ3353  HISTORY     - 19980305 GOOD             NGS
 BJ3353
 BJ3353                          STATION DESCRIPTION
 BJ3353
 BJ3353'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3353'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17, T3S,
 BJ3353'R10E, OWNERSHIP---THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3353'DEVELOPMENT.
 BJ3353'
 BJ3353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25
 BJ3353'ABOUT 3.2 KM (2 MILES) SOUTH OF FRANKLINTON, GO WEST ALONG HIGHWAY 16
 BJ3353'FOR 5.8 KM (3.6 MILES) TO THE STATION ON THE LEFT NEAR THE
 BJ3353'RIGHT-OF-WAY FENCE AND NEAR THE SOUTHEASTERN LOUISIANA AGRICULTURE
 BJ3353'EXPERIMENT STATION.
 BJ3353'
 BJ3353'THE STATION IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS (NOW
 BJ3353'LADTD) DISK STAMPED---SMITH AZ MK 1970--- SET INTO THE TOP OF A
 BJ3353'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 10 CM ABOVE THE
 BJ3353'GROUND LOCATED 19.8 METERS SE FROM THE CENTER OF HIGHWAY 16, 4 METERS
 BJ3353'W FROM THE CENTER OF A DRIVE INTO A FIELD, 0.6 METERS NW FROM THE
 BJ3353'RIGHT OF WAY FENCE, AND 0.5 METERS SE FROM A METAL WITNESS POST WITH
 BJ3353'SIGN ATTACHED.
 BJ3353
 BJ3353                          STATION RECOVERY (1982)
 BJ3353
 BJ3353'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3353'9.5 KM (5.9 MI) SW FROM FRANKLINTON.
 BJ3353'THE MARK IS 0.46 M ABOVE LA 16.
 BJ3353'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3353'OF FRANKLINTON, GO WEST ON STATE HIGHWAY 16 FOR 5.6 KM (3.5 MI) TO THE
 BJ3353'STATION ON THE LEFT ON A HILL, 19.8 METERS (65 FT) SOUTHEAST OF THE
 BJ3353'CENTER OF STATE HIGHWAY 16, 4 METERS (13 FT) WEST OF THE CENTER OF A
 BJ3353'FIELD ROAD, 0.5 METER (1.8 FT) NORTHWEST OF A FENCE, MARK IS WEST OF
 BJ3353'SOUTHEAST LOUISIANA AGRICULTURE EXPERIMENT STATION.
 BJ3353'THE MARK IS 0.50 METERS  SE FROM A WITNESS POST.
 BJ3353
 BJ3353                          STATION RECOVERY (1990)
 BJ3353
 BJ3353'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3353'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) NORTHWEST OF ENON AND
 BJ3353'8.7 KM (5.40 MI) SOUTHWEST OF FRANKLINTON, IN THE SOUTHEAST QUARTER OF
 BJ3353'SECTION 17, T 3 S, R 10 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3353'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ3353'OF STATE HIGHWAYS 16 AND 25, ABOUT 3.2 KM (2.00 MI) SOUTH OF
 BJ3353'FRANKLINTON, GO WEST FOR 5.8 KM (3.60 MI) ON HIGHWAY 16 TO THE MARK ON
 BJ3353'THE LEFT NEAR THE RIGHT-OF-WAY FENCE AND NEAR THE SOUTHEASTERN
 BJ3353'LOUISIANA AGRICULTURE EXPERIMENT STATION,  19.8 M (65.0 FT) SOUTHEAST
 BJ3353'FROM THE CENTER OF THE HIGHWAY, 4.0 M (13.1 FT) WEST FROM THE CENTER
 BJ3353'OF A DRIVE INTO A FIELD, 0.6 M (2.0 FT) NORTHWEST FROM THE
 BJ3353'RIGHT-OF-WAY FENCE AND 0.5 M (1.6 FT) SOUTHEAST FROM A METAL WITNESS
 BJ3353'POST WITH SIGN ATTACHED.  THE MARK IS PROJECTING 5 CM (2 IN) ABOVE THE
 BJ3353'GROUND SURFACE AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 BJ3353'HIGHWAY.
 BJ3353
 BJ3353                          STATION RECOVERY (1991)
 BJ3353
 BJ3353'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BJ3353'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF ENON AND
 BJ3353'5.4 MI (8.7 KM) SOUTHWEST OF FRANKLINTON.  OWNERSHIP--LOUISIANA
 BJ3353'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BJ3353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25,
 BJ3353'ABOUT 2.0 MI (3.2 KM) SOUTH OF FRANKLINTON, GO WEST FOR 3.5 MI
 BJ3353'(5.6 KM) ON HIGHWAY 16 TO THE STATION ON THE LEFT NEAR THE
 BJ3353'RIGHT-OF-WAY FENCE AND NEAR THE SOUTHEASTERN LOUISIANA AGRICULTURE
 BJ3353'EXPERIMENT STATION.
 BJ3353'THE STATION IS 65.0 FT (19.8 M) SOUTHEAST FROM THE CENTER OF THE
 BJ3353'HIGHWAY, 13.0 FT (4.0 M) SOUTHWEST FROM THE CENTER OF A DRIVE INTO A
 BJ3353'FIELD, 2.0 FT (0.6 M) NORTHWEST FROM THE RIGHT-OF-WAY FENCE, 1.5 FT
 BJ3353'(0.5 M) NORTHWEST FROM A METAL WITNESS POST WITH A METAL SIGN
 BJ3353'ATTACHED, 1.5 FT (0.5 M) NORTHWEST FROM A FIBERGLASS WITNESS POST,
 BJ3353'PROJECTING 2 INCHES AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE
 BJ3353'HIGHWAY.
 BJ3353
 BJ3353                          STATION RECOVERY (1992)
 BJ3353
 BJ3353'RECOVERED 1992
 BJ3353'RECOVERED IN GOOD CONDITION.
 BJ3353
 BJ3353                          STATION RECOVERY (1993)
 BJ3353
 BJ3353'RECOVERED 1993
 BJ3353'RECOVERED IN GOOD CONDITION.
 BJ3353
 BJ3353                          STATION RECOVERY (1998)
 BJ3353
 BJ3353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BJ3353'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF ENON AND
 BJ3353'5.4 MI (8.7 KM) SOUTHWEST OF FRANKLINTON.  OWNERSHIP--LOUISIANA
 BJ3353'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.  TO REACH THE STATION
 BJ3353'FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25, ABOUT 2 MI (3.2 KM)
 BJ3353'SOUTH OF FRANKLINTON, GO WEST FOR 3.35 MI (5.39 KM) ON HIGHWAY 16 TO
 BJ3353'THE STATION ON LEFT, NEAR THE SOUTHEASTERN LOUISIANA AGRICULTURE
 BJ3353'EXPERIMENT STATION.  THE STATION IS 19.8 M (65.0 FT) SOUTHEAST FROM
 BJ3353'THE CENTER OF HIGHWAY, 3.35 M (10.99 FT) SOUTHWEST FROM THE CENTER OF
 BJ3353'FIELD ENTRANCE, 0.6 M (2.0 FT) NORTHWEST FROM THE RIGHT-OF-WAY FENCE,
 BJ3353'0.5 M (1.6 FT) NORTHWEST FROM A METAL WITNESS POST, 0.5 M (1.6 FT)
 BJ3353'NORTHWEST FROM A FIBERGLASS WITNESS POST, ABOUT 0.3 M (1.0 FT) ABOVE
 BJ3353'THE HIGHWAY AND PROJECTING 3 CM ABOVE GROUND.
 BJ3353
 BJ3353                          STATION RECOVERY (1998)
 BJ3353
 BJ3353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BJ3353'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2715 ***********************************************************************
 BJ2715  DESIGNATION -  SMITH CAP
 BJ2715  PID         -  BJ2715
 BJ2715  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2715  USGS QUAD   -  SIMMESPORT (1969)
 BJ2715
 BJ2715                         *CURRENT SURVEY CONTROL
 BJ2715  ___________________________________________________________________
 BJ2715* NAD 83(1986)-  30 54 57.     (N)    091 47 26.     (W)     SCALED    
 BJ2715* NAVD 88     -        13.47   (+/-2cm)      44.2    (feet)  VERTCON   
 BJ2715  ___________________________________________________________________
 BJ2715  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2715
 BJ2715  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2715
 BJ2715.The horizontal coordinates were scaled from a topographic map and have
 BJ2715.an estimated accuracy of +/- 6 seconds.
 BJ2715
 BJ2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2715.The vertical order pertains to the NGVD 29 superseded value.
 BJ2715
 BJ2715.The geoid height was determined by GEOID03.
 BJ2715
 BJ2715;                    North         East    Units  Estimated Accuracy
 BJ2715;SPC LA S     -   267,880.      956,290.      MT  (+/- 180 meters Scaled)
 BJ2715
 BJ2715                          SUPERSEDED SURVEY CONTROL
 BJ2715
 BJ2715  NGVD 29 (??/??/??)   13.453  (m)           44.14   (f) ADJUSTED    1 2
 BJ2715
 BJ2715.Superseded values are not recommended for survey control.
 BJ2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2715.See file dsdata.txt to determine how the superseded data were derived.
 BJ2715
 BJ2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ155209(NAD 83)
 BJ2715_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2715_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2715_STAMPING: P.B.M. SMITH 1946
 BJ2715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2715
 BJ2715  HISTORY     - Date     Condition        Report By
 BJ2715  HISTORY     - 1946     MONUMENTED       DOD
 BJ2715  HISTORY     - 1966     GOOD             CGS
 BJ2715
 BJ2715                          STATION DESCRIPTION
 BJ2715
 BJ2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2715'5.15 MI S FROM SIMMESPORT.
 BJ2715'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE HIGH SCHOOL AT
 BJ2715'SIMMESPORT, THENCE 4.35 MILES SOUTH ALONG STATE ROAD 417, IN SECTION
 BJ2715'5, T 2 S, R 7 E, ABOUT 154 FEET NORTHEAST OF THE CENTER LINE OF A
 BJ2715'LEVEE, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 132 1/2 FEET
 BJ2715'NORHTHWEST OF A 36-INCH OAK TREE, 20 FEET WEST OF A FENCE CORNER, 13
 BJ2715'FEET SOUTHEAST OF A POWER POLE NUMBER 39 WHICH IS BRACED BY A GUY
 BJ2715'WIRE, 12 FEET NORTHWEST OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BJ2715'THE ROAD, A BRASS CAP ON THE TOP OF A 5-INCH IRON PIPE WHICH PROJECTS
 BJ2715'2 1/2 FEET ABOVE THE GROUND.  NOTE-- IT HAD RUSTED SO BADLY THAT IT
 BJ2715'COULD NOT BE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1157 ***********************************************************************
 BX1157  DESIGNATION -  SMITH RESET
 BX1157  PID         -  BX1157
 BX1157  STATE/COUNTY-  LA/RAPIDES
 BX1157  USGS QUAD   -  FOREST HILL (1993)
 BX1157
 BX1157                         *CURRENT SURVEY CONTROL
 BX1157  ___________________________________________________________________
 BX1157* NAD 83(1986)-  31 05 06.     (N)    092 34 40.     (W)     SCALED    
 BX1157* NAVD 88     -        72.27   (+/-2cm)     237.1    (feet)  VERTCON   
 BX1157  ___________________________________________________________________
 BX1157  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX1157
 BX1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1157
 BX1157.The horizontal coordinates were scaled from a topographic map and have
 BX1157.an estimated accuracy of +/- 6 seconds.
 BX1157
 BX1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1157.The vertical order pertains to the NGVD 29 superseded value.
 BX1157
 BX1157.The geoid height was determined by GEOID03.
 BX1157
 BX1157;                    North         East    Units  Estimated Accuracy
 BX1157;SPC LA N     -    64,870.      992,580.      MT  (+/- 180 meters Scaled)
 BX1157
 BX1157                          SUPERSEDED SURVEY CONTROL
 BX1157
 BX1157  NGVD 29 (??/??/??)   72.255  (m)          237.06   (f) ADJUSTED    2 0
 BX1157
 BX1157.Superseded values are not recommended for survey control.
 BX1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1157.See file dsdata.txt to determine how the superseded data were derived.
 BX1157
 BX1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ402390(NAD 83)
 BX1157_MARKER: DS = TRIANGULATION STATION DISK
 BX1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1157_STAMPING: SMITH 1934 1960
 BX1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1157+STABILITY: SURFACE MOTION
 BX1157
 BX1157  HISTORY     - Date     Condition        Report By
 BX1157  HISTORY     - 1960     MONUMENTED       CGS
 BX1157  HISTORY     - 1961     GOOD             CGS
 BX1157  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1157
 BX1157                          STATION DESCRIPTION
 BX1157
 BX1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1157'5.8 MI NW FROM FOREST HILL.
 BX1157'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1157'STATION AT FOREST HILL, THENCE 3.6 MILES NORTHWEST ALONG STATE HIGHWAY
 BX1157'112, IN SECTION 4, T 1 N, R 2 W, 0.1 MILE NORTHWEST OF A FORKED OAK
 BX1157'TREE ON THE SOUTHWEST SIDE OF THE HIGHWAY, 200 FEET SOUTHWEST OF THE
 BX1157'CENTER LINE OF THE HIGHWAY, 145 FEET SOUTHWEST OF A FENCE, 53 FEET
 BX1157'SOUTH OF THE CENTER LINE OF A PAVED ROAD INSIDE ABANDONED CAMP
 BX1157'CLAIBORNE, 218 FEET SOUTHEAST OF SMITH R. M. 4, 151 FEET SOUTHWEST OF
 BX1157'SMITH R. M. 3, 6 FEET NORTH OF A PINE TREE, 1.0 FOOT SOUTH OF A METAL
 BX1157'WITNESS POST, ABOUT 3 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF A
 BX1157'CONCRETE POST PROJECTING 6 INCHES.
 BX1157
 BX1157                          STATION RECOVERY (1999)
 BX1157
 BX1157'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3354 ***********************************************************************
 BJ3354  DESIGNATION -  SMITH RM 1
 BJ3354  PID         -  BJ3354
 BJ3354  STATE/COUNTY-  LA/WASHINGTON
 BJ3354  USGS QUAD   -  FRANKLINTON (1983)
 BJ3354
 BJ3354                         *CURRENT SURVEY CONTROL
 BJ3354  ___________________________________________________________________
 BJ3354* NAD 83(1992)-  30 46 12.57262(N)    090 13 40.51354(W)     ADJUSTED  
 BJ3354* NAVD 88     -        63.100  (meters)     207.02   (feet)  ADJUSTED  
 BJ3354  ___________________________________________________________________
 BJ3354  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BJ3354  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ3354  DYNAMIC HT  -          63.019 (meters)     206.75  (feet)  COMP
 BJ3354  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ3354
 BJ3354  HORZ ORDER  -  SECOND
 BJ3354  VERT ORDER  -  SECOND    CLASS I
 BJ3354
 BJ3354.The horizontal coordinates were established by classical geodetic methods
 BJ3354.and adjusted by the National Geodetic Survey in May 1994..
 BJ3354
 BJ3354.The orthometric height was determined by differential leveling
 BJ3354.and adjusted by the National Geodetic Survey in February 1994..
 BJ3354
 BJ3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3354
 BJ3354.The geoid height was determined by GEOID03.
 BJ3354
 BJ3354.The dynamic height is computed by dividing the NAVD 88
 BJ3354.geopotential number by the normal gravity value computed on the
 BJ3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3354.degrees latitude (g = 980.6199 gals.).
 BJ3354
 BJ3354.The modeled gravity was interpolated from observed gravity values.
 BJ3354
 BJ3354;                    North         East     Units Scale Factor Converg.
 BJ3354;SPC LA S     -   252,152.100 1,105,824.021   MT  1.00001567   +0 33 09.8
 BJ3354;SPC LA S     -   827,269.01  3,628,024.31   sFT  1.00001567   +0 33 09.8
 BJ3354;UTM  15      - 3,407,415.460   765,321.803   MT  1.00046847   +1 25 08.4
 BJ3354
 BJ3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3354!SPC LA S     -   0.99999439  x   1.00001567  =   1.00001006
 BJ3354!UTM  15      -   0.99999439  x   1.00046847  =   1.00046286
 BJ3354
 BJ3354:                Primary Azimuth Mark                     Grid Az
 BJ3354:SPC LA S     -  CHITTO                                   012 14 46.0
 BJ3354:UTM  15      -  CHITTO                                   011 22 47.4
 BJ3354
 BJ3354|---------------------------------------------------------------------|
 BJ3354| PID    Reference Object                     Distance      Geod. Az  |
 BJ3354|                                                           dddmmss.s |
 BJ3354| BJ3347 CHITTO                              APPROX. 5.1 KM 0124755.8 |
 BJ3354| BJ3355 SMITH                                18.945 METERS 22730     |
 BJ3354|---------------------------------------------------------------------|
 BJ3354
 BJ3354                          SUPERSEDED SURVEY CONTROL
 BJ3354
 BJ3354  NAD 83(1992)-  30 46 12.57340(N)    090 13 40.51320(W) AD(       ) 2
 BJ3354  NAD 83(1986)-  30 46 12.58741(N)    090 13 40.51033(W) AD(       ) 2
 BJ3354  NAD 27      -  30 46 11.92057(N)    090 13 40.20083(W) AD(       ) 2
 BJ3354  NGVD 29 (09/03/91)   63.12   (m)          207.1    (f) LEVELING    3  
 BJ3354
 BJ3354.Superseded values are not recommended for survey control.
 BJ3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3354.See file dsdata.txt to determine how the superseded data were derived.
 BJ3354
 BJ3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6532207415(NAD 83)
 BJ3354_MARKER: DD = SURVEY DISK
 BJ3354_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3354_SP_SET: SLAB
 BJ3354_STAMPING: SMITH RM 1 1970
 BJ3354_MARK LOGO: LADH  
 BJ3354_PROJECTION: FLUSH
 BJ3354_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3354+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 BJ3354
 BJ3354  HISTORY     - Date     Condition        Report By
 BJ3354  HISTORY     - 1970     MONUMENTED       LADH
 BJ3354  HISTORY     - 1982     GOOD             LADTD
 BJ3354  HISTORY     - 19900409 GOOD             LADTD
 BJ3354
 BJ3354                          STATION DESCRIPTION
 BJ3354
 BJ3354'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3354'11.7 KM (7.3 MI) SW FROM FRANKLINTON.
 BJ3354'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3354'OF FRANKLINTON, GO WEST ALONG STATE HIGHWAY 16 FOR 7.9 KM (4.9 MI) TO
 BJ3354'THE STATION ON THE LEFT IN A PAVED PORCH OF A CONCRETE BLOCK BUILDING,
 BJ3354'18.9 METERS (62 FT) NORTHEAST OF STATION SMITH, 27.1 METERS (89 FT)
 BJ3354'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 16, 1.2 METERS (4 FT)
 BJ3354'NORTH OF THE NORTH END OF THE BUILDING, 0.5 METER (1.6 FT) EAST OF THE
 BJ3354'WEST EDGE OF CONCRETE PORCH.
 BJ3354'THE MARK IS 18.7 METERS  WSW FROM A WITNESS POST.
 BJ3354'THE MARK IS ABOVE LEVEL WITH PAVED PORCH..
 BJ3354
 BJ3354                          STATION RECOVERY (1990)
 BJ3354
 BJ3354'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3354'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF ENON AND
 BJ3354'10.9 KM (6.75 MI) SOUTHWEST OF FRANKLINTON, IN THE SOUTHEAST QUARTER
 BJ3354'OF SECTION 19, T 3 S, R 10 E.  OWNERSHIP--UNKNOWN. TO REACH THE
 BJ3354'STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 25, ABOUT 3.2 KM
 BJ3354'(2.00 MI) SOUTH OF FRANKLINTON, GO WEST FOR 8.1 KM (5.05 MI) ON
 BJ3354'HIGHWAY 16 TO THE MARK ON THE LEFT, JUST WEST OF THE JUNCTION WITH
 BJ3354'PARISH ROAD NUMBER 19, SET IN A DRILL HOLE IN THE CONCRETE SLAB UNDER
 BJ3354'THE OVERHANG OF AN ABANDONDED BLOCK BUILDING. THE STATION IS 27.1 M
 BJ3354'(88.9 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 20.1 M (65.9 FT) WEST
 BJ3354'FROM THE CENTER OF THE PARISH ROAD, 18.7 M (61.4 FT) EAST-NORTHEAST
 BJ3354'FROM A METAL WITNESS POST AND SIGN, 1.2 M (3.9 FT) NORTH FROM THE
 BJ3354'NORTH END OF THE BUILDING AND 0.5 M (1.6 FT) EAST FROM THE WEST EDGE
 BJ3354'OF THE CONCRETE SLAB.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.9
 BJ3354'M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3356 ***********************************************************************
 BJ3356  DESIGNATION -  SMITH RM 2
 BJ3356  PID         -  BJ3356
 BJ3356  STATE/COUNTY-  LA/WASHINGTON
 BJ3356  USGS QUAD   -  FRANKLINTON (1983)
 BJ3356
 BJ3356                         *CURRENT SURVEY CONTROL
 BJ3356  ___________________________________________________________________
 BJ3356* NAD 83(1992)-  30 46 12.36960(N)    090 13 41.54319(W)     ADJUSTED  
 BJ3356* NAVD 88     -        63.780  (meters)     209.25   (feet)  ADJUSTED  
 BJ3356  ___________________________________________________________________
 BJ3356  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BJ3356  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ3356  DYNAMIC HT  -          63.698 (meters)     208.98  (feet)  COMP
 BJ3356  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ3356
 BJ3356  HORZ ORDER  -  SECOND
 BJ3356  VERT ORDER  -  SECOND    CLASS I
 BJ3356
 BJ3356.The horizontal coordinates were established by classical geodetic methods
 BJ3356.and adjusted by the National Geodetic Survey in May 1994..
 BJ3356.No horizontal observational check was made to the station.
 BJ3356
 BJ3356.The orthometric height was determined by differential leveling
 BJ3356.and adjusted by the National Geodetic Survey in February 1994..
 BJ3356
 BJ3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3356
 BJ3356.The geoid height was determined by GEOID03.
 BJ3356
 BJ3356.The dynamic height is computed by dividing the NAVD 88
 BJ3356.geopotential number by the normal gravity value computed on the
 BJ3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3356.degrees latitude (g = 980.6199 gals.).
 BJ3356
 BJ3356.The modeled gravity was interpolated from observed gravity values.
 BJ3356
 BJ3356;                    North         East     Units Scale Factor Converg.
 BJ3356;SPC LA S     -   252,145.584 1,105,796.701   MT  1.00001566   +0 33 09.3
 BJ3356;SPC LA S     -   827,247.64  3,627,934.68   sFT  1.00001566   +0 33 09.3
 BJ3356;UTM  15      - 3,407,408.528   765,294.573   MT  1.00046830   +1 25 07.9
 BJ3356
 BJ3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3356!SPC LA S     -   0.99999428  x   1.00001566  =   1.00000994
 BJ3356!UTM  15      -   0.99999428  x   1.00046830  =   1.00046258
 BJ3356
 BJ3356                          SUPERSEDED SURVEY CONTROL
 BJ3356
 BJ3356  NAD 83(1992)-  30 46 12.37038(N)    090 13 41.54285(W) AD(       ) 2
 BJ3356  NAD 83(1992)-  30 46 12.38440(N)    090 13 41.54002(W) AD(       ) 2
 BJ3356  NGVD 29 (09/03/91)   63.80   (m)          209.3    (f) LEVELING    3  
 BJ3356
 BJ3356.Superseded values are not recommended for survey control.
 BJ3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3356.See file dsdata.txt to determine how the superseded data were derived.
 BJ3356
 BJ3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6529507409(NAD 83)
 BJ3356_MARKER: DD = SURVEY DISK
 BJ3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3356_SP_SET: CONCRETE POST
 BJ3356_STAMPING: SMITH RM 2 1970
 BJ3356_MARK LOGO: LADH  
 BJ3356_PROJECTION: FLUSH
 BJ3356_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3356+STABILITY: SURFACE MOTION
 BJ3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3356+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 BJ3356
 BJ3356  HISTORY     - Date     Condition        Report By
 BJ3356  HISTORY     - 1970     MONUMENTED       LADH
 BJ3356  HISTORY     - 1982     GOOD             LADTD
 BJ3356  HISTORY     - 19900409 GOOD             LADTD
 BJ3356
 BJ3356                          STATION DESCRIPTION
 BJ3356
 BJ3356'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3356'11.7 KM (7.3 MI) SW FROM FRANKLINTON.
 BJ3356'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 16 SOUTH
 BJ3356'OF FRANKLINTON, GO WEST ALONG STATE HIGHWAY 16 FOR 7.9 KM (4.9 MI) TO
 BJ3356'THE STATION ON THE LEFT NEAR A CONCRETE BLOCK BUILDING, 14.9 METERS
 BJ3356'(49 FT) WEST OF TRIANGULATION STATION SMITH. 27.4 METERS (90 FT) WEST
 BJ3356'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 18 METERS
 BJ3356'(59 FT) EAST OF A POWER POLE, 17.1 METERS (56 FT) SOUTH OF THE CENTER
 BJ3356'OF STATE HIGHWAY 16, 1.5 METERS (5 FT) NORTH OF A 12-INCH OAK TREE.
 BJ3356'THE MARK IS 14.6 METERS  NW FROM A WITNESS POST.
 BJ3356'THE MARK IS 1.20 M ABOVE LA 16.
 BJ3356
 BJ3356                          STATION RECOVERY (1990)
 BJ3356
 BJ3356'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ3356'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF ENON AND
 BJ3356'10.9 KM (6.75 MI) SOUTHWEST OF FRANKLINTON, IN THE SOUTHEAST QUARTER
 BJ3356'OF SECTION 19, T 3 S, R 10 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3356'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ3356'OF STATE HIGHWAYS 16 AND 25, ABOUT 3.2 KM (2.00 MI) SOUTH OF
 BJ3356'FRANKLINTON, GO WEST FOR 8.1 KM (5.05 MI) ON HIGHWAY 16 TO THE MARK ON
 BJ3356'THE LEFT, JUST WEST OF THE JUNCTION WITH PARISH ROAD NUMBER 19. THE
 BJ3356'STATION IS 27.4 M (89.9 FT) WEST FROM THE NORTHWEST CORNER OF AN
 BJ3356'ABANDONDED BLOCK BUILDING, 18.0 M (59.1 FT) EAST FROM A POWER POLE,
 BJ3356'17.1 M (56.1 FT) SOUTH FROM THE CENTER OF THE HIGHWAY, 14.6 M (47.9
 BJ3356'FT) NORTHWEST FROM A METAL POST WITH SIGN, 5.2 M (17.1 FT) SOUTHWEST
 BJ3356'FROM A TELEPHONE JUNCTION BOX AND 1.5 M (4.9 FT) NORTH FROM A 51 CM
 BJ3356'(20 IN) RED OAK TREE.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 2.1
 BJ3356'M (6.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1156 ***********************************************************************
 BX1156  DESIGNATION -  SMITH RM 3
 BX1156  PID         -  BX1156
 BX1156  STATE/COUNTY-  LA/RAPIDES
 BX1156  USGS QUAD   -  FOREST HILL (1993)
 BX1156
 BX1156                         *CURRENT SURVEY CONTROL
 BX1156  ___________________________________________________________________
 BX1156* NAD 83(1986)-  31 05 05.     (N)    092 34 40.     (W)     SCALED    
 BX1156* NAVD 88     -        71.91   (+/-2cm)     235.9    (feet)  VERTCON   
 BX1156  ___________________________________________________________________
 BX1156  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX1156
 BX1156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1156
 BX1156.The horizontal coordinates were scaled from a topographic map and have
 BX1156.an estimated accuracy of +/- 6 seconds.
 BX1156
 BX1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1156.The vertical order pertains to the NGVD 29 superseded value.
 BX1156
 BX1156.The geoid height was determined by GEOID03.
 BX1156
 BX1156;                    North         East    Units  Estimated Accuracy
 BX1156;SPC LA N     -    64,840.      992,580.      MT  (+/- 180 meters Scaled)
 BX1156
 BX1156                          SUPERSEDED SURVEY CONTROL
 BX1156
 BX1156  NGVD 29 (??/??/??)   71.897  (m)          235.88   (f) ADJUSTED    2 0
 BX1156
 BX1156.Superseded values are not recommended for survey control.
 BX1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1156.See file dsdata.txt to determine how the superseded data were derived.
 BX1156
 BX1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ402390(NAD 83)
 BX1156_MARKER: DR = REFERENCE MARK DISK
 BX1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1156_STAMPING: SMITH NO 3 1934 1960
 BX1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1156+STABILITY: SURFACE MOTION
 BX1156
 BX1156  HISTORY     - Date     Condition        Report By
 BX1156  HISTORY     - 1960     MONUMENTED       CGS
 BX1156  HISTORY     - 1961     GOOD             CGS
 BX1156  HISTORY     - 19990424 GOOD             USPSQD
 BX1156
 BX1156                          STATION DESCRIPTION
 BX1156
 BX1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1156'5.8 MI NW FROM FOREST HILL.
 BX1156'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1156'STATION AT FOREST HILL, THENCE 3.6 MILES NORTHWEST ALONG STATE HIGHWAY
 BX1156'112, IN SECTION 4, T 1 N, R 2 W, 0.1 MILE NORTHWEST OF A FORKED OAK
 BX1156'TREE ON THE SOUTHWEST SIDE OF THE HIGHWAY, ON THE CREST OF A SMALL
 BX1156'HILL, 56 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 151 FEET
 BX1156'NORTHEAST OF SMITH 1934 1960, 1/2 FOOT SOUTHWEST OF A FENCE, 1.0 FOOT
 BX1156'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BX1156'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BX1156
 BX1156                          STATION RECOVERY (1999)
 BX1156
 BX1156'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1158 ***********************************************************************
 BX1158  DESIGNATION -  SMITH RM 4
 BX1158  PID         -  BX1158
 BX1158  STATE/COUNTY-  LA/RAPIDES
 BX1158  USGS QUAD   -  FOREST HILL (1993)
 BX1158
 BX1158                         *CURRENT SURVEY CONTROL
 BX1158  ___________________________________________________________________
 BX1158* NAD 83(1986)-  31 05 07.     (N)    092 34 42.     (W)     SCALED    
 BX1158* NAVD 88     -        71.41   (+/-2cm)     234.3    (feet)  VERTCON   
 BX1158  ___________________________________________________________________
 BX1158  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX1158
 BX1158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1158
 BX1158.The horizontal coordinates were scaled from a topographic map and have
 BX1158.an estimated accuracy of +/- 6 seconds.
 BX1158
 BX1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1158.The vertical order pertains to the NGVD 29 superseded value.
 BX1158
 BX1158.The geoid height was determined by GEOID03.
 BX1158
 BX1158;                    North         East    Units  Estimated Accuracy
 BX1158;SPC LA N     -    64,900.      992,530.      MT  (+/- 180 meters Scaled)
 BX1158
 BX1158                          SUPERSEDED SURVEY CONTROL
 BX1158
 BX1158  NGVD 29 (??/??/??)   71.392  (m)          234.23   (f) ADJUSTED    2 0
 BX1158
 BX1158.Superseded values are not recommended for survey control.
 BX1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1158.See file dsdata.txt to determine how the superseded data were derived.
 BX1158
 BX1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ402391(NAD 83)
 BX1158_MARKER: DR = REFERENCE MARK DISK
 BX1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1158_STAMPING: SMITH NO 4 1934 1960
 BX1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1158+STABILITY: SURFACE MOTION
 BX1158
 BX1158  HISTORY     - Date     Condition        Report By
 BX1158  HISTORY     - 1960     MONUMENTED       CGS
 BX1158  HISTORY     - 1961     GOOD             CGS
 BX1158  HISTORY     - 19990424 GOOD             USPSQD
 BX1158
 BX1158                          STATION DESCRIPTION
 BX1158
 BX1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1158'5.8 MI NW FROM FOREST HILL.
 BX1158'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1158'STATION AT FOREST HILL, THENCE 3.6 MILES NORTHWEST ALONG STATE HIGHWAY
 BX1158'112, IN SECTION 4, T 1 N, R 2 W, 0.1 MILE NORTHWEST OF A LONE FORKED
 BX1158'OAK TREE ON THE SOUTHWEST SIDE OF THE HIGHWAY, 55 FEET SOUTHWEST OF
 BX1158'THE CENTER LINE OF THE HIGHWAY, 218 FEET NORTHWEST OF SMITH 1934 1960,
 BX1158'5 FEET NORTHEAST OF A FENCE, 0.5 FOOT SOUTH OF A METAL WITNESS POST,
 BX1158'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BX1158'CONCRETE POST PROJECTING 5 INCHES.
 BX1158
 BX1158                          STATION RECOVERY (1999)
 BX1158
 BX1158'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0094 ***********************************************************************
 BJ0094  DESIGNATION -  SMITHFIELD BOLT
 BJ0094  PID         -  BJ0094
 BJ0094  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0094  USGS QUAD   -  WALLS (1994)
 BJ0094
 BJ0094                         *CURRENT SURVEY CONTROL
 BJ0094  ___________________________________________________________________
 BJ0094* NAD 83(1986)-  30 32 44.     (N)    091 17 39.     (W)     SCALED    
 BJ0094* NAVD 88     -         8.274  (meters)      27.15   (feet)  ADJUSTED  
 BJ0094  ___________________________________________________________________
 BJ0094  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0094  DYNAMIC HT  -           8.263 (meters)      27.11  (feet)  COMP
 BJ0094  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ0094
 BJ0094  VERT ORDER  -  FIRST     CLASS I
 BJ0094
 BJ0094.The horizontal coordinates were scaled from a topographic map and have
 BJ0094.an estimated accuracy of +/- 6 seconds.
 BJ0094
 BJ0094.The orthometric height was determined by differential leveling
 BJ0094.and adjusted by the National Geodetic Survey in February 1994..
 BJ0094
 BJ0094.The geoid height was determined by GEOID03.
 BJ0094
 BJ0094.The dynamic height is computed by dividing the NAVD 88
 BJ0094.geopotential number by the normal gravity value computed on the
 BJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0094.degrees latitude (g = 980.6199 gals.).
 BJ0094
 BJ0094.The modeled gravity was interpolated from observed gravity values.
 BJ0094
 BJ0094;                    North         East    Units  Estimated Accuracy
 BJ0094;SPC LA S     -   226,740.    1,003,760.      MT  (+/- 180 meters Scaled)
 BJ0094
 BJ0094                          SUPERSEDED SURVEY CONTROL
 BJ0094
 BJ0094  NAVD 88 (06/15/91)    8.300  (m)           27.23   (f) UNKNOWN     1 1
 BJ0094  NGVD 29 (??/??/??)    8.261  (m)           27.10   (f) ADJUSTED    1 1
 BJ0094
 BJ0094.Superseded values are not recommended for survey control.
 BJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0094.See file dsdata.txt to determine how the superseded data were derived.
 BJ0094
 BJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP636804(NAD 83)
 BJ0094_MARKER: B = BOLT
 BJ0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0094_STAMPING: PBM SMITHFIELD
 BJ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0094
 BJ0094  HISTORY     - Date     Condition        Report By
 BJ0094  HISTORY     - UNK      MONUMENTED       DOD
 BJ0094  HISTORY     - 1964     GOOD             CGS
 BJ0094  HISTORY     - 1976     GOOD             NGS
 BJ0094
 BJ0094                          STATION DESCRIPTION
 BJ0094
 BJ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0094'0.45 MI NW FROM DEVALL.
 BJ0094'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0094'ELEMENTARY SCHOOL AT DEVALL, THENCE 0.15 MILE WEST ALONG A GRAVELED
 BJ0094'ROAD, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET NORTH OF
 BJ0094'POWER POLE NUMBER 249, 15 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BJ0094'SMALL FRAME HOUSE, 13 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 BJ0094'LEADING TO A FIELD, ABOUT LEVEL WITH THE ROAD, A COPPER BOLT SET IN
 BJ0094'CONCRETE ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE GROUND, ACCESS TO
 BJ0094'WHICH IS HAD THROUGH A 5-INCH IRON PIPE WHICH PROJECTS 1 1/2 FEET.
 BJ0094
 BJ0094                          STATION RECOVERY (1976)
 BJ0094
 BJ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0094'0.3 NORTH ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0094'SCHOOL AT DEVALL, THENCE 0.15 MILE WEST ALONG AN ASPHALT
 BJ0094'ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH ALONG
 BJ0094'EAST SIDE OF A POWER LINE, 45 FT NORTH OF THE CENTER LINE
 BJ0094'OF THE ROAD, 11 FT WEST OF THE CENTER LINE OF THE DIRT ROAD,
 BJ0094'18.5 FT NORTH OF A JUNCTION POWER LINE POLE, A COPPER BOLT
 BJ0094'SET IN CONCRETE 2.1 FT UNDER GROUND, ACCESS IS HAD THROUGH  IN A
 BJ0094'5-INCH IRON PIPE WITH A CAP PROJECTING 1.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2617 ***********************************************************************
 BJ2617  DESIGNATION -  SMITHLAND BOLT
 BJ2617  PID         -  BJ2617
 BJ2617  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2617  USGS QUAD   -  INNIS (1994)
 BJ2617
 BJ2617                         *CURRENT SURVEY CONTROL
 BJ2617  ___________________________________________________________________
 BJ2617* NAD 83(1986)-  30 55 31.     (N)    091 39 13.     (W)     SCALED    
 BJ2617* NAVD 88     -        13.48   (+/-2cm)      44.2    (feet)  VERTCON   
 BJ2617  ___________________________________________________________________
 BJ2617  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ2617
 BJ2617  VERT ORDER  -  ? (See Below)
 BJ2617
 BJ2617.The horizontal coordinates were scaled from a topographic map and have
 BJ2617.an estimated accuracy of +/- 6 seconds.
 BJ2617
 BJ2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2617.The vertical order pertains to the NGVD 29 superseded value.
 BJ2617
 BJ2617.The geoid height was determined by GEOID03.
 BJ2617
 BJ2617;                    North         East    Units  Estimated Accuracy
 BJ2617;SPC LA S     -   268,880.      969,390.      MT  (+/- 180 meters Scaled)
 BJ2617
 BJ2617                          SUPERSEDED SURVEY CONTROL
 BJ2617
 BJ2617  NGVD 29 (??/??/??)   13.461  (m)           44.16   (f) ADJUSTED    ?  
 BJ2617
 BJ2617.Superseded values are not recommended for survey control.
 BJ2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2617.See file dsdata.txt to determine how the superseded data were derived.
 BJ2617
 BJ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ286220(NAD 83)
 BJ2617_MARKER: B = BOLT
 BJ2617_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2617_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2617
 BJ2617  HISTORY     - Date     Condition        Report By
 BJ2617  HISTORY     - UNK      MONUMENTED       DOD
 BJ2617  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2617
 BJ2617                          STATION DESCRIPTION
 BJ2617
 BJ2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2617'5.3 MI SE FROM TORRAS.
 BJ2617'5.3 MILES SE ALONG STATE HIGHWAY 49 FROM TORRAS, POINTE COUPEE PARISH,
 BJ2617'1-1/4 MILES NORTH OF SMITHLAND, 2,000 FEET SW OF SMITHLAND LANDING,
 BJ2617'1,000 FEET NE OF A RAMP OVER THE LEVEE AND A ROAD LEADING TO THE UPPER
 BJ2617'END OF RACCOURI ISLAND, 800 FEET IN FRONT OF THE NEW LEVEE, 400 FEET
 BJ2617'BACK FROM THE MISS. RIVER BANK, 200 FEET SW OF A 39-INCH PECAN TREE,
 BJ2617'175 FEET NE OF A 36-INCH THORN TREE, 160 FEET SW OF THE BANK AT THE
 BJ2617'END OF THE OLD SPUR LEVEE, 68 FEET NE OF A 40 INCH OAK STUMP 50 FEET
 BJ2617'NE OF A 44 INCH OAK STUMP, A COPPER BOLT, SET IN THE TOP OF A TILE 3
 BJ2617'FEET UNDER GROUND, ACCESS TO WHICH IS HAS THROUGH AN IRON PIPE ABOUT
 BJ2617'LEVEL WITH THE GROUND AND BEARING A CORPS OF ENGINEERS, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2829 ***********************************************************************
 BJ2829  DESIGNATION -  SNAKE
 BJ2829  PID         -  BJ2829
 BJ2829  STATE/COUNTY-  LA/ST CHARLES
 BJ2829  USGS QUAD   -  LA BRANCHE (1992)
 BJ2829
 BJ2829                         *CURRENT SURVEY CONTROL
 BJ2829  ___________________________________________________________________
 BJ2829* NAD 83(1992)-  30 01 31.58652(N)    090 19 47.57697(W)     ADJUSTED  
 BJ2829* NAVD 88     -         1.15   (+/-2cm)       3.8  **(feet)  VERTCON   
 BJ2829  **This station is located in a subsidence area (see below).
 BJ2829  ___________________________________________________________________
 BJ2829  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ2829  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BJ2829
 BJ2829  HORZ ORDER  -  SECOND
 BJ2829  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2829
 BJ2829.The horizontal coordinates were established by classical geodetic methods
 BJ2829.and adjusted by the National Geodetic Survey in January 1993..
 BJ2829
 BJ2829 ** The orthometric height has not been validated since last determined
 BJ2829 ** by differential leveling and should not be used for control purposes.
 BJ2829 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2829 ** area with valid NAVD 88 orthometric heights.
 BJ2829 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2829 ** epoch indicated which incorporates improved geoid heights for the
 BJ2829 ** Southern Louisiana Subsidence area.
 BJ2829 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2829.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2829.The vertical order pertains to the NGVD 29 superseded value.
 BJ2829
 BJ2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2829
 BJ2829.The geoid height was determined by GEOID03.
 BJ2829
 BJ2829;                    North         East     Units Scale Factor Converg.
 BJ2829;SPC LA S     -   169,510.152 1,096,786.118   MT  0.99992584   +0 30 06.3
 BJ2829;SPC LA S     -   556,134.56  3,598,372.46   sFT  0.99992584   +0 30 06.3
 BJ2829;UTM  15      - 3,324,608.191   757,507.814   MT  1.00041819   +1 20 12.6
 BJ2829
 BJ2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2829!SPC LA S     -   1.00000394  x   0.99992584  =   0.99992978
 BJ2829!UTM  15      -   1.00000394  x   1.00041819  =   1.00042213
 BJ2829
 BJ2829|---------------------------------------------------------------------|
 BJ2829| PID    Reference Object                     Distance      Geod. Az  |
 BJ2829|                                                           dddmmss.s |
 BJ2829| CW2338 SNAKE RM 1                            9.068 METERS 12811     |
 BJ2829| BJ1468 D 178                                              3085320.6 |
 BJ2829| BJ4303 SNAKE 1972 RM 2                       6.960 METERS 34725     |
 BJ2829|---------------------------------------------------------------------|
 BJ2829
 BJ2829                          SUPERSEDED SURVEY CONTROL
 BJ2829
 BJ2829  NAD 83(1986)-  30 01 31.60334(N)    090 19 47.57692(W) AD(       ) 2
 BJ2829  NAD 27      -  30 01 30.87246(N)    090 19 47.29014(W) AD(       ) 2
 BJ2829  NGVD 29 (??/??/??)    1.218  (m)            4.00   (f) ADJUSTED    2 1
 BJ2829
 BJ2829.Superseded values are not recommended for survey control.
 BJ2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2829.See file dsdata.txt to determine how the superseded data were derived.
 BJ2829
 BJ2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5750824608(NAD 83)
 BJ2829_MARKER: DS = TRIANGULATION STATION DISK
 BJ2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2829_SP_SET: CONCRETE POST
 BJ2829_STAMPING: SNAKE 1972
 BJ2829_PROJECTION: RECESSED 20 CENTIMETERS
 BJ2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2829+STABILITY: SURFACE MOTION
 BJ2829
 BJ2829  HISTORY     - Date     Condition        Report By
 BJ2829  HISTORY     - 1972     MONUMENTED       NGS
 BJ2829  HISTORY     - 1974     GOOD             NGS
 BJ2829  HISTORY     - 1978     GOOD             USE
 BJ2829
 BJ2829                          STATION DESCRIPTION
 BJ2829
 BJ2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BJ2829'MEASUREMENTS WERE MADE WITH A 30 METER TAPE HOLDING 5 KGS TENSION.
 BJ2829'
 BJ2829'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF KENNER, 5 MILES
 BJ2829'NORTHEAST OF NORCO AND 1-3/4 MILES SOUTH OF THE SOUTH SHORE OF LAKE
 BJ2829'PONTCHARTRAIN ON PROPERTY OF THE ILLINOIS CENTRAL RAILROAD COMPANY,
 BJ2829'POST OFFICE BOX 52348, NEW ORLEANS, LA., 70150.
 BJ2829'
 BJ2829'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 61 AND STATE
 BJ2829'HIGHWAY 48 IN THE NORTH EDGE OF NORCO, GO WEST ON U. S. HIGHWAY 61
 BJ2829'FOR 0.3 MILE TO A LEVEE ROAD RIGHT.  TURN RIGHT AND GO NORTHEASTERLY
 BJ2829'ON LEVEE ROAD FOR 3.45 MILES TO A CATTLE GUARD AND A LOCKED GATE.
 BJ2829'PASS THROUGH THE GATE AND OVER THE RAILROAD TRACKS TO A SIDE ROAD
 BJ2829'RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY ALONG THE NORTH SIDE OF THE
 BJ2829'TRACKS AND THEN CROSSING OVER TO THE SOUTH SIDE OF THE TRACKS ON A
 BJ2829'ROCK ROAD FOR 2.55 MILES TO MILE POST 895 ON THE RIGHT.  CONTINUE
 BJ2829'SOUTHEASTERLY FOR 0.35 MILE TO BM D 178 (AZIMUTH MARK) ON THE LEFT,
 BJ2829'JUST NORTH OF THE RAILROAD TRACKS.  CONTINUE AHEAD FOR 0.35 MILE
 BJ2829'TO A WOODEN BRIDGE AND A CABIN ON THE LEFT.  CROSS THE BRIDGE FOR
 BJ2829'0.05 MILE TO THE STATION ON THE RIGHT.
 BJ2829'
 BJ2829'STATION MARK, A STANDARD DISK STAMPED SNAKE 1972, IS SET IN THE TOP
 BJ2829'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET 8 INCHES BELOW
 BJ2829'THE GROUND SURFACE UNDER A WATER MAIN COVER.  IT IS 21 FEET SOUTHWEST
 BJ2829'OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND 2.9 FEET NORTHEAST OF
 BJ2829'A METAL WITNESS POST WITH A SIGN ATTACHED.  NO UNDERGROUND MARK
 BJ2829'WAS ESTABLISHED.
 BJ2829'
 BJ2829'REFERENCE MARK 1, A STANDARD DISK STAMPED SNAKE NO 1 1972, SET IN THE
 BJ2829'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES
 BJ2829'BELOW THE GROUND SURFACE.  IT IS 21 FEET SOUTHWEST OF THE SOUTH RAIL
 BJ2829'OF THE RAILROAD TRACKS AND 29.5 FEET EAST-SOUTHEAST OF THE METAL
 BJ2829'WITNESS POST.
 BJ2829'
 BJ2829'REFERENCE MARK 2, A STANDARD DISK STAMPED SNAKE NO 2 1972, SET IN THE
 BJ2829'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ2829'THE GROUND SURFACE.  IT IS 24.2 FEET NORTH OF THE METAL WITNESS
 BJ2829'POST, 6.5 FEET NORTHEAST OF THE ROCK ROAD AND 6.4 FEET SOUTHWEST OF
 BJ2829'THE SOUTH RAIL OF THE RAILROAD TRACKS.
 BJ2829'
 BJ2829'AZIMUTH MARK, A STANDARD USC AND GS BENCH MARK DISK STAMPED D 178
 BJ2829'1959, CEMENTED IN A DRILL HOLE IN A CONCRETE BASE FOR A RAILROAD
 BJ2829'SIGNAL LIGHT.  IT IS 119 FEET NORTH OF A POWERLINE POLE, 47 FEET
 BJ2829'EAST OF A CONCRETE POST WITH A METAL BOX ON ITS NORTH SIDE, 9.5 FEET
 BJ2829'NORTHEAST OF THE NORTH RAIL OF THE RAILROAD TRACKS AND 0.75
 BJ2829'FOOT SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ2829
 BJ2829                          STATION RECOVERY (1974)
 BJ2829
 BJ2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 BJ2829'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 BJ2829'DESCRIBED AND IN GOOD CONDITION.
 BJ2829'
 BJ2829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 BJ2829'NE OF NORCO.
 BJ2829
 BJ2829                          STATION RECOVERY (1978)
 BJ2829
 BJ2829'RECOVERY NOTE BY US ENGINEERS 1978
 BJ2829'6.8 MI NE FROM NORCO.
 BJ2829'ABOUT 0.3 MILE WEST ON U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ2829'HIGHWAY 48 IN THE NORTH EDGE OF NORCO, THENCE 3.5 MILES NORTHEAST
 BJ2829'ALONG A LEVEE ROAD TO A CATTLE GUARD AND LOCKED GATE, THENCE 3.3 MILES
 BJ2829'SOUTHEAST ALONG RAILROAD TRACKS, 0.05 MILE SOUTHEAST OF A RAILROAD
 BJ2829'BRIDGE, 21 FT. SOUTHWEST OF THE SOUTH RAIL, AND UNDER A WATER MAIN
 BJ2829'COVER.
 BJ2829'THE MARK IS 2.9 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0624 ***********************************************************************
 AV0624  DESIGNATION -  SNOW
 AV0624  PID         -  AV0624
 AV0624  STATE/COUNTY-  LA/VERMILION
 AV0624  USGS QUAD   -  ABBEVILLE WEST (1994)
 AV0624
 AV0624                         *CURRENT SURVEY CONTROL
 AV0624  ___________________________________________________________________
 AV0624* NAD 83(1992)-  29 55 06.65826(N)    092 11 57.54150(W)     ADJUSTED  
 AV0624* NAVD 88     -         2.4  **(meters)       8.   **(feet)  VERTCON   
 AV0624  **This station is located in a subsidence area (see below).
 AV0624  ___________________________________________________________________
 AV0624  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0624  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AV0624
 AV0624  HORZ ORDER  -  SECOND
 AV0624
 AV0624.The horizontal coordinates were established by classical geodetic methods
 AV0624.and adjusted by the National Geodetic Survey in January 1993..
 AV0624
 AV0624 ** The orthometric height has not been validated since last determined
 AV0624 ** by differential leveling and should not be used for control purposes.
 AV0624 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0624 ** area with valid NAVD 88 orthometric heights.
 AV0624 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0624 ** epoch indicated which incorporates improved geoid heights for the
 AV0624 ** Southern Louisiana Subsidence area.
 AV0624 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0624
 AV0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0624
 AV0624.The geoid height was determined by GEOID03.
 AV0624
 AV0624;                    North         East     Units Scale Factor Converg.
 AV0624;SPC LA S     -   157,550.417   916,383.192   MT  0.99992677   -0 25 58.8
 AV0624;SPC LA S     -   516,896.66  3,006,500.52   sFT  0.99992677   -0 25 58.8
 AV0624;UTM  15      - 3,310,025.704   577,288.298   MT  0.99967370   +0 23 57.7
 AV0624
 AV0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0624!SPC LA S     -   1.00000381  x   0.99992677  =   0.99993058
 AV0624!UTM  15      -   1.00000381  x   0.99967370  =   0.99967751
 AV0624
 AV0624:                Primary Azimuth Mark                     Grid Az
 AV0624:SPC LA S     -  SNOW AZ MK                               088 31 25.7
 AV0624:UTM  15      -  SNOW AZ MK                               087 41 29.2
 AV0624
 AV0624|---------------------------------------------------------------------|
 AV0624| PID    Reference Object                     Distance      Geod. Az  |
 AV0624|                                                           dddmmss.s |
 AV0624| CV9408 SNOW AZ MK                                         0880526.9 |
 AV0624| CV9409 SNOW RM 1                            13.836 METERS 08904     |
 AV0624| CV9410 SNOW RM 2                            24.813 METERS 19420     |
 AV0624| AV0668 COW ISLAND MOBILE OIL MAST          APPROX. 8.3 KM 2434435.4 |
 AV0624| AV0625 SNOW LDH 1974 A POINT                18.254 METERS 30422     |
 AV0624|---------------------------------------------------------------------|
 AV0624
 AV0624                          SUPERSEDED SURVEY CONTROL
 AV0624
 AV0624  NAD 83(1986)-  29 55 06.67785(N)    092 11 57.53513(W) AD(       ) 2
 AV0624  NAD 27      -  29 55 05.93177(N)    092 11 57.07575(W) AD(       ) 2
 AV0624  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 AV0624
 AV0624.Superseded values are not recommended for survey control.
 AV0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0624.See file dsdata.txt to determine how the superseded data were derived.
 AV0624
 AV0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7728810026(NAD 83)
 AV0624_MARKER: DD = SURVEY DISK
 AV0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0624
 AV0624  HISTORY     - Date     Condition        Report By
 AV0624  HISTORY     - 1974     MONUMENTED       LADH
 AV0624
 AV0624                          STATION DESCRIPTION
 AV0624
 AV0624'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AV0624'THE STATION IS LOCATED 6 MILES SOUTHWEST OF ABBEVILLE, 7.5 MILES
 AV0624'SOUTHEAST OF KAPLAN, AND 8 MILES NORTHEAST OF FORKED ISLAND, IN THE
 AV0624'NORTHEAST QUARTER OF SECTION 18, T13S, R3E, AND ON THE PROPERTY
 AV0624'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AV0624'
 AV0624'TO REACH THE STATION FROM THE COURTHOUSE IN ABBEVILLE, DRIVE SOUTH
 AV0624'ALONG STATE HIGHWAY 82 FOR 4.9 MILES TO THE JUNCTION WITH STATE
 AV0624'HIGHWAY 693.  TURN RIGHT AND GO WEST ALONG STATE HIGHWAY 693 FOR 2
 AV0624'MILES TO THE STATION, WHICH IS SET ON THE LEFT NEAR A CATTLE
 AV0624'GUARD.
 AV0624'
 AV0624'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG STATE
 AV0624'HIGHWAY 693 FOR 0.3 MILE.  THE MARK IS SET NEAR A CROSS-DRAIN AND A
 AV0624'GATE.
 AV0624'
 AV0624'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0624'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0624'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 AV0624'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0624'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AV0624'STAMPED SNOW 1974.  THE MARK IS 49 FEET SOUTH OF THE CENTER OF STATE
 AV0624'HIGHWAY 693, 35 FEET EAST OF THE CENTER OF A CATTLE GUARD, 24 FEET
 AV0624'WEST OF A POWER POLE, 19 FEET SOUTH-SOUTHEAST OF THE EAST END OF A
 AV0624'CONCRETE CULVERT, 2.5 FEET NORTH OF A FENCE, AND 2 FEET NORTH OF A
 AV0624'METAL WITNESS POST AND SIGN.
 AV0624'
 AV0624'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0624'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0624'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0624'STAMPED SNOW RM 1 1974.  IT IS 54 FEET EAST-SOUTHEAST OF THE EAST
 AV0624'END OF A CULVERT, 48 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 AV0624'693, 21 FEET EAST OF A POWER POLE, AND 2.5 FEET NORTH OF A FENCE.
 AV0624'
 AV0624'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0624'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0624'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0624'STAMPED SNOW RM 2 1974.  IT IS 73 FEET SOUTH-SOUTHEAST OF THE
 AV0624'CENTER OF A CATTLE GUARD, 15 FEET EAST OF THE CENTER OF A
 AV0624'BLACKTOPPED DRIVE, 10 FEET NORTH OF AN 18-INCH HACKBERRY TREE, AND
 AV0624'3.5 FEET WEST OF A FENCE.
 AV0624'
 AV0624'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0624'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0624'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0624'STAMPED SNOW AZ. MK. 1974.  IT IS 42 FEET NORTH OF THE CENTER OF
 AV0624'STATE HIGHWAY 693, 16 FEET WEST OF THE CENTER OF A METAL GATE, 10
 AV0624'FEET NORTHWEST OF THE WEST END OF A CROSS-DRAIN, 4.5 FEET SOUTH OF A
 AV0624'FENCE, AND 2 FEET EAST OF A WITNESS POST AND SIGN.
 AV0624'
 AV0624'NEAREST TOWN--ABBEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1148 ***********************************************************************
 AT1148  DESIGNATION -  SOCOLA 1934
 AT1148  PID         -  AT1148
 AT1148  STATE/COUNTY-  LA/PLAQUEMINES
 AT1148  USGS QUAD   -  PORT SULPHUR (1993)
 AT1148
 AT1148                         *CURRENT SURVEY CONTROL
 AT1148  ___________________________________________________________________
 AT1148* NAD 83(1992)-  29 29 46.51645(N)    089 44 37.89334(W)     ADJUSTED  
 AT1148* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1148  **This station is located in a subsidence area (see below).
 AT1148  ___________________________________________________________________
 AT1148  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AT1148  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AT1148
 AT1148  HORZ ORDER  -  SECOND
 AT1148
 AT1148.The horizontal coordinates were established by classical geodetic methods
 AT1148.and adjusted by the National Geodetic Survey in January 1993..
 AT1148
 AT1148 ** The orthometric height has not been validated since last determined
 AT1148 ** by differential leveling and should not be used for control purposes.
 AT1148 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1148 ** area with valid NAVD 88 orthometric heights.
 AT1148 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1148 ** epoch indicated which incorporates improved geoid heights for the
 AT1148 ** Southern Louisiana Subsidence area.
 AT1148 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1148.The orthometric height was scaled from a topographic map.
 AT1148
 AT1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1148
 AT1148.The geoid height was determined by GEOID03.
 AT1148
 AT1148;                    North         East     Units Scale Factor Converg.
 AT1148;SPC LA S     -   111,499.491 1,154,120.617   MT  0.99996426   +0 47 41.1
 AT1148;SPC LA S     -   365,811.25  3,786,477.39   sFT  0.99996426   +0 47 41.1
 AT1148;UTM  16      - 3,266,106.169   233,982.039   MT  1.00047327   -1 21 06.4
 AT1148
 AT1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1148!SPC LA S     -   1.00000386  x   0.99996426  =   0.99996812
 AT1148!UTM  16      -   1.00000386  x   1.00047327  =   1.00047713
 AT1148
 AT1148                          SUPERSEDED SURVEY CONTROL
 AT1148
 AT1148  NAD 83(1986)-  29 29 46.52688(N)    089 44 37.89924(W) AD(       ) 2
 AT1148  NAD 27      -  29 29 45.74600(N)    089 44 37.66100(W) AD(       ) 2
 AT1148
 AT1148.Superseded values are not recommended for survey control.
 AT1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1148.See file dsdata.txt to determine how the superseded data were derived.
 AT1148
 AT1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3398266106(NAD 83)
 AT1148_MARKER: DS = TRIANGULATION STATION DISK
 AT1148_SETTING: 0 = UNSPECIFIED SETTING
 AT1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1148
 AT1148  HISTORY     - Date     Condition        Report By
 AT1148  HISTORY     - 1934     MONUMENTED       CGS
 AT1148  HISTORY     - 1960     GOOD             LOCENG
 AT1148
 AT1148                          STATION DESCRIPTION
 AT1148
 AT1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AT1148'ABOUT 3 MILES
 AT1148'NW OF THE FREEPORT
 AT1148'SULPHUR PLANT, ABOUT 2-1/2 MILES S OF THE
 AT1148'FOSTER PACKING COMPANY, 11 PACES E OF
 AT1148'THE EASTERN BANK OF THE
 AT1148'SOCOLA CANAL NO. 2 AND 15 PACES S OF THE SOUTHERN BANK
 AT1148'OF WHAT IS
 AT1148'KNOWN AS GRAND BAYOU (MARKED BAYOU VACHERIE ON THE MAP).  THE
 AT1148'STATION IS MARKED
 AT1148'BY A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 AT1148'CENTER OF THE TOP OF A TILE.
 AT1148'REFERENCE MARK NO. 1 IS A STANDARD
 AT1148'BRONZE DISK SET IN CONCRETE AT THE TOP OF A TILE
 AT1148'WHICH IS FASTENED
 AT1148'BY MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AT1148'INTO THE MARSH,
 AT1148'IS 14.440 METERS (47.37 FEET) 116 DEG MAGNETIC FROM
 AT1148'THE STATION.  REFERENCE MARK NO. 2
 AT1148'IS A STANDARD BRONZE DISK SET
 AT1148'IN CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY
 AT1148'MEANS OF
 AT1148'CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE
 AT1148'MARSH, IS 14.038
 AT1148'METERS (46.060 FEET) 202 DEG MAGNETIC FROM THE
 AT1148'STATION.  THE DISTANCE BETWEEN THE
 AT1148'REFERENCE MARKS IS 19.258 METERS
 AT1148'(63.18 FEET).  ONE WATER TANK OF THE SULPHUR PLANT IS
 AT1148'109 DEG MAGNETIC
 AT1148'FROM THE STATION, ANOTHER WATER TANK OF THE SULPHUR PLANT IS 187 DEG
 AT1148'MAGNETIC FROM THE
 AT1148'STATION, AND THE SMOKESTACK OF THE FOSTER PACKING
 AT1148'COMPANY IS 314 DEG MAGNETIC FROM THE STATION.
 AT1148
 AT1148                          STATION RECOVERY (1960)
 AT1148
 AT1148'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (JEB)
 AT1148'FOUND R.M. 1 SLIGHTLY OFF VERTICAL AND JUST BELOW SURFACE OF SPOIL
 AT1148'FROM PIPE LINE CANAL.  SET A
 AT1148'4-INCH CONCRETE POST 7 FEET LONG SHOWING 18 INCHES S 4 DEG 37 MIN W
 AT1148'LAMBERT GRID 200.0 FEET FROM R.M. 1.
 AT1148'
 AT1148'OTHER MARKERS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1239 ***********************************************************************
 AT1239  DESIGNATION -  SOG
 AT1239  PID         -  AT1239
 AT1239  STATE/COUNTY-  LA/PLAQUEMINES
 AT1239  USGS QUAD   -  WILKINSON BAY (1992)
 AT1239
 AT1239                         *CURRENT SURVEY CONTROL
 AT1239  ___________________________________________________________________
 AT1239* NAD 83(1992)-  29 27 56.47701(N)    089 55 05.59510(W)     ADJUSTED  
 AT1239* NAVD 88     -                                                        
 AT1239  **This station is located in a subsidence area (see below).
 AT1239  ___________________________________________________________________
 AT1239  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AT1239  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AT1239
 AT1239  HORZ ORDER  -  THIRD
 AT1239
 AT1239.The horizontal coordinates were established by classical geodetic methods
 AT1239.and adjusted by the National Geodetic Survey in January 1993..
 AT1239
 AT1239 ** The orthometric height has not been validated since last determined
 AT1239 ** by differential leveling and should not be used for control purposes.
 AT1239 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1239 ** area with valid NAVD 88 orthometric heights.
 AT1239 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1239 ** epoch indicated which incorporates improved geoid heights for the
 AT1239 ** Southern Louisiana Subsidence area.
 AT1239 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1239
 AT1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1239
 AT1239.The geoid height was determined by GEOID03.
 AT1239
 AT1239;                    North         East     Units Scale Factor Converg.
 AT1239;SPC LA S     -   107,890.103 1,137,256.696   MT  0.99996906   +0 42 27.3
 AT1239;SPC LA S     -   353,969.45  3,731,149.68   sFT  0.99996906   +0 42 27.3
 AT1239;UTM  16      - 3,263,128.910   216,985.251   MT  1.00058845   -1 26 11.2
 AT1239;UTM  15      - 3,263,538.034   798,884.689   MT  1.00070243   +1 31 01.4
 AT1239
 AT1239                          SUPERSEDED SURVEY CONTROL
 AT1239
 AT1239  NAD 83(1986)-  29 27 56.48959(N)    089 55 05.60151(W) AD(       ) 4
 AT1239  NAD 27      -  29 27 55.69700(N)    089 55 05.35000(W) AD(       ) 3
 AT1239
 AT1239.Superseded values are not recommended for survey control.
 AT1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1239.See file dsdata.txt to determine how the superseded data were derived.
 AT1239
 AT1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1698563129(NAD 83)
 AT1239_MARKER: 81 = GABLE
 AT1239
 AT1239  HISTORY     - Date     Condition        Report By
 AT1239  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1239  HISTORY     - 1959     GOOD             HUMBLE
 AT1239
 AT1239                          STATION DESCRIPTION
 AT1239
 AT1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1239'ON THE SOUTHERN SIDE OF BAYOU DE CHENE NEAR ITS EASTERN ENTRANCE FROM
 AT1239'WILKINSON BAY AND
 AT1239'8 METERS (26 FEET) S OF THE HIGH-WATER MARK OF THE BAYOU.
 AT1239'THE STATION IS THE W GABLE OF A 20
 AT1239'BY 20-FOOT FISHING CAMP SET
 AT1239'ON POSTS 5 FEET ABOVE THE GROUND.  THERE IS A SCREEN
 AT1239'PORCH ON THE N
 AT1239'AND E SIDES OF THE CAMP.
 AT1239
 AT1239                          STATION RECOVERY (1959)
 AT1239
 AT1239'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959 (JB)
 AT1239'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0751 ***********************************************************************
 AV0751  DESIGNATION -  SOHIO WELL 1 1955
 AV0751  PID         -  AV0751
 AV0751  STATE/COUNTY-  LA/CAMERON
 AV0751  USGS QUAD   -  HOG BAYOU (1979)
 AV0751
 AV0751                         *CURRENT SURVEY CONTROL
 AV0751  ___________________________________________________________________
 AV0751* NAD 83(1992)-  29 43 34.42374(N)    092 59 51.54961(W)     ADJUSTED  
 AV0751* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0751  **This station is located in a subsidence area (see below).
 AV0751  ___________________________________________________________________
 AV0751  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AV0751  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AV0751
 AV0751  HORZ ORDER  -  SECOND
 AV0751
 AV0751.The horizontal coordinates were established by classical geodetic methods
 AV0751.and adjusted by the National Geodetic Survey in January 1993..
 AV0751
 AV0751 ** The orthometric height has not been validated since last determined
 AV0751 ** by differential leveling and should not be used for control purposes.
 AV0751 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0751 ** area with valid NAVD 88 orthometric heights.
 AV0751 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0751 ** epoch indicated which incorporates improved geoid heights for the
 AV0751 ** Southern Louisiana Subsidence area.
 AV0751 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0751.The orthometric height was scaled from a topographic map.
 AV0751
 AV0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0751
 AV0751.The geoid height was determined by GEOID03.
 AV0751
 AV0751;                    North         East     Units Scale Factor Converg.
 AV0751;SPC LA S     -   137,090.254   838,992.857   MT  0.99993716   -0 49 55.9
 AV0751;SPC LA S     -   449,770.27  2,752,595.73   sFT  0.99993716   -0 49 55.9
 AV0751;UTM  15      - 3,288,449.920   500,227.013   MT  0.99960000   +0 00 04.2
 AV0751
 AV0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0751!SPC LA S     -   1.00000413  x   0.99993716  =   0.99994129
 AV0751!UTM  15      -   1.00000413  x   0.99960000  =   0.99960413
 AV0751
 AV0751                          SUPERSEDED SURVEY CONTROL
 AV0751
 AV0751  NAD 83(1986)-  29 43 34.44488(N)    092 59 51.53168(W) AD(       ) 2
 AV0751  NAD 27      -  29 43 33.65000(N)    092 59 51.00000(W) AD(       ) 2
 AV0751
 AV0751.Superseded values are not recommended for survey control.
 AV0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0751.See file dsdata.txt to determine how the superseded data were derived.
 AV0751
 AV0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0022788450(NAD 83)
 AV0751_MARKER: Z = SEE DESCRIPTION
 AV0751_SETTING: 0 = UNSPECIFIED SETTING
 AV0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0751
 AV0751  HISTORY     - Date     Condition        Report By
 AV0751  HISTORY     - 1955     MONUMENTED       CGS
 AV0751
 AV0751                          STATION DESCRIPTION
 AV0751
 AV0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AV0751'SEE STATION END
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1550 ***********************************************************************
 CP1550  DESIGNATION -  SOMERSET BOLT
 CP1550  PID         -  CP1550
 CP1550  STATE/COUNTY-  LA/TENSAS
 CP1550  USGS QUAD   -  SOMERSET (1994)
 CP1550
 CP1550                         *CURRENT SURVEY CONTROL
 CP1550  ___________________________________________________________________
 CP1550* NAD 83(1986)-  32 09 11.     (N)    091 10 45.     (W)     SCALED    
 CP1550* NAVD 88     -        25.38   (+/-2cm)      83.3    (feet)  VERTCON   
 CP1550  ___________________________________________________________________
 CP1550  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1550
 CP1550  VERT ORDER  -  ? (See Below)
 CP1550
 CP1550.The horizontal coordinates were scaled from a topographic map and have
 CP1550.an estimated accuracy of +/- 6 seconds.
 CP1550
 CP1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1550.The vertical order pertains to the NGVD 29 superseded value.
 CP1550
 CP1550.The geoid height was determined by GEOID03.
 CP1550
 CP1550;                    North         East    Units  Estimated Accuracy
 CP1550;SPC LA N     -   184,040.    1,124,590.      MT  (+/- 180 meters Scaled)
 CP1550
 CP1550                          SUPERSEDED SURVEY CONTROL
 CP1550
 CP1550  NGVD 29 (??/??/92)   25.408  (m)           83.36   (f) ADJ UNCH    ?  
 CP1550
 CP1550.Superseded values are not recommended for survey control.
 CP1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1550.See file dsdata.txt to determine how the superseded data were derived.
 CP1550
 CP1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR717588(NAD 83)
 CP1550_MARKER: B = BOLT
 CP1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1550_SP_SET: TILE
 CP1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1550
 CP1550  HISTORY     - Date     Condition        Report By
 CP1550  HISTORY     - UNK      MONUMENTED       DOD
 CP1550  HISTORY     - 1934     GOOD             DOD
 CP1550  HISTORY     - 1935     GOOD             DOD
 CP1550
 CP1550                          STATION DESCRIPTION
 CP1550
 CP1550'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1550'5.5 MI NW FROM POINT PLEASANT.
 CP1550'P.B.M. IS TILE AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 CP1550'MISSISSIPPI RIVER IN TENSAS PARISH, LA.  BACK OF DAVIS ISLAND ON RIGHT
 CP1550'BANK OF LAKE PALMYRA, ABOUT 5-1/2 MILES ABOVE POINT PLEASANT AND BACK
 CP1550'OF SOMMERSET LDG.  ON SOMMERSET PLANTATION IN N.E. CORNER OF YARD
 CP1550'AROUND PLANTATION OVERSEERS RESIDENCE OCCUPIED BY ROBERT MCGILL
 CP1550'(NEGRO).  0.46 METER INSIDE OF YARD FENCE RUNNING PARALLEL TO DIRT
 CP1550'ROAD.  4.6 METERS DOWNSTREAM FROM CENTER LINE OF DIRT ROAD.  190
 CP1550'METERS LANDSIDE FROM CENTER LINE OF LEVEE.  37.9 METERS LANDSIDE AND
 CP1550'DOWNSTREAM FROM N.E. CORNER OF MCGILLS RESIDENCE.  21.06 METERS
 CP1550'UPSTREAM FROM 12 IN. CEDAR TREE ON FENCE.
 CP1550
 CP1550                          STATION RECOVERY (1935)
 CP1550
 CP1550'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1935
 CP1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1549 ***********************************************************************
 CP1549  DESIGNATION -  SOMERSET CAP
 CP1549  PID         -  CP1549
 CP1549  STATE/COUNTY-  LA/TENSAS
 CP1549  USGS QUAD   -  SOMERSET (1994)
 CP1549
 CP1549                         *CURRENT SURVEY CONTROL
 CP1549  ___________________________________________________________________
 CP1549* NAD 83(1986)-  32 09 11.     (N)    091 10 45.     (W)     SCALED    
 CP1549* NAVD 88     -        26.60   (+/-2cm)      87.3    (feet)  VERTCON   
 CP1549  ___________________________________________________________________
 CP1549  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1549
 CP1549  VERT ORDER  -  ? (See Below)
 CP1549
 CP1549.The horizontal coordinates were scaled from a topographic map and have
 CP1549.an estimated accuracy of +/- 6 seconds.
 CP1549
 CP1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1549.The vertical order pertains to the NGVD 29 superseded value.
 CP1549
 CP1549.The geoid height was determined by GEOID03.
 CP1549
 CP1549;                    North         East    Units  Estimated Accuracy
 CP1549;SPC LA N     -   184,040.    1,124,590.      MT  (+/- 180 meters Scaled)
 CP1549
 CP1549                          SUPERSEDED SURVEY CONTROL
 CP1549
 CP1549  NGVD 29 (??/??/92)   26.626  (m)           87.36   (f) ADJ UNCH    ?  
 CP1549
 CP1549.Superseded values are not recommended for survey control.
 CP1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1549.See file dsdata.txt to determine how the superseded data were derived.
 CP1549
 CP1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR717588(NAD 83)
 CP1549_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1549_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1549_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1549
 CP1549  HISTORY     - Date     Condition        Report By
 CP1549  HISTORY     - UNK      MONUMENTED       DOD
 CP1549  HISTORY     - 1934     GOOD             DOD
 CP1549  HISTORY     - 1935     GOOD             DOD
 CP1549
 CP1549                          STATION DESCRIPTION
 CP1549
 CP1549'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1549'5.5 MI NW FROM POINT PLEASANT.
 CP1549'P.B.M. IS TILE AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 CP1549'MISSISSIPPI RIVER IN TENSAS PARISH, LA.  BACK OF DAVIS ISLAND ON RIGHT
 CP1549'BANK OF LAKE PALMYRA, ABOUT 5-1/2 MILES ABOVE POINT PLEASANT AND BACK
 CP1549'OF SOMMERSET LDG.  ON SOMMERSET PLANTATION IN N.E. CORNER OF YARD
 CP1549'AROUND PLANTATION OVERSEERS RESIDENCE OCCUPIED BY ROBERT MCGILL
 CP1549'(NEGRO).  0.46 METER INSIDE OF YARD FENCE RUNNING PARALLEL TO DIRT
 CP1549'ROAD.  4.6 METERS DOWNSTREAM FROM CENTER LINE OF DIRT ROAD.  190
 CP1549'METERS LANDSIDE FROM CENTER LINE OF LEVEE.  37.9 METERS LANDSIDE AND
 CP1549'DOWNSTREAM FROM N.E. CORNER OF MCGILLS RESIDENCE.  21.06 METERS
 CP1549'UPSTREAM FROM 12 IN. CEDAR TREE ON FENCE.
 CP1549
 CP1549                          STATION RECOVERY (1935)
 CP1549
 CP1549'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1935
 CP1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2856 ***********************************************************************
 CP2856  DESIGNATION -  SONDHEIMER E SONDHEIMER CO TK
 CP2856  PID         -  CP2856
 CP2856  STATE/COUNTY-  LA/EAST CARROLL
 CP2856  USGS QUAD   -  SONDHEIMER (1994)
 CP2856
 CP2856                         *CURRENT SURVEY CONTROL
 CP2856  ___________________________________________________________________
 CP2856* NAD 83(1992)-  32 33 00.83148(N)    091 10 25.43914(W)     ADJUSTED  
 CP2856* NAVD 88     -                                                        
 CP2856  ___________________________________________________________________
 CP2856  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CP2856  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2856
 CP2856  HORZ ORDER  -  THIRD
 CP2856
 CP2856.The horizontal coordinates were established by classical geodetic methods
 CP2856.and adjusted by the National Geodetic Survey in May 1994..
 CP2856
 CP2856
 CP2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2856
 CP2856.The geoid height was determined by GEOID03.
 CP2856
 CP2856;                    North         East     Units Scale Factor Converg.
 CP2856;SPC LA N     -   228,086.876 1,124,562.780   MT  0.99997552   +0 42 04.3
 CP2856;SPC LA N     -   748,315.03  3,689,503.05   sFT  0.99997552   +0 42 04.3
 CP2856;SPC MS W     -   338,473.732   621,068.629   MT  1.00002680   -0 27 07.9
 CP2856;SPC MS W     - 1,110,475.90  2,037,622.66   sFT  1.00002680   -0 27 07.9
 CP2856;UTM  15      - 3,602,897.972   671,474.891   MT  0.99996259   +0 58 58.2
 CP2856
 CP2856                          SUPERSEDED SURVEY CONTROL
 CP2856
 CP2856  NAD 83(1992)-  32 33 00.84150(N)    091 10 25.43676(W) AD(       ) 4
 CP2856  NAD 83(1986)-  32 33 00.84365(N)    091 10 25.43379(W) AD(       ) 4
 CP2856  NAD 27      -  32 33 00.34400(N)    091 10 25.04000(W) AD(       ) 3
 CP2856
 CP2856.Superseded values are not recommended for survey control.
 CP2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2856.See file dsdata.txt to determine how the superseded data were derived.
 CP2856
 CP2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7147502898(NAD 83)
 CP2856_MARKER: 53 = ELEVATED TANK
 CP2856
 CP2856  HISTORY     - Date     Condition        Report By
 CP2856  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2856
 CP2856                          STATION DESCRIPTION
 CP2856
 CP2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2856'THE STATION IS THE APEX OF THE TANK.  IT IS IN THE EAST EDGE
 CP2856'OF SONDHEIMER, ON THE LUMBER COMPANY PROPERTY ABOUT 300 FEET
 CP2856'EAST OF U.S. HIGHWAY 65.  THE TANK IS OF WOOD CONSTRUCTION,
 CP2856'FLAT ON THE BOTTOM AND A CONICAL TOP, SUPPORTED BY FOUR STEEL
 CP2856'LEGS, IS SILVER IN COLOR AND 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2853 ***********************************************************************
 CP2853  DESIGNATION -  SONDHEIMER RESET
 CP2853  PID         -  CP2853
 CP2853  STATE/COUNTY-  LA/EAST CARROLL
 CP2853  USGS QUAD   -  SONDHEIMER (1994)
 CP2853
 CP2853                         *CURRENT SURVEY CONTROL
 CP2853  ___________________________________________________________________
 CP2853* NAD 83(1992)-  32 32 55.15249(N)    091 10 31.48612(W)     ADJUSTED  
 CP2853* NAVD 88     -        25.672  (meters)      84.23   (feet)  ADJUSTED  
 CP2853  ___________________________________________________________________
 CP2853  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CP2853  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP2853  DYNAMIC HT  -          25.644 (meters)      84.13  (feet)  COMP
 CP2853  MODELED GRAV-     979,519.9   (mgal)                       NAVD 88
 CP2853
 CP2853  HORZ ORDER  -  FIRST
 CP2853  VERT ORDER  -  SECOND    CLASS I
 CP2853
 CP2853.The horizontal coordinates were established by classical geodetic methods
 CP2853.and adjusted by the National Geodetic Survey in May 1994..
 CP2853
 CP2853.The orthometric height was determined by differential leveling
 CP2853.and adjusted by the National Geodetic Survey in May 1997..
 CP2853
 CP2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2853
 CP2853.The geoid height was determined by GEOID03.
 CP2853
 CP2853.The dynamic height is computed by dividing the NAVD 88
 CP2853.geopotential number by the normal gravity value computed on the
 CP2853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2853.degrees latitude (g = 980.6199 gals.).
 CP2853
 CP2853.The modeled gravity was interpolated from observed gravity values.
 CP2853
 CP2853;                    North         East     Units Scale Factor Converg.
 CP2853;SPC LA N     -   227,910.025 1,124,407.167   MT  0.99997522   +0 42 01.1
 CP2853;SPC LA N     -   747,734.81  3,688,992.51   sFT  0.99997522   +0 42 01.1
 CP2853;SPC MS W     -   338,300.041   620,909.480   MT  1.00002711   -0 27 11.1
 CP2853;SPC MS W     - 1,109,906.05  2,037,100.52   sFT  1.00002711   -0 27 11.1
 CP2853;UTM  15      - 3,602,720.361   671,320.151   MT  0.99996194   +0 58 54.8
 CP2853
 CP2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2853!SPC LA N     -   1.00000011  x   0.99997522  =   0.99997533
 CP2853!SPC MS W     -   1.00000011  x   1.00002711  =   1.00002722
 CP2853!UTM  15      -   1.00000011  x   0.99996194  =   0.99996205
 CP2853
 CP2853|---------------------------------------------------------------------|
 CP2853| PID    Reference Object                     Distance      Geod. Az  |
 CP2853|                                                           dddmmss.s |
 CP2853| CP3345 SONDHEIMER RM 4                     189.749 METERS 00706     |
 CP2853| CP2856 SONDHEIMER E SONDHEIMER CO TK       235.572 METERS 04203     |
 CP2853| CY5561 SONDHEIMER RM 1                      35.476 METERS 06952     |
 CP2853| CY5560 SONDHEIMER AZ MK                                   1465221.0 |
 CP2853| CY5563 SONDHEIMER RM 3                      42.358 METERS 30542     |
 CP2853| CY5562 SONDHEIMER RM 2                      54.560 METERS 34440     |
 CP2853|---------------------------------------------------------------------|
 CP2853
 CP2853                          SUPERSEDED SURVEY CONTROL
 CP2853
 CP2853  NAD 83(1992)-  32 32 55.16257(N)    091 10 31.48368(W) AD(       ) 1
 CP2853  NAD 83(1986)-  32 32 55.16478(N)    091 10 31.48065(W) AD(       ) 1
 CP2853  NAD 27      -  32 32 54.66800(N)    091 10 31.08500(W) AD(       ) 1
 CP2853  NGVD 29 (07/19/86)   26.22   (m)           86.0    (f) LEVELING    3  
 CP2853
 CP2853.Superseded values are not recommended for survey control.
 CP2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2853.See file dsdata.txt to determine how the superseded data were derived.
 CP2853
 CP2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7132002720(NAD 83)
 CP2853_MARKER: DS = TRIANGULATION STATION DISK
 CP2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2853_STAMPING: SONDHEIMER 1929 1958
 CP2853_MARK LOGO: CGS   
 CP2853_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2853+STABILITY: SURFACE MOTION
 CP2853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2853+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1984
 CP2853
 CP2853  HISTORY     - Date     Condition        Report By
 CP2853  HISTORY     - 1958     MONUMENTED       CGS
 CP2853  HISTORY     - 1970     GOOD             NGS
 CP2853  HISTORY     - 19840611 GOOD             NGS
 CP2853  HISTORY     - 19870115 GOOD             LADTD
 CP2853
 CP2853                          STATION DESCRIPTION
 CP2853
 CP2853'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2853'THE STATION MARKS AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 CP2853'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 2
 CP2853'WAS FOUND IN POOR CONDITION SO WAS DESTROYED AND A NEW REFERENCE
 CP2853'MARK 3 ESTABLISHED.  THE STATION SURFACE MARK APPEARED SLIGHTLY
 CP2853'DISTURBED AND A NEW SURFACE MARK WAS ESTABLISHED.  AN AZIMUTH
 CP2853'MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION IS AS
 CP2853'FOLLOWS--
 CP2853'
 CP2853'STATION IS LOCATED IN THE SOUTH CENTRAL PART OF SONDHEIMER,
 CP2853'ONE BLOCK WEST AND ONE BLOCK SOUTH OF THE RAILROAD DEPOT AND
 CP2853'ON THE PROPERTY OF THE FIRST PENTECOSTAL CHURCH OF SONDHEIMER.
 CP2853'
 CP2853'STATION MARKS ARE STANDARD DISKS.  UNDERGROUND MARK IS STAMPED
 CP2853'SONDHEIMER 1929.  SURFACE MARK IS STAMPED SONDHEIMER 1929 1958.
 CP2853'IT IS SET IN THE TOP OF A 20 INCH SQUARE CONCRETE POST WHICH IS
 CP2853'20 INCHES BELOW THE GROUND SURFACE, 92 FEET NORTHWEST OF A
 CP2853'POWERLINE POLE WHICH IS ON THE WEST SIDE OF THE HIGHWAY, 92
 CP2853'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FRAME
 CP2853'HOUSE, 80 FEET WEST OF THE INTERSECTION OF THE CHURCH DRIVE
 CP2853'CENTER WITH THE WEST EDGE OF THE HIGHWAY, 85 FEET SOUTHWEST OF
 CP2853'THE HIGHWAY CENTER AND 44 FEET NORTH-NORTHWEST OF THE
 CP2853'NORTHWEST CORNER OF THE CHURCH.
 CP2853'
 CP2853'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SONDHEIMER NO 1 1929.
 CP2853'IT IS SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING
 CP2853'6 INCHES, 126 FEET NORTH-NORTHEAST OF THE CHURCH CORNER, 109
 CP2853'FEET NORTH OF THE POWERLINE POLE, 52 FEET NORTH-NORTHEAST OF
 CP2853'THE CHURCH DRIVE INTERSECTION, 32 FEET NORTHEAST OF THE HIGHWAY
 CP2853'CENTER AND 27 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 CP2853'GREEN FRAME HOUSE.
 CP2853'
 CP2853'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SONDHEIMER NO 3
 CP2853'1929 1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2853'POST FLUSH WITH THE GROUND SURFACE, SET AT THE SOUTHWEST CORNER OF
 CP2853'AN OLD GARAGE AND TOOL SHED, 230 FEET NORTHWEST OF THE POWERLINE
 CP2853'POLE, 177 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH,
 CP2853'162 FEET SOUTHWEST OF THE HIGHWAY CENTER AND 54 FEET WEST OF
 CP2853'THE SOUTHWEST CORNER OF THE WHITE FRAME HOUSE.
 CP2853'
 CP2853'AZIMUTH MARK IS A STANDARD DISK, STAMPED SONDHEIMER 1929 1958.  IT
 CP2853'IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2853'6 INCHES, 217 FEET EAST OF THE SOUTHEAST CORNER OF A CHURCH, 113
 CP2853'FEET SOUTHEAST OF THE INTERSECTION OF THE CHURCH DRIVE CENTER WITH
 CP2853'THE WEST EDGE OF THE HIGHWAY, 50 FEET EAST-NORTHEAST OF THE
 CP2853'HIGHWAY CENTER, 34 FEET WEST-SOUTHWEST OF THE WEST RAIL OF
 CP2853'RAILROAD TRACKS AND 1 FOOT NORTH OF A TELEPHONE POLE.  A 4 IN X 4
 CP2853'IN WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 CP2853'
 CP2853'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS
 CP2853
 CP2853                          STATION RECOVERY (1970)
 CP2853
 CP2853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2853'THE STATION MARK, REFERENCE MARKS ONE AND THREE AND THE AZIMUTH
 CP2853'MARK WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED
 CP2853'IN 1958.
 CP2853'
 CP2853'THE DIRECTIONS TO THE REFERENCE MARKS CHECKED THE PREVIOUS DATA.
 CP2853'THE DISTANCES TO THE REFERENCE MARKS DID NOT COMPARE WITH
 CP2853'THE PREVIOUS DATA AND THE NEW MEASUREMENTS ARE LISTED ABOVE.
 CP2853'THE DIRECTION TO THE AZIMUTH MARK MISSED THE PREVIOUS DATA 10.3
 CP2853'SECONDS.
 CP2853'
 CP2853'THE LOCATION OF THE STATION IS ADEQUATE.  THE STATION IS IN
 CP2853'THE FRONT YARD OF THE CHURCH OF THE LORD JESUS CHRIST WHO IS
 CP2853'THE PROPERTY OWNER, MRS. CECIL MACHEM, A LEADING CHURCH MEMBER,
 CP2853'ROUTE 1 BOX 196 E, SONDHEIMER, LOUISIANA, PHONE NUMBER 522-6272
 CP2853'OUT OF ALSATIA, GRANTED THE PERMISSION TO OCCUPY THE STATION
 CP2853'AT THIS TIME.
 CP2853'
 CP2853'NO MEASUREMENT BETWEEN THE REFERENCE MARKS, DUE TO HOUSE AND
 CP2853'TREE ON LINE.
 CP2853'
 CP2853'HEIGHT OF LIGHT ABOVE STATION MARK 114.6 FEET.
 CP2853'
 CP2853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF
 CP2853'SONDHEIMER.
 CP2853
 CP2853                          STATION RECOVERY (1984)
 CP2853
 CP2853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 CP2853'THE SURFACE STATION MARK, REFERENCE MARKS NO 1 AND NO 3 WERE RECOVERED
 CP2853'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION BETWEEN
 CP2853'REFERENCE MARKS NO 1 AND NO 3 CHECKED THE 1970 DATA.  THE AZIMUTH MARK
 CP2853'WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THIS MARK WAS
 CP2853'DESTROYED WHEN RAILROAD RIGHT-OF-WAY WAS CLEARED.  A SUITABLE PLACE
 CP2853'FOR AN AZIMUTH MARK COULD NOT BE FOUND, SO A LONG DISTANCE REFERENCE
 CP2853'MARK WAS ESTABLISHED THIS DATE.  A POLARIS OBSERVATION WAS MADE THIS
 CP2853'6-12-84.  DUE TO CHANGES IN THE AREA A NEW COMPLETE DESCRIPTION
 CP2853'FOLLOWS.
 CP2853' 
 CP2853'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) NORTH OF TALLULAH AND
 CP2853'33.8 KM (21 MI) SOUTH OF LAKE PROVIDENCE, IN THE NORTHWEST QUARTER OF
 CP2853'SECTION 53, T18N, R13E IN THE SOUTH CENTRAL PART OF SONDHEIMER.  IT IS
 CP2853'ONE BLOCK WEST AND ONE BLOCK SOUTH OF THE SONDHEIMER LUMBER COMPANY
 CP2853'OFFICE AND ABOUT 122 METERS (400 FT) SOUTH OF THE POST OFFICE IN
 CP2853'SONDHEIMER.  OWNERSHIP--SONDHEIMER LUMBER COMPANY.
 CP2853' 
 CP2853'TO REACH THE STATION FROM THE POST OFFICE IN SONDHEIMER DRIVE SOUTH
 CP2853'FOR 0.12 KM (0.07 MI) TO THE STATION MARK ON THE RIGHT NEAR A WOOD
 CP2853'FRAME BUILDING ACROSS THE ROAD FROM THE SONDHEIMER LUMBER COMPANY
 CP2853'STORAGE YARD.
 CP2853' 
 CP2853'THE STATION IS A STANDARD NGS DISK STAMPED--SONDHEIMER 1929 1958--,
 CP2853'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 INCHES OR 50.8 CM ON
 CP2853'SIDE RECESSED 20 INCHES OR 51 CM BELOW THE GROUND LOCATED 92 FT (28.04
 CP2853'M) NW FROM A POWER POLE WITH SECURITY LIGHT ATTACHED, 92 FT (28.04 M)
 CP2853'SSE FROM THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE, 85 FT (25.91 M)
 CP2853'SW FROM THE CENTER OF US HIGHWAY 65, 84 FT (25.60 M) W FROM THE
 CP2853'INTERSECTION OF A GRAVEL DRIVE AND HIGHWAY 65, AND 44 FT (13.41 M) NNW
 CP2853'FROM THE NORTHWEST CORNER OF A WOOD FRAME BUILDING.
 CP2853' 
 CP2853'THE UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 CP2853' 
 CP2853'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--SONDHEIMER NO 1
 CP2853'1929--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES OR
 CP2853'25.4 CM ON SIDE PROJECTING 6 INCHES OR 15 CM ABOVE THE GROUND LOCATED
 CP2853'126 FT (38.40 M) NNE FROM THE NORTHEAST CORNER OF A WOOD FRAME
 CP2853'BUILDING, 109 FT (33.27 M) N FROM A POWER POLE WITH SECURITY LIGHT
 CP2853'ATTACHED, 32 FT (9.75 M) NE FROM THE CENTER OF US HIGHWAY 65, AND 27
 CP2853'FT (8.23 M) SSW FROM THE SOUTHWEST CORNER OF A GREEN FRAME HOUSE.
 CP2853' 
 CP2853'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--SONDHEIMER NO 3
 CP2853'1929 1958--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 11 INCHES
 CP2853'OR 28 CM ON SIDE FLUSH WITH GROUND LOCATED 230 FT (70.10 M) NW FROM A
 CP2853'POWER POLE, 177 FT (53.95 M) NW FROM THE NORTHEAST CORNER OF A WOOD
 CP2853'FRAME BUILDING, 167 FT (50.90 M) SW FROM THE CENTER OF HIGHWAY 65, AND
 CP2853'1 FT (0.30 M) S FROM THE SOUTHWEST CORNER OF AN OLD GARAGE AND TOOL
 CP2853'SHED.
 CP2853' 
 CP2853'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--SONDHEIMER 1929 NO
 CP2853'4 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 CP2853'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 20.5 FT (6.3 M) WSW FROM
 CP2853'A METER LOOP ON THE SOUTH SIDE OF A BUILDING, 12.5 FT (3.9 M) SW FROM
 CP2853'THE CENTER OF A DOUBLE GLASS DOORWAY ON THE SOUTH SIDE, 5 FT (1.5 M) E
 CP2853'FROM THE SOUTHEAST CORNER OF SONDHEIMER COMPANY, AND 2.5 FT (0.8 M) N
 CP2853'FROM THE NORTH EDGE OF A 6 FOOT WIDE SIDEWALK.
 CP2853
 CP2853                          STATION RECOVERY (1987)
 CP2853
 CP2853'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP2853'ABOUT 19.3 KM (12.00 MI) NORTH ON U S HIGHWAY 65 FROM THE COURTHOUSE
 CP2853'IN TALLULAH TO THE MARK ON THE LEFT AND ABOUT 0.11 KM (0.05 MI) SOUTH
 CP2853'ON U S HIGHWAY 65 FROM THE POST OFFICE IN SONDHEIMER TO THE MARK ON
 CP2853'THE RIGHT NEAR A WOOD FRAME BUILDING ACROSS THE ROAD FROM THE
 CP2853'SONDHEIMER LUMBER COMPANY STORAGE YARD, 28 M (91.9 FT) NORTHWEST OF A
 CP2853'POWER POLE WITH A SECURITY LIGHT, 26 M (85.3 FT) SOUTHWEST OF THE
 CP2853'CENTER OF THE HIGHWAY, 25.6 M (84.0 FT) WEST OF THE INTERSECTION OF
 CP2853'HIGHWAY 65 AND A GRAVEL DRIVE AND 13.4 M (44.0 FT) NORTH-NORTHWEST OF
 CP2853'THE NORTHWEST CORNER OF A WOOD FRAME BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3345 ***********************************************************************
 CP3345  DESIGNATION -  SONDHEIMER RM 4
 CP3345  PID         -  CP3345
 CP3345  STATE/COUNTY-  LA/EAST CARROLL
 CP3345  USGS QUAD   -  SONDHEIMER (1994)
 CP3345
 CP3345                         *CURRENT SURVEY CONTROL
 CP3345  ___________________________________________________________________
 CP3345* NAD 83(1992)-  32 33 01.26491(N)    091 10 30.58614(W)     ADJUSTED  
 CP3345* NAVD 88     -        27.     (meters)      89.     (feet)  VERTCON   
 CP3345  ___________________________________________________________________
 CP3345  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CP3345  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP3345
 CP3345  HORZ ORDER  -  THIRD
 CP3345
 CP3345.The horizontal coordinates were established by classical geodetic methods
 CP3345.and adjusted by the National Geodetic Survey in May 1994..
 CP3345.No horizontal observational check was made to the station.
 CP3345
 CP3345.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3345
 CP3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3345
 CP3345.The geoid height was determined by GEOID03.
 CP3345
 CP3345;                    North         East     Units Scale Factor Converg.
 CP3345;SPC LA N     -   228,098.584 1,124,428.344   MT  0.99997555   +0 42 01.6
 CP3345;SPC LA N     -   748,353.44  3,689,061.99   sFT  0.99997555   +0 42 01.6
 CP3345;UTM  15      - 3,602,909.019   671,340.401   MT  0.99996202   +0 58 55.5
 CP3345
 CP3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3345!SPC LA N     -   0.99999985  x   0.99997555  =   0.99997540
 CP3345!UTM  15      -   0.99999985  x   0.99996202  =   0.99996187
 CP3345
 CP3345                          SUPERSEDED SURVEY CONTROL
 CP3345
 CP3345  NAD 83(1992)-  32 33 01.27499(N)    091 10 30.58370(W) AD(       ) 3
 CP3345  NAD 83(1986)-  32 33 01.27721(N)    091 10 30.58067(W) AD(       ) 3
 CP3345  NGVD 29 (11/02/92)   27.     (m)           89.     (f) VERT ANG       
 CP3345
 CP3345.Superseded values are not recommended for survey control.
 CP3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3345.See file dsdata.txt to determine how the superseded data were derived.
 CP3345
 CP3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7134002909(NAD 83)
 CP3345_MARKER: DR = REFERENCE MARK DISK
 CP3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3345_STAMPING: SONDHEIMER 1929 NO 4 1984
 CP3345_MARK LOGO: NGS   
 CP3345_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3345+STABILITY: SURFACE MOTION
 CP3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3345+SATELLITE: SATELLITE OBSERVATIONS - 1984
 CP3345
 CP3345  HISTORY     - Date     Condition        Report By
 CP3345  HISTORY     - 1984     MONUMENTED       NGS
 CP3345  HISTORY     - UNK      SEE DESCRIPTION
 CP3345
 CP3345                          STATION DESCRIPTION
 CP3345
 CP3345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 CP3345'THE STATION IS LOCATED ABOUT 19.5 KM (12.1 MI) NORTH OF TALLULAH AND
 CP3345'33.6 KM (20.9 MI) SOUTH OF LAKE PROVIDENCE, IN THE NORTHWEST QUARTER
 CP3345'OF SECTION 53, T18N, R13E IN THE SOUTH CENTRAL PART OF SONDHEIMER.
 CP3345'OWNERSHIP--SONDHEIMER LUMBER COMPANY.
 CP3345' 
 CP3345'TO REACH THE STATION FROM THE POST OFFICE IN SONDHEIMER DRIVE NORTH
 CP3345'FOR 0.3 KM (0.50 MI) TO THE STATION ON THE RIGHT NEAR THE E SONDHEIMER
 CP3345'LUMBER COMPANY OFFICE.
 CP3345' 
 CP3345'THE STATION IS A STANDARD NGS DISK STAMPED--SONDHEIMER 1929 NO 4
 CP3345'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 CP3345'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 5 FT (1.5 M) E FROM THE
 CP3345'SOUTHEAST CORNER OF THE E SONDHEIMER COMPANY, 2.5 FT (0.8 M) N FROM
 CP3345'THE NORTH EDGE OF A 6 FEET WIDE SIDEWALK, 12.5 FT (3.8 M) SW FROM THE
 CP3345'CENTER OF A DOUBLE GLASS DOORWAY ON THE SOUTH SIDE, AND 20.5 FT (6.3
 CP3345'M) WSW FROM A METER LOOP ON THE SOUTH SIDE OF BUILDING.
 CP3345
 CP3345                          STATION RECOVERY (UNK )
 CP3345
 CP3345'RECOVERED UNK
 CP3345'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2964 ***********************************************************************
 BH2964  DESIGNATION -  SONES
 BH2964  PID         -  BH2964
 BH2964  STATE/COUNTY-  LA/WASHINGTON
 BH2964  USGS QUAD   -  ANGIE (1982)
 BH2964
 BH2964                         *CURRENT SURVEY CONTROL
 BH2964  ___________________________________________________________________
 BH2964* NAD 83(1992)-  30 57 15.99560(N)    089 48 17.66276(W)     ADJUSTED  
 BH2964* NAVD 88     -        38.9    (meters)     128.     (feet)  VERTCON   
 BH2964  ___________________________________________________________________
 BH2964  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BH2964  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BH2964
 BH2964  HORZ ORDER  -  FIRST
 BH2964
 BH2964.The horizontal coordinates were established by classical geodetic methods
 BH2964.and adjusted by the National Geodetic Survey in May 1994..
 BH2964
 BH2964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2964
 BH2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2964
 BH2964.The geoid height was determined by GEOID03.
 BH2964
 BH2964;                    North         East     Units Scale Factor Converg.
 BH2964;SPC LA S     -   273,047.533 1,146,045.660   MT  1.00006401   +0 45 51.2
 BH2964;SPC LA S     -   895,823.45  3,759,984.80   sFT  1.00006401   +0 45 51.2
 BH2964;SPC MS E     -   161,631.009   207,169.086   MT  1.00005626   -0 29 59.2
 BH2964;SPC MS E     -   530,284.40    679,687.24   sFT  1.00005626   -0 29 59.2
 BH2964;SPC MS W     -   161,345.905   750,488.823   MT  0.99998143   +0 16 18.5
 BH2964;SPC MS W     -   529,349.02  2,462,228.75   sFT  0.99998143   +0 16 18.5
 BH2964;UTM  16      - 3,427,928.339   232,048.661   MT  1.00048574   -1 26 36.9
 BH2964
 BH2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2964!SPC LA S     -   0.99999825  x   1.00006401  =   1.00006226
 BH2964!SPC MS E     -   0.99999825  x   1.00005626  =   1.00005451
 BH2964!SPC MS W     -   0.99999825  x   0.99998143  =   0.99997968
 BH2964!UTM  16      -   0.99999825  x   1.00048574  =   1.00048399
 BH2964
 BH2964|---------------------------------------------------------------------|
 BH2964| PID    Reference Object                     Distance      Geod. Az  |
 BH2964|                                                           dddmmss.s |
 BH2964| DD8687 SONES RM 1                           38.225 METERS 08422     |
 BH2964| DD8688 SONES RM 2                           38.652 METERS 16449     |
 BH2964| DD8686 SONES AZ MK                                        2961057.0 |
 BH2964|---------------------------------------------------------------------|
 BH2964
 BH2964                          SUPERSEDED SURVEY CONTROL
 BH2964
 BH2964  NAD 83(1992)-  30 57 16.00818(N)    089 48 17.66071(W) AD(       ) 1
 BH2964  NAD 83(1986)-  30 57 16.01006(N)    089 48 17.65996(W) AD(       ) 1
 BH2964  NAD 27      -  30 57 15.34614(N)    089 48 17.38594(W) AD(       ) 1
 BH2964  NGVD 29 (07/19/86)   39.0    (m)          128.     (f) VERT ANG       
 BH2964
 BH2964.Superseded values are not recommended for survey control.
 BH2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2964.See file dsdata.txt to determine how the superseded data were derived.
 BH2964
 BH2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3204927928(NAD 83)
 BH2964_MARKER: DS = TRIANGULATION STATION DISK
 BH2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2964+STABILITY: SURFACE MOTION
 BH2964
 BH2964  HISTORY     - Date     Condition        Report By
 BH2964  HISTORY     - 1966     MONUMENTED       CGS
 BH2964  HISTORY     - 20060412 MARK NOT FOUND   NGS
 BH2964
 BH2964                          STATION DESCRIPTION
 BH2964
 BH2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BH2964'STATION IS LOCATED ABOUT 9-3/4 MILES NORTH-NORTHEAST OF BOGALUSA, 3/4
 BH2964'MILE SOUTH-SOUTHEAST OF ANGIE, 1/2 MILE EAST OF THE JUNCTION OF
 BH2964'STATE HIGHWAYS 21 AND 1071 WHICH IS ABOUT 1/2 MILE SOUTH OF ANGIE,
 BH2964'IN THE NORTHEAST CORNER OF A CULTIVATED FIELD WHICH HAS A FENCE
 BH2964'AROUND IT, ON PROPERTY LAND WHICH IS OWNED AND OCCUPIED BY A MR.
 BH2964'CONNIE SIMON AND IN THE NORTHEAST 1/4 OF SECTION 54, T 1 S, R 14 E.
 BH2964'MARK IS 76 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBER 8
 BH2964'WHICH HAS A TRANSFORMER ATTACHED, 49 FEET WEST OF THE CENTER OF A
 BH2964'LANE ROAD, 37 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 1071, 40.0
 BH2964'FEET WEST-SOUTHWEST OF A FENCE CORNER, 15.0 FEET SOUTHEAST OF A
 BH2964'METAL WITNESS POST AND 6.0 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 BH2964'
 BH2964'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 BH2964'MONUMENTS.
 BH2964'
 BH2964'STATION MARK DISK IS STAMPED SONES 1966 AND THE SURFACE DISK IS SET
 BH2964'ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.
 BH2964'
 BH2964'REFERENCE MARK NUMBER 2 DISK IS STAMPED SONES NO 2 1966 AND THE MARK
 BH2964'PROJECTS ABOUT 3 INCHES.  MARK IS 143 FEET SOUTH OF THE CENTER OF
 BH2964'HIGHWAY 1071, 8 FEET WEST OF THE CENTER OF THE LANE ROAD AND 1 FOOT
 BH2964'WEST OF A NORTH-SOUTH FENCE LINE.
 BH2964'
 BH2964'REFERENCE MARK NUMBER 1 DISK IS STAMPED SONES NO 1 1966 AND THE MARK
 BH2964'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 73.5 FEET EAST OF
 BH2964'THE POWERLINE POLE NUMBER 8, 26.8 FEET WEST OF THE CENTER OF
 BH2964'HIGHWAY 1071 AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 BH2964'
 BH2964'AZIMUTH MARK DISK IS STAMPED SONES 1966 AND THE MARK IS FLUSH WITH
 BH2964'THE SURFACE OF THE GROUND.  MARK IS 41 FEET SOUTHWEST OF THE JUNCTION
 BH2964'OF HIGHWAY 1071 AND A SURFACED ROAD WHICH LEADS NORTH FROM THE
 BH2964'HIGHWAY, 23 FEET NORTH OF THE CENTER OF HIGHWAY 1071, 1.7 FEET
 BH2964'SOUTH OF A POWERLINE POLE AND 1.3 FEET SOUTH OF A METAL WITNESS
 BH2964'POST.
 BH2964'
 BH2964'STATION IS REACHED FROM THE POST OFFICE IN ANGIE.  GO SOUTH ON STATE
 BH2964'HIGHWAY 21 FOR 0.15 MILE TO THE JUNCTION WITH STATE HIGHWAY 438.
 BH2964'CONTINUE SOUTH ON HIGHWAY 21 FOR 0.45 MILE TO THE JUNCTION WITH
 BH2964'STATE HIGHWAY 1071 ON THE LEFT.  TURN LEFT AND GO EAST ON HIGHWAY
 BH2964'1071 (GRAVELED ROAD) FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 BH2964'LEFT, AS DESCRIBED.  CONTINUE EAST ON HIGHWAY 1071 FOR 0.35 MILE
 BH2964'TO THE STATION MARK ON THE RIGHT, AS DESCRIBED.
 BH2964'
 BH2964'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION MARK AT PRESENT TIME BUT
 BH2964'COULD BE MADE VISIBLE WITH A LITTLE CLEARING OF TREES.
 BH2964'
 BH2964'HEIGHT OF LIGHT ABOVE STATION MARK 39.02 METERS.
 BH2964
 BH2964                          STATION RECOVERY (2006)
 BH2964
 BH2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH2964'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1565 ***********************************************************************
 BW1565  DESIGNATION -  SONES BOLT
 BW1565  PID         -  BW1565
 BW1565  STATE/COUNTY-  LA/CATAHOULA
 BW1565  USGS QUAD   -  HARRISONBURG (1984)
 BW1565
 BW1565                         *CURRENT SURVEY CONTROL
 BW1565  ___________________________________________________________________
 BW1565* NAD 83(1986)-  31 46 01.     (N)    091 49 43.     (W)     SCALED    
 BW1565* NAVD 88     -        23.86   (+/-2cm)      78.3    (feet)  VERTCON   
 BW1565  ___________________________________________________________________
 BW1565  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1565
 BW1565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1565
 BW1565.The horizontal coordinates were scaled from a topographic map and have
 BW1565.an estimated accuracy of +/- 6 seconds.
 BW1565
 BW1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1565.The vertical order pertains to the NGVD 29 superseded value.
 BW1565
 BW1565.The geoid height was determined by GEOID03.
 BW1565
 BW1565;                    North         East    Units  Estimated Accuracy
 BW1565;SPC LA N     -   140,670.    1,063,600.      MT  (+/- 180 meters Scaled)
 BW1565
 BW1565                          SUPERSEDED SURVEY CONTROL
 BW1565
 BW1565  NGVD 29 (??/??/92)   23.857  (m)           78.27   (f) ADJ UNCH    2 0
 BW1565
 BW1565.Superseded values are not recommended for survey control.
 BW1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1565.See file dsdata.txt to determine how the superseded data were derived.
 BW1565
 BW1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR109152(NAD 83)
 BW1565_MARKER: B = BOLT
 BW1565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1565_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1565
 BW1565  HISTORY     - Date     Condition        Report By
 BW1565  HISTORY     - UNK      MONUMENTED       DOD
 BW1565  HISTORY     - 1934     GOOD             DOD
 BW1565
 BW1565                          STATION DESCRIPTION
 BW1565
 BW1565'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1565'0.5 MI SW FROM HARRISONBURG.
 BW1565'B.M. IS A PIPE FLANGE BENCH WITH BRASS CAP.  LOCATED 0.5 MILE
 BW1565'SOUTHWEST OF HARRISONBURG, CATAHOULA PARISH, LOUISIANA.  12 FEET WEST
 BW1565'OF WEST FENCE OF HARRISONBURG CEMETERY AT JUNCTION OF STATE HIGHWAYS
 BW1565'NO. 18 AND NO. 19, 46 FEET NOPRTHWEST OF CENTERLINE OF HIGHWAY NO. 19.
 BW1565'CAP IS ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1564 ***********************************************************************
 BW1564  DESIGNATION -  SONES CAP
 BW1564  PID         -  BW1564
 BW1564  STATE/COUNTY-  LA/CATAHOULA
 BW1564  USGS QUAD   -  HARRISONBURG (1984)
 BW1564
 BW1564                         *CURRENT SURVEY CONTROL
 BW1564  ___________________________________________________________________
 BW1564* NAD 83(1986)-  31 46 02.     (N)    091 49 43.     (W)     SCALED    
 BW1564* NAVD 88     -        25.07   (+/-2cm)      82.3    (feet)  VERTCON   
 BW1564  ___________________________________________________________________
 BW1564  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1564
 BW1564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1564
 BW1564.The horizontal coordinates were scaled from a topographic map and have
 BW1564.an estimated accuracy of +/- 6 seconds.
 BW1564
 BW1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1564.The vertical order pertains to the NGVD 29 superseded value.
 BW1564
 BW1564.The geoid height was determined by GEOID03.
 BW1564
 BW1564;                    North         East    Units  Estimated Accuracy
 BW1564;SPC LA N     -   140,700.    1,063,600.      MT  (+/- 180 meters Scaled)
 BW1564
 BW1564                          SUPERSEDED SURVEY CONTROL
 BW1564
 BW1564  NGVD 29 (??/??/92)   25.076  (m)           82.27   (f) ADJ UNCH    2 0
 BW1564
 BW1564.Superseded values are not recommended for survey control.
 BW1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1564.See file dsdata.txt to determine how the superseded data were derived.
 BW1564
 BW1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR109152(NAD 83)
 BW1564_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1564_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1564_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1564
 BW1564  HISTORY     - Date     Condition        Report By
 BW1564  HISTORY     - UNK      MONUMENTED       DOD
 BW1564  HISTORY     - 1934     GOOD             DOD
 BW1564
 BW1564                          STATION DESCRIPTION
 BW1564
 BW1564'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1564'0.5 MI SW FROM HARRISONBURG.
 BW1564'B.M. IS A PIPE FLANGE BENCH WITH BRASS CAP.  LOCATED 0.5 MILE
 BW1564'SOUTHWEST OF HARRISONBURG, CATAHOULA PARISH, LOUISIANA.  12 FEET WEST
 BW1564'OF WEST FENCE OF HARRISONBURG CEMETERY AT JUNCTION OF STATE HIGHWAYS
 BW1564'NO. 18 AND NO. 19, 46 FEET NORTHWEST OF CENTERLINE OF HIGHWAY NO. 19.
 BW1564'CAP IS ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4490 ***********************************************************************
 BJ4490  DESIGNATION -  SOR
 BJ4490  PID         -  BJ4490
 BJ4490  STATE/COUNTY-  LA/ASCENSION
 BJ4490  USGS QUAD   -  GONZALES (1991)
 BJ4490
 BJ4490                         *CURRENT SURVEY CONTROL
 BJ4490  ___________________________________________________________________
 BJ4490* NAD 83(1992)-  30 09 12.45801(N)    090 53 33.61200(W)     ADJUSTED  
 BJ4490* NAVD 88     -         3.8  **(meters)      12.   **(feet)  VERTCON   
 BJ4490  **This station is located in a subsidence area (see below).
 BJ4490  ___________________________________________________________________
 BJ4490  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4490  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ4490
 BJ4490  HORZ ORDER  -  SECOND
 BJ4490
 BJ4490.The horizontal coordinates were established by classical geodetic methods
 BJ4490.and adjusted by the National Geodetic Survey in January 1993..
 BJ4490
 BJ4490 ** The orthometric height has not been validated since last determined
 BJ4490 ** by differential leveling and should not be used for control purposes.
 BJ4490 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4490 ** area with valid NAVD 88 orthometric heights.
 BJ4490 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4490 ** epoch indicated which incorporates improved geoid heights for the
 BJ4490 ** Southern Louisiana Subsidence area.
 BJ4490 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4490
 BJ4490.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4490
 BJ4490.The geoid height was determined by GEOID03.
 BJ4490
 BJ4490;                    North         East     Units Scale Factor Converg.
 BJ4490;SPC LA S     -   183,358.468 1,042,449.289   MT  0.99992928   +0 13 13.2
 BJ4490;SPC LA S     -   601,568.57  3,420,102.38   sFT  0.99992928   +0 13 13.2
 BJ4490;UTM  15      - 3,337,665.585   702,956.493   MT  1.00010821   +1 03 32.1
 BJ4490
 BJ4490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4490!SPC LA S     -   1.00000359  x   0.99992928  =   0.99993287
 BJ4490!UTM  15      -   1.00000359  x   1.00010821  =   1.00011180
 BJ4490
 BJ4490:                Primary Azimuth Mark                     Grid Az
 BJ4490:SPC LA S     -  SOR AZ MK                                037 23 05.1
 BJ4490:UTM  15      -  SOR AZ MK                                036 32 46.2
 BJ4490
 BJ4490|---------------------------------------------------------------------|
 BJ4490| PID    Reference Object                     Distance      Geod. Az  |
 BJ4490|                                                           dddmmss.s |
 BJ4490| BJ4510 SOR AZ MK                           APPROX. 1.0 KM 0373618.3 |
 BJ4490| BJ4509 SOR AZ MK 2                         APPROX. 1.0 KM 0373723.8 |
 BJ4490| CW2339 SOR RM 1                             12.171 METERS 04544     |
 BJ4490| BJ4491 SOR LDH 1973 RM 2                    10.408 METERS 23627     |
 BJ4490| BJ4502 3H016                               483.634 METERS 2421228.4 |
 BJ4490|---------------------------------------------------------------------|
 BJ4490
 BJ4490                          SUPERSEDED SURVEY CONTROL
 BJ4490
 BJ4490  NAD 83(1986)-  30 09 12.47494(N)    090 53 33.61252(W) AD(       ) 2
 BJ4490  NAD 27      -  30 09 11.76123(N)    090 53 33.26248(W) AD(       ) 2
 BJ4490  NGVD 29 (07/19/86)    3.9    (m)           13.     (f) VERT ANG       
 BJ4490
 BJ4490.Superseded values are not recommended for survey control.
 BJ4490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4490.See file dsdata.txt to determine how the superseded data were derived.
 BJ4490
 BJ4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0295637666(NAD 83)
 BJ4490_MARKER: DD = SURVEY DISK
 BJ4490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4490+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 BJ4490
 BJ4490  HISTORY     - Date     Condition        Report By
 BJ4490  HISTORY     - 1973     MONUMENTED       LADH
 BJ4490  HISTORY     - 1979     GOOD             NGS
 BJ4490  HISTORY     - 20060522 GOOD             NGS
 BJ4490
 BJ4490                          STATION DESCRIPTION
 BJ4490
 BJ4490'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ4490'THE STATION IS LOCATED 3 MILES NORTHEAST OF BURNSIDE, 3.5 MILES
 BJ4490'SOUTHWEST OF SORRENTO AND 5 MILES SOUTHEAST OF GONZALES, IN THE
 BJ4490'NORTHEAST 1/4 OF SECTION 9, T10S, R3E, AND ON THE PROPERTY OWNED BY
 BJ4490'THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4490'
 BJ4490'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 61 AND
 BJ4490'STATE HIGHWAY 22 IN SORRENTO, DRIVE SOUTHWEST ALONG HIGHWAY 22 FOR
 BJ4490'2.3 MILES TO THE INTERSECTION WITH STATE HIGHWAY 3089, CONTINUE
 BJ4490'SOUTHWEST ALONG STATE HIGHWAY 22 FOR 1.2 MILES TO THE STATION WHICH
 BJ4490'IS SET ON THE LEFT AND SOUTHEAST OF THE HIGHWAY IN A CURVE AND
 BJ4490'NEAR A CHAIN LINK FENCE.
 BJ4490'
 BJ4490'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 BJ4490'STATE HIGHWAY 22 FOR 0.4 MILE TO A BRIDGE OVER A CANAL.  THE MARK IS
 BJ4490'SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE BRIDGE.
 BJ4490'
 BJ4490'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4490'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4490'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4490'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4490'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4490'STAMPED SOR 1973.  THE MARK IS 75 FEET NORTH-NORTHEAST OF POWER
 BJ4490'POLE NO. 42, 41 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 22,
 BJ4490'4.5 FEET NORTH OF A FIVE FOOT CHAIN LINK FENCE, AND 2.5 FEET
 BJ4490'NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BJ4490'
 BJ4490'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4490'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4490'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4490'STAMPED SOR R. M. 1 1973.  IT IS 225 FEET WEST OF THE NORTH END OF
 BJ4490'A CONCRETE CULVERT, 40 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 BJ4490'22, 6.5 FEET NORTH OF A CHAIN LINK FENCE.
 BJ4490'
 BJ4490'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4490'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4490'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4490'STAMPED SOR R. M. 2 1973.  IT IS 80 FEET NORTH-NORTHWEST OF A
 BJ4490'POWER POLE (NO. 42), 35 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 BJ4490'22, AND 9 FEET NORTH OF A CHAIN LINK FENCE.
 BJ4490'
 BJ4490'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4490'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE CURB
 BJ4490'OF THE SOUTHWEST WING WALL OF A BRIDGE FLUSH WITH THE SURFACE OF
 BJ4490'THE CURB.  IT IS STAMPED SOR AZ. MK. 1973.  IT IS 70 FEET NORTH OF
 BJ4490'A POWER POLE, 38 FEET SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 14
 BJ4490'FEET WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 22, AND 3
 BJ4490'FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ4490'
 BJ4490'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4490
 BJ4490                          STATION RECOVERY (1979)
 BJ4490
 BJ4490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (TLH)
 BJ4490'THE STATION WAS VISITED IN JANUARY OF 1979.  THE STATION MARK, RM
 BJ4490'1, RM 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 BJ4490'DISTANCES AND ANGLES TO RM 1, RM 2, AND THE AZIMUTH MARK CHECKED
 BJ4490'ADEQUATE TO THE 1973 DATA.  THE 1973 DESCRIPTION IS ADEQUATE TO
 BJ4490'RECOVER THE STATION MARK.  NEW LOCAL DESCRIPTIONS WERE TAKEN TO
 BJ4490'RM 1 AND RM 2 ON THIS DATE.
 BJ4490'
 BJ4490'ANOTHER AZIMUTH MARK WAS SET ON THIS DATE BECAUSE A GUARDRAIL WAS
 BJ4490'CONSTRUCTED OVER THE ORIGINAL AZIMUTH MARK.  THE MARK WAS NOT
 BJ4490'DISTURBED BUT A BRACE WAS PLACED OVER IT.  THE AZIMUTH MARK IS
 BJ4490'STILL USABLE BY REMOVING THE GUARDRAIL BRACE.
 BJ4490'
 BJ4490'THE 1973 DESCRIPTION IS ADEQUATE TO RECOVER THE ORIGINAL AZIMUTH
 BJ4490'MARK.
 BJ4490'
 BJ4490'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61
 BJ4490'AND STATE HIGHWAY 22 IN SORRENTO, DRIVE SOUTHWEST ALONG STATE
 BJ4490'HIGHWAY 22 FOR 2.3 MILES TO THE INTERSECTION WITH STATE HIGHWAY
 BJ4490'3089.  CONTINUE SOUTHWEST ALONG STATE HIGHWAY 22 FOR 1.4 MILES TO
 BJ4490'THE STATION ON THE LEFT AND SOUTHEAST OF THE HIGHWAY NEAR A
 BJ4490'CHAINLINK FENCE.
 BJ4490'
 BJ4490'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4490'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED SOR RM 1 1973.  IT
 BJ4490'IS SET IN TOP OF 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 BJ4490'WITH THE GROUND SURFACE.  IT IS 87 FEET NORTH-NORTHWEST OF A POWER
 BJ4490'POLE, 76.0 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 57
 BJ4490'FEET NORTH-NORTHEAST OF THE CENTER OF A METAL GATE AND 39 FEET
 BJ4490'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 22.
 BJ4490'
 BJ4490'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4490'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED SOR RM 2 1973.  IT
 BJ4490'IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 BJ4490'WITH THE GROUND SURFACE.  IT IS 80 FEET NORTHWEST OF A POWER POLE,
 BJ4490'34.5 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 22, 26 FEET
 BJ4490'WEST OF THE CENTER OF A METAL GATE, AND 7 FEET NORTH-NORTHWEST
 BJ4490'OF A METAL WITNESS POST AND SIGN.
 BJ4490'
 BJ4490'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG
 BJ4490'STATE HIGHWAY 22 FOR 0.6 MILE TO BRIDGE NUMBER 26601-06851.  THE
 BJ4490'MARK IS SET IN THE CURB OF THE BRIDGE ABUTMENT ON THE EAST END OF
 BJ4490'THE BRIDGE.
 BJ4490'
 BJ4490'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4490'U.S. COAST AND GEODETIC SURVEY DISK STAMPED SOR AZ MK 2
 BJ4490'1973-1979.  IT IS SET IN A DRILL HOLE IN THE BRIDGE ABUTMENT.  IT
 BJ4490'IS 69 FEET WEST-SOUTHWEST OF A POWER POLE, 35 FEET SOUTHWEST OF
 BJ4490'THE CENTER OF A BLACKTOP ROAD, 14.8 FEET EAST OF THE CENTER OF
 BJ4490'STATE HIGHWAY 22, AND 0.8 FEET WEST OF THE EAST END OF THE
 BJ4490'BRIDGE ABUTMENT.
 BJ4490'
 BJ4490'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4490'
 BJ4490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4490'3.5 MILES SOUTH OF SORRENTO.
 BJ4490
 BJ4490                          STATION RECOVERY (2006)
 BJ4490
 BJ4490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4490'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4510 ***********************************************************************
 BJ4510  DESIGNATION -  SOR AZ MK
 BJ4510  PID         -  BJ4510
 BJ4510  STATE/COUNTY-  LA/ASCENSION
 BJ4510  USGS QUAD   -  GONZALES (1991)
 BJ4510
 BJ4510                         *CURRENT SURVEY CONTROL
 BJ4510  ___________________________________________________________________
 BJ4510* NAD 83(1992)-  30 09 37.00076(N)    090 53 11.85740(W)     ADJUSTED  
 BJ4510* NAVD 88     -         3.58   (+/-2cm)      11.7  **(feet)  VERTCON   
 BJ4510  **This station is located in a subsidence area (see below).
 BJ4510  ___________________________________________________________________
 BJ4510  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4510  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BJ4510
 BJ4510  HORZ ORDER  -  SECOND
 BJ4510  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ4510
 BJ4510.The horizontal coordinates were established by classical geodetic methods
 BJ4510.and adjusted by the National Geodetic Survey in January 1993..
 BJ4510
 BJ4510 ** The orthometric height has not been validated since last determined
 BJ4510 ** by differential leveling and should not be used for control purposes.
 BJ4510 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4510 ** area with valid NAVD 88 orthometric heights.
 BJ4510 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4510 ** epoch indicated which incorporates improved geoid heights for the
 BJ4510 ** Southern Louisiana Subsidence area.
 BJ4510 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4510.The vertical order pertains to the NGVD 29 superseded value.
 BJ4510
 BJ4510.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4510
 BJ4510.The geoid height was determined by GEOID03.
 BJ4510
 BJ4510;                    North         East     Units Scale Factor Converg.
 BJ4510;SPC LA S     -   184,116.409 1,043,028.459   MT  0.99992960   +0 13 24.1
 BJ4510;SPC LA S     -   604,055.25  3,422,002.54   sFT  0.99992960   +0 13 24.1
 BJ4510;UTM  15      - 3,338,432.061   703,524.610   MT  1.00011106   +1 03 43.8
 BJ4510
 BJ4510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4510!SPC LA S     -   1.00000363  x   0.99992960  =   0.99993323
 BJ4510!UTM  15      -   1.00000363  x   1.00011106  =   1.00011469
 BJ4510
 BJ4510:                Primary Azimuth Mark                     Grid Az
 BJ4510:SPC LA S     -  3 H 015                                  037 45 53.3
 BJ4510:UTM  15      -  3 H 015                                  036 55 33.6
 BJ4510
 BJ4510|---------------------------------------------------------------------|
 BJ4510| PID    Reference Object                     Distance      Geod. Az  |
 BJ4510|                                                           dddmmss.s |
 BJ4510| BJ4500 3 H 015                             APPROX. 1.6 KM 0375917.4 |
 BJ4510| BJ4503 ORMET WATER TANK                    APPROX. 3.9 KM 2241711.1 |
 BJ4510|---------------------------------------------------------------------|
 BJ4510
 BJ4510                          SUPERSEDED SURVEY CONTROL
 BJ4510
 BJ4510  NAD 83(1986)-  30 09 37.01799(N)    090 53 11.85764(W) AD(       ) 2
 BJ4510  NAD 27      -  30 09 36.30484(N)    090 53 11.50778(W) AD(       ) 2
 BJ4510  NGVD 29 (12/01/98)    3.655  (m)           11.99   (f) ADJUSTED    2 1
 BJ4510
 BJ4510.Superseded values are not recommended for survey control.
 BJ4510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4510.See file dsdata.txt to determine how the superseded data were derived.
 BJ4510
 BJ4510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0352538432(NAD 83)
 BJ4510_MARKER: DD = SURVEY DISK
 BJ4510_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ4510_SP_SET: BRIDGE ABUTMENT
 BJ4510_STAMPING: SOR AZ MK 1973
 BJ4510_MARK LOGO: LADH  
 BJ4510_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ4510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4510+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 BJ4510
 BJ4510  HISTORY     - Date     Condition        Report By
 BJ4510  HISTORY     - 1973     MONUMENTED       LADH
 BJ4510  HISTORY     - 1979     GOOD             NGS
 BJ4510  HISTORY     - 19960116 GOOD             LADTD
 BJ4510  HISTORY     - 20060522 GOOD             NGS
 BJ4510
 BJ4510                          STATION DESCRIPTION
 BJ4510
 BJ4510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (TLH)
 BJ4510'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE DISTANCES AND
 BJ4510'ANGLES CHECKED ADEQUATE TO THE 1973 DATA.
 BJ4510'
 BJ4510'ANOTHER AZIMUTH MARK WAS SET ON THIS DATE BECAUSE A GUARDRAIL WAS
 BJ4510'CONSTRUCTED OVER THE ORIGINAL AZIMUTH MARK.  THE MARK WAS NOT
 BJ4510'DISTURBED BUT A BRACE WAS PLACED OVER IT.  THE AZIMUTH MARK IS
 BJ4510'STILL USABLE BY REMOVING THE GUARDRAIL BRACE.
 BJ4510
 BJ4510                          STATION RECOVERY (1996)
 BJ4510
 BJ4510'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ4510'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF SORRENTO, 4.5 MI
 BJ4510'(7.2 KM) SOUTH-SOUTHEAST OF GONZALES, 5.5 MI (8.9 KM) NORTHEAST OF
 BJ4510'DONALDSONVILLE.  OWENERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BJ4510'AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 BJ4510'HIGHWAY 10 AND STATE HIGHWAY 22 WEST OF SORRENTO, GO WEST FOR 0.9 MI
 BJ4510'(1.4 KM) ON HIGHWAY 22 TO THE STATION SET IN THE SOUTHEAST CORNER OF A
 BJ4510'BRIDGE. THE STATION IS 38.0 FT (11.6 M) SOUTH-SOUTHWEST FROM THE
 BJ4510'CENTER OF PANAMA ROAD, 14.0 FT (4.3 M) EAST-SOUTHEAST FROM THE CENTER
 BJ4510'OF THE HIGHWAY, 4.0 FT (1.2 M) SOUTH-SOUTHWEST FROM A METAL WITNESS
 BJ4510'POST WITH A SIGN ATTACHED, 1.5 FT (0.5 M) EAST-SOUTHEAST FROM A BRIDGE
 BJ4510'RAIL, 1.0 FT (0.3 M) NORTH-NORTHWEST FROM THE BRIDGE ABUTMENT, FLUSH
 BJ4510'WITH THE WALKWAY AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE
 BJ4510'HIGHWAY.
 BJ4510
 BJ4510                          STATION RECOVERY (2006)
 BJ4510
 BJ4510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4510'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4509 ***********************************************************************
 BJ4509  DESIGNATION -  SOR AZ MK 2
 BJ4509  PID         -  BJ4509
 BJ4509  STATE/COUNTY-  LA/ASCENSION
 BJ4509  USGS QUAD   -  GONZALES (1991)
 BJ4509
 BJ4509                         *CURRENT SURVEY CONTROL
 BJ4509  ___________________________________________________________________
 BJ4509* NAD 83(1992)-  30 09 37.00367(N)    090 53 11.84052(W)     ADJUSTED  
 BJ4509* NAVD 88     -         3.57   (+/-2cm)      11.7  **(feet)  VERTCON   
 BJ4509  **This station is located in a subsidence area (see below).
 BJ4509  ___________________________________________________________________
 BJ4509  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4509  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BJ4509
 BJ4509  HORZ ORDER  -  THIRD
 BJ4509  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ4509
 BJ4509.The horizontal coordinates were established by classical geodetic methods
 BJ4509.and adjusted by the National Geodetic Survey in January 1993..
 BJ4509.No horizontal observational check was made to the station.
 BJ4509
 BJ4509 ** The orthometric height has not been validated since last determined
 BJ4509 ** by differential leveling and should not be used for control purposes.
 BJ4509 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4509 ** area with valid NAVD 88 orthometric heights.
 BJ4509 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4509 ** epoch indicated which incorporates improved geoid heights for the
 BJ4509 ** Southern Louisiana Subsidence area.
 BJ4509 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4509.The vertical order pertains to the NGVD 29 superseded value.
 BJ4509
 BJ4509.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4509
 BJ4509.The geoid height was determined by GEOID03.
 BJ4509
 BJ4509;                    North         East     Units Scale Factor Converg.
 BJ4509;SPC LA S     -   184,116.501 1,043,028.910   MT  0.99992960   +0 13 24.1
 BJ4509;SPC LA S     -   604,055.55  3,422,004.02   sFT  0.99992960   +0 13 24.1
 BJ4509;UTM  15      - 3,338,432.159   703,525.060   MT  1.00011107   +1 03 43.8
 BJ4509
 BJ4509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4509!SPC LA S     -   1.00000363  x   0.99992960  =   0.99993323
 BJ4509!UTM  15      -   1.00000363  x   1.00011107  =   1.00011470
 BJ4509
 BJ4509                          SUPERSEDED SURVEY CONTROL
 BJ4509
 BJ4509  NAD 83(1986)-  30 09 37.02058(N)    090 53 11.84105(W) AD(       ) 3
 BJ4509  NAD 27      -  30 09 36.30733(N)    090 53 11.49128(W) AD(       ) 3
 BJ4509  NGVD 29 (12/01/98)    3.646  (m)           11.96   (f) ADJUSTED    2 1
 BJ4509
 BJ4509.Superseded values are not recommended for survey control.
 BJ4509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4509.See file dsdata.txt to determine how the superseded data were derived.
 BJ4509
 BJ4509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0352538432(NAD 83)
 BJ4509_MARKER: DD = SURVEY DISK
 BJ4509_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ4509_SP_SET: BRIDGE ABUTMENT
 BJ4509_STAMPING: SOR AZ MK 2 1973 1979
 BJ4509_MARK LOGO: LADH  
 BJ4509_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ4509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4509+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1996
 BJ4509
 BJ4509  HISTORY     - Date     Condition        Report By
 BJ4509  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4509  HISTORY     - 19960116 GOOD             LADTD
 BJ4509
 BJ4509                          STATION DESCRIPTION
 BJ4509
 BJ4509'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ4509'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4509'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED SOR AZ MK 2
 BJ4509'1973-1979.  IT IS SET IN A DRILL HOLE IN THE BRIDGE ABUTMENT.  IT
 BJ4509'IS 69 FEET WEST-SOUTHWEST OF A POWER POLE, 35 FEET SOUTHWEST OF
 BJ4509'THE CENTER OF A BLACKTOP ROAD, 14.8 FEET EAST OF THE CENTER OF
 BJ4509'STATE HIGHWAY 22, AND 0.8 FEET WEST OF THE EAST END OF THE
 BJ4509'BRIDGE ABUTMENT.
 BJ4509'
 BJ4509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4509'3.5 MILES SOUTH OF SORRENTO.
 BJ4509
 BJ4509                          STATION RECOVERY (1996)
 BJ4509
 BJ4509'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ4509'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF SORRENTO, 4.5 MI
 BJ4509'(7.2 KM) SOUTH-SOUTHEAST OF GONZALES, 5.5 MI (8.9 KM) NORTHEAST OF
 BJ4509'DONALDSONVILLE.  OWENERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BJ4509'AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 BJ4509'HIGHWAY 10 AND STATE HIGHWAY 22 WEST OF SORRENTO, GO WEST FOR 0.9 MI
 BJ4509'(1.4 KM) ON HIGHWAY 22 TO THE STATION SET IN THE SOUTHEAST CORNER OF A
 BJ4509'BRIDGE. THE STATION IS 37.0 FT (11.3 M) SOUTH-SOUTHWEST FROM THE
 BJ4509'CENTER OF PANAMA ROAD, 15.0 FT (4.6 M) EAST-SOUTHEAST FROM THE CENTER
 BJ4509'OF THE HIGHWAY, 3.0 FT (0.9 M) SOUTH FROM A METAL WITNESS POST WITH A
 BJ4509'SIGN ATTACHED, 2.5 FT (0.8 M) EAST-SOUTHEAST FROM A BRIDGE RAIL, 1.0
 BJ4509'FT (0.3 M) NORTH FROM THE BRIDGE ABUTMENT, FLUSH WITH THE WALKWAY AND
 BJ4509'ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0830 ***********************************************************************
 BJ0830  DESIGNATION -  SORREL POWERHOUSE USE
 BJ0830  PID         -  BJ0830
 BJ0830  STATE/COUNTY-  LA/IBERVILLE
 BJ0830  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0830
 BJ0830                         *CURRENT SURVEY CONTROL
 BJ0830  ___________________________________________________________________
 BJ0830* NAD 83(1986)-  30 08 01.     (N)    091 19 19.     (W)     SCALED    
 BJ0830* NAVD 88     -         2.353  (meters)       7.72   (feet)  ADJUSTED  
 BJ0830  ___________________________________________________________________
 BJ0830  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ0830  DYNAMIC HT  -           2.350 (meters)       7.71  (feet)  COMP
 BJ0830  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0830
 BJ0830  VERT ORDER  -  FIRST     CLASS I
 BJ0830
 BJ0830.The horizontal coordinates were scaled from a topographic map and have
 BJ0830.an estimated accuracy of +/- 6 seconds.
 BJ0830
 BJ0830.The orthometric height was determined by differential leveling
 BJ0830.and adjusted by the National Geodetic Survey in February 1994..
 BJ0830
 BJ0830.The geoid height was determined by GEOID03.
 BJ0830
 BJ0830.The dynamic height is computed by dividing the NAVD 88
 BJ0830.geopotential number by the normal gravity value computed on the
 BJ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0830.degrees latitude (g = 980.6199 gals.).
 BJ0830
 BJ0830.The modeled gravity was interpolated from observed gravity values.
 BJ0830
 BJ0830;                    North         East    Units  Estimated Accuracy
 BJ0830;SPC LA S     -   181,080.    1,001,100.      MT  (+/- 180 meters Scaled)
 BJ0830
 BJ0830                          SUPERSEDED SURVEY CONTROL
 BJ0830
 BJ0830  NGVD 29 (??/??/??)    2.385  (m)            7.82   (f) ADJUSTED    1 1
 BJ0830
 BJ0830.Superseded values are not recommended for survey control.
 BJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0830.See file dsdata.txt to determine how the superseded data were derived.
 BJ0830
 BJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP616347(NAD 83)
 BJ0830_MARKER: DD = SURVEY DISK
 BJ0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0830_SP_SET: CONCRETE FOUNDATION
 BJ0830_STAMPING: B. M. SORREL POWERHOUSE 1950 MSL
 BJ0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0830
 BJ0830  HISTORY     - Date     Condition        Report By
 BJ0830  HISTORY     - 1950     MONUMENTED       USE
 BJ0830  HISTORY     - 1976     GOOD             NGS
 BJ0830
 BJ0830                          STATION DESCRIPTION
 BJ0830
 BJ0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0830'1.7 MI SOUTH FROM BAYOU SORREL.
 BJ0830'1.55 MILES SOUTH ALONG A GRAVELED ROAD ALONG THE EAST TOE OF A LEVEE
 BJ0830'FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE, THENCE 0.15 MILE
 BJ0830'EAST ALOND A GRAVELED ROAD.  AT THE BAYOU SORREL LOCKS, ABOUT 250 FT
 BJ0830'EAST OF THE CONTROL BUILDING OF THE NORTH GATE, 19.4 FT WEST OF THE
 BJ0830'NORTHEAST CORNER OF THE POWERHOUSE BUILDING NUMBER 505, IN THE TOP
 BJ0830'OF THE CONCRETE FOUNDATION OF A 200 FT DEEP WELL CASING, 2.4 FT NORTH
 BJ0830'OF THE NORTH WALL OF THE BUILDING, 0.4 FT NORTH OF THE NORTH SIDE OF
 BJ0830'THE 6-INCH WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2523 ***********************************************************************
 AU2523  DESIGNATION -  SORREL ST MARY SUGAR TANK
 AU2523  PID         -  AU2523
 AU2523  STATE/COUNTY-  LA/ST MARY
 AU2523  USGS QUAD   -  CHARENTON (1980)
 AU2523
 AU2523                         *CURRENT SURVEY CONTROL
 AU2523  ___________________________________________________________________
 AU2523* NAD 83(1992)-  29 53 33.56827(N)    091 37 02.44101(W)     ADJUSTED  
 AU2523* NAVD 88     -                                                        
 AU2523  **This station is located in a subsidence area (see below).
 AU2523  ___________________________________________________________________
 AU2523  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AU2523  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AU2523
 AU2523  HORZ ORDER  -  THIRD
 AU2523
 AU2523.The horizontal coordinates were established by classical geodetic methods
 AU2523.and adjusted by the National Geodetic Survey in January 1993..
 AU2523
 AU2523 ** The orthometric height has not been validated since last determined
 AU2523 ** by differential leveling and should not be used for control purposes.
 AU2523 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2523 ** area with valid NAVD 88 orthometric heights.
 AU2523 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2523 ** epoch indicated which incorporates improved geoid heights for the
 AU2523 ** Southern Louisiana Subsidence area.
 AU2523 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2523
 AU2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2523
 AU2523.The geoid height was determined by GEOID03.
 AU2523
 AU2523;                    North         East     Units Scale Factor Converg.
 AU2523;SPC LA S     -   154,402.241   972,569.370   MT  0.99992752   -0 08 31.2
 AU2523;SPC LA S     -   506,568.02  3,190,838.01   sFT  0.99992752   -0 08 31.2
 AU2523;UTM  15      - 3,307,693.978   633,503.754   MT  0.99981990   +0 41 21.1
 AU2523
 AU2523                          SUPERSEDED SURVEY CONTROL
 AU2523
 AU2523  NAD 83(1986)-  29 53 33.58947(N)    091 37 02.43549(W) AD(       ) 4
 AU2523  NAD 27      -  29 53 32.85270(N)    091 37 02.02897(W) AD(       ) 3
 AU2523
 AU2523.Superseded values are not recommended for survey control.
 AU2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2523.See file dsdata.txt to determine how the superseded data were derived.
 AU2523
 AU2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3350407694(NAD 83)
 AU2523_MARKER: 53 = ELEVATED TANK
 AU2523
 AU2523  HISTORY     - Date     Condition        Report By
 AU2523  HISTORY     - 1969     FIRST OBSERVED   CGS
 AU2523
 AU2523                          STATION DESCRIPTION
 AU2523
 AU2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 AU2523'THE STATION IS THE VENT AT THE TOP OF THE TANK OWNED BY THE ST MARY
 AU2523'SUGAR FACTORY.  THE TANK IS PAINTED SILVER, SUPPORTED BY A
 AU2523'FOUR-LEGGED TUBLAR STEEL STRUCTURE AND IS ABOUT 150 FEET HIGH.
 AU2523'
 AU2523'IT IS LOCATED IN THE SMALL VILLAGE OF SORREL, 3-1/4 MILES SOUTHEAST
 AU2523'OF JEANERETTE AND 0.1 MILE NORTHEAST OF THE JUNCTION OF U. S. HIGHWAY
 AU2523'90 AND STATE HIGHWAY 318.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4434 ***********************************************************************
 BJ4434  DESIGNATION -  SORRENTO SHELL MICROWAVE
 BJ4434  PID         -  BJ4434
 BJ4434  STATE/COUNTY-  LA/ASCENSION
 BJ4434  USGS QUAD   -  SORRENTO (1980)
 BJ4434
 BJ4434                         *CURRENT SURVEY CONTROL
 BJ4434  ___________________________________________________________________
 BJ4434* NAD 83(1992)-  30 11 15.06340(N)    090 50 50.32408(W)     ADJUSTED  
 BJ4434* NAVD 88     -                                                        
 BJ4434  **This station is located in a subsidence area (see below).
 BJ4434  ___________________________________________________________________
 BJ4434  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4434  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BJ4434
 BJ4434  HORZ ORDER  -  THIRD
 BJ4434
 BJ4434.The horizontal coordinates were established by classical geodetic methods
 BJ4434.and adjusted by the National Geodetic Survey in January 1993..
 BJ4434
 BJ4434 ** The orthometric height has not been validated since last determined
 BJ4434 ** by differential leveling and should not be used for control purposes.
 BJ4434 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4434 ** area with valid NAVD 88 orthometric heights.
 BJ4434 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4434 ** epoch indicated which incorporates improved geoid heights for the
 BJ4434 ** Southern Louisiana Subsidence area.
 BJ4434 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4434
 BJ4434.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4434
 BJ4434.The geoid height was determined by GEOID03.
 BJ4434
 BJ4434;                    North         East     Units Scale Factor Converg.
 BJ4434;SPC LA S     -   187,151.243 1,046,802.584   MT  0.99993103   +0 14 34.9
 BJ4434;SPC LA S     -   614,012.04  3,434,384.81   sFT  0.99993103   +0 14 34.9
 BJ4434;UTM  15      - 3,341,522.441   707,254.584   MT  1.00012997   +1 04 58.2
 BJ4434
 BJ4434                          SUPERSEDED SURVEY CONTROL
 BJ4434
 BJ4434  NAD 83(1986)-  30 11 15.07876(N)    090 50 50.32563(W) AD(       ) 4
 BJ4434  NAD 27      -  30 11 14.36754(N)    090 50 49.97883(W) AD(       ) 3
 BJ4434
 BJ4434.Superseded values are not recommended for survey control.
 BJ4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4434.See file dsdata.txt to determine how the superseded data were derived.
 BJ4434
 BJ4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0725541522(NAD 83)
 BJ4434
 BJ4434  HISTORY     - Date     Condition        Report By
 BJ4434  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4434
 BJ4434                          STATION DESCRIPTION
 BJ4434
 BJ4434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4434'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SORRENTO, SHELL
 BJ4434'PIPELINE COMPANY MICROWAVE KXM 64, LOCATED 0.3 MILE SOUTHEAST OF
 BJ4434'SORRENTO AND ON THE NORTH SIDE OF U.S. HIGHWAY 61.  IT IS A STEEL
 BJ4434'STRUCTURE, TRIANGULAR AND CROSS SECTIONED, 300 FEET IN HEIGHT, RED
 BJ4434'AND WHITE IN ALTERNATE SECTIONS, GUYED AND HAS TWO ROUND DISHES
 BJ4434'NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3003 ***********************************************************************
 BX3003  DESIGNATION -  SOTO
 BX3003  PID         -  BX3003
 BX3003  STATE/COUNTY-  LA/DE SOTO
 BX3003  USGS QUAD   -  PLEASANT HILL (1989)
 BX3003
 BX3003                         *CURRENT SURVEY CONTROL
 BX3003  ___________________________________________________________________
 BX3003* NAD 83(1992)-  31 51 39.17397(N)    093 33 38.20274(W)     ADJUSTED  
 BX3003* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BX3003  ___________________________________________________________________
 BX3003  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BX3003  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX3003
 BX3003  HORZ ORDER  -  FIRST
 BX3003
 BX3003.The horizontal coordinates were established by classical geodetic methods
 BX3003.and adjusted by the National Geodetic Survey in January 1993..
 BX3003
 BX3003.The orthometric height was scaled from a topographic map.
 BX3003
 BX3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3003
 BX3003.The geoid height was determined by GEOID03.
 BX3003
 BX3003;                    North         East     Units Scale Factor Converg.
 BX3003;SPC LA N     -   151,378.632   899,638.534   MT  0.99991523   -0 33 38.7
 BX3003;SPC LA N     -   496,648.06  2,951,564.09   sFT  0.99991523   -0 33 38.7
 BX3003;UTM  15      - 3,525,152.600   446,967.037   MT  0.99963469   -0 17 45.4
 BX3003
 BX3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3003!SPC LA N     -   0.99998729  x   0.99991523  =   0.99990252
 BX3003!UTM  15      -   0.99998729  x   0.99963469  =   0.99962199
 BX3003
 BX3003|---------------------------------------------------------------------|
 BX3003| PID    Reference Object                     Distance      Geod. Az  |
 BX3003|                                                           dddmmss.s |
 BX3003| CV8384 SOTO RM                              62.295 METERS 14919     |
 BX3003| BX2171 PELICAN=Z 10                        APPROX. 3.4 KM 3142419.4 |
 BX3003|---------------------------------------------------------------------|
 BX3003
 BX3003                          SUPERSEDED SURVEY CONTROL
 BX3003
 BX3003  NAD 83(1986)-  31 51 39.18605(N)    093 33 38.19851(W) AD(       ) 1
 BX3003  NAD 27      -  31 51 38.59200(N)    093 33 37.55100(W) AD(       ) 1
 BX3003
 BX3003.Superseded values are not recommended for survey control.
 BX3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3003.See file dsdata.txt to determine how the superseded data were derived.
 BX3003
 BX3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR4696725153(NAD 83)
 BX3003_MARKER: DS = TRIANGULATION STATION DISK
 BX3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3003
 BX3003  HISTORY     - Date     Condition        Report By
 BX3003  HISTORY     - 1919     MONUMENTED       CGS
 BX3003  HISTORY     - 1935     GOOD             CGS
 BX3003  HISTORY     - 1938     SEE DESCRIPTION  CGS
 BX3003  HISTORY     - 1943     GOOD             USE
 BX3003  HISTORY     - 1949     GOOD             CGS
 BX3003
 BX3003                          STATION DESCRIPTION
 BX3003
 BX3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX3003'STATION IS ABOUT 2 MILES E OF PELICAN, BETWEEN MILEPOSTS
 BX3003'NO. 272 AND NO. 273 OF TEXAS AND PACIFIC RAILWAY, 64 METERS
 BX3003'(210 FEET) W OF DIM ROAD CROSSING, AND 7.38 METERS (24.2 FEET)
 BX3003'N OF APPROXIMATE CENTER OF RAILROAD TRACKS.  STATION MARK IS
 BX3003'STAMPED SOTO.
 BX3003'
 BX3003'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX3003'DISKS SET IN CONCRETE.
 BX3003'
 BX3003'REFERENCE MARK IS 62.295 METERS (204.38 FEET) FROM STATION
 BX3003'S 31 DEG 41 MIN E.
 BX3003
 BX3003                          STATION RECOVERY (1935)
 BX3003
 BX3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX3003'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BX3003'CONDITION.  STATION IS 21.0 FEET N OF N RAILROAD RAIL, 41.2
 BX3003'FEET SE OF 2ND TELEGRAPH POLE NW OF ROAD CROSSING.  THIS
 BX3003'TELEGRAPH POLE HAS A TRIANGLE FORMED BY 3 COCA COLA CAPS NAILED
 BX3003'TO POLE.  TOP OF STATION MARK IS 2 INCHES BELOW GROUND SURFACE,
 BX3003'ON BANK.  MARK IS STAMPED SOTO 1919.
 BX3003'
 BX3003'REFERENCE MARK NO. 1 (1919) IS ON A SMALL BANK OF EARTH, 37
 BX3003'FEET NW OF N SIDE OF ROAD, 29 FEET S OF S RAIL.  IT IS 62.295
 BX3003'METERS (204.38 FEET) FROM STATION S 31 DEG 41 MIN E.
 BX3003'DISK IS STAMPED SOTO 1919.
 BX3003'
 BX3003'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX3003'A 14-BY 14-BY 30-INCH CONCRETE PIER 3 FEET SW OF FENCE CORNER,
 BX3003'30 FEET W OF W SIDE OF ROAD AND 32.495 METERS (106.61 FEET)
 BX3003'FROM STATION S 73 DEG 28 MIN 15 SEC E.
 BX3003'
 BX3003'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 44.085 METERS
 BX3003'(144.66 FEET) S 02 DEG 14 MIN 15 SEC E.
 BX3003'
 BX3003'TO REACH THIS STATION LEAVE GRAVEL HIGHWAY 171, ABOUT 2 MILES
 BX3003'SE OF THE PELICAN ROAD, AND ABOUT 4 MILES NW OF PLEASANT HILL,
 BX3003'GO W ABOUT 1/2 MILE TO RAILROAD AND STATION 210 FEET NW OF
 BX3003'CROSSING.
 BX3003
 BX3003                          STATION RECOVERY (1938)
 BX3003
 BX3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 BX3003'A PIPE LINE RUNS ALONG TRACK AT THIS POINT, AND MORE THAN LIKELY
 BX3003'THIS MARK WAS DESTROYED DURING CONSTRUCTION OF THIS PIPE LINE.
 BX3003'R.M. NO. 1 AND R.M. NO. 2 RECOVERED AT THIS TIME.
 BX3003
 BX3003                          STATION RECOVERY (1943)
 BX3003
 BX3003'RECOVERY NOTE BY US ENGINEERS 1943
 BX3003'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 BX3003'5-1/2 MILES NW OF PLEASANT HILL ALONG STATE HIGHWAY 1 AND
 BX3003'0.2 MILE W ALONG A DIRT ROAD.
 BX3003
 BX3003                          STATION RECOVERY (1949)
 BX3003
 BX3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 BX3003'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 BX3003'DESCRIBED IN 1935.  DISK IS STAMPED SOTA INSTEAD OF SOTO.
 BX3003'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2168 ***********************************************************************
 BX2168  DESIGNATION -  SOTO RM 1
 BX2168  PID         -  BX2168
 BX2168  STATE/COUNTY-  LA/DE SOTO
 BX2168  USGS QUAD   -  PLEASANT HILL (1989)
 BX2168
 BX2168                         *CURRENT SURVEY CONTROL
 BX2168  ___________________________________________________________________
 BX2168* NAD 83(1986)-  31 51 38.     (N)    093 33 38.     (W)     SCALED    
 BX2168* NAVD 88     -       104.62   (+/-2cm)     343.2    (feet)  VERTCON   
 BX2168  ___________________________________________________________________
 BX2168  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2168
 BX2168  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2168
 BX2168.The horizontal coordinates were scaled from a topographic map and have
 BX2168.an estimated accuracy of +/- 6 seconds.
 BX2168
 BX2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2168.The vertical order pertains to the NGVD 29 superseded value.
 BX2168
 BX2168.The geoid height was determined by GEOID03.
 BX2168
 BX2168;                    North         East    Units  Estimated Accuracy
 BX2168;SPC LA N     -   151,340.      899,640.      MT  (+/- 180 meters Scaled)
 BX2168
 BX2168                          SUPERSEDED SURVEY CONTROL
 BX2168
 BX2168  NGVD 29 (??/??/??)  104.667  (m)          343.39   (f) ADJUSTED    1 2
 BX2168
 BX2168.Superseded values are not recommended for survey control.
 BX2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2168.See file dsdata.txt to determine how the superseded data were derived.
 BX2168
 BX2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR469251(NAD 83)
 BX2168_MARKER: DR = REFERENCE MARK DISK
 BX2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2168_STAMPING: R. M. NO.1 SOTO 1919
 BX2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2168+STABILITY: SURFACE MOTION
 BX2168
 BX2168  HISTORY     - Date     Condition        Report By
 BX2168  HISTORY     - 1919     MONUMENTED       CGS
 BX2168  HISTORY     - 1938     GOOD             CGS
 BX2168  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX2168
 BX2168                          STATION DESCRIPTION
 BX2168
 BX2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2168'2.3 MI SE FROM PELICAN.
 BX2168'ABOUT 2.3 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2168'STATION AT PELICAN, DE SOTO PARISH, ABOUT 0.4 MILE SOUTHEAST OF
 BX2168'MILEPOST 273, AT A ROAD CROSSING, 35 FEET WEST OF THE CENTER LINE OF
 BX2168'THE ROAD, AND 25 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK.
 BX2168'A STANDARD REFERENCE-MARK DISK, STAMPED SOTO NO 1 1919 AND SET IN THE
 BX2168'TOP OF A CONCRETE POST.
 BX2168
 BX2168                          STATION RECOVERY (1986)
 BX2168
 BX2168'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX2168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2167 ***********************************************************************
 BX2167  DESIGNATION -  SOTO RM 2
 BX2167  PID         -  BX2167
 BX2167  STATE/COUNTY-  LA/DE SOTO
 BX2167  USGS QUAD   -  PLEASANT HILL (1989)
 BX2167
 BX2167                         *CURRENT SURVEY CONTROL
 BX2167  ___________________________________________________________________
 BX2167* NAD 83(1986)-  31 51 42.     (N)    093 33 38.     (W)     SCALED    
 BX2167* NAVD 88     -       104.93   (+/-2cm)     344.3    (feet)  VERTCON   
 BX2167  ___________________________________________________________________
 BX2167  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2167
 BX2167  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2167
 BX2167.The horizontal coordinates were scaled from a topographic map and have
 BX2167.an estimated accuracy of +/- 6 seconds.
 BX2167
 BX2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2167.The vertical order pertains to the NGVD 29 superseded value.
 BX2167
 BX2167.The geoid height was determined by GEOID03.
 BX2167
 BX2167;                    North         East    Units  Estimated Accuracy
 BX2167;SPC LA N     -   151,470.      899,650.      MT  (+/- 180 meters Scaled)
 BX2167
 BX2167                          SUPERSEDED SURVEY CONTROL
 BX2167
 BX2167  NGVD 29 (??/??/??)  104.973  (m)          344.40   (f) ADJUSTED    1 2
 BX2167
 BX2167.Superseded values are not recommended for survey control.
 BX2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2167.See file dsdata.txt to determine how the superseded data were derived.
 BX2167
 BX2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR469252(NAD 83)
 BX2167_MARKER: DR = REFERENCE MARK DISK
 BX2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2167_STAMPING: R. M. NO. 2 SOTO 1919
 BX2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2167+STABILITY: SURFACE MOTION
 BX2167
 BX2167  HISTORY     - Date     Condition        Report By
 BX2167  HISTORY     - 1919     MONUMENTED       CGS
 BX2167  HISTORY     - 1938     GOOD             CGS
 BX2167  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX2167
 BX2167                          STATION DESCRIPTION
 BX2167
 BX2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2167'2.3 MI SE FROM PELICAN.
 BX2167'ABOUT 2.3 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2167'STATION AT PELICAN, DE SOTO PARISH, ABOUT 0.4 MILE SOUTHEAST OF
 BX2167'MILEPOST 273, AT A ROAD CROSSING, 75 FEET NORTHEAST OF THE CENTER LINE
 BX2167'OF THE MAIN TRACK, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 3
 BX2167'FEET WEST OF A FENCE CORNER.  A STANDARD REFERENCE-MARK DISK, STAMPED
 BX2167'SOTO NO 2 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX2167
 BX2167                          STATION RECOVERY (1986)
 BX2167
 BX2167'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX2167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0585 ***********************************************************************
 AV0585  DESIGNATION -  SOUP
 AV0585  PID         -  AV0585
 AV0585  STATE/COUNTY-  LA/VERMILION
 AV0585  USGS QUAD   -  FLOATING TURF BAYOU (1979)
 AV0585
 AV0585                         *CURRENT SURVEY CONTROL
 AV0585  ___________________________________________________________________
 AV0585* NAD 83(1992)-  29 39 24.04373(N)    092 30 33.02837(W)     ADJUSTED  
 AV0585* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0585  **This station is located in a subsidence area (see below).
 AV0585  ___________________________________________________________________
 AV0585  X           -    -242,851.362 (meters)                     COMP
 AV0585  Y           -  -5,541,847.103 (meters)                     COMP
 AV0585  Z           -   3,137,346.812 (meters)                     COMP
 AV0585  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AV0585  ELLIP HEIGHT-         -23.81  (meters)          (06/26/02) GPS OBS
 AV0585  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AV0585  DYNAMIC HT  -           2.2   (meters)       7.    (feet)  COMP
 AV0585  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 AV0585
 AV0585  HORZ ORDER  -  FIRST
 AV0585  VERT ORDER  -  THIRD (See Below)
 AV0585  ELLP ORDER  -  FOURTH    CLASS II
 AV0585
 AV0585.The horizontal coordinates were established by GPS observations
 AV0585.and adjusted by the National Geodetic Survey in January 1993..
 AV0585
 AV0585 ** The orthometric height has not been validated since last determined
 AV0585 ** by differential leveling and should not be used for control purposes.
 AV0585 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0585 ** area with valid NAVD 88 orthometric heights.
 AV0585 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0585 ** epoch indicated which incorporates improved geoid heights for the
 AV0585 ** Southern Louisiana Subsidence area.
 AV0585 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0585.The orthometric height was scaled from a topographic map.
 AV0585.The vertical order pertains to the NGVD 29 superseded value.
 AV0585
 AV0585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0585
 AV0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0585
 AV0585.The ellipsoidal height was determined by GPS observations
 AV0585.and is referenced to NAD 83.
 AV0585
 AV0585.The geoid height was determined by GEOID03.
 AV0585
 AV0585.The dynamic height is computed by dividing the NAVD 88
 AV0585.geopotential number by the normal gravity value computed on the
 AV0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0585.degrees latitude (g = 980.6199 gals.).
 AV0585
 AV0585.The modeled gravity was interpolated from observed gravity values.
 AV0585
 AV0585;                    North         East     Units Scale Factor Converg.
 AV0585;SPC LA S     -   128,796.056   886,167.385   MT  0.99994367   -0 35 16.6
 AV0585;SPC LA S     -   422,558.39  2,907,367.50   sFT  0.99994367   -0 35 16.6
 AV0585;UTM  15      - 3,280,844.248   547,501.374   MT  0.99962784   +0 14 34.3
 AV0585
 AV0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0585!SPC LA S     -   1.00000374  x   0.99994367  =   0.99994741
 AV0585!UTM  15      -   1.00000374  x   0.99962784  =   0.99963158
 AV0585
 AV0585                          SUPERSEDED SURVEY CONTROL
 AV0585
 AV0585  ELLIP H (01/21/93)  -23.72   (m)                       GP(       ) 4 2
 AV0585  NAD 83(1986)-  29 39 24.06044(N)    092 30 33.00184(W) AD(       ) 1
 AV0585  NGVD 29 (05/20/88)    2.15   (m)            7.1    (f) LEVELING    3  
 AV0585
 AV0585.Superseded values are not recommended for survey control.
 AV0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0585.See file dsdata.txt to determine how the superseded data were derived.
 AV0585
 AV0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4750180844(NAD 83)
 AV0585_MARKER: DS = TRIANGULATION STATION DISK
 AV0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0585_SP_SET: CONCRETE POST
 AV0585_STAMPING: SOUP 1987
 AV0585_MARK LOGO: LADTD 
 AV0585_PROJECTION: FLUSH
 AV0585_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AV0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0585+STABILITY: SURFACE MOTION
 AV0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0585+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1991
 AV0585
 AV0585  HISTORY     - Date     Condition        Report By
 AV0585  HISTORY     - 1987     MONUMENTED       LADTD
 AV0585  HISTORY     - 1987     GOOD             LADTD
 AV0585  HISTORY     - 19910124 GOOD             NOS
 AV0585
 AV0585                          STATION DESCRIPTION
 AV0585
 AV0585'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AV0585'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI)
 AV0585'WEST OF THE SCHOOL IN PECAN ISLAND,
 AV0585'31.7 KM (19.7 MI) EAST OF GRAND CHENIER.
 AV0585'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AV0585'
 AV0585'TO REACH THE STATION FROM THE SCHOOL IN PECAN ISLAND, GO
 AV0585'WEST FOR 3.9 KM (2.4 MI) ON STATE HIGHWAY 82 TO THE MARK ON THE
 AV0585'RIGHT AND NORTH OF THE HIGHWAY.
 AV0585'
 AV0585'THE STATION IS A STANDARD LADTD DISK
 AV0585'STAMPED---SOUP 1987---,
 AV0585'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0585'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0585'23.5 METERS (77 FT) EAST-SOUTHEAST FROM A BRACE IN A FENCE,
 AV0585'14 METERS (46 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 AV0585'2.7 METERS (9 FT) SOUTH FROM A COMBINATION NET AND BARBED WIRE
 AV0585'FENCE,
 AV0585'2.1 METERS (7 FT) NORTH FROM A RIGHT-OF-WAY MARKER AND
 AV0585'2.7 METERS (9 FT) SOUTH FROM A WITNESS POST.
 AV0585'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 AV0585'STAMPED---SOUP 1987---,
 AV0585'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 AV0585'
 AV0585'AZIMUTH MARK NO. 1 IS A STANDARD LADTD DISK
 AV0585'STAMPED---SOUP 1987---,
 AV0585'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0585'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0585'17 METERS (56 FT) WEST-NORTHWEST FROM A POWER POLE WITH A
 AV0585'TRANSFORMER ATTACHED,
 AV0585'8.5 METERS (28 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 AV0585'8.2 METERS (27 FT) EAST-NORTHEAST FROM THE CENTER OF CONCRETE
 AV0585'CULVERTS AND
 AV0585'0.3 METERS (1.5 FT) NORTH FROM A WITNESS POST.
 AV0585'TO REACH THE AZIMUTH FROM THE STATION,
 AV0585'GO WEST FOR 0.7 KM (0.4 MI) ON HIGHWAY 82 TO THE MARK ON THE RIGHT.
 AV0585
 AV0585                          STATION RECOVERY (1987)
 AV0585
 AV0585'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AV0585'3.9 KM (2.4 MI) WEST FROM PECAN ISLAND.
 AV0585'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AV0585'3.9 KM (2.4 MI) WEST ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE IN
 AV0585'PECAN ISLAND TO THE MARK ON THE RIGHT, 23.5 METERS (77 FT)
 AV0585'EAST-SOUTHEAST OF A BRACE IN A FENCE, 14 METERS (46 FT) NORTH OF THE
 AV0585'CENTER OF THE HIGHWAY, 2.7 METERS (9 FT) SOUTH OF A COMBINATION NET
 AV0585'AND BARBED WIRE FENCE AND 2.1 METERS (7 FT) NORTH OF A RIGHT-OF-WAY
 AV0585'MARKER.
 AV0585'THE MARK IS 2.74 METERS  S FROM A WITNESS POST.
 AV0585
 AV0585                          STATION RECOVERY (1991)
 AV0585
 AV0585'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AV0585'THE STATION IS LOCATED IN PECAN ISLAND JUST NORTH OF HIGHWAY 82.
 AV0585'TO REACH THE STATION FROM THE PECAN ISLAND SCHOOL, PROCEED WEST ON
 AV0585'HIGHWAY 82 FOR 5.31 KM (3.30 MI) TO THE STATION ON THE RIGHT.
 AV0585'THE STATION IS A BRASS LOUISIANA DEPARTMENT OF TRANSPORTATION DISK
 AV0585'STAMPED ---SOUP 1987--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0585'. IT IS LOCATED 0.08 KM (0.05 MI) EAST OF A GRAVEL DRIVE, 0.08 KM
 AV0585'(0.05 MI) WEST OF A GRAVEL DRIVE, 14.2 M (46.59 FT) NORTH OF THE
 AV0585'CENTERLINE OF HIGHWAY 82, 10.6 M (34.78 FT) NORTH OF THE NORTH EDGE
 AV0585'OF HIGHWAY 82, AND 2.7 M (8.86 FT) SOUTH OF A WIRE FENCE AND WITNESS
 AV0585'POST. THE MARK IS FLUSH WITH THE GROUND.
 AV0585'DESCRIBED BY RPB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0586 ***********************************************************************
 AV0586  DESIGNATION -  SOUP AZ MK
 AV0586  PID         -  AV0586
 AV0586  STATE/COUNTY-  LA/VERMILION
 AV0586  USGS QUAD   -  PECAN ISLAND (1979)
 AV0586
 AV0586                         *CURRENT SURVEY CONTROL
 AV0586  ___________________________________________________________________
 AV0586* NAD 83(1992)-  29 39 19.39077(N)    092 30 10.70415(W)     ADJUSTED  
 AV0586* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0586  **This station is located in a subsidence area (see below).
 AV0586  ___________________________________________________________________
 AV0586  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AV0586  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AV0586  DYNAMIC HT  -           1.5   (meters)       5.    (feet)  COMP
 AV0586  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 AV0586
 AV0586  HORZ ORDER  -  SECOND
 AV0586  VERT ORDER  -  THIRD (See Below)
 AV0586
 AV0586.The horizontal coordinates were established by classical geodetic methods
 AV0586.and adjusted by the National Geodetic Survey in January 1993..
 AV0586.No horizontal observational check was made to the station.
 AV0586
 AV0586 ** The orthometric height has not been validated since last determined
 AV0586 ** by differential leveling and should not be used for control purposes.
 AV0586 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0586 ** area with valid NAVD 88 orthometric heights.
 AV0586 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0586 ** epoch indicated which incorporates improved geoid heights for the
 AV0586 ** Southern Louisiana Subsidence area.
 AV0586 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0586.The orthometric height was scaled from a topographic map.
 AV0586.The vertical order pertains to the NGVD 29 superseded value.
 AV0586
 AV0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0586
 AV0586.The geoid height was determined by GEOID03.
 AV0586
 AV0586.The dynamic height is computed by dividing the NAVD 88
 AV0586.geopotential number by the normal gravity value computed on the
 AV0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0586.degrees latitude (g = 980.6199 gals.).
 AV0586
 AV0586.The modeled gravity was interpolated from observed gravity values.
 AV0586
 AV0586;                    North         East     Units Scale Factor Converg.
 AV0586;SPC LA S     -   128,646.660   886,766.235   MT  0.99994381   -0 35 05.4
 AV0586;SPC LA S     -   422,068.25  2,909,332.22   sFT  0.99994381   -0 35 05.4
 AV0586;UTM  15      - 3,280,703.595   548,102.137   MT  0.99962855   +0 14 45.3
 AV0586
 AV0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0586!SPC LA S     -   1.00000383  x   0.99994381  =   0.99994764
 AV0586!UTM  15      -   1.00000383  x   0.99962855  =   0.99963238
 AV0586
 AV0586                          SUPERSEDED SURVEY CONTROL
 AV0586
 AV0586  NAD 83(1986)-  29 39 19.40770(N)    092 30 10.67755(W) AD(       ) 2
 AV0586  NGVD 29 (05/20/88)    1.42   (m)            4.7    (f) LEVELING    3  
 AV0586
 AV0586.Superseded values are not recommended for survey control.
 AV0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0586.See file dsdata.txt to determine how the superseded data were derived.
 AV0586
 AV0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN4810280704(NAD 83)
 AV0586_MARKER: DZ = AZIMUTH MARK DISK
 AV0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0586_SP_SET: CONCRETE POST
 AV0586_STAMPING: SOUP AZ MK 1987
 AV0586_MARK LOGO: LADTD 
 AV0586_PROJECTION: FLUSH
 AV0586_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AV0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0586+STABILITY: SURFACE MOTION
 AV0586
 AV0586  HISTORY     - Date     Condition        Report By
 AV0586  HISTORY     - 1987     MONUMENTED       LADTD
 AV0586  HISTORY     - 1987     GOOD             LADTD
 AV0586
 AV0586                          STATION DESCRIPTION
 AV0586
 AV0586'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AV0586'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI)
 AV0586'WEST OF PECAN ISLAND,
 AV0586'31.7 KM (19.7 MI) EAST OF GRNAD CHENIER.
 AV0586'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AV0586'
 AV0586'TO REACH THE STATION FROM THE SCHOOL IN PECAN ISLAND, GO
 AV0586'WEST FOR 3.2 KM (2 MI) ON STATE HIGHWAY 82 TO THE MARK ON THE LEFT
 AV0586'AND SOUTH OF THE HIGHWAY.
 AV0586'
 AV0586'THE STATION IS A STANDARD LADTD DISK
 AV0586'STAMPED---SOUP AZ MK 1987---,
 AV0586'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0586'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0586'17 METERS (56 FT) WEST-NORTHWEST FROM A POWER POLE WITH A
 AV0586'TRANSFORMER ATTACHED,
 AV0586'8.5 METERS (28 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 AV0586'8.2 METERS (27 FT) EAST-NORTHEAST FROM THE CENTER OF CONCRETE
 AV0586'CULVERTS AND
 AV0586'0.3 METERS (1.5 FT) NORTH FROM A WITNESS POST.
 AV0586
 AV0586                          STATION RECOVERY (1987)
 AV0586
 AV0586'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AV0586'3.2 KM (2 MI) WEST FROM PECAN ISLAND.
 AV0586'3.2 KM (2 MI) WEST ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE IN
 AV0586'PECAN ISLAND TO THE MARK ON THE LEFT, 17.1 METERS (56 FT) WEST-
 AV0586'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 8.5 METERS (28 FT)
 AV0586'SOUTH OF THE CENTER OF THE HIGHWAY AND 8.2 METERS (27 FT)
 AV0586'EAST-NORTHEAST FROM THE CENTER OF A CONCRETE CULVERT.
 AV0586'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AV0586'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3094 ***********************************************************************
 BX3094  DESIGNATION -  SOURIS
 BX3094  PID         -  BX3094
 BX3094  STATE/COUNTY-  LA/NATCHITOCHES
 BX3094  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX3094
 BX3094                         *CURRENT SURVEY CONTROL
 BX3094  ___________________________________________________________________
 BX3094* NAD 83(1992)-  31 39 55.37942(N)    093 06 12.34233(W)     ADJUSTED  
 BX3094* NAVD 88     -        55.2    (meters)     181.     (feet)  VERTCON   
 BX3094  ___________________________________________________________________
 BX3094  X           -    -294,170.154 (meters)                     COMP
 BX3094  Y           -  -5,425,684.011 (meters)                     COMP
 BX3094  Z           -   3,328,923.773 (meters)                     COMP
 BX3094  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BX3094  ELLIP HEIGHT-          29.00  (meters)          (06/26/02) GPS OBS
 BX3094  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX3094
 BX3094  HORZ ORDER  -  FIRST
 BX3094  ELLP ORDER  -  FOURTH    CLASS II
 BX3094
 BX3094.The horizontal coordinates were established by GPS observations
 BX3094.and adjusted by the National Geodetic Survey in January 1993..
 BX3094
 BX3094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3094
 BX3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3094
 BX3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3094
 BX3094.The ellipsoidal height was determined by GPS observations
 BX3094.and is referenced to NAD 83.
 BX3094
 BX3094.The geoid height was determined by GEOID03.
 BX3094
 BX3094;                    North         East     Units Scale Factor Converg.
 BX3094;SPC LA N     -   129,371.190   942,778.668   MT  0.99992438   -0 19 08.5
 BX3094;SPC LA N     -   424,445.31  3,093,099.68   sFT  0.99992438   -0 19 08.5
 BX3094;UTM  15      - 3,503,351.566   490,195.317   MT  0.99960119   -0 03 15.5
 BX3094
 BX3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3094!SPC LA N     -   0.99999545  x   0.99992438  =   0.99991983
 BX3094!UTM  15      -   0.99999545  x   0.99960119  =   0.99959664
 BX3094
 BX3094                          SUPERSEDED SURVEY CONTROL
 BX3094
 BX3094  ELLIP H (01/21/93)   29.12   (m)                       GP(       ) 4 2
 BX3094  NAD 83(1986)-  31 39 55.39702(N)    093 06 12.33333(W) AD(       ) 1
 BX3094  NGVD 29 (08/25/89)   55.3    (m)          181.     (f) GPS OBS        
 BX3094
 BX3094.Superseded values are not recommended for survey control.
 BX3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3094.See file dsdata.txt to determine how the superseded data were derived.
 BX3094
 BX3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9019503352(NAD 83)
 BX3094_MARKER: DE = TRAVERSE STATION DISK
 BX3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3094_SP_SET: CONCRETE POST
 BX3094_STAMPING: SOURIS 1988
 BX3094_MARK LOGO: LADTD 
 BX3094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3094+STABILITY: SURFACE MOTION
 BX3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3094+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 BX3094
 BX3094  HISTORY     - Date     Condition        Report By
 BX3094  HISTORY     - 1988     MONUMENTED       LADTD
 BX3094  HISTORY     - 19890224 GOOD
 BX3094  HISTORY     - 19950506 GOOD             USPSQD
 BX3094  HISTORY     - 20040802 GOOD             LADTD
 BX3094
 BX3094                          STATION DESCRIPTION
 BX3094
 BX3094'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3094'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) SOUTHWEST OF
 BX3094'NATCHITOCHES, 9.7 KM (6.05 MI) SOUTHEAST OF PROVENCAL AND 5.6 KM
 BX3094'(3.50 MI) WEST-NORTHWEST OF NATCHEZ, IN THE NORTHWEST QUADRANT OF
 BX3094'SECTION 21, T 7 N, R 7 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3094'TRANSPORTATION AND DEVELOPMENT.
 BX3094'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3094'STATE HIGHWAY 6 WEST OF NATCHITOCHES, GO SOUTH FOR 8.7 KM (5.40 MI) ON
 BX3094'INTERSTATE HIGHWAY 49 TO THE JUNCTION WITH A PARISH ROAD INTERCHANGE,
 BX3094'EXIT 132, WITH THE MARK SET ON TOP OF A HILL IN THE NORTHWEST QUADRANT
 BX3094'OF THE INTERCHANGE.
 BX3094'THE STATION IS FLUSH WITH THE GROUND 76.2 M (250.0 FT) NORTHWEST FROM
 BX3094'THE NORTHWEST CORNER OF THE SOUTH BOUND LANE BRIDGE OF INTERSTATE 49,
 BX3094'29.3 M (96.1 FT) SOUTHWEST FROM THE CENTER OF THE SOUTH BOUND LANES OF
 BX3094'THE INTERSTATE, 29.1 M (95.5 FT) WEST-NORTHWEST FROM THE NORTH END OF
 BX3094'A METAL GUARD RAIL FOR THE BRIDGE, 17.1 M (56.1 FT) SOUTHWEST FROM THE
 BX3094'CENTER OF A SMALL DRAIN COMING FROM UNDER THE INTERSTATE AND 0.6 M
 BX3094'(2.0 FT) SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BX3094
 BX3094                          STATION RECOVERY (1989)
 BX3094
 BX3094'RECOVERED 1989
 BX3094'RECOVERED IN GOOD CONDITION.
 BX3094
 BX3094                          STATION RECOVERY (1995)
 BX3094
 BX3094'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX3094'RECOVERED IN GOOD CONDITION.
 BX3094
 BX3094                          STATION RECOVERY (2004)
 BX3094
 BX3094'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BX3094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3095 ***********************************************************************
 BX3095  DESIGNATION -  SOURIS AZ MK
 BX3095  PID         -  BX3095
 BX3095  STATE/COUNTY-  LA/NATCHITOCHES
 BX3095  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX3095
 BX3095                         *CURRENT SURVEY CONTROL
 BX3095  ___________________________________________________________________
 BX3095* NAD 83(1992)-  31 40 28.89224(N)    093 06 41.10480(W)     ADJUSTED  
 BX3095* NAVD 88     -        64.9    (meters)     213.     (feet)  VERTCON   
 BX3095  ___________________________________________________________________
 BX3095  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BX3095  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX3095
 BX3095  HORZ ORDER  -  SECOND
 BX3095
 BX3095.The horizontal coordinates were established by classical geodetic methods
 BX3095.and adjusted by the National Geodetic Survey in January 1993..
 BX3095
 BX3095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3095
 BX3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3095
 BX3095.The geoid height was determined by GEOID03.
 BX3095
 BX3095;                    North         East     Units Scale Factor Converg.
 BX3095;SPC LA N     -   130,407.547   942,026.872   MT  0.99992368   -0 19 23.7
 BX3095;SPC LA N     -   427,845.43  3,090,633.16   sFT  0.99992368   -0 19 23.7
 BX3095;UTM  15      - 3,504,384.104   489,438.984   MT  0.99960138   -0 03 30.6
 BX3095
 BX3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3095!SPC LA N     -   0.99999390  x   0.99992368  =   0.99991759
 BX3095!UTM  15      -   0.99999390  x   0.99960138  =   0.99959529
 BX3095
 BX3095                          SUPERSEDED SURVEY CONTROL
 BX3095
 BX3095  NAD 83(1986)-  31 40 28.90981(N)    093 06 41.09585(W) AD(       ) 2
 BX3095  NGVD 29 (08/25/89)   65.0    (m)          213.     (f) VERT ANG       
 BX3095
 BX3095.Superseded values are not recommended for survey control.
 BX3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3095.See file dsdata.txt to determine how the superseded data were derived.
 BX3095
 BX3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8943904384(NAD 83)
 BX3095_MARKER: DZ = AZIMUTH MARK DISK
 BX3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3095_SP_SET: CONCRETE POST
 BX3095_STAMPING: SOURIS AZ MK 1988
 BX3095_MARK LOGO: LADTD 
 BX3095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3095+STABILITY: SURFACE MOTION
 BX3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3095+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BX3095
 BX3095  HISTORY     - Date     Condition        Report By
 BX3095  HISTORY     - 1988     MONUMENTED       LADTD
 BX3095  HISTORY     - 19950506 GOOD             USPSQD
 BX3095
 BX3095                          STATION DESCRIPTION
 BX3095
 BX3095'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3095'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) SOUTHWEST OF
 BX3095'NATCHITOCHES, 8.8 KM (5.45 MI) SOUTHEAST OF PROVENCAL AND 6.4 KM
 BX3095'(4.00 MI) WEST-NORTHWEST OF NATCHEZ, IN THE SOUTHEAST QUADRANT OF
 BX3095'SECTION 17, T 8 N, R 7 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3095'TRANSPORTATION AND DEVELOPMENT.
 BX3095'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3095'STATE HIGHWAY 6 WEST OF NATCHITOCHES, GO SOUTH FOR 7.5 KM (4.65 MI) ON
 BX3095'INTERSTATE HIGHWAY 49 TO THE STATION SET IN THE MEDIAN, 1.2 KM
 BX3095'(0.75 MI) NORTH OF EXIT 132.
 BX3095'THE STATION IS FLUSH WITH THE GROUND 55.8 M (183.1 FT) SOUTHWEST FROM
 BX3095'THE CENTER OF THE NORTH BOUND LANES OF INTERSTATE 49, 27.9 M
 BX3095'(91.5 FT) NORTHEAST FROM THE CENTER OF THE SOUTH BOUND LANES OF THE
 BX3095'INTERSTATE, 26.8 M (87.9 FT) SOUTH-SOUTHEAST FROM A 12-INCH WATER OAK
 BX3095'TREE, 4.9 M (16.1 FT) WEST-SOUTHWEST FROM AN 8-INCH PERSIMMON TREE AND
 BX3095'0.6 M (2.0 FT) NORTHWEST FROM A METAL WITNESS POST WITH A SIGN
 BX3095'ATTACHED.
 BX3095
 BX3095                          STATION RECOVERY (1995)
 BX3095
 BX3095'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX3095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3096 ***********************************************************************
 BX3096  DESIGNATION -  SOURIS AZ MK 2
 BX3096  PID         -  BX3096
 BX3096  STATE/COUNTY-  LA/NATCHITOCHES
 BX3096  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX3096
 BX3096                         *CURRENT SURVEY CONTROL
 BX3096  ___________________________________________________________________
 BX3096* NAD 83(1992)-  31 39 20.87078(N)    093 05 39.97544(W)     ADJUSTED  
 BX3096* NAVD 88     -        52.9    (meters)     174.     (feet)  VERTCON   
 BX3096  ___________________________________________________________________
 BX3096  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BX3096  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX3096
 BX3096  HORZ ORDER  -  SECOND
 BX3096
 BX3096.The horizontal coordinates were established by classical geodetic methods
 BX3096.and adjusted by the National Geodetic Survey in January 1993..
 BX3096
 BX3096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3096
 BX3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3096
 BX3096.The geoid height was determined by GEOID03.
 BX3096
 BX3096;                    North         East     Units Scale Factor Converg.
 BX3096;SPC LA N     -   128,303.700   943,625.401   MT  0.99992513   -0 18 51.4
 BX3096;SPC LA N     -   420,943.06  3,095,877.67   sFT  0.99992513   -0 18 51.4
 BX3096;UTM  15      - 3,502,288.343   491,046.698   MT  0.99960099   -0 02 58.4
 BX3096
 BX3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3096!SPC LA N     -   0.99999580  x   0.99992513  =   0.99992093
 BX3096!UTM  15      -   0.99999580  x   0.99960099  =   0.99959679
 BX3096
 BX3096                          SUPERSEDED SURVEY CONTROL
 BX3096
 BX3096  NAD 83(1986)-  31 39 20.88843(N)    093 05 39.96639(W) AD(       ) 2
 BX3096  NGVD 29 (08/25/89)   53.0    (m)          174.     (f) VERT ANG       
 BX3096
 BX3096.Superseded values are not recommended for survey control.
 BX3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3096.See file dsdata.txt to determine how the superseded data were derived.
 BX3096
 BX3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9104702288(NAD 83)
 BX3096_MARKER: DZ = AZIMUTH MARK DISK
 BX3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3096_SP_SET: CONCRETE POST
 BX3096_STAMPING: SOURIS AZ MK 2 1988
 BX3096_MARK LOGO: LADTD 
 BX3096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3096+STABILITY: SURFACE MOTION
 BX3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3096+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BX3096
 BX3096  HISTORY     - Date     Condition        Report By
 BX3096  HISTORY     - 1988     MONUMENTED       LADTD
 BX3096  HISTORY     - 19950506 GOOD             USPSQD
 BX3096
 BX3096                          STATION DESCRIPTION
 BX3096
 BX3096'DESCRIBED BY LA TRANSP AND DEV 1988
 BX3096'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHWEST OF
 BX3096'NATCHITOCHES, 6.5 KM (4.05 MI) SOUTHEAST OF PROVENCAL AND 5.6 KM
 BX3096'(3.50 MI) WEST-NORTHWEST OF NATCHEZ, IN THE SOUTHEAST QUADRANT OF
 BX3096'SECTION 21, T 7 N, R 7 W.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BX3096'TRANSPORTATION AND DEVELOPMENT.
 BX3096'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 49 AND
 BX3096'STATE HIGHWAY 6 WEST OF NATCHITOCHES, GO SOUTH FOR 10.0 KM (6.20 MI)
 BX3096'ON INTERSTATE HIGHWAY 49 TO THE STATION ON THE RIGHT SET NEAR THE
 BX3096'RIGHT-OF-WAY FENCE 1.3 KM (0.80 MI) SOUTH OF EXIT 132.
 BX3096'THE STATION IS FLUSH WITH THE GROUND 46.6 M (152.9 FT) NORTHWEST FROM
 BX3096'A RIGHT-OF-WAY MARKER AT A VEE IN THE RIGHT-OF-WAY FENCE, 37.5 M
 BX3096'(123.0 FT) NORTH-NORTHWEST FROM A FENCE CORNER, 31.1 M (102.0 FT)
 BX3096'SOUTHWEST FROM THE CENTER OF THE SOUTH BOUND LANES OF THE INTERSTATE,
 BX3096'3.4 M (11.2 FT) NORTHEAST FROM THE RIGHT-OF-WAY FENCE AND 0.6 M
 BX3096'(2.0 FT) SOUTHEAST FROM A METAL WITNESS POST WITH A SIGH ATTACHED.
 BX3096
 BX3096                          STATION RECOVERY (1995)
 BX3096
 BX3096'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX3096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2511 ***********************************************************************
 AU2511  DESIGNATION -  SOUTH
 AU2511  PID         -  AU2511
 AU2511  STATE/COUNTY-  LA/IBERIA
 AU2511  USGS QUAD   -  MOUND POINT (1978)
 AU2511
 AU2511                         *CURRENT SURVEY CONTROL
 AU2511  ___________________________________________________________________
 AU2511* NAD 83(1992)-  29 29 27.96464(N)    091 45 58.28896(W)     ADJUSTED  
 AU2511* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2511  ___________________________________________________________________
 AU2511  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2511  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU2511
 AU2511  HORZ ORDER  -  SECOND
 AU2511
 AU2511.The horizontal coordinates were established by classical geodetic methods
 AU2511.and adjusted by the National Geodetic Survey in January 1993..
 AU2511
 AU2511.The orthometric height was scaled from a topographic map.
 AU2511
 AU2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2511
 AU2511.The geoid height was determined by GEOID03.
 AU2511
 AU2511;                    North         East     Units Scale Factor Converg.
 AU2511;SPC LA S     -   109,938.650   958,025.261   MT  0.99996505   -0 12 59.2
 AU2511;SPC LA S     -   360,690.39  3,143,121.21   sFT  0.99996505   -0 12 59.2
 AU2511;UTM  15      - 3,263,031.453   619,605.237   MT  0.99977651   +0 36 26.9
 AU2511
 AU2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2511!SPC LA S     -   1.00000397  x   0.99996505  =   0.99996902
 AU2511!UTM  15      -   1.00000397  x   0.99977651  =   0.99978048
 AU2511
 AU2511|---------------------------------------------------------------------|
 AU2511| PID    Reference Object                     Distance      Geod. Az  |
 AU2511|                                                           dddmmss.s |
 AU2511| AU2514 SOUTH 2                              44.115 METERS 21953     |
 AU2511| CV9412 SOUTH RM 2                           12.005 METERS 22446     |
 AU2511| CV9413 SOUTH 2 AZ MK                                      3123535.2 |
 AU2511| CV9411 SOUTH RM 1                           18.233 METERS 31624     |
 AU2511| AU2581 MARSH IS BAYOU BLANC CAMP CUP       APPROX. 3.8 KM 3513306.0 |
 AU2511|---------------------------------------------------------------------|
 AU2511
 AU2511                          SUPERSEDED SURVEY CONTROL
 AU2511
 AU2511  NAD 83(1986)-  29 29 27.98941(N)    091 45 58.28324(W) AD(       ) 2
 AU2511  NAD 27      -  29 29 27.20900(N)    091 45 57.86100(W) AD(       ) 2
 AU2511
 AU2511.Superseded values are not recommended for survey control.
 AU2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2511.See file dsdata.txt to determine how the superseded data were derived.
 AU2511
 AU2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1960563031(NAD 83)
 AU2511_MARKER: DS = TRIANGULATION STATION DISK
 AU2511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2511_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2511
 AU2511  HISTORY     - Date     Condition        Report By
 AU2511  HISTORY     - 1933     MONUMENTED       CGS
 AU2511  HISTORY     - 1948     GOOD             CGS
 AU2511  HISTORY     - 1948     GOOD             SUNOCO
 AU2511  HISTORY     - 1955     GOOD             CGS
 AU2511  HISTORY     - 1959     GOOD             LOCENG
 AU2511  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AU2511  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AU2511  HISTORY     - 1979     POOR             NGS
 AU2511
 AU2511                          STATION DESCRIPTION
 AU2511
 AU2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2511'STATION IS ON THE E SHORE OF MARSH ISLAND, ABOUT 0.4 MILE NW
 AU2511'OF SOUTH POINT, 21 METERS (69 FEET) E OF AND 64 METERS (210
 AU2511'FEET) S OF A SMALL BAYOU, AND IN THE MARSH.  IN 1935 THE STATION
 AU2511'WAS 30 METERS (100 FEET) FROM THE HIGH-WATER MARK.
 AU2511'
 AU2511'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2511'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2511'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2511'INTO THE MARSH.
 AU2511'
 AU2511'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2511'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2511'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 18.228 METERS
 AU2511'(59.80 FEET) FROM THE STATION N 52 DEG W.
 AU2511'
 AU2511'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2511'CENTER OF THE TOP OF A MASS OF CONCRETE FASTENED TO THE
 AU2511'TOP OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 11.935 METERS
 AU2511'(39.16 FEET) FROM THE STATION S 34 DEG W.
 AU2511
 AU2511                          STATION RECOVERY (1948)
 AU2511
 AU2511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2511'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 AU2511'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 AU2511'
 AU2511'1.  THE STATION IS NOW 10 METERS FROM THE HIGH WATER LINE.
 AU2511'
 AU2511'2.  A SUBSTANTIAL WOODEN TOWER 30 FT. HIGH IS IN PLACE OVER
 AU2511'THE STATION.
 AU2511
 AU2511                          STATION RECOVERY (1948)
 AU2511
 AU2511'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2511'STATION RECOVERED IN GOOD CONDITION.
 AU2511
 AU2511                          STATION RECOVERY (1955)
 AU2511
 AU2511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2511'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 AU2511'AND FOUND TO BE IN GOOD CONDITION.  THE STATION WAS RECOVERED
 AU2511'AS DESCRIBED IN 1935, WHICH WAS FOUND TO BE SATISFACTORY
 AU2511'EXCEPT THAT THE STATION MARK IS AT THE HIGH-WATER MARK AND
 AU2511'REFERENCE MARK 2 IS 8 INCHES BELOW THE SURFACE OF SHELL THAT
 AU2511'WASHED UPON THE BEACH.
 AU2511'
 AU2511'STATION WAS REACHED BY BOAT FROM DELCAMBRE, LA.  TRAVEL TIME
 AU2511'WAS APPROXIMATELY 4 HOURS.  DUE TO SHALLOW WATER WADING IS
 AU2511'NECESSARY BEFORE REACHING THE STATION.
 AU2511'
 AU2511'NOTE--A 50 FT. WOODEN TOWER WAS USED.
 AU2511
 AU2511                          STATION RECOVERY (1959)
 AU2511
 AU2511'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AU2511'RECOVERED BY HO AND ROO.
 AU2511'
 AU2511'STATION IN DANGER OF BEING LOST
 AU2511'
 AU2511'STATION IS LOCATED IN WATER AT HIGH TIDE AND REF. MARKER 2
 AU2511'LOCATED IN EDGE OF WATER.
 AU2511
 AU2511                          STATION RECOVERY (1959)
 AU2511
 AU2511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 AU2511'THE STATION WAS VISITED 6-11-59 AND ALL MARKS WERE FOUND
 AU2511'IN GOOD CONDITION.  THE STATION WAS FOUND IN ABOUT 3 FEET
 AU2511'OF WATER ABOUT 20 METERS EAST OF THE HIGH WATER LINE.  THE
 AU2511'MARK IS COVERED WITH WATER AT HIGH TIDE.  REFERENCE MARK NO.
 AU2511'1 WAS FOUND 2 METERS EAST OF THE HIGH WATER LINE IN ABOUT 2 FEET
 AU2511'OF WATER, REFERENCE MARK NO. 2 WAS FOUND ON THE SHELL BEACH
 AU2511'BUT UNDER WATER AT HIGH TIDE.  A NEW STATION SOUTH 2 1959
 AU2511'WAS ESTABLISHED AT THIS DATE 144.70 FEET SOUTHWEST OF THE
 AU2511'STATION.  REFERENCE MARKS NO. 3 AND NO. 4 AND AN AZIMUTH MARK
 AU2511'WERE ESTABLISHED FOR THE NEW STATION.  THE MARSH ISLAND
 AU2511'BLANC CONSERVATION CAMP CUPALO ABOUT 2 MILES NORTH OF THE
 AU2511'STATION, USED AS THE AZIMUTH MARK IN 1955 HAS BEEN
 AU2511'DESTROYED BY STORMS.
 AU2511'
 AU2511'ALL MARKS WERE LEFT AS FOUND, AFTER THE NEW STATION WAS
 AU2511'ESTABLISHED.
 AU2511
 AU2511                          STATION RECOVERY (1966)
 AU2511
 AU2511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2511'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN VERY POOR
 AU2511'CONDITION.  ALL MARKS ARE WELL OFFSHORE IN 2 FEET OF WATER
 AU2511'AND UNSTABLE.  A NEW STATION SOUTH 2 WAS ESTABLISHED IN 1959
 AU2511'JUST SOUTHWEST OF THIS STATION.  SEE DESCRIPTION FOR SAME.
 AU2511
 AU2511                          STATION RECOVERY (1979)
 AU2511
 AU2511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2511'THIS STATION WAS NOT OCCUPIED AT THIS DATE.  THE STATION WAS OUT
 AU2511'IN THE BAY APPROXIMATELY 100 FEET AND THE WATER WAS TOO DEEP.
 AU2511'OBSERVATIONS WERE MADE TO THIS STATION FROM SOUTH 2 1959 AND
 AU2511'SOUTH 3 1979, WHICH WAS ESTABLISHED AT THIS DATE.
 AU2511'
 AU2511'THE STATION IS LOCATED ABOUT 40 MILES SOUTH-SOUTHWEST OF
 AU2511'ABBEVILLE, 26 MILES SOUTH-SOUTHWEST OF FRANKLIN AND ON THE
 AU2511'EAST SHORE OF MARSH ISLAND.
 AU2511'
 AU2511'THE STATION WAS REACHED BY HELICOPTER FROM THE NEW IBERIA
 AU2511'AIRPORT.
 AU2511'
 AU2511'THE STATION IS A STANDARD CGS DISK
 AU2511'STAMPED---SOUTH 1933---,
 AU2511'SET INTO
 AU2511'THE TOP OF A BLOCK OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2511'WOODEN POLE DRIVEN INTO THE MARSH.  THE MARK IS COVERED BY WATER
 AU2511'AT HIGH TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3157 ***********************************************************************
 CQ3157  DESIGNATION -  SOUTH
 CQ3157  PID         -  CQ3157
 CQ3157  STATE/COUNTY-  LA/DE SOTO
 CQ3157  USGS QUAD   -  MANSFIELD (1994)
 CQ3157
 CQ3157                         *CURRENT SURVEY CONTROL
 CQ3157  ___________________________________________________________________
 CQ3157* NAD 83(1992)-  32 00 51.96429(N)    093 43 27.40081(W)     ADJUSTED  
 CQ3157* NAVD 88     -       104.69   (+/-2cm)     343.5    (feet)  VERTCON   
 CQ3157  ___________________________________________________________________
 CQ3157  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CQ3157  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ3157
 CQ3157  HORZ ORDER  -  FIRST
 CQ3157  VERT ORDER  -  THIRD ? (See Below)
 CQ3157
 CQ3157.The horizontal coordinates were established by classical geodetic methods
 CQ3157.and adjusted by the National Geodetic Survey in January 1993..
 CQ3157
 CQ3157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3157.The vertical order pertains to the NGVD 29 superseded value.
 CQ3157
 CQ3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3157
 CQ3157.The geoid height was determined by GEOID03.
 CQ3157
 CQ3157;                    North         East     Units Scale Factor Converg.
 CQ3157;SPC LA N     -   168,566.184   884,344.410   MT  0.99991616   -0 38 50.2
 CQ3157;SPC LA N     -   553,037.56  2,901,386.62   sFT  0.99991616   -0 38 50.2
 CQ3157;UTM  15      - 3,542,264.856   431,597.987   MT  0.99965770   -0 23 02.3
 CQ3157
 CQ3157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3157!SPC LA N     -   0.99998761  x   0.99991616  =   0.99990377
 CQ3157!UTM  15      -   0.99998761  x   0.99965770  =   0.99964531
 CQ3157
 CQ3157|---------------------------------------------------------------------|
 CQ3157| PID    Reference Object                     Distance      Geod. Az  |
 CQ3157|                                                           dddmmss.s |
 CQ3157| CX6289 SOUTH RM                             17.900 METERS 00750     |
 CQ3157| CQ1657 OIL=R 10                            APPROX. 1.1 KM 1990300.4 |
 CQ3157|---------------------------------------------------------------------|
 CQ3157
 CQ3157                          SUPERSEDED SURVEY CONTROL
 CQ3157
 CQ3157  NAD 83(1986)-  32 00 51.97314(N)    093 43 27.39781(W) AD(       ) 1
 CQ3157  NAD 27      -  32 00 51.38500(N)    093 43 26.73900(W) AD(       ) 1
 CQ3157  NGVD 29 (07/19/86)  104.75   (m)          343.7    (f) LEVELING    3  
 CQ3157
 CQ3157.Superseded values are not recommended for survey control.
 CQ3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3157.See file dsdata.txt to determine how the superseded data were derived.
 CQ3157
 CQ3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3159842265(NAD 83)
 CQ3157_MARKER: DS = TRIANGULATION STATION DISK
 CQ3157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3157
 CQ3157  HISTORY     - Date     Condition        Report By
 CQ3157  HISTORY     - 1919     MONUMENTED       CGS
 CQ3157  HISTORY     - 1935     GOOD             CGS
 CQ3157  HISTORY     - 1949     GOOD             CGS
 CQ3157  HISTORY     - 1969     GOOD             CGS
 CQ3157  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ3157
 CQ3157                          STATION DESCRIPTION
 CQ3157
 CQ3157'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 CQ3157'STATION IS 17.9 METERS (59 FEET) OF SW CORNER OF SOUTH MANSFIELD
 CQ3157'RAILROAD STATION, 9.5 METERS (31 FEET) S OF CENTER OF TEXAS
 CQ3157'AND PACIFIC RAILWAY TRACKS, AND 11.6 METERS (38 FEET) E OF
 CQ3157'CENTER OF KANSAS CITY SOUTHERN RAILWAY TRACKS.
 CQ3157'
 CQ3157'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 CQ3157'
 CQ3157'REFERENCE MARK IS 17.90 METERS (58.7 FEET) FROM STATION.
 CQ3157'N 07 DEG 50 MIN E.
 CQ3157
 CQ3157                          STATION RECOVERY (1935)
 CQ3157
 CQ3157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 CQ3157'STATION RECOVERED, AS DESCRIBED IN GOOD CONDITION.  IT IS
 CQ3157'17.3 FEET SE OF SE CORNER OF TOWER SIGNAL HOUSE.
 CQ3157'
 CQ3157'REFERENCE MARK NO. 1 (1919) WAS NOT FOUND, THOUGH IT IS
 CQ3157'PROBABLY COVERED UP BY FILLING AROUND THE RAILROAD STATION.
 CQ3157'
 CQ3157'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET
 CQ3157'IN A 14- BY 14- BY 30-INCH CONCRETE PIER, ON BANK, 45 FEET
 CQ3157'W OF W RAIL OF KANSAS CITY SOUTHERN RAILROAD, 63.5 FEET S OF
 CQ3157'S RAIL OF TEXAS AND PACIFIC RAILROAD, 53.7 FEET SW OF SIGNAL
 CQ3157'POLE NEAR JUNCTION OF TRACKS AND 27.69 METERS (90.86 FEET)
 CQ3157'FROM STATION S 88 DEG 32 MIN W.
 CQ3157'
 CQ3157'TO REACH THE STATION WITH TRUCK, GO TO SOUTH MANSFIELD RAILROAD
 CQ3157'STATION OF TEXAS AND PACIFIC AND KANSAS CITY SOUTHERN RAILROADS.
 CQ3157
 CQ3157                          STATION RECOVERY (1949)
 CQ3157
 CQ3157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 CQ3157'STATION RECOVERED AND STATION MARK AND REFERENCE MARK WERE
 CQ3157'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT SEARCHED
 CQ3157'FOR, THOUGH IT IS PROBABLY COVERED UP BY FILLING AROUND THE
 CQ3157'RAILROAD STATION.  THIS IS A TRAVERSE STATION.
 CQ3157
 CQ3157                          STATION RECOVERY (1969)
 CQ3157
 CQ3157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 CQ3157'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 CQ3157'MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE TEXAS AND
 CQ3157'PACIFIC TRACKS AND THE RAILWAY STATION AT SOUTH MANSFIELD
 CQ3157'HAVE BEEN REMOVED.  REFERENCE MARK 1 WAS NOT RECOVERED.
 CQ3157'
 CQ3157'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CQ3157'171 AND 84 AT THE SOUTH EDGE OF MANSFIELD, GO SOUTH ON U.S. 171
 CQ3157'FOR 0.65 MILES TO CROSS ROAD, TURN RIGHT AND GO WEST FOR
 CQ3157'0.5 MILE TO T-JUNCTION, TURN LEFT AND GO SOUTH AND WEST
 CQ3157'ON PAVED ROAD FOR 0.4 MILE TO RAILROAD CROSSING AND STATION
 CQ3157'IN THE SOUTH ANGLE.
 CQ3157'
 CQ3157'THE STATION MARK IS A STANDARD DISK, STAMPED 343.477 S 10 SET
 CQ3157'IN 12 INCH SQUARE CONCRETE POST THAT IS IN SLIGHT DEPRESSION
 CQ3157'AND IF FILLED WOULD BE ABOUT 3 INCHES BELOW THE SURFACE.
 CQ3157'IT IS 213 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 CQ3157'THE ROAD AND THE TRACKS, 58.8 FEET SOUTH OF THE WEST MOST
 CQ3157'POINT OF CONCRETE PLATFORM TO WEST OF OLD STATION, 35.6
 CQ3157'FEET EAST-SOUTHEAST OF EASTERLY RAIL OF TRACK, 29.1 FEET
 CQ3157'SOUTHEAST OF EASTERLY END OF PIPE CULVERT UNDER TRACK AND
 CQ3157'21.8 FEET NORTH-NORTHWEST OF TELEPHONE LINEPOLE NO. 67 WHICH
 CQ3157'IS 3RD POLE SOITH OF ROAD ON EAST SIDE OF TRACKS.  REFERENCE
 CQ3157'MARK 2 IN 14 INCH POST, PROJECTING 3 INCHES ON BANK ON WEST
 CQ3157'RAILROAD RIGHT-OF-WAY, 45.5 FEET WEST-NORTHWEST OF WEST
 CQ3157'RAIL, 22.6 FEET SOUTH OF TELEPHONE CABLE POLE AND 13.3
 CQ3157'FEET WEST OF TELEPHONE POLE.
 CQ3157'
 CQ3157'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 CQ3157'MILES SOUTHWEST OF MANSFIELD
 CQ3157
 CQ3157                          STATION RECOVERY (1996)
 CQ3157
 CQ3157'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2514 ***********************************************************************
 AU2514  DESIGNATION -  SOUTH 2
 AU2514  PID         -  AU2514
 AU2514  STATE/COUNTY-  LA/IBERIA
 AU2514  USGS QUAD   -  MOUND POINT (1978)
 AU2514
 AU2514                         *CURRENT SURVEY CONTROL
 AU2514  ___________________________________________________________________
 AU2514* NAD 83(1992)-  29 29 26.86526(N)    091 45 59.33918(W)     ADJUSTED  
 AU2514* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2514  ___________________________________________________________________
 AU2514  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2514  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU2514
 AU2514  HORZ ORDER  -  SECOND
 AU2514
 AU2514.The horizontal coordinates were established by classical geodetic methods
 AU2514.and adjusted by the National Geodetic Survey in January 1993..
 AU2514
 AU2514.The orthometric height was scaled from a topographic map.
 AU2514
 AU2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2514
 AU2514.The geoid height was determined by GEOID03.
 AU2514
 AU2514;                    North         East     Units Scale Factor Converg.
 AU2514;SPC LA S     -   109,904.909   957,996.844   MT  0.99996510   -0 12 59.7
 AU2514;SPC LA S     -   360,579.69  3,143,027.98   sFT  0.99996510   -0 12 59.7
 AU2514;UTM  15      - 3,262,997.313   619,577.313   MT  0.99977643   +0 36 26.3
 AU2514
 AU2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2514!SPC LA S     -   1.00000397  x   0.99996510  =   0.99996907
 AU2514!UTM  15      -   1.00000397  x   0.99977643  =   0.99978040
 AU2514
 AU2514|---------------------------------------------------------------------|
 AU2514| PID    Reference Object                     Distance      Geod. Az  |
 AU2514|                                                           dddmmss.s |
 AU2514| AU2511 SOUTH                                44.115 METERS 03953     |
 AU2514| CV9414 SOUTH 2 RM 4                         21.903 METERS 13810     |
 AU2514| AU2517 SOUTH 3                              20.980 METERS 21833     |
 AU2514| AU2518 SOUTH 2 1959 RM 3                    20.815 METERS 23714     |
 AU2514| CV9413 SOUTH 2 AZ MK                                      3183513.4 |
 AU2514|---------------------------------------------------------------------|
 AU2514
 AU2514                          SUPERSEDED SURVEY CONTROL
 AU2514
 AU2514  NAD 83(1986)-  29 29 26.88998(N)    091 45 59.33351(W) AD(       ) 2
 AU2514  NAD 27      -  29 29 26.10960(N)    091 45 58.91120(W) AD(       ) 2
 AU2514
 AU2514.Superseded values are not recommended for survey control.
 AU2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2514.See file dsdata.txt to determine how the superseded data were derived.
 AU2514
 AU2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1957762997(NAD 83)
 AU2514_MARKER: DS = TRIANGULATION STATION DISK
 AU2514_SETTING: 0 = UNSPECIFIED SETTING
 AU2514
 AU2514  HISTORY     - Date     Condition        Report By
 AU2514  HISTORY     - 1959     MONUMENTED       CGS
 AU2514  HISTORY     - 1960     GOOD             CGS
 AU2514  HISTORY     - 1966     GOOD             CGS
 AU2514  HISTORY     - 1979     GOOD             NGS
 AU2514
 AU2514                          STATION DESCRIPTION
 AU2514
 AU2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 AU2514'THE STATION IS LOCATED ON THE EAST SHORE OF MARSH ISLAND,
 AU2514'ABOUT 0.4 MILE NORTHWEST OF SOUTH POINT, 54 FEET WEST OF THE
 AU2514'WEST EDGE OF A BAYOU (THIS BAYOU AT PRESENT ENTERS THE MARSH
 AU2514'LAND AND RUNS SOUTH FOR ABOUT 200 FEET AND THEN TURNS WEST,
 AU2514'THE SHELL BANK BETWEEN THE BAY AND THE BAYOU WILL SOON BE ERODED
 AU2514'MAKING THE BAYOU ENTER THE MARSH FROM THE EAST RUNNING DIRECTLY
 AU2514'WEST AT WHICH TIME THE MARK WILL BE ABOUT 50 FEET FROM THE
 AU2514'HIGH WATER LINE, AND ABOUT 150 FEET NORTH OF THE NORTH EDGE OF
 AU2514'THE BAYOU.  IT IS IN THE CENTER OF A TRIANGLE FORMED BY 2
 AU2514'3-INCH PIPE AND A METAL WITNESS POST ALL PROJECTING ABOUT
 AU2514'4 FEET.  IT IS A STANDARD DISK, STAMPED SOUTH 2 1959, SET
 AU2514'IN THE TOP OF A CONCRETE FILLED 6-INCH JOHN MANVILLE PIPE,
 AU2514'PROJECTING 1 FOOT.
 AU2514'
 AU2514'REFERENCE MARK NO. 3 IS 68.965 FEET SOUTHWEST OF THE STATION.
 AU2514'IT IS A STANDARD DISK STAMPED SOUTH 2 1959, SET IN THE TOP OF A
 AU2514'4-INCH ORANGEBURG PIPE FILLED WITH CONCRETE, PROJECTING 2
 AU2514'FEET.
 AU2514'
 AU2514'REFERENCE MARK NO. 4 IS 71.86 FEET SOUTH-SOUTHEAST OF THE
 AU2514'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 AU2514'ORANGEBURG PIPE FILLED WITH CONCRETE, PROJECTING 2 FEET.
 AU2514'
 AU2514'THE AZIMUTH MARK IS 1383.7 FEET NORTHWEST OF THE STATION, ON
 AU2514'THE SECOND POINT NORTH OF THE STATION, 120 FEET NORTH OF A
 AU2514'SMALL BAY AND 105 FEET WEST OF THE HIGH WATER LINE.  IT IS A
 AU2514'STANDARD DISK, STAMPED SOUTH 2 1959, SET IN THE TOP OF A
 AU2514'4-INCH ORANGEBURG PIPE FILLED WITH CONCRETE, PROJECTING 2
 AU2514'FEET.
 AU2514
 AU2514                          STATION RECOVERY (1960)
 AU2514
 AU2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2514'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 AU2514'IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE.
 AU2514
 AU2514                          STATION RECOVERY (1966)
 AU2514
 AU2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2514'STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN
 AU2514'GOOD CONDITION.  THE STATION MARK PROJECTS 6 INCHES AND THERE IS
 AU2514'A 15 FOOT WOOD STAND IN PLACE OVER THE MARK.  REFERENCE MARKS 3
 AU2514'AND 4 BOTH PROJECT ABOUT 15 INCHES AND A METAL WITNESS POST
 AU2514'WAS SET AT REFERENCE MARK 4.  THE ORIGINAL DESCRIPTION IS
 AU2514'ADEQUATE AND COMPLETE.
 AU2514
 AU2514                          STATION RECOVERY (1979)
 AU2514
 AU2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2514'THE STATION MARK AND REFERENCE MARK NO 3 WAS RECOVERED AT THIS
 AU2514'DATE.  REFERENCE MARK NO 4 AND THE AZIMUTH MARK WAS SEARCHED FOR
 AU2514'BUT NOT RECOVERED.  THE STATION MARK WAS OUT IN THE BAY
 AU2514'APPROXIMATELY TWENTY FEET.  THE MARK WAS TILTED AND A SHORTER
 AU2514'DISTANCE TO REFERENCE MARK NO 3 WAS MEASURED, THE DISTANCE BEING
 AU2514'0.210 METER AND A DIFFERENCE IN THE ANGLE BETWEEN SOUTH 1933
 AU2514'AND SOUTH 2 1959 REFERENCE MARK NO 3 BEING 1 DEGREE, 20 MINUTES, AND
 AU2514'28.3 SECONDS.  DUE TO THE STATIONS BEING IN THE BAY, TRIANGULATION
 AU2514'STATION SOUTH 3 1979 WAS ESTABLISHED AT THIS DATE, SEE DESCRIPTION
 AU2514'THEREOF.
 AU2514'
 AU2514'THE STATION IS LOCATED ABOUT 40 MILES SOUTH-SOUTHWEST OF
 AU2514'ABBEVILLE, 26 MILES SOUTH-SOUTHWEST OF FRANKLIN AND ON
 AU2514'THE EAST SHORE OF MARSH ISLAND.
 AU2514'
 AU2514'THE STATION WAS REACHED BY HELICOPTER FROM THE NEW IBERIA
 AU2514'AIRPORT.
 AU2514'
 AU2514'THE STATION IS A STANDARD CGS DISK
 AU2514'STAMPED---SOUTH 2 1959---,
 AU2514'SET INTO THE TOP OF A 6-INCH ORANGEBURG PIPE FILLED WITH CONCRETE
 AU2514'PROJECTING 6 INCHES AND COVERED BY WATER AT HIGH TIDE.
 AU2514'
 AU2514'REFERENCE MARK 3 IS A STANDARD CGS DISK
 AU2514'STAMPED---SOUTH 2 NO 3 1959---,
 AU2514'SET INTO THE
 AU2514'TOP OF A 6-INCH ORANGEBURG PIPE FILLED WITH CONCRETE FLUSH
 AU2514'WITH THE GROUND.
 AU2514'IT IS LOCATED
 AU2514'60 FEET SOUTHWEST FROM THE HIGH WATER LINE.
 AU2514'MARK IS LEVEL WITH STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2517 ***********************************************************************
 AU2517  DESIGNATION -  SOUTH 3
 AU2517  PID         -  AU2517
 AU2517  STATE/COUNTY-  LA/IBERIA
 AU2517  USGS QUAD   -  MOUND POINT (1978)
 AU2517
 AU2517                         *CURRENT SURVEY CONTROL
 AU2517  ___________________________________________________________________
 AU2517* NAD 83(1992)-  29 29 26.33237(N)    091 45 59.82458(W)     ADJUSTED  
 AU2517* NAVD 88     -         0.5    (meters)       2.     (feet)  VERTCON   
 AU2517  ___________________________________________________________________
 AU2517  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2517  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU2517
 AU2517  HORZ ORDER  -  THIRD
 AU2517
 AU2517.The horizontal coordinates were established by classical geodetic methods
 AU2517.and adjusted by the National Geodetic Survey in January 1993..
 AU2517.No horizontal observational check was made to the station.
 AU2517
 AU2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2517
 AU2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2517
 AU2517.The geoid height was determined by GEOID03.
 AU2517
 AU2517;                    North         East     Units Scale Factor Converg.
 AU2517;SPC LA S     -   109,888.551   957,983.707   MT  0.99996512   -0 12 59.9
 AU2517;SPC LA S     -   360,526.02  3,142,984.88   sFT  0.99996512   -0 12 59.9
 AU2517;UTM  15      - 3,262,980.771   619,564.415   MT  0.99977639   +0 36 26.1
 AU2517
 AU2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2517!SPC LA S     -   1.00000389  x   0.99996512  =   0.99996901
 AU2517!UTM  15      -   1.00000389  x   0.99977639  =   0.99978028
 AU2517
 AU2517|---------------------------------------------------------------------|
 AU2517| PID    Reference Object                     Distance      Geod. Az  |
 AU2517|                                                           dddmmss.s |
 AU2517| AU2514 SOUTH 2                              20.980 METERS 03833     |
 AU2517| AU2511 SOUTH                                65.092 METERS 03927     |
 AU2517| CV9415 SOUTH 3 RM 5                         92.303 METERS 14412     |
 AU2517| AU2518 SOUTH 2 1959 RM 3                     6.783 METERS 31916     |
 AU2517|---------------------------------------------------------------------|
 AU2517
 AU2517                          SUPERSEDED SURVEY CONTROL
 AU2517
 AU2517  NAD 83(1986)-  29 29 26.35709(N)    091 45 59.81890(W) AD(       ) 3
 AU2517  NAD 27      -  29 29 25.57668(N)    091 45 59.39657(W) AD(       ) 3
 AU2517  NGVD 29 (07/19/86)    0.5    (m)            2.     (f) VERT ANG       
 AU2517
 AU2517.Superseded values are not recommended for survey control.
 AU2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2517.See file dsdata.txt to determine how the superseded data were derived.
 AU2517
 AU2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1956462981(NAD 83)
 AU2517_MARKER: DS = TRIANGULATION STATION DISK
 AU2517_SETTING: 0 = UNSPECIFIED SETTING
 AU2517_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2517
 AU2517  HISTORY     - Date     Condition        Report By
 AU2517  HISTORY     - 1979     MONUMENTED       NGS
 AU2517
 AU2517                          STATION DESCRIPTION
 AU2517
 AU2517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2517'THE STATION IS LOCATED ABOUT 40 MILES SOUTH-SOUTHWEST OF
 AU2517'ABBEVILLE, 26 MILES SOUTH-SOUTHWEST OF FRANKLIN AND ON THE
 AU2517'EAST SHORE OF MARSH ISLAND.
 AU2517'
 AU2517'THE STATION WAS REACHED BY HELICOPTER FROM THE NEW IBERIA
 AU2517'AIRPORT.
 AU2517'
 AU2517'THE STATION IS A STANDARD NGS DISK
 AU2517'STAMPED---SOUTH 3 1979---,
 AU2517'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 20 FEET INTO
 AU2517'THE GROUND, ENCASED IN A 5-INCH WHITE PVC PIPE AND PROJECTS 18
 AU2517'INCHES.
 AU2517'IT IS LOCATED
 AU2517'60 FEET WEST FROM THE EDGE OF THE HIGH WATER LINE.
 AU2517'
 AU2517'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AU2517'STAMPED---SOUTH 2 NO 3 1959---,
 AU2517'SET INTO THE TOP OF A 6-INCH ORANGEBURG PIPE FILLED WITH
 AU2517'CONCRETE FLUSH WITH THE GROUND.
 AU2517'IT IS LOCATED
 AU2517'60 FEET SOUTHWEST FROM THE HIGH WATER LINE.
 AU2517'MARK IS LEVEL WITH STATION.
 AU2517'
 AU2517'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 AU2517'STAMPED---SOUTH 3 NO 5 1979---,
 AU2517'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 15 FEET INTO
 AU2517'THE GROUND, ENCASED IN A 5-INCH WHITE PVC PIPE AND PROJECTS
 AU2517'18 INCHES.
 AU2517'IT IS LOCATED
 AU2517'175 FEET NORTH FROM THE HIGH WATER LINE,
 AU2517'75 FEET SOUTH-SOUTHEAST FROM THE BAY, AND
 AU2517'24 FEET WEST-SOUTHWEST FROM THE SHELL BANK.
 AU2517'MARK IS LEVEL WITH STATION.
 AU2517'
 AU2517'THIS STATION WAS POSITIONED AT THIS TIME BY THE INERTIAL
 AU2517'SURVEY SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1811 ***********************************************************************
 AU1811  DESIGNATION -  SOUTH BEND
 AU1811  PID         -  AU1811
 AU1811  STATE/COUNTY-  LA/ST MARY
 AU1811  USGS QUAD   -  ELLERSLIE (1994)
 AU1811
 AU1811                         *CURRENT SURVEY CONTROL
 AU1811  ___________________________________________________________________
 AU1811* NAD 83(1992)-  29 37 55.04024(N)    091 32 07.67540(W)     ADJUSTED  
 AU1811* NAVD 88     -         1.49   (+/-2cm)       4.9  **(feet)  VERTCON   
 AU1811  **This station is located in a subsidence area (see below).
 AU1811  ___________________________________________________________________
 AU1811  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU1811  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AU1811
 AU1811  HORZ ORDER  -  SECOND
 AU1811  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1811
 AU1811.The horizontal coordinates were established by classical geodetic methods
 AU1811.and adjusted by the National Geodetic Survey in January 1993..
 AU1811
 AU1811 ** The orthometric height has not been validated since last determined
 AU1811 ** by differential leveling and should not be used for control purposes.
 AU1811 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1811 ** area with valid NAVD 88 orthometric heights.
 AU1811 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1811 ** epoch indicated which incorporates improved geoid heights for the
 AU1811 ** Southern Louisiana Subsidence area.
 AU1811 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1811.The vertical order pertains to the NGVD 29 superseded value.
 AU1811
 AU1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1811
 AU1811.The geoid height was determined by GEOID03.
 AU1811
 AU1811;                    North         East     Units Scale Factor Converg.
 AU1811;SPC LA S     -   125,488.945   980,426.527   MT  0.99994634   -0 06 03.8
 AU1811;SPC LA S     -   411,708.31  3,216,616.03   sFT  0.99994634   -0 06 03.8
 AU1811;UTM  15      - 3,278,900.207   641,777.223   MT  0.99984802   +0 43 27.2
 AU1811
 AU1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1811!SPC LA S     -   1.00000377  x   0.99994634  =   0.99995011
 AU1811!UTM  15      -   1.00000377  x   0.99984802  =   0.99985179
 AU1811
 AU1811:                Primary Azimuth Mark                     Grid Az
 AU1811:SPC LA S     -  SOUTH BEND AZ MK                         057 35 12.7
 AU1811:UTM  15      -  SOUTH BEND AZ MK                         056 45 41.7
 AU1811
 AU1811|---------------------------------------------------------------------|
 AU1811| PID    Reference Object                     Distance      Geod. Az  |
 AU1811|                                                           dddmmss.s |
 AU1811| CV9416 SOUTH BEND AZ MK                                   0572908.9 |
 AU1811| AU1810 SOUTH BEND RM 1                      49.716 METERS 12758     |
 AU1811| AU2562 BURNS UNITED GAS PL CO MAST         APPROX. 6.7 KM 1760925.7 |
 AU1811| AU1813 SOUTH BEND AZ MK RESET                             1982350.8 |
 AU1811| AU2561 E COTE BLANCHE BAY TEX WELL 9       APPROX. 6.4 KM 2050135.3 |
 AU1811| AU1812 SOUTH BEND RM 2                      80.795 METERS 22334     |
 AU1811|---------------------------------------------------------------------|
 AU1811
 AU1811                          SUPERSEDED SURVEY CONTROL
 AU1811
 AU1811  NAD 83(1986)-  29 37 55.06321(N)    091 32 07.67192(W) AD(       ) 2
 AU1811  NAD 27      -  29 37 54.30400(N)    091 32 07.26800(W) AD(       ) 2
 AU1811  NGVD 29 (??/??/??)    1.550  (m)            5.09   (f) ADJUSTED    1 2
 AU1811
 AU1811.Superseded values are not recommended for survey control.
 AU1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1811.See file dsdata.txt to determine how the superseded data were derived.
 AU1811
 AU1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4177778900(NAD 83)
 AU1811_MARKER: DS = TRIANGULATION STATION DISK
 AU1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1811_STAMPING: SOUTH BEND 1933
 AU1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1811+STABILITY: SURFACE MOTION
 AU1811
 AU1811  HISTORY     - Date     Condition        Report By
 AU1811  HISTORY     - 1933     MONUMENTED       CGS
 AU1811  HISTORY     - 1948     GOOD             CGS
 AU1811  HISTORY     - 1955     GOOD             CGS
 AU1811  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU1811  HISTORY     - 1961     GOOD             CGS
 AU1811  HISTORY     - 1961     GOOD             CGS
 AU1811  HISTORY     - 1966     GOOD             CGS
 AU1811
 AU1811                          STATION DESCRIPTION
 AU1811
 AU1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU1811'STATION IS ON THE ROAD BETWEEN NORTH BEND AND SOUTH BEND,
 AU1811'ON THE PROPERTY OF DR. GATES OF FRANKLIN, IN A GROUP OF
 AU1811'TREES IN THE BACKYARD JUST W OF A PICKET FENCE BETWEEN THE
 AU1811'YARD AND A FIELD, NEAR THE NE CORNER OF THE YARD, 4.8 METERS
 AU1811'(16 FEET) W OF A FENCE, AND 26.6 METERS (87 FEET) S OF A
 AU1811'FENCE.
 AU1811'
 AU1811'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU1811'AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN
 AU1811'THE GROUND.
 AU1811'
 AU1811'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 AU1811'SQUARE BLOCK OR POST OF CONCRETE AND IS ABOUT 5 METERS (16
 AU1811'FEET) W OF A FENCE AND 49.750 METERS (163.22 FEET) FROM
 AU1811'THE STATION S 52 DEG 05 MIN E.
 AU1811'
 AU1811'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A
 AU1811'SQUARE BLOCK OR POST OF CONCRETE AND IS IN THE NW CORNER OF
 AU1811'THE BACKYARD AND 80.795 METERS (265.07 FEET) FROM THE STATION
 AU1811'S 43 DEG 35 MIN W.
 AU1811'
 AU1811'THE AZIMUTH MARK IS IN THE BACKYARD OF THE SECOND HOUSE
 AU1811'FROM THE STATION ALONG THE SHELL ROAD AND IS
 AU1811'N 57 DEG 29 MIN E FROM THE STATION.
 AU1811
 AU1811                          STATION RECOVERY (1948)
 AU1811
 AU1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU1811'STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 AU1811'CONDITION.  THE GENERAL DESCRIPTION OF THE STATION IS ADEQUATE,
 AU1811'HOWEVER, SOME CHANGES IN THE IMMEDIATE VICINITY HAVE TAKEN
 AU1811'PLACE AND THE FOLLOWING REFERENCE MEASUREMENTS SHOULD BE
 AU1811'SUBSTITUTED IN THE ORIGINAL DESCRIPTION--
 AU1811'
 AU1811'THE STATION IS 32 FEET SE OF A PICKET FENCE, 40 FEET NE
 AU1811'OF A ROW OF PECAN TREES, AND 64 FEET SW OF A WIRE FENCE BETWEEN
 AU1811'THE YARD AND A CANE FIELD.
 AU1811'
 AU1811'REFERENCE MARK 1 IS 78 FEET SW OF THE ABOVE FENCE AND 44
 AU1811'FEET NE OF THE ROW OF PECAN TREES.
 AU1811'
 AU1811'REFERENCE MARK 2 IS 9 FEET SE OF A FENCE, 15 FEET NE OF THE
 AU1811'W YARD FENCE.
 AU1811'
 AU1811'THE AZIMUTH MARK WAS NOT RECOVERED.
 AU1811
 AU1811                          STATION RECOVERY (1955)
 AU1811
 AU1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU1811'10.7 MILES SOUTHWEST ALONG STATE HIGHWAY 60 FROM THE TEXAS
 AU1811'AND NEW ORLEANS RAILROAD STATION AT BAYOU SALE, 337 FEET
 AU1811'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 174 FEET NORTH
 AU1811'OF THE NORTH CORNER OF AN OLD HOUSE, 65 FEET SOUTHWEST OF
 AU1811'A FENCE, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AU1811'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 AU1811'STAMPED SOUTH BEND 1933.
 AU1811'
 AU1811'SOUTH BEND R.M. 1 IS 163.1 FEET SOUTHEAST OF TRIANGULATION
 AU1811'STATION SOUTH BEND 1933, 174 FEET NORTHWEST OF THE CENTER
 AU1811'LINE OF THE HIGHWAY, 158 FEET NORTHEAST OF THE EAST CORNER
 AU1811'OF AN OLD HOUSE, 1.5 FEET SOUTHWEST OF A WITNESS POST, A
 AU1811'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AU1811'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED NO 1.
 AU1811'
 AU1811'SOUTH BEND R.M. 2 IS 269.7 FEET SOUTHWEST OF TRIANGULATION
 AU1811'STATION SOUTH BEND 1933, 135 FEET WEST OF THE WEST CORNER
 AU1811'OF AN OLD HOUSE, 18 FEET EAST OF A FENCE CORNER, A REFERENCE
 AU1811'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AU1811'0.3 FOOT ABOVE THE GROUND, STAMPED NO 2.
 AU1811
 AU1811                          STATION RECOVERY (1955)
 AU1811
 AU1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU1811'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 AU1811'TO BE IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND TO HAVE
 AU1811'BEEN DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED THIS
 AU1811'YEAR.  PROPERTY UPON WHICH THE STATION RESTS IS NOW OWNED
 AU1811'BY MR. STAMPLEY LUKE WHO LIVES IN FIRST HOUSE NORTHEAST
 AU1811'OF STATION ALONG STATE HIGHWAY 60.
 AU1811'
 AU1811'TO REACH STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 90 AND
 AU1811'STATE HIGHWAY 60 IN CENTERVILLE, DRIVE SOUTH AND SOUTHWESTERLY
 AU1811'ON STATE HIGHWAY 60 FOR 6.55 MILES TO DRAWBRIDGE.  CONTINUE
 AU1811'STRAIGHT AHEAD OVER BRIDGE AND ALONG HIGHWAY FOR 4.5 MILES
 AU1811'TO THE GEORGE ROBICHEAUX STORE AND POST OFFICE ON THE LEFT.
 AU1811'CONTINUE STRAIGHT AHEAD ON HIGHWAY FOR 0.7 MILE TO A FARM
 AU1811'HOUSE ON THE RIGHT.  *TURN RIGHT, CROSS CATTLE GUARD, AND
 AU1811'DRIVE ABOUT 100 YARDS TO THE NORTHEAST CORNER OF YARD AND
 AU1811'STATION.
 AU1811'
 AU1811'STATION MARK, STAMPED SOUTH BEND 1933, IS A STANDARD DISK
 AU1811'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 7 INCHES
 AU1811'IN DIAMETER AND PROJECTING 3 INCHES ABOVE THE SURFACE OF
 AU1811'THE GROUND.  IT IS IN THE NORTHEAST CORNER OF FARM YARD,
 AU1811'170 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 30
 AU1811'FEET SOUTHEAST OF FENCE, ON NORTH EDGE OF A SOUTHEAST-NORTHWEST
 AU1811'LINE OF LARGE PECAN TREES AND 3.6 FEET SOUTHEAST OF A WHITE
 AU1811'WITNESS POST.
 AU1811'
 AU1811'REFERENCE MARK 1, STAMPED NO 1, IS A STANDARD REFERENCE
 AU1811'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 7 INCHES
 AU1811'SQUARE AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 AU1811'IT IS 1.3 FEET SOUTH OF A U.S.B.M. WITNESS POST AND ABOUT
 AU1811'THE SAME ELEVATION AS THE STATION MARK.
 AU1811'
 AU1811'REFERENCE MARK 2, STAMPED NO 2, IS A STANDARD REFERENCE MARK
 AU1811'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 7 INCHES
 AU1811'SQUARE AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 AU1811'IT IS IN THE NORTHWEST CORNER OF YARD, 10 FEET EAST OF A
 AU1811'NORTH-SOUTH FENCE AND 15 FEET NORTH OF AN EAST-WEST FENCE.
 AU1811'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.  1933
 AU1811'DISTANCE TO REFERENCE MARK WAS USED BECAUSE OF TEMPORARY
 AU1811'BLOCKED LINE.
 AU1811'
 AU1811'AZIMUTH MARK, STAMPED SOUTH BEND 1933 RESET 1955, IS A STANDARD
 AU1811'AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AU1811'IS 12 INCHES SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.
 AU1811'IT IS SET IN A FENCE CORNER, 26 FEET EAST OF CENTER OF ROAD,
 AU1811'64 FEET WEST NORTHWEST OF THE NORTH END OF CATTLE GUARD, 82
 AU1811'FEET NORTH-NORTHEAST OF POWERLINE AND TELEPHONE POLE NO.
 AU1811'8249 AND 1 FOOT EAST OF A WHITE WITNESS POST.
 AU1811'
 AU1811'*TO REACH AZIMUTH MARK CONTINUE SOUTH ON STATE HIGHWAY 60
 AU1811'FOR 0.3 MILE TO A ROAD LEFT AND THE MARK.
 AU1811'
 AU1811'1955 OBSERVATIONS--NOTE.  OBSERVATIONS WERE MADE FROM A
 AU1811'103 FOOT TOWER.
 AU1811
 AU1811                          STATION RECOVERY (1961)
 AU1811
 AU1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU1811'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  THE MONUMENT
 AU1811'HAS BEEN CHIPPED-OFF AT THE TOP WHERE A BULLDOZER HAS HIT
 AU1811'IT.  R.M. 1 AND 2 HAD BEEN MOVED FROM THEIR ORIGINAL LOCATION.
 AU1811'THEY ARE BOTH FIRM IN THE GROUND AND NEW DISTANCES AND DIRECTIONS
 AU1811'WERE MEASURED TO THEM DURING THIS RECOVERY.  THE ORIGINAL
 AU1811'STAMPING WAS NOT CHANGED.  THE AZIMUTH MARK WAS RECOVERED
 AU1811'IN GOOD CONDITION.  BOTH THE ORIGINAL DESCRIPTION AND 1955
 AU1811'RECOVERY NOTE BY RAG ARE INADEQUATE.  A NEW DESCRIPTION
 AU1811'IS AS FOLLOWS--
 AU1811'
 AU1811'THE STATION IS LOCATED 11.8 MILES SOUTHWEST OF THE JUNCTION
 AU1811'OF U.S. HIGHWAY 90 AND STATE HIGHWAY 317 IN CENTERVILLE,
 AU1811'ABOUT 0.6 MILE SOUTH OF THE SOUTH BEND GROCERY STORE AND
 AU1811'IN THE NORTHWEST CORNER OF A YARD ON PROPERTY OWNED BY A MRS
 AU1811'GATES OF FRANKLIN.  IT IS 340.0 FEET NORTHWEST OF THE CENTERLINE
 AU1811'OF THE HIGHWAY, 185.0 FEET NORTH NORTHWEST OF THE CENTER
 AU1811'OF A BRICK CHIMNEY ON THE NORTH SIDE OF A TENANT HOUSE, 88.0
 AU1811'FEET NORTHEAST OF A 36 INCH PECAN TREE (MOST WESTERLY TREE
 AU1811'IN THE MOST NORTHERLY LINE OF 3 LINES OF TREES) 44.0 FEET
 AU1811'NORTH NORTHWEST OF A 30 INCH PECAN TREE, 35.5 FEET NORTHEAST
 AU1811'OF A 8 INCH PEAR TREE AND 3.0 FEET SOUTHWEST OF A METAL
 AU1811'WITNESS POST.  THE STATION IS MARKED BY A STANDARD DISK
 AU1811'STAMPED SOUTH BEND 1933 SET IN THE TOP OF A 6 INCH ROUND
 AU1811'CONCRETE MONUMENT (TOP PORTION OF MONUMENT CHIPPED OFF)
 AU1811'WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 AU1811'
 AU1811'R.M. 1 IS SOUTHEAST OF THE STATION, 170.0 FEET NORTHWEST
 AU1811'OF THE CENTERLINE OF THE HIGHWAY, 162.0 FEET NORTHEAST OF
 AU1811'THE CENTER OF A BRICK CHIMNEY ON THE NORTH SIDE OF A TENANT
 AU1811'HOUSE, 63.0 FEET NORTHEAST OF A 30 INCH PECAN TREE, AND 53.0
 AU1811'FEET NORTH OF A 30 INCH PECAN TREE (IN THE MOST NORTHERLY
 AU1811'OF 3 LINES OF TREES).  IT IS MARKED BY A STANDARD DISK (WITH
 AU1811'THE ARROW POINTING 90 DEGREES FROM STATION IN A NORTHERLY
 AU1811'DIRECTION) STAMPED NO 1 AND SET IN THE TOP OF A 6 INCH SQUARE
 AU1811'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 AU1811'
 AU1811'R.M. 2 IS SOUTHWEST OF THE STATION, 122.0 FEET SOUTHWEST
 AU1811'OF THE SOUTHWEST CORNER OF A HOUSE, 77.0 FEET SOUTH SOUTHWEST
 AU1811'OF A WELL PUMP, 71.0 FEET NORTH NORTHWEST OF A 24 INCH HACKBERRY
 AU1811'TREE (WHICH IS THE MOST WESTERLY OF 3 SUCH TREES) AND 3.0
 AU1811'FEET SOUTHEAST OF THE CORNER OF A LOT FENCE.  IT IS MARKED
 AU1811'BY A STANDARD DISK STAMPED NO 2 1933 SET IN THE TOP OF A 8
 AU1811'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE
 AU1811'THE GROUND.
 AU1811'
 AU1811'THE AZIMUTH MARK IS SOUTH SOUTHWEST OF THE STATION AT THE
 AU1811'NORTHEAST QUADRANT OF A ROAD INTERSECTION AND OPPOSITE A
 AU1811'SMALL HOUSE, 82.5 FEET NORTH NORTHEAST OF POWER POLE 8249,
 AU1811'64.0 FEET WEST NORTHWEST OF THE NORTH END OF A CATTLE GUARD,
 AU1811'26.0 FEET EAST OF CENTERLINE OF HIGHWAY AND 1 FOOT EAST
 AU1811'OF A WHITE WOODEN WITNESS POST.  IT IS MARKED BY A STANDARD
 AU1811'DISK, STAMPED SOUTH BEND 1933 RESET 1955 SET IN THE TOP
 AU1811'OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 AU1811'ABOVE THE GROUND.
 AU1811'
 AU1811'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AU1811'AND STATE HIGHWAY 317 IN CENTERVILLE, DRIVE SOUTH AND SOUTHWESTERLY
 AU1811'ON STATE HIGHWAY 317 FOR 6.6 MILES TO INTRACOASTAL WATERWAY
 AU1811'DRAWBRIDGE, CONTINUE STRAIGHT AHEAD OVER BRIDGE AND ALONG
 AU1811'STATE HIGHWAY 317 FOR 4.6 MILES TO SOUTH BEND GROCERY STORE
 AU1811'ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON HIGHWAY FOR 0.6
 AU1811'MILES TO A FARM HOUSE ON RIGHT WITH A GROUP OF PECAN TREES
 AU1811'ON ITS NORTH SIDE AND STATION SITE.
 AU1811
 AU1811                          STATION RECOVERY (1961)
 AU1811
 AU1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 AU1811'10.7 MI SW FROM BAYOU SALE.
 AU1811'LOCATED ABOUT 10.7 MILES SOUTHWEST ALONG STATE HIGHWAY 317 FROM THE
 AU1811'TEXAS AND NEW ORLEANS RAILROAD STATION AT BAYOU SALE.  ABOUT 0.6 MILE
 AU1811'SOUTHWEST OF THE SOUTH BEND GROCERY STORE (ON NORTHWEST SIDE OF ROAD)
 AU1811'AND IN THE NORTHWEST CORNER OF A YARD ON PROPERTY OWNED BY MRS. GATES
 AU1811'OF FRANKLIN.  IT IS 340 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 AU1811'317.  185.0 FEET NORTH NORTHWEST OF THE CENTER OF A BRICK CHIMNEY ON
 AU1811'THE NORTH SIDE OF A TENANT HOUSE.  88.0 FEET NORTHEAST OF A 36-INCH
 AU1811'PECAN TREE (MOST-WESTERLY TREE IN THE MOST-NORTHERLY LINE OF 3 LINES
 AU1811'OF TREES).  44.0 FEET NORTH-NORTHWEST OF A 30-INCH PECAN TREE.  35.5
 AU1811'FEET NORTHEAST OF A 8-INCH PEAR TREE AND 3.0 FEET SOUTHWEST OF A METAL
 AU1811'WITNESS POST.  SET IN A 6-INCH ROUND, CONCRETE MONUMENT PROJECTING 1
 AU1811'INCH.
 AU1811
 AU1811                          STATION RECOVERY (1966)
 AU1811
 AU1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WPS)
 AU1811'STATION, R.MS. AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1423 ***********************************************************************
 BJ1423  DESIGNATION -  SOUTH GATE
 BJ1423  PID         -  BJ1423
 BJ1423  STATE/COUNTY-  LA/ORLEANS
 BJ1423  USGS QUAD   -  SPANISH FORT (1992)
 BJ1423
 BJ1423                         *CURRENT SURVEY CONTROL
 BJ1423  ___________________________________________________________________
 BJ1423* NAD 83(1992)-  30 01 09.36675(N)    090 05 02.61798(W)     ADJUSTED  
 BJ1423* NAVD 88     -         2.34   (+/-2cm)       7.7  **(feet)  VERTCON   
 BJ1423  **This station is located in a subsidence area (see below).
 BJ1423  ___________________________________________________________________
 BJ1423  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BJ1423  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BJ1423
 BJ1423  HORZ ORDER  -  THIRD
 BJ1423  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1423
 BJ1423.The horizontal coordinates were established by classical geodetic methods
 BJ1423.and adjusted by the National Geodetic Survey in January 1993..
 BJ1423
 BJ1423 ** The orthometric height has not been validated since last determined
 BJ1423 ** by differential leveling and should not be used for control purposes.
 BJ1423 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1423 ** area with valid NAVD 88 orthometric heights.
 BJ1423 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1423 ** epoch indicated which incorporates improved geoid heights for the
 BJ1423 ** Southern Louisiana Subsidence area.
 BJ1423 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1423.The vertical order pertains to the NGVD 29 superseded value.
 BJ1423
 BJ1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1423
 BJ1423.The geoid height was determined by GEOID03.
 BJ1423
 BJ1423;                    North         East     Units Scale Factor Converg.
 BJ1423;SPC LA S     -   169,059.105 1,120,503.061   MT  0.99992580   +0 37 28.7
 BJ1423;SPC LA S     -   554,654.75  3,676,183.79   sFT  0.99992580   +0 37 28.7
 BJ1423;UTM  15      - 3,324,502.802   781,242.336   MT  1.00057599   +1 27 35.2
 BJ1423
 BJ1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1423!SPC LA S     -   1.00000375  x   0.99992580  =   0.99992955
 BJ1423!UTM  15      -   1.00000375  x   1.00057599  =   1.00057974
 BJ1423
 BJ1423|---------------------------------------------------------------------|
 BJ1423| PID    Reference Object                     Distance      Geod. Az  |
 BJ1423|                                                           dddmmss.s |
 BJ1423| CW2340 SOUTH GATE RM                                      11344     |
 BJ1423| AU2674 GRANDSTAND MIDDLE CUPOLA            APPROX. 4.1 KM 1734913.4 |
 BJ1423| BJ4242 ORLEANS 1931                        APPROX. 1.4 KM 2670649.4 |
 BJ1423| BJ4245 YACHT CLUB DOME                     APPROX. 3.0 KM 2871745.2 |
 BJ1423|---------------------------------------------------------------------|
 BJ1423
 BJ1423                          SUPERSEDED SURVEY CONTROL
 BJ1423
 BJ1423  NAD 83(1986)-  30 01 09.38360(N)    090 05 02.61611(W) AD(       ) 3
 BJ1423  NAD 27      -  30 01 08.65468(N)    090 05 02.35688(W) AD(       ) 3
 BJ1423  NGVD 29 (??/??/??)    2.405  (m)            7.89   (f) ADJUSTED    1 2
 BJ1423
 BJ1423.Superseded values are not recommended for survey control.
 BJ1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1423.See file dsdata.txt to determine how the superseded data were derived.
 BJ1423
 BJ1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8124224503(NAD 83)
 BJ1423_MARKER: DS = TRIANGULATION STATION DISK
 BJ1423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1423_SP_SET: ABUTMENT
 BJ1423_STAMPING: S GATE 1931
 BJ1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1423
 BJ1423  HISTORY     - Date     Condition        Report By
 BJ1423  HISTORY     - 1932     MONUMENTED       CGS
 BJ1423  HISTORY     - 1954     GOOD             CGS
 BJ1423  HISTORY     - 1963     GOOD             CGS
 BJ1423  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BJ1423  HISTORY     - 1985     MARK NOT FOUND   NGS
 BJ1423
 BJ1423                          STATION DESCRIPTION
 BJ1423
 BJ1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RLS)
 BJ1423'APPROXIMATELY 1/2 MILE FROM LAKE PONTCHARTRAIN ON THE W
 BJ1423'ABUTMENT AT THE S GATE TO THE LOCK IN BAYOU ST. JOHN.
 BJ1423'
 BJ1423'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CEMENT
 BJ1423'IN A DRILL HOLE ON THE FLAT TOP OF THE CONCRETE SURFACE.
 BJ1423'
 BJ1423'THE REFERENCE MARK, A STANDARD BRONZE DISK SET IN CEMENT IN A
 BJ1423'DRILL HOLE ON THE FLAT TOP OF THE CONCRETE SURFACE, OF THE E
 BJ1423'ABUTMENT AT THE S GATE, IS 18.00 METERS (59.1 FEET) FROM THE
 BJ1423'STATION S 66 DEG 16 MIN E.
 BJ1423'
 BJ1423'THE DOME ON THE YACHT CLUB IS N 72 DEG 42 MIN W.
 BJ1423
 BJ1423                          STATION RECOVERY (1954)
 BJ1423
 BJ1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ1423'THE STATION IS LOCATED IN THE N SECTION OF NEW ORLEANS, ABOUT
 BJ1423'0.5 MI. S OF THE S SHORE OF LAKE PONCHARTRAIN, AND ON THE W
 BJ1423'ABUTMENT OF THE S GATE OF THE LOCK IN ST. JOHN BAYOU.  IT IS
 BJ1423'ONE BLOCK S OF THE INTERSECTION OF ROBERT E. LEE BOULEVARD AND
 BJ1423'WISNER BOULEVARD, 90 FT. E OF THE CENTERLINE OF THE N BOUND
 BJ1423'LANE OF WISNER BOULEVARD, 18 FT. N OF THE NW CORNER OF A SMALL
 BJ1423'BRICK CONTROL ROOM FOR THE LOCKS, AND 15 FT. S OF THE N END
 BJ1423'OF THE ABUTMENTS.  IT IS A STANDARD DISK, STAMPED S GATE 1931
 BJ1423'AND SET IN A DRILL HOLE FLUSH WITH THE TOP OF THE ABUTMENT.
 BJ1423'
 BJ1423'THE REFERENCE MARK IS 59.1 FT. E-SE OF THE STATION S 66 DEG
 BJ1423'16 MIN E. IT IS ON THE E ABUTMENT OF THE S GATE. IT
 BJ1423'IS A STANDARD DISK, STAMPED S GATE 1931 AND SET IN A DRILL
 BJ1423'HOLE FLUSH WITH THE TOP OF THE ABUTMENT.
 BJ1423
 BJ1423                          STATION RECOVERY (1963)
 BJ1423
 BJ1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BJ1423'IN NEW ORLEANS.
 BJ1423'AT NEW ORLEANS, ABOUT 0.3 MILE SOUTH ALONG ST. BERNARD AVENUE FROM THE
 BJ1423'OVERPASS WHERE LAKESHORE DRIVE CROSSES OVER BAYOU ST. JOHN AND ST.
 BJ1423'BERNARD AVENUE, THENCE ABOUT 0.05 MILE WEST ALONG ROBERT E. LEE
 BJ1423'BOULEVARD, SET IN THE TOP OF THE WEST ABUTMENT OF THE SOUTH GATE OF
 BJ1423'THE ABANDONED LOCK ACROSS BAYOU ST. JOHN, 4 1/2 FEET EAST OF THE WEST
 BJ1423'EDGE OF THE ABUTMENT, 15 SOUTH OF THE NORTH END OF THE ABUTMENT, 18
 BJ1423'FEET NORTH OF THE NORTH FACE OF A 9 FOOT BY 12 FOOT BRICK BUILDING
 BJ1423'THAT WAS ONCE THE OPERATORS BUILDING, AND IS ABOUT 4 FEET ABOVE THE
 BJ1423'GROUND.
 BJ1423
 BJ1423                          STATION RECOVERY (1985)
 BJ1423
 BJ1423'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ1423'MARK NOT FOUND.
 BJ1423
 BJ1423                          STATION RECOVERY (1985)
 BJ1423
 BJ1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ1423'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 BJ1423'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0870 ***********************************************************************
 AV0870  DESIGNATION -  SOUTH LOOKOUT TOWER
 AV0870  PID         -  AV0870
 AV0870  STATE/COUNTY-  LA/CAMERON
 AV0870  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0870
 AV0870                         *CURRENT SURVEY CONTROL
 AV0870  ___________________________________________________________________
 AV0870* NAD 83(1992)-  29 50 11.25407(N)    093 43 48.01699(W)     ADJUSTED  
 AV0870* NAVD 88     -                                                        
 AV0870  ___________________________________________________________________
 AV0870  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AV0870  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AV0870
 AV0870  HORZ ORDER  -  THIRD
 AV0870
 AV0870.The horizontal coordinates were established by classical geodetic methods
 AV0870.and adjusted by the National Geodetic Survey in February 1996..
 AV0870
 AV0870
 AV0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0870
 AV0870.The geoid height was determined by GEOID03.
 AV0870
 AV0870;                    North         East     Units Scale Factor Converg.
 AV0870;SPC LA S     -   150,561.093   768,409.009   MT  0.99992984   -1 11 54.1
 AV0870;SPC LA S     -   493,965.85  2,521,021.89   sFT  0.99992984   -1 11 54.1
 AV0870;UTM  15      - 3,300,887.492   429,476.607   MT  0.99966136   -0 21 47.6
 AV0870
 AV0870                          SUPERSEDED SURVEY CONTROL
 AV0870
 AV0870  NAD 83(1992)-  29 50 11.25395(N)    093 43 48.01703(W) AD(       ) 4
 AV0870  NAD 83(1986)-  29 50 11.27573(N)    093 43 48.00108(W) AD(       ) 4
 AV0870  NAD 27      -  29 50 10.48000(N)    093 43 47.42000(W) AD(       ) 3
 AV0870
 AV0870.Superseded values are not recommended for survey control.
 AV0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0870.See file dsdata.txt to determine how the superseded data were derived.
 AV0870
 AV0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2947700887(NAD 83)
 AV0870_MARKER: 57 = LOOKOUT TOWER
 AV0870
 AV0870  HISTORY     - Date     Condition        Report By
 AV0870  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0870
 AV0870                          STATION DESCRIPTION
 AV0870
 AV0870'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2396 ***********************************************************************
 BW2396  DESIGNATION -  SOUTH MERIDIAN GLO 1929
 BW2396  PID         -  BW2396
 BW2396  STATE/COUNTY-  LA/TENSAS
 BW2396  USGS QUAD   -  ST JOSEPH (1986)
 BW2396
 BW2396                         *CURRENT SURVEY CONTROL
 BW2396  ___________________________________________________________________
 BW2396* NAD 83(1992)-  31 54 48.04816(N)    091 14 07.61766(W)     ADJUSTED  
 BW2396* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 BW2396  ___________________________________________________________________
 BW2396  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BW2396  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW2396
 BW2396  HORZ ORDER  -  SECOND
 BW2396
 BW2396.The horizontal coordinates were established by classical geodetic methods
 BW2396.and adjusted by the National Geodetic Survey in May 1994..
 BW2396
 BW2396.The orthometric height was scaled from a topographic map.
 BW2396
 BW2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2396
 BW2396.The geoid height was determined by GEOID03.
 BW2396
 BW2396;                    North         East     Units Scale Factor Converg.
 BW2396;SPC LA N     -   157,402.343 1,119,590.696   MT  0.99991474   +0 40 06.8
 BW2396;SPC LA N     -   516,410.85  3,673,190.48   sFT  0.99991474   +0 40 06.8
 BW2396;SPC MS W     -   267,896.235   614,678.849   MT  1.00003975   -0 28 36.9
 BW2396;SPC MS W     -   878,922.90  2,016,658.86   sFT  1.00003975   -0 28 36.9
 BW2396;UTM  15      - 3,532,189.278   666,839.524   MT  0.99994330   +0 55 58.9
 BW2396
 BW2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2396!SPC LA N     -   0.99999925  x   0.99991474  =   0.99991399
 BW2396!SPC MS W     -   0.99999925  x   1.00003975  =   1.00003900
 BW2396!UTM  15      -   0.99999925  x   0.99994330  =   0.99994255
 BW2396
 BW2396                          SUPERSEDED SURVEY CONTROL
 BW2396
 BW2396  NAD 83(1992)-  31 54 48.05953(N)    091 14 07.61360(W) AD(       ) 2
 BW2396  NAD 83(1986)-  31 54 48.06070(N)    091 14 07.61410(W) AD(       ) 2
 BW2396  NAD 27      -  31 54 47.48618(N)    091 14 07.21047(W) AD(       ) 2
 BW2396
 BW2396.Superseded values are not recommended for survey control.
 BW2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2396.See file dsdata.txt to determine how the superseded data were derived.
 BW2396
 BW2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6684032189(NAD 83)
 BW2396_MARKER: X = CHISELED CROSS
 BW2396_SETTING: 0 = UNSPECIFIED SETTING
 BW2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2396
 BW2396  HISTORY     - Date     Condition        Report By
 BW2396  HISTORY     - 1929     MONUMENTED       USGLO
 BW2396
 BW2396                          STATION DESCRIPTION
 BW2396
 BW2396'DESCRIBED BY US GENERAL LAND OFFICE 1929 (HWH)
 BW2396'IN TOWN OF ST. JOSEPH, IN SE END OF COURTHOUSE SQUARE, 10.5 METERS
 BW2396'(34 FEET) N OF CENTER LINE OF STREET ON LOWER SIDE OF SQUARE,
 BW2396'5.49 METERS (18.0 FEET) E OF CENTER OF 24-INCH GUM TREE, 33.62
 BW2396'METERS (110.3 FEET) W OF SW CORNER OF OLD MASONIC HALL, AND 27.37
 BW2396'METERS (89.8 FEET) SSW OF 24-INCH GUM TREE.
 BW2396'
 BW2396'STATION MARK IS CROSS CHISELED IN TOP OF STONE POST FLUSH WITH
 BW2396'SURFACE OF GROUND AND COVERED WITH TURF.
 BW2396'
 BW2396'STATION JOSEPH IS 53.51 METERS (175.6 FEET) FROM STATION
 BW2396'N 50 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0661 ***********************************************************************
 AV0661  DESIGNATION -  SOUTH MERIDIAN USGS 1933
 AV0661  PID         -  AV0661
 AV0661  STATE/COUNTY-  LA/VERMILION
 AV0661  USGS QUAD   -  PECAN ISLAND (1979)
 AV0661
 AV0661                         *CURRENT SURVEY CONTROL
 AV0661  ___________________________________________________________________
 AV0661* NAD 83(1992)-  29 42 21.62956(N)    092 24 03.63068(W)     ADJUSTED  
 AV0661* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0661  **This station is located in a subsidence area (see below).
 AV0661  ___________________________________________________________________
 AV0661  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AV0661  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AV0661
 AV0661  HORZ ORDER  -  THIRD
 AV0661
 AV0661.The horizontal coordinates were established by classical geodetic methods
 AV0661.and adjusted by the National Geodetic Survey in January 1993..
 AV0661
 AV0661 ** The orthometric height has not been validated since last determined
 AV0661 ** by differential leveling and should not be used for control purposes.
 AV0661 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0661 ** area with valid NAVD 88 orthometric heights.
 AV0661 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0661 ** epoch indicated which incorporates improved geoid heights for the
 AV0661 ** Southern Louisiana Subsidence area.
 AV0661 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0661.The orthometric height was scaled from a topographic map.
 AV0661
 AV0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0661
 AV0661.The geoid height was determined by GEOID03.
 AV0661
 AV0661;                    North         East     Units Scale Factor Converg.
 AV0661;SPC LA S     -   134,161.007   896,689.512   MT  0.99993890   -0 32 01.9
 AV0661;SPC LA S     -   440,159.90  2,941,888.84   sFT  0.99993890   -0 32 01.9
 AV0661;UTM  15      - 3,286,359.498   557,941.406   MT  0.99964142   +0 17 48.6
 AV0661
 AV0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0661!SPC LA S     -   1.00000409  x   0.99993890  =   0.99994299
 AV0661!UTM  15      -   1.00000409  x   0.99964142  =   0.99964551
 AV0661
 AV0661:                Primary Azimuth Mark                     Grid Az
 AV0661:SPC LA S     -  WHITE LAKE LIGHT EAST                    016 57 19.9
 AV0661:UTM  15      -  WHITE LAKE LIGHT EAST                    016 07 29.4
 AV0661
 AV0661|---------------------------------------------------------------------|
 AV0661| PID    Reference Object                     Distance      Geod. Az  |
 AV0661|                                                           dddmmss.s |
 AV0661| AV0662 WHITE LAKE LIGHT EAST               APPROX. 3.5 KM 0162518.0 |
 AV0661| AV0730 BEAR USGS 1932                      APPROX.15.3 KM 2733419.1 |
 AV0661|---------------------------------------------------------------------|
 AV0661
 AV0661                          SUPERSEDED SURVEY CONTROL
 AV0661
 AV0661  NAD 83(1986)-  29 42 21.64939(N)    092 24 03.61946(W) AD(       ) 3
 AV0661  NAD 27      -  29 42 20.87600(N)    092 24 03.13800(W) AD(       ) 3
 AV0661
 AV0661.Superseded values are not recommended for survey control.
 AV0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0661.See file dsdata.txt to determine how the superseded data were derived.
 AV0661
 AV0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5794186359(NAD 83)
 AV0661_MARKER: Z = SEE DESCRIPTION
 AV0661_SETTING: 0 = UNSPECIFIED SETTING
 AV0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0661
 AV0661  HISTORY     - Date     Condition        Report By
 AV0661  HISTORY     - 1932     MONUMENTED       CGS
 AV0661  HISTORY     - 1948     MARK NOT FOUND   CGS
 AV0661  HISTORY     - 1951     MARK NOT FOUND   CGS
 AV0661
 AV0661                          STATION DESCRIPTION
 AV0661
 AV0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JML)
 AV0661'ON SE SHORE OF WHITE LAKE, IN SEC. 30, T 15 S, R 1 E, ON
 AV0661'UPPER THIRD OF SMALL GRASSY RIDGE 70 FEET E OF SHORE LINE,
 AV0661'CONCRETE POST WITH STANDARD TABLET STAMPED SOUTH MERIDIAN
 AV0661'1932.
 AV0661'
 AV0661'INSTRUMENT AND SIGNAL OVER STATION MARK.  INSTRUMENT ELEVATED
 AV0661'35 FEET.
 AV0661
 AV0661                          STATION RECOVERY (1948)
 AV0661
 AV0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0661'THE STATION WAS THOROUGHLY SEARCHED FOR BUT COULD NOT BE
 AV0661'FOUND.  NOT RECOVERED.  IT IS BELIEVED THAT RECEDING SHORELINE
 AV0661'HAS DESTROYED THE STATION.
 AV0661
 AV0661                          STATION RECOVERY (1951)
 AV0661
 AV0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AV0661'STATION BELIEVED LOST.  GEOGRAPHIC POSITION FALLS APPROXIMATELY
 AV0661'10 M. OFFSHORE.  A THOROUGH SEARCH OF THE AREA FAILED TO
 AV0661'DISCLOSE ANY SIGNS OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0874 ***********************************************************************
 AV0874  DESIGNATION -  SOUTH OIL DERRICK
 AV0874  PID         -  AV0874
 AV0874  STATE/COUNTY-  LA/CAMERON
 AV0874  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0874
 AV0874                         *CURRENT SURVEY CONTROL
 AV0874  ___________________________________________________________________
 AV0874* NAD 83(1992)-  29 49 31.24725(N)    093 38 03.60585(W)     ADJUSTED  
 AV0874* NAVD 88     -                                                        
 AV0874  **This station is located in a subsidence area (see below).
 AV0874  ___________________________________________________________________
 AV0874  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AV0874  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AV0874
 AV0874  HORZ ORDER  -  THIRD
 AV0874
 AV0874.The horizontal coordinates were established by classical geodetic methods
 AV0874.and adjusted by the National Geodetic Survey in January 1993..
 AV0874
 AV0874 ** The orthometric height has not been validated since last determined
 AV0874 ** by differential leveling and should not be used for control purposes.
 AV0874 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0874 ** area with valid NAVD 88 orthometric heights.
 AV0874 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0874 ** epoch indicated which incorporates improved geoid heights for the
 AV0874 ** Southern Louisiana Subsidence area.
 AV0874 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0874
 AV0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0874
 AV0874.The geoid height was determined by GEOID03.
 AV0874
 AV0874;                    North         East     Units Scale Factor Converg.
 AV0874;SPC LA S     -   149,140.059   777,627.602   MT  0.99993041   -1 09 01.9
 AV0874;SPC LA S     -   489,303.68  2,551,266.56   sFT  0.99993041   -1 09 01.9
 AV0874;UTM  15      - 3,299,601.322   438,712.377   MT  0.99964634   -0 18 55.8
 AV0874
 AV0874                          SUPERSEDED SURVEY CONTROL
 AV0874
 AV0874  NAD 83(1986)-  29 49 31.26871(N)    093 38 03.59115(W) AD(       ) 4
 AV0874  NAD 27      -  29 49 30.46700(N)    093 38 03.02300(W) AD(       ) 3
 AV0874
 AV0874.Superseded values are not recommended for survey control.
 AV0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0874.See file dsdata.txt to determine how the superseded data were derived.
 AV0874
 AV0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN3871299601(NAD 83)
 AV0874_MARKER: 67 = OIL DERRICK
 AV0874
 AV0874  HISTORY     - Date     Condition        Report By
 AV0874  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0874
 AV0874                          STATION DESCRIPTION
 AV0874
 AV0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0874'OIL DERRICK EAST--THE MOST EASTERLY OF A GROUP OF THREE STEEL OIL
 AV0874'DERRICKS, WELL IN LINE BUT SOME DISTANCE APART, LOCATED E OF THE
 AV0874'VILLAGE OF JOHNSON BAYOU.
 AV0874'
 AV0874'OIL DERRICK WEST--THE MOST WESTERLY OF A GROUP OF THREE
 AV0874'STEEL OIL DERRICKS, WELL IN LINE BUT SOME DISTANCE APART,
 AV0874'LOCATED E OF THE VILLAGE OF JOHNSON BAYOU.
 AV0874'
 AV0874'OIL DERRICK MIDDLE--THE CENTER OF A GROUP OF THREE STEEL
 AV0874'OIL DERRICKS, WELL IN LINE BUT SOME DISTANCE APART, LOCATED
 AV0874'E OF THE VILLAGE OF JOHNSON BAYOU.
 AV0874'
 AV0874'NOTE--NONE OF THE STATIONS WERE VISITED.
 AV0874'
 AV0874'OFFICE NOTE--EAST AND WEST OIL DERRICKS ALSO DESIGNATED
 AV0874'AS NORTH AND SOUTH OIL DERRICKS.
 AV0874'
 AV0874'(MIDDLE OIL DERRICK REPORTED DESTROYED IN 1957)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1035 ***********************************************************************
 AT1035  DESIGNATION -  SOUTH PASS L REAR 2 1936
 AT1035  PID         -  AT1035
 AT1035  STATE/COUNTY-  LA/PLAQUEMINES
 AT1035  USGS QUAD   -  SOUTH PASS (1971)
 AT1035
 AT1035                         *CURRENT SURVEY CONTROL
 AT1035  ___________________________________________________________________
 AT1035* NAD 83(1992)-  29 00 54.94678(N)    089 10 00.61582(W)     ADJUSTED  
 AT1035* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT1035  ___________________________________________________________________
 AT1035  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AT1035  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT1035
 AT1035  HORZ ORDER  -  SECOND
 AT1035
 AT1035.The horizontal coordinates were established by classical geodetic methods
 AT1035.and adjusted by the National Geodetic Survey in January 1993..
 AT1035
 AT1035.The orthometric height was scaled from a topographic map.
 AT1035
 AT1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1035
 AT1035.The geoid height was determined by GEOID03.
 AT1035
 AT1035;                    North         East     Units Scale Factor Converg.
 AT1035;SPC LA S     -    59,112.190 1,211,072.666   MT  1.00007246   +1 04 59.8
 AT1035;SPC LA S     -   193,937.24  3,973,327.57   sFT  1.00007246   +1 04 59.8
 AT1035;UTM  16      - 3,211,612.882   288,954.333   MT  1.00014966   -1 03 05.0
 AT1035
 AT1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1035!SPC LA S     -   1.00000359  x   1.00007246  =   1.00007606
 AT1035!UTM  16      -   1.00000359  x   1.00014966  =   1.00015326
 AT1035
 AT1035:                Primary Azimuth Mark                     Grid Az
 AT1035:SPC LA S     -  OIL DERRICK E OF S PASS                  000 14 48.8
 AT1035:UTM  16      -  OIL DERRICK E OF S PASS                  002 22 53.6
 AT1035
 AT1035|---------------------------------------------------------------------|
 AT1035| PID    Reference Object                     Distance      Geod. Az  |
 AT1035|                                                           dddmmss.s |
 AT1035| AT1034 OIL DERRICK E OF S PASS             APPROX. 9.3 KM 0011948.6 |
 AT1035| AT0817 SOUTHWEST PASS LH 2 1936            APPROX.22.5 KM 2574049.7 |
 AT1035| AT1052 SW PASS LIGHT 7                     APPROX.17.1 KM 2720948.2 |
 AT1035| AT1053 DOUBLE BAYOU LIGHT 9                APPROX.15.3 KM 2832627.4 |
 AT1035| AT1054 SCOTTS CANAL LIGHT 13               APPROX.14.0 KM 3034943.2 |
 AT1035| AT1055 SW PASS LIGHT 8                     APPROX.13.6 KM 3051248.2 |
 AT1035|---------------------------------------------------------------------|
 AT1035
 AT1035                          SUPERSEDED SURVEY CONTROL
 AT1035
 AT1035  NAD 83(1986)-  29 00 54.94970(N)    089 10 00.62980(W) AD(       ) 2
 AT1035  NAD 27      -  29 00 54.05900(N)    089 10 00.45400(W) AD(       ) 2
 AT1035
 AT1035.Superseded values are not recommended for survey control.
 AT1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1035.See file dsdata.txt to determine how the superseded data were derived.
 AT1035
 AT1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8895411613(NAD 83)
 AT1035_MARKER: DS = TRIANGULATION STATION DISK
 AT1035_SETTING: 0 = UNSPECIFIED SETTING
 AT1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1035
 AT1035  HISTORY     - Date     Condition        Report By
 AT1035  HISTORY     - 1955     MONUMENTED       CGS
 AT1035
 AT1035                          STATION DESCRIPTION
 AT1035
 AT1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1035'THE STATION IS LOCATED ON THE WEST BANK OF THE SOUTH PASS OF THE
 AT1035'MISSISSIPPI RIVER, ON THE SOUTH PASS LIGHT REAR, ACROSS THE RIVER
 AT1035'FROM THE U.S. ENGINEER TOWN OF PORT EADS, ABOUT 2.2 MILES NORTH OF
 AT1035'THE ENTRANCE TO SOUTH PASS.  THE LIGHT IS A WHITE PYRAMIDAL
 AT1035'SKELETON TOWER, ENCLOSING THE STAIR CYLINDER AND CYLINDRICAL
 AT1035'DWELLING AND IS ABOUT 108 FEET HIGH.
 AT1035'
 AT1035'THE STATION MARK, ON THE NORTH SIDE OF THE LIGHT, IS CEMENTED IN THE
 AT1035'CENTER OF AN IRON DISK AT THE TOP OF A 42 INCH HIGH IRON PEDISTAL
 AT1035'WHICH IS BOLTED TO THE BOTTOM OF THE IRON RAILING WHICH SURROUNDS
 AT1035'THE PLATFORM JUST BELOW THE LIGHT.  A STANDARD DISK STAMPED SOUTH
 AT1035'PASS LIGHT REAR 2 1955.  IN EVENT THE DISK SHOULD BE REMOVED, THE
 AT1035'HOLE IN THE CENTER OF THE IRON PLATE WILL SERVE AS THE STATION.
 AT1035'
 AT1035'REFERENCE MARK NO. 1, EAST OF THE STATION, IS CEMENTED TO THE RIM AT
 AT1035'THE BOTTOM OF THE RAILING AROUND THE PLATFORM.  A STANDARD DISK
 AT1035'STAMPED SOUTH PASS LIGHT REAR 2 NO 1 1955.
 AT1035'
 AT1035'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, IS CEMENTED TO THE
 AT1035'R AT THE BOTTOM OF THE RAILING AROUND THE PLATFORM.  A STANDARD DISK
 AT1035'STAMPED SOUTH PASS LIGHT REAR 2 NO 2 1955.
 AT1035'
 AT1035'THE FREEPORT SULPHUR GARDEN IS. TANK WILL SERVE AS AZIMUTH.
 AT1035'
 AT1035'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1032 ***********************************************************************
 AT1032  DESIGNATION -  SOUTH PASS LIGHT REAR 1904
 AT1032  PID         -  AT1032
 AT1032  STATE/COUNTY-  LA/PLAQUEMINES
 AT1032  USGS QUAD   -  SOUTH PASS (1971)
 AT1032
 AT1032                         *CURRENT SURVEY CONTROL
 AT1032  ___________________________________________________________________
 AT1032* NAD 83(1992)-  29 00 53.45490(N)    089 10 00.25281(W)     ADJUSTED  
 AT1032* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1032  ___________________________________________________________________
 AT1032  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AT1032  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT1032
 AT1032  HORZ ORDER  -  SECOND
 AT1032
 AT1032.The horizontal coordinates were established by classical geodetic methods
 AT1032.and adjusted by the National Geodetic Survey in January 1993..
 AT1032
 AT1032.The orthometric height was scaled from a topographic map.
 AT1032
 AT1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1032
 AT1032.The geoid height was determined by GEOID03.
 AT1032
 AT1032;                    North         East     Units Scale Factor Converg.
 AT1032;SPC LA S     -    59,066.449 1,211,083.357   MT  1.00007258   +1 04 60.0
 AT1032;SPC LA S     -   193,787.17  3,973,362.65   sFT  1.00007258   +1 04 60.0
 AT1032;UTM  16      - 3,211,566.771   288,963.314   MT  1.00014962   -1 03 04.8
 AT1032
 AT1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1032!SPC LA S     -   1.00000375  x   1.00007258  =   1.00007633
 AT1032!UTM  16      -   1.00000375  x   1.00014962  =   1.00015337
 AT1032
 AT1032:                Primary Azimuth Mark                     Grid Az
 AT1032:SPC LA S     -  SOUTHWEST PASS LH 1904                   256 40 10.9
 AT1032:UTM  16      -  SOUTHWEST PASS LH 1904                   258 48 15.7
 AT1032
 AT1032|---------------------------------------------------------------------|
 AT1032| PID    Reference Object                     Distance      Geod. Az  |
 AT1032|                                                           dddmmss.s |
 AT1032| AT0819 SOUTHWEST PASS LH 1904              APPROX.22.5 KM 2574510.9 |
 AT1032| AT0807 JACKSONS HOUSE SOUTH GABLE          APPROX.19.5 KM 2630914.4 |
 AT1032| AT1047 ARMSTRONGS HOUSE SOUTH GABLE        APPROX.17.7 KM 2693349.3 |
 AT1032|---------------------------------------------------------------------|
 AT1032
 AT1032                          SUPERSEDED SURVEY CONTROL
 AT1032
 AT1032  NAD 83(1986)-  29 00 53.45870(N)    089 10 00.26701(W) AD(       ) 2
 AT1032  NAD 27      -  29 00 54.01700(N)    089 10 00.57800(W) AD(       ) 2
 AT1032
 AT1032.Superseded values are not recommended for survey control.
 AT1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1032.See file dsdata.txt to determine how the superseded data were derived.
 AT1032
 AT1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8896311567(NAD 83)
 AT1032_MARKER: 13 = LIGHTHOUSE
 AT1032
 AT1032  HISTORY     - Date     Condition        Report By
 AT1032  HISTORY     - 1904     FIRST OBSERVED   CGS
 AT1032  HISTORY     - 1935     GOOD             CGS
 AT1032  HISTORY     - 1936     GOOD             CGS
 AT1032  HISTORY     - 1955     GOOD             CGS
 AT1032  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AT1032
 AT1032                          STATION DESCRIPTION
 AT1032
 AT1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AT1032'ON THE WESTERN SHORE OF THE MISSISSIPPI RIVER AT SOUTH PASS DIRECTLY
 AT1032'OPPOSITE PORT
 AT1032'EADS.  THE LIGHTHOUSE IS A PROMINENT WHITE IRON TUBE
 AT1032'AND LATTICE STRUCTURE SURMOUNTED
 AT1032'BY A BLACK IRON AND GLASS CONICAL
 AT1032'TOPPED CUPOLA.  THE LIGHT IS 108 FEET ABOVE
 AT1032'HIGH-WATER.
 AT1032'
 AT1032'THE CENTER IS MARKED BY THE CUPOLAS BALL APEX.
 AT1032
 AT1032                          STATION RECOVERY (1936)
 AT1032
 AT1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1032'STATION IS ON MARSHY LAND ON THE SW SIDE OF SOUTH PASS AT THE
 AT1032'LIGHTHOUSE SERVICE
 AT1032'DEPOT OPPOSITE THE U.S.  ENGINEER TOWN OF PORT
 AT1032'EADS ABOUT 2.2 MILES ABOVE THE
 AT1032'ENTRANCE TO SOUTH PASS.  IT IS A WHITE
 AT1032'PYRAMIDAL SKELETON TOWER, ENCLOSING STAIR
 AT1032'CYLINDER AND CYLINDRICAL
 AT1032'DWELLING AND IS ABOUT 108 FEET HIGH.  THE STRUCTURE APPEARS
 AT1032'TO BE IN GOOD
 AT1032'CONDITION.  THE UPPER IRON PLATFORM JUST BELOW THE LENSES WAS
 AT1032'OCCUPIED ECCENTRICALLY.
 AT1032
 AT1032                          STATION RECOVERY (1955)
 AT1032
 AT1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1032'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AT1032'
 AT1032'A NEW STATION, SOUTH PASS LIGHT REAR 2 WAS ESTABLISHED AT THE NORTH
 AT1032'EDGE OF THE
 AT1032'CIRCULAR PLATFORM JUST BELOW THE LIGHT.
 AT1032
 AT1032                          STATION RECOVERY (1959)
 AT1032
 AT1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1032'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1033 ***********************************************************************
 AT1033  DESIGNATION -  SOUTH PASS LIGHT REAR 2 RESET
 AT1033  PID         -  AT1033
 AT1033  STATE/COUNTY-  LA/PLAQUEMINES
 AT1033  USGS QUAD   -  SOUTH PASS (1971)
 AT1033
 AT1033                         *CURRENT SURVEY CONTROL
 AT1033  ___________________________________________________________________
 AT1033* NAD 83(1992)-  29 00 54.95411(N)    089 10 00.67906(W)     ADJUSTED  
 AT1033* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1033  ___________________________________________________________________
 AT1033  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AT1033  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AT1033
 AT1033  HORZ ORDER  -  SECOND
 AT1033
 AT1033.The horizontal coordinates were established by classical geodetic methods
 AT1033.and adjusted by the National Geodetic Survey in January 1993..
 AT1033
 AT1033.The orthometric height was scaled from a topographic map.
 AT1033
 AT1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1033
 AT1033.The geoid height was determined by GEOID03.
 AT1033
 AT1033;                    North         East     Units Scale Factor Converg.
 AT1033;SPC LA S     -    59,112.383 1,211,070.950   MT  1.00007246   +1 04 59.8
 AT1033;SPC LA S     -   193,937.88  3,973,321.94   sFT  1.00007246   +1 04 59.8
 AT1033;UTM  16      - 3,211,613.139   288,952.626   MT  1.00014967   -1 03 05.1
 AT1033
 AT1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1033!SPC LA S     -   1.00000375  x   1.00007246  =   1.00007621
 AT1033!UTM  16      -   1.00000375  x   1.00014967  =   1.00015342
 AT1033
 AT1033|---------------------------------------------------------------------|
 AT1033| PID    Reference Object                     Distance      Geod. Az  |
 AT1033|                                                           dddmmss.s |
 AT1033| DD8029 SOUTH PASS LIGHT REAR 2 RM 1          3.283 METERS 11020     |
 AT1033| DD8030 SOUTH PASS LIGHT REAR 2 RM 3          3.262 METERS 20822     |
 AT1033| DD8096 SOUTH PASS LIGHT REAR 2 RM 2          3.306 METERS 20939     |
 AT1033| AT0817 SOUTHWEST PASS LH 2 1936            APPROX.22.5 KM 2574044.2 |
 AT1033|---------------------------------------------------------------------|
 AT1033
 AT1033                          SUPERSEDED SURVEY CONTROL
 AT1033
 AT1033  NAD 83(1986)-  29 00 54.95736(N)    089 10 00.69295(W) AD(       ) 2
 AT1033  NAD 27      -  29 00 54.13400(N)    089 10 00.51400(W) AD(       ) 2
 AT1033
 AT1033.Superseded values are not recommended for survey control.
 AT1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1033.See file dsdata.txt to determine how the superseded data were derived.
 AT1033
 AT1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8895311613(NAD 83)
 AT1033_MARKER: DS = TRIANGULATION STATION DISK
 AT1033_SETTING: 0 = UNSPECIFIED SETTING
 AT1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1033
 AT1033  HISTORY     - Date     Condition        Report By
 AT1033  HISTORY     - 1955     MONUMENTED       CGS
 AT1033  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AT1033  HISTORY     - 1965     GOOD             CGS
 AT1033  HISTORY     - 1970     GOOD             NGS
 AT1033
 AT1033                          STATION DESCRIPTION
 AT1033
 AT1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1033'THE STATION IS LOCATED ON THE WEST BANK OF THE SOUTH PASS OF THE
 AT1033'MISSISSIPPI RIVER,
 AT1033'ON THE SOUTH PASS LIGHT REAR, ACROSS THE RIVER
 AT1033'FROM THE U.S.ENGINEER TOWN OF PORT
 AT1033'EADS, ABOUT 2.2 MILES NORTH OF THE
 AT1033'ENTRANCE TO SOUTH PASS.  THE LIGHT IS A WHITE
 AT1033'PYRAMIDAL SKELETON
 AT1033'TOWER, ENCLOSING THE STAIR CYLINDER AND CYLINDRICAL DWELLING AND
 AT1033'IS ABOUT 108
 AT1033'FEET HIGH.
 AT1033'
 AT1033'THE STATION MARK, ON THE NORTH SIDE OF THE LIGHT, IS CEMENTED IN THE
 AT1033'CENTER OF AN IRON
 AT1033'DISK AT THE TOP OF A 42 INCH HIGH IRON PEDISTAL
 AT1033'WHICH IS BOLTAD TO THE BOTTOM OF THE
 AT1033'IRON RAILING WHICH SURROUNDS THE
 AT1033'PLATFORM JUST BELOW THE LIGHT.  A STANDARD DISK STAMPED
 AT1033'SOUTH PASS
 AT1033'LIGHT REAR 2 1955.  IN EVENT THE DISK SHOULD BE REMOVED, THE HOLE IN
 AT1033'THE CENTER OF THE
 AT1033'IRON PLATE WILL SERVE AS THE STATION.
 AT1033'
 AT1033'REFERENCE MARK NO. 1, EAST OF THE STATION, IS CEMENTED TO THE RIM AT
 AT1033'THE BOTTOM OF THE
 AT1033'RAILING AROUND THE PLATFORM.  A STANDARD DISK
 AT1033'STAMPED SOUTH PASS LIGHT REAR 2 NO 1
 AT1033'1955.
 AT1033'
 AT1033'REFERENCE MARK NO.2, SOUTHWEST OF THE STATION, IS CEMENTED TO THE RIM
 AT1033'AT THE BOTTOM OF
 AT1033'THE RAILING AROUND THE PLATFORM.  A STANDARD DISK
 AT1033'STAMPED SOUTH PASS LIGHT REAR 2 NO
 AT1033'2 1955.
 AT1033'
 AT1033'THE FREEPORT SULPHUR GARDEN IS. TANK WILL SERVE AS AZIMUTH.
 AT1033
 AT1033                          STATION RECOVERY (1963)
 AT1033
 AT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT1033'STATION AND REFERENCE MARK NUMBER 1 WERE RECOVERED AS DESCRIBED
 AT1033'EXCEPT THE STATION
 AT1033'MARK DISK ON TOP OF THE PEDESTAL HAD BEEN KNOCKED
 AT1033'OFF.  THE POINT WAS HELD, AND THE
 AT1033'HOLE IN WHICH THE DISK HAD BEEN
 AT1033'PLACED WAS USED AS THE CENTER POINT.  A DESCRIPTION
 AT1033'OF THE STATION
 AT1033'AND REFERENCE MARK NUMBER 3 FOLLOWS.  REFERENCE MARK NUMBER 2 HAS
 AT1033'BEEN DESTROYED.
 AT1033'
 AT1033'STATION MARK IS A 3/8 INCH HOLE IN TOP OF A STEEL PLATE ATTACHED TO A
 AT1033'42 INCH LONG, 4
 AT1033'INCH PIPE PEDESTAL.  SOUTH PASS LIGHT REAR 2
 AT1033'1955-1963 IS STAMPED ON THE STEEL
 AT1033'PLATE AROUND THE CENTER HOLE.  IT
 AT1033'IS 2.2 FEET NORTH OF THE INSIDE EDGE OF CATWALK AND
 AT1033'LIGHTHOUSE WALL.
 AT1033'
 AT1033'REFERENCE MARK NUMBER 3 IS A DRILL HOLE SURROUNDED BY THREE DRILL
 AT1033'HOLES IN THE SHAPE
 AT1033'OF A TRIANGLE WITH A CHISELED ARROW POINTING TOWARD
 AT1033'STATION AND STAMPED RM 3.  IT
 AT1033'IS SET ON THE FLOOR OF THE CATWALK, 2.1
 AT1033'NARROW CATWALK ABOVE MAIN CATWALK.
 AT1033'
 AT1033'HEIGHT OF LIGHT ABOVE STATION MARK 0.2 METERS.
 AT1033
 AT1033                          STATION RECOVERY (1965)
 AT1033
 AT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1033'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AT1033'GOOD CONDITION. THE 1955 DESCRIPTION IS ADAQUATE.
 AT1033
 AT1033                          STATION RECOVERY (1970)
 AT1033
 AT1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3117 ***********************************************************************
 AU3117  DESIGNATION -  SOUTH VACHERIE WATER TANK
 AU3117  PID         -  AU3117
 AU3117  STATE/COUNTY-  LA/ST JAMES
 AU3117  USGS QUAD   -  LOWER VACHERIE (1980)
 AU3117
 AU3117                         *CURRENT SURVEY CONTROL
 AU3117  ___________________________________________________________________
 AU3117* NAD 83(1992)-  29 56 20.09622(N)    090 40 51.21920(W)     ADJUSTED  
 AU3117* NAVD 88     -                                                        
 AU3117  **This station is located in a subsidence area (see below).
 AU3117  ___________________________________________________________________
 AU3117  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AU3117  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AU3117
 AU3117  HORZ ORDER  -  THIRD
 AU3117
 AU3117.The horizontal coordinates were established by classical geodetic methods
 AU3117.and adjusted by the National Geodetic Survey in January 1993..
 AU3117
 AU3117 ** The orthometric height has not been validated since last determined
 AU3117 ** by differential leveling and should not be used for control purposes.
 AU3117 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3117 ** area with valid NAVD 88 orthometric heights.
 AU3117 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3117 ** epoch indicated which incorporates improved geoid heights for the
 AU3117 ** Southern Louisiana Subsidence area.
 AU3117 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3117
 AU3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3117
 AU3117.The geoid height was determined by GEOID03.
 AU3117
 AU3117;                    North         East     Units Scale Factor Converg.
 AU3117;SPC LA S     -   159,674.903 1,062,984.959   MT  0.99992633   +0 19 34.4
 AU3117;SPC LA S     -   523,866.74  3,487,476.49   sFT  0.99992633   +0 19 34.4
 AU3117;UTM  15      - 3,314,278.376   723,840.140   MT  1.00021822   +1 09 28.4
 AU3117
 AU3117                          SUPERSEDED SURVEY CONTROL
 AU3117
 AU3117  NAD 83(1986)-  29 56 20.11430(N)    090 40 51.22072(W) AD(       ) 4
 AU3117  NAD 27      -  29 56 19.37791(N)    090 40 50.89864(W) AD(       ) 3
 AU3117
 AU3117.Superseded values are not recommended for survey control.
 AU3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3117.See file dsdata.txt to determine how the superseded data were derived.
 AU3117
 AU3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2384014278(NAD 83)
 AU3117_MARKER: 53 = ELEVATED TANK
 AU3117
 AU3117  HISTORY     - Date     Condition        Report By
 AU3117  HISTORY     - 1973     FIRST OBSERVED   NGS
 AU3117
 AU3117                          STATION DESCRIPTION
 AU3117
 AU3117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3117'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SOUTH VACHERIE, ST.
 AU3117'JAMES PARISH UTILITIES, WATER TANK THAT IS LOCATED NEAR THE JUNCTION
 AU3117'OF STATE HIGHWAYS 643 AND 644 IN SOUTH VACHERIE.  IT IS SPHERICAL
 AU3117'IN SHAPE, SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS PAINTED
 AU3117'ALUMINUM IN COLOR WITH SOUTH VACHERIE IN BLACK LETTERING.  THE
 AU3117'OVERALL HEIGHT IS 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2472 ***********************************************************************
 AU2472  DESIGNATION -  SOUTH WEST REEF LH 1890
 AU2472  PID         -  AU2472
 AU2472  STATE/COUNTY-  LA/ST MARY
 AU2472  USGS QUAD   -  
 AU2472
 AU2472                         *CURRENT SURVEY CONTROL
 AU2472  ___________________________________________________________________
 AU2472* NAD 83(1992)-  29 23 31.79437(N)    091 30 14.99117(W)     ADJUSTED  
 AU2472* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2472  ___________________________________________________________________
 AU2472  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AU2472  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AU2472
 AU2472  HORZ ORDER  -  SECOND
 AU2472
 AU2472.The horizontal coordinates were established by classical geodetic methods
 AU2472.and adjusted by the National Geodetic Survey in January 1993..
 AU2472
 AU2472.The orthometric height was scaled from a topographic map.
 AU2472
 AU2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2472
 AU2472.The geoid height was determined by GEOID03.
 AU2472
 AU2472;                    North         East     Units Scale Factor Converg.
 AU2472;SPC LA S     -    98,905.633   983,417.953   MT  0.99998177   -0 05 07.5
 AU2472;SPC LA S     -   324,492.90  3,226,430.40   sFT  0.99998177   -0 05 07.5
 AU2472;UTM  15      - 3,252,365.459   645,149.576   MT  0.99985997   +0 44 03.3
 AU2472
 AU2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2472!SPC LA S     -   1.00000392  x   0.99998177  =   0.99998569
 AU2472!UTM  15      -   1.00000392  x   0.99985997  =   0.99986389
 AU2472
 AU2472:                Primary Azimuth Mark                     Grid Az
 AU2472:SPC LA S     -  BELLE ISLE LARGEST TK BATTERY            042 52 43.9
 AU2472:UTM  15      -  BELLE ISLE LARGEST TK BATTERY            042 03 33.1
 AU2472
 AU2472|---------------------------------------------------------------------|
 AU2472| PID    Reference Object                     Distance      Geod. Az  |
 AU2472|                                                           dddmmss.s |
 AU2472| AU2471 BELLE ISLE LARGEST TK BATTERY       APPROX. 8.5 KM 0424736.4 |
 AU2472| AU2451 ATCHAFALAYA BAY CHANNEL LT 88       APPROX.19.1 KM 0725950.8 |
 AU2472| AU2445 ATCHAFALAYA BAY CHANNEL LT 67       APPROX.14.7 KM 0833246.6 |
 AU2472| AU2462 EUGENE ISLAND LIGHT                 APPROX.11.9 KM 1003351.8 |
 AU2472| AU2496 UNITED GAS PIPELINE CO LIGHT A      APPROX. 6.7 KM 2073203.8 |
 AU2472| AU2498 UNITED GAS PIPELINE CO LIGHT B      APPROX. 4.4 KM 2211833.8 |
 AU2472| AU2482 UNITED GAS PIPELINE CO LIGHT C      APPROX. 2.7 KM 2604919.7 |
 AU2472| AU2486 UNITED GAS PIPELINE CO LIGHT D      APPROX. 3.6 KM 3181925.4 |
 AU2472| AU2479 UNITED GAS PIPELINE CO LIGHT E      APPROX. 6.1 KM 3395102.3 |
 AU2472| AU2480 UNITED GAS PIPELINE CO LIGHT F      APPROX. 9.1 KM 3480807.8 |
 AU2472| AU2558 UNITED GAS PIPELINE CO LIGHT G      APPROX.12.1 KM 3522313.6 |
 AU2472|---------------------------------------------------------------------|
 AU2472
 AU2472                          SUPERSEDED SURVEY CONTROL
 AU2472
 AU2472  NAD 83(1986)-  29 23 31.81977(N)    091 30 14.98849(W) AD(       ) 2
 AU2472  NAD 27      -  29 23 31.02300(N)    091 30 14.58100(W) AD(       ) 2
 AU2472
 AU2472.Superseded values are not recommended for survey control.
 AU2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2472.See file dsdata.txt to determine how the superseded data were derived.
 AU2472
 AU2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4515052365(NAD 83)
 AU2472_MARKER: X = CHISELED CROSS
 AU2472_SETTING: 0 = UNSPECIFIED SETTING
 AU2472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2472
 AU2472  HISTORY     - Date     Condition        Report By
 AU2472  HISTORY     - 1890     MONUMENTED       CGS
 AU2472  HISTORY     - 1948     GOOD             CGS
 AU2472  HISTORY     - 1955     GOOD             CGS
 AU2472  HISTORY     - 1960     GOOD             CGS
 AU2472
 AU2472                          STATION DESCRIPTION
 AU2472
 AU2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (CHB)
 AU2472'STATION IS ON THE REEF MAKING THE S SIDE OF THE ATCHAFALAYA
 AU2472'BAY, ABOUT 18 MILES WSW FROM THE MOUTH OF THE ATCHAFALAYA
 AU2472'RIVER AND ABOUT 1 MILE WESTWARD FROM THE MORGAN CHANNEL
 AU2472'ENTRANCE TO THE GULF, ON AN OLD ABANDONED IRON SCREW PILE
 AU2472'LIGHTHOUSE STRUCTURE.
 AU2472'
 AU2472'THE STATION IS MARKED BY A CROSS CUT IN THE STEEL PLATES
 AU2472'IN THE CENTER OF THE FOUNDATION FOR THE LANTERN, 52 FEET
 AU2472'ABOVE HIGH WATER.  THE LANTERN HAS BEEN REMOVED.
 AU2472
 AU2472                          STATION RECOVERY (1948)
 AU2472
 AU2472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2472'STATION RECOVERED.  THE LIGHTHOUSE IS NO LONGER ACTIVE, BUT
 AU2472'THE STRUCTURE IS IN FAIR CONDITION.
 AU2472'
 AU2472'DESCRIBED ON PAGE 802, 1947 LIGHT LIST, ATLANTIC AND GULF
 AU2472'COASTS, AS FOLLOWS--
 AU2472'
 AU2472'SOUTHWEST REEF DAYBEACON, AT ENTRANCE TO ATCHAFALAYA BAY,
 AU2472'IN 3 FEET OF WATER.  A BLACK SQUARE, PYRAMIDAL UNUSED LIGHTHOUSE
 AU2472'TOWER CONNECTED TO SQUARE HOUSE WITH PYRAMIDAL TOWER ON
 AU2472'ROOF.
 AU2472
 AU2472                          STATION RECOVERY (1955)
 AU2472
 AU2472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2472'THIS STATION WAS NOT VISITED BY THIS PARTY.  OUR 1955 POSITION
 AU2472'OF THE STATION COMPARES APPROXIMATELY WITH THE 1933 POSITION,
 AU2472'BUT WHEN COMPARING PREVIOUS DESCRIPTIONS OF THE STATION
 AU2472'IT APPEARS THAT A NEW STRUCTURE MAY HAVE BEEN ERECTED BETWEEN
 AU2472'1933 AND 1948.  IN 1933 THE CROSS CUT IN THE IRON FLOOR WAS
 AU2472'RECOVERED WHICH IS ASSUMED TO HAVE BEEN THERE SINCE 1890.
 AU2472'IN THE 1948 DESCRIPTION, THE STATION IS DESCRIBED FROM THE
 AU2472'1947 LIGHT LIST AND REFERRED TO AS SOUTHWEST REEF DAYBEACON
 AU2472'WHICH IS A BLACK SQUARE PYRAMIDAL UNUSED LIGHTHOUSE TOWER
 AU2472'CONNECTED TO A SQUARE HOUSE WITH A PYRAMIDAL TOWER ON THE
 AU2472'ROOF.  THIS IS APPARENTLY THE SAME STRUCTURE THAT IS NOW
 AU2472'STANDING BUT IS NOT BELIEVED TO BE THE ONE LOCATED IN
 AU2472'1890.
 AU2472'
 AU2472'THIS IS AN INTERSECTION STATION.
 AU2472
 AU2472                          STATION RECOVERY (1960)
 AU2472
 AU2472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2472'STATION RECOVERED IN GOOD CONDITION.  THE CROSS WAS OCCUPIED
 AU2472'IN A TRIANGULATION SCHEME AND CHECKED GOOD.
 AU2472'
 AU2472'THE 1933 DESCRIPTION IS GOOD EXCEPT THAT THE MORGAN CHANNEL
 AU2472'IS NO LONGER MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0800 ***********************************************************************
 AV0800  DESIGNATION -  SOUTH WINDMILL
 AV0800  PID         -  AV0800
 AV0800  STATE/COUNTY-  LA/CAMERON
 AV0800  USGS QUAD   -  SWEET LAKE (1982)
 AV0800
 AV0800                         *CURRENT SURVEY CONTROL
 AV0800  ___________________________________________________________________
 AV0800* NAD 83(1992)-  29 59 46.79179(N)    093 08 49.84628(W)     ADJUSTED  
 AV0800* NAVD 88     -                                                        
 AV0800  **This station is located in a subsidence area (see below).
 AV0800  ___________________________________________________________________
 AV0800  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AV0800  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AV0800
 AV0800  HORZ ORDER  -  THIRD
 AV0800
 AV0800.The horizontal coordinates were established by classical geodetic methods
 AV0800.and adjusted by the National Geodetic Survey in January 1993..
 AV0800
 AV0800 ** The orthometric height has not been validated since last determined
 AV0800 ** by differential leveling and should not be used for control purposes.
 AV0800 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0800 ** area with valid NAVD 88 orthometric heights.
 AV0800 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0800 ** epoch indicated which incorporates improved geoid heights for the
 AV0800 ** Southern Louisiana Subsidence area.
 AV0800 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0800
 AV0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0800
 AV0800.The geoid height was determined by GEOID03.
 AV0800
 AV0800;                    North         East     Units Scale Factor Converg.
 AV0800;SPC LA S     -   167,244.794   825,002.595   MT  0.99992575   -0 54 25.0
 AV0800;SPC LA S     -   548,702.29  2,706,696.01   sFT  0.99992575   -0 54 25.0
 AV0800;UTM  15      - 3,318,387.919   485,804.346   MT  0.99960249   -0 04 24.9
 AV0800
 AV0800                          SUPERSEDED SURVEY CONTROL
 AV0800
 AV0800  NAD 83(1986)-  29 59 46.81748(N)    093 08 49.83272(W) AD(       ) 4
 AV0800  NAD 27      -  29 59 46.06000(N)    093 08 49.27000(W) AD(       ) 3
 AV0800
 AV0800.Superseded values are not recommended for survey control.
 AV0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0800.See file dsdata.txt to determine how the superseded data were derived.
 AV0800
 AV0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8580418388(NAD 83)
 AV0800_MARKER: 66 = WINDMILL
 AV0800
 AV0800  HISTORY     - Date     Condition        Report By
 AV0800  HISTORY     - 1934     FIRST OBSERVED   CGS
 AV0800
 AV0800                          STATION DESCRIPTION
 AV0800
 AV0800'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1424 ***********************************************************************
 BW1424  DESIGNATION -  SOUTH WISNER BOLT
 BW1424  PID         -  BW1424
 BW1424  STATE/COUNTY-  LA/FRANKLIN
 BW1424  USGS QUAD   -  WISNER (1983)
 BW1424
 BW1424                         *CURRENT SURVEY CONTROL
 BW1424  ___________________________________________________________________
 BW1424* NAD 83(1986)-  31 57 33.     (N)    091 39 25.     (W)     SCALED    
 BW1424* NAVD 88     -        20.98   (+/-2cm)      68.8    (feet)  VERTCON   
 BW1424  ___________________________________________________________________
 BW1424  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1424
 BW1424  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1424
 BW1424.The horizontal coordinates were scaled from a topographic map and have
 BW1424.an estimated accuracy of +/- 6 seconds.
 BW1424
 BW1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1424.The vertical order pertains to the NGVD 29 superseded value.
 BW1424
 BW1424.The geoid height was determined by GEOID03.
 BW1424
 BW1424;                    North         East    Units  Estimated Accuracy
 BW1424;SPC LA N     -   162,100.    1,079,690.      MT  (+/- 180 meters Scaled)
 BW1424
 BW1424                          SUPERSEDED SURVEY CONTROL
 BW1424
 BW1424  NGVD 29 (??/??/92)   20.988  (m)           68.86   (f) ADJ UNCH    1 2
 BW1424
 BW1424.Superseded values are not recommended for survey control.
 BW1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1424.See file dsdata.txt to determine how the superseded data were derived.
 BW1424
 BW1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR269366(NAD 83)
 BW1424_MARKER: B = BOLT
 BW1424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1424_SP_SET: CONCRETE SLAB
 BW1424_STAMPING: SOUTH WISNER
 BW1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1424
 BW1424  HISTORY     - Date     Condition        Report By
 BW1424  HISTORY     - UNK      MONUMENTED       DOD
 BW1424  HISTORY     - 1966     GOOD             NGS
 BW1424
 BW1424                          STATION DESCRIPTION
 BW1424
 BW1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1424'1.5 MI S FROM WISNER.
 BW1424'1.5 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE MISSOURI PACIFIC
 BW1424'RAILROAD STATION AT WISNER, IN SECTION 4, T 11 N, R 8 E, 164 FEET WEST
 BW1424'OF THE CENTER LINE OF THE HIGHWAY, 76 FEET SOUTH OF THE SOUTHEAST
 BW1424'CORNER OF THE MT. PLEASENT BAPTIST CHURCH, 35 FEET SOUTH OF THE FIRST
 BW1424'POLE EAST OF A POWER POLE BEARING 2 TRANSFORMERS, 21 FEET NORTH OF A
 BW1424'FENCE, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BW1424'HIGHWAY, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET
 BW1424'BELOW THE GROUND ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE
 BW1424'BEARING A BRASS CAP WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1423 ***********************************************************************
 BW1423  DESIGNATION -  SOUTH WISNER CAP
 BW1423  PID         -  BW1423
 BW1423  STATE/COUNTY-  LA/FRANKLIN
 BW1423  USGS QUAD   -  WISNER (1983)
 BW1423
 BW1423                         *CURRENT SURVEY CONTROL
 BW1423  ___________________________________________________________________
 BW1423* NAD 83(1986)-  31 57 32.     (N)    091 39 25.     (W)     SCALED    
 BW1423* NAVD 88     -        22.22   (+/-2cm)      72.9    (feet)  VERTCON   
 BW1423  ___________________________________________________________________
 BW1423  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1423
 BW1423  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1423
 BW1423.The horizontal coordinates were scaled from a topographic map and have
 BW1423.an estimated accuracy of +/- 6 seconds.
 BW1423
 BW1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1423.The vertical order pertains to the NGVD 29 superseded value.
 BW1423
 BW1423.The geoid height was determined by GEOID03.
 BW1423
 BW1423;                    North         East    Units  Estimated Accuracy
 BW1423;SPC LA N     -   162,060.    1,079,690.      MT  (+/- 180 meters Scaled)
 BW1423
 BW1423                          SUPERSEDED SURVEY CONTROL
 BW1423
 BW1423  NGVD 29 (??/??/92)   22.230  (m)           72.93   (f) ADJ UNCH    1 2
 BW1423
 BW1423.Superseded values are not recommended for survey control.
 BW1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1423.See file dsdata.txt to determine how the superseded data were derived.
 BW1423
 BW1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR269366(NAD 83)
 BW1423_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1423_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1423_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1423_STAMPING: SOUTH WISNER
 BW1423_MARK LOGO: USE   
 BW1423_MAGNETIC: P = MARKER IS A STEEL PIPE
 BW1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1423+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 BW1423
 BW1423  HISTORY     - Date     Condition        Report By
 BW1423  HISTORY     - UNK      MONUMENTED       DOD
 BW1423  HISTORY     - 1966     GOOD             NGS
 BW1423  HISTORY     - 19971028 GOOD             LADTD
 BW1423
 BW1423                          STATION DESCRIPTION
 BW1423
 BW1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1423'1.5 MI S FROM WISNER.
 BW1423'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE MISSOURI PACIFIC
 BW1423'RAILROAD STATION AT WISNER, IN SECTION 4, T 11 N, R 8 E, 164 FEET WEST
 BW1423'OF THE CENTER LINE OF THE HIGHWAY, 76 FEET SOUTH OF THE SOUTHEAST
 BW1423'CORNER OF THE MT. PLEASENT BAPTIST CHURCH, 35 FEET SOUTH OF THE FIRST
 BW1423'POLE EAST OF A POWER POLE BEARING 2 TRANSFORMERS, 21 FEET NORTH OF A
 BW1423'FENCE, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BW1423'HIGHWAY, A 3-INCH IRON PIPE BEARING A BRASS CAP WHICH PROJECTS 6
 BW1423'INCHES ABOVE THE GROUND.
 BW1423
 BW1423                          STATION RECOVERY (1997)
 BW1423
 BW1423'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (SLC)
 BW1423'THE STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) SOUTH OF WISNER AND 9.2
 BW1423'MI (14.8 KM) NORTH OF SICILY ISLAND.  OWNERSHIP--MT PLEASENT BAPTIST
 BW1423'CHURCH.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS
 BW1423'15 AND 562 IN WISNER, GO SOUTH FOR 1.8 MI (2.9 KM) ON HIGHWAY 15 TO
 BW1423'THE STATION SET ON THE RIGHT AT THE MT PLEASENT BAPTIST CHURCH.  THE
 BW1423'STATION IS 76.0 FT (23.2 M) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER
 BW1423'OF THE CHURCH, 35.0 FT (10.7 M) SOUTH-SOUTHWEST FROM THE FIRST POLE
 BW1423'EAST OF A POLE BEARING 2 TRANSFORMERS, 28.0 FT (8.5 M) SOUTH FROM A
 BW1423'48-INCH WATER OAK TREE, 0.5 FT (15.2 CM) EAST-SOUTHEAST OF A METAL
 BW1423'WITNESS POST WITH SIGN ATTACHED, PROJECTING 6 INCHES ABOVE THE GROUND
 BW1423'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6169 ***********************************************************************
 AH6169  DESIGNATION -  SOUTHDOWN
 AH6169  PID         -  AH6169
 AH6169  STATE/COUNTY-  LA/TERREBONNE
 AH6169  USGS QUAD   -  HOUMA (1980)
 AH6169
 AH6169                         *CURRENT SURVEY CONTROL
 AH6169  ___________________________________________________________________
 AH6169* NAD 83(1992)-  29 35 17.84448(N)    090 44 07.34387(W)     ADJUSTED  
 AH6169* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6169  **This station is located in a subsidence area (see below).
 AH6169  ___________________________________________________________________
 AH6169  X           -     -71,242.266 (meters)                     COMP
 AH6169  Y           -  -5,550,455.869 (meters)                     COMP
 AH6169  Z           -   3,130,757.289 (meters)                     COMP
 AH6169  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6169  ELLIP HEIGHT-         -23.22  (meters)          (02/21/02) GPS OBS
 AH6169  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AH6169
 AH6169  HORZ ORDER  -  FIRST
 AH6169  ELLP ORDER  -  FIFTH     CLASS I
 AH6169
 AH6169.The horizontal coordinates were established by GPS observations
 AH6169.and adjusted by the National Geodetic Survey in December 1998..
 AH6169
 AH6169 ** The orthometric height has not been validated since last determined
 AH6169 ** by differential leveling and should not be used for control purposes.
 AH6169 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6169 ** area with valid NAVD 88 orthometric heights.
 AH6169 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6169 ** epoch indicated which incorporates improved geoid heights for the
 AH6169 ** Southern Louisiana Subsidence area.
 AH6169 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6169.The orthometric height was determined by GPS observations and a
 AH6169.high-resolution geoid model.
 AH6169
 AH6169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6169
 AH6169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6169
 AH6169.The ellipsoidal height was determined by GPS observations
 AH6169.and is referenced to NAD 83.
 AH6169
 AH6169.The geoid height was determined by GEOID03.
 AH6169
 AH6169;                    North         East     Units Scale Factor Converg.
 AH6169;SPC LA S     -   120,782.934 1,057,928.529   MT  0.99995150   +0 17 56.4
 AH6169;SPC LA S     -   396,268.68  3,470,887.18   sFT  0.99995150   +0 17 56.4
 AH6169;UTM  15      - 3,275,307.062   719,343.421   MT  1.00019367   +1 07 07.1
 AH6169
 AH6169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6169!SPC LA S     -   1.00000365  x   0.99995150  =   0.99995515
 AH6169!UTM  15      -   1.00000365  x   1.00019367  =   1.00019732
 AH6169
 AH6169:                Primary Azimuth Mark                     Grid Az
 AH6169:SPC LA S     -  SOUTHDOWN AZIMUTH MARK                   290 46 57.7
 AH6169:UTM  15      -  SOUTHDOWN AZIMUTH MARK                   289 57 47.0
 AH6169
 AH6169|---------------------------------------------------------------------|
 AH6169| PID    Reference Object                     Distance      Geod. Az  |
 AH6169|                                                           dddmmss.s |
 AH6169| AH6246 SOUTHDOWN AZIMUTH MARK              477.668 METERS 2910454.1 |
 AH6169|---------------------------------------------------------------------|
 AH6169
 AH6169                          SUPERSEDED SURVEY CONTROL
 AH6169
 AH6169  ELLIP H (12/17/98)  -23.17   (m)                       GP(       ) 4 2
 AH6169
 AH6169.Superseded values are not recommended for survey control.
 AH6169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6169.See file dsdata.txt to determine how the superseded data were derived.
 AH6169
 AH6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1934375307(NAD 83)
 AH6169_MARKER: DD = SURVEY DISK
 AH6169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6169_STAMPING: SOUTHDOWN 1989
 AH6169_MARK LOGO: LA-109
 AH6169_PROJECTION: FLUSH
 AH6169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6169+STABILITY: SURFACE MOTION
 AH6169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6169+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6169
 AH6169  HISTORY     - Date     Condition        Report By
 AH6169  HISTORY     - 1990     MONUMENTED       GSENG
 AH6169
 AH6169                          STATION DESCRIPTION
 AH6169
 AH6169'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6169'MONUMENT IS LOCATED IN THE CITY OF HOUMA AT THE INTERSECTION OF
 AH6169'HIGHWAY 311 AND POLK STREET AT THE SOUTHWEST CORNER.  MONUMENT IS
 AH6169'LOCATED IN TOWNSHIP 17 SOUTH RANGE 17 EAST SECTION 101.  MONUMENT IS A
 AH6169'TERREBONNE PARISH L.I.S. BRASS DISK SET IN CONCRETE AND IS RECESSED
 AH6169'0.35 FT (10.67 CM) BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 AH6169'SOUTHDOWN 1989. MONUMENT IS 60.28 FT (18.37 M) WEST OF A POWER POLE
 AH6169'WITH NAIL/SHINER, 29.51 FT (8.99 M) NORTHERLY OF A POWER POLE WITH
 AH6169'NAIL/SHINER, 24.38 FT (7.43 M) EAST OF A SIGN POST WITH NAIL/SHINER
 AH6169'THAT IS A SUPPORT FOR THE SUGAR MILL POINT SUBDIVISION SIGN IN FRONT
 AH6169'OF A LIFT STATION. MONUMENT IS 29.50 FT (8.99 M) WESTERLY OF THE
 AH6169'CENTERLINE OF POLK STREET AND 36.00 FT (10.97 M) SOUTHERLY OF THE
 AH6169'CENTERLINE OF HIGHWAY 311 (BAYOU BLACK DRIVE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6246 ***********************************************************************
 AH6246  DESIGNATION -  SOUTHDOWN AZIMUTH MARK
 AH6246  PID         -  AH6246
 AH6246  STATE/COUNTY-  LA/TERREBONNE
 AH6246  USGS QUAD   -  HOUMA (1980)
 AH6246
 AH6246                         *CURRENT SURVEY CONTROL
 AH6246  ___________________________________________________________________
 AH6246* NAD 83(1992)-  29 35 23.42439(N)    090 44 23.90560(W)     ADJUSTED  
 AH6246* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AH6246  **This station is located in a subsidence area (see below).
 AH6246  ___________________________________________________________________
 AH6246  X           -     -71,686.842 (meters)                     COMP
 AH6246  Y           -  -5,550,365.774 (meters)                     COMP
 AH6246  Z           -   3,130,906.957 (meters)                     COMP
 AH6246  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6246  ELLIP HEIGHT-         -22.68  (meters)          (02/21/02) GPS OBS
 AH6246  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AH6246
 AH6246  HORZ ORDER  -  FIRST
 AH6246  ELLP ORDER  -  FIFTH     CLASS I
 AH6246
 AH6246.The horizontal coordinates were established by GPS observations
 AH6246.and adjusted by the National Geodetic Survey in December 1998..
 AH6246
 AH6246 ** The orthometric height has not been validated since last determined
 AH6246 ** by differential leveling and should not be used for control purposes.
 AH6246 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6246 ** area with valid NAVD 88 orthometric heights.
 AH6246 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6246 ** epoch indicated which incorporates improved geoid heights for the
 AH6246 ** Southern Louisiana Subsidence area.
 AH6246 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6246.The orthometric height was determined by GPS observations and a
 AH6246.high-resolution geoid model.
 AH6246
 AH6246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6246
 AH6246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6246
 AH6246.The ellipsoidal height was determined by GPS observations
 AH6246.and is referenced to NAD 83.
 AH6246
 AH6246.The geoid height was determined by GEOID03.
 AH6246
 AH6246;                    North         East     Units Scale Factor Converg.
 AH6246;SPC LA S     -   120,952.414 1,057,481.963   MT  0.99995131   +0 17 48.1
 AH6246;SPC LA S     -   396,824.71  3,469,422.07   sFT  0.99995131   +0 17 48.1
 AH6246;UTM  15      - 3,275,470.176   718,894.368   MT  1.00019124   +1 06 59.1
 AH6246
 AH6246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6246!SPC LA S     -   1.00000356  x   0.99995131  =   0.99995487
 AH6246!UTM  15      -   1.00000356  x   1.00019124  =   1.00019480
 AH6246
 AH6246:                Primary Azimuth Mark                     Grid Az
 AH6246:SPC LA S     -  SOUTHDOWN                                110 46 57.8
 AH6246:UTM  15      -  SOUTHDOWN                                109 57 46.8
 AH6246
 AH6246|---------------------------------------------------------------------|
 AH6246| PID    Reference Object                     Distance      Geod. Az  |
 AH6246|                                                           dddmmss.s |
 AH6246| AH6169 SOUTHDOWN                           477.668 METERS 1110445.9 |
 AH6246| AH6476 TUNB 03                             APPROX. 0.6 KM 3442951.8 |
 AH6246|---------------------------------------------------------------------|
 AH6246
 AH6246                          SUPERSEDED SURVEY CONTROL
 AH6246
 AH6246  ELLIP H (12/17/98)  -22.63   (m)                       GP(       ) 4 2
 AH6246
 AH6246.Superseded values are not recommended for survey control.
 AH6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6246.See file dsdata.txt to determine how the superseded data were derived.
 AH6246
 AH6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1889475470(NAD 83)
 AH6246_MARKER: DD = SURVEY DISK
 AH6246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6246_STAMPING: SOUTHDOWN AZ MK 1989
 AH6246_MARK LOGO: LA-109
 AH6246_PROJECTION: FLUSH
 AH6246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6246+STABILITY: SURFACE MOTION
 AH6246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6246+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6246
 AH6246  HISTORY     - Date     Condition        Report By
 AH6246  HISTORY     - 1990     MONUMENTED       GSENG
 AH6246
 AH6246                          STATION DESCRIPTION
 AH6246
 AH6246'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6246'MONUMENT IS LOCATED IN THE CITY OF HOUMA ALONG THE SOUTHERLY
 AH6246'RIGHT-OF-WAY OF HIGHWAY 311 AND IMMEDIATELY NORTH OF THE BANK OF
 AH6246'LITTLE BAYOU BLACK BETWEEN POLK STREET AND ST. CHARLES STREET.
 AH6246'MONUMENT IS LOCATED IN TOWNSHIP 17 SOUTH RANGE 17 EAST SECTION 101.
 AH6246'MONUMENT IS IN A GRASSY AREA IN FRONT OF THE SOUTHDOWN PLANTATION HOME
 AH6246'AND ACROSS THE ROAD FROM THE SOUTH CENTRAL BELL MICROWAVE TOWER.
 AH6246'MONUMENT IS A TERREBONNE PARISH L.I.S. BRASS DISK SET IN CONCRETE AND
 AH6246'IS RECESSED 0.35 FT (10.67 CM) BELOW THE SURFACE OF THE GROUND AND IS
 AH6246'STAMPED SOUTHDOWN AZ MK 1989. MONUMENT IS 53.65 FT (16.35 M) EAST OF A
 AH6246'POWER POLE WITH A NAIL/SHINER, 69.52 FT (21.19 M) SOUTHWESTERLY OF A
 AH6246'HISTORICAL SIGN AND 101.84 FT (31.04 M) WEST OF A 42 INCH PECAN TREE.
 AH6246'MONUMENT IS 63.90 FT (19.48 M) SOUTHERLY OF THE CENTERLINE OF HIGHWYA
 AH6246'311 (BAYOU BLACK DRIVE) AND APPROXIMATELY 26.00 FT (7.92 M) NORTH OF
 AH6246'THE BANK OF THE BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4216 ***********************************************************************
 BJ4216  DESIGNATION -  SOUTHEAST LA STATE HOSP TANK
 BJ4216  PID         -  BJ4216
 BJ4216  STATE/COUNTY-  LA/ST TAMMANY
 BJ4216  USGS QUAD   -  MANDEVILLE (1979)
 BJ4216
 BJ4216                         *CURRENT SURVEY CONTROL
 BJ4216  ___________________________________________________________________
 BJ4216* NAD 83(1992)-  30 20 53.13217(N)    090 01 00.89777(W)     ADJUSTED  
 BJ4216* NAVD 88     -                                                        
 BJ4216  ___________________________________________________________________
 BJ4216  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BJ4216  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BJ4216
 BJ4216  HORZ ORDER  -  THIRD
 BJ4216
 BJ4216.The horizontal coordinates were established by classical geodetic methods
 BJ4216.and adjusted by the National Geodetic Survey in May 1994..
 BJ4216
 BJ4216
 BJ4216.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4216
 BJ4216.The geoid height was determined by GEOID03.
 BJ4216
 BJ4216;                    North         East     Units Scale Factor Converg.
 BJ4216;SPC LA S     -   205,578.669 1,126,560.716   MT  0.99994404   +0 39 29.6
 BJ4216;SPC LA S     -   674,469.35  3,696,057.95   sFT  0.99994404   +0 39 29.6
 BJ4216;UTM  15      - 3,361,131.764   786,766.006   MT  1.00061465   +1 30 29.7
 BJ4216;UTM  16      - 3,361,217.922   209,980.217   MT  1.00063781   -1 31 31.3
 BJ4216
 BJ4216                          SUPERSEDED SURVEY CONTROL
 BJ4216
 BJ4216  NAD 83(1992)-  30 20 53.13243(N)    090 01 00.89776(W) AD(       ) 4
 BJ4216  NAD 83(1986)-  30 20 53.14306(N)    090 01 00.89603(W) AD(       ) 4
 BJ4216  NAD 27      -  30 20 52.43514(N)    090 01 00.62952(W) AD(       ) 3
 BJ4216
 BJ4216.Superseded values are not recommended for survey control.
 BJ4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4216.See file dsdata.txt to determine how the superseded data were derived.
 BJ4216
 BJ4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8676661132(NAD 83)
 BJ4216_MARKER: 53 = ELEVATED TANK
 BJ4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4216+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 BJ4216
 BJ4216  HISTORY     - Date     Condition        Report By
 BJ4216  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4216  HISTORY     - 1955     GOOD             CGS
 BJ4216  HISTORY     - 1970     GOOD             NGS
 BJ4216  HISTORY     - 20050428 GOOD             USPSQD
 BJ4216
 BJ4216                          STATION DESCRIPTION
 BJ4216
 BJ4216'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4216'STATION IS LOCATED ABOUT 3 MILES EAST FROM THE CENTER OF
 BJ4216'MANDEVILLE IN THE NORTHERN PART OF THE SOUTHEAST LOUISIANA
 BJ4216'STATE HOSPITAL GROUNDS.  IT IS ABOUT 50 FEET NORTH OF THE
 BJ4216'POWER PLANT BUILDING AND JUST SOUTH OF A PAVED STREET.  IT
 BJ4216'IS A KEYHOLE-SHAPED STRUCTURE (STEEL) WITH THE BASE HAVING
 BJ4216'THE SAME DIAMETER AS THE TANK ON TOP.  THE OVERALL HEIGHT
 BJ4216'IS 150 FEET.
 BJ4216'
 BJ4216'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
 BJ4216
 BJ4216                          STATION RECOVERY (1955)
 BJ4216
 BJ4216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4216'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 BJ4216'BY R.L.E. IN 1953, IS ADEQUATE.
 BJ4216
 BJ4216                          STATION RECOVERY (1970)
 BJ4216
 BJ4216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4216'A SPHERE TYPE STEEL TANK, SILVER IN COLOR, 150 FEET IN HEIGHT.
 BJ4216'
 BJ4216'STATION IS LOCATED ON THE GROUNDS OF THE SOUTHEAST LOUISIANA STATE
 BJ4216'HOSPITAL WHICH IS ABOUT 2-1/2 MILES SOUTHEAST OF MANDEVILLE AND
 BJ4216'ABOUT 0.2 MILE NORTH OF U.S. HIGHWAY 190.
 BJ4216'
 BJ4216'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
 BJ4216
 BJ4216                          STATION RECOVERY (2005)
 BJ4216
 BJ4216'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BJ4216'THE COLOR IS A FADED BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2973 ***********************************************************************
 BH2973  DESIGNATION -  SOUTHERN
 BH2973  PID         -  BH2973
 BH2973  STATE/COUNTY-  LA/WASHINGTON
 BH2973  USGS QUAD   -  STATE LINE (1982)
 BH2973
 BH2973                         *CURRENT SURVEY CONTROL
 BH2973  ___________________________________________________________________
 BH2973* NAD 83(1992)-  30 55 00.21984(N)    089 54 36.54702(W)     ADJUSTED  
 BH2973* NAVD 88     -        96.8    (meters)     318.     (feet)  VERTCON   
 BH2973  ___________________________________________________________________
 BH2973  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BH2973  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH2973
 BH2973  HORZ ORDER  -  FIRST
 BH2973
 BH2973.The horizontal coordinates were established by classical geodetic methods
 BH2973.and adjusted by the National Geodetic Survey in May 1994..
 BH2973
 BH2973.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2973
 BH2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2973
 BH2973.The geoid height was determined by GEOID03.
 BH2973
 BH2973;                    North         East     Units Scale Factor Converg.
 BH2973;SPC LA S     -   268,736.636 1,136,041.605   MT  1.00005327   +0 42 41.8
 BH2973;SPC LA S     -   881,680.11  3,727,163.17   sFT  1.00005327   +0 42 41.8
 BH2973;SPC MS W     -   157,121.652   740,448.856   MT  0.99997017   +0 13 02.7
 BH2973;SPC MS W     -   515,489.95  2,429,289.29   sFT  0.99997017   +0 13 02.7
 BH2973;SPC MS E     -   157,541.886   197,072.239   MT  1.00008063   -0 33 11.9
 BH2973;SPC MS E     -   516,868.67    646,561.17   sFT  1.00008063   -0 33 11.9
 BH2973;UTM  16      - 3,424,004.229   221,881.272   MT  1.00055426   -1 29 46.2
 BH2973
 BH2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2973!SPC LA S     -   0.99998915  x   1.00005327  =   1.00004242
 BH2973!SPC MS W     -   0.99998915  x   0.99997017  =   0.99995932
 BH2973!SPC MS E     -   0.99998915  x   1.00008063  =   1.00006978
 BH2973!UTM  16      -   0.99998915  x   1.00055426  =   1.00054340
 BH2973
 BH2973:                Primary Azimuth Mark                     Grid Az
 BH2973:SPC LA S     -  SOUTHERN AZ MK                           108 32 15.7
 BH2973:SPC MS W     -  SOUTHERN AZ MK                           109 01 54.8
 BH2973:SPC MS E     -  SOUTHERN AZ MK                           109 48 09.4
 BH2973:UTM  16      -  SOUTHERN AZ MK                           110 44 43.7
 BH2973
 BH2973|---------------------------------------------------------------------|
 BH2973| PID    Reference Object                     Distance      Geod. Az  |
 BH2973|                                                           dddmmss.s |
 BH2973| DD8689 SOUTHERN AZ MK                                     1091457.5 |
 BH2973| DD8691 SOUTHERN RM 2                        30.895 METERS 19255     |
 BH2973| BH2972 SHERIDAN LOT                        APPROX. 8.9 KM 2230301.2 |
 BH2973| BJ4138 PINE S CEN BELL MICROWAVE           APPROX. 9.8 KM 2721345.4 |
 BH2973| DD8690 SOUTHERN RM 1                        28.852 METERS 31325     |
 BH2973| BH2974 SOUTHERN RM A 1966                   25.685 METERS 34214     |
 BH2973|---------------------------------------------------------------------|
 BH2973
 BH2973                          SUPERSEDED SURVEY CONTROL
 BH2973
 BH2973  NAD 83(1992)-  30 55 00.22988(N)    089 54 36.54446(W) AD(       ) 1
 BH2973  NAD 83(1986)-  30 55 00.23421(N)    089 54 36.54400(W) AD(       ) 1
 BH2973  NAD 27      -  30 54 59.57012(N)    089 54 36.26001(W) AD(       ) 1
 BH2973  NGVD 29 (07/19/86)   96.9    (m)          318.     (f) VERT ANG       
 BH2973
 BH2973.Superseded values are not recommended for survey control.
 BH2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2973.See file dsdata.txt to determine how the superseded data were derived.
 BH2973
 BH2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2188124004(NAD 83)
 BH2973_MARKER: DS = TRIANGULATION STATION DISK
 BH2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2973+STABILITY: SURFACE MOTION
 BH2973
 BH2973  HISTORY     - Date     Condition        Report By
 BH2973  HISTORY     - 1935     MONUMENTED       CGS
 BH2973  HISTORY     - 1939     GOOD             CGS
 BH2973  HISTORY     - 1955     GOOD             CGS
 BH2973  HISTORY     - 1966     GOOD             CGS
 BH2973  HISTORY     - 1970     GOOD             NGS
 BH2973
 BH2973                          STATION DESCRIPTION
 BH2973
 BH2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2973'STATION IS 9-1/2 MILES NNW OF BOGALUSA, 5 MILES WNW OF VARNADO, IN
 BH2973'THE SE QUARTER OF SEC. 32, T 1 S, R 13 E ON THE LAND REPORTED TO BE
 BH2973'OWNED BY THE GREAT SOUTHERN LUMBER COMPANY.
 BH2973'
 BH2973'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BH2973'BRONZE DISKS SET IN CONCRETE.
 BH2973'
 BH2973'REFERENCE MARK NO. 1 IS NW OF STATION, 33 FEET NE OF AN 8-INCH OAK
 BH2973'TREE AND 12 FEET SE OF A 3-INCH OAK TREE. REFERENCE MARK NO. 2 IS
 BH2973'SSW OF STATION, 15 FEET WSW OF CENTER LINE OF WOODS ROAD.
 BH2973'
 BH2973'AZIMUTH MARK IS 0.3 MILE ESE OF STATION, 36 FEET NNW CENTER LINE OF
 BH2973'GRAVEL ROAD, 36 FEET SSW OF 14-INCH PINE TREE.
 BH2973'
 BH2973'TO REACH FROM THE RAILWAY DEPOT IN BOGALUSA, GO E ON ROUTES 35 AND
 BH2973'7 FOR 0.7 MILE TO THEIR JUNCTION IN E EDGE OF CITY. TURN LEFT ON
 BH2973'ROUTE 7 AND GO N 6.25 MILES TO A GRAVEL T-ROAD LEFT JUST BEFORE
 BH2973'REACHING OVERHEAD BRIDGE. TURN LEFT AND CONTINUE IN A WESTERLY
 BH2973'DIRECTION ON MAIN ROAD FOR 6.0 MILES TO A WOODS ROAD RIGHT AT TOP
 BH2973'OF GRADE. TURN RIGHT AND GO 0.05 MILE TO OAK TREE WITH
 BH2973'TRIANGULAR BLAZE AND STATION ON W SIDE OF ROAD. STATION IS NEAR
 BH2973'THE SUMMIT OF A GENTLY SLOPING HILL COVERED WITH SCRUB TREES
 BH2973'ABOUT 100 YARDS N OF MAIN HIGHWAY, 40 FEET NNW OF 8-INCH OAK TREE
 BH2973'WITH TRIANGULAR BLAZE, 32 FEET NW CENTER LINE OF WOODS ROAD, AND 7
 BH2973'FEET E OF DIM WOODS ROAD.
 BH2973'
 BH2973'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BH2973
 BH2973                          STATION RECOVERY (1939)
 BH2973
 BH2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BH2973'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARKS FOUND IN GOOD
 BH2973'CONDITION. THE STATION IS LOCATED 1-1/2 MILES N AND 4-1/2 MILES W OF
 BH2973'VARNADO, ON LAND BELIEVED TO BELONG TO THE GREAT SOUTHERN LUMBER
 BH2973'COMPANY, IN THE SE 1/4 OF SEC. 32, T 1 S, R 13 E, ON TOP OF A FLAT
 BH2973'RIDGE COVERED WITH SCRUB TIMBER, APPROXIMATELY 100 YARDS N OF THE
 BH2973'MAIN E AND W GRAVELED HIGHWAY 49 FEET ESE OF WOODS ROAD, AND 35
 BH2973'FEET W OF A SINGLE TELEPHONE LINE. THE MARK PROJECTS
 BH2973'6 INCHES AND IS STAMPED SOUTHERN 1934.
 BH2973'
 BH2973'REFERENCE MARK NO. 1 IS 94.56 FEET NW OF STATION, AND 45 FEET NW OF
 BH2973'THE CENTER LINE OF THE ROAD PAST THE STATION. THE MARK
 BH2973'PROJECTS 6 INCHES AND IS STAMPED SOUTHERN NO. 1 1934.
 BH2973'REFERENCE MARK NO. 2 IS 101.30 FEET SSW OF THE STATION UNDER A
 BH2973'SINGLE STRAND TELEPHONE LINE, 112 FEET ESE OF THE CENTER LINE OF THE
 BH2973'ROAD PAST THE STATION, AND 20 FEET NE OF A TELEPHONE POLE. THE
 BH2973'MARK PROJECTS 6 INCHES AND IS STAMPED SOUTHERN NO. 2
 BH2973'1934.
 BH2973'
 BH2973'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE ESE OF THE STATION, 33
 BH2973'FEET NNE OF THE CENTER LINE OF GRAVEL HIGHWAY, 33 FEET S OF A 14-
 BH2973'INCH TRIANGULAR BLAZED PINE TREE. THE MARK PROJECTS 4
 BH2973'INCHES AND IS STAMPED SOUTHERN AZI 1934.
 BH2973'
 BH2973'TO REACH THE STATION FROM THE RAILROAD STATION IN VARNADO, DRIVE
 BH2973'E ON A GRAVEL ROAD S OF THE RAILROAD STATION FOR 0.1 MILE, THEN GO
 BH2973'S ON THE BOGALUSA ROAD (UNMARKED) FOR 1.4 MILES, OR 0.45 MILE AFTER
 BH2973'CROSSING A TRUSS BRIDGE, THEN TURN SHARP RIGHT AT OBLIQUE
 BH2973'CROSSROADS AND FOLLOW THE MAIN GRAVEL ROAD NW FOR 5.7 MILES TO A
 BH2973'T-ROAD N AT THE TOP OF GRADE, THEN GO N 0.05 MILE TO THE STATION
 BH2973'ON THE RIGHT, (E) SIDE OF ROAD.
 BH2973'
 BH2973'TO REACH THE MARK FROM THE STATION, DRIVE S 0.05 MILE TO HIGHWAY,
 BH2973'THEN DRIVE LEFT, (E) 0.3 MILE TO THE MARK ON THE LEFT, (N) SIDE OF
 BH2973'ROAD.
 BH2973'
 BH2973'A 90-FOOT TOWER AT SOUTHERN IS NEEDED TO SEE A 90-FOOT TOWER AT
 BH2973'PINE.
 BH2973'
 BH2973'A 90-FOOT TOWER AT SOUTHERN IS NEEDED TO SEE A 103-FOOT TOWER AT
 BH2973'THOMAS.
 BH2973'
 BH2973'A 90-FOOT TOWER AT SOUTHERN IS NEEDED TO SEE A 64-FOOT TOWER AT
 BH2973'SCHOOL (1935).
 BH2973'
 BH2973'A 37-FOOT TOWER AT SOUTHERN IS NEEDED TO SEE A 103-FOOT TOWER AT
 BH2973'DUNN (1935).
 BH2973'
 BH2973'A 37-FOOT TOWER AT SOUTHERN IS NEEDED TO SEE A 64-FOOT TOWER AT
 BH2973'ANGIE.
 BH2973
 BH2973                          STATION RECOVERY (1955)
 BH2973
 BH2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2973'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BH2973'THE DESCRIPTION BY F.B.Q. IN 1939 IS ADEQUATE.
 BH2973
 BH2973                          STATION RECOVERY (1966)
 BH2973
 BH2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BH2973'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION. LAND ON
 BH2973'WHICH STATION IS ESTABLISHED IS NOW OWNED BY THE CROWN ZELLERBACK
 BH2973'CORPORATION OF BOGALUSA, LOUISIANA.
 BH2973'
 BH2973'HORIZONTAL OBSERVATIONS TO THE MARKS CHECKED THE 1939 DATA AND THE
 BH2973'DISTANCE MEASUREMENTS TO THE REFERENCE MARKS CHECKED THE 1934 DATA.
 BH2973'
 BH2973'THE ROAD WHICH PASSES THE AZIMUTH MARK HAS BEEN IMPROVED. IT IS NOW
 BH2973'STATE HIGHWAY 436 AND IS GRAVELED.
 BH2973'
 BH2973'STATION MARK DISK IS STAMPED SOUTHERN 1934 AND THE MARK PROJECTS
 BH2973'ABOUT 5 INCHES.  MARK IS 65.3 FEET SOUTHEAST OF A 6-INCH
 BH2973'PINE TREE, 62.6 FEET NORTH OF A 12-INCH BLAZED PINE TREE, 48-1/2
 BH2973'FEET SOUTHEAST OF THE CENTER OF A GRADED ROAD, 27.0 FEET SOUTH-
 BH2973'SOUTHEAST OF A 4-INCH PINE TREE, 11.6 FEET NORTHEAST OF A 6-INCH
 BH2973'PINE TREE AND 3.6 FEET SOUTH-SOUTHWEST OF A (USGS) SQUARE
 BH2973'CONCRETE STATION WITNESS POST PROJECTING 2 FEET.
 BH2973'
 BH2973'REFERENCE MARK NUMBER 1 DISK IS STAMPED SOUTHERN NO 1 1934 AND THE
 BH2973'MARK PROJECTS ABOUT 5 INCHES.  MARK IS 45 FEET NORTHWEST
 BH2973'OF THE CENTER OF THE GRADED ROAD, 29.6 FEET NORTHWEST OF A 6-INCH
 BH2973'PINE TREE AND 2.5 FEET NORTHWEST OF A 4-INCH PINE TREE.
 BH2973'
 BH2973'REFERENCE MARK NUMBER 2 DISK IS STAMPED SOUTHERN NO 2 1934 AND THE
 BH2973'MARK PROJECTS ABOUT 3 INCHES.  MARK IS AT THE SOUTHEAST
 BH2973'EDGE OF AN OLD DIM WOODS ROAD AND 40.0 FEET SOUTH-SOUTHWEST OF THE
 BH2973'12-INCH BLAZED TREE.
 BH2973'
 BH2973'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED SOUTHERN AZI
 BH2973'1934 AND MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 BH2973'MARK IS 34-1/2 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 BH2973'436, 2.0 FEET SOUTHWEST OF A SMALL PINE TREE, 1.0 FEET NORTHEAST
 BH2973'OF A METAL WITNESS POST AND ABOUT 4 FEET LOWER ELEVATION THAN
 BH2973'HIGHWAY 436.
 BH2973'
 BH2973'STATION IS REACHED FROM THE JUNCTION OF A CROSS ROAD AND STATE
 BH2973'HIGHWAY 21 WHICH IS ABOUT 0.1 MILE WEST OF THE POST OFFICE IN THE
 BH2973'SMALL VILLAGE OF VARNADO. GO SOUTH ON HIGHWAY 21 FOR 1.2 MILE. TURN
 BH2973'RIGHT AND GO NORTHWEST ON STATE HIGHWAY 436 (GRAVELED ROAD) FOR
 BH2973'5.05 MILES TO THE AZIMUTH MARK ON THE RIGHT, AS DESCRIBED. CONTINUE
 BH2973'STRAIGHT AHEAD, ON HIGHWAY 436 FOR 0.35 MILE TO A GRADED ROAD
 BH2973'ON THE RIGHT. TURN SHARP RIGHT AND CONTINUE ON THE GRADED ROAD FOR
 BH2973'ABOUT 0.1 MILE TO THE STATION ON THE RIGHT, AS DESCRIBED.
 BH2973
 BH2973                          STATION RECOVERY (1970)
 BH2973
 BH2973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2973'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AND AS
 BH2973'PREVIOUSLY DESCRIBED.  THE DISTANCES AND DIRECTIONS TO ALL MARKS
 BH2973'COMPARED FAVORABLY WITH THE PREVIOUS DATA.
 BH2973'
 BH2973'THE 1966 DESCRIPTION OF THE ROUTE TO REACH THE STATION AND THE
 BH2973'AZIMUTH MARK IS ADEQUATE.  STATE HIGHWAY 436 MENTIONED IN THE 1966
 BH2973'DESCRIPTION AS GRAVELED IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6306 ***********************************************************************
 AH6306  DESIGNATION -  SOUTHERN
 AH6306  PID         -  AH6306
 AH6306  STATE/COUNTY-  LA/TERREBONNE
 AH6306  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AH6306
 AH6306                         *CURRENT SURVEY CONTROL
 AH6306  ___________________________________________________________________
 AH6306* NAD 83(1992)-  29 28 17.69686(N)    090 29 42.59145(W)     ADJUSTED  
 AH6306* NAVD 88     -         1.0  **(meters)       3.   **(feet)  GPS OBS   
 AH6306  **This station is located in a subsidence area (see below).
 AH6306  ___________________________________________________________________
 AH6306  X           -     -48,026.862 (meters)                     COMP
 AH6306  Y           -  -5,557,080.824 (meters)                     COMP
 AH6306  Z           -   3,119,500.955 (meters)                     COMP
 AH6306  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH6306  ELLIP HEIGHT-         -24.09  (meters)          (02/21/02) GPS OBS
 AH6306  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH6306
 AH6306  HORZ ORDER  -  FIRST
 AH6306  ELLP ORDER  -  FIFTH     CLASS I
 AH6306
 AH6306.The horizontal coordinates were established by GPS observations
 AH6306.and adjusted by the National Geodetic Survey in December 1998..
 AH6306
 AH6306 ** The orthometric height has not been validated since last determined
 AH6306 ** by differential leveling and should not be used for control purposes.
 AH6306 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6306 ** area with valid NAVD 88 orthometric heights.
 AH6306 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6306 ** epoch indicated which incorporates improved geoid heights for the
 AH6306 ** Southern Louisiana Subsidence area.
 AH6306 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6306.The orthometric height was determined by GPS observations and a
 AH6306.high-resolution geoid model.
 AH6306
 AH6306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6306
 AH6306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6306
 AH6306.The ellipsoidal height was determined by GPS observations
 AH6306.and is referenced to NAD 83.
 AH6306
 AH6306.The geoid height was determined by GEOID03.
 AH6306
 AH6306;                    North         East     Units Scale Factor Converg.
 AH6306;SPC LA S     -   107,993.218 1,081,293.502   MT  0.99996812   +0 25 08.7
 AH6306;SPC LA S     -   354,307.75  3,547,543.76   sFT  0.99996812   +0 25 08.7
 AH6306;UTM  15      - 3,262,847.995   742,895.419   MT  1.00032804   +1 13 58.7
 AH6306
 AH6306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6306!SPC LA S     -   1.00000378  x   0.99996812  =   0.99997190
 AH6306!UTM  15      -   1.00000378  x   1.00032804  =   1.00033182
 AH6306
 AH6306                          SUPERSEDED SURVEY CONTROL
 AH6306
 AH6306  ELLIP H (12/17/98)  -24.06   (m)                       GP(       ) 4 2
 AH6306
 AH6306.Superseded values are not recommended for survey control.
 AH6306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6306.See file dsdata.txt to determine how the superseded data were derived.
 AH6306
 AH6306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4289562848(NAD 83)
 AH6306_MARKER: I = METAL ROD
 AH6306_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6306_STAMPING: SOUTHERN
 AH6306_MARK LOGO: LA-109
 AH6306_PROJECTION: RECESSED 10 CENTIMETERS
 AH6306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6306+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6306_ROD/PIPE-DEPTH: 18.3 meters
 AH6306_SLEEVE-DEPTH  :  0.9 meters
 AH6306
 AH6306  HISTORY     - Date     Condition        Report By
 AH6306  HISTORY     - 1995     MONUMENTED       MPHI
 AH6306
 AH6306                          STATION DESCRIPTION
 AH6306
 AH6306'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6306'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6306'24 FOR 9.75 MI (15.69 KM) TO JUNCTION WITH HWY 55.  TRAVEL SOUTH ON
 AH6306'HWY 55 FOR 4.25 MI (6.84 KM) TO JUNCTION WITH HWY 665.  TURN LEFT ON
 AH6306'HWY 665 AND TRAVEL SOUTH FOR 4.85 MI (7.81 KM) AND THE STATION IS ON
 AH6306'THE LEFT.  THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE
 AH6306'GROUND. THE STATION IS 16.4 FT (5.0 M) NORTHEAST FROM THE CENTERLINE
 AH6306'OF HWY 665, 10.9 FT (3.3 M) SOUTHWEST FROM THE EDGE OF THE WATER,
 AH6306'106.5 FT (32.5 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE HOUSE
 AH6306'NO.922, 45.5 FT (13.9 M) NORTHEAST FROM THE POWER POLE WITH A LIGHT,
 AH6306'AND 168.4 FT (51.3 M) SOUTHEAST FROM THE PIPELINE CASING VENT FOR
 AH6306'SOUTHERN NATURAL PIPELINE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2974 ***********************************************************************
 BH2974  DESIGNATION -  SOUTHERN RM A 1966
 BH2974  PID         -  BH2974
 BH2974  STATE/COUNTY-  LA/WASHINGTON
 BH2974  USGS QUAD   -  STATE LINE (1982)
 BH2974
 BH2974                         *CURRENT SURVEY CONTROL
 BH2974  ___________________________________________________________________
 BH2974* NAD 83(1992)-  30 55 01.01409(N)    089 54 36.84214(W)     ADJUSTED  
 BH2974* NAVD 88     -        96.6    (meters)     317.     (feet)  VERTCON   
 BH2974  ___________________________________________________________________
 BH2974  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BH2974  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH2974
 BH2974  HORZ ORDER  -  FIRST
 BH2974
 BH2974.The horizontal coordinates were established by classical geodetic methods
 BH2974.and adjusted by the National Geodetic Survey in May 1994..
 BH2974
 BH2974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2974
 BH2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2974
 BH2974.The geoid height was determined by GEOID03.
 BH2974
 BH2974;                    North         East     Units Scale Factor Converg.
 BH2974;SPC LA S     -   268,760.998 1,136,033.465   MT  1.00005333   +0 42 41.6
 BH2974;SPC LA S     -   881,760.04  3,727,136.46   sFT  1.00005333   +0 42 41.6
 BH2974;SPC MS W     -   157,146.081   740,440.927   MT  0.99997017   +0 13 02.6
 BH2974;SPC MS W     -   515,570.10  2,429,263.27   sFT  0.99997017   +0 13 02.6
 BH2974;SPC MS E     -   157,566.422   197,064.639   MT  1.00008065   -0 33 12.1
 BH2974;SPC MS E     -   516,949.17    646,536.24   sFT  1.00008065   -0 33 12.1
 BH2974;UTM  16      - 3,424,028.900   221,874.073   MT  1.00055431   -1 29 46.4
 BH2974
 BH2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2974!SPC LA S     -   0.99998918  x   1.00005333  =   1.00004251
 BH2974!SPC MS W     -   0.99998918  x   0.99997017  =   0.99995935
 BH2974!SPC MS E     -   0.99998918  x   1.00008065  =   1.00006983
 BH2974!UTM  16      -   0.99998918  x   1.00055431  =   1.00054349
 BH2974
 BH2974:                Primary Azimuth Mark                     Grid Az
 BH2974:SPC LA S     -  SONES                                    066 49 19.2
 BH2974:SPC MS W     -  SONES                                    067 18 58.2
 BH2974:SPC MS E     -  SONES                                    068 05 12.9
 BH2974:UTM  16      -  SONES                                    069 01 47.2
 BH2974
 BH2974|---------------------------------------------------------------------|
 BH2974| PID    Reference Object                     Distance      Geod. Az  |
 BH2974|                                                           dddmmss.s |
 BH2974| BH2964 SONES                               APPROX.10.9 KM 0673200.8 |
 BH2974| BH2973 SOUTHERN                             25.685 METERS 16214     |
 BH2974|---------------------------------------------------------------------|
 BH2974
 BH2974                          SUPERSEDED SURVEY CONTROL
 BH2974
 BH2974  NAD 83(1992)-  30 55 01.02414(N)    089 54 36.83958(W) AD(       ) 1
 BH2974  NAD 83(1986)-  30 55 01.02839(N)    089 54 36.83909(W) AD(       ) 1
 BH2974  NAD 27      -  30 55 00.36419(N)    089 54 36.55503(W) AD(       ) 1
 BH2974  NGVD 29 (07/19/86)   96.7    (m)          317.     (f) VERT ANG       
 BH2974
 BH2974.Superseded values are not recommended for survey control.
 BH2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2974.See file dsdata.txt to determine how the superseded data were derived.
 BH2974
 BH2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2187424029(NAD 83)
 BH2974_MARKER: DS = TRIANGULATION STATION DISK
 BH2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2974+STABILITY: SURFACE MOTION
 BH2974
 BH2974  HISTORY     - Date     Condition        Report By
 BH2974  HISTORY     - 1966     MONUMENTED       CGS
 BH2974
 BH2974                          STATION DESCRIPTION
 BH2974
 BH2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BH2974'STATION SOUTHERN IS REACHED FROM THE JUNCTION OF A CROSS ROAD AND
 BH2974'STATE HIGHWAY 21 WHICH IS ABOUT 0.1 MILE WEST OF THE POST OFFICE IN
 BH2974'THE SMALL VILLAGE OF VARNADO.  GO SOUTH ON HIGHWAY 21 FOR 1.2 MILE.
 BH2974'TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY 436 (GRAVELED ROAD) FOR
 BH2974'5.05 MILES TO THE AZIMUTH MARK ON THE RIGHT, AS DESCRIBED.  CONTINUE
 BH2974'STRAIGHT AHEAD, ON HIGHWAY 436 FOR 0.35 MILE TO A GRADED ROAD ON THE
 BH2974'RIGHT.  TURN SHARP RIGHT AND CONTINUE ON THE GRADED ROAD FOR ABOUT
 BH2974'0.1 MILE TO STATION SOUTHERN ON THE RIGHT AS DESCRIBED.
 BH2974'
 BH2974'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK.  THE
 BH2974'DISK IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 BH2974'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BH2974'SOUTHERN RM A 1966.  THE STATION MARK IS 45.63 FEET OR 13.908
 BH2974'METERS EAST-SOUTHEAST OF SOUTHERN 1935 REFERENCE MARK NO. 1, 38
 BH2974'FEET EAST-NORTHEAST OF AN 8 INCH PINE TREE, 32 FEET NORTH OF
 BH2974'THE APPROXIMATE CENTER OF DIRT ROAD AND 18 FEET EAST OF
 BH2974'THE APPROXIMATE CENTER OF WOODS ROAD.
 BH2974'
 BH2974'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SOUTHERN
 BH2974'1935, DISTANCE BEING 25.678 METERS OR 84.24 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1652 ***********************************************************************
 CQ1652  DESIGNATION -  SOUTH=S 10
 CQ1652  PID         -  CQ1652
 CQ1652  STATE/COUNTY-  LA/DE SOTO
 CQ1652  USGS QUAD   -  MANSFIELD (1994)
 CQ1652
 CQ1652                         *CURRENT SURVEY CONTROL
 CQ1652  ___________________________________________________________________
 CQ1652* NAD 83(1986)-  32 00 51.     (N)    093 43 27.     (W)     SCALED    
 CQ1652* NAVD 88     -       104.69   (+/-2cm)     343.5    (feet)  VERTCON   
 CQ1652  ___________________________________________________________________
 CQ1652  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1652
 CQ1652  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1652
 CQ1652.The horizontal coordinates were scaled from a topographic map and have
 CQ1652.an estimated accuracy of +/- 6 seconds.
 CQ1652
 CQ1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1652.The vertical order pertains to the NGVD 29 superseded value.
 CQ1652
 CQ1652.The geoid height was determined by GEOID03.
 CQ1652
 CQ1652;                    North         East    Units  Estimated Accuracy
 CQ1652;SPC LA N     -   168,540.      884,360.      MT  (+/- 180 meters Scaled)
 CQ1652
 CQ1652                          SUPERSEDED SURVEY CONTROL
 CQ1652
 CQ1652  NGVD 29 (??/??/??)  104.749  (m)          343.66   (f) ADJUSTED    1 2
 CQ1652
 CQ1652.Superseded values are not recommended for survey control.
 CQ1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1652.See file dsdata.txt to determine how the superseded data were derived.
 CQ1652
 CQ1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR316422(NAD 83)
 CQ1652_MARKER: DS = TRIANGULATION STATION DISK
 CQ1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1652+STABILITY: SURFACE MOTION
 CQ1652
 CQ1652  HISTORY     - Date     Condition        Report By
 CQ1652  HISTORY     - UNK      MONUMENTED       CGS
 CQ1652  HISTORY     - 1919     GOOD             CGS
 CQ1652  HISTORY     - 1938     GOOD             CGS
 CQ1652
 CQ1652                          STATION DESCRIPTION
 CQ1652
 CQ1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 CQ1652'IN SOUTH MANSFIELD.
 CQ1652'AT SOUTH MANSFIELD, ABOUT 60 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 CQ1652'RAILROAD STATION, 31 FEET SOUTH OF THE CENTER OF THE TEXAS AND PACIFIC
 CQ1652'RAILWAY TRACKS, 38 FEET EAST OF THE CENTER OF THE TRACKS OF THE KANSAS
 CQ1652'CITY SOUTHERN RAILWAY, AND 17.3 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 CQ1652'TOWER SIGNAL HOUSE.  NOTE-- TO REACH THE STATION WITH TRUCK, GO TO
 CQ1652'SOUTH MANSFIELD RAILROAD STATION OF TEXAS AND PACIFIC AND KANSAS CITY
 CQ1652'SOUTHERN RAILROADS.
 CQ1652
 CQ1652                          STATION RECOVERY (1938)
 CQ1652
 CQ1652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 CQ1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0826 ***********************************************************************
 AT0826  DESIGNATION -  SOUTHWEST FRONT RANGE
 AT0826  PID         -  AT0826
 AT0826  STATE/COUNTY-  LA/PLAQUEMINES
 AT0826  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0826
 AT0826                         *CURRENT SURVEY CONTROL
 AT0826  ___________________________________________________________________
 AT0826* NAD 83(1992)-  28 56 22.85201(N)    089 23 08.75613(W)     ADJUSTED  
 AT0826* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0826  ___________________________________________________________________
 AT0826  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AT0826  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AT0826
 AT0826  HORZ ORDER  -  THIRD
 AT0826
 AT0826.The horizontal coordinates were established by classical geodetic methods
 AT0826.and adjusted by the National Geodetic Survey in January 1993..
 AT0826
 AT0826.The orthometric height was scaled from a topographic map.
 AT0826
 AT0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0826
 AT0826.The geoid height was determined by GEOID03.
 AT0826
 AT0826;                    North         East     Units Scale Factor Converg.
 AT0826;SPC LA S     -    50,352.656 1,189,887.987   MT  1.00009579   +0 58 25.7
 AT0826;SPC LA S     -   165,198.67  3,903,824.17   sFT  1.00009579   +0 58 25.7
 AT0826;UTM  16      - 3,203,646.447   267,455.825   MT  1.00026737   -1 09 17.9
 AT0826
 AT0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0826!SPC LA S     -   1.00000371  x   1.00009579  =   1.00009950
 AT0826!UTM  16      -   1.00000371  x   1.00026737  =   1.00027108
 AT0826
 AT0826:                Primary Azimuth Mark                     Grid Az
 AT0826:SPC LA S     -  NORTHEAST FRONT RANGE ECC 1935           037 17 43.8
 AT0826:UTM  16      -  NORTHEAST FRONT RANGE ECC 1935           039 25 27.4
 AT0826
 AT0826|---------------------------------------------------------------------|
 AT0826| PID    Reference Object                     Distance      Geod. Az  |
 AT0826|                                                           dddmmss.s |
 AT0826| AT0808 NORTHEAST FRONT RANGE ECC 1935      APPROX. 1.9 KM 0381609.5 |
 AT0826| DD8129 SOUTHWEST FRONT RANGE RM 1           16.412 METERS 05116     |
 AT0826| DD8130 SOUTHWEST FRONT RANGE RM 2           24.390 METERS 31010     |
 AT0826|---------------------------------------------------------------------|
 AT0826
 AT0826                          SUPERSEDED SURVEY CONTROL
 AT0826
 AT0826  NAD 83(1986)-  28 56 22.85776(N)    089 23 08.77116(W) AD(       ) 3
 AT0826  NAD 27      -  28 56 22.59100(N)    089 23 08.68000(W) AD(       ) 3
 AT0826
 AT0826.Superseded values are not recommended for survey control.
 AT0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0826.See file dsdata.txt to determine how the superseded data were derived.
 AT0826
 AT0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6745603646(NAD 83)
 AT0826_MARKER: DS = TRIANGULATION STATION DISK
 AT0826_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0826_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0826
 AT0826  HISTORY     - Date     Condition        Report By
 AT0826  HISTORY     - 1935     MONUMENTED       CGS
 AT0826
 AT0826                          STATION DESCRIPTION
 AT0826
 AT0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AT0826'NEAR SOUTHWEST PASS, 1-2/3 MILES SSW OF BURRWOOD, ON THE SOLID GROUND
 AT0826'FORMING ON THE SE
 AT0826'SIDE OF THE CONCRETE EAST JETTY SE OF THE JETTY AND
 AT0826'ON A LINE FROM BURRWOOD NORTHEAST
 AT0826'BASE AT RIGHT ANGLES TO THE CENTER
 AT0826'LINE OF THE JETTY, 10 METERS (33 FEET) NW OF THE
 AT0826'GRASS LINE, AND 250
 AT0826'METERS (820 FEET) SW OF THE S END OF THE HIGH CANE GRASS GROWING ON
 AT0826'THE SW CORNER OF
 AT0826'THE OUTLET TO THE GULF.
 AT0826'
 AT0826'STATION IS MARKED BY A STANDARD BRONZE DISK.
 AT0826'THE DISK IS
 AT0826'STAMPED SW FRONT RANGE 1935 AND IS SET IN THE TOP OF A
 AT0826'6-INCH TILE FILLED WITH
 AT0826'CONCRETE EXTENDING 4 INCHES ABOVE THE SURFACE
 AT0826'OF THE GROUND.
 AT0826'
 AT0826'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN THE
 AT0826'TOP OF TILES.
 AT0826'
 AT0826'REFERENCE MARK NO. 1, STAMPED SWFR NO. 1, 1935 INCHES, IS 16.412
 AT0826'METERS (53.85
 AT0826'FEET) FROM THE STATION N 51 DEG 12 MIN E.
 AT0826'
 AT0826'REFERENCE MARK NO. 2, STAMPED SWFR NO. 2, 1935, IS VERY NEARLY IN
 AT0826'LINE WITH STATION
 AT0826'BURRWOOD NORTHEAST BASE AND 24.390 METERS (80.02
 AT0826'FEET) FROM THE STATION N 49 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0819 ***********************************************************************
 AT0819  DESIGNATION -  SOUTHWEST PASS LH 1904
 AT0819  PID         -  AT0819
 AT0819  STATE/COUNTY-  LA/PLAQUEMINES
 AT0819  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0819
 AT0819                         *CURRENT SURVEY CONTROL
 AT0819  ___________________________________________________________________
 AT0819* NAD 83(1992)-  28 58 18.00192(N)    089 23 31.09088(W)     ADJUSTED  
 AT0819* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0819  ___________________________________________________________________
 AT0819  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AT0819  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0819
 AT0819  HORZ ORDER  -  SECOND
 AT0819
 AT0819.The horizontal coordinates were established by classical geodetic methods
 AT0819.and adjusted by the National Geodetic Survey in January 1993..
 AT0819
 AT0819.The orthometric height was scaled from a topographic map.
 AT0819
 AT0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0819
 AT0819.The geoid height was determined by GEOID03.
 AT0819
 AT0819;                    North         East     Units Scale Factor Converg.
 AT0819;SPC LA S     -    53,887.384 1,189,223.080   MT  1.00008571   +0 58 14.5
 AT0819;SPC LA S     -   176,795.53  3,901,642.72   sFT  1.00008571   +0 58 14.5
 AT0819;UTM  16      - 3,207,204.072   266,922.614   MT  1.00027043   -1 09 32.9
 AT0819
 AT0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0819!SPC LA S     -   1.00000371  x   1.00008571  =   1.00008942
 AT0819!UTM  16      -   1.00000371  x   1.00027043  =   1.00027414
 AT0819
 AT0819:                Primary Azimuth Mark                     Grid Az
 AT0819:SPC LA S     -  ARMSTRONGS HOUSE SOUTH GABLE             041 43 42.0
 AT0819:UTM  16      -  ARMSTRONGS HOUSE SOUTH GABLE             043 51 29.4
 AT0819
 AT0819|---------------------------------------------------------------------|
 AT0819| PID    Reference Object                     Distance      Geod. Az  |
 AT0819|                                                           dddmmss.s |
 AT0819| AT1047 ARMSTRONGS HOUSE SOUTH GABLE        APPROX. 6.3 KM 0424156.5 |
 AT0819| AT0807 JACKSONS HOUSE SOUTH GABLE          APPROX. 3.6 KM 0464558.6 |
 AT0819| AT1032 SOUTH PASS LIGHT REAR 1904          APPROX.22.5 KM 0773837.9 |
 AT0819| AT0813 BURRWOOD IRON TANK                  APPROX. 1.3 KM 1175406.3 |
 AT0819|---------------------------------------------------------------------|
 AT0819
 AT0819                          SUPERSEDED SURVEY CONTROL
 AT0819
 AT0819  NAD 83(1986)-  28 58 18.00773(N)    089 23 31.10555(W) AD(       ) 2
 AT0819  NAD 27      -  28 58 17.72100(N)    089 23 31.16900(W) AD(       ) 2
 AT0819
 AT0819.Superseded values are not recommended for survey control.
 AT0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0819.See file dsdata.txt to determine how the superseded data were derived.
 AT0819
 AT0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6692307204(NAD 83)
 AT0819_MARKER: 13 = LIGHTHOUSE
 AT0819
 AT0819  HISTORY     - Date     Condition        Report By
 AT0819  HISTORY     - 1904     FIRST OBSERVED   CGS
 AT0819  HISTORY     - 1935     GOOD             CGS
 AT0819  HISTORY     - 1936     GOOD             CGS
 AT0819  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AT0819  HISTORY     - 1960     GOOD             CGS
 AT0819
 AT0819                          STATION DESCRIPTION
 AT0819
 AT0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AT0819'NEAR THE WESTERN SHORE OF THE MISSISSIPPI RIVER AT SOUTHWEST PASS.
 AT0819'THE LIGHTHOUSE IS
 AT0819'A PROMINENT BRICK-RED IRON TUBE AND LATTICE
 AT0819'STRUCTURE SURMOUNTED BY A SIMILARLY
 AT0819'COLORED IRON AND GLASS CONICAL
 AT0819'TOPPED CUPOLA.  THE LIGHT IS 124 FEET ABOVE
 AT0819'HIGH-WATER.  THE CENTER
 AT0819'IS MARKED BY THE CUPOLAS BALL APEX.
 AT0819
 AT0819                          STATION RECOVERY (1936)
 AT0819
 AT0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT0819'STATION IS ON MARSHY LAND ON THE NW SIDE OF SOUTHWEST PASS OPPOSITE
 AT0819'THE U.S.
 AT0819'ENGINEER TOWN OF BURRWOOD ABOUT 0.3 MILE INSHORE FROM END
 AT0819'OF SMALL WHARF ON EDGE OF THE
 AT0819'CHANNEL.  IT IS A BROWN OCTAGONAL
 AT0819'PYRAMIDAL SKELETON TOWER, ENCLOSING STAIR
 AT0819'CYLINDER AND DWELLING AND
 AT0819'IS ABOUT 124 FEET HIGH.  THE STRUCTURE APPEARS TO BE IN GOOD
 AT0819'CONDITION.  THE UPPER PLATFORM JUST BELOW THE LENSES WAS OCCUPIED.
 AT0819
 AT0819                          STATION RECOVERY (1955)
 AT0819
 AT0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0819'THE STATION WAS RECOVERED AS DESCRIBED BUT THE LIGHTHOUSE HAS BEEN
 AT0819'ABANDONED AND THE LIGHT
 AT0819'IS NO LONGER IN OPERATION.  A NEW STATION, SOUTHWEST
 AT0819'PASS LIGHTHOUSE 2 WAS
 AT0819'ESTABLISHED AND MARKED WITH STANDARD DISKS ON
 AT0819'THE UPPER RAILING OF THE LIGHTHOUSE.
 AT0819
 AT0819                          STATION RECOVERY (1960)
 AT0819
 AT0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RWF)
 AT0819'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0815 ***********************************************************************
 AT0815  DESIGNATION -  SOUTHWEST PASS LH 2
 AT0815  PID         -  AT0815
 AT0815  STATE/COUNTY-  LA/PLAQUEMINES
 AT0815  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0815
 AT0815                         *CURRENT SURVEY CONTROL
 AT0815  ___________________________________________________________________
 AT0815* NAD 83(1992)-  28 58 18.60046(N)    089 23 31.16197(W)     ADJUSTED  
 AT0815* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0815  ___________________________________________________________________
 AT0815  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AT0815  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0815
 AT0815  HORZ ORDER  -  SECOND
 AT0815
 AT0815.The horizontal coordinates were established by classical geodetic methods
 AT0815.and adjusted by the National Geodetic Survey in January 1993..
 AT0815
 AT0815.The orthometric height was scaled from a topographic map.
 AT0815
 AT0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0815
 AT0815.The geoid height was determined by GEOID03.
 AT0815
 AT0815;                    North         East     Units Scale Factor Converg.
 AT0815;SPC LA S     -    53,905.777 1,189,220.844   MT  1.00008565   +0 58 14.5
 AT0815;SPC LA S     -   176,855.87  3,901,635.39   sFT  1.00008565   +0 58 14.5
 AT0815;UTM  16      - 3,207,222.540   266,921.062   MT  1.00027044   -1 09 33.0
 AT0815
 AT0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0815!SPC LA S     -   1.00000371  x   1.00008565  =   1.00008936
 AT0815!UTM  16      -   1.00000371  x   1.00027044  =   1.00027415
 AT0815
 AT0815:                Primary Azimuth Mark                     Grid Az
 AT0815:SPC LA S     -  SOUTHWEST PASS LIGHT 18                  043 07 16.8
 AT0815:UTM  16      -  SOUTHWEST PASS LIGHT 18                  045 15 04.3
 AT0815
 AT0815|---------------------------------------------------------------------|
 AT0815| PID    Reference Object                     Distance      Geod. Az  |
 AT0815|                                                           dddmmss.s |
 AT0815| AT1049 SOUTHWEST PASS LIGHT 18             APPROX. 8.0 KM 0440531.3 |
 AT0815| AT0829 BURRWOOD TOWN WATER TANK            APPROX. 1.3 KM 1481525.7 |
 AT0815| DD8097 SOUTHWEST PASS LH 2 RM 1              3.124 METERS 18858     |
 AT0815| DD8098 SOUTHWEST PASS LH 2 RM 2              3.182 METERS 29309     |
 AT0815|---------------------------------------------------------------------|
 AT0815
 AT0815                          SUPERSEDED SURVEY CONTROL
 AT0815
 AT0815  NAD 83(1986)-  28 58 18.60646(N)    089 23 31.17673(W) AD(       ) 2
 AT0815  NAD 27      -  28 58 17.78100(N)    089 23 30.96800(W) AD(       ) 2
 AT0815
 AT0815.Superseded values are not recommended for survey control.
 AT0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0815.See file dsdata.txt to determine how the superseded data were derived.
 AT0815
 AT0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6692107223(NAD 83)
 AT0815_MARKER: DS = TRIANGULATION STATION DISK
 AT0815_SETTING: 0 = UNSPECIFIED SETTING
 AT0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0815
 AT0815  HISTORY     - Date     Condition        Report By
 AT0815  HISTORY     - 1955     MONUMENTED       CGS
 AT0815  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AT0815  HISTORY     - 1965     GOOD             CGS
 AT0815
 AT0815                          STATION DESCRIPTION
 AT0815
 AT0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0815'THE STATION IS ON MARSHY LAND ON THE NORTHWEST SIDE OF SOUTHWEST PASS
 AT0815'OPPOSITE THE TOWN OF
 AT0815'BURRWOOD, ABOUT 0.3 MILE INSHORE FROM THE END OF A SMALL
 AT0815'WHARF ON THE NORTHWEST EDGE OF
 AT0815'THE CHANNEL.  IT IS ON THE LIGHTHOUSE,
 AT0815'WHICH IS A BROWN OCTAGON-SHAPED SKELTON TOWER,
 AT0815'ENCLOSING STAIR
 AT0815'CYLINDER AND DWELLING AND IS ABOUT 124 FEET HIGH.
 AT0815'
 AT0815'THE STATION MARK, STAMPED SOUTHWEST PASS LIGHTHOUSE 2 1955, IS A
 AT0815'STANDARD DISK CEMENTED TO
 AT0815'THE WAFFLE IRON FLOOR OF THE PLATFORM BELOW THE LIGHT AND
 AT0815'APPROXIMATELY 100 FEET ABOVE
 AT0815'THE GROUND.  IT IS 10 FEET EAST OF THE
 AT0815'DOOR INTO THE LIGHTHOUSE AND 1 FOOT SOUTHWEST
 AT0815'OF THE EDGE OF THE
 AT0815'PLATFORM.  THERE IS A 3-FOOT HIGH GUARD RAIL AROUND THE
 AT0815'PLATFORM.
 AT0815'
 AT0815'REFERENCE MARK NO. 1, STAMPED SOUTHWEST PASS LIGHTHOUSE 2 NO 1 1955,
 AT0815'IS A STANDARD DISK
 AT0815'CEMENTED TO THE FLOOR OF THE PLATFORM.  IT IS 1 FOOT
 AT0815'WEST OF THE OUTSIDE EDGE OF THE
 AT0815'PLATFORM.
 AT0815'
 AT0815'REFERENCE MARK NO. 2, STAMPED SOUTHWEST PASS LIGHTHOUSE 2 NO 2 1955,
 AT0815'IS A STANDARD DISK
 AT0815'CEMENTED TO THE IRON FLOOR OF THE PLATFORM.  IT IS 2
 AT0815'FEET NORTH OF THE DOOR INTO THE
 AT0815'LIGHTHOUSE AND 1 FOOT SOUTH OF THE
 AT0815'EDGE OF THE PLATFORM.
 AT0815'
 AT0815'NO AZIMUTH MARK WAS SET FOR THIS STATION, BUT THE CENTER OF THE SMALL
 AT0815'VENT IN THE CENTER OF THE
 AT0815'TOP OF THE BURRWOOD TANK WILL SERVE AS AN AZIMUTH
 AT0815'MARK.  THERE IS A PLATFORM OVER THE
 AT0815'TOP OF THIS TANK AND THE VENT IS
 AT0815'UNDER THE PLATFORM.
 AT0815'
 AT0815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AT0815
 AT0815                          STATION RECOVERY (1963)
 AT0815
 AT0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AT0815'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED, THE DISKS
 AT0815'ARE GONE, BUT THE
 AT0815'SUBSURFACE MARKS (PUNCH HOLES) WERE FOUND.  A CHECK
 AT0815'WAS MADE FOR DISTANCE AND DIRECTION.
 AT0815'
 AT0815'STATION WAS RE-MARKED BY A 1/4 INCH DRILLHOLE THAT IS SURROUNDED BY 3
 AT0815'OTHER 1/4 INCH
 AT0815'DRILLHOLES THAT FORM A TRIANGLE AND IS STAMPED SOUTH
 AT0815'WEST PASS LIGHTHOUSE 2 1955 1963.
 AT0815'
 AT0815'REFERENCE MARK NO. 1 WAS RE-MARKED BY A 1/4 INCH DRILLHOLE THAT IS
 AT0815'SURROUNDED BY 3
 AT0815'OTHER 1/4 INCH DRILLHOLES THAT FORM A TRIANGLE AND IS
 AT0815'STAMPED RM 1 1955 1963.
 AT0815'
 AT0815'REFERENCE MARK NO. 2 WAS RE-MARKED BY A 1/4 INCH DRILLHOLE THAT IS
 AT0815'SURROUNDED BY 3
 AT0815'OTHER 1/4 INCH DRILLHOLES THAT FORM A TRIANGLE AND IS
 AT0815'STAMPED RM 2 1955 1963.
 AT0815
 AT0815                          STATION RECOVERY (1965)
 AT0815
 AT0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0815'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AT0815'CONDITION.  THE
 AT0815'1955 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0817 ***********************************************************************
 AT0817  DESIGNATION -  SOUTHWEST PASS LH 2 1936
 AT0817  PID         -  AT0817
 AT0817  STATE/COUNTY-  LA/PLAQUEMINES
 AT0817  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0817
 AT0817                         *CURRENT SURVEY CONTROL
 AT0817  ___________________________________________________________________
 AT0817* NAD 83(1992)-  28 58 18.60156(N)    089 23 31.17781(W)     ADJUSTED  
 AT0817* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0817  ___________________________________________________________________
 AT0817  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AT0817  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0817
 AT0817  HORZ ORDER  -  SECOND
 AT0817
 AT0817.The horizontal coordinates were established by classical geodetic methods
 AT0817.and adjusted by the National Geodetic Survey in January 1993..
 AT0817
 AT0817.The orthometric height was scaled from a topographic map.
 AT0817
 AT0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0817
 AT0817.The geoid height was determined by GEOID03.
 AT0817
 AT0817;                    North         East     Units Scale Factor Converg.
 AT0817;SPC LA S     -    53,905.804 1,189,220.414   MT  1.00008565   +0 58 14.5
 AT0817;SPC LA S     -   176,855.96  3,901,633.97   sFT  1.00008565   +0 58 14.5
 AT0817;UTM  16      - 3,207,222.582   266,920.634   MT  1.00027045   -1 09 33.0
 AT0817
 AT0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0817!SPC LA S     -   1.00000355  x   1.00008565  =   1.00008920
 AT0817!UTM  16      -   1.00000355  x   1.00027045  =   1.00027400
 AT0817
 AT0817:                Primary Azimuth Mark                     Grid Az
 AT0817:SPC LA S     -  DOUBLE BAYOU LIGHT 9                     039 18 21.0
 AT0817:UTM  16      -  DOUBLE BAYOU LIGHT 9                     041 26 08.5
 AT0817
 AT0817|---------------------------------------------------------------------|
 AT0817| PID    Reference Object                     Distance      Geod. Az  |
 AT0817|                                                           dddmmss.s |
 AT0817| AT1053 DOUBLE BAYOU LIGHT 9                APPROX.11.0 KM 0401635.5 |
 AT0817| AT1052 SW PASS LIGHT 7                     APPROX. 7.3 KM 0412609.1 |
 AT0817| AT1034 OIL DERRICK E OF S PASS             APPROX.26.3 KM 0572310.2 |
 AT0817| AT0810 SW PASS LIGHT 6                     APPROX. 3.1 KM 0610847.3 |
 AT0817| AT0835 BURRWOOD TANK                       APPROX. 1.3 KM 1175028.2 |
 AT0817| AT0830 SW PASS E JETTY END LT              APPROX. 8.4 KM 2061956.2 |
 AT0817| AT0831 SW PAS ENT W JETTY FR LT            APPROX. 7.8 KM 2095742.4 |
 AT0817| AT1056 BENT                                APPROX.14.9 KM 3540502.4 |
 AT0817| AT1072 RED PASS OIL DERRICK                APPROX.29.0 KM 3593603.5 |
 AT0817|---------------------------------------------------------------------|
 AT0817
 AT0817                          SUPERSEDED SURVEY CONTROL
 AT0817
 AT0817  NAD 83(1986)-  28 58 18.60751(N)    089 23 31.19262(W) AD(       ) 2
 AT0817  NAD 27      -  28 58 17.74000(N)    089 23 31.04100(W) AD(       ) 2
 AT0817
 AT0817.Superseded values are not recommended for survey control.
 AT0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0817.See file dsdata.txt to determine how the superseded data were derived.
 AT0817
 AT0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6692107223(NAD 83)
 AT0817_MARKER: 13 = LIGHTHOUSE
 AT0817
 AT0817  HISTORY     - Date     Condition        Report By
 AT0817  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT0817
 AT0817                          STATION DESCRIPTION
 AT0817
 AT0817'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0816 ***********************************************************************
 AT0816  DESIGNATION -  SOUTHWEST PASS LH APEX
 AT0816  PID         -  AT0816
 AT0816  STATE/COUNTY-  LA/PLAQUEMINES
 AT0816  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0816
 AT0816                         *CURRENT SURVEY CONTROL
 AT0816  ___________________________________________________________________
 AT0816* NAD 83(1992)-  28 58 18.56537(N)    089 23 31.24426(W)     ADJUSTED  
 AT0816* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0816  ___________________________________________________________________
 AT0816  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AT0816  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AT0816
 AT0816  HORZ ORDER  -  THIRD
 AT0816
 AT0816.The horizontal coordinates were established by classical geodetic methods
 AT0816.and adjusted by the National Geodetic Survey in January 1993..
 AT0816
 AT0816.The orthometric height was scaled from a topographic map.
 AT0816
 AT0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0816
 AT0816.The geoid height was determined by GEOID03.
 AT0816
 AT0816;                    North         East     Units Scale Factor Converg.
 AT0816;SPC LA S     -    53,904.659 1,189,218.634   MT  1.00008566   +0 58 14.5
 AT0816;SPC LA S     -   176,852.20  3,901,628.14   sFT  1.00008566   +0 58 14.5
 AT0816;UTM  16      - 3,207,221.505   266,918.812   MT  1.00027046   -1 09 33.0
 AT0816
 AT0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0816!SPC LA S     -   1.00000371  x   1.00008566  =   1.00008937
 AT0816!UTM  16      -   1.00000371  x   1.00027046  =   1.00027417
 AT0816
 AT0816                          SUPERSEDED SURVEY CONTROL
 AT0816
 AT0816  NAD 83(1986)-  28 58 18.57138(N)    089 23 31.25902(W) AD(       ) 4
 AT0816  NAD 27      -  28 58 17.74700(N)    089 23 31.05000(W) AD(       ) 3
 AT0816
 AT0816.Superseded values are not recommended for survey control.
 AT0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0816.See file dsdata.txt to determine how the superseded data were derived.
 AT0816
 AT0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6691907222(NAD 83)
 AT0816_MARKER: 13 = LIGHTHOUSE
 AT0816
 AT0816  HISTORY     - Date     Condition        Report By
 AT0816  HISTORY     - 1963     FIRST OBSERVED   CGS
 AT0816
 AT0816                          STATION DESCRIPTION
 AT0816
 AT0816'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1049 ***********************************************************************
 AT1049  DESIGNATION -  SOUTHWEST PASS LIGHT 18
 AT1049  PID         -  AT1049
 AT1049  STATE/COUNTY-  LA/PLAQUEMINES
 AT1049  USGS QUAD   -  DIXON BAY (1971)
 AT1049
 AT1049                         *CURRENT SURVEY CONTROL
 AT1049  ___________________________________________________________________
 AT1049* NAD 83(1992)-  29 01 24.63376(N)    089 20 06.05958(W)     ADJUSTED  
 AT1049* NAVD 88     -                                                        
 AT1049  ___________________________________________________________________
 AT1049  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AT1049  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AT1049
 AT1049  HORZ ORDER  -  THIRD
 AT1049
 AT1049.The horizontal coordinates were established by classical geodetic methods
 AT1049.and adjusted by the National Geodetic Survey in January 1993..
 AT1049
 AT1049
 AT1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1049
 AT1049.The geoid height was determined by GEOID03.
 AT1049
 AT1049;                    North         East     Units Scale Factor Converg.
 AT1049;SPC LA S     -    59,728.350 1,194,673.493   MT  1.00007002   +0 59 57.1
 AT1049;SPC LA S     -   195,958.76  3,919,524.62   sFT  1.00007002   +0 59 57.1
 AT1049;UTM  16      - 3,212,839.303   272,587.470   MT  1.00023823   -1 08 00.1
 AT1049
 AT1049                          SUPERSEDED SURVEY CONTROL
 AT1049
 AT1049  NAD 83(1986)-  29 01 24.63906(N)    089 20 06.07352(W) AD(       ) 4
 AT1049  NAD 27      -  29 01 23.82000(N)    089 20 05.88000(W) AD(       ) 3
 AT1049
 AT1049.Superseded values are not recommended for survey control.
 AT1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1049.See file dsdata.txt to determine how the superseded data were derived.
 AT1049
 AT1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7258712839(NAD 83)
 AT1049_MARKER: 14 = NAVIGATION LIGHT
 AT1049
 AT1049  HISTORY     - Date     Condition        Report By
 AT1049  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1049  HISTORY     - 1959     GOOD             CGS
 AT1049
 AT1049                          STATION DESCRIPTION
 AT1049
 AT1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1049'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AT1049'
 AT1049'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTHWEST OF THE HEAD OF
 AT1049'PASSES AND 10
 AT1049'MILES NORTHEAST OF THE MOUTH OF SOUTHWEST PASS.
 AT1049'
 AT1049'THE LIGHT IS ON TOP OF A SKELETON STEEL TOWER, WHICH IS 50 FEET HIGH
 AT1049'AND IS PAINTED
 AT1049'WHITE.  THE TOWER IS SUPPORTED BY A PILE STRUCTURE ON
 AT1049'THE OUTER END OF A DIKE, WHICH
 AT1049'PROTRUDES 250 FEET INTO THE PASS FROM
 AT1049'THE EAST BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1051 ***********************************************************************
 AT1051  DESIGNATION -  SOUTHWEST PASS LIGHT 26
 AT1051  PID         -  AT1051
 AT1051  STATE/COUNTY-  LA/PLAQUEMINES
 AT1051  USGS QUAD   -  DIXON BAY (1971)
 AT1051
 AT1051                         *CURRENT SURVEY CONTROL
 AT1051  ___________________________________________________________________
 AT1051* NAD 83(1992)-  29 06 31.60648(N)    089 16 04.93958(W)     ADJUSTED  
 AT1051* NAVD 88     -                                                        
 AT1051  **This station is located in a subsidence area (see below).
 AT1051  ___________________________________________________________________
 AT1051  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AT1051  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT1051
 AT1051  HORZ ORDER  -  THIRD
 AT1051
 AT1051.The horizontal coordinates were established by classical geodetic methods
 AT1051.and adjusted by the National Geodetic Survey in January 1993..
 AT1051
 AT1051 ** The orthometric height has not been validated since last determined
 AT1051 ** by differential leveling and should not be used for control purposes.
 AT1051 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1051 ** area with valid NAVD 88 orthometric heights.
 AT1051 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1051 ** epoch indicated which incorporates improved geoid heights for the
 AT1051 ** Southern Louisiana Subsidence area.
 AT1051 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1051
 AT1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1051
 AT1051.The geoid height was determined by GEOID03.
 AT1051
 AT1051;                    North         East     Units Scale Factor Converg.
 AT1051;SPC LA S     -    69,294.136 1,201,027.346   MT  1.00004597   +1 01 57.6
 AT1051;SPC LA S     -   227,342.51  3,940,370.55   sFT  1.00004597   +1 01 57.6
 AT1051;UTM  16      - 3,222,163.306   279,294.283   MT  1.00020113   -1 06 13.6
 AT1051
 AT1051                          SUPERSEDED SURVEY CONTROL
 AT1051
 AT1051  NAD 83(1986)-  29 06 31.61099(N)    089 16 04.95207(W) AD(       ) 4
 AT1051  NAD 27      -  29 06 30.80000(N)    089 16 04.76000(W) AD(       ) 3
 AT1051
 AT1051.Superseded values are not recommended for survey control.
 AT1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1051.See file dsdata.txt to determine how the superseded data were derived.
 AT1051
 AT1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7929422163(NAD 83)
 AT1051_MARKER: 14 = NAVIGATION LIGHT
 AT1051
 AT1051  HISTORY     - Date     Condition        Report By
 AT1051  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1051  HISTORY     - 1970     GOOD             INGS
 AT1051  HISTORY     - 1970     GOOD             NGS
 AT1051
 AT1051                          STATION DESCRIPTION
 AT1051
 AT1051'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0823 ***********************************************************************
 AT0823  DESIGNATION -  SOUTHWEST REAR RANGE
 AT0823  PID         -  AT0823
 AT0823  STATE/COUNTY-  LA/PLAQUEMINES
 AT0823  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0823
 AT0823                         *CURRENT SURVEY CONTROL
 AT0823  ___________________________________________________________________
 AT0823* NAD 83(1992)-  28 57 38.97386(N)    089 24 52.07374(W)     ADJUSTED  
 AT0823* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0823  ___________________________________________________________________
 AT0823  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AT0823  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AT0823
 AT0823  HORZ ORDER  -  SECOND
 AT0823
 AT0823.The horizontal coordinates were established by classical geodetic methods
 AT0823.and adjusted by the National Geodetic Survey in January 1993..
 AT0823
 AT0823.The orthometric height was scaled from a topographic map.
 AT0823
 AT0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0823
 AT0823.The geoid height was determined by GEOID03.
 AT0823
 AT0823;                    North         East     Units Scale Factor Converg.
 AT0823;SPC LA S     -    52,648.937 1,187,050.817   MT  1.00008909   +0 57 34.1
 AT0823;SPC LA S     -   172,732.39  3,894,515.89   sFT  1.00008909   +0 57 34.1
 AT0823;UTM  16      - 3,206,046.978   264,705.413   MT  1.00028325   -1 10 10.7
 AT0823
 AT0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0823!SPC LA S     -   1.00000371  x   1.00008909  =   1.00009280
 AT0823!UTM  16      -   1.00000371  x   1.00028325  =   1.00028696
 AT0823
 AT0823|---------------------------------------------------------------------|
 AT0823| PID    Reference Object                     Distance      Geod. Az  |
 AT0823|                                                           dddmmss.s |
 AT0823| DD8132 SOUTHWEST REAR RANGE RM 2            24.715 METERS 04424     |
 AT0823| AT0825 BURRWOOD NORTHEAST BASE             APPROX. 3.0 KM 1295639.3 |
 AT0823| DD8131 SOUTHWEST REAR RANGE RM 1            30.320 METERS 18835     |
 AT0823|---------------------------------------------------------------------|
 AT0823
 AT0823                          SUPERSEDED SURVEY CONTROL
 AT0823
 AT0823  NAD 83(1986)-  28 57 38.97986(N)    089 24 52.08854(W) AD(       ) 2
 AT0823  NAD 27      -  28 57 38.60800(N)    089 24 52.09700(W) AD(       ) 2
 AT0823
 AT0823.Superseded values are not recommended for survey control.
 AT0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0823.See file dsdata.txt to determine how the superseded data were derived.
 AT0823
 AT0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6470506047(NAD 83)
 AT0823_MARKER: DS = TRIANGULATION STATION DISK
 AT0823_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0823_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0823
 AT0823  HISTORY     - Date     Condition        Report By
 AT0823  HISTORY     - 1935     MONUMENTED       CGS
 AT0823
 AT0823                          STATION DESCRIPTION
 AT0823
 AT0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AT0823'ON THE GULF SHORE OF SOUTHWEST PASS ABOUT 2 MILES W OF BURRWOOD AND
 AT0823'ABOUT 7 METERS (23
 AT0823'FEET) E OF THE HIGH-WATER LINE ON FAIRLY FIRM
 AT0823'MARSHY GROUND.  THIS LOCATION IS
 AT0823'ABOUT 1/2 MILE N OF THE OUTLET OF
 AT0823'THE MOST PROMINENT BAYOU IN THIS VICINITY AND ABOUT
 AT0823'1/4 MILE N OF THE
 AT0823'MOST WESTERLY POINT OF LAND.  MARK IS STAMPED SW REAR RANGE 1935.
 AT0823'
 AT0823'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AT0823'IN THE TOPS OF
 AT0823'TILES.
 AT0823'
 AT0823'REFERENCE MARK NO. 1 IS 30.320 METERS (99.47 FEET) FROM THE STATION
 AT0823'N 44 DEG 20 MIN E.
 AT0823'
 AT0823'REFERENCE MARK NO. 2 IS 24.715 METERS (81.09 FEET) FROM THE STATION
 AT0823'S 8 DEG 30 MIN W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2886 ***********************************************************************
 AU2886  DESIGNATION -  SPAHR
 AU2886  PID         -  AU2886
 AU2886  STATE/COUNTY-  LA/LAFOURCHE
 AU2886  USGS QUAD   -  DES ALLEMANDS (1987)
 AU2886
 AU2886                         *CURRENT SURVEY CONTROL
 AU2886  ___________________________________________________________________
 AU2886* NAD 83(1992)-  29 48 20.67653(N)    090 29 50.04829(W)     ADJUSTED  
 AU2886* NAVD 88     -         0.6  **(meters)       2.   **(feet)  VERTCON   
 AU2886  **This station is located in a subsidence area (see below).
 AU2886  ___________________________________________________________________
 AU2886  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2886  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU2886
 AU2886  HORZ ORDER  -  FIRST
 AU2886
 AU2886.The horizontal coordinates were established by classical geodetic methods
 AU2886.and adjusted by the National Geodetic Survey in January 1993..
 AU2886
 AU2886 ** The orthometric height has not been validated since last determined
 AU2886 ** by differential leveling and should not be used for control purposes.
 AU2886 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2886 ** area with valid NAVD 88 orthometric heights.
 AU2886 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2886 ** epoch indicated which incorporates improved geoid heights for the
 AU2886 ** Southern Louisiana Subsidence area.
 AU2886 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2886.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2886
 AU2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2886
 AU2886.The geoid height was determined by GEOID03.
 AU2886
 AU2886;                    North         East     Units Scale Factor Converg.
 AU2886;SPC LA S     -   145,029.340 1,080,822.357   MT  0.99993151   +0 25 05.0
 AU2886;SPC LA S     -   475,817.09  3,545,998.02   sFT  0.99993151   +0 25 05.0
 AU2886;UTM  15      - 3,299,887.574   741,893.766   MT  1.00032200   +1 14 40.7
 AU2886
 AU2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2886!SPC LA S     -   1.00000395  x   0.99993151  =   0.99993545
 AU2886!UTM  15      -   1.00000395  x   1.00032200  =   1.00032595
 AU2886
 AU2886|---------------------------------------------------------------------|
 AU2886| PID    Reference Object                     Distance      Geod. Az  |
 AU2886|                                                           dddmmss.s |
 AU2886| DD8099 SPAHR RM 1                           27.230 METERS 03936     |
 AU2886| DD8100 SPAHR RM 2                           25.565 METERS 17723     |
 AU2886| DD8101 SPAHR RM 3                                         2172711.7 |
 AU2886|---------------------------------------------------------------------|
 AU2886
 AU2886                          SUPERSEDED SURVEY CONTROL
 AU2886
 AU2886  NAD 83(1986)-  29 48 20.69403(N)    090 29 50.04960(W) AD(       ) 1
 AU2886  NAD 27      -  29 48 19.94179(N)    090 29 49.74591(W) AD(       ) 1
 AU2886  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 AU2886
 AU2886.Superseded values are not recommended for survey control.
 AU2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2886.See file dsdata.txt to determine how the superseded data were derived.
 AU2886
 AU2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4189499888(NAD 83)
 AU2886_MARKER: DS = TRIANGULATION STATION DISK
 AU2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2886
 AU2886  HISTORY     - Date     Condition        Report By
 AU2886  HISTORY     - 1972     MONUMENTED       NGS
 AU2886  HISTORY     - 1977     GOOD             NGS
 AU2886
 AU2886                          STATION DESCRIPTION
 AU2886
 AU2886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2886'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO A BRUSHY BANK.
 AU2886'
 AU2886'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTHEAST OF RACELAND, 7-3/4
 AU2886'MILES SOUTHEAST OF KRAMER, 2-1/2 MILES SOUTHWEST OF DES ALLEMANDS
 AU2886'AND ON THE PROPERTY OF MR. WILLIAM F. SPAHR, P.O. BOX 127.  DES
 AU2886'ALLEMANDS, LOUISIANA, 70030.
 AU2886'
 AU2886'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER BAYOU
 AU2886'DES ALLEMANDS IN THE SOUTH EDGE OF DES ALLEMANDS, GO SOUTHWEST OF US
 AU2886'HIGHWAY 90 FOR 1.55 MILES TO THE STATION ON THE LEFT.
 AU2886'
 AU2886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON US HIGHWAY 90
 AU2886'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  (REFERENCE MARK 3).
 AU2886'
 AU2886'THE STATION MARKS ARE STANDARD DISKS STAMPED SPAHR 1972.  THE SURFACE
 AU2886'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2886'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 121 FEET EAST-SOUTHEAST
 AU2886'OF THE CENTER OF THE NORTH BOUND LANES OF US HIGHWAY 90 AND 54
 AU2886'FEET WEST-NORTHWEST OF THE WATERS EDGE OF A CANAL.  THE
 AU2886'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 AU2886'42 INCHES BELOW THE GROUND SURFACE.
 AU2886'
 AU2886'REFERENCE MARK 1, A STANDARD DISK STAMPED SPAHR NO 1 1972, IS SET IN
 AU2886'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2886'WITH THE GROUND SURFACE.  IT IS 121 FEET EAST-SOUTHEAST OF THE
 AU2886'CENTER OF THE NORTH BOUND LANES OF US HIGHWAY 90 AND 60 FEET
 AU2886'NORTHWEST OF THE WATERS EDGE OF A CANAL.
 AU2886'
 AU2886'REFERENCE MARK 2, A STANDARD DISK STAMPED SPAHR NO 2 1972, IS SET IN
 AU2886'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2886'WITH THE GROUND SURFACE.  IT IS 175 FEET EAST-SOUTHEAST OF THE
 AU2886'CENTER OF THE NORTH BOUND LANES OF US HIGHWAY 90 AND AT THE WATERS
 AU2886'EDGE OF THE CANAL.
 AU2886'
 AU2886'REFERENCE MARK 3, A STANDARD DISK STAMPED SPAHR NO 3 1972, IS SET IN
 AU2886'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 AU2886'INCH ABOVE THE GROUND SURFACE.  IT IS 161 FEET EAST-SOUTHEAST OF
 AU2886'THE CENTER OF THE NORTH BOUND LANES OF US HIGHWAY 90 AND 34 FEET
 AU2886'EAST OF THE WATERS EDGE OF THE CANAL.
 AU2886'
 AU2886'HEIGHT OF LIGHT ABOVE STATION MARK 38.1 METERS.
 AU2886
 AU2886                          STATION RECOVERY (1977)
 AU2886
 AU2886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 AU2886'NO OBSERVATION TAKEN AT THIS STATION AT THIS DATE.
 AU2886'
 AU2886'THE STATION IS LOCATED ABOUT 8.25 MILES NORTHEAST OF RACELAND, 7.75
 AU2886'MILES SOUTHEAST OF KRAMER, 2.5 MILES SOUTHWEST OF DES ALLEMANDS ON
 AU2886'THE PROPERTY OWNED BY MR. WILLIAM F. SPAHR.
 AU2886'
 AU2886'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER BAYOU
 AU2886'DES ALLEMANDS IN THE SOUTH EDGE OF THE TOWN OF DES ALLEMANDS, GO
 AU2886'SOUTHWEST ON U.S. HIGHWAY 90 FOR 1.55 MILES TO THE STATION MARK ON
 AU2886'THE LEFT.
 AU2886'
 AU2886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 AU2886'90 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT ABOUT 100 YARDS
 AU2886'NORTHEAST OF AN EXON SERVICE STATION.
 AU2886'
 AU2886'THE STATION IS ABOUT 0.25 MILE NORTHEAST OF THE EXON SERVICE STATION,
 AU2886'90 FEET SOUTHWEST OF THE CENTER OF THE NEW ROAD ACROSS THE BAYOU, 63
 AU2886'FEET WEST-NORTHWEST OF THE EDGE OF THE BAYOU, 121 FEET
 AU2886'EAST-SOUTHEAST OF THE CENTER OF THE NORTH-BOUND LANE OF U.S. HIGHWAY
 AU2886'90, 139 FEET SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE STREET
 AU2886'WHERE THE WIRES GO IN THREE DIRECTIONS, 87 FEET SOUTH OF A BRACE
 AU2886'POLE, 93 FEET EAST OF A TELEPHONE POLE, 7 FEET NORTHWEST OF THE
 AU2886'PROJECTED PLANE OF THE NORTHWEST WALL OF A HOUSE WITH A STEEP
 AU2886'SHINGLED ROOF NEARLY TO THE GROUND, AND 208 FEET WEST-SOUTHWEST
 AU2886'OF THE SOUTHWEST CORNER OF THE SAME HOUSE.  IT IS A STANDARD
 AU2886'DISK, STAMPED SPAHR 1972, FLUSH WITH THE GROUND.
 AU2886'
 AU2886'REFERENCE MARK NO. 1 IS 89.34 FEET NORTHEAST OF THE STATION.  IT IS
 AU2886'53 FEET EAST OF A BRACE POLE, 63 FEET SOUTHEAST OF A POWER POLE WITH
 AU2886'WIRES LEADING IN THREE DIRECTIONS, 119 FEET SOUTHWEST OF THE
 AU2886'SOUTHWEST CORNER OF THE HOUSE, 121 FEET EAST-SOUTHEAST OF THE CENTER
 AU2886'OF THE NORTH BOUND LANE OF U.S. HIGHWAY 90, AND 7 FEET WEST OF
 AU2886'THE PROJECTED PLANE OF THE NORTHWEST WALL OF THE HOUSE.  IT IS
 AU2886'STAMPED SPAHR NO 1 1972.
 AU2886'
 AU2886'REFERENCE MARK NO. 2 IS 83.88 FEET SOUTH-SOUTHEAST OF THE STATION.
 AU2886'IT IS 4 FEET WEST-NORTHWEST OF THE EDGE OF THE BAYOU, 105 FEET
 AU2886'EAST-SOUTHEAST OF A TELEPHONE POLE, 4 FEET SOUTH OF THE PROJECTED
 AU2886'PLANE OF THE SOUTHWEST WALL OF THE SHINGLED ROOF HOUSE AND 148
 AU2886'FEET SOUTHWEST OF THE CENTER OF THE NEW ROAD CROSSING THE BAYOU.
 AU2886'IT IS A REFERENCE MARK DISK STAMPED SPAHR NO 2 1972.
 AU2886'
 AU2886'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 918.86 FEET SOUTHWEST OF THE
 AU2886'STATION, ABOUT 100 YARDS NORTHEAST OF THE EXON SERVICE STATION, 34
 AU2886'FEET NORTHWEST OF THE WEST EDGE OF THE BAYLU, 161 FEET
 AU2886'SOUTH-SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANE OF U.S. HIGHWAY
 AU2886'90, 99 FEET SOUTH-SOUTHEAST OF THE 3RD POLE NORTH OF THE EXON
 AU2886'STATION, 28 FEET SOUTH-SOUTHEAST OF THE PROJECTED PLANE OF THE
 AU2886'NORTH WALL OF THE EXON STATION, AND 1 FOOT NORTH-NORTHWEST OF A
 AU2886'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED SPAHR NO 3
 AU2886'1972 FLUSH WITH THE GROUND.
 AU2886'
 AU2886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTHWEST
 AU2886'OF DES ALLEMANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0965 ***********************************************************************
 AT0965  DESIGNATION -  SPAR 1934
 AT0965  PID         -  AT0965
 AT0965  STATE/COUNTY-  LA/ST BERNARD
 AT0965  USGS QUAD   -  LAKE ATHANASIO (1994)
 AT0965
 AT0965                         *CURRENT SURVEY CONTROL
 AT0965  ___________________________________________________________________
 AT0965* NAD 83(1992)-  29 44 26.99116(N)    089 26 38.66156(W)     ADJUSTED  
 AT0965* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0965  ___________________________________________________________________
 AT0965  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AT0965  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AT0965
 AT0965  HORZ ORDER  -  THIRD
 AT0965
 AT0965.The horizontal coordinates were established by classical geodetic methods
 AT0965.and adjusted by the National Geodetic Survey in May 1994..
 AT0965
 AT0965.The orthometric height was scaled from a topographic map.
 AT0965
 AT0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0965
 AT0965.The geoid height was determined by GEOID03.
 AT0965
 AT0965;                    North         East     Units Scale Factor Converg.
 AT0965;SPC LA S     -   139,045.960 1,182,739.550   MT  0.99993598   +0 56 40.8
 AT0965;SPC LA S     -   456,186.62  3,880,371.34   sFT  0.99993598   +0 56 40.8
 AT0965;UTM  16      - 3,292,569.802   263,628.079   MT  1.00028942   -1 12 46.8
 AT0965
 AT0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0965!SPC LA S     -   1.00000399  x   0.99993598  =   0.99993997
 AT0965!UTM  16      -   1.00000399  x   1.00028942  =   1.00029341
 AT0965
 AT0965                          SUPERSEDED SURVEY CONTROL
 AT0965
 AT0965  NAD 83(1992)-  29 44 26.99292(N)    089 26 38.66065(W) AD(       ) 3
 AT0965  NAD 83(1986)-  29 44 26.99901(N)    089 26 38.66299(W) AD(       ) 3
 AT0965  NAD 27      -  29 44 26.25900(N)    089 26 38.47200(W) AD(       ) 3
 AT0965
 AT0965.Superseded values are not recommended for survey control.
 AT0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0965.See file dsdata.txt to determine how the superseded data were derived.
 AT0965
 AT0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6362892570(NAD 83)
 AT0965_MARKER: DS = TRIANGULATION STATION DISK
 AT0965_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0965_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0965
 AT0965  HISTORY     - Date     Condition        Report By
 AT0965  HISTORY     - 1934     MONUMENTED       CGS
 AT0965  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT0965  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT0965
 AT0965                          STATION DESCRIPTION
 AT0965
 AT0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0965'STATION IS ON THE MOST PROMINENT POINT ON THE NE SHORE OF LAKE
 AT0965'ATHANASIO, 1.6
 AT0965'MILES NW FROM COONNEST ISLAND AND BRETON SOUND.
 AT0965'LOCATED ON THE SW SIDE OF THE
 AT0965'POINT, 14 METERS FROM SHORE IN HARD
 AT0965'MARSH.
 AT0965'
 AT0965'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0965'OF THE TOP OF A
 AT0965'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0965'UPPER END OF A LONG WOODEN PILE
 AT0965'DRIVEN INTO THE MARSH.
 AT0965'
 AT0965'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF
 AT0965'CONCRETE.  BOTH
 AT0965'ARE IN HARD MARSH AND CAST AROUND CYPRESS PILING.
 AT0965'
 AT0965'REFERENCE MARK NO. 1 IS 12.75 METERS N FROM STATION N 14 DEG W
 AT0965'MAGNETIC.
 AT0965'
 AT0965'REFERENCE MARK NO. 2 IS 15.74 METERS E FROM STATION N 71 DEG E
 AT0965'MAGNETIC, AND IS
 AT0965'20 METERS INSHORE.
 AT0965'
 AT0965'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS DISTANT 19.38 METERS.
 AT0965'
 AT0965'REACHED VIA BRETON SOUND, AND LAKE ATHANASIO TO STATION.
 AT0965
 AT0965                          STATION RECOVERY (1952)
 AT0965
 AT0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0965'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE BY A TWO-MAN PARTY FOR
 AT0965'1-1/2 HOURS,
 AT0965'HOWEVER, STATION MAY BE UNDER THE SURFACE OF THE MARSH.
 AT0965
 AT0965                          STATION RECOVERY (1965)
 AT0965
 AT0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0965'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND AND
 AT0965'ARE BELIEVED LOST
 AT0965'DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2870 ***********************************************************************
 CQ2870  DESIGNATION -  SPARTA
 CQ2870  PID         -  CQ2870
 CQ2870  STATE/COUNTY-  LA/WINN
 CQ2870  USGS QUAD   -  IRON BRANCH (1986)
 CQ2870
 CQ2870                         *CURRENT SURVEY CONTROL
 CQ2870  ___________________________________________________________________
 CQ2870* NAD 83(1992)-  32 01 11.61831(N)    092 50 03.30278(W)     ADJUSTED  
 CQ2870* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 CQ2870  ___________________________________________________________________
 CQ2870  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CQ2870  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2870
 CQ2870  HORZ ORDER  -  FIRST
 CQ2870
 CQ2870.The horizontal coordinates were established by classical geodetic methods
 CQ2870.and adjusted by the National Geodetic Survey in January 1993..
 CQ2870
 CQ2870.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2870
 CQ2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2870
 CQ2870.The geoid height was determined by GEOID03.
 CQ2870
 CQ2870;                    North         East     Units Scale Factor Converg.
 CQ2870;SPC LA N     -   168,566.916   968,425.108   MT  0.99991632   -0 10 36.2
 CQ2870;SPC LA N     -   553,039.96  3,177,241.38   sFT  0.99991632   -0 10 36.2
 CQ2870;UTM  15      - 3,542,652.798   515,652.529   MT  0.99960302   +0 05 16.4
 CQ2870
 CQ2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2870!SPC LA N     -   0.99998916  x   0.99991632  =   0.99990548
 CQ2870!UTM  15      -   0.99998916  x   0.99960302  =   0.99959218
 CQ2870
 CQ2870|---------------------------------------------------------------------|
 CQ2870| PID    Reference Object                     Distance      Geod. Az  |
 CQ2870|                                                           dddmmss.s |
 CQ2870| CY5568 SPARTA RM 1                          28.662 METERS 00448     |
 CQ2870| CQ2869 SPARTA LOOKOUT TOWER                 28.958 METERS 03144     |
 CQ2870| CY5567 SPARTA AZ MK                                       1345426.0 |
 CQ2870| BX2776 GUM SPRINGS LOOKOUT TOWER           APPROX.14.3 KM 1600328.3 |
 CQ2870| CY5569 SPARTA RM 2                          24.878 METERS 25558     |
 CQ2870| BX2782 GOLDONNA LOOKOUT TOWER              APPROX.11.4 KM 2580356.6 |
 CQ2870|---------------------------------------------------------------------|
 CQ2870
 CQ2870                          SUPERSEDED SURVEY CONTROL
 CQ2870
 CQ2870  NAD 83(1986)-  32 01 11.63268(N)    092 50 03.29414(W) AD(       ) 1
 CQ2870  NAD 27      -  32 01 11.05715(N)    092 50 02.73556(W) AD(       ) 1
 CQ2870  NGVD 29 (07/19/86)   94.9    (m)          311.     (f) VERT ANG       
 CQ2870
 CQ2870.Superseded values are not recommended for survey control.
 CQ2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2870.See file dsdata.txt to determine how the superseded data were derived.
 CQ2870
 CQ2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1565342653(NAD 83)
 CQ2870_MARKER: DS = TRIANGULATION STATION DISK
 CQ2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2870
 CQ2870  HISTORY     - Date     Condition        Report By
 CQ2870  HISTORY     - 1969     MONUMENTED       CGS
 CQ2870  HISTORY     - 1971     GOOD             NGS
 CQ2870  HISTORY     - 19981017 GOOD             USPSQD
 CQ2870
 CQ2870                          STATION DESCRIPTION
 CQ2870
 CQ2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ2870'NO MEASUREMENT BETWEEN RMS BECAUSE OF TREES ON LINE.
 CQ2870'
 CQ2870'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF POST OFFICE IN
 CQ2870'CALVIN, 4-1/2 MILES EAST OF GOLDONNA AND 12-3/4 MILES NORTHWEST OF
 CQ2870'WINNFIELD.
 CQ2870'
 CQ2870'TO REACH THE STATION FROM THE POST OFFICE IN CALVIN, GO SOUTH FOR
 CQ2870'0.05 MILE TO A RAILROAD CROSSING.  CONTINUE AHEAD CROSSING RAILROAD
 CQ2870'TRACKS FOR ABOUT 100 FEET TO A T-ROAD INTERSECTION.  TURN RIGHT
 CQ2870'AND GO WEST ON STATE HIGHWAY 156 FOR 2.4 MILES TO A CROSSROAD
 CQ2870'(GUM SPRINGS ROAD).  TURN RIGHT AND GO NORTH ON GUM SPRINGS ROAD
 CQ2870'FOR 1.1 MILE TO A RAILROAD CROSSING.  CONTINUE AHEAD NORTH
 CQ2870'CROSSING RAILROAD TRACKS ON GRAVELED ROAD FOR 4.1 MILES TO A
 CQ2870'SIDEROAD RIGHT.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 CQ2870'0.1 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1
 CQ2870'MILE TO STATION ON THE LEFT.
 CQ2870'
 CQ2870'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON TRACK
 CQ2870'ROAD FOR 0.1 MILE TO A T INTERSECTION.  TURN LEFT AND GO EAST FOR
 CQ2870'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CQ2870'
 CQ2870'THE STATION IS A STANDARD DISK, STAMPED SPARTA 1969, SET IN THE
 CQ2870'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 7
 CQ2870'INCHES.  IT IS 80.5 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 CQ2870'LOOK OUT TOWER, 81 FEET NORTH OF A 10-INCH CEDAR TREE AND 32
 CQ2870'FEET WEST OF THE CENTERLINE OF THE TRACK ROAD.
 CQ2870'
 CQ2870'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPARTA NO 1 1969,
 CQ2870'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ2870'3 INCHES.  IT IS 39 FEET WEST OF THE SOUTHWEST LEG OF THE LOOK
 CQ2870'OUT TOWER, 14 FEET NORTHEAST OF A 6-INCH PINE TREE AND 27.5 FEET
 CQ2870'SOUTH OF A 6-INCH PINE TREE.
 CQ2870'
 CQ2870'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPARTA NO 2 1969,
 CQ2870'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ2870'4 INCHES.  IT IS 11 FEET NORTH OF A 10-INCH PINE TREE, 80 FEET
 CQ2870'NORTHEAST OF A 10-INCH CEDAR TREE AND 11 FEET SOUTH OF AN 8 INCH
 CQ2870'PINE TREE.
 CQ2870'
 CQ2870'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SPARTA 1969, SET IN
 CQ2870'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2
 CQ2870'INCHES.  IT IS 2.5 FEET WEST OF A METAL WITNESS POST WITH A SIGN
 CQ2870'ATTACHED, 7 FEET NORTH OF A 10-INCH OAK TREE AND 24 FEET SOUTH
 CQ2870'OF THE CENTERLINE OF A TRACK ROAD.
 CQ2870'
 CQ2870'HEIGHT OF LIGHT ABOVE STATION MARK 26.22 METERS.
 CQ2870
 CQ2870                          STATION RECOVERY (1971)
 CQ2870
 CQ2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2870'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 CQ2870'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1969
 CQ2870'DESCRIPTION, WITH THE FOLLOWING EXCEPTION.  THE DISTANCE TO
 CQ2870'REFERENCE MARK 2 WAS FOUND IN ERROR BY 0.013 METER.  THE DIRECTION
 CQ2870'TO THE MARKS WAS FOUND ADEQUATE.  THERE WAS NO EVIDENCE OF
 CQ2870'MOVEMENT OF ANY OF THE MARKS.
 CQ2870'
 CQ2870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 CQ2870'EAST OF GOLDONNA.
 CQ2870'
 CQ2870'HEIGHT OF LIGHT ABOVE STATION MARK 108.6 FEET.
 CQ2870
 CQ2870                          STATION RECOVERY (1998)
 CQ2870
 CQ2870'RECOVERY NOTE BY US POWER SQUADRON 1998
 CQ2870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2869 ***********************************************************************
 CQ2869  DESIGNATION -  SPARTA LOOKOUT TOWER
 CQ2869  PID         -  CQ2869
 CQ2869  STATE/COUNTY-  LA/WINN
 CQ2869  USGS QUAD   -  IRON BRANCH (1986)
 CQ2869
 CQ2869                         *CURRENT SURVEY CONTROL
 CQ2869  ___________________________________________________________________
 CQ2869* NAD 83(1992)-  32 01 12.41796(N)    092 50 02.72250(W)     ADJUSTED  
 CQ2869* NAVD 88     -                                                        
 CQ2869  ___________________________________________________________________
 CQ2869  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CQ2869  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ2869
 CQ2869  HORZ ORDER  -  THIRD
 CQ2869
 CQ2869.The horizontal coordinates were established by classical geodetic methods
 CQ2869.and adjusted by the National Geodetic Survey in January 1993..
 CQ2869
 CQ2869
 CQ2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2869
 CQ2869.The geoid height was determined by GEOID03.
 CQ2869
 CQ2869;                    North         East     Units Scale Factor Converg.
 CQ2869;SPC LA N     -   168,591.498   968,440.411   MT  0.99991633   -0 10 35.9
 CQ2869;SPC LA N     -   553,120.61  3,177,291.58   sFT  0.99991633   -0 10 35.9
 CQ2869;UTM  15      - 3,542,677.442   515,667.713   MT  0.99960303   +0 05 16.7
 CQ2869
 CQ2869                          SUPERSEDED SURVEY CONTROL
 CQ2869
 CQ2869  NAD 83(1986)-  32 01 12.43239(N)    092 50 02.71400(W) AD(       ) 4
 CQ2869  NAD 27      -  32 01 11.85681(N)    092 50 02.15528(W) AD(       ) 3
 CQ2869
 CQ2869.Superseded values are not recommended for survey control.
 CQ2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2869.See file dsdata.txt to determine how the superseded data were derived.
 CQ2869
 CQ2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1566842677(NAD 83)
 CQ2869_MARKER: 57 = LOOKOUT TOWER
 CQ2869
 CQ2869  HISTORY     - Date     Condition        Report By
 CQ2869  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ2869  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 CQ2869
 CQ2869                          STATION DESCRIPTION
 CQ2869
 CQ2869'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ2869'THE TOP CENTER OF THE ROOF OF A CABIN SURMOUNTED ON A
 CQ2869'FOUR-LEGGED STEEL STRUCTURE WITH AN OVER-ALL HEIGHT OF ABOUT 110
 CQ2869'FEET.  IT IS ABOUT 13 MILES NORTHWEST OF WINNFIELD, 4-1/2 MILES
 CQ2869'EAST AND 1 MILE NORTH OF GOLDONNA.
 CQ2869'
 CQ2869'NOTE--A MEASUREMENT WAS MADE WITH A 30 METER TAPE FROM
 CQ2869'TRIANGULATION STATION SPARTA TO THE APPROXIMATE CENTER OF THE
 CQ2869'SPARTA LOOKOUT TOWER, DISTANCE BEING 94.99 FEET OR 28.954 METERS
 CQ2869'NORTHEAST.
 CQ2869
 CQ2869                          STATION RECOVERY (1998)
 CQ2869
 CQ2869'RECOVERY NOTE BY US POWER SQUADRON 1998
 CQ2869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1530 ***********************************************************************
 DL1530  DESIGNATION -  SPEARMAN RESET
 DL1530  PID         -  DL1530
 DL1530  STATE/COUNTY-  LA/CADDO
 DL1530  USGS QUAD   -  DODDRIDGE (1975)
 DL1530
 DL1530                         *CURRENT SURVEY CONTROL
 DL1530  ___________________________________________________________________
 DL1530* NAD 83(1992)-  33 00 34.71914(N)    093 57 09.85142(W)     ADJUSTED  
 DL1530* NAVD 88     -       115.11   (+/-2cm)     377.7    (feet)  VERTCON   
 DL1530  ___________________________________________________________________
 DL1530  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DL1530  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DL1530
 DL1530  HORZ ORDER  -  FIRST
 DL1530  VERT ORDER  -  THIRD ? (See Below)
 DL1530
 DL1530.The horizontal coordinates were established by classical geodetic methods
 DL1530.and adjusted by the National Geodetic Survey in September 1999..
 DL1530
 DL1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1530.The vertical order pertains to the NGVD 29 superseded value.
 DL1530
 DL1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1530
 DL1530.The geoid height was determined by GEOID03.
 DL1530
 DL1530;                    North         East     Units Scale Factor Converg.
 DL1530;SPC LA N     -   279,185.329   864,242.881   MT  1.00009621   -0 46 05.0
 DL1530;SPC LA N     -   915,960.53  2,835,436.85   sFT  1.00009621   -0 46 05.0
 DL1530;SPC AR S     -   439,782.324   217,527.361   MT  1.00007704   -1 05 34.5
 DL1530;SPC AR S     - 1,442,852.51    713,671.02   sFT  1.00007704   -1 05 34.5
 DL1530;SPC TXNC     - 2,158,115.880 1,024,723.487   MT  0.99987289   +2 28 48.2
 DL1530;SPC TXNC     - 7,080,418.52  3,361,946.97   sFT  0.99987289   +2 28 48.2
 DL1530;UTM  15      - 3,652,759.209   411,007.329   MT  0.99969765   -0 31 08.6
 DL1530
 DL1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1530!SPC LA N     -   0.99998608  x   1.00009621  =   1.00008229
 DL1530!SPC AR S     -   0.99998608  x   1.00007704  =   1.00006312
 DL1530!SPC TXNC     -   0.99998608  x   0.99987289  =   0.99985897
 DL1530!UTM  15      -   0.99998608  x   0.99969765  =   0.99968373
 DL1530
 DL1530:                Primary Azimuth Mark                     Grid Az
 DL1530:SPC LA N     -  DODDRIDGE FIRE TOWER 6 AFC               023 31 30.7
 DL1530:SPC AR S     -  DODDRIDGE FIRE TOWER 6 AFC               023 51 00.2
 DL1530:SPC TXNC     -  DODDRIDGE FIRE TOWER 6 AFC               020 16 37.5
 DL1530:UTM  15      -  DODDRIDGE FIRE TOWER 6 AFC               023 16 34.3
 DL1530
 DL1530|---------------------------------------------------------------------|
 DL1530| PID    Reference Object                     Distance      Geod. Az  |
 DL1530|                                                           dddmmss.s |
 DL1530| DL1533 DODDRIDGE FIRE TOWER 6 AFC          APPROX.14.9 KM 0224525.7 |
 DL1530| CX6291 SPEARMAN RM 1                       163.848 METERS 04851     |
 DL1530| CX6290 SPEARMAN AZ MK                                     1065328.1 |
 DL1530| CQ3319 MIRA FIRE TOWER KKA 420 LFC         APPROX. 9.8 KM 1540014.9 |
 DL1530| CX6292 SPEARMAN RM 2                        34.480 METERS 29108     |
 DL1530| CX6293 SPEARMAN RM 3                        32.461 METERS 29117     |
 DL1530|---------------------------------------------------------------------|
 DL1530
 DL1530                          SUPERSEDED SURVEY CONTROL
 DL1530
 DL1530  NAD 83(1992)-  33 00 34.72404(N)    093 57 09.84774(W) AD(       ) 1
 DL1530  NAD 83(1992)-  33 00 34.72740(N)    093 57 09.84153(W) AD(       ) 1
 DL1530  NAD 83(1986)-  33 00 34.72804(N)    093 57 09.84089(W) AD(       ) 1
 DL1530  NAD 27      -  33 00 34.24600(N)    093 57 09.19000(W) AD(       ) 1
 DL1530  NGVD 29 (07/19/86)  115.14   (m)          377.8    (f) LEVELING    3  
 DL1530
 DL1530.Superseded values are not recommended for survey control.
 DL1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1530.See file dsdata.txt to determine how the superseded data were derived.
 DL1530
 DL1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1100752759(NAD 83)
 DL1530_MARKER: DS = TRIANGULATION STATION DISK
 DL1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1530_STAMPING: SPEARMAN 1930 1050
 DL1530
 DL1530  HISTORY     - Date     Condition        Report By
 DL1530  HISTORY     - 1950     MONUMENTED       CGS
 DL1530  HISTORY     - 1956     GOOD             CGS
 DL1530
 DL1530                          STATION DESCRIPTION
 DL1530
 DL1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1530'THE STATION WAS RECOVERED AND REFERENCE MARK NO. 1 WAS FOUND
 DL1530'AS DESCRIBED AND IS IN GOOD CONDITION.  THE STATION SURFACE
 DL1530'MARK AND REFERENCE MARK NO. 2 WERE FOUND TO BE DISTURBED.
 DL1530'THE STATION SURFACE MARK WAS PLUMBED IN OVER THE UNDERGROUND
 DL1530'STATION MARK.  A NEW REFERENCE MARK NO. 3 AND AN AZIMUTH
 DL1530'MARK WERE ESTABLISHED.
 DL1530'
 DL1530'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DL1530'
 DL1530'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL ABOUT
 DL1530'3.5 MILES NORTHEAST OF RODESSA, 3.5 MILES WEST OF IDA AND
 DL1530'ABOUT 0.5 OF A MILE SOUTH OF THE LOUISIANA-ARKANSAS STATE
 DL1530'LINE.  IT IS 21.0 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 DL1530'AND 4.0 FEET EAST OF A WITNESS POST.  THE SURFACE STATION
 DL1530'MARK HAD BEEN TILTED BY GRADING MACHINERY AND WAS PLUMBED
 DL1530'IN OVER THE UNDERGROUND STATION MARK.  IT PROJECTS 3 INCHES
 DL1530'AND IS STAMPED SPEARMAN 1930 1950.
 DL1530'
 DL1530'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHEAST SLOPE OF
 DL1530'THE HILL ABOUT 5.0 FEET BELOW THE ELEVATION OF THE STATION.
 DL1530'IT IS 210.0 FEET NORTH OF THE CENTER OF A TRACK ROAD.  IT
 DL1530'PROJECTS 4 INCHES AND IS STAMPED SPEARMAN NO 1 1930.
 DL1530'
 DL1530'REFERENCE MARK NO. 3 IS ABOUT THE SAME ELEVATION AS THE
 DL1530'STATION.  IT IS 178.0 FEET SOUTH OF A TRACK ROAD.  IT PROJECTS
 DL1530'5 INCHES AND IS STAMPED SPEARMAN NO 3 1950.
 DL1530'
 DL1530'THE AZIMUTH MARK IS 19.0 FEET WEST OF THE CENTER OF A GRADED
 DL1530'ROAD, 2.0 FEET NORTH OF A FENCE CORNER, AND 1.0 FOOT NORTH
 DL1530'OF AN EAST-WEST FENCE, AND 1.0 FOOT NORTH OF A WITNESS POST.
 DL1530'IT PROJECTS 4 INCHES AND IS STAMPED SPEARMAN 1950.
 DL1530'
 DL1530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DL1530'NO. 71 AND STATE HIGHWAY NO. 991 IN IDA, GO WESTERLY ON
 DL1530'STATE HIGHWAY NO. 991 FOR 3.1 MILES TO A CROSSROAD, TURN
 DL1530'RIGHT AND GO NORTHERLY ON A DIRT ROAD FOR 0.85 MILE TO A
 DL1530'FENCE CORNER ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT
 DL1530'AS DESCRIBED, CONTINUE NORTHERLY ON DIRT ROAD FOR 0.2 MILE
 DL1530'TO A FORK, TAKE LEFT FORK FOR 0.15 MILE, TURN LEFT AND GO
 DL1530'0.1 MILE TO A TRACK ROAD RIGHT, TURN RIGHT ON TRACK ROAD
 DL1530'AND GO 0.1 MILE TO THE TOP OF THE HILL AND THE STATION AS
 DL1530'DESCRIBED.
 DL1530
 DL1530                          STATION RECOVERY (1956)
 DL1530
 DL1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DL1530'THE STATION AND REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 DL1530'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DL1530'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2893 ***********************************************************************
 CQ2893  DESIGNATION -  SPEARSVILLE LOOKOUT TOWER LFC
 CQ2893  PID         -  CQ2893
 CQ2893  STATE/COUNTY-  LA/UNION
 CQ2893  USGS QUAD   -  SPEARSVILLE (1985)
 CQ2893
 CQ2893                         *CURRENT SURVEY CONTROL
 CQ2893  ___________________________________________________________________
 CQ2893* NAD 83(1992)-  32 54 01.43769(N)    092 33 58.76072(W)     ADJUSTED  
 CQ2893* NAVD 88     -                                                        
 CQ2893  ___________________________________________________________________
 CQ2893  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CQ2893  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2893
 CQ2893  HORZ ORDER  -  THIRD
 CQ2893
 CQ2893.The horizontal coordinates were established by classical geodetic methods
 CQ2893.and adjusted by the National Geodetic Survey in September 1999..
 CQ2893
 CQ2893
 CQ2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2893
 CQ2893.The geoid height was determined by GEOID03.
 CQ2893
 CQ2893;                    North         East     Units Scale Factor Converg.
 CQ2893;SPC LA N     -   266,160.681   993,794.620   MT  1.00006165   -0 02 06.2
 CQ2893;SPC LA N     -   873,228.83  3,260,474.52   sFT  1.00006165   -0 02 06.2
 CQ2893;SPC AR S     -   426,071.695   347,010.270   MT  1.00011257   -0 19 01.1
 CQ2893;SPC AR S     - 1,397,870.22  1,138,482.86   sFT  1.00011257   -0 19 01.1
 CQ2893;UTM  15      - 3,640,328.671   540,557.970   MT  0.99962028   +0 14 08.0
 CQ2893
 CQ2893                          SUPERSEDED SURVEY CONTROL
 CQ2893
 CQ2893  NAD 83(1992)-  32 54 01.44583(N)    092 33 58.75072(W) AD(       ) 4
 CQ2893  NAD 83(1986)-  32 54 01.45065(N)    092 33 58.75216(W) AD(       ) 4
 CQ2893  NAD 27      -  32 54 00.95100(N)    092 33 58.20400(W) AD(       ) 3
 CQ2893
 CQ2893.Superseded values are not recommended for survey control.
 CQ2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2893.See file dsdata.txt to determine how the superseded data were derived.
 CQ2893
 CQ2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4055840329(NAD 83)
 CQ2893_MARKER: 57 = LOOKOUT TOWER
 CQ2893
 CQ2893  HISTORY     - Date     Condition        Report By
 CQ2893  HISTORY     - 1952     FIRST OBSERVED   CGS
 CQ2893
 CQ2893                          STATION DESCRIPTION
 CQ2893
 CQ2893'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2893'THE TOWER IS ABOUT 13 MILES NORTHWEST OF FARMERVILLE, 8
 CQ2893'MILES NORTHEAST OF BERNICE, AND 7 MILES SOUTHEAST OF SPEARSVILLE.
 CQ2893'
 CQ2893'IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 115 FEET HIGH WITH
 CQ2893'A GLASS-ENCLOSED CABIN ON THE TOP.
 CQ2893'
 CQ2893'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5068 ***********************************************************************
 AE5068  DESIGNATION -  SPEED RESET
 AE5068  PID         -  AE5068
 AE5068  STATE/COUNTY-  LA/RAPIDES
 AE5068  USGS QUAD   -  BOYCE (1992)
 AE5068
 AE5068                         *CURRENT SURVEY CONTROL
 AE5068  ___________________________________________________________________
 AE5068* NAD 83(1992)-  31 24 24.75779(N)    092 43 10.30776(W)     ADJUSTED  
 AE5068* NAVD 88     -        44.0    (meters)     144.     (feet)  VERTCON   
 AE5068  ___________________________________________________________________
 AE5068  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AE5068  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AE5068
 AE5068  HORZ ORDER  -  SECOND
 AE5068
 AE5068.The horizontal coordinates were established by classical geodetic methods
 AE5068.and adjusted by the National Geodetic Survey in January 1993..
 AE5068
 AE5068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5068
 AE5068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5068
 AE5068.The geoid height was determined by GEOID03.
 AE5068
 AE5068;                    North         East     Units Scale Factor Converg.
 AE5068;SPC LA N     -   100,571.996   979,124.473   MT  0.99995422   -0 06 57.8
 AE5068;SPC LA N     -   329,959.96  3,212,344.21   sFT  0.99995422   -0 06 57.8
 AE5068;UTM  15      - 3,474,729.574   526,661.062   MT  0.99960877   +0 08 46.2
 AE5068
 AE5068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5068!SPC LA N     -   0.99999720  x   0.99995422  =   0.99995142
 AE5068!UTM  15      -   0.99999720  x   0.99960877  =   0.99960597
 AE5068
 AE5068:                Primary Azimuth Mark                     Grid Az
 AE5068:SPC LA N     -  SPEED AZ MK                              058 02 29.9
 AE5068:UTM  15      -  SPEED AZ MK                              057 46 45.9
 AE5068
 AE5068|---------------------------------------------------------------------|
 AE5068| PID    Reference Object                     Distance      Geod. Az  |
 AE5068|                                                           dddmmss.s |
 AE5068| CY5570 SPEED AZ MK                                        0575532.1 |
 AE5068| CY5572 SPEED RM 1                           16.638 METERS 06308     |
 AE5068| CY5574 SPEED RM 3                           20.390 METERS 08941     |
 AE5068| CY5575 SPEED RM 4                           12.251 METERS 17452     |
 AE5068| CY5573 SPEED RM 2                           15.435 METERS 24658     |
 AE5068| CW9813 F 3759 RESET                                       2584459.3 |
 AE5068| CY5571 SPEED AZ MK 2                                      2604438.4 |
 AE5068| BX2715 SPEED A PT                            5.066 METERS 30243     |
 AE5068|---------------------------------------------------------------------|
 AE5068
 AE5068                          SUPERSEDED SURVEY CONTROL
 AE5068
 AE5068  NAD 83(1986)-  31 24 24.77897(N)    092 43 10.30254(W) AD(       ) 2
 AE5068  NAD 27      -  31 24 24.14476(N)    092 43 09.77362(W) AD(       ) 2
 AE5068  NGVD 29 (07/19/86)   44.0    (m)          144.     (f) VERT ANG       
 AE5068
 AE5068.Superseded values are not recommended for survey control.
 AE5068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5068.See file dsdata.txt to determine how the superseded data were derived.
 AE5068
 AE5068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2666174730(NAD 83)
 AE5068_MARKER: DD = SURVEY DISK
 AE5068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE5068_STAMPING: SPEED 1968 1972 1977
 AE5068_MARK LOGO: LADTD 
 AE5068_PROJECTION: RECESSED 1 CENTIMETERS
 AE5068
 AE5068  HISTORY     - Date     Condition        Report By
 AE5068  HISTORY     - 1977     MONUMENTED       LADTD
 AE5068  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 AE5068
 AE5068                          STATION DESCRIPTION
 AE5068
 AE5068'DESCRIBED BY LA TRANSP AND DEV 1977 (RJT)
 AE5068'THE STATION WAS VISITED 4-26-77 AND THE STATION UNDERGROUND MARK,
 AE5068'REFERENCE MARK 3, REFERENCE MARK 4, THE AZIMUTH MARK AND F 3759 RESET
 AE5068'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK HAD BEEN
 AE5068'DESTROYED.  A NEW SURFACE MARK WAS SET OVER THE UNDERGROUND STATION
 AE5068'MARK THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AE5068'
 AE5068'THE STATION IS LOCATED 1.2 MILES WEST-NORTHWEST OF ZIMMERMAN, ABOUT
 AE5068'16 MILES NORTH OF ALEXANDRIA AND ABOUT 0.4 MILE WEST OF THE JUNCTION
 AE5068'OF STATE HIGHWAYS 1 AND 8.  THE MARK IS ON HIGHWAY PROPERTY.
 AE5068'
 AE5068'TO REACH THE STATION FROM THE VILLAGE OF ZIMMERMAN, GO WEST ALONG OLD
 AE5068'STATE HIGHWAY 1 FOR 0.7 MILES TO THE JUNCTION WITH STATE HIGHWAYS 8,
 AE5068'TURN LEFT AND GO SOUTHWEST ON HIGHWAY 8 TO ITS JUNCTION WITH NEW
 AE5068'STATE HIGHWAY 1, CONTINUE SOUTHWEST ALONG HIGHWAY 8 FOR 0.4 MILES TO
 AE5068'THE STATION ON THE LEFT AND SOUTH OF THE HIGHWAY.
 AE5068'
 AE5068'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 AE5068'DISK STAMPED---SPEED 1968 1972 1977---SET INTO THE TOP OF A ROUND
 AE5068'CONCRETE MONUMENT 12 CM (4.7 INCHES) IN DIAMETER RECESSED 1 CM (0.4
 AE5068'INCH) BELOW THE GROUND LOCATED 65.5 METERS (215 FEET) ESE FROM THE
 AE5068'CENTER OF A DRIVEWAY LEADING TO A HOUSE, 60.4 METERS (198 FEET) WNW
 AE5068'FROM THE CENTER OF A ROAD LEADING SOUTH, AND 9.4 METERS (31 FEET) SE
 AE5068'FROM THE CENTER OF HIGHWAY 8.
 AE5068'
 AE5068'REFERENCE MARK NO. 3 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 AE5068'DEVELOPMENT DISK STAMPED---SPEED 1968 NO 3 1972---SET INTO THE TOP
 AE5068'OF A ROUND CONCRETE MONUMENT 12 CM (4.7 INCHES) IN DIAMETER
 AE5068'PROJECTING 4 CM (1.6 INCHES) ABOVE THE GROUND LOCATED 35.1 METERS
 AE5068'(115 FEET) WNW FROM A TRACK ROAD LEADING SOUTHEAST AND 0.3 METER (1
 AE5068'FOOT) SE FROM A METAL WITNESS POST.
 AE5068'
 AE5068'REFERENCE MARK NO. 4 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 AE5068'DEVELOPMENT DISK STAMPED---SPEED 1968 NO 4 1972---SET INTO THE TOP
 AE5068'OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING
 AE5068'5 CM (2 INCHES) ABOVE THE GROUND LOCATED 57.9 METERS (190 FEET) WNW
 AE5068'FROM THE CENTER OF THE TRACK ROAD, 20.7 METERS (68 FEET) SE FROM THE
 AE5068'CENTER OF HIGHWAY 8, AND 0.3 METER (1 FOOT) SE FROM A METAL WITNESS
 AE5068'POST.
 AE5068'
 AE5068'AZIMUTH MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 AE5068'DEVELOPMENT DISK STAMPED---SPEED AZ NO 1 1968---SET INTO THE TOP OF
 AE5068'A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 15
 AE5068'CM (6 INCHES) ABOVE THE GROUND LOCATED 17.1 METERS (56 FEET) E FROM
 AE5068'THE CENTER OF THE HIGHWAY, 0.9 METER (3 FEET) E FROM THE EDGE OF AN
 AE5068'EMBANKMENT, 41.5 METERS (136 FEET) W FROM THE RIGHT-OF-WAY OF THE
 AE5068'HUMBLE OIL CO. GAS LINE, AND 0.3 METER (1 FOOT) E FROM A METAL
 AE5068'WITNESS POST.
 AE5068'
 AE5068'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE HIGHWAY
 AE5068'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AE5068'
 AE5068'F 3759 RESET (LA.GEOD.S.) IS 0.5 MILE WEST OF THE STATION, IN LINE
 AE5068'WITH A ROW OF POLES TO THE EAST, 27 FEET FROM THE CENTER OF A DIRT
 AE5068'ROAD LEADING SOUTH, 80 FEET SOUTH OF THE CENTER OF THE ROAD, 83.6
 AE5068'FEET WEST OF A POWER POLE, 64 FEET NORTHEAST OF A 2-FOOT PINE TREE
 AE5068'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A LOUISIANA GEODETIC
 AE5068'SURVEY DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH
 AE5068'WITH THE GROUND.
 AE5068
 AE5068                          STATION RECOVERY (1999)
 AE5068
 AE5068'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE5068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3050 ***********************************************************************
 BX3050  DESIGNATION -  SPIDER
 BX3050  PID         -  BX3050
 BX3050  STATE/COUNTY-  LA/DE SOTO
 BX3050  USGS QUAD   -  HUNTER (1984)
 BX3050
 BX3050                         *CURRENT SURVEY CONTROL
 BX3050  ___________________________________________________________________
 BX3050* NAD 83(1992)-  31 58 58.67599(N)    093 46 59.49464(W)     ADJUSTED  
 BX3050* NAVD 88     -        95.1    (meters)     312.     (feet)  VERTCON   
 BX3050  ___________________________________________________________________
 BX3050  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BX3050  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX3050
 BX3050  HORZ ORDER  -  SECOND
 BX3050
 BX3050.The horizontal coordinates were established by classical geodetic methods
 BX3050.and adjusted by the National Geodetic Survey in February 1996..
 BX3050
 BX3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3050
 BX3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3050
 BX3050.The geoid height was determined by GEOID03.
 BX3050
 BX3050;                    North         East     Units Scale Factor Converg.
 BX3050;SPC LA N     -   165,141.618   878,737.749   MT  0.99991539   -0 40 42.3
 BX3050;SPC LA N     -   541,802.13  2,882,992.10   sFT  0.99991539   -0 40 42.3
 BX3050;UTM  15      - 3,538,815.422   426,008.546   MT  0.99966752   -0 24 53.5
 BX3050
 BX3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3050!SPC LA N     -   0.99998910  x   0.99991539  =   0.99990449
 BX3050!UTM  15      -   0.99998910  x   0.99966752  =   0.99965662
 BX3050
 BX3050:                Primary Azimuth Mark                     Grid Az
 BX3050:SPC LA N     -  MANSFIELD RAD STA KDXI MAST              045 05 07.5
 BX3050:UTM  15      -  MANSFIELD RAD STA KDXI MAST              044 49 18.7
 BX3050
 BX3050|---------------------------------------------------------------------|
 BX3050| PID    Reference Object                     Distance      Geod. Az  |
 BX3050|                                                           dddmmss.s |
 BX3050| CQ3164 MANSFIELD RAD STA KDXI MAST         APPROX. 6.0 KM 0442425.2 |
 BX3050| CQ3160 MANSFIELD MUN NE TANK               APPROX.11.0 KM 0544707.2 |
 BX3050| CV8393 SPIDER RM 1                          57.004 METERS 09135     |
 BX3050| CV8394 SPIDER RM 2                          27.155 METERS 17455     |
 BX3050| BX3049 HUNTER RESET                        APPROX. 9.5 KM 2241854.5 |
 BX3050| BX3051 HUNTER LOOKOUT TOWER                APPROX. 8.8 KM 2264951.2 |
 BX3050|---------------------------------------------------------------------|
 BX3050
 BX3050                          SUPERSEDED SURVEY CONTROL
 BX3050
 BX3050  NAD 83(1992)-  31 58 58.67716(N)    093 46 59.49438(W) AD(       ) 2
 BX3050  NAD 83(1986)-  31 58 58.68459(N)    093 46 59.49054(W) AD(       ) 2
 BX3050  NAD 27      -  31 58 58.08948(N)    093 46 58.82559(W) AD(       ) 2
 BX3050  NGVD 29 (07/19/86)   95.2    (m)          312.     (f) VERT ANG       
 BX3050
 BX3050.Superseded values are not recommended for survey control.
 BX3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3050.See file dsdata.txt to determine how the superseded data were derived.
 BX3050
 BX3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR2600938815(NAD 83)
 BX3050_MARKER: DS = TRIANGULATION STATION DISK
 BX3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3050
 BX3050  HISTORY     - Date     Condition        Report By
 BX3050  HISTORY     - 1969     MONUMENTED       CGS
 BX3050  HISTORY     - 19970208 GOOD             USPSQD
 BX3050
 BX3050                          STATION DESCRIPTION
 BX3050
 BX3050'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX3050'THE STATION IS ABOUT 7-3/4 MILES SOUTHEAST OF GRAND CANE, 6-3/4
 BX3050'MILES EAST-NORTHEAST OF STANLEY AND 5-1/2 MILES SOUTHWEST OF
 BX3050'MANSFIELD.  IT IS ON THE PROPERTY OWNED BY MR. H.D. NORRIS WHO
 BX3050'LIVES AT 415 EAST LANE IN VIVIAN, LOUISIANA AND IS ON THE NORTH
 BX3050'SIDE OF U.S. HIGHWAY 84.
 BX3050'
 BX3050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 BX3050'171 IN MANSFIELD, GO SOUTHWESTERLY ON U.S. HIGHWAY 84 FOR 5.0
 BX3050'MILES TO THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 481,
 BX3050'CONTINUE AHEAD WESTERLY ON U.S. 84 FOR 0.55 MILES TO A SLOPEING
 BX3050'BANK ON THE RIGHT AND THE STATION ALSO ON THE RIGHT IN THE WOODS.
 BX3050'
 BX3050'THE STATION MARK IS A STANDARD DISK, STAMPED SPIDER 1969, SET IN
 BX3050'THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 4 INCHES
 BX3050'ABOVE THE GROUND.  IT IS 126 FEET NORTH OF THE CENTERLINE OF
 BX3050'U.S. HIGHWAY 84, 21 FEET SOUTH OF A 15-INCH PINE TREE WITH A
 BX3050'TRIANGULAR BLAZE AND 2 FEET EAST OF A METAL WITNESS POST.
 BX3050'
 BX3050'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPIDER NO 1 1969
 BX3050'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 4
 BX3050'INCHES ABOVE THE GROUND.  IT IS 61 FEET SOUTH OF THE CENTERLINE OF
 BX3050'U.S. 84, 45 FEET NORTHWEST OF A TELEPHONE POLE AND 0.5 FEET
 BX3050'NORTH-NORTHWEST OF A FENCELINE.
 BX3050'
 BX3050'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPIDER NO 2 1969
 BX3050'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST, THAT PROJECTS 5
 BX3050'INCHES ABOVE THE GROUND.  IT IS 107 FEET NORTH-NORTHWEST OF THE
 BX3050'CENTERLINE OF U.S. 84, 92 FEET EAST OF A METAL WITNESS POST AND
 BX3050'57.5 FEET SOUTH OF A 10-INCH PINE TREE WITH TWO TRUNKS.
 BX3050'
 BX3050'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 BX3050'
 BX3050'NOT ABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO TALL
 BX3050'TREES AND HEAVY BRUSH ON LINE.
 BX3050'
 BX3050'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 BX3050
 BX3050                          STATION RECOVERY (1997)
 BX3050
 BX3050'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0288 ***********************************************************************
 BX0288  DESIGNATION -  SPIKE
 BX0288  PID         -  BX0288
 BX0288  STATE/COUNTY-  LA/WINN
 BX0288  USGS QUAD   -  OLLA WEST (1984)
 BX0288
 BX0288                         *CURRENT SURVEY CONTROL
 BX0288  ___________________________________________________________________
 BX0288* NAD 83(1986)-  31 53 54.     (N)    092 21 10.     (W)     SCALED    
 BX0288* NAVD 88     -        33.61   (+/-2cm)     110.3    (feet)  VERTCON   
 BX0288  ___________________________________________________________________
 BX0288  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0288
 BX0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0288
 BX0288.The horizontal coordinates were scaled from a topographic map and have
 BX0288.an estimated accuracy of +/- 6 seconds.
 BX0288
 BX0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0288.The vertical order pertains to the NGVD 29 superseded value.
 BX0288
 BX0288.The geoid height was determined by GEOID03.
 BX0288
 BX0288;                    North         East    Units  Estimated Accuracy
 BX0288;SPC LA N     -   155,050.    1,013,930.      MT  (+/- 180 meters Scaled)
 BX0288
 BX0288                          SUPERSEDED SURVEY CONTROL
 BX0288
 BX0288  NGVD 29 (??/??/??)   33.626  (m)          110.32   (f) ADJUSTED    2 0
 BX0288
 BX0288.Superseded values are not recommended for survey control.
 BX0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0288.See file dsdata.txt to determine how the superseded data were derived.
 BX0288
 BX0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR612293(NAD 83)
 BX0288_MARKER: S = SPIKE
 BX0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0288_SP_SET: OAK TREE
 BX0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0288
 BX0288  HISTORY     - Date     Condition        Report By
 BX0288  HISTORY     - UNK      MONUMENTED       CGS
 BX0288  HISTORY     - 1950     GOOD             CGS
 BX0288
 BX0288                          STATION DESCRIPTION
 BX0288
 BX0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0288'20.1 MI E FROM WINNFIELD.
 BX0288'6.5 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX0288'THENCE 10.8 MILES EAST ALONG STATE HIGHWAY 6, THENCE 0.2 MILE
 BX0288'SOUTHEAST ALONG A DIRT ROAD, THENCE 1.8 MILES SOUTH ALONG A DIRT ROAD,
 BX0288'THENCE 0.8 MILE EAST ALONG A DIRT ROAD.  A RAILROAD SPIKE DRIVEN
 BX0288'VERTICALLY IN THE EAST SIDE OF THE BASE OF A 12 INCH OAK TREE, 24.7
 BX0288'FEET SOUTH OF THE HEAD OF A RAILROAD SPIKE DRIVEN IN THE CENTER OF A
 BX0288'TRIANGULAR BLAZE WHICH IS ON THE SOUTHEAST SIDE OF AN 8 INCH PINE
 BX0288'TREE, 15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH
 BX0288'OF THE HEAD OF A RAILROAD SPIKE WHICH IS DRIVEN IN THE CENTER OF A
 BX0288'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF AN 8 INCH PINE TREE, 3.8
 BX0288'FEET BELOW THE CENTER OF A TRIANGULAR BLAZE WHICH IS ON THE EAST SIDE
 BX0288'OF THE 12 INCH OAK TREE IN WHICH THE MARK IS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1416 ***********************************************************************
 AT1416  DESIGNATION -  SPIKE
 AT1416  PID         -  AT1416
 AT1416  STATE/COUNTY-  LA/PLAQUEMINES
 AT1416  USGS QUAD   -  SOUTH OF SOUTH PASS (1971)
 AT1416
 AT1416                         *CURRENT SURVEY CONTROL
 AT1416  ___________________________________________________________________
 AT1416* NAD 83(1986)-  28 59 16.     (N)    089 08 33.     (W)     SCALED    
 AT1416* NAVD 88     -         1.428  (meters)       4.68   (feet)  READJUSTED
 AT1416  ___________________________________________________________________
 AT1416  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AT1416  DYNAMIC HT  -           1.430 (meters)       4.69  (feet)  COMP
 AT1416  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 AT1416
 AT1416  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT1416
 AT1416.The horizontal coordinates were scaled from a topographic map and have
 AT1416.an estimated accuracy of +/- 6 seconds.
 AT1416
 AT1416.The orthometric height was determined by differential leveling
 AT1416.and adjusted by the National Geodetic Survey in February 1994..
 AT1416.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT1416.distribution rate of 0.0 thru 1.0 mm/km.
 AT1416.The height was derived from older observations constrained to new
 AT1416.heights in a crustal motion area.  The height is approximate in
 AT1416.relation to other heights in its vicinity.
 AT1416
 AT1416.The geoid height was determined by GEOID03.
 AT1416
 AT1416.The dynamic height is computed by dividing the NAVD 88
 AT1416.geopotential number by the normal gravity value computed on the
 AT1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1416.degrees latitude (g = 980.6199 gals.).
 AT1416
 AT1416.The modeled gravity was interpolated from observed gravity values.
 AT1416
 AT1416;                    North         East    Units  Estimated Accuracy
 AT1416;SPC LA S     -    56,110.    1,213,500.      MT  (+/- 180 meters Scaled)
 AT1416
 AT1416                          SUPERSEDED SURVEY CONTROL
 AT1416
 AT1416.No superseded survey control is available for this station.
 AT1416
 AT1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT912085(NAD 83)
 AT1416_MARKER: S = SPIKE
 AT1416_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 AT1416_SP_SET: RAILROAD SPIKE IN POLE
 AT1416_MARK LOGO: NONE  
 AT1416_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1416+STABILITY: SURFACE MOTION
 AT1416
 AT1416  HISTORY     - Date     Condition        Report By
 AT1416  HISTORY     - 1980     MONUMENTED       NGS
 AT1416
 AT1416                          STATION DESCRIPTION
 AT1416
 AT1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AT1416'ABOUT 24.3 MI (39.1 KM) SOUTH-SOUTHEAST OF VENICE, OR 2.5 MI (4.0 KM)
 AT1416'SOUTHEAST ALONG THE BANK OF SOUTH PASS FROM THE LIGHTHOUSE AT PORT
 AT1416'EADS, ON THE WEST SIDE OF SOUTH PASS AT THE MISSISSIPPI RIVER PILOTS
 AT1416'ASSOCIATION DOCK AND LIVING QUARTERS BUILDING, NEAR THE ENTRANCE FROM
 AT1416'THE GULF OF MEXICO, RAILROAD SPIKE DRIVEN INTO A 16-INCH DIAMETER
 AT1416'POLE ABOUT 20 FEET (6.1 M) HIGH WITH AN ANTENNA AND A ROD ATTACHED AT
 AT1416'THE TOP OF THE POLE, AT THE SOUTHWEST CORNER OF THE PILOTS BUILDING
 AT1416'AND ABOUT .24 MI (0.39 KM) NORTH OF THE ABANDON US COAST GAURD
 AT1416'STATION.  THE SPIKE PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0518 ***********************************************************************
 AT0518  DESIGNATION -  SPIKE USE
 AT0518  PID         -  AT0518
 AT0518  STATE/COUNTY-  LA/PLAQUEMINES
 AT0518  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0518
 AT0518                         *CURRENT SURVEY CONTROL
 AT0518  ___________________________________________________________________
 AT0518* NAD 83(1986)-  28 54 41.     (N)    089 25 21.     (W)     SCALED    
 AT0518* NAVD 88     -         0.22   (+/-2cm)       0.7    (feet)  VERTCON   
 AT0518  ___________________________________________________________________
 AT0518  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AT0518
 AT0518  VERT ORDER  -  ? (See Below)
 AT0518
 AT0518.The horizontal coordinates were scaled from a topographic map and have
 AT0518.an estimated accuracy of +/- 6 seconds.
 AT0518
 AT0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0518.The vertical order pertains to the NGVD 29 superseded value.
 AT0518
 AT0518.The geoid height was determined by GEOID03.
 AT0518
 AT0518;                    North         East    Units  Estimated Accuracy
 AT0518;SPC LA S     -    47,160.    1,186,360.      MT  (+/- 180 meters Scaled)
 AT0518
 AT0518                          SUPERSEDED SURVEY CONTROL
 AT0518
 AT0518  NGVD 29 (??/??/??)    0.290  (m)            0.95   (f) ADJUSTED    ?  
 AT0518
 AT0518.Superseded values are not recommended for survey control.
 AT0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0518.See file dsdata.txt to determine how the superseded data were derived.
 AT0518
 AT0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT638005(NAD 83)
 AT0518_MARKER: S = SPIKE
 AT0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AT0518_SP_SET: DIKE
 AT0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0518
 AT0518  HISTORY     - Date     Condition        Report By
 AT0518  HISTORY     - UNK      MONUMENTED       USE
 AT0518  HISTORY     - 1971     GOOD             NGS
 AT0518
 AT0518                          STATION DESCRIPTION
 AT0518
 AT0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0518'4.1 MI SW FROM BURRWOOD.
 AT0518'ABOUT 3.1 MILES SOUTHWEST ALONG THE SOUTHEAST BANK OF SOUTHWEST PASS
 AT0518'FROM THE ABANDONED LIGHTHOUSE AT BURRWOOD, THENCE 1.0 MILE SOUTHWEST
 AT0518'ALONG A RIP RAP, ABOUT 0.3 MILE SOUTHWEST OF THE OLD PILOT HOUSE,
 AT0518'ABOUT 1/2 MILE NORTHEAST OF THE COAST GUARD STATION AT SOUTHWEST PASS,
 AT0518'ABOUT 350 FEET NORTHWEST OF THE RIP RAP, ALONG A NORTHWEST-SOUTHEAST
 AT0518'BULKHEAD, (LOCALLY REFERRED TO AS A DIKE BY THE US ENGINEERS) ABOUT
 AT0518'200 FEET SOUTHEAST OF AN AUTOMATIC TIDE GAUGE MAINTANED BY THE NEW
 AT0518'ORLEANS DISTRICT OF THE CORP OF ENGINEERS, ABOUT 6 FEET NORTHEAST OF
 AT0518'BENCH MARK PBM EAST JETTY USE DESCRIBED, A COPPER BOLT DRIVEN IN THE
 AT0518'TOP OF A PILING IN THE DIKE AND ABOUT 1 1/2 FEET ABOVE THE WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3004 ***********************************************************************
 AU3004  DESIGNATION -  SPIT
 AU3004  PID         -  AU3004
 AU3004  STATE/COUNTY-  LA/TERREBONNE
 AU3004  USGS QUAD   -  JACKO BAY (1994)
 AU3004
 AU3004                         *CURRENT SURVEY CONTROL
 AU3004  ___________________________________________________________________
 AU3004* NAD 83(1992)-  29 14 48.04431(N)    090 27 51.59037(W)     ADJUSTED  
 AU3004* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3004  **This station is located in a subsidence area (see below).
 AU3004  ___________________________________________________________________
 AU3004  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AU3004  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AU3004
 AU3004  HORZ ORDER  -  THIRD
 AU3004
 AU3004.The horizontal coordinates were established by classical geodetic methods
 AU3004.and adjusted by the National Geodetic Survey in January 1993..
 AU3004
 AU3004 ** The orthometric height has not been validated since last determined
 AU3004 ** by differential leveling and should not be used for control purposes.
 AU3004 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3004 ** area with valid NAVD 88 orthometric heights.
 AU3004 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3004 ** epoch indicated which incorporates improved geoid heights for the
 AU3004 ** Southern Louisiana Subsidence area.
 AU3004 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3004.The orthometric height was scaled from a topographic map.
 AU3004
 AU3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3004
 AU3004.The geoid height was determined by GEOID03.
 AU3004
 AU3004;                    North         East     Units Scale Factor Converg.
 AU3004;SPC LA S     -    83,087.807 1,084,473.028   MT  1.00001171   +0 26 04.2
 AU3004;SPC LA S     -   272,597.25  3,557,975.26   sFT  1.00001171   +0 26 04.2
 AU3004;UTM  15      - 3,237,981.284   746,427.699   MT  1.00034940   +1 14 22.1
 AU3004
 AU3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3004!SPC LA S     -   1.00000382  x   1.00001171  =   1.00001553
 AU3004!UTM  15      -   1.00000382  x   1.00034940  =   1.00035322
 AU3004
 AU3004|---------------------------------------------------------------------|
 AU3004| PID    Reference Object                     Distance      Geod. Az  |
 AU3004|                                                           dddmmss.s |
 AU3004| DD8102 SPIT RM 1                            21.380 METERS 11737     |
 AU3004| DD8103 SPIT RM 2                            21.140 METERS 20159     |
 AU3004| AU2999 TERREBONNE                          APPROX. 4.1 KM 2240321.8 |
 AU3004|---------------------------------------------------------------------|
 AU3004
 AU3004                          SUPERSEDED SURVEY CONTROL
 AU3004
 AU3004  NAD 83(1986)-  29 14 48.06192(N)    090 27 51.60055(W) AD(       ) 3
 AU3004  NAD 27      -  29 14 47.24300(N)    090 27 51.29300(W) AD(       ) 3
 AU3004
 AU3004.Superseded values are not recommended for survey control.
 AU3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3004.See file dsdata.txt to determine how the superseded data were derived.
 AU3004
 AU3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4642837981(NAD 83)
 AU3004_MARKER: DS = TRIANGULATION STATION DISK
 AU3004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3004_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3004
 AU3004  HISTORY     - Date     Condition        Report By
 AU3004  HISTORY     - 1934     MONUMENTED       CGS
 AU3004  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3004
 AU3004                          STATION DESCRIPTION
 AU3004
 AU3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3004'STATION IS ON A NARROW SPIT ON THE E SIDE OF LAKE BARRE,
 AU3004'IMMEDIATELY S OF A SMALL OPENING INTO THE BAYOUS TO THE E,
 AU3004'AND S OF A SMALL NARROW ISLAND.
 AU3004'
 AU3004'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3004'SET IN CONCRETE IN THE TOP OF TILES.
 AU3004'
 AU3004'REFERENCE MARK NO. 1 IS 21.38 METERS (70.1 FEET) FROM THE
 AU3004'STATION S 62 DEG 23 MIN E.
 AU3004'
 AU3004'REFERENCE MARK NO. 2 IS 21.14 METERS (69.4 FEET) FROM THE
 AU3004'STATION S 21 DEG 59 MIN W.
 AU3004
 AU3004                          STATION RECOVERY (1952)
 AU3004
 AU3004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3004'STATION IS LOST THROUGH THE EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0995 ***********************************************************************
 AT0995  DESIGNATION -  SPOIL
 AT0995  PID         -  AT0995
 AT0995  STATE/COUNTY-  LA/ST BERNARD
 AT0995  USGS QUAD   -  LAKE ELOI (1994)
 AT0995
 AT0995                         *CURRENT SURVEY CONTROL
 AT0995  ___________________________________________________________________
 AT0995* NAD 83(1992)-  29 45 04.54839(N)    089 29 03.53514(W)     ADJUSTED  
 AT0995* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 AT0995  ___________________________________________________________________
 AT0995  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AT0995  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AT0995
 AT0995  HORZ ORDER  -  SECOND
 AT0995
 AT0995.The horizontal coordinates were established by classical geodetic methods
 AT0995.and adjusted by the National Geodetic Survey in May 1994..
 AT0995
 AT0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0995
 AT0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0995
 AT0995.The geoid height was determined by GEOID03.
 AT0995
 AT0995;                    North         East     Units Scale Factor Converg.
 AT0995;SPC LA S     -   140,138.672 1,178,828.745   MT  0.99993518   +0 55 28.3
 AT0995;SPC LA S     -   459,771.63  3,867,540.64   sFT  0.99993518   +0 55 28.3
 AT0995;UTM  16      - 3,293,809.441   259,759.777   MT  1.00031217   -1 14 00.2
 AT0995
 AT0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0995!SPC LA S     -   1.00000315  x   0.99993518  =   0.99993833
 AT0995!UTM  16      -   1.00000315  x   1.00031217  =   1.00031532
 AT0995
 AT0995|---------------------------------------------------------------------|
 AT0995| PID    Reference Object                     Distance      Geod. Az  |
 AT0995|                                                           dddmmss.s |
 AT0995| AT0994 SPOIL 1966 RM A                       8.687 METERS 02046     |
 AT0995| DD8104 SPOIL RM 1                            8.537 METERS 10739     |
 AT0995| AT0971 MISS RIV GULF OUTLET LT 90          APPROX. 7.4 KM 1314939.8 |
 AT0995| AT0974 MISS RIV GULF OUTLET LT 89          APPROX. 7.4 KM 1333825.6 |
 AT0995| AT0975 MISS RIV GULF OUTLET LT 97          APPROX. 1.3 KM 1494953.9 |
 AT0995| AT0999 MISS RIV GULF OUTLET LT 98          APPROX. 0.9 KM 2840143.2 |
 AT0995| AT1255 MISS RIV GULF OUTLET LT 99          APPROX. 3.7 KM 2982215.6 |
 AT0995| AT1254 MISS RIV GULF OUTLET LT 100         APPROX. 3.6 KM 3020202.5 |
 AT0995| AT1253 MISS RIV GULF OUTLET LT 101         APPROX. 7.9 KM 3034334.7 |
 AT0995| AT1252 RUIZ                                APPROX. 8.3 KM 3070956.1 |
 AT0995| AT0998 POINTE 1934                         317.783 METERS 31747     |
 AT0995|---------------------------------------------------------------------|
 AT0995
 AT0995                          SUPERSEDED SURVEY CONTROL
 AT0995
 AT0995  NAD 83(1992)-  29 45 04.55068(N)    089 29 03.53323(W) AD(       ) 2
 AT0995  NAD 83(1986)-  29 45 04.55694(N)    089 29 03.53612(W) AD(       ) 2
 AT0995  NAD 27      -  29 45 03.81597(N)    089 29 03.33704(W) AD(       ) 2
 AT0995  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 AT0995
 AT0995.Superseded values are not recommended for survey control.
 AT0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0995.See file dsdata.txt to determine how the superseded data were derived.
 AT0995
 AT0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5976093809(NAD 83)
 AT0995_MARKER: DS = TRIANGULATION STATION DISK
 AT0995_SETTING: 0 = UNSPECIFIED SETTING
 AT0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0995
 AT0995  HISTORY     - Date     Condition        Report By
 AT0995  HISTORY     - 1966     MONUMENTED       CGS
 AT0995  HISTORY     - 1969     GOOD             CGS
 AT0995  HISTORY     - 1971     GOOD             USGS
 AT0995
 AT0995                          STATION DESCRIPTION
 AT0995
 AT0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0995'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HOPEDALE, 5 MILES
 AT0995'NORTHWEST ALONG
 AT0995'THE MISSISSIPPI RIVER GULF OUTLET FROM ITS OUTLET
 AT0995'INTO THE GULF, AT THE MOUTH OF
 AT0995'BAYOU POINTE-EN POINTE AND ATOP A FIRM
 AT0995'SPOIL AREA.
 AT0995'
 AT0995'STATION MARK, A STANDARD DISK STAMPED SPOIL 1966, IS CRIMPED TO THE
 AT0995'TOP OF A 5/8 INCH
 AT0995'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT0995'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT0995'PROJECTS 2 FEET.  IT IS 80 FEET
 AT0995'SOUTH OF THE SOUTH EDGE OF WATER, 79 FEET EAST OF
 AT0995'THE EAST EDGE OF
 AT0995'WATER AND 3.5 FEET NORTH OF A METAL WITNESS POST.
 AT0995'
 AT0995'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SPOIL NO 1 1966, IS
 AT0995'CRIMPED TO THE TOP
 AT0995'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT0995'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT0995'PIPE WHICH PROJECTS 2 FEET.  IT
 AT0995'IS 81 FEET SOUTH OF THE SOUTH EDGE OF WATER AND 29.4
 AT0995'FEET EAST OF THE
 AT0995'METAL WITNESS POST.
 AT0995'
 AT0995'REFERENCE MARK A, A STANDARD DISK STAMPED SPOIL RM A 1966, IS CRIMPED
 AT0995'TO THE TOP OF A
 AT0995'5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.  IT IS
 AT0995'ENCASED IN A 4 INCH ORANGEBURG
 AT0995'PIPE WHICH PROJECTS 2 FEET.  IT IS 67
 AT0995'FEET EAST OF THE EAST EDGE OF WATER, 52 FEET
 AT0995'SOUTH OF THE SOUTH EDGE
 AT0995'OF WATER AND 23 FEET NORTH OF THE METAL WITNESS POST.
 AT0995'
 AT0995'STATION MARK, A STANDARD DISK STAMPED POINTE 1934.  IT IS LOCATED ON
 AT0995'THE NORTHWEST EDGE
 AT0995'OF A SMALL ISLAND WHICH IS THE FIRST ONE TO THE
 AT0995'NORTHWEST FROM THE STATION.  IS SET
 AT0995'IN THE TOP OF AN 8 INCH
 AT0995'TERRACOTTA TILE FLUSH WITH THE GROUND SURFACE.  IT IS
 AT0995'87 FEET NORTH OF
 AT0995'THE NORTH EDGE OF WATER, 79.5 FEET SOUTH OF THE SOUTH EDGE OF
 AT0995'WATER AND 1 FOOT
 AT0995'NORTHEAST OF A METAL WITNESS POST.
 AT0995'
 AT0995'NOTE- THE STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT0995
 AT0995                          STATION RECOVERY (1969)
 AT0995
 AT0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AT0995'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 AT0995'AFTER HURRICANE CAMILLE.  THE WITNESS POST REMAINS NEARBY IN GOOD
 AT0995'CONDITION.
 AT0995
 AT0995                          STATION RECOVERY (1971)
 AT0995
 AT0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT0995'SPOIL AND RM 1 FOUND.  DISTANCE CHECKED O.K.  ORIGINAL DESCRIPTION IS
 AT0995'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3212 ***********************************************************************
 BK3212  DESIGNATION -  SPOIL
 BK3212  PID         -  BK3212
 BK3212  STATE/COUNTY-  LA/CALCASIEU
 BK3212  USGS QUAD   -  ORANGE (1996)
 BK3212
 BK3212                         *CURRENT SURVEY CONTROL
 BK3212  ___________________________________________________________________
 BK3212* NAD 83(1992)-  30 03 26.91030(N)    093 40 22.78913(W)     ADJUSTED  
 BK3212* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BK3212  ___________________________________________________________________
 BK3212  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK3212  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK3212
 BK3212  HORZ ORDER  -  SECOND
 BK3212
 BK3212.The horizontal coordinates were established by classical geodetic methods
 BK3212.and adjusted by the National Geodetic Survey in February 1996..
 BK3212
 BK3212.The orthometric height was scaled from a topographic map.
 BK3212
 BK3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3212
 BK3212.The geoid height was determined by GEOID03.
 BK3212
 BK3212;                    North         East     Units Scale Factor Converg.
 BK3212;SPC LA S     -   174,940.271   774,417.074   MT  0.99992623   -1 10 11.5
 BK3212;SPC LA S     -   573,949.87  2,540,733.35   sFT  0.99992623   -1 10 11.5
 BK3212;SPC TX C     - 3,062,546.183 1,341,887.267   MT  1.00001633   +3 25 49.7
 BK3212;SPC TX C     -10,047,703.60  4,402,508.48   sFT  1.00001633   +3 25 49.7
 BK3212;UTM  15      - 3,325,344.919   435,127.686   MT  0.99965192   -0 20 13.5
 BK3212
 BK3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3212!SPC LA S     -   1.00000398  x   0.99992623  =   0.99993021
 BK3212!SPC TX C     -   1.00000398  x   1.00001633  =   1.00002031
 BK3212!UTM  15      -   1.00000398  x   0.99965192  =   0.99965590
 BK3212
 BK3212|---------------------------------------------------------------------|
 BK3212| PID    Reference Object                     Distance      Geod. Az  |
 BK3212|                                                           dddmmss.s |
 BK3212| CV8399 SPOIL RM 1                           36.100 METERS 09349     |
 BK3212| AV0881 BLACK                               APPROX. 9.3 KM 2014944.7 |
 BK3212| CV8400 SPOIL RM 2                           35.694 METERS 20716     |
 BK3212| BK3204 ORANGE CANNING PLANT TANK           APPROX. 8.0 KM 2923755.0 |
 BK3212| BK3203 ORANGE YELLOW PINE PAPER TK         APPROX. 7.8 KM 2962811.6 |
 BK3212| BK3215 ORANGE RICE MILL TANK               APPROX. 6.9 KM 2993725.0 |
 BK3212| BK3214 ORANGE PRESB CH DOME PINNACLE       APPROX. 7.4 KM 3022601.9 |
 BK3212| BK3206 ORANGE GULF STATES UTIL W STK       APPROX. 6.6 KM 3034447.7 |
 BK3212| BK3205 ORANGE GULF STATES UTIL E STK       APPROX. 6.6 KM 3035045.8 |
 BK3212|---------------------------------------------------------------------|
 BK3212
 BK3212                          SUPERSEDED SURVEY CONTROL
 BK3212
 BK3212  NAD 83(1992)-  30 03 26.91031(N)    093 40 22.78917(W) AD(       ) 2
 BK3212  NAD 83(1986)-  30 03 26.93183(N)    093 40 22.77754(W) AD(       ) 2
 BK3212  NAD 27      -  30 03 26.17300(N)    093 40 22.18700(W) AD(       ) 2
 BK3212
 BK3212.Superseded values are not recommended for survey control.
 BK3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3212.See file dsdata.txt to determine how the superseded data were derived.
 BK3212
 BK3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3512825345(NAD 83)
 BK3212_MARKER: DS = TRIANGULATION STATION DISK
 BK3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3212
 BK3212  HISTORY     - Date     Condition        Report By
 BK3212  HISTORY     - 1933     MONUMENTED       CGS
 BK3212  HISTORY     - 1933     GOOD             CGS
 BK3212  HISTORY     - 1947     GOOD             CGS
 BK3212  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3212  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK3212
 BK3212                          STATION DESCRIPTION
 BK3212
 BK3212'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3212'STATION IS ON THE S BANK OF LAKE CHARLES CANAL APPROXIMATELY
 BK3212'2 MILES E OF THE JUNCTION OF THE CANAL AND THE E FORK OF THE
 BK3212'SABINE RIVER, 73 METERS IN FROM THE BANK, AND APPROXIMATELY
 BK3212'300 METERS W OF CATTLE PEN AND HIGH SPOIL BANK.
 BK3212'
 BK3212'STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF AN 8-INCH
 BK3212'TILE WHICH IS EMBEDDED IN THE GROUND.  IT IS ON HARD, HIGH
 BK3212'DRY GROUND.  NO TREES OR GRASS AROUND IT AND SHOULD BE EASILY
 BK3212'RECOVERED.
 BK3212'
 BK3212'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN THE TOP OF AN
 BK3212'8- BY 8-INCH SQUARE BLOCK OF CONCRETE.
 BK3212'
 BK3212'STATION CAN BE REACHED ONLY BY BOAT.
 BK3212'
 BK3212'A 20-FOOT TRIPOD AND SCAFFOLD WAS USED.
 BK3212
 BK3212                          STATION RECOVERY (1933)
 BK3212
 BK3212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JCB)
 BK3212'STATION IS LOCATED ON THE S BANK OF THE CALCASIEU PARISH
 BK3212'NAVIGATION CHANNEL, 4.70 MILES W OF VINTON CANAL AND 1.57
 BK3212'MILES E OF THE SABINE RIVER.  IT IS SITUATED ON A SPOIL
 BK3212'BANK 237.8 FEET S OF THE S SHORE OF THE CHANNEL ALONG A
 BK3212'LINE NORMAL TO SHORE AND IS 337 METERS W OF THE CENTER OF
 BK3212'A SMALL ISLAND LOCATED IN A LARGE BIGHT ON THE N SIDE OF
 BK3212'THE CHANNEL.
 BK3212'
 BK3212'STATION IS MARKED BY STANDARD BRONZE TABLET SET IN CONCRETE
 BK3212'AND PROJECTING 2 INCHES ABOVE GROUND.
 BK3212'
 BK3212'THE TWO REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 BK3212
 BK3212                          STATION RECOVERY (1947)
 BK3212
 BK3212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3212'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION,
 BK3212'REFERENCE MARK 1, AND REFERENCE MARK 2 RECOVERED IN GOOD
 BK3212'CONDITION.
 BK3212
 BK3212                          STATION RECOVERY (1997)
 BK3212
 BK3212'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3212'MARK NOT FOUND.
 BK3212
 BK3212                          STATION RECOVERY (2004)
 BK3212
 BK3212'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK3212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0994 ***********************************************************************
 AT0994  DESIGNATION -  SPOIL 1966 RM A
 AT0994  PID         -  AT0994
 AT0994  STATE/COUNTY-  LA/ST BERNARD
 AT0994  USGS QUAD   -  LAKE ELOI (1994)
 AT0994
 AT0994                         *CURRENT SURVEY CONTROL
 AT0994  ___________________________________________________________________
 AT0994* NAD 83(1992)-  29 45 04.81218(N)    089 29 03.42048(W)     ADJUSTED  
 AT0994* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 AT0994  ___________________________________________________________________
 AT0994  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AT0994  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AT0994
 AT0994  HORZ ORDER  -  SECOND
 AT0994
 AT0994.The horizontal coordinates were established by classical geodetic methods
 AT0994.and adjusted by the National Geodetic Survey in May 1994..
 AT0994
 AT0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0994
 AT0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0994
 AT0994.The geoid height was determined by GEOID03.
 AT0994
 AT0994;                    North         East     Units Scale Factor Converg.
 AT0994;SPC LA S     -   140,146.843 1,178,831.694   MT  0.99993517   +0 55 28.4
 AT0994;SPC LA S     -   459,798.43  3,867,550.32   sFT  0.99993517   +0 55 28.4
 AT0994;UTM  16      - 3,293,817.497   259,763.033   MT  1.00031215   -1 14 00.2
 AT0994
 AT0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0994!SPC LA S     -   1.00000319  x   0.99993517  =   0.99993836
 AT0994!UTM  16      -   1.00000319  x   1.00031215  =   1.00031534
 AT0994
 AT0994:                Primary Azimuth Mark                     Grid Az
 AT0994:SPC LA S     -  SEVEN                                    130 13 50.1
 AT0994:UTM  16      -  SEVEN                                    132 23 18.7
 AT0994
 AT0994|---------------------------------------------------------------------|
 AT0994| PID    Reference Object                     Distance      Geod. Az  |
 AT0994|                                                           dddmmss.s |
 AT0994| AT0972 SEVEN                               APPROX. 7.5 KM 1310918.5 |
 AT0994| AT0995 SPOIL                                 8.687 METERS 20046     |
 AT0994|---------------------------------------------------------------------|
 AT0994
 AT0994                          SUPERSEDED SURVEY CONTROL
 AT0994
 AT0994  NAD 83(1992)-  29 45 04.81447(N)    089 29 03.41856(W) AD(       ) 2
 AT0994  NAD 83(1986)-  29 45 04.82066(N)    089 29 03.42149(W) AD(       ) 2
 AT0994  NAD 27      -  29 45 04.07978(N)    089 29 03.22238(W) AD(       ) 2
 AT0994  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 AT0994
 AT0994.Superseded values are not recommended for survey control.
 AT0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0994.See file dsdata.txt to determine how the superseded data were derived.
 AT0994
 AT0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5976393817(NAD 83)
 AT0994_MARKER: DR = REFERENCE MARK DISK
 AT0994_SETTING: 0 = UNSPECIFIED SETTING
 AT0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0994
 AT0994  HISTORY     - Date     Condition        Report By
 AT0994  HISTORY     - 1966     MONUMENTED       CGS
 AT0994
 AT0994                          STATION DESCRIPTION
 AT0994
 AT0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT0994'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HOPEDALE, 5 MILES
 AT0994'NORTHWEST ALONG
 AT0994'THE MISSISSIPPI RIVER GULF OUTLET FROM ITS OUTLET
 AT0994'INTO THE GULF, AT THE MOUTH OF
 AT0994'BAYOU POINTE-EN POINTE AND ATOP A FIRM
 AT0994'SPOIL AREA.
 AT0994'
 AT0994'REFERENCE MARK A, A STANDARD DISK STAMPED SPOIL RM A 1966, IS CRIMPED
 AT0994'TO THE TOP OF A
 AT0994'5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.  IT IS
 AT0994'ENCASED IN A 4 INCH ORANGEBURG
 AT0994'PIPE WHICH PROJECTS 2 FEET.  IT IS 67
 AT0994'FEET EAST OF THE EAST EDGE OF WATER, 52 FEET
 AT0994'SOUTH OF THE SOUTH EDGE
 AT0994'OF WATER AND 23 FEET NORTH OF THE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1033 ***********************************************************************
 BX1033  DESIGNATION -  SPRING
 BX1033  PID         -  BX1033
 BX1033  STATE/COUNTY-  LA/NATCHITOCHES
 BX1033  USGS QUAD   -  LENA (1992)
 BX1033
 BX1033                         *CURRENT SURVEY CONTROL
 BX1033  ___________________________________________________________________
 BX1033* NAD 83(1992)-  31 28 29.59563(N)    092 47 45.30588(W)     ADJUSTED  
 BX1033* NAVD 88     -        41.88   (+/-2cm)     137.4    (feet)  VERTCON   
 BX1033  ___________________________________________________________________
 BX1033  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BX1033  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1033
 BX1033  HORZ ORDER  -  FIRST
 BX1033  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1033
 BX1033.The horizontal coordinates were established by classical geodetic methods
 BX1033.and adjusted by the National Geodetic Survey in January 1993..
 BX1033
 BX1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1033.The vertical order pertains to the NGVD 29 superseded value.
 BX1033
 BX1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1033
 BX1033.The geoid height was determined by GEOID03.
 BX1033
 BX1033;                    North         East     Units Scale Factor Converg.
 BX1033;SPC LA N     -   108,129.666   971,881.161   MT  0.99994441   -0 09 23.2
 BX1033;SPC LA N     -   354,755.41  3,188,580.11   sFT  0.99994441   -0 09 23.2
 BX1033;UTM  15      - 3,482,251.385   519,385.677   MT  0.99960463   +0 06 23.6
 BX1033
 BX1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1033!SPC LA N     -   0.99999752  x   0.99994441  =   0.99994193
 BX1033!UTM  15      -   0.99999752  x   0.99960463  =   0.99960215
 BX1033
 BX1033|---------------------------------------------------------------------|
 BX1033| PID    Reference Object                     Distance      Geod. Az  |
 BX1033|                                                           dddmmss.s |
 BX1033| CY5578 SPRING RM                            13.097 METERS 11905     |
 BX1033| BX2727 GALBIRTH                            APPROX. 2.5 KM 2915528.3 |
 BX1033|---------------------------------------------------------------------|
 BX1033
 BX1033                          SUPERSEDED SURVEY CONTROL
 BX1033
 BX1033  NAD 83(1986)-  31 28 29.61772(N)    092 47 45.29981(W) AD(       ) 1
 BX1033  NAD 27      -  31 28 28.99456(N)    092 47 44.74758(W) AD(       ) 1
 BX1033  NGVD 29 (??/??/??)   41.894  (m)          137.45   (f) ADJUSTED    1 2
 BX1033
 BX1033.Superseded values are not recommended for survey control.
 BX1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1033.See file dsdata.txt to determine how the superseded data were derived.
 BX1033
 BX1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1938682251(NAD 83)
 BX1033_MARKER: DS = TRIANGULATION STATION DISK
 BX1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1033_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1033+STABILITY: SURFACE MOTION
 BX1033
 BX1033  HISTORY     - Date     Condition        Report By
 BX1033  HISTORY     - 1919     MONUMENTED       CGS
 BX1033  HISTORY     - 1919     GOOD             CGS
 BX1033  HISTORY     - 1935     GOOD             CGS
 BX1033  HISTORY     - 1936     GOOD             LAGS
 BX1033  HISTORY     - 1938     GOOD             CGS
 BX1033  HISTORY     - 1943     MARK NOT FOUND   USE
 BX1033  HISTORY     - 1948     GOOD             AMS
 BX1033  HISTORY     - 1952     GOOD             AMS
 BX1033  HISTORY     - 1980     GOOD             LADTD
 BX1033
 BX1033                          STATION DESCRIPTION
 BX1033
 BX1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX1033'STATION IS JUST OUTSIDE OF TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY
 BX1033'AT EDGE OF THE PASTURE, ABOUT 2 MILES W OF LENA, ON PROLONGATION
 BX1033'OF S RAIL TANGENT FROM THE W, 24 TELEGRAPH POLES E OF MILEPOST
 BX1033'NO. 218, AND 19.05 METERS (62 FEET) N OF CENTER LINE OF TRACK.
 BX1033'
 BX1033'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX1033'DISKS SET IN CONCRETE.
 BX1033'
 BX1033'REFERENCE MARK IS 22 METERS (72 FEET) FROM THE STATION,
 BX1033'N 42 DEG 41 MIN W.
 BX1033
 BX1033                          STATION RECOVERY (1919)
 BX1033
 BX1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1033'2 MI W FROM LENA.
 BX1033'JUST OUTSIDE OF TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY AT EDGE OF THE
 BX1033'PASTURE, ABOUT 2 MILES WEST OF LENA, ON PROLONGATION OF SOUTH RAIL
 BX1033'TANGENT FROM THE WEST, 24 TELEGRAPH POLES EAST OF MILEPOST NO. 218,
 BX1033'60.8 FEET NORTH OF NORTH RAIL AND 75 FEET EAST OF A VERY LARGE PINE
 BX1033'TREE WITH TRIANGLE MADE OF 3 COCA COLA CAPS NAILED ON IT.  IT IS ON
 BX1033'PROPERTY NOW OWNED BY A MR. RITCHEY.  PROJECTS ABOUT 4 INCHES ABOVE
 BX1033'GROUND.  NOTE-- 1938 REPORT GO WEST ABOUT 2-1/2 MILES FROM LENA, TO
 BX1033'FRAME HOUSE ON SOUTH SIDE OF PAVED HIGHWAY ON TOP OF HILL, WHERE
 BX1033'RAILROAD SHOWS LOOKING WEST.
 BX1033
 BX1033                          STATION RECOVERY (1935)
 BX1033
 BX1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1033'STATION RECOVERED AS DESCRIBED, BUT LOOSE IN GROUND.  UNDERGROUND
 BX1033'MARK ONLY 8 INCHES BELOW GROUND SURFACE.  REFERENCE MARK NOT
 BX1033'RECOVERED.  THE UNDERGROUND MARK WAS RESET IN A LARGE LAYER
 BX1033'OF CONCRETE, 14 BY 14 BY 8 INCHES IN AREA, THEN A 3-INCH
 BX1033'LAYER OF SAND OVER BOARDS.  THE SURFACE MARK RESET IN A 14-BY
 BX1033'14-BY 30-INCH CONCRETE PIER, PROTRUDING ABOUT 4 INCHES ABOVE
 BX1033'GROUND.  STATION IS NOW 60.8 FEET N OF N RAIL AND 75 FEET E
 BX1033'OF A VERY LARGE PINE TREE WITH TRIANGLE MADE OF 3 COCA COLA
 BX1033'CAPS NAILED ON IT.  IT IS ON PROPERTY NOW OWNED BY A MR.
 BX1033'RITCHEY.
 BX1033'
 BX1033'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET IN
 BX1033'A 14-BY 14-BY 30-INCH CONCRETE PIER, JUST INSIDE FENCE LINE ON
 BX1033'N EDGE OF RAILROAD RIGHT-OF-WAY, ON TOP OF HILL AND 15 FEET
 BX1033'E OF A WELL-BEATEN PATH ON E SLOPE OF HILL, AND 26.525 METERS
 BX1033'(87.03 FEET) FROM STATION N 69 DEG 02 MIN 17 SEC W.
 BX1033'
 BX1033'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN A
 BX1033'14-BY 14-BY 30-INCH CONCRETE PIER ON N SLOPE OF HILL ABOUT 50
 BX1033'FEET N OF N FENCE LINE, AND 17.287 METERS (56.72 FEET) FROM
 BX1033'STATION N 152 DEG 40 MIN 09 SEC W.  TO REFERENCE MARK
 BX1033'NO. 1 IT IS 17.712 METERS (58.10 FEET) S 70 DEG 48 MIN
 BX1033'45 SEC W.  ALL MARKS ARE STAMPED SPRING 1919.
 BX1033'
 BX1033'TO REACH THIS POINT, GO W ABOUT 2-1/2 MILES FROM LENA, TO FRAME
 BX1033'HOUSE ON S SIDE OF PAVED HIGHWAY ON TOP OF HILL, WHERE RAILROAD
 BX1033'SHOWS LOOKING W.
 BX1033
 BX1033                          STATION RECOVERY (1936)
 BX1033
 BX1033'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX1033'STATION WAS RECOVERED.  ALL MARKS FOUND TO BE IN GOOD CONDITION
 BX1033'AND THE OLD DESCRIPTION STILL APPLIES.
 BX1033
 BX1033                          STATION RECOVERY (1938)
 BX1033
 BX1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 BX1033'RECOVERED IN GOOD CONDITION.
 BX1033
 BX1033                          STATION RECOVERY (1943)
 BX1033
 BX1033'RECOVERY NOTE BY US ENGINEERS 1943
 BX1033'THE REFERENCE MARKS WERE LOCATED IN GOOD CONDITION AS DESCRIBED.
 BX1033'THE STATION ITSELF WAS NOT LOCATED.
 BX1033
 BX1033                          STATION RECOVERY (1948)
 BX1033
 BX1033'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948
 BX1033'THE STATION RECOVERED IN GOOD CONDITION.
 BX1033
 BX1033                          STATION RECOVERY (1952)
 BX1033
 BX1033'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BX1033'STATION RECOVERED AS DESCRIBED.
 BX1033
 BX1033                          STATION RECOVERY (1980)
 BX1033
 BX1033'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BX1033'THE STATION MARK AND RM NO 1 WERE RECOVERED IN GOOD CONDITION, RM
 BX1033'NO 2 WAS FOUND DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 BX1033'
 BX1033'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF BOYCE.  THE STATION
 BX1033'MARK IS SET SOUTHWEST OF STATE HIGHWAY 11 NEAR THE MISSOURI PACIFIC
 BX1033'RAILROAD TRACK.
 BX1033'
 BX1033'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 490 AND
 BX1033'STATE HIGHWAY 1 NEAR GALBRAITH, DRIVE SOUTHEAST ALONG STATE HIGHWAY 1
 BX1033'FOR 1.6 MILES TO THE MARK SET SOUTHWEST OF THE HIGHWAY NEAR A FENCE AN
 BX1033'A RAILROAD.  THE MARK IS 244 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 BX1033'HIGHWAY 1, 87 FEET EAST OF RM NO 1, 60.5 FEET NORTHEAST OF THE
 BX1033'NORTH-EAST RAIL, 17 FEET SOUTH OF AN 8 INCH PINE TREE, 14 FEET
 BX1033'SOUTH-SOUTHWEST OF A FENCE LINE, 8 FEET EAST-SOUTHEAST OF A 6 INCH
 BX1033'PINE TREE, AND 1.4 FEET NORTH-NORTHEAST OF A WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2875 ***********************************************************************
 BX2875  DESIGNATION -  SPRING
 BX2875  PID         -  BX2875
 BX2875  STATE/COUNTY-  LA/SABINE
 BX2875  USGS QUAD   -  HOLLIS CREEK (1989)
 BX2875
 BX2875                         *CURRENT SURVEY CONTROL
 BX2875  ___________________________________________________________________
 BX2875* NAD 83(1992)-  31 47 13.39659(N)    093 28 27.39786(W)     ADJUSTED  
 BX2875* NAVD 88     -       117.1    (meters)     384.     (feet)  VERTCON   
 BX2875  ___________________________________________________________________
 BX2875  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BX2875  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2875
 BX2875  HORZ ORDER  -  FIRST
 BX2875
 BX2875.The horizontal coordinates were established by classical geodetic methods
 BX2875.and adjusted by the National Geodetic Survey in January 1993..
 BX2875
 BX2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2875
 BX2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2875
 BX2875.The geoid height was determined by GEOID03.
 BX2875
 BX2875;                    North         East     Units Scale Factor Converg.
 BX2875;SPC LA N     -   143,116.731   907,734.223   MT  0.99991733   -0 30 54.4
 BX2875;SPC LA N     -   469,542.14  2,978,124.70   sFT  0.99991733   -0 30 54.4
 BX2875;UTM  15      - 3,516,930.595   455,098.529   MT  0.99962486   -0 14 59.4
 BX2875
 BX2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2875!SPC LA N     -   0.99998571  x   0.99991733  =   0.99990304
 BX2875!UTM  15      -   0.99998571  x   0.99962486  =   0.99961057
 BX2875
 BX2875|---------------------------------------------------------------------|
 BX2875| PID    Reference Object                     Distance      Geod. Az  |
 BX2875|                                                           dddmmss.s |
 BX2875| CV8403 SPRING RM 1                          27.380 METERS 18135     |
 BX2875| CV8402 SPRING AZ MK                                       2724036.0 |
 BX2875| CV8404 SPRING RM 2                          27.540 METERS 28233     |
 BX2875|---------------------------------------------------------------------|
 BX2875
 BX2875                          SUPERSEDED SURVEY CONTROL
 BX2875
 BX2875  NAD 83(1986)-  31 47 13.40821(N)    093 28 27.39167(W) AD(       ) 1
 BX2875  NAD 27      -  31 47 12.80676(N)    093 28 26.75436(W) AD(       ) 1
 BX2875  NGVD 29 (07/19/86)  117.2    (m)          385.     (f) VERT ANG       
 BX2875
 BX2875.Superseded values are not recommended for survey control.
 BX2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2875.See file dsdata.txt to determine how the superseded data were derived.
 BX2875
 BX2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5509916931(NAD 83)
 BX2875_MARKER: DS = TRIANGULATION STATION DISK
 BX2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2875_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2875
 BX2875  HISTORY     - Date     Condition        Report By
 BX2875  HISTORY     - 1971     MONUMENTED       NGS
 BX2875  HISTORY     - 20010331 GOOD             NGS
 BX2875  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2875
 BX2875                          STATION DESCRIPTION
 BX2875
 BX2875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2875'MEASUREMENT WERE MADE WITH A 30 METER AND A 300 FOOT TAPE WITH 5
 BX2875'AND 10 KGS. TENSION.
 BX2875'
 BX2875'THE STATION IS ABOUT 12 MILES NORTHWEST OF ROBELINE, 3 MILES
 BX2875'SOUTHEAST OF PLEASANT HILL, NEAR THE NORTHWEST CORNER OF SECTION 11,
 BX2875'T 9 N, R 11 W, AND ON LAND OWNED BY THE LOUISIANA STATE FOREST
 BX2875'SERVICE, MR. R. L. MCKILLIPE, DISTRICT FORESTER, NATCHITOCHES,
 BX2875'LOUISIANA, TELEPHONE NUMBER 352-3595.
 BX2875'
 BX2875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174 AND 175
 BX2875'AND THE POST OFFICE IN PLEASANT HILL, GO SOUTH ON STATE HIGHWAY 175
 BX2875'FOR 1.9 MILES TO A SIDE ROAD LEFT AND SIGN SPRING RIDGE LOOKOUT
 BX2875'TOWER.  TURN LEFT AND GO EAST AND SOUTHEAST ON A PAVED ROAD FOR
 BX2875'1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST CROSSING
 BX2875'OVER AN OLD RAILROAD BED FOR 0.05 MILE TO A T-ROAD INTERSECTION.
 BX2875'TURN RIGHT AND GO SOUTHEAST AND EAST ON A GRAVELED ROAD FOR 1.1
 BX2875'MILES TO A FORK.  TURN RIGHT ON RIGHT FORK FOR ABOUT 50 FEET,
 BX2875'THEN LEFT FOR 0.1 MILE TO THE SPRING RIDGE LOOKOUT TOWER AND THE
 BX2875'STATION.
 BX2875'
 BX2875'STATION MARKS ARE STANDARD DISKS STAMPED SPRING 1971.  THE SURFACE
 BX2875'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2875'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 38.5 FEET NORTHEAST OF
 BX2875'THE SOUTHEAST LEG OF THE FIRE TOWER, 35.5 FEET EAST OF THE
 BX2875'NORTHEAST LEG OF THE TOWER, 33 FEET WEST OF A FENCE AND 19.5 FEET
 BX2875'SOUTH-SOUTHEAST OF A FENCE CORNER.  THE UNDERGROUND MARK IS SET IN
 BX2875'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BX2875'GROUND SURFACE.
 BX2875'
 BX2875'REFERENCE MARK 1, A STANDARD DISK STAMPED SPRING NO 1 1971, IS SET IN
 BX2875'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 BX2875'INCHES ABOVE THE GROUND SURFACE.  IT IS 90 FEET EAST-SOUTHEAST OF A
 BX2875'POWERLINE POLE, 80 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 BX2875'TOWER AND 30 FEET SOUTHWEST OF A 20-INCH PINE TREE.
 BX2875'
 BX2875'REFERENCE MARK 2, A STANDARD DISK STAMPED SPRING NO 2 1971, IS SET
 BX2875'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2875'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 84.5 FEET NORTH OF THE
 BX2875'POWERLINE POLE, 35.5 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 BX2875'TOWER AND 1.2 FEET SOUTH OF A FENCE.
 BX2875'
 BX2875'AZIMUTH MARK, A STANDARD DISK STAMPED SPRING 1971, IS SET IN THE TOP
 BX2875'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BX2875'GROUND SURFACE.  IT IS 54 FEET WEST OF A 30-INCH OAK TREE, 19 FEET
 BX2875'NORTH OF THE CENTER OF A GRAVELED ROAD, 16 FEET EAST OF A 24-INCH
 BX2875'OAK TREE, 3.5 FEET SOUTH OF A FENCE AND 3 FEET SOUTH OF A METAL
 BX2875'WITNESS POST.
 BX2875'
 BX2875'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE MAIN
 BX2875'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 BX2875'
 BX2875'NEAREST TOWN--PLEASANT HILL.
 BX2875'
 BX2875'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 BX2875
 BX2875                          STATION RECOVERY (2001)
 BX2875
 BX2875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2875'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2875
 BX2875                          STATION RECOVERY (2001)
 BX2875
 BX2875'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX2875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3223 ***********************************************************************
 CQ3223  DESIGNATION -  SPRING
 CQ3223  PID         -  CQ3223
 CQ3223  STATE/COUNTY-  LA/CADDO
 CQ3223  USGS QUAD   -  SPRING RIDGE (1982)
 CQ3223
 CQ3223                         *CURRENT SURVEY CONTROL
 CQ3223  ___________________________________________________________________
 CQ3223* NAD 83(1992)-  32 19 00.02433(N)    093 58 05.89568(W)     ADJUSTED  
 CQ3223* NAVD 88     -       107.5    (meters)     353.     (feet)  VERTCON   
 CQ3223  ___________________________________________________________________
 CQ3223  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CQ3223  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ3223
 CQ3223  HORZ ORDER  -  FIRST
 CQ3223
 CQ3223.The horizontal coordinates were established by classical geodetic methods
 CQ3223.and adjusted by the National Geodetic Survey in February 1996..
 CQ3223
 CQ3223.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3223
 CQ3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3223
 CQ3223.The geoid height was determined by GEOID03.
 CQ3223
 CQ3223;                    North         East     Units Scale Factor Converg.
 CQ3223;SPC LA N     -   202,362.170   861,746.969   MT  0.99993890   -0 46 34.7
 CQ3223;SPC LA N     -   663,916.55  2,827,248.18   sFT  0.99993890   -0 46 34.7
 CQ3223;SPC TXNC     - 2,081,282.689 1,026,584.012   MT  0.99995427   +2 28 17.6
 CQ3223;SPC TXNC     - 6,828,341.62  3,368,051.05   sFT  0.99995427   +2 28 17.6
 CQ3223;UTM  15      - 3,575,949.204   408,852.354   MT  0.99970245   -0 31 03.7
 CQ3223
 CQ3223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3223!SPC LA N     -   0.99998718  x   0.99993890  =   0.99992608
 CQ3223!SPC TXNC     -   0.99998718  x   0.99995427  =   0.99994145
 CQ3223!UTM  15      -   0.99998718  x   0.99970245  =   0.99968963
 CQ3223
 CQ3223|---------------------------------------------------------------------|
 CQ3223| PID    Reference Object                     Distance      Geod. Az  |
 CQ3223|                                                           dddmmss.s |
 CQ3223| CX6301 SPRING RM 4                          25.552 METERS 04056     |
 CQ3223| CX6298 SPRING RM 1                         160.325 METERS 04730     |
 CQ3223| CQ3207 SHREVEPORT N BASE RM 3              APPROX.19.1 KM 0590453.0 |
 CQ3223| CX6300 SPRING RM 3                          27.645 METERS 14941     |
 CQ3223| CX6297 SPRING AZ MK                                       1705800.1 |
 CQ3223| CX6299 SPRING RM 2                         108.722 METERS 17552     |
 CQ3223| CQ3181 FOUR FORKS LOOKOUT TOWER            APPROX. 9.8 KM 1911620.4 |
 CQ3223| CQ3224 GREENWOOD LOOKOUT TOWER             APPROX. 9.9 KM 3430953.3 |
 CQ3223|---------------------------------------------------------------------|
 CQ3223
 CQ3223                          SUPERSEDED SURVEY CONTROL
 CQ3223
 CQ3223  NAD 83(1992)-  32 19 00.02645(N)    093 58 05.89332(W) AD(       ) 1
 CQ3223  NAD 83(1986)-  32 19 00.03439(N)    093 58 05.88661(W) AD(       ) 1
 CQ3223  NAD 27      -  32 18 59.46300(N)    093 58 05.22300(W) AD(       ) 1
 CQ3223  NGVD 29 (07/19/86)  107.6    (m)          353.     (f) VERT ANG       
 CQ3223
 CQ3223.Superseded values are not recommended for survey control.
 CQ3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3223.See file dsdata.txt to determine how the superseded data were derived.
 CQ3223
 CQ3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0885275949(NAD 83)
 CQ3223_MARKER: DS = TRIANGULATION STATION DISK
 CQ3223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3223
 CQ3223  HISTORY     - Date     Condition        Report By
 CQ3223  HISTORY     - 1930     MONUMENTED       CGS
 CQ3223  HISTORY     - 1935     GOOD             LAGS
 CQ3223  HISTORY     - 1956     GOOD             CGS
 CQ3223  HISTORY     - 1958     GOOD             CGS
 CQ3223  HISTORY     - 1969     GOOD             CGS
 CQ3223  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 CQ3223  HISTORY     - 19950429 GOOD             USPSQD
 CQ3223  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CQ3223
 CQ3223                          STATION DESCRIPTION
 CQ3223
 CQ3223'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3223'NEAR THE E EDGE OF SECTION 2, T. 15 N., R. 6 W., ABOUT 1.5 MILES
 CQ3223'WNW OF THE TOWN OF SPRINGRIDGE, ABOUT 200 METERS (656 FEET)
 CQ3223'W OF AN OLD ROAD, WHICH PROBABLY MARKS THE LINE BETWEEN
 CQ3223'SECTIONS 1 AND 2, ABOUT WHICH LINE NO DEFINITE INFORMATION
 CQ3223'WAS OBTAINED.
 CQ3223'
 CQ3223'STATION IS ABOUT 50 METERS (164 FEET) W OF A SMALL PINE GROVE,
 CQ3223'13.65 METERS (44.8 FEET) NW OF THE CENTER OF A 10-INCH OIL
 CQ3223'WELL CASING (CAPPED), AND 38.5 METERS (126 FEET) NW OF A
 CQ3223'PIT ABOUT 25 FEET SQUARE WHICH LIES S OF THE OIL WELL.
 CQ3223'
 CQ3223'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3223'DISKS SET IN CONCRETE.
 CQ3223'
 CQ3223'REFERENCE MARK NO. 1 IS ON HIGH GROUND E OF STATION IN W
 CQ3223'FENCE LINE OF A N-AND-S ROAD, 14.5 METERS (48 FEET) N OF A
 CQ3223'14-INCH DEAD WALNUT TREE AND ABOUT 250 METERS (820 FEET)
 CQ3223'FROM STATION N 47 DEG 30 MIN.
 CQ3223'
 CQ3223'REFERENCE MARK NO. 2 IS ON THE S EDGE OF FIELD, 0.1 METER
 CQ3223'(0.3 FOOT) N OF E-AND-W FENCE, AND ABOUT 100 METERS (328 FEET)
 CQ3223'FROM STATION S 04 DEG 08 MIN E.
 CQ3223'
 CQ3223'TO REACH STATION FROM SPRINGRIDGE STORE GO W 1.3 MILES TO
 CQ3223'A ROAD LEADING OFF TO THE RIGHT (N) TO TWO TENANT HOUSES
 CQ3223'ABOUT 1/4 MILE N OF MAIN ROAD, TURN E BETWEEN THE TWO HOUSES
 CQ3223'AND FOLLOW THE WINDING WOODS ROAD ABOUT 1/2 MILE TO OLD OIL
 CQ3223'WELL AND STATION.
 CQ3223
 CQ3223                          STATION RECOVERY (1935)
 CQ3223
 CQ3223'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3223'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CQ3223'
 CQ3223'REFERENCE MARK NO. 1 IS ON HIGH GROUND E OF STATION IN
 CQ3223'W FENCE LINE OF A N-AND-S ROAD.  IT IS 48 FEET N OF A 14-INCH
 CQ3223'DEAD TREE (WALNUT) AND 520 FEET FROM STATION.
 CQ3223'
 CQ3223'REFERENCE MARK NO. 2 IS ON S EDGE OF FIELD 3 FEET N OF E-AND-W
 CQ3223'FENCE AND 352 FEET FROM THE STATION.
 CQ3223
 CQ3223                          STATION RECOVERY (1956)
 CQ3223
 CQ3223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CQ3223'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CQ3223'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 CQ3223'SITE ARE CORRECT EXCEPT THAT THE OIL WELL CASING HAS BEEN
 CQ3223'REMOVED.
 CQ3223
 CQ3223                          STATION RECOVERY (1958)
 CQ3223
 CQ3223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3223'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CQ3223'NO. 2 WERE FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET.
 CQ3223'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CQ3223'
 CQ3223'THE STATION IS LOCATED IN WOODED PASTURE LAND ABOUT 9 MILES
 CQ3223'AIRLINE SOUTH OF GREENWOOD, LOUISIANA AND 6 MILES AIRLINE
 CQ3223'SOUTHEAST OF BETHANY, WHICH IS ON THE TEXAS-LOUISIANA BORDER.
 CQ3223'IT IS ABOUT 125 FEET NORTHWEST OF A 15 BY 25 FOOT OPEN PIT,
 CQ3223'41 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 2 FEET SOUTHEAST
 CQ3223'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 CQ3223'SPRING 1930.
 CQ3223'
 CQ3223'REFERENCE MARK NO. 1 IS ABOUT 36 FEET SOUTH OF A 14-INCH PINE
 CQ3223'TREE, 10 FEET EAST OF THE CENTER OF A TRACK ROAD AND 9 FEET
 CQ3223'WEST OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND IS
 CQ3223'STAMPED SPRING NO 1 1930.
 CQ3223'
 CQ3223'REFERENCE MARK NO. 2 IS ABOUT 12 FEET EAST OF THE EAST ONE OF
 CQ3223'TWO PINE TREES AND 2 FEET NORTH OF A FENCE LINE.  THE MARK
 CQ3223'PROJECTS 6 INCHES AND IS STAMPED SPRING NO 2 1930.
 CQ3223'
 CQ3223'THE AZIMUTH MARK IS IN A FENCE LINE 40 FEET WEST OF THE
 CQ3223'FENCE CORNER AT WOODEN GATE, 2 FEET NORTHEAST OF A POWER
 CQ3223'POLE AND 1 FOOT EAST OF A WITNESS POST.  THE MARK PROJECTS
 CQ3223'6 INCHES AND IS STAMPED SPRING 1930 1958.
 CQ3223'
 CQ3223'TO REACH THE STATION FROM THE JUNCTION OF LOUISIANA STATE
 CQ3223'HIGHWAY 169 AND LOUISIANA STATE HIGHWAY 525 IN SPRING RIDGE,
 CQ3223'GO WEST ON HIGHWAY 525 FOR 1.4 MILES TO A DIRT ROAD RIGHT,
 CQ3223'TURN RIGHT ON THE DIRT ROAD AND GO ABOUT 0.2 MILE TO A WOODEN
 CQ3223'GATE NEAR TWO TENANT HOUSES AND THE AZIMUTH MARK ON THE
 CQ3223'LEFT.  GO THROUGH THE WOODEN GATE AND FOLLOW THE TRACK ROAD
 CQ3223'NORTHWESTERLY AROUND A DRAW AND THEN EAST ABOUT 0.3 MILE
 CQ3223'TO A WIRE GATE, TURN LEFT THROUGH THE WIRE GATE AND FOLLOW
 CQ3223'THE TRACK ROAD NORTHWESTERLY FOR ABOUT 0.25 MILE TO THE
 CQ3223'STATION ON THE RIGHT AS DESCRIBED.
 CQ3223
 CQ3223                          STATION RECOVERY (1969)
 CQ3223
 CQ3223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3223'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 CQ3223'MARK, WERE RECOVERED AND ALL MARKS ARE GOOD.  DUE TO GROWTH OF
 CQ3223'TIMBER A CHECK FOR DISTANCE AND DIRECTION COULD NOT BE MADE TO THE
 CQ3223'AZIMUTH MARK OR THE REFERENCE MARKS NO. 1 AND NO. 2.  REFERENCE
 CQ3223'MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.  THERE WAS NO SUITABLE
 CQ3223'PLACE FOUND TO ESTABLISH AN AZIMUTH MARK.  THE LOCATED AND ROUTE
 CQ3223'OF THE 1958 DESCRIPTION ARE ADEQUATE.
 CQ3223'
 CQ3223'REFERENCE MARK NO. 3 IS 32 FEET SOUTHWEST OF A 4 TRUNKED PINE TREE
 CQ3223'AND 11 FEET SOUTH OF THE APPROXIMATE CENTER OF WOODS ROAD.  IT IS
 CQ3223'MARKED BY A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 CQ3223'CYLINDER MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CQ3223'GROUND.  THE DISK IS STAMPED SPRING NO 3 1930 1969.
 CQ3223'
 CQ3223'REFERENCE MARK NO. 4 IS 150 FEET NORTH OF THE APPROXIMATE CENTER OF
 CQ3223'WOODS ROAD, 21 FEET SOUTH OF A 10-INCH PINE TREE, 18 FEET WEST OF AN
 CQ3223'18-INCH PINE TREE AND 17.5 FEET EAST OF A 6-INCH PINE TREE.  IT IS
 CQ3223'MARKED BY A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 CQ3223'CYLINDER MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CQ3223'GROUND.  THE DISK IS STAMPED SPRING NO 4 1930 1969.
 CQ3223
 CQ3223                          STATION RECOVERY (1976)
 CQ3223
 CQ3223'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RCW)
 CQ3223'SPRING NO. 1 RECOVERED VERY GOOD.
 CQ3223'
 CQ3223'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MI W OF SPRINGRIDGE
 CQ3223'LA IN E 1/2 SEC 2 T15N-R16W.
 CQ3223
 CQ3223                          STATION RECOVERY (1995)
 CQ3223
 CQ3223'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3223'RECOVERED IN GOOD CONDITION.
 CQ3223
 CQ3223                          STATION RECOVERY (1999)
 CQ3223
 CQ3223'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2876 ***********************************************************************
 BX2876  DESIGNATION -  SPRING RIDGE LOT
 BX2876  PID         -  BX2876
 BX2876  STATE/COUNTY-  LA/SABINE
 BX2876  USGS QUAD   -  HOLLIS CREEK (1989)
 BX2876
 BX2876                         *CURRENT SURVEY CONTROL
 BX2876  ___________________________________________________________________
 BX2876* NAD 83(1992)-  31 47 13.33227(N)    093 28 27.92543(W)     ADJUSTED  
 BX2876* NAVD 88     -                                                        
 BX2876  ___________________________________________________________________
 BX2876  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BX2876  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2876
 BX2876  HORZ ORDER  -  THIRD
 BX2876
 BX2876.The horizontal coordinates were established by classical geodetic methods
 BX2876.and adjusted by the National Geodetic Survey in January 1993..
 BX2876
 BX2876
 BX2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2876
 BX2876.The geoid height was determined by GEOID03.
 BX2876
 BX2876;                    North         East     Units Scale Factor Converg.
 BX2876;SPC LA N     -   143,114.875   907,720.327   MT  0.99991733   -0 30 54.6
 BX2876;SPC LA N     -   469,536.05  2,978,079.11   sFT  0.99991733   -0 30 54.6
 BX2876;UTM  15      - 3,516,928.675   455,084.646   MT  0.99962488   -0 14 59.7
 BX2876
 BX2876                          SUPERSEDED SURVEY CONTROL
 BX2876
 BX2876  NAD 83(1986)-  31 47 13.34389(N)    093 28 27.91924(W) AD(       ) 4
 BX2876  NAD 27      -  31 47 12.74244(N)    093 28 27.28189(W) AD(       ) 3
 BX2876
 BX2876.Superseded values are not recommended for survey control.
 BX2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2876.See file dsdata.txt to determine how the superseded data were derived.
 BX2876
 BX2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5508516929(NAD 83)
 BX2876_MARKER: 57 = LOOKOUT TOWER
 BX2876
 BX2876  HISTORY     - Date     Condition        Report By
 BX2876  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2876  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2876  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2876
 BX2876                          STATION DESCRIPTION
 BX2876
 BX2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2876'SPRING RIDGE LOOKOUT TOWER IS OWNED BY THE LOUISIANA FOREST
 BX2876'COMMISSION AND IS LOCATED ABOUT 3 MILES SOUTHEAST OF PLEASANT HILL
 BX2876'AND 2 MILES EAST OF STATE HIGHWAY 175.
 BX2876'
 BX2876'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH AN OVERALL
 BX2876'HEIGHT OF 110 FEET.
 BX2876'
 BX2876'POINT INTERSECTED WAS THE TOP-CENTER.
 BX2876
 BX2876                          STATION RECOVERY (2001)
 BX2876
 BX2876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2876'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2876
 BX2876                          STATION RECOVERY (2001)
 BX2876
 BX2876'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX2876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1035 ***********************************************************************
 BX1035  DESIGNATION -  SPRING RM 1
 BX1035  PID         -  BX1035
 BX1035  STATE/COUNTY-  LA/NATCHITOCHES
 BX1035  USGS QUAD   -  LENA (1992)
 BX1035
 BX1035                         *CURRENT SURVEY CONTROL
 BX1035  ___________________________________________________________________
 BX1035* NAD 83(1986)-  31 28 29.     (N)    092 47 47.     (W)     SCALED    
 BX1035* NAVD 88     -        44.47   (+/-2cm)     145.9    (feet)  VERTCON   
 BX1035  ___________________________________________________________________
 BX1035  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1035
 BX1035  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1035
 BX1035.The horizontal coordinates were scaled from a topographic map and have
 BX1035.an estimated accuracy of +/- 6 seconds.
 BX1035
 BX1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1035.The vertical order pertains to the NGVD 29 superseded value.
 BX1035
 BX1035.The geoid height was determined by GEOID03.
 BX1035
 BX1035;                    North         East    Units  Estimated Accuracy
 BX1035;SPC LA N     -   108,110.      971,840.      MT  (+/- 180 meters Scaled)
 BX1035
 BX1035                          SUPERSEDED SURVEY CONTROL
 BX1035
 BX1035  NGVD 29 (??/??/??)   44.481  (m)          145.93   (f) ADJUSTED    1 2
 BX1035
 BX1035.Superseded values are not recommended for survey control.
 BX1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1035.See file dsdata.txt to determine how the superseded data were derived.
 BX1035
 BX1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ193822(NAD 83)
 BX1035_MARKER: DR = REFERENCE MARK DISK
 BX1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1035_STAMPING: SPRING 1919
 BX1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1035+STABILITY: SURFACE MOTION
 BX1035
 BX1035  HISTORY     - Date     Condition        Report By
 BX1035  HISTORY     - 1919     MONUMENTED       CGS
 BX1035  HISTORY     - 1938     GOOD             CGS
 BX1035
 BX1035                          STATION DESCRIPTION
 BX1035
 BX1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1035'2.5 MI W FROM LENA.
 BX1035'TO REACH--GO WEST ABOUT 2-1/2 MILES FROM LENA, TO FRAME HOUSE ON SOUTH
 BX1035'SIDE OF PAVED HIGHWAY ON TOP OF HILL, WHERE RAILROAD SHOWS LOOKING
 BX1035'WEST.  JUST INSIDE FENCE LINE ON NORTH EDGE OF RAILROAD RIGHT-OF-WAY,
 BX1035'ON TOP OF HILL AND 15 FEET EAST OF A WELL-BEATEN PATH ON EAST SLOPE OF
 BX1035'HILL, AND 26.525 METERS (87.03 FEET) FROM TRIANGULATION STATION
 BX1035'SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1034 ***********************************************************************
 BX1034  DESIGNATION -  SPRING RM 2
 BX1034  PID         -  BX1034
 BX1034  STATE/COUNTY-  LA/NATCHITOCHES
 BX1034  USGS QUAD   -  LENA (1992)
 BX1034
 BX1034                         *CURRENT SURVEY CONTROL
 BX1034  ___________________________________________________________________
 BX1034* NAD 83(1986)-  31 28 30.     (N)    092 47 47.     (W)     SCALED    
 BX1034* NAVD 88     -        43.87   (+/-2cm)     143.9    (feet)  VERTCON   
 BX1034  ___________________________________________________________________
 BX1034  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1034
 BX1034  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1034
 BX1034.The horizontal coordinates were scaled from a topographic map and have
 BX1034.an estimated accuracy of +/- 6 seconds.
 BX1034
 BX1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1034.The vertical order pertains to the NGVD 29 superseded value.
 BX1034
 BX1034.The geoid height was determined by GEOID03.
 BX1034
 BX1034;                    North         East    Units  Estimated Accuracy
 BX1034;SPC LA N     -   108,140.      971,840.      MT  (+/- 180 meters Scaled)
 BX1034
 BX1034                          SUPERSEDED SURVEY CONTROL
 BX1034
 BX1034  NGVD 29 (??/??/??)   43.883  (m)          143.97   (f) ADJUSTED    1 2
 BX1034
 BX1034.Superseded values are not recommended for survey control.
 BX1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1034.See file dsdata.txt to determine how the superseded data were derived.
 BX1034
 BX1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ193822(NAD 83)
 BX1034_MARKER: DR = REFERENCE MARK DISK
 BX1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1034_STAMPING: SPRING 1919
 BX1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1034+STABILITY: SURFACE MOTION
 BX1034
 BX1034  HISTORY     - Date     Condition        Report By
 BX1034  HISTORY     - 1919     MONUMENTED       CGS
 BX1034  HISTORY     - 1938     GOOD             CGS
 BX1034
 BX1034                          STATION DESCRIPTION
 BX1034
 BX1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1034'2 1/2 MI W FROM LENA.
 BX1034'GO WEST ABOUT 2-1/2 MILES FROM LENA, TO FRAME HOUSE ON SOUTH SIDE OF
 BX1034'PAVED HIGHWAY ON TOP OF HILL, WHERE RAILROAD SHOWS LOOKING WEST.  ON
 BX1034'NORTH SLOPE OF HILL ABOUT 50 FEET NORTH OF NORTH FENCE LINE, AND
 BX1034'17.287 METERS (56.72 FEET) FROM TRIANGULATION STATION SPRING, IN
 BX1034'AZIMUTH 152 DEG 19 MIN 51.3 SEC.  TO REFERENCE MARK NO. 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1489 ***********************************************************************
 DL1489  DESIGNATION -  SPRINGHILL
 DL1489  PID         -  DL1489
 DL1489  STATE/COUNTY-  LA/WEBSTER
 DL1489  USGS QUAD   -  TAYLOR (1978)
 DL1489
 DL1489                         *CURRENT SURVEY CONTROL
 DL1489  ___________________________________________________________________
 DL1489* NAD 83(1992)-  33 01 06.29598(N)    093 28 49.35193(W)     ADJUSTED  
 DL1489* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 DL1489  ___________________________________________________________________
 DL1489  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DL1489  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DL1489
 DL1489  HORZ ORDER  -  FIRST
 DL1489
 DL1489.The horizontal coordinates were established by classical geodetic methods
 DL1489.and adjusted by the National Geodetic Survey in September 1999..
 DL1489
 DL1489.The orthometric height was scaled from a topographic map.
 DL1489
 DL1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1489
 DL1489.The geoid height was determined by GEOID03.
 DL1489
 DL1489;                    North         East     Units Scale Factor Converg.
 DL1489;SPC LA N     -   279,662.635   908,391.960   MT  1.00009915   -0 31 06.0
 DL1489;SPC LA N     -   917,526.49  2,980,282.62   sFT  1.00009915   -0 31 06.0
 DL1489;SPC AR S     -   440,014.934   261,677.433   MT  1.00007434   -0 49 42.8
 DL1489;SPC AR S     - 1,443,615.66    858,520.04   sFT  1.00007434   -0 49 42.8
 DL1489;UTM  15      - 3,653,430.984   455,134.428   MT  0.99962482   -0 15 42.4
 DL1489
 DL1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1489!SPC LA N     -   0.99998921  x   1.00009915  =   1.00008836
 DL1489!SPC AR S     -   0.99998921  x   1.00007434  =   1.00006355
 DL1489!UTM  15      -   0.99998921  x   0.99962482  =   0.99961404
 DL1489
 DL1489|---------------------------------------------------------------------|
 DL1489| PID    Reference Object                     Distance      Geod. Az  |
 DL1489|                                                           dddmmss.s |
 DL1489| CX6310 SPRINGHILL RM 1                      29.429 METERS 04006     |
 DL1489| CX6311 SPRINGHILL RM 2                      20.187 METERS 10832     |
 DL1489| DL1487 SPRINGHILL MUNICIPAL TANK           APPROX. 1.9 KM 1384543.5 |
 DL1489| CQ3073 CULLEN INTL PAPER CO STACK          APPROX. 5.5 KM 1572355.2 |
 DL1489| CQ3070 CULLEN CONSOL CHEMICAL CO TANK      APPROX. 5.1 KM 1613733.6 |
 DL1489| CX6309 SPRINGHILL AZ MK                                   1772726.9 |
 DL1489|---------------------------------------------------------------------|
 DL1489
 DL1489                          SUPERSEDED SURVEY CONTROL
 DL1489
 DL1489  NAD 83(1992)-  33 01 06.30612(N)    093 28 49.34330(W) AD(       ) 1
 DL1489  NAD 83(1986)-  33 01 06.30705(N)    093 28 49.34140(W) AD(       ) 1
 DL1489  NAD 27      -  33 01 05.82000(N)    093 28 48.71700(W) AD(       ) 1
 DL1489
 DL1489.Superseded values are not recommended for survey control.
 DL1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1489.See file dsdata.txt to determine how the superseded data were derived.
 DL1489
 DL1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5513453431(NAD 83)
 DL1489_MARKER: DS = TRIANGULATION STATION DISK
 DL1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1489
 DL1489  HISTORY     - Date     Condition        Report By
 DL1489  HISTORY     - 1950     MONUMENTED       CGS
 DL1489  HISTORY     - 1959     MARK NOT FOUND   USGS
 DL1489  HISTORY     - 1960     GOOD             USGS
 DL1489  HISTORY     - 1962     GOOD             USGS
 DL1489
 DL1489                          STATION DESCRIPTION
 DL1489
 DL1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1489'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF THE CENTER
 DL1489'OF SPRINGHILL ON THE HIGHEST GROUND IN THE VICINITY AND ON LAND
 DL1489'OWNED BY MR. E.B. CONNELL WHO LIVES IN COTTON VALLEY.  IT IS 71
 DL1489'FEET SOUTH OF EAST-WEST FENCE LINE, 48 FEET WEST OF GRAVELED ROAD,
 DL1489'30 FEET WEST OF TELEPHONE POLE AND 29 FEET WEST OF NORTH-SOUTH
 DL1489'FENCE LINE.  IT IS STAMPED SPRINGHILL 1950 AND SET FLUSH WITH
 DL1489'THE SURFACE OF THE GROUND.
 DL1489'
 DL1489'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 30 FEET SOUTH OF
 DL1489'THE EAST END OF WOODEN GATE IN EAST-WEST FENCE LINE, 30 FEET EAST
 DL1489'OF GRAVELED ROAD AT THE CENTER OF TURN AND 1.5 FEET WEST OF
 DL1489'NORTH-SOUTH FENCE LINE.  IT IS STAMPED SPRINGHILL NO 1 1950 AND
 DL1489'PROJECTS 5 INCHES.
 DL1489'
 DL1489'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION, 22 FEET
 DL1489'EAST OF THE CENTER OF GRAVELED ROAD AND 1 FOOT WEST OF NORTH-SOUTH
 DL1489'FENCE LINE.  IT IS STAMPED SPRINGHILL NO 2 1950 AND PROJECTS 5
 DL1489'INCHES.
 DL1489'
 DL1489'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 DL1489'94.8 FEET.
 DL1489'
 DL1489'THE AZIMUTH MARK IS SOUTH OF THE STATION, 23 FEET EAST OF THE CENTER
 DL1489'OF GRAVELED ROAD, 7 FEET NORTH OF A LARGE OAK TREE, AND 1.5 FEET
 DL1489'NORTH OF WITNESS POST.  IT IS STAMPED SPRINGHILL 1950 AND PROJECTS
 DL1489'5 INCHES.
 DL1489'
 DL1489'TO REACH THE STATION FROM THE TRAFFIC SIGNAL JUST NORTHWEST
 DL1489'OF THE WATER TANK IN THE NORTHWEST PART OF SPRINGHILL, GO WEST
 DL1489'ON PLAIN DEALING ROAD FOR 0.85 MILE TO T-ROAD RIGHT, TURN RIGHT AND
 DL1489'GO NORTH FOR 0.35 MILE TO LARGE OAK TREE ON THE RIGHT AND AZIMUTH
 DL1489'MARK AS DESCRIBED, CONTINUE NORTH ON GRAVELED ROAD FOR 0.3 MILE
 DL1489'TO WHERE ROAD TURNS TO THE WEST AND STATION IN THE SOUTHWEST
 DL1489'ANGLE AS DESCRIBED.
 DL1489'
 DL1489'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DL1489
 DL1489                          STATION RECOVERY (1959)
 DL1489
 DL1489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DL1489'NOT RECOVERED.  THE ROAD CHANGES IN THE VICINITY MADE GIVEN
 DL1489'MEASUREMENTS AND DIRECTIONS IMPOSSIBLE TO FOLLOW.  R.M. NO. 2
 DL1489'WAS FOUND OUT OF THE GROUND.
 DL1489
 DL1489                          STATION RECOVERY (1960)
 DL1489
 DL1489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DL1489'STATION FOUND IN GOOD CONDITION AS DESCRIBED IN FIELD NOTES.
 DL1489'
 DL1489'REFERENCE MARKS NOS 1 AND 2 WERE FOUND UP ROOTED AND DESTROYED.
 DL1489
 DL1489                          STATION RECOVERY (1962)
 DL1489
 DL1489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DL1489'THE AZIMUTH MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 DL1489'NEITHER R.M. 1 OR R.M. 2 WAS FOUND.  APPARENTLY BOTH REFERENCE MARKS
 DL1489'WERE DESTROYED BY ROAD WORK.  THE TRIANGULATION STATION WAS FOUND
 DL1489'IN GOOD CONDITION IN ITS ORIGINAL POSITION.  THE DESCRIPTION
 DL1489'IS REVISED TO REFLECT CHANGES IN THE ROAD ALIGNMENT IN THE
 DL1489'VICINITY OF THE STATION--SPRINGHILL, 0.9 MI. N AND 1.7 MI W OF THE
 DL1489'LA. AND ARK. RR DEPOT, NEAR THE NE CORNER SEC 3, T 23 N., R 11
 DL1489'W, 90 FT S AND 50 FT W OF T RD., S., 56 FT S AND 17 FT W OF A
 DL1489'FENCE CORNER, IN A SMALL TIMBERED FIELD, 2 FT W OF A WHITE
 DL1489'WITNESS POST, TWO INCHES BELOW THE GROUND, STANDARD USC AND
 DL1489'GS TABLET STAMPED SPRINGHILL 1950 IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4142 ***********************************************************************
 BJ4142  DESIGNATION -  SPRINGHILL FLA GAS RAD MAST
 BJ4142  PID         -  BJ4142
 BJ4142  STATE/COUNTY-  LA/WASHINGTON
 BJ4142  USGS QUAD   -  SHERIDAN (1983)
 BJ4142
 BJ4142                         *CURRENT SURVEY CONTROL
 BJ4142  ___________________________________________________________________
 BJ4142* NAD 83(1992)-  30 47 06.59210(N)    090 03 36.39804(W)     ADJUSTED  
 BJ4142* NAVD 88     -                                                        
 BJ4142  ___________________________________________________________________
 BJ4142  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BJ4142  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BJ4142
 BJ4142  HORZ ORDER  -  THIRD
 BJ4142
 BJ4142.The horizontal coordinates were established by classical geodetic methods
 BJ4142.and adjusted by the National Geodetic Survey in May 1994..
 BJ4142
 BJ4142
 BJ4142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4142
 BJ4142.The geoid height was determined by GEOID03.
 BJ4142
 BJ4142;                    North         East     Units Scale Factor Converg.
 BJ4142;SPC LA S     -   253,982.348 1,121,869.789   MT  1.00001922   +0 38 11.9
 BJ4142;SPC LA S     -   833,273.75  3,680,667.80   sFT  1.00001922   +0 38 11.9
 BJ4142;UTM  15      - 3,409,489.527   781,346.096   MT  1.00057656   +1 30 20.5
 BJ4142;UTM  16      - 3,409,798.274   207,143.654   MT  1.00065811   -1 34 02.4
 BJ4142
 BJ4142                          SUPERSEDED SURVEY CONTROL
 BJ4142
 BJ4142  NAD 83(1992)-  30 47 06.59429(N)    090 03 36.39614(W) AD(       ) 4
 BJ4142  NAD 83(1986)-  30 47 06.60582(N)    090 03 36.39511(W) AD(       ) 4
 BJ4142  NAD 27      -  30 47 05.93550(N)    090 03 36.10255(W) AD(       ) 3
 BJ4142
 BJ4142.Superseded values are not recommended for survey control.
 BJ4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4142.See file dsdata.txt to determine how the superseded data were derived.
 BJ4142
 BJ4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8134609490(NAD 83)
 BJ4142_MARKER: 42 = RADIO/TV MAST
 BJ4142
 BJ4142  HISTORY     - Date     Condition        Report By
 BJ4142  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4142
 BJ4142                          STATION DESCRIPTION
 BJ4142
 BJ4142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4142'FLORIDA NATURAL GAS COMPANY RADIO STATION KAQ818 MAST IS LOCATED IN
 BJ4142'AN OPEN AREA, ON COMPANY GROUNDS, ABOUT 0.05 MILE WEST OF STATE
 BJ4142'HIGHWAY 437, 3 MILES SOUTHEAST OF SPRINGHILL, 7 MILES SOUTHEAST
 BJ4142'OF FRANKLINTON AND ABOUT 500 FEET NORTH OF THE COMPANY
 BJ4142'COMPRESSOR AND OFFICE BUILDING.
 BJ4142'
 BJ4142'A SLENDER TRIANGULAR SHAPED STEEL MAST, 256 FEET IN HEIGHT, PAINTED
 BJ4142'ORANGE-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT AT TOP.
 BJ4142'
 BJ4142'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1487 ***********************************************************************
 DL1487  DESIGNATION -  SPRINGHILL MUNICIPAL TANK
 DL1487  PID         -  DL1487
 DL1487  STATE/COUNTY-  LA/WEBSTER
 DL1487  USGS QUAD   -  TAYLOR (1978)
 DL1487
 DL1487                         *CURRENT SURVEY CONTROL
 DL1487  ___________________________________________________________________
 DL1487* NAD 83(1992)-  33 00 19.85570(N)    093 28 01.03980(W)     ADJUSTED  
 DL1487* NAVD 88     -                                                        
 DL1487  ___________________________________________________________________
 DL1487  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DL1487  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DL1487
 DL1487  HORZ ORDER  -  THIRD
 DL1487
 DL1487.The horizontal coordinates were established by classical geodetic methods
 DL1487.and adjusted by the National Geodetic Survey in September 1999..
 DL1487
 DL1487
 DL1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1487
 DL1487.The geoid height was determined by GEOID03.
 DL1487
 DL1487;                    North         East     Units Scale Factor Converg.
 DL1487;SPC LA N     -   278,220.607   909,633.152   MT  1.00009484   -0 30 40.4
 DL1487;SPC LA N     -   912,795.44  2,984,354.77   sFT  1.00009484   -0 30 40.4
 DL1487;SPC AR S     -   438,566.242   262,910.779   MT  1.00007832   -0 49 15.7
 DL1487;SPC AR S     - 1,438,862.75    862,566.45   sFT  1.00007832   -0 49 15.7
 DL1487;UTM  15      - 3,651,995.212   456,381.479   MT  0.99962346   -0 15 15.7
 DL1487
 DL1487                          SUPERSEDED SURVEY CONTROL
 DL1487
 DL1487  NAD 83(1992)-  33 00 19.86559(N)    093 28 01.03143(W) AD(       ) 4
 DL1487  NAD 83(1986)-  33 00 19.86692(N)    093 28 01.02944(W) AD(       ) 4
 DL1487  NAD 27      -  33 00 19.38000(N)    093 28 00.40800(W) AD(       ) 3
 DL1487
 DL1487.Superseded values are not recommended for survey control.
 DL1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1487.See file dsdata.txt to determine how the superseded data were derived.
 DL1487
 DL1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5638151995(NAD 83)
 DL1487_MARKER: 53 = ELEVATED TANK
 DL1487
 DL1487  HISTORY     - Date     Condition        Report By
 DL1487  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1487
 DL1487                          STATION DESCRIPTION
 DL1487
 DL1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DL1487'THE STATION IS LOCATED AT THE SOUTHEAST INTERSECTION OF STATE
 DL1487'ROUTES 70, 90, AND 562, IN THE TOWN OF SPRINGHILL.
 DL1487'
 DL1487'IT IS AN ELEVATED TANK SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND
 DL1487'ITS OVER-ALL HEIGHT IS 120 FEET.  IT HAS THE LETTERS SPRINGHILL
 DL1487'PAINTED ON ITS NORTH AND SOUTH SIDES.
 DL1487'
 DL1487'A BALL ON TOP OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4360 ***********************************************************************
 BJ4360  DESIGNATION -  SPRINGVILLE LOT
 BJ4360  PID         -  BJ4360
 BJ4360  STATE/COUNTY-  LA/LIVINGSTON
 BJ4360  USGS QUAD   -  FROST (1980)
 BJ4360
 BJ4360                         *CURRENT SURVEY CONTROL
 BJ4360  ___________________________________________________________________
 BJ4360* NAD 83(1992)-  30 26 21.13845(N)    090 39 27.19000(W)     ADJUSTED  
 BJ4360* NAVD 88     -                                                        
 BJ4360  ___________________________________________________________________
 BJ4360  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ4360  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ4360
 BJ4360  HORZ ORDER  -  THIRD
 BJ4360
 BJ4360.The horizontal coordinates were established by classical geodetic methods
 BJ4360.and adjusted by the National Geodetic Survey in January 1993..
 BJ4360
 BJ4360
 BJ4360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4360
 BJ4360.The geoid height was determined by GEOID03.
 BJ4360
 BJ4360;                    North         East     Units Scale Factor Converg.
 BJ4360;SPC LA S     -   215,143.266 1,064,911.214   MT  0.99995491   +0 20 16.4
 BJ4360;SPC LA S     -   705,849.20  3,493,796.21   sFT  0.99995491   +0 20 16.4
 BJ4360;UTM  15      - 3,369,784.954   724,952.862   MT  1.00022432   +1 11 14.1
 BJ4360
 BJ4360                          SUPERSEDED SURVEY CONTROL
 BJ4360
 BJ4360  NAD 83(1986)-  30 26 21.15531(N)    090 39 27.18804(W) AD(       ) 4
 BJ4360  NAD 27      -  30 26 20.46429(N)    090 39 26.85228(W) AD(       ) 3
 BJ4360
 BJ4360.Superseded values are not recommended for survey control.
 BJ4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4360.See file dsdata.txt to determine how the superseded data were derived.
 BJ4360
 BJ4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2495369785(NAD 83)
 BJ4360_MARKER: 57 = LOOKOUT TOWER
 BJ4360
 BJ4360  HISTORY     - Date     Condition        Report By
 BJ4360  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4360  HISTORY     - 1973     GOOD             NGS
 BJ4360
 BJ4360                          STATION DESCRIPTION
 BJ4360
 BJ4360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4360'SPRINGVILLE, LOOKOUT TOWER IS LOCATED ON STATE PROPERTY, ABOUT 500
 BJ4360'FEET NORTH OF STATE HIGHWAY 42, 5 MILES WEST OF SPRINGFIELD AND 0.9
 BJ4360'MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 42 AND 441.
 BJ4360'
 BJ4360'STATION IS A SQUARE METAL CAB, GREY IN COLOR, WINDOWS ON ALL FOUR
 BJ4360'SIDES, CONICAL SHAPED ROOF, 140 FEET IN HEIGHT AND SUPPORTED BY 4
 BJ4360'STEEL CHANNEL LEGS.
 BJ4360'
 BJ4360'POINT INTERSECTED, WAS TOP-CENTER OF THE CAB.
 BJ4360
 BJ4360                          STATION RECOVERY (1973)
 BJ4360
 BJ4360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4360'THE APEX OF THE SPRINGVILLE LOOKOUT TOWER, OWNED BY THE LOUISIANA
 BJ4360'FORESTRY COMMISSION, LOCATED 6.5 MILES SOUTHEAST OF LIVINGSTON, 5
 BJ4360'MILES WEST OF SPRINGFIELD, 1.5 MILES EAST OF SPRINGVILLE AND ON THE
 BJ4360'WEST SIDE OF STATE HIGHWAY 42.  IT IS A 4-LEGGED STEEL STRUCTURE
 BJ4360'WITH A METAL BUILDING ATOP, 140 FEET IN HEIGHT AND GRAY IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1028 ***********************************************************************
 BX1028  DESIGNATION -  SS 96
 BX1028  PID         -  BX1028
 BX1028  STATE/COUNTY-  LA/RAPIDES
 BX1028  USGS QUAD   -  BOYCE (1992)
 BX1028
 BX1028                         *CURRENT SURVEY CONTROL
 BX1028  ___________________________________________________________________
 BX1028* NAD 83(1986)-  31 26 35.     (N)    092 44 40.     (W)     SCALED    
 BX1028* NAVD 88     -        31.26   (+/-2cm)     102.6    (feet)  VERTCON   
 BX1028  ___________________________________________________________________
 BX1028  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BX1028
 BX1028  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1028
 BX1028.The horizontal coordinates were scaled from a topographic map and have
 BX1028.an estimated accuracy of +/- 6 seconds.
 BX1028
 BX1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1028.The vertical order pertains to the NGVD 29 superseded value.
 BX1028
 BX1028.The geoid height was determined by GEOID03.
 BX1028
 BX1028;                    North         East    Units  Estimated Accuracy
 BX1028;SPC LA N     -   104,590.      976,760.      MT  (+/- 180 meters Scaled)
 BX1028
 BX1028                          SUPERSEDED SURVEY CONTROL
 BX1028
 BX1028  NGVD 29 (??/??/??)   31.263  (m)          102.57   (f) ADJUSTED    1 2
 BX1028
 BX1028.Superseded values are not recommended for survey control.
 BX1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1028.See file dsdata.txt to determine how the superseded data were derived.
 BX1028
 BX1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ242787(NAD 83)
 BX1028_MARKER: DB = BENCH MARK DISK
 BX1028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1028_SP_SET: ABUTMENT
 BX1028_STAMPING: SS 96
 BX1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1028
 BX1028  HISTORY     - Date     Condition        Report By
 BX1028  HISTORY     - UNK      MONUMENTED       CGS
 BX1028  HISTORY     - 1938     GOOD             CGS
 BX1028  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 BX1028
 BX1028                          STATION DESCRIPTION
 BX1028
 BX1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1028'1.9 MI SE FROM LENA.
 BX1028'1.9 MI SE OF THE R.R.STATION ON THE TOP OF WEST ABUTMENT OF BRIDGE
 BX1028'NUMBER 214.8.  6 1/2 POLES EAST OF MILE POST NUMBER 215.  ABOUT 1 MILE
 BX1028'EAST OF VIADUCT OVER THE R.R.  4.4 FT SOUTH OF THE SOUTH RAIL AND
 BX1028'ABOUT 1 FOOT BELOW THE TRACKS.
 BX1028
 BX1028                          STATION RECOVERY (1948)
 BX1028
 BX1028'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 BX1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4433 ***********************************************************************
 BJ4433  DESIGNATION -  ST AMANT
 BJ4433  PID         -  BJ4433
 BJ4433  STATE/COUNTY-  LA/ASCENSION
 BJ4433  USGS QUAD   -  SORRENTO (1980)
 BJ4433
 BJ4433                         *CURRENT SURVEY CONTROL
 BJ4433  ___________________________________________________________________
 BJ4433* NAD 83(1992)-  30 14 35.03361(N)    090 50 11.77278(W)     ADJUSTED  
 BJ4433* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 BJ4433  **This station is located in a subsidence area (see below).
 BJ4433  ___________________________________________________________________
 BJ4433  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4433  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BJ4433
 BJ4433  HORZ ORDER  -  FIRST
 BJ4433
 BJ4433.The horizontal coordinates were established by classical geodetic methods
 BJ4433.and adjusted by the National Geodetic Survey in January 1993..
 BJ4433
 BJ4433 ** The orthometric height has not been validated since last determined
 BJ4433 ** by differential leveling and should not be used for control purposes.
 BJ4433 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4433 ** area with valid NAVD 88 orthometric heights.
 BJ4433 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4433 ** epoch indicated which incorporates improved geoid heights for the
 BJ4433 ** Southern Louisiana Subsidence area.
 BJ4433 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4433
 BJ4433.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4433
 BJ4433.The geoid height was determined by GEOID03.
 BJ4433
 BJ4433;                    North         East     Units Scale Factor Converg.
 BJ4433;SPC LA S     -   193,312.947 1,047,807.106   MT  0.99993464   +0 14 54.1
 BJ4433;SPC LA S     -   634,227.56  3,437,680.48   sFT  0.99993464   +0 14 54.1
 BJ4433;UTM  15      - 3,347,699.453   708,168.769   MT  1.00013465   +1 05 24.1
 BJ4433
 BJ4433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4433!SPC LA S     -   1.00000403  x   0.99993464  =   0.99993867
 BJ4433!UTM  15      -   1.00000403  x   1.00013465  =   1.00013868
 BJ4433
 BJ4433|---------------------------------------------------------------------|
 BJ4433| PID    Reference Object                     Distance      Geod. Az  |
 BJ4433|                                                           dddmmss.s |
 BJ4433| CW2341 ST AMANT RM 1                        29.485 METERS 01347     |
 BJ4433| CW2342 ST AMANT RM 2                        30.675 METERS 26248     |
 BJ4433| CW2343 ST AMANT RM 3                                      2873244.9 |
 BJ4433|---------------------------------------------------------------------|
 BJ4433
 BJ4433                          SUPERSEDED SURVEY CONTROL
 BJ4433
 BJ4433  NAD 83(1986)-  30 14 35.04987(N)    090 50 11.77296(W) AD(       ) 1
 BJ4433  NAD 27      -  30 14 34.34436(N)    090 50 11.42712(W) AD(       ) 1
 BJ4433  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 BJ4433
 BJ4433.Superseded values are not recommended for survey control.
 BJ4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4433.See file dsdata.txt to determine how the superseded data were derived.
 BJ4433
 BJ4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0816947699(NAD 83)
 BJ4433_MARKER: DS = TRIANGULATION STATION DISK
 BJ4433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4433_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4433
 BJ4433  HISTORY     - Date     Condition        Report By
 BJ4433  HISTORY     - 1973     MONUMENTED       NGS
 BJ4433  HISTORY     - 20060522 MARK NOT FOUND   NGS
 BJ4433
 BJ4433                          STATION DESCRIPTION
 BJ4433
 BJ4433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4433'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF FRENCH
 BJ4433'SETTLEMENT, 4-3/4 MILES EAST-NORTHEAST OF GONZALES, 3-1/2 MILES
 BJ4433'NORTH OF SORRENTO AND ON THE PROPERTY OF THE ST AMANT PROPERTIES
 BJ4433'INCORPORATION, POST OFFICE BOX 17, ST AMANT, LOUISIANA.
 BJ4433'
 BJ4433'TO REACH THE STATION FROM THE POST OFFICE IN ST AMANT, GO WEST ON
 BJ4433'STATE HIGHWAY 429 FOR 0.5 MILE TO JUNCTION OF STATE HIGHWAY 431.
 BJ4433'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 431 FOR 1.25 MILES TO A
 BJ4433'CROSSROAD (STATE HIGHWAY 935).  TURN RIGHT AND GO EAST ON STATE
 BJ4433'HIGHWAY 935 FOR 2.7 MILES TO THE ENTRANCE TO ST AMANT PARK
 BJ4433'RECREATION CLUB ON THE LEFT (SHELL ROAD).  TURN LEFT AND GO NORTH AND
 BJ4433'EAST ON SHELL ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 BJ4433'
 BJ4433'TO REACH THE REFERENCE MARK 3 (AZI. MK.) FROM THE STATION, GO NORTH
 BJ4433'AND WEST ON SHELL ROAD FOR 0.25 MILE TO THE REFERENCE MARK 3 ON THE
 BJ4433'RIGHT.
 BJ4433'
 BJ4433'THE STATION MARKS ARE STANDARD DISKS STAMPED ST AMANT 1973.  THE
 BJ4433'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4433'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET
 BJ4433'NORTHEAST OF A 14-INCH TWIN TRUNK OAK TREE, 36 FEET SOUTHWEST OF
 BJ4433'THE CENTER OF THE PARK DRIVE AND 26 FEET WEST OF A CHAIN-LINK
 BJ4433'FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 BJ4433'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4433'
 BJ4433'REFERENCE MARK 1, A STANDARD DISK STAMPED ST AMANT NO 1 1973, IS SET
 BJ4433'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 BJ4433'INCHES BELOW THE GROUND SURFACE.  IT IS 17 FEET EAST OF THE CENTER OF
 BJ4433'THE PARK DRIVE AND 1.3 FEET WEST OF A CHAIN-LINK FENCE.
 BJ4433'
 BJ4433'REFERENCE MARK 2, A STANDARD DISK STAMPED ST AMANT NO 2 1973, IS SET
 BJ4433'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 BJ4433'INCHES BELOW THE GROUND SURFACE.  IT IS 54 FEET NORTH OF AN 18-INCH
 BJ4433'OAK TREE, 51 FEET NORTHWEST OF THE 14-INCH TWIN-TRUNK OAK TREE AND 12
 BJ4433'FEET NORTHWEST OF THE CENTER OF THE PARK DRIVE.
 BJ4433'
 BJ4433'REFERENCE MARK 3, A STANDARD DISK STAMPED ST AMANT NO 3 1973, IS SET
 BJ4433'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4433'BELOW THE GROUND SURFACE.  IT IS 36 FEET WEST OF THE CENTER OF THE
 BJ4433'PARK DRIVE, 2.2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 BJ4433'AND 1.6 FEET EAST OF A CHAIN-LINK FENCE.
 BJ4433'
 BJ4433'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 BJ4433
 BJ4433                          STATION RECOVERY (2006)
 BJ4433
 BJ4433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4433'NOT RECOVERED, AREA HAS BEEN CHANGED A LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4435 ***********************************************************************
 BJ4435  DESIGNATION -  ST AMANT L AND A RWY MICROWAVE
 BJ4435  PID         -  BJ4435
 BJ4435  STATE/COUNTY-  LA/ASCENSION
 BJ4435  USGS QUAD   -  SORRENTO (1980)
 BJ4435
 BJ4435                         *CURRENT SURVEY CONTROL
 BJ4435  ___________________________________________________________________
 BJ4435* NAD 83(1992)-  30 13 37.71900(N)    090 51 56.22960(W)     ADJUSTED  
 BJ4435* NAVD 88     -                                                        
 BJ4435  **This station is located in a subsidence area (see below).
 BJ4435  ___________________________________________________________________
 BJ4435  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4435  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BJ4435
 BJ4435  HORZ ORDER  -  THIRD
 BJ4435
 BJ4435.The horizontal coordinates were established by classical geodetic methods
 BJ4435.and adjusted by the National Geodetic Survey in January 1993..
 BJ4435
 BJ4435 ** The orthometric height has not been validated since last determined
 BJ4435 ** by differential leveling and should not be used for control purposes.
 BJ4435 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4435 ** area with valid NAVD 88 orthometric heights.
 BJ4435 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4435 ** epoch indicated which incorporates improved geoid heights for the
 BJ4435 ** Southern Louisiana Subsidence area.
 BJ4435 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4435
 BJ4435.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4435
 BJ4435.The geoid height was determined by GEOID03.
 BJ4435
 BJ4435;                    North         East     Units Scale Factor Converg.
 BJ4435;SPC LA S     -   191,536.411 1,045,021.739   MT  0.99993351   +0 14 01.9
 BJ4435;SPC LA S     -   628,399.04  3,428,542.16   sFT  0.99993351   +0 14 01.9
 BJ4435;UTM  15      - 3,345,881.858   705,409.255   MT  1.00012057   +1 04 29.6
 BJ4435
 BJ4435                          SUPERSEDED SURVEY CONTROL
 BJ4435
 BJ4435  NAD 83(1986)-  30 13 37.73566(N)    090 51 56.22961(W) AD(       ) 4
 BJ4435  NAD 27      -  30 13 37.02870(N)    090 51 55.88074(W) AD(       ) 3
 BJ4435
 BJ4435.Superseded values are not recommended for survey control.
 BJ4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4435.See file dsdata.txt to determine how the superseded data were derived.
 BJ4435
 BJ4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0540945882(NAD 83)
 BJ4435_MARKER: 44 = MICROWAVE MAST
 BJ4435
 BJ4435  HISTORY     - Date     Condition        Report By
 BJ4435  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4435
 BJ4435                          STATION DESCRIPTION
 BJ4435
 BJ4435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4435'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ST AMANT, KANSAS
 BJ4435'CITY SOUTHERN RAILROAD COMPANY COMMUNICATION MAST, LOCATED 3 MILES
 BJ4435'EAST OF GONZALES, 0.5 MILE SOUTHWEST OF ST AMANT AND ABOUT 0.2 MILE
 BJ4435'EAST OF STATE HIGHWAY 431.  IT IS A STEEL STRUCTURE, TRIANGULAR
 BJ4435'AND CROSS SECTIONED, 285 FEET IN HEIGHT, RED AND WHITE IN
 BJ4435'ALTERNATE SECTIONS, GUYED AND HAS TWO FAN TYPE ANTENNAS NEAR THE
 BJ4435'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1341 ***********************************************************************
 AT1341  DESIGNATION -  ST BERNARD WATER TANK
 AT1341  PID         -  AT1341
 AT1341  STATE/COUNTY-  LA/ST BERNARD
 AT1341  USGS QUAD   -  DELACROIX (1994)
 AT1341
 AT1341                         *CURRENT SURVEY CONTROL
 AT1341  ___________________________________________________________________
 AT1341* NAD 83(1992)-  29 52 07.09955(N)    089 52 30.18486(W)     ADJUSTED  
 AT1341* NAVD 88     -                                                        
 AT1341  **This station is located in a subsidence area (see below).
 AT1341  ___________________________________________________________________
 AT1341  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AT1341  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AT1341
 AT1341  HORZ ORDER  -  THIRD
 AT1341
 AT1341.The horizontal coordinates were established by classical geodetic methods
 AT1341.and adjusted by the National Geodetic Survey in January 1993..
 AT1341
 AT1341 ** The orthometric height has not been validated since last determined
 AT1341 ** by differential leveling and should not be used for control purposes.
 AT1341 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1341 ** area with valid NAVD 88 orthometric heights.
 AT1341 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1341 ** epoch indicated which incorporates improved geoid heights for the
 AT1341 ** Southern Louisiana Subsidence area.
 AT1341 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1341
 AT1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1341
 AT1341.The geoid height was determined by GEOID03.
 AT1341
 AT1341;                    North         East     Units Scale Factor Converg.
 AT1341;SPC LA S     -   152,602.330 1,140,875.254   MT  0.99992839   +0 43 45.0
 AT1341;SPC LA S     -   500,662.81  3,743,021.56   sFT  0.99992839   +0 43 45.0
 AT1341;UTM  16      - 3,307,701.490   222,284.320   MT  1.00055170   -1 25 57.8
 AT1341
 AT1341                          SUPERSEDED SURVEY CONTROL
 AT1341
 AT1341  NAD 83(1986)-  29 52 07.11188(N)    089 52 30.18489(W) AD(       ) 4
 AT1341  NAD 27      -  29 52 06.36808(N)    089 52 29.95108(W) AD(       ) 3
 AT1341
 AT1341.Superseded values are not recommended for survey control.
 AT1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1341.See file dsdata.txt to determine how the superseded data were derived.
 AT1341
 AT1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2228407701(NAD 83)
 AT1341_MARKER: 53 = ELEVATED TANK
 AT1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1341+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 AT1341
 AT1341  HISTORY     - Date     Condition        Report By
 AT1341  HISTORY     - 1972     FIRST OBSERVED   NGS
 AT1341  HISTORY     - 20040321 GOOD             NGS
 AT1341
 AT1341                          STATION DESCRIPTION
 AT1341
 AT1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1341'THE STATION IS THE CENTER OF THE LIGHT IN THE APPROXIMATE CENTER OF
 AT1341'THE WATER TANK.  THE WATER TANK IS A ROUND METAL TANK PAINTED SILVER
 AT1341'AND SUPPORTED BY 6 TUBULAR TYPE LEGS AND IT IS LOCATED 1.4 MILES
 AT1341'WEST-NORTHWEST OF THE POST OFFICE IN ST BERNARD AND 0.1 MILE NORTH
 AT1341'OF STATE HIGHWAY 46.  IT IS ST BERNARD WATER TANK.
 AT1341'
 AT1341'THE POINT INTERSECTED WAS THE LIGHT IN THE APPROXIMATE CENTER OF THE
 AT1341'TANK.
 AT1341'
 AT1341'THE OVER ALL HEIGHT IS 150 FEET ABOVE THE GROUND LEVEL.
 AT1341'
 AT1341'THE WATER TANK IS OWNED AND OPERATED BY THE ST BERNARD PARISH WATER
 AT1341'BOARD.
 AT1341
 AT1341                          STATION RECOVERY (2004)
 AT1341
 AT1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMR)
 AT1341'BENCH MARK IS LOCATED .3 MILES SOUTH OF SAINT BERNARD HIGH SCHOOL.
 AT1341'BENCH MARK IS LOCATED 200 FT. WEST OF TORRES DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2914 ***********************************************************************
 AU2914  DESIGNATION -  ST DENIS 3
 AU2914  PID         -  AU2914
 AU2914  STATE/COUNTY-  LA/JEFFERSON
 AU2914  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2914
 AU2914                         *CURRENT SURVEY CONTROL
 AU2914  ___________________________________________________________________
 AU2914* NAD 83(1992)-  29 29 45.73165(N)    090 01 02.43124(W)     ADJUSTED  
 AU2914* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2914  **This station is located in a subsidence area (see below).
 AU2914  ___________________________________________________________________
 AU2914  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU2914  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AU2914
 AU2914  HORZ ORDER  -  SECOND
 AU2914
 AU2914.The horizontal coordinates were established by classical geodetic methods
 AU2914.and adjusted by the National Geodetic Survey in January 1993..
 AU2914
 AU2914 ** The orthometric height has not been validated since last determined
 AU2914 ** by differential leveling and should not be used for control purposes.
 AU2914 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2914 ** area with valid NAVD 88 orthometric heights.
 AU2914 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2914 ** epoch indicated which incorporates improved geoid heights for the
 AU2914 ** Southern Louisiana Subsidence area.
 AU2914 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2914.The orthometric height was scaled from a topographic map.
 AU2914
 AU2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2914
 AU2914.The geoid height was determined by GEOID03.
 AU2914
 AU2914;                    North         East     Units Scale Factor Converg.
 AU2914;SPC LA S     -   111,139.140 1,127,604.397   MT  0.99996429   +0 39 28.8
 AU2914;SPC LA S     -   364,629.00  3,699,482.09   sFT  0.99996429   +0 39 28.8
 AU2914;UTM  15      - 3,266,652.385   789,180.603   MT  1.00063199   +1 28 10.5
 AU2914;UTM  16      - 3,266,739.199   207,455.039   MT  1.00065614   -1 29 12.1
 AU2914
 AU2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2914!SPC LA S     -   1.00000388  x   0.99996429  =   0.99996817
 AU2914!UTM  15      -   1.00000388  x   1.00063199  =   1.00063587
 AU2914!UTM  16      -   1.00000388  x   1.00065614  =   1.00066002
 AU2914
 AU2914|---------------------------------------------------------------------|
 AU2914| PID    Reference Object                     Distance      Geod. Az  |
 AU2914|                                                           dddmmss.s |
 AU2914| DD8108 ST DENIS 3 RM 2                      16.779 METERS 02406     |
 AU2914| AT1239 SOG                                 APPROX.10.2 KM 1091543.3 |
 AU2914| AT1238 BAYOU ST DENIS S ENTRANCE LT        APPROX. 8.4 KM 1372154.0 |
 AU2914| AT1237 BAYOU ST DENIS N ENTRANCE LT        APPROX. 6.8 KM 1391710.8 |
 AU2914| DD8107 ST DENIS 3 RM 1                      18.193 METERS 28612     |
 AU2914| AU2821 DEN                                 APPROX. 6.6 KM 2863949.2 |
 AU2914| AU2825 MAURICE                             APPROX. 6.7 KM 3075457.5 |
 AU2914|---------------------------------------------------------------------|
 AU2914
 AU2914                          SUPERSEDED SURVEY CONTROL
 AU2914
 AU2914  NAD 83(1986)-  29 29 45.74546(N)    090 01 02.43736(W) AD(       ) 2
 AU2914  NAD 27      -  29 29 44.96200(N)    090 01 02.17500(W) AD(       ) 2
 AU2914
 AU2914.Superseded values are not recommended for survey control.
 AU2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2914.See file dsdata.txt to determine how the superseded data were derived.
 AU2914
 AU2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8918166652(NAD 83)
 AU2914_MARKER: DS = TRIANGULATION STATION DISK
 AU2914_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2914_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2914
 AU2914  HISTORY     - Date     Condition        Report By
 AU2914  HISTORY     - 1934     MONUMENTED       CGS
 AU2914  HISTORY     - 1952     GOOD             CGS
 AU2914  HISTORY     - 1954     GOOD             CGS
 AU2914
 AU2914                          STATION DESCRIPTION
 AU2914
 AU2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2914'APPROXIMATELY 2 MILES N OF BARATARIA BAY, W OF THE JUNCTION
 AU2914'OF BAYOU ST. DENIS AND BAYOU CUTLER, AND IN SOLID GROUND 29
 AU2914'METERS (95 FEET) N OF THE HIGH-WATER MARK OF BAYOU ST. DENIS.
 AU2914'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU2914'IN CONCRETE IN THE TOP OF TILES.
 AU2914'
 AU2914'REFERENCE MARK NO. 1 IS PARALLEL WITH THE SHORE LINE OF BAYOU
 AU2914'ST. DENIS AND 18.193 METERS (59.69 FEET) FROM THE STATION
 AU2914'N 73 DEG 48 MIN W.
 AU2914'
 AU2914'REFERENCE MARK NO. 2 IS PARALLEL WITH THE SHORE LINE OF
 AU2914'BAYOU ST. DENIS AND 16.779 METERS (55.05 FEET) FROM THE
 AU2914'STATION N 24 DEG 06 MIN E.  THE BAYOU CUTLER
 AU2914'ENTRANCE LIGHT IS 91 METERS (299 FEET) FROM THE STATION
 AU2914'N 60 DEG 37 MIN E.
 AU2914
 AU2914                          STATION RECOVERY (1952)
 AU2914
 AU2914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2914'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2914'THE AREA IS NOW COVERED BY A SHELL FILL.  THE STATION HAS
 AU2914'BEEN PRESERVED IN A WOODEN WELL, BUT THE REFERENCE MARKS
 AU2914'ARE BENEATH THE FILL.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2914'
 AU2914'STATION IS LOCATED ON THE POINT NW OF THE CONFLUENCE OF
 AU2914'BAYOU BUTLER AND BAYOU ST. DENIS, ABOUT 350 FT. SW OF THE
 AU2914'POINT, IN HEAVY BRUSH ON A SHELL FILL, AND IN A WELL MADE
 AU2914'OF BOARDS.  THE MEAN HIGH-WATERLINE OF BAYOU ST. DENIS IS 89
 AU2914'FT. S 66 DEG E (MAGNETIC).  AT THE TIME THAT
 AU2914'THE STATION WAS VISITED, THERE WAS A 10-FT. STAND IN PLACE
 AU2914'OVER THE STATION.  THE DISK IS 20 IN. UNDER THE FILL, BUT
 AU2914'IT WAS NOT ACCESSIBLE FOR EXAMINATION.
 AU2914'
 AU2914'REFERENCE MARK 1 IS 149 FT. W OF THE MEAN HIGH-WATERLINE,
 AU2914'199 FT. S OF THE SW CORNER OF A HOUSE, 55 FT. S-SW OF A
 AU2914'DEAD 36-IN. OAK TREE, 6 IN. NE OF A 4- BY 4-IN. WOODEN WITNESS
 AU2914'POST, AND 18.193 M. (59.69 FT.) FROM THE STATION
 AU2914'N 73 DEG 48 MIN W (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU2914'IT IS A STANDARD DISK, STAMPED 1 1934 AND SET IN A CONCRETE
 AU2914'MONUMENT 30 IN. BENEATH THE SURFACE OF THE SHELL FILL.
 AU2914'
 AU2914'REFERENCE MARK 2 IS 113 FT. SW OF THE SW CORNER OF A HOUSE,
 AU2914'103 FT. W OF THE MEAN HIGH-WATERLINE, 37 FT. E-NE OF A DEAD
 AU2914'36-IN. OAK TREE, 6 IN. W OF A 4- BY 4-IN. WOODEN WITNESS
 AU2914'POST, AND 16.799 M. (55.05 FT.) FROM THE STATION
 AU2914'N 24 DEG 06 MIN E (ACCORDING TO THE ORIGINAL DESCRIPTION).
 AU2914'IT IS A STANDARD DISK, STAMPED 2 1934 AND SET IN A CONCRETE
 AU2914'MONUMENT 18 IN. BENEATH THE SURFACE OF THE SHELL FILL.
 AU2914'
 AU2914'BAYOU CUTLER ENTRANCE LIGHT, MENTIONED IN THE ORIGINAL DESCRIPTION,
 AU2914'HAS BEEN REBUILT.
 AU2914
 AU2914                          STATION RECOVERY (1954)
 AU2914
 AU2914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHP)
 AU2914'MONUMENT IS 18 IN. BELOW THE LEVEL OF THE GROUND, AND ENCLOSED
 AU2914'BY A 12- BY 12-IN. COLLAR MADE OF 3- BY 12-IN. LUMBER IN
 AU2914'POOR CONDITION.  MONUMENT IS STABLE.  OVER MONUMENT IS A
 AU2914'CREOSOTED TOWER IN GOOD CONDITION.  AT APPROXIMATE CALLED
 AU2914'AZIMUTH AND DISTANCE FOR REFERENCE MARK 1 IS A 4- BY 4-IN.
 AU2914'POST MARKED USBM.  AT APPROXIMATE CALLED AZIMUTH AND DISTANCE
 AU2914'FOR REFERENCE MARK 2 IS A 4- BY 4-IN. POST MARKED USBM.
 AU2914'NO ATTEMPT WAS MADE TO RECOVER THE REFERENCE MARKS THEMSELVES.
 AU2914'IT IS STAMPED ST DENIS 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4911 ***********************************************************************
 BJ4911  DESIGNATION -  ST FRANCISVILLE CTHSE DOME
 BJ4911  PID         -  BJ4911
 BJ4911  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4911  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ4911
 BJ4911                         *CURRENT SURVEY CONTROL
 BJ4911  ___________________________________________________________________
 BJ4911* NAD 83(1992)-  30 46 31.09296(N)    091 23 11.02945(W)     ADJUSTED  
 BJ4911* NAVD 88     -                                                        
 BJ4911  ___________________________________________________________________
 BJ4911  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BJ4911  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4911
 BJ4911  HORZ ORDER  -  THIRD
 BJ4911
 BJ4911.The horizontal coordinates were established by classical geodetic methods
 BJ4911.and adjusted by the National Geodetic Survey in January 1993..
 BJ4911
 BJ4911
 BJ4911.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4911
 BJ4911.The geoid height was determined by GEOID03.
 BJ4911
 BJ4911;                    North         East     Units Scale Factor Converg.
 BJ4911;SPC LA S     -   252,213.202   994,920.258   MT  1.00001688   -0 01 35.5
 BJ4911;SPC LA S     -   827,469.48  3,264,167.55   sFT  1.00001688   -0 01 35.5
 BJ4911;UTM  15      - 3,405,813.106   654,414.127   MT  0.99989413   +0 49 32.9
 BJ4911
 BJ4911                          SUPERSEDED SURVEY CONTROL
 BJ4911
 BJ4911  NAD 83(1986)-  30 46 31.10910(N)    091 23 11.02363(W) AD(       ) 4
 BJ4911  NAD 27      -  30 46 30.46860(N)    091 23 10.61302(W) AD(       ) 3
 BJ4911
 BJ4911.Superseded values are not recommended for survey control.
 BJ4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4911.See file dsdata.txt to determine how the superseded data were derived.
 BJ4911
 BJ4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5441405813(NAD 83)
 BJ4911_MARKER: 87 = DOME
 BJ4911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4911+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BJ4911
 BJ4911  HISTORY     - Date     Condition        Report By
 BJ4911  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4911  HISTORY     - 1955     GOOD             CGS
 BJ4911  HISTORY     - 20050318 GOOD             USPSQD
 BJ4911
 BJ4911                          STATION DESCRIPTION
 BJ4911
 BJ4911'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4911'THE STATION IS LOCATED IN THE S SECTION OF ST. FRANCISVILLE,
 BJ4911'0.3 MI. W ALONG STATE HIGHWAY 35 FROM THE POST OFFICE.  IT
 BJ4911'IS A RED-BRICK BUILDING WITH A DOME IN THE CENTER OF THE
 BJ4911'TOP OF THE BUILDING.  THE DOME HAS CLOCKS ON FOUR SIDES OF THE
 BJ4911'DOME AND A SMALLER DOME WITH A FINIAL ON THE TOP.
 BJ4911
 BJ4911                          STATION RECOVERY (2005)
 BJ4911
 BJ4911'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BJ4911'ROADS HAVE BEEN RENUMBERED, LA 35 IS NOW LA 10.  THE  POST OFFICE HAS
 BJ4911'MOVED THE PO BLDG IS NOW LOCATED AT  5613 COMMERCE ST (ALSO CALLED US
 BJ4911'61 BUSINESS AND LA3057)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4837 ***********************************************************************
 BJ4837  DESIGNATION -  ST FRANCISVILLE TRAN GAS CO MW
 BJ4837  PID         -  BJ4837
 BJ4837  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4837  USGS QUAD   -  PORT HUDSON (1994)
 BJ4837
 BJ4837                         *CURRENT SURVEY CONTROL
 BJ4837  ___________________________________________________________________
 BJ4837* NAD 83(1992)-  30 44 38.99227(N)    091 16 03.51864(W)     ADJUSTED  
 BJ4837* NAVD 88     -                                                        
 BJ4837  ___________________________________________________________________
 BJ4837  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BJ4837  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4837
 BJ4837  HORZ ORDER  -  THIRD
 BJ4837
 BJ4837.The horizontal coordinates were established by classical geodetic methods
 BJ4837.and adjusted by the National Geodetic Survey in January 1993..
 BJ4837
 BJ4837
 BJ4837.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4837
 BJ4837.The geoid height was determined by GEOID03.
 BJ4837
 BJ4837;                    North         East     Units Scale Factor Converg.
 BJ4837;SPC LA S     -   248,761.539 1,006,290.352   MT  1.00000969   +0 01 58.2
 BJ4837;SPC LA S     -   816,145.15  3,301,470.93   sFT  1.00000969   +0 01 58.2
 BJ4837;UTM  15      - 3,402,531.340   665,833.220   MT  0.99993925   +0 53 08.9
 BJ4837
 BJ4837                          SUPERSEDED SURVEY CONTROL
 BJ4837
 BJ4837  NAD 83(1986)-  30 44 39.00821(N)    091 16 03.51310(W) AD(       ) 4
 BJ4837  NAD 27      -  30 44 38.34404(N)    091 16 03.11847(W) AD(       ) 3
 BJ4837
 BJ4837.Superseded values are not recommended for survey control.
 BJ4837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4837.See file dsdata.txt to determine how the superseded data were derived.
 BJ4837
 BJ4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6583302531(NAD 83)
 BJ4837_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 BJ4837
 BJ4837  HISTORY     - Date     Condition        Report By
 BJ4837  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4837
 BJ4837                          STATION DESCRIPTION
 BJ4837
 BJ4837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4837'THE TRANSCONTINENTAL GAS CO MICROWAVE IS LOCATED ABOUT 7-1/4 MILES
 BJ4837'SOUTHEAST OF ST. FRANCISVILLE AND 3/4 MILE EAST OF THE JUNCTION OF
 BJ4837'U.S. HIGHWAY 61 AND STATE HIGHWAY 964, IN THE WEST EDGE OF THE
 BJ4837'GROUNDS OF PUMP STATION 60.  IT IS A THREE-LEGGED STEEL STRUCTURE,
 BJ4837'TRIANGULAR IN CROSS SECTION, PAINTED ALTERNATELY RED AND WHITE WITH
 BJ4837'THREE DISH ANTENNAS AT THE TOP.  IT HAS AN OVERALL HEIGHT OF 280
 BJ4837'FEET.
 BJ4837'
 BJ4837'POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4913 ***********************************************************************
 BJ4913  DESIGNATION -  ST FRANCISVILLE WATER TANK
 BJ4913  PID         -  BJ4913
 BJ4913  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4913  USGS QUAD   -  ST FRANCISVILLE (1994)
 BJ4913
 BJ4913                         *CURRENT SURVEY CONTROL
 BJ4913  ___________________________________________________________________
 BJ4913* NAD 83(1992)-  30 46 32.93572(N)    091 23 01.31388(W)     ADJUSTED  
 BJ4913* NAVD 88     -                                                        
 BJ4913  ___________________________________________________________________
 BJ4913  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BJ4913  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4913
 BJ4913  HORZ ORDER  -  THIRD
 BJ4913
 BJ4913.The horizontal coordinates were established by classical geodetic methods
 BJ4913.and adjusted by the National Geodetic Survey in January 1993..
 BJ4913
 BJ4913
 BJ4913.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4913
 BJ4913.The geoid height was determined by GEOID03.
 BJ4913
 BJ4913;                    North         East     Units Scale Factor Converg.
 BJ4913;SPC LA S     -   252,269.836   995,178.633   MT  1.00001700   -0 01 30.7
 BJ4913;SPC LA S     -   827,655.29  3,265,015.23   sFT  1.00001700   -0 01 30.7
 BJ4913;UTM  15      - 3,405,873.569   654,671.600   MT  0.99989512   +0 49 37.9
 BJ4913
 BJ4913                          SUPERSEDED SURVEY CONTROL
 BJ4913
 BJ4913  NAD 83(1986)-  30 46 32.95181(N)    091 23 01.30817(W) AD(       ) 4
 BJ4913  NAD 27      -  30 46 32.31056(N)    091 23 00.90059(W) AD(       ) 3
 BJ4913
 BJ4913.Superseded values are not recommended for survey control.
 BJ4913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4913.See file dsdata.txt to determine how the superseded data were derived.
 BJ4913
 BJ4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5467205874(NAD 83)
 BJ4913_MARKER: 53 = ELEVATED TANK
 BJ4913
 BJ4913  HISTORY     - Date     Condition        Report By
 BJ4913  HISTORY     - 1929     FIRST OBSERVED   CGS
 BJ4913  HISTORY     - 1955     GOOD             CGS
 BJ4913  HISTORY     - 1970     GOOD             NGS
 BJ4913  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 BJ4913
 BJ4913                          STATION DESCRIPTION
 BJ4913
 BJ4913'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4913'THE STATION IS LOCATED IN THE N SECTION OF ST. FRANCISVILLE,
 BJ4913'0.1 MI. S OF THE JUNCTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY
 BJ4913'61.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 125 FT. HIGH
 BJ4913'SUPPORTING A TANK ON THE TOP.
 BJ4913
 BJ4913                          STATION RECOVERY (1970)
 BJ4913
 BJ4913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4913'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BJ4913
 BJ4913                          STATION RECOVERY (2005)
 BJ4913
 BJ4913'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BJ4913'USING GARMIN 76 WASS GPS TO LOCATED COORD  THE TANK AND FOUNDATION ARE
 BJ4913'NOT PRESENT IN AREA.   US 61 NOW CALLED US 61 BUSINESS AND LA 3057.
 BJ4913'LA 35 NOW LA 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4843 ***********************************************************************
 BJ4843  DESIGNATION -  ST FRANCISVILLE ZELLERBACH TK
 BJ4843  PID         -  BJ4843
 BJ4843  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4843  USGS QUAD   -  PORT HUDSON (1994)
 BJ4843
 BJ4843                         *CURRENT SURVEY CONTROL
 BJ4843  ___________________________________________________________________
 BJ4843* NAD 83(1992)-  30 42 35.65720(N)    091 19 09.17357(W)     ADJUSTED  
 BJ4843* NAVD 88     -                                                        
 BJ4843  ___________________________________________________________________
 BJ4843  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ4843  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4843
 BJ4843  HORZ ORDER  -  THIRD
 BJ4843
 BJ4843.The horizontal coordinates were established by classical geodetic methods
 BJ4843.and adjusted by the National Geodetic Survey in January 1993..
 BJ4843
 BJ4843
 BJ4843.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4843
 BJ4843.The geoid height was determined by GEOID03.
 BJ4843
 BJ4843;                    North         East     Units Scale Factor Converg.
 BJ4843;SPC LA S     -   244,961.598 1,001,352.440   MT  1.00000212   +0 00 25.4
 BJ4843;SPC LA S     -   803,678.18  3,285,270.46   sFT  1.00000212   +0 00 25.4
 BJ4843;UTM  15      - 3,398,658.672   660,952.746   MT  0.99991958   +0 51 30.8
 BJ4843
 BJ4843                          SUPERSEDED SURVEY CONTROL
 BJ4843
 BJ4843  NAD 83(1986)-  30 42 35.67407(N)    091 19 09.16798(W) AD(       ) 4
 BJ4843  NAD 27      -  30 42 35.00469(N)    091 19 08.76927(W) AD(       ) 3
 BJ4843
 BJ4843.Superseded values are not recommended for survey control.
 BJ4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4843.See file dsdata.txt to determine how the superseded data were derived.
 BJ4843
 BJ4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6095398659(NAD 83)
 BJ4843_MARKER: 53 = ELEVATED TANK
 BJ4843
 BJ4843  HISTORY     - Date     Condition        Report By
 BJ4843  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4843
 BJ4843                          STATION DESCRIPTION
 BJ4843
 BJ4843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4843'THE CROWN ZELLERBACH PAPER COMPANY TANK IS LOCATED IMMEDIATELY NORTH
 BJ4843'OF THE ADMINISTRATION BUILDING ON THE GROUNDS OF THE PAPER COMPANY,
 BJ4843'ABOUT 6-1/2 MILES SOUTHEAST OF ST. FRANCISVILLE, AT THE END OF
 BJ4843'STATE HIGHWAY 964 WHICH TERMINATES AT THE ENTRANCE TO THE PAPER
 BJ4843'COMPANY GROUNDS.  IT IS A FOUR-LEGGED STEEL STRUCTURE WITH RED
 BJ4843'LEGS SUPPORTING A GREY TANK.
 BJ4843'
 BJ4843'POINT INTERSECTED, WAS THE LIGHT AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4979 ***********************************************************************
 BJ4979  DESIGNATION -  ST GABRIEL
 BJ4979  PID         -  BJ4979
 BJ4979  STATE/COUNTY-  LA/IBERVILLE
 BJ4979  USGS QUAD   -  ST GABRIEL (1995)
 BJ4979
 BJ4979                         *CURRENT SURVEY CONTROL
 BJ4979  ___________________________________________________________________
 BJ4979* NAD 83(1992)-  30 15 28.44614(N)    091 05 58.64275(W)     ADJUSTED  
 BJ4979* NAVD 88     -         6.16   (+/-2cm)      20.2  **(feet)  VERTCON   
 BJ4979  **This station is located in a subsidence area (see below).
 BJ4979  ___________________________________________________________________
 BJ4979  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ4979  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4979
 BJ4979  HORZ ORDER  -  FIRST
 BJ4979  VERT ORDER  -  THIRD ? (See Below)
 BJ4979
 BJ4979.The horizontal coordinates were established by classical geodetic methods
 BJ4979.and adjusted by the National Geodetic Survey in January 1993..
 BJ4979
 BJ4979 ** The orthometric height has not been validated since last determined
 BJ4979 ** by differential leveling and should not be used for control purposes.
 BJ4979 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4979 ** area with valid NAVD 88 orthometric heights.
 BJ4979 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4979 ** epoch indicated which incorporates improved geoid heights for the
 BJ4979 ** Southern Louisiana Subsidence area.
 BJ4979 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4979.The vertical order pertains to the NGVD 29 superseded value.
 BJ4979
 BJ4979.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4979
 BJ4979.The geoid height was determined by GEOID03.
 BJ4979
 BJ4979;                    North         East     Units Scale Factor Converg.
 BJ4979;SPC LA S     -   194,876.915 1,022,489.846   MT  0.99993577   +0 07 00.7
 BJ4979;SPC LA S     -   639,358.68  3,354,618.77   sFT  0.99993577   +0 07 00.7
 BJ4979;UTM  15      - 3,348,891.670   682,827.803   MT  1.00001239   +0 57 28.3
 BJ4979
 BJ4979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4979!SPC LA S     -   1.00000328  x   0.99993577  =   0.99993905
 BJ4979!UTM  15      -   1.00000328  x   1.00001239  =   1.00001567
 BJ4979
 BJ4979|---------------------------------------------------------------------|
 BJ4979| PID    Reference Object                     Distance      Geod. Az  |
 BJ4979|                                                           dddmmss.s |
 BJ4979| BJ1931 ST GABRIEL RM 2                      30.039 METERS 05013     |
 BJ4979| BJ1064 GEISMAR                             APPROX. 9.5 KM 1291400.9 |
 BJ4979| BJ1099 NEW ST GABRIEL CAP                   38.370 METERS 17552     |
 BJ4979| BJ5096 LEPER COLONY WATER TANK             APPROX. 6.8 KM 2015921.0 |
 BJ4979| BJ5097 WHITECASTLE WATER TANK              APPROX.10.8 KM 2043904.5 |
 BJ4979| BJ5008 PLAQUEMINE MUNICIPAL TANK           APPROX.13.6 KM 2830026.1 |
 BJ4979| BJ5007 PLAQUEMINE RED BALL CO TANK         APPROX.14.1 KM 2862503.7 |
 BJ4979| CW2344 ST GABRIEL RM 1                     114.420 METERS 35402     |
 BJ4979|---------------------------------------------------------------------|
 BJ4979
 BJ4979                          SUPERSEDED SURVEY CONTROL
 BJ4979
 BJ4979  NAD 83(1986)-  30 15 28.46404(N)    091 05 58.64151(W) AD(       ) 1
 BJ4979  NAD 27      -  30 15 27.76396(N)    091 05 58.26886(W) AD(       ) 1
 BJ4979  NGVD 29 (07/19/86)    6.22   (m)           20.4    (f) LEVELING    3  
 BJ4979
 BJ4979.Superseded values are not recommended for survey control.
 BJ4979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4979.See file dsdata.txt to determine how the superseded data were derived.
 BJ4979
 BJ4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8282848892(NAD 83)
 BJ4979_MARKER: DS = TRIANGULATION STATION DISK
 BJ4979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4979
 BJ4979  HISTORY     - Date     Condition        Report By
 BJ4979  HISTORY     - 1929     MONUMENTED       CGS
 BJ4979  HISTORY     - 1938     GOOD             CGS
 BJ4979  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ4979  HISTORY     - 1964     GOOD             CGS
 BJ4979  HISTORY     - 1970     MARK NOT FOUND   NGS
 BJ4979
 BJ4979                          STATION DESCRIPTION
 BJ4979
 BJ4979'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4979'IN VILLAGE OF ST. GABRIEL, ABOUT 14 MILES SSE OF BATON ROUGE,
 BJ4979'AND 5.5 MILES SSE OF BURTVILLE, ON RIGHT-OF-WAY OF ILLINOIS
 BJ4979'CENTRAL RAILROAD AND 100 FEET W OF ST. GABRIEL RAILROAD STATION.
 BJ4979'
 BJ4979'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4979'DISKS SET IN CONCRETE.
 BJ4979'
 BJ4979'REFERENCE MARK NO. 1 IS BETWEEN MAIN TRACK AND SWITCH, 3-1/2
 BJ4979'RAILS N OF FROG AND E OF CHUTE TO STOCK-LOADING PEN, AND 114.42
 BJ4979'METERS (375.4 FEET) FROM STATION N 05 DEG 58 MIN W.
 BJ4979'
 BJ4979'REFERENCE MARK NO. 2 IS 16 FEET W OF W RAIL, IN W EDGE OF
 BJ4979'PASSENGER RAMP, AND 30.05 METERS (98.6 FEET) FROM STATION
 BJ4979'N 50 DEG 13 MIN E.
 BJ4979'
 BJ4979'P.B.M. ST. GABRIEL (M.R.C.) IS 38.37 METERS (125.9 FEET)
 BJ4979'FROM STATION S 09 DEG 08 MIN E.
 BJ4979'
 BJ4979'TO REACH FROM BURTVILLE GO 7.5 MILES SOUTHERLY ALONG LEVEE
 BJ4979'TO ST. GABRIEL, THEN LEFT 0.3 MILE TO RAILROAD STATION.
 BJ4979
 BJ4979                          STATION RECOVERY (1938)
 BJ4979
 BJ4979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 BJ4979'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4979
 BJ4979                          STATION RECOVERY (1955)
 BJ4979
 BJ4979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4979'THE STATION WAS VISITED ON MARCH 15, 1955.  THE SURFACE MARK,
 BJ4979'REFERENCE MARK 1, AND P.B.M. ST. GABRIEL (M.R.C.) WERE FOUND
 BJ4979'DESTROYED.  THE SUBSURFACE MARK WAS FOUND IN GOOD CONDITION 2
 BJ4979'FT. BELOW THE SURFACE OF THE GROUND.  THE DISK WAS STAMPED SE
 BJ4979'BASE 1929.  THE LOT, IN WHICH THIS STATION IS LOCATED, IS USED
 BJ4979'FOR STOCKPILING MATERIALS USED FOR RESURFACING ROAD.  THEREFORE,
 BJ4979'IT WAS NECESSARY TO ESTABLISH A NEW STATION WHICH WOULD BE
 BJ4979'ACCESSIBLE AT ALL TIMES.  REFERENCE MARK 2 FOUND IN GOOD
 BJ4979'CONDITION.  P.B.M. ST. GABRIEL (M.R.C.) HAS BEEN MOVED TO A
 BJ4979'NEW LOCATION, DESTROYING THE PRESENT GEOGRAPHIC POSITION OF
 BJ4979'THE MARK.  THE NEW P.B.M. ST. GABRIEL WAS NOT TIED IN AT THIS
 BJ4979'TIME.  A NEW STATION, ST. GABRIEL 2 1955, WAS ESTABLISHED,
 BJ4979'14.321 M. SW OF ST. GABRIEL 1929 AND IN LINE WITH REFERENCE
 BJ4979'MARK 2.  REFERENCE MARK 2 AND THE SUBSURFACE MARK WERE LEFT
 BJ4979'INTACT.  A NEW DESCRIPTION FOLLOWS--
 BJ4979'
 BJ4979'LOCATED AT THE ILLINOIS CENTRAL RAILROAD STATION IN ST. GABRIEL,
 BJ4979'IN THE LOT W OF THE RAILROAD STATION WHICH IS USED FOR STOCKPILING
 BJ4979'MATERIALS USED TO RESURFACE HIGHWAYS, 110 FT. W OF THE W RAIL
 BJ4979'OF THE TRACK, 33 FT. N OF THE PROJECTED TANGENT OF THE N WALL
 BJ4979'OF THE RAILROAD STATION, 99 FT. N OF THE CENTERLINE OF STATE
 BJ4979'HIGHWAY 179, 41.5 FT. S-SW OF TELEGRAPH POLE NO. 14749, 89 FT.
 BJ4979'N-NE OF POWER POLE NO. 198, 85 FT. E OF THE E EDGE OF THE NE
 BJ4979'WING OF THE ST. GABRIEL CLINIC, AND 82.7 FT. N-NE OF REFERENCE
 BJ4979'MARK 3 OF ST. GABRIEL 2.  IT IS A STANDARD DISK, STAMPED SE
 BJ4979'BASE 1929 AND SET 2 FT. BELOW THE SURFACE OF THE GROUND
 BJ4979'
 BJ4979'REFERENCE MARK 2 IS 98.53 FT. E-NE OF THE STATION, 64 FT.
 BJ4979'N-NW OF THE NE CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION,
 BJ4979'16 FT. W OF THE W RAIL OF THE MAIN TRACK, 64 FT. E OF TELEGRAPH
 BJ4979'POLE NO. 14749, 47 FT. NW OF THE FIRST POLE N OF THE RAILROAD
 BJ4979'STATION ON THE E SIDE OF THE TRACKS, AND 104 FT. S OF A SWITCH
 BJ4979'STAND.  IT IS A STANDARD DISK, STAMPED ST GABRIEL NO 2 1929
 BJ4979'AND SET 12 IN. BELOW THE SURFACE OF THE GROUND.  THE
 BJ4979'ARROW ON THE REFERENCE-MARK DISK POINTS N OF THE STATION, A
 BJ4979'NEW ARROW WAS CHISELED IN THE MARK POINTING TO THE STATION.
 BJ4979'
 BJ4979'THE DISTANCE BETWEEN REFERENCE MARK 2 AND REFERENCE MARK 3
 BJ4979'OF ST. GABRIEL 2 IS 171.7 FT.
 BJ4979
 BJ4979                          STATION RECOVERY (1964)
 BJ4979
 BJ4979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ4979'THE STATION AND REFERENCE MARK NO. 2 AND 3 WERE FOUND IN GOOD
 BJ4979'CONDITION.  THE STATION IS ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY
 BJ4979'74 FROM THE JUNCTION OF STATE HIGHWAY 30 AT ST. GABRIEL.  ALONG
 BJ4979'THE ILLINOIS CENTRAL RAILROAD, 154 FEET WEST OF THE WEST RAIL OF
 BJ4979'TRACK, 75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 113 FEET
 BJ4979'WEST OF THE NORTHWEST CORNER OF THE ICRR STATION, 85 FEET
 BJ4979'SOUTH-SOUTHWEST OF TELEGRAPH POLE NO. 14749, IN ABOUT THE CENTER OF
 BJ4979'A RAMBLER MOTOR CAR LOT, SET IN THE TOP OF A CONCRETE POST 2
 BJ4979'INCHES UNDERGROUND.
 BJ4979'
 BJ4979'REFERENCE MARK NO. 2 IS 145.5 FEET EAST-NORTHEAST OF THE STATION,
 BJ4979'64 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ICRR STATION, 16
 BJ4979'FEET WEST OF THE WEST RAIL, ABOUT 2 FEET BELOW THE LEVEL OF
 BJ4979'THE TRACK AND SET IN THE TOP OF A CONCRETE POST 12 INCHES
 BJ4979'UNDERGROUND.
 BJ4979'
 BJ4979'REFERENCE MARK NO. 3 IS 53.5 FEET SOUTH OF THE STATION, 117.5 FEET
 BJ4979'WEST OF THE SOUTHWEST CORNER OF THE ICRR STATION, 24 FEET NORTH
 BJ4979'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHEAST OF POWER LINE
 BJ4979'POLE POLE NO. 217, NEAR THE SOUTHEAST CORNER OF A CAR LOT, SET IN
 BJ4979'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 BJ4979'WHITE CASTLE 2 1969 RECOVERED GOOD.  (WITNESS POST NEARBY)
 BJ4979'
 BJ4979'WHITE CASTLE AZIMUTH 1935 RECOVERED GOOD.  (VISIBLE FROM STATION)
 BJ4979'
 BJ4979'WHITECASTLE RM 4 NOT RECOVERED.
 BJ4979'
 BJ4979'NOTE--WHITECASTLE 2 AZ MK 2 1969 IS NOT VISIBLE FROM STATION DUE TO
 BJ4979'TREE IN YARD.  (INSTR. 5 FEET ABOVE GROUND)
 BJ4979'
 BJ4979'APPROX. SEA LEVEL DIST BY EDM, WHITECASTLE 2 TO WHITECASTLE 1929
 BJ4979'AZ MK, 1148.59 FEET (350.090 METERS).
 BJ4979
 BJ4979                          STATION RECOVERY (1970)
 BJ4979
 BJ4979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BJ4979'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  STATION MARK AND
 BJ4979'REFERENCE MARK NO. 1 WERE REPORTED DESTROYED BY R.A.E. IN 1955.
 BJ4979'
 BJ4979'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  (SEE
 BJ4979'RECOVERY NOTE, BY RPH IN 1970, FOR GABRIEL 2 1955.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1111 ***********************************************************************
 BJ1111  DESIGNATION -  ST GABRIEL 2
 BJ1111  PID         -  BJ1111
 BJ1111  STATE/COUNTY-  LA/IBERVILLE
 BJ1111  USGS QUAD   -  ST GABRIEL (1995)
 BJ1111
 BJ1111                         *CURRENT SURVEY CONTROL
 BJ1111  ___________________________________________________________________
 BJ1111* NAD 83(1992)-  30 15 28.14852(N)    091 05 59.05451(W)     ADJUSTED  
 BJ1111* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BJ1111  **This station is located in a subsidence area (see below).
 BJ1111  ___________________________________________________________________
 BJ1111  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1111  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ1111  DYNAMIC HT  -           6.1   (meters)      20.    (feet)  COMP
 BJ1111  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 BJ1111
 BJ1111  HORZ ORDER  -  SECOND
 BJ1111  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1111
 BJ1111.The horizontal coordinates were established by classical geodetic methods
 BJ1111.and adjusted by the National Geodetic Survey in January 1993..
 BJ1111
 BJ1111 ** The orthometric height has not been validated since last determined
 BJ1111 ** by differential leveling and should not be used for control purposes.
 BJ1111 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1111 ** area with valid NAVD 88 orthometric heights.
 BJ1111 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1111 ** epoch indicated which incorporates improved geoid heights for the
 BJ1111 ** Southern Louisiana Subsidence area.
 BJ1111 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1111.The orthometric height was scaled from a topographic map.
 BJ1111.The vertical order pertains to the NGVD 29 superseded value.
 BJ1111
 BJ1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1111
 BJ1111.The geoid height was determined by GEOID03.
 BJ1111
 BJ1111.The dynamic height is computed by dividing the NAVD 88
 BJ1111.geopotential number by the normal gravity value computed on the
 BJ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1111.degrees latitude (g = 980.6199 gals.).
 BJ1111
 BJ1111.The modeled gravity was interpolated from observed gravity values.
 BJ1111
 BJ1111;                    North         East     Units Scale Factor Converg.
 BJ1111;SPC LA S     -   194,867.728 1,022,478.858   MT  0.99993576   +0 07 00.5
 BJ1111;SPC LA S     -   639,328.54  3,354,582.72   sFT  0.99993576   +0 07 00.5
 BJ1111;UTM  15      - 3,348,882.322   682,816.951   MT  1.00001234   +0 57 28.1
 BJ1111
 BJ1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1111!SPC LA S     -   1.00000328  x   0.99993576  =   0.99993904
 BJ1111!UTM  15      -   1.00000328  x   1.00001234  =   1.00001562
 BJ1111
 BJ1111|---------------------------------------------------------------------|
 BJ1111| PID    Reference Object                     Distance      Geod. Az  |
 BJ1111|                                                           dddmmss.s |
 BJ1111| BJ1931 ST GABRIEL RM 2                      44.362 METERS 05013     |
 BJ1111| BJ4982 24A002 LDH 1968                     APPROX. 0.6 KM 0864341.5 |
 BJ1111| BJ1032 24 A 001                             79.362 METERS 09134     |
 BJ1111| BJ3237 ST GABRIEL 2 RM 3                    16.260 METERS 16047     |
 BJ1111| BJ1928 ST GABRIEL 2 RM 4                    23.491 METERS 26600     |
 BJ1111|---------------------------------------------------------------------|
 BJ1111
 BJ1111                          SUPERSEDED SURVEY CONTROL
 BJ1111
 BJ1111  NAD 83(1986)-  30 15 28.16644(N)    091 05 59.05325(W) AD(       ) 2
 BJ1111  NAD 27      -  30 15 27.46644(N)    091 05 58.68047(W) AD(       ) 2
 BJ1111  NGVD 29 (??/??/??)    6.233  (m)           20.45   (f) ADJUSTED    1 2
 BJ1111
 BJ1111.Superseded values are not recommended for survey control.
 BJ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1111.See file dsdata.txt to determine how the superseded data were derived.
 BJ1111
 BJ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8281748882(NAD 83)
 BJ1111_MARKER: DS = TRIANGULATION STATION DISK
 BJ1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1111_SP_SET: CONCRETE POST
 BJ1111_STAMPING: ST GABRIEL 2 1955
 BJ1111_MARK LOGO: CGS   
 BJ1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1111+STABILITY: SURFACE MOTION
 BJ1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1111+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 BJ1111
 BJ1111  HISTORY     - Date     Condition        Report By
 BJ1111  HISTORY     - 1955     MONUMENTED       CGS
 BJ1111  HISTORY     - 1964     GOOD             CGS
 BJ1111  HISTORY     - 1969     GOOD             CGS
 BJ1111  HISTORY     - 1969     GOOD             LADH
 BJ1111  HISTORY     - 1969     GOOD             CGS
 BJ1111  HISTORY     - 1969     POOR             CGS
 BJ1111  HISTORY     - 1970     GOOD             NGS
 BJ1111  HISTORY     - 1975     GOOD             NGS
 BJ1111  HISTORY     - 1975     POOR             NGS
 BJ1111  HISTORY     - 1976     GOOD             NGS
 BJ1111  HISTORY     - 1981     GOOD             LADTD
 BJ1111  HISTORY     - 1986     GOOD             NGS
 BJ1111  HISTORY     - 20060718 GOOD             AERODA
 BJ1111
 BJ1111                          STATION DESCRIPTION
 BJ1111
 BJ1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ1111'THE STATION IS LOCATED AT ST. GABRIEL, BETWEEN THE ILLINOIS
 BJ1111'CENTRAL RAILROAD STATION AND THE ST. GABRIEL CLINIC, AND N OF THE
 BJ1111'POST OFFICE.  IT IS 75 FT. N OF THE CENTERLINE OF STATE HIGHWAY
 BJ1111'179, 113 FT. W OF THE NW CORNER OF THE RAILROAD STATION,
 BJ1111'112 FT. N OF THE NW CORNER OF THE POST OFFICE, 85 FT. S-SW
 BJ1111'OF TELEGRAPH POLE NO. 14749, 154 FT. W OF THE W RAIL OF THE
 BJ1111'MAIN TRACK, 55 FT. E OF THE E WALL OF THE ST. GABRIEL CLINIC,
 BJ1111'57 FT. N OF POWER POLE NO. 198, AND 4 FT. W OF A N-S DITCH.
 BJ1111'IT IS A STANDARD DISK, STAMPED ST GABRIEL 2 1955 AND
 BJ1111'PROJECTING 3 IN.
 BJ1111'
 BJ1111'REFERENCE MARK 2 IS 145.51 FT. E-NE OF THE STATION, 64 FT.
 BJ1111'N-NW OF THE NE CORNER OF THE RAILROAD STATION, 16 FT. W OF
 BJ1111'THE W RAIL OF THE MAIN TRACK, 64 FT. E OF TELEGRAPH POLE NO.
 BJ1111'14749, 47 FT. NW OF THE FIRST POLE NORTH OF THE RAILROAD
 BJ1111'STATION ON THE E SIDE OF THE TRACK, AND 104 FT. S OF A SWITCH
 BJ1111'STAND.  IT IS A STANDARD DISK, STAMPED ST GABRIEL NO 2 1929
 BJ1111'AND SET 12 IN. BELOW THE SURFACE OF THE GROUND.
 BJ1111'
 BJ1111'REFERENCE MARK 3 IS 53.50 FT. S OF THE STATION, 22 FT. N OF
 BJ1111'THE CENTERLINE OF STATE HIGHWAY 179, 6 FT. NE OF POWER POLE
 BJ1111'NO. 198, 116 FT. W OF THE SW CORNER OF THE RAILROAD STATION,
 BJ1111'62 FT. N OF THE NW CORNER OF THE POST OFFICE, AND IN THE SE
 BJ1111'CORNER OF THE YARD OF THE ST. GABRIEL CLINIC.  IT IS A STANDARD
 BJ1111'DISK, STAMPED ST GABRIEL 2 NO 3 1955 AND PROJECTING 6 IN.
 BJ1111'
 BJ1111'THE DISTANCE BETWEEN REFERENCE MARKS 2 AND 3 IS 171.7 FT.
 BJ1111'
 BJ1111'A TRAVERSE CONNECTION WAS MADE TO ST. GABRIEL 1929.
 BJ1111
 BJ1111                          STATION RECOVERY (1964)
 BJ1111
 BJ1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 BJ1111'THE STATION AND REFERENCE MARK NO. 2 AND 3 WERE FOUND IN GOOD
 BJ1111'CONDITION.  THE STATION IS ABOUT 0.25 MILE EAST ALONG STATE
 BJ1111'HIGHWAY 74 FROM THE JUNCTION OF STATE HIGHWAY 30 AT ST. GABRIEL.
 BJ1111'ALONG THE ILLINOIS CENTRAL RAILROAD, 154 FEET WEST OF THE WEST
 BJ1111'RAIL OF TRACK, 75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BJ1111'113 FEET WEST OF THE NORTHWEST CORNER OF THE ICRR STATION,
 BJ1111'85 FEET SOUTH-SOUTHWEST OF TELEGRAPH POLE NO. 14749, IN ABOUT
 BJ1111'THE CENTER OF A RAMBLER MOTOR CAR LOT, SET IN THE TOP OF A
 BJ1111'CONCRETE POST 2 INCHES UNDERGROUND.
 BJ1111'
 BJ1111'REFERENCE MARK NO. 2 IS 145.5 FEET EAST-NORTHEAST OF THE STATION,
 BJ1111'64 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ICRR STATION,
 BJ1111'16 FEET WEST OF THE WEST RAIL, ABOUT 2 FEET BELOW THE LEVEL OF
 BJ1111'THE TRACK AND SET IN THE TOP OF A CONCRETE POST 12 INCHES
 BJ1111'UNDERGROUND.
 BJ1111'
 BJ1111'REFERENCE MARK NO. 3 IS 53.5 FEET SOUTH OF THE STATION, 117.5
 BJ1111'FEET WEST OF THE SOUTHWEST CORNER OF THE ICRR STATION, 24 FEET
 BJ1111'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHEAST OF
 BJ1111'POWER LINE POLE NO. 217, NEAR THE SOUTHEAST CORNER OF A CAR
 BJ1111'LOT, SET IN CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 BJ1111
 BJ1111                          STATION RECOVERY (1969)
 BJ1111
 BJ1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HDC)
 BJ1111'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION
 BJ1111'OF OLD STATE HIGHWAY 30 AT ST. GABRIEL, ALONG THE ILLINOIS
 BJ1111'CENTRAL RAILROAD, 154 FEET WEST OF THE WEST RAIL OF TRACK,
 BJ1111'75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 113 FEET
 BJ1111'WEST OF THE NORTHWEST CORNER OF THE ILLINOIS CENTRAL RAILROAD
 BJ1111'STATION, 85 FEET SOUTH-SOUTHWEST OF TELEGRAPH POLE NO. 14749,
 BJ1111'IN ABOUT THE CENTER OF A RAMBLER MOTOR CAR LOT, SET IN THE
 BJ1111'TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
 BJ1111'
 BJ1111'REFERENCE MARK NO. 2 WAS SEARCHED FOR AND COULD NOT BE FOUND.
 BJ1111'
 BJ1111'REFERENCE MARK NO. 3 CONDITION POOR, TILTED.
 BJ1111
 BJ1111                          STATION RECOVERY (1969)
 BJ1111
 BJ1111'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969 (RT)
 BJ1111'THE STATION MARK, STAMPED ST. GABRIEL 2 1955, WAS FOUND IN GOOD
 BJ1111'CONDITION AND IS LOCATED IN ST. GABRIEL NEAR THE JUNCTION OF
 BJ1111'STATE HIGHWAY 30 AND 74 AT A RAILROAD CROSSING.  THE STATION
 BJ1111'IS SET IN THE NORTHWEST QUADRANT OF THE JUNCTION BETWEEN THE
 BJ1111'RAILROAD AND THE PROJECTION OF THE SOUTH WALL OF A BUILDING
 BJ1111'HOUSING THE TECHNICAL SPECIALTIES MFG. CO., INC.  THE POST
 BJ1111'OFFICE AND THE RAILROAD DEPOT HAVE BEEN TORN DOWN.  THE STATION
 BJ1111'IS 155.20 FT. WEST OF THE WEST RAIL ON THE MAIN LINE ON THE
 BJ1111'ILLINOIS CENTRAL RAILROAD, 102 FT. NORTHEAST OF THE SOUTHEAST
 BJ1111'CORNER OF THE BUILDING HOUSING THE TECH. SPEC. CO., 71 FT.
 BJ1111'EAST OF THE SAME BUILDING, 73 FT. NORTH OF THE CENTER OF
 BJ1111'STATE HIGHWAY 74 AND NEAR THE EAST EDGE OF A CONCRETE SLAB IN
 BJ1111'FRONT OF THE BUILDING.  THE STATION IS A STANDARD DISK SET
 BJ1111'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ1111'FLUSH WITH A CONCRETE SLAB AND IS STAMPED ST. GABRIEL 2
 BJ1111'1955.
 BJ1111'
 BJ1111'R.M. NO. 2 WAS SEARCHED FOR BUT NOT FOUND.
 BJ1111'
 BJ1111'R.M. NO. 3 WAS FOUND LEANING TO THE SOUTH.  THE MARK IS 54.0
 BJ1111'FEET SOUTH OF THE STATION, 22 FEET NORTH OF THE CENTER OF
 BJ1111'STATE HIGHWAY 74 AND 6 FEET NORTHEAST OF POWER POLE NO. 198.
 BJ1111'THE MARK IS A STANDARD DISK SET IN TOP OF A 12-INCH CYLINDRICAL
 BJ1111'CONCRETE MONUMENT PROJECTING 6 INCHES AND IS STAMPED ST. GABRIEL
 BJ1111'2 NO. 3 1955.
 BJ1111'
 BJ1111'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ1111'
 BJ1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ST. GABRIEL
 BJ1111
 BJ1111                          STATION RECOVERY (1969)
 BJ1111
 BJ1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BJ1111'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 BJ1111'MARKS 2 AND 3 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 BJ1111'IN 1955 AND 1964.  THE 1964 DESCRIPTION FOR ST. GABRIEL 1929
 BJ1111'CERTAINLY PERTAINS TO THIS STATION AND AN ERROR MUST HAVE
 BJ1111'BEEN MADE IN RECORDING THE MARK DESIGNATION.
 BJ1111'
 BJ1111'THE STATION MARK IS 3 INCHES BELOW THE GRAVEL SURFACE OF THE
 BJ1111'CAR LOT AND AT THE EDGE OF THE CONCRETE APRON AT A POINT
 BJ1111'WHERE THE APRON IS CHIPPED BACK SO AS TO MAKE THE MARK ACCESSIBLE.
 BJ1111'THE RAILROAD STATION HAS BEEN REMOVED.
 BJ1111'
 BJ1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ST.
 BJ1111'GABRIEL
 BJ1111
 BJ1111                          STATION RECOVERY (1969)
 BJ1111
 BJ1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BJ1111'0.25 MI E FROM ST GABRIEL.
 BJ1111'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 74 FROM ITS JUNCTION WITH
 BJ1111'STATE HIGHWAY 75.  IT IS IN THE APPROXIMATE CENTER OF A RAMBLER MOTOR
 BJ1111'CAR LOT, 75 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 74, 113 FEET
 BJ1111'WEST OF THE NORTHWEST CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION,
 BJ1111'85 FEET SOUTH-SOUTHWEST OF TELEGRAPH POLE NO. 14749, 154 FEET WEST OF
 BJ1111'THE WEST RAIL OF THE MAIN TRACK, ABOUT LEVEL WITH THE HIGHWAY AND SET
 BJ1111'IN THE TOP OF A CONCRETE POST 2 INCHES UNDER GROUND.
 BJ1111
 BJ1111                          STATION RECOVERY (1970)
 BJ1111
 BJ1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BJ1111'STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED
 BJ1111'IN GOOD CONDITION.  A NEW DESCRIPTION IS AS FOLLOWS--
 BJ1111'
 BJ1111'THE STATION IS LOCATED IN THE VICINITY OF THE INTERSECTION
 BJ1111'OF THE ILLINOIS CENTRAL RAILROAD AND LA. HIGHWAY 74.  THE
 BJ1111'MARK, STAMPED ST GABRIEL 2 1955, IS 75 FT. N OF THE CENTERLINE
 BJ1111'OF HIGHWAY 74, 154 FT. W OF THE W RAIL OF THE MAIN TRACK AND
 BJ1111'THE APPROXIMATE CENTER OF A RAMBLER MOTORS CAR LOT.
 BJ1111'
 BJ1111'REFERENCE MARK NO. 2 STAMPED ST GABRIEL NO 2 1929 IS 145.51
 BJ1111'FT. ENE OF THE STATION, 16 FT. W OF THE W RAIL OF THE MAIN
 BJ1111'TRACK AND IS FLUSH WITH THE GROUND.
 BJ1111'
 BJ1111'REFERENCE MARK NO. 3 STAMPED ST GABRIEL 2 NO 3 1955 IS 53.5
 BJ1111'FT. S OF THE STATION, 24 FT. N OF THE CENTERLINE OF HIGHWAY
 BJ1111'74, 6 FT. NE OF POWER POLE NO. 217 AND PROJECTS 6 INCHES.
 BJ1111
 BJ1111                          STATION RECOVERY (1975)
 BJ1111
 BJ1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BJ1111'THE STATION WAS VISITED AND THE STATION MARK WAS FOUND IN GOOD
 BJ1111'CONDITION. REFERENCE MARK NO 2 WAS FOUND DESTROYED. REFERENCE
 BJ1111'MARK NO 3 WAS FOUND DISTURBED, IT WAS STRAIGHTENED UP IN THE
 BJ1111'GROUND, REINFORCED AND USED AS REFERENCE 3 WITH A NEW DISTANCE
 BJ1111'AND DIRECTION. 24A002 (LDH) WAS USED AS THE AZIMUTH MARK AND A
 BJ1111'DISTANCE AND DIRECTION WAS TAKEN TO 24A001 (LDH). A NEW
 BJ1111'DESCRIPTION FOLLOWS.
 BJ1111'
 BJ1111'THE STATION IS LOCATED AT ST. GABERIEL AT THE INTERSECTION OF
 BJ1111'THE ILLINOIS CENTRAL RAILROAD AND STATE HIGHWAY 74, JUST WEST
 BJ1111'OF RAILROAD STREET. IT IS 157 FEET WEST OF THE WEST RAIL OF
 BJ1111'THE MAIN TRACT, 76 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 BJ1111'74, 79.5 FEET WEST OF THE CENTER OF RAILROAD STREET, 94 FEET
 BJ1111'NORTHEAST OF THE SOUTHEAST CORNER OF THE TECHNICAL SPECIALTIES
 BJ1111'CORP BLDG. (FORMERLY THE ST. GABERIEL CLINIC) 58.5 FEET NORTH
 BJ1111'OF A POWER POLE, AT THE EAST EDGE OF A CONCRETE PARKING LOT
 BJ1111'OF THE TECHNICAL SPECIALTIES CORP AND 49.5 FEET NORTH OF THE
 BJ1111'PROJECTED PLANE OF THE SOUTH WALL OF THE BUILDING. IT IS A
 BJ1111'TRIANGULATION STATION DISK STAMPED ST. GABERIEL 2 1955.
 BJ1111'
 BJ1111'REFERENCE MARK NO 3 IS 53.36 FEET SOUTH OF THE STATION, 23.5
 BJ1111'FEET NORTH OF THE CENTER OF STATE HIGHWAY 74, 163 FEET WEST
 BJ1111'OF THE WEST RAIL OF THE MAIN TRACK, 6 FEET NORTHEAST OF A
 BJ1111'POWER POLE AND AT THE SOUTHEAST CORNER OF THE PARKING AREA
 BJ1111'FOR THE TECHNICAL SPECIALTIES CORP. TI IS A REFERENCE MARK
 BJ1111'DISK STAMPED ST. GABERIEL 2 1955 NO 3 1975, PROJECTS 8
 BJ1111'INCHES.
 BJ1111'
 BJ1111'REFERENCE MARK NO 4 IS 77.06 FEET WEST OF THE STATION,
 BJ1111'54 FEET NORTH OF THE SOUTHEAST CORNER OF THE TECHNICAL
 BJ1111'SPECIALTIES CORP. BUILDING, 78 FEET NORTH OF THE CENTER OF
 BJ1111'STATE HIGHWAY 74 AND 2 FEET EAST OF THE EAST WALL OF THE
 BJ1111'BUILDING. IT IS A REFERENCE MARK DISK SET IN A DRILL HOLE
 BJ1111'IN THE CONCRETE PARKING LOT. IT IS STAMPED ST. GABERIEL 2
 BJ1111'1955 NO 4 1975.
 BJ1111'
 BJ1111'24A001 (LDH) IS 260.21 FEET EAST OF THE STATION IN THE
 BJ1111'NORTHWEST QUADRANT OF THE INTERSECTION OF STATE HIGHWAYS
 BJ1111'30 AND 74. IT IS 33 FEET NORTH OF THE CENTER OF STATE
 BJ1111'HIGHWAY 30, 79 FEET EAST OF THE EAST RAIL OF THE MAIN
 BJ1111'TRACKS, 39.5 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER AND 1.5
 BJ1111'FEET EAST OF A METAL WITNESS POST. IT IS A USCGS AND STATE
 BJ1111'SURVEY DISK STAMPED 24A001, PROJECTING 2 INCHES.
 BJ1111'
 BJ1111'24A002 (LDH) AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION,
 BJ1111'32.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 74, 51 FEET
 BJ1111'EAST OF A CONCRETE R.O.W. POST AND 1 FOOT EAST OF A METAL
 BJ1111'WITNESS POST. IT IS A USCGS STATE SURVEY DISK STAMPED
 BJ1111'24A002, FLUSH WITH THE GROUND.
 BJ1111
 BJ1111                          STATION RECOVERY (1975)
 BJ1111
 BJ1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BJ1111'MARK RECOVERED IN POOR CONDITION.
 BJ1111
 BJ1111                          STATION RECOVERY (1976)
 BJ1111
 BJ1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1111'0.25 MILE EAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF STATE
 BJ1111'75, LOCATED AT ABOUT THE CENTER OF A PARKING LOT AT THE EAST EDGE OF
 BJ1111'A CONCRETE SLAB, 75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BJ1111'154 FEET WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL MAIN TRACK,
 BJ1111'77 FEET EAST OF ST. GABRIEL 2 RM 4.
 BJ1111
 BJ1111                          STATION RECOVERY (1981)
 BJ1111
 BJ1111'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ1111'RECOVERED IN GOOD CONDITION.
 BJ1111
 BJ1111                          STATION RECOVERY (1986)
 BJ1111
 BJ1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1111'RECOVERED IN GOOD CONDITION.
 BJ1111
 BJ1111                          STATION RECOVERY (2006)
 BJ1111
 BJ1111'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ1111'MARK RECESSED 8 IN BELOW LEVEL OF PARKING LOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3190 ***********************************************************************
 AU3190  DESIGNATION -  ST JAMES
 AU3190  PID         -  AU3190
 AU3190  STATE/COUNTY-  LA/ST JAMES
 AU3190  USGS QUAD   -  LAGAN (1989)
 AU3190
 AU3190                         *CURRENT SURVEY CONTROL
 AU3190  ___________________________________________________________________
 AU3190* NAD 83(1992)-  29 59 09.48019(N)    090 48 20.99439(W)     ADJUSTED  
 AU3190* NAVD 88     -         5.   **(meters)      16.   **(feet)  SCALED    
 AU3190  **This station is located in a subsidence area (see below).
 AU3190  ___________________________________________________________________
 AU3190  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU3190  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AU3190
 AU3190  HORZ ORDER  -  FIRST
 AU3190
 AU3190.The horizontal coordinates were established by classical geodetic methods
 AU3190.and adjusted by the National Geodetic Survey in January 1993..
 AU3190
 AU3190 ** The orthometric height has not been validated since last determined
 AU3190 ** by differential leveling and should not be used for control purposes.
 AU3190 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3190 ** area with valid NAVD 88 orthometric heights.
 AU3190 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3190 ** epoch indicated which incorporates improved geoid heights for the
 AU3190 ** Southern Louisiana Subsidence area.
 AU3190 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3190.The orthometric height was scaled from a topographic map.
 AU3190
 AU3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3190
 AU3190.The geoid height was determined by GEOID03.
 AU3190
 AU3190;                    North         East     Units Scale Factor Converg.
 AU3190;SPC LA S     -   164,828.064 1,050,899.865   MT  0.99992578   +0 15 49.5
 AU3190;SPC LA S     -   540,773.41  3,447,827.31   sFT  0.99992578   +0 15 49.5
 AU3190;UTM  15      - 3,319,256.698   711,678.298   MT  1.00015286   +1 05 49.3
 AU3190
 AU3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3190!SPC LA S     -   1.00000336  x   0.99992578  =   0.99992913
 AU3190!UTM  15      -   1.00000336  x   1.00015286  =   1.00015622
 AU3190
 AU3190|---------------------------------------------------------------------|
 AU3190| PID    Reference Object                     Distance      Geod. Az  |
 AU3190|                                                           dddmmss.s |
 AU3190| DD8109 ST JAMES RM 1                                      05605     |
 AU3190| DD8110 ST JAMES RM 2                        28.600 METERS 13235     |
 AU3190| AU3191 194/3                                27.353 METERS 13458     |
 AU3190| BJ4476 WINCHESTER RESET                    APPROX.13.0 KM 3064725.5 |
 AU3190| BJ4465 CONVENT ST MICHAELS CATH CH         APPROX. 3.4 KM 3215403.5 |
 AU3190|---------------------------------------------------------------------|
 AU3190
 AU3190                          SUPERSEDED SURVEY CONTROL
 AU3190
 AU3190  NAD 83(1986)-  29 59 09.49768(N)    090 48 20.99588(W) AD(       ) 1
 AU3190  NAD 27      -  29 59 08.76680(N)    090 48 20.66010(W) AD(       ) 1
 AU3190
 AU3190.Superseded values are not recommended for survey control.
 AU3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3190.See file dsdata.txt to determine how the superseded data were derived.
 AU3190
 AU3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1167819257(NAD 83)
 AU3190_MARKER: DS = TRIANGULATION STATION DISK
 AU3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3190
 AU3190  HISTORY     - Date     Condition        Report By
 AU3190  HISTORY     - 1930     MONUMENTED       CGS
 AU3190  HISTORY     - 1937     MARK NOT FOUND   LAGS
 AU3190  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU3190  HISTORY     - 1961     GOOD             USGS
 AU3190
 AU3190                          STATION DESCRIPTION
 AU3190
 AU3190'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 AU3190'STATION IS ABOUT 1-1/2 MILES E OF TOWN OF ST. JAMES, 5.1 MILES
 AU3190'W (BY ROAD) OF ROAD TO VACHERIE, ABOUT 1/2 MILE BELOW AND ON
 AU3190'OPPOSITE SIDE OF RIVER FROM COLLEGE POINT, A LITTLE W OF S OF
 AU3190'NAVIGATION LIGHT ON RIVER OPPOSITE COLLEGE POINT, REACHED JUST
 AU3190'BEFORE RIVER TURNS N.  STATION IS ON BENCH OF LEVEE, 23.8 METERS
 AU3190'(78 FEET) N OF CENTER LINE OF U.S. HIGHWAY 30, AND 11.0 METERS
 AU3190'(36 FEET) S OF CROWN OF LEVEE.
 AU3190'
 AU3190'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AU3190'DISKS SET IN CONCRETE.
 AU3190'
 AU3190'REFERENCE MARK NO. 1 IS 6.4 METERS (21 FEET) S OF CENTER LINE
 AU3190'OF U.S. HIGHWAY 30, 12.5 METERS (41 FEET) E OF NE CORNER OF
 AU3190'PICKET FENCE AND 0.3 MILE FROM STATION N 33 DEG 55 MIN E.
 AU3190'
 AU3190'REFERENCE MARK NO. 2 IS 4.9 METERS (16 FEET) S OF CENTER LINE
 AU3190'OF U.S. HIGHWAY 30, 3.6 METERS (12 FEET) W OF GATE LEADING INTO
 AU3190'VACANT FARMHOUSE, AND 28.6 METERS (94 FEET) FROM STATION
 AU3190'S 47 DEG 25 MIN E.
 AU3190'
 AU3190'B.M. 194/3 (M.R.C.) IS 27.35 METERS (89.7 FEET) FROM STATION
 AU3190'S 45 DEG 02 MIN E.
 AU3190
 AU3190                          STATION RECOVERY (1937)
 AU3190
 AU3190'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 AU3190'THE DRAG LINE OPERATOR WHO WORKED ON THE NEW LINE POINTED OUT THE
 AU3190'EXACT SPOT WHERE THE STATION WAS LOCATED ON THE OLD LEVEE.  THE
 AU3190'DEPRESSIONS IN THE LEVEE WHERE THE TOWER STOOD WERE FOUND, AND
 AU3190'ALSO THE DEPRESSION WHERE THE STATION WAS LOCATED.  A HOLE ABOUT
 AU3190'4 FEET DEEP WAS DUG AND NO UNDERGROUND MARK WAS FOUND.  REFERENCE
 AU3190'MARKS ALSO COULD NOT BE FOUND.
 AU3190
 AU3190                          STATION RECOVERY (1955)
 AU3190
 AU3190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU3190'THE STATION WAS DESTROYED WHEN THE LEVEE WAS MOVED AND REBUILT.
 AU3190'THE COMPLETE STATION WAS DESTROYED.
 AU3190
 AU3190                          STATION RECOVERY (1961)
 AU3190
 AU3190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AU3190'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4469 ***********************************************************************
 BJ4469  DESIGNATION -  ST JAMES SHELL PIPELINE TOWER
 BJ4469  PID         -  BJ4469
 BJ4469  STATE/COUNTY-  LA/ST JAMES
 BJ4469  USGS QUAD   -  CONVENT (1994)
 BJ4469
 BJ4469                         *CURRENT SURVEY CONTROL
 BJ4469  ___________________________________________________________________
 BJ4469* NAD 83(1992)-  30 01 16.98093(N)    090 50 25.50678(W)     ADJUSTED  
 BJ4469* NAVD 88     -                                                        
 BJ4469  **This station is located in a subsidence area (see below).
 BJ4469  ___________________________________________________________________
 BJ4469  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ4469  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BJ4469
 BJ4469  HORZ ORDER  -  THIRD
 BJ4469
 BJ4469.The horizontal coordinates were established by classical geodetic methods
 BJ4469.and adjusted by the National Geodetic Survey in January 1993..
 BJ4469
 BJ4469 ** The orthometric height has not been validated since last determined
 BJ4469 ** by differential leveling and should not be used for control purposes.
 BJ4469 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4469 ** area with valid NAVD 88 orthometric heights.
 BJ4469 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4469 ** epoch indicated which incorporates improved geoid heights for the
 BJ4469 ** Southern Louisiana Subsidence area.
 BJ4469 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4469
 BJ4469.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4469
 BJ4469.The geoid height was determined by GEOID03.
 BJ4469
 BJ4469;                    North         East     Units Scale Factor Converg.
 BJ4469;SPC LA S     -   168,738.925 1,047,545.640   MT  0.99992581   +0 14 47.3
 BJ4469;SPC LA S     -   553,604.29  3,436,822.65   sFT  0.99992581   +0 14 47.3
 BJ4469;UTM  15      - 3,323,119.175   708,266.770   MT  1.00013517   +1 04 51.2
 BJ4469
 BJ4469                          SUPERSEDED SURVEY CONTROL
 BJ4469
 BJ4469  NAD 83(1986)-  30 01 16.99854(N)    090 50 25.50821(W) AD(       ) 4
 BJ4469  NAD 27      -  30 01 16.27067(N)    090 50 25.16733(W) AD(       ) 3
 BJ4469
 BJ4469.Superseded values are not recommended for survey control.
 BJ4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4469.See file dsdata.txt to determine how the superseded data were derived.
 BJ4469
 BJ4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0826723119(NAD 83)
 BJ4469_MARKER: 45 = MICROWAVE TOWER
 BJ4469
 BJ4469  HISTORY     - Date     Condition        Report By
 BJ4469  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4469
 BJ4469                          STATION DESCRIPTION
 BJ4469
 BJ4469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4469'THE POINT INTERSECTED WAS THE TOP CENTER OF THE ST. JAMES, SHELL
 BJ4469'PIPELINE CORPORATION, MICROWAVE KZG TOWER THAT IS LOCATED ABOUT
 BJ4469'3.5 MILES SOUTHEAST OF WELCOME AND 1.5 MILES SOUTHWEST OF UNCLE SAM
 BJ4469'AND JUST EAST OF STATE HIGHWAY 18.  IT IS A THREE LEGGED
 BJ4469'STRUCTURAL STEEL TOWER, UNPAINTED, WITH TWO DISH SHAPED ANTENNAS
 BJ4469'LOCATED NEAR THE TOP.  THE OVERALL HEIGHT BEING 170 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3194 ***********************************************************************
 AU3194  DESIGNATION -  ST JAMES SUGAR CO OP STACK
 AU3194  PID         -  AU3194
 AU3194  STATE/COUNTY-  LA/ST JAMES
 AU3194  USGS QUAD   -  LAGAN (1989)
 AU3194
 AU3194                         *CURRENT SURVEY CONTROL
 AU3194  ___________________________________________________________________
 AU3194* NAD 83(1992)-  29 59 38.17360(N)    090 50 47.84497(W)     ADJUSTED  
 AU3194* NAVD 88     -                                                        
 AU3194  **This station is located in a subsidence area (see below).
 AU3194  ___________________________________________________________________
 AU3194  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AU3194  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AU3194
 AU3194  HORZ ORDER  -  THIRD
 AU3194
 AU3194.The horizontal coordinates were established by classical geodetic methods
 AU3194.and adjusted by the National Geodetic Survey in January 1993..
 AU3194
 AU3194 ** The orthometric height has not been validated since last determined
 AU3194 ** by differential leveling and should not be used for control purposes.
 AU3194 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3194 ** area with valid NAVD 88 orthometric heights.
 AU3194 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3194 ** epoch indicated which incorporates improved geoid heights for the
 AU3194 ** Southern Louisiana Subsidence area.
 AU3194 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3194
 AU3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3194
 AU3194.The geoid height was determined by GEOID03.
 AU3194
 AU3194;                    North         East     Units Scale Factor Converg.
 AU3194;SPC LA S     -   165,694.107 1,046,960.038   MT  0.99992575   +0 14 36.1
 AU3194;SPC LA S     -   543,614.75  3,434,901.39   sFT  0.99992575   +0 14 36.1
 AU3194;UTM  15      - 3,320,065.521   707,725.435   MT  1.00013240   +1 04 36.8
 AU3194
 AU3194                          SUPERSEDED SURVEY CONTROL
 AU3194
 AU3194  NAD 83(1986)-  29 59 38.19178(N)    090 50 47.84680(W) AD(       ) 4
 AU3194  NAD 27      -  29 59 37.46307(N)    090 50 47.50845(W) AD(       ) 3
 AU3194
 AU3194.Superseded values are not recommended for survey control.
 AU3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3194.See file dsdata.txt to determine how the superseded data were derived.
 AU3194
 AU3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0772520066(NAD 83)
 AU3194_MARKER: 63 = STACK
 AU3194
 AU3194  HISTORY     - Date     Condition        Report By
 AU3194  HISTORY     - 1973     FIRST OBSERVED   NGS
 AU3194
 AU3194                          STATION DESCRIPTION
 AU3194
 AU3194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3194'THE POINT INTERSECTED WAS THE TOP CENTER OF THE ST. JAMES SUGAR CO-OP
 AU3194'INCORPORATED, STACK THAT IS LOCATED ABOUT 2.5 MILES WEST-NORTHWEST
 AU3194'OF ST. JAMES, 1.3 MILES WEST OF STATE HIGHWAY 18 AND JUST EAST OF
 AU3194'THE SOUTHERN PACIFIC COMPANY RAILROAD.  IT IS A CONCRETE STACK,
 AU3194'PAINTED WHITE IN COLOR WITH ST JAMES IN BLACK LETTERING.  THE
 AU3194'OVERALL HEIGHT BEING 196 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6394 ***********************************************************************
 AH6394  DESIGNATION -  ST. JOHN
 AH6394  PID         -  AH6394
 AH6394  STATE/COUNTY-  LA/TERREBONNE
 AH6394  USGS QUAD   -  HOUMA (1980)
 AH6394
 AH6394                         *CURRENT SURVEY CONTROL
 AH6394  ___________________________________________________________________
 AH6394* NAD 83(1992)-  29 33 31.44943(N)    090 38 39.76576(W)     ADJUSTED  
 AH6394* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AH6394  **This station is located in a subsidence area (see below).
 AH6394  ___________________________________________________________________
 AH6394  X           -     -62,445.446 (meters)                     COMP
 AH6394  Y           -  -5,552,178.982 (meters)                     COMP
 AH6394  Z           -   3,127,908.290 (meters)                     COMP
 AH6394  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6394  ELLIP HEIGHT-         -22.91  (meters)          (02/21/02) GPS OBS
 AH6394  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6394
 AH6394  HORZ ORDER  -  FIRST
 AH6394  ELLP ORDER  -  FIFTH     CLASS I
 AH6394
 AH6394.The horizontal coordinates were established by GPS observations
 AH6394.and adjusted by the National Geodetic Survey in December 1998..
 AH6394
 AH6394 ** The orthometric height has not been validated since last determined
 AH6394 ** by differential leveling and should not be used for control purposes.
 AH6394 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6394 ** area with valid NAVD 88 orthometric heights.
 AH6394 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6394 ** epoch indicated which incorporates improved geoid heights for the
 AH6394 ** Southern Louisiana Subsidence area.
 AH6394 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6394.The orthometric height was determined by GPS observations and a
 AH6394.high-resolution geoid model.
 AH6394
 AH6394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6394
 AH6394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6394
 AH6394.The ellipsoidal height was determined by GPS observations
 AH6394.and is referenced to NAD 83.
 AH6394
 AH6394.The geoid height was determined by GEOID03.
 AH6394
 AH6394;                    North         East     Units Scale Factor Converg.
 AH6394;SPC LA S     -   117,556.705 1,066,763.336   MT  0.99995532   +0 20 40.1
 AH6394;SPC LA S     -   385,683.96  3,499,872.71   sFT  0.99995532   +0 20 40.1
 AH6394;UTM  15      - 3,272,206.605   728,225.784   MT  1.00024274   +1 09 45.2
 AH6394
 AH6394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6394!SPC LA S     -   1.00000360  x   0.99995532  =   0.99995892
 AH6394!UTM  15      -   1.00000360  x   1.00024274  =   1.00024634
 AH6394
 AH6394                          SUPERSEDED SURVEY CONTROL
 AH6394
 AH6394  ELLIP H (12/17/98)  -22.87   (m)                       GP(       ) 4 2
 AH6394
 AH6394.Superseded values are not recommended for survey control.
 AH6394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6394.See file dsdata.txt to determine how the superseded data were derived.
 AH6394
 AH6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2822672207(NAD 83)
 AH6394_MARKER: I = METAL ROD
 AH6394_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6394_STAMPING: ST. JOHN
 AH6394_MARK LOGO: LA-109
 AH6394_PROJECTION: RECESSED 10 CENTIMETERS
 AH6394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6394+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6394_ROD/PIPE-DEPTH: 18.3 meters
 AH6394_SLEEVE-DEPTH  :  0.9 meters
 AH6394
 AH6394  HISTORY     - Date     Condition        Report By
 AH6394  HISTORY     - 1995     MONUMENTED       MPHI
 AH6394
 AH6394                          STATION DESCRIPTION
 AH6394
 AH6394'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6394'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6394'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6394'56 FOR 0.4 MI (0.6 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS
 AH6394'A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 117.2 FT
 AH6394'(35.7 M) NORTHWEST FROM THE POWER POLE, 65.5 FT (20.0 M) NORTHEAST
 AH6394'FROM THE POWER POLE NO.129, 27.8 FT (8.5 M) NORTHEAST FROM THE
 AH6394'CENTERLINE OF HWY 56, 190.7 FT (58.1 M) SOUTHEAST FROM THE POWER POLE,
 AH6394'AND 39.7 FT (12.1 M) FROM THE WATERS EDGE OF BAYOU PETITE CAILLOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5132 ***********************************************************************
 BJ5132  DESIGNATION -  ST JOHN SUGAR TANK
 BJ5132  PID         -  BJ5132
 BJ5132  STATE/COUNTY-  LA/ST MARTIN
 BJ5132  USGS QUAD   -  PARKS (1983)
 BJ5132
 BJ5132                         *CURRENT SURVEY CONTROL
 BJ5132  ___________________________________________________________________
 BJ5132* NAD 83(1992)-  30 09 27.47243(N)    091 48 41.46486(W)     ADJUSTED  
 BJ5132* NAVD 88     -                                                        
 BJ5132  **This station is located in a subsidence area (see below).
 BJ5132  ___________________________________________________________________
 BJ5132  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5132  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ5132
 BJ5132  HORZ ORDER  -  THIRD
 BJ5132
 BJ5132.The horizontal coordinates were established by classical geodetic methods
 BJ5132.and adjusted by the National Geodetic Survey in January 1993..
 BJ5132
 BJ5132 ** The orthometric height has not been validated since last determined
 BJ5132 ** by differential leveling and should not be used for control purposes.
 BJ5132 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5132 ** area with valid NAVD 88 orthometric heights.
 BJ5132 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5132 ** epoch indicated which incorporates improved geoid heights for the
 BJ5132 ** Southern Louisiana Subsidence area.
 BJ5132 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5132
 BJ5132.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5132
 BJ5132.The geoid height was determined by GEOID03.
 BJ5132
 BJ5132;                    North         East     Units Scale Factor Converg.
 BJ5132;SPC LA S     -   183,835.263   953,938.213   MT  0.99992947   -0 14 20.8
 BJ5132;SPC LA S     -   603,132.86  3,129,712.29   sFT  0.99992947   -0 14 20.8
 BJ5132;UTM  15      - 3,336,848.760   614,448.842   MT  0.99976160   +0 35 49.7
 BJ5132
 BJ5132                          SUPERSEDED SURVEY CONTROL
 BJ5132
 BJ5132  NAD 83(1986)-  30 09 27.49293(N)    091 48 41.45914(W) AD(       ) 4
 BJ5132  NAD 27      -  30 09 26.77014(N)    091 48 41.04581(W) AD(       ) 3
 BJ5132
 BJ5132.Superseded values are not recommended for survey control.
 BJ5132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5132.See file dsdata.txt to determine how the superseded data were derived.
 BJ5132
 BJ5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1444936849(NAD 83)
 BJ5132_MARKER: 53 = ELEVATED TANK
 BJ5132
 BJ5132  HISTORY     - Date     Condition        Report By
 BJ5132  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5132  HISTORY     - 19990712 GOOD             USPSQD
 BJ5132  HISTORY     - 20010730 GOOD             NGS
 BJ5132
 BJ5132                          STATION DESCRIPTION
 BJ5132
 BJ5132'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5132'THE BALL AT THE TOP CENTER OF THE ST. JOHN SUGAR MILL WATER TANK.
 BJ5132'THE TANK IS PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED STEEL
 BJ5132'STRUCTURE AND IS ABOUT 150 FEET HIGH.
 BJ5132'
 BJ5132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 353 AND 31
 BJ5132'AT THE NORTH EDGE OF ST MARTINVILLE, GO NORTH ON HIGHWAY 31 FOR 1.1
 BJ5132'MILES TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 BJ5132'PAVED ROAD FOR 0.5 MILE TO A DRAW BRIDGE, CROSS BRIDGE AND
 BJ5132'CONTINUE EAST FOR 0.05 MILE TO THE SUGAR MILL AND TANK ON THE
 BJ5132'RIGHT.
 BJ5132
 BJ5132                          STATION RECOVERY (1999)
 BJ5132
 BJ5132'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5132'RECOVERED IN GOOD CONDITION.
 BJ5132
 BJ5132                          STATION RECOVERY (2001)
 BJ5132
 BJ5132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5132'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5229 ***********************************************************************
 BJ5229  DESIGNATION -  ST JOSEPH
 BJ5229  PID         -  BJ5229
 BJ5229  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5229  USGS QUAD   -  INNIS (1994)
 BJ5229
 BJ5229                         *CURRENT SURVEY CONTROL
 BJ5229  ___________________________________________________________________
 BJ5229* NAD 83(1992)-  30 58 15.50447(N)    091 39 51.90680(W)     ADJUSTED  
 BJ5229* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BJ5229  ___________________________________________________________________
 BJ5229  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ5229  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ5229
 BJ5229  HORZ ORDER  -  FIRST
 BJ5229
 BJ5229.The horizontal coordinates were established by classical geodetic methods
 BJ5229.and adjusted by the National Geodetic Survey in January 1993..
 BJ5229
 BJ5229.The orthometric height was scaled from a topographic map.
 BJ5229
 BJ5229.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5229
 BJ5229.The geoid height was determined by GEOID03.
 BJ5229
 BJ5229;                    North         East     Units Scale Factor Converg.
 BJ5229;SPC LA S     -   273,952.019   968,368.243   MT  1.00006885   -0 09 56.0
 BJ5229;SPC LA S     -   898,790.92  3,177,054.81   sFT  1.00006885   -0 09 56.0
 BJ5229;SPC MS W     -   163,818.952   572,838.135   MT  1.00014939   -0 41 06.3
 BJ5229;SPC MS W     -   537,462.68  1,879,386.45   sFT  1.00014939   -0 41 06.3
 BJ5229;SPC LA N     -    52,528.906 1,079,828.962   MT  1.00005013   +0 26 30.4
 BJ5229;SPC LA N     -   172,338.59  3,542,738.85   sFT  1.00005013   +0 26 30.4
 BJ5229;UTM  15      - 3,427,150.156   627,546.778   MT  0.99980067   +0 41 14.6
 BJ5229
 BJ5229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5229!SPC LA S     -   1.00000426  x   1.00006885  =   1.00007311
 BJ5229!SPC MS W     -   1.00000426  x   1.00014939  =   1.00015365
 BJ5229!SPC LA N     -   1.00000426  x   1.00005013  =   1.00005439
 BJ5229!UTM  15      -   1.00000426  x   0.99980067  =   0.99980493
 BJ5229
 BJ5229|---------------------------------------------------------------------|
 BJ5229| PID    Reference Object                     Distance      Geod. Az  |
 BJ5229|                                                           dddmmss.s |
 BJ5229| CW2345 ST JOSEPH RM                         31.280 METERS 26801     |
 BJ5229| BJ5225 TORRAS                              APPROX. 2.5 KM 3254630.4 |
 BJ5229|---------------------------------------------------------------------|
 BJ5229
 BJ5229                          SUPERSEDED SURVEY CONTROL
 BJ5229
 BJ5229  NAD 83(1986)-  30 58 15.52160(N)    091 39 51.90106(W) AD(       ) 1
 BJ5229  NAD 27      -  30 58 14.87567(N)    091 39 51.47529(W) AD(       ) 1
 BJ5229
 BJ5229.Superseded values are not recommended for survey control.
 BJ5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5229.See file dsdata.txt to determine how the superseded data were derived.
 BJ5229
 BJ5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2754727150(NAD 83)
 BJ5229_MARKER: DS = TRIANGULATION STATION DISK
 BJ5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5229
 BJ5229  HISTORY     - Date     Condition        Report By
 BJ5229  HISTORY     - 1919     MONUMENTED       CGS
 BJ5229  HISTORY     - 1935     GOOD             CGS
 BJ5229  HISTORY     - 1936     GOOD             LAGS
 BJ5229  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5229  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ5229
 BJ5229                          STATION DESCRIPTION
 BJ5229
 BJ5229'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BJ5229'DIRECTLY ACROSS MISSISSIPPI RIVER FROM ANGOLA, IN TOP OF LEVEE,
 BJ5229'IN FRONT OF HOUSE OWNED BY NED PHILIPS, ABOUT 1-1/4 MILES E
 BJ5229'OF TOWN OF TORRAS, ABOUT 35 METERS (115 FEET) E OF WHERE LEVEE
 BJ5229'MAKES SHARP TURN TO SE, AND ABOUT 150 METERS (492 FEET) E OF
 BJ5229'ST. JOSEPH CHURCH.
 BJ5229'
 BJ5229'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ5229'DISKS SET IN CONCRETE.
 BJ5229'
 BJ5229'REFERENCE MARK IS 31.280 METERS (102.62 FEET) FROM STATION
 BJ5229'S 88 DEG 01 MIN W.
 BJ5229'
 BJ5229'IN 1929 THE STATION SITE WAS COVERED BY TOPPING ABOUT 4 FEET
 BJ5229'IN DEPTH APPLIED TO LEVEE IN 1927.
 BJ5229'
 BJ5229'REFERENCE MARK HAS BEEN COVERED BY CONSTRUCTION OF COTTON
 BJ5229'WAREHOUSE AND FILL AROUND IT.  MARKS NOT RECOVERED.
 BJ5229
 BJ5229                          STATION RECOVERY (1935)
 BJ5229
 BJ5229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BJ5229'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, ABOUT 10
 BJ5229'INCHES BELOW GROUND SURFACE.  DISK IS STAMPED ST. JOSEPH 1919.
 BJ5229'
 BJ5229'REFERENCE MARK (1919) REPORTED TO BE UNDER COTTON WAREHOUSE,
 BJ5229'BUT COULD NOT BE FOUND AND IT IS CONSIDERED LOST.
 BJ5229'
 BJ5229'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET IN
 BJ5229'A 14-BY 14-BY 30-INCH CONCRETE PIER, JUST OUTSIDE OF CORNER
 BJ5229'OF BOARD FENCE AROUND FRONT YARD OF HOME OWNED BY MRS. L.T.
 BJ5229'PHILLIPS, 23 FEET W OF CENTER OF N-S ROAD, 25 FEET S OF E-W
 BJ5229'HIGHWAY, AND 46.345 METERS (152.01 FEET) FROM STATION
 BJ5229'S 68 DEG 36 MIN W.
 BJ5229'
 BJ5229'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BJ5229'A 14-BY 14-BY 30-INCH CONCRETE PIER, 3 FEET E OF SE CORNER
 BJ5229'OF LARGE COTTON WAREHOUSE, ABOUT IN LINE WITH SE SIDE AND
 BJ5229'ABOUT 50 FEET N OF E-W ROAD CROSSING THE LEVEE AND 38.89 METERS
 BJ5229'(127.68 FEET) FROM STATION N 30 DEG 55 MIN W.
 BJ5229'
 BJ5229'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 54.195 METERS
 BJ5229'(177.82 FEET) S 23 DEG 58 MIN W.
 BJ5229
 BJ5229                          STATION RECOVERY (1936)
 BJ5229
 BJ5229'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ5229'THE SITE IS EASILY FOUND FROM THE ORIGINAL DESCRIPTION WHICH IS
 BJ5229'CORRECT.  THE MARK APPEARS TO HAVE BEEN COVERED BY NEW WORK
 BJ5229'ON LEVEE.
 BJ5229'
 BJ5229'THE REFERENCE MARKS WERE NOT LOST AS STATED IN RECOVERY NOTES.
 BJ5229'
 BJ5229'REFERENCE MARK NO. 1 IS LOCATED AT NE CORNER OF PHILIPS YARD.
 BJ5229'
 BJ5229'REFERENCE MARK NO. 2 IS LOCATED AT SE CORNER OF COTTON WAREHOUSE.
 BJ5229
 BJ5229                          STATION RECOVERY (1957)
 BJ5229
 BJ5229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5229'STATION WAS SEARCHED FOR AND NOT RECOVERED, NONE OF THE
 BJ5229'REFERENCES COULD BE FOUND, AND THE LEVEE MENTIONED IN THE
 BJ5229'ORIGINAL REPORT HAS BEEN CHANGED.  IT IS RECOMMENDED THAT THIS
 BJ5229'STATION BE CONSIDERED LOST.
 BJ5229
 BJ5229                          STATION RECOVERY (1964)
 BJ5229
 BJ5229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DD)
 BJ5229'THE TRIANGULATION STATION, R.M. 1 AND R.M. 2 WERE SEARCHED FOR
 BJ5229'BUT NOT RECOVERED.  THE COTTON WAREHOUSE, THE LEVEE, AND THE ROAD
 BJ5229'HAVE ALL WASHED OUT AND THESE MARKS ARE BELIEVED TO HAVE BEEN
 BJ5229'DESTROYED.  ABOUT 2 MAN-HOURS WERE SPENT SEARCHING FOR THESE
 BJ5229'MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0706 ***********************************************************************
 BW0706  DESIGNATION -  ST. JOSEPH BOLT
 BW0706  PID         -  BW0706
 BW0706  STATE/COUNTY-  LA/TENSAS
 BW0706  USGS QUAD   -  ST JOSEPH (1986)
 BW0706
 BW0706                         *CURRENT SURVEY CONTROL
 BW0706  ___________________________________________________________________
 BW0706* NAD 83(1986)-  31 54 05.     (N)    091 14 20.     (W)     SCALED    
 BW0706* NAVD 88     -        20.83   (+/-2cm)      68.3    (feet)  VERTCON   
 BW0706  ___________________________________________________________________
 BW0706  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0706
 BW0706  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0706
 BW0706.The horizontal coordinates were scaled from a topographic map and have
 BW0706.an estimated accuracy of +/- 6 seconds.
 BW0706
 BW0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0706.The vertical order pertains to the NGVD 29 superseded value.
 BW0706
 BW0706.The geoid height was determined by GEOID03.
 BW0706
 BW0706;                    North         East    Units  Estimated Accuracy
 BW0706;SPC LA N     -   156,070.    1,119,280.      MT  (+/- 180 meters Scaled)
 BW0706
 BW0706                          SUPERSEDED SURVEY CONTROL
 BW0706
 BW0706  NGVD 29 (??/??/92)   20.84   (m)           68.4    (f) COMPUTED    1 2
 BW0706
 BW0706.Superseded values are not recommended for survey control.
 BW0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0706.See file dsdata.txt to determine how the superseded data were derived.
 BW0706
 BW0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR665308(NAD 83)
 BW0706_MARKER: B = BOLT
 BW0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0706_SP_SET: TILE
 BW0706_STAMPING: ST JOSEPH
 BW0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0706
 BW0706  HISTORY     - Date     Condition        Report By
 BW0706  HISTORY     - UNK      MONUMENTED       USE
 BW0706  HISTORY     - 1938     GOOD             NGS
 BW0706
 BW0706                          STATION DESCRIPTION
 BW0706
 BW0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0706'1.25 MI S FROM ST JOSEPH.
 BW0706'1-1/4 MILES SOUTH OF ST. JOSEPH, TENSAS PARISH, 820 FEET ABOVE ST.
 BW0706'JOSEPH UPPER LANDING, 475 FEET EAST OF THE OLD LEVEE AT A POINT 230
 BW0706'FEET ABOVE A SMALL ANGLE, 445 FEET FROM THE MISSISSIPPI RIVER BANK, AT
 BW0706'THE EDGE OF A POINT OF THE OLD BANK ON WHICH ARE LARGE COTTONWOOD
 BW0706'TREES, 118 FEET BELOW THE LINE OF A DITCH RUNNING OUT FROM THE OLD
 BW0706'LEVEE TO THE RIVER BANK, 136 FEET SOUTHEAST OF A BLAZED 24-INCH
 BW0706'SYCAMORE TREE, 126 FEET NORTH OF A BLAZED 6-INCH COTTONWOOD TREE, AND
 BW0706'83 FEET SOUTH OF A BLAZED 12-INCH SYCAMORE TREE.  A COPPER BOLT, SET
 BW0706'IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BW0706'THROUGH AN IRON PIPE FLUSH WITH THE GROUND AND BEARING A COPRS OF
 BW0706'ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0544 ***********************************************************************
 BW0544  DESIGNATION -  ST JOSEPH BOLT
 BW0544  PID         -  BW0544
 BW0544  STATE/COUNTY-  LA/TENSAS
 BW0544  USGS QUAD   -  ST JOSEPH (1986)
 BW0544
 BW0544                         *CURRENT SURVEY CONTROL
 BW0544  ___________________________________________________________________
 BW0544* NAD 83(1986)-  31 54 49.     (N)    091 14 06.     (W)     SCALED    
 BW0544* NAVD 88     -        21.59   (+/-2cm)      70.8    (feet)  VERTCON   
 BW0544  ___________________________________________________________________
 BW0544  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0544
 BW0544  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0544
 BW0544.The horizontal coordinates were scaled from a topographic map and have
 BW0544.an estimated accuracy of +/- 6 seconds.
 BW0544
 BW0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0544.The vertical order pertains to the NGVD 29 superseded value.
 BW0544
 BW0544.The geoid height was determined by GEOID03.
 BW0544
 BW0544;                    North         East    Units  Estimated Accuracy
 BW0544;SPC LA N     -   157,430.    1,119,630.      MT  (+/- 180 meters Scaled)
 BW0544
 BW0544                          SUPERSEDED SURVEY CONTROL
 BW0544
 BW0544  NGVD 29 (??/??/92)   21.599  (m)           70.86   (f) ADJ UNCH    1 2
 BW0544
 BW0544.Superseded values are not recommended for survey control.
 BW0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0544.See file dsdata.txt to determine how the superseded data were derived.
 BW0544
 BW0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR668322(NAD 83)
 BW0544_MARKER: B = BOLT
 BW0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0544_SP_SET: TILE
 BW0544_STAMPING: ST. JOSEPH
 BW0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0544
 BW0544  HISTORY     - Date     Condition        Report By
 BW0544  HISTORY     - UNK      MONUMENTED       DOD
 BW0544  HISTORY     - 1974     GOOD             LADTD
 BW0544
 BW0544                          STATION DESCRIPTION
 BW0544
 BW0544'DESCRIBED BY LA TRANSP AND DEV 1974
 BW0544'IN ST JOSEPH.
 BW0544'AT ST. JOSEPH, TENSAS PARISH, ON COURTHOUSE SQUARE.  IT IS 105.0 FEET
 BW0544'NORTH OF THE CENTERLINE OF WASHINGTON STREET, 47.4 FEET NORTHWEST OF
 BW0544'THE WEST CORNER OF THE MASONIC BUILDING, AND 46.2 FEET WEST OF THE
 BW0544'NORTH CORNER OF THE MASONIC BUILDING.  A COPPER BOLT, SET IN THE TOP
 BW0544'OF A TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BW0544'IRON PIPE PROJECTING ABOUT 18 INCHES ABOVE THE GROUND AND BEARING A
 BW0544'U.S. ENGINEER DEPARTMENT STANDARD CAP, STAMPED ST. JOSEPH.  SEC 16, T
 BW0544'11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0705 ***********************************************************************
 BW0705  DESIGNATION -  ST. JOSEPH CAP
 BW0705  PID         -  BW0705
 BW0705  STATE/COUNTY-  LA/TENSAS
 BW0705  USGS QUAD   -  ST JOSEPH (1986)
 BW0705
 BW0705                         *CURRENT SURVEY CONTROL
 BW0705  ___________________________________________________________________
 BW0705* NAD 83(1986)-  31 54 05.     (N)    091 14 20.     (W)     SCALED    
 BW0705* NAVD 88     -        22.04   (+/-2cm)      72.3    (feet)  VERTCON   
 BW0705  ___________________________________________________________________
 BW0705  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0705
 BW0705  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0705
 BW0705.The horizontal coordinates were scaled from a topographic map and have
 BW0705.an estimated accuracy of +/- 6 seconds.
 BW0705
 BW0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0705.The vertical order pertains to the NGVD 29 superseded value.
 BW0705
 BW0705.The geoid height was determined by GEOID03.
 BW0705
 BW0705;                    North         East    Units  Estimated Accuracy
 BW0705;SPC LA N     -   156,070.    1,119,280.      MT  (+/- 180 meters Scaled)
 BW0705
 BW0705                          SUPERSEDED SURVEY CONTROL
 BW0705
 BW0705  NGVD 29 (??/??/92)   22.05   (m)           72.3    (f) COMPUTED    1 2
 BW0705
 BW0705.Superseded values are not recommended for survey control.
 BW0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0705.See file dsdata.txt to determine how the superseded data were derived.
 BW0705
 BW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR665308(NAD 83)
 BW0705_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0705_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0705_STAMPING: ST JOSEPH
 BW0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0705
 BW0705  HISTORY     - Date     Condition        Report By
 BW0705  HISTORY     - UNK      MONUMENTED       USE
 BW0705  HISTORY     - 1938     GOOD             NGS
 BW0705
 BW0705                          STATION DESCRIPTION
 BW0705
 BW0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0705'1.25 MI S FROM ST JOSEPH.
 BW0705'1-1/4 MILES SOUTH OF ST. JOSEPH, TENSAS PARISH, 820 FEET ABOVE ST.
 BW0705'JOSEPH UPPER LANDING, 475 FEET EAST OF THE OLD LEVEE AT A POINT 230
 BW0705'FEET ABOVE A SMALL ANGLE, 445 FEET FROM THE MISSISSIPPI RIVER BANK, AT
 BW0705'THE EDGE OF A POINT OF THE OLD BANK ON WHICH ARE LARGE COTTONWOOD
 BW0705'TREES, 118 FEET BELOW THE LINE OF A DITCH RUNNING OUT FROM THE OLD
 BW0705'LEVEE TO THE RIVER BANK, 136 FEET SOUTHEAST OF A BLAZED 24-INCH
 BW0705'SYCAMORE TREE, 126 FEET NORTH OF A BLAZED 6-INCH COTTONWOOD TREE, AND
 BW0705'83 FEET SOUTH OF A BLAZED 12-INCH SYCAMORE TREE.  AN IRON PIPE FLUSH
 BW0705'WITH THE GROUND AND BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD
 BW0705'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0543 ***********************************************************************
 BW0543  DESIGNATION -  ST JOSEPH CAP
 BW0543  PID         -  BW0543
 BW0543  STATE/COUNTY-  LA/TENSAS
 BW0543  USGS QUAD   -  ST JOSEPH (1986)
 BW0543
 BW0543                         *CURRENT SURVEY CONTROL
 BW0543  ___________________________________________________________________
 BW0543* NAD 83(1992)-  31 54 48.26399(N)    091 14 06.38616(W)     ADJUSTED  
 BW0543* NAVD 88     -        22.83   (+/-2cm)      74.9    (feet)  VERTCON   
 BW0543  ___________________________________________________________________
 BW0543  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BW0543  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0543
 BW0543  HORZ ORDER  -  SECOND
 BW0543  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0543
 BW0543.The horizontal coordinates were established by classical geodetic methods
 BW0543.and adjusted by the National Geodetic Survey in May 1994..
 BW0543
 BW0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0543.The vertical order pertains to the NGVD 29 superseded value.
 BW0543
 BW0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0543
 BW0543.The geoid height was determined by GEOID03.
 BW0543
 BW0543;                    North         East     Units Scale Factor Converg.
 BW0543;SPC LA N     -   157,409.368 1,119,622.968   MT  0.99991474   +0 40 07.5
 BW0543;SPC LA N     -   516,433.90  3,673,296.35   sFT  0.99991474   +0 40 07.5
 BW0543;SPC MS W     -   267,902.614   614,711.260   MT  1.00003968   -0 28 36.3
 BW0543;SPC MS W     -   878,943.83  2,016,765.19   sFT  1.00003968   -0 28 36.3
 BW0543;UTM  15      - 3,532,196.451   666,871.764   MT  0.99994343   +0 55 59.5
 BW0543
 BW0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0543!SPC LA N     -   1.00000053  x   0.99991474  =   0.99991527
 BW0543!SPC MS W     -   1.00000053  x   1.00003968  =   1.00004021
 BW0543!UTM  15      -   1.00000053  x   0.99994343  =   0.99994396
 BW0543
 BW0543                          SUPERSEDED SURVEY CONTROL
 BW0543
 BW0543  NAD 83(1992)-  31 54 48.27536(N)    091 14 06.38210(W) AD(       ) 2
 BW0543  NAD 83(1986)-  31 54 48.27653(N)    091 14 06.38260(W) AD(       ) 2
 BW0543  NAD 27      -  31 54 47.70202(N)    091 14 05.97900(W) AD(       ) 2
 BW0543  NGVD 29 (??/??/92)   22.841  (m)           74.94   (f) ADJ UNCH    1 2
 BW0543
 BW0543.Superseded values are not recommended for survey control.
 BW0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0543.See file dsdata.txt to determine how the superseded data were derived.
 BW0543
 BW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6687232196(NAD 83)
 BW0543_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0543_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0543_STAMPING: ST. JOSEPH
 BW0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0543
 BW0543  HISTORY     - Date     Condition        Report By
 BW0543  HISTORY     - 1929     MONUMENTED       MRC
 BW0543  HISTORY     - 1974     GOOD             LADTD
 BW0543
 BW0543                          STATION DESCRIPTION
 BW0543
 BW0543'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 BW0543'IN TOWN OF ST. JOSEPH, IN E END OF COURTHOUSE SQUARE, 180 METERS
 BW0543'(591 FEET) SE OF COURTHOUSE, 71 METERS (233 FEET) W OF CREST OF
 BW0543'LEVEE, 42.5 METERS (139 FEET) S OF STREET ON UPPER SIDE OF
 BW0543'SQUARE, 30.5 METERS (100 FEET) N OF CENTER LINE OF STREET ON
 BW0543'LOWER SIDE OF SQUARE, 14.3 METERS (47 FEET) FROM UPPER BACK
 BW0543'CORNER OF OLD MASONIC HALL, AND 14.5 METERS (48 FEET) FROM LOWER
 BW0543'BACK CORNER OF HALL.
 BW0543'
 BW0543'STATION IS MARKED BY A STANDARD MARK OF MISSISSIPPI RIVER
 BW0543'COMMISSION, BRASS CAP ON STEEL PIPE ABOVE AND COPPER BOLT IN TILE
 BW0543'BELOW.  PIPE PROJECTS ABOUT 2 FEET.  A 36-INCH GUM TREE IS 2.6
 BW0543'METERS (8.5 FEET) FROM STATION N 200 DEG E.  A 30-INCH
 BW0543'SOFT MAPLE TREE IS 10 METERS (33 FEET) SE OF STATION.
 BW0543'
 BW0543'B.M. COURTHOUSE (M.R.C.) IS 179.0 METERS (587 FEET) FROM STATION
 BW0543'N 56 DEG 57 MIN W.
 BW0543'
 BW0543'STATION JOSEPH IS 29.03 METERS (95.2 FEET) FROM STATION
 BW0543'N 17 DEG 22 MIN E.
 BW0543
 BW0543                          STATION RECOVERY (1974)
 BW0543
 BW0543'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 BW0543'IN ST JOSEPH.
 BW0543'AT ST. JOSEPH, TENSAS PARISH, ON COURTHOUSE SQUARE.  IT IS 105.0 FEET
 BW0543'NORTH OF THE CENTERLINE OF WASHINGTON STREET, 47.4 FEET NORTHWEST OF
 BW0543'THE WEST CORNER OF THE MASONIC BUILDING, AND 46.2 FEET WEST OF THE
 BW0543'NORTH CORNER OF THE MASONIC BUILDING.  AN IRON PIPE PROJECTING ABOUT
 BW0543'18 INCHES ABOVE THE GROUND AND BEARING A U.S. ENGINEER DEPARTMENT
 BW0543'STANDARD CAP, STAMPED ST. JOSEPH.  SEC 16, T 11N, R 12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2802 ***********************************************************************
 BJ2802  DESIGNATION -  ST JOSEPH RM 2
 BJ2802  PID         -  BJ2802
 BJ2802  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2802  USGS QUAD   -  INNIS (1994)
 BJ2802
 BJ2802                         *CURRENT SURVEY CONTROL
 BJ2802  ___________________________________________________________________
 BJ2802* NAD 83(1986)-  30 58 15.     (N)    091 39 51.     (W)     SCALED    
 BJ2802* NAVD 88     -        14.85   (+/-2cm)      48.7    (feet)  VERTCON   
 BJ2802  ___________________________________________________________________
 BJ2802  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2802
 BJ2802  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2802
 BJ2802.The horizontal coordinates were scaled from a topographic map and have
 BJ2802.an estimated accuracy of +/- 6 seconds.
 BJ2802
 BJ2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2802.The vertical order pertains to the NGVD 29 superseded value.
 BJ2802
 BJ2802.The geoid height was determined by GEOID03.
 BJ2802
 BJ2802;                    North         East    Units  Estimated Accuracy
 BJ2802;SPC LA S     -   273,940.      968,390.      MT  (+/- 180 meters Scaled)
 BJ2802
 BJ2802                          SUPERSEDED SURVEY CONTROL
 BJ2802
 BJ2802  NGVD 29 (??/??/??)   14.827  (m)           48.64   (f) ADJUSTED    1 2
 BJ2802
 BJ2802.Superseded values are not recommended for survey control.
 BJ2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2802.See file dsdata.txt to determine how the superseded data were derived.
 BJ2802
 BJ2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ275271(NAD 83)
 BJ2802_MARKER: DR = REFERENCE MARK DISK
 BJ2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2802_STAMPING: R M 2 ST JOSEPH
 BJ2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2802+STABILITY: SURFACE MOTION
 BJ2802
 BJ2802  HISTORY     - Date     Condition        Report By
 BJ2802  HISTORY     - UNK      MONUMENTED       CGS
 BJ2802  HISTORY     - 1938     GOOD             DOD
 BJ2802  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2802
 BJ2802                          STATION DESCRIPTION
 BJ2802
 BJ2802'DESCRIBED BY US DEPARTMENT OF DEFENSE 1938
 BJ2802'IN TORRAS.
 BJ2802'AT TORRAS, POINTE COUPEE PARISH, ON THE RIGHT BANK OF MISSISSIPPI
 BJ2802'RIVER, AT THE CONFLUENCE OF OLD RIVER, 127.68 FEET SOUTHEAST OF
 BJ2802'TRIANGULATION STATION ST. JOSEPH, 50 FEET NORTH OF THE CENTERLINE OF
 BJ2802'AN EAST-AND-WEST ROAD CROSSSING THE LEVEE, ON THE NORTH BANK OF A
 BJ2802'BORROW PIT AT THE TOE OF THE OLD LEVEE, 3 FEET EAST OF THE SOUTHEAST
 BJ2802'CORNER OF A LARGE COTTON WAREHOUSE, AND IN LINE WITH THE SOUTHEAST
 BJ2802'SIDE OF THE BUILDING.  A STANDARD REEFERENCE-MARK DISK SET IN THE TOP
 BJ2802'OF A 14-INCH SQUARE CONCRETE POST.
 BJ2802
 BJ2802                          STATION RECOVERY (1964)
 BJ2802
 BJ2802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2674 ***********************************************************************
 BK2674  DESIGNATION -  ST LANDRY CENLA MW KKC 693
 BK2674  PID         -  BK2674
 BK2674  STATE/COUNTY-  LA/ST LANDRY
 BK2674  USGS QUAD   -  ST LANDRY (1983)
 BK2674
 BK2674                         *CURRENT SURVEY CONTROL
 BK2674  ___________________________________________________________________
 BK2674* NAD 83(1992)-  30 50 37.50546(N)    092 15 35.35913(W)     ADJUSTED  
 BK2674* NAVD 88     -                                                        
 BK2674  ___________________________________________________________________
 BK2674  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BK2674  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK2674
 BK2674  HORZ ORDER  -  THIRD
 BK2674
 BK2674.The horizontal coordinates were established by classical geodetic methods
 BK2674.and adjusted by the National Geodetic Survey in January 1993..
 BK2674
 BK2674
 BK2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2674
 BK2674.The geoid height was determined by GEOID03.
 BK2674
 BK2674;                    North         East     Units Scale Factor Converg.
 BK2674;SPC LA S     -   260,159.080   911,370.418   MT  1.00003373   -0 27 47.7
 BK2674;SPC LA S     -   853,538.58  2,990,054.45   sFT  1.00003373   -0 27 47.7
 BK2674;SPC LA N     -    38,140.809 1,022,977.363   MT  1.00008888   +0 07 37.1
 BK2674;SPC LA N     -   125,133.64  3,356,218.23   sFT  1.00008888   +0 07 37.1
 BK2674;UTM  15      - 3,412,520.287   570,777.772   MT  0.99966179   +0 22 46.2
 BK2674
 BK2674                          SUPERSEDED SURVEY CONTROL
 BK2674
 BK2674  NAD 83(1986)-  30 50 37.52577(N)    092 15 35.35278(W) AD(       ) 4
 BK2674  NAD 27      -  30 50 36.82225(N)    092 15 34.89436(W) AD(       ) 3
 BK2674
 BK2674.Superseded values are not recommended for survey control.
 BK2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2674.See file dsdata.txt to determine how the superseded data were derived.
 BK2674
 BK2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7077812520(NAD 83)
 BK2674_MARKER: 45 = MICROWAVE TOWER
 BK2674
 BK2674  HISTORY     - Date     Condition        Report By
 BK2674  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2674
 BK2674                          STATION DESCRIPTION
 BK2674
 BK2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2674'THE RED LIGHT ON TOP OF THE MICROWAVE TOWER OF THE ST LANDRY
 BK2674'CENTRAL LOUISIANA POWER PLANT.  IT IS A THREE-LEGGED STEEL
 BK2674'STRUCTURE, TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE
 BK2674'BANDS OF RED AND WHITE, AND IS ABOUT 309 FEET TALL.  IT IS AT THE
 BK2674'SOUTHWEST EDGE OF ST LANDRY AND ON THE SOUTH SIDE OF STATE
 BK2674'HIGHWAY 106.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2622 ***********************************************************************
 BK2622  DESIGNATION -  ST LANDRY D HASS TANK
 BK2622  PID         -  BK2622
 BK2622  STATE/COUNTY-  LA/ST LANDRY
 BK2622  USGS QUAD   -  WHITEVILLE (1992)
 BK2622
 BK2622                         *CURRENT SURVEY CONTROL
 BK2622  ___________________________________________________________________
 BK2622* NAD 83(1992)-  30 49 44.07749(N)    092 11 58.14081(W)     ADJUSTED  
 BK2622* NAVD 88     -                                                        
 BK2622  ___________________________________________________________________
 BK2622  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2622  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK2622
 BK2622  HORZ ORDER  -  THIRD
 BK2622
 BK2622.The horizontal coordinates were established by classical geodetic methods
 BK2622.and adjusted by the National Geodetic Survey in January 1993..
 BK2622
 BK2622
 BK2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2622
 BK2622.The geoid height was determined by GEOID03.
 BK2622
 BK2622;                    North         East     Units Scale Factor Converg.
 BK2622;SPC LA S     -   258,468.541   917,129.949   MT  1.00002996   -0 25 59.1
 BK2622;SPC LA S     -   847,992.20  3,008,950.51   sFT  1.00002996   -0 25 59.1
 BK2622;SPC LA N     -    36,509.682 1,028,754.372   MT  1.00009372   +0 09 32.0
 BK2622;SPC LA N     -   119,782.18  3,375,171.64   sFT  1.00009372   +0 09 32.0
 BK2622;UTM  15      - 3,410,915.261   576,559.444   MT  0.99967230   +0 24 37.0
 BK2622
 BK2622                          SUPERSEDED SURVEY CONTROL
 BK2622
 BK2622  NAD 83(1986)-  30 49 44.09761(N)    092 11 58.13463(W) AD(       ) 4
 BK2622  NAD 27      -  30 49 43.39732(N)    092 11 57.68345(W) AD(       ) 3
 BK2622
 BK2622.Superseded values are not recommended for survey control.
 BK2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2622.See file dsdata.txt to determine how the superseded data were derived.
 BK2622
 BK2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7655910915(NAD 83)
 BK2622_MARKER: 53 = ELEVATED TANK
 BK2622
 BK2622  HISTORY     - Date     Condition        Report By
 BK2622  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2622
 BK2622                          STATION DESCRIPTION
 BK2622
 BK2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2622'THE BALL AT THE TOP CENTER OF THE WATER TANK OWNED BY MR DAVID
 BK2622'HASS.  IT IS 3.2 MILES NORTH-NORTHWEST OF THE JUNCTION OF STATE
 BK2622'HIGHWAYS 182 AND 22, 2.9 MILES SOUTH-SOUTHEAST OF THE JUNCTION
 BK2622'OF STATE HIGHWAYS 182 AND 106 AND ON THE SOUTHWEST SIDE OF
 BK2622'HIGHWAY 182.  THE TANK IS ABANDONED, PAINTED SILVER WITH LARGE
 BK2622'RUST SPOTS, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND
 BK2622'IS ABOUT 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2634 ***********************************************************************
 BK2634  DESIGNATION -  ST LANDRY PARISH CTHSE CUP
 BK2634  PID         -  BK2634
 BK2634  STATE/COUNTY-  LA/ST LANDRY
 BK2634  USGS QUAD   -  OPELOUSAS (1992)
 BK2634
 BK2634                         *CURRENT SURVEY CONTROL
 BK2634  ___________________________________________________________________
 BK2634* NAD 83(1992)-  30 32 01.04263(N)    092 04 59.39403(W)     ADJUSTED  
 BK2634* NAVD 88     -                                                        
 BK2634  ___________________________________________________________________
 BK2634  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK2634  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK2634
 BK2634  HORZ ORDER  -  THIRD
 BK2634
 BK2634.The horizontal coordinates were established by classical geodetic methods
 BK2634.and adjusted by the National Geodetic Survey in January 1993..
 BK2634
 BK2634
 BK2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2634
 BK2634.The geoid height was determined by GEOID03.
 BK2634
 BK2634;                    North         East     Units Scale Factor Converg.
 BK2634;SPC LA S     -   225,654.112   928,044.490   MT  0.99996884   -0 22 29.7
 BK2634;SPC LA S     -   740,333.53  3,044,759.30   sFT  0.99996884   -0 22 29.7
 BK2634;UTM  15      - 3,378,275.031   587,951.524   MT  0.99969543   +0 27 57.0
 BK2634
 BK2634                          SUPERSEDED SURVEY CONTROL
 BK2634
 BK2634  NAD 83(1986)-  30 32 01.06225(N)    092 04 59.38855(W) AD(       ) 4
 BK2634  NAD 27      -  30 32 00.35761(N)    092 04 58.95862(W) AD(       ) 3
 BK2634
 BK2634.Superseded values are not recommended for survey control.
 BK2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2634.See file dsdata.txt to determine how the superseded data were derived.
 BK2634
 BK2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8795278275(NAD 83)
 BK2634_MARKER: 86 = CUPOLA
 BK2634
 BK2634  HISTORY     - Date     Condition        Report By
 BK2634  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK2634
 BK2634                          STATION DESCRIPTION
 BK2634
 BK2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2634'THE STATION IS THE CUPOLA ON THE E END OF THE ST. LANDRY COURTHOUSE
 BK2634'IN THE TOWN OF OPELOUSAS ABOUT 220 FEET N OF THE CENTER LINE OF
 BK2634'ST. LANDRY STREET, AND ABOUT 90 FEET W OF THE CENTER LINE OF COURT
 BK2634'STREET.  THE COURTHOUSE, ERECTED IN 1886, IS A WHITE CONCRETE
 BK2634'STRUCTURE ABOUT 50 FEET HIGH.  THE BASE OF THE CUPOLA IS A PLAIN
 BK2634'SQUARE WHITE CONCRETE TOWER ABOUT 25 FEET HIGH.  THE SILVER
 BK2634'OCTAGONAL CUPOLA IS SHINGLED, WITH ARCHED WINDOWS IN EACH FACE AND A
 BK2634'BROWN LEDGE AROUND THE TOP.  THIS SECTION IS ABOUT 15 FEET
 BK2634'HIGH.  THE OCTAGONAL DOME-SHAPED SILVER ROOF IS ABOUT 8 FEET
 BK2634'HIGH WITH A CROOKED FINIAL ABOUT 8 FEET HIGH AT ITS APEX.  THE TOTAL
 BK2634'HEIGHT IS ABOUT 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2417 ***********************************************************************
 AU2417  DESIGNATION -  ST MARTIN
 AU2417  PID         -  AU2417
 AU2417  STATE/COUNTY-  LA/ST MARTIN
 AU2417  USGS QUAD   -  CENTERVILLE NW (1980)
 AU2417
 AU2417                         *CURRENT SURVEY CONTROL
 AU2417  ___________________________________________________________________
 AU2417* NAD 83(1992)-  29 57 00.03613(N)    091 22 48.67221(W)     ADJUSTED  
 AU2417* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AU2417  ___________________________________________________________________
 AU2417  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU2417  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AU2417
 AU2417  HORZ ORDER  -  FIRST
 AU2417
 AU2417.The horizontal coordinates were established by classical geodetic methods
 AU2417.and adjusted by the National Geodetic Survey in January 1993..
 AU2417
 AU2417.The orthometric height was scaled from a topographic map.
 AU2417
 AU2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2417
 AU2417.The geoid height was determined by GEOID03.
 AU2417
 AU2417;                    North         East     Units Scale Factor Converg.
 AU2417;SPC LA S     -   160,726.259   995,477.361   MT  0.99992614   -0 01 24.3
 AU2417;SPC LA S     -   527,316.07  3,265,995.31   sFT  0.99992614   -0 01 24.3
 AU2417;UTM  15      - 3,314,349.402   656,316.004   MT  0.99990147   +0 48 31.8
 AU2417
 AU2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2417!SPC LA S     -   1.00000384  x   0.99992614  =   0.99992998
 AU2417!UTM  15      -   1.00000384  x   0.99990147  =   0.99990531
 AU2417
 AU2417|---------------------------------------------------------------------|
 AU2417| PID    Reference Object                     Distance      Geod. Az  |
 AU2417|                                                           dddmmss.s |
 AU2417| CV9422 ST MARTIN RM 1                       28.316 METERS 15649     |
 AU2417| AU2409 ALICE J W FOSTER SUGAR MILL TK      APPROX.22.2 KM 2053344.5 |
 AU2417| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX.13.8 KM 2112913.8 |
 AU2417| AU2411 FRANKLIN STERLING MILL TANK         APPROX.19.5 KM 2140111.7 |
 AU2417| CV9423 ST MARTIN RM 2                       33.202 METERS 23139     |
 AU2417| CV9421 ST MARTIN AZ MK                                    2742025.9 |
 AU2417|---------------------------------------------------------------------|
 AU2417
 AU2417                          SUPERSEDED SURVEY CONTROL
 AU2417
 AU2417  NAD 83(1986)-  29 57 00.05530(N)    091 22 48.66806(W) AD(       ) 1
 AU2417  NAD 27      -  29 56 59.32936(N)    091 22 48.27803(W) AD(       ) 1
 AU2417
 AU2417.Superseded values are not recommended for survey control.
 AU2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2417.See file dsdata.txt to determine how the superseded data were derived.
 AU2417
 AU2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5631614349(NAD 83)
 AU2417_MARKER: DS = TRIANGULATION STATION DISK
 AU2417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2417_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2417
 AU2417  HISTORY     - Date     Condition        Report By
 AU2417  HISTORY     - 1935     MONUMENTED       CGS
 AU2417  HISTORY     - 1940     GOOD             SHELL
 AU2417  HISTORY     - 1947     GOOD             BAKER
 AU2417  HISTORY     - 1957     GOOD             CGS
 AU2417  HISTORY     - 1966     GOOD             CGS
 AU2417
 AU2417                          STATION DESCRIPTION
 AU2417
 AU2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AU2417'AT THE W END OF A SMALL ISLAND ABOUT 1-1/2 MILES NE OF THE
 AU2417'MOUTH OF BIG BAYOU PIGEON AT THE E BANK OF GRAND LAKE AND
 AU2417'AT THE POINT WHERE BIG BAYOU PIGEON TURNS FROM THE S TO W
 AU2417'AT ITS JUNCTION WITH AN E-W LOGGING CANAL.  THE STATION IS
 AU2417'MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 AU2417'CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF
 AU2417'CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO
 AU2417'THE MARSH.  THE MARK PROJECTS 8 INCHES ABOVE THE GROUND.
 AU2417'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK SET
 AU2417'IN CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY MEANS
 AU2417'OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2417'INTO THE MARSH, AND PROJECTS 10 INCHES ABOVE THE SURFACE,
 AU2417'IS ON THE S BANK OF THE LOGGING CANAL 92.90 FEET (28.31
 AU2417'METERS) FROM THE STATION S 23 DEG 11 MIN E.  REFERENCE
 AU2417'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET IN
 AU2417'CONCRETE AT THE TOP OF A TILE WHICH IS FASTENED BY
 AU2417'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2417'DRIVEN INTO THE MARSH, AND PROJECTS 6 INCHES ABOVE THE
 AU2417'GROUND, IS ON THE S BANK OF THE LOGGING CANAL 108.93
 AU2417'FEET (33.20 METERS) FROM THE STATION S 51 DEG 39 MIN W.
 AU2417'THE AZIMUTH MARK, A STANDARD BRONZE DISK DRIVEN IN
 AU2417'THE CENTER OF A TRIANGLE BLAZE ON A 12-INCH CYPRESS TREE
 AU2417'ABOUT 6 FEET ABOVE THE GROUND, IS ON THE N BANK OF BIG
 AU2417'BAYOU PIGEON APPROXIMATELY 0.5 MILE FROM THE STATION
 AU2417'N 85 DEG 40 MIN W.
 AU2417
 AU2417                          STATION RECOVERY (1940)
 AU2417
 AU2417'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2417'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 AU2417'CONDITION FROM THE ORIGINAL DESCRIPTION.
 AU2417
 AU2417                          STATION RECOVERY (1947)
 AU2417
 AU2417'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947 (WCC)
 AU2417'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AU2417
 AU2417                          STATION RECOVERY (1957)
 AU2417
 AU2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2417'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 AU2417'R.M. NO. 1 AND NO. 2 WERE BOTH FOUND LEANING AT ABOUT A
 AU2417'45 DEGREE ANGLE.
 AU2417'
 AU2417'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 AU2417
 AU2417                          STATION RECOVERY (1966)
 AU2417
 AU2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2417'THE STATION WAS VISITED AND THE STATION MARK FOUND IN GOOD
 AU2417'CONDITION, THE REFERENCE MARKS NO. 1 AND 2 WERE FOUND DESTROYED
 AU2417'AT THIS DATE.
 AU2417'
 AU2417'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST ALONG
 AU2417'BIG BAYOU PIGEON FROM IT MOUTH AT THE EAST EDGE OF GRAND LAKE.
 AU2417'IT IS AT THE WEST POINT OF A SMALL TRIANGULAR SHAPED ISLAND
 AU2417'WHERE BIG BAYOU PIGEON CONNECTS WITH AN EAST-WEST CANAL.
 AU2417'IT IS 21 FEET NORTH OF A CANAL, 52 FEET SSE OF THE SOUTH
 AU2417'BANK OF BIG BAYOU PIGEON, WHERE THE BAYOU TURNS FROM EAST
 AU2417'TO NORTH, AND 80 FEET EAST OF THE WEST POINT OF THE ISLAND.
 AU2417'(THERE IS A HUNTING CAMP ON THE ISLAND.  THE STATION IS A
 AU2417'STANDARD DISK, SET IN THE TOP OF A CONCRETE FILLED CONCRETE
 AU2417'PIPE 8-INCHES IN DIAMETER AND PROJECTS 16 INCHES.
 AU2417'
 AU2417'THE AZIMUTH MARK WHICH IS A STANDARD BRONZE DISK DRIVEN
 AU2417'VERTICALLY INTO THE CENTER OF A TRIANGULAR BLAZED CYPRESS
 AU2417'TREE.  THE TREE IS ON THE NORTH BANK OF THE BAYOU ABOUT 0.5
 AU2417'MILE FROM THE STATION N 85 DEG 40 MIN W.  NOTE
 AU2417'THE CYPRESS TREE IS LEANING AND SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3078 ***********************************************************************
 AU3078  DESIGNATION -  ST MARTIN
 AU3078  PID         -  AU3078
 AU3078  STATE/COUNTY-  LA/TERREBONNE
 AU3078  USGS QUAD   -  GRAND BAYOU DU LARGE (1994)
 AU3078
 AU3078                         *CURRENT SURVEY CONTROL
 AU3078  ___________________________________________________________________
 AU3078* NAD 83(1992)-  29 10 25.14351(N)    090 59 26.13699(W)     ADJUSTED  
 AU3078* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3078  ___________________________________________________________________
 AU3078  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU3078  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AU3078
 AU3078  HORZ ORDER  -  SECOND
 AU3078
 AU3078.The horizontal coordinates were established by classical geodetic methods
 AU3078.and adjusted by the National Geodetic Survey in January 1993..
 AU3078
 AU3078.The orthometric height was scaled from a topographic map.
 AU3078
 AU3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3078
 AU3078.The geoid height was determined by GEOID03.
 AU3078
 AU3078;                    North         East     Units Scale Factor Converg.
 AU3078;SPC LA S     -    74,722.828 1,033,341.136   MT  1.00002915   +0 10 16.9
 AU3078;SPC LA S     -   245,153.14  3,390,220.04   sFT  1.00002915   +0 10 16.9
 AU3078;UTM  15      - 3,228,895.654   695,409.210   MT  1.00007121   +0 58 47.3
 AU3078
 AU3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3078!SPC LA S     -   1.00000384  x   1.00002915  =   1.00003299
 AU3078!UTM  15      -   1.00000384  x   1.00007121  =   1.00007505
 AU3078
 AU3078|---------------------------------------------------------------------|
 AU3078| PID    Reference Object                     Distance      Geod. Az  |
 AU3078|                                                           dddmmss.s |
 AU3078| DD8112 ST MARTIN RM 2                       29.760 METERS 13921     |
 AU3078| AU2436 DE LARGE                            APPROX. 6.5 KM 2785604.8 |
 AU3078| DD8111 ST MARTIN RM 1                       22.300 METERS 31925     |
 AU3078|---------------------------------------------------------------------|
 AU3078
 AU3078                          SUPERSEDED SURVEY CONTROL
 AU3078
 AU3078  NAD 83(1986)-  29 10 25.16754(N)    090 59 26.14655(W) AD(       ) 2
 AU3078  NAD 27      -  29 10 24.36700(N)    090 59 25.80000(W) AD(       ) 2
 AU3078
 AU3078.Superseded values are not recommended for survey control.
 AU3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3078.See file dsdata.txt to determine how the superseded data were derived.
 AU3078
 AU3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9540928896(NAD 83)
 AU3078_MARKER: DS = TRIANGULATION STATION DISK
 AU3078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3078_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3078
 AU3078  HISTORY     - Date     Condition        Report By
 AU3078  HISTORY     - 1928     MONUMENTED       CGS
 AU3078  HISTORY     - 1948     GOOD             SUNOCO
 AU3078  HISTORY     - 1952     GOOD             CGS
 AU3078  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU3078
 AU3078                          STATION DESCRIPTION
 AU3078
 AU3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3078'STATION IS ABOUT 10 MILES E OF OYSTER BAYOU, 3 MILES W OF THE
 AU3078'MOUTH OF CAILLOU BAYOU, 227 METERS (745 FEET) N OF CAILLOU
 AU3078'BAY, AND 72 METERS (235 FEET) E OF A SMALL BAYOU.
 AU3078'
 AU3078'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3078'SET IN CONCRETE IN THE CENTER OF THE TOP OF TILES.
 AU3078'
 AU3078'REFERENCE MARK NO. 1 IS 22.30 METERS (73.2 FEET) FROM THE
 AU3078'STATION N 40 DEG 35 MIN W.
 AU3078'
 AU3078'REFERENCE MARK NO. 2 IS 29.76 METERS (97.6 FEET) FROM THE
 AU3078'STATION S 40 DEG 39 MIN E.
 AU3078
 AU3078                          STATION RECOVERY (1948)
 AU3078
 AU3078'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU3078'STATION RECOVERED FROM ORIGINAL DESCRIPTION IN GOOD CONDITION.
 AU3078
 AU3078                          STATION RECOVERY (1952)
 AU3078
 AU3078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3078'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AU3078'REFERENCE MARK 1 HAS BEEN DESTROYED.  THE PUBLISHED DESCRIPTION
 AU3078'IS NOW INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 AU3078'
 AU3078'STATION IS LOCATED ABOUT 9 MI. SE OF OYSTER BAYOU LIGHTHOUSE,
 AU3078'ABOUT 2 MI. W OF GRAND BAYOU DU LARGE, 248 FT. E-NE OF THE MOUTH
 AU3078'OF A SMALL BAYOU, AND 95 FT. N OF THE MEAN HIGH-WATERLINE OF
 AU3078'CAILLOU BAY.  IT IS A STANDARD DISK STAMPED ST. MARTIN 1928
 AU3078'AND SET IN A CONCRETE-FILLED TILE PROJECTING 2 IN. ABOVE THE
 AU3078'GROUND.
 AU3078'
 AU3078'REFERENCE MARK 2 IS 45 FT. N OF THE MEAN HIGH-WATERLINE OF
 AU3078'CAILLOU BAY.  IT IS A STANDARD DISK, STAMPED ST. MARTIN
 AU3078'NO 2 1928 AND SET IN A CONCRETE-FILLED TILE PROJECTING 1 IN.
 AU3078'ABOVE THE GROUND.
 AU3078
 AU3078                          STATION RECOVERY (1966)
 AU3078
 AU3078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU3078'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 AU3078'THE BEACH HAS ERODED BADLY IN THIS AREA AND IT IS BELIEVED
 AU3078'THAT THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5131 ***********************************************************************
 BJ5131  DESIGNATION -  ST MARTINVILLE JB TAYLOR MST
 BJ5131  PID         -  BJ5131
 BJ5131  STATE/COUNTY-  LA/ST MARTIN
 BJ5131  USGS QUAD   -  PARKS (1983)
 BJ5131
 BJ5131                         *CURRENT SURVEY CONTROL
 BJ5131  ___________________________________________________________________
 BJ5131* NAD 83(1992)-  30 07 51.29869(N)    091 46 05.96478(W)     ADJUSTED  
 BJ5131* NAVD 88     -                                                        
 BJ5131  **This station is located in a subsidence area (see below).
 BJ5131  ___________________________________________________________________
 BJ5131  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5131  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ5131
 BJ5131  HORZ ORDER  -  THIRD
 BJ5131
 BJ5131.The horizontal coordinates were established by classical geodetic methods
 BJ5131.and adjusted by the National Geodetic Survey in January 1993..
 BJ5131
 BJ5131 ** The orthometric height has not been validated since last determined
 BJ5131 ** by differential leveling and should not be used for control purposes.
 BJ5131 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5131 ** area with valid NAVD 88 orthometric heights.
 BJ5131 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5131 ** epoch indicated which incorporates improved geoid heights for the
 BJ5131 ** Southern Louisiana Subsidence area.
 BJ5131 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5131
 BJ5131.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5131
 BJ5131.The geoid height was determined by GEOID03.
 BJ5131
 BJ5131;                    North         East     Units Scale Factor Converg.
 BJ5131;SPC LA S     -   180,857.436   958,087.716   MT  0.99992831   -0 13 03.0
 BJ5131;SPC LA S     -   593,363.10  3,143,326.11   sFT  0.99992831   -0 13 03.0
 BJ5131;UTM  15      - 3,333,932.267   618,640.677   MT  0.99977365   +0 37 06.0
 BJ5131
 BJ5131                          SUPERSEDED SURVEY CONTROL
 BJ5131
 BJ5131  NAD 83(1986)-  30 07 51.31927(N)    091 46 05.95917(W) AD(       ) 4
 BJ5131  NAD 27      -  30 07 50.59694(N)    091 46 05.54650(W) AD(       ) 3
 BJ5131
 BJ5131.Superseded values are not recommended for survey control.
 BJ5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5131.See file dsdata.txt to determine how the superseded data were derived.
 BJ5131
 BJ5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1864133932(NAD 83)
 BJ5131_MARKER: 42 = RADIO/TV MAST
 BJ5131
 BJ5131  HISTORY     - Date     Condition        Report By
 BJ5131  HISTORY     - 1969     FIRST OBSERVED   CGS
 BJ5131  HISTORY     - 1971     GOOD             USGS
 BJ5131  HISTORY     - 19990712 GOOD             USPSQD
 BJ5131  HISTORY     - 20010730 GOOD             NGS
 BJ5131
 BJ5131                          STATION DESCRIPTION
 BJ5131
 BJ5131'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5131'THE RED LIGHT AT THE TOP CENTER OF THE RADIO MAST OF THE J. B. TAYLOR
 BJ5131'COMPANY INCORPORATION.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN
 BJ5131'CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS
 BJ5131'420 FEET TALL.
 BJ5131'
 BJ5131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 96 IN
 BJ5131'ST MARTINVILLE, GO EAST ON HIGHWAY 96 FOR 1.5 MILES TO A FORK, TAKE
 BJ5131'THE LEFT FORK AND GO NORTH ON HIGHWAY 96 FOR 0.5 MILE TO BANKER
 BJ5131'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON BANKER ROAD FOR 1.9
 BJ5131'MILES TO THE STATION ON THE RIGHT IN PASTURE LAND.
 BJ5131
 BJ5131                          STATION RECOVERY (1971)
 BJ5131
 BJ5131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 BJ5131'ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ5131
 BJ5131                          STATION RECOVERY (1999)
 BJ5131
 BJ5131'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ5131'RECOVERED IN GOOD CONDITION.
 BJ5131
 BJ5131                          STATION RECOVERY (2001)
 BJ5131
 BJ5131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ5131'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2902 ***********************************************************************
 BJ2902  DESIGNATION -  ST MARY AZ MK 2
 BJ2902  PID         -  BJ2902
 BJ2902  STATE/COUNTY-  LA/ST LANDRY
 BJ2902  USGS QUAD   -  PORT BARRE (1994)
 BJ2902
 BJ2902                         *CURRENT SURVEY CONTROL
 BJ2902  ___________________________________________________________________
 BJ2902* NAD 83(1992)-  30 35 19.67772(N)    091 57 26.78943(W)     ADJUSTED  
 BJ2902* NAVD 88     -         8.55   (+/-2cm)      28.1    (feet)  VERTCON   
 BJ2902  ___________________________________________________________________
 BJ2902  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ2902  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2902
 BJ2902  HORZ ORDER  -  SECOND
 BJ2902  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2902
 BJ2902.The horizontal coordinates were established by classical geodetic methods
 BJ2902.and adjusted by the National Geodetic Survey in January 1993..
 BJ2902
 BJ2902.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2902.The vertical order pertains to the NGVD 29 superseded value.
 BJ2902
 BJ2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2902
 BJ2902.The geoid height was determined by GEOID03.
 BJ2902
 BJ2902;                    North         East     Units Scale Factor Converg.
 BJ2902;SPC LA S     -   231,698.495   940,142.380   MT  0.99997824   -0 18 43.4
 BJ2902;SPC LA S     -   760,164.15  3,084,450.46   sFT  0.99997824   -0 18 43.4
 BJ2902;UTM  15      - 3,384,494.828   599,956.144   MT  0.99972325   +0 31 50.1
 BJ2902
 BJ2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2902!SPC LA S     -   1.00000296  x   0.99997824  =   0.99998120
 BJ2902!UTM  15      -   1.00000296  x   0.99972325  =   0.99972621
 BJ2902
 BJ2902                          SUPERSEDED SURVEY CONTROL
 BJ2902
 BJ2902  NAD 83(1986)-  30 35 19.69752(N)    091 57 26.78408(W) AD(       ) 2
 BJ2902  NAD 27      -  30 35 19.00164(N)    091 57 26.36735(W) AD(       ) 2
 BJ2902  NGVD 29 (??/??/??)    8.525  (m)           27.97   (f) ADJUSTED    2 1
 BJ2902
 BJ2902.Superseded values are not recommended for survey control.
 BJ2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2902.See file dsdata.txt to determine how the superseded data were derived.
 BJ2902
 BJ2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9995684495(NAD 83)
 BJ2902_MARKER: DZ = AZIMUTH MARK DISK
 BJ2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2902_SP_SET: CONCRETE POST
 BJ2902_STAMPING: ST. MARY AZIMUTH NO 2 1935 1966
 BJ2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2902+STABILITY: SURFACE MOTION
 BJ2902
 BJ2902  HISTORY     - Date     Condition        Report By
 BJ2902  HISTORY     - 1966     MONUMENTED       CGS
 BJ2902  HISTORY     - 1975     GOOD             LADTD
 BJ2902
 BJ2902                          STATION DESCRIPTION
 BJ2902
 BJ2902'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ2902'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED ST. MARY
 BJ2902'1935 AZ. 2 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BJ2902'WHICH PROJECTS ABOUT 2 INCHES.  MARK IS 30-1/2 FEET NORTH-NORTHWEST
 BJ2902'OF THE CENTER OF STATE HIGHWAY 103, 2 FEET EAST OF A METAL
 BJ2902'WITNESS POST AND 1.8 FEET SOUTH-SOUTHEAST OF A FENCELINE.
 BJ2902'
 BJ2902'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ2902'STATE HIGHWAY 103 WHICH IS ABOUT 0.85 MILE SOUTHWEST OF THE
 BJ2902'SMALL VILLAGE OF PORT BARRE.  GO NORTHEAST ON STATE HIGHWAY 103
 BJ2902'FOR 0.85 MILE TO A SMALL BRIDGE WHICH SPANS A BRANCH OF THE
 BJ2902'COURTABLEAU BAYOU IN PORT BARRE.  CONTINUE NORTH AND NORTHEAST
 BJ2902'ON HIGHWAY 103 FOR 2.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BJ2902
 BJ2902                          STATION RECOVERY (1975)
 BJ2902
 BJ2902'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ2902'2.85 MI NE FROM PORT BARRE.
 BJ2902'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 2.85 MILES
 BJ2902'NORTHEAST ALONG LOUISIANA HIGHWAY 103, 31 FEET NORTHWEST OF THE
 BJ2902'CENTERLINE OF LOUISIANA HIGHWAY 103, 1.8 FEET SOUTHEAST OF A MESH
 BJ2902'AND BARBED WIRE FENCE, ABOUT 0.15 MILES EAST OF A FARM HOUSE,
 BJ2902'ABOUT 0.25 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 103 FROM THE
 BJ2902'ST. MARY TRIANGULATION STATION OR ST. MARY CHURCH, 2.0 FEET
 BJ2902'SOUTHEAST OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE
 BJ2902'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2903 ***********************************************************************
 BJ2903  DESIGNATION -  ST MARY RESET
 BJ2903  PID         -  BJ2903
 BJ2903  STATE/COUNTY-  LA/ST LANDRY
 BJ2903  USGS QUAD   -  PORT BARRE (1994)
 BJ2903
 BJ2903                         *CURRENT SURVEY CONTROL
 BJ2903  ___________________________________________________________________
 BJ2903* NAD 83(1992)-  30 35 29.19667(N)    091 57 18.77864(W)     ADJUSTED  
 BJ2903* NAVD 88     -         8.36   (+/-2cm)      27.4    (feet)  VERTCON   
 BJ2903  ___________________________________________________________________
 BJ2903  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BJ2903  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2903
 BJ2903  HORZ ORDER  -  FIRST
 BJ2903  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2903
 BJ2903.The horizontal coordinates were established by classical geodetic methods
 BJ2903.and adjusted by the National Geodetic Survey in January 1993..
 BJ2903
 BJ2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2903.The vertical order pertains to the NGVD 29 superseded value.
 BJ2903
 BJ2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2903
 BJ2903.The geoid height was determined by GEOID03.
 BJ2903
 BJ2903;                    North         East     Units Scale Factor Converg.
 BJ2903;SPC LA S     -   231,990.461   940,357.387   MT  0.99997871   -0 18 39.4
 BJ2903;SPC LA S     -   761,122.04  3,085,155.86   sFT  0.99997871   -0 18 39.4
 BJ2903;UTM  15      - 3,384,789.850   600,166.780   MT  0.99972377   +0 31 54.3
 BJ2903
 BJ2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2903!SPC LA S     -   1.00000299  x   0.99997871  =   0.99998170
 BJ2903!UTM  15      -   1.00000299  x   0.99972377  =   0.99972676
 BJ2903
 BJ2903:                Primary Azimuth Mark                     Grid Az
 BJ2903:SPC LA S     -  PORT BARRE CATH CH SPIRE                 183 26 12.6
 BJ2903:UTM  15      -  PORT BARRE CATH CH SPIRE                 182 35 38.9
 BJ2903
 BJ2903|---------------------------------------------------------------------|
 BJ2903| PID    Reference Object                     Distance      Geod. Az  |
 BJ2903|                                                           dddmmss.s |
 BJ2903| BJ5268 PORT BARRE CATH CH SPIRE            APPROX. 3.9 KM 1830733.2 |
 BJ2903| CW2152 2648 RESET                                         2152037.3 |
 BJ2903| BJ2902 ST MARY AZ MK 2                     362.599 METERS 21603     |
 BJ2903| CV9546 2648                                               2205624.6 |
 BJ2903| CW2347 ST MARY RM 1                         47.914 METERS 24348     |
 BJ2903| BK2628 WASHINGTON MUNICIPAL TANK           APPROX.10.2 KM 2841256.8 |
 BJ2903| CW2346 ST MARY AZ MK                                      3175459.3 |
 BJ2903| BJ2904 ST MARY RM 2                         44.455 METERS 33812     |
 BJ2903|---------------------------------------------------------------------|
 BJ2903
 BJ2903                          SUPERSEDED SURVEY CONTROL
 BJ2903
 BJ2903  NAD 83(1986)-  30 35 29.21645(N)    091 57 18.77328(W) AD(       ) 1
 BJ2903  NAD 27      -  30 35 28.52100(N)    091 57 18.35700(W) AD(       ) 1
 BJ2903  NGVD 29 (??/??/??)    8.341  (m)           27.37   (f) ADJUSTED    2 1
 BJ2903
 BJ2903.Superseded values are not recommended for survey control.
 BJ2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2903.See file dsdata.txt to determine how the superseded data were derived.
 BJ2903
 BJ2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0016784790(NAD 83)
 BJ2903_MARKER: DS = TRIANGULATION STATION DISK
 BJ2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2903_SP_SET: CONCRETE POST
 BJ2903_STAMPING: ST. MARY 1935 1966
 BJ2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2903+STABILITY: SURFACE MOTION
 BJ2903
 BJ2903  HISTORY     - Date     Condition        Report By
 BJ2903  HISTORY     - 1935     MONUMENTED       CGS
 BJ2903  HISTORY     - 1936     GOOD             LAGS
 BJ2903  HISTORY     - 1941     GOOD             CGS
 BJ2903  HISTORY     - 1957     GOOD             CGS
 BJ2903  HISTORY     - 1958     GOOD             CGS
 BJ2903  HISTORY     - 1960     GOOD             CGS
 BJ2903  HISTORY     - 1966     SEE DESCRIPTION  CGS
 BJ2903  HISTORY     - 1966     GOOD             CGS
 BJ2903  HISTORY     - 1975     GOOD             NGS
 BJ2903  HISTORY     - 1975     GOOD             NGS
 BJ2903  HISTORY     - 1975     GOOD             LADTD
 BJ2903
 BJ2903                          STATION DESCRIPTION
 BJ2903
 BJ2903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ2903'STATION IS ABOUT 2 MILES N OF PORT BARRE AND ABOUT 5 MILES
 BJ2903'S OF E OF WASHINGTON.  ON GROUNDS OF THE ST. MARY NEGRO
 BJ2903'CHURCH.  THE STATION MARK IS ABOUT 30 YARDS NNE OF WOODEN
 BJ2903'BRIDGE.  123.9 FEET NW OF NW CORNER OF CHURCH.  93 FEET
 BJ2903'NW OF THE NW FENCE CORNER OF FENCE AROUND CHURCH.  50 FEET
 BJ2903'E OF CENTER LINE OF GRAVEL ROAD.  THE MARK IS FLUSH WITH
 BJ2903'THE GROUND.
 BJ2903'
 BJ2903'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BJ2903'BRONZE DISKS SET IN CONCRETE.
 BJ2903'
 BJ2903'REFERENCE MARK NO. 1 IS IN FARM LOT ON W SIDE OF GRAVEL ROAD.
 BJ2903'1 FOOT N OF BOARD FENCE.  78 FEET W OF CENTER LINE OF GRAVEL
 BJ2903'ROAD.  57.5 FEET W OF FENCE CORNER AT SE CORNER OF FARM LOT.
 BJ2903'THE MARK PROJECTS 2 INCHES.
 BJ2903'
 BJ2903'REFERENCE MARK NO. 2 IS ON CHURCH GROUNDS.  54 FEET NE OF
 BJ2903'CENTER LINE OF ROAD.  THE MARK IS FLUSH WITH THE GROUND.
 BJ2903'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 222.07 FEET.
 BJ2903'
 BJ2903'THE AZIMUTH MARK IS ON RIGHT-OF-WAY OF GRAVEL ROAD, WHICH
 BJ2903'PASSES STATION.  AT POINT WHERE ROAD TURNS N.  ABOUT 25 YARDS
 BJ2903'SW AND ACROSS ROAD FROM SMALL HOUSE, OCCUPIED BY NEGROES.
 BJ2903'18 FEET SW OF CENTER LINE OF ROAD.  4 FEET NE OF FENCE LINE.
 BJ2903'THE MARK PROJECTS 10 INCHES.
 BJ2903'
 BJ2903'STATION MAY BE REACHED FROM THE DEPOT OF THE TEXAS AND
 BJ2903'PACIFIC RAILROAD IN PORT BARRE BY FOLLOWING GRAVEL ROAD
 BJ2903'NORTHERLY 2.1 MILES TO STATION AND CHURCH ON RIGHT.  FROM
 BJ2903'WASHINGTON GO EASTERLY ON THE ROAD ON S SIDE OF BAYOU COURTABLEAU
 BJ2903'TO GRAVEL ROAD S TO PORT BARRE.  THENCE S 1.6 MILES TO CHURCH
 BJ2903'AND STATION.
 BJ2903'
 BJ2903'A 136-FOOT SIGNAL AT PECANIERE IS VISIBLE AT 88 FEET.
 BJ2903'
 BJ2903'A 126-FOOT SIGNAL AT ROY IS VISIBLE AT 88 FEET.
 BJ2903'
 BJ2903'A 126-FOOT SIGNAL AT SCHELL IS VISIBLE AT 100 FEET.
 BJ2903'
 BJ2903'A 136-FOOT SIGNAL AT SAWYER IS VISIBLE AT 100 FEET.
 BJ2903'
 BJ2903'A 136-FOOT SIGNAL AT LEVEE IS VISIBLE AT 100 FEET.
 BJ2903'
 BJ2903'A 136-FOOT SIGNAL AT KROTZ IS VISIBLE AT 95 FEET.
 BJ2903'
 BJ2903'HEIGHT OF LIGHT ABOVE STATION MARK - 126 FEET.
 BJ2903
 BJ2903                          STATION RECOVERY (1936)
 BJ2903
 BJ2903'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ2903'STATION RECOVERED AS DESCRIBED.  THE DESCRIPTION WAS CHECKED
 BJ2903'AND FOUND TO BE CORRECT IN EVERY DETAIL.
 BJ2903
 BJ2903                          STATION RECOVERY (1941)
 BJ2903
 BJ2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BJ2903'STATION RECOVERED AS DESCRIBED.  NEW DESCRIPTION FOLLOWS--
 BJ2903'STATION IS ABOUT 2 MILES N OF THE TOWN OF PORT BARRE, ON THE
 BJ2903'GROUNDS OF THE ST. MARY CHURCH 123.9 FEET NW OF
 BJ2903'THE NW CORNER OF THE CHURCH, 93 FEET NW OF THE NW CORNER
 BJ2903'OF A FENCE, ABOUT 30 YARDS NNE OF A SMALL WOOD BRIDGE, 50
 BJ2903'FEET E OF THE CENTER OF A GRAVEL ROAD AND 9 FEET S OF A
 BJ2903'FENCE. STATION MARK IS STAMPED SAINT MARY 1935
 BJ2903'AND IS SET FLUSH WITH THE GROUND.
 BJ2903'
 BJ2903'REFERENCE MARK NO. 1 IS 78 FEET W OF THE CENTER
 BJ2903'OF A GRAVEL ROAD, 57.5 FEET W OF A FENCE CORNER AND 1 FOOT
 BJ2903'N OF A FENCE.  IT IS STAMPED ST. MARY NO. 1 1935, AND PROJECTS
 BJ2903'ABOUT 2 INCHES.
 BJ2903'
 BJ2903'REFERENCE MARK NO. 2 IS 54 FEET NE OF THE CENTER
 BJ2903'OF A GRAVEL ROAD.  IT IS STAMPED ST. MARY NO. 2 1935 AND
 BJ2903'IS SET FLUSH WITH THE GROUND.
 BJ2903'
 BJ2903'THE AZIMUTH MARK, IS 18 FEET SW OF THE CENTER OF A
 BJ2903'GRAVEL ROAD, 5 FEET NE OF A FENCE AND 5 FEET E OF A WHITE
 BJ2903'REFERENCE POST.  IT IS STAMPED ST. MARY AZIMUTH 1935 AND
 BJ2903'PROJECTS ABOUT 10 INCHES.
 BJ2903'
 BJ2903'AN AZIMUTH DIRECTION WAS TAKEN TO STATION 2648 (LOUISIANA
 BJ2903'CONTROL SURVEY).  IT IS ABOUT 60 YARDS SE OF A HOUSE OCCUPIED
 BJ2903'BY RALPH BIEHM, 18 FEET N OF THE CENTER OF A GRAVEL ROAD AND
 BJ2903'4 FEET E OF THE SE CORNER OF A SMALL TIN SHED.  IT IS A STANDARD
 BJ2903'LOUISIANA CONTROL SURVEY DISK STAMPED 2648.  IN A 6-INCH
 BJ2903'SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES.
 BJ2903'
 BJ2903'A 90-FOOT SIGNAL AT PECANIERE IS VISIBLE AT 100 FEET.
 BJ2903'
 BJ2903'A 103-FOOT SIGNAL AT SCHELL IS VISIBLE AT 100 FEET.
 BJ2903'
 BJ2903'A 116-FOOT SIGNAL AT WHIPP IS VISIBLE AT 100 FEET.
 BJ2903'
 BJ2903'A 116-FOOT SIGNAL AT LEBEAU IS VISIBLE AT 100 FEET.
 BJ2903
 BJ2903                          STATION RECOVERY (1957)
 BJ2903
 BJ2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ2903'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 BJ2903'MARK WERE RECOVERED IN GOOD CONDITION.  DISTANCES TO THE
 BJ2903'REFERENCE MARKS WERE VERIFIED AS CORRECT.
 BJ2903'
 BJ2903'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 BJ2903'OF REFERENCE MARK 1.  A NEW DESCRIPTION FOLLOWS FOR IT--
 BJ2903'
 BJ2903'REFERENCE MARK 1 IS ON WEST SIDE OF GRAVEL ROAD, 78.0 FT.
 BJ2903'WEST OF CENTERLINE OF ROAD, 72.0 FT. SW OF FENCE CORNER, 36.7
 BJ2903'FT. NW OF 24 INCH OAK TREE, 32.0 FT. EAST OF 24 INCH OAK TREE,
 BJ2903'AND 10.3 FT. SOUTH OF WIRE FENCE.  MARK PROJECTS 2 INCHES.
 BJ2903
 BJ2903                          STATION RECOVERY (1958)
 BJ2903
 BJ2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BJ2903'THE STATION WAS VISITED 5-19-58 AND ALL MARKS WERE FOUND
 BJ2903'IN GOOD CONDITION.  THE AZIMUTH MARK AND 2648 (LA. GEOD. S.)
 BJ2903'WERE RESET AT THIS DATE AT THE REQUEST OF THE STATE HIGHWAY
 BJ2903'ENGINEERS DUE TO ROAD CONSTRUCTION.  2648 (LA. GEOD. S.) WAS
 BJ2903'OBSTRUCTED FROM THE STATION BY HOUSES ON LINE BETWEEN THE TWO
 BJ2903'MARKS THEREFORE THE DIRECTION TO 2648 (LA. GEOD. S.) RESET
 BJ2903'1958 WAS TAKEN FROM THE 1935 AZIMUTH MARK.  THE NEW AZIMUTH
 BJ2903'MARK WAS SET ON THE EXTENDED LINE OF THE 1935 AZIMUTH MARK
 BJ2903'AND THE STATION MARK.  A NEW DESCRIPTION FOLLOWS--
 BJ2903'
 BJ2903'THE STATION IS LOCATED 3.0 MILES NORTH OF PORT BARRE, ALONG
 BJ2903'THE PORT BARRE-WASHINGTON ROAD ON THE GROUNDS OF THE ST MARYS
 BJ2903'BAPTIST, AT THE OUTSIDE OF THE CURVE.  IT IS 38 FEET
 BJ2903'EAST-NORTHEAST OF THE NORTHWEST END OF A CONCRETE CULVERT,
 BJ2903'62 FEET EAST-NORTHEAST OF THE CENTER OF THE ROAD, 112 FEET
 BJ2903'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 126 FEET
 BJ2903'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, 9 FEET
 BJ2903'SOUTHEAST OF A FENCE LINE, 41 FEET NORTHEAST OF A ROAD LEADING
 BJ2903'EAST, 46 FEET SOUTHWEST OF A SMALL SHED, AND 121 FEET
 BJ2903'NORTHEAST OF A 3-FOOT OAK TREE SOUTHEAST OF THE ROAD.  IT IS A
 BJ2903'STANDARD DISK STAMPED ST MARY 1935, FLUSH WITH THE GROUND.
 BJ2903'
 BJ2903'REFERENCE MARK NO. 1 IS 156.68 FEET WEST-SOUTHWEST OF THE
 BJ2903'STATION.  IT IS 37 FEET NORTH OF A SMALL CREEK, 93 FEET
 BJ2903'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 11 FEET SOUTH OF
 BJ2903'A FENCE LINE, 53 FEET WEST-SOUTHWEST OF A FENCE CORNER, 36
 BJ2903'FEET WEST OF A 2-FOOT OAK TREE, AND 30 FEET EAST-NORTHEAST
 BJ2903'OF A 2-FOOT OAK TREE.  IT IS A STANDARD DISK STAMPED ST MARY
 BJ2903'NO 1 1935, FLUSH WITH THE GROUND.
 BJ2903'
 BJ2903'REFERENCE MARK NO. 2 IS 145.75 FEET NORTH-NORTHWEST OF THE
 BJ2903'STATION.  IT IS 62 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 BJ2903'130 FEET NORTHWEST OF A FENCE LINE, IN THE CENTER OF A BRIAR
 BJ2903'PATCH JUST SOUTH OF A SMALL CREEK AND ON THE PROJECTED PLANE
 BJ2903'OF THE SOUTHWEST WALL OF THE CHURCH BUILDING.  IT IS A STANDARD
 BJ2903'DISK STAMPED ST AMRY NO 2 1935 FUSH WITH THE GROUND.
 BJ2903'
 BJ2903'THE AZIMUTH MARK IS 0.15 MILE NORTHWEST OF THE STATION AT THE
 BJ2903'OUTSIDE OF THE FIRST CURVE NORTHWEST OF THE STATION, AT THE
 BJ2903'NORTHEAST EDGE OF A CULTIVATED FIELD, AND AT THE NORTHWEST
 BJ2903'END OF A GATE.  IT IS 50 FEET SOUTHWEST OF THE CENTER OF
 BJ2903'THE ROAD, AND ABOUT 150 YARDS NORTHWEST OF A WHITE HOUSE.
 BJ2903'IT IS A STANDARD DISK STAMPED ST MARY 1935 RESET 1958,
 BJ2903'PROJECTING 6 INCHES.
 BJ2903'
 BJ2903'A DIRECTION WAS TAKEN TO 2648 (LA. GEOD. S.) RESET 1958.
 BJ2903'IT IS 0.2 MILES SOUTHWEST OF THE STATION, 40 FEET SOUTHEAST
 BJ2903'OF THE CENTER OF THE ROAD, 45 FEET NORTHWEST OF A SMALL STREAM,
 BJ2903'37 FEET WEST OF AN 18-INCH OAK TREE AND ABOUT 75 YARDS EAST
 BJ2903'OF A FARM HOUSE.  IT IS A STANDARD USC AND GS AND STATE
 BJ2903'SURVEY DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BJ2903'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE ROAD.
 BJ2903'
 BJ2903'TO REACH THE STATION FROM THE HIGH SCHOOL IN PORT BARRE
 BJ2903'(1.2 MILES NORTH OF U.S. HIGHWAY 190) GO NORTH ON BLACK TOP
 BJ2903'ROAD FOR 1.8 MILES TO A SIDE ROAD LEFT AT A CURVE IN THE
 BJ2903'ROAD, KEEP RIGHT AND GO NORTH FOR 1.5 MILES TO 2648 (LA. GEOD.
 BJ2903'S.) ON THE RIGHT.  CONTINUE NORTH FOR 0.2 MILES TO THE ST. MARY
 BJ2903'BAPTIST CHURCH AND MARK ON THE RIGHT AT A CURVE IN THE ROAD
 BJ2903'JUST AFTER CROSSING A SMALL STREAM.
 BJ2903'
 BJ2903'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST
 BJ2903'FOR 0.15 MILE TO THE FIRST CURVE IN THE ROAD AND THE MARK ON
 BJ2903'THE LEFT.
 BJ2903
 BJ2903                          STATION RECOVERY (1960)
 BJ2903
 BJ2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BJ2903'THE STATION WAS VISITED 11-20-59 AND THE STATION MARK AND
 BJ2903'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BJ2903'THE AZIMUTH MARK RESET IN 1958 WAS FOUND DESTROYED.  THE DISK
 BJ2903'WAS RECLAIMED AT THIS DATE.  THE 1958 DESCRIPTION BY R.A.G. IS
 BJ2903'ADEQUATE.
 BJ2903
 BJ2903                          STATION RECOVERY (1966)
 BJ2903
 BJ2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ2903'STATION WAS RECOVERED.  REFERENCE MARK NUMBER 2 IS IN GOOD
 BJ2903'CONDITION.  STATION SURFACE MARK APPEARED TO BE TILTED SLIGHTLY
 BJ2903'TO THE NORTHEAST AND A NOTABLE DIFFERENCE WAS FOUND IN THE
 BJ2903'MEASURED DISTANCE TO REFERENCE MARK NUMBER 1.  THEREFORE THE
 BJ2903'STATION SURFACE MARK WAS REMOVED, HOLDING THE CENTER POINT
 BJ2903'OF THE SURFACE MARK, PLUMB WAS CHECKED AGAINST THE SUB-SURFACE
 BJ2903'MARK CENTER POINT.  ECCENTRICITY OF 0.0915 METERS WAS FOUND.
 BJ2903'
 BJ2903'REFERENCE MARK NUMBER 1 MONUMENT WAS FOUND WITH THE SOUTH
 BJ2903'CORNER KNOCKED OFF, BUT THE MONUMENT WAS STILL VERTICLE.
 BJ2903'THE MARK HAS BEEN REFACED.
 BJ2903'
 BJ2903'THE AZIMUTH MARK WAS FOUND LYING HORIZONTALLY ON THE GROUND.
 BJ2903'A NEW AZIMUTH MARK HAS BEEN ESTABLISHED.
 BJ2903'
 BJ2903'A NEW SURFACE STATION MARK WAS SET, HOLDING THE SAME ELEVATION
 BJ2903'AS THE PREVIOUS SURFACE MARK AND USING THE CENTER POINT OF
 BJ2903'THE SUB-SURFACE MARK DISK AS CENTER.
 BJ2903'
 BJ2903'HORIZONTAL ANGLE AND DISTANCE MEASUREMENTS WERE MADE AFTER
 BJ2903'THE NEW SURFACE MARK WAS SET AND A 3 MINUTE DIFFERENCE BETWEEN
 BJ2903'THE REFERENCE MARKS WAS NOTED.  ALSO A DIFFERENCE OF 0.73
 BJ2903'METERS TO REFERENCE MARK NUMBER 1 AND 0.61 METERS TO REFERENCE
 BJ2903'MARK NUMBER 2 WAS NOTED.
 BJ2903'
 BJ2903'A GEODIMETER TRAVERSE WAS MADE TO THE NEW AZIMUTH MARK.
 BJ2903'
 BJ2903'STATION MARK DISK IS STAMPED ST MARY 1935 1966 AND THE MARK
 BJ2903'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 BJ2903'IS 111.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ST. MARY
 BJ2903'CHURCH, 69 FEET NORTH-NORTHEAST OF THE JUNCTION OF STATE
 BJ2903'HIGHWAY 103 AND A GRAVELED ROAD, 9 FEET SOUTHEAST OF A FENCELINE
 BJ2903'AND IN THE WEST 1/2 OF SECTION 27.  T 5 S.  R 4 W.
 BJ2903'
 BJ2903'REFERENCE MARK NUMBER 1 DISK IS STAMPED ST MARY NO 1 1935
 BJ2903'AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 BJ2903'MARK IS 85 FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY
 BJ2903'103, 52 FEET SOUTH OF A FENCE CORNER, 37.0 FEET WEST OF A 36-INCH
 BJ2903'OAK TREE, 31.5 FEET NORTHEAST OF A 48-INCH OAK TREE AND 10.0
 BJ2903'FEET EAST-SOUTHEAST OF A FENCELINE.
 BJ2903'
 BJ2903'REFERENCE MARK NUMBER 2 DISK IS STAMPED ST MARY NO 2 1935
 BJ2903'AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 BJ2903'MARK IS IN A PASTURE WHICH IS FENCED, BETWEEN HIGHWAY
 BJ2903'103 AND A SMALL BAYOU, 131.5 FEET NORTHEAST OF A FENCELINE,
 BJ2903'69 FEET NORTHEAST OF THE CENTER OF HIGHWAY 103 AND 38.6 FEET
 BJ2903'NORTHEAST OF A FENCELINE.
 BJ2903'
 BJ2903'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED ST MARY
 BJ2903'1935 AZ 2 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BJ2903'PROJECTING ABOUT 2 INCHES. MARK IS 30-1/2 FEET
 BJ2903'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 103, 2.0 FEET
 BJ2903'EAST OF A METAL WITNESS POST AND 1.8 FEET SOUTHEAST OF A
 BJ2903'FENCELINE.
 BJ2903'
 BJ2903'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 190
 BJ2903'AND STATE HIGHWAY 103 WHICH IS ABOUT 0.85 MILE SOUTHWEST OF THE
 BJ2903'SMALL VILLAGE OF PORT BARRE.  GO NORTHEAST ON STATE HIGHWAY
 BJ2903'103 FOR 0.85 MILE TO A SMALL BRIDGE WHICH SPANS A BRANCH
 BJ2903'OF THE COURTABLEAU BAYOU IN PORT BARRE.  CONTINUE NORTH AND
 BJ2903'NORTHEAST ON HIGHWAY 103 FOR 2.5 MILES TO THE AZIMUTH MARK
 BJ2903'ON THE LEFT, AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON HIGHWAY
 BJ2903'103 FOR 0.25 MILE TO THE ST. MARY CHURCH ON THE RIGHT AND
 BJ2903'THE STATION MARK ON THE RIGHT.
 BJ2903'
 BJ2903'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BJ2903'
 BJ2903'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BJ2903'NORTH OF PORT BARRE
 BJ2903
 BJ2903                          STATION RECOVERY (1966)
 BJ2903
 BJ2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ2903'STATION WAS RECOVERED AND ALL MARKS WERE FOUND.  THE AZIMUTH
 BJ2903'MARK WAS LYING HORIZONTALLY ON THE GROUND.  THE STATION MARK
 BJ2903'APPEARS TO HAVE BEEN TILTED SLIGHTLY, BUT IS SOLID IN GROUND.
 BJ2903'
 BJ2903'A DIFFERENCE OF 0.52 FEET OR 0.158 METERS WAS NOTED IN THE
 BJ2903'DISTANCE TO REFERENCE MARK NUMBER 2.  ALSO A DIFFERENCE OF 2
 BJ2903'MINUTES, 10 SECONDS, WAS NOTED IN THE ANGLE BETWEEN REFERENCE
 BJ2903'MARKS NUMBER 1 AND 2.  A NEW AZIMUTH MARK HAS BEEN ESTABLISHED.
 BJ2903'
 BJ2903'STATION MARK DISK IS STAMPED ST. MARY 1935 AND MARK IS FLUSH
 BJ2903'WITH SURFACE OF GROUND.  MARK IS 111.9 FEET
 BJ2903'NORTHWEST OF THE NORTHWEST CORNER OF THE ST. MARY CHURCH, 69
 BJ2903'FEET NORTH-NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 103 AND
 BJ2903'A GRAVELED ROAD, AND 9 FEET SOUTHEAST OF A FENCELINE.  STATION
 BJ2903'IS IN THE WEST 1/2 OF SECTION 27.  T 5 S.  R 4 W.
 BJ2903'
 BJ2903'REFERENCE MARK NUMBER 1 DISK IS STAMPED ST. MARY NO 1 1935 AND
 BJ2903'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 BJ2903'IS 85 FEET WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 103, 52
 BJ2903'FEET SOUTH OF A FENCE CORNER, 37.0 FEET WEST OF A 36 INCH OAK
 BJ2903'TREE, 31.5 FEET NORTHEAST OF A 48 INCH OAK TREE AND 10.0 FEET
 BJ2903'EAST-SOUTHEAST OF A FENCELINE.
 BJ2903'
 BJ2903'REFERENCE MARK NUMBER 2 DISK IS STAMPED ST. MARY NO 2 1935 AND
 BJ2903'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 BJ2903'IS IN A PASTURE WHICH IS FENCED, BETWEEN STATE HIGHWAY 103 AND A
 BJ2903'BAYOU, 131.5 FEET NORTH-NORTHWEST OF A FENCELINE, 69 FEET
 BJ2903'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 103 AND 38.6 FEET
 BJ2903'NORTH-NORTHEAST OF A FENCELINE.
 BJ2903'
 BJ2903'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED ST. MARY
 BJ2903'1935 AZ. 2 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BJ2903'WHICH PROJECTS ABOUT 2 INCHES.  MARK IS 30-1/2 FEET
 BJ2903'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 103, 2 FEET EAST
 BJ2903'OF A METAL WITNESS POST AND 1.8 FEET SOUTH-SOUTHEAST OF A
 BJ2903'FENCELINE.
 BJ2903'
 BJ2903'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ2903'STATE HIGHWAY 103 WHICH IS ABOUT 0.85 MILE SOUTHWEST OF THE
 BJ2903'SMALL VILLAGE OF PORT BARRE.  GO NORTHEAST ON STATE HIGHWAY
 BJ2903'103 FOR 0.85 MILE TO A SMALL BRIDGE WHICH SPANS A BRANCH OF
 BJ2903'THE COURTABLEAU BAYOU IN PORT BARRE.  CONTINUE NORTH AND
 BJ2903'NORTHEAST ON HIGHWAY 103 FOR 2.5 MILES TO THE AZIMUTH MARK ON
 BJ2903'THE LEFT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 103 FOR 0.25
 BJ2903'MILE TO THE STATION AND ST. MARY CHURCH ON THE RIGHT.
 BJ2903'
 BJ2903'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 100 FEET.
 BJ2903'
 BJ2903'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ2903'2-1/2 MILES NORTH OF PORT BARRE.
 BJ2903
 BJ2903                          STATION RECOVERY (1975)
 BJ2903
 BJ2903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 BJ2903'THE STATION MARK, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 BJ2903'IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 HAS BEEN PULLED
 BJ2903'OUT OF THE GROUND AND IS LAYING NEAR ITS ORIGINAL SITE.  THE
 BJ2903'TO REACH IS ADEQUATE.
 BJ2903'
 BJ2903'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BJ2903'NORTH OF PORT BARRE.
 BJ2903
 BJ2903                          STATION RECOVERY (1975)
 BJ2903
 BJ2903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AGQ)
 BJ2903'THIS STATION IS IN SECTION NO. 27, T - 5 S, R - 5 E.
 BJ2903'
 BJ2903'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 3.1 MILES
 BJ2903'NORTHEAST ALONG LOUISIANA HIGHWAY 103 ON THE GROUNDS OF THE
 BJ2903'ST. MARRY CHURCH.  112.0 FEET NORTHWEST OF THE NORTHWEST
 BJ2903'CORNER OF THE CHURCH.  72 FEET EAST OF THE CENTERLINE OF
 BJ2903'LOUISIANA HIGHWAY 103.  10 FEET SOUTH OF A BARBED WIRE
 BJ2903'FENCE.  145.75 FEET SOUTHEAST OF REFERENCE MARKER NO. 2
 BJ2903'(1935).  10 FEET SOUTH OF A STEEL WITNESS POST SET IN THE TOP
 BJ2903'OF A CONCRETE POST FLUSH WITH THE GROUND.
 BJ2903'
 BJ2903'THE STATION WAS VISITED MARCH 11, 1975 AND THE REFERENCE MARK
 BJ2903'NO. 2 AND AZIMUTH NO. 2 (1935 AND 1966) WERE FOUND IN GOOD
 BJ2903'CONDITION.
 BJ2903'
 BJ2903'A NEW DESCRIPTION FOLLOWS--
 BJ2903'
 BJ2903'THE STATION IS LOCATED 3.1 MILES NORTHEAST ALONG LOUISIANA
 BJ2903'HIGHWAY 103 FROM THE NEW WATER TOWER IN PORT BARRE.  THIS STATION
 BJ2903'IS 112.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ST. MARY
 BJ2903'CHURCH.  72 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BJ2903'103.  10 FEET SOUTH OF A BARBED WIRE FENCE.  10 FEET SOUTH OF
 BJ2903'A STEEL WITNESS POST.  IT IS A STANDARD TRIANGULATION STATION
 BJ2903'DISC STAMPED ST. MARY 1935 AND 1966.
 BJ2903'
 BJ2903'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 BJ2903'
 BJ2903'REFERENCE MARK NO. 2 IS 145.75 FEET NORTHEAST OF THE ST. MARY
 BJ2903'TRIANGULATION STATION.  257.75 FEET NORTHWEST OF ST. MARY
 BJ2903'CHURCH AND ON A LINE PROJECTING ALONG THE SOUTHWEST WALL OF
 BJ2903'THE CHURCH.  62 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 BJ2903'HIGHWAY 103.
 BJ2903'
 BJ2903'AZIMUTH MARK NO. 2 IS 0.25 MILES SOUTHWEST OF THE STATION.  31
 BJ2903'FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103.  1.8
 BJ2903'FEET SOUTHEAST OF A MESH AND BARBED WIRE FENCE AND ABOUT 0.15
 BJ2903'MILES EAST OF A FARM HOUSE.  IT IS A STANDARD AZIMUTH MARK DISC
 BJ2903'STAMPED ST. MARY AZIMUTH NO. 2 1935 AND 1966.  2.0 FEET SOUTHEAST
 BJ2903'OF A STEEL WITNESS POST.
 BJ2903'
 BJ2903'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ2903'3.1 MILES NORTHEAST.
 BJ2903
 BJ2903                          STATION RECOVERY (1975)
 BJ2903
 BJ2903'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ2903'3.1 MI NE FROM PORT BARRE.
 BJ2903'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 3.1 MILES
 BJ2903'NORTHEAST ALONG LOUISIANA HIGHWAY 103 ON THE GROUNDS OF THE ST.
 BJ2903'MARY CHURCH, 112.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 BJ2903'CHURCH, 72 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 103
 BJ2903'10 FEET SOUTH OF A BARBED WIRE FENCE, 145.75 FEET SOUTHEAST OF
 BJ2903'REFERENCE MARKER NO. (1935), 10 FEET SOUTH OF A STEEL WITNESS
 BJ2903'POST SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2904 ***********************************************************************
 BJ2904  DESIGNATION -  ST MARY RM 2
 BJ2904  PID         -  BJ2904
 BJ2904  STATE/COUNTY-  LA/ST LANDRY
 BJ2904  USGS QUAD   -  PORT BARRE (1994)
 BJ2904
 BJ2904                         *CURRENT SURVEY CONTROL
 BJ2904  ___________________________________________________________________
 BJ2904* NAD 83(1986)-  30 35 31.     (N)    091 57 22.     (W)     SCALED    
 BJ2904* NAVD 88     -         8.34   (+/-2cm)      27.4    (feet)  VERTCON   
 BJ2904  ___________________________________________________________________
 BJ2904  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2904
 BJ2904  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2904
 BJ2904.The horizontal coordinates were scaled from a topographic map and have
 BJ2904.an estimated accuracy of +/- 6 seconds.
 BJ2904
 BJ2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2904.The vertical order pertains to the NGVD 29 superseded value.
 BJ2904
 BJ2904.The geoid height was determined by GEOID03.
 BJ2904
 BJ2904;                    North         East    Units  Estimated Accuracy
 BJ2904;SPC LA S     -   232,050.      940,270.      MT  (+/- 180 meters Scaled)
 BJ2904
 BJ2904                          SUPERSEDED SURVEY CONTROL
 BJ2904
 BJ2904  NGVD 29 (??/??/??)    8.320  (m)           27.30   (f) ADJUSTED    2 1
 BJ2904
 BJ2904.Superseded values are not recommended for survey control.
 BJ2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2904.See file dsdata.txt to determine how the superseded data were derived.
 BJ2904
 BJ2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP000848(NAD 83)
 BJ2904_MARKER: DR = REFERENCE MARK DISK
 BJ2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2904_SP_SET: CONCRETE POST
 BJ2904_STAMPING: ST. MARY NO 2 1935
 BJ2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2904+STABILITY: SURFACE MOTION
 BJ2904
 BJ2904  HISTORY     - Date     Condition        Report By
 BJ2904  HISTORY     - 1935     MONUMENTED       CGS
 BJ2904  HISTORY     - 1975     GOOD             LADTD
 BJ2904
 BJ2904                          STATION DESCRIPTION
 BJ2904
 BJ2904'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2904'3.2 MI NE FROM PORT BARRE.
 BJ2904'FROM THE NEW WATER TOWER IN PORT BARRE, THENCE ABOUT 3.2 MILES
 BJ2904'NORTHEAST ALONG LOUISIANA HIGHWAY 103, 62 FEET NORTHEAST OF THE
 BJ2904'CENTERLINE OF LOUISIANA HIGHWAY 103, 145.75 FEET NORTHEAST OF THE
 BJ2904'ST. MARY TRIANGULATION STATION, 257.75 FEET NORTHWEST OF ST. MARY
 BJ2904'CHURCH ON A LINE PROJECTING ALONG THE SOUTHWEST WALL OF THE CHURCH,
 BJ2904'1.2 FEET SOUTHEAST OF A STEEL WITNESS POST, SET IN THE TOP OF A
 BJ2904'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3171 ***********************************************************************
 AU3171  DESIGNATION -  ST MARYS CATH CH TIP OF SPIRE
 AU3171  PID         -  AU3171
 AU3171  STATE/COUNTY-  LA/LAFOURCHE
 AU3171  USGS QUAD   -  SAVOIE (1980)
 AU3171
 AU3171                         *CURRENT SURVEY CONTROL
 AU3171  ___________________________________________________________________
 AU3171* NAD 83(1992)-  29 44 00.29176(N)    090 37 39.12431(W)     ADJUSTED  
 AU3171* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3171  **This station is located in a subsidence area (see below).
 AU3171  ___________________________________________________________________
 AU3171  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3171  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AU3171
 AU3171  HORZ ORDER  -  THIRD
 AU3171
 AU3171.The horizontal coordinates were established by classical geodetic methods
 AU3171.and adjusted by the National Geodetic Survey in January 1993..
 AU3171
 AU3171 ** The orthometric height has not been validated since last determined
 AU3171 ** by differential leveling and should not be used for control purposes.
 AU3171 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3171 ** area with valid NAVD 88 orthometric heights.
 AU3171 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3171 ** epoch indicated which incorporates improved geoid heights for the
 AU3171 ** Southern Louisiana Subsidence area.
 AU3171 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3171.The orthometric height was scaled from a topographic map.
 AU3171
 AU3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3171
 AU3171.The geoid height was determined by GEOID03.
 AU3171
 AU3171;                    North         East     Units Scale Factor Converg.
 AU3171;SPC LA S     -   136,927.702 1,068,276.417   MT  0.99993657   +0 21 10.5
 AU3171;SPC LA S     -   449,236.97  3,504,836.88   sFT  0.99993657   +0 21 10.5
 AU3171;UTM  15      - 3,291,603.136   729,461.465   MT  1.00024969   +1 10 37.8
 AU3171
 AU3171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3171!SPC LA S     -   1.00000387  x   0.99993657  =   0.99994044
 AU3171!UTM  15      -   1.00000387  x   1.00024969  =   1.00025356
 AU3171
 AU3171:                Primary Azimuth Mark                     Grid Az
 AU3171:SPC LA S     -  189                                      011 58 58.9
 AU3171:UTM  15      -  189                                      011 09 31.6
 AU3171
 AU3171|---------------------------------------------------------------------|
 AU3171| PID    Reference Object                     Distance      Geod. Az  |
 AU3171|                                                           dddmmss.s |
 AU3171| AU3151 189                                 APPROX. 1.8 KM 0122009.4 |
 AU3171| AU3139 RACELAND SUGAR REFINERY TANK        APPROX. 3.5 KM 0920721.0 |
 AU3171|---------------------------------------------------------------------|
 AU3171
 AU3171                          SUPERSEDED SURVEY CONTROL
 AU3171
 AU3171  NAD 83(1986)-  29 44 00.31458(N)    090 37 39.12969(W) AD(       ) 3
 AU3171  NAD 27      -  29 43 59.56644(N)    090 37 38.81446(W) AD(       ) 3
 AU3171
 AU3171.Superseded values are not recommended for survey control.
 AU3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3171.See file dsdata.txt to determine how the superseded data were derived.
 AU3171
 AU3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2946191603(NAD 83)
 AU3171_MARKER: 89 = SPIRE
 AU3171
 AU3171  HISTORY     - Date     Condition        Report By
 AU3171  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3171  HISTORY     - 1961     GOOD             USGS
 AU3171
 AU3171                          STATION DESCRIPTION
 AU3171
 AU3171'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AU3171'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3082 ***********************************************************************
 AU3082  DESIGNATION -  ST MICHAELS PLANTATION MORM CH
 AU3082  PID         -  AU3082
 AU3082  STATE/COUNTY-  LA/TERREBONNE
 AU3082  USGS QUAD   -  LAKE THERIOT (1994)
 AU3082
 AU3082                         *CURRENT SURVEY CONTROL
 AU3082  ___________________________________________________________________
 AU3082* NAD 83(1992)-  29 27 26.88705(N)    090 45 01.95011(W)     ADJUSTED  
 AU3082* NAVD 88     -                                                        
 AU3082  **This station is located in a subsidence area (see below).
 AU3082  ___________________________________________________________________
 AU3082  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU3082  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AU3082
 AU3082  HORZ ORDER  -  THIRD
 AU3082
 AU3082.The horizontal coordinates were established by classical geodetic methods
 AU3082.and adjusted by the National Geodetic Survey in January 1993..
 AU3082
 AU3082 ** The orthometric height has not been validated since last determined
 AU3082 ** by differential leveling and should not be used for control purposes.
 AU3082 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3082 ** area with valid NAVD 88 orthometric heights.
 AU3082 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3082 ** epoch indicated which incorporates improved geoid heights for the
 AU3082 ** Southern Louisiana Subsidence area.
 AU3082 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3082
 AU3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3082
 AU3082.The geoid height was determined by GEOID03.
 AU3082
 AU3082;                    North         East     Units Scale Factor Converg.
 AU3082;SPC LA S     -   106,275.286 1,056,532.821   MT  0.99997040   +0 17 29.1
 AU3082;SPC LA S     -   348,671.50  3,466,308.10   sFT  0.99997040   +0 17 29.1
 AU3082;UTM  15      - 3,260,777.638   718,154.560   MT  1.00018727   +1 06 24.0
 AU3082
 AU3082                          SUPERSEDED SURVEY CONTROL
 AU3082
 AU3082  NAD 83(1986)-  29 27 26.90981(N)    090 45 01.95238(W) AD(       ) 4
 AU3082  NAD 27      -  29 27 26.13000(N)    090 45 01.62000(W) AD(       ) 3
 AU3082
 AU3082.Superseded values are not recommended for survey control.
 AU3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3082.See file dsdata.txt to determine how the superseded data were derived.
 AU3082
 AU3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1815560778(NAD 83)
 AU3082_MARKER: 90 = CHURCH SPIRE
 AU3082
 AU3082  HISTORY     - Date     Condition        Report By
 AU3082  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3082  HISTORY     - 1952     GOOD             CGS
 AU3082
 AU3082                          STATION DESCRIPTION
 AU3082
 AU3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3082'STATION IS ON THE E SIDE OF BAYOU DE LARGE AT THE MORMON
 AU3082'(MARMANDE) CANAL.  THE STATION IS THE CENTER OF THE TOP OF THE
 AU3082'SPIRE OF THE CHURCH LOCATED ON THE PLACE KNOWN LOCALLY AS
 AU3082'ST. MICHAELS PLANTATION.
 AU3082
 AU3082                          STATION RECOVERY (1952)
 AU3082
 AU3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3082'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AU3082'FOLLOWS--
 AU3082'
 AU3082'STATION IS LOCATED ON THE E SIDE OF STATE HIGHWAY 247 IN
 AU3082'THERIOT, 9.2 MI. S OF THE INTERSECTION OF U.S. HIGHWAY 90
 AU3082'AND STATE HIGHWAY 247, AND 0.4 MI. S OF A BRIDGE OVER MORMANDE
 AU3082'CANAL.  THE NAME OF THE CHURCH IS NOW ST. ELUIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3452 ***********************************************************************
 BJ3452  DESIGNATION -  ST PETERS
 BJ3452  PID         -  BJ3452
 BJ3452  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3452  USGS QUAD   -  CLINTON (1994)
 BJ3452
 BJ3452                         *CURRENT SURVEY CONTROL
 BJ3452  ___________________________________________________________________
 BJ3452* NAD 83(1986)-  30 48 35.     (N)    091 00 08.     (W)     SCALED    
 BJ3452* NAVD 88     -        73.876  (meters)     242.37   (feet)  ADJUSTED  
 BJ3452  ___________________________________________________________________
 BJ3452  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3452  DYNAMIC HT  -          73.780 (meters)     242.06  (feet)  COMP
 BJ3452  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3452
 BJ3452  VERT ORDER  -  SECOND    CLASS I
 BJ3452
 BJ3452.The horizontal coordinates were scaled from a topographic map and have
 BJ3452.an estimated accuracy of +/- 6 seconds.
 BJ3452
 BJ3452.The orthometric height was determined by differential leveling
 BJ3452.and adjusted by the National Geodetic Survey in February 1994..
 BJ3452
 BJ3452.The geoid height was determined by GEOID03.
 BJ3452
 BJ3452.The dynamic height is computed by dividing the NAVD 88
 BJ3452.geopotential number by the normal gravity value computed on the
 BJ3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3452.degrees latitude (g = 980.6199 gals.).
 BJ3452
 BJ3452.The modeled gravity was interpolated from observed gravity values.
 BJ3452
 BJ3452;                    North         East    Units  Estimated Accuracy
 BJ3452;SPC LA S     -   256,070.    1,031,690.      MT  (+/- 180 meters Scaled)
 BJ3452
 BJ3452                          SUPERSEDED SURVEY CONTROL
 BJ3452
 BJ3452.No superseded survey control is available for this station.
 BJ3452
 BJ3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ911102(NAD 83)
 BJ3452_MARKER: DS = TRIANGULATION STATION DISK
 BJ3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3452_SP_SET: CONCRETE POST
 BJ3452_STAMPING: ST PETERS 1966
 BJ3452_MARK LOGO: CGS   
 BJ3452_PROJECTION: FLUSH
 BJ3452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3452+STABILITY: SURFACE MOTION
 BJ3452
 BJ3452  HISTORY     - Date     Condition        Report By
 BJ3452  HISTORY     - 1966     MONUMENTED       CGS
 BJ3452  HISTORY     - 1984     GOOD             LADTD
 BJ3452
 BJ3452                          STATION DESCRIPTION
 BJ3452
 BJ3452'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3452'7.4 KM (4.6 MI) SSE FROM CLINTON.
 BJ3452'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3452'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3452'ON HIGHWAY 67 FOR ABOUT 6.9 KM (4.3 MILES) TO A GRAVELED ROAD ON THE
 BJ3452'LEFT WHICH TURNS BACK SHARP LEFT, THENCE NORTHERLY ON THE GRAVELED
 BJ3452'ROAD FOR ABOUT 0.2 KM (0.1 MILE) TO THE NORTH END OF A SMALL CEMETERY
 BJ3452'AT THE ST PETERS CHURCH WITH THE BENCH MARK BETWEEN THE TWO, 48.9
 BJ3452'METERS (160.5 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 BJ3452'15 METERS (49.5 FEET) SOUTH OF A 30-INCH OAK TREE, 9 METERS (29.5
 BJ3452'FEET) EAST OF THE CENTER OF THE ROAD.
 BJ3452'THE MARK IS 7.32 METERS  N FROM  THE NORTH END CEMETERY F
 BJ3452'THE MARK IS 0.61 M ABOVE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4679 ***********************************************************************
 BJ4679  DESIGNATION -  ST PETERS
 BJ4679  PID         -  BJ4679
 BJ4679  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4679  USGS QUAD   -  CLINTON (1994)
 BJ4679
 BJ4679                         *CURRENT SURVEY CONTROL
 BJ4679  ___________________________________________________________________
 BJ4679* NAD 83(1992)-  30 48 34.89018(N)    091 00 08.37489(W)     ADJUSTED  
 BJ4679* NAVD 88     -        73.6    (meters)     241.     (feet)  VERTCON   
 BJ4679  ___________________________________________________________________
 BJ4679  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4679  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4679
 BJ4679  HORZ ORDER  -  FIRST
 BJ4679
 BJ4679.The horizontal coordinates were established by classical geodetic methods
 BJ4679.and adjusted by the National Geodetic Survey in May 1994..
 BJ4679
 BJ4679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4679
 BJ4679.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4679
 BJ4679.The geoid height was determined by GEOID03.
 BJ4679
 BJ4679;                    North         East     Units Scale Factor Converg.
 BJ4679;SPC LA S     -   256,070.326 1,031,675.936   MT  1.00002517   +0 09 55.8
 BJ4679;SPC LA S     -   840,124.06  3,384,756.80   sFT  1.00002517   +0 09 55.8
 BJ4679;UTM  15      - 3,410,218.122   691,106.259   MT  1.00005053   +1 01 24.6
 BJ4679
 BJ4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4679!SPC LA S     -   0.99999272  x   1.00002517  =   1.00001789
 BJ4679!UTM  15      -   0.99999272  x   1.00005053  =   1.00004325
 BJ4679
 BJ4679:                Primary Azimuth Mark                     Grid Az
 BJ4679:SPC LA S     -  CLINTON LOT                              036 21 34.7
 BJ4679:UTM  15      -  CLINTON LOT                              035 30 05.9
 BJ4679
 BJ4679|---------------------------------------------------------------------|
 BJ4679| PID    Reference Object                     Distance      Geod. Az  |
 BJ4679|                                                           dddmmss.s |
 BJ4679| BJ4672 CLINTON LOT                         APPROX. 9.2 KM 0363130.5 |
 BJ4679| BJ4670 CLINTON LA P L MICROWAVE            APPROX.12.1 KM 0475351.6 |
 BJ4679| BJ4669 CLINTON TRANSCON GAS MICROWAVE      APPROX.12.8 KM 0495307.2 |
 BJ4679| BJ3453 ST PETERS RM 1                       24.368 METERS 08218     |
 BJ4679| CW2348 ST PETERS AZ MK                                    1850615.9 |
 BJ4679| BJ3451 ST PETERS RM 2                       25.592 METERS 22725     |
 BJ4679| BJ4682 CLINTON ATT MICROWAVE               APPROX. 9.3 KM 3031756.9 |
 BJ4679| BJ4681 CLINTON MUNICIPAL WATER TANK        APPROX. 6.2 KM 3464556.3 |
 BJ4679| BJ4680 CLINTON EAST MUN TANK               APPROX. 6.0 KM 3554438.9 |
 BJ4679|---------------------------------------------------------------------|
 BJ4679
 BJ4679                          SUPERSEDED SURVEY CONTROL
 BJ4679
 BJ4679  NAD 83(1992)-  30 48 34.89170(N)    091 00 08.37505(W) AD(       ) 1
 BJ4679  NAD 83(1986)-  30 48 34.90768(N)    091 00 08.37110(W) AD(       ) 1
 BJ4679  NAD 27      -  30 48 34.25163(N)    091 00 07.99554(W) AD(       ) 1
 BJ4679  NGVD 29 (07/19/86)   73.6    (m)          241.     (f) VERT ANG       
 BJ4679
 BJ4679.Superseded values are not recommended for survey control.
 BJ4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4679.See file dsdata.txt to determine how the superseded data were derived.
 BJ4679
 BJ4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9110610218(NAD 83)
 BJ4679_MARKER: DS = TRIANGULATION STATION DISK
 BJ4679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4679
 BJ4679  HISTORY     - Date     Condition        Report By
 BJ4679  HISTORY     - 1966     MONUMENTED       CGS
 BJ4679  HISTORY     - 1970     GOOD             NGS
 BJ4679
 BJ4679                          STATION DESCRIPTION
 BJ4679
 BJ4679'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4679'STATION IS LOCATED AT THE SITE OF THE ST. PETERS CHURCH (COLORED)
 BJ4679'WHICH IS ABOUT 3-1/4 MILES SOUTH-SOUTHEAST OF CLINTON, 1-1/2 MILES
 BJ4679'WEST OF THE WEST SIDE OF THE LOUISIANA STATE UNIVERSITY IDLEWILD
 BJ4679'EXPERIMENTAL FARM, 0.1 MILE EAST OF STATE HIGHWAY 67, IN SECTION
 BJ4679'54, T 3 S, R 2 E AND ON LAND WHICH IS OWNED BY A MR. JACKSON HAYES.
 BJ4679'
 BJ4679'STATION IS REACHED FROM THE EAST JUNCTION OF STATE HIGHWAYS 10 AND 67
 BJ4679'IN THE TOWN OF CLINTON.  GO SOUTH, SOUTHEASTERLY AND SOUTH AGAIN ON
 BJ4679'STATE HIGHWAY 67 FOR 4.25 MILES TO A SMALL CONCRETE BLOCK HOUSE AND
 BJ4679'A SMALL METAL GARAGE ON THE LEFT.  CONTINUE STRAIGHT AHEAD, ON
 BJ4679'HIGHWAY 67 FOR 0.05 MILE TO A GRAVELED ROAD WHICH TURNS BACK SHARP
 BJ4679'LEFT.  TURN LEFT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 0.15 MILE
 BJ4679'TO THE NORTH END OF A SMALL CEMETERY, ST. PETERS CHURCH AND THE
 BJ4679'STATION MARK ON THE RIGHT.
 BJ4679'
 BJ4679'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 BJ4679'MONUMENTS.
 BJ4679'
 BJ4679'STATION MARK DISK IS STAMPED ST PETERS 1966 AND THE MARK IS FLUSH
 BJ4679'WITH THE SURFACE OF THE GROUND.  MARK IS 160.5 FEET SOUTHWEST OF THE
 BJ4679'SOUTHWEST CORNER OF THE CHURCH BUILDING, 49.5 FEET SOUTH OF A
 BJ4679'30-INCH OAK TREE, 29-1/2 FEET EAST OF THE CENTER OF THE GRAVELED
 BJ4679'ROAD AND 23 FEET NORTH OF THE NORTH END OF THE SMALL CEMETERY.
 BJ4679'
 BJ4679'REFERENCE MARK NUMBER 1 DISK IS STAMPED ST PETERS NO 1 1966 AND THE
 BJ4679'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 90.0 FEET
 BJ4679'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 86
 BJ4679'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 55.2 FEET EAST OF
 BJ4679'THE 30-INCH OAK TREE AND 22.2 FEET SOUTH-SOUTHWEST OF A 36-INCH
 BJ4679'CEDAR TREE.
 BJ4679'
 BJ4679'REFERENCE MARK NUMBER 2 DISK IS STAMPED ST PETERS NO 2 1966 AND THE
 BJ4679'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 15 FEET EAST
 BJ4679'OF THE CENTER OF THE GRAVELED ROAD, 2 FEET WEST OF THE WEST SIDE OF
 BJ4679'THE CEMETERY AND THE MARK IS ABOUT 2 FEET HIGHER ELEVATION THAN THE
 BJ4679'ROAD.
 BJ4679'
 BJ4679'AZIMUTH MARK DISK IS STAMPED ST PETERS 1966 AND THE MARK PROJECTS
 BJ4679'ABOUT 4 INCHES.  MARK IS 18-1/2 FEET NORTH OF THE CENTER OF A
 BJ4679'GRAVELED ROAD, 2 FEET EAST OF A METAL WITNESS AND THE MARK IS ON A 2
 BJ4679'1/2 FEET BANK BETWEEN THE ROAD AND A DRAINAGE DITCH.
 BJ4679'
 BJ4679'AZIMUTH MARK IS REACHED FROM THE STATION.  GO SOUTHERLY ON THE
 BJ4679'GRAVELED ROAD FOR 0.15 MILE TO HIGHWAY 67, KEEP LEFT AND GO SOUTH ON
 BJ4679'HIGHWAY 67 FOR 0.05 MILE.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 BJ4679'FOR 0.1 MILE TO THE MARK ON THE LEFT, AS DESCRIBED.
 BJ4679'
 BJ4679'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4679
 BJ4679                          STATION RECOVERY (1970)
 BJ4679
 BJ4679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4679'NO MEASUREMENT TO RM 1 AND RM 2 DUE TO TREES ON LINE.
 BJ4679'
 BJ4679'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 BJ4679'MARK WERE RECOVERED IN GOOD CONDITION.
 BJ4679'
 BJ4679'THE HORIZONTAL DIRECTION AND THE DISTANCE TO THE REFERENCE MARKS
 BJ4679'CHECKED ADEQUATELY, BUT A DIFFERENCE WAS NOTED IN THE HORIZONTAL
 BJ4679'DIRECTION TO THE AZIMUTH MARK.
 BJ4679'
 BJ4679'THE 1966 LOCATION AND THE TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3453 ***********************************************************************
 BJ3453  DESIGNATION -  ST PETERS RM 1
 BJ3453  PID         -  BJ3453
 BJ3453  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3453  USGS QUAD   -  CLINTON (1994)
 BJ3453
 BJ3453                         *CURRENT SURVEY CONTROL
 BJ3453  ___________________________________________________________________
 BJ3453* NAD 83(1986)-  30 48 35.     (N)    091 00 08.     (W)     SCALED    
 BJ3453* NAVD 88     -        72.929  (meters)     239.27   (feet)  ADJUSTED  
 BJ3453  ___________________________________________________________________
 BJ3453  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3453  DYNAMIC HT  -          72.834 (meters)     238.96  (feet)  COMP
 BJ3453  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3453
 BJ3453  VERT ORDER  -  SECOND    CLASS I
 BJ3453
 BJ3453.The horizontal coordinates were scaled from a topographic map and have
 BJ3453.an estimated accuracy of +/- 6 seconds.
 BJ3453
 BJ3453.The orthometric height was determined by differential leveling
 BJ3453.and adjusted by the National Geodetic Survey in February 1994..
 BJ3453
 BJ3453.The geoid height was determined by GEOID03.
 BJ3453
 BJ3453.The dynamic height is computed by dividing the NAVD 88
 BJ3453.geopotential number by the normal gravity value computed on the
 BJ3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3453.degrees latitude (g = 980.6199 gals.).
 BJ3453
 BJ3453.The modeled gravity was interpolated from observed gravity values.
 BJ3453
 BJ3453;                    North         East    Units  Estimated Accuracy
 BJ3453;SPC LA S     -   256,070.    1,031,690.      MT  (+/- 180 meters Scaled)
 BJ3453
 BJ3453                          SUPERSEDED SURVEY CONTROL
 BJ3453
 BJ3453.No superseded survey control is available for this station.
 BJ3453
 BJ3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ911102(NAD 83)
 BJ3453_MARKER: DR = REFERENCE MARK DISK
 BJ3453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3453_SP_SET: CONCRETE POST
 BJ3453_STAMPING: ST PETERS NO 1 1966
 BJ3453_MARK LOGO: CGS   
 BJ3453_PROJECTION: FLUSH
 BJ3453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3453+STABILITY: SURFACE MOTION
 BJ3453
 BJ3453  HISTORY     - Date     Condition        Report By
 BJ3453  HISTORY     - 1966     MONUMENTED       CGS
 BJ3453  HISTORY     - 1984     GOOD             LADTD
 BJ3453
 BJ3453                          STATION DESCRIPTION
 BJ3453
 BJ3453'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3453'7.4 KM (4.6 MI) SSE FROM CLINTON.
 BJ3453'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3453'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3453'ON HIGHWAY 67 FOR ABOUT 6.9 KM (4.3 MILES) TO A GRAVELED ROAD ON THE
 BJ3453'LEFT WHICH TURNS BACK SHARP LEFT, THENCE NORTHERLY ON THE GRAVELED
 BJ3453'ROAD FOR ABOUT 0.2 KM (0.1 MILE) TO THE NORTH END OF A SMALL CEMETERY
 BJ3453'AT THE ST PETERS CHURCH WITH THE BENCH MARK BETWEEN THE TWO, 27.4
 BJ3453'METERS (90 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH
 BJ3453'26.2 METERS (86 FEET) EAST OF THE CENTER OF THE GRAVELED ROAD, 16.8
 BJ3453'METERS (55 FEET) EAST OF A 30-INCH OAK TREE.
 BJ3453'THE MARK IS 6.71 METERS  SSW FROM  A 36-INCH CEDAR TREE
 BJ3453'THE MARK IS 0.61 M ABOVE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3451 ***********************************************************************
 BJ3451  DESIGNATION -  ST PETERS RM 2
 BJ3451  PID         -  BJ3451
 BJ3451  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3451  USGS QUAD   -  CLINTON (1994)
 BJ3451
 BJ3451                         *CURRENT SURVEY CONTROL
 BJ3451  ___________________________________________________________________
 BJ3451* NAD 83(1986)-  30 48 35.     (N)    091 00 08.     (W)     SCALED    
 BJ3451* NAVD 88     -        74.169  (meters)     243.34   (feet)  ADJUSTED  
 BJ3451  ___________________________________________________________________
 BJ3451  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ3451  DYNAMIC HT  -          74.072 (meters)     243.02  (feet)  COMP
 BJ3451  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3451
 BJ3451  VERT ORDER  -  SECOND    CLASS I
 BJ3451
 BJ3451.The horizontal coordinates were scaled from a topographic map and have
 BJ3451.an estimated accuracy of +/- 6 seconds.
 BJ3451
 BJ3451.The orthometric height was determined by differential leveling
 BJ3451.and adjusted by the National Geodetic Survey in February 1994..
 BJ3451
 BJ3451.The geoid height was determined by GEOID03.
 BJ3451
 BJ3451.The dynamic height is computed by dividing the NAVD 88
 BJ3451.geopotential number by the normal gravity value computed on the
 BJ3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3451.degrees latitude (g = 980.6199 gals.).
 BJ3451
 BJ3451.The modeled gravity was interpolated from observed gravity values.
 BJ3451
 BJ3451;                    North         East    Units  Estimated Accuracy
 BJ3451;SPC LA S     -   256,070.    1,031,690.      MT  (+/- 180 meters Scaled)
 BJ3451
 BJ3451                          SUPERSEDED SURVEY CONTROL
 BJ3451
 BJ3451.No superseded survey control is available for this station.
 BJ3451
 BJ3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ911102(NAD 83)
 BJ3451_MARKER: DR = REFERENCE MARK DISK
 BJ3451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3451_SP_SET: CONCRETE POST
 BJ3451_STAMPING: ST PETERS NO 2 1966
 BJ3451_MARK LOGO: CGS   
 BJ3451_PROJECTION: FLUSH
 BJ3451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3451+STABILITY: SURFACE MOTION
 BJ3451
 BJ3451  HISTORY     - Date     Condition        Report By
 BJ3451  HISTORY     - 1966     MONUMENTED       CGS
 BJ3451  HISTORY     - 1984     GOOD             LADTD
 BJ3451
 BJ3451                          STATION DESCRIPTION
 BJ3451
 BJ3451'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3451'7.4 KM (4.6 MI) SSE FROM CLINTON.
 BJ3451'ABOUT 0.3 KM (0.2 MILE) EAST ON STATE HIGHWAYS 10 AND 67 FROM THE
 BJ3451'COURTHOUSE IN CLINTON TO THE JUNCTION OF BOTH HIGHWAYS, THENCE SOUTH
 BJ3451'ON HIGHWAY 67 FOR ABOUT 6.9 KM (4.3 MILES) TO A GRAVELED ROAD ON THE
 BJ3451'LEFT WHICH TURNS BACK SHARP LEFT, THENCE NORTHERLY ON THE GRAVELED
 BJ3451'ROAD FOR ABOUT 0.2 KM (0.1 MILE) TO THE NORTH END OF A SMALL CEMETERY
 BJ3451'AT THE ST PETERS CHURCH WITH THE BENCH MARK BETWEEN THE CEMETERY FENCE
 BJ3451'AND THE ROAD, 17.7 METERS (58 FEET) SOUTH OF THE NORTHWEST CORNER OF
 BJ3451'THE CEMETERY FENCE, 4.6 METERS (15 FEET) EAST OF THE CENTER OF THE
 BJ3451'ROAD, 1.2 METERS (4 FEET) WEST OF THE WEST SIDE OF THE CEMETERY FENCE.
 BJ3451'THE MARK IS 1.22 METERS  W FROM  THE CEMETERY FENCE
 BJ3451'THE MARK IS 0.61 M ABOVE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1326 ***********************************************************************
 AT1326  DESIGNATION -  ST ROSALIE MICROWAVE MAST
 AT1326  PID         -  AT1326
 AT1326  STATE/COUNTY-  LA/PLAQUEMINES
 AT1326  USGS QUAD   -  PHOENIX (1973)
 AT1326
 AT1326                         *CURRENT SURVEY CONTROL
 AT1326  ___________________________________________________________________
 AT1326* NAD 83(1992)-  29 39 48.46552(N)    089 58 36.95502(W)     ADJUSTED  
 AT1326* NAVD 88     -                                                        
 AT1326  **This station is located in a subsidence area (see below).
 AT1326  ___________________________________________________________________
 AT1326  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AT1326  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AT1326
 AT1326  HORZ ORDER  -  THIRD
 AT1326
 AT1326.The horizontal coordinates were established by classical geodetic methods
 AT1326.and adjusted by the National Geodetic Survey in January 1993..
 AT1326
 AT1326 ** The orthometric height has not been validated since last determined
 AT1326 ** by differential leveling and should not be used for control purposes.
 AT1326 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1326 ** area with valid NAVD 88 orthometric heights.
 AT1326 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1326 ** epoch indicated which incorporates improved geoid heights for the
 AT1326 ** Southern Louisiana Subsidence area.
 AT1326 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1326
 AT1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1326
 AT1326.The geoid height was determined by GEOID03.
 AT1326
 AT1326;                    North         East     Units Scale Factor Converg.
 AT1326;SPC LA S     -   129,741.066 1,131,302.894   MT  0.99994297   +0 40 41.6
 AT1326;SPC LA S     -   425,658.81  3,711,616.24   sFT  0.99994297   +0 40 41.6
 AT1326;UTM  16      - 3,285,202.066   211,851.378   MT  1.00062460   -1 28 27.5
 AT1326;UTM  15      - 3,285,317.948   792,616.425   MT  1.00065662   +1 29 49.9
 AT1326
 AT1326                          SUPERSEDED SURVEY CONTROL
 AT1326
 AT1326  NAD 83(1986)-  29 39 48.47906(N)    089 58 36.95846(W) AD(       ) 4
 AT1326  NAD 27      -  29 39 47.72029(N)    089 58 36.70440(W) AD(       ) 3
 AT1326
 AT1326.Superseded values are not recommended for survey control.
 AT1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1326.See file dsdata.txt to determine how the superseded data were derived.
 AT1326
 AT1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1185185202(NAD 83)
 AT1326_MARKER: 44 = MICROWAVE MAST
 AT1326
 AT1326  HISTORY     - Date     Condition        Report By
 AT1326  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1326
 AT1326                          STATION DESCRIPTION
 AT1326
 AT1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1326'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS
 AT1326'3 LEGGED GUYED
 AT1326'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 AT1326'RED AND WHITE.  THE STRUCTURE HAS
 AT1326'TWO REFLECTOR DISKS NEAR THE
 AT1326'TOP AND THE OVERALL HEIGHT IS ABOUT 150 FEET.
 AT1326'
 AT1326'LOCATED ABOUT 16 MILES SOUTH-SOUTHEAST OF GRETNA, 5-1/2 MILES
 AT1326'NORTHWEST OF
 AT1326'MYRTLE GROVE AND IS OWNED AND OPERATED BY THE SHELL PIPELINE
 AT1326'CORPORATION.
 AT1326'
 AT1326'TO REACH FROM MYRTLE GROVE GO NORTHWEST ON STATE HIGHWAY 23 FOR 2.5
 AT1326'MILES TO A
 AT1326'CROSSROAD.  TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR
 AT1326'0.1 MILE TO THE MAST ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2869 ***********************************************************************
 AU2869  DESIGNATION -  ST ROSE UNITED GAS PIPE MAST
 AU2869  PID         -  AU2869
 AU2869  STATE/COUNTY-  LA/ST CHARLES
 AU2869  USGS QUAD   -  LULING (1992)
 AU2869
 AU2869                         *CURRENT SURVEY CONTROL
 AU2869  ___________________________________________________________________
 AU2869* NAD 83(1992)-  29 56 28.23121(N)    090 20 31.49844(W)     ADJUSTED  
 AU2869* NAVD 88     -                                                        
 AU2869  **This station is located in a subsidence area (see below).
 AU2869  ___________________________________________________________________
 AU2869  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2869  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AU2869
 AU2869  HORZ ORDER  -  THIRD
 AU2869
 AU2869.The horizontal coordinates were established by classical geodetic methods
 AU2869.and adjusted by the National Geodetic Survey in January 1993..
 AU2869
 AU2869 ** The orthometric height has not been validated since last determined
 AU2869 ** by differential leveling and should not be used for control purposes.
 AU2869 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2869 ** area with valid NAVD 88 orthometric heights.
 AU2869 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2869 ** epoch indicated which incorporates improved geoid heights for the
 AU2869 ** Southern Louisiana Subsidence area.
 AU2869 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2869
 AU2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2869
 AU2869.The geoid height was determined by GEOID03.
 AU2869
 AU2869;                    North         East     Units Scale Factor Converg.
 AU2869;SPC LA S     -   160,159.954 1,095,690.176   MT  0.99992628   +0 29 44.3
 AU2869;SPC LA S     -   525,458.12  3,594,776.85   sFT  0.99992628   +0 29 44.3
 AU2869;UTM  15      - 3,315,238.459   756,547.514   MT  1.00041211   +1 19 38.4
 AU2869
 AU2869                          SUPERSEDED SURVEY CONTROL
 AU2869
 AU2869  NAD 83(1986)-  29 56 28.24775(N)    090 20 31.49822(W) AD(       ) 4
 AU2869  NAD 27      -  29 56 27.51054(N)    090 20 31.21124(W) AD(       ) 3
 AU2869
 AU2869.Superseded values are not recommended for survey control.
 AU2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2869.See file dsdata.txt to determine how the superseded data were derived.
 AU2869
 AU2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5654815238(NAD 83)
 AU2869_MARKER: 44 = MICROWAVE MAST
 AU2869
 AU2869  HISTORY     - Date     Condition        Report By
 AU2869  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2869
 AU2869                          STATION DESCRIPTION
 AU2869
 AU2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2869'THE ST ROSE, UNITED GAS PIPELINE COMPANY MICROWAVE RELAY MAST IS
 AU2869'LOCATED 0.15 MILE EAST OF DESTRAHAN AND 0.1 MILE NORTH OF STATE
 AU2869'HIGHWAY 48.
 AU2869'
 AU2869'IT IS A TRIANGULAR IN CROSS SECTION STEEL STRUCTURE, GUYED, PAINTED
 AU2869'ALTERNATE RED AND WHITE BY SECTION, TWO REFLECTORS ARE LOCATED NEAR
 AU2869'THE TOP AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 200 FEET.
 AU2869'
 AU2869'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2868 ***********************************************************************
 AU2868  DESIGNATION -  ST ROSE WATER TANK
 AU2868  PID         -  AU2868
 AU2868  STATE/COUNTY-  LA/ST CHARLES
 AU2868  USGS QUAD   -  LULING (1992)
 AU2868
 AU2868                         *CURRENT SURVEY CONTROL
 AU2868  ___________________________________________________________________
 AU2868* NAD 83(1992)-  29 57 27.10850(N)    090 19 18.73224(W)     ADJUSTED  
 AU2868* NAVD 88     -                                                        
 AU2868  **This station is located in a subsidence area (see below).
 AU2868  ___________________________________________________________________
 AU2868  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU2868  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AU2868
 AU2868  HORZ ORDER  -  THIRD
 AU2868
 AU2868.The horizontal coordinates were established by classical geodetic methods
 AU2868.and adjusted by the National Geodetic Survey in January 1993..
 AU2868
 AU2868 ** The orthometric height has not been validated since last determined
 AU2868 ** by differential leveling and should not be used for control purposes.
 AU2868 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2868 ** area with valid NAVD 88 orthometric heights.
 AU2868 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2868 ** epoch indicated which incorporates improved geoid heights for the
 AU2868 ** Southern Louisiana Subsidence area.
 AU2868 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2868
 AU2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2868
 AU2868.The geoid height was determined by GEOID03.
 AU2868
 AU2868;                    North         East     Units Scale Factor Converg.
 AU2868;SPC LA S     -   161,989.757 1,097,625.367   MT  0.99992603   +0 30 20.7
 AU2868;SPC LA S     -   531,461.39  3,601,125.89   sFT  0.99992603   +0 30 20.7
 AU2868;UTM  15      - 3,317,097.083   758,456.869   MT  1.00042425   +1 20 17.1
 AU2868
 AU2868                          SUPERSEDED SURVEY CONTROL
 AU2868
 AU2868  NAD 83(1986)-  29 57 27.12513(N)    090 19 18.73172(W) AD(       ) 4
 AU2868  NAD 27      -  29 57 26.38902(N)    090 19 18.44780(W) AD(       ) 3
 AU2868
 AU2868.Superseded values are not recommended for survey control.
 AU2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2868.See file dsdata.txt to determine how the superseded data were derived.
 AU2868
 AU2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5845717097(NAD 83)
 AU2868_MARKER: 53 = ELEVATED TANK
 AU2868
 AU2868  HISTORY     - Date     Condition        Report By
 AU2868  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2868
 AU2868                          STATION DESCRIPTION
 AU2868
 AU2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2868'THE ST ROSE, WATER TANK IS OWNED BY THE ST CHARLES PARISH WATERWORKS
 AU2868'DISTRICT 1.  IT IS LOCATED IN THE NORTH EDGE OF ST ROSE ABOUT 0.85
 AU2868'MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 48 AND 626.
 AU2868'
 AU2868'IT IS A 4-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AU2868'HAS A DOME SHAPED ROOF AND AN OVERALL HEIGHT OF 142 FEET.
 AU2868'
 AU2868'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0578 ***********************************************************************
 BJ0578  DESIGNATION -  STA 9 USGS
 BJ0578  PID         -  BJ0578
 BJ0578  STATE/COUNTY-  LA/IBERVILLE
 BJ0578  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0578
 BJ0578                         *CURRENT SURVEY CONTROL
 BJ0578  ___________________________________________________________________
 BJ0578* NAD 83(1986)-  30 17 30.     (N)    091 14 02.     (W)     SCALED    
 BJ0578* NAVD 88     -         8.799  (meters)      28.87   (feet)  ADJUSTED  
 BJ0578  ___________________________________________________________________
 BJ0578  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0578  DYNAMIC HT  -           8.787 (meters)      28.83  (feet)  COMP
 BJ0578  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BJ0578
 BJ0578  VERT ORDER  -  FIRST     CLASS I
 BJ0578
 BJ0578.The horizontal coordinates were scaled from a topographic map and have
 BJ0578.an estimated accuracy of +/- 6 seconds.
 BJ0578
 BJ0578.The orthometric height was determined by differential leveling
 BJ0578.and adjusted by the National Geodetic Survey in February 1994..
 BJ0578
 BJ0578.The geoid height was determined by GEOID03.
 BJ0578
 BJ0578.The dynamic height is computed by dividing the NAVD 88
 BJ0578.geopotential number by the normal gravity value computed on the
 BJ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0578.degrees latitude (g = 980.6199 gals.).
 BJ0578
 BJ0578.The modeled gravity was interpolated from observed gravity values.
 BJ0578
 BJ0578;                    North         East    Units  Estimated Accuracy
 BJ0578;SPC LA S     -   198,600.    1,009,570.      MT  (+/- 180 meters Scaled)
 BJ0578
 BJ0578                          SUPERSEDED SURVEY CONTROL
 BJ0578
 BJ0578  NGVD 29 (??/??/??)    8.809  (m)           28.90   (f) ADJUSTED    1 1
 BJ0578
 BJ0578.Superseded values are not recommended for survey control.
 BJ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0578.See file dsdata.txt to determine how the superseded data were derived.
 BJ0578
 BJ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP698524(NAD 83)
 BJ0578_MARKER: DD = SURVEY DISK
 BJ0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0578_SP_SET: BUILDING
 BJ0578_STAMPING: 30 9
 BJ0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0578
 BJ0578  HISTORY     - Date     Condition        Report By
 BJ0578  HISTORY     - UNK      MONUMENTED       USGS
 BJ0578  HISTORY     - 1964     GOOD             CGS
 BJ0578  HISTORY     - 1976     GOOD             NGS
 BJ0578
 BJ0578                          STATION DESCRIPTION
 BJ0578
 BJ0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0578'0.2 MI NE FROM PLAQUEMINE.
 BJ0578'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BJ0578'PLAQUEMINE, THENCE 0.1 MILE NORTHEAST ALONG MAIN STREET, SET
 BJ0578'VERTICALLY IN THE NORTH FACE OF THE CITY HALL, 76 FEET SOUTH OF THE
 BJ0578'CENTER LINE OF THE STREET, 74 FEET EAST OF THE CENTER LINE OF CHURCH
 BJ0578'STREET, 1 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND ABOUT
 BJ0578'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0578
 BJ0578                          STATION RECOVERY (1976)
 BJ0578
 BJ0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0578'AT THE JUNCTION OF MAIN AND CHURCH STREETS, 76 FT. SOUTH OF THE CENTER
 BJ0578'LINE OF MAIN STREET, 74 FT. EAST OF THE CENTER LINE OF CHURCH STREET,
 BJ0578'SET VERTICALLY IN THE NORTH WALL OF THE CITY HALL BUILDING, 1.0 FT.
 BJ0578'EAST OF THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5369 ***********************************************************************
 BJ5369  SACS        -  This is a Secondary Airport Control Station.
 BJ5369  DESIGNATION -  STA C NEW
 BJ5369  PID         -  BJ5369
 BJ5369  STATE/COUNTY-  LA/ORLEANS
 BJ5369  USGS QUAD   -  SPANISH FORT (1992)
 BJ5369
 BJ5369                         *CURRENT SURVEY CONTROL
 BJ5369  ___________________________________________________________________
 BJ5369* NAD 83(1992)-  30 02 57.21858(N)    090 01 44.16147(W)     ADJUSTED  
 BJ5369* NAVD 88     -         1.29 **(meters)       4.2  **(feet)  GPS OBS   
 BJ5369  **This station is located in a subsidence area (see below).
 BJ5369  ___________________________________________________________________
 BJ5369  X           -      -2,790.319 (meters)                     COMP
 BJ5369  Y           -  -5,525,503.689 (meters)                     COMP
 BJ5369  Z           -   3,175,085.896 (meters)                     COMP
 BJ5369  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ5369  ELLIP HEIGHT-         -25.09  (meters)          (01/10/02) GPS OBS
 BJ5369  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BJ5369
 BJ5369  HORZ ORDER  -  FIRST
 BJ5369  ELLP ORDER  -  FOURTH    CLASS II
 BJ5369
 BJ5369.This mark is at Lakefront Airport (NEW)
 BJ5369
 BJ5369.The horizontal coordinates were established by GPS observations
 BJ5369.and adjusted by the National Geodetic Survey in January 2002..
 BJ5369
 BJ5369 ** The orthometric height has not been validated since last determined
 BJ5369 ** by differential leveling and should not be used for control purposes.
 BJ5369 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5369 ** area with valid NAVD 88 orthometric heights.
 BJ5369 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5369 ** epoch indicated which incorporates improved geoid heights for the
 BJ5369 ** Southern Louisiana Subsidence area.
 BJ5369 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5369.The orthometric height was determined by GPS observations and a
 BJ5369.high-resolution geoid model.
 BJ5369
 BJ5369.GPS derived orthometric heights for airport stations designated as
 BJ5369.PACS or SACS are published to 2 decimal places.  This maintains
 BJ5369.centimeter relative accuracy between the PACS and SACS.  It does
 BJ5369.not indicate centimeter accuracy relative to other marks which are
 BJ5369.part of the NAVD 88 network.
 BJ5369
 BJ5369.Photographs are available for this station.
 BJ5369
 BJ5369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5369
 BJ5369.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5369
 BJ5369.The ellipsoidal height was determined by GPS observations
 BJ5369.and is referenced to NAD 83.
 BJ5369
 BJ5369.The geoid height was determined by GEOID03.
 BJ5369
 BJ5369;                    North         East     Units Scale Factor Converg.
 BJ5369;SPC LA S     -   172,438.923 1,125,782.488   MT  0.99992610   +0 39 08.0
 BJ5369;SPC LA S     -   565,743.37  3,693,504.71   sFT  0.99992610   +0 39 08.0
 BJ5369;UTM  15      - 3,327,961.584   786,475.394   MT  1.00061265   +1 29 19.5
 BJ5369;UTM  16      - 3,328,108.081   207,942.338   MT  1.00065251   -1 31 04.1
 BJ5369
 BJ5369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5369!SPC LA S     -   1.00000394  x   0.99992610  =   0.99993004
 BJ5369!UTM  15      -   1.00000394  x   1.00061265  =   1.00061659
 BJ5369!UTM  16      -   1.00000394  x   1.00065251  =   1.00065645
 BJ5369
 BJ5369                          SUPERSEDED SURVEY CONTROL
 BJ5369
 BJ5369  NAD 83(1992)-  30 02 57.21880(N)    090 01 44.16166(W) AD(       ) 2
 BJ5369  ELLIP H (05/13/94)  -25.07   (m)                       GP(       ) 4 1
 BJ5369  NAD 83(1992)-  30 02 57.21898(N)    090 01 44.16177(W) AD(       ) 2
 BJ5369  ELLIP H (11/16/93)  -25.06   (m)                       GP(       ) 4 2
 BJ5369  NGVD 29 (11/16/93)    1.4    (m)            5.     (f) GPS OBS        
 BJ5369
 BJ5369.Superseded values are not recommended for survey control.
 BJ5369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5369.See file dsdata.txt to determine how the superseded data were derived.
 BJ5369
 BJ5369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8647527962(NAD 83)
 BJ5369_MARKER: DD = SURVEY DISK
 BJ5369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5369_SP_SET: CONCRETE POST
 BJ5369_STAMPING: STA C NEW 1992
 BJ5369_MARK LOGO: NOS   
 BJ5369_PROJECTION: RECESSED 5 CENTIMETERS
 BJ5369_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5369+STABILITY: SURFACE MOTION
 BJ5369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5369+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 BJ5369
 BJ5369  HISTORY     - Date     Condition        Report By
 BJ5369  HISTORY     - 1992     MONUMENTED       NOS
 BJ5369  HISTORY     - 20010505 GOOD             NGS
 BJ5369  HISTORY     - 20031121 GOOD             NGS
 BJ5369
 BJ5369                          STATION DESCRIPTION
 BJ5369
 BJ5369'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 BJ5369'STATION IS LOCATED ON THE NORTH SIDE OF NEW ORLEANS NEAR LAKE
 BJ5369'PONCHATRAIN AT LAKEFRONT AIRPORT ON THE NORTH END OF THE AIRFIELD
 BJ5369'JUST WEST OF THE CLOSED SECTION OF TAXIWAY BRAVO AND ON LINE WITH THE
 BJ5369'SOUTH BARRICADE TO THE CLOSED SECTION OF BRAVO.
 BJ5369'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 BJ5369'ACCESS THE CONTROLLED SURFACE OF THE AIRFIELD.
 BJ5369'STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---STA C NEW 1992---
 BJ5369'ON A 42 IN ALUMINUM ROD AND SURROUNDED BY A MASS OF CONCRETE 5.33 M
 BJ5369'(17.49 FT) WEST OF WEST EDGE OF OLD TAXIWAY BRAVO, 25.8 M (84.6 FT)
 BJ5369'SSE OF SE CORNER OF GLIDE SLOPE HOUSE, AND 19.1 M (62.7 FT) NORTH OF A
 BJ5369'CONCRETE FOUNDATION OF CABLE ACCESS.
 BJ5369
 BJ5369                          STATION RECOVERY (2001)
 BJ5369
 BJ5369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 BJ5369'THIS STATION IS LOCATED ON THE NORTH SIDE OF NEW ORLEANS, LOUISIANA AT
 BJ5369'THE LAKEFRONT AIRPORT ON THE SOUTH SHORE OF LAKE PONCHATRAIN.  THE
 BJ5369'STATION IS LOCATED IN THE NORTHERN MOST GRASSY ISLAND BETWEEN RUNWAY
 BJ5369'18R/36L AND THE  EAST PARALLEL TAXIWAY B. THIS STATION IS ON THE SOUTH
 BJ5369'END
 BJ5369'OF THIS GRASS ISLAND JUST SOUTHEAST OF THE GLIDE SLOPE  ANTENNA.
 BJ5369'LAKEFRONT AIRPORT OWNERSHIP IS THE CITY OF NEW ORLEANS, LOUISIANA.
 BJ5369'ACCESSING AIRPORT AND AIRCRAFT MOVEMENT AREAS MUST BE OBTAINED FROM
 BJ5369'RANDOLOPH W. TAYLOR, DIRECTOR OF AVIATION, SUITE 101 TERMINAL
 BJ5369'BUILDING,
 BJ5369'6001 STAR AND STRIPES BOULEVARD,
 BJ5369'NEW ORLEANS, LA 70126-8008.  PHONE 504 243-4010.  FAX  504 243-9151.
 BJ5369' 
 BJ5369'TO REACH THIS STATION FROM I 10 TAKE EXIT 24O, DOWNMAN ROAD. PROCEED
 BJ5369'NORTH ON DOWNMAN ROAD FOR 1.9 MILES TO STARS AND STRIPES BOULEVARD.
 BJ5369'RIGHT AND IMMEDIATE LEFT IN DRIVE FOR HANGAR 17.  LEFT AND WEST FOR
 BJ5369'0.05
 BJ5369'MILES TO ACCESS GATE TO WEST AIRPORT RAMP AREA.  CONTINUE NORTH
 BJ5369'THROUGH GATE WEST RAMP AREA AND HANGAR 17 ON RIGHT.  CONTINUE NORTH
 BJ5369'ON RAMP AREA TO NORTH/SOUTH PARALLEL TAXIWAY B FOR 18R/36L. 1.4 MILES
 BJ5369'TO
 BJ5369'STATION ON LEFT.
 BJ5369' 
 BJ5369'STATION IS 17.49 FEET WEST OF THE WEST EDGE OF OLD TAXIWAY B, 84.6
 BJ5369'FEET
 BJ5369'SOUTH SOUTHEAST CORNER OF GLIDE SLOPE HOUSE, 62.7 FEET NORTH OF A
 BJ5369'CONCRETE FOUNDATION OF CABLE ACCESS.  AND 33.3 FEET SOUTH OF EAST ASOS
 BJ5369'MONITOR POLE.  STATION IS ON LINE WITH OLD THRESHOLD LIGHT BASE IN OLD
 BJ5369'TAXIWAY B PAVEMENT.  STATION IS A STANDARD NOS ALUMINUM DISK
 BJ5369'STAMPED-- STA C NEW 1992.  STATION IS MOUNTED ON A 42 INCH ALUMINUM
 BJ5369'ROD
 BJ5369'SURROUNDED BY A MASS OF CONCRETE.  THIS STATION HAS BEEN DESIGNATED AS
 BJ5369'A SECONDARY AIRPORT CONTROL STATION SACS.
 BJ5369' 
 BJ5369'
 BJ5369
 BJ5369                          STATION RECOVERY (2003)
 BJ5369
 BJ5369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (LJL)
 BJ5369'RECOVERED AS DESCRIBED.
 BJ5369'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2893 ***********************************************************************
 AU2893  DESIGNATION -  STACK RED BRICK
 AU2893  PID         -  AU2893
 AU2893  STATE/COUNTY-  LA/ST CHARLES
 AU2893  USGS QUAD   -  HAHNVILLE (1995)
 AU2893
 AU2893                         *CURRENT SURVEY CONTROL
 AU2893  ___________________________________________________________________
 AU2893* NAD 83(1992)-  29 55 40.09151(N)    090 22 45.65533(W)     ADJUSTED  
 AU2893* NAVD 88     -                                                        
 AU2893  **This station is located in a subsidence area (see below).
 AU2893  ___________________________________________________________________
 AU2893  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU2893  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AU2893
 AU2893  HORZ ORDER  -  THIRD
 AU2893
 AU2893.The horizontal coordinates were established by classical geodetic methods
 AU2893.and adjusted by the National Geodetic Survey in January 1993..
 AU2893
 AU2893 ** The orthometric height has not been validated since last determined
 AU2893 ** by differential leveling and should not be used for control purposes.
 AU2893 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2893 ** area with valid NAVD 88 orthometric heights.
 AU2893 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2893 ** epoch indicated which incorporates improved geoid heights for the
 AU2893 ** Southern Louisiana Subsidence area.
 AU2893 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2893
 AU2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2893
 AU2893.The geoid height was determined by GEOID03.
 AU2893
 AU2893;                    North         East     Units Scale Factor Converg.
 AU2893;SPC LA S     -   158,647.260 1,092,105.153   MT  0.99992655   +0 28 37.2
 AU2893;SPC LA S     -   520,495.22  3,583,014.99   sFT  0.99992655   +0 28 37.2
 AU2893;UTM  15      - 3,313,673.162   752,983.128   MT  1.00038970   +1 18 29.4
 AU2893
 AU2893                          SUPERSEDED SURVEY CONTROL
 AU2893
 AU2893  NAD 83(1986)-  29 55 40.10782(N)    090 22 45.65576(W) AD(       ) 4
 AU2893  NAD 27      -  29 55 39.36956(N)    090 22 45.36620(W) AD(       ) 3
 AU2893
 AU2893.Superseded values are not recommended for survey control.
 AU2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2893.See file dsdata.txt to determine how the superseded data were derived.
 AU2893
 AU2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5298313673(NAD 83)
 AU2893_MARKER: 63 = STACK
 AU2893
 AU2893  HISTORY     - Date     Condition        Report By
 AU2893  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2893
 AU2893                          STATION DESCRIPTION
 AU2893
 AU2893'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0846 ***********************************************************************
 AT0846  DESIGNATION -  STAKE
 AT0846  PID         -  AT0846
 AT0846  STATE/COUNTY-  LA/ST BERNARD
 AT0846  USGS QUAD   -  STAKE ISLANDS (1951)
 AT0846
 AT0846                         *CURRENT SURVEY CONTROL
 AT0846  ___________________________________________________________________
 AT0846* NAD 83(1992)-  29 41 02.01354(N)    088 55 19.38776(W)     ADJUSTED  
 AT0846* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0846  ___________________________________________________________________
 AT0846  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AT0846  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AT0846
 AT0846  HORZ ORDER  -  SECOND
 AT0846
 AT0846.The horizontal coordinates were established by classical geodetic methods
 AT0846.and adjusted by the National Geodetic Survey in May 1994..
 AT0846
 AT0846.The orthometric height was scaled from a topographic map.
 AT0846
 AT0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0846
 AT0846.The geoid height was determined by GEOID03.
 AT0846
 AT0846;                    North         East     Units Scale Factor Converg.
 AT0846;SPC LA S     -   133,683.767 1,233,358.355   MT  0.99994095   +1 12 20.4
 AT0846;SPC LA S     -   438,594.16  4,046,443.20   sFT  0.99994095   +1 12 20.4
 AT0846;UTM  16      - 3,285,304.105   314,019.923   MT  1.00002679   -0 57 07.6
 AT0846
 AT0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0846!SPC LA S     -   1.00000385  x   0.99994095  =   0.99994480
 AT0846!UTM  16      -   1.00000385  x   1.00002679  =   1.00003064
 AT0846
 AT0846|---------------------------------------------------------------------|
 AT0846| PID    Reference Object                     Distance      Geod. Az  |
 AT0846|                                                           dddmmss.s |
 AT0846| DD8114 STAKE RM 1                           28.560 METERS 07251     |
 AT0846| DD8115 STAKE RM 2                           19.817 METERS 20048     |
 AT0846| DD8113 STAKE AZ MK                                        2153126.0 |
 AT0846|---------------------------------------------------------------------|
 AT0846
 AT0846                          SUPERSEDED SURVEY CONTROL
 AT0846
 AT0846  NAD 83(1992)-  29 41 02.01903(N)    088 55 19.37915(W) AD(       ) 2
 AT0846  NAD 83(1986)-  29 41 02.01850(N)    088 55 19.38182(W) AD(       ) 2
 AT0846  NAD 27      -  29 41 01.29800(N)    088 55 19.26800(W) AD(       ) 2
 AT0846
 AT0846.Superseded values are not recommended for survey control.
 AT0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0846.See file dsdata.txt to determine how the superseded data were derived.
 AT0846
 AT0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT1402085304(NAD 83)
 AT0846_MARKER: DS = TRIANGULATION STATION DISK
 AT0846_SETTING: 0 = UNSPECIFIED SETTING
 AT0846
 AT0846  HISTORY     - Date     Condition        Report By
 AT0846  HISTORY     - 1955     MONUMENTED       CGS
 AT0846  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT0846
 AT0846                          STATION DESCRIPTION
 AT0846
 AT0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0846'THE STATION IS ON THE EAST SIDE OF CHANDELEUR SOUND, ON CHANDELEUR
 AT0846'ISLANDS, APPROXIMATELY
 AT0846'28 MILES SOUTH OF CHANDELEUR LIGHTHOUSE, 1/2 MILE SOUTH
 AT0846'OF A SMALL ISLAND BETWEEN TWO
 AT0846'LARGER ISLANDS AND ABOUT 400 YARDS
 AT0846'SOUTH OF THE NORTH END OF STAKE ISLAND.
 AT0846'
 AT0846'TO REACH BY SKIFF FROM A BOAT ON THE WEST SIDE OF THE ISLAND, ABOUT
 AT0846'1/2 MILE SOUTH OF THE
 AT0846'NORTH END, FOLLOW CHANNEL EASTERLY TO A BAYOU WITH A
 AT0846'CHANNEL GOING LEFT, NORTH.
 AT0846'FOLLOW THIS CHANNEL NORTH ABOUT 100 YARDS
 AT0846'TO A POINT WHERE CHANNEL TURNS RIGHT.  FOLLOW
 AT0846'CHANNEL NORTHEASTERLY
 AT0846'PASSING A SMALL BAYOU ON THE LEFT AND A LARGER ONE ON THE RIGHT.
 AT0846'(THIS CHANNEL
 AT0846'ON THE RIGHT CIRCLES THE BRUSH AROUND THE STATION AND
 AT0846'IS JOINED TO THE BEACH ON THE
 AT0846'EAST SIDE OF THE ISLAND BY A BARREN
 AT0846'SANDY STRIP.) CONTINUE NORTHEASTERLY TO END OF
 AT0846'CHANNEL.  THE END OF
 AT0846'THIS CHANNEL IS SPLIT BY A BRUSHY POINT WHICH PROJECTS INTO THE
 AT0846'WATER.  FROM
 AT0846'HERE, STATION IS APPROXIMATELY 200 FEET SOUTH.
 AT0846'
 AT0846'THE STATION MARK, STAMPED STAKE 1955, IS A STANDARD DISK SET IN THE
 AT0846'TOP OF A 4-INCH SEWER
 AT0846'PIPE FILLED WITH CONCRETE WHICH PROJECTS 18 INCHES.  IT
 AT0846'IS 100 YARDS EAST OF A CHANNEL,
 AT0846'90 YARDS NORTH OF THE SANDY STRIP 50
 AT0846'YARDS WIDE WHICH JOINS THE CHANNEL AND THE BEACH,
 AT0846'50 YARDS SOUTH OF
 AT0846'THE EAST END OF A NARROW CHANNEL AND 45 YARDS WEST OF THE HIGHEST
 AT0846'POINT OF THE
 AT0846'BEACH.
 AT0846'
 AT0846'REFERENCE MARK NO. 1, STAMPED STAKE NO. 1 1955, IS A STANDARD DISK
 AT0846'SET IN THE TOP OF A 4-INCH
 AT0846'SEWER PIPE WHICH PROJECTS 3 FEET.  IT IS 26 YARDS
 AT0846'WEST OF THE HIGHEST POINT OF THE
 AT0846'BEACH AND 30 YARDS SOUTHEAST OF THE
 AT0846'EAST END OF THE NARROW CHANNEL.
 AT0846'
 AT0846'REFERENCE MARK NO. 2, STAMPED STAKE NO. 2 1955, IS A STANDARD DISK
 AT0846'SET IN THE TOP OF A 4-INCH
 AT0846'SEWER PIPE WHICH PROJECTS 3 FEET.  IT IS 68 YARDS
 AT0846'NORTH OF THE NORTH EDGE OF THE
 AT0846'SANDY STRIP AND 35 YARDS WEST OF THE
 AT0846'HIGHEST POINT OF THE BEACH.
 AT0846'
 AT0846'THE AZIMUTH MARK, STAMPED STAKE 1955, IS A STANDARD DISK SET IN THE
 AT0846'TOP OF A 4-INCH SEWER
 AT0846'PIPE WHICH PROJECTS 3 FEET.  IT IS APPROXIMATELY 350
 AT0846'YARDS SOUTH-SOUTHWEST OF THE
 AT0846'STATION, 40 YARDS SOUTHEAST OF THE
 AT0846'SOUTHEAST CORNER OF A BAYOU AND 25 YARDS WEST
 AT0846'OF THE HIGHEST POINT OF
 AT0846'THE BEACH.
 AT0846'
 AT0846'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AT0846
 AT0846                          STATION RECOVERY (1965)
 AT0846
 AT0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT0846'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE AREA HAS CHANGED SO
 AT0846'MUCH THAT SEARCH
 AT0846'WAS DIFFICULT BUT IT IS DOUBTFUL IF ANY OF THE MARKS
 AT0846'STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2142 ***********************************************************************
 CP2142  DESIGNATION -  STAMPLEY CAP
 CP2142  PID         -  CP2142
 CP2142  STATE/COUNTY-  LA/MOREHOUSE
 CP2142  USGS QUAD   -  MER ROUGE (1988)
 CP2142
 CP2142                         *CURRENT SURVEY CONTROL
 CP2142  ___________________________________________________________________
 CP2142* NAD 83(1992)-  32 49 16.95832(N)    091 46 46.83596(W)     ADJUSTED  
 CP2142* NAVD 88     -        27.80   (+/-2cm)      91.2    (feet)  VERTCON   
 CP2142  ___________________________________________________________________
 CP2142  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CP2142  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP2142
 CP2142  HORZ ORDER  -  SECOND
 CP2142  VERT ORDER  -  THIRD ? (See Below)
 CP2142
 CP2142.The horizontal coordinates were established by classical geodetic methods
 CP2142.and adjusted by the National Geodetic Survey in September 1999..
 CP2142
 CP2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2142.The vertical order pertains to the NGVD 29 superseded value.
 CP2142
 CP2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2142
 CP2142.The geoid height was determined by GEOID03.
 CP2142
 CP2142;                    North         East     Units Scale Factor Converg.
 CP2142;SPC LA N     -   257,618.820 1,067,453.978   MT  1.00003894   +0 22 51.0
 CP2142;SPC LA N     -   845,204.41  3,502,138.59   sFT  1.00003894   +0 22 51.0
 CP2142;UTM  15      - 3,632,144.516   614,230.264   MT  0.99976089   +0 39 41.4
 CP2142
 CP2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2142!SPC LA N     -   0.99999970  x   1.00003894  =   1.00003864
 CP2142!UTM  15      -   0.99999970  x   0.99976089  =   0.99976059
 CP2142
 CP2142:                Primary Azimuth Mark                     Grid Az
 CP2142:SPC LA N     -  STAMPLEY CAP                             359 37 09.0
 CP2142:UTM  15      -  STAMPLEY CAP                             359 20 18.6
 CP2142
 CP2142|---------------------------------------------------------------------|
 CP2142| PID    Reference Object                     Distance      Geod. Az  |
 CP2142|                                                           dddmmss.s |
 CP2142| CP2142 STAMPLEY CAP                          0.000 METERS 0000000.0 |
 CP2142| CY5586 STAMPLEY RM 1                        41.233 METERS 06006     |
 CP2142| CY5585 STAMPLEY AZ MK                                     2065302.6 |
 CP2142| CY5587 STAMPLEY RM 2                        36.850 METERS 21259     |
 CP2142|---------------------------------------------------------------------|
 CP2142
 CP2142                          SUPERSEDED SURVEY CONTROL
 CP2142
 CP2142  NAD 83(1992)-  32 49 16.95976(N)    091 46 46.83536(W) AD(       ) 2
 CP2142  NAD 83(1986)-  32 49 16.97074(N)    091 46 46.82921(W) AD(       ) 2
 CP2142  NAD 27      -  32 49 16.49108(N)    091 46 46.38073(W) AD(       ) 2
 CP2142  NGVD 29 (07/19/86)   27.87   (m)           91.4    (f) LEVELING    3  
 CP2142
 CP2142.Superseded values are not recommended for survey control.
 CP2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2142.See file dsdata.txt to determine how the superseded data were derived.
 CP2142
 CP2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1423032145(NAD 83)
 CP2142_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP2142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2142_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2142_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2142
 CP2142  HISTORY     - Date     Condition        Report By
 CP2142  HISTORY     - 1934     MONUMENTED       DOD
 CP2142  HISTORY     - 1970     GOOD             NGS
 CP2142
 CP2142                          STATION DESCRIPTION
 CP2142
 CP2142'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP2142'3.7 MI N FROM MER ROUGE.
 CP2142'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 3.7 MILES NORTH
 CP2142'OF MER ROUGE, AT STAMPLEY COMMUNITY, IN SEC. 8, T-21-N, R-7-E,
 CP2142'MOREHOUSE PARISH, LA.  CAP IS 3 INCHES ABOVE THE GROUND.  IN THE SOUTH
 CP2142'EDGE OF YARD AROUND TENANT HOUSE.  20 FEET NORTH OF WIND-MILL. 74 FEET
 CP2142'WEST OF CENTER LINE OF U.S. HWY. NO. 165.  159 FEET WEST OF THE CENTER
 CP2142'LINE OF RAILROAD CROSSING.  16 FEET EAST OF THE S.E. CORNER OF HOUSE.
 CP2142'206 FEET NORTH OF EAST AND WEST FENCE LINE.
 CP2142
 CP2142                          STATION RECOVERY (1970)
 CP2142
 CP2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CP2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1400 ***********************************************************************
 AT1400  DESIGNATION -  STAN
 AT1400  PID         -  AT1400
 AT1400  STATE/COUNTY-  LA/ORLEANS
 AT1400  USGS QUAD   -  CHALMETTE (1994)
 AT1400
 AT1400                         *CURRENT SURVEY CONTROL
 AT1400  ___________________________________________________________________
 AT1400* NAD 83(1992)-  29 55 08.99237(N)    089 57 15.59588(W)     ADJUSTED  
 AT1400* NAVD 88     -         6.6  **(meters)      22.   **(feet)  VERTCON   
 AT1400  **This station is located in a subsidence area (see below).
 AT1400  ___________________________________________________________________
 AT1400  X           -       4,409.870 (meters)                     COMP
 AT1400  Y           -  -5,532,712.855 (meters)                     COMP
 AT1400  Z           -   3,162,600.597 (meters)                     COMP
 AT1400  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AT1400  ELLIP HEIGHT-         -19.53  (meters)          (01/21/03) GPS OBS
 AT1400  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AT1400
 AT1400  HORZ ORDER  -  FIRST
 AT1400  ELLP ORDER  -  FOURTH    CLASS II
 AT1400
 AT1400.The horizontal coordinates were established by GPS observations
 AT1400.and adjusted by the National Geodetic Survey in January 1993..
 AT1400
 AT1400 ** The orthometric height has not been validated since last determined
 AT1400 ** by differential leveling and should not be used for control purposes.
 AT1400 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1400 ** area with valid NAVD 88 orthometric heights.
 AT1400 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1400 ** epoch indicated which incorporates improved geoid heights for the
 AT1400 ** Southern Louisiana Subsidence area.
 AT1400 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1400
 AT1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1400
 AT1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1400
 AT1400.The ellipsoidal height was determined by GPS observations
 AT1400.and is referenced to NAD 83.
 AT1400
 AT1400.The geoid height was determined by GEOID03.
 AT1400
 AT1400;                    North         East     Units Scale Factor Converg.
 AT1400;SPC LA S     -   158,107.516 1,133,149.426   MT  0.99992676   +0 41 22.3
 AT1400;SPC LA S     -   518,724.41  3,717,674.41   sFT  0.99992676   +0 41 22.3
 AT1400;UTM  16      - 3,313,498.109   214,766.888   MT  1.00060391   -1 28 28.4
 AT1400;UTM  15      - 3,313,728.726   794,055.469   MT  1.00066699   +1 31 12.7
 AT1400
 AT1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1400!SPC LA S     -   1.00000307  x   0.99992676  =   0.99992983
 AT1400!UTM  16      -   1.00000307  x   1.00060391  =   1.00060698
 AT1400!UTM  15      -   1.00000307  x   1.00066699  =   1.00067006
 AT1400
 AT1400                          SUPERSEDED SURVEY CONTROL
 AT1400
 AT1400  ELLIP H (01/21/93)  -19.51   (m)                       GP(       ) 4 2
 AT1400  NAD 83(1986)-  29 55 09.00850(N)    089 57 15.59451(W) AD(       ) 1
 AT1400  NGVD 29 (02/23/90)    6.6    (m)           22.     (f) GPS OBS        
 AT1400
 AT1400.Superseded values are not recommended for survey control.
 AT1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1400.See file dsdata.txt to determine how the superseded data were derived.
 AT1400
 AT1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1476713498(NAD 83)
 AT1400_MARKER: DS = TRIANGULATION STATION DISK
 AT1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1400_SP_SET: CONCRETE POST
 AT1400_STAMPING: STAN OPW 1988
 AT1400_MARK LOGO: LADTD 
 AT1400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AT1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1400+STABILITY: SURFACE MOTION
 AT1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1400+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1989
 AT1400
 AT1400  HISTORY     - Date     Condition        Report By
 AT1400  HISTORY     - 1988     MONUMENTED       LADTD
 AT1400  HISTORY     - 19890120 GOOD
 AT1400
 AT1400                          STATION DESCRIPTION
 AT1400
 AT1400'DESCRIBED BY LA TRANSP AND DEV 1988
 AT1400'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTHEAST OF CHALMETTE,
 AT1400'1.6 KM (1.00 MI) EAST-NORTHEAST OF THE ALGIERS LOCKS, 1.3 KM
 AT1400'(0.80 MI) WEST OF STANTON, ON THE WEST BANK OF THE MISSISSIPPI RIVER.
 AT1400'OWNERSHIP--ORLEANS LEVEE BOARD.
 AT1400'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 406 AND 407
 AT1400'NEAR THE SOUTH END OF THE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL
 AT1400'WATERWAY, GO EAST FOR 2.8 KM (1.75 MI) ON HIGHWAY 406 TO THE STATION
 AT1400'MARK ON THE LEFT, SET ON THE TOP OF THE LEVEE AT A SHELL ROAD CROSSING
 AT1400'THE LEVEE.
 AT1400'THE STATION IS RECESSED 3 CM, 39.6 M (129.9 FT) NORTH FROM THE CENTER
 AT1400'OF THE HIGHWAY, 4.3 M (14.1 FT) WEST FROM THE CENTER OF THE SHELL
 AT1400'ROAD, 4.1 M (13.5 FT) NORTH FROM THE CENTER OF THE LEVEE AT THE
 AT1400'INTERSECTION OF THE SHELL ROAD AND 0.9 M (3.0 FT) EAST FROM A
 AT1400'FIBERGLASS WITNESS POST.
 AT1400
 AT1400                          STATION RECOVERY (1989)
 AT1400
 AT1400'RECOVERED 1989
 AT1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1401 ***********************************************************************
 AT1401  DESIGNATION -  STAN AZ MK
 AT1401  PID         -  AT1401
 AT1401  STATE/COUNTY-  LA/ORLEANS
 AT1401  USGS QUAD   -  CHALMETTE (1994)
 AT1401
 AT1401                         *CURRENT SURVEY CONTROL
 AT1401  ___________________________________________________________________
 AT1401* NAD 83(1992)-  29 55 08.43646(N)    089 57 33.73003(W)     ADJUSTED  
 AT1401* NAVD 88     -         7.   **(meters)      23.   **(feet)  VERTCON   
 AT1401  **This station is located in a subsidence area (see below).
 AT1401  ___________________________________________________________________
 AT1401  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AT1401  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AT1401
 AT1401  HORZ ORDER  -  SECOND
 AT1401
 AT1401.The horizontal coordinates were established by classical geodetic methods
 AT1401.and adjusted by the National Geodetic Survey in January 1993..
 AT1401.No horizontal observational check was made to the station.
 AT1401
 AT1401 ** The orthometric height has not been validated since last determined
 AT1401 ** by differential leveling and should not be used for control purposes.
 AT1401 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1401 ** area with valid NAVD 88 orthometric heights.
 AT1401 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1401 ** epoch indicated which incorporates improved geoid heights for the
 AT1401 ** Southern Louisiana Subsidence area.
 AT1401 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1401
 AT1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1401
 AT1401.The geoid height was determined by GEOID03.
 AT1401
 AT1401;                    North         East     Units Scale Factor Converg.
 AT1401;SPC LA S     -   158,084.559 1,132,663.282   MT  0.99992676   +0 41 13.2
 AT1401;SPC LA S     -   518,649.09  3,716,079.45   sFT  0.99992676   +0 41 13.2
 AT1401;UTM  16      - 3,313,493.522   214,279.893   MT  1.00060735   -1 28 37.4
 AT1401;UTM  15      - 3,313,698.701   793,569.350   MT  1.00066346   +1 31 03.6
 AT1401
 AT1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1401!SPC LA S     -   1.00000299  x   0.99992676  =   0.99992975
 AT1401!UTM  16      -   1.00000299  x   1.00060735  =   1.00061035
 AT1401!UTM  15      -   1.00000299  x   1.00066346  =   1.00066646
 AT1401
 AT1401                          SUPERSEDED SURVEY CONTROL
 AT1401
 AT1401  NAD 83(1986)-  29 55 08.45258(N)    089 57 33.72866(W) AD(       ) 2
 AT1401  NGVD 29 (02/23/90)    7.     (m)           23.     (f) VERT ANG       
 AT1401
 AT1401.Superseded values are not recommended for survey control.
 AT1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1401.See file dsdata.txt to determine how the superseded data were derived.
 AT1401
 AT1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1428013494(NAD 83)
 AT1401_MARKER: DZ = AZIMUTH MARK DISK
 AT1401_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AT1401_SP_SET: PIPELINE FOOTING
 AT1401_STAMPING: STAN OPW 1988
 AT1401_MARK LOGO: LADTD 
 AT1401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1401+STABILITY: SURFACE MOTION
 AT1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1401+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AT1401
 AT1401  HISTORY     - Date     Condition        Report By
 AT1401  HISTORY     - 1988     MONUMENTED       LADTD
 AT1401
 AT1401                          STATION DESCRIPTION
 AT1401
 AT1401'DESCRIBED BY LA TRANSP AND DEV 1988
 AT1401'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTH-SOUTHEAST OF
 AT1401'CHALMETTE, 1.8 KM (1.10 MI) WEST OF STANTON, 1.2 KM (0.75 MI)
 AT1401'EAST-NORTHEAST OF ALGIERS LOCKS, ON THE WEST BANK OF THE MISSISSIPPI
 AT1401'RIVER, AT THE JUNCTION OF STATE HIGHWAY 406 AND THE LEVEE.
 AT1401'OWNERSHIP--ORLEANS LEVEE BOARD.
 AT1401'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 406 AND 407
 AT1401'NEAR THE SOUTH END OF THE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL
 AT1401'WATERWAY, GO EAST FOR 2.4 KM (1.50 MI) ON HIGHWAY 406 TO THE STATION
 AT1401'MARK ON THE LEFT, SET ON TOP OF THE LEVEE IN A DRILL HOLE IN THE
 AT1401'NORTHWEST CORNER OF A CONCRETE FOUNDATION FOR A METAL FLUME FOR A
 AT1401'SEWAGE PIPELINE CROSSING THE RIVER.
 AT1401'THE STATION IS 3.7 M (12.1 FT) WEST OF THE PIPELINE, 1.1 M (3.6 FT)
 AT1401'NORTH OF THE WEST SIDE OF THE FLUM AT THE FLUM DOOR AND 0.3 M
 AT1401'(1.0 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3158 ***********************************************************************
 AU3158  DESIGNATION -  STANDPIPE 1934
 AU3158  PID         -  AU3158
 AU3158  STATE/COUNTY-  LA/TERREBONNE
 AU3158  USGS QUAD   -  HOUMA (1980)
 AU3158
 AU3158                         *CURRENT SURVEY CONTROL
 AU3158  ___________________________________________________________________
 AU3158* NAD 83(1992)-  29 35 39.27201(N)    090 43 16.24166(W)     ADJUSTED  
 AU3158* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 AU3158  **This station is located in a subsidence area (see below).
 AU3158  ___________________________________________________________________
 AU3158  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3158  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AU3158
 AU3158  HORZ ORDER  -  SECOND
 AU3158
 AU3158.The horizontal coordinates were established by classical geodetic methods
 AU3158.and adjusted by the National Geodetic Survey in January 1993..
 AU3158
 AU3158 ** The orthometric height has not been validated since last determined
 AU3158 ** by differential leveling and should not be used for control purposes.
 AU3158 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3158 ** area with valid NAVD 88 orthometric heights.
 AU3158 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3158 ** epoch indicated which incorporates improved geoid heights for the
 AU3158 ** Southern Louisiana Subsidence area.
 AU3158 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3158.The orthometric height was scaled from a topographic map.
 AU3158
 AU3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3158
 AU3158.The geoid height was determined by GEOID03.
 AU3158
 AU3158;                    North         East     Units Scale Factor Converg.
 AU3158;SPC LA S     -   121,449.917 1,059,300.165   MT  0.99995076   +0 18 21.9
 AU3158;SPC LA S     -   398,456.94  3,475,387.29   sFT  0.99995076   +0 18 21.9
 AU3158;UTM  15      - 3,275,993.768   720,705.711   MT  1.00020107   +1 07 33.1
 AU3158
 AU3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3158!SPC LA S     -   1.00000336  x   0.99995076  =   0.99995412
 AU3158!UTM  15      -   1.00000336  x   1.00020107  =   1.00020443
 AU3158
 AU3158:                Primary Azimuth Mark                     Grid Az
 AU3158:SPC LA S     -  HOUMA                                    290 53 19.9
 AU3158:UTM  15      -  HOUMA                                    290 04 08.7
 AU3158
 AU3158|---------------------------------------------------------------------|
 AU3158| PID    Reference Object                     Distance      Geod. Az  |
 AU3158|                                                           dddmmss.s |
 AU3158| AU3161 HOUMA                               APPROX. 0.9 KM 2911141.8 |
 AU3158|---------------------------------------------------------------------|
 AU3158
 AU3158                          SUPERSEDED SURVEY CONTROL
 AU3158
 AU3158  NAD 83(1986)-  29 35 39.29500(N)    090 43 16.24312(W) AD(       ) 2
 AU3158  NAD 27      -  29 35 38.52465(N)    090 43 15.91805(W) AD(       ) 2
 AU3158
 AU3158.Superseded values are not recommended for survey control.
 AU3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3158.See file dsdata.txt to determine how the superseded data were derived.
 AU3158
 AU3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2070675994(NAD 83)
 AU3158_MARKER: 52 = STANDPIPE TANK
 AU3158
 AU3158  HISTORY     - Date     Condition        Report By
 AU3158  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU3158  HISTORY     - 1947     GOOD             CGS
 AU3158  HISTORY     - 1948     GOOD             CGS
 AU3158
 AU3158                          STATION DESCRIPTION
 AU3158
 AU3158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU3158'IN THE SE PART OF THE TOWN OF HOUMA, ON PROPERTY BELONGING
 AU3158'TO THE CITY OF HOUMA, IN THE NW CORNER OF A VACANT LOT, S
 AU3158'OF WOOD STREET, E OF ROOSEVELT STREET AND JUST W OF THE
 AU3158'CITY FIRE ENGINE HOUSE.
 AU3158'
 AU3158'THE STATION IS MARKED BY A GALVANIZED-IRON STANDPIPE SUPPORTED
 AU3158'ON A BRICK CYLINDRICAL TOWER, THE WHOLE BEING 125 FEET IN
 AU3158'HEIGHT AND THE TOP BEING 10 FEET IN DIAMETER, AND HAVING A
 AU3158'6-INCH SQUARE AIR HOLE WITH AN UPTURNED FLANGE WHICH WAS
 AU3158'USED AS THE CENTER.
 AU3158'
 AU3158'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 AU3158
 AU3158                          STATION RECOVERY (1947)
 AU3158
 AU3158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU3158'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 AU3158
 AU3158                          STATION RECOVERY (1948)
 AU3158
 AU3158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3158'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3059 ***********************************************************************
 BX3059  DESIGNATION -  STANLEY
 BX3059  PID         -  BX3059
 BX3059  STATE/COUNTY-  LA/DE SOTO
 BX3059  USGS QUAD   -  LOGANSPORT EAST (1984)
 BX3059
 BX3059                         *CURRENT SURVEY CONTROL
 BX3059  ___________________________________________________________________
 BX3059* NAD 83(1992)-  31 57 47.07042(N)    093 53 33.89478(W)     ADJUSTED  
 BX3059* NAVD 88     -        96.9    (meters)     318.     (feet)  VERTCON   
 BX3059  ___________________________________________________________________
 BX3059  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BX3059  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX3059
 BX3059  HORZ ORDER  -  SECOND
 BX3059
 BX3059.The horizontal coordinates were established by classical geodetic methods
 BX3059.and adjusted by the National Geodetic Survey in February 1996..
 BX3059
 BX3059.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3059
 BX3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3059
 BX3059.The geoid height was determined by GEOID03.
 BX3059
 BX3059;                    North         East     Units Scale Factor Converg.
 BX3059;SPC LA N     -   163,064.230   868,356.907   MT  0.99991505   -0 44 10.8
 BX3059;SPC LA N     -   534,986.56  2,848,934.29   sFT  0.99991505   -0 44 10.8
 BX3059;UTM  15      - 3,536,690.795   415,639.839   MT  0.99968777   -0 28 21.4
 BX3059
 BX3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3059!SPC LA N     -   0.99998882  x   0.99991505  =   0.99990387
 BX3059!UTM  15      -   0.99998882  x   0.99968777  =   0.99967659
 BX3059
 BX3059:                Primary Azimuth Mark                     Grid Az
 BX3059:SPC LA N     -  HUNTER LOOKOUT TOWER                     134 47 20.6
 BX3059:UTM  15      -  HUNTER LOOKOUT TOWER                     134 31 31.2
 BX3059
 BX3059|---------------------------------------------------------------------|
 BX3059| PID    Reference Object                     Distance      Geod. Az  |
 BX3059|                                                           dddmmss.s |
 BX3059| BX3051 HUNTER LOOKOUT TOWER                APPROX. 5.5 KM 1340309.8 |
 BX3059| CV8414 STANLEY RM 1                         26.899 METERS 16716     |
 BX3059| CV8413 STANLEY AZ MK                                      2454719.0 |
 BX3059| CV8415 STANLEY RM 2                         41.834 METERS 26802     |
 BX3059|---------------------------------------------------------------------|
 BX3059
 BX3059                          SUPERSEDED SURVEY CONTROL
 BX3059
 BX3059  NAD 83(1992)-  31 57 47.07178(N)    093 53 33.89268(W) AD(       ) 2
 BX3059  NAD 83(1986)-  31 57 47.07892(N)    093 53 33.89106(W) AD(       ) 2
 BX3059  NAD 27      -  31 57 46.47894(N)    093 53 33.21451(W) AD(       ) 2
 BX3059  NGVD 29 (07/19/86)   97.0    (m)          318.     (f) VERT ANG       
 BX3059
 BX3059.Superseded values are not recommended for survey control.
 BX3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3059.See file dsdata.txt to determine how the superseded data were derived.
 BX3059
 BX3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR1564036691(NAD 83)
 BX3059_MARKER: DS = TRIANGULATION STATION DISK
 BX3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3059
 BX3059  HISTORY     - Date     Condition        Report By
 BX3059  HISTORY     - 1969     MONUMENTED       CGS
 BX3059  HISTORY     - 19970208 GOOD             USPSQD
 BX3059
 BX3059                          STATION DESCRIPTION
 BX3059
 BX3059'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX3059'THE STATION IS 11 MILES SOUTHWEST OF MANSFIELD, 6 MILES
 BX3059'EAST-SOUTHEAST OF LOGANSPORT AND IN THE SMALL TOWN OF STANLEY,
 BX3059'ON PROPERTY OWNED BY MR. PETE LILES.
 BX3059'
 BX3059'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 BX3059'171 NEAR THE SOUTHWEST PART OF MANSFIELD, WHERE HIGHWAY 171 GOES
 BX3059'SOUTH, GO WESTERLY ON HIGHWAY 84 FOR 12.6 MILES TO THE TOWN OF
 BX3059'STANLEY, A GULF STATION AND GROCERY STORE ON THE LEFT AND
 BX3059'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE
 BX3059'DRIVEWAY AND ACROSS A YARD FOR 100 FEET TO A BOARD GATE.  PASS
 BX3059'THROUGH THE GATE, TURN RIGHT AND GO NORTHERLY PASSING TO THE
 BX3059'EAST OF A BARN FOR ABOUT 0.05 MILE TO THE STATION ON THE LEFT.
 BX3059'
 BX3059'THE STATION MARK IS A STANDARD DISK STAMPED STANLEY 1969, SET IN
 BX3059'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3059'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 271 FEET
 BX3059'WEST-SOUTHWEST OF A POWER POLE, 188 FEET NORTHWEST OF A 36-INCH
 BX3059'OAK TREE, 89.5 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 BX3059'THE BARN AND 2.8 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 BX3059'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 BX3059'INCHES BELOW THE SURFACE OF THE GROUND.
 BX3059'
 BX3059'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED STANLEY NO 1 1969,
 BX3059'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX3059'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 17.5
 BX3059'FEET WEST OF THE NORTHWEST CORNER OF THE BARN AND 1 FOOT NORTH
 BX3059'OF THE NORTH PLANE OF THE BARN.
 BX3059'
 BX3059'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED STANLEY NO 2
 BX3059'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX3059'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BX3059'92.5 FEET NORTH-NORTHEAST OF A POWER POLE, 16 FEET EAST OF THE
 BX3059'CENTER OF A GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 BX3059'
 BX3059'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STANLEY 1969, SET IN
 BX3059'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3059'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 62 FEET
 BX3059'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A BRICK SCHOOL
 BX3059'BUILDING, 61 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 36 FEET
 BX3059'WEST OF THE CENTER OF A CATTLE GUARD, 2 FEET EAST OF A METAL
 BX3059'WITNESS POST AND 1 FOOT NORTH OF A POWER POLE WITH TRANSFORMER.
 BX3059'
 BX3059'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY MENTIONED ABOVE,
 BX3059'GO WESTERLY ON HIGHWAY 84 FOR 0.4 MILE TO THE STANLEY SCHOOL
 BX3059'AND AZIMUTH MARK ON THE LEFT.
 BX3059'
 BX3059'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 BX3059
 BX3059                          STATION RECOVERY (1997)
 BX3059
 BX3059'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX3059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2403 ***********************************************************************
 AU2403  DESIGNATION -  STANLEY 1933
 AU2403  PID         -  AU2403
 AU2403  STATE/COUNTY-  LA/ST MARY
 AU2403  USGS QUAD   -  BELLE ISLE (1994)
 AU2403
 AU2403                         *CURRENT SURVEY CONTROL
 AU2403  ___________________________________________________________________
 AU2403* NAD 83(1992)-  29 31 08.87475(N)    091 25 35.93488(W)     ADJUSTED  
 AU2403* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AU2403  ___________________________________________________________________
 AU2403  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU2403  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AU2403
 AU2403  HORZ ORDER  -  THIRD
 AU2403
 AU2403.The horizontal coordinates were established by classical geodetic methods
 AU2403.and adjusted by the National Geodetic Survey in January 1993..
 AU2403
 AU2403.The orthometric height was scaled from a topographic map.
 AU2403
 AU2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2403
 AU2403.The geoid height was determined by GEOID03.
 AU2403
 AU2403;                    North         East     Units Scale Factor Converg.
 AU2403;SPC LA S     -   112,969.965   990,953.624   MT  0.99996085   -0 02 48.0
 AU2403;SPC LA S     -   370,635.63  3,251,153.68   sFT  0.99996085   -0 02 48.0
 AU2403;UTM  15      - 3,266,534.918   652,482.278   MT  0.99988689   +0 46 31.3
 AU2403
 AU2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2403!SPC LA S     -   1.00000365  x   0.99996085  =   0.99996450
 AU2403!UTM  15      -   1.00000365  x   0.99988689  =   0.99989054
 AU2403
 AU2403|---------------------------------------------------------------------|
 AU2403| PID    Reference Object                     Distance      Geod. Az  |
 AU2403|                                                           dddmmss.s |
 AU2403| AU2401 STANLEY 2                            76.691 METERS 05326     |
 AU2403| AU2558 UNITED GAS PIPELINE CO LIGHT G      APPROX. 9.4 KM 2570525.3 |
 AU2403|---------------------------------------------------------------------|
 AU2403
 AU2403                          SUPERSEDED SURVEY CONTROL
 AU2403
 AU2403  NAD 83(1986)-  29 31 08.89858(N)    091 25 35.93299(W) AD(       ) 3
 AU2403  NAD 27      -  29 31 08.12300(N)    091 25 35.53600(W) AD(       ) 3
 AU2403
 AU2403.Superseded values are not recommended for survey control.
 AU2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2403.See file dsdata.txt to determine how the superseded data were derived.
 AU2403
 AU2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5248266535(NAD 83)
 AU2403_MARKER: DS = TRIANGULATION STATION DISK
 AU2403_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2403_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2403
 AU2403  HISTORY     - Date     Condition        Report By
 AU2403  HISTORY     - 1933     MONUMENTED       CGS
 AU2403  HISTORY     - 1934     GOOD             CGS
 AU2403  HISTORY     - 1948     MARK NOT FOUND   CGS
 AU2403  HISTORY     - 1955     GOOD             CGS
 AU2403  HISTORY     - 1960     MARK NOT FOUND   CGS
 AU2403  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2403
 AU2403                          STATION DESCRIPTION
 AU2403
 AU2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2403'LOCATED ON BELL ISLE POINT-ON THE EAST SIDE OF THE ENTRANCE
 AU2403'TO WAX LAKE PASS,-ON THE SOUTH SIDE OF THE POINT IN THE
 AU2403'MARSH 85 METERS BEHIND THE BEACH.
 AU2403'
 AU2403'BOTH R.M.S ARE IN MARSH AND BOTH CAST AROUND 2X4 CYPRESS STAKES.
 AU2403'
 AU2403'HEIGHT OF SIGNAL ABOVE STATION MARK 4 METERS.
 AU2403
 AU2403                          STATION RECOVERY (1934)
 AU2403
 AU2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2403'THIS STATION WAS RECOVERED IN GOOD CONDITION FROM THE ORIGINAL
 AU2403'DESCRIPTION.  THE SIGNAL BUILT OVER STATION IN 1933 WAS
 AU2403'STILL STANDING.
 AU2403'
 AU2403'THIS STATION IS LOCATED ON BELL ISLE POINT ON THE EAST SIDE
 AU2403'OF WAX LAKE PASS AND THE SOUTH SIDE OF THE POINT.  IT IS 63
 AU2403'METERS NORTH OF THE HIGH WATER OF ATCHAFALAYA BAY AND ABOUT
 AU2403'1260 METERS SOUTH OF A SMALL SHELL BEACH ON WHICH THERE
 AU2403'ARE A FEW LIVE OAK TREES GROWING, THE DISTANCE BEING MEASURED
 AU2403'ALONG THE SHORE LINE.
 AU2403'
 AU2403'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AND
 AU2403'THE DISTANCE TO IT VERIFIED BUT THE DIRECTION SHOWN TO IT
 AU2403'WAS 180 DEG IN ERROR.  R.M. NO. 1 WAS SEARCHED FOR DILIGENTLY
 AU2403'BUT COULD NOT BE FOUND.
 AU2403
 AU2403                          STATION RECOVERY (1948)
 AU2403
 AU2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2403'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  HIGH WATER
 AU2403'AND THICK MARSH WAS PREVALENT AT THE TIME OF THE SEARCH.
 AU2403
 AU2403                          STATION RECOVERY (1955)
 AU2403
 AU2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2403'STATION RECOVERED.  NEITHER REFERENCE MARK COULD BE FOUND.
 AU2403'STATION IS NOW IN 1 FT. OF WATER, 56 FT. FROM THE HIGH WATER
 AU2403'MARK, AND WILL PROBABLY SOON BE WASHED OUT.
 AU2403
 AU2403                          STATION RECOVERY (1960)
 AU2403
 AU2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2403'STATION REPORTED IN 1955 AS BEING 56 FEET OUT IN THE BAY.
 AU2403'THE MARK COULD NOT BE SEEN IN THE AREA.  IT HAS PROBABLY
 AU2403'TOPPLED OVER AND IS NOW UNDER WATER.  THE R.M.S COULD NOT
 AU2403'BE FOUND.
 AU2403
 AU2403                          STATION RECOVERY (1961)
 AU2403
 AU2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2403'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN POOR
 AU2403'CONDITION.  THE SHORELINE HAS ERODED AWAY AND THE STATION
 AU2403'IS ABOUT 100 FEET OFFSHORE.  ALL MARKS WILL PROBABLY BE
 AU2403'WASHED OUT IN A FEW YEARS.
 AU2403'
 AU2403'A NEW STATION, STANLEY 2 1961 AND TWO NEW REFERENCE MARKS
 AU2403'WERE ESTABLISHED ABOUT 250 FEET NORTHEAST OF THE OLD MARK.
 AU2403'THE OLD MARKS WERE NOT DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2401 ***********************************************************************
 AU2401  DESIGNATION -  STANLEY 2
 AU2401  PID         -  AU2401
 AU2401  STATE/COUNTY-  LA/ST MARY
 AU2401  USGS QUAD   -  BELLE ISLE (1994)
 AU2401
 AU2401                         *CURRENT SURVEY CONTROL
 AU2401  ___________________________________________________________________
 AU2401* NAD 83(1992)-  29 31 10.35875(N)    091 25 33.64772(W)     ADJUSTED  
 AU2401* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AU2401  ___________________________________________________________________
 AU2401  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU2401  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AU2401
 AU2401  HORZ ORDER  -  THIRD
 AU2401
 AU2401.The horizontal coordinates were established by classical geodetic methods
 AU2401.and adjusted by the National Geodetic Survey in January 1993..
 AU2401
 AU2401.The orthometric height was scaled from a topographic map.
 AU2401
 AU2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2401
 AU2401.The geoid height was determined by GEOID03.
 AU2401
 AU2401;                    North         East     Units Scale Factor Converg.
 AU2401;SPC LA S     -   113,015.606   991,015.252   MT  0.99996079   -0 02 46.8
 AU2401;SPC LA S     -   370,785.37  3,251,355.87   sFT  0.99996079   -0 02 46.8
 AU2401;UTM  15      - 3,266,581.435   652,543.240   MT  0.99988712   +0 46 32.5
 AU2401
 AU2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2401!SPC LA S     -   1.00000365  x   0.99996079  =   0.99996444
 AU2401!UTM  15      -   1.00000365  x   0.99988712  =   0.99989077
 AU2401
 AU2401|---------------------------------------------------------------------|
 AU2401| PID    Reference Object                     Distance      Geod. Az  |
 AU2401|                                                           dddmmss.s |
 AU2401| CV9427 STANLEY 2 RM 4                       25.899 METERS 12700     |
 AU2401| AU2403 STANLEY 1933                         76.691 METERS 23326     |
 AU2401| CV9426 STANLEY 2 RM 3                       22.708 METERS 23812     |
 AU2401| AU2558 UNITED GAS PIPELINE CO LIGHT G      APPROX. 9.4 KM 2565412.8 |
 AU2401|---------------------------------------------------------------------|
 AU2401
 AU2401                          SUPERSEDED SURVEY CONTROL
 AU2401
 AU2401  NAD 83(1986)-  29 31 10.38258(N)    091 25 33.64583(W) AD(       ) 3
 AU2401  NAD 27      -  29 31 09.60700(N)    091 25 33.24900(W) AD(       ) 3
 AU2401
 AU2401.Superseded values are not recommended for survey control.
 AU2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2401.See file dsdata.txt to determine how the superseded data were derived.
 AU2401
 AU2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5254366581(NAD 83)
 AU2401_MARKER: DS = TRIANGULATION STATION DISK
 AU2401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2401_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2401
 AU2401  HISTORY     - Date     Condition        Report By
 AU2401  HISTORY     - 1961     MONUMENTED       CGS
 AU2401
 AU2401                          STATION DESCRIPTION
 AU2401
 AU2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2401'THE STATION IS LOCATED ABOUT 15 MILES SOUTH SOUTHWEST OF MORGAN
 AU2401'CITY AND ABOUT 1-1/2 MILES SOUTHWEST OF BELLE ISLE ON THE
 AU2401'NORTH SHORE OF ATCHAFALAYA BAY.  IT IS ABOUT 140 FEET NORTH
 AU2401'NORTHEAST OF THE SHORELINE ON A SPOIL BANK WITH MYRTLE BUSHES
 AU2401'AND ABOUT 40 FEET SOUTH OF AN OLD CANAL.  THE STATION IS
 AU2401'MARKED BY A STANDARD DISK STAMPED STANLEY 2 1961 CLAMPED TO
 AU2401'THE TOP OF A 5/8 INCH COPPER ROD.  THE TOP PORTION OF THE
 AU2401'MARK IS ENCASED IN A 5 FOOT SECTION OF 6 INCH ORANGEBURG
 AU2401'PIPE FILLED WITH CONCRETE.  THE STATION PROJECTS 2 FEET
 AU2401'ABOVE THE GROUND.
 AU2401'
 AU2401'R.M. 3 IS SOUTHWEST OF THE STATION AND ABOUT 71 FEET NORTHEAST
 AU2401'OF THE HIGH WATER LINE BETWEEN THE STATION AND THE SHORELINE.
 AU2401'IT IS IN AN OPEN MARSHY AREA USUALLY COVERED BY WATER AND
 AU2401'SURROUNDED BY MARSH GRASS.  IT IS MARKED BY A STANDARD DISK
 AU2401'STAMPED STANLEY 2 NO 3 1961, BRAZED IN THE TOP OF A 2-1/2
 AU2401'INCH CAST IRON PIPE WHICH PROJECTS 3 FEET ABOVE THE MARSH.
 AU2401'THE CAST IRON PIPE WAS DRIVEN INTO THE MARSH 7 FEET AND
 AU2401'ENCASED IN A MASS OF CONCRETE.
 AU2401'
 AU2401'R.M. 4 IS SOUTHEAST OF THE STATION AND ABOUT 150 FEET NORTH
 AU2401'NORTHEAST OF THE HIGH WATER LINE.  IT IS ON A SPOIL BANK
 AU2401'ABOUT 31.0 FEET WEST OF A 4 PRONGED 10 INCH ELM TREE AND
 AU2401'ABOUT 30 FEET SOUTH OF AN OLD CANAL.  IT IS MARKED BY A
 AU2401'STANDARD DISK STAMPED STANLEY 2 NO 4 1961 BRAZED IN THE
 AU2401'TOP OF A 2-1/2 INCH CAST IRON PIPE WHICH PROJECTS 2-1/2 FEET
 AU2401'ABOVE THE GROUND.  THE CAST IRON PIPE WAS DRIVEN INTO THE
 AU2401'GROUND 7-1/2 FEET AND ENCASED IN A MASS OF CONCRETE.
 AU2401'
 AU2401'STATION CAN BE REACHED ONLY BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0477 ***********************************************************************
 BX0477  DESIGNATION -  STAPLETON AZ MK
 BX0477  PID         -  BX0477
 BX0477  STATE/COUNTY-  LA/LA SALLE
 BX0477  USGS QUAD   -  NICKEL (1984)
 BX0477
 BX0477                         *CURRENT SURVEY CONTROL
 BX0477  ___________________________________________________________________
 BX0477* NAD 83(1986)-  31 51 32.     (N)    092 02 13.     (W)     SCALED    
 BX0477* NAVD 88     -        63.41   (+/-2cm)     208.0    (feet)  VERTCON   
 BX0477  ___________________________________________________________________
 BX0477  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0477
 BX0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0477
 BX0477.The horizontal coordinates were scaled from a topographic map and have
 BX0477.an estimated accuracy of +/- 6 seconds.
 BX0477
 BX0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0477.The vertical order pertains to the NGVD 29 superseded value.
 BX0477
 BX0477.The geoid height was determined by GEOID03.
 BX0477
 BX0477;                    North         East    Units  Estimated Accuracy
 BX0477;SPC LA N     -   150,760.    1,043,820.      MT  (+/- 180 meters Scaled)
 BX0477
 BX0477                          SUPERSEDED SURVEY CONTROL
 BX0477
 BX0477  NGVD 29 (??/??/??)   63.404  (m)          208.02   (f) ADJUSTED    2 0
 BX0477
 BX0477.Superseded values are not recommended for survey control.
 BX0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0477.See file dsdata.txt to determine how the superseded data were derived.
 BX0477
 BX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR911251(NAD 83)
 BX0477_MARKER: DZ = AZIMUTH MARK DISK
 BX0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0477_STAMPING: STAPLETON 1941
 BX0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0477+STABILITY: SURFACE MOTION
 BX0477
 BX0477  HISTORY     - Date     Condition        Report By
 BX0477  HISTORY     - 1941     MONUMENTED       CGS
 BX0477  HISTORY     - 1950     GOOD             CGS
 BX0477
 BX0477                          STATION DESCRIPTION
 BX0477
 BX0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0477'3.4 MI SW FROM ROSEFIELD.
 BX0477'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0477'ROSEFIELD, THENCE 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 112, AT A
 BX0477'POINT WHERE A POWER LINE CROSSES THE HIGHWAY, 210 FEET NORTH OF A
 BX0477'JUNCTION WITH A ROAD LEADING WEST, 30 FEET NORTH OF THE POWER LINE, 35
 BX0477'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE,
 BX0477'1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0477'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3640 ***********************************************************************
 BJ3640  DESIGNATION -  STAR
 BJ3640  PID         -  BJ3640
 BJ3640  STATE/COUNTY-  LA/ST HELENA
 BJ3640  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3640
 BJ3640                         *CURRENT SURVEY CONTROL
 BJ3640  ___________________________________________________________________
 BJ3640* NAD 83(1992)-  30 48 19.53308(N)    090 47 43.41406(W)     ADJUSTED  
 BJ3640* NAVD 88     -        65.820  (meters)     215.94   (feet)  ADJUSTED  
 BJ3640  ___________________________________________________________________
 BJ3640  X           -     -76,115.218 (meters)                     COMP
 BJ3640  Y           -  -5,482,574.941 (meters)                     COMP
 BJ3640  Z           -   3,247,403.621 (meters)                     COMP
 BJ3640  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ3640  ELLIP HEIGHT-          38.57  (meters)          (02/21/02) GPS OBS
 BJ3640  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3640  DYNAMIC HT  -          65.735 (meters)     215.67  (feet)  COMP
 BJ3640  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3640
 BJ3640  HORZ ORDER  -  FIRST
 BJ3640  VERT ORDER  -  SECOND    CLASS I
 BJ3640  ELLP ORDER  -  FOURTH    CLASS I
 BJ3640
 BJ3640.The horizontal coordinates were established by GPS observations
 BJ3640.and adjusted by the National Geodetic Survey in May 1994..
 BJ3640
 BJ3640.The orthometric height was determined by differential leveling
 BJ3640.and adjusted by the National Geodetic Survey in February 1994..
 BJ3640
 BJ3640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3640
 BJ3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3640
 BJ3640.The ellipsoidal height was determined by GPS observations
 BJ3640.and is referenced to NAD 83.
 BJ3640
 BJ3640.The geoid height was determined by GEOID03.
 BJ3640
 BJ3640.The dynamic height is computed by dividing the NAVD 88
 BJ3640.geopotential number by the normal gravity value computed on the
 BJ3640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3640.degrees latitude (g = 980.6199 gals.).
 BJ3640
 BJ3640.The modeled gravity was interpolated from observed gravity values.
 BJ3640
 BJ3640;                    North         East     Units Scale Factor Converg.
 BJ3640;SPC LA S     -   255,672.464 1,051,480.686   MT  1.00002412   +0 16 08.3
 BJ3640;SPC LA S     -   838,818.74  3,449,732.88   sFT  1.00002412   +0 16 08.3
 BJ3640;UTM  15      - 3,410,117.286   710,916.218   MT  1.00014879   +1 07 46.0
 BJ3640
 BJ3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3640!SPC LA S     -   0.99999394  x   1.00002412  =   1.00001806
 BJ3640!UTM  15      -   0.99999394  x   1.00014879  =   1.00014273
 BJ3640
 BJ3640|---------------------------------------------------------------------|
 BJ3640| PID    Reference Object                     Distance      Geod. Az  |
 BJ3640|                                                           dddmmss.s |
 BJ3640| BJ3638 STAR AZ MK                          194.196 METERS 06758     |
 BJ3640| BJ3639 STAR RM 1                            22.820 METERS 15345     |
 BJ3640| BJ3641 STAR RM 2                            22.765 METERS 26851     |
 BJ3640|---------------------------------------------------------------------|
 BJ3640
 BJ3640                          SUPERSEDED SURVEY CONTROL
 BJ3640
 BJ3640  ELLIP H (05/13/94)   38.65   (m)                       GP(       ) 4 1
 BJ3640  NAD 83(1992)-  30 48 19.53354(N)    090 47 43.41393(W) AD(       ) 1
 BJ3640  ELLIP H (01/21/93)   38.66   (m)                       GP(       ) 4 2
 BJ3640  NAD 83(1986)-  30 48 19.55109(N)    090 47 43.41044(W) AD(       ) 1
 BJ3640  NGVD 29 (06/20/87)   65.84   (m)          216.0    (f) LEVELING    3  
 BJ3640
 BJ3640.Superseded values are not recommended for survey control.
 BJ3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3640.See file dsdata.txt to determine how the superseded data were derived.
 BJ3640
 BJ3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1091610117(NAD 83)
 BJ3640_MARKER: DS = TRIANGULATION STATION DISK
 BJ3640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3640_SP_SET: CONCRETE POST
 BJ3640_STAMPING: STAR 1985
 BJ3640_MARK LOGO: LADH  
 BJ3640_PROJECTION: FLUSH
 BJ3640_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3640+STABILITY: SURFACE MOTION
 BJ3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3640+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BJ3640
 BJ3640  HISTORY     - Date     Condition        Report By
 BJ3640  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3640  HISTORY     - 1985     GOOD             LADTD
 BJ3640
 BJ3640                          STATION DESCRIPTION
 BJ3640
 BJ3640'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 BJ3640'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 10, T3S,
 BJ3640'R4E.  OWNERSHIP-- INTERNATIONAL PAPER COMPANY, POST OFFICE BOX 17770,
 BJ3640'TRACE TOWN STATION NATCHEZ, MISSISSIPPI 39120.
 BJ3640'
 BJ3640'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, GO WEST ON
 BJ3640'STATE HIGHWAY 10 FOR ABOUT 12.2 KM (7.6 MI) TO THE JUNCTION WITH
 BJ3640'STATE HIGHWAY 448, THENCE SOUTH (LEFT) ON HIGHWAY 448 FOR 5.3 KM (3.3
 BJ3640'MI) TO THE JUNCTION WITH A GRAVEL ROAD, THENCE EAST (LEFT) ON THE
 BJ3640'GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE JUNCTION WITH A BLACKTOP ROAD,
 BJ3640'THENCE SOUTH (RIGHT) ON THE BLACKTOP ROAD FOR 3.3 KM (2.05 MI) TO THE
 BJ3640'JUNCTION WITH ANOTHER BLACKTOP ROAD, THENCE WEST (RIGHT) ON THE
 BJ3640'BLACKTOP ROAD FOR 2.0 KM (1.25 MI) TO THE JUNCTION WITH A GRAVEL
 BJ3640'T-ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD FOR 1.4 KM (0.9 MI) TO
 BJ3640'THE JUNCTION WITH ANOTHER GRAVEL T-ROAD, THENCE WEST (RIGHT) ON THE
 BJ3640'GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE STATION MARK ON THE RIGHT.
 BJ3640'
 BJ3640'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3640'DISK STAMPED---STAR 1985---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3640'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ3640'41.5 METERS (136 FEET) W FROM A 10-INCH WHITE OAK TREE, 24.4 METERS
 BJ3640'(80 FEET) NE FROM THE CENTER OF A GRAVEL ROAD, AND 3 METERS (9.8
 BJ3640'FEET) SW FROM A METAL WITNESS POST AND SIGN.
 BJ3640'
 BJ3640'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3640'DEVELOPMENT DISK STAMPED---STAR 1985---SET INTO AN IRREGULAR MASS
 BJ3640'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3640'
 BJ3640'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3640'DEVELOPMENT DISK STAMPED---STAR RM 1 1985---SET INTO THE TOP OF A
 BJ3640'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3640'GROUND LOCATED 37.8 METERS (124 FEET) WSW FROM A 10-INCH WHITE OAK
 BJ3640'TREE, 13.1 METERS (43 FEET) NE FROM THE CENTER OF THE GRAVEL ROAD,
 BJ3640'AND 0.9 METER (3 FEET) SW FROM A METAL WITNESS POST AND SIGN.
 BJ3640'
 BJ3640'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3640'DEVELOPMENT DISK STAMPED---STAR RM 2 1985---SET INTO THE TOP OF A
 BJ3640'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 3 CM
 BJ3640'(1 INCH) ABOVE THE GROUND LOCATED 13.1 METERS (43 FEET) NE FROM THE
 BJ3640'CENTER OF THE GRAVEL ROAD AND 0.9 METER (3 FEET) SW FROM A METAL
 BJ3640'WITNESS POST AND SIGN.
 BJ3640'
 BJ3640'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3640'DISK STAMPED---STAR AZ MK 1985---SET INTO THE TOP OF A ROUND
 BJ3640'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3640'LOCATED 18 METERS (59 FEET) N FROM A 14-INCH PINE TREE, 8.7 METERS
 BJ3640'(28.5 FEET) E FROM THE CENTER OF THE GRAVEL ROAD, AND 0.6 METER (2
 BJ3640'FEET) W FROM A METAL WITNESS POST AND SIGN.
 BJ3640'
 BJ3640'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ON THE GRAVEL
 BJ3640'ROAD FOR 0.2 KM (0.1 MI) TO A GRAVEL T-ROAD, THENCE NORTH (LEFT) FOR
 BJ3640'0.2 KM (0.1 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 BJ3640
 BJ3640                          STATION RECOVERY (1985)
 BJ3640
 BJ3640'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3640'28.2 KM (17.5 MI) WEST FROM GREENSBURG.
 BJ3640'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3640'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3640'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3640'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3640'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3640'ROAD FOR 3.3 KM (2.05 MI) TO THE JUNCTION WITH ANOTHER BLACKTOP ROAD,
 BJ3640'THENCE WEST (RIGHT) ON THE BLACKTOP ROAD FOR 2 KM (1.25 MI) TO THE
 BJ3640'JUNCTION WITH A GRAVEL T-ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD
 BJ3640'FOR 1.4 KM (0.9 MI) TO THE JUNCTION WITH ANOTHER GRAVEL T-ROAD, THENCE
 BJ3640'WEST (RIGHT) ON THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE STATION
 BJ3640'MARK ON THE RIGHT, 41.5 METERS (136 FT) WEST OF A 10-INCH WHITE OAK
 BJ3640'TREE, AND 24.4 METERS (80 FT) NORTHEAST OF THE CENTER OF A GRAVEL
 BJ3640'ROAD.
 BJ3640'THE MARK IS 3.05 METERS  W FROM A WITNESS POST.
 BJ3640'THE MARK IS 1.22 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3638 ***********************************************************************
 BJ3638  DESIGNATION -  STAR AZ MK
 BJ3638  PID         -  BJ3638
 BJ3638  STATE/COUNTY-  LA/ST HELENA
 BJ3638  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3638
 BJ3638                         *CURRENT SURVEY CONTROL
 BJ3638  ___________________________________________________________________
 BJ3638* NAD 83(1992)-  30 48 21.89808(N)    090 47 36.64194(W)     ADJUSTED  
 BJ3638* NAVD 88     -        69.694  (meters)     228.65   (feet)  ADJUSTED  
 BJ3638  ___________________________________________________________________
 BJ3638  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ3638  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3638  DYNAMIC HT  -          69.603 (meters)     228.36  (feet)  COMP
 BJ3638  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3638
 BJ3638  HORZ ORDER  -  SECOND
 BJ3638  VERT ORDER  -  SECOND    CLASS I
 BJ3638
 BJ3638.The horizontal coordinates were established by classical geodetic methods
 BJ3638.and adjusted by the National Geodetic Survey in May 1994..
 BJ3638.No horizontal observational check was made to the station.
 BJ3638
 BJ3638.The orthometric height was determined by differential leveling
 BJ3638.and adjusted by the National Geodetic Survey in February 1994..
 BJ3638
 BJ3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3638
 BJ3638.The geoid height was determined by GEOID03.
 BJ3638
 BJ3638.The dynamic height is computed by dividing the NAVD 88
 BJ3638.geopotential number by the normal gravity value computed on the
 BJ3638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3638.degrees latitude (g = 980.6199 gals.).
 BJ3638
 BJ3638.The modeled gravity was interpolated from observed gravity values.
 BJ3638
 BJ3638;                    North         East     Units Scale Factor Converg.
 BJ3638;SPC LA S     -   255,746.144 1,051,660.366   MT  1.00002428   +0 16 11.7
 BJ3638;SPC LA S     -   839,060.47  3,450,322.38   sFT  1.00002428   +0 16 11.7
 BJ3638;UTM  15      - 3,410,193.666   711,094.794   MT  1.00014972   +1 07 49.6
 BJ3638
 BJ3638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3638!SPC LA S     -   0.99999334  x   1.00002428  =   1.00001761
 BJ3638!UTM  15      -   0.99999334  x   1.00014972  =   1.00014305
 BJ3638
 BJ3638                          SUPERSEDED SURVEY CONTROL
 BJ3638
 BJ3638  NAD 83(1992)-  30 48 21.89844(N)    090 47 36.64209(W) AD(       ) 2
 BJ3638  NAD 83(1986)-  30 48 21.91600(N)    090 47 36.63861(W) AD(       ) 2
 BJ3638  NGVD 29 (06/20/87)   69.71   (m)          228.7    (f) LEVELING    3  
 BJ3638
 BJ3638.Superseded values are not recommended for survey control.
 BJ3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3638.See file dsdata.txt to determine how the superseded data were derived.
 BJ3638
 BJ3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1109510194(NAD 83)
 BJ3638_MARKER: DZ = AZIMUTH MARK DISK
 BJ3638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3638_SP_SET: CONCRETE POST
 BJ3638_STAMPING: STAR AZ MK 1985
 BJ3638_MARK LOGO: LADH  
 BJ3638_PROJECTION: FLUSH
 BJ3638_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3638+STABILITY: SURFACE MOTION
 BJ3638
 BJ3638  HISTORY     - Date     Condition        Report By
 BJ3638  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3638  HISTORY     - 1985     GOOD             LADTD
 BJ3638
 BJ3638                          STATION DESCRIPTION
 BJ3638
 BJ3638'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 BJ3638'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 10, T3S,
 BJ3638'R4E.  OWNERSHIP-- INTERNATIONAL PAPER COMPANY, POST OFFICE BOX 17770,
 BJ3638'TRACE TOWN STATION NATCHEZ, MISSISSIPPI  39120.
 BJ3638'
 BJ3638'TO REACH THE STATION FROM THE COURTHOUSE IN GREENSBURG, GO WEST ON
 BJ3638'STATE HIGHWAY 10 FOR ABOUT 12.2 KM (7.6 MI) TO THE JUNCTION WITH
 BJ3638'STATE HIGHWAY 448, THENCE SOUTH (LEFT) ON HIGHWAY 448 FOR 5.3 KM (3.3
 BJ3638'MI) TO THE JUNCTION WITH A GRAVEL ROAD, THENCE EAST (LEFT) ON GRAVEL
 BJ3638'ROAD FOR 3.7 KM (2.3 MI) TO THE JUNCTION WITH A BLACKTOP ROAD, THENCE
 BJ3638'SOUTH (RIGHT) ON THE BLACKTOP ROAD FOR 3.3 KM (2.05 MI) TO THE
 BJ3638'JUNCTION WITH ANOTHER BLACKTOP ROAD, THENCE WEST (RIGHT) ON THE
 BJ3638'BLACKTOP ROAD FOR 2.0 KM (1.25 MI) TO THE JUNCTION WITH A GRAVEL
 BJ3638'T-ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD FOR 1.2 KM (0.8 MI) TO
 BJ3638'THE STATION ON THE LEFT.
 BJ3638'
 BJ3638'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3638'DISK STAMPED---STAR AZ MK 1985---SET INTO THE TOP OF A ROUND
 BJ3638'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3638'LOCATED 18 METERS (59 FEET) N FROM A 14-INCH PINE TREE, 8.7 METERS
 BJ3638'(28.5 FEET) E FROM THE CENTER OF A GRAVEL ROAD, AND 0.6 METER (2
 BJ3638'FEET) W FROM A METAL WITNESS POST AND SIGN.
 BJ3638
 BJ3638                          STATION RECOVERY (1985)
 BJ3638
 BJ3638'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3638'27.8 KM (17.3 MI) WEST FROM GREENSBURG.
 BJ3638'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3638'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3638'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3638'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3638'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3638'ROAD FOR 3.3 KM (2.05 MI) TO THE JUNCTION WITH ANOTHER BLACKTOP ROAD,
 BJ3638'THENCE WEST (RIGHT) ON THE BLACKTOP ROAD FOR 2 KM (1.25 MI) TO THE
 BJ3638'JUNCTION WITH A GRAVEL T-ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD
 BJ3638'FOR 1.3 KM (0.8 MI) TO THE AZIMUTH MARK ON THE LEFT, 0.2 KM (0.1 MI)
 BJ3638'NORTH OF A GRAVEL ROAD LEADING WEST, 18 METERS (59 FT) NORTH OF A
 BJ3638'14-INCH PINE TREE, AND 8.7 METERS (28.5 FT) EAST OF THE CENTER OF THE
 BJ3638'GRAVEL ROAD.
 BJ3638'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 BJ3638'THE MARK IS 0.30 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3639 ***********************************************************************
 BJ3639  DESIGNATION -  STAR RM 1
 BJ3639  PID         -  BJ3639
 BJ3639  STATE/COUNTY-  LA/ST HELENA
 BJ3639  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3639
 BJ3639                         *CURRENT SURVEY CONTROL
 BJ3639  ___________________________________________________________________
 BJ3639* NAD 83(1986)-  30 48 20.     (N)    090 47 46.     (W)     SCALED    
 BJ3639* NAVD 88     -        65.421  (meters)     214.64   (feet)  ADJUSTED  
 BJ3639  ___________________________________________________________________
 BJ3639  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3639  DYNAMIC HT  -          65.336 (meters)     214.36  (feet)  COMP
 BJ3639  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3639
 BJ3639  VERT ORDER  -  SECOND    CLASS I
 BJ3639
 BJ3639.The horizontal coordinates were scaled from a topographic map and have
 BJ3639.an estimated accuracy of +/- 6 seconds.
 BJ3639
 BJ3639.The orthometric height was determined by differential leveling
 BJ3639.and adjusted by the National Geodetic Survey in February 1994..
 BJ3639
 BJ3639.The geoid height was determined by GEOID03.
 BJ3639
 BJ3639.The dynamic height is computed by dividing the NAVD 88
 BJ3639.geopotential number by the normal gravity value computed on the
 BJ3639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3639.degrees latitude (g = 980.6199 gals.).
 BJ3639
 BJ3639.The modeled gravity was interpolated from observed gravity values.
 BJ3639
 BJ3639;                    North         East    Units  Estimated Accuracy
 BJ3639;SPC LA S     -   255,690.    1,051,410.      MT  (+/- 180 meters Scaled)
 BJ3639
 BJ3639                          SUPERSEDED SURVEY CONTROL
 BJ3639
 BJ3639.No superseded survey control is available for this station.
 BJ3639
 BJ3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ108101(NAD 83)
 BJ3639_MARKER: DR = REFERENCE MARK DISK
 BJ3639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3639_SP_SET: CONCRETE POST
 BJ3639_STAMPING: STAR RM 1 1985
 BJ3639_MARK LOGO: LADH  
 BJ3639_PROJECTION: FLUSH
 BJ3639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3639+STABILITY: SURFACE MOTION
 BJ3639
 BJ3639  HISTORY     - Date     Condition        Report By
 BJ3639  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3639  HISTORY     - 1985     GOOD             LADTD
 BJ3639
 BJ3639                          STATION DESCRIPTION
 BJ3639
 BJ3639'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3639'28.2 KM (17.5 MI) WEST FROM GREENSBURG.
 BJ3639'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3639'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3639'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3639'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3639'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3639'ROAD FOR 3.3 KM (2.05 MI) TO THE JUNCTION WITH ANOTHER BLACKTOP ROAD,
 BJ3639'THENCE WEST (RIGHT) ON THE BLACKTOP ROAD FOR 2 KM (1.25 MI) TO THE
 BJ3639'JUNCTION WITH A GRAVEL T-ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD
 BJ3639'FOR 1.4 KM (0.9 MI) TO THE JUNCTION WITH ANOTHER GRAVEL T-ROAD, THENCE
 BJ3639'WEST (RIGHT) ON THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE REFERENCE
 BJ3639'MARK ON THE RIGHT, 37.8 METERS (124 FT) WEST-SOUTHWEST OF A 10-INCH
 BJ3639'WHITE OAK TREE, AND 13.1 METERS (43 FT) NORTHEAST OF THE CENTER OF THE
 BJ3639'GRAVEL ROAD.
 BJ3639'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 BJ3639'THE MARK IS 0.91 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3641 ***********************************************************************
 BJ3641  DESIGNATION -  STAR RM 2
 BJ3641  PID         -  BJ3641
 BJ3641  STATE/COUNTY-  LA/ST HELENA
 BJ3641  USGS QUAD   -  HATCHERSVILLE (1984)
 BJ3641
 BJ3641                         *CURRENT SURVEY CONTROL
 BJ3641  ___________________________________________________________________
 BJ3641* NAD 83(1986)-  30 48 20.     (N)    090 47 46.     (W)     SCALED    
 BJ3641* NAVD 88     -        64.996  (meters)     213.24   (feet)  ADJUSTED  
 BJ3641  ___________________________________________________________________
 BJ3641  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3641  DYNAMIC HT  -          64.912 (meters)     212.97  (feet)  COMP
 BJ3641  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ3641
 BJ3641  VERT ORDER  -  SECOND    CLASS I
 BJ3641
 BJ3641.The horizontal coordinates were scaled from a topographic map and have
 BJ3641.an estimated accuracy of +/- 6 seconds.
 BJ3641
 BJ3641.The orthometric height was determined by differential leveling
 BJ3641.and adjusted by the National Geodetic Survey in February 1994..
 BJ3641
 BJ3641.The geoid height was determined by GEOID03.
 BJ3641
 BJ3641.The dynamic height is computed by dividing the NAVD 88
 BJ3641.geopotential number by the normal gravity value computed on the
 BJ3641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3641.degrees latitude (g = 980.6199 gals.).
 BJ3641
 BJ3641.The modeled gravity was interpolated from observed gravity values.
 BJ3641
 BJ3641;                    North         East    Units  Estimated Accuracy
 BJ3641;SPC LA S     -   255,690.    1,051,410.      MT  (+/- 180 meters Scaled)
 BJ3641
 BJ3641                          SUPERSEDED SURVEY CONTROL
 BJ3641
 BJ3641.No superseded survey control is available for this station.
 BJ3641
 BJ3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ108101(NAD 83)
 BJ3641_MARKER: DR = REFERENCE MARK DISK
 BJ3641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3641_SP_SET: CONCRETE POST
 BJ3641_STAMPING: STAR RM2 1985
 BJ3641_MARK LOGO: LADH  
 BJ3641_PROJECTION: PROJECTING 3 CENTIMETERS
 BJ3641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3641+STABILITY: SURFACE MOTION
 BJ3641
 BJ3641  HISTORY     - Date     Condition        Report By
 BJ3641  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3641  HISTORY     - 1985     GOOD             LADTD
 BJ3641
 BJ3641                          STATION DESCRIPTION
 BJ3641
 BJ3641'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3641'28.2 KM (17.5 MI) WEST FROM GREENSBURG.
 BJ3641'ABOUT 12.2 KM (7.6 MI) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE IN
 BJ3641'GREENSBURG TO THE JUNCTION WITH STATE HIGHWAY 448, THENCE SOUTH (LEFT)
 BJ3641'ON HIGHWAY 448 FOR 5.3 KM (3.3 MI) TO THE JUNCTION WITH A GRAVEL ROAD,
 BJ3641'THENCE EAST (LEFT) ON THE GRAVEL ROAD FOR 3.7 KM (2.3 MI) TO THE
 BJ3641'JUNCTION WITH A BLACKTOP ROAD, THENCE SOUTH (RIGHT) ON THE BLACKTOP
 BJ3641'ROAD FOR 3.3 KM (2.05 MI) TO THE JUNCTION WITH ANOTHER BLACKTOP ROAD,
 BJ3641'THENCE WEST (RIGHT) ON THE BLACKTOP ROAD FOR 2 KM (1.25 MI) TO THE
 BJ3641'JUNCTION WITH A GRAVEL T-ROAD, THENCE SOUTH (LEFT) ON THE GRAVEL ROAD
 BJ3641'FOR 1.4 KM (0.9 MI) TO THE JUNCTION WITH ANOTHER GRAVEL T-ROAD, THENCE
 BJ3641'WEST (RIGHT) ON THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE REFERENCE
 BJ3641'MARK ON THE RIGHT, AND 13.1 METERS (43 FT) NORTHEAST OF THE CENTER OF
 BJ3641'THE GRAVEL ROAD.
 BJ3641'THE MARK IS 0.91 METERS  W FROM A WITNESS POST.
 BJ3641'THE MARK IS 0.91 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4867 ***********************************************************************
 BJ4867  DESIGNATION -  STARHILL ATT MICROWAVE
 BJ4867  PID         -  BJ4867
 BJ4867  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4867  USGS QUAD   -  ELM PARK (1994)
 BJ4867
 BJ4867                         *CURRENT SURVEY CONTROL
 BJ4867  ___________________________________________________________________
 BJ4867* NAD 83(1992)-  30 45 43.55177(N)    091 20 29.39797(W)     ADJUSTED  
 BJ4867* NAVD 88     -                                                        
 BJ4867  ___________________________________________________________________
 BJ4867  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4867  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4867
 BJ4867  HORZ ORDER  -  THIRD
 BJ4867
 BJ4867.The horizontal coordinates were established by classical geodetic methods
 BJ4867.and adjusted by the National Geodetic Survey in May 1994..
 BJ4867
 BJ4867
 BJ4867.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4867
 BJ4867.The geoid height was determined by GEOID03.
 BJ4867
 BJ4867;                    North         East     Units Scale Factor Converg.
 BJ4867;SPC LA S     -   250,747.955   999,218.162   MT  1.00001380   -0 00 14.7
 BJ4867;SPC LA S     -   822,662.25  3,278,268.25   sFT  1.00001380   -0 00 14.7
 BJ4867;UTM  15      - 3,404,412.119   658,732.867   MT  0.99991082   +0 50 54.5
 BJ4867
 BJ4867                          SUPERSEDED SURVEY CONTROL
 BJ4867
 BJ4867  NAD 83(1992)-  30 45 43.55203(N)    091 20 29.39836(W) AD(       ) 4
 BJ4867  NAD 83(1986)-  30 45 43.56764(N)    091 20 29.39256(W) AD(       ) 4
 BJ4867  NAD 27      -  30 45 42.90766(N)    091 20 28.99191(W) AD(       ) 3
 BJ4867
 BJ4867.Superseded values are not recommended for survey control.
 BJ4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4867.See file dsdata.txt to determine how the superseded data were derived.
 BJ4867
 BJ4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5873304412(NAD 83)
 BJ4867_MARKER: 45 = MICROWAVE TOWER
 BJ4867
 BJ4867  HISTORY     - Date     Condition        Report By
 BJ4867  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4867
 BJ4867                          STATION DESCRIPTION
 BJ4867
 BJ4867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4867'THE STARHILL AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE TOWER
 BJ4867'IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF ST. FRANCISVILLE, 1-1/2
 BJ4867'MILES WEST OF THE COMMUNITY OF STARHILL AND 100 YARDS EAST OF STATE
 BJ4867'HIGHWAY 965.  IT IS A FOUR-LEGGED STEEL STRUCTURE WITH FOUR HORN
 BJ4867'ANTENNAE AT THE TOP, PAINTED ALTERNATELY RED AND WHITE WITH AN
 BJ4867'OVERALL HEIGHT OF 260 FEET.
 BJ4867'
 BJ4867'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 965 AND U.S. HIGHWAY 61,
 BJ4867'ABOUT 2 MILES EAST OF ST. FRANCISVILLE, GO SOUTHERLY ON HIGHWAY 965
 BJ4867'FOR 1.5 MILES TO THE STATION ON THE LEFT.
 BJ4867'
 BJ4867'POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0862 ***********************************************************************
 AV0862  DESIGNATION -  STARK
 AV0862  PID         -  AV0862
 AV0862  STATE/COUNTY-  LA/CAMERON
 AV0862  USGS QUAD   -  PEVETO BEACH (1982)
 AV0862
 AV0862                         *CURRENT SURVEY CONTROL
 AV0862  ___________________________________________________________________
 AV0862* NAD 83(1992)-  29 50 03.55949(N)    093 31 46.71043(W)     ADJUSTED  
 AV0862* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0862  **This station is located in a subsidence area (see below).
 AV0862  ___________________________________________________________________
 AV0862  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AV0862  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AV0862
 AV0862  HORZ ORDER  -  THIRD
 AV0862
 AV0862.The horizontal coordinates were established by classical geodetic methods
 AV0862.and adjusted by the National Geodetic Survey in January 1993..
 AV0862
 AV0862 ** The orthometric height has not been validated since last determined
 AV0862 ** by differential leveling and should not be used for control purposes.
 AV0862 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0862 ** area with valid NAVD 88 orthometric heights.
 AV0862 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0862 ** epoch indicated which incorporates improved geoid heights for the
 AV0862 ** Southern Louisiana Subsidence area.
 AV0862 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0862.The orthometric height was scaled from a topographic map.
 AV0862
 AV0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0862
 AV0862.The geoid height was determined by GEOID03.
 AV0862
 AV0862;                    North         East     Units Scale Factor Converg.
 AV0862;SPC LA S     -   149,936.203   787,763.113   MT  0.99992994   -1 05 53.5
 AV0862;SPC LA S     -   491,915.69  2,584,519.48   sFT  0.99992994   -1 05 53.5
 AV0862;UTM  15      - 3,300,544.786   448,832.266   MT  0.99963230   -0 15 48.6
 AV0862
 AV0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0862!SPC LA S     -   1.00000392  x   0.99992994  =   0.99993386
 AV0862!UTM  15      -   1.00000392  x   0.99963230  =   0.99963622
 AV0862
 AV0862:                Primary Azimuth Mark                     Grid Az
 AV0862:SPC LA S     -  OLD STARK TOWER USGS                     052 52 01.3
 AV0862:UTM  15      -  OLD STARK TOWER USGS                     052 01 56.4
 AV0862
 AV0862|---------------------------------------------------------------------|
 AV0862| PID    Reference Object                     Distance      Geod. Az  |
 AV0862|                                                           dddmmss.s |
 AV0862| AV0827 OLD STARK TOWER USGS                APPROX. 4.5 KM 0514607.8 |
 AV0862| CV9428 STARK RM                             20.086 METERS 18134     |
 AV0862| AV0861 HOUSE                               APPROX. 4.7 KM 2703304.7 |
 AV0862|---------------------------------------------------------------------|
 AV0862
 AV0862                          SUPERSEDED SURVEY CONTROL
 AV0862
 AV0862  NAD 83(1986)-  29 50 03.58342(N)    093 31 46.69451(W) AD(       ) 3
 AV0862  NAD 27      -  29 50 02.80000(N)    093 31 46.11000(W) AD(       ) 3
 AV0862
 AV0862.Superseded values are not recommended for survey control.
 AV0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0862.See file dsdata.txt to determine how the superseded data were derived.
 AV0862
 AV0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP4883200545(NAD 83)
 AV0862_MARKER: DD = SURVEY DISK
 AV0862_SETTING: 0 = UNSPECIFIED SETTING
 AV0862
 AV0862  HISTORY     - Date     Condition        Report By
 AV0862  HISTORY     - 1933     MONUMENTED       USGS
 AV0862
 AV0862                          STATION DESCRIPTION
 AV0862
 AV0862'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0862'ABOUT 4 MILES S OF STARKS CLUBHOUSE ALONG HIS CANAL S TO SHELL
 AV0862'BEACH.  ON THE S SIDE OF MILEPOST 4.  ON THE W SPOIL BANK
 AV0862'OF CANAL.
 AV0862'
 AV0862'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0862'STARK 1933.
 AV0862'
 AV0862'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE TABLET
 AV0862'AND IS 65.9 FEET S OF STATION MARK.  S 1 DEG 33 MIN W.
 AV0862'
 AV0862'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0862'ELEVATED 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4221 ***********************************************************************
 BJ4221  DESIGNATION -  STATE
 BJ4221  PID         -  BJ4221
 BJ4221  STATE/COUNTY-  LA/ST TAMMANY
 BJ4221  USGS QUAD   -  MANDEVILLE (1979)
 BJ4221
 BJ4221                         *CURRENT SURVEY CONTROL
 BJ4221  ___________________________________________________________________
 BJ4221* NAD 83(1992)-  30 20 03.80428(N)    090 02 41.80676(W)     ADJUSTED  
 BJ4221* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BJ4221  ___________________________________________________________________
 BJ4221  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BJ4221  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BJ4221
 BJ4221  HORZ ORDER  -  FIRST
 BJ4221
 BJ4221.The horizontal coordinates were established by classical geodetic methods
 BJ4221.and adjusted by the National Geodetic Survey in May 1994..
 BJ4221
 BJ4221.The orthometric height was scaled from a topographic map.
 BJ4221
 BJ4221.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4221
 BJ4221.The geoid height was determined by GEOID03.
 BJ4221
 BJ4221;                    North         East     Units Scale Factor Converg.
 BJ4221;SPC LA S     -   204,029.221 1,123,883.071   MT  0.99994262   +0 38 39.2
 BJ4221;SPC LA S     -   669,385.87  3,687,273.04   sFT  0.99994262   +0 38 39.2
 BJ4221;UTM  15      - 3,359,541.731   784,109.873   MT  1.00059594   +1 29 36.4
 BJ4221;UTM  16      - 3,359,770.593   207,243.559   MT  1.00065749   -1 32 20.2
 BJ4221
 BJ4221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4221!SPC LA S     -   1.00000405  x   0.99994262  =   0.99994666
 BJ4221!UTM  15      -   1.00000405  x   1.00059594  =   1.00059999
 BJ4221!UTM  16      -   1.00000405  x   1.00065749  =   1.00066154
 BJ4221
 BJ4221:                Primary Azimuth Mark                     Grid Az
 BJ4221:SPC LA S     -  FONTAINBLEAU ST PARK WATER TK            020 51 05.2
 BJ4221:UTM  15      -  FONTAINBLEAU ST PARK WATER TK            020 00 08.0
 BJ4221:UTM  16      -  FONTAINBLEAU ST PARK WATER TK            023 02 04.6
 BJ4221
 BJ4221|---------------------------------------------------------------------|
 BJ4221| PID    Reference Object                     Distance      Geod. Az  |
 BJ4221|                                                           dddmmss.s |
 BJ4221| BJ4223 FONTAINBLEAU ST PARK WATER TK       APPROX. 0.7 KM 0212944.4 |
 BJ4221| BJ4222 STATE 2                              14.211 METERS 02130     |
 BJ4221| CW2351 STATE RM 2                           90.812 METERS 02527     |
 BJ4221| CW2349 STATE AZ MK                                        0502554.3 |
 BJ4221| BJ4216 SOUTHEAST LA STATE HOSP TANK        APPROX. 3.1 KM 0603516.3 |
 BJ4221| BJ4217 MANDEVILLE MUNICIPAL TANK           APPROX. 3.1 KM 3191143.1 |
 BJ4221| CW2350 STATE RM 1                           78.251 METERS 32016     |
 BJ4221| BJ4218 MANDEVILLE AERO LIGHT               APPROX. 1.6 KM 3220201.4 |
 BJ4221|---------------------------------------------------------------------|
 BJ4221
 BJ4221                          SUPERSEDED SURVEY CONTROL
 BJ4221
 BJ4221  NAD 83(1992)-  30 20 03.80452(N)    090 02 41.80665(W) AD(       ) 1
 BJ4221  NAD 83(1986)-  30 20 03.81532(N)    090 02 41.80502(W) AD(       ) 1
 BJ4221  NAD 27      -  30 20 03.10862(N)    090 02 41.53599(W) AD(       ) 1
 BJ4221
 BJ4221.Superseded values are not recommended for survey control.
 BJ4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4221.See file dsdata.txt to determine how the superseded data were derived.
 BJ4221
 BJ4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8411059542(NAD 83)
 BJ4221_MARKER: DS = TRIANGULATION STATION DISK
 BJ4221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ4221
 BJ4221  HISTORY     - Date     Condition        Report By
 BJ4221  HISTORY     - 1953     MONUMENTED       CGS
 BJ4221  HISTORY     - 1955     GOOD             CGS
 BJ4221  HISTORY     - 1957     SEE DESCRIPTION  CGS
 BJ4221  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BJ4221
 BJ4221                          STATION DESCRIPTION
 BJ4221
 BJ4221'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BJ4221'THE STATION IS LOCATED ON THE NORTH SHORE OF LAKE PONTCHARTRAIN
 BJ4221'ABOUT 2.0 MILES SOUTHEAST OF MANDEVILLE AT THE SOUTHEAST END
 BJ4221'OF THE BEACH IN THE FONTAINBLEAU STATE PARK, 400 FEET SOUTH OF
 BJ4221'THE BATH HOUSE AND 20 FEET NORTHEAST OF THE SHORE LINE.  IT IS
 BJ4221'A STANDARD BRONZE DISK WELDED ON THE TOP OF A 3 INCH IRON PIPE
 BJ4221'PROJECTING 6 INCHES AND IS STAMPED STATE 1953.
 BJ4221'
 BJ4221'REFERENCE MARK NO. 1 IS IN THE SOUTHEAST END OF THE SIDEWALK,
 BJ4221'200 FEET SOUTHWEST OF THE BATH HOUSE AND 25 FEET NORTHEAST OF
 BJ4221'THE SHORE LINE.  IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BJ4221'HOLE IN A BRICK SIDEWALK AND IS STAMPED STATE NO 1 1953.
 BJ4221'
 BJ4221'REFERENCE MARK NO. 2 IS JUST INSIDE THE DOORWAY ON THE EAST SIDE
 BJ4221'OF A LONG BRICK BUILDING HOUSING SEVERAL PICNIC TABLES.  IT
 BJ4221'IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN THE
 BJ4221'CONCRETE FLOOR OF BUILDING AND IS STAMPED STATE NO 2 1953.
 BJ4221'
 BJ4221'THE AZIMUTH MARK IS IN A FENCE LINE, 125 FEET NORTHWEST OF THE
 BJ4221'CENTER OF A HARD SURFACED ROAD, 40 FEET SOUTHWEST OF THE CENTER
 BJ4221'OF A GRAVELED ROAD AND 1 FOOT SOUTHWEST OF A WITNESS POST.  IT IS
 BJ4221'STAMPED STATE 1953 AND PROJECTS 3 INCHES.
 BJ4221'
 BJ4221'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 190
 BJ4221'(FLORIDES STREET) AND MARIGNY STREET IN THE NORTH EDGE OF
 BJ4221'MANDEVILLE, GO SOUTHEAST ON U.S. HIGHWAY 190 FOR 2.5 MILES TO
 BJ4221'A T ROAD RIGHT AND SIGN FONTAINEBLEAU STATE PARK.  TURN RIGHT
 BJ4221'AND GO SOUTH AND SOUTHWEST ON HARD SURFACED ROAD FOR 1.2 MILES
 BJ4221'TO A T ROAD RIGHT, (TURN RIGHT AND GO NORTHWEST FOR ABOUT
 BJ4221'125 FEET TO AZIMUTH MARK ON LEFT AS DESCRIBED.) CONTINUE
 BJ4221'STRAIGHT AHEAD FOR 0.2 MILE TO END OF ROAD AT BATH HOUSE AND
 BJ4221'STATION JUST SOUTH AT SOUTHEAST END OF BEACH AS DESCRIBED.
 BJ4221'
 BJ4221'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4221
 BJ4221                          STATION RECOVERY (1955)
 BJ4221
 BJ4221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4221'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BJ4221'CONDITION.  THE 1953 DESCRIPTION BY R.L.E. IS ADEQUATE.
 BJ4221
 BJ4221                          STATION RECOVERY (1957)
 BJ4221
 BJ4221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BJ4221'THE STATION WAS VISITED 12-3-57 AND THE SURFACE MARK AND
 BJ4221'REFERENCE MARK NO. 1 WERE FOUND DESTROYED BY EROSION CAUSED BY
 BJ4221'THE WAVE ACTION OF THE LAKE.  THE UNDERGROUND MARK WAS FOUND IN
 BJ4221'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.
 BJ4221'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT WAS OBSTRUCTED
 BJ4221'FROM THE STATION BY TREES WHICH COULD NOT BE CUT DUE TO BEING
 BJ4221'IN A STATE PARK.
 BJ4221'
 BJ4221'A NEW STATION STATE 2 1957 WAS ESTABLISHED ON LINE AND BETWEEN
 BJ4221'THE STATION AND THE FONTAINEBLEAU STATE PARK WATER TANK, A
 BJ4221'DISTANCE OF 14.190 METERS.  THE UNDERGROUND MARK OF THE ORIGINAL
 BJ4221'STATION WILL BE DESTROYED IN THE NEAR FUTHER.  THE AZIMUTH MARK
 BJ4221'WAS LEFT IN TACT BUT WAS NOT TIED TO THE NEW STATION.
 BJ4221
 BJ4221                          STATION RECOVERY (1985)
 BJ4221
 BJ4221'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ4221'REPORT OF JULY, 1967 STATED THIS STATION WOULD BE DESTROYED IN THE
 BJ4221'NEAR FUTURE AND REPLACED BY STATE 2.  A SEARCH WAS MADE
 BJ4221'BUT IT WAS NOT RECOVERED.  I ASSUME IT HAS INDEED BEEN
 BJ4221'DESTROYED.  REFERENCE MARK NO. 2 REPORTED ON UNDER STATION STATE 2.
 BJ4221'
 BJ4221'STATE 1953, (AZIMUTH) FOUND GOOD.  DESCRIPTION SHOULD READ--...125
 BJ4221'FEET NORTHWEST OF THE CENTER OF A HARD SURFACED ROAD, 40 FEET
 BJ4221'SOUTHWEST OF THE CENTER OF A HARD SURFACED ROAD (NOT GRAVEL AS
 BJ4221'STATED).  (WITNESS POST HAS BEEN REMOVED.  STATION NO LONGER
 BJ4221'PROJECTS 3 INCHES ABOVE GROUND, BUT IS LEVEL WITH IT.)
 BJ4221'
 BJ4221'SUGGEST REPLACING WITNESS POST AND RAISING STATION ABOVE GROUND
 BJ4221'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4222 ***********************************************************************
 BJ4222  DESIGNATION -  STATE 2
 BJ4222  PID         -  BJ4222
 BJ4222  STATE/COUNTY-  LA/ST TAMMANY
 BJ4222  USGS QUAD   -  MANDEVILLE (1979)
 BJ4222
 BJ4222                         *CURRENT SURVEY CONTROL
 BJ4222  ___________________________________________________________________
 BJ4222* NAD 83(1992)-  30 20 04.23366(N)    090 02 41.61181(W)     ADJUSTED  
 BJ4222* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BJ4222  ___________________________________________________________________
 BJ4222  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BJ4222  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BJ4222
 BJ4222  HORZ ORDER  -  SECOND
 BJ4222
 BJ4222.The horizontal coordinates were established by classical geodetic methods
 BJ4222.and adjusted by the National Geodetic Survey in May 1994..
 BJ4222.No horizontal observational check was made to the station.
 BJ4222
 BJ4222.The orthometric height was scaled from a topographic map.
 BJ4222
 BJ4222.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4222
 BJ4222.The geoid height was determined by GEOID03.
 BJ4222
 BJ4222;                    North         East     Units Scale Factor Converg.
 BJ4222;SPC LA S     -   204,042.501 1,123,888.129   MT  0.99994263   +0 38 39.3
 BJ4222;SPC LA S     -   669,429.44  3,687,289.64   sFT  0.99994263   +0 38 39.3
 BJ4222;UTM  15      - 3,359,555.092   784,114.737   MT  1.00059597   +1 29 36.5
 BJ4222;UTM  16      - 3,359,783.679   207,249.123   MT  1.00065745   -1 32 20.1
 BJ4222
 BJ4222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4222!SPC LA S     -   1.00000405  x   0.99994263  =   0.99994667
 BJ4222!UTM  15      -   1.00000405  x   1.00059597  =   1.00060002
 BJ4222!UTM  16      -   1.00000405  x   1.00065745  =   1.00066150
 BJ4222
 BJ4222|---------------------------------------------------------------------|
 BJ4222| PID    Reference Object                     Distance      Geod. Az  |
 BJ4222|                                                           dddmmss.s |
 BJ4222| BJ4224 STATE 3                              43.431 METERS 01420     |
 BJ4222| BJ4223 FONTAINBLEAU ST PARK WATER TK       APPROX. 0.7 KM 0212944.5 |
 BJ4222| CW2351 STATE RM 2                           76.648 METERS 02611     |
 BJ4222| BJ4225 STATE 3 AZ MK                       497.627 METERS 0554827.3 |
 BJ4222| BJ4221 STATE                                14.211 METERS 20130     |
 BJ4222| BJ4220 LEWIS 2                             APPROX. 6.8 KM 3005202.7 |
 BJ4222| CW2352 STATE 2 RM 3                         90.834 METERS 33325     |
 BJ4222|---------------------------------------------------------------------|
 BJ4222
 BJ4222                          SUPERSEDED SURVEY CONTROL
 BJ4222
 BJ4222  NAD 83(1992)-  30 20 04.23369(N)    090 02 41.61180(W) AD(       ) 2
 BJ4222  NAD 83(1986)-  30 20 04.24413(N)    090 02 41.61033(W) AD(       ) 2
 BJ4222  NAD 27      -  30 20 03.53739(N)    090 02 41.34132(W) AD(       ) 2
 BJ4222
 BJ4222.Superseded values are not recommended for survey control.
 BJ4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4222.See file dsdata.txt to determine how the superseded data were derived.
 BJ4222
 BJ4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8411559555(NAD 83)
 BJ4222_MARKER: DS = TRIANGULATION STATION DISK
 BJ4222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4222
 BJ4222  HISTORY     - Date     Condition        Report By
 BJ4222  HISTORY     - 1957     MONUMENTED       CGS
 BJ4222  HISTORY     - 1985     GOOD             USPSQD
 BJ4222
 BJ4222                          STATION DESCRIPTION
 BJ4222
 BJ4222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BJ4222'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE BEACH AREA
 BJ4222'OF THE FONTAINEBLEAU STATE PARK, ABOUT 2 MILES EAST OF MANDEVILLE
 BJ4222'ON THE NORTH SHORE OF LAKE PONCHARTRAIN 200 FEET SOUTH OF THE
 BJ4222'SOUTH SIDE OF THE OCTAGON SHAPED PORTION OF LONG BRICK SHELTER
 BJ4222'HOUSING THE PICNIC TABLES.  166 FEET SOUTHEAST OF THE PROJECTED
 BJ4222'PLANE OF THE SOUTHEAST WALL OF THE SHELTER, 297 FEET SOUTHEAST
 BJ4222'OF THE SOUTHEAST EDGE OF THE BRICK WALK LEADING FROM THE BATH
 BJ4222'HOUSE TO THE BEACH, 55 FEET NORTHEAST OF THE MEAN WATER OF THE
 BJ4222'LAKE AND 50 FEET NORTHEAST OF A 2-FOOT FORKED CYPRESS TREE.  IT
 BJ4222'IS A STANDARD DISK, STAMPED STATE 2 1957, PROJECTING 6 INCHES.
 BJ4222'
 BJ4222'REFERENCE MARK NO. 2 IS 251.42 FEET NORTH-NORTHEAST OF THE
 BJ4222'STATION, JUST INSIDE THE LONG BRICK PICNIC SHELTER AT THE
 BJ4222'NORTHEAST END OF THE SOUTHEAST ENTRANCE TO THE SHELTER, 62
 BJ4222'FEET EAST-NORTHEAST OF THE CENTER OF THE OCTAGON SHAPED PORTION OF
 BJ4222'THE SHELTER.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 BJ4222'THE CONCRETE FLOOR OF THE SHELTER.  IT IS STAMPED STATE NO
 BJ4222'2 1953.
 BJ4222'
 BJ4222'REFERENCE MARK NO. 3 IS 297.91 FEET NORTHWEST OF THE STATION,
 BJ4222'SET IN THE EAST SIDE OF THE BRICK WALK LEADING FROM THE BATH
 BJ4222'HOUSE TO THE BEACH, ABOUT MIDWAY BETWEEN THE BEACH AND THE BATH
 BJ4222'HOUSE.  IT IS A STANDARD DISK STAMPED STATE 2 NO. 3 1957, SET
 BJ4222'IN A DRILL HOLE IN THE BRICK WALK.
 BJ4222'
 BJ4222'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, FONTAINEBLEAU
 BJ4222'STATE PARK WATER TANK AND STATION LEWIS 2 1957 WILL SERVE AS
 BJ4222'AN AZIMUTH, BOTH BEING VISIBLE FROM THE GROUND.
 BJ4222'
 BJ4222'TO REACH THE STATION FROM THE NORTH PLAZA OF THE LAKE PONCHARTRAIN
 BJ4222'CAUSEWAY, GO NORTH FOR 0.45 MILE TO A FORK, TAKE RIGHT FORK AND
 BJ4222'GO EAST, PASSING THROUGH MANDEVILLE, FOR 4.5 MILES TO THE NORTH
 BJ4222'ENTRANCE OF THE FONTAINEBLEAU STATE PARK, TURN RIGHT INTO THE
 BJ4222'PARK AND GO SOUTH, CROSSING THE RAILROAD TRACKS AND GO 1.55 MILE
 BJ4222'TO THE NORTHEAST END OF THE LONG BRICK BUILDING AND THE
 BJ4222'STATION AS DESCRIBED.
 BJ4222
 BJ4222                          STATION RECOVERY (1985)
 BJ4222
 BJ4222'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ4222'STATE 2 1957 FOUND FAIR.  EDGE OF BENCHMARK COVERED WITH MORTAR.
 BJ4222'DIRECTIONS TO STATION ARE ADEQUATE, EXCEPT CYPRESS TREE CITED IS NOW
 BJ4222'DEAD AND PARTIALLY SUBMERGED IN LAKE.
 BJ4222'
 BJ4222'(REFERENCE MARK NO. 3)
 BJ4222'NOT RECOVERED.  THE EAST SIDE OF THE BRICK SIDEWALK HAS BEEN
 BJ4222'ENCROACHED UPON BY MUD AND GRASS.  I ASSUME BENCHMARK IS SOMEWHERE
 BJ4222'BELOW THIS OVER-GROWTH.  SUGGEST PARK RANGERS CLEAR WALKWAY AND
 BJ4222'THUS RE-EXPOSE BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4224 ***********************************************************************
 BJ4224  DESIGNATION -  STATE 3
 BJ4224  PID         -  BJ4224
 BJ4224  STATE/COUNTY-  LA/ST TAMMANY
 BJ4224  USGS QUAD   -  MANDEVILLE (1979)
 BJ4224
 BJ4224                         *CURRENT SURVEY CONTROL
 BJ4224  ___________________________________________________________________
 BJ4224* NAD 83(1992)-  30 20 05.60011(N)    090 02 41.20922(W)     ADJUSTED  
 BJ4224* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 BJ4224  ___________________________________________________________________
 BJ4224  X           -      -4,306.090 (meters)                     COMP
 BJ4224  Y           -  -5,509,576.614 (meters)                     COMP
 BJ4224  Z           -   3,202,456.706 (meters)                     COMP
 BJ4224  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BJ4224  ELLIP HEIGHT-         -25.94  (meters)          (01/02/04) GPS OBS
 BJ4224  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ4224
 BJ4224  HORZ ORDER  -  SECOND
 BJ4224  ELLP ORDER  -  FOURTH    CLASS II
 BJ4224
 BJ4224.The horizontal coordinates were established by classical geodetic methods
 BJ4224.and adjusted by the National Geodetic Survey in May 1994..
 BJ4224.No horizontal observational check was made to the station.
 BJ4224
 BJ4224.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4224
 BJ4224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4224
 BJ4224.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4224
 BJ4224.The ellipsoidal height was determined by GPS observations
 BJ4224.and is referenced to NAD 83.
 BJ4224
 BJ4224.The geoid height was determined by GEOID03.
 BJ4224
 BJ4224;                    North         East     Units Scale Factor Converg.
 BJ4224;SPC LA S     -   204,084.695 1,123,898.408   MT  0.99994267   +0 38 39.5
 BJ4224;SPC LA S     -   669,567.87  3,687,323.36   sFT  0.99994267   +0 38 39.5
 BJ4224;UTM  15      - 3,359,597.462   784,124.396   MT  1.00059604   +1 29 36.8
 BJ4224;UTM  16      - 3,359,825.481   207,261.011   MT  1.00065736   -1 32 19.9
 BJ4224
 BJ4224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4224!SPC LA S     -   1.00000407  x   0.99994267  =   0.99994674
 BJ4224!UTM  15      -   1.00000407  x   1.00059604  =   1.00060012
 BJ4224!UTM  16      -   1.00000407  x   1.00065736  =   1.00066144
 BJ4224
 BJ4224|---------------------------------------------------------------------|
 BJ4224| PID    Reference Object                     Distance      Geod. Az  |
 BJ4224|                                                           dddmmss.s |
 BJ4224| CW2351 STATE RM 2                           35.272 METERS 04048     |
 BJ4224| BJ4225 STATE 3 AZ MK                       465.973 METERS 0592047.2 |
 BJ4224| BJ4222 STATE 2                              43.431 METERS 19420     |
 BJ4224| CW2352 STATE 2 RM 3                         64.593 METERS 30716     |
 BJ4224|---------------------------------------------------------------------|
 BJ4224
 BJ4224                          SUPERSEDED SURVEY CONTROL
 BJ4224
 BJ4224  NAD 83(1992)-  30 20 05.60012(N)    090 02 41.20922(W) AD(       ) 2
 BJ4224  ELLIP H (01/21/93)  -25.87   (m)                       GP(       ) 4 2
 BJ4224  NAD 83(1986)-  30 20 05.61045(N)    090 02 41.20778(W) AD(       ) 2
 BJ4224  NAD 27      -  30 20 04.92145(N)    090 02 40.94341(W) AD(       ) 3
 BJ4224  NGVD 29 (11/20/87)    1.3    (m)            4.     (f) GPS OBS        
 BJ4224
 BJ4224.Superseded values are not recommended for survey control.
 BJ4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4224.See file dsdata.txt to determine how the superseded data were derived.
 BJ4224
 BJ4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8412459597(NAD 83)
 BJ4224_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BJ4224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4224_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4224+STABILITY: SURFACE MOTION
 BJ4224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4224+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BJ4224
 BJ4224  HISTORY     - Date     Condition        Report By
 BJ4224  HISTORY     - UNK      MONUMENTED
 BJ4224  HISTORY     - 1987     GOOD             NGS
 BJ4224
 BJ4224                          STATION DESCRIPTION
 BJ4224
 BJ4224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BJ4224'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ4224'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BJ4224'OBSERVATIONS.
 BJ4224'
 BJ4224'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 BJ4224'EAST OF MANDEVILLE AND ON THE NORTH SHORE OF LAKE PONTCHARTRAIN.
 BJ4224'OWNERSHIP--FONTAINEBLEAU STATE PARK.
 BJ4224'
 BJ4224'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BJ4224'STATE HIGHWAY 59 IN MANDEVILLE, GO SOUTHEAST ON HIGHWAY 190 FOR 4.2
 BJ4224'KM (2.6 MI) TO THE ENTRANCE INTO THE PARK ON THE RIGHT. TURN RIGHT
 BJ4224'AND GO EASTERLY ON MAIN PARK ROAD FOR 2.2 KM (1.4 MI) TO A SIDE
 BJ4224'ROAD ON THE RIGHT. CONTINUE EASTERLY ON THE PARK ROAD FOR 0.4 KM
 BJ4224'(0.25 MI) TO A LARGE BRICK BUILDING AND BRICK PAVILION AND THE
 BJ4224'STATION.
 BJ4224'
 BJ4224'THE STATION IS A STANDARD NGS DISK
 BJ4224'STAMPED---STATE 3 1978---,
 BJ4224'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ4224'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BJ4224'40.8 METERS (134 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 BJ4224'BRICK BATHHOUSE,
 BJ4224'17.4 METERS (57 FT) SOUTH FROM THE BRICK PAVILION,
 BJ4224'11.0 METERS (36 FT) SOUTHEAST FROM A 12-INCH OAK TREE AND
 BJ4224'4.1 METERS (13.5 FT) SOUTHWEST FROM THE PROJECTED PLANE OF BATHHOUSE
 BJ4224'BUILDING.
 BJ4224'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ4224'STAMPED---STATE 3 1978---,
 BJ4224'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BJ4224'
 BJ4224'DESCRIBED BY S.L.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4225 ***********************************************************************
 BJ4225  DESIGNATION -  STATE 3 AZ MK
 BJ4225  PID         -  BJ4225
 BJ4225  STATE/COUNTY-  LA/ST TAMMANY
 BJ4225  USGS QUAD   -  MANDEVILLE (1979)
 BJ4225
 BJ4225                         *CURRENT SURVEY CONTROL
 BJ4225  ___________________________________________________________________
 BJ4225* NAD 83(1992)-  30 20 13.31485(N)    090 02 26.20172(W)     ADJUSTED  
 BJ4225* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BJ4225  ___________________________________________________________________
 BJ4225  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BJ4225  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ4225
 BJ4225  HORZ ORDER  -  THIRD
 BJ4225
 BJ4225.The horizontal coordinates were established by classical geodetic methods
 BJ4225.and adjusted by the National Geodetic Survey in May 1994..
 BJ4225.No horizontal observational check was made to the station.
 BJ4225
 BJ4225.The orthometric height was scaled from a topographic map.
 BJ4225
 BJ4225.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4225
 BJ4225.The geoid height was determined by GEOID03.
 BJ4225
 BJ4225;                    North         East     Units Scale Factor Converg.
 BJ4225;SPC LA S     -   204,326.748 1,124,296.549   MT  0.99994289   +0 38 47.0
 BJ4225;SPC LA S     -   670,362.01  3,688,629.59   sFT  0.99994289   +0 38 47.0
 BJ4225;UTM  15      - 3,359,845.552   784,519.164   MT  1.00059881   +1 29 44.7
 BJ4225;UTM  16      - 3,360,052.353   207,668.374   MT  1.00065442   -1 32 12.7
 BJ4225
 BJ4225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4225!SPC LA S     -   1.00000389  x   0.99994289  =   0.99994678
 BJ4225!UTM  15      -   1.00000389  x   1.00059881  =   1.00060270
 BJ4225!UTM  16      -   1.00000389  x   1.00065442  =   1.00065831
 BJ4225
 BJ4225:                Primary Azimuth Mark                     Grid Az
 BJ4225:SPC LA S     -  STATE 2                                  235 09 48.1
 BJ4225:UTM  15      -  STATE 2                                  234 18 50.4
 BJ4225:UTM  16      -  STATE 2                                  237 20 47.8
 BJ4225
 BJ4225|---------------------------------------------------------------------|
 BJ4225| PID    Reference Object                     Distance      Geod. Az  |
 BJ4225|                                                           dddmmss.s |
 BJ4225| BJ4222 STATE 2                             497.627 METERS 2354835.1 |
 BJ4225| BJ4224 STATE 3                             465.973 METERS 2392054.8 |
 BJ4225|---------------------------------------------------------------------|
 BJ4225
 BJ4225                          SUPERSEDED SURVEY CONTROL
 BJ4225
 BJ4225  NAD 83(1992)-  30 20 13.31486(N)    090 02 26.20170(W) AD(       ) 3
 BJ4225  NAD 83(1986)-  30 20 13.32527(N)    090 02 26.20024(W) AD(       ) 3
 BJ4225  NAD 27      -  30 20 12.63639(N)    090 02 25.93627(W) AD(       ) 3
 BJ4225
 BJ4225.Superseded values are not recommended for survey control.
 BJ4225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4225.See file dsdata.txt to determine how the superseded data were derived.
 BJ4225
 BJ4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8451959846(NAD 83)
 BJ4225_MARKER: H = DRILL HOLE
 BJ4225_SETTING: 0 = UNSPECIFIED SETTING
 BJ4225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4225
 BJ4225  HISTORY     - Date     Condition        Report By
 BJ4225  HISTORY     - 1978     MONUMENTED       NGS
 BJ4225
 BJ4225                          STATION DESCRIPTION
 BJ4225
 BJ4225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BJ4225'THE JUNCTION OF U.S. HIGHWAY 190 AND STATE HIGHWAY 59 IN HANDEVILLE,
 BJ4225'GO SOUTHEAST ON HIGHWAY 190 FOR 2.63 MILES TO THE ENTRANCE INTO THE
 BJ4225'PARK ON THE RIGHT, TURN RIGHT AND GO EASTERLY ON MAIN PARK ROAD FOR
 BJ4225'1.36 MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE
 BJ4225'RIGHT.
 BJ4225'
 BJ4225'A DRILL HOLE IN THE NORTH CORNER OF A CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6259 ***********************************************************************
 AH6259  DESIGNATION -  STATION 1
 AH6259  PID         -  AH6259
 AH6259  STATE/COUNTY-  LA/TERREBONNE
 AH6259  USGS QUAD   -  HOUMA (1980)
 AH6259
 AH6259                         *CURRENT SURVEY CONTROL
 AH6259  ___________________________________________________________________
 AH6259* NAD 83(1992)-  29 34 51.70844(N)    090 40 50.60718(W)     ADJUSTED  
 AH6259* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6259  **This station is located in a subsidence area (see below).
 AH6259  ___________________________________________________________________
 AH6259  X           -     -65,952.890 (meters)                     COMP
 AH6259  Y           -  -5,550,918.156 (meters)                     COMP
 AH6259  Z           -   3,130,057.231 (meters)                     COMP
 AH6259  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6259  ELLIP HEIGHT-         -23.70  (meters)          (02/21/02) GPS OBS
 AH6259  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6259
 AH6259  HORZ ORDER  -  FIRST
 AH6259  ELLP ORDER  -  FIFTH     CLASS I
 AH6259
 AH6259.The horizontal coordinates were established by GPS observations
 AH6259.and adjusted by the National Geodetic Survey in December 1998..
 AH6259
 AH6259 ** The orthometric height has not been validated since last determined
 AH6259 ** by differential leveling and should not be used for control purposes.
 AH6259 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6259 ** area with valid NAVD 88 orthometric heights.
 AH6259 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6259 ** epoch indicated which incorporates improved geoid heights for the
 AH6259 ** Southern Louisiana Subsidence area.
 AH6259 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6259.The orthometric height was determined by GPS observations and a
 AH6259.high-resolution geoid model.
 AH6259
 AH6259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6259
 AH6259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6259
 AH6259.The ellipsoidal height was determined by GPS observations
 AH6259.and is referenced to NAD 83.
 AH6259
 AH6259.The geoid height was determined by GEOID03.
 AH6259
 AH6259;                    North         East     Units Scale Factor Converg.
 AH6259;SPC LA S     -   120,007.136 1,063,227.291   MT  0.99995241   +0 19 34.7
 AH6259;SPC LA S     -   393,723.41  3,488,271.54   sFT  0.99995241   +0 19 34.7
 AH6259;UTM  15      - 3,274,606.937   724,654.097   MT  1.00022277   +1 08 43.4
 AH6259
 AH6259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6259!SPC LA S     -   1.00000372  x   0.99995241  =   0.99995613
 AH6259!UTM  15      -   1.00000372  x   1.00022277  =   1.00022649
 AH6259
 AH6259:                Primary Azimuth Mark                     Grid Az
 AH6259:SPC LA S     -  STATION 5                                223 40 24.5
 AH6259:UTM  15      -  STATION 5                                222 51 15.8
 AH6259
 AH6259|---------------------------------------------------------------------|
 AH6259| PID    Reference Object                     Distance      Geod. Az  |
 AH6259|                                                           dddmmss.s |
 AH6259| AH6253 STATION 5                           APPROX. 0.8 KM 2235959.2 |
 AH6259|---------------------------------------------------------------------|
 AH6259
 AH6259                          SUPERSEDED SURVEY CONTROL
 AH6259
 AH6259  ELLIP H (12/17/98)  -23.66   (m)                       GP(       ) 4 2
 AH6259
 AH6259.Superseded values are not recommended for survey control.
 AH6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6259.See file dsdata.txt to determine how the superseded data were derived.
 AH6259
 AH6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2465474607(NAD 83)
 AH6259_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH6259_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH6259_STAMPING: STA.1 G.S.E. 1984
 AH6259_MARK LOGO: GSENG 
 AH6259_PROJECTION: FLUSH
 AH6259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6259+SATELLITE: SATELLITE OBSERVATIONS - 1984
 AH6259
 AH6259  HISTORY     - Date     Condition        Report By
 AH6259  HISTORY     - 1984     MONUMENTED       GSENG
 AH6259
 AH6259                          STATION DESCRIPTION
 AH6259
 AH6259'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1984
 AH6259'MONUMENT IS LOCATED EAST OF THE CITY OF HOUMA AND IN A GRASSY AREA
 AH6259'NORTH OF THE INTERSECTION OF BOUNDARY AND CALLOWAY ROADS.
 AH6259'APPROXIMATELY 0.5 MI (0.8 KM) NORTH OF GRAND CAILLOU ROAD (HWY 57) AND
 AH6259'NORTH OF THE NORTH EDGE OF CITY PARK AREA.  MONUMENT IS A BRASS DISK
 AH6259'SET BY GULF SOUTH ENGINEERS, INC. AS PART OF A INSTRUMENT CALIBRATION
 AH6259'BASELINE. IT IS STAMPED STA.1 G.S.E. 1984. MONUMENT IS 80.50 FT (24.54
 AH6259'M) SOUTH OF POWER POLE NUMBER S5IIU, 75.50 FT (23.01 M) EAST OF BELL
 AH6259'TELEPHONE SERVICE POST SITUATED AT A FENCE CORNER, 101.75 FT (31.01 M)
 AH6259'NORTHEAST OF A POWER POLE/STREET LIGHT, 52.00 FT (15.85 M) FROM THE
 AH6259'CENTERLINE OF THE ROAD.  MONUMENT IS SET ON THE PROJECTED DIRECTION OF
 AH6259'THE EASTERLY SHOULDER OF BOUNDARY.  IN THE FIELD THE STREET SIGN READS
 AH6259'BOUNDRY RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3186 ***********************************************************************
 AU3186  DESIGNATION -  STATION 1405 PLUS 0 USE 1934
 AU3186  PID         -  AU3186
 AU3186  STATE/COUNTY-  LA/TERREBONNE
 AU3186  USGS QUAD   -  BAYOU COCODRIE (1980)
 AU3186
 AU3186                         *CURRENT SURVEY CONTROL
 AU3186  ___________________________________________________________________
 AU3186* NAD 83(1992)-  29 34 21.53870(N)    090 57 05.50747(W)     ADJUSTED  
 AU3186* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3186  **This station is located in a subsidence area (see below).
 AU3186  ___________________________________________________________________
 AU3186  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU3186  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AU3186
 AU3186  HORZ ORDER  -  THIRD
 AU3186
 AU3186.The horizontal coordinates were established by classical geodetic methods
 AU3186.and adjusted by the National Geodetic Survey in January 1993..
 AU3186
 AU3186 ** The orthometric height has not been validated since last determined
 AU3186 ** by differential leveling and should not be used for control purposes.
 AU3186 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3186 ** area with valid NAVD 88 orthometric heights.
 AU3186 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3186 ** epoch indicated which incorporates improved geoid heights for the
 AU3186 ** Southern Louisiana Subsidence area.
 AU3186 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3186.The orthometric height was scaled from a topographic map.
 AU3186
 AU3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3186
 AU3186.The geoid height was determined by GEOID03.
 AU3186
 AU3186;                    North         East     Units Scale Factor Converg.
 AU3186;SPC LA S     -   118,959.825 1,036,993.822   MT  0.99995349   +0 11 27.3
 AU3186;SPC LA S     -   390,287.36  3,402,203.90   sFT  0.99995349   +0 11 27.3
 AU3186;UTM  15      - 3,273,184.138   698,433.053   MT  1.00008587   +1 00 40.7
 AU3186
 AU3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3186!SPC LA S     -   1.00000399  x   0.99995349  =   0.99995748
 AU3186!UTM  15      -   1.00000399  x   1.00008587  =   1.00008986
 AU3186
 AU3186                          SUPERSEDED SURVEY CONTROL
 AU3186
 AU3186  NAD 83(1986)-  29 34 21.56517(N)    090 57 05.51040(W) AD(       ) 3
 AU3186  NAD 27      -  29 34 20.81000(N)    090 57 05.16000(W) AD(       ) 3
 AU3186
 AU3186.Superseded values are not recommended for survey control.
 AU3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3186.See file dsdata.txt to determine how the superseded data were derived.
 AU3186
 AU3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9843373184(NAD 83)
 AU3186_MARKER: Z = SEE DESCRIPTION
 AU3186_SETTING: 0 = UNSPECIFIED SETTING
 AU3186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3186
 AU3186  HISTORY     - Date     Condition        Report By
 AU3186  HISTORY     - 1934     MONUMENTED       USE
 AU3186  HISTORY     - 1948     MARK NOT FOUND   CGS
 AU3186
 AU3186                          STATION DESCRIPTION
 AU3186
 AU3186'DESCRIBED BY US ENGINEERS 1934 (ERM)
 AU3186'THIS STATION IS NEAR STATION BENCH MARK 19 (USE).
 AU3186
 AU3186                          STATION RECOVERY (1948)
 AU3186
 AU3186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3186'A THOROUGH SEARCH WAS MADE BUT THE STATION COULD NOT BE FOUND.
 AU3186'THE AREA IS COVERED BY 2 FEET OF WATER AND THICK GRASS AND
 AU3186'THE STATION MIGHT STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0919 ***********************************************************************
 AV0919  DESIGNATION -  STATION 311+54.6
 AV0919  PID         -  AV0919
 AV0919  STATE/COUNTY-  LA/CAMERON
 AV0919  USGS QUAD   -  WEST OF GREENS BAYOU (1993)
 AV0919
 AV0919                         *CURRENT SURVEY CONTROL
 AV0919  ___________________________________________________________________
 AV0919* NAD 83(1992)-  29 59 53.16965(N)    093 46 02.50324(W)     ADJUSTED  
 AV0919* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0919  ___________________________________________________________________
 AV0919  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AV0919  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AV0919
 AV0919  HORZ ORDER  -  SECOND
 AV0919
 AV0919.The horizontal coordinates were established by classical geodetic methods
 AV0919.and adjusted by the National Geodetic Survey in February 1996..
 AV0919
 AV0919.The orthometric height was scaled from a topographic map.
 AV0919
 AV0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0919
 AV0919.The geoid height was determined by GEOID03.
 AV0919
 AV0919;                    North         East     Units Scale Factor Converg.
 AV0919;SPC LA S     -   168,550.155   765,180.258   MT  0.99992575   -1 13 01.4
 AV0919;SPC LA S     -   552,984.97  2,510,428.90   sFT  0.99992575   -1 13 01.4
 AV0919;SPC TX C     - 3,055,435.222 1,333,191.775   MT  1.00003376   +3 22 54.7
 AV0919;SPC TX C     -10,024,373.72  4,373,980.02   sFT  1.00003376   +3 22 54.7
 AV0919;SPC TXSC     - 4,251,210.912 1,104,683.638   MT  0.99993005   +2 33 48.7
 AV0919;SPC TXSC     -13,947,514.47  3,624,282.90   sFT  0.99993005   +2 33 48.7
 AV0919;UTM  15      - 3,318,822.923   425,987.187   MT  0.99966758   -0 23 01.2
 AV0919
 AV0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0919!SPC LA S     -   1.00000398  x   0.99992575  =   0.99992973
 AV0919!SPC TX C     -   1.00000398  x   1.00003376  =   1.00003774
 AV0919!SPC TXSC     -   1.00000398  x   0.99993005  =   0.99993403
 AV0919!UTM  15      -   1.00000398  x   0.99966758  =   0.99967155
 AV0919
 AV0919|---------------------------------------------------------------------|
 AV0919| PID    Reference Object                     Distance      Geod. Az  |
 AV0919|                                                           dddmmss.s |
 AV0919| CV9424 STATION 311+54.6 RM 1                19.748 METERS 00822     |
 AV0919| BK3213 STATION 434+77.4                    APPROX. 3.4 KM 0451446.3 |
 AV0919| CV9425 STATION 311+54.6 RM 2                17.999 METERS 10414     |
 AV0919|---------------------------------------------------------------------|
 AV0919
 AV0919                          SUPERSEDED SURVEY CONTROL
 AV0919
 AV0919  NAD 83(1992)-  29 59 53.16953(N)    093 46 02.50334(W) AD(       ) 2
 AV0919  NAD 83(1986)-  29 59 53.18978(N)    093 46 02.48977(W) AD(       ) 2
 AV0919  NAD 27      -  29 59 52.42600(N)    093 46 01.88700(W) AD(       ) 2
 AV0919
 AV0919.Superseded values are not recommended for survey control.
 AV0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0919.See file dsdata.txt to determine how the superseded data were derived.
 AV0919
 AV0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2598718823(NAD 83)
 AV0919_MARKER: N = NAIL
 AV0919_SETTING: 0 = UNSPECIFIED SETTING
 AV0919
 AV0919  HISTORY     - Date     Condition        Report By
 AV0919  HISTORY     - 1933     MONUMENTED       USE
 AV0919  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0919
 AV0919                          STATION DESCRIPTION
 AV0919
 AV0919'DESCRIBED BY US ENGINEERS 1933 (ERM)
 AV0919'REFERENCE LINE STATION 311+54.6 OF THE U.S.E. 1924-25 RESURVEY
 AV0919'OF THE SABINE RIVER IS ON THE E BANK OF THE RIVER, 0.2 MILE
 AV0919'N OF EAST PASS, 50 METERS FROM THE BANK, BETWEEN THE BANK
 AV0919'AND SANDY DREDGE SPOIL PILE.  AT 85 DEG MAGNETIC AZIMUTH
 AV0919'FROM THE BANK.
 AV0919'
 AV0919'STATION MARK IS A NAIL IN A CONCRETE FILLED 3-INCH IRONPIPE.
 AV0919'
 AV0919'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE CAST AROUND
 AV0919'2- BY 4-INCH STAKES DRIVEN IN THE MARSH.
 AV0919'
 AV0919'A 20-FOOT TRIPOD AND SCAFFOLD WAS USED TO CLEAR THE MARSH
 AV0919'GRASS.  STATION CAN BE REACHED ONLY BY BOAT.
 AV0919'
 AV0919'STATION IS ALSO KNOWN AS ZERO.
 AV0919'
 AV0919'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 AV0919
 AV0919                          STATION RECOVERY (1947)
 AV0919
 AV0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0919'A SEARCH WAS MADE IN THE VICINITY OF THE STATION, BUT NEITHER
 AV0919'THE STATION NOR REFERENCE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3213 ***********************************************************************
 BK3213  DESIGNATION -  STATION 434+77.4
 BK3213  PID         -  BK3213
 BK3213  STATE/COUNTY-  LA/CAMERON
 BK3213  USGS QUAD   -  ORANGE (1996)
 BK3213
 BK3213                         *CURRENT SURVEY CONTROL
 BK3213  ___________________________________________________________________
 BK3213* NAD 83(1992)-  30 01 11.10037(N)    093 44 32.16841(W)     ADJUSTED  
 BK3213* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BK3213  ___________________________________________________________________
 BK3213  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK3213  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK3213
 BK3213  HORZ ORDER  -  SECOND
 BK3213
 BK3213.The horizontal coordinates were established by classical geodetic methods
 BK3213.and adjusted by the National Geodetic Survey in February 1996..
 BK3213
 BK3213.The orthometric height was scaled from a topographic map.
 BK3213
 BK3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3213
 BK3213.The geoid height was determined by GEOID03.
 BK3213
 BK3213;                    North         East     Units Scale Factor Converg.
 BK3213;SPC LA S     -   170,897.963   767,651.154   MT  0.99992580   -1 12 16.2
 BK3213;SPC LA S     -   560,687.73  2,518,535.49   sFT  0.99992580   -1 12 16.2
 BK3213;SPC TX C     - 3,057,973.861 1,335,466.699   MT  1.00002728   +3 23 41.2
 BK3213;SPC TX C     -10,032,702.58  4,381,443.66   sFT  1.00002728   +3 23 41.2
 BK3213;UTM  15      - 3,321,205.794   428,423.045   MT  0.99966321   -0 22 16.9
 BK3213
 BK3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3213!SPC LA S     -   1.00000429  x   0.99992580  =   0.99993009
 BK3213!SPC TX C     -   1.00000429  x   1.00002728  =   1.00003157
 BK3213!UTM  15      -   1.00000429  x   0.99966321  =   0.99966750
 BK3213
 BK3213:                Primary Azimuth Mark                     Grid Az
 BK3213:SPC LA S     -  ORANGE RICE MILL TANK                    006 12 06.3
 BK3213:SPC TX C     -  ORANGE RICE MILL TANK                    001 36 08.9
 BK3213:UTM  15      -  ORANGE RICE MILL TANK                    005 22 07.0
 BK3213
 BK3213|---------------------------------------------------------------------|
 BK3213| PID    Reference Object                     Distance      Geod. Az  |
 BK3213|                                                           dddmmss.s |
 BK3213| BK3215 ORANGE RICE MILL TANK               APPROX. 7.6 KM 0045950.1 |
 BK3213| BK3212 SPOIL                               APPROX. 7.9 KM 0575621.2 |
 BK3213| CV8408 STATION 434+77.4 RM 2                25.970 METERS 07846     |
 BK3213| CV8407 STATION 434+77.4 RM 1                29.353 METERS 31648     |
 BK3213|---------------------------------------------------------------------|
 BK3213
 BK3213                          SUPERSEDED SURVEY CONTROL
 BK3213
 BK3213  NAD 83(1992)-  30 01 11.10031(N)    093 44 32.16849(W) AD(       ) 2
 BK3213  NAD 83(1986)-  30 01 11.12095(N)    093 44 32.15527(W) AD(       ) 2
 BK3213  NAD 27      -  30 01 10.36000(N)    093 44 31.55600(W) AD(       ) 2
 BK3213
 BK3213.Superseded values are not recommended for survey control.
 BK3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3213.See file dsdata.txt to determine how the superseded data were derived.
 BK3213
 BK3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2842321206(NAD 83)
 BK3213_MARKER: N = NAIL
 BK3213_SETTING: 0 = UNSPECIFIED SETTING
 BK3213
 BK3213  HISTORY     - Date     Condition        Report By
 BK3213  HISTORY     - 1933     MONUMENTED       USE
 BK3213  HISTORY     - 1947     MARK NOT FOUND   CGS
 BK3213
 BK3213                          STATION DESCRIPTION
 BK3213
 BK3213'DESCRIBED BY US ENGINEERS 1933 (ERM)
 BK3213'THIS STATION IS THE REFERENCE LINE STATION 434 + 77.4 OF
 BK3213'THE U.S.E. 1924-25 RE-SURVEY OF THE SABINE RIVER.  ON THE
 BK3213'S BANK OF THE SABINE RIVER, 3.8 MILES FROM ITS MOUTH, 0.3
 BK3213'MILE SW OF BEACON 4, 65 METERS FROM THE SHORE IN HIGH MARSH
 BK3213'GRASS AND BOGGY GROUND.
 BK3213'
 BK3213'STATION MARK IS A 3-INCH IRON PIPE FILLED WITH CONCRETE
 BK3213'AND NAIL HEAD TO MARK THE CENTER.
 BK3213'
 BK3213'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP
 BK3213'OF SQUARE BLOCKS OF CONCRETE CAST AROUND 2 BY 4 STAKES DRIVEN
 BK3213'INTO THE MARSH.
 BK3213'
 BK3213'STATION CAN ONLY BE REACHED BY BOAT VIA THE SABINE RIVER.
 BK3213'
 BK3213'A 20-FOOT TRIPOD AND SCAFFOLD WAS USED.
 BK3213
 BK3213                          STATION RECOVERY (1947)
 BK3213
 BK3213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3213'A THOROUGH SEARCH WAS MADE IN THE VICINITY, IN 8-FOOT MARSH
 BK3213'GRASS, USING A PLANE TABLE AND STADIA, BUT THE STATION WAS
 BK3213'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6253 ***********************************************************************
 AH6253  DESIGNATION -  STATION 5
 AH6253  PID         -  AH6253
 AH6253  STATE/COUNTY-  LA/TERREBONNE
 AH6253  USGS QUAD   -  HOUMA (1980)
 AH6253
 AH6253                         *CURRENT SURVEY CONTROL
 AH6253  ___________________________________________________________________
 AH6253* NAD 83(1992)-  29 34 33.19291(N)    090 41 11.06130(W)     ADJUSTED  
 AH6253* NAVD 88     -         2.9  **(meters)      10.   **(feet)  GPS OBS   
 AH6253  **This station is located in a subsidence area (see below).
 AH6253  ___________________________________________________________________
 AH6253  X           -     -66,506.727 (meters)                     COMP
 AH6253  Y           -  -5,551,194.047 (meters)                     COMP
 AH6253  Z           -   3,129,562.035 (meters)                     COMP
 AH6253  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6253  ELLIP HEIGHT-         -22.47  (meters)          (02/21/02) GPS OBS
 AH6253  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6253
 AH6253  HORZ ORDER  -  FIRST
 AH6253  ELLP ORDER  -  FIFTH     CLASS I
 AH6253
 AH6253.The horizontal coordinates were established by GPS observations
 AH6253.and adjusted by the National Geodetic Survey in December 1998..
 AH6253
 AH6253 ** The orthometric height has not been validated since last determined
 AH6253 ** by differential leveling and should not be used for control purposes.
 AH6253 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6253 ** area with valid NAVD 88 orthometric heights.
 AH6253 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6253 ** epoch indicated which incorporates improved geoid heights for the
 AH6253 ** Southern Louisiana Subsidence area.
 AH6253 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6253.The orthometric height was determined by GPS observations and a
 AH6253.high-resolution geoid model.
 AH6253
 AH6253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6253
 AH6253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6253
 AH6253.The ellipsoidal height was determined by GPS observations
 AH6253.and is referenced to NAD 83.
 AH6253
 AH6253.The geoid height was determined by GEOID03.
 AH6253
 AH6253;                    North         East     Units Scale Factor Converg.
 AH6253;SPC LA S     -   119,433.950 1,062,680.051   MT  0.99995307   +0 19 24.5
 AH6253;SPC LA S     -   391,842.88  3,486,476.13   sFT  0.99995307   +0 19 24.5
 AH6253;UTM  15      - 3,274,025.832   724,114.960   MT  1.00021979   +1 08 32.7
 AH6253
 AH6253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6253!SPC LA S     -   1.00000353  x   0.99995307  =   0.99995660
 AH6253!UTM  15      -   1.00000353  x   1.00021979  =   1.00022332
 AH6253
 AH6253:                Primary Azimuth Mark                     Grid Az
 AH6253:SPC LA S     -  STATION 1                                043 40 24.6
 AH6253:UTM  15      -  STATION 1                                042 51 16.4
 AH6253
 AH6253|---------------------------------------------------------------------|
 AH6253| PID    Reference Object                     Distance      Geod. Az  |
 AH6253|                                                           dddmmss.s |
 AH6253| AH6259 STATION 1                           APPROX. 0.8 KM 0435949.1 |
 AH6253|---------------------------------------------------------------------|
 AH6253
 AH6253                          SUPERSEDED SURVEY CONTROL
 AH6253
 AH6253  ELLIP H (12/17/98)  -22.43   (m)                       GP(       ) 4 2
 AH6253
 AH6253.Superseded values are not recommended for survey control.
 AH6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6253.See file dsdata.txt to determine how the superseded data were derived.
 AH6253
 AH6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2411574026(NAD 83)
 AH6253_MARKER: DD = SURVEY DISK
 AH6253_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH6253_STAMPING: STA.5 G.S.E. 1984
 AH6253_MARK LOGO: GSENG 
 AH6253_PROJECTION: FLUSH
 AH6253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6253+SATELLITE: SATELLITE OBSERVATIONS - 1984
 AH6253
 AH6253  HISTORY     - Date     Condition        Report By
 AH6253  HISTORY     - 1984     MONUMENTED       GSENG
 AH6253
 AH6253                          STATION DESCRIPTION
 AH6253
 AH6253'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1984
 AH6253'MONUMENT IS LOCATED EAST OF THE CITY OF HOUMA ALONG THE EASTERN
 AH6253'RIGHT-OF-WAY OF BOUNDARY ROAD APPROXIMATELY 150.00 FT (45.72 M) NORTH
 AH6253'OF GRAND CAILLOU ROAD.  TOWNSHIP 17 SOUTH RANGE 17 EAST SECTION 104.
 AH6253'MONUMENT IS A BRASS DISK SET IN 1984 BY GULF SOUTH ENGINEERS, INC. AS
 AH6253'PART OF INSTRUMENT CALIBRATION BASELINE.  IT IS STAMPED STA.5 G.S.E.
 AH6253'1984 AND IS FLUSH WITH THE GROUND. MONUMENT IS 14.50 FT (4.42 M)
 AH6253'SOUTHEAST OF THE CENTERLINE OF BOUNDARY ROAD, 25.75 FT (7.85 M) WEST
 AH6253'OF THE CENTER OF A GATE, 26.00 FT (7.92 M) NORTHEAST OF A SPEED LIMIT
 AH6253'SIGN, 4.00 FT (1.22 M) NORTHWEST OF A CHAIN LINK FENCE THAT SURROUNDS
 AH6253'AN OPEN LOT, 1.00 FT (0.30 M) SOUTEHAST OF A METAL POST WITH
 AH6253'REFLECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3208 ***********************************************************************
 BK3208  DESIGNATION -  STATION 574+77.6
 BK3208  PID         -  BK3208
 BK3208  STATE/COUNTY-  LA/CAMERON
 BK3208  USGS QUAD   -  ORANGE (1996)
 BK3208
 BK3208                         *CURRENT SURVEY CONTROL
 BK3208  ___________________________________________________________________
 BK3208* NAD 83(1992)-  30 03 03.62588(N)    093 43 13.94651(W)     ADJUSTED  
 BK3208* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BK3208  ___________________________________________________________________
 BK3208  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK3208  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3208
 BK3208  HORZ ORDER  -  SECOND
 BK3208
 BK3208.The horizontal coordinates were established by classical geodetic methods
 BK3208.and adjusted by the National Geodetic Survey in February 1996..
 BK3208
 BK3208.The orthometric height was scaled from a topographic map.
 BK3208
 BK3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3208
 BK3208.The geoid height was determined by GEOID03.
 BK3208
 BK3208;                    North         East     Units Scale Factor Converg.
 BK3208;SPC LA S     -   174,318.038   769,818.782   MT  0.99992613   -1 11 37.1
 BK3208;SPC LA S     -   571,908.43  2,525,647.12   sFT  0.99992613   -1 11 37.1
 BK3208;SPC TX C     - 3,061,557.089 1,337,353.276   MT  1.00001817   +3 24 21.5
 BK3208;SPC TX C     -10,044,458.55  4,387,633.21   sFT  1.00001817   +3 24 21.5
 BK3208;UTM  15      - 3,324,656.107   430,540.165   MT  0.99965952   -0 21 39.0
 BK3208
 BK3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3208!SPC LA S     -   1.00000429  x   0.99992613  =   0.99993042
 BK3208!SPC TX C     -   1.00000429  x   1.00001817  =   1.00002246
 BK3208!UTM  15      -   1.00000429  x   0.99965952  =   0.99966381
 BK3208
 BK3208:                Primary Azimuth Mark                     Grid Az
 BK3208:SPC LA S     -  SPOIL                                    082 17 37.1
 BK3208:SPC TX C     -  SPOIL                                    077 41 38.5
 BK3208:UTM  15      -  SPOIL                                    081 27 39.0
 BK3208
 BK3208|---------------------------------------------------------------------|
 BK3208| PID    Reference Object                     Distance      Geod. Az  |
 BK3208|                                                           dddmmss.s |
 BK3208| BK3212 SPOIL                               APPROX. 4.6 KM 0810600.0 |
 BK3208| CV8410 STATION 574+77.6 RM 2                25.970 METERS 26236     |
 BK3208| BK3204 ORANGE CANNING PLANT TANK           APPROX. 4.8 KM 3231604.6 |
 BK3208| BK3203 ORANGE YELLOW PINE PAPER TK         APPROX. 4.8 KM 3302005.1 |
 BK3208| BK3215 ORANGE RICE MILL TANK               APPROX. 4.4 KM 3405515.1 |
 BK3208| BK3206 ORANGE GULF STATES UTIL W STK       APPROX. 4.5 KM 3480052.3 |
 BK3208| BK3205 ORANGE GULF STATES UTIL E STK       APPROX. 4.5 KM 3482655.7 |
 BK3208| CV8409 STATION 574+77.6 RM 1                29.353 METERS 35038     |
 BK3208|---------------------------------------------------------------------|
 BK3208
 BK3208                          SUPERSEDED SURVEY CONTROL
 BK3208
 BK3208  NAD 83(1992)-  30 03 03.62585(N)    093 43 13.94662(W) AD(       ) 2
 BK3208  NAD 83(1986)-  30 03 03.64654(N)    093 43 13.93417(W) AD(       ) 2
 BK3208  NAD 27      -  30 03 02.88700(N)    093 43 13.33900(W) AD(       ) 2
 BK3208
 BK3208.Superseded values are not recommended for survey control.
 BK3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3208.See file dsdata.txt to determine how the superseded data were derived.
 BK3208
 BK3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3054024656(NAD 83)
 BK3208_MARKER: N = NAIL
 BK3208_SETTING: 0 = UNSPECIFIED SETTING
 BK3208
 BK3208  HISTORY     - Date     Condition        Report By
 BK3208  HISTORY     - 1933     MONUMENTED       USE
 BK3208  HISTORY     - 1947     GOOD             CGS
 BK3208
 BK3208                          STATION DESCRIPTION
 BK3208
 BK3208'DESCRIBED BY US ENGINEERS 1933 (ERM)
 BK3208'THIS IS STATION 574 + 77.6 OF THE U.S. ENGINEER REFERENCE
 BK3208'LINE OF THE SURVEY OF 1924-25, AND WAS FORMERLY STATION 140
 BK3208'OF 1912.  IT IS LOCATED ON THE E BANK OF THE SABINE RIVER
 BK3208'ABOUT 300 METERS BELOW THE CUT-OFF TO THE LAKE CHARLES DEEP
 BK3208'WATER CANAL AND ABOUT 60 METERS FROM THE BANK, IN MARSH.
 BK3208'
 BK3208'STATION MARK IS A 3-INCH GALVANIZED IRON PIPE FILLED WITH
 BK3208'CEMENT WITH A NAIL MARKING THE CENTER.
 BK3208'
 BK3208'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN TOP OF
 BK3208'SQUARE BLOCKS OF CONCRETE CAST AROUND STAKES IN MARSH.
 BK3208'
 BK3208'A 20-FOOT SIGNAL WAS BUILT OVER THE STATION.
 BK3208
 BK3208                          STATION RECOVERY (1947)
 BK3208
 BK3208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3208'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH ONE
 BK3208'EXCEPTION--STATION IS ABOUT 120 METERS E OF THE E BANK OF SABINE
 BK3208'RIVER STATION MARK RECOVERED IN FAIR CONDITION.  THE IRON PIPE
 BK3208'IS BADLY RUSTED AND THE NAIL IN THE CENTER OF CONCRETE IS
 BK3208'COMPLETELY RUSTED AWAY.  REFERENCE MARKS 1 AND 2 WERE
 BK3208'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1515 ***********************************************************************
 BX1515  DESIGNATION -  STATION 6 USGS
 BX1515  PID         -  BX1515
 BX1515  STATE/COUNTY-  LA/WINN
 BX1515  USGS QUAD   -  CALVIN (1983)
 BX1515
 BX1515                         *CURRENT SURVEY CONTROL
 BX1515  ___________________________________________________________________
 BX1515* NAD 83(1986)-  31 57 51.     (N)    092 46 35.     (W)     SCALED    
 BX1515* NAVD 88     -        52.06   (+/-2cm)     170.8    (feet)  VERTCON   
 BX1515  ___________________________________________________________________
 BX1515  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX1515
 BX1515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1515
 BX1515.The horizontal coordinates were scaled from a topographic map and have
 BX1515.an estimated accuracy of +/- 6 seconds.
 BX1515
 BX1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1515.The vertical order pertains to the NGVD 29 superseded value.
 BX1515
 BX1515.The geoid height was determined by GEOID03.
 BX1515
 BX1515;                    North         East    Units  Estimated Accuracy
 BX1515;SPC LA N     -   162,370.      973,880.      MT  (+/- 180 meters Scaled)
 BX1515
 BX1515                          SUPERSEDED SURVEY CONTROL
 BX1515
 BX1515  NGVD 29 (??/??/??)   52.093  (m)          170.91   (f) ADJUSTED    2 0
 BX1515
 BX1515.Superseded values are not recommended for survey control.
 BX1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1515.See file dsdata.txt to determine how the superseded data were derived.
 BX1515
 BX1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR211364(NAD 83)
 BX1515_MARKER: P = PIPE CAP
 BX1515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1515_STAMPING: STATION 6 1906
 BX1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1515
 BX1515  HISTORY     - Date     Condition        Report By
 BX1515  HISTORY     - 1906     MONUMENTED       USGS
 BX1515  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1515
 BX1515                          STATION DESCRIPTION
 BX1515
 BX1515'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 BX1515'IN CALVIN.
 BX1515'AT CALVIN, WINN PARISH, 99 FEET EAST OF THE EAST END OF THE LOUISIANA
 BX1515'AND ARKANSAS RAILWAY STATION, 102 FEET SOUTH OF STATE HIGHWAY 9, 55
 BX1515'FEET WEST OF A ROAD CROSSING, AND 17 FEET NORTH OF THE CENTER LINE OF
 BX1515'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 BX1515'STATION 6 1906 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 BX1515
 BX1515                          STATION RECOVERY (1998)
 BX1515
 BX1515'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1519 ***********************************************************************
 BX1519  DESIGNATION -  STATION 7 USGS
 BX1519  PID         -  BX1519
 BX1519  STATE/COUNTY-  LA/WINN
 BX1519  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1519
 BX1519                         *CURRENT SURVEY CONTROL
 BX1519  ___________________________________________________________________
 BX1519* NAD 83(1986)-  31 57 21.     (N)    092 42 12.     (W)     SCALED    
 BX1519* NAVD 88     -        37.72   (+/-2cm)     123.8    (feet)  VERTCON   
 BX1519  ___________________________________________________________________
 BX1519  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BX1519
 BX1519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1519
 BX1519.The horizontal coordinates were scaled from a topographic map and have
 BX1519.an estimated accuracy of +/- 6 seconds.
 BX1519
 BX1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1519.The vertical order pertains to the NGVD 29 superseded value.
 BX1519
 BX1519.The geoid height was determined by GEOID03.
 BX1519
 BX1519;                    North         East    Units  Estimated Accuracy
 BX1519;SPC LA N     -   161,430.      980,780.      MT  (+/- 180 meters Scaled)
 BX1519
 BX1519                          SUPERSEDED SURVEY CONTROL
 BX1519
 BX1519  NGVD 29 (??/??/??)   37.755  (m)          123.87   (f) ADJUSTED    2 0
 BX1519
 BX1519.Superseded values are not recommended for survey control.
 BX1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1519.See file dsdata.txt to determine how the superseded data were derived.
 BX1519
 BX1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR280355(NAD 83)
 BX1519_MARKER: P = PIPE CAP
 BX1519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1519_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1519_STAMPING: STATION 7 1906
 BX1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1519
 BX1519  HISTORY     - Date     Condition        Report By
 BX1519  HISTORY     - 1906     MONUMENTED       USGS
 BX1519  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 BX1519
 BX1519                          STATION DESCRIPTION
 BX1519
 BX1519'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 BX1519'4.3 MI E FROM CALVIN.
 BX1519'ABOUT 4.3 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1519'STATION AT CALVIN, WINN PARISH, ABOUT 5 POLES EAST OF MILEPOST 143, 48
 BX1519'FEET SOUTH OF STATE HIGHWAY 9, 23 FEET NORTH OF THE CENTER LINE OF THE
 BX1519'TRACK, AND 25 FEET SOUTH OF A FENCE.  A UNITED STATES GEOLOGICAL
 BX1519'SURVEY STANDARD CAP, STAMPED STATION 7 1906 AND RIVETED ON THE TOP OF
 BX1519'A 3-1/2-INCH IRON PIPE.
 BX1519
 BX1519                          STATION RECOVERY (1998)
 BX1519
 BX1519'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6477 ***********************************************************************
 AH6477  DESIGNATION -  STCB 01
 AH6477  PID         -  AH6477
 AH6477  STATE/COUNTY-  LA/TERREBONNE
 AH6477  USGS QUAD   -  HOUMA (1980)
 AH6477
 AH6477                         *CURRENT SURVEY CONTROL
 AH6477  ___________________________________________________________________
 AH6477* NAD 83(1992)-  29 35 16.40069(N)    090 44 39.81533(W)     ADJUSTED  
 AH6477* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6477  **This station is located in a subsidence area (see below).
 AH6477  ___________________________________________________________________
 AH6477  X           -     -72,116.337 (meters)                     COMP
 AH6477  Y           -  -5,550,466.533 (meters)                     COMP
 AH6477  Z           -   3,130,718.631 (meters)                     COMP
 AH6477  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6477  ELLIP HEIGHT-         -23.22  (meters)          (02/21/02) GPS OBS
 AH6477  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AH6477
 AH6477  HORZ ORDER  -  FIRST
 AH6477  ELLP ORDER  -  FIFTH     CLASS I
 AH6477
 AH6477.The horizontal coordinates were established by GPS observations
 AH6477.and adjusted by the National Geodetic Survey in December 1998..
 AH6477
 AH6477 ** The orthometric height has not been validated since last determined
 AH6477 ** by differential leveling and should not be used for control purposes.
 AH6477 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6477 ** area with valid NAVD 88 orthometric heights.
 AH6477 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6477 ** epoch indicated which incorporates improved geoid heights for the
 AH6477 ** Southern Louisiana Subsidence area.
 AH6477 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6477.The orthometric height was determined by GPS observations and a
 AH6477.high-resolution geoid model.
 AH6477
 AH6477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6477
 AH6477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6477
 AH6477.The ellipsoidal height was determined by GPS observations
 AH6477.and is referenced to NAD 83.
 AH6477
 AH6477.The geoid height was determined by GEOID03.
 AH6477
 AH6477;                    North         East     Units Scale Factor Converg.
 AH6477;SPC LA S     -   120,733.956 1,057,054.949   MT  0.99995155   +0 17 40.1
 AH6477;SPC LA S     -   396,107.99  3,468,021.11   sFT  0.99995155   +0 17 40.1
 AH6477;UTM  15      - 3,275,245.578   718,470.423   MT  1.00018895   +1 06 51.0
 AH6477
 AH6477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6477!SPC LA S     -   1.00000365  x   0.99995155  =   0.99995520
 AH6477!UTM  15      -   1.00000365  x   1.00018895  =   1.00019260
 AH6477
 AH6477:                Primary Azimuth Mark                     Grid Az
 AH6477:SPC LA S     -  VALB 03                                  195 33 19.0
 AH6477:UTM  15      -  VALB 03                                  194 44 08.1
 AH6477
 AH6477|---------------------------------------------------------------------|
 AH6477| PID    Reference Object                     Distance      Geod. Az  |
 AH6477|                                                           dddmmss.s |
 AH6477| AH6540 VALB 03                             APPROX. 0.6 KM 1955059.1 |
 AH6477|---------------------------------------------------------------------|
 AH6477
 AH6477                          SUPERSEDED SURVEY CONTROL
 AH6477
 AH6477  ELLIP H (12/17/98)  -23.18   (m)                       GP(       ) 4 2
 AH6477
 AH6477.Superseded values are not recommended for survey control.
 AH6477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6477.See file dsdata.txt to determine how the superseded data were derived.
 AH6477
 AH6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1847075246(NAD 83)
 AH6477_MARKER: DD = SURVEY DISK
 AH6477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6477_STAMPING: STCB 01
 AH6477_MARK LOGO: LA-109
 AH6477_PROJECTION: FLUSH
 AH6477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6477+STABILITY: SURFACE MOTION
 AH6477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6477+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6477
 AH6477  HISTORY     - Date     Condition        Report By
 AH6477  HISTORY     - 1995     MONUMENTED       MPHI
 AH6477
 AH6477                          STATION DESCRIPTION
 AH6477
 AH6477'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6477'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6477'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6477'ON HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO INTERSECTION WITH HWY
 AH6477'311.  TURN RIGHT ON HWY 311 AND TRAVEL NORTH FOR 1.45 MI (2.33 KM) TO
 AH6477'INTERSECTION WITH ST. CHARLES STREET.  TURN LEFT ON ST. CHARLES STREET
 AH6477'AND TRAVEL WEST FOR 0.25 MI (0.40 KM) TO INTERSECTION WITH MYSTIC BLVD
 AH6477'AND THE STATION IS ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN
 AH6477'CONCRETE. THE STATION IS 169.80 FT (51.76 M) NORTHWEST FROM THE
 AH6477'CENTERLINE OF ST. CHARLES STREET, 44.00 FT (13.41 M) SOUTHWEST FROM
 AH6477'THE CENTERLINE OF THE 2-CATCH BASINS, 32.60 FT (9.94 M) NORTHEAST FROM
 AH6477'THE CENTERLINE OF 2-CATCH BASINS, 29.80 FT (9.08 M) NORTH FROM THE
 AH6477'CENTERLINE OF THE SEWER COVER, 138.80 FT (42.31 M) NORTHWEST FROM THE
 AH6477'FIRE HYDRANT, 17.70 FT (5.39 M) NORTHEAST FROM THE CENTERLINE OF
 AH6477'MYSTIC BLVD, AND 30.10 FT (9.17 M) SOUTHWEST FROM THE CENTERLINE OF
 AH6477'MYSTIC BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2590 ***********************************************************************
 AU2590  DESIGNATION -  STEEL OIL DERRICK
 AU2590  PID         -  AU2590
 AU2590  STATE/COUNTY-  LA/IBERIA
 AU2590  USGS QUAD   -  CYPREMORT POINT (1994)
 AU2590
 AU2590                         *CURRENT SURVEY CONTROL
 AU2590  ___________________________________________________________________
 AU2590* NAD 83(1992)-  29 41 42.51975(N)    091 54 55.32855(W)     ADJUSTED  
 AU2590* NAVD 88     -                                                        
 AU2590  **This station is located in a subsidence area (see below).
 AU2590  ___________________________________________________________________
 AU2590  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU2590  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AU2590
 AU2590  HORZ ORDER  -  THIRD
 AU2590
 AU2590.The horizontal coordinates were established by classical geodetic methods
 AU2590.and adjusted by the National Geodetic Survey in January 1993..
 AU2590
 AU2590 ** The orthometric height has not been validated since last determined
 AU2590 ** by differential leveling and should not be used for control purposes.
 AU2590 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2590 ** area with valid NAVD 88 orthometric heights.
 AU2590 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2590 ** epoch indicated which incorporates improved geoid heights for the
 AU2590 ** Southern Louisiana Subsidence area.
 AU2590 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2590
 AU2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2590
 AU2590.The geoid height was determined by GEOID03.
 AU2590
 AU2590;                    North         East     Units Scale Factor Converg.
 AU2590;SPC LA S     -   132,618.602   943,674.316   MT  0.99993989   -0 17 27.7
 AU2590;SPC LA S     -   435,099.53  3,096,038.15   sFT  0.99993989   -0 17 27.7
 AU2590;UTM  15      - 3,285,497.713   604,931.617   MT  0.99973585   +0 32 14.5
 AU2590
 AU2590                          SUPERSEDED SURVEY CONTROL
 AU2590
 AU2590  NAD 83(1986)-  29 41 42.54260(N)    091 54 55.31934(W) AD(       ) 4
 AU2590  NAD 27      -  29 41 41.78000(N)    091 54 54.86000(W) AD(       ) 3
 AU2590
 AU2590.Superseded values are not recommended for survey control.
 AU2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2590.See file dsdata.txt to determine how the superseded data were derived.
 AU2590
 AU2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN0493285498(NAD 83)
 AU2590
 AU2590  HISTORY     - Date     Condition        Report By
 AU2590  HISTORY     - UNK      MONUMENTED
 AU2590  HISTORY     - 1950     MARK NOT FOUND   CGS
 AU2590
 AU2590                          STATION DESCRIPTION
 AU2590
 AU2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AU2590'STATION LOST.  THE ONLY OIL WELL IN THE VICINITY WAS DRILLED AFTER
 AU2590'1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2121 ***********************************************************************
 BJ2121  DESIGNATION -  STEP
 BJ2121  PID         -  BJ2121
 BJ2121  STATE/COUNTY-  LA/LAFAYETTE
 BJ2121  USGS QUAD   -  BROUSSARD (1983)
 BJ2121
 BJ2121                         *CURRENT SURVEY CONTROL
 BJ2121  ___________________________________________________________________
 BJ2121* NAD 83(1992)-  30 12 28.79762(N)    091 59 36.98563(W)     ADJUSTED  
 BJ2121* NAVD 88     -        11.88   (+/-2cm)      39.0  **(feet)  VERTCON   
 BJ2121  **This station is located in a subsidence area (see below).
 BJ2121  ___________________________________________________________________
 BJ2121  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ2121  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2121
 BJ2121  HORZ ORDER  -  SECOND
 BJ2121  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2121
 BJ2121.This mark is at Lafayette Airport (LFT)
 BJ2121
 BJ2121.The horizontal coordinates were established by classical geodetic methods
 BJ2121.and adjusted by the National Geodetic Survey in January 1993..
 BJ2121
 BJ2121 ** The orthometric height has not been validated since last determined
 BJ2121 ** by differential leveling and should not be used for control purposes.
 BJ2121 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2121 ** area with valid NAVD 88 orthometric heights.
 BJ2121 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2121 ** epoch indicated which incorporates improved geoid heights for the
 BJ2121 ** Southern Louisiana Subsidence area.
 BJ2121 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2121.The vertical order pertains to the NGVD 29 superseded value.
 BJ2121
 BJ2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2121
 BJ2121.The geoid height was determined by GEOID03.
 BJ2121
 BJ2121;                    North         East     Units Scale Factor Converg.
 BJ2121;SPC LA S     -   189,505.498   936,430.572   MT  0.99993225   -0 19 48.5
 BJ2121;SPC LA S     -   621,735.95  3,072,272.63   sFT  0.99993225   -0 19 48.5
 BJ2121;UTM  15      - 3,342,261.778   596,863.685   MT  0.99971575   +0 30 23.0
 BJ2121
 BJ2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2121!SPC LA S     -   1.00000242  x   0.99993225  =   0.99993467
 BJ2121!UTM  15      -   1.00000242  x   0.99971575  =   0.99971817
 BJ2121
 BJ2121|---------------------------------------------------------------------|
 BJ2121| PID    Reference Object                     Distance      Geod. Az  |
 BJ2121|                                                           dddmmss.s |
 BJ2121| BJ2120 STEP RM 1                            16.978 METERS 01428     |
 BJ2121| BJ5308 ARP                                 APPROX. 0.5 KM 1445806.7 |
 BJ2121| BJ5307 STEP 2                              450.587 METERS 1480545.7 |
 BJ2121| BJ5173 STEP 1969 A                          30.766 METERS 25542     |
 BJ2121| BJ2117 28 A 014                            365.439 METERS 28049     |
 BJ2121| BJ2123 E 120 RESET                          16.978 METERS 29057     |
 BJ2121|---------------------------------------------------------------------|
 BJ2121
 BJ2121                          SUPERSEDED SURVEY CONTROL
 BJ2121
 BJ2121  NAD 83(1986)-  30 12 28.81752(N)    091 59 36.97972(W) AD(       ) 2
 BJ2121  NAD 27      -  30 12 28.09541(N)    091 59 36.54882(W) AD(       ) 2
 BJ2121  NGVD 29 (??/??/??)   11.887  (m)           39.00   (f) ADJUSTED    1 1
 BJ2121
 BJ2121.Superseded values are not recommended for survey control.
 BJ2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2121.See file dsdata.txt to determine how the superseded data were derived.
 BJ2121
 BJ2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9686442262(NAD 83)
 BJ2121_MARKER: DS = TRIANGULATION STATION DISK
 BJ2121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2121_SP_SET: STEPS
 BJ2121_STAMPING: STEP 1969
 BJ2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2121
 BJ2121  HISTORY     - Date     Condition        Report By
 BJ2121  HISTORY     - 1969     MONUMENTED       CGS
 BJ2121  HISTORY     - 1970     GOOD             NGS
 BJ2121  HISTORY     - 1979     GOOD             NGS
 BJ2121
 BJ2121                          STATION DESCRIPTION
 BJ2121
 BJ2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ2121'THE STATION IS LOCATED NEAR THE TERMINAL BUILDING AT THE LAFAYETTE
 BJ2121'AIRPORT.  IT IS ON THE FIRST STEP LEADING TO THE UPPER FLOOR AT THE
 BJ2121'REAR OF THE BUILDING.
 BJ2121'
 BJ2121'THE STATION MARK IS A STANDARD DISK, STAMPED STEP 1969, SET IN A
 BJ2121'DRILL HOLE IN THE BOTTOM STEP OF THE STAIRWAY AT THE TERMINAL
 BJ2121'BUILDING, AND IS FLUSH WITH THE STEP.  IT IS 16.4 FEET EAST OF A
 BJ2121'HURRICANE FENCE-CORNER, 16 FEET WEST OF THE WEST WALL OF THE
 BJ2121'BUILDING AND 6 FEET NORTH OF A STEP TO THE UPPER FLOOR.
 BJ2121'
 BJ2121'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STEP NO 1 1969,
 BJ2121'CEMENTED IN A DRILL HOLE IN A CONCRETE WALKWAY LEADING AROUND THE
 BJ2121'TERMINAL BUILDING, AND IS FLUSH WITH THE WALKWAY.  IT IS 29.5 FEET
 BJ2121'SOUTHEAST OF A HURRICANE FENCE, 18 FEET SOUTHWEST OF THE NORTH
 BJ2121'CORNER OF THE TERMINAL BUILDING AND 2.3 FEET NORTHWEST OF THE
 BJ2121'TERMINAL BUILDING WALL.
 BJ2121'
 BJ2121'REFERENCE MARK 2 IS A STANDARD BENCH MARK DISK, STAMPED E 120 RESET
 BJ2121'1955, CEMENTED IN A DRILL HOLE IN THE CENTER OF A DRIVEWAY TO A FIRE
 BJ2121'STATION AND IS ABOUT 3 INCHES BELOW THE BLACKTOP SURFACE.  IT IS 40
 BJ2121'FEET WEST-NORTHWEST OF A CORNER OF A HURRICANE FENCE AND 28.5 FEET
 BJ2121'SOUTH OF THE WEST CORNER OF THE FIRE STATION.
 BJ2121'
 BJ2121'THE AZIMUTH MARK IS A LOUISIANA DEPARTMENT OF HIGHWAY STATION MARK
 BJ2121'DISK, STAMPED 28A014, SET IN THE TOP 12-INCH CYLINDRICAL CONCRETE
 BJ2121'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 41 FEET
 BJ2121'SOUTHEAST OF THE CENTERLINE OF A SURFACED ROAD, 2.3 FEET NORTHWEST
 BJ2121'OF A FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST.
 BJ2121'
 BJ2121'NOTE--2/26/70 WAS NOTIFIED BY MR. BLUE, AVIATION DIRECTOR AT
 BJ2121'LAFAYETTE AIRPORT, THAT REFERENCE MARK 1 WILL PROBABLY BE DESTROYED
 BJ2121'WHEN THE SIDEWALK IS REMOVED TO RECTIFY A SEWAGE OBSTRUCTION.
 BJ2121'
 BJ2121'HE WAS INSTRUCTED TO REMOVE THE MARK IF NECESSARY AND THAT A
 BJ2121'REPLACEMENT WOULD BE ESTABLISHED AT A LATER DATE.  NOTE--3/11/70 THE
 BJ2121'MARK WAS NOT DISTURBED AND REMAINS AS DESCRIBED ABOVE.
 BJ2121
 BJ2121                          STATION RECOVERY (1970)
 BJ2121
 BJ2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BJ2121'2.35 MI SE FROM LAFAYETTE.
 BJ2121'ABOUT 1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2121'STATION AT LAFAYETTE, THENCE 0.2 MILE NORTHEAST ALONG STATE HIGHWAY
 BJ2121'729, THENCE 0.1 MILE NORTH ALONG U. S. HIGHWAY 90.  THENCE 0.3 MILE
 BJ2121'NORTHEAST ALONG STATE HIGHWAY 728-8 TO THE ENTRANCE TO THE LAFAYETTE
 BJ2121'MUNICIPAL AIRPORT, THENCE 0.15 MILE SOUTHEAST ALONG THE AIRPORT ROAD,
 BJ2121'SET IN THE TOP OF THE CONCRETE LANDING OF A SET OF CONCRETE STEPS AT
 BJ2121'THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 21.2 FEET
 BJ2121'WEST-NORTHWEST OF THE SOUTHEAST CORNER AND 16.3 FEET WEST OF THE WEST
 BJ2121'FACE OF THE BUILDING, 56 1/2 FEET EAST-SOUTHEAST OF BENCH MARK E 120
 BJ2121'RESET 1955.  SECTION 43, T 10S, R 5E.
 BJ2121
 BJ2121                          STATION RECOVERY (1979)
 BJ2121
 BJ2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BJ2121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5307 ***********************************************************************
 BJ5307  PACS        -  This is a Primary Airport Control Station.
 BJ5307  DESIGNATION -  STEP 2
 BJ5307  PID         -  BJ5307
 BJ5307  STATE/COUNTY-  LA/LAFAYETTE
 BJ5307  USGS QUAD   -  BROUSSARD (1983)
 BJ5307
 BJ5307                         *CURRENT SURVEY CONTROL
 BJ5307  ___________________________________________________________________
 BJ5307* NAD 83(1992)-  30 12 16.37539(N)    091 59 28.08230(W)     ADJUSTED  
 BJ5307* NAVD 88     -        11.87 **(meters)      38.9  **(feet)  GPS OBS   
 BJ5307  **This station is located in a subsidence area (see below).
 BJ5307  ___________________________________________________________________
 BJ5307  X           -    -191,682.839 (meters)                     COMP
 BJ5307  Y           -  -5,513,539.666 (meters)                     COMP
 BJ5307  Z           -   3,189,982.847 (meters)                     COMP
 BJ5307  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5307  ELLIP HEIGHT-         -15.51  (meters)          (05/24/02) GPS OBS
 BJ5307  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ5307
 BJ5307  HORZ ORDER  -  B
 BJ5307  VERT ORDER  -  THIRD (See Below)
 BJ5307  ELLP ORDER  -  FIRST     CLASS I
 BJ5307
 BJ5307.This mark is at Lafayette Airport (LFT)
 BJ5307
 BJ5307.The horizontal coordinates were established by GPS observations
 BJ5307.and adjusted by the National Geodetic Survey in January 2000..
 BJ5307
 BJ5307 ** The orthometric height has not been validated since last determined
 BJ5307 ** by differential leveling and should not be used for control purposes.
 BJ5307 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5307 ** area with valid NAVD 88 orthometric heights.
 BJ5307 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5307 ** epoch indicated which incorporates improved geoid heights for the
 BJ5307 ** Southern Louisiana Subsidence area.
 BJ5307 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5307.The orthometric height was determined by GPS observations and a
 BJ5307.high-resolution geoid model.
 BJ5307
 BJ5307.GPS derived orthometric heights for airport stations designated as
 BJ5307.PACS or SACS are published to 2 decimal places.  This maintains
 BJ5307.centimeter relative accuracy between the PACS and SACS.  It does
 BJ5307.not indicate centimeter accuracy relative to other marks which are
 BJ5307.part of the NAVD 88 network.
 BJ5307.The vertical order pertains to the NGVD 29 superseded value.
 BJ5307
 BJ5307.Photographs are available for this station.
 BJ5307
 BJ5307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5307
 BJ5307.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5307
 BJ5307.The ellipsoidal height was determined by GPS observations
 BJ5307.and is referenced to NAD 83.
 BJ5307
 BJ5307.The geoid height was determined by GEOID03.
 BJ5307
 BJ5307;                    North         East     Units Scale Factor Converg.
 BJ5307;SPC LA S     -   189,121.639   936,666.482   MT  0.99993204   -0 19 44.1
 BJ5307;SPC LA S     -   620,476.58  3,073,046.62   sFT  0.99993204   -0 19 44.1
 BJ5307;UTM  15      - 3,341,881.487   597,105.122   MT  0.99971633   +0 30 27.3
 BJ5307
 BJ5307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5307!SPC LA S     -   1.00000244  x   0.99993204  =   0.99993448
 BJ5307!UTM  15      -   1.00000244  x   0.99971633  =   0.99971877
 BJ5307
 BJ5307|---------------------------------------------------------------------|
 BJ5307| PID    Reference Object                     Distance      Geod. Az  |
 BJ5307|                                                           dddmmss.s |
 BJ5307| BJ5308 ARP                                  73.120 METERS 12519     |
 BJ5307| BJ5306 STEP 2 RM 3                          28.350 METERS 21408     |
 BJ5307| BK2738 LAFAYETTE ST JOHN CATH DOME         APPROX. 3.7 KM 3031236.3 |
 BJ5307| BJ2117 28 A 014                            APPROX. 0.7 KM 3070413.3 |
 BJ5307| BK2739 LAFAYETTE WEST END AVE MUN TK       APPROX. 4.6 KM 3104108.4 |
 BJ5307| BJ5331 NAV REF                             430.369 METERS 3113724.0 |
 BJ5307| BJ5305 E 120 RESET 2                       381.159 METERS 31408     |
 BJ5307| BJ2121 STEP                                450.587 METERS 3280550.2 |
 BJ5307|---------------------------------------------------------------------|
 BJ5307
 BJ5307                          SUPERSEDED SURVEY CONTROL
 BJ5307
 BJ5307  ELLIP H (01/27/00)  -15.52   (m)                       GP(       ) 1 1
 BJ5307  NAD 83(1992)-  30 12 16.37952(N)    091 59 28.08145(W) AD(       ) 2
 BJ5307  NAD 83(1992)-  30 12 16.37952(N)    091 59 28.08146(W) AD(       ) 3
 BJ5307  NAD 83(1986)-  30 12 16.39939(N)    091 59 28.07560(W) AD(       ) 3
 BJ5307  NGVD 29 (09/18/05)   11.84   (m)           38.8    (f) RESET       3  
 BJ5307
 BJ5307.Superseded values are not recommended for survey control.
 BJ5307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5307.See file dsdata.txt to determine how the superseded data were derived.
 BJ5307
 BJ5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9710541881(NAD 83)
 BJ5307_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ5307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5307_SP_SET: CONCRETE POST
 BJ5307_STAMPING: STEP 2 1985
 BJ5307_MARK LOGO: NGS   
 BJ5307_PROJECTION: FLUSH
 BJ5307_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5307+STABILITY: SURFACE MOTION
 BJ5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5307+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 BJ5307
 BJ5307  HISTORY     - Date     Condition        Report By
 BJ5307  HISTORY     - 1985     MONUMENTED       NGS
 BJ5307  HISTORY     - 19850110 GOOD             NGS
 BJ5307  HISTORY     - 19900615 GOOD             NGS
 BJ5307  HISTORY     - 19921102 GOOD
 BJ5307  HISTORY     - 19930415 MARK NOT FOUND   NGS
 BJ5307  HISTORY     - 19990421 GOOD             NGS
 BJ5307  HISTORY     - 20000514 GOOD             NGS
 BJ5307
 BJ5307                          STATION DESCRIPTION
 BJ5307
 BJ5307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BJ5307'3.7 KM (2.30 MI) SE FROM LAFAYETTE.
 BJ5307'THE MARK IS ABOVE LEVEL WITH RUNWAY 10-28.
 BJ5307'LOCATED AT THE LAFAYETTE MUNICIPAL AIRPORT IN THE CENTER OF THE
 BJ5307'AIRPORT GROUNDS NEAR AN ALLUMINATED WIND CONE.  FOR ENTRANCE TO THE
 BJ5307'MARK CONTACT THE LAFAYETTE AIRPORT COMMISSION, 113.2 M (371.4 FT)
 BJ5307'WEST-NORTHWEST OF THE CENTER OF TAXIWAY F, 69.6 M (228.3 FT)
 BJ5307'SOUTH-SOUTHWEST OF THE SOUTHERN EDGE OF RUNWAY 10-28, AND 28.5 M
 BJ5307'(93.5 FT) NORTHEAST OF STEP 2 REFERENCE MARK 3.
 BJ5307'THE MARK IS 22.3 METERS  NNE FROM  AN ALLUMINATED WIND CONE
 BJ5307
 BJ5307                          STATION RECOVERY (1985)
 BJ5307
 BJ5307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ5307'THE STATION IS LOCATED AT THE LAFAYETTE REGIONAL AIRPORT NEAR THE
 BJ5307'MIDDLE OF THE AIRPORT ON THE SOUTH SIDE OF RUNWAY 10-28 ON THE WEST
 BJ5307'SIDE OF TAXIWAY F.
 BJ5307'TO REACH THE STATION CONTACT THE AIRPORT MANAGER IN THE AIRPORT
 BJ5307'TERMINAL FOR PERMISSION AND INSTRUCTIONS FOR ACCESSING THE CONTROLLED
 BJ5307'MOVEMENT AREAS OF THE AIRFIELD.
 BJ5307'THE STATION IS A STANDARD NGS TRIANGULATION DISK STAMPED ---STEP 2
 BJ5307'1985--- AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 0.3 FT
 BJ5307'(9.1 CM) BELOW THE SURFACE.  THE TOP OF THE MONUMENT HAS BEEN HIT BY
 BJ5307'A MOWER AND THE TOP IS HARD TO READ.  IT IS 132.7 FT (40.4 M) NORTH
 BJ5307'OF THE FOURTH TAXIWAY LIGHT SOUTH OF THE INTERSECTION WITH THE
 BJ5307'RUNWAY, 82.4 FT (25.1 M) SW OF THE THIRD TAXIWAY LIGHT, 67.5 FT
 BJ5307'(20.6 M) NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY, AND 19.6 FT
 BJ5307'(6.0 M) SOUTHWEST OF THE NORTHWEST CORNER OF A 12X12 FT CONCRETE
 BJ5307'DRAIN.
 BJ5307
 BJ5307                          STATION RECOVERY (1990)
 BJ5307
 BJ5307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BJ5307'THE STATION IS LOCATED AT THE LAFAYETTE REGIONAL AIRPORT NEAR THE
 BJ5307'MIDDLE OF THE AIRPORT ON THE SOUTH SIDE OF RUNWAY 11-29 ON THE WEST
 BJ5307'SIDE OF TAXIWAY F.  THE STATION IS LOCATED 82.4 FT (25.1 M) SW OF THE
 BJ5307'3RD TAXIWAY LIGHT SOUTH OF THE INTERSECTION WITH THE RUNWAY, 67.5 FT
 BJ5307'(20.6 M) NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY, 132.7 FT
 BJ5307'(40.4 M) NORTH OF THE 4TH LIGHT AND 19.6 FT (6.0 M) SOUTHWEST OF THE
 BJ5307'NORTHWEST CORNER OF A 12 FT (3.7 M) X 12 FT (3.7 M) CONCRETE DRAIN.
 BJ5307'THE STATION IS A STANDARD NGS TRIANGULATION DISK STAMPED STEP 2 1985,
 BJ5307'AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 0.3 FT (9.1 CM)
 BJ5307'BELOW THE SURFACE.  THE TOP OF THE MONUMENT HAS BEEN HIT BY A MOWER
 BJ5307'AND THE TOP IS HARD TO READ.
 BJ5307
 BJ5307                          STATION RECOVERY (1992)
 BJ5307
 BJ5307'RECOVERED 1992
 BJ5307'RECOVERED IN GOOD CONDITION.
 BJ5307
 BJ5307                          STATION RECOVERY (1993)
 BJ5307
 BJ5307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BJ5307'THE STATION WAS SEARCHED FOR BUT BELIEVED TO BE DESTROYED.
 BJ5307
 BJ5307                          STATION RECOVERY (1999)
 BJ5307
 BJ5307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ5307'THE STATION IS LOCATED IN THE SOUTHEAST PART OF LAFAYETTE AT THE
 BJ5307'LAFAYETTE REGIONAL AIRPORT, JUST WEST OF MIDFIELD, IN THE EAST
 BJ5307'QUADRANT OF THE JUNCTION OF RUNWAY 11-29 AND THE PARALLEL TAXI FOR
 BJ5307'RUNWAY 4L-22R (TAXI F) , AND ADJACENT TO A LARGE DRAIN.
 BJ5307'OWNERSHIP--LAFAYETTE AIRPORT COMMISION, LAFAYETTE REGIONAL AIRPORT,
 BJ5307'200 TERMINAL DRIVE, LAFAYETTE, LA 70508-2159.  DIRECTOR OF AVIATION IS
 BJ5307'GREG ROBERTS.  DEPUTY DIRECTOR OF AVIATION IS F.  JASON DEVILLIER.
 BJ5307'PHONE 318-266-4400.  FAX 3318-266-4401.  CONTACT ONE OF THEM AT LEAST
 BJ5307'ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND TO
 BJ5307'ARRANGE FOR AN ESCORT.  NOTE--BADGES MAY NEED TO BE OBTAINED TO ACCESS
 BJ5307'THE AIRFIELD.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 BJ5307'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 90 (SOUTHWEST EVANGELINE
 BJ5307'THROUGHWAY) AT EXIT 103, GO SOUTHERLY ON HIGHWAY 90 FOR 5.39 KM (3.35
 BJ5307'MI) TO A PAVED CROSSROAD (STATE HIGHWAY 728-8/SURREY STREET ON THE
 BJ5307'LEFT AND EAST UNIVERSITY STREET ON THE RIGHT) .  TURN LEFT, EAST, THEN
 BJ5307'NORTHEAST, ON SURREY STREET FOR 0.64 KM (0.40 MI) TO A PAVED CROSSROAD
 BJ5307'(FISHER ROAD ON THE LEFT AND BLUE BIRD STREET ON THE RIGHT.  TURN
 BJ5307'RIGHT, EAST, ON THE ROAD FOR 0.35 KM (0.20 MI) TO THE T-JUNCTION OF
 BJ5307'SHEPARD DRIVE.  TURN RIGHT, SOUTH, ON THE ROAD FOR 0.08 KM (0.05 MI)
 BJ5307'TO THE T-JUNCTION OF JOHN GLENN DRIVE AND A PARKING LOT AHEAD.  TURN
 BJ5307'RIGHT, SOUTHWEST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A LOCKED GATE
 BJ5307'ON THE LEFT.  TURN LEFT, SOUTHEAST, THROUGH THE PARKING LOT FOR 30 M
 BJ5307'(98.4 FT) TO THE GATE.  PASS THROUGH THE GATE, SOUTHEAST, ACROSS THE
 BJ5307'APRON FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF TAXI B ON THE LEFT (THE
 BJ5307'TAXI LEADING TO RUNWAY END 29) .  TURN LEFT, SOUTHEAST, ALONG THE TAXI
 BJ5307'FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF TAXI J (THE PARALLEL TAXI FOR
 BJ5307'RUNWAY 4L-22R) .  TURN RIGHT, ALONG THE TAXI FOR 0.24 KM (0.15 MI) TO
 BJ5307'THE STATION ON THE RIGHT JUST AFTER CROSSING RUNWAY 11-29.  THE
 BJ5307'STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED 10
 BJ5307'CM BELOW THE GROUND.  IT IS 69.3 M (227.4 FT) SOUTHWEST OF THE EDGE OF
 BJ5307'RUNWAY 11-29, 35.7 M (117.1 FT) SOUTHEAST OF THE CENTER OF A STEEL
 BJ5307'DRAIN, 29.4 M (96.5 FT) SOUTHWEST OF THE CENTER OF A SIGN FOR TAXI F
 BJ5307'AND RUNWAY 11-29, 25.1 M (82.3 FT) NORTHWEST OF THE 4TH TAXI LIGHT
 BJ5307'FROM THE JUNCTION OF THE RUNWAY AND TAXI, 20.6 M (67.6 FT) NORTHWEST
 BJ5307'OF THE NORTHWEST EDGE OF THE TAXI, 6.2 M (20.3 FT) SOUTHWEST OF THE
 BJ5307'NORTHWEST CORNER OF THE CONCRETE RIM AROUND A STEEL DRAIN.  NOTE--THIS
 BJ5307'IS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 BJ5307
 BJ5307                          STATION RECOVERY (2000)
 BJ5307
 BJ5307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 BJ5307'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5306 ***********************************************************************
 BJ5306  DESIGNATION -  STEP 2 RM 3
 BJ5306  PID         -  BJ5306
 BJ5306  STATE/COUNTY-  LA/LAFAYETTE
 BJ5306  USGS QUAD   -  BROUSSARD (1983)
 BJ5306
 BJ5306                         *CURRENT SURVEY CONTROL
 BJ5306  ___________________________________________________________________
 BJ5306* NAD 83(1992)-  30 12 15.61340(N)    091 59 28.67717(W)     ADJUSTED  
 BJ5306* NAVD 88     -        12.10   (+/-2cm)      39.7  **(feet)  VERTCON   
 BJ5306  **This station is located in a subsidence area (see below).
 BJ5306  ___________________________________________________________________
 BJ5306  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5306  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ5306
 BJ5306  HORZ ORDER  -  THIRD
 BJ5306  VERT ORDER  -  THIRD (See Below)
 BJ5306
 BJ5306.This mark is at Lafayette Airport (LFT)
 BJ5306
 BJ5306.The horizontal coordinates were established by classical geodetic methods
 BJ5306.and adjusted by the National Geodetic Survey in January 1993..
 BJ5306
 BJ5306 ** The orthometric height has not been validated since last determined
 BJ5306 ** by differential leveling and should not be used for control purposes.
 BJ5306 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5306 ** area with valid NAVD 88 orthometric heights.
 BJ5306 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5306 ** epoch indicated which incorporates improved geoid heights for the
 BJ5306 ** Southern Louisiana Subsidence area.
 BJ5306 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5306.The vertical order pertains to the NGVD 29 superseded value.
 BJ5306
 BJ5306.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5306
 BJ5306.The geoid height was determined by GEOID03.
 BJ5306
 BJ5306;                    North         East     Units Scale Factor Converg.
 BJ5306;SPC LA S     -   189,098.268   936,650.438   MT  0.99993202   -0 19 44.4
 BJ5306;SPC LA S     -   620,399.90  3,072,993.98   sFT  0.99993202   -0 19 44.4
 BJ5306;UTM  15      - 3,341,857.889   597,089.424   MT  0.99971629   +0 30 27.0
 BJ5306
 BJ5306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5306!SPC LA S     -   1.00000239  x   0.99993202  =   0.99993441
 BJ5306!UTM  15      -   1.00000239  x   0.99971629  =   0.99971868
 BJ5306
 BJ5306                          SUPERSEDED SURVEY CONTROL
 BJ5306
 BJ5306  NAD 83(1986)-  30 12 15.63332(N)    091 59 28.67129(W) AD(       ) 3
 BJ5306  NGVD 29 (09/18/05)   12.11   (m)           39.7    (f) RESET       3  
 BJ5306
 BJ5306.Superseded values are not recommended for survey control.
 BJ5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5306.See file dsdata.txt to determine how the superseded data were derived.
 BJ5306
 BJ5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9708941858(NAD 83)
 BJ5306_MARKER: DR = REFERENCE MARK DISK
 BJ5306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5306_SP_SET: CONCRETE POST
 BJ5306_STAMPING: STEP 2 NO 3 1985
 BJ5306_MARK LOGO: LADTD 
 BJ5306_PROJECTION: FLUSH
 BJ5306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5306+STABILITY: SURFACE MOTION
 BJ5306
 BJ5306  HISTORY     - Date     Condition        Report By
 BJ5306  HISTORY     - 1985     MONUMENTED       LADTD
 BJ5306
 BJ5306                          STATION DESCRIPTION
 BJ5306
 BJ5306'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ5306'3.7 KM (2.30 MI) SE FROM LAFAYETTE.
 BJ5306'LOCATED AT THE LAFAYETTE MUNICIPAL AIRPORT IN THE CENTER OF THE
 BJ5306'AIRPORT GROUNDS NEAR AN ALLUMINATED WIND CONE.  FOR ENTRANCE TO THE
 BJ5306'MARK CONTACT THE LAFAYETTE AIRPORT COMMISSION, 113.2 M (371.4 FT)
 BJ5306'WEST-NORTHWEST OF THE CENTER OF TAXIWAY F, 97.8 M (320.9 FT)
 BJ5306'SOUTH-SOUTHWEST OF THE SOUTHERN EDGE OF RUNWAY 10-28, AND 28.5 M
 BJ5306'(93.5 FT) SOUTHWEST OF STATION MARK STEP 2 1985.
 BJ5306'THE MARK IS 14 METERS  N FROM  AN ALLUMINATED WIND CONE
 BJ5306'THE MARK IS ABOVE LEVEL WITH RUNWAY 10-28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2120 ***********************************************************************
 BJ2120  DESIGNATION -  STEP RM 1
 BJ2120  PID         -  BJ2120
 BJ2120  STATE/COUNTY-  LA/LAFAYETTE
 BJ2120  USGS QUAD   -  BROUSSARD (1983)
 BJ2120
 BJ2120                         *CURRENT SURVEY CONTROL
 BJ2120  ___________________________________________________________________
 BJ2120* NAD 83(1992)-  30 12 29.33147(N)    091 59 36.82700(W)     ADJUSTED  
 BJ2120* NAVD 88     -        11.76   (+/-2cm)      38.6  **(feet)  VERTCON   
 BJ2120  **This station is located in a subsidence area (see below).
 BJ2120  ___________________________________________________________________
 BJ2120  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ2120  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ2120
 BJ2120  HORZ ORDER  -  THIRD
 BJ2120  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ2120
 BJ2120.This mark is at Lafayette Airport (LFT)
 BJ2120
 BJ2120.The horizontal coordinates were established by classical geodetic methods
 BJ2120.and adjusted by the National Geodetic Survey in January 1993..
 BJ2120
 BJ2120 ** The orthometric height has not been validated since last determined
 BJ2120 ** by differential leveling and should not be used for control purposes.
 BJ2120 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2120 ** area with valid NAVD 88 orthometric heights.
 BJ2120 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2120 ** epoch indicated which incorporates improved geoid heights for the
 BJ2120 ** Southern Louisiana Subsidence area.
 BJ2120 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2120.The vertical order pertains to the NGVD 29 superseded value.
 BJ2120
 BJ2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2120
 BJ2120.The geoid height was determined by GEOID03.
 BJ2120
 BJ2120;                    North         East     Units Scale Factor Converg.
 BJ2120;SPC LA S     -   189,521.911   936,434.909   MT  0.99993226   -0 19 48.4
 BJ2120;SPC LA S     -   621,789.80  3,072,286.86   sFT  0.99993226   -0 19 48.4
 BJ2120;UTM  15      - 3,342,278.249   596,867.781   MT  0.99971576   +0 30 23.1
 BJ2120
 BJ2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2120!SPC LA S     -   1.00000244  x   0.99993226  =   0.99993470
 BJ2120!UTM  15      -   1.00000244  x   0.99971576  =   0.99971820
 BJ2120
 BJ2120                          SUPERSEDED SURVEY CONTROL
 BJ2120
 BJ2120  NAD 83(1992)-  30 12 29.35139(N)    091 59 36.82109(W) AD(       ) 3
 BJ2120  NGVD 29 (??/??/??)   11.760  (m)           38.58   (f) ADJUSTED    1 1
 BJ2120
 BJ2120.Superseded values are not recommended for survey control.
 BJ2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2120.See file dsdata.txt to determine how the superseded data were derived.
 BJ2120
 BJ2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9686842278(NAD 83)
 BJ2120_MARKER: DR = REFERENCE MARK DISK
 BJ2120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2120_SP_SET: SIDEWALK
 BJ2120_STAMPING: STEP NO 1 1969
 BJ2120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2120
 BJ2120  HISTORY     - Date     Condition        Report By
 BJ2120  HISTORY     - 1969     MONUMENTED       CGS
 BJ2120  HISTORY     - 1970     GOOD             NGS
 BJ2120  HISTORY     - 1979     GOOD             NGS
 BJ2120
 BJ2120                          STATION DESCRIPTION
 BJ2120
 BJ2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BJ2120'2.35 MI SE FROM LAFAYETTE.
 BJ2120'ABOUT 1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BJ2120'STATION AT LAFAYETTE, THENCE 0.2 MILE NORTHEAST ALONG STATE HIGHWAY
 BJ2120'729, THENCE 0.1 MILE NORTH ALONG U. S. HIGHWAY 90, THENCE 0.3 MILE
 BJ2120'NORTHEAST ALONG STATE HIGHWAY 728-8 TO THE ENTRANCE TO LAFAYETTE
 BJ2120'MUNICIPAL AIRPORT, THENCE 0.15 MILE SOUTHEAST ALONG THE AIRPORT ROAD,
 BJ2120'SET IN THE TOP OF A SIDEWALK ON THE WEST SIDE AND 58.4 FEET NORTH OF
 BJ2120'THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 2.4 FEET WEST OF
 BJ2120'THE EAST BRICK FACE OF THE BUILDING, 47.0 FEET NORTHEAST OF THE
 BJ2120'STATION MARK, 69.8 FEET EAST OF BENCH MARK E 120 RESET 1955.  SECTION
 BJ2120'43, T10S, R 5E.
 BJ2120
 BJ2120                          STATION RECOVERY (1979)
 BJ2120
 BJ2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BJ2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2651 ***********************************************************************
 CQ2651  DESIGNATION -  STERLINGTON LA P L CO W STACK
 CQ2651  PID         -  CQ2651
 CQ2651  STATE/COUNTY-  LA/OUACHITA
 CQ2651  USGS QUAD   -  STERLINGTON (1994)
 CQ2651
 CQ2651                         *CURRENT SURVEY CONTROL
 CQ2651  ___________________________________________________________________
 CQ2651* NAD 83(1992)-  32 42 14.85518(N)    092 04 46.21555(W)     ADJUSTED  
 CQ2651* NAVD 88     -                                                        
 CQ2651  ___________________________________________________________________
 CQ2651  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CQ2651  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2651
 CQ2651  HORZ ORDER  -  THIRD
 CQ2651
 CQ2651.The horizontal coordinates were established by classical geodetic methods
 CQ2651.and adjusted by the National Geodetic Survey in September 1999..
 CQ2651
 CQ2651
 CQ2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2651
 CQ2651.The geoid height was determined by GEOID03.
 CQ2651
 CQ2651;                    North         East     Units Scale Factor Converg.
 CQ2651;SPC LA N     -   244,467.678 1,039,427.555   MT  1.00000876   +0 13 20.3
 CQ2651;SPC LA N     -   802,057.71  3,410,188.57   sFT  1.00000876   +0 13 20.3
 CQ2651;UTM  15      - 3,618,861.622   586,276.284   MT  0.99969178   +0 29 50.6
 CQ2651
 CQ2651                          SUPERSEDED SURVEY CONTROL
 CQ2651
 CQ2651  NAD 83(1992)-  32 42 14.85719(N)    092 04 46.21905(W) AD(       ) 4
 CQ2651  NAD 83(1986)-  32 42 14.86858(N)    092 04 46.20690(W) AD(       ) 4
 CQ2651  NAD 27      -  32 42 14.37400(N)    092 04 45.74200(W) AD(       ) 3
 CQ2651
 CQ2651.Superseded values are not recommended for survey control.
 CQ2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2651.See file dsdata.txt to determine how the superseded data were derived.
 CQ2651
 CQ2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8627618862(NAD 83)
 CQ2651_MARKER: 63 = STACK
 CQ2651
 CQ2651  HISTORY     - Date     Condition        Report By
 CQ2651  HISTORY     - 1939     FIRST OBSERVED   CGS
 CQ2651
 CQ2651                          STATION DESCRIPTION
 CQ2651
 CQ2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CQ2651'THE W STACK IN THE BUILDING OF THE LOUISIANA POWER AND LIGHT
 CQ2651'COMPANY AT STERLINGTON.  THERE ARE TWO STACKS THE SAME HEIGHT
 CQ2651'(ABOUT 150 FEET), THIS STACK BEING SLIGHTLY LARGER IN DIAMETER
 CQ2651'THAN THE E STACK.  THE STACKS ARE IN ABOUT A DUE E AND W LINE.
 CQ2651'STATION WAS NOT VISITED.
 CQ2651'
 CQ2651'LOCATED BY CUTS FROM TRIANGULATION STATIONS RAWLS, STEVENS,
 CQ2651'BEEKMAN, ARRAT AND L.L.S.667.
 CQ2651'
 CQ2651'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2653 ***********************************************************************
 CQ2653  DESIGNATION -  STERLINGTON LA P L CO E STACK
 CQ2653  PID         -  CQ2653
 CQ2653  STATE/COUNTY-  LA/OUACHITA
 CQ2653  USGS QUAD   -  STERLINGTON (1994)
 CQ2653
 CQ2653                         *CURRENT SURVEY CONTROL
 CQ2653  ___________________________________________________________________
 CQ2653* NAD 83(1992)-  32 42 16.14205(N)    092 04 44.60302(W)     ADJUSTED  
 CQ2653* NAVD 88     -                                                        
 CQ2653  ___________________________________________________________________
 CQ2653  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CQ2653  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2653
 CQ2653  HORZ ORDER  -  THIRD
 CQ2653
 CQ2653.The horizontal coordinates were established by classical geodetic methods
 CQ2653.and adjusted by the National Geodetic Survey in September 1999..
 CQ2653
 CQ2653
 CQ2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2653
 CQ2653.The geoid height was determined by GEOID03.
 CQ2653
 CQ2653;                    North         East     Units Scale Factor Converg.
 CQ2653;SPC LA N     -   244,507.483 1,039,469.400   MT  1.00000884   +0 13 21.2
 CQ2653;SPC LA N     -   802,188.30  3,410,325.86   sFT  1.00000884   +0 13 21.2
 CQ2653;UTM  15      - 3,618,901.615   586,317.924   MT  0.99969187   +0 29 51.4
 CQ2653
 CQ2653                          SUPERSEDED SURVEY CONTROL
 CQ2653
 CQ2653  NAD 83(1992)-  32 42 16.14410(N)    092 04 44.60654(W) AD(       ) 4
 CQ2653  NAD 83(1986)-  32 42 16.15544(N)    092 04 44.59437(W) AD(       ) 4
 CQ2653  NAD 27      -  32 42 15.66300(N)    092 04 44.12700(W) AD(       ) 3
 CQ2653
 CQ2653.Superseded values are not recommended for survey control.
 CQ2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2653.See file dsdata.txt to determine how the superseded data were derived.
 CQ2653
 CQ2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8631818902(NAD 83)
 CQ2653_MARKER: 63 = STACK
 CQ2653
 CQ2653  HISTORY     - Date     Condition        Report By
 CQ2653  HISTORY     - 1939     FIRST OBSERVED   CGS
 CQ2653
 CQ2653                          STATION DESCRIPTION
 CQ2653
 CQ2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CQ2653'THE E STACK IN THE BUILDING OF THE LOUISIANA POWER AND LIGHT
 CQ2653'COMPANY AT STERLINGTON.  THERE ARE TWO STACKS THE SAME HEIGHT
 CQ2653'(ABOUT 150 FEET), THIS STACK BEING SLIGHTLY SMALLER IN
 CQ2653'DIAMETER THAN THE W STACK.  THE STACKS ARE IN ABOUT A DUE E
 CQ2653'AND W LINE.  STATION WAS NOT VISITED.
 CQ2653'
 CQ2653'LOCATED BY CUTS FROM TRIANGULATION STATIONS RAWLS, STEVENS,
 CQ2653'BEEKMAN, ARRAT AND L.G.S.667.
 CQ2653'
 CQ2653'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0630 ***********************************************************************
 AV0630  DESIGNATION -  STEVE
 AV0630  PID         -  AV0630
 AV0630  STATE/COUNTY-  LA/VERMILION
 AV0630  USGS QUAD   -  ABBEVILLE WEST (1994)
 AV0630
 AV0630                         *CURRENT SURVEY CONTROL
 AV0630  ___________________________________________________________________
 AV0630* NAD 83(1992)-  29 57 43.68260(N)    092 13 30.87917(W)     ADJUSTED  
 AV0630* NAVD 88     -         5.2  **(meters)      17.   **(feet)  VERTCON   
 AV0630  **This station is located in a subsidence area (see below).
 AV0630  ___________________________________________________________________
 AV0630  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0630  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AV0630
 AV0630  HORZ ORDER  -  SECOND
 AV0630
 AV0630.The horizontal coordinates were established by classical geodetic methods
 AV0630.and adjusted by the National Geodetic Survey in January 1993..
 AV0630
 AV0630 ** The orthometric height has not been validated since last determined
 AV0630 ** by differential leveling and should not be used for control purposes.
 AV0630 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0630 ** area with valid NAVD 88 orthometric heights.
 AV0630 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0630 ** epoch indicated which incorporates improved geoid heights for the
 AV0630 ** Southern Louisiana Subsidence area.
 AV0630 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0630
 AV0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0630
 AV0630.The geoid height was determined by GEOID03.
 AV0630
 AV0630;                    North         East     Units Scale Factor Converg.
 AV0630;SPC LA S     -   162,404.221   913,917.427   MT  0.99992597   -0 26 45.5
 AV0630;SPC LA S     -   532,821.18  2,998,410.76   sFT  0.99992597   -0 26 45.5
 AV0630;UTM  15      - 3,314,841.935   574,752.905   MT  0.99966894   +0 23 13.0
 AV0630
 AV0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0630!SPC LA S     -   1.00000339  x   0.99992597  =   0.99992936
 AV0630!UTM  15      -   1.00000339  x   0.99966894  =   0.99967233
 AV0630
 AV0630:                Primary Azimuth Mark                     Grid Az
 AV0630:SPC LA S     -  STEVE RM 3                               005 29 59.6
 AV0630:UTM  15      -  STEVE RM 3                               004 40 01.1
 AV0630
 AV0630|---------------------------------------------------------------------|
 AV0630| PID    Reference Object                     Distance      Geod. Az  |
 AV0630|                                                           dddmmss.s |
 AV0630| CV9434 STEVE RM 3                                         0050314.1 |
 AV0630| CV9432 STEVE RM 1                            4.025 METERS 03649     |
 AV0630| CV9433 STEVE RM 2                            4.045 METERS 14622     |
 AV0630| BK2809 KAPLAN MUNICIPAL TANK 1974          APPROX. 8.6 KM 3044304.9 |
 AV0630|---------------------------------------------------------------------|
 AV0630
 AV0630                          SUPERSEDED SURVEY CONTROL
 AV0630
 AV0630  NAD 83(1986)-  29 57 43.70254(N)    092 13 30.87294(W) AD(       ) 2
 AV0630  NAD 27      -  29 57 42.95710(N)    092 13 30.41310(W) AD(       ) 2
 AV0630  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 AV0630
 AV0630.Superseded values are not recommended for survey control.
 AV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0630.See file dsdata.txt to determine how the superseded data were derived.
 AV0630
 AV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7475314842(NAD 83)
 AV0630_MARKER: DS = TRIANGULATION STATION DISK
 AV0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0630
 AV0630  HISTORY     - Date     Condition        Report By
 AV0630  HISTORY     - 1974     MONUMENTED       NGS
 AV0630
 AV0630                          STATION DESCRIPTION
 AV0630
 AV0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0630'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF ABBEVILLE, 4 MILES
 AV0630'SOUTHEAST OF KAPLAN, 2 MILES SOUTH OF STATE HIGHWAY 14, ON A
 AV0630'CONCRETE STRUCTURE THAT HAS BEEN FILLED OVER WITH DIRT AND ON
 AV0630'PROPERTY OWNED BY THE SOUTH DOWNS LAND COMPANY AND THE LOUISIANA
 AV0630'STATE HIGHWAY DEPARTMENT.
 AV0630'
 AV0630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35
 AV0630'IN KAPLAN, GO EAST ON STATE HIGHWAY 14 FOR 3.3 MILES TO A
 AV0630'CROSSROADS.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 695 FOR 2.05
 AV0630'MILES TO THE REFERENCE MARK 3 ON THE LEFT.  CONTINUE SOUTH ON
 AV0630'STATE HIGHWAY 695 FOR 0.25 MILE TO A CANAL ON THE LEFT AND THE
 AV0630'STATION ON THE LEFT ON A CONCRETE STRUCTURE AS DESCRIBED.
 AV0630'
 AV0630'STATION MARKS ARE STANDARD DISKS STAMPED STEVE 1974.  THE UNDERGROUND
 AV0630'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 AV0630'GROUND.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 AV0630'POST FLUSH WITH THE GROUND.  IT IS 51 FEET EAST OF THE CENTER OF
 AV0630'STATE HIGHWAY 695, 3.7 FEET SOUTHWEST OF A METAL WITNESS POST
 AV0630'AND 3 FEET WEST OF A CONCRETE HEADWALL IN THE FILL ON THE
 AV0630'CONCRETE STRUCTURE.
 AV0630'
 AV0630'REFERENCE MARK 1, STAMPED STEVE NO 1 1974, IS A STANDARD DISK
 AV0630'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST WINGWALL OF THE
 AV0630'CONCRETE STRUCTURE OVER THE CANAL.  IT IS 58 FEET EAST OF THE
 AV0630'CENTER OF THE HIGHWAY AND 9.4 FEET NORTHEAST OF A METAL WITNESS
 AV0630'POST.  IT IS SET ABOUT 2 FEET SOUTHWEST OF THE NORTHEAST END OF
 AV0630'THE NORTHEAST WINGWALL.
 AV0630'
 AV0630'REFERENCE MARK 2, STAMPED STEVE NO 2 1974, IS A STANDARD DISK
 AV0630'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST WINGWALL OF THE
 AV0630'CONCRETE STRUCTURE OVER THE CANAL.  IT IS 59 FEET EAST OF THE
 AV0630'CENTER OF THE HIGHWAY AND 14 FEET SOUTHEAST OF A METAL WITNESS
 AV0630'POST.  IT IS SET ABOUT 2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AV0630'SOUTHEAST WINGWALL.
 AV0630'
 AV0630'REFERENCE MARK 3, STAMPED STEVE NO 3 1974, IS A STANDARD DISK SET IN
 AV0630'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 29.5
 AV0630'FEET EAST OF THE CENTER OF THE HIGHWAY, 12 FEET NORTH OF THE CENTER
 AV0630'OF A GATE, 2 FEET WEST OF A FENCE AND 1.1 FEET NORTHWEST OF A
 AV0630'METAL WITNESS POST.
 AV0630'
 AV0630'NEAREST TOWN--KAPLAN.
 AV0630'
 AV0630'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4537 ***********************************************************************
 BJ4537  DESIGNATION -  STEVENS
 BJ4537  PID         -  BJ4537
 BJ4537  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4537  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ4537
 BJ4537                         *CURRENT SURVEY CONTROL
 BJ4537  ___________________________________________________________________
 BJ4537* NAD 83(1992)-  30 27 57.98858(N)    090 59 34.93006(W)     ADJUSTED  
 BJ4537* NAVD 88     -        11.92   (+/-2cm)      39.1    (feet)  VERTCON   
 BJ4537  ___________________________________________________________________
 BJ4537  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ4537  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4537
 BJ4537  HORZ ORDER  -  FIRST
 BJ4537  VERT ORDER  -  THIRD ? (See Below)
 BJ4537
 BJ4537.The horizontal coordinates were established by classical geodetic methods
 BJ4537.and adjusted by the National Geodetic Survey in January 1993..
 BJ4537
 BJ4537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4537.The vertical order pertains to the NGVD 29 superseded value.
 BJ4537
 BJ4537.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4537
 BJ4537.The geoid height was determined by GEOID03.
 BJ4537
 BJ4537;                    North         East     Units Scale Factor Converg.
 BJ4537;SPC LA S     -   217,982.703 1,032,678.086   MT  0.99995860   +0 10 12.6
 BJ4537;SPC LA S     -   715,164.92  3,388,044.69   sFT  0.99995860   +0 10 12.6
 BJ4537;UTM  15      - 3,372,147.146   692,675.336   MT  1.00005800   +1 01 04.4
 BJ4537
 BJ4537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4537!SPC LA S     -   1.00000239  x   0.99995860  =   0.99996099
 BJ4537!UTM  15      -   1.00000239  x   1.00005800  =   1.00006039
 BJ4537
 BJ4537|---------------------------------------------------------------------|
 BJ4537| PID    Reference Object                     Distance      Geod. Az  |
 BJ4537|                                                           dddmmss.s |
 BJ4537| CW2353 STEVENS RM 1                         35.443 METERS 09011     |
 BJ4537| BJ0874 STEVENS RM 3                         16.272 METERS 21157     |
 BJ4537| BJ3760 STEVENS RM 2                         33.087 METERS 27231     |
 BJ4537| BJ3761 STEVENS AZ MK 2                     338.678 METERS 27613     |
 BJ4537| BJ4538 STEVENS AZ MK                       319.851 METERS 27757     |
 BJ4537|---------------------------------------------------------------------|
 BJ4537
 BJ4537                          SUPERSEDED SURVEY CONTROL
 BJ4537
 BJ4537  NAD 83(1986)-  30 27 58.00618(N)    090 59 34.92783(W) AD(       ) 1
 BJ4537  NAD 27      -  30 27 57.32202(N)    090 59 34.55937(W) AD(       ) 1
 BJ4537  NGVD 29 (11/02/92)   11.95   (m)           39.2    (f) LEVELING    3  
 BJ4537
 BJ4537.Superseded values are not recommended for survey control.
 BJ4537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4537.See file dsdata.txt to determine how the superseded data were derived.
 BJ4537
 BJ4537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9267572147(NAD 83)
 BJ4537_MARKER: DS = TRIANGULATION STATION DISK
 BJ4537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4537
 BJ4537  HISTORY     - Date     Condition        Report By
 BJ4537  HISTORY     - 1970     MONUMENTED       NGS
 BJ4537  HISTORY     - 1974     GOOD             NGS
 BJ4537  HISTORY     - 1976     SEE DESCRIPTION  NGS
 BJ4537
 BJ4537                          STATION DESCRIPTION
 BJ4537
 BJ4537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4537'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY UNDERGROWTH.
 BJ4537'
 BJ4537'THE STATION IS LOCATED ON THE NORTH SIDE OF US HIGHWAY 190, ABOUT
 BJ4537'2-3/4 MILES SOUTHWEST OF DENHAM SPRINGS, 0.2 MILE WEST OF THE BRIDGE
 BJ4537'OVER AMITE RIVER, IN SECTION 70, R 2 E, T 6 S, ON PROPERTY OF
 BJ4537'DUNHAM CONCRETE.  ADDRESS--POST OFFICE BOX 1028, BATON ROUGE,
 BJ4537'LOUISIANA, 70821.
 BJ4537'
 BJ4537'TO REACH THE STATION FROM THE POST OFFICE IN DENHAM SPRINGS, GO SOUTH
 BJ4537'ON STATE HIGHWAY 16 FOR 0.25 MILE TO THE JUNCTION OF US HIGHWAY 190.
 BJ4537'TURN RIGHT AND GO SOUTHWEST ON US HIGHWAY 190 FOR 2.75 MILES TO THE
 BJ4537'BRIDGE OVER AMITE RIVER.  CONTINUE WEST ON US HIGHWAY 190 FOR 0.2
 BJ4537'MILES TO THE STATION ON THE RIGHT.
 BJ4537'
 BJ4537'THE STATION MARKS ARE STANDARD DISKS STAMPED STEVENS 1970.  THE
 BJ4537'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4537'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BJ4537'106 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF US HIGHWAY
 BJ4537'190, 78 FEET SOUTHWEST OF THE CENTER OF A METAL GATE TO A CONCRETE
 BJ4537'PLANT, 42 FEET EAST OF THE CENTER OF A CONCRETE DRIVEWAY TO THE
 BJ4537'CONCRETE PLANT AND 6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 BJ4537'WITH A SIGN.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BJ4537'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BJ4537'
 BJ4537'REFERENCE MARK 1, A STANDARD DISK STAMPED STEVENS NO 1 1970, IS SET
 BJ4537'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ4537'INCHES ABOVE THE GROUND SURFACE.  IT IS 105 FEET EAST-NORTHEAST
 BJ4537'OF THE METAL WITNESS POST WITH SIGN, 50 FEET EAST OF THE SOUTHEAST
 BJ4537'POST OF THE METAL GATE AND 1 FOOT WEST OF A METAL FENCE.
 BJ4537'
 BJ4537'REFERENCE MARK 2, A STANDARD DISK STAMPED STEVENS NO 2 1970, IS
 BJ4537'CEMENTED IN A DRILL HOLE IN THE CURB OF A SERVICE ROAD ON THE NORTH
 BJ4537'SIDE OF US HIGHWAY 190.  IT IS 72 FEET NORTH OF THE CENTER OF THE
 BJ4537'WEST BOUND LANES OF US HIGHWAY 190, 45 FEET WEST OF THE CENTER OF A
 BJ4537'CONCRETE DRIVEWAY TO THE CONCRETE PLANT AND 12 FEET NORTH OF
 BJ4537'THE CENTER OF THE SERVICE ROAD.
 BJ4537'
 BJ4537'THE AZIMUTH MARK, A STANDARD DISK STAMPED STEVENS 1970, IS CEMENTED
 BJ4537'IN A DRILL HOLE IN THE WEST END OF A CULVERT HEADWALL.  IT IS 85 FEET
 BJ4537'SOUTH OF THE CENTER OF THE EAST BOUND LANES OF US HIGHWAY 190, 46
 BJ4537'FEET WEST OF THE CENTER OF STATE HIGHWAY 426 AND 16 FEET NORTH OF THE
 BJ4537'CENTER OF A SERVICE ROAD.
 BJ4537'
 BJ4537'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE SERVICE
 BJ4537'ROAD FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 426 (OLD HAMMOND
 BJ4537'ROAD) ON THE SOUTH SIDE OF US HIGHWAY 190 AND AZIMUTH MARK AS
 BJ4537'DESCRIBED.
 BJ4537'
 BJ4537'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ4537
 BJ4537                          STATION RECOVERY (1974)
 BJ4537
 BJ4537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RT)
 BJ4537'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY UNDERGROWTH.
 BJ4537'
 BJ4537'THE STATION WAS VISITED 9-19-74 AND THE STATION MARK, REFERENCE MARK
 BJ4537'1, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 BJ4537'CONDITION.
 BJ4537'
 BJ4537'THE 1970 DESCRIPTION IS ADEQUATE FOR THIS STATION.
 BJ4537'
 BJ4537'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4537'
 BJ4537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.25 MILES
 BJ4537'SOUTHWEST OF DENHAM SPRINGS.
 BJ4537
 BJ4537                          STATION RECOVERY (1976)
 BJ4537
 BJ4537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 BJ4537'THE STATION WAS VISITED 1-20-76 AND THE STATION SURFACE MARK WAS
 BJ4537'FOUND DESTROYED, THE STATION UNDERGROUND DISK WAS FOUND IN GOOD
 BJ4537'CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED, REFERENCE MARK
 BJ4537'NO. 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  AT
 BJ4537'THIS TIME A NEW STATION SURFACE MARK WAS SET BY THE PLUMB BENCH
 BJ4537'METHOD OVER THE UNDERGROUND DISK AND A NEW REFERENCE MARK WAS
 BJ4537'ESTABLISHED.  CHECK ANGLES AND MEASUREMENTS WERE MADE FROM THE
 BJ4537'AZIMUTH MARK, 17K006 (LDH) AND REFERENCE MARK NO. 2, WHICH HAD BEEN
 BJ4537'PREVIOUSLY TRAVERSED.
 BJ4537'
 BJ4537'A NEW DESCRIPTION FOLLOWS--
 BJ4537'
 BJ4537'THE STATION IS LOCATED ON THE NORTH SIDE OF U. S. HIGHWAY 190, ABOUT
 BJ4537'2-3/4 MILES SOUTHWEST OF DENHAM SPRINGS, 0.2 MILES WEST OF THE
 BJ4537'BRIDGE OVER THE AMITE RIVER, IN SECTION 70, R 2 E, T 6 S, ON
 BJ4537'PROPERTY OWNED BY ANDERSON-DUNHAM INC.  ADDRESS--4150 FLORIDA,
 BJ4537'BATON ROUGE, LOUISIANA.  CONTACT MR. E. L. PEEBLES FOR
 BJ4537'PERMISSION TO OCCUPY STATION.
 BJ4537'
 BJ4537'TO REACH THE STATION FROM THE POST OFFICE IN DENHAM SPRINGS, GO SOUTH
 BJ4537'ON STATE HIGHWAY 16 FOR 0.25 MILES TO THE JUNCTION WITH U. S.
 BJ4537'HIGHWAY 190, TURN RIGHT AND GO SOUTHWEST ON U. S. HIGHWAY 190 FOR
 BJ4537'2.75 MILES TO THE BRIDGE OVER THE AMITE RIVER, CONTINUE WEST ON U.
 BJ4537'S. HIGHWAY 190 FOR 0.2 MILES TO THE STATION SET ON THE RIGHT AND
 BJ4537'NORTH OF THE HIGHWAY.
 BJ4537'
 BJ4537'THE STATION MARK IS A STANDARD U. S. COAST AND GEODETIC SURVEY DISK
 BJ4537'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4537'4 INCHES.  THE SURFACE MARK DISK IS STAMPED STEVENS 1970 1976.  THE
 BJ4537'UNDERGROUND MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BJ4537'THAT IS ABOUT 42 INCHES BELOW THE GROUND SURFACE AND IS STAMPED
 BJ4537'STEVENS 1970.  THE MARK IS 109 FEET NORTH OF THE CENTER OF THE WEST
 BJ4537'BOUND LANE ON U. S. HIGHWAY 190, 43 FEET NORTHEAST OF THE CENTER
 BJ4537'OF A METAL GATE, 33 FEET NORTH OF A FENCE CORNER, 36 FEET NORTHWEST
 BJ4537'OF A TELEPHONE CABLE JUNCTION BOX AND 1 FOOT NORTH OF A METAL
 BJ4537'WITNESS POST AND SIGN.
 BJ4537'
 BJ4537'REFERENCE MARK NO. 2 IS A STANDARD U. S. COAST AND GEODETIC DISK SET
 BJ4537'IN A DRILL HOLE IN THE CURB OF A SERVICE ROAD ON THE NORTH SIDE OF
 BJ4537'U. S. HIGHWAY 190.  THE MARK DISK IS STAMPED STEVENS NO. 2 1970.
 BJ4537'THE MARK IS 72 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON U.
 BJ4537'S.  HIGHWAY 190, 65 FEET SOUTHWEST OF THE CENTER OF A METAL GATE,
 BJ4537'12 FEET NORTH OF THE CENTER OF A SERVICE ROAD AND 6 FEET SOUTHEAST
 BJ4537'OF A FENCE.
 BJ4537'
 BJ4537'REFERENCE MARK NO. 3 IS A STANDARD U. S. COAST AND GEODETIC DISK SET
 BJ4537'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BJ4537'INCHES.  THE MARK DISK IS STAMPED STEVENS NO. 3 1970 1976.  THE
 BJ4537'MARK IS 56 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON U. S.
 BJ4537'HIGHWAY 190, 27 FEET NORTHEAST OF THE CENTER OF A HEADWALL ON THE
 BJ4537'EAST END OF A SIDE-DRAIN, 21 FEET SOUTHWEST OF A TELEPHONE CABLE
 BJ4537'JUNCTION BOX, 20 FEET SOUTH OF A FENCE CORNER POST, AND 1 FOOT WEST
 BJ4537'OF A METAL WITNESS POST AND SIGN.
 BJ4537'
 BJ4537'THE AZIMUTH MARK IS A STANDARD U. S. COAST AND GEODETIC DISK SET IN A
 BJ4537'DRILL HOLE IN THE WEST END OF A CULVERT.  THE MARK DISK IS STAMPED
 BJ4537'STEVENS 1970.  THE MARK IS 85 FEET SOUTH OF THE CENTER OF THE EAST
 BJ4537'BOUND LANE ON U. S. HIGHWAY 190, 46 FEET WEST OF THE CENTER OF
 BJ4537'STATE HIGHWAY 426 (OLD HAMMOND HIGHWAY), 16 FEET NORTH OF THE
 BJ4537'CENTER OF A SERVICE ROAD.
 BJ4537'
 BJ4537'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG U. S.
 BJ4537'HIGHWAY 190 FOR 0.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 426
 BJ4537'(OLD HAMMOND HIGHWAY).  THE MARK IS SET SOUTH OF U. S. HIGHWAY 190
 BJ4537'AND WEST OF STATE HIGHWAY 426.
 BJ4537'
 BJ4537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES
 BJ4537'SOUTHWEST OF DENHAM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3162 ***********************************************************************
 CP3162  DESIGNATION -  STEVENS
 CP3162  PID         -  CP3162
 CP3162  STATE/COUNTY-  LA/MOREHOUSE
 CP3162  USGS QUAD   -  BEEKMAN (1988)
 CP3162
 CP3162                         *CURRENT SURVEY CONTROL
 CP3162  ___________________________________________________________________
 CP3162* NAD 83(1992)-  32 53 44.82023(N)    091 58 11.41221(W)     ADJUSTED  
 CP3162* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 CP3162  ___________________________________________________________________
 CP3162  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 CP3162  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CP3162
 CP3162  HORZ ORDER  -  FIRST
 CP3162
 CP3162.The horizontal coordinates were established by classical geodetic methods
 CP3162.and adjusted by the National Geodetic Survey in September 1999..
 CP3162
 CP3162.The orthometric height was scaled from a topographic map.
 CP3162
 CP3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3162
 CP3162.The geoid height was determined by GEOID03.
 CP3162
 CP3162;                    North         East     Units Scale Factor Converg.
 CP3162;SPC LA N     -   265,768.169 1,049,606.420   MT  1.00006027   +0 16 49.1
 CP3162;SPC LA N     -   871,941.07  3,443,583.73   sFT  1.00006027   +0 16 49.1
 CP3162;SPC AR S     -   425,413.558   402,822.486   MT  1.00011415   +0 01 00.8
 CP3162;SPC AR S     - 1,395,710.98  1,321,593.44   sFT  1.00011415   +0 01 00.8
 CP3162;UTM  15      - 3,640,204.032   596,348.684   MT  0.99971446   +0 33 34.3
 CP3162
 CP3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3162!SPC LA N     -   0.99999969  x   1.00006027  =   1.00005996
 CP3162!SPC AR S     -   0.99999969  x   1.00011415  =   1.00011384
 CP3162!UTM  15      -   0.99999969  x   0.99971446  =   0.99971415
 CP3162
 CP3162|---------------------------------------------------------------------|
 CP3162| PID    Reference Object                     Distance      Geod. Az  |
 CP3162|                                                           dddmmss.s |
 CP3162| CY5609 STEVENS RM 1                         53.432 METERS 04323     |
 CP3162| CP3142 FIRE TOWER 4                        APPROX.11.7 KM 0712143.6 |
 CP3162| CP3163 FIRE TOWER 3 STEVENSON LOT LFC      APPROX. 0.7 KM 0814909.2 |
 CP3162| CP3164 E 3256 LAGS 1952                    340.778 METERS 09305     |
 CP3162| CY5608 STEVENS AZ MK                                      0954641.3 |
 CP3162| CY5611 STEVENS RM 3                         41.474 METERS 10401     |
 CP3162| CP3158 BASTROP CONSOL CHEM IND STK         APPROX.13.0 KM 1545422.9 |
 CP3162| CP3161 BASTROP LA PAPER MILL TANK          APPROX.13.7 KM 1551959.1 |
 CP3162| CP3160 BASTROP LA PAPER MILL STACK         APPROX.13.8 KM 1553808.2 |
 CP3162| CP3155 BASTROP ARK LA AND MO RR STK        APPROX.13.9 KM 1564901.9 |
 CP3162| CP3156 BASTROP SOU KRAFT CORP TANK         APPROX.14.4 KM 1573742.9 |
 CP3162| CP3157 BASTROP SO KRAFT CORP STACK         APPROX.14.5 KM 1574447.9 |
 CP3162| CP3153 BASTROP LOUISIANA P AND L TANK      APPROX.14.2 KM 1574631.6 |
 CP3162| CQ2653 STERLINGTON LA P L CO E STACK       APPROX.23.6 KM 2054621.6 |
 CP3162| CQ2651 STERLINGTON LA P L CO W STACK       APPROX.23.6 KM 2054922.0 |
 CP3162| CY5610 STEVENS RM 2                         61.448 METERS 34505     |
 CP3162| CP3165 STEVENSON MID VALLEY PLINE MST      APPROX. 3.2 KM 3512105.0 |
 CP3162|---------------------------------------------------------------------|
 CP3162
 CP3162                          SUPERSEDED SURVEY CONTROL
 CP3162
 CP3162  NAD 83(1992)-  32 53 44.82489(N)    091 58 11.41075(W) AD(       ) 1
 CP3162  NAD 83(1986)-  32 53 44.83311(N)    091 58 11.40506(W) AD(       ) 1
 CP3162  NAD 27      -  32 53 44.36300(N)    091 58 10.93800(W) AD(       ) 1
 CP3162
 CP3162.Superseded values are not recommended for survey control.
 CP3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3162.See file dsdata.txt to determine how the superseded data were derived.
 CP3162
 CP3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9634940204(NAD 83)
 CP3162_MARKER: DS = TRIANGULATION STATION DISK
 CP3162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3162
 CP3162  HISTORY     - Date     Condition        Report By
 CP3162  HISTORY     - 1939     MONUMENTED       CGS
 CP3162  HISTORY     - 1948     GOOD             CROSET
 CP3162  HISTORY     - 1952     GOOD             CGS
 CP3162  HISTORY     - 19750515 MARK NOT FOUND   USGS
 CP3162
 CP3162                          STATION DESCRIPTION
 CP3162
 CP3162'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CP3162'STATION IS LOCATED 2.5 MILES BY ROAD SW OF STEVENSON RAILROAD
 CP3162'STATION ON S SIDE OF GRADED LOCAL ROAD, IN UNFENCED WOOD
 CP3162'LAND, 0.5 MILE WSW OF A FIRE TOWER.
 CP3162'
 CP3162'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3162'BRONZE DISKS SET IN CONCRETE.
 CP3162'
 CP3162'MARK PROJECTS 6 INCHES, STAMPED STEVENS 1939, IS SET ON THE
 CP3162'HIGHEST POINT OF A SMALL KNOLL, ABOUT 40 FEET IN DIAMETER
 CP3162'AND 5 FEET ABOVE LEVEL OF ROAD, 114 FEET S OF E-W ROAD, 243
 CP3162'FEET W OF N-S ROAD, 15-1/2 FEET N OF 12-INCH OAK TREE WITH
 CP3162'TRIANGULAR BLAZE.  ABOUT 170 FEET W OF CLEARED HIGH LINE
 CP3162'RIGHT-OF-WAY.
 CP3162'
 CP3162'TO REACH FROM NW CORNER OF SQUARE IN BASTROP, DRIVE N ON
 CP3162'LOUISIANA 204 FOR 9 MILES TO BEEKMAN-CROSSETT ROAD, THENCE
 CP3162'NW ON THIS ROAD FOR 3 MILES TO SERVICE STATION AND T-ROAD
 CP3162'W.  DRIVE W ON T-ROAD 2.5 MILES TO STEVENSON RAILROAD STATION,
 CP3162'CONTINUE ON ACROSS RAILROAD TRACKS, SW FOR 2.5 MILES TO KNOLL
 CP3162'AND STATION ON LEFT, S.
 CP3162'
 CP3162'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, STAMPED STEVENS NO. 1
 CP3162'1939, IS SET IN CLEARED HIGHLINE RIGHT-OF-WAY, 29 FEET S
 CP3162'OF CENTER LINE OF E-W ROAD, 94 FEET W OF CENTER LINE OF N-S
 CP3162'ROAD.  REFERENCE MARK NO. 2 PROJECTS 6 INCHES, STAMPED STEVENS
 CP3162'NO. 2 1939, IS NW OF STATION, SET 29 FEET N OF CENTER LINE
 CP3162'OF E-W ROAD.
 CP3162'
 CP3162'AZIMUTH MARK PROJECTS 6 INCHES, STAMPED STEVENS 1939, IS
 CP3162'SET IN N-S FENCE LINE, 23 FEET E OF CENTER LINE OF N-S ROAD,
 CP3162'64 FEET S OF CENTER LINE OF E-W ROAD, 49 FEET S OF FENCE
 CP3162'CORNER.  FROM STATION DRIVE E 0.3 MILE TO SIDE ROAD S AND MARK.
 CP3162
 CP3162                          STATION RECOVERY (1948)
 CP3162
 CP3162'RECOVERY NOTE BY CROSSETT LUMBER COMPANY 1948 (EWC)
 CP3162'STATION RECOVERED.
 CP3162
 CP3162                          STATION RECOVERY (1952)
 CP3162
 CP3162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP3162'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 CP3162'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 COULD NOT BE
 CP3162'FOUND AFTER AN EXTENSIVE SEARCH.  A DIFFERENCE IN THE DIRECTION
 CP3162'TO THE AZIMUTH MARK WAS NOTED.  A NEW DESCRIPTION FOLLOWS.
 CP3162'
 CP3162'THE STATION IS 9 MILES WEST-NORTHWEST OF BASTROP, 4.5 MILES
 CP3162'WEST-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 204 AND C-1490,
 CP3162'AND 0.5 MILE WEST-SOUTHWEST OF THE STEVENSON LOOKOUT TOWER.
 CP3162'(FORMERLY FIRE TOWER NO. 3) IT IS 281 FEET WEST OF THE
 CP3162'INTERSECTION OF THE PROLONGATION OF AN EAST-WEST DIRT ROAD WITH A
 CP3162'NORTH-SOUTH GRAVELED ROAD, 230 FEET NORTHWEST OF THE CENTER OF
 CP3162'A GRAVELED ROAD, 109 FEET SOUTHWEST OF THE CENTER OF A DIRT
 CP3162'ROAD, AND 15 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS
 CP3162'POST.
 CP3162'
 CP3162'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 CP3162'IN BASTROP, GO NORTH ON STATE HIGHWAY 204 FOR 9 MILES TO STATE
 CP3162'HIGHWAY C-1490 ON THE LEFT, TURN LEFT (NORTHWESTERLY) AND FOLLOW
 CP3162'STATE HIGHWAY C-1490 FOR 2.75 MILES TO A SIDE ROAD ON THE
 CP3162'LEFT, TURN LEFT (WEST) AND FOLLOW THE MAIN GRAVELED ROAD
 CP3162'FOR 2.7 MILES TO A RAILROAD TRACK, CROSS THE TRACK AND CONTINUE
 CP3162'WESTERLY FOR 2.1 MILES TO THE STEVENSON LOOKOUT TOWER ON
 CP3162'THE RIGHT, CONTINUE FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT
 CP3162'AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE WESTERLY ON THE
 CP3162'MAIN ROAD FOR 0.15 MILE TO E 3256 (LA. GEOD. S.) ON THE
 CP3162'RIGHT, PROCEED WESTERLY ON THE MAIN ROAD FOR 0.15 MILE TO THE
 CP3162'INTERSECTION OF TWO ROADS AND THE STATION AS DESCRIBED ABOVE.
 CP3162'
 CP3162'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CP3162'STEVENS 1939.
 CP3162'
 CP3162'REFERENCE MARK 2 IS 29 FEET NORTH OF THE CENTER OF THE DIRT
 CP3162'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CP3162'STEVENS NO 2 1939.
 CP3162'
 CP3162'REFERENCE MARK 3 IS 94 FEET NORTHWEST OF THE CENTER OF THE
 CP3162'GRAVELED ROAD AND 50 FEET WEST OF A POWER LINE POLE.  THE
 CP3162'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED STEVENS NO 3 1939.
 CP3162'
 CP3162'THE AZIMUTH MARK IS 78 FEET NORTH OF A POWER LINE POLE, 64
 CP3162'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 24 FEET EAST
 CP3162'OF A DIRT ROAD, AND 2 FEET NORTH OF A WHITE 4 IN X 4 IN
 CP3162'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 CP3162'STAMPED STEVENS 1939.
 CP3162'
 CP3162'A TRAVERSE MEASUREMENT WAS MADE TO E 3256 (LA. GEOD. S.).  IT
 CP3162'IS 0.3 MILE WEST OF THE STEVENSON LOOKOUT TOWER, 51 FEET NORTH
 CP3162'OF THE CENTER OF A GRAVELED ROAD, 20 FEET NORTHEAST OF A 16-INCH
 CP3162'OAK TREE, AND 6 INCHES WEST OF THE SOUTHWEST CORNER OF A SHED.
 CP3162'THE MARK IS A BRONZE DISK OF THE LOUISIANA GEODETIC SURVEY
 CP3162'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 CP3162'5 INCHES.  THE DISK IS STAMPED WPA STATION E 3256.
 CP3162'
 CP3162'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP3162
 CP3162                          STATION RECOVERY (1975)
 CP3162
 CP3162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DLH)
 CP3162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4538 ***********************************************************************
 BJ4538  DESIGNATION -  STEVENS AZ MK
 BJ4538  PID         -  BJ4538
 BJ4538  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4538  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ4538
 BJ4538                         *CURRENT SURVEY CONTROL
 BJ4538  ___________________________________________________________________
 BJ4538* NAD 83(1992)-  30 27 59.42395(N)    090 59 46.80544(W)     ADJUSTED  
 BJ4538* NAVD 88     -        12.8    (meters)      42.     (feet)  VERTCON   
 BJ4538  ___________________________________________________________________
 BJ4538  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4538  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4538
 BJ4538  HORZ ORDER  -  SECOND
 BJ4538
 BJ4538.The horizontal coordinates were established by classical geodetic methods
 BJ4538.and adjusted by the National Geodetic Survey in January 1993..
 BJ4538
 BJ4538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4538
 BJ4538.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4538
 BJ4538.The geoid height was determined by GEOID03.
 BJ4538
 BJ4538;                    North         East     Units Scale Factor Converg.
 BJ4538;SPC LA S     -   218,025.966 1,032,361.188   MT  0.99995866   +0 10 06.6
 BJ4538;SPC LA S     -   715,306.86  3,387,005.00   sFT  0.99995866   +0 10 06.6
 BJ4538;UTM  15      - 3,372,185.720   692,357.800   MT  1.00005649   +1 00 58.5
 BJ4538
 BJ4538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4538!SPC LA S     -   1.00000225  x   0.99995866  =   0.99996091
 BJ4538!UTM  15      -   1.00000225  x   1.00005649  =   1.00005874
 BJ4538
 BJ4538|---------------------------------------------------------------------|
 BJ4538| PID    Reference Object                     Distance      Geod. Az  |
 BJ4538|                                                           dddmmss.s |
 BJ4538| BJ4537 STEVENS                             319.851 METERS 09757     |
 BJ4538| BJ0872 17 K 006                            461.826 METERS 2875829.8 |
 BJ4538|---------------------------------------------------------------------|
 BJ4538
 BJ4538                          SUPERSEDED SURVEY CONTROL
 BJ4538
 BJ4538  NAD 83(1986)-  30 27 59.44155(N)    090 59 46.80315(W) AD(       ) 2
 BJ4538  NAD 27      -  30 27 58.75735(N)    090 59 46.43434(W) AD(       ) 2
 BJ4538  NGVD 29 (07/19/86)   12.8    (m)           42.     (f) VERT ANG       
 BJ4538
 BJ4538.Superseded values are not recommended for survey control.
 BJ4538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4538.See file dsdata.txt to determine how the superseded data were derived.
 BJ4538
 BJ4538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9235872186(NAD 83)
 BJ4538
 BJ4538  HISTORY     - Date     Condition        Report By
 BJ4538  HISTORY     - UNK      MONUMENTED
 BJ4538  HISTORY     - 1974     GOOD             LADTD
 BJ4538
 BJ4538                          STATION DESCRIPTION
 BJ4538
 BJ4538'DESCRIBED BY LA TRANSP AND DEV 1974 (RT)
 BJ4538'THE AZIMUTH MARK WAS VISITED 9-19-74 AND WAS FOUND TO BE IN
 BJ4538'GOOD CONDITION.  THIS MARK WAS INCLUDED IN OUR TRAVERSE.
 BJ4538'
 BJ4538'THE 1970 DESCRIPTION IS ADEQUATE FOR THIS MARK.
 BJ4538'
 BJ4538'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4538'
 BJ4538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4538'2.6 MILES WEST OF DENHAM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3761 ***********************************************************************
 BJ3761  DESIGNATION -  STEVENS AZ MK 2
 BJ3761  PID         -  BJ3761
 BJ3761  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3761  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3761
 BJ3761                         *CURRENT SURVEY CONTROL
 BJ3761  ___________________________________________________________________
 BJ3761* NAD 83(1992)-  30 27 59.17785(N)    090 59 47.55180(W)     ADJUSTED  
 BJ3761* NAVD 88     -        12.641  (meters)      41.47   (feet)  ADJUSTED  
 BJ3761  ___________________________________________________________________
 BJ3761  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ3761  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3761  DYNAMIC HT  -          12.625 (meters)      41.42  (feet)  COMP
 BJ3761  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ3761
 BJ3761  HORZ ORDER  -  THIRD
 BJ3761  VERT ORDER  -  SECOND    CLASS I
 BJ3761
 BJ3761.The horizontal coordinates were established by classical geodetic methods
 BJ3761.and adjusted by the National Geodetic Survey in January 1993..
 BJ3761
 BJ3761.The orthometric height was determined by differential leveling
 BJ3761.and adjusted by the National Geodetic Survey in February 1994..
 BJ3761
 BJ3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3761
 BJ3761.The geoid height was determined by GEOID03.
 BJ3761
 BJ3761.The dynamic height is computed by dividing the NAVD 88
 BJ3761.geopotential number by the normal gravity value computed on the
 BJ3761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3761.degrees latitude (g = 980.6199 gals.).
 BJ3761
 BJ3761.The modeled gravity was interpolated from observed gravity values.
 BJ3761
 BJ3761;                    North         East     Units Scale Factor Converg.
 BJ3761;SPC LA S     -   218,018.330 1,032,341.301   MT  0.99995865   +0 10 06.2
 BJ3761;SPC LA S     -   715,281.80  3,386,939.75   sFT  0.99995865   +0 10 06.2
 BJ3761;UTM  15      - 3,372,177.789   692,338.027   MT  1.00005639   +1 00 58.1
 BJ3761
 BJ3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3761!SPC LA S     -   1.00000227  x   0.99995865  =   0.99996092
 BJ3761!UTM  15      -   1.00000227  x   1.00005639  =   1.00005866
 BJ3761
 BJ3761                          SUPERSEDED SURVEY CONTROL
 BJ3761
 BJ3761  NAD 83(1986)-  30 27 59.19541(N)    090 59 47.54966(W) AD(       ) 3
 BJ3761  NGVD 29 (11/02/92)   12.79   (m)           42.0    (f) LEVELING    3  
 BJ3761
 BJ3761.Superseded values are not recommended for survey control.
 BJ3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3761.See file dsdata.txt to determine how the superseded data were derived.
 BJ3761
 BJ3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9233872178(NAD 83)
 BJ3761_MARKER: DZ = AZIMUTH MARK DISK
 BJ3761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3761_SP_SET: CONCRETE POST
 BJ3761_STAMPING: STEVENS 1970 NO 2 1983
 BJ3761_MARK LOGO: NGS   
 BJ3761_PROJECTION: FLUSH
 BJ3761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BJ3761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3761+STABILITY: SURFACE MOTION
 BJ3761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3761+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 BJ3761
 BJ3761  HISTORY     - Date     Condition        Report By
 BJ3761  HISTORY     - 1983     MONUMENTED       LADTD
 BJ3761  HISTORY     - 1987     GOOD             LA-033
 BJ3761  HISTORY     - 19891010 GOOD             LADTD
 BJ3761
 BJ3761                          STATION DESCRIPTION
 BJ3761
 BJ3761'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3761'4.5 KM(2.8 MI) WEST FROM DENHAM SPRINGS.
 BJ3761'ABOUT 0.4 KM (0.25 MILE) SOUTH ON STATE HIGHWAY 16 FROM THE POST
 BJ3761'OFFICE IN DENHAM SPRINGS TO THE JUNCTION WITH U S HIGHWAY 190, THENCE
 BJ3761'WEST ON U S HIGHWAY 190 FOR ABOUT 4.4 KM (2.75 MILES) TO THE BRIDGE
 BJ3761'OVER AMITE RIVER, CONTINUE WEST ON U S HIGHWAY 190 FOR ABOUT 0.6 KM
 BJ3761'(0.4 MILE) TO THE BENCH MARK ON THE LEFT NEAR A BLOCK BUILDING AND
 BJ3761'WEST OF OLD HAMMOND HIGHWAY, STATE HIGHWAY 426, 39.3 METERS (129 FEET)
 BJ3761'SOUTH OF THE EAST BOUND LANE OF U S HIGHWAY 190, 29 METERS (95 FEET)
 BJ3761'EAST-SOUTHEAST OF THE CENTER OF OLD HAMMOND HIGHWAY, 21 METERS (69
 BJ3761'FEET) EAST OF THE NORTHEAST CORNER OF BLOCK BUILDING, 1.5 METERS (5
 BJ3761'FEET) SOUTH OF POWER POLE WITH THREE TRANSFORMERS.
 BJ3761'THE MARK IS 1.22 METERS  N FROM A WITNESS POST.
 BJ3761'THE MARK IS ABOVE LEVEL WITH OLD HAMMOND HIGHWAY.
 BJ3761
 BJ3761                          STATION RECOVERY (1987)
 BJ3761
 BJ3761'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3761'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 BJ3761'DESCRIBED WITH THE ADDITION OF
 BJ3761'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 BJ3761
 BJ3761                          STATION RECOVERY (1989)
 BJ3761
 BJ3761'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3761'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) EAST OF DOWNTOWN BATON
 BJ3761'ROUGE, 4.7 KM (2.90 MI) SOUTHWEST OF DENHAM SPRINGS AND 0.65 KM (0.40
 BJ3761'MI) WEST OF THE U.S.  HIGHWAY 190 BRIDGE OVER THE AMITE RIVER.
 BJ3761'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE POST OFFICE IN
 BJ3761'DENHAM SPRINGS, GO SOUTH FOR 0.4 KM (0.25 MI) ON HIGHWAY 16 TO THE
 BJ3761'JUNCTION WITH U.S.  HIGHWAY 190.  TURN RIGHT AND GO SOUTHWEST FOR 4.4
 BJ3761'KM (2.75 MI) ON HIGHWAY 190 TO THE BRIDGE OVER THE AMITE RIVER.
 BJ3761'CONTINUE AHEAD FOR 0.65 KM (0.40 MI) ON HIGHWAY 190 TO THE STATION ON
 BJ3761'THE LEFT SET NEAR A POWER POLE, 39.3 M (128.9 FT) SOUTHWEST FROM THE
 BJ3761'CENTER OF THE EAST BOUND LANES OF HIGHWAY 190, 29.3 M (96.1 FT)
 BJ3761'NORTHWEST FROM THE CENTER OF STATE HIGHWAY 426 (OLD HAMMOND HIGHWAY) ,
 BJ3761'21.0 M (68.9 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 BJ3761'STUMBLE INN, 1.4 M (4.6 FT) SOUTHWEST FROM A POWER POLE WITH 3
 BJ3761'TRANSFORMERS NUMBER 111 1/2, 1.1 M (3.6 FT) NORTHEAST FROM A WITNESS
 BJ3761'POST AND 0.3 M (1.0 FT) NORTHEAST FROM A WITNESS POST.  THE MARK IS
 BJ3761'RECESSED 7.6 CM (3 IN) BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH
 BJ3761'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0873 ***********************************************************************
 BJ0873  DESIGNATION -  STEVENS RESET
 BJ0873  PID         -  BJ0873
 BJ0873  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0873  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0873
 BJ0873                         *CURRENT SURVEY CONTROL
 BJ0873  ___________________________________________________________________
 BJ0873* NAD 83(1986)-  30 27 58.     (N)    090 59 28.     (W)     SCALED    
 BJ0873* NAVD 88     -        11.922  (meters)      39.11   (feet)  ADJUSTED  
 BJ0873  ___________________________________________________________________
 BJ0873  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0873  DYNAMIC HT  -          11.906 (meters)      39.06  (feet)  COMP
 BJ0873  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ0873
 BJ0873  VERT ORDER  -  FIRST     CLASS I
 BJ0873
 BJ0873.The horizontal coordinates were scaled from a topographic map and have
 BJ0873.an estimated accuracy of +/- 6 seconds.
 BJ0873
 BJ0873.The orthometric height was determined by differential leveling
 BJ0873.and adjusted by the National Geodetic Survey in February 1994..
 BJ0873
 BJ0873.The geoid height was determined by GEOID03.
 BJ0873
 BJ0873.The dynamic height is computed by dividing the NAVD 88
 BJ0873.geopotential number by the normal gravity value computed on the
 BJ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0873.degrees latitude (g = 980.6199 gals.).
 BJ0873
 BJ0873.The modeled gravity was interpolated from observed gravity values.
 BJ0873
 BJ0873;                    North         East    Units  Estimated Accuracy
 BJ0873;SPC LA S     -   217,980.    1,032,860.      MT  (+/- 180 meters Scaled)
 BJ0873
 BJ0873                          SUPERSEDED SURVEY CONTROL
 BJ0873
 BJ0873  NAVD 88 (06/15/91)   11.977  (m)           39.29   (f) UNKNOWN     1 1
 BJ0873  NGVD 29 (??/??/??)   11.949  (m)           39.20   (f) ADJUSTED    1 1
 BJ0873
 BJ0873.Superseded values are not recommended for survey control.
 BJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0873.See file dsdata.txt to determine how the superseded data were derived.
 BJ0873
 BJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP928721(NAD 83)
 BJ0873_MARKER: DS = TRIANGULATION STATION DISK
 BJ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0873_SP_SET: CONCRETE POST
 BJ0873_STAMPING: STEVENS 1970 1976
 BJ0873_MARK LOGO: NGS   
 BJ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0873+STABILITY: SURFACE MOTION
 BJ0873
 BJ0873  HISTORY     - Date     Condition        Report By
 BJ0873  HISTORY     - 1976     MONUMENTED       NGS
 BJ0873  HISTORY     - 1976     GOOD             NGS
 BJ0873  HISTORY     - 1983     GOOD             LADTD
 BJ0873
 BJ0873                          STATION DESCRIPTION
 BJ0873
 BJ0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0873'2.8 MI SW FROM DENHAM SPRINGS.
 BJ0873'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF RANGE
 BJ0873'AVENUE, 0.15 MILE WEST OF THE WEST END OF TWO HIGHWAY BRIDGES OVER
 BJ0873'THE AMITE RIVER, AT THE EAST END OF THE NORTH HIGHWAY FRONTAGE ROAD
 BJ0873'108.5 FT NORTH OF THE CENTER LINE OF NORTH HIGHWAY LANES, 46 FT NORTH
 BJ0873'OF THE EXTENDED CENTER LINE OF THE FRONTAGE ROAD, 53.40 FT NORTH OF
 BJ0873'REFERENCE MARK STEVENS RM 3 RESET 1976, 29 FT NORTHEAST OF THE
 BJ0873'NORTHEAST END OF A GATE.
 BJ0873
 BJ0873                          STATION RECOVERY (1983)
 BJ0873
 BJ0873'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3760 ***********************************************************************
 BJ3760  DESIGNATION -  STEVENS RM 2
 BJ3760  PID         -  BJ3760
 BJ3760  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3760  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ3760
 BJ3760                         *CURRENT SURVEY CONTROL
 BJ3760  ___________________________________________________________________
 BJ3760* NAD 83(1992)-  30 27 58.03566(N)    090 59 36.16922(W)     ADJUSTED  
 BJ3760* NAVD 88     -        12.08   (+/-2cm)      39.6    (feet)  VERTCON   
 BJ3760  ___________________________________________________________________
 BJ3760  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ3760  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3760
 BJ3760  HORZ ORDER  -  THIRD
 BJ3760  VERT ORDER  -  THIRD (See Below)
 BJ3760
 BJ3760.The horizontal coordinates were established by classical geodetic methods
 BJ3760.and adjusted by the National Geodetic Survey in January 1993..
 BJ3760
 BJ3760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3760.The vertical order pertains to the NGVD 29 superseded value.
 BJ3760
 BJ3760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3760
 BJ3760.The geoid height was determined by GEOID03.
 BJ3760
 BJ3760;                    North         East     Units Scale Factor Converg.
 BJ3760;SPC LA S     -   217,984.055 1,032,645.028   MT  0.99995860   +0 10 11.9
 BJ3760;SPC LA S     -   715,169.35  3,387,936.23   sFT  0.99995860   +0 10 11.9
 BJ3760;UTM  15      - 3,372,148.008   692,642.258   MT  1.00005784   +1 01 03.8
 BJ3760
 BJ3760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3760!SPC LA S     -   1.00000236  x   0.99995860  =   0.99996096
 BJ3760!UTM  15      -   1.00000236  x   1.00005784  =   1.00006020
 BJ3760
 BJ3760                          SUPERSEDED SURVEY CONTROL
 BJ3760
 BJ3760  NAD 83(1986)-  30 27 58.05332(N)    090 59 36.16775(W) AD(       ) 3
 BJ3760  NGVD 29 (11/02/92)   12.11   (m)           39.7    (f) LEVELING    3  
 BJ3760
 BJ3760.Superseded values are not recommended for survey control.
 BJ3760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3760.See file dsdata.txt to determine how the superseded data were derived.
 BJ3760
 BJ3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9264272148(NAD 83)
 BJ3760_MARKER: DR = REFERENCE MARK DISK
 BJ3760_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ3760_SP_SET: CURB
 BJ3760_STAMPING: STEVENS NO 2 1970
 BJ3760_MARK LOGO: NGS   
 BJ3760_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3760+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 BJ3760
 BJ3760  HISTORY     - Date     Condition        Report By
 BJ3760  HISTORY     - 1970     MONUMENTED       NGS
 BJ3760  HISTORY     - 1983     GOOD             LADTD
 BJ3760  HISTORY     - 19891010 GOOD             LADTD
 BJ3760
 BJ3760                          STATION DESCRIPTION
 BJ3760
 BJ3760'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3760'4.4 KM (2.75 MI) WEST FROM DENHAM SPRINGS.
 BJ3760'ABOUT 0.4 KM (0.25 MILE) SOUTH ON STATE HIGHWAY 16 FROM THE POST
 BJ3760'OFFICE IN DENHAM SPRINGS TO THE JUNCTION WITH US HIGHWAY 190, THENCE
 BJ3760'WEST ON US HIGHWAY 190 FOR ABOUT 4.4 KM (2.75 MILES) TO THE BRIDGE
 BJ3760'OVER AMITE RIVER, CONTINUE WEST ON US HIGHWAY 190 FOR ABOUT 0.3 KM
 BJ3760'(0.2 MILE) TO THE BENCH MARK ON THE RIGHT SET IN A DRILL HOLE IN THE
 BJ3760'CURB ON THE NORTH SIDE OF SERVICE ROAD, 22 METERS (72 FEET) NORTH OF
 BJ3760'THE CENTER OF THE WESTBOUND LANE OF US HIGHWAY 190, 19.8 METERS (65
 BJ3760'FEET) SOUTHWEST OF THE CENTER OF A METAL GATE, 3.7 METERS (12 FEET)
 BJ3760'NORTH OF THE CENTER OF SERVICE ROAD.
 BJ3760'THE MARK IS 1.83 METERS  SE FROM  FENCE
 BJ3760'THE MARK IS ABOVE LEVEL WITH SERVICE ROAD.
 BJ3760
 BJ3760                          STATION RECOVERY (1989)
 BJ3760
 BJ3760'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3760'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) EAST OF DOWNTOWN BATON
 BJ3760'ROUGE, 4.4 KM (2.75 MI) SOUTHWEST OF DENHAM SPRINGS AND 0.3 KM (0.20
 BJ3760'MI) WEST OF THE U.S.  HIGHWAY 190 BRIDGE OVER THE AMITE RIVER.
 BJ3760'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BJ3760'REACH THE STATION FROM THE POST OFFICE IN DENHAM SPRINGS, GO SOUTH FOR
 BJ3760'0.4 KM (0.25 MI) ON STATE HIGHWAY 16 TO THE JUNCTION WITH U.S. HIGHWAY
 BJ3760'190.  TURN RIGHT AND GO SOUTHWEST FOR 4.4 KM (2.75 MI) ON HIGHWAY 190
 BJ3760'TO THE BRIDGE OVER THE AMITE RIVER.  CONTINUE AHEAD FOR 0.3 KM (0.20
 BJ3760'MI) ON HIGHWAY 190 TO THE STATION ON THE RIGHT SET IN THE NORTH CURB
 BJ3760'OF THE NORTH SERVICE ROAD. THE STATION IS 13.4 M (44.0 FT) NORTHWEST
 BJ3760'FROM THE WEST END OF A CONCRETE SIDE DRAIN, 3.7 M (12.1 FT) NORTH FROM
 BJ3760'THE CENTER OF THE SERVICE ROAD AND 1.8 M (5.9 FT) SOUTHEAST FROM THE
 BJ3760'RIGHT-OF-FENCE. THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BJ3760'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0874 ***********************************************************************
 BJ0874  DESIGNATION -  STEVENS RM 3
 BJ0874  PID         -  BJ0874
 BJ0874  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0874  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0874
 BJ0874                         *CURRENT SURVEY CONTROL
 BJ0874  ___________________________________________________________________
 BJ0874* NAD 83(1992)-  30 27 57.54022(N)    090 59 35.25286(W)     ADJUSTED  
 BJ0874* NAVD 88     -        11.376  (meters)      37.32   (feet)  ADJUSTED  
 BJ0874  ___________________________________________________________________
 BJ0874  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ0874  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0874  DYNAMIC HT  -          11.361 (meters)      37.27  (feet)  COMP
 BJ0874  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ0874
 BJ0874  HORZ ORDER  -  THIRD
 BJ0874  VERT ORDER  -  FIRST     CLASS I
 BJ0874
 BJ0874.The horizontal coordinates were established by classical geodetic methods
 BJ0874.and adjusted by the National Geodetic Survey in January 1993..
 BJ0874
 BJ0874.The orthometric height was determined by differential leveling
 BJ0874.and adjusted by the National Geodetic Survey in February 1994..
 BJ0874
 BJ0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0874
 BJ0874.The geoid height was determined by GEOID03.
 BJ0874
 BJ0874.The dynamic height is computed by dividing the NAVD 88
 BJ0874.geopotential number by the normal gravity value computed on the
 BJ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0874.degrees latitude (g = 980.6199 gals.).
 BJ0874
 BJ0874.The modeled gravity was interpolated from observed gravity values.
 BJ0874
 BJ0874;                    North         East     Units Scale Factor Converg.
 BJ0874;SPC LA S     -   217,968.871 1,032,669.517   MT  0.99995858   +0 10 12.4
 BJ0874;SPC LA S     -   715,119.54  3,388,016.57   sFT  0.99995858   +0 10 12.4
 BJ0874;UTM  15      - 3,372,133.187   692,666.971   MT  1.00005796   +1 01 04.3
 BJ0874
 BJ0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0874!SPC LA S     -   1.00000247  x   0.99995858  =   0.99996105
 BJ0874!UTM  15      -   1.00000247  x   1.00005796  =   1.00006043
 BJ0874
 BJ0874|---------------------------------------------------------------------|
 BJ0874| PID    Reference Object                     Distance      Geod. Az  |
 BJ0874|                                                           dddmmss.s |
 BJ0874| BJ4537 STEVENS                              16.272 METERS 03157     |
 BJ0874| BJ3761 STEVENS AZ MK 2                     331.935 METERS 27844     |
 BJ0874| BJ3760 STEVENS RM 2                         28.815 METERS 30158     |
 BJ0874|---------------------------------------------------------------------|
 BJ0874
 BJ0874                          SUPERSEDED SURVEY CONTROL
 BJ0874
 BJ0874  NAD 83(1986)-  30 27 57.55757(N)    090 59 35.25084(W) AD(       ) 3
 BJ0874  NAVD 88 (06/15/91)   11.431  (m)           37.50   (f) UNKNOWN     1 1
 BJ0874  NGVD 29 (??/??/??)   11.403  (m)           37.41   (f) ADJUSTED    1 1
 BJ0874
 BJ0874.Superseded values are not recommended for survey control.
 BJ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0874.See file dsdata.txt to determine how the superseded data were derived.
 BJ0874
 BJ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9266772133(NAD 83)
 BJ0874_MARKER: DR = REFERENCE MARK DISK
 BJ0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0874_SP_SET: CONCRETE POST
 BJ0874_STAMPING: STEVENS 1970 NO 3 1976
 BJ0874_MARK LOGO: NGS   
 BJ0874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0874+STABILITY: SURFACE MOTION
 BJ0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0874+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 BJ0874
 BJ0874  HISTORY     - Date     Condition        Report By
 BJ0874  HISTORY     - 1976     MONUMENTED       NGS
 BJ0874  HISTORY     - 1976     GOOD             NGS
 BJ0874  HISTORY     - 1983     GOOD             LADTD
 BJ0874  HISTORY     - 19891010 GOOD             LADTD
 BJ0874
 BJ0874                          STATION DESCRIPTION
 BJ0874
 BJ0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0874'2.8 MI SW FROM DENHAM SPRINGS.
 BJ0874'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0874'RANGE AVENUE, 0.15 MILE WEST OF THE WEST END OF TWO HIGHWAY BRIDGES
 BJ0874'OVER THE AMITE RIVER, AT THE EAST END OF THE NORTH HIGHWAY FRONTAGE
 BJ0874'ROAD, 55 FT NORTH OF THE CENTER LINE OF THE NORTH HIGHWAY LANES,
 BJ0874'7 FT SOUTH OF THE EXTENDED CENTER LINE OF THE FRONTAGE ROAD, 50 FT
 BJ0874'EAST OF THE CENTER LINE OF AN ACCESS ROAD, 27.5 FT NORTHEAST OF THE
 BJ0874'NORTH END OF THE CONCRETE HEAD WALL OF A CULVERT, 53.4 FT SOUTH OF
 BJ0874'TRIANGULATION STATION STEVENS RESET 1976.
 BJ0874
 BJ0874                          STATION RECOVERY (1983)
 BJ0874
 BJ0874'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0874'RECOVERED IN GOOD CONDITION.
 BJ0874
 BJ0874                          STATION RECOVERY (1989)
 BJ0874
 BJ0874'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ0874'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) EAST OF DOWNTOWN BATON
 BJ0874'ROUGE, 4.4 KM (2.75 MI) SOUTHWEST OF DENHAM SPRINGS AND 0.3 KM (0.20
 BJ0874'MI) WEST OF THE U.S.  HIGHWAY 190 BRIDGE OVER THE AMITE RIVER.
 BJ0874'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BJ0874'REACH THE STATION FROM THE POST OFFICE IN DENHAM SPRINGS, GO SOUTH FOR
 BJ0874'0.4 KM (0.25 MI) ON STATE HIGHWAY 16 TO THE JUNCTION WITH U.S. HIGHWAY
 BJ0874'190.  TURN RIGHT AND GO SOUTHWEST FOR 4.4 KM (2.75 MI) ON HIGHWAY 190
 BJ0874'TO THE BRIDGE OVER THE AMITE RIVER.  CONTINUE AHEAD FOR 0.3 KM (0.20
 BJ0874'MI) ON HIGHWAY 190 TO THE STATION ON THE RIGHT. THE STATION IS 17.1 M
 BJ0874'(56.1 FT) NORTH FROM THE CENTER OF THE WEST BOUND LANES OF HIGHWAY
 BJ0874'190, 8.2 M (26.9 FT) NORTHEAST FROM THE CENTER OF A SIDE DRAIN, 6.4 M
 BJ0874'(21.0 FT) SOUTHWEST FROM A TELEPHONE JUNCTION BOX AND 0.3 M (1.0 FT)
 BJ0874'SOUTH FROM A WITNESS POST.  THE MARK PROJECTS 5.1 CM (2 IN) ABOVE THE
 BJ0874'GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3165 ***********************************************************************
 CP3165  DESIGNATION -  STEVENSON MID VALLEY PLINE MST
 CP3165  PID         -  CP3165
 CP3165  STATE/COUNTY-  LA/MOREHOUSE
 CP3165  USGS QUAD   -  BEEKMAN (1988)
 CP3165
 CP3165                         *CURRENT SURVEY CONTROL
 CP3165  ___________________________________________________________________
 CP3165* NAD 83(1992)-  32 55 27.67479(N)    091 58 29.96221(W)     ADJUSTED  
 CP3165* NAVD 88     -                                                        
 CP3165  ___________________________________________________________________
 CP3165  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CP3165  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CP3165
 CP3165  HORZ ORDER  -  THIRD
 CP3165
 CP3165.The horizontal coordinates were established by classical geodetic methods
 CP3165.and adjusted by the National Geodetic Survey in September 1999..
 CP3165
 CP3165
 CP3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3165
 CP3165.The geoid height was determined by GEOID03.
 CP3165
 CP3165;                    North         East     Units Scale Factor Converg.
 CP3165;SPC LA N     -   268,934.563 1,049,108.937   MT  1.00006892   +0 16 39.3
 CP3165;SPC LA N     -   882,329.48  3,441,951.57   sFT  1.00006892   +0 16 39.3
 CP3165;SPC AR S     -   428,582.348   402,339.548   MT  1.00010448   +0 00 50.4
 CP3165;SPC AR S     - 1,406,107.25  1,320,009.00   sFT  1.00010448   +0 00 50.4
 CP3165;UTM  15      - 3,643,366.853   595,835.945   MT  0.99971324   +0 33 25.8
 CP3165
 CP3165                          SUPERSEDED SURVEY CONTROL
 CP3165
 CP3165  NAD 83(1992)-  32 55 27.68041(N)    091 58 29.96057(W) AD(       ) 4
 CP3165  NAD 83(1986)-  32 55 27.68770(N)    091 58 29.95505(W) AD(       ) 4
 CP3165  NAD 27      -  32 55 27.22300(N)    091 58 29.48800(W) AD(       ) 3
 CP3165
 CP3165.Superseded values are not recommended for survey control.
 CP3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3165.See file dsdata.txt to determine how the superseded data were derived.
 CP3165
 CP3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9583643367(NAD 83)
 CP3165_MARKER: 44 = MICROWAVE MAST
 CP3165
 CP3165  HISTORY     - Date     Condition        Report By
 CP3165  HISTORY     - 1952     FIRST OBSERVED   CGS
 CP3165  HISTORY     - 1970     GOOD             NGS
 CP3165
 CP3165                          STATION DESCRIPTION
 CP3165
 CP3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP3165'THE STATION IS ABOUT 19 MILES SOUTHWEST OF CROSSETT AND 2 MILES
 CP3165'NORTHWEST OF STEVENSON.  IT IS A STEEL FRAMEWORK, 250 FEET
 CP3165'HIGH, PAINTED ALTERNATELY RED AND WHITE.
 CP3165'
 CP3165'THE POINT INTERSECTED WAS THE LIGHT IN THE CENTER OF THE TOP
 CP3165'OF THE MAST.
 CP3165
 CP3165                          STATION RECOVERY (1970)
 CP3165
 CP3165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP3165'STATION RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2685 ***********************************************************************
 BH2685  DESIGNATION -  STEW
 BH2685  PID         -  BH2685
 BH2685  STATE/COUNTY-  LA/ST BERNARD
 BH2685  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2685
 BH2685                         *CURRENT SURVEY CONTROL
 BH2685  ___________________________________________________________________
 BH2685* NAD 83(1992)-  30 08 42.75344(N)    089 25 08.53556(W)     ADJUSTED  
 BH2685* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 BH2685  ___________________________________________________________________
 BH2685  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BH2685  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BH2685
 BH2685  HORZ ORDER  -  SECOND
 BH2685
 BH2685.The horizontal coordinates were established by classical geodetic methods
 BH2685.and adjusted by the National Geodetic Survey in May 1994..
 BH2685
 BH2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2685
 BH2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2685
 BH2685.The geoid height was determined by GEOID03.
 BH2685
 BH2685;                    North         East     Units Scale Factor Converg.
 BH2685;SPC LA S     -   183,902.628 1,184,412.083   MT  0.99992890   +0 57 25.8
 BH2685;SPC LA S     -   603,353.87  3,885,858.64   sFT  0.99992890   +0 57 25.8
 BH2685;UTM  16      - 3,337,346.985   266,995.275   MT  1.00026986   -1 12 55.3
 BH2685
 BH2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2685!SPC LA S     -   1.00000391  x   0.99992890  =   0.99993281
 BH2685!UTM  16      -   1.00000391  x   1.00026986  =   1.00027377
 BH2685
 BH2685|---------------------------------------------------------------------|
 BH2685| PID    Reference Object                     Distance      Geod. Az  |
 BH2685|                                                           dddmmss.s |
 BH2685| DD8720 STEW RM 2                            14.907 METERS 14841     |
 BH2685| BH2680 ARK                                 APPROX. 1.5 KM 2503430.3 |
 BH2685| DD8719 STEW RM 1                            15.257 METERS 25737     |
 BH2685|---------------------------------------------------------------------|
 BH2685
 BH2685                          SUPERSEDED SURVEY CONTROL
 BH2685
 BH2685  NAD 83(1992)-  30 08 42.76530(N)    089 25 08.52918(W) AD(       ) 2
 BH2685  NAD 83(1986)-  30 08 42.76584(N)    089 25 08.52980(W) AD(       ) 2
 BH2685  NAD 27      -  30 08 42.04886(N)    089 25 08.35729(W) AD(       ) 2
 BH2685  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 BH2685
 BH2685.Superseded values are not recommended for survey control.
 BH2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2685.See file dsdata.txt to determine how the superseded data were derived.
 BH2685
 BH2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6699537347(NAD 83)
 BH2685_MARKER: DS = TRIANGULATION STATION DISK
 BH2685_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2685+WITH SETTING: INFORMATION.
 BH2685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2685
 BH2685  HISTORY     - Date     Condition        Report By
 BH2685  HISTORY     - 1966     MONUMENTED       CGS
 BH2685  HISTORY     - 1969     GOOD             CGS
 BH2685  HISTORY     - 1971     GOOD             NGS
 BH2685
 BH2685                          STATION DESCRIPTION
 BH2685
 BH2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2685'STATION IS ON THE NORTHEAST POINT OF GRAND ISLAND (KNOWN LOCALLY AS
 BH2685'HALF MOON ISLAND), ABOUT 3 MILES SOUTHEAST OF LOWER CLEAR POINT AND
 BH2685'5 MILES NORTHEAST OF MALHEUREUX POINT.
 BH2685'
 BH2685'STATION MARK IS A STANDARD DISK STAMPED STEW 1966, CRIMPED TO THE
 BH2685'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 BH2685'IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.6 FEET.  IT IS 1 FOOT
 BH2685'WEST OF A METAL WITNESS POST AND 100 FEET SOUTH OF THE WATERS EDGE AT
 BH2685'THE NORTHEAST SHORELINE.
 BH2685'
 BH2685'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STEW NO 1 1966, CRIMPED
 BH2685'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.  IT IS
 BH2685'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.  IT IS 2
 BH2685'FEET NORTHWEST OF A METAL WITNESS POST AND 130 FEET SOUTH OF THE
 BH2685'SHORELINE.
 BH2685'
 BH2685'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STEW NO 2 1966, CRIMPED
 BH2685'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.  IT IS
 BH2685'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.5 FEET.  IT IS
 BH2685'1.5 FEET EAST OF A METAL WINESS POST AND 115 FEET SOUTHWEST OF THE
 BH2685'SHORELINE.
 BH2685'
 BH2685'TRIANGULATION STATION ARK 1934 CAN BE USED AS AN AZIMUTH.
 BH2685'NOTE--STATION CAN ONLY BE REACHED BY BOAT OR FLOAT PLANE.
 BH2685
 BH2685                          STATION RECOVERY (1969)
 BH2685
 BH2685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2685'STATION WAS VISITED AFTER HURRICANE CAMILLE.  STATION MARK AND
 BH2685'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BH2685'
 BH2685'THE 1966 DESCRIPTION BY V.C. DURR IS CONSIDERED ADEQUATE FOR FUTURE
 BH2685'RECOVERY.
 BH2685
 BH2685                          STATION RECOVERY (1971)
 BH2685
 BH2685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2685'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BH2685'CONDITION.  DESCRIPTION BY L.M. CHASE IN 1966 IS ADEQUATE FOR
 BH2685'RECOVERY WITH THE FOLLOWING CHANGE--THE STATION IS NOW 19 FEET
 BH2685'FROM THE MHWL TO THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1463 ***********************************************************************
 BK1463  DESIGNATION -  STINE
 BK1463  PID         -  BK1463
 BK1463  STATE/COUNTY-  LA/CALCASIEU
 BK1463  USGS QUAD   -  BUHLER (1975)
 BK1463
 BK1463                         *CURRENT SURVEY CONTROL
 BK1463  ___________________________________________________________________
 BK1463* NAD 83(1992)-  30 15 34.69032(N)    093 22 05.14363(W)     ADJUSTED  
 BK1463* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK1463  **This station is located in a subsidence area (see below).
 BK1463  ___________________________________________________________________
 BK1463  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK1463  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK1463  DYNAMIC HT  -           5.7   (meters)      19.    (feet)  COMP
 BK1463  MODELED GRAV-     979,323.1   (mgal)                       NAVD 88
 BK1463
 BK1463  HORZ ORDER  -  FIRST
 BK1463  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1463
 BK1463.The horizontal coordinates were established by classical geodetic methods
 BK1463.and adjusted by the National Geodetic Survey in January 1993..
 BK1463
 BK1463 ** The orthometric height has not been validated since last determined
 BK1463 ** by differential leveling and should not be used for control purposes.
 BK1463 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1463 ** area with valid NAVD 88 orthometric heights.
 BK1463 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1463 ** epoch indicated which incorporates improved geoid heights for the
 BK1463 ** Southern Louisiana Subsidence area.
 BK1463 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1463.The orthometric height was scaled from a topographic map.
 BK1463.The vertical order pertains to the NGVD 29 superseded value.
 BK1463
 BK1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1463
 BK1463.The geoid height was determined by GEOID03.
 BK1463
 BK1463.The dynamic height is computed by dividing the NAVD 88
 BK1463.geopotential number by the normal gravity value computed on the
 BK1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1463.degrees latitude (g = 980.6199 gals.).
 BK1463
 BK1463.The modeled gravity was interpolated from observed gravity values.
 BK1463
 BK1463;                    North         East     Units Scale Factor Converg.
 BK1463;SPC LA S     -   196,784.632   804,209.286   MT  0.99993590   -1 01 02.7
 BK1463;SPC LA S     -   645,617.58  2,638,476.63   sFT  0.99993590   -1 01 02.7
 BK1463;UTM  15      - 3,347,613.034   464,590.704   MT  0.99961547   -0 11 07.8
 BK1463
 BK1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1463!SPC LA S     -   1.00000341  x   0.99993590  =   0.99993931
 BK1463!UTM  15      -   1.00000341  x   0.99961547  =   0.99961888
 BK1463
 BK1463|---------------------------------------------------------------------|
 BK1463| PID    Reference Object                     Distance      Geod. Az  |
 BK1463|                                                           dddmmss.s |
 BK1463| BK3185 E 4148 LAGS 1965                    272.104 METERS 00940     |
 BK1463| CV8424 STINE RM 1                          217.475 METERS 01037     |
 BK1463| BK1464 STINE RM 2                           29.761 METERS 12427     |
 BK1463| CV7969 4124                                               1793954.7 |
 BK1463| BK3188 DEQUINCY MO PACIFIC RR TANK         APPROX.21.6 KM 3425730.8 |
 BK1463| BK3190 DEQUINCY MUNICIPAL TANK             APPROX.22.0 KM 3433656.6 |
 BK1463| BK3189 DEQUINCY NEWPORT INDUST TK          APPROX.21.7 KM 3450611.6 |
 BK1463|---------------------------------------------------------------------|
 BK1463
 BK1463                          SUPERSEDED SURVEY CONTROL
 BK1463
 BK1463  NAD 83(1986)-  30 15 34.70974(N)    093 22 05.13440(W) AD(       ) 1
 BK1463  NAD 27      -  30 15 33.97512(N)    093 22 04.57022(W) AD(       ) 1
 BK1463  NGVD 29 (??/??/??)    5.572  (m)           18.28   (f) ADJUSTED    1 2
 BK1463
 BK1463.Superseded values are not recommended for survey control.
 BK1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1463.See file dsdata.txt to determine how the superseded data were derived.
 BK1463
 BK1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6459147613(NAD 83)
 BK1463_MARKER: DS = TRIANGULATION STATION DISK
 BK1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1463_SP_SET: CONCRETE POST
 BK1463_STAMPING: STINE 1931
 BK1463_MARK LOGO: CGS   
 BK1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1463+STABILITY: SURFACE MOTION
 BK1463
 BK1463  HISTORY     - Date     Condition        Report By
 BK1463  HISTORY     - 1931     MONUMENTED       CGS
 BK1463  HISTORY     - 1936     GOOD             LAGS
 BK1463  HISTORY     - 1941     GOOD             CGS
 BK1463  HISTORY     - 1955     GOOD             CGS
 BK1463  HISTORY     - 1955     GOOD             CGS
 BK1463  HISTORY     - 1963     GOOD             CGS
 BK1463  HISTORY     - 1963     GOOD             CGS
 BK1463  HISTORY     - 1965     GOOD             CGS
 BK1463  HISTORY     - 1976     GOOD             LADH
 BK1463  HISTORY     - 1979     GOOD             LADTD
 BK1463  HISTORY     - 1986     GOOD             NGS
 BK1463  HISTORY     - 20021102 GOOD             USPSQD
 BK1463  HISTORY     - 20041107 GOOD             USPSQD
 BK1463
 BK1463                          STATION DESCRIPTION
 BK1463
 BK1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK1463'STATION IS ABOUT 2 MILES N OF SULPHUR, IN SMALL PASTURE LOT
 BK1463'OWNED BY MRS. MINNIE M. STINE.
 BK1463'
 BK1463'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK1463'DISKS SET IN CONCRETE.
 BK1463'
 BK1463'REFERENCE MARK NO. 1 IS 25 FEET E OF CENTER LINE OF ROAD,
 BK1463'5 FEET S OF POWER LINE POLE NO. BO 30, AND 0.12 MILE FROM
 BK1463'STATION, N 10 DEG 36 MIN E.
 BK1463'
 BK1463'REFERENCE MARK NO. 2 IS E OF ROAD, 10 FEET NW OF FRONT GATE
 BK1463'TO HOUSE OF BURNS HAGGETT, AND 97.5 FEET FROM STATION,
 BK1463'S 51 DEG 13 MIN E.
 BK1463'
 BK1463'STATION IS REACHED FROM SULPHUR BY FOLLOWING STATE HIGHWAY
 BK1463'104, 1.5 MILES TO STATION, WHICH IS IN A SMALL CLUSTER OF
 BK1463'TREES, 46 FEET W OF CENTER LINE OF ROAD, 12.5 FEET W OF FENCE,
 BK1463'1/4 MILE N OF LARGE RICE CANAL, AND ABOUT 25 YARDS N OF
 BK1463'SMALL SQUARE BOX HOUSE WHICH STANDS OPPOSITE A LARGE HOUSE
 BK1463'ON E SIDE OF THE ROAD BELONGING TO BURNS HAGGETT.
 BK1463
 BK1463                          STATION RECOVERY (1936)
 BK1463
 BK1463'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK1463'THIS STATION IS IN EXCELLENT CONDITION AND WAS RECOVERED
 BK1463'AS DESCRIBED.
 BK1463
 BK1463                          STATION RECOVERY (1941)
 BK1463
 BK1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK1463'STATION RECOVERED AS DESCRIBED EXCEPT FOR A SMALL DIFFERENCE
 BK1463'IN THE DIRECTION TO REFERENCE MARK NO. 1, AND THE SMALL SQUARE
 BK1463'BOX HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE.
 BK1463'COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 2 MILES N OF
 BK1463'SULPHUR ON PROPERTY OF MRS. MINNIE STINE, 48 FEET W OF THE
 BK1463'CENTER LINE OF STATE HIGHWAY 104, OPPOSITE A LARGE HOUSE ON THE
 BK1463'E SIDE OF THE ROAD, 10 FEET W OF RIGHT-OF-WAY FENCE AND 2
 BK1463'FEET NE OF WHITE REFERENCE POST.
 BK1463'
 BK1463'STATION MARK IS STAMPED STINE 1931 AND IS FLUSH WITH THE SURFACE
 BK1463'OF THE GROUND.
 BK1463'
 BK1463'REFERENCE MARK NO. 1 IS N BY E OF THE STATION, 27 FEET E OF
 BK1463'THE CENTER LINE OF THE ROAD, AND 4 FEET S OF POWER POLE BO 30.
 BK1463'IT IS STAMPED STINE NO. 1 1931 AND FLUSH WITH THE SURFACE
 BK1463'OF THE GROUND.
 BK1463'
 BK1463'REFERENCE MARK NO. 2 IS ESE OF THE STATION, 41 FEET E OF THE
 BK1463'CENTER LINE OF THE ROAD, 49 FEET W OF W SIDE OF HOUSE, AND 45
 BK1463'FEET N OF POWER POLE.  IT IS STAMPED STINE NO. 2 1931 AND
 BK1463'PROJECTS 6 INCHES.
 BK1463'
 BK1463'4124 (STATE CONTROL SURVEY) WAS USED FOR THE AZIMUTH MARK
 BK1463'AND IS ABOUT 0.5 MILE S OF THE STATION, 53 FEET W OF THE CENTER
 BK1463'LINE OF THE ROAD, 50 FEET WNW OF NW CORNER OF SMALL CONCRETE
 BK1463'BRIDGE, 34 FEET N OF CENTER OF DRAINAGE DITCH.  IT IS A
 BK1463'STANDARD STATE CONTROL SURVEY DISK SET IN AN 8-INCH SQUARE
 BK1463'CONCRETE POST.  IT IS STAMPED 4124 AND PROJECTS 2 INCHES.
 BK1463'
 BK1463'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 BK1463'AND STATE HIGHWAY 104 IN SULPHUR, GO N ACROSS RAILROAD TRACKS
 BK1463'ON HIGHWAY 104 FOR 0.2 MILE AND TURN RIGHT, (E).  GO 0.35
 BK1463'MILE AND TURN LEFT, (N).  GO 0.15 MILE AND CONTINUE N WHEN
 BK1463'PAVED ROAD TURNS RIGHT.  GO 0.25 MILE AND TURN RIGHT, (E).
 BK1463'GO 0.25 MILE AND TURN LEFT (N) GO 0.95 MILE TO THE STATION
 BK1463'ON THE LEFT SIDE OF THE ROAD.
 BK1463'
 BK1463'OBSERVATIONS TAKEN FROM A 90-FOOT TOWER.
 BK1463'
 BK1463'A 103-FOOT TOWER AT PERKINS IS VISIBLE AT 50 FEET.
 BK1463'
 BK1463'A 103-FOOT TOWER AT QUINCY IS VISIBLE AT 50 FEET.
 BK1463'
 BK1463'A 90-FOOT TOWER AT GILLIS IS VISIBLE AT 45 FEET.
 BK1463'
 BK1463'A 103-FOOT TOWER AT CHARLES IS VISIBLE AT 50 FEET.
 BK1463'
 BK1463'A 90-FOOT TOWER AT DAVIES IS VISIBLE AT 77 FEET.
 BK1463
 BK1463                          STATION RECOVERY (1955)
 BK1463
 BK1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 BK1463'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 BK1463'AT SULPHUR, 40.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BK1463'28.3 FEET NORTHEAST OF A 28 INCH OAK TREE, 0.4 FOOT WEST OF
 BK1463'A FENCE, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 BK1463'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED STINE
 BK1463'1931.
 BK1463'
 BK1463'R.M. 2 STINE IS 99.0 FEET SOUTHEAST OF TRIANGULATION STATION
 BK1463'STINE, 144 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 BK1463'LEADING EAST, 53.7 FEET NORTH OF A POWER POLE, 40 FEET EAST
 BK1463'OF THE CENTER LINE OF THE HIGHWAY, 11.8 FEET NORTH OF A FENCE
 BK1463'CORNER, 1 FOOT WEST OF A FENCE, 2.3 FEET NORTH OF A WITNESS
 BK1463'POST, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BK1463'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED STINE
 BK1463'NO 2 1931.
 BK1463
 BK1463                          STATION RECOVERY (1955)
 BK1463
 BK1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BK1463'1.9 MI NE FROM SULPHUR.
 BK1463'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BK1463'SULPHUR, 40.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 28.3 FEET
 BK1463'NORTHEAST OF A 28 INCH OAK TREE, 0.4 FOOT WEST OF A FENCE, SET IN THE
 BK1463'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BK1463
 BK1463                          STATION RECOVERY (1963)
 BK1463
 BK1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK1463'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BK1463'CONDITION.  THE STATION IS 40.6 FT. WEST OF ROAD AND IN FENCE
 BK1463'LINE.  R.M. 2 IS 40.0 FT. EAST OF ROAD AND IN FENCE LINE.
 BK1463'
 BK1463'TO REACH STATION FROM INTERSECTION OF U.S. 90 AND STATE
 BK1463'ROAD NO. 27, GO NORTH ON 27 FOR 1.6 MI. AND TO STATION AS
 BK1463'DESCRIBED.
 BK1463
 BK1463                          STATION RECOVERY (1963)
 BK1463
 BK1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 BK1463'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 BK1463'AZIMUTH MARK HAS BEEN DESTROYED BY FARMING OPERATIONS AND
 BK1463'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED BY ROAD MACHINERY
 BK1463'WHEN THE HIGHWAY WAS MADE WIDER.
 BK1463'
 BK1463'THE STATION IS UNDER THE RIGHT-OF-WAY FENCE, 40 FEET WEST OF
 BK1463'THE CENTERLINE OF STATE HIGHWAY 27, AND 28.5 FEET NORTHEAST
 BK1463'OF A 36-INCH OAK TREE.  THE MARK IS FLUSH WITH THE GROUND AND
 BK1463'THE DISK IS STAMPED STINE 1931.
 BK1463'
 BK1463'THE LARGE FRAME HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION
 BK1463'HAS BEEN TORN DOWN AND A SMALL SHACK, PAINTED RED, IS ON THE
 BK1463'FORMER HOUSE SITE.
 BK1463'
 BK1463'THE TO REACH IN THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.
 BK1463'A NEW ONE IS FURNISHED BELOW.
 BK1463'
 BK1463'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 WITH
 BK1463'STATE HIGHWAY 27 IN THE EAST EDGE OF SULPHUR, GO NORTH ON
 BK1463'HIGHWAY 27 FOR 1.5 MILES TO A SMALL WOODED AREA ON THE LEFT AND
 BK1463'THE STATION ON THE LEFT UNDER THE RIGHT-OF-WAY FENCE.
 BK1463
 BK1463                          STATION RECOVERY (1965)
 BK1463
 BK1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 BK1463'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION
 BK1463'IS ADEQUATE EXCEPT THAT HIGHWAY NO. WHICH IS NOW LOUISIANA
 BK1463'HIGHWAY 27 AND DUE TO THE WIDENING OF LOUISIANA HIGHWAY 27,
 BK1463'THE STATION IS NOW IN A BARBED WIRE FENCE.  IT IS 48 FEET
 BK1463'WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 27.
 BK1463'
 BK1463'THE STATION IS STAMPED STINE 1931 AND IS FLUSH WITH THE
 BK1463'SURFACE OF THE GROUND.
 BK1463'
 BK1463'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  THE
 BK1463'DISTANCE FROM THE STATION AND FROM THE CENTERLINE OF THE
 BK1463'HIGHWAY CHECK.  (NOTE - ARROW ON MARK IS REVERSED).
 BK1463'
 BK1463'E4148 (L.G.S.) WAS USED FOR NEW AZIMUTH MARK BECAUSE 4124
 BK1463'(L.G.S.) WAS DESTROYED BY ROAD CONSTRUCTION.
 BK1463'
 BK1463'E4148 IS APPROXIMATELY 900 FEET NORTHEAST OF STINE 1931 ON
 BK1463'THE EAST SIDE OF LOUISIANA HIGHWAY 27, 123.60 FEET EAST OF
 BK1463'LOUISIANA HIGHWAY 27, 158 FEET NORTHEAST OF A 24 INCH SIDE
 BK1463'DRAIN ON EAST SIDE OF LOUISIANA 27 AND 17.28 FEET SOUTH OF A
 BK1463'10 INCH OAK TREE.  IT IS APPROXIMATELY 2.1 MILES NORTH OF
 BK1463'SULPHUR.
 BK1463
 BK1463                          STATION RECOVERY (1976)
 BK1463
 BK1463'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1976 (LL)
 BK1463'STINE 1931 RECOVERED IN GOOD CONDITION.
 BK1463'
 BK1463'STINE R. M. 2 RECOVERED IN GOOD CONDITION.
 BK1463'
 BK1463'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES NORTHEAST OF
 BK1463'SULPHUR.
 BK1463
 BK1463                          STATION RECOVERY (1979)
 BK1463
 BK1463'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BK1463'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 WITH STATE
 BK1463'HIGHWAY 27 IN THE EAST EDGE OF SULPHUR, GO NORTH ON HIGHWAY 27 FOR
 BK1463'1.5 MILES TO A SMALL WOODED AREA ON THE LEFT. THE STATION IS 48 FEET
 BK1463'WEST OF THE CENTERLINE OF STATE HIGHWAY 27, 28.5 FEET NORTHEAST OF A
 BK1463'36-INCH TREE, 63.0 FEET SOUTH OF TELEPHONE POLE NUMBERED 20 1/2, 99.0
 BK1463'FEET NORTHWEST OF STINE R.M. 2
 BK1463
 BK1463                          STATION RECOVERY (1986)
 BK1463
 BK1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1463'RECOVERED IN GOOD CONDITION.  THE 1955 AND 1979 RECOVERY ARE ADEQUATE
 BK1463'WITH THE FOLLOWING CORRECTIONS.  NOTE--THE 1979 TO REACH IS THE MOST
 BK1463'ACCURATE.  IT IS 8.7 METERS (28.5 FT) NORTHEAST OF A 36-INCH OAK TREE
 BK1463'AND DELETE 0.4 FOOT WEST OF A FENCE.
 BK1463'THE MARK IS 0.67 METERS  W FROM  A WITNESS POST
 BK1463
 BK1463                          STATION RECOVERY (2002)
 BK1463
 BK1463'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 BK1463'RECOVERED IN GOOD CONDITION.
 BK1463
 BK1463                          STATION RECOVERY (2004)
 BK1463
 BK1463'RECOVERY NOTE BY US POWER SQUADRON 2004 (RG)
 BK1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4718 ***********************************************************************
 BJ4718  DESIGNATION -  STOCKERT
 BJ4718  PID         -  BJ4718
 BJ4718  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4718  USGS QUAD   -  ROGILLIOVILLE (1984)
 BJ4718
 BJ4718                         *CURRENT SURVEY CONTROL
 BJ4718  ___________________________________________________________________
 BJ4718* NAD 83(1992)-  30 59 50.95557(N)    091 13 57.51931(W)     ADJUSTED  
 BJ4718* NAVD 88     -       107.33   (+/-2cm)     352.1    (feet)  VERTCON   
 BJ4718  ___________________________________________________________________
 BJ4718  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ4718  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ4718
 BJ4718  HORZ ORDER  -  FIRST
 BJ4718  VERT ORDER  -  THIRD ? (See Below)
 BJ4718
 BJ4718.The horizontal coordinates were established by classical geodetic methods
 BJ4718.and adjusted by the National Geodetic Survey in May 1994..
 BJ4718
 BJ4718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4718.The vertical order pertains to the NGVD 29 superseded value.
 BJ4718
 BJ4718.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4718
 BJ4718.The geoid height was determined by GEOID03.
 BJ4718
 BJ4718;                    North         East     Units Scale Factor Converg.
 BJ4718;SPC LA S     -   276,850.369 1,009,617.226   MT  1.00007680   +0 03 01.2
 BJ4718;SPC LA S     -   908,299.92  3,312,385.85   sFT  1.00007680   +0 03 01.2
 BJ4718;SPC MS W     -   166,345.356   614,112.348   MT  1.00004096   -0 27 47.4
 BJ4718;SPC MS W     -   545,751.39  2,014,800.26   sFT  1.00004096   -0 27 47.4
 BJ4718;UTM  15      - 3,430,664.050   668,739.574   MT  0.99995123   +0 54 37.5
 BJ4718
 BJ4718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4718!SPC LA S     -   0.99998740  x   1.00007680  =   1.00006420
 BJ4718!SPC MS W     -   0.99998740  x   1.00004096  =   1.00002836
 BJ4718!UTM  15      -   0.99998740  x   0.99995123  =   0.99993863
 BJ4718
 BJ4718|---------------------------------------------------------------------|
 BJ4718| PID    Reference Object                     Distance      Geod. Az  |
 BJ4718|                                                           dddmmss.s |
 BJ4718| CW2356 STOCKERT RM 2                        49.951 METERS 05328     |
 BJ4718| BW2454 CENTREVILLE MUNICIPAL TANK          APPROX.18.7 KM 0573650.9 |
 BJ4718| BJ4694 JACKSON EAST LA ST HOSP TANK        APPROX.18.4 KM 1734925.2 |
 BJ4718| BJ4693 JACKSON E LA STATE HOSP SPIPE       APPROX.18.4 KM 1740102.4 |
 BJ4718| BJ4691 JACKSON E LA ST HOSP ADM DOME       APPROX.18.3 KM 1740628.9 |
 BJ4718| BJ4692 JACKSON BAP CHURCH SPIRE            APPROX.17.7 KM 1742651.2 |
 BJ4718| CW2354 STOCKERT AZ MK                                     2815930.4 |
 BJ4718| CW2355 STOCKERT RM 1                        49.256 METERS 33957     |
 BJ4718|---------------------------------------------------------------------|
 BJ4718
 BJ4718                          SUPERSEDED SURVEY CONTROL
 BJ4718
 BJ4718  NAD 83(1992)-  30 59 50.95974(N)    091 13 57.52132(W) AD(       ) 1
 BJ4718  NAD 83(1986)-  30 59 50.97208(N)    091 13 57.51471(W) AD(       ) 1
 BJ4718  NAD 27      -  30 59 50.33300(N)    091 13 57.12400(W) AD(       ) 1
 BJ4718  NGVD 29 (07/19/86)  107.29   (m)          352.0    (f) LEVELING    3  
 BJ4718
 BJ4718.Superseded values are not recommended for survey control.
 BJ4718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4718.See file dsdata.txt to determine how the superseded data were derived.
 BJ4718
 BJ4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6874030664(NAD 83)
 BJ4718_MARKER: DS = TRIANGULATION STATION DISK
 BJ4718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4718
 BJ4718  HISTORY     - Date     Condition        Report By
 BJ4718  HISTORY     - 1939     MONUMENTED       CGS
 BJ4718  HISTORY     - 1949     GOOD             CGS
 BJ4718  HISTORY     - 1955     GOOD             CGS
 BJ4718  HISTORY     - 1976     GOOD             USGS
 BJ4718
 BJ4718                          STATION DESCRIPTION
 BJ4718
 BJ4718'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4718'THE STATION IS LOCATED 8 MILES WEST AND 2-1/4 MILES NORTH OF
 BJ4718'NORWOOD, LA..  0.1 MILE SOUTH OF THE MISSISSIPPI-LOUISIANA
 BJ4718'STATE LINE.  ON TOP OF A PROMINENT BARE HILL WHICH IS ON
 BJ4718'THE DIVIDE BETWEEN THOMPSON CREEK AND MIDDLE FORK.  0.1 MILE
 BJ4718'WEST OF A LOCAL ROAD.  97 FEET NORTHWEST OF THE LARGER OF LONE
 BJ4718'TWIN-PINE TREES MARKED WITH A TRIANGULAR BLAZE.  THE MARK
 BJ4718'PROJECTS 4 INCHES AND IS STAMPED STOCKERT 1939.
 BJ4718'
 BJ4718'TO REACH THE STATION FROM LAUREL HILL, LA. POST OFFICE ON
 BJ4718'U.S. HIGHWAY NO. 61, GO NORTHEAST ON A DIRT ROAD ON THE NORTH
 BJ4718'SIDE OF THE RAILROAD STATION FOR 1.7 MILES.  THEN CROSS A BRIDGE
 BJ4718'OVER THE WEST FORK OF THOMPSON CREEK AND CONTINUE ON THE ROAD
 BJ4718'TO THE NORTHEAST FOR 1.85 MILE OR FOR 0.05 MILE AFTER PASSING
 BJ4718'CORNER POST OFFICE ON THE LEFT.  THEN TURN SHARP LEFT AT AN
 BJ4718'OBLIQUE CROSSROAD AND FOLLOW MAIN GRAVEL ROAD TO THE NORTH FOR
 BJ4718'0.7 MILE.  THEN TAKE LEFT FORK AND GO 1.45 MILES.  THEN TAKE
 BJ4718'GRAVEL T-ROAD RIGHT (EAST) AT AN OLD SCHOOL ON THE RIGHT
 BJ4718'FOR 0.75 MILE.  THEN TAKE MAIN RIGHT FORK SOUTH FOR 0.3
 BJ4718'MILE.  THEN TAKE MAIN ROAD TO THE LEFT (EAST) FOR 2.7 MILES
 BJ4718'OR FOR 0.5 MILE AFTER PASSING GAS PIPE LINE CROSSING.
 BJ4718'THEN TURN SHARP RIGHT AND FOLLOW A WOODS ROAD SOUTH FOR
 BJ4718'0.75 MILE.  THEN TURN SHARP RIGHT AND FOLLOW FIELD ROAD UP
 BJ4718'HILL FOR 0.15 MILE TO THE TOP AND STATION ON THE LEFT AT
 BJ4718'THE HIGHEST POINT.
 BJ4718'
 BJ4718'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION 161.55
 BJ4718'FEET AND 6 FEET SOUTH OF A DIM FIELD ROAD.  THE MARK
 BJ4718'PROJECTS 4 INCHES AND IS STAMPED STOCKERT NO. 1 1939.
 BJ4718'
 BJ4718'REFERENCE MARK NO. 2 IS 163.84 FEET NORTHEAST OF THE STATION, AND
 BJ4718'3 FEET SOUTHWEST OF A DIM FIELD ROAD.  THE MARK
 BJ4718'PROJECTS 4 INCHES AND IS STAMPED STOCKERT NO. 2 1939.
 BJ4718'
 BJ4718'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 BJ4718'IS 194.76 FEET.
 BJ4718'
 BJ4718'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST OF THE STATION.
 BJ4718'110 FEET EAST OF A WOODS.  AND 6 FEET EAST OF A 5-FOOT BANK.
 BJ4718'TO REACH THE MARK FROM THE STATION, DRIVE WEST ON THE DIM FIELD
 BJ4718'ROAD ALONG THE SOUTH EDGE OF A WOODS FOR 0.3 MILE.  THEN TURN
 BJ4718'LEFT AND GO 0.05 MILE TO THE MARK.  THE MARK PROJECTS 6
 BJ4718'INCHES AND IS STAMPED STOCKERT 1939.
 BJ4718'
 BJ4718'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 BJ4718'
 BJ4718'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4718
 BJ4718                          STATION RECOVERY (1949)
 BJ4718
 BJ4718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BJ4718'THE STATION WAS RECOVERED AS DESCRIBED BY F.B.Q. IN 1939 AND
 BJ4718'ALL MARKS WERE FOUND IN GOOD CONDITION.  DIFFERENCES WERE
 BJ4718'FOUND IN THE MEASUREMENTS TO THE MARKS FROM LOCAL OBJECTS AND
 BJ4718'THE DIM TRACK ROAD.  A COMPLETE DESCRIPTION FOLLOWS--
 BJ4718'
 BJ4718'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF CENTREVILLE, 9
 BJ4718'MILES SOUTHEAST OF WOODVILLE, 0.1 MILE SOUTH OF THE
 BJ4718'LOUISIANA-MISSISSIPPI STATE LINE, AND ON LAND OWNED BY THE CROSBY
 BJ4718'LUMBER COMPANY OF CROSBY, MISSISSIPPI.  THE LAND IS NOW OCCUPIED
 BJ4718'BY MR. T.B. MC CURLEY.  THE MARK IS 135 FEET SOUTHWEST OF THE
 BJ4718'APPROXIMATE CENTER OF A DIM TRACK ROAD, 108 FEET SOUTH OF THE
 BJ4718'APPROXIMATE CENTER OF THE DIM TRACK ROAD, 107 FEET NORTHWEST
 BJ4718'OF A TRIANGULAR BLAZED 15-INCH PINE TREE, AND 5 FEET NORTHWEST
 BJ4718'OF A WITNESS POST.
 BJ4718'
 BJ4718'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24
 BJ4718'AND 48, WHICH IS 1 MILE EAST OF CENTREVILLE, GO SOUTH AND WEST
 BJ4718'ON HIGHWAY 24 FOR 9.9 MILES TO A CROSS ROAD, TURN LEFT AND GO
 BJ4718'SOUTH ON A GRAVELED ROAD FOR 3.2 MILES TO A CROSS ROAD, TURN
 BJ4718'RIGHT AND GO WEST ON A DIRT ROAD FOR 3.7 MILES TO A DIM TRACK
 BJ4718'ROAD TO THE RIGHT, TURN SHARP RIGHT AND GO NORTHWEST FOR 0.1
 BJ4718'MILE TO THE STATION ON THE LEFT.
 BJ4718'
 BJ4718'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 BJ4718'DIM TRACK ROAD FOR 0.15 MILE TO A FORK, TAKE THE RIGHT ROAD AND
 BJ4718'GO WESTERLY FOR 0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT AND
 BJ4718'GO SOUTHWEST FOR 0.05 MILE TO THE AZIMUTH MARK.
 BJ4718'
 BJ4718'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BJ4718'STOCKERT 1939.
 BJ4718'
 BJ4718'REFERENCE MARK NO. 1 IS 53 FEET NORTH OF THE APPROXIMATE CENTER
 BJ4718'OF THE DIM TRACK ROAD.  THE MARK PROJECTS 2 INCHES, AND THE
 BJ4718'DISK IS STAMPED STOCKERT NO 1 1939.
 BJ4718'
 BJ4718'REFERENCE MARK NO. 2 IS 28 FEET NORTHEAST OF THE APPROXIMATE
 BJ4718'CENTER OF THE DIM TRACK ROAD.  THE MARK PROJECTS 2 INCHES, AND
 BJ4718'THE DISK IS STAMPED STOCKERT NO 2 1939.
 BJ4718'
 BJ4718'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST OF THE STATION
 BJ4718'ALONG THE WESTERN EDGE OF A CLEARING AND 3 FEET SOUTHEAST OF A
 BJ4718'WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BJ4718'STAMPED STOCKERT 1939.
 BJ4718'
 BJ4718'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BJ4718'CONCRETE POSTS.
 BJ4718'
 BJ4718'A 90 FOOT TOWER AT STOCKERT NEEDED TO SEE 90 FEET AT TRIANGULATION
 BJ4718'STATION WOODVILLE 1929.
 BJ4718'
 BJ4718'A 90 FOOT TOWER AT STOCKERT NEEDED TO SEE 77 FEET AT TRIANGULATION
 BJ4718'STATION WALKER 1939.
 BJ4718'
 BJ4718'A 90 FOOT TOWER AT STOCKERT NEEDED TO SEE 50 FEET AT TRIANGULATION
 BJ4718'STATION PHARES.
 BJ4718'
 BJ4718'A 90 FOOT TOWER AT STOCKERT NEEDED TO SEE 37 FEET AT TRIANGULATION
 BJ4718'STATION BRIDGES 1939.
 BJ4718'
 BJ4718'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4718
 BJ4718                          STATION RECOVERY (1955)
 BJ4718
 BJ4718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4718'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4718'CONDITION.  THE RECOVERY NOTE BY M.J.T. IN 1949, BOOK 997
 BJ4718'PAGE 13 IS ADEQUATE.
 BJ4718'
 BJ4718'AN ADDITIONAL TO REACH FROM JACKSON, LA. FOLLOWS--
 BJ4718'
 BJ4718'TO REACH THE STATION FROM THE POST OFFICE IN JACKSON, GO WEST
 BJ4718'ON STATE HIGHWAY 35 FOR 1 MILE TO THE BRIDGE OVER THOMPSON
 BJ4718'CREEK, CONTINUE FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BJ4718'258, TURN RIGHT ON STATE HIGHWAY 258 AND GO 6.9 MILES TO A
 BJ4718'CROSSROAD, TURN RIGHT AND GO 3.75 MILE TO A FORK, TAKE LEFT
 BJ4718'FORK AND GO 1.15 MILE TO A DIM ROAD LEFT, TURN LEFT ON DIM ROAD
 BJ4718'AND GO 0.1 MILE TO THE TOP OF THE RIDGE AND THE STATION ON THE
 BJ4718'LEFT.
 BJ4718'
 BJ4718'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 BJ4718
 BJ4718                          STATION RECOVERY (1976)
 BJ4718
 BJ4718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JES)
 BJ4718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2857 ***********************************************************************
 BX2857  DESIGNATION -  STOKER
 BX2857  PID         -  BX2857
 BX2857  STATE/COUNTY-  LA/SABINE
 BX2857  USGS QUAD   -  MANY (1994)
 BX2857
 BX2857                         *CURRENT SURVEY CONTROL
 BX2857  ___________________________________________________________________
 BX2857* NAD 83(1992)-  31 37 23.83716(N)    093 23 06.95430(W)     ADJUSTED  
 BX2857* NAVD 88     -        80.1    (meters)     263.     (feet)  VERTCON   
 BX2857  ___________________________________________________________________
 BX2857  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BX2857  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX2857
 BX2857  HORZ ORDER  -  SECOND
 BX2857
 BX2857.The horizontal coordinates were established by classical geodetic methods
 BX2857.and adjusted by the National Geodetic Survey in January 1993..
 BX2857
 BX2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2857
 BX2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2857
 BX2857.The geoid height was determined by GEOID03.
 BX2857
 BX2857;                    North         East     Units Scale Factor Converg.
 BX2857;SPC LA N     -   124,887.729   916,015.307   MT  0.99992786   -0 28 04.9
 BX2857;SPC LA N     -   409,735.82  3,005,293.55   sFT  0.99992786   -0 28 04.9
 BX2857;UTM  15      - 3,498,745.672   463,461.531   MT  0.99961647   -0 12 07.2
 BX2857
 BX2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2857!SPC LA N     -   0.99999154  x   0.99992786  =   0.99991940
 BX2857!UTM  15      -   0.99999154  x   0.99961647  =   0.99960802
 BX2857
 BX2857|---------------------------------------------------------------------|
 BX2857| PID    Reference Object                     Distance      Geod. Az  |
 BX2857|                                                           dddmmss.s |
 BX2857| CV8429 STOKER RM 1                          22.998 METERS 06217     |
 BX2857| BX2856 STOKER LDH 1971 RM 2                  8.424 METERS 06904     |
 BX2857| CV8428 STOKER AZ MK                                       2471607.0 |
 BX2857|---------------------------------------------------------------------|
 BX2857
 BX2857                          SUPERSEDED SURVEY CONTROL
 BX2857
 BX2857  NAD 83(1986)-  31 37 23.85097(N)    093 23 06.94780(W) AD(       ) 2
 BX2857  NAD 27      -  31 37 23.24066(N)    093 23 06.32394(W) AD(       ) 2
 BX2857  NGVD 29 (07/19/86)   80.2    (m)          263.     (f) VERT ANG       
 BX2857
 BX2857.Superseded values are not recommended for survey control.
 BX2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2857.See file dsdata.txt to determine how the superseded data were derived.
 BX2857
 BX2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ6346298746(NAD 83)
 BX2857_MARKER: DD = SURVEY DISK
 BX2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2857
 BX2857  HISTORY     - Date     Condition        Report By
 BX2857  HISTORY     - 1971     MONUMENTED       LADH
 BX2857  HISTORY     - 20010331 GOOD             NGS
 BX2857  HISTORY     - 20010922 GOOD             USPSQD
 BX2857
 BX2857                          STATION DESCRIPTION
 BX2857
 BX2857'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RJT)
 BX2857'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF MANY, 18 MILES
 BX2857'SOUTHWEST OF NATCHITOCHES AND 15 MILES EAST OF ZWOLLE, IN THE
 BX2857'NORTHWEST 1/4 OF SECTION 3, T7N, R10W, AND ON THE PROPERTY OWNED BY
 BX2857'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BX2857'
 BX2857'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 SOUTH AND
 BX2857'STATE HIGHWAY 6 IN MANY, GO NORTHEAST ALONG STATE HIGHWAY 6 FOR 6.7
 BX2857'MILES TO THE STATION WHICH IS SET ON THE RIGHT AND SOUTHEAST OF THE
 BX2857'HIGHWAY NEAR A FENCE.
 BX2857'
 BX2857'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ALONG
 BX2857'STATE HIGHWAY 6 FOR 0.6 MILE.  THE MARK IS SET ON THE RIGHT AND NORTH
 BX2857'OF THE HIGHWAY NEAR A FENCE AND POWER POLE.
 BX2857'
 BX2857'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2857'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2857'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2857'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2857'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2857'STAMPED STOKER 1971.  THE MARK IS 57 FEET SOUTH-SOUTHEAST OF THE
 BX2857'CENTER OF STATE HIGHWAY 6, 50 FEET WEST-SOUTHWEST OF THE CENTER
 BX2857'OF A GRAVEL DRIVE TO A HOUSE, 14 FEET NORTHEAST OF A 30 INCH
 BX2857'PINE TREE, 4 FEET NORTH-NORTHEAST OF A FENCE, AND 2.5 FEET
 BX2857'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2857'
 BX2857'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2857'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2857'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2857'STAMPED STOKER R. M. 1 1971.  IT IS 60 FEET SOUTH-SOUTHEAST OF THE
 BX2857'CENTER OF STATE HIGHWAY 6, 27 FEET EAST OF THE WEST END OF A
 BX2857'CONCRETE CULVERT, 26 FEET NORTHEAST OF THE CENTER OF A GRAVEL DRIVE,
 BX2857'AND 7 FEET NORTHWEST OF A FENCE.
 BX2857'
 BX2857'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2857'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2857'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2857'STAMPED STOKER R. M. 2 1971.  IT IS 62 FEET SOUTHEAST OF THE
 BX2857'CENTER OF STATE HIGHWAY 6, 30 FEET SOUTH-SOUTHEAST OF THE SOUTH
 BX2857'END OF A CONCRETE CULVERT, 22 FEET SOUTHWEST OF THE CENTER OF A
 BX2857'LANE, AND 2 FEET NORTHWEST OF A FENCE.
 BX2857'
 BX2857'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2857'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2857'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2857'STAMPED STOKER AZ. MK. 1971.  IT IS 56 FEET NORTH-NORTHEAST OF THE
 BX2857'CENTER OF STATE HIGHWAY 6, 42 FEET WEST OF THE WEST END OF A
 BX2857'CONCRETE CULVERT, 10 FEET EAST OF A POWER POLE, 6 FEET
 BX2857'SOUTH-SOUTHEAST OF A FENCE, AND 3.5 FEET SOUTH-SOUTHEAST OF A
 BX2857'METAL WITNESS POST AND SIGN.
 BX2857'
 BX2857'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BX2857
 BX2857                          STATION RECOVERY (2001)
 BX2857
 BX2857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2857'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2857
 BX2857                          STATION RECOVERY (2001)
 BX2857
 BX2857'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX2857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3078 ***********************************************************************
 BK3078  DESIGNATION -  STONE
 BK3078  PID         -  BK3078
 BK3078  STATE/COUNTY-  LA/CALCASIEU
 BK3078  USGS QUAD   -  HECKER (1994)
 BK3078
 BK3078                         *CURRENT SURVEY CONTROL
 BK3078  ___________________________________________________________________
 BK3078* NAD 83(1992)-  30 19 51.74992(N)    093 05 37.45996(W)     ADJUSTED  
 BK3078* NAVD 88     -         6.2  **(meters)      20.   **(feet)  VERTCON   
 BK3078  **This station is located in a subsidence area (see below).
 BK3078  ___________________________________________________________________
 BK3078  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BK3078  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3078
 BK3078  HORZ ORDER  -  THIRD
 BK3078
 BK3078.The horizontal coordinates were established by classical geodetic methods
 BK3078.and adjusted by the National Geodetic Survey in January 1993..
 BK3078
 BK3078 ** The orthometric height has not been validated since last determined
 BK3078 ** by differential leveling and should not be used for control purposes.
 BK3078 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3078 ** area with valid NAVD 88 orthometric heights.
 BK3078 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3078 ** epoch indicated which incorporates improved geoid heights for the
 BK3078 ** Southern Louisiana Subsidence area.
 BK3078 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3078
 BK3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3078
 BK3078.The geoid height was determined by GEOID03.
 BK3078
 BK3078;                    North         East     Units Scale Factor Converg.
 BK3078;SPC LA S     -   204,261.863   830,728.030   MT  0.99994229   -0 52 48.8
 BK3078;SPC LA S     -   670,149.13  2,725,480.21   sFT  0.99994229   -0 52 48.8
 BK3078;UTM  15      - 3,355,472.096   490,989.258   MT  0.99960100   -0 02 50.4
 BK3078
 BK3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3078!SPC LA S     -   1.00000331  x   0.99994229  =   0.99994560
 BK3078!UTM  15      -   1.00000331  x   0.99960100  =   0.99960431
 BK3078
 BK3078:                Primary Azimuth Mark                     Grid Az
 BK3078:SPC LA S     -  IOWA 2 RM 5 RESET                        171 00 12.2
 BK3078:UTM  15      -  IOWA 2 RM 5 RESET                        170 10 13.8
 BK3078
 BK3078|---------------------------------------------------------------------|
 BK3078| PID    Reference Object                     Distance      Geod. Az  |
 BK3078|                                                           dddmmss.s |
 BK3078| BK1428 IOWA 2 RM 5 RESET                   APPROX. 9.5 KM 1700723.4 |
 BK3078| BK3097 IOWA MOTOROLA COMMUN RAD MAST       APPROX. 9.7 KM 1713327.4 |
 BK3078| BK3087 IOWA LAYNE WELLS CO MICROWAVE       APPROX. 9.8 KM 1751215.1 |
 BK3078| BK3081 ENGLISH BAYOU RADIO MAST            APPROX. 6.5 KM 2161732.5 |
 BK3078| CV8433 STONE RM 1                           26.835 METERS 23340     |
 BK3078| CV8434 STONE RM 2                           29.623 METERS 32605     |
 BK3078|---------------------------------------------------------------------|
 BK3078
 BK3078                          SUPERSEDED SURVEY CONTROL
 BK3078
 BK3078  NAD 83(1986)-  30 19 51.77012(N)    093 05 37.45304(W) AD(       ) 3
 BK3078  NAD 27      -  30 19 51.03499(N)    093 05 36.90347(W) AD(       ) 3
 BK3078  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG       
 BK3078
 BK3078.Superseded values are not recommended for survey control.
 BK3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3078.See file dsdata.txt to determine how the superseded data were derived.
 BK3078
 BK3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9098955472(NAD 83)
 BK3078_MARKER: DS = TRIANGULATION STATION DISK
 BK3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3078
 BK3078  HISTORY     - Date     Condition        Report By
 BK3078  HISTORY     - 1963     MONUMENTED       CGS
 BK3078  HISTORY     - 1963     GOOD             CGS
 BK3078
 BK3078                          STATION DESCRIPTION
 BK3078
 BK3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3078'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST
 BK3078'OF THE VILLAGE OF IOWA, 7 MILES NORTH-NORTHEAST OF LAKE
 BK3078'CHARLES, AND ON THE CALCASIEU RIVER.  IT IS ON THE PROPERTY
 BK3078'OWNED BY ATTORNEY STONE OF LAKE CHARLES.
 BK3078'
 BK3078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 90 AND
 BK3078'STATE HIGHWAY 383 AT AT THE TRAFFIC LIGHT AT THE SOUTH EDGE
 BK3078'OF THE VILLAGE OF IOWA, GO NORTH ON STATE HIGHWAY 383 FOR
 BK3078'4.1 MILES TO A CROSSROAD AND A JUNCTION WITH STATE HIGHWAY
 BK3078'101.  KEEP LEFT, STRAIGHT AHEAD (NORTH) ON STATE HIGHWAY
 BK3078'383 FOR 4.6 MILES TO A STEEL BRIDGE.  CONTINUE AHEAD ON
 BK3078'MAIN TRAVELED ROAD FOR 1.45 MILE TO A SIDE ROAD LEFT.  TURN
 BK3078'LEFT AND GO WEST FOR 0.6 MILE TO A FORK, KEEP STRAIGHT AHEAD
 BK3078'(WEST AND SOUTHWEST) FOR 4.25 MILES TO A BOARD GATE ON THE
 BK3078'RIGHT PAINTED WHITE, THIS IS THE GATE TO STATION HECKER.
 BK3078'CONTINUE SOUTH ON MAIN TRAVELED ROAD FOR 0.95 MILE TO A
 BK3078'BOARD GATE ON THE RIGHT WITH A LOCK AND PAINTED RED.  TURN
 BK3078'RIGHT THROUGH GATE, AND GO WEST-SOUTHWEST ON A TRACK ROAD
 BK3078'FOR 0.9 MILE TO A FORK (JUST BEFORE REACHING A CABIN) ON
 BK3078'THE RIGHT AND STATION AS DESCRIBED.  THE STATION IS A
 BK3078'STANDARD DISK STAMPED STONE 1963, SET IN A 12 INCH SQUARE
 BK3078'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  IT IS 24.6
 BK3078'FEET EAST OF A TRACK ROAD, 6.3 FEET NORTH OF A 3 INCH
 BK3078'DIAMETER CREOSOTE WOOD WITNESS POST WITH SIGN AND
 BK3078'APPROXIMATELY 200.0 FEET WEST OF A HOUSE.
 BK3078'
 BK3078'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK STAMPED STONE
 BK3078'NO. 1 1963, SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 BK3078'PROJECTS ABOUT 4 INCHES.  IT IS 84.0 FEET SOUTH SOUTHWEST
 BK3078'OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST WITH SIGN
 BK3078'AND 15.5 FEET EAST OF A TRACK ROAD.
 BK3078'
 BK3078'REFERENCE MARK 2, IS A STANDARD REFERENCE DISK STAMPED STONE NO. 2
 BK3078'1963, SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 BK3078'WITH THE GROUND.  IT IS 101.0 FEET NORTH WEST OF A 3 INCH
 BK3078'DIAMETER CREOSOTE WOOD WITNESS POST WITH SIGN, 13.0 FEET
 BK3078'NORTH OF A TRACK ROAD AND 14.0 FEET SOUTH OF A 6 INCH PINE
 BK3078'TREE.
 BK3078'
 BK3078'HEIGHT OF LIGHT ABOVE STATION MARK 34.23 METERS.
 BK3078
 BK3078                          STATION RECOVERY (1963)
 BK3078
 BK3078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3078'THE STATION, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BK3078'THE DESCRIPTION BY R.W.T. 1963, IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1282 ***********************************************************************
 AT1282  DESIGNATION -  STONE 1934
 AT1282  PID         -  AT1282
 AT1282  STATE/COUNTY-  LA/PLAQUEMINES
 AT1282  USGS QUAD   -  BLACK BAY SOUTH (1992)
 AT1282
 AT1282                         *CURRENT SURVEY CONTROL
 AT1282  ___________________________________________________________________
 AT1282* NAD 83(1992)-  29 34 51.69287(N)    089 32 06.55094(W)     ADJUSTED  
 AT1282* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1282  **This station is located in a subsidence area (see below).
 AT1282  ___________________________________________________________________
 AT1282  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AT1282  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AT1282
 AT1282  HORZ ORDER  -  THIRD
 AT1282
 AT1282.The horizontal coordinates were established by classical geodetic methods
 AT1282.and adjusted by the National Geodetic Survey in May 1994..
 AT1282
 AT1282 ** The orthometric height has not been validated since last determined
 AT1282 ** by differential leveling and should not be used for control purposes.
 AT1282 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1282 ** area with valid NAVD 88 orthometric heights.
 AT1282 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1282 ** epoch indicated which incorporates improved geoid heights for the
 AT1282 ** Southern Louisiana Subsidence area.
 AT1282 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1282.The orthometric height was scaled from a topographic map.
 AT1282
 AT1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1282
 AT1282.The geoid height was determined by GEOID03.
 AT1282
 AT1282;                    North         East     Units Scale Factor Converg.
 AT1282;SPC LA S     -   121,193.518 1,174,208.450   MT  0.99995241   +0 53 56.8
 AT1282;SPC LA S     -   397,615.73  3,852,382.22   sFT  0.99995241   +0 53 56.8
 AT1282;UTM  16      - 3,275,044.162   254,428.434   MT  1.00034416   -1 15 07.6
 AT1282
 AT1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1282!SPC LA S     -   1.00000390  x   0.99995241  =   0.99995631
 AT1282!UTM  16      -   1.00000390  x   1.00034416  =   1.00034806
 AT1282
 AT1282:                Primary Azimuth Mark                     Grid Az
 AT1282:SPC LA S     -  MOZAM                                    042 47 21.0
 AT1282:UTM  16      -  MOZAM                                    044 56 25.4
 AT1282
 AT1282|---------------------------------------------------------------------|
 AT1282| PID    Reference Object                     Distance      Geod. Az  |
 AT1282|                                                           dddmmss.s |
 AT1282| AT0960 MOZAM                               APPROX. 6.6 KM 0434117.8 |
 AT1282| AT0958 POINT MOZAMBIQUE LIGHT              APPROX. 6.3 KM 0502228.2 |
 AT1282| AT1283 STONE 2                              20.642 METERS 11452     |
 AT1282|---------------------------------------------------------------------|
 AT1282
 AT1282                          SUPERSEDED SURVEY CONTROL
 AT1282
 AT1282  NAD 83(1992)-  29 34 51.69309(N)    089 32 06.55091(W) AD(       ) 3
 AT1282  NAD 83(1986)-  29 34 51.70054(N)    089 32 06.55559(W) AD(       ) 3
 AT1282  NAD 27      -  29 34 50.94000(N)    089 32 06.34800(W) AD(       ) 3
 AT1282
 AT1282.Superseded values are not recommended for survey control.
 AT1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1282.See file dsdata.txt to determine how the superseded data were derived.
 AT1282
 AT1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5442875044(NAD 83)
 AT1282_MARKER: DS = TRIANGULATION STATION DISK
 AT1282_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1282_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1282
 AT1282  HISTORY     - Date     Condition        Report By
 AT1282  HISTORY     - 1934     MONUMENTED       CGS
 AT1282  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT1282  HISTORY     - 1955     GOOD             CGS
 AT1282
 AT1282                          STATION DESCRIPTION
 AT1282
 AT1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1282'ON THE NW SIDE
 AT1282'OF THE LARGEST OF
 AT1282'THE GROUP OF ISLANDS FORMING THE SOUTHERN BOUNDARY
 AT1282'OF THE ENTRANCE TO BLACK BAY, IN THE
 AT1282'FIRST BIGHT, AND 19 METERS
 AT1282'(62 FEET) FROM THE SHORE IN HARD MARSH GROUND.  THESE
 AT1282'ISLANDS ARE
 AT1282'2.5 MILES N OF THE SPANISH IRON BANKS.  THE STATION IS MARKED BY
 AT1282'A STANDARD BRONZE
 AT1282'DISK SET IN CONCRETE AT THE TOP OF A TILE.  REFERENCE
 AT1282'MARK NO. 1 IS A STANDARD BRONZE
 AT1282'REFERENCE DISK SET IN CONCRETE, IS IN
 AT1282'HARD MARSH GROUND 13.73 METERS (45.0 FEET) 108 DEG (MAGNETIC)
 AT1282'THE STATION.
 AT1282'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE
 AT1282'DISK SET IN CONCRETE, AS
 AT1282'IS IN HARD MARSH
 AT1282'GROUND 16.21 METERS (53.2 FEET) 30 DEG (MAGNETIC)
 AT1282'FROM THE STATION.
 AT1282'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 19.11 METERS
 AT1282'(62.7 FEET)
 AT1282
 AT1282                          STATION RECOVERY (1952)
 AT1282
 AT1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1282'STATION RECOVERED.  A THOROUGH
 AT1282'SEARCH AT POINTS
 AT1282'INDICATED BY BEARING AND DISTANCE FROM STATION
 AT1282'TO EACH REFERENCE MARK FAILED TO
 AT1282'DISCLOSE ANY TRACE OF EITHER.
 AT1282'
 AT1282'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT STATION IS NOW ONLY
 AT1282'5 FEET FROM
 AT1282'SHORELINE TO W.  A 6-FOOT STAND WITH BAMBOO POLE BANNER
 AT1282'IS IN PLACE OVER THE STATION.
 AT1282'SEE DESCRIPTION OF STONE 2, 1952.
 AT1282
 AT1282                          STATION RECOVERY (1955)
 AT1282
 AT1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT1282'STATION RECOVERED
 AT1282'AS DESCRIBED.  THE
 AT1282'STATION IS NOW 2 FT. OFFSHORE AND PROJECTS 2
 AT1282'FT. ABOVE THE WATER.  THE MARK IS
 AT1282'SOLID AND IN AN UPRIGHT POSITION.
 AT1282'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1283 ***********************************************************************
 AT1283  DESIGNATION -  STONE 2
 AT1283  PID         -  AT1283
 AT1283  STATE/COUNTY-  LA/PLAQUEMINES
 AT1283  USGS QUAD   -  BLACK BAY SOUTH (1992)
 AT1283
 AT1283                         *CURRENT SURVEY CONTROL
 AT1283  ___________________________________________________________________
 AT1283* NAD 83(1992)-  29 34 51.41092(N)    089 32 05.85510(W)     ADJUSTED  
 AT1283* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1283  **This station is located in a subsidence area (see below).
 AT1283  ___________________________________________________________________
 AT1283  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AT1283  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AT1283
 AT1283  HORZ ORDER  -  THIRD
 AT1283
 AT1283.The horizontal coordinates were established by classical geodetic methods
 AT1283.and adjusted by the National Geodetic Survey in May 1994..
 AT1283
 AT1283 ** The orthometric height has not been validated since last determined
 AT1283 ** by differential leveling and should not be used for control purposes.
 AT1283 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1283 ** area with valid NAVD 88 orthometric heights.
 AT1283 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1283 ** epoch indicated which incorporates improved geoid heights for the
 AT1283 ** Southern Louisiana Subsidence area.
 AT1283 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1283.The orthometric height was scaled from a topographic map.
 AT1283
 AT1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1283
 AT1283.The geoid height was determined by GEOID03.
 AT1283
 AT1283;                    North         East     Units Scale Factor Converg.
 AT1283;SPC LA S     -   121,185.132 1,174,227.311   MT  0.99995242   +0 53 57.2
 AT1283;SPC LA S     -   397,588.22  3,852,444.10   sFT  0.99995242   +0 53 57.2
 AT1283;UTM  16      - 3,275,035.070   254,446.974   MT  1.00034404   -1 15 07.3
 AT1283
 AT1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1283!SPC LA S     -   1.00000390  x   0.99995242  =   0.99995632
 AT1283!UTM  16      -   1.00000390  x   1.00034404  =   1.00034794
 AT1283
 AT1283|---------------------------------------------------------------------|
 AT1283| PID    Reference Object                     Distance      Geod. Az  |
 AT1283|                                                           dddmmss.s |
 AT1283| AT1290 STONE 2 1952 RM 1                    16.520 METERS 03857     |
 AT1283| AT1289 STONE 3 RM 3                         81.659 METERS 12747     |
 AT1283| AT1288 STONE 3                              85.917 METERS 13615     |
 AT1283| DD8116 STONE 2 RM 2                         18.042 METERS 15842     |
 AT1283| AT1284 BEL 2                               APPROX. 4.5 KM 2664156.0 |
 AT1283| AT1282 STONE 1934                           20.642 METERS 29452     |
 AT1283|---------------------------------------------------------------------|
 AT1283
 AT1283                          SUPERSEDED SURVEY CONTROL
 AT1283
 AT1283  NAD 83(1992)-  29 34 51.41114(N)    089 32 05.85506(W) AD(       ) 3
 AT1283  NAD 83(1986)-  29 34 51.41859(N)    089 32 05.85976(W) AD(       ) 3
 AT1283  NAD 27      -  29 34 50.65800(N)    089 32 05.65200(W) AD(       ) 3
 AT1283
 AT1283.Superseded values are not recommended for survey control.
 AT1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1283.See file dsdata.txt to determine how the superseded data were derived.
 AT1283
 AT1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5444775035(NAD 83)
 AT1283_MARKER: DS = TRIANGULATION STATION DISK
 AT1283_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1283_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1283
 AT1283  HISTORY     - Date     Condition        Report By
 AT1283  HISTORY     - 1952     MONUMENTED       CGS
 AT1283  HISTORY     - 1955     GOOD             CGS
 AT1283  HISTORY     - 1958     GOOD             CGS
 AT1283  HISTORY     - 1965     GOOD             CGS
 AT1283  HISTORY     - 1970     POOR             NGS
 AT1283
 AT1283                          STATION DESCRIPTION
 AT1283
 AT1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1283'LOCATED ON
 AT1283'STONE ISLAND, THE
 AT1283'MOST E OF A GROUP OF MARSH ISLANDS FORMING THE
 AT1283'S LIMITS OF BLACK BAY, APPROXIMATELY
 AT1283'3.5 NAUTICAL MILES SE OF
 AT1283'MOZAMBIQUE POINT, SE OF A POINT MAKING OUT TO THE NW
 AT1283'INTO BLACK
 AT1283'BAY, IN FIRM MARSH.  THE SHORELINE IS 75.0 FEET IN N 65 DEG 07 MIN W.
 AT1283'A BAND
 AT1283'OF RELATIVELY HIGH MANGROVE BUSHES GROW ALONG
 AT1283'THE BLACK BAY SHORELINE WHILE THE
 AT1283'REMAINDER OF THE ISLAND IS COVERED
 AT1283'BY SCATTERED, LOW MANGROVE BUSHES.
 AT1283'
 AT1283'STATION MARK IS A STANDARD DISK, STAMPED STONE 2 1952, SET
 AT1283'IN THE TOP OF A
 AT1283'CONCRETE-FILLED 6-INCH TERRA COTTA PIPE WHICH IN
 AT1283'TURN IS SET ON A 2 BY 4 BY 8 IN
 AT1283'SUNK IN THE MARSH.  STATION MARK PROJECTS
 AT1283'16 INCHES AND IS 4 FEET NE OF A WHITE WOODEN
 AT1283'WITNESS POST.
 AT1283'
 AT1283'R.M. 1 IS A STANDARD DISK, STAMPED STONE 2 NO 1 1952, SET
 AT1283'IN TOP OF A
 AT1283'CONCRETE-FILLED TERRA COTTA PIPE WHICH IN TURN IS SET
 AT1283'ON A 2 IN BY 4 IN BY 8 IN SUNK
 AT1283'INTO THE MARSH.  MONUMENT PROJECTS 12 INCHES.
 AT1283'
 AT1283'R.M. 2 IS A STANDARD DISK, STAMPED STONE 2 NO 2 1952, SET
 AT1283'IN TOP OF A
 AT1283'CONCRETE-FILLED TERRA COTTA PIPE WHICH IN TURN IS SET
 AT1283'ON A 2 IN BY 4 IN BY 8 IN SUNK
 AT1283'INTO THE MARSH.  MONUMENT PROJECTS 14 INCHES.
 AT1283
 AT1283                          STATION RECOVERY (1955)
 AT1283
 AT1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JAW)
 AT1283'STATION AND REFERENCE MARKS
 AT1283'RECOVERED AS
 AT1283'DESCRIBED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AT1283'IS ADEQUATE.
 AT1283
 AT1283                          STATION RECOVERY (1958)
 AT1283
 AT1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FMB)
 AT1283'MONUMENT AND REFERENCE MARKERS FOUND IN GOOD CONDITION.  ORIGINAL
 AT1283'DESCRIPTION ADEQUATE.  STATION
 AT1283'PRESENTLY OCCUPIED WITH 7 FOOT WOOD SURVEY TOWER AND BEARS S 09 DEG
 AT1283'04 MIN W - 246 FEET FROM THE MOST
 AT1283'EASTERLY POINT OF SMALL COVE ON NORTH SIDE OF THE MOST EASTERLY
 AT1283'OF TWO ISLANDS, WHICH COMPRISE STONE ISLAND.
 AT1283'
 AT1283'ORIGINAL STONE MONUMENT (1934) FOUND LYING ON BAY BOTTOM IN ABOUT 2
 AT1283'FEET OF WATER, 20 FEET
 AT1283'NORTHWEST OF PRESENT SHORE LINE, AND N 64 DEG 15-1/2 MIN W - 70.0 FEET
 AT1283'FROM STONE 2.  THE ABOVE BEARINGS ARE LAMBERT GRID.
 AT1283
 AT1283                          STATION RECOVERY (1965)
 AT1283
 AT1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1283'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AT THE
 AT1283'EXTREME NORTHWEST
 AT1283'TIP OF STONE ISLAND AND JUST WEST OF DULBY SLIP.
 AT1283'IT IS 130 FEET NORTH OF A SLIP FOR
 AT1283'BARGE, 16 FEET EAST OF HIGH WATER
 AT1283'LINE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 AT1283'THE REFERENCE MARKS
 AT1283'WERE NOT FOUND.  THERE IS A GREAT DEAL OF SPOIL JUST SOUTH OF THE
 AT1283'STATION.
 AT1283
 AT1283                          STATION RECOVERY (1970)
 AT1283
 AT1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1283'THE STATION WAS VISITED 3/24/70 AND THE STATION MARK AND REFERENCE
 AT1283'MARK NO. 1 WERE FOUND IN FAIR CONDITION.  THE STATION MARK WAS IN 1
 AT1283'FOOT OF WATER AND SLIGHTLY LOOSE AND REFERENCE MARK 1 WAS AT THE
 AT1283'WATERS EDGE.  BOTH MARKS WILL SOON BE LOST DUE TO EROSION OF THE
 AT1283'SHORE OR COVERED BY A FILL PLANNED BY THE GULF OIL COMPANY WHO
 AT1283'OCCUPY THE ISLAND.  A NEW STATION, STONE 3 WAS ESTABLISHED 85.925
 AT1283'METERS, (281.90 FT) SOUTHEAST OF STONE 2.  FOR ADDITIONAL
 AT1283'INFORMATION SEE DESCRIPTION THEREOF.
 AT1283'
 AT1283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MI. NE OF PORT
 AT1283'SULPHUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1288 ***********************************************************************
 AT1288  DESIGNATION -  STONE 3
 AT1288  PID         -  AT1288
 AT1288  STATE/COUNTY-  LA/PLAQUEMINES
 AT1288  USGS QUAD   -  BLACK BAY SOUTH (1992)
 AT1288
 AT1288                         *CURRENT SURVEY CONTROL
 AT1288  ___________________________________________________________________
 AT1288* NAD 83(1992)-  29 34 49.39511(N)    089 32 03.64776(W)     ADJUSTED  
 AT1288* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1288  **This station is located in a subsidence area (see below).
 AT1288  ___________________________________________________________________
 AT1288  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AT1288  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AT1288
 AT1288  HORZ ORDER  -  THIRD
 AT1288
 AT1288.The horizontal coordinates were established by classical geodetic methods
 AT1288.and adjusted by the National Geodetic Survey in May 1994..
 AT1288.No horizontal observational check was made to the station.
 AT1288
 AT1288 ** The orthometric height has not been validated since last determined
 AT1288 ** by differential leveling and should not be used for control purposes.
 AT1288 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1288 ** area with valid NAVD 88 orthometric heights.
 AT1288 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1288 ** epoch indicated which incorporates improved geoid heights for the
 AT1288 ** Southern Louisiana Subsidence area.
 AT1288 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1288.The orthometric height was scaled from a topographic map.
 AT1288
 AT1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1288
 AT1288.The geoid height was determined by GEOID03.
 AT1288
 AT1288;                    North         East     Units Scale Factor Converg.
 AT1288;SPC LA S     -   121,124.008 1,174,287.683   MT  0.99995249   +0 53 58.3
 AT1288;SPC LA S     -   397,387.68  3,852,642.17   sFT  0.99995249   +0 53 58.3
 AT1288;UTM  16      - 3,274,971.698   254,505.031   MT  1.00034369   -1 15 06.1
 AT1288
 AT1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1288!SPC LA S     -   1.00000390  x   0.99995249  =   0.99995639
 AT1288!UTM  16      -   1.00000390  x   1.00034369  =   1.00034759
 AT1288
 AT1288|---------------------------------------------------------------------|
 AT1288| PID    Reference Object                     Distance      Geod. Az  |
 AT1288|                                                           dddmmss.s |
 AT1288| AT1289 STONE 3 RM 3                         13.088 METERS 02305     |
 AT1288| DD8117 STONE 3 RM 4                         17.186 METERS 12129     |
 AT1288| AT1284 BEL 2                               APPROX. 4.6 KM 2673109.5 |
 AT1288| AT1283 STONE 2                              85.917 METERS 31615     |
 AT1288| AT1290 STONE 2 1952 RM 1                    89.529 METERS 32648     |
 AT1288|---------------------------------------------------------------------|
 AT1288
 AT1288                          SUPERSEDED SURVEY CONTROL
 AT1288
 AT1288  NAD 83(1992)-  29 34 49.39533(N)    089 32 03.64772(W) AD(       ) 3
 AT1288  NAD 83(1986)-  29 34 49.40273(N)    089 32 03.65241(W) AD(       ) 3
 AT1288  NAD 27      -  29 34 48.64216(N)    089 32 03.44466(W) AD(       ) 3
 AT1288
 AT1288.Superseded values are not recommended for survey control.
 AT1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1288.See file dsdata.txt to determine how the superseded data were derived.
 AT1288
 AT1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5450574972(NAD 83)
 AT1288_MARKER: DS = TRIANGULATION STATION DISK
 AT1288_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1288+WITH SETTING: INFORMATION.
 AT1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1288
 AT1288  HISTORY     - Date     Condition        Report By
 AT1288  HISTORY     - 1970     MONUMENTED       NGS
 AT1288
 AT1288                          STATION DESCRIPTION
 AT1288
 AT1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AT1288'THE STATION IS LOCATED ON THE NORTH SIDE OF STONE ISLAND, THE MOST
 AT1288'EASTERLY ISLAND OF A GROUP OF ISLANDS FORMING THE SOUTH LIMITS OF
 AT1288'BLACK BAY, ABOUT 14 MILES NORTH-NORTHEAST OF EMPIRE, 12 MILES
 AT1288'NORTHEAST OF PORT SULPHUR AND 3-3/4 MILES SOUTHWEST OF MOZAMBIQUE
 AT1288'POINT.  STONE ISLAND IS OCCUPIED BY THE GULF OIL COMPANY AND THEY
 AT1288'HAVE A SMALL MICOWAVE TOWER, DOCKS, AND CONSIDERABLE STORAGE ON
 AT1288'THE ISLAND.  THE STATION MARK IS 112 FEET SOUTH OF THE NORTH SHORE
 AT1288'OF THE ISLAND, 85 FEET SOUTH-SOUTHWEST OF THE PROJECTED PLANE OF
 AT1288'THE SOUTHERLY SIDE OF A CONCRETE HELIPORT, 115 FEET
 AT1288'NORTH-NORTHEAST OF NORTHERLY EDGE OF A BURNING PIT, 139 FEET
 AT1288'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HELIPORT, 1 FOOT SOUTH OF
 AT1288'A METAL WITNESS POST AND SET IN THE MARSH.  IT IS A C AND GS
 AT1288'TRIANGULATION STATION DISK, STAMPED STONE 3 1970, CRIMPED TO THE
 AT1288'TOP OF A COPPER COATED STEEL ROD THAT IS DRIVEN 22 FEET INTO THE
 AT1288'MARSH AND PROJECTS 18 INCHES.  IT IS PROTECTED BY A 4 FOOT
 AT1288'SECTION OF ORANGEBURG PIPE THAT ALSO PROJECTS 18 INCHES.
 AT1288'
 AT1288'REFERENCE MARK NO. 3 IS 42.94 FEET NORTH-NORTHEAST OF THE STATION.
 AT1288'IT IS 70 FEET SOUTH OF THE NORTH SHORE OF THE ISLAND, 99 FEET
 AT1288'EAST-SOUTHEAST OF THE PROJECTED PLANE OF THE EASTERLY EDGE OF THE
 AT1288'HELIPORT, 43 FEET SOUTH-SOUTHWEST OF THE PROJECTED PLANE OF THE
 AT1288'SOUTHERLY EDGE OF THE HELIPORT, 109 FEET EAST-SOUTHEAST OF THE
 AT1288'SOUTHEASTERLY CORNER OF THE HELIPORT AND SET IN THE MARSH.  IT
 AT1288'IS A C AND GS REFERENCE MARK DISK, STAMPED STONE 3 NO 3 1970,
 AT1288'CRIMPED TO THE TOP OF A COPPER COATED STEEL ROD DRIVEN 22 FEET
 AT1288'INTO THE MARSH AND PROJECTING 18 INCHES.  IT IS PROTECTED BY A 4
 AT1288'FOOT SECTION OF ORANGEBURG PIPE THAT ALSO PROJECTS 18 INCHES.
 AT1288'
 AT1288'REFERENCE MARK NO. 4 IS 56.40 FEET EAST-SOUTHEAST OF THE STATION.
 AT1288'IT IS 79 FEET SOUTH-SOUTHWEST OF PROJECTED PLANE OF SOUTHERLY EDGE
 AT1288'OF THE HELIPORT, 183 FEET SOUTHEAST OF THE SOUTHEASTERLY CORNER
 AT1288'OF THE HELIPORT, 150 FEET SOUTH OF THE NORTH SHORE OF THE ISLAND
 AT1288'AND SET IN THE MARSH.  IT IS A C AND GS REFERENCE MARK DISK,
 AT1288'STAMPED STONE 3 NO 4 1970, CRIMPED TO THE TOP OF A COPPER
 AT1288'COATED STEEL ROD DRIVEN 22 FEET INTO THE MARSH AND PROJECTING 18
 AT1288'INCHES.  IT IS PROTECTED BY A 4 FOOT SECTION OF ORANGEBURG
 AT1288'PIPE THAT ALSO PROJECTS 18 INCHES.
 AT1288'
 AT1288'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 AT1288'
 AT1288'THE STATION CAN ONLY BE REACHED BY BOAT OR AIRCRAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1285 ***********************************************************************
 AT1285  DESIGNATION -  STONE ISLAND MICROWAVE TOWER
 AT1285  PID         -  AT1285
 AT1285  STATE/COUNTY-  LA/PLAQUEMINES
 AT1285  USGS QUAD   -  BLACK BAY SOUTH (1992)
 AT1285
 AT1285                         *CURRENT SURVEY CONTROL
 AT1285  ___________________________________________________________________
 AT1285* NAD 83(1992)-  29 34 42.75100(N)    089 32 14.24228(W)     ADJUSTED  
 AT1285* NAVD 88     -                                                        
 AT1285  **This station is located in a subsidence area (see below).
 AT1285  ___________________________________________________________________
 AT1285  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AT1285  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AT1285
 AT1285  HORZ ORDER  -  THIRD
 AT1285
 AT1285.The horizontal coordinates were established by classical geodetic methods
 AT1285.and adjusted by the National Geodetic Survey in May 1994..
 AT1285
 AT1285 ** The orthometric height has not been validated since last determined
 AT1285 ** by differential leveling and should not be used for control purposes.
 AT1285 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1285 ** area with valid NAVD 88 orthometric heights.
 AT1285 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1285 ** epoch indicated which incorporates improved geoid heights for the
 AT1285 ** Southern Louisiana Subsidence area.
 AT1285 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1285
 AT1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1285
 AT1285.The geoid height was determined by GEOID03.
 AT1285
 AT1285;                    North         East     Units Scale Factor Converg.
 AT1285;SPC LA S     -   120,914.995 1,174,005.799   MT  0.99995273   +0 53 53.0
 AT1285;SPC LA S     -   396,701.95  3,851,717.36   sFT  0.99995273   +0 53 53.0
 AT1285;UTM  16      - 3,274,773.336   254,215.387   MT  1.00034545   -1 15 11.1
 AT1285
 AT1285                          SUPERSEDED SURVEY CONTROL
 AT1285
 AT1285  NAD 83(1992)-  29 34 42.75105(N)    089 32 14.24229(W) AD(       ) 4
 AT1285  NAD 83(1986)-  29 34 42.75857(N)    089 32 14.24703(W) AD(       ) 4
 AT1285  NAD 27      -  29 34 41.99498(N)    089 32 14.04040(W) AD(       ) 3
 AT1285
 AT1285.Superseded values are not recommended for survey control.
 AT1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1285.See file dsdata.txt to determine how the superseded data were derived.
 AT1285
 AT1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5421574773(NAD 83)
 AT1285_MARKER: 45 = MICROWAVE TOWER
 AT1285
 AT1285  HISTORY     - Date     Condition        Report By
 AT1285  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1285
 AT1285                          STATION DESCRIPTION
 AT1285
 AT1285'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2950 ***********************************************************************
 CP2950  DESIGNATION -  STONEWALL
 CP2950  PID         -  CP2950
 CP2950  STATE/COUNTY-  LA/TENSAS
 CP2950  USGS QUAD   -  SARANAC (1994)
 CP2950
 CP2950                         *CURRENT SURVEY CONTROL
 CP2950  ___________________________________________________________________
 CP2950* NAD 83(1992)-  32 06 00.66797(N)    091 18 08.20783(W)     ADJUSTED  
 CP2950* NAVD 88     -        22.5    (meters)      74.     (feet)  VERTCON   
 CP2950  ___________________________________________________________________
 CP2950  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CP2950  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2950
 CP2950  HORZ ORDER  -  FIRST
 CP2950
 CP2950.The horizontal coordinates were established by classical geodetic methods
 CP2950.and adjusted by the National Geodetic Survey in May 1994..
 CP2950
 CP2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2950
 CP2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2950
 CP2950.The geoid height was determined by GEOID03.
 CP2950
 CP2950;                    North         East     Units Scale Factor Converg.
 CP2950;SPC LA N     -   178,045.530 1,113,041.725   MT  0.99991979   +0 37 59.6
 CP2950;SPC LA N     -   584,137.71  3,651,704.39   sFT  0.99991979   +0 37 59.6
 CP2950;UTM  15      - 3,552,802.018   660,194.402   MT  0.99991648   +0 54 08.5
 CP2950
 CP2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2950!SPC LA N     -   1.00000060  x   0.99991979  =   0.99992039
 CP2950!UTM  15      -   1.00000060  x   0.99991648  =   0.99991708
 CP2950
 CP2950|---------------------------------------------------------------------|
 CP2950| PID    Reference Object                     Distance      Geod. Az  |
 CP2950|                                                           dddmmss.s |
 CP2950| CY5622 STONEWALL RM 1                       33.092 METERS 07359     |
 CP2950| CP2945 NEWELLTON MUNICIPAL TANK            APPROX. 6.3 KM 1185621.1 |
 CP2950| CP2946 NEWELLTON ELEVATOR TANK             APPROX. 6.1 KM 1215125.8 |
 CP2950| CY5621 STONEWALL AZ MK                                    1321607.2 |
 CP2950| CY5623 STONEWALL RM 2                       42.657 METERS 19212     |
 CP2950|---------------------------------------------------------------------|
 CP2950
 CP2950                          SUPERSEDED SURVEY CONTROL
 CP2950
 CP2950  NAD 83(1992)-  32 06 00.67499(N)    091 18 08.20688(W) AD(       ) 1
 CP2950  NAD 83(1986)-  32 06 00.67900(N)    091 18 08.20518(W) AD(       ) 1
 CP2950  NAD 27      -  32 06 00.12455(N)    091 18 07.79399(W) AD(       ) 1
 CP2950  NGVD 29 (07/19/86)   22.5    (m)           74.     (f) VERT ANG       
 CP2950
 CP2950.Superseded values are not recommended for survey control.
 CP2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2950.See file dsdata.txt to determine how the superseded data were derived.
 CP2950
 CP2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6019452802(NAD 83)
 CP2950_MARKER: DS = TRIANGULATION STATION DISK
 CP2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2950
 CP2950  HISTORY     - Date     Condition        Report By
 CP2950  HISTORY     - 1971     MONUMENTED       NGS
 CP2950
 CP2950                          STATION DESCRIPTION
 CP2950
 CP2950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2950'ALL MARKS MEASURED WITH A 300 FOOT TAPE PULLING 6 KG. TENSION.
 CP2950'
 CP2950'THE STATION IS ABOUT 22 MILES SOUTHWEST OF TALLULAH, 13
 CP2950'MILES NORTHWEST OF ST. JOSEPH, 4 MILES NORTHWEST OF NEWELLTON,
 CP2950'IN THE NORTHWEST 1/4 SECTION 24, T 13 N, R 11 E, AND ON LAND
 CP2950'OWNED BY MR. VERSIE SEGERS, ROUTE 1, BOX 229, NEWELLTON,
 CP2950'LOUISIANA.
 CP2950'
 CP2950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 CP2950'STATE HIGHWAY 4, 1.0 MILE WEST OF NEWELLTON, GO WEST ON STATE
 CP2950'HIGHWAY 4 FOR 0.85 MILE TO THE JUNCTION OF STATE HIGHWAY
 CP2950'575.  TURN RIGHT AND GO NORTH-NORTHWEST AND NORTH ON STATE
 CP2950'HIGHWAY 575 FOR 2.8 MILES TO THE AZIMUTH MARK ON THE
 CP2950'LEFT.  CONTINUE NORTH ON STATE HIGHWAY 575 FOR 0.3 MILE TO A
 CP2950'GRAVELED CROSSROAD AND THE NORTH END OF A SMALL LAKE.  TURN
 CP2950'LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE
 CP2950'STATION ON THE LEFT.
 CP2950'
 CP2950'STATION MARKS ARE STANDARD DISKS STAMPED STONEWALL 1971.  THE
 CP2950'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2950'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET
 CP2950'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 54 FEET EAST OF THE
 CP2950'NORTHEAST CORNER OF A METAL BUILDING, 29 FEET SOUTH OF A FENCE
 CP2950'CORNER AND 1.5 FEET WEST OF A FENCE.  THE UNDERGROUND MARK IS
 CP2950'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CP2950'THE GROUND SURFACE.
 CP2950'
 CP2950'REFERENCE MARK 1, A STANDARD DISK STAMPED STONEWALL NO 1 1971,
 CP2950'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2950'IS FLUSH WITH THE GROUND SURFACE.  IT IS 111 FEET EAST OF A FENCE
 CP2950'CORNER, 20 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 1
 CP2950'FOOT NORTH OF A FENCE.
 CP2950'
 CP2950'REFERENCE MARK 2, A STANDARD DISK STAMPED STONEWALL NO 2 1971,
 CP2950'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2950'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET
 CP2950'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE METAL BUILDING,
 CP2950'79 FEET EAST OF A FENCE CORNER, 36 FEET WEST OF A FENCE CORNER,
 CP2950'10 FEET WEST OF THE CENTER OF A WIRE GATE AND 1 FOOT NORTH OF A
 CP2950'FENCE.
 CP2950'
 CP2950'THE AZIMUTH MARK, A STANDARD DISK STAMPED STONEWALL 1971, IS
 CP2950'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2950'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET EAST
 CP2950'OF A SMALL BUILDING BY AN AIRPLANE HANGER, 60 FEET WEST OF THE
 CP2950'CENTERLINE OF STATE HIGHWAY 575, 3 FEET WEST OF A METAL WITNESS
 CP2950'POST AND 1.5 FEET WEST-NORTHWEST OF A POWERLINE POLE.
 CP2950'
 CP2950'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3217 ***********************************************************************
 CQ3217  DESIGNATION -  STONEWALL
 CQ3217  PID         -  CQ3217
 CQ3217  STATE/COUNTY-  LA/DE SOTO
 CQ3217  USGS QUAD   -  STONEWALL (1992)
 CQ3217
 CQ3217                         *CURRENT SURVEY CONTROL
 CQ3217  ___________________________________________________________________
 CQ3217* NAD 83(1992)-  32 18 10.22678(N)    093 47 03.75118(W)     ADJUSTED  
 CQ3217* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 CQ3217  ___________________________________________________________________
 CQ3217  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CQ3217  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3217
 CQ3217  HORZ ORDER  -  FIRST
 CQ3217
 CQ3217.The horizontal coordinates were established by classical geodetic methods
 CQ3217.and adjusted by the National Geodetic Survey in February 1996..
 CQ3217
 CQ3217.The orthometric height was scaled from a topographic map.
 CQ3217
 CQ3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3217
 CQ3217.The geoid height was determined by GEOID03.
 CQ3217
 CQ3217;                    North         East     Units Scale Factor Converg.
 CQ3217;SPC LA N     -   200,608.489   879,046.365   MT  0.99993725   -0 40 44.6
 CQ3217;SPC LA N     -   658,163.02  2,884,004.62   sFT  0.99993725   -0 40 44.6
 CQ3217;UTM  15      - 3,574,274.240   426,155.114   MT  0.99966724   -0 25 09.1
 CQ3217
 CQ3217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3217!SPC LA N     -   0.99999026  x   0.99993725  =   0.99992751
 CQ3217!UTM  15      -   0.99999026  x   0.99966724  =   0.99965750
 CQ3217
 CQ3217|---------------------------------------------------------------------|
 CQ3217| PID    Reference Object                     Distance      Geod. Az  |
 CQ3217|                                                           dddmmss.s |
 CQ3217| CX6330 STONEWALL RM 2                                     01535     |
 CQ3217| CQ1742 SHREVEPORT S BASE                   APPROX. 5.9 KM 2900913.8 |
 CQ3217| CX6329 STONEWALL RM 1                       76.871 METERS 30216     |
 CQ3217|---------------------------------------------------------------------|
 CQ3217
 CQ3217                          SUPERSEDED SURVEY CONTROL
 CQ3217
 CQ3217  NAD 83(1992)-  32 18 10.22741(N)    093 47 03.75030(W) AD(       ) 1
 CQ3217  NAD 83(1986)-  32 18 10.23746(N)    093 47 03.74089(W) AD(       ) 1
 CQ3217  NAD 27      -  32 18 09.67000(N)    093 47 03.09500(W) AD(       ) 1
 CQ3217
 CQ3217.Superseded values are not recommended for survey control.
 CQ3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3217.See file dsdata.txt to determine how the superseded data were derived.
 CQ3217
 CQ3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2615574274(NAD 83)
 CQ3217_MARKER: DS = TRIANGULATION STATION DISK
 CQ3217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3217
 CQ3217  HISTORY     - Date     Condition        Report By
 CQ3217  HISTORY     - 1930     MONUMENTED       CGS
 CQ3217  HISTORY     - 1935     GOOD             LAGS
 CQ3217  HISTORY     - 1937     GOOD             LAGS
 CQ3217  HISTORY     - 1961     MARK NOT FOUND   AMS
 CQ3217  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ3217  HISTORY     - 19960907 MARK NOT FOUND   USPSQD
 CQ3217
 CQ3217                          STATION DESCRIPTION
 CQ3217
 CQ3217'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3217'ABOUT 14 MILES, AIR LINE, S OF SHREVEPORT, 2-1/2 MILES NE
 CQ3217'OF STONEWALL, AND 3-1/2 MILES SE OF KEITHVILLE, ON THE W
 CQ3217'END OF A SANDY, CULTIVATED HILL, ON LAND BELONGING TO C.O.
 CQ3217'MC MULLIN, 80 METERS (262 FEET) E OF ROAD AT TOP OF HILL.
 CQ3217'
 CQ3217'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3217'DISKS SET IN CONCRETE.
 CQ3217'
 CQ3217'REFERENCE MARK NO. 1 IS ALONGSIDE W EDGE OF FIELD, 4 METERS
 CQ3217'(13 FEET) SE OF WAGON ROAD WHERE IT DESCENDS TO NE THROUGH A
 CQ3217'SMALL CUT, AND 252.2 FEET FROM STATION N 57 DEG 44 MIN W.
 CQ3217'
 CQ3217'REFERENCE MARK NO. 2 IS ALONGSIDE N EDGE OF FIELD, ABOUT 6
 CQ3217'METERS (20 FEET) SE OF THREE SMALL PINES IN CENTER OF CLUMP
 CQ3217'OF BRUSH, AND APPROXIMATELY 287-1/2 FEET FROM STATION
 CQ3217'N 15 DEG 35 MIN W.
 CQ3217'
 CQ3217'TO REACH FROM STONEWALL GO E ON GRAVEL ROAD 1.6 MILES TO
 CQ3217'FORK THENCE N 1/2 MILE, E 1/8 MILE, N 1/2 MILE, AND E 1/4
 CQ3217'MILE TO GATE TO MC MULLINS HOUSE ON N SIDE OF ROAD.  FROM
 CQ3217'GATE GO N PAST HOUSE AND FARM BUILDINGS AND FOLLOW FARM
 CQ3217'ROAD N TO TOP OF HILL AND ALONG W SIDE OF CULTIVATED FIELD ABOUT
 CQ3217'1/3 MILE.
 CQ3217
 CQ3217                          STATION RECOVERY (1935)
 CQ3217
 CQ3217'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3217'STATION RECOVERED AS DESCRIBED, ALL MARKS ARE IN GOOD CONDITION.
 CQ3217
 CQ3217                          STATION RECOVERY (1937)
 CQ3217
 CQ3217'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 CQ3217'HAVE VISITED THIS STATION AND FIND THAT THE OLD DESCRIPTION
 CQ3217'IS CORRECT.
 CQ3217
 CQ3217                          STATION RECOVERY (1961)
 CQ3217
 CQ3217'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 CQ3217'STATION WAS SEARCHED FOR BUT NOT FOUND.  AN ARMY NIKE SITE
 CQ3217'HAS BEEN BUILT IN AREA AND IT APPEARS THAT A BUILDING NOW
 CQ3217'STANDS ON THE STATION SITE.
 CQ3217
 CQ3217                          STATION RECOVERY (1969)
 CQ3217
 CQ3217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3217'STATION SITE WAS VISITED, STATION MARK COULD NOT BE FOUND AND IT IS
 CQ3217'BELIEVED THAT THE MARK WAS DESTROYED WHEN THE MISSILE SITE WAS
 CQ3217'CONSTRUCTED.  REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED, IT
 CQ3217'APPEARS THAT BOTH MARKS HAVE BEEN MOVED.  NO. 1 IS TILTED AND THE
 CQ3217'ARROW POINTING IN A DIFFERENT DIRECTION.  IT COULD NOT BE
 CQ3217'INTERSECTED AT THIS TIME.  NO. 2 WAS INTERSECTED FROM THE TOWER AT
 CQ3217'STONEWALL 2, BUT WILL NOT SEE FROM GROUND TO GROUND.  LITTLE
 CQ3217'INFORMATION WAS FURNISHED ON THIS STATION, IF THERE WAS AN
 CQ3217'AZIMUTH MARK IT WAS NOT FOUND.
 CQ3217
 CQ3217                          STATION RECOVERY (1996)
 CQ3217
 CQ3217'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3220 ***********************************************************************
 CQ3220  DESIGNATION -  STONEWALL 2
 CQ3220  PID         -  CQ3220
 CQ3220  STATE/COUNTY-  LA/DE SOTO
 CQ3220  USGS QUAD   -  STONEWALL (1992)
 CQ3220
 CQ3220                         *CURRENT SURVEY CONTROL
 CQ3220  ___________________________________________________________________
 CQ3220* NAD 83(1992)-  32 18 09.90560(N)    093 47 06.08062(W)     ADJUSTED  
 CQ3220* NAVD 88     -        84.7    (meters)     278.     (feet)  VERTCON   
 CQ3220  ___________________________________________________________________
 CQ3220  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CQ3220  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ3220
 CQ3220  HORZ ORDER  -  SECOND
 CQ3220
 CQ3220.The horizontal coordinates were established by classical geodetic methods
 CQ3220.and adjusted by the National Geodetic Survey in February 1996..
 CQ3220
 CQ3220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3220
 CQ3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3220
 CQ3220.The geoid height was determined by GEOID03.
 CQ3220
 CQ3220;                    North         East     Units Scale Factor Converg.
 CQ3220;SPC LA N     -   200,599.319   878,985.314   MT  0.99993724   -0 40 45.8
 CQ3220;SPC LA N     -   658,132.93  2,883,804.32   sFT  0.99993724   -0 40 45.8
 CQ3220;UTM  15      - 3,574,264.796   426,094.122   MT  0.99966736   -0 25 10.3
 CQ3220
 CQ3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3220!SPC LA N     -   0.99999076  x   0.99993724  =   0.99992800
 CQ3220!UTM  15      -   0.99999076  x   0.99966736  =   0.99965812
 CQ3220
 CQ3220|---------------------------------------------------------------------|
 CQ3220| PID    Reference Object                     Distance      Geod. Az  |
 CQ3220|                                                           dddmmss.s |
 CQ3220| CX6332 STONEWALL 2 RM 3                     38.475 METERS 00741     |
 CQ3220| CX6331 STONEWALL 2 AZ MK                                  0175443.3 |
 CQ3220| CQ3149 SHREVEPORT R W NORTON JR TANK       APPROX.11.8 KM 0304350.7 |
 CQ3220| CX6333 STONEWALL 2 RM 4                     49.311 METERS 11047     |
 CQ3220| CX6330 STONEWALL RM 2                                     1195124.7 |
 CQ3220| CQ3207 SHREVEPORT N BASE RM 3              APPROX.11.4 KM 3554215.1 |
 CQ3220|---------------------------------------------------------------------|
 CQ3220
 CQ3220                          SUPERSEDED SURVEY CONTROL
 CQ3220
 CQ3220  NAD 83(1992)-  32 18 09.90595(N)    093 47 06.07964(W) AD(       ) 2
 CQ3220  NAD 83(1986)-  32 18 09.91666(N)    093 47 06.07143(W) AD(       ) 2
 CQ3220  NAD 27      -  32 18 09.34912(N)    093 47 05.42428(W) AD(       ) 2
 CQ3220  NGVD 29 (07/19/86)   84.8    (m)          278.     (f) VERT ANG       
 CQ3220
 CQ3220.Superseded values are not recommended for survey control.
 CQ3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3220.See file dsdata.txt to determine how the superseded data were derived.
 CQ3220
 CQ3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2609474265(NAD 83)
 CQ3220_MARKER: DS = TRIANGULATION STATION DISK
 CQ3220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3220
 CQ3220  HISTORY     - Date     Condition        Report By
 CQ3220  HISTORY     - 1969     MONUMENTED       CGS
 CQ3220  HISTORY     - 19960504 GOOD             USPSQD
 CQ3220
 CQ3220                          STATION DESCRIPTION
 CQ3220
 CQ3220'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3220'DISTANCE BETWEEN RM 3 AND RM 4 IS 226.63 FEET OR (69.077) METERS.
 CQ3220'
 CQ3220'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF
 CQ3220'SHREVEPORT, 8 MILES NORTHEAST OF KICKAPOO AND 3 MILES SOUTHEAST
 CQ3220'OF THE VILLAGE OF STONEWALL.  IT IS IN THE SE. 1/4 SEC. 10 T. 15
 CQ3220'N., R. 14 W., AT AN ABANDONED MISSILE SITE.  THAT IS AT PRESENT
 CQ3220'BEING USED BY THE LOUISIANA STATE UNIVERSITY MEDICAL CENTER.
 CQ3220'
 CQ3220'TO REACH THE STATION FROM THE POST OFFICE IN STONEWALL, GO EAST
 CQ3220'ON U.S. HIGHWAY 171 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND
 CQ3220'GO EASTERLY ON A SURFACED ROAD FOR 1.15 MILES TO A SIDEROAD LEFT,
 CQ3220'TURN LEFT AND GO NORTH, EAST AND NORTH FOLLOWING SURFACED ROAD
 CQ3220'FOR 1.85 MILES TO A SIDEROAD LEFT.  TURN LEFT AND FOLLOW SURFACED
 CQ3220'ROAD WESTERLY FOR 0.15 MILE TO A LOCKED GATE AT THE ABANDONED
 CQ3220'MISSILE SITE, PASS THRU GATE AND CONTINUE WEST ON PAVED STREET
 CQ3220'FOR 0.05 MILE TO THE STREETS END AND THE STATION ON THE
 CQ3220'LEFT.  AS DESCRIBED.
 CQ3220'
 CQ3220'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ACROSS
 CQ3220'GRASSED AREA, INSIDE OF CLOSED AREA FOR ABOUT 0.15 MILE TO THE
 CQ3220'EAST-WEST FENCELINE AND AZIMUTH MARK AS DESCRIBED.
 CQ3220'
 CQ3220'THE STATION IS 65.1 FEET NORTHEAST OF A TRIANGULAR SHAPED
 CQ3220'PLATFORM, 39.6 FEET EAST OF THE SOUTHEAST CORNER OF A CEMENT
 CQ3220'BLOCK BUILDING, 35 FEET SOUTH OF THE APPROXIMATE CENTER OF
 CQ3220'STREET AND 24.3 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 CQ3220'CEMENT BLOCK BUILDING.  THE STATION IS MARKED BY A STANDARD DISK
 CQ3220'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDRICAL MONUMENT, THAT
 CQ3220'PROJECTS 1 INCH ABOVE GROUND SURFACE.  THE UNDERGROUND DISK IS
 CQ3220'SET IN AN IRREGULAR MASS OF CONCRETE 40-INCHES BELOW THE
 CQ3220'SURFACE OF THE GROUND.  THE DISKS ARE STAMPED STONEWALL 2 1969.
 CQ3220'
 CQ3220'REFERENCE MARK NO. 2 IS 33.8 FEET WEST OF THE SOUTHWEST CORNER
 CQ3220'POST OF CEMETERY.  IT IS MARKED BY A STANDARD DISK, SET IN THE
 CQ3220'TOP OF A 14X14-INCH CONCRETE MONUMENT, THAT PROJECTS 6 INCHES
 CQ3220'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED STONEWALL
 CQ3220'NO 2 1930 RESET 1959.  THIS MARK WILL NOT SEE FROM GROUND TO
 CQ3220'GROUND.
 CQ3220'
 CQ3220'REFERENCE MARK NO. 3 IS 93 FEET NORTH OF THE CENTER OF STREET,
 CQ3220'38 FEET WEST-SOUTHWEST OF CORNER FENCE POST AND 10 FEET SOUTHWEST
 CQ3220'OF THE SOUTHEAST CORNER OF TIN BUILDING.  THE DISK IS SET IN
 CQ3220'DRILLHOLE IN THE MOST NORTHWESTERLY PART OF SIDEWALK THAT RUNS
 CQ3220'NORTH AND SOUTH.  THE DISK IS STAMPED STONEWALL 2 NO 3 1969.
 CQ3220'
 CQ3220'REFERENCE MARK NO. 4 IS 55 FEET EAST OF POWERLINE POLE, 39 FEET
 CQ3220'SOUTH OF THE CENTER OF STREET, 23.1 FEET NORTH OF CENTER OF
 CQ3220'DOORWAY AND NEAR THE END OF SIDEWALK.  THE DISK IS SET IN DRILLHOLE
 CQ3220'IN SIDEWALK.  THE DISK IS STAMPED STONEWALL 2 NO 4 1969.
 CQ3220'
 CQ3220'AZIMUTH MARK IS 129 FEET EAST OF FENCE CORNER, 66 FEET
 CQ3220'EAST-NORTHEAST OF A 14-INCH PINE TREE, 37.5 FEET NORTH-NORTHWEST
 CQ3220'OF A 16-INCH PINE TREE, 1.9 FEET WEST OF METAL WITNESS POST WITH
 CQ3220'SIGN ATTACHED AND 1.2 FEET SOUTH OF FENCELINE.  IT IS MARKED BY
 CQ3220'A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDRICAL
 CQ3220'MONUMENT, THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 CQ3220'GROUND.  THE DISK IS STAMPED STONEWALL 2 1969.
 CQ3220'
 CQ3220'HEIGHT OF LIGHT ABOVE STATION MARK 26.29 METERS.
 CQ3220
 CQ3220                          STATION RECOVERY (1996)
 CQ3220
 CQ3220'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3475 ***********************************************************************
 BJ3475  DESIGNATION -  STONY
 BJ3475  PID         -  BJ3475
 BJ3475  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3475  USGS QUAD   -  PRIDE (1980)
 BJ3475
 BJ3475                         *CURRENT SURVEY CONTROL
 BJ3475  ___________________________________________________________________
 BJ3475* NAD 83(1986)-  30 37 55.     (N)    090 56 22.     (W)     SCALED    
 BJ3475* NAVD 88     -        25.767  (meters)      84.54   (feet)  ADJUSTED  
 BJ3475  ___________________________________________________________________
 BJ3475  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3475  DYNAMIC HT  -          25.733 (meters)      84.43  (feet)  COMP
 BJ3475  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3475
 BJ3475  VERT ORDER  -  SECOND    CLASS I
 BJ3475
 BJ3475.The horizontal coordinates were scaled from a topographic map and have
 BJ3475.an estimated accuracy of +/- 6 seconds.
 BJ3475
 BJ3475.The orthometric height was determined by differential leveling
 BJ3475.and adjusted by the National Geodetic Survey in February 1994..
 BJ3475
 BJ3475.The geoid height was determined by GEOID03.
 BJ3475
 BJ3475.The dynamic height is computed by dividing the NAVD 88
 BJ3475.geopotential number by the normal gravity value computed on the
 BJ3475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3475.degrees latitude (g = 980.6199 gals.).
 BJ3475
 BJ3475.The modeled gravity was interpolated from observed gravity values.
 BJ3475
 BJ3475;                    North         East    Units  Estimated Accuracy
 BJ3475;SPC LA S     -   236,380.    1,037,760.      MT  (+/- 180 meters Scaled)
 BJ3475
 BJ3475                          SUPERSEDED SURVEY CONTROL
 BJ3475
 BJ3475.No superseded survey control is available for this station.
 BJ3475
 BJ3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP974906(NAD 83)
 BJ3475_MARKER: DS = TRIANGULATION STATION DISK
 BJ3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3475_SP_SET: CONCRETE POST
 BJ3475_STAMPING: STONY 1970
 BJ3475_MARK LOGO: NGS   
 BJ3475_PROJECTION: PROJECTING 3 CENTIMETERS
 BJ3475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3475+STABILITY: SURFACE MOTION
 BJ3475
 BJ3475  HISTORY     - Date     Condition        Report By
 BJ3475  HISTORY     - 1970     MONUMENTED       NGS
 BJ3475  HISTORY     - 1983     GOOD             LADTD
 BJ3475
 BJ3475                          STATION DESCRIPTION
 BJ3475
 BJ3475'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3475'10.6 KM (6.6 MI) SE FROM PRIDE.
 BJ3475'ABOUT 5.3 KM (3.3 MILES) SOUTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3475'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND STONEY POINT BURCH
 BJ3475'ROAD, THENCE LEFT ON STONEY POINT BURCH ROAD FOR 4.8 KM (3 MILES) TO
 BJ3475'THE JUNCTION OF STONEY POINT BURCH ROAD AND STATE HIGHWAY 37, THENCE
 BJ3475'RIGHT ON HIGHWAY 37 FOR 0.5 KM (0.3 MILES) TO THE STATION ON THE
 BJ3475'RIGHT, 34 METERS (111.5 FEET) SOUTH-SOUTHWEST OF A BARBED WIRE FENCE,
 BJ3475'29.3 METERS (96 FEET) NORTHEAST OF THE CENTER A DRIVE LEADING TO A
 BJ3475'LARGE BRICK HOUSE, 16.5 METERS (54 FEET) EAST-NORTHEAST OF A 24-INCH
 BJ3475'OAK TREE, 12.3 METERS (40.5 FEET) WEST-NORTHWEST OF THE CENTER OF
 BJ3475'HIGHWAY 37 AND 7 METERS (23 FEET) SOUTH-SOUTHEAST OF AN 18-INCH OAK
 BJ3475'TREE.
 BJ3475'THE MARK IS 7.01 METERS  SSE FROM  A OAK TREE
 BJ3475'THE MARK IS 0.30 M BELOW STATE HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4651 ***********************************************************************
 BJ4651  DESIGNATION -  STONY
 BJ4651  PID         -  BJ4651
 BJ4651  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4651  USGS QUAD   -  PRIDE (1980)
 BJ4651
 BJ4651                         *CURRENT SURVEY CONTROL
 BJ4651  ___________________________________________________________________
 BJ4651* NAD 83(1992)-  30 37 54.90155(N)    090 56 22.02859(W)     ADJUSTED  
 BJ4651* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 BJ4651  ___________________________________________________________________
 BJ4651  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BJ4651  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4651
 BJ4651  HORZ ORDER  -  FIRST
 BJ4651
 BJ4651.The horizontal coordinates were established by classical geodetic methods
 BJ4651.and adjusted by the National Geodetic Survey in January 1993..
 BJ4651
 BJ4651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4651
 BJ4651.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4651
 BJ4651.The geoid height was determined by GEOID03.
 BJ4651
 BJ4651;                    North         East     Units Scale Factor Converg.
 BJ4651;SPC LA S     -   236,380.451 1,037,760.428   MT  0.99998623   +0 11 49.0
 BJ4651;SPC LA S     -   775,524.86  3,404,719.00   sFT  0.99998623   +0 11 49.0
 BJ4651;UTM  15      - 3,390,620.113   697,484.502   MT  1.00008113   +1 03 00.8
 BJ4651
 BJ4651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4651!SPC LA S     -   1.00000023  x   0.99998623  =   0.99998646
 BJ4651!UTM  15      -   1.00000023  x   1.00008113  =   1.00008136
 BJ4651
 BJ4651|---------------------------------------------------------------------|
 BJ4651| PID    Reference Object                     Distance      Geod. Az  |
 BJ4651|                                                           dddmmss.s |
 BJ4651| BJ3474 STONY RM 1                           34.692 METERS 03530     |
 BJ4651| CW2357 STONY AZ MK                                        1983504.2 |
 BJ4651| BJ3476 STONY RM 2                           34.052 METERS 27533     |
 BJ4651|---------------------------------------------------------------------|
 BJ4651
 BJ4651                          SUPERSEDED SURVEY CONTROL
 BJ4651
 BJ4651  NAD 83(1986)-  30 37 54.91878(N)    090 56 22.02567(W) AD(       ) 1
 BJ4651  NAD 27      -  30 37 54.24976(N)    090 56 21.66009(W) AD(       ) 1
 BJ4651  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 BJ4651
 BJ4651.Superseded values are not recommended for survey control.
 BJ4651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4651.See file dsdata.txt to determine how the superseded data were derived.
 BJ4651
 BJ4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9748590620(NAD 83)
 BJ4651_MARKER: DS = TRIANGULATION STATION DISK
 BJ4651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4651
 BJ4651  HISTORY     - Date     Condition        Report By
 BJ4651  HISTORY     - 1970     MONUMENTED       NGS
 BJ4651
 BJ4651                          STATION DESCRIPTION
 BJ4651
 BJ4651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4651'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF GREENWELL SPRINGS,
 BJ4651'5 MILES SOUTHEAST OF PRIDE, 5 MILES NORTHWEST OF FRIENDSHIP, SECTION
 BJ4651'52, T5S, R3E AND ON LAND OWNED BY MRS. E.A. KENDRICK, MRS. RUSSELL
 BJ4651'EFFERSON, HER DAUGHTER, WAS CONTACTED AND GRANTED PERMISSION TO
 BJ4651'ESTABLISH THE STATION.  MRS. RUSSELL EFFERSON TELEPHONE NUMBER
 BJ4651'IS 927-4134.
 BJ4651'
 BJ4651'TO REACH THE STATION FROM THE POST OFFICE AT GREENWELL SPRINGS, GO
 BJ4651'NORTHERLY ON STATE HIGHWAYS 64 AND 37 FOR 1.55 MILES TO THE JUNCTION
 BJ4651'OF STATE HIGHWAY 64 AND WHERE STATE HIGHWAY 37 TURNS NORTHEASTERLY,
 BJ4651'CONTINUE NORTHEASTERLY ON STATE HIGHWAY 37 FOR 3.85 MILES TO THE
 BJ4651'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY ON STATE HIGHWAY 37
 BJ4651'FOR 0.25 MILE TO A DRIVEWAY AND THE STATION ON THE LEFT.
 BJ4651'
 BJ4651'THE STATION MARK IS A STANDARD DISK, STAMPED STONY 1970, SET IN THE
 BJ4651'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4651'THE GROUND SURFACE.  IT IS 41 FEET WEST-NORTHWEST OF THE CENTERLINE
 BJ4651'OF STATE HIGHWAY 37, 25 FEET NORTH OF A FENCE CORNER, 23.6 FEET
 BJ4651'SOUTH OF A 14-INCH OAK TREE AND 10 FEET WEST-NORTHWEST OF A FENCE
 BJ4651'AND METAL WITNESS POST.
 BJ4651'
 BJ4651'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STONY NO 1 1970, SET IN
 BJ4651'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4651'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET WEST-NORTHWEST OF
 BJ4651'THE CENTERLINE OF STATE HIGHWAY 37, 19 FEET NORTH-NORTHEAST OF A
 BJ4651'14-INCH OAK TREE AND IN AN OLD FENCE LINE.
 BJ4651'
 BJ4651'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STONY NO 2 1970, SET IN
 BJ4651'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4651'WITH THE GROUND SURFACE.  IT IS 47 FEET SOUTH-SOUTHWEST OF A TWIN
 BJ4651'TRUNK OAK TREE, 40 FEET NORTHEAST OF THE NORTHWEST CORNER OF A FRAME
 BJ4651'HOUSE AND 6 FEET NORTH-NORTHEAST OF A FENCE.
 BJ4651'
 BJ4651'AZIMUTH MARK IS A STANDARD DISK, STAMPED STONY 1970, SET IN THE TOP
 BJ4651'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1-INCH ABOVE
 BJ4651'THE GROUND SURFACE.  IT IS 22 FEET WEST-NORTHWEST OF THE CENTERLINE
 BJ4651'OF STATE HIGHWAY 37, 16.5 FEET NORTHEAST OF A 30-INCH PINE TREE,
 BJ4651'12 FEET WEST-SOUTHWEST OF THE CENTER OF A GATE AND 3.5 FEET EAST OF
 BJ4651'A METAL WITNESS POST.
 BJ4651'
 BJ4651'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3474 ***********************************************************************
 BJ3474  DESIGNATION -  STONY RM 1
 BJ3474  PID         -  BJ3474
 BJ3474  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3474  USGS QUAD   -  PRIDE (1980)
 BJ3474
 BJ3474                         *CURRENT SURVEY CONTROL
 BJ3474  ___________________________________________________________________
 BJ3474* NAD 83(1986)-  30 37 55.     (N)    090 56 22.     (W)     SCALED    
 BJ3474* NAVD 88     -        26.178  (meters)      85.89   (feet)  ADJUSTED  
 BJ3474  ___________________________________________________________________
 BJ3474  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3474  DYNAMIC HT  -          26.144 (meters)      85.77  (feet)  COMP
 BJ3474  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3474
 BJ3474  VERT ORDER  -  SECOND    CLASS I
 BJ3474
 BJ3474.The horizontal coordinates were scaled from a topographic map and have
 BJ3474.an estimated accuracy of +/- 6 seconds.
 BJ3474
 BJ3474.The orthometric height was determined by differential leveling
 BJ3474.and adjusted by the National Geodetic Survey in February 1994..
 BJ3474
 BJ3474.The geoid height was determined by GEOID03.
 BJ3474
 BJ3474.The dynamic height is computed by dividing the NAVD 88
 BJ3474.geopotential number by the normal gravity value computed on the
 BJ3474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3474.degrees latitude (g = 980.6199 gals.).
 BJ3474
 BJ3474.The modeled gravity was interpolated from observed gravity values.
 BJ3474
 BJ3474;                    North         East    Units  Estimated Accuracy
 BJ3474;SPC LA S     -   236,380.    1,037,760.      MT  (+/- 180 meters Scaled)
 BJ3474
 BJ3474                          SUPERSEDED SURVEY CONTROL
 BJ3474
 BJ3474.No superseded survey control is available for this station.
 BJ3474
 BJ3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP974906(NAD 83)
 BJ3474_MARKER: DR = REFERENCE MARK DISK
 BJ3474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3474_SP_SET: CONCRETE POST
 BJ3474_STAMPING: STONY NO 1 1970
 BJ3474_MARK LOGO: NGS   
 BJ3474_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ3474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3474+STABILITY: SURFACE MOTION
 BJ3474
 BJ3474  HISTORY     - Date     Condition        Report By
 BJ3474  HISTORY     - 1970     MONUMENTED       NGS
 BJ3474  HISTORY     - 1983     GOOD             LADTD
 BJ3474
 BJ3474                          STATION DESCRIPTION
 BJ3474
 BJ3474'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3474'10.6 KM (6.6 MI) SE FROM PRIDE.
 BJ3474'ABOUT 5.3 KM (3.3 MILES) SOUTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3474'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND STONEY POINT BURCH
 BJ3474'ROAD, THENCE LEFT ON STONEY POINT BURCH ROAD FOR 4.8 KM (3 MILES) TO
 BJ3474'THE JUNCTION OF STONEY POINT BURCH ROAD AND STATE HIGHWAY 37, THENCE
 BJ3474'RIGHT ON HIGHWAY 37 FOR 0.5 KM (0.3 MILES) TO THE MARK ON THE LEFT,
 BJ3474'17.2 METERS (56 FEET) EAST OF A 30-INCH OAK TREE, 9 METERS (29.5 FEET)
 BJ3474'WEST OF THE CENTER OF HIGHWAY 37, 5.5 METERS (18 FEET) EAST-SOUTHEAST
 BJ3474'OF A 14-INCH OAK TREE AND 1.1 METERS (3.5 FEET) SOUTH-SOUTHWEST OF A
 BJ3474'BARBED WIRE FENCE.
 BJ3474'THE MARK IS 0.76 METERS  W FROM A WITNESS POST.
 BJ3474'THE MARK IS 0.61 M ABOVE STATE HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3476 ***********************************************************************
 BJ3476  DESIGNATION -  STONY RM 2
 BJ3476  PID         -  BJ3476
 BJ3476  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3476  USGS QUAD   -  PRIDE (1980)
 BJ3476
 BJ3476                         *CURRENT SURVEY CONTROL
 BJ3476  ___________________________________________________________________
 BJ3476* NAD 83(1986)-  30 37 55.     (N)    090 56 22.     (W)     SCALED    
 BJ3476* NAVD 88     -        25.277  (meters)      82.93   (feet)  ADJUSTED  
 BJ3476  ___________________________________________________________________
 BJ3476  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3476  DYNAMIC HT  -          25.245 (meters)      82.82  (feet)  COMP
 BJ3476  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3476
 BJ3476  VERT ORDER  -  SECOND    CLASS I
 BJ3476
 BJ3476.The horizontal coordinates were scaled from a topographic map and have
 BJ3476.an estimated accuracy of +/- 6 seconds.
 BJ3476
 BJ3476.The orthometric height was determined by differential leveling
 BJ3476.and adjusted by the National Geodetic Survey in February 1994..
 BJ3476
 BJ3476.The geoid height was determined by GEOID03.
 BJ3476
 BJ3476.The dynamic height is computed by dividing the NAVD 88
 BJ3476.geopotential number by the normal gravity value computed on the
 BJ3476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3476.degrees latitude (g = 980.6199 gals.).
 BJ3476
 BJ3476.The modeled gravity was interpolated from observed gravity values.
 BJ3476
 BJ3476;                    North         East    Units  Estimated Accuracy
 BJ3476;SPC LA S     -   236,380.    1,037,760.      MT  (+/- 180 meters Scaled)
 BJ3476
 BJ3476                          SUPERSEDED SURVEY CONTROL
 BJ3476
 BJ3476.No superseded survey control is available for this station.
 BJ3476
 BJ3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP974906(NAD 83)
 BJ3476_MARKER: DR = REFERENCE MARK DISK
 BJ3476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3476_SP_SET: CONCRETE POST
 BJ3476_STAMPING: STONY NO 2 1970
 BJ3476_MARK LOGO: NGS   
 BJ3476_PROJECTION: FLUSH
 BJ3476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3476+STABILITY: SURFACE MOTION
 BJ3476
 BJ3476  HISTORY     - Date     Condition        Report By
 BJ3476  HISTORY     - 1970     MONUMENTED       NGS
 BJ3476  HISTORY     - 1983     GOOD             LADTD
 BJ3476
 BJ3476                          STATION DESCRIPTION
 BJ3476
 BJ3476'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3476'10.6 KM (6.6 MI) SE FROM PRIDE.
 BJ3476'ABOUT 5.3 KM (3.3 MILES) SOUTH ALONG STATE HIGHWAY 409 FROM THE POST
 BJ3476'OFFICE IN PRIDE TO THE JUNCTION OF HIGHWAY 409 AND STONEY POINT BURCH
 BJ3476'ROAD, THENCE LEFT ON STONEY POINT BURCH ROAD FOR 4.8 KM (3 MILES) TO
 BJ3476'THE JUNCTION OF STONEY POINT BURCH ROAD AND STATE HIGHWAY 37, THENCE
 BJ3476'RIGHT ON HIGHWAY 37 FOR 0.5 KM (0.3 MILES) TO THE STATION ON THE
 BJ3476'RIGHT, 43.3 METERS (142 FEET) WEST-NORTHWEST OF THE CENTER OF HIGHWAY
 BJ3476'37, 40.23 METERS (132 FEET) NORTHEAST OF THE NORTHEAST CORNER OF A
 BJ3476'WOOD FRAME HOUSE, 18 METERS (59.5 FEET) NORTHEAST OF THE CENTER OF A
 BJ3476'DRIVE TO A LARGE BRICK HOUSE, 8.8 METERS (29 FEET) NORTHWEST OF A PINE
 BJ3476'TREE AND 6.7 METERS (22 FEET) SOUTHEAST OF A 30-INCH LIVE OAK TREE.
 BJ3476'THE MARK IS 0.30 M BELOW STATE HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0852 ***********************************************************************
 BX0852  DESIGNATION -  STORE BOLT
 BX0852  PID         -  BX0852
 BX0852  STATE/COUNTY-  LA/AVOYELLES
 BX0852  USGS QUAD   -  EFFIE (1983)
 BX0852
 BX0852                         *CURRENT SURVEY CONTROL
 BX0852  ___________________________________________________________________
 BX0852* NAD 83(1986)-  31 09 18.     (N)    092 11 19.     (W)     SCALED    
 BX0852* NAVD 88     -        17.81   (+/-2cm)      58.4    (feet)  VERTCON   
 BX0852  ___________________________________________________________________
 BX0852  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX0852
 BX0852  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0852
 BX0852.The horizontal coordinates were scaled from a topographic map and have
 BX0852.an estimated accuracy of +/- 6 seconds.
 BX0852
 BX0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0852.The vertical order pertains to the NGVD 29 superseded value.
 BX0852
 BX0852.The geoid height was determined by GEOID03.
 BX0852
 BX0852;                    North         East    Units  Estimated Accuracy
 BX0852;SPC LA N     -    72,670.    1,029,690.      MT  (+/- 180 meters Scaled)
 BX0852
 BX0852                          SUPERSEDED SURVEY CONTROL
 BX0852
 BX0852  NGVD 29 (??/??/??)   17.780  (m)           58.33   (f) ADJUSTED    1 2
 BX0852
 BX0852.Superseded values are not recommended for survey control.
 BX0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0852.See file dsdata.txt to determine how the superseded data were derived.
 BX0852
 BX0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ773470(NAD 83)
 BX0852_MARKER: B = BOLT
 BX0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0852_SP_SET: SLAB
 BX0852_STAMPING: STORE 1930
 BX0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0852
 BX0852  HISTORY     - Date     Condition        Report By
 BX0852  HISTORY     - 1930     MONUMENTED       DOD
 BX0852  HISTORY     - 1966     GOOD             CGS
 BX0852
 BX0852                          STATION DESCRIPTION
 BX0852
 BX0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0852'5.55 MI NE FROM ECHO.
 BX0852'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0852'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED RFOAD, THECE 2.0 MILES
 BX0852'NORTH ALONG A GRAVELED ROAD WHICH PARALLELS THE EAST SIDE OF A LEVEE,
 BX0852'IN SECTION 8, T 2 N, R 3 E, ABOUT 0.3 MILE SOUTH OF A SHARP CURVE IN
 BX0852'THE ROAD AND THE LEVEE, ABOUT 0.1 MILE SOUTH OF A FARMHOUSE WITH 2
 BX0852'CEDAR TREES IN THE FRONT YARD, 107 FEET EAST OF THE CENTER LINE OF THE
 BX0852'ROAD, 132 FEET NORTHEAST OF A 25-INCH OAK TREE WHICH IS THE ONLY OAK
 BX0852'TREE AT THE SOUTHWEST CORNER OF A GROVE OF PECAN TREES, 131 1/2 FEET
 BX0852'NORTH OF A T-FENCE LINE, 73.0 FEET EAST OF A METAL WITNESS POST WHICH
 BX0852'IS IN THE EAST ROAD RIGHT-OF-WAY FENCE, ABOUT 2 1/2 FEET BELOW THE
 BX0852'LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BX0852'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BX0852'IRON PIPE BEARING A BRASS CAP AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0853 ***********************************************************************
 BX0853  DESIGNATION -  STORE CAP
 BX0853  PID         -  BX0853
 BX0853  STATE/COUNTY-  LA/AVOYELLES
 BX0853  USGS QUAD   -  EFFIE (1983)
 BX0853
 BX0853                         *CURRENT SURVEY CONTROL
 BX0853  ___________________________________________________________________
 BX0853* NAD 83(1986)-  31 09 19.     (N)    092 11 18.     (W)     SCALED    
 BX0853* NAVD 88     -        18.917  (meters)      62.06   (feet)  ADJUSTED  
 BX0853  ___________________________________________________________________
 BX0853  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BX0853  DYNAMIC HT  -          18.893 (meters)      61.98  (feet)  COMP
 BX0853  MODELED GRAV-     979,394.2   (mgal)                       NAVD 88
 BX0853
 BX0853  VERT ORDER  -  FIRST     CLASS I
 BX0853
 BX0853.The horizontal coordinates were scaled from a topographic map and have
 BX0853.an estimated accuracy of +/- 6 seconds.
 BX0853
 BX0853.The orthometric height was determined by differential leveling
 BX0853.and adjusted by the National Geodetic Survey in February 1994..
 BX0853
 BX0853.The geoid height was determined by GEOID03.
 BX0853
 BX0853.The dynamic height is computed by dividing the NAVD 88
 BX0853.geopotential number by the normal gravity value computed on the
 BX0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0853.degrees latitude (g = 980.6199 gals.).
 BX0853
 BX0853.The modeled gravity was interpolated from observed gravity values.
 BX0853
 BX0853;                    North         East    Units  Estimated Accuracy
 BX0853;SPC LA N     -    72,700.    1,029,720.      MT  (+/- 180 meters Scaled)
 BX0853
 BX0853                          SUPERSEDED SURVEY CONTROL
 BX0853
 BX0853  NAVD 88 (06/15/91)   18.922  (m)           62.08   (f) UNKNOWN     1 1
 BX0853  NGVD 29 (??/??/??)   18.887  (m)           61.97   (f) ADJUSTED    1 1
 BX0853
 BX0853.Superseded values are not recommended for survey control.
 BX0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0853.See file dsdata.txt to determine how the superseded data were derived.
 BX0853
 BX0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ773470(NAD 83)
 BX0853_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0853_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0853_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0853_STAMPING: STORE 1930
 BX0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0853
 BX0853  HISTORY     - Date     Condition        Report By
 BX0853  HISTORY     - 1930     MONUMENTED       DOD
 BX0853  HISTORY     - 1966     GOOD             CGS
 BX0853  HISTORY     - 1977     GOOD             NGS
 BX0853
 BX0853                          STATION DESCRIPTION
 BX0853
 BX0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0853'5.55 MI NE FROM ECHO.
 BX0853'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0853'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, THECE 2.0 MILES
 BX0853'NORTH ALONG A GRAVELED ROAD WHICH PARALLELS THE EAST SIDE OF A LEVEE,
 BX0853'IN SECTION 8, T 2 N, R 3 E, ABOUT 0.3 MILE SOUTH OF A SHARP CURVE IN
 BX0853'THE ROAD AND THE LEVEE, ABOUT 0.1 MILE SOUTH OF A FARMHOUSE WITH 2
 BX0853'CEDAR TREES IN THE FRONT YARD, 107 FEET EAST OF THE CENTER LINE OF THE
 BX0853'ROAD, 132 FEET NORTHEAST OF A 25-INCH OAK TREE WHICH IS THE ONLY OAK
 BX0853'TREE AT THE SOUTHWEST CORNER OF A GROVE OF PECAN TREES, 131 1/2 FEET
 BX0853'NORTH OF A T-FENCE LINE, 73.0 FEET EAST OF A METAL WITNESS POST WHICH
 BX0853'IS IN THE EAST ROAD RIGHT-OF-WAY FENCE, ABOUT 2 1/2 FEET BELOW THE
 BX0853'LEVEL OF THE ROAD, A 4-INCH IRON PIPE BEARING A BRASS CAP AND
 BX0853'PROJECTING 1 FOOT.
 BX0853
 BX0853                          STATION RECOVERY (1977)
 BX0853
 BX0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3077 ***********************************************************************
 AU3077  DESIGNATION -  STORM
 AU3077  PID         -  AU3077
 AU3077  STATE/COUNTY-  LA/TERREBONNE
 AU3077  USGS QUAD   -  GRAND BAYOU DU LARGE (1994)
 AU3077
 AU3077                         *CURRENT SURVEY CONTROL
 AU3077  ___________________________________________________________________
 AU3077* NAD 83(1992)-  29 14 18.06102(N)    090 57 38.60642(W)     ADJUSTED  
 AU3077* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3077  ___________________________________________________________________
 AU3077  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU3077  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AU3077
 AU3077  HORZ ORDER  -  SECOND
 AU3077
 AU3077.The horizontal coordinates were established by classical geodetic methods
 AU3077.and adjusted by the National Geodetic Survey in January 1993..
 AU3077
 AU3077.The orthometric height was scaled from a topographic map.
 AU3077
 AU3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3077
 AU3077.The geoid height was determined by GEOID03.
 AU3077
 AU3077;                    North         East     Units Scale Factor Converg.
 AU3077;SPC LA S     -    81,903.230 1,036,223.471   MT  1.00001362   +0 11 10.7
 AU3077;SPC LA S     -   268,710.85  3,399,676.50   sFT  1.00001362   +0 11 10.7
 AU3077;UTM  15      - 3,236,116.458   698,190.000   MT  1.00008471   +0 59 47.0
 AU3077
 AU3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3077!SPC LA S     -   1.00000386  x   1.00001362  =   1.00001748
 AU3077!UTM  15      -   1.00000386  x   1.00008471  =   1.00008857
 AU3077
 AU3077:                Primary Azimuth Mark                     Grid Az
 AU3077:SPC LA S     -  KING                                     306 00 17.0
 AU3077:UTM  15      -  KING                                     305 11 40.7
 AU3077
 AU3077|---------------------------------------------------------------------|
 AU3077| PID    Reference Object                     Distance      Geod. Az  |
 AU3077|                                                           dddmmss.s |
 AU3077| AU3088 KING                                APPROX. 4.3 KM 3061127.7 |
 AU3077| DD8118 STORM RM 1                           13.330 METERS 30623     |
 AU3077| DD8119 STORM RM 2                           25.420 METERS 30838     |
 AU3077|---------------------------------------------------------------------|
 AU3077
 AU3077                          SUPERSEDED SURVEY CONTROL
 AU3077
 AU3077  NAD 83(1986)-  29 14 18.08461(N)    090 57 38.61479(W) AD(       ) 2
 AU3077  NAD 27      -  29 14 17.29100(N)    090 57 38.26800(W) AD(       ) 2
 AU3077
 AU3077.Superseded values are not recommended for survey control.
 AU3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3077.See file dsdata.txt to determine how the superseded data were derived.
 AU3077
 AU3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9819036116(NAD 83)
 AU3077_MARKER: DS = TRIANGULATION STATION DISK
 AU3077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3077_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3077
 AU3077  HISTORY     - Date     Condition        Report By
 AU3077  HISTORY     - 1928     MONUMENTED       CGS
 AU3077  HISTORY     - 1952     GOOD             CGS
 AU3077  HISTORY     - 1965     GOOD             CGS
 AU3077  HISTORY     - 1973     MARK NOT FOUND   USGS
 AU3077
 AU3077                          STATION DESCRIPTION
 AU3077
 AU3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3077'STATION IS ABOUT 10 MILES E OF OYSTER BAYOU, ABOUT 2-1/2 MILES
 AU3077'SW OF GRAND PASS, ABOUT 1/2 MILE W OF THE HEAD OF BAYOU DELARGE,
 AU3077'AT THE EXTREME W END OF SISTERS LAKE, ABOUT 300 METERS (1,000
 AU3077'FEET) N OF A SMALL SLOUGH, IN A COVE, N 15 DEG E
 AU3077'FROM A PROMINENT TRAPPERS CAMP ON THE NECK OF LAND FORMING THE
 AU3077'E SHORE OF THE COVE, AND IN SOFT MARSH.
 AU3077'
 AU3077'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3077'SET IN CONCRETE IN THE CENTER OF THE TOP OF TILES.
 AU3077'
 AU3077'REFERENCE MARK NO. 1 IS 13.33 METERS (43.7 FEET) FROM THE
 AU3077'STATION N 53 DEG 37 MIN W.
 AU3077'
 AU3077'REFERENCE MARK NO. 2 IS 25.42 METERS (83.4 FEET) FROM THE
 AU3077'STATION N 51 DEG 22 MIN W.
 AU3077
 AU3077                          STATION RECOVERY (1952)
 AU3077
 AU3077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3077'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU3077'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3077'
 AU3077'STATION IS LOCATED NEAR THE W END OF CAILLOU LAKE, ON THE NW
 AU3077'SHORE, ABOUT 1050 FT. NE OF THE MOUTH OF A BAYOU AT THE POINT
 AU3077'WHERE THE SHORE TURNS TO THE S, ON A SMALL POINT, AND 3 FT.
 AU3077'N OF A 4- BY 4-IN. WOODEN WITNESS POST.  THE APPARENT SHORELINE AT
 AU3077'A SMALL COVE IS 19 FT. S 57 DEG E.  IT IS
 AU3077'A STANDARD DISK, STAMPED STORM 1928 AND SET IN THE TOP OF AN
 AU3077'8-IN. CONCRETE MONUMENT PROJECTING 6 IN. ABOVE THE GROUND.
 AU3077'
 AU3077'REFERENCE MARK 1 IS 13.33 M. (43.7 FT.) N 53 DEG 27 MIN W
 AU3077'FROM THE STATION.  IT IS
 AU3077'A STANDARD DISK, STAMPED STORM NO 1 1928 AND SET IN THE TOP OF AN
 AU3077'8-IN. CONCRETE MONUMENT PROJECTING 6 IN. ABOVE THE GROUND.
 AU3077'
 AU3077'REFERENCE MARK 2 IS 25.42 M. (834 FT.) N 51 DEG 22 MIN W
 AU3077'FROM THE STATION.  IT IS
 AU3077'A STANDARD DISK, STAMPED STORM NO 2 1928 AND SET IN THE TOP OF AN
 AU3077'8-IN. CONCRETE MONUMENT PROJECTING 8 IN. ABOVE THE GROUND.
 AU3077
 AU3077                          STATION RECOVERY (1965)
 AU3077
 AU3077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3077'THE STATION WAS RECOVERED OUT IN THE WATER ABOUT 25 FEET.
 AU3077'REFERENCE MARK 1 IS IN THE WATER ALSO.  REFERENCE MARK 2 IS ABOUT
 AU3077'25 FEET NORTH OF THE SHORE LINE.
 AU3077'
 AU3077'THE STATION SHOULD BE MOVED ABOUT 30 FEET NORTH OF THE SHORE
 AU3077'LINE, JUST NORTH OF A 1-1/4 INCH PIPE WITNESS POST, AND A ROD
 AU3077'MARK SET.
 AU3077'
 AU3077'THE STATION WAS REACHED BY FLOAT PLANE.
 AU3077
 AU3077                          STATION RECOVERY (1973)
 AU3077
 AU3077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DLH)
 AU3077'THE STATION MARK WAS NOT FOUND.  THE COAST LINE IS BADLY ERODED
 AU3077'IN THIS AREA AND THE STATION IS BELIEVED TO BE LOST.  R.M. 2 WAS
 AU3077'FOUND WAS FOUND APPROXIMATELY 15 FEET FROM THE SHORELINE OUT IN
 AU3077'THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2846 ***********************************************************************
 CQ2846  DESIGNATION -  STOVALL
 CQ2846  PID         -  CQ2846
 CQ2846  STATE/COUNTY-  LA/JACKSON
 CQ2846  USGS QUAD   -  WESTON (1994)
 CQ2846
 CQ2846                         *CURRENT SURVEY CONTROL
 CQ2846  ___________________________________________________________________
 CQ2846* NAD 83(1992)-  32 09 31.75081(N)    092 35 05.98387(W)     ADJUSTED  
 CQ2846* NAVD 88     -        91.74   (+/-2cm)     301.0    (feet)  VERTCON   
 CQ2846  ___________________________________________________________________
 CQ2846  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CQ2846  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ2846
 CQ2846  HORZ ORDER  -  FIRST
 CQ2846  VERT ORDER  -  THIRD ? (See Below)
 CQ2846
 CQ2846.The horizontal coordinates were established by classical geodetic methods
 CQ2846.and adjusted by the National Geodetic Survey in January 1993..
 CQ2846
 CQ2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2846.The vertical order pertains to the NGVD 29 superseded value.
 CQ2846
 CQ2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2846
 CQ2846.The geoid height was determined by GEOID03.
 CQ2846
 CQ2846;                    North         East     Units Scale Factor Converg.
 CQ2846;SPC LA N     -   183,925.370   991,982.995   MT  0.99992356   -0 02 41.8
 CQ2846;SPC LA N     -   603,428.48  3,254,530.88   sFT  0.99992356   -0 02 41.8
 CQ2846;UTM  15      - 3,558,115.310   539,131.821   MT  0.99961888   +0 13 15.2
 CQ2846
 CQ2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2846!SPC LA N     -   0.99998961  x   0.99992356  =   0.99991317
 CQ2846!UTM  15      -   0.99998961  x   0.99961888  =   0.99960849
 CQ2846
 CQ2846|---------------------------------------------------------------------|
 CQ2846| PID    Reference Object                     Distance      Geod. Az  |
 CQ2846|                                                           dddmmss.s |
 CQ2846| CY5627 STOVALL RM 1                         96.481 METERS 04230     |
 CQ2846| CY5628 STOVALL RM 2                         41.224 METERS 09657     |
 CQ2846| CQ2847 HUDSON                              APPROX.12.6 KM 1775423.5 |
 CQ2846| CQ2854 DODSON                              APPROX.11.2 KM 2221231.6 |
 CQ2846| CQ2862 JONESBORO MUN WATER TANK            APPROX.14.4 KM 3054015.4 |
 CQ2846| CQ2831 HODGE SO PAPER AND BAG STACK        APPROX.18.7 KM 3140559.3 |
 CQ2846| CY5629 STOVALL RM 3                         35.838 METERS 32227     |
 CQ2846|---------------------------------------------------------------------|
 CQ2846
 CQ2846                          SUPERSEDED SURVEY CONTROL
 CQ2846
 CQ2846  NAD 83(1986)-  32 09 31.76479(N)    092 35 05.97431(W) AD(       ) 1
 CQ2846  NAD 27      -  32 09 31.19701(N)    092 35 05.43826(W) AD(       ) 1
 CQ2846  NGVD 29 (07/19/86)   91.78   (m)          301.1    (f) LEVELING    3  
 CQ2846
 CQ2846.Superseded values are not recommended for survey control.
 CQ2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2846.See file dsdata.txt to determine how the superseded data were derived.
 CQ2846
 CQ2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3913258115(NAD 83)
 CQ2846_MARKER: DS = TRIANGULATION STATION DISK
 CQ2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2846
 CQ2846  HISTORY     - Date     Condition        Report By
 CQ2846  HISTORY     - 1934     MONUMENTED       CGS
 CQ2846  HISTORY     - 1971     GOOD             NGS
 CQ2846
 CQ2846                          STATION DESCRIPTION
 CQ2846
 CQ2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 CQ2846'STATION IS ABOUT 10 MILES SE OF JONESBORO, IN NW 1/4 SEC.
 CQ2846'33, T 14 N, R 2 W, OWNER OF LAND UNKNOWN.  STATION MARK IS
 CQ2846'SET 34 FEET S OF ROAD LEADING TO STATION, 19.5 FEET SE OF
 CQ2846'15-INCH PINE TREE WITH TRIANGULAR BLAZE, 19 FEET S OF UNMARKED
 CQ2846'10-INCH PINE TREE.
 CQ2846'
 CQ2846'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ2846'BRONZE DISKS SET IN CONCRETE.
 CQ2846'
 CQ2846'REFERENCE MARK NO. 1 IS 317 FEET (MEASURED ALONG SLOPE) N
 CQ2846'OF STATION, 90 FEET NW OF ROAD LEADING PAST STATION, 25
 CQ2846'FEET N OF 8-INCH PINE TREE, 10 FEET N OF BLACK-JACK OAK
 CQ2846'TREE.
 CQ2846'
 CQ2846'REFERENCE MARK NO. 2 IS 41.232 METERS (135.27 FEET) E OF
 CQ2846'STATION OVER CREST OF KNOLL IN OPEN SPACE, 14.5 FEET ENE
 CQ2846'OF 15-INCH PINE TREE, 11 FEET SSE OF 10-INCH PINE TREE (UNMARKED).
 CQ2846'
 CQ2846'REFERENCE MARK NO. 3 IS 35.812 METERS (117.50 FEET) NW OF
 CQ2846'STATION 25 FEET N OF WOODS ROAD 18 FEET NE OF 12-INCH PINE
 CQ2846'TREE.
 CQ2846'
 CQ2846'REACHED FROM JONESBORO BY STATE HIGHWAY 13 E ACROSS RAILROAD
 CQ2846'TRACKS TO OLD WINNFIELD ROAD LEADING S ON E SIDE OF RAILROAD.
 CQ2846'FOLLOW MACADAM ROAD S 0.5 MILE AND TURN LEFT ON STATE HIGHWAY
 CQ2846'165, OPPOSITE SAWMILL.  FOLLOW STATE HIGHWAY 165 SE 9 MILES
 CQ2846'TO DIRT CROSSROADS WHICH IS 0.2 MILE SE OF WALKER SCHOOL.
 CQ2846'TURN RIGHT ON DIRT ROAD AND GO S 1.8 MILES TO DIM WOODS
 CQ2846'ROAD BEARING LEFT AT TRIANGULAR BLAZE ON 12-INCH PINE TREE,
 CQ2846'FOLLOW DIM ROAD 0.3 MILE TO STATION ON RIGHT SIDE OF ROAD.
 CQ2846'
 CQ2846'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CQ2846
 CQ2846                          STATION RECOVERY (1971)
 CQ2846
 CQ2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2846'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 CQ2846'
 CQ2846'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND
 CQ2846'FOUND TO BE IN GOOD CONDITION, WITH THE EXCEPTIONS.  THE DISTANCE
 CQ2846'TO REFERENCE MARK 1 WAS CONFIRMED TO BE 0.140 METER SHORTER,
 CQ2846'REFERENCE MARK 2 WAS 0.008 METER SHORTER AND REFERENCE MARK 3 WAS
 CQ2846'0.026 METER LONGER.  A NEW DESCRIPTION FOLLOWS.
 CQ2846'
 CQ2846'THE STATION IS LOCATED ABOUT 8-3/4 MILES SOUTHEAST OF JONESBORO,
 CQ2846'7-3/4 MILES NORTHWEST OF SIKES, 7 MILES NORTHEAST OF DODSON IN THE
 CQ2846'NORTHWEST 1/4 OF SECTION 33, T 14 N, R 2 W AND ON THE PROPERTY OF
 CQ2846'THE TREMONT LUMBER CO., JOYCE, LOUISIANA, IN CARE OF
 CQ2846'MR. R. L. HUNTER.
 CQ2846'
 CQ2846'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE IN
 CQ2846'JONESBORO, GO EAST ON U.S. HIGHWAY 167 FOR 0.1 MILE TO WHERE
 CQ2846'U.S. HIGHWAY 167 TURNS TO THE SOUTH.  CONTINUE AHEAD EAST ON STATE
 CQ2846'HIGHWAY 147 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY
 CQ2846'4.  TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 147 FOR 1.6
 CQ2846'MILES TO A PAVED ROAD RIGHT AND THE JONESBORO LOOKOUT TOWER ON
 CQ2846'THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 147 FOR 3.75
 CQ2846'MILES TO THE JUNCTION OF STATE HIGHWAY 505.  CONTINUE
 CQ2846'SOUTHEAST ON STATE HIGHWAY 147 FOR 4.7 MILES A DIRT CROSSROAD IN
 CQ2846'SMALL SETTLEMENT OF WALKER.  TURN RIGHT AND GO SOUTHERLY
 CQ2846'ON DIRT ROAD FOR 1.25 MILES TO A FORK.  KEEP RIGHT FORK AND GO
 CQ2846'SOUTHERLY ON DIRT ROAD FOR 0.7 MILE TO A DIM WOODS ROAD LEFT.
 CQ2846'TURN LEFT AND GO SOUTHEAST ON DIM WOODS ROAD FOR 0.25 MILE TO
 CQ2846'THE STATION AS DESCRIBED.
 CQ2846'
 CQ2846'THE STATION MARKS ARE STANDARD DISKS STAMPED STOVALL 1934.  THE
 CQ2846'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2846'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ2846'48 FEET NORTH OF AN 11-INCH PINE TREE, 33 FEET SOUTH OF THE TRACK
 CQ2846'ROAD AND 31 FEET WEST OF A 10-INCH PINE TREE.  THE UNDERGROUND
 CQ2846'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CQ2846'BELOW THE GROUND SURFACE.
 CQ2846'
 CQ2846'REFERENCE MARK 1, A STANDARD DISK STAMPED STOVALL NO 1 1934, IS
 CQ2846'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2846'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET
 CQ2846'NORTHWEST OF A 14-INCH PINE TREE AND 2 FEET NORTHEAST OF A METAL
 CQ2846'WITNESS POST WITH SIGN.
 CQ2846'
 CQ2846'REFERENCE MARK 2, A STANDARD DISK STAMPED STOVALL NO 2 1934, IS
 CQ2846'SET IN THE TOP OF A 12-ICNH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2846'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET EAST OF
 CQ2846'A 14-INCH PINE TREE AND 1 FOOT EAST OF A METAL WITNESS POST WITH
 CQ2846'SIGN.
 CQ2846'
 CQ2846'REFERENCE MARK 3, A STANDARD DISK STAMPED STOVAL NO 3 1934, IS
 CQ2846'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2846'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET
 CQ2846'NORTHWEST OF A TRACK ROAD AND 8 FEET NORTHWEST OF A 10-INCH PINE
 CQ2846'TREE.
 CQ2846'
 CQ2846'HEIGHT OF LIGHT ABOVE STATION MARK 101.0 FEET.
 CQ2846'
 CQ2846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2846'7 MILES NORTHEAST OF DODSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3014 ***********************************************************************
 BK3014  DESIGNATION -  STRACNER
 BK3014  PID         -  BK3014
 BK3014  STATE/COUNTY-  LA/BEAUREGARD
 BK3014  USGS QUAD   -  BONESET CREEK (1994)
 BK3014
 BK3014                         *CURRENT SURVEY CONTROL
 BK3014  ___________________________________________________________________
 BK3014* NAD 83(1992)-  30 51 03.00912(N)    093 08 43.16433(W)     ADJUSTED  
 BK3014* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 BK3014  ___________________________________________________________________
 BK3014  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK3014  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BK3014
 BK3014  HORZ ORDER  -  FIRST
 BK3014
 BK3014.The horizontal coordinates were established by classical geodetic methods
 BK3014.and adjusted by the National Geodetic Survey in January 1993..
 BK3014
 BK3014.The orthometric height was scaled from a topographic map.
 BK3014
 BK3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3014
 BK3014.The geoid height was determined by GEOID03.
 BK3014
 BK3014;                    North         East     Units Scale Factor Converg.
 BK3014;SPC LA S     -   261,956.611   826,679.501   MT  1.00003556   -0 54 21.7
 BK3014;SPC LA S     -   859,435.98  2,712,197.66   sFT  1.00003556   -0 54 21.7
 BK3014;SPC LA N     -    39,084.635   938,268.157   MT  1.00008660   -0 20 28.3
 BK3014;SPC LA N     -   128,230.17  3,078,301.45   sFT  1.00008660   -0 20 28.3
 BK3014;UTM  15      - 3,413,080.029   486,104.990   MT  0.99960238   -0 04 28.3
 BK3014
 BK3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3014!SPC LA S     -   0.99999451  x   1.00003556  =   1.00003007
 BK3014!SPC LA N     -   0.99999451  x   1.00008660  =   1.00008111
 BK3014!UTM  15      -   0.99999451  x   0.99960238  =   0.99959689
 BK3014
 BK3014:                Primary Azimuth Mark                     Grid Az
 BK3014:SPC LA S     -  WHISKEY CHITTO LOOKOUT TOWER             018 47 07.9
 BK3014:SPC LA N     -  WHISKEY CHITTO LOOKOUT TOWER             018 13 14.5
 BK3014:UTM  15      -  WHISKEY CHITTO LOOKOUT TOWER             017 57 14.5
 BK3014
 BK3014|---------------------------------------------------------------------|
 BK3014| PID    Reference Object                     Distance      Geod. Az  |
 BK3014|                                                           dddmmss.s |
 BK3014| BK3010 WHISKEY CHITTO LOOKOUT TOWER        APPROX.16.9 KM 0175246.2 |
 BK3014| CV8439 STRACNER RM 1                        45.196 METERS 08659     |
 BK3014| CV8440 STRACNER RM 2                        30.636 METERS 15704     |
 BK3014| BK3063 DE RIDDER LONG BELL LUMBER TK       APPROX.13.4 KM 2653136.2 |
 BK3014| BK3064 DE RIDDER PARISH CTHSE DOME         APPROX.13.6 KM 2675339.2 |
 BK3014| CV8438 STRACNER AZ MK                                     3071014.1 |
 BK3014|---------------------------------------------------------------------|
 BK3014
 BK3014                          SUPERSEDED SURVEY CONTROL
 BK3014
 BK3014  NAD 83(1986)-  30 51 03.02930(N)    093 08 43.15755(W) AD(       ) 1
 BK3014  NAD 27      -  30 51 02.33200(N)    093 08 42.58796(W) AD(       ) 1
 BK3014
 BK3014.Superseded values are not recommended for survey control.
 BK3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3014.See file dsdata.txt to determine how the superseded data were derived.
 BK3014
 BK3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8610513080(NAD 83)
 BK3014_MARKER: DS = TRIANGULATION STATION DISK
 BK3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3014
 BK3014  HISTORY     - Date     Condition        Report By
 BK3014  HISTORY     - 1935     MONUMENTED       CGS
 BK3014  HISTORY     - 1936     GOOD             TSI
 BK3014  HISTORY     - 1936     GOOD             WPA
 BK3014  HISTORY     - 1941     GOOD             CGS
 BK3014  HISTORY     - 1943     GOOD             USE
 BK3014  HISTORY     - 1954     SEE DESCRIPTION  USGS
 BK3014
 BK3014                          STATION DESCRIPTION
 BK3014
 BK3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3014'STATION IS ABOUT 8 MILES ENE OF DE RIDDER, ABOUT 8 MILES
 BK3014'W OF SUGARTOWN, IN SECTION 36, T 2 S, R 8 W, ON FARM OWNED
 BK3014'BY B.K. STRACNER OF DE RIDDER AND OCCUPIED BY A. GILL, IN A
 BK3014'LARGE SHEEP PEN THAT IS JUST E OF THE HOUSE, 121 FEET E OF
 BK3014'THE NE CORNER OF THE HOUSE, 86 FEET N OF THE N SIDE OF THE SHEEP
 BK3014'BARN, 72 FEET E OF THE FENCE THAT SEPARATES THE SHEEP PEN
 BK3014'ON E FROM YARD ON W, 24 FEET S OF THE N PEN FENCE, 43 FEET
 BK3014'E OF A 24-INCH OAK TREE THAT STANDS NEAR NW CORNER OF THE
 BK3014'PEN.  THE MARK IS FLUSH WITH THE SURFACE.
 BK3014'
 BK3014'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK3014'BRONZE DISKS SET IN CONCRETE.
 BK3014'
 BK3014'REFERENCE MARK NO. 1 IS E OF THE STATION, AT N SIDE OF THE
 BK3014'SHEEP PEN, 1 FOOT S OF ITS N FENCE, 51 FEET W OF THE NE CORNER
 BK3014'POST OF THE PEN.  IT IS FLUSH WITH THE SURFACE.
 BK3014'
 BK3014'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 1 FOOT N OF THE
 BK3014'WIRE FENCE THAT SEPARATES THE LARGE PEN ON N FROM A SMALL
 BK3014'PEN ON S, 14 FEET W OF THE NE CORNER POST OF THE SMALLER
 BK3014'PEN, 46 FEET E OF THE NE CORNER OF THE BARN, 148.11 FEET SW
 BK3014'OF REFERENCE MARK NO. 1.  IT IS FLUSH WITH THE SURFACE.
 BK3014'
 BK3014'AZIMUTH MARK IS NW OF STATION, 35 FEET E OF CENTER LINE OF
 BK3014'N-S GRADED DIRT ROAD, ABOUT 40 FEET SE OF E END OF A WOODEN
 BK3014'CULVERT, 19 FEET NNE OF A 24-INCH STUMP THAT PROJECTS ABOUT
 BK3014'2 FEET.  IT PROJECTS 2 INCHES.
 BK3014'
 BK3014'TO REACH FROM THE RAILROAD CROSSING IN DE RIDDER, GO E AND S ON
 BK3014'U.S. HIGHWAY 171, 3.5 MILES TO JUNCTION WITH STATE HIGHWAY
 BK3014'52, THENCE E ON STATE HIGHWAY 52, 5.8 MILES TO A ROAD GOING
 BK3014'N TO LONGACRE, THENCE N ON GRADED DIRT ROAD 3.2 MILES TO A FARM
 BK3014'ROAD LEADING ENE ACROSS FIELD.  FOLLOW LANE ENE 0.3 MILE TO MR.
 BK3014'GILLS HOUSE AND STATION.
 BK3014'
 BK3014'THE FOLLOWING 126-FOOT SIGNALS COME INTO VIEW AT THE FOLLOWING
 BK3014'HEIGHTS--MARTIN, 30 FEET.  CARSON, 35 FEET.  DE RIDDER MAGNETIC,
 BK3014'30 FEET.  LUDINGTON, 30 FEET.  SUGARTOWN, 20 FEET.  BUNDICK, 20
 BK3014'FEET.
 BK3014'
 BK3014'HEIGHT OF LIGHT ABOVE STATION MARK - 126 FEET.
 BK3014
 BK3014                          STATION RECOVERY (1936)
 BK3014
 BK3014'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1936
 BK3014'STATION RECOVERED AND DESCRIPTION ADEQUATE.
 BK3014
 BK3014                          STATION RECOVERY (1936)
 BK3014
 BK3014'RECOVERY NOTE BY WORKS PROGRESS ADMINISTRATION 1936
 BK3014'RECOVERED AS DESCRIBED.
 BK3014
 BK3014                          STATION RECOVERY (1941)
 BK3014
 BK3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3014'STATION RECOVERED AS DESCRIBED.  NEW DESCRIPTION FOLLOWS--
 BK3014'
 BK3014'STATION IS ABOUT 8 MILES ENE OF DE RIDDER, IN SECTION 36,
 BK3014'T 2 S, R 8 W, ON LAND OWNED BY B.K. STRACNER AND OCCUPIED
 BK3014'BY JOHN TYLER BRISTER.  IT IS 121 FEET E OF THE NE CORNER
 BK3014'OF THE HOUSE, 43 FEET E OF A 24-INCH OAK TREE ANN 27 FEET S OF
 BK3014'A WHITE REFERENCE POST.
 BK3014'
 BK3014'STATION MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3014'IS STAMPED STRACNER 1935 AND IS SET
 BK3014'FLUSH WITH THE GROUND.
 BK3014'
 BK3014'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3014'IS 51 FEET W OF THE NE CORNER OF A
 BK3014'SHEEP PEN, AND 1 FOOT S OF A FENCE.  IT IS STAMPED STRACNER
 BK3014'NO. 1 1935 AND IS SET FLUSH WITH THE GROUND.
 BK3014'
 BK3014'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3014'IS 46 FEET E OF THE NE CORNER OF
 BK3014'THE BARN, 14 FEET W OF THE NE CORNER OF A SMALL PEN AND 1 FOOT
 BK3014'N OF A FENCE.  IT IS STAMPED STRACNER NO. 2 1935 AND IS SET
 BK3014'FLUSH WITH THE GROUND.
 BK3014'
 BK3014'THE AZIMUTH MARK IS ABOUT 70 YARDS N OF A HOUSE, 35 FEET
 BK3014'E OF THE CENTER OF A DIRT ROAD AND 9 FEET E OF A WHITE REFERENCE
 BK3014'POST.  THE MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3014'IS STAMPED STRACNER 1935 AND PROJECTS
 BK3014'ABOUT 2 INCHES.
 BK3014'
 BK3014'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BK3014'AND STATE HIGHWAY 22, ABOUT 2 MILES SE OF DE RIDDER, GO
 BK3014'E ON STATE HIGHWAY 22 FOR 1.8 MILES TO A FORK, TAKE THE RIGHT
 BK3014'FORK AND GO 4.8 MILES TO A DIRT SIDE ROAD RIGHT, (FROM THIS
 BK3014'POINT GO RIGHT ON DIRT ROAD 0.5 MILE TO THE AZIMUTH MARK ON
 BK3014'THE LEFT) CONTINUE E 0.25 MILE TO A DIRT ROAD RIGHT, TURN RIGHT
 BK3014'AND GO 0.8 MILE TO A FARM LANE LEFT, TURN LEFT AND GO 0.1
 BK3014'MILE TO STRACNERS FARM AND THE STATION.
 BK3014'
 BK3014'OBSERVATIONS TAKEN FROM A 90-FOOT STEEL TOWER.
 BK3014'
 BK3014'A 103-FOOT SIGNAL AT MARTIN IS VISIBLE AT 64 FEET.
 BK3014'
 BK3014'A 90-FOOT SIGNAL AT LUDINGTON IS VISIBLE AT 64 FEET.
 BK3014'
 BK3014'A 90-FOOT SIGNAL AT NEAME IS VISIBLE AT 70 FEET.
 BK3014'
 BK3014'A 77-FOOT SIGNAL AT DRAKE IS VISIBLE AT 64 FEET.
 BK3014'
 BK3014'A 90-FOOT SIGNAL AT CARSON IS VISIBLE AT 80 FEET.
 BK3014
 BK3014                          STATION RECOVERY (1943)
 BK3014
 BK3014'RECOVERY NOTE BY US ENGINEERS 1943
 BK3014'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BK3014'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK3014
 BK3014                          STATION RECOVERY (1954)
 BK3014
 BK3014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BK3014'DELETE--OCCUPIED BY JOHN TYLER BRISTER.  IT IS 121 FEET E
 BK3014'OF THE NE CORNER OF THE HOUSE, 43 FEET E OF A 24-INCH OAK TREE
 BK3014'AND 27 FEET S OF WHITE REFERENCE POST.
 BK3014'
 BK3014'ADD--HOUSE HAS BEEN DESTROYED.  IT IS 96 FEET ENE OF 20 INCH
 BK3014'MAGNOLIA.  80 FEET NNE OF 18 INCH SYCAMORE.  20 FEET S OF
 BK3014'EW FENCE.  AND 43 FEET E OF 36 INCH OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1382 ***********************************************************************
 AT1382  DESIGNATION -  STREAK
 AT1382  PID         -  AT1382
 AT1382  STATE/COUNTY-  LA/ST BERNARD
 AT1382  USGS QUAD   -  CHALMETTE (1994)
 AT1382
 AT1382                         *CURRENT SURVEY CONTROL
 AT1382  ___________________________________________________________________
 AT1382* NAD 83(1992)-  29 58 18.87445(N)    089 56 43.06923(W)     ADJUSTED  
 AT1382* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AT1382  **This station is located in a subsidence area (see below).
 AT1382  ___________________________________________________________________
 AT1382  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1382  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AT1382  DYNAMIC HT  -           0.3   (meters)       1.    (feet)  COMP
 AT1382  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 AT1382
 AT1382  HORZ ORDER  -  SECOND
 AT1382  VERT ORDER  -  FIRST     CLASS II (See Below)
 AT1382
 AT1382.The horizontal coordinates were established by classical geodetic methods
 AT1382.and adjusted by the National Geodetic Survey in January 1993..
 AT1382
 AT1382 ** The orthometric height has not been validated since last determined
 AT1382 ** by differential leveling and should not be used for control purposes.
 AT1382 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1382 ** area with valid NAVD 88 orthometric heights.
 AT1382 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1382 ** epoch indicated which incorporates improved geoid heights for the
 AT1382 ** Southern Louisiana Subsidence area.
 AT1382 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1382.The orthometric height was scaled from a topographic map.
 AT1382.The vertical order pertains to the first NAVD 88 superseded value.
 AT1382
 AT1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1382
 AT1382.The geoid height was determined by GEOID03.
 AT1382
 AT1382.The dynamic height is computed by dividing the NAVD 88
 AT1382.geopotential number by the normal gravity value computed on the
 AT1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT1382.degrees latitude (g = 980.6199 gals.).
 AT1382
 AT1382.The modeled gravity was interpolated from observed gravity values.
 AT1382
 AT1382;                    North         East     Units Scale Factor Converg.
 AT1382;SPC LA S     -   163,964.055 1,133,950.958   MT  0.99992587   +0 41 38.5
 AT1382;SPC LA S     -   537,938.74  3,720,304.10   sFT  0.99992587   +0 41 38.5
 AT1382;UTM  16      - 3,319,324.108   215,789.807   MT  1.00059671   -1 28 20.6
 AT1382;UTM  15      - 3,319,600.647   794,772.418   MT  1.00067219   +1 31 37.8
 AT1382
 AT1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1382!SPC LA S     -   1.00000405  x   0.99992587  =   0.99992992
 AT1382!UTM  16      -   1.00000405  x   1.00059671  =   1.00060076
 AT1382!UTM  15      -   1.00000405  x   1.00067219  =   1.00067624
 AT1382
 AT1382:                Primary Azimuth Mark                     Grid Az
 AT1382:SPC LA S     -  STREAK AZ MK                             070 05 32.3
 AT1382:UTM  16      -  STREAK AZ MK                             072 15 31.4
 AT1382:UTM  15      -  STREAK AZ MK                             069 15 33.0
 AT1382
 AT1382|---------------------------------------------------------------------|
 AT1382| PID    Reference Object                     Distance      Geod. Az  |
 AT1382|                                                           dddmmss.s |
 AT1382| DD8120 STREAK AZ MK                                       0704710.8 |
 AT1382| AT1410 STREAK RM 4                          17.900 METERS 07249     |
 AT1382| AA9700 STREAK RM 1                          29.384 METERS 08533     |
 AT1382| AT1384 CHALMETTE TV STA WYES MAST          APPROX. 2.0 KM 1915736.8 |
 AT1382| AT1366 CHALMETTE TV STATION WVUE MAST      APPROX. 2.0 KM 1922806.0 |
 AT1382| AT1367 CHALMETTE TV STA WDSU MAST          APPROX. 2.7 KM 2061234.2 |
 AT1382| AT1409 STREAK RM 3                           6.820 METERS 27155     |
 AT1382| AT1383 STREAK RM 2                          12.940 METERS 31037     |
 AT1382|---------------------------------------------------------------------|
 AT1382
 AT1382                          SUPERSEDED SURVEY CONTROL
 AT1382
 AT1382  NAD 83(1986)-  29 58 18.88813(N)    089 56 43.06657(W) AD(       ) 2
 AT1382  NAD 27      -  29 58 18.15821(N)    089 56 42.82273(W) AD(       ) 2
 AT1382  NAVD 88 (02/14/94)    0.347  (m)            1.14   (f) UNKNOWN     1 2
 AT1382  NGVD 29 (05/21/91)    0.407  (m)            1.34   (f) ADJUSTED    1 2
 AT1382
 AT1382.Superseded values are not recommended for survey control.
 AT1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1382.See file dsdata.txt to determine how the superseded data were derived.
 AT1382
 AT1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1579019324(NAD 83)
 AT1382_MARKER: DS = TRIANGULATION STATION DISK
 AT1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1382_SP_SET: CONCRETE POST
 AT1382_STAMPING: STREAK 1972
 AT1382_MARK LOGO: CGS   
 AT1382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1382+STABILITY: SURFACE MOTION
 AT1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1382+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AT1382
 AT1382  HISTORY     - Date     Condition        Report By
 AT1382  HISTORY     - 1972     MONUMENTED       NGS
 AT1382  HISTORY     - 1972     GOOD             NGS
 AT1382  HISTORY     - 1977     GOOD             NGS
 AT1382  HISTORY     - 19901129 GOOD             NGS
 AT1382  HISTORY     - 19950119 GOOD             NGS
 AT1382
 AT1382                          STATION DESCRIPTION
 AT1382
 AT1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1382'THE STATION IS ABOUT 10 MILES EAST OF DOWNTOWN NEW ORLEANS, 3 MILES
 AT1382'NORTH-NORTHEAST OF CHALMETTE, 2-1/2 MILES NORTH OF MERAUX AND ON
 AT1382'LAND OWNED BY BLUE STREAK ENTERPRISES INC., 7608 LAKE SHORE DRIVE,
 AT1382'NEW ORLEANS, LOUISIANA.
 AT1382'
 AT1382'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90 AND STATE
 AT1382'HIGHWAY 47 IN THE EAST EDGE OF NEW ORLEANS, GO SOUTH ON STATE
 AT1382'HIGHWAY 47 FOR 1.5 MILES TO THE CENTER OF THE INTRACOASTAL WATERWAY
 AT1382'BRIDGE, CONTINUE SOUTH ON STATE HIGHWAY 47 FOR 2.5 MILES TO A SIDE
 AT1382'ROAD LEFT AND SIGN GULF OUTLET MARINA.  TURN LEFT ON A SHELL ROAD
 AT1382'AND GO 0.25 MILE TO THE STATION ON THE LEFT.  CONTINUE AHEAD ON
 AT1382'THE SHELL ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AT1382'
 AT1382'STATION MARKS ARE STANDARD DISKS STAMPED STREAK 1972.  THE SURFACE
 AT1382'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AT1382'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET NORTHWEST OF
 AT1382'THE CENTER OF THE GATE, 15 FEET WEST-NORTHWEST OF A FENCE CORNER
 AT1382'AND 3.8 FEET NORTH OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 AT1382'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AT1382'
 AT1382'REFERENCE MARK 1, A STANDARD DISK STAMPED STREAK NO 1 1972, IS SET IN
 AT1382'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6-INCHES
 AT1382'BELOW THE GROUND SURFACE.  IT IS 90 FEET NORTHEAST OF THE CENTER OF
 AT1382'THE GATE, 33 FEET NORTH OF THE CENTER OF THE SHELL ROAD, 10 FEET
 AT1382'EAST NORTHEAST OF A POLE WITH A METER ATTACHED AND 2.2 FEET NORTH OF
 AT1382'A POWERLINE POLE.
 AT1382'
 AT1382'REFERENCE MARK 2, A STANDARD DISK STAMPED STREAK NO 2 1972, IS SET IN
 AT1382'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AT1382'WITH THE GROUND SURFACE.  IT IS 57 FEET NORTH OF THE SHELL ROAD, 37
 AT1382'FEET WEST OF THE WEST EDGE OF THE PARKING AREA AND 13 FEET
 AT1382'EAST-NORTHEAST OF A NO TRESPASSING SIGN.
 AT1382'
 AT1382'THE AZIMUTH MARK, A STANDARD DISK STAMPED STREAK 1972, IS SET IN THE
 AT1382'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AT1382'THE GROUND SURFACE.  IT IS 84 FEET SOUTHEAST OF THE WATERS EDGE.  60
 AT1382'FEET NORTHWEST OF THE CENTER OF THE SHELL ROAD, 18 FEET
 AT1382'SOUTH-SOUTHWEST OF A SHELL WALKWAY AND 1.4 FEET SOUTH OF A POWERLINE
 AT1382'POLE.
 AT1382
 AT1382                          STATION RECOVERY (1972)
 AT1382
 AT1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AT1382'RECOVERED IN GOOD CONDITION.
 AT1382
 AT1382                          STATION RECOVERY (1977)
 AT1382
 AT1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 AT1382'THE STATION WAS SEARCHED FOR AND FOUND 16 INCHES BELOW THE SURFACE OF
 AT1382'THE GROUND, REFERENCE MARK NO. 2 WAS FOUND ABOUT 1 FOOT BELOW THE
 AT1382'SURFACE OF THE GROUND AND OBSTRUCTED FROM THE STATION MARK BY A NEW
 AT1382'RED METAL BUILDING BUILT ON THE LOT.  REFERENCE MARK NO. 1 WAS
 AT1382'FOUND APPARENTLY IN GOOD CONDITION, BUT THE DIRECTION FAIL TO CHECK
 AT1382'BY 7 MINUTES AND 0.013 FEET IN DISTANCE.  THE AZIMUTH MARK WAS
 AT1382'NOT FOUND AND WOULD BE OBSTRUCTED BY THE NEW RED METAL BUILDING IF
 AT1382'IT HAD BEEN FOUND.  THE STATION MARK WAS MADE ACCESSABLE BY A
 AT1382'12-INCH METAL MANHOLE WITH COVER WHICH IS FLUSH WITH THE
 AT1382'GROUND.  REFERENCE MARKS NO. 3 AND NO. 4 WAS ESTABLISHED AT THIS
 AT1382'DATE.  NO MEASUREMENT OF DIRECTION WAS TAKEN TO REFERENCE MARK
 AT1382'NO. 2.  A NEW DESCRIPTION FOLLOWS--
 AT1382'
 AT1382'THE STATION IS LOCATED ABOUT 10 MILES EAST OF DOWNTOWN NEW ORLEANS,
 AT1382'ABOUT 3 MILES NORTH-NORTHEAST OF CHALMETTE, AND ABOUT 2.5 MILES
 AT1382'SOUTH OF THE HIGH RISE BRIDGE OF THE INTERCOASTAL CANAL AND 0.25
 AT1382'MILE EAST OF PARIS ROAD AT THE GULF OUTLET MARINA.  IT IS 45 FEET
 AT1382'NORTH OF THE CENTER OF A BLACK TOPPED ROAD, 6 FEET SOUTH OF THE
 AT1382'SOUTH WALL OF A LARGE RED METAL BUILDING, 21.8 FEET
 AT1382'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SAME BUILDING, 58.5
 AT1382'FEET WEST-SOUTHWEST OF THE SAME RED BUILDING, 15 FEET WEST OF A
 AT1382'SMALL METAL POLE SUPPORTING A YARD LIGHT AND 62 FEET WEST-NORTHWEST
 AT1382'OF A POWER POLE.  IT IS STAMPED STREAK 1972, 16 INCHES BELOW THE
 AT1382'GROUND PROTECTED BY A 12-INCH METAL MANHOLE WITH COVER.
 AT1382'
 AT1382'REFERENCE MARK NO. 1 IS 7.5 FEET NORTH OF THE NORTH EDGE OF A
 AT1382'CONCRETE PLANTER FOR FLOWERS, 32 FEET NORTH OF THE CENTER OF THE
 AT1382'BLACK TOP ROAD, 34.2 FEET EAST-NORTHEAST OF A POWER POLE WITH A
 AT1382'TRANSFORMER AND A YARD LIGHT, 37.8 FEET EAST OF THE PROJECTED EAST
 AT1382'WALL OF THE RED BUILDING AND 1 FOOT NORTH OF A METAL WITNESS
 AT1382'POST.  IT IS STAMPED STREAK NO 1 1972, 12 INCHES BELOW THE
 AT1382'SURFACE OF THE GROUND.
 AT1382'
 AT1382'REFERENCE MARK NO. 2 IS 42.45 FEET NORTHWEST OF THE STATION, 78 FEET
 AT1382'NORTH OF THE CENTER OF THE BLACK TOPPED ROAD, 28.3 FEET NORTH OF THE
 AT1382'SOUTHWEST CORNER OF THE RED METAL BUILDING, 4.5 FEET WEST OF THE
 AT1382'WEST WALL OF THE BUILDING, 28.1 FEET NORTH-NORTHWEST OF REFERENCE
 AT1382'MARK NO. 3 AND 4.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 AT1382'2ND PIER FROM THE SOUTH CORNER OF THE BUILDING.  IT IS STAMPED
 AT1382'STREAK NO 2 1972.
 AT1382'
 AT1382'REFERENCE MARK NO. 3 IS 22.37 FEET WEST-NORTHWEST OF THE STATION,
 AT1382'49.5 FEET NORTH OF THE CENTER OF THE BLACK TOPPED ROAD, AND 1 FOOT
 AT1382'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.  IT IS A
 AT1382'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 AT1382'OF THE BUILDING.  IT IS STAMPED STREAK NO 3 1972 1974.
 AT1382'
 AT1382'REFERENCE MARK NO. 4 IS 58.73 FEET EAST-NORTHEAST OF THE STATION.  IT
 AT1382'IS 49.5 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD.  IT IS A
 AT1382'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE FOUNDATION OF THE
 AT1382'BUILDING.  IT IS STAMPED STREAK NO 4 1972 1977.
 AT1382'
 AT1382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NNE OF
 AT1382'CHALMETTE.
 AT1382
 AT1382                          STATION RECOVERY (1990)
 AT1382
 AT1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AT1382'3.5 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 AT1382'STATE HIGHWAY 39 IN CHALMETTE, THENCE 0.4 KM (0.2 MI) EASTERLY ALONG
 AT1382'A PAVED ROAD, 19.1 M (62.7 FT) NORTHWEST OF A UTILITY LIGHT POLE WITH
 AT1382'TWO TRANSFORMERS, 17.9 M (58.7 FT) WEST OF REFERENCE MARK 4, 13.1 M
 AT1382'(43.0 FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, 6.9 M (22.6 FT)
 AT1382'EAST OF REFERENCE MARK 3, 0.95 M (3.12 FT) SOUTH OF THE SOUTH FACE OF
 AT1382'A METAL BUILDING, AND THE MONUMENT IS 0.4 M (1.3 FT) BELOW THE GROUND
 AT1382'SURFACE.  NOTE--ACCESS TO THE DISK IS THROUGH A METAL WATER METER
 AT1382'COVER.
 AT1382
 AT1382                          STATION RECOVERY (1995)
 AT1382
 AT1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AT1382'3.5 KM (2.15 MI) NORTHERLY ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 AT1382'STATE HIGHWAY 39 IN CHALMETTE, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG
 AT1382'MARINA ROAD, 19.0 M (62.3 FT) WEST OF A UTILITY POLE WITH 2
 AT1382'TRANSFORMERS, 13.5 M (44.3 FT) NORTH-NORTHWEST OF THE ROAD CENTER, 1.9
 AT1382'M (6.2 FT) SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE CHANNEL STEEL AND
 AT1382'MARINE BUILDING, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 AT1382'MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
 AT1382'NOTE--ACCESS TO THE DISK IS THROUGH A 12-INCH METAL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1383 ***********************************************************************
 AT1383  DESIGNATION -  STREAK RM 2
 AT1383  PID         -  AT1383
 AT1383  STATE/COUNTY-  LA/ST BERNARD
 AT1383  USGS QUAD   -  CHALMETTE (1994)
 AT1383
 AT1383                         *CURRENT SURVEY CONTROL
 AT1383  ___________________________________________________________________
 AT1383* NAD 83(1992)-  29 58 19.14798(N)    089 56 43.43566(W)     ADJUSTED  
 AT1383* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AT1383  **This station is located in a subsidence area (see below).
 AT1383  ___________________________________________________________________
 AT1383  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1383  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AT1383
 AT1383  HORZ ORDER  -  SECOND
 AT1383
 AT1383.The horizontal coordinates were established by classical geodetic methods
 AT1383.and adjusted by the National Geodetic Survey in January 1993..
 AT1383
 AT1383 ** The orthometric height has not been validated since last determined
 AT1383 ** by differential leveling and should not be used for control purposes.
 AT1383 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1383 ** area with valid NAVD 88 orthometric heights.
 AT1383 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1383 ** epoch indicated which incorporates improved geoid heights for the
 AT1383 ** Southern Louisiana Subsidence area.
 AT1383 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1383
 AT1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1383
 AT1383.The geoid height was determined by GEOID03.
 AT1383
 AT1383;                    North         East     Units Scale Factor Converg.
 AT1383;SPC LA S     -   163,972.358 1,133,941.033   MT  0.99992587   +0 41 38.3
 AT1383;SPC LA S     -   537,965.98  3,720,271.54   sFT  0.99992587   +0 41 38.3
 AT1383;UTM  16      - 3,319,332.785   215,780.197   MT  1.00059678   -1 28 20.8
 AT1383;UTM  15      - 3,319,608.810   794,762.367   MT  1.00067211   +1 31 37.6
 AT1383
 AT1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1383!SPC LA S     -   1.00000394  x   0.99992587  =   0.99992981
 AT1383!UTM  16      -   1.00000394  x   1.00059678  =   1.00060072
 AT1383!UTM  15      -   1.00000394  x   1.00067211  =   1.00067605
 AT1383
 AT1383:                Primary Azimuth Mark                     Grid Az
 AT1383:SPC LA S     -  MICHOUD                                  025 10 44.7
 AT1383:UTM  16      -  MICHOUD                                  027 20 43.8
 AT1383:UTM  15      -  MICHOUD                                  024 20 45.4
 AT1383
 AT1383|---------------------------------------------------------------------|
 AT1383| PID    Reference Object                     Distance      Geod. Az  |
 AT1383|                                                           dddmmss.s |
 AT1383| BH2841 MICHOUD                             APPROX. 6.4 KM 0255223.0 |
 AT1383| AT1382 STREAK                               12.940 METERS 13037     |
 AT1383|---------------------------------------------------------------------|
 AT1383
 AT1383                          SUPERSEDED SURVEY CONTROL
 AT1383
 AT1383  NAD 83(1986)-  29 58 19.16167(N)    089 56 43.43301(W) AD(       ) 2
 AT1383  NAD 27      -  29 58 18.43175(N)    089 56 43.18914(W) AD(       ) 2
 AT1383  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AT1383
 AT1383.Superseded values are not recommended for survey control.
 AT1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1383.See file dsdata.txt to determine how the superseded data were derived.
 AT1383
 AT1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1578019333(NAD 83)
 AT1383_MARKER: W = UNMONUMENTED
 AT1383
 AT1383  HISTORY     - Date     Condition        Report By
 AT1383  HISTORY     - 1972     MONUMENTED       NGS
 AT1383  HISTORY     - 19950120 MARK NOT FOUND   NGS
 AT1383
 AT1383                          STATION DESCRIPTION
 AT1383
 AT1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AT1383'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1272 ***********************************************************************
 AU1272  DESIGNATION -  STRETCH
 AU1272  PID         -  AU1272
 AU1272  STATE/COUNTY-  LA/LAFOURCHE
 AU1272  USGS QUAD   -  LEEVILLE (1994)
 AU1272
 AU1272                         *CURRENT SURVEY CONTROL
 AU1272  ___________________________________________________________________
 AU1272* NAD 83(1992)-  29 10 28.46809(N)    090 07 59.22284(W)     ADJUSTED  
 AU1272* NAVD 88     -         0.58   (+/-2cm)       1.9  **(feet)  VERTCON   
 AU1272  **This station is located in a subsidence area (see below).
 AU1272  ___________________________________________________________________
 AU1272  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AU1272  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AU1272
 AU1272  HORZ ORDER  -  SECOND
 AU1272  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1272
 AU1272.The horizontal coordinates were established by classical geodetic methods
 AU1272.and adjusted by the National Geodetic Survey in January 1993..
 AU1272
 AU1272 ** The orthometric height has not been validated since last determined
 AU1272 ** by differential leveling and should not be used for control purposes.
 AU1272 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1272 ** area with valid NAVD 88 orthometric heights.
 AU1272 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1272 ** epoch indicated which incorporates improved geoid heights for the
 AU1272 ** Southern Louisiana Subsidence area.
 AU1272 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1272.The vertical order pertains to the NGVD 29 superseded value.
 AU1272
 AU1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1272
 AU1272.The geoid height was determined by GEOID03.
 AU1272
 AU1272;                    North         East     Units Scale Factor Converg.
 AU1272;SPC LA S     -    75,386.770 1,116,751.921   MT  1.00002892   +0 36 00.4
 AU1272;SPC LA S     -   247,331.43  3,663,876.93   sFT  1.00002892   +0 36 00.4
 AU1272;UTM  15      - 3,230,729.506   778,825.175   MT  1.00055945   +1 23 54.3
 AU1272
 AU1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1272!SPC LA S     -   1.00000367  x   1.00002892  =   1.00003259
 AU1272!UTM  15      -   1.00000367  x   1.00055945  =   1.00056312
 AU1272
 AU1272|---------------------------------------------------------------------|
 AU1272| PID    Reference Object                     Distance      Geod. Az  |
 AU1272|                                                           dddmmss.s |
 AU1272| AU1271 STRETCH RM 3                         22.641 METERS 03725     |
 AU1272| AT1169 GRAND ISLE HUMBLE OIL CO TANK       APPROX.17.1 KM 0622905.4 |
 AU1272| AT1170 GRAND ISLE MUNICIPAL TANK           APPROX.16.7 KM 0633421.9 |
 AU1272| AU2948 RBN GRAND ISLE GNI                  APPROX. 6.1 KM 0744450.7 |
 AU1272| AU1273 STRETCH RM 2                         20.916 METERS 10151     |
 AU1272| AU2959 FOURCHON TANK BATTERY RAD MST       APPROX. 9.8 KM 2154948.8 |
 AU1272| AU1268 X 154                                              2492751.2 |
 AU1272| AU1270 M 221                                              2513444.8 |
 AU1272| AU2970 LEEVILLE FREEPORT SULPHUR MAST      APPROX. 9.5 KM 3003212.3 |
 AU1272| DD8121 STRETCH RM 1                          5.103 METERS 35637     |
 AU1272|---------------------------------------------------------------------|
 AU1272
 AU1272                          SUPERSEDED SURVEY CONTROL
 AU1272
 AU1272  NAD 83(1986)-  29 10 28.48309(N)    090 07 59.23388(W) AD(       ) 2
 AU1272  NAD 27      -  29 10 27.65900(N)    090 07 58.95800(W) AD(       ) 2
 AU1272  NGVD 29 (??/??/??)    0.555  (m)            1.82   (f) ADJUSTED    1 2
 AU1272
 AU1272.Superseded values are not recommended for survey control.
 AU1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1272.See file dsdata.txt to determine how the superseded data were derived.
 AU1272
 AU1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7882530730(NAD 83)
 AU1272_MARKER: DS = TRIANGULATION STATION DISK
 AU1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1272_STAMPING: STRETCH 1955
 AU1272_MARK LOGO: CGS   
 AU1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1272+STABILITY: SURFACE MOTION
 AU1272
 AU1272  HISTORY     - Date     Condition        Report By
 AU1272  HISTORY     - 1955     MONUMENTED       CGS
 AU1272  HISTORY     - 1958     GOOD             CGS
 AU1272  HISTORY     - 1963     GOOD             CGS
 AU1272  HISTORY     - 1965     GOOD             CGS
 AU1272  HISTORY     - 1965     GOOD             CGS
 AU1272  HISTORY     - 1966     GOOD             CGS
 AU1272  HISTORY     - 1966     GOOD             CGS
 AU1272  HISTORY     - 1982     MARK NOT FOUND   NGS
 AU1272
 AU1272                          STATION DESCRIPTION
 AU1272
 AU1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU1272'THE STATION IS 5-1/2 MILES WEST-SOUTHWEST OF CAMINADA PASS,
 AU1272'1 MILE SOUTH OF LAKE LAURIER AND 0.1 MILE NORTHEAST OF A SMALL
 AU1272'SQUARE LAKE ON THE SOUTHEAST SIDE OF STATE HIGHWAY 1.
 AU1272'
 AU1272'TO REACH FROM THE GULFVIEW HOTEL AND FINKIE RESTAURANT IN GRAND
 AU1272'ISLE, GO WEST ON STATE HIGHWAY 1 FOR 4.0 MILES TO THE NORTHWEST
 AU1272'END OF THE CAUSEWAY AT CAMINADA PASS, CONTINUE SOUTHWESTERLY
 AU1272'ON STATE HIGHWAY 1 FOR 2.4 MILES TO THE LA FOURCHE-JEFFERSON
 AU1272'PARISH LINE, CONTINUE SOUTHWESTERLY ON STATE HIGHWAY 1 FOR
 AU1272'3.0 MILES TO A SMALL CLEARING IN THE TREES ON THE SOUTHEAST
 AU1272'SIDE OF THE ROAD, A DRIVEWAY INTO THE CLEARING AND THE STATION
 AU1272'NEAR THE WEST SIDE OF THE CLEARING.
 AU1272'
 AU1272'THE STATION MARK, STAMPED STRETCH 1955, IS A STANDARD DISK SET
 AU1272'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 76.5
 AU1272'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1, 27 FEET
 AU1272'SOUTHWEST OF A BURNED TREE WITH A NO HUNTING SIGN AND NEAR THE
 AU1272'WESTERN SIDE OF THE CLEARING.
 AU1272'
 AU1272'REFERENCE MARK NO. 1, STAMPED STRETCH NO. 1 1955, IS A STANDARD
 AU1272'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 AU1272'IS 33 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 21 FEET
 AU1272'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1, AND 1 FOOT
 AU1272'EAST OF A WHITE WITNESS POST 2 FEET HIGH.
 AU1272'
 AU1272'REFERENCE MARK NO. 2, STAMPED STRETCH NO. 2 1955, IS A STANDARD
 AU1272'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 AU1272'95 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1 AND 2
 AU1272'FEET SOUTH OF A BLACK WITNESS POST 6 FEET HIGH.
 AU1272'
 AU1272'THE AZIMUTH MARK, IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 AU1272'SET IN THE TOP OF A 6-INCH TIN PIPE FILLED WITH CONCRETE AND
 AU1272'REINFORCED AROUND THE OUTSIDE OF THE PIPE WITH CONCRETE.  IT
 AU1272'IS 25 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1 3
 AU1272'FEET NORTHWEST OF U.S. COAST GUARD TELEPHONE POLE NO. 677 AND
 AU1272'BETWEEN TWO WHITE WITNESS POSTS 3 FEET HIGH.  THE DISK IS
 AU1272'STAMPED X 154 1952.
 AU1272'
 AU1272'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON
 AU1272'STATE HIGHWAY 1 FOR 1.4 MILES TO TWO SHACKS ON THE RIGHT,
 AU1272'CONTINUE SOUTHWESTERLY FOR 0.5 MILE TO A FEW SMALL SCATTERED
 AU1272'TREES ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT, ABOUT 150
 AU1272'YARDS SOUTH OF THE TREES.  AZIMUTH MARK CAN BE REACHED FROM THE
 AU1272'WEST SIDE OF THE BRIDGE AT LEEVILLE BY GOING SOUTHEASTERLY ON
 AU1272'STATE HIGHWAY 1 FOR 8.5 MILES TO THE MARK ON THE RIGHT.
 AU1272'
 AU1272'HEIGHT OF LIGHT ABOVE STATION MARK 22 METER
 AU1272
 AU1272                          STATION RECOVERY (1958)
 AU1272
 AU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCR)
 AU1272'THE STATION WAS RECOVERED AS DESCRIBED IN 1955.  ALL MARKS WERE
 AU1272'LOCATED AS DESCRIBED AND THEY ARE IN GOOD CONDITION.  THE
 AU1272'ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 AU1272
 AU1272                          STATION RECOVERY (1963)
 AU1272
 AU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AU1272'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT REFERENCE MARK
 AU1272'NUMBER 1 HAD BEEN DESTROYED AND THERE WAS A CHANGE IN MEASUREMENTS
 AU1272'LOCATING MARKS.  REFERENCE MARK NUMBER 3 WAS ESTABLISHED.
 AU1272'
 AU1272'STATION MARK IS 66 FEET SOUTH OF CENTER OF STATE HIGHWAY 1,
 AU1272'14 FEET SOUTH-SOUTHWEST OF TWIN 5-INCH OAKS AND 2 FEET EAST
 AU1272'OF WOOD WITNESS POST WITH SIGN ATTACHED.
 AU1272'
 AU1272'REFERENCE MARK NUMBER 2 IS 105 FEET SOUTHOF CENTER OF STATE
 AU1272'HIGHWAY 1.
 AU1272'
 AU1272'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK,
 AU1272'STAMPED STRETCH NO 3 AND PROJECTS 3 INCHES ABOVE THE GROUND.
 AU1272'IT IS 32 FEET SOUTH OF CENTER OF STATE HIGHWAY 1 AND 3 FEET
 AU1272'NORTH OF A LINE OF TELEPHONE POLES.
 AU1272'
 AU1272'BENCH MARK X-154, USED AS AZIMUTH MARK, WAS RECOVERED AS
 AU1272'DESCRIBED.
 AU1272'
 AU1272'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AU1272
 AU1272                          STATION RECOVERY (1965)
 AU1272
 AU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1272'THE STATION MARK, STAMPED STRETCH 1955, IS ABOUT 10.4 MILES
 AU1272'SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT GRAND
 AU1272'ISLE, OR ABOUT 10.75 MILES SOUTHEAST ALONG STATE HIGHWAY 1
 AU1272'FROM THE CENTER OF THE DRAWBRIDGE OVER THE LA FOURCHE BAYOU
 AU1272'AT LEEVILLE, IN A GROVE OF TREES, 76 FEET SOUTHEAST OF THE
 AU1272'CENTER LINE OF THE HIGHWAY, 74 FEET SOUTH-SOUTHWEST OF STRETCH
 AU1272'NO 3, 68.5 FEET WEST OF STRETCH NO 2, 1.5 FEET NORTHEAST OF
 AU1272'A WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 AU1272'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AU1272'INCHES.
 AU1272'
 AU1272'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU1272'
 AU1272'R.M. 2, STAMPED STRETCH NO 2 1955, IN SECTION 39, T 22 S, R 23
 AU1272'E, 68.5 FEET EAST OF STRETCH 1955, 76.0 FEET SOUTH-SOUTHWEST
 AU1272'OF STRETCH NO 3, 107-1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 AU1272'THE HIGHWAY, 3.0 FEET EAST OF A WOODEN WITNESS POST, ABOUT 3
 AU1272'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 AU1272'CONCRETE POST PROJECTING 5 INCHES.
 AU1272'
 AU1272'R.M. 3, STAMPED STRETCH NO 3 1955, 74.0 FEET NORTH-NORTHEAST
 AU1272'OF STRETCH 1955, 76.0 FEET NORTH-NORTHWEST OF STRETCH R.M. 2,
 AU1272'8 YARDS NORTHEAST OF THE CENTER OF A SMALL OPENING IN A GROVE
 AU1272'OF TREES, 72 FEET NORTHEAST OF TELEPHONE POLE 743, 31-1/2 FEET
 AU1272'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET SOUTHEAST
 AU1272'OF A WOODEN WITNESS POST, ABOUT 2-1/2 FEET ABOVE THE LEVEL
 AU1272'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AU1272'PROJECTING 4 INCHES.
 AU1272
 AU1272                          STATION RECOVERY (1965)
 AU1272
 AU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1272'10.4 MI SW FROM GRAND ISLE.
 AU1272'10.4 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 AU1272'GRAND ISLE, OR ABOUT 10.75 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM
 AU1272'THE CENTER OF THE DRAWBRIDGE OVER THE LAFOURCHE BAYOU AT LEEVILLE, IN
 AU1272'A GROVE OF TREES, 76 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AU1272'74 FEET SOUTH-SOUTHWEST OF STRETCH NO 3, 68 1/2 FEET WEST OF STRETCH
 AU1272'NO 2, 1.5 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 AU1272'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AU1272'PROJECTING 4 INCHES.
 AU1272
 AU1272                          STATION RECOVERY (1966)
 AU1272
 AU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU1272'STATION MARK, REFERENCE MARKS 2 AND 3 AND BENCH MARK X 154 1952
 AU1272'WERE FOUND IN GOOD CONDITION.  BM X 154 WAS FOUND AT LATER
 AU1272'DATE AND BM M 221 WAS TAKEN BY MISTAKE AND USED AS AZIMUTH
 AU1272'MARK.  DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU1272'
 AU1272'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHWEST OF GRAND ISLE,
 AU1272'5-1/2 MILES SOUTHWEST OF CAMINADA PASS, 1 MILE SOUTH OF LAKE
 AU1272'LAURIER AND ON SOUTH SIDE OF STATE HIGHWAY 1.
 AU1272'
 AU1272'STATION MARK, A STANDARD DISK STAMPED STRETCH 1955, IS SET IN
 AU1272'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 AU1272'3 INCHES.  THE MARK IS 77 FEET SOUTH OF CENTER OF STATE HIGHWAY
 AU1272'1, 56 FEET NORTHEAST OF LIVE OAK TREE 20 INCHES IN DIAMETER
 AU1272'AND 2 FEET NORTHEAST OF WOODEN WITNESS POST.
 AU1272'
 AU1272'REFERENCE MARK 2, A STANDARD DISK STAMPED STRETCH NO 2 1955,
 AU1272'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 AU1272'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS 107 FEET
 AU1272'SOUTH OF CENTER OF STATE HIGHWAY 1 AND 1 FOOT SOUTHEAST OF
 AU1272'METAL WITNESS POST.
 AU1272'
 AU1272'REFERENCE MARK 3, A STANDARD DISK STAMPED STRETCH NO 3 1955,
 AU1272'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 AU1272'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS 31 FEET
 AU1272'SOUTH OF CENTER OF STATE HIGHWAY 1 AND 2 FEET SOUTH OF WOODEN
 AU1272'WITNESS POST.
 AU1272'
 AU1272'AZIMUTH MARK, A BENCH MARK DISK STAMPED M 221 1965, IS SET IN
 AU1272'TOP OF A CONCRETE FILLED 6 INCH SOIL PIPE WHICH PROJECTS ABOUT
 AU1272'1 FOOT.  THE MARK IS 33 FEET SOUTH OF CENTER OF STATE HIGHWAY
 AU1272'1, 6 FEET SOUTHWEST OF A TELEPHONE POLE AND 2.4 FEET SOUTHEAST
 AU1272'OF WITNESS POST.
 AU1272'
 AU1272'TO REACH FROM THE POST OFFICE IN GRAND ISLE, GO SOUTHWEST OF
 AU1272'STATE HIGHWAY 1 FOR 4.3 MILES TO THE NORTHWEST CORNER OF
 AU1272'CAUSEWAY OVER CAMINADA PASS, CONTINUE ON STATE HIGHWAY 1 FOR
 AU1272'2.55 MILES TO LA FOURCHE-JEFFERSON COUNTY LINE, CONTINUE
 AU1272'SOUTHWEST ON STATE HIGHWAY 1 FOR 3.35 MILE TO STATION ON LEFT
 AU1272'AS DESCRIBED.
 AU1272'
 AU1272'TO REACH THE AZIMUTH MARK (BM M 221) FROM STATION, GO SOUTHWEST
 AU1272'ON STATE HIGHWAY 1 FOR 0.9 MILE TO MARK ON LEFT AS DESCRIBED.
 AU1272'
 AU1272'HEIGHT OF LIGHT ABOVE STATION MARK 59 FEET.
 AU1272'
 AU1272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 AU1272'SOUTHWEST OF GRAND ISLE.
 AU1272
 AU1272                          STATION RECOVERY (1966)
 AU1272
 AU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AU1272'RECOVERED IN GOOD CONDITION.
 AU1272
 AU1272                          STATION RECOVERY (1982)
 AU1272
 AU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1272'BELIEVED DESTROYED WHEN STATE HIGHWAY 1 WAS REBUILT
 AU1272'AND THE TELEPHONE POLES WERE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0486 ***********************************************************************
 CQ0486  DESIGNATION -  STROUD BOLT
 CQ0486  PID         -  CQ0486
 CQ0486  STATE/COUNTY-  LA/OUACHITA
 CQ0486  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0486
 CQ0486                         *CURRENT SURVEY CONTROL
 CQ0486  ___________________________________________________________________
 CQ0486* NAD 83(1986)-  32 27 59.     (N)    092 06 55.     (W)     SCALED    
 CQ0486* NAVD 88     -        22.18   (+/-2cm)      72.8    (feet)  VERTCON   
 CQ0486  ___________________________________________________________________
 CQ0486  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0486
 CQ0486  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0486
 CQ0486.The horizontal coordinates were scaled from a topographic map and have
 CQ0486.an estimated accuracy of +/- 6 seconds.
 CQ0486
 CQ0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0486.The vertical order pertains to the NGVD 29 superseded value.
 CQ0486
 CQ0486.The geoid height was determined by GEOID03.
 CQ0486
 CQ0486;                    North         East    Units  Estimated Accuracy
 CQ0486;SPC LA N     -   218,090.    1,036,170.      MT  (+/- 180 meters Scaled)
 CQ0486
 CQ0486                          SUPERSEDED SURVEY CONTROL
 CQ0486
 CQ0486  NGVD 29 (??/??/??)   22.228  (m)           72.93   (f) ADJUSTED    1 2
 CQ0486
 CQ0486.Superseded values are not recommended for survey control.
 CQ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0486.See file dsdata.txt to determine how the superseded data were derived.
 CQ0486
 CQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR831924(NAD 83)
 CQ0486_MARKER: B = BOLT
 CQ0486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0486_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0486
 CQ0486  HISTORY     - Date     Condition        Report By
 CQ0486  HISTORY     - UNK      MONUMENTED       DOD
 CQ0486  HISTORY     - 1966     GOOD             CGS
 CQ0486  HISTORY     - 1990     GOOD             USPSQD
 CQ0486  HISTORY     - 1991     GOOD             USPSQD
 CQ0486
 CQ0486                          STATION DESCRIPTION
 CQ0486
 CQ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0486'3.2 MI S FROM MONROE.
 CQ0486'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0486'STATION AT MONROE, THENCE 2.6 MILES SOUTH ALONG SOUTH GRAND STREET, IN
 CQ0486'SECTION 13, T 17 N, R 3 E, AT THE NORTHWEST CORNER OF PROPERTY
 CQ0486'BELONGING TO THE U.S. ENGINEERS, 31 FEET EAST OF THE CENTER LINE OF
 CQ0486'THE STREET, 25 FEET SOUTH OF THE CENTER LINE OF MOUTON AVENUE LEADING
 CQ0486'EAST, 62 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE U.S.
 CQ0486'ENGINEERS OFFICE BUILDING, 1 1/2 FEET EAST OF THE EAST EDGE OF A
 CQ0486'NORTH-SOUTH SIDEWALK, 1 1/2 FEET NORTH OF THE NORTH EDGE OF AN
 CQ0486'EAST-WEST SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, A
 CQ0486'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 1/2 FEET BELOW
 CQ0486'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE BEARING
 CQ0486'A BRASS CAP AND PROJECTING 2 INCHES.
 CQ0486
 CQ0486                          STATION RECOVERY (1990)
 CQ0486
 CQ0486'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0486'RECOVERED IN GOOD CONDITION.
 CQ0486
 CQ0486                          STATION RECOVERY (1991)
 CQ0486
 CQ0486'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0485 ***********************************************************************
 CQ0485  DESIGNATION -  STROUD CAP
 CQ0485  PID         -  CQ0485
 CQ0485  STATE/COUNTY-  LA/OUACHITA
 CQ0485  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0485
 CQ0485                         *CURRENT SURVEY CONTROL
 CQ0485  ___________________________________________________________________
 CQ0485* NAD 83(1986)-  32 27 59.     (N)    092 06 55.     (W)     SCALED    
 CQ0485* NAVD 88     -        23.43   (+/-2cm)      76.9    (feet)  VERTCON   
 CQ0485  ___________________________________________________________________
 CQ0485  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ0485
 CQ0485  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0485
 CQ0485.The horizontal coordinates were scaled from a topographic map and have
 CQ0485.an estimated accuracy of +/- 6 seconds.
 CQ0485
 CQ0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0485.The vertical order pertains to the NGVD 29 superseded value.
 CQ0485
 CQ0485.The geoid height was determined by GEOID03.
 CQ0485
 CQ0485;                    North         East    Units  Estimated Accuracy
 CQ0485;SPC LA N     -   218,090.    1,036,170.      MT  (+/- 180 meters Scaled)
 CQ0485
 CQ0485                          SUPERSEDED SURVEY CONTROL
 CQ0485
 CQ0485  NGVD 29 (??/??/??)   23.469  (m)           77.00   (f) ADJUSTED    1 2
 CQ0485
 CQ0485.Superseded values are not recommended for survey control.
 CQ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0485.See file dsdata.txt to determine how the superseded data were derived.
 CQ0485
 CQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR831924(NAD 83)
 CQ0485_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ0485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ0485_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0485
 CQ0485  HISTORY     - Date     Condition        Report By
 CQ0485  HISTORY     - UNK      MONUMENTED       DOD
 CQ0485  HISTORY     - 1966     GOOD             CGS
 CQ0485  HISTORY     - 1990     GOOD             USPSQD
 CQ0485  HISTORY     - 1991     GOOD             USPSQD
 CQ0485
 CQ0485                          STATION DESCRIPTION
 CQ0485
 CQ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0485'3.2 MI S FROM MONROE.
 CQ0485'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0485'STATION AT MONROE, THENCE 2.6 MILES SOUTH ALONG SOUTH GRAND STREET, IN
 CQ0485'SECTION 13, T 17 N, R 3 E, AT THE NORTHWEST CORNER OF PROPERTY
 CQ0485'BELONGING TO THE U.S. ENGINEERS, 31 FEET EAST OF THE CENTER LINE OF
 CQ0485'THE STREET, 25 FEET SOUTH OF THE CENTER LINE OF MOUTON AVENUE LEADING
 CQ0485'EAST, 62 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE U.S.
 CQ0485'ENGINEERS OFFICE BUILDING, 1 1/2 FEET EAST OF THE EAST EDGE OF A
 CQ0485'NORTH-SOUTH SIDEWALK, 1 1/2 FEET NORTH OF THE NORTH EDGE OF AN
 CQ0485'EAST-WEST SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET A
 CQ0485'3-INCH IRON PIPE BEARING A BRASS CAP AND PROJECTING 2 INCHES.
 CQ0485
 CQ0485                          STATION RECOVERY (1990)
 CQ0485
 CQ0485'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CQ0485'RECOVERED IN GOOD CONDITION.
 CQ0485
 CQ0485                          STATION RECOVERY (1991)
 CQ0485
 CQ0485'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3410 ***********************************************************************
 CQ3410  DESIGNATION -  STUCKEY
 CQ3410  PID         -  CQ3410
 CQ3410  STATE/COUNTY-  LA/LINCOLN
 CQ3410  USGS QUAD   -  RUSTON WEST (1994)
 CQ3410
 CQ3410                         *CURRENT SURVEY CONTROL
 CQ3410  ___________________________________________________________________
 CQ3410* NAD 83(1992)-  32 30 46.88794(N)    092 37 44.67005(W)     ADJUSTED  
 CQ3410* NAVD 88     -        98.5    (meters)     323.     (feet)  VERTCON   
 CQ3410  ___________________________________________________________________
 CQ3410  X           -    -246,952.467 (meters)                     COMP
 CQ3410  Y           -  -5,378,090.025 (meters)                     COMP
 CQ3410  Z           -   3,408,580.311 (meters)                     COMP
 CQ3410  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CQ3410  ELLIP HEIGHT-          72.70  (meters)          (01/02/04) GPS OBS
 CQ3410  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ3410
 CQ3410  HORZ ORDER  -  THIRD
 CQ3410  ELLP ORDER  -  FOURTH    CLASS II
 CQ3410
 CQ3410.This mark is at Ruston Municipal Airport (RSN)
 CQ3410
 CQ3410.The horizontal coordinates were established by GPS observations
 CQ3410.and adjusted by the National Geodetic Survey in January 1993..
 CQ3410
 CQ3410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3410
 CQ3410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3410
 CQ3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3410
 CQ3410.The ellipsoidal height was determined by GPS observations
 CQ3410.and is referenced to NAD 83.
 CQ3410
 CQ3410.The geoid height was determined by GEOID03.
 CQ3410
 CQ3410;                    North         East     Units Scale Factor Converg.
 CQ3410;SPC LA N     -   223,205.929   987,872.081   MT  0.99996858   -0 04 05.7
 CQ3410;SPC LA N     -   732,301.45  3,241,043.65   sFT  0.99996858   -0 04 05.7
 CQ3410;UTM  15      - 3,597,363.504   534,839.466   MT  0.99961497   +0 11 57.7
 CQ3410
 CQ3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3410!SPC LA N     -   0.99998859  x   0.99996858  =   0.99995717
 CQ3410!UTM  15      -   0.99998859  x   0.99961497  =   0.99960356
 CQ3410
 CQ3410:                Primary Azimuth Mark                     Grid Az
 CQ3410:SPC LA N     -  STUCKEY AZ MK                            168 01 01.0
 CQ3410:UTM  15      -  STUCKEY AZ MK                            167 44 57.6
 CQ3410
 CQ3410|---------------------------------------------------------------------|
 CQ3410| PID    Reference Object                     Distance      Geod. Az  |
 CQ3410|                                                           dddmmss.s |
 CQ3410| CQ3409 STUCKEY AZ MK                       APPROX. 0.6 KM 1675655.3 |
 CQ3410|---------------------------------------------------------------------|
 CQ3410
 CQ3410                          SUPERSEDED SURVEY CONTROL
 CQ3410
 CQ3410  ELLIP H (01/21/93)   72.78   (m)                       GP(       ) 4 2
 CQ3410  NAD 83(1986)-  32 30 46.90129(N)    092 37 44.66191(W) AD(       ) 3
 CQ3410  NAD 27      -  32 30 46.37548(N)    092 37 44.12243(W) AD(       ) 3
 CQ3410  NGVD 29 (11/20/87)   98.5    (m)          323.     (f) GPS OBS        
 CQ3410
 CQ3410.Superseded values are not recommended for survey control.
 CQ3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3410.See file dsdata.txt to determine how the superseded data were derived.
 CQ3410
 CQ3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3483997364(NAD 83)
 CQ3410_MARKER: DS = TRIANGULATION STATION DISK
 CQ3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3410_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3410+STABILITY: SURFACE MOTION
 CQ3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3410+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1987
 CQ3410
 CQ3410  HISTORY     - Date     Condition        Report By
 CQ3410  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3410  HISTORY     - 19870423 GOOD
 CQ3410
 CQ3410                          STATION DESCRIPTION
 CQ3410
 CQ3410'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3410'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTHEAST OF RUSTON AT
 CQ3410'THE RUSTON MUNICIPAL AIRPORT.
 CQ3410'OWNERSHIP--CITY OF RUSTON, FOR ENTRANCE INTO THE AIRFIELD, CONTACT
 CQ3410'MR. S.L. STUCKEY, AT THE RUSTON MUNICIPAL AIRPORT, RUSTON LA.
 CQ3410'71270, TELEPHONE 318-255-7461.
 CQ3410'
 CQ3410'TO REACH THE STATION FROM THE RUSTON AIRPORT OFFICE BUILDING, GO
 CQ3410'EAST ALONG THE APPROACH RAMP FOR 0.1 KM (0.05 MI) TO THE TAXIWAY,
 CQ3410'THENCE RIGHT, SOUTH, FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 CQ3410'RIGHT.
 CQ3410'
 CQ3410'THE STATION IS A STANDARD NGS DISK
 CQ3410'STAMPED---STUCKEY 1986---,
 CQ3410'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3410'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CQ3410'24.7 METERS (81 FT) EAST FROM THE CENTER OF THE RUNWAY,
 CQ3410'14.3 METERS (47 FT) NORTH FROM THE CENTER OF AN APPROACH RAMP,
 CQ3410'12.2 METERS (40 FT) WEST FROM THE CENTER OF THE TAXIWAY,
 CQ3410'9.4 METERS (31 FT) EAST-SOUTHEAST FROM A CLEAR DOME LIGHT AND
 CQ3410'5.2 METERS (17 FT) NORTHEAST FROM THE CENTER OF A BLUE DOME LIGHT.
 CQ3410'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3410'STAMPED---STUCKEY 1986---,
 CQ3410'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3410'
 CQ3410'DESCRIBED BY R. COPP.
 CQ3410
 CQ3410                          STATION RECOVERY (1987)
 CQ3410
 CQ3410'RECOVERED 1987
 CQ3410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3409 ***********************************************************************
 CQ3409  DESIGNATION -  STUCKEY AZ MK
 CQ3409  PID         -  CQ3409
 CQ3409  STATE/COUNTY-  LA/LINCOLN
 CQ3409  USGS QUAD   -  RUSTON WEST (1994)
 CQ3409
 CQ3409                         *CURRENT SURVEY CONTROL
 CQ3409  ___________________________________________________________________
 CQ3409* NAD 83(1992)-  32 30 28.75375(N)    092 37 40.10113(W)     ADJUSTED  
 CQ3409* NAVD 88     -        95.6    (meters)     314.     (feet)  VERTCON   
 CQ3409  ___________________________________________________________________
 CQ3409  X           -    -246,846.992 (meters)                     COMP
 CQ3409  Y           -  -5,378,392.992 (meters)                     COMP
 CQ3409  Z           -   3,408,107.689 (meters)                     COMP
 CQ3409  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CQ3409  ELLIP HEIGHT-          69.83  (meters)          (01/02/04) GPS OBS
 CQ3409  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ3409
 CQ3409  HORZ ORDER  -  THIRD
 CQ3409  ELLP ORDER  -  FOURTH    CLASS II
 CQ3409
 CQ3409.This mark is at Ruston Municipal Airport (RSN)
 CQ3409
 CQ3409.The horizontal coordinates were established by GPS observations
 CQ3409.and adjusted by the National Geodetic Survey in January 1993..
 CQ3409
 CQ3409.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3409
 CQ3409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3409
 CQ3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3409
 CQ3409.The ellipsoidal height was determined by GPS observations
 CQ3409.and is referenced to NAD 83.
 CQ3409
 CQ3409.The geoid height was determined by GEOID03.
 CQ3409
 CQ3409;                    North         East     Units Scale Factor Converg.
 CQ3409;SPC LA N     -   222,647.194   987,990.671   MT  0.99996767   -0 04 03.3
 CQ3409;SPC LA N     -   730,468.34  3,241,432.73   sFT  0.99996767   -0 04 03.3
 CQ3409;UTM  15      - 3,596,805.525   534,960.622   MT  0.99961507   +0 12 00.1
 CQ3409
 CQ3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3409!SPC LA N     -   0.99998904  x   0.99996767  =   0.99995671
 CQ3409!UTM  15      -   0.99998904  x   0.99961507  =   0.99960411
 CQ3409
 CQ3409:                Primary Azimuth Mark                     Grid Az
 CQ3409:SPC LA N     -  STUCKEY                                  348 01 01.1
 CQ3409:UTM  15      -  STUCKEY                                  347 44 57.7
 CQ3409
 CQ3409|---------------------------------------------------------------------|
 CQ3409| PID    Reference Object                     Distance      Geod. Az  |
 CQ3409|                                                           dddmmss.s |
 CQ3409| CQ3410 STUCKEY                             APPROX. 0.6 KM 3475657.8 |
 CQ3409|---------------------------------------------------------------------|
 CQ3409
 CQ3409                          SUPERSEDED SURVEY CONTROL
 CQ3409
 CQ3409  ELLIP H (01/21/93)   69.90   (m)                       GP(       ) 4 2
 CQ3409  NAD 83(1986)-  32 30 28.76710(N)    092 37 40.09300(W) AD(       ) 3
 CQ3409  NAD 27      -  32 30 28.24087(N)    092 37 39.55365(W) AD(       ) 3
 CQ3409  NGVD 29 (11/20/87)   95.7    (m)          314.     (f) GPS OBS        
 CQ3409
 CQ3409.Superseded values are not recommended for survey control.
 CQ3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3409.See file dsdata.txt to determine how the superseded data were derived.
 CQ3409
 CQ3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3496196806(NAD 83)
 CQ3409_MARKER: DZ = AZIMUTH MARK DISK
 CQ3409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ3409_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ3409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3409+STABILITY: SURFACE MOTION
 CQ3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3409+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1987
 CQ3409
 CQ3409  HISTORY     - Date     Condition        Report By
 CQ3409  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3409  HISTORY     - 19870423 GOOD
 CQ3409
 CQ3409                          STATION DESCRIPTION
 CQ3409
 CQ3409'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3409'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTHEAST OF RUSTON, AT
 CQ3409'THE RUSTON MUNICIPAL AIRPORT.
 CQ3409'OWNERSHIP--CITY OF RUSTON, FOR ENTRANCE INTO THE AIRFIELD, CONTACT
 CQ3409'MR. S.L. STUCKEY, RUSTON, LA. 71270, TELEPHONE 318-255-7461.
 CQ3409'
 CQ3409'TO REACH THE STATION FROM THE RUSTON AIRPORT OFFICE BUILDING, GO
 CQ3409'EAST ALONG THE APPROACH RAMP FOR 0.1 KM (0.05 MI) TO THE TAXIWAY,
 CQ3409'THENCE RIGHT, SOUTH FOR 1 KM (0.6 MI) TO THE STATION ON THE RIGHT
 CQ3409'AND WEST OF THE TAXIWAY.
 CQ3409'
 CQ3409'THE STATION IS A STANDARD NGS DISK
 CQ3409'STAMPED---STUCKEY 1986---,
 CQ3409'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3409'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CQ3409'25.5 METERS (77 FT) EAST FROM THE CENTER OF THE RUNWAY,
 CQ3409'17.7 METERS (58 FT) NORTH FROM THE CENTER OF AN APPROACH RAMP,
 CQ3409'13.7 METERS (45 FT) WEST FROM THE CENTER OF THE TAXIWAY AND
 CQ3409'2.4 METERS (8 FT) NORTHEAST FROM THE CENTER OF A BLUE LIGHT.
 CQ3409'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3409'STAMPED---STUCKEY 1986---,
 CQ3409'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3409'
 CQ3409'DESCRIBED BY R. COPP.
 CQ3409
 CQ3409                          STATION RECOVERY (1987)
 CQ3409
 CQ3409'RECOVERED 1987
 CQ3409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2748 ***********************************************************************
 BK2748  DESIGNATION -  STUTES
 BK2748  PID         -  BK2748
 BK2748  STATE/COUNTY-  LA/LAFAYETTE
 BK2748  USGS QUAD   -  LAFAYETTE (1994)
 BK2748
 BK2748                         *CURRENT SURVEY CONTROL
 BK2748  ___________________________________________________________________
 BK2748* NAD 83(1992)-  30 10 51.61331(N)    092 04 37.22787(W)     ADJUSTED  
 BK2748* NAVD 88     -         8.41   (+/-2cm)      27.6  **(feet)  VERTCON   
 BK2748  **This station is located in a subsidence area (see below).
 BK2748  ___________________________________________________________________
 BK2748  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2748  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2748
 BK2748  HORZ ORDER  -  SECOND
 BK2748  VERT ORDER  -  THIRD (See Below)
 BK2748
 BK2748.The horizontal coordinates were established by classical geodetic methods
 BK2748.and adjusted by the National Geodetic Survey in January 1993..
 BK2748
 BK2748 ** The orthometric height has not been validated since last determined
 BK2748 ** by differential leveling and should not be used for control purposes.
 BK2748 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2748 ** area with valid NAVD 88 orthometric heights.
 BK2748 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2748 ** epoch indicated which incorporates improved geoid heights for the
 BK2748 ** Southern Louisiana Subsidence area.
 BK2748 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2748.The vertical order pertains to the NGVD 29 superseded value.
 BK2748
 BK2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2748
 BK2748.The geoid height was determined by GEOID03.
 BK2748
 BK2748;                    North         East     Units Scale Factor Converg.
 BK2748;SPC LA S     -   186,562.334   928,381.665   MT  0.99993067   -0 22 18.6
 BK2748;SPC LA S     -   612,079.92  3,045,865.51   sFT  0.99993067   -0 22 18.6
 BK2748;UTM  15      - 3,339,202.150   588,860.389   MT  0.99969741   +0 27 50.6
 BK2748
 BK2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2748!SPC LA S     -   1.00000296  x   0.99993067  =   0.99993363
 BK2748!UTM  15      -   1.00000296  x   0.99969741  =   0.99970037
 BK2748
 BK2748|---------------------------------------------------------------------|
 BK2748| PID    Reference Object                     Distance      Geod. Az  |
 BK2748|                                                           dddmmss.s |
 BK2748| CW2358 STUTES RM 1                          44.339 METERS 05217     |
 BK2748| CS7260 STUTES RM 3                          44.236 METERS 05623     |
 BK2748| CV9551 28 V 5                                             0841835.9 |
 BK2748| BK2740 LAFAYETTE UNITED GAS MW MAST        APPROX. 5.3 KM 1224920.8 |
 BK2748| BK2751 LAFAYETTE CABLE TV MAST             APPROX. 2.4 KM 2124152.2 |
 BK2748| CW2359 STUTES RM 2                          35.107 METERS 32009     |
 BK2748| BK0397 28 V 23                              68.457 METERS 32245     |
 BK2748| CS7259 STUTES RM 4                          34.961 METERS 32425     |
 BK2748|---------------------------------------------------------------------|
 BK2748
 BK2748                          SUPERSEDED SURVEY CONTROL
 BK2748
 BK2748  NAD 83(1986)-  30 10 51.63298(N)    092 04 37.22202(W) AD(       ) 2
 BK2748  NAD 27      -  30 10 50.90524(N)    092 04 36.78056(W) AD(       ) 2
 BK2748  NGVD 29 (09/18/05)    8.41   (m)           27.6    (f) RESET       3  
 BK2748
 BK2748.Superseded values are not recommended for survey control.
 BK2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2748.See file dsdata.txt to determine how the superseded data were derived.
 BK2748
 BK2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8886039202(NAD 83)
 BK2748_MARKER: DS = TRIANGULATION STATION DISK
 BK2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2748_SP_SET: CONCRETE POST
 BK2748_STAMPING: STUTES 1969
 BK2748_MARK LOGO: CGS   
 BK2748_PROJECTION: RECESSED 35 CENTIMETERS
 BK2748_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2748+STABILITY: SURFACE MOTION
 BK2748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2748+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1983
 BK2748
 BK2748  HISTORY     - Date     Condition        Report By
 BK2748  HISTORY     - 1969     MONUMENTED       CGS
 BK2748  HISTORY     - 1983     GOOD             NGS
 BK2748  HISTORY     - 19830503 GOOD             NGS
 BK2748  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 BK2748
 BK2748                          STATION DESCRIPTION
 BK2748
 BK2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2748'DISTANCE BETWEEN RM 1 AND RM 2 IS 188.71 FEET OR (57.519) METERS.
 BK2748'
 BK2748'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE CENTER OF
 BK2748'LAFAYETTE AND IN THE NORTHEAST CORNER OF SECTION 17, T 10 S, R 4
 BK2748'E, ON PROPERTY OWNED BY MR. EDWIN STUTES.
 BK2748'
 BK2748'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U. S. HIGHWAY 90
 BK2748'AND U. S. 167 THAT IS IN THE SOUTHWESTERN PART OF LAFAYETTE (THIS
 BK2748'IS THE JUNCTION OF JOHNSTON AND UNIVERSITY STREETS) GO SOUTHWEST
 BK2748'ON U. S. HIGHWAY 167 (JOHNSTON STREET) FOR 1.5 MILES TO THE
 BK2748'JUNCTION WITH STATE HIGHWAY 3025 TO THE RIGHT.  CONTINUE
 BK2748'SOUTHWESTERLY ON U. S. HIGHWAY 167 FOR 2.5 MILES TO A SIDE ROAD
 BK2748'RIGHT AND A STREET LEFT THAT IS THE ENTRANCE TO A HOUSING DEVELOPMENT
 BK2748'AND 28V5 1967 (LDH) (AZIMUTH MARK) ON THE RIGHT (SOUTH) SIDE OF
 BK2748'ENTRANCE GATE.  TURN RIGHT AND GO WEST ON STATE HIGHWAYS 93 AND
 BK2748'342 FOR 0.2 MILE TO A CROSSROAD.  (THE STUTES BAR IS IN THE
 BK2748'NORTHEAST ANGLE.) CONTINUE WEST ON STATE HIGHWAY 93 AND 342 FOR 0.1
 BK2748'MILE TO A METAL GATE ON THE LEFT AND STATION AS DESCRIBED.
 BK2748'
 BK2748'STATION MARK IS A STANDARD DISK, STAMPED STUTES 1969, SET IN THE TOP
 BK2748'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 14 INCHES BELOW
 BK2748'THE SURFACE OF THE GROUND.  IT IS 170 FEET SOUTHWEST OF POWERLINE
 BK2748'POLE, 169 FEET SOUTHEAST OF A POWERLINE POLE, 119 FEET SOUTH OF
 BK2748'THE CENTERLINE OF STATE HIGHWAY 342, 94 FEET SOUTH-SOUTHWEST OF A
 BK2748'METAL GATE AND 29 FEET WEST OF DRIVEWAY TO THE BARN.
 BK2748'
 BK2748'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STUTES NO 1 1969, SET
 BK2748'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BK2748'FLUSH.  IT IS 87 FEET EAST OF METAL GATE, 30.5 FEET WEST OF
 BK2748'POWERLINE POLE, 29 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BK2748'342, 2 FEET SOUTH OF FENCELINE AND 2 FEET SOUTHEAST OF METAL
 BK2748'WITNESS POST WITH SIGN ATTACHED.
 BK2748'
 BK2748'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STUTES NO 2 1969, SET
 BK2748'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 BK2748'IT IS 94 FEET WEST OF A METAL GATE, 69 FEET EAST OF A
 BK2748'POWERLINE POLE, 29 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BK2748'342 AND 2 FEET SOUTH OF FENCELINE.
 BK2748'
 BK2748'28V5 1967 (LDH) (AZIMUTH MARK) IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2748'DISK, STAMPED 28V5 1967, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BK2748'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 99 FEET
 BK2748'EAST OF THE CENTERLINE OF U. S. HIGHWAY 167, 30 FEET SOUTH OF
 BK2748'DRIVEWAY TO THE ENTRANCE TO HOUSING DEVELOPMENT AND 1 FOOT WEST
 BK2748'OF METAL WITNESS POST WITH SIGN ATTACHED.
 BK2748'
 BK2748'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
 BK2748
 BK2748                          STATION RECOVERY (1983)
 BK2748
 BK2748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BK2748'6.9 KM (4.30 MI) SW FROM LAFAYETTE.
 BK2748'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 167 (JOHNSTON STREET) FROM THE
 BK2748'JUNCTION OF BUSINESS U.S. HIGHWAY 90 AND U.S. HIGHWAY 167
 BK2748'(THIS IS THE JUNCTION OF JOHNSTON AND UNIVERSITY STREETS) TO THE
 BK2748'JUNCTION OF STATE HIGHWAY 3025 TO THE RIGHT, CONTINUE SOUTHWESTERLY
 BK2748'ALONG U.S. HIGHWAY 167 FOR 2.5 MILES TO SIDE ROAD RIGHT AND STREET
 BK2748'LEFT, THAT IS THE ENTRANCE TO A HOUSING DEVELOPMENT WITH GATE, TURN
 BK2748'RIGHT AND GO WEST ALONG STATE HIGHWAYS 93 AND 342 FOR 0.2 MILE TO
 BK2748'CROSSROADS, CONTINUE WEST ALONG STATE HIGHWAY 93 AND 342 FOR 0.1 MILE
 BK2748'TO METAL GATE AND STATION MARK, 170.0 FT SOUTHWEST OF POWERLINE POLE,
 BK2748'169.0 FT SOUTHEAST OF POWERPOLE, 119.0 FT SOUTH OF CENTERLINE OF
 BK2748'STATE HIGHWAY 342, 94.0 FT SOUTH-SOUTHWEST OF A METAL GATE, AND 29.0
 BK2748'FT WEST OF DRIVEWAY TO BARN, ON THE PROPERTY OF MR. EDWIN STUTES.
 BK2748
 BK2748                          STATION RECOVERY (1983)
 BK2748
 BK2748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RJT)
 BK2748'THE STATION MARK AND AZIMUTH MARK (28 V 5 1967) WERE FOUND IN GOOD
 BK2748'CONDITION.  REFERENCE MARK 1 AND REFERENCE MARK 2 WERE FOUND WITH THE
 BK2748'DISKS SHEARED OFF.  REFERENCE MARK 3 AND REFERENCE 4 WERE ESTABLISHED
 BK2748'UTILIZING THE CONCRETE POSTS.  THE AZIMUTH MARK WAS OBSTRUCTED BY A
 BK2748'ROAD SIGN.
 BK2748' 
 BK2748'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--STUTES 1969 NO 3
 BK2748'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR
 BK2748'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 110.0 FT (33.53 M) NNE
 BK2748'OF A 30 INCH PECAN TREE, 32.5 FT (9.91 M) S OF THE CENTER OF STATE
 BK2748'HIGHWAY 342 AND 93, 30.4 FT (9.27 M) W OF A POWER POLE, AND 3.0 FT
 BK2748'(0.91 M) E OF A WITNESS POST AND SIGN.
 BK2748' 
 BK2748'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--STUTES 1969 NO 4
 BK2748'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR
 BK2748'30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 70.0 FT (21.34 M) E FROM
 BK2748'A POWER POLE, 33.0 FT (10.06 M) S FROM THE CENTER OF STATE HIGHWAY 342
 BK2748'AND 93, AND 1.5 FT (0.46 M) E FROM A WITNESS POST AND SIGN.
 BK2748
 BK2748                          STATION RECOVERY (1995)
 BK2748
 BK2748'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK2748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3113 ***********************************************************************
 CP3113  DESIGNATION -  STUTTS
 CP3113  PID         -  CP3113
 CP3113  STATE/COUNTY-  LA/MOREHOUSE
 CP3113  USGS QUAD   -  BONITA (1988)
 CP3113
 CP3113                         *CURRENT SURVEY CONTROL
 CP3113  ___________________________________________________________________
 CP3113* NAD 83(1992)-  32 55 46.94792(N)    091 41 45.01867(W)     ADJUSTED  
 CP3113* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 CP3113  ___________________________________________________________________
 CP3113  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CP3113  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3113
 CP3113  HORZ ORDER  -  SECOND
 CP3113
 CP3113.The horizontal coordinates were established by classical geodetic methods
 CP3113.and adjusted by the National Geodetic Survey in September 1999..
 CP3113
 CP3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3113
 CP3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3113
 CP3113.The geoid height was determined by GEOID03.
 CP3113
 CP3113;                    North         East     Units Scale Factor Converg.
 CP3113;SPC LA N     -   269,688.453 1,075,215.628   MT  1.00007057   +0 25 30.6
 CP3113;SPC LA N     -   884,802.87  3,527,603.27   sFT  1.00007057   +0 25 30.6
 CP3113;UTM  15      - 3,644,248.820   621,930.186   MT  0.99978331   +0 42 32.6
 CP3113
 CP3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3113!SPC LA N     -   0.99999890  x   1.00007057  =   1.00006947
 CP3113!UTM  15      -   0.99999890  x   0.99978331  =   0.99978221
 CP3113
 CP3113:                Primary Azimuth Mark                     Grid Az
 CP3113:SPC LA N     -  STUTTS AZ MK                             133 05 47.8
 CP3113:UTM  15      -  STUTTS AZ MK                             132 48 45.8
 CP3113
 CP3113|---------------------------------------------------------------------|
 CP3113| PID    Reference Object                     Distance      Geod. Az  |
 CP3113|                                                           dddmmss.s |
 CP3113| CY5630 STUTTS AZ MK                                       1333118.4 |
 CP3113| CY5632 STUTTS RM 1                          11.862 METERS 17605     |
 CP3113| CY5631 STUTTS AZ MK 2                                     2724044.7 |
 CP3113| CY5633 STUTTS RM 2                          17.148 METERS 27553     |
 CP3113|---------------------------------------------------------------------|
 CP3113
 CP3113                          SUPERSEDED SURVEY CONTROL
 CP3113
 CP3113  NAD 83(1992)-  32 55 46.94982(N)    091 41 45.01662(W) AD(       ) 2
 CP3113  NAD 83(1986)-  32 55 46.96086(N)    091 41 45.01168(W) AD(       ) 2
 CP3113  NAD 27      -  32 55 46.49564(N)    091 41 44.56670(W) AD(       ) 2
 CP3113  NGVD 29 (07/19/86)   33.0    (m)          108.     (f) VERT ANG       
 CP3113
 CP3113.Superseded values are not recommended for survey control.
 CP3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3113.See file dsdata.txt to determine how the superseded data were derived.
 CP3113
 CP3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2193044249(NAD 83)
 CP3113_MARKER: DD = SURVEY DISK
 CP3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3113_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3113
 CP3113  HISTORY     - Date     Condition        Report By
 CP3113  HISTORY     - 1970     MONUMENTED       LADTD
 CP3113
 CP3113                          STATION DESCRIPTION
 CP3113
 CP3113'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3113'THE STATION IS LOCATED 1 MILE NORTHWEST OF BONITA AND 12 MILES
 CP3113'NORTH-NORTHEAST OF MER ROUGE, IN THE SOUTHEAST QUARTER OF SECTION
 CP3113'36, T23N, R7E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT
 CP3113'OF HIGHWAYS.
 CP3113'
 CP3113'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE
 CP3113'HIGHWAY 140 IN SOUTHWEST BONITA, DRIVE NORTHWEST ALONG STATE
 CP3113'HIGHWAY 140 FOR 1.4 MILES TO THE STATION WHICH IS SET ON THE
 CP3113'RIGHT AND NORTH OF THE HIGHWAY IN THE CORNER OF A FENCE.
 CP3113'
 CP3113'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST
 CP3113'ALONG STATE HIGHWAY 140 FOR 0.3 MILE TO THE MARK WHICH IS SET
 CP3113'ON THE LEFT AND NORTHEAST OF THE HIGHWAY NEAR A FENCE.
 CP3113'
 CP3113'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE WEST ALONG
 CP3113'STATE HIGHWAY 140 FOR 0.4 MILE TO THE MARK WHICH IS SET ON
 CP3113'THE LEFT AND SOUTH OF THE HIGHWAY NEAR A CULVERT.
 CP3113'
 CP3113'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3113'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP3113'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3113'INCHES.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3113'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3113'SURFACE.  THEY ARE STAMPED STUTTS 1970.  IT IS 72 FEET NORTH
 CP3113'OF THE CENTER OF STATE HIGHWAY 140, 36 FEET EAST OF THE CENTER
 CP3113'OF A ROAD TO A BEAN FIELD, 28 FEET NORTH OF THE CENTER OF A
 CP3113'METAL GATE, 16 FEET WEST OF A POWER POLE, 4 FEET SOUTHWEST OF
 CP3113'A FENCE CORNER, 3 FEET WEST OF A NORTH-SOUTH FENCE, 3 FEET
 CP3113'SOUTH OF AN EAST-WEST FENCE, AND 2 FEET NORTH-NORTHEAST OF
 CP3113'A METAL WITNESS POST.
 CP3113'
 CP3113'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3113'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3113'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP3113'IS STAMPED STUTTS RM 1 1970.  IT IS 66 FEET NORTH OF A 36 INCH
 CP3113'GUM TREE, 38 FEET SOUTH OF A POWER POLE, 37 FEET NORTH OF THE
 CP3113'CENTER OF STATE HIGHWAY 140, 14 FEET SOUTH OF THE CENTER OF
 CP3113'A METAL GATE, AND 2 FEET SOUTHWEST OF A FENCE CORNER.
 CP3113'
 CP3113'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3113'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CP3113'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3113'INCHES.  IT IS STAMPED STUTTS R. M.2 1970.  IT IS 84 FEET
 CP3113'NORTH OF A 40 INCH GUM TREE, 58 FEET WEST OF A FENCE CORNER,
 CP3113'57 FEET NORTH OF THE CENTER OF STATE HIGHWAY 140, 39 FEET
 CP3113'NORTH-NORTHWEST OF THE WEST END OF A METAL CULVERT, AND 21
 CP3113'FEET WEST OF THE CENTER OF A METAL GATE.
 CP3113'
 CP3113'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CP3113'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CP3113'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CP3113'INCHES.  IT IS STAMPED STUTTS AZ MK 1970.  IT IS 105 FEET
 CP3113'SOUTH-SOUTHEAST OF THE EAST END OF A CULVERT UNDER STATE
 CP3113'HIGHWAY 140, 43 FEET SOUTH OF A POWER POLE, 29 FEET EAST OF
 CP3113'THE CENTER OF STATE HIGHWAY 140, 2 FEET NORTH OF A METAL
 CP3113'WITNESS POST, AND 2 FEET WEST OF A FENCE.
 CP3113'
 CP3113'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3113'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3113'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 CP3113'GROUND.  IT IS STAMPED STUTTS AZ MK 2 1970.  IT IS 28 FEET
 CP3113'SOUTH OF THE CENTER OF STATE HIGHWAY 140, 9 FEET SOUTHEAST OF
 CP3113'THE EAST END OF A METAL CULVERT, 8 FEET WEST OF A POWER
 CP3113'POLE, 5 FEET EAST OF THE CENTER OF A FIELD ROAD, AND 2 FEET
 CP3113'EAST OF A METAL WITNESS POST.
 CP3113'
 CP3113'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0710 ***********************************************************************
 AV0710  DESIGNATION -  SU 102 A
 AV0710  PID         -  AV0710
 AV0710  STATE/COUNTY-  LA/VERMILION
 AV0710  USGS QUAD   -  
 AV0710
 AV0710                         *CURRENT SURVEY CONTROL
 AV0710  ___________________________________________________________________
 AV0710* NAD 83(1992)-  29 09 02.04991(N)    092 36 01.62144(W)     ADJUSTED  
 AV0710* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0710  ___________________________________________________________________
 AV0710  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AV0710  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AV0710
 AV0710  HORZ ORDER  -  SECOND
 AV0710
 AV0710.The horizontal coordinates were established by classical geodetic methods
 AV0710.and adjusted by the National Geodetic Survey in January 1993..
 AV0710
 AV0710.The orthometric height was scaled from a topographic map.
 AV0710
 AV0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0710
 AV0710.The geoid height was determined by GEOID03.
 AV0710
 AV0710;                    North         East     Units Scale Factor Converg.
 AV0710;SPC LA S     -    72,796.229   876,711.051   MT  1.00003499   -0 38 00.9
 AV0710;SPC LA S     -   238,832.29  2,876,342.84   sFT  1.00003499   -0 38 00.9
 AV0710;UTM  15      - 3,224,733.605   538,859.739   MT  0.99961863   +0 11 40.7
 AV0710
 AV0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0710!SPC LA S     -   1.00000388  x   1.00003499  =   1.00003887
 AV0710!UTM  15      -   1.00000388  x   0.99961863  =   0.99962251
 AV0710
 AV0710|---------------------------------------------------------------------|
 AV0710| PID    Reference Object                     Distance      Geod. Az  |
 AV0710|                                                           dddmmss.s |
 AV0710| CV9436 SU 102 A RM 1                        12.105 METERS 13642     |
 AV0710| CV9437 SU 102 A RM 2                        24.601 METERS 22712     |
 AV0710| AV0709 CONTINENTAL B                       APPROX.22.7 KM 3371936.8 |
 AV0710|---------------------------------------------------------------------|
 AV0710
 AV0710                          SUPERSEDED SURVEY CONTROL
 AV0710
 AV0710  NAD 83(1986)-  29 09 02.07398(N)    092 36 01.60414(W) AD(       ) 2
 AV0710
 AV0710.Superseded values are not recommended for survey control.
 AV0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0710.See file dsdata.txt to determine how the superseded data were derived.
 AV0710
 AV0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3886024734(NAD 83)
 AV0710_MARKER: H = DRILL HOLE
 AV0710_SETTING: 0 = UNSPECIFIED SETTING
 AV0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0710
 AV0710  HISTORY     - Date     Condition        Report By
 AV0710  HISTORY     - 1963     MONUMENTED       CGS
 AV0710
 AV0710                          STATION DESCRIPTION
 AV0710
 AV0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0710'STATION IS LOCATED ON THE TOP DECK OF AN OILWELL PLATFORM WHICH IS
 AV0710'OWNED BY THE SUPERIOR OIL COMPANY, IN THE VERMILION AREA, BLOCK
 AV0710'102, ABOUT 43 MILES SOUTHWEST OF THE SOUTHWEST PASS LIGHTHOUSE, 63
 AV0710'MILES SOUTHEAST OF CAMERON, LOUISIANA AND ABOUT 30 MILES SOUTH OF
 AV0710'THE COASTLINE OF LOUISIANA.
 AV0710'
 AV0710'STATION IS MARKED BY A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES, AT
 AV0710'THE JUNCTION OF TWO STEEL SKID BEAMS, STAMPED SU 102 A 1963.  IT IS
 AV0710'12.2 FEET SOUTH OF THE NORTH CORNER OF THE PLATFORM DECK, 7 FEET
 AV0710'SOUTHWEST OF THE NORTHEAST EDGE OF THE PLATFORM DECK AND 27 FEET
 AV0710'EAST OF THE TOP LANDING OF THE NORTHWEST STAIRWAY.
 AV0710'
 AV0710'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE, WITH A CHISELED
 AV0710'ARROW THROUGH THE CENTER WHICH POINTS TOWARD THE STATION, STAMPED
 AV0710'RM 1 AND SURROUNDED BY 3 DRILL HOLES.  IT IS IN THE TOP OF THE 4 TH
 AV0710'SKID BEAM, COUNTING FROM THE NORTHWEST SIDE OF THE DECK AND IS 6.7
 AV0710'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE DECK.
 AV0710'
 AV0710'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE, WITH A CHISELED
 AV0710'ARROW THROUGH ITS CENTER WHICH POINTS TOWARD THE STATION, STAMPED
 AV0710'RM 2 AND SURROUNDED BY 3 DRILL HOLES.  IT IS IN THE SAME STEEL SKID
 AV0710'BEAM AS THE STATION MARK, 2.4 FEET NORTHEAST OF THE SOUTHWEST EDGE
 AV0710'OF THE DECK AND 10.2 FEET EAST-SOUTHEAST OF THE WEST CORNER OF
 AV0710'THE PLATFORM DECK.
 AV0710'
 AV0710'STATION PLATFORM DECK MEASURES ABOUT 50 X 90 FEET AND IS ABOUT 50
 AV0710'FEET ABOVE THE WATER.
 AV0710'
 AV0710'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5297 ***********************************************************************
 BJ5297  DESIGNATION -  SUBURAN
 BJ5297  PID         -  BJ5297
 BJ5297  STATE/COUNTY-  LA/JEFFERSON
 BJ5297  USGS QUAD   -  INDIAN BEACH (1992)
 BJ5297
 BJ5297                         *CURRENT SURVEY CONTROL
 BJ5297  ___________________________________________________________________
 BJ5297* NAD 83(1992)-  30 01 20.85082(N)    090 10 54.52113(W)     ADJUSTED  
 BJ5297* NAVD 88     -         2.4  **(meters)       8.   **(feet)  VERTCON   
 BJ5297  **This station is located in a subsidence area (see below).
 BJ5297  ___________________________________________________________________
 BJ5297  X           -     -17,538.262 (meters)                     COMP
 BJ5297  Y           -  -5,526,962.885 (meters)                     COMP
 BJ5297  Z           -   3,172,517.572 (meters)                     COMP
 BJ5297  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ5297  ELLIP HEIGHT-         -23.92  (meters)          (09/30/02) GPS OBS
 BJ5297  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ5297
 BJ5297  HORZ ORDER  -  FIRST
 BJ5297  ELLP ORDER  -  FOURTH    CLASS II
 BJ5297
 BJ5297.The horizontal coordinates were established by GPS observations
 BJ5297.and adjusted by the National Geodetic Survey in January 1993..
 BJ5297
 BJ5297 ** The orthometric height has not been validated since last determined
 BJ5297 ** by differential leveling and should not be used for control purposes.
 BJ5297 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5297 ** area with valid NAVD 88 orthometric heights.
 BJ5297 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5297 ** epoch indicated which incorporates improved geoid heights for the
 BJ5297 ** Southern Louisiana Subsidence area.
 BJ5297 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5297
 BJ5297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5297
 BJ5297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5297
 BJ5297.The ellipsoidal height was determined by GPS observations
 BJ5297.and is referenced to NAD 83.
 BJ5297
 BJ5297.The geoid height was determined by GEOID03.
 BJ5297
 BJ5297;                    North         East     Units Scale Factor Converg.
 BJ5297;SPC LA S     -   169,313.909 1,111,070.929   MT  0.99992582   +0 34 32.8
 BJ5297;SPC LA S     -   555,490.72  3,645,238.54   sFT  0.99992582   +0 34 32.8
 BJ5297;UTM  15      - 3,324,620.175   771,801.663   MT  1.00051156   +1 24 39.3
 BJ5297
 BJ5297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5297!SPC LA S     -   1.00000376  x   0.99992582  =   0.99992958
 BJ5297!UTM  15      -   1.00000376  x   1.00051156  =   1.00051532
 BJ5297
 BJ5297                          SUPERSEDED SURVEY CONTROL
 BJ5297
 BJ5297  ELLIP H (01/21/93)  -23.88   (m)                       GP(       ) 4 2
 BJ5297  NAD 83(1986)-  30 01 20.86774(N)    090 10 54.52027(W) AD(       ) 1
 BJ5297  NAD 27      -  30 01 20.13957(N)    090 10 54.25169(W) AD(       ) 1
 BJ5297  NGVD 29 (05/20/88)    2.5    (m)            8.     (f) GPS OBS        
 BJ5297
 BJ5297.Superseded values are not recommended for survey control.
 BJ5297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5297.See file dsdata.txt to determine how the superseded data were derived.
 BJ5297
 BJ5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7180224620(NAD 83)
 BJ5297_MARKER: DS = TRIANGULATION STATION DISK
 BJ5297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5297_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ5297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5297+STABILITY: SURFACE MOTION
 BJ5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5297+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BJ5297
 BJ5297  HISTORY     - Date     Condition        Report By
 BJ5297  HISTORY     - 1987     MONUMENTED       LADTD
 BJ5297  HISTORY     - 20060427 MARK NOT FOUND   NGS
 BJ5297
 BJ5297                          STATION DESCRIPTION
 BJ5297
 BJ5297'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BJ5297'THE STATION IS LOCATED ABOUT 2.4 KM (.5 MI) NORTH OF THE JUNCTION
 BJ5297'OF INTERSTATE HIGHWAY 10 AND CLEARVIEW PARKWAY,
 BJ5297'0.25 KM (0.15 MI) NORTHEAST OF PUMPING STATION 2, IN THE NORTH
 BJ5297'CENTRAL SECTION OF THE PARISH.
 BJ5297'OWNERSHIP--EAST JEFFERSON PARISH LEVEE DISTRICT, C/O BILL
 BJ5297'MIDDLETON, DIRECTOR, SUITE C, 5333 RIVER ROAD, HARAHAN, LA.  70123
 BJ5297'PHONE 504-733-0087.
 BJ5297'
 BJ5297'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ5297'CLEARVIEW PARKWAY, GO NORTH FOR 2.49 KM (1.55 MI) ON CLEARVIEW
 BJ5297'PARKWAY TO AVRON BOULEVARD.
 BJ5297'TURN RIGHT AND GO EAST FOR 0.79 KM (0.5 MI) ON AVRON BOULEVARD TO A
 BJ5297'PUMPING STATION ENTRANCE GATE ON THE LEFT.
 BJ5297'TURN LEFT AND GO NORTH FOR 60 METERS (200 FT) TO A GATE ON THE
 BJ5297'LEFT.  PASS THROUGH THE GATE AND FOLLOW THE LEVEE CROWN NORTH FOR
 BJ5297'0.26 KM (0.15 MI) TO A CURVE IN THE LEVEE AND THE STATION IN THE
 BJ5297'CURVE.
 BJ5297'
 BJ5297'THE STATION IS A STANDARD NGS DISK
 BJ5297'STAMPED---SUBURAN JPE 1987---,
 BJ5297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ5297'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 BJ5297'35.7 METERS (117.1 FT) WEST FROM A CURVE IN THE LEVEE WALL,
 BJ5297'16.4 METERS (53.8 FT) WEST FROM THE METAL STEPS LEADING OVER THE
 BJ5297'WALL,
 BJ5297'2.2 METERS (7.2 FT) SOUTH FROM THE LEVEE WALL, AND
 BJ5297'2.1 METERS (6.9 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 BJ5297'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BJ5297'STAMPED---SUBURBAN JPE 1987---,
 BJ5297'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BJ5297
 BJ5297                          STATION RECOVERY (2006)
 BJ5297
 BJ5297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 BJ5297'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0687 ***********************************************************************
 AV0687  DESIGNATION -  SUE
 AV0687  PID         -  AV0687
 AV0687  STATE/COUNTY-  LA/VERMILION
 AV0687  USGS QUAD   -  FORKED ISLAND NW (1979)
 AV0687
 AV0687                         *CURRENT SURVEY CONTROL
 AV0687  ___________________________________________________________________
 AV0687* NAD 83(1992)-  29 58 42.64774(N)    092 24 43.13481(W)     ADJUSTED  
 AV0687* NAVD 88     -         2.7  **(meters)       9.   **(feet)  VERTCON   
 AV0687  **This station is located in a subsidence area (see below).
 AV0687  ___________________________________________________________________
 AV0687  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AV0687  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AV0687
 AV0687  HORZ ORDER  -  SECOND
 AV0687
 AV0687.The horizontal coordinates were established by classical geodetic methods
 AV0687.and adjusted by the National Geodetic Survey in January 1993..
 AV0687
 AV0687 ** The orthometric height has not been validated since last determined
 AV0687 ** by differential leveling and should not be used for control purposes.
 AV0687 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0687 ** area with valid NAVD 88 orthometric heights.
 AV0687 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0687 ** epoch indicated which incorporates improved geoid heights for the
 AV0687 ** Southern Louisiana Subsidence area.
 AV0687 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0687
 AV0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0687
 AV0687.The geoid height was determined by GEOID03.
 AV0687
 AV0687;                    North         East     Units Scale Factor Converg.
 AV0687;SPC LA S     -   164,374.641   895,912.059   MT  0.99992582   -0 32 21.6
 AV0687;SPC LA S     -   539,285.80  2,939,338.15   sFT  0.99992582   -0 32 21.6
 AV0687;UTM  15      - 3,316,549.902   556,725.701   MT  0.99963970   +0 17 37.8
 AV0687
 AV0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0687!SPC LA S     -   1.00000380  x   0.99992582  =   0.99992962
 AV0687!UTM  15      -   1.00000380  x   0.99963970  =   0.99964350
 AV0687
 AV0687:                Primary Azimuth Mark                     Grid Az
 AV0687:SPC LA S     -  SUE AZ MK                                003 40 19.3
 AV0687:UTM  15      -  SUE AZ MK                                002 50 19.9
 AV0687
 AV0687|---------------------------------------------------------------------|
 AV0687| PID    Reference Object                     Distance      Geod. Az  |
 AV0687|                                                           dddmmss.s |
 AV0687| CV9438 SUE AZ MK                                          0030757.7 |
 AV0687| CV9439 SUE RM 1                             10.858 METERS 02538     |
 AV0687| BK2809 KAPLAN MUNICIPAL TANK 1974          APPROX.11.4 KM 0741424.9 |
 AV0687| AV0686 SUE LDH 1974 A POINT                  9.315 METERS 08147     |
 AV0687| CV9440 SUE RM 2                              7.374 METERS 22854     |
 AV0687|---------------------------------------------------------------------|
 AV0687
 AV0687                          SUPERSEDED SURVEY CONTROL
 AV0687
 AV0687  NAD 83(1986)-  29 58 42.66705(N)    092 24 43.12906(W) AD(       ) 2
 AV0687  NAD 27      -  29 58 41.92162(N)    092 24 42.64968(W) AD(       ) 2
 AV0687  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 AV0687
 AV0687.Superseded values are not recommended for survey control.
 AV0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0687.See file dsdata.txt to determine how the superseded data were derived.
 AV0687
 AV0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5672616550(NAD 83)
 AV0687_MARKER: DD = SURVEY DISK
 AV0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0687+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 AV0687
 AV0687  HISTORY     - Date     Condition        Report By
 AV0687  HISTORY     - 1974     MONUMENTED       LADH
 AV0687  HISTORY     - 20060502 GOOD             NGS
 AV0687
 AV0687                          STATION DESCRIPTION
 AV0687
 AV0687'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 AV0687'THE STATION IS LOCATED 7.5 MILES WEST-SOUTHWEST OF KAPLAN, 6.5 MILES
 AV0687'SOUTHEAST OF GUEYDAN, AND 12 MILES NORTHWEST OF FORKED ISLAND, IN
 AV0687'THE SOUTHEAST QUARTER OF SECTION 24, T12S, R1W, AND ON THE PROPERTY
 AV0687'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AV0687'
 AV0687'TO REACH THE STATION FROM THE JUNCTION AT STATE HIGHWAYS 13 AND 14 IN
 AV0687'WEST KAPLAN, DRIVE WEST ALONG STATE HIGHWAY 14 FOR 4.6 MILES TO
 AV0687'MULVEY AND THE JUNCTION WITH STATE HIGHWAY 3093 LEADING SOUTH.  TURN
 AV0687'LEFT AND DRIVE SOUTH ON STATE HIGHWAY 3093 FOR 2 MILES TO A
 AV0687'GRAVEL CROSSROAD AND THE STATION, WHICH IS ON THE RIGHT AND
 AV0687'WEST OF THE ROAD NEAR A FENCE.
 AV0687'
 AV0687'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 AV0687'HIGHWAY 3093 FOR 0.4 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF
 AV0687'THE HIGHWAY NEAR A FENCE AND POWER POLE.
 AV0687'
 AV0687'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0687'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0687'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 AV0687'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AV0687'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AV0687'STAMPED SUE 1974.  THE MARK IS 45 FEET WEST OF THE CENTER OF STATE
 AV0687'HIGHWAY 3093, 26 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY
 AV0687'MARKER, 26 FEET NORTHWEST OF THE NORTH END OF A CONCRETE
 AV0687'SIDE-DRAIN, 24 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 AV0687'3.5 FEET SOUTHEAST OF A FENCE AND 2 FEET SOUTHEAST OF A
 AV0687'METAL WITNESS POST AND SIGN.
 AV0687'
 AV0687'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0687'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0687'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0687'STAMPED SUE RM 1. 1974.  IT IS 29 FEET WEST OF THE CENTER OF STATE
 AV0687'HIGHWAY 3093, 19 FEET SOUTHWEST OF THE WEST END OF A CONCRETE
 AV0687'SIDE-DRAIN, 12 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER AND
 AV0687'1.5 FEET EAST OF A FENCE.
 AV0687'
 AV0687'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0687'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0687'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0687'STAMPED SUE RM. 2 1974.  IT IS 64 FEET WEST OF THE CENTER OF STATE
 AV0687'HIGHWAY 3093, 48 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 AV0687'32 FEET NORTHWEST OF THE NORTH END OF A CONCRETE SIDE-DRAIN, 2
 AV0687'FEET SOUTHEAST OF A FENCE, AND 2 FEET EAST-SOUTHEAST OF A
 AV0687'HIGHWAY CONCRETE RIGHT-OF-WAY MARKER.
 AV0687'
 AV0687'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AV0687'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12-INCH
 AV0687'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AV0687'STAMPED SUE AZ. MK. 1974.  IT IS 72 FEET EAST-SOUTHEAST OF A POWER
 AV0687'POLE, 34 FEET EAST OF THE CENTER OF STATE HIGHWAY 3093, 3.5 FEET
 AV0687'WEST OF A FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST AND
 AV0687'SIGN.
 AV0687'
 AV0687'NEAREST TOWN--KAPLAN.
 AV0687
 AV0687                          STATION RECOVERY (2006)
 AV0687
 AV0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 AV0687'4.4 METERS NORTHWEST OF A WITNESS POST.
 AV0687' 
 AV0687'ELECTRIC FENCE IS HOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0855 ***********************************************************************
 AV0855  DESIGNATION -  SUE BUM
 AV0855  PID         -  AV0855
 AV0855  STATE/COUNTY-  LA/CAMERON
 AV0855  USGS QUAD   -  PEVETO BEACH (1982)
 AV0855
 AV0855                         *CURRENT SURVEY CONTROL
 AV0855  ___________________________________________________________________
 AV0855* NAD 83(1992)-  29 45 54.91768(N)    093 31 38.02979(W)     ADJUSTED  
 AV0855* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0855  **This station is located in a subsidence area (see below).
 AV0855  ___________________________________________________________________
 AV0855  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AV0855  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AV0855
 AV0855  HORZ ORDER  -  SECOND
 AV0855
 AV0855.The horizontal coordinates were established by classical geodetic methods
 AV0855.and adjusted by the National Geodetic Survey in January 1993..
 AV0855
 AV0855 ** The orthometric height has not been validated since last determined
 AV0855 ** by differential leveling and should not be used for control purposes.
 AV0855 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0855 ** area with valid NAVD 88 orthometric heights.
 AV0855 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0855 ** epoch indicated which incorporates improved geoid heights for the
 AV0855 ** Southern Louisiana Subsidence area.
 AV0855 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0855.The orthometric height was scaled from a topographic map.
 AV0855
 AV0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0855
 AV0855.The geoid height was determined by GEOID03.
 AV0855
 AV0855;                    North         East     Units Scale Factor Converg.
 AV0855;SPC LA S     -   142,277.631   787,849.533   MT  0.99993415   -1 05 49.1
 AV0855;SPC LA S     -   466,789.19  2,584,803.01   sFT  0.99993415   -1 05 49.1
 AV0855;UTM  15      - 3,292,890.582   449,030.220   MT  0.99963205   -0 15 42.3
 AV0855
 AV0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0855!SPC LA S     -   1.00000390  x   0.99993415  =   0.99993805
 AV0855!UTM  15      -   1.00000390  x   0.99963205  =   0.99963595
 AV0855
 AV0855|---------------------------------------------------------------------|
 AV0855| PID    Reference Object                     Distance      Geod. Az  |
 AV0855|                                                           dddmmss.s |
 AV0855| CV9442 SUE BUM RM 3                         21.988 METERS 06026     |
 AV0855| AV0858 TT 172 LS USGS 1933                 319.372 METERS 26242     |
 AV0855| CV9441 SUE BUM AZ MK                                      2634619.0 |
 AV0855| CV9443 SUE BUM RM 4                         12.124 METERS 33054     |
 AV0855|---------------------------------------------------------------------|
 AV0855
 AV0855                          SUPERSEDED SURVEY CONTROL
 AV0855
 AV0855  NAD 83(1986)-  29 45 54.94163(N)    093 31 38.01263(W) AD(       ) 2
 AV0855  NAD 27      -  29 45 54.13400(N)    093 31 37.44980(W) AD(       ) 2
 AV0855
 AV0855.Superseded values are not recommended for survey control.
 AV0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0855.See file dsdata.txt to determine how the superseded data were derived.
 AV0855
 AV0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN4903092891(NAD 83)
 AV0855_MARKER: DS = TRIANGULATION STATION DISK
 AV0855_SETTING: 0 = UNSPECIFIED SETTING
 AV0855
 AV0855  HISTORY     - Date     Condition        Report By
 AV0855  HISTORY     - 1924     MONUMENTED       CGS
 AV0855  HISTORY     - 1933     SEE DESCRIPTION  CGS
 AV0855  HISTORY     - 1955     GOOD             CGS
 AV0855  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AV0855  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0855
 AV0855                          STATION DESCRIPTION
 AV0855
 AV0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCJ)
 AV0855'AT A POINT ABOUT 10.4 MILES W OF THE W JETTY AT CALCASIEU
 AV0855'PASS, ON THE HARD GROUND WHICH HAS BEEN THROWN UP BY THE
 AV0855'SEA INTO A SANDY LEVEE ABOUT 50 METERS FROM HIGH-WATER LINE
 AV0855'AND 35 METERS FROM GRASS LINE.
 AV0855'
 AV0855'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 AV0855'TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AV0855'UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE GROUND.
 AV0855'
 AV0855'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 AV0855'AT THE TOP OF TILES WHICH ARE FASTENED BY MEANS OF CONCRETE
 AV0855'TO THE UPPER END OF LONG WOODEN PILES EMBEDDED IN THE GROUND.
 AV0855
 AV0855                          STATION RECOVERY (1933)
 AV0855
 AV0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JML)
 AV0855'SEE COAST AND GEODETIC SURVEY DESCRIPTION FOR THIS POST.
 AV0855'
 AV0855'THE NAME OF STATION IS QUESTIONABLE AND LOCATION ON AERIAL
 AV0855'PHOTOGRAPHS SHOULD BE CHECKED AGAINST COAST CHARTS FOR PROPER
 AV0855'IDENTIFICATION.
 AV0855'
 AV0855'STATION MARK IS A CONCRETE POST WITH STANDARD COAST AND GEODETIC
 AV0855'TABLET (NOT STAMPED).
 AV0855'
 AV0855'REFERENCE MARK IS T T 172 L S 1932 AND IS 1047.8 FEET W OF
 AV0855'STATION MARK.  S 82 DEG 42 MIN W.
 AV0855'
 AV0855'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0855'ELEVATED 30 FEET.
 AV0855
 AV0855                          STATION RECOVERY (1955)
 AV0855
 AV0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0855'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AV0855'MARKS NOS. 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.  TWO
 AV0855'NEW REFERENCE MARKS, AND A NEW AZIMUTH MARK WERE SET.
 AV0855'
 AV0855'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--STATION IS LOCATED
 AV0855'ABOUT 10.4 MILES WEST OF THE WEST JETTY AT CALCASIEU PASS,
 AV0855'ABOUT 4 MILES WEST OF THE VILLAGE OF HOLLY BEACH, ABOUT 125
 AV0855'FEET SOUTH OF THE SHELL ROAD WHICH PARALLELS THE BEACH, AND
 AV0855'11 FEET SOUTH OF A STANDARD WITNESS POST WHICH IS NAILED
 AV0855'TO A POWER LINE POLE.
 AV0855'
 AV0855'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27
 AV0855'AND THE JOHNSON BAYOU ROAD IN THE VILLAGE OF HOLLY BEACH, GO
 AV0855'WEST ON THE JOHNSON BAYOU ROAD 4.4 MILES TO THE STATION ON
 AV0855'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 AV0855'WEST FOR 0.3 MILE TO A SIDE ROAD LEADING SOUTH AT A CATTLE
 AV0855'GUARD.  TURN LEFT FOR ABOUT 100 FEET TO THE MARK ON LEFT.
 AV0855'
 AV0855'STATION MARK IS A STANDARD DISK (UNSTAMPED) SET IN A TILE
 AV0855'FILLED WITH CONCRETE, AND IS FLUSH WITH THE GROUND.
 AV0855'
 AV0855'REFERENCE MARK 3, A STANDARD DISK STAMPED BUM USGS NO 3 1933,
 AV0855'IS SET IN A 12 IN BY 12 IN CONCRETE POST WHICH PROJECTS 8
 AV0855'INCHES ABOVE THE GROUND.  THE MARK IS ABOUT 6 FEET NORTH OF
 AV0855'THE POWER LINE.
 AV0855'
 AV0855'REFERENCE MARK 4, A STANDARD DISK STAMPED BUM USGS NO 4 1933,
 AV0855'IS SET IN A 12 IN BY 12 IN CONCRETE POST WHICH PROJECTS 8
 AV0855'INCHES ABOVE THE GROUND.  THE MARK IS ABOUT 10 FEET NORTH
 AV0855'OF THE POWER LINE.
 AV0855'
 AV0855'AZIMUTH MARK, A STANDARD DISK STAMPED BUM USGS 1933, IS ABOUT
 AV0855'0.3 MILE WEST OF THE STATION, 100 FEET SOUTH OF CATTLE GUARD,
 AV0855'23 FEET EAST OF A WOVEN WIRE FENCE AND 2 FEET SOUTH OF A
 AV0855'STANDARD WITNESS POST AND TELEPHONE POLE.  THE MARK IS A
 AV0855'12 IN BY 12 IN CONCRETE POST.  THE POST PROJECTS 10 INCHES
 AV0855'ABOVE GROUND.
 AV0855'
 AV0855'NOTE--A 10 FT. STAND WAS USED.
 AV0855
 AV0855                          STATION RECOVERY (1957)
 AV0855
 AV0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0855'STATION DESTROYED BY THE HURRICANE OF 27 JUNE 1957.  STATION
 AV0855'MARK AND REFERENCE MARKS WERE FOUND LYING ON THE BEACH AND
 AV0855'THE DISKS WERE REMOVED BY THIS PARTY.
 AV0855'
 AV0855'THE AZIMUTH MARK COULD NOT BE FOUND AND IS PRESUMED TO HAVE
 AV0855'ALSO BEEN DESTROYED.
 AV0855
 AV0855                          STATION RECOVERY (1988)
 AV0855
 AV0855'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2783 ***********************************************************************
 BX2783  DESIGNATION -  SUGAR
 BX2783  PID         -  BX2783
 BX2783  STATE/COUNTY-  LA/NATCHITOCHES
 BX2783  USGS QUAD   -  COUP POINT (1983)
 BX2783
 BX2783                         *CURRENT SURVEY CONTROL
 BX2783  ___________________________________________________________________
 BX2783* NAD 83(1992)-  31 56 26.85151(N)    092 57 11.32267(W)     ADJUSTED  
 BX2783* NAVD 88     -        91.9    (meters)     302.     (feet)  VERTCON   
 BX2783  ___________________________________________________________________
 BX2783  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BX2783  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BX2783
 BX2783  HORZ ORDER  -  FIRST
 BX2783
 BX2783.The horizontal coordinates were established by classical geodetic methods
 BX2783.and adjusted by the National Geodetic Survey in January 1993..
 BX2783
 BX2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2783
 BX2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2783
 BX2783.The geoid height was determined by GEOID03.
 BX2783
 BX2783;                    North         East     Units Scale Factor Converg.
 BX2783;SPC LA N     -   159,837.208   957,157.169   MT  0.99991482   -0 14 22.5
 BX2783;SPC LA N     -   524,399.24  3,140,273.15   sFT  0.99991482   -0 14 22.5
 BX2783;UTM  15      - 3,533,873.931   504,428.529   MT  0.99960024   +0 01 29.2
 BX2783
 BX2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2783!SPC LA N     -   0.99998964  x   0.99991482  =   0.99990446
 BX2783!UTM  15      -   0.99998964  x   0.99960024  =   0.99958989
 BX2783
 BX2783:                Primary Azimuth Mark                     Grid Az
 BX2783:SPC LA N     -  GOLDONNA LOOKOUT TOWER                   000 50 18.9
 BX2783:UTM  15      -  GOLDONNA LOOKOUT TOWER                   000 34 27.2
 BX2783
 BX2783|---------------------------------------------------------------------|
 BX2783| PID    Reference Object                     Distance      Geod. Az  |
 BX2783|                                                           dddmmss.s |
 BX2783| BX2782 GOLDONNA LOOKOUT TOWER              APPROX. 6.4 KM 0003556.4 |
 BX2783| CY5636 SUGAR RM 1                           27.934 METERS 03611     |
 BX2783| BX2776 GUM SPRINGS LOOKOUT TOWER           APPROX.16.8 KM 1055951.2 |
 BX2783| CY5637 SUGAR RM 2                           29.298 METERS 15519     |
 BX2783| CY5635 SUGAR AZ MK                                        1980606.6 |
 BX2783| BX2788 CAMPTI MUNICIPAL TANK               APPROX.16.4 KM 2523132.2 |
 BX2783| BX2785 PLACID OIL CO STANDPIPE             APPROX. 0.6 KM 2612844.5 |
 BX2783| BX2784 PLACID OIL CO RAD TOW KFE 246       415.986 METERS 2811550.9 |
 BX2783|---------------------------------------------------------------------|
 BX2783
 BX2783                          SUPERSEDED SURVEY CONTROL
 BX2783
 BX2783  NAD 83(1986)-  31 56 26.86600(N)    092 57 11.31423(W) AD(       ) 1
 BX2783  NAD 27      -  31 56 26.28404(N)    092 57 10.74455(W) AD(       ) 1
 BX2783  NGVD 29 (07/19/86)   91.9    (m)          302.     (f) VERT ANG       
 BX2783
 BX2783.Superseded values are not recommended for survey control.
 BX2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2783.See file dsdata.txt to determine how the superseded data were derived.
 BX2783
 BX2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR0442933874(NAD 83)
 BX2783_MARKER: DS = TRIANGULATION STATION DISK
 BX2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2783
 BX2783  HISTORY     - Date     Condition        Report By
 BX2783  HISTORY     - 1969     MONUMENTED       CGS
 BX2783  HISTORY     - 20060610 POOR             USPSQD
 BX2783
 BX2783                          STATION DESCRIPTION
 BX2783
 BX2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2783'THE STATION IS ABOUT 9-1/2 MILES EAST AND 3 MILES NORTH OF CAMPTI,
 BX2783'6-1/4 MILES SOUTHWEST OF GOLDONNA AND 5-1/2 MILES EAST AND 2-1/2
 BX2783'MILES SOUTH OF CRESTON, AT THE EDGE OF A CLEARING FOR A PIPE
 BX2783'LINE OWNED BY THE PLACID OIL COMPANY.  THE LAND BORDERING THE
 BX2783'PIPE LINE IS OWNED BY THE BOISE PACIFIC LUMBER COMPANY.
 BX2783'
 BX2783'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND
 BX2783'84 AND STATE HIGHWAY 6 IN CLARENCE, GO EAST ON HIGHWAY 84 FOR 3.7
 BX2783'MILES TO A CROSSROAD AND JUNCTION WITH STATE ROUTE 1226.  TURN
 BX2783'LEFT AND GO NORTHERLY ON ROUTE 1226 FOR 2.8 MILES TO A SIDE ROAD
 BX2783'RIGHT JUST AFTER CROSSING A WOODEN BRIDGE.  CONTINUE NORTHERLY
 BX2783'ON ROUTE 1226 FOR 3.05 MILES TO A CROSSROAD.  TURN LEFT AND GO
 BX2783'NORTH ON A SURFACED ROAD FOR 1.45 MILES TO A SIDE ROAD RIGHT AT
 BX2783'THE END OF THE PAVED ROAD.  CONTINUE NORTH ON THE SAND ROAD
 BX2783'FOR 0.85 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO
 BX2783'NORTHEASTERLY ON THE MAIN TRAVELED ROAD FOR 1.0 MILE TO A
 BX2783'T-INTERSECTION.  TURN LEFT AND GO NORTH ON THE MAIN TRAVELED
 BX2783'ROAD FOR 1.7 MILE TO THE ENTRANCE INTO THE PLACID OIL COMPANY
 BX2783'RECYCLING PLANT ON THE LEFT.  CONTINUE NORTH FOR 0.25 MILE
 BX2783'TO A FORK AND A SIDE ROAD RIGHT AT THE NORTH SIDE OF FORK.
 BX2783'TURN RIGHT AND GO EASTERLY ON THE SAND ROAD FOR 0.25 MILE TO A
 BX2783'PIPE LINE AND THE STATION ON THE LEFT.
 BX2783'
 BX2783'THE STATION MARK IS A STANDARD DISK STAMPED SUGAR 1969, SET IN
 BX2783'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2783'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 86.5 FEET
 BX2783'SOUTH-SOUTHWEST OF THE CENTER OF PIPE LINE VENT PIPE, 32 FEET
 BX2783'NORTH-NORTHEAST OF THE CENTER OF THE SAND ROAD AND 2.5 FEET
 BX2783'NORTH-NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 BX2783'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 BX2783'GROUND SURFACE.
 BX2783'
 BX2783'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SUGAR NO 1
 BX2783'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2783'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BX2783'23.5 FEET EAST-SOUTHEAST OF THE CENTER OF THE PIPE LINE VENT PIPE.
 BX2783'
 BX2783'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SUGAR NO 2 1969,
 BX2783'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2783'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 26 FEET
 BX2783'SOUTH OF THE CENTER OF THE SAND ROAD AND 10 FEET WEST OF A 6-INCH
 BX2783'PINE TREE.
 BX2783'
 BX2783'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUGAR 1969, SET IN
 BX2783'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2783'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 82 FEET
 BX2783'WEST-NORTHWEST OF THE CENTER OF A SAND ROAD, 17.2 FEET WEST OF
 BX2783'A 20-INCH PINE TREE, 10.2 FEET NORTH OF A 16-INCH PINE TREE,
 BX2783'7.5 FEET SOUTHEAST OF A 16-INCH PINE TREE AND 2.2 FEET WEST OF A
 BX2783'METAL WITNESS POST.
 BX2783'
 BX2783'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON THE
 BX2783'SAND ROAD FOR 0.25 MILE TO ROAD INTERSECTION.  TURN LEFT AND GO
 BX2783'SOUTH FOR 0.05 MILE TO A SAND ROAD ON THE LEFT.  TURN LEFT AND
 BX2783'GO SOUTHEASTERLY ON THE SAND ROAD FOR 0.4 MILE TO THE AZIMUTH
 BX2783'MARK ON THE RIGHT.
 BX2783'
 BX2783'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BX2783
 BX2783                          STATION RECOVERY (2006)
 BX2783
 BX2783'RECOVERY NOTE BY US POWER SQUADRON 2006 (MLC)
 BX2783'WITNESS POST OR MARKER MAY HAVE BEEN MOVED. STATION MARK SHOWED
 BX2783'POSSIBLE DAMAGE. WITNESS POST WAS NOT IN ORIGINAL LOCATION IN RELATION
 BX2783'TO MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3079 ***********************************************************************
 AU3079  DESIGNATION -  SUGAR
 AU3079  PID         -  AU3079
 AU3079  STATE/COUNTY-  LA/TERREBONNE
 AU3079  USGS QUAD   -  LAKE THERIOT (1994)
 AU3079
 AU3079                         *CURRENT SURVEY CONTROL
 AU3079  ___________________________________________________________________
 AU3079* NAD 83(1992)-  29 24 39.46869(N)    090 47 02.44468(W)     ADJUSTED  
 AU3079* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3079  **This station is located in a subsidence area (see below).
 AU3079  ___________________________________________________________________
 AU3079  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU3079  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AU3079
 AU3079  HORZ ORDER  -  SECOND
 AU3079
 AU3079.The horizontal coordinates were established by classical geodetic methods
 AU3079.and adjusted by the National Geodetic Survey in January 1993..
 AU3079
 AU3079 ** The orthometric height has not been validated since last determined
 AU3079 ** by differential leveling and should not be used for control purposes.
 AU3079 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3079 ** area with valid NAVD 88 orthometric heights.
 AU3079 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3079 ** epoch indicated which incorporates improved geoid heights for the
 AU3079 ** Southern Louisiana Subsidence area.
 AU3079 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3079.The orthometric height was scaled from a topographic map.
 AU3079
 AU3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3079
 AU3079.The geoid height was determined by GEOID03.
 AU3079
 AU3079;                    North         East     Units Scale Factor Converg.
 AU3079;SPC LA S     -   101,104.676 1,053,310.781   MT  0.99997837   +0 16 28.8
 AU3079;SPC LA S     -   331,707.59  3,455,737.12   sFT  0.99997837   +0 16 28.8
 AU3079;UTM  15      - 3,255,560.676   715,005.713   MT  1.00017044   +1 05 19.0
 AU3079
 AU3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3079!SPC LA S     -   1.00000377  x   0.99997837  =   0.99998214
 AU3079!UTM  15      -   1.00000377  x   1.00017044  =   1.00017421
 AU3079
 AU3079:                Primary Azimuth Mark                     Grid Az
 AU3079:SPC LA S     -  ST MICHAELS PLANTATION MORM CH           031 55 44.5
 AU3079:UTM  15      -  ST MICHAELS PLANTATION MORM CH           031 06 54.3
 AU3079
 AU3079|---------------------------------------------------------------------|
 AU3079| PID    Reference Object                     Distance      Geod. Az  |
 AU3079|                                                           dddmmss.s |
 AU3079| AU3082 ST MICHAELS PLANTATION MORM CH      APPROX. 6.1 KM 0321213.3 |
 AU3079| DD8122 SUGAR AZ MK                                        0425617.6 |
 AU3079| DD8124 SUGAR RM 2                           17.135 METERS 05321     |
 AU3079| DD8123 SUGAR RM 1                           28.960 METERS 31557     |
 AU3079|---------------------------------------------------------------------|
 AU3079
 AU3079                          SUPERSEDED SURVEY CONTROL
 AU3079
 AU3079  NAD 83(1986)-  29 24 39.49045(N)    090 47 02.44947(W) AD(       ) 2
 AU3079  NAD 27      -  29 24 38.70200(N)    090 47 02.12100(W) AD(       ) 2
 AU3079
 AU3079.Superseded values are not recommended for survey control.
 AU3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3079.See file dsdata.txt to determine how the superseded data were derived.
 AU3079
 AU3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1500655561(NAD 83)
 AU3079_MARKER: DS = TRIANGULATION STATION DISK
 AU3079_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU3079_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3079
 AU3079  HISTORY     - Date     Condition        Report By
 AU3079  HISTORY     - 1934     MONUMENTED       CGS
 AU3079  HISTORY     - 1952     GOOD             CGS
 AU3079
 AU3079                          STATION DESCRIPTION
 AU3079
 AU3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3079'STATION IS ON THE E SIDE OF STATE HIGHWAY 247, WHICH PARALLELS THE
 AU3079'E BANK OF BAYOU DE LARGE, 160 METERS (520 FEET) S OF THE FALGOUT
 AU3079'CANAL, IN THE FRONT YARD OF PROPERTY OWNED BY CYPNOU VOISIN, 24
 AU3079'METERS (80 FEET) E OF THE ROAD, 33 METERS (110 FEET) E OF THE
 AU3079'E BANK OF BAYOU DE LARGE AND 8.2 METERS (27 FEET) SW OF THE SW
 AU3079'CORNER OF THE FENCE.
 AU3079'
 AU3079'THE STATION AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 AU3079'IN CONCRETE IN THE TOP OF TILES.
 AU3079'
 AU3079'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3079'IS ON A STRIP OF LAND BETWEEN THE
 AU3079'ROAD AND THE BAYOU, 6 METERS (20 FEET) FROM THE ROAD AND
 AU3079'28.960 METERS (95.01 FEET) FROM THE STATION N 44 DEG 03 MIN W.
 AU3079'
 AU3079'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3079'IS ALONG A FENCE LINE, 23 METERS
 AU3079'(75 FEET) E OF THE ROAD AND 17.135 METERS (56.22 FEET) FROM THE
 AU3079'STATION N 53 DEG 21 MIN E.
 AU3079'
 AU3079'THE AZIMUTH MARK IS 8 METERS (26 FEET) N OF FALGOUT CANAL,
 AU3079'5 METERS (16 FEET) W OF THE ROAD AND N 42 DEG 56 MIN E
 AU3079'FROM THE STATION.
 AU3079
 AU3079                          STATION RECOVERY (1952)
 AU3079
 AU3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3079'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AU3079'REFERENCE MARK 1 AND THE AZIMUTH MARK ARE BELIEVED DESTROYED.
 AU3079'THE PUBLISHED DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION
 AU3079'FOLLOWS--
 AU3079'
 AU3079'STATION IS LOCATED 13.5 MI. S OF THE INTERSECTION OF U.S.
 AU3079'HIGHWAY 90 AND STATE HIGHWAY 247 IN HOUMA, AND 73 FT. SE OF THE
 AU3079'CENTERLINE OF THE ROAD.  IT IS A STANDARD DISK, STAMPED SUGAR
 AU3079'1933 AND RECESSED 3 IN. BELOW THE CONCRETE FLOOR IN A HOLE IN THE
 AU3079'FLOOR OF A CARPORT ON THE SW SIDE OF THE HOUSE.
 AU3079'
 AU3079'REFERENCE MARK 1 WAS SAID (BY THE RESIDENT) TO HAVE BEEN
 AU3079'DESTROYED AND THROWN INTO THE BAYOU.
 AU3079'
 AU3079'REFERENCE MARK 2 IS 18.6 FT. W OF THE SW CORNER OF A SMALL
 AU3079'COTTAGE, 75 FT. SE OF THE CENTERLINE OF THE ROAD, AND 1 FT.
 AU3079'SW OF THE BASE OF A SMALL CAMPHOR TREE.  IT IS A STANDARD DISK,
 AU3079'STAMPED SUGAR NO 2 1933 AND SET IN THE TOP OF A 9- BY 9-IN.
 AU3079'CONCRETE MONUMENT 2 IN. UNDER GROUND.
 AU3079'
 AU3079'THE AZIMUTH MARK IS SAID (BY A LOCAL RESIDENT) TO HAVE BEEN DESTROYED
 AU3079'WHEN A SHRIMP LOADING DOCK WAS BUILT ON THE SITE OF THE MARK.
 AU3079'
 AU3079'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90
 AU3079'IN HOUMA, GO S ON STATE HIGHWAY 247 FOR 13.4 MI. TO A BRIDGE OVER
 AU3079'FALGOUT CANAL, AND THENCE S FOR 0.1 MI. TO THE HOME OF CYPNOU
 AU3079'VOISIN AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1210 ***********************************************************************
 AT1210  DESIGNATION -  SUGAR CENTRAL CHIMNEY
 AT1210  PID         -  AT1210
 AT1210  STATE/COUNTY-  LA/JEFFERSON
 AT1210  USGS QUAD   -  BARATARIA PASS (1993)
 AT1210
 AT1210                         *CURRENT SURVEY CONTROL
 AT1210  ___________________________________________________________________
 AT1210* NAD 83(1992)-  29 16 54.22126(N)    089 55 27.67113(W)     ADJUSTED  
 AT1210* NAVD 88     -                                                        
 AT1210  **This station is located in a subsidence area (see below).
 AT1210  ___________________________________________________________________
 AT1210  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AT1210  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AT1210
 AT1210  HORZ ORDER  -  THIRD
 AT1210
 AT1210.The horizontal coordinates were established by classical geodetic methods
 AT1210.and adjusted by the National Geodetic Survey in January 1993..
 AT1210
 AT1210 ** The orthometric height has not been validated since last determined
 AT1210 ** by differential leveling and should not be used for control purposes.
 AT1210 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1210 ** area with valid NAVD 88 orthometric heights.
 AT1210 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1210 ** epoch indicated which incorporates improved geoid heights for the
 AT1210 ** Southern Louisiana Subsidence area.
 AT1210 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1210
 AT1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1210
 AT1210.The geoid height was determined by GEOID03.
 AT1210
 AT1210;                    North         East     Units Scale Factor Converg.
 AT1210;SPC LA S     -    87,494.129 1,136,912.650   MT  1.00000392   +0 42 16.2
 AT1210;SPC LA S     -   287,053.65  3,730,020.92   sFT  1.00000392   +0 42 16.2
 AT1210;UTM  16      - 3,242,747.649   215,879.197   MT  1.00059623   -1 25 52.6
 AT1210;UTM  15      - 3,243,124.622   798,827.260   MT  1.00070205   +1 30 19.5
 AT1210
 AT1210                          SUPERSEDED SURVEY CONTROL
 AT1210
 AT1210  NAD 83(1986)-  29 16 54.23389(N)    089 55 27.68057(W) AD(       ) 4
 AT1210  NAD 27      -  29 16 53.41700(N)    089 55 27.42600(W) AD(       ) 3
 AT1210
 AT1210.Superseded values are not recommended for survey control.
 AT1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1210.See file dsdata.txt to determine how the superseded data were derived.
 AT1210
 AT1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1587942748(NAD 83)
 AT1210_MARKER: 85 = CHIMNEY
 AT1210
 AT1210  HISTORY     - Date     Condition        Report By
 AT1210  HISTORY     - 1876     FIRST OBSERVED   CGS
 AT1210  HISTORY     - 1934     GOOD             CGS
 AT1210  HISTORY     - 1936     GOOD             CGS
 AT1210  HISTORY     - 1955     GOOD             CGS
 AT1210
 AT1210                          STATION DESCRIPTION
 AT1210
 AT1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1210'THE STATION IS A RED BRICK CHIMNEY (THE REMAINS OF A SUGAR
 AT1210'REFINERY) WHICH IS
 AT1210'BETWEEN BARATARIA LIGHTHOUSE AND PASS ABEL ON
 AT1210'GRAND TERRE ISLAND AT THE SOUTHERN
 AT1210'END OF BARATARIA BAY.  THE
 AT1210'CHIMNEY IS 65 METERS (213 FEET) FROM THE HIGH-WATER
 AT1210'MARK OF THE GULF OF MEXICO.
 AT1210
 AT1210                          STATION RECOVERY (1936)
 AT1210
 AT1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1210'STATION IS SQUARE RED BRICK CHIMNEY, THE REMAINS
 AT1210'OF AN OLD SUGAR
 AT1210'MILL.  THE CHIMNEY FORMS A CONSPICUOUS LANDMARK
 AT1210'BUT SITE WAS NOT ACTUALLY VISITED.
 AT1210
 AT1210                          STATION RECOVERY (1955)
 AT1210
 AT1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1210'A SQUARE RED CHIMNEY, THE REMAINS OF AN OLD SUGAR MILL, WAS OBSERVED
 AT1210'IN THE VICINITY OF THE
 AT1210'STATION SITE.  THE CHIMNEY STILL FORMS A CONSPICUOUS
 AT1210'LANDMARK, BUT THE SITE WAS NOT
 AT1210'ACTUALLY VISITED, AND THE POSITION WAS
 AT1210'NOT VERIFIED BY NEW CUTS.
 AT1210'
 AT1210'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3009 ***********************************************************************
 BK3009  DESIGNATION -  SUGARTOWN
 BK3009  PID         -  BK3009
 BK3009  STATE/COUNTY-  LA/BEAUREGARD
 BK3009  USGS QUAD   -  GRANT (1993)
 BK3009
 BK3009                         *CURRENT SURVEY CONTROL
 BK3009  ___________________________________________________________________
 BK3009* NAD 83(1992)-  30 51 43.49887(N)    092 59 56.96069(W)     ADJUSTED  
 BK3009* NAVD 88     -        52.99   (+/-2cm)     173.9    (feet)  VERTCON   
 BK3009  ___________________________________________________________________
 BK3009  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BK3009  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BK3009
 BK3009  HORZ ORDER  -  FIRST
 BK3009  VERT ORDER  -  THIRD ? (See Below)
 BK3009
 BK3009.The horizontal coordinates were established by classical geodetic methods
 BK3009.and adjusted by the National Geodetic Survey in January 1993..
 BK3009
 BK3009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3009.The vertical order pertains to the NGVD 29 superseded value.
 BK3009
 BK3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3009
 BK3009.The geoid height was determined by GEOID03.
 BK3009
 BK3009;                    North         East     Units Scale Factor Converg.
 BK3009;SPC LA S     -   262,991.295   840,677.832   MT  1.00003849   -0 49 58.6
 BK3009;SPC LA S     -   862,830.61  2,758,123.85   sFT  1.00003849   -0 49 58.6
 BK3009;SPC LA N     -    40,257.833   952,256.234   MT  1.00008300   -0 15 50.1
 BK3009;SPC LA N     -   132,079.24  3,124,193.99   sFT  1.00008300   -0 15 50.1
 BK3009;UTM  15      - 3,414,317.432   500,080.713   MT  0.99960000   +0 00 01.6
 BK3009
 BK3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3009!SPC LA S     -   0.99999591  x   1.00003849  =   1.00003440
 BK3009!SPC LA N     -   0.99999591  x   1.00008300  =   1.00007891
 BK3009!UTM  15      -   0.99999591  x   0.99960000  =   0.99959591
 BK3009
 BK3009|---------------------------------------------------------------------|
 BK3009| PID    Reference Object                     Distance      Geod. Az  |
 BK3009|                                                           dddmmss.s |
 BK3009| CW2360 SUGARTOWN RM 1                       68.135 METERS 07628     |
 BK3009| BK3003 ELIZABETH CALCAS PAPER CO TK        APPROX.19.1 KM 0855918.9 |
 BK3009| BK3004 ELIZABETH UNIVERSAL LUMBER TK       APPROX.19.6 KM 0864903.8 |
 BK3009| CW2361 SUGARTOWN RM 2                       60.890 METERS 16801     |
 BK3009| BK3011 TT 16 F USGS 1935                   347.103 METERS 20521     |
 BK3009|---------------------------------------------------------------------|
 BK3009
 BK3009                          SUPERSEDED SURVEY CONTROL
 BK3009
 BK3009  NAD 83(1986)-  30 51 43.51861(N)    092 59 56.95390(W) AD(       ) 1
 BK3009  NAD 27      -  30 51 42.82500(N)    092 59 56.39900(W) AD(       ) 1
 BK3009  NGVD 29 (07/19/86)   53.05   (m)          174.0    (f) LEVELING    3  
 BK3009
 BK3009.Superseded values are not recommended for survey control.
 BK3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3009.See file dsdata.txt to determine how the superseded data were derived.
 BK3009
 BK3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ0008114317(NAD 83)
 BK3009_MARKER: DS = TRIANGULATION STATION DISK
 BK3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3009
 BK3009  HISTORY     - Date     Condition        Report By
 BK3009  HISTORY     - 1935     MONUMENTED       CGS
 BK3009  HISTORY     - 1936     GOOD             LAGS
 BK3009  HISTORY     - 1937     GOOD             LAGS
 BK3009  HISTORY     - 1943     GOOD             CGS
 BK3009  HISTORY     - 19750301 GOOD             USGS
 BK3009
 BK3009                          STATION DESCRIPTION
 BK3009
 BK3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3009'THIS STATION IS IN THE SW 1/4 SEC. 20, T 2 S, R 6 W, ABOUT
 BK3009'18 MILES ENE OF DERIDDER AND 1.8 MILES NNE OF SUGARTOWN,
 BK3009'IN CUT OVER AREA AMONG A FEW SCATTERED TREES.  176 FEET
 BK3009'NW OF CENTER LINE OF HIGHWAY.  30 FEET NW OF OLD ROAD RUNNING
 BK3009'PARALLEL WITH HIGHWAY.  118 FEET SSW OF 8-INCH BLAZED OAK TREE.
 BK3009'
 BK3009'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3009'DISKS SET IN CONCRETE.
 BK3009'
 BK3009'REFERENCE MARK NO. 1 IS 223.54 FEET ENE OF STATION IN NW
 BK3009'LINE OF HIGHWAY RIGHT-OF-WAY.  104 FEET SE OF OLD ROAD.  28
 BK3009'FEET NW OF CENTER LINE OF HIGHWAY.  THE MARK PROJECTS 2
 BK3009'INCHES.
 BK3009'
 BK3009'REFERENCE MARK NO. 2 IS 199.77 FEET S OF STATION IN NW LINE
 BK3009'OF HIGHWAY RIGHT-OF-WAY.  28 FEET NW OF CENTER LINE OF HIGHWAY.
 BK3009'THE MARK PROJECTS 4 INCHES.
 BK3009'
 BK3009'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 303.74 FEET.
 BK3009'
 BK3009'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK SET IN
 BK3009'AND 8-INCH CONCRETE POST.  0.15 MILE SSW OF THE STATION,
 BK3009'IN SE LINE OF HIGHWAY RIGHT-OF-WAY, OPPOSITE ROAD FROM WHERE
 BK3009'DIM TRAIL TAKES OFF TO THE W.  25 FEET SE OF CENTER LINE
 BK3009'OF HIGHWAY.  20 FEET SW OF A TELEPHONE POLE.  THE MARK PROJECTS
 BK3009'8 INCHES.
 BK3009'
 BK3009'LIGHTS 126 FEET ABOVE STATIONS BUNDICK, TENMILE AND MITTIE
 BK3009'COME INTO VIEW 64 FEET ABOVE THIS STATION, LIGHTS 126 FEET
 BK3009'ABOVE STATION STRACNER COME INTO VIEW 77 FEET ABOVE THIS
 BK3009'STATION, AND LIGHTS 126 FEET ABOVE STATION MARTIN COME INTO
 BK3009'VIEW 103 FEET ABOVE THIS STATION.
 BK3009'
 BK3009'TO REACH THE STATION FROM THE POST OFFICE IN SURGARTOWN,
 BK3009'AND JUNCTIONS OF STATE HIGHWAYS 22 AND 151, GO N ON HIGHWAY
 BK3009'22 FOR 1.8 MILES TO TOP OF SMALL RISE AND STATION TO LEFT.
 BK3009
 BK3009                          STATION RECOVERY (1936)
 BK3009
 BK3009'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK3009'RECOVERED AS DESCRIBED.
 BK3009
 BK3009                          STATION RECOVERY (1937)
 BK3009
 BK3009'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK3009'RECOVERED AS DESCRIBED.
 BK3009
 BK3009                          STATION RECOVERY (1943)
 BK3009
 BK3009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WOS)
 BK3009'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 BK3009'WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  TT 16F
 BK3009'(USGS) IN GOOD CONDITION AS DESCRIBED.
 BK3009
 BK3009                          STATION RECOVERY (1975)
 BK3009
 BK3009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JFS)
 BK3009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3384 ***********************************************************************
 BJ3384  DESIGNATION -  SULLIVAN
 BJ3384  PID         -  BJ3384
 BJ3384  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3384  USGS QUAD   -  COMITE (1996)
 BJ3384
 BJ3384                         *CURRENT SURVEY CONTROL
 BJ3384  ___________________________________________________________________
 BJ3384* NAD 83(1992)-  30 33 32.44916(N)    091 02 23.25702(W)     ADJUSTED  
 BJ3384* NAVD 88     -        19.392  (meters)      63.62   (feet)  ADJUSTED  
 BJ3384  ___________________________________________________________________
 BJ3384  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BJ3384  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3384  DYNAMIC HT  -          19.367 (meters)      63.54  (feet)  COMP
 BJ3384  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ3384
 BJ3384  HORZ ORDER  -  FIRST
 BJ3384  VERT ORDER  -  SECOND    CLASS I
 BJ3384
 BJ3384.The horizontal coordinates were established by classical geodetic methods
 BJ3384.and adjusted by the National Geodetic Survey in January 1993..
 BJ3384
 BJ3384.The orthometric height was determined by differential leveling
 BJ3384.and adjusted by the National Geodetic Survey in February 1994..
 BJ3384
 BJ3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3384
 BJ3384.The geoid height was determined by GEOID03.
 BJ3384
 BJ3384.The dynamic height is computed by dividing the NAVD 88
 BJ3384.geopotential number by the normal gravity value computed on the
 BJ3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3384.degrees latitude (g = 980.6199 gals.).
 BJ3384
 BJ3384.The modeled gravity was interpolated from observed gravity values.
 BJ3384
 BJ3384;                    North         East     Units Scale Factor Converg.
 BJ3384;SPC LA S     -   228,269.529 1,028,161.682   MT  0.99997305   +0 08 48.4
 BJ3384;SPC LA S     -   748,914.28  3,373,227.12   sFT  0.99997305   +0 08 48.4
 BJ3384;UTM  15      - 3,382,366.757   688,006.632   MT  1.00003606   +0 59 48.9
 BJ3384
 BJ3384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3384!SPC LA S     -   1.00000123  x   0.99997305  =   0.99997428
 BJ3384!UTM  15      -   1.00000123  x   1.00003606  =   1.00003729
 BJ3384
 BJ3384:                Primary Azimuth Mark                     Grid Az
 BJ3384:SPC LA S     -  GREENWELL SPRINGS TB HOSP TANK           065 40 20.0
 BJ3384:UTM  15      -  GREENWELL SPRINGS TB HOSP TANK           064 49 19.5
 BJ3384
 BJ3384|---------------------------------------------------------------------|
 BJ3384| PID    Reference Object                     Distance      Geod. Az  |
 BJ3384|                                                           dddmmss.s |
 BJ3384| BJ4645 GREENWELL SPRINGS TB HOSP TANK      APPROX. 5.2 KM 0654908.4 |
 BJ3384| BJ3385 SULLIVAN RM 1                        40.447 METERS 19402     |
 BJ3384| BJ3383 SULLIVAN RM 2                        43.065 METERS 30748     |
 BJ3384| BJ3386 SULLIVAN AZ MK                                     3312535.0 |
 BJ3384|---------------------------------------------------------------------|
 BJ3384
 BJ3384                          SUPERSEDED SURVEY CONTROL
 BJ3384
 BJ3384  NAD 83(1986)-  30 33 32.46685(N)    091 02 23.25434(W) AD(       ) 1
 BJ3384  NAD 27      -  30 33 31.79162(N)    091 02 22.87967(W) AD(       ) 1
 BJ3384  NGVD 29 (07/19/86)   19.5    (m)           64.     (f) VERT ANG       
 BJ3384
 BJ3384.Superseded values are not recommended for survey control.
 BJ3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3384.See file dsdata.txt to determine how the superseded data were derived.
 BJ3384
 BJ3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8800782367(NAD 83)
 BJ3384_MARKER: DS = TRIANGULATION STATION DISK
 BJ3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3384_SP_SET: CONCRETE POST
 BJ3384_STAMPING: SULLIVAN 1970
 BJ3384_MARK LOGO: NGS   
 BJ3384_PROJECTION: FLUSH
 BJ3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3384+STABILITY: SURFACE MOTION
 BJ3384
 BJ3384  HISTORY     - Date     Condition        Report By
 BJ3384  HISTORY     - 1970     MONUMENTED       NGS
 BJ3384  HISTORY     - 1983     GOOD             LADTD
 BJ3384  HISTORY     - 1987     GOOD             LA-033
 BJ3384
 BJ3384                          STATION DESCRIPTION
 BJ3384
 BJ3384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ3384'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF THE CENTER OF BATON
 BJ3384'ROUGE, 9-1/2 MILES SOUTHEAST OF ZACHARY, 8 MILES EAST-SOUTHEAST OF
 BJ3384'BAKER, 7-1/2 MILES NORTH-NORTHWEST OF DENHAM SPRINGS AND IN THE
 BJ3384'NORTH EDGE OF CENTRAL.  IT IS IN THE NORTHWEST CORNER OF SECTION 5,
 BJ3384'T 6 S, R 2 E, AT THE WEST CENTRAL EDGE OF JACKSON PARK AND ON
 BJ3384'PROPERTY OF THE EAST BATON ROUGE, PARK AND RECREATION DEPARTMENT,
 BJ3384'POST OFFICE BOX 458, BATON ROUGE, LOUISIANA 70802.  MR. EUGENE YOUNG
 BJ3384'IS SUPERINTENDENT, PHONE NUMBER 504-348-3106.
 BJ3384'
 BJ3384'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 408 AND 3034
 BJ3384'AT CENTRAL, GO NORTHERLY ON SULLIVAN ROAD FOR 0.4 MILE TO THE
 BJ3384'ENTRANCE TO JACKSON PARK ON THE RIGHT.  (CONTINUE NORTHERLY ON
 BJ3384'SULLIVAN ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST
 BJ3384'SIDE OF ROAD.) TURN RIGHT AND STATION ON THE RIGHT, AS
 BJ3384'DESCRIBED.
 BJ3384'
 BJ3384'STATION MARKS ARE STANDARD DISKS STAMPED SULLIVAN 1970.  THE SURFACE
 BJ3384'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ3384'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 122 FEET EAST OF THE
 BJ3384'CENTERLINE OF SULLIVAN ROAD, 55 FEET NORTH OF A 30 INCH OAK
 BJ3384'TREE, 47 FEET SOUTH OF THE APPROXIMATE CENTER OF DRIVEWAY, 40 FEET
 BJ3384'SOUTH OF A 12 INCH PINE TREE AND 21 FEET EAST-NORTHEAST OF A MARBLE
 BJ3384'MONUMENT.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 BJ3384'MASS OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 BJ3384'
 BJ3384'REFERENCE MARK 1, A STANDARD DISK STAMPED SULLIVAN NO 1 1970, SET IN
 BJ3384'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3384'WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE CENTERLINE OF
 BJ3384'SULLIVAN ROAD, 9 FEET SOUTHWEST OF A SMALL GROUPING OF SWEET-GUM
 BJ3384'TREES, 7 FEET SOUTHEAST OF A 24 INCH PINE TREE AND 1 FOOT EAST OF
 BJ3384'PIPE FENCELINE.
 BJ3384'
 BJ3384'REFERENCE MARK 2, A STANDARD DISK STAMPED SULLIVAN NO 2 1970, SET IN
 BJ3384'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ3384'WITH THE GROUND SURFACE.  IT IS 106 FEET NORTH OF THE APPROXIMATE
 BJ3384'CENTER OF DRIVEWAY, 42 FEET EAST OF THE CENTERLINE OF SULLIVAN ROAD,
 BJ3384'39 FEET SOUTHWEST OF UTILITY POLE AND 0.9 FEET EAST OF PIPE
 BJ3384'FENCELINE.
 BJ3384'
 BJ3384'THE AZIMUTH MARK, A STANDARD DISK STAMPED SULLIVAN 1970, IS SET IN
 BJ3384'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BJ3384'INCHES ABOVE THE GROUND SURFACE.  IT IS 206 FEET NORTH OF THE
 BJ3384'CENTERLINE OF GURNEY ROAD, 38 FEET WEST OF THE CENTERLINE OF
 BJ3384'SULLIVAN ROAD, 28 FEET SOUTHWEST OF AN 8 INCH PINE TREE AND 1.5 FEET
 BJ3384'SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ3384'
 BJ3384'NOTE--NO MEASUREMENT BETWEEN THE REFERENCE MARKS, DUE TO A LARGE GATE
 BJ3384'POST ON LINE.
 BJ3384'
 BJ3384'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BJ3384
 BJ3384                          STATION RECOVERY (1983)
 BJ3384
 BJ3384'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3384'IN CENTRAL.
 BJ3384'IN CENTRAL, ABOUT 0.6 KM (0.4 MILE) NORTH ON SULLIVAN ROAD FROM THE
 BJ3384'JUNCTION WITH STATE HIGHWAY 408 TO THE BENCH MARK ON THE RIGHT AT
 BJ3384'JACKSON PARK, 37.2 METERS (122 FEET) EAST OF THE CENTER OF SULLIVAN
 BJ3384'ROAD, 16.8 METERS (55 FEET) NORTH OF A 30-INCH OAK TREE, 14.3 METERS
 BJ3384'(47 FEET) SOUTH OF THE CENTER OF DRIVE INTO PARK, 12.2 METERS (40
 BJ3384'FEET) SOUTH OF A 12-INCH PINE TREE.
 BJ3384'THE MARK IS 6.40 METERS  NE FROM  THE MARBLE MONUMENT
 BJ3384'THE MARK IS ABOVE LEVEL WITH SULLIVAN ROAD.
 BJ3384
 BJ3384                          STATION RECOVERY (1987)
 BJ3384
 BJ3384'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3384'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ3384'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3085 ***********************************************************************
 CQ3085  DESIGNATION -  SULLIVAN
 CQ3085  PID         -  CQ3085
 CQ3085  STATE/COUNTY-  LA/BIENVILLE
 CQ3085  USGS QUAD   -  JAMESTOWN (1986)
 CQ3085
 CQ3085                         *CURRENT SURVEY CONTROL
 CQ3085  ___________________________________________________________________
 CQ3085* NAD 83(1992)-  32 16 10.95784(N)    093 08 48.23031(W)     ADJUSTED  
 CQ3085* NAVD 88     -       108.0    (meters)     354.     (feet)  VERTCON   
 CQ3085  ___________________________________________________________________
 CQ3085  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CQ3085  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ3085
 CQ3085  HORZ ORDER  -  FIRST
 CQ3085
 CQ3085.The horizontal coordinates were established by classical geodetic methods
 CQ3085.and adjusted by the National Geodetic Survey in January 1993..
 CQ3085
 CQ3085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3085
 CQ3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3085
 CQ3085.The geoid height was determined by GEOID03.
 CQ3085
 CQ3085;                    North         East     Units Scale Factor Converg.
 CQ3085;SPC LA N     -   196,399.893   939,072.369   MT  0.99993355   -0 20 30.9
 CQ3085;SPC LA N     -   644,355.32  3,080,939.93   sFT  0.99993355   -0 20 30.9
 CQ3085;UTM  15      - 3,570,341.153   486,181.224   MT  0.99960235   -0 04 42.0
 CQ3085
 CQ3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3085!SPC LA N     -   0.99998708  x   0.99993355  =   0.99992064
 CQ3085!UTM  15      -   0.99998708  x   0.99960235  =   0.99958944
 CQ3085
 CQ3085|---------------------------------------------------------------------|
 CQ3085| PID    Reference Object                     Distance      Geod. Az  |
 CQ3085|                                                           dddmmss.s |
 CQ3085| CX6343 SULLIVAN RM 1                        18.852 METERS 03017     |
 CQ3085| CX6342 SULLIVAN AZ MK                                     0614100.6 |
 CQ3085| CX6344 SULLIVAN RM 2                        22.553 METERS 27030     |
 CQ3085|---------------------------------------------------------------------|
 CQ3085
 CQ3085                          SUPERSEDED SURVEY CONTROL
 CQ3085
 CQ3085  NAD 83(1986)-  32 16 10.97161(N)    093 08 48.22213(W) AD(       ) 1
 CQ3085  NAD 27      -  32 16 10.40612(N)    093 08 47.63626(W) AD(       ) 1
 CQ3085  NGVD 29 (07/19/86)  108.1    (m)          355.     (f) VERT ANG       
 CQ3085
 CQ3085.Superseded values are not recommended for survey control.
 CQ3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3085.See file dsdata.txt to determine how the superseded data were derived.
 CQ3085
 CQ3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR8618170341(NAD 83)
 CQ3085_MARKER: DS = TRIANGULATION STATION DISK
 CQ3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3085
 CQ3085  HISTORY     - Date     Condition        Report By
 CQ3085  HISTORY     - 1965     MONUMENTED       CGS
 CQ3085  HISTORY     - 1966     GOOD             CGS
 CQ3085
 CQ3085                          STATION DESCRIPTION
 CQ3085
 CQ3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 CQ3085'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF CASTOR, BETWEEN A
 CQ3085'DIRT ROAD LEADING NORTH AND A CURVE IN STATE HIGHWAY 4.  IT IS IN
 CQ3085'THE SW 1/4 OF SEC.24, T 15 N., R 8 W.
 CQ3085'
 CQ3085'TO REACH STATION FROM THE RAILROAD DEPOT IN CASTOR, GO
 CQ3085'NORTHEAST ON STATE HIGHWAY 4 FOR 1.7 MILES TO A SIDE ROAD LEFT
 CQ3085'WHERE THE HIGHWAY TURNS RIGHT.  ANGLE LEFT ON DIRT ROAD AND GO
 CQ3085'NORTH ABOUT 250 FEET TO STATION ON THE RIGHT.
 CQ3085'
 CQ3085'AZIMUTH MARK IS REACHED BY CONTINUING ON HIGHWAY 4, PAST
 CQ3085'STATION, FOR 0.45 MILE TO MARK ON THE LEFT AS DESCRIBED.
 CQ3085'
 CQ3085'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP OF
 CQ3085'A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 CQ3085'GROUND AND IS STAMPED SULLIVAN 1965.  IT IS 56-1/2 FEET WEST OF
 CQ3085'CENTER OF HIGHWAY 4, 37-1/2 FEET EAST OF CENTER OF A SAND ROAD,
 CQ3085'73.2 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A WOOD FRAME
 CQ3085'BUILDING, 63.5 FEET SOUTH OF A FENCELINE AND 4.4 FEET WEST OF A
 CQ3085'METAL WITNESS POST.
 CQ3085'
 CQ3085'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET
 CQ3085'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CQ3085'SURFACE OF THE GROUND AND IS STAMPED SULLIVAN NO 1 1965.  IT IS
 CQ3085'29.5 FEET EAST OF A 30 INCH OAK TREE AND 1.8 FEET SOUTH OF THE
 CQ3085'FENCELINE.
 CQ3085'
 CQ3085'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET
 CQ3085'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CQ3085'SURFACE OF THE GROUND AND IS STAMPED SULLIVAN NO 2 1965.  IT IS
 CQ3085'35-1/2 FEET EAST OF CENTER OF THE SAND ROAD, 33 FEET NORTH OF THE
 CQ3085'CENTER OF ANOTHER SAND ROAD AND 19 FEET NORTH OF AN 18 INCH PINE
 CQ3085'TREE.
 CQ3085'
 CQ3085'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF
 CQ3085'A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND IS
 CQ3085'STAMPED SULLIVAN 1965.  IT IS 32 FEET NORTH OF CENTERLINE OF
 CQ3085'HIGHWAY 4, 130 FEET EAST OF POWERLINE POLE NUMBER 22 AND 2.2 FEET
 CQ3085'SOUTHEAST OF A METAL WITNESS POST.
 CQ3085'
 CQ3085'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 26.32 METERS.
 CQ3085
 CQ3085                          STATION RECOVERY (1966)
 CQ3085
 CQ3085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 CQ3085'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3386 ***********************************************************************
 BJ3386  DESIGNATION -  SULLIVAN AZ MK
 BJ3386  PID         -  BJ3386
 BJ3386  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3386  USGS QUAD   -  COMITE (1996)
 BJ3386
 BJ3386                         *CURRENT SURVEY CONTROL
 BJ3386  ___________________________________________________________________
 BJ3386* NAD 83(1986)-  30 33 43.     (N)    091 02 30.     (W)     SCALED    
 BJ3386* NAVD 88     -        20.049  (meters)      65.78   (feet)  ADJUSTED  
 BJ3386  ___________________________________________________________________
 BJ3386  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3386  DYNAMIC HT  -          20.023 (meters)      65.69  (feet)  COMP
 BJ3386  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ3386
 BJ3386  VERT ORDER  -  SECOND    CLASS I
 BJ3386
 BJ3386.The horizontal coordinates were scaled from a topographic map and have
 BJ3386.an estimated accuracy of +/- 6 seconds.
 BJ3386
 BJ3386.The orthometric height was determined by differential leveling
 BJ3386.and adjusted by the National Geodetic Survey in February 1994..
 BJ3386
 BJ3386.The geoid height was determined by GEOID03.
 BJ3386
 BJ3386.The dynamic height is computed by dividing the NAVD 88
 BJ3386.geopotential number by the normal gravity value computed on the
 BJ3386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3386.degrees latitude (g = 980.6199 gals.).
 BJ3386
 BJ3386.The modeled gravity was interpolated from observed gravity values.
 BJ3386
 BJ3386;                    North         East    Units  Estimated Accuracy
 BJ3386;SPC LA S     -   228,590.    1,027,980.      MT  (+/- 180 meters Scaled)
 BJ3386
 BJ3386                          SUPERSEDED SURVEY CONTROL
 BJ3386
 BJ3386.No superseded survey control is available for this station.
 BJ3386
 BJ3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP878826(NAD 83)
 BJ3386_MARKER: DZ = AZIMUTH MARK DISK
 BJ3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3386_SP_SET: CONCRETE POST
 BJ3386_STAMPING: SULLIVAN 1970
 BJ3386_MARK LOGO: NGS   
 BJ3386_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3386+STABILITY: SURFACE MOTION
 BJ3386
 BJ3386  HISTORY     - Date     Condition        Report By
 BJ3386  HISTORY     - 1970     MONUMENTED       NGS
 BJ3386  HISTORY     - 1983     GOOD             LADTD
 BJ3386  HISTORY     - 1987     GOOD             LA-033
 BJ3386
 BJ3386                          STATION DESCRIPTION
 BJ3386
 BJ3386'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3386'IN CENTRAL.
 BJ3386'IN CENTRAL, ABOUT 1 KM (0.6 MILE) NORTH ON SULLIVAN ROAD FROM THE
 BJ3386'JUNCTION WITH STATE HIGHWAY 408 TO THE BENCH MARK ON THE LEFT AND
 BJ3386'NORTH OF GURNEY ROAD, 62.8 METERS (206 FEET) NORTH OF THE CENTER OF
 BJ3386'GURNEY ROAD, 11.6 METERS (38 FEET) WEST OF THE CENTER OF SULLIVAN
 BJ3386'ROAD, 8.5 METERS (28 FEET) SOUTHWEST OF AN 8-INCH PINE TREE.
 BJ3386'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 BJ3386'THE MARK IS ABOVE LEVEL WITH SULLIVAN ROAD.
 BJ3386
 BJ3386                          STATION RECOVERY (1987)
 BJ3386
 BJ3386'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3385 ***********************************************************************
 BJ3385  DESIGNATION -  SULLIVAN RM 1
 BJ3385  PID         -  BJ3385
 BJ3385  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3385  USGS QUAD   -  COMITE (1996)
 BJ3385
 BJ3385                         *CURRENT SURVEY CONTROL
 BJ3385  ___________________________________________________________________
 BJ3385* NAD 83(1986)-  30 33 32.     (N)    091 02 23.     (W)     SCALED    
 BJ3385* NAVD 88     -        19.511  (meters)      64.01   (feet)  ADJUSTED  
 BJ3385  ___________________________________________________________________
 BJ3385  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3385  DYNAMIC HT  -          19.486 (meters)      63.93  (feet)  COMP
 BJ3385  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ3385
 BJ3385  VERT ORDER  -  SECOND    CLASS I
 BJ3385
 BJ3385.The horizontal coordinates were scaled from a topographic map and have
 BJ3385.an estimated accuracy of +/- 6 seconds.
 BJ3385
 BJ3385.The orthometric height was determined by differential leveling
 BJ3385.and adjusted by the National Geodetic Survey in February 1994..
 BJ3385
 BJ3385.The geoid height was determined by GEOID03.
 BJ3385
 BJ3385.The dynamic height is computed by dividing the NAVD 88
 BJ3385.geopotential number by the normal gravity value computed on the
 BJ3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3385.degrees latitude (g = 980.6199 gals.).
 BJ3385
 BJ3385.The modeled gravity was interpolated from observed gravity values.
 BJ3385
 BJ3385;                    North         East    Units  Estimated Accuracy
 BJ3385;SPC LA S     -   228,260.    1,028,170.      MT  (+/- 180 meters Scaled)
 BJ3385
 BJ3385                          SUPERSEDED SURVEY CONTROL
 BJ3385
 BJ3385.No superseded survey control is available for this station.
 BJ3385
 BJ3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP880823(NAD 83)
 BJ3385_MARKER: DR = REFERENCE MARK DISK
 BJ3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3385_SP_SET: CONCRETE POST
 BJ3385_STAMPING: SULLIVAN NO 1 1970
 BJ3385_MARK LOGO: NGS   
 BJ3385_PROJECTION: FLUSH
 BJ3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3385+STABILITY: SURFACE MOTION
 BJ3385
 BJ3385  HISTORY     - Date     Condition        Report By
 BJ3385  HISTORY     - 1970     MONUMENTED       NGS
 BJ3385  HISTORY     - 1983     GOOD             LADTD
 BJ3385  HISTORY     - 1987     GOOD             LA-033
 BJ3385
 BJ3385                          STATION DESCRIPTION
 BJ3385
 BJ3385'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3385'IN CENTRAL.
 BJ3385'IN CENTRAL, ABOUT 0.6 KM (0.4 MILE) NORTH ON SULLIVAN ROAD FROM THE
 BJ3385'JUNCTION WITH STATE HIGHWAY 408 TO THE BENCH MARK ON THE RIGHT AT
 BJ3385'JACKSON PARK, 12.2 METERS (40 FEET) EAST OF THE CENTER OF SULLIVAN
 BJ3385'ROAD, 2.7 METERS (9 FEET) SOUTHWEST OF A SMALL GROUPING OF SWEET GUM
 BJ3385'TREES.
 BJ3385'THE MARK IS 2.13 METERS  E FROM  THE 24-INCH PINE TREE
 BJ3385'THE MARK IS ABOVE LEVEL WITH SULLIVAN ROAD.
 BJ3385
 BJ3385                          STATION RECOVERY (1987)
 BJ3385
 BJ3385'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3383 ***********************************************************************
 BJ3383  DESIGNATION -  SULLIVAN RM 2
 BJ3383  PID         -  BJ3383
 BJ3383  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3383  USGS QUAD   -  COMITE (1996)
 BJ3383
 BJ3383                         *CURRENT SURVEY CONTROL
 BJ3383  ___________________________________________________________________
 BJ3383* NAD 83(1986)-  30 33 34.     (N)    091 02 23.     (W)     SCALED    
 BJ3383* NAVD 88     -        19.564  (meters)      64.19   (feet)  ADJUSTED  
 BJ3383  ___________________________________________________________________
 BJ3383  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ3383  DYNAMIC HT  -          19.538 (meters)      64.10  (feet)  COMP
 BJ3383  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BJ3383
 BJ3383  VERT ORDER  -  SECOND    CLASS I
 BJ3383
 BJ3383.The horizontal coordinates were scaled from a topographic map and have
 BJ3383.an estimated accuracy of +/- 6 seconds.
 BJ3383
 BJ3383.The orthometric height was determined by differential leveling
 BJ3383.and adjusted by the National Geodetic Survey in February 1994..
 BJ3383
 BJ3383.The geoid height was determined by GEOID03.
 BJ3383
 BJ3383.The dynamic height is computed by dividing the NAVD 88
 BJ3383.geopotential number by the normal gravity value computed on the
 BJ3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3383.degrees latitude (g = 980.6199 gals.).
 BJ3383
 BJ3383.The modeled gravity was interpolated from observed gravity values.
 BJ3383
 BJ3383;                    North         East    Units  Estimated Accuracy
 BJ3383;SPC LA S     -   228,320.    1,028,170.      MT  (+/- 180 meters Scaled)
 BJ3383
 BJ3383                          SUPERSEDED SURVEY CONTROL
 BJ3383
 BJ3383.No superseded survey control is available for this station.
 BJ3383
 BJ3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP880824(NAD 83)
 BJ3383_MARKER: DR = REFERENCE MARK DISK
 BJ3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3383_SP_SET: CONCRETE POST
 BJ3383_STAMPING: SULLIVAN NO 2 1970
 BJ3383_MARK LOGO: NGS   
 BJ3383_PROJECTION: FLUSH
 BJ3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3383+STABILITY: SURFACE MOTION
 BJ3383
 BJ3383  HISTORY     - Date     Condition        Report By
 BJ3383  HISTORY     - 1970     MONUMENTED       NGS
 BJ3383  HISTORY     - 1983     GOOD             LADTD
 BJ3383  HISTORY     - 1987     GOOD             LA-033
 BJ3383
 BJ3383                          STATION DESCRIPTION
 BJ3383
 BJ3383'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3383'IN CENTRAL.
 BJ3383'IN CENTRAL, ABOUT 0.6 KM (0.4 MILE) NORTH ON SULLIVAN ROAD FROM THE
 BJ3383'JUNCTION WITH STATE HIGHWAY 408 TO THE BENCH MARK ON THE RIGHT AT
 BJ3383'JACKSON PARK, 32.3 METERS (106 FEET) NORTH OF THE DRIVE INTO PARK,
 BJ3383'12.8 METERS (42 FEET) EAST OF THE CENTER OF SULLIVAN ROAD.
 BJ3383'THE MARK IS 11.9 METERS  SW FROM  THE UTILITY POLE
 BJ3383'THE MARK IS ABOVE LEVEL WITH SULLIVAN ROAD.
 BJ3383
 BJ3383                          STATION RECOVERY (1987)
 BJ3383
 BJ3383'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1191 ***********************************************************************
 AT1191  DESIGNATION -  SULPHUR
 AT1191  PID         -  AT1191
 AT1191  STATE/COUNTY-  LA/PLAQUEMINES
 AT1191  USGS QUAD   -  BAY BATISTE (1993)
 AT1191
 AT1191                         *CURRENT SURVEY CONTROL
 AT1191  ___________________________________________________________________
 AT1191* NAD 83(1992)-  29 22 46.81110(N)    089 46 52.36190(W)     ADJUSTED  
 AT1191* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1191  **This station is located in a subsidence area (see below).
 AT1191  ___________________________________________________________________
 AT1191  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AT1191  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AT1191
 AT1191  HORZ ORDER  -  SECOND
 AT1191
 AT1191.The horizontal coordinates were established by classical geodetic methods
 AT1191.and adjusted by the National Geodetic Survey in January 1993..
 AT1191
 AT1191 ** The orthometric height has not been validated since last determined
 AT1191 ** by differential leveling and should not be used for control purposes.
 AT1191 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1191 ** area with valid NAVD 88 orthometric heights.
 AT1191 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1191 ** epoch indicated which incorporates improved geoid heights for the
 AT1191 ** Southern Louisiana Subsidence area.
 AT1191 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1191.The orthometric height was scaled from a topographic map.
 AT1191
 AT1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1191
 AT1191.The geoid height was determined by GEOID03.
 AT1191
 AT1191;                    North         East     Units Scale Factor Converg.
 AT1191;SPC LA S     -    98,528.752 1,150,674.061   MT  0.99998409   +0 46 33.9
 AT1191;SPC LA S     -   323,256.41  3,775,169.82   sFT  0.99998409   +0 46 33.9
 AT1191;UTM  16      - 3,253,266.871   230,050.642   MT  1.00049929   -1 21 55.0
 AT1191
 AT1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1191!SPC LA S     -   1.00000381  x   0.99998409  =   0.99998790
 AT1191!UTM  16      -   1.00000381  x   1.00049929  =   1.00050310
 AT1191
 AT1191|---------------------------------------------------------------------|
 AT1191| PID    Reference Object                     Distance      Geod. Az  |
 AT1191|                                                           dddmmss.s |
 AT1191| DD8127 SULPHUR RM 1                         25.681 METERS 10914     |
 AT1191| DD8126 SULPHUR AZ MK                                      1640231.2 |
 AT1191| AT1187 GRAND ECAILLE FREEPORT CO MAST       30.039 METERS 20433     |
 AT1191| DD8128 SULPHUR RM 2                         25.183 METERS 20613     |
 AT1191| AT1190 GRAND ECAILLE FREEPORT CO STK        95.582 METERS 35917     |
 AT1191|---------------------------------------------------------------------|
 AT1191
 AT1191                          SUPERSEDED SURVEY CONTROL
 AT1191
 AT1191  NAD 83(1986)-  29 22 46.82190(N)    089 46 52.36963(W) AD(       ) 2
 AT1191  NAD 27      -  29 22 46.02721(N)    089 46 52.12838(W) AD(       ) 2
 AT1191
 AT1191.Superseded values are not recommended for survey control.
 AT1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1191.See file dsdata.txt to determine how the superseded data were derived.
 AT1191
 AT1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3005153267(NAD 83)
 AT1191_MARKER: DS = TRIANGULATION STATION DISK
 AT1191_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1191+WITH SETTING: INFORMATION.
 AT1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1191
 AT1191  HISTORY     - Date     Condition        Report By
 AT1191  HISTORY     - 1966     MONUMENTED       CGS
 AT1191  HISTORY     - 1969     GOOD             LOCENG
 AT1191  HISTORY     - 1971     GOOD             USGS
 AT1191
 AT1191                          STATION DESCRIPTION
 AT1191
 AT1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1191'THE STATION IS LOCATED ON THE GROUNDS OF THE LAKE GRANDE ECAILLE
 AT1191'PLANT OF THE
 AT1191'FREEPORT SULPHUR CO., ABOUT 8-1/2 MILES SOUTHWEST OF PORT
 AT1191'SULPHUR, 11 MILES WEST OF
 AT1191'EMPIRE AND ON THE EAST SHORE OF LAKE GRANDE
 AT1191'ECAILLE.
 AT1191'
 AT1191'THE STATION MARK IS A STANDARD DISK STAMPED SULPHUR 1966, CRIMPED
 AT1191'TO THE TOP OF A
 AT1191'5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1191'ENCASED IN A 4 INCH ORANGEBURG
 AT1191'PIPE WHICH PROJECTS 2.3 FEET.  IT IS 2.6
 AT1191'FEET NORTHEAST OF A METAL WITNESS POST, 29 FEET
 AT1191'SOUTH OF AN ELEVATED
 AT1191'WOODEN WALKWAY, 30 FEET EAST OF AN ELEVATED WOODEN WALKWAY AND 56
 AT1191'FEET SOUTH OF THE
 AT1191'SOUTH EDGE OF A LARGE BUILDING.
 AT1191'
 AT1191'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SULPHUR NO 1 1966
 AT1191'CRIMPED TO THE TOP
 AT1191'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.  IT
 AT1191'IS ENCASED IN A 4 INCH ORANGEBURG
 AT1191'PIPE WHICH PROJECTS 2.2 FEET.  IT IS 1
 AT1191'FOOT EAST OF A METAL WITNESS POST AND 86 FEET
 AT1191'SOUTHEAST OF A METAL
 AT1191'WITNESS POST.
 AT1191'
 AT1191'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SULPHUR NO 2 1966,
 AT1191'CEMENTED IN A
 AT1191'DRILL HOLE IN A CONCRETE FOUNDATION WHICH PROJECTS ABOUT
 AT1191'1 FOOT ABOVE THE GROUND.  IT IS
 AT1191'5 FEET WEST OF A PYRAMID SHAPED CONCRETE
 AT1191'PILLAR ABOUT 4 FEET HIGH, 10 FEET SOUTH OF THE
 AT1191'SOUTHEAST CORNER OF A
 AT1191'SMALL SHEET METAL BUILDING, 81 FEET SOUTHWEST OF THE METAL
 AT1191'WITNESS POST AND 16
 AT1191'FEET NORTH OF THE CENTER OF THE BASE OF A MAST.
 AT1191'
 AT1191'AZIMUTH MARK IS A STANDARD DISK STAMPED SULPHUR 1966, CRIMPED TO
 AT1191'THE TOP OF A 5/8
 AT1191'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1191'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT1191'WHICH PROJECTS 2.5 FEET.  IT IS 1.5
 AT1191'FEET NORTH OF A METAL WITNESS POST AND 130 FEET WEST
 AT1191'OF THE WEST EDGE
 AT1191'OF A CANAL.
 AT1191'
 AT1191'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH-SOUTHEAST FOR
 AT1191'0.15 MILE TO THE
 AT1191'MARK IN A MARSHY AREA.
 AT1191'
 AT1191'NOTE- STATION CAN BE REACHED BY BOAT OF FLOAT PLANE.
 AT1191'
 AT1191'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 AT1191
 AT1191                          STATION RECOVERY (1969)
 AT1191
 AT1191'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (HGS)
 AT1191'SULPHUR 1966 RECOVERED GOOD, DESCRIPTION ADEQUATE - AZIMUTH MARK
 AT1191'RECOVERED AND FOUND TO BE A DISTANCE OF 1000.33 FEET FROM SULPHUR
 AT1191'(BY ELECTRONIC MEASUREMENT)
 AT1191
 AT1191                          STATION RECOVERY (1971)
 AT1191
 AT1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT1191'SULPHUR 1966 SULPHUR AND RMS 1 AND 2 FOUND IN GOOD CONDITION AS
 AT1191'DESCRIBED.  DISTANCES CHECKED O.K, ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3174 ***********************************************************************
 BK3174  DESIGNATION -  SULPHUR MUNICIPAL TANK
 BK3174  PID         -  BK3174
 BK3174  STATE/COUNTY-  LA/CALCASIEU
 BK3174  USGS QUAD   -  SULPHUR (1994)
 BK3174
 BK3174                         *CURRENT SURVEY CONTROL
 BK3174  ___________________________________________________________________
 BK3174* NAD 83(1992)-  30 14 17.76104(N)    093 22 35.99613(W)     ADJUSTED  
 BK3174* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 BK3174  **This station is located in a subsidence area (see below).
 BK3174  ___________________________________________________________________
 BK3174  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK3174  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3174
 BK3174  HORZ ORDER  -  SECOND
 BK3174
 BK3174.The horizontal coordinates were established by classical geodetic methods
 BK3174.and adjusted by the National Geodetic Survey in January 1993..
 BK3174
 BK3174 ** The orthometric height has not been validated since last determined
 BK3174 ** by differential leveling and should not be used for control purposes.
 BK3174 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3174 ** area with valid NAVD 88 orthometric heights.
 BK3174 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3174 ** epoch indicated which incorporates improved geoid heights for the
 BK3174 ** Southern Louisiana Subsidence area.
 BK3174 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3174.The orthometric height was scaled from a topographic map.
 BK3174
 BK3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3174
 BK3174.The geoid height was determined by GEOID03.
 BK3174
 BK3174;                    North         East     Units Scale Factor Converg.
 BK3174;SPC LA S     -   194,430.914   803,342.492   MT  0.99993429   -1 01 18.1
 BK3174;SPC LA S     -   637,895.42  2,635,632.83   sFT  0.99993429   -1 01 18.1
 BK3174;UTM  15      - 3,345,247.733   463,758.443   MT  0.99961620   -0 11 22.9
 BK3174
 BK3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3174!SPC LA S     -   1.00000429  x   0.99993429  =   0.99993858
 BK3174!UTM  15      -   1.00000429  x   0.99961620  =   0.99962049
 BK3174
 BK3174:                Primary Azimuth Mark                     Grid Az
 BK3174:SPC LA S     -  ROSE 1932                                142 49 33.5
 BK3174:UTM  15      -  ROSE 1932                                141 59 38.3
 BK3174
 BK3174|---------------------------------------------------------------------|
 BK3174| PID    Reference Object                     Distance      Geod. Az  |
 BK3174|                                                           dddmmss.s |
 BK3174| BK3149 ROSE 1932                           APPROX. 8.9 KM 1414815.4 |
 BK3174|---------------------------------------------------------------------|
 BK3174
 BK3174                          SUPERSEDED SURVEY CONTROL
 BK3174
 BK3174  NAD 83(1986)-  30 14 17.78035(N)    093 22 35.98667(W) AD(       ) 2
 BK3174  NAD 27      -  30 14 17.04073(N)    093 22 35.42544(W) AD(       ) 2
 BK3174
 BK3174.Superseded values are not recommended for survey control.
 BK3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3174.See file dsdata.txt to determine how the superseded data were derived.
 BK3174
 BK3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6375845248(NAD 83)
 BK3174_MARKER: 51 = TANK
 BK3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3174+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 BK3174
 BK3174  HISTORY     - Date     Condition        Report By
 BK3174  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3174  HISTORY     - 20021102 GOOD             USPSQD
 BK3174  HISTORY     - 20040202 GOOD             USPSQD
 BK3174
 BK3174                          STATION DESCRIPTION
 BK3174
 BK3174'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3794 ***********************************************************************
 BJ3794  DESIGNATION -  SUMA
 BJ3794  PID         -  BJ3794
 BJ3794  STATE/COUNTY-  LA/LIVINGSTON
 BJ3794  USGS QUAD   -  WALKER (1991)
 BJ3794
 BJ3794                         *CURRENT SURVEY CONTROL
 BJ3794  ___________________________________________________________________
 BJ3794* NAD 83(1992)-  30 28 23.30322(N)    090 47 51.62119(W)     ADJUSTED  
 BJ3794* NAVD 88     -        17.7    (meters)      58.     (feet)  VERTCON   
 BJ3794  ___________________________________________________________________
 BJ3794  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ3794  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ3794
 BJ3794  HORZ ORDER  -  SECOND
 BJ3794
 BJ3794.The horizontal coordinates were established by classical geodetic methods
 BJ3794.and adjusted by the National Geodetic Survey in January 1993..
 BJ3794
 BJ3794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3794
 BJ3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3794
 BJ3794.The geoid height was determined by GEOID03.
 BJ3794
 BJ3794;                    North         East     Units Scale Factor Converg.
 BJ3794;SPC LA S     -   218,833.921 1,051,434.719   MT  0.99995960   +0 16 04.2
 BJ3794;SPC LA S     -   717,957.62  3,449,582.07   sFT  0.99995960   +0 16 04.2
 BJ3794;UTM  15      - 3,373,276.225   711,420.020   MT  1.00015145   +1 07 02.2
 BJ3794
 BJ3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3794!SPC LA S     -   1.00000147  x   0.99995960  =   0.99996107
 BJ3794!UTM  15      -   1.00000147  x   1.00015145  =   1.00015292
 BJ3794
 BJ3794:                Primary Azimuth Mark                     Grid Az
 BJ3794:SPC LA S     -  SUMA AZ MK                               017 26 00.8
 BJ3794:UTM  15      -  SUMA AZ MK                               016 35 02.8
 BJ3794
 BJ3794|---------------------------------------------------------------------|
 BJ3794| PID    Reference Object                     Distance      Geod. Az  |
 BJ3794|                                                           dddmmss.s |
 BJ3794| BJ3795 SUMA AZ MK                                         0174205.0 |
 BJ3794| CW2362 SUMA RM 1                            18.124 METERS 19922     |
 BJ3794| BJ4511 SUMA LDH 1973 A POINT                19.583 METERS 22908     |
 BJ3794| CW2363 SUMA RM 2                             9.449 METERS 27759     |
 BJ3794|---------------------------------------------------------------------|
 BJ3794
 BJ3794                          SUPERSEDED SURVEY CONTROL
 BJ3794
 BJ3794  NAD 83(1986)-  30 28 23.32106(N)    090 47 51.61862(W) AD(       ) 2
 BJ3794  NAD 27      -  30 28 22.63428(N)    090 47 51.26921(W) AD(       ) 2
 BJ3794  NGVD 29 (07/19/86)   17.7    (m)           58.     (f) VERT ANG       
 BJ3794
 BJ3794.Superseded values are not recommended for survey control.
 BJ3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3794.See file dsdata.txt to determine how the superseded data were derived.
 BJ3794
 BJ3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1142073276(NAD 83)
 BJ3794_MARKER: DE = TRAVERSE STATION DISK
 BJ3794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3794_SP_SET: CONCRETE POST
 BJ3794_STAMPING: SUMA 1973
 BJ3794_MARK LOGO: LADH  
 BJ3794_PROJECTION: FLUSH
 BJ3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3794+STABILITY: SURFACE MOTION
 BJ3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3794+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BJ3794
 BJ3794  HISTORY     - Date     Condition        Report By
 BJ3794  HISTORY     - 1973     MONUMENTED       LADH
 BJ3794  HISTORY     - 1973     GOOD             NGS
 BJ3794  HISTORY     - 1983     GOOD             LADTD
 BJ3794  HISTORY     - 20060502 GOOD             NGS
 BJ3794
 BJ3794                          STATION DESCRIPTION
 BJ3794
 BJ3794'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ3794'THE STATION IS LOCATED 4 MILES SOUTHEAST OF CORBIN, 3 MILES SOUTHWEST
 BJ3794'OF LIVINGSTON AND 2.1 MILES SOUTH OF SATSUMA, IN THE NORTHWEST 1/4
 BJ3794'OF SECTION 3, T7S, R4E, AND ON THE PROPERTY OWNED BY THE LOUISIANA
 BJ3794'DEPARTMENT OF HIGHWAYS.
 BJ3794'
 BJ3794'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 190 AND THE
 BJ3794'PORT VINCENT ROAD IN SATSUMA, GO SOUTH ALONG THE PORT VINCENT ROAD
 BJ3794'FOR 2.2 MILES TO THE INTERCHANGE ON INTERSTATE 12.  THE STATION IS
 BJ3794'SET NEAR THE SOUTHEAST CORNER OF THE OVERPASS.
 BJ3794'
 BJ3794'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE PORT
 BJ3794'VINCENT ROAD FOR 0.3 MILE.  THE MARK IS SET ON THE RIGHT AND EAST OF
 BJ3794'THE ROAD NEAR A FENCE AND A POWER POLE.
 BJ3794'
 BJ3794'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3794'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3794'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ3794'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ3794'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ3794'STAMPED SUMA 1973.  THE MARK IS 15 FEET EAST OF THE CENTER OF THE
 BJ3794'PORT VINCENT ROAD, 6 FEET SOUTHEAST OF THE CORNER OF THE OVERPASS
 BJ3794'(SOUTHEAST CORNER), 3.5 FEET EAST OF A METAL GUARD RAIL, AND 1
 BJ3794'FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 BJ3794'
 BJ3794'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3794'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3794'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3794'STAMPED SUMA R. M. 1 1973.  IT IS 66 FEET SOUTH OF THE SOUTHWEST
 BJ3794'END OF THE OVERPASS, 16 FEET EAST OF THE CENTER OF THE PORT VINCENT
 BJ3794'ROAD, AND 2.5 FEET EAST OF A METAL GUARD RAIL.
 BJ3794'
 BJ3794'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3794'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE CURB
 BJ3794'OF THE SOUTHWEST CORNER OF THE OVERPASS FLUSH WITH THE CURB AND 8
 BJ3794'INCHES ABOVE THE ROADWAY.  IT IS STAMPED SUMA R. M. 2 1973.  IT IS
 BJ3794'14 FEET WEST OF THE CENTER OF THE PORT VINCENT ROAD, 4 FEET SOUTH OF
 BJ3794'THE OVERPASS ABUTMENT, AND 2.5 FEET WEST OF A METAL GUARD RAIL.
 BJ3794'
 BJ3794'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3794'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3794'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3794'STAMPED SUMA AZ. MK. 1973.  IT IS 45 FEET EAST OF POWER POLE (NO.
 BJ3794'28), 44 FEET WEST OF A 20 INCH PINE TREE, 31 FEET SOUTHEAST OF THE
 BJ3794'CENTER OF THE PORT VINCENT ROAD, 5 FEET SOUTHEAST OF A FENCE, AND
 BJ3794'1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ3794'
 BJ3794'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ3794
 BJ3794                          STATION RECOVERY (1973)
 BJ3794
 BJ3794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RT)
 BJ3794'THE STATION WAS VISITED 7/30/73 AND THE STATION MARK, AZIMUTH MARK
 BJ3794'AND RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
 BJ3794'
 BJ3794'THE STATION IS LOCATED 4 MILES SOUTHEAST OF CORBIN AND 3 MILES
 BJ3794'SOUTHWEST OF LIVINGSTON, IN THE NORTHWEST QUARTER OF SECTION 3, T7S,
 BJ3794'R4E, AND ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ3794'IT IS 15 FEET EAST OF THE CENTER OF THE PORT VINCENT ROAD, 6 FEET
 BJ3794'SOUTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS, 3.5 FEET EAST
 BJ3794'OF A METAL GUARD RAIL, AND 1 FOOT SOUTH OF A METAL WITNESS POST AND
 BJ3794'SIGN.
 BJ3794'
 BJ3794'IT IS A STANDARD TRAVERSE DISK, STAMPED SUMA 1973, FLUSH WITH THE
 BJ3794'GROUND.
 BJ3794'
 BJ3794'REFERENCE MARK NO. 1 IS 59.46 FEET SOUTH OF THE STATION.  IT IS 66
 BJ3794'FEET SOUTH OF THE SOUTHWEST END OF THE OVERPASS, 16 FEET EAST OF THE
 BJ3794'CENTER OF THE PORT VINCENT ROAD, AND 2.5 FEET EAST OF A METAL GUARD
 BJ3794'RAIL.  IT IS A STANDARD DISK, STAMPED SUMA RM 1 1973, FLUSH WITH
 BJ3794'THE GROUND.
 BJ3794'
 BJ3794'REFERENCE MARK NO. 2 IS 31.00 FEET NORTHWEST OF THE STATION.  IT IS
 BJ3794'14 FEET WEST OF THE CENTER OF THE PORT VINCENT ROAD, 4 FEET SOUTH OF
 BJ3794'THE OVERPASS ABUTMENT, AND 2.5 FEET WEST OF A METAL GUARD RAIL, SET
 BJ3794'IN A DRILL HOLE IN THE CURB OF THE SOUTHWEST CORNER OF THE
 BJ3794'OVERPASS, FLUSH WITH THE CURB.  IT IS A STANDARD REFERENCE MARK DISK
 BJ3794'STAMPED SUMA RM 2 1973.
 BJ3794'
 BJ3794'THE AZIMUTH MARK IS 0.3 MILE NORTH-NORTHEAST OF THE STATION.  IT IS
 BJ3794'45 FEET EAST OF POWER POLE NO. 28, 44 FEET WEST OF A 20-INCH PINE
 BJ3794'TREE, 31 FEET SOUTHEAST OF THE CENTER OF THE PORT VINCENT ROAD, 5
 BJ3794'FEET SOUTHEAST OF A FENCE AND 1.5 FEET NORTH OF A METAL WITNESS
 BJ3794'POST AND SIGN.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED SUMA
 BJ3794'AZ. MK. 1973, FLUSH WITH THE GROUND.
 BJ3794'
 BJ3794'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 190 AND THE PORT
 BJ3794'VINCENT ROAD IN SATSUMA, GO SOUTH ALONG THE PORT VINCENT ROAD FOR
 BJ3794'2.2 MILES TO THE INTERCHANGE ON INTERSTATE 12.  THE STATION IS SET
 BJ3794'NEAR THE SOUTHEAST CORNER OF THE OVERPASS.
 BJ3794'
 BJ3794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.1 MILES SOUTH OF
 BJ3794'SATSUMA.
 BJ3794
 BJ3794                          STATION RECOVERY (1983)
 BJ3794
 BJ3794'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3794'6.4 KM (4.0 MI) SE FROM WALKER.
 BJ3794'ABOUT 2.1 KM (1.3 MI) SOUTH ON STATE HIGHWAY 447 FROM THE JUNCTION OF
 BJ3794'HIGHWAY 447 AND US HIGHWAY 190 IN WALKER TO THE JUNCTION OF HIGHWAY
 BJ3794'447 AND INTERSTATE 12, THENCE EAST (LEFT) ALONG INTERSTATE 12 FOR 6.4
 BJ3794'KM (4.0 MI) TO THE MARK ON THE RIGHT, 4.6 METERS (15 FT) EAST OF THE
 BJ3794'CENTER OF THE PORT VINCENT ROAD, 1.8 METERS (6 FT) SOUTHEAST OF THE
 BJ3794'SOUTHEAST CORNER OF THE OVERPASS, AND 1.1 METERS (3.5 FT) EAST OF A
 BJ3794'METAL GUARDRAIL.
 BJ3794'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ3794'THE MARK IS ABOVE LEVEL WITH THE INTERSTATE.
 BJ3794
 BJ3794                          STATION RECOVERY (2006)
 BJ3794
 BJ3794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BJ3794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4170 ***********************************************************************
 BJ4170  DESIGNATION -  SUMMERALL ECC
 BJ4170  PID         -  BJ4170
 BJ4170  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4170  USGS QUAD   -  ROBERT (1974)
 BJ4170
 BJ4170                         *CURRENT SURVEY CONTROL
 BJ4170  ___________________________________________________________________
 BJ4170* NAD 83(1992)-  30 30 22.90290(N)    090 21 32.19743(W)     ADJUSTED  
 BJ4170* NAVD 88     -         9.42   (+/-2cm)      30.9    (feet)  VERTCON   
 BJ4170  ___________________________________________________________________
 BJ4170  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ4170  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ4170
 BJ4170  HORZ ORDER  -  SECOND
 BJ4170  VERT ORDER  -  THIRD ? (See Below)
 BJ4170
 BJ4170.The horizontal coordinates were established by classical geodetic methods
 BJ4170.and adjusted by the National Geodetic Survey in January 1993..
 BJ4170
 BJ4170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4170.The vertical order pertains to the NGVD 29 superseded value.
 BJ4170
 BJ4170.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4170
 BJ4170.The geoid height was determined by GEOID03.
 BJ4170
 BJ4170;                    North         East     Units Scale Factor Converg.
 BJ4170;SPC LA S     -   222,794.254 1,093,529.824   MT  0.99996454   +0 29 13.9
 BJ4170;SPC LA S     -   730,950.81  3,587,689.10   sFT  0.99996454   +0 29 13.9
 BJ4170;UTM  15      - 3,377,863.307   753,464.476   MT  1.00039262   +1 20 29.1
 BJ4170
 BJ4170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4170!SPC LA S     -   1.00000276  x   0.99996454  =   0.99996730
 BJ4170!UTM  15      -   1.00000276  x   1.00039262  =   1.00039538
 BJ4170
 BJ4170:                Primary Azimuth Mark                     Grid Az
 BJ4170:SPC LA S     -  SUMMERALL ECC AZ MK                      095 40 49.8
 BJ4170:UTM  15      -  SUMMERALL ECC AZ MK                      094 49 34.6
 BJ4170
 BJ4170|---------------------------------------------------------------------|
 BJ4170| PID    Reference Object                     Distance      Geod. Az  |
 BJ4170|                                                           dddmmss.s |
 BJ4170| CW1517 SUMMERALL ECC AZ MK                                0961003.7 |
 BJ4170| BJ4172 SUMMERALL LA GS 1939                 11.801 METERS 18355     |
 BJ4170| BJ4171 NO 1110 LA GS 1939                   15.185 METERS 19345     |
 BJ4170| CW1518 SUMMERALL ECC RM 1                   44.678 METERS 23146     |
 BJ4170|---------------------------------------------------------------------|
 BJ4170
 BJ4170                          SUPERSEDED SURVEY CONTROL
 BJ4170
 BJ4170  NAD 83(1986)-  30 30 22.91916(N)    090 21 32.19504(W) AD(       ) 2
 BJ4170  NAD 27      -  30 30 22.22829(N)    090 21 31.88680(W) AD(       ) 2
 BJ4170  NGVD 29 (07/19/86)    9.42   (m)           30.9    (f) LEVELING    3  
 BJ4170
 BJ4170.Superseded values are not recommended for survey control.
 BJ4170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4170.See file dsdata.txt to determine how the superseded data were derived.
 BJ4170
 BJ4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5346477863(NAD 83)
 BJ4170_MARKER: DS = TRIANGULATION STATION DISK
 BJ4170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4170
 BJ4170  HISTORY     - Date     Condition        Report By
 BJ4170  HISTORY     - 1939     MONUMENTED       CGS
 BJ4170  HISTORY     - 1955     GOOD             CGS
 BJ4170  HISTORY     - 1959     MARK NOT FOUND   USGS
 BJ4170  HISTORY     - 1963     GOOD             CGS
 BJ4170  HISTORY     - 1969     GOOD             CGS
 BJ4170
 BJ4170                          STATION DESCRIPTION
 BJ4170
 BJ4170'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4170'THE STATION IS LOCATED 1.0 MILE W OF ROBERT, LOUISIANA IN AN OLD
 BJ4170'RAILROAD GRADE CROSSING.  92 FEET S OF THE CENTER LINE OF
 BJ4170'U.S. HIGHWAY 190.  AND 21 FEET N OF THE N RAIL OF THE YAZOO
 BJ4170'AND MISSISSIPPI VALLEY RAILROAD TRACKS.  THE MARK
 BJ4170'IS FLUSH WITH THE SURFACE OF THE GROUND, AND IS STAMPED
 BJ4170'SUMMERALL ECC 1939.
 BJ4170'
 BJ4170'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4170'DISKS SET IN CONCRETE.
 BJ4170'
 BJ4170'REFERENCE MARK NO. 1 IS 44.678 METERS, (146.58 FEET), SW OF
 BJ4170'THE STATION.  65 FEET S OF THE S RAIL OF THE YAZOO AND MISSISSIPPI
 BJ4170'VALLEY RAILROAD TRACKS.  AND 87 FEET WSW OF TELEPHONE POLE
 BJ4170'NO. 2020.  THE MARK PROJECTS 6 INCHES ABOVE THE
 BJ4170'GROUND, AND IS STAMPED SUMMERALL ECC NO. 1 1939.
 BJ4170'
 BJ4170'SUMMERALL (L.G.S.) IS 11.801 METERS, (38.71 FEET), S OF THE
 BJ4170'STATION.  16 FEET S OF THE CENTER LINE OF THE YAZOO AND
 BJ4170'MISSISSIPPI VALLEY RAILROAD TRACKS.  36 FEET NE OF TELEGRAPH
 BJ4170'POLE NO. 2020.  796 FEET E OF THE E END OF THE STEEL RAILROAD
 BJ4170'TRESTLE OVER THE TANGIPAHOA RIVER.  AND 132 FEET S OF THE CENTER
 BJ4170'LINE OF U.S. HIGHWAY 190.  THE MARK IS A STANDARD LOUISIANA
 BJ4170'GEODETIC SURVEY TRAVERSE STATION DISK SET IN A 12-INCH SQUARE
 BJ4170'CONCRETE POST, PROJECTS 4 INCHES ABOVE THE GROUND, AND IS
 BJ4170'STAMPED SUMMERALL.
 BJ4170'
 BJ4170'1110 (U.S.C. AND G.S. AND STATE SURVEY) IS 15.185 METERS,
 BJ4170'(49.82 FEET), S OF THE STATION.  23-1/2 FEET S OF THE S RAIL
 BJ4170'OF THE YAZOO AND MISSISSIPPI VALLEY RAILROAD TRACKS.  AND
 BJ4170'23 FEET ENE OF TELEGRAPH POLE NO. 2020.  THE MARK IS A STANDARD
 BJ4170'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY TRAVERSE STATION
 BJ4170'DISK SET IN A 6-INCH ROUND CONCRETE POST.  PROJECTS 2 INCHES
 BJ4170'ABOVE THE GROUND, AND IS STAMPED 1110.
 BJ4170'
 BJ4170'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE E OF THE STATION.
 BJ4170'53 FEET S OF THE S RAIL OF THE YAZOO AND MISSISSIPPI VALLEY
 BJ4170'RAILROAD TRACKS.  AND 21 FEET E OF THE CENTER LINE OF A N
 BJ4170'AND S DIM FARM ROAD.  TO REACH THE MARK FROM THE STATION,
 BJ4170'DRIVE E ON U.S. HIGHWAY 190 FOR 0.4 MILE TO A DIM ROAD TO THE
 BJ4170'RIGHT (S).  DRIVE S ON THE DIM ROAD, CROSSING RAILROAD TRACKS,
 BJ4170'FOR 0.1 MILE TO THE STATION ON THE LEFT (E) SIDE OF THE ROAD.
 BJ4170'THE MARK PROJECTS 6 INCHES ABOVE THE GROUND, AND
 BJ4170'IS STAMPED SUMMERALL ECC. 1939.
 BJ4170'
 BJ4170'TO REACH THE STATION FROM THE HAMLET OF ROBERT, DRIVE W ON
 BJ4170'U.S. HIGHWAY 190 FOR 1.0 MILE TO THE OLD RAILROAD GRADE
 BJ4170'CROSSING ON THE LEFT (S) SIDE OF THE HIGHWAY.
 BJ4170'
 BJ4170'A 103-FOOT TOWER AT SUMMERALL ECC WILL SEE A 116-FOOT TOWER
 BJ4170'AT PONCHATOULA.
 BJ4170'
 BJ4170'A 90-FOOT TOWER AT SUMMERALL ECC WILL SEE A 116-FOOT TOWER AT
 BJ4170'BUELL (L.G.S.).
 BJ4170'
 BJ4170'A 103-FOOT TOWER AT SUMMERALL ECC WILL SEE A 103-FOOT TOWER
 BJ4170'AT MT. STEVENS.
 BJ4170'
 BJ4170'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BJ4170
 BJ4170                          STATION RECOVERY (1955)
 BJ4170
 BJ4170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4170'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4170'CONDITION.  THE ORIGINAL DESCRIPTION BY F.B.Q. IN 1939 IS
 BJ4170'ADEQUATE.
 BJ4170
 BJ4170                          STATION RECOVERY (1959)
 BJ4170
 BJ4170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BJ4170'STATION WAS NOT RECOVERED.
 BJ4170'
 BJ4170'THE AZIMUTH MARK WAS RECOVERED.
 BJ4170
 BJ4170                          STATION RECOVERY (1963)
 BJ4170
 BJ4170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WHD)
 BJ4170'STATION AND AZIMUTH POINT WERE RECOVERED IN GOOD CONDITION.
 BJ4170'REFERENCES ARE ADEQUATE FOR LOCATION.  AZIMUTH POINT AT
 BJ4170'GROUND IS VISIBLE FROM STATION AT GROUND.
 BJ4170
 BJ4170                          STATION RECOVERY (1969)
 BJ4170
 BJ4170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BJ4170'THE STATION AND AZIMUTH MARKS RECOVERED AND FOUND IN GOOD
 BJ4170'CONDITION.  1110 (U.S.C.G.S. AND STATE SURVEY) WAS FOUND
 BJ4170'DESTROYED.  THE TOP OF THE CONCRETE POST HAD BEEN BROKEN OFF
 BJ4170'AND WAS FOUND AT THE SITE.  SUMMERALL (L.G.S.) WAS NOT RECOVERED.
 BJ4170'A SEARCH WAS NOT MADE FOR R.M. NO. 1 AT THIS TIME.
 BJ4170'
 BJ4170'THE STATION MARK IS 93 FEET SOUTH OF THE CENTERLINE OF THE
 BJ4170'NEW RELOCATED HIGHWAY, 21 FEET NORTH OF THE NORTH RAIL, 16.5
 BJ4170'FEET NORTH-NORTH-WEST OF THE NORTHWEST CORNER OF A RAILROAD
 BJ4170'BRIDGE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BJ4170'
 BJ4170'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 53 FEET
 BJ4170'SOUTH OF THE SOUTH RAIL, 48 FEET EAST OF THE PRESENT WOODS
 BJ4170'ROAD AND 42.4 FEET SOUTHEAST OF THE RAILROAD STOP SIGN.  A
 BJ4170'SMALL AMOUNT OF CLEARING WOULD BE NECESSARY TO MAKE THIS
 BJ4170'MARK VISIBLE FROM THE GROUND AT THE STATION.
 BJ4170'
 BJ4170'THE STATION CAN BE REACHED BY DRIVING WEST ON U.S. HIGHWAY
 BJ4170'190 FOR 1.0 MILE FROM ROBERT.
 BJ4170'
 BJ4170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST
 BJ4170'OF ROBERT, LA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4172 ***********************************************************************
 BJ4172  DESIGNATION -  SUMMERALL LA GS 1939
 BJ4172  PID         -  BJ4172
 BJ4172  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4172  USGS QUAD   -  ROBERT (1974)
 BJ4172
 BJ4172                         *CURRENT SURVEY CONTROL
 BJ4172  ___________________________________________________________________
 BJ4172* NAD 83(1992)-  30 30 22.52058(N)    090 21 32.22765(W)     ADJUSTED  
 BJ4172* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 BJ4172  ___________________________________________________________________
 BJ4172  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ4172  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ4172
 BJ4172  HORZ ORDER  -  SECOND
 BJ4172
 BJ4172.The horizontal coordinates were established by classical geodetic methods
 BJ4172.and adjusted by the National Geodetic Survey in January 1993..
 BJ4172
 BJ4172.The orthometric height was scaled from a topographic map.
 BJ4172
 BJ4172.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4172
 BJ4172.The geoid height was determined by GEOID03.
 BJ4172
 BJ4172;                    North         East     Units Scale Factor Converg.
 BJ4172;SPC LA S     -   222,782.474 1,093,529.119   MT  0.99996452   +0 29 13.9
 BJ4172;SPC LA S     -   730,912.17  3,587,686.78   sFT  0.99996452   +0 29 13.9
 BJ4172;UTM  15      - 3,377,851.513   753,463.946   MT  1.00039261   +1 20 29.0
 BJ4172
 BJ4172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4172!SPC LA S     -   1.00000282  x   0.99996452  =   0.99996734
 BJ4172!UTM  15      -   1.00000282  x   1.00039261  =   1.00039543
 BJ4172
 BJ4172                          SUPERSEDED SURVEY CONTROL
 BJ4172
 BJ4172  NAD 83(1986)-  30 30 22.53684(N)    090 21 32.22527(W) AD(       ) 2
 BJ4172  NAD 27      -  30 30 21.84596(N)    090 21 31.91703(W) AD(       ) 2
 BJ4172
 BJ4172.Superseded values are not recommended for survey control.
 BJ4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4172.See file dsdata.txt to determine how the superseded data were derived.
 BJ4172
 BJ4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5346477852(NAD 83)
 BJ4172_MARKER: DE = TRAVERSE STATION DISK
 BJ4172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4172+STABILITY: SURFACE MOTION
 BJ4172
 BJ4172  HISTORY     - Date     Condition        Report By
 BJ4172  HISTORY     - 1939     MONUMENTED       LAGS
 BJ4172  HISTORY     - 1955     GOOD             CGS
 BJ4172
 BJ4172                          STATION DESCRIPTION
 BJ4172
 BJ4172'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1939 (FBQ)
 BJ4172'THE POINT OBSERVED UPON WAS THE CENTER OF A LOUISIANA GEODETIC
 BJ4172'SURVEY TRAVERSE STATION DISK, SET IN A 12-INCH SQUARE CONCRETE
 BJ4172'POST, PROJECTING 4 INCHES ABOVE THE GROUND, AND STAMPED
 BJ4172'SUMMERALL.
 BJ4172'
 BJ4172'THE MARK IS LOCATED 1.0 MILE W OF ROBERT, LOUISIANA.  IN AN
 BJ4172'OLD RAILROAD GRADE CROSSING.  11.801 METERS, (38.71 FEET),
 BJ4172'S OF TRIANGULATION STATION SUMMERALL ECC..  16 FEET S OF THE
 BJ4172'CENTER LINE OF THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ4172'TRACKS.  36 FEET NE OF TELEGRAPH POLE NO. 2020.  796 FEET E
 BJ4172'OF THE E END OF THE STEEL RAILROAD TRESTLE OVER THE TANGIPAHOA
 BJ4172'RIVER.  AND 132 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 190.
 BJ4172'
 BJ4172'TO REACH THE MARK FROM THE HAMLET OF ROBERT, DRIVE W ON U.S.
 BJ4172'HIGHWAY 190 FOR 1.0 MILE TO THE OLD RAILROAD GRADE CROSSING
 BJ4172'ON THE LEFT (S) SIDE OF THE HIGHWAY AND THE MARK.
 BJ4172'
 BJ4172'MARK WAS OBSERVED UPON AND POSITION COMPUTED FROM TRIANGULATION
 BJ4172'STATION SUMMERALL ECC.
 BJ4172
 BJ4172                          STATION RECOVERY (1955)
 BJ4172
 BJ4172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4172'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BJ4172'DESCRIPTION BY F.B.Q. IN 1939 IS ADEQUATE.
 BJ4172'
 BJ4172'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2711 ***********************************************************************
 CQ2711  DESIGNATION -  SUMMIT
 CQ2711  PID         -  CQ2711
 CQ2711  STATE/COUNTY-  LA/UNION
 CQ2711  USGS QUAD   -  DE LOUTRE (1988)
 CQ2711
 CQ2711                         *CURRENT SURVEY CONTROL
 CQ2711  ___________________________________________________________________
 CQ2711* NAD 83(1992)-  32 45 03.78315(N)    092 17 24.46957(W)     ADJUSTED  
 CQ2711* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 CQ2711  ___________________________________________________________________
 CQ2711  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CQ2711  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2711
 CQ2711  HORZ ORDER  -  SECOND
 CQ2711
 CQ2711.The horizontal coordinates were established by classical geodetic methods
 CQ2711.and adjusted by the National Geodetic Survey in September 1999..
 CQ2711
 CQ2711.The orthometric height was scaled from a topographic map.
 CQ2711
 CQ2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2711
 CQ2711.The geoid height was determined by GEOID03.
 CQ2711
 CQ2711;                    North         East     Units Scale Factor Converg.
 CQ2711;SPC LA N     -   249,614.207 1,019,668.268   MT  1.00002033   +0 06 39.4
 CQ2711;SPC LA N     -   818,942.61  3,345,361.64   sFT  1.00002033   +0 06 39.4
 CQ2711;UTM  15      - 3,623,911.838   566,499.371   MT  0.99965453   +0 23 02.6
 CQ2711
 CQ2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2711!SPC LA N     -   0.99999357  x   1.00002033  =   1.00001390
 CQ2711!UTM  15      -   0.99999357  x   0.99965453  =   0.99964810
 CQ2711
 CQ2711|---------------------------------------------------------------------|
 CQ2711| PID    Reference Object                     Distance      Geod. Az  |
 CQ2711|                                                           dddmmss.s |
 CQ2711| CY5641 SUMMIT RM 2                          28.262 METERS 00155     |
 CQ2711| CQ2646 LENVILLE LOOKOUT TOWER LFC          APPROX. 8.7 KM 0281657.6 |
 CQ2711| CY5640 SUMMIT RM 1                          25.133 METERS 09234     |
 CQ2711| CY5639 SUMMIT AZ MK                                       1020620.5 |
 CQ2711| CQ2714 FARMERVILLE N MUNICIPAL TANK        APPROX.11.3 KM 2881631.7 |
 CQ2711|---------------------------------------------------------------------|
 CQ2711
 CQ2711                          SUPERSEDED SURVEY CONTROL
 CQ2711
 CQ2711  NAD 83(1992)-  32 45 03.78651(N)    092 17 24.46812(W) AD(       ) 2
 CQ2711  NAD 83(1986)-  32 45 03.79677(N)    092 17 24.46114(W) AD(       ) 2
 CQ2711  NAD 27      -  32 45 03.30200(N)    092 17 23.96000(W) AD(       ) 2
 CQ2711
 CQ2711.Superseded values are not recommended for survey control.
 CQ2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2711.See file dsdata.txt to determine how the superseded data were derived.
 CQ2711
 CQ2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6649923912(NAD 83)
 CQ2711_MARKER: DS = TRIANGULATION STATION DISK
 CQ2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2711
 CQ2711  HISTORY     - Date     Condition        Report By
 CQ2711  HISTORY     - 1952     MONUMENTED       CGS
 CQ2711  HISTORY     - 1957     GOOD             LOCSUR
 CQ2711
 CQ2711                          STATION DESCRIPTION
 CQ2711
 CQ2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2711'THE STATION IS IN SECTION 5, R 1 E, T 20 N, ABOUT 7 MILES
 CQ2711'EAST OF FARMERVILLE, ON TIMBERLAND OWNED BY FROST LUMBER
 CQ2711'INDUSTRIES INC.  THE MARK IS 106 FEET NORTHWEST OF THE CENTER OF
 CQ2711'A CROSS ROAD, 44 FEET NORTHEAST OF A BLAZED 14-INCH PINE TREE
 CQ2711'AND 8 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2711'
 CQ2711'TO REACH THE STATION FROM THE COURTHOUSE IN FARMERVILLE, GO EAST
 CQ2711'ON STATE HIGHWAY 815 FOR 6.7 MILES TO THE STATION ON THE
 CQ2711'LEFT, CONTINUE EAST ON THE HIGHWAY 0.25 MILE TO THE AZIMUTH
 CQ2711'MARK ON THE RIGHT.
 CQ2711'
 CQ2711'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CQ2711'SUMMIT 1952.
 CQ2711'
 CQ2711'REFERENCE MARK 1 IS 29 FEET NORTH OF A FENCE CORNER AND 19 FEET
 CQ2711'SOUTH OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS 6 INCHES
 CQ2711'AND THE DISK IS STAMPED SUMMIT NO 1 1952.
 CQ2711'
 CQ2711'REFERENCE MARK 2 IS 100 FEET WEST OF THE CENTER OF THE DIRT
 CQ2711'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CQ2711'SUMMIT NO 2 1952.
 CQ2711'
 CQ2711'THE AZIMUTH MARK IS 100 FEET SOUTHWEST OF A POWERLINE POLE, 100
 CQ2711'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 3 FEET SOUTHWEST OF
 CQ2711'A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES
 CQ2711'AND THE DISK IS STAMPED SUMMIT 1952.
 CQ2711'
 CQ2711'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ2711
 CQ2711                          STATION RECOVERY (1957)
 CQ2711
 CQ2711'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957
 CQ2711'RECOVERED BY SEISMIC EXPLOR
 CQ2711'
 CQ2711'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3041 ***********************************************************************
 BX3041  DESIGNATION -  SUMMIT
 BX3041  PID         -  BX3041
 BX3041  STATE/COUNTY-  LA/SABINE
 BX3041  USGS QUAD   -  ZWOLLE (1995)
 BX3041
 BX3041                         *CURRENT SURVEY CONTROL
 BX3041  ___________________________________________________________________
 BX3041* NAD 83(1992)-  31 38 29.79965(N)    093 42 43.67959(W)     ADJUSTED  
 BX3041* NAVD 88     -       117.1    (meters)     384.     (feet)  VERTCON   
 BX3041  ___________________________________________________________________
 BX3041  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 BX3041  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX3041
 BX3041  HORZ ORDER  -  FIRST
 BX3041
 BX3041.The horizontal coordinates were established by classical geodetic methods
 BX3041.and adjusted by the National Geodetic Survey in February 1996..
 BX3041
 BX3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3041
 BX3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3041
 BX3041.The geoid height was determined by GEOID03.
 BX3041
 BX3041;                    North         East     Units Scale Factor Converg.
 BX3041;SPC LA N     -   127,219.185   885,029.318   MT  0.99992628   -0 38 27.1
 BX3041;SPC LA N     -   417,384.94  2,903,633.69   sFT  0.99992628   -0 38 27.1
 BX3041;SPC TXNC     - 2,007,570.853 1,054,092.578   MT  1.00017242   +2 36 40.6
 BX3041;SPC TXNC     - 6,586,505.37  3,458,302.07   sFT  1.00017242   +2 36 40.6
 BX3041;UTM  15      - 3,500,932.252   432,474.099   MT  0.99965624   -0 22 25.0
 BX3041
 BX3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3041!SPC LA N     -   0.99998578  x   0.99992628  =   0.99991206
 BX3041!SPC TXNC     -   0.99998578  x   1.00017242  =   1.00015820
 BX3041!UTM  15      -   0.99998578  x   0.99965624  =   0.99964202
 BX3041
 BX3041|---------------------------------------------------------------------|
 BX3041| PID    Reference Object                     Distance      Geod. Az  |
 BX3041|                                                           dddmmss.s |
 BX3041| CV8447 SUMMIT RM 3                          87.112 METERS 00407     |
 BX3041| BX3035 ZWOLLE CABLE TV MAST                APPROX. 7.0 KM 0850109.8 |
 BX3041| BX3036 ZWOLLE MUN TANK                     APPROX. 6.6 KM 0961117.9 |
 BX3041| CV8445 SUMMIT RM 1                          26.035 METERS 19041     |
 BX3041| BX3047 BRITTAIN RESET                      APPROX.16.7 KM 2653155.1 |
 BX3041| CV8446 SUMMIT RM 2                          27.435 METERS 34139     |
 BX3041|---------------------------------------------------------------------|
 BX3041
 BX3041                          SUPERSEDED SURVEY CONTROL
 BX3041
 BX3041  NAD 83(1992)-  31 38 29.80113(N)    093 42 43.67925(W) AD(       ) 1
 BX3041  NAD 83(1986)-  31 38 29.80721(N)    093 42 43.67535(W) AD(       ) 1
 BX3041  NAD 27      -  31 38 29.18107(N)    093 42 43.01376(W) AD(       ) 1
 BX3041  NGVD 29 (07/19/86)  117.2    (m)          385.     (f) VERT ANG       
 BX3041
 BX3041.Superseded values are not recommended for survey control.
 BX3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3041.See file dsdata.txt to determine how the superseded data were derived.
 BX3041
 BX3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3247400932(NAD 83)
 BX3041_MARKER: DS = TRIANGULATION STATION DISK
 BX3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3041_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3041
 BX3041  HISTORY     - Date     Condition        Report By
 BX3041  HISTORY     - 1971     MONUMENTED       NGS
 BX3041  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3041
 BX3041                          STATION DESCRIPTION
 BX3041
 BX3041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3041'THE STATION IS LOCATED ABOUT 4 MILES WEST AND 3/4 MILE NORTH OF
 BX3041'ZWOLLE AND 3-1/2 MILES SOUTH AND 2 MILES WEST OF NOBLE, ON THE
 BX3041'HIGHEST POINT IN THE VICINITY OF THE NORTHWEST CORNER OF SECTION
 BX3041'33, T 8 N, R 13 W, ON LAND OWNED BY BOISE SOUTHERN, WHOSE OFFICE
 BX3041'IS IN DERIDDER, MR. JAMES MCNAMARA, LAND AGENT, TELEPHONE NUMBER
 BX3041'(318) 463-4461.
 BX3041'
 BX3041'TO REACH THE STATION FROM ZWOLLE, FROM THE POINT WHERE U. S. HIGHWAY
 BX3041'171 MAKES A RIGHT ANGLE TURN, GO SOUTH ACROSS RAILROAD TRACK FOR
 BX3041'0.05 MILE TO THE JUNCTION OF STATE HIGHWAYS 475 AND 482 TO THE WEST
 BX3041'OF THE DEPOT.  TURN RIGHT AND GO WESTERLY ON HIGHWAY 482 FOR 2.3
 BX3041'MILES TO FORK AND JUNCTION WITH HIGHWAY 1215.  TAKE THE RIGHT
 BX3041'FORK AND CONTINUE WESTERLY ON HIGHWAY 482 FOR 1.4 MILE TO A
 BX3041'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 BX3041'GRAVELED ROAD FOR 0.4 MILE TO A CATTLE GUARD.  CROSS THE
 BX3041'CATTLE GUARD AND CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2
 BX3041'MILE TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT ON THE WOODS
 BX3041'ROAD, PASSING JUST TO THE RIGHT OF A 6-INCH PINE TREE WITH TRIANGLE
 BX3041'BLAZE AND GO NORTHEASTERLY FOR 0.2 MILE TO FORK.  TAKE LEFT FORK
 BX3041'AND GO NORTHERLY ON WOODS ROAD FOR 0.05 MILE TO CENTER OF
 BX3041'CLEARED LINE FOR POWER LINE.  CONTINUE NORTHERLY ON THE
 BX3041'WOODS ROAD FOR 0.15 MILE TO THE CROSSING OF A DIM WOODS ROAD.
 BX3041'CONTINUE NORTH AND NORTHWESTERLY ON THE MAIN WOODS ROAD FOR
 BX3041'0.15 MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 BX3041'
 BX3041'THE STATION MARKS ARE STANDARD DISKS STAMPED SUMMIT 1971.  THE
 BX3041'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 BX3041'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BX3041'19.7 FEET NORTHWEST OF A 10-INCH PINE TREE, 18 FEET EAST-NORTHEAST
 BX3041'OF THE CENTER OF THE WOODS ROAD, 21 FEET SOUTH-SOUTHWEST OF A
 BX3041'12-INCH PINE TREE AND 5 FEET WEST-SOUTHWEST OF A METAL WITNESS
 BX3041'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BX3041'42 INCHES BELOW THE GROUND SURFACE.
 BX3041'
 BX3041'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SUMMIT NO 1 1971, SET
 BX3041'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3041'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET WEST-SOUTHWEST OF
 BX3041'THE CENTER OF THE WOODS ROAD, 8.5 FEET EAST-SOUTHEAST OF A 10-INCH
 BX3041'PINE TREE, 6 FEET NORTH OF A 6-INCH PINE TREE AND 2.3 FEET
 BX3041'NORTHEAST OF A METAL WITNESS POST.
 BX3041'
 BX3041'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SUMMIT NO 2 1971, SET
 BX3041'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3041'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET EAST OF AN 8-INCH
 BX3041'PINE TREE, 10 FEET SOUTH-SOUTHEAST OF A 6-INCH PINE TREE AND 2.7
 BX3041'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BX3041'
 BX3041'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SUMMIT NO 3 1971, SET IN
 BX3041'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3041'12 INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET SOUTHWEST OF A
 BX3041'19-INCH OAK TREE, 35 FEET NORTHWEST OF A 19-INCH PINE TREE, 28
 BX3041'FEET SOUTHEAST OF A 19 INCH OAK TREE AND 2.7 FEET SOUTH OF A METAL
 BX3041'WITNESS POST.
 BX3041'
 BX3041'NOTE--NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK.
 BX3041'REFERENCE MARKS WERE MEASURED USING 5 KG. TAPE TENSION.
 BX3041'
 BX3041'NEAREST TOWN--ZWOLLE.
 BX3041'
 BX3041'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 BX3041
 BX3041                          STATION RECOVERY (2001)
 BX3041
 BX3041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3041'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3126 ***********************************************************************
 CQ3126  DESIGNATION -  SUMMIT
 CQ3126  PID         -  CQ3126
 CQ3126  STATE/COUNTY-  LA/BIENVILLE
 CQ3126  USGS QUAD   -  RINGGOLD (1972)
 CQ3126
 CQ3126                         *CURRENT SURVEY CONTROL
 CQ3126  ___________________________________________________________________
 CQ3126* NAD 83(1992)-  32 16 10.77858(N)    093 21 48.85380(W)     ADJUSTED  
 CQ3126* NAVD 88     -       108.2    (meters)     355.     (feet)  VERTCON   
 CQ3126  ___________________________________________________________________
 CQ3126  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 CQ3126  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ3126
 CQ3126  HORZ ORDER  -  SECOND
 CQ3126
 CQ3126.The horizontal coordinates were established by classical geodetic methods
 CQ3126.and adjusted by the National Geodetic Survey in January 1993..
 CQ3126
 CQ3126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3126
 CQ3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3126
 CQ3126.The geoid height was determined by GEOID03.
 CQ3126
 CQ3126;                    North         East     Units Scale Factor Converg.
 CQ3126;SPC LA N     -   196,536.719   918,644.509   MT  0.99993354   -0 27 23.7
 CQ3126;SPC LA N     -   644,804.22  3,013,919.53   sFT  0.99993354   -0 27 23.7
 CQ3126;UTM  15      - 3,570,384.188   465,759.612   MT  0.99961446   -0 11 38.8
 CQ3126
 CQ3126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3126!SPC LA N     -   0.99998708  x   0.99993354  =   0.99992063
 CQ3126!UTM  15      -   0.99998708  x   0.99961446  =   0.99960155
 CQ3126
 CQ3126:                Primary Azimuth Mark                     Grid Az
 CQ3126:SPC LA N     -  RINGGOLD ATT MICROWAVE KLW 25            004 18 09.2
 CQ3126:UTM  15      -  RINGGOLD ATT MICROWAVE KLW 25            004 02 24.3
 CQ3126
 CQ3126|---------------------------------------------------------------------|
 CQ3126| PID    Reference Object                     Distance      Geod. Az  |
 CQ3126|                                                           dddmmss.s |
 CQ3126| CQ3125 RINGGOLD ATT MICROWAVE KLW 25       APPROX. 1.8 KM 0035045.5 |
 CQ3126| CQ3122 RINGGOLD MUNICIPAL TANK             APPROX. 9.9 KM 0475636.9 |
 CQ3126| CQ3124 RINGGOLD LA P L MAST KKE 259        APPROX. 9.9 KM 0480635.3 |
 CQ3126| CQ3123 RINGGOLD RM 3                       APPROX. 9.2 KM 0594057.1 |
 CQ3126| CQ3103 RINGGOLD KC S MICROWAVE KJO 33      APPROX. 2.6 KM 1585230.7 |
 CQ3126| CX6349 SUMMIT RM 2                          38.502 METERS 23248     |
 CQ3126| CQ3127 HALL SUMMIT LOT LDC                  57.505 METERS 26727     |
 CQ3126| CQ3128 DUTCH                               APPROX.10.2 KM 3013116.1 |
 CQ3126| CX6348 SUMMIT RM 1                          45.613 METERS 34601     |
 CQ3126|---------------------------------------------------------------------|
 CQ3126
 CQ3126                          SUPERSEDED SURVEY CONTROL
 CQ3126
 CQ3126  NAD 83(1986)-  32 16 10.79156(N)    093 21 48.84731(W) AD(       ) 2
 CQ3126  NAD 27      -  32 16 10.22353(N)    093 21 48.22819(W) AD(       ) 2
 CQ3126  NGVD 29 (07/19/86)  108.2    (m)          355.     (f) VERT ANG       
 CQ3126
 CQ3126.Superseded values are not recommended for survey control.
 CQ3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3126.See file dsdata.txt to determine how the superseded data were derived.
 CQ3126
 CQ3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR6576070384(NAD 83)
 CQ3126_MARKER: DS = TRIANGULATION STATION DISK
 CQ3126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3126
 CQ3126  HISTORY     - Date     Condition        Report By
 CQ3126  HISTORY     - 1969     MONUMENTED       CGS
 CQ3126
 CQ3126                          STATION DESCRIPTION
 CQ3126
 CQ3126'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3126'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND FENCE
 CQ3126'ON LINE.
 CQ3126'
 CQ3126'THE STATION IS LOCATED ABOUT 7-1/4 MILES NORTHWEST OF HALL
 CQ3126'SUMMIT, 6 MILES SOUTHWEST OF RINGGOLD ON LAND OWNED BY CONTINENTAL
 CQ3126'CAN CO. AND NEAR THE SITE OF THE HALL SUMMIT LOOKOUT TOWER.
 CQ3126'
 CQ3126'TO REACH THE STATION FROM THE POST OFFICE IN RINGGOLD, GO WEST
 CQ3126'ON STATE HIGHWAY 4 FOR 0.25 MILE TO THE JUNCTION WITH STATE
 CQ3126'HIGHWAY 154.  CONTINUE WEST ON STATE HIGHWAY 4 FOR 3.75 MILES
 CQ3126'TO A SIDEROAD LEFT (STATE HIGHWAY 790).  CONTINUE WEST AND
 CQ3126'SOUTHWEST ON STATE HIGHWAY 4 FOR 2.5 MILES TO A CROSSROAD.  TURN
 CQ3126'LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.35 MILE TO A GRAVELED
 CQ3126'ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTH FOR 0.3 MILE TO
 CQ3126'HALL SUMMIT LOOKOUT TOWER ON THE RIGHT AND THE STATION ON THE
 CQ3126'LEFT.
 CQ3126'
 CQ3126'THE STATION IS A STANDARD DISK, STAMPED SUMMIT 1969, SET IN THE
 CQ3126'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 CQ3126'INCHES.  IT IS 55.0 FEET SOUTH-SOUTHEAST OF A 10-INCH PINE
 CQ3126'TREE, 46 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 40.5
 CQ3126'FEET NORTHWEST OF A 10-INCH PINE TREE.
 CQ3126'
 CQ3126'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUMMIT NO 1 1969,
 CQ3126'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ3126'4 INCHES.  IT IS 27 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 CQ3126'22.0 FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY AND 5.0
 CQ3126'FEET SOUTHWEST OF A POWERLINE POLE.
 CQ3126'
 CQ3126'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SUMMIT NO 2 1969,
 CQ3126'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CQ3126'5 INCHES.  IT IS 96 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 CQ3126'LOOKOUT TOWER, 25 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 CQ3126'20.0 FEET SOUTH OF A 6-INCH CEDAR TREE AND 1 FOOT SOUTHEAST OF A
 CQ3126'FENCE CORNER.
 CQ3126'
 CQ3126'NO SUITABLE PLACE FOR AN AZIMUTH MARK AVAILABLE FOR THIS STATION.
 CQ3126'
 CQ3126'HEIGHT OF LIGHT ABOVE STATION MARK 30.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4480 ***********************************************************************
 BJ4480  DESIGNATION -  SUN
 BJ4480  PID         -  BJ4480
 BJ4480  STATE/COUNTY-  LA/ST JAMES
 BJ4480  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4480
 BJ4480                         *CURRENT SURVEY CONTROL
 BJ4480  ___________________________________________________________________
 BJ4480* NAD 83(1992)-  30 06 06.05585(N)    090 53 27.04515(W)     ADJUSTED  
 BJ4480* NAVD 88     -         2.9  **(meters)      10.   **(feet)  VERTCON   
 BJ4480  **This station is located in a subsidence area (see below).
 BJ4480  ___________________________________________________________________
 BJ4480  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4480  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BJ4480
 BJ4480  HORZ ORDER  -  SECOND
 BJ4480
 BJ4480.The horizontal coordinates were established by classical geodetic methods
 BJ4480.and adjusted by the National Geodetic Survey in January 1993..
 BJ4480
 BJ4480 ** The orthometric height has not been validated since last determined
 BJ4480 ** by differential leveling and should not be used for control purposes.
 BJ4480 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4480 ** area with valid NAVD 88 orthometric heights.
 BJ4480 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4480 ** epoch indicated which incorporates improved geoid heights for the
 BJ4480 ** Southern Louisiana Subsidence area.
 BJ4480 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4480
 BJ4480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4480
 BJ4480.The geoid height was determined by GEOID03.
 BJ4480
 BJ4480;                    North         East     Units Scale Factor Converg.
 BJ4480;SPC LA S     -   177,619.728 1,042,647.169   MT  0.99992729   +0 13 16.5
 BJ4480;SPC LA S     -   582,740.72  3,420,751.59   sFT  0.99992729   +0 13 16.5
 BJ4480;UTM  15      - 3,331,929.316   703,238.310   MT  1.00010963   +1 03 29.4
 BJ4480
 BJ4480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4480!SPC LA S     -   1.00000371  x   0.99992729  =   0.99993100
 BJ4480!UTM  15      -   1.00000371  x   1.00010963  =   1.00011334
 BJ4480
 BJ4480|---------------------------------------------------------------------|
 BJ4480| PID    Reference Object                     Distance      Geod. Az  |
 BJ4480|                                                           dddmmss.s |
 BJ4480| BJ4479 SUN LDH 1973 RM 1                    27.408 METERS 06704     |
 BJ4480| CW1519 SUN AZ MK                                          0775551.9 |
 BJ4480| BJ4472 CENTRAL TRANSC GAS PIPE MAST        APPROX. 2.8 KM 1222011.1 |
 BJ4480| CW1520 SUN RM 2                             17.102 METERS 27029     |
 BJ4480|---------------------------------------------------------------------|
 BJ4480
 BJ4480                          SUPERSEDED SURVEY CONTROL
 BJ4480
 BJ4480  NAD 83(1986)-  30 06 06.07291(N)    090 53 27.04631(W) AD(       ) 2
 BJ4480  NAD 27      -  30 06 05.35524(N)    090 53 26.69934(W) AD(       ) 2
 BJ4480  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 BJ4480
 BJ4480.Superseded values are not recommended for survey control.
 BJ4480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4480.See file dsdata.txt to determine how the superseded data were derived.
 BJ4480
 BJ4480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0323831929(NAD 83)
 BJ4480_MARKER: DD = SURVEY DISK
 BJ4480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4480
 BJ4480  HISTORY     - Date     Condition        Report By
 BJ4480  HISTORY     - 1973     MONUMENTED       LADH
 BJ4480
 BJ4480                          STATION DESCRIPTION
 BJ4480
 BJ4480'DESCRIBED BY LA DEPT OF HIGHWAYS 1973 (RT)
 BJ4480'THE STATION IS LOCATED 6 MILES EAST OF DONALDSONVILLE, 5 MILES
 BJ4480'SOUTHWEST OF SORRENTO AND 12 MILES NORTHWEST OF VACHERIE, IN THE
 BJ4480'NORTHEAST 1/4 OF SECTION 20, T11S, R3E, AND ON THE PROPERTY OWNED
 BJ4480'BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BJ4480'
 BJ4480'TO REACH THE STATION FROM THE EAST END OF THE SUNSHINE BRIDGE, DRIVE
 BJ4480'EAST ON STATE HIGHWAY 3089 FOR 0.3 MILE.  THE STATION IS SET ON THE
 BJ4480'LEFT AND NORTH OF THE ROADWAY IN THE MEDIAN OF A FOUR-LANE HIGHWAY.
 BJ4480'
 BJ4480'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG STATE
 BJ4480'HIGHWAY 3089 FOR 0.5 MILE.  THE MARK IS SET ON THE LEFT AND NORTH OF
 BJ4480'THE ROADWAY IN THE MEDIAN OF A FOUR-LANE HIGHWAY.
 BJ4480'
 BJ4480'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4480'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4480'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4480'SUB-SURFACE MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4480'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4480'STAMPED SUN 1973.  THE MARK IS 87 FEET EAST OF A METAL CULVERT, 37
 BJ4480'FEET WEST OF THE CENTER OF A CROSSOVER BETWEEN THE NORTH AND
 BJ4480'SOUTH LANES OF THE HIGHWAY, 35 FEET SOUTH OF THE CENTER OF
 BJ4480'THE WEST BOUND LANE ON STATE HIGHWAY 3089, 25 FEET NORTH OF THE
 BJ4480'CENTER OF THE EAST BOUND LANE ON STATE HIGHWAY 3089, AND 2 FEET
 BJ4480'WEST OF A METAL WITNESS POST AND SIGN.
 BJ4480'
 BJ4480'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4480'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4480'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4480'STAMPED SUN R. M. 1 1973.  IT IS 57 FEET NORTHEAST OF THE CENTER
 BJ4480'OF A CROSSOVER LANE, 43 FEET NORTH OF THE CENTER OF THE EAST BOUND
 BJ4480'LANE ON STATE HIGHWAY 3089, AND 18 FEET SOUTH OF THE WEST BOUND LANE
 BJ4480'ON STATE HIGHWAY 3089.
 BJ4480'
 BJ4480'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4480'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4480'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4480'STAMPED SUN R. M. 2 1973.  IT IS 92 FEET WEST OF THE CENTER OF A
 BJ4480'CROSSOVER, 36 FEET NORTH OF THE EAST BOUND LANE ON STATE HIGHWAY
 BJ4480'3089, 33 FEET NORTHEAST OF A METAL CULVERT, AND 32 FEET SOUTH OF THE
 BJ4480'WEST BOUND LANE ON STATE HIGHWAY 3089.
 BJ4480'
 BJ4480'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4480'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4480'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4480'STAMPED SUN AZ. MK. 1973.  IT IS 180 FEET WEST OF THE WEST END OF
 BJ4480'A DIVIDER ON A TURNOUT, 23 FEET SOUTH OF THE CENTER OF THE WEST
 BJ4480'BOUND LANE ON STATE HIGHWAY 3089, 20 FEET NORTH OF THE CENTER OF
 BJ4480'THE EAST BOUND LANE ON STATE HIGHWAY 3089, AND 2 FEET EAST OF A
 BJ4480'METAL WITNESS POST AND SIGN.
 BJ4480'
 BJ4480'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2497 ***********************************************************************
 AU2497  DESIGNATION -  SUN 33 A
 AU2497  PID         -  AU2497
 AU2497  STATE/COUNTY-  LA/ST MARY
 AU2497  USGS QUAD   -  
 AU2497
 AU2497                         *CURRENT SURVEY CONTROL
 AU2497  ___________________________________________________________________
 AU2497* NAD 83(1992)-  29 18 40.56798(N)    091 31 08.42896(W)     ADJUSTED  
 AU2497* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2497  ___________________________________________________________________
 AU2497  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU2497  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AU2497
 AU2497  HORZ ORDER  -  SECOND
 AU2497
 AU2497.The horizontal coordinates were established by classical geodetic methods
 AU2497.and adjusted by the National Geodetic Survey in January 1993..
 AU2497
 AU2497.The orthometric height was scaled from a topographic map.
 AU2497
 AU2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2497
 AU2497.The geoid height was determined by GEOID03.
 AU2497
 AU2497;                    North         East     Units Scale Factor Converg.
 AU2497;SPC LA S     -    89,941.314   981,962.578   MT  0.99999763   -0 05 34.2
 AU2497;SPC LA S     -   295,082.46  3,221,655.56   sFT  0.99999763   -0 05 34.2
 AU2497;UTM  15      - 3,243,382.442   643,822.633   MT  0.99985524   +0 43 30.5
 AU2497
 AU2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2497!SPC LA S     -   1.00000389  x   0.99999763  =   1.00000152
 AU2497!UTM  15      -   1.00000389  x   0.99985524  =   0.99985913
 AU2497
 AU2497:                Primary Azimuth Mark                     Grid Az
 AU2497:SPC LA S     -  EUGENE IS BLACK RANGE POLE 1             062 32 39.6
 AU2497:UTM  15      -  EUGENE IS BLACK RANGE POLE 1             061 43 34.9
 AU2497
 AU2497|---------------------------------------------------------------------|
 AU2497| PID    Reference Object                     Distance      Geod. Az  |
 AU2497|                                                           dddmmss.s |
 AU2497| AU2465 EUGENE IS BLACK RANGE POLE 1        APPROX.14.8 KM 0622705.4 |
 AU2497| AU2467 EUGENE IS BLACK RANGE POLE 2        APPROX.14.7 KM 0623407.6 |
 AU2497| CV9444 SUN 33 A RM 1                         8.797 METERS 16626     |
 AU2497| AU2493 PURE OIL COMPANY WELL E 4           APPROX. 1.5 KM 2215726.7 |
 AU2497| AU2494 PURE OIL COMPANY WELL B 1           APPROX. 5.3 KM 2391121.3 |
 AU2497| CV9445 SUN 33 A RM 2                        10.577 METERS 26325     |
 AU2497| AU2495 PURE 32 A                           APPROX. 1.7 KM 2690038.6 |
 AU2497|---------------------------------------------------------------------|
 AU2497
 AU2497                          SUPERSEDED SURVEY CONTROL
 AU2497
 AU2497  NAD 83(1986)-  29 18 40.59524(N)    091 31 08.42786(W) AD(       ) 2
 AU2497  NAD 27      -  29 18 39.80300(N)    091 31 08.00900(W) AD(       ) 2
 AU2497
 AU2497.Superseded values are not recommended for survey control.
 AU2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2497.See file dsdata.txt to determine how the superseded data were derived.
 AU2497
 AU2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4382343382(NAD 83)
 AU2497_MARKER: DS = TRIANGULATION STATION DISK
 AU2497_SETTING: 0 = UNSPECIFIED SETTING
 AU2497
 AU2497  HISTORY     - Date     Condition        Report By
 AU2497  HISTORY     - 1955     MONUMENTED       CGS
 AU2497
 AU2497                          STATION DESCRIPTION
 AU2497
 AU2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2497'THE STATION IS LOCATED ON A SUN OIL COMPANY PLATFORM IN THE
 AU2497'GULF OF MEXICO, ABOUT 15 MILES OFFSHORE, IN BLOCK 33, EUGENE
 AU2497'ISLAND AREA, STATE LEASE NO. 1537.  IT IS 9 MILES WEST AND
 AU2497'4 MILES SOUTH OF THE EUGENE ISLAND LIGHTHOUSE COAST GUARD
 AU2497'STATION
 AU2497'
 AU2497'THE PLATFORM IS APPROXIMATELY 50 FT BY 100 FT AND RISES
 AU2497'30 FEET ABOVE THE WATER.
 AU2497'
 AU2497'THE STATION IS MARKED BY A STANDARD DISK CEMENTED TO THE
 AU2497'STEEL SKID BEAM, THE SOUTH ONE OF TWO I- BEAMS WHICH RUN
 AU2497'PARALLEL TO EACH OTHER, APPROXIMATELY THROUGH THE CENTER
 AU2497'OF THE PLATFORM.
 AU2497'
 AU2497'THERE IS A PUNCH HOLE SURROUNDED BY A CHISLED TRIANGLE IN
 AU2497'THE I- BEAM IDENTICAL WITH THE DISK AND A CHISLED CIRCLE
 AU2497'IN THE BEAM SURROUNDING THE DISK.
 AU2497'
 AU2497'THE MARK IS 8.8 FEET WEST OF THE EAST END OF THE BEAM, 21.64
 AU2497'FEET NORTHEAST OF THE CENTER OF THE CHRISTMAS TREE OF A
 AU2497'GAS WELL, AND 30.4 FEET SOUTH OF A HOIST.  IT IS STAMPED
 AU2497'SUN 33 A 1955.
 AU2497'
 AU2497'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED ON A STEEL
 AU2497'I- BEAM, THE NORTH ONE OF TWO, AND IS 8.97 FEET WEST OF THE
 AU2497'EAST END OF THE BEAM.  THERE IS A CHISLED CIRCLE IN THE
 AU2497'I- BEAM AROUND THE OUTSIDE OF THE DISK.  THE DISK IS STAMPED
 AU2497'SUN 33 A NO 1 1955.
 AU2497'
 AU2497'REFERENCE MARK 2, A STANDARD DISK CEMENTED ON A STEEL I- BEAM,
 AU2497'THE NORTH ONE OF TWO, IS 5.43 FEET EAST OF THE WEST END
 AU2497'OF THE BEAM.  THERE IS A CHISLED CIRCLE IN THE BEAM AROUND
 AU2497'THE OUTSIDE OF THE DISK.  THE DISK IS STAMPED SUN 33 A NO 2
 AU2497'1955.
 AU2497'
 AU2497'THE STATION WAS REACHED BY BOAT FURNISHED BY THE PURE OIL
 AU2497'COMPANY AT BERWICK.  IT IS A 4 HOUR BOAT TRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2959 ***********************************************************************
 BH2959  DESIGNATION -  SUN MUN TANK
 BH2959  PID         -  BH2959
 BH2959  STATE/COUNTY-  LA/ST TAMMANY
 BH2959  USGS QUAD   -  SUN (1983)
 BH2959
 BH2959                         *CURRENT SURVEY CONTROL
 BH2959  ___________________________________________________________________
 BH2959* NAD 83(1992)-  30 38 59.89254(N)    089 53 25.34839(W)     ADJUSTED  
 BH2959* NAVD 88     -                                                        
 BH2959  ___________________________________________________________________
 BH2959  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BH2959  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BH2959
 BH2959  HORZ ORDER  -  THIRD
 BH2959
 BH2959.The horizontal coordinates were established by classical geodetic methods
 BH2959.and adjusted by the National Geodetic Survey in May 1994..
 BH2959
 BH2959
 BH2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2959
 BH2959.The geoid height was determined by GEOID03.
 BH2959
 BH2959;                    North         East     Units Scale Factor Converg.
 BH2959;SPC LA S     -   239,187.762 1,138,304.435   MT  0.99998974   +0 43 17.4
 BH2959;SPC LA S     -   784,735.18  3,734,587.13   sFT  0.99998974   +0 43 17.4
 BH2959;SPC MS E     -   127,948.581   198,683.485   MT  1.00007658   -0 32 20.1
 BH2959;SPC MS E     -   419,777.97    651,847.40   sFT  1.00007658   -0 32 20.1
 BH2959;UTM  16      - 3,394,374.518   223,007.762   MT  1.00054659   -1 28 27.9
 BH2959
 BH2959                          SUPERSEDED SURVEY CONTROL
 BH2959
 BH2959  NAD 83(1992)-  30 38 59.89498(N)    089 53 25.34849(W) AD(       ) 4
 BH2959  NAD 83(1986)-  30 38 59.90569(N)    089 53 25.34503(W) AD(       ) 4
 BH2959  NAD 27      -  30 38 59.22206(N)    089 53 25.08348(W) AD(       ) 3
 BH2959
 BH2959.Superseded values are not recommended for survey control.
 BH2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2959.See file dsdata.txt to determine how the superseded data were derived.
 BH2959
 BH2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2300894375(NAD 83)
 BH2959_MARKER: 53 = ELEVATED TANK
 BH2959
 BH2959  HISTORY     - Date     Condition        Report By
 BH2959  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2959
 BH2959                          STATION DESCRIPTION
 BH2959
 BH2959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2959'MUNICIPAL WATER TANK IS LOCATED WITHIN A SMALL FENCED AREA WHICH
 BH2959'IS ADJACENT TO THE CITY JAIL, 0.05 MILE EAST OF U.S HIGHWAY 41 AND
 BH2959'ABOUT 25 FEET SOUTH OF THE APPROXIMATE CENTER OF AN EAST-WEST
 BH2959'GRADED ROAD.
 BH2959'
 BH2959'A STEEL TANK, OVAL SHAPED ROOF, SILVER IN COLOR, SUPPORTED BY 4
 BH2959'STEEL TUBULAR LEGS AND IS 110 FEET IN HEIGHT.
 BH2959'
 BH2959'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2922 ***********************************************************************
 BX2922  DESIGNATION -  SUNNY
 BX2922  PID         -  BX2922
 BX2922  STATE/COUNTY-  LA/VERNON
 BX2922  USGS QUAD   -  BURR FERRY (1967)
 BX2922
 BX2922                         *CURRENT SURVEY CONTROL
 BX2922  ___________________________________________________________________
 BX2922* NAD 83(1992)-  31 01 29.55175(N)    093 25 39.38639(W)     ADJUSTED  
 BX2922* NAVD 88     -        82.3    (meters)     270.     (feet)  VERTCON   
 BX2922  ___________________________________________________________________
 BX2922  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 BX2922  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BX2922
 BX2922  HORZ ORDER  -  SECOND
 BX2922
 BX2922.The horizontal coordinates were established by classical geodetic methods
 BX2922.and adjusted by the National Geodetic Survey in January 1993..
 BX2922
 BX2922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2922
 BX2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2922
 BX2922.The geoid height was determined by GEOID03.
 BX2922
 BX2922;                    North         East     Units Scale Factor Converg.
 BX2922;SPC LA N     -    58,576.550   911,430.517   MT  1.00003517   -0 29 25.5
 BX2922;SPC LA N     -   192,179.90  2,990,251.62   sFT  1.00003517   -0 29 25.5
 BX2922;UTM  15      - 3,432,437.261   459,188.434   MT  0.99962054   -0 13 13.4
 BX2922
 BX2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2922!SPC LA N     -   0.99999133  x   1.00003517  =   1.00002650
 BX2922!UTM  15      -   0.99999133  x   0.99962054  =   0.99961187
 BX2922
 BX2922:                Primary Azimuth Mark                     Grid Az
 BX2922:SPC LA N     -  SUNNY AZ MK                              123 56 04.0
 BX2922:UTM  15      -  SUNNY AZ MK                              123 39 51.9
 BX2922
 BX2922|---------------------------------------------------------------------|
 BX2922| PID    Reference Object                     Distance      Geod. Az  |
 BX2922|                                                           dddmmss.s |
 BX2922| CV8451 SUNNY AZ MK                                        1232638.5 |
 BX2922| CV8452 SUNNY RM 1                           13.323 METERS 12333     |
 BX2922| BX2923 SUNNY LDH 1972 RM 2                  20.277 METERS 24944     |
 BX2922|---------------------------------------------------------------------|
 BX2922
 BX2922                          SUPERSEDED SURVEY CONTROL
 BX2922
 BX2922  NAD 83(1986)-  31 01 29.56297(N)    093 25 39.38613(W) AD(       ) 2
 BX2922  NAD 27      -  31 01 28.87521(N)    093 25 38.78027(W) AD(       ) 2
 BX2922  NGVD 29 (07/19/86)   82.4    (m)          270.     (f) VERT ANG       
 BX2922
 BX2922.Superseded values are not recommended for survey control.
 BX2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2922.See file dsdata.txt to determine how the superseded data were derived.
 BX2922
 BX2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5918832437(NAD 83)
 BX2922_MARKER: DD = SURVEY DISK
 BX2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2922
 BX2922  HISTORY     - Date     Condition        Report By
 BX2922  HISTORY     - 1972     MONUMENTED       LADH
 BX2922
 BX2922                          STATION DESCRIPTION
 BX2922
 BX2922'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BX2922'THE STATION IS LOCATED 13 MILES SOUTHWEST OF LEESVILLE, 15 MILES
 BX2922'NORTHWEST OF DERIDDER AND 5 MILES NORTHEAST OF EVANS, IN THE
 BX2922'SOUTHEAST 1/4 OF SECTION 31, T1N, R10W, AND ON THE PROPERTY OWNED
 BX2922'BY BOISE SOUTHERN, ADDRESS KURTWOOD ROAD, LEESVILLE, LOUISIANA,
 BX2922'TELEPHONE 239-4995.
 BX2922'
 BX2922'TO REACH THE STATION FROM EVANS, AT THE INTERSECTION OF STATE
 BX2922'HIGHWAY 111 AND THE EVANS FIRE TOWER ROAD, GO EAST ALONG THE EVANS
 BX2922'FIRE TOWER ROAD FOR 4.2 MILES TO THE INTERSECTION OF STATE
 BX2922'HIGHWAY 464, TURN LEFT ON STATE HIGHWAY 464 AND GO NORTHEAST FOR
 BX2922'2.8 MILES TO A CROSSROAD, TURN LEFT ON THE GRAVEL ROAD AND GO 0.9
 BX2922'MILE TO THE STATION WHICH IS SET ON THE RIGHT AND NORTH OF THE ROAD.
 BX2922'
 BX2922'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ALONG A DIRT ROAD
 BX2922'FOR APPROXIMATELY 0.3 MILE.  THE MARK IS SET ON THE RIGHT AND SOUTH
 BX2922'OF THE ROAD NEAR A PINE TREE.
 BX2922'
 BX2922'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2922'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2922'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2922'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2922'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2922'STAMPED SUNNY 1972.  THE MARK IS ON THE TOP OF A HILL IN SOME CLEAR
 BX2922'CUT LAND, 400 FEET NORTHWEST OF A DIRT ROAD INTERSECTION, 61
 BX2922'FEET SOUTH OF THE CENTER OF A DRAINAGE DITCH, 26 FEET NORTHEAST OF
 BX2922'THE CENTER OF A DIRT ROAD, AND 3.5 FEET SOUTHWEST OF A METAL
 BX2922'WITNESS POST AND SIGN.
 BX2922'
 BX2922'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2922'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2922'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2922'STAMPED SUNNY R. M. 1 1972.  IT IS 60 FEET NORTHEAST OF THE CENTER
 BX2922'OF A DITCH, 25 FEET NORTH-NORTHEAST OF THE CENTER OF A DIRT ROAD,
 BX2922'AND 6 FEET SOUTHWEST OF A 6 INCH PINE TREE.
 BX2922'
 BX2922'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2922'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2922'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2922'STAMPED SUNNY R. M. 2 1972.  IT IS 51 FEET WEST OF A DITCH, 29
 BX2922'FEET SOUTH-SOUTHWEST OF THE CENTER OF A DIRT ROAD, AND 10 FEET
 BX2922'NORTHWEST OF A 6 INCH PINE TREE.
 BX2922'
 BX2922'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BX2922'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2922'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2922'STAMPED SUNNY AZ. MK. 1972.  IT IS 45 FEET SOUTHWEST OF THE CENTER
 BX2922'OF A DIRT ROAD, 21 FEET SOUTH OF A DITCH, 15 FEET NORTHEAST OF A
 BX2922'6 INCH PINE TREE, AND 3.5 FEET NORTHWEST OF A METAL WITNESS POST
 BX2922'AND SIGN.
 BX2922'
 BX2922'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4194 ***********************************************************************
 BJ4194  DESIGNATION -  SUNNYHILL LOT
 BJ4194  PID         -  BJ4194
 BJ4194  STATE/COUNTY-  LA/WASHINGTON
 BJ4194  USGS QUAD   -  MOUNT HERMON (1983)
 BJ4194
 BJ4194                         *CURRENT SURVEY CONTROL
 BJ4194  ___________________________________________________________________
 BJ4194* NAD 83(1992)-  30 53 56.75985(N)    090 15 57.93175(W)     ADJUSTED  
 BJ4194* NAVD 88     -                                                        
 BJ4194  ___________________________________________________________________
 BJ4194  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BJ4194  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ4194
 BJ4194  HORZ ORDER  -  THIRD
 BJ4194
 BJ4194.The horizontal coordinates were established by classical geodetic methods
 BJ4194.and adjusted by the National Geodetic Survey in May 1994..
 BJ4194
 BJ4194
 BJ4194.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4194
 BJ4194.The geoid height was determined by GEOID03.
 BJ4194
 BJ4194;                    North         East     Units Scale Factor Converg.
 BJ4194;SPC LA S     -   266,412.531 1,102,036.707   MT  1.00004840   +0 32 01.1
 BJ4194;SPC LA S     -   874,055.11  3,615,598.76   sFT  1.00004840   +0 32 01.1
 BJ4194;SPC MS W     -   155,092.583   706,428.250   MT  0.99995051   +0 02 04.3
 BJ4194;SPC MS W     -   508,832.92  2,317,673.35   sFT  0.99995051   +0 02 04.3
 BJ4194;UTM  15      - 3,421,622.850   761,317.022   MT  1.00044243   +1 24 17.0
 BJ4194
 BJ4194                          SUPERSEDED SURVEY CONTROL
 BJ4194
 BJ4194  NAD 83(1992)-  30 53 56.76343(N)    090 15 57.92947(W) AD(       ) 4
 BJ4194  NAD 83(1986)-  30 53 56.77423(N)    090 15 57.92827(W) AD(       ) 4
 BJ4194  NAD 27      -  30 53 56.11905(N)    090 15 57.60595(W) AD(       ) 3
 BJ4194
 BJ4194.Superseded values are not recommended for survey control.
 BJ4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4194.See file dsdata.txt to determine how the superseded data were derived.
 BJ4194
 BJ4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6131721623(NAD 83)
 BJ4194_MARKER: 57 = LOOKOUT TOWER
 BJ4194
 BJ4194  HISTORY     - Date     Condition        Report By
 BJ4194  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4194
 BJ4194                          STATION DESCRIPTION
 BJ4194
 BJ4194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4194'SUNNY HILL LOOKOUT TOWER IS LOCATED ABOUT 4 MILES SOUTHEAST OF SUNNY
 BJ4194'HILL, 7-1/2 MILES NORTHWEST OF FRANKLINTON, 1-1/2 MILES
 BJ4194'NORTH-NORTHEAST OF VERNON SCHOOL AND ABOUT 300 FEET NORTH OF STATE
 BJ4194'HIGHWAY 1056.
 BJ4194'
 BJ4194'A SQUARE METAL CAB, CONICAL SHAPED ROOF, WINDOWS ON ALL SIDES,
 BJ4194'SUPPORTED BY 4-STEEL CHANNEL LEGS.
 BJ4194'
 BJ4194'CAB IS GREY IN COLOR AND IS 100 FEET IN HEIGHT.
 BJ4194'
 BJ4194'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2685 ***********************************************************************
 BK2685  DESIGNATION -  SUNSET
 BK2685  PID         -  BK2685
 BK2685  STATE/COUNTY-  LA/ST LANDRY
 BK2685  USGS QUAD   -  SUNSET (1983)
 BK2685
 BK2685                         *CURRENT SURVEY CONTROL
 BK2685  ___________________________________________________________________
 BK2685* NAD 83(1992)-  30 23 03.01596(N)    092 03 16.14467(W)     ADJUSTED  
 BK2685* NAVD 88     -        15.2  **(meters)      50.   **(feet)  VERTCON   
 BK2685  **This station is located in a subsidence area (see below).
 BK2685  ___________________________________________________________________
 BK2685  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2685  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2685
 BK2685  HORZ ORDER  -  FIRST
 BK2685
 BK2685.The horizontal coordinates were established by classical geodetic methods
 BK2685.and adjusted by the National Geodetic Survey in January 1993..
 BK2685
 BK2685 ** The orthometric height has not been validated since last determined
 BK2685 ** by differential leveling and should not be used for control purposes.
 BK2685 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2685 ** area with valid NAVD 88 orthometric heights.
 BK2685 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2685 ** epoch indicated which incorporates improved geoid heights for the
 BK2685 ** Southern Louisiana Subsidence area.
 BK2685 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2685
 BK2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2685
 BK2685.The geoid height was determined by GEOID03.
 BK2685
 BK2685;                    North         East     Units Scale Factor Converg.
 BK2685;SPC LA S     -   209,069.208   930,692.420   MT  0.99994804   -0 21 38.1
 BK2685;SPC LA S     -   685,921.23  3,053,446.71   sFT  0.99994804   -0 21 38.1
 BK2685;UTM  15      - 3,361,735.009   590,841.504   MT  0.99970180   +0 28 41.8
 BK2685
 BK2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2685!SPC LA S     -   1.00000192  x   0.99994804  =   0.99994996
 BK2685!UTM  15      -   1.00000192  x   0.99970180  =   0.99970372
 BK2685
 BK2685|---------------------------------------------------------------------|
 BK2685| PID    Reference Object                     Distance      Geod. Az  |
 BK2685|                                                           dddmmss.s |
 BK2685| BK2684 SUNSET 2                             16.806 METERS 12531     |
 BK2685| BK2416 28 A 032                             63.374 METERS 15701     |
 BK2685| BK2686 28 A 033 LDH 1967                   APPROX. 1.4 KM 3423253.4 |
 BK2685| CW1521 SUNSET RM 1                          41.057 METERS 35504     |
 BK2685|---------------------------------------------------------------------|
 BK2685
 BK2685                          SUPERSEDED SURVEY CONTROL
 BK2685
 BK2685  NAD 83(1986)-  30 23 03.03612(N)    092 03 16.13889(W) AD(       ) 1
 BK2685  NAD 27      -  30 23 02.32250(N)    092 03 15.70497(W) AD(       ) 1
 BK2685  NGVD 29 (07/19/86)   15.2    (m)           50.     (f) VERT ANG       
 BK2685
 BK2685.Superseded values are not recommended for survey control.
 BK2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2685.See file dsdata.txt to determine how the superseded data were derived.
 BK2685
 BK2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9084261735(NAD 83)
 BK2685_MARKER: DS = TRIANGULATION STATION DISK
 BK2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2685
 BK2685  HISTORY     - Date     Condition        Report By
 BK2685  HISTORY     - 1969     MONUMENTED       CGS
 BK2685  HISTORY     - 1977     GOOD             NGS
 BK2685
 BK2685                          STATION DESCRIPTION
 BK2685
 BK2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2685'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF THE JUNCTION
 BK2685'U. S. HIGHWAYS 190 AND 167, 9 MILES NORTH-NORTHWEST OF THE JUNCTION
 BK2685'OF INTERSTATE 10 AND U. S. HIGHWAY 167, 7 MILES WEST-SOUTHWEST OF
 BK2685'ARNAUDVILLE, 2-1/2 MILES SOUTH-SOUTHWEST OF GRAND COTEAU AND 2
 BK2685'MILES SOUTH-SOUTHEAST OF SUNSET.  IT IS ON U. S. HIGHWAY 167
 BK2685'RIGHT-OF-WAY THAT IS ON THE EAST SIDE OF THE NORTH BOUND LANE.
 BK2685'
 BK2685'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 167 AND STATE
 BK2685'HIGHWAY 182, EAST OF SUNSET, GO SOUTHERLY ON U. S. HIGHWAY 167 FOR
 BK2685'0.9 MILE TO 28A033 (LDH) (AZIMUTH MARK) ON THE RIGHT.  CONTINUE
 BK2685'SOUTHERLY ON U. S. HIGHWAY 167 FOR 0.9 MILE TO A CROSSOVER ON THE
 BK2685'LEFT, TURN LEFT ACROSS HIGHWAY TO THE EAST RIGHT-OF-WAY THEN TURN
 BK2685'LEFT AND GO NORTH FOR 0.05 MILE TO STATION AS DESCRIBED.
 BK2685'
 BK2685'STATION IS A STANDARD DISK, STAMPED SUNSET 1969, SET IN THE TOP OF
 BK2685'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS 79
 BK2685'FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 167, 40 FEET NORTHWEST
 BK2685'OF UTILITY POLE, 27 FEET WEST OF FENCELINE AND 3 FEET SOUTH OF
 BK2685'METAL WITNESS POST WITH SIGN ATTACHED.
 BK2685'
 BK2685'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUNSET NO 1 1969, SET
 BK2685'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BK2685'2 INCHES.  IT IS 107 FEET SOUTH OF UTILITY POLE, 106.5 FEET EAST OF
 BK2685'THE CENTERLINE OF U. S. HIGHWAY 167 AND 1 FOOT WEST OF FENCELINE.
 BK2685'
 BK2685'28A032 (LDH) (RM 2) IS A LOUISIANA DEPARTMENT OF HIGHWAYS DISK,
 BK2685'STAMPED 28A032, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2685'MONUMENT, THAT PROJECTS 2 INCHES.  IT IS 103 FEET EAST OF THE NORTH
 BK2685'BOUND CENTERLINE OF U. S. HIGHWAY 167, 95 FEET NORTHEAST OF
 BK2685'ENTRANCE OF DRIVEWAY, 92 FEET WEST OF POWERLINE POLE WITH
 BK2685'TRANSFORMER ATTACHED, 2.5 FEET WEST OF FENCELINE AND 1.8
 BK2685'FEET SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED.
 BK2685'
 BK2685'28A033 (LDH) (AZIMUTH MARK) IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2685'DISK, STAMPED 28A033, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BK2685'CONCRETE MONUMENT, THAT PROJECTS 2 INCHES.  IT IS 102.5 FEET WEST OF
 BK2685'THE SOUTH BOUND CENTERLINE OF U. S. HIGHWAY 167, 3 FEET EAST OF
 BK2685'FENCELINE AND 1 FOOT NORTH OF METAL WITNESS POST WITH SIGN
 BK2685'ATTACHED.
 BK2685'
 BK2685'NO MEASUREMENT BETWEEN RM 1 AND 2 BECAUSE OF FENCE IN LINE.
 BK2685'
 BK2685'HEIGHT OF LIGHT ABOVE STATION MARK 34.39 METERS.
 BK2685
 BK2685                          STATION RECOVERY (1977)
 BK2685
 BK2685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BK2685'THE STATION WAS VISITED 11-10-77 AND THE STATION MARK, REFERENCE MARK
 BK2685'NO. 1 AND 28A032 (LDH) WERE FOUND IN GOOD CONDITION.  28A033 (LDH)
 BK2685'USED AS THE AZIMUTH MARK WAS FOUND DESTROYED.  A DIFFERENCE WAS
 BK2685'FOUND IN THE MEASUREMENT TO 28A032 (LDH) OF 0.86 FEET.  THE CORRECT
 BK2685'MEASUREMENT BEING 207.95 FEET.  THE STATION WAS MOVED AT THIS
 BK2685'DATE DUE TO HIGHWAY CONSTRUCTION BY ESTABLISHING A NEW STATION
 BK2685'SUNSET 2 1977 A DISTANCE OF 16.803 METERS SOUTHEAST OF THE
 BK2685'STATION.  REFERENCE MARK NO. 1 AND 28A032 (LDH) WERE USED TO
 BK2685'REFERENCE THE NEW STATION AND 28A031 RESET 1977 WAS ESTABLISHED
 BK2685'AS THE AZIMUTH MARK.  THE STATION UNDERGROUND MARK WILL BE
 BK2685'UNDER THE NEW FRONTAGE ROAD.  THE SURFACE MARK DISK WAS RECLAMED.
 BK2685'SEE DESCRIPTION FOR STATION SUNSET 2 1977.
 BK2685'
 BK2685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH OF
 BK2685'LAFAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2684 ***********************************************************************
 BK2684  DESIGNATION -  SUNSET 2
 BK2684  PID         -  BK2684
 BK2684  STATE/COUNTY-  LA/ST LANDRY
 BK2684  USGS QUAD   -  SUNSET (1983)
 BK2684
 BK2684                         *CURRENT SURVEY CONTROL
 BK2684  ___________________________________________________________________
 BK2684* NAD 83(1992)-  30 23 02.69894(N)    092 03 15.63226(W)     ADJUSTED  
 BK2684* NAVD 88     -        14.6  **(meters)      48.   **(feet)  VERTCON   
 BK2684  **This station is located in a subsidence area (see below).
 BK2684  ___________________________________________________________________
 BK2684  X           -    -197,405.402 (meters)                     COMP
 BK2684  Y           -  -5,503,293.747 (meters)                     COMP
 BK2684  Z           -   3,207,168.985 (meters)                     COMP
 BK2684  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2684  ELLIP HEIGHT-         -12.98  (meters)          (06/26/02) GPS OBS
 BK2684  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2684
 BK2684  HORZ ORDER  -  SECOND
 BK2684  ELLP ORDER  -  FOURTH    CLASS II
 BK2684
 BK2684.The horizontal coordinates were established by classical geodetic methods
 BK2684.and adjusted by the National Geodetic Survey in January 1993..
 BK2684
 BK2684 ** The orthometric height has not been validated since last determined
 BK2684 ** by differential leveling and should not be used for control purposes.
 BK2684 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2684 ** area with valid NAVD 88 orthometric heights.
 BK2684 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2684 ** epoch indicated which incorporates improved geoid heights for the
 BK2684 ** Southern Louisiana Subsidence area.
 BK2684 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2684
 BK2684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2684
 BK2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2684
 BK2684.The ellipsoidal height was determined by GPS observations
 BK2684.and is referenced to NAD 83.
 BK2684
 BK2684.The geoid height was determined by GEOID03.
 BK2684
 BK2684;                    North         East     Units Scale Factor Converg.
 BK2684;SPC LA S     -   209,059.361   930,706.038   MT  0.99994803   -0 21 37.8
 BK2684;SPC LA S     -   685,888.92  3,053,491.39   sFT  0.99994803   -0 21 37.8
 BK2684;UTM  15      - 3,361,725.365   590,855.261   MT  0.99970183   +0 28 42.0
 BK2684
 BK2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2684!SPC LA S     -   1.00000204  x   0.99994803  =   0.99995007
 BK2684!UTM  15      -   1.00000204  x   0.99970183  =   0.99970387
 BK2684
 BK2684|---------------------------------------------------------------------|
 BK2684| PID    Reference Object                     Distance      Geod. Az  |
 BK2684|                                                           dddmmss.s |
 BK2684| BK2416 28 A 032                             49.824 METERS 16710     |
 BK2684| BK2417 28 A 031 RESET                      APPROX. 1.4 KM 1675048.8 |
 BK2684| BK2685 SUNSET                               16.806 METERS 30531     |
 BK2684| CW1521 SUNSET RM 1                          53.508 METERS 34114     |
 BK2684|---------------------------------------------------------------------|
 BK2684
 BK2684                          SUPERSEDED SURVEY CONTROL
 BK2684
 BK2684  ELLIP H (01/21/93)  -12.83   (m)                       GP(       ) 4 2
 BK2684  NAD 83(1986)-  30 23 02.71900(N)    092 03 15.62634(W) AD(       ) 2
 BK2684  NAD 27      -  30 23 02.00547(N)    092 03 15.19256(W) AD(       ) 2
 BK2684  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 BK2684
 BK2684.Superseded values are not recommended for survey control.
 BK2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2684.See file dsdata.txt to determine how the superseded data were derived.
 BK2684
 BK2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9085561725(NAD 83)
 BK2684_MARKER: DS = TRIANGULATION STATION DISK
 BK2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2684_SP_SET: CONCRETE POST
 BK2684_STAMPING: SUNSET 2 1977
 BK2684_MARK LOGO: NGS   
 BK2684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2684+STABILITY: SURFACE MOTION
 BK2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2684+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 BK2684
 BK2684  HISTORY     - Date     Condition        Report By
 BK2684  HISTORY     - 1977     MONUMENTED       NGS
 BK2684  HISTORY     - 1977     GOOD             NGS
 BK2684  HISTORY     - 1980     GOOD             LADTD
 BK2684  HISTORY     - 19881116 GOOD             LADTD
 BK2684  HISTORY     - 19890310 GOOD
 BK2684  HISTORY     - 20030512 GOOD             USPSQD
 BK2684  HISTORY     - 20040918 GOOD             USPSQD
 BK2684  HISTORY     - 20060803 GOOD             USPSQD
 BK2684
 BK2684                          STATION DESCRIPTION
 BK2684
 BK2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 BK2684'LOCATED 10 MILES SOUTHEAST OF THE JUNCTION OF INTERSTATE I-49 AND
 BK2684'U. S. HIGHWAY 190 IN OPLEOUSAS AND 9 MILES NORTH OF THE INTERSECTION
 BK2684'OF INTERSTATE HIGHWAYS I-49 AND I-10 IN LAFAYETTE, ON PROPERTY
 BK2684'OWNED BY MR. L. MILLER AND IN THE NORTHWEST CORNER OF HIS FRONT
 BK2684'LAWN.  IT IS IN LINE WITH AN EAST-WEST ROW OF OAK TREES AND 26
 BK2684'FEET WEST OF THE MOST WESTERLY ONE OF THE TREES.  IT IS 114 FEET
 BK2684'EAST OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY I-49, 14 FEET SSE
 BK2684'OF A FENCE CORNER AND A TELEPHONE POLE, 164 FEET WEST OF THE
 BK2684'NORTHWEST CORNER OF THE MILLER RESIDENT, 9.5 FEET NORTH OF THE
 BK2684'PROJECTED PLANE OF THE NORTH WALL OF THE MILLER HOUSE AND 106 FEET
 BK2684'NORTH OF THE CENTER OF THE DRIVEWAY TO THE MILLER HOUSE.  IT IS
 BK2684'A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE POST FLUSH
 BK2684'WITH THE GROUND.  THE UNDERGROUND DISK IS 38 INCHES BELOW THE
 BK2684'SURFACE OF THE GROUND.  BOTH DISKS ARE STAMPED SUNSET 2 1977.
 BK2684'
 BK2684'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES I-10 AND I-49,
 BK2684'GO NORTH ON INTERSTATE HIGHWAY I-49 FOR 8.70 MILES TO THE MARK ON
 BK2684'THE RIGHT.  THIS IS 1.8 MILES SOUTH OF THE INTERCHANGE ON STATE
 BK2684'HIGHWAY 182.
 BK2684'
 BK2684'REFERENCE MARK NO. 1 IS 175.55 FEET NORTH OF THE STATION, 1 FOOT WEST
 BK2684'OF THE RIGHT-OF-WAY FENCE LINE, 107 FEET SOUTH OF A TELEPHONE POLE,
 BK2684'106 FEET EAST OF THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE
 BK2684'HIGHWAY I-49, 162 FEET NORTH OF A TELEPHONE POLE AND FENCE CORNER
 BK2684'AND 18 FEET NORTHWEST OF A 12-INCH OAK TREE.  IT IS A REFERENCE MARK
 BK2684'DISK STAMPED SUNSET NO 1 1969, SET IN THE TOP OF A 12-INCH CONCRETE
 BK2684'MONUMENT FLUSH WITH THE GROUND.
 BK2684'
 BK2684'REFERENCE MARK 2(28A032)LADHIS 163.49 FEET SOUTH OF THE STATION.  IT
 BK2684'IS 549 FEET SOUTH OF THE CENTER OF THE CONCRETE DRIVEWAY TO THE
 BK2684'MILLER HOUSE, 2.5 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 78 FEET
 BK2684'NORTH OF THE CENTER OF THE NORTH LANE OF THE ENTRANCE TO CARNIVAL
 BK2684'BEACH, 103 FEET EAST OF THE NORTH BOUND LANE ON INTERSTATE
 BK2684'HIGHWAY I-49, 24 FEET SOUTH OF A FENCE CORNER, 1 FOOT NORTH OF A
 BK2684'METAL WITNESS POST AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BK2684'USC AND GS AND STATE SURVEY DISK STAMPED 28A032, FLUSH WITH THE
 BK2684'GROUND.
 BK2684'
 BK2684'28A031 RESET 1977 IS 0.82 MILE SOUTH OF THE STATION, 149 FEET WEST OF
 BK2684'THE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY I-49, 12
 BK2684'FEET NORTH OF A FENCE CORNER, 5 FEET EAST OF A RIGHT-OF-WAY FENCE
 BK2684'LINE, 47 FEET WEST OF THE CENTER OF THE FRONTAGE ROAD, 150 FEET NNE
 BK2684'OF THE NE CORNER OF AN OLD BARN, 149 FEET SOUTHEAST OF A 2-FOOT
 BK2684'PECAN TREE.  IT IS STAMPED 28A031 RESET 1977 FLUSH WITH THE GROUND.
 BK2684'
 BK2684'NEAREST TOWN--LAFAYETTE.
 BK2684
 BK2684                          STATION RECOVERY (1977)
 BK2684
 BK2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BK2684'RECOVERED IN GOOD CONDITION.
 BK2684
 BK2684                          STATION RECOVERY (1980)
 BK2684
 BK2684'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BK2684'THE STATION MARK, REFERENCE MARK NO. 1, AND 28A032 WERE FOUND TO BE
 BK2684'IN GOOD CONDITION.  THE 1977 DESCRIPTION IS ADEQUATE TO RECOVER MARKS.
 BK2684
 BK2684                          STATION RECOVERY (1988)
 BK2684
 BK2684'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BK2684'THE STATION IS LOCATED 16.1 KM (10.00 MI) SOUTHEAST OF THE JUNCTION OF
 BK2684'INTERSTATE HIGHWAY 49 AND U S HIGHWAY 190 IN OPELOUSAS AND 14.5 KM
 BK2684'(9.00 MI) NORTH OF THE INTERSECTION OF INTERSTATE HIGHWAYS 49 AND 10
 BK2684'IN LAFAYETTE.  OWNERSHIP--MR. L MILLER.
 BK2684'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 49 AND
 BK2684'10 GO NORTH FOR 14 KM (8.70 MI) ON HIGHWAY 49 TO THE STATION ON THE
 BK2684'RIGHT IN THE NORTHWEST CORNER OF MR. MILLERS YARD AND ALSO 3.7 KM
 BK2684'(2.30 MI) SOUTH OF THE INTERCHANGE OF HIGHWAY 49 AND STATE HIGHWAY 93
 BK2684'AT SUNSET.
 BK2684'THE STATION IS FLUSH WITH THE GROUND IN LINE WITH AN EAST-WEST LINE OF
 BK2684'OAK TREES, 50 M (164.0 FT) WEST FROM THE NORTHWEST CORNER OF MR.
 BK2684'MILLERS RESIDENCE, 34.8 M (114.2 FT) EAST-NORTHEAST FROM THE CENTER OF
 BK2684'THE NORTH BOUND LANES OF HIGHWAY 49, 32.3 M (106.0 FT) NORTH FROM THE
 BK2684'CENTER OF THE DRIVE LEADING TO THE MILLER HOUSE, 13.3 M (43.6 FT)
 BK2684'EAST-NORTHEAST FROM THE CENTER OF THE SERVICE ROAD, 7.9 M (25.9 FT)
 BK2684'WEST FROM THE MOST WESTERLY ONE OF THE LINE OF OAK TREES, 4.6 M
 BK2684'(15.1 FT) SOUTH-SOUTHEAST FROM A TELEPHONE POLE, 4.1 M (13.5 FT)
 BK2684'EAST-SOUTHEAST FROM A METAL WITNESS POST WITH A SIGN ATTACHED AND 2.9
 BK2684'M (9.5 FT) NORTH FROM THE PROJECTED PLANE OF THE NORTH WALL OF THE
 BK2684'MILLER HOUSE.
 BK2684
 BK2684                          STATION RECOVERY (1989)
 BK2684
 BK2684'RECOVERED 1989
 BK2684'RECOVERED IN GOOD CONDITION.
 BK2684
 BK2684                          STATION RECOVERY (2003)
 BK2684
 BK2684'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK2684'RECOVERED IN GOOD CONDITION.
 BK2684
 BK2684                          STATION RECOVERY (2004)
 BK2684
 BK2684'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK2684' 
 BK2684' 
 BK2684
 BK2684                          STATION RECOVERY (2006)
 BK2684
 BK2684'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2687 ***********************************************************************
 BK2687  DESIGNATION -  SUNSET NW MUN TANK
 BK2687  PID         -  BK2687
 BK2687  STATE/COUNTY-  LA/ST LANDRY
 BK2687  USGS QUAD   -  SUNSET (1983)
 BK2687
 BK2687                         *CURRENT SURVEY CONTROL
 BK2687  ___________________________________________________________________
 BK2687* NAD 83(1992)-  30 24 41.72144(N)    092 04 01.43106(W)     ADJUSTED  
 BK2687* NAVD 88     -                                                        
 BK2687  **This station is located in a subsidence area (see below).
 BK2687  ___________________________________________________________________
 BK2687  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2687  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2687
 BK2687  HORZ ORDER  -  THIRD
 BK2687
 BK2687.The horizontal coordinates were established by classical geodetic methods
 BK2687.and adjusted by the National Geodetic Survey in January 1993..
 BK2687
 BK2687 ** The orthometric height has not been validated since last determined
 BK2687 ** by differential leveling and should not be used for control purposes.
 BK2687 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2687 ** area with valid NAVD 88 orthometric heights.
 BK2687 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2687 ** epoch indicated which incorporates improved geoid heights for the
 BK2687 ** Southern Louisiana Subsidence area.
 BK2687 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2687
 BK2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2687
 BK2687.The geoid height was determined by GEOID03.
 BK2687
 BK2687;                    North         East     Units Scale Factor Converg.
 BK2687;SPC LA S     -   212,116.226   929,502.917   MT  0.99995135   -0 22 00.7
 BK2687;SPC LA S     -   695,917.98  3,049,544.15   sFT  0.99995135   -0 22 00.7
 BK2687;UTM  15      - 3,364,763.527   589,607.819   MT  0.99969906   +0 28 20.2
 BK2687
 BK2687                          SUPERSEDED SURVEY CONTROL
 BK2687
 BK2687  NAD 83(1986)-  30 24 41.74163(N)    092 04 01.42531(W) AD(       ) 4
 BK2687  NAD 27      -  30 24 41.02827(N)    092 04 00.99043(W) AD(       ) 3
 BK2687
 BK2687.Superseded values are not recommended for survey control.
 BK2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2687.See file dsdata.txt to determine how the superseded data were derived.
 BK2687
 BK2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8960864764(NAD 83)
 BK2687_MARKER: 53 = ELEVATED TANK
 BK2687
 BK2687  HISTORY     - Date     Condition        Report By
 BK2687  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2687
 BK2687                          STATION DESCRIPTION
 BK2687
 BK2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2687'THE STATION IS THE TOP-CENTER OF THE TANK.  IT IS A FOUR-LEGGED STEEL
 BK2687'STRUCTURE PAINTED SILVER WITH AN OVERALL HEIGHT OF 120 FEET.
 BK2687'
 BK2687'IT IS LOCATED IN THE NORTHWEST PART OF SUNSET IN THE SOUTHEAST ANGLE
 BK2687'OF THE INTERSECTION OF RAILROAD AVENUE AND ANNA STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0842 ***********************************************************************
 AV0842  DESIGNATION -  SUP 168C 1
 AV0842  PID         -  AV0842
 AV0842  STATE/COUNTY-  LA/CAMERON
 AV0842  USGS QUAD   -  
 AV0842
 AV0842                         *CURRENT SURVEY CONTROL
 AV0842  ___________________________________________________________________
 AV0842* NAD 83(1992)-  29 24 24.98607(N)    093 24 22.59841(W)     ADJUSTED  
 AV0842* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0842  ___________________________________________________________________
 AV0842  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AV0842  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AV0842
 AV0842  HORZ ORDER  -  SECOND
 AV0842
 AV0842.The horizontal coordinates were established by classical geodetic methods
 AV0842.and adjusted by the National Geodetic Survey in January 1993..
 AV0842
 AV0842.The orthometric height was scaled from a topographic map.
 AV0842
 AV0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0842
 AV0842.The geoid height was determined by GEOID03.
 AV0842
 AV0842;                    North         East     Units Scale Factor Converg.
 AV0842;SPC LA S     -   102,350.688   798,825.995   MT  0.99997909   -1 02 11.4
 AV0842;SPC LA S     -   335,795.55  2,620,814.95   sFT  0.99997909   -1 02 11.4
 AV0842;UTM  15      - 3,253,141.131   460,584.431   MT  0.99961917   -0 11 58.2
 AV0842
 AV0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0842!SPC LA S     -   1.00000402  x   0.99997909  =   0.99998311
 AV0842!UTM  15      -   1.00000402  x   0.99961917  =   0.99962318
 AV0842
 AV0842|---------------------------------------------------------------------|
 AV0842| PID    Reference Object                     Distance      Geod. Az  |
 AV0842|                                                           dddmmss.s |
 AV0842| CV9448 SUP 168C 1 RM 1                      25.748 METERS 03312     |
 AV0842| CV9449 SUP 168C 1 RM 2                      28.867 METERS 12945     |
 AV0842| AV0843 SUPERIOR 149 D                      APPROX. 2.2 KM 3333914.9 |
 AV0842|---------------------------------------------------------------------|
 AV0842
 AV0842                          SUPERSEDED SURVEY CONTROL
 AV0842
 AV0842  NAD 83(1986)-  29 24 25.00959(N)    093 24 22.58010(W) AD(       ) 2
 AV0842
 AV0842.Superseded values are not recommended for survey control.
 AV0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0842.See file dsdata.txt to determine how the superseded data were derived.
 AV0842
 AV0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6058453141(NAD 83)
 AV0842_MARKER: H = DRILL HOLE
 AV0842_SETTING: 0 = UNSPECIFIED SETTING
 AV0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0842
 AV0842  HISTORY     - Date     Condition        Report By
 AV0842  HISTORY     - 1963     MONUMENTED       CGS
 AV0842
 AV0842                          STATION DESCRIPTION
 AV0842
 AV0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0842'STATION IS LOCATED IN THE GULF OF MEXICO ON AN OIL WELL PLATFORM
 AV0842'OWNED BY THE SUPERIOR OIL CO.  IT IS ABOUT 28 MILES SOUTH-SOUTHWEST
 AV0842'OF CAMERON, LA.  AND ABOUT 25 MILES SOUTH OF THE COASTLINE.  IT IS
 AV0842'IN THE WEST CAMERON AREA, FIELD 149 AND IN THE NORTH HALF OF BLOCK
 AV0842'168.  THE STATION IS LOCATED ON THE TOP DECK OF THE PLATFORM
 AV0842'WHICH IS ABOUT 50 FEET ABOVE THE WATER.
 AV0842'
 AV0842'THE NEAREST PORT IS CAMERON, LOUISIANA.
 AV0842'
 AV0842'STATION MARK IS STAMPED SUP. 168 C-1 1963.  IT IS A DRILL HOLE IN A
 AV0842'STEEL CROSS MEMBER SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A
 AV0842'TRIANGLE.  IT IS 42 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 AV0842'PLATFORM, 6 FEET NORTHEAST OF OF SOUTHWEST SIDE OF PLATFORM, 8.3
 AV0842'FEET NORTHWEST OF CENTER OF A STEEL SKID BEAM AND 1.8 FEET
 AV0842'SOUTHEAST OF CENTER OF A STEEL SKID BEAM.
 AV0842'
 AV0842'REFERENCE MARK NUMBER 1 IS STAMPED RM NO 1.  IT IS A DRILL HOLE IN
 AV0842'A STEEL SKID BEAM SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A
 AV0842'TRIANGLE WITH A CHISELED ARROW POINTING TOWARD STATION.  IT IS 10
 AV0842'FEET EAST OF NORTHWEST EDGE OF PLATFORM AND 5.7 FEET SOUTHWEST OF
 AV0842'NORTHEAST EDGE OF PLATFORM.
 AV0842'
 AV0842'REFERENCE MARK NUMBER 2 IS STAMPED RM NO 2.  IT IS A DRILL HOLE IN
 AV0842'A STEEL I BEAM SURROUNDED BY A CHISELED TRIANGLE WITH A CHISELED
 AV0842'ARROW POINTING TOWARD STATION.  IT IS ABOUT 2 FEET UNDER THE
 AV0842'DECKING OF THE PLATFORM.  IT IS 13.5 FEET NORTH-NORTHWEST OF
 AV0842'SOUTHEAST EDGE OF PLATFORM AND 3.2 FEET SOUTH-SOUTHWEST OF CENTER
 AV0842'OF TOP STEP OF A STAIRWELL.  TRIANGULATION STATION SUPERIOR
 AV0842'149-D WAS USED AS AZIMUTH MARK.
 AV0842'
 AV0842'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0843 ***********************************************************************
 AV0843  DESIGNATION -  SUPERIOR 149 D
 AV0843  PID         -  AV0843
 AV0843  STATE/COUNTY-  LA/VERMILION
 AV0843  USGS QUAD   -  
 AV0843
 AV0843                         *CURRENT SURVEY CONTROL
 AV0843  ___________________________________________________________________
 AV0843* NAD 83(1992)-  29 25 30.15920(N)    093 24 59.46639(W)     ADJUSTED  
 AV0843* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0843  ___________________________________________________________________
 AV0843  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AV0843  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AV0843
 AV0843  HORZ ORDER  -  THIRD
 AV0843
 AV0843.The horizontal coordinates were established by classical geodetic methods
 AV0843.and adjusted by the National Geodetic Survey in January 1993..
 AV0843
 AV0843.The orthometric height was scaled from a topographic map.
 AV0843
 AV0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0843
 AV0843.The geoid height was determined by GEOID03.
 AV0843
 AV0843;                    North         East     Units Scale Factor Converg.
 AV0843;SPC LA S     -   104,374.992   797,868.708   MT  0.99997589   -1 02 29.8
 AV0843;SPC LA S     -   342,436.95  2,617,674.25   sFT  0.99997589   -1 02 29.8
 AV0843;UTM  15      - 3,255,150.515   459,598.028   MT  0.99962014   -0 12 16.7
 AV0843
 AV0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0843!SPC LA S     -   1.00000403  x   0.99997589  =   0.99997992
 AV0843!UTM  15      -   1.00000403  x   0.99962014  =   0.99962417
 AV0843
 AV0843                          SUPERSEDED SURVEY CONTROL
 AV0843
 AV0843  NAD 83(1986)-  29 25 30.18274(N)    093 24 59.44810(W) AD(       ) 3
 AV0843
 AV0843.Superseded values are not recommended for survey control.
 AV0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0843.See file dsdata.txt to determine how the superseded data were derived.
 AV0843
 AV0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN5959855151(NAD 83)
 AV0843_MARKER: H = DRILL HOLE
 AV0843_SETTING: 0 = UNSPECIFIED SETTING
 AV0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0843
 AV0843  HISTORY     - Date     Condition        Report By
 AV0843  HISTORY     - 1963     MONUMENTED       CGS
 AV0843
 AV0843                          STATION DESCRIPTION
 AV0843
 AV0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0843'THIS IS AN UNOCCUPIED STATION.
 AV0843'
 AV0843'STATION IS LOCATED ON THE STORAGE DECK OF AN OIL WELL PLATFORM WHICH
 AV0843'IS IN BLOCK 149 OF THE WEST CAMERON AREA IN THE GULF OF MEXICO,
 AV0843'ABOUT 28 MILES SOUTHWEST OF CAMERON, LOUISIANA AND ABOUT 25 MILES
 AV0843'SOUTH OF THE LOUISIANA COASTLINE.  STATION, A QUARTER INCH DRILL
 AV0843'HOLE SURROUNDED BY THREE OTHER QUARTER INCH DRILLHOLES WHICH FORM A
 AV0843'TRIANGLE AND STAMPED SUPERIOR 149 D AZIMUTH 1963 IS IN THE TOP
 AV0843'OF THE FIRST I BEAM FROM THE SOUTH-SOUTHEAST EDGE OF PLATFORM,
 AV0843'6.6 FEET SOUTH-SOUTHEAST OF LADDER LEADING TO HELIPORT AND 18.5
 AV0843'FEET NORTHEAST OF A BEACON LIGHT AT THE CORNER OF THE
 AV0843'PLATFORM.
 AV0843'
 AV0843'STATION WAS REACHED BY BOAT FROM CAMERON, LOUISIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0701 ***********************************************************************
 AV0701  DESIGNATION -  SUPERIOR 35 A
 AV0701  PID         -  AV0701
 AV0701  STATE/COUNTY-  LA/VERMILION
 AV0701  USGS QUAD   -  
 AV0701
 AV0701                         *CURRENT SURVEY CONTROL
 AV0701  ___________________________________________________________________
 AV0701* NAD 83(1992)-  29 26 42.78114(N)    092 22 23.21447(W)     ADJUSTED  
 AV0701* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0701  ___________________________________________________________________
 AV0701  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AV0701  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AV0701
 AV0701  HORZ ORDER  -  SECOND
 AV0701
 AV0701.The horizontal coordinates were established by classical geodetic methods
 AV0701.and adjusted by the National Geodetic Survey in January 1993..
 AV0701
 AV0701.The orthometric height was scaled from a topographic map.
 AV0701
 AV0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0701
 AV0701.The geoid height was determined by GEOID03.
 AV0701
 AV0701;                    North         East     Units Scale Factor Converg.
 AV0701;SPC LA S     -   105,231.221   899,126.167   MT  0.99997244   -0 31 11.7
 AV0701;SPC LA S     -   345,246.10  2,949,883.10   sFT  0.99997244   -0 31 11.7
 AV0701;UTM  15      - 3,257,476.984   560,795.689   MT  0.99964561   +0 18 29.4
 AV0701
 AV0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0701!SPC LA S     -   1.00000397  x   0.99997244  =   0.99997641
 AV0701!UTM  15      -   1.00000397  x   0.99964561  =   0.99964958
 AV0701
 AV0701|---------------------------------------------------------------------|
 AV0701| PID    Reference Object                     Distance      Geod. Az  |
 AV0701|                                                           dddmmss.s |
 AV0701| CV9450 SUPERIOR 35 A RM 1                   24.145 METERS 03954     |
 AV0701| AV0692 SUPERIOR 71 3 4                     APPROX.23.3 KM 1265059.1 |
 AV0701| CV9451 SUPERIOR 35 A RM 2                   11.367 METERS 12931     |
 AV0701|---------------------------------------------------------------------|
 AV0701
 AV0701                          SUPERSEDED SURVEY CONTROL
 AV0701
 AV0701  NAD 83(1986)-  29 26 42.80290(N)    092 22 23.19818(W) AD(       ) 2
 AV0701
 AV0701.Superseded values are not recommended for survey control.
 AV0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0701.See file dsdata.txt to determine how the superseded data were derived.
 AV0701
 AV0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6079657477(NAD 83)
 AV0701_MARKER: H = DRILL HOLE
 AV0701_SETTING: 0 = UNSPECIFIED SETTING
 AV0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0701
 AV0701  HISTORY     - Date     Condition        Report By
 AV0701  HISTORY     - 1963     MONUMENTED       CGS
 AV0701
 AV0701                          STATION DESCRIPTION
 AV0701
 AV0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0701'STATION IS LOCATED ON THE TOP DECK OF AN OILWELL PLATFORM WHICH
 AV0701'BELONGS TO THE SUPERIOR OIL COMPANY, IN THE VERMILION AREA, BLOCK
 AV0701'35, ABOUT 22 MILES SOUTHWEST OF THE WEST END OF MARSH ISLAND AND
 AV0701'7 MILES SOUTH OF THE COASTLINE OF LOUISIANA.
 AV0701'
 AV0701'STATION IS AT THE TOP AND AT THE JUNCTION OF TWO SKID BEAMS, MARKED
 AV0701'BY A DRILL HOLE, SURROUNDED BY THREE DRILL HOLES, STAMPED SUPERIOR
 AV0701'35 A 1963.  IT IS AT THE SOUTHWEST END OF THE PLATFORM DECK, 16.6
 AV0701'FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE DECK AND 8 FEET
 AV0701'NORTHEAST OF THE SOUTHWEST EDGE OF THE DECK.
 AV0701'
 AV0701'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE WITH AN ARROW
 AV0701'CHISELED THROUGH THE CENTER, POINTING TOWARD THE STATION,
 AV0701'SURROUNDED BY 3 DRILL HOLES, STAMPED RM 1.  IT IS AT THE NORTHWEST
 AV0701'END OF THE DECK AND IN THE SAME SKID BEAM AS THE STATION.  IT IS
 AV0701'2.8 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE DECK AND 20.2 FEET
 AV0701'SOUTHEAST OF THE TOP-CENTER OF THE STAIRWAY.
 AV0701'
 AV0701'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE WITH AN ARROW
 AV0701'CHISELED THROUGH THE CENTER, POINTING TOWARD THE STATION,
 AV0701'SURROUNDED BY THREE DRILL HOLES, STAMPED RM 2.  IT IS NEAR THE
 AV0701'SOUTHEAST CORNER OF THE DECK, 3.25 FEET NORTHWEST OF THE SOUTHEAST
 AV0701'EDGE OF THE DECK AND 8.8 FEET NORTH OF THE SOUTHEAST CORNER OF
 AV0701'THE DECK.
 AV0701'
 AV0701'PLATFORM DECK MEASURES ABOUT 90 X 50 FEET AND 47 FEET ABOVE THE
 AV0701'WATER.
 AV0701'
 AV0701'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0691 ***********************************************************************
 AV0691  DESIGNATION -  SUPERIOR 71 1
 AV0691  PID         -  AV0691
 AV0691  STATE/COUNTY-  LA/VERMILION
 AV0691  USGS QUAD   -  
 AV0691
 AV0691                         *CURRENT SURVEY CONTROL
 AV0691  ___________________________________________________________________
 AV0691* NAD 83(1992)-  29 18 59.38178(N)    092 10 13.49657(W)     ADJUSTED  
 AV0691* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0691  ___________________________________________________________________
 AV0691  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AV0691  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AV0691
 AV0691  HORZ ORDER  -  THIRD
 AV0691
 AV0691.The horizontal coordinates were established by classical geodetic methods
 AV0691.and adjusted by the National Geodetic Survey in January 1993..
 AV0691
 AV0691.The orthometric height was scaled from a topographic map.
 AV0691
 AV0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0691
 AV0691.The geoid height was determined by GEOID03.
 AV0691
 AV0691;                    North         East     Units Scale Factor Converg.
 AV0691;SPC LA S     -    90,802.964   918,686.317   MT  0.99999655   -0 25 06.8
 AV0691;SPC LA S     -   297,909.39  3,014,056.69   sFT  0.99999655   -0 25 06.8
 AV0691;UTM  15      - 3,243,336.929   580,555.559   MT  0.99968007   +0 24 22.4
 AV0691
 AV0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0691!SPC LA S     -   1.00000391  x   0.99999655  =   1.00000046
 AV0691!UTM  15      -   1.00000391  x   0.99968007  =   0.99968398
 AV0691
 AV0691|---------------------------------------------------------------------|
 AV0691| PID    Reference Object                     Distance      Geod. Az  |
 AV0691|                                                           dddmmss.s |
 AV0691| CV9452 SUPERIOR 71 1 RM 1                   12.038 METERS 02705     |
 AV0691| CV9453 SUPERIOR 71 1 RM 2                   16.765 METERS 12125     |
 AV0691| AV0692 SUPERIOR 71 3 4                     APPROX. 1.1 KM 2852201.5 |
 AV0691|---------------------------------------------------------------------|
 AV0691
 AV0691                          SUPERSEDED SURVEY CONTROL
 AV0691
 AV0691  NAD 83(1986)-  29 18 59.40599(N)    092 10 13.48211(W) AD(       ) 3
 AV0691
 AV0691.Superseded values are not recommended for survey control.
 AV0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0691.See file dsdata.txt to determine how the superseded data were derived.
 AV0691
 AV0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8055643337(NAD 83)
 AV0691_MARKER: H = DRILL HOLE
 AV0691_SETTING: 0 = UNSPECIFIED SETTING
 AV0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0691
 AV0691  HISTORY     - Date     Condition        Report By
 AV0691  HISTORY     - 1963     MONUMENTED       CGS
 AV0691
 AV0691                          STATION DESCRIPTION
 AV0691
 AV0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0691'STATION IS LOCATED IN THE GULF OF MEXICO ON A GAS WELL PLATFORM
 AV0691'OWNED BY THE SUPERIOR OIL COMPANY.  IT IS IN BLOCK 71 OF THE
 AV0691'VERMILION AREA AND IS ABOUT 21 MILES SOUTHWEST OF MARSH ISLAND AND
 AV0691'18 MILES SOUTH OF THE LOUISIANA COASTLINE.  THE STATION IS LOCATED
 AV0691'ON THE TOP DECK OF THE PLATFORM WHICH MEASURES 50 FT. X 50 FT.
 AV0691'AND IS ABOUT 49 FEET ABOVE THE WATER.
 AV0691'
 AV0691'STATION MARK IS STAMPED SUPERIOR 71 -1 1963.  IT IS A DRILL HOLE
 AV0691'SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE AND IS
 AV0691'IN THE SECOND I BEAM COUNTING FROM THE WEST EDGE OF THE PLATFORM.
 AV0691'IT IS 9 FEET NORTHEAST OF SOUTHWEST CORNER OF PLATFORM, 7.5 FEET
 AV0691'NORTH OF SOUTH SIDE OF PLATFORM AND 5 FEET EAST OF WEST SIDE OF
 AV0691'PLATFORM.
 AV0691'
 AV0691'REFERENCE MARK NUMBER 1 IS STAMPED R.M. 1.  IT IS A DRILL HOLE
 AV0691'SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE WITH A
 AV0691'CHISELED ARROW POINTING TOWARD STATION.  IT IS 5.8 FEET SOUTHEAST
 AV0691'OF NORTHWEST CORNER OF PLATFORM, 5 FEET EAST OF WEST SIDE OF
 AV0691'PLATFORM AND 3 FEET SOUTH OF NORTH SIDE OF PLATFORM.
 AV0691'
 AV0691'REFERENCE MARK NUMBER 2 IS STAMPED R.M. 2.  IT IS A DRILL HOLE
 AV0691'SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE WITH A
 AV0691'CHISELED ARROW POINTING TOWARD STATION.  IT IS 10.8 FEET NORTHWEST
 AV0691'OF SOUTHEAST CORNER OF PLATFORM, 10.1 FEET WEST OF EAST SIDE OF
 AV0691'PLATFORM AND 3.6 FEET NORTH OF SOUTH SIDE OF PLATFORM.
 AV0691'
 AV0691'WELLHEAD IS A SINGLE WELL ON A 4 LEGGED PLATFORM UNMARKED BY ANY
 AV0691'SIGN.  IT IS PROBABLY OWNED BY THE SUPERIOR OIL COMPANY.
 AV0691'
 AV0691'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0692 ***********************************************************************
 AV0692  DESIGNATION -  SUPERIOR 71 3 4
 AV0692  PID         -  AV0692
 AV0692  STATE/COUNTY-  LA/VERMILION
 AV0692  USGS QUAD   -  
 AV0692
 AV0692                         *CURRENT SURVEY CONTROL
 AV0692  ___________________________________________________________________
 AV0692* NAD 83(1992)-  29 19 08.85888(N)    092 10 52.85151(W)     ADJUSTED  
 AV0692* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0692  ___________________________________________________________________
 AV0692  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AV0692  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AV0692
 AV0692  HORZ ORDER  -  SECOND
 AV0692
 AV0692.The horizontal coordinates were established by classical geodetic methods
 AV0692.and adjusted by the National Geodetic Survey in January 1993..
 AV0692
 AV0692.The orthometric height was scaled from a topographic map.
 AV0692
 AV0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0692
 AV0692.The geoid height was determined by GEOID03.
 AV0692
 AV0692;                    North         East     Units Scale Factor Converg.
 AV0692;SPC LA S     -    91,102.555   917,626.575   MT  0.99999601   -0 25 26.5
 AV0692;SPC LA S     -   298,892.30  3,010,579.85   sFT  0.99999601   -0 25 26.5
 AV0692;UTM  15      - 3,243,621.143   579,491.951   MT  0.99967797   +0 24 03.2
 AV0692
 AV0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0692!SPC LA S     -   1.00000391  x   0.99999601  =   0.99999992
 AV0692!UTM  15      -   1.00000391  x   0.99967797  =   0.99968188
 AV0692
 AV0692|---------------------------------------------------------------------|
 AV0692| PID    Reference Object                     Distance      Geod. Az  |
 AV0692|                                                           dddmmss.s |
 AV0692| CV9454 SUPERIOR 71 3 4 RM 1                 11.320 METERS 01820     |
 AV0692| AV0691 SUPERIOR 71 1                       APPROX. 1.1 KM 1052142.2 |
 AV0692| CV9455 SUPERIOR 71 3 4 RM 2                 14.130 METERS 11810     |
 AV0692|---------------------------------------------------------------------|
 AV0692
 AV0692                          SUPERSEDED SURVEY CONTROL
 AV0692
 AV0692  NAD 83(1986)-  29 19 08.88297(N)    092 10 52.83681(W) AD(       ) 2
 AV0692
 AV0692.Superseded values are not recommended for survey control.
 AV0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0692.See file dsdata.txt to determine how the superseded data were derived.
 AV0692
 AV0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7949243621(NAD 83)
 AV0692_MARKER: H = DRILL HOLE
 AV0692_SETTING: 0 = UNSPECIFIED SETTING
 AV0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0692
 AV0692  HISTORY     - Date     Condition        Report By
 AV0692  HISTORY     - 1963     MONUMENTED       CGS
 AV0692
 AV0692                          STATION DESCRIPTION
 AV0692
 AV0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0692'STATION IS LOCATED IN THE GULF OF MEXICO ON A GAS WELL PLATFORM
 AV0692'OWNED BY THE SUPERIOR OIL COMPANY.  IT IS IN BLOCK 71 OF THE
 AV0692'VERMILION AREA AND IS ABOUT 21 MILES SOUTHWEST OF MARSH ISLAND AND
 AV0692'17 MILES SOUTH OF THE LOUISIANA COASTLINE.  THE PLATFORM MEASURES
 AV0692'ABOUT 50 FEET X 50 FEET AND IS ABOUT 50 FEET ABOVE THE WATER.
 AV0692'
 AV0692'STATION MARK IS STAMPED SUPERIOR 71 3 4 1963.  IT IS A DRILL HOLE
 AV0692'SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE AND IS IN
 AV0692'THE FIFTH I BEAM COUNTING FROM THE WEST EDGE OF THE PLATFORM.  IT
 AV0692'IS 19.3 FEET EAST OF WEST EDGE OF PLATFORM AND 11 FEET NORTH OF
 AV0692'SOUTH EDGE OF PLATFORM.
 AV0692'
 AV0692'REFERENCE MARK NUMBER 1 IS STAMPED RM 1.  IT IS A DRILL HOLE
 AV0692'SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE WITH A
 AV0692'CHISELED ARROW POINTING TOWARD STATION.  IT IS 19.3 FEET EAST OF
 AV0692'WEST EDGE OF PLATFORM AND 2.4 FEET SOUTH OF NORTH EDGE OF PLATFORM.
 AV0692'
 AV0692'REFERENCE MARK NUMBER 2 IS STAMPED RM 2.  IT IS A DRILL HOLE
 AV0692'SURROUNDED BY THREE DRILL HOLES IN THE SHAPE OF A TRIANGLE WITH A
 AV0692'CHISELED ARROW POINTING TOWARD STATION.  IT IS 5.3 FEET WEST OF
 AV0692'EAST EDGE OF PLATFORM AND 3.1 FEET NORTH OF SOUTH EDGE OF PLATFORM.
 AV0692'
 AV0692'THE OIL WELL WELLHEAD IS ON A 4 LEGGED PLATFORM WHICH IS
 AV0692'UNMARKED BY ANY SIGN.  ONLY THE UPPERMOST PART OF THE WELLHEAD IS
 AV0692'VISIBLE FROM THIS STATION AND APPEARS AS A SMALL KNOB CLOSE TO THE
 AV0692'NEAREST LEG.
 AV0692'
 AV0692'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0704 ***********************************************************************
 AV0704  DESIGNATION -  SUPERIOR 76 B
 AV0704  PID         -  AV0704
 AV0704  STATE/COUNTY-  LA/VERMILION
 AV0704  USGS QUAD   -  
 AV0704
 AV0704                         *CURRENT SURVEY CONTROL
 AV0704  ___________________________________________________________________
 AV0704* NAD 83(1992)-  29 17 18.64609(N)    092 23 20.50001(W)     ADJUSTED  
 AV0704* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0704  ___________________________________________________________________
 AV0704  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AV0704  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AV0704
 AV0704  HORZ ORDER  -  SECOND
 AV0704
 AV0704.The horizontal coordinates were established by classical geodetic methods
 AV0704.and adjusted by the National Geodetic Survey in January 1993..
 AV0704
 AV0704.The orthometric height was scaled from a topographic map.
 AV0704
 AV0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0704
 AV0704.The geoid height was determined by GEOID03.
 AV0704
 AV0704;                    North         East     Units Scale Factor Converg.
 AV0704;SPC LA S     -    87,876.922   897,422.436   MT  1.00000245   -0 31 40.3
 AV0704;SPC LA S     -   288,309.53  2,944,293.44   sFT  1.00000245   -0 31 40.3
 AV0704;UTM  15      - 3,240,105.840   559,343.240   MT  0.99964345   +0 17 56.0
 AV0704
 AV0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0704!SPC LA S     -   1.00000391  x   1.00000245  =   1.00000636
 AV0704!UTM  15      -   1.00000391  x   0.99964345  =   0.99964736
 AV0704
 AV0704:                Primary Azimuth Mark                     Grid Az
 AV0704:SPC LA S     -  MOBIL 46 A                               007 29 53.8
 AV0704:UTM  15      -  MOBIL 46 A                               006 40 17.5
 AV0704
 AV0704|---------------------------------------------------------------------|
 AV0704| PID    Reference Object                     Distance      Geod. Az  |
 AV0704|                                                           dddmmss.s |
 AV0704| AV0700 MOBIL 46 A                          APPROX.12.8 KM 0065813.5 |
 AV0704| CV9457 SUPERIOR 76 B RM 2                   12.774 METERS 04524     |
 AV0704| CV9456 SUPERIOR 76 B RM 1                   36.363 METERS 31556     |
 AV0704|---------------------------------------------------------------------|
 AV0704
 AV0704                          SUPERSEDED SURVEY CONTROL
 AV0704
 AV0704  NAD 83(1986)-  29 17 18.66969(N)    092 23 20.48312(W) AD(       ) 2
 AV0704
 AV0704.Superseded values are not recommended for survey control.
 AV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0704.See file dsdata.txt to determine how the superseded data were derived.
 AV0704
 AV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5934340106(NAD 83)
 AV0704_MARKER: H = DRILL HOLE
 AV0704_SETTING: 0 = UNSPECIFIED SETTING
 AV0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0704
 AV0704  HISTORY     - Date     Condition        Report By
 AV0704  HISTORY     - 1963     MONUMENTED       CGS
 AV0704
 AV0704                          STATION DESCRIPTION
 AV0704
 AV0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0704'STATION IS LOCATED IN THE GULF OF MEXICO, ON A PLATFORM OF THE
 AV0704'SUPERIOR OIL COMPANY WHICH IS IN BLOCK 76 OF THE VERMILION AREA.
 AV0704'THE MAIN DECK OF THE PLATFORM IS ABOUT 64 FEET ABOVE THE WATER AND
 AV0704'MEASURES ABOUT 150 X 60 FEET.  THE PLATFORM CAN BE IDENTIFIED BY A
 AV0704'SIGN ON THE SIDE WHICH READS SUPR. VE 76 B.  IT IS ABOUT 29 MILES
 AV0704'SOUTHWEST OF THE WEST END OF MARSH ISLAND AND ABOUT 18.5 MILES
 AV0704'SOUTH OF THE LOUISIANA COASTLINE.
 AV0704'
 AV0704'THE STATION AND REFERENCE MARKS ARE ON THE MAIN DECK OF THE PLATFORM,
 AV0704'BUT THE POINT OCCUPIED WAS A 4 FOOT STAND ON TOP OF THE MOST
 AV0704'WESTERLY OF TWO HELIPORT PLATFORMS.  THE HELIPORT DECK IS
 AV0704'CONSTRUCTED OF WOOD AND IS 4.22 METERS ABOVE THE STATION MARK.
 AV0704'THE POINT OCCUPIED WAS COLLIMATED THROUGH A 1-INCH DRILL HOLE.
 AV0704'
 AV0704'STATION IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3 OTHER 1/4 INCH DRILL
 AV0704'HOLES WHICH FORM A TRIANGLE, ON THE TOP OF A 6-INCH STEEL I BEAM AND
 AV0704'IS STAMPED SUPERIOR 76 B 1963.  IT IS 33 FEET SOUTHWEST OF THE
 AV0704'CENTER OF THE MOST EASTERLY STAIRWAY OF THE MAIN PLATFORM, 9-1/2
 AV0704'FEET SOUTH OF THE SOUTH CORNER OF THE LIVING QUARTERS BUILDING AND
 AV0704'1.9 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PLATFORM.
 AV0704'
 AV0704'REFERENCE MARK NO. 1 IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3 OTHER
 AV0704'1/4 INCH DRILL HOLES WHICH FORM A TRIANGLE, ON THE TOP OF A 13-INCH
 AV0704'STEEL SKID BEAM WHICH PROJECTS 2-INCHES ABOVE THE PLATFORM AND IS
 AV0704'STAMPED R M 1.  IT IS 62-1/2 FEET SOUTH OF THE CENTER OF THE MOST
 AV0704'WESTERLY STAIRWAY OF THE PLATFORM, 19 FEET EAST OF THE EXTREME
 AV0704'SOUTHWEST CORNER OF PLATFORM AND 1.2 FEET NORTHEAST OF THE
 AV0704'SOUTHWEST END OF THE 13-INCH STEEL SKID BEAM.
 AV0704'
 AV0704'REFERENCE MARK NO. 2 IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3 OTHER
 AV0704'1/4 INCH DRILL HOLES WHICH FORM A TRIANGLE, IN THE TOP OF A 6-INCH
 AV0704'STEEL I BEAM AND IS STAMPED R M 2.  IT IS 46-1/2 FEET SOUTHWEST OF
 AV0704'THE NORTHEAST EDGE OF THE PLATFORM, 11.9 FEET EAST OF THE MOST
 AV0704'EASTERLY CORNER OF THE LIVING QUARTERS BUILDING, 9.3 FEET NORTH
 AV0704'OF THE CENTER OF THE MOST WESTERLY STAIRWAY OF THE MAIN PLATFORM
 AV0704'AND 4.8 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE MAIN
 AV0704'PLATFORM.
 AV0704'
 AV0704'HEIGHT OF LIGHT ABOVE STATION MARK 5.58 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0841 ***********************************************************************
 AV0841  DESIGNATION -  SUPERIOR A
 AV0841  PID         -  AV0841
 AV0841  STATE/COUNTY-  LA/CAMERON
 AV0841  USGS QUAD   -  
 AV0841
 AV0841                         *CURRENT SURVEY CONTROL
 AV0841  ___________________________________________________________________
 AV0841* NAD 83(1992)-  29 26 29.30648(N)    093 25 41.01630(W)     ADJUSTED  
 AV0841* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0841  ___________________________________________________________________
 AV0841  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AV0841  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AV0841
 AV0841  HORZ ORDER  -  SECOND
 AV0841
 AV0841.The horizontal coordinates were established by classical geodetic methods
 AV0841.and adjusted by the National Geodetic Survey in January 1993..
 AV0841
 AV0841.The orthometric height was scaled from a topographic map.
 AV0841
 AV0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0841
 AV0841.The geoid height was determined by GEOID03.
 AV0841
 AV0841;                    North         East     Units Scale Factor Converg.
 AV0841;SPC LA S     -   106,216.184   796,782.236   MT  0.99997307   -1 02 50.6
 AV0841;SPC LA S     -   348,477.60  2,614,109.72   sFT  0.99997307   -1 02 50.6
 AV0841;UTM  15      - 3,256,974.995   458,485.171   MT  0.99962127   -0 12 37.5
 AV0841
 AV0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0841!SPC LA S     -   1.00000404  x   0.99997307  =   0.99997711
 AV0841!UTM  15      -   1.00000404  x   0.99962127  =   0.99962531
 AV0841
 AV0841|---------------------------------------------------------------------|
 AV0841| PID    Reference Object                     Distance      Geod. Az  |
 AV0841|                                                           dddmmss.s |
 AV0841| CV9458 SUPERIOR A RM 1                      12.293 METERS 03222     |
 AV0841| AV0805 PURE DA DERRICK                     APPROX.16.7 KM 0521214.6 |
 AV0841| AV0806 MAGNOLIA A                          APPROX.16.3 KM 0582831.6 |
 AV0841| CV9459 SUPERIOR A RM 2                      12.228 METERS 27629     |
 AV0841|---------------------------------------------------------------------|
 AV0841
 AV0841                          SUPERSEDED SURVEY CONTROL
 AV0841
 AV0841  NAD 83(1986)-  29 26 29.33058(N)    093 25 40.99788(W) AD(       ) 2
 AV0841  NAD 27      -  29 26 28.47100(N)    093 25 40.42000(W) AD(       ) 2
 AV0841
 AV0841.Superseded values are not recommended for survey control.
 AV0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0841.See file dsdata.txt to determine how the superseded data were derived.
 AV0841
 AV0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN5848556975(NAD 83)
 AV0841_MARKER: DS = TRIANGULATION STATION DISK
 AV0841_SETTING: 0 = UNSPECIFIED SETTING
 AV0841
 AV0841  HISTORY     - Date     Condition        Report By
 AV0841  HISTORY     - 1955     MONUMENTED       CGS
 AV0841  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 AV0841  HISTORY     - 1963     MARK NOT FOUND   CGS
 AV0841
 AV0841                          STATION DESCRIPTION
 AV0841
 AV0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0841'THE STATION IS LOCATED ABOUT 22.5 MILES SOUTH SOUTHWEST OF
 AV0841'CAMERON, IN THE NORTHWEST CORNER OF THE WEST CAMERON AREA
 AV0841'BLOCK NUMBER 149, SL 1164, BLM-OCS-0253 AND DIRECTLY OVER THE
 AV0841'THIRD GAS WELL, COUNTING FROM THE SOUTH, OF ELEVEN WELLS WHICH
 AV0841'ARE OWNED BY THE SUPERIOR OIL COMPANY.  THE STATION IS ON THE
 AV0841'DECK OF AN OIL WELL DRILLING PLATFORM WHICH IS ABOUT 100 FEET
 AV0841'LONG, 80 FEET WIDE AND 40 FEET ABOVE THE WATER.
 AV0841'
 AV0841'THE STATION MAY BE REACHED FROM CAMERON BY WAY OF THE SUPERIOR
 AV0841'OIL COMPANY BOATS.
 AV0841'
 AV0841'THE STATION IS A STANDARD DISK, STAMPED SUPERIOR 1955, CEMENTED
 AV0841'TO THE TOP OF A 14 INCH I BEAM WHICH FORMS PART OF THE FOUNDATION
 AV0841'FOR THE DRILLING TOWER.
 AV0841'
 AV0841'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SUPERIOR
 AV0841'NO 1 1955, CEMENTED TO THE TOP OF A 24 INCH I BEAM.  IT IS LOCATED
 AV0841'1 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE DERRICK SUPPORT
 AV0841'LEG AT THE SAME ELEVATION AS THE STATION.
 AV0841'
 AV0841'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SUPERIOR
 AV0841'NO 2 1955, CEMENTED TO THE TOP OF A 12 INCH I BEAM.  IT IS
 AV0841'LOCATED 79 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE DRILLING
 AV0841'PLATFORM AND 1 FOOT LOWER THAN THE STATION.
 AV0841
 AV0841                          STATION RECOVERY (1959)
 AV0841
 AV0841'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (JEC)
 AV0841'STATION WAS SEARCHED FOR AND COULD NOT BE FOUND.  THERE ARE
 AV0841'AT PRESENT 14 WELLS IN LINE WITH NOS. 12, 13, AND 14 ADDED TO
 AV0841'THE SOUTHWEST.  THERE ARE NO I-BEAMS DIRECTLY OVER ANY WELL.
 AV0841'ALL I-BEAMS ARE COVERED WITH HEAVY TIMBERS.  THE LINE OF SIGHT
 AV0841'TO MAGNOLIA A IS BLOCKED BY A STEEL TANK FROM THE WELL DESCRIBED.
 AV0841
 AV0841                          STATION RECOVERY (1963)
 AV0841
 AV0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0841'STATION WAS NOT RECOVERED.  THE PLATFORM DECK ON WHICH THE STATION
 AV0841'WAS ESTABLISHED, HAS BEEN REMOVED AND IS NOW IN THE PROCESS OF
 AV0841'BEING RE-INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0844 ***********************************************************************
 AV0844  DESIGNATION -  SUPERIOR A 2
 AV0844  PID         -  AV0844
 AV0844  STATE/COUNTY-  LA/VERMILION
 AV0844  USGS QUAD   -  
 AV0844
 AV0844                         *CURRENT SURVEY CONTROL
 AV0844  ___________________________________________________________________
 AV0844* NAD 83(1992)-  29 26 28.92316(N)    093 25 41.41252(W)     ADJUSTED  
 AV0844* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0844  ___________________________________________________________________
 AV0844  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AV0844  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AV0844
 AV0844  HORZ ORDER  -  SECOND
 AV0844
 AV0844.The horizontal coordinates were established by classical geodetic methods
 AV0844.and adjusted by the National Geodetic Survey in January 1993..
 AV0844
 AV0844.The orthometric height was scaled from a topographic map.
 AV0844
 AV0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0844
 AV0844.The geoid height was determined by GEOID03.
 AV0844
 AV0844;                    North         East     Units Scale Factor Converg.
 AV0844;SPC LA S     -   106,204.579   796,771.344   MT  0.99997309   -1 02 50.8
 AV0844;SPC LA S     -   348,439.52  2,614,073.98   sFT  0.99997309   -1 02 50.8
 AV0844;UTM  15      - 3,256,963.236   458,474.453   MT  0.99962128   -0 12 37.7
 AV0844
 AV0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0844!SPC LA S     -   1.00000404  x   0.99997309  =   0.99997713
 AV0844!UTM  15      -   1.00000404  x   0.99962128  =   0.99962532
 AV0844
 AV0844:                Primary Azimuth Mark                     Grid Az
 AV0844:SPC LA S     -  MAGNOLIA A                               059 30 25.7
 AV0844:UTM  15      -  MAGNOLIA A                               058 40 12.6
 AV0844
 AV0844|---------------------------------------------------------------------|
 AV0844| PID    Reference Object                     Distance      Geod. Az  |
 AV0844|                                                           dddmmss.s |
 AV0844| AV0806 MAGNOLIA A                          APPROX.16.3 KM 0582734.9 |
 AV0844| CV9460 SUPERIOR A 2 RM 1                     3.705 METERS 10300     |
 AV0844| CV9461 SUPERIOR A 2 RM 2                     7.650 METERS 22745     |
 AV0844|---------------------------------------------------------------------|
 AV0844
 AV0844                          SUPERSEDED SURVEY CONTROL
 AV0844
 AV0844  NAD 83(1986)-  29 26 28.94672(N)    093 25 41.39424(W) AD(       ) 2
 AV0844
 AV0844.Superseded values are not recommended for survey control.
 AV0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0844.See file dsdata.txt to determine how the superseded data were derived.
 AV0844
 AV0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN5847456963(NAD 83)
 AV0844_MARKER: H = DRILL HOLE
 AV0844_SETTING: 0 = UNSPECIFIED SETTING
 AV0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0844
 AV0844  HISTORY     - Date     Condition        Report By
 AV0844  HISTORY     - 1963     MONUMENTED       CGS
 AV0844
 AV0844                          STATION DESCRIPTION
 AV0844
 AV0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0844'STATION IS LOCATED IN THE WEST CORNER OF THE WEST CAMERON AREA, IN
 AV0844'THE NORTHWEST CORNER OF BLOCK 149, ON THE TOP DECK OF AN OIL WELL
 AV0844'PLATFORM STEEL STRUCTURE THAT MEASURES 40 X 68 FEET AND ABOUT 80
 AV0844'FEET ABOVE THE WATER.
 AV0844'
 AV0844'STRUCTURE IS OWNED BY THE SUPERIOR OIL COMPANY.  IT IS ABOUT 26 MILES
 AV0844'SOUTH-SOUTHWEST OF CAMERON, LOUISIANA AND ABOUT 24 MILES SOUTH OF
 AV0844'THE LOUISIANA COASTLINE.
 AV0844'
 AV0844'STATION IS MARKED BY A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES, IN
 AV0844'THE TOP OF AN I-BEAM THAT IS ABOUT 2 FEET BELOW THE PLATFORM
 AV0844'FLOORING, STAMPED SUPERIOR A 2 1963.  IT IS 32.7 FEET NORTH OF THE
 AV0844'NORTHEAST CORNER OF THE FOG HORN ENGINE BUILDING, 26 FEET
 AV0844'NORTHEAST OF THE NORTHWEST CORNER OF THE FOG-HORN ENGINE BUILDING,
 AV0844'5.3 FEET SOUTH OF THE TOP OF LADDER WHICH LEADS FROM BOTTOM DECK
 AV0844'TO THE TOP DECK AND IS ON THE NORTHWEST SIDE OF THE PLATFORM
 AV0844'DECK.
 AV0844'
 AV0844'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE, SURROUNDED BY 3
 AV0844'DRILL HOLES, IN THE TOP OF AN I BEAM THAT IS LOCATED IN THE
 AV0844'NORTHEAST CORNER OF THE PLATFORM AND IS ABOUT 6 INCHES BELOW THE
 AV0844'PLATFORM DECK.
 AV0844'
 AV0844'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE, SURROUNDED BY 3
 AV0844'DRILL HOLES, IN THE TOP OF AN I BEAM THAT IS LOCATED ON THE
 AV0844'SOUTH-SOUTHWEST EDGE OF THE PLATFORM AND IS ABOUT 2 FEET LOWER THAN
 AV0844'THE PLATFORM DECK.  IT IS 5.6 FEET WEST-NORTHWEST OF THE NORTHWEST
 AV0844'CORNER OF THE FOG HORN ENGINE BUILDING.
 AV0844'
 AV0844'BOTH REFERENCE MARKS ARE STAMPED SUPERIOR A 2 RM NO 1 AND 2
 AV0844'RESPECTIVELY AND EACH HAVE AN ARROW THROUGH THE CENTER POINT OR
 AV0844'DRILL HOLE THAT POINTS TOWARD THE STATION MARK.
 AV0844'
 AV0844'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0784 ***********************************************************************
 AV0784  DESIGNATION -  SUPERIOR B
 AV0784  PID         -  AV0784
 AV0784  STATE/COUNTY-  LA/CAMERON
 AV0784  USGS QUAD   -  GRAND BAYOU (1982)
 AV0784
 AV0784                         *CURRENT SURVEY CONTROL
 AV0784  ___________________________________________________________________
 AV0784* NAD 83(1992)-  29 45 31.51185(N)    093 11 43.66548(W)     ADJUSTED  
 AV0784* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0784  **This station is located in a subsidence area (see below).
 AV0784  ___________________________________________________________________
 AV0784  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AV0784  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AV0784
 AV0784  HORZ ORDER  -  SECOND
 AV0784
 AV0784.The horizontal coordinates were established by classical geodetic methods
 AV0784.and adjusted by the National Geodetic Survey in January 1993..
 AV0784
 AV0784 ** The orthometric height has not been validated since last determined
 AV0784 ** by differential leveling and should not be used for control purposes.
 AV0784 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0784 ** area with valid NAVD 88 orthometric heights.
 AV0784 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0784 ** epoch indicated which incorporates improved geoid heights for the
 AV0784 ** Southern Louisiana Subsidence area.
 AV0784 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0784.The orthometric height was scaled from a topographic map.
 AV0784
 AV0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0784
 AV0784.The geoid height was determined by GEOID03.
 AV0784
 AV0784;                    North         East     Units Scale Factor Converg.
 AV0784;SPC LA S     -   140,989.280   819,916.792   MT  0.99993462   -0 55 51.9
 AV0784;SPC LA S     -   462,562.33  2,690,010.34   sFT  0.99993462   -0 55 51.9
 AV0784;UTM  15      - 3,292,069.751   481,102.632   MT  0.99960441   -0 05 49.3
 AV0784
 AV0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0784!SPC LA S     -   1.00000417  x   0.99993462  =   0.99993879
 AV0784!UTM  15      -   1.00000417  x   0.99960441  =   0.99960858
 AV0784
 AV0784:                Primary Azimuth Mark                     Grid Az
 AV0784:SPC LA S     -  SELLS                                    008 58 01.8
 AV0784:UTM  15      -  SELLS                                    008 07 59.2
 AV0784
 AV0784|---------------------------------------------------------------------|
 AV0784| PID    Reference Object                     Distance      Geod. Az  |
 AV0784|                                                           dddmmss.s |
 AV0784| AV0791 SELLS                               APPROX. 3.0 KM 0080209.9 |
 AV0784| AV0786 CREOLE CATHOLIC CHURCH              APPROX. 6.5 KM 0325123.3 |
 AV0784| CV9462 SUPERIOR B RM 1                      16.926 METERS 03343     |
 AV0784| AV0804 PHILLIPS DA DERRICK                 APPROX.16.6 KM 2412018.2 |
 AV0784| CV9463 SUPERIOR B RM 2                      14.607 METERS 34950     |
 AV0784|---------------------------------------------------------------------|
 AV0784
 AV0784                          SUPERSEDED SURVEY CONTROL
 AV0784
 AV0784  NAD 83(1986)-  29 45 31.53791(N)    093 11 43.64718(W) AD(       ) 2
 AV0784  NAD 27      -  29 45 30.73300(N)    093 11 43.10000(W) AD(       ) 2
 AV0784
 AV0784.Superseded values are not recommended for survey control.
 AV0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0784.See file dsdata.txt to determine how the superseded data were derived.
 AV0784
 AV0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8110392070(NAD 83)
 AV0784_MARKER: H = DRILL HOLE
 AV0784_SETTING: 0 = UNSPECIFIED SETTING
 AV0784
 AV0784  HISTORY     - Date     Condition        Report By
 AV0784  HISTORY     - 1955     MONUMENTED       CGS
 AV0784  HISTORY     - 1959     GOOD             LOCENG
 AV0784
 AV0784                          STATION DESCRIPTION
 AV0784
 AV0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0784'THE STATION IS ABOUT 8 MILES (AIRLINE) EAST SOUTHEAST OF
 AV0784'CAMERON, ABOUT 6 MILES (AIRLINE) SOUTHWEST OF CREOLE, AND
 AV0784'ABOUT 1-1/2 MILES OFFSHORE FROM THE NEAREST SHORE LINE, ON
 AV0784'A PLATFORM LOCATED IN BLOCK 2 IN THE WEST CAMERON AREA.  THE
 AV0784'PLATFORM IS KNOWN AS THE CREOLE PIER.  IT IS ABOUT 100 FEET
 AV0784'BY 100 FEET AND ABOUT 20 FEET ABOVE WATER.
 AV0784'
 AV0784'THE STATION WAS REACHED BY BOAT FROM THE SUPERIOR OIL COMPANY
 AV0784'DOCK LOCATED IN CAMERON.  THE SUPERIOR OIL COMPANY BOAT MAKES
 AV0784'TWO TRIPS DAILY, IT DEPARTS FROM THE DOCK AT 4--30 A.M. AND
 AV0784'1--00 P.M..  ABOUT A 1-1/2 HOUR BOAT RIDE TO THE PLATFORM
 AV0784'AND STATION.
 AV0784'
 AV0784'STATION MARK IS A CHISLED 1-INCH TRIANGLE WITH A DOT IN CENTER,
 AV0784'AND STAMPED SUPERIOR-B 1955 ON A 6-INCH BEAM WHICH IS NEAR
 AV0784'THE CENTER OF PLATFORM.  THE BEAM IS 4 INCHES BELOW THE TOP
 AV0784'DECK FLOOR.  THE STATION MARK IS 56 FEET NORTH OF THE LARGER
 AV0784'OF TWO TANKS, 46 FEET SOUTH OF THE NORTH EDGE OF PLATFORM,
 AV0784'17 FEET EAST OF THE WEST EDGE OF PLATFORM, AND 4 INCHES
 AV0784'NORTHEAST OF A DRILL HOLE IN THE BEAM.
 AV0784'
 AV0784'REFERENCE MARK 1 IS A CROSS CHISLED ON A BEAM AND STAMPED
 AV0784'SUPERIOR NO 1 1955 NEAR THE CROSS.  THE MARK IS ON THE NORTH
 AV0784'END OF A BEAM WHICH IS 14 FEET EAST OF THE LANDING STEPS, AND
 AV0784'IS 2 FEET LOWER THAN THE TOP DECK FLOOR.
 AV0784'
 AV0784'REFERENCE MARK 2 IS A CROSS CHISLED ON A BEAM AND STAMPED
 AV0784'SUPERIOR-B NO 2 1955 NEAR THE CROSS.  THE MARK IS ON THE
 AV0784'NORTH END OF A BEAM WHICH IS 25 FEET WEST OF THE LANDING STEPS,
 AV0784'AND IS 2 FEET LOWER THAN THE TOP DECK FLOOR.
 AV0784'
 AV0784'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 AV0784
 AV0784                          STATION RECOVERY (1959)
 AV0784
 AV0784'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (JEC)
 AV0784'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0702 ***********************************************************************
 AV0702  DESIGNATION -  SUPERIOR C
 AV0702  PID         -  AV0702
 AV0702  STATE/COUNTY-  LA/VERMILION
 AV0702  USGS QUAD   -  
 AV0702
 AV0702                         *CURRENT SURVEY CONTROL
 AV0702  ___________________________________________________________________
 AV0702* NAD 83(1992)-  29 16 18.05913(N)    092 22 14.14228(W)     ADJUSTED  
 AV0702* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0702  ___________________________________________________________________
 AV0702  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0702  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AV0702
 AV0702  HORZ ORDER  -  SECOND
 AV0702
 AV0702.The horizontal coordinates were established by classical geodetic methods
 AV0702.and adjusted by the National Geodetic Survey in January 1993..
 AV0702
 AV0702.The orthometric height was scaled from a topographic map.
 AV0702
 AV0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0702
 AV0702.The geoid height was determined by GEOID03.
 AV0702
 AV0702;                    North         East     Units Scale Factor Converg.
 AV0702;SPC LA S     -    85,995.222   899,196.532   MT  1.00000611   -0 31 07.1
 AV0702;SPC LA S     -   282,135.99  2,950,113.96   sFT  1.00000611   -0 31 07.1
 AV0702;UTM  15      - 3,238,250.597   561,143.650   MT  0.99964613   +0 18 27.9
 AV0702
 AV0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0702!SPC LA S     -   1.00000390  x   1.00000611  =   1.00001001
 AV0702!UTM  15      -   1.00000390  x   0.99964613  =   0.99965003
 AV0702
 AV0702|---------------------------------------------------------------------|
 AV0702| PID    Reference Object                     Distance      Geod. Az  |
 AV0702|                                                           dddmmss.s |
 AV0702| CV9464 SUPERIOR C RM 1                      15.270 METERS 19748     |
 AV0702| AV0711 CATC 123 B RM 3                     APPROX.26.8 KM 2152200.8 |
 AV0702| CV9465 SUPERIOR C RM 2                      14.008 METERS 22601     |
 AV0702| CV9466 SUPERIOR C RM 3                      16.415 METERS 22733     |
 AV0702| AV0706 PURE A                              APPROX.24.9 KM 3194654.2 |
 AV0702|---------------------------------------------------------------------|
 AV0702
 AV0702                          SUPERSEDED SURVEY CONTROL
 AV0702
 AV0702  NAD 83(1986)-  29 16 18.08284(N)    092 22 14.12542(W) AD(       ) 2
 AV0702  NAD 27      -  29 16 17.26300(N)    092 22 13.62600(W) AD(       ) 2
 AV0702
 AV0702.Superseded values are not recommended for survey control.
 AV0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0702.See file dsdata.txt to determine how the superseded data were derived.
 AV0702
 AV0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6114438251(NAD 83)
 AV0702_MARKER: DS = TRIANGULATION STATION DISK
 AV0702_SETTING: 0 = UNSPECIFIED SETTING
 AV0702
 AV0702  HISTORY     - Date     Condition        Report By
 AV0702  HISTORY     - 1955     MONUMENTED       CGS
 AV0702  HISTORY     - 1959     GOOD             CGS
 AV0702  HISTORY     - 1963     GOOD             CGS
 AV0702  HISTORY     - 1963     GOOD             HUMBLE
 AV0702  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 AV0702
 AV0702                          STATION DESCRIPTION
 AV0702
 AV0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0702'THE STATION IS LOCATED ON THE DECK OF AN OIL WELL DRILLING
 AV0702'PLATFORM WHICH IS OWNED BY THE SUPERIOR OIL COMPANY.  THE
 AV0702'PLATFORM IS 52 FEET LONG, 42 FEET WIDE, AND PROJECTS ABOUT 35
 AV0702'FEET ABOVE THE WATER.  IT LIES IN THE GULF OF MEXICO, ABOUT 26
 AV0702'MILES SOUTH SOUTHEAST OF PECAN ISLAND, 38 MILES SOUTHWEST OF
 AV0702'INTRACOASTAL CITY, IN THE VERMILION AREA, BLOCK NO. 71, SL 884,
 AV0702'OCS 0248.
 AV0702'
 AV0702'THE STATION MAY BE REACHED BY BOAT FROM THE SUPERIOR OIL
 AV0702'COMPANY DOCK WHICH IS LOCATED IN INTRACOASTAL CITY.
 AV0702'
 AV0702'THE STATION MARK IS A STANDARD DISK, STAMPED SUPERIOR C 1955,
 AV0702'CEMENTED TO THE TOP OF A STEEL I BEAM WHICH IS 6 INCHES BELOW
 AV0702'THE PLATFORM DECKING.  IT IS LOCATED 21 FEET SOUTHEAST OF THE
 AV0702'NORTHWEST CORNER OF THE PLATFORM AND 31.5 FEET SOUTHWEST OF
 AV0702'THE NORTHEAST CORNER OF THE PLATFORM.  BENEATH THE DISK THERE
 AV0702'IS A TRIANGLE INSCRIBED IN THE STEEL I BEAM WITH THE FOLLOWING
 AV0702'STAMPING--SUPERIOR C 1955.
 AV0702'
 AV0702'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUPERIOR C 1955 NO
 AV0702'1, CEMENTED TO THE TOP OF A 12 INCH I BEAM.  IT IS LOCATED
 AV0702'7.5 FEET WEST OF THE SOUTHEAST CORNER OF THE PLATFORM AND
 AV0702'6 INCHES NORTH OF THE SOUTH END OF THE BEAM.  UNDERNEATH
 AV0702'THE DISK THERE IS A CROSS INSCRIBED IN THE STEEL I BEAM WITH
 AV0702'THE FOLLOWING STAMPING.  SUPERIOR C NO 1 1955.
 AV0702'
 AV0702'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SUPERIOR C 1955
 AV0702'NO 2, CEMENTED TO THE TOP OF A 12 INCH I BEAM.  IT IS LOCATED
 AV0702'12 FEET EAST OF THE SOUTHWEST CORNER OF THE PLATFORM AND 6
 AV0702'INCHES NORTH OF THE SOUTH END OF THE I BEAM.  BENEATH THE
 AV0702'DISK THERE IS A CROSS INSCRIBED IN THE STEEL I BEAM WITH THE
 AV0702'FOLLOWING STAMPING--SUPERIOR C NO 2 1955.
 AV0702'
 AV0702'STATION PURE- A MAY BE USED FOR AN AZIMUTH MARK.
 AV0702'
 AV0702'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 AV0702
 AV0702                          STATION RECOVERY (1959)
 AV0702
 AV0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (TGW)
 AV0702'STATION MARK AND BOTH REFERENCE MARKS FOUND TO BE ACCESSIBLE AND
 AV0702'IN GOOD CONDITION.
 AV0702'
 AV0702'STATION IS IN BLOCK 76 RATHER THAN BLOCK 71 AS LISTED.
 AV0702
 AV0702                          STATION RECOVERY (1963)
 AV0702
 AV0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0702'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 AV0702'CONDITION AS DESCRIBED IN 1955.  REFERENCE MARK NO. 1 COULD
 AV0702'NOT BE OBSERVED AT THIS TIME DUE TO OBSTRUCTIONS THAT ARE
 AV0702'NOW ON THE DECK OF THE PLATFORM.  THEREFORE REFERENCE MARK
 AV0702'NO. 3 WAS ADDED.
 AV0702'
 AV0702'THE DESCRIPTIONS ARE ADEQUATE WITH THE EXCEPTION, THE STATION
 AV0702'IS IN BLOCK NO. 76 INSTEAD OF IN BLOCK NO. 71, AND THERE HAS
 AV0702'BEEN A HELIPORT ADDED.
 AV0702'
 AV0702'REFERENCE MARK NO. 3 IS ON THE TOP DECK OF HELIPORT, IT IS
 AV0702'4.9 FEET WEST OF THE CENTER OF STAIRWAY OPENING AND MARKED
 AV0702'BY A 1/4 INCH DRILL HOLE SURROUNDED BY 3 OTHER 1/4 INCH DRILL
 AV0702'HOLES IN THE SHAPE OF A TRIANGLE WITH AN ARROW THROUGH THE
 AV0702'CENTER.  STAMPED R.M. 3.
 AV0702'
 AV0702'HEIGHT OF LIGHT ABOVE STATION MARK 14.62 METERS.
 AV0702
 AV0702                          STATION RECOVERY (1963)
 AV0702
 AV0702'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1963 (SLT)
 AV0702'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE
 AV0702'NOT RECOVERED.  ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR
 AV0702'THE FOLLOWING--
 AV0702'
 AV0702'STATION IS LOCATED ON AN OIL WELL DRILLING PLATFORM DESIGNATED
 AV0702'SUPERIOR A.  PLATFORM IS 65.3 FEET LONG AND 42.3 FEET WIDE,
 AV0702'EXTENDS IN A NORTHEAST-SOUTHWEST PLANE AND IT IS LOCATED IN
 AV0702'THE VERMILION AREA, BLOCK 76, STATE LEASE 1106, OCS-0249.
 AV0702
 AV0702                          STATION RECOVERY (1974)
 AV0702
 AV0702'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (TWP)
 AV0702'STATION HAS BEEN DESTROYED DUE TO REMOVAL OF PLATFORM.
 AV0702'
 AV0702'DISTANCE AND DIRECTION FROM NEAREST TOWN--38 MILES SOUTHWEST OF
 AV0702'INTRACOASTAL CITY, LA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0690 ***********************************************************************
 AV0690  DESIGNATION -  SUPERIOR D
 AV0690  PID         -  AV0690
 AV0690  STATE/COUNTY-  LA/VERMILION
 AV0690  USGS QUAD   -  
 AV0690
 AV0690                         *CURRENT SURVEY CONTROL
 AV0690  ___________________________________________________________________
 AV0690* NAD 83(1992)-  29 17 38.63638(N)    092 11 20.48530(W)     ADJUSTED  
 AV0690* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0690  ___________________________________________________________________
 AV0690  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AV0690  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AV0690
 AV0690  HORZ ORDER  -  SECOND
 AV0690
 AV0690.The horizontal coordinates were established by classical geodetic methods
 AV0690.and adjusted by the National Geodetic Survey in January 1993..
 AV0690
 AV0690.The orthometric height was scaled from a topographic map.
 AV0690
 AV0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0690
 AV0690.The geoid height was determined by GEOID03.
 AV0690
 AV0690;                    North         East     Units Scale Factor Converg.
 AV0690;SPC LA S     -    88,330.308   916,860.218   MT  1.00000126   -0 25 40.3
 AV0690;SPC LA S     -   289,797.02  3,008,065.57   sFT  1.00000126   -0 25 40.3
 AV0690;UTM  15      - 3,240,839.045   578,765.813   MT  0.99967655   +0 23 48.6
 AV0690
 AV0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0690!SPC LA S     -   1.00000390  x   1.00000126  =   1.00000516
 AV0690!UTM  15      -   1.00000390  x   0.99967655  =   0.99968045
 AV0690
 AV0690:                Primary Azimuth Mark                     Grid Az
 AV0690:SPC LA S     -  TIGRE SHOAL SOUTHWEST LIGHT              007 27 52.2
 AV0690:UTM  15      -  TIGRE SHOAL SOUTHWEST LIGHT              006 38 23.3
 AV0690
 AV0690|---------------------------------------------------------------------|
 AV0690| PID    Reference Object                     Distance      Geod. Az  |
 AV0690|                                                           dddmmss.s |
 AV0690| AV0694 TIGRE SHOAL SOUTHWEST LIGHT         APPROX. 9.9 KM 0070211.9 |
 AV0690| CV9467 SUPERIOR D RM 1                      12.894 METERS 20402     |
 AV0690| CV9468 SUPERIOR D RM 2                      12.022 METERS 26003     |
 AV0690| AV0702 SUPERIOR C                          APPROX.17.8 KM 2620225.8 |
 AV0690|---------------------------------------------------------------------|
 AV0690
 AV0690                          SUPERSEDED SURVEY CONTROL
 AV0690
 AV0690  NAD 83(1986)-  29 17 38.66104(N)    092 11 20.47030(W) AD(       ) 2
 AV0690  NAD 27      -  29 17 37.85100(N)    092 11 19.99600(W) AD(       ) 2
 AV0690
 AV0690.Superseded values are not recommended for survey control.
 AV0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0690.See file dsdata.txt to determine how the superseded data were derived.
 AV0690
 AV0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7876640839(NAD 83)
 AV0690_MARKER: DS = TRIANGULATION STATION DISK
 AV0690_SETTING: 0 = UNSPECIFIED SETTING
 AV0690
 AV0690  HISTORY     - Date     Condition        Report By
 AV0690  HISTORY     - 1955     MONUMENTED       CGS
 AV0690  HISTORY     - 1963     GOOD             CGS
 AV0690
 AV0690                          STATION DESCRIPTION
 AV0690
 AV0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0690'THE STATION IS LOCATED IN THE GULF OF MEXICO ON THE DECK
 AV0690'OF AN OIL WELL DRILLING PLATFORM WHICH IS OWNED BY THE SUPERIOR
 AV0690'OIL COMPANY.  IT IS ABOUT 35 MILES (AIRLINE) SOUTH OF THE
 AV0690'VILLAGE OF INTRACOASTAL CITY, IN BLOCK NUMBER 76, SL 1106,
 AV0690'BLM OCS 0249.
 AV0690'
 AV0690'THE PLATFORM THE STATION IS ON LIES IN A NORTHEAST-SOUTHWEST
 AV0690'PLANE, AND HAS A DIMENSION OF ABOUT 56 BY 36 FEET AND IS ABOUT
 AV0690'20 FEET IN HEIGHT.
 AV0690'
 AV0690'THE STATION WAS REACHED BY BOAT FROM THE SUPERIOR OIL COMPANY
 AV0690'BOAT DOCKS WHICH ARE LOCATED ABOUT 2 MILES NORTH OF THE VILLAGE
 AV0690'OF INTRACOASTAL CITY.
 AV0690'
 AV0690'STATION MARK, A STANDARD DISK STAMPED SUPERIOR D 1955 IS
 AV0690'CEMENTED TO THE SURFACE OF A STEEL I-BEAM WHICH IS 6 INCHES
 AV0690'WIDE AND 16 INCHES HIGH.  IT IS 22.7 FEET EAST OF THE EAST
 AV0690'OIL WELL CASING, 30.2 FEET EAST OF THE WEST OIL CASING, 24
 AV0690'FEET NORTHWEST OF THE SOUTHEAST FLASHING LIGHT ON PLATFORM,
 AV0690'AND 20 FEET SOUTHWEST OF THE NORTHEAST FLASHING LIGHT ON
 AV0690'PLATFORM.
 AV0690'
 AV0690'SUB-SURFACE STATION MARK IS A 1-INCH TRIANGLE WITH A PUNCH
 AV0690'HOLE IN THE CENTER, CHISELED ON THE SURFACE OF THE I-BEAM.
 AV0690'SUPERIOR D 1955 IS STAMPED NEAR THE TRIANGLE.
 AV0690'
 AV0690'REFERENCE MARK 1, A STANDARD DISK CEMENTED ON THE SURFACE OF
 AV0690'AN I-BEAM, AND STAMPED SUPERIOR D NO 1 1955, IS 25 FEET WEST
 AV0690'OF THE STAIRWAY WHICH LEADS TO THE PLATFORM DECK, 24 FEET SOUTH
 AV0690'OF THE WEST OIL WELL CASING, AND 6 FEET EAST OF THE SOUTHWEST
 AV0690'FLASHING LIGHT ON PLATFORM.
 AV0690'
 AV0690'REFERENCE MARK 2, A STANDARD DISK CEMENTED ON THE SURFACE OF
 AV0690'AN I-BEAM, AND STAMPED SUPERIOR D NO 2 1955, IS 20 FEET NORTH OF
 AV0690'THE WEST OIL WELL CASING, AND 6 FEET EAST OF THE NORTHWEST
 AV0690'FLASHING LIGHT ON PLATFORM.
 AV0690'
 AV0690'NOTE--A 77 FT. STEEL TOWER WAS USED.
 AV0690'
 AV0690'CROSSES WERE INSCRIBED DIRECTLY BENEATH THE REFERENCE MARK DISKS,
 AV0690'IN THE STEEL I BEAMS WITH THE FOLLOWING INSCRIPTION AROUND
 AV0690'THEM--SUPERIOR D NO 1 1955 AND SUPERIOR D NO 2 1955 RESPECTIVELY.
 AV0690'
 AV0690'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AV0690
 AV0690                          STATION RECOVERY (1963)
 AV0690
 AV0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0690'STATION MARK AND REFERENCE MARK NUMBER 2 WAS RECOVERED AND IN
 AV0690'GOOD CONDITION.
 AV0690'
 AV0690'REFERENCE MARK NUMBER 1 IS PRESUMABLY STILL AT ITS LOCATION
 AV0690'BUT COVERED BY A BUILDING.
 AV0690'
 AV0690'STATION MARK COULD NOT BE OBSERVED FROM DUE TO A STEEL TANK
 AV0690'WHICH IS MOUNTED DIRECTLY OVER THE MARK, ABOUT 2 FEET ABOVE
 AV0690'THE MARK.
 AV0690'
 AV0690'REFERENCE MARK NUMBER 2 COULD NOT BE OBSERVED FROM BECAUSE
 AV0690'IT IS TOO CLOSE TO A BUILDING.
 AV0690'
 AV0690'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  OBSERVATIONS WERE
 AV0690'MADE FROM REFERENCE MARK NUMBER 3.
 AV0690'
 AV0690'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NUMBER 3,
 AV0690'DISTANCE BEING 3.625 METERS OR 11.89 FEET WEST-NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0693 ***********************************************************************
 AV0693  DESIGNATION -  SUPERIOR D RM 3
 AV0693  PID         -  AV0693
 AV0693  STATE/COUNTY-  LA/VERMILION
 AV0693  USGS QUAD   -  
 AV0693
 AV0693                         *CURRENT SURVEY CONTROL
 AV0693  ___________________________________________________________________
 AV0693* NAD 83(1992)-  29 17 38.68550(N)    092 11 20.60736(W)     ADJUSTED  
 AV0693* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0693  ___________________________________________________________________
 AV0693  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AV0693  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AV0693
 AV0693  HORZ ORDER  -  SECOND
 AV0693
 AV0693.The horizontal coordinates were established by classical geodetic methods
 AV0693.and adjusted by the National Geodetic Survey in January 1993..
 AV0693
 AV0693.The orthometric height was scaled from a topographic map.
 AV0693
 AV0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0693
 AV0693.The geoid height was determined by GEOID03.
 AV0693
 AV0693;                    North         East     Units Scale Factor Converg.
 AV0693;SPC LA S     -    88,331.845   916,856.935   MT  1.00000126   -0 25 40.3
 AV0693;SPC LA S     -   289,802.06  3,008,054.79   sFT  1.00000126   -0 25 40.3
 AV0693;UTM  15      - 3,240,840.535   578,762.509   MT  0.99967655   +0 23 48.5
 AV0693
 AV0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0693!SPC LA S     -   1.00000390  x   1.00000126  =   1.00000516
 AV0693!UTM  15      -   1.00000390  x   0.99967655  =   0.99968045
 AV0693
 AV0693|---------------------------------------------------------------------|
 AV0693| PID    Reference Object                     Distance      Geod. Az  |
 AV0693|                                                           dddmmss.s |
 AV0693| AV0690 SUPERIOR D                            3.625 METERS 11440     |
 AV0693| CV9469 SUPERIOR D RM 4                                    17550     |
 AV0693| AV0697 PHILLIPS 115 3                      APPROX.22.6 KM 2092827.4 |
 AV0693| CV9468 SUPERIOR D RM 2                                    24718     |
 AV0693|---------------------------------------------------------------------|
 AV0693
 AV0693                          SUPERSEDED SURVEY CONTROL
 AV0693
 AV0693  NAD 83(1986)-  29 17 38.71013(N)    092 11 20.59229(W) AD(       ) 2
 AV0693
 AV0693.Superseded values are not recommended for survey control.
 AV0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0693.See file dsdata.txt to determine how the superseded data were derived.
 AV0693
 AV0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7876340841(NAD 83)
 AV0693_MARKER: H = DRILL HOLE
 AV0693_SETTING: 0 = UNSPECIFIED SETTING
 AV0693
 AV0693  HISTORY     - Date     Condition        Report By
 AV0693  HISTORY     - 1963     MONUMENTED       CGS
 AV0693
 AV0693                          STATION DESCRIPTION
 AV0693
 AV0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0693'STATION IS LOCATED ON THE MAIN DECK OF AN OILWELL PLATFORM
 AV0693'STRUCTURE WHICH IS IN THE VERMILION AREA, BLOCK 71, ABOUT 35 MILES
 AV0693'SOUTH OF THE VILLAGE OF INTERCOASTAL CITY, LOUISIANA, 17 MILES
 AV0693'SOUTH OF THE COASTLINE OF LOUISIANA AND THE STRUCTURE IS OWNED BY
 AV0693'THE SUPERIOR OIL COMPANY.
 AV0693'
 AV0693'STATION IS ON THE MAIN DECK OF THE PLATFORM STRUCTURE WHICH
 AV0693'MEASURES ABOUT 56 X 36 FEET AND IS ABOUT 21 FEET ABOVE THE WATER.
 AV0693'IT IS MARKED BY A DRILL HOLE WITH A CHISELED ARROW THROUGH ITS
 AV0693'CENTER, POINTING TOWARD THE 1955 STATION MARK WHICH IS BENEATH A
 AV0693'STEEL TANK AND CANNOT BE OBSERVED FROM.
 AV0693'
 AV0693'REFERENCE MARK NUMBER 3 CENTER DRILL HOLE IS IN THE TOP OF A STEEL
 AV0693'SKID BEAM.  CENTER POINT IS SURROUNDED BY 3 DRILL HOLES AND
 AV0693'STAMPED RM 3.  IT IS 5.4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 AV0693'THE PLATFORM DECK AND 20 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 AV0693'THE DECK.
 AV0693'
 AV0693'SUPERIOR D 1955 STATION MARK IS A STANDARD DISK, STAMPED SUPERIOR D
 AV0693'1955, CEMENTED TO THE TOP OF A STEEL I BEAM AND IS DIRECTLY BELOW A
 AV0693'STEEL TANK.  IT IS 18 FEET WEST-SOUTHWEST OF THE MAIN PLATFORM
 AV0693'DECK STAIRWAY, 15.6 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 AV0693'PLATFORM DECK, 14 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 AV0693'DECK AND IN THE 3RD I BEAM, COUNTING FROM THE NORTHEAST SIDE OF
 AV0693'PLATFORM DECK.
 AV0693'
 AV0693'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SUPERIOR D NO 2
 AV0693'1955, CEMENTED TO THE TOP OF A STEEL I BEAM.  IT IS 5 FEET SOUTHEAST
 AV0693'OF THE NORTHWEST EDGE OF THE PLATFORM DECK AND 18.4 FEET NORTHEAST
 AV0693'OF THE SOUTHWEST EDGE OF THE DECK.  THIS MARK COULD NOT BE
 AV0693'MEASURED TO FROM THE 1955 STATION MARK OR FROM THE REFERENCE MARK
 AV0693'NUMBER 3.  A BUILDING WAS OBSTRUCTING THE LINE.
 AV0693'
 AV0693'REFERENCE MARK NUMBER 4 IS MARKED BY A DRILL HOLE WITH A CHISELED
 AV0693'ARROW THROUGH ITS CENTER, POINTING TOWARD THE STATION, SURROUNDED
 AV0693'BY 3 DRILL HOLES AND STAMPED RM 4.  IT IS AT THE BASE OF A SUPPORT
 AV0693'FOR AN OVERHEAD TRAVELING CRANE, 9 INCHES NORTHEAST OF THE
 AV0693'SOUTHWEST EDGE OF THE PLATFORM DECK AND 30 FEET NORTHWEST OF THE
 AV0693'SOUTHEAST EDGE OF THE DECK.
 AV0693'
 AV0693'A TRAVERSE CONNECTION WAS MADE FROM THE 1955 STATION MARK TO
 AV0693'REFERENCE MARK NUMBER 3.
 AV0693'
 AV0693'A HELIPORT DECK IS AT THE NORTHEAST END OF THE STRUCTURE AND IS ABOUT
 AV0693'26 FEET HIGHER THAN THE MAIN STATION DECK.
 AV0693'
 AV0693'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0737 ***********************************************************************
 AV0737  DESIGNATION -  SUPERIOR DB DERRICK
 AV0737  PID         -  AV0737
 AV0737  STATE/COUNTY-  LA/CAMERON
 AV0737  USGS QUAD   -  DEEP LAKE (1979)
 AV0737
 AV0737                         *CURRENT SURVEY CONTROL
 AV0737  ___________________________________________________________________
 AV0737* NAD 83(1992)-  29 38 18.39784(N)    092 38 26.41759(W)     ADJUSTED  
 AV0737* NAVD 88     -                                                        
 AV0737  **This station is located in a subsidence area (see below).
 AV0737  ___________________________________________________________________
 AV0737  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AV0737  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AV0737
 AV0737  HORZ ORDER  -  THIRD
 AV0737
 AV0737.The horizontal coordinates were established by classical geodetic methods
 AV0737.and adjusted by the National Geodetic Survey in January 1993..
 AV0737
 AV0737 ** The orthometric height has not been validated since last determined
 AV0737 ** by differential leveling and should not be used for control purposes.
 AV0737 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0737 ** area with valid NAVD 88 orthometric heights.
 AV0737 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0737 ** epoch indicated which incorporates improved geoid heights for the
 AV0737 ** Southern Louisiana Subsidence area.
 AV0737 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0737
 AV0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0737
 AV0737.The geoid height was determined by GEOID03.
 AV0737
 AV0737;                    North         East     Units Scale Factor Converg.
 AV0737;SPC LA S     -   126,912.950   873,414.690   MT  0.99994562   -0 39 13.3
 AV0737;SPC LA S     -   416,380.24  2,865,528.03   sFT  0.99994562   -0 39 13.3
 AV0737;UTM  15      - 3,278,777.036   534,781.452   MT  0.99961493   +0 10 39.7
 AV0737
 AV0737                          SUPERSEDED SURVEY CONTROL
 AV0737
 AV0737  NAD 83(1986)-  29 38 18.40795(N)    092 38 26.39604(W) AD(       ) 4
 AV0737  NAD 27      -  29 38 17.61600(N)    092 38 25.88400(W) AD(       ) 3
 AV0737
 AV0737.Superseded values are not recommended for survey control.
 AV0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0737.See file dsdata.txt to determine how the superseded data were derived.
 AV0737
 AV0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3478178777(NAD 83)
 AV0737_MARKER: 67 = OIL DERRICK
 AV0737
 AV0737  HISTORY     - Date     Condition        Report By
 AV0737  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0737
 AV0737                          STATION DESCRIPTION
 AV0737
 AV0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0737'THE STATION IS THE TOP AND CENTER OF A SUPERIOR OIL COMPANY
 AV0737'DERRICK WHICH IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION
 AV0737'23, T 16S, R 3W.  IT IS ABOUT 1/4 MILE SOUTHEAST OF THE SOUTH
 AV0737'END OF THE SUPERIOR OIL COMPANY CANAL.
 AV0737'
 AV0737'THE DERRICK IS A 4- LEGGED STEEL STRUCTURE AND IS APPROXIMATELY
 AV0737'90 FEET HIGH.
 AV0737'
 AV0737'THE STATION OBSERVED IS IDENTICAL WITH THE WELL BEING DRILLED
 AV0737'ON THE 26TH OF APRIL 1955.  THIS INFORMATION IS NOTED AS THE
 AV0737'DERRICK IS SUBJECT TO BEING MOVED ON THE PLATFORM OR REMOVED
 AV0737'ENTIRELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3228 ***********************************************************************
 AU3228  DESIGNATION -  SUPREME WATER TANK
 AU3228  PID         -  AU3228
 AU3228  STATE/COUNTY-  LA/ASSUMPTION
 AU3228  USGS QUAD   -  LABADIEVILLE (1980)
 AU3228
 AU3228                         *CURRENT SURVEY CONTROL
 AU3228  ___________________________________________________________________
 AU3228* NAD 83(1992)-  29 52 16.46423(N)    090 59 12.80086(W)     ADJUSTED  
 AU3228* NAVD 88     -                                                        
 AU3228  **This station is located in a subsidence area (see below).
 AU3228  ___________________________________________________________________
 AU3228  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AU3228  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU3228
 AU3228  HORZ ORDER  -  THIRD
 AU3228
 AU3228.The horizontal coordinates were established by classical geodetic methods
 AU3228.and adjusted by the National Geodetic Survey in January 1993..
 AU3228
 AU3228 ** The orthometric height has not been validated since last determined
 AU3228 ** by differential leveling and should not be used for control purposes.
 AU3228 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3228 ** area with valid NAVD 88 orthometric heights.
 AU3228 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3228 ** epoch indicated which incorporates improved geoid heights for the
 AU3228 ** Southern Louisiana Subsidence area.
 AU3228 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3228
 AU3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3228
 AU3228.The geoid height was determined by GEOID03.
 AU3228
 AU3228;                    North         East     Units Scale Factor Converg.
 AU3228;SPC LA S     -   152,044.839 1,033,467.730   MT  0.99992829   +0 10 23.6
 AU3228;SPC LA S     -   498,833.78  3,390,635.38   sFT  0.99992829   +0 10 23.6
 AU3228;UTM  15      - 3,306,219.487   694,430.351   MT  1.00006643   +1 00 10.6
 AU3228
 AU3228                          SUPERSEDED SURVEY CONTROL
 AU3228
 AU3228  NAD 83(1986)-  29 52 16.48432(N)    090 59 12.80163(W) AD(       ) 4
 AU3228  NAD 27      -  29 52 15.74588(N)    090 59 12.45242(W) AD(       ) 3
 AU3228
 AU3228.Superseded values are not recommended for survey control.
 AU3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3228.See file dsdata.txt to determine how the superseded data were derived.
 AU3228
 AU3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9443006219(NAD 83)
 AU3228_MARKER: 53 = ELEVATED TANK
 AU3228
 AU3228  HISTORY     - Date     Condition        Report By
 AU3228  HISTORY     - 1973     FIRST OBSERVED   NGS
 AU3228
 AU3228                          STATION DESCRIPTION
 AU3228
 AU3228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3228'THE SUPREME WATER TANK IS LOCATED IN THE SMALL COMMUNITY SUPREME
 AU3228'AND IS OWNED BY THE ASSUMPTION PARISH WATER DISTRICT.
 AU3228'
 AU3228'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AU3228'PAINTED BLUEGREEN WITH BLACK LETTERING ASSUMPTION WATER DISTRICT AND
 AU3228'HAS AN OVERALL HEIGHT OF 160 FEET.
 AU3228'
 AU3228'POINT INTERSECTED WAS THE BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5249 ***********************************************************************
 BJ5249  DESIGNATION -  SURVEY MK USE NEW ORLEANS DIST
 BJ5249  PID         -  BJ5249
 BJ5249  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5249  USGS QUAD   -  MORGANZA (1994)
 BJ5249
 BJ5249                         *CURRENT SURVEY CONTROL
 BJ5249  ___________________________________________________________________
 BJ5249* NAD 83(1992)-  30 43 01.32665(N)    091 33 43.15932(W)     ADJUSTED  
 BJ5249* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 BJ5249  ___________________________________________________________________
 BJ5249  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BJ5249  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5249
 BJ5249  HORZ ORDER  -  SECOND
 BJ5249
 BJ5249.The horizontal coordinates were established by classical geodetic methods
 BJ5249.and adjusted by the National Geodetic Survey in January 1993..
 BJ5249
 BJ5249.The orthometric height was scaled from a topographic map.
 BJ5249
 BJ5249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5249
 BJ5249.The geoid height was determined by GEOID03.
 BJ5249
 BJ5249;                    North         East     Units Scale Factor Converg.
 BJ5249;SPC LA S     -   245,773.878   978,098.156   MT  1.00000367   -0 06 51.6
 BJ5249;SPC LA S     -   806,343.13  3,208,977.03   sFT  1.00000367   -0 06 51.6
 BJ5249;UTM  15      - 3,399,125.735   637,691.931   MT  0.99983388   +0 44 04.7
 BJ5249
 BJ5249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5249!SPC LA S     -   1.00000256  x   1.00000367  =   1.00000623
 BJ5249!UTM  15      -   1.00000256  x   0.99983388  =   0.99983644
 BJ5249
 BJ5249                          SUPERSEDED SURVEY CONTROL
 BJ5249
 BJ5249  NAD 83(1986)-  30 43 01.34440(N)    091 33 43.15348(W) AD(       ) 2
 BJ5249  NAD 27      -  30 43 00.68100(N)    091 33 42.73200(W) AD(       ) 2
 BJ5249
 BJ5249.Superseded values are not recommended for survey control.
 BJ5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5249.See file dsdata.txt to determine how the superseded data were derived.
 BJ5249
 BJ5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3769299126(NAD 83)
 BJ5249_MARKER: Z = SEE DESCRIPTION
 BJ5249_SETTING: 0 = UNSPECIFIED SETTING
 BJ5249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5249
 BJ5249  HISTORY     - Date     Condition        Report By
 BJ5249  HISTORY     - 1930     MONUMENTED       USE
 BJ5249  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5249
 BJ5249                          STATION DESCRIPTION
 BJ5249
 BJ5249'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5249'THE AREA OF THE
 BJ5249'GEOGRAPHIC POSITION OF THE STATION WAS SEARCHED.  NO EVIDENCE OF
 BJ5249'THE STATION WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3331 ***********************************************************************
 BK3331  DESIGNATION -  SUTHERLAND
 BK3331  PID         -  BK3331
 BK3331  STATE/COUNTY-  LA/CALCASIEU
 BK3331  USGS QUAD   -  BUHLER (1975)
 BK3331
 BK3331                         *CURRENT SURVEY CONTROL
 BK3331  ___________________________________________________________________
 BK3331* NAD 83(1992)-  30 18 52.64593(N)    093 15 29.47055(W)     ADJUSTED  
 BK3331* NAVD 88     -         6.5  **(meters)      21.   **(feet)  GPS OBS   
 BK3331  **This station is located in a subsidence area (see below).
 BK3331  ___________________________________________________________________
 BK3331  X           -    -313,203.991 (meters)                     COMP
 BK3331  Y           -  -5,501,809.190 (meters)                     COMP
 BK3331  Z           -   3,200,520.099 (meters)                     COMP
 BK3331  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK3331  ELLIP HEIGHT-         -20.89  (meters)          (02/20/02) GPS OBS
 BK3331  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3331
 BK3331  HORZ ORDER  -  FIRST
 BK3331  ELLP ORDER  -  FOURTH    CLASS I
 BK3331
 BK3331.The horizontal coordinates were established by GPS observations
 BK3331.and adjusted by the National Geodetic Survey in January 1995..
 BK3331
 BK3331 ** The orthometric height has not been validated since last determined
 BK3331 ** by differential leveling and should not be used for control purposes.
 BK3331 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3331 ** area with valid NAVD 88 orthometric heights.
 BK3331 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3331 ** epoch indicated which incorporates improved geoid heights for the
 BK3331 ** Southern Louisiana Subsidence area.
 BK3331 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3331.The orthometric height was determined by GPS observations and a
 BK3331.high-resolution geoid model.
 BK3331
 BK3331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3331
 BK3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3331
 BK3331.The ellipsoidal height was determined by GPS observations
 BK3331.and is referenced to NAD 83.
 BK3331
 BK3331.The geoid height was determined by GEOID03.
 BK3331
 BK3331;                    North         East     Units Scale Factor Converg.
 BK3331;SPC LA S     -   202,696.456   814,886.430   MT  0.99994068   -0 57 44.8
 BK3331;SPC LA S     -   665,013.29  2,673,506.56   sFT  0.99994068   -0 57 44.8
 BK3331;UTM  15      - 3,353,677.291   475,177.415   MT  0.99960760   -0 07 49.2
 BK3331
 BK3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3331!SPC LA S     -   1.00000328  x   0.99994068  =   0.99994396
 BK3331!UTM  15      -   1.00000328  x   0.99960760  =   0.99961088
 BK3331
 BK3331                          SUPERSEDED SURVEY CONTROL
 BK3331
 BK3331  ELLIP H (01/13/95)  -20.82   (m)                       GP(       ) 3 2
 BK3331  NAD 83(1992)-  30 18 52.64723(N)    093 15 29.47030(W) AD(       ) 1
 BK3331  ELLIP H (01/21/93)  -20.85   (m)                       GP(       ) 4 2
 BK3331  NAD 83(1986)-  30 18 52.66813(N)    093 15 29.46305(W) AD(       ) 1
 BK3331  NGVD 29 (05/20/88)    6.3    (m)           21.     (f) GPS OBS        
 BK3331
 BK3331.Superseded values are not recommended for survey control.
 BK3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3331.See file dsdata.txt to determine how the superseded data were derived.
 BK3331
 BK3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7517753677(NAD 83)
 BK3331_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3331_STAMPING: SUTHERLAND 1987
 BK3331_MARK LOGO: NGS   
 BK3331_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3331+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 BK3331
 BK3331  HISTORY     - Date     Condition        Report By
 BK3331  HISTORY     - 1987     MONUMENTED       LADTD
 BK3331  HISTORY     - 19901227 GOOD             VFM
 BK3331  HISTORY     - 19970208 GOOD             USPSQD
 BK3331  HISTORY     - 20020520 GOOD             INDIV
 BK3331
 BK3331                          STATION DESCRIPTION
 BK3331
 BK3331'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3331'THE STATION IS LOCATED ABOUT 6 KM (3.7 MI) WEST-NORTHWEST OF MOSS
 BK3331'BLUFF,
 BK3331'7 KM (4.4 MI) NORTH OF WESTLAKE, ALONG THE RIGHT-OF-WAY PF A PARISH
 BK3331'ROAD, ALONG A SMALL YARD AREA ON THE NORTH SIDE OF A GREEN FRAME
 BK3331'HOUSE.
 BK3331'OWNERSHIP--PARISH OFFICE OF PLANNING AND DEVELOPMENT.
 BK3331'
 BK3331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND
 BK3331'STATE HIGHWAY 378 IN MOSS BLUFF, GO WEST FOR
 BK3331'4.6 KM (2.85 MI) ON HIGHWAY 378 TO A FORK.
 BK3331'TURN RIGHT AND GO NORTHWEST FOR 1.5 KM (0.9 MI) ON A PAVED ROAD TO
 BK3331'A T-ROAD.
 BK3331'TURN RIGHT AND GO NORTH FOR 1 KM (0.65 MI) ON SUTHERLAND ROAD TO
 BK3331'THE STATION ON THE RIGHT.
 BK3331'
 BK3331'THE STATION IS A STANDARD NGS DISK
 BK3331'STAMPED---SUTHERLAND 1987---,
 BK3331'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3331'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BK3331'10.3 METERS (34 FT) EAST FROM THE CENTER OF THE ROAD,
 BK3331'74.2 METERS (243.5 FT) SOUTH FROM THE EXTENDED CENTER OF CLINT
 BK3331'DRIVE,
 BK3331'21.1 METERS (69 FT) NORTH FROM A FENCE CORNER AT A HOUSE AND
 BK3331'0.8 METERS (2.5 FT) WEST FROM A FIBERGLASS WITNESS POST IN A BARBED
 BK3331'WIRE FENCE.
 BK3331'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3331'STAMPED---SUTHERLAND 1987---,
 BK3331'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3331'
 BK3331'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3331'STAMPED---SUTHERLAND 1987---,
 BK3331'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3331'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3331'9.6 METERS (31.5 FT) WEST FROM THE CENTER OF THE ROAD,
 BK3331'2.7 METERS (9 FT) SOUTH FROM A UTILITY POLE,
 BK3331'0.8 METERS (2.5 FT) EAST FROM A FIBERGLASS WITNESS POST IN A BARBED
 BK3331'WIRE FENCE AND
 BK3331'5.9 METERS (19.5 FT) NORTH FROM A TELEPHONE PEDESTAL AND
 BK3331'76 METERS (249.5 FT) NORTH FROM THE EXTENDED CENTER OF MCMACHAEL
 BK3331'ROAD.
 BK3331'TO REACH THE AZIMUTH FROM THE STATION,
 BK3331'GO NORTH FOR 0.4 KM (0.25 MI) ON SUTHERLAND ROAD TO THE MARK ON THE
 BK3331'LEFT ALONG THE WOODS EDGE.
 BK3331
 BK3331                          STATION RECOVERY (1990)
 BK3331
 BK3331'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3331'RECOVERED AS DESCRIBED. WITNESS SIGN IS MISSING.
 BK3331
 BK3331                          STATION RECOVERY (1997)
 BK3331
 BK3331'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3331'RECOVERED IN GOOD CONDITION.
 BK3331
 BK3331                          STATION RECOVERY (2002)
 BK3331
 BK3331'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JMW)
 BK3331'THE MARK WAS RECOVERED AS PER PAST DESCRIPTIONS.  THE SURFACE MARK IS
 BK3331'SLIGHTLY DISTURBED.  THE MONUMENT IS IN A GOOD LOCATION FOR GPS
 BK3331'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3332 ***********************************************************************
 BK3332  DESIGNATION -  SUTHERLAND AZ MK
 BK3332  PID         -  BK3332
 BK3332  STATE/COUNTY-  LA/CALCASIEU
 BK3332  USGS QUAD   -  BUHLER (1975)
 BK3332
 BK3332                         *CURRENT SURVEY CONTROL
 BK3332  ___________________________________________________________________
 BK3332* NAD 83(1992)-  30 19 06.71766(N)    093 15 30.06535(W)     ADJUSTED  
 BK3332* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 BK3332  **This station is located in a subsidence area (see below).
 BK3332  ___________________________________________________________________
 BK3332  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK3332  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3332
 BK3332  HORZ ORDER  -  SECOND
 BK3332
 BK3332.The horizontal coordinates were established by classical geodetic methods
 BK3332.and adjusted by the National Geodetic Survey in January 1993..
 BK3332.No horizontal observational check was made to the station.
 BK3332
 BK3332 ** The orthometric height has not been validated since last determined
 BK3332 ** by differential leveling and should not be used for control purposes.
 BK3332 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3332 ** area with valid NAVD 88 orthometric heights.
 BK3332 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3332 ** epoch indicated which incorporates improved geoid heights for the
 BK3332 ** Southern Louisiana Subsidence area.
 BK3332 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3332.The orthometric height was scaled from a topographic map.
 BK3332
 BK3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3332
 BK3332.The geoid height was determined by GEOID03.
 BK3332
 BK3332;                    North         East     Units Scale Factor Converg.
 BK3332;SPC LA S     -   203,129.958   814,877.820   MT  0.99994106   -0 57 45.1
 BK3332;SPC LA S     -   666,435.54  2,673,478.31   sFT  0.99994106   -0 57 45.1
 BK3332;UTM  15      - 3,354,110.479   475,162.516   MT  0.99960761   -0 07 49.5
 BK3332
 BK3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3332!SPC LA S     -   1.00000320  x   0.99994106  =   0.99994426
 BK3332!UTM  15      -   1.00000320  x   0.99960761  =   0.99961081
 BK3332
 BK3332                          SUPERSEDED SURVEY CONTROL
 BK3332
 BK3332  NAD 83(1986)-  30 19 06.73856(N)    093 15 30.05810(W) AD(       ) 2
 BK3332
 BK3332.Superseded values are not recommended for survey control.
 BK3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3332.See file dsdata.txt to determine how the superseded data were derived.
 BK3332
 BK3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7516354110(NAD 83)
 BK3332_MARKER: DZ = AZIMUTH MARK DISK
 BK3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3332_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3332+STABILITY: SURFACE MOTION
 BK3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3332+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 BK3332
 BK3332  HISTORY     - Date     Condition        Report By
 BK3332  HISTORY     - 1987     MONUMENTED       LADTD
 BK3332  HISTORY     - 19970208 GOOD             USPSQD
 BK3332  HISTORY     - 20020520 GOOD             INDIV
 BK3332
 BK3332                          STATION DESCRIPTION
 BK3332
 BK3332'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3332'THE STATION IS LOCATED ABOUT 6 KM (3.7 MI) WEST-NORTHWEST OF MOSS
 BK3332'BLUFF,
 BK3332'7 KM (4.4 MI) NORTH OF WESTLAKE.
 BK3332'OWNERSHIP--PARISH OFFICE OF PLANNING AND DEVELOPMENT.
 BK3332'
 BK3332'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND
 BK3332'STATE HIGHWAY 378 IN MOSS BLUFF, GO WEST FOR
 BK3332'4.6 KM (2.85 MI) ON STATE HIGHWAY 378 TO A FORK.
 BK3332'TURN RIGHT AND GO NORTHWEST FOR 1.52 KM (0.9 MI) ON THE PAVED ROAD
 BK3332'TO A T-ROAD.
 BK3332'TURN RIGHT AND GO NORTH FOR 1.46 KM (2.35 MI) ON SUTHERLAND ROAD TO
 BK3332'THE AZIMUTH MARK ON THE LEFT ALONG THE EDGE OF THE WOODS.
 BK3332'
 BK3332'THE STATION IS A STANDARD NGS DISK
 BK3332'STAMPED---SUTHERLAND 1987---,
 BK3332'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3332'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3332'76 METERS (249 FT) NORTH FROM THE EXTENDED CENTER OF MCMACHEAL
 BK3332'STREET,
 BK3332'9.6 METERS (31.5 FT) WEST FROM THE CENTER OF THE ROAD,
 BK3332'5.9 METERS (19.4 FT) NORTH FROM A TELEPHONE PEDESTAL AND
 BK3332'0.8 METERS (2.6 FT) EAST FROM A FIBERGLASS WITNESS POST AND A
 BK3332'BARBED WIRE FENCE.
 BK3332
 BK3332                          STATION RECOVERY (1997)
 BK3332
 BK3332'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3332'RECOVERED IN GOOD CONDITION.
 BK3332
 BK3332                          STATION RECOVERY (2002)
 BK3332
 BK3332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JMW)
 BK3332'THE MARK WAS RECOVERED AS PER 1987 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3077 ***********************************************************************
 CQ3077  DESIGNATION -  SUTTON
 CQ3077  PID         -  CQ3077
 CQ3077  STATE/COUNTY-  LA/BIENVILLE
 CQ3077  USGS QUAD   -  SAILES (1986)
 CQ3077
 CQ3077                         *CURRENT SURVEY CONTROL
 CQ3077  ___________________________________________________________________
 CQ3077* NAD 83(1992)-  32 28 35.50202(N)    093 04 39.75139(W)     ADJUSTED  
 CQ3077* NAVD 88     -        92.3    (meters)     303.     (feet)  VERTCON   
 CQ3077  ___________________________________________________________________
 CQ3077  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CQ3077  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3077
 CQ3077  HORZ ORDER  -  SECOND
 CQ3077
 CQ3077.The horizontal coordinates were established by classical geodetic methods
 CQ3077.and adjusted by the National Geodetic Survey in January 1993..
 CQ3077
 CQ3077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3077
 CQ3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3077
 CQ3077.The geoid height was determined by GEOID03.
 CQ3077
 CQ3077;                    North         East     Units Scale Factor Converg.
 CQ3077;SPC LA N     -   219,296.336   945,697.021   MT  0.99996217   -0 18 19.6
 CQ3077;SPC LA N     -   719,474.73  3,102,674.31   sFT  0.99996217   -0 18 19.6
 CQ3077;UTM  15      - 3,593,259.914   492,698.211   MT  0.99960066   -0 02 30.2
 CQ3077
 CQ3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3077!SPC LA N     -   0.99998954  x   0.99996217  =   0.99995171
 CQ3077!UTM  15      -   0.99998954  x   0.99960066  =   0.99959021
 CQ3077
 CQ3077:                Primary Azimuth Mark                     Grid Az
 CQ3077:SPC LA N     -  SUTTON AZ MK 2                           013 43 03.4
 CQ3077:UTM  15      -  SUTTON AZ MK 2                           013 27 14.0
 CQ3077
 CQ3077|---------------------------------------------------------------------|
 CQ3077| PID    Reference Object                     Distance      Geod. Az  |
 CQ3077|                                                           dddmmss.s |
 CQ3077| CX6351 SUTTON AZ MK 2                                     0132443.8 |
 CQ3077| CX6352 SUTTON RM 1                          15.928 METERS 09226     |
 CQ3077| CQ3076 SUTTON A                             21.046 METERS 13900     |
 CQ3077| CX6353 SUTTON RM 2                          17.915 METERS 20001     |
 CQ3077| CX6350 SUTTON AZ MK                                       2113810.8 |
 CQ3077|---------------------------------------------------------------------|
 CQ3077
 CQ3077                          SUPERSEDED SURVEY CONTROL
 CQ3077
 CQ3077  NAD 83(1986)-  32 28 35.51517(N)    093 04 39.74249(W) AD(       ) 2
 CQ3077  NAD 27      -  32 28 34.96071(N)    093 04 39.15959(W) AD(       ) 2
 CQ3077  NGVD 29 (07/19/86)   92.4    (m)          303.     (f) VERT ANG       
 CQ3077
 CQ3077.Superseded values are not recommended for survey control.
 CQ3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3077.See file dsdata.txt to determine how the superseded data were derived.
 CQ3077
 CQ3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR9269893260(NAD 83)
 CQ3077_MARKER: DD = SURVEY DISK
 CQ3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ3077
 CQ3077  HISTORY     - Date     Condition        Report By
 CQ3077  HISTORY     - 1971     MONUMENTED       LADTD
 CQ3077
 CQ3077                          STATION DESCRIPTION
 CQ3077
 CQ3077'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ3077'THE STATION IS LOCATED 2.6 MILES SOUTHWEST OF MT. LEBANON, 6
 CQ3077'MILES NORTHWEST OF BRYCELAND AND 10.5 MILES SOUTHWEST OF
 CQ3077'ARCADIA, IN THE SOUTHWEST 1/4 OF SECTION 10, T17N, R7W, AND ON
 CQ3077'THE PROPERTY OWNED BY E. W. SUTTON EST., ADDRESS W. P. SUTTON,
 CQ3077'POST OFFICE BOX 205, GIBSLAND, LOUISIANA, TELEPHONE 843-6972.
 CQ3077'
 CQ3077'TO REACH THE STATION FROM THE RAILROAD CROSSING IN GIBSLAND ON
 CQ3077'STATE HIGHWAY 154 GO SOUTH ON STATE HIGHWAY 154 FOR 3 MILES TO
 CQ3077'THE JUNCTION WITH STATE HIGHWAY 517 (IN MT. LEBANON) TURN RIGHT
 CQ3077'AND CONTINUE ON STATE HIGHWAY 154 FOR 2.4 MILES TO JUNCTION WITH
 CQ3077'STATE HIGHWAY 793, CONTINUE SOUTH ON STATE HIGHWAY 154 FOR 0.25
 CQ3077'MILE TO THE STATION WHICH IS SET ON THE LEFT AND EAST OF THE
 CQ3077'HIGHWAY NEAR A BARN AND A FENCE CORNER.
 CQ3077'
 CQ3077'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG STATE
 CQ3077'HIGHWAY 154 FOR APPROXIMATELY 0.2 MILE AND MARK WHICH IS SET ON
 CQ3077'THE LEFT AND SOUTHEAST OF THE HIGHWAY NEAR A FENCE.
 CQ3077'
 CQ3077'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE NORTH ALONG
 CQ3077'STATE HIGHWAY 154 FOR APPROXIMATELY 0.25 MILE TO JUNCTION WITH
 CQ3077'STATE HIGHWAY 793.  THE MARK IS SET ON THE LEFT IN THE SOUTHWEST
 CQ3077'QUADRANT OF THE JUNCTION.
 CQ3077'
 CQ3077'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3077'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ3077'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ3077'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ3077'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ3077'SURFACE.  THEY ARE STAMPED SUTTON 1971.  THE MARK IS 53 FEET
 CQ3077'EAST OF THE CENTER OF STATE HIGHWAY 154, 50 FEET NORTHWEST OF
 CQ3077'THE NORTHWEST CORNER OF A BARN, 45 FEET WEST-SOUTHWEST OF
 CQ3077'THE CENTER OF A FIELD GATE, 33 FEET SOUTH-SOUTHEAST OF THE
 CQ3077'SOUTH END OF A CULVERT, 5.5 FEET SOUTHEAST OF A METAL WITNESS
 CQ3077'POST AND SIGN, AND 5 FEET SOUTH-SOUTHEAST OF A FENCE CORNER.
 CQ3077'
 CQ3077'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3077'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP
 CQ3077'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CQ3077'THE GROUND.  IT IS STAMPED SUTTON R.M. 1 1971.  IT IS 107 FEET
 CQ3077'EAST OF THE CENTER OF STATE HIGHWAY 154, 53 FEET NORTH OF THE
 CQ3077'NORTHEAST CORNER OF A BARN, 9 FEET EAST-SOUTHEAST OF THE CENTER
 CQ3077'OF A FIELD GATE, AND 3 FEET SOUTH OF A FENCE.
 CQ3077'
 CQ3077'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3077'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ3077'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ3077'IS STAMPED SUTTON R.M. 2 1971.  IT IS 85 FEET NORTHWEST OF A 24
 CQ3077'INCH OAK TREE, 32 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A
 CQ3077'BARN, AND 3 FEET EAST OF A FENCE.
 CQ3077'
 CQ3077'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ3077'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A
 CQ3077'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3077'GROUND.  IT IS STAMPED SUTTON AZ.MK. 1971.  IT IS 93 FEET
 CQ3077'EAST-NORTHEAST OF THE CENTER OF A FIELD ROAD, 47 FEET
 CQ3077'SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 154, 8 FEET WEST
 CQ3077'OF A GUY POLE FOR A POWER POLE, 2 FEET NORTH-NORTHWEST OF A
 CQ3077'FENCE, AND 2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 CQ3077'SIGN.
 CQ3077'
 CQ3077'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ3077'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CQ3077'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ3077'GROUND.  IT IS STAMPED SUTTON AZ.MK. 2 1971.  IT IS 57 FEET WEST
 CQ3077'OF THE CENTER OF STATE HIGHWAY 154, 44 FEET SOUTHEAST OF THE
 CQ3077'CENTER OF STATE HIGHWAY 793, 11 FEET SOUTHWEST OF POWER POLE
 CQ3077'NO. 23, 9 FEET WEST OF A TELEPHONE JUNCTION BOX, AND 1.5 FEET
 CQ3077'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 CQ3077'
 CQ3077'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1112 ***********************************************************************
 AT1112  DESIGNATION -  SW END DOULLUT CANAL HSE CHIM
 AT1112  PID         -  AT1112
 AT1112  STATE/COUNTY-  LA/PLAQUEMINES
 AT1112  USGS QUAD   -  EMPIRE (1992)
 AT1112
 AT1112                         *CURRENT SURVEY CONTROL
 AT1112  ___________________________________________________________________
 AT1112* NAD 83(1992)-  29 22 51.34814(N)    089 36 22.27864(W)     ADJUSTED  
 AT1112* NAVD 88     -                                                        
 AT1112  **This station is located in a subsidence area (see below).
 AT1112  ___________________________________________________________________
 AT1112  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1112  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AT1112
 AT1112  HORZ ORDER  -  THIRD
 AT1112
 AT1112.The horizontal coordinates were established by classical geodetic methods
 AT1112.and adjusted by the National Geodetic Survey in January 1993..
 AT1112
 AT1112 ** The orthometric height has not been validated since last determined
 AT1112 ** by differential leveling and should not be used for control purposes.
 AT1112 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1112 ** area with valid NAVD 88 orthometric heights.
 AT1112 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1112 ** epoch indicated which incorporates improved geoid heights for the
 AT1112 ** Southern Louisiana Subsidence area.
 AT1112 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1112
 AT1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1112
 AT1112.The geoid height was determined by GEOID03.
 AT1112
 AT1112;                    North         East     Units Scale Factor Converg.
 AT1112;SPC LA S     -    98,911.542 1,167,661.312   MT  0.99998386   +0 51 48.9
 AT1112;SPC LA S     -   324,512.28  3,830,902.15   sFT  0.99998386   +0 51 48.9
 AT1112;UTM  16      - 3,253,014.319   247,048.144   MT  1.00038959   -1 16 45.5
 AT1112
 AT1112                          SUPERSEDED SURVEY CONTROL
 AT1112
 AT1112  NAD 83(1986)-  29 22 51.35679(N)    089 36 22.28646(W) AD(       ) 4
 AT1112  NAD 27      -  29 22 50.57000(N)    089 36 22.06000(W) AD(       ) 3
 AT1112
 AT1112.Superseded values are not recommended for survey control.
 AT1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1112.See file dsdata.txt to determine how the superseded data were derived.
 AT1112
 AT1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4704853014(NAD 83)
 AT1112_MARKER: 85 = CHIMNEY
 AT1112
 AT1112  HISTORY     - Date     Condition        Report By
 AT1112  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1112
 AT1112                          STATION DESCRIPTION
 AT1112
 AT1112'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0831 ***********************************************************************
 AT0831  DESIGNATION -  SW PAS ENT W JETTY FR LT
 AT0831  PID         -  AT0831
 AT0831  STATE/COUNTY-  LA/PLAQUEMINES
 AT0831  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0831
 AT0831                         *CURRENT SURVEY CONTROL
 AT0831  ___________________________________________________________________
 AT0831* NAD 83(1992)-  28 54 38.49759(N)    089 25 55.36490(W)     ADJUSTED  
 AT0831* NAVD 88     -                                                        
 AT0831  ___________________________________________________________________
 AT0831  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AT0831  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AT0831
 AT0831  HORZ ORDER  -  THIRD
 AT0831
 AT0831.The horizontal coordinates were established by classical geodetic methods
 AT0831.and adjusted by the National Geodetic Survey in January 1993..
 AT0831
 AT0831
 AT0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0831
 AT0831.The geoid height was determined by GEOID03.
 AT0831
 AT0831;                    North         East     Units Scale Factor Converg.
 AT0831;SPC LA S     -    47,064.197 1,185,429.393   MT  1.00010519   +0 57 02.4
 AT0831;SPC LA S     -   154,409.79  3,889,196.27   sFT  1.00010519   +0 57 02.4
 AT0831;UTM  16      - 3,200,525.241   262,877.380   MT  1.00029392   -1 10 34.7
 AT0831
 AT0831                          SUPERSEDED SURVEY CONTROL
 AT0831
 AT0831  NAD 83(1986)-  28 54 38.50366(N)    089 25 55.38093(W) AD(       ) 4
 AT0831  NAD 27      -  28 54 38.13145(N)    089 25 54.97264(W) AD(       ) 3
 AT0831
 AT0831.Superseded values are not recommended for survey control.
 AT0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0831.See file dsdata.txt to determine how the superseded data were derived.
 AT0831
 AT0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6287700525(NAD 83)
 AT0831_MARKER: 15 = RANGE MARKER
 AT0831
 AT0831  HISTORY     - Date     Condition        Report By
 AT0831  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT0831
 AT0831                          STATION DESCRIPTION
 AT0831
 AT0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT0831'STATION IS THE CENTER OF THE SW PASS ENTRANCE W JETTY FRONT RANGE
 AT0831'LIGHT, SUPPORTED BY 50-FOOT BLACK, SQUARE, PYRAMIDAL, SLATTED
 AT0831'STRUCTURE ON PILES IN 15 FEET OF WATER.  LOCATED BY INTERSECTION.
 AT0831'(SEE LOCAL LIGHT AND BUOY LIST, GULF COAST, 1936, NO.3586).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0832 ***********************************************************************
 AT0832  DESIGNATION -  SW PAS ENT W JETTY RR LT
 AT0832  PID         -  AT0832
 AT0832  STATE/COUNTY-  LA/PLAQUEMINES
 AT0832  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0832
 AT0832                         *CURRENT SURVEY CONTROL
 AT0832  ___________________________________________________________________
 AT0832* NAD 83(1992)-  28 54 53.11572(N)    089 25 55.34155(W)     ADJUSTED  
 AT0832* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0832  ___________________________________________________________________
 AT0832  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AT0832  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AT0832
 AT0832  HORZ ORDER  -  THIRD
 AT0832
 AT0832.The horizontal coordinates were established by classical geodetic methods
 AT0832.and adjusted by the National Geodetic Survey in January 1993..
 AT0832
 AT0832.The orthometric height was scaled from a topographic map.
 AT0832
 AT0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0832
 AT0832.The geoid height was determined by GEOID03.
 AT0832
 AT0832;                    North         East     Units Scale Factor Converg.
 AT0832;SPC LA S     -    47,514.245 1,185,422.558   MT  1.00010385   +0 57 02.4
 AT0832;SPC LA S     -   155,886.32  3,889,173.84   sFT  1.00010385   +0 57 02.4
 AT0832;UTM  16      - 3,200,975.318   262,887.255   MT  1.00029386   -1 10 35.3
 AT0832
 AT0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0832!SPC LA S     -   1.00000354  x   1.00010385  =   1.00010739
 AT0832!UTM  16      -   1.00000354  x   1.00029386  =   1.00029740
 AT0832
 AT0832                          SUPERSEDED SURVEY CONTROL
 AT0832
 AT0832  NAD 83(1986)-  28 54 53.12189(N)    089 25 55.35808(W) AD(       ) 3
 AT0832  NAD 27      -  28 54 52.68007(N)    089 25 54.94683(W) AD(       ) 3
 AT0832
 AT0832.Superseded values are not recommended for survey control.
 AT0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0832.See file dsdata.txt to determine how the superseded data were derived.
 AT0832
 AT0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6288700975(NAD 83)
 AT0832_MARKER: 15 = RANGE MARKER
 AT0832
 AT0832  HISTORY     - Date     Condition        Report By
 AT0832  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT0832
 AT0832                          STATION DESCRIPTION
 AT0832
 AT0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT0832'STATION IS THE CENTER OF THE SW PASS ENTRANCE W JETTY REAR RANGE
 AT0832'LIGHT WHICH IS SUPPORTED BY 70-FOOT BLACK, SQUARE, PYRAMIDAL,
 AT0832'SLATTED STRUCTURE ON PILES IN 8 FEET OF WATER.  (SEE LOCAL LIGHT AND
 AT0832'BUOY LIST, GULF COAST, 1936, NO. 3587).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0830 ***********************************************************************
 AT0830  DESIGNATION -  SW PASS E JETTY END LT
 AT0830  PID         -  AT0830
 AT0830  STATE/COUNTY-  LA/PLAQUEMINES
 AT0830  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0830
 AT0830                         *CURRENT SURVEY CONTROL
 AT0830  ___________________________________________________________________
 AT0830* NAD 83(1992)-  28 54 14.36836(N)    089 25 48.53714(W)     ADJUSTED  
 AT0830* NAVD 88     -                                                        
 AT0830  ___________________________________________________________________
 AT0830  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AT0830  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AT0830
 AT0830  HORZ ORDER  -  THIRD
 AT0830
 AT0830.The horizontal coordinates were established by classical geodetic methods
 AT0830.and adjusted by the National Geodetic Survey in January 1993..
 AT0830
 AT0830
 AT0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0830
 AT0830.The geoid height was determined by GEOID03.
 AT0830
 AT0830;                    North         East     Units Scale Factor Converg.
 AT0830;SPC LA S     -    46,324.417 1,185,626.687   MT  1.00010740   +0 57 05.8
 AT0830;SPC LA S     -   151,982.69  3,889,843.56   sFT  1.00010740   +0 57 05.8
 AT0830;UTM  16      - 3,199,778.509   263,047.115   MT  1.00029293   -1 10 30.5
 AT0830
 AT0830                          SUPERSEDED SURVEY CONTROL
 AT0830
 AT0830  NAD 83(1986)-  28 54 14.37399(N)    089 25 48.55318(W) AD(       ) 4
 AT0830  NAD 27      -  28 54 14.11387(N)    089 25 48.18304(W) AD(       ) 3
 AT0830
 AT0830.Superseded values are not recommended for survey control.
 AT0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0830.See file dsdata.txt to determine how the superseded data were derived.
 AT0830
 AT0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBS6304799779(NAD 83)
 AT0830_MARKER: 14 = NAVIGATION LIGHT
 AT0830
 AT0830  HISTORY     - Date     Condition        Report By
 AT0830  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT0830
 AT0830                          STATION DESCRIPTION
 AT0830
 AT0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT0830'STATION IS ON THE INNER SIDE OF THE OUTER AND OF E JETTY ON PILES
 AT0830'IN WATER ABOUT 180 YARDS S OF THE OUTER END OF THE LAST DIKE ON THE
 AT0830'SE SIDE OF SOUTHWEST PASS.  A PYRAMIDAL STEEL SKELETON STRUCTURE
 AT0830'PAINTED RED AND ABOUT 56 FEET HIGH SUPPORTS THE RED LIGHT.
 AT0830'
 AT0830'HEIGHT OF LIGHT ABOVE STATION MARK - 17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0810 ***********************************************************************
 AT0810  DESIGNATION -  SW PASS LIGHT 6
 AT0810  PID         -  AT0810
 AT0810  STATE/COUNTY-  LA/PLAQUEMINES
 AT0810  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0810
 AT0810                         *CURRENT SURVEY CONTROL
 AT0810  ___________________________________________________________________
 AT0810* NAD 83(1992)-  28 59 06.75911(N)    089 21 51.74926(W)     ADJUSTED  
 AT0810* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0810  ___________________________________________________________________
 AT0810  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AT0810  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AT0810
 AT0810  HORZ ORDER  -  THIRD
 AT0810
 AT0810.The horizontal coordinates were established by classical geodetic methods
 AT0810.and adjusted by the National Geodetic Survey in January 1993..
 AT0810
 AT0810.The orthometric height was scaled from a topographic map.
 AT0810
 AT0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0810
 AT0810.The geoid height was determined by GEOID03.
 AT0810
 AT0810;                    North         East     Units Scale Factor Converg.
 AT0810;SPC LA S     -    55,434.297 1,191,886.674   MT  1.00008153   +0 59 04.2
 AT0810;SPC LA S     -   181,870.69  3,910,381.53   sFT  1.00008153   +0 59 04.2
 AT0810;UTM  16      - 3,208,651.164   269,642.356   MT  1.00025488   -1 08 46.5
 AT0810
 AT0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0810!SPC LA S     -   1.00000356  x   1.00008153  =   1.00008509
 AT0810!UTM  16      -   1.00000356  x   1.00025488  =   1.00025844
 AT0810
 AT0810                          SUPERSEDED SURVEY CONTROL
 AT0810
 AT0810  NAD 83(1986)-  28 59 06.76473(N)    089 21 51.76381(W) AD(       ) 4
 AT0810  NAD 27      -  28 59 05.83687(N)    089 21 51.65071(W) AD(       ) 3
 AT0810
 AT0810.Superseded values are not recommended for survey control.
 AT0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0810.See file dsdata.txt to determine how the superseded data were derived.
 AT0810
 AT0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6964208651(NAD 83)
 AT0810_MARKER: 16 = DAYBEACON
 AT0810
 AT0810  HISTORY     - Date     Condition        Report By
 AT0810  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT0810
 AT0810                          STATION DESCRIPTION
 AT0810
 AT0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT0810'ON OUTER END OF WING DIKE EXTENDING FROM THE E SIDE OF THE PASS.
 AT0810'THIS IS THE SECOND DIKE ON THE E SIDE N OF BURRWOOD.  LIGHT IS 1.3
 AT0810'MILES NE OF BURRWOOD WHARF.  IT IS A RED LIGHT WITH A WHITE
 AT0810'RECTANGULAR SLATTED DAY MARK ON A POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1052 ***********************************************************************
 AT1052  DESIGNATION -  SW PASS LIGHT 7
 AT1052  PID         -  AT1052
 AT1052  STATE/COUNTY-  LA/PLAQUEMINES
 AT1052  USGS QUAD   -  DIXON BAY (1971)
 AT1052
 AT1052                         *CURRENT SURVEY CONTROL
 AT1052  ___________________________________________________________________
 AT1052* NAD 83(1992)-  29 01 15.54486(N)    089 20 33.44084(W)     ADJUSTED  
 AT1052* NAVD 88     -                                                        
 AT1052  ___________________________________________________________________
 AT1052  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AT1052  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AT1052
 AT1052  HORZ ORDER  -  THIRD
 AT1052
 AT1052.The horizontal coordinates were established by classical geodetic methods
 AT1052.and adjusted by the National Geodetic Survey in January 1993..
 AT1052
 AT1052
 AT1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1052
 AT1052.The geoid height was determined by GEOID03.
 AT1052
 AT1052;                    North         East     Units Scale Factor Converg.
 AT1052;SPC LA S     -    59,435.648 1,193,937.472   MT  1.00007076   +0 59 43.4
 AT1052;SPC LA S     -   194,998.46  3,917,109.86   sFT  1.00007076   +0 59 43.4
 AT1052;UTM  16      - 3,212,574.145   271,840.940   MT  1.00024243   -1 08 13.1
 AT1052
 AT1052                          SUPERSEDED SURVEY CONTROL
 AT1052
 AT1052  NAD 83(1986)-  29 01 15.55016(N)    089 20 33.45478(W) AD(       ) 4
 AT1052  NAD 27      -  29 01 14.68844(N)    089 20 33.29039(W) AD(       ) 3
 AT1052
 AT1052.Superseded values are not recommended for survey control.
 AT1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1052.See file dsdata.txt to determine how the superseded data were derived.
 AT1052
 AT1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7184112574(NAD 83)
 AT1052_MARKER: 16 = DAYBEACON
 AT1052
 AT1052  HISTORY     - Date     Condition        Report By
 AT1052  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT1052
 AT1052                          STATION DESCRIPTION
 AT1052
 AT1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1052'ON MARSH LAND ON THE W BANK OF SOUTHWEST PASS, STATION IS A WHITE
 AT1052'LIGHT AND WHITE RECTANGULAR DAY MARK ON A POST.  THE LIGHT IS ABOUT
 AT1052'4 MILES NE OF BURRWOOD WHARF, AND IS ABOUT 250 METERS NE OF A
 AT1052'SPILLWAY EMPTYING INTO WEST BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1055 ***********************************************************************
 AT1055  DESIGNATION -  SW PASS LIGHT 8
 AT1055  PID         -  AT1055
 AT1055  STATE/COUNTY-  LA/PLAQUEMINES
 AT1055  USGS QUAD   -  DIXON BAY (1971)
 AT1055
 AT1055                         *CURRENT SURVEY CONTROL
 AT1055  ___________________________________________________________________
 AT1055* NAD 83(1992)-  29 05 08.82718(N)    089 16 50.41494(W)     ADJUSTED  
 AT1055* NAVD 88     -                                                        
 AT1055  ___________________________________________________________________
 AT1055  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AT1055  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AT1055
 AT1055  HORZ ORDER  -  THIRD
 AT1055
 AT1055.The horizontal coordinates were established by classical geodetic methods
 AT1055.and adjusted by the National Geodetic Survey in January 1993..
 AT1055
 AT1055
 AT1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1055
 AT1055.The geoid height was determined by GEOID03.
 AT1055
 AT1055;                    North         East     Units Scale Factor Converg.
 AT1055;SPC LA S     -    66,723.705 1,199,843.580   MT  1.00005224   +1 01 34.9
 AT1055;SPC LA S     -   218,909.36  3,936,486.81   sFT  1.00005224   +1 01 34.9
 AT1055;UTM  16      - 3,219,638.389   278,015.338   MT  1.00020812   -1 06 32.9
 AT1055
 AT1055                          SUPERSEDED SURVEY CONTROL
 AT1055
 AT1055  NAD 83(1986)-  29 05 08.83166(N)    089 16 50.42773(W) AD(       ) 4
 AT1055  NAD 27      -  29 05 07.97835(N)    089 16 50.24668(W) AD(       ) 3
 AT1055
 AT1055.Superseded values are not recommended for survey control.
 AT1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1055.See file dsdata.txt to determine how the superseded data were derived.
 AT1055
 AT1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7801519638(NAD 83)
 AT1055_MARKER: 16 = DAYBEACON
 AT1055
 AT1055  HISTORY     - Date     Condition        Report By
 AT1055  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT1055
 AT1055                          STATION DESCRIPTION
 AT1055
 AT1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1055'STATION LOCATED ON THE SE BRANCH OF SOUTHWEST PASS, ABOUT 4 MILES
 AT1055'BELOW HEAD OF PASSES AND 1/4 MILE SW OF JOSEPH BAYOU.  STATION IS A
 AT1055'RED LIGHT AND WHITE RECTANGULAR DAY MARK ON A POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0635 ***********************************************************************
 AV0635  DESIGNATION -  SW PASS VERMILION BAY LIGHT 1
 AV0635  PID         -  AV0635
 AV0635  STATE/COUNTY-  LA/VERMILION
 AV0635  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0635
 AV0635                         *CURRENT SURVEY CONTROL
 AV0635  ___________________________________________________________________
 AV0635* NAD 83(1992)-  29 33 54.07832(N)    092 03 16.78860(W)     ADJUSTED  
 AV0635* NAVD 88     -                                                        
 AV0635  ___________________________________________________________________
 AV0635  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AV0635  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AV0635
 AV0635  HORZ ORDER  -  THIRD
 AV0635
 AV0635.The horizontal coordinates were established by classical geodetic methods
 AV0635.and adjusted by the National Geodetic Survey in January 1993..
 AV0635
 AV0635
 AV0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0635
 AV0635.The geoid height was determined by GEOID03.
 AV0635
 AV0635;                    North         East     Units Scale Factor Converg.
 AV0635;SPC LA S     -   118,272.717   930,103.662   MT  0.99995448   -0 21 38.4
 AV0635;SPC LA S     -   388,033.07  3,051,515.10   sFT  0.99995448   -0 21 38.4
 AV0635;UTM  15      - 3,270,960.592   591,572.659   MT  0.99970347   +0 27 59.3
 AV0635
 AV0635                          SUPERSEDED SURVEY CONTROL
 AV0635
 AV0635  NAD 83(1986)-  29 33 54.10097(N)    092 03 16.77861(W) AD(       ) 4
 AV0635  NAD 27      -  29 33 53.34000(N)    092 03 16.31000(W) AD(       ) 3
 AV0635
 AV0635.Superseded values are not recommended for survey control.
 AV0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0635.See file dsdata.txt to determine how the superseded data were derived.
 AV0635
 AV0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9157370961(NAD 83)
 AV0635
 AV0635  HISTORY     - Date     Condition        Report By
 AV0635  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0635
 AV0635                          STATION DESCRIPTION
 AV0635
 AV0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0635'THE STATION IS THE CENTER OF A FLASHING WHITE LIGHT WHICH
 AV0635'IS LOCATED ON THE TOP OF A PILE ABOUT 1.4 MILES SOUTHWEST
 AV0635'OF LIGHTHOUSE POINT, NEAR THE ENTRANCE AND ON THE WEST SIDE
 AV0635'OF SOUTHWEST PASS.  THE LIGHT FLASHES EVERY 4 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0636 ***********************************************************************
 AV0636  DESIGNATION -  SW PASS VERMILION BAY LIGHT 3
 AV0636  PID         -  AV0636
 AV0636  STATE/COUNTY-  LA/VERMILION
 AV0636  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0636
 AV0636                         *CURRENT SURVEY CONTROL
 AV0636  ___________________________________________________________________
 AV0636* NAD 83(1992)-  29 35 10.18579(N)    092 01 42.42899(W)     ADJUSTED  
 AV0636* NAVD 88     -                                                        
 AV0636  ___________________________________________________________________
 AV0636  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AV0636  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AV0636
 AV0636  HORZ ORDER  -  THIRD
 AV0636
 AV0636.The horizontal coordinates were established by classical geodetic methods
 AV0636.and adjusted by the National Geodetic Survey in January 1993..
 AV0636
 AV0636
 AV0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0636
 AV0636.The geoid height was determined by GEOID03.
 AV0636
 AV0636;                    North         East     Units Scale Factor Converg.
 AV0636;SPC LA S     -   120,600.243   932,657.671   MT  0.99995177   -0 20 51.2
 AV0636;SPC LA S     -   395,669.30  3,059,894.38   sFT  0.99995177   -0 20 51.2
 AV0636;UTM  15      - 3,273,324.164   594,092.177   MT  0.99970924   +0 28 47.0
 AV0636
 AV0636                          SUPERSEDED SURVEY CONTROL
 AV0636
 AV0636  NAD 83(1986)-  29 35 10.20870(N)    092 01 42.41917(W) AD(       ) 4
 AV0636  NAD 27      -  29 35 09.44000(N)    092 01 41.97000(W) AD(       ) 3
 AV0636
 AV0636.Superseded values are not recommended for survey control.
 AV0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0636.See file dsdata.txt to determine how the superseded data were derived.
 AV0636
 AV0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9409273324(NAD 83)
 AV0636_MARKER: 14 = NAVIGATION LIGHT
 AV0636
 AV0636  HISTORY     - Date     Condition        Report By
 AV0636  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0636
 AV0636                          STATION DESCRIPTION
 AV0636
 AV0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0636'THE STATION IS THE CENTER OF A FLASHING GREEN LIGHT WHICH IS
 AV0636'FIXED TO A DOLPHIN THAT IS DRIVEN INTO 3 FEET OF WATER.  IT
 AV0636'LIES ABOUT 1 MILE NORTHEAST OF LIGHTHOUSE POINT, 3/10 MILE
 AV0636'WEST OF PORPOISE POINT, ON THE WESTERLY SIDE OF SOUTHWEST
 AV0636'PASS.
 AV0636'
 AV0636'THE LIGHT FLASHES EVERY 3 SECONDS AND IS 19 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0637 ***********************************************************************
 AV0637  DESIGNATION -  SW PASS VERMILION BAY LIGHT 2
 AV0637  PID         -  AV0637
 AV0637  STATE/COUNTY-  LA/IBERIA
 AV0637  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0637
 AV0637                         *CURRENT SURVEY CONTROL
 AV0637  ___________________________________________________________________
 AV0637* NAD 83(1992)-  29 34 58.79000(N)    092 02 17.11770(W)     ADJUSTED  
 AV0637* NAVD 88     -                                                        
 AV0637  ___________________________________________________________________
 AV0637  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AV0637  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AV0637
 AV0637  HORZ ORDER  -  THIRD
 AV0637
 AV0637.The horizontal coordinates were established by classical geodetic methods
 AV0637.and adjusted by the National Geodetic Survey in January 1993..
 AV0637
 AV0637
 AV0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0637
 AV0637.The geoid height was determined by GEOID03.
 AV0637
 AV0637;                    North         East     Units Scale Factor Converg.
 AV0637;SPC LA S     -   120,255.088   931,722.024   MT  0.99995216   -0 21 08.6
 AV0637;SPC LA S     -   394,536.90  3,056,824.67   sFT  0.99995216   -0 21 08.6
 AV0637;UTM  15      - 3,272,965.623   593,161.838   MT  0.99970709   +0 28 29.7
 AV0637
 AV0637                          SUPERSEDED SURVEY CONTROL
 AV0637
 AV0637  NAD 83(1986)-  29 34 58.81285(N)    092 02 17.10829(W) AD(       ) 4
 AV0637  NAD 27      -  29 34 58.04000(N)    092 02 16.65000(W) AD(       ) 3
 AV0637
 AV0637.Superseded values are not recommended for survey control.
 AV0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0637.See file dsdata.txt to determine how the superseded data were derived.
 AV0637
 AV0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN9316272966(NAD 83)
 AV0637
 AV0637  HISTORY     - Date     Condition        Report By
 AV0637  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0637
 AV0637                          STATION DESCRIPTION
 AV0637
 AV0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0637'THE STATION IS THE CENTER OF A FLASHING RED LIGHT WHICH IS
 AV0637'FIXED TO A RED BOX ON A DOLPHIN.  IT LIES ABOUT 4/10 MILE
 AV0637'NORTH OF LIGHTHOUSE POINT AND IN 10 FEET OF WATER.
 AV0637'
 AV0637'THE LIGHT FLASHES EVERY 4 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2601 ***********************************************************************
 CQ2601  DESIGNATION -  SWAMP
 CQ2601  PID         -  CQ2601
 CQ2601  STATE/COUNTY-  LA/OUACHITA
 CQ2601  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2601
 CQ2601                         *CURRENT SURVEY CONTROL
 CQ2601  ___________________________________________________________________
 CQ2601* NAD 83(1986)-  32 24 53.     (N)    092 01 43.     (W)     SCALED    
 CQ2601* NAVD 88     -        19.109  (meters)      62.69   (feet)  ADJUSTED  
 CQ2601  ___________________________________________________________________
 CQ2601  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2601  DYNAMIC HT  -          19.088 (meters)      62.62  (feet)  COMP
 CQ2601  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 CQ2601
 CQ2601  VERT ORDER  -  SECOND    CLASS I
 CQ2601
 CQ2601.The horizontal coordinates were scaled from a topographic map and have
 CQ2601.an estimated accuracy of +/- 6 seconds.
 CQ2601
 CQ2601.The orthometric height was determined by differential leveling
 CQ2601.and adjusted by the National Geodetic Survey in May 1997..
 CQ2601
 CQ2601.The geoid height was determined by GEOID03.
 CQ2601
 CQ2601.The dynamic height is computed by dividing the NAVD 88
 CQ2601.geopotential number by the normal gravity value computed on the
 CQ2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2601.degrees latitude (g = 980.6199 gals.).
 CQ2601
 CQ2601.The modeled gravity was interpolated from observed gravity values.
 CQ2601
 CQ2601;                    North         East    Units  Estimated Accuracy
 CQ2601;SPC LA N     -   212,390.    1,044,340.      MT  (+/- 180 meters Scaled)
 CQ2601
 CQ2601                          SUPERSEDED SURVEY CONTROL
 CQ2601
 CQ2601.No superseded survey control is available for this station.
 CQ2601
 CQ2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR913868(NAD 83)
 CQ2601_MARKER: DS = TRIANGULATION STATION DISK
 CQ2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2601_SP_SET: CONCRETE POST
 CQ2601_STAMPING: SWAMP
 CQ2601_MARK LOGO: CGS   
 CQ2601_PROJECTION: PROJECTING 8 CENTIMETERS
 CQ2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2601+STABILITY: SURFACE MOTION
 CQ2601
 CQ2601  HISTORY     - Date     Condition        Report By
 CQ2601  HISTORY     - 1931     MONUMENTED       CGS
 CQ2601  HISTORY     - 1983     GOOD             LADTD
 CQ2601  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ2601  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 CQ2601
 CQ2601                          STATION DESCRIPTION
 CQ2601
 CQ2601'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2601'14.2 KM (8.8 MI) SE FROM MONROE.
 CQ2601'ABOUT 3.2 KM (2 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2601'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG NUTLAND
 CQ2601'ROAD, THENCE 7.5 KM (4.65 MILES) SOUTHEAST ALONG STATE HIGHWAY 15, IN
 CQ2601'SECTION 35, T 17 N, R 4 E, TO THE MARK ON THE RIGHT ABOUT 0.3 KM (0.20
 CQ2601'MILE) SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH,
 CQ2601'71.9 METERS (236 FEET) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 21.6 KM
 CQ2601'(71 FEET) SOUTHWEST OF THE NORTHEAST EDGE OF A BRUSH AND TIMBER LINE,
 CQ2601'NOTE--REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.
 CQ2601'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 CQ2601'THE MARK IS 0.61 M BELOW HIGHWAY 15.
 CQ2601
 CQ2601                          STATION RECOVERY (1990)
 CQ2601
 CQ2601'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2601'MARK NOT FOUND.
 CQ2601
 CQ2601                          STATION RECOVERY (1991)
 CQ2601
 CQ2601'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2718 ***********************************************************************
 CQ2718  DESIGNATION -  SWAMP
 CQ2718  PID         -  CQ2718
 CQ2718  STATE/COUNTY-  LA/OUACHITA
 CQ2718  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2718
 CQ2718                         *CURRENT SURVEY CONTROL
 CQ2718  ___________________________________________________________________
 CQ2718* NAD 83(1992)-  32 24 52.81807(N)    092 01 43.42962(W)     ADJUSTED  
 CQ2718* NAVD 88     -        19.15   (+/-2cm)      62.8    (feet)  VERTCON   
 CQ2718  ___________________________________________________________________
 CQ2718  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CQ2718  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2718
 CQ2718  HORZ ORDER  -  FIRST
 CQ2718  VERT ORDER  -  THIRD ? (See Below)
 CQ2718
 CQ2718.The horizontal coordinates were established by classical geodetic methods
 CQ2718.and adjusted by the National Geodetic Survey in January 1993..
 CQ2718
 CQ2718.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2718.The vertical order pertains to the NGVD 29 superseded value.
 CQ2718
 CQ2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2718
 CQ2718.The geoid height was determined by GEOID03.
 CQ2718
 CQ2718;                    North         East     Units Scale Factor Converg.
 CQ2718;SPC LA N     -   212,388.702 1,044,327.898   MT  0.99995224   +0 14 57.0
 CQ2718;SPC LA N     -   696,811.93  3,426,265.78   sFT  0.99995224   +0 14 57.0
 CQ2718;UTM  15      - 3,586,815.399   591,328.181   MT  0.99970285   +0 31 14.4
 CQ2718
 CQ2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2718!SPC LA N     -   1.00000107  x   0.99995224  =   0.99995331
 CQ2718!UTM  15      -   1.00000107  x   0.99970285  =   0.99970392
 CQ2718
 CQ2718|---------------------------------------------------------------------|
 CQ2718| PID    Reference Object                     Distance      Geod. Az  |
 CQ2718|                                                           dddmmss.s |
 CQ2718| CY5643 SWAMP RM 2                           96.893 METERS 21916     |
 CQ2718| CQ2600 SWAMP AZ MK                                        3301105.4 |
 CQ2718| CQ2671 MONROE EAST MUN TANK                APPROX.12.6 KM 3362118.3 |
 CQ2718| CY5642 SWAMP RM 1                           39.889 METERS 34450     |
 CQ2718|---------------------------------------------------------------------|
 CQ2718
 CQ2718                          SUPERSEDED SURVEY CONTROL
 CQ2718
 CQ2718  NAD 83(1986)-  32 24 52.83162(N)    092 01 43.42247(W) AD(       ) 1
 CQ2718  NAD 27      -  32 24 52.30600(N)    092 01 42.94200(W) AD(       ) 1
 CQ2718  NGVD 29 (11/02/92)   19.19   (m)           63.0    (f) LEVELING    3  
 CQ2718
 CQ2718.Superseded values are not recommended for survey control.
 CQ2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2718.See file dsdata.txt to determine how the superseded data were derived.
 CQ2718
 CQ2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9132886815(NAD 83)
 CQ2718_MARKER: DS = TRIANGULATION STATION DISK
 CQ2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2718
 CQ2718  HISTORY     - Date     Condition        Report By
 CQ2718  HISTORY     - 1931     MONUMENTED       CGS
 CQ2718  HISTORY     - 1935     GOOD             LAGS
 CQ2718  HISTORY     - 1936     GOOD             LAGS
 CQ2718  HISTORY     - 1939     GOOD             CGS
 CQ2718  HISTORY     - 1941     GOOD             CGS
 CQ2718  HISTORY     - 1966     GOOD             CGS
 CQ2718  HISTORY     - 1971     GOOD             NGS
 CQ2718
 CQ2718                          STATION DESCRIPTION
 CQ2718
 CQ2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2718'STATION IS 8 MILES SE OF MONROE, ABOUT 75 METERS (246 FEET)
 CQ2718'SW OF STATE ROUTE 15, JUST S OF AN OLD LOG LOADER, ABOUT
 CQ2718'3 METERS (10 FEET) E OF DIM LOGGING ROAD LEADING S INTO SWAMP
 CQ2718'ABOUT 50 METERS (164 FEET) W OF A CRYSTAL GASOLINE SIGN ON THE
 CQ2718'S SIDE OF HIGHWAY, AND 7 METERS (23 FEET) W OF 12-INCH BLAZED
 CQ2718'TREE.
 CQ2718'
 CQ2718'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 CQ2718'SET IN CONCRETE.
 CQ2718'
 CQ2718'REFERENCE MARK NO. 1 IS IN WOODS ABOUT 50 METERS (164 FEET)
 CQ2718'SW OF ROAD, AND 39.88 METERS (130.8 FEET) FROM STATION IN
 CQ2718'N 15 DEG 10 MIN W.
 CQ2718'
 CQ2718'REFERENCE MARK NO. 2 IS IN WOODS ABOUT 7 METERS (23 FEET)
 CQ2718'W OF DIM LOGGING ROAD, AND 120 PACES FROM STATION .
 CQ2718'S 39 DEG 15 MIN 54 SEC W.
 CQ2718
 CQ2718                          STATION RECOVERY (1935)
 CQ2718
 CQ2718'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ2718'STATION RECOVERED AS DESCRIBED.
 CQ2718
 CQ2718                          STATION RECOVERY (1936)
 CQ2718
 CQ2718'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CQ2718'STATION WAS RECOVERED IN GOOD CONDITION.
 CQ2718'
 CQ2718'THE OLD LOG LOADER AND CRYSTAL GASOLINE SIGN USED AS REFERENCE
 CQ2718'IN THE OLD DESCRIPTION HAVE BEEN MOVED.
 CQ2718'
 CQ2718'NEW DESCRIPTION OF STATION--8.70 MILES SE OF MONROE, 233
 CQ2718'FEET SW OF CENTER LINE OF STATE HIGHWAY 15, 34 FEET W OF
 CQ2718'CENTER LINE OF DIM WOODS ROAD, 22 FEET W OF 16-INCH PIN OAK
 CQ2718'TREE, 23 FEET E OF 10-INCH WHITE OAK TREE.
 CQ2718'
 CQ2718'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 CQ2718'SET IN CONCRETE.
 CQ2718'
 CQ2718'REFERENCE MARK NO. 1 IS IN WOODS 317 FEET SW OF STATION, AND
 CQ2718'REFERENCE MARK NO. 2 IS IN WOODS 130.8 FEET NE OF STATION.
 CQ2718
 CQ2718                          STATION RECOVERY (1939)
 CQ2718
 CQ2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 CQ2718'STATION IS ABOUT 8 MILES SE OF MONROE AND ABOUT 233 FEET SW
 CQ2718'OF STATE ROUTE 15.  THE MARKS WERE RECOVERED IN GOOD CONDITION.
 CQ2718'THE OLD LOG LOADER AND THE CRYSTAL GASOLINE SIGN MENTIONED
 CQ2718'IN THE ORIGINAL DESCRIPTION ARE GONE.  A DIM LOGGING ROAD
 CQ2718'LEADING S PASSED A FEW FEET E OF THE STATION, A 16-INCH PIN
 CQ2718'OAK TREE IS 22 FEET E, A 12-INCH WHITE OAK TREE IS 23 FEET W.
 CQ2718'
 CQ2718'REFERENCE MARK NO. 1 IS 130.87 FEET N OF THE STATION AND IS
 CQ2718'STAMPED SWAMP NO. 1 1931.
 CQ2718'
 CQ2718'REFERENCE MARK NO. 2 IS 317.89 FEET SW OF THE STATION AND
 CQ2718'IS STAMPED SWAMP NO. 2 1931.
 CQ2718'
 CQ2718'TO REACH THE STATION FROM THE POST OFFICE IN MONROE GO SE
 CQ2718'ON STATE HIGHWAY 15 FOR 7.2 MILES TO THE START OF A GRADUAL
 CQ2718'CURVE LEFT, CONTINUE FOR 0.9 MILE TO THE STATION IN THE WOODS
 CQ2718'ON THE RIGHT.
 CQ2718'
 CQ2718'THE STATION WAS USED AS A CHECK IN 1939 AND NOT OCCUPIED,
 CQ2718'ALL DISTANCES GIVEN WERE MEASURED IN 1939 BUT NO DIRECTIONS
 CQ2718'WERE TAKEN.
 CQ2718'
 CQ2718'A 116-FOOT LIGHT STAND WAS BUILT OVER THE STATION.
 CQ2718
 CQ2718                          STATION RECOVERY (1941)
 CQ2718
 CQ2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ2718'STATION RECOVERED AS DESCRIBED WITH ALL MARKS IN FAIR CONDITION.
 CQ2718'AN AZIMUTH MARK WAS ESTABLISHED AT THE STATION AT THIS TIME.
 CQ2718'COMPLETE DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 8 MILES
 CQ2718'SE OF MONROE, 233 FEET SW OF STATE HIGHWAY 15, ABOUT 10 FEET
 CQ2718'E OF A DIM LOGGING ROAD LEADING S INTO THE SWAMP.  STATION
 CQ2718'MARK IS 22 FEET W OF A 16-INCH PIN OAK TREE, AND 23 FEET E
 CQ2718'OF A 12-INCH WHITE OAK TREE.  IT IS STAMPED SWAMP 1931 AND
 CQ2718'PROJECTS ABOUT 6 INCHES.
 CQ2718'
 CQ2718'REFERENCE MARK NO. 1 IS N OF THE STATION, 164 FEET SW OF THE
 CQ2718'HIGHWAY.  IT IS STAMPED SWAMP NO. 1 1931 AND PROJECTS ABOUT
 CQ2718'6 INCHES.
 CQ2718'
 CQ2718'REFERENCE MARK NO. 2 IS SW OF THE STATION, 23 FEET W OF THE
 CQ2718'DIM LOGGING ROAD.  IT IS STAMPED SWAMP NO. 2 1931, AND PROJECTS
 CQ2718'ABOUT 6 INCHES.
 CQ2718'
 CQ2718'THE AZIMUTH MARK IS ABOUT 0.35 MILE NNW OF THE STATION, 52
 CQ2718'FEET NE OF THE CENTER LINE OF THE HIGHWAY AND 4-1/2 FEET SE OF
 CQ2718'REFERENCE POST.  IT IS STAMPED SWAMP 1941 AND PROJECTS ABOUT
 CQ2718'4 INCHES.
 CQ2718'
 CQ2718'TO REACH STATION FROM THE POST OFFICE IN MONROE GO SE ON
 CQ2718'STATE HIGHWAY 15 FOR 7.75 MILES TO THE AZIMUTH MARK ON THE
 CQ2718'N SIDE OF THE HIGHWAY.  CONTINUE 0.35 MILE TO THE STATION
 CQ2718'ON THE SW SIDE OF THE HIGHWAY JUST E OF THE DIM LOGGING ROAD.
 CQ2718'
 CQ2718'OBSERVATIONS TAKEN FROM A 116-FOOT TOWER.
 CQ2718'
 CQ2718'A 103-FOOT SIGNAL AT CREW IS VISIBLE AT 90 FEET.
 CQ2718'
 CQ2718'A 116-FOOT SIGNAL AT RHYMES IS VISIBLE AT 100 FEET.
 CQ2718'
 CQ2718'A 116-FOOT SIGNAL AT BUCHNER IS VISIBLE AT 90 FEET.
 CQ2718'
 CQ2718'A 116-FOOT SIGNAL AT FONDALE IS VISIBLE AT 100 FEET.
 CQ2718
 CQ2718                          STATION RECOVERY (1966)
 CQ2718
 CQ2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 CQ2718'THE STATION MARK, STAMPED SWAMP 1931, IS ABOUT 2.0 MILES EAST ALONG
 CQ2718'THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT MONROE, THENCE
 CQ2718'2.15 MILES SOUTH ALONG NUTLAND ROAD, THENCE 4.65 MILES SOUTHEAST
 CQ2718'ALONG STATE HIGHWAY 15, IN SECTION 35, T 17 N, R 4 E, ABOUT 0.15
 CQ2718'MILE SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH
 CQ2718'FROM A SMALL STORE AND BAR, 236 FEET SOUTHWEST OF THE CENTER LINE
 CQ2718'OF THE HIGHWAY, 130.8 FEET SOUTH OF SWAMP R.M. 1, 71 FEET
 CQ2718'SOUTHWEST OF THE NORTHEAST EDGE OF THE BRUSH AND TIMBERLINE, 0.8
 CQ2718'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 CQ2718'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ2718'PROJECTING 3 INCHES.
 CQ2718'
 CQ2718'R.M. 1, STAMPED SWAMP NO 1 1931, IS 130.9 FEET NORTH OF THE STATION
 CQ2718'MARK, 176 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 CQ2718'SOUTHWEST OF THE NORTHEAST EDGE OF THE BRUSH AND TIMBERLINE, 1.8
 CQ2718'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CQ2718'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CQ2718'
 CQ2718'R.M. 2, STAMPED SWAMP NO 2 1931, IS 318.0 FEET SOUTHWEST OF THE
 CQ2718'STATION MARK, 554 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CQ2718'20 FEET WEST OF A 24-INCH OAK TREE, 1.1 FEET NORTHWEST OF A METAL
 CQ2718'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 CQ2718'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CQ2718'
 CQ2718'THE AZIMUTH MARK, STAMPED SWAMP 1941, IS ABOUT 0.35 MILE NORTHWEST
 CQ2718'ALONG STATE HIGHWAY 15 FROM THE STATION MARK, IN SECTION 35, T 17 N,
 CQ2718'R 4 E, ABOUT MIDWAY BETWEEN 2 HOUSES AND ON THE INSIDE OF A CURVE,
 CQ2718'52 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET
 CQ2718'SOUTHEAST OF A 14-INCH HACKBERRY TREE, 0.9 FOOT SOUTHEAST OF A METAL
 CQ2718'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 CQ2718'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CQ2718
 CQ2718                          STATION RECOVERY (1971)
 CQ2718
 CQ2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2718'NO MEASUREMENT BETWEEN RMS DUE TO TREES AND SWAMP.
 CQ2718'
 CQ2718'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CQ2718'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1941
 CQ2718'DESCRIPTION BY H.J.H.  A CHECK FOR DISTANCE AND DIRECTION TO THE
 CQ2718'REFERENCE MARKS WAS MADE AND FOUND TO BE CORRECT.  A DIFFERENCE
 CQ2718'IN DIRECTION TO THE AZIMUTH MARK WAS FOUND.  IT APPEARS THAT THE
 CQ2718'MONUMENT HAS BEEN HIT WITH HEAVY ROAD EQUIPMENT.  THE MONUMENT
 CQ2718'IS FIRM IN THE GROUND AND THE DISK WELL INTACT, THE MARK WAS
 CQ2718'LEFT AS IS.
 CQ2718'
 CQ2718'THE LOCATION OF THE STATION IS ADEQUATE.  A NEW ROUTE TO THE
 CQ2718'STATION FOLLOWS.  TO REACH THE STATION FROM THE JUNCTION OF
 CQ2718'U.S. HIGHWAY 165 BYPASS AND STATE HIGHWAY 15, GO SOUTHEAST ON
 CQ2718'STATE HIGHWAY 15 FOR 5.35 MILES TO THE AZIMUTH MARK ON THE LEFT,
 CQ2718'NORTH SIDE OF HIGHWAY.  CONTINUE SOUTHEAST ON STATE HIGHWAY 15
 CQ2718'FOR 0.35 MILE TO THE STATION ON THE RIGHT, SOUTH SIDE OF
 CQ2718'HIGHWAY.
 CQ2718'
 CQ2718'HEIGHT OF LIGHT ABOVE STATION MARK 126 FEET.
 CQ2718'
 CQ2718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2718'5 MILES SOUTHEAST OF MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3321 ***********************************************************************
 AU3321  DESIGNATION -  SWAMP
 AU3321  PID         -  AU3321
 AU3321  STATE/COUNTY-  LA/JEFFERSON
 AU3321  USGS QUAD   -  LULING (1992)
 AU3321
 AU3321                         *CURRENT SURVEY CONTROL
 AU3321  ___________________________________________________________________
 AU3321* NAD 83(1992)-  29 56 28.23711(N)    090 15 51.92640(W)     ADJUSTED  
 AU3321* NAVD 88     -         2.5  **(meters)       8.   **(feet)  VERTCON   
 AU3321  **This station is located in a subsidence area (see below).
 AU3321  ___________________________________________________________________
 AU3321  X           -     -25,528.136 (meters)                     COMP
 AU3321  Y           -  -5,531,434.689 (meters)                     COMP
 AU3321  Z           -   3,164,713.228 (meters)                     COMP
 AU3321  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU3321  ELLIP HEIGHT-         -23.62  (meters)          (09/30/02) GPS OBS
 AU3321  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AU3321
 AU3321  HORZ ORDER  -  FIRST
 AU3321  ELLP ORDER  -  FOURTH    CLASS II
 AU3321
 AU3321.The horizontal coordinates were established by GPS observations
 AU3321.and adjusted by the National Geodetic Survey in January 1993..
 AU3321
 AU3321 ** The orthometric height has not been validated since last determined
 AU3321 ** by differential leveling and should not be used for control purposes.
 AU3321 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3321 ** area with valid NAVD 88 orthometric heights.
 AU3321 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3321 ** epoch indicated which incorporates improved geoid heights for the
 AU3321 ** Southern Louisiana Subsidence area.
 AU3321 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3321
 AU3321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3321
 AU3321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3321
 AU3321.The ellipsoidal height was determined by GPS observations
 AU3321.and is referenced to NAD 83.
 AU3321
 AU3321.The geoid height was determined by GEOID03.
 AU3321
 AU3321;                    North         East     Units Scale Factor Converg.
 AU3321;SPC LA S     -   160,227.527 1,103,186.752   MT  0.99992628   +0 32 04.1
 AU3321;SPC LA S     -   525,679.81  3,619,371.87   sFT  0.99992628   +0 32 04.1
 AU3321;UTM  15      - 3,315,414.928   764,046.140   MT  1.00046029   +1 21 58.1
 AU3321
 AU3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3321!SPC LA S     -   1.00000371  x   0.99992628  =   0.99992999
 AU3321!UTM  15      -   1.00000371  x   1.00046029  =   1.00046400
 AU3321
 AU3321                          SUPERSEDED SURVEY CONTROL
 AU3321
 AU3321  ELLIP H (01/21/93)  -23.60   (m)                       GP(       ) 4 2
 AU3321  NAD 83(1986)-  29 56 28.25399(N)    090 15 51.92531(W) AD(       ) 1
 AU3321  NAD 27      -  29 56 27.51797(N)    090 15 51.64686(W) AD(       ) 1
 AU3321  NGVD 29 (05/20/88)    2.6    (m)            9.     (f) GPS OBS        
 AU3321
 AU3321.Superseded values are not recommended for survey control.
 AU3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3321.See file dsdata.txt to determine how the superseded data were derived.
 AU3321
 AU3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6404615415(NAD 83)
 AU3321_MARKER: DS = TRIANGULATION STATION DISK
 AU3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3321_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3321+STABILITY: SURFACE MOTION
 AU3321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3321+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3321
 AU3321  HISTORY     - Date     Condition        Report By
 AU3321  HISTORY     - 1987     MONUMENTED       LADTD
 AU3321
 AU3321                          STATION DESCRIPTION
 AU3321
 AU3321'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3321'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI)
 AU3321'EAST OF THE JEFFERSON-ST CHARLES PARISH LINE,
 AU3321'3 KM (1.9 MI) NORTH OF U.S. HIGHWAY 90, AND
 AU3321'1.9 KM (1.2 MI) SOUTH OF KENNER.
 AU3321'OWNERSHIP--JEFFERSON PARISH PRESIDENTS OFFICE, C/O ROSS W KETCHUM,
 AU3321'DIRECTOR, 3300 NORTH CAUSEWAY BOULEVARD, METARIE, LA.  PHONE
 AU3321'504-834-7810.
 AU3321'
 AU3321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU3321'AVONDALE GARDEN ROAD IN AVONDALE, GO WEST FOR
 AU3321'5.31 KM (3.3 MI) ON HIGHWAY 90 TO A LEVEE ON THE LEFT,
 AU3321'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.12 KM (0.1 MI) ON HIGHWAY
 AU3321'90 TO A SHELL ROAD ON THE RIGHT.
 AU3321'TURN RIGHT AND GO NORTH FOR 3.77 KM (2.35 MI) ON THE SOUTH KENNER
 AU3321'AVENUE TO THE STATION ON THE LEFT JUST AFTER CROSSING THE RAILROAD
 AU3321'TRACKS.
 AU3321'
 AU3321'THE STATION IS A STANDARD NGS DISK
 AU3321'STAMPED---SWAMP JPW 1987---,
 AU3321'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3321'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 AU3321'20.3 METERS (66.6 FT) SOUTHWEST FROM THE SOUTHWEST RAIL OF THE
 AU3321'RAILROAD,
 AU3321'17.1 METERS (56.1 FT) NORTH FROM A RAILROAD CROSSING GATE POLE,
 AU3321'8.6 METERS (28.2 FT) NORTHEAST FROM THE NORTHEAST RAIL OF THE TRACK,
 AU3321'4.2 METERS (13.8 FT) NORTHWEST FROM THE CENTER OF THE ROAD, AND
 AU3321'1.5 METERS (4.9 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AU3321'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3321'STAMPED---SWAMP JPW 1987---,
 AU3321'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2600 ***********************************************************************
 CQ2600  DESIGNATION -  SWAMP AZ MK
 CQ2600  PID         -  CQ2600
 CQ2600  STATE/COUNTY-  LA/OUACHITA
 CQ2600  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2600
 CQ2600                         *CURRENT SURVEY CONTROL
 CQ2600  ___________________________________________________________________
 CQ2600* NAD 83(1986)-  32 25 09.     (N)    092 01 54.     (W)     SCALED    
 CQ2600* NAVD 88     -        19.177  (meters)      62.92   (feet)  ADJUSTED  
 CQ2600  ___________________________________________________________________
 CQ2600  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ2600  DYNAMIC HT  -          19.156 (meters)      62.85  (feet)  COMP
 CQ2600  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CQ2600
 CQ2600  VERT ORDER  -  SECOND    CLASS I
 CQ2600
 CQ2600.The horizontal coordinates were scaled from a topographic map and have
 CQ2600.an estimated accuracy of +/- 6 seconds.
 CQ2600
 CQ2600.The orthometric height was determined by differential leveling
 CQ2600.and adjusted by the National Geodetic Survey in May 1997..
 CQ2600
 CQ2600.The geoid height was determined by GEOID03.
 CQ2600
 CQ2600.The dynamic height is computed by dividing the NAVD 88
 CQ2600.geopotential number by the normal gravity value computed on the
 CQ2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2600.degrees latitude (g = 980.6199 gals.).
 CQ2600
 CQ2600.The modeled gravity was interpolated from observed gravity values.
 CQ2600
 CQ2600;                    North         East    Units  Estimated Accuracy
 CQ2600;SPC LA N     -   212,890.    1,044,050.      MT  (+/- 180 meters Scaled)
 CQ2600
 CQ2600                          SUPERSEDED SURVEY CONTROL
 CQ2600
 CQ2600.No superseded survey control is available for this station.
 CQ2600
 CQ2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR910873(NAD 83)
 CQ2600_MARKER: DZ = AZIMUTH MARK DISK
 CQ2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2600_SP_SET: CONCRETE POST
 CQ2600_STAMPING: SWAMP 1941
 CQ2600_MARK LOGO: CGS   
 CQ2600_PROJECTION: PROJECTING 3 CENTIMETERS
 CQ2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2600+STABILITY: SURFACE MOTION
 CQ2600
 CQ2600  HISTORY     - Date     Condition        Report By
 CQ2600  HISTORY     - 1941     MONUMENTED       CGS
 CQ2600  HISTORY     - 1983     GOOD             LADTD
 CQ2600  HISTORY     - 1990     GOOD             USPSQD
 CQ2600  HISTORY     - 19910423 GOOD             USPSQD
 CQ2600
 CQ2600                          STATION DESCRIPTION
 CQ2600
 CQ2600'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2600'13.6 KM (8.45 MI) SE FROM MONROE.
 CQ2600'ABOUT 3.2 KM (2 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CQ2600'THE STATION AT MONROE, THENCE 3.5 KM (2.15 MILES) SOUTH ALONG NUTLAND
 CQ2600'ROAD, THENCE 6.9 KM (4.3 MILES) SOUTHEAST ALONG STATE HIGHWAY 15 TO
 CQ2600'THE STATION MARK ON THE LEFT IN SECTION 35,T 17 N, R 4 E, 15.8 METERS
 CQ2600'(52 FEET) NORTHEAST OF THE CENTER OF THE HIGHWAY, 6.7 METERS (22 FEET)
 CQ2600'SOUTHEAST OF A 14-INCH PIN OAK TREE, 5.8 METERS (19 FEET) NORTHWEST OF
 CQ2600'A 12-INCH PIN OAK TREE.
 CQ2600'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 CQ2600'THE MARK IS 0.30 M BELOW HIGHWAY 15.
 CQ2600
 CQ2600                          STATION RECOVERY (1990)
 CQ2600
 CQ2600'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEJ)
 CQ2600'RECOVERED IN GOOD CONDITION.
 CQ2600
 CQ2600                          STATION RECOVERY (1991)
 CQ2600
 CQ2600'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3322 ***********************************************************************
 AU3322  DESIGNATION -  SWAMP AZ MK
 AU3322  PID         -  AU3322
 AU3322  STATE/COUNTY-  LA/JEFFERSON
 AU3322  USGS QUAD   -  LULING (1992)
 AU3322
 AU3322                         *CURRENT SURVEY CONTROL
 AU3322  ___________________________________________________________________
 AU3322* NAD 83(1992)-  29 56 49.31196(N)    090 15 40.04588(W)     ADJUSTED  
 AU3322* NAVD 88     -         0.9  **(meters)       3.   **(feet)  VERTCON   
 AU3322  **This station is located in a subsidence area (see below).
 AU3322  ___________________________________________________________________
 AU3322  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AU3322  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AU3322
 AU3322  HORZ ORDER  -  SECOND
 AU3322
 AU3322.The horizontal coordinates were established by classical geodetic methods
 AU3322.and adjusted by the National Geodetic Survey in January 1993..
 AU3322.No horizontal observational check was made to the station.
 AU3322
 AU3322 ** The orthometric height has not been validated since last determined
 AU3322 ** by differential leveling and should not be used for control purposes.
 AU3322 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3322 ** area with valid NAVD 88 orthometric heights.
 AU3322 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3322 ** epoch indicated which incorporates improved geoid heights for the
 AU3322 ** Southern Louisiana Subsidence area.
 AU3322 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3322
 AU3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3322
 AU3322.The geoid height was determined by GEOID03.
 AU3322
 AU3322;                    North         East     Units Scale Factor Converg.
 AU3322;SPC LA S     -   160,879.366 1,103,499.250   MT  0.99992618   +0 32 10.0
 AU3322;SPC LA S     -   527,818.39  3,620,397.12   sFT  0.99992618   +0 32 10.0
 AU3322;UTM  15      - 3,316,071.586   764,349.304   MT  1.00046226   +1 22 04.9
 AU3322
 AU3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3322!SPC LA S     -   1.00000395  x   0.99992618  =   0.99993013
 AU3322!UTM  15      -   1.00000395  x   1.00046226  =   1.00046621
 AU3322
 AU3322                          SUPERSEDED SURVEY CONTROL
 AU3322
 AU3322  NAD 83(1986)-  29 56 49.32882(N)    090 15 40.04476(W) AD(       ) 2
 AU3322  NAD 27      -  29 56 48.59347(N)    090 15 39.76662(W) AD(       ) 2
 AU3322  NGVD 29 (05/20/88)    1.0    (m)            3.     (f) VERT ANG       
 AU3322
 AU3322.Superseded values are not recommended for survey control.
 AU3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3322.See file dsdata.txt to determine how the superseded data were derived.
 AU3322
 AU3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6434916072(NAD 83)
 AU3322_MARKER: DZ = AZIMUTH MARK DISK
 AU3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3322_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3322+STABILITY: SURFACE MOTION
 AU3322
 AU3322  HISTORY     - Date     Condition        Report By
 AU3322  HISTORY     - 1987     MONUMENTED       LADTD
 AU3322
 AU3322                          STATION DESCRIPTION
 AU3322
 AU3322'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3322'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI)
 AU3322'EAST OF THE JEFFERSON-ST CHARLES PARISH LINE,
 AU3322'3 KM (1.9 MI) NORTH OF U.S. HIGHWAY 90,AND
 AU3322'1.9 KM (1.2 MI) SOUTH OF SOUTH KENNER.
 AU3322'OWNERSHIP--JEFFERSON PARISH PRESIDENTS OFFICE, C/O ROSS W. KETCHUM,
 AU3322'DIRECTOR, 3300 NORTH CAUSEWAY BOULEVARD, METARIE, LA. PHONE
 AU3322'504-834-7810.
 AU3322'
 AU3322'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU3322'AVONDALE GARDEN ROAD, IN AVONDALE, GO WEST FOR
 AU3322'5.31 KM (3.3 MI) ON HIGHWAY 90 TO A LEVEE ON THE LEFT,
 AU3322'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.12 KM (0.1 MI) ON HIGHWAY
 AU3322'90 TO A SHELL ROAD RIGHT.
 AU3322'TURN RIGHT AND GO NORTH FOR 3.77 KM (2.35 MI) ON SOUTH KENNER
 AU3322'AVENUE TO THE STATION ON THE LEFT JUST AFTER CROSSING A RAILROAD
 AU3322'TRACK,
 AU3322'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.72 KM (0.45 MI) ON SOUTH
 AU3322'KENNER AVENUE TO THE MARK ON THE LEFT NEAR A UTILITY POLE.
 AU3322'
 AU3322'THE STATION IS A STANDARD NGS DISK
 AU3322'STAMPED---SWAMP JPW 1987---,
 AU3322'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3322'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3322'7 METERS (22.9 FT) NORTHWEST FROM THE CENTER OF THE ROAD,
 AU3322'4.1 METERS (13.5 FT) EAST-NORTHEAST FROM A HIGH STUMP NEAR A DITCH,
 AU3322'0.7 METERS (2.3 FT) EAST FROM A UTILITY POLE, AND
 AU3322'0.6 METERS (2 FT) EAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0715 ***********************************************************************
 CP0715  DESIGNATION -  SWAMP BOLT
 CP0715  PID         -  CP0715
 CP0715  STATE/COUNTY-  LA/MADISON
 CP0715  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0715
 CP0715                         *CURRENT SURVEY CONTROL
 CP0715  ___________________________________________________________________
 CP0715* NAD 83(1986)-  32 16 21.     (N)    090 59 22.     (W)     SCALED    
 CP0715* NAVD 88     -        23.29   (+/-2cm)      76.4    (feet)  VERTCON   
 CP0715  ___________________________________________________________________
 CP0715  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP0715
 CP0715  VERT ORDER  -  ? (See Below)
 CP0715
 CP0715.The horizontal coordinates were scaled from a topographic map and have
 CP0715.an estimated accuracy of +/- 6 seconds.
 CP0715
 CP0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0715.The vertical order pertains to the NGVD 29 superseded value.
 CP0715
 CP0715.The geoid height was determined by GEOID03.
 CP0715
 CP0715;                    North         East    Units  Estimated Accuracy
 CP0715;SPC LA N     -   197,520.    1,142,300.      MT  (+/- 180 meters Scaled)
 CP0715
 CP0715                          SUPERSEDED SURVEY CONTROL
 CP0715
 CP0715  NGVD 29 (??/??/92)   23.314  (m)           76.49   (f) ADJ UNCH    ?  
 CP0715
 CP0715.Superseded values are not recommended for survey control.
 CP0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0715.See file dsdata.txt to determine how the superseded data were derived.
 CP0715
 CP0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR893724(NAD 83)
 CP0715_MARKER: B = BOLT
 CP0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0715_SP_SET: TILE
 CP0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0715
 CP0715  HISTORY     - Date     Condition        Report By
 CP0715  HISTORY     - UNK      MONUMENTED       DOD
 CP0715  HISTORY     - 1934     GOOD             DOD
 CP0715  HISTORY     - 1961     MARK NOT FOUND   USGS
 CP0715
 CP0715                          STATION DESCRIPTION
 CP0715
 CP0715'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0715'5.8 MI SW FROM DELTA POINT.
 CP0715'ABOUT 5.8 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0715'DELTA), MADISON PARISH, BACK OF THE REID BEDFORD REVETMENT, ABOUT
 CP0715'1,200 FEET EAST OF THE NEW LEVEE, ABOUT 750 FEET NORTHWEST OF THE
 CP0715'LOWER END OF THE REVETMENT, ABOUT 700 FEET FROM THE TOP BANK OF THE
 CP0715'MISSISSIPPI RIVER, ABOUT 250 FEET WEST OF AN OLD LEVEE, ABOUT 100 FEET
 CP0715'NORTH OF A BORROW PIT, AND IN THE WOODS AT THE EDGE OF A SWAMP. A
 CP0715'COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND,
 CP0715'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CP0715'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP0715
 CP0715                          STATION RECOVERY (1961)
 CP0715
 CP0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CP0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP0714 ***********************************************************************
 CP0714  DESIGNATION -  SWAMP CAP
 CP0714  PID         -  CP0714
 CP0714  STATE/COUNTY-  LA/MADISON
 CP0714  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0714
 CP0714                         *CURRENT SURVEY CONTROL
 CP0714  ___________________________________________________________________
 CP0714* NAD 83(1986)-  32 16 21.     (N)    090 59 22.     (W)     SCALED    
 CP0714* NAVD 88     -        24.50   (+/-2cm)      80.4    (feet)  VERTCON   
 CP0714  ___________________________________________________________________
 CP0714  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP0714
 CP0714  VERT ORDER  -  ? (See Below)
 CP0714
 CP0714.The horizontal coordinates were scaled from a topographic map and have
 CP0714.an estimated accuracy of +/- 6 seconds.
 CP0714
 CP0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0714.The vertical order pertains to the NGVD 29 superseded value.
 CP0714
 CP0714.The geoid height was determined by GEOID03.
 CP0714
 CP0714;                    North         East    Units  Estimated Accuracy
 CP0714;SPC LA N     -   197,520.    1,142,300.      MT  (+/- 180 meters Scaled)
 CP0714
 CP0714                          SUPERSEDED SURVEY CONTROL
 CP0714
 CP0714  NGVD 29 (??/??/92)   24.529  (m)           80.48   (f) ADJ UNCH    ?  
 CP0714
 CP0714.Superseded values are not recommended for survey control.
 CP0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0714.See file dsdata.txt to determine how the superseded data were derived.
 CP0714
 CP0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR893724(NAD 83)
 CP0714_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0714_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0714
 CP0714  HISTORY     - Date     Condition        Report By
 CP0714  HISTORY     - UNK      MONUMENTED       DOD
 CP0714  HISTORY     - 1934     GOOD             DOD
 CP0714  HISTORY     - 1961     MARK NOT FOUND   USGS
 CP0714
 CP0714                          STATION DESCRIPTION
 CP0714
 CP0714'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP0714'5.8 MI SW FROM DELTA POINT.
 CP0714'ABOUT 5.8 MILES SOUTHWEST ALONG THE LEVEE FROM DELTA POINT (P.O.
 CP0714'DELTA), MADISON PARISH, BACK OF THE REID BEDFORD REVETMENT, ABOUT
 CP0714'1,200 FEET EAST OF THE NEW LEVEE, ABOUT 750 FEET NORTHWEST OF THE
 CP0714'LOWER END OF THE REVETMENT, ABOUT 700 FEET FROM THE TOP BANK OF THE
 CP0714'MISSISSIPPI RIVER, ABOUT 250 FEET WEST OF AN OLD LEVEE, ABOUT 100 FEET
 CP0714'NORTH OF A BORROW PIT, AND IN THE WOODS AT THE EDGE OF A SWAMP. AN
 CP0714'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CP0714
 CP0714                          STATION RECOVERY (1961)
 CP0714
 CP0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CP0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0797 ***********************************************************************
 AV0797  DESIGNATION -  SWEET
 AV0797  PID         -  AV0797
 AV0797  STATE/COUNTY-  LA/CAMERON
 AV0797  USGS QUAD   -  SWEET LAKE (1982)
 AV0797
 AV0797                         *CURRENT SURVEY CONTROL
 AV0797  ___________________________________________________________________
 AV0797* NAD 83(1992)-  29 56 02.85480(N)    093 08 57.66881(W)     ADJUSTED  
 AV0797* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0797  **This station is located in a subsidence area (see below).
 AV0797  ___________________________________________________________________
 AV0797  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AV0797  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AV0797
 AV0797  HORZ ORDER  -  SECOND
 AV0797
 AV0797.The horizontal coordinates were established by classical geodetic methods
 AV0797.and adjusted by the National Geodetic Survey in January 1993..
 AV0797
 AV0797 ** The orthometric height has not been validated since last determined
 AV0797 ** by differential leveling and should not be used for control purposes.
 AV0797 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0797 ** area with valid NAVD 88 orthometric heights.
 AV0797 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0797 ** epoch indicated which incorporates improved geoid heights for the
 AV0797 ** Southern Louisiana Subsidence area.
 AV0797 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0797.The orthometric height was scaled from a topographic map.
 AV0797
 AV0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0797
 AV0797.The geoid height was determined by GEOID03.
 AV0797
 AV0797;                    North         East     Units Scale Factor Converg.
 AV0797;SPC LA S     -   160,353.982   824,683.703   MT  0.99992642   -0 54 28.9
 AV0797;SPC LA S     -   526,094.69  2,705,649.78   sFT  0.99992642   -0 54 28.9
 AV0797;UTM  15      - 3,311,495.428   485,585.790   MT  0.99960256   -0 04 28.3
 AV0797
 AV0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0797!SPC LA S     -   1.00000423  x   0.99992642  =   0.99993065
 AV0797!UTM  15      -   1.00000423  x   0.99960256  =   0.99960679
 AV0797
 AV0797:                Primary Azimuth Mark                     Grid Az
 AV0797:SPC LA S     -  SOUTH WINDMILL                           002 38 58.7
 AV0797:UTM  15      -  SOUTH WINDMILL                           001 48 58.1
 AV0797
 AV0797|---------------------------------------------------------------------|
 AV0797| PID    Reference Object                     Distance      Geod. Az  |
 AV0797|                                                           dddmmss.s |
 AV0797| AV0800 SOUTH WINDMILL                      APPROX. 6.9 KM 0014429.8 |
 AV0797| AV0802 TALLER WESTERN OF TWO STACKS        APPROX. 6.0 KM 0180530.2 |
 AV0797| AV0801 SHORTER EASTERN OF TWO STACKS       APPROX. 6.0 KM 0180656.0 |
 AV0797| AV0794 BLACK TOP SILVER STACK              APPROX. 5.8 KM 0185237.4 |
 AV0797| AV0799 SWEET LAKE SMALL STEEL TANK         APPROX. 5.8 KM 0190157.9 |
 AV0797| AV0795 NORTH SWEET LAKE AIR SEPARATOR      APPROX. 1.3 KM 0501611.2 |
 AV0797| AV0796 SWEET LAKE N TWIN STEEL STACK       APPROX. 1.3 KM 0505405.3 |
 AV0797| AV0773 GUN                                                09204     |
 AV0797| CV9471 SWEET RM 1                           70.907 METERS 09331     |
 AV0797| AV0427 TIP 1933 USGS                                      13738     |
 AV0797| CV9472 SWEET RM 2                           30.256 METERS 16654     |
 AV0797| AV0781 PRONG USGS 1933                                    18843     |
 AV0797| AV0798 PECONI                                             26428     |
 AV0797| AV0807 EAST                                               30415     |
 AV0797| AV0792 WILLOW                              APPROX. 6.2 KM 3143918.2 |
 AV0797| BK3104 NORTH WINDMILL                      APPROX. 8.0 KM 3595845.8 |
 AV0797|---------------------------------------------------------------------|
 AV0797
 AV0797                          SUPERSEDED SURVEY CONTROL
 AV0797
 AV0797  NAD 83(1986)-  29 56 02.87981(N)    093 08 57.65536(W) AD(       ) 2
 AV0797  NAD 27      -  29 56 02.10300(N)    093 08 57.08200(W) AD(       ) 2
 AV0797
 AV0797.Superseded values are not recommended for survey control.
 AV0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0797.See file dsdata.txt to determine how the superseded data were derived.
 AV0797
 AV0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8558611495(NAD 83)
 AV0797_MARKER: DD = SURVEY DISK
 AV0797_SETTING: 0 = UNSPECIFIED SETTING
 AV0797
 AV0797  HISTORY     - Date     Condition        Report By
 AV0797  HISTORY     - 1934     MONUMENTED       USGS
 AV0797  HISTORY     - 1947     GOOD             CGS
 AV0797  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0797
 AV0797                          STATION DESCRIPTION
 AV0797
 AV0797'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (JCB)
 AV0797'STATION IS ON THE S BANK OF THE INTRACOASTAL CANAL NEAR
 AV0797'SWEET LAKE, AND OPPOSITE A SMALL CANAL WHICH JOINS SWEET LAKE
 AV0797'TO THE INTRACOASTAL CANAL.  IT IS ABOUT 1/2 MILE E OF THE
 AV0797'BEND THAT THE CANAL MAKES IN PASSING W AND S OF SWEET LAKE,
 AV0797'AND ABOUT 50 METERS N OF BLIND LAKE (A SMALL LAKE S OF THE
 AV0797'INTRACOASTAL CANAL), ON A SPOIL BANK, 18 METERS S OF THE
 AV0797'S BANK OF THE INTRACOASTAL CANAL.
 AV0797'
 AV0797'STATION MARK IS A STANDARD U.S.G.S. BRONZE DISK SET IN A
 AV0797'CONCRETE POST 10 INCHES SQUARE, STAMPED SWEET - 1933, PROTRUDING
 AV0797'10 INCHES ABOVE THE GROUND.
 AV0797'
 AV0797'REFERENCE MARK NO. 1 IS A STANDARD USGS REFERENCE TABLET SET
 AV0797'IN A CONCRETE POST 10 INCHES SQUARE.
 AV0797'
 AV0797'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE
 AV0797'DISK SET IN AN 8 1/2-INCH SQUARE MONUMENT, STAMPED NO. 2, 1934.
 AV0797'
 AV0797'STATION IS REACHED BY BOAT FROM INTRACOASTAL CANAL.
 AV0797'
 AV0797'HEIGHT OF SIGNAL ABOVE STATION MARK - 9 METERS.
 AV0797
 AV0797                          STATION RECOVERY (1947)
 AV0797
 AV0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0797'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH ONE EXCEPTION.
 AV0797'STATION MARK IS 13.0 METERS S OF S BANK, RATHER THAN 18 METERS.
 AV0797'STATION MARK, REFERENCE MARKS 1 AND 2, RECOVERED IN GOOD CONDITION.
 AV0797
 AV0797                          STATION RECOVERY (1966)
 AV0797
 AV0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0797'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 AV0797'MARKS WERE NOT FOUND AFTER AN EXTENSIVE SEARCH.  IT IS BELIEVED
 AV0797'THAT THE STATION MARK HAS BEEN DESTROYED BY THE EROSION FROM
 AV0797'THE WASH OF THE SHIPS IN THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3271 ***********************************************************************
 AU3271  DESIGNATION -  SWEET BAY CORE
 AU3271  PID         -  AU3271
 AU3271  STATE/COUNTY-  LA/TERREBONNE
 AU3271  USGS QUAD   -  MORGAN CITY SW (1994)
 AU3271
 AU3271                         *CURRENT SURVEY CONTROL
 AU3271  ___________________________________________________________________
 AU3271* NAD 83(1992)-  29 33 08.30584(N)    091 14 42.30359(W)     ADJUSTED  
 AU3271* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AU3271  **This station is located in a subsidence area (see below).
 AU3271  ___________________________________________________________________
 AU3271  X           -    -120,659.147 (meters)                     COMP
 AU3271  Y           -  -5,551,569.030 (meters)                     COMP
 AU3271  Z           -   3,127,287.546 (meters)                     COMP
 AU3271  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU3271  ELLIP HEIGHT-         -24.68  (meters)          (07/18/02) GPS OBS
 AU3271  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AU3271
 AU3271  HORZ ORDER  -  FIRST
 AU3271  ELLP ORDER  -  FOURTH    CLASS II
 AU3271
 AU3271.The horizontal coordinates were established by GPS observations
 AU3271.and adjusted by the National Geodetic Survey in January 1993..
 AU3271
 AU3271 ** The orthometric height has not been validated since last determined
 AU3271 ** by differential leveling and should not be used for control purposes.
 AU3271 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3271 ** area with valid NAVD 88 orthometric heights.
 AU3271 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3271 ** epoch indicated which incorporates improved geoid heights for the
 AU3271 ** Southern Louisiana Subsidence area.
 AU3271 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3271
 AU3271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3271
 AU3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3271
 AU3271.The ellipsoidal height was determined by GPS observations
 AU3271.and is referenced to NAD 83.
 AU3271
 AU3271.The geoid height was determined by GEOID03.
 AU3271
 AU3271;                    North         East     Units Scale Factor Converg.
 AU3271;SPC LA S     -   116,646.727 1,008,552.401   MT  0.99995618   +0 02 38.9
 AU3271;SPC LA S     -   382,698.47  3,308,892.34   sFT  0.99995618   +0 02 38.9
 AU3271;UTM  15      - 3,270,463.572   670,025.855   MT  0.99995671   +0 51 56.8
 AU3271
 AU3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3271!SPC LA S     -   1.00000388  x   0.99995618  =   0.99996006
 AU3271!UTM  15      -   1.00000388  x   0.99995671  =   0.99996059
 AU3271
 AU3271                          SUPERSEDED SURVEY CONTROL
 AU3271
 AU3271  ELLIP H (01/21/93)  -24.63   (m)                       GP(       ) 4 2
 AU3271  NAD 83(1986)-  29 33 08.32774(N)    091 14 42.30094(W) AD(       ) 1
 AU3271  NGVD 29 (04/21/89)    1.1    (m)            4.     (f) GPS OBS        
 AU3271
 AU3271.Superseded values are not recommended for survey control.
 AU3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3271.See file dsdata.txt to determine how the superseded data were derived.
 AU3271
 AU3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7002670464(NAD 83)
 AU3271_MARKER: T = CHISELED TRIANGLE
 AU3271_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3271_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3271+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3271
 AU3271  HISTORY     - Date     Condition        Report By
 AU3271  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3271
 AU3271                          STATION DESCRIPTION
 AU3271
 AU3271'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3271'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF MORGAN CITY
 AU3271'LOUISIANA AND ABOUT 35 MILES WEST OF HOUMA LOUISIANA ON THE WESTERN
 AU3271'EDGE OF THE ATCHAEALAYA RIVER.
 AU3271'
 AU3271'TO REACH THE STATION FROM A PARISH BOAT LANDING, NEAR BERWICK
 AU3271'LOUISIANA, WHERE THE ATCHAFALAYA RIVER AND THE INTRACOASTAL CANAL MEET
 AU3271'GO SOUTH ON THE ATCHAFALAYA RIVER FOR ABOUT 25 MINUTES TO THE STATION
 AU3271'ON A SMALL ISLAND, JUST OFF THE WEST BANK THE ISLAND IS THE EASTERN
 AU3271'MOST OF 4 OR 5, AND IS BETWEEN BUOY 13A AND 13.
 AU3271'
 AU3271'THE STATION IS A 9/16 INCH DIAMETER STEEL ROD, DRIVEN INTO THE GROUND
 AU3271'WITH A PIECE OF PVC PIPE DRIVEN INTO THE GROUND AROUND IT.  ANOTHER
 AU3271'ROD IS SET ABOUT 4 FEET SOUTHWEST OF THE STATION, AND 8 FEET FROM THE
 AU3271'WATERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3101 ***********************************************************************
 BK3101  DESIGNATION -  SWEET LAKE BELL TEL CO MAST
 BK3101  PID         -  BK3101
 BK3101  STATE/COUNTY-  LA/CAMERON
 BK3101  USGS QUAD   -  LAKE CHARLES SE (1975)
 BK3101
 BK3101                         *CURRENT SURVEY CONTROL
 BK3101  ___________________________________________________________________
 BK3101* NAD 83(1992)-  30 00 30.99431(N)    093 06 46.51434(W)     ADJUSTED  
 BK3101* NAVD 88     -                                                        
 BK3101  **This station is located in a subsidence area (see below).
 BK3101  ___________________________________________________________________
 BK3101  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BK3101  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BK3101
 BK3101  HORZ ORDER  -  THIRD
 BK3101
 BK3101.The horizontal coordinates were established by classical geodetic methods
 BK3101.and adjusted by the National Geodetic Survey in January 1993..
 BK3101
 BK3101 ** The orthometric height has not been validated since last determined
 BK3101 ** by differential leveling and should not be used for control purposes.
 BK3101 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3101 ** area with valid NAVD 88 orthometric heights.
 BK3101 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3101 ** epoch indicated which incorporates improved geoid heights for the
 BK3101 ** Southern Louisiana Subsidence area.
 BK3101 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3101
 BK3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3101
 BK3101.The geoid height was determined by GEOID03.
 BK3101
 BK3101;                    North         East     Units Scale Factor Converg.
 BK3101;SPC LA S     -   168,553.803   828,328.711   MT  0.99992575   -0 53 23.3
 BK3101;SPC LA S     -   552,996.94  2,717,608.45   sFT  0.99992575   -0 53 23.3
 BK3101;UTM  15      - 3,319,744.726   489,110.001   MT  0.99960146   -0 03 23.3
 BK3101
 BK3101                          SUPERSEDED SURVEY CONTROL
 BK3101
 BK3101  NAD 83(1986)-  30 00 31.02133(N)    093 06 46.50315(W) AD(       ) 4
 BK3101  NAD 27      -  30 00 30.25000(N)    093 06 45.96000(W) AD(       ) 3
 BK3101
 BK3101.Superseded values are not recommended for survey control.
 BK3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3101.See file dsdata.txt to determine how the superseded data were derived.
 BK3101
 BK3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8911019745(NAD 83)
 BK3101_MARKER: 41 = ANTENNA MAST
 BK3101
 BK3101  HISTORY     - Date     Condition        Report By
 BK3101  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3101
 BK3101                          STATION DESCRIPTION
 BK3101
 BK3101'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3101'THE STATION IS LOCATED ABOUT 16 MILES SOUTH SOUTHEAST OF LAKE
 BK3101'CHARLES, ABOUT 2.5 MILES NORTH OF THE VILLAGE OF SWEET LAKE,
 BK3101'260 FEET SOUTH OF POWER POLE NUMBER 115, 245 FEET SOUTH OF
 BK3101'STATE HIGHWAY NUMBER 931, 0.9 MILE WEST OF A FARM HOUSE AND 0.4
 BK3101'MILE WEST OF A DRAINAGE CANAL.
 BK3101'
 BK3101'IT IS THE TOP AND CENTER OF A STEEL ANTENNA MAST WHICH IS 240
 BK3101'FEET IN HEIGHT.  THE MAST IS PAINTED RED AND WHITE AND HAS A
 BK3101'FLASHING RED LIGHT ON ITS TOP.
 BK3101'
 BK3101'TO REACH FROM THE INTERSECTION OF BROAD AND RYAN STREETS, IN
 BK3101'THE CITY OF LAKE CHARLES, GO SOUTH ON RYAN STREET FOR 3.7 MILES.
 BK3101'TURN LEFT AND GO EAST FOR 0.25 MILE.  TURN RIGHT AND GO SOUTH
 BK3101'FOR 10.9 MILES.  TURN LEFT AND GO EAST AND SOUTH, ON THE PAVED
 BK3101'ROAD, FOR 5.9 MILES TO THE ANTENNA MAST ON THE RIGHT HAND SIDE
 BK3101'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0796 ***********************************************************************
 AV0796  DESIGNATION -  SWEET LAKE N TWIN STEEL STACK
 AV0796  PID         -  AV0796
 AV0796  STATE/COUNTY-  LA/CAMERON
 AV0796  USGS QUAD   -  SWEET LAKE (1982)
 AV0796
 AV0796                         *CURRENT SURVEY CONTROL
 AV0796  ___________________________________________________________________
 AV0796* NAD 83(1992)-  29 56 29.53655(N)    093 08 19.96683(W)     ADJUSTED  
 AV0796* NAVD 88     -                                                        
 AV0796  **This station is located in a subsidence area (see below).
 AV0796  ___________________________________________________________________
 AV0796  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AV0796  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AV0796
 AV0796  HORZ ORDER  -  THIRD
 AV0796
 AV0796.The horizontal coordinates were established by classical geodetic methods
 AV0796.and adjusted by the National Geodetic Survey in January 1993..
 AV0796
 AV0796 ** The orthometric height has not been validated since last determined
 AV0796 ** by differential leveling and should not be used for control purposes.
 AV0796 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0796 ** area with valid NAVD 88 orthometric heights.
 AV0796 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0796 ** epoch indicated which incorporates improved geoid heights for the
 AV0796 ** Southern Louisiana Subsidence area.
 AV0796 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0796
 AV0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0796
 AV0796.The geoid height was determined by GEOID03.
 AV0796
 AV0796;                    North         East     Units Scale Factor Converg.
 AV0796;SPC LA S     -   161,159.429   825,707.592   MT  0.99992628   -0 54 10.1
 AV0796;SPC LA S     -   528,737.23  2,709,008.99   sFT  0.99992628   -0 54 10.1
 AV0796;UTM  15      - 3,312,315.418   486,597.526   MT  0.99960222   -0 04 09.5
 AV0796
 AV0796                          SUPERSEDED SURVEY CONTROL
 AV0796
 AV0796  NAD 83(1986)-  29 56 29.56163(N)    093 08 19.95322(W) AD(       ) 4
 AV0796  NAD 27      -  29 56 28.78800(N)    093 08 19.37900(W) AD(       ) 3
 AV0796
 AV0796.Superseded values are not recommended for survey control.
 AV0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0796.See file dsdata.txt to determine how the superseded data were derived.
 AV0796
 AV0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8659812315(NAD 83)
 AV0796_MARKER: 63 = STACK
 AV0796
 AV0796  HISTORY     - Date     Condition        Report By
 AV0796  HISTORY     - 1934     FIRST OBSERVED   CGS
 AV0796
 AV0796                          STATION DESCRIPTION
 AV0796
 AV0796'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0799 ***********************************************************************
 AV0799  DESIGNATION -  SWEET LAKE SMALL STEEL TANK
 AV0799  PID         -  AV0799
 AV0799  STATE/COUNTY-  LA/CAMERON
 AV0799  USGS QUAD   -  SWEET LAKE (1982)
 AV0799
 AV0799                         *CURRENT SURVEY CONTROL
 AV0799  ___________________________________________________________________
 AV0799* NAD 83(1992)-  29 59 01.32587(N)    093 07 46.94520(W)     ADJUSTED  
 AV0799* NAVD 88     -                                                        
 AV0799  **This station is located in a subsidence area (see below).
 AV0799  ___________________________________________________________________
 AV0799  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AV0799  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AV0799
 AV0799  HORZ ORDER  -  THIRD
 AV0799
 AV0799.The horizontal coordinates were established by classical geodetic methods
 AV0799.and adjusted by the National Geodetic Survey in January 1993..
 AV0799
 AV0799 ** The orthometric height has not been validated since last determined
 AV0799 ** by differential leveling and should not be used for control purposes.
 AV0799 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0799 ** area with valid NAVD 88 orthometric heights.
 AV0799 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0799 ** epoch indicated which incorporates improved geoid heights for the
 AV0799 ** Southern Louisiana Subsidence area.
 AV0799 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0799
 AV0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0799
 AV0799.The geoid height was determined by GEOID03.
 AV0799
 AV0799;                    North         East     Units Scale Factor Converg.
 AV0799;SPC LA S     -   165,818.515   826,666.236   MT  0.99992579   -0 53 53.6
 AV0799;SPC LA S     -   544,022.91  2,712,154.14   sFT  0.99992579   -0 53 53.6
 AV0799;UTM  15      - 3,316,986.441   487,488.011   MT  0.99960193   -0 03 53.4
 AV0799
 AV0799                          SUPERSEDED SURVEY CONTROL
 AV0799
 AV0799  NAD 83(1986)-  29 59 01.35128(N)    093 07 46.93156(W) AD(       ) 4
 AV0799  NAD 27      -  29 59 00.59200(N)    093 07 46.36600(W) AD(       ) 3
 AV0799
 AV0799.Superseded values are not recommended for survey control.
 AV0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0799.See file dsdata.txt to determine how the superseded data were derived.
 AV0799
 AV0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8748816986(NAD 83)
 AV0799_MARKER: 51 = TANK
 AV0799
 AV0799  HISTORY     - Date     Condition        Report By
 AV0799  HISTORY     - 1934     FIRST OBSERVED   CGS
 AV0799
 AV0799                          STATION DESCRIPTION
 AV0799
 AV0799'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2726 ***********************************************************************
 BK2726  DESIGNATION -  SWIFT
 BK2726  PID         -  BK2726
 BK2726  STATE/COUNTY-  LA/ST LANDRY
 BK2726  USGS QUAD   -  CHURCH POINT (1983)
 BK2726
 BK2726                         *CURRENT SURVEY CONTROL
 BK2726  ___________________________________________________________________
 BK2726* NAD 83(1992)-  30 28 26.33028(N)    092 08 48.80236(W)     ADJUSTED  
 BK2726* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 BK2726  ___________________________________________________________________
 BK2726  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK2726  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2726
 BK2726  HORZ ORDER  -  SECOND
 BK2726
 BK2726.The horizontal coordinates were established by classical geodetic methods
 BK2726.and adjusted by the National Geodetic Survey in January 1993..
 BK2726
 BK2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2726
 BK2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2726
 BK2726.The geoid height was determined by GEOID03.
 BK2726
 BK2726;                    North         East     Units Scale Factor Converg.
 BK2726;SPC LA S     -   219,084.225   921,882.499   MT  0.99995972   -0 24 24.4
 BK2726;SPC LA S     -   718,778.83  3,024,542.83   sFT  0.99995972   -0 24 24.4
 BK2726;UTM  15      - 3,371,617.337   581,888.191   MT  0.99968272   +0 25 57.6
 BK2726
 BK2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2726!SPC LA S     -   1.00000132  x   0.99995972  =   0.99996104
 BK2726!UTM  15      -   1.00000132  x   0.99968272  =   0.99968404
 BK2726
 BK2726:                Primary Azimuth Mark                     Grid Az
 BK2726:SPC LA S     -  OPELOUSAS HUMBLE KKA 399 MAST            057 22 48.3
 BK2726:UTM  15      -  OPELOUSAS HUMBLE KKA 399 MAST            056 32 26.3
 BK2726
 BK2726|---------------------------------------------------------------------|
 BK2726| PID    Reference Object                     Distance      Geod. Az  |
 BK2726|                                                           dddmmss.s |
 BK2726| BK2694 OPELOUSAS HUMBLE KKA 399 MAST       APPROX. 4.2 KM 0565823.9 |
 BK2726| BK2725 SWIFT LDH 1969 RM 1                  15.180 METERS 11424     |
 BK2726| CW1522 SWIFT AZ MK                                        2132556.5 |
 BK2726| CW1523 SWIFT RM 2                           13.042 METERS 21451     |
 BK2726|---------------------------------------------------------------------|
 BK2726
 BK2726                          SUPERSEDED SURVEY CONTROL
 BK2726
 BK2726  NAD 83(1986)-  30 28 26.35033(N)    092 08 48.79690(W) AD(       ) 2
 BK2726  NAD 27      -  30 28 25.63869(N)    092 08 48.35687(W) AD(       ) 2
 BK2726  NGVD 29 (07/19/86)   19.0    (m)           62.     (f) VERT ANG       
 BK2726
 BK2726.Superseded values are not recommended for survey control.
 BK2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2726.See file dsdata.txt to determine how the superseded data were derived.
 BK2726
 BK2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8188871617(NAD 83)
 BK2726_MARKER: DD = SURVEY DISK
 BK2726_SETTING: 0 = UNSPECIFIED SETTING
 BK2726
 BK2726  HISTORY     - Date     Condition        Report By
 BK2726  HISTORY     - 1969     MONUMENTED       LADH
 BK2726
 BK2726                          STATION DESCRIPTION
 BK2726
 BK2726'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BK2726'THE STATION IS LOCATED 1.5 MILES SOUTH-SOUTHWEST OF JUNCTION OF
 BK2726'STATE HIGHWAY 357 AND STATE HIGHWAY 358 5.5 MILES SOUTH OF OPELOUSAS
 BK2726'ON PROPERTY OWNED BY THE TEXAS AND PACIFIC RAILROAD.  IT IS 2.00
 BK2726'FEET EAST-SOUTHEAST OF A FENCE, 1.90 FEET NORTH-NORTHEAST OF A METAL
 BK2726'WITNESS POST AND SIGN, 104.0 FEET WEST-NORTHWEST OF THE
 BK2726'CENTERLINE OF STATE HIGHWAY 357, 36.00 FEET NORTH-NORTHWEST OF
 BK2726'THE WEST RAIL OF THE RAILROAD, AND 18.20 FEET SOUTH OF A POWER
 BK2726'POLE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BK2726'GEODETIC SURVEY DISK, STAMPED SWIFT 1969 AND IS FLUSH WITH THE
 BK2726'GROUND.
 BK2726'
 BK2726'REFERENCE MARK NO. 1 IS 30.48 FEET EAST OF THE STATION.  IT IS 7.70
 BK2726'FEET EAST-SOUTHEAST OF EAST RAIL OF THE RAILROAD, 50.60 FEET
 BK2726'EAST-SOUTHEAST OF A FENCE, 50.20 FEET EAST OF WITNESS POST AT THE
 BK2726'STATION, 52.0 FEET SOUTHEAST OF A POWER POLE, AND 55.0 FEET
 BK2726'WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 357.  IT IS A
 BK2726'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BK2726'DISK, STAMPED R. M. NO. 1 SWIFT 1969, PROJECTING 1 INCH.
 BK2726'
 BK2726'REFERENCE MARK NO. 2 IS 42.79 FEET SOUTHWEST OF THE STATION.  IT IS
 BK2726'103.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 357,
 BK2726'35.80 FEET WEST-NORTHWEST OF THE WEST RAIL OF THE RAILROAD, 2.00
 BK2726'FEET EAST-SOUTHEAST OF A FENCE, 40.70 FEET SOUTH-SOUTHWEST OF THE
 BK2726'WITNESS POST AT THE STATION, AND 61.0 FEET SOUTH-SOUTHWEST OF A
 BK2726'POWER POLE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BK2726'GEODETIC SURVEY DISK STAMPED R. M. NO. 2 SWIFT 1969, PROJECTING 1
 BK2726'INCH.
 BK2726'
 BK2726'THE AZIMUTH MARK IS 0.31 MILE SOUTH-SOUTHWEST OF THE STATION.  IT IS
 BK2726'1.70 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN, 8.60
 BK2726'FEET EAST-SOUTHEAST OF THE EAST RAIL ON THE RAILROAD, 53.0 FEET
 BK2726'NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 357, 28.60
 BK2726'FEET NORTH-NORTHWEST OF A PIPELINE MARKER (COLONIAL PIPE LINE
 BK2726'CO.).  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BK2726'GEODETIC SURVEY DISK, STAMPED AZ. MK. SWIFT 1969, PROJECTING 2
 BK2726'INCHES.
 BK2726'
 BK2726'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BK2726'HIGHWAY 357 FOR 0.31 MILE TO A MARK SET ON RIGHT NEAR THE
 BK2726'RAILROAD.
 BK2726'
 BK2726'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 190 AND
 BK2726'STATE HIGHWAY 357 IN OPELOUSAS, DRIVE SOUTH ALONG STATE HIGHWAY 357
 BK2726'FOR 5.5 MILES TO THE STATION SET BETWEEN THE RAILROAD AND THE
 BK2726'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4673 ***********************************************************************
 BJ4673  DESIGNATION -  SWING ALONG PLANTATION TANK
 BJ4673  PID         -  BJ4673
 BJ4673  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4673  USGS QUAD   -  WILSON (1985)
 BJ4673
 BJ4673                         *CURRENT SURVEY CONTROL
 BJ4673  ___________________________________________________________________
 BJ4673* NAD 83(1992)-  30 56 33.68314(N)    091 02 16.16453(W)     ADJUSTED  
 BJ4673* NAVD 88     -                                                        
 BJ4673  ___________________________________________________________________
 BJ4673  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4673  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4673
 BJ4673  HORZ ORDER  -  THIRD
 BJ4673
 BJ4673.The horizontal coordinates were established by classical geodetic methods
 BJ4673.and adjusted by the National Geodetic Survey in May 1994..
 BJ4673
 BJ4673
 BJ4673.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4673
 BJ4673.The geoid height was determined by GEOID03.
 BJ4673
 BJ4673;                    North         East     Units Scale Factor Converg.
 BJ4673;SPC LA S     -   270,806.756 1,028,240.995   MT  1.00006062   +0 08 51.9
 BJ4673;SPC LA S     -   888,471.83  3,373,487.33   sFT  1.00006062   +0 08 51.9
 BJ4673;SPC MS W     -   160,135.934   632,680.544   MT  1.00000588   -0 21 44.1
 BJ4673;SPC MS W     -   525,379.31  2,075,719.42   sFT  1.00000588   -0 21 44.1
 BJ4673;UTM  15      - 3,424,901.346   687,450.593   MT  1.00003345   +1 00 33.1
 BJ4673
 BJ4673                          SUPERSEDED SURVEY CONTROL
 BJ4673
 BJ4673  NAD 83(1992)-  30 56 33.68885(N)    091 02 16.16547(W) AD(       ) 4
 BJ4673  NAD 83(1986)-  30 56 33.70009(N)    091 02 16.16025(W) AD(       ) 4
 BJ4673  NAD 27      -  30 56 33.05197(N)    091 02 15.78283(W) AD(       ) 3
 BJ4673
 BJ4673.Superseded values are not recommended for survey control.
 BJ4673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4673.See file dsdata.txt to determine how the superseded data were derived.
 BJ4673
 BJ4673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8745124901(NAD 83)
 BJ4673_MARKER: 53 = ELEVATED TANK
 BJ4673
 BJ4673  HISTORY     - Date     Condition        Report By
 BJ4673  HISTORY     - 1939     FIRST OBSERVED   CGS
 BJ4673
 BJ4673                          STATION DESCRIPTION
 BJ4673
 BJ4673'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PBQ)
 BJ4673'POINT OBSERVED UPON WAS THE FINIAL OF THE SWING ALONG PLANTATION
 BJ4673'TANK, A STEEL STRUCTURE PAINTED SILVER.  IT IS APPROXIMATELY
 BJ4673'115 FEET HIGH.  OBSERVED UPON FROM TRIANGULATION STATIONS
 BJ4673'IRWIN, BRIDGES, TALBOT, PISGAH, WALKER 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2345 ***********************************************************************
 AU2345  DESIGNATION -  SWORD
 AU2345  PID         -  AU2345
 AU2345  STATE/COUNTY-  LA/TERREBONNE
 AU2345  USGS QUAD   -  MORGAN CITY SW (1994)
 AU2345
 AU2345                         *CURRENT SURVEY CONTROL
 AU2345  ___________________________________________________________________
 AU2345* NAD 83(1992)-  29 34 17.60625(N)    091 13 17.46166(W)     ADJUSTED  
 AU2345* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2345  **This station is located in a subsidence area (see below).
 AU2345  ___________________________________________________________________
 AU2345  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2345  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AU2345
 AU2345  HORZ ORDER  -  SECOND
 AU2345
 AU2345.The horizontal coordinates were established by classical geodetic methods
 AU2345.and adjusted by the National Geodetic Survey in January 1993..
 AU2345
 AU2345 ** The orthometric height has not been validated since last determined
 AU2345 ** by differential leveling and should not be used for control purposes.
 AU2345 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2345 ** area with valid NAVD 88 orthometric heights.
 AU2345 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2345 ** epoch indicated which incorporates improved geoid heights for the
 AU2345 ** Southern Louisiana Subsidence area.
 AU2345 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2345.The orthometric height was scaled from a topographic map.
 AU2345
 AU2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2345
 AU2345.The geoid height was determined by GEOID03.
 AU2345
 AU2345;                    North         East     Units Scale Factor Converg.
 AU2345;SPC LA S     -   118,782.404 1,010,834.267   MT  0.99995363   +0 03 21.3
 AU2345;SPC LA S     -   389,705.27  3,316,378.76   sFT  0.99995363   +0 03 21.3
 AU2345;UTM  15      - 3,272,631.773   672,276.869   MT  0.99996621   +0 52 40.5
 AU2345
 AU2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2345!SPC LA S     -   1.00000383  x   0.99995363  =   0.99995746
 AU2345!UTM  15      -   1.00000383  x   0.99996621  =   0.99997004
 AU2345
 AU2345|---------------------------------------------------------------------|
 AU2345| PID    Reference Object                     Distance      Geod. Az  |
 AU2345|                                                           dddmmss.s |
 AU2345| AU2346 SWORD 1933 RM 1 1968                 19.086 METERS 06835     |
 AU2345| CV9473 SWORD RM 2                           19.143 METERS 15836     |
 AU2345| AU2448 DEER                                APPROX.10.8 KM 2023705.3 |
 AU2345| AU2391 ATCHAFALAYA RIVER BEACON 5          APPROX. 6.4 KM 2361056.5 |
 AU2345|---------------------------------------------------------------------|
 AU2345
 AU2345                          SUPERSEDED SURVEY CONTROL
 AU2345
 AU2345  NAD 83(1986)-  29 34 17.62922(N)    091 13 17.45945(W) AD(       ) 2
 AU2345  NAD 27      -  29 34 16.86600(N)    091 13 17.08400(W) AD(       ) 2
 AU2345
 AU2345.Superseded values are not recommended for survey control.
 AU2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2345.See file dsdata.txt to determine how the superseded data were derived.
 AU2345
 AU2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7227772632(NAD 83)
 AU2345_MARKER: DS = TRIANGULATION STATION DISK
 AU2345_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2345_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2345
 AU2345  HISTORY     - Date     Condition        Report By
 AU2345  HISTORY     - 1933     MONUMENTED       CGS
 AU2345  HISTORY     - 1940     GOOD             CGS
 AU2345  HISTORY     - 1948     GOOD             CGS
 AU2345  HISTORY     - 1955     GOOD             CGS
 AU2345  HISTORY     - 1957     GOOD             CGS
 AU2345  HISTORY     - 1966     POOR             CGS
 AU2345  HISTORY     - 1967     GOOD             LADTD
 AU2345  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AU2345
 AU2345                          STATION DESCRIPTION
 AU2345
 AU2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2345'STATION IS ON THE E BANK OF THE ATCHAFALAYA RIVER ABOUT
 AU2345'ONE-HALF WAY BETWEEN SWORD POINT AND SWORD BAYOU, ON THE
 AU2345'FIRST PROMINENT POINT TO THE S OF SWORD POINT, 55 METERS
 AU2345'(180 FEET) E OF THE POINT, IN A LARGE GROUP OF TREES AND
 AU2345'AT THE END OF A VERY SMALL INLET RUNNING FROM THE RIVER FOR
 AU2345'ABOUT 30 FEET INTO THE POINT.
 AU2345'
 AU2345'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2345'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2345'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2345'DRIVEN INTO THE MARSH.
 AU2345'
 AU2345'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 AU2345'SQUARE BLOCK OR POST OF CONCRETE, AND IS IN THE MARSH SURROUNDED
 AU2345'BY TREES, AND 18.478 METERS (60.62 FEET) FROM THE STATION
 AU2345'N 68 DEG 35 MIN E.
 AU2345'
 AU2345'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A
 AU2345'SQUARE BLOCK OR POST OF CONCRETE, AND IS IN THE OPEN MARSH
 AU2345'AND 19.143 METERS (62.80 FEET) FROM THE STATION S 21 DEG 24 MIN E.
 AU2345'
 AU2345'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2345
 AU2345                          STATION RECOVERY (1940)
 AU2345
 AU2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GG)
 AU2345'STATION AND R.P. IN GOOD CONDITION-25 FT TRIANGLE (OAK)
 AU2345'TOWER OVER STATION.
 AU2345
 AU2345                          STATION RECOVERY (1948)
 AU2345
 AU2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2345'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2345'THE DESCRIPTION IS ADEQUATE EXCEPT THAT THE TOWER OVER THE
 AU2345'STATION HAS BEEN DESTROYED.
 AU2345
 AU2345                          STATION RECOVERY (1955)
 AU2345
 AU2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2345'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 AU2345'
 AU2345'ON THE E BANK OF ATCHAFALAYA RIVER, AT SWEETBAY LAKE, BETWEEN
 AU2345'SWORD POINT AND SWORD BAYOU, ABOUT 1400 FT. S OF SWORD POINT,
 AU2345'ON THE FIRST PROMINENT POINT TO THE S OF SWORD POINT, ABOUT
 AU2345'160 FT. E OF THE TIP OF THE POINT, ON THE S EDGE OF A HEAVY
 AU2345'GROWTH OF WOODS ON THE POINT, 32 FT. NE OF THE HEAD OF A
 AU2345'SMALL BIGHT ON THE S SIDE OF THE POINT, A STANDARD DISK,
 AU2345'STAMPED SWORD 1933 AND CEMENTED IN THE TOP OF A 10-IN. CONCRETE
 AU2345'TILE PROJECTING 8 IN.  THERE IS A 20-FT. TOWER IN PLACE
 AU2345'OVER THE STATION AT THIS TIME.
 AU2345'
 AU2345'THE AZIMUTHS TO THE REFERENCE MARKS WERE CHECKED WITH A
 AU2345'COMPASS AND APPEAR CORRECT.  THE DISTANCES TO THE REFERENCE
 AU2345'MARKS WERE CHECKED WITH A METALLIC TAPE AND WHILE THEY APPEAR
 AU2345'SUBSTANTIALLY CORRECT THEY ARE REVERSED.  THE DISTANCES
 AU2345'AND THE DIRECTIONS SHOWN BELOW ARE COPIED FROM THE OLD
 AU2345'DESCRIPTION CORRECTING THE REVERSAL.
 AU2345'
 AU2345'REFERENCE MARK 1 IS IN THE S EDGE OF THE TREES, 19.143 M.
 AU2345'(62.80 FT.) FROM THE STATION N 68 DEG 35 MIN E, A
 AU2345'STANDARD DISK, STAMPED NO 1 AND CEMENTED IN THE TOP OF A
 AU2345'10-IN. SQUARE CONCRETE TILE SET FLUSH.
 AU2345'
 AU2345'REFERENCE MARK 2 IS IN THE OPEN MARSH S OF THE STATION, 45
 AU2345'FT. S ALONG THE SHORE FROM THE HEAD OF THE BIGHT, 15 FT.
 AU2345'E OF MEAN HIGH WATER, 18.478 M. (60.62 FT.) FROM THE STATION
 AU2345'S 21 DEG 24 MIN E, A STANDARD DISK, STAMPED NO 2
 AU2345'AND CEMENTED IN THE TOP OF A 10-IN. SQUARE CONCRETE TILE
 AU2345'PROJECTING 4 IN.
 AU2345
 AU2345                          STATION RECOVERY (1957)
 AU2345
 AU2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU2345'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS
 AU2345'DESCRIPTION OF THE STATION WAS AVAILABLE.  A SEARCH OF THE
 AU2345'AREA FAILED TO REVEAL THE REFERENCE MARKS.
 AU2345'
 AU2345'THE STATION MARK IS STAMPED SWORD 1933 AND PROJECTS 4 INCHES.
 AU2345
 AU2345                          STATION RECOVERY (1966)
 AU2345
 AU2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2345'THE STATION MARK WAS RECOVERED IN POOR CONDITION.  IT IS
 AU2345'ABOUT 6 FEET OFFSHORE IN ABOUT 1 FOOT OF WATER.  THE MARK
 AU2345'PROJECTS ABOUT 1 FOOT ABOVE THE WATER AT THE PRESENT TIME AND IS
 AU2345'STAMPED SWORD 1933.  THERE IS A 15 FOOT WOOD STAND IN PLACE
 AU2345'OVER THE MARK AT THIS TIME.  THE MARK IS 20 FEET SOUTH-SOUTHWEST
 AU2345'OF A 3-FOOT WILLOW TREE.  REFERENCE MARK 1 WAS RECOVERED
 AU2345'IN GOOD CONDITION.  IT IS FLUSH WITH THE GROUND AND 45 FEET
 AU2345'EAST OF THE WILLOW TREE.  A METAL WITNESS POST WAS SET AT
 AU2345'THIS MARK.
 AU2345'
 AU2345'STATION IS ON THE EAST BANK OF THE ATCHAFALAYA RIVER ABOUT
 AU2345'HALF WAY BETWEEN SWORD POINT AND SWORD BAYOU, ON THE FIRST
 AU2345'PROMINENT POINT TO THE SOUTH OF SWORD POINT, 50 FEET SOUTHEAST
 AU2345'OF THE POINT, IN A GROUP OF TREES.
 AU2345'
 AU2345'REFERENCE MARK 2 WAS NOT RECOVERED.  IT WOULD BE ABOUT 60
 AU2345'FEET OUT IN THE WATER AND IS NO DOUBT LOST.
 AU2345
 AU2345                          STATION RECOVERY (1967)
 AU2345
 AU2345'RECOVERY NOTE BY LA TRANSP AND DEV 1967 (DD)
 AU2345'SWORD 1933 - FAIR CONDITION--SHORELINE HAS RECEDED LEAVING
 AU2345'MONU. IN OPEN WATER, APPROX. 10 FEET FROM SHORELINE.
 AU2345'
 AU2345'R.M. 1 - REFERENCE MARK NO. 1 IN GOOD CONDITION--IN MARSH
 AU2345'SURROUNDED BY WILLOW TREES, SET FLUSH WITH MARSH.
 AU2345'
 AU2345'MONUMENT ON THIS DATE WAS APPROX. IN 1.5 FEET OF WATER.
 AU2345'THE ATCHAFALAYA RIVER IS ERODING THE SHORELINE RAPIDLY.
 AU2345'AND SHOULD BE RE-LOCATED.
 AU2345'
 AU2345'REFERENCE MARK NO. 2 HAS APPARENTLY WASHED.  AN ATTEMPT TO
 AU2345'LOCATE R.M. 2 WITH TRANSIT AT STA. SWORD AND CHAINING TO
 AU2345'SAME, SHOWS THE MARK TO BE APPROX. 15 FT FEET FROM SHORELINE
 AU2345'IN 2 FEET OF WATER.
 AU2345
 AU2345                          STATION RECOVERY (1968)
 AU2345
 AU2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AU2345'THE STATION WAS VISITED AND THE STATION MARK FOUND IN POOR
 AU2345'CONDITION AND THE REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 AU2345'THE STATION MARK PROJECTS ABOUT 2 FEET AND IS AT THE EDGE OF
 AU2345'THE HIGH WATER LINE.  AT THIS DATE THE MARK WAS NOT ACCESSIBLE TO
 AU2345'THE DEGREE THAT MATERIAL COULD BE BROUGHT IN TO RESET THE
 AU2345'STATION.  THEREFORE A TRAVERSE WAS MADE TO R.M. NO. 1 SO
 AU2345'THAT IT MAY BE USED FOR THE STATION WHEN THE STATION MARK
 AU2345'IS DESTROYED BY WAVE ACTION IN THE NEAR FUTURE.  A DESCRIPTION
 AU2345'FOLLOWS--
 AU2345'
 AU2345'THE STATION IS LOCATED ON THE EAST BANK OF THE ATCHAFALAYA
 AU2345'RIVER, AT THE FIRST POINT SOUTH OF SWORD POINT AND ABOUT
 AU2345'MIDWAY BETWEEN SWORD POIN AND SWORD BAYOU, 20 FEET SOUTHWEST
 AU2345'OF A LARGE 3-FOOT WILLOW TREE, AT THE EDGE OF THE WATER.
 AU2345'IT IS A CONCRETE FILLED TILE WITH A DISK SET IN ITS TOP,
 AU2345'PROJECTING 2 FEET.  IT IS STAMPED SWORD 1933.
 AU2345'
 AU2345'REFERENCE MARK NO. 1 IS 61.62 FEET EAST OF THE STATION,
 AU2345'45 FEET EAST OF A LARGE 3-FOOT WILLOW TREE, IT IS ABOUT
 AU2345'MIDWAY OF A POINT OF LAND 87 FEET SOUTH OF THE SHORE LINE,
 AU2345'28 FEET NORTHEAST OF THE SHORE LINE AT THE NORTHEAST END
 AU2345'OF A SMALL COVE, 36 FEET SOUTHWEST OF A GROUP OF SWEET GUM
 AU2345'TREES AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS
 AU2345'A REFERENCE MARK DISK, STAMPED SWORD NO 1 1933, SET IN THE
 AU2345'TOP OF A CONCRETE POST, FLUSH WITH THE GROUND.
 AU2345'
 AU2345'THE STATION CAN ONLY BE REACHED BY BOAT OR PLANE.  AT LOW
 AU2345'WATER THE WATER IS VERY LOW BETWEEN THE MAIN CHANNEL OF THE
 AU2345'RIVER AND THE EAST BANK AT THE STATION.  THERE IS A ROD
 AU2345'AND LEVEE ABOUT 0.5 MILE EAST OF THE STATION BUT THE MARSH
 AU2345'IS VERY SOFT BETWEEN THE ROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2346 ***********************************************************************
 AU2346  DESIGNATION -  SWORD 1933 RM 1 1968
 AU2346  PID         -  AU2346
 AU2346  STATE/COUNTY-  LA/TERREBONNE
 AU2346  USGS QUAD   -  MORGAN CITY SW (1994)
 AU2346
 AU2346                         *CURRENT SURVEY CONTROL
 AU2346  ___________________________________________________________________
 AU2346* NAD 83(1992)-  29 34 17.83266(N)    091 13 16.80156(W)     ADJUSTED  
 AU2346* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2346  **This station is located in a subsidence area (see below).
 AU2346  ___________________________________________________________________
 AU2346  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2346  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AU2346
 AU2346  HORZ ORDER  -  SECOND
 AU2346
 AU2346.The horizontal coordinates were established by classical geodetic methods
 AU2346.and adjusted by the National Geodetic Survey in January 1993..
 AU2346
 AU2346 ** The orthometric height has not been validated since last determined
 AU2346 ** by differential leveling and should not be used for control purposes.
 AU2346 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2346 ** area with valid NAVD 88 orthometric heights.
 AU2346 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2346 ** epoch indicated which incorporates improved geoid heights for the
 AU2346 ** Southern Louisiana Subsidence area.
 AU2346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2346.The orthometric height was scaled from a topographic map.
 AU2346
 AU2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2346
 AU2346.The geoid height was determined by GEOID03.
 AU2346
 AU2346;                    North         East     Units Scale Factor Converg.
 AU2346;SPC LA S     -   118,789.393 1,010,852.027   MT  0.99995362   +0 03 21.6
 AU2346;SPC LA S     -   389,728.20  3,316,437.03   sFT  0.99995362   +0 03 21.6
 AU2346;UTM  15      - 3,272,639.015   672,294.527   MT  0.99996629   +0 52 40.8
 AU2346
 AU2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2346!SPC LA S     -   1.00000383  x   0.99995362  =   0.99995745
 AU2346!UTM  15      -   1.00000383  x   0.99996629  =   0.99997012
 AU2346
 AU2346                          SUPERSEDED SURVEY CONTROL
 AU2346
 AU2346  NAD 83(1986)-  29 34 17.85563(N)    091 13 16.79935(W) AD(       ) 2
 AU2346  NAD 27      -  29 34 17.09243(N)    091 13 16.42392(W) AD(       ) 2
 AU2346
 AU2346.Superseded values are not recommended for survey control.
 AU2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2346.See file dsdata.txt to determine how the superseded data were derived.
 AU2346
 AU2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7229572639(NAD 83)
 AU2346_MARKER: DR = REFERENCE MARK DISK
 AU2346_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2346_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2346
 AU2346  HISTORY     - Date     Condition        Report By
 AU2346  HISTORY     - 1968     MONUMENTED       CGS
 AU2346
 AU2346                          STATION DESCRIPTION
 AU2346
 AU2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AU2346'THE STATION IS LOCATED ON THE EAST BANK OF THE ATCHAFALAYA
 AU2346'RIVER, AT THE FIRST POINT SOUTH OF SWORD POINT AND ABOUT
 AU2346'MIDWAY BETWEEN SWORD POIN AND SWORD BAYOU.
 AU2346'
 AU2346'REFERENCE MARK NO. 1 IS 61.62 FEET EAST OF STATION SWORD,
 AU2346'45 FEET EAST OF A LARGE 3-FOOT WILLOW TREE, IT IS ABOUT
 AU2346'MIDWAY OF A POINT OF LAND 87 FEET SOUTH OF THE SHORE LINE,
 AU2346'28 FEET NORTHEAST OF THE SHORE LINE AT THE NORTHEAST END
 AU2346'OF A SMALL COVE, 36 FEET SOUTHWEST OF A GROUP OF SWEET GUM
 AU2346'TREES AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS
 AU2346'A REFERENCE MARK DISK, STAMPED SWORD NO 1 1933, SET IN THE
 AU2346'TOP OF A CONCRETE POST, FLUSH WITH THE GROUND.
 AU2346'
 AU2346'THE STATION CAN ONLY BE REACHED BY BOAT OR PLANE.  AT LOW
 AU2346'WATER THE WATER IS VERY LOW BETWEEN THE MAIN CHANNEL OF THE
 AU2346'RIVER AND THE EAST BANK AT THE STATION.  THERE IS A ROD
 AU2346'AND LEVEE ABOUT 0.5 MILE EAST OF THE STATION BUT THE MARSH
 AU2346'IS VERY SOFT BETWEEN THE ROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0023 ***********************************************************************
 CQ0023  DESIGNATION -  T 1
 CQ0023  PID         -  CQ0023
 CQ0023  STATE/COUNTY-  LA/OUACHITA
 CQ0023  USGS QUAD   -  MONROE NORTH (1994)
 CQ0023
 CQ0023                         *CURRENT SURVEY CONTROL
 CQ0023  ___________________________________________________________________
 CQ0023* NAD 83(1986)-  32 30 07.     (N)    092 07 08.     (W)     SCALED    
 CQ0023* NAVD 88     -        24.068  (meters)      78.96   (feet)  ADJUSTED  
 CQ0023  ___________________________________________________________________
 CQ0023  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0023  DYNAMIC HT  -          24.041 (meters)      78.87  (feet)  COMP
 CQ0023  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CQ0023
 CQ0023  VERT ORDER  -  FIRST     CLASS I
 CQ0023
 CQ0023.The horizontal coordinates were scaled from a topographic map and have
 CQ0023.an estimated accuracy of +/- 6 seconds.
 CQ0023
 CQ0023.The orthometric height was determined by differential leveling
 CQ0023.and adjusted by the National Geodetic Survey in June 1991..
 CQ0023
 CQ0023.The geoid height was determined by GEOID03.
 CQ0023
 CQ0023.The dynamic height is computed by dividing the NAVD 88
 CQ0023.geopotential number by the normal gravity value computed on the
 CQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0023.degrees latitude (g = 980.6199 gals.).
 CQ0023
 CQ0023.The modeled gravity was interpolated from observed gravity values.
 CQ0023
 CQ0023;                    North         East    Units  Estimated Accuracy
 CQ0023;SPC LA N     -   222,030.    1,035,810.      MT  (+/- 180 meters Scaled)
 CQ0023
 CQ0023                          SUPERSEDED SURVEY CONTROL
 CQ0023
 CQ0023  NGVD 29 (??/??/??)   24.115  (m)           79.12   (f) ADJUSTED    1 1
 CQ0023
 CQ0023.Superseded values are not recommended for survey control.
 CQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0023.See file dsdata.txt to determine how the superseded data were derived.
 CQ0023
 CQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR827964(NAD 83)
 CQ0023_MARKER: X = CHISELED CROSS
 CQ0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0023_SP_SET: BRIDGE
 CQ0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0023+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ0023
 CQ0023  HISTORY     - Date     Condition        Report By
 CQ0023  HISTORY     - UNK      MONUMENTED       DOD
 CQ0023  HISTORY     - 1969     GOOD             CGS
 CQ0023  HISTORY     - 20030301 GOOD             USPSQD
 CQ0023
 CQ0023                          STATION DESCRIPTION
 CQ0023
 CQ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0023'0.6 MI W FROM MONROE.
 CQ0023'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0023'STATION AT MONROE, 10 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, A
 CQ0023'CHISELED CROSS ON THE TOP OF THE SOUTH CORNER OF THE EAST CONCRETE
 CQ0023'ABUTMENT FOR THE RAILROAD BRIDGE OVER THE OUACHITA RIVER, 4 1/2 FEET
 CQ0023'SOUTHWEST OF THE SOUTHWEST FACE OF THE ABUTMENT, AND ABOUT 7 1/2 FEET
 CQ0023'BELOW THE LEVEL OF THE TRACK.
 CQ0023
 CQ0023                          STATION RECOVERY (2003)
 CQ0023
 CQ0023'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEC)
 CQ0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1273 ***********************************************************************
 CQ1273  DESIGNATION -  T 103
 CQ1273  PID         -  CQ1273
 CQ1273  STATE/COUNTY-  LA/WEBSTER
 CQ1273  USGS QUAD   -  ADA (1986)
 CQ1273
 CQ1273                         *CURRENT SURVEY CONTROL
 CQ1273  ___________________________________________________________________
 CQ1273* NAD 83(1986)-  32 32 39.     (N)    093 12 06.     (W)     SCALED    
 CQ1273* NAVD 88     -        68.017  (meters)     223.15   (feet)  ADJUSTED  
 CQ1273  ___________________________________________________________________
 CQ1273  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ1273  DYNAMIC HT  -          67.941 (meters)     222.90  (feet)  COMP
 CQ1273  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 CQ1273
 CQ1273  VERT ORDER  -  FIRST     CLASS I
 CQ1273
 CQ1273.The horizontal coordinates were scaled from a topographic map and have
 CQ1273.an estimated accuracy of +/- 6 seconds.
 CQ1273
 CQ1273.The orthometric height was determined by differential leveling
 CQ1273.and adjusted by the National Geodetic Survey in June 1991..
 CQ1273
 CQ1273.The geoid height was determined by GEOID03.
 CQ1273
 CQ1273.The dynamic height is computed by dividing the NAVD 88
 CQ1273.geopotential number by the normal gravity value computed on the
 CQ1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1273.degrees latitude (g = 980.6199 gals.).
 CQ1273
 CQ1273.The modeled gravity was interpolated from observed gravity values.
 CQ1273
 CQ1273;                    North         East    Units  Estimated Accuracy
 CQ1273;SPC LA N     -   226,870.      934,090.      MT  (+/- 180 meters Scaled)
 CQ1273
 CQ1273                          SUPERSEDED SURVEY CONTROL
 CQ1273
 CQ1273  NGVD 29 (??/??/??)   68.095  (m)          223.41   (f) ADJUSTED    1 1
 CQ1273
 CQ1273.Superseded values are not recommended for survey control.
 CQ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1273.See file dsdata.txt to determine how the superseded data were derived.
 CQ1273
 CQ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS810007(NAD 83)
 CQ1273_MARKER: DB = BENCH MARK DISK
 CQ1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1273_SP_SET: CULVERT
 CQ1273_STAMPING: T 103 1938
 CQ1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1273
 CQ1273  HISTORY     - Date     Condition        Report By
 CQ1273  HISTORY     - 1938     MONUMENTED       CGS
 CQ1273  HISTORY     - 1969     GOOD             CGS
 CQ1273
 CQ1273                          STATION DESCRIPTION
 CQ1273
 CQ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1273'2.6 MI E FROM DUBBERLY.
 CQ1273'ABOUT 2.6 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ1273'OFFICE AT DUBBERLY, 6 1/2 TELEPHONE POLES EAST OF MILEPOST 136, 23
 CQ1273'RAILS EAST OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 19 1/2
 CQ1273'FEET SOUTH OF THE SOUTH RAIL, SET IN THE CENTER OF THE TOP OF THE
 CQ1273'SOUTH BRICK HEADWALL OF A BRICK CULVERT, AND ABOUT 8 FEET BELOW THE
 CQ1273'LEVEL OF THE TRACK.  SEC 16, T 18N, R 8W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0530 ***********************************************************************
 CQ0530  DESIGNATION -  T 104
 CQ0530  PID         -  CQ0530
 CQ0530  STATE/COUNTY-  LA/JACKSON
 CQ0530  USGS QUAD   -  EROS (1982)
 CQ0530
 CQ0530                         *CURRENT SURVEY CONTROL
 CQ0530  ___________________________________________________________________
 CQ0530* NAD 83(1986)-  32 27 10.     (N)    092 27 51.     (W)     SCALED    
 CQ0530* NAVD 88     -        60.68   (+/-2cm)     199.1    (feet)  VERTCON   
 CQ0530  ___________________________________________________________________
 CQ0530  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ0530
 CQ0530  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0530
 CQ0530.The horizontal coordinates were scaled from a topographic map and have
 CQ0530.an estimated accuracy of +/- 6 seconds.
 CQ0530
 CQ0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0530.The vertical order pertains to the NGVD 29 superseded value.
 CQ0530
 CQ0530.The geoid height was determined by GEOID03.
 CQ0530
 CQ0530;                    North         East    Units  Estimated Accuracy
 CQ0530;SPC LA N     -   216,520.    1,003,370.      MT  (+/- 180 meters Scaled)
 CQ0530
 CQ0530                          SUPERSEDED SURVEY CONTROL
 CQ0530
 CQ0530  NGVD 29 (??/??/??)   60.736  (m)          199.26   (f) ADJUSTED    1 2
 CQ0530
 CQ0530.Superseded values are not recommended for survey control.
 CQ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0530.See file dsdata.txt to determine how the superseded data were derived.
 CQ0530
 CQ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR503907(NAD 83)
 CQ0530_MARKER: DB = BENCH MARK DISK
 CQ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0530_STAMPING: T 104 1938
 CQ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0530+STABILITY: SURFACE MOTION
 CQ0530
 CQ0530  HISTORY     - Date     Condition        Report By
 CQ0530  HISTORY     - 1938     MONUMENTED       CGS
 CQ0530  HISTORY     - 1953     MARK NOT FOUND   USGS
 CQ0530  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0530
 CQ0530                          STATION DESCRIPTION
 CQ0530
 CQ0530'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 CQ0530'5 MI S FROM TREMONT.
 CQ0530'IN JACKSON PARISH, ABOUT 5 MILES SOUTH ALONG THE OLD ROADBED OF THE
 CQ0530'ABANDONED TREMONT AND GULF RAILWAY FROM TREMONT, LINCOLN PARISH, AT A
 CQ0530'DIRT-ROAD CROSSING, 21 FEET EAST OF THE OLD ROADBED, AND 18 FEET SOUTH
 CQ0530'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED T 104 1938
 CQ0530'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MILEPOST HAS BEEN
 CQ0530'REMOVED.
 CQ0530
 CQ0530                          STATION RECOVERY (1969)
 CQ0530
 CQ0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1557 ***********************************************************************
 CQ1557  DESIGNATION -  T 105
 CQ1557  PID         -  CQ1557
 CQ1557  STATE/COUNTY-  LA/RED RIVER
 CQ1557  USGS QUAD   -  HARMON (1980)
 CQ1557
 CQ1557                         *CURRENT SURVEY CONTROL
 CQ1557  ___________________________________________________________________
 CQ1557* NAD 83(1986)-  32 03 32.     (N)    093 22 33.     (W)     SCALED    
 CQ1557* NAVD 88     -        41.24   (+/-2cm)     135.3    (feet)  VERTCON   
 CQ1557  ___________________________________________________________________
 CQ1557  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1557
 CQ1557  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1557
 CQ1557.The horizontal coordinates were scaled from a topographic map and have
 CQ1557.an estimated accuracy of +/- 6 seconds.
 CQ1557
 CQ1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1557.The vertical order pertains to the NGVD 29 superseded value.
 CQ1557
 CQ1557.The geoid height was determined by GEOID03.
 CQ1557
 CQ1557;                    North         East    Units  Estimated Accuracy
 CQ1557;SPC LA N     -   173,180.      917,300.      MT  (+/- 180 meters Scaled)
 CQ1557
 CQ1557                          SUPERSEDED SURVEY CONTROL
 CQ1557
 CQ1557  NGVD 29 (??/??/??)   41.294  (m)          135.48   (f) ADJUSTED    1 2
 CQ1557
 CQ1557.Superseded values are not recommended for survey control.
 CQ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1557.See file dsdata.txt to determine how the superseded data were derived.
 CQ1557
 CQ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR645470(NAD 83)
 CQ1557_MARKER: DB = BENCH MARK DISK
 CQ1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1557_STAMPING: T 105 1938
 CQ1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1557+STABILITY: SURFACE MOTION
 CQ1557
 CQ1557  HISTORY     - Date     Condition        Report By
 CQ1557  HISTORY     - 1938     MONUMENTED       CGS
 CQ1557  HISTORY     - 1943     GOOD             CGS
 CQ1557
 CQ1557                          STATION DESCRIPTION
 CQ1557
 CQ1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1557'3.3 MI NW FROM COUSHATTA.
 CQ1557'3.3 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1557'STATION AT COUSHATTA, RED RIVER PARISH, 275 YARDS SOUTHEAST OF THE
 CQ1557'SIGN AND SWITCH AT HAMELL, 155 FEET SOUTHEAST OF MILEPOST 41, 48 FEET
 CQ1557'NORTHWEST OF A FARM-ROAD CROSSING, 28 FEET NORTHEAST OF THE NORTHEAST
 CQ1557'RAIL, AND 8 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED T 105
 CQ1557'1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0737 ***********************************************************************
 BW0737  DESIGNATION -  T 106 RM
 BW0737  PID         -  BW0737
 BW0737  STATE/COUNTY-  LA/CONCORDIA
 BW0737  USGS QUAD   -  SPOKANE (1976)
 BW0737
 BW0737                         *CURRENT SURVEY CONTROL
 BW0737  ___________________________________________________________________
 BW0737* NAD 83(1986)-  31 44 43.     (N)    091 23 41.     (W)     SCALED    
 BW0737* NAVD 88     -        21.48   (+/-2cm)      70.5    (feet)  VERTCON   
 BW0737  ___________________________________________________________________
 BW0737  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0737
 BW0737  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0737
 BW0737.The horizontal coordinates were scaled from a topographic map and have
 BW0737.an estimated accuracy of +/- 6 seconds.
 BW0737
 BW0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0737.The vertical order pertains to the NGVD 29 superseded value.
 BW0737
 BW0737.The geoid height was determined by GEOID03.
 BW0737
 BW0737;                    North         East    Units  Estimated Accuracy
 BW0737;SPC LA N     -   138,600.    1,104,720.      MT  (+/- 180 meters Scaled)
 BW0737
 BW0737                          SUPERSEDED SURVEY CONTROL
 BW0737
 BW0737  NGVD 29 (??/??/92)   21.49   (m)           70.5    (f) COMPUTED    1 2
 BW0737
 BW0737.Superseded values are not recommended for survey control.
 BW0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0737.See file dsdata.txt to determine how the superseded data were derived.
 BW0737
 BW0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR520133(NAD 83)
 BW0737_MARKER: S = SPIKE
 BW0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0737_SP_SET: TREE
 BW0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0737
 BW0737  HISTORY     - Date     Condition        Report By
 BW0737  HISTORY     - UNK      MONUMENTED       CGS
 BW0737  HISTORY     - 1938     GOOD             NGS
 BW0737
 BW0737                          STATION DESCRIPTION
 BW0737
 BW0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0737'IN LOWER LARGENT LANDING.
 BW0737'AT LOWER LARGENT LANDING, CONCORDIA PARISH, 200 FEET BELOW BENCH MARK
 BW0737'T 106, ON THE SOUTH EDGE OF A CLEARED LINE ALONG RANGE 176, ON THE
 BW0737'UPSTREAM SIDE OF A BLAZED 28-INCH WILLOW TREE, IN THE BOTTOM OF THE
 BW0737'BLAZE, AND 3 FEET ABOVE THE GROUND. A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0715 ***********************************************************************
 BX0715  DESIGNATION -  T 110
 BX0715  PID         -  BX0715
 BX0715  STATE/COUNTY-  LA/GRANT
 BX0715  USGS QUAD   -  BALL (1993)
 BX0715
 BX0715                         *CURRENT SURVEY CONTROL
 BX0715  ___________________________________________________________________
 BX0715* NAD 83(1986)-  31 27 55.     (N)    092 26 48.     (W)     SCALED    
 BX0715* NAVD 88     -        62.42   (+/-2cm)     204.8    (feet)  VERTCON   
 BX0715  ___________________________________________________________________
 BX0715  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX0715
 BX0715  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0715
 BX0715.The horizontal coordinates were scaled from a topographic map and have
 BX0715.an estimated accuracy of +/- 6 seconds.
 BX0715
 BX0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0715.The vertical order pertains to the NGVD 29 superseded value.
 BX0715
 BX0715.The geoid height was determined by GEOID03.
 BX0715
 BX0715;                    North         East    Units  Estimated Accuracy
 BX0715;SPC LA N     -   107,030.    1,005,070.      MT  (+/- 180 meters Scaled)
 BX0715
 BX0715                          SUPERSEDED SURVEY CONTROL
 BX0715
 BX0715  NGVD 29 (??/??/??)   62.406  (m)          204.74   (f) ADJUSTED    1 2
 BX0715
 BX0715.Superseded values are not recommended for survey control.
 BX0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0715.See file dsdata.txt to determine how the superseded data were derived.
 BX0715
 BX0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ525813(NAD 83)
 BX0715_MARKER: DB = BENCH MARK DISK
 BX0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0715_STAMPING: T 110 145
 BX0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0715+STABILITY: SURFACE MOTION
 BX0715
 BX0715  HISTORY     - Date     Condition        Report By
 BX0715  HISTORY     - 1945     MONUMENTED       CGS
 BX0715  HISTORY     - 1966     GOOD             CGS
 BX0715
 BX0715                          STATION DESCRIPTION
 BX0715
 BX0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0715'1.4 MI W FROM SIMMS.
 BX0715'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 768 FROM THE STATION SIGN AT
 BX0715'SIMMS SIDING ALONG THE MISSOURI PACIFIC RAILROAD, IN SECTION 26, T 6
 BX0715'N, R 1 W, ABOUT 0.25 MILE EAST OF THE CREST OF A HILL, ABOUT 233 YARDS
 BX0715'WEST OF A 48-INCH CONCRETE PIPE CULVERT, 60 FEET SOUTH OF THE CENTER
 BX0715'LINE OF THE HIGHWAY, 39 FEET WEST OF THE CENTER LINE OF A DIM TRACK
 BX0715'ROAD LEADING SOUTH, ON THE NORTH EDGE OF A SMALL MOUND, 3.2 FEET
 BX0715'SOUTHEAST OF A 4-INCH PINE TREE BEARING A WITNESS SHIELD, 2.2 FEET
 BX0715'WEST OF A WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BX0715'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0687 ***********************************************************************
 CQ0687  DESIGNATION -  T 114
 CQ0687  PID         -  CQ0687
 CQ0687  STATE/COUNTY-  LA/OUACHITA
 CQ0687  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0687
 CQ0687                         *CURRENT SURVEY CONTROL
 CQ0687  ___________________________________________________________________
 CQ0687* NAD 83(1986)-  32 25 39.     (N)    092 10 42.     (W)     SCALED    
 CQ0687* NAVD 88     -        24.08   (+/-2cm)      79.0    (feet)  VERTCON   
 CQ0687  ___________________________________________________________________
 CQ0687  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0687
 CQ0687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0687
 CQ0687.The horizontal coordinates were scaled from a topographic map and have
 CQ0687.an estimated accuracy of +/- 6 seconds.
 CQ0687
 CQ0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0687.The vertical order pertains to the NGVD 29 superseded value.
 CQ0687
 CQ0687.The geoid height was determined by GEOID03.
 CQ0687
 CQ0687;                    North         East    Units  Estimated Accuracy
 CQ0687;SPC LA N     -   213,760.    1,030,250.      MT  (+/- 180 meters Scaled)
 CQ0687
 CQ0687                          SUPERSEDED SURVEY CONTROL
 CQ0687
 CQ0687  NGVD 29 (??/??/??)   24.121  (m)           79.14   (f) ADJUSTED    2 0
 CQ0687
 CQ0687.Superseded values are not recommended for survey control.
 CQ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0687.See file dsdata.txt to determine how the superseded data were derived.
 CQ0687
 CQ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR772881(NAD 83)
 CQ0687_MARKER: DB = BENCH MARK DISK
 CQ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0687_STAMPING: T 114 1949
 CQ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0687+STABILITY: SURFACE MOTION
 CQ0687
 CQ0687  HISTORY     - Date     Condition        Report By
 CQ0687  HISTORY     - 1949     MONUMENTED       CGS
 CQ0687
 CQ0687                          STATION DESCRIPTION
 CQ0687
 CQ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0687'4.5 MI S FROM BROWNVILLE.
 CQ0687'4.5 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0687'HIGHWAYS 200 AND 1607 AT BROWNVILLE, AT A Y ROAD JUNCTION, IN THE EDGE
 CQ0687'OF A WOODS.  110 FEET NORTHEAST OF THE CENTER LINE OF A SIDE ROAD
 CQ0687'LEADING SOUTHEAST, 145 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF
 CQ0687'A CONCRETE CULVERT, 114 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CQ0687'60 FEET NORTHEAST OF THE WEST CORNER OF A SHED, 1.7 FEET WEST OF A
 CQ0687'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 CQ0687'FOOT ABOVE THE GROUND.  NOTE-- REVISED DESCRIPTION FURNISHED BY USGS
 CQ0687'IN NOVEMBER 1956-- DELETE 60 FEET NORTHEAST OF THE WEST CORNER OF A
 CQ0687'SHED AND INSERT 5 FEET WEST AND 3 FEET NORTH OF THE EAST CORNER OF A
 CQ0687'CONCRETE-BLOCK CHURCH.  THIS MARK WAS NOT DISTURBED DURING
 CQ0687'CONSTRUCTION OF THE NEW CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0583 ***********************************************************************
 CQ0583  DESIGNATION -  T 115
 CQ0583  PID         -  CQ0583
 CQ0583  STATE/COUNTY-  LA/OUACHITA
 CQ0583  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0583
 CQ0583                         *CURRENT SURVEY CONTROL
 CQ0583  ___________________________________________________________________
 CQ0583* NAD 83(1986)-  32 24 16.     (N)    092 12 01.     (W)     SCALED    
 CQ0583* NAVD 88     -        36.35   (+/-2cm)     119.3    (feet)  VERTCON   
 CQ0583  ___________________________________________________________________
 CQ0583  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0583
 CQ0583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0583
 CQ0583.The horizontal coordinates were scaled from a topographic map and have
 CQ0583.an estimated accuracy of +/- 6 seconds.
 CQ0583
 CQ0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0583.The vertical order pertains to the NGVD 29 superseded value.
 CQ0583
 CQ0583.The geoid height was determined by GEOID03.
 CQ0583
 CQ0583;                    North         East    Units  Estimated Accuracy
 CQ0583;SPC LA N     -   211,200.    1,028,200.      MT  (+/- 180 meters Scaled)
 CQ0583
 CQ0583                          SUPERSEDED SURVEY CONTROL
 CQ0583
 CQ0583  NGVD 29 (??/??/??)   36.388  (m)          119.38   (f) ADJUSTED    2 0
 CQ0583
 CQ0583.Superseded values are not recommended for survey control.
 CQ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0583.See file dsdata.txt to determine how the superseded data were derived.
 CQ0583
 CQ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR752855(NAD 83)
 CQ0583_MARKER: DB = BENCH MARK DISK
 CQ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0583_STAMPING: T 115 1949
 CQ0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0583+STABILITY: SURFACE MOTION
 CQ0583
 CQ0583  HISTORY     - Date     Condition        Report By
 CQ0583  HISTORY     - 1949     MONUMENTED       CGS
 CQ0583
 CQ0583                          STATION DESCRIPTION
 CQ0583
 CQ0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0583'6.6 MI S FROM BROWNVILLE.
 CQ0583'6.6 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0583'HIGHWAYS 200 AND 1607 AT BROWNVILLE, 300 FEET SOUTH OF A FARMHOUSE
 CQ0583'WHICH IS ON THE WEST SIDE OF THE ROAD, 150 FEET NORTH OF ANOTHER
 CQ0583'FARMHOUSE WHICH IS ON THE  E WEST SIDE OF THE ROAD, JUST NORTH OF A
 CQ0583'CURVE IN THE ROAD, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET
 CQ0583'NORTH OF A FENCE CORNER, 1.3 FEET EAST OF A FENCE, H OF 1.8 FEET SOUTH
 CQ0583'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CQ0583'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.6 MILE NORTH OF
 CQ0583'BENCH MARK U 115.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0595 ***********************************************************************
 CQ0595  DESIGNATION -  T 116
 CQ0595  PID         -  CQ0595
 CQ0595  STATE/COUNTY-  LA/CALDWELL
 CQ0595  USGS QUAD   -  BLANKSTON (1989)
 CQ0595
 CQ0595                         *CURRENT SURVEY CONTROL
 CQ0595  ___________________________________________________________________
 CQ0595* NAD 83(1986)-  32 14 45.     (N)    092 13 00.     (W)     SCALED    
 CQ0595* NAVD 88     -        55.40   (+/-2cm)     181.8    (feet)  VERTCON   
 CQ0595  ___________________________________________________________________
 CQ0595  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0595
 CQ0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0595
 CQ0595.The horizontal coordinates were scaled from a topographic map and have
 CQ0595.an estimated accuracy of +/- 6 seconds.
 CQ0595
 CQ0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0595.The vertical order pertains to the NGVD 29 superseded value.
 CQ0595
 CQ0595.The geoid height was determined by GEOID03.
 CQ0595
 CQ0595;                    North         East    Units  Estimated Accuracy
 CQ0595;SPC LA N     -   193,610.    1,026,700.      MT  (+/- 180 meters Scaled)
 CQ0595
 CQ0595                          SUPERSEDED SURVEY CONTROL
 CQ0595
 CQ0595  NGVD 29 (??/??/??)   55.426  (m)          181.84   (f) ADJUSTED    2 0
 CQ0595
 CQ0595.Superseded values are not recommended for survey control.
 CQ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0595.See file dsdata.txt to determine how the superseded data were derived.
 CQ0595
 CQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR737679(NAD 83)
 CQ0595_MARKER: DB = BENCH MARK DISK
 CQ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0595_STAMPING: T 116 1949
 CQ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0595+STABILITY: SURFACE MOTION
 CQ0595
 CQ0595  HISTORY     - Date     Condition        Report By
 CQ0595  HISTORY     - 1949     MONUMENTED       CGS
 CQ0595
 CQ0595                          STATION DESCRIPTION
 CQ0595
 CQ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0595'3.3 MI E FROM VIXEN.
 CQ0595'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0595'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.2
 CQ0595'MILES EAST ALONG A PARISH ROAD.  0.3 MILE EAST OF A T-JUNCTION OF THE
 CQ0595'EAST-WEST ROAD WITH A SIDE ROAD LEADING SOUTH, 56 FEET EAST OF A
 CQ0595'20-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 31
 CQ0595'FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHEAST OF A
 CQ0595'20-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 10
 CQ0595'FEET EAST OF THE CENTER LINE OF A FAINT WOODS ROAD LEADING NORTH, 1.4
 CQ0595'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 CQ0595'DEPTH OF 4 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE--
 CQ0595'STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0645 ***********************************************************************
 CQ0645  DESIGNATION -  T 117
 CQ0645  PID         -  CQ0645
 CQ0645  STATE/COUNTY-  LA/OUACHITA
 CQ0645  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0645
 CQ0645                         *CURRENT SURVEY CONTROL
 CQ0645  ___________________________________________________________________
 CQ0645* NAD 83(1986)-  32 26 14.     (N)    092 12 49.     (W)     SCALED    
 CQ0645* NAVD 88     -        37.44   (+/-2cm)     122.8    (feet)  VERTCON   
 CQ0645  ___________________________________________________________________
 CQ0645  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0645
 CQ0645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0645
 CQ0645.The horizontal coordinates were scaled from a topographic map and have
 CQ0645.an estimated accuracy of +/- 6 seconds.
 CQ0645
 CQ0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0645.The vertical order pertains to the NGVD 29 superseded value.
 CQ0645
 CQ0645.The geoid height was determined by GEOID03.
 CQ0645
 CQ0645;                    North         East    Units  Estimated Accuracy
 CQ0645;SPC LA N     -   214,830.    1,026,930.      MT  (+/- 180 meters Scaled)
 CQ0645
 CQ0645                          SUPERSEDED SURVEY CONTROL
 CQ0645
 CQ0645  NGVD 29 (??/??/??)   37.485  (m)          122.98   (f) ADJUSTED    2 0
 CQ0645
 CQ0645.Superseded values are not recommended for survey control.
 CQ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0645.See file dsdata.txt to determine how the superseded data were derived.
 CQ0645
 CQ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR739891(NAD 83)
 CQ0645_MARKER: DB = BENCH MARK DISK
 CQ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0645_STAMPING: T 117 1949
 CQ0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0645+STABILITY: SURFACE MOTION
 CQ0645
 CQ0645  HISTORY     - Date     Condition        Report By
 CQ0645  HISTORY     - 1949     MONUMENTED       CGS
 CQ0645  HISTORY     - 20050609 GOOD             GEOCAC
 CQ0645
 CQ0645                          STATION DESCRIPTION
 CQ0645
 CQ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0645'4.0 MI SW FROM BAWCOMVILLE.
 CQ0645'4.0 MILES SOUTHWEST ALONG A PARISH ROAD FROM THE BAWCOMVILLE GRADE
 CQ0645'SCHOOL AT BAWCOMVILLE, AT A T-JUNCTION OF ROADS, 288 FEET WEST OF THE
 CQ0645'CENTER LINE OF THE NORTH-SOUTH ROAD, 250 FEET WEST OF A POWER LINE
 CQ0645'METER POLE, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 CQ0645'8 FEET WEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 1.3 FEET
 CQ0645'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 CQ0645'OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0645
 CQ0645                          STATION RECOVERY (2005)
 CQ0645
 CQ0645'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0670 ***********************************************************************
 CQ0670  DESIGNATION -  T 118
 CQ0670  PID         -  CQ0670
 CQ0670  STATE/COUNTY-  LA/OUACHITA
 CQ0670  USGS QUAD   -  CHATHAM SE (1982)
 CQ0670
 CQ0670                         *CURRENT SURVEY CONTROL
 CQ0670  ___________________________________________________________________
 CQ0670* NAD 83(1986)-  32 21 36.     (N)    092 16 04.     (W)     SCALED    
 CQ0670* NAVD 88     -        70.87   (+/-2cm)     232.5    (feet)  VERTCON   
 CQ0670  ___________________________________________________________________
 CQ0670  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0670
 CQ0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0670
 CQ0670.The horizontal coordinates were scaled from a topographic map and have
 CQ0670.an estimated accuracy of +/- 6 seconds.
 CQ0670
 CQ0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0670.The vertical order pertains to the NGVD 29 superseded value.
 CQ0670
 CQ0670.The geoid height was determined by GEOID03.
 CQ0670
 CQ0670;                    North         East    Units  Estimated Accuracy
 CQ0670;SPC LA N     -   206,250.    1,021,860.      MT  (+/- 180 meters Scaled)
 CQ0670
 CQ0670                          SUPERSEDED SURVEY CONTROL
 CQ0670
 CQ0670  NGVD 29 (??/??/??)   70.909  (m)          232.64   (f) ADJUSTED    2 0
 CQ0670
 CQ0670.Superseded values are not recommended for survey control.
 CQ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0670.See file dsdata.txt to determine how the superseded data were derived.
 CQ0670
 CQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR688805(NAD 83)
 CQ0670_MARKER: DB = BENCH MARK DISK
 CQ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0670_STAMPING: T 118 1949
 CQ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0670+STABILITY: SURFACE MOTION
 CQ0670
 CQ0670  HISTORY     - Date     Condition        Report By
 CQ0670  HISTORY     - 1949     MONUMENTED       CGS
 CQ0670  HISTORY     - 1950     GOOD             CGS
 CQ0670  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0670
 CQ0670                          STATION DESCRIPTION
 CQ0670
 CQ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0670'5.4 MI NW FROM LUNA.
 CQ0670'1.3 MILES WEST ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0670'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 0.8 MILE WEST ALONG A PARISH
 CQ0670'ROAD, THENCE 2.3 MILES NORTH ALONG A PARISH ROAD, THENCE 1.0 MILE
 CQ0670'NORTHWEST ALONG A WOODS ROAD.  0.1 MILE NORTHEAST OF A WOODEN BRIDGE
 CQ0670'WHICH IS AT THE BOTTOM OF A HILL, ABOUT MIDWAY BETWEEN TWO CURVES, 24
 CQ0670'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF A
 CQ0670'TELEPHONE POLE, 7 FEET WEST OF A 6 INCH TRIANGULAR BLAZED GUM TREE,
 CQ0670'1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ0670'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.0
 CQ0670'MILE SOUTHEAST OF BENCH MARK S 118.
 CQ0670
 CQ0670                          STATION RECOVERY (1990)
 CQ0670
 CQ0670'RECOVERY NOTE BY US POWER SQUADRON 1990 (GW)
 CQ0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0600 ***********************************************************************
 CQ0600  DESIGNATION -  T 119
 CQ0600  PID         -  CQ0600
 CQ0600  STATE/COUNTY-  LA/CALDWELL
 CQ0600  USGS QUAD   -  VIXEN (1989)
 CQ0600
 CQ0600                         *CURRENT SURVEY CONTROL
 CQ0600  ___________________________________________________________________
 CQ0600* NAD 83(1986)-  32 11 26.     (N)    092 16 26.     (W)     SCALED    
 CQ0600* NAVD 88     -        42.32   (+/-2cm)     138.8    (feet)  VERTCON   
 CQ0600  ___________________________________________________________________
 CQ0600  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0600
 CQ0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0600
 CQ0600.The horizontal coordinates were scaled from a topographic map and have
 CQ0600.an estimated accuracy of +/- 6 seconds.
 CQ0600
 CQ0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0600.The vertical order pertains to the NGVD 29 superseded value.
 CQ0600
 CQ0600.The geoid height was determined by GEOID03.
 CQ0600
 CQ0600;                    North         East    Units  Estimated Accuracy
 CQ0600;SPC LA N     -   187,460.    1,021,320.      MT  (+/- 180 meters Scaled)
 CQ0600
 CQ0600                          SUPERSEDED SURVEY CONTROL
 CQ0600
 CQ0600  NGVD 29 (??/??/??)   42.346  (m)          138.93   (f) ADJUSTED    2 0
 CQ0600
 CQ0600.Superseded values are not recommended for survey control.
 CQ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0600.See file dsdata.txt to determine how the superseded data were derived.
 CQ0600
 CQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR684617(NAD 83)
 CQ0600_MARKER: DB = BENCH MARK DISK
 CQ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0600_STAMPING: T 119 1949
 CQ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0600+STABILITY: SURFACE MOTION
 CQ0600
 CQ0600  HISTORY     - Date     Condition        Report By
 CQ0600  HISTORY     - 1949     MONUMENTED       CGS
 CQ0600  HISTORY     - 1950     GOOD             CGS
 CQ0600
 CQ0600                          STATION DESCRIPTION
 CQ0600
 CQ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0600'4.9 MI S FROM VIXEN.
 CQ0600'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE JUNCTION OF
 CQ0600'STATE HIGHWAY NO. 17 WITH STATE HIGHWAY NO. 200 AT VIXEN, THENCE 3.0
 CQ0600'MILES SOUTHWEST ALONG A PARISH ROAD, ON THE EAST SIDE OF A HILL
 CQ0600'SLOPING DOWN TO THE EAST, ABOUT 0.1 MILE SOUTHEAST OF AN OLD FARMHOUSE
 CQ0600'SITE, AT THE CORNER OF A FENCE, 30 FEET NORTH OF AN 8-INCH PINE WITH A
 CQ0600'TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 19 FEET NORTH OF THE
 CQ0600'CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF A CORNER FENCE POST, 1.5
 CQ0600'FEET EAST OF A FENCE, 2.1 FEET NORTH OF A REFERENCE POST, SET IN THE
 CQ0600'TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.6 FOOT
 CQ0600'ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0845 ***********************************************************************
 CQ0845  DESIGNATION -  T 120
 CQ0845  PID         -  CQ0845
 CQ0845  STATE/COUNTY-  LA/CALDWELL
 CQ0845  USGS QUAD   -  CLARKS (1989)
 CQ0845
 CQ0845                         *CURRENT SURVEY CONTROL
 CQ0845  ___________________________________________________________________
 CQ0845* NAD 83(1986)-  32 04 48.     (N)    092 13 27.     (W)     SCALED    
 CQ0845* NAVD 88     -        41.58   (+/-2cm)     136.4    (feet)  VERTCON   
 CQ0845  ___________________________________________________________________
 CQ0845  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0845
 CQ0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0845
 CQ0845.The horizontal coordinates were scaled from a topographic map and have
 CQ0845.an estimated accuracy of +/- 6 seconds.
 CQ0845
 CQ0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0845.The vertical order pertains to the NGVD 29 superseded value.
 CQ0845
 CQ0845.The geoid height was determined by GEOID03.
 CQ0845
 CQ0845;                    North         East    Units  Estimated Accuracy
 CQ0845;SPC LA N     -   175,220.    1,026,040.      MT  (+/- 180 meters Scaled)
 CQ0845
 CQ0845                          SUPERSEDED SURVEY CONTROL
 CQ0845
 CQ0845  NGVD 29 (??/??/??)   41.604  (m)          136.50   (f) ADJUSTED    2 0
 CQ0845
 CQ0845.Superseded values are not recommended for survey control.
 CQ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0845.See file dsdata.txt to determine how the superseded data were derived.
 CQ0845
 CQ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR732495(NAD 83)
 CQ0845_MARKER: DB = BENCH MARK DISK
 CQ0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0845_STAMPING: T 120 1950
 CQ0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0845+STABILITY: SURFACE MOTION
 CQ0845
 CQ0845  HISTORY     - Date     Condition        Report By
 CQ0845  HISTORY     - 1950     MONUMENTED       CGS
 CQ0845
 CQ0845                          STATION DESCRIPTION
 CQ0845
 CQ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0845'7.65 MI NW FROM GRAYSON.
 CQ0845'6.85 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI PACIFIC
 CQ0845'RAILROAD STATION AT GRAYSON, THENCE 0.8 MILE WEST ALONG A GRADED DIRT
 CQ0845'ROAD.  AT A ROAD JUNCTION, 67 FEET WEST OF THE EXTENDED CENTER LINE OF
 CQ0845'A ROAD LEADING SOUTH, 30 FEET WEST OF THE CENTER LINE OF A TRAIL
 CQ0845'LEADING NORTH, 20 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 CQ0845'1.6 FEET SOUTH OF A POWER POLE, 1.2 FEET WEST OF A REFERENCE POST, AND
 CQ0845'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CQ0845'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1628 ***********************************************************************
 BX1628  DESIGNATION -  T 121
 BX1628  PID         -  BX1628
 BX1628  STATE/COUNTY-  LA/GRANT
 BX1628  USGS QUAD   -  SAVAGE CREEK (1985)
 BX1628
 BX1628                         *CURRENT SURVEY CONTROL
 BX1628  ___________________________________________________________________
 BX1628* NAD 83(1986)-  31 40 28.     (N)    092 41 34.     (W)     SCALED    
 BX1628* NAVD 88     -        40.92   (+/-2cm)     134.3    (feet)  VERTCON   
 BX1628  ___________________________________________________________________
 BX1628  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1628
 BX1628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1628
 BX1628.The horizontal coordinates were scaled from a topographic map and have
 BX1628.an estimated accuracy of +/- 6 seconds.
 BX1628
 BX1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1628.The vertical order pertains to the NGVD 29 superseded value.
 BX1628
 BX1628.The geoid height was determined by GEOID03.
 BX1628
 BX1628;                    North         East    Units  Estimated Accuracy
 BX1628;SPC LA N     -   130,230.      981,720.      MT  (+/- 180 meters Scaled)
 BX1628
 BX1628                          SUPERSEDED SURVEY CONTROL
 BX1628
 BX1628  NGVD 29 (??/??/??)   40.930  (m)          134.28   (f) ADJUSTED    2 0
 BX1628
 BX1628.Superseded values are not recommended for survey control.
 BX1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1628.See file dsdata.txt to determine how the superseded data were derived.
 BX1628
 BX1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR291043(NAD 83)
 BX1628_MARKER: DB = BENCH MARK DISK
 BX1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1628_STAMPING: T 121 1949
 BX1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1628+STABILITY: SURFACE MOTION
 BX1628
 BX1628  HISTORY     - Date     Condition        Report By
 BX1628  HISTORY     - 1949     MONUMENTED       CGS
 BX1628
 BX1628                          STATION DESCRIPTION
 BX1628
 BX1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1628'4.5 MI SE FROM NEW VERDA.
 BX1628'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1628'VERDA, THENCE 2.7 MILES SOUTHEAST ALONG STATE HIGHWAYS 162 AND 475,
 BX1628'THENCE 0.6 MILE EAST ALONG A WINDING DIRT ROAD, 7.0 FEET EAST OF A 14
 BX1628'INCH TRIANGULAR BLAZED PINE TREE, 6.0 FEET WEST OF A 10 INCH
 BX1628'TRIANGULAR BLAZED PINE TREE, 1.6 FEET WEST OF A WITNESS POST, SET IN
 BX1628'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1362 ***********************************************************************
 BX1362  DESIGNATION -  T 122
 BX1362  PID         -  BX1362
 BX1362  STATE/COUNTY-  LA/GRANT
 BX1362  USGS QUAD   -  ALOHA (1992)
 BX1362
 BX1362                         *CURRENT SURVEY CONTROL
 BX1362  ___________________________________________________________________
 BX1362* NAD 83(1986)-  31 35 38.     (N)    092 46 43.     (W)     SCALED    
 BX1362* NAVD 88     -        29.79   (+/-2cm)      97.7    (feet)  VERTCON   
 BX1362  ___________________________________________________________________
 BX1362  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1362
 BX1362  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1362
 BX1362.The horizontal coordinates were scaled from a topographic map and have
 BX1362.an estimated accuracy of +/- 6 seconds.
 BX1362
 BX1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1362.The vertical order pertains to the NGVD 29 superseded value.
 BX1362
 BX1362.The geoid height was determined by GEOID03.
 BX1362
 BX1362;                    North         East    Units  Estimated Accuracy
 BX1362;SPC LA N     -   121,320.      973,560.      MT  (+/- 180 meters Scaled)
 BX1362
 BX1362                          SUPERSEDED SURVEY CONTROL
 BX1362
 BX1362  NGVD 29 (??/??/??)   29.806  (m)           97.79   (f) ADJUSTED    1 1
 BX1362
 BX1362.Superseded values are not recommended for survey control.
 BX1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1362.See file dsdata.txt to determine how the superseded data were derived.
 BX1362
 BX1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ210954(NAD 83)
 BX1362_MARKER: DB = BENCH MARK DISK
 BX1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1362_STAMPING: T 122 1949
 BX1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1362+STABILITY: SURFACE MOTION
 BX1362
 BX1362  HISTORY     - Date     Condition        Report By
 BX1362  HISTORY     - 1949     MONUMENTED       CGS
 BX1362  HISTORY     - 1969     GOOD             CGS
 BX1362  HISTORY     - 20010922 GOOD             USPSQD
 BX1362  HISTORY     - 20060610 GOOD             USPSQD
 BX1362
 BX1362                          STATION DESCRIPTION
 BX1362
 BX1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1362'8.0 MI NW FROM COLFAX.
 BX1362'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE COUNTY
 BX1362'COURTHOUSE AT COLFAX, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 158,
 BX1362'THENCE 5.1 MILES NORTHWEST ALONG U. S. HIGHWAY 71, IN SECTION 9, T 7
 BX1362'N, R 4 W, 40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 BX1362'NORTHWEST OF A PRIVATE ROAD, 5 FEET EAST OF A CORNER FENCE POST, 1
 BX1362'FOOT SOUTHEAST OF A FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 BX1362'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1362'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1362
 BX1362                          STATION RECOVERY (2001)
 BX1362
 BX1362'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1362'RECOVERED IN GOOD CONDITION.
 BX1362
 BX1362                          STATION RECOVERY (2006)
 BX1362
 BX1362'RECOVERY NOTE BY US POWER SQUADRON 2006
 BX1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0384 ***********************************************************************
 BX0384  DESIGNATION -  T 123
 BX0384  PID         -  BX0384
 BX0384  STATE/COUNTY-  LA/CALDWELL
 BX0384  USGS QUAD   -  HOLUM (1988)
 BX0384
 BX0384                         *CURRENT SURVEY CONTROL
 BX0384  ___________________________________________________________________
 BX0384* NAD 83(1986)-  31 58 10.     (N)    092 06 43.     (W)     SCALED    
 BX0384* NAVD 88     -        56.68   (+/-2cm)     186.0    (feet)  VERTCON   
 BX0384  ___________________________________________________________________
 BX0384  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0384
 BX0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0384
 BX0384.The horizontal coordinates were scaled from a topographic map and have
 BX0384.an estimated accuracy of +/- 6 seconds.
 BX0384
 BX0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0384.The vertical order pertains to the NGVD 29 superseded value.
 BX0384
 BX0384.The geoid height was determined by GEOID03.
 BX0384
 BX0384;                    North         East    Units  Estimated Accuracy
 BX0384;SPC LA N     -   162,990.    1,036,680.      MT  (+/- 180 meters Scaled)
 BX0384
 BX0384                          SUPERSEDED SURVEY CONTROL
 BX0384
 BX0384  NGVD 29 (??/??/??)   56.687  (m)          185.98   (f) ADJUSTED    2 0
 BX0384
 BX0384.Superseded values are not recommended for survey control.
 BX0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0384.See file dsdata.txt to determine how the superseded data were derived.
 BX0384
 BX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR839373(NAD 83)
 BX0384_MARKER: DB = BENCH MARK DISK
 BX0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0384_STAMPING: T 123 1949
 BX0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0384+STABILITY: SURFACE MOTION
 BX0384
 BX0384  HISTORY     - Date     Condition        Report By
 BX0384  HISTORY     - 1949     MONUMENTED       CGS
 BX0384  HISTORY     - 1950     GOOD             CGS
 BX0384
 BX0384                          STATION DESCRIPTION
 BX0384
 BX0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0384'4.8 MI E FROM KELLY.
 BX0384'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 246 FROM THE MISSOURI PACIFIC
 BX0384'RAILROAD STATION AT KELLY, THENCE 0.8 MILE NORTHEAST ALONG STATE
 BX0384'HIGHWAY 1932 AT A JUNCTION WITH STATE HIGHWAY 1093, 101 FEET SOUTHWEST
 BX0384'OF A POWER POLE, 96 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY
 BX0384'INTERSECTION, 33 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 BX0384'1932, 31.6 FEET NORTHWEST OF A 14-INCH BLAZED OAK TREE, 2 FEET
 BX0384'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0384'PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0385 ***********************************************************************
 BX0385  DESIGNATION -  T 123 RESET 1959
 BX0385  PID         -  BX0385
 BX0385  STATE/COUNTY-  LA/CALDWELL
 BX0385  USGS QUAD   -  HOLUM (1988)
 BX0385
 BX0385                         *CURRENT SURVEY CONTROL
 BX0385  ___________________________________________________________________
 BX0385* NAD 83(1986)-  31 58 11.     (N)    092 06 43.     (W)     SCALED    
 BX0385* NAVD 88     -        56.54   (+/-2cm)     185.5    (feet)  VERTCON   
 BX0385  ___________________________________________________________________
 BX0385  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0385
 BX0385  VERT ORDER  -  THIRD (See Below)
 BX0385
 BX0385.The horizontal coordinates were scaled from a topographic map and have
 BX0385.an estimated accuracy of +/- 6 seconds.
 BX0385
 BX0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0385.The vertical order pertains to the NGVD 29 superseded value.
 BX0385
 BX0385.The geoid height was determined by GEOID03.
 BX0385
 BX0385;                    North         East    Units  Estimated Accuracy
 BX0385;SPC LA N     -   163,020.    1,036,680.      MT  (+/- 180 meters Scaled)
 BX0385
 BX0385                          SUPERSEDED SURVEY CONTROL
 BX0385
 BX0385  NGVD 29 (??/??/??)   56.55   (m)          185.5    (f) RESET       3  
 BX0385
 BX0385.Superseded values are not recommended for survey control.
 BX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0385.See file dsdata.txt to determine how the superseded data were derived.
 BX0385
 BX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR839374(NAD 83)
 BX0385_MARKER: DB = BENCH MARK DISK
 BX0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0385_STAMPING: T 123 RESET 1959
 BX0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0385+STABILITY: SURFACE MOTION
 BX0385
 BX0385  HISTORY     - Date     Condition        Report By
 BX0385  HISTORY     - 1959     MONUMENTED       CGS
 BX0385
 BX0385                          STATION DESCRIPTION
 BX0385
 BX0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BX0385'4.0 MI SE FROM KELLY.
 BX0385'THE MARK IS LOCATED 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 506 FROM
 BX0385'THE MISSOURI PACIFIC RAILROAD STATION, THENCE 0.8 MILE NORTHEAST ALONG
 BX0385'STATE HIGHWAY 849 TO THE JUNCTION WITH STATE HIGHWAY 850.  IT IS 42
 BX0385'FEET SOUTHEAST OF THE CENTERLINE OF STATE 849, 105 FEET SOUTHWEST OF
 BX0385'THE CENTER OF THE INTERSECTION, 95 FEET WEST-SOUTHWEST OF A POWER
 BX0385'POLE, 159 FEET WEST-SOUTHWEST OF A POWER POLE, 30 FEET WEST OF THE
 BX0385'CENTER OF A WOODS ROAD AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST
 BX0385'BEARING A WHITE SIGN, AND SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BX0385'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0485 ***********************************************************************
 BX0485  DESIGNATION -  T 124
 BX0485  PID         -  BX0485
 BX0485  STATE/COUNTY-  LA/LA SALLE
 BX0485  USGS QUAD   -  OLLA EAST (1984)
 BX0485
 BX0485                         *CURRENT SURVEY CONTROL
 BX0485  ___________________________________________________________________
 BX0485* NAD 83(1986)-  31 52 32.     (N)    092 08 38.     (W)     SCALED    
 BX0485* NAVD 88     -        46.50   (+/-2cm)     152.6    (feet)  VERTCON   
 BX0485  ___________________________________________________________________
 BX0485  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0485
 BX0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0485
 BX0485.The horizontal coordinates were scaled from a topographic map and have
 BX0485.an estimated accuracy of +/- 6 seconds.
 BX0485
 BX0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0485.The vertical order pertains to the NGVD 29 superseded value.
 BX0485
 BX0485.The geoid height was determined by GEOID03.
 BX0485
 BX0485;                    North         East    Units  Estimated Accuracy
 BX0485;SPC LA N     -   152,570.    1,033,690.      MT  (+/- 180 meters Scaled)
 BX0485
 BX0485                          SUPERSEDED SURVEY CONTROL
 BX0485
 BX0485  NGVD 29 (??/??/??)   46.509  (m)          152.59   (f) ADJUSTED    2 0
 BX0485
 BX0485.Superseded values are not recommended for survey control.
 BX0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0485.See file dsdata.txt to determine how the superseded data were derived.
 BX0485
 BX0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR809269(NAD 83)
 BX0485_MARKER: DB = BENCH MARK DISK
 BX0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0485_STAMPING: T 124 1949
 BX0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0485+STABILITY: SURFACE MOTION
 BX0485
 BX0485  HISTORY     - Date     Condition        Report By
 BX0485  HISTORY     - 1949     MONUMENTED       CGS
 BX0485  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0485
 BX0485                          STATION DESCRIPTION
 BX0485
 BX0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX0485'9.0 MI SE FROM OLLA.
 BX0485'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 BX0485'OLLA, THENCE 2.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 BX0485'SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A GRAVELED
 BX0485'ROAD, AT A JUNCTION WITH AN ABANDONED ROAD LEADING SOUTHEAST, 7 FEET
 BX0485'NORTHWEST OF AN 18 INCH BLAZED OAK TREE, 57 FEET EAST OF THE CENTER
 BX0485'LINE OF THE GRAVELED ROAD, 24 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX0485'ABANDONED ROAD, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 BX0485'OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 BX0485
 BX0485                          STATION RECOVERY (1981)
 BX0485
 BX0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0513 ***********************************************************************
 BX0513  DESIGNATION -  T 125
 BX0513  PID         -  BX0513
 BX0513  STATE/COUNTY-  LA/LA SALLE
 BX0513  USGS QUAD   -  JENA WEST (1985)
 BX0513
 BX0513                         *CURRENT SURVEY CONTROL
 BX0513  ___________________________________________________________________
 BX0513* NAD 83(1986)-  31 43 50.     (N)    092 14 06.     (W)     SCALED    
 BX0513* NAVD 88     -        40.43   (+/-2cm)     132.6    (feet)  VERTCON   
 BX0513  ___________________________________________________________________
 BX0513  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0513
 BX0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0513
 BX0513.The horizontal coordinates were scaled from a topographic map and have
 BX0513.an estimated accuracy of +/- 6 seconds.
 BX0513
 BX0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0513.The vertical order pertains to the NGVD 29 superseded value.
 BX0513
 BX0513.The geoid height was determined by GEOID03.
 BX0513
 BX0513;                    North         East    Units  Estimated Accuracy
 BX0513;SPC LA N     -   136,470.    1,025,110.      MT  (+/- 180 meters Scaled)
 BX0513
 BX0513                          SUPERSEDED SURVEY CONTROL
 BX0513
 BX0513  NGVD 29 (??/??/??)   40.432  (m)          132.65   (f) ADJUSTED    2 0
 BX0513
 BX0513.Superseded values are not recommended for survey control.
 BX0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0513.See file dsdata.txt to determine how the superseded data were derived.
 BX0513
 BX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR724108(NAD 83)
 BX0513_MARKER: DB = BENCH MARK DISK
 BX0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0513_STAMPING: T 125 1950
 BX0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0513+STABILITY: SURFACE MOTION
 BX0513
 BX0513  HISTORY     - Date     Condition        Report By
 BX0513  HISTORY     - 1950     MONUMENTED       CGS
 BX0513
 BX0513                          STATION DESCRIPTION
 BX0513
 BX0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0513'7.25 MI NW FROM JENA.
 BX0513'7.25 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BX0513'JENA, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 44.0 FEET
 BX0513'SOUTH OF THE SOUTHEAST END OF A 14-INCH CONCRETE TUBE CULVERT, 29 FEET
 BX0513'SOUTHEAST OF THE CENTER LINE OF A T ROAD LEADING SOUTHWEST, 1.9 FEET
 BX0513'NORTH OF A REFERENCE POST, SET IN THE TOP OF A 3.5-FOOT CONCRETE POST
 BX0513'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0458 ***********************************************************************
 BX0458  DESIGNATION -  T 126 RESET
 BX0458  PID         -  BX0458
 BX0458  STATE/COUNTY-  LA/LA SALLE
 BX0458  USGS QUAD   -  HOLUM (1988)
 BX0458
 BX0458                         *CURRENT SURVEY CONTROL
 BX0458  ___________________________________________________________________
 BX0458* NAD 83(1986)-  31 54 57.     (N)    092 02 07.     (W)     SCALED    
 BX0458* NAVD 88     -        65.75   (+/-2cm)     215.7    (feet)  VERTCON   
 BX0458  ___________________________________________________________________
 BX0458  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0458
 BX0458  VERT ORDER  -  THIRD (See Below)
 BX0458
 BX0458.The horizontal coordinates were scaled from a topographic map and have
 BX0458.an estimated accuracy of +/- 6 seconds.
 BX0458
 BX0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0458.The vertical order pertains to the NGVD 29 superseded value.
 BX0458
 BX0458.The geoid height was determined by GEOID03.
 BX0458
 BX0458;                    North         East    Units  Estimated Accuracy
 BX0458;SPC LA N     -   157,080.    1,043,950.      MT  (+/- 180 meters Scaled)
 BX0458
 BX0458                          SUPERSEDED SURVEY CONTROL
 BX0458
 BX0458  NGVD 29 (??/??/??)   65.76   (m)          215.7    (f) RESET       3  
 BX0458
 BX0458.Superseded values are not recommended for survey control.
 BX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0458.See file dsdata.txt to determine how the superseded data were derived.
 BX0458
 BX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR912315(NAD 83)
 BX0458_MARKER: DB = BENCH MARK DISK
 BX0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0458_SP_SET: CONCRETE POST
 BX0458_STAMPING: T 126 RESET 1958
 BX0458_MARK LOGO: CGS   
 BX0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0458+STABILITY: SURFACE MOTION
 BX0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0458+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 BX0458
 BX0458  HISTORY     - Date     Condition        Report By
 BX0458  HISTORY     - 1958     MONUMENTED       CGS
 BX0458  HISTORY     - 19890606 GOOD             LADTD
 BX0458
 BX0458                          STATION DESCRIPTION
 BX0458
 BX0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0458'2.9 MI NW FROM ROSEFIELD.
 BX0458'2.9 MILES NORTHWEST ALONG STATE HIGHWAY 126 FROM THE CEMETERY AT
 BX0458'ROSEFIELD, ON THE HIGHWAY RIGHT-OF-WAY, 40 FEET WEST OF THE CENTERLINE
 BX0458'OF THE HIGHWAY, 99.5 FEET NORTH OF A RIGHT-OF-WAY MARKER, 268 FEET
 BX0458'SOUTH OF THE CENTER OF A LARGE CULVERT UNDER THE HIGHWAY, AND ON THE
 BX0458'NORTH SLOPE OF A SMALL KNOLL WITH PINE TREES TO THE WEST.  THE DISK IS
 BX0458'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 BX0458
 BX0458                          STATION RECOVERY (1989)
 BX0458
 BX0458'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX0458'THE STATION IS LOCATED ABOUT 11.5 KM (7.15 MI) SOUTHEAST OF HOLUM AND
 BX0458'4.7 KM (2.90 MI) NORTHWEST OF ROSEFIELD.  OWNERSHIP--LOUISIANA
 BX0458'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX0458'TO REACH THE STATION FROM THE CEMETERY AT ROSEFIELD, AT THE JUNCTION
 BX0458'OF STATE HIGHWAYS 124 AND 126, GO NORTHWEST FOR 4.7 KM (2.90 MI) ON
 BX0458'HIGHWAY 126 TO THE MARK ON THE LEFT.
 BX0458'THE STATION IS 81.7 M (268.0 FT) SOUTHWEST FROM THE CENTER OF A LARGE
 BX0458'CULVERT UNDER THE HIGHWAY, 30.3 M (99.4 FT) NORTH FROM A RIGHT-OF-WAY
 BX0458'MARKER, 12.2 M (40.0 FT) WEST FROM THE CENTER OF THE HIGHWAY AND 0.3 M
 BX0458'(1.0 FT) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK
 BX0458'IS PROJECTING 15 CM ABOVE THE GROUND AND ABOUT 0.6 M (2.0 FT) ABOVE
 BX0458'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0813 ***********************************************************************
 CQ0813  DESIGNATION -  T 127
 CQ0813  PID         -  CQ0813
 CQ0813  STATE/COUNTY-  LA/CALDWELL
 CQ0813  USGS QUAD   -  CLARKS (1989)
 CQ0813
 CQ0813                         *CURRENT SURVEY CONTROL
 CQ0813  ___________________________________________________________________
 CQ0813* NAD 83(1986)-  32 04 50.     (N)    092 11 36.     (W)     SCALED    
 CQ0813* NAVD 88     -        32.82   (+/-2cm)     107.7    (feet)  VERTCON   
 CQ0813  ___________________________________________________________________
 CQ0813  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0813
 CQ0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0813
 CQ0813.The horizontal coordinates were scaled from a topographic map and have
 CQ0813.an estimated accuracy of +/- 6 seconds.
 CQ0813
 CQ0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0813.The vertical order pertains to the NGVD 29 superseded value.
 CQ0813
 CQ0813.The geoid height was determined by GEOID03.
 CQ0813
 CQ0813;                    North         East    Units  Estimated Accuracy
 CQ0813;SPC LA N     -   175,290.    1,028,950.      MT  (+/- 180 meters Scaled)
 CQ0813
 CQ0813                          SUPERSEDED SURVEY CONTROL
 CQ0813
 CQ0813  NGVD 29 (??/??/??)   32.841  (m)          107.75   (f) ADJUSTED    2 0
 CQ0813
 CQ0813.Superseded values are not recommended for survey control.
 CQ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0813.See file dsdata.txt to determine how the superseded data were derived.
 CQ0813
 CQ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR761496(NAD 83)
 CQ0813_MARKER: DB = BENCH MARK DISK
 CQ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0813_STAMPING: T 127 1950
 CQ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0813+STABILITY: SURFACE MOTION
 CQ0813
 CQ0813  HISTORY     - Date     Condition        Report By
 CQ0813  HISTORY     - 1950     MONUMENTED       CGS
 CQ0813  HISTORY     - 1981     GOOD             LADTD
 CQ0813  HISTORY     - 19860110 MARK NOT FOUND   USPSQD
 CQ0813
 CQ0813                          STATION DESCRIPTION
 CQ0813
 CQ0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0813'5.85 MI NW FROM GRAYSON.
 CQ0813'5.85 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI PACIFIC
 CQ0813'RAILROAD STATION AT GRAYSON, AT A ROAD JUNCTION, 68 FEET NORTH OF THE
 CQ0813'CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF THE CENTER LINE OF A DIRT
 CQ0813'ROAD LEADING NORTH TO A SAWMILL, 1.2 FEET WEST OF A REFERENCE POST,
 CQ0813'1.1 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CQ0813'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ0813
 CQ0813                          STATION RECOVERY (1981)
 CQ0813
 CQ0813'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0813'TO REACH THE STATION FROM THE INTERSECTION OF LA 165 AND LA 126, GO
 CQ0813'5.85 MILES N.W. ALONG STATE HWY. 126, STATION IS 67.50' FT. NORTH OF
 CQ0813'THE CENTER LINE OF THE HWY. 24 FT. WEST OF A GRAVEL DRIVE LEADING TO
 CQ0813'HERMAN HOGGS RESIDENCE.
 CQ0813
 CQ0813                          STATION RECOVERY (1986)
 CQ0813
 CQ0813'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1582 ***********************************************************************
 BX1582  DESIGNATION -  T 128
 BX1582  PID         -  BX1582
 BX1582  STATE/COUNTY-  LA/WINN
 BX1582  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1582
 BX1582                         *CURRENT SURVEY CONTROL
 BX1582  ___________________________________________________________________
 BX1582* NAD 83(1986)-  31 57 46.     (N)    092 30 36.     (W)     SCALED    
 BX1582* NAVD 88     -        56.70   (+/-2cm)     186.0    (feet)  VERTCON   
 BX1582  ___________________________________________________________________
 BX1582  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX1582
 BX1582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1582
 BX1582.The horizontal coordinates were scaled from a topographic map and have
 BX1582.an estimated accuracy of +/- 6 seconds.
 BX1582
 BX1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1582.The vertical order pertains to the NGVD 29 superseded value.
 BX1582
 BX1582.The geoid height was determined by GEOID03.
 BX1582
 BX1582;                    North         East    Units  Estimated Accuracy
 BX1582;SPC LA N     -   162,190.      999,060.      MT  (+/- 180 meters Scaled)
 BX1582
 BX1582                          SUPERSEDED SURVEY CONTROL
 BX1582
 BX1582  NGVD 29 (??/??/??)   56.718  (m)          186.08   (f) ADJUSTED    2 0
 BX1582
 BX1582.Superseded values are not recommended for survey control.
 BX1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1582.See file dsdata.txt to determine how the superseded data were derived.
 BX1582
 BX1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR463364(NAD 83)
 BX1582_MARKER: DB = BENCH MARK DISK
 BX1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1582_STAMPING: T 128 1950
 BX1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1582+STABILITY: SURFACE MOTION
 BX1582
 BX1582  HISTORY     - Date     Condition        Report By
 BX1582  HISTORY     - 1950     MONUMENTED       CGS
 BX1582
 BX1582                          STATION DESCRIPTION
 BX1582
 BX1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1582'8.2 MI NE FROM WINNFIELD.
 BX1582'6.2 MILES NORTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 BX1582'STATION AT WINNFIELD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD,
 BX1582'THENCE 1.6 MILES EAST ALONG A GRADED DIRT ROAD.  183 FEET WEST OF AN
 BX1582'18-INCH CORRUGATED IRON CULVERT, 49 FEET EAST OF THE CENTER LINE OF A
 BX1582'WOODS ROAD LEADING SOUTH, 39 FEET SOUTH OF THE CENTER LINE OF THE
 BX1582'EAST-WEST ROAD, 2.1 FEET SOUTHEAST OF A REFERENCE POST AND SET IN THE
 BX1582'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0281 ***********************************************************************
 BX0281  DESIGNATION -  T 129
 BX0281  PID         -  BX0281
 BX0281  STATE/COUNTY-  LA/GRANT
 BX0281  USGS QUAD   -  GEORGETOWN (1984)
 BX0281
 BX0281                         *CURRENT SURVEY CONTROL
 BX0281  ___________________________________________________________________
 BX0281* NAD 83(1986)-  31 47 49.     (N)    092 29 25.     (W)     SCALED    
 BX0281* NAVD 88     -        46.26   (+/-2cm)     151.8    (feet)  VERTCON   
 BX0281  ___________________________________________________________________
 BX0281  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0281
 BX0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0281
 BX0281.The horizontal coordinates were scaled from a topographic map and have
 BX0281.an estimated accuracy of +/- 6 seconds.
 BX0281
 BX0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0281.The vertical order pertains to the NGVD 29 superseded value.
 BX0281
 BX0281.The geoid height was determined by GEOID03.
 BX0281
 BX0281;                    North         East    Units  Estimated Accuracy
 BX0281;SPC LA N     -   143,800.    1,000,920.      MT  (+/- 180 meters Scaled)
 BX0281
 BX0281                          SUPERSEDED SURVEY CONTROL
 BX0281
 BX0281  NGVD 29 (??/??/??)   46.277  (m)          151.83   (f) ADJUSTED    2 0
 BX0281
 BX0281.Superseded values are not recommended for survey control.
 BX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0281.See file dsdata.txt to determine how the superseded data were derived.
 BX0281
 BX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR482180(NAD 83)
 BX0281_MARKER: DB = BENCH MARK DISK
 BX0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0281_STAMPING: T 129 1950
 BX0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0281+STABILITY: SURFACE MOTION
 BX0281
 BX0281  HISTORY     - Date     Condition        Report By
 BX0281  HISTORY     - 1950     MONUMENTED       CGS
 BX0281  HISTORY     - 1955     GOOD             CGS
 BX0281
 BX0281                          STATION DESCRIPTION
 BX0281
 BX0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0281'1.6 MI N FROM ZION.
 BX0281'1.6 MILES NORTH ALONG STATE HIGHWAY NO. 232 FROM THE JUNCTION OF STATE
 BX0281'HIGHWAY NO. 232 WITH STATE HIGHWAY NO. 108 AT ZION, AT THE ZION
 BX0281'BAPTIST CHURCH, ABOUT 300 FEET WEST OF THE JUNCTION OF STATE HIGHWAY
 BX0281'NO. 232 AND STATE HIGHWAY NO. 619, 229 FEET SOUTHWEST OF THE CENTER
 BX0281'LINE OF STATE HIGHWAY NO. 232, 130 FEET SOUTH OF THE SOUTH CORNER OF
 BX0281'THE CHURCH, 53 FEET NORTHWEST OF THE EAST CORNER OF THE CEMETERY, 18
 BX0281'FEET SOUTHEAST OF THE CENTER LINE OF A GATE, 1.6 FEET NORTHEAST OF A
 BX0281'FENCE, 1.6 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 BX0281'CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 BX0281'GROUND.
 BX0281
 BX0281                          STATION RECOVERY (1955)
 BX0281
 BX0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BX0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0414 ***********************************************************************
 BX0414  DESIGNATION -  T 130
 BX0414  PID         -  BX0414
 BX0414  STATE/COUNTY-  LA/LA SALLE
 BX0414  USGS QUAD   -  NICKEL (1984)
 BX0414
 BX0414                         *CURRENT SURVEY CONTROL
 BX0414  ___________________________________________________________________
 BX0414* NAD 83(1986)-  31 47 50.     (N)    092 03 49.     (W)     SCALED    
 BX0414* NAVD 88     -        64.15   (+/-2cm)     210.5    (feet)  VERTCON   
 BX0414  ___________________________________________________________________
 BX0414  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0414
 BX0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0414
 BX0414.The horizontal coordinates were scaled from a topographic map and have
 BX0414.an estimated accuracy of +/- 6 seconds.
 BX0414
 BX0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0414.The vertical order pertains to the NGVD 29 superseded value.
 BX0414
 BX0414.The geoid height was determined by GEOID03.
 BX0414
 BX0414;                    North         East    Units  Estimated Accuracy
 BX0414;SPC LA N     -   143,910.    1,041,320.      MT  (+/- 180 meters Scaled)
 BX0414
 BX0414                          SUPERSEDED SURVEY CONTROL
 BX0414
 BX0414  NGVD 29 (??/??/??)   64.151  (m)          210.47   (f) ADJUSTED    2 0
 BX0414
 BX0414.Superseded values are not recommended for survey control.
 BX0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0414.See file dsdata.txt to determine how the superseded data were derived.
 BX0414
 BX0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR886183(NAD 83)
 BX0414_MARKER: DB = BENCH MARK DISK
 BX0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0414_STAMPING: T 130 1950
 BX0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0414+STABILITY: SURFACE MOTION
 BX0414
 BX0414  HISTORY     - Date     Condition        Report By
 BX0414  HISTORY     - 1950     MONUMENTED       CGS
 BX0414
 BX0414                          STATION DESCRIPTION
 BX0414
 BX0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0414'6.55 MI W FROM AIMWELL.
 BX0414'4.25 MILES NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0414'AIMWELL, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.6 MILES
 BX0414'SOUTHWEST ALONG STATE HIGHWAY 112.  42 FEET NORTHWEST OF THE CENTER
 BX0414'LINE OF THE HIGHWAY, 25.0 FEET SOUTHEAST OF A 12 INCH TRIANGULAR
 BX0414'BLAZED PINE TREE, 10.0 FEET EAST OF A 12 INCH TRIANGULAR BLAZED OAK
 BX0414'TREE, 2.0 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BX0414'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0465 ***********************************************************************
 BX0465  DESIGNATION -  T 131
 BX0465  PID         -  BX0465
 BX0465  STATE/COUNTY-  LA/CATAHOULA
 BX0465  USGS QUAD   -  NICKEL (1984)
 BX0465
 BX0465                         *CURRENT SURVEY CONTROL
 BX0465  ___________________________________________________________________
 BX0465* NAD 83(1986)-  31 52 00.     (N)    092 00 23.     (W)     SCALED    
 BX0465* NAVD 88     -        85.70   (+/-2cm)     281.2    (feet)  VERTCON   
 BX0465  ___________________________________________________________________
 BX0465  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0465
 BX0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0465
 BX0465.The horizontal coordinates were scaled from a topographic map and have
 BX0465.an estimated accuracy of +/- 6 seconds.
 BX0465
 BX0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0465.The vertical order pertains to the NGVD 29 superseded value.
 BX0465
 BX0465.The geoid height was determined by GEOID03.
 BX0465
 BX0465;                    North         East    Units  Estimated Accuracy
 BX0465;SPC LA N     -   151,640.    1,046,710.      MT  (+/- 180 meters Scaled)
 BX0465
 BX0465                          SUPERSEDED SURVEY CONTROL
 BX0465
 BX0465  NGVD 29 (??/??/??)   85.698  (m)          281.16   (f) ADJUSTED    2 0
 BX0465
 BX0465.Superseded values are not recommended for survey control.
 BX0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0465.See file dsdata.txt to determine how the superseded data were derived.
 BX0465
 BX0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR939260(NAD 83)
 BX0465_MARKER: DB = BENCH MARK DISK
 BX0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0465_STAMPING: T 131 1950
 BX0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0465+STABILITY: SURFACE MOTION
 BX0465
 BX0465  HISTORY     - Date     Condition        Report By
 BX0465  HISTORY     - 1950     MONUMENTED       CGS
 BX0465
 BX0465                          STATION DESCRIPTION
 BX0465
 BX0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0465'3.2 MI S FROM ROSEFIELD.
 BX0465'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0465'ROSEFIELD, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BX0465'1.2 MILES SOUTHEAST ALONG A WINDING DIRT ROAD.  AT A T ROAD JUNCTION,
 BX0465'51 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 35 FEET
 BX0465'NORTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST, 48 FEET
 BX0465'NORTHEAST OF THE CENTER LINE OF AN ABONDONED ROAD LEADING SOUTHEAST,
 BX0465'26 FEET WEST OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 1.5 FEET WEST
 BX0465'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX0465'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1755 ***********************************************************************
 BW1755  DESIGNATION -  T 132
 BW1755  PID         -  BW1755
 BW1755  STATE/COUNTY-  LA/CATAHOULA
 BW1755  USGS QUAD   -  MANIFEST (1983)
 BW1755
 BW1755                         *CURRENT SURVEY CONTROL
 BW1755  ___________________________________________________________________
 BW1755* NAD 83(1986)-  31 43 51.     (N)    091 56 44.     (W)     SCALED    
 BW1755* NAVD 88     -        28.97   (+/-2cm)      95.0    (feet)  VERTCON   
 BW1755  ___________________________________________________________________
 BW1755  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BW1755
 BW1755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1755
 BW1755.The horizontal coordinates were scaled from a topographic map and have
 BW1755.an estimated accuracy of +/- 6 seconds.
 BW1755
 BW1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1755.The vertical order pertains to the NGVD 29 superseded value.
 BW1755
 BW1755.The geoid height was determined by GEOID03.
 BW1755
 BW1755;                    North         East    Units  Estimated Accuracy
 BW1755;SPC LA N     -   136,600.    1,052,540.      MT  (+/- 180 meters Scaled)
 BW1755
 BW1755                          SUPERSEDED SURVEY CONTROL
 BW1755
 BW1755  NGVD 29 (??/??/92)   28.972  (m)           95.05   (f) ADJ UNCH    2 0
 BW1755
 BW1755.Superseded values are not recommended for survey control.
 BW1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1755.See file dsdata.txt to determine how the superseded data were derived.
 BW1755
 BW1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR998110(NAD 83)
 BW1755_MARKER: DB = BENCH MARK DISK
 BW1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1755_STAMPING: T 132 1950
 BW1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1755+STABILITY: SURFACE MOTION
 BW1755
 BW1755  HISTORY     - Date     Condition        Report By
 BW1755  HISTORY     - 1950     MONUMENTED       CGS
 BW1755
 BW1755                          STATION DESCRIPTION
 BW1755
 BW1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1755'2.0 MI NE FROM MANIFEST.
 BW1755'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BW1755'MANIFEST, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 259.  166 FEET
 BW1755'EAST OF THE CENTER LINE OF THE HIGHWAY, 168 FEET WEST OF THE NORTHWEST
 BW1755'CORNER OF A CHURCH, 40 FEET NORTHWEST OF THE CENTER LINE OF A DIRT
 BW1755'ROAD LEADING NORTHEAST, 29 FEET NORTHEAST OF A WELL AND PUMP, 5.5 FEET
 BW1755'SOUTH OF A POWER POLE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 BW1755'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0888 ***********************************************************************
 CQ0888  DESIGNATION -  T 137
 CQ0888  PID         -  CQ0888
 CQ0888  STATE/COUNTY-  LA/WINN
 CQ0888  USGS QUAD   -  COTTON PLANT (1989)
 CQ0888
 CQ0888                         *CURRENT SURVEY CONTROL
 CQ0888  ___________________________________________________________________
 CQ0888* NAD 83(1986)-  32 00 09.     (N)    092 19 38.     (W)     SCALED    
 CQ0888* NAVD 88     -        50.02   (+/-2cm)     164.1    (feet)  VERTCON   
 CQ0888  ___________________________________________________________________
 CQ0888  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0888
 CQ0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0888
 CQ0888.The horizontal coordinates were scaled from a topographic map and have
 CQ0888.an estimated accuracy of +/- 6 seconds.
 CQ0888
 CQ0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0888.The vertical order pertains to the NGVD 29 superseded value.
 CQ0888
 CQ0888.The geoid height was determined by GEOID03.
 CQ0888
 CQ0888;                    North         East    Units  Estimated Accuracy
 CQ0888;SPC LA N     -   166,600.    1,016,320.      MT  (+/- 180 meters Scaled)
 CQ0888
 CQ0888                          SUPERSEDED SURVEY CONTROL
 CQ0888
 CQ0888  NGVD 29 (??/??/??)   50.045  (m)          164.19   (f) ADJUSTED    2 0
 CQ0888
 CQ0888.Superseded values are not recommended for survey control.
 CQ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0888.See file dsdata.txt to determine how the superseded data were derived.
 CQ0888
 CQ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR635409(NAD 83)
 CQ0888_MARKER: DB = BENCH MARK DISK
 CQ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0888_STAMPING: T 137 1950
 CQ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0888+STABILITY: SURFACE MOTION
 CQ0888
 CQ0888  HISTORY     - Date     Condition        Report By
 CQ0888  HISTORY     - 1950     MONUMENTED       CGS
 CQ0888
 CQ0888                          STATION DESCRIPTION
 CQ0888
 CQ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0888'10.1 MI NW FROM OLLA.
 CQ0888'10.1 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 CQ0888'PACIFIC RAILROAD STATION AT OLLA, AT THE SUMMIT OF A HILL, 33 FEET
 CQ0888'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF A 24-INCH
 CQ0888'PINE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 16 FEET
 CQ0888'EAST OF AN 18-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF
 CQ0888'THE TREE, 1.5 FEET NORTH OF A REFERENCE POST, ABOUT 3 FEET ABOVE
 CQ0888'HIGHWAY LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CQ0888'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0889 ***********************************************************************
 CQ0889  DESIGNATION -  T 137 RESET 1961
 CQ0889  PID         -  CQ0889
 CQ0889  STATE/COUNTY-  LA/WINN
 CQ0889  USGS QUAD   -  COTTON PLANT (1989)
 CQ0889
 CQ0889                         *CURRENT SURVEY CONTROL
 CQ0889  ___________________________________________________________________
 CQ0889* NAD 83(1986)-  32 00 08.     (N)    092 19 38.     (W)     SCALED    
 CQ0889* NAVD 88     -        49.76   (+/-2cm)     163.3    (feet)  VERTCON   
 CQ0889  ___________________________________________________________________
 CQ0889  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0889
 CQ0889  VERT ORDER  -  THIRD (See Below)
 CQ0889
 CQ0889.The horizontal coordinates were scaled from a topographic map and have
 CQ0889.an estimated accuracy of +/- 6 seconds.
 CQ0889
 CQ0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0889.The vertical order pertains to the NGVD 29 superseded value.
 CQ0889
 CQ0889.The geoid height was determined by GEOID03.
 CQ0889
 CQ0889;                    North         East    Units  Estimated Accuracy
 CQ0889;SPC LA N     -   166,570.    1,016,330.      MT  (+/- 180 meters Scaled)
 CQ0889
 CQ0889                          SUPERSEDED SURVEY CONTROL
 CQ0889
 CQ0889  NGVD 29 (??/??/??)   49.78   (m)          163.3    (f) RESET       3  
 CQ0889
 CQ0889.Superseded values are not recommended for survey control.
 CQ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0889.See file dsdata.txt to determine how the superseded data were derived.
 CQ0889
 CQ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR635408(NAD 83)
 CQ0889_MARKER: DB = BENCH MARK DISK
 CQ0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0889_STAMPING: T 137 RESET 1961
 CQ0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0889+STABILITY: SURFACE MOTION
 CQ0889
 CQ0889  HISTORY     - Date     Condition        Report By
 CQ0889  HISTORY     - 1961     MONUMENTED       CGS
 CQ0889
 CQ0889                          STATION DESCRIPTION
 CQ0889
 CQ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ0889'9.95 MI NW FROM OLLA.
 CQ0889'THIS MARK IS LOCATED 9.95 MILES NORTHWEST ALONG STATE HIGHWAY 127 FROM
 CQ0889'THE MISSOURI PACIFIC RAILROAD STATION AT OLLA, ON THE SUMMIT OF A
 CQ0889'HILL, 0.2 MILE NORTHWEST OF A CULVERT FOR A SMALL CREEK, 1.3 MILES
 CQ0889'NORTHWEST OF THE WINN-CALDWELL PARISH LINE, 0.5 MILES NORTHWEST OF A
 CQ0889'ROAD LEADING NORTHWEST, 53 FEET SOUTH OF THE CENTERLINE OF STATE
 CQ0889'HIGHWAY 127 AND ONE FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP
 CQ0889'OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1756 ***********************************************************************
 BW1756  DESIGNATION -  T 138
 BW1756  PID         -  BW1756
 BW1756  STATE/COUNTY-  LA/CATAHOULA
 BW1756  USGS QUAD   -  MANIFEST (1983)
 BW1756
 BW1756                         *CURRENT SURVEY CONTROL
 BW1756  ___________________________________________________________________
 BW1756* NAD 83(1986)-  31 42 58.     (N)    091 56 48.     (W)     SCALED    
 BW1756* NAVD 88     -        24.33   (+/-2cm)      79.8    (feet)  VERTCON   
 BW1756  ___________________________________________________________________
 BW1756  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BW1756
 BW1756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1756
 BW1756.The horizontal coordinates were scaled from a topographic map and have
 BW1756.an estimated accuracy of +/- 6 seconds.
 BW1756
 BW1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1756.The vertical order pertains to the NGVD 29 superseded value.
 BW1756
 BW1756.The geoid height was determined by GEOID03.
 BW1756
 BW1756;                    North         East    Units  Estimated Accuracy
 BW1756;SPC LA N     -   134,970.    1,052,440.      MT  (+/- 180 meters Scaled)
 BW1756
 BW1756                          SUPERSEDED SURVEY CONTROL
 BW1756
 BW1756  NGVD 29 (??/??/92)   24.327  (m)           79.81   (f) ADJ UNCH    2 0
 BW1756
 BW1756.Superseded values are not recommended for survey control.
 BW1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1756.See file dsdata.txt to determine how the superseded data were derived.
 BW1756
 BW1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR998094(NAD 83)
 BW1756_MARKER: DB = BENCH MARK DISK
 BW1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1756_STAMPING: T 138 1950
 BW1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1756+STABILITY: SURFACE MOTION
 BW1756
 BW1756  HISTORY     - Date     Condition        Report By
 BW1756  HISTORY     - 1950     MONUMENTED       CGS
 BW1756
 BW1756                          STATION DESCRIPTION
 BW1756
 BW1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1756'1.0 MI E FROM MANIFEST.
 BW1756'1.0 MILE EAST ALONG STATE HIGHWAY 19 FROM THE OFFICE AT MANIFEST, AT A
 BW1756'JUNCTION WITH A ROAD LEADING NORTH TO WEBB, 150 FEET EAST OF THE
 BW1756'CENTER LINE OF THE ROAD LEADING NORTH, 66 FEET SOUTHEAST OF THE CENTER
 BW1756'LINE OF THE HIGHWAY, 18 FEET NORTHWEST OF A FENCE, 13 FEET NORTHWEST
 BW1756'OF A WITNESS POST, ON THE SIDE OF A HILL WHICH SLOPES TO THE
 BW1756'SOUTHEAST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 BW1756'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0350 ***********************************************************************
 CQ0350  DESIGNATION -  T 139
 CQ0350  PID         -  CQ0350
 CQ0350  STATE/COUNTY-  LA/CALDWELL
 CQ0350  USGS QUAD   -  CLARKS (1989)
 CQ0350
 CQ0350                         *CURRENT SURVEY CONTROL
 CQ0350  ___________________________________________________________________
 CQ0350* NAD 83(1986)-  32 01 39.     (N)    092 08 11.     (W)     SCALED    
 CQ0350* NAVD 88     -        43.79   (+/-2cm)     143.7    (feet)  VERTCON   
 CQ0350  ___________________________________________________________________
 CQ0350  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0350
 CQ0350  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0350
 CQ0350.The horizontal coordinates were scaled from a topographic map and have
 CQ0350.an estimated accuracy of +/- 6 seconds.
 CQ0350
 CQ0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0350.The vertical order pertains to the NGVD 29 superseded value.
 CQ0350
 CQ0350.The geoid height was determined by GEOID03.
 CQ0350
 CQ0350;                    North         East    Units  Estimated Accuracy
 CQ0350;SPC LA N     -   169,420.    1,034,350.      MT  (+/- 180 meters Scaled)
 CQ0350
 CQ0350                          SUPERSEDED SURVEY CONTROL
 CQ0350
 CQ0350  NGVD 29 (??/??/??)   43.807  (m)          143.72   (f) ADJUSTED    1 2
 CQ0350
 CQ0350.Superseded values are not recommended for survey control.
 CQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0350.See file dsdata.txt to determine how the superseded data were derived.
 CQ0350
 CQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR815438(NAD 83)
 CQ0350_MARKER: DB = BENCH MARK DISK
 CQ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0350_STAMPING: T 139 1950
 CQ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0350+STABILITY: SURFACE MOTION
 CQ0350
 CQ0350  HISTORY     - Date     Condition        Report By
 CQ0350  HISTORY     - 1950     MONUMENTED       CGS
 CQ0350  HISTORY     - 1966     GOOD             CGS
 CQ0350
 CQ0350                          STATION DESCRIPTION
 CQ0350
 CQ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0350'IN CLARKS.
 CQ0350'AT CLARKS, IN SECTION 14, T 12 N, R 3 E, ABOUT 0.05 MILE NORTHEAST OF
 CQ0350'THE CROSSING OF STATE HIGHWAY 845, 108 FEET NORTHEAST OF THE EAST
 CQ0350'CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, 28 1/2 FEET NORTHWEST
 CQ0350'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 20 FEET SOUTHEAST OF THE
 CQ0350'CENTER LINE OF A PAVED ROAD, 5 1/2 FEET NORTH OF A POWER POLE, ABOUT 1
 CQ0350'FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CQ0350'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1726 ***********************************************************************
 CQ1726  DESIGNATION -  T 140
 CQ1726  PID         -  CQ1726
 CQ1726  STATE/COUNTY-  LA/DE SOTO
 CQ1726  USGS QUAD   -  KEATCHIE (1972)
 CQ1726
 CQ1726                         *CURRENT SURVEY CONTROL
 CQ1726  ___________________________________________________________________
 CQ1726* NAD 83(1986)-  32 12 09.     (N)    093 54 06.     (W)     SCALED    
 CQ1726* NAVD 88     -        94.948  (meters)     311.51   (feet)  ADJUSTED  
 CQ1726  ___________________________________________________________________
 CQ1726  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1726  DYNAMIC HT  -          94.839 (meters)     311.15  (feet)  COMP
 CQ1726  MODELED GRAV-     979,490.9   (mgal)                       NAVD 88
 CQ1726
 CQ1726  VERT ORDER  -  FIRST     CLASS II
 CQ1726
 CQ1726.The horizontal coordinates were scaled from a topographic map and have
 CQ1726.an estimated accuracy of +/- 6 seconds.
 CQ1726
 CQ1726.The orthometric height was determined by differential leveling
 CQ1726.and adjusted by the National Geodetic Survey in June 1991..
 CQ1726
 CQ1726.The geoid height was determined by GEOID03.
 CQ1726
 CQ1726.The dynamic height is computed by dividing the NAVD 88
 CQ1726.geopotential number by the normal gravity value computed on the
 CQ1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1726.degrees latitude (g = 980.6199 gals.).
 CQ1726
 CQ1726.The modeled gravity was interpolated from observed gravity values.
 CQ1726
 CQ1726;                    North         East    Units  Estimated Accuracy
 CQ1726;SPC LA N     -   189,620.      867,860.      MT  (+/- 180 meters Scaled)
 CQ1726
 CQ1726                          SUPERSEDED SURVEY CONTROL
 CQ1726
 CQ1726  NGVD 29 (??/??/??)   95.014  (m)          311.73   (f) ADJUSTED    1 2
 CQ1726
 CQ1726.Superseded values are not recommended for survey control.
 CQ1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1726.See file dsdata.txt to determine how the superseded data were derived.
 CQ1726
 CQ1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR150632(NAD 83)
 CQ1726_MARKER: DB = BENCH MARK DISK
 CQ1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1726_STAMPING: T 140 1952
 CQ1726_PROJECTION: PROJECTING 20 CENTIMETERS
 CQ1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1726+STABILITY: SURFACE MOTION
 CQ1726
 CQ1726  HISTORY     - Date     Condition        Report By
 CQ1726  HISTORY     - 1952     MONUMENTED       CGS
 CQ1726  HISTORY     - 1976     GOOD             LADTD
 CQ1726  HISTORY     - 1979     GOOD             NGS
 CQ1726  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ1726
 CQ1726                          STATION DESCRIPTION
 CQ1726
 CQ1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1726'1.5 MI NE FROM KEATCHIE.
 CQ1726'0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE TEXAS AND NEW
 CQ1726'ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 1.1 MILES NORTHEAST ALONG
 CQ1726'A GRAVELED ROAD, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, AT THE
 CQ1726'TOP OF A SMALL HILL, 38 FEET NORTH OF A 36 INCH HICKORY TREE, 7 FEET
 CQ1726'NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST TO A FARMHOUSE,
 CQ1726'3 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 CQ1726'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CQ1726
 CQ1726                          STATION RECOVERY (1976)
 CQ1726
 CQ1726'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CQ1726'LOCATED 1.12 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ1726'OF LOUISIANA HIGHWAY 5, LOUISIANA HIGHWAY 172 AND LOUISIANA HIGHWAY
 CQ1726'789 IN KEATCHIE, 45 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CQ1726'789 (GRAVEL SURFACE), 36 FEET NORTH OF A 36 INCH HICKORY TREE, 2 FEET
 CQ1726'EAST OF A BARBED WIRE FENCE, ON TOP OF A HILL, 409 FEET SOUTH ALONG
 CQ1726'LOUISIANA HIGHWAY 789 FROM A 48 INCH CORRUGATED METAL CULVERT AND 2
 CQ1726'FEET EAST OF A METAL WITNESS POST.  A COAST AND GEODETIC SURVEY DISK
 CQ1726'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CQ1726
 CQ1726                          STATION RECOVERY (1979)
 CQ1726
 CQ1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1726'OMIT-0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE
 CQ1726'TEXAS AND NEW ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 1.1
 CQ1726'MILES NORTHEAST ALONG A GRAVEL ROAD, 3 FT. SOUTH OF A WITNESS POST.
 CQ1726'ADD-1.1 MILES NORTH ALONG STATE HIGHWAY 789 FROM THE POST OFFICE IN
 CQ1726'KEATCHIE.
 CQ1726'THE MARK IS 3 FT  E FROM A WITNESS POST.
 CQ1726
 CQ1726                          STATION RECOVERY (1996)
 CQ1726
 CQ1726'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2221 ***********************************************************************
 CQ2221  DESIGNATION -  T 140 RESET
 CQ2221  PID         -  CQ2221
 CQ2221  STATE/COUNTY-  LA/DE SOTO
 CQ2221  USGS QUAD   -  KEATCHIE (1972)
 CQ2221
 CQ2221                         *CURRENT SURVEY CONTROL
 CQ2221  ___________________________________________________________________
 CQ2221* NAD 83(1986)-  32 12 09.     (N)    093 54 03.     (W)     SCALED    
 CQ2221* NAVD 88     -        94.62   (+/-2cm)     310.4    (feet)  VERTCON   
 CQ2221  ___________________________________________________________________
 CQ2221  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2221
 CQ2221  VERT ORDER  -  THIRD (See Below)
 CQ2221
 CQ2221.The horizontal coordinates were scaled from a topographic map and have
 CQ2221.an estimated accuracy of +/- 6 seconds.
 CQ2221
 CQ2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2221.The vertical order pertains to the NGVD 29 superseded value.
 CQ2221
 CQ2221.The geoid height was determined by GEOID03.
 CQ2221
 CQ2221;                    North         East    Units  Estimated Accuracy
 CQ2221;SPC LA N     -   189,620.      867,940.      MT  (+/- 180 meters Scaled)
 CQ2221
 CQ2221                          SUPERSEDED SURVEY CONTROL
 CQ2221
 CQ2221  NGVD 29 (??/??/??)   94.68   (m)          310.6    (f) RESET       3  
 CQ2221
 CQ2221.Superseded values are not recommended for survey control.
 CQ2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2221.See file dsdata.txt to determine how the superseded data were derived.
 CQ2221
 CQ2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR150632(NAD 83)
 CQ2221_MARKER: DB = BENCH MARK DISK
 CQ2221_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2221_SP_SET: STAINLESS STEEL ROD
 CQ2221_STAMPING: T 140 RESET 1980
 CQ2221_PROJECTION: FLUSH
 CQ2221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2221+STABILITY: POSITION/ELEVATION WELL
 CQ2221_ROD/PIPE-DEPTH: 5.79 meters
 CQ2221
 CQ2221  HISTORY     - Date     Condition        Report By
 CQ2221  HISTORY     - 1980     MONUMENTED       NGS
 CQ2221  HISTORY     - 19960504 GOOD             USPSQD
 CQ2221
 CQ2221                          STATION DESCRIPTION
 CQ2221
 CQ2221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CQ2221'1.1 MI NE FROM KEATCHIE.
 CQ2221'1. MILES NORTH ALONG STATE HIGHWAY 789 FROM THE JUNCTION OF STATE
 CQ2221'HIGHWAYS 5 AND 789, IN KEATCHIE, 65.0 FEET WEST OF THE CENTER
 CQ2221'OF THE HIGHWAY, AND 4.9 FEET SOUTHWEST OF A TWIN PINE TREE AND
 CQ2221'TOP OF A HILL.
 CQ2221'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CQ2221'THE MARK IS 3 FT ABOVE HIGHWAY.
 CQ2221
 CQ2221                          STATION RECOVERY (1996)
 CQ2221
 CQ2221'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1037 ***********************************************************************
 BK1037  DESIGNATION -  T 15
 BK1037  PID         -  BK1037
 BK1037  STATE/COUNTY-  LA/RAPIDES
 BK1037  USGS QUAD   -  GLENMORA (1972)
 BK1037
 BK1037                         *CURRENT SURVEY CONTROL
 BK1037  ___________________________________________________________________
 BK1037* NAD 83(1986)-  30 58 33.     (N)    092 35 04.     (W)     SCALED    
 BK1037* NAVD 88     -        41.305  (meters)     135.51   (feet)  ADJUSTED  
 BK1037  ___________________________________________________________________
 BK1037  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BK1037  DYNAMIC HT  -          41.253 (meters)     135.34  (feet)  COMP
 BK1037  MODELED GRAV-     979,381.0   (mgal)                       NAVD 88
 BK1037
 BK1037  VERT ORDER  -  FIRST     CLASS I
 BK1037
 BK1037.The horizontal coordinates were scaled from a topographic map and have
 BK1037.an estimated accuracy of +/- 6 seconds.
 BK1037
 BK1037.The orthometric height was determined by differential leveling
 BK1037.and adjusted by the National Geodetic Survey in February 1994..
 BK1037
 BK1037.The geoid height was determined by GEOID03.
 BK1037
 BK1037.The dynamic height is computed by dividing the NAVD 88
 BK1037.geopotential number by the normal gravity value computed on the
 BK1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1037.degrees latitude (g = 980.6199 gals.).
 BK1037
 BK1037.The modeled gravity was interpolated from observed gravity values.
 BK1037
 BK1037;                    North         East    Units  Estimated Accuracy
 BK1037;SPC LA N     -    52,760.      991,930.      MT  (+/- 180 meters Scaled)
 BK1037
 BK1037                          SUPERSEDED SURVEY CONTROL
 BK1037
 BK1037  NAVD 88 (06/15/91)   41.299  (m)          135.50   (f) UNKNOWN     1 1
 BK1037  NGVD 29 (??/??/??)   41.285  (m)          135.45   (f) ADJUSTED    1 1
 BK1037
 BK1037.Superseded values are not recommended for survey control.
 BK1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1037.See file dsdata.txt to determine how the superseded data were derived.
 BK1037
 BK1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ396269(NAD 83)
 BK1037_MARKER: DB = BENCH MARK DISK
 BK1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1037_SP_SET: FOOTING
 BK1037_STAMPING: T 15 1934
 BK1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1037+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 BK1037
 BK1037  HISTORY     - Date     Condition        Report By
 BK1037  HISTORY     - 1934     MONUMENTED       CGS
 BK1037  HISTORY     - 1973     GOOD             LADTD
 BK1037  HISTORY     - 1981     GOOD             LADTD
 BK1037  HISTORY     - 19990424 GOOD             USPSQD
 BK1037  HISTORY     - 20050422 GOOD             USPSQD
 BK1037
 BK1037                          STATION DESCRIPTION
 BK1037
 BK1037'DESCRIBED BY LA TRANSP AND DEV 1973
 BK1037'IN GLENMORA.
 BK1037'LOCATED AT GLENMORA.  IN THE OLD WATER TANK, IN THE SOUTHWEST CONCRETE
 BK1037'FOOTING.  ABOUT 0.1 MILES WEST OF THE GLENMORA POST OFFICE. 1.1 MILES
 BK1037'EAST OF B.M. 40V70.  78 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 BK1037'MAIN TRACK OF THE MISSOURI-PACIFIC RAILLROAD.  92 FEET SOUTHWEST OF
 BK1037'THE SOUTHWEST CORNER OF THE GLENMORA CITY HALL.  59 FEET NORTHWEST OF
 BK1037'THE CENTER OF A BLACKTOP ROAD.  200 FEET SOUTH OF THE INTERSECTION OF
 BK1037'LOUISIANA HIGHWAYS 113, 165 AND 497.  A STANDARD DISK IS SET IN THE
 BK1037'TOP OF A CONCRETE FOOTING (4 X 4 FT.) PROJECTING 1.5 FEET ABOVE THE
 BK1037'GROUND.  A STEEL WITNESS POST IS SET 2 FEET WEST OF THE MARK.
 BK1037
 BK1037                          STATION RECOVERY (1981)
 BK1037
 BK1037'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK1037'T 15 WAS RESET IN 1974 IN NORTH WEST LEG OF WATER TOWER IN BACK OF
 BK1037'GLENMORA TOWN HALL. FROM T INTERSECTION OF LA 497 AND MISSOURI
 BK1037'PACIFIC RAILROAD GO EAST FAR DISTRANCE OF 442' TO THE INTERSECTION OF
 BK1037'7TH ST. AND LA 497, THENCE SOUTH DOWN 7TH ST. FOR A DISTANCE OF 400'
 BK1037'THEN TURN RIGHT (WEST) AND GO 65' TO N.W. LEG OF WATER TOWER.
 BK1037
 BK1037                          STATION RECOVERY (1999)
 BK1037
 BK1037'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1037'RECOVERED IN GOOD CONDITION.
 BK1037
 BK1037                          STATION RECOVERY (2005)
 BK1037
 BK1037'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK1037'TANK HAS BEEN REPLACED WITH A NEW TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1038 ***********************************************************************
 BK1038  DESIGNATION -  T 15 LADTD RESET 1974
 BK1038  PID         -  BK1038
 BK1038  STATE/COUNTY-  LA/RAPIDES
 BK1038  USGS QUAD   -  GLENMORA (1972)
 BK1038
 BK1038                         *CURRENT SURVEY CONTROL
 BK1038  ___________________________________________________________________
 BK1038* NAD 83(1986)-  30 58 33.     (N)    092 35 04.     (W)     SCALED    
 BK1038* NAVD 88     -        39.96   (+/-2cm)     131.1    (feet)  VERTCON   
 BK1038  ___________________________________________________________________
 BK1038  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BK1038
 BK1038  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK1038
 BK1038.The horizontal coordinates were scaled from a topographic map and have
 BK1038.an estimated accuracy of +/- 6 seconds.
 BK1038
 BK1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1038.The vertical order pertains to the NGVD 29 superseded value.
 BK1038
 BK1038.The geoid height was determined by GEOID03.
 BK1038
 BK1038;                    North         East    Units  Estimated Accuracy
 BK1038;SPC LA N     -    52,760.      991,930.      MT  (+/- 180 meters Scaled)
 BK1038
 BK1038                          SUPERSEDED SURVEY CONTROL
 BK1038
 BK1038  NGVD 29 (??/??/??)   39.938  (m)          131.03   (f) ADJUSTED    2 1
 BK1038
 BK1038.Superseded values are not recommended for survey control.
 BK1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1038.See file dsdata.txt to determine how the superseded data were derived.
 BK1038
 BK1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ396269(NAD 83)
 BK1038_MARKER: DB = BENCH MARK DISK
 BK1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1038_SP_SET: FOOTING
 BK1038_STAMPING: T 15 RESET 1974
 BK1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1038
 BK1038  HISTORY     - Date     Condition        Report By
 BK1038  HISTORY     - 1974     MONUMENTED       LADTD
 BK1038  HISTORY     - 19990424 GOOD             USPSQD
 BK1038
 BK1038                          STATION DESCRIPTION
 BK1038
 BK1038'DESCRIBED BY LA TRANSP AND DEV 1974
 BK1038'IN GLENMORA.
 BK1038'LOCATED AT GLENMORA.  SET IN THE TOP OF THE NORTHWEST CONCRETE FOOTING
 BK1038'(3 X 3 FT.) OF THE NEW WATER TANK TOWER.  76 FEET EAST OF THE EAST
 BK1038'RAIL ON THE MAIN TRACK OF THE MISSOURI-PACIFIC RAILROAD.  64 FEET WEST
 BK1038'OF A BLACK TOP ROAD LEADING SOUTH.  A STANDARD DISK IS SET FLUSH WITH
 BK1038'THE TOP OF THE FOOTING.  A STEEL WITNESS POST IS SET 1 FOOT WEST OF
 BK1038'THE MARK.
 BK1038
 BK1038                          STATION RECOVERY (1999)
 BK1038
 BK1038'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1109 ***********************************************************************
 BK1109  DESIGNATION -  T 16 RESET 1960
 BK1109  PID         -  BK1109
 BK1109  STATE/COUNTY-  LA/ALLEN
 BK1109  USGS QUAD   -  OBERLIN (1994)
 BK1109
 BK1109                         *CURRENT SURVEY CONTROL
 BK1109  ___________________________________________________________________
 BK1109* NAD 83(1986)-  30 33 22.     (N)    092 48 15.     (W)     SCALED    
 BK1109* NAVD 88     -        16.665  (meters)      54.68   (feet)  ADJUSTED  
 BK1109  ___________________________________________________________________
 BK1109  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK1109  DYNAMIC HT  -          16.643 (meters)      54.60  (feet)  COMP
 BK1109  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 BK1109
 BK1109  VERT ORDER  -  FIRST     CLASS I
 BK1109
 BK1109.The horizontal coordinates were scaled from a topographic map and have
 BK1109.an estimated accuracy of +/- 6 seconds.
 BK1109
 BK1109.The orthometric height was determined by differential leveling
 BK1109.and adjusted by the National Geodetic Survey in February 1994..
 BK1109
 BK1109.The geoid height was determined by GEOID03.
 BK1109
 BK1109.The dynamic height is computed by dividing the NAVD 88
 BK1109.geopotential number by the normal gravity value computed on the
 BK1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1109.degrees latitude (g = 980.6199 gals.).
 BK1109
 BK1109.The modeled gravity was interpolated from observed gravity values.
 BK1109
 BK1109;                    North         East    Units  Estimated Accuracy
 BK1109;SPC LA S     -   228,820.      858,890.      MT  (+/- 180 meters Scaled)
 BK1109
 BK1109                          SUPERSEDED SURVEY CONTROL
 BK1109
 BK1109  NAVD 88 (06/15/91)   16.652  (m)           54.63   (f) UNKNOWN     1 1
 BK1109  NGVD 29 (??/??/??)   16.634  (m)           54.57   (f) ADJUSTED    1 1
 BK1109
 BK1109.Superseded values are not recommended for survey control.
 BK1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1109.See file dsdata.txt to determine how the superseded data were derived.
 BK1109
 BK1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP187804(NAD 83)
 BK1109_MARKER: DB = BENCH MARK DISK
 BK1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1109_SP_SET: CULVERT
 BK1109_STAMPING: T 16 RESET 1960
 BK1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1109
 BK1109  HISTORY     - Date     Condition        Report By
 BK1109  HISTORY     - 1960     MONUMENTED       CGS
 BK1109  HISTORY     - 1970     GOOD             NGS
 BK1109  HISTORY     - 20041203 GOOD             USPSQD
 BK1109
 BK1109                          STATION DESCRIPTION
 BK1109
 BK1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1109'5.1 MI SW FROM OBERLIN.
 BK1109'ABOUT 5.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1109'STATION AT OBERLIN, OR ABOUT 5.2 MILES NORTHEAST ALONG U.S. HIGHWAY
 BK1109'165 FROM THE MISSOURI PACIFIC RAILROAD STATION AT KINDER, 57 FEET
 BK1109'NORTHWEST OF THE NORTHWEST RAIL, 27 1/2 FEET SOUTHEAST OF THE CENTER
 BK1109'LINE OF THE HIGHWAY, SET IN THE TOP AND 8 FEET NORTHEAST OF THE
 BK1109'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CONCRETE BOX
 BK1109'CULVERT UNDER THE HIGHWAY, 160 FEET NORTHEAST OF THE EXTENDED CENTER
 BK1109'LINE OF A PRIVATE DIRT ROAD WHICH LEADS NORTHWEST, 53 FEET NORTH OF A
 BK1109'BATTERY BOX, 31 FEET NORTH OF A TELEPHONE POLE, AND ABOUT 1 1/2 FEET
 BK1109'BELOW THE LEVEL OF THE HIGHWAY.
 BK1109
 BK1109                          STATION RECOVERY (2004)
 BK1109
 BK1109'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1890 ***********************************************************************
 CQ1890  DESIGNATION -  T 177
 CQ1890  PID         -  CQ1890
 CQ1890  STATE/COUNTY-  LA/BOSSIER
 CQ1890  USGS QUAD   -  HUGHES (1981)
 CQ1890
 CQ1890                         *CURRENT SURVEY CONTROL
 CQ1890  ___________________________________________________________________
 CQ1890* NAD 83(1986)-  32 51 38.     (N)    093 41 55.     (W)     SCALED    
 CQ1890* NAVD 88     -        76.247  (meters)     250.15   (feet)  ADJUSTED  
 CQ1890  ___________________________________________________________________
 CQ1890  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CQ1890  DYNAMIC HT  -          76.162 (meters)     249.87  (feet)  COMP
 CQ1890  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CQ1890
 CQ1890  VERT ORDER  -  FIRST     CLASS II
 CQ1890
 CQ1890.The horizontal coordinates were scaled from a topographic map and have
 CQ1890.an estimated accuracy of +/- 6 seconds.
 CQ1890
 CQ1890.The orthometric height was determined by differential leveling
 CQ1890.and adjusted by the National Geodetic Survey in June 1991..
 CQ1890
 CQ1890.The geoid height was determined by GEOID03.
 CQ1890
 CQ1890.The dynamic height is computed by dividing the NAVD 88
 CQ1890.geopotential number by the normal gravity value computed on the
 CQ1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1890.degrees latitude (g = 980.6199 gals.).
 CQ1890
 CQ1890.The modeled gravity was interpolated from observed gravity values.
 CQ1890
 CQ1890;                    North         East    Units  Estimated Accuracy
 CQ1890;SPC LA N     -   262,360.      887,810.      MT  (+/- 180 meters Scaled)
 CQ1890
 CQ1890                          SUPERSEDED SURVEY CONTROL
 CQ1890
 CQ1890  NGVD 29 (??/??/??)   76.318  (m)          250.39   (f) ADJUSTED    1 2
 CQ1890
 CQ1890.Superseded values are not recommended for survey control.
 CQ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1890.See file dsdata.txt to determine how the superseded data were derived.
 CQ1890
 CQ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS346360(NAD 83)
 CQ1890_MARKER: DB = BENCH MARK DISK
 CQ1890_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1890_SP_SET: 31 FT
 CQ1890_STAMPING: T 177 1960
 CQ1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1890
 CQ1890  HISTORY     - Date     Condition        Report By
 CQ1890  HISTORY     - 1961     MONUMENTED       CGS
 CQ1890  HISTORY     - 1969     GOOD             LADH
 CQ1890
 CQ1890                          STATION DESCRIPTION
 CQ1890
 CQ1890'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1890'3.15 MI S FROM PLAIN DEALING.
 CQ1890'3.15 MILES SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1890'PLAIN DEALING, 10 POLES SOUTH OF MILEPOST 425, 41 FEET EAST OF EAST
 CQ1890'RAIL, 41 FEET NORTHEAST OF A TELEPHONE POLE ON EAST SIDE OF TRACK, 4
 CQ1890'POLES NORTH OF A ROAD CROSSING, 1.2 FEET EAST OF A METAL WITNESS POST,
 CQ1890'ABOUT LEVEL WITH THE RAIL, A DISK CLAMPED ON THE TOP OF A 5/8 INCH
 CQ1890'COPPER COATED ROD DRIVEN TO A DEPTH OF 31 FEET AND ENCASED IN 26 INCH
 CQ1890'TILE PROJECTING 4 INCHES.  SEC 34, T 22N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1551 ***********************************************************************
 BJ1551  DESIGNATION -  T 178
 BJ1551  PID         -  BJ1551
 BJ1551  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1551  USGS QUAD   -  PONCHATOULA (1994)
 BJ1551
 BJ1551                         *CURRENT SURVEY CONTROL
 BJ1551  ___________________________________________________________________
 BJ1551* NAD 83(1986)-  30 24 13.     (N)    090 25 51.     (W)     SCALED    
 BJ1551* NAVD 88     -         1.218  (meters)       4.00   (feet)  READJUSTED
 BJ1551  ___________________________________________________________________
 BJ1551  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BJ1551  DYNAMIC HT  -           1.220 (meters)       4.00  (feet)  COMP
 BJ1551  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BJ1551
 BJ1551  VERT ORDER  -  ?
 BJ1551
 BJ1551.The horizontal coordinates were scaled from a topographic map and have
 BJ1551.an estimated accuracy of +/- 6 seconds.
 BJ1551
 BJ1551.The orthometric height was determined by differential leveling
 BJ1551.and adjusted by the National Geodetic Survey in June 1991..
 BJ1551.The height was derived from older observations constrained to new
 BJ1551.heights in a crustal motion area.  The height is approximate in
 BJ1551.relation to other heights in its vicinity.
 BJ1551
 BJ1551.The geoid height was determined by GEOID03.
 BJ1551
 BJ1551.The dynamic height is computed by dividing the NAVD 88
 BJ1551.geopotential number by the normal gravity value computed on the
 BJ1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1551.degrees latitude (g = 980.6199 gals.).
 BJ1551
 BJ1551.The modeled gravity was interpolated from observed gravity values.
 BJ1551
 BJ1551;                    North         East    Units  Estimated Accuracy
 BJ1551;SPC LA S     -   211,350.    1,086,720.      MT  (+/- 180 meters Scaled)
 BJ1551
 BJ1551                          SUPERSEDED SURVEY CONTROL
 BJ1551
 BJ1551  NGVD 29 (??/??/??)    1.201  (m)            3.94   (f) ADJUSTED    1 1
 BJ1551
 BJ1551.Superseded values are not recommended for survey control.
 BJ1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1551.See file dsdata.txt to determine how the superseded data were derived.
 BJ1551
 BJ1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP468663(NAD 83)
 BJ1551_MARKER: DB = BENCH MARK DISK
 BJ1551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1551_SP_SET: CULVERT
 BJ1551_STAMPING: T 178 1959
 BJ1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1551
 BJ1551  HISTORY     - Date     Condition        Report By
 BJ1551  HISTORY     - 1959     MONUMENTED       CGS
 BJ1551  HISTORY     - 1969     GOOD             CGS
 BJ1551  HISTORY     - 1975     GOOD             LADTD
 BJ1551  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1551  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1551
 BJ1551                          STATION DESCRIPTION
 BJ1551
 BJ1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1551'2.55 MI S FROM PONCHATOULA.
 BJ1551'ABOUT 2.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1551'STATION AT PONCHATOULA, 0.4 MILE SOUTH OF MILEPOST 866, SET ON THE TOP
 BJ1551'OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL FOR FIVE 36-INCH
 BJ1551'CONCRETE PIPE CULVERT UNDER U. S. HIGHWAY 51, 151 FEET WEST OF AND
 BJ1551'ACROSS OLD U. S. HIGHWAY 51 FROM THE WEST RAIL, 32 FEET EAST OF THE
 BJ1551'CENTER LINE OF THE PRESENT U. S. HIGHWAY 51 AND 1/2 FOOT BELOW THE
 BJ1551'LEVEL OF THE HIGHWAY.  SEC 30, T 7S, R 8E.
 BJ1551
 BJ1551                          STATION RECOVERY (1975)
 BJ1551
 BJ1551'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ1551'RECOVERED IN GOOD CONDITION.
 BJ1551
 BJ1551                          STATION RECOVERY (1986)
 BJ1551
 BJ1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1551'NOT RECOVERED, 5 CORRUGATED PIPE CULVERTS WERE FOUND AT THE DESCRIBED
 BJ1551'LOCATION WITH NO HEADWALL.  THESE NEW CULVERTS HAVE REPLACED THE 5
 BJ1551'36-INCH CONCRETE PIPE CULVERTS AND MARK SHOULD BE CONSIDERED
 BJ1551'DESTROYED.
 BJ1551
 BJ1551                          STATION RECOVERY (1992)
 BJ1551
 BJ1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1551'THE HEADWALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1773 ***********************************************************************
 BJ1773  DESIGNATION -  T 179
 BJ1773  PID         -  BJ1773
 BJ1773  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1773  USGS QUAD   -  ROSELAND (1981)
 BJ1773
 BJ1773                         *CURRENT SURVEY CONTROL
 BJ1773  ___________________________________________________________________
 BJ1773* NAD 83(1986)-  30 50 16.     (N)    090 30 38.     (W)     SCALED    
 BJ1773* NAVD 88     -        46.934  (meters)     153.98   (feet)  READJUSTED
 BJ1773  ___________________________________________________________________
 BJ1773  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1773  DYNAMIC HT  -          46.870 (meters)     153.77  (feet)  COMP
 BJ1773  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 BJ1773
 BJ1773  VERT ORDER  -  ?
 BJ1773
 BJ1773.The horizontal coordinates were scaled from a topographic map and have
 BJ1773.an estimated accuracy of +/- 6 seconds.
 BJ1773
 BJ1773.The orthometric height was determined by differential leveling
 BJ1773.and adjusted by the National Geodetic Survey in June 1991..
 BJ1773.The height was derived from older observations constrained to new
 BJ1773.heights in a crustal motion area.  The height is approximate in
 BJ1773.relation to other heights in its vicinity.
 BJ1773
 BJ1773.The geoid height was determined by GEOID03.
 BJ1773
 BJ1773.The dynamic height is computed by dividing the NAVD 88
 BJ1773.geopotential number by the normal gravity value computed on the
 BJ1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1773.degrees latitude (g = 980.6199 gals.).
 BJ1773
 BJ1773.The modeled gravity was interpolated from observed gravity values.
 BJ1773
 BJ1773;                    North         East    Units  Estimated Accuracy
 BJ1773;SPC LA S     -   259,420.    1,078,710.      MT  (+/- 180 meters Scaled)
 BJ1773
 BJ1773                          SUPERSEDED SURVEY CONTROL
 BJ1773
 BJ1773  NGVD 29 (??/??/??)   46.917  (m)          153.93   (f) ADJUSTED    1 1
 BJ1773
 BJ1773.Superseded values are not recommended for survey control.
 BJ1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1773.See file dsdata.txt to determine how the superseded data were derived.
 BJ1773
 BJ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ380142(NAD 83)
 BJ1773_MARKER: DB = BENCH MARK DISK
 BJ1773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1773_SP_SET: CULVERT
 BJ1773_STAMPING: T 179 1959
 BJ1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1773
 BJ1773  HISTORY     - Date     Condition        Report By
 BJ1773  HISTORY     - 1959     MONUMENTED       CGS
 BJ1773  HISTORY     - 1969     GOOD             CGS
 BJ1773  HISTORY     - 1978     MARK NOT FOUND   USGS
 BJ1773
 BJ1773                          STATION DESCRIPTION
 BJ1773
 BJ1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1773'2.55 MI S FROM TANGIPAHOA.
 BJ1773'ABOUT 2.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1773'CROSSING OF STATE HIGHWAY 440 AT TANGIPAHOA, 0.1 MILE NORTH OF
 BJ1773'MILEPOST 836, 1.0 MILE NORTH OF THE STATION SIGN AT FLUKER, SET ON THE
 BJ1773'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL FOR A 12-FOOT
 BJ1773'ARCHED CULVERT UNDER THE TRACKS, 7 FEET WEST OF THE WEST RAIL AND 2
 BJ1773'FEET BELOW THE LEVEL OF THE TRACK.
 BJ1773
 BJ1773                          STATION RECOVERY (1978)
 BJ1773
 BJ1773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BJ1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0034 ***********************************************************************
 BK0034  DESIGNATION -  T 180
 BK0034  PID         -  BK0034
 BK0034  STATE/COUNTY-  LA/EVANGELINE
 BK0034  USGS QUAD   -  VILLE PLATTE (1983)
 BK0034
 BK0034                         *CURRENT SURVEY CONTROL
 BK0034  ___________________________________________________________________
 BK0034* NAD 83(1986)-  30 40 24.     (N)    092 16 43.     (W)     SCALED    
 BK0034* NAVD 88     -        22.17   (+/-2cm)      72.7    (feet)  VERTCON   
 BK0034  ___________________________________________________________________
 BK0034  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK0034
 BK0034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0034
 BK0034.The horizontal coordinates were scaled from a topographic map and have
 BK0034.an estimated accuracy of +/- 6 seconds.
 BK0034
 BK0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0034.The vertical order pertains to the NGVD 29 superseded value.
 BK0034
 BK0034.The geoid height was determined by GEOID03.
 BK0034
 BK0034;                    North         East    Units  Estimated Accuracy
 BK0034;SPC LA S     -   241,280.      909,420.      MT  (+/- 180 meters Scaled)
 BK0034
 BK0034                          SUPERSEDED SURVEY CONTROL
 BK0034
 BK0034  NGVD 29 (??/??/??)   22.131  (m)           72.61   (f) ADJUSTED    2 0
 BK0034
 BK0034.Superseded values are not recommended for survey control.
 BK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0034.See file dsdata.txt to determine how the superseded data were derived.
 BK0034
 BK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP691936(NAD 83)
 BK0034_MARKER: DB = BENCH MARK DISK
 BK0034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK0034_SP_SET: 67 FT
 BK0034_STAMPING: T 180 1961
 BK0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0034
 BK0034  HISTORY     - Date     Condition        Report By
 BK0034  HISTORY     - 1961     MONUMENTED       CGS
 BK0034
 BK0034                          STATION DESCRIPTION
 BK0034
 BK0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0034'1.3 MI S FROM VILLE PLATTE.
 BK0034'ABOUT 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0034'STATION AT VILLE PLATTE, THENCE 0.15 MILE EAST ALONG COTTON STREET,
 BK0034'THENCE 0.9 MILE SOUTH ALONG STATE HIGHWAY 29, IN SECTION 28, T 4 S, R
 BK0034'2 E, ON THE INSIDE OF A CURVE AND 48 FEET EAST OF THE CENTER LINE OF
 BK0034'THE HIGHWAY, 42 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO
 BK0034'THE DR. WILLIAM H. BULLER HOSPITAL, 35 FEET SOUTH OF POWER POLE NUMBER
 BK0034'389, 2 FEET WEST OF A BOARD FENCE, 1.8 FEET SOUTH OF A METAL WITNESS
 BK0034'POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 BK0034'TO A DEPTH OF 67 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 4
 BK0034'INCHES, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1164 ***********************************************************************
 BX1164  DESIGNATION -  T 181
 BX1164  PID         -  BX1164
 BX1164  STATE/COUNTY-  LA/RAPIDES
 BX1164  USGS QUAD   -  MELDER (1993)
 BX1164
 BX1164                         *CURRENT SURVEY CONTROL
 BX1164  ___________________________________________________________________
 BX1164* NAD 83(1986)-  31 06 59.     (N)    092 39 10.     (W)     SCALED    
 BX1164* NAVD 88     -        57.32   (+/-2cm)     188.1    (feet)  VERTCON   
 BX1164  ___________________________________________________________________
 BX1164  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX1164
 BX1164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1164
 BX1164.The horizontal coordinates were scaled from a topographic map and have
 BX1164.an estimated accuracy of +/- 6 seconds.
 BX1164
 BX1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1164.The vertical order pertains to the NGVD 29 superseded value.
 BX1164
 BX1164.The geoid height was determined by GEOID03.
 BX1164
 BX1164;                    North         East    Units  Estimated Accuracy
 BX1164;SPC LA N     -    68,350.      985,430.      MT  (+/- 180 meters Scaled)
 BX1164
 BX1164                          SUPERSEDED SURVEY CONTROL
 BX1164
 BX1164  NGVD 29 (??/??/??)   57.310  (m)          188.02   (f) ADJUSTED    2 0
 BX1164
 BX1164.Superseded values are not recommended for survey control.
 BX1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1164.See file dsdata.txt to determine how the superseded data were derived.
 BX1164
 BX1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ331425(NAD 83)
 BX1164_MARKER: DB = BENCH MARK DISK
 BX1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1164_STAMPING: T 181 1961
 BX1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1164+STABILITY: SURFACE MOTION
 BX1164
 BX1164  HISTORY     - Date     Condition        Report By
 BX1164  HISTORY     - 1961     MONUMENTED       CGS
 BX1164  HISTORY     - 19990424 GOOD             USPSQD
 BX1164
 BX1164                          STATION DESCRIPTION
 BX1164
 BX1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1164'7.05 MI E FROM HINESTON.
 BX1164'ABOUT 7.05 MILES EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF THE
 BX1164'HIGHWAY AND STATE HIGHWAY 28 AT HINESTON, IN SECTION 27, T 2 N, R 3 W,
 BX1164'1.15 MILES NORTHWEST OF THE J. NEWMAN STORE AT MELDER, 65 FEET
 BX1164'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTHWEST OF THE
 BX1164'CENTER LINE OF A GRADED DIRT ROAD LEADING SOUTH, 73 FEET WEST OF THE
 BX1164'CENTER OF THE JUNCTION OF THE HIGHWAY AND THE GRADED DIRT ROAD, 45 1/2
 BX1164'FEET SOUTH OF A TRANSFORMER POLE, 22 1/2 FEET SOUTHWEST OF A CORNER
 BX1164'FENCE POST, 2 FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHEAST OF A METAL
 BX1164'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 BX1164'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BX1164
 BX1164                          STATION RECOVERY (1999)
 BX1164
 BX1164'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2019 ***********************************************************************
 BX2019  DESIGNATION -  T 182
 BX2019  PID         -  BX2019
 BX2019  STATE/COUNTY-  LA/VERNON
 BX2019  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX2019
 BX2019                         *CURRENT SURVEY CONTROL
 BX2019  ___________________________________________________________________
 BX2019* NAD 83(1986)-  31 11 50.     (N)    093 04 38.     (W)     SCALED    
 BX2019* NAVD 88     -        84.84   (+/-2cm)     278.3    (feet)  VERTCON   
 BX2019  ___________________________________________________________________
 BX2019  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BX2019
 BX2019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2019
 BX2019.The horizontal coordinates were scaled from a topographic map and have
 BX2019.an estimated accuracy of +/- 6 seconds.
 BX2019
 BX2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2019.The vertical order pertains to the NGVD 29 superseded value.
 BX2019
 BX2019.The geoid height was determined by GEOID03.
 BX2019
 BX2019;                    North         East    Units  Estimated Accuracy
 BX2019;SPC LA N     -    77,450.      944,990.      MT  (+/- 180 meters Scaled)
 BX2019
 BX2019                          SUPERSEDED SURVEY CONTROL
 BX2019
 BX2019  NGVD 29 (??/??/??)   84.900  (m)          278.54   (f) ADJUSTED    2 0
 BX2019
 BX2019.Superseded values are not recommended for survey control.
 BX2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2019.See file dsdata.txt to determine how the superseded data were derived.
 BX2019
 BX2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ926514(NAD 83)
 BX2019_MARKER: DB = BENCH MARK DISK
 BX2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2019_STAMPING: T 182 1961
 BX2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2019+STABILITY: SURFACE MOTION
 BX2019
 BX2019  HISTORY     - Date     Condition        Report By
 BX2019  HISTORY     - 1961     MONUMENTED       CGS
 BX2019  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2019  HISTORY     - 20010331 POOR             NGS
 BX2019
 BX2019                          STATION DESCRIPTION
 BX2019
 BX2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2019'3.1 MI E FROM SLAGLE.
 BX2019'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX2019'AND STORE AT SLAGLE, THENCE 2.55 MILES EAST ALONG STATE HIGHWAY 1214,
 BX2019'IN SECTION 34, T 3 N, R 7 W, 0.3 MILE WEST OF A HILL AND A DIRT ROAD
 BX2019'LEADING NORTH, 0.25 MILE EAST OF A WOODEN BRIDGE OVER BURDON CREEK,
 BX2019'NORTH OF AND ACROSS THE HIGHWAY FROM A FARMHOUSE, 52 FEET NORTH OF THE
 BX2019'CENTER LINE OF THE HIGHWAY, 56 FEET EAST OF THE CENTER LINE OF A TRAIL
 BX2019'ROAD LEADING NORTH, 19 1/2 FEET NORTHWEST OF A DOUBLE BRACED POWER
 BX2019'POLE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 BX2019'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX2019'PROJECTING 4 INCHES.
 BX2019
 BX2019                          STATION RECOVERY (1994)
 BX2019
 BX2019'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2019'MARK NOT FOUND.
 BX2019
 BX2019                          STATION RECOVERY (2001)
 BX2019
 BX2019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2019'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1200 ***********************************************************************
 BK1200  DESIGNATION -  T 183
 BK1200  PID         -  BK1200
 BK1200  STATE/COUNTY-  LA/VERNON
 BK1200  USGS QUAD   -  PITKIN (1972)
 BK1200
 BK1200                         *CURRENT SURVEY CONTROL
 BK1200  ___________________________________________________________________
 BK1200* NAD 83(1986)-  30 56 54.     (N)    092 57 52.     (W)     SCALED    
 BK1200* NAVD 88     -        50.06   (+/-2cm)     164.2    (feet)  VERTCON   
 BK1200  ___________________________________________________________________
 BK1200  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BK1200
 BK1200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1200
 BK1200.The horizontal coordinates were scaled from a topographic map and have
 BK1200.an estimated accuracy of +/- 6 seconds.
 BK1200
 BK1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1200.The vertical order pertains to the NGVD 29 superseded value.
 BK1200
 BK1200.The geoid height was determined by GEOID03.
 BK1200
 BK1200;                    North         East    Units  Estimated Accuracy
 BK1200;SPC LA N     -    49,810.      955,620.      MT  (+/- 180 meters Scaled)
 BK1200
 BK1200                          SUPERSEDED SURVEY CONTROL
 BK1200
 BK1200  NGVD 29 (??/??/??)   50.112  (m)          164.41   (f) ADJUSTED    2 0
 BK1200
 BK1200.Superseded values are not recommended for survey control.
 BK1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1200.See file dsdata.txt to determine how the superseded data were derived.
 BK1200
 BK1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ033238(NAD 83)
 BK1200_MARKER: DB = BENCH MARK DISK
 BK1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1200_SP_SET: CULVERT
 BK1200_STAMPING: T 183 1961
 BK1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1200
 BK1200  HISTORY     - Date     Condition        Report By
 BK1200  HISTORY     - 1961     MONUMENTED       CGS
 BK1200  HISTORY     - 1972     GOOD             LADTD
 BK1200  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1200  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1200
 BK1200                          STATION DESCRIPTION
 BK1200
 BK1200'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1200'2.1 MI W FROM PITKIN.
 BK1200'LOCATED ABOUT 2.1 MILES WEST ALONG LOUISIANA HIGHWAY 10 FROM THE POST
 BK1200'OFFICE AT PITKIN.  1.3 MILES WEST OF B.M. U 183 1961.  0.7 MILES
 BK1200'NORTHWEST OF B.M. X 43.  0.2 MILES NORTHWEST OF BRIDGE NO.
 BK1200'066-03-0448-1.  17.5 FEET SOUTH SOUTHWEST OF THE CENTER OF LOUISIANA
 BK1200'HIGHWAY 10.  SET IN THE TOP OF THE SOUTH END OF A CONCRETE RETAINING
 BK1200'WALL WHICH EXTENDS SOUTH FROM THE SOUTHEAST END OF A CONCRETE HEADWALL
 BK1200'OF A CONCRETE BOX CULVERT.  ABOUT 1 FOOT BELOW THE LEVEL OF LOUISIANA
 BK1200'HIGHWAY 10.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BK1200
 BK1200                          STATION RECOVERY (1994)
 BK1200
 BK1200'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1200'MARK NOT FOUND.
 BK1200
 BK1200                          STATION RECOVERY (2001)
 BK1200
 BK1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1200'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1228 ***********************************************************************
 BJ1228  DESIGNATION -  T 19
 BJ1228  PID         -  BJ1228
 BJ1228  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1228  USGS QUAD   -  HAMMOND (1994)
 BJ1228
 BJ1228                         *CURRENT SURVEY CONTROL
 BJ1228  ___________________________________________________________________
 BJ1228* NAD 83(1986)-  30 35 56.     (N)    090 29 23.     (W)     SCALED    
 BJ1228* NAVD 88     -        20.572  (meters)      67.49   (feet)  ADJUSTED  
 BJ1228  ___________________________________________________________________
 BJ1228  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ1228  DYNAMIC HT  -          20.545 (meters)      67.40  (feet)  COMP
 BJ1228  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ1228
 BJ1228  VERT ORDER  -  FIRST     CLASS I
 BJ1228
 BJ1228.The horizontal coordinates were scaled from a topographic map and have
 BJ1228.an estimated accuracy of +/- 6 seconds.
 BJ1228
 BJ1228.The orthometric height was determined by differential leveling
 BJ1228.and adjusted by the National Geodetic Survey in February 1994..
 BJ1228
 BJ1228.The geoid height was determined by GEOID03.
 BJ1228
 BJ1228.The dynamic height is computed by dividing the NAVD 88
 BJ1228.geopotential number by the normal gravity value computed on the
 BJ1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1228.degrees latitude (g = 980.6199 gals.).
 BJ1228
 BJ1228.The modeled gravity was interpolated from observed gravity values.
 BJ1228
 BJ1228;                    North         East    Units  Estimated Accuracy
 BJ1228;SPC LA S     -   232,950.    1,080,900.      MT  (+/- 180 meters Scaled)
 BJ1228
 BJ1228                          SUPERSEDED SURVEY CONTROL
 BJ1228
 BJ1228  NAVD 88 (06/15/91)   20.630  (m)           67.68   (f) UNKNOWN     1 1
 BJ1228  NGVD 29 (??/??/??)   20.612  (m)           67.62   (f) ADJUSTED    1 1
 BJ1228
 BJ1228.Superseded values are not recommended for survey control.
 BJ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1228.See file dsdata.txt to determine how the superseded data were derived.
 BJ1228
 BJ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP406878(NAD 83)
 BJ1228_MARKER: DB = BENCH MARK DISK
 BJ1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1228_SP_SET: CONCRETE POST
 BJ1228_STAMPING: T 19 1934 .189
 BJ1228_MARK LOGO: CGS   
 BJ1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1228+STABILITY: SURFACE MOTION
 BJ1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1228+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BJ1228
 BJ1228  HISTORY     - Date     Condition        Report By
 BJ1228  HISTORY     - 1934     MONUMENTED       CGS
 BJ1228  HISTORY     - 1969     GOOD             CGS
 BJ1228  HISTORY     - 19920611 GOOD             NGS
 BJ1228  HISTORY     - 20060419 GOOD             NGS
 BJ1228
 BJ1228                          STATION DESCRIPTION
 BJ1228
 BJ1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1228'2.55 MI S FROM INDEPENDENCE.
 BJ1228'ABOUT 2.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1228'STATION AT INDEPENDENCE, 0.5 MILE NORTH OF MILEPOST 853, AT A GRAVEL
 BJ1228'ROAD CROSSING, 57 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 28
 BJ1228'FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 51, 23 FEET NORTH OF THE
 BJ1228'CENTER LINE OF THE GRAVEL ROAD, 2 FEET NORTH OF A METAL WITNESS POST,
 BJ1228'3 FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL WITH U. S. HIGHWAY 51
 BJ1228'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE
 BJ1228'LEVEL OF THE GROUND.  SEC 22, T 5S, R 7E.
 BJ1228
 BJ1228                          STATION RECOVERY (1992)
 BJ1228
 BJ1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1228'10.8 KM (6.70 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1228'THE POST OFFICE IN HAMMOND, 21.7 M (71.2 FT) WEST OF THE NEAR RAIL,
 BJ1228'8.5 M (27.9 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, 7.0 M
 BJ1228'(23.0 FT) NORTH OF THE CENTER OF A ROAD, 4.5 M (14.8 FT) WEST OF A
 BJ1228'WITNESS POST, 2.6 M (8.5 FT) NORTH-NORTHWEST OF THE NORTH END OF A
 BJ1228'CULVERT, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT)
 BJ1228'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 BJ1228'GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED AND THE 68 OF THE
 BJ1228'ORIGINAL STAMPED ELEVATION IS ILLEGIBLE.
 BJ1228
 BJ1228                          STATION RECOVERY (2006)
 BJ1228
 BJ1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1228'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1925 ***********************************************************************
 AU1925  DESIGNATION -  T 193
 AU1925  PID         -  AU1925
 AU1925  STATE/COUNTY-  LA/ORLEANS
 AU1925  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU1925
 AU1925                         *CURRENT SURVEY CONTROL
 AU1925  ___________________________________________________________________
 AU1925* NAD 83(1992)-  29 59 59.83839(N)    090 07 22.43997(W)     ADJUSTED  
 AU1925* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU1925  **This station is located in a subsidence area (see below).
 AU1925  ___________________________________________________________________
 AU1925  X           -     -11,858.115 (meters)                     COMP
 AU1925  Y           -  -5,528,225.963 (meters)                     COMP
 AU1925  Z           -   3,170,357.621 (meters)                     COMP
 AU1925  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU1925  ELLIP HEIGHT-         -23.61  (meters)          (09/30/02) GPS OBS
 AU1925  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU1925  DYNAMIC HT  -           2.7   (meters)       9.    (feet)  COMP
 AU1925  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 AU1925  OBS GRAVITY -     979,314.6   (mgal)                       GRAV_OBS
 AU1925
 AU1925  HORZ ORDER  -  FIRST
 AU1925  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1925  ELLP ORDER  -  FOURTH    CLASS II
 AU1925
 AU1925.The horizontal coordinates were established by GPS observations
 AU1925.and adjusted by the National Geodetic Survey in January 1993..
 AU1925
 AU1925 ** The orthometric height has not been validated since last determined
 AU1925 ** by differential leveling and should not be used for control purposes.
 AU1925 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1925 ** area with valid NAVD 88 orthometric heights.
 AU1925 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1925 ** epoch indicated which incorporates improved geoid heights for the
 AU1925 ** Southern Louisiana Subsidence area.
 AU1925 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1925.The orthometric height was scaled from a topographic map.
 AU1925.The vertical order pertains to the first NAVD 88 superseded value.
 AU1925
 AU1925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1925
 AU1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1925
 AU1925.The ellipsoidal height was determined by GPS observations
 AU1925.and is referenced to NAD 83.
 AU1925
 AU1925.The geoid height was determined by GEOID03.
 AU1925
 AU1925.The dynamic height is computed by dividing the NAVD 88
 AU1925.geopotential number by the normal gravity value computed on the
 AU1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1925.degrees latitude (g = 980.6199 gals.).
 AU1925
 AU1925.The modeled gravity was interpolated from observed gravity values.
 AU1925.The observed gravity was obtained from relative gravimeter ties
 AU1925.to the IGSN71 gravity network.
 AU1925
 AU1925;                    North         East     Units Scale Factor Converg.
 AU1925;SPC LA S     -   166,878.230 1,116,779.419   MT  0.99992574   +0 36 18.8
 AU1925;SPC LA S     -   547,499.66  3,663,967.14   sFT  0.99992574   +0 36 18.8
 AU1925;UTM  15      - 3,322,266.490   777,548.505   MT  1.00055052   +1 26 22.1
 AU1925
 AU1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1925!SPC LA S     -   1.00000371  x   0.99992574  =   0.99992945
 AU1925!UTM  15      -   1.00000371  x   1.00055052  =   1.00055423
 AU1925
 AU1925                          SUPERSEDED SURVEY CONTROL
 AU1925
 AU1925  ELLIP H (01/21/93)  -23.57   (m)                       GP(       ) 4 2
 AU1925  NAD 83(1986)-  29 59 59.85575(N)    090 07 22.43685(W) AD(       ) 1
 AU1925  NAD 27      -  29 59 59.12524(N)    090 07 22.17396(W) AD(       ) 1
 AU1925  NAVD 88 (02/14/94)    2.673  (m)            8.77   (f) UNKNOWN     1 2
 AU1925  NGVD 29 (05/21/91)    2.732  (m)            8.96   (f) ADJUSTED    1 2
 AU1925
 AU1925.Superseded values are not recommended for survey control.
 AU1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1925.See file dsdata.txt to determine how the superseded data were derived.
 AU1925
 AU1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7754922266(NAD 83)
 AU1925_MARKER: DB = BENCH MARK DISK
 AU1925_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AU1925_SP_SET: CURB
 AU1925_STAMPING: T 193 1964
 AU1925_MARK LOGO: CGS   
 AU1925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1925+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 AU1925
 AU1925  HISTORY     - Date     Condition        Report By
 AU1925  HISTORY     - 1964     MONUMENTED       CGS
 AU1925  HISTORY     - 1984     GOOD             LA-051
 AU1925  HISTORY     - 1987     GOOD             LADTD
 AU1925  HISTORY     - 19901115 GOOD             NGS
 AU1925  HISTORY     - 19941117 GOOD             NGS
 AU1925
 AU1925                          STATION DESCRIPTION
 AU1925
 AU1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AU1925'2.0 MI E FROM METAIRIE.
 AU1925'ABOUT 2.0 MILES EAST ALONG THE VETERANS MEMORIAL HIGHWAY FROM ITS
 AU1925'INTERSECTION WITH NORTH CAUSEWAY BLVD. AT METAIRIE, NEAR THE
 AU1925'ORLEANS-JEFFERSON PARISH LINE, 0.4 MILE WEST ALONG VETERANS MEMORIAL
 AU1925'HIGHWAY FROM THE JUNCTION OF PONTCHARTRAIN BLVD. IN ORLEANS PARISH,
 AU1925'SET ON THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE
 AU1925'VETERANS MEMORIAL HIGHWAY BRIDGE OVER THE 17TH STREET CANAL, 16 FEET
 AU1925'NORTH OF THE CENTER LINE OF THE EAST-BOUND LANE OF THE HIGHWAY, 15
 AU1925'FEET SOUTHWEST OF THE EAST END OF THE NORTH GUARD RAIL OF BRIDGE AND
 AU1925'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AU1925
 AU1925                          STATION RECOVERY (1984)
 AU1925
 AU1925'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU1925'RECOVERED IN GOOD CONDITION.
 AU1925
 AU1925                          STATION RECOVERY (1987)
 AU1925
 AU1925'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU1925'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU1925'A NEW DESCRIPTION FOLLOWS.
 AU1925'
 AU1925'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 AU1925'NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND PONCHATRAIN
 AU1925'BOULEVARD,
 AU1925'4.7 KM (2.9 MI) EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AU1925'CAUSEWAY BOULEVARD, SET IN A BRIDGE.
 AU1925'OWNERSHIP--CITY OF NEW ORLEANS.
 AU1925'
 AU1925'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND
 AU1925'CAUSEWAY BOULEVARD, GO NORTH FOR 0.55 KM (0.35 MI) ON CAUSEWAY
 AU1925'BOULEVARD TO VETERANS MEMORIAL HIGHWAY.
 AU1925'TURN RIGHT AND GO EAST FOR 3.14 KM (1.95 MI) ON VETERANS HIGHWAY TO
 AU1925'THE EAST END OF A BRIDGE OVER A CANAL AND THE STATION ON THE LEFT.
 AU1925'
 AU1925'THE STATION IS A STANDARD CGS DISK
 AU1925'STAMPED---T 193 1964---,
 AU1925'SET INTO A DRILL HOLE IN THE NORTH CURB OF THE BRIDGE ABUTMENT.
 AU1925'4.6 METERS (15.1 FT) SOUTHWEST FROM THE EAST END OF THE CIRCULAR
 AU1925'BANNISTER,
 AU1925'0.3 METERS (1 FT) NORTH FROM THE CURB EDGE, AND
 AU1925'0.3 METERS (1 FT) SOUTH FROM THE BANNISTER.
 AU1925
 AU1925                          STATION RECOVERY (1990)
 AU1925
 AU1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU1925'IN NEW ORLEANS, AT THE INTERSECTION OF VETERANS MEMORIAL BOULEVARD
 AU1925'AND THE METAIRIE OUTFALL CANAL, IN THE NORTH CURB OF THE EASTBOUND
 AU1925'BRIDGE SPANNING THE CANAL, 0.4 M (1.3 FT) NORTH OF THE SOUTH EDGE OF
 AU1925'THE CURB, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 AU1925
 AU1925                          STATION RECOVERY (1994)
 AU1925
 AU1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU1925'IN NEW ORLEANS, AT THE INTERSECTION OF VETERANS MEMORIAL BOULEVARD AND
 AU1925'THE METAIRIE OUTFALL CANAL, IN THE NORTH CURB OF THE EASTBOUND LANES
 AU1925'OF THE BOULEVARD, 0.3 M (1.0 FT) EAST OF THE EAST END OF THE EASTBOUND
 AU1925'BRIDGE SPANNING THE CANAL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AU1925'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3340 ***********************************************************************
 AU3340  DESIGNATION -  T 193 AZ MK
 AU3340  PID         -  AU3340
 AU3340  STATE/COUNTY-  LA/ORLEANS
 AU3340  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3340
 AU3340                         *CURRENT SURVEY CONTROL
 AU3340  ___________________________________________________________________
 AU3340* NAD 83(1992)-  29 59 58.06633(N)    090 06 55.97318(W)     ADJUSTED  
 AU3340* NAVD 88     -        -1.   **(meters)      -3.   **(feet)  SCALED    
 AU3340  **This station is located in a subsidence area (see below).
 AU3340  ___________________________________________________________________
 AU3340  X           -     -11,148.812 (meters)                     COMP
 AU3340  Y           -  -5,528,251.508 (meters)                     COMP
 AU3340  Z           -   3,170,308.510 (meters)                     COMP
 AU3340  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU3340  ELLIP HEIGHT-         -27.32  (meters)          (01/21/03) GPS OBS
 AU3340  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU3340  DYNAMIC HT  -          -1.0   (meters)      -3.    (feet)  COMP
 AU3340  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 AU3340
 AU3340  HORZ ORDER  -  FIRST
 AU3340  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3340  ELLP ORDER  -  FOURTH    CLASS II
 AU3340
 AU3340.The horizontal coordinates were established by GPS observations
 AU3340.and adjusted by the National Geodetic Survey in January 1993..
 AU3340
 AU3340 ** The orthometric height has not been validated since last determined
 AU3340 ** by differential leveling and should not be used for control purposes.
 AU3340 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3340 ** area with valid NAVD 88 orthometric heights.
 AU3340 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3340 ** epoch indicated which incorporates improved geoid heights for the
 AU3340 ** Southern Louisiana Subsidence area.
 AU3340 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3340.The orthometric height was scaled from a topographic map.
 AU3340.The vertical order pertains to the first NAVD 88 superseded value.
 AU3340
 AU3340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3340
 AU3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3340
 AU3340.The ellipsoidal height was determined by GPS observations
 AU3340.and is referenced to NAD 83.
 AU3340
 AU3340.The geoid height was determined by GEOID03.
 AU3340
 AU3340.The dynamic height is computed by dividing the NAVD 88
 AU3340.geopotential number by the normal gravity value computed on the
 AU3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3340.degrees latitude (g = 980.6199 gals.).
 AU3340
 AU3340.The modeled gravity was interpolated from observed gravity values.
 AU3340
 AU3340;                    North         East     Units Scale Factor Converg.
 AU3340;SPC LA S     -   166,831.186 1,117,489.263   MT  0.99992574   +0 36 32.1
 AU3340;SPC LA S     -   547,345.32  3,666,296.02   sFT  0.99992574   +0 36 32.1
 AU3340;UTM  15      - 3,322,229.763   778,259.404   MT  1.00055540   +1 26 35.3
 AU3340
 AU3340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3340!SPC LA S     -   1.00000429  x   0.99992574  =   0.99993003
 AU3340!UTM  15      -   1.00000429  x   1.00055540  =   1.00055969
 AU3340
 AU3340                          SUPERSEDED SURVEY CONTROL
 AU3340
 AU3340  ELLIP H (01/21/93)  -27.28   (m)                       GP(       ) 4 2
 AU3340  NAD 83(1986)-  29 59 58.08330(N)    090 06 55.97060(W) AD(       ) 1
 AU3340  NAVD 88 (02/14/94)   -1.002  (m)           -3.29   (f) UNKNOWN     1 2
 AU3340  NGVD 29 (05/21/91)   -0.943  (m)           -3.09   (f) ADJUSTED    1 2
 AU3340
 AU3340.Superseded values are not recommended for survey control.
 AU3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3340.See file dsdata.txt to determine how the superseded data were derived.
 AU3340
 AU3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7825922230(NAD 83)
 AU3340_MARKER: DZ = AZIMUTH MARK DISK
 AU3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3340_SP_SET: CONCRETE POST
 AU3340_STAMPING: T 193 OPE 1988
 AU3340_MARK LOGO: NGS   
 AU3340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AU3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3340+STABILITY: SURFACE MOTION
 AU3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3340+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 AU3340
 AU3340  HISTORY     - Date     Condition        Report By
 AU3340  HISTORY     - 1988     MONUMENTED       LADTD
 AU3340  HISTORY     - 19890125 GOOD
 AU3340  HISTORY     - 19901106 GOOD             NGS
 AU3340  HISTORY     - 19941117 GOOD             NGS
 AU3340
 AU3340                          STATION DESCRIPTION
 AU3340
 AU3340'DESCRIBED BY LA TRANSP AND DEV 1988
 AU3340'THE STATION IS LOCATED AT VETERANS MEMORIAL BLVD IN THE MEDIAN OF
 AU3340'PONTCHATRAIN BLVD AND WEST END BLVD, 1.9 KM (1.20 MI) WEST-SOUTHWEST
 AU3340'OF CITY PARK. OWNERSHIP--CITY OF NEW ORLEANS.
 AU3340'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND CAUSEWAY
 AU3340'BLVD, GO NORTH FOR 0.55 KM (0.35 MI) ON CAUSEWAY BLVD TO VETERANS
 AU3340'MEMORIAL BLVD, TURN RIGHT AND GO EAST FOR 3.9 KM (2.40 MI) ON VETERANS
 AU3340'MEMORIAL BLVD TO THE MEDIAN OF PONTCHATRAIN BLVD AND WEST END BLVD AND
 AU3340'THE STATION ON THE RIGHT.
 AU3340'THE STATION IS FLUSH WITH THE GROUND 67.4 M (221.1 FT) EAST FROM THE
 AU3340'CENTER OF PONTCHATRAIN BLVD, 60.7 M (199.1 FT) EAST FROM A LIGHT
 AU3340'STANDARD NUMBERED V 17, 45.1 M (148.0 FT) WEST FROM THE CENTER OF WEST
 AU3340'END BLVD, 36.6 M (120.1 FT) SOUTH FROM THE CENTER OF THE EAST BOUND
 AU3340'LANES OF VETERANS MEMORIAL BLVD AND 0.6 M (2.0 FT) NORTH FROM A
 AU3340'FIBERGLASS WITNESS POST.
 AU3340
 AU3340                          STATION RECOVERY (1989)
 AU3340
 AU3340'RECOVERED 1989
 AU3340'RECOVERED IN GOOD CONDITION.
 AU3340
 AU3340                          STATION RECOVERY (1990)
 AU3340
 AU3340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU3340'IN NEW ORLEANS, AT THE INTERSECTION OF VETERANS AND WEST END
 AU3340'BOULEVARDS, 45.1 M (148.0 FT) WEST OF AND LEVEL WITH THE CENTERLINE
 AU3340'OF THE NORTHBOUND LANES OF WEST END BOULEVARD, 36.6 M (120.1 FT)
 AU3340'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF VETERANS
 AU3340'BOULEVARD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AU3340
 AU3340                          STATION RECOVERY (1994)
 AU3340
 AU3340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3340'IN NEW ORLEANS, AT THE INTERSECTION OF VETERANS AND WEST END
 AU3340'BOULEVARDS, 45.1 M (148.0 FT) WEST OF AND LEVEL WITH THE CENTER OF THE
 AU3340'NORTHBOUND LANES OF WEST END BOULEVARD, 36.6 M (120.1 FT) SOUTHEAST OF
 AU3340'THE CENTERLINE OF THE EASTBOUND LANES OF VETERANS BOULEVARD, AND THE
 AU3340'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0739 ***********************************************************************
 BJ0739  DESIGNATION -  T 204 RESET
 BJ0739  PID         -  BJ0739
 BJ0739  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0739  USGS QUAD   -  ERWINVILLE (1980)
 BJ0739
 BJ0739                         *CURRENT SURVEY CONTROL
 BJ0739  ___________________________________________________________________
 BJ0739* NAD 83(1986)-  30 32 32.     (N)    091 26 01.     (W)     SCALED    
 BJ0739* NAVD 88     -         7.151  (meters)      23.46   (feet)  ADJUSTED  
 BJ0739  ___________________________________________________________________
 BJ0739  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ0739  DYNAMIC HT  -           7.142 (meters)      23.43  (feet)  COMP
 BJ0739  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ0739
 BJ0739  VERT ORDER  -  FIRST     CLASS I
 BJ0739
 BJ0739.The horizontal coordinates were scaled from a topographic map and have
 BJ0739.an estimated accuracy of +/- 6 seconds.
 BJ0739
 BJ0739.The orthometric height was determined by differential leveling
 BJ0739.and adjusted by the National Geodetic Survey in February 1994..
 BJ0739
 BJ0739.The geoid height was determined by GEOID03.
 BJ0739
 BJ0739.The dynamic height is computed by dividing the NAVD 88
 BJ0739.geopotential number by the normal gravity value computed on the
 BJ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0739.degrees latitude (g = 980.6199 gals.).
 BJ0739
 BJ0739.The modeled gravity was interpolated from observed gravity values.
 BJ0739
 BJ0739;                    North         East    Units  Estimated Accuracy
 BJ0739;SPC LA S     -   226,380.      990,380.      MT  (+/- 180 meters Scaled)
 BJ0739
 BJ0739                          SUPERSEDED SURVEY CONTROL
 BJ0739
 BJ0739  NAVD 88 (06/15/91)    7.179  (m)           23.55   (f) UNKNOWN     1 1
 BJ0739  NGVD 29 (??/??/??)    7.141  (m)           23.43   (f) ADJUSTED    1 1
 BJ0739
 BJ0739.Superseded values are not recommended for survey control.
 BJ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0739.See file dsdata.txt to determine how the superseded data were derived.
 BJ0739
 BJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP502799(NAD 83)
 BJ0739_MARKER: DB = BENCH MARK DISK
 BJ0739_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ0739_SP_SET: CONCRETE CURB
 BJ0739_STAMPING: T 204 1964 RESET 1969
 BJ0739_MARK LOGO: CGS   
 BJ0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0739
 BJ0739  HISTORY     - Date     Condition        Report By
 BJ0739  HISTORY     - 1969     MONUMENTED       CGS
 BJ0739  HISTORY     - 1976     GOOD             NGS
 BJ0739  HISTORY     - 1986     GOOD             NGS
 BJ0739
 BJ0739                          STATION DESCRIPTION
 BJ0739
 BJ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0739'1.75 MI W FROM ERWINVILLE.
 BJ0739'LOCATED ABOUT 1.75 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BJ0739'THE STATION AT ERWINVILLE, IN THE NORTHWEST END OF A CONCRETE BRIDGE
 BJ0739'UNDER U.S. HIGHWAY 190, 193 FEET NORTH OF THE NORTH RAIL OF THE
 BJ0739'TRACKS, 20 FEET NORTH OF THE WEST BOUND LANE OF TRAFFICE, 1 FOOT EAST
 BJ0739'OF THE WEST END OF THE BRIDGE AND 1.5 FEET EAST OF A METAL WITNESS
 BJ0739'POST.  IT IS A BENCH MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 BJ0739'BASE FOR THE NORTH RAIL OF THE BRIDGE ABOUT 1 FOOT ABOVE THE SURFACE
 BJ0739'OF THE HIGHWAY.
 BJ0739
 BJ0739                          STATION RECOVERY (1976)
 BJ0739
 BJ0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0739'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0739'STATE HIGHWAY 413, 0.3 MILE SOUTHEAST OF THE JUNCTION OF STATE
 BJ0739'HIGHWAY 1, AT A CONCRETE BRIDGE, 20 FT. NORTHEAST OF THE CENTER
 BJ0739'LINE OF THE NORTHEAST HIGHWAY LANES, IN THE TOP OF THE NORTHWEST
 BJ0739'END OF THE NORTHEAST CONCRETE CURB OF THE BRIDGE, 1.1 FT SOUTHEAST
 BJ0739'OF THE NORTHWEST END OF THE CURB.
 BJ0739
 BJ0739                          STATION RECOVERY (1986)
 BJ0739
 BJ0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0329 ***********************************************************************
 BJ0329  DESIGNATION -  T 205
 BJ0329  PID         -  BJ0329
 BJ0329  STATE/COUNTY-  LA/ST LANDRY
 BJ0329  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0329
 BJ0329                         *CURRENT SURVEY CONTROL
 BJ0329  ___________________________________________________________________
 BJ0329* NAD 83(1986)-  30 32 20.     (N)    091 47 42.     (W)     SCALED    
 BJ0329* NAVD 88     -        14.377  (meters)      47.17   (feet)  ADJUSTED  
 BJ0329  ___________________________________________________________________
 BJ0329  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0329  DYNAMIC HT  -          14.358 (meters)      47.11  (feet)  COMP
 BJ0329  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BJ0329
 BJ0329  VERT ORDER  -  FIRST     CLASS I
 BJ0329
 BJ0329.The horizontal coordinates were scaled from a topographic map and have
 BJ0329.an estimated accuracy of +/- 6 seconds.
 BJ0329
 BJ0329.The orthometric height was determined by differential leveling
 BJ0329.and adjusted by the National Geodetic Survey in February 1994..
 BJ0329
 BJ0329.The geoid height was determined by GEOID03.
 BJ0329
 BJ0329.The dynamic height is computed by dividing the NAVD 88
 BJ0329.geopotential number by the normal gravity value computed on the
 BJ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0329.degrees latitude (g = 980.6199 gals.).
 BJ0329
 BJ0329.The modeled gravity was interpolated from observed gravity values.
 BJ0329
 BJ0329;                    North         East    Units  Estimated Accuracy
 BJ0329;SPC LA S     -   226,090.      955,700.      MT  (+/- 180 meters Scaled)
 BJ0329
 BJ0329                          SUPERSEDED SURVEY CONTROL
 BJ0329
 BJ0329  NAVD 88 (06/15/91)   14.424  (m)           47.32   (f) UNKNOWN     1 1
 BJ0329  NGVD 29 (??/??/??)   14.396  (m)           47.23   (f) ADJUSTED    1 1
 BJ0329
 BJ0329.Superseded values are not recommended for survey control.
 BJ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0329.See file dsdata.txt to determine how the superseded data were derived.
 BJ0329
 BJ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP155791(NAD 83)
 BJ0329_MARKER: DB = BENCH MARK DISK
 BJ0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0329_SP_SET: ABUTMENT
 BJ0329_STAMPING: T 205 1964
 BJ0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0329
 BJ0329  HISTORY     - Date     Condition        Report By
 BJ0329  HISTORY     - 1964     MONUMENTED       CGS
 BJ0329  HISTORY     - 1976     GOOD             NGS
 BJ0329
 BJ0329                          STATION DESCRIPTION
 BJ0329
 BJ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0329'2.25 MI W FROM KROTZ SPRINGS.
 BJ0329'ABOUT 2.25 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0329'STATION AT KROTZ SPRINGS, 1 1/4 POLES EAST OF MILEPOST 607-20, SET IN
 BJ0329'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A LONG
 BJ0329'CONCRETE BRIDGE, 4.8 FEET SOUTH  OF THE SOUTH RAIL, AND ABOUT 1/2 FOOT
 BJ0329'BELOW THE LEVEL OF THE TRACK.
 BJ0329
 BJ0329                          STATION RECOVERY (1976)
 BJ0329
 BJ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0329'2.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0329'OFFICE AT KROTZ SPRINGS, 1.25 POLES EAST OF MILEPOST 607-20, SET IN
 BJ0329'TOP OF THE SOUTH END OF WEST CONCRETE ABUTMENT OF CONCRETE RAILROAD
 BJ0329'BRIDGE NUMBER 608-1, 5 FT SOUTH OF SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0085 ***********************************************************************
 BJ0085  DESIGNATION -  T 206
 BJ0085  PID         -  BJ0085
 BJ0085  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0085  USGS QUAD   -  WALLS (1994)
 BJ0085
 BJ0085                         *CURRENT SURVEY CONTROL
 BJ0085  ___________________________________________________________________
 BJ0085* NAD 83(1986)-  30 35 44.     (N)    091 19 19.     (W)     SCALED    
 BJ0085* NAVD 88     -        10.361  (meters)      33.99   (feet)  ADJUSTED  
 BJ0085  ___________________________________________________________________
 BJ0085  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0085  DYNAMIC HT  -          10.348 (meters)      33.95  (feet)  COMP
 BJ0085  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 BJ0085
 BJ0085  VERT ORDER  -  FIRST     CLASS I
 BJ0085
 BJ0085.The horizontal coordinates were scaled from a topographic map and have
 BJ0085.an estimated accuracy of +/- 6 seconds.
 BJ0085
 BJ0085.The orthometric height was determined by differential leveling
 BJ0085.and adjusted by the National Geodetic Survey in February 1994..
 BJ0085
 BJ0085.The geoid height was determined by GEOID03.
 BJ0085
 BJ0085.The dynamic height is computed by dividing the NAVD 88
 BJ0085.geopotential number by the normal gravity value computed on the
 BJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0085.degrees latitude (g = 980.6199 gals.).
 BJ0085
 BJ0085.The modeled gravity was interpolated from observed gravity values.
 BJ0085
 BJ0085;                    North         East    Units  Estimated Accuracy
 BJ0085;SPC LA S     -   232,290.    1,001,090.      MT  (+/- 180 meters Scaled)
 BJ0085
 BJ0085                          SUPERSEDED SURVEY CONTROL
 BJ0085
 BJ0085  NAVD 88 (06/15/91)   10.390  (m)           34.09   (f) UNKNOWN     1 1
 BJ0085  NGVD 29 (??/??/??)   10.349  (m)           33.95   (f) ADJUSTED    1 1
 BJ0085
 BJ0085.Superseded values are not recommended for survey control.
 BJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0085.See file dsdata.txt to determine how the superseded data were derived.
 BJ0085
 BJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP608859(NAD 83)
 BJ0085_MARKER: DB = BENCH MARK DISK
 BJ0085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0085_SP_SET: 96 FT.
 BJ0085_STAMPING: T 206 1964
 BJ0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0085+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 BJ0085
 BJ0085  HISTORY     - Date     Condition        Report By
 BJ0085  HISTORY     - 1964     MONUMENTED       CGS
 BJ0085  HISTORY     - 1976     GOOD             NGS
 BJ0085  HISTORY     - 20060603 GOOD             NGS
 BJ0085
 BJ0085                          STATION DESCRIPTION
 BJ0085
 BJ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0085'5.5 MI NW FROM DEVALL.
 BJ0085'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0085'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.35 MILE SOUTH OF THE JUNCTION OF
 BJ0085'STATE ROAD 984, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 184
 BJ0085'FEET NORTHEAST ACROSS THE HIGHWAY FROM POWER POLE NUMBER 147 WHICH IS
 BJ0085'BRACED WITH A GUY WIRE, 153 FEET WEST OF THE CENTER LINE OF A DIRT
 BJ0085'LEVEE, 1 FOOT EAST OF A FENCE, 5.0 FEET SOUTH OF THE MORE NORTHERLY OF
 BJ0085'TWO BRACE POSTS IN A FENCE LINE WITH THE POST BEARING A WITNESS
 BJ0085'SHIELD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BJ0085'DRIVEN TO A DEPTH OF 96 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 BJ0085'WHICH PROJECTS 4 INCHES.
 BJ0085
 BJ0085                          STATION RECOVERY (1976)
 BJ0085
 BJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0085'5.55 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0085'ELEMENTARY SCHOOL AT DEVALL, 0.35 MILE SOUTH OF STATE HIGHWAY 984
 BJ0085'JUNCTION, 43.5 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 184.5 FT
 BJ0085'NORTHEAST OF AND ACROSS THE HIGHWAY FPOWER LINE POLE ROM 126-184 WITH
 BJ0085'GUY WIRES, 153 FT WEST OF THE CENTER LINE OF THE WEST LEVEE ROAD OF
 BJ0085'THE MISSISSIPPI RIVER, 5.0 FT SOUTH OF THE NORTH ONE OF 2 BRACED
 BJ0085'FENCE POSTS, 1.0 FT EAST OF A FENCE.
 BJ0085
 BJ0085                          STATION RECOVERY (2006)
 BJ0085
 BJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0085'RECOVERED IN GOOD CONDITION. NOTE--DELETE 5.0 FT SOUTH OF THE NORTH
 BJ0085'ONE OF 2 BRACED FENCE POSTS AND NOW IS 5.6 FT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0051 ***********************************************************************
 BJ0051  DESIGNATION -  T 207
 BJ0051  PID         -  BJ0051
 BJ0051  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0051  USGS QUAD   -  MORGANZA (1994)
 BJ0051
 BJ0051                         *CURRENT SURVEY CONTROL
 BJ0051  ___________________________________________________________________
 BJ0051* NAD 83(1992)-  30 42 53.65787(N)    091 32 22.17871(W)     ADJUSTED  
 BJ0051* NAVD 88     -         9.399  (meters)      30.84   (feet)  ADJUSTED  
 BJ0051  ___________________________________________________________________
 BJ0051  X           -    -147,445.686 (meters)                     COMP
 BJ0051  Y           -  -5,486,206.448 (meters)                     COMP
 BJ0051  Z           -   3,238,750.957 (meters)                     COMP
 BJ0051  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ0051  ELLIP HEIGHT-         -17.89  (meters)          (01/02/04) GPS OBS
 BJ0051  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0051  DYNAMIC HT  -           9.387 (meters)      30.80  (feet)  COMP
 BJ0051  MODELED GRAV-     979,362.4   (mgal)                       NAVD 88
 BJ0051
 BJ0051  HORZ ORDER  -  THIRD
 BJ0051  VERT ORDER  -  FIRST     CLASS I
 BJ0051  ELLP ORDER  -  FOURTH    CLASS II
 BJ0051
 BJ0051.The horizontal coordinates were established by GPS observations
 BJ0051.and adjusted by the National Geodetic Survey in January 1993..
 BJ0051
 BJ0051.The orthometric height was determined by differential leveling
 BJ0051.and adjusted by the National Geodetic Survey in February 1994..
 BJ0051
 BJ0051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0051
 BJ0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0051
 BJ0051.The ellipsoidal height was determined by GPS observations
 BJ0051.and is referenced to NAD 83.
 BJ0051
 BJ0051.The geoid height was determined by GEOID03.
 BJ0051
 BJ0051.The dynamic height is computed by dividing the NAVD 88
 BJ0051.geopotential number by the normal gravity value computed on the
 BJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0051.degrees latitude (g = 980.6199 gals.).
 BJ0051
 BJ0051.The modeled gravity was interpolated from observed gravity values.
 BJ0051
 BJ0051;                    North         East     Units Scale Factor Converg.
 BJ0051;SPC LA S     -   245,533.624   980,252.384   MT  1.00000320   -0 06 11.1
 BJ0051;SPC LA S     -   805,554.90  3,216,044.70   sFT  1.00000320   -0 06 11.1
 BJ0051;UTM  15      - 3,398,917.465   639,849.124   MT  0.99984126   +0 44 46.0
 BJ0051
 BJ0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0051!SPC LA S     -   1.00000281  x   1.00000320  =   1.00000601
 BJ0051!UTM  15      -   1.00000281  x   0.99984126  =   0.99984407
 BJ0051
 BJ0051                          SUPERSEDED SURVEY CONTROL
 BJ0051
 BJ0051  ELLIP H (01/21/93)  -17.77   (m)                       GP(       ) 4 2
 BJ0051  NAD 83(1986)-  30 42 53.67647(N)    091 32 22.17517(W) AD(       ) 3
 BJ0051  NAD 27      -  30 42 53.00667(N)    091 32 21.75512(W) AD(       ) 3
 BJ0051  NAVD 88 (06/15/91)    9.432  (m)           30.94   (f) UNKNOWN     1 1
 BJ0051  NGVD 29 (??/??/??)    9.389  (m)           30.80   (f) ADJUSTED    1 1
 BJ0051
 BJ0051.Superseded values are not recommended for survey control.
 BJ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0051.See file dsdata.txt to determine how the superseded data were derived.
 BJ0051
 BJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3984998917(NAD 83)
 BJ0051_MARKER: DB = BENCH MARK DISK
 BJ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0051_STAMPING: T 207 1964
 BJ0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0051+STABILITY: SURFACE MOTION
 BJ0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0051+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BJ0051
 BJ0051  HISTORY     - Date     Condition        Report By
 BJ0051  HISTORY     - 1964     MONUMENTED       CGS
 BJ0051  HISTORY     - 1976     GOOD             NGS
 BJ0051  HISTORY     - 1987     GOOD             NGS
 BJ0051
 BJ0051                          STATION DESCRIPTION
 BJ0051
 BJ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0051'3.7 MI E FROM MORGANZA.
 BJ0051'ABOUT 3.6 MILES SOUTHEAST ALONG STATE ROAD 1 AND 10 FROM THE TEXAS AND
 BJ0051'PACIFIC RAILROAD STATION AT MORGANZA, THENCE 0.1 MILE NORTH ALONG
 BJ0051'STATE ROAD 420, AT THE WEST EDGE OF THE POINTE COUPEE PARISH
 BJ0051'SCHOOLGROUNDS, 219 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL
 BJ0051'BUILDING, 58 FEET EAST OF THE CENTER LINE OF STATE ROAD 420, 40 FEET
 BJ0051'SOUTH OF THE CENTER LINE OF A ROAD AT THE NORTH ENTRANCE TO THE
 BJ0051'SCHOOL, 16 1/2 FEET NORTH OF A POWER POLE SUPPORTED BY TWO GUY WIRES,
 BJ0051'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ0051'PROJECTING 3 INCHES.
 BJ0051
 BJ0051                          STATION RECOVERY (1976)
 BJ0051
 BJ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0051'3.8 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 10 FROM THE CITY HALL
 BJ0051'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 420, 219 FT WEST OF THE
 BJ0051'NORTHWEST CORNER OF THE LABARRE SCHOOL HOUSE, 58 FT EAST OF THE CENTER
 BJ0051'LINE OF THE HIGHWAY, 43 FT SOUTH OF THE CENTER LINE OF THE ENTRANCE
 BJ0051'ROAD TO THE SCHOOL, 18 FT NORTH OF A POWER LINE POLE BEARING A
 BJ0051'TRANSFORMER.
 BJ0051
 BJ0051                          STATION RECOVERY (1987)
 BJ0051
 BJ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BJ0051'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ0051'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BJ0051'OBSERVATIONS.
 BJ0051'
 BJ0051'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI)
 BJ0051'WEST-NORTHWEST OF NEW ROADS ON THE POINTE COUPEE PARISH SCHOOL
 BJ0051'GROUNDS AT LABARRE.
 BJ0051'OWNERSHIP--POINTE COUPEE PARISH, PERMISSION BY NORBERT HURST ASST.
 BJ0051'SUPERINTENDENT, PHONE 504-638-8674. (KEY REQUIRED)
 BJ0051'
 BJ0051'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3131, 1
 BJ0051'AND 10 AT THE WEST EDGE OF NEW ROADS, GO WEST-NORTHWEST ON HIGHWAY
 BJ0051'1 AND 10 FOR 6.5 KM (4.05 MI) TO THE JUNCTION OF STATE HIGHWAY 420
 BJ0051'ON THE RIGHT. TURN RIGHT AND GO NORTH ON HIGHWAY 420 FOR 0.2 KM
 BJ0051'(0.1 MI) TO THE NORTH ENTANCE OF THE POINTE COUPEE PARISH SCHOOL
 BJ0051'GROUNDS AND STATION ON THE RIGHT.
 BJ0051'
 BJ0051'THE STATION IS A STANDARD CGS DISK
 BJ0051'STAMPED---T 207 1964---,
 BJ0051'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ0051'30 CM IN DIAMETER PROJECTING 8 CM ABOVE GROUND.  LOCATED
 BJ0051'66.8 METERS (219 FT) WEST FROM THE NORTHWEST CORNER OF SCHOOL
 BJ0051'BUILDING,
 BJ0051'17.7 METERS (58 FT) EAST FROM THE CENTERLINE OF HIGHWAY 420,
 BJ0051'12.2 METERS (40 FT) SOUTH FROM THE CENTER OF ENTRANCE ROAD AND
 BJ0051'5.0 METERS (16.5 FT) NORTH FROM A POWER POLE SUPPORTED BY TWO
 BJ0051'GUY WIRES.
 BJ0051'
 BJ0051'DISCRIBED BY JDR, TYPED BY DEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0817 ***********************************************************************
 BJ0817  DESIGNATION -  T 208
 BJ0817  PID         -  BJ0817
 BJ0817  STATE/COUNTY-  LA/IBERVILLE
 BJ0817  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0817
 BJ0817                         *CURRENT SURVEY CONTROL
 BJ0817  ___________________________________________________________________
 BJ0817* NAD 83(1986)-  30 13 55.     (N)    091 18 51.     (W)     SCALED    
 BJ0817* NAVD 88     -         2.938  (meters)       9.64   (feet)  ADJUSTED  
 BJ0817  ___________________________________________________________________
 BJ0817  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0817  DYNAMIC HT  -           2.934 (meters)       9.63  (feet)  COMP
 BJ0817  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 BJ0817
 BJ0817  VERT ORDER  -  FIRST     CLASS I
 BJ0817
 BJ0817.The horizontal coordinates were scaled from a topographic map and have
 BJ0817.an estimated accuracy of +/- 6 seconds.
 BJ0817
 BJ0817.The orthometric height was determined by differential leveling
 BJ0817.and adjusted by the National Geodetic Survey in February 1994..
 BJ0817
 BJ0817.The geoid height was determined by GEOID03.
 BJ0817
 BJ0817.The dynamic height is computed by dividing the NAVD 88
 BJ0817.geopotential number by the normal gravity value computed on the
 BJ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0817.degrees latitude (g = 980.6199 gals.).
 BJ0817
 BJ0817.The modeled gravity was interpolated from observed gravity values.
 BJ0817
 BJ0817;                    North         East    Units  Estimated Accuracy
 BJ0817;SPC LA S     -   191,980.    1,001,850.      MT  (+/- 180 meters Scaled)
 BJ0817
 BJ0817                          SUPERSEDED SURVEY CONTROL
 BJ0817
 BJ0817  NGVD 29 (??/??/??)    2.959  (m)            9.71   (f) ADJUSTED    1 1
 BJ0817
 BJ0817.Superseded values are not recommended for survey control.
 BJ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0817.See file dsdata.txt to determine how the superseded data were derived.
 BJ0817
 BJ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP622456(NAD 83)
 BJ0817_MARKER: DB = BENCH MARK DISK
 BJ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0817_STAMPING: T 208 1964
 BJ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0817+STABILITY: SURFACE MOTION
 BJ0817
 BJ0817  HISTORY     - Date     Condition        Report By
 BJ0817  HISTORY     - 1964     MONUMENTED       CGS
 BJ0817  HISTORY     - 1976     GOOD             NGS
 BJ0817
 BJ0817                          STATION DESCRIPTION
 BJ0817
 BJ0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0817'4.9 MI SW FROM CRESCENT.
 BJ0817'ABOUT 4.9 MILES SOUTHWEST ALONG STATE ROAD 3066 FROM THE MT. ZION
 BJ0817'CHURCH AT CRESCENT, ABOUT 0.95 MILE NORTH OF THE JACK MILLER STORE AND
 BJ0817'BOAT LANDING, 79 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 BJ0817'NORTH OF THE CENTER LINE OF A ROAD LEADING TO A PASTURE, 45 FEET EAST
 BJ0817'OF A FENCE, 2 1/2 FEET WEST OF A COMBINATION POWER AND TELEPHONE POLE
 BJ0817'BRACED BY A GUY WIRE, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD, AND
 BJ0817'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BJ0817
 BJ0817                          STATION RECOVERY (1976)
 BJ0817
 BJ0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0817'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0817'FROM THE POST OFFICE, 1 POWER LINE POLE NORTH OF A POWER LINE CROSSING
 BJ0817'AT THE JUNCTION OF A FIELD ENTRANCE ROAD LEADING EAST, 79 FT EAST OF
 BJ0817'THE CENTER LINE OF THE HIGHWAY, 10 FT NORTH OF THE CENTER LINE OF THE
 BJ0817'ROAD, 45.1 FT EAST OF THE NORTH END OF A GATE, 2.5 FT WEST OF POWER
 BJ0817'LINE POLE NUMBER 176-200 WITH 2 GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1579 ***********************************************************************
 AU1579  DESIGNATION -  T 209
 AU1579  PID         -  AU1579
 AU1579  STATE/COUNTY-  LA/IBERIA
 AU1579  USGS QUAD   -  CENTERVILLE NE (1980)
 AU1579
 AU1579                         *CURRENT SURVEY CONTROL
 AU1579  ___________________________________________________________________
 AU1579* NAD 83(1986)-  29 59 31.     (N)    091 16 03.     (W)     SCALED    
 AU1579* NAVD 88     -         1.87   (+/-2cm)       6.1    (feet)  VERTCON   
 AU1579  ___________________________________________________________________
 AU1579  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AU1579
 AU1579  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1579
 AU1579.The horizontal coordinates were scaled from a topographic map and have
 AU1579.an estimated accuracy of +/- 6 seconds.
 AU1579
 AU1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1579.The vertical order pertains to the NGVD 29 superseded value.
 AU1579
 AU1579.The geoid height was determined by GEOID03.
 AU1579
 AU1579;                    North         East    Units  Estimated Accuracy
 AU1579;SPC LA S     -   165,380.    1,006,350.      MT  (+/- 180 meters Scaled)
 AU1579
 AU1579                          SUPERSEDED SURVEY CONTROL
 AU1579
 AU1579  NGVD 29 (??/??/??)    1.915  (m)            6.28   (f) ADJUSTED    1 2
 AU1579
 AU1579.Superseded values are not recommended for survey control.
 AU1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1579.See file dsdata.txt to determine how the superseded data were derived.
 AU1579
 AU1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP671191(NAD 83)
 AU1579_MARKER: DB = BENCH MARK DISK
 AU1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1579_STAMPING: T 209 1964
 AU1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1579+STABILITY: SURFACE MOTION
 AU1579
 AU1579  HISTORY     - Date     Condition        Report By
 AU1579  HISTORY     - 1964     MONUMENTED       CGS
 AU1579  HISTORY     - 1965     GOOD             CGS
 AU1579  HISTORY     - 1969     MARK NOT FOUND   USGS
 AU1579  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU1579
 AU1579                          STATION DESCRIPTION
 AU1579
 AU1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1579'6.0 MI SE FROM PIGEON.
 AU1579'ABOUT 6.0 MILES SOUTHEAST ALONG STATE ROAD 997 AND A LEVEE FROM THE
 AU1579'SOUTH END OF A DRAWBRIDGE OVER LOWER GRAND RIVER AT PIGEON, 284 FEET
 AU1579'EAST OF THE CENTER LINE OF THE LEVEE, 104 FEET EAST OF THE CENTER LINE
 AU1579'OF THE ROAD, 44 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD LEADING
 AU1579'EAST, 17 FEET SOUTHWEST OF A 20-INCH OAK TREE BEARING A TRIANGULAR
 AU1579'BLAZE, 1.5 FEET EAST OF A WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE
 AU1579'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 AU1579'INCHES.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 7.15 MILES
 AU1579'NORTHWEST ALONG STATE ROAD 997 FROM THE SOUTH END OF THE DRAWBRIDGE
 AU1579'OVER BELLE RIVER AT BELLE RIVER.
 AU1579
 AU1579                          STATION RECOVERY (1969)
 AU1579
 AU1579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AU1579'MARK NOT FOUND.
 AU1579
 AU1579                          STATION RECOVERY (1976)
 AU1579
 AU1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0945 ***********************************************************************
 BJ0945  DESIGNATION -  T 21
 BJ0945  PID         -  BJ0945
 BJ0945  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0945  USGS QUAD   -  ALBANY (1974)
 BJ0945
 BJ0945                         *CURRENT SURVEY CONTROL
 BJ0945  ___________________________________________________________________
 BJ0945* NAD 83(1986)-  30 30 20.     (N)    090 30 11.     (W)     SCALED    
 BJ0945* NAVD 88     -        12.12   (+/-2cm)      39.8    (feet)  VERTCON   
 BJ0945  ___________________________________________________________________
 BJ0945  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0945
 BJ0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0945
 BJ0945.The horizontal coordinates were scaled from a topographic map and have
 BJ0945.an estimated accuracy of +/- 6 seconds.
 BJ0945
 BJ0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0945.The vertical order pertains to the NGVD 29 superseded value.
 BJ0945
 BJ0945.The geoid height was determined by GEOID03.
 BJ0945
 BJ0945;                    North         East    Units  Estimated Accuracy
 BJ0945;SPC LA S     -   222,600.    1,079,700.      MT  (+/- 180 meters Scaled)
 BJ0945
 BJ0945                          SUPERSEDED SURVEY CONTROL
 BJ0945
 BJ0945  NGVD 29 (??/??/??)   12.137  (m)           39.82   (f) ADJUSTED    2 0
 BJ0945
 BJ0945.Superseded values are not recommended for survey control.
 BJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0945.See file dsdata.txt to determine how the superseded data were derived.
 BJ0945
 BJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP396774(NAD 83)
 BJ0945_MARKER: DB = BENCH MARK DISK
 BJ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0945_STAMPING: T 21 1934 40.189
 BJ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0945+STABILITY: SURFACE MOTION
 BJ0945
 BJ0945  HISTORY     - Date     Condition        Report By
 BJ0945  HISTORY     - 1934     MONUMENTED       CGS
 BJ0945  HISTORY     - 1954     GOOD             CGS
 BJ0945  HISTORY     - 1976     MARK NOT FOUND   USGS
 BJ0945
 BJ0945                          STATION DESCRIPTION
 BJ0945
 BJ0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ0945'2.1 MI W FROM HAMMOND.
 BJ0945'LOCATED 2.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0945'STATION IN HAMMOND, 20.5 FEET SOUTH OF THE SOUTH RAIL, 43 FEET EAST OF
 BJ0945'THE CENTERLINE OF A DIRT ROAD 51 FEET EAST-SOUTHEAST OF THE CENTER OF
 BJ0945'A ROAD CROSSING, 24 FEET WEST OF THE FIFTH POLE EAST OF MILEPOST 41
 BJ0945'AND 5 FEET NORTH OF A ROW OF POLES.  IT IS A STANDARD DISK SET IN THE
 BJ0945'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 1.5 FEET BELOW
 BJ0945'THE LEVEL OF THE TRACKS.
 BJ0945
 BJ0945                          STATION RECOVERY (1976)
 BJ0945
 BJ0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BJ0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0862 ***********************************************************************
 BJ0862  DESIGNATION -  T 216
 BJ0862  PID         -  BJ0862
 BJ0862  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0862  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0862
 BJ0862                         *CURRENT SURVEY CONTROL
 BJ0862  ___________________________________________________________________
 BJ0862* NAD 83(1986)-  30 28 17.     (N)    091 06 57.     (W)     SCALED    
 BJ0862* NAVD 88     -        16.999  (meters)      55.77   (feet)  ADJUSTED  
 BJ0862  ___________________________________________________________________
 BJ0862  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0862  DYNAMIC HT  -          16.977 (meters)      55.70  (feet)  COMP
 BJ0862  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ0862
 BJ0862  VERT ORDER  -  FIRST     CLASS I
 BJ0862
 BJ0862.The horizontal coordinates were scaled from a topographic map and have
 BJ0862.an estimated accuracy of +/- 6 seconds.
 BJ0862
 BJ0862.The orthometric height was determined by differential leveling
 BJ0862.and adjusted by the National Geodetic Survey in February 1994..
 BJ0862
 BJ0862.The geoid height was determined by GEOID03.
 BJ0862
 BJ0862.The dynamic height is computed by dividing the NAVD 88
 BJ0862.geopotential number by the normal gravity value computed on the
 BJ0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0862.degrees latitude (g = 980.6199 gals.).
 BJ0862
 BJ0862.The modeled gravity was interpolated from observed gravity values.
 BJ0862
 BJ0862;                    North         East    Units  Estimated Accuracy
 BJ0862;SPC LA S     -   218,540.    1,020,890.      MT  (+/- 180 meters Scaled)
 BJ0862
 BJ0862                          SUPERSEDED SURVEY CONTROL
 BJ0862
 BJ0862  NAVD 88 (06/15/91)   17.076  (m)           56.02   (f) UNKNOWN     1 1
 BJ0862  NGVD 29 (??/??/??)   17.044  (m)           55.92   (f) ADJUSTED    1 1
 BJ0862
 BJ0862.Superseded values are not recommended for survey control.
 BJ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0862.See file dsdata.txt to determine how the superseded data were derived.
 BJ0862
 BJ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP808725(NAD 83)
 BJ0862_MARKER: DB = BENCH MARK DISK
 BJ0862_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0862_SP_SET: HEADWALL-CULVERT
 BJ0862_STAMPING: T 216 1965
 BJ0862_MARK LOGO: CGS   
 BJ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0862+STABILITY: SURFACE MOTION
 BJ0862
 BJ0862  HISTORY     - Date     Condition        Report By
 BJ0862  HISTORY     - 1965     MONUMENTED       CGS
 BJ0862  HISTORY     - 1976     GOOD             NGS
 BJ0862  HISTORY     - 1987     GOOD             LA-033
 BJ0862
 BJ0862                          STATION DESCRIPTION
 BJ0862
 BJ0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0862'5.55 MI E FROM NORTH BATON ROUGE.
 BJ0862'ABOUT 1.0 MILE SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0862'FROM THE STATION AT NORTH BATON ROUGE, THENCE 4.55 MILES EAST ALONG
 BJ0862'THE ILLINOIS CENTRAL RAILROAD, ABOUT 0.45 MILE WEST OF THE CROSSING OF
 BJ0862'AIRLINE HIGHWAY OR U.S. HIGHWAY 190, 64 FEET NORTH OF THE NORTH RAIL
 BJ0862'OF THE MAIN TRACK, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 BJ0862'HEAD WALL OF A CULVERT UNDER A BOULEVARD, 36 FEET EAST OF THE EAST
 BJ0862'LANE OF THE BOULEVARD, AND ABOUT LEVEL WITH THE TRACK.
 BJ0862
 BJ0862                          STATION RECOVERY (1976)
 BJ0862
 BJ0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0862'3.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE INTERSTATE
 BJ0862'HIGHWAY 110 OVERPASS, AT THE CROSSING OF WOODDALE BOULEVARD, 63.6 FT
 BJ0862'NORTH OF THE NORTH RAIL, 24 FT EAST OF THE EAST CURB OF THE EAST LANES
 BJ0862'OF THE BOULEVARD, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD
 BJ0862'WALL OF A CONCRETE PIPE CULVERT, 12.3 FT NORTH OF THE SOUTH END OF THE
 BJ0862'HEAD WALL.
 BJ0862
 BJ0862                          STATION RECOVERY (1987)
 BJ0862
 BJ0862'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2493 ***********************************************************************
 BJ2493  DESIGNATION -  T 218
 BJ2493  PID         -  BJ2493
 BJ2493  STATE/COUNTY-  LA/ST MARTIN
 BJ2493  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2493
 BJ2493                         *CURRENT SURVEY CONTROL
 BJ2493  ___________________________________________________________________
 BJ2493* NAD 83(1986)-  30 24 57.     (N)    091 42 45.     (W)     SCALED    
 BJ2493* NAVD 88     -         7.96   (+/-2cm)      26.1    (feet)  VERTCON   
 BJ2493  ___________________________________________________________________
 BJ2493  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2493
 BJ2493  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2493
 BJ2493.The horizontal coordinates were scaled from a topographic map and have
 BJ2493.an estimated accuracy of +/- 6 seconds.
 BJ2493
 BJ2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2493.The vertical order pertains to the NGVD 29 superseded value.
 BJ2493
 BJ2493.The geoid height was determined by GEOID03.
 BJ2493
 BJ2493;                    North         East    Units  Estimated Accuracy
 BJ2493;SPC LA S     -   212,420.      963,570.      MT  (+/- 180 meters Scaled)
 BJ2493
 BJ2493                          SUPERSEDED SURVEY CONTROL
 BJ2493
 BJ2493  NGVD 29 (??/??/??)    7.972  (m)           26.15   (f) ADJUSTED    1 2
 BJ2493
 BJ2493.Superseded values are not recommended for survey control.
 BJ2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2493.See file dsdata.txt to determine how the superseded data were derived.
 BJ2493
 BJ2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP236655(NAD 83)
 BJ2493_MARKER: DB = BENCH MARK DISK
 BJ2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2493_STAMPING: T 218 1965
 BJ2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2493+STABILITY: SURFACE MOTION
 BJ2493
 BJ2493  HISTORY     - Date     Condition        Report By
 BJ2493  HISTORY     - 1965     MONUMENTED       CGS
 BJ2493
 BJ2493                          STATION DESCRIPTION
 BJ2493
 BJ2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2493'12.6 MI N FROM BUTTE LA ROSE.
 BJ2493'12.6 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT LANDING AT
 BJ2493'BUTTE LA ROSE, IN S 25, T 7 S, R 7 E, 103 FEET NORTHEAST OF AND ACROSS
 BJ2493'A LEVEE FROM THE CENTER LINE OF A DIRT ROAD, 48 FEET NORTHEAST OF THE
 BJ2493'CENTER LINE OF LEVEE AND A DIRT ROAD CROSSING OVER LEVEE, ABOUT 6 FEET
 BJ2493'BELOW THE TOP OF THE LEVEE, AND SET IN THE TOP OF A CONCRETE POST
 BJ2493'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1417 ***********************************************************************
 BH1417  DESIGNATION -  T 22
 BH1417  PID         -  BH1417
 BH1417  STATE/COUNTY-  LA/ST TAMMANY
 BH1417  USGS QUAD   -  BUSH (1983)
 BH1417
 BH1417                         *CURRENT SURVEY CONTROL
 BH1417  ___________________________________________________________________
 BH1417* NAD 83(1986)-  30 34 44.     (N)    089 53 58.     (W)     SCALED    
 BH1417* NAVD 88     -        21.383  (meters)      70.15   (feet)  ADJUSTED  
 BH1417  ___________________________________________________________________
 BH1417  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BH1417  DYNAMIC HT  -          21.356 (meters)      70.07  (feet)  COMP
 BH1417  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BH1417
 BH1417  VERT ORDER  -  SECOND    CLASS 0
 BH1417
 BH1417.The horizontal coordinates were scaled from a topographic map and have
 BH1417.an estimated accuracy of +/- 6 seconds.
 BH1417
 BH1417.The orthometric height was determined by differential leveling
 BH1417.and adjusted by the National Geodetic Survey in February 1994..
 BH1417
 BH1417.The geoid height was determined by GEOID03.
 BH1417
 BH1417.The dynamic height is computed by dividing the NAVD 88
 BH1417.geopotential number by the normal gravity value computed on the
 BH1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1417.degrees latitude (g = 980.6199 gals.).
 BH1417
 BH1417.The modeled gravity was interpolated from observed gravity values.
 BH1417
 BH1417;                    North         East    Units  Estimated Accuracy
 BH1417;SPC LA S     -   231,300.    1,137,530.      MT  (+/- 180 meters Scaled)
 BH1417
 BH1417                          SUPERSEDED SURVEY CONTROL
 BH1417
 BH1417  NGVD 29 (??/??/??)   21.473  (m)           70.45   (f) ADJUSTED    2 0
 BH1417
 BH1417.Superseded values are not recommended for survey control.
 BH1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1417.See file dsdata.txt to determine how the superseded data were derived.
 BH1417
 BH1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU219865(NAD 83)
 BH1417_MARKER: DB = BENCH MARK DISK
 BH1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1417_STAMPING: 70 T 22 1934
 BH1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1417+STABILITY: SURFACE MOTION
 BH1417
 BH1417  HISTORY     - Date     Condition        Report By
 BH1417  HISTORY     - 1934     MONUMENTED       CGS
 BH1417  HISTORY     - 1955     GOOD             CGS
 BH1417  HISTORY     - 1978     GOOD             LADTD
 BH1417
 BH1417                          STATION DESCRIPTION
 BH1417
 BH1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1417'3.4 MI N FROM TALISHEEK.
 BH1417'3.4 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BH1417'TALISHEEK, ST. TAMMANY PARISH, 6 1/2 POLES SOUTH OF MILEPOST 57, 10
 BH1417'POLES NORTH OF A ROAD CROSSING, 97 FEET SOUTH OF POLE 1480, 96 FEET
 BH1417'NORTH OF POLE 1481, IN LINE WITH THE ROW OF POLES, AT AN OLD ABANDONED
 BH1417'ROAD CROSSING WHICH IS NOW A HAND CAR SET-OUT, AND 70 FEET
 BH1417'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HAND CAR SET-OUT.  A
 BH1417'STANDARD DISK, STAMPED 70 T 22 1934 AND SET IN THE TOP OF A CONCRETE
 BH1417'POST PROJECTING 6 INCHES ABOVE GROUND.
 BH1417
 BH1417                          STATION RECOVERY (1978)
 BH1417
 BH1417'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BH1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1424 ***********************************************************************
 AU1424  DESIGNATION -  T 227
 AU1424  PID         -  AU1424
 AU1424  STATE/COUNTY-  LA/TERREBONNE
 AU1424  USGS QUAD   -  HUMPHREYS (1980)
 AU1424
 AU1424                         *CURRENT SURVEY CONTROL
 AU1424  ___________________________________________________________________
 AU1424* NAD 83(1992)-  29 33 40.29914(N)    090 47 34.00453(W)     ADJUSTED  
 AU1424* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU1424  **This station is located in a subsidence area (see below).
 AU1424  ___________________________________________________________________
 AU1424  X           -     -76,823.861 (meters)                     COMP
 AU1424  Y           -  -5,551,864.913 (meters)                     COMP
 AU1424  Z           -   3,128,145.707 (meters)                     COMP
 AU1424  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU1424  ELLIP HEIGHT-         -22.10  (meters)          (02/21/02) GPS OBS
 AU1424  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU1424  DYNAMIC HT  -           3.3   (meters)      11.    (feet)  COMP
 AU1424  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 AU1424
 AU1424  HORZ ORDER  -  FIRST
 AU1424  VERT ORDER  -  THIRD (See Below)
 AU1424  ELLP ORDER  -  FIFTH     CLASS I
 AU1424
 AU1424.The horizontal coordinates were established by GPS observations
 AU1424.and adjusted by the National Geodetic Survey in December 1998..
 AU1424
 AU1424 ** The orthometric height has not been validated since last determined
 AU1424 ** by differential leveling and should not be used for control purposes.
 AU1424 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1424 ** area with valid NAVD 88 orthometric heights.
 AU1424 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1424 ** epoch indicated which incorporates improved geoid heights for the
 AU1424 ** Southern Louisiana Subsidence area.
 AU1424 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1424.The orthometric height was scaled from a topographic map.
 AU1424.The vertical order pertains to the first NAVD 88 superseded value.
 AU1424
 AU1424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1424
 AU1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1424
 AU1424.The ellipsoidal height was determined by GPS observations
 AU1424.and is referenced to NAD 83.
 AU1424
 AU1424.The geoid height was determined by GEOID03.
 AU1424
 AU1424.The dynamic height is computed by dividing the NAVD 88
 AU1424.geopotential number by the normal gravity value computed on the
 AU1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1424.degrees latitude (g = 980.6199 gals.).
 AU1424
 AU1424.The modeled gravity was interpolated from observed gravity values.
 AU1424
 AU1424;                    North         East     Units Scale Factor Converg.
 AU1424;SPC LA S     -   117,752.024 1,052,381.448   MT  0.99995499   +0 16 13.0
 AU1424;SPC LA S     -   386,324.77  3,452,688.13   sFT  0.99995499   +0 16 13.0
 AU1424;UTM  15      - 3,272,196.437   713,839.008   MT  1.00016425   +1 05 21.7
 AU1424
 AU1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1424!SPC LA S     -   1.00000347  x   0.99995499  =   0.99995846
 AU1424!UTM  15      -   1.00000347  x   1.00016425  =   1.00016772
 AU1424
 AU1424:                Primary Azimuth Mark                     Grid Az
 AU1424:SPC LA S     -  T 227 AZ MK                              310 06 16.1
 AU1424:UTM  15      -  T 227 AZ MK                              309 17 07.4
 AU1424
 AU1424|---------------------------------------------------------------------|
 AU1424| PID    Reference Object                     Distance      Geod. Az  |
 AU1424|                                                           dddmmss.s |
 AU1424| AH6537 T 227 AZ MK                         441.988 METERS 3102229.1 |
 AU1424|---------------------------------------------------------------------|
 AU1424
 AU1424                          SUPERSEDED SURVEY CONTROL
 AU1424
 AU1424  ELLIP H (12/17/98)  -22.06   (m)                       GP(       ) 4 2
 AU1424  NAVD 88 (06/15/91)    3.357  (m)           11.01   (f) UNKNOWN     1 2
 AU1424  NGVD 29 (??/??/??)    3.391  (m)           11.13   (f) ADJUSTED    1 2
 AU1424
 AU1424.Superseded values are not recommended for survey control.
 AU1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1424.See file dsdata.txt to determine how the superseded data were derived.
 AU1424
 AU1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1383972196(NAD 83)
 AU1424_MARKER: DB = BENCH MARK DISK
 AU1424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AU1424_SP_SET: SET IN A MASSIVE STRUCTURE
 AU1424_STAMPING: T 227 1965
 AU1424_MARK LOGO: CGS   
 AU1424_PROJECTION: FLUSH
 AU1424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1424+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1424
 AU1424  HISTORY     - Date     Condition        Report By
 AU1424  HISTORY     - 1965     MONUMENTED       CGS
 AU1424  HISTORY     - 1982     GOOD             NGS
 AU1424  HISTORY     - 19930303 GOOD             NGS
 AU1424  HISTORY     - 19950103 GOOD             MPHI
 AU1424
 AU1424                          STATION DESCRIPTION
 AU1424
 AU1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1424'6.8 MI W FROM HOUMA.
 AU1424'0.2 MILE EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1424'THENCE 6.6 MILES WEST ALONG U.S. HIGHWAY 90, IN SECTION 63, T 17 S, R
 AU1424'16 E, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AU1424'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CORNER OF A CONCRETE CURB ON
 AU1424'THE BRIDGE OVER MINORS CANAL, 1 FOOT NORTHEAST OF THE SOUTHWEST
 AU1424'CONCRETE GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AU1424
 AU1424                          STATION RECOVERY (1982)
 AU1424
 AU1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1424'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AU1424'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  27.0 KILOMETERS
 AU1424'(16.8 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHEAST END OF
 AU1424'THE HIGHWAY BRIDGE OVER BAYOU BLACK IN GIBSON, TO THE MARK ON THE
 AU1424'LEFT, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB OF
 AU1424'THE HIGHWAY BRIDGE OVER MINORS CANAL, ALSO 10.1 KILOMETERS (6.3 MILES)
 AU1424'SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF EAST MAIN
 AU1424'STREET IN HOUMA, 4.57 METERS (15.0 FEET) SOUTHWEST OF THE CENTER LINE
 AU1424'OF THE HIGHWAY.
 AU1424
 AU1424                          STATION RECOVERY (1993)
 AU1424
 AU1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1424'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE
 AU1424'IN HOUMA, THENCE 10.0 KM (6.20 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY
 AU1424'90, IN TOP OF AND 1.5 M (4.9 FT) NORTHWEST OF THE SOUTHEAST END OF
 AU1424'THE SOUTHWEST CONCRETE CURB OF THE HIGHWAY BRIDGE SPANNING MINORS
 AU1424'CANAL, 8.3 M (27.2 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 AU1424'DRIVEWAY, 4.5 M (14.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AU1424'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AU1424
 AU1424                          STATION RECOVERY (1995)
 AU1424
 AU1424'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1424'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6537 ***********************************************************************
 AH6537  DESIGNATION -  T 227 AZ MK
 AH6537  PID         -  AH6537
 AH6537  STATE/COUNTY-  LA/TERREBONNE
 AH6537  USGS QUAD   -  HUMPHREYS (1980)
 AH6537
 AH6537                         *CURRENT SURVEY CONTROL
 AH6537  ___________________________________________________________________
 AH6537* NAD 83(1992)-  29 33 49.59778(N)    090 47 46.51344(W)     ADJUSTED  
 AH6537* NAVD 88     -         2.9  **(meters)      10.   **(feet)  GPS OBS   
 AH6537  **This station is located in a subsidence area (see below).
 AH6537  ___________________________________________________________________
 AH6537  X           -     -77,158.585 (meters)                     COMP
 AH6537  Y           -  -5,551,718.636 (meters)                     COMP
 AH6537  Z           -   3,128,394.535 (meters)                     COMP
 AH6537  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6537  ELLIP HEIGHT-         -22.52  (meters)          (02/21/02) GPS OBS
 AH6537  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AH6537
 AH6537  HORZ ORDER  -  FIRST
 AH6537  ELLP ORDER  -  FIFTH     CLASS I
 AH6537
 AH6537.The horizontal coordinates were established by GPS observations
 AH6537.and adjusted by the National Geodetic Survey in December 1998..
 AH6537
 AH6537 ** The orthometric height has not been validated since last determined
 AH6537 ** by differential leveling and should not be used for control purposes.
 AH6537 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6537 ** area with valid NAVD 88 orthometric heights.
 AH6537 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6537 ** epoch indicated which incorporates improved geoid heights for the
 AH6537 ** Southern Louisiana Subsidence area.
 AH6537 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6537.The orthometric height was determined by GPS observations and a
 AH6537.high-resolution geoid model.
 AH6537
 AH6537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6537
 AH6537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6537
 AH6537.The ellipsoidal height was determined by GPS observations
 AH6537.and is referenced to NAD 83.
 AH6537
 AH6537.The geoid height was determined by GEOID03.
 AH6537
 AH6537;                    North         East     Units Scale Factor Converg.
 AH6537;SPC LA S     -   118,036.732 1,052,043.400   MT  0.99995465   +0 16 06.8
 AH6537;SPC LA S     -   387,258.84  3,451,579.05   sFT  0.99995465   +0 16 06.8
 AH6537;UTM  15      - 3,272,476.342   713,496.852   MT  1.00016244   +1 05 15.8
 AH6537
 AH6537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6537!SPC LA S     -   1.00000354  x   0.99995465  =   0.99995819
 AH6537!UTM  15      -   1.00000354  x   1.00016244  =   1.00016598
 AH6537
 AH6537:                Primary Azimuth Mark                     Grid Az
 AH6537:SPC LA S     -  T 227                                    130 06 16.1
 AH6537:UTM  15      -  T 227                                    129 17 07.1
 AH6537
 AH6537|---------------------------------------------------------------------|
 AH6537| PID    Reference Object                     Distance      Geod. Az  |
 AH6537|                                                           dddmmss.s |
 AH6537| AU1424 T 227                               441.988 METERS 1302222.9 |
 AH6537|---------------------------------------------------------------------|
 AH6537
 AH6537                          SUPERSEDED SURVEY CONTROL
 AH6537
 AH6537  ELLIP H (12/17/98)  -22.48   (m)                       GP(       ) 4 2
 AH6537
 AH6537.Superseded values are not recommended for survey control.
 AH6537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6537.See file dsdata.txt to determine how the superseded data were derived.
 AH6537
 AH6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1349772476(NAD 83)
 AH6537_MARKER: DD = SURVEY DISK
 AH6537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6537_STAMPING: T-227 AZ MK 1993
 AH6537_MARK LOGO: TPCG  
 AH6537_PROJECTION: FLUSH
 AH6537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6537+STABILITY: SURFACE MOTION
 AH6537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6537+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6537
 AH6537  HISTORY     - Date     Condition        Report By
 AH6537  HISTORY     - 1993     MONUMENTED       GSENG
 AH6537
 AH6537                          STATION DESCRIPTION
 AH6537
 AH6537'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6537'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6537'U.S. HIGHWAY 90, (TOWNSHIP 17 SOUTH RANGE 16 EAST SECTION 62).
 AH6537'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE 0.25 FT BELOW
 AH6537'THE SHOULDER OF THE HIGHWAY. MONUMENT IS ABOUT 1400 FT (426.7 M)
 AH6537'NORTHWEST OF THE CENTER OF A CONCRETE BRIDGE OVER MINORS CANAL ON U.S.
 AH6537'HIGHWAY 90, 18.6 FT (5.7 M)  NORTHEAST OF THE CENTERLINE OF U.S.
 AH6537'HIGHWAY 90, 71.88 FT (21.91 M)  NORTH OF A TELEPHONE PEDESTAL NEXT TO
 AH6537'A POWER POLE, 49.30 FT (15.03 M)  SOUTHEAST OF A NAIL/SHINER IN THE
 AH6537'CENTER OF THE INTERSECTION OF U.S. HIGHWAY 90 AND A SHELL ROAD TO
 AH6537'VINVIROTEK, 14.6 FT (4.5 M) SOUTHEAST OF A SIGN SHOWING A RIGHT CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2196 ***********************************************************************
 CP2196  DESIGNATION -  T 23
 CP2196  PID         -  CP2196
 CP2196  STATE/COUNTY-  LA/MOREHOUSE
 CP2196  USGS QUAD   -  MER ROUGE (1988)
 CP2196
 CP2196                         *CURRENT SURVEY CONTROL
 CP2196  ___________________________________________________________________
 CP2196* NAD 83(1986)-  32 46 21.     (N)    091 50 36.     (W)     SCALED    
 CP2196* NAVD 88     -        43.368  (meters)     142.28   (feet)  ADJUSTED  
 CP2196  ___________________________________________________________________
 CP2196  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP2196  DYNAMIC HT  -          43.320 (meters)     142.13  (feet)  COMP
 CP2196  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 CP2196
 CP2196  VERT ORDER  -  SECOND    CLASS 0
 CP2196
 CP2196.The horizontal coordinates were scaled from a topographic map and have
 CP2196.an estimated accuracy of +/- 6 seconds.
 CP2196
 CP2196.The orthometric height was determined by differential leveling
 CP2196.and adjusted by the National Geodetic Survey in June 1991..
 CP2196
 CP2196.The geoid height was determined by GEOID03.
 CP2196
 CP2196.The dynamic height is computed by dividing the NAVD 88
 CP2196.geopotential number by the normal gravity value computed on the
 CP2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2196.degrees latitude (g = 980.6199 gals.).
 CP2196
 CP2196.The modeled gravity was interpolated from observed gravity values.
 CP2196
 CP2196;                    North         East    Units  Estimated Accuracy
 CP2196;SPC LA N     -   252,160.    1,061,530.      MT  (+/- 180 meters Scaled)
 CP2196
 CP2196                          SUPERSEDED SURVEY CONTROL
 CP2196
 CP2196  NGVD 29 (??/??/92)   43.438  (m)          142.51   (f) ADJ UNCH    2 0
 CP2196
 CP2196.Superseded values are not recommended for survey control.
 CP2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2196.See file dsdata.txt to determine how the superseded data were derived.
 CP2196
 CP2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS083266(NAD 83)
 CP2196_MARKER: DB = BENCH MARK DISK
 CP2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2196_STAMPING: T-23 1935
 CP2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2196+STABILITY: SURFACE MOTION
 CP2196
 CP2196  HISTORY     - Date     Condition        Report By
 CP2196  HISTORY     - 1935     MONUMENTED       CGS
 CP2196  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2196
 CP2196                          STATION DESCRIPTION
 CP2196
 CP2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2196'4.1 MI E FROM BASTROP.
 CP2196'4.1 MI EAST OF, ALONG U.S. HWY. 165, FROM CITY HALL.  OPPOSITE SMALL
 CP2196'WHITE HOUSE WITH TIN ROOF.  75.5 FEET NORTH OF TELEPHONE POLE.  38
 CP2196'FEET NORTH OF CENTERLINE OF U.S. HWY 165.  17.6 FEET NORTHEAST OF
 CP2196'POWER LINE POLE 50.  16.4 FEET EAST OF SOUTHWEST FENCE CORNER.  1.9
 CP2196'FT.  SOUTH OF FENCE AROUND SMALL CULTIVATED FIELD AND SMALL UNPAINTED
 CP2196'HOUSE SURROUNDED BY PICKET FENCE.  TABLET SET IN PRECAST CONCRETE
 CP2196'POST.
 CP2196
 CP2196                          STATION RECOVERY (1982)
 CP2196
 CP2196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0050 ***********************************************************************
 BX0050  DESIGNATION -  T 230
 BX0050  PID         -  BX0050
 BX0050  STATE/COUNTY-  LA/GRANT
 BX0050  USGS QUAD   -  MUDVILLE (1985)
 BX0050
 BX0050                         *CURRENT SURVEY CONTROL
 BX0050  ___________________________________________________________________
 BX0050* NAD 83(1986)-  31 43 31.     (N)    092 23 48.     (W)     SCALED    
 BX0050* NAVD 88     -        21.03   (+/-2cm)      69.0    (feet)  VERTCON   
 BX0050  ___________________________________________________________________
 BX0050  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BX0050
 BX0050  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0050
 BX0050.The horizontal coordinates were scaled from a topographic map and have
 BX0050.an estimated accuracy of +/- 6 seconds.
 BX0050
 BX0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0050.The vertical order pertains to the NGVD 29 superseded value.
 BX0050
 BX0050.The geoid height was determined by GEOID03.
 BX0050
 BX0050;                    North         East    Units  Estimated Accuracy
 BX0050;SPC LA N     -   135,860.    1,009,790.      MT  (+/- 180 meters Scaled)
 BX0050
 BX0050                          SUPERSEDED SURVEY CONTROL
 BX0050
 BX0050  NGVD 29 (??/??/??)   21.035  (m)           69.01   (f) ADJUSTED    1 2
 BX0050
 BX0050.Superseded values are not recommended for survey control.
 BX0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0050.See file dsdata.txt to determine how the superseded data were derived.
 BX0050
 BX0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR571101(NAD 83)
 BX0050_MARKER: DB = BENCH MARK DISK
 BX0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0050_SP_SET: BRIDGE ABUTMENT
 BX0050_STAMPING: T 230 1965
 BX0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0050
 BX0050  HISTORY     - Date     Condition        Report By
 BX0050  HISTORY     - 1965     MONUMENTED       CGS
 BX0050
 BX0050                          STATION DESCRIPTION
 BX0050
 BX0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0050'3.05 MI S FROM GEORGETOWN.
 BX0050'ABOUT 3.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0050'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 29, T 9 N, R 1 E,
 BX0050'6.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN TOP OF THE SOUTHEAST
 BX0050'END OF THE NORTHEAST CONCRETE ABUTMENT AT THE NORTHEAST END OF
 BX0050'RAILROAD BRIDGE 564.5 WHICH IS OVER BEAR CREEK, AND ABOUT 1 1/2 FEET
 BX0050'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0109 ***********************************************************************
 BX0109  DESIGNATION -  T 232
 BX0109  PID         -  BX0109
 BX0109  STATE/COUNTY-  LA/CALDWELL
 BX0109  USGS QUAD   -  OLLA EAST (1984)
 BX0109
 BX0109                         *CURRENT SURVEY CONTROL
 BX0109  ___________________________________________________________________
 BX0109* NAD 83(1986)-  31 56 31.     (N)    092 11 24.     (W)     SCALED    
 BX0109* NAVD 88     -        52.48   (+/-2cm)     172.2    (feet)  VERTCON   
 BX0109  ___________________________________________________________________
 BX0109  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0109
 BX0109  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0109
 BX0109.The horizontal coordinates were scaled from a topographic map and have
 BX0109.an estimated accuracy of +/- 6 seconds.
 BX0109
 BX0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0109.The vertical order pertains to the NGVD 29 superseded value.
 BX0109
 BX0109.The geoid height was determined by GEOID03.
 BX0109
 BX0109;                    North         East    Units  Estimated Accuracy
 BX0109;SPC LA N     -   159,920.    1,029,310.      MT  (+/- 180 meters Scaled)
 BX0109
 BX0109                          SUPERSEDED SURVEY CONTROL
 BX0109
 BX0109  NGVD 29 (??/??/??)   52.491  (m)          172.21   (f) ADJUSTED    1 2
 BX0109
 BX0109.Superseded values are not recommended for survey control.
 BX0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0109.See file dsdata.txt to determine how the superseded data were derived.
 BX0109
 BX0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR765342(NAD 83)
 BX0109_MARKER: DB = BENCH MARK DISK
 BX0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0109_SP_SET: CULVERT
 BX0109_STAMPING: T 232 1965
 BX0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0109
 BX0109  HISTORY     - Date     Condition        Report By
 BX0109  HISTORY     - 1965     MONUMENTED       CGS
 BX0109
 BX0109                          STATION DESCRIPTION
 BX0109
 BX0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0109'2.9 MI S FROM KELLY.
 BX0109'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0109'POST OFFICE AT KELLY, 75 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET
 BX0109'NORTHWEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 165, SET IN THE TOP
 BX0109'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF A DOUBLE
 BX0109'CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 9 FEET BELOW THE
 BX0109'LEVEL OF THE TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS
 BX0109'BENCH MARK CAN ALSO BE REACHED BY GOING 4.35 MILES NORTHEAST ALONG THE
 BX0109'MISSOURI PACIFIC RAILROAD FROM THE STATION AT OLLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0215 ***********************************************************************
 BJ0215  DESIGNATION -  T 234
 BJ0215  PID         -  BJ0215
 BJ0215  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0215  USGS QUAD   -  MELVILLE (1994)
 BJ0215
 BJ0215                         *CURRENT SURVEY CONTROL
 BJ0215  ___________________________________________________________________
 BJ0215* NAD 83(1986)-  30 39 44.     (N)    091 44 00.     (W)     SCALED    
 BJ0215* NAVD 88     -         9.608  (meters)      31.52   (feet)  ADJUSTED  
 BJ0215  ___________________________________________________________________
 BJ0215  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ0215  DYNAMIC HT  -           9.596 (meters)      31.48  (feet)  COMP
 BJ0215  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ0215
 BJ0215  VERT ORDER  -  FIRST     CLASS I
 BJ0215
 BJ0215.The horizontal coordinates were scaled from a topographic map and have
 BJ0215.an estimated accuracy of +/- 6 seconds.
 BJ0215
 BJ0215.The orthometric height was determined by differential leveling
 BJ0215.and adjusted by the National Geodetic Survey in February 1994..
 BJ0215
 BJ0215.The geoid height was determined by GEOID03.
 BJ0215
 BJ0215.The dynamic height is computed by dividing the NAVD 88
 BJ0215.geopotential number by the normal gravity value computed on the
 BJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0215.degrees latitude (g = 980.6199 gals.).
 BJ0215
 BJ0215.The modeled gravity was interpolated from observed gravity values.
 BJ0215
 BJ0215;                    North         East    Units  Estimated Accuracy
 BJ0215;SPC LA S     -   239,740.      961,670.      MT  (+/- 180 meters Scaled)
 BJ0215
 BJ0215                          SUPERSEDED SURVEY CONTROL
 BJ0215
 BJ0215  NAVD 88 (06/15/91)    9.649  (m)           31.66   (f) UNKNOWN     1 1
 BJ0215  NGVD 29 (??/??/??)    9.616  (m)           31.55   (f) ADJUSTED    1 1
 BJ0215
 BJ0215.Superseded values are not recommended for survey control.
 BJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0215.See file dsdata.txt to determine how the superseded data were derived.
 BJ0215
 BJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP213928(NAD 83)
 BJ0215_MARKER: DB = BENCH MARK DISK
 BJ0215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0215_SP_SET: 104 FEET
 BJ0215_STAMPING: T 234 1966
 BJ0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0215
 BJ0215  HISTORY     - Date     Condition        Report By
 BJ0215  HISTORY     - 1966     MONUMENTED       CGS
 BJ0215  HISTORY     - 1976     GOOD             NGS
 BJ0215
 BJ0215                          STATION DESCRIPTION
 BJ0215
 BJ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0215'2.85 MI SE FROM MELVILLE.
 BJ0215'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ0215'STATION AT MELVILLE, THENCE 2.25 MILES SOUTH ALONG A GRAVELED ROAD,
 BJ0215'THENCE THROUGH A GATE AND 0.1 MILE EAST ALONG A PRIVATE ROAD TO THE
 BJ0215'HOME OF MARGRET C. KENNEDY, 67 FEET NORTH OF THE NORTHWEST CORNER OF
 BJ0215'THE HOUSE, 48 FEET SOUTHWEST OF A FORKED SYCAMORE TREE, 37 1/2 FEET
 BJ0215'NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF A FENCE, 1.3
 BJ0215'FEET NORTHEAST OF A METAL WITNESS POST, A DISK ON THE TOP OF A
 BJ0215'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 104 FEET AND
 BJ0215'IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES. NOTE--
 BJ0215'IN SECTION 3, T 5 S, R 7 E.
 BJ0215
 BJ0215                          STATION RECOVERY (1976)
 BJ0215
 BJ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0215'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATE
 BJ0215'HIGHWAY 105 UNDERPASS, THENCE 2.3 MILE SOUTH ALONG A LEVEE AND A
 BJ0215'GRAVELED ROAD, AT THE JUNCTION OF A DRIVE LEADING SOUTHEAST, 146.5
 BJ0215'FT SOUTHEAST OF THE CENTER LINE OF THE DRIVE 94.5 FT SOUTHEAST,
 BJ0215'OF THE SOUTHWEST END OF A GATE, 67.6 FT NORTH-NORTHWEST OF THE
 BJ0215'NORTHWEST CORNER OF AN OLDER FRAME HOUSE, 37 FT NORTHWEST
 BJ0215'OF A POWER LINE POLE WITH A TRANSFORMER, 1.5 FT NORTHWEST OF
 BJ0215'A FENCE, THE DISK IS 10 INCHES ABOVE THE LEVEL OF THE GROUND,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0577 ***********************************************************************
 BX0577  DESIGNATION -  T 235
 BX0577  PID         -  BX0577
 BX0577  STATE/COUNTY-  LA/RAPIDES
 BX0577  USGS QUAD   -  HOLLOWAY (1994)
 BX0577
 BX0577                         *CURRENT SURVEY CONTROL
 BX0577  ___________________________________________________________________
 BX0577* NAD 83(1986)-  31 23 03.     (N)    092 14 33.     (W)     SCALED    
 BX0577* NAVD 88     -        25.58   (+/-2cm)      83.9    (feet)  VERTCON   
 BX0577  ___________________________________________________________________
 BX0577  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BX0577
 BX0577  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0577
 BX0577.The horizontal coordinates were scaled from a topographic map and have
 BX0577.an estimated accuracy of +/- 6 seconds.
 BX0577
 BX0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0577.The vertical order pertains to the NGVD 29 superseded value.
 BX0577
 BX0577.The geoid height was determined by GEOID03.
 BX0577
 BX0577;                    North         East    Units  Estimated Accuracy
 BX0577;SPC LA N     -    98,060.    1,024,490.      MT  (+/- 180 meters Scaled)
 BX0577
 BX0577                          SUPERSEDED SURVEY CONTROL
 BX0577
 BX0577  NGVD 29 (??/??/??)   25.557  (m)           83.85   (f) ADJUSTED    1 2
 BX0577
 BX0577.Superseded values are not recommended for survey control.
 BX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0577.See file dsdata.txt to determine how the superseded data were derived.
 BX0577
 BX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ720724(NAD 83)
 BX0577_MARKER: DB = BENCH MARK DISK
 BX0577_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0577_SP_SET: 37 FEET
 BX0577_STAMPING: T 235 1966
 BX0577_MARK LOGO: CGS   
 BX0577_MAGNETIC: I = MARKER IS A STEEL ROD
 BX0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0577+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 BX0577
 BX0577  HISTORY     - Date     Condition        Report By
 BX0577  HISTORY     - 1966     MONUMENTED       CGS
 BX0577  HISTORY     - 19930817 GOOD             LADTD
 BX0577  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0577
 BX0577                          STATION DESCRIPTION
 BX0577
 BX0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0577'6.05 MI NE FROM LIBUSE.
 BX0577'ABOUT 6.05 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0577'AT LIBUSE, IN SECTION 31, T 5 N, R 2 E, ABOUT 0.9 MILE WEST OF THE
 BX0577'HOLLOWAY CHURCH, ON PROPERTY BELONGING TO H.J. DANIELS, 234 FEET SOUTH
 BX0577'OF THE CENTER LINE OF THE HIGHWAY, 130 FEET SOUTHEAST OF THE SOUTHEAST
 BX0577'CORNER OF A METAL BUILDING, 37 FEET NORTHEAST OF THE NORTHEAST CORNER
 BX0577'OF A SMALL FRAME HOUSE, 33 1/2 FEET SOUTH OF A 15-INCH OAK TREE, 2
 BX0577'FEET NORTH OF A FENCE, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, A
 BX0577'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BX0577'DEPTH OF 37 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 BX0577'PROJECTS 5 INCHES.
 BX0577
 BX0577                          STATION RECOVERY (1993)
 BX0577
 BX0577'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0577'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHEAST OF LIBUSE AND
 BX0577'0.8 MI (1.3 KM) SOUTHWEST OF HOLLOWAY IN SECTION 31, T 5 N, R 2 E.
 BX0577'OWNERSHIP--H.  J.  DANIELS.  TO REACH THE STATION FROM THE POST OFFICE
 BX0577'IN LIBUSE GO EAST FOR 5.7 MI (9.2 KM) ON STATE HIGHWAY 28 TO THE
 BX0577'STATION ON THE RIGNT SET NEAR A WOOD FRAME HOUSE.  THE STATION IS
 BX0577'234.0 FT (71.3 M) SOUTH-SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 33.5
 BX0577'FT (10.2 M) SOUTH FROM A 24-INCH OAK TREE, 22.0 FT (6.7 M) NORTHEAST
 BX0577'FROM THE NORTHEAST CORNER OF THE HOUSE, 1.5 FT (0.5 M) NORTH-NORTHWEST
 BX0577'FROM A FENCE, 0.5 FT (15.2 CM) WEST-SOUTHWEST FROM A METAL WITNESS
 BX0577'POST WITH SIGN ATTACHED AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF
 BX0577'THE HIGHWAY.
 BX0577
 BX0577                          STATION RECOVERY (1999)
 BX0577
 BX0577'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1543 ***********************************************************************
 BW1543  DESIGNATION -  T 236
 BW1543  PID         -  BW1543
 BW1543  STATE/COUNTY-  LA/CATAHOULA
 BW1543  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1543
 BW1543                         *CURRENT SURVEY CONTROL
 BW1543  ___________________________________________________________________
 BW1543* NAD 83(1986)-  31 37 45.     (N)    091 49 20.     (W)     SCALED    
 BW1543* NAVD 88     -        17.19   (+/-2cm)      56.4    (feet)  VERTCON   
 BW1543  ___________________________________________________________________
 BW1543  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1543
 BW1543  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1543
 BW1543.The horizontal coordinates were scaled from a topographic map and have
 BW1543.an estimated accuracy of +/- 6 seconds.
 BW1543
 BW1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1543.The vertical order pertains to the NGVD 29 superseded value.
 BW1543
 BW1543.The geoid height was determined by GEOID03.
 BW1543
 BW1543;                    North         East    Units  Estimated Accuracy
 BW1543;SPC LA N     -   125,400.    1,064,300.      MT  (+/- 180 meters Scaled)
 BW1543
 BW1543                          SUPERSEDED SURVEY CONTROL
 BW1543
 BW1543  NGVD 29 (??/??/92)   17.189  (m)           56.39   (f) ADJ UNCH    1 2
 BW1543
 BW1543.Superseded values are not recommended for survey control.
 BW1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1543.See file dsdata.txt to determine how the superseded data were derived.
 BW1543
 BW1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ116999(NAD 83)
 BW1543_MARKER: DB = BENCH MARK DISK
 BW1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1543_STAMPING: T 236 1966
 BW1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1543+STABILITY: SURFACE MOTION
 BW1543
 BW1543  HISTORY     - Date     Condition        Report By
 BW1543  HISTORY     - 1966     MONUMENTED       CGS
 BW1543
 BW1543                          STATION DESCRIPTION
 BW1543
 BW1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1543'1.0 MI N FROM JONESVILLE.
 BW1543'ABOUT 0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE NORTHWEST END
 BW1543'OF THE BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE 0.4 MILE
 BW1543'NORTH ALONG STATE HIGHWAY 124, IN SECTION 35, T 7 N, R 6 E, ABOUT 0.1
 BW1543'MILE NORTH OF A CONCRETE BRIDGE OVER LITTLE RIVER, AT THE JUNCTION OF
 BW1543'A PAVED ROAD LEADING EAST, 85 FEET WEST OF THE CENTER LINE OF THE
 BW1543'HIGHWAY, 27 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 BW1543'WEST, 108 FEET NORTH OF AND ACROSS THE ROAD FROM A POWER POLE, 22 FEET
 BW1543'SOUTH OF A TELEPHONE POLE, 2 1/2 FEET EAST OF A FENCE, 1.5 FEET
 BW1543'SOUTHWEST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 BW1543'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0837 ***********************************************************************
 BX0837  DESIGNATION -  T 237
 BX0837  PID         -  BX0837
 BX0837  STATE/COUNTY-  LA/AVOYELLES
 BX0837  USGS QUAD   -  EFFIE (1983)
 BX0837
 BX0837                         *CURRENT SURVEY CONTROL
 BX0837  ___________________________________________________________________
 BX0837* NAD 83(1986)-  31 12 03.     (N)    092 08 26.     (W)     SCALED    
 BX0837* NAVD 88     -        24.473  (meters)      80.29   (feet)  ADJUSTED  
 BX0837  ___________________________________________________________________
 BX0837  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BX0837  DYNAMIC HT  -          24.442 (meters)      80.19  (feet)  COMP
 BX0837  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 BX0837
 BX0837  VERT ORDER  -  FIRST     CLASS I
 BX0837
 BX0837.The horizontal coordinates were scaled from a topographic map and have
 BX0837.an estimated accuracy of +/- 6 seconds.
 BX0837
 BX0837.The orthometric height was determined by differential leveling
 BX0837.and adjusted by the National Geodetic Survey in February 1994..
 BX0837
 BX0837.The geoid height was determined by GEOID03.
 BX0837
 BX0837.The dynamic height is computed by dividing the NAVD 88
 BX0837.geopotential number by the normal gravity value computed on the
 BX0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0837.degrees latitude (g = 980.6199 gals.).
 BX0837
 BX0837.The modeled gravity was interpolated from observed gravity values.
 BX0837
 BX0837;                    North         East    Units  Estimated Accuracy
 BX0837;SPC LA N     -    77,760.    1,034,260.      MT  (+/- 180 meters Scaled)
 BX0837
 BX0837                          SUPERSEDED SURVEY CONTROL
 BX0837
 BX0837  NAVD 88 (06/15/91)   24.482  (m)           80.32   (f) UNKNOWN     1 1
 BX0837  NGVD 29 (??/??/??)   24.436  (m)           80.17   (f) ADJUSTED    1 1
 BX0837
 BX0837.Superseded values are not recommended for survey control.
 BX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0837.See file dsdata.txt to determine how the superseded data were derived.
 BX0837
 BX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ818521(NAD 83)
 BX0837_MARKER: DB = BENCH MARK DISK
 BX0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0837_SP_SET: BRIDGE
 BX0837_STAMPING: T 237 1966
 BX0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0837
 BX0837  HISTORY     - Date     Condition        Report By
 BX0837  HISTORY     - 1966     MONUMENTED       CGS
 BX0837  HISTORY     - 1977     GOOD             NGS
 BX0837
 BX0837                          STATION DESCRIPTION
 BX0837
 BX0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0837'7.6 MI NW FROM MARKSVILLE.
 BX0837'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0837'COURTHOUSE AT MARKSVILLE, THENCE 0.6 MILE NORTHWEST ALONG A PAVED
 BX0837'ROAD, THENCE 0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 1.1 MILES
 BX0837'SOUTHWEST ALONG A GRAVELED ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF
 BX0837'A LEVEE, IN SECTION 58 T 3 N, R 3 E, AT THE SOUTHEAST END OF THE
 BX0837'BRIDGE FOR STATE HIGHWAYS 115 AND 107 OVER THE RED RIVER, 16 1/2 FEET
 BX0837'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET NORTHWEST OF THE
 BX0837'CENTER LINE OF THE LEVEE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 BX0837'SOUTHEAST CONCRETE SEAT OF THE BRIDGE, AND ABOUT 3 FEET BELOW THE
 BX0837'LEVEL OF THE HIGHWAY.
 BX0837
 BX0837                          STATION RECOVERY (1977)
 BX0837
 BX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0820 ***********************************************************************
 BX0820  DESIGNATION -  T 238
 BX0820  PID         -  BX0820
 BX0820  STATE/COUNTY-  LA/AVOYELLES
 BX0820  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0820
 BX0820                         *CURRENT SURVEY CONTROL
 BX0820  ___________________________________________________________________
 BX0820* NAD 83(1986)-  31 09 18.     (N)    092 04 50.     (W)     SCALED    
 BX0820* NAVD 88     -        24.268  (meters)      79.62   (feet)  ADJUSTED  
 BX0820  ___________________________________________________________________
 BX0820  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0820  DYNAMIC HT  -          24.238 (meters)      79.52  (feet)  COMP
 BX0820  MODELED GRAV-     979,397.2   (mgal)                       NAVD 88
 BX0820
 BX0820  VERT ORDER  -  FIRST     CLASS I
 BX0820
 BX0820.The horizontal coordinates were scaled from a topographic map and have
 BX0820.an estimated accuracy of +/- 6 seconds.
 BX0820
 BX0820.The orthometric height was determined by differential leveling
 BX0820.and adjusted by the National Geodetic Survey in February 1994..
 BX0820
 BX0820.The geoid height was determined by GEOID03.
 BX0820
 BX0820.The dynamic height is computed by dividing the NAVD 88
 BX0820.geopotential number by the normal gravity value computed on the
 BX0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0820.degrees latitude (g = 980.6199 gals.).
 BX0820
 BX0820.The modeled gravity was interpolated from observed gravity values.
 BX0820
 BX0820;                    North         East    Units  Estimated Accuracy
 BX0820;SPC LA N     -    72,700.    1,039,990.      MT  (+/- 180 meters Scaled)
 BX0820
 BX0820                          SUPERSEDED SURVEY CONTROL
 BX0820
 BX0820  NAVD 88 (06/15/91)   24.280  (m)           79.66   (f) UNKNOWN     1 1
 BX0820  NGVD 29 (??/??/??)   24.236  (m)           79.51   (f) ADJUSTED    1 1
 BX0820
 BX0820.Superseded values are not recommended for survey control.
 BX0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0820.See file dsdata.txt to determine how the superseded data were derived.
 BX0820
 BX0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ876471(NAD 83)
 BX0820_MARKER: DB = BENCH MARK DISK
 BX0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0820_STAMPING: T 238 1966
 BX0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0820+STABILITY: SURFACE MOTION
 BX0820
 BX0820  HISTORY     - Date     Condition        Report By
 BX0820  HISTORY     - 1966     MONUMENTED       CGS
 BX0820  HISTORY     - 1977     GOOD             NGS
 BX0820
 BX0820                          STATION DESCRIPTION
 BX0820
 BX0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0820'2.45 MI NW FROM MARKSVILLE.
 BX0820'ABOUT 2.45 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0820'COURTHOUE AT MARKSVILLE, IN SECTION 17, T 2 N, R 4 E, 90 1/2 FEET
 BX0820'SOUTHWEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 1191, 36 FEET
 BX0820'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1192, 66 FEET SOUTHWEST
 BX0820'OF POWER POLE NUMBER 19, 57 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 BX0820'MARKER, 1 1/2 FEET NORTHWEST OF A FENCE, 1.8 FEET NORTHEAST OF A METAL
 BX0820'WITNSS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 BX0820'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BX0820
 BX0820                          STATION RECOVERY (1977)
 BX0820
 BX0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0922 ***********************************************************************
 BX0922  DESIGNATION -  T 239
 BX0922  PID         -  BX0922
 BX0922  STATE/COUNTY-  LA/RAPIDES
 BX0922  USGS QUAD   -  ALEXANDRIA (1992)
 BX0922
 BX0922                         *CURRENT SURVEY CONTROL
 BX0922  ___________________________________________________________________
 BX0922* NAD 83(1986)-  31 15 46.     (N)    092 26 55.     (W)     SCALED    
 BX0922* NAVD 88     -        24.315  (meters)      79.77   (feet)  ADJUSTED  
 BX0922  ___________________________________________________________________
 BX0922  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BX0922  DYNAMIC HT  -          24.285 (meters)      79.67  (feet)  COMP
 BX0922  MODELED GRAV-     979,406.6   (mgal)                       NAVD 88
 BX0922
 BX0922  VERT ORDER  -  FIRST     CLASS I
 BX0922
 BX0922.The horizontal coordinates were scaled from a topographic map and have
 BX0922.an estimated accuracy of +/- 6 seconds.
 BX0922
 BX0922.The orthometric height was determined by differential leveling
 BX0922.and adjusted by the National Geodetic Survey in February 1994..
 BX0922
 BX0922.The geoid height was determined by GEOID03.
 BX0922
 BX0922.The dynamic height is computed by dividing the NAVD 88
 BX0922.geopotential number by the normal gravity value computed on the
 BX0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0922.degrees latitude (g = 980.6199 gals.).
 BX0922
 BX0922.The modeled gravity was interpolated from observed gravity values.
 BX0922
 BX0922;                    North         East    Units  Estimated Accuracy
 BX0922;SPC LA N     -    84,580.    1,004,890.      MT  (+/- 180 meters Scaled)
 BX0922
 BX0922                          SUPERSEDED SURVEY CONTROL
 BX0922
 BX0922  NAVD 88 (06/15/91)   24.314  (m)           79.77   (f) UNKNOWN     1 1
 BX0922  NGVD 29 (??/??/??)   24.302  (m)           79.73   (f) ADJUSTED    1 1
 BX0922
 BX0922.Superseded values are not recommended for survey control.
 BX0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0922.See file dsdata.txt to determine how the superseded data were derived.
 BX0922
 BX0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ524588(NAD 83)
 BX0922_MARKER: DB = BENCH MARK DISK
 BX0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0922_SP_SET: FOUNDATION
 BX0922_STAMPING: T 239 1966
 BX0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0922
 BX0922  HISTORY     - Date     Condition        Report By
 BX0922  HISTORY     - 1966     MONUMENTED       CGS
 BX0922  HISTORY     - 1970     GOOD             NGS
 BX0922  HISTORY     - 1977     GOOD             NGS
 BX0922  HISTORY     - 19880115 GOOD             USPSQD
 BX0922
 BX0922                          STATION DESCRIPTION
 BX0922
 BX0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0922'3.9 MI S FROM ALEXANDRIA.
 BX0922'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0922'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0922'RAILROAD, THENCE 3.2 MILES SOUTH ALONG LEE STREET, ABOUT 115 YARDS
 BX0922'NORTHEAST OF THE CENTER OF THE ISLAND IN THE CENTER OF THE U.S.
 BX0922'HIGHWAYS 71, 165 AND 167 BYPASS, 57 FEET NORTHWEST OF THE CENTER LINE
 BX0922'OF LEE STREET, 33 FEET NORTHEAST OF THE CENTER LINE OF A SERVICE ROAD,
 BX0922'74 1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF AN AMERICAN SERVICE
 BX0922'STATION, AT THE NORTHWEST SIDE OF A SMALL ISLAND IN FRONT OF THE
 BX0922'SERVICE STATION, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 BX0922'FOUNDATION OF A LIGHT POLE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF LEE
 BX0922'STREET, AND ABOUT 5 INCHES ABOVE THE GROUND.
 BX0922
 BX0922                          STATION RECOVERY (1970)
 BX0922
 BX0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0922'RECOVERED IN GOOD CONDITION.
 BX0922
 BX0922                          STATION RECOVERY (1977)
 BX0922
 BX0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0922'RECOVERED IN GOOD CONDITION.
 BX0922
 BX0922                          STATION RECOVERY (1988)
 BX0922
 BX0922'RECOVERY NOTE BY US POWER SQUADRON 1988 (JJ)
 BX0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1035 ***********************************************************************
 CP1035  DESIGNATION -  T 24
 CP1035  PID         -  CP1035
 CP1035  STATE/COUNTY-  LA/WEST CARROLL
 CP1035  USGS QUAD   -  EPPS (1986)
 CP1035
 CP1035                         *CURRENT SURVEY CONTROL
 CP1035  ___________________________________________________________________
 CP1035* NAD 83(1986)-  32 36 26.     (N)    091 28 41.     (W)     SCALED    
 CP1035* NAVD 88     -        31.997  (meters)     104.98   (feet)  ADJUSTED  
 CP1035  ___________________________________________________________________
 CP1035  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP1035  DYNAMIC HT  -          31.961 (meters)     104.86  (feet)  COMP
 CP1035  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CP1035
 CP1035  VERT ORDER  -  SECOND    CLASS 0
 CP1035
 CP1035.The horizontal coordinates were scaled from a topographic map and have
 CP1035.an estimated accuracy of +/- 6 seconds.
 CP1035
 CP1035.The orthometric height was determined by differential leveling
 CP1035.and adjusted by the National Geodetic Survey in June 1991..
 CP1035
 CP1035.The geoid height was determined by GEOID03.
 CP1035
 CP1035.The dynamic height is computed by dividing the NAVD 88
 CP1035.geopotential number by the normal gravity value computed on the
 CP1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1035.degrees latitude (g = 980.6199 gals.).
 CP1035
 CP1035.The modeled gravity was interpolated from observed gravity values.
 CP1035
 CP1035;                    North         East    Units  Estimated Accuracy
 CP1035;SPC LA N     -   234,100.    1,095,920.      MT  (+/- 180 meters Scaled)
 CP1035
 CP1035                          SUPERSEDED SURVEY CONTROL
 CP1035
 CP1035  NGVD 29 (??/??/92)   32.056  (m)          105.17   (f) ADJ UNCH    2 0
 CP1035
 CP1035.Superseded values are not recommended for survey control.
 CP1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1035.See file dsdata.txt to determine how the superseded data were derived.
 CP1035
 CP1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS428087(NAD 83)
 CP1035_MARKER: DB = BENCH MARK DISK
 CP1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1035_SP_SET: WALL
 CP1035_STAMPING: T-24 1935
 CP1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1035
 CP1035  HISTORY     - Date     Condition        Report By
 CP1035  HISTORY     - 1935     MONUMENTED       CGS
 CP1035
 CP1035                          STATION DESCRIPTION
 CP1035
 CP1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1035'IN EPPS.
 CP1035'VERTICAL BRONZE TABLET IN WEST BRICK WALL OF EPPS SCHOOL.  48 FEET
 CP1035'WEST OF CENTERLINE OF NORTH MAIN ENTRANCE.  4.7 FEET SOUTH OF
 CP1035'NORTHWEST CORNER OF BUILDING.  4.4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0468 ***********************************************************************
 CQ0468  DESIGNATION -  T 241
 CQ0468  PID         -  CQ0468
 CQ0468  STATE/COUNTY-  LA/OUACHITA
 CQ0468  USGS QUAD   -  MONROE SOUTH (1994)
 CQ0468
 CQ0468                         *CURRENT SURVEY CONTROL
 CQ0468  ___________________________________________________________________
 CQ0468* NAD 83(1986)-  32 23 42.     (N)    092 06 48.     (W)     SCALED    
 CQ0468* NAVD 88     -        21.93   (+/-2cm)      71.9    (feet)  VERTCON   
 CQ0468  ___________________________________________________________________
 CQ0468  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ0468
 CQ0468  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0468
 CQ0468.The horizontal coordinates were scaled from a topographic map and have
 CQ0468.an estimated accuracy of +/- 6 seconds.
 CQ0468
 CQ0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0468.The vertical order pertains to the NGVD 29 superseded value.
 CQ0468
 CQ0468.The geoid height was determined by GEOID03.
 CQ0468
 CQ0468;                    North         East    Units  Estimated Accuracy
 CQ0468;SPC LA N     -   210,180.    1,036,380.      MT  (+/- 180 meters Scaled)
 CQ0468
 CQ0468                          SUPERSEDED SURVEY CONTROL
 CQ0468
 CQ0468  NGVD 29 (??/??/??)   21.964  (m)           72.06   (f) ADJUSTED    1 2
 CQ0468
 CQ0468.Superseded values are not recommended for survey control.
 CQ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0468.See file dsdata.txt to determine how the superseded data were derived.
 CQ0468
 CQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR833845(NAD 83)
 CQ0468_MARKER: DB = BENCH MARK DISK
 CQ0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0468_SP_SET: CULVERT
 CQ0468_STAMPING: T 241 1966
 CQ0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0468
 CQ0468  HISTORY     - Date     Condition        Report By
 CQ0468  HISTORY     - 1966     MONUMENTED       CGS
 CQ0468  HISTORY     - 1990     GOOD             USPSQD
 CQ0468  HISTORY     - 1991     GOOD             USPSQD
 CQ0468  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 CQ0468
 CQ0468                          STATION DESCRIPTION
 CQ0468
 CQ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0468'8.55 MI S FROM MONROE.
 CQ0468'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0468'STATION AT MONROE, THENCE 4.05 MILES SOUTH ALONG SOUTH GRAND STREET,
 CQ0468'THENCE 3.9 MILES SOUTH ALONG U.S. HIGHWAY 165, OR ABOUT 7.75 MILES
 CQ0468'NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT BOSCO, IN SECTION
 CQ0468'1, T 16 N, R 3 E, ABOUT 0.4 MILE SOUTH OF THE MISSOURI PACIFIC
 CQ0468'RAILROAD STATION SIGN AT COBB, 24 FEET EAST OF THE CENTER LINE OF THE
 CQ0468'HIGHWAY, 65 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE NORTH
 CQ0468'END OF THE EAST CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER THE
 CQ0468'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ0468
 CQ0468                          STATION RECOVERY (1990)
 CQ0468
 CQ0468'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ0468'RECOVERED IN GOOD CONDITION.
 CQ0468
 CQ0468                          STATION RECOVERY (1991)
 CQ0468
 CQ0468'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ0468'RECOVERED IN GOOD CONDITION.
 CQ0468
 CQ0468                          STATION RECOVERY (1991)
 CQ0468
 CQ0468'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0003 ***********************************************************************
 CQ0003  DESIGNATION -  T 242
 CQ0003  PID         -  CQ0003
 CQ0003  STATE/COUNTY-  LA/OUACHITA
 CQ0003  USGS QUAD   -  MONROE NORTH (1994)
 CQ0003
 CQ0003                         *CURRENT SURVEY CONTROL
 CQ0003  ___________________________________________________________________
 CQ0003* NAD 83(1986)-  32 30 49.     (N)    092 02 37.     (W)     SCALED    
 CQ0003* NAVD 88     -        23.472  (meters)      77.01   (feet)  ADJUSTED  
 CQ0003  ___________________________________________________________________
 CQ0003  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0003  DYNAMIC HT  -          23.446 (meters)      76.92  (feet)  COMP
 CQ0003  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CQ0003
 CQ0003  VERT ORDER  -  FIRST     CLASS I
 CQ0003
 CQ0003.This mark is at Monroe Airport (MLU)
 CQ0003
 CQ0003.The horizontal coordinates were scaled from a topographic map and have
 CQ0003.an estimated accuracy of +/- 6 seconds.
 CQ0003
 CQ0003.The orthometric height was determined by differential leveling
 CQ0003.and adjusted by the National Geodetic Survey in May 1997..
 CQ0003
 CQ0003.The geoid height was determined by GEOID03.
 CQ0003
 CQ0003.The dynamic height is computed by dividing the NAVD 88
 CQ0003.geopotential number by the normal gravity value computed on the
 CQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0003.degrees latitude (g = 980.6199 gals.).
 CQ0003
 CQ0003.The modeled gravity was interpolated from observed gravity values.
 CQ0003
 CQ0003;                    North         East    Units  Estimated Accuracy
 CQ0003;SPC LA N     -   223,350.    1,042,880.      MT  (+/- 180 meters Scaled)
 CQ0003
 CQ0003                          SUPERSEDED SURVEY CONTROL
 CQ0003
 CQ0003  NAVD 88 (06/15/91)   23.467  (m)           76.99   (f) UNKNOWN     1 1
 CQ0003  NGVD 29 (??/??/??)   23.510  (m)           77.13   (f) ADJUSTED    1 1
 CQ0003
 CQ0003.Superseded values are not recommended for survey control.
 CQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0003.See file dsdata.txt to determine how the superseded data were derived.
 CQ0003
 CQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR898977(NAD 83)
 CQ0003_MARKER: DB = BENCH MARK DISK
 CQ0003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ0003_STAMPING: T 242 1966
 CQ0003_MARK LOGO: CGS   
 CQ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0003+STABILITY: SURFACE MOTION
 CQ0003
 CQ0003  HISTORY     - Date     Condition        Report By
 CQ0003  HISTORY     - 1966     MONUMENTED       CGS
 CQ0003  HISTORY     - 1969     GOOD             CGS
 CQ0003  HISTORY     - 1980     GOOD             LOCSUR
 CQ0003  HISTORY     - 1983     GOOD             LADTD
 CQ0003  HISTORY     - 1990     GOOD             USPSQD
 CQ0003  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 CQ0003  HISTORY     - 19961212 GOOD             USPSQD
 CQ0003
 CQ0003                          STATION DESCRIPTION
 CQ0003
 CQ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0003'4.6 MI E FROM MONROE.
 CQ0003'ABOUT 3.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0003'STATION AT MONROE, THENCE 0.8 MILE NORTH ALONG A PAVED STREET, THENCE
 CQ0003'0.7 MILE EAST ALONG AN ACCESS ROAD TO THE MONROE MUNICIPAL AIRPORT
 CQ0003'WHICH WAS FORMERLY SELMAN FIELD, IN SECTION 27, T 18 N, R 4 E, AT THE
 CQ0003'SOUTH END OF THE NEW ADMINISTRATION BUILDING, 268 FEET NORTH OF THE
 CQ0003'NORTHWEST CORNER OF THE AIRPORT CONTROL TOWER, 74 FEET SOUTHEAST OF
 CQ0003'THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 42 FEET SOUTH OF
 CQ0003'THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, SET IN THE TOP OF
 CQ0003'THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN BOX, AND ABOUT LEVEL
 CQ0003'WITH THE GROUND.
 CQ0003
 CQ0003                          STATION RECOVERY (1969)
 CQ0003
 CQ0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0003'RECOVERED IN GOOD CONDITION.
 CQ0003
 CQ0003                          STATION RECOVERY (1980)
 CQ0003
 CQ0003'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CQ0003'RECOVERED IN GOOD CONDITION.
 CQ0003
 CQ0003                          STATION RECOVERY (1983)
 CQ0003
 CQ0003'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0003'RECOVERED IN GOOD CONDITION.
 CQ0003
 CQ0003                          STATION RECOVERY (1990)
 CQ0003
 CQ0003'RECOVERY NOTE BY US POWER SQUADRON 1990 (DBA)
 CQ0003'RECOVERED IN GOOD CONDITION.
 CQ0003
 CQ0003                          STATION RECOVERY (1991)
 CQ0003
 CQ0003'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0003'MARK NOT FOUND.
 CQ0003
 CQ0003                          STATION RECOVERY (1996)
 CQ0003
 CQ0003'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1882 ***********************************************************************
 CP1882  DESIGNATION -  T 243
 CP1882  PID         -  CP1882
 CP1882  STATE/COUNTY-  LA/FRANKLIN
 CP1882  USGS QUAD   -  FT NECESSITY (1983)
 CP1882
 CP1882                         *CURRENT SURVEY CONTROL
 CP1882  ___________________________________________________________________
 CP1882* NAD 83(1986)-  32 04 57.     (N)    091 46 42.     (W)     SCALED    
 CP1882* NAVD 88     -        20.39   (+/-2cm)      66.9    (feet)  VERTCON   
 CP1882  ___________________________________________________________________
 CP1882  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CP1882
 CP1882  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1882
 CP1882.The horizontal coordinates were scaled from a topographic map and have
 CP1882.an estimated accuracy of +/- 6 seconds.
 CP1882
 CP1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1882.The vertical order pertains to the NGVD 29 superseded value.
 CP1882
 CP1882.The geoid height was determined by GEOID03.
 CP1882
 CP1882;                    North         East    Units  Estimated Accuracy
 CP1882;SPC LA N     -   175,690.    1,068,130.      MT  (+/- 180 meters Scaled)
 CP1882
 CP1882                          SUPERSEDED SURVEY CONTROL
 CP1882
 CP1882  NGVD 29 (??/??/92)   20.412  (m)           66.97   (f) ADJ UNCH    1 2
 CP1882
 CP1882.Superseded values are not recommended for survey control.
 CP1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1882.See file dsdata.txt to determine how the superseded data were derived.
 CP1882
 CP1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR152502(NAD 83)
 CP1882_MARKER: DB = BENCH MARK DISK
 CP1882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1882_SP_SET: BRIDGE
 CP1882_STAMPING: T 243 1966
 CP1882_MARK LOGO: CGS   
 CP1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1882+STABILITY: SURFACE MOTION
 CP1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1882+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1987
 CP1882
 CP1882  HISTORY     - Date     Condition        Report By
 CP1882  HISTORY     - 1966     MONUMENTED       CGS
 CP1882  HISTORY     - 1981     MARK NOT FOUND   USGS
 CP1882  HISTORY     - 19871105 SEE DESCRIPTION  LADTD
 CP1882
 CP1882                          STATION DESCRIPTION
 CP1882
 CP1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1882'3.85 MI NE FROM FT. NECESSITY.
 CP1882'ABOUT 4.85 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 CP1882'AT FT. NECESSITY, IN SECTION 29, T 13 N, R 7 E, 12 FEET EAST OF THE
 CP1882'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 CP1882'CONCRETE BASE OF THE EAST GUARD RAIL OF THE BRIDGE OVER WEST TURKEY
 CP1882'CREEK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CP1882
 CP1882                          STATION RECOVERY (1981)
 CP1882
 CP1882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CP1882'MARK NOT FOUND.
 CP1882
 CP1882                          STATION RECOVERY (1987)
 CP1882
 CP1882'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1882'THE STATION IS LOCATED ABOUT 6.2 KM (3.85 MI) NORTHEAST OF FORT
 CP1882'NECESSITY, IN SECTION 29, T 13 N, R 7 E.  OWNERSHIP--LOUISIANA
 CP1882'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP1882'TO REACH THE STATION FROM THE POST OPFFICE IN FORT NECESSITY GO EAST
 CP1882'FOR ABOUT 6.2 KM (3.85 MI) ON STATE HIGHWAY 4 TO THE MARK SET IN THE
 CP1882'TOP OF THE EAST GUARD RAIL OF THE BRIDGE OVER WEST TURKEY CREEK.
 CP1882'THE STATION IS 3.7 M (12.1 FT) EAST FROM THE CENTER OF THE HIGHWAY
 CP1882'ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CP1882'THIS MARK COULD BE COVERED BY WOODEN BLOCKS CONNECTED TO THE BRIDGE
 CP1882'APPROACH GUARD RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1962 ***********************************************************************
 CP1962  DESIGNATION -  T 244
 CP1962  PID         -  CP1962
 CP1962  STATE/COUNTY-  LA/FRANKLIN
 CP1962  USGS QUAD   -  LAMAR (1987)
 CP1962
 CP1962                         *CURRENT SURVEY CONTROL
 CP1962  ___________________________________________________________________
 CP1962* NAD 83(1986)-  32 20 57.     (N)    091 31 02.     (W)     SCALED    
 CP1962* NAVD 88     -        25.40   (+/-2cm)      83.3    (feet)  VERTCON   
 CP1962  ___________________________________________________________________
 CP1962  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1962
 CP1962  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1962
 CP1962.The horizontal coordinates were scaled from a topographic map and have
 CP1962.an estimated accuracy of +/- 6 seconds.
 CP1962
 CP1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1962.The vertical order pertains to the NGVD 29 superseded value.
 CP1962
 CP1962.The geoid height was determined by GEOID03.
 CP1962
 CP1962;                    North         East    Units  Estimated Accuracy
 CP1962;SPC LA N     -   205,450.    1,092,510.      MT  (+/- 180 meters Scaled)
 CP1962
 CP1962                          SUPERSEDED SURVEY CONTROL
 CP1962
 CP1962  NGVD 29 (??/??/92)   25.419  (m)           83.40   (f) ADJ UNCH    1 2
 CP1962
 CP1962.Superseded values are not recommended for survey control.
 CP1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1962.See file dsdata.txt to determine how the superseded data were derived.
 CP1962
 CP1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR395801(NAD 83)
 CP1962_MARKER: DB = BENCH MARK DISK
 CP1962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1962_SP_SET: CULVERT
 CP1962_STAMPING: T 244 1966
 CP1962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1962
 CP1962  HISTORY     - Date     Condition        Report By
 CP1962  HISTORY     - 1966     MONUMENTED       CGS
 CP1962
 CP1962                          STATION DESCRIPTION
 CP1962
 CP1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1962'8.35 MI NE FROM CROWVILLE.
 CP1962'ABOUT 8.35 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1962'AT CROWVILLE, IN SECTION 26, T 16 N, R 9 E, 17 FEET EAST OF THE CENTER
 CP1962'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST
 CP1962'CONCRETE HEAD WALL OF A DOUBLE-CHANNELED CONCRETE CULVERT, AND ABOUT 3
 CP1962'FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THIS BENCH MARK CAN ALSO
 CP1962'BE REACHED BY GOING 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD
 CP1962'FROM THE STATION AT DELHI, THENCE 8.15 MILES SOUTH ALONG STATE HIGHWAY
 CP1962'17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2344 ***********************************************************************
 CP2344  DESIGNATION -  T 244 RESET 1981
 CP2344  PID         -  CP2344
 CP2344  STATE/COUNTY-  LA/FRANKLIN
 CP2344  USGS QUAD   -  LAMAR (1987)
 CP2344
 CP2344                         *CURRENT SURVEY CONTROL
 CP2344  ___________________________________________________________________
 CP2344* NAD 83(1986)-  32 20 57.     (N)    091 31 02.     (W)     SCALED    
 CP2344* NAVD 88     -        26.63   (+/-2cm)      87.4    (feet)  VERTCON   
 CP2344  ___________________________________________________________________
 CP2344  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2344
 CP2344  VERT ORDER  -  THIRD (See Below)
 CP2344
 CP2344.The horizontal coordinates were scaled from a topographic map and have
 CP2344.an estimated accuracy of +/- 6 seconds.
 CP2344
 CP2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2344.The vertical order pertains to the NGVD 29 superseded value.
 CP2344
 CP2344.The geoid height was determined by GEOID03.
 CP2344
 CP2344;                    North         East    Units  Estimated Accuracy
 CP2344;SPC LA N     -   205,450.    1,092,510.      MT  (+/- 180 meters Scaled)
 CP2344
 CP2344                          SUPERSEDED SURVEY CONTROL
 CP2344
 CP2344  NGVD 29 (09/18/05)   26.64   (m)           87.4    (f) RESET       3  
 CP2344
 CP2344.Superseded values are not recommended for survey control.
 CP2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2344.See file dsdata.txt to determine how the superseded data were derived.
 CP2344
 CP2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR395801(NAD 83)
 CP2344_MARKER: DB = BENCH MARK DISK
 CP2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2344_STAMPING: T 244 RESET 1981
 CP2344_PROJECTION: FLUSH
 CP2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2344+STABILITY: SURFACE MOTION
 CP2344
 CP2344  HISTORY     - Date     Condition        Report By
 CP2344  HISTORY     - 1981     MONUMENTED       LADTD
 CP2344  HISTORY     - 1991     GOOD             USPSQD
 CP2344
 CP2344                          STATION DESCRIPTION
 CP2344
 CP2344'DESCRIBED BY LA TRANSP AND DEV 1981
 CP2344'13.5 KM (8.4 MI) NE FROM CROWVILLE.
 CP2344'13.5 KM (8.4 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST
 CP2344'OFFICE IN CROWVILLE, ON THE RIGHT AND EAST OF THE HIGHWAY ON
 CP2344'A KNOLL NEAR A CROSS DRAIN UNDER THE HIGHWAY, ON HIGHWAY RIGHT-OF-WAY,
 CP2344'39.6 METERS (130.0 FT) NORTHEAST OF THE EAST END OF THE CROSS DRAIN,
 CP2344'27.1 METERS (89.0 FT) EAST OF THE CENTER OF STATE HIGHWAY 17, AND
 CP2344'4.6 METERS (15.1 FT) SOUTH OF THE CENTER OF A DIRT FIELD ROAD.
 CP2344'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 CP2344'THE MARK IS 2.0 FT ABOVE HIGHWAY.
 CP2344
 CP2344                          STATION RECOVERY (1991)
 CP2344
 CP2344'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1397 ***********************************************************************
 CP1397  DESIGNATION -  T 245
 CP1397  PID         -  CP1397
 CP1397  STATE/COUNTY-  LA/MADISON
 CP1397  USGS QUAD   -  DELHI (1986)
 CP1397
 CP1397                         *CURRENT SURVEY CONTROL
 CP1397  ___________________________________________________________________
 CP1397* NAD 83(1986)-  32 27 07.     (N)    091 26 16.     (W)     SCALED    
 CP1397* NAVD 88     -        25.161  (meters)      82.55   (feet)  ADJUSTED  
 CP1397  ___________________________________________________________________
 CP1397  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP1397  DYNAMIC HT  -          25.132 (meters)      82.45  (feet)  COMP
 CP1397  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CP1397
 CP1397  VERT ORDER  -  FIRST     CLASS I
 CP1397
 CP1397.The horizontal coordinates were scaled from a topographic map and have
 CP1397.an estimated accuracy of +/- 6 seconds.
 CP1397
 CP1397.The orthometric height was determined by differential leveling
 CP1397.and adjusted by the National Geodetic Survey in June 1991..
 CP1397
 CP1397.The geoid height was determined by GEOID03.
 CP1397
 CP1397.The dynamic height is computed by dividing the NAVD 88
 CP1397.geopotential number by the normal gravity value computed on the
 CP1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1397.degrees latitude (g = 980.6199 gals.).
 CP1397
 CP1397.The modeled gravity was interpolated from observed gravity values.
 CP1397
 CP1397;                    North         East    Units  Estimated Accuracy
 CP1397;SPC LA N     -   216,920.    1,099,870.      MT  (+/- 180 meters Scaled)
 CP1397
 CP1397                          SUPERSEDED SURVEY CONTROL
 CP1397
 CP1397  NGVD 29 (??/??/??)   25.177  (m)           82.60   (f) ADJUSTED    1 1
 CP1397
 CP1397.Superseded values are not recommended for survey control.
 CP1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1397.See file dsdata.txt to determine how the superseded data were derived.
 CP1397
 CP1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR468916(NAD 83)
 CP1397_MARKER: DB = BENCH MARK DISK
 CP1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1397_SP_SET: CULVERT
 CP1397_STAMPING: T 245 1966
 CP1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1397
 CP1397  HISTORY     - Date     Condition        Report By
 CP1397  HISTORY     - 1966     MONUMENTED       CGS
 CP1397  HISTORY     - 1968     GOOD             NGS
 CP1397
 CP1397                          STATION DESCRIPTION
 CP1397
 CP1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1397'3.3 MI E FROM DELHI.
 CP1397'3.3 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1397'DELHI, IN SECTION 15, T 17 N, R 10 E, 1 1/2 POLES WEST OF MILEPOST 32,
 CP1397'89 FEET NORTH OF THE NORTH RAIL, 17 FEET SOUTH OF THE CENTER LINE OF
 CP1397'U.S. HIGHWAY 80, SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 CP1397'HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL
 CP1397'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1439 ***********************************************************************
 BW1439  DESIGNATION -  T 246
 BW1439  PID         -  BW1439
 BW1439  STATE/COUNTY-  LA/CATAHOULA
 BW1439  USGS QUAD   -  SICILY ISLAND (1983)
 BW1439
 BW1439                         *CURRENT SURVEY CONTROL
 BW1439  ___________________________________________________________________
 BW1439* NAD 83(1986)-  31 51 59.     (N)    091 39 46.     (W)     SCALED    
 BW1439* NAVD 88     -        22.44   (+/-2cm)      73.6    (feet)  VERTCON   
 BW1439  ___________________________________________________________________
 BW1439  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1439
 BW1439  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1439
 BW1439.The horizontal coordinates were scaled from a topographic map and have
 BW1439.an estimated accuracy of +/- 6 seconds.
 BW1439
 BW1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1439.The vertical order pertains to the NGVD 29 superseded value.
 BW1439
 BW1439.The geoid height was determined by GEOID03.
 BW1439
 BW1439;                    North         East    Units  Estimated Accuracy
 BW1439;SPC LA N     -   151,800.    1,079,220.      MT  (+/- 180 meters Scaled)
 BW1439
 BW1439                          SUPERSEDED SURVEY CONTROL
 BW1439
 BW1439  NGVD 29 (??/??/92)   22.446  (m)           73.64   (f) ADJ UNCH    1 2
 BW1439
 BW1439.Superseded values are not recommended for survey control.
 BW1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1439.See file dsdata.txt to determine how the superseded data were derived.
 BW1439
 BW1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR264264(NAD 83)
 BW1439_MARKER: DB = BENCH MARK DISK
 BW1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1439_STAMPING: T 246 1966
 BW1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1439+STABILITY: SURFACE MOTION
 BW1439
 BW1439  HISTORY     - Date     Condition        Report By
 BW1439  HISTORY     - 1966     MONUMENTED       CGS
 BW1439
 BW1439                          STATION DESCRIPTION
 BW1439
 BW1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1439'1.45 MI N FROM SICILY ISLAND.
 BW1439'ABOUT 1.45 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD AND STATE
 BW1439'HIGHWAY 15 FROM THE POST OFFICE AT SICILY ISLAND, IN SECTION 9, T 10
 BW1439'N, R 8 E, 147 FEET EAST AND ACROSS THE HIGHWAY FROM THE EAST RAIL, 68
 BW1439'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET NORTH OF THE
 BW1439'MORE NORTHEASTERLY ONE OF 2 POWER POLES IN A LINE WHICH CROSSES THE
 BW1439'HIGHWAY IN A NORTHWEST-SOUTHEAST DIRECTION, 1.0 FOOT SOUTH OF A METAL
 BW1439'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BW1439'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1467 ***********************************************************************
 CP1467  DESIGNATION -  T 247
 CP1467  PID         -  CP1467
 CP1467  STATE/COUNTY-  LA/FRANKLIN
 CP1467  USGS QUAD   -  COMO (1983)
 CP1467
 CP1467                         *CURRENT SURVEY CONTROL
 CP1467  ___________________________________________________________________
 CP1467* NAD 83(1986)-  32 05 37.     (N)    091 32 16.     (W)     SCALED    
 CP1467* NAVD 88     -        18.45   (+/-2cm)      60.5    (feet)  VERTCON   
 CP1467  ___________________________________________________________________
 CP1467  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1467
 CP1467  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1467
 CP1467.The horizontal coordinates were scaled from a topographic map and have
 CP1467.an estimated accuracy of +/- 6 seconds.
 CP1467
 CP1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1467.The vertical order pertains to the NGVD 29 superseded value.
 CP1467
 CP1467.The geoid height was determined by GEOID03.
 CP1467
 CP1467;                    North         East    Units  Estimated Accuracy
 CP1467;SPC LA N     -   177,100.    1,090,820.      MT  (+/- 180 meters Scaled)
 CP1467
 CP1467                          SUPERSEDED SURVEY CONTROL
 CP1467
 CP1467  NGVD 29 (??/??/92)   18.463  (m)           60.57   (f) ADJ UNCH    1 2
 CP1467
 CP1467.Superseded values are not recommended for survey control.
 CP1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1467.See file dsdata.txt to determine how the superseded data were derived.
 CP1467
 CP1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR379517(NAD 83)
 CP1467_MARKER: DB = BENCH MARK DISK
 CP1467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1467_SP_SET: HEADWALL
 CP1467_STAMPING: T 247 1966
 CP1467_MARK LOGO: CGS   
 CP1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1467+STABILITY: SURFACE MOTION
 CP1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1467+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 CP1467
 CP1467  HISTORY     - Date     Condition        Report By
 CP1467  HISTORY     - 1966     MONUMENTED       CGS
 CP1467  HISTORY     - 1973     GOOD             LADTD
 CP1467  HISTORY     - 19871102 GOOD             USPSQD
 CP1467  HISTORY     - 19880225 GOOD             LADTD
 CP1467
 CP1467                          STATION DESCRIPTION
 CP1467
 CP1467'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1467'9.50 MI NE FROM GILBERT.
 CP1467'ABOUT 0.05 MILES SOUTHEAST ALONG FIRST STREET FROM GILBERT HIGH SCHOOL
 CP1467'IN GILBERT TO THE INTERSECTION OF FIRST STREET AND HANNA STREET.
 CP1467'THENCE ABOUT 0.20 MILES NORTHEAST ALONG HANNA STREET TO THE
 CP1467'INTERSECTION OF HANNA STREET, LOUISIANA HIGHWAY 15 AND LOUISIANA
 CP1467'HIGHWAY 572.  THENCE ABOUT 0.05 MILES NORTHEAST ALONG LOUISIANA
 CP1467'HIGHWAY 572 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 572 AND 128.
 CP1467'THENCE ABOUT 5.40 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1467'INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 4.  THENCE ABOUT 3.80 MILES
 CP1467'EAST ALONG LOUISIANA HIGHWAY 4.  IT IS 23.8 FEET SOUTH OF THE
 CP1467'CENTERLINE OF LOUISIANA HIGHWAY 4, 81.7 FEET WEST OF THE CENTERLINE OF
 CP1467'A GRAVEL RAMP, 59.4 FEET NORTHEAST OF A POWERPOLE, 42.2 FEET NORTH OF
 CP1467'A COMBINATION MESH AND BARBED WIRE FENCE.  SET IN TOP OF THE SOUTH
 CP1467'HEADWALL OF A 4-BARREL 3 FT. X 3 FT. CONCRETE BOX CULVERT.  A STEEL
 CP1467'WITNESS POST IS SET 8.1 FEET WEST OF THE MARK.
 CP1467
 CP1467                          STATION RECOVERY (1987)
 CP1467
 CP1467'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCR)
 CP1467'RECOVERED IN GOOD CONDITION.
 CP1467
 CP1467                          STATION RECOVERY (1988)
 CP1467
 CP1467'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CP1467'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) NORTHEAST OF GILBERT.
 CP1467'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP1467'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 572 AND 128
 CP1467'IN GILBERT GO NORTHEAST FOR 8.7 KM (5.40 MI) ON HIGHWAY 128 TO THE
 CP1467'INTERSECTION WITH STATE HIGHWAY 4.  TURN RIGHT AND GO EAST FOR 6.1 KM
 CP1467'(3.80 MI) ON HIGHWAY 4 TO THE MARK ON THE RIGHT SET IN THE TOP OF THE
 CP1467'SOUTH HEADWALL OF A 4-BARREL 3 BY 3 FT BOX CULVERT.
 CP1467'THE MARK IS 24.9 M (81.7 FT) WEST FROM THE CENTER OF A GRAVEL RAMP,
 CP1467'18.1 M (59.4 FT) NORTHEAST FROM A POWERPOLE, 12.9 M (42.3 FT) FROM A
 CP1467'COMBINATION MESH AND BARBED WIRE FENCE AND 2.5 M (8.2 FT) EAST FROM A
 CP1467'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1484 ***********************************************************************
 BW1484  DESIGNATION -  T 248
 BW1484  PID         -  BW1484
 BW1484  STATE/COUNTY-  LA/CONCORDIA
 BW1484  USGS QUAD   -  FERRIDAY NORTH (1995)
 BW1484
 BW1484                         *CURRENT SURVEY CONTROL
 BW1484  ___________________________________________________________________
 BW1484* NAD 83(1986)-  31 40 30.     (N)    091 30 31.     (W)     SCALED    
 BW1484* NAVD 88     -        18.55   (+/-2cm)      60.9    (feet)  VERTCON   
 BW1484  ___________________________________________________________________
 BW1484  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1484
 BW1484  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1484
 BW1484.The horizontal coordinates were scaled from a topographic map and have
 BW1484.an estimated accuracy of +/- 6 seconds.
 BW1484
 BW1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1484.The vertical order pertains to the NGVD 29 superseded value.
 BW1484
 BW1484.The geoid height was determined by GEOID03.
 BW1484
 BW1484;                    North         East    Units  Estimated Accuracy
 BW1484;SPC LA N     -   130,710.    1,094,000.      MT  (+/- 180 meters Scaled)
 BW1484
 BW1484                          SUPERSEDED SURVEY CONTROL
 BW1484
 BW1484  NGVD 29 (??/??/92)   18.553  (m)           60.87   (f) ADJ UNCH    1 2
 BW1484
 BW1484.Superseded values are not recommended for survey control.
 BW1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1484.See file dsdata.txt to determine how the superseded data were derived.
 BW1484
 BW1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR413053(NAD 83)
 BW1484_MARKER: DB = BENCH MARK DISK
 BW1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1484_STAMPING: T 248 1966
 BW1484_PROJECTION: PROJECTING 15 CENTIMETERS
 BW1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1484+STABILITY: SURFACE MOTION
 BW1484
 BW1484  HISTORY     - Date     Condition        Report By
 BW1484  HISTORY     - 1966     MONUMENTED       CGS
 BW1484  HISTORY     - 1981     GOOD             LADTD
 BW1484
 BW1484                          STATION DESCRIPTION
 BW1484
 BW1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1484'4.3 MI NE FROM FERRIDAY.
 BW1484'ABOUT 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST OFFICE
 BW1484'AT FERRIDAY, IN T 8 N, R 9 E, ABOUT 0.1 MILE SOUTH OF A HOUSE, AT A
 BW1484'POINT WHERE A FENCE CROSSES A LEVEE, 50 FEET SOUTHEAST OF THE CENTER
 BW1484'LINE OF THE HIGHWAY, 117 FEET NORTHWEST OF THE CENTER LINE OF THE
 BW1484'LEVEE, 24 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE, 2 FEET SOUTHWEST OF
 BW1484'THE FENCE ACROSS THE LEVEE, 1.2 FEET SOUTHEAST OF A METAL WITNESS
 BW1484'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BW1484'PROJECTING 6 INCHES.
 BW1484
 BW1484                          STATION RECOVERY (1981)
 BW1484
 BW1484'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1484'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS, 7.34 KM
 BW1484'(4.56 MI) NORTHEAST ALONG STATE HIGHWAY 568 FROM THE POST OFFICE AT
 BW1484'FERRIDAY, IN T 8 N, R 9 E, TO  THE  MARK ON THE RIGHT, 14.9 METERS
 BW1484'(49 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 7.3 METERS (24 FT)
 BW1484'SOUTHEAST OF A RIGHT-OF-WAY FENCE, 0.6 METER (2 FT) SOUTHWEST OF THE
 BW1484'FENCE ACROSS THE LEVEE AND 0.3 METER (1 FT) SOUTHEAST OF A METAL
 BW1484'WITNESS POST WITH SIGN.
 BW1484'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 BW1484'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 568.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0643 ***********************************************************************
 BW0643  DESIGNATION -  T 251
 BW0643  PID         -  BW0643
 BW0643  STATE/COUNTY-  LA/CONCORDIA
 BW0643  USGS QUAD   -  NATCHEZ (1976)
 BW0643
 BW0643                         *CURRENT SURVEY CONTROL
 BW0643  ___________________________________________________________________
 BW0643* NAD 83(1986)-  31 34 31.     (N)    091 28 06.     (W)     SCALED    
 BW0643* NAVD 88     -        17.79   (+/-2cm)      58.4    (feet)  VERTCON   
 BW0643  ___________________________________________________________________
 BW0643  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0643
 BW0643  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0643
 BW0643.The horizontal coordinates were scaled from a topographic map and have
 BW0643.an estimated accuracy of +/- 6 seconds.
 BW0643
 BW0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0643.The vertical order pertains to the NGVD 29 superseded value.
 BW0643
 BW0643.The geoid height was determined by GEOID03.
 BW0643
 BW0643;                    North         East    Units  Estimated Accuracy
 BW0643;SPC LA N     -   119,690.    1,097,920.      MT  (+/- 180 meters Scaled)
 BW0643
 BW0643                          SUPERSEDED SURVEY CONTROL
 BW0643
 BW0643  NGVD 29 (??/??/92)   17.78   (m)           58.3    (f) COMPUTED    1 2
 BW0643
 BW0643.Superseded values are not recommended for survey control.
 BW0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0643.See file dsdata.txt to determine how the superseded data were derived.
 BW0643
 BW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ453943(NAD 83)
 BW0643_MARKER: DB = BENCH MARK DISK
 BW0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0643_STAMPING: T 251 1966
 BW0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0643+STABILITY: SURFACE MOTION
 BW0643
 BW0643  HISTORY     - Date     Condition        Report By
 BW0643  HISTORY     - 1966     MONUMENTED       CGS
 BW0643
 BW0643                          STATION DESCRIPTION
 BW0643
 BW0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0643'2.45 MI W FROM VIDALIA.
 BW0643'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE
 BW0643'COURTHOUSE AT VIDALIA, IN SECTION 34, T 7 N, R 34, ABOUT 63 YARDS
 BW0643'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A PRIVATE ROAD LEADING TO
 BW0643'THE ALBERT NICHOLS RESIDENCE, 248 1/2 FEET WEST OF A DINNER BELL ON
 BW0643'THE TOP OF A METAL POLE, 96 1/2 FEET WEST OF THE CENTER LINE OF A
 BW0643'CATTLE GUARD AND A PRIVATE DRIVEWAY, 56 FEET SOUTH OF THE CENTER LINE
 BW0643'OF THE SOUTH OR EASTBOUND LANE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A
 BW0643'FENCE, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 BW0643'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BW0643'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1159 ***********************************************************************
 BW1159  DESIGNATION -  T 252
 BW1159  PID         -  BW1159
 BW1159  STATE/COUNTY-  LA/CONCORDIA
 BW1159  USGS QUAD   -  DEER PARK (1983)
 BW1159
 BW1159                         *CURRENT SURVEY CONTROL
 BW1159  ___________________________________________________________________
 BW1159* NAD 83(1986)-  31 29 47.     (N)    091 31 31.     (W)     SCALED    
 BW1159* NAVD 88     -        24.68   (+/-2cm)      81.0    (feet)  VERTCON   
 BW1159  ___________________________________________________________________
 BW1159  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BW1159
 BW1159  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1159
 BW1159.The horizontal coordinates were scaled from a topographic map and have
 BW1159.an estimated accuracy of +/- 6 seconds.
 BW1159
 BW1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1159.The vertical order pertains to the NGVD 29 superseded value.
 BW1159
 BW1159.The geoid height was determined by GEOID03.
 BW1159
 BW1159;                    North         East    Units  Estimated Accuracy
 BW1159;SPC LA N     -   110,890.    1,092,600.      MT  (+/- 180 meters Scaled)
 BW1159
 BW1159                          SUPERSEDED SURVEY CONTROL
 BW1159
 BW1159  NGVD 29 (??/??/92)   24.68   (m)           81.0    (f) COMPUTED    1 2
 BW1159
 BW1159.Superseded values are not recommended for survey control.
 BW1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1159.See file dsdata.txt to determine how the superseded data were derived.
 BW1159
 BW1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ400855(NAD 83)
 BW1159_MARKER: DB = BENCH MARK DISK
 BW1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1159_STAMPING: T 252 1966
 BW1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1159+STABILITY: SURFACE MOTION
 BW1159
 BW1159  HISTORY     - Date     Condition        Report By
 BW1159  HISTORY     - 1966     MONUMENTED       CGS
 BW1159  HISTORY     - 1978     MARK NOT FOUND   USGS
 BW1159  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1159
 BW1159                          STATION DESCRIPTION
 BW1159
 BW1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1159'9.15 MI SW FROM VIDALIA.
 BW1159'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1159'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1159'THENCE 2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 15, IN SECTION 7, T 6
 BW1159'N, R 9 E, ABOUT 0.1 MILE SOUTH OF A WOODEN GATE AND A FENCE ON THE TOP
 BW1159'OF THE LEVEE, ABOUT IN THE CENTER OF A Y-JUNCTION OF THE HIGHWAY AND
 BW1159'THE LEVEE, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 BW1159'WEST OF THE CENTER LINE OF A TRACK ROAD, 2.2 FEET NORTH OF A METAL
 BW1159'WITNESS POST, ABOUT 15 FEET BELOW THE LEVEL OF THE LEVEE, AND SET IN
 BW1159'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 BW1159
 BW1159                          STATION RECOVERY (1978)
 BW1159
 BW1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BW1159'MARK NOT FOUND.
 BW1159
 BW1159                          STATION RECOVERY (1979)
 BW1159
 BW1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1159'NOT RECOVERED-A LOT OF CONSTRUCTION HAS BEEN DONE TO LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1252 ***********************************************************************
 BW1252  DESIGNATION -  T 253
 BW1252  PID         -  BW1252
 BW1252  STATE/COUNTY-  LA/CONCORDIA
 BW1252  USGS QUAD   -  SLOCUM (1983)
 BW1252
 BW1252                         *CURRENT SURVEY CONTROL
 BW1252  ___________________________________________________________________
 BW1252* NAD 83(1986)-  31 16 27.     (N)    091 39 06.     (W)     SCALED    
 BW1252* NAVD 88     -        14.656  (meters)      48.08   (feet)  ADJUSTED  
 BW1252  ___________________________________________________________________
 BW1252  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BW1252  DYNAMIC HT  -          14.639 (meters)      48.03  (feet)  COMP
 BW1252  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 BW1252
 BW1252  VERT ORDER  -  FIRST     CLASS II
 BW1252
 BW1252.The horizontal coordinates were scaled from a topographic map and have
 BW1252.an estimated accuracy of +/- 6 seconds.
 BW1252
 BW1252.The orthometric height was determined by differential leveling
 BW1252.and adjusted by the National Geodetic Survey in February 1994..
 BW1252
 BW1252.The geoid height was determined by GEOID03.
 BW1252
 BW1252.The dynamic height is computed by dividing the NAVD 88
 BW1252.geopotential number by the normal gravity value computed on the
 BW1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1252.degrees latitude (g = 980.6199 gals.).
 BW1252
 BW1252.The modeled gravity was interpolated from observed gravity values.
 BW1252
 BW1252;                    North         East    Units  Estimated Accuracy
 BW1252;SPC LA N     -    86,150.    1,080,780.      MT  (+/- 180 meters Scaled)
 BW1252
 BW1252                          SUPERSEDED SURVEY CONTROL
 BW1252
 BW1252  NAVD 88 (06/15/91)   14.679  (m)           48.16   (f) UNKNOWN     1 2
 BW1252  NGVD 29 (??/??/??)   14.635  (m)           48.02   (f) ADJUSTED    1 2
 BW1252
 BW1252.Superseded values are not recommended for survey control.
 BW1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1252.See file dsdata.txt to determine how the superseded data were derived.
 BW1252
 BW1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ283607(NAD 83)
 BW1252_MARKER: DB = BENCH MARK DISK
 BW1252_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1252_SP_SET: 67 FT.
 BW1252_STAMPING: T 253 1966
 BW1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1252
 BW1252  HISTORY     - Date     Condition        Report By
 BW1252  HISTORY     - 1966     MONUMENTED       CGS
 BW1252  HISTORY     - 1979     GOOD             NGS
 BW1252  HISTORY     - 19910710 MARK NOT FOUND   LADTD
 BW1252
 BW1252                          STATION DESCRIPTION
 BW1252
 BW1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1252'6.55 MI NE FROM SHAW.
 BW1252'ABOUT 6.55 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1252'SHCOOLHOUSE AT SHAW, IN SECTION 45, T 4 N, R 8 E, 241 FEET SOUTH OF
 BW1252'THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING
 BW1252'NORTHWEST, 180 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 138
 BW1252'FEET SOUTH-SOUTHWESTERLY OF TWO SMALL STORAGE TANKS AT TANK BATTERY
 BW1252'NUMBER 1 PAN AMERICAN CORPORATION, 19 FEET NORTHEAST OF A POWER POLE
 BW1252'BEARING A TRANSFORMER AND BRACED BY A GUY WIRE, 3 1/2 FEET SOUTHWEST
 BW1252'OF THE BASE FOR THE GUY WIRE, 0.9 FOOT NORTHWEST OF A METAL WITNESS
 BW1252'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, A DISK ON THE
 BW1252'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 67
 BW1252'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE THAT PROJECTS 7 INCHES.
 BW1252'NOTE-- THIS BENCH MARK IS ABOUT 1.1 MILES SOUTHWEST OF A BAR AND CAFE
 BW1252'AT SLOCUM.
 BW1252
 BW1252                          STATION RECOVERY (1979)
 BW1252
 BW1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1252'NOTE-STORAGE TANKS ARE NOW GONE, ADD 13.5 FEET NORTHWEST OF
 BW1252'USE BM J-27-41.
 BW1252
 BW1252                          STATION RECOVERY (1991)
 BW1252
 BW1252'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BW1252'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1335 ***********************************************************************
 CP1335  DESIGNATION -  T 254
 CP1335  PID         -  CP1335
 CP1335  STATE/COUNTY-  LA/MADISON
 CP1335  USGS QUAD   -  MOUND (1973)
 CP1335
 CP1335                         *CURRENT SURVEY CONTROL
 CP1335  ___________________________________________________________________
 CP1335* NAD 83(1986)-  32 22 02.     (N)    091 05 46.     (W)     SCALED    
 CP1335* NAVD 88     -        24.904  (meters)      81.71   (feet)  ADJUSTED  
 CP1335  ___________________________________________________________________
 CP1335  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP1335  DYNAMIC HT  -          24.875 (meters)      81.61  (feet)  COMP
 CP1335  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CP1335
 CP1335  VERT ORDER  -  FIRST     CLASS I
 CP1335
 CP1335.The horizontal coordinates were scaled from a topographic map and have
 CP1335.an estimated accuracy of +/- 6 seconds.
 CP1335
 CP1335.The orthometric height was determined by differential leveling
 CP1335.and adjusted by the National Geodetic Survey in June 1991..
 CP1335
 CP1335.The geoid height was determined by GEOID03.
 CP1335
 CP1335.The dynamic height is computed by dividing the NAVD 88
 CP1335.geopotential number by the normal gravity value computed on the
 CP1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1335.degrees latitude (g = 980.6199 gals.).
 CP1335
 CP1335.The modeled gravity was interpolated from observed gravity values.
 CP1335
 CP1335;                    North         East    Units  Estimated Accuracy
 CP1335;SPC LA N     -   207,890.    1,132,120.      MT  (+/- 180 meters Scaled)
 CP1335
 CP1335                          SUPERSEDED SURVEY CONTROL
 CP1335
 CP1335  NGVD 29 (??/??/??)   24.904  (m)           81.71   (f) ADJUSTED    1 1
 CP1335
 CP1335.Superseded values are not recommended for survey control.
 CP1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1335.See file dsdata.txt to determine how the superseded data were derived.
 CP1335
 CP1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR791827(NAD 83)
 CP1335_MARKER: DB = BENCH MARK DISK
 CP1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1335_SP_SET: CULVERT
 CP1335_STAMPING: T 254 1968
 CP1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1335
 CP1335  HISTORY     - Date     Condition        Report By
 CP1335  HISTORY     - 1968     MONUMENTED       CGS
 CP1335
 CP1335                          STATION DESCRIPTION
 CP1335
 CP1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1335'5.95 MI E FROM TALLULAH.
 CP1335'5.95 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1335'COURTHOUSE AT TALLULAH, IN SECTION 13, T 16 N, R 13 E, 71 FEET NORTH
 CP1335'OF MILEPOST 11, 79 FEET NORTH OF THE NORTH RAIL, 21 FEET SOUTH OF THE
 CP1335'CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE EAST END OF THE
 CP1335'SOUTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 CP1335'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0050 ***********************************************************************
 CQ0050  DESIGNATION -  T 255
 CQ0050  PID         -  CQ0050
 CQ0050  STATE/COUNTY-  LA/OUACHITA
 CQ0050  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0050
 CQ0050                         *CURRENT SURVEY CONTROL
 CQ0050  ___________________________________________________________________
 CQ0050* NAD 83(1986)-  32 30 49.     (N)    092 12 16.     (W)     SCALED    
 CQ0050* NAVD 88     -        31.573  (meters)     103.59   (feet)  ADJUSTED  
 CQ0050  ___________________________________________________________________
 CQ0050  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0050  DYNAMIC HT  -          31.538 (meters)     103.47  (feet)  COMP
 CQ0050  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 CQ0050
 CQ0050  VERT ORDER  -  FIRST     CLASS I
 CQ0050
 CQ0050.The horizontal coordinates were scaled from a topographic map and have
 CQ0050.an estimated accuracy of +/- 6 seconds.
 CQ0050
 CQ0050.The orthometric height was determined by differential leveling
 CQ0050.and adjusted by the National Geodetic Survey in June 1991..
 CQ0050
 CQ0050.The geoid height was determined by GEOID03.
 CQ0050
 CQ0050.The dynamic height is computed by dividing the NAVD 88
 CQ0050.geopotential number by the normal gravity value computed on the
 CQ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0050.degrees latitude (g = 980.6199 gals.).
 CQ0050
 CQ0050.The modeled gravity was interpolated from observed gravity values.
 CQ0050
 CQ0050;                    North         East    Units  Estimated Accuracy
 CQ0050;SPC LA N     -   223,300.    1,027,770.      MT  (+/- 180 meters Scaled)
 CQ0050
 CQ0050                          SUPERSEDED SURVEY CONTROL
 CQ0050
 CQ0050  NGVD 29 (??/??/??)   31.623  (m)          103.75   (f) ADJUSTED    1 1
 CQ0050
 CQ0050.Superseded values are not recommended for survey control.
 CQ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0050.See file dsdata.txt to determine how the superseded data were derived.
 CQ0050
 CQ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR747976(NAD 83)
 CQ0050_MARKER: DB = BENCH MARK DISK
 CQ0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0050_SP_SET: BRIDGE
 CQ0050_STAMPING: T 255 1968
 CQ0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0050+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 CQ0050
 CQ0050  HISTORY     - Date     Condition        Report By
 CQ0050  HISTORY     - 1968     MONUMENTED       CGS
 CQ0050  HISTORY     - 1969     GOOD             CGS
 CQ0050  HISTORY     - 1991     GOOD             USPSQD
 CQ0050  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 CQ0050  HISTORY     - 20050524 GOOD             GEOCAC
 CQ0050
 CQ0050                          STATION DESCRIPTION
 CQ0050
 CQ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0050'6.7 MI W FROM MONROE.
 CQ0050'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0050'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0050'THENCE 5.7 MILES WEST ALONG U.S. HIGHWAY 80, IN SECTION 30, T 18 N, R
 CQ0050'3 E, 18 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CQ0050'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 CQ0050'CONCRETE HIGHWAY BRIDGE OVER STEEP BAYOU, AND ABOUT LEVEL WITH THE
 CQ0050'HIGHWAY.
 CQ0050
 CQ0050                          STATION RECOVERY (1991)
 CQ0050
 CQ0050'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0050'RECOVERED IN GOOD CONDITION.
 CQ0050
 CQ0050                          STATION RECOVERY (1991)
 CQ0050
 CQ0050'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ0050'MARK NOT FOUND.
 CQ0050
 CQ0050                          STATION RECOVERY (2005)
 CQ0050
 CQ0050'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0996 ***********************************************************************
 CQ0996  DESIGNATION -  T 256
 CQ0996  PID         -  CQ0996
 CQ0996  STATE/COUNTY-  LA/LINCOLN
 CQ0996  USGS QUAD   -  SIMSBORO (1994)
 CQ0996
 CQ0996                         *CURRENT SURVEY CONTROL
 CQ0996  ___________________________________________________________________
 CQ0996* NAD 83(1986)-  32 31 18.     (N)    092 45 32.     (W)     SCALED    
 CQ0996* NAVD 88     -        87.844  (meters)     288.20   (feet)  ADJUSTED  
 CQ0996  ___________________________________________________________________
 CQ0996  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0996  DYNAMIC HT  -          87.745 (meters)     287.88  (feet)  COMP
 CQ0996  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 CQ0996
 CQ0996  VERT ORDER  -  FIRST     CLASS I
 CQ0996
 CQ0996.The horizontal coordinates were scaled from a topographic map and have
 CQ0996.an estimated accuracy of +/- 6 seconds.
 CQ0996
 CQ0996.The orthometric height was determined by differential leveling
 CQ0996.and adjusted by the National Geodetic Survey in June 1991..
 CQ0996
 CQ0996.The geoid height was determined by GEOID03.
 CQ0996
 CQ0996.The dynamic height is computed by dividing the NAVD 88
 CQ0996.geopotential number by the normal gravity value computed on the
 CQ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0996.degrees latitude (g = 980.6199 gals.).
 CQ0996
 CQ0996.The modeled gravity was interpolated from observed gravity values.
 CQ0996
 CQ0996;                    North         East    Units  Estimated Accuracy
 CQ0996;SPC LA N     -   224,190.      975,680.      MT  (+/- 180 meters Scaled)
 CQ0996
 CQ0996                          SUPERSEDED SURVEY CONTROL
 CQ0996
 CQ0996  NGVD 29 (??/??/??)   87.916  (m)          288.44   (f) ADJUSTED    1 1
 CQ0996
 CQ0996.Superseded values are not recommended for survey control.
 CQ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0996.See file dsdata.txt to determine how the superseded data were derived.
 CQ0996
 CQ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR226982(NAD 83)
 CQ0996_MARKER: DB = BENCH MARK DISK
 CQ0996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0996_SP_SET: BRIDGE
 CQ0996_STAMPING: T 256 1968
 CQ0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0996
 CQ0996  HISTORY     - Date     Condition        Report By
 CQ0996  HISTORY     - 1968     MONUMENTED       CGS
 CQ0996  HISTORY     - 1969     GOOD             CGS
 CQ0996  HISTORY     - 1981     GOOD             LADTD
 CQ0996  HISTORY     - 1987     GOOD             USPSQD
 CQ0996
 CQ0996                          STATION DESCRIPTION
 CQ0996
 CQ0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0996'1.9 MI E FROM SIMSBORO.
 CQ0996'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL AT
 CQ0996'SIMSBORO, IN SECTION 26, T 18 N, R 4 W, 0.1 MILE WEST OF THE JUNCTION
 CQ0996'OF THE HIGHWAY AND A PAVED ROAD WHICH LEADS SOUTH, 16 FEET NORTH OF
 CQ0996'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF
 CQ0996'THE NORTHEAST CONCRETE WINGWALL FOR A CONCRETE HIGHWAY BRIDGE OVER A
 CQ0996'CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ0996
 CQ0996                          STATION RECOVERY (1981)
 CQ0996
 CQ0996'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 CQ0996'RECOVERED IN GOOD CONDITION.
 CQ0996
 CQ0996                          STATION RECOVERY (1987)
 CQ0996
 CQ0996'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2016 ***********************************************************************
 CQ2016  DESIGNATION -  T 257
 CQ2016  PID         -  CQ2016
 CQ2016  STATE/COUNTY-  LA/BOSSIER
 CQ2016  USGS QUAD   -  EASTWOOD (1975)
 CQ2016
 CQ2016                         *CURRENT SURVEY CONTROL
 CQ2016  ___________________________________________________________________
 CQ2016* NAD 83(1986)-  32 31 57.     (N)    093 30 53.     (W)     SCALED    
 CQ2016* NAVD 88     -        75.507  (meters)     247.73   (feet)  ADJUSTED  
 CQ2016  ___________________________________________________________________
 CQ2016  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2016  DYNAMIC HT  -          75.422 (meters)     247.45  (feet)  COMP
 CQ2016  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CQ2016
 CQ2016  VERT ORDER  -  FIRST     CLASS I
 CQ2016
 CQ2016.The horizontal coordinates were scaled from a topographic map and have
 CQ2016.an estimated accuracy of +/- 6 seconds.
 CQ2016
 CQ2016.The orthometric height was determined by differential leveling
 CQ2016.and adjusted by the National Geodetic Survey in June 1991..
 CQ2016
 CQ2016.The geoid height was determined by GEOID03.
 CQ2016
 CQ2016.The dynamic height is computed by dividing the NAVD 88
 CQ2016.geopotential number by the normal gravity value computed on the
 CQ2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2016.degrees latitude (g = 980.6199 gals.).
 CQ2016
 CQ2016.The modeled gravity was interpolated from observed gravity values.
 CQ2016
 CQ2016;                    North         East    Units  Estimated Accuracy
 CQ2016;SPC LA N     -   225,810.      904,680.      MT  (+/- 180 meters Scaled)
 CQ2016
 CQ2016                          SUPERSEDED SURVEY CONTROL
 CQ2016
 CQ2016  NGVD 29 (??/??/??)   75.582  (m)          247.97   (f) ADJUSTED    1 1
 CQ2016
 CQ2016.Superseded values are not recommended for survey control.
 CQ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2016.See file dsdata.txt to determine how the superseded data were derived.
 CQ2016
 CQ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR516995(NAD 83)
 CQ2016_MARKER: DB = BENCH MARK DISK
 CQ2016_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2016_SP_SET: 16 FT
 CQ2016_STAMPING: T 257 1969
 CQ2016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2016
 CQ2016  HISTORY     - Date     Condition        Report By
 CQ2016  HISTORY     - 1969     MONUMENTED       CGS
 CQ2016
 CQ2016                          STATION DESCRIPTION
 CQ2016
 CQ2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2016'0.75 MI W FROM HAUGHTON.
 CQ2016'ABOUT 0.75 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ2016'OFFICE AT HAUGHTON, IN SECTION 21, T 18 N, R 11 W, 0.45 MILE WEST OF
 CQ2016'MILEPOST 154, 37 FEET NORTH OF THE NORTH RAIL, 100 FEET NORTHEAST OF
 CQ2016'THE CENTER OF THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 157, 89
 CQ2016'1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF
 CQ2016'TELEPHONE POLE NUMBER 11149 WHICH IS BRACED BY A GUY WIRE, 6 1/2 FEET
 CQ2016'WEST OF THE BASE OF THE GUY WIRE, 1.0 FOOT NORTH OF A METAL WITNESS
 CQ2016'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 CQ2016'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS
 CQ2016'ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE
 CQ2016'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1283 ***********************************************************************
 CQ1283  DESIGNATION -  T 258
 CQ1283  PID         -  CQ1283
 CQ1283  STATE/COUNTY-  LA/BIENVILLE
 CQ1283  USGS QUAD   -  GIBSLAND (1986)
 CQ1283
 CQ1283                         *CURRENT SURVEY CONTROL
 CQ1283  ___________________________________________________________________
 CQ1283* NAD 83(1986)-  32 32 49.     (N)    093 06 36.     (W)     SCALED    
 CQ1283* NAVD 88     -        62.947  (meters)     206.52   (feet)  ADJUSTED  
 CQ1283  ___________________________________________________________________
 CQ1283  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ1283  DYNAMIC HT  -          62.877 (meters)     206.29  (feet)  COMP
 CQ1283  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 CQ1283
 CQ1283  VERT ORDER  -  FIRST     CLASS I
 CQ1283
 CQ1283.The horizontal coordinates were scaled from a topographic map and have
 CQ1283.an estimated accuracy of +/- 6 seconds.
 CQ1283
 CQ1283.The orthometric height was determined by differential leveling
 CQ1283.and adjusted by the National Geodetic Survey in June 1991..
 CQ1283
 CQ1283.The geoid height was determined by GEOID03.
 CQ1283
 CQ1283.The dynamic height is computed by dividing the NAVD 88
 CQ1283.geopotential number by the normal gravity value computed on the
 CQ1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1283.degrees latitude (g = 980.6199 gals.).
 CQ1283
 CQ1283.The modeled gravity was interpolated from observed gravity values.
 CQ1283
 CQ1283;                    North         East    Units  Estimated Accuracy
 CQ1283;SPC LA N     -   227,120.      942,710.      MT  (+/- 180 meters Scaled)
 CQ1283
 CQ1283                          SUPERSEDED SURVEY CONTROL
 CQ1283
 CQ1283  NGVD 29 (??/??/??)   63.024  (m)          206.77   (f) ADJUSTED    1 1
 CQ1283
 CQ1283.Superseded values are not recommended for survey control.
 CQ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1283.See file dsdata.txt to determine how the superseded data were derived.
 CQ1283
 CQ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS896010(NAD 83)
 CQ1283_MARKER: DB = BENCH MARK DISK
 CQ1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1283_STAMPING: T 258 1969
 CQ1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1283+STABILITY: SURFACE MOTION
 CQ1283
 CQ1283  HISTORY     - Date     Condition        Report By
 CQ1283  HISTORY     - 1969     MONUMENTED       CGS
 CQ1283
 CQ1283                          STATION DESCRIPTION
 CQ1283
 CQ1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1283'3.45 MI W FROM GIBSLAND.
 CQ1283'ABOUT 3.45 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1283'STATION AT GIBSLAND, IN SECTION 17, T 18 N, R 7 W, 0.35 MILE EAST OF
 CQ1283'MILEPOST 131, 0.2 MILE WEST OF THE WEST END OF A CONCRETE U.S. HIGHWAY
 CQ1283'80 BRIDGE, 36 1/2 FEET SOUTH OF THE SOUTH RAIL, 68 FEET NORTH OF THE
 CQ1283'CENTER LINE OF THE HIGHWAY, 34 1/2 FEET NORTH OF A 36-INCH OAK TREE,
 CQ1283'43 FEET WEST OF A TELEPHONE POLE, 1.6 FEET NORTH OF A METAL WITNESS
 CQ1283'POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 5 1/2 FEET BELOW THE LEVEL
 CQ1283'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 CQ1283'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1797 ***********************************************************************
 CQ1797  DESIGNATION -  T 259
 CQ1797  PID         -  CQ1797
 CQ1797  STATE/COUNTY-  LA/CADDO
 CQ1797  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1797
 CQ1797                         *CURRENT SURVEY CONTROL
 CQ1797  ___________________________________________________________________
 CQ1797* NAD 83(1986)-  32 26 06.     (N)    093 42 50.     (W)     SCALED    
 CQ1797* NAVD 88     -        50.034  (meters)     164.15   (feet)  ADJUSTED  
 CQ1797  ___________________________________________________________________
 CQ1797  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1797  DYNAMIC HT  -          49.978 (meters)     163.97  (feet)  COMP
 CQ1797  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 CQ1797
 CQ1797  VERT ORDER  -  FIRST     CLASS I
 CQ1797
 CQ1797.The horizontal coordinates were scaled from a topographic map and have
 CQ1797.an estimated accuracy of +/- 6 seconds.
 CQ1797
 CQ1797.The orthometric height was determined by differential leveling
 CQ1797.and adjusted by the National Geodetic Survey in February 1994..
 CQ1797
 CQ1797.The geoid height was determined by GEOID03.
 CQ1797
 CQ1797.The dynamic height is computed by dividing the NAVD 88
 CQ1797.geopotential number by the normal gravity value computed on the
 CQ1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1797.degrees latitude (g = 980.6199 gals.).
 CQ1797
 CQ1797.The modeled gravity was interpolated from observed gravity values.
 CQ1797
 CQ1797;                    North         East    Units  Estimated Accuracy
 CQ1797;SPC LA N     -   215,190.      885,850.      MT  (+/- 180 meters Scaled)
 CQ1797
 CQ1797                          SUPERSEDED SURVEY CONTROL
 CQ1797
 CQ1797  NAVD 88 (06/15/91)   50.032  (m)          164.15   (f) UNKNOWN     1 1
 CQ1797  NGVD 29 (??/??/??)   50.098  (m)          164.36   (f) ADJUSTED    1 1
 CQ1797
 CQ1797.Superseded values are not recommended for survey control.
 CQ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1797.See file dsdata.txt to determine how the superseded data were derived.
 CQ1797
 CQ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR328888(NAD 83)
 CQ1797_MARKER: DB = BENCH MARK DISK
 CQ1797_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ1797_SP_SET: BRIDGE ABUTMENT
 CQ1797_STAMPING: T 259 1969
 CQ1797_MARK LOGO: CGS   
 CQ1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1797+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1988
 CQ1797
 CQ1797  HISTORY     - Date     Condition        Report By
 CQ1797  HISTORY     - 1969     MONUMENTED       CGS
 CQ1797  HISTORY     - 1977     GOOD             NGS
 CQ1797  HISTORY     - 1985     GOOD             USPSQD
 CQ1797  HISTORY     - 1987     GOOD             USPSQD
 CQ1797  HISTORY     - 19881202 GOOD             LADTD
 CQ1797  HISTORY     - 19941023 GOOD             USPSQD
 CQ1797
 CQ1797                          STATION DESCRIPTION
 CQ1797
 CQ1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1797'1.6 MI SE FROM SHREVEPORT.
 CQ1797'ABOUT 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1797'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 37,
 CQ1797'T 17 N, R 13 W, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 CQ1797'LANE OF THE HIGHWAY, 81 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 CQ1797'UNIVERSITY DRIVE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CQ1797'CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE, AND ABOUT LEVEL WITH
 CQ1797'THE HIGHWAY.
 CQ1797
 CQ1797                          STATION RECOVERY (1977)
 CQ1797
 CQ1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1797'RECOVERED IN GOOD CONDITION.
 CQ1797
 CQ1797                          STATION RECOVERY (1985)
 CQ1797
 CQ1797'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1797'SOUTHFIELD STATION POST OFFICE AT SHREVEPORT HAS BEEN RELOCATED 0.2
 CQ1797'MILES SOUTH OF IT'S POSITION WHEN THE DESCRIPTION WAS WRITTEN.
 CQ1797'DESCRIBED AS BEING SET IN THE SOUTH/WEST END OF THE SOUTH/EAST
 CQ1797'ABUTMENT---SHOULD READ SOUTH/WEST ABUTMENT.
 CQ1797
 CQ1797                          STATION RECOVERY (1987)
 CQ1797
 CQ1797'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1797'RECOVERED IN GOOD CONDITION.
 CQ1797
 CQ1797                          STATION RECOVERY (1988)
 CQ1797
 CQ1797'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ1797'OWNERSHIP--LOUISIAIA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ1797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 511 AND 1 IN
 CQ1797'SOUTH SHREVEPORT GO SOUTH FOR 1.1 KM (0.7 MI) ON HIGHWAY 1 TO THE
 CQ1797'MARK ON THE RIGHT IN THE SOUTHWEST ABUTMENT OF BRIDGE NUMBER
 CQ1797'0530902622,  24.4 M (80.1 FT) NORTH FROM THE EXTENDED CENTER OF
 CQ1797'UNIVERSITY DRIVE, 13.2 M (43.3 FT) EAST-SOUTHEAST FROM POWER POLE
 CQ1797'NUMBER 38-677 AND 5.5 M (18.0 FT) WEST FROM THE CENTER OF THE
 CQ1797'SOUTHBOUND LANES OF THE HIGHWAY.  THE MARK IS LEVEL WITH THE HIGHWAY.
 CQ1797
 CQ1797                          STATION RECOVERY (1994)
 CQ1797
 CQ1797'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1845 ***********************************************************************
 CQ1845  DESIGNATION -  T 260
 CQ1845  PID         -  CQ1845
 CQ1845  STATE/COUNTY-  LA/CADDO
 CQ1845  USGS QUAD   -  ELM GROVE (1980)
 CQ1845
 CQ1845                         *CURRENT SURVEY CONTROL
 CQ1845  ___________________________________________________________________
 CQ1845* NAD 83(1986)-  32 15 55.     (N)    093 31 31.     (W)     SCALED    
 CQ1845* NAVD 88     -        44.528  (meters)     146.09   (feet)  ADJUSTED  
 CQ1845  ___________________________________________________________________
 CQ1845  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1845  DYNAMIC HT  -          44.477 (meters)     145.92  (feet)  COMP
 CQ1845  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 CQ1845
 CQ1845  VERT ORDER  -  FIRST     CLASS I
 CQ1845
 CQ1845.The horizontal coordinates were scaled from a topographic map and have
 CQ1845.an estimated accuracy of +/- 6 seconds.
 CQ1845
 CQ1845.The orthometric height was determined by differential leveling
 CQ1845.and adjusted by the National Geodetic Survey in February 1994..
 CQ1845
 CQ1845.The geoid height was determined by GEOID03.
 CQ1845
 CQ1845.The dynamic height is computed by dividing the NAVD 88
 CQ1845.geopotential number by the normal gravity value computed on the
 CQ1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1845.degrees latitude (g = 980.6199 gals.).
 CQ1845
 CQ1845.The modeled gravity was interpolated from observed gravity values.
 CQ1845
 CQ1845;                    North         East    Units  Estimated Accuracy
 CQ1845;SPC LA N     -   196,180.      903,410.      MT  (+/- 180 meters Scaled)
 CQ1845
 CQ1845                          SUPERSEDED SURVEY CONTROL
 CQ1845
 CQ1845  NAVD 88 (06/15/91)   44.527  (m)          146.09   (f) UNKNOWN     1 1
 CQ1845  NGVD 29 (??/??/??)   44.577  (m)          146.25   (f) ADJUSTED    1 1
 CQ1845
 CQ1845.Superseded values are not recommended for survey control.
 CQ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1845.See file dsdata.txt to determine how the superseded data were derived.
 CQ1845
 CQ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR505699(NAD 83)
 CQ1845_MARKER: DB = BENCH MARK DISK
 CQ1845_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1845_SP_SET: 102 FEET
 CQ1845_STAMPING: T 260 1969
 CQ1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1845
 CQ1845  HISTORY     - Date     Condition        Report By
 CQ1845  HISTORY     - 1969     MONUMENTED       CGS
 CQ1845  HISTORY     - 1977     GOOD             NGS
 CQ1845  HISTORY     - 1985     GOOD             USPSQD
 CQ1845  HISTORY     - 19941023 GOOD             USPSQD
 CQ1845  HISTORY     - 19990515 GOOD             USPSQD
 CQ1845
 CQ1845                          STATION DESCRIPTION
 CQ1845
 CQ1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1845'17.6 MI SE FROM SHREVEPORT.
 CQ1845'ABOUT 17.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1845'STATION POST OFFICE AT SHREVEPORT, IN SECTION 30, T 15 N, R 11 W, 0.15
 CQ1845'MILE SOUTHEAST OF A COTTON GIN, 400 FEET NORTH AND ACROSS THE HIGHWAY
 CQ1845'FROM A HOUSE, 88 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CQ1845'41 FEET SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 28 1/2
 CQ1845'FEET SOUTHEAST OF THE CENTER OF A METAL GATE, 10 FEET EAST OF A POWER
 CQ1845'POLE WHICH IS BRACED BY 3 GUY WIRES, 1 1/2 FEET SOUTHWEST OF A FENCE,
 CQ1845'1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CQ1845'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CQ1845'THAT IS DRIVEN TO A DEPTH OF 102 FEET AND IS ENCASED IN A 6-INCH IRON
 CQ1845'PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1845
 CQ1845                          STATION RECOVERY (1977)
 CQ1845
 CQ1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1845'RECOVERED IN GOOD CONDITION.
 CQ1845
 CQ1845                          STATION RECOVERY (1985)
 CQ1845
 CQ1845'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1845'ABOUT 17.4 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1845'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1845'MILES SOUTH FROM ITS FORMER LOCATION
 CQ1845
 CQ1845                          STATION RECOVERY (1994)
 CQ1845
 CQ1845'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1845'RECOVERED IN GOOD CONDITION.
 CQ1845
 CQ1845                          STATION RECOVERY (1999)
 CQ1845
 CQ1845'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1517 ***********************************************************************
 CQ1517  DESIGNATION -  T 261
 CQ1517  PID         -  CQ1517
 CQ1517  STATE/COUNTY-  LA/RED RIVER
 CQ1517  USGS QUAD   -  HARMON (1980)
 CQ1517
 CQ1517                         *CURRENT SURVEY CONTROL
 CQ1517  ___________________________________________________________________
 CQ1517* NAD 83(1986)-  32 01 27.     (N)    093 23 47.     (W)     SCALED    
 CQ1517* NAVD 88     -        40.322  (meters)     132.29   (feet)  ADJUSTED  
 CQ1517  ___________________________________________________________________
 CQ1517  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1517  DYNAMIC HT  -          40.275 (meters)     132.14  (feet)  COMP
 CQ1517  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 CQ1517
 CQ1517  VERT ORDER  -  FIRST     CLASS I
 CQ1517
 CQ1517.The horizontal coordinates were scaled from a topographic map and have
 CQ1517.an estimated accuracy of +/- 6 seconds.
 CQ1517
 CQ1517.The orthometric height was determined by differential leveling
 CQ1517.and adjusted by the National Geodetic Survey in February 1994..
 CQ1517
 CQ1517.The geoid height was determined by GEOID03.
 CQ1517
 CQ1517.The dynamic height is computed by dividing the NAVD 88
 CQ1517.geopotential number by the normal gravity value computed on the
 CQ1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1517.degrees latitude (g = 980.6199 gals.).
 CQ1517
 CQ1517.The modeled gravity was interpolated from observed gravity values.
 CQ1517
 CQ1517;                    North         East    Units  Estimated Accuracy
 CQ1517;SPC LA N     -   169,340.      915,330.      MT  (+/- 180 meters Scaled)
 CQ1517
 CQ1517                          SUPERSEDED SURVEY CONTROL
 CQ1517
 CQ1517  NAVD 88 (06/15/91)   40.321  (m)          132.29   (f) UNKNOWN     1 1
 CQ1517  NGVD 29 (??/??/??)   40.381  (m)          132.48   (f) ADJUSTED    1 1
 CQ1517
 CQ1517.Superseded values are not recommended for survey control.
 CQ1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1517.See file dsdata.txt to determine how the superseded data were derived.
 CQ1517
 CQ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR625431(NAD 83)
 CQ1517_MARKER: DB = BENCH MARK DISK
 CQ1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1517_SP_SET: CULVERT
 CQ1517_STAMPING: T 261 1969
 CQ1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1517
 CQ1517  HISTORY     - Date     Condition        Report By
 CQ1517  HISTORY     - 1969     MONUMENTED       CGS
 CQ1517  HISTORY     - 1977     GOOD             NGS
 CQ1517  HISTORY     - 1987     GOOD             USPSQD
 CQ1517  HISTORY     - 19970621 GOOD             USPSQD
 CQ1517
 CQ1517                          STATION DESCRIPTION
 CQ1517
 CQ1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1517'4.1 MI NW FROM COUSHATTA.
 CQ1517'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1517'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 1.6 MILES NORTHWEST
 CQ1517'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, IN SECTION 39, T 12 N, R 10
 CQ1517'W, 109 YARDS NORTHWEST OF THE CENTER OF A CROSSING OF THE TEXAS AND
 CQ1517'PACIFIC RAILROAD AND A PRIVATE ROAD, 22 FEET SOUTHWEST OF THE CENTER
 CQ1517'LINE OF THE HIGHWAY, 50 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN
 CQ1517'THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A
 CQ1517'TWO-CHANNEL CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT
 CQ1517'BELOW THE LEVEL OF THE HIGHWAY.
 CQ1517
 CQ1517                          STATION RECOVERY (1977)
 CQ1517
 CQ1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1517'RECOVERED IN GOOD CONDITION.
 CQ1517
 CQ1517                          STATION RECOVERY (1987)
 CQ1517
 CQ1517'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1517'RECOVERED IN GOOD CONDITION.
 CQ1517
 CQ1517                          STATION RECOVERY (1997)
 CQ1517
 CQ1517'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0936 ***********************************************************************
 BX0936  DESIGNATION -  T 262
 BX0936  PID         -  BX0936
 BX0936  STATE/COUNTY-  LA/RAPIDES
 BX0936  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0936
 BX0936                         *CURRENT SURVEY CONTROL
 BX0936  ___________________________________________________________________
 BX0936* NAD 83(1986)-  31 13 59.     (N)    092 27 50.     (W)     SCALED    
 BX0936* NAVD 88     -        22.278  (meters)      73.09   (feet)  ADJUSTED  
 BX0936  ___________________________________________________________________
 BX0936  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BX0936  DYNAMIC HT  -          22.251 (meters)      73.00  (feet)  COMP
 BX0936  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 BX0936
 BX0936  VERT ORDER  -  FIRST     CLASS I
 BX0936
 BX0936.The horizontal coordinates were scaled from a topographic map and have
 BX0936.an estimated accuracy of +/- 6 seconds.
 BX0936
 BX0936.The orthometric height was determined by differential leveling
 BX0936.and adjusted by the National Geodetic Survey in February 1994..
 BX0936
 BX0936.The geoid height was determined by GEOID03.
 BX0936
 BX0936.The dynamic height is computed by dividing the NAVD 88
 BX0936.geopotential number by the normal gravity value computed on the
 BX0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0936.degrees latitude (g = 980.6199 gals.).
 BX0936
 BX0936.The modeled gravity was interpolated from observed gravity values.
 BX0936
 BX0936;                    North         East    Units  Estimated Accuracy
 BX0936;SPC LA N     -    81,280.    1,003,440.      MT  (+/- 180 meters Scaled)
 BX0936
 BX0936                          SUPERSEDED SURVEY CONTROL
 BX0936
 BX0936  NAVD 88 (06/15/91)   22.276  (m)           73.08   (f) UNKNOWN     1 1
 BX0936  NGVD 29 (??/??/??)   22.264  (m)           73.04   (f) ADJUSTED    1 1
 BX0936
 BX0936.Superseded values are not recommended for survey control.
 BX0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0936.See file dsdata.txt to determine how the superseded data were derived.
 BX0936
 BX0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ510555(NAD 83)
 BX0936_MARKER: DB = BENCH MARK DISK
 BX0936_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0936_SP_SET: 125 FEET
 BX0936_STAMPING: T 262 1969
 BX0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0936
 BX0936  HISTORY     - Date     Condition        Report By
 BX0936  HISTORY     - 1969     MONUMENTED       CGS
 BX0936  HISTORY     - 1970     GOOD             NGS
 BX0936  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0936
 BX0936                          STATION DESCRIPTION
 BX0936
 BX0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0936'6.5 MI NE FROM WOODWORTH.
 BX0936'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0936'WOODWORTH, THENCE 6.35 MILES NORTHEAST ALONG THE MISSOURI PACIFIC
 BX0936'RAILROAD, OR ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE
 BX0936'CITY HALL AT ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND
 BX0936'PACIFIC RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.95
 BX0936'MILE SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 167 BYPASS, THENCE 0.2 MILE
 BX0936'NORTHEAST ALONG SUGAR HOUSE ROAD, THENCE 0.5 MILE SOUTH ALONG A
 BX0936'RAILROAD WHICH IS USED BY THE MISSOURI PACIFIC AND CHICAGO, ROCK
 BX0936'ISLAND AND PACIFIC RAILROADS AND THE TEXAS AND PACIFIC RAILWAY, THENCE
 BX0936'1.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, ON THE
 BX0936'OUTSIDE OF A CURVE IN THE TRACK, 15 FEET WEST OF THE WEST RAIL, 15
 BX0936'FEET EAST OF THE CENTER OF AN ABANDONED RAILROAD BED, 9 1/2 FEET NORTH
 BX0936'OF SEMAPHORE SIGNAL NUMBER 604.5, 1.0 FOOT WEST OF A METAL WITNESS
 BX0936'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 BX0936'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 125 FEET AND
 BX0936'IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 BX0936'SURFACE OF THE GROUND.
 BX0936
 BX0936                          STATION RECOVERY (1999)
 BX0936
 BX0936'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1347 ***********************************************************************
 BX1347  DESIGNATION -  T 263
 BX1347  PID         -  BX1347
 BX1347  STATE/COUNTY-  LA/GRANT
 BX1347  USGS QUAD   -  VERDA (1983)
 BX1347
 BX1347                         *CURRENT SURVEY CONTROL
 BX1347  ___________________________________________________________________
 BX1347* NAD 83(1986)-  31 39 27.     (N)    092 52 24.     (W)     SCALED    
 BX1347* NAVD 88     -        50.28   (+/-2cm)     165.0    (feet)  VERTCON   
 BX1347  ___________________________________________________________________
 BX1347  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1347
 BX1347  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1347
 BX1347.The horizontal coordinates were scaled from a topographic map and have
 BX1347.an estimated accuracy of +/- 6 seconds.
 BX1347
 BX1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1347.The vertical order pertains to the NGVD 29 superseded value.
 BX1347
 BX1347.The geoid height was determined by GEOID03.
 BX1347
 BX1347;                    North         East    Units  Estimated Accuracy
 BX1347;SPC LA N     -   128,400.      964,600.      MT  (+/- 180 meters Scaled)
 BX1347
 BX1347                          SUPERSEDED SURVEY CONTROL
 BX1347
 BX1347  NGVD 29 (??/??/??)   50.299  (m)          165.02   (f) ADJUSTED    1 1
 BX1347
 BX1347.Superseded values are not recommended for survey control.
 BX1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1347.See file dsdata.txt to determine how the superseded data were derived.
 BX1347
 BX1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR120024(NAD 83)
 BX1347_MARKER: DB = BENCH MARK DISK
 BX1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1347_STAMPING: T 263 1969
 BX1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1347+STABILITY: SURFACE MOTION
 BX1347
 BX1347  HISTORY     - Date     Condition        Report By
 BX1347  HISTORY     - 1969     MONUMENTED       CGS
 BX1347  HISTORY     - 1987     GOOD             USPSQD
 BX1347  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1347
 BX1347                          STATION DESCRIPTION
 BX1347
 BX1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1347'1.2 MI SE FROM MONTGOMERY.
 BX1347'ABOUT 1.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1347'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 22,
 BX1347'T 8 N, R 5 W, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 36
 BX1347'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN
 BX1347'RAILWAY, 125 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 1
 BX1347'1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0 FOOT NORTHWEST OF A METAL
 BX1347'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 BX1347'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 BX1347'OF THE GROUND.
 BX1347
 BX1347                          STATION RECOVERY (1987)
 BX1347
 BX1347'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1347'RECOVERED IN GOOD CONDITION.
 BX1347
 BX1347                          STATION RECOVERY (2001)
 BX1347
 BX1347'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1848 ***********************************************************************
 BX1848  DESIGNATION -  T 264
 BX1848  PID         -  BX1848
 BX1848  STATE/COUNTY-  LA/NATCHITOCHES
 BX1848  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1848
 BX1848                         *CURRENT SURVEY CONTROL
 BX1848  ___________________________________________________________________
 BX1848* NAD 83(1986)-  31 49 17.     (N)    093 01 47.     (W)     SCALED    
 BX1848* NAVD 88     -        35.71   (+/-2cm)     117.2    (feet)  VERTCON   
 BX1848  ___________________________________________________________________
 BX1848  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1848
 BX1848  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1848
 BX1848.The horizontal coordinates were scaled from a topographic map and have
 BX1848.an estimated accuracy of +/- 6 seconds.
 BX1848
 BX1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1848.The vertical order pertains to the NGVD 29 superseded value.
 BX1848
 BX1848.The geoid height was determined by GEOID03.
 BX1848
 BX1848;                    North         East    Units  Estimated Accuracy
 BX1848;SPC LA N     -   146,630.      949,850.      MT  (+/- 180 meters Scaled)
 BX1848
 BX1848                          SUPERSEDED SURVEY CONTROL
 BX1848
 BX1848  NGVD 29 (??/??/??)   35.747  (m)          117.28   (f) ADJUSTED    1 1
 BX1848
 BX1848.Superseded values are not recommended for survey control.
 BX1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1848.See file dsdata.txt to determine how the superseded data were derived.
 BX1848
 BX1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR971206(NAD 83)
 BX1848_MARKER: DB = BENCH MARK DISK
 BX1848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1848_SP_SET: FOOTING
 BX1848_STAMPING: T264 1969
 BX1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1848+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1848
 BX1848  HISTORY     - Date     Condition        Report By
 BX1848  HISTORY     - 1969     MONUMENTED       CGS
 BX1848  HISTORY     - 1970     GOOD             LADTD
 BX1848  HISTORY     - 1981     GOOD             LADTD
 BX1848  HISTORY     - 1986     GOOD             USPSQD
 BX1848  HISTORY     - 20010922 GOOD             USPSQD
 BX1848  HISTORY     - 20060610 GOOD             USPSQD
 BX1848
 BX1848                          STATION DESCRIPTION
 BX1848
 BX1848'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1848'IN CLARENCE.
 BX1848'THIS MARKER IS LOCATED 0.15 MILES NORTHWEST ALONG UNITED STATES
 BX1848'HIGHWAY 71 FROM THE POST OFFICE AT CLARENCE.  IN THE BASE OF A 3 X 3
 BX1848'FT. CONCRETE FOOTING OF A SERVICE STATION SIGN.  92 FEET NORTHWEST OF
 BX1848'THE CENTER OF INTERSECTION OF LOUISIANA HIGHWAY 6 AND UNITED STATES
 BX1848'HIGHWAY 71.  44 FEET WEST OF THE CENTER OF UNITED STATES HIGHWAY 71.
 BX1848'50 FEET NORTH OF LOUISIANA HIGHWAY 6.  A STANDARD DISK SET FLUSH WITH
 BX1848'CONCRETE.
 BX1848
 BX1848                          STATION RECOVERY (1981)
 BX1848
 BX1848'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BX1848'RECOVERED IN GOOD CONDITION.
 BX1848
 BX1848                          STATION RECOVERY (1986)
 BX1848
 BX1848'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 BX1848'RECOVERED IN GOOD CONDITION.
 BX1848
 BX1848                          STATION RECOVERY (2001)
 BX1848
 BX1848'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1848'RECOVERED IN GOOD CONDITION.
 BX1848
 BX1848                          STATION RECOVERY (2006)
 BX1848
 BX1848'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1089 ***********************************************************************
 BK1089  DESIGNATION -  T 265
 BK1089  PID         -  BK1089
 BK1089  STATE/COUNTY-  LA/ALLEN
 BK1089  USGS QUAD   -  GUY (1993)
 BK1089
 BK1089                         *CURRENT SURVEY CONTROL
 BK1089  ___________________________________________________________________
 BK1089* NAD 83(1986)-  30 40 39.     (N)    092 44 04.     (W)     SCALED    
 BK1089* NAVD 88     -        24.854  (meters)      81.54   (feet)  ADJUSTED  
 BK1089  ___________________________________________________________________
 BK1089  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK1089  DYNAMIC HT  -          24.822 (meters)      81.44  (feet)  COMP
 BK1089  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 BK1089
 BK1089  VERT ORDER  -  FIRST     CLASS I
 BK1089
 BK1089.The horizontal coordinates were scaled from a topographic map and have
 BK1089.an estimated accuracy of +/- 6 seconds.
 BK1089
 BK1089.The orthometric height was determined by differential leveling
 BK1089.and adjusted by the National Geodetic Survey in February 1994..
 BK1089
 BK1089.The geoid height was determined by GEOID03.
 BK1089
 BK1089.The dynamic height is computed by dividing the NAVD 88
 BK1089.geopotential number by the normal gravity value computed on the
 BK1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1089.degrees latitude (g = 980.6199 gals.).
 BK1089
 BK1089.The modeled gravity was interpolated from observed gravity values.
 BK1089
 BK1089;                    North         East    Units  Estimated Accuracy
 BK1089;SPC LA S     -   242,190.      865,740.      MT  (+/- 180 meters Scaled)
 BK1089
 BK1089                          SUPERSEDED SURVEY CONTROL
 BK1089
 BK1089  NAVD 88 (06/15/91)   24.843  (m)           81.51   (f) UNKNOWN     1 1
 BK1089  NGVD 29 (??/??/??)   24.826  (m)           81.45   (f) ADJUSTED    1 1
 BK1089
 BK1089.Superseded values are not recommended for survey control.
 BK1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1089.See file dsdata.txt to determine how the superseded data were derived.
 BK1089
 BK1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP254938(NAD 83)
 BK1089_MARKER: DB = BENCH MARK DISK
 BK1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1089_SP_SET: CULVERT
 BK1089_STAMPING: T 265 1969
 BK1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1089+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 BK1089
 BK1089  HISTORY     - Date     Condition        Report By
 BK1089  HISTORY     - 1969     MONUMENTED       CGS
 BK1089  HISTORY     - 1970     GOOD             NGS
 BK1089  HISTORY     - 20050422 GOOD             USPSQD
 BK1089
 BK1089                          STATION DESCRIPTION
 BK1089
 BK1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1089'4.3 MI NE FROM OBERLIN.
 BK1089'ABOUT 4.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1089'STATION AT OBERLIN, 160 FEET NORTH OF THE NORTH RAIL, 31 FEET NORTH OF
 BK1089'THE CENTER LINE OF U.S. HIGHWAY 165, SET IN THE CENTER OF THE TOP OF
 BK1089'THE NORTHWEST CONCRETE HEADWALL OF A 4-CHANNEL CONCRETE CULVERT UNDER
 BK1089'THE HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BK1089
 BK1089                          STATION RECOVERY (2005)
 BK1089
 BK1089'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2199 ***********************************************************************
 BX2199  DESIGNATION -  T 27
 BX2199  PID         -  BX2199
 BX2199  STATE/COUNTY-  LA/SABINE
 BX2199  USGS QUAD   -  CONVERSE (1994)
 BX2199
 BX2199                         *CURRENT SURVEY CONTROL
 BX2199  ___________________________________________________________________
 BX2199* NAD 83(1986)-  31 49 20.     (N)    093 41 00.     (W)     SCALED    
 BX2199* NAVD 88     -        66.668  (meters)     218.73   (feet)  ADJUSTED  
 BX2199  ___________________________________________________________________
 BX2199  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2199  DYNAMIC HT  -          66.589 (meters)     218.47  (feet)  COMP
 BX2199  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 BX2199
 BX2199  VERT ORDER  -  SECOND    CLASS 0
 BX2199
 BX2199.The horizontal coordinates were scaled from a topographic map and have
 BX2199.an estimated accuracy of +/- 6 seconds.
 BX2199
 BX2199.The orthometric height was determined by differential leveling
 BX2199.and adjusted by the National Geodetic Survey in February 1994..
 BX2199
 BX2199.The geoid height was determined by GEOID03.
 BX2199
 BX2199.The dynamic height is computed by dividing the NAVD 88
 BX2199.geopotential number by the normal gravity value computed on the
 BX2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2199.degrees latitude (g = 980.6199 gals.).
 BX2199
 BX2199.The modeled gravity was interpolated from observed gravity values.
 BX2199
 BX2199;                    North         East    Units  Estimated Accuracy
 BX2199;SPC LA N     -   147,210.      887,980.      MT  (+/- 180 meters Scaled)
 BX2199
 BX2199                          SUPERSEDED SURVEY CONTROL
 BX2199
 BX2199  NGVD 29 (??/??/??)   66.749  (m)          218.99   (f) ADJUSTED    2 0
 BX2199
 BX2199.Superseded values are not recommended for survey control.
 BX2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2199.See file dsdata.txt to determine how the superseded data were derived.
 BX2199
 BX2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR353209(NAD 83)
 BX2199_MARKER: DB = BENCH MARK DISK
 BX2199_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX2199_SP_SET: HEADWALL
 BX2199_STAMPING: T 27 1935
 BX2199_MARK LOGO: CGS   
 BX2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2199+STABILITY: SURFACE MOTION
 BX2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2199+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1987
 BX2199
 BX2199  HISTORY     - Date     Condition        Report By
 BX2199  HISTORY     - 1935     MONUMENTED       CGS
 BX2199  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX2199  HISTORY     - 19870929 GOOD             LADTD
 BX2199  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2199
 BX2199                          STATION DESCRIPTION
 BX2199
 BX2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2199'2.8 MI N FROM CONVERSE.
 BX2199'2.8 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM CONVERSE,
 BX2199'SABINE PARISH, 7 POLES SOUTH OF MILEPOST 607, IN THE TOP OF THE
 BX2199'SOUTHWEST CORNER OF A CONCRETE CULVERT, AND 7 FEET WEST OF THE
 BX2199'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED T 27 1935.
 BX2199
 BX2199                          STATION RECOVERY (1986)
 BX2199
 BX2199'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX2199'MARK NOT FOUND.
 BX2199
 BX2199                          STATION RECOVERY (1987)
 BX2199
 BX2199'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BX2199'THE STATION IS LOCATED ABOUT 25.3 KM (15.7 MI) SOUTH OF MANSFIELD.
 BX2199'OWNERSHIP--KANSAS CITY SOUTHERN RAILROAD.
 BX2199'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 84 AT
 BX2199'THE COURTHOUSE IN MANSFIELD, GO SOUTH FOR 25.3 KM (15.7 MI) ON
 BX2199'HIGHWAY 171 TO THE STATION ON THE LEFT SET IN A CONCRETE HEADWALL FOR
 BX2199'A CULVERT UNDER THE RAILROAD.
 BX2199'THE STATION IS 96.2 M (315.6 FT) NORTH FROM RAILROAD SIGNAL TOWER
 BX2199'NUMBER 6071, 21.8 M (71.5 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BX2199'20.0 M (65.6 FT) WEST FROM A BARBED WIRE FENCE AND 3.6 M (11.8 FT)
 BX2199'WEST FROM THE WEST RAIL OF THE RAILROAD.  THE STATION IS 1.5 M
 BX2199'(4.9 FT) BELOW THE RAILROAD TRACKS.
 BX2199
 BX2199                          STATION RECOVERY (2001)
 BX2199
 BX2199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2381 ***********************************************************************
 BX2381  DESIGNATION -  T 270
 BX2381  PID         -  BX2381
 BX2381  STATE/COUNTY-  LA/DE SOTO
 BX2381  USGS QUAD   -  LOGANSPORT EAST (1984)
 BX2381
 BX2381                         *CURRENT SURVEY CONTROL
 BX2381  ___________________________________________________________________
 BX2381* NAD 83(1986)-  31 58 29.     (N)    093 59 57.     (W)     SCALED    
 BX2381* NAVD 88     -        65.985  (meters)     216.49   (feet)  ADJUSTED  
 BX2381  ___________________________________________________________________
 BX2381  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BX2381  DYNAMIC HT  -          65.909 (meters)     216.24  (feet)  COMP
 BX2381  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 BX2381
 BX2381  VERT ORDER  -  FIRST     CLASS II
 BX2381
 BX2381.The horizontal coordinates were scaled from a topographic map and have
 BX2381.an estimated accuracy of +/- 6 seconds.
 BX2381
 BX2381.The orthometric height was determined by differential leveling
 BX2381.and adjusted by the National Geodetic Survey in June 1991..
 BX2381
 BX2381.The geoid height was determined by GEOID03.
 BX2381
 BX2381.The dynamic height is computed by dividing the NAVD 88
 BX2381.geopotential number by the normal gravity value computed on the
 BX2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2381.degrees latitude (g = 980.6199 gals.).
 BX2381
 BX2381.The modeled gravity was interpolated from observed gravity values.
 BX2381
 BX2381;                    North         East    Units  Estimated Accuracy
 BX2381;SPC LA N     -   164,490.      858,320.      MT  (+/- 180 meters Scaled)
 BX2381
 BX2381                          SUPERSEDED SURVEY CONTROL
 BX2381
 BX2381  NGVD 29 (??/??/??)   66.043  (m)          216.68   (f) ADJUSTED    1 2
 BX2381
 BX2381.Superseded values are not recommended for survey control.
 BX2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2381.See file dsdata.txt to determine how the superseded data were derived.
 BX2381
 BX2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR055380(NAD 83)
 BX2381_MARKER: DB = BENCH MARK DISK
 BX2381_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2381_SP_SET: STAINLESS STEEL ROD
 BX2381_STAMPING: T 270 1979
 BX2381_PROJECTION: FLUSH
 BX2381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2381+STABILITY: POSITION/ELEVATION WELL
 BX2381_ROD/PIPE-DEPTH: 6.10 meters
 BX2381
 BX2381  HISTORY     - Date     Condition        Report By
 BX2381  HISTORY     - 1979     MONUMENTED       NGS
 BX2381  HISTORY     - 19970208 GOOD             USPSQD
 BX2381
 BX2381                          STATION DESCRIPTION
 BX2381
 BX2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2381'IN LOGANSPORT.
 BX2381'IN LOGANSPORT, AT THE NORTHWEST CORNER OF THE JUNCTION OF STATE
 BX2381'HIGHWAY 5 AND U.S. HIGHWAY 84, 239.0 FT. NORTH OF THE CENTERLINE OF
 BX2381'HIGHWAY 84, 168.5 FT. NORTH OF A FLAGPOLE IN THE CENTER OF THE
 BX2381'INTERSECTION, 74.0 FT. NORTHWEST OF THE CENTERLINE OF HIGHWAY 5,
 BX2381'44.0 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE,
 BX2381'59.0 FT. NORTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING,
 BX2381'4.0 FT. NORTH OF POWERLINE POLE NUMBER 13289.  DISK IS 4 INCHES BELOW
 BX2381'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2381'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BX2381'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BX2381
 BX2381                          STATION RECOVERY (1997)
 BX2381
 BX2381'RECOVERY NOTE BY US POWER SQUADRON 1997
 BX2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1983 ***********************************************************************
 BX1983  DESIGNATION -  T 28
 BX1983  PID         -  BX1983
 BX1983  STATE/COUNTY-  LA/VERNON
 BX1983  USGS QUAD   -  DOWDEN CREEK (1994)
 BX1983
 BX1983                         *CURRENT SURVEY CONTROL
 BX1983  ___________________________________________________________________
 BX1983* NAD 83(1986)-  31 15 52.     (N)    093 20 53.     (W)     SCALED    
 BX1983* NAVD 88     -       110.25   (+/-2cm)     361.7    (feet)  VERTCON   
 BX1983  ___________________________________________________________________
 BX1983  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BX1983
 BX1983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1983
 BX1983.The horizontal coordinates were scaled from a topographic map and have
 BX1983.an estimated accuracy of +/- 6 seconds.
 BX1983
 BX1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1983.The vertical order pertains to the NGVD 29 superseded value.
 BX1983
 BX1983.The geoid height was determined by GEOID03.
 BX1983
 BX1983;                    North         East    Units  Estimated Accuracy
 BX1983;SPC LA N     -    85,080.      919,230.      MT  (+/- 180 meters Scaled)
 BX1983
 BX1983                          SUPERSEDED SURVEY CONTROL
 BX1983
 BX1983  NGVD 29 (??/??/??)  110.340  (m)          362.01   (f) ADJUSTED    2 0
 BX1983
 BX1983.Superseded values are not recommended for survey control.
 BX1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1983.See file dsdata.txt to determine how the superseded data were derived.
 BX1983
 BX1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ668589(NAD 83)
 BX1983_MARKER: DB = BENCH MARK DISK
 BX1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1983_STAMPING: T 28 1935
 BX1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1983+STABILITY: SURFACE MOTION
 BX1983
 BX1983  HISTORY     - Date     Condition        Report By
 BX1983  HISTORY     - 1935     MONUMENTED       CGS
 BX1983  HISTORY     - 1962     GOOD             CGS
 BX1983  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1983  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1983
 BX1983                          STATION DESCRIPTION
 BX1983
 BX1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1983'0.9 MI N FROM ANACOCO.
 BX1983'0.9 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM ANACOCO,
 BX1983'VERNON PARISH, 100 FEET NORTHEAST OF A WS SIGN, 42 FEET EAST OF THE
 BX1983'CENTERLINE OF THE TRACK, AND AT THE JUNCTION OF THE RIGHT-OF-WAY FENCE
 BX1983'WITH AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED T 28 1935 AND
 BX1983'SET IN THE TOP OF A CONCRETE POST.
 BX1983
 BX1983                          STATION RECOVERY (1994)
 BX1983
 BX1983'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1983'MARK NOT FOUND.
 BX1983
 BX1983                          STATION RECOVERY (2001)
 BX1983
 BX1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1983'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0133 ***********************************************************************
 AT0133  DESIGNATION -  T 280
 AT0133  PID         -  AT0133
 AT0133  STATE/COUNTY-  LA/PLAQUEMINES
 AT0133  USGS QUAD   -  DIXON BAY (1971)
 AT0133
 AT0133                         *CURRENT SURVEY CONTROL
 AT0133  ___________________________________________________________________
 AT0133* NAD 83(1986)-  29 06 06.     (N)    089 16 13.     (W)     SCALED    
 AT0133* NAVD 88     -         0.704  (meters)       2.31   (feet)  READJUSTED
 AT0133  ___________________________________________________________________
 AT0133  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AT0133  DYNAMIC HT  -           0.700 (meters)       2.30  (feet)  COMP
 AT0133  MODELED GRAV-     979,300.6   (mgal)                       NAVD 88
 AT0133
 AT0133  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0133
 AT0133.The horizontal coordinates were scaled from a topographic map and have
 AT0133.an estimated accuracy of +/- 6 seconds.
 AT0133
 AT0133.The orthometric height was determined by differential leveling
 AT0133.and adjusted by the National Geodetic Survey in February 1994..
 AT0133.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0133.distribution rate of 0.0 thru 1.0 mm/km.
 AT0133.The height was derived from older observations constrained to new
 AT0133.heights in a crustal motion area.  The height is approximate in
 AT0133.relation to other heights in its vicinity.
 AT0133
 AT0133.The geoid height was determined by GEOID03.
 AT0133
 AT0133.The dynamic height is computed by dividing the NAVD 88
 AT0133.geopotential number by the normal gravity value computed on the
 AT0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0133.degrees latitude (g = 980.6199 gals.).
 AT0133
 AT0133.The modeled gravity was interpolated from observed gravity values.
 AT0133
 AT0133;                    North         East    Units  Estimated Accuracy
 AT0133;SPC LA S     -    68,500.    1,200,820.      MT  (+/- 180 meters Scaled)
 AT0133
 AT0133                          SUPERSEDED SURVEY CONTROL
 AT0133
 AT0133  NGVD 29 (??/??/??)    0.784  (m)            2.57   (f) ADJUSTED    1 1
 AT0133
 AT0133.Superseded values are not recommended for survey control.
 AT0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0133.See file dsdata.txt to determine how the superseded data were derived.
 AT0133
 AT0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT790213(NAD 83)
 AT0133_MARKER: DB = BENCH MARK DISK
 AT0133_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0133_SP_SET: 120 FEET
 AT0133_STAMPING: T 280 1971
 AT0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0133
 AT0133  HISTORY     - Date     Condition        Report By
 AT0133  HISTORY     - 1971     MONUMENTED       NGS
 AT0133
 AT0133                          STATION DESCRIPTION
 AT0133
 AT0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0133'5.55 MI SW FROM PILOTTOWN.
 AT0133'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0133'LOOKOUT TOWER AT PILOTTOWN, THENCE 3.05 MILES SOUTHWEST ALONG THE
 AT0133'SOUTHEAST BANK OF SOUTHWEST PASS, ABOUT 0.4 MILE SOUTHWEST OF A
 AT0133'CHANNEL LIGHT (WITHOUT ANY NUMBER), ABOUT 0.4 MILE NORTH OF A TANK
 AT0133'BATTERY, ABOUT 0.1 MILE NORTHWEST OF A GAS WELL, 33 YARDS SOUTHEAST OF
 AT0133'THE SOUTHEAST BANK OF THE PASS, AND IS A DISK ON THE TOP OF A COPPER
 AT0133'COATED STEEL ROD PROJECTING 18 INCHES ABOVE THE LEVEL OF THE GROUND
 AT0133'AND SURROUNDED BY 4 CREOSOTED WOODEN WITNESS POST, ENCASED IN A 4 INCH
 AT0133'PLASTIC PIPE WHICH PROJECTS 18 INCHES ABOVE THE LEVEL OF THE GROUND.
 AT0133'THE ROD WAS DRIVEN TO A DEPTH OF 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0134 ***********************************************************************
 AT0134  DESIGNATION -  T 280 USE RESET 1976
 AT0134  PID         -  AT0134
 AT0134  STATE/COUNTY-  LA/PLAQUEMINES
 AT0134  USGS QUAD   -  DIXON BAY (1971)
 AT0134
 AT0134                         *CURRENT SURVEY CONTROL
 AT0134  ___________________________________________________________________
 AT0134* NAD 83(1986)-  29 05 48.     (N)    089 16 21.     (W)     SCALED    
 AT0134* NAVD 88     -         1.33   (+/-2cm)       4.4    (feet)  VERTCON   
 AT0134  ___________________________________________________________________
 AT0134  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AT0134
 AT0134  VERT ORDER  -  THIRD (See Below)
 AT0134
 AT0134.The horizontal coordinates were scaled from a topographic map and have
 AT0134.an estimated accuracy of +/- 6 seconds.
 AT0134
 AT0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0134.The vertical order pertains to the NGVD 29 superseded value.
 AT0134
 AT0134.The geoid height was determined by GEOID03.
 AT0134
 AT0134;                    North         East    Units  Estimated Accuracy
 AT0134;SPC LA S     -    67,940.    1,200,620.      MT  (+/- 180 meters Scaled)
 AT0134
 AT0134                          SUPERSEDED SURVEY CONTROL
 AT0134
 AT0134  NGVD 29 (??/??/??)    1.41   (m)            4.6    (f) RESET       3  
 AT0134
 AT0134.Superseded values are not recommended for survey control.
 AT0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0134.See file dsdata.txt to determine how the superseded data were derived.
 AT0134
 AT0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT788208(NAD 83)
 AT0134_MARKER: DB = BENCH MARK DISK
 AT0134_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0134_SP_SET: 93 FEET
 AT0134_STAMPING: T 280 RESET 1976
 AT0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0134
 AT0134  HISTORY     - Date     Condition        Report By
 AT0134  HISTORY     - 1976     MONUMENTED       USE
 AT0134  HISTORY     - 1976     GOOD             NGS
 AT0134
 AT0134                          STATION DESCRIPTION
 AT0134
 AT0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0134'5.9 MI SW FROM PILOTTOWN.
 AT0134'LOCATED ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR
 AT0134'PILOT LOOKOUT TOWER AT PILOTTOWN, THENCE 3.4 MILES SOUTHWEST ALONG
 AT0134'SOUTHWEST PASS TO THE SURVEY TOWER ON THE LEFT.  THE MARK IS UNDER THE
 AT0134'CENTER OF TOWER NO. 7, 200 FEET EAST OF THE EAST BANK OF THE SOUTHWEST
 AT0134'PASS.  (NOTE-- AN OLD SURVEY DISK IN A 6-INCH PIPE 6.0 FEET HIGH IS
 AT0134'ABOUT 1.0 FOOT NORTHWEST OF THE NEW MARK.)  IT IS A NGS BENCH MARK
 AT0134'DISK BRAZED ON THE TOP OF A COPPER WELD ROD DRIVEN TO THE DEPTH OF 93
 AT0134'FEET, ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING ABOUT 2.5 FEET ABOVE
 AT0134'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0227 ***********************************************************************
 BJ0227  DESIGNATION -  T 282
 BJ0227  PID         -  BJ0227
 BJ0227  STATE/COUNTY-  LA/ST LANDRY
 BJ0227  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0227
 BJ0227                         *CURRENT SURVEY CONTROL
 BJ0227  ___________________________________________________________________
 BJ0227* NAD 83(1986)-  30 37 06.     (N)    091 45 37.     (W)     SCALED    
 BJ0227* NAVD 88     -         8.141  (meters)      26.71   (feet)  ADJUSTED  
 BJ0227  ___________________________________________________________________
 BJ0227  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ0227  DYNAMIC HT  -           8.131 (meters)      26.68  (feet)  COMP
 BJ0227  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BJ0227
 BJ0227  VERT ORDER  -  FIRST     CLASS I
 BJ0227
 BJ0227.The horizontal coordinates were scaled from a topographic map and have
 BJ0227.an estimated accuracy of +/- 6 seconds.
 BJ0227
 BJ0227.The orthometric height was determined by differential leveling
 BJ0227.and adjusted by the National Geodetic Survey in February 1994..
 BJ0227
 BJ0227.The geoid height was determined by GEOID03.
 BJ0227
 BJ0227.The dynamic height is computed by dividing the NAVD 88
 BJ0227.geopotential number by the normal gravity value computed on the
 BJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0227.degrees latitude (g = 980.6199 gals.).
 BJ0227
 BJ0227.The modeled gravity was interpolated from observed gravity values.
 BJ0227
 BJ0227;                    North         East    Units  Estimated Accuracy
 BJ0227;SPC LA S     -   234,890.      959,060.      MT  (+/- 180 meters Scaled)
 BJ0227
 BJ0227                          SUPERSEDED SURVEY CONTROL
 BJ0227
 BJ0227  NAVD 88 (06/15/91)    8.185  (m)           26.85   (f) UNKNOWN     1 1
 BJ0227  NGVD 29 (??/??/??)    8.153  (m)           26.75   (f) ADJUSTED    1 1
 BJ0227
 BJ0227.Superseded values are not recommended for survey control.
 BJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0227.See file dsdata.txt to determine how the superseded data were derived.
 BJ0227
 BJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP188879(NAD 83)
 BJ0227_MARKER: DB = BENCH MARK DISK
 BJ0227_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0227+WITH SETTING: INTO GROUND
 BJ0227_SP_SET: METAL ROD WITH BASE PLATE
 BJ0227_STAMPING: T 282 1976
 BJ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0227+STABILITY: SURFACE MOTION
 BJ0227
 BJ0227  HISTORY     - Date     Condition        Report By
 BJ0227  HISTORY     - 1976     MONUMENTED       NGS
 BJ0227
 BJ0227                          STATION DESCRIPTION
 BJ0227
 BJ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0227'5.5 MI SOUTH FROM MELVILLE.
 BJ0227'5.5 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE JUNCTION OF STATE
 BJ0227'HIGHWAY 10, 6.0 MILES NORTH OF KROTZ SPRINGS, 0.15 MILE NORTH OF THE
 BJ0227'MIDWAY CEMETERY, 0.1 MILE SOUTH OF AN ASPHALT ROAD LEADING WEST, 54 FT
 BJ0227'NORTH OF THE CENTER LINE OF THE LOUIS BOUDREAUX JR. DRIVEWAY, .5 FT.
 BJ0227'WEST OF THE CENTER LINE OF THE HIGHWAY, 19.2 FT NORTH OF A FENCE
 BJ0227'CORNER, 1.2 FT EAST OF A FENCE, 2.2 FT SOUTH OF A POWER LINE POLE WITH
 BJ0227'A TRANSFORMER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0460 ***********************************************************************
 BJ0460  DESIGNATION -  T 283
 BJ0460  PID         -  BJ0460
 BJ0460  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0460  USGS QUAD   -  ZACHARY (1980)
 BJ0460
 BJ0460                         *CURRENT SURVEY CONTROL
 BJ0460  ___________________________________________________________________
 BJ0460* NAD 83(1986)-  30 43 43.     (N)    091 11 46.     (W)     SCALED    
 BJ0460* NAVD 88     -        42.236  (meters)     138.57   (feet)  ADJUSTED  
 BJ0460  ___________________________________________________________________
 BJ0460  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0460  DYNAMIC HT  -          42.182 (meters)     138.39  (feet)  COMP
 BJ0460  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BJ0460
 BJ0460  VERT ORDER  -  FIRST     CLASS I
 BJ0460
 BJ0460.The horizontal coordinates were scaled from a topographic map and have
 BJ0460.an estimated accuracy of +/- 6 seconds.
 BJ0460
 BJ0460.The orthometric height was determined by differential leveling
 BJ0460.and adjusted by the National Geodetic Survey in February 1994..
 BJ0460
 BJ0460.The geoid height was determined by GEOID03.
 BJ0460
 BJ0460.The dynamic height is computed by dividing the NAVD 88
 BJ0460.geopotential number by the normal gravity value computed on the
 BJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0460.degrees latitude (g = 980.6199 gals.).
 BJ0460
 BJ0460.The modeled gravity was interpolated from observed gravity values.
 BJ0460
 BJ0460;                    North         East    Units  Estimated Accuracy
 BJ0460;SPC LA S     -   247,040.    1,013,140.      MT  (+/- 180 meters Scaled)
 BJ0460
 BJ0460                          SUPERSEDED SURVEY CONTROL
 BJ0460
 BJ0460  NGVD 29 (??/??/??)   42.224  (m)          138.53   (f) ADJUSTED    1 1
 BJ0460
 BJ0460.Superseded values are not recommended for survey control.
 BJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0460.See file dsdata.txt to determine how the superseded data were derived.
 BJ0460
 BJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ727009(NAD 83)
 BJ0460_MARKER: DB = BENCH MARK DISK
 BJ0460_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0460+WITH SETTING: INTO GROUND
 BJ0460_SP_SET: METAL ROD WITH BASE PLATE
 BJ0460_STAMPING: T 283 1976
 BJ0460_MARK LOGO: NGS   
 BJ0460_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0460+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1996
 BJ0460
 BJ0460  HISTORY     - Date     Condition        Report By
 BJ0460  HISTORY     - 1976     MONUMENTED       NGS
 BJ0460  HISTORY     - 19960108 GOOD             LADTD
 BJ0460
 BJ0460                          STATION DESCRIPTION
 BJ0460
 BJ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0460'3.55 MI WEST FROM SLAUGHTER.
 BJ0460'3.55 MILES WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0460'SLAUGHTER, AT THE JUNCTION OF A FIELD ENTRANCE ROAD LEADING SOUTH,
 BJ0460'103 FT NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE EAST END OF A
 BJ0460'METAL GATE, 40 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FT EAST
 BJ0460'OF POWER LINE POLE (SECOND POLE EAST OF A POLE WITH A TRANSFORMER),
 BJ0460'1.4 FT SOUTH OF A FENCE.
 BJ0460
 BJ0460                          STATION RECOVERY (1996)
 BJ0460
 BJ0460'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ0460'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF SLAUGHTER, 5.5 MI
 BJ0460'(8.9 KM) NORTH-NORTHWEST OF ZACHARY, 9.0 MI (14.5 KM) EAST-SOUTHEAST
 BJ0460'OF ST.  FRANCISVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ0460'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BJ0460'OF STATE HIGHWAYS 19 AND 412 IN SLAUGHTER, GO WEST FOR 3.6 MI (5.8 KM)
 BJ0460'ON HIGHWAY 412 TO THE STATION SET ON THE RIGHT. THE STATION IS 40.0 FT
 BJ0460'(12.2 M) NORTH FROM THE CENTER OF THE HIGHWAY, 2.0 FT (0.6 M) EAST
 BJ0460'FROM A POWER POLE, 1.5 FT (0.5 M) SOUTH FROM A FENCE, 1.0 FT (0.3 M)
 BJ0460'WEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE
 BJ0460'GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE
 BJ0460'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0489 ***********************************************************************
 BJ0489  DESIGNATION -  T 284
 BJ0489  PID         -  BJ0489
 BJ0489  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0489  USGS QUAD   -  ZACHARY (1980)
 BJ0489
 BJ0489                         *CURRENT SURVEY CONTROL
 BJ0489  ___________________________________________________________________
 BJ0489* NAD 83(1986)-  30 38 31.     (N)    091 09 29.     (W)     SCALED    
 BJ0489* NAVD 88     -        28.871  (meters)      94.72   (feet)  ADJUSTED  
 BJ0489  ___________________________________________________________________
 BJ0489  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0489  DYNAMIC HT  -          28.833 (meters)      94.60  (feet)  COMP
 BJ0489  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BJ0489
 BJ0489  VERT ORDER  -  FIRST     CLASS I
 BJ0489
 BJ0489.The horizontal coordinates were scaled from a topographic map and have
 BJ0489.an estimated accuracy of +/- 6 seconds.
 BJ0489
 BJ0489.The orthometric height was determined by differential leveling
 BJ0489.and adjusted by the National Geodetic Survey in February 1994..
 BJ0489
 BJ0489.The geoid height was determined by GEOID03.
 BJ0489
 BJ0489.The dynamic height is computed by dividing the NAVD 88
 BJ0489.geopotential number by the normal gravity value computed on the
 BJ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0489.degrees latitude (g = 980.6199 gals.).
 BJ0489
 BJ0489.The modeled gravity was interpolated from observed gravity values.
 BJ0489
 BJ0489;                    North         East    Units  Estimated Accuracy
 BJ0489;SPC LA S     -   237,440.    1,016,800.      MT  (+/- 180 meters Scaled)
 BJ0489
 BJ0489                          SUPERSEDED SURVEY CONTROL
 BJ0489
 BJ0489  NGVD 29 (??/??/??)   28.861  (m)           94.69   (f) ADJUSTED    1 1
 BJ0489
 BJ0489.Superseded values are not recommended for survey control.
 BJ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0489.See file dsdata.txt to determine how the superseded data were derived.
 BJ0489
 BJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP765913(NAD 83)
 BJ0489_MARKER: DB = BENCH MARK DISK
 BJ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0489_SP_SET: CONCRETE POST
 BJ0489_STAMPING: T 284 1976
 BJ0489_MARK LOGO: NGS   
 BJ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0489+STABILITY: SURFACE MOTION
 BJ0489
 BJ0489  HISTORY     - Date     Condition        Report By
 BJ0489  HISTORY     - 1976     MONUMENTED       NGS
 BJ0489  HISTORY     - 1987     GOOD             LA-033
 BJ0489
 BJ0489                          STATION DESCRIPTION
 BJ0489
 BJ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0489'0.5 MI SOUTH FROM ZACHARY.
 BJ0489'0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0489'STATION AT ZACHARY, AT THE CROSSING OF NEW WEIS ROAD, 27.1 FT
 BJ0489'WEST OF THE WEST RAIL, 24.5 FT NORTH OF THE CENTER LINE OF THE
 BJ0489'ROAD, 4.5 FT NORTH OF A TELEPHONE POLE WITH STEP PEGS.
 BJ0489
 BJ0489                          STATION RECOVERY (1987)
 BJ0489
 BJ0489'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0489'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION, A SIDEWALK
 BJ0489'HAD BEEN POURED AROUND THE MARK WITH TOP OF MARK NOW FLUSH WITH TOP
 BJ0489'OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0054 ***********************************************************************
 BW0054  DESIGNATION -  T 284 X
 BW0054  PID         -  BW0054
 BW0054  STATE/COUNTY-  LA/POINTE COUPEE
 BW0054  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0054
 BW0054                         *CURRENT SURVEY CONTROL
 BW0054  ___________________________________________________________________
 BW0054* NAD 83(1986)-  31 00 35.     (N)    091 44 54.     (W)     SCALED    
 BW0054* NAVD 88     -        13.906  (meters)      45.62   (feet)  ADJUSTED  
 BW0054  ___________________________________________________________________
 BW0054  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW0054  DYNAMIC HT  -          13.889 (meters)      45.57  (feet)  COMP
 BW0054  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 BW0054
 BW0054  VERT ORDER  -  FIRST     CLASS I
 BW0054
 BW0054.The horizontal coordinates were scaled from a topographic map and have
 BW0054.an estimated accuracy of +/- 6 seconds.
 BW0054
 BW0054.The orthometric height was determined by differential leveling
 BW0054.and adjusted by the National Geodetic Survey in February 1994..
 BW0054
 BW0054.The geoid height was determined by GEOID03.
 BW0054
 BW0054.The dynamic height is computed by dividing the NAVD 88
 BW0054.geopotential number by the normal gravity value computed on the
 BW0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0054.degrees latitude (g = 980.6199 gals.).
 BW0054
 BW0054.The modeled gravity was interpolated from observed gravity values.
 BW0054
 BW0054;                    North         East    Units  Estimated Accuracy
 BW0054;SPC LA S     -   278,270.      960,370.      MT  (+/- 180 meters Scaled)
 BW0054
 BW0054                          SUPERSEDED SURVEY CONTROL
 BW0054
 BW0054  NAVD 88 (06/15/91)   13.932  (m)           45.71   (f) UNKNOWN     1 1
 BW0054  NGVD 29 (??/??/??)   13.886  (m)           45.56   (f) ADJUSTED    1 1
 BW0054
 BW0054.Superseded values are not recommended for survey control.
 BW0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0054.See file dsdata.txt to determine how the superseded data were derived.
 BW0054
 BW0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ194313(NAD 83)
 BW0054_MARKER: DB = BENCH MARK DISK
 BW0054_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW0054+WITH SETTING: INTO GROUND
 BW0054_SP_SET: METAL ROD WITH BASE PLATE
 BW0054_STAMPING: T 284 X 1976
 BW0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0054+STABILITY: SURFACE MOTION
 BW0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0054+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BW0054
 BW0054  HISTORY     - Date     Condition        Report By
 BW0054  HISTORY     - 1976     MONUMENTED       NGS
 BW0054  HISTORY     - 20050317 GOOD             USPSQD
 BW0054
 BW0054                          STATION DESCRIPTION
 BW0054
 BW0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0054'4.1 MI NE FROM SIMMESPORT.
 BW0054'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF
 BW0054'STATE HIGHWAY 417, 42 FT SOUTHEAST OF AN 18 INCH PIPE CULVERT UNDER
 BW0054'DRIVE TO FIELD, 37 FT SOUTH OF CENTER LINE OF HIGHWAY, 1.5 FT NORTH OF
 BW0054'A FENCE LINE
 BW0054
 BW0054                          STATION RECOVERY (2005)
 BW0054
 BW0054'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0054'FENCE LINE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0888 ***********************************************************************
 BJ0888  DESIGNATION -  T 286
 BJ0888  PID         -  BJ0888
 BJ0888  STATE/COUNTY-  LA/LIVINGSTON
 BJ0888  USGS QUAD   -  WALKER (1991)
 BJ0888
 BJ0888                         *CURRENT SURVEY CONTROL
 BJ0888  ___________________________________________________________________
 BJ0888* NAD 83(1986)-  30 29 20.     (N)    090 51 31.     (W)     SCALED    
 BJ0888* NAVD 88     -        13.532  (meters)      44.40   (feet)  ADJUSTED  
 BJ0888  ___________________________________________________________________
 BJ0888  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ0888  DYNAMIC HT  -          13.514 (meters)      44.34  (feet)  COMP
 BJ0888  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ0888
 BJ0888  VERT ORDER  -  FIRST     CLASS I
 BJ0888
 BJ0888.The horizontal coordinates were scaled from a topographic map and have
 BJ0888.an estimated accuracy of +/- 6 seconds.
 BJ0888
 BJ0888.The orthometric height was determined by differential leveling
 BJ0888.and adjusted by the National Geodetic Survey in February 1994..
 BJ0888
 BJ0888.The geoid height was determined by GEOID03.
 BJ0888
 BJ0888.The dynamic height is computed by dividing the NAVD 88
 BJ0888.geopotential number by the normal gravity value computed on the
 BJ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0888.degrees latitude (g = 980.6199 gals.).
 BJ0888
 BJ0888.The modeled gravity was interpolated from observed gravity values.
 BJ0888
 BJ0888;                    North         East    Units  Estimated Accuracy
 BJ0888;SPC LA S     -   220,550.    1,045,580.      MT  (+/- 180 meters Scaled)
 BJ0888
 BJ0888                          SUPERSEDED SURVEY CONTROL
 BJ0888
 BJ0888  NAVD 88 (06/15/91)   13.582  (m)           44.56   (f) UNKNOWN     1 1
 BJ0888  NGVD 29 (??/??/??)   13.555  (m)           44.47   (f) ADJUSTED    1 1
 BJ0888
 BJ0888.Superseded values are not recommended for survey control.
 BJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0888.See file dsdata.txt to determine how the superseded data were derived.
 BJ0888
 BJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP055749(NAD 83)
 BJ0888_MARKER: DB = BENCH MARK DISK
 BJ0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0888_SP_SET: CULVERT
 BJ0888_STAMPING: T 286 1976
 BJ0888_MARK LOGO: NGS   
 BJ0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0888
 BJ0888  HISTORY     - Date     Condition        Report By
 BJ0888  HISTORY     - 1976     MONUMENTED       NGS
 BJ0888  HISTORY     - 1983     GOOD             LADTD
 BJ0888  HISTORY     - 20060413 MARK NOT FOUND   JCLS
 BJ0888
 BJ0888                          STATION DESCRIPTION
 BJ0888
 BJ0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0888'0.2 MI EAST FROM WALKER.
 BJ0888'0.2 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0888'HIGHWAY 447, 0.05 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 BJ0888'1027, 16.5 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 BJ0888'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A
 BJ0888'LARGE CULVERT OF DUMPLIN CREEK, 0.6 FT NORTHEAST OF THE SOUTHWEST
 BJ0888'END OF THE HEAD WALL.
 BJ0888
 BJ0888                          STATION RECOVERY (1983)
 BJ0888
 BJ0888'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0888'RECOVERED IN GOOD CONDITION.
 BJ0888
 BJ0888                          STATION RECOVERY (2006)
 BJ0888
 BJ0888'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BJ0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0587 ***********************************************************************
 BJ0587  DESIGNATION -  T 287
 BJ0587  PID         -  BJ0587
 BJ0587  STATE/COUNTY-  LA/IBERVILLE
 BJ0587  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0587
 BJ0587                         *CURRENT SURVEY CONTROL
 BJ0587  ___________________________________________________________________
 BJ0587* NAD 83(1986)-  30 16 26.     (N)    091 10 22.     (W)     SCALED    
 BJ0587* NAVD 88     -         7.796  (meters)      25.58   (feet)  ADJUSTED  
 BJ0587  ___________________________________________________________________
 BJ0587  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0587  DYNAMIC HT  -           7.786 (meters)      25.54  (feet)  COMP
 BJ0587  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 BJ0587
 BJ0587  VERT ORDER  -  FIRST     CLASS I
 BJ0587
 BJ0587.The horizontal coordinates were scaled from a topographic map and have
 BJ0587.an estimated accuracy of +/- 6 seconds.
 BJ0587
 BJ0587.The orthometric height was determined by differential leveling
 BJ0587.and adjusted by the National Geodetic Survey in February 1994..
 BJ0587
 BJ0587.The geoid height was determined by GEOID03.
 BJ0587
 BJ0587.The dynamic height is computed by dividing the NAVD 88
 BJ0587.geopotential number by the normal gravity value computed on the
 BJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0587.degrees latitude (g = 980.6199 gals.).
 BJ0587
 BJ0587.The modeled gravity was interpolated from observed gravity values.
 BJ0587
 BJ0587;                    North         East    Units  Estimated Accuracy
 BJ0587;SPC LA S     -   196,640.    1,015,450.      MT  (+/- 180 meters Scaled)
 BJ0587
 BJ0587                          SUPERSEDED SURVEY CONTROL
 BJ0587
 BJ0587  NGVD 29 (??/??/??)    7.808  (m)           25.62   (f) ADJUSTED    1 1
 BJ0587
 BJ0587.Superseded values are not recommended for survey control.
 BJ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0587.See file dsdata.txt to determine how the superseded data were derived.
 BJ0587
 BJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP757505(NAD 83)
 BJ0587_MARKER: DB = BENCH MARK DISK
 BJ0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0587_SP_SET: CONCRETE FOUNDATION
 BJ0587_STAMPING: T 287 1976
 BJ0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0587
 BJ0587  HISTORY     - Date     Condition        Report By
 BJ0587  HISTORY     - 1976     MONUMENTED       NGS
 BJ0587
 BJ0587                          STATION DESCRIPTION
 BJ0587
 BJ0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0587'3.3 MI EAST FROM PLAQUEMINE.
 BJ0587'3.3 MILES EAST ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0587'HIGHWAY 75, AT THE CROSSING OF AN OVERHEAD PIPE LINE, 64 FT NORTH OF
 BJ0587'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTHWEST CORNER
 BJ0587'OF 8-BY 8-FOOT CONCRETE FOUNDATION FOR THE WEST ONE OF TWO STEEL
 BJ0587'SUPPORT PIERS OF THE SECOND ROW OF SUPPORT PIERS NORTH OF THE HIGHWAY,
 BJ0587'4.5 FT SOUTHWEST OF THE STEEL PIER, 0.5 FT NORTHEAST OF THE SOUTHWEST
 BJ0587'CORNER OF THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1446 ***********************************************************************
 BK1446  DESIGNATION -  T 29
 BK1446  PID         -  BK1446
 BK1446  STATE/COUNTY-  LA/CALCASIEU
 BK1446  USGS QUAD   -  DE QUINCY (1994)
 BK1446
 BK1446                         *CURRENT SURVEY CONTROL
 BK1446  ___________________________________________________________________
 BK1446* NAD 83(1986)-  30 25 35.     (N)    093 25 32.     (W)     SCALED    
 BK1446* NAVD 88     -        14.77   (+/-2cm)      48.5    (feet)  VERTCON   
 BK1446  ___________________________________________________________________
 BK1446  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK1446
 BK1446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1446
 BK1446.The horizontal coordinates were scaled from a topographic map and have
 BK1446.an estimated accuracy of +/- 6 seconds.
 BK1446
 BK1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1446.The vertical order pertains to the NGVD 29 superseded value.
 BK1446
 BK1446.The geoid height was determined by GEOID03.
 BK1446
 BK1446;                    North         East    Units  Estimated Accuracy
 BK1446;SPC LA S     -   215,370.      799,020.      MT  (+/- 180 meters Scaled)
 BK1446
 BK1446                          SUPERSEDED SURVEY CONTROL
 BK1446
 BK1446  NGVD 29 (??/??/??)   14.727  (m)           48.32   (f) ADJUSTED    2 0
 BK1446
 BK1446.Superseded values are not recommended for survey control.
 BK1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1446.See file dsdata.txt to determine how the superseded data were derived.
 BK1446
 BK1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP591661(NAD 83)
 BK1446_MARKER: DB = BENCH MARK DISK
 BK1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1446_STAMPING: T 29 1935
 BK1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1446+STABILITY: SURFACE MOTION
 BK1446
 BK1446  HISTORY     - Date     Condition        Report By
 BK1446  HISTORY     - 1935     MONUMENTED       CGS
 BK1446  HISTORY     - 1955     MARK NOT FOUND   USGS
 BK1446  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1446  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1446  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 BK1446
 BK1446                          STATION DESCRIPTION
 BK1446
 BK1446'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BK1446'1.7 MI S FROM DE QUINCY.
 BK1446'1.7 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK1446'STATION AT DE QUINCY, CALCASIEU PARISH, 3 POLES NORTH OF MILEPOST 721
 BK1446'B, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 42 FEET EAST OF
 BK1446'THE CENTERLINE OF STATE HIGHWAY 104.  A STANDARD DISK, STAMPED T 29
 BK1446'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK1446
 BK1446                          STATION RECOVERY (1986)
 BK1446
 BK1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1446'NOT RECOVERED.  MARK IS BELIEVED TO HAVE BEEN DESTROYED DURING HIGHWAY
 BK1446'CONSTRUCTION ALONG STATE HIGHWAY 27.  NOTE--MARK WAS REPORTED NOT
 BK1446'RECOVERED IN 1955 BY USGS.
 BK1446
 BK1446                          STATION RECOVERY (2002)
 BK1446
 BK1446'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK1446'MARK NOT FOUND.
 BK1446
 BK1446                          STATION RECOVERY (2005)
 BK1446
 BK1446'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0561 ***********************************************************************
 BJ0561  DESIGNATION -  T 290
 BJ0561  PID         -  BJ0561
 BJ0561  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0561  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0561
 BJ0561                         *CURRENT SURVEY CONTROL
 BJ0561  ___________________________________________________________________
 BJ0561* NAD 83(1986)-  30 25 19.     (N)    091 12 28.     (W)     SCALED    
 BJ0561* NAVD 88     -         8.985  (meters)      29.48   (feet)  ADJUSTED  
 BJ0561  ___________________________________________________________________
 BJ0561  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0561  DYNAMIC HT  -           8.973 (meters)      29.44  (feet)  COMP
 BJ0561  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 BJ0561
 BJ0561  VERT ORDER  -  FIRST     CLASS I
 BJ0561
 BJ0561.The horizontal coordinates were scaled from a topographic map and have
 BJ0561.an estimated accuracy of +/- 6 seconds.
 BJ0561
 BJ0561.The orthometric height was determined by differential leveling
 BJ0561.and adjusted by the National Geodetic Survey in February 1994..
 BJ0561
 BJ0561.The geoid height was determined by GEOID03.
 BJ0561
 BJ0561.The dynamic height is computed by dividing the NAVD 88
 BJ0561.geopotential number by the normal gravity value computed on the
 BJ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0561.degrees latitude (g = 980.6199 gals.).
 BJ0561
 BJ0561.The modeled gravity was interpolated from observed gravity values.
 BJ0561
 BJ0561;                    North         East    Units  Estimated Accuracy
 BJ0561;SPC LA S     -   213,050.    1,012,060.      MT  (+/- 180 meters Scaled)
 BJ0561
 BJ0561                          SUPERSEDED SURVEY CONTROL
 BJ0561
 BJ0561  NGVD 29 (??/??/??)    8.977  (m)           29.45   (f) ADJUSTED    1 1
 BJ0561
 BJ0561.Superseded values are not recommended for survey control.
 BJ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0561.See file dsdata.txt to determine how the superseded data were derived.
 BJ0561
 BJ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP721669(NAD 83)
 BJ0561_MARKER: DB = BENCH MARK DISK
 BJ0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0561_SP_SET: CATTLEGUARD
 BJ0561_STAMPING: T 290 1976
 BJ0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0561
 BJ0561  HISTORY     - Date     Condition        Report By
 BJ0561  HISTORY     - 1976     MONUMENTED       NGS
 BJ0561
 BJ0561                          STATION DESCRIPTION
 BJ0561
 BJ0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0561'2.8 MI NE FROM BRUSLY LANDING.
 BJ0561'2.25 MILES NORTHEAST ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF
 BJ0561'STATE HIGHWAY 989-2, THENCE 0.55 MILES NORTHEAST ALONG AN ASPHALT
 BJ0561'ROAD, 2.0 MILES SOUTH OF PORT ALLEN, 0.7 MILE SOUTH OF THE PORT ALLEN
 BJ0561'LOCK, AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST 17.5 FT.
 BJ0561'NORTHWEST OF THE CENTER LINE OF THE ROAD, 69 FT. NORTHEAST OF THE
 BJ0561'CENTER LINE OF THE ROAD LEADING NORTHWEST,
 BJ0561'IN THE TOP OF THE NORTH CONCRETE
 BJ0561'WING WALL OF THE CONCRETE FOUNDATION OF A METAL CATTLEGUARD, 2.0 FT.
 BJ0561'NORTHEAST OF THE SOUTHWEST END OF THE WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0261 ***********************************************************************
 BJ0261  DESIGNATION -  T 291
 BJ0261  PID         -  BJ0261
 BJ0261  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0261  USGS QUAD   -  LOTTIE (1994)
 BJ0261
 BJ0261                         *CURRENT SURVEY CONTROL
 BJ0261  ___________________________________________________________________
 BJ0261* NAD 83(1986)-  30 32 35.     (N)    091 39 02.     (W)     SCALED    
 BJ0261* NAVD 88     -         5.507  (meters)      18.07   (feet)  ADJUSTED  
 BJ0261  ___________________________________________________________________
 BJ0261  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0261  DYNAMIC HT  -           5.500 (meters)      18.04  (feet)  COMP
 BJ0261  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ0261
 BJ0261  VERT ORDER  -  FIRST     CLASS I
 BJ0261
 BJ0261.The horizontal coordinates were scaled from a topographic map and have
 BJ0261.an estimated accuracy of +/- 6 seconds.
 BJ0261
 BJ0261.The orthometric height was determined by differential leveling
 BJ0261.and adjusted by the National Geodetic Survey in February 1994..
 BJ0261
 BJ0261.The geoid height was determined by GEOID03.
 BJ0261
 BJ0261.The dynamic height is computed by dividing the NAVD 88
 BJ0261.geopotential number by the normal gravity value computed on the
 BJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0261.degrees latitude (g = 980.6199 gals.).
 BJ0261
 BJ0261.The modeled gravity was interpolated from observed gravity values.
 BJ0261
 BJ0261;                    North         East    Units  Estimated Accuracy
 BJ0261;SPC LA S     -   226,510.      969,560.      MT  (+/- 180 meters Scaled)
 BJ0261
 BJ0261                          SUPERSEDED SURVEY CONTROL
 BJ0261
 BJ0261  NGVD 29 (??/??/??)    5.527  (m)           18.13   (f) ADJUSTED    1 1
 BJ0261
 BJ0261.Superseded values are not recommended for survey control.
 BJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0261.See file dsdata.txt to determine how the superseded data were derived.
 BJ0261
 BJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP294797(NAD 83)
 BJ0261_MARKER: DB = BENCH MARK DISK
 BJ0261_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0261+WITH SETTING: INTO GROUND
 BJ0261_SP_SET: METAL ROD WITH BASE PLATE
 BJ0261_STAMPING: T 291 1976
 BJ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0261+STABILITY: SURFACE MOTION
 BJ0261
 BJ0261  HISTORY     - Date     Condition        Report By
 BJ0261  HISTORY     - 1976     MONUMENTED       NGS
 BJ0261  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0261
 BJ0261                          STATION DESCRIPTION
 BJ0261
 BJ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0261'2.1 MI SOUTH FROM LOTTIE.
 BJ0261'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0261'HIGHWAY 81, THENCE 1.1 MILES SOUTHEAST ALONG A LEVEE ROAD, 155 FT
 BJ0261'NORTHEAST OF THE CENTER LINE OF THE ROAD, 91 FT NORTHWEST OF THE
 BJ0261'EXTENDED CENTER LINE OF A DIM ROAD LEADING WEST, 1.0 FT NORTHWEST OF
 BJ0261'A WITNESS POST. THE DISK IS 0.7 FT BELOW THE LEVEL OF THE GROUND,
 BJ0261'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0261
 BJ0261                          STATION RECOVERY (1986)
 BJ0261
 BJ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0261'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0306 ***********************************************************************
 BJ0306  DESIGNATION -  T 292
 BJ0306  PID         -  BJ0306
 BJ0306  STATE/COUNTY-  LA/IBERVILLE
 BJ0306  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0306
 BJ0306                         *CURRENT SURVEY CONTROL
 BJ0306  ___________________________________________________________________
 BJ0306* NAD 83(1986)-  30 10 34.     (N)    091 21 46.     (W)     SCALED    
 BJ0306* NAVD 88     -         3.286  (meters)      10.78   (feet)  ADJUSTED  
 BJ0306  ___________________________________________________________________
 BJ0306  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ0306  DYNAMIC HT  -           3.282 (meters)      10.77  (feet)  COMP
 BJ0306  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 BJ0306
 BJ0306  VERT ORDER  -  FIRST     CLASS I
 BJ0306
 BJ0306.The horizontal coordinates were scaled from a topographic map and have
 BJ0306.an estimated accuracy of +/- 6 seconds.
 BJ0306
 BJ0306.The orthometric height was determined by differential leveling
 BJ0306.and adjusted by the National Geodetic Survey in February 1994..
 BJ0306
 BJ0306.The geoid height was determined by GEOID03.
 BJ0306
 BJ0306.The dynamic height is computed by dividing the NAVD 88
 BJ0306.geopotential number by the normal gravity value computed on the
 BJ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0306.degrees latitude (g = 980.6199 gals.).
 BJ0306
 BJ0306.The modeled gravity was interpolated from observed gravity values.
 BJ0306
 BJ0306;                    North         East    Units  Estimated Accuracy
 BJ0306;SPC LA S     -   185,790.      997,160.      MT  (+/- 180 meters Scaled)
 BJ0306
 BJ0306                          SUPERSEDED SURVEY CONTROL
 BJ0306
 BJ0306  NGVD 29 (??/??/??)    3.318  (m)           10.89   (f) ADJUSTED    1 1
 BJ0306
 BJ0306.Superseded values are not recommended for survey control.
 BJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0306.See file dsdata.txt to determine how the superseded data were derived.
 BJ0306
 BJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP576394(NAD 83)
 BJ0306_MARKER: DB = BENCH MARK DISK
 BJ0306_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0306+WITH SETTING: INTO GROUND
 BJ0306_SP_SET: METAL ROD WITH BASE PLATE
 BJ0306_STAMPING: T 292 1976
 BJ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0306+STABILITY: SURFACE MOTION
 BJ0306
 BJ0306  HISTORY     - Date     Condition        Report By
 BJ0306  HISTORY     - 1976     MONUMENTED       NGS
 BJ0306
 BJ0306                          STATION DESCRIPTION
 BJ0306
 BJ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0306'2.4 MI NW FROM BAYOU SORREL.
 BJ0306'2.4 MILES NORTHWEST ALONG AN ASPHALT AND A GRAVELED ROAD ALONG THE
 BJ0306'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0306'0.35 MILE NORTHWEST OF A POWER LINE CROSSING, AT THE JUNCTION OF A
 BJ0306'SHORT ROAD LEADING NORTHEAST, 20 FT SOUTHEAST OF THE EXTENDED CENTER
 BJ0306'LINE OF THE ROAD, 40 FT SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BJ0306'1.0 FT NORTHWEST OF A WITNESS POST. THE DISK IS 0.8 FT BELOW THE
 BJ0306'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0306'SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0906 ***********************************************************************
 BJ0906  DESIGNATION -  T 294
 BJ0906  PID         -  BJ0906
 BJ0906  STATE/COUNTY-  LA/LIVINGSTON
 BJ0906  USGS QUAD   -  HOLDEN (1974)
 BJ0906
 BJ0906                         *CURRENT SURVEY CONTROL
 BJ0906  ___________________________________________________________________
 BJ0906* NAD 83(1986)-  30 30 15.     (N)    090 40 08.     (W)     SCALED    
 BJ0906* NAVD 88     -        11.501  (meters)      37.73   (feet)  ADJUSTED  
 BJ0906  ___________________________________________________________________
 BJ0906  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0906  DYNAMIC HT  -          11.486 (meters)      37.68  (feet)  COMP
 BJ0906  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ0906
 BJ0906  VERT ORDER  -  FIRST     CLASS I
 BJ0906
 BJ0906.The horizontal coordinates were scaled from a topographic map and have
 BJ0906.an estimated accuracy of +/- 6 seconds.
 BJ0906
 BJ0906.The orthometric height was determined by differential leveling
 BJ0906.and adjusted by the National Geodetic Survey in February 1994..
 BJ0906
 BJ0906.The geoid height was determined by GEOID03.
 BJ0906
 BJ0906.The dynamic height is computed by dividing the NAVD 88
 BJ0906.geopotential number by the normal gravity value computed on the
 BJ0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0906.degrees latitude (g = 980.6199 gals.).
 BJ0906
 BJ0906.The modeled gravity was interpolated from observed gravity values.
 BJ0906
 BJ0906;                    North         East    Units  Estimated Accuracy
 BJ0906;SPC LA S     -   222,340.    1,063,780.      MT  (+/- 180 meters Scaled)
 BJ0906
 BJ0906                          SUPERSEDED SURVEY CONTROL
 BJ0906
 BJ0906  NAVD 88 (06/15/91)   11.544  (m)           37.87   (f) UNKNOWN     1 1
 BJ0906  NGVD 29 (??/??/??)   11.519  (m)           37.79   (f) ADJUSTED    1 1
 BJ0906
 BJ0906.Superseded values are not recommended for survey control.
 BJ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0906.See file dsdata.txt to determine how the superseded data were derived.
 BJ0906
 BJ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP237769(NAD 83)
 BJ0906_MARKER: DB = BENCH MARK DISK
 BJ0906_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0906_SP_SET: COPPER-CLAD STEEL ROD
 BJ0906_STAMPING: T 294 1976
 BJ0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0906
 BJ0906  HISTORY     - Date     Condition        Report By
 BJ0906  HISTORY     - 1976     MONUMENTED       NGS
 BJ0906  HISTORY     - 1979     GOOD             LADTD
 BJ0906  HISTORY     - 1984     GOOD             LADTD
 BJ0906
 BJ0906                          STATION DESCRIPTION
 BJ0906
 BJ0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0906'IN HOLDEN.
 BJ0906'AT HOLDEN, 0.05 MI (2 POWER LINE POLES) EAST ALONG U.S. HIGHWAY 190
 BJ0906'FROM THE JUNCTION OF STATE HIGHWAY 441, 43 FT NORTH OF THE CENTER
 BJ0906'LINE OF THE HIGHWAY, 39.1 FT SOUTH OF THE SOUTH RAIL OF THE ILLINOIS
 BJ0906'CENTRAL RAILROAD, 50 FT WEST OF A POWER LINE GUY POLE, 88.5 FT
 BJ0906'NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE NUMBER
 BJ0906'575-L5178, 2 FT EAST OF A POWER LINE POLE, THE DISK IS 0.4  BELOW THE
 BJ0906'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0906'SCREW PLUG.
 BJ0906
 BJ0906                          STATION RECOVERY (1979)
 BJ0906
 BJ0906'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0906'RECOVERED IN GOOD CONDITION.
 BJ0906
 BJ0906                          STATION RECOVERY (1984)
 BJ0906
 BJ0906'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0245 ***********************************************************************
 AU0245  DESIGNATION -  T 298
 AU0245  PID         -  AU0245
 AU0245  STATE/COUNTY-  LA/TERREBONNE
 AU0245  USGS QUAD   -  AMELIA (1994)
 AU0245
 AU0245                         *CURRENT SURVEY CONTROL
 AU0245  ___________________________________________________________________
 AU0245* NAD 83(1992)-  29 40 51.72942(N)    091 00 25.53337(W)     ADJUSTED  
 AU0245* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU0245  **This station is located in a subsidence area (see below).
 AU0245  ___________________________________________________________________
 AU0245  X           -     -97,474.467 (meters)                     COMP
 AU0245  Y           -  -5,544,972.140 (meters)                     COMP
 AU0245  Z           -   3,139,692.556 (meters)                     COMP
 AU0245  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU0245  ELLIP HEIGHT-         -24.22  (meters)          (02/20/02) GPS OBS
 AU0245  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AU0245  DYNAMIC HT  -           1.5   (meters)       5.    (feet)  COMP
 AU0245  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 AU0245
 AU0245  HORZ ORDER  -  FIRST
 AU0245  VERT ORDER  -  THIRD (See Below)
 AU0245  ELLP ORDER  -  FOURTH    CLASS I
 AU0245
 AU0245.The horizontal coordinates were established by GPS observations
 AU0245.and adjusted by the National Geodetic Survey in December 1998..
 AU0245
 AU0245 ** The orthometric height has not been validated since last determined
 AU0245 ** by differential leveling and should not be used for control purposes.
 AU0245 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0245 ** area with valid NAVD 88 orthometric heights.
 AU0245 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0245 ** epoch indicated which incorporates improved geoid heights for the
 AU0245 ** Southern Louisiana Subsidence area.
 AU0245 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0245.The orthometric height was scaled from a topographic map.
 AU0245.The vertical order pertains to the first NAVD 88 superseded value.
 AU0245
 AU0245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0245
 AU0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0245
 AU0245.The ellipsoidal height was determined by GPS observations
 AU0245.and is referenced to NAD 83.
 AU0245
 AU0245.The geoid height was determined by GEOID03.
 AU0245
 AU0245.The dynamic height is computed by dividing the NAVD 88
 AU0245.geopotential number by the normal gravity value computed on the
 AU0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0245.degrees latitude (g = 980.6199 gals.).
 AU0245
 AU0245.The modeled gravity was interpolated from observed gravity values.
 AU0245
 AU0245;                    North         East     Units Scale Factor Converg.
 AU0245;SPC LA S     -   130,956.716 1,031,576.031   MT  0.99994123   +0 09 47.2
 AU0245;SPC LA S     -   429,647.16  3,384,429.03   sFT  0.99994123   +0 09 47.2
 AU0245;UTM  15      - 3,285,103.541   692,842.965   MT  1.00005887   +0 59 13.7
 AU0245
 AU0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0245!SPC LA S     -   1.00000380  x   0.99994123  =   0.99994503
 AU0245!UTM  15      -   1.00000380  x   1.00005887  =   1.00006267
 AU0245
 AU0245:                Primary Azimuth Mark                     Grid Az
 AU0245:SPC LA S     -  T 298 AZ MK                              217 41 49.2
 AU0245:UTM  15      -  T 298 AZ MK                              216 52 22.7
 AU0245
 AU0245|---------------------------------------------------------------------|
 AU0245| PID    Reference Object                     Distance      Geod. Az  |
 AU0245|                                                           dddmmss.s |
 AU0245| AH6183 T 298 AZ MK                         APPROX. 0.5 KM 2175136.4 |
 AU0245|---------------------------------------------------------------------|
 AU0245
 AU0245                          SUPERSEDED SURVEY CONTROL
 AU0245
 AU0245  ELLIP H (12/17/98)  -24.15   (m)                       GP(       ) 4 2
 AU0245  NAVD 88 (06/15/91)    1.577  (m)            5.17   (f) UNKNOWN     1 1
 AU0245  NGVD 29 (??/??/??)    1.621  (m)            5.32   (f) ADJUSTED    1 1
 AU0245
 AU0245.Superseded values are not recommended for survey control.
 AU0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0245.See file dsdata.txt to determine how the superseded data were derived.
 AU0245
 AU0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9284385104(NAD 83)
 AU0245_MARKER: DV = VERTICAL CONTROL DISK
 AU0245_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU0245+WITH SETTING: INFORMATION.
 AU0245_SP_SET: METAL ROD DRIVEN INTO GROUND
 AU0245_STAMPING: T 298 1977
 AU0245_MARK LOGO: NGS   
 AU0245_PROJECTION: FLUSH
 AU0245_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU0245+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU0245
 AU0245  HISTORY     - Date     Condition        Report By
 AU0245  HISTORY     - 1977     MONUMENTED       NGS
 AU0245  HISTORY     - 1982     GOOD             NGS
 AU0245  HISTORY     - 19930304 GOOD             NGS
 AU0245  HISTORY     - 19950103 GOOD             MPHI
 AU0245  HISTORY     - 19991130 GOOD             CDSMS
 AU0245
 AU0245                          STATION DESCRIPTION
 AU0245
 AU0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AU0245'0.7 MI SW FROM GIBSON.
 AU0245'0.75 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 AU0245'FROM THE OVERPASS OVER DEADWOOD ROAD, 0.55 MILE SOUTHWEST OF
 AU0245'MILEPOLE 67, AT THE JUNCTION OF A SHORT ROAD LEADING SOUTHEAST.
 AU0245'138 FEET SOUTHEAST OF AND ACROSS U.S. HIGHWAY 90 FROM THE SOUTHEAST
 AU0245'RAIL, 42 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90,
 AU0245'39.6 FEET NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST
 AU0245'HEADWALL OF A CONCRETE CULVERT, 10.5 FEET NORTHEAST OF THE
 AU0245'CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF THE FIRST POWER LINE
 AU0245'POLE NORTHEAST OF A T JUNCTION POWER LINE POLE. THE DISK IS
 AU0245'0.1 FOOT BELOW THE LEVEL OF THE GROUND ACCESS TO WHICH IS
 AU0245'HAD THROUGH A 4 INCH PLASTIC PLUG FLUSH WITH THE GROUND.
 AU0245
 AU0245                          STATION RECOVERY (1982)
 AU0245
 AU0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU0245'RECOVERED IN GOOD CONDITION.
 AU0245
 AU0245                          STATION RECOVERY (1993)
 AU0245
 AU0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0245'0.1 KM (0.05 MI) NORTHERLY ALONG CAROLL STREET FROM THE POST OFFICE
 AU0245'IN GIBSON, THENCE 1.9 KM (1.20 MI) WESTERLY ALONG STATE HIGHWAY 20
 AU0245'AND U.S. HIGHWAY 90, 12.8 M (42.0 FT) SOUTHEAST OF THE CENTERLINE OF
 AU0245'THE HIGHWAY, 3.0 M (9.8 FT) NORTHEAST OF THE CENTER OF THE MOST
 AU0245'SOUTHWESTERLY OF 2 DRIVEWAYS LEADING TO A HOUSE, 0.6 M (2.0 FT) SOUTH
 AU0245'OF A UTILITY POLE AND UNDERGROUND CABLE JUNCTION BOX NUMBER 3W 4 1/2,
 AU0245'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 AU0245'NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 AU0245'PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  THE
 AU0245'ROD DEPTH IS UNKNOWN.
 AU0245
 AU0245                          STATION RECOVERY (1995)
 AU0245
 AU0245'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU0245'RECOVERED AS DESCRIBED.
 AU0245
 AU0245                          STATION RECOVERY (1999)
 AU0245
 AU0245'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU0245'RECOVERY NOTE BY CDS MUERY SERVICES INC (1999)
 AU0245'RECOVERED AS DESCRIBED IN THE 1993 RECOVERY NOTE EXCEPT THAT THE HOUSE
 AU0245'REFERED TO IN THE 1993 DESCRIPTION NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6183 ***********************************************************************
 AH6183  DESIGNATION -  T 298 AZ MK
 AH6183  PID         -  AH6183
 AH6183  STATE/COUNTY-  LA/TERREBONNE
 AH6183  USGS QUAD   -  AMELIA (1994)
 AH6183
 AH6183                         *CURRENT SURVEY CONTROL
 AH6183  ___________________________________________________________________
 AH6183* NAD 83(1992)-  29 40 37.67430(N)    091 00 38.04501(W)     ADJUSTED  
 AH6183* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6183  **This station is located in a subsidence area (see below).
 AH6183  ___________________________________________________________________
 AH6183  X           -     -97,814.602 (meters)                     COMP
 AH6183  Y           -  -5,545,180.899 (meters)                     COMP
 AH6183  Z           -   3,139,316.810 (meters)                     COMP
 AH6183  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AH6183  ELLIP HEIGHT-         -23.72  (meters)          (02/21/02) GPS OBS
 AH6183  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH6183
 AH6183  HORZ ORDER  -  FIRST
 AH6183  ELLP ORDER  -  FIFTH     CLASS I
 AH6183
 AH6183.The horizontal coordinates were established by GPS observations
 AH6183.and adjusted by the National Geodetic Survey in December 1998..
 AH6183
 AH6183 ** The orthometric height has not been validated since last determined
 AH6183 ** by differential leveling and should not be used for control purposes.
 AH6183 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6183 ** area with valid NAVD 88 orthometric heights.
 AH6183 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6183 ** epoch indicated which incorporates improved geoid heights for the
 AH6183 ** Southern Louisiana Subsidence area.
 AH6183 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6183.The orthometric height was determined by GPS observations and a
 AH6183.high-resolution geoid model.
 AH6183
 AH6183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6183
 AH6183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6183
 AH6183.The ellipsoidal height was determined by GPS observations
 AH6183.and is referenced to NAD 83.
 AH6183
 AH6183.The geoid height was determined by GEOID03.
 AH6183
 AH6183;                    North         East     Units Scale Factor Converg.
 AH6183;SPC LA S     -   130,523.021 1,031,240.870   MT  0.99994161   +0 09 41.0
 AH6183;SPC LA S     -   428,224.28  3,383,329.42   sFT  0.99994161   +0 09 41.0
 AH6183;UTM  15      - 3,284,665.020   692,514.038   MT  1.00005730   +0 59 07.1
 AH6183
 AH6183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6183!SPC LA S     -   1.00000373  x   0.99994161  =   0.99994534
 AH6183!UTM  15      -   1.00000373  x   1.00005730  =   1.00006103
 AH6183
 AH6183:                Primary Azimuth Mark                     Grid Az
 AH6183:SPC LA S     -  T 298                                    037 41 49.2
 AH6183:UTM  15      -  T 298                                    036 52 23.1
 AH6183
 AH6183|---------------------------------------------------------------------|
 AH6183| PID    Reference Object                     Distance      Geod. Az  |
 AH6183|                                                           dddmmss.s |
 AH6183| AU0245 T 298                               APPROX. 0.5 KM 0375130.2 |
 AH6183|---------------------------------------------------------------------|
 AH6183
 AH6183                          SUPERSEDED SURVEY CONTROL
 AH6183
 AH6183  ELLIP H (12/17/98)  -23.70   (m)                       GP(       ) 4 2
 AH6183
 AH6183.Superseded values are not recommended for survey control.
 AH6183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6183.See file dsdata.txt to determine how the superseded data were derived.
 AH6183
 AH6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9251484665(NAD 83)
 AH6183_MARKER: DD = SURVEY DISK
 AH6183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6183_STAMPING: T-298 AZ MK 1993
 AH6183_MARK LOGO: TPCG  
 AH6183_PROJECTION: FLUSH
 AH6183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6183+STABILITY: SURFACE MOTION
 AH6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6183+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6183
 AH6183  HISTORY     - Date     Condition        Report By
 AH6183  HISTORY     - 1993     MONUMENTED       GSENG
 AH6183
 AH6183                          STATION DESCRIPTION
 AH6183
 AH6183'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6183'MONUMENT IS LOCATED WEST OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6183'U.S. HIGHWAY 90, (TOWNSHIP 16 SOUTH RANGE 14 EAST SECTION 11).
 AH6183'MONUMENT IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH
 AH6183'THE GROUND. MONUMENT IS ABOUT 2450 FT (746.8 M) EAST OF THE
 AH6183'INTERSECTION OF U.S. HIGHWAY 90 AND ZIMMERMAN ROAD, ABOUT 4500 FT
 AH6183'(1371.6 M) WEST OF THE INTERSECTION OF U.S. HIGHWAY 90 AND LA. HIGHWAY
 AH6183'20, 24.10 FT (7.35 M) SOUTHEAST OF A NAIL/SHINER THE CENTERLINE OF
 AH6183'U.S. HIGHWAY 90, 200.1 FT (61.0 M)  SOUTHWEST OF A NAIL/SHINER IN
 AH6183'POWER POLE NO. 16187, 201.55 FT (61.43 M) NORTHEAST OF A NAIL/SHINER
 AH6183'IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0099 ***********************************************************************
 BK0099  DESIGNATION -  T 30
 BK0099  PID         -  BK0099
 BK0099  STATE/COUNTY-  LA/ST LANDRY
 BK0099  USGS QUAD   -  EUNICE NORTH (1983)
 BK0099
 BK0099                         *CURRENT SURVEY CONTROL
 BK0099  ___________________________________________________________________
 BK0099* NAD 83(1986)-  30 30 03.     (N)    092 23 20.     (W)     SCALED    
 BK0099* NAVD 88     -        15.55   (+/-2cm)      51.0    (feet)  VERTCON   
 BK0099  ___________________________________________________________________
 BK0099  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK0099
 BK0099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0099
 BK0099.The horizontal coordinates were scaled from a topographic map and have
 BK0099.an estimated accuracy of +/- 6 seconds.
 BK0099
 BK0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0099.The vertical order pertains to the NGVD 29 superseded value.
 BK0099
 BK0099.The geoid height was determined by GEOID03.
 BK0099
 BK0099;                    North         East    Units  Estimated Accuracy
 BK0099;SPC LA S     -   222,250.      898,670.      MT  (+/- 180 meters Scaled)
 BK0099
 BK0099                          SUPERSEDED SURVEY CONTROL
 BK0099
 BK0099  NGVD 29 (??/??/??)   15.514  (m)           50.90   (f) ADJUSTED    2 0
 BK0099
 BK0099.Superseded values are not recommended for survey control.
 BK0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0099.See file dsdata.txt to determine how the superseded data were derived.
 BK0099
 BK0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP586744(NAD 83)
 BK0099_MARKER: DB = BENCH MARK DISK
 BK0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0099_STAMPING: T 30 1935
 BK0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0099+STABILITY: SURFACE MOTION
 BK0099
 BK0099  HISTORY     - Date     Condition        Report By
 BK0099  HISTORY     - 1935     MONUMENTED       CGS
 BK0099  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0099
 BK0099                          STATION DESCRIPTION
 BK0099
 BK0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0099'1.6 MI E FROM EUNICE.
 BK0099'1.6 MI E OF AND ALONG THE M P R R 46 FEET S OF CENTER OF TRACK.  160
 BK0099'YARDS W ALONG TRACK FROM MILEPOST 572.  CLOSE TO A FENCE CORNER.  29
 BK0099'FEET E OF A SIDE ROAD CROSSING RAILWAY.
 BK0099
 BK0099                          STATION RECOVERY (1980)
 BK0099
 BK0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2291 ***********************************************************************
 BX2291  DESIGNATION -  T 301
 BX2291  PID         -  BX2291
 BX2291  STATE/COUNTY-  LA/GRANT
 BX2291  USGS QUAD   -  COLFAX (1985)
 BX2291
 BX2291                         *CURRENT SURVEY CONTROL
 BX2291  ___________________________________________________________________
 BX2291* NAD 83(1986)-  31 31 09.     (N)    092 42 53.     (W)     SCALED    
 BX2291* NAVD 88     -        30.188  (meters)      99.04   (feet)  ADJUSTED  
 BX2291  ___________________________________________________________________
 BX2291  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2291  DYNAMIC HT  -          30.152 (meters)      98.92  (feet)  COMP
 BX2291  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 BX2291
 BX2291  VERT ORDER  -  FIRST     CLASS I
 BX2291
 BX2291.The horizontal coordinates were scaled from a topographic map and have
 BX2291.an estimated accuracy of +/- 6 seconds.
 BX2291
 BX2291.The orthometric height was determined by differential leveling
 BX2291.and adjusted by the National Geodetic Survey in February 1994..
 BX2291
 BX2291.The geoid height was determined by GEOID03.
 BX2291
 BX2291.The dynamic height is computed by dividing the NAVD 88
 BX2291.geopotential number by the normal gravity value computed on the
 BX2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2291.degrees latitude (g = 980.6199 gals.).
 BX2291
 BX2291.The modeled gravity was interpolated from observed gravity values.
 BX2291
 BX2291;                    North         East    Units  Estimated Accuracy
 BX2291;SPC LA N     -   113,020.      979,610.      MT  (+/- 180 meters Scaled)
 BX2291
 BX2291                          SUPERSEDED SURVEY CONTROL
 BX2291
 BX2291  NAVD 88 (06/15/91)   30.188  (m)           99.04   (f) UNKNOWN     1 1
 BX2291  NGVD 29 (??/??/??)   30.196  (m)           99.07   (f) ADJUSTED    1 1
 BX2291
 BX2291.Superseded values are not recommended for survey control.
 BX2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2291.See file dsdata.txt to determine how the superseded data were derived.
 BX2291
 BX2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ270871(NAD 83)
 BX2291_MARKER: DB = BENCH MARK DISK
 BX2291_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2291+WITH SETTING: INTO GROUND
 BX2291_SP_SET: METAL ROD WITH BASE PLATE
 BX2291_STAMPING: T 301 1977
 BX2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2291+STABILITY: SURFACE MOTION
 BX2291
 BX2291  HISTORY     - Date     Condition        Report By
 BX2291  HISTORY     - 1977     MONUMENTED       NGS
 BX2291
 BX2291                          STATION DESCRIPTION
 BX2291
 BX2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2291'0.2 MI NW FROM COLFAX.
 BX2291'0.2 MILE NORTHWEST ALONG SECOND STREET FROM THE COURTHOUSE AT
 BX2291'COLFAX, 89 FEET SOUTHWEST OF THE CENTER LINE OF SECOND STREET,
 BX2291'28 FEET NORTHWEST OF THE CENTER LINE OF FAIRCLOTH STREET, AND
 BX2291'8 FEET NORTHEAST OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0073 ***********************************************************************
 BW0073  DESIGNATION -  T 302
 BW0073  PID         -  BW0073
 BW0073  STATE/COUNTY-  LA/CATAHOULA
 BW0073  USGS QUAD   -  LARTO LAKE SOUTH (1982)
 BW0073
 BW0073                         *CURRENT SURVEY CONTROL
 BW0073  ___________________________________________________________________
 BW0073* NAD 83(1986)-  31 15 15.     (N)    091 59 53.     (W)     SCALED    
 BW0073* NAVD 88     -        17.533  (meters)      57.52   (feet)  ADJUSTED  
 BW0073  ___________________________________________________________________
 BW0073  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW0073  DYNAMIC HT  -          17.512 (meters)      57.45  (feet)  COMP
 BW0073  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 BW0073
 BW0073  VERT ORDER  -  FIRST     CLASS I
 BW0073
 BW0073.The horizontal coordinates were scaled from a topographic map and have
 BW0073.an estimated accuracy of +/- 6 seconds.
 BW0073
 BW0073.The orthometric height was determined by differential leveling
 BW0073.and adjusted by the National Geodetic Survey in February 1994..
 BW0073
 BW0073.The geoid height was determined by GEOID03.
 BW0073
 BW0073.The dynamic height is computed by dividing the NAVD 88
 BW0073.geopotential number by the normal gravity value computed on the
 BW0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0073.degrees latitude (g = 980.6199 gals.).
 BW0073
 BW0073.The modeled gravity was interpolated from observed gravity values.
 BW0073
 BW0073;                    North         East    Units  Estimated Accuracy
 BW0073;SPC LA N     -    83,730.    1,047,810.      MT  (+/- 180 meters Scaled)
 BW0073
 BW0073                          SUPERSEDED SURVEY CONTROL
 BW0073
 BW0073  NAVD 88 (06/15/91)   17.542  (m)           57.55   (f) UNKNOWN     1 1
 BW0073  NGVD 29 (??/??/??)   17.496  (m)           57.40   (f) ADJUSTED    1 1
 BW0073
 BW0073.Superseded values are not recommended for survey control.
 BW0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0073.See file dsdata.txt to determine how the superseded data were derived.
 BW0073
 BW0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ953582(NAD 83)
 BW0073_MARKER: DB = BENCH MARK DISK
 BW0073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0073_SP_SET: COPPER-CLAD STEEL ROD
 BW0073_STAMPING: T 302 1977
 BW0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0073
 BW0073  HISTORY     - Date     Condition        Report By
 BW0073  HISTORY     - 1977     MONUMENTED       NGS
 BW0073
 BW0073                          STATION DESCRIPTION
 BW0073
 BW0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW0073'15.1 MI NE FROM EFFIE.
 BW0073'15.1 MILES NORTHEAST ALONG STATE HIGHWAY 1196 FROM THE JUNCTION
 BW0073'OF STATE HIGHWAYS 1196, 107, AND 115 AT EFFIE, AT THE AVOYELLES-
 BW0073'CATAHOULA PARISH LINE, 134 FEET NORTH OF THE CENTER LINE OF HIGH-
 BW0073'WAY, 123 FEET WEST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO A
 BW0073'METAL SHED, AND 107 FEET NORTH OF A POWER LINE POLE.
 BW0073'NOTE. THERE IS TO BE A NEW HOUSE CONSTRUCTED ABOUT 50 FEET NORTH
 BW0073'OF BENCH MARK AND SOME MEASURMENTS WILL CHANGE..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2314 ***********************************************************************
 BX2314  DESIGNATION -  T 303
 BX2314  PID         -  BX2314
 BX2314  STATE/COUNTY-  LA/NATCHITOCHES
 BX2314  USGS QUAD   -  MONTGOMERY (1993)
 BX2314
 BX2314                         *CURRENT SURVEY CONTROL
 BX2314  ___________________________________________________________________
 BX2314* NAD 83(1986)-  31 39 41.     (N)    092 55 29.     (W)     SCALED    
 BX2314* NAVD 88     -        30.960  (meters)     101.57   (feet)  ADJUSTED  
 BX2314  ___________________________________________________________________
 BX2314  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2314  DYNAMIC HT  -          30.923 (meters)     101.45  (feet)  COMP
 BX2314  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BX2314
 BX2314  VERT ORDER  -  FIRST     CLASS I
 BX2314
 BX2314.The horizontal coordinates were scaled from a topographic map and have
 BX2314.an estimated accuracy of +/- 6 seconds.
 BX2314
 BX2314.The orthometric height was determined by differential leveling
 BX2314.and adjusted by the National Geodetic Survey in February 1994..
 BX2314
 BX2314.The geoid height was determined by GEOID03.
 BX2314
 BX2314.The dynamic height is computed by dividing the NAVD 88
 BX2314.geopotential number by the normal gravity value computed on the
 BX2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2314.degrees latitude (g = 980.6199 gals.).
 BX2314
 BX2314.The modeled gravity was interpolated from observed gravity values.
 BX2314
 BX2314;                    North         East    Units  Estimated Accuracy
 BX2314;SPC LA N     -   128,850.      959,720.      MT  (+/- 180 meters Scaled)
 BX2314
 BX2314                          SUPERSEDED SURVEY CONTROL
 BX2314
 BX2314  NAVD 88 (06/15/91)   30.959  (m)          101.57   (f) UNKNOWN     1 1
 BX2314  NGVD 29 (??/??/??)   30.986  (m)          101.66   (f) ADJUSTED    1 1
 BX2314
 BX2314.Superseded values are not recommended for survey control.
 BX2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2314.See file dsdata.txt to determine how the superseded data were derived.
 BX2314
 BX2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR071029(NAD 83)
 BX2314_MARKER: DB = BENCH MARK DISK
 BX2314_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2314+WITH SETTING: INTO GROUND
 BX2314_SP_SET: METAL ROD WITH BASE PLATE
 BX2314_STAMPING: T 303 1977
 BX2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2314+STABILITY: SURFACE MOTION
 BX2314
 BX2314  HISTORY     - Date     Condition        Report By
 BX2314  HISTORY     - 1977     MONUMENTED       NGS
 BX2314
 BX2314                          STATION DESCRIPTION
 BX2314
 BX2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2314'16.2 MI NW FROM CLOUTIERVILLE.
 BX2314'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2314'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIER VILLE, THENCE 8.4 MILES
 BX2314'NORTHWEST ALONG THE LEVEE, 73 FEET SOUTHWEST OF THE CENTER OF
 BX2314'THE LEVEE, AND 59 FEET SOUTHWEST OF MILEPOST 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2288 ***********************************************************************
 BX2288  DESIGNATION -  T 304
 BX2288  PID         -  BX2288
 BX2288  STATE/COUNTY-  LA/RAPIDES
 BX2288  USGS QUAD   -  BOYCE (1992)
 BX2288
 BX2288                         *CURRENT SURVEY CONTROL
 BX2288  ___________________________________________________________________
 BX2288* NAD 83(1986)-  31 27 58.     (N)    092 42 34.     (W)     SCALED    
 BX2288* NAVD 88     -        29.529  (meters)      96.88   (feet)  ADJUSTED  
 BX2288  ___________________________________________________________________
 BX2288  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2288  DYNAMIC HT  -          29.494 (meters)      96.76  (feet)  COMP
 BX2288  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 BX2288
 BX2288  VERT ORDER  -  FIRST     CLASS I
 BX2288
 BX2288.The horizontal coordinates were scaled from a topographic map and have
 BX2288.an estimated accuracy of +/- 6 seconds.
 BX2288
 BX2288.The orthometric height was determined by differential leveling
 BX2288.and adjusted by the National Geodetic Survey in February 1994..
 BX2288
 BX2288.The geoid height was determined by GEOID03.
 BX2288
 BX2288.The dynamic height is computed by dividing the NAVD 88
 BX2288.geopotential number by the normal gravity value computed on the
 BX2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2288.degrees latitude (g = 980.6199 gals.).
 BX2288
 BX2288.The modeled gravity was interpolated from observed gravity values.
 BX2288
 BX2288;                    North         East    Units  Estimated Accuracy
 BX2288;SPC LA N     -   107,140.      980,100.      MT  (+/- 180 meters Scaled)
 BX2288
 BX2288                          SUPERSEDED SURVEY CONTROL
 BX2288
 BX2288  NAVD 88 (06/15/91)   29.529  (m)           96.88   (f) UNKNOWN     1 1
 BX2288  NGVD 29 (??/??/??)   29.534  (m)           96.90   (f) ADJUSTED    1 1
 BX2288
 BX2288.Superseded values are not recommended for survey control.
 BX2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2288.See file dsdata.txt to determine how the superseded data were derived.
 BX2288
 BX2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ276812(NAD 83)
 BX2288_MARKER: DB = BENCH MARK DISK
 BX2288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2288_SP_SET: COPPER-CLAD STEEL ROD
 BX2288_STAMPING: T 304 1977
 BX2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2288
 BX2288  HISTORY     - Date     Condition        Report By
 BX2288  HISTORY     - 1977     MONUMENTED       NGS
 BX2288
 BX2288                          STATION DESCRIPTION
 BX2288
 BX2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2288'16.5 MI SE FROM CLOUTIERVILLE.
 BX2288'6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 BX2288'STATE HIGHWAY 495 AT CLOUTIERVILLE, THENCE 4.2 MILES NORTHEAST
 BX2288'ALONG STATE HIGHWAY 490 TO A T JUNCTION, THENCE 1.3 MILES EAST
 BX2288'ALONG A PAVED ROAD WHICH IS ALSO STATE HIGHWAY 490 TO AN EARTH
 BX2288'DAM AND DIRT ROAD OVER THE CANE RIVER, THENCE 3.8 MILES SOUTHEAST
 BX2288'ALONG THE MAIN DIRT ROAD TO A T JUNCTION, THENCE 0.5 MILE SOUTH
 BX2288'ALONG A DIRT ROAD PARALLEL TO THE RED RIVER, 340 FEET SOUTH OF
 BX2288'S 304, 159 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BX2288'2 FEET SOUTHEAST OF A BARBED WIRE FENCE, AND 2 FEET NORTHWEST
 BX2288'OF AN INUSED POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2128 ***********************************************************************
 CQ2128  DESIGNATION -  T 305
 CQ2128  PID         -  CQ2128
 CQ2128  STATE/COUNTY-  LA/CADDO
 CQ2128  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2128
 CQ2128                         *CURRENT SURVEY CONTROL
 CQ2128  ___________________________________________________________________
 CQ2128* NAD 83(1986)-  32 32 49.     (N)    093 45 38.     (W)     SCALED    
 CQ2128* NAVD 88     -        51.984  (meters)     170.55   (feet)  ADJUSTED  
 CQ2128  ___________________________________________________________________
 CQ2128  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2128  DYNAMIC HT  -          51.925 (meters)     170.36  (feet)  COMP
 CQ2128  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 CQ2128
 CQ2128  VERT ORDER  -  FIRST     CLASS I
 CQ2128
 CQ2128.The horizontal coordinates were scaled from a topographic map and have
 CQ2128.an estimated accuracy of +/- 6 seconds.
 CQ2128
 CQ2128.The orthometric height was determined by differential leveling
 CQ2128.and adjusted by the National Geodetic Survey in June 1991..
 CQ2128
 CQ2128.The geoid height was determined by GEOID03.
 CQ2128
 CQ2128.The dynamic height is computed by dividing the NAVD 88
 CQ2128.geopotential number by the normal gravity value computed on the
 CQ2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2128.degrees latitude (g = 980.6199 gals.).
 CQ2128
 CQ2128.The modeled gravity was interpolated from observed gravity values.
 CQ2128
 CQ2128;                    North         East    Units  Estimated Accuracy
 CQ2128;SPC LA N     -   227,650.      881,600.      MT  (+/- 180 meters Scaled)
 CQ2128
 CQ2128                          SUPERSEDED SURVEY CONTROL
 CQ2128
 CQ2128  NGVD 29 (??/??/??)   52.041  (m)          170.74   (f) ADJUSTED    1 1
 CQ2128
 CQ2128.Superseded values are not recommended for survey control.
 CQ2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2128.See file dsdata.txt to determine how the superseded data were derived.
 CQ2128
 CQ2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS285013(NAD 83)
 CQ2128_MARKER: DB = BENCH MARK DISK
 CQ2128_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2128+WITH SETTING: INTO GROUND
 CQ2128_SP_SET: METAL ROD WITH BASE PLATE
 CQ2128_STAMPING: T 305 1977
 CQ2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2128+STABILITY: SURFACE MOTION
 CQ2128
 CQ2128  HISTORY     - Date     Condition        Report By
 CQ2128  HISTORY     - 1977     MONUMENTED       NGS
 CQ2128  HISTORY     - 20000206 MARK NOT FOUND   USPSQD
 CQ2128
 CQ2128                          STATION DESCRIPTION
 CQ2128
 CQ2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2128'0.8 MI NORTH FROM SHREVEPORT.
 CQ2128'0.8 MILE NORTH ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT TERMINAL
 CQ2128'BUILDING, 38 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 9 FEET WEST
 CQ2128'OF A POWERLINE POLE WITH A GUYED WIRE, AND 7 FEET EAST OF A WOOD
 CQ2128'FENCE CORNER.
 CQ2128
 CQ2128                          STATION RECOVERY (2000)
 CQ2128
 CQ2128'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2156 ***********************************************************************
 CQ2156  DESIGNATION -  T 306
 CQ2156  PID         -  CQ2156
 CQ2156  STATE/COUNTY-  LA/CADDO
 CQ2156  USGS QUAD   -  DIXIE (1982)
 CQ2156
 CQ2156                         *CURRENT SURVEY CONTROL
 CQ2156  ___________________________________________________________________
 CQ2156* NAD 83(1986)-  32 44 36.     (N)    093 49 07.     (W)     SCALED    
 CQ2156* NAVD 88     -        57.684  (meters)     189.25   (feet)  ADJUSTED  
 CQ2156  ___________________________________________________________________
 CQ2156  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2156  DYNAMIC HT  -          57.620 (meters)     189.04  (feet)  COMP
 CQ2156  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CQ2156
 CQ2156  VERT ORDER  -  FIRST     CLASS I
 CQ2156
 CQ2156.The horizontal coordinates were scaled from a topographic map and have
 CQ2156.an estimated accuracy of +/- 6 seconds.
 CQ2156
 CQ2156.The orthometric height was determined by differential leveling
 CQ2156.and adjusted by the National Geodetic Survey in June 1991..
 CQ2156
 CQ2156.The geoid height was determined by GEOID03.
 CQ2156
 CQ2156.The dynamic height is computed by dividing the NAVD 88
 CQ2156.geopotential number by the normal gravity value computed on the
 CQ2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2156.degrees latitude (g = 980.6199 gals.).
 CQ2156
 CQ2156.The modeled gravity was interpolated from observed gravity values.
 CQ2156
 CQ2156;                    North         East    Units  Estimated Accuracy
 CQ2156;SPC LA N     -   249,490.      876,420.      MT  (+/- 180 meters Scaled)
 CQ2156
 CQ2156                          SUPERSEDED SURVEY CONTROL
 CQ2156
 CQ2156  NGVD 29 (??/??/??)   57.742  (m)          189.44   (f) ADJUSTED    1 1
 CQ2156
 CQ2156.Superseded values are not recommended for survey control.
 CQ2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2156.See file dsdata.txt to determine how the superseded data were derived.
 CQ2156
 CQ2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS233231(NAD 83)
 CQ2156_MARKER: DB = BENCH MARK DISK
 CQ2156_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2156+WITH SETTING: INTO GROUND
 CQ2156_SP_SET: METAL ROD WITH BASE PLATE
 CQ2156_STAMPING: T 306 1977
 CQ2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2156+STABILITY: SURFACE MOTION
 CQ2156
 CQ2156  HISTORY     - Date     Condition        Report By
 CQ2156  HISTORY     - 1977     MONUMENTED       NGS
 CQ2156
 CQ2156                          STATION DESCRIPTION
 CQ2156
 CQ2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2156'4.1 MI NE FROM DIXIE.
 CQ2156'1.3 MILES NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2156'DIXIE, THENCE 0.3 MILE EAST ALONG A PASTURE ON A TRACK ROAD, THENCE
 CQ2156'2.5 MILES NORTH ALONG A LEVEE, 33 FEET NORTHWEST OF THE CENTER LINE
 CQ2156'OF THE LEVEE, AND 2 FEET SOUTHEAST OF A BARBED WIRE FENCE. THE
 CQ2156'WITNESS POST IS PAINTED ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2182 ***********************************************************************
 CQ2182  DESIGNATION -  T 307
 CQ2182  PID         -  CQ2182
 CQ2182  STATE/COUNTY-  LA/CADDO
 CQ2182  USGS QUAD   -  WARDVIEW (1971)
 CQ2182
 CQ2182                         *CURRENT SURVEY CONTROL
 CQ2182  ___________________________________________________________________
 CQ2182* NAD 83(1986)-  32 58 23.     (N)    093 50 06.     (W)     SCALED    
 CQ2182* NAVD 88     -        62.722  (meters)     205.78   (feet)  ADJUSTED  
 CQ2182  ___________________________________________________________________
 CQ2182  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CQ2182  DYNAMIC HT  -          62.654 (meters)     205.56  (feet)  COMP
 CQ2182  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CQ2182
 CQ2182  VERT ORDER  -  FIRST     CLASS I
 CQ2182
 CQ2182.The horizontal coordinates were scaled from a topographic map and have
 CQ2182.an estimated accuracy of +/- 6 seconds.
 CQ2182
 CQ2182.The orthometric height was determined by differential leveling
 CQ2182.and adjusted by the National Geodetic Survey in June 1991..
 CQ2182
 CQ2182.The geoid height was determined by GEOID03.
 CQ2182
 CQ2182.The dynamic height is computed by dividing the NAVD 88
 CQ2182.geopotential number by the normal gravity value computed on the
 CQ2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2182.degrees latitude (g = 980.6199 gals.).
 CQ2182
 CQ2182.The modeled gravity was interpolated from observed gravity values.
 CQ2182
 CQ2182;                    North         East    Units  Estimated Accuracy
 CQ2182;SPC LA N     -   274,990.      875,200.      MT  (+/- 180 meters Scaled)
 CQ2182
 CQ2182                          SUPERSEDED SURVEY CONTROL
 CQ2182
 CQ2182  NGVD 29 (??/??/??)   62.760  (m)          205.91   (f) ADJUSTED    1 1
 CQ2182
 CQ2182.Superseded values are not recommended for survey control.
 CQ2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2182.See file dsdata.txt to determine how the superseded data were derived.
 CQ2182
 CQ2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS219486(NAD 83)
 CQ2182_MARKER: DB = BENCH MARK DISK
 CQ2182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2182_SP_SET: COPPER-CLAD STEEL ROD
 CQ2182_STAMPING: T 307 1977
 CQ2182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2182
 CQ2182  HISTORY     - Date     Condition        Report By
 CQ2182  HISTORY     - 1977     MONUMENTED       NGS
 CQ2182
 CQ2182                          STATION DESCRIPTION
 CQ2182
 CQ2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2182'13.6 MI NORTH FROM GILLIAM.
 CQ2182'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 CQ2182'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 0.9 MILE EAST
 CQ2182'ALONG DOMINICK ROAD NUMBER 1, THENCE 4.0 MILES NORTH ALONG THE LEVEE
 CQ2182'58 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING THE LEVEE, 28
 CQ2182'FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE, 50 FEET NORTHWEST OF A
 CQ2182'BARBED WIRE FENCE CROSSING THE LEVEE, AND 2 FEET NORTHEAST OF A
 CQ2182'BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2428 ***********************************************************************
 CQ2428  DESIGNATION -  T 329
 CQ2428  PID         -  CQ2428
 CQ2428  STATE/COUNTY-  LA/BIENVILLE
 CQ2428  USGS QUAD   -  FRYEBURG (1986)
 CQ2428
 CQ2428                         *CURRENT SURVEY CONTROL
 CQ2428  ___________________________________________________________________
 CQ2428* NAD 83(1986)-  32 25 59.     (N)    093 11 55.     (W)     SCALED    
 CQ2428* NAVD 88     -        75.21   (+/-2cm)     246.8    (feet)  VERTCON   
 CQ2428  ___________________________________________________________________
 CQ2428  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2428
 CQ2428  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2428
 CQ2428.The horizontal coordinates were scaled from a topographic map and have
 CQ2428.an estimated accuracy of +/- 6 seconds.
 CQ2428
 CQ2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2428.The vertical order pertains to the NGVD 29 superseded value.
 CQ2428
 CQ2428.The geoid height was determined by GEOID03.
 CQ2428
 CQ2428;                    North         East    Units  Estimated Accuracy
 CQ2428;SPC LA N     -   214,540.      934,300.      MT  (+/- 180 meters Scaled)
 CQ2428
 CQ2428                          SUPERSEDED SURVEY CONTROL
 CQ2428
 CQ2428  NGVD 29 (??/??/??)   75.279  (m)          246.98   (f) ADJUSTED    1 1
 CQ2428
 CQ2428.Superseded values are not recommended for survey control.
 CQ2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2428.See file dsdata.txt to determine how the superseded data were derived.
 CQ2428
 CQ2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR813884(NAD 83)
 CQ2428_MARKER: DB = BENCH MARK DISK
 CQ2428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2428_SP_SET: 25 FT 5/8 IN ROD
 CQ2428_STAMPING: T 329 1977
 CQ2428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2428
 CQ2428  HISTORY     - Date     Condition        Report By
 CQ2428  HISTORY     - 1977     MONUMENTED       NGS
 CQ2428
 CQ2428                          STATION DESCRIPTION
 CQ2428
 CQ2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2428'4.6 MI NE FROM FRYEBURG.
 CQ2428'1.8 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2428'ERLY, 1.0 FEET EAST ALONG PARISH ROAD 171, THENCE 0.4 MILE SOUTH
 CQ2428'ALONG PARISH ROAD 170, THENCE 0.4 MILE WEST AND SOUTH ALONG A DIRT
 CQ2428'ROAD, 347 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, ON THE TOP OF
 CQ2428'A HILL, 271 FEET SOUTH OF A BARBED WIRE FENCH, 113 FT WEST OF A BARBED
 CQ2428'WIRE FENCE, 70 FEET NORTH OF MOST WESTERLY ONE OF TWO WELLS CONTAINING
 CQ2428'TILTMETER EQUIPMENT, IN LINE WITH A POWERLINE POLE, 9 FEET NORTH OF A
 CQ2428'GUY WIRE, AND 7 FT SOUTH OF THE END POWERLINE POLE WITH A TRANSFORMER,
 CQ2428'A GUY WIRE, AND A METER AND SWITCH BOX. DRIVEN TO GRADUAL REFUSAL AT
 CQ2428'40 FEET.
 CQ2428'ENCASED IN A PIPE PROJECTING +0 INCHES.
 CQ2428'20 FEET ABOVE ROAD
 CQ2428'3 FEET BELOW WELL
 CQ2428'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2459 ***********************************************************************
 CQ2459  DESIGNATION -  T 330
 CQ2459  PID         -  CQ2459
 CQ2459  STATE/COUNTY-  LA/BIENVILLE
 CQ2459  USGS QUAD   -  SALINE (1986)
 CQ2459
 CQ2459                         *CURRENT SURVEY CONTROL
 CQ2459  ___________________________________________________________________
 CQ2459* NAD 83(1986)-  32 14 32.     (N)    092 55 23.     (W)     SCALED    
 CQ2459* NAVD 88     -        61.38   (+/-2cm)     201.4    (feet)  VERTCON   
 CQ2459  ___________________________________________________________________
 CQ2459  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2459
 CQ2459  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2459
 CQ2459.The horizontal coordinates were scaled from a topographic map and have
 CQ2459.an estimated accuracy of +/- 6 seconds.
 CQ2459
 CQ2459.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2459.The vertical order pertains to the NGVD 29 superseded value.
 CQ2459
 CQ2459.The geoid height was determined by GEOID03.
 CQ2459
 CQ2459;                    North         East    Units  Estimated Accuracy
 CQ2459;SPC LA N     -   193,250.      960,130.      MT  (+/- 180 meters Scaled)
 CQ2459
 CQ2459                          SUPERSEDED SURVEY CONTROL
 CQ2459
 CQ2459  NGVD 29 (??/??/??)   61.437  (m)          201.56   (f) ADJUSTED    1 1
 CQ2459
 CQ2459.Superseded values are not recommended for survey control.
 CQ2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2459.See file dsdata.txt to determine how the superseded data were derived.
 CQ2459
 CQ2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR072672(NAD 83)
 CQ2459_MARKER: DB = BENCH MARK DISK
 CQ2459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2459_SP_SET: 20 FEET
 CQ2459_STAMPING: T 330 1977
 CQ2459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2459
 CQ2459  HISTORY     - Date     Condition        Report By
 CQ2459  HISTORY     - 1977     MONUMENTED       NGS
 CQ2459  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ2459
 CQ2459                          STATION DESCRIPTION
 CQ2459
 CQ2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2459'3.0 MI WEST FROM FRIENDSHIP.
 CQ2459'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ2459'STATE HIGHWAY 501 AT FRIENDSHIP, THENCE 0.4 MILE SOUTHEAST ALONG
 CQ2459'A TRACK ROAD, 16 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND
 CQ2459'1 FOOT EAST OF A WITNESS POST.
 CQ2459
 CQ2459                          STATION RECOVERY (1982)
 CQ2459
 CQ2459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ2459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1828 ***********************************************************************
 BW1828  DESIGNATION -  T 336
 BW1828  PID         -  BW1828
 BW1828  STATE/COUNTY-  LA/CONCORDIA
 BW1828  USGS QUAD   -  DEER PARK (1983)
 BW1828
 BW1828                         *CURRENT SURVEY CONTROL
 BW1828  ___________________________________________________________________
 BW1828* NAD 83(1986)-  31 22 59.     (N)    091 35 00.     (W)     SCALED    
 BW1828* NAVD 88     -        17.514  (meters)      57.46   (feet)  ADJUSTED  
 BW1828  ___________________________________________________________________
 BW1828  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BW1828  DYNAMIC HT  -          17.493 (meters)      57.39  (feet)  COMP
 BW1828  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 BW1828
 BW1828  VERT ORDER  -  FIRST     CLASS II
 BW1828
 BW1828.The horizontal coordinates were scaled from a topographic map and have
 BW1828.an estimated accuracy of +/- 6 seconds.
 BW1828
 BW1828.The orthometric height was determined by differential leveling
 BW1828.and adjusted by the National Geodetic Survey in February 1994..
 BW1828
 BW1828.The geoid height was determined by GEOID03.
 BW1828
 BW1828.The dynamic height is computed by dividing the NAVD 88
 BW1828.geopotential number by the normal gravity value computed on the
 BW1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1828.degrees latitude (g = 980.6199 gals.).
 BW1828
 BW1828.The modeled gravity was interpolated from observed gravity values.
 BW1828
 BW1828;                    North         East    Units  Estimated Accuracy
 BW1828;SPC LA N     -    98,280.    1,087,190.      MT  (+/- 180 meters Scaled)
 BW1828
 BW1828                          SUPERSEDED SURVEY CONTROL
 BW1828
 BW1828  NAVD 88 (06/15/91)   17.535  (m)           57.53   (f) UNKNOWN     1 2
 BW1828  NGVD 29 (??/??/??)   17.501  (m)           57.42   (f) ADJUSTED    1 2
 BW1828
 BW1828.Superseded values are not recommended for survey control.
 BW1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1828.See file dsdata.txt to determine how the superseded data were derived.
 BW1828
 BW1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ347729(NAD 83)
 BW1828_MARKER: DB = BENCH MARK DISK
 BW1828_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1828_SP_SET: STAINLESS STEEL ROD
 BW1828_STAMPING: T 336 1979
 BW1828_PROJECTION: RECESSED 5 CENTIMETERS
 BW1828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1828_ROD/PIPE-DEPTH: 7.62 meters
 BW1828
 BW1828  HISTORY     - Date     Condition        Report By
 BW1828  HISTORY     - 1979     MONUMENTED       NGS
 BW1828
 BW1828                          STATION DESCRIPTION
 BW1828
 BW1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1828'2.25 MI SOUTH FROM DEER PARK.
 BW1828'2.25 MILES SOUTH ALONG THE LOWER GRAVEL ROAD OF THE LEVEE FROM THE
 BW1828'JUNCTION OF STATE HIGHWAY 15 IN DEER PARK TO A BARBED WIRE FENCE
 BW1828'CROSSING OVER THE LEVEE AND THE MARK ON THE RIGHT SET AT THE SOUTHWEST
 BW1828'CORNER POST OF THE FENCE, 89 FEET WEST OF THE CENTER OF THE LEVEE
 BW1828'ROAD, 78 FEET WEST OF THE EAST IRON FENCE POST OF THE BARB WIRE
 BW1828'FENCE, 2.3 FEET NORTHEAST OF THE SOUTHWEST CORNER POST OF THE FENCE,
 BW1828'1.7 FEET NORTH OF THE FENCE, 1.5 FEET WEST OF THE OTHER FENCE.
 BW1828'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BW1828'THE MARK IS 18 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1876 ***********************************************************************
 BW1876  HT_MOD      -  This is a Height Modernization Survey Station.
 BW1876  DESIGNATION -  T 337
 BW1876  PID         -  BW1876
 BW1876  STATE/COUNTY-  LA/TENSAS
 BW1876  USGS QUAD   -  LAKE BRUIN (1994)
 BW1876
 BW1876                         *CURRENT SURVEY CONTROL
 BW1876  ___________________________________________________________________
 BW1876* NAD 83(1992)-  31 53 05.72380(N)    091 18 21.69127(W)     ADJUSTED  
 BW1876* NAVD 88     -        29.17   (meters)      95.7    (feet)  GPS OBS   
 BW1876  ___________________________________________________________________
 BW1876  X           -    -123,553.685 (meters)                     COMP
 BW1876  Y           -  -5,419,403.642 (meters)                     COMP
 BW1876  Z           -   3,349,604.829 (meters)                     COMP
 BW1876  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BW1876  ELLIP HEIGHT-           3.01  (meters)          (06/28/04) GPS OBS
 BW1876  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1876  DYNAMIC HT  -          29.13  (meters)      95.6   (feet)  COMP
 BW1876  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 BW1876
 BW1876  HORZ ORDER  -  B
 BW1876  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1876  ELLP ORDER  -  FOURTH    CLASS II
 BW1876
 BW1876.The horizontal coordinates were established by GPS observations
 BW1876.and adjusted by the National Geodetic Survey in June 2004..
 BW1876
 BW1876.The orthometric height was determined by GPS observations and a
 BW1876.high-resolution geoid model using precise GPS observation and
 BW1876.processing techniques. It supersedes the leveled height previously
 BW1876.determined for this station.
 BW1876.The vertical order pertains to the first NAVD 88 superseded value.
 BW1876
 BW1876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1876
 BW1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1876
 BW1876.The ellipsoidal height was determined by GPS observations
 BW1876.and is referenced to NAD 83.
 BW1876
 BW1876.The geoid height was determined by GEOID03.
 BW1876
 BW1876.The dynamic height is computed by dividing the NAVD 88
 BW1876.geopotential number by the normal gravity value computed on the
 BW1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1876.degrees latitude (g = 980.6199 gals.).
 BW1876
 BW1876.The modeled gravity was interpolated from observed gravity values.
 BW1876
 BW1876;                    North         East     Units Scale Factor Converg.
 BW1876;SPC LA N     -   154,175.360 1,112,951.202   MT  0.99991490   +0 37 52.5
 BW1876;SPC LA N     -   505,823.66  3,651,407.40   sFT  0.99991490   +0 37 52.5
 BW1876;UTM  15      - 3,528,931.678   660,214.875   MT  0.99991658   +0 53 41.9
 BW1876
 BW1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1876!SPC LA N     -   0.99999953  x   0.99991490  =   0.99991443
 BW1876!UTM  15      -   0.99999953  x   0.99991658  =   0.99991611
 BW1876
 BW1876                          SUPERSEDED SURVEY CONTROL
 BW1876
 BW1876  NAVD 88 (02/14/94)   29.248  (m)           95.96   (f) ADJUSTED    1 2
 BW1876  NAVD 88 (06/15/91)   29.259  (m)           95.99   (f) UNKNOWN     1 2
 BW1876  NGVD 29 (??/??/??)   29.260  (m)           96.00   (f) ADJUSTED    1 2
 BW1876
 BW1876.Superseded values are not recommended for survey control.
 BW1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1876.See file dsdata.txt to determine how the superseded data were derived.
 BW1876
 BW1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6021528932(NAD 83)
 BW1876_MARKER: DB = BENCH MARK DISK
 BW1876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1876_SP_SET: STAINLESS STEEL ROD
 BW1876_STAMPING: T 337 1979
 BW1876_PROJECTION: RECESSED 5 CENTIMETERS
 BW1876_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1876+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW1876_ROD/PIPE-DEPTH: 7.62 meters
 BW1876
 BW1876  HISTORY     - Date     Condition        Report By
 BW1876  HISTORY     - 1979     MONUMENTED       NGS
 BW1876  HISTORY     - 2003     GOOD             PYBURN
 BW1876
 BW1876                          STATION DESCRIPTION
 BW1876
 BW1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1876'8.15 MI NE FROM WATERPROOF.
 BW1876'8.15 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1876'THE WATER TANK AT THE JUNCTION OF 4TH STREET IN WATERPROOF, TO A
 BW1876'CATTLE GUARD AND THE MARK ON THE LEFT, 0.15 MILE EAST OF AN OIL WELL
 BW1876'AND A CLUSTER OF OIL TANKS, 9.5 FEET NORTH OF THE CENTER OF THE CATTLE
 BW1876'GUARD AND ROAD, 2 FEET NORTHWEST OF THE SOUTH FENCE POST AT THE NORTH
 BW1876'SIDE OF THE CATTLE GUARD, 1 FOOT WEST OF THE BARB WIRE FENCE.
 BW1876'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BW1876'THE MARK IS 1 FT BELOW ROAD.
 BW1876
 BW1876                          STATION RECOVERY (2003)
 BW1876
 BW1876'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW1876'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2310 ***********************************************************************
 CP2310  DESIGNATION -  T 338
 CP2310  PID         -  CP2310
 CP2310  STATE/COUNTY-  LA/MADISON
 CP2310  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2310
 CP2310                         *CURRENT SURVEY CONTROL
 CP2310  ___________________________________________________________________
 CP2310* NAD 83(1986)-  32 15 31.     (N)    090 59 08.     (W)     SCALED    
 CP2310* NAVD 88     -        32.592  (meters)     106.93   (feet)  ADJUSTED  
 CP2310  ___________________________________________________________________
 CP2310  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP2310  DYNAMIC HT  -          32.554 (meters)     106.80  (feet)  COMP
 CP2310  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CP2310
 CP2310  VERT ORDER  -  FIRST     CLASS II
 CP2310
 CP2310.The horizontal coordinates were scaled from a topographic map and have
 CP2310.an estimated accuracy of +/- 6 seconds.
 CP2310
 CP2310.The orthometric height was determined by differential leveling
 CP2310.and adjusted by the National Geodetic Survey in February 1994..
 CP2310
 CP2310.The geoid height was determined by GEOID03.
 CP2310
 CP2310.The dynamic height is computed by dividing the NAVD 88
 CP2310.geopotential number by the normal gravity value computed on the
 CP2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2310.degrees latitude (g = 980.6199 gals.).
 CP2310
 CP2310.The modeled gravity was interpolated from observed gravity values.
 CP2310
 CP2310;                    North         East    Units  Estimated Accuracy
 CP2310;SPC LA N     -   195,980.    1,142,690.      MT  (+/- 180 meters Scaled)
 CP2310
 CP2310                          SUPERSEDED SURVEY CONTROL
 CP2310
 CP2310  NAVD 88 (06/15/91)   32.593  (m)          106.93   (f) UNKNOWN     1 2
 CP2310  NGVD 29 (??/??/??)   32.622  (m)          107.03   (f) ADJUSTED    1 2
 CP2310
 CP2310.Superseded values are not recommended for survey control.
 CP2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2310.See file dsdata.txt to determine how the superseded data were derived.
 CP2310
 CP2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR897708(NAD 83)
 CP2310_MARKER: DB = BENCH MARK DISK
 CP2310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2310_SP_SET: STAINLESS STEEL ROD
 CP2310_STAMPING: T 338 1979
 CP2310_PROJECTION: RECESSED 5 CENTIMETERS
 CP2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2310_ROD/PIPE-DEPTH: 6.10 meters
 CP2310
 CP2310  HISTORY     - Date     Condition        Report By
 CP2310  HISTORY     - 1979     MONUMENTED       NGS
 CP2310
 CP2310                          STATION DESCRIPTION
 CP2310
 CP2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2310'6.55 MI SW FROM DELTA.
 CP2310'6.55 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2310'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, SET ON THE NORTHWEST
 CP2310'SIDE OF A CATTLE GUARD, 0.1 MILE SOUTHWEST OF THE JUNCTION OF GRAVEL
 CP2310'ROAD ON TOP OF A SPUR LEVEE LEADING SOUTHEAST, 13.5 FEET NORTHWEST OF
 CP2310'THE CENTER OF THE CATTLE GUARD AND ROAD, 2 FEET WEST OF THE SOUTHEAST
 CP2310'FENCE POST OF THE CATTLE GUARD AND 1 FOOT SOUTHWEST OF THE 4-FOOT
 CP2310'HIGH BARB WIRE FENCE.
 CP2310'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 CP2310'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2085 ***********************************************************************
 AU2085  DESIGNATION -  T 359
 AU2085  PID         -  AU2085
 AU2085  STATE/COUNTY-  LA/TERREBONNE
 AU2085  USGS QUAD   -  HUMPHREYS (1980)
 AU2085
 AU2085                         *CURRENT SURVEY CONTROL
 AU2085  ___________________________________________________________________
 AU2085* NAD 83(1992)-  29 34 20.69281(N)    090 45 47.10468(W)     ADJUSTED  
 AU2085* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU2085  **This station is located in a subsidence area (see below).
 AU2085  ___________________________________________________________________
 AU2085  X           -     -73,938.333 (meters)                     COMP
 AU2085  Y           -  -5,551,289.777 (meters)                     COMP
 AU2085  Z           -   3,129,227.164 (meters)                     COMP
 AU2085  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2085  ELLIP HEIGHT-         -22.74  (meters)          (02/21/02) GPS OBS
 AU2085  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AU2085  DYNAMIC HT  -           2.6   (meters)       9.    (feet)  COMP
 AU2085  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 AU2085
 AU2085  HORZ ORDER  -  FIRST
 AU2085  VERT ORDER  -  THIRD (See Below)
 AU2085  ELLP ORDER  -  FIFTH     CLASS I
 AU2085
 AU2085.The horizontal coordinates were established by GPS observations
 AU2085.and adjusted by the National Geodetic Survey in December 1998..
 AU2085
 AU2085 ** The orthometric height has not been validated since last determined
 AU2085 ** by differential leveling and should not be used for control purposes.
 AU2085 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2085 ** area with valid NAVD 88 orthometric heights.
 AU2085 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2085 ** epoch indicated which incorporates improved geoid heights for the
 AU2085 ** Southern Louisiana Subsidence area.
 AU2085 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2085.The orthometric height was scaled from a topographic map.
 AU2085.The vertical order pertains to the first NAVD 88 superseded value.
 AU2085
 AU2085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2085
 AU2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2085
 AU2085.The ellipsoidal height was determined by GPS observations
 AU2085.and is referenced to NAD 83.
 AU2085
 AU2085.The geoid height was determined by GEOID03.
 AU2085
 AU2085.The dynamic height is computed by dividing the NAVD 88
 AU2085.geopotential number by the normal gravity value computed on the
 AU2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2085.degrees latitude (g = 980.6199 gals.).
 AU2085
 AU2085.The modeled gravity was interpolated from observed gravity values.
 AU2085
 AU2085;                    North         East     Units Scale Factor Converg.
 AU2085;SPC LA S     -   119,009.633 1,055,252.719   MT  0.99995352   +0 17 06.5
 AU2085;SPC LA S     -   390,450.77  3,462,108.30   sFT  0.99995352   +0 17 06.5
 AU2085;UTM  15      - 3,273,495.249   716,692.627   MT  1.00017941   +1 06 15.8
 AU2085
 AU2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2085!SPC LA S     -   1.00000357  x   0.99995352  =   0.99995709
 AU2085!UTM  15      -   1.00000357  x   1.00017941  =   1.00018298
 AU2085
 AU2085:                Primary Azimuth Mark                     Grid Az
 AU2085:SPC LA S     -  T 359 AZIMUTH MARK                       144 31 00.4
 AU2085:UTM  15      -  T 359 AZIMUTH MARK                       143 41 51.1
 AU2085
 AU2085|---------------------------------------------------------------------|
 AU2085| PID    Reference Object                     Distance      Geod. Az  |
 AU2085|                                                           dddmmss.s |
 AU2085| AH6261 T 359 AZIMUTH MARK                  443.617 METERS 1444806.9 |
 AU2085|---------------------------------------------------------------------|
 AU2085
 AU2085                          SUPERSEDED SURVEY CONTROL
 AU2085
 AU2085  ELLIP H (12/17/98)  -22.70   (m)                       GP(       ) 4 2
 AU2085  NAVD 88 (06/15/91)    2.732  (m)            8.96   (f) UNKNOWN     1 2
 AU2085  NGVD 29 (??/??/??)    2.764  (m)            9.07   (f) ADJUSTED    1 2
 AU2085
 AU2085.Superseded values are not recommended for survey control.
 AU2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2085.See file dsdata.txt to determine how the superseded data were derived.
 AU2085
 AU2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1669373495(NAD 83)
 AU2085_MARKER: I = METAL ROD
 AU2085_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2085_SP_SET: STAINLESS STEEL ROD
 AU2085_STAMPING: T 359 1982
 AU2085_MARK LOGO: NGS   
 AU2085_PROJECTION: FLUSH
 AU2085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2085+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU2085_ROD/PIPE-DEPTH: 18.3 meters
 AU2085
 AU2085  HISTORY     - Date     Condition        Report By
 AU2085  HISTORY     - 1982     MONUMENTED       NGS
 AU2085  HISTORY     - 19930303 GOOD             NGS
 AU2085  HISTORY     - 19950103 GOOD             MPHI
 AU2085
 AU2085                          STATION DESCRIPTION
 AU2085
 AU2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2085'6.7 KM (4.15 MI) SW FROM HOUMA.
 AU2085'THE MARK IS 0.45 M BELOW HIGHWAY.
 AU2085'6.7 KILOMETERS (4.15 MILES) SOUTHWEST ALONG BARROW STREET (U.S.
 AU2085'HIGHWAY 90) FROM THE INTERSECTION OF EAST MAIN STREET IN HOUMA, TO THE
 AU2085'JUNCTION OF COTTONWOOD CT. AND THE MARK ON THE LEFT, 15.84 METERS
 AU2085'(52.0 FEET) SOUTHEAST OF THE CENTER LINE OF HIGHWAY 90, 10.68 METERS
 AU2085'(35.0 FEET) NORTHEAST OF THE CENTER LINE OF COTTONWOOD CT., 7.92
 AU2085'METERS (26.0 FEET) EAST OF A METAL POST SUPPORTING STOP SIGN AND ROAD
 AU2085'SIGN, 1.0 METER (3.3 FEET) NORTHWEST OF A FIRE HYDRANT.
 AU2085'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AU2085
 AU2085                          STATION RECOVERY (1993)
 AU2085
 AU2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2085'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE
 AU2085'IN HOUMA, THENCE 6.5 KM (4.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY
 AU2085'90, 15.9 SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.7 M (35.1 FT)
 AU2085'NORTHEAST OF THE CENTER OF COTTONWOOD COURT, AND 0.9 M (3.0 FT)
 AU2085'NORTHWEST OF A FIRE HYDRANT.  NOTE--ACCESS TO THE DATUM POINT IS
 AU2085'THROUGH A 5-INCH LOGO CAP.
 AU2085
 AU2085                          STATION RECOVERY (1995)
 AU2085
 AU2085'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU2085'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6261 ***********************************************************************
 AH6261  DESIGNATION -  T 359 AZIMUTH MARK
 AH6261  PID         -  AH6261
 AH6261  STATE/COUNTY-  LA/TERREBONNE
 AH6261  USGS QUAD   -  HUMPHREYS (1980)
 AH6261
 AH6261                         *CURRENT SURVEY CONTROL
 AH6261  ___________________________________________________________________
 AH6261* NAD 83(1992)-  29 34 08.91930(N)    090 45 37.60492(W)     ADJUSTED  
 AH6261* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6261  **This station is located in a subsidence area (see below).
 AH6261  ___________________________________________________________________
 AH6261  X           -     -73,685.021 (meters)                     COMP
 AH6261  Y           -  -5,551,470.919 (meters)                     COMP
 AH6261  Z           -   3,128,911.226 (meters)                     COMP
 AH6261  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6261  ELLIP HEIGHT-         -24.05  (meters)          (02/21/02) GPS OBS
 AH6261  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6261
 AH6261  HORZ ORDER  -  FIRST
 AH6261  ELLP ORDER  -  FIFTH     CLASS I
 AH6261
 AH6261.The horizontal coordinates were established by GPS observations
 AH6261.and adjusted by the National Geodetic Survey in December 1998..
 AH6261
 AH6261 ** The orthometric height has not been validated since last determined
 AH6261 ** by differential leveling and should not be used for control purposes.
 AH6261 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6261 ** area with valid NAVD 88 orthometric heights.
 AH6261 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6261 ** epoch indicated which incorporates improved geoid heights for the
 AH6261 ** Southern Louisiana Subsidence area.
 AH6261 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6261.The orthometric height was determined by GPS observations and a
 AH6261.high-resolution geoid model.
 AH6261
 AH6261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6261
 AH6261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6261
 AH6261.The ellipsoidal height was determined by GPS observations
 AH6261.and is referenced to NAD 83.
 AH6261
 AH6261.The geoid height was determined by GEOID03.
 AH6261
 AH6261;                    North         East     Units Scale Factor Converg.
 AH6261;SPC LA S     -   118,648.419 1,055,510.211   MT  0.99995394   +0 17 11.2
 AH6261;SPC LA S     -   389,265.69  3,462,953.08   sFT  0.99995394   +0 17 11.2
 AH6261;UTM  15      - 3,273,137.673   716,955.316   MT  1.00018082   +1 06 20.1
 AH6261
 AH6261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6261!SPC LA S     -   1.00000378  x   0.99995394  =   0.99995772
 AH6261!UTM  15      -   1.00000378  x   1.00018082  =   1.00018460
 AH6261
 AH6261:                Primary Azimuth Mark                     Grid Az
 AH6261:SPC LA S     -  T 359                                    324 31 00.4
 AH6261:UTM  15      -  T 359                                    323 41 51.5
 AH6261
 AH6261|---------------------------------------------------------------------|
 AH6261| PID    Reference Object                     Distance      Geod. Az  |
 AH6261|                                                           dddmmss.s |
 AH6261| AU2085 T 359                               443.617 METERS 3244811.6 |
 AH6261|---------------------------------------------------------------------|
 AH6261
 AH6261                          SUPERSEDED SURVEY CONTROL
 AH6261
 AH6261  ELLIP H (12/17/98)  -24.01   (m)                       GP(       ) 4 2
 AH6261
 AH6261.Superseded values are not recommended for survey control.
 AH6261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6261.See file dsdata.txt to determine how the superseded data were derived.
 AH6261
 AH6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1695573138(NAD 83)
 AH6261_MARKER: DD = SURVEY DISK
 AH6261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6261_STAMPING: T 359 AZ MK 1989
 AH6261_MARK LOGO: LA-109
 AH6261_PROJECTION: FLUSH
 AH6261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6261+STABILITY: SURFACE MOTION
 AH6261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6261+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6261
 AH6261  HISTORY     - Date     Condition        Report By
 AH6261  HISTORY     - 1990     MONUMENTED       GSENG
 AH6261
 AH6261                          STATION DESCRIPTION
 AH6261
 AH6261'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6261'MONUMENT IS LOCATED SOUTHWEST OF THE CITY OF HOUMA AT THE
 AH6261'INTERESECTION OF COTTONWOOD COURT AND ANISE STREET AT THE NORTHEAST
 AH6261'CORNER NEAR A FIRE HYDRANT.  INTERSECTION IS APPROXIMATELY 0.25 MI
 AH6261'(0.40 KM) SOUTHEAST OF U.S. HIGHWAY 90 AND COTTONWOOD COURT
 AH6261'INTERSECTION ALONG BIG BAYOU BLACK. TOWNSHIP 17 SOUTH RANGE 17 EAST
 AH6261'SECTION 104. MONUMENT IS A TERREBONNE PARISH L.I.S. BRASS DISK SET IN
 AH6261'CONCRETE AND IS RECESSED 0.15 FT (4.57 CM) BELOW THE GROUND SURFACE.
 AH6261'MONUMENT IS STAMPED T 359 AZ MK 1989. MONUMENT IS 3.40 FT (1.04 M)
 AH6261'EASTERLY OF THE SOUTHEAST PROPERTY CORNER OF NUMBER 119 COTTONWOOD
 AH6261'COURT, 24.07 FT (7.34 M) AND 22.36 FT (6.82 M) AND 19.43 FT (5.92 M)
 AH6261'FROM CROSSES CHISELED ON THE NORTHEASTERLY EDGE OF PAVEMENT OF
 AH6261'INTERSECTION, 34.00 FT (10.36 M) EAST OF THE CENTELRINE OF COTTONWOOD
 AH6261'COURT, 28.85 FT (8.79 M) NORTH OF THE CENTERLINE OF ANISE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1350 ***********************************************************************
 CQ1350  DESIGNATION -  T 37
 CQ1350  PID         -  CQ1350
 CQ1350  STATE/COUNTY-  LA/WEBSTER
 CQ1350  USGS QUAD   -  CULLEN (1981)
 CQ1350
 CQ1350                         *CURRENT SURVEY CONTROL
 CQ1350  ___________________________________________________________________
 CQ1350* NAD 83(1986)-  32 54 16.     (N)    093 26 28.     (W)     SCALED    
 CQ1350* NAVD 88     -        73.663  (meters)     241.68   (feet)  ADJUSTED  
 CQ1350  ___________________________________________________________________
 CQ1350  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1350  DYNAMIC HT  -          73.583 (meters)     241.41  (feet)  COMP
 CQ1350  MODELED GRAV-     979,545.1   (mgal)                       NAVD 88
 CQ1350
 CQ1350  VERT ORDER  -  SECOND    CLASS 0
 CQ1350
 CQ1350.The horizontal coordinates were scaled from a topographic map and have
 CQ1350.an estimated accuracy of +/- 6 seconds.
 CQ1350
 CQ1350.The orthometric height was determined by differential leveling
 CQ1350.and adjusted by the National Geodetic Survey in June 1991..
 CQ1350
 CQ1350.The geoid height was determined by GEOID03.
 CQ1350
 CQ1350.The dynamic height is computed by dividing the NAVD 88
 CQ1350.geopotential number by the normal gravity value computed on the
 CQ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1350.degrees latitude (g = 980.6199 gals.).
 CQ1350
 CQ1350.The modeled gravity was interpolated from observed gravity values.
 CQ1350
 CQ1350;                    North         East    Units  Estimated Accuracy
 CQ1350;SPC LA N     -   266,990.      911,950.      MT  (+/- 180 meters Scaled)
 CQ1350
 CQ1350                          SUPERSEDED SURVEY CONTROL
 CQ1350
 CQ1350  NGVD 29 (??/??/??)   73.729  (m)          241.89   (f) ADJUSTED    2 0
 CQ1350
 CQ1350.Superseded values are not recommended for survey control.
 CQ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1350.See file dsdata.txt to determine how the superseded data were derived.
 CQ1350
 CQ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS587407(NAD 83)
 CQ1350_MARKER: DB = BENCH MARK DISK
 CQ1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1350_STAMPING: T 37 1934
 CQ1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1350+STABILITY: SURFACE MOTION
 CQ1350
 CQ1350  HISTORY     - Date     Condition        Report By
 CQ1350  HISTORY     - 1934     MONUMENTED       CGS
 CQ1350  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1350  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ1350  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1350
 CQ1350                          STATION DESCRIPTION
 CQ1350
 CQ1350'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CQ1350'0.9 MI E FROM SAREPTA.
 CQ1350'0.9 MILES EAST ALONG STATE HIGHWAY 70 FROM SAREPTA, AT THE TOP OF A
 CQ1350'HILL, 97 YARDS EAST OF A ROAD LEADING SOUTH, 14 YARDS SOUTH OF THE
 CQ1350'HIGHWAY, AND 12 FEET WEST OF A 12 INCH PINE TREE.  SET IN THE TOP OF A
 CQ1350'CONCRETE POST.
 CQ1350
 CQ1350                          STATION RECOVERY (1978)
 CQ1350
 CQ1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ1350'MARK NOT FOUND.
 CQ1350
 CQ1350                          STATION RECOVERY (2002)
 CQ1350
 CQ1350'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2180 ***********************************************************************
 AU2180  DESIGNATION -  T 371
 AU2180  PID         -  AU2180
 AU2180  STATE/COUNTY-  LA/JEFFERSON
 AU2180  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2180
 AU2180                         *CURRENT SURVEY CONTROL
 AU2180  ___________________________________________________________________
 AU2180* NAD 83(1992)-  29 55 11.97629(N)    090 12 29.06738(W)     ADJUSTED  
 AU2180* NAVD 88     -         7.   **(meters)      23.   **(feet)  SCALED    
 AU2180  **This station is located in a subsidence area (see below).
 AU2180  ___________________________________________________________________
 AU2180  X           -     -20,092.293 (meters)                     COMP
 AU2180  Y           -  -5,532,632.769 (meters)                     COMP
 AU2180  Z           -   3,162,680.502 (meters)                     COMP
 AU2180  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2180  ELLIP HEIGHT-         -18.99  (meters)          (09/30/02) GPS OBS
 AU2180  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AU2180  DYNAMIC HT  -           7.1   (meters)      23.    (feet)  COMP
 AU2180  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 AU2180  OBS GRAVITY -     979,309.1   (mgal)                       GRAV_OBS
 AU2180
 AU2180  HORZ ORDER  -  FIRST
 AU2180  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2180  ELLP ORDER  -  FOURTH    CLASS II
 AU2180
 AU2180.The horizontal coordinates were established by GPS observations
 AU2180.and adjusted by the National Geodetic Survey in January 1993..
 AU2180
 AU2180 ** The orthometric height has not been validated since last determined
 AU2180 ** by differential leveling and should not be used for control purposes.
 AU2180 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2180 ** area with valid NAVD 88 orthometric heights.
 AU2180 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2180 ** epoch indicated which incorporates improved geoid heights for the
 AU2180 ** Southern Louisiana Subsidence area.
 AU2180 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2180.The orthometric height was scaled from a topographic map.
 AU2180.The vertical order pertains to the first NAVD 88 superseded value.
 AU2180
 AU2180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2180
 AU2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2180
 AU2180.The ellipsoidal height was determined by GPS observations
 AU2180.and is referenced to NAD 83.
 AU2180
 AU2180.The geoid height was determined by GEOID03.
 AU2180
 AU2180.The dynamic height is computed by dividing the NAVD 88
 AU2180.geopotential number by the normal gravity value computed on the
 AU2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2180.degrees latitude (g = 980.6199 gals.).
 AU2180
 AU2180.The modeled gravity was interpolated from observed gravity values.
 AU2180.The observed gravity was obtained from relative gravimeter ties
 AU2180.to the IGSN71 gravity network.
 AU2180
 AU2180;                    North         East     Units Scale Factor Converg.
 AU2180;SPC LA S     -   157,931.669 1,108,649.339   MT  0.99992673   +0 33 45.5
 AU2180;SPC LA S     -   518,147.48  3,637,293.71   sFT  0.99992673   +0 33 45.5
 AU2180;UTM  15      - 3,313,197.335   769,544.491   MT  1.00049650   +1 23 36.3
 AU2180
 AU2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2180!SPC LA S     -   1.00000298  x   0.99992673  =   0.99992971
 AU2180!UTM  15      -   1.00000298  x   1.00049650  =   1.00049948
 AU2180
 AU2180                          SUPERSEDED SURVEY CONTROL
 AU2180
 AU2180  ELLIP H (01/21/93)  -18.98   (m)                       GP(       ) 4 2
 AU2180  NAD 83(1986)-  29 55 11.99286(N)    090 12 29.06793(W) AD(       ) 1
 AU2180  NAD 27      -  29 55 11.25479(N)    090 12 28.79435(W) AD(       ) 1
 AU2180  NAVD 88 (02/14/94)    7.122  (m)           23.37   (f) UNKNOWN     1 2
 AU2180  NAVD 88 (06/15/91)    7.179  (m)           23.55   (f) UNKNOWN     1 2
 AU2180  NGVD 29 (??/??/??)    7.215  (m)           23.67   (f) ADJUSTED    1 2
 AU2180
 AU2180.Superseded values are not recommended for survey control.
 AU2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2180.See file dsdata.txt to determine how the superseded data were derived.
 AU2180
 AU2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6954413197(NAD 83)
 AU2180_MARKER: I = METAL ROD
 AU2180_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2180_SP_SET: STAINLESS STEEL ROD
 AU2180_STAMPING: T 371 1984
 AU2180_MARK LOGO: NGS   
 AU2180_PROJECTION: RECESSED 10 CENTIMETERS
 AU2180_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2180+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 AU2180_ROD/PIPE-DEPTH: 30.1 meters
 AU2180
 AU2180  HISTORY     - Date     Condition        Report By
 AU2180  HISTORY     - 1984     MONUMENTED       NGS
 AU2180  HISTORY     - 1984     GOOD             LA-051
 AU2180  HISTORY     - 1987     GOOD             LADTD
 AU2180  HISTORY     - 19941122 GOOD             NGS
 AU2180
 AU2180                          STATION DESCRIPTION
 AU2180
 AU2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2180'0.89 KM (0.55 MI) NORTH FROM AVONDALE.
 AU2180'0.89 KM (0.55 MI) NORTH ALONG AVONDALE GARDEN ROAD FROM THE JUNCTION
 AU2180'OF U.S. HIGHWAY 90 IN AVONDALE, LOCATED ON THE CREST OF THE LEVEE,
 AU2180'26.6 METERS (87.5 FT) NORTH OF THE CENTERLINE OF OF ROAD, 60.3 METERS
 AU2180'(198.0 FT) NORTHWEST OF THE CENTER OF T-JUNCTION OF AVONDALE GARDEN
 AU2180'ROAD, 19.2 METERS (63.0 FT) NORTH OF POWER LINE POLE WITH TWO GUY
 AU2180'WIRES, 3.6 METERS (12.0 FT) SOUTH OF THE CENTER OF LEVEE ROAD AND
 AU2180'0.6 METER (2.0 FT) EAST OF A WITNESS POST.
 AU2180'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 AU2180'THE MARK IS 5.50 M ABOVE AVONDALE GARDEN ROAD.
 AU2180
 AU2180                          STATION RECOVERY (1984)
 AU2180
 AU2180'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2180'RECOVERED IN GOOD CONDITION.
 AU2180
 AU2180                          STATION RECOVERY (1987)
 AU2180
 AU2180'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU2180'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU2180'A NEW DESCRIPTION FOLLOWS.
 AU2180'
 AU2180'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) WEST-NORTHWEST OF THE
 AU2180'JUNCTION OF U.S. HIGHWAY 90 AND 90 BUSINESS.
 AU2180'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTOR,
 AU2180'403 BARATARIA BOULEVARD, MARRERO, LA.  PHONE 504-340-0318.
 AU2180'
 AU2180'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AU2180'AVONDALE GARDEN ROAD, IN AVONDALE, GO NORTHEAST FOR
 AU2180'1.06 KM (0.65 MI) ON AVONDALE GARDEN ROAD TO A T-ROAD AT THE LEVEE.
 AU2180'TURN LEFT AND GO NORTHWEST FOR 0.06 KM (0.05 MI) ON STATE HIGHWAY
 AU2180'18 TO THE STATION ON THE RIGHT ON TOP OF THE LEVEE.
 AU2180'
 AU2180'THE STATION IS THE TOP CENTER OF A DATUM POINT ATTACHED TO A STEEL
 AU2180'ROD ABOUT 10 CM BELOW THE GROUND ACCESED THROUGH A STANDARD LOGO
 AU2180'CAP STAMPED---T 371 1984---, LOCATED 26.8 METERS (87.9 FT) NORTH
 AU2180'FROM THE CENTER OF THE HIGHWAY, 18.8 METERS (61.7 FT)
 AU2180'NORTH-NORTHEAST FROM A UTILITY POLE WITH A LIGHT AND METER
 AU2180'ATTACHED, 3.3 METERS (10.8 FT) SOUTH FROM THE CENTER OF THE LEVEE
 AU2180'ROAD, 0.3 METERS (1 FT) EAST FROM A FIBERGLASS WITNESS POST, AND
 AU2180'0.3 METERS (1 FT) WEST FROM A FIBERGLASS WITNESS POST.
 AU2180
 AU2180                          STATION RECOVERY (1994)
 AU2180
 AU2180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2180'19.2 KM (11.95 MI) EASTERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 AU2180'OF STATE HIGHWAY 52 IN LULING, 52.0 M (170.6 FT) WEST OF THE EXTENDED
 AU2180'CENTERLINE OF AVONDALE GARDEN ROAD, 26.7 M (87.6 FT) NORTH OF THE
 AU2180'HIGHWAY CENTERLINE, 18.7 M (61.4 FT) NORTH OF A UTILITY LIGHT POLE
 AU2180'WITH A METER ATTACHED, 5.5 M (18.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 AU2180'4.0 M (13.1 FT) SOUTH OF THE CENTER OF A LEVEE, 1.0 M (3.3 FT) BELOW
 AU2180'THE TOP OF THE LEVEE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 AU2180'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1603 ***********************************************************************
 CQ1603  DESIGNATION -  T 38
 CQ1603  PID         -  CQ1603
 CQ1603  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1603  USGS QUAD   -  CHESTNUT (1986)
 CQ1603
 CQ1603                         *CURRENT SURVEY CONTROL
 CQ1603  ___________________________________________________________________
 CQ1603* NAD 83(1986)-  32 03 51.     (N)    093 01 09.     (W)     SCALED    
 CQ1603* NAVD 88     -        76.31   (+/-2cm)     250.4    (feet)  VERTCON   
 CQ1603  ___________________________________________________________________
 CQ1603  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1603
 CQ1603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1603
 CQ1603.The horizontal coordinates were scaled from a topographic map and have
 CQ1603.an estimated accuracy of +/- 6 seconds.
 CQ1603
 CQ1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1603.The vertical order pertains to the NGVD 29 superseded value.
 CQ1603
 CQ1603.The geoid height was determined by GEOID03.
 CQ1603
 CQ1603;                    North         East    Units  Estimated Accuracy
 CQ1603;SPC LA N     -   173,550.      950,980.      MT  (+/- 180 meters Scaled)
 CQ1603
 CQ1603                          SUPERSEDED SURVEY CONTROL
 CQ1603
 CQ1603  NGVD 29 (??/??/??)   76.357  (m)          250.51   (f) ADJUSTED    2 0
 CQ1603
 CQ1603.Superseded values are not recommended for survey control.
 CQ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1603.See file dsdata.txt to determine how the superseded data were derived.
 CQ1603
 CQ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR981475(NAD 83)
 CQ1603_MARKER: DB = BENCH MARK DISK
 CQ1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1603_STAMPING: T 38 1934
 CQ1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1603+STABILITY: SURFACE MOTION
 CQ1603
 CQ1603  HISTORY     - Date     Condition        Report By
 CQ1603  HISTORY     - 1934     MONUMENTED       CGS
 CQ1603  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1603  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1603
 CQ1603                          STATION DESCRIPTION
 CQ1603
 CQ1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1603'0.6 MI W FROM CHESTNUT.
 CQ1603'ABOUT 0.6 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1603'THE STATION AT CHESTNUT, NATCHITOCHES PARISH, ABOUT 20 POLES SOUTHEAST
 CQ1603'OF MILEPOST 121, 42 FEET NORTHEAST OF THE TRACK, AND AT THE EDGE OF A
 CQ1603'GROUP OF PINE TREES.  A STANDARD DISK.  STAMPED T 38 1934 AND SET IN
 CQ1603'THE TOP OF A CONCRETE POST.
 CQ1603
 CQ1603                          STATION RECOVERY (1957)
 CQ1603
 CQ1603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1603'MARK NOT FOUND.
 CQ1603
 CQ1603                          STATION RECOVERY (1982)
 CQ1603
 CQ1603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3726 ***********************************************************************
 BJ3726  DESIGNATION -  T 381
 BJ3726  PID         -  BJ3726
 BJ3726  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3726  USGS QUAD   -  HAMMOND (1994)
 BJ3726
 BJ3726                         *CURRENT SURVEY CONTROL
 BJ3726  ___________________________________________________________________
 BJ3726* NAD 83(1986)-  30 30 41.     (N)    090 22 34.     (W)     SCALED    
 BJ3726* NAVD 88     -         9.182  (meters)      30.12   (feet)  ADJUSTED  
 BJ3726  ___________________________________________________________________
 BJ3726  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3726  DYNAMIC HT  -           9.170 (meters)      30.09  (feet)  COMP
 BJ3726  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 BJ3726
 BJ3726  VERT ORDER  -  FIRST     CLASS II
 BJ3726
 BJ3726.The horizontal coordinates were scaled from a topographic map and have
 BJ3726.an estimated accuracy of +/- 6 seconds.
 BJ3726
 BJ3726.The orthometric height was determined by differential leveling
 BJ3726.and adjusted by the National Geodetic Survey in February 1994..
 BJ3726
 BJ3726.The geoid height was determined by GEOID03.
 BJ3726
 BJ3726.The dynamic height is computed by dividing the NAVD 88
 BJ3726.geopotential number by the normal gravity value computed on the
 BJ3726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3726.degrees latitude (g = 980.6199 gals.).
 BJ3726
 BJ3726.The modeled gravity was interpolated from observed gravity values.
 BJ3726
 BJ3726;                    North         East    Units  Estimated Accuracy
 BJ3726;SPC LA S     -   223,340.    1,091,880.      MT  (+/- 180 meters Scaled)
 BJ3726
 BJ3726                          SUPERSEDED SURVEY CONTROL
 BJ3726
 BJ3726.No superseded survey control is available for this station.
 BJ3726
 BJ3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP518783(NAD 83)
 BJ3726_MARKER: I = METAL ROD
 BJ3726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3726_SP_SET: STAINLESS STEEL ROD
 BJ3726_STAMPING: T 381 1986
 BJ3726_MARK LOGO: NGS   
 BJ3726_PROJECTION: FLUSH
 BJ3726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3726_ROD/PIPE-DEPTH: 12.2 meters
 BJ3726
 BJ3726  HISTORY     - Date     Condition        Report By
 BJ3726  HISTORY     - 1986     MONUMENTED       NGS
 BJ3726
 BJ3726                          STATION DESCRIPTION
 BJ3726
 BJ3726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3726'8.4 KM (5.25 MI) NE FROM HAMMOND.
 BJ3726'8.4 KM (5.25 MI) NORTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3726'U.S. HIGHWAY BUSINESS 51 SOUTH IN HAMMOND TO THE MARK ON THE LEFT,
 BJ3726'0.5 KM (0.3 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 1064 LEADING
 BJ3726'NORTH, IN FRONT OF A ONE STORY BRICK HOUSE NUMBER 5357 OWNED BY MR.
 BJ3726'TALLO.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3726'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1597 ***********************************************************************
 CQ1597  DESIGNATION -  T 40
 CQ1597  PID         -  CQ1597
 CQ1597  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1597  USGS QUAD   -  CHESTNUT (1986)
 CQ1597
 CQ1597                         *CURRENT SURVEY CONTROL
 CQ1597  ___________________________________________________________________
 CQ1597* NAD 83(1986)-  32 03 51.     (N)    093 02 51.     (W)     SCALED    
 CQ1597* NAVD 88     -        63.52   (+/-2cm)     208.4    (feet)  VERTCON   
 CQ1597  ___________________________________________________________________
 CQ1597  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1597
 CQ1597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1597
 CQ1597.The horizontal coordinates were scaled from a topographic map and have
 CQ1597.an estimated accuracy of +/- 6 seconds.
 CQ1597
 CQ1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1597.The vertical order pertains to the NGVD 29 superseded value.
 CQ1597
 CQ1597.The geoid height was determined by GEOID03.
 CQ1597
 CQ1597;                    North         East    Units  Estimated Accuracy
 CQ1597;SPC LA N     -   173,560.      948,310.      MT  (+/- 180 meters Scaled)
 CQ1597
 CQ1597                          SUPERSEDED SURVEY CONTROL
 CQ1597
 CQ1597  NGVD 29 (??/??/??)   63.564  (m)          208.54   (f) ADJUSTED    2 0
 CQ1597
 CQ1597.Superseded values are not recommended for survey control.
 CQ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1597.See file dsdata.txt to determine how the superseded data were derived.
 CQ1597
 CQ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR955475(NAD 83)
 CQ1597_MARKER: DB = BENCH MARK DISK
 CQ1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1597_STAMPING: T 40 1934
 CQ1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1597+STABILITY: SURFACE MOTION
 CQ1597
 CQ1597  HISTORY     - Date     Condition        Report By
 CQ1597  HISTORY     - 1934     MONUMENTED       CGS
 CQ1597  HISTORY     - 1943     GOOD             LOCSUR
 CQ1597  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1597
 CQ1597                          STATION DESCRIPTION
 CQ1597
 CQ1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1597'2.2 MI NW FROM CHESTNUT.
 CQ1597'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 9 FROM THE LOUISIANA AND
 CQ1597'ARKANSAS RAILWAY STATION AT CHESTNUT, NATCHITOCHES PARISH, ABOUT 0.8
 CQ1597'MILE EAST OF A CEMETERY, ABOUT 400 FEET SOUTH OF A HOUSE, ABOUT 260
 CQ1597'FEET NORTH OF ANOTHER HOUSE, 45 FEET SOUTH OF THE CENTER LINE OF THE
 CQ1597'HIGHWAY, AND 80 FEET SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK,
 CQ1597'STAMPED T 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1597
 CQ1597                          STATION RECOVERY (1943)
 CQ1597
 CQ1597'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1597'RECOVERED IN GOOD CONDITION.
 CQ1597
 CQ1597                          STATION RECOVERY (1982)
 CQ1597
 CQ1597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0181 ***********************************************************************
 BX0181  DESIGNATION -  T 41
 BX0181  PID         -  BX0181
 BX0181  STATE/COUNTY-  LA/GRANT
 BX0181  USGS QUAD   -  TULLOS (1984)
 BX0181
 BX0181                         *CURRENT SURVEY CONTROL
 BX0181  ___________________________________________________________________
 BX0181* NAD 83(1986)-  31 45 38.     (N)    092 21 38.     (W)     SCALED    
 BX0181* NAVD 88     -        21.76   (+/-2cm)      71.4    (feet)  VERTCON   
 BX0181  ___________________________________________________________________
 BX0181  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0181
 BX0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0181
 BX0181.The horizontal coordinates were scaled from a topographic map and have
 BX0181.an estimated accuracy of +/- 6 seconds.
 BX0181
 BX0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0181.The vertical order pertains to the NGVD 29 superseded value.
 BX0181
 BX0181.The geoid height was determined by GEOID03.
 BX0181
 BX0181;                    North         East    Units  Estimated Accuracy
 BX0181;SPC LA N     -   139,770.    1,013,210.      MT  (+/- 180 meters Scaled)
 BX0181
 BX0181                          SUPERSEDED SURVEY CONTROL
 BX0181
 BX0181  NGVD 29 (??/??/??)   21.769  (m)           71.42   (f) ADJUSTED    2 0
 BX0181
 BX0181.Superseded values are not recommended for survey control.
 BX0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0181.See file dsdata.txt to determine how the superseded data were derived.
 BX0181
 BX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR605140(NAD 83)
 BX0181_MARKER: DB = BENCH MARK DISK
 BX0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0181_STAMPING: T 41 1935
 BX0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0181+STABILITY: SURFACE MOTION
 BX0181
 BX0181  HISTORY     - Date     Condition        Report By
 BX0181  HISTORY     - 1935     MONUMENTED       CGS
 BX0181  HISTORY     - 1954     MARK NOT FOUND   USGS
 BX0181
 BX0181                          STATION DESCRIPTION
 BX0181
 BX0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0181'1.2 MI SE FROM GEORGETOWN.
 BX0181'1.2 MI SE OF STATION ALONG THE L AND A R R 58 FEET N OF CENTER OF
 BX0181'TRACK.  AT LOG HAULERS CROSSING.  18 FEET NE OF ROAD.  239 FEET S OF
 BX0181'JONESVILLE GRAVEL HIGHWAY.  0.5 MILE E OF MILE POST 170.
 BX0181
 BX0181                          STATION RECOVERY (1954)
 BX0181
 BX0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BX0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1195 ***********************************************************************
 BK1195  DESIGNATION -  T 43
 BK1195  PID         -  BK1195
 BK1195  STATE/COUNTY-  LA/VERNON
 BK1195  USGS QUAD   -  STEEP GULLY (1972)
 BK1195
 BK1195                         *CURRENT SURVEY CONTROL
 BK1195  ___________________________________________________________________
 BK1195* NAD 83(1986)-  30 53 29.     (N)    092 50 30.     (W)     SCALED    
 BK1195* NAVD 88     -        44.39   (+/-2cm)     145.6    (feet)  VERTCON   
 BK1195  ___________________________________________________________________
 BK1195  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BK1195
 BK1195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1195
 BK1195.The horizontal coordinates were scaled from a topographic map and have
 BK1195.an estimated accuracy of +/- 6 seconds.
 BK1195
 BK1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1195.The vertical order pertains to the NGVD 29 superseded value.
 BK1195
 BK1195.The geoid height was determined by GEOID03.
 BK1195
 BK1195;                    North         East    Units  Estimated Accuracy
 BK1195;SPC LA N     -    43,450.      967,330.      MT  (+/- 180 meters Scaled)
 BK1195
 BK1195                          SUPERSEDED SURVEY CONTROL
 BK1195
 BK1195  NGVD 29 (??/??/??)   44.411  (m)          145.71   (f) ADJUSTED    2 0
 BK1195
 BK1195.Superseded values are not recommended for survey control.
 BK1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1195.See file dsdata.txt to determine how the superseded data were derived.
 BK1195
 BK1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ151175(NAD 83)
 BK1195_MARKER: DB = BENCH MARK DISK
 BK1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1195_STAMPING: T 43 1935
 BK1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1195+STABILITY: SURFACE MOTION
 BK1195
 BK1195  HISTORY     - Date     Condition        Report By
 BK1195  HISTORY     - 1935     MONUMENTED       CGS
 BK1195  HISTORY     - 1937     GOOD             CGS
 BK1195  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1195
 BK1195                          STATION DESCRIPTION
 BK1195
 BK1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 BK1195'3.4 MI NW FROM ELIZABETH.
 BK1195'IN VERNON PARISH, 3.4 MILES NORTHWEST ALONG THE GULF, COLORADO AND
 BK1195'SANTA FE RAILWAY FROM THE STATION AT ELIZABETH, ALLEN PARISH, 0.3 MILE
 BK1195'WEST OF MILEPOST 69, 60 FEET NORTHEAST OF A CATTLE GUARD, AT A ROAD
 BK1195'JUNCTION, 55 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET
 BK1195'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED T 43
 BK1195'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK1195
 BK1195                          STATION RECOVERY (2001)
 BK1195
 BK1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1913 ***********************************************************************
 BK1913  DESIGNATION -  T 44
 BK1913  PID         -  BK1913
 BK1913  STATE/COUNTY-  LA/BEAUREGARD
 BK1913  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK1913
 BK1913                         *CURRENT SURVEY CONTROL
 BK1913  ___________________________________________________________________
 BK1913* NAD 83(1986)-  30 44 40.     (N)    093 35 41.     (W)     SCALED    
 BK1913* NAVD 88     -        19.79   (+/-2cm)      64.9    (feet)  VERTCON   
 BK1913  ___________________________________________________________________
 BK1913  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK1913
 BK1913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1913
 BK1913.The horizontal coordinates were scaled from a topographic map and have
 BK1913.an estimated accuracy of +/- 6 seconds.
 BK1913
 BK1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1913.The vertical order pertains to the NGVD 29 superseded value.
 BK1913
 BK1913.The geoid height was determined by GEOID03.
 BK1913
 BK1913;                    North         East    Units  Estimated Accuracy
 BK1913;SPC LA S     -   250,930.      783,470.      MT  (+/- 180 meters Scaled)
 BK1913
 BK1913                          SUPERSEDED SURVEY CONTROL
 BK1913
 BK1913  NGVD 29 (??/??/??)   19.840  (m)           65.09   (f) ADJUSTED    2 0
 BK1913
 BK1913.Superseded values are not recommended for survey control.
 BK1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1913.See file dsdata.txt to determine how the superseded data were derived.
 BK1913
 BK1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ430014(NAD 83)
 BK1913_MARKER: DB = BENCH MARK DISK
 BK1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1913_STAMPING: T 44 1935
 BK1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1913+STABILITY: SURFACE MOTION
 BK1913
 BK1913  HISTORY     - Date     Condition        Report By
 BK1913  HISTORY     - 1935     MONUMENTED       CGS
 BK1913
 BK1913                          STATION DESCRIPTION
 BK1913
 BK1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1913'3.2 MI SW FROM MERRYVILLE.
 BK1913'3.2 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1913'THE STATION AT MERRYVILLE, BEAUREGARD PARISH, ABOUT 120 YARDS WEST
 BK1913'OF MILEPOST 19, EAST OF A BRIDGE AND 40 FEET NORTH OF THE CENTER
 BK1913'LINE OF THE TRACK. A STANDARD DISK, STAMPED "T 44 1935" AND SET IN
 BK1913'THE TOP OF A CONCRETE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1307 ***********************************************************************
 CQ1307  DESIGNATION -  T 47
 CQ1307  PID         -  CQ1307
 CQ1307  STATE/COUNTY-  LA/CLAIBORNE
 CQ1307  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ1307
 CQ1307                         *CURRENT SURVEY CONTROL
 CQ1307  ___________________________________________________________________
 CQ1307* NAD 83(1986)-  32 58 28.     (N)    093 04 15.     (W)     SCALED    
 CQ1307* NAVD 88     -        81.278  (meters)     266.66   (feet)  ADJUSTED  
 CQ1307  ___________________________________________________________________
 CQ1307  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1307  DYNAMIC HT  -          81.190 (meters)     266.37  (feet)  COMP
 CQ1307  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 CQ1307
 CQ1307  VERT ORDER  -  SECOND    CLASS 0
 CQ1307
 CQ1307.The horizontal coordinates were scaled from a topographic map and have
 CQ1307.an estimated accuracy of +/- 6 seconds.
 CQ1307
 CQ1307.The orthometric height was determined by differential leveling
 CQ1307.and adjusted by the National Geodetic Survey in June 1991..
 CQ1307
 CQ1307.The geoid height was determined by GEOID03.
 CQ1307
 CQ1307.The dynamic height is computed by dividing the NAVD 88
 CQ1307.geopotential number by the normal gravity value computed on the
 CQ1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1307.degrees latitude (g = 980.6199 gals.).
 CQ1307
 CQ1307.The modeled gravity was interpolated from observed gravity values.
 CQ1307
 CQ1307;                    North         East    Units  Estimated Accuracy
 CQ1307;SPC LA N     -   274,510.      946,630.      MT  (+/- 180 meters Scaled)
 CQ1307
 CQ1307                          SUPERSEDED SURVEY CONTROL
 CQ1307
 CQ1307  NGVD 29 (??/??/??)   81.353  (m)          266.91   (f) ADJUSTED    2 0
 CQ1307
 CQ1307.Superseded values are not recommended for survey control.
 CQ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1307.See file dsdata.txt to determine how the superseded data were derived.
 CQ1307
 CQ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS933484(NAD 83)
 CQ1307_MARKER: DB = BENCH MARK DISK
 CQ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1307_STAMPING: T 47 1934
 CQ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1307+STABILITY: SURFACE MOTION
 CQ1307
 CQ1307  HISTORY     - Date     Condition        Report By
 CQ1307  HISTORY     - 1934     MONUMENTED       CGS
 CQ1307  HISTORY     - 1946     MARK NOT FOUND   CGS
 CQ1307  HISTORY     - 1968     MARK NOT FOUND   USGS
 CQ1307
 CQ1307                          STATION DESCRIPTION
 CQ1307
 CQ1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CQ1307'4.4 MI E FROM HAYNESVILLE.
 CQ1307'4.4 MILES EAST ALONG STATE HIGHWAY 70 FROM HAYNESVILLE, CLAIBORNE
 CQ1307'PARISH, 0.05 MILE EAST OF A T-ROAD LEADING NORTH, 30 FEET SOUTH OF THE
 CQ1307'CENTERLINE OF THE HIGHWAY, 12 FEET WEST OF THE CENTERLINE OF A T-ROAD
 CQ1307'LEADING SOUTH TO A FARMHOUSE, 6 FEET SOUTHWEST OF A FENCE CORNER, AND
 CQ1307'3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 47
 CQ1307'1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1307
 CQ1307                          STATION RECOVERY (1968)
 CQ1307
 CQ1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CQ1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0937 ***********************************************************************
 CQ0937  DESIGNATION -  T 48
 CQ0937  PID         -  CQ0937
 CQ0937  STATE/COUNTY-  LA/JACKSON
 CQ0937  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ0937
 CQ0937                         *CURRENT SURVEY CONTROL
 CQ0937  ___________________________________________________________________
 CQ0937* NAD 83(1986)-  32 14 33.     (N)    092 43 08.     (W)     SCALED    
 CQ0937* NAVD 88     -        62.80   (+/-2cm)     206.0    (feet)  VERTCON   
 CQ0937  ___________________________________________________________________
 CQ0937  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0937
 CQ0937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0937
 CQ0937.The horizontal coordinates were scaled from a topographic map and have
 CQ0937.an estimated accuracy of +/- 6 seconds.
 CQ0937
 CQ0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0937.The vertical order pertains to the NGVD 29 superseded value.
 CQ0937
 CQ0937.The geoid height was determined by GEOID03.
 CQ0937
 CQ0937;                    North         East    Units  Estimated Accuracy
 CQ0937;SPC LA N     -   193,220.      979,370.      MT  (+/- 180 meters Scaled)
 CQ0937
 CQ0937                          SUPERSEDED SURVEY CONTROL
 CQ0937
 CQ0937  NGVD 29 (??/??/??)   62.848  (m)          206.19   (f) ADJUSTED    2 0
 CQ0937
 CQ0937.Superseded values are not recommended for survey control.
 CQ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0937.See file dsdata.txt to determine how the superseded data were derived.
 CQ0937
 CQ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR264673(NAD 83)
 CQ0937_MARKER: DB = BENCH MARK DISK
 CQ0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0937_SP_SET: FOOTING
 CQ0937_STAMPING: T 48 1934
 CQ0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0937
 CQ0937  HISTORY     - Date     Condition        Report By
 CQ0937  HISTORY     - 1934     MONUMENTED       CGS
 CQ0937  HISTORY     - 1935     GOOD             CGS
 CQ0937  HISTORY     - 1943     GOOD             CGS
 CQ0937
 CQ0937                          STATION DESCRIPTION
 CQ0937
 CQ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0937'IN JONESBORO.
 CQ0937'SET HORIZONTAL IN THE CONCRETE FOOTING OF THE TWO SPHERICAL COLUMNS ON
 CQ0937'THE EAST SIDE OF THE SOUTH ENTRANCE TO THE OLD HIGH SCHOOL BUILDING
 CQ0937'(NOW USED AS A GRADE SCHOOL).
 CQ0937
 CQ0937                          STATION RECOVERY (1943)
 CQ0937
 CQ0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CQ0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0542 ***********************************************************************
 CQ0542  DESIGNATION -  T 49
 CQ0542  PID         -  CQ0542
 CQ0542  STATE/COUNTY-  LA/JACKSON
 CQ0542  USGS QUAD   -  CHATHAM (1982)
 CQ0542
 CQ0542                         *CURRENT SURVEY CONTROL
 CQ0542  ___________________________________________________________________
 CQ0542* NAD 83(1986)-  32 18 43.     (N)    092 26 40.     (W)     SCALED    
 CQ0542* NAVD 88     -        48.87   (+/-2cm)     160.3    (feet)  VERTCON   
 CQ0542  ___________________________________________________________________
 CQ0542  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CQ0542
 CQ0542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0542
 CQ0542.The horizontal coordinates were scaled from a topographic map and have
 CQ0542.an estimated accuracy of +/- 6 seconds.
 CQ0542
 CQ0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0542.The vertical order pertains to the NGVD 29 superseded value.
 CQ0542
 CQ0542.The geoid height was determined by GEOID03.
 CQ0542
 CQ0542;                    North         East    Units  Estimated Accuracy
 CQ0542;SPC LA N     -   200,900.    1,005,230.      MT  (+/- 180 meters Scaled)
 CQ0542
 CQ0542                          SUPERSEDED SURVEY CONTROL
 CQ0542
 CQ0542  NGVD 29 (??/??/??)   48.911  (m)          160.47   (f) ADJUSTED    2 0
 CQ0542
 CQ0542.Superseded values are not recommended for survey control.
 CQ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0542.See file dsdata.txt to determine how the superseded data were derived.
 CQ0542
 CQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR522751(NAD 83)
 CQ0542_MARKER: DB = BENCH MARK DISK
 CQ0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0542_SP_SET: FOUNDATION
 CQ0542_STAMPING: T 49 1935
 CQ0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0542
 CQ0542  HISTORY     - Date     Condition        Report By
 CQ0542  HISTORY     - 1935     MONUMENTED       CGS
 CQ0542  HISTORY     - 1950     GOOD             CGS
 CQ0542  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0542
 CQ0542                          STATION DESCRIPTION
 CQ0542
 CQ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0542'0.4 MI NE FROM CHATHAM.
 CQ0542'0.4 MILE NORTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM CHATHAM,
 CQ0542'JACKSON PARISH, 39 YARDS SOUTHWEST OF THE SOUTHWEST END OF BRIDGE NO.
 CQ0542'16.35, 19 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AT A PUMPING
 CQ0542'STATION NEAR THE WATER TANK, IN THE FACE OF THE CONCRETE FOUNDATION,
 CQ0542'10 INCHES NORTHWEST OF THE SOUTH CORNER, AND 8 INCHES BELOW THE TOP OF
 CQ0542'THE FOUNDATION.  A STANDARD DISK, STAMPED T 49 1935 AND SET
 CQ0542'VERTICALLY.
 CQ0542
 CQ0542                          STATION RECOVERY (1978)
 CQ0542
 CQ0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1105 ***********************************************************************
 CQ1105  DESIGNATION -  T 57
 CQ1105  PID         -  CQ1105
 CQ1105  STATE/COUNTY-  LA/LINCOLN
 CQ1105  USGS QUAD   -  DUBACH (1985)
 CQ1105
 CQ1105                         *CURRENT SURVEY CONTROL
 CQ1105  ___________________________________________________________________
 CQ1105* NAD 83(1986)-  32 37 32.     (N)    092 39 12.     (W)     SCALED    
 CQ1105* NAVD 88     -        41.247  (meters)     135.32   (feet)  ADJUSTED  
 CQ1105  ___________________________________________________________________
 CQ1105  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1105  DYNAMIC HT  -          41.201 (meters)     135.17  (feet)  COMP
 CQ1105  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CQ1105
 CQ1105  VERT ORDER  -  SECOND    CLASS 0
 CQ1105
 CQ1105.The horizontal coordinates were scaled from a topographic map and have
 CQ1105.an estimated accuracy of +/- 6 seconds.
 CQ1105
 CQ1105.The orthometric height was determined by differential leveling
 CQ1105.and adjusted by the National Geodetic Survey in June 1991..
 CQ1105
 CQ1105.The geoid height was determined by GEOID03.
 CQ1105
 CQ1105.The dynamic height is computed by dividing the NAVD 88
 CQ1105.geopotential number by the normal gravity value computed on the
 CQ1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1105.degrees latitude (g = 980.6199 gals.).
 CQ1105
 CQ1105.The modeled gravity was interpolated from observed gravity values.
 CQ1105
 CQ1105;                    North         East    Units  Estimated Accuracy
 CQ1105;SPC LA N     -   235,690.      985,610.      MT  (+/- 180 meters Scaled)
 CQ1105
 CQ1105                          SUPERSEDED SURVEY CONTROL
 CQ1105
 CQ1105  NGVD 29 (??/??/??)   41.326  (m)          135.58   (f) ADJUSTED    2 0
 CQ1105
 CQ1105.Superseded values are not recommended for survey control.
 CQ1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1105.See file dsdata.txt to determine how the superseded data were derived.
 CQ1105
 CQ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS325098(NAD 83)
 CQ1105_MARKER: DB = BENCH MARK DISK
 CQ1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1105_STAMPING: T57 1934
 CQ1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1105+STABILITY: SURFACE MOTION
 CQ1105
 CQ1105  HISTORY     - Date     Condition        Report By
 CQ1105  HISTORY     - 1934     MONUMENTED       CGS
 CQ1105  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1105
 CQ1105                          STATION DESCRIPTION
 CQ1105
 CQ1105'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1105'6.7 MI S FROM DUBACH.
 CQ1105'6.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 CQ1105'FROM DUBACH, LINCOLN PARISH, ABOUT 280 YARDS SOUTH OF BRIDGE 147.8,
 CQ1105'AND 44 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 CQ1105'STAMPED T 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0230 ***********************************************************************
 CQ0230  DESIGNATION -  T 58
 CQ0230  PID         -  CQ0230
 CQ0230  STATE/COUNTY-  LA/UNION
 CQ0230  USGS QUAD   -  MARION EAST (1988)
 CQ0230
 CQ0230                         *CURRENT SURVEY CONTROL
 CQ0230  ___________________________________________________________________
 CQ0230* NAD 83(1986)-  32 58 54.     (N)    092 12 24.     (W)     SCALED    
 CQ0230* NAVD 88     -        32.45   (+/-2cm)     106.5    (feet)  VERTCON   
 CQ0230  ___________________________________________________________________
 CQ0230  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ0230
 CQ0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0230
 CQ0230.The horizontal coordinates were scaled from a topographic map and have
 CQ0230.an estimated accuracy of +/- 6 seconds.
 CQ0230
 CQ0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0230.WARNING-Repeat measurements at this control monument indicate possible
 CQ0230.vertical movement.
 CQ0230.The vertical order pertains to the NGVD 29 superseded value.
 CQ0230
 CQ0230.The geoid height was determined by GEOID03.
 CQ0230
 CQ0230;                    North         East    Units  Estimated Accuracy
 CQ0230;SPC LA N     -   275,210.    1,027,420.      MT  (+/- 180 meters Scaled)
 CQ0230
 CQ0230                          SUPERSEDED SURVEY CONTROL
 CQ0230
 CQ0230  NGVD 29 (??/??/??)   32.526  (m)          106.71   (f) ADJUSTED    2 0
 CQ0230
 CQ0230.Superseded values are not recommended for survey control.
 CQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0230.See file dsdata.txt to determine how the superseded data were derived.
 CQ0230
 CQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS741495(NAD 83)
 CQ0230_MARKER: DB = BENCH MARK DISK
 CQ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0230_STAMPING: T 58 1934
 CQ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0230+STABILITY: SURFACE MOTION
 CQ0230
 CQ0230  HISTORY     - Date     Condition        Report By
 CQ0230  HISTORY     - 1934     MONUMENTED       CGS
 CQ0230  HISTORY     - 1972     GOOD             LADTD
 CQ0230
 CQ0230                          STATION DESCRIPTION
 CQ0230
 CQ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0230'1.0 MI SW FROM LITRO.
 CQ0230'1.0 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0230'STATION AT LITRO, UNION PARISH, OPPOSITE MILEPOST 531+15, 73 FEET
 CQ0230'SOUTHEAST OF A FARMHOUSE, AND 60 FEET NORTHWEST OF THE CENTERLINE OF
 CQ0230'THE TRACK.  A STANDARD DISK, STAMPED T 58 1934 AND SET IN THE TOP OF A
 CQ0230'CONCRETE POST.
 CQ0230
 CQ0230                          STATION RECOVERY (1972)
 CQ0230
 CQ0230'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 CQ0230'ABOUT 6.1 MILES NORTH ALONG LOUISIANA 33 FROM INTERSECTION OF
 CQ0230'LOUISIANA HIGHWAY 143 AND LOUISIANA HIGHWAY 33 IN MARION THENCE 1.1
 CQ0230'MILES ALONG LOUISIANA HIGHWAY 826 FROM INTERSECTION OF LOUISIANA
 CQ0230'HIGHWAY 33 AND INTERSECTION LOUISIANA HIGHWAY 826 TO INTERSECTION OF
 CQ0230'LOUISIANA HIGHWAY 826 AND PARISH ROAD RUNNING SOUTH, THENCE ALONG
 CQ0230'PARISH ROAD 0.6 MILES TO POINT WHERE PARISH ROAD TURNS DUE WEST, 1.7
 CQ0230'MILES SOUTHEAST OF COMMUNITY OF SADIE, 187 FEET SOUTHEAST OF
 CQ0230'CENTERLINE OF PARISH ROAD AT 90 DEGREE TURN, 32.4 FEET SOUTHEAST FROM
 CQ0230'FENCE CORNER, 11 FEET SOUTH COMBINATION MESH AND BARBED WIRE FENCE, 67
 CQ0230'FEET NORTHWEST OLD DUMMY LINE, 12.5 FEET SOUTHEAST OF 30 INCH RED OAK
 CQ0230'TREE, 73.8 FEET SOUTH OF SOUTHWEST CORNER OF FRAME RESIDENCE, A
 CQ0230'STANDARD DISC SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CQ0230'THE GROUND, A METAL WITNESS POST IS SET 1.3 FEET SOUTH OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0017 ***********************************************************************
 BK0017  DESIGNATION -  T 59
 BK0017  PID         -  BK0017
 BK0017  STATE/COUNTY-  LA/AVOYELLES
 BK0017  USGS QUAD   -  BUNKIE (1992)
 BK0017
 BK0017                         *CURRENT SURVEY CONTROL
 BK0017  ___________________________________________________________________
 BK0017* NAD 83(1986)-  30 52 58.     (N)    092 14 17.     (W)     SCALED    
 BK0017* NAVD 88     -        13.81   (+/-2cm)      45.3    (feet)  VERTCON   
 BK0017  ___________________________________________________________________
 BK0017  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK0017
 BK0017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0017
 BK0017.The horizontal coordinates were scaled from a topographic map and have
 BK0017.an estimated accuracy of +/- 6 seconds.
 BK0017
 BK0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0017.The vertical order pertains to the NGVD 29 superseded value.
 BK0017
 BK0017.The geoid height was determined by GEOID03.
 BK0017
 BK0017;                    North         East    Units  Estimated Accuracy
 BK0017;SPC LA N     -    42,470.    1,025,050.      MT  (+/- 180 meters Scaled)
 BK0017
 BK0017                          SUPERSEDED SURVEY CONTROL
 BK0017
 BK0017  NGVD 29 (??/??/??)   13.789  (m)           45.24   (f) ADJUSTED    2 0
 BK0017
 BK0017.Superseded values are not recommended for survey control.
 BK0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0017.See file dsdata.txt to determine how the superseded data were derived.
 BK0017
 BK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ728168(NAD 83)
 BK0017_MARKER: DB = BENCH MARK DISK
 BK0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0017_STAMPING: T 59 1935
 BK0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0017+STABILITY: SURFACE MOTION
 BK0017
 BK0017  HISTORY     - Date     Condition        Report By
 BK0017  HISTORY     - 1935     MONUMENTED       CGS
 BK0017
 BK0017                          STATION DESCRIPTION
 BK0017
 BK0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0017'2.9 MI NE FROM SAINT LANDRY.
 BK0017'IN AVOYELLES PARISH, 2.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC
 BK0017'RAILWAY FROM SAINT LANDRY, EVANGELINE PARISH, AT THE
 BK0017'AVOYELLES-EVANGELINE PARISH LINE, AND 27 FEET WEST OF THE CENTERLINE
 BK0017'OF THE TRACK.  A STANDARD DISK, STAMPED T 59 1935 AND SET IN THE TOP
 BK0017'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1935 ***********************************************************************
 BX1935  DESIGNATION -  T 67
 BX1935  PID         -  BX1935
 BX1935  STATE/COUNTY-  LA/VERNON
 BX1935  USGS QUAD   -  SIMPSON NORTH (1954)
 BX1935
 BX1935                         *CURRENT SURVEY CONTROL
 BX1935  ___________________________________________________________________
 BX1935* NAD 83(1986)-  31 15 13.     (N)    093 02 42.     (W)     SCALED    
 BX1935* NAVD 88     -        89.61   (+/-2cm)     294.0    (feet)  VERTCON   
 BX1935  ___________________________________________________________________
 BX1935  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BX1935
 BX1935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1935
 BX1935.The horizontal coordinates were scaled from a topographic map and have
 BX1935.an estimated accuracy of +/- 6 seconds.
 BX1935
 BX1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1935.The vertical order pertains to the NGVD 29 superseded value.
 BX1935
 BX1935.The geoid height was determined by GEOID03.
 BX1935
 BX1935;                    North         East    Units  Estimated Accuracy
 BX1935;SPC LA N     -    83,690.      948,090.      MT  (+/- 180 meters Scaled)
 BX1935
 BX1935                          SUPERSEDED SURVEY CONTROL
 BX1935
 BX1935  NGVD 29 (??/??/??)   89.658  (m)          294.15   (f) ADJUSTED    2 0
 BX1935
 BX1935.Superseded values are not recommended for survey control.
 BX1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1935.See file dsdata.txt to determine how the superseded data were derived.
 BX1935
 BX1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ957577(NAD 83)
 BX1935_MARKER: DB = BENCH MARK DISK
 BX1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1935_STAMPING: T 67 1935
 BX1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1935+STABILITY: SURFACE MOTION
 BX1935
 BX1935  HISTORY     - Date     Condition        Report By
 BX1935  HISTORY     - 1935     MONUMENTED       CGS
 BX1935  HISTORY     - 1968     GOOD             LADTD
 BX1935  HISTORY     - 19940611 GOOD             USPSQD
 BX1935  HISTORY     - 20010331 GOOD             NGS
 BX1935
 BX1935                          STATION DESCRIPTION
 BX1935
 BX1935'DESCRIBED BY LA TRANSP AND DEV 1968
 BX1935'2.3 MI SW FROM SIMPSON.
 BX1935'ABOUT 2.3 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE HIGH
 BX1935'SCHOOL AT SIMPSON.  252 FEET SOUTH OF THE TOP OF A HILL.  33 FEET
 BX1935'NORTHWEST OF THE CENTERLINE OF LOUISIANA HIGHWAY 8.  2 FEET WEST OF A
 BX1935'NORTH AND SOUTH FENCE ON THE NORTHWEST SIDE OF LOUISIANA HIGHWAY 8.
 BX1935'DISK IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  A STEEL
 BX1935'WITNESS POST IS SET 1 FOOT SOUTHEAST OF THE MARK.
 BX1935
 BX1935                          STATION RECOVERY (1994)
 BX1935
 BX1935'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1935'RECOVERED IN GOOD CONDITION.
 BX1935
 BX1935                          STATION RECOVERY (2001)
 BX1935
 BX1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1935'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2522 ***********************************************************************
 BX2522  DESIGNATION -  T 68
 BX2522  PID         -  BX2522
 BX2522  STATE/COUNTY-  LA/RAPIDES
 BX2522  USGS QUAD   -  CHENEYVILLE (1992)
 BX2522
 BX2522                         *CURRENT SURVEY CONTROL
 BX2522  ___________________________________________________________________
 BX2522* NAD 83(1986)-  31 00 01.     (N)    092 16 12.     (W)     SCALED    
 BX2522* NAVD 88     -        19.79   (+/-2cm)      64.9    (feet)  VERTCON   
 BX2522  ___________________________________________________________________
 BX2522  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BX2522
 BX2522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2522
 BX2522.The horizontal coordinates were scaled from a topographic map and have
 BX2522.an estimated accuracy of +/- 6 seconds.
 BX2522
 BX2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2522.The vertical order pertains to the NGVD 29 superseded value.
 BX2522
 BX2522.The geoid height was determined by GEOID03.
 BX2522
 BX2522;                    North         East    Units  Estimated Accuracy
 BX2522;SPC LA N     -    55,490.    1,021,970.      MT  (+/- 180 meters Scaled)
 BX2522
 BX2522                          SUPERSEDED SURVEY CONTROL
 BX2522
 BX2522  NGVD 29 (??/??/??)   19.767  (m)           64.85   (f) ADJUSTED    2 0
 BX2522
 BX2522.Superseded values are not recommended for survey control.
 BX2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2522.See file dsdata.txt to determine how the superseded data were derived.
 BX2522
 BX2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ696298(NAD 83)
 BX2522_MARKER: DB = BENCH MARK DISK
 BX2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2522_STAMPING: T 68 1935
 BX2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2522+STABILITY: SURFACE MOTION
 BX2522
 BX2522  HISTORY     - Date     Condition        Report By
 BX2522  HISTORY     - 1935     MONUMENTED       CGS
 BX2522  HISTORY     - 1960     GOOD             NGS
 BX2522  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2522
 BX2522                          STATION DESCRIPTION
 BX2522
 BX2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BX2522'1.2 MI S FROM CHENEYVILLE.
 BX2522'LOCATED 1.2 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX2522'STATION AT CHENEYVILLE, IN THE NORTHWEST ANGLE OF A ROAD CROSSING.  IT
 BX2522'IS 2 FEET SOUTH OF THE 6TH POLE NORTH OF MILEPOST 169, 29 FEET WEST
 BX2522'OF THE WEST RAIL OF THE TRACK, 42 FEET NORTHWEST OF THE CENTER OF THE
 BX2522'ROAD CROSSING , 2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 66.5 FEET
 BX2522'WEST OF TELEPHONE NO. 5749, AND 1 FOOT EAST OF A METAL WITNESS POST.
 BX2522'IT IS A STANDARD DISK, STAMPED T 68 1935, SET IN THE TOP OF A PRECAST
 BX2522'CONCRETE POST, PROJECTING 6 INCHES AND ABOUT 3 FEET BELOW THE LEVEL OF
 BX2522'THE TRACKS.
 BX2522
 BX2522                          STATION RECOVERY (1999)
 BX2522
 BX2522'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1801 ***********************************************************************
 BJ1801  DESIGNATION -  T 75
 BJ1801  PID         -  BJ1801
 BJ1801  STATE/COUNTY-  LA/ST HELENA
 BJ1801  USGS QUAD   -  GREENSBURG (1981)
 BJ1801
 BJ1801                         *CURRENT SURVEY CONTROL
 BJ1801  ___________________________________________________________________
 BJ1801* NAD 83(1986)-  30 49 28.     (N)    090 37 30.     (W)     SCALED    
 BJ1801* NAVD 88     -        69.45   (+/-2cm)     227.9    (feet)  VERTCON   
 BJ1801  ___________________________________________________________________
 BJ1801  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1801
 BJ1801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1801
 BJ1801.The horizontal coordinates were scaled from a topographic map and have
 BJ1801.an estimated accuracy of +/- 6 seconds.
 BJ1801
 BJ1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1801.The vertical order pertains to the NGVD 29 superseded value.
 BJ1801
 BJ1801.The geoid height was determined by GEOID03.
 BJ1801
 BJ1801;                    North         East    Units  Estimated Accuracy
 BJ1801;SPC LA S     -   257,870.    1,067,770.      MT  (+/- 180 meters Scaled)
 BJ1801
 BJ1801                          SUPERSEDED SURVEY CONTROL
 BJ1801
 BJ1801  NGVD 29 (??/??/??)   69.464  (m)          227.90   (f) ADJUSTED    2 0
 BJ1801
 BJ1801.Superseded values are not recommended for survey control.
 BJ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1801.See file dsdata.txt to determine how the superseded data were derived.
 BJ1801
 BJ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ271125(NAD 83)
 BJ1801_MARKER: DB = BENCH MARK DISK
 BJ1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1801_STAMPING: T 75 1935
 BJ1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1801+STABILITY: SURFACE MOTION
 BJ1801
 BJ1801  HISTORY     - Date     Condition        Report By
 BJ1801  HISTORY     - 1935     MONUMENTED       CGS
 BJ1801  HISTORY     - 1954     GOOD             CGS
 BJ1801  HISTORY     - 1955     MARK NOT FOUND   USGS
 BJ1801
 BJ1801                          STATION DESCRIPTION
 BJ1801
 BJ1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1801'3.1 MI E FROM GREENSBURG.
 BJ1801'3.1 MILES EAST ALONG STATE HIGHWAY 35 FROM THE METHODIST CHURCH AT
 BJ1801'GREENSBURG, SAINT HELENA PARISH, AT A ROAD INTERSECTION, 51 FEET SOUTH
 BJ1801'OF THE CENTERLINE OF THE HIGHWAY, 22 FEET WEST OF THE NORTH-AND-SOUTH
 BJ1801'ROAD, AND 10 FEET SOUTH OF A SIDE ROAD LEADING SOUTHWEST. A STANDARD
 BJ1801'DISK, STAMPED T 75 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BJ1801
 BJ1801                          STATION RECOVERY (1955)
 BJ1801
 BJ1801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BJ1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1249 ***********************************************************************
 BJ1249  DESIGNATION -  T 80
 BJ1249  PID         -  BJ1249
 BJ1249  STATE/COUNTY-  LA/WASHINGTON
 BJ1249  USGS QUAD   -  FRANKLINTON (1983)
 BJ1249
 BJ1249                         *CURRENT SURVEY CONTROL
 BJ1249  ___________________________________________________________________
 BJ1249* NAD 83(1986)-  30 47 21.     (N)    090 10 04.     (W)     SCALED    
 BJ1249* NAVD 88     -        56.70   (+/-2cm)     186.0    (feet)  VERTCON   
 BJ1249  ___________________________________________________________________
 BJ1249  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ1249
 BJ1249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1249
 BJ1249.The horizontal coordinates were scaled from a topographic map and have
 BJ1249.an estimated accuracy of +/- 6 seconds.
 BJ1249
 BJ1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1249.The vertical order pertains to the NGVD 29 superseded value.
 BJ1249
 BJ1249.The geoid height was determined by GEOID03.
 BJ1249
 BJ1249;                    North         East    Units  Estimated Accuracy
 BJ1249;SPC LA S     -   254,320.    1,111,560.      MT  (+/- 180 meters Scaled)
 BJ1249
 BJ1249                          SUPERSEDED SURVEY CONTROL
 BJ1249
 BJ1249  NGVD 29 (??/??/??)   56.791  (m)          186.32   (f) ADJUSTED    2 0
 BJ1249
 BJ1249.Superseded values are not recommended for survey control.
 BJ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1249.See file dsdata.txt to determine how the superseded data were derived.
 BJ1249
 BJ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ710096(NAD 83)
 BJ1249_MARKER: DB = BENCH MARK DISK
 BJ1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1249_STAMPING: T 80 1935 186
 BJ1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1249+STABILITY: SURFACE MOTION
 BJ1249
 BJ1249  HISTORY     - Date     Condition        Report By
 BJ1249  HISTORY     - 1935     MONUMENTED       CGS
 BJ1249  HISTORY     - 1955     GOOD             CGS
 BJ1249
 BJ1249                          STATION DESCRIPTION
 BJ1249
 BJ1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1249'4.7 MI S FROM FRANKLINTON.
 BJ1249'LOCATED 4.7 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE IN
 BJ1249'FRANKLINTON, AT THE NORTH END OF A CUT, NEAR THE TOP OF A HILL, 95
 BJ1249'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY LEADING WEST OF A HOUSE ON
 BJ1249'THE WEST SIDE OF THE ROAD WITH IMMITATION BRICK SIDING, 76 FEET NORTH
 BJ1249'OF POWER POLE G/49 WITH TRANSFORMER, 27 FEET EAST OF THE CENTERLINE OF
 BJ1249'THE HIGHWAY AND 7 FEET WEST OF A ROW OF POLES.  IT IS A STANDARD DISK,
 BJ1249'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL
 BJ1249'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1250 ***********************************************************************
 BJ1250  DESIGNATION -  T 80 RESET 1961
 BJ1250  PID         -  BJ1250
 BJ1250  STATE/COUNTY-  LA/WASHINGTON
 BJ1250  USGS QUAD   -  FRANKLINTON (1983)
 BJ1250
 BJ1250                         *CURRENT SURVEY CONTROL
 BJ1250  ___________________________________________________________________
 BJ1250* NAD 83(1992)-  30 47 23.00898(N)    090 10 07.53391(W)     ADJUSTED  
 BJ1250* NAVD 88     -        58.367  (meters)     191.49   (feet)  ADJUSTED  
 BJ1250  ___________________________________________________________________
 BJ1250  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ1250  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ1250  DYNAMIC HT  -          58.291 (meters)     191.24  (feet)  COMP
 BJ1250  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BJ1250
 BJ1250  HORZ ORDER  -  SECOND
 BJ1250  VERT ORDER  -  SECOND    CLASS I
 BJ1250
 BJ1250.The horizontal coordinates were established by classical geodetic methods
 BJ1250.and adjusted by the National Geodetic Survey in May 1994..
 BJ1250
 BJ1250.The orthometric height was determined by differential leveling
 BJ1250.and adjusted by the National Geodetic Survey in February 1994..
 BJ1250
 BJ1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1250
 BJ1250.The geoid height was determined by GEOID03.
 BJ1250
 BJ1250.The dynamic height is computed by dividing the NAVD 88
 BJ1250.geopotential number by the normal gravity value computed on the
 BJ1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1250.degrees latitude (g = 980.6199 gals.).
 BJ1250
 BJ1250.The modeled gravity was interpolated from observed gravity values.
 BJ1250
 BJ1250;                    North         East     Units Scale Factor Converg.
 BJ1250;SPC LA S     -   254,377.285 1,111,465.421   MT  1.00002031   +0 34 56.3
 BJ1250;SPC LA S     -   834,569.48  3,646,532.80   sFT  1.00002031   +0 34 56.3
 BJ1250;UTM  15      - 3,409,726.843   770,931.514   MT  1.00050559   +1 27 00.6
 BJ1250
 BJ1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1250!SPC LA S     -   0.99999515  x   1.00002031  =   1.00001546
 BJ1250!UTM  15      -   0.99999515  x   1.00050559  =   1.00050074
 BJ1250
 BJ1250                          SUPERSEDED SURVEY CONTROL
 BJ1250
 BJ1250  NAD 83(1992)-  30 47 23.00890(N)    090 10 07.53374(W) AD(       ) 2
 BJ1250  NAD 83(1986)-  30 47 23.02495(N)    090 10 07.53130(W) AD(       ) 2
 BJ1250  NGVD 29 (??/??/??)   58.44   (m)          191.7    (f) RESET       3  
 BJ1250
 BJ1250.Superseded values are not recommended for survey control.
 BJ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1250.See file dsdata.txt to determine how the superseded data were derived.
 BJ1250
 BJ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7093209727(NAD 83)
 BJ1250_MARKER: DB = BENCH MARK DISK
 BJ1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1250_STAMPING: T 80 RESET 1961
 BJ1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1250+STABILITY: SURFACE MOTION
 BJ1250
 BJ1250  HISTORY     - Date     Condition        Report By
 BJ1250  HISTORY     - 1961     MONUMENTED       CGS
 BJ1250  HISTORY     - 1982     GOOD             LADTD
 BJ1250
 BJ1250                          STATION DESCRIPTION
 BJ1250
 BJ1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BJ1250'4.7 MI S FROM FRANKLINTON.
 BJ1250'THIS MARK IS LOCATED 4.7 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE
 BJ1250'COURTHOUSE AT FRANKLINTON, 2.3 MILES SOUTH OF THE JUNCTION WITH STATE
 BJ1250'HIGHWAY 16, 0.3 MILE NORTH OF A BRIDGE, 80 FEET WEST OF THE CENTER OF
 BJ1250'THE HIGHWAY AT STATION 1335-00, CORNER OF A HOUSE WITH GRAY ABESTOS
 BJ1250'SIDING, 128 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE HOUSE,
 BJ1250'25.5 FEET EAST OF THE CENTER OF A DIM TRACK ROAD PARALLELING THE
 BJ1250'HIGHWAY, 8.5 FEET NORTHEAST OF A 12-INCH PINE TREE, AND 1 FOOT
 BJ1250'NORTHWEST OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED T 80
 BJ1250'RESET 1961, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BJ1250'PROJECTING 4 INCHES ABOVE THE GROUND.
 BJ1250
 BJ1250                          STATION RECOVERY (1982)
 BJ1250
 BJ1250'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1149 ***********************************************************************
 BJ1149  DESIGNATION -  T 94
 BJ1149  PID         -  BJ1149
 BJ1149  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1149  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1149
 BJ1149                         *CURRENT SURVEY CONTROL
 BJ1149  ___________________________________________________________________
 BJ1149* NAD 83(1986)-  30 20 50.     (N)    091 09 20.     (W)     SCALED    
 BJ1149* NAVD 88     -         8.13   (+/-2cm)      26.7    (feet)  VERTCON   
 BJ1149  ___________________________________________________________________
 BJ1149  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ1149
 BJ1149  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1149
 BJ1149.The horizontal coordinates were scaled from a topographic map and have
 BJ1149.an estimated accuracy of +/- 6 seconds.
 BJ1149
 BJ1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1149.The vertical order pertains to the NGVD 29 superseded value.
 BJ1149
 BJ1149.The geoid height was determined by GEOID03.
 BJ1149
 BJ1149;                    North         East    Units  Estimated Accuracy
 BJ1149;SPC LA S     -   204,770.    1,017,090.      MT  (+/- 180 meters Scaled)
 BJ1149
 BJ1149                          SUPERSEDED SURVEY CONTROL
 BJ1149
 BJ1149  NGVD 29 (??/??/??)    8.159  (m)           26.77   (f) ADJUSTED    1 2
 BJ1149
 BJ1149.Superseded values are not recommended for survey control.
 BJ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1149.See file dsdata.txt to determine how the superseded data were derived.
 BJ1149
 BJ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP772587(NAD 83)
 BJ1149_MARKER: DB = BENCH MARK DISK
 BJ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1149_STAMPING: T 94 1938 27
 BJ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1149+STABILITY: SURFACE MOTION
 BJ1149
 BJ1149  HISTORY     - Date     Condition        Report By
 BJ1149  HISTORY     - 1938     MONUMENTED       CGS
 BJ1149  HISTORY     - 1964     GOOD             CGS
 BJ1149  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1149
 BJ1149                          STATION DESCRIPTION
 BJ1149
 BJ1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1149'0.7 MI NW FROM BURTVILLE.
 BJ1149'ABOUT 0.7 MILE NORTHWEST ALONG STATE 327 (RIVER ROAD) FROM THE
 BJ1149'JUNCTION OF STATE HIGHWAY 30 AT BURTVILLE, IN A LARGE OPEN PASTURE, 57
 BJ1149'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 133 FEET SOUTHWEST OF A
 BJ1149'LARGE ROUND WATER TANK THAT IS ABOUT 10 FEET HIGH, 24 1/2 FEET NORTH
 BJ1149'OF POWER LINE POLE, 240 FEET EAST OF A METAL BARN, 5 FEET WEST OF THE
 BJ1149'CENTER OF A DITCH, 3 FEET NORTH OF A 4-BY-6-FOOT WITNESS POST, 2 FEET
 BJ1149'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BJ1149'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1149
 BJ1149                          STATION RECOVERY (1976)
 BJ1149
 BJ1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1149'AREA HAS BEEN PLOWED. A GOOD SIZE PORTION OF THE CONCRETE POST WAS
 BJ1149'FOUND, BUT THE DISK WAS NOT RETRIEVED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0755 ***********************************************************************
 BX0755  DESIGNATION -  T 96
 BX0755  PID         -  BX0755
 BX0755  STATE/COUNTY-  LA/RAPIDES
 BX0755  USGS QUAD   -  ALEXANDRIA (1992)
 BX0755
 BX0755                         *CURRENT SURVEY CONTROL
 BX0755  ___________________________________________________________________
 BX0755* NAD 83(1986)-  31 17 14.     (N)    092 24 33.     (W)     SCALED    
 BX0755* NAVD 88     -        22.71   (+/-2cm)      74.5    (feet)  VERTCON   
 BX0755  ___________________________________________________________________
 BX0755  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX0755
 BX0755  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0755
 BX0755.The horizontal coordinates were scaled from a topographic map and have
 BX0755.an estimated accuracy of +/- 6 seconds.
 BX0755
 BX0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0755.The vertical order pertains to the NGVD 29 superseded value.
 BX0755
 BX0755.The geoid height was determined by GEOID03.
 BX0755
 BX0755;                    North         East    Units  Estimated Accuracy
 BX0755;SPC LA N     -    87,290.    1,008,650.      MT  (+/- 180 meters Scaled)
 BX0755
 BX0755                          SUPERSEDED SURVEY CONTROL
 BX0755
 BX0755  NGVD 29 (??/??/??)   22.700  (m)           74.47   (f) ADJUSTED    1 2
 BX0755
 BX0755.Superseded values are not recommended for survey control.
 BX0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0755.See file dsdata.txt to determine how the superseded data were derived.
 BX0755
 BX0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ562615(NAD 83)
 BX0755_MARKER: DB = BENCH MARK DISK
 BX0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0755_STAMPING: T 96 1938
 BX0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0755+STABILITY: SURFACE MOTION
 BX0755
 BX0755  HISTORY     - Date     Condition        Report By
 BX0755  HISTORY     - 1938     MONUMENTED       CGS
 BX0755  HISTORY     - 1962     MARK NOT FOUND   CGS
 BX0755  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0755  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0755
 BX0755                          STATION DESCRIPTION
 BX0755
 BX0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX0755'2.75 MI SE FROM ALEXANDRIA.
 BX0755'LOCATED ABOUT 2.75 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 1 FROM THE
 BX0755'COURTHOUSE IN ALEXANDRIA, ABOUT 2 MILES SOUTHEAST OF THE PEABODY
 BX0755'SCHOOL, ABOUT 1 MILE SOUTHEAST OF THE ALEXANDRIA FAIR GROUNDS, 42 FEET
 BX0755'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY 6 FEET SOUTHWEST OF A SIGN
 BX0755'HOLSOME BREAD, 4 FEET NORTHEAST OF A FENCE AND AT A FENCE CORNER. A
 BX0755'STANDARD DISK, STAMPED T 96 1938 AND SET IN THE TOP OF A CONCRETE
 BX0755'POST.
 BX0755
 BX0755                          STATION RECOVERY (1966)
 BX0755
 BX0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BX0755'MARK NOT FOUND.
 BX0755
 BX0755                          STATION RECOVERY (1999)
 BX0755
 BX0755'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1695 ***********************************************************************
 BX1695  DESIGNATION -  T 97
 BX1695  PID         -  BX1695
 BX1695  STATE/COUNTY-  LA/NATCHITOCHES
 BX1695  USGS QUAD   -  PROVENCAL (1992)
 BX1695
 BX1695                         *CURRENT SURVEY CONTROL
 BX1695  ___________________________________________________________________
 BX1695* NAD 83(1986)-  31 38 39.     (N)    093 11 06.     (W)     SCALED    
 BX1695* NAVD 88     -        41.31   (+/-2cm)     135.5    (feet)  VERTCON   
 BX1695  ___________________________________________________________________
 BX1695  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1695
 BX1695  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1695
 BX1695.The horizontal coordinates were scaled from a topographic map and have
 BX1695.an estimated accuracy of +/- 6 seconds.
 BX1695
 BX1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1695.The vertical order pertains to the NGVD 29 superseded value.
 BX1695
 BX1695.The geoid height was determined by GEOID03.
 BX1695
 BX1695;                    North         East    Units  Estimated Accuracy
 BX1695;SPC LA N     -   127,070.      935,030.      MT  (+/- 180 meters Scaled)
 BX1695
 BX1695                          SUPERSEDED SURVEY CONTROL
 BX1695
 BX1695  NGVD 29 (??/??/??)   41.361  (m)          135.70   (f) ADJUSTED    1 2
 BX1695
 BX1695.Superseded values are not recommended for survey control.
 BX1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1695.See file dsdata.txt to determine how the superseded data were derived.
 BX1695
 BX1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR824010(NAD 83)
 BX1695_MARKER: DB = BENCH MARK DISK
 BX1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1695_STAMPING: T 97 1938
 BX1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1695+STABILITY: SURFACE MOTION
 BX1695
 BX1695  HISTORY     - Date     Condition        Report By
 BX1695  HISTORY     - 1938     MONUMENTED       CGS
 BX1695  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX1695  HISTORY     - 1980     MARK NOT FOUND   USGS
 BX1695  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1695  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1695
 BX1695                          STATION DESCRIPTION
 BX1695
 BX1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1695'1.2 MI SE FROM PROVENCAL.
 BX1695'ABOUT 1.2 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1695'STATION AT PROVENCAL, NATCHITOCHES PARISH, 55 FEET SOUTHEAST OF
 BX1695'MILEPOST 245, ABOUT 255 FEET NORTHWEST OF TRESTLE 244.9, AND 75 FEET
 BX1695'NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK,
 BX1695'STAMPED T 97 1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX1695
 BX1695                          STATION RECOVERY (1957)
 BX1695
 BX1695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX1695'MARK NOT FOUND.
 BX1695
 BX1695                          STATION RECOVERY (1980)
 BX1695
 BX1695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BX1695'MARK NOT FOUND.
 BX1695
 BX1695                          STATION RECOVERY (1995)
 BX1695
 BX1695'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1695'MARK NOT FOUND.
 BX1695
 BX1695                          STATION RECOVERY (2001)
 BX1695
 BX1695'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1967 ***********************************************************************
 BX1967  DESIGNATION -  T 99
 BX1967  PID         -  BX1967
 BX1967  STATE/COUNTY-  LA/SABINE
 BX1967  USGS QUAD   -  FLORIEN (1997)
 BX1967
 BX1967                         *CURRENT SURVEY CONTROL
 BX1967  ___________________________________________________________________
 BX1967* NAD 83(1986)-  31 25 43.     (N)    093 27 24.     (W)     SCALED    
 BX1967* NAVD 88     -        71.357  (meters)     234.11   (feet)  ADJUSTED  
 BX1967  ___________________________________________________________________
 BX1967  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX1967  DYNAMIC HT  -          71.268 (meters)     233.82  (feet)  COMP
 BX1967  MODELED GRAV-     979,396.2   (mgal)                       NAVD 88
 BX1967
 BX1967  VERT ORDER  -  SECOND    CLASS 0
 BX1967
 BX1967.The horizontal coordinates were scaled from a topographic map and have
 BX1967.an estimated accuracy of +/- 6 seconds.
 BX1967
 BX1967.The orthometric height was determined by differential leveling
 BX1967.and adjusted by the National Geodetic Survey in February 1994..
 BX1967
 BX1967.The geoid height was determined by GEOID03.
 BX1967
 BX1967.The dynamic height is computed by dividing the NAVD 88
 BX1967.geopotential number by the normal gravity value computed on the
 BX1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1967.degrees latitude (g = 980.6199 gals.).
 BX1967
 BX1967.The modeled gravity was interpolated from observed gravity values.
 BX1967
 BX1967;                    North         East    Units  Estimated Accuracy
 BX1967;SPC LA N     -   103,360.      909,050.      MT  (+/- 180 meters Scaled)
 BX1967
 BX1967                          SUPERSEDED SURVEY CONTROL
 BX1967
 BX1967  NGVD 29 (??/??/??)   71.433  (m)          234.36   (f) ADJUSTED    2 0
 BX1967
 BX1967.Superseded values are not recommended for survey control.
 BX1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1967.See file dsdata.txt to determine how the superseded data were derived.
 BX1967
 BX1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ566771(NAD 83)
 BX1967_MARKER: DB = BENCH MARK DISK
 BX1967_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX1967_SP_SET: HEADWALL
 BX1967_STAMPING: T 99 1938
 BX1967_MARK LOGO: CGS   
 BX1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1967+STABILITY: SURFACE MOTION
 BX1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1967+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 BX1967
 BX1967  HISTORY     - Date     Condition        Report By
 BX1967  HISTORY     - 1938     MONUMENTED       CGS
 BX1967  HISTORY     - 1954     GOOD             CGS
 BX1967  HISTORY     - 19890712 GOOD             LADTD
 BX1967
 BX1967                          STATION DESCRIPTION
 BX1967
 BX1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BX1967'1.1 MI S FROM FLORIEN.
 BX1967'1.1 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1967'STATION AT FLORIEN, SABINE PARISH, AT A WOODEN TRESTLE, IN THE TOP OF
 BX1967'THE EAST END OF THE NORTH CONCRETE ABUTMENT, AND 5 FEET EAST OF THE
 BX1967'EAST RAIL.  A STANDARD DISK, STAMPED T 99 1938.
 BX1967
 BX1967                          STATION RECOVERY (1989)
 BX1967
 BX1967'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX1967'THE STATION IS LOCATED ABOUT 36.6 KM (22.7 MI) NORTH OF LEESVILLE AND
 BX1967'ABOUT 16.8 KM (10.4 MI) SOUTH OF MANY.  OWNERSHIP--KANSAS CITY
 BX1967'SOUTHERN RAILROAD.
 BX1967'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX1967'HIGHWAY 6 AT THE ST. JOHN CATHOLIC CHURCH IN MANY, GO SOUTH FOR 16.8
 BX1967'KM (10.4 MI) TO THE STATION ON THE RIGHT SET IN A HEADWALL FOR A
 BX1967'DRAIN UNDER THE RAILROAD TRACKS.
 BX1967'THE STATION IS 1.5 M (4.9 FT) EAST FROM THE EAST RAIL SET IN THE
 BX1967'NORTHEAST CORNER OF THE HEADWALL.  STATION IS 1.5 M (4.9 FT) BELOW
 BX1967'THE RAILROAD AND 0.91 M (2.99 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2455 ***********************************************************************
 AU2455  DESIGNATION -  T20S R11E GLO 1961
 AU2455  PID         -  AU2455
 AU2455  STATE/COUNTY-  LA/TERREBONNE
 AU2455  USGS QUAD   -  POINT AU FER (1987)
 AU2455
 AU2455                         *CURRENT SURVEY CONTROL
 AU2455  ___________________________________________________________________
 AU2455* NAD 83(1992)-  29 19 17.45698(N)    091 17 25.95971(W)     ADJUSTED  
 AU2455* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2455  ___________________________________________________________________
 AU2455  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2455  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AU2455
 AU2455  HORZ ORDER  -  THIRD
 AU2455
 AU2455.The horizontal coordinates were established by classical geodetic methods
 AU2455.and adjusted by the National Geodetic Survey in January 1993..
 AU2455.No horizontal observational check was made to the station.
 AU2455
 AU2455.The orthometric height was scaled from a topographic map.
 AU2455
 AU2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2455
 AU2455.The geoid height was determined by GEOID03.
 AU2455
 AU2455;                    North         East     Units Scale Factor Converg.
 AU2455;SPC LA S     -    91,063.254 1,004,156.324   MT  0.99999552   +0 01 17.0
 AU2455;SPC LA S     -   298,763.36  3,294,469.54   sFT  0.99999552   +0 01 17.0
 AU2455;UTM  15      - 3,244,820.565   665,995.909   MT  0.99994001   +0 50 14.4
 AU2455
 AU2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2455!SPC LA S     -   1.00000390  x   0.99999552  =   0.99999942
 AU2455!UTM  15      -   1.00000390  x   0.99994001  =   0.99994391
 AU2455
 AU2455                          SUPERSEDED SURVEY CONTROL
 AU2455
 AU2455  NAD 83(1986)-  29 19 17.48284(N)    091 17 25.96072(W) AD(       ) 3
 AU2455  NAD 27      -  29 19 16.69500(N)    091 17 25.56900(W) AD(       ) 3
 AU2455
 AU2455.Superseded values are not recommended for survey control.
 AU2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2455.See file dsdata.txt to determine how the superseded data were derived.
 AU2455
 AU2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6599644821(NAD 83)
 AU2455_MARKER: DD = SURVEY DISK
 AU2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2455+STABILITY: SURFACE MOTION
 AU2455
 AU2455  HISTORY     - Date     Condition        Report By
 AU2455  HISTORY     - 1961     MONUMENTED       USGLO
 AU2455
 AU2455                          STATION DESCRIPTION
 AU2455
 AU2455'DESCRIBED BY US GENERAL LAND OFFICE 1961
 AU2455'THE STATION IS LOCATED ABOUT 25 MILES SOUTH OF MORGAN CITY
 AU2455'ON THE SOUTHEASTERN SHORE OF THE ATCHAFALAYA BAY, ABOUT 5.8
 AU2455'MILES EAST SOUTHEAST OF EUGENE ISLAND LIGHT ON FISHING POINT
 AU2455'OF POINT AU FER ISLAND.
 AU2455'
 AU2455'THE GENERAL LAND OFFICE MONUMENT IS LOCATED ON THE HIGH WATER
 AU2455'LINE AND 109 FEET SOUTHWEST OF THE STATION.  THE MARK IS A
 AU2455'GENERAL LAND OFFICE DISK STAMPED T 20 S R 11 E SET IN THE
 AU2455'TOP OF A 10 IN ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 AU2455'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1529 ***********************************************************************
 BJ1529  DESIGNATION -  TA 132
 BJ1529  PID         -  BJ1529
 BJ1529  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1529  USGS QUAD   -  MANCHAC (1979)
 BJ1529
 BJ1529                         *CURRENT SURVEY CONTROL
 BJ1529  ___________________________________________________________________
 BJ1529* NAD 83(1986)-  30 17 24.     (N)    090 24 04.     (W)     SCALED    
 BJ1529* NAVD 88     -         1.567  (meters)       5.14   (feet)  READJUSTED
 BJ1529  ___________________________________________________________________
 BJ1529  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BJ1529  DYNAMIC HT  -           1.570 (meters)       5.15  (feet)  COMP
 BJ1529  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BJ1529
 BJ1529  VERT ORDER  -  ?
 BJ1529
 BJ1529.The horizontal coordinates were scaled from a topographic map and have
 BJ1529.an estimated accuracy of +/- 6 seconds.
 BJ1529
 BJ1529.The orthometric height was determined by differential leveling
 BJ1529.and adjusted by the National Geodetic Survey in June 1991..
 BJ1529.The height was derived from older observations constrained to new
 BJ1529.heights in a crustal motion area.  The height is approximate in
 BJ1529.relation to other heights in its vicinity.
 BJ1529
 BJ1529.The geoid height was determined by GEOID03.
 BJ1529
 BJ1529.The dynamic height is computed by dividing the NAVD 88
 BJ1529.geopotential number by the normal gravity value computed on the
 BJ1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1529.degrees latitude (g = 980.6199 gals.).
 BJ1529
 BJ1529.The modeled gravity was interpolated from observed gravity values.
 BJ1529
 BJ1529;                    North         East    Units  Estimated Accuracy
 BJ1529;SPC LA S     -   198,780.    1,089,680.      MT  (+/- 180 meters Scaled)
 BJ1529
 BJ1529                          SUPERSEDED SURVEY CONTROL
 BJ1529
 BJ1529  NGVD 29 (??/??/??)    1.553  (m)            5.10   (f) ADJUSTED    1 1
 BJ1529
 BJ1529.Superseded values are not recommended for survey control.
 BJ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1529.See file dsdata.txt to determine how the superseded data were derived.
 BJ1529
 BJ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP499537(NAD 83)
 BJ1529_MARKER: X = CHISELED CROSS
 BJ1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1529_SP_SET: WELL CASING
 BJ1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1529
 BJ1529  HISTORY     - Date     Condition        Report By
 BJ1529  HISTORY     - 1964     MONUMENTED       USGS
 BJ1529  HISTORY     - 1969     GOOD             CGS
 BJ1529  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1529  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1529
 BJ1529                          STATION DESCRIPTION
 BJ1529
 BJ1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1529'IN MANCHAC.
 BJ1529'AT MANCHAC, ABOUT 0.05 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 BJ1529'FROM THE NORTH END OF THE RAILROAD TRESTLE OVER PASS MANCHAC, 24 FEET
 BJ1529'NORTHEAST OF POWER LINE POLE 15763 1/2, 35.5 FEET WEST OF THE WEST
 BJ1529'RAIL OF THE WEST TRACK, 8.6 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 BJ1529'LARGE CONCRETE BASE WHICH IS ABANDONED, A 1/2 INCH CHISELED CROSS SET
 BJ1529'VERTICALLY ON THE EAST FACE OF A 10-INCH WELL CASING WHICH IS REPORTED
 BJ1529'TO BE 368 FEET DEEP, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND 3.1
 BJ1529'FEET ABOVE THE LEVEL OF THE GROUND.  SEC 4, T 9S, R 8E.
 BJ1529
 BJ1529                          STATION RECOVERY (1986)
 BJ1529
 BJ1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1529'NOT RECOVERED, DESCRIBED LOCATION IS COVERED WITH DENSE VEGETATION,
 BJ1529'THE MENTIONED ABANDONED CONCRETE BASE AND POWER LINE POLE 15763 WERE
 BJ1529'NOT FOUND.  NO EVIDENCE OF A WELL WAS FOUND BUT MAY EXIST AS IT WAS
 BJ1529'REPORTED IN GOOD CONDITION BY CGS IN 1969.
 BJ1529
 BJ1529                          STATION RECOVERY (1992)
 BJ1529
 BJ1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1529'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1753 ***********************************************************************
 BJ1753  DESIGNATION -  TA 248
 BJ1753  PID         -  BJ1753
 BJ1753  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1753  USGS QUAD   -  AMITE (1974)
 BJ1753
 BJ1753                         *CURRENT SURVEY CONTROL
 BJ1753  ___________________________________________________________________
 BJ1753* NAD 83(1986)-  30 43 29.     (N)    090 30 34.     (W)     SCALED    
 BJ1753* NAVD 88     -        35.188  (meters)     115.45   (feet)  READJUSTED
 BJ1753  ___________________________________________________________________
 BJ1753  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1753  DYNAMIC HT  -          35.140 (meters)     115.29  (feet)  COMP
 BJ1753  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1753
 BJ1753  VERT ORDER  -  ?
 BJ1753
 BJ1753.The horizontal coordinates were scaled from a topographic map and have
 BJ1753.an estimated accuracy of +/- 6 seconds.
 BJ1753
 BJ1753.The orthometric height was determined by differential leveling
 BJ1753.and adjusted by the National Geodetic Survey in June 1991..
 BJ1753.The height was derived from older observations constrained to new
 BJ1753.heights in a crustal motion area.  The height is approximate in
 BJ1753.relation to other heights in its vicinity.
 BJ1753
 BJ1753.The geoid height was determined by GEOID03.
 BJ1753
 BJ1753.The dynamic height is computed by dividing the NAVD 88
 BJ1753.geopotential number by the normal gravity value computed on the
 BJ1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1753.degrees latitude (g = 980.6199 gals.).
 BJ1753
 BJ1753.The modeled gravity was interpolated from observed gravity values.
 BJ1753
 BJ1753;                    North         East    Units  Estimated Accuracy
 BJ1753;SPC LA S     -   246,890.    1,078,910.      MT  (+/- 180 meters Scaled)
 BJ1753
 BJ1753                          SUPERSEDED SURVEY CONTROL
 BJ1753
 BJ1753  NGVD 29 (??/??/??)   35.170  (m)          115.39   (f) ADJUSTED    1 1
 BJ1753
 BJ1753.Superseded values are not recommended for survey control.
 BJ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1753.See file dsdata.txt to determine how the superseded data were derived.
 BJ1753
 BJ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ384017(NAD 83)
 BJ1753_MARKER: X = CHISELED CROSS
 BJ1753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1753_SP_SET: CONCRETE BASE
 BJ1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1753
 BJ1753  HISTORY     - Date     Condition        Report By
 BJ1753  HISTORY     - UNK      MONUMENTED       USGS
 BJ1753  HISTORY     - 1969     GOOD             CGS
 BJ1753  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1753
 BJ1753                          STATION DESCRIPTION
 BJ1753
 BJ1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1753'IN AMITE.
 BJ1753'AT AMITE, ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 BJ1753'FROM THE STATION, ABOUT 100 YARDS WEST OF THE WEST SET OF TRACKS, AT
 BJ1753'THE CITY OF AMITE WATER TANK, 22.1 FEET SOUTHWEST OF THE NORTHWEST LEG
 BJ1753'OF THE WATER TANK, 33 FEET SOUTH OF THE NORTH FENCE AROUND THE WATER
 BJ1753'TANK, A 1/2 INCH CHISELED CROSS SET VERTICALLY ON THE NORTHEAST SIDE
 BJ1753'OF THE TOP FLANGE FOR A 10-INCH WELL CASING FOR A 1585 FEET DEEP WELL
 BJ1753'AND 1.4 FEET ABOVE THE CONCRETE BASE AROUND THE WELL CASING. SEC 4, T
 BJ1753'4S, R 7E.
 BJ1753
 BJ1753                          STATION RECOVERY (1992)
 BJ1753
 BJ1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1753'THE PORTION OF THE WELL THAT THE CHISELED CROSS WAS ON HAS BEEN
 BJ1753'REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0938 ***********************************************************************
 BJ0938  DESIGNATION -  TA 253
 BJ0938  PID         -  BJ0938
 BJ0938  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0938  USGS QUAD   -  PONCHATOULA (1994)
 BJ0938
 BJ0938                         *CURRENT SURVEY CONTROL
 BJ0938  ___________________________________________________________________
 BJ0938* NAD 83(1986)-  30 29 59.     (N)    090 27 40.     (W)     SCALED    
 BJ0938* NAVD 88     -        10.380  (meters)      34.06   (feet)  ADJUSTED  
 BJ0938  ___________________________________________________________________
 BJ0938  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ0938  DYNAMIC HT  -          10.367 (meters)      34.01  (feet)  COMP
 BJ0938  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 BJ0938
 BJ0938  VERT ORDER  -  FIRST     CLASS I
 BJ0938
 BJ0938.The horizontal coordinates were scaled from a topographic map and have
 BJ0938.an estimated accuracy of +/- 6 seconds.
 BJ0938
 BJ0938.The orthometric height was determined by differential leveling
 BJ0938.and adjusted by the National Geodetic Survey in February 1994..
 BJ0938
 BJ0938.The geoid height was determined by GEOID03.
 BJ0938
 BJ0938.The dynamic height is computed by dividing the NAVD 88
 BJ0938.geopotential number by the normal gravity value computed on the
 BJ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0938.degrees latitude (g = 980.6199 gals.).
 BJ0938
 BJ0938.The modeled gravity was interpolated from observed gravity values.
 BJ0938
 BJ0938;                    North         East    Units  Estimated Accuracy
 BJ0938;SPC LA S     -   221,980.    1,083,730.      MT  (+/- 180 meters Scaled)
 BJ0938
 BJ0938                          SUPERSEDED SURVEY CONTROL
 BJ0938
 BJ0938  NAVD 88 (06/15/91)   10.415  (m)           34.17   (f) UNKNOWN     1 1
 BJ0938  NGVD 29 (??/??/??)   10.395  (m)           34.10   (f) ADJUSTED    1 1
 BJ0938
 BJ0938.Superseded values are not recommended for survey control.
 BJ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0938.See file dsdata.txt to determine how the superseded data were derived.
 BJ0938
 BJ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP436769(NAD 83)
 BJ0938_MARKER: X = CHISELED CROSS
 BJ0938_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ0938_SP_SET: DEEP WELL CASING
 BJ0938_STAMPING: TA 253
 BJ0938_MARK LOGO: NONE  
 BJ0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ0938+STABILITY: POSITION/ELEVATION WELL
 BJ0938
 BJ0938  HISTORY     - Date     Condition        Report By
 BJ0938  HISTORY     - UNK      MONUMENTED       USGS
 BJ0938  HISTORY     - 1969     GOOD             CGS
 BJ0938  HISTORY     - 1976     GOOD             NGS
 BJ0938  HISTORY     - 1986     GOOD             NGS
 BJ0938  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ0938
 BJ0938                          STATION DESCRIPTION
 BJ0938
 BJ0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0938'0.6 MI S FROM HAMMOND.
 BJ0938'ABOUT 0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0938'STATION AT HAMMOND, THENCE 0.05 MILE WEST ALONG COLEMAN STREET, THENCE
 BJ0938'0.05 MILE SOUTH ALONG SOUTH OAK STREET, AT ZEMURRAY PARK, 81.2 FEET
 BJ0938'SOUTH OF THE SOUTHEAST CORNER OF THE SWIMMING POOL, 52.5 FEET WEST OF
 BJ0938'THE CENTER LINE OF SOUTH OAK STREET, 80 FEET NORTHWEST OF THE
 BJ0938'NORTHWEST CORNER OF THE BRICK POST AT ENTRANCE TO PARK, 24.2 FEET
 BJ0938'NORTH OF THE NORTH EDGE OF A SIDEWALK LEADING WEST IN PARK, A 1/2-INCH
 BJ0938'CHISELED CROSS SET VERTICALLY ON THE SOUTHWEST SIDE OF THE FLANGE ON
 BJ0938'TOP OF A 10-INCH WELL CASING FOR A 2190 FEET DEEP WELL AND 2 INCHES
 BJ0938'ABOVE THE LEVEL OF THE GROUND.
 BJ0938
 BJ0938                          STATION RECOVERY (1976)
 BJ0938
 BJ0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0938'0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION,
 BJ0938'THENCE 0.05 MILE WEST ALONG WEST COLEMAN AVENUE, THENCE 0.05 MILE
 BJ0938'SOUTH ALONG SOUTH OAK STREET, 80 FT WEST OF THE CENTER LINE OF THE
 BJ0938'STREET, 81.2 FT SOUTH OF THE SOUTHEAST CORNER OF THE ZEMURRAY PARK
 BJ0938'SWIMMING POOL, 24.2 FT NORTH OF THE NORTH EDGE OF AN EAST-WEST
 BJ0938'SIDEWALK, A ONE-HALF INCH CHISELED CROSS SET VERTICALLY ON THE
 BJ0938'SOUTHWEST SIDE OF THE FLANGE ON TOP OF A 10-INCH WELL CASING OF A
 BJ0938'2190 FT DEEP WELL, THE CROSS IS 0.2 FT ABOVE THE CONCRETE SLAB
 BJ0938
 BJ0938                          STATION RECOVERY (1986)
 BJ0938
 BJ0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0938'RECOVERED IN GOOD CONDITION.  NOTE---THE DESIGNATION WAS STAMPED ON
 BJ0938'THE FLAT SURFACE OF THE FLANGE ABOVE THE CHISELED CROSS ON THIS DATE.
 BJ0938'IT IS POSSIBLE THAT THIS FLANGE COULD BE MOVED IN THE FUTURE SO WHEN
 BJ0938'LOOKING FOR THE STAMPING THE ENTIRE FLAT SURFACE SHOULD BE CHECKED.
 BJ0938
 BJ0938                          STATION RECOVERY (1992)
 BJ0938
 BJ0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ0938'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1558 ***********************************************************************
 BJ1558  DESIGNATION -  TA 258
 BJ1558  PID         -  BJ1558
 BJ1558  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1558  USGS QUAD   -  PONCHATOULA (1994)
 BJ1558
 BJ1558                         *CURRENT SURVEY CONTROL
 BJ1558  ___________________________________________________________________
 BJ1558* NAD 83(1986)-  30 26 06.     (N)    090 26 30.     (W)     SCALED    
 BJ1558* NAVD 88     -         6.422  (meters)      21.07   (feet)  READJUSTED
 BJ1558  ___________________________________________________________________
 BJ1558  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ1558  DYNAMIC HT  -           6.410 (meters)      21.03  (feet)  COMP
 BJ1558  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BJ1558
 BJ1558  VERT ORDER  -  ?
 BJ1558
 BJ1558.The horizontal coordinates were scaled from a topographic map and have
 BJ1558.an estimated accuracy of +/- 6 seconds.
 BJ1558
 BJ1558.The orthometric height was determined by differential leveling
 BJ1558.and adjusted by the National Geodetic Survey in June 1991..
 BJ1558.The height was derived from older observations constrained to new
 BJ1558.heights in a crustal motion area.  The height is approximate in
 BJ1558.relation to other heights in its vicinity.
 BJ1558
 BJ1558.The geoid height was determined by GEOID03.
 BJ1558
 BJ1558.The dynamic height is computed by dividing the NAVD 88
 BJ1558.geopotential number by the normal gravity value computed on the
 BJ1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1558.degrees latitude (g = 980.6199 gals.).
 BJ1558
 BJ1558.The modeled gravity was interpolated from observed gravity values.
 BJ1558
 BJ1558;                    North         East    Units  Estimated Accuracy
 BJ1558;SPC LA S     -   214,820.    1,085,650.      MT  (+/- 180 meters Scaled)
 BJ1558
 BJ1558                          SUPERSEDED SURVEY CONTROL
 BJ1558
 BJ1558  NGVD 29 (??/??/??)    6.404  (m)           21.01   (f) ADJUSTED    1 1
 BJ1558
 BJ1558.Superseded values are not recommended for survey control.
 BJ1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1558.See file dsdata.txt to determine how the superseded data were derived.
 BJ1558
 BJ1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP457697(NAD 83)
 BJ1558_MARKER: X = CHISELED CROSS
 BJ1558_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ1558_SP_SET: DEEP WELL CASING
 BJ1558_MARK LOGO: NONE  
 BJ1558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ1558+STABILITY: POSITION/ELEVATION WELL
 BJ1558
 BJ1558  HISTORY     - Date     Condition        Report By
 BJ1558  HISTORY     - 1964     MONUMENTED       USGS
 BJ1558  HISTORY     - 1969     GOOD             CGS
 BJ1558  HISTORY     - 1986     GOOD             NGS
 BJ1558  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1558
 BJ1558                          STATION DESCRIPTION
 BJ1558
 BJ1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1558'IN PONCHATOULA.
 BJ1558'AT PONCHATOULA, ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 BJ1558'RAILROAD FROM THE STATION, THENCE 0.15 MILE WEST ALONG WEST MAGNOLIA
 BJ1558'STREET, AT THE CITY WATER WORKS, 24.2 FEET EAST OF THE SOUTHEAST
 BJ1558'CORNER OF A SMALL FRAME BUILDING, 7.6 FEET NORTH OF THE SOUTH FENCE
 BJ1558'AROUND THE WATER WORKS, 212 FEET SOUTH OF TRIANGULATION STATION
 BJ1558'PONCHATOULA, 83 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK BUILDING
 BJ1558'OF THE WATER WORKS HOUSING A PUMP, A SMALL CHISELED CROSS ON THE WEST
 BJ1558'SIDE OF THE BOTTOM FLANGE OF T COUPLING OF AN 8 INCH WELL CASING AND
 BJ1558'PROJECTS 2 FEET ABOVE THE CONCRETE SURROUNDING THE WELL CASING. WELL
 BJ1558'WAS DRILLED TO A DEPTH OF 1962 FEET AND IS OWNED BY THE CITY OF
 BJ1558'PONCHATOULA.
 BJ1558
 BJ1558                          STATION RECOVERY (1986)
 BJ1558
 BJ1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1558'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE WITH THE
 BJ1558'FOLLOWING CORRECTION.  DELETE 24.2 FEET EAST OF THE SOUTHEAST CORNER
 BJ1558'OF A SMALL FRAME BUILDING.
 BJ1558
 BJ1558                          STATION RECOVERY (1992)
 BJ1558
 BJ1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1558'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1767 ***********************************************************************
 BJ1767  DESIGNATION -  TA 260
 BJ1767  PID         -  BJ1767
 BJ1767  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1767  USGS QUAD   -  ROSELAND (1981)
 BJ1767
 BJ1767                         *CURRENT SURVEY CONTROL
 BJ1767  ___________________________________________________________________
 BJ1767* NAD 83(1986)-  30 45 52.     (N)    090 30 41.     (W)     SCALED    
 BJ1767* NAVD 88     -        40.556  (meters)     133.06   (feet)  ADJUSTED  
 BJ1767  ___________________________________________________________________
 BJ1767  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ1767  DYNAMIC HT  -          40.503 (meters)     132.88  (feet)  COMP
 BJ1767  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ1767
 BJ1767  VERT ORDER  -  FIRST     CLASS I
 BJ1767
 BJ1767.The horizontal coordinates were scaled from a topographic map and have
 BJ1767.an estimated accuracy of +/- 6 seconds.
 BJ1767
 BJ1767.The orthometric height was determined by differential leveling
 BJ1767.and adjusted by the National Geodetic Survey in February 1994..
 BJ1767
 BJ1767.The geoid height was determined by GEOID03.
 BJ1767
 BJ1767.The dynamic height is computed by dividing the NAVD 88
 BJ1767.geopotential number by the normal gravity value computed on the
 BJ1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1767.degrees latitude (g = 980.6199 gals.).
 BJ1767
 BJ1767.The modeled gravity was interpolated from observed gravity values.
 BJ1767
 BJ1767;                    North         East    Units  Estimated Accuracy
 BJ1767;SPC LA S     -   251,290.    1,078,690.      MT  (+/- 180 meters Scaled)
 BJ1767
 BJ1767                          SUPERSEDED SURVEY CONTROL
 BJ1767
 BJ1767  NAVD 88 (06/15/91)   40.607  (m)          133.22   (f) UNKNOWN     1 1
 BJ1767  NGVD 29 (??/??/??)   40.590  (m)          133.17   (f) ADJUSTED    1 1
 BJ1767
 BJ1767.Superseded values are not recommended for survey control.
 BJ1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1767.See file dsdata.txt to determine how the superseded data were derived.
 BJ1767
 BJ1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ381061(NAD 83)
 BJ1767_MARKER: X = CHISELED CROSS
 BJ1767_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ1767_SP_SET: UNSPECIFIED DEEP
 BJ1767_MARK LOGO: USGS  
 BJ1767_MAGNETIC: P = MARKER IS A STEEL PIPE
 BJ1767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ1767+STABILITY: POSITION/ELEVATION WELL
 BJ1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1767+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1767
 BJ1767  HISTORY     - Date     Condition        Report By
 BJ1767  HISTORY     - UNK      MONUMENTED       USGS
 BJ1767  HISTORY     - 1969     GOOD             CGS
 BJ1767  HISTORY     - 19920611 GOOD             NGS
 BJ1767
 BJ1767                          STATION DESCRIPTION
 BJ1767
 BJ1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1767'2.85 MI N FROM AMITE.
 BJ1767'ABOUT 2.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1767'STATION AT AMITE, THENCE 0.1 MILE WEST ALONG A BLACK TOP ROAD, THENCE
 BJ1767'0.1 MILE SOUTH ALONG U. S. HIGHWAY 51, AT THE ROSELAND WATER TOWER,
 BJ1767'53.2 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 51, 26.8 FEET
 BJ1767'NORTHWEST OF THE NORTHWEST CORNER OF THE PUMP HOUSE, A 1/2-INCH
 BJ1767'CHISELED CROSS VERTICALLY ON THE WEST SIDE OF THE BOTTOM FLANGE OF A
 BJ1767'4-INCH T COUPLING 2.3 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 28, T
 BJ1767'3SR 7E.  NOTE-- THE WELL IS OWNED BY THE VILLAGE OF ROSELAND AND IS
 BJ1767'REPORTED TO BE 2013 FEET DEEP.
 BJ1767
 BJ1767                          STATION RECOVERY (1992)
 BJ1767
 BJ1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1767'0.2 KM (0.10 MI) WESTERLY ALONG MULLBERRY STREET FROM THE POST OFFICE
 BJ1767'IN AMITE, THENCE 4.1 KM (2.55 MI) NORTHERLY ALONG U.S. HIGHWAY 51, A
 BJ1767'1/2-INCH CHISELED CROSS ON THE WEST SIDE OF THE BOTTOM FLANGE OF A
 BJ1767'4-INCH T-COUPLING OF A WELL HEAD, 15.9 M (52.2 FT) EAST OF THE
 BJ1767'CENTERLINE OF THE HIGHWAY, 9.5 M (31.2 FT) NORTH OF A CHAIN-LINK
 BJ1767'FENCE, 8.2 M (26.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A PUMP
 BJ1767'HOUSE, AND 6.8 M (22.3 FT) EAST OF THE CENTER OF THE FENCE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1226 ***********************************************************************
 BJ1226  DESIGNATION -  TA 265
 BJ1226  PID         -  BJ1226
 BJ1226  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1226  USGS QUAD   -  HAMMOND (1994)
 BJ1226
 BJ1226                         *CURRENT SURVEY CONTROL
 BJ1226  ___________________________________________________________________
 BJ1226* NAD 83(1986)-  30 34 39.     (N)    090 29 04.     (W)     SCALED    
 BJ1226* NAVD 88     -        18.984  (meters)      62.28   (feet)  ADJUSTED  
 BJ1226  ___________________________________________________________________
 BJ1226  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ1226  DYNAMIC HT  -          18.959 (meters)      62.20  (feet)  COMP
 BJ1226  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ1226
 BJ1226  VERT ORDER  -  FIRST     CLASS I
 BJ1226
 BJ1226.The horizontal coordinates were scaled from a topographic map and have
 BJ1226.an estimated accuracy of +/- 6 seconds.
 BJ1226
 BJ1226.The orthometric height was determined by differential leveling
 BJ1226.and adjusted by the National Geodetic Survey in February 1994..
 BJ1226
 BJ1226.The geoid height was determined by GEOID03.
 BJ1226
 BJ1226.The dynamic height is computed by dividing the NAVD 88
 BJ1226.geopotential number by the normal gravity value computed on the
 BJ1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1226.degrees latitude (g = 980.6199 gals.).
 BJ1226
 BJ1226.The modeled gravity was interpolated from observed gravity values.
 BJ1226
 BJ1226;                    North         East    Units  Estimated Accuracy
 BJ1226;SPC LA S     -   230,580.    1,081,430.      MT  (+/- 180 meters Scaled)
 BJ1226
 BJ1226                          SUPERSEDED SURVEY CONTROL
 BJ1226
 BJ1226  NAVD 88 (06/15/91)   19.016  (m)           62.39   (f) UNKNOWN     1 1
 BJ1226  NGVD 29 (??/??/??)   18.997  (m)           62.33   (f) ADJUSTED    1 1
 BJ1226
 BJ1226.Superseded values are not recommended for survey control.
 BJ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1226.See file dsdata.txt to determine how the superseded data were derived.
 BJ1226
 BJ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP412854(NAD 83)
 BJ1226_MARKER: X = CHISELED CROSS
 BJ1226_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ1226_SP_SET: UNSPECIFIED DEEP
 BJ1226_MARK LOGO: USGS  
 BJ1226_MAGNETIC: P = MARKER IS A STEEL PIPE
 BJ1226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ1226+STABILITY: POSITION/ELEVATION WELL
 BJ1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1226+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1226
 BJ1226  HISTORY     - Date     Condition        Report By
 BJ1226  HISTORY     - UNK      MONUMENTED       USGS
 BJ1226  HISTORY     - 1969     GOOD             CGS
 BJ1226  HISTORY     - 19920611 GOOD             NGS
 BJ1226
 BJ1226                          STATION DESCRIPTION
 BJ1226
 BJ1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1226'5.1 MI N FROM HAMMOND.
 BJ1226'ABOUT 5.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1226'STATION AT HAMMOND, THENCE 0.1 MILE WEST ALONG STATE HIGHWAY 442, AT
 BJ1226'TICKFAW, NEAR THE JUNCTION OF A BLACK TOPPED STREET LEADING NORTH FROM
 BJ1226'THE HIGHWAY, 134 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 BJ1226'BLACK TOPPED STREET AND STATE HIGHWAY 442, 60 FEET EAST OF AND ACROSS
 BJ1226'THE STREET FROM THE NORTHEAST CORNER OF THE JOSEPH SCIMEEN STORE, 17
 BJ1226'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A TWO CAR GARAGE WITH METAL
 BJ1226'SIDING, A 1/2 INCH CHISELED CROSS SET VERTICALLY ON THE SOUTH SIDE AND
 BJ1226'ON THE BOTTOM OF A 4-WAY COUPLING ON TOP OF A 2 1/2 INCH WELL CASING
 BJ1226'FOR A 2397 FEET DEEP WELL OWNED BY THE COMMUNITY OF TICKFAW AND 1/2
 BJ1226'FOOT ABOVE THE LEVEL OF THE STREET.  SEC 27, T 5S, R 7E.
 BJ1226
 BJ1226                          STATION RECOVERY (1992)
 BJ1226
 BJ1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1226'IN TICKFAW, AT THE INTERSECTION OF STATE HIGHWAY 442 AND MILL STREET,
 BJ1226'A 1/2-INCH CHISELED CROSS ON THE SOUTH SIDE AND NEAR THE BOTTOM OF A
 BJ1226'4 WAY COUPLING ON TOP OF A 2 1/2 INCH CASING FOR A WELL, 39.3 M
 BJ1226'(128.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.4 M (34.1 FT)
 BJ1226'EAST OF THE CENTER OF THE STREET, 4.8 M (15.7 FT) EAST-NORTHEAST OF A
 BJ1226'FIRE HYDRANT, 2.7 M (8.9 FT) NORTH OF A CHAIN-LINK FENCE ENCLOSING
 BJ1226'THE WELL, AND THE COUPLING PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 BJ1226'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0939 ***********************************************************************
 BJ0939  DESIGNATION -  TA 268
 BJ0939  PID         -  BJ0939
 BJ0939  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0939  USGS QUAD   -  HAMMOND (1994)
 BJ0939
 BJ0939                         *CURRENT SURVEY CONTROL
 BJ0939  ___________________________________________________________________
 BJ0939* NAD 83(1986)-  30 30 02.     (N)    090 27 40.     (W)     SCALED    
 BJ0939* NAVD 88     -        10.761  (meters)      35.30   (feet)  ADJUSTED  
 BJ0939  ___________________________________________________________________
 BJ0939  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ0939  DYNAMIC HT  -          10.747 (meters)      35.26  (feet)  COMP
 BJ0939  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ0939
 BJ0939  VERT ORDER  -  FIRST     CLASS I
 BJ0939
 BJ0939.The horizontal coordinates were scaled from a topographic map and have
 BJ0939.an estimated accuracy of +/- 6 seconds.
 BJ0939
 BJ0939.The orthometric height was determined by differential leveling
 BJ0939.and adjusted by the National Geodetic Survey in February 1994..
 BJ0939
 BJ0939.The geoid height was determined by GEOID03.
 BJ0939
 BJ0939.The dynamic height is computed by dividing the NAVD 88
 BJ0939.geopotential number by the normal gravity value computed on the
 BJ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0939.degrees latitude (g = 980.6199 gals.).
 BJ0939
 BJ0939.The modeled gravity was interpolated from observed gravity values.
 BJ0939
 BJ0939;                    North         East    Units  Estimated Accuracy
 BJ0939;SPC LA S     -   222,070.    1,083,730.      MT  (+/- 180 meters Scaled)
 BJ0939
 BJ0939                          SUPERSEDED SURVEY CONTROL
 BJ0939
 BJ0939  NAVD 88 (06/15/91)   10.796  (m)           35.42   (f) UNKNOWN     1 1
 BJ0939  NGVD 29 (??/??/??)   10.776  (m)           35.35   (f) ADJUSTED    1 1
 BJ0939
 BJ0939.Superseded values are not recommended for survey control.
 BJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0939.See file dsdata.txt to determine how the superseded data were derived.
 BJ0939
 BJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP436769(NAD 83)
 BJ0939_MARKER: X = CHISELED CROSS
 BJ0939_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ0939_SP_SET: DEEP WELL CASING
 BJ0939_STAMPING: TA 268
 BJ0939_MARK LOGO: NONE  
 BJ0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ0939+STABILITY: POSITION/ELEVATION WELL
 BJ0939
 BJ0939  HISTORY     - Date     Condition        Report By
 BJ0939  HISTORY     - UNK      MONUMENTED       USGS
 BJ0939  HISTORY     - 1969     GOOD             CGS
 BJ0939  HISTORY     - 1976     GOOD             NGS
 BJ0939  HISTORY     - 1986     GOOD             NGS
 BJ0939  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ0939
 BJ0939                          STATION DESCRIPTION
 BJ0939
 BJ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0939'0.55 MI S FROM HAMMOND.
 BJ0939'ABOUT 0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0939'STATION AT HAMMOND, THENCE 0.05 MILE WEST ALONG WEST COLEMAN STREET,
 BJ0939'AT THE INTERSECTION OF WEST COLEMAN STREET AND SOUTH OAK STREET, 90
 BJ0939'FEET SOUTH OF THE CENTER LINE OF WEST COLEMAN STREET, 42 FEET WEST OF
 BJ0939'THE CENTER LINE OF SOUTH OAK STREET, 72.2 FEET WEST OF AND ACROSS
 BJ0939'SOUTH OAK STREET FROM THE NORTHWEST CORNER OF THE CITY OF HAMMOND
 BJ0939'PUMPING STATION, 69.9 FEET EAST OF THE NORTHEAST CORNER OF THE
 BJ0939'ZEMURRAY COMMUNITY CENTER BUILDING, A 1/2 INCH CHISELED CROSS SET
 BJ0939'VERTICALLY ON THE SOUTHWEST SIDE OF THE FLANGE ON TOP OF A 10-INCH
 BJ0939'WELL CASING FOR A 2449 FEET DEEP WELL AND 6 INCHES ABOVE THE LEVEL OF
 BJ0939'THE GROUND.
 BJ0939
 BJ0939                          STATION RECOVERY (1976)
 BJ0939
 BJ0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0939'RECOVERED IN GOOD CONDITION.
 BJ0939
 BJ0939                          STATION RECOVERY (1986)
 BJ0939
 BJ0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0939'RECOVERED IN GOOD CONDITION.  NOTE---THE DESIGNATION WAS STAMPED ON
 BJ0939'THE FLAT SURFACE OF THE FLANGE ABOVE THE CHISELED CROSS ON THIS DATE.
 BJ0939'IN THE FUTURE WHEN CHECKING THE STAMPING THE ENTIRE FLANGE SHOULD BE
 BJ0939'CHECKED AS IT COULD HAVE BEEN MOVED.
 BJ0939
 BJ0939                          STATION RECOVERY (1992)
 BJ0939
 BJ0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ0939'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1569 ***********************************************************************
 BJ1569  DESIGNATION -  TA 270
 BJ1569  PID         -  BJ1569
 BJ1569  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1569  USGS QUAD   -  PONCHATOULA (1994)
 BJ1569
 BJ1569                         *CURRENT SURVEY CONTROL
 BJ1569  ___________________________________________________________________
 BJ1569* NAD 83(1986)-  30 27 51.     (N)    090 27 40.     (W)     SCALED    
 BJ1569* NAVD 88     -         8.544  (meters)      28.03   (feet)  READJUSTED
 BJ1569  ___________________________________________________________________
 BJ1569  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ1569  DYNAMIC HT  -           8.530 (meters)      27.99  (feet)  COMP
 BJ1569  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 BJ1569
 BJ1569  VERT ORDER  -  ?
 BJ1569
 BJ1569.The horizontal coordinates were scaled from a topographic map and have
 BJ1569.an estimated accuracy of +/- 6 seconds.
 BJ1569
 BJ1569.The orthometric height was determined by differential leveling
 BJ1569.and adjusted by the National Geodetic Survey in June 1991..
 BJ1569.The height was derived from older observations constrained to new
 BJ1569.heights in a crustal motion area.  The height is approximate in
 BJ1569.relation to other heights in its vicinity.
 BJ1569
 BJ1569.The geoid height was determined by GEOID03.
 BJ1569
 BJ1569.The dynamic height is computed by dividing the NAVD 88
 BJ1569.geopotential number by the normal gravity value computed on the
 BJ1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1569.degrees latitude (g = 980.6199 gals.).
 BJ1569
 BJ1569.The modeled gravity was interpolated from observed gravity values.
 BJ1569
 BJ1569;                    North         East    Units  Estimated Accuracy
 BJ1569;SPC LA S     -   218,040.    1,083,760.      MT  (+/- 180 meters Scaled)
 BJ1569
 BJ1569                          SUPERSEDED SURVEY CONTROL
 BJ1569
 BJ1569  NGVD 29 (??/??/??)    8.525  (m)           27.97   (f) ADJUSTED    1 1
 BJ1569
 BJ1569.Superseded values are not recommended for survey control.
 BJ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1569.See file dsdata.txt to determine how the superseded data were derived.
 BJ1569
 BJ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP437729(NAD 83)
 BJ1569_MARKER: X = CHISELED CROSS
 BJ1569_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ1569_SP_SET: DEEP WELL CASING
 BJ1569_MARK LOGO: NONE  
 BJ1569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ1569+STABILITY: POSITION/ELEVATION WELL
 BJ1569
 BJ1569  HISTORY     - Date     Condition        Report By
 BJ1569  HISTORY     - 1964     MONUMENTED       USGS
 BJ1569  HISTORY     - 1969     GOOD             CGS
 BJ1569  HISTORY     - 1986     GOOD             NGS
 BJ1569  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1569
 BJ1569                          STATION DESCRIPTION
 BJ1569
 BJ1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1569'3.8 MI S FROM HAMMOND.
 BJ1569'ABOUT 2.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1569'STATION AT HAMMOND, THENCE 0.4 MILE WEST CROSS-COUNTRY, THENCE 0.5
 BJ1569'MILE SOUTH ALONG U. S. HIGHWAY 51 (BUSINESS ROUTE), THENCE 0.3 MILE
 BJ1569'WEST ALONG A DRIVEWAY TO THE 7 TH WARD GENERAL HOSPITAL, DIRECTLY
 BJ1569'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOSPITAL, 5.9 FEET NORTHWEST
 BJ1569'OF THE SOUTHWEST CORNER OF THE SHOP BUILDING, A 1/2 INCH CHISELED
 BJ1569'CROSS SET VERTICALLY ON THE SOUTHWEST SIDE OF THE FLANGE ON TOP OF AN
 BJ1569'8-INCH WELL CASING FOR A 2666 FEET DEEP WELL AND 2 INCHES ABOVE THE
 BJ1569'LEVEL OF THE GROUND.  NOTE-- THE MARK MAY BE REACHED BY GOING 2.8
 BJ1569'MILES SOUTH ALONG U. S. HIGHWAY 51 (BUSINESS ROUTE) FROM THE POST
 BJ1569'OFFICE BUILDING AT HAMMOND, THENCE 0.3 MILE WEST ALONG DRIVEWAY
 BJ1569'MENTIONED ABOVE TO HOSPITAL AND MARK SITE.
 BJ1569
 BJ1569                          STATION RECOVERY (1986)
 BJ1569
 BJ1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1569'RECOVERED IN GOOD CONDITION.
 BJ1569
 BJ1569                          STATION RECOVERY (1992)
 BJ1569
 BJ1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1569'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 BJ1569'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1743 ***********************************************************************
 BJ1743  DESIGNATION -  TA 271
 BJ1743  PID         -  BJ1743
 BJ1743  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1743  USGS QUAD   -  LORANGER (1974)
 BJ1743
 BJ1743                         *CURRENT SURVEY CONTROL
 BJ1743  ___________________________________________________________________
 BJ1743* NAD 83(1986)-  30 38 06.     (N)    090 29 59.     (W)     SCALED    
 BJ1743* NAVD 88     -        26.827  (meters)      88.01   (feet)  ADJUSTED  
 BJ1743  ___________________________________________________________________
 BJ1743  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ1743  DYNAMIC HT  -          26.793 (meters)      87.90  (feet)  COMP
 BJ1743  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ1743
 BJ1743  VERT ORDER  -  FIRST     CLASS I
 BJ1743
 BJ1743.The horizontal coordinates were scaled from a topographic map and have
 BJ1743.an estimated accuracy of +/- 6 seconds.
 BJ1743
 BJ1743.The orthometric height was determined by differential leveling
 BJ1743.and adjusted by the National Geodetic Survey in February 1994..
 BJ1743
 BJ1743.The geoid height was determined by GEOID03.
 BJ1743
 BJ1743.The dynamic height is computed by dividing the NAVD 88
 BJ1743.geopotential number by the normal gravity value computed on the
 BJ1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1743.degrees latitude (g = 980.6199 gals.).
 BJ1743
 BJ1743.The modeled gravity was interpolated from observed gravity values.
 BJ1743
 BJ1743;                    North         East    Units  Estimated Accuracy
 BJ1743;SPC LA S     -   236,950.    1,079,910.      MT  (+/- 180 meters Scaled)
 BJ1743
 BJ1743                          SUPERSEDED SURVEY CONTROL
 BJ1743
 BJ1743  NAVD 88 (06/15/91)   26.857  (m)           88.11   (f) UNKNOWN     1 1
 BJ1743  NGVD 29 (??/??/??)   26.839  (m)           88.05   (f) ADJUSTED    1 1
 BJ1743
 BJ1743.Superseded values are not recommended for survey control.
 BJ1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1743.See file dsdata.txt to determine how the superseded data were derived.
 BJ1743
 BJ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP396918(NAD 83)
 BJ1743_MARKER: X = CHISELED CROSS
 BJ1743_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BJ1743_SP_SET: UNSPECIFIED DEEP
 BJ1743_MARK LOGO: USGS  
 BJ1743_MAGNETIC: P = MARKER IS A STEEL PIPE
 BJ1743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ1743+STABILITY: POSITION/ELEVATION WELL
 BJ1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1743+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1743
 BJ1743  HISTORY     - Date     Condition        Report By
 BJ1743  HISTORY     - UNK      MONUMENTED       USGS
 BJ1743  HISTORY     - 1969     GOOD             CGS
 BJ1743  HISTORY     - 19920611 GOOD             NGS
 BJ1743
 BJ1743                          STATION DESCRIPTION
 BJ1743
 BJ1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1743'IN INDEPENDENCE.
 BJ1743'AT INDEPENDENCE, 0.05 MILE EAST ALONG CALHOUN STREET FROM THE ILLINOIS
 BJ1743'CENTRAL RAILROAD STATION, AT THE OLD INDEPENDENCE WATER TANK, 146 FEET
 BJ1743'NORTH OF THE CENTER LINE OF CALHOUN STREET, 14.7 FEET NORTH OF THE
 BJ1743'NORTHWEST STEEL LEG OF THE WATER TANK, 12.8 FEET EAST OF THE
 BJ1743'NORTH-SOUTH FENCE LINE ON PROPERTY LINE, A 1/2 INCH CHISELED CROSS ON
 BJ1743'THE EAST FACE OF THE TOP FLANGE ON TOP OF AN 8 INCH WELL CASING WHICH
 BJ1743'IS 2166 FEET DEEP AND OWNED BY THE TOWN OF INDEPENDENCE, 1 FOOT ABOVE
 BJ1743'THE CONCRETE FLOOR AROUND THE WELL CASING.
 BJ1743
 BJ1743                          STATION RECOVERY (1992)
 BJ1743
 BJ1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1743'IN INDEPENDENCE, AT THE INTERSECTION OF EAST RAILROAD AVENUE AND
 BJ1743'CALHOUN STREET, A CHISELED CROSS ON THE EAST FACE OF A FLANGE ON TOP
 BJ1743'OF AN 8-INCH WELL CASING, 48.4 M (158.8 FT) EAST OF THE CENTER OF THE
 BJ1743'AVENUE, 46.1 M (151.2 FT) NORTH OF THE CENTER OF THE STREET, 16.4 M
 BJ1743'(53.8 FT) NORTH OF THE NORTH FACE OF A WATER TANK, 1.2 M (3.9 FT)
 BJ1743'SOUTH OF A CHAIN-LINK FENCE, 0.6 M (2.0 FT) WEST OF A CHAIN-LINK
 BJ1743'FENCE, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1220 ***********************************************************************
 BJ1220  DESIGNATION -  TA 276
 BJ1220  PID         -  BJ1220
 BJ1220  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1220  USGS QUAD   -  HAMMOND (1994)
 BJ1220
 BJ1220                         *CURRENT SURVEY CONTROL
 BJ1220  ___________________________________________________________________
 BJ1220* NAD 83(1986)-  30 31 37.     (N)    090 28 19.     (W)     SCALED    
 BJ1220* NAVD 88     -        13.381  (meters)      43.90   (feet)  READJUSTED
 BJ1220  ___________________________________________________________________
 BJ1220  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ1220  DYNAMIC HT  -          13.360 (meters)      43.83  (feet)  COMP
 BJ1220  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ1220
 BJ1220  VERT ORDER  -  ?
 BJ1220
 BJ1220.The horizontal coordinates were scaled from a topographic map and have
 BJ1220.an estimated accuracy of +/- 6 seconds.
 BJ1220
 BJ1220.The orthometric height was determined by differential leveling
 BJ1220.and adjusted by the National Geodetic Survey in June 1991..
 BJ1220.The height was derived from older observations constrained to new
 BJ1220.heights in a crustal motion area.  The height is approximate in
 BJ1220.relation to other heights in its vicinity.
 BJ1220
 BJ1220.The geoid height was determined by GEOID03.
 BJ1220
 BJ1220.The dynamic height is computed by dividing the NAVD 88
 BJ1220.geopotential number by the normal gravity value computed on the
 BJ1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1220.degrees latitude (g = 980.6199 gals.).
 BJ1220
 BJ1220.The modeled gravity was interpolated from observed gravity values.
 BJ1220
 BJ1220;                    North         East    Units  Estimated Accuracy
 BJ1220;SPC LA S     -   224,990.    1,082,670.      MT  (+/- 180 meters Scaled)
 BJ1220
 BJ1220                          SUPERSEDED SURVEY CONTROL
 BJ1220
 BJ1220  NGVD 29 (??/??/??)   13.362  (m)           43.84   (f) ADJUSTED    1 1
 BJ1220
 BJ1220.Superseded values are not recommended for survey control.
 BJ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1220.See file dsdata.txt to determine how the superseded data were derived.
 BJ1220
 BJ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP425798(NAD 83)
 BJ1220_MARKER: X = CHISELED CROSS
 BJ1220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1220_SP_SET: PLATFORM
 BJ1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1220
 BJ1220  HISTORY     - Date     Condition        Report By
 BJ1220  HISTORY     - UNK      MONUMENTED       USGS
 BJ1220  HISTORY     - 1969     GOOD             CGS
 BJ1220  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1220
 BJ1220                          STATION DESCRIPTION
 BJ1220
 BJ1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1220'1.65 MI N FROM HAMMOND.
 BJ1220'ABOUT 1.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1220'STATION AT HAMMOND, THENCE 0.05 MILE WEST CROSS-COUNTRY TO THE
 BJ1220'JUNCTION OF SILMAN AVENUE AND WHITMAN DRIVE, THENCE 0.2 MILE WEST
 BJ1220'ALONG SILMAN DRIVE, 88 FEET SOUTH OF THE CENTER LINE OF SILMAN AVE, AT
 BJ1220'THE WHITMAN ACRES SUB-DIVISION, 4.8 FEET SOUTHWEST OF THE NORTHWEST
 BJ1220'CORNER OF THE CONCRETE PLATFORM SURROUNDING WELL, A 1/2 INCH CHISELED
 BJ1220'CROSS SET VERTICALLY ON THE EAST SIDE OF A 6 INCH CASING FOR A 2347
 BJ1220'FEET DEEP WELL, 0.4 FOOT ABOVE THE CONCRETE PLATFORM AROUND WELL AND
 BJ1220'ABOUT LEVEL WITH SILMAN AVENUE.  SEC 14, T 6S, R 7E.
 BJ1220
 BJ1220                          STATION RECOVERY (1992)
 BJ1220
 BJ1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1220'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1770 ***********************************************************************
 BJ1770  DESIGNATION -  TA 290
 BJ1770  PID         -  BJ1770
 BJ1770  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1770  USGS QUAD   -  ROSELAND (1981)
 BJ1770
 BJ1770                         *CURRENT SURVEY CONTROL
 BJ1770  ___________________________________________________________________
 BJ1770* NAD 83(1986)-  30 48 37.     (N)    090 30 45.     (W)     SCALED    
 BJ1770* NAVD 88     -        46.858  (meters)     153.73   (feet)  READJUSTED
 BJ1770  ___________________________________________________________________
 BJ1770  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1770  DYNAMIC HT  -          46.800 (meters)     153.54  (feet)  COMP
 BJ1770  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BJ1770
 BJ1770  VERT ORDER  -  ?
 BJ1770
 BJ1770.The horizontal coordinates were scaled from a topographic map and have
 BJ1770.an estimated accuracy of +/- 6 seconds.
 BJ1770
 BJ1770.The orthometric height was determined by differential leveling
 BJ1770.and adjusted by the National Geodetic Survey in June 1991..
 BJ1770.The height was derived from older observations constrained to new
 BJ1770.heights in a crustal motion area.  The height is approximate in
 BJ1770.relation to other heights in its vicinity.
 BJ1770
 BJ1770.The geoid height was determined by GEOID03.
 BJ1770
 BJ1770.The dynamic height is computed by dividing the NAVD 88
 BJ1770.geopotential number by the normal gravity value computed on the
 BJ1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1770.degrees latitude (g = 980.6199 gals.).
 BJ1770
 BJ1770.The modeled gravity was interpolated from observed gravity values.
 BJ1770
 BJ1770;                    North         East    Units  Estimated Accuracy
 BJ1770;SPC LA S     -   256,370.    1,078,550.      MT  (+/- 180 meters Scaled)
 BJ1770
 BJ1770                          SUPERSEDED SURVEY CONTROL
 BJ1770
 BJ1770  NGVD 29 (??/??/??)   46.841  (m)          153.68   (f) ADJUSTED    1 1
 BJ1770
 BJ1770.Superseded values are not recommended for survey control.
 BJ1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1770.See file dsdata.txt to determine how the superseded data were derived.
 BJ1770
 BJ1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ379112(NAD 83)
 BJ1770_MARKER: X = CHISELED CROSS
 BJ1770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1770_SP_SET: WELL CASING
 BJ1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1770
 BJ1770  HISTORY     - Date     Condition        Report By
 BJ1770  HISTORY     - UNK      MONUMENTED       USGS
 BJ1770  HISTORY     - 1969     GOOD             CGS
 BJ1770  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1770
 BJ1770                          STATION DESCRIPTION
 BJ1770
 BJ1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1770'5.9 MI N FROM AMITE.
 BJ1770'ABOUT 5.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1770'STATION AT AMITE, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE
 BJ1770'0.25 MILE NORTH ALONG A GRAVELED ROAD, AT A TURN IN THE ROAD FROM
 BJ1770'NORTH TO SOUTH TO EAST-WEST, A 1/2 INCH CHISELED CROSS SET VERTICALLY
 BJ1770'IN THE SOUTHWEST SIDE OF A WELL CASING FOR A 1977 FEET DEEP WELL OWNED
 BJ1770'BY THE FLUKER CHAPEL WATER WORKS, 1.7 FEET ABOVE THE CONCRETE BASE
 BJ1770'AROUND THE WELL CASING AND IN LINE WITH THE EXTENDED LINE OF A
 BJ1770'NORTH-SOUTH ROAD.
 BJ1770
 BJ1770                          STATION RECOVERY (1992)
 BJ1770
 BJ1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1770'THE PORTION OF THE WELL THAT THE CHISELED CROSS WAS ON HAS BEEN
 BJ1770'REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1230 ***********************************************************************
 BJ1230  DESIGNATION -  TA 312
 BJ1230  PID         -  BJ1230
 BJ1230  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1230  USGS QUAD   -  HAMMOND (1994)
 BJ1230
 BJ1230                         *CURRENT SURVEY CONTROL
 BJ1230  ___________________________________________________________________
 BJ1230* NAD 83(1986)-  30 36 23.     (N)    090 29 36.     (W)     SCALED    
 BJ1230* NAVD 88     -        21.712  (meters)      71.23   (feet)  READJUSTED
 BJ1230  ___________________________________________________________________
 BJ1230  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1230  DYNAMIC HT  -          21.680 (meters)      71.13  (feet)  COMP
 BJ1230  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ1230
 BJ1230  VERT ORDER  -  ?
 BJ1230
 BJ1230.The horizontal coordinates were scaled from a topographic map and have
 BJ1230.an estimated accuracy of +/- 6 seconds.
 BJ1230
 BJ1230.The orthometric height was determined by differential leveling
 BJ1230.and adjusted by the National Geodetic Survey in June 1991..
 BJ1230.The height was derived from older observations constrained to new
 BJ1230.heights in a crustal motion area.  The height is approximate in
 BJ1230.relation to other heights in its vicinity.
 BJ1230
 BJ1230.The geoid height was determined by GEOID03.
 BJ1230
 BJ1230.The dynamic height is computed by dividing the NAVD 88
 BJ1230.geopotential number by the normal gravity value computed on the
 BJ1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1230.degrees latitude (g = 980.6199 gals.).
 BJ1230
 BJ1230.The modeled gravity was interpolated from observed gravity values.
 BJ1230
 BJ1230;                    North         East    Units  Estimated Accuracy
 BJ1230;SPC LA S     -   233,780.    1,080,550.      MT  (+/- 180 meters Scaled)
 BJ1230
 BJ1230                          SUPERSEDED SURVEY CONTROL
 BJ1230
 BJ1230  NGVD 29 (??/??/??)   21.693  (m)           71.17   (f) ADJUSTED    1 1
 BJ1230
 BJ1230.Superseded values are not recommended for survey control.
 BJ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1230.See file dsdata.txt to determine how the superseded data were derived.
 BJ1230
 BJ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP403886(NAD 83)
 BJ1230_MARKER: X = CHISELED CROSS
 BJ1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1230_SP_SET: WELL CASING
 BJ1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1230
 BJ1230  HISTORY     - Date     Condition        Report By
 BJ1230  HISTORY     - UNK      MONUMENTED       USGS
 BJ1230  HISTORY     - 1969     GOOD             CGS
 BJ1230  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1230
 BJ1230                          STATION DESCRIPTION
 BJ1230
 BJ1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1230'1.95 MI S FROM INDEPENDENCE.
 BJ1230'ABOUT 1.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1230'STATION AT INDEPENDENCE, NEAR THE INTERSECTION OF U. S. HIGHWAY 51 AND
 BJ1230'A GRAVEL ROAD LEADING EAST AND BLACK TOPPED ROAD LEADING WEST, 309
 BJ1230'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 123 FEET WEST OF THE
 BJ1230'NORTHWEST CORNER OF THE BLACK CAT GROCERY STORE, 76 FEET SOUTH OF THE
 BJ1230'CENTER LINE OF THE BLACK TOPPED ROAD LEADING WEST, 250 FEET WEST OF
 BJ1230'THE CENTER LINE OF U. S. HIGHWAY 51, A 1/2-INCH CROSS SET VERTICALLY
 BJ1230'ON THE NORTH FACE OF A 4-INCH WELL CASING FOR A 2209 FEET DEEP WELL
 BJ1230'OWNED BY CHARLES CITTADINO AND 3 INCHES ABOVE THE CONCRETE BASE AROUND
 BJ1230'WELL.
 BJ1230
 BJ1230                          STATION RECOVERY (1992)
 BJ1230
 BJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1230'THE PORTION OF THE WELL THAT THE CHISELED CROSS WAS ON HAS BEEN
 BJ1230'REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1785 ***********************************************************************
 BJ1785  DESIGNATION -  TA 36
 BJ1785  PID         -  BJ1785
 BJ1785  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1785  USGS QUAD   -  KENTWOOD (1980)
 BJ1785
 BJ1785                         *CURRENT SURVEY CONTROL
 BJ1785  ___________________________________________________________________
 BJ1785* NAD 83(1986)-  30 56 27.     (N)    090 30 20.     (W)     SCALED    
 BJ1785* NAVD 88     -        61.561  (meters)     201.97   (feet)  READJUSTED
 BJ1785  ___________________________________________________________________
 BJ1785  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1785  DYNAMIC HT  -          61.480 (meters)     201.71  (feet)  COMP
 BJ1785  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BJ1785
 BJ1785  VERT ORDER  -  ?
 BJ1785
 BJ1785.The horizontal coordinates were scaled from a topographic map and have
 BJ1785.an estimated accuracy of +/- 6 seconds.
 BJ1785
 BJ1785.The orthometric height was determined by differential leveling
 BJ1785.and adjusted by the National Geodetic Survey in June 1991..
 BJ1785.The height was derived from older observations constrained to new
 BJ1785.heights in a crustal motion area.  The height is approximate in
 BJ1785.relation to other heights in its vicinity.
 BJ1785
 BJ1785.The geoid height was determined by GEOID03.
 BJ1785
 BJ1785.The dynamic height is computed by dividing the NAVD 88
 BJ1785.geopotential number by the normal gravity value computed on the
 BJ1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1785.degrees latitude (g = 980.6199 gals.).
 BJ1785
 BJ1785.The modeled gravity was interpolated from observed gravity values.
 BJ1785
 BJ1785;                    North         East    Units  Estimated Accuracy
 BJ1785;SPC LA S     -   270,850.    1,079,110.      MT  (+/- 180 meters Scaled)
 BJ1785
 BJ1785                          SUPERSEDED SURVEY CONTROL
 BJ1785
 BJ1785  NGVD 29 (??/??/??)   61.546  (m)          201.92   (f) ADJUSTED    1 1
 BJ1785
 BJ1785.Superseded values are not recommended for survey control.
 BJ1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1785.See file dsdata.txt to determine how the superseded data were derived.
 BJ1785
 BJ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ383257(NAD 83)
 BJ1785_MARKER: X = CHISELED CROSS
 BJ1785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1785_SP_SET: PLATFORM
 BJ1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1785
 BJ1785  HISTORY     - Date     Condition        Report By
 BJ1785  HISTORY     - UNK      MONUMENTED       USGS
 BJ1785  HISTORY     - 1969     GOOD             CGS
 BJ1785  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1785
 BJ1785                          STATION DESCRIPTION
 BJ1785
 BJ1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1785'0.2 MI NE FROM KENTWOOD.
 BJ1785'ABOUT 0.2 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1785'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, AT THE KENTWOOD CITY
 BJ1785'RESERVOIR, 283 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 BJ1785'TRACK, 147 FEET NORTH OF THE CENTER LINE OF AVENUE D, 53 FEET EAST OF
 BJ1785'THE FENCE ALONG THE WEST SIDE OF THE RESERVOIR, 42.7 FEET NORTH OF THE
 BJ1785'NORTH SIDE OF THE RESERVOIR, A 1/2 INCH CHISELED CROSS SET VERTICALLY
 BJ1785'ON THE NORTH SIDE OF A 10-INCH WELL CASING FOR A 672 FEET DEEP WELL
 BJ1785'OWNED BY THE CITY OF KENTWOOD, 2 FEET BELOW THE TOP OF THE CASING AND
 BJ1785'0.6 FOOT ABOVE THE LEVEL OF THE CONCRETE PLATFORM AROUND THE CASING.
 BJ1785
 BJ1785                          STATION RECOVERY (1992)
 BJ1785
 BJ1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1785'THE PORTION OF THE WELL THAT THE CHISSELED CROSS WAS ON HAS BEEN
 BJ1785'REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1559 ***********************************************************************
 BJ1559  DESIGNATION -  TA 7
 BJ1559  PID         -  BJ1559
 BJ1559  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1559  USGS QUAD   -  PONCHATOULA (1994)
 BJ1559
 BJ1559                         *CURRENT SURVEY CONTROL
 BJ1559  ___________________________________________________________________
 BJ1559* NAD 83(1986)-  30 26 06.     (N)    090 26 33.     (W)     SCALED    
 BJ1559* NAVD 88     -         6.165  (meters)      20.23   (feet)  READJUSTED
 BJ1559  ___________________________________________________________________
 BJ1559  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ1559  DYNAMIC HT  -           6.160 (meters)      20.21  (feet)  COMP
 BJ1559  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BJ1559
 BJ1559  VERT ORDER  -  ?
 BJ1559
 BJ1559.The horizontal coordinates were scaled from a topographic map and have
 BJ1559.an estimated accuracy of +/- 6 seconds.
 BJ1559
 BJ1559.The orthometric height was determined by differential leveling
 BJ1559.and adjusted by the National Geodetic Survey in June 1991..
 BJ1559.The height was derived from older observations constrained to new
 BJ1559.heights in a crustal motion area.  The height is approximate in
 BJ1559.relation to other heights in its vicinity.
 BJ1559
 BJ1559.The geoid height was determined by GEOID03.
 BJ1559
 BJ1559.The dynamic height is computed by dividing the NAVD 88
 BJ1559.geopotential number by the normal gravity value computed on the
 BJ1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1559.degrees latitude (g = 980.6199 gals.).
 BJ1559
 BJ1559.The modeled gravity was interpolated from observed gravity values.
 BJ1559
 BJ1559;                    North         East    Units  Estimated Accuracy
 BJ1559;SPC LA S     -   214,820.    1,085,570.      MT  (+/- 180 meters Scaled)
 BJ1559
 BJ1559                          SUPERSEDED SURVEY CONTROL
 BJ1559
 BJ1559  NGVD 29 (??/??/??)    6.147  (m)           20.17   (f) ADJUSTED    1 1
 BJ1559
 BJ1559.Superseded values are not recommended for survey control.
 BJ1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1559.See file dsdata.txt to determine how the superseded data were derived.
 BJ1559
 BJ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP456697(NAD 83)
 BJ1559_MARKER: X = CHISELED CROSS
 BJ1559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1559_SP_SET: CASING
 BJ1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1559
 BJ1559  HISTORY     - Date     Condition        Report By
 BJ1559  HISTORY     - 1964     MONUMENTED       USGS
 BJ1559  HISTORY     - 1969     GOOD             CGS
 BJ1559  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1559  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1559
 BJ1559                          STATION DESCRIPTION
 BJ1559
 BJ1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1559'IN PONCHATOULA.
 BJ1559'AT PONCHATOULA, ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 BJ1559'RAILROAD FROM THE STATION, THENCE 0.15 MILE WEST ALONG WEST MAGNOLIA
 BJ1559'STREET, AT THE CITY WATER WORKS, 74.5 FEET SOUTHWEST OF THE SOUTHWEST
 BJ1559'LEG OF THE WATER TANK, 40.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BJ1559'A BRICK BUILDING HOUSING A PUMP, 3 FEET EAST OF THE HIGH NORTH-SOUTH
 BJ1559'FENCE AROUND THE WATER WORKS, 173 FEET SOUTHWEST OF TRIANGULATION
 BJ1559'STATION PONCHATOULA DESCRIBED, A SMALL CHISELED CROSS ON THE NORTHEAST
 BJ1559'FACE OF BOTTOM 6 INCH T JUNCTION BETWEEN TWO VALVES ON CASING OF
 BJ1559'654-FOOT DEEP WELL OWNED BY THE CITY OF PONCHATOULA AND 8 INCHES BELOW
 BJ1559'THE LEVEL OF THE GROUND.
 BJ1559
 BJ1559                          STATION RECOVERY (1986)
 BJ1559
 BJ1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1559'NOT RECOVERED.  MARK WAS NOT DUG FOR AND THE SUPERINTENDANT OF PUBLIC
 BJ1559'WORKS INFORMED ME THAT HE HAD BEEN THERE FOR TWO YEARS AND THIS WELL
 BJ1559'HAS NOT BEEN USED.  MARK IS BELIEVED TO EXIST BUT WAS REPORTED TO BE 8
 BJ1559'INCHES BELOW THE LEVEL OF THE GROUND BY CGS IN GOOD CONDITION IN 1969.
 BJ1559
 BJ1559                          STATION RECOVERY (1992)
 BJ1559
 BJ1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1559'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3264 ***********************************************************************
 CQ3264  DESIGNATION -  TACAN BARKSDALE AFB BAD
 CQ3264  PID         -  CQ3264
 CQ3264  STATE/COUNTY-  LA/BOSSIER
 CQ3264  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3264
 CQ3264                         *CURRENT SURVEY CONTROL
 CQ3264  ___________________________________________________________________
 CQ3264* NAD 83(1992)-  32 30 11.31171(N)    093 39 33.96912(W)     ADJUSTED  
 CQ3264* NAVD 88     -                                                        
 CQ3264  ___________________________________________________________________
 CQ3264  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CQ3264  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3264
 CQ3264  HORZ ORDER  -  THIRD
 CQ3264
 CQ3264.The horizontal coordinates were established by classical geodetic methods
 CQ3264.and adjusted by the National Geodetic Survey in January 1993..
 CQ3264
 CQ3264
 CQ3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3264
 CQ3264.The geoid height was determined by GEOID03.
 CQ3264
 CQ3264;                    North         East     Units Scale Factor Converg.
 CQ3264;SPC LA N     -   222,685.663   891,049.458   MT  0.99996680   -0 36 46.8
 CQ3264;SPC LA N     -   730,594.55  2,923,384.76   sFT  0.99996680   -0 36 46.8
 CQ3264;UTM  15      - 3,596,398.979   438,054.714   MT  0.99964732   -0 21 15.7
 CQ3264
 CQ3264                          SUPERSEDED SURVEY CONTROL
 CQ3264
 CQ3264  NAD 83(1986)-  32 30 11.32389(N)    093 39 33.95826(W) AD(       ) 4
 CQ3264  NAD 27      -  32 30 10.77400(N)    093 39 33.32400(W) AD(       ) 3
 CQ3264
 CQ3264.Superseded values are not recommended for survey control.
 CQ3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3264.See file dsdata.txt to determine how the superseded data were derived.
 CQ3264
 CQ3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3805596399(NAD 83)
 CQ3264_MARKER: 53 = ELEVATED TANK
 CQ3264
 CQ3264  HISTORY     - Date     Condition        Report By
 CQ3264  HISTORY     - 1960     FIRST OBSERVED   CGS
 CQ3264
 CQ3264                          STATION DESCRIPTION
 CQ3264
 CQ3264'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ3264'THE STATION IS THE TOP CENTER OF THE TACAN LOCATED AT THE
 CQ3264'EASTERLY SIDE OF THE MAIN RUNWAY ON GROUND OF THE AIR FORCE BASE.
 CQ3264'IT IS AN ELEVATED CYLINDRICAL TANK SUPPORTED BY A FOUR-LEGGED
 CQ3264'STEEL STRUCTURE ABOUT 30 FEET HIGH.  THE TANGENTS OF THE TANK
 CQ3264'WAS OBSERVED.  THE STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2902 ***********************************************************************
 AU2902  DESIGNATION -  TAFT MUN TANK
 AU2902  PID         -  AU2902
 AU2902  STATE/COUNTY-  LA/ST CHARLES
 AU2902  USGS QUAD   -  HAHNVILLE (1995)
 AU2902
 AU2902                         *CURRENT SURVEY CONTROL
 AU2902  ___________________________________________________________________
 AU2902* NAD 83(1992)-  29 58 41.92813(N)    090 27 24.21039(W)     ADJUSTED  
 AU2902* NAVD 88     -                                                        
 AU2902  **This station is located in a subsidence area (see below).
 AU2902  ___________________________________________________________________
 AU2902  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AU2902  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AU2902
 AU2902  HORZ ORDER  -  THIRD
 AU2902
 AU2902.The horizontal coordinates were established by classical geodetic methods
 AU2902.and adjusted by the National Geodetic Survey in January 1993..
 AU2902
 AU2902 ** The orthometric height has not been validated since last determined
 AU2902 ** by differential leveling and should not be used for control purposes.
 AU2902 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2902 ** area with valid NAVD 88 orthometric heights.
 AU2902 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2902 ** epoch indicated which incorporates improved geoid heights for the
 AU2902 ** Southern Louisiana Subsidence area.
 AU2902 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2902
 AU2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2902
 AU2902.The geoid height was determined by GEOID03.
 AU2902
 AU2902;                    North         East     Units Scale Factor Converg.
 AU2902;SPC LA S     -   164,186.147 1,084,591.951   MT  0.99992582   +0 26 17.9
 AU2902;SPC LA S     -   538,667.38  3,558,365.43   sFT  0.99992582   +0 26 17.9
 AU2902;UTM  15      - 3,319,104.737   745,386.933   MT  1.00034298   +1 16 17.2
 AU2902
 AU2902                          SUPERSEDED SURVEY CONTROL
 AU2902
 AU2902  NAD 83(1986)-  29 58 41.94492(N)    090 27 24.21084(W) AD(       ) 4
 AU2902  NAD 27      -  29 58 41.21098(N)    090 27 23.90908(W) AD(       ) 3
 AU2902
 AU2902.Superseded values are not recommended for survey control.
 AU2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2902.See file dsdata.txt to determine how the superseded data were derived.
 AU2902
 AU2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4538719105(NAD 83)
 AU2902_MARKER: 53 = ELEVATED TANK
 AU2902
 AU2902  HISTORY     - Date     Condition        Report By
 AU2902  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2902
 AU2902                          STATION DESCRIPTION
 AU2902
 AU2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2902'THE TAFT, MUNICIPAL WATER TANK IS LOCATED ABOUT 6-1/2 MILES
 AU2902'NORTHWEST OF LULING, 2-3/4 MILES SOUTHEAST OF KILLONA, 1 MILE SOUTH
 AU2902'OF STATE HIGHWAY 18 AND IN THE SMALL SETTLEMENT OF TAFT.  IT IS
 AU2902'OWNED BY THE ST CHARLES PARISH WATER DISTRICT.
 AU2902'
 AU2902'IT IS A SIX-LEGGED SELF-SUPPORTED STEEL STRUCTURE SUPPORTING THE TANK
 AU2902'PROPER, PAINTED BLUE-GREEN COLOR AND HAS AN OVERALL HEIGHT OF 155
 AU2902'FEET.
 AU2902'
 AU2902'POINT INTERSECTED WAS THE BALL AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2901 ***********************************************************************
 AU2901  DESIGNATION -  TAFT UNION CARBIDE TANK
 AU2901  PID         -  AU2901
 AU2901  STATE/COUNTY-  LA/ST CHARLES
 AU2901  USGS QUAD   -  HAHNVILLE (1995)
 AU2901
 AU2901                         *CURRENT SURVEY CONTROL
 AU2901  ___________________________________________________________________
 AU2901* NAD 83(1992)-  29 59 11.64447(N)    090 26 30.54800(W)     ADJUSTED  
 AU2901* NAVD 88     -                                                        
 AU2901  **This station is located in a subsidence area (see below).
 AU2901  ___________________________________________________________________
 AU2901  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AU2901  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU2901
 AU2901  HORZ ORDER  -  THIRD
 AU2901
 AU2901.The horizontal coordinates were established by classical geodetic methods
 AU2901.and adjusted by the National Geodetic Survey in January 1993..
 AU2901
 AU2901 ** The orthometric height has not been validated since last determined
 AU2901 ** by differential leveling and should not be used for control purposes.
 AU2901 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2901 ** area with valid NAVD 88 orthometric heights.
 AU2901 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2901 ** epoch indicated which incorporates improved geoid heights for the
 AU2901 ** Southern Louisiana Subsidence area.
 AU2901 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2901
 AU2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2901
 AU2901.The geoid height was determined by GEOID03.
 AU2901
 AU2901;                    North         East     Units Scale Factor Converg.
 AU2901;SPC LA S     -   165,112.182 1,086,023.241   MT  0.99992578   +0 26 44.8
 AU2901;SPC LA S     -   541,705.55  3,563,061.25   sFT  0.99992578   +0 26 44.8
 AU2901;UTM  15      - 3,320,051.889   746,805.202   MT  1.00035159   +1 16 45.2
 AU2901
 AU2901                          SUPERSEDED SURVEY CONTROL
 AU2901
 AU2901  NAD 83(1986)-  29 59 11.66132(N)    090 26 30.54816(W) AD(       ) 4
 AU2901  NAD 27      -  29 59 10.92677(N)    090 26 30.24899(W) AD(       ) 3
 AU2901
 AU2901.Superseded values are not recommended for survey control.
 AU2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2901.See file dsdata.txt to determine how the superseded data were derived.
 AU2901
 AU2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4680520052(NAD 83)
 AU2901_MARKER: 53 = ELEVATED TANK
 AU2901
 AU2901  HISTORY     - Date     Condition        Report By
 AU2901  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU2901
 AU2901                          STATION DESCRIPTION
 AU2901
 AU2901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2901'THE TAFT, UNION CARBIDE CORPORATION WATER TANK IS LOCATED ABOUT
 AU2901'5-3/4 MILES NORTHWEST OF LULING, 1/2 MILE NORTHEAST OF TAFT AND
 AU2901'1/4 MILE SOUTH OF STATE HIGHWAY 18 AT THE UNION CARBIDE CORPORATION
 AU2901'PLANT.
 AU2901'
 AU2901'IT IS A FOUR-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 AU2901'PROPER, PAINTED WHITE IN COLOR WITH A BLUE SHIELD CONTAINING
 AU2901'UNION CARBIDE IN WHITE, A RED LIGHT IS LOCATED OFF-CENTER NEAR THE
 AU2901'TOP AND HAS AN OVERALL HEIGHT OF 175 FEET.
 AU2901'
 AU2901'POINT INTERSECTED WAS THE BALL AT THE APPROXIMATE CENTER OF THE TOP
 AU2901'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1562 ***********************************************************************
 BW1562  DESIGNATION -  TALIAFERRO BOLT
 BW1562  PID         -  BW1562
 BW1562  STATE/COUNTY-  LA/CATAHOULA
 BW1562  USGS QUAD   -  HARRISONBURG (1984)
 BW1562
 BW1562                         *CURRENT SURVEY CONTROL
 BW1562  ___________________________________________________________________
 BW1562* NAD 83(1986)-  31 45 50.     (N)    091 49 42.     (W)     SCALED    
 BW1562* NAVD 88     -        17.26   (+/-2cm)      56.6    (feet)  VERTCON   
 BW1562  ___________________________________________________________________
 BW1562  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1562
 BW1562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1562
 BW1562.The horizontal coordinates were scaled from a topographic map and have
 BW1562.an estimated accuracy of +/- 6 seconds.
 BW1562
 BW1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1562.The vertical order pertains to the NGVD 29 superseded value.
 BW1562
 BW1562.The geoid height was determined by GEOID03.
 BW1562
 BW1562;                    North         East    Units  Estimated Accuracy
 BW1562;SPC LA N     -   140,330.    1,063,620.      MT  (+/- 180 meters Scaled)
 BW1562
 BW1562                          SUPERSEDED SURVEY CONTROL
 BW1562
 BW1562  NGVD 29 (??/??/92)   17.26   (m)           56.6    (f) COMPUTED    2 0
 BW1562
 BW1562.Superseded values are not recommended for survey control.
 BW1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1562.See file dsdata.txt to determine how the superseded data were derived.
 BW1562
 BW1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR109148(NAD 83)
 BW1562_MARKER: B = BOLT
 BW1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1562_SP_SET: STONE
 BW1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1562+STABILITY: SURFACE MOTION
 BW1562
 BW1562  HISTORY     - Date     Condition        Report By
 BW1562  HISTORY     - UNK      MONUMENTED       DOD
 BW1562  HISTORY     - 1934     GOOD             DOD
 BW1562
 BW1562                          STATION DESCRIPTION
 BW1562
 BW1562'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1562'0.5 MI SW FROM HARRISONBURG.
 BW1562'B.M. IS A PIPE STONE BENCH WITH BRASS CAP.  LOCATED 0.5 MILE SOUTHWEST
 BW1562'OF HARRISONBURG, CATAHOULA PARISH, LOUISIANA.  ON PROPERTY OF H.B.
 BW1562'TALIAFERRO, 34 FT. EAST OF CENTERLINE OF OLD HARRISONBURG-JONESVILLE
 BW1562'ROAD, 46 FT. NORTH OF FIELD FENCE, 106 FT. SOUTHWEST OF BARN. CAP IS
 BW1562'ABOUT 14 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2848 ***********************************************************************
 BH2848  DESIGNATION -  TALISHEEK ATT MICROWAVE
 BH2848  PID         -  BH2848
 BH2848  STATE/COUNTY-  LA/ST TAMMANY
 BH2848  USGS QUAD   -  HICKORY (1994)
 BH2848
 BH2848                         *CURRENT SURVEY CONTROL
 BH2848  ___________________________________________________________________
 BH2848* NAD 83(1992)-  30 29 40.29537(N)    089 49 45.44911(W)     ADJUSTED  
 BH2848* NAVD 88     -                                                        
 BH2848  ___________________________________________________________________
 BH2848  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BH2848  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BH2848
 BH2848  HORZ ORDER  -  THIRD
 BH2848
 BH2848.The horizontal coordinates were established by classical geodetic methods
 BH2848.and adjusted by the National Geodetic Survey in May 1994..
 BH2848
 BH2848
 BH2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2848
 BH2848.The geoid height was determined by GEOID03.
 BH2848
 BH2848;                    North         East     Units Scale Factor Converg.
 BH2848;SPC LA S     -   222,032.135 1,144,384.968   MT  0.99996274   +0 45 07.3
 BH2848;SPC LA S     -   728,450.43  3,754,536.35   sFT  0.99996274   +0 45 07.3
 BH2848;UTM  16      - 3,376,989.247   228,430.585   MT  1.00050991   -1 26 11.8
 BH2848
 BH2848                          SUPERSEDED SURVEY CONTROL
 BH2848
 BH2848  NAD 83(1992)-  30 29 40.29931(N)    089 49 45.44880(W) AD(       ) 4
 BH2848  NAD 83(1986)-  30 29 40.30767(N)    089 49 45.44607(W) AD(       ) 4
 BH2848  NAD 27      -  30 29 39.60840(N)    089 49 45.19835(W) AD(       ) 3
 BH2848
 BH2848.Superseded values are not recommended for survey control.
 BH2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2848.See file dsdata.txt to determine how the superseded data were derived.
 BH2848
 BH2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2843176989(NAD 83)
 BH2848
 BH2848  HISTORY     - Date     Condition        Report By
 BH2848  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2848
 BH2848                          STATION DESCRIPTION
 BH2848
 BH2848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2848'AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE IS LOCATED INSIDE
 BH2848'A FENCED AREA, ABOUT 1 MILE WEST OF EVANS CREEK, 4 MILES SOUTHEAST
 BH2848'OF TALISHEEK AND ABOUT 250 FEET SOUTH OF AN EAST-WEST ROAD.
 BH2848'
 BH2848'A LARGE 4-STEEL CHANNEL LEGGED STRUCTURE, 300 FEET IN HEIGHT, PAINTED
 BH2848'RED-WHITE ALTERNATE SECTIONS, HAS A RED LIGHT AND 4 LARGE VOICE
 BH2848'MIRRORS AT TOP.
 BH2848'
 BH2848'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0802 ***********************************************************************
 AV0802  DESIGNATION -  TALLER WESTERN OF TWO STACKS
 AV0802  PID         -  AV0802
 AV0802  STATE/COUNTY-  LA/CAMERON
 AV0802  USGS QUAD   -  SWEET LAKE (1982)
 AV0802
 AV0802                         *CURRENT SURVEY CONTROL
 AV0802  ___________________________________________________________________
 AV0802* NAD 83(1992)-  29 59 07.68829(N)    093 07 48.30341(W)     ADJUSTED  
 AV0802* NAVD 88     -                                                        
 AV0802  **This station is located in a subsidence area (see below).
 AV0802  ___________________________________________________________________
 AV0802  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AV0802  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AV0802
 AV0802  HORZ ORDER  -  THIRD
 AV0802
 AV0802.The horizontal coordinates were established by classical geodetic methods
 AV0802.and adjusted by the National Geodetic Survey in January 1993..
 AV0802
 AV0802 ** The orthometric height has not been validated since last determined
 AV0802 ** by differential leveling and should not be used for control purposes.
 AV0802 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0802 ** area with valid NAVD 88 orthometric heights.
 AV0802 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0802 ** epoch indicated which incorporates improved geoid heights for the
 AV0802 ** Southern Louisiana Subsidence area.
 AV0802 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0802
 AV0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0802
 AV0802.The geoid height was determined by GEOID03.
 AV0802
 AV0802;                    North         East     Units Scale Factor Converg.
 AV0802;SPC LA S     -   166,014.960   826,632.906   MT  0.99992578   -0 53 54.2
 AV0802;SPC LA S     -   544,667.41  2,712,044.79   sFT  0.99992578   -0 53 54.2
 AV0802;UTM  15      - 3,317,182.318   487,451.839   MT  0.99960194   -0 03 54.0
 AV0802
 AV0802                          SUPERSEDED SURVEY CONTROL
 AV0802
 AV0802  NAD 83(1986)-  29 59 07.71360(N)    093 07 48.28967(W) AD(       ) 4
 AV0802  NAD 27      -  29 59 06.95000(N)    093 07 47.72500(W) AD(       ) 3
 AV0802
 AV0802.Superseded values are not recommended for survey control.
 AV0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0802.See file dsdata.txt to determine how the superseded data were derived.
 AV0802
 AV0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8745217182(NAD 83)
 AV0802_MARKER: 63 = STACK
 AV0802
 AV0802  HISTORY     - Date     Condition        Report By
 AV0802  HISTORY     - 1934     FIRST OBSERVED   CGS
 AV0802
 AV0802                          STATION DESCRIPTION
 AV0802
 AV0802'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1348 ***********************************************************************
 CP1348  HT_MOD      -  This is a Height Modernization Survey Station.
 CP1348  DESIGNATION -  TALLULAH 2 AZ MK
 CP1348  PID         -  CP1348
 CP1348  STATE/COUNTY-  LA/MADISON
 CP1348  USGS QUAD   -  TALLULAH (1994)
 CP1348
 CP1348                         *CURRENT SURVEY CONTROL
 CP1348  ___________________________________________________________________
 CP1348* NAD 83(1992)-  32 24 41.14132(N)    091 08 49.61518(W)     ADJUSTED  
 CP1348* NAVD 88     -        25.39   (meters)      83.3    (feet)  GPS OBS   
 CP1348  ___________________________________________________________________
 CP1348  X           -    -107,900.486 (meters)                     COMP
 CP1348  Y           -  -5,388,661.690 (meters)                     COMP
 CP1348  Z           -   3,399,034.589 (meters)                     COMP
 CP1348  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CP1348  ELLIP HEIGHT-          -1.08  (meters)          (03/17/04) GPS OBS
 CP1348  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1348  DYNAMIC HT  -          25.37  (meters)      83.2   (feet)  COMP
 CP1348  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CP1348
 CP1348  HORZ ORDER  -  FIRST
 CP1348  VERT ORDER  -  THIRD (See Below)
 CP1348  ELLP ORDER  -  FOURTH    CLASS II
 CP1348
 CP1348.The horizontal coordinates were established by GPS observations
 CP1348.and adjusted by the National Geodetic Survey in March 2004..
 CP1348
 CP1348.The orthometric height was determined by GPS observations and a
 CP1348.high-resolution geoid model using precise GPS observation and
 CP1348.processing techniques. It supersedes the leveled height previously
 CP1348.determined for this station.
 CP1348.The vertical order pertains to the first NAVD 88 superseded value.
 CP1348
 CP1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP1348
 CP1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1348
 CP1348.The ellipsoidal height was determined by GPS observations
 CP1348.and is referenced to NAD 83.
 CP1348
 CP1348.The geoid height was determined by GEOID03.
 CP1348
 CP1348.The dynamic height is computed by dividing the NAVD 88
 CP1348.geopotential number by the normal gravity value computed on the
 CP1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1348.degrees latitude (g = 980.6199 gals.).
 CP1348
 CP1348.The modeled gravity was interpolated from observed gravity values.
 CP1348
 CP1348;                    North         East     Units Scale Factor Converg.
 CP1348;SPC LA N     -   212,726.970 1,127,254.734   MT  0.99995175   +0 42 55.0
 CP1348;SPC LA N     -   697,921.73  3,698,334.91   sFT  0.99995175   +0 42 55.0
 CP1348;UTM  15      - 3,587,551.317   674,241.860   MT  0.99997440   +0 59 36.2
 CP1348
 CP1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1348!SPC LA N     -   1.00000017  x   0.99995175  =   0.99995192
 CP1348!UTM  15      -   1.00000017  x   0.99997440  =   0.99997457
 CP1348
 CP1348                          SUPERSEDED SURVEY CONTROL
 CP1348
 CP1348  NAD 83(1992)-  32 24 41.14454(N)    091 08 49.61308(W) AD(       ) 2
 CP1348  NAD 83(1992)-  32 24 41.15396(N)    091 08 49.61066(W) AD(       ) 2
 CP1348  NAD 83(1986)-  32 24 41.15662(N)    091 08 49.60818(W) AD(       ) 2
 CP1348  NAVD 88 (06/15/91)   25.453  (m)           83.51   (f) ADJUSTED    1 1
 CP1348  NGVD 29 (06/11/92)   25.449  (m)           83.49   (f) ADJUSTED    1 1
 CP1348
 CP1348.Superseded values are not recommended for survey control.
 CP1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1348.See file dsdata.txt to determine how the superseded data were derived.
 CP1348
 CP1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7424287551(NAD 83)
 CP1348_MARKER: DZ = AZIMUTH MARK DISK
 CP1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1348_STAMPING: TALLULAH 2 1957
 CP1348_MARK LOGO: CGS   
 CP1348_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1348+STABILITY: SURFACE MOTION
 CP1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1348+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 CP1348
 CP1348  HISTORY     - Date     Condition        Report By
 CP1348  HISTORY     - 1957     MONUMENTED       CGS
 CP1348  HISTORY     - 1968     GOOD             NGS
 CP1348  HISTORY     - 1982     GOOD             LADTD
 CP1348  HISTORY     - 1983     GOOD             LADTD
 CP1348  HISTORY     - 20021001 GOOD             PYBURN
 CP1348
 CP1348                          STATION DESCRIPTION
 CP1348
 CP1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1348'3.6 MI NE FROM TALLULAH.
 CP1348'2.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1348'AT TALLULAH, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 602, THENCE
 CP1348'0.15 MILE EAST ALONG U.S. HIGHWAY 80, THENCE 1.05 MILES NORTH ALONG A
 CP1348'PAVED ROAD, IN SECTION 47, T 17 N, R 13 E, AT THE SOUTHEAST CORNER OF
 CP1348'THE TALLULAH AIRPORT, 0.2 MILE EAST OF THE AIRPORT HANGARS, 139 FEET
 CP1348'NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 83 FEET NORTHEAST OF
 CP1348'THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD AND A TRAIL ROAD, 13
 CP1348'FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 182 FEET NORTH OF
 CP1348'THE NORTHWEST CORNER OF A WOODEN BRIDGE WHICH IS ON THE PAVED ROAD, 26
 CP1348'FEET NORTHEAST OF THE EAST END OF A CULVERT UNDER THE TRAIL ROAD, 2
 CP1348'FEET EAST OF A TELEPHONE POLE, 1.1 FEET WEST OF A METAL WITNESS POST,
 CP1348'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 CP1348'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1348
 CP1348                          STATION RECOVERY (1982)
 CP1348
 CP1348'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1348'RECOVERED IN GOOD CONDITION.
 CP1348
 CP1348                          STATION RECOVERY (1983)
 CP1348
 CP1348'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP1348'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MILES) EAST-NORTHEAST OF
 CP1348'TALLULAH IN THE SOUTHWEST QUARTER OF SECTION 47, T17N, R13E.
 CP1348'
 CP1348'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, GO EAST ON U S
 CP1348'HIGHWAY 80 FOR 3.5 KM (2.2 MILES) TO A PAVED SIDE ROAD ON THE LEFT,
 CP1348'THENCE NORTH ON THE SIDE ROAD FOR 1.6 KM (1 MILE) TO A FORK IN IN
 CP1348'ROAD, THENCE TAKE THE LEFT FORK AND CONTINUE NORTH TOWARDS THE
 CP1348'TALLULAH AIRPORT FOR 0.16 KM (0.1 MILE) TO THE STATION MARK ON THE
 CP1348'RIGHT ACROSS A DRAINAGE DITCH.
 CP1348'
 CP1348'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---
 CP1348'TALLULAH 2 1957--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP1348'30 CM (12 INCHES) IN DIAMETER PROJECTING 7.6 CM (3 INCHES) ABOVE THE
 CP1348'GROUND LOCATED 55.5 METERS (182 FEET) N FROM THE NORTHWEST CORNER OF
 CP1348'A WOODEN BRIDGE, 42.4 METERS (139 FEET) NW FROM THE CENTER OF A PAVED
 CP1348'ROAD, 25.3 METERS (83 FEET) NE FROM THE CENTER OF THE INTERSECTION OF
 CP1348'PAVED AND FIELD ROAD, 7.9 METERS (26 FEET) NE FROM THE EAST END OF
 CP1348'FIELD ROAD CULVERT, AND 0.3 METER (1 FOOT) W FROM A METAL WITNESS
 CP1348'POST WITH SIGN ATTACHED.
 CP1348
 CP1348                          STATION RECOVERY (2002)
 CP1348
 CP1348'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP1348'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MILES) EAST-NORTHEAST
 CP1348'FTALLULAH IN THE SOUTHWEST QUARTER OF SECTION 47, T17N, R13E.TO REACH
 CP1348'THE STATION FROM THE COURTHOUSE IN TALLULAH, GO EAST ON U SHIGHWAY 80
 CP1348'FOR 3.5 KM (2.2 MILES) TO A PAVED SIDE ROAD ON THE LEFT,THENCE NORTH
 CP1348'ON THE SIDE ROAD FOR 1.6 KM (1 MILE) TO A FORK IN INROAD, THENCE TAKE
 CP1348'THE LEFT FORK AND CONTINUE NORTH TOWARDS THETALLULAH AIRPORT FOR 0.16
 CP1348'KM (0.1 MILE) TO THE STATION MARK ON THERIGHT ACROSS A DRAINAGE DITCH.
 CP1348'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP1348'TAMPEDTALLULAH 2 1957--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP1348'30 CM (12 INCHES) IN DIAMETER PROJECTING 7.6 CM (3 INCHES) ABOVE
 CP1348'HEGROUND LOCATED 55.5 METERS (182 FEET) N FROM THE NORTHWEST CORNER OF
 CP1348'A WOODEN BRIDGE, 42.4 METERS (139 FEET) NW FROM THE CENTER OF A
 CP1348'AVEDROAD, 25.3 METERS (83 FEET) NE FROM THE CENTER OF THE INTERSECTION
 CP1348'OFPAVED AND FIELD ROAD, 7.9 METERS (26 FEET) NE FROM THE EAST END
 CP1348'FFIELD ROAD CULVERT, AND 0.3 METER (1 FOOT) W FROM A METAL WITNESSPOST
 CP1348'WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2425 ***********************************************************************
 CP2425  DESIGNATION -  TALLULAH 2 RESET
 CP2425  PID         -  CP2425
 CP2425  STATE/COUNTY-  LA/MADISON
 CP2425  USGS QUAD   -  TALLULAH (1994)
 CP2425
 CP2425                         *CURRENT SURVEY CONTROL
 CP2425  ___________________________________________________________________
 CP2425* NAD 83(1992)-  32 25 02.65690(N)    091 08 32.82929(W)     ADJUSTED  
 CP2425* NAVD 88     -        25.06   (+/-2cm)      82.2    (feet)  VERTCON   
 CP2425  ___________________________________________________________________
 CP2425  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CP2425  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2425
 CP2425  HORZ ORDER  -  FIRST
 CP2425  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2425
 CP2425.The horizontal coordinates were established by classical geodetic methods
 CP2425.and adjusted by the National Geodetic Survey in September 1999..
 CP2425
 CP2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2425.The vertical order pertains to the NGVD 29 superseded value.
 CP2425
 CP2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2425
 CP2425.The geoid height was determined by GEOID03.
 CP2425
 CP2425;                    North         East     Units Scale Factor Converg.
 CP2425;SPC LA N     -   213,395.135 1,127,684.996   MT  0.99995266   +0 43 03.9
 CP2425;SPC LA N     -   700,113.87  3,699,746.52   sFT  0.99995266   +0 43 03.9
 CP2425;SPC MS W     -   323,721.276   623,894.896   MT  1.00002140   -0 26 01.6
 CP2425;SPC MS W     - 1,062,075.55  2,046,895.17   sFT  1.00002140   -0 26 01.6
 CP2425;UTM  15      - 3,588,221.579   674,668.882   MT  0.99997623   +0 59 45.8
 CP2425
 CP2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2425!SPC LA N     -   1.00000022  x   0.99995266  =   0.99995288
 CP2425!SPC MS W     -   1.00000022  x   1.00002140  =   1.00002162
 CP2425!UTM  15      -   1.00000022  x   0.99997623  =   0.99997645
 CP2425
 CP2425|---------------------------------------------------------------------|
 CP2425| PID    Reference Object                     Distance      Geod. Az  |
 CP2425|                                                           dddmmss.s |
 CP2425| CP2426 TALLULAH 2 RM 6                       6.393 METERS 01224     |
 CP2425| CP1351 TALLULAH 2 RM 4                       5.610 METERS 01434     |
 CP2425| CP2427 TALLULAH RESET                        7.030 METERS 12333     |
 CP2425| CP1348 TALLULAH 2 AZ MK                    APPROX. 0.8 KM 2132949.4 |
 CP2425| CP1349 TALLULAH 2 RM 3                       8.745 METERS 24328     |
 CP2425| CP2424 TALLULAH 2 RM 5                       8.260 METERS 24439     |
 CP2425| CP2938 TALLULAH LA PWR AND LT CO TANK      APPROX. 4.5 KM 2560741.9 |
 CP2425| CP2941 TALLULAH FED COMP NW TANK           APPROX. 4.8 KM 2581201.6 |
 CP2425| CP2935 TALLULAH CHICAGO MILL CO STACK      APPROX. 5.5 KM 2652710.6 |
 CP2425| CP2933 TALLULAH CHICAGO MILL RAD MAST      APPROX. 6.1 KM 2670321.6 |
 CP2425| CP2940 TALLULAH LA PWR AND LT KYL 84       APPROX. 3.5 KM 2710912.0 |
 CP2425| CP2932 TALLULAH RAD STA KTLD MAST          APPROX. 7.0 KM 2785658.2 |
 CP2425|---------------------------------------------------------------------|
 CP2425
 CP2425                          SUPERSEDED SURVEY CONTROL
 CP2425
 CP2425  NAD 83(1992)-  32 25 02.65696(N)    091 08 32.82915(W) AD(       ) 1
 CP2425  NAD 83(1992)-  32 25 02.66642(N)    091 08 32.82679(W) AD(       ) 1
 CP2425  NAD 83(1986)-  32 25 02.66894(N)    091 08 32.82408(W) AD(       ) 1
 CP2425  NGVD 29 (06/11/92)   25.068  (m)           82.24   (f) ADJUSTED    2 1
 CP2425
 CP2425.Superseded values are not recommended for survey control.
 CP2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2425.See file dsdata.txt to determine how the superseded data were derived.
 CP2425
 CP2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7466988222(NAD 83)
 CP2425_MARKER: DS = TRIANGULATION STATION DISK
 CP2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2425_SP_SET: CONCRETE POST
 CP2425_STAMPING: TALLULAH 2 1957 1982
 CP2425_MARK LOGO: NGS   
 CP2425_PROJECTION: RECESSED 46 CENTIMETERS
 CP2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2425+STABILITY: SURFACE MOTION
 CP2425
 CP2425  HISTORY     - Date     Condition        Report By
 CP2425  HISTORY     - 1982     MONUMENTED       LADTD
 CP2425  HISTORY     - 1982     GOOD             LADTD
 CP2425
 CP2425                          STATION DESCRIPTION
 CP2425
 CP2425'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2425'3.9 KM (2.4 MI) EAST FROM TALLULAH.
 CP2425'ABOUT 3.7 KM (2.3 MILES) EAST ON U.S. HIGHWAY 80 FROM THE COURTHOUSE
 CP2425'IN TALLULAH TO A PAVED ROAD ON THE LEFT, THENCE NORTH ON THE PAVED
 CP2425'ROAD FOR 2.7 KM (1.7 MILES) TO THE STATION ON THE LEFT, 18.6 METERS
 CP2425'(61 FT) NORTHWEST OF THE CENTER OF THE PAVED ROAD, 8.5 METERS (28 FT)
 CP2425'EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, 7 METERS
 CP2425'(23 FT) SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2425'THE MARK IS 3.51 METERS  SE FROM A WITNESS POST.
 CP2425'THE MARK IS 0.30 M BELOW PAVED ROAD.
 CP2425
 CP2425                          STATION RECOVERY (1982)
 CP2425
 CP2425'RECOVERY NOTE BY LA TRANSP AND DEV 1982 (TLH)
 CP2425'THE STATION MARK WAS VISITED IN JUNE 1982, THE SURFACE MARK WAS FOUND
 CP2425'DESTROYED WITH THE UNDERGROUND MARK FOUND IN GOOD CONDITION.
 CP2425'REFERENCE MARKS NO. 3 AND 4 WERE SEARCHED FOR AND NOT FOUND.  THE
 CP2425'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  AT THIS TIME A NEW SURFACE
 CP2425'MARK WAS SET OVER THE UNDERGROUND MARK WITH REFERENCE MARKS NO. 5 AND
 CP2425'6 BEING SET WITH NEW DESCRIPTIONS BEING MADE ON THESE 3 MARKS.
 CP2425'
 CP2425'THE STATION IS LOCATED ABOUT 4 KM (2.5 MILES) EAST-NORTHEAST OF
 CP2425'TALLULAH IN THE NORTHWEST QUARTER OF SECTION 47, T17N, R13E.
 CP2425'OWNERSHIP--MR OLLIE CANTREL.
 CP2425'
 CP2425'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, GO EAST U.S.
 CP2425'HIGHWAY 80 FOR ABOUT 3.7 KM (2.3 MILES) TO A PAVED ROAD ON THE LEFT,
 CP2425'THENCE NORTH ON THE PAVED ROAD FOR ABOUT 2.7 KM (1.7 MILES) TO THE
 CP2425'STATION MARK ON THE LEFT.
 CP2425'
 CP2425'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---
 CP2425'TALLULAH 2 1957 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 CP2425'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 46 CM (18 INCHES)
 CP2425'BELOW THE GROUND LOCATED 18.6 METERS (61 FEET) NW FROM THE CENTER OF
 CP2425'THE PAVED ROAD, 8.5 METERS (28 FEET) WNW FROM A METAL WITNESS POST
 CP2425'WITH SIGN ATTACHED, AND 7 METERS (23 FEET) S FROM A METAL WITNESS
 CP2425'POST WITH SIGN ATTACHED.
 CP2425'
 CP2425'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP2425'STAMPED---TALLULAH 2 1957--- SET INTO AN IRREGULAR MASS OF CONCRETE
 CP2425'1.1 METERS (3.5 FEET) BELOW THE SURFACE.
 CP2425'
 CP2425'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP2425'STAMPED---TALLULAH 2 1957 NO. 5 1982--- SET INTO THE TOP OF A ROUND
 CP2425'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2425'LOCATED 22.7 METERS (74.5 FEET) NW FROM THE CENTER OF THE PAVED ROAD,
 CP2425'8.2 METERS (27 FEET) WSW FROM STATION MARK TALLULAH 2, 8.1 METERS
 CP2425'(26.5 FEET) SW FROM A METAL WITNESS POST WITH SIGN ATTACHED, AND 0.8
 CP2425'METER (2.5 FEET) ESE FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CP2425'
 CP2425'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP2425'STAMPED---TALLULAH 2 1957 NO 6 1982--- SET INTO THE TOP OF A ROUND
 CP2425'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 CP2425'LOCATED 21 METERS (69 FEET) NW FROM THE CENTER OF THE PAVED ROAD, 6.4
 CP2425'METERS (21 FEET) N FROM STATION MARK TALLULAH 2, 5.3 METERS (17.5
 CP2425'FEET) NE FROM A METAL WITNESS POST WITH SIGN ATTACHED, AND 0.9 METER
 CP2425'(3 FEET) SE FROM A METAL WITNESS POST WITH SIGN ATTACHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1349 ***********************************************************************
 CP1349  DESIGNATION -  TALLULAH 2 RM 3
 CP1349  PID         -  CP1349
 CP1349  STATE/COUNTY-  LA/MADISON
 CP1349  USGS QUAD   -  TALLULAH (1994)
 CP1349
 CP1349                         *CURRENT SURVEY CONTROL
 CP1349  ___________________________________________________________________
 CP1349* NAD 83(1986)-  32 25 03.     (N)    091 08 32.     (W)     SCALED    
 CP1349* NAVD 88     -        25.497  (meters)      83.65   (feet)  ADJUSTED  
 CP1349  ___________________________________________________________________
 CP1349  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1349  DYNAMIC HT  -          25.468 (meters)      83.56  (feet)  COMP
 CP1349  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CP1349
 CP1349  VERT ORDER  -  FIRST     CLASS I
 CP1349
 CP1349.The horizontal coordinates were scaled from a topographic map and have
 CP1349.an estimated accuracy of +/- 6 seconds.
 CP1349
 CP1349.The orthometric height was determined by differential leveling
 CP1349.and adjusted by the National Geodetic Survey in June 1991..
 CP1349
 CP1349.The geoid height was determined by GEOID03.
 CP1349
 CP1349.The dynamic height is computed by dividing the NAVD 88
 CP1349.geopotential number by the normal gravity value computed on the
 CP1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1349.degrees latitude (g = 980.6199 gals.).
 CP1349
 CP1349.The modeled gravity was interpolated from observed gravity values.
 CP1349
 CP1349;                    North         East    Units  Estimated Accuracy
 CP1349;SPC LA N     -   213,410.    1,127,710.      MT  (+/- 180 meters Scaled)
 CP1349
 CP1349                          SUPERSEDED SURVEY CONTROL
 CP1349
 CP1349  NGVD 29 (??/??/??)   25.501  (m)           83.66   (f) ADJUSTED    1 1
 CP1349
 CP1349.Superseded values are not recommended for survey control.
 CP1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1349.See file dsdata.txt to determine how the superseded data were derived.
 CP1349
 CP1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR746882(NAD 83)
 CP1349_MARKER: DR = REFERENCE MARK DISK
 CP1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1349_STAMPING: TALLULAH 2 NO 3 1957
 CP1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1349+STABILITY: SURFACE MOTION
 CP1349
 CP1349  HISTORY     - Date     Condition        Report By
 CP1349  HISTORY     - 1957     MONUMENTED       CGS
 CP1349  HISTORY     - 1968     GOOD             NGS
 CP1349
 CP1349                          STATION DESCRIPTION
 CP1349
 CP1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1349'4.1 MI NE FROM TALLULAH.
 CP1349'2.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1349'AT TALLULAH, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 602, THENCE
 CP1349'0.15 MILE EAST ALONG U.S. HIGHWAY 80, THENCE 1.55 MILES NORTH ALONG A
 CP1349'PAVED ROAD, IN SECTION 47, T 17 N, R 13 E, 0.6 MILE NORTHEAST OF THE
 CP1349'TALLULAH AIRPORT, 76 FEET WEST OF THE CENTER LINE OF THE ROAD, 37 FEET
 CP1349'EAST OF THE CENTER OF PANOLA BAYOU, 1.5 FEET NORTHEAST OF A 5-INCH
 CP1349'SQUARE CONCRETE POST, 28.68 FEET SOUTHWEST OF TRIANGULATION STATION
 CP1349'TALLULAH 2 1957, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CP1349'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1351 ***********************************************************************
 CP1351  DESIGNATION -  TALLULAH 2 RM 4
 CP1351  PID         -  CP1351
 CP1351  STATE/COUNTY-  LA/MADISON
 CP1351  USGS QUAD   -  TALLULAH (1994)
 CP1351
 CP1351                         *CURRENT SURVEY CONTROL
 CP1351  ___________________________________________________________________
 CP1351* NAD 83(1986)-  32 25 03.     (N)    091 08 32.     (W)     SCALED    
 CP1351* NAVD 88     -        25.458  (meters)      83.52   (feet)  ADJUSTED  
 CP1351  ___________________________________________________________________
 CP1351  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1351  DYNAMIC HT  -          25.429 (meters)      83.43  (feet)  COMP
 CP1351  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CP1351
 CP1351  VERT ORDER  -  FIRST     CLASS I
 CP1351
 CP1351.The horizontal coordinates were scaled from a topographic map and have
 CP1351.an estimated accuracy of +/- 6 seconds.
 CP1351
 CP1351.The orthometric height was determined by differential leveling
 CP1351.and adjusted by the National Geodetic Survey in June 1991..
 CP1351
 CP1351.The geoid height was determined by GEOID03.
 CP1351
 CP1351.The dynamic height is computed by dividing the NAVD 88
 CP1351.geopotential number by the normal gravity value computed on the
 CP1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1351.degrees latitude (g = 980.6199 gals.).
 CP1351
 CP1351.The modeled gravity was interpolated from observed gravity values.
 CP1351
 CP1351;                    North         East    Units  Estimated Accuracy
 CP1351;SPC LA N     -   213,410.    1,127,710.      MT  (+/- 180 meters Scaled)
 CP1351
 CP1351                          SUPERSEDED SURVEY CONTROL
 CP1351
 CP1351  NGVD 29 (??/??/??)   25.462  (m)           83.54   (f) ADJUSTED    1 1
 CP1351
 CP1351.Superseded values are not recommended for survey control.
 CP1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1351.See file dsdata.txt to determine how the superseded data were derived.
 CP1351
 CP1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR746882(NAD 83)
 CP1351_MARKER: DR = REFERENCE MARK DISK
 CP1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1351_STAMPING: TALLULAH 2 NO 4 1957
 CP1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1351+STABILITY: SURFACE MOTION
 CP1351
 CP1351  HISTORY     - Date     Condition        Report By
 CP1351  HISTORY     - 1957     MONUMENTED       CGS
 CP1351  HISTORY     - 1968     GOOD             NGS
 CP1351
 CP1351                          STATION DESCRIPTION
 CP1351
 CP1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1351'4.1 MI NE FROM TALLULAH.
 CP1351'2.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1351'AT TALLULAH, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 602, THENCE
 CP1351'0.15 MILE EAST ALONG U.S. HIGHWAY 80, THENCE 1.55 MILES NORTH ALONG A
 CP1351'PAVED ROAD, IN SECTION 47, T 17 N, R 13 E, 0.6 MILE NORTHEAST OF THE
 CP1351'TALLULAH AIRPORT, 69 FEET WEST OF THE CENTER LINE OF THE ROAD, 40 FEET
 CP1351'EAST OF THE CENTER OF PANOLA BAYOU, 2 FEET SOUTHWEST OF A 5-INCH
 CP1351'CONCRETE POST, 18.35 FEET NORTH OF TRIANGULATION STATION TALLULAH 2
 CP1351'1957, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CP1351'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2424 ***********************************************************************
 CP2424  DESIGNATION -  TALLULAH 2 RM 5
 CP2424  PID         -  CP2424
 CP2424  STATE/COUNTY-  LA/MADISON
 CP2424  USGS QUAD   -  TALLULAH (1994)
 CP2424
 CP2424                         *CURRENT SURVEY CONTROL
 CP2424  ___________________________________________________________________
 CP2424* NAD 83(1992)-  32 25 02.54208(N)    091 08 33.11499(W)     ADJUSTED  
 CP2424* NAVD 88     -        25.39   (+/-2cm)      83.3    (feet)  VERTCON   
 CP2424  ___________________________________________________________________
 CP2424  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CP2424  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2424
 CP2424  HORZ ORDER  -  SECOND
 CP2424  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2424
 CP2424.The horizontal coordinates were established by classical geodetic methods
 CP2424.and adjusted by the National Geodetic Survey in May 1994..
 CP2424.No horizontal observational check was made to the station.
 CP2424
 CP2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2424.The vertical order pertains to the NGVD 29 superseded value.
 CP2424
 CP2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2424
 CP2424.The geoid height was determined by GEOID03.
 CP2424
 CP2424;                    North         East     Units Scale Factor Converg.
 CP2424;SPC LA N     -   213,391.505 1,127,677.576   MT  0.99995265   +0 43 03.7
 CP2424;SPC LA N     -   700,101.96  3,699,722.18   sFT  0.99995265   +0 43 03.7
 CP2424;UTM  15      - 3,588,217.913   674,661.480   MT  0.99997620   +0 59 45.6
 CP2424
 CP2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2424!SPC LA N     -   1.00000017  x   0.99995265  =   0.99995282
 CP2424!UTM  15      -   1.00000017  x   0.99997620  =   0.99997637
 CP2424
 CP2424                          SUPERSEDED SURVEY CONTROL
 CP2424
 CP2424  NAD 83(1992)-  32 25 02.55154(N)    091 08 33.11264(W) AD(       ) 2
 CP2424  NAD 83(1986)-  32 25 02.55416(N)    091 08 33.10984(W) AD(       ) 2
 CP2424  NGVD 29 (06/11/92)   25.394  (m)           83.31   (f) ADJUSTED    2 1
 CP2424
 CP2424.Superseded values are not recommended for survey control.
 CP2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2424.See file dsdata.txt to determine how the superseded data were derived.
 CP2424
 CP2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7466188218(NAD 83)
 CP2424_MARKER: DR = REFERENCE MARK DISK
 CP2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2424_SP_SET: CONCRETE POST
 CP2424_STAMPING: TALLULAH 2 1957 NO 5 1982
 CP2424_MARK LOGO: NGS   
 CP2424_PROJECTION: FLUSH
 CP2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2424+STABILITY: SURFACE MOTION
 CP2424
 CP2424  HISTORY     - Date     Condition        Report By
 CP2424  HISTORY     - 1982     MONUMENTED       LADTD
 CP2424
 CP2424                          STATION DESCRIPTION
 CP2424
 CP2424'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2424'3.9 KM (2.4 MI) EAST FROM TALLULAH.
 CP2424'ABOUT 3.7 KM (2.3 MILES) EAST ON U.S. HIGHWAY 80 FROM THE COURTHOUSE
 CP2424'IN TALLULAH TO A PAVED ROAD ON THE LEFT, THENCE TURN LEFT FOR 2.7 KM
 CP2424'(1.7 MILES) TO THE STATION ON THE LEFT, 22.7 METERS (74.5 FT),
 CP2424'NORTHWEST FROM THE CENTER OF A PAVED ROAD, 8.2 METERS (27 FT)
 CP2424'WEST-SOUTHWEST OF TALLULAH 2, 8.1 METERS (26.5 FT) SOUTHWEST OF A
 CP2424'METAL WITNESS POST AND SIGN.
 CP2424'THE MARK IS 0.76 METERS  ESE FROM A WITNESS POST.
 CP2424'THE MARK IS 0.30 M BELOW PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2426 ***********************************************************************
 CP2426  DESIGNATION -  TALLULAH 2 RM 6
 CP2426  PID         -  CP2426
 CP2426  STATE/COUNTY-  LA/MADISON
 CP2426  USGS QUAD   -  TALLULAH (1994)
 CP2426
 CP2426                         *CURRENT SURVEY CONTROL
 CP2426  ___________________________________________________________________
 CP2426* NAD 83(1992)-  32 25 02.85959(N)    091 08 32.77674(W)     ADJUSTED  
 CP2426* NAVD 88     -        25.25   (+/-2cm)      82.8    (feet)  VERTCON   
 CP2426  ___________________________________________________________________
 CP2426  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CP2426  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2426
 CP2426  HORZ ORDER  -  SECOND
 CP2426  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2426
 CP2426.The horizontal coordinates were established by classical geodetic methods
 CP2426.and adjusted by the National Geodetic Survey in May 1994..
 CP2426.No horizontal observational check was made to the station.
 CP2426
 CP2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2426.The vertical order pertains to the NGVD 29 superseded value.
 CP2426
 CP2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2426
 CP2426.The geoid height was determined by GEOID03.
 CP2426
 CP2426;                    North         East     Units Scale Factor Converg.
 CP2426;SPC LA N     -   213,401.395 1,127,686.291   MT  0.99995267   +0 43 03.9
 CP2426;SPC LA N     -   700,134.41  3,699,750.77   sFT  0.99995267   +0 43 03.9
 CP2426;UTM  15      - 3,588,227.845   674,670.147   MT  0.99997624   +0 59 45.8
 CP2426
 CP2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2426!SPC LA N     -   1.00000019  x   0.99995267  =   0.99995286
 CP2426!UTM  15      -   1.00000019  x   0.99997624  =   0.99997643
 CP2426
 CP2426                          SUPERSEDED SURVEY CONTROL
 CP2426
 CP2426  NAD 83(1992)-  32 25 02.86905(N)    091 08 32.77438(W) AD(       ) 2
 CP2426  NAD 83(1986)-  32 25 02.87181(N)    091 08 32.77185(W) AD(       ) 2
 CP2426  NGVD 29 (06/11/92)   25.255  (m)           82.86   (f) ADJUSTED    2 1
 CP2426
 CP2426.Superseded values are not recommended for survey control.
 CP2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2426.See file dsdata.txt to determine how the superseded data were derived.
 CP2426
 CP2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7467088228(NAD 83)
 CP2426_MARKER: DR = REFERENCE MARK DISK
 CP2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2426_SP_SET: CONCRETE POST
 CP2426_STAMPING: TALLULAH 2 1957 NO 6 1982
 CP2426_MARK LOGO: NGS   
 CP2426_PROJECTION: FLUSH
 CP2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2426+STABILITY: SURFACE MOTION
 CP2426
 CP2426  HISTORY     - Date     Condition        Report By
 CP2426  HISTORY     - 1982     MONUMENTED       LADTD
 CP2426
 CP2426                          STATION DESCRIPTION
 CP2426
 CP2426'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2426'3.9 KM (2.4 MI) EAST FROM TALLULAH.
 CP2426'ABOUT 3.7 KM (2.3 MILES) EAST ON U.S. HIGHWAY 80 FROM THE COURTHOUSE
 CP2426'IN TALLULAH TO A PAVED ROAD ON THE LEFT, THENCE NORTH ON THE PAVED
 CP2426'ROAD FOR 2.7 KM (1.7 MILES) TO THE STATION ON THE LEFT, 21 METERS
 CP2426'(69 FT) NORTHWEST OF THE CENTER OF THE PAVED ROAD, 6.4 METERS (21 FT)
 CP2426'NORTH OF TALLULAH 2, AND 5.3 METERS (17.5 FT) NORTHEAST OF A METAL
 CP2426'WITNESS POST WITH SIGN.
 CP2426'THE MARK IS 0.91 METERS  SE FROM A WITNESS POST.
 CP2426'THE MARK IS 0.30 M BELOW PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2933 ***********************************************************************
 CP2933  DESIGNATION -  TALLULAH CHICAGO MILL RAD MAST
 CP2933  PID         -  CP2933
 CP2933  STATE/COUNTY-  LA/MADISON
 CP2933  USGS QUAD   -  TALLULAH (1994)
 CP2933
 CP2933                         *CURRENT SURVEY CONTROL
 CP2933  ___________________________________________________________________
 CP2933* NAD 83(1992)-  32 24 52.43485(N)    091 12 25.78399(W)     ADJUSTED  
 CP2933* NAVD 88     -                                                        
 CP2933  ___________________________________________________________________
 CP2933  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CP2933  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2933
 CP2933  HORZ ORDER  -  THIRD
 CP2933
 CP2933.The horizontal coordinates were established by classical geodetic methods
 CP2933.and adjusted by the National Geodetic Survey in May 1994..
 CP2933
 CP2933
 CP2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2933
 CP2933.The geoid height was determined by GEOID03.
 CP2933
 CP2933;                    North         East     Units Scale Factor Converg.
 CP2933;SPC LA N     -   213,005.868 1,121,602.741   MT  0.99995223   +0 41 00.7
 CP2933;SPC LA N     -   698,836.75  3,679,791.66   sFT  0.99995223   +0 41 00.7
 CP2933;SPC MS W     -   323,454.322   617,805.590   MT  1.00003328   -0 28 06.4
 CP2933;SPC MS W     - 1,061,199.72  2,026,917.17   sFT  1.00003328   -0 28 06.4
 CP2933;UTM  15      - 3,587,802.798   668,588.522   MT  0.99995049   +0 57 40.5
 CP2933
 CP2933                          SUPERSEDED SURVEY CONTROL
 CP2933
 CP2933  NAD 83(1992)-  32 24 52.44392(N)    091 12 25.78272(W) AD(       ) 4
 CP2933  NAD 83(1986)-  32 24 52.44660(N)    091 12 25.77918(W) AD(       ) 4
 CP2933  NAD 27      -  32 24 51.93200(N)    091 12 25.38500(W) AD(       ) 3
 CP2933
 CP2933.Superseded values are not recommended for survey control.
 CP2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2933.See file dsdata.txt to determine how the superseded data were derived.
 CP2933
 CP2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6858987803(NAD 83)
 CP2933_MARKER: 42 = RADIO/TV MAST
 CP2933
 CP2933  HISTORY     - Date     Condition        Report By
 CP2933  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2933
 CP2933                          STATION DESCRIPTION
 CP2933
 CP2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2933'THE STATION IS THE FINIAL AT THE TOP-CENTER OF THE MAST.
 CP2933'THE MAST IS ABOUT 0.8 MILE WEST-NORTHWEST OF THE CENTER OF
 CP2933'TALLULAH, 0.15 MILE SOUTHWEST OF U.S. HIGHWAY 80 AND IN THE
 CP2933'SOUTHWEST CORNER OF THE MILL AND LUMBER COMPANY GROUNDS.
 CP2933'IT IS A VERTICAL, LACED STEEL MAST, SILVER IN COLOR AND 150
 CP2933'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2935 ***********************************************************************
 CP2935  DESIGNATION -  TALLULAH CHICAGO MILL CO STACK
 CP2935  PID         -  CP2935
 CP2935  STATE/COUNTY-  LA/MADISON
 CP2935  USGS QUAD   -  TALLULAH (1994)
 CP2935
 CP2935                         *CURRENT SURVEY CONTROL
 CP2935  ___________________________________________________________________
 CP2935* NAD 83(1992)-  32 24 48.37511(N)    091 12 03.80865(W)     ADJUSTED  
 CP2935* NAVD 88     -                                                        
 CP2935  ___________________________________________________________________
 CP2935  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CP2935  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2935
 CP2935  HORZ ORDER  -  THIRD
 CP2935
 CP2935.The horizontal coordinates were established by classical geodetic methods
 CP2935.and adjusted by the National Geodetic Survey in May 1994..
 CP2935
 CP2935
 CP2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2935
 CP2935.The geoid height was determined by GEOID03.
 CP2935
 CP2935;                    North         East     Units Scale Factor Converg.
 CP2935;SPC LA N     -   212,887.693 1,122,178.372   MT  0.99995206   +0 41 12.3
 CP2935;SPC LA N     -   698,449.04  3,681,680.21   sFT  0.99995206   +0 41 12.3
 CP2935;SPC MS W     -   323,324.588   618,378.775   MT  1.00003212   -0 27 54.5
 CP2935;SPC MS W     - 1,060,774.09  2,028,797.70   sFT  1.00003212   -0 27 54.5
 CP2935;UTM  15      - 3,587,687.415   669,164.719   MT  0.99995289   +0 57 52.2
 CP2935
 CP2935                          SUPERSEDED SURVEY CONTROL
 CP2935
 CP2935  NAD 83(1992)-  32 24 48.38408(N)    091 12 03.80623(W) AD(       ) 4
 CP2935  NAD 83(1986)-  32 24 48.38602(N)    091 12 03.79508(W) AD(       ) 4
 CP2935  NAD 27      -  32 24 47.86888(N)    091 12 03.40305(W) AD(       ) 3
 CP2935
 CP2935.Superseded values are not recommended for survey control.
 CP2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2935.See file dsdata.txt to determine how the superseded data were derived.
 CP2935
 CP2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6916587687(NAD 83)
 CP2935_MARKER: 63 = STACK
 CP2935
 CP2935  HISTORY     - Date     Condition        Report By
 CP2935  HISTORY     - 1929     FIRST OBSERVED   NGS
 CP2935  HISTORY     - 1935     GOOD             CGS
 CP2935  HISTORY     - 1970     GOOD             NGS
 CP2935  HISTORY     - 1983     GOOD             LADTD
 CP2935  HISTORY     - 1987     GOOD             LADTD
 CP2935
 CP2935                          STATION DESCRIPTION
 CP2935
 CP2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2935'STACK IS IN MILL YARD JUST W OF TOWN OF TALLULAH.  STILL
 CP2935'STANDING IN ORIGINAL POSITION.
 CP2935
 CP2935                          STATION RECOVERY (1970)
 CP2935
 CP2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2935'RECOVERED AS DESCRIBED.
 CP2935
 CP2935                          STATION RECOVERY (1983)
 CP2935
 CP2935'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2935'RECOVERED AS PREVIOUSLY DESCRIBED.
 CP2935
 CP2935                          STATION RECOVERY (1987)
 CP2935
 CP2935'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CP2935'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5002 ***********************************************************************
 DG5002  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5002  DESIGNATION -  TALLULAH CORS ARP
 DG5002  CORS_ID     -  TALL
 DG5002  PID         -  DG5002
 DG5002  STATE/COUNTY-  LA/MADISON
 DG5002  USGS QUAD   -  TALLULAH (1994)
 DG5002
 DG5002                         *CURRENT SURVEY CONTROL
 DG5002  ___________________________________________________________________
 DG5002* NAD 83(CORS)-  32 24 01.19684(N)    091 10 58.81220(W)     ADJUSTED  
 DG5002* NAVD 88     -                                                        
 DG5002  ___________________________________________________________________
 DG5002  EPOCH DATE  -        2002.00
 DG5002  X           -    -111,289.495 (meters)                     COMP
 DG5002  Y           -  -5,389,259.494 (meters)                     COMP
 DG5002  Z           -   3,398,000.312 (meters)                     COMP
 DG5002  ELLIP HEIGHT-           7.42  (meters)          (04/??/04) GPS OBS
 DG5002  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DG5002
 DG5002  HORZ ORDER  -  SPECIAL (CORS)
 DG5002  ELLP ORDER  -  SPECIAL (CORS)
 DG5002
 DG5002.ITRF positions are available for this station.
 DG5002.The coordinates were established by GPS observations
 DG5002.and adjusted by the National Geodetic Survey in April 2004..
 DG5002.The coordinates are valid at the epoch date displayed above.
 DG5002.The epoch date for horizontal control is a decimal equivalence
 DG5002.of Year/Month/Day.
 DG5002
 DG5002
 DG5002.The PID for the CORS L1 Phase Center is DG5003.
 DG5002
 DG5002.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5002
 DG5002.The ellipsoidal height was determined by GPS observations
 DG5002.and is referenced to NAD 83.
 DG5002
 DG5002.The geoid height was determined by GEOID03.
 DG5002
 DG5002;                    North         East     Units Scale Factor Converg.
 DG5002;SPC LA N     -   211,455.094 1,123,894.160   MT  0.99995011   +0 41 46.7
 DG5002;SPC LA N     -   693,748.92  3,687,309.42   sFT  0.99995011   +0 41 46.7
 DG5002
 DG5002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5002!SPC LA N     -   0.99999883  x   0.99995011  =   0.99994895
 DG5002
 DG5002                          SUPERSEDED SURVEY CONTROL
 DG5002
 DG5002.No superseded survey control is available for this station.
 DG5002
 DG5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7088786263(NAD 83)
 DG5002_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5002
 DG5002                          STATION DESCRIPTION
 DG5002
 DG5002'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5002'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5002'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5002'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5002'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5002'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5003 ***********************************************************************
 DG5003  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5003  DESIGNATION -  TALLULAH CORS L1 PHASE CENTER
 DG5003  CORS_ID     -  TALL
 DG5003  PID         -  DG5003
 DG5003  STATE/COUNTY-  LA/MADISON
 DG5003  USGS QUAD   -  TALLULAH (1994)
 DG5003
 DG5003                         *CURRENT SURVEY CONTROL
 DG5003  ___________________________________________________________________
 DG5003* NAD 83(CORS)-  32 24 01.19685(N)    091 10 58.81219(W)     ADJUSTED  
 DG5003* NAVD 88     -                                                        
 DG5003  ___________________________________________________________________
 DG5003  EPOCH DATE  -        2002.00
 DG5003  X           -    -111,289.497 (meters)                     COMP
 DG5003  Y           -  -5,389,259.587 (meters)                     COMP
 DG5003  Z           -   3,398,000.372 (meters)                     COMP
 DG5003  ELLIP HEIGHT-           7.53  (meters)          (04/??/04) GPS OBS
 DG5003  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DG5003
 DG5003  HORZ ORDER  -  SPECIAL (CORS)
 DG5003  ELLP ORDER  -  SPECIAL (CORS)
 DG5003
 DG5003.ITRF positions are available for this station.
 DG5003.The coordinates were established by GPS observations
 DG5003.and adjusted by the National Geodetic Survey in April 2004..
 DG5003.The coordinates are valid at the epoch date displayed above.
 DG5003.The epoch date for horizontal control is a decimal equivalence
 DG5003.of Year/Month/Day.
 DG5003
 DG5003
 DG5003.The PID for the CORS ARP is DG5002.
 DG5003
 DG5003.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5003
 DG5003.The ellipsoidal height was determined by GPS observations
 DG5003.and is referenced to NAD 83.
 DG5003
 DG5003.The geoid height was determined by GEOID03.
 DG5003
 DG5003;                    North         East     Units Scale Factor Converg.
 DG5003;SPC LA N     -   211,455.094 1,123,894.160   MT  0.99995011   +0 41 46.7
 DG5003;SPC LA N     -   693,748.92  3,687,309.42   sFT  0.99995011   +0 41 46.7
 DG5003
 DG5003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5003!SPC LA N     -   0.99999882  x   0.99995011  =   0.99994893
 DG5003
 DG5003                          SUPERSEDED SURVEY CONTROL
 DG5003
 DG5003.No superseded survey control is available for this station.
 DG5003
 DG5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7088786263(NAD 83)
 DG5003_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5003
 DG5003                          STATION DESCRIPTION
 DG5003
 DG5003'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5003'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5003'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5003'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5003'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5003'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2941 ***********************************************************************
 CP2941  DESIGNATION -  TALLULAH FED COMP NW TANK
 CP2941  PID         -  CP2941
 CP2941  STATE/COUNTY-  LA/MADISON
 CP2941  USGS QUAD   -  TALLULAH (1994)
 CP2941
 CP2941                         *CURRENT SURVEY CONTROL
 CP2941  ___________________________________________________________________
 CP2941* NAD 83(1992)-  32 24 30.52446(N)    091 11 33.94629(W)     ADJUSTED  
 CP2941* NAVD 88     -                                                        
 CP2941  ___________________________________________________________________
 CP2941  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CP2941  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP2941
 CP2941  HORZ ORDER  -  THIRD
 CP2941
 CP2941.The horizontal coordinates were established by classical geodetic methods
 CP2941.and adjusted by the National Geodetic Survey in May 1994..
 CP2941
 CP2941
 CP2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2941
 CP2941.The geoid height was determined by GEOID03.
 CP2941
 CP2941;                    North         East     Units Scale Factor Converg.
 CP2941;SPC LA N     -   212,347.271 1,122,965.203   MT  0.99995131   +0 41 28.1
 CP2941;SPC LA N     -   696,676.00  3,684,261.67   sFT  0.99995131   +0 41 28.1
 CP2941;UTM  15      - 3,587,150.812   669,954.162   MT  0.99995620   +0 58 07.8
 CP2941
 CP2941                          SUPERSEDED SURVEY CONTROL
 CP2941
 CP2941  NAD 83(1992)-  32 24 30.53354(N)    091 11 33.94367(W) AD(       ) 4
 CP2941  NAD 83(1986)-  32 24 30.53630(N)    091 11 33.94069(W) AD(       ) 4
 CP2941  NAD 27      -  32 24 30.02124(N)    091 11 33.54384(W) AD(       ) 3
 CP2941
 CP2941.Superseded values are not recommended for survey control.
 CP2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2941.See file dsdata.txt to determine how the superseded data were derived.
 CP2941
 CP2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6995487151(NAD 83)
 CP2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2941+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP2941
 CP2941  HISTORY     - Date     Condition        Report By
 CP2941  HISTORY     - UNK      MONUMENTED
 CP2941  HISTORY     - 1970     GOOD             NGS
 CP2941  HISTORY     - 20050318 GOOD             USPSQD
 CP2941
 CP2941                          STATION DESCRIPTION
 CP2941
 CP2941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2941'RECOVERED IN GOOD CONDITION.
 CP2941
 CP2941                          STATION RECOVERY (2005)
 CP2941
 CP2941'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP2941'TANK IS LOCATED NORTH OF YERGER OIL STORAGE TANKS ON NORTH SIDE OF
 CP2941'SCOTT ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2938 ***********************************************************************
 CP2938  DESIGNATION -  TALLULAH LA PWR AND LT CO TANK
 CP2938  PID         -  CP2938
 CP2938  STATE/COUNTY-  LA/MADISON
 CP2938  USGS QUAD   -  TALLULAH (1994)
 CP2938
 CP2938                         *CURRENT SURVEY CONTROL
 CP2938  ___________________________________________________________________
 CP2938* NAD 83(1992)-  32 24 27.44545(N)    091 11 20.76168(W)     ADJUSTED  
 CP2938* NAVD 88     -                                                        
 CP2938  ___________________________________________________________________
 CP2938  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CP2938  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP2938
 CP2938  HORZ ORDER  -  THIRD
 CP2938
 CP2938.The horizontal coordinates were established by classical geodetic methods
 CP2938.and adjusted by the National Geodetic Survey in May 1994..
 CP2938
 CP2938
 CP2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2938
 CP2938.The geoid height was determined by GEOID03.
 CP2938
 CP2938;                    North         East     Units Scale Factor Converg.
 CP2938;SPC LA N     -   212,256.599 1,123,310.836   MT  0.99995119   +0 41 35.1
 CP2938;SPC LA N     -   696,378.53  3,685,395.63   sFT  0.99995119   +0 41 35.1
 CP2938;SPC MS W     -   322,670.805   619,498.413   MT  1.00002988   -0 27 31.2
 CP2938;SPC MS W     - 1,058,629.13  2,032,471.04   sFT  1.00002988   -0 27 31.2
 CP2938;UTM  15      - 3,587,061.816   670,300.233   MT  0.99995765   +0 58 14.8
 CP2938
 CP2938                          SUPERSEDED SURVEY CONTROL
 CP2938
 CP2938  NAD 83(1992)-  32 24 27.45462(N)    091 11 20.75912(W) AD(       ) 4
 CP2938  NAD 83(1986)-  32 24 27.45768(N)    091 11 20.75639(W) AD(       ) 4
 CP2938  NAD 27      -  32 24 26.94300(N)    091 11 20.35900(W) AD(       ) 3
 CP2938
 CP2938.Superseded values are not recommended for survey control.
 CP2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2938.See file dsdata.txt to determine how the superseded data were derived.
 CP2938
 CP2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7030087062(NAD 83)
 CP2938_MARKER: 51 = TANK
 CP2938
 CP2938  HISTORY     - Date     Condition        Report By
 CP2938  HISTORY     - 1929     FIRST OBSERVED   CGS
 CP2938  HISTORY     - 1935     GOOD             CGS
 CP2938  HISTORY     - 1970     GOOD             NGS
 CP2938  HISTORY     - 20050318 GOOD             USPSQD
 CP2938
 CP2938                          STATION DESCRIPTION
 CP2938
 CP2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP2938'WATER TANK IS IN CENTRAL PART OF TOWN OF TALLULAH JUST S OF
 CP2938'RAILROAD TRACKS.  PAINTED ALUMINUM.  HAS A LARGE L INSIDE OF
 CP2938'A CIRCLE PAINTED ON FOUR SIDES.  STILL STANDING IN ORIGINAL
 CP2938'POSITION.
 CP2938
 CP2938                          STATION RECOVERY (1970)
 CP2938
 CP2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2938'RECOVERED AS DESCRIBED.
 CP2938
 CP2938                          STATION RECOVERY (2005)
 CP2938
 CP2938'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP2938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2940 ***********************************************************************
 CP2940  DESIGNATION -  TALLULAH LA PWR AND LT KYL 84
 CP2940  PID         -  CP2940
 CP2940  STATE/COUNTY-  LA/MADISON
 CP2940  USGS QUAD   -  TALLULAH (1994)
 CP2940
 CP2940                         *CURRENT SURVEY CONTROL
 CP2940  ___________________________________________________________________
 CP2940* NAD 83(1992)-  32 25 04.90338(N)    091 10 45.52170(W)     ADJUSTED  
 CP2940* NAVD 88     -                                                        
 CP2940  ___________________________________________________________________
 CP2940  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CP2940  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2940
 CP2940  HORZ ORDER  -  THIRD
 CP2940
 CP2940.The horizontal coordinates were established by classical geodetic methods
 CP2940.and adjusted by the National Geodetic Survey in May 1994..
 CP2940
 CP2940
 CP2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2940
 CP2940.The geoid height was determined by GEOID03.
 CP2940
 CP2940;                    North         East     Units Scale Factor Converg.
 CP2940;SPC LA N     -   213,421.488 1,124,217.530   MT  0.99995275   +0 41 53.7
 CP2940;SPC LA N     -   700,200.33  3,688,370.35   sFT  0.99995275   +0 41 53.7
 CP2940;UTM  15      - 3,588,231.097   671,201.273   MT  0.99996144   +0 58 34.7
 CP2940
 CP2940                          SUPERSEDED SURVEY CONTROL
 CP2940
 CP2940  NAD 83(1992)-  32 25 04.91258(N)    091 10 45.51932(W) AD(       ) 4
 CP2940  NAD 83(1986)-  32 25 04.91650(N)    091 10 45.51586(W) AD(       ) 4
 CP2940  NAD 27      -  32 25 04.40144(N)    091 10 45.12180(W) AD(       ) 3
 CP2940
 CP2940.Superseded values are not recommended for survey control.
 CP2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2940.See file dsdata.txt to determine how the superseded data were derived.
 CP2940
 CP2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7120188231(NAD 83)
 CP2940_MARKER: 42 = RADIO/TV MAST
 CP2940
 CP2940  HISTORY     - Date     Condition        Report By
 CP2940  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2940  HISTORY     - 1983     GOOD             LADTD
 CP2940  HISTORY     - 1987     GOOD             LADTD
 CP2940
 CP2940                          STATION DESCRIPTION
 CP2940
 CP2940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2940'THE LOUISIANA POWER AND LIGHT COMPANY RADIO STATION IS LOCATED
 CP2940'ABOUT 3/4 MILE NORTH OF THE CENTER OF TALLULAH AND 0.05 MILE
 CP2940'EAST OF U.S. HIGHWAY 65.
 CP2940'
 CP2940'IT IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN
 CP2940'CROSSECTION, PAINTED ALTERNATELY RED AND WHITE WITH FOUR FAN
 CP2940'ANTENNAE.  IT IS 190 FEET HIGH AND HAS A FLASHING RED LIGHT
 CP2940'AT THE TOP.
 CP2940'
 CP2940'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 65 IN
 CP2940'TALLULAH GO NORTHERLY ON HIGHWAY 65 FOR 0.7 MILE TO THE
 CP2940'MAST ON THE RIGHT.
 CP2940'
 CP2940'POINT INTERSECTED WAS LIGHT ON THE TOP.
 CP2940
 CP2940                          STATION RECOVERY (1983)
 CP2940
 CP2940'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2940'RECOVERED AS PREVIOUSLY DESCRIBED IN 1970.
 CP2940
 CP2940                          STATION RECOVERY (1987)
 CP2940
 CP2940'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 CP2940'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2932 ***********************************************************************
 CP2932  DESIGNATION -  TALLULAH RAD STA KTLD MAST
 CP2932  PID         -  CP2932
 CP2932  STATE/COUNTY-  LA/MADISON
 CP2932  USGS QUAD   -  TALLULAH (1994)
 CP2932
 CP2932                         *CURRENT SURVEY CONTROL
 CP2932  ___________________________________________________________________
 CP2932* NAD 83(1992)-  32 25 37.90517(N)    091 12 57.31241(W)     ADJUSTED  
 CP2932* NAVD 88     -                                                        
 CP2932  ___________________________________________________________________
 CP2932  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CP2932  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP2932
 CP2932  HORZ ORDER  -  THIRD
 CP2932
 CP2932.The horizontal coordinates were established by classical geodetic methods
 CP2932.and adjusted by the National Geodetic Survey in May 1994..
 CP2932
 CP2932
 CP2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2932
 CP2932.The geoid height was determined by GEOID03.
 CP2932
 CP2932;                    North         East     Units Scale Factor Converg.
 CP2932;SPC LA N     -   214,396.575 1,120,762.428   MT  0.99995416   +0 40 44.0
 CP2932;SPC LA N     -   703,399.43  3,677,034.73   sFT  0.99995416   +0 40 44.0
 CP2932;SPC MS W     -   324,861.757   616,993.343   MT  1.00003493   -0 28 23.9
 CP2932;SPC MS W     - 1,065,817.28  2,024,252.33   sFT  1.00003493   -0 28 23.9
 CP2932;UTM  15      - 3,589,189.408   667,741.478   MT  0.99994698   +0 57 24.8
 CP2932
 CP2932                          SUPERSEDED SURVEY CONTROL
 CP2932
 CP2932  NAD 83(1992)-  32 25 37.91407(N)    091 12 57.31076(W) AD(       ) 4
 CP2932  NAD 83(1986)-  32 25 37.91696(N)    091 12 57.30681(W) AD(       ) 4
 CP2932  NAD 27      -  32 25 37.40200(N)    091 12 56.91400(W) AD(       ) 3
 CP2932
 CP2932.Superseded values are not recommended for survey control.
 CP2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2932.See file dsdata.txt to determine how the superseded data were derived.
 CP2932
 CP2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR6774189189(NAD 83)
 CP2932_MARKER: 42 = RADIO/TV MAST
 CP2932
 CP2932  HISTORY     - Date     Condition        Report By
 CP2932  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2932  HISTORY     - 1970     GOOD             NGS
 CP2932
 CP2932                          STATION DESCRIPTION
 CP2932
 CP2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2932'THE STATION IS THE RED LIGHT AT THE TOP-CENTER OF THE MAST.
 CP2932'THE MAST IS ABOUT 2-1/2 MILES NORTHWEST OF THE CENTER OF
 CP2932'TALLULAH AND 0.1 MILE SOUTH OF U.S. HIGHWAY 80.  IT IS A
 CP2932'VERTICAL, LACED STEEL MAST, RED AND WHITE IN COLOR AND 175
 CP2932'FEET HIGH.
 CP2932
 CP2932                          STATION RECOVERY (1970)
 CP2932
 CP2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2932'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2427 ***********************************************************************
 CP2427  DESIGNATION -  TALLULAH RESET
 CP2427  PID         -  CP2427
 CP2427  STATE/COUNTY-  LA/MADISON
 CP2427  USGS QUAD   -  TALLULAH (1994)
 CP2427
 CP2427                         *CURRENT SURVEY CONTROL
 CP2427  ___________________________________________________________________
 CP2427* NAD 83(1992)-  32 25 02.53075(N)    091 08 32.60506(W)     ADJUSTED  
 CP2427* NAVD 88     -        25.17   (+/-2cm)      82.6    (feet)  VERTCON   
 CP2427  ___________________________________________________________________
 CP2427  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CP2427  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2427
 CP2427  HORZ ORDER  -  FIRST
 CP2427  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2427
 CP2427.The horizontal coordinates were established by classical geodetic methods
 CP2427.and adjusted by the National Geodetic Survey in September 1999..
 CP2427
 CP2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2427.The vertical order pertains to the NGVD 29 superseded value.
 CP2427
 CP2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2427
 CP2427.The geoid height was determined by GEOID03.
 CP2427
 CP2427;                    North         East     Units Scale Factor Converg.
 CP2427;SPC LA N     -   213,391.323 1,127,690.903   MT  0.99995265   +0 43 04.0
 CP2427;SPC LA N     -   700,101.37  3,699,765.90   sFT  0.99995265   +0 43 04.0
 CP2427;SPC MS W     -   323,717.345   623,900.725   MT  1.00002139   -0 26 01.5
 CP2427;SPC MS W     - 1,062,062.66  2,046,914.30   sFT  1.00002139   -0 26 01.5
 CP2427;UTM  15      - 3,588,217.796   674,674.808   MT  0.99997626   +0 59 45.9
 CP2427
 CP2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2427!SPC LA N     -   1.00000020  x   0.99995265  =   0.99995285
 CP2427!SPC MS W     -   1.00000020  x   1.00002139  =   1.00002159
 CP2427!UTM  15      -   1.00000020  x   0.99997626  =   0.99997646
 CP2427
 CP2427|---------------------------------------------------------------------|
 CP2427| PID    Reference Object                     Distance      Geod. Az  |
 CP2427|                                                           dddmmss.s |
 CP2427| CY5646 TALLULAH RM 1                        32.443 METERS 07836     |
 CP2427| CY5647 TALLULAH RM 2                       281.819 METERS 20926     |
 CP2427| CP1348 TALLULAH 2 AZ MK                    APPROX. 0.8 KM 2140014.1 |
 CP2427| CP2935 TALLULAH CHICAGO MILL CO STACK      APPROX. 5.5 KM 2652952.4 |
 CP2427| CP2424 TALLULAH 2 RM 5                      13.328 METERS 27130     |
 CP2427| CP2425 TALLULAH 2 RESET                      7.030 METERS 30333     |
 CP2427| CP2426 TALLULAH 2 RM 6                      11.078 METERS 33607     |
 CP2427|---------------------------------------------------------------------|
 CP2427
 CP2427                          SUPERSEDED SURVEY CONTROL
 CP2427
 CP2427  NAD 83(1992)-  32 25 02.53093(N)    091 08 32.60519(W) AD(       ) 1
 CP2427  NAD 83(1992)-  32 25 02.54039(N)    091 08 32.60283(W) AD(       ) 1
 CP2427  NAD 83(1986)-  32 25 02.54308(N)    091 08 32.60057(W) AD(       ) 1
 CP2427  NGVD 29 (06/11/92)   25.178  (m)           82.60   (f) ADJUSTED    2 1
 CP2427
 CP2427.Superseded values are not recommended for survey control.
 CP2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2427.See file dsdata.txt to determine how the superseded data were derived.
 CP2427
 CP2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR7467588218(NAD 83)
 CP2427_MARKER: DR = REFERENCE MARK DISK
 CP2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2427_SP_SET: CONCRETE POST
 CP2427_STAMPING: TALLULAH 1929 1982
 CP2427_MARK LOGO: NGS   
 CP2427_PROJECTION: RECESSED 46 CENTIMETERS
 CP2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2427+STABILITY: SURFACE MOTION
 CP2427
 CP2427  HISTORY     - Date     Condition        Report By
 CP2427  HISTORY     - 1982     MONUMENTED       LADTD
 CP2427  HISTORY     - 1982     GOOD             LADTD
 CP2427
 CP2427                          STATION DESCRIPTION
 CP2427
 CP2427'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2427'3.9 KM (2.4 MI) NE FROM TALLULAH.
 CP2427'ABOUT 3.7 KM (2.3 MILES) FROM THE COURTHOUSE IN TALLULAH, DRIVE EAST
 CP2427'ALONG U.S. HIGHWAY 80 TO A PAVED ROAD ON THE LEFT. TURN LEFT AND GO
 CP2427'NORTHERLY ON THE PAVED ROAD FOR 1.6 KM (1.0 MILE) TO A FORK. TAKE THE
 CP2427'RIGHT FORK AND CONTINUE NORTHERLY ON THE PAVED ROAD FOR 1 KM (0.6
 CP2427'MILE) TO THE STATION ON THE LEFT. 14.2 METERS (46.50 FT)
 CP2427'NORTH-NORTHEAST OF METAL WITNESS POST AND SIGN AT R M 5, 12.3 METERS
 CP2427'(40.50 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN AT RM 6,
 CP2427'11.1 METERS (36.50 FT) WEST OF THE CENTER OF PAVED ROAD.
 CP2427'THE MARK IS 11.0 METERS  W FROM  PAVED ROAD
 CP2427'THE MARK IS 0.91 M BELOW PAVED ROAD.
 CP2427
 CP2427                          STATION RECOVERY (1982)
 CP2427
 CP2427'RECOVERY NOTE BY LA TRANSP AND DEV 1982 (TLH)
 CP2427'THE STATION MARK WAS VISITED IN JUNE 1982, THE SURFACE MARK WAS FOUND
 CP2427'DESTROYED WITH THE UNDERGROUND MARK FOUND IN GOOD CONDITION.  AT THIS
 CP2427'TIME A NEW SURFACE MARK WAS SET OVER THE UNDERGROUND MARK WITH A NEW
 CP2427'DESCRIPTION BEING MADE.
 CP2427'
 CP2427'THE STATION IS LOCATED ABOUT 4KM (2.5 MILES) EAST-NORTHEAST OF
 CP2427'TALLULAH IN THE NORTHWEST QUARTER OF SECTION 47, T17N, R13E.
 CP2427'OWNERSHIP--MR OLLIE CANTREL.
 CP2427'
 CP2427'TO REACH THE STATION FROM THE COURTHOUSE IN TALLULAH, GO EAST ON U S
 CP2427'HIGHWAY 80 FOR ABOUT 3.7 KM (2.3 MILES) TO A PAVED ROAD ON THE LEFT,
 CP2427'THENCE NORTH ON THE PAVED ROAD FOR ABOUT 2.7 KM (1.7 MILES) TO THE
 CP2427'STATION MARK ON THE LEFT.
 CP2427'
 CP2427'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---
 CP2427'TALLULAH 1929 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 CP2427'MONUMENT 51 CM (20 INCHES) IN DIAMETER RECESSED 46 CM (18 INCHES)
 CP2427'BELOW THE GROUND LOCATED 14.2 METERS (46.5 FEET) SSE FROM A METAL
 CP2427'WITNESS POST WITH SIGN ATTACHED, 12.3 METERS (40.5 FEET) SSW FROM A
 CP2427'METAL WITNESS POST WITH SIGN ATTACHED, AND 11.1 METERS (36.5 FEET) NW
 CP2427'FROM THE CENTER OF A PAVED ROAD.
 CP2427'
 CP2427'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 CP2427'STAMPED---TALLULAH 1929--- SET INTO AN IRREGULAR MASS OF CONCRETE
 CP2427'1.1 METERS (3.5 FEET) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0600 ***********************************************************************
 BJ0600  DESIGNATION -  TALLY HO BOLT
 BJ0600  PID         -  BJ0600
 BJ0600  STATE/COUNTY-  LA/IBERVILLE
 BJ0600  USGS QUAD   -  WHITE CASTLE (1992)
 BJ0600
 BJ0600                         *CURRENT SURVEY CONTROL
 BJ0600  ___________________________________________________________________
 BJ0600* NAD 83(1986)-  30 12 09.     (N)    091 10 17.     (W)     SCALED    
 BJ0600* NAVD 88     -         5.280  (meters)      17.32   (feet)  ADJUSTED  
 BJ0600  ___________________________________________________________________
 BJ0600  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0600  DYNAMIC HT  -           5.273 (meters)      17.30  (feet)  COMP
 BJ0600  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BJ0600
 BJ0600  VERT ORDER  -  FIRST     CLASS I
 BJ0600
 BJ0600.The horizontal coordinates were scaled from a topographic map and have
 BJ0600.an estimated accuracy of +/- 6 seconds.
 BJ0600
 BJ0600.The orthometric height was determined by differential leveling
 BJ0600.and adjusted by the National Geodetic Survey in February 1994..
 BJ0600
 BJ0600.The geoid height was determined by GEOID03.
 BJ0600
 BJ0600.The dynamic height is computed by dividing the NAVD 88
 BJ0600.geopotential number by the normal gravity value computed on the
 BJ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0600.degrees latitude (g = 980.6199 gals.).
 BJ0600
 BJ0600.The modeled gravity was interpolated from observed gravity values.
 BJ0600
 BJ0600;                    North         East    Units  Estimated Accuracy
 BJ0600;SPC LA S     -   188,720.    1,015,590.      MT  (+/- 180 meters Scaled)
 BJ0600
 BJ0600                          SUPERSEDED SURVEY CONTROL
 BJ0600
 BJ0600  NGVD 29 (??/??/??)    5.306  (m)           17.41   (f) ADJUSTED    1 1
 BJ0600
 BJ0600.Superseded values are not recommended for survey control.
 BJ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0600.See file dsdata.txt to determine how the superseded data were derived.
 BJ0600
 BJ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP760426(NAD 83)
 BJ0600_MARKER: B = BOLT
 BJ0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0600_SP_SET: CONCRETE SLAB
 BJ0600_STAMPING: PBM TALLY HO
 BJ0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0600
 BJ0600  HISTORY     - Date     Condition        Report By
 BJ0600  HISTORY     - UNK      MONUMENTED       USE
 BJ0600  HISTORY     - 1976     GOOD             NGS
 BJ0600
 BJ0600                          STATION DESCRIPTION
 BJ0600
 BJ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0600'0.4 MI SOUTH FROM BAYOU GOULA.
 BJ0600'0.3 MILE SOUTH ALONG STATE HIGHWAY 405 FROM THE JUNCTION OF STATE
 BJ0600'HIGHWAY 69, THENCE 0.1 MILE WEST ALONG A GRAVELED DRIVE, AT THE
 BJ0600'JUNCTION OF A TRACK ROAD, 244 FT NORTH OF THE CENTER LINE OF THE DRIVE
 BJ0600'18 FT WEST OF THE CENTER LINE OF THE TRACK ROAD, 7.9 FT SOUTHWEST OF
 BJ0600'THE SOUTHEAST CORNER OF THE REMAINS OF AN OLD BRICK BUILDING, A COPPER
 BJ0600'BOLT SET IN A CONCRETE SLAB 2.5 FT BELOW THE LEVEL OF THE GROUND.
 BJ0600'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH
 BJ0600'PROJECTS 18 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3466 ***********************************************************************
 AU3466  DESIGNATION -  TAM
 AU3466  PID         -  AU3466
 AU3466  STATE/COUNTY-  LA/TERREBONNE
 AU3466  USGS QUAD   -  COCODRIE (1994)
 AU3466
 AU3466                         *CURRENT SURVEY CONTROL
 AU3466  ___________________________________________________________________
 AU3466* NAD 83(1992)-  29 13 18.78604(N)    090 38 23.06803(W)     ADJUSTED  
 AU3466* NAVD 88     -         2.2  **(meters)       7.   **(feet)  VERTCON   
 AU3466  **This station is located in a subsidence area (see below).
 AU3466  ___________________________________________________________________
 AU3466  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AU3466  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AU3466
 AU3466  HORZ ORDER  -  THIRD
 AU3466
 AU3466.The horizontal coordinates were established by classical geodetic methods
 AU3466.and adjusted by the National Geodetic Survey in January 1993..
 AU3466
 AU3466 ** The orthometric height has not been validated since last determined
 AU3466 ** by differential leveling and should not be used for control purposes.
 AU3466 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3466 ** area with valid NAVD 88 orthometric heights.
 AU3466 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3466 ** epoch indicated which incorporates improved geoid heights for the
 AU3466 ** Southern Louisiana Subsidence area.
 AU3466 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3466
 AU3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3466
 AU3466.The geoid height was determined by GEOID03.
 AU3466
 AU3466;                    North         East     Units Scale Factor Converg.
 AU3466;SPC LA S     -    80,223.404 1,067,438.796   MT  1.00001745   +0 20 48.5
 AU3466;SPC LA S     -   263,199.62  3,502,088.78   sFT  1.00001745   +0 20 48.5
 AU3466;UTM  15      - 3,234,876.825   729,430.584   MT  1.00024958   +1 09 10.0
 AU3466
 AU3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3466!SPC LA S     -   1.00000349  x   1.00001745  =   1.00002094
 AU3466!UTM  15      -   1.00000349  x   1.00024958  =   1.00025307
 AU3466
 AU3466|---------------------------------------------------------------------|
 AU3466| PID    Reference Object                     Distance      Geod. Az  |
 AU3466|                                                           dddmmss.s |
 AU3466| CS6891 TAM RM 1                             19.242 METERS 00524     |
 AU3466| CS6892 TAM RM 2                             15.923 METERS 04709     |
 AU3466|---------------------------------------------------------------------|
 AU3466
 AU3466                          SUPERSEDED SURVEY CONTROL
 AU3466
 AU3466  NAD 83(1986)-  29 13 18.80298(N)    090 38 23.07970(W) AD(       ) 3
 AU3466  NGVD 29 (08/28/92)    2.1    (m)            7.     (f) VERT ANG       
 AU3466
 AU3466.Superseded values are not recommended for survey control.
 AU3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3466.See file dsdata.txt to determine how the superseded data were derived.
 AU3466
 AU3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2943134877(NAD 83)
 AU3466_MARKER: DS = TRIANGULATION STATION DISK
 AU3466_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU3466+WITH SETTING: INFORMATION.
 AU3466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3466
 AU3466  HISTORY     - Date     Condition        Report By
 AU3466  HISTORY     - 1985     MONUMENTED       LADTD
 AU3466
 AU3466                          STATION DESCRIPTION
 AU3466
 AU3466'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3466'THE STATION IS LOCATED ON THE EAST SIDE OF TAMBOUR CUTOFF, SOUTHEAST
 AU3466'OF COCODRIE, ON THE WEST END OF A NARROW ISLAND, BETWEEN BAY WELSH
 AU3466'AND BAY CHALAND IN THE HOUMA NAVIGATION CANAL.
 AU3466'
 AU3466'TO REACH THE STATION FROM THE SOUTH END OF STATE HIGHWAY 56 IN
 AU3466'COCODRIE AT MR PERCY FORETS ICEHOUSE, GO SOUTHEAST BY BOAT THROUGH
 AU3466'BAY COCODRIE INTO BAY WELSH, THENCE GO INTO TAMBOUR CUTOFF TO THE
 AU3466'STATION ON THE LEFT ON A NARROW ISLAND BEFORE YOU ENTER INTO BAY
 AU3466'CHALAND.  THE APPROXIMATE DISTANCE FROM THE ICEHOUSE TO THE STATION
 AU3466'IS ABOUT 3.2 KM (2 MILES).
 AU3466'
 AU3466'THE STATION IS A STANDARD NATL. GEODETIC SURVEY DISK STAMPED---TAM
 AU3466'1985--- CRIMPED ON A STAINLESS STEEL ROD, DRIVEN INTO THE
 AU3466'GROUND 24 FEET, ENCASED IN A 5 INCH PVC PIPE, PROJECTING 18 INCHES
 AU3466'ABOVE THE GROUND, ON RIDGE IN CENTER OF ISLAND. LOCATED 17.07 METERS
 AU3466'(56 FEET) N FROM THE SOUTH EDGE OF ISLAND, 7.62 METERS (25 FEET) E
 AU3466'FROM THE WEST EDGE OF ISLAND, AND 0.30 METER (1 FOOT) W FROM A
 AU3466'WITNESS POST WITH SIGN.
 AU3466'
 AU3466'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 AU3466'STAMPED---TAM NO 1 1985--- CRIMPED ON A STAINLESS STEEL ROD, DRIVEN
 AU3466'INTO THE GROUND 20 FEET, ENCASED IN A 5 INCH PVC PIPE, PROJECTING 18
 AU3466'INCHES ABOVE THE GROUND. LOCATED 34.44 METERS (113 FEET) N FROM THE
 AU3466'SOUTH EDGE OF ISLAND, 7.62 METERS (25 FEET) E FROM THE WEST EDGE OF
 AU3466'ISLAND, AND 0.30 METER (1 FOOT) N FROM A WITNESS POST WITH SIGN.
 AU3466'
 AU3466'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 AU3466'STAMPED---TAM NO 2 1985--- CRIMPED ON A STAINLESS STEEL ROD, DRIVEN
 AU3466'INTO THE GROUND 20 FEET, ENCASED IN A 5-INCH PVC PIPE, PROJECTING 18
 AU3466'INCHES ABOVE THE GROUND. LOCATED 28.96 METERS (95 FEET) N FROM THE
 AU3466'SOUTH EDGE OF ISLAND, 20.12 METERS (66 FEET) E FROM THE WEST EDGE OF
 AU3466'ISLAND, AND 0.30 METER (1 FOOT) W FROM A WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3028 ***********************************************************************
 AU3028  DESIGNATION -  TAMBOUR
 AU3028  PID         -  AU3028
 AU3028  STATE/COUNTY-  LA/TERREBONNE
 AU3028  USGS QUAD   -  LAKE TAMBOUR (1994)
 AU3028
 AU3028                         *CURRENT SURVEY CONTROL
 AU3028  ___________________________________________________________________
 AU3028* NAD 83(1992)-  29 19 21.78992(N)    090 34 29.61413(W)     ADJUSTED  
 AU3028* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3028  **This station is located in a subsidence area (see below).
 AU3028  ___________________________________________________________________
 AU3028  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AU3028  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AU3028
 AU3028  HORZ ORDER  -  SECOND
 AU3028
 AU3028.The horizontal coordinates were established by classical geodetic methods
 AU3028.and adjusted by the National Geodetic Survey in January 1993..
 AU3028
 AU3028 ** The orthometric height has not been validated since last determined
 AU3028 ** by differential leveling and should not be used for control purposes.
 AU3028 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3028 ** area with valid NAVD 88 orthometric heights.
 AU3028 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3028 ** epoch indicated which incorporates improved geoid heights for the
 AU3028 ** Southern Louisiana Subsidence area.
 AU3028 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3028.The orthometric height was scaled from a topographic map.
 AU3028
 AU3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3028
 AU3028.The geoid height was determined by GEOID03.
 AU3028
 AU3028;                    North         East     Units Scale Factor Converg.
 AU3028;SPC LA S     -    91,439.690 1,073,670.010   MT  0.99999527   +0 22 45.2
 AU3028;SPC LA S     -   299,998.38  3,522,532.36   sFT  0.99999527   +0 22 45.2
 AU3028;UTM  15      - 3,246,182.757   735,504.703   MT  1.00028442   +1 11 17.5
 AU3028
 AU3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3028!SPC LA S     -   1.00000386  x   0.99999527  =   0.99999913
 AU3028!UTM  15      -   1.00000386  x   1.00028442  =   1.00028828
 AU3028
 AU3028|---------------------------------------------------------------------|
 AU3028| PID    Reference Object                     Distance      Geod. Az  |
 AU3028|                                                           dddmmss.s |
 AU3028| DD8133 TAMBOUR RM 1                         15.800 METERS 00659     |
 AU3028| AU3027 TARGET 1934                         APPROX. 5.8 KM 0820057.2 |
 AU3028| AU3014 FELIC                               APPROX.10.8 KM 1190844.8 |
 AU3028| AU3499 TAMBOUR 2                            28.666 METERS 19300     |
 AU3028| DD8134 TAMBOUR RM 2                         14.310 METERS 24802     |
 AU3028|---------------------------------------------------------------------|
 AU3028
 AU3028                          SUPERSEDED SURVEY CONTROL
 AU3028
 AU3028  NAD 83(1986)-  29 19 21.80844(N)    090 34 29.62308(W) AD(       ) 2
 AU3028  NAD 27      -  29 19 21.00000(N)    090 34 29.30600(W) AD(       ) 2
 AU3028
 AU3028.Superseded values are not recommended for survey control.
 AU3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3028.See file dsdata.txt to determine how the superseded data were derived.
 AU3028
 AU3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3550546183(NAD 83)
 AU3028_MARKER: DS = TRIANGULATION STATION DISK
 AU3028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3028_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3028_MARK LOGO: CGS   
 AU3028_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3028+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1982
 AU3028
 AU3028  HISTORY     - Date     Condition        Report By
 AU3028  HISTORY     - 1934     MONUMENTED       CGS
 AU3028  HISTORY     - 1952     GOOD             CGS
 AU3028  HISTORY     - 1965     GOOD             CGS
 AU3028  HISTORY     - 19820101 SEE DESCRIPTION  NGS
 AU3028
 AU3028                          STATION DESCRIPTION
 AU3028
 AU3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU3028'STATION IS ON THE W SIDE OF A WELL-DEFINED STRAIGHT CHANNEL
 AU3028'WHICH LEADS NORTHWARD THROUGH THE MARSH FROM THE NE CORNER
 AU3028'OF THE LARGE BAY WHICH IS THE NW ARM OF LAKE BARRE.  THE STATION
 AU3028'IS IN THE MARSH, 87.5 FEET (26.7 METERS) FROM THE POINT
 AU3028'WHICH IS FORMED BY THE W BANK OF THIS CHANNEL AND THE N
 AU3028'BANK OF THE FIRST BAYOU EXTENDING TO THE WESTWARD AFTER LEAVING
 AU3028'THE ABOVE-MENTIONED ARM OF LAKE BARRE, AND 68.0 FEET (20.7
 AU3028'METERS) W OF THE W BANK OF THE CHANNEL.
 AU3028'
 AU3028'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU3028'SET IN CONCRETE IN THE TOP OF TILES.
 AU3028'
 AU3028'REFERENCE MARK NO. 1 IS 15.80 METERS (51.8 FEET) FROM THE
 AU3028'STATION N 06 DEG 59 MIN E.
 AU3028'
 AU3028'REFERENCE MARK NO. 2 IS 14.31 METERS (46.9 FEET) FROM THE
 AU3028'STATION S 68 DEG 02 MIN W.
 AU3028
 AU3028                          STATION RECOVERY (1952)
 AU3028
 AU3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3028'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AU3028'THE MARSH WAS PROBED TO A DEPTH OF 3 FT. FOR REFERENCE
 AU3028'MARK 2, BUT IT COULD NOT BE FOUND IN THE POSITION GIVEN IN
 AU3028'THE ORIGINAL DESCRIPTION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU3028'
 AU3028'STATION IS LOCATED ON THE W SIDE OF BAYOU E MANGUE, ABOUT
 AU3028'0.6 MI. ABOVE ITS MOUTH, ON THE N SIDE OF THE FIRST BAYOU
 AU3028'LEADING W, AND 2 FT. N OF 4- BY 4-IN. WOODEN WITNESS POST.
 AU3028'THE APPARENT SHORELINE AT BAYOU DE MANGUE IS 48 FT. N 80 DEG E,
 AU3028'AT THE POINT AT THE CONFLUENCE OF THE TWO
 AU3028'BAYOUS IT IS 58 FT. S 50 DEG E, AND AT THE BAYOU
 AU3028'LEADING W IT IS 57 FT. S 18 DEG E.  IT IS A STANDARD
 AU3028'DISK, STAMPED TAMBOUR 1934 AND SET IN CONCRETE IN THE
 AU3028'TOP OF AN 8-IN. TILE PROJECTING 3 IN. ABOVE THE GROUND.
 AU3028'
 AU3028'REFERENCE MARK 1 IS 15.80 M. (51.8 FT.) FROM THE STATION.
 AU3028'IT IS A STANDARD DISK, STAMPED TAMBOUR 1934 NO 1 AND SET
 AU3028'IN CONCRETE IN THE TOP OF AN 8-IN. TILE PROJECTING 1 IN. ABOVE
 AU3028'THE GROUND.
 AU3028
 AU3028                          STATION RECOVERY (1965)
 AU3028
 AU3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3028'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 AU3028'IN GOOD CONDITION.  IT IS 1 FOOT NORTH OF A 1-1/4 INCH PIPE
 AU3028'WITNESS POST.
 AU3028'
 AU3028'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AU3028'
 AU3028'THE STATION WAS REACHED BY FLOAT PLANE.
 AU3028
 AU3028                          STATION RECOVERY (1982)
 AU3028
 AU3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JEF)
 AU3028'THIS STATION WAS RECOVERED OFF THE EDGE OF THE ISLAND AND IN ABOUT
 AU3028'18-INCHES UNDER WATER.  THE REFERENCE MARKS WERE NOT FOUND, IT IS
 AU3028'BELIEVED THEY ARE IN THE WATER ALSO.  THIS DATE STATION TAMBOUR 2 WAS
 AU3028'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1090 ***********************************************************************
 AT1090  DESIGNATION -  TAMBOUR 1922
 AT1090  PID         -  AT1090
 AT1090  STATE/COUNTY-  LA/PLAQUEMINES
 AT1090  USGS QUAD   -  TRIUMPH (1993)
 AT1090
 AT1090                         *CURRENT SURVEY CONTROL
 AT1090  ___________________________________________________________________
 AT1090* NAD 83(1992)-  29 15 02.66483(N)    089 27 59.90881(W)     ADJUSTED  
 AT1090* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1090  **This station is located in a subsidence area (see below).
 AT1090  ___________________________________________________________________
 AT1090  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1090  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AT1090
 AT1090  HORZ ORDER  -  SECOND
 AT1090
 AT1090.The horizontal coordinates were established by classical geodetic methods
 AT1090.and adjusted by the National Geodetic Survey in January 1993..
 AT1090
 AT1090 ** The orthometric height has not been validated since last determined
 AT1090 ** by differential leveling and should not be used for control purposes.
 AT1090 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1090 ** area with valid NAVD 88 orthometric heights.
 AT1090 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1090 ** epoch indicated which incorporates improved geoid heights for the
 AT1090 ** Southern Louisiana Subsidence area.
 AT1090 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1090.The orthometric height was scaled from a topographic map.
 AT1090
 AT1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1090
 AT1090.The geoid height was determined by GEOID03.
 AT1090
 AT1090;                    North         East     Units Scale Factor Converg.
 AT1090;SPC LA S     -    84,695.561 1,181,441.663   MT  1.00001079   +0 56 00.1
 AT1090;SPC LA S     -   277,872.02  3,876,113.19   sFT  1.00001079   +0 56 00.1
 AT1090;UTM  16      - 3,238,288.257   260,292.439   MT  1.00030908   -1 12 21.1
 AT1090
 AT1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1090!SPC LA S     -   1.00000377  x   1.00001079  =   1.00001456
 AT1090!UTM  16      -   1.00000377  x   1.00030908  =   1.00031285
 AT1090
 AT1090:                Primary Azimuth Mark                     Grid Az
 AT1090:SPC LA S     -  SCOFIELD BAYOU POLE                      266 15 54.3
 AT1090:UTM  16      -  SCOFIELD BAYOU POLE                      268 24 15.5
 AT1090
 AT1090|---------------------------------------------------------------------|
 AT1090| PID    Reference Object                     Distance      Geod. Az  |
 AT1090|                                                           dddmmss.s |
 AT1090| AT1159 SCOFIELD BAYOU POLE                 APPROX. 9.2 KM 2671154.4 |
 AT1090| AT1158 SCOFIELD BAYOU LIGHT NEW            APPROX. 9.4 KM 2674202.0 |
 AT1090| AT1125 MICHEL 1922                         APPROX. 5.9 KM 2920232.2 |
 AT1090|---------------------------------------------------------------------|
 AT1090
 AT1090                          SUPERSEDED SURVEY CONTROL
 AT1090
 AT1090  NAD 83(1986)-  29 15 02.67178(N)    089 27 59.91877(W) AD(       ) 2
 AT1090  NAD 27      -  29 15 01.87400(N)    089 27 59.71600(W) AD(       ) 2
 AT1090
 AT1090.Superseded values are not recommended for survey control.
 AT1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1090.See file dsdata.txt to determine how the superseded data were derived.
 AT1090
 AT1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6029238288(NAD 83)
 AT1090_MARKER: DS = TRIANGULATION STATION DISK
 AT1090_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1090_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1090
 AT1090  HISTORY     - Date     Condition        Report By
 AT1090  HISTORY     - 1922     MONUMENTED       CGS
 AT1090  HISTORY     - 1934     GOOD             CGS
 AT1090  HISTORY     - 1954     GOOD             CGS
 AT1090  HISTORY     - 1955     GOOD             CGS
 AT1090  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1090
 AT1090                          STATION DESCRIPTION
 AT1090
 AT1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1090'ON A SLIGHTLY ROUNDING POINT ON THE NORTHEASTERN SHORE OF BAY TAMBOUR
 AT1090'AND ABOUT 12
 AT1090'METERS (39 FEET) FROM THE WATERS EDGE.  THIS POINT IS
 AT1090'THE ONLY PROJECTION ON THIS
 AT1090'SHORE OF THE BAY.  THE STATION IS MARKED
 AT1090'BY A STANDARD BRONZE DISK SET IN CONCRETE IN
 AT1090'THE TOP OF A TILE.
 AT1090'REFERENCE MARK NO.  1, A STANDARD BRONZE REFERENCE DISK SET IN
 AT1090'CONCRETE IN
 AT1090'THE TOP OF TILE, IS ABOUT 13 METERS (43 FEET) FROM THE
 AT1090'WATERS EDGE AND 25.25 METERS
 AT1090'(82.8 FEET) FROM THE STATION N 44 DEG 30 MIN W.
 AT1090'REFERENCE MARK NO.  2, IS A
 AT1090'STANDARD BRONZE
 AT1090'REFERENCE DISK SET IN CONCRETE IN THE TOP OF A TILE, IS 24.63
 AT1090'METERS (80.8
 AT1090'FEET) FROM THE STATION N 42 DEG 33 MIN E.
 AT1090
 AT1090                          STATION RECOVERY (1954)
 AT1090
 AT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WWR)
 AT1090'ORIGINAL DESCRIPTION STILL GOOD, EXCEPT THAT STATION IS NOW 2 INCHES
 AT1090'BELOW SURFACE AND
 AT1090'24 FEET FROM WATERS EDGE.  STATION IS IN GOOD
 AT1090'CONDITION.
 AT1090'
 AT1090'REFERENCE MARK 1 IS FLUSH WITH SURFACE AND 26 FEET FROM WATERS EDGE.
 AT1090'
 AT1090'REFERENCE MARK 2 IS 3 INCHES ABOVE SURFACE.
 AT1090'
 AT1090'A 20 FOOT TOWER WAS ERECTED OVER STATION.
 AT1090
 AT1090                          STATION RECOVERY (1955)
 AT1090
 AT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1090'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS-
 AT1090'
 AT1090'ABOUT 9 MI. S-SW OF BURAS, ABOUT 7 MI. W-SW OF VENICE, ON THE NE
 AT1090'SHORE OF BAY
 AT1090'TAMBOUR, ON A SLIGHTLY-ROUNDING POINT, ABOUT 25 FT.
 AT1090'INSHORE FROM MEAN HIGH WATER, A
 AT1090'STANDARD DISK, SET IN A
 AT1090'CONCRETE-FILLED TILE FLUSH IN THE MARSH.
 AT1090'
 AT1090'REFERENCE MARK 1 IS 28 FT. N OF THE MEAN HIGH-WATERLINE, 25.25 M.
 AT1090'(82.8FT.) FROM THE
 AT1090'STATION N 44 DEG 30 MIN W, A STANDARD
 AT1090'DISK, SET IN A CONCRETE-FILLED TILE
 AT1090'FLUSH IN THE MARSH.
 AT1090'
 AT1090'REFERENCE MARK 2 IS 96 FT. N OF THE MEAN HIGH-WATERLINE, 24.63 M.
 AT1090'(80.8 FT.) FROM
 AT1090'THE STATION N 42 DEG 33 MIN E. A STANDARD
 AT1090'DISK, SET IN A CONCRETE-FILLED
 AT1090'TILE FLUSH IN THE MARSH.
 AT1090'
 AT1090'THERE IS NO WELL-DEFINED DETAIL NEARBY FOR STRONG TIES TO THE
 AT1090'STATION.  THE
 AT1090'MARKS WERE COVERED WITH WATER AT THE TIME THE STATION
 AT1090'WAS VISITED, AND THE STAMPINGS
 AT1090'COULD NOT BE DETERMINED.  DIRECTIONS
 AT1090'AND DISTANCES TO THE REFERENCE MARKS WERE
 AT1090'VERIFIED ONLY WITH A
 AT1090'COMPASS AND A METALLIC TAPE AND WERE FOUND TO BE
 AT1090'SUBSTANTIALLY
 AT1090'CORRECT.  THE DIRECTIONS AND DISTANCES SHOWN ABOVE WERE COPIED FROM
 AT1090'THE OLD
 AT1090'DESCRIPTION.  THERE ARE THE RUINS OF A 20-FT.  TOWER AT THE
 AT1090'STATION SITE.
 AT1090
 AT1090                          STATION RECOVERY (1965)
 AT1090
 AT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1090'STATION MARK AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 AT1090'THE SHORELINE
 AT1090'APPEARS TO HAVE MOVED BACK QUITE A WAYS AND IT APPEARS
 AT1090'THAT THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3499 ***********************************************************************
 AU3499  DESIGNATION -  TAMBOUR 2
 AU3499  PID         -  AU3499
 AU3499  STATE/COUNTY-  LA/TERREBONNE
 AU3499  USGS QUAD   -  LAKE TAMBOUR (1994)
 AU3499
 AU3499                         *CURRENT SURVEY CONTROL
 AU3499  ___________________________________________________________________
 AU3499* NAD 83(1992)-  29 19 20.88277(N)    090 34 29.85321(W)     ADJUSTED  
 AU3499* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3499  **This station is located in a subsidence area (see below).
 AU3499  ___________________________________________________________________
 AU3499  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AU3499  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AU3499
 AU3499  HORZ ORDER  -  THIRD
 AU3499
 AU3499.The horizontal coordinates were established by classical geodetic methods
 AU3499.and adjusted by the National Geodetic Survey in January 1993..
 AU3499.No horizontal observational check was made to the station.
 AU3499
 AU3499 ** The orthometric height has not been validated since last determined
 AU3499 ** by differential leveling and should not be used for control purposes.
 AU3499 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3499 ** area with valid NAVD 88 orthometric heights.
 AU3499 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3499 ** epoch indicated which incorporates improved geoid heights for the
 AU3499 ** Southern Louisiana Subsidence area.
 AU3499 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3499.The orthometric height was scaled from a topographic map.
 AU3499
 AU3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3499
 AU3499.The geoid height was determined by GEOID03.
 AU3499
 AU3499;                    North         East     Units Scale Factor Converg.
 AU3499;SPC LA S     -    91,411.718 1,073,663.744   MT  0.99999532   +0 22 45.1
 AU3499;SPC LA S     -   299,906.61  3,522,511.80   sFT  0.99999532   +0 22 45.1
 AU3499;UTM  15      - 3,246,154.691   735,498.831   MT  1.00028439   +1 11 17.3
 AU3499
 AU3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3499!SPC LA S     -   1.00000379  x   0.99999532  =   0.99999911
 AU3499!UTM  15      -   1.00000379  x   1.00028439  =   1.00028818
 AU3499
 AU3499|---------------------------------------------------------------------|
 AU3499| PID    Reference Object                     Distance      Geod. Az  |
 AU3499|                                                           dddmmss.s |
 AU3499| AU3028 TAMBOUR                              28.666 METERS 01300     |
 AU3499| CS7265 COCODRIE SUN OIL CO RAD MAST                       1284546.5 |
 AU3499|---------------------------------------------------------------------|
 AU3499
 AU3499                          SUPERSEDED SURVEY CONTROL
 AU3499
 AU3499  NAD 83(1986)-  29 19 20.90129(N)    090 34 29.86217(W) AD(       ) 3
 AU3499
 AU3499.Superseded values are not recommended for survey control.
 AU3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3499.See file dsdata.txt to determine how the superseded data were derived.
 AU3499
 AU3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3549946155(NAD 83)
 AU3499
 AU3499  HISTORY     - Date     Condition        Report By
 AU3499  HISTORY     - 1982     MONUMENTED       NGS
 AU3499
 AU3499                          STATION DESCRIPTION
 AU3499
 AU3499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (JEF)
 AU3499'THE STATION IS LOCATED ON THE WEST SIDE OF BAYOU DE MANGUE, ABOUT
 AU3499'0.97 KM (0.6 MI) ABOVE ITS MOUTH, ON THE NORTH SIDE OF THE FIRST
 AU3499'BAYOU LEADING WEST AND WEST ACROSS THE BAYOU DE MANGUE FROM A LARGE
 AU3499'CAMP, ABOUT 100 FEET WEST OF THE WEST EDGE OF BAYOU DEMANGUE.
 AU3499'
 AU3499'THE STATION WAS REACHED BY BOAT.
 AU3499'
 AU3499'THE STATION IS A STANDARD NGS DISK STAMPED  TAMBOUR 2 1982  ,
 AU3499'CRIMPED TO THE TOP OF A 5/8 INCH STAINLESS STEEL ROD, DRIVEN TO
 AU3499'A DEPTH OF 24 FEET, PROJECTING 16 INCHES AND ENCASED IN A 5 INCH
 AU3499'PLASTIC PIPE.
 AU3499'
 AU3499'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED  TAMBOUR 2 NO 3
 AU3499'1982, CRIMPED TO THE TOP OF A 5/8 INCH STAINLESS STEEL ROD, DRIVEN
 AU3499'TO A DEPTH OF 24 FEET, PROJECTING 16 INCHES AND ENCASED IN A 5 INCH
 AU3499'PLASTIC PIPE, ABOUT 30.5 METERS (100 FEET) WEST OF THE WEST EDGE
 AU3499'OF BAYOU DEMANGUE.  LOCATED 0.3 MT (1 FT) SOUTH FROM A PLASTIC
 AU3499'PIPE WITNESS POST WITH SIGN ATTACHED.
 AU3499'
 AU3499'REFERENCE MARK 4 IS A STANDARD NGS DISK STAMPED  TAMBOUR 2 NO 4
 AU3499'1982, CRIMPED TO THE TOP OF A 5/8 INCH STAINLESS STEEL ROD, DRIVEN
 AU3499'TO A DEPTH OF 24 FEET, PROJECTING 16 INCHES AND ENCASED IN A 5 INCH
 AU3499'PLASTIC PIPE, ABOUT 41 METERS (150 FEET) WEST OF THE WEST EDGE
 AU3499'OF BAYOU DEMANGUE.  LOCATED 0.3 MT (1 FT) NORTH FROM A PLASTIC
 AU3499'PIPE WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4165 ***********************************************************************
 BJ4165  DESIGNATION -  TAMMANY
 BJ4165  PID         -  BJ4165
 BJ4165  STATE/COUNTY-  LA/ST TAMMANY
 BJ4165  USGS QUAD   -  FOLSOM (1983)
 BJ4165
 BJ4165                         *CURRENT SURVEY CONTROL
 BJ4165  ___________________________________________________________________
 BJ4165* NAD 83(1992)-  30 41 49.49559(N)    090 13 23.09042(W)     ADJUSTED  
 BJ4165* NAVD 88     -        61.1    (meters)     200.     (feet)  VERTCON   
 BJ4165  ___________________________________________________________________
 BJ4165  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BJ4165  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4165
 BJ4165  HORZ ORDER  -  FIRST
 BJ4165
 BJ4165.The horizontal coordinates were established by classical geodetic methods
 BJ4165.and adjusted by the National Geodetic Survey in January 1993..
 BJ4165
 BJ4165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4165
 BJ4165.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4165
 BJ4165.The geoid height was determined by GEOID03.
 BJ4165
 BJ4165;                    North         East     Units Scale Factor Converg.
 BJ4165;SPC LA S     -   244,055.231 1,106,365.825   MT  0.99999938   +0 33 18.5
 BJ4165;SPC LA S     -   800,704.54  3,629,801.88   sFT  0.99999938   +0 33 18.5
 BJ4165;UTM  15      - 3,399,323.944   765,986.060   MT  1.00047284   +1 25 06.4
 BJ4165
 BJ4165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4165!SPC LA S     -   0.99999469  x   0.99999938  =   0.99999407
 BJ4165!UTM  15      -   0.99999469  x   1.00047284  =   1.00046753
 BJ4165
 BJ4165:                Primary Azimuth Mark                     Grid Az
 BJ4165:SPC LA S     -  TAMMANY AZ MK                            173 21 00.7
 BJ4165:UTM  15      -  TAMMANY AZ MK                            172 29 12.8
 BJ4165
 BJ4165|---------------------------------------------------------------------|
 BJ4165| PID    Reference Object                     Distance      Geod. Az  |
 BJ4165|                                                           dddmmss.s |
 BJ4165| CW1528 TAMMANY AZ MK                                      1735419.2 |
 BJ4165| CW1529 TAMMANY RM 1                         27.584 METERS 22329     |
 BJ4165| CW1530 TAMMANY RM 2                         32.809 METERS 30701     |
 BJ4165|---------------------------------------------------------------------|
 BJ4165
 BJ4165                          SUPERSEDED SURVEY CONTROL
 BJ4165
 BJ4165  NAD 83(1986)-  30 41 49.50891(N)    090 13 23.08798(W) AD(       ) 1
 BJ4165  NAD 27      -  30 41 48.83508(N)    090 13 22.78387(W) AD(       ) 1
 BJ4165  NGVD 29 (07/19/86)   61.2    (m)          201.     (f) VERT ANG       
 BJ4165
 BJ4165.Superseded values are not recommended for survey control.
 BJ4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4165.See file dsdata.txt to determine how the superseded data were derived.
 BJ4165
 BJ4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6598699324(NAD 83)
 BJ4165_MARKER: DS = TRIANGULATION STATION DISK
 BJ4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4165_STAMPING: TAMMANY 1970
 BJ4165_MARK LOGO: NGS   
 BJ4165_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4165+STABILITY: SURFACE MOTION
 BJ4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ4165+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1990
 BJ4165
 BJ4165  HISTORY     - Date     Condition        Report By
 BJ4165  HISTORY     - 1970     MONUMENTED       NGS
 BJ4165  HISTORY     - 19900226 GOOD             LADTD
 BJ4165
 BJ4165                          STATION DESCRIPTION
 BJ4165
 BJ4165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4165'THE STATION IS LOCATED 10 MILES SOUTH AND 4 MILES WEST OF FRANKLINTON
 BJ4165'AND 4-1/2 MILES NORTH AND 2 MILES WEST OF FOLSOM, IN THE SOUTHWEST
 BJ4165'QUARTER OF SECTION 17, T 4 S, R 10 E, AND ON PROPERTY OWNED BY MR.
 BJ4165'EMILE KUNTZ.
 BJ4165'
 BJ4165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND 40 IN
 BJ4165'FOLSOM, GO NORTH ON HIGHWAY 25 FOR 2.85 MILES TO THE JUNCTION WITH
 BJ4165'STATE HIGHWAY 450 TO THE LEFT.  TURN LEFT AND GO NORTHWESTERLY ON
 BJ4165'HIGHWAY 450 FOR 2.35 MILES TO A DRIVEWAY AND THE AZIMUTH MARK ON
 BJ4165'THE LEFT.  CONTINUE NORTHERLY ON HIGHWAY 450 FOR 0.2 MILE TO THE
 BJ4165'STATION ON THE RIGHT.
 BJ4165'
 BJ4165'THE STATION MARK IS A STANDARD DISK STAMPED TAMMANY 1970, SET IN THE
 BJ4165'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS 8 INCHES
 BJ4165'ABOVE THE GROUND SURFACE.  IT IS 40 FEET EAST-NORTHEAST OF THE
 BJ4165'CENTER OF HIGHWAY 450, 27 FEET NORTHWEST OF A 24-INCH PINE TREE, 15
 BJ4165'FEET WEST-SOUTHWEST OF A FENCE AND 5.5 FEET EAST-NORTHEAST OF A
 BJ4165'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BJ4165'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 BJ4165'GROUND.
 BJ4165'
 BJ4165'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TAMMANY NO 1 1970, SET IN
 BJ4165'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 BJ4165'INCH ABOVE THE GROUND SURFACE.  IT IS 34 FEET WEST-SOUTHWEST OF THE
 BJ4165'CENTER OF THE HIGHWAY, 13 FEET SOUTHEAST OF A 20-INCH PINE TREE,
 BJ4165'12 FEET NORTHEAST OF A 20-INCH PINE TREE AND 2.5 FEET
 BJ4165'WEST-SOUTHWEST OF A FENCE.
 BJ4165'
 BJ4165'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TAMMANY NO 2 1970, SET IN
 BJ4165'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BJ4165'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 31.5 FEET
 BJ4165'WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY, 17 FEET SOUTH OF THE
 BJ4165'CENTER OF A GRAVELED ROAD, 3 FEET SOUTHEAST OF A CORNER FENCE
 BJ4165'POST AND 6 INCHES EAST-NORTHEAST OF THE FENCE.
 BJ4165'
 BJ4165'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TAMMANY 1970, SET IN THE
 BJ4165'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4165'THE GROUND SURFACE.  IT IS 35 FEET WEST-SOUTHWEST OF THE CENTER OF
 BJ4165'HIGHWAY 450, 27 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 8 FEET
 BJ4165'WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER AND 4.5 FEET
 BJ4165'WEST OF A METAL WITNESS POST.
 BJ4165'
 BJ4165'NOTE--UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO A FENCE ON
 BJ4165'LINE.
 BJ4165'
 BJ4165'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 BJ4165
 BJ4165                          STATION RECOVERY (1990)
 BJ4165
 BJ4165'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ4165'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHWEST OF
 BJ4165'FRANKLINTON AND 7.2 KM (4.45 MI) NORTHWEST OF FOLSOM, IN THE SOUTHWEST
 BJ4165'QUARTER OF SECTION 17, T 4 S, R 10 E.  OWNERSHIP--MR. EMILE KUNTZ. TO
 BJ4165'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 40 IN
 BJ4165'FOLSOM, GO NORTH FOR 4.6 KM (2.85 MI) ON HIGHWAY 25 TO THE JUNCTION
 BJ4165'WITH STATE HIGHWAY 450.  TURN LEFT AND GO NORTHWEST FOR 3.9 KM (2.40
 BJ4165'MI) ON HIGHWAY 450 TO THE MARK ON THE RIGHT AT THE JUNCTION WITH HART
 BJ4165'ROAD LEADING WEST. THE STATION IS 28.0 M (91.9 FT) SOUTH FROM THE
 BJ4165'EXTENDED CENTER OF HART ROAD, 12.2 M (40.0 FT) EAST FROM THE CENTER OF
 BJ4165'THE HIGHWAY, 8.2 M (26.9 FT) NORTHWEST FROM A 76.2 CM (30-IN) PINE
 BJ4165'TREE, 4.6 M (15.1 FT) WEST FROM A FENCE AND 1.7 M (5.6 FT) EAST FROM A
 BJ4165'METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS PROJECTING 2.4 CM
 BJ4165'(8 IN) ABOVE THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2872 ***********************************************************************
 BX2872  DESIGNATION -  TAN 1919
 BX2872  PID         -  BX2872
 BX2872  STATE/COUNTY-  LA/SABINE
 BX2872  USGS QUAD   -  HOLLIS CREEK (1989)
 BX2872
 BX2872                         *CURRENT SURVEY CONTROL
 BX2872  ___________________________________________________________________
 BX2872* NAD 83(1992)-  31 45 24.90530(N)    093 27 05.90948(W)     ADJUSTED  
 BX2872* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BX2872  ___________________________________________________________________
 BX2872  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BX2872  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX2872
 BX2872  HORZ ORDER  -  FIRST
 BX2872
 BX2872.The horizontal coordinates were established by classical geodetic methods
 BX2872.and adjusted by the National Geodetic Survey in January 1993..
 BX2872
 BX2872.The orthometric height was scaled from a topographic map.
 BX2872
 BX2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2872
 BX2872.The geoid height was determined by GEOID03.
 BX2872
 BX2872;                    North         East     Units Scale Factor Converg.
 BX2872;SPC LA N     -   139,756.469   909,848.463   MT  0.99991866   -0 30 11.3
 BX2872;SPC LA N     -   458,517.68  2,985,061.17   sFT  0.99991866   -0 30 11.3
 BX2872;UTM  15      - 3,513,581.146   457,227.681   MT  0.99962256   -0 14 15.8
 BX2872
 BX2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2872!SPC LA N     -   0.99998731  x   0.99991866  =   0.99990598
 BX2872!UTM  15      -   0.99998731  x   0.99962256  =   0.99960988
 BX2872
 BX2872:                Primary Azimuth Mark                     Grid Az
 BX2872:SPC LA N     -  PALM=G 12                                305 23 01.5
 BX2872:UTM  15      -  PALM=G 12                                305 07 06.0
 BX2872
 BX2872|---------------------------------------------------------------------|
 BX2872| PID    Reference Object                     Distance      Geod. Az  |
 BX2872|                                                           dddmmss.s |
 BX2872| BX1724 PALM=G 12                           APPROX. 0.7 KM 3045250.2 |
 BX2872|---------------------------------------------------------------------|
 BX2872
 BX2872                          SUPERSEDED SURVEY CONTROL
 BX2872
 BX2872  NAD 83(1986)-  31 45 24.91960(N)    093 27 05.90372(W) AD(       ) 1
 BX2872  NAD 27      -  31 45 24.31200(N)    093 27 05.27200(W) AD(       ) 1
 BX2872
 BX2872.Superseded values are not recommended for survey control.
 BX2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2872.See file dsdata.txt to determine how the superseded data were derived.
 BX2872
 BX2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5722813581(NAD 83)
 BX2872_MARKER: DS = TRIANGULATION STATION DISK
 BX2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2872_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2872+STABILITY: SURFACE MOTION
 BX2872
 BX2872  HISTORY     - Date     Condition        Report By
 BX2872  HISTORY     - 1919     MONUMENTED       CGS
 BX2872  HISTORY     - 1935     GOOD             CGS
 BX2872  HISTORY     - 1936     GOOD             LAGS
 BX2872  HISTORY     - 1943     GOOD             USE
 BX2872  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2872  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2872
 BX2872                          STATION DESCRIPTION
 BX2872
 BX2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX2872'ABOUT 5-1/2 MILES E OF SODUS, OR PLEASANT HILL, 1 MILE W OF
 BX2872'TOWN OF BOLEYN, 120 METERS (394 FEET) W OF MILEPOST NO. 263,
 BX2872'124 METERS (407 FEET) W OF ROAD CROSSING, AND 8.1 METERS (27
 BX2872'FEET) S OF CENTER OF TEXAS AND PACIFIC RAILWAY TRACKS.
 BX2872'
 BX2872'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 BX2872'
 BX2872'UNDERGROUND MARK IS A NAIL IN CONCRETE.
 BX2872
 BX2872                          STATION RECOVERY (1935)
 BX2872
 BX2872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX2872'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION IS
 BX2872'68.7 FEET SE OF 3RD TELEGRAPH POLE W OF MILEPOST NO. 263.  MARK
 BX2872'IS STAMPED TAN 1919-1920.
 BX2872'
 BX2872'REFERENCE MARK (1919) WAS NOT SET.
 BX2872'
 BX2872'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET IN
 BX2872'A 14-BY 14-BY 30-INCH CONCRETE PIER, 33.5 FEET N OF N RAIL,
 BX2872'35.5 FEET E OF 3RD TELEGRAPH POLE W OF MILEPOST NO. 263, AND
 BX2872'18.93 METERS (62.11 FEET) FROM STATION N 50 DEG 02
 BX2872'MIN 15 SEC E.
 BX2872'
 BX2872'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX2872'A 14-BY 14-BY 30-INCH CONCRETE PIER 21.1 FEET S OF S RAIL,
 BX2872'89.3 FEET SW OF 2ND TELEGRAPH POLE W OF MILEPOST NO. 263, AND
 BX2872'15.52 METERS (50.92 FEET) FROM STATION S 57 DEG
 BX2872'51 MIN 55 SEC E.
 BX2872'
 BX2872'DISTANCE FROM REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1
 BX2872'IS 22.77 METERS (74.73 FEET) N 02 DEG 24 MIN 45 SEC W.
 BX2872'
 BX2872'THE BEST WAY TO REACH THIS STATION, IS TO GO TO BOLEYN RAILROAD
 BX2872'STATION, THEN W 1 MILE BY DIRT ROAD PARALLEL TO RAILROAD ON
 BX2872'S SIDE OF TRACK.
 BX2872
 BX2872                          STATION RECOVERY (1936)
 BX2872
 BX2872'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2872'STATION RECOVERED AS DESCRIBED.
 BX2872
 BX2872                          STATION RECOVERY (1943)
 BX2872
 BX2872'RECOVERY NOTE BY US ENGINEERS 1943
 BX2872'THE SURFACE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX2872
 BX2872                          STATION RECOVERY (2001)
 BX2872
 BX2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2872'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BX2872
 BX2872                          STATION RECOVERY (2001)
 BX2872
 BX2872'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 BX2872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1553 ***********************************************************************
 CP1553  DESIGNATION -  TANGENT
 CP1553  PID         -  CP1553
 CP1553  STATE/COUNTY-  LA/TENSAS
 CP1553  USGS QUAD   -  NEWELLTON (1994)
 CP1553
 CP1553                         *CURRENT SURVEY CONTROL
 CP1553  ___________________________________________________________________
 CP1553* NAD 83(1986)-  32 07 08.     (N)    091 09 08.     (W)     SCALED    
 CP1553* NAVD 88     -        24.50   (+/-2cm)      80.4    (feet)  VERTCON   
 CP1553  ___________________________________________________________________
 CP1553  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1553
 CP1553  VERT ORDER  -  ? (See Below)
 CP1553
 CP1553.The horizontal coordinates were scaled from a topographic map and have
 CP1553.an estimated accuracy of +/- 6 seconds.
 CP1553
 CP1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1553.The vertical order pertains to the NGVD 29 superseded value.
 CP1553
 CP1553.The geoid height was determined by GEOID03.
 CP1553
 CP1553;                    North         East    Units  Estimated Accuracy
 CP1553;SPC LA N     -   180,290.    1,127,180.      MT  (+/- 180 meters Scaled)
 CP1553
 CP1553                          SUPERSEDED SURVEY CONTROL
 CP1553
 CP1553  NGVD 29 (??/??/92)   24.520  (m)           80.45   (f) ADJ UNCH    ?  
 CP1553
 CP1553.Superseded values are not recommended for survey control.
 CP1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1553.See file dsdata.txt to determine how the superseded data were derived.
 CP1553
 CP1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR743551(NAD 83)
 CP1553_MARKER: P = PIPE CAP
 CP1553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1553
 CP1553  HISTORY     - Date     Condition        Report By
 CP1553  HISTORY     - UNK      MONUMENTED       DOD
 CP1553  HISTORY     - 1934     GOOD             DOD
 CP1553
 CP1553                          STATION DESCRIPTION
 CP1553
 CP1553'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1553'2.5 MI W FROM POINT PLEASANT.
 CP1553'P.B.M. IS CONCRETE BLOCK AND IRON PIPE WITH BRASS CAP ON RIGHT BANK OF
 CP1553'PALMYRA LAKE, IN TENSAS PARISH, LA.  ABOUT 2 MILES ALONG LEVEE
 CP1553'UPSTREAM FROM BURNS LDG.  BETWEEN OLD AND NEW LEVEES.  15.7 METERS
 CP1553'LANDWARD FROM TOE OF OLD LEVEE AT A PROMINENT ANGLE TO LEFT.  APPROX.
 CP1553'ON LINE OF THE PROLONGATION OF A SHORT N. AND S. TANGENT, RUNNING
 CP1553'BETWEEN TWO LONG E. AND W. TANGENTS.  36 METERS OFF THE SW. P.I. 14.9
 CP1553'METERS DOWNSTREAM FROM DITCH RUNNING S.E. AND N.W.  13.0 METERS
 CP1553'LANDSIDE OF FENCE RUNNING PARALLEL TO TOE OF LEVEE.  ABOUT 31 METERS
 CP1553'DOWNSTREAM FROM A CULTIVATED FIELD.  IN LINE BETWEEN BLAZED 40 IN.
 CP1553'PECAN AND 15 IN. PECAN TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4200 ***********************************************************************
 BJ4200  DESIGNATION -  TANGI
 BJ4200  PID         -  BJ4200
 BJ4200  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4200  USGS QUAD   -  CHESBROUGH (1983)
 BJ4200
 BJ4200                         *CURRENT SURVEY CONTROL
 BJ4200  ___________________________________________________________________
 BJ4200* NAD 83(1992)-  30 52 12.97822(N)    090 27 43.03860(W)     ADJUSTED  
 BJ4200* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 BJ4200  ___________________________________________________________________
 BJ4200  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ4200  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4200
 BJ4200  HORZ ORDER  -  FIRST
 BJ4200
 BJ4200.The horizontal coordinates were established by classical geodetic methods
 BJ4200.and adjusted by the National Geodetic Survey in May 1994..
 BJ4200
 BJ4200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4200
 BJ4200.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4200
 BJ4200.The geoid height was determined by GEOID03.
 BJ4200
 BJ4200;                    North         East     Units Scale Factor Converg.
 BJ4200;SPC LA S     -   263,057.963 1,083,335.359   MT  1.00004064   +0 26 08.5
 BJ4200;SPC LA S     -   863,049.33  3,554,242.76   sFT  1.00004064   +0 26 08.5
 BJ4200;UTM  15      - 3,417,983.759   742,662.385   MT  1.00032644   +1 18 10.4
 BJ4200
 BJ4200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4200!SPC LA S     -   0.99999079  x   1.00004064  =   1.00003143
 BJ4200!UTM  15      -   0.99999079  x   1.00032644  =   1.00031722
 BJ4200
 BJ4200|---------------------------------------------------------------------|
 BJ4200| PID    Reference Object                     Distance      Geod. Az  |
 BJ4200|                                                           dddmmss.s |
 BJ4200| CW1533 TANGI RM 1                           31.489 METERS 09412     |
 BJ4200| CW1532 TANGI AZ MK 2                                      0991131.6 |
 BJ4200| CW1531 TANGI AZ MK                                        1070435.1 |
 BJ4200| BJ4560 ROSELAND LUMBER MILL TANK           APPROX.12.7 KM 2015120.6 |
 BJ4200| BJ4539 KENTWOOD MUNICIPAL TANK             APPROX. 9.2 KM 3255412.9 |
 BJ4200| CW1534 TANGI RM 2                           27.648 METERS 33521     |
 BJ4200| BW2264 OSYKA MUNICIPAL TANK                APPROX.15.1 KM 3552554.0 |
 BJ4200| BW2265 CHATAWA ST M OF PINES SM TANK       APPROX.20.8 KM 3595100.9 |
 BJ4200| BW2266 CHATAWA ST M OF PINES LGE TANK      APPROX.20.8 KM 3595636.1 |
 BJ4200|---------------------------------------------------------------------|
 BJ4200
 BJ4200                          SUPERSEDED SURVEY CONTROL
 BJ4200
 BJ4200  NAD 83(1992)-  30 52 12.98101(N)    090 27 43.03719(W) AD(       ) 1
 BJ4200  NAD 83(1986)-  30 52 12.99306(N)    090 27 43.03531(W) AD(       ) 1
 BJ4200  NAD 27      -  30 52 12.33780(N)    090 27 42.69813(W) AD(       ) 1
 BJ4200  NGVD 29 (07/19/86)   85.9    (m)          282.     (f) VERT ANG       
 BJ4200
 BJ4200.Superseded values are not recommended for survey control.
 BJ4200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4200.See file dsdata.txt to determine how the superseded data were derived.
 BJ4200
 BJ4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4266217984(NAD 83)
 BJ4200_MARKER: DS = TRIANGULATION STATION DISK
 BJ4200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4200
 BJ4200  HISTORY     - Date     Condition        Report By
 BJ4200  HISTORY     - 1939     MONUMENTED       CGS
 BJ4200  HISTORY     - 1954     GOOD             CGS
 BJ4200  HISTORY     - 1966     GOOD             CGS
 BJ4200  HISTORY     - 1970     GOOD             NGS
 BJ4200
 BJ4200                          STATION DESCRIPTION
 BJ4200
 BJ4200'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4200'THE STATION IS LOCATED APPROXIMATELY 3 MILES E OF TANGIPAHOA,
 BJ4200'ON TOP OF A FLAT TOPPED RIDGE WHICH IS SPARSELY COVERED WITH
 BJ4200'SECOND GROWTH TIMBER, IN THE SW 1/4 OF SEC. 13, T 2 S, R 7 E.
 BJ4200'45 FEET S OF THE CENTER LINE OF THE GRAVEL TANGIPAHOA-FRANKLINTON
 BJ4200'ROAD, 50 FEET SE OF AN 8-INCH PINE TREE WITH A TRIANGULAR-BLAZE,
 BJ4200'AND 25 FEET SW OF A 2-FOOT STUMP WHICH IS 3 FEET HIGH.  MARK,
 BJ4200'WHICH PROJECT 4 INCHES ABOVE THE GROUND, IS
 BJ4200'STAMPED TANGI 1939.  THE LAND IS OWNED BY THE HAMMOND BANK.
 BJ4200'
 BJ4200'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4200'DISKS SET IN CONCRETE.
 BJ4200'
 BJ4200'REFERENCE MARK NO. 1 IS 103.31 FEET (31.489 METERS) E OF THE
 BJ4200'STATION AND 32 FEET S OF THE CENTER LINE OF THE
 BJ4200'TANGIPAHOA-FRANKLINTON ROAD.  THE MARK PROJECTS 6
 BJ4200'INCHES ABOVE THE GROUND, AND IS STAMPED TANGI NO. 1 1939.
 BJ4200'REFERENCE MARK NO. 2 IS 90.75 FEET (27.661 METERS) NW OF THE
 BJ4200'STATION AND 28 FEET N OF THE CENTER LINE OF THE
 BJ4200'TANGIPAHOA-FRANKLINTON ROAD.  THE MARK PROJECTS 6
 BJ4200'INCHES ABOVE THE GROUND AND IS STAMPED TANGI NO 2 1939.
 BJ4200'
 BJ4200'THE AZIMUTH MARK IS APPROXIMATELY 1 MILE ESE OF THE STATION,
 BJ4200'42 FEET S OF THE CENTER LINE OF THE TANGIPAHOA-FRANKLINTON
 BJ4200'ROAD, AND 5 FEET W OF THE SW CORNER OF A SMALL DESERTED SHACK.
 BJ4200'THE MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BJ4200'STAMPED TANGI 1939.
 BJ4200'
 BJ4200'TO REACH THE STATION FROM THE RAILROAD STATION IN TANGIPAHOA,
 BJ4200'DRIVE E ON A GRAVEL ROAD ON THE N SIDE OF THE RAILROAD STATION
 BJ4200'FOR 1.4 MILES, OR FOR 0.5 MILE AFTER CROSSING THE TANGIPAHOA
 BJ4200'RIVER, THEN TAKE THE RIGHT HAND GRAVEL ROAD, ONE OF THREE AT
 BJ4200'A FORK, AND GO 1.05 MILES TO A FORK, TAKE THE LEFT FORK AND
 BJ4200'DRIVE 0.75 MILE TO THE TOP OF THE GRADE WHERE THERE IS A
 BJ4200'TRIANGULAR-BLAZED PINE AND THE STATION LIES ON THE RIGHT (S)
 BJ4200'SIDE OF THE ROAD.
 BJ4200'
 BJ4200'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE E ON THE
 BJ4200'TANGIPAHOA-FRANKLINTON GRAVELED ROAD FOR 1 MILE TO THE MARK ON
 BJ4200'THE RIGHT (S) SIDE OF THE ROAD.  THE LAND IS OWNED BY E.G.
 BJ4200'AND J.L. MORGAN.
 BJ4200'
 BJ4200'NOTE--A LA PLACE AZIMUTH WAS MEASURED AT THIS DATE.
 BJ4200'
 BJ4200'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4200
 BJ4200                          STATION RECOVERY (1954)
 BJ4200
 BJ4200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4200'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BJ4200'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ4200'
 BJ4200'THE STATION IS LOCATED ABOUT 3 MI. E OF TANGIPAHOA, ON A
 BJ4200'FLAT-TOPPED RIDGE WHICH IS SPARSELY COVERED WITH PINE TREES, ON
 BJ4200'THE RIGHT-OF-WAY, 45 FT. S OF THE CENTERLINE OF STATE ROAD 937,
 BJ4200'2 FT. S OF A FENCE LINE, AND 31 FT. E OF A BRACE IN A FENCE LINE.
 BJ4200'IT IS A STANDARD DISK, STAMPED TANGI 1939 AND PROJECTING 6 IN.
 BJ4200'
 BJ4200'REFERENCE MARK 1 IS 103.31 FT. E OF THE STATION, 32 FT. S OF
 BJ4200'THE CENTERLINE OF THE ROAD, AND 10 FT. N OF THE S RIGHT-OF-WAY
 BJ4200'FENCE.  IT IS A STANDARD DISK, STAMPED TANGI NO 1 1939 AND
 BJ4200'PROJECTING 6 IN.
 BJ4200'
 BJ4200'REFERENCE MARK 2 IS 90.75 FT. NW OF THE STATION, 30.5 FT. N OF
 BJ4200'THE CENTERLINE OF THE ROAD, 33 FT. SW OF THE W END OF A METAL
 BJ4200'GATE, 13 FT. SE OF A 12-IN. LONE PINE TREE, AND 12 FT. S OF THE
 BJ4200'N RIGHT-OF-WAY FENCE LINE.  IT IS A STANDARD DISK, STAMPED TANGI
 BJ4200'NO 2 1939 AND PROJECTING 6 IN.
 BJ4200'
 BJ4200'THE AZIMUTH MARK IS 1.1 MI. E OF THE STATION, AT THE SUMMIT OF
 BJ4200'THE FIRST GRADE E OF THE STATION, 10 FT. S-SE OF A METAL GATE,
 BJ4200'AND 45 FT. S OF THE CENTERLINE OF THE ROAD.  IT IS A STANDARD
 BJ4200'DISK, STAMPED TANGI 1939 AND PROJECTING 6 IN. THE
 BJ4200'MARK IS NOT VISIBLE FROM THE STATION.
 BJ4200'
 BJ4200'TO REACH THE STATION FROM THE RAILROAD STATION AT TANGIPAHOA,
 BJ4200'GO E FOR 1.4 MI. TO A FORK (THIS IS 0.5 MI. E OF THE TANGIPAHOA
 BJ4200'RIVER), TAKE THE RIGHT FORK AND GO 1.05 MI. ON STATE ROAD 973
 BJ4200'TO A FORK, TAKE THE LEFT FORK (STATE ROAD 973) FOR 0.75 MI.
 BJ4200'TO THE STATION ON THE RIGHT.  CONTINUE FOR 1.1 MI. TO THE AZIMUTH
 BJ4200'MARK ON THE RIGHT.
 BJ4200
 BJ4200                          STATION RECOVERY (1966)
 BJ4200
 BJ4200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RT)
 BJ4200'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BJ4200'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT COULD NOT BE
 BJ4200'OBSERVED BECAUSE OF OBSTRUCTION.  THE FOLLOWING IS A NEW
 BJ4200'DESCRIPTION--
 BJ4200'
 BJ4200'THE STATION IS LOCATED 3.50 MILES EAST OF TANGIPAHOA, ON A
 BJ4200'FLAT-TOPPED RIDGE IN OPEN LAND SOUTH OF THE RIGHT OF WAY FENCE,
 BJ4200'2.00 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE ALONG STATE
 BJ4200'HIGHWAY 440, 2.50 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 BJ4200'44.50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 440, 37.00
 BJ4200'FEET EAST OF THE MIDDLE POST IN A FENCE BRACE ON THE SOUTH RIGHT
 BJ4200'OF WAY FENCE, AND 329.0 FEET SOUTHEAST OF A CULVERT UNDER STATE
 BJ4200'HIGHWAY 440.
 BJ4200'
 BJ4200'THE STATION IS A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BJ4200'THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 BJ4200'GROUND.  STATION IS STAMPED TANGI 1939.
 BJ4200'
 BJ4200'TO REACH THIS STATION FROM THE RAILROAD STATION IN TANGIPAHOA,
 BJ4200'FOLLOW STATE HIGHWAY 440 EAST FOR 1.40 MILES TO THE INTERSECTION
 BJ4200'OF STATE HIGHWAY 1054, THENCE SOUTHEAST ALONG STATE HIGHWAY 440
 BJ4200'FOR 1.31 MILES TO THE FORK IN THE HIGHWAY, TAKE THE LEFT FORK
 BJ4200'(STATE HIGHWAY 440) FOR 0.81 MILES TO THE STATION WHICH IS SET
 BJ4200'TO THE SOUTH OF THE HIGHWAY.
 BJ4200'
 BJ4200'REFERENCE MARK NO. 1 IS 103.33 FEET EAST OF THE STATION AND
 BJ4200'31.50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 440.
 BJ4200'
 BJ4200'REFERENCE MARK NO. 2 IS 90.78 FEET NORTHWEST OF THE STATION AND
 BJ4200'28.70 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 440.
 BJ4200'
 BJ4200'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4200
 BJ4200                          STATION RECOVERY (1970)
 BJ4200
 BJ4200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4200'THE STATION, REFERENCE NUMBER ONE AND TWO AND THE AZIMUTH MARK WERE
 BJ4200'RECOVERED.  THE STATION MONUMENT AND THE DISK IS DEEPLY SCRATCHED
 BJ4200'AND THE DISK IS ALMOST ILLEGIBLE.  THE CORNER OF THE MONUMENT OF
 BJ4200'REFERENCE MARK NUMBER TWO HAS BEEN BROKEN AND THE DISK BENT.
 BJ4200'REFERENCE MARK NUMBER ONE IS IN GOOD CONDITION.  THE AZIMUTH MARK
 BJ4200'IS IN GOOD CONDITION BUT DUE TO GROWTH OF TREES IT MAY BE
 BJ4200'BLOCKED AT A LATER DATE, THEREFORE AZIMUTH MARK NUMBER TWO WAS
 BJ4200'ESTABLISHED.  A CHECK WAS MADE TO THE MARKS FOR DISTANCE AND
 BJ4200'DIRECTION AND A DIFFERENCE WAS FOUND.  THE LOCATION DESCRIPTION
 BJ4200'OF THE STATION IS ADEQUATE, DUE TO CHANGING OF ROUTE NUMBERS A NEW
 BJ4200'TO REACH FOLLOWS.
 BJ4200'
 BJ4200'TO REACH FROM TANGIPAHOA, FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 BJ4200'STATE HIGHWAY 440.  GO EASTERLY ON STATE HIGHWAY 440 FOR 1.5 MILES
 BJ4200'TO FORKS, TAKE THE RIGHT FORK ROUTE 440 FOR 1.05 MILE TO FORKS, TAKE
 BJ4200'THE LEFT FORK ROUTE 440 FOR 0.75 MILE TO THE STATION ON THE RIGHT,
 BJ4200'SOUTH SIDE OF THE HIGHWAY.  CONTINUE EAST FOR 0.4 MILE TO AZIMUTH
 BJ4200'MARK NUMBER TWO 1939 1970, ON THE LEFT NORTH SIDE OF HIGHWAY.
 BJ4200'CONTINUE EASTERLY ON ROUTE 440 FOR 0.7 MILE TO AZIMUTH MARK 1939
 BJ4200'ON THE RIGHT, SOUTH SIDE OF HIGHWAY.
 BJ4200'
 BJ4200'AZIMUTH MARK NUMBER TWO 1939 1970 IS A STANDARD DISK STAMPED TANGI
 BJ4200'1939 NO 2 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4200'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 74 FEET NORTHWEST OF AN
 BJ4200'UTILITY POLE, 41 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 BJ4200'440, 14 FEET EAST OF THE APPROXIMATE CENTER OF DRIVEWAY, 2.8 FEET
 BJ4200'SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT
 BJ4200'SOUTHEAST OF A GATE POST.
 BJ4200'
 BJ4200'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4200'
 BJ4200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 BJ4200'TANGIPAHOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2944 ***********************************************************************
 CQ2944  DESIGNATION -  TANK
 CQ2944  PID         -  CQ2944
 CQ2944  STATE/COUNTY-  LA/LINCOLN
 CQ2944  USGS QUAD   -  SIMSBORO (1994)
 CQ2944
 CQ2944                         *CURRENT SURVEY CONTROL
 CQ2944  ___________________________________________________________________
 CQ2944* NAD 83(1992)-  32 30 14.58910(N)    092 48 17.04793(W)     ADJUSTED  
 CQ2944* NAVD 88     -       108.4    (meters)     356.     (feet)  VERTCON   
 CQ2944  ___________________________________________________________________
 CQ2944  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CQ2944  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2944
 CQ2944  HORZ ORDER  -  SECOND
 CQ2944
 CQ2944.The horizontal coordinates were established by classical geodetic methods
 CQ2944.and adjusted by the National Geodetic Survey in January 1993..
 CQ2944
 CQ2944.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2944
 CQ2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2944
 CQ2944.The geoid height was determined by GEOID03.
 CQ2944
 CQ2944;                    North         East     Units Scale Factor Converg.
 CQ2944;SPC LA N     -   222,244.055   971,364.210   MT  0.99996696   -0 09 40.0
 CQ2944;SPC LA N     -   729,145.70  3,186,884.08   sFT  0.99996696   -0 09 40.0
 CQ2944;UTM  15      - 3,596,325.137   518,342.174   MT  0.99960415   +0 06 17.7
 CQ2944
 CQ2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2944!SPC LA N     -   0.99998701  x   0.99996696  =   0.99995397
 CQ2944!UTM  15      -   0.99998701  x   0.99960415  =   0.99959116
 CQ2944
 CQ2944|---------------------------------------------------------------------|
 CQ2944| PID    Reference Object                     Distance      Geod. Az  |
 CQ2944|                                                           dddmmss.s |
 CQ2944| CQ2943 TANK LADH A 1971                     14.211 METERS 00959     |
 CQ2944| CY5653 TANK AZ MK                                         0435318.0 |
 CQ2944| CY5654 TANK AZ MK 2                                       2263115.4 |
 CQ2944| CY5655 TANK RM 1                            18.507 METERS 24932     |
 CQ2944| CY5656 TANK RM 2                             8.146 METERS 32728     |
 CQ2944|---------------------------------------------------------------------|
 CQ2944
 CQ2944                          SUPERSEDED SURVEY CONTROL
 CQ2944
 CQ2944  NAD 83(1986)-  32 30 14.60221(N)    092 48 17.03897(W) AD(       ) 2
 CQ2944  NAD 27      -  32 30 14.05671(N)    092 48 16.48353(W) AD(       ) 2
 CQ2944  NGVD 29 (07/19/86)  108.5    (m)          356.     (f) VERT ANG       
 CQ2944
 CQ2944.Superseded values are not recommended for survey control.
 CQ2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2944.See file dsdata.txt to determine how the superseded data were derived.
 CQ2944
 CQ2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR1834296325(NAD 83)
 CQ2944_MARKER: DD = SURVEY DISK
 CQ2944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2944_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2944
 CQ2944  HISTORY     - Date     Condition        Report By
 CQ2944  HISTORY     - 1971     MONUMENTED       LADTD
 CQ2944
 CQ2944                          STATION DESCRIPTION
 CQ2944
 CQ2944'DESCRIBED BY LA TRANSP AND DEV 1971 (RT)
 CQ2944'THE STATION IS LOCATED 2.5 MILES SOUTHWEST OF SIMSBORO, 6 MILES
 CQ2944'WEST-SOUTHWEST OF GRAMBLING AND 7 MILES SOUTHEAST OF ARCADIA,
 CQ2944'IN THE SOUTHWEST 1/4 OF SECTION 32, T18N, R4W, AND ON THE
 CQ2944'PROPERTY OWNED BY LOUISIANA DEPARTMENT OF HIGHWAYS.
 CQ2944'
 CQ2944'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE 20
 CQ2944'AND STATE HIGHWAY 507, JUST NORTH OF SIMSBORO, DRIVE SOUTH
 CQ2944'ALONG STATE HIGHWAY 507 FOR 1.1 MILES TO ITS INTERSECTION WITH
 CQ2944'U.S. HIGHWAY 80 IN SIMSBORO, CONTINUE SOUTH AND WEST ON STATE
 CQ2944'HIGHWAY 507 FOR 2.5 MILES TO A WATER TANK ON THE RIGHT AND THE
 CQ2944'STATION NEAR THE CHAIN LINK FENCE AROUND THE TANK.
 CQ2944'
 CQ2944'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHEAST
 CQ2944'ALONG STATE HIGHWAY 507 FOR 0.2 MILE.  THE MARK IS SET ON THE
 CQ2944'RIGHT AND EAST OF THE HIGHWAY NEAR A FENCE AND POWER POLE.
 CQ2944'
 CQ2944'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE SOUTHWEST ALONG
 CQ2944'HIGHWAY 507 FOR 0.15 MILE.  THE MARK IS SET ON THE LEFT AND EAST
 CQ2944'OF THE HIGHWAY NEAR A POWER POLE.
 CQ2944'
 CQ2944'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2944'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2944'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2944'GROUND.  THE SUBSURFACE MARK DISK IS SET IN THE TOP OF AN
 CQ2944'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CQ2944'SURFACE.  THEY ARE STAMPED TANK 1971.  THE MARK IS 46 FEET EAST
 CQ2944'OF THE CENTER OF A GATE ON A CHAIN LINK FENCE AROUND A WATER
 CQ2944'TANK AREA, 39 FEET WEST-NORTHWEST OF THE CENTER OF STATE
 CQ2944'HIGHWAY 507, 27 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 CQ2944'CHAIN LINK FENCE, 7 FEET EAST-SOUTHEAST OF A 30 INCH OAK
 CQ2944'TREE, AND 4 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CQ2944'
 CQ2944'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2944'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2944'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2944'IS STAMPED TANK R.M. 1 1971.  IT IS 61 FEET WEST-NORTHWEST OF
 CQ2944'THE CENTER OF STATE HIGHWAY 507, 44 FEET WEST OF THE SOUTH END
 CQ2944'OF A CONCRETE CULVERT, 18 FEET SOUTH OF THE CENTER OF THE GATE
 CQ2944'TO THE WATER TANK ENCLOSURE, 8 FEET NORTHEAST OF THE SOUTHEAST
 CQ2944'CORNER OF THE FENCE AROUND THE WATER TANK, 1.5 FEET EAST-SOUTHEAST
 CQ2944'OF A CHAIN LINK FENCE.
 CQ2944'
 CQ2944'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF
 CQ2944'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF
 CQ2944'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CQ2944'GROUND.  IT IS STAMPED TANK R.M. 2 1971.  IT IS 49 FEET NORTHWEST
 CQ2944'OF THE NORTH END OF A CONCRETE CULVERT, 65 FEET NORTHWEST OF THE
 CQ2944'CENTER OF STATE HIGHWAY 507, 43 FEET NORTH-NORTHEAST OF THE
 CQ2944'CENTER OF A GATE, 20 FEET NORTHWEST OF A 30 INCH OAK TREE, AND 3
 CQ2944'FEET NORTHEAST OF A CHAIN LINK FENCE.
 CQ2944'
 CQ2944'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2944'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2944'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2944'IS STAMPED TANK AZ.MK. 1971.  IT IS 69 FEET NORTHEAST OF A POWER
 CQ2944'POLE, 37 FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 507,
 CQ2944'3 FEET WEST-NORTHWEST OF A FENCE, AND 2 FEET NORTH-NORTHEAST OF A
 CQ2944'METAL WITNESS POST AND SIGN.
 CQ2944'
 CQ2944'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2944'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CQ2944'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CQ2944'IS STAMPED TANK AZ.MK 2 1971.  IT IS 111 FEET WEST-SOUTHWEST OF
 CQ2944'THE CENTER OF PARISH ROAD NO. 303, 41 FEET SOUTHEAST OF THE
 CQ2944'CENTER OF STATE HIGHWAY 507, 27 FEET WEST-SOUTHWEST OF A POWER
 CQ2944'POLE, AND 2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 CQ2944'SIGN.
 CQ2944'
 CQ2944'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1556 ***********************************************************************
 BX1556  DESIGNATION -  TANNEHILL
 BX1556  PID         -  BX1556
 BX1556  STATE/COUNTY-  LA/WINN
 BX1556  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1556
 BX1556                         *CURRENT SURVEY CONTROL
 BX1556  ___________________________________________________________________
 BX1556* NAD 83(1992)-  31 59 52.18562(N)    092 39 14.84812(W)     ADJUSTED  
 BX1556* NAVD 88     -        42.33   (+/-2cm)     138.9    (feet)  VERTCON   
 BX1556  ___________________________________________________________________
 BX1556  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BX1556  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1556
 BX1556  HORZ ORDER  -  FIRST
 BX1556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1556
 BX1556.The horizontal coordinates were established by classical geodetic methods
 BX1556.and adjusted by the National Geodetic Survey in January 1993..
 BX1556
 BX1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1556.The vertical order pertains to the NGVD 29 superseded value.
 BX1556
 BX1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1556
 BX1556.The geoid height was determined by GEOID03.
 BX1556
 BX1556;                    North         East     Units Scale Factor Converg.
 BX1556;SPC LA N     -   166,082.103   985,437.183   MT  0.99991571   -0 04 53.3
 BX1556;SPC LA N     -   544,887.70  3,233,055.16   sFT  0.99991571   -0 04 53.3
 BX1556;UTM  15      - 3,540,247.345   532,670.649   MT  0.99961316   +0 10 59.8
 BX1556
 BX1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1556!SPC LA N     -   0.99999739  x   0.99991571  =   0.99991310
 BX1556!UTM  15      -   0.99999739  x   0.99961316  =   0.99961055
 BX1556
 BX1556:                Primary Azimuth Mark                     Grid Az
 BX1556:SPC LA N     -  COLGRADE FEDERAL FIRE TOWER              129 34 48.0
 BX1556:UTM  15      -  COLGRADE FEDERAL FIRE TOWER              129 18 54.9
 BX1556
 BX1556|---------------------------------------------------------------------|
 BX1556| PID    Reference Object                     Distance      Geod. Az  |
 BX1556|                                                           dddmmss.s |
 BX1556| BX2733 COLGRADE FEDERAL FIRE TOWER         APPROX.13.8 KM 1292954.7 |
 BX1556| BX2734 CENTRAL                             APPROX. 8.1 KM 1323750.5 |
 BX1556| BX2744 WINNFIELD TREMONT GULF RR TANK      APPROX. 8.8 KM 1624255.9 |
 BX1556| BX2743 WINNFIELD MUNICIPAL TANK            APPROX. 8.4 KM 1685516.3 |
 BX1556| BX1558 TANNEHILL RM 1                       50.570 METERS 17201     |
 BX1556| CY5657 TANNEHILL AZ MK                                    1821226.7 |
 BX1556| BX1555 TANNEHILL RM 3                       21.029 METERS 24948     |
 BX1556| BX1559 PTS 8 USGS                           26.987 METERS 25204     |
 BX1556| BX1554 TANNEHILL RM 2                       59.150 METERS 33529     |
 BX1556|---------------------------------------------------------------------|
 BX1556
 BX1556                          SUPERSEDED SURVEY CONTROL
 BX1556
 BX1556  NAD 83(1986)-  31 59 52.19995(N)    092 39 14.83938(W) AD(       ) 1
 BX1556  NAD 27      -  31 59 51.62300(N)    092 39 14.30000(W) AD(       ) 1
 BX1556  NGVD 29 (??/??/??)   42.361  (m)          138.98   (f) ADJUSTED    2 0
 BX1556
 BX1556.Superseded values are not recommended for survey control.
 BX1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1556.See file dsdata.txt to determine how the superseded data were derived.
 BX1556
 BX1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3267140247(NAD 83)
 BX1556_MARKER: DS = TRIANGULATION STATION DISK
 BX1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1556_STAMPING: TANNEHILL 1934
 BX1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1556+STABILITY: SURFACE MOTION
 BX1556
 BX1556  HISTORY     - Date     Condition        Report By
 BX1556  HISTORY     - 1934     MONUMENTED       CGS
 BX1556  HISTORY     - 1935     GOOD             CGS
 BX1556  HISTORY     - 1936     GOOD             LAGS
 BX1556  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BX1556  HISTORY     - 1968     GOOD             CGS
 BX1556  HISTORY     - 19981017 GOOD             USPSQD
 BX1556
 BX1556                          STATION DESCRIPTION
 BX1556
 BX1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX1556'STATION IS LOCATED ABOUT 5 MILES N OF WINNFIELD ON THE NE
 BX1556'1/4 SEC. 27, T 12 N, R 3 W, ON LAND OWNED BY MR. JONES.  STATION
 BX1556'MARK IS 30 FEET N OF CENTER LINE OF DIRT ROAD, 96 FEET NE
 BX1556'OF NE CORNER OF FLAG STATION TANNEHILL, AND 110 FEET E OF E
 BX1556'RAIL OF ROCK ISLAND RAILROAD.  MARK IS PROJECTING APPROXIMATELY
 BX1556'4 INCHES ABOVE SURFACE OF GROUND.
 BX1556'
 BX1556'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX1556'BRONZE DISKS SET IN CONCRETE.
 BX1556'
 BX1556'REFERENCE MARK NO. 1 IS 50.570 METERS (165.89 FEET) S OF
 BX1556'STATION, 116 FEET E OF E RAIL OF ROCK ISLAND TRACK.
 BX1556'
 BX1556'REFERENCE MARK NO. 2 IS 59.153 METERS (194.06 FEET) NNE OF
 BX1556'STATION, 8 FEET E OF TELEPHONE POLE, AND 39 FEET E OF E
 BX1556'RAIL OF ROCK ISLAND RAILROAD TRACK.
 BX1556'
 BX1556'AZIMUTH MARK IS 0.5 MILE S OF STATION, 45 FEET N OF CENTER
 BX1556'LINE OF U.S. HIGHWAY 167, AND 100 FEET N OF GAS STATION.
 BX1556'
 BX1556'REACHED FROM WINNFIELD--FROM THE SW CORNER OF COURTHOUSE
 BX1556'GO W AND N ON U.S. HIGHWAY 167, 5.8 MILES TO FLAG STATION
 BX1556'TANNEHILL ON RIGHT AND GAS STATION ON LEFT.  GO E ON DIRT
 BX1556'ROAD ACROSS TRACKS, ABOUT 250 FEET TO STATION ON LEFT.
 BX1556'
 BX1556'A TRAVERSE CONNECTION WAS MADE TO U.S.G.S. P.T. 8.  DISTANCE
 BX1556'26.987 METERS (88.53 FEET).
 BX1556'
 BX1556'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 BX1556
 BX1556                          STATION RECOVERY (1935)
 BX1556
 BX1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BX1556'IN TANNEHILL.
 BX1556'AT TANNEHILL AND ALONG THE C.R.I. AND P.R.R.  125 YARDS S.E. OF MILE
 BX1556'POST 194/5.  31 YARDS N.E. OF THE R.R. STATION.  AND 34 YARDS EAST OF
 BX1556'CENTER OF TRACK AND A R.R. CROSSING.
 BX1556
 BX1556                          STATION RECOVERY (1936)
 BX1556
 BX1556'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX1556'STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION
 BX1556'AND FOUND IN GOOD CONDITION.
 BX1556
 BX1556                          STATION RECOVERY (1960)
 BX1556
 BX1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BX1556'THE STATION WAS VISITED 1-19-60 AND THE STATION SURFACE
 BX1556'MARK WAS FOUND DISTURBED THE UNDERGROUND MARK WAS FOUND IN
 BX1556'GOOD CONDITION.  THE SURFACE MARK WAS REPLACED IN ITS ORIGINAL
 BX1556'POSITION (PLUMB BOB METHOD) OVER THE UNDERGROUND MARK.  REFERENCE
 BX1556'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION, THE
 BX1556'AZIMUTH MARK WAS NOT FOUND AT THIS DATE, BUT WOULD BE OBSTRUCTED
 BX1556'FROM THE STATION BY A HOUSE NEAR THE STATION.  REFERENCE
 BX1556'MARK NO. 1 WAS OBSTRUCTED BY THE SAME HOUSE.  REFERENCE MARK
 BX1556'NO. 3 WAS ESTABLISHED AT THIS DATE.  PT 8 (USGS) WAS FOUND
 BX1556'DISTURBED AND LEFT AS FOUND.  THE DISTANCE TO REFERENCE
 BX1556'MARK NO. 2 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 BX1556'
 BX1556'THE STATION IS LOCATED 6.5 MILES NORTH OF WINNFIELD ALONG
 BX1556'U.S. HIGHWAY 167, IN THE NORTHEAST ANGLE OF THE JUNCTION
 BX1556'WITH A DIRT ROAD LEADING EAST, AT THE OLD SITE OF THE CHICAGO,
 BX1556'ROCK ISLAND AND PACIFIC RAILROAD DEPOT, ABOUT 350 FEET WEST
 BX1556'OF THE TANNEHILL CHURCH AND ON PROPERTY OWNED BY MRS. W.C.
 BX1556'DEBUSH.  IT IS 197 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 BX1556'167, 108 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK,
 BX1556'25 FEET NORTH OF THE DIRT ROAD LEADING EAST, 78 FEET NORTH
 BX1556'OF THE NORTHEAST CORNER OF THE HOUSE SOUTH OF THE ROAD, 18
 BX1556'FEET EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 BX1556'HOUSE, 55 FEET EAST OF THE NORTHEAST CORNER OF A CATTLE
 BX1556'GUARD, 107 FEET SOUTH OF A 3-FOOT OAK TREE, 16 FEET
 BX1556'SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE GARAGE.  IT IS
 BX1556'A STANDARD DISK, STAMPED TANNEHILL 1934 1960, PROJECTING 4
 BX1556'INCHES.
 BX1556'
 BX1556'REFERENCE MARK NO. 1 IS 165.89 FEET SOUTH-SOUTHEAST OF THE
 BX1556'STATION, 116 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK,
 BX1556'110 FEET SOUTH OF THE CENTER OF THE ROAD LEADING EAST AND
 BX1556'56 FEET SOUTH OF THE SOUTH WALL OF THE HOUSE SOUTH OF THE
 BX1556'ROAD.  IT IS A STANDARD DISK, STAMPED TANNEHILL NO 1 1934,
 BX1556'PROJECTING 4 INCHES.
 BX1556'
 BX1556'REFERENCE MARK NO. 2 IS 194.06 FEET NORTH-NORTHWEST OF THE
 BX1556'STATION, 179 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 BX1556'48 FEET WEST-NORTHWEST OF A POWER POLE, 39 FEET EAST OF
 BX1556'THE EAST RAIL OF THE TRACK, 9 FEET EAST-SOUTHEAST OF THE
 BX1556'2ND POLE NORTH OF THE ROAD, AND IN THE RAILROAD RIGHT-OF-WAY
 BX1556'FENCE LINE.  IT IS A STANDARD DISK, STAMPED TANNEHILL NO
 BX1556'2 1934.
 BX1556'
 BX1556'REFERENCE MARK NO. 3 IS 68.99 FEET WEST-SOUTHWEST OF THE
 BX1556'STATION, 24 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 15
 BX1556'FEET SOUTH OF THE SOUTHEAST CORNER OF THE CATTLE GUARD, 40
 BX1556'FEET EAST OF THE EAST RAIL OF THE TRACK, 63 FEET SOUTH OF
 BX1556'THE FIRST POLE NORTH OF THE ROAD, 59 FEET SOUTHWEST OF THE
 BX1556'CENTER OF THE RAILROAD CROSSING AND 1 FOOT EAST OF THE METAL
 BX1556'WITNESS POST.  IT IS A STANDARD DISK, STAMPED TANNEHILL
 BX1556'NO 3 1934 1960.  PROJECTING 6 INCHES.
 BX1556'
 BX1556'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 BX1556'SQUARE IN WINNFIELD GO WEST AND NORTH ON U.S. HIGHWAY 167
 BX1556'FOR 6.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, CROSSING
 BX1556'TRACK AND GO ABOUT 200 FEET TO THE STATION ON THE LEFT.
 BX1556
 BX1556                          STATION RECOVERY (1968)
 BX1556
 BX1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 BX1556'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE MARKS
 BX1556'1 AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED BY
 BX1556'C.R.R. IN 1960.  REFERENCE MARK NO. 3, ESTABLISHED IN 1960, WAS
 BX1556'FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 BX1556'SEARCHED FOR.
 BX1556'
 BX1556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES NORTH
 BX1556'OF WINNFIELD.
 BX1556
 BX1556                          STATION RECOVERY (1998)
 BX1556
 BX1556'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1557 ***********************************************************************
 BX1557  DESIGNATION -  TANNEHILL 1934 1960
 BX1557  PID         -  BX1557
 BX1557  STATE/COUNTY-  LA/WINN
 BX1557  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1557
 BX1557                         *CURRENT SURVEY CONTROL
 BX1557  ___________________________________________________________________
 BX1557* NAD 83(1986)-  31 59 52.     (N)    092 39 16.     (W)     SCALED    
 BX1557* NAVD 88     -        42.15   (+/-2cm)     138.3    (feet)  VERTCON   
 BX1557  ___________________________________________________________________
 BX1557  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1557
 BX1557  VERT ORDER  -  THIRD (See Below)
 BX1557
 BX1557.The horizontal coordinates were scaled from a topographic map and have
 BX1557.an estimated accuracy of +/- 6 seconds.
 BX1557
 BX1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1557.The vertical order pertains to the NGVD 29 superseded value.
 BX1557
 BX1557.The geoid height was determined by GEOID03.
 BX1557
 BX1557;                    North         East    Units  Estimated Accuracy
 BX1557;SPC LA N     -   166,080.      985,410.      MT  (+/- 180 meters Scaled)
 BX1557
 BX1557                          SUPERSEDED SURVEY CONTROL
 BX1557
 BX1557  NGVD 29 (??/??/??)   42.19   (m)          138.4    (f) RESET       3  
 BX1557
 BX1557.Superseded values are not recommended for survey control.
 BX1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1557.See file dsdata.txt to determine how the superseded data were derived.
 BX1557
 BX1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR326402(NAD 83)
 BX1557_MARKER: DS = TRIANGULATION STATION DISK
 BX1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1557_STAMPING: TANNEHILL 1934 1960
 BX1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1557+STABILITY: SURFACE MOTION
 BX1557
 BX1557  HISTORY     - Date     Condition        Report By
 BX1557  HISTORY     - 1960     MONUMENTED       CGS
 BX1557  HISTORY     - 19981017 GOOD             USPSQD
 BX1557
 BX1557                          STATION DESCRIPTION
 BX1557
 BX1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX1557'IN TANNEHILL.
 BX1557'LOCATED 6.55 MILES WEST AND NORTH ALONG U.S. HIGHWAY 167 FROM THE
 BX1557'COURT HOUSE IN WINNFIELD, AT THE SITE OF THE OLD CHICAGO, ROCK ISLAND
 BX1557'AND PACIFIC RAILROAD STATION AT TANNEHILL, 167 FEET EAST OF THE
 BX1557'CENTERLINE OF U.S. HIGHWAY 167, 108 FEET EAST OF THE EAST RAIL OF THE
 BX1557'RAILROAD TRACKS, 25 FEET NORTH OF THE CENTER OF A DIRT ROAD LEADING
 BX1557'EAST, 55 FEET EAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 78 FEET
 BX1557'NORTH OF THE NORTHEAST CORNER OF A HOUSE SOUTH OF THE ROAD, 18 FEET
 BX1557'EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE SOUTH OF THE
 BX1557'ROAD, 107 FEET SOUTH OF A 2-FOOT OAK TREE, 16 FEET SOUTHWEST OF THE
 BX1557'SOUTHWEST CORNER OF AN OLD GARAGE.  IT IS A STANDARD TRIANGULATION
 BX1557'DISK, STAMPED TANNEHILL 1934 1960, SET IN THE TOP OF A 12-INCH ROUND
 BX1557'CONCRETE POST PROJECTING 4 INCHES.
 BX1557
 BX1557                          STATION RECOVERY (1998)
 BX1557
 BX1557'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1558 ***********************************************************************
 BX1558  DESIGNATION -  TANNEHILL RM 1
 BX1558  PID         -  BX1558
 BX1558  STATE/COUNTY-  LA/WINN
 BX1558  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1558
 BX1558                         *CURRENT SURVEY CONTROL
 BX1558  ___________________________________________________________________
 BX1558* NAD 83(1986)-  31 59 52.     (N)    092 39 16.     (W)     SCALED    
 BX1558* NAVD 88     -        41.67   (+/-2cm)     136.7    (feet)  VERTCON   
 BX1558  ___________________________________________________________________
 BX1558  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1558
 BX1558  VERT ORDER  -  THIRD (See Below)
 BX1558
 BX1558.The horizontal coordinates were scaled from a topographic map and have
 BX1558.an estimated accuracy of +/- 6 seconds.
 BX1558
 BX1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1558.The vertical order pertains to the NGVD 29 superseded value.
 BX1558
 BX1558.The geoid height was determined by GEOID03.
 BX1558
 BX1558;                    North         East    Units  Estimated Accuracy
 BX1558;SPC LA N     -   166,080.      985,410.      MT  (+/- 180 meters Scaled)
 BX1558
 BX1558                          SUPERSEDED SURVEY CONTROL
 BX1558
 BX1558  NGVD 29 (??/??/??)   41.70   (m)          136.8    (f) RESET       3  
 BX1558
 BX1558.Superseded values are not recommended for survey control.
 BX1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1558.See file dsdata.txt to determine how the superseded data were derived.
 BX1558
 BX1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR326402(NAD 83)
 BX1558_MARKER: DR = REFERENCE MARK DISK
 BX1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1558_STAMPING: NO. 1 1934
 BX1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1558+STABILITY: SURFACE MOTION
 BX1558
 BX1558  HISTORY     - Date     Condition        Report By
 BX1558  HISTORY     - 1934     MONUMENTED       CGS
 BX1558  HISTORY     - 1935     GOOD             CGS
 BX1558  HISTORY     - 1960     GOOD             CGS
 BX1558  HISTORY     - 19981017 GOOD             USPSQD
 BX1558
 BX1558                          STATION DESCRIPTION
 BX1558
 BX1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX1558'IN TANNEHILL.
 BX1558'AT TANNEHILL AND ALONG THE C.R.I. AND P.R.R. 75 YARDS NORTH OF MILE
 BX1558'POLE 194/10.  45 YARDS S.E. OF THE R.R. STATION.  AND 37 YARDS EAST OF
 BX1558'CENTER OF TRACK.
 BX1558
 BX1558                          STATION RECOVERY (1960)
 BX1558
 BX1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 BX1558'LOCATED 6.55 MILES WEST AND NORTH ALONG U.S. HIGHWAY 167 FROM THE
 BX1558'COURT HOUSE IN WINNFIELD, AT THE SITE OF THE OLD TANNEHILL RAILROAD
 BX1558'STATION, 116 FEET EAST OF THE EAST RAIL OF THE CHICAGO, ROCK ISLAND
 BX1558'AND PACIFIC RAILROAD TRACK, 110 FEET SOUTH OF THE CENTER OF A DIRT
 BX1558'ROAD LEADING EAST, AND 56 FEET SOUTH OF THE SOUTH WALL OF A HOUSE
 BX1558'SOUTH OF THE ROAD. IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 BX1558''TANNEHILL NO 1 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BX1558'POST PROJECTING 4 INCHES.
 BX1558
 BX1558                          STATION RECOVERY (1998)
 BX1558
 BX1558'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1554 ***********************************************************************
 BX1554  DESIGNATION -  TANNEHILL RM 2
 BX1554  PID         -  BX1554
 BX1554  STATE/COUNTY-  LA/WINN
 BX1554  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1554
 BX1554                         *CURRENT SURVEY CONTROL
 BX1554  ___________________________________________________________________
 BX1554* NAD 83(1986)-  31 59 52.     (N)    092 39 16.     (W)     SCALED    
 BX1554* NAVD 88     -        42.33   (+/-2cm)     138.9    (feet)  VERTCON   
 BX1554  ___________________________________________________________________
 BX1554  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1554
 BX1554  VERT ORDER  -  THIRD (See Below)
 BX1554
 BX1554.The horizontal coordinates were scaled from a topographic map and have
 BX1554.an estimated accuracy of +/- 6 seconds.
 BX1554
 BX1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1554.The vertical order pertains to the NGVD 29 superseded value.
 BX1554
 BX1554.The geoid height was determined by GEOID03.
 BX1554
 BX1554;                    North         East    Units  Estimated Accuracy
 BX1554;SPC LA N     -   166,080.      985,410.      MT  (+/- 180 meters Scaled)
 BX1554
 BX1554                          SUPERSEDED SURVEY CONTROL
 BX1554
 BX1554  NGVD 29 (??/??/??)   42.36   (m)          139.0    (f) RESET       3  
 BX1554
 BX1554.Superseded values are not recommended for survey control.
 BX1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1554.See file dsdata.txt to determine how the superseded data were derived.
 BX1554
 BX1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR326402(NAD 83)
 BX1554_MARKER: DR = REFERENCE MARK DISK
 BX1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1554_STAMPING: TANNEHILL NO 2 1934 1960
 BX1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1554+STABILITY: SURFACE MOTION
 BX1554
 BX1554  HISTORY     - Date     Condition        Report By
 BX1554  HISTORY     - 1934     MONUMENTED       CGS
 BX1554  HISTORY     - 1960     GOOD             CGS
 BX1554  HISTORY     - 19981017 GOOD             USPSQD
 BX1554
 BX1554                          STATION DESCRIPTION
 BX1554
 BX1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX1554'IN TANNEHILL.
 BX1554'LOCATED 6.55 MILES WEST AND NORTH ALONG U.S. HIGHWAY 167 FROM THE
 BX1554'COURTHOUSE IN WINNFIELD, AT THE OLD SITE OF TANNEHILL, 50 YARDS SOUTH
 BX1554'OF THE FIFTH POLE SOUTH OF MILEPOST 194 ON THE CHICAGO, ROCK ISLAND
 BX1554'AND PACIFIC RAILROAD, 39 FEET EAST OF THE EAST RAIL OF THE TRACKS, 179
 BX1554'FEET NORTH OF THE CENTER OF A DIRT ROAD CROSSING THE TRACK, 48 FEET
 BX1554'WEST-NORTHWEST OF A POWER POLE, 9 FEET EAST-SOUTHEAST OF THE SECOND
 BX1554'POLE NORTH OF THE DIRT ROAD.  IT IS A STANDARD REFERENCE MARK DISK,
 BX1554'STAMPED TANNEHILL NO 2 1934, SET IN THE TOP OF A 12-INCH SQUARE
 BX1554'CONCRETE POST PROJECTING 8 INCHES.  IT IS 194.06 FEET NORTH-NORTH WEST
 BX1554'OF TRIANGULATION STATION TANNEHILL 1934 1960.
 BX1554
 BX1554                          STATION RECOVERY (1998)
 BX1554
 BX1554'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1555 ***********************************************************************
 BX1555  DESIGNATION -  TANNEHILL RM 3
 BX1555  PID         -  BX1555
 BX1555  STATE/COUNTY-  LA/WINN
 BX1555  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1555
 BX1555                         *CURRENT SURVEY CONTROL
 BX1555  ___________________________________________________________________
 BX1555* NAD 83(1986)-  31 59 52.     (N)    092 39 16.     (W)     SCALED    
 BX1555* NAVD 88     -        41.80   (+/-2cm)     137.1    (feet)  VERTCON   
 BX1555  ___________________________________________________________________
 BX1555  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX1555
 BX1555  VERT ORDER  -  THIRD (See Below)
 BX1555
 BX1555.The horizontal coordinates were scaled from a topographic map and have
 BX1555.an estimated accuracy of +/- 6 seconds.
 BX1555
 BX1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1555.The vertical order pertains to the NGVD 29 superseded value.
 BX1555
 BX1555.The geoid height was determined by GEOID03.
 BX1555
 BX1555;                    North         East    Units  Estimated Accuracy
 BX1555;SPC LA N     -   166,080.      985,410.      MT  (+/- 180 meters Scaled)
 BX1555
 BX1555                          SUPERSEDED SURVEY CONTROL
 BX1555
 BX1555  NGVD 29 (??/??/??)   41.84   (m)          137.3    (f) RESET       3  
 BX1555
 BX1555.Superseded values are not recommended for survey control.
 BX1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1555.See file dsdata.txt to determine how the superseded data were derived.
 BX1555
 BX1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR326402(NAD 83)
 BX1555_MARKER: DR = REFERENCE MARK DISK
 BX1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1555_STAMPING: TANNEHILL NO 3 1934 1960
 BX1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1555+STABILITY: SURFACE MOTION
 BX1555
 BX1555  HISTORY     - Date     Condition        Report By
 BX1555  HISTORY     - 1960     MONUMENTED       CGS
 BX1555  HISTORY     - 19981017 GOOD             USPSQD
 BX1555
 BX1555                          STATION DESCRIPTION
 BX1555
 BX1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BX1555'IN TANNEHILL.
 BX1555'LOCATED 6.55 MILES WEST AND NORTH ALONG U.S. HIGHWAY 167 FROM THE
 BX1555'COURT HOUSE IN WINNFIELD, AT THE SITE OF THE OLD TANNEHILL RAILROAD
 BX1555'STATION OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 68.99 FEET
 BX1555'WEST-SOUTHWEST OF TRIANGULATION STATION TANNEHILL 1934 1960, 24 FEET
 BX1555'SOUTH OF THE CENTER OF A DIRT ROAD, 40 FEET EAST OF THE EAST RAIL OF
 BX1555'THE TRACK, 15 FEET SOUTH OF THE SOUTHEAST END OF A CATTLE GUARD, 63
 BX1555'FEET SOUTH OF THE FIRST POLE NORTH OF THE DIRT ROAD, 59 FEET SOUTHWEST
 BX1555'OF THE CENTER OF A ROAD CROSSING, AND 1 FOOT EAST OF A METAL WITNESS
 BX1555'POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED TANNEHILL NO 3
 BX1555'1934 1960, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING
 BX1555'6 INCHES.
 BX1555
 BX1555                          STATION RECOVERY (1998)
 BX1555
 BX1555'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3333 ***********************************************************************
 BK3333  DESIGNATION -  TANQUEARY
 BK3333  PID         -  BK3333
 BK3333  STATE/COUNTY-  LA/CALCASIEU
 BK3333  USGS QUAD   -  LAKE CHARLES SW (1975)
 BK3333
 BK3333                         *CURRENT SURVEY CONTROL
 BK3333  ___________________________________________________________________
 BK3333* NAD 83(1992)-  30 07 30.18738(N)    093 11 31.78583(W)     ADJUSTED  
 BK3333* NAVD 88     -         4.7  **(meters)      15.   **(feet)  GPS OBS   
 BK3333  **This station is located in a subsidence area (see below).
 BK3333  ___________________________________________________________________
 BK3333  X           -    -307,452.806 (meters)                     COMP
 BK3333  Y           -  -5,512,725.799 (meters)                     COMP
 BK3333  Z           -   3,182,360.014 (meters)                     COMP
 BK3333  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK3333  ELLIP HEIGHT-         -22.69  (meters)          (02/20/02) GPS OBS
 BK3333  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK3333
 BK3333  HORZ ORDER  -  FIRST
 BK3333  ELLP ORDER  -  FOURTH    CLASS I
 BK3333
 BK3333.The horizontal coordinates were established by GPS observations
 BK3333.and adjusted by the National Geodetic Survey in January 1995..
 BK3333
 BK3333 ** The orthometric height has not been validated since last determined
 BK3333 ** by differential leveling and should not be used for control purposes.
 BK3333 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3333 ** area with valid NAVD 88 orthometric heights.
 BK3333 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3333 ** epoch indicated which incorporates improved geoid heights for the
 BK3333 ** Southern Louisiana Subsidence area.
 BK3333 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3333.The orthometric height was determined by GPS observations and a
 BK3333.high-resolution geoid model.
 BK3333
 BK3333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3333
 BK3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3333
 BK3333.The ellipsoidal height was determined by GPS observations
 BK3333.and is referenced to NAD 83.
 BK3333
 BK3333.The geoid height was determined by GEOID03.
 BK3333
 BK3333;                    North         East     Units Scale Factor Converg.
 BK3333;SPC LA S     -   181,580.586   820,894.496   MT  0.99992808   -0 55 46.0
 BK3333;SPC LA S     -   595,735.64  2,693,218.03   sFT  0.99992808   -0 55 46.0
 BK3333;UTM  15      - 3,332,657.844   481,489.613   MT  0.99960423   -0 05 47.2
 BK3333
 BK3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3333!SPC LA S     -   1.00000356  x   0.99992808  =   0.99993164
 BK3333!UTM  15      -   1.00000356  x   0.99960423  =   0.99960779
 BK3333
 BK3333                          SUPERSEDED SURVEY CONTROL
 BK3333
 BK3333  ELLIP H (01/13/95)  -22.56   (m)                       GP(       ) 3 2
 BK3333  NAD 83(1992)-  30 07 30.18660(N)    093 11 31.78883(W) AD(       ) 1
 BK3333  ELLIP H (01/21/93)  -22.68   (m)                       GP(       ) 4 2
 BK3333  NAD 83(1986)-  30 07 30.20864(N)    093 11 31.78098(W) AD(       ) 1
 BK3333  NGVD 29 (05/20/88)    4.7    (m)           15.     (f) GPS OBS        
 BK3333
 BK3333.Superseded values are not recommended for survey control.
 BK3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3333.See file dsdata.txt to determine how the superseded data were derived.
 BK3333
 BK3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8149032658(NAD 83)
 BK3333_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3333_SP_SET: CONCRETE POST
 BK3333_STAMPING: TANQUEARY 1987
 BK3333_MARK LOGO: LADTD 
 BK3333_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK3333+STABILITY: POSITION/ELEVATION WELL
 BK3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3333+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 BK3333
 BK3333  HISTORY     - Date     Condition        Report By
 BK3333  HISTORY     - 1987     MONUMENTED       LADTD
 BK3333  HISTORY     - 1987     GOOD             LADTD
 BK3333  HISTORY     - 19901228 GOOD             VFM
 BK3333  HISTORY     - 19921015 GOOD             NOS
 BK3333  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3333  HISTORY     - 20021102 POOR             USPSQD
 BK3333  HISTORY     - 20060125 GOOD             USPSQD
 BK3333
 BK3333                          STATION DESCRIPTION
 BK3333
 BK3333'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3333'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTH-SOUTHEAST OF
 BK3333'DOWNTOWN LAKE CHARLES,
 BK3333'3 KM (2 MI) EAST OF THE LAKE CHARLES MUNICIPAL AIRPORT, ALONG THE
 BK3333'EDGE OF A FIELD,AT A GRAVEL ROAD LEADING SOUTH TO AN OIL FIELD.
 BK3333'OWNERSHIP--CALCASIEU PARISH OFFICE OF PLANNING AND DEVELOPMENT.
 BK3333'
 BK3333'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3333'AND STATE HIGHWAY 14 (EXIT 8) IN THE SOUTHEAST SECTION OF LAKE
 BK3333'CHARLES, GO SOUTH FOR 6.22 KM (3.9 MI) ON HIGHWAY 14 TO A CROSSROAD
 BK3333'(HIGHWAY 14 TURNS EAST).
 BK3333'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2 KM (1.25 MI) ON STATE
 BK3333'HIGHWAY 3092 TO A CROSSROAD.
 BK3333'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.6 KM (1 MI) ON TOM
 BK3333'HERBERT ROAD TO A CROSSROAD.
 BK3333'TURN RIGHT AND GO WEST FOR 1.1 KM (0.7 MI) ON TANK FARM ROAD TO
 BK3333'TANQUEARY LANE ON THE RIGHT.
 BK3333'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.1 KM (0.05 MI) ON
 BK3333'TANQUEARY LANE TO A FIELD ROAD AND THE STATION ON THE LEFT.
 BK3333'
 BK3333'THE STATION IS A STANDARD NGS DISK
 BK3333'STAMPED---TANQUEARY 1987---,
 BK3333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3333'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3333'8.1 METERS (26.5 FT) SOUTH FROM THE CENTER OF THE ROAD,
 BK3333'5.4 METERS (17.5 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD,
 BK3333'2.3 METERS (7.5 FT) WEST FROM A UTILITY POLE NO. 32,
 BK3333'4.6 METERS (15 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A CATTLE
 BK3333'GUARD AND
 BK3333'0.4 METERS (1.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
 BK3333'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3333'STAMPED---TANQUEARY 1987---,
 BK3333'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3333'
 BK3333'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3333'STAMPED---TANQUEARY 1987---,
 BK3333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3333'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3333'19.2 METERS (63 FT) WEST FROM A TELEPHONE JUNCTION BOX,
 BK3333'12.6 METERS (41.5 FT) NORTH FROM THE CENTER OF HIGHWAY 14
 BK3333'7.3 METERS (24 FT) WEST FROM THE CENTER OF A GRAVEL DRIVE LEADING
 BK3333'TO A FRAME HOUSE AND
 BK3333'0.8 METERS (2.5 FT) SOUTHEAST FROM A 4-STRAND BARBED WIRE FENCE.
 BK3333'TO REACH THE AZIMUTH FROM THE STATION,
 BK3333'GO WEST FOR 1.1 KM (0.7 MI) ON TANK FARM ROAD TO THE STATION ON THE
 BK3333'RIGHT.
 BK3333
 BK3333                          STATION RECOVERY (1987)
 BK3333
 BK3333'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BK3333'RECOVERED IN GOOD CONDITION.
 BK3333
 BK3333                          STATION RECOVERY (1990)
 BK3333
 BK3333'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3333'RECOVERED AS DESCRIBED.
 BK3333
 BK3333                          STATION RECOVERY (1992)
 BK3333
 BK3333'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BK3333'RECOVERED IN GOOD CONDITION.
 BK3333
 BK3333                          STATION RECOVERY (1997)
 BK3333
 BK3333'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3333'MARK NOT FOUND.
 BK3333
 BK3333                          STATION RECOVERY (2002)
 BK3333
 BK3333'RECOVERY NOTE BY US POWER SQUADRON 2002 (AB)
 BK3333'MARK RECOVERED IN POOR CONDITION.
 BK3333
 BK3333                          STATION RECOVERY (2006)
 BK3333
 BK3333'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK3333'MARK IS ON SOUTH SIDE OF E.   MARK IS ABOUT 18 INCHES NORTH OF A
 BK3333'PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3334 ***********************************************************************
 BK3334  DESIGNATION -  TANQUEARY AZ MK
 BK3334  PID         -  BK3334
 BK3334  STATE/COUNTY-  LA/CALCASIEU
 BK3334  USGS QUAD   -  LAKE CHARLES (1994)
 BK3334
 BK3334                         *CURRENT SURVEY CONTROL
 BK3334  ___________________________________________________________________
 BK3334* NAD 83(1992)-  30 07 30.66419(N)    093 11 47.81550(W)     ADJUSTED  
 BK3334* NAVD 88     -         4.   **(meters)      13.   **(feet)  VERTCON   
 BK3334  **This station is located in a subsidence area (see below).
 BK3334  ___________________________________________________________________
 BK3334  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BK3334  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK3334
 BK3334  HORZ ORDER  -  SECOND
 BK3334
 BK3334.The horizontal coordinates were established by classical geodetic methods
 BK3334.and adjusted by the National Geodetic Survey in January 1993..
 BK3334.No horizontal observational check was made to the station.
 BK3334
 BK3334 ** The orthometric height has not been validated since last determined
 BK3334 ** by differential leveling and should not be used for control purposes.
 BK3334 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3334 ** area with valid NAVD 88 orthometric heights.
 BK3334 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3334 ** epoch indicated which incorporates improved geoid heights for the
 BK3334 ** Southern Louisiana Subsidence area.
 BK3334 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3334.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3334
 BK3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3334
 BK3334.The geoid height was determined by GEOID03.
 BK3334
 BK3334;                    North         East     Units Scale Factor Converg.
 BK3334;SPC LA S     -   181,602.233   820,465.739   MT  0.99992809   -0 55 54.0
 BK3334;SPC LA S     -   595,806.66  2,691,811.35   sFT  0.99992809   -0 55 54.0
 BK3334;UTM  15      - 3,332,673.251   481,060.725   MT  0.99960443   -0 05 55.2
 BK3334
 BK3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3334!SPC LA S     -   1.00000365  x   0.99992809  =   0.99993174
 BK3334!UTM  15      -   1.00000365  x   0.99960443  =   0.99960808
 BK3334
 BK3334                          SUPERSEDED SURVEY CONTROL
 BK3334
 BK3334  NAD 83(1986)-  30 07 30.68619(N)    093 11 47.80766(W) AD(       ) 2
 BK3334  NGVD 29 (05/20/88)    4.     (m)           13.     (f) VERT ANG       
 BK3334
 BK3334.Superseded values are not recommended for survey control.
 BK3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3334.See file dsdata.txt to determine how the superseded data were derived.
 BK3334
 BK3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8106132673(NAD 83)
 BK3334_MARKER: DZ = AZIMUTH MARK DISK
 BK3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3334_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3334+STABILITY: SURFACE MOTION
 BK3334
 BK3334  HISTORY     - Date     Condition        Report By
 BK3334  HISTORY     - 1987     MONUMENTED       LADTD
 BK3334  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 BK3334  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3334
 BK3334                          STATION DESCRIPTION
 BK3334
 BK3334'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3334'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTH-SOUTHEAST OF
 BK3334'DOWNTOWN LAKE CHARLES,
 BK3334'2.78 KM (1.73 MI) EAST OF THE LAKE CHARLES MUNICIPAL AIRPORT AT A
 BK3334'GRAVEL DRIVE LEADING NORTH TO A WOOD FRAME HOUSE.
 BK3334'OWNERSHIP--CALCASIEU PARISH OFFICE OF PLANNING AND DEVELOPMENT.
 BK3334'
 BK3334'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 210
 BK3334'AND STATE HIGHWAY 14 (EXIT 8) IN THE SOUTHEAST SECTION OF LAKE
 BK3334'CHARLES, GO SOUTH FOR 6.22 KM (3.9 MI) ON HIGHWAY 14 TO A
 BK3334'CROSSROAD (HIGHWAY 14 TURNS EAST).
 BK3334'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.01 KM (1.25 MI) ON STATE
 BK3334'HIGHWAY 3092 TO A CROSSROAD.
 BK3334'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.6 KM (1 MI) ON TOM
 BK3334'HEBERT ROAD TO A CROSSROAD.
 BK3334'TURN RIGHT AND GO WEST FOR 1.6 KM (1 MI) ON TANK FARM ROAD TO A
 BK3334'GRAVEL DRIVE AND THE STATION ON THE RIGHT.
 BK3334'
 BK3334'THE STATION IS A STANDARD NGS DISK
 BK3334'STAMPED---TANQUEARY 1987---,
 BK3334'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3334'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3334'19.2 METERS (63 FT) WEST FROM A TELEPHONE JUNCTION BOX NO. 1,
 BK3334'12.6 METERS (41.5 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 14,
 BK3334'7.3 METERS (24 FT) WEST FROM THE CENTER OF A GRAVEL DRIVE LEADING
 BK3334'TO A FRAME HOUSE AND
 BK3334'0.8 METERS (2.5 FT) SOUTHEAST FROM A 4-STRAND BARBED WIRE FENCE.
 BK3334
 BK3334                          STATION RECOVERY (1997)
 BK3334
 BK3334'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3334'MARK NOT FOUND.
 BK3334
 BK3334                          STATION RECOVERY (2002)
 BK3334
 BK3334'RECOVERY NOTE BY US POWER SQUADRON 2002 (AB)
 BK3334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1067 ***********************************************************************
 AT1067  DESIGNATION -  TANTINE
 AT1067  PID         -  AT1067
 AT1067  STATE/COUNTY-  LA/PLAQUEMINES
 AT1067  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1067
 AT1067                         *CURRENT SURVEY CONTROL
 AT1067  ___________________________________________________________________
 AT1067* NAD 83(1992)-  29 09 31.80829(N)    089 26 23.11027(W)     ADJUSTED  
 AT1067* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1067  **This station is located in a subsidence area (see below).
 AT1067  ___________________________________________________________________
 AT1067  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AT1067  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AT1067
 AT1067  HORZ ORDER  -  THIRD
 AT1067
 AT1067.The horizontal coordinates were established by classical geodetic methods
 AT1067.and adjusted by the National Geodetic Survey in January 1993..
 AT1067
 AT1067 ** The orthometric height has not been validated since last determined
 AT1067 ** by differential leveling and should not be used for control purposes.
 AT1067 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1067 ** area with valid NAVD 88 orthometric heights.
 AT1067 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1067 ** epoch indicated which incorporates improved geoid heights for the
 AT1067 ** Southern Louisiana Subsidence area.
 AT1067 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1067.The orthometric height was scaled from a topographic map.
 AT1067
 AT1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1067
 AT1067.The geoid height was determined by GEOID03.
 AT1067
 AT1067;                    North         East     Units Scale Factor Converg.
 AT1067;SPC LA S     -    74,552.987 1,184,223.306   MT  1.00003288   +0 56 48.5
 AT1067;SPC LA S     -   244,595.92  3,885,239.30   sFT  1.00003288   +0 56 48.5
 AT1067;UTM  16      - 3,228,046.113   262,694.497   MT  1.00029496   -1 11 21.4
 AT1067
 AT1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1067!SPC LA S     -   1.00000374  x   1.00003288  =   1.00003662
 AT1067!UTM  16      -   1.00000374  x   1.00029496  =   1.00029871
 AT1067
 AT1067:                Primary Azimuth Mark                     Grid Az
 AT1067:SPC LA S     -  RHINE                                    038 36 24.6
 AT1067:UTM  16      -  RHINE                                    040 44 34.5
 AT1067
 AT1067|---------------------------------------------------------------------|
 AT1067| PID    Reference Object                     Distance      Geod. Az  |
 AT1067|                                                           dddmmss.s |
 AT1067| AT1060 RHINE                               APPROX. 5.2 KM 0393313.1 |
 AT1067| DD8137 TANTINE RM 2                         31.640 METERS 06711     |
 AT1067| DD8136 TANTINE RM 1                         29.880 METERS 32954     |
 AT1067|---------------------------------------------------------------------|
 AT1067
 AT1067                          SUPERSEDED SURVEY CONTROL
 AT1067
 AT1067  NAD 83(1986)-  29 09 31.81491(N)    089 26 23.12179(W) AD(       ) 3
 AT1067  NAD 27      -  29 09 31.00200(N)    089 26 22.92800(W) AD(       ) 3
 AT1067
 AT1067.Superseded values are not recommended for survey control.
 AT1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1067.See file dsdata.txt to determine how the superseded data were derived.
 AT1067
 AT1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6269428046(NAD 83)
 AT1067_MARKER: DS = TRIANGULATION STATION DISK
 AT1067_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1067_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1067
 AT1067  HISTORY     - Date     Condition        Report By
 AT1067  HISTORY     - 1927     MONUMENTED       CGS
 AT1067  HISTORY     - 1934     MARK NOT FOUND   CGS
 AT1067  HISTORY     - 1936     MARK NOT FOUND   CGS
 AT1067
 AT1067                          STATION DESCRIPTION
 AT1067
 AT1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1067'ABOUT 50 METERS (164 FEET) W OF THE MOUTH OF BAYOU TANTE RHINE AND
 AT1067'ABOUT 10 METERS (33 FEET) N OF THE GULF SHORE.  THE STATION AND
 AT1067'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE CENTERS OF THE
 AT1067'TOPS OF TILES WHICH ARE FASTENED
 AT1067'BY MEANS OF CONCRETE TO THE UPPER
 AT1067'ENDS OF LONG WOODEN PILES DRIVEN INTO THE MARSH.
 AT1067'REFERENCE MARK NO.
 AT1067'1 IS 29.88 METERS (98.0 FEET) FROM THE STATION
 AT1067'N 30 DEG 06 MIN W.
 AT1067'REFERENCE MARK NO.  2 IS 31.64 METERS (103.8 FEET) FROM
 AT1067'THE STATION N 67 DEG 11 MIN E.
 AT1067'IN 1934 IT WAS
 AT1067'REPORTED THAT THE STATION HAD BEEN WASHED AWAY,
 AT1067'THAT REFERENCE MARK
 AT1067'NO.2 WAS 10 METERS (33 FEET) OFF THE SHORE IN THE SEA AND THAT
 AT1067'REFERENCE MARK
 AT1067'NO.1 WAS 1 METER (3 FEET) FROM THE EDGE OF THE SHORE
 AT1067'ON LAND.
 AT1067
 AT1067                          STATION RECOVERY (1936)
 AT1067
 AT1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1067'AFTER A CAREFUL SEARCH, NO TRACE WAS FOUND OF EITHER CENTER MARK, OR
 AT1067'REFERENCE MARKS.
 AT1067'CONSIDERABLE EROSION OF THE SHORELINE HAS OCCURRED
 AT1067'IN THE AREA AND IT IS BELIEVED THAT
 AT1067'ALL MARKS HAVE WASHED OUT AND ARE
 AT1067'LOST.
 AT1067'
 AT1067'THE CENTER MARK AT THIS STATION WAS REPORTED LOST IN 1934 WITH ONE
 AT1067'REFERENCE MARK 10
 AT1067'METERS OFF SHORE IN THE WATER, AND THE OTHER ON
 AT1067'LAND AT THE EXTREME WATERS EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3027 ***********************************************************************
 AU3027  DESIGNATION -  TARGET 1934
 AU3027  PID         -  AU3027
 AU3027  STATE/COUNTY-  LA/TERREBONNE
 AU3027  USGS QUAD   -  LAKE TAMBOUR (1994)
 AU3027
 AU3027                         *CURRENT SURVEY CONTROL
 AU3027  ___________________________________________________________________
 AU3027* NAD 83(1992)-  29 19 48.00752(N)    090 30 55.91160(W)     ADJUSTED  
 AU3027* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU3027  **This station is located in a subsidence area (see below).
 AU3027  ___________________________________________________________________
 AU3027  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AU3027  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AU3027
 AU3027  HORZ ORDER  -  THIRD
 AU3027
 AU3027.The horizontal coordinates were established by classical geodetic methods
 AU3027.and adjusted by the National Geodetic Survey in January 1993..
 AU3027
 AU3027 ** The orthometric height has not been validated since last determined
 AU3027 ** by differential leveling and should not be used for control purposes.
 AU3027 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3027 ** area with valid NAVD 88 orthometric heights.
 AU3027 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3027 ** epoch indicated which incorporates improved geoid heights for the
 AU3027 ** Southern Louisiana Subsidence area.
 AU3027 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3027.The orthometric height was scaled from a topographic map.
 AU3027
 AU3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3027
 AU3027.The geoid height was determined by GEOID03.
 AU3027
 AU3027;                    North         East     Units Scale Factor Converg.
 AU3027;SPC LA S     -    92,286.542 1,079,430.178   MT  0.99999379   +0 24 32.1
 AU3027;SPC LA S     -   302,776.76  3,541,430.51   sFT  0.99999379   +0 24 32.1
 AU3027;UTM  15      - 3,247,111.119   741,254.105   MT  1.00031825   +1 13 03.3
 AU3027
 AU3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3027!SPC LA S     -   1.00000386  x   0.99999379  =   0.99999765
 AU3027!UTM  15      -   1.00000386  x   1.00031825  =   1.00032211
 AU3027
 AU3027                          SUPERSEDED SURVEY CONTROL
 AU3027
 AU3027  NAD 83(1986)-  29 19 48.02527(N)    090 30 55.92076(W) AD(       ) 3
 AU3027  NAD 27      -  29 19 47.21600(N)    090 30 55.60800(W) AD(       ) 3
 AU3027
 AU3027.Superseded values are not recommended for survey control.
 AU3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3027.See file dsdata.txt to determine how the superseded data were derived.
 AU3027
 AU3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4125447111(NAD 83)
 AU3027_MARKER: DS = TRIANGULATION STATION DISK
 AU3027_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3027_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3027
 AU3027  HISTORY     - Date     Condition        Report By
 AU3027  HISTORY     - 1934     MONUMENTED       CGS
 AU3027  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3027
 AU3027                          STATION DESCRIPTION
 AU3027
 AU3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3027'STATION IS ON A SMALL ISLAND ON THE SW SHORE OF BAY TUMBO, ABOUT
 AU3027'1 MILE N OF THE ENTRANCE TO OYSTER BAYOU, 20 METERS (66 FEET)
 AU3027'W OF THE SHORE IN SOFT MARSH.
 AU3027'
 AU3027'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3027'IN THE TOP OF A TILE.
 AU3027'
 AU3027'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3027'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN
 AU3027'INTO THE MARSH, IS 15.645 METERS (51.33 FEET) FROM THE STATION
 AU3027'S 10 DEG W.
 AU3027'
 AU3027'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3027'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU3027'DRIVEN INTO THE MARSH, IS 16.430 METERS (53.90 FEET) FROM THE
 AU3027'STATION N 64 DEG W.
 AU3027
 AU3027                          STATION RECOVERY (1952)
 AU3027
 AU3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3027'STATION IS LOST THROUGH EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2958 ***********************************************************************
 AU2958  DESIGNATION -  TART
 AU2958  PID         -  AU2958
 AU2958  STATE/COUNTY-  LA/LAFOURCHE
 AU2958  USGS QUAD   -  BELLE PASS (1994)
 AU2958
 AU2958                         *CURRENT SURVEY CONTROL
 AU2958  ___________________________________________________________________
 AU2958* NAD 83(1992)-  29 06 12.15439(N)    090 11 34.89801(W)     ADJUSTED  
 AU2958* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2958  **This station is located in a subsidence area (see below).
 AU2958  ___________________________________________________________________
 AU2958  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AU2958  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AU2958
 AU2958  HORZ ORDER  -  THIRD
 AU2958
 AU2958.The horizontal coordinates were established by classical geodetic methods
 AU2958.and adjusted by the National Geodetic Survey in January 1993..
 AU2958
 AU2958 ** The orthometric height has not been validated since last determined
 AU2958 ** by differential leveling and should not be used for control purposes.
 AU2958 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2958 ** area with valid NAVD 88 orthometric heights.
 AU2958 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2958 ** epoch indicated which incorporates improved geoid heights for the
 AU2958 ** Southern Louisiana Subsidence area.
 AU2958 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2958.The orthometric height was scaled from a topographic map.
 AU2958
 AU2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2958
 AU2958.The geoid height was determined by GEOID03.
 AU2958
 AU2958;                    North         East     Units Scale Factor Converg.
 AU2958;SPC LA S     -    67,435.867 1,111,002.882   MT  1.00004743   +0 34 12.6
 AU2958;SPC LA S     -   221,245.84  3,645,015.29   sFT  1.00004743   +0 34 12.6
 AU2958;UTM  15      - 3,222,695.361   773,184.474   MT  1.00052103   +1 21 58.0
 AU2958
 AU2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2958!SPC LA S     -   1.00000374  x   1.00004743  =   1.00005117
 AU2958!UTM  15      -   1.00000374  x   1.00052103  =   1.00052478
 AU2958
 AU2958:                Primary Azimuth Mark                     Grid Az
 AU2958:SPC LA S     -  TART AZ MK                               006 37 30.8
 AU2958:UTM  15      -  TART AZ MK                               005 49 45.4
 AU2958
 AU2958|---------------------------------------------------------------------|
 AU2958| PID    Reference Object                     Distance      Geod. Az  |
 AU2958|                                                           dddmmss.s |
 AU2958| DD8138 TART AZ MK                                         0071143.4 |
 AU2958| AU2963 TART 1955 RM 1                       14.602 METERS 07844     |
 AU2958| AU2962 TART 1955 RM 3                      299.612 METERS 11227     |
 AU2958| AU2959 FOURCHON TANK BATTERY RAD MST       110.160 METERS 13228     |
 AU2958| DD8139 TART RM 2                            10.433 METERS 25858     |
 AU2958|---------------------------------------------------------------------|
 AU2958
 AU2958                          SUPERSEDED SURVEY CONTROL
 AU2958
 AU2958  NAD 83(1986)-  29 06 12.16999(N)    090 11 34.91001(W) AD(       ) 3
 AU2958  NAD 27      -  29 06 11.33900(N)    090 11 34.62900(W) AD(       ) 3
 AU2958
 AU2958.Superseded values are not recommended for survey control.
 AU2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2958.See file dsdata.txt to determine how the superseded data were derived.
 AU2958
 AU2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7318422695(NAD 83)
 AU2958_MARKER: DS = TRIANGULATION STATION DISK
 AU2958_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AU2958_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2958_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2958
 AU2958  HISTORY     - Date     Condition        Report By
 AU2958  HISTORY     - 1955     MONUMENTED       CGS
 AU2958  HISTORY     - 1979     SEE DESCRIPTION  NGS
 AU2958
 AU2958                          STATION DESCRIPTION
 AU2958
 AU2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2958'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH OF LEEVILLE,
 AU2958'2.5 MILES NORTHEAST OF THE MOUTH OF BELLE PASS AND 1.0 MILE
 AU2958'NORTHWEST OF THE MOUTH OF BAYOU FOURCHON.  IT IS ON THE WEST
 AU2958'BANK OF BAYOU FOURCHON, JUST SOUTH OF THE MOUTH OF BAYOU
 AU2958'TARTELLON AND AT THE PASS FOURCHON BATTERY OF THE CALIFORNIA
 AU2958'COMPANY.  THE STATION IS SOUTHEAST OF A STORAGE TANK AREA.
 AU2958'
 AU2958'THE STATION MARK IS 125 FEET SOUTHEAST OF THE SOUTHERNMOST
 AU2958'STORAGE TANK, 20 FEET SOUTH OF A SAND LEVEE SURROUNDING TANK
 AU2958'AREA AND 8 FEET NORTH OF A FENCE LINE.  IT IS A STANDARD DISK
 AU2958'SET IN THE TOP OF A CONCRETE FILLED ORANGEBURG SEWER PIPE 4
 AU2958'INCHES IN DIAMETER PROJECTING 3 INCHES AND IS STAMPED TART 1955.
 AU2958'
 AU2958'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF A FENCE LINE AND IS
 AU2958'A STANDARD DISK SET IN THE TOP OF A CONCRETE FILLED ORANGEBURG
 AU2958'SEWER PIPE 4 INCHES IN DIAMETER PROJECTING 2 FEET AND THE
 AU2958'DISK IS STAMPED TART NO 1 1955.
 AU2958'
 AU2958'REFERENCE MARK NO. 2 IS 1.0 FOOT NORTH OF A FENCE LINE AND IS A
 AU2958'STANDARD DISK SET IN THE TOP OF A CONCRETE FILLED ORANGEBURG
 AU2958'SEWER PIPE 4 INCHES IN DIAMETER PROJECTING 3 FEET.  THE DISK IS
 AU2958'STAMPED TART NO 2 1955.
 AU2958'
 AU2958'THE AZIMUTH MARK IS 53 FEET NORTHEAST OF A RADIO MAST (TO BE
 AU2958'DISMANTLED), 33 FEET SOUTH OF SHORELINE OF BAYOU, 22 FEET EAST
 AU2958'OF THE NORTHEAST CORNER OF A RADIO SHACK AND 1.0 FOOT SOUTH
 AU2958'OF 4 X 4 WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP
 AU2958'OF A CONCRETE FILLED ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER
 AU2958'PROJECTING 6 INCHES.  THE DISK IS STAMPED TART 1955.
 AU2958'
 AU2958'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2958
 AU2958                          STATION RECOVERY (1979)
 AU2958
 AU2958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2958'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITON.  THE
 AU2958'STATION MARK WAS RECOVERED WITH THE DISK REMOVED AND ONLY THE
 AU2958'SHANK REMAINING.  A CHISELED CROSS WAS MADE ON THE REMAINING
 AU2958'SHANK.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 AU2958'AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.  DIFFERENCES OF
 AU2958'0.07 FEET SHORTER TO REFERENCE MARK 1, 0.11 FEET LONGER TO
 AU2958'REFERENCE MARK 2, AND 29 MINUTES 30 SECONDS SMALLER ANGLE BETWEEN
 AU2958'THE REFERENCE MARKS WAS NOTED AND VERIFIED AT THIS TIME.
 AU2958'
 AU2958'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF LEEVILLE,
 AU2958'2-1/4 MILES NORTHEAST FROM THE MOUTH OF BELL PASS AND 0.5 MILE
 AU2958'NORTHWEST FROM THE MOUTH OF BAYOU FOURCHON.
 AU2958'
 AU2958'MEASUREMENTS THIS OCCUPATION WERE 47.87 FEET OR 14.591 METERS TO
 AU2958'REFERENCE MARK 1, 34.23 FEET OR 10.433 METERS TO REFERENCE MARK 2, AND
 AU2958'299.480 METERS TO REFERENCE MARK 3.  THE ANGLE BETWEEN REFERENCE
 AU2958'MARKS 3 AND 2 IS 146 DEGREES 1 MINUTE AND 24.00 SECONDS,
 AU2958'AND BETWEEN REFERENCE MARKS 3 AND 1 IS 326 DEGREES 17 MINUTES
 AU2958'AND 2.68 SECONDS.
 AU2958'
 AU2958'TO REACH THE STATION FROM
 AU2958'THE SOUTH END OF BRIDGE OVER BAYOU LAFOURCHE, STATE HIGHWAY 1,
 AU2958'ON THE SOUTHEAST SIDE OF LEEVILLE, GO SOUTHEAST ON HIGHWAY 1 FOR
 AU2958'7.2 MILES TO A PAVED ROAD RIGHT (3090).  TURN RIGHT ON PAVED ROAD
 AU2958'AND GO SOUTHERLY FOR 3.5 MILES TO A BRIDGE.  CONTINUE ON MAIN
 AU2958'TRAVELED ROAD SOUTHWESTERLY FOR 0.8 MILE TO A MAIN GATE
 AU2958'(PERMISSION TO ENTER BY PHONE THAT IS LOCATED ON OUTSIDE OF GATE),
 AU2958'PASS THROUGH GATE NORTHERLY FOR 0.1 MILE TO A SIDE ROAD LEFT (LEFT
 AU2958'ON THIS ROAD FOR 0.05 MILE TO RM 3), CONTINUE NORTHERLY FOR 0.1
 AU2958'MILE TO ANOTHER SIDE ROAD LEFT.  TURN LEFT AND GO
 AU2958'SOUTHWEST ON THIS ROAD FOR 0.2 MILE TO AN OVERFLOW
 AU2958'LEVEE AND THE STATION ON THE RIGHT OVER IN THE LEVEE.
 AU2958'
 AU2958'THE STATION IS A CHISELED MARK ON TOP OF A ROD---UNSTAMPED---,
 AU2958'SET INTO THE TOP OF A 4-INCH ORANGEBURG PIPE FILLED
 AU2958'WITH CONCRETE PROJECTING 2 INCHES ABOVE THE GROUND.
 AU2958'IT IS LOCATED
 AU2958'76.5 FEET SOUTHEAST FROM THE MOST SOUTHEAST TANK,
 AU2958'25 FEET WEST FROM AN OVERFLOW LEVEE, AND
 AU2958'2.3 FEET SOUTH FROM 4 PIPELINES THAT RUN EAST AND WEST.
 AU2958'
 AU2958'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AU2958'STAMPED---TART NO 1 1955---,
 AU2958'CRIMPED TO THE TOP OF A ROD DRIVEN IN THE GROUND,
 AU2958'PROJECTING 70 CM ABOVE THE GROUND, AND ENCASED BY A
 AU2958'4-INCH PVC PIPE.
 AU2958'IT IS LOCATED
 AU2958'24 FEET EAST-SOUTHEAST FROM THE OVERFLOW LEVEE AND IN
 AU2958'PIPELINES THAT RUN NORTH-SOUTH.
 AU2958'MARK IS LEVEL WITH STATION.
 AU2958'
 AU2958'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AU2958'STAMPED---TART NO 2 1955---,
 AU2958'CRIMPED TO THE TOP OF A ROD DRIVEN IN THE GROUND,
 AU2958'PROJECTING 70 CM ABOVE THE GROUND, AND ENCASED BY A
 AU2958'4-INCH PVC PIPE.
 AU2958'IT IS LOCATED
 AU2958'60 FEET SOUTH-SOUTHEAST FROM EAST TANK AND
 AU2958'11 FEET SOUTH FROM 4 PIPELINES RUNNING EAST-WEST.
 AU2958'
 AU2958'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AU2958'STAMPED---TART 1955 NO 3 1979---,
 AU2958'SET INTO A DRILL HOLE IN THE HELIPORT ON THE NORTH
 AU2958'SIDE AND IN THE YELLOW CIRCLE OF HELIPORT.
 AU2958'MARK IS LEVEL WITH STATION.
 AU2958'
 AU2958'OBSERVATIONS MADE FROM A TRIPOD.
 AU2958'AZIMUTH MARK DATA NOT AVAILABLE AT TIME OF STATION OCCUPATION.
 AU2958'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT
 AU2958'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2962 ***********************************************************************
 AU2962  DESIGNATION -  TART 1955 RM 3
 AU2962  PID         -  AU2962
 AU2962  STATE/COUNTY-  LA/LAFOURCHE
 AU2962  USGS QUAD   -  BELLE PASS (1994)
 AU2962
 AU2962                         *CURRENT SURVEY CONTROL
 AU2962  ___________________________________________________________________
 AU2962* NAD 83(1992)-  29 06 08.43860(N)    090 11 24.65705(W)     ADJUSTED  
 AU2962* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AU2962  **This station is located in a subsidence area (see below).
 AU2962  ___________________________________________________________________
 AU2962  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AU2962  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2962
 AU2962  HORZ ORDER  -  THIRD
 AU2962
 AU2962.The horizontal coordinates were established by classical geodetic methods
 AU2962.and adjusted by the National Geodetic Survey in January 1993..
 AU2962.No horizontal observational check was made to the station.
 AU2962
 AU2962 ** The orthometric height has not been validated since last determined
 AU2962 ** by differential leveling and should not be used for control purposes.
 AU2962 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2962 ** area with valid NAVD 88 orthometric heights.
 AU2962 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2962 ** epoch indicated which incorporates improved geoid heights for the
 AU2962 ** Southern Louisiana Subsidence area.
 AU2962 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2962.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2962
 AU2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2962
 AU2962.The geoid height was determined by GEOID03.
 AU2962
 AU2962;                    North         East     Units Scale Factor Converg.
 AU2962;SPC LA S     -    67,324.224 1,111,280.932   MT  1.00004771   +0 34 17.7
 AU2962;SPC LA S     -   220,879.56  3,645,927.52   sFT  1.00004771   +0 34 17.7
 AU2962;UTM  15      - 3,222,587.540   773,464.180   MT  1.00052292   +1 22 02.9
 AU2962
 AU2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2962!SPC LA S     -   1.00000343  x   1.00004771  =   1.00005114
 AU2962!UTM  15      -   1.00000343  x   1.00052292  =   1.00052635
 AU2962
 AU2962                          SUPERSEDED SURVEY CONTROL
 AU2962
 AU2962  NAD 83(1986)-  29 06 08.45418(N)    090 11 24.66906(W) AD(       ) 3
 AU2962  NAD 27      -  29 06 07.62298(N)    090 11 24.38809(W) AD(       ) 3
 AU2962  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 AU2962
 AU2962.Superseded values are not recommended for survey control.
 AU2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2962.See file dsdata.txt to determine how the superseded data were derived.
 AU2962
 AU2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7346422588(NAD 83)
 AU2962_MARKER: DR = REFERENCE MARK DISK
 AU2962_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AU2962+WITH SETTING: PAVEMENT
 AU2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2962+STABILITY: SURFACE MOTION
 AU2962
 AU2962  HISTORY     - Date     Condition        Report By
 AU2962  HISTORY     - 1979     MONUMENTED       NGS
 AU2962
 AU2962                          STATION DESCRIPTION
 AU2962
 AU2962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU2962'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF LEEVILLE, 2-1/4
 AU2962'MILES NORTHEAST FROM THE MOUTH OF BELLE PASS, AND 1/2 MILE
 AU2962'NORTHWEST FROM THE MOUTH OF BAYOU FOURCHON.
 AU2962'
 AU2962'TO REACH THE STATION FROM
 AU2962'THE SOUTH END OF THE BRIDGE OVER BAYOU LAFOURCHE ON STATE HIGHWAY
 AU2962'1 AT THE SOUTHEAST SIDE OF LEEVILLE, GO SOUTHEAST ON STATE
 AU2962'HIGHWAY 1 FOR 7.2 MILES TO A PAVED ROAD (3090) RIGHT.  TURN RIGHT
 AU2962'ON PAVED ROAD AND GO SOUTHERLY FOR 3.5 MILES TO A BRIDGE.
 AU2962'CONTINUE ON THE MAIN TRAVELED ROAD SOUTHWESTERLY FOR 0.8 MILE TO A
 AU2962'GATE.  PERMISSION TO ENTER OBTAINED BY PHONE LOCATED ON
 AU2962'OUTSIDE OF GATE.  PASS THROUGH GATE AND GO NORTHERLY FOR 0.1 MILE
 AU2962'TO A SIDE ROAD LEFT.  TURN LEFT FOR 0.05 MILE TO THE HELIPORT AND
 AU2962'THE STATION.
 AU2962'
 AU2962'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 AU2962'STAMPED---TART 1955 RM 3 1979---,
 AU2962'SET INTO A DRILL HOLE IN THE NORTH SIDE AND INSIDE THE
 AU2962'YELLOW CIRCLE OF THE HELIPORT.
 AU2962'
 AU2962'THE INERTIAL SURVEY SYSTEM WAS USED TO POSITION THIS
 AU2962'STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4203 ***********************************************************************
 BJ4203  DESIGNATION -  TATE
 BJ4203  PID         -  BJ4203
 BJ4203  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4203  USGS QUAD   -  SPRING CREEK (1983)
 BJ4203
 BJ4203                         *CURRENT SURVEY CONTROL
 BJ4203  ___________________________________________________________________
 BJ4203* NAD 83(1992)-  30 59 45.53537(N)    090 25 20.38517(W)     ADJUSTED  
 BJ4203* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BJ4203  ___________________________________________________________________
 BJ4203  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BJ4203  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ4203
 BJ4203  HORZ ORDER  -  SECOND
 BJ4203
 BJ4203.The horizontal coordinates were established by classical geodetic methods
 BJ4203.and adjusted by the National Geodetic Survey in May 1994..
 BJ4203
 BJ4203.The orthometric height was scaled from a topographic map.
 BJ4203
 BJ4203.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4203
 BJ4203.The geoid height was determined by GEOID03.
 BJ4203
 BJ4203;                    North         East     Units Scale Factor Converg.
 BJ4203;SPC LA S     -   277,025.097 1,087,014.150   MT  1.00007634   +0 27 19.8
 BJ4203;SPC LA S     -   908,873.17  3,566,312.26   sFT  1.00007634   +0 27 19.8
 BJ4203;SPC MS W     -   165,834.687   691,500.581   MT  0.99995089   -0 02 45.0
 BJ4203;SPC MS W     -   544,075.97  2,268,698.16   sFT  0.99995089   -0 02 45.0
 BJ4203;UTM  15      - 3,432,009.043   746,129.672   MT  1.00034733   +1 19 41.2
 BJ4203
 BJ4203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4203!SPC LA S     -   0.99998745  x   1.00007634  =   1.00006379
 BJ4203!SPC MS W     -   0.99998745  x   0.99995089  =   0.99993834
 BJ4203!UTM  15      -   0.99998745  x   1.00034733  =   1.00033478
 BJ4203
 BJ4203|---------------------------------------------------------------------|
 BJ4203| PID    Reference Object                     Distance      Geod. Az  |
 BJ4203|                                                           dddmmss.s |
 BJ4203| CW1536 TATE RM 1                            31.074 METERS 02759     |
 BJ4203| CW1535 TATE AZ MK                                         0870346.3 |
 BJ4203| CW1537 TATE RM 2                            31.989 METERS 15155     |
 BJ4203| BJ4539 KENTWOOD MUNICIPAL TANK             APPROX.10.9 KM 2344744.1 |
 BJ4203| BW2264 OSYKA MUNICIPAL TANK                APPROX. 5.1 KM 2824420.8 |
 BJ4203| BW2266 CHATAWA ST M OF PINES LGE TANK      APPROX. 7.8 KM 3305947.0 |
 BJ4203|---------------------------------------------------------------------|
 BJ4203
 BJ4203                          SUPERSEDED SURVEY CONTROL
 BJ4203
 BJ4203  NAD 83(1992)-  30 59 45.54269(N)    090 25 20.38502(W) AD(       ) 2
 BJ4203  NAD 83(1986)-  30 59 45.55064(N)    090 25 20.38124(W) AD(       ) 2
 BJ4203  NAD 27      -  30 59 44.90600(N)    090 25 20.03700(W) AD(       ) 2
 BJ4203
 BJ4203.Superseded values are not recommended for survey control.
 BJ4203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4203.See file dsdata.txt to determine how the superseded data were derived.
 BJ4203
 BJ4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4613032009(NAD 83)
 BJ4203_MARKER: DS = TRIANGULATION STATION DISK
 BJ4203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4203
 BJ4203  HISTORY     - Date     Condition        Report By
 BJ4203  HISTORY     - 1939     MONUMENTED       CGS
 BJ4203  HISTORY     - 1947     GOOD             CGS
 BJ4203  HISTORY     - 1949     GOOD             CGS
 BJ4203
 BJ4203                          STATION DESCRIPTION
 BJ4203
 BJ4203'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4203'THE STATION IS ON LAND OWNED BY WILL TATE, IN THE NE 1/4 OF
 BJ4203'HEADRIGHT 50, T 1 S, R 8 E, ABOUT 3 MILES ESE OF OSYKA,
 BJ4203'MISSISSIPPI, AND ABOUT 0.3 MILE S OF THE LOUISIANA AND MISSISSIPPI
 BJ4203'STATE LINE.  THE STATION IS ABOUT 200 YARDS N OF A BEND IN
 BJ4203'THE GRAVEL ROAD TO THE E, ABOUT 100 YARDS SW OF THE HOME OF
 BJ4203'WALTER MC GEHEE, 50 FEET S OF THE TOP OF A RIDGE RUNNING E AND
 BJ4203'W, AND 35 FEET W OF THE CENTER OF THE N-S GRAVEL ROAD.  THE
 BJ4203'MARK PROJECTS 4 INCHES ABOVE GROUND AND IS
 BJ4203'STAMPED TATE 1939.
 BJ4203'
 BJ4203'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4203'BRONZE DISKS SET IN CONCRETE.
 BJ4203'
 BJ4203'REFERENCE MARK NO. 1 IS 101.95 FEET NNE OF THE STATION 1 FOOT
 BJ4203'E OF THE RIGHT-OF-WAY FENCE ON THE E SIDE OF THE ROAD, AND 12
 BJ4203'FEET E OF THE CENTER OF THE ROAD.  THE MARK PROJECTS
 BJ4203'6 INCHES ABOVE GROUND AND IS STAMPED TATE NO. 1 1939.
 BJ4203'REFERENCE MARK NO. 2 IS 104.95 FEET SE OF THE STATION 1 FOOT
 BJ4203'E OF THE RIGHT-OF-WAY FENCE ON THE E SIDE OF THE ROAD, AND 15
 BJ4203'FEET E OF THE CENTER OF THE ROAD.  THE MARK PROJECTS
 BJ4203'8 INCHES ABOVE GROUND AND IS STAMPED TATE NO. 2 1939.
 BJ4203'
 BJ4203'THE AZIMUTH MARK IS LOCATED 0.6 MILE E OF THE STATION IN A
 BJ4203'FARMYARD, 39 FEET W OF THE W SIDE OF THE HOUSE, AND 23 FEET N
 BJ4203'OF THE SW CORNER OF A PICKET FENCE.
 BJ4203'
 BJ4203'TO REACH THE STATION FROM THE RAILROAD STATION IN OSYKA,
 BJ4203'MISSISSIPPI DRIVE E ON THE ROAD ON THE N SIDE OF THE RAILROAD
 BJ4203'STATION FOR 0.8 MILE, THEN CROSS THE TRUCK BRIDGE AND CONTINUE
 BJ4203'E FOR 0.25 MILE, TAKE A GRAVEL T-ROAD RIGHT, JUST AFTER CROSSING
 BJ4203'A DECK BRIDGE FOR 2.3 MILES, THEN TAKE THE RIGHT FORK FOR 0.15
 BJ4203'MILE, THEN TAKE THE T-ROAD RIGHT ACROSS A CATTLE GUARD AT THE
 BJ4203'LOUISIANA-MISSISSIPPI STATE LINE FOR 0.3 MILE TO THE TOP OF A
 BJ4203'GRADE TO THE STATION IN THE WOODS, IN A VERY SMALL CLEARING
 BJ4203'ON THE W SIDE OF THE ROAD.
 BJ4203'
 BJ4203'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE N 0.3 MILE TO
 BJ4203'A CATTLE GUARD AND STATE LINE ROAD, TURN RIGHT (E) AND DRIVE
 BJ4203'0.8 MILE TO A TRAIL TO THE RIGHT AND A CATTLE GUARD, AND TURN
 BJ4203'S, TAKING THE RIGHT FORK FOR 0.4 MILE TO THE FARMYARD AND THE
 BJ4203'MARK.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 BJ4203'TATE 1939.
 BJ4203'
 BJ4203'A 103-FOOT TOWER AT TATE WILL SEE A 90-FOOT TOWER AT BURCH.
 BJ4203'
 BJ4203'A 103-FOOT TOWER AT TATE WILL SEE A 90-FOOT TOWER AT MAY.
 BJ4203'
 BJ4203'A 103-FOOT TOWER AT TATE WILL SEE A 100-FOOT TOWER AT TANGI.
 BJ4203'
 BJ4203'A 103-FOOT TOWER AT TATE WILL SEE A 90-FOOT TOWER AT YOUNG.
 BJ4203'
 BJ4203'A 103-FOOT TOWER AT TATE WILL SEE A 90-FOOT TOWER AT BRANCH.
 BJ4203'
 BJ4203'A 103-FOOT TOWER AT TATE WILL SEE A 103-FOOT TOWER AT BROWNING.
 BJ4203'
 BJ4203'*A 126-FOOT TOWER AT TATE IS NEEDED TO SEE A 100-FOOT TOWER
 BJ4203'AT VERNON.
 BJ4203'
 BJ4203'*NOTE--A 103-FOOT TOWER WILL SUFFICE ON CLEARING OF ONE PINE
 BJ4203'TREE ABOUT 2 MILES FROM TATE.
 BJ4203'
 BJ4203'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4203
 BJ4203                          STATION RECOVERY (1947)
 BJ4203
 BJ4203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BJ4203'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 BJ4203'DESCRIBED BY F.B.Q. IN 1939.  A NEW DESCRIPTION FOLLOWS.
 BJ4203'
 BJ4203'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF OSYKA,
 BJ4203'MISSISSIPPI AND 0.3 MILE SOUTH OF THE MISSISSIPPI-LOUISIANA
 BJ4203'STATE LINE.  IT IS ABOUT 200 YARDS NORTH OF A BEND IN THE ROAD
 BJ4203'TO THE EAST, ABOUT 100 YARDS SOUTHWEST OF THE HOME OF MR.
 BJ4203'WALTER MC GEHEE, AND 35 YARDS WEST OF THE APPROXIMATE CENTERLINE
 BJ4203'OF THE ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BJ4203'STAMPED TATE 1939.
 BJ4203'
 BJ4203'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BJ4203'BRONZE DISKS SET IN CONCRETE.
 BJ4203'
 BJ4203'REFERENCE MARK NO. 1 IS 101.95 FEET NORTH-NORTHEAST OF THE
 BJ4203'STATION, 12 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 BJ4203'AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES,
 BJ4203'AND THE DISK IS STAMPED TATE NO 1 1939.
 BJ4203'
 BJ4203'REFERENCE MARK NO. 2 IS 104.95 FEET SOUTHEAST OF THE STATION,
 BJ4203'15 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND
 BJ4203'1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND
 BJ4203'THE DISK IS STAMPED TATE NO 2 1939.
 BJ4203'
 BJ4203'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE EAST OF THE STATION,
 BJ4203'39 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE, AND 23 FEET
 BJ4203'NORTH OF THE SOUTHWEST CORNER OF A PICKET FENCE.  THE MARK
 BJ4203'PROJECTS 4 INCHES, AND THE DISK IS STAMPED TATE 1939.
 BJ4203'
 BJ4203'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OSYKA, GO EAST
 BJ4203'ON A GRAVEL ROAD FOR 1.1 MILES TO A PLANK BRIDGE.  CONTINUE ON
 BJ4203'THE MAIN GRAVEL ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT,
 BJ4203'TURN RIGHT AND FOLLOW THE MAIN GRAVEL ROAD FOR 2.5 MILES TO
 BJ4203'A ROAD FORK, TAKE THE RIGHT ROAD AND GO 0.2 MILE TO A DIM ROAD
 BJ4203'ON THE RIGHT.  TURN RIGHT CROSSING THE CATTLE GUARD AND GO
 BJ4203'0.3 MILE TO THE TOP OF A LOW GRADE AND THE STATION ON THE
 BJ4203'RIGHT.
 BJ4203'
 BJ4203'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.3 MILE TO
 BJ4203'THE MAIN GRAVEL ROAD.  TURN RIGHT FOLLOWING THE MAIN GRAVEL
 BJ4203'ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 BJ4203'GO 0.3 MILE TO AN OLD FARM HOUSE AND THE AZIMUTH MARK IN THE
 BJ4203'YARD.
 BJ4203'
 BJ4203'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4203
 BJ4203                          STATION RECOVERY (1949)
 BJ4203
 BJ4203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BJ4203'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION
 BJ4203'THAT BOTH REFERENCE MARKS NOW PROJECT HIGHER ABOVE THE GROUND.
 BJ4203'ALL MARKS ARE IN GOOD CONDITION.  DESCRIPTION FOLLOWS--
 BJ4203'
 BJ4203'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF OSYKA,
 BJ4203'MISSISSIPPI ON THE TATE ESTATE, ABOUT 0.3 MILE SOUTH OF THE
 BJ4203'LOUISIANA-MISSISSIPPI STATE LINE, ABOUT 200 YARDS NORTH OF A
 BJ4203'BEND IN THE ROAD TO THE EAST, ABOUT 100 YARDS SOUTHWEST OF THE
 BJ4203'HOME OF MR. WALTER MC GEHEE, AND 35 FEET WEST OF THE APPROXIMATE
 BJ4203'CENTERLINE OF A GRAVELED ROAD.
 BJ4203'
 BJ4203'TO REACH THE STATION FROM THE RAILROAD STATION IN OSYKA, GO
 BJ4203'EAST ON THE ROAD ON THE NORTH SIDE OF THE STATION FOR 1.05 MILE
 BJ4203'TO A SIDE ROAD ON THE RIGHT (JUST AFTER CROSSING A BRIDGE).  THEN
 BJ4203'RIGHT FOR 2.3 MILES TO A FORK.  THEN RIGHT ROAD FOR 0.15 MILE TO
 BJ4203'A SIDE ROAD ON THE RIGHT.  THEN RIGHT, SOUTH, FOR 0.3 MILE TO THE
 BJ4203'STATION ON THE RIGHT AS DESCRIBED.
 BJ4203'
 BJ4203'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.3
 BJ4203'MILE.  THEN RIGHT, EAST, FOR 0.6 MILE.  THEN RIGHT, SOUTH,
 BJ4203'(THROUGH A GATE AND ON A WOODS ROAD) FOR 0.3 MILE TO THE MARK
 BJ4203'AS DESCRIBED.
 BJ4203'
 BJ4203'THE STATION MARK IS A STANDARD STATION MARK DISK SET IN THE
 BJ4203'TOP OF A 12-INCH SQUARE CONCRETE POST.  IT PROJECTS 4 INCHES,
 BJ4203'AND THE DISK IS STAMPED TATE 1939.
 BJ4203'
 BJ4203'THE AZIMUTH MARK IS 0.6 MILE FROM THE STATION IN A FARMYARD,
 BJ4203'39 FEET WEST OF THE FRONT PORCH OF A HOUSE, AND 23 FEET NORTH
 BJ4203'OF THE SOUTHWEST CORNER OF A PICKET FENCE.  IT IS A STANDARD
 BJ4203'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BJ4203'POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED TATE 1939.
 BJ4203'
 BJ4203'REFERENCE MARK NO. 1 IS 12 FEET EAST OF THE APPROXIMATE
 BJ4203'CENTERLINE OF THE GRAVELED ROAD, AND 2 FEET EAST OF A WIRE
 BJ4203'FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 BJ4203'OF A 12-INCH SQUARE CONCRETE POST.  IT PROJECTS 12 INCHES,
 BJ4203'AND THE DISK IS STAMPED TATE NO 1 1939.
 BJ4203'
 BJ4203'REFERENCE MARK NO. 2 IS 12 FEET EAST OF THE APPROXIMATE CENTERLINE
 BJ4203'OF THE GRAVELED ROAD, AND 2 FEET EAST OF THE WIRE FENCE.  IT
 BJ4203'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 BJ4203'SQUARE CONCRETE POST.  IT PROJECTS 10 INCHES, AND THE DISK IS
 BJ4203'STAMPED TATE NO 2 1939.
 BJ4203'
 BJ4203'A 103 FOOT TOWER AT TATE WILL SEE 90 FEET AT TERRYS, AND SMITH
 BJ4203'2.
 BJ4203'
 BJ4203'A 103 FOOT TOWER AT TATE WILL SEE 77 FEET AT BROWNING 1939.
 BJ4203'
 BJ4203'A 103 FOOT TOWER AT TATE WILL SEE 64 FEET AT BRANCH 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2641 ***********************************************************************
 BK2641  CBN         -  This is a Cooperative Base Network Control Station.
 BK2641  DESIGNATION -  TATE
 BK2641  PID         -  BK2641
 BK2641  STATE/COUNTY-  LA/EVANGELINE
 BK2641  USGS QUAD   -  TATE COVE (1992)
 BK2641
 BK2641                         *CURRENT SURVEY CONTROL
 BK2641  ___________________________________________________________________
 BK2641* NAD 83(1992)-  30 43 37.13132(N)    092 13 46.59585(W)     ADJUSTED  
 BK2641* NAVD 88     -        22.5    (meters)      74.     (feet)  GPS OBS   
 BK2641  ___________________________________________________________________
 BK2641  X           -    -213,487.447 (meters)                     COMP
 BK2641  Y           -  -5,483,360.324 (meters)                     COMP
 BK2641  Z           -   3,239,908.509 (meters)                     COMP
 BK2641  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BK2641  ELLIP HEIGHT-          -4.90  (meters)          (02/12/02) GPS OBS
 BK2641  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2641
 BK2641  HORZ ORDER  -  B
 BK2641  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK2641  ELLP ORDER  -  FOURTH    CLASS II
 BK2641
 BK2641.The horizontal coordinates were established by GPS observations
 BK2641.and adjusted by the National Geodetic Survey in September 1992..
 BK2641
 BK2641.The orthometric height was determined by GPS observations and a
 BK2641.high-resolution geoid model.
 BK2641.The vertical order pertains to the NGVD 29 superseded value.
 BK2641
 BK2641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2641
 BK2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2641
 BK2641.The ellipsoidal height was determined by GPS observations
 BK2641.and is referenced to NAD 83.
 BK2641
 BK2641.The geoid height was determined by GEOID03.
 BK2641
 BK2641;                    North         East     Units Scale Factor Converg.
 BK2641;SPC LA S     -   247,190.374   914,159.235   MT  1.00000585   -0 26 53.3
 BK2641;SPC LA S     -   810,990.42  2,999,204.09   sFT  1.00000585   -0 26 53.3
 BK2641;SPC LA N     -    25,200.390 1,025,899.987   MT  1.00012873   +0 08 34.6
 BK2641;SPC LA N     -    82,678.28  3,365,806.87   sFT  1.00012873   +0 08 34.6
 BK2641;UTM  15      - 3,399,598.567   573,755.873   MT  0.99966710   +0 23 37.1
 BK2641
 BK2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2641!SPC LA S     -   1.00000077  x   1.00000585  =   1.00000662
 BK2641!SPC LA N     -   1.00000077  x   1.00012873  =   1.00012950
 BK2641!UTM  15      -   1.00000077  x   0.99966710  =   0.99966787
 BK2641
 BK2641:                Primary Azimuth Mark                     Grid Az
 BK2641:SPC LA S     -  TATE AZ MK                               038 08 58.1
 BK2641:SPC LA N     -  TATE AZ MK                               037 33 30.2
 BK2641:UTM  15      -  TATE AZ MK                               037 18 27.7
 BK2641
 BK2641|---------------------------------------------------------------------|
 BK2641| PID    Reference Object                     Distance      Geod. Az  |
 BK2641|                                                           dddmmss.s |
 BK2641| AE8815 TATE AZ MK                                         0374204.8 |
 BK2641| AE8814 TATE RM 1                            11.420 METERS 16924     |
 BK2641| BK2642 TATE RM 2                            16.811 METERS 34807     |
 BK2641|---------------------------------------------------------------------|
 BK2641
 BK2641                          SUPERSEDED SURVEY CONTROL
 BK2641
 BK2641  ELLIP H (09/10/92)   -4.82   (m)                       GP(       ) 4 1
 BK2641  NAD 83(1986)-  30 43 37.15343(N)    092 13 46.58800(W) AD(       ) 2
 BK2641  NAD 27      -  30 43 36.44473(N)    092 13 46.13758(W) AD(       ) 2
 BK2641  NGVD 29 (12/01/98)   22.314  (m)           73.21   (f) ADJUSTED    2 1
 BK2641
 BK2641.Superseded values are not recommended for survey control.
 BK2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2641.See file dsdata.txt to determine how the superseded data were derived.
 BK2641
 BK2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7375699599(NAD 83)
 BK2641_MARKER: DD = SURVEY DISK
 BK2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2641_SP_SET: CONCRETE POST
 BK2641_STAMPING: TATE 1969
 BK2641_MARK LOGO: LADH  
 BK2641_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2641+STABILITY: SURFACE MOTION
 BK2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2641+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 BK2641
 BK2641  HISTORY     - Date     Condition        Report By
 BK2641  HISTORY     - 1969     MONUMENTED       LADTD
 BK2641  HISTORY     - 1969     GOOD             LADH
 BK2641  HISTORY     - 19910917 GOOD             LADTD
 BK2641  HISTORY     - 19920227 GOOD
 BK2641  HISTORY     - 19960305 GOOD             LADTD
 BK2641  HISTORY     - 20060117 GOOD             LADTD
 BK2641
 BK2641                          STATION DESCRIPTION
 BK2641
 BK2641'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2641'THE STATION IS LOCATED 5.00 MILES SOUTHWEST OF THE JUNCTION
 BK2641'OF STATE HIGHWAYS 29 AND 182 AND 17.65 MILES NORTHWEST OF
 BK2641'BEGGS, IN THE NE 1/4 OF SECTION 11, T3S, R2E, AND ON PROPERTY
 BK2641'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.  IT IS 1.60
 BK2641'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, 2.80
 BK2641'FEET EAST OF A FENCE, 81.0 FEET SOUTHWEST OF THE CENTERLINE
 BK2641'OF STATE HIGHWAY 29, 70.0 FEET WEST-NORTHWEST OF THE CENTERLINE
 BK2641'OF STATE HIGHWAY 1170, AND 116.0 FEET SOUTH OF A CONCRETE
 BK2641'HIGHWAY RIGHT OF WAY MARKER.  IT IS A LOUISIANA DEPARTMENT
 BK2641'OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BK2641'TATE 1969 PROJECTING 2 INCHES.
 BK2641'
 BK2641'REFERENCE MARK NO. 1 IS 37.47 FEET SOUTH OF THE STATION.  IT
 BK2641'IS 39.10 FEET SOUTH OF WITNESS POST AT STATION, 107.0 FEET
 BK2641'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 29, 44.0
 BK2641'FEET WEST-NORTHWEST OF CENTERLINE OF STATE HIGHWAY 1170, 2.40
 BK2641'FEET EAST-NORTHEAST OF A FENCE, AND 5.40 FEET NORTH OF A
 BK2641'HIGHWAY RIGHT OF WAY MARKER.  IT IS A LOUISIANA DEPARTMENT OF
 BK2641'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BK2641'R.M. NO. 1 TATE 1969, PROJECTING 2 INCHES.
 BK2641'
 BK2641'REFERENCE MARK NO. 2 IS 55.15 FEET NORTHWEST OF THE STATION.  IT
 BK2641'IS 53.50 FEET NORTH-NORTHWEST OF WITNESS POST AT STATION, 3.00
 BK2641'FEET EAST-NORTHEAST OF A FENCE, 106.0 FEET WEST-NORTHWEST OF
 BK2641'THE CENTERLINE OF STATE HIGHWAY 1170, 42.0 FEET SOUTH-SOUTHWEST
 BK2641'OF THE CENTERLINE OF STATE HIGHWAY 29, AND 66.30 FEET SOUTH
 BK2641'OF A HIGHWAY RIGHT OF WAY MARKER.  IT IS A LOUISIANA DEPARTMENT
 BK2641'OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED
 BK2641'R.M. NO. 2 TATE 1969, PROJECTING 2 INCHES.
 BK2641'
 BK2641'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS
 BK2641'92.60 FEET.
 BK2641'
 BK2641'THE AZIMUTH MARK IS 0.30 MILE NORTH OF THE STATION.  IT IS
 BK2641'2.50 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN,
 BK2641'3.60 FEET WEST-NORTHWEST OF A FENCE, 14.60 FEET SOUTHWEST OF
 BK2641'POWER POLE NO. 205, 14.80 FEET SOUTH-SOUTHWEST OF A CULVERT,
 BK2641'AND 37.60 FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE
 BK2641'HIGHWAY 29.
 BK2641'
 BK2641'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG
 BK2641'STATE HIGHWAY 29 FOR 0.30 MILE TO MARK SET EAST OF HIGHWAY.  IT
 BK2641'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BK2641'GEODETIC SURVEY DISK STAMPED AZ. MK. TATE 1969, PROJECTING
 BK2641'2 INCHES.
 BK2641'
 BK2641'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BK2641'10 AND STATE HIGHWAY 182 IN BEGGS, LOUISIANA, FOLLOW STATE
 BK2641'HIGHWAY 182 NORTH-NORTHWEST FOR 12.65 MILES TO ITS INTERSECTION
 BK2641'WITH STATE HIGHWAY 29, THENCE SOUTHWEST ALONG STATE HIGHWAY
 BK2641'29 FOR 5.00 MILES TO STATION SET IN THE SOUTHWEST QUADRANT
 BK2641'OF THE INTERSECTION OF STATE HIGHWAYS 29 AND 1170.
 BK2641'
 BK2641'CUT IN THE WAUTELL SUGAR MILL STACK, EAST OF STATION
 BK2641'APPROXIMATELY 0.40 MILE.
 BK2641
 BK2641                          STATION RECOVERY (1969)
 BK2641
 BK2641'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 BK2641'RECOVERED IN GOOD CONDITION.
 BK2641
 BK2641                          STATION RECOVERY (1991)
 BK2641
 BK2641'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BK2641'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHWEST OF OPELOUSAS,
 BK2641'9.0 MI (14.5 KM) SOUTHEAST OF BAYOU CHICOT AND 5.0 MI (8.0 KM)
 BK2641'NORTHEAST OF VILLE PLATTE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BK2641'TRANSPORTATION AND DEVELOPMENT.
 BK2641'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 49 AND
 BK2641'STATE HIGHWAY 29, GO SOUTHWEST FOR 4.4 MI (7.1 KM) ON HIGHWAY 29 TO
 BK2641'THE JUNCTION WITH STATE HIGHWAY 3247 AND THE STATION SET IN THE
 BK2641'SOUTHWEST QUARDRANT OF THE TWO ROADS.
 BK2641'THE STATION IS 79.0 FT (24.1 M) SOUTH-SOUTHWEST FROM THE CENTER OF
 BK2641'HIGHWAY 3247, 69.5 FT (21.2 M) WEST-NORTHWEST FROM THE CENTER OF
 BK2641'HIGHWAY 29, 2.0 FT (0.6 M) EAST FROM A 6-STRAND BARBED WIRE FENCE,
 BK2641'2.0 FT (0.6 M) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED, 2.0
 BK2641'FT (0.6 M) EAST FROM A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND
 BK2641'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 BK2641
 BK2641                          STATION RECOVERY (1992)
 BK2641
 BK2641'RECOVERED 1992
 BK2641'RECOVERED IN GOOD CONDITION.
 BK2641
 BK2641                          STATION RECOVERY (1996)
 BK2641
 BK2641'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BK2641'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF VILLE
 BK2641'PLATTE, 12.0 MI (19.3 KM) SOUTHEAST OF TURKEY CREEK AND 13.0 MI (20.9
 BK2641'KM) NORTHWEST OF OPELOUSAS.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BK2641'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 BK2641'OF STATE HIGHWAYS 29 AND 1171 JUST NORTH OF VILLE PLATTE, GO EAST THEN
 BK2641'NORTH FOR 3.35 MI (5.39 KM) ON HIGHWAY 29 TO THE JUNCTION WITH STATE
 BK2641'HIGHWAY 3247 AND THE STATION SET ON THE LEFT. THE STATION IS 81.0 FT
 BK2641'(24.7 M) SOUTH-SOUTHWEST FROM THE CENTER OF HIGHWAY 3247, 70.0 FT
 BK2641'(21.3 M) WEST-NORTHWEST FROM THE CENTER OF HIGHWAY 29, 2.5 FT (0.8 M)
 BK2641'EAST FROM A FENCE, 2.0 FT (0.6 M) EAST FROM A FIBERGLASS WITNESS POST,
 BK2641'FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL
 BK2641'OF THE HIGHWAY.
 BK2641
 BK2641                          STATION RECOVERY (2006)
 BK2641
 BK2641'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BK2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8815 ***********************************************************************
 AE8815  DESIGNATION -  TATE AZ MK
 AE8815  PID         -  AE8815
 AE8815  STATE/COUNTY-  LA/EVANGELINE
 AE8815  USGS QUAD   -  TATE COVE (1992)
 AE8815
 AE8815                         *CURRENT SURVEY CONTROL
 AE8815  ___________________________________________________________________
 AE8815* NAD 83(1986)-  30 43 44.     (N)    092 13 38.     (W)     SCALED    
 AE8815* NAVD 88     -        21.47   (+/-2cm)      70.4    (feet)  VERTCON   
 AE8815  ___________________________________________________________________
 AE8815  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AE8815
 AE8815  VERT ORDER  -  SECOND    CLASS I (See Below)
 AE8815
 AE8815.The horizontal coordinates were scaled from a topographic map and have
 AE8815.an estimated accuracy of +/- 6 seconds.
 AE8815
 AE8815.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8815.The vertical order pertains to the NGVD 29 superseded value.
 AE8815
 AE8815.The geoid height was determined by GEOID03.
 AE8815
 AE8815;                    North         East    Units  Estimated Accuracy
 AE8815;SPC LA S     -   247,400.      914,390.      MT  (+/- 180 meters Scaled)
 AE8815
 AE8815                          SUPERSEDED SURVEY CONTROL
 AE8815
 AE8815  NGVD 29 (12/01/98)   21.437  (m)           70.33   (f) ADJUSTED    2 1
 AE8815
 AE8815.Superseded values are not recommended for survey control.
 AE8815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8815.See file dsdata.txt to determine how the superseded data were derived.
 AE8815
 AE8815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP739998(NAD 83)
 AE8815_MARKER: DD = SURVEY DISK
 AE8815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8815_STAMPING: TATE AZ MK 1969
 AE8815_MARK LOGO: LADH  
 AE8815_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8815+STABILITY: SURFACE MOTION
 AE8815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8815+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1996
 AE8815
 AE8815  HISTORY     - Date     Condition        Report By
 AE8815  HISTORY     - 1969     MONUMENTED       LADH
 AE8815  HISTORY     - 19960305 GOOD             LADTD
 AE8815
 AE8815                          STATION DESCRIPTION
 AE8815
 AE8815'DESCRIBED BY LA TRANSP AND DEV 1996 (TLH)
 AE8815'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF VILLE
 AE8815'PLATTE, 12.0 MI (19.3 KM) SOUTHEAST OF TURKEY CREEK AND 13.0 MI (20.9
 AE8815'KM) NORTHWEST OF OPELOUSAS.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AE8815'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AE8815'OF STATE HIGHWAYS 29 AND 1171 JUST NORTH OF VILLE PLATTE, GO EAST AND
 AE8815'THEN NORTH FOR 3.55 MI (5.71 KM) ON HIGHWAY 29 TO THE STATION SET ON
 AE8815'THE RIGHT, 0.2 MI (0.3 KM) NORTH OF THE JUNCTION WITH STATE HIGHWAY
 AE8815'3247. THE STATION IS 37.5 FT (11.4 M) EAST-SOUTHEAST FROM THE CENTER
 AE8815'OF THE HIGHWAY, 15.0 FT (4.6 M) SOUTH FROM THE SOUTH END OF A 24-INCH
 AE8815'CONCRETE CULVERT, 14.5 FT (4.4 M) WEST-SOUTHWEST FROM A POWER POLE
 AE8815'NUMBER 24-205, 2.0 FT (0.6 M) WEST-NORTHWEST FROM A METAL WITNESS POST
 AE8815'WITH SIGN ATTACHED, RECESSED 3 INCHES BELOW THE GROUND SURFACE AND
 AE8815'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2463 ***********************************************************************
 BJ2463  DESIGNATION -  TATE CAP
 BJ2463  PID         -  BJ2463
 BJ2463  STATE/COUNTY-  LA/ST LANDRY
 BJ2463  USGS QUAD   -  PORTAGE (1970)
 BJ2463
 BJ2463                         *CURRENT SURVEY CONTROL
 BJ2463  ___________________________________________________________________
 BJ2463* NAD 83(1986)-  30 27 41.     (N)    091 45 35.     (W)     SCALED    
 BJ2463* NAVD 88     -         8.77   (+/-2cm)      28.8    (feet)  VERTCON   
 BJ2463  ___________________________________________________________________
 BJ2463  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2463
 BJ2463  VERT ORDER  -  ? (See Below)
 BJ2463
 BJ2463.The horizontal coordinates were scaled from a topographic map and have
 BJ2463.an estimated accuracy of +/- 6 seconds.
 BJ2463
 BJ2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2463.The vertical order pertains to the NGVD 29 superseded value.
 BJ2463
 BJ2463.The geoid height was determined by GEOID03.
 BJ2463
 BJ2463;                    North         East    Units  Estimated Accuracy
 BJ2463;SPC LA S     -   217,490.      959,050.      MT  (+/- 180 meters Scaled)
 BJ2463
 BJ2463                          SUPERSEDED SURVEY CONTROL
 BJ2463
 BJ2463  NGVD 29 (??/??/??)    8.783  (m)           28.82   (f) ADJUSTED    ?  
 BJ2463
 BJ2463.Superseded values are not recommended for survey control.
 BJ2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2463.See file dsdata.txt to determine how the superseded data were derived.
 BJ2463
 BJ2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP190705(NAD 83)
 BJ2463_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2463_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2463_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2463
 BJ2463  HISTORY     - Date     Condition        Report By
 BJ2463  HISTORY     - UNK      MONUMENTED       DOD
 BJ2463  HISTORY     - 1936     GOOD             DOD
 BJ2463
 BJ2463                          STATION DESCRIPTION
 BJ2463
 BJ2463'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2463'5.8 MI S FROM KROTZ SPRINGS.
 BJ2463'5.8 MILES SOUTH ALONG THE LEVEE FROM THE MISSOURI PACIFIC RAILWAY
 BJ2463'STATION AT KROTZ SPRINGS, SAINT LANDRY PARISH, ABOUT 3/4 MILE SOUTH OF
 BJ2463'THE MOUTH OF A SMALL BAYOU FLOWING INTO BAYOU COURTABLEAU FROM THE
 BJ2463'NORTHEAST, IN THE NE1/4 SEC. 9, T. 7 S., R. 7 E., 528.02 FEET
 BJ2463'SOUTHWEST OF LEVEE STATION 2714+03.45, ON THE WEST BANK OF ATCHAFALAYA
 BJ2463'RIVER, ON THE NORTHEAST BANK OF BAYOU COURTABLEAU, DIRECTLY ACROSS THE
 BJ2463'BAYOU FROM THE UPPER END OF THE LOWER FORK OF LITTLE FORDOCHE BAYOU,
 BJ2463'IN A WILLOW AND COTTONWOOD THICKET, ABOUT 225 FEET NORTHEAST OF THE
 BJ2463'NORTHEAST BANK OF THE BAYOU FROM A POINT ABOUT 1.3 MILES NORTH OF THE
 BJ2463'CONFLUENCE OF THE BAYOU AND THE RIVER, 12 FEET NORTHEAST OF A 12-INCH
 BJ2463'COTTONWOOD TREE, 11 FEET NORTHWEST OF A 6-INCH COTTONWOOD TREE, AND 8
 BJ2463'FEET SOUTHWEST OF A 10-INCH WILLOW TREE.  AN IRON PIPE PROJECTING
 BJ2463'ABOUT 1 FOOT ABOVE THE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 BJ2463'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8814 ***********************************************************************
 AE8814  DESIGNATION -  TATE RM 1
 AE8814  PID         -  AE8814
 AE8814  STATE/COUNTY-  LA/EVANGELINE
 AE8814  USGS QUAD   -  TATE COVE (1992)
 AE8814
 AE8814                         *CURRENT SURVEY CONTROL
 AE8814  ___________________________________________________________________
 AE8814* NAD 83(1986)-  30 43 38.     (N)    092 13 47.     (W)     SCALED    
 AE8814* NAVD 88     -        22.34   (+/-2cm)      73.3    (feet)  VERTCON   
 AE8814  ___________________________________________________________________
 AE8814  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AE8814
 AE8814  VERT ORDER  -  SECOND    CLASS I (See Below)
 AE8814
 AE8814.The horizontal coordinates were scaled from a topographic map and have
 AE8814.an estimated accuracy of +/- 6 seconds.
 AE8814
 AE8814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8814.The vertical order pertains to the NGVD 29 superseded value.
 AE8814
 AE8814.The geoid height was determined by GEOID03.
 AE8814
 AE8814;                    North         East    Units  Estimated Accuracy
 AE8814;SPC LA S     -   247,220.      914,150.      MT  (+/- 180 meters Scaled)
 AE8814
 AE8814                          SUPERSEDED SURVEY CONTROL
 AE8814
 AE8814  NGVD 29 (12/01/98)   22.306  (m)           73.18   (f) ADJUSTED    2 1
 AE8814
 AE8814.Superseded values are not recommended for survey control.
 AE8814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8814.See file dsdata.txt to determine how the superseded data were derived.
 AE8814
 AE8814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP737996(NAD 83)
 AE8814_MARKER: DD = SURVEY DISK
 AE8814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8814_STAMPING: TATE R.M. NO. 1 1969
 AE8814_MARK LOGO: LADH  
 AE8814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8814+STABILITY: SURFACE MOTION
 AE8814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8814+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1996
 AE8814
 AE8814  HISTORY     - Date     Condition        Report By
 AE8814  HISTORY     - 1969     MONUMENTED       LADH
 AE8814  HISTORY     - 19960305 GOOD             LADTD
 AE8814
 AE8814                          STATION DESCRIPTION
 AE8814
 AE8814'DESCRIBED BY LA TRANSP AND DEV 1996 (TLH)
 AE8814'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF VILLE
 AE8814'PLATTE, 12.0 MI (19.3 KM) SOUTHEAST OF TURKEY CREEK AND 13.0 MI (20.9
 AE8814'KM) NORTHWEST OF OPELOUSAS.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AE8814'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AE8814'OF STATE HIGHWAYS 29 AND 1171 JUST NORTH OF VILLE PLATTE, GO EAST THEN
 AE8814'NORTH FOR 3.35 MI (5.39 KM) OF HIGHWAY 29 TO THE JUNCTION WITH STATE
 AE8814'HIGHWAY 3247 AND THE STATION SET ON THE LEFT. THE STATION IS 107.0 FT
 AE8814'(32.6 M) SOUTH-SOUTHWEST FROM THE CENTER OF HIGHWAY 3247, 44.0 FT
 AE8814'(13.4 M) WEST-NORTHWEST FROM THE CENTER OF HIGHWAY 29, 37.5 FT (11.4
 AE8814'M) SOUTH FROM STATION TATE, 5.5 FT (1.7 M) NORTH FROM A RIGHT-OF-WAY
 AE8814'MARKER, 2.5 FT (0.8 M) EAST-NORTHEAST FROM A FENCE, FLUSH WITH THE
 AE8814'GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 AE8814'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3372 ***********************************************************************
 BJ3372  DESIGNATION -  TAYLOR
 BJ3372  PID         -  BJ3372
 BJ3372  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3372  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3372
 BJ3372                         *CURRENT SURVEY CONTROL
 BJ3372  ___________________________________________________________________
 BJ3372* NAD 83(1992)-  30 31 28.18937(N)    091 08 33.94674(W)     ADJUSTED  
 BJ3372* NAVD 88     -        20.452  (meters)      67.10   (feet)  ADJUSTED  
 BJ3372  ___________________________________________________________________
 BJ3372  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ3372  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3372  DYNAMIC HT  -          20.426 (meters)      67.01  (feet)  COMP
 BJ3372  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ3372
 BJ3372  HORZ ORDER  -  SECOND
 BJ3372  VERT ORDER  -  SECOND    CLASS I
 BJ3372
 BJ3372.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ3372
 BJ3372.The horizontal coordinates were established by classical geodetic methods
 BJ3372.and adjusted by the National Geodetic Survey in January 1993..
 BJ3372
 BJ3372.The orthometric height was determined by differential leveling
 BJ3372.and adjusted by the National Geodetic Survey in February 1994..
 BJ3372
 BJ3372.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3372
 BJ3372.The geoid height was determined by GEOID03.
 BJ3372
 BJ3372.The dynamic height is computed by dividing the NAVD 88
 BJ3372.geopotential number by the normal gravity value computed on the
 BJ3372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3372.degrees latitude (g = 980.6199 gals.).
 BJ3372
 BJ3372.The modeled gravity was interpolated from observed gravity values.
 BJ3372
 BJ3372;                    North         East     Units Scale Factor Converg.
 BJ3372;SPC LA S     -   224,422.214 1,018,289.358   MT  0.99996737   +0 05 43.0
 BJ3372;SPC LA S     -   736,291.88  3,340,837.67   sFT  0.99996737   +0 05 43.0
 BJ3372;UTM  15      - 3,378,373.376   678,191.985   MT  0.99999172   +0 56 36.8
 BJ3372
 BJ3372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3372!SPC LA S     -   1.00000106  x   0.99996737  =   0.99996843
 BJ3372!UTM  15      -   1.00000106  x   0.99999172  =   0.99999278
 BJ3372
 BJ3372|---------------------------------------------------------------------|
 BJ3372| PID    Reference Object                     Distance      Geod. Az  |
 BJ3372|                                                           dddmmss.s |
 BJ3372| BJ3371 TAYLOR RM 1                          21.328 METERS 24051     |
 BJ3372| BJ4756 BATON ROUGE RYAN AIRPORT TANK       APPROX. 1.8 KM 2885857.7 |
 BJ3372| BJ3373 TAYLOR RM 2                          13.442 METERS 31400     |
 BJ3372| CW1539 TAYLOR RM 3                                        3454547.6 |
 BJ3372| CW1538 TAYLOR AZ MK                                       3554514.0 |
 BJ3372|---------------------------------------------------------------------|
 BJ3372
 BJ3372                          SUPERSEDED SURVEY CONTROL
 BJ3372
 BJ3372  NAD 83(1986)-  30 31 28.20747(N)    091 08 33.94420(W) AD(       ) 2
 BJ3372  NAD 27      -  30 31 27.52860(N)    091 08 33.55846(W) AD(       ) 2
 BJ3372  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 BJ3372
 BJ3372.Superseded values are not recommended for survey control.
 BJ3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3372.See file dsdata.txt to determine how the superseded data were derived.
 BJ3372
 BJ3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7819278373(NAD 83)
 BJ3372_MARKER: DE = TRAVERSE STATION DISK
 BJ3372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3372_SP_SET: CONCRETE POST
 BJ3372_STAMPING: TAYLOR 1970
 BJ3372_MARK LOGO: LADH  
 BJ3372_PROJECTION: FLUSH
 BJ3372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3372+STABILITY: SURFACE MOTION
 BJ3372
 BJ3372  HISTORY     - Date     Condition        Report By
 BJ3372  HISTORY     - 1970     MONUMENTED       LADH
 BJ3372  HISTORY     - 1975     GOOD             NGS
 BJ3372  HISTORY     - 1983     GOOD             LADTD
 BJ3372  HISTORY     - 1987     GOOD             LA-033
 BJ3372  HISTORY     - 19920615 GOOD             NGS
 BJ3372
 BJ3372                          STATION DESCRIPTION
 BJ3372
 BJ3372'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ3372'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF SCOTLANDVILLE, 6 MILES
 BJ3372'NORTH-NORTHEAST OF DOWNTOWN BATON ROUGE, ACROSS THE HIGHWAY FROM THE
 BJ3372'SOUTHEAST END OF THE SOUTHEAST-NORTHWEST RUNWAY OF RYAN AIRPORT
 BJ3372'NEAR THE INSTRUMENT APPROACH FACILITY IN THE SOUTHEAST QUARTER OF
 BJ3372'SECTION 90, T6S-R1E AND ON THE PROPERTY OF RYAN AIRPORT.
 BJ3372'
 BJ3372'TO REACH THE STATION FROM THE U. S. HIGHWAY 190 - STATE HIGHWAY 67
 BJ3372'(PLANK ROAD) INTERCHANGE, DRIVE NORTH ALONG STATE HIGHWAY 67 FOR
 BJ3372'1.1 MILES TO THE INTERSECTION WITH STATE HIGHWAY 408 ON THE RIGHT
 BJ3372'AND LEADING EAST.  THE STATION IS SET IN THE NORTHEAST QUADRANT OF
 BJ3372'THE INTERSECTION NEAR A BUILDING PAINTED IN RED AND WHITE CHECKS.
 BJ3372'
 BJ3372'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG STATE
 BJ3372'HIGHWAY 67 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE RIGHT AND
 BJ3372'EAST OF THE HIGHWAY NEAR A ROAD LEADING EAST.
 BJ3372'
 BJ3372'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3372'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3372'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3372'STAMPED TAYLOR 1970.  IT IS 136 FEET NORTH-NORTHWEST OF THE CENTER OF
 BJ3372'STATE HIGHWAY 408, 45 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A
 BJ3372'FENCE AROUND A BUILDING PAINTED IN RED AND WHITE CHECKS, 11 FEET
 BJ3372'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE SAME FENCE, 2 FEET
 BJ3372'SOUTHWEST OF THE SAME FENCE AND 2 FEET SOUTHWEST OF A METAL WITNESS
 BJ3372'POST.
 BJ3372'
 BJ3372'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3372'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3372'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3372'STAMPED TAYLOR RM 1 1970.  IT IS 115 FEET NORTH-NORTHWEST OF THE
 BJ3372'CENTER OF STATE HIGHWAY 408, 76 FEET WEST-SOUTHWEST OF THE
 BJ3372'SOUTHWEST CORNER OF A FENCE, 73 FEET SOUTH-SOUTHWEST OF THE
 BJ3372'NORTHWEST CORNER OF A FENCE, 71 FEET SOUTHWEST OF A METAL WITNESS
 BJ3372'POST AND 69 FEET SOUTHWEST OF A FENCE.
 BJ3372'
 BJ3372'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3372'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3372'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3372'STAMPED TAYLOR RM 2 1970.  IT IS 180 FEET NORTH-NORTHWEST OF THE
 BJ3372'CENTER OF STATE HIGHWAY 408, 54 FEET NORTHWEST OF THE SOUTHWEST
 BJ3372'CORNER OF A FENCE, 44 FEET NORTHWEST OF A METAL WITNESS POST AND 2
 BJ3372'FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE.
 BJ3372'
 BJ3372'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ3372'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ3372'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ3372'STAMPED TAYLOR AZ MK 1970.  IT IS 145 FEET NORTH-NORTHEAST OF A
 BJ3372'CULVERT UNDER A DRIVEWAY TO A VACANT LOT, 40 FEET
 BJ3372'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 67 (PLANK ROAD),
 BJ3372'33 FEET SOUTH-SOUTHWEST OF THE CENTER OF MARTIN ROAD, 71 FEET
 BJ3372'SOUTHWEST OF A 12 INCH PINE TREE AND 2 FEET EAST OF A METAL
 BJ3372'WITNESS POST.
 BJ3372'
 BJ3372'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ3372
 BJ3372                          STATION RECOVERY (1975)
 BJ3372
 BJ3372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BJ3372'THE STATION WAS VISITED 2-20-75 AND ALL MARKS WERE FOUND IN GOOD
 BJ3372'CONDITION.  THE AZIMUTH MARK WAS MOVED AT THIS DATE DUE TO ROAD
 BJ3372'CONSTRUCTION IN THE AREA.  A NEW AZIMUTH MARK (R.M. NO. 3) WAS SET
 BJ3372'ON THE AIRPORT PROPERTY.  THE DISTANCE AND DIRECTIONS TO THE
 BJ3372'REFERENCE MARKS CHECKED SATISFACTORILY AT THIS DATE.  A NEW
 BJ3372'DESCRIPTION FOLLOWS--
 BJ3372'
 BJ3372'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF SCOTLANDVILLE, 6 MILES
 BJ3372'NORTH OF DOWNTOWN BATON ROUGE, ACROSS THE STATE HIGHWAY 67 FROM THE
 BJ3372'SOUTHEAST CORNER OF THE RYAN AIRPORT, NEAR THE RED AND WHITE HOUSE
 BJ3372'WHICH CONTAINS THE ELECTRICAL EQUIPMENT FOR THE INSTRUMENT
 BJ3372'APPROACH FACILITIES, ON PROPERTY OF THE RYAN AIRPORT, IN THE
 BJ3372'NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 408 AND STATE
 BJ3372'HIGHWAY 67.  IT IS 136 FEET NORTH OF THE CENTER OF STATE HIGHWAY 408,
 BJ3372'29.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 BJ3372'THE FOUNDATION OF THE RED AND WHITE PAINTED BUILDING, 15.5 FEET
 BJ3372'EAST OF THE PROJECTED PLANE OF THE WEST SIDE OF THE BUILDING, 10
 BJ3372'FEET WEST OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE BUILDING, 8
 BJ3372'FEET SOUTHWEST OF THE PROJECTED CENTERLINE OF
 BJ3372'NORTHWEST-SOUTHWEST RUNWAY OF THE AIRPORT AND 23 FEET NORTH OF THE
 BJ3372'PROJECTED CENTERLINE OF THE BLACKTOP ROAD LEADING WEST FROM STATE
 BJ3372'HIGHWAY 67.  IT IS A USC AND GS AND STATE SURVEY DISK SET IN THE
 BJ3372'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BJ3372'
 BJ3372'REFERENCE MARK NO. 1 IS 69.98 FEET SOUTHEAST OF THE STATION 114 FEET
 BJ3372'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RED AND WHITE
 BJ3372'BUILDING AND 5 FEET WEST OF THE PROJECTED PLAIN OF THE WEST WALL OF
 BJ3372'THE BUILDING.  IT IS A REFERENCE MARK DISK STAMPED TAYLOR NO
 BJ3372'1 1970 FLUSH.
 BJ3372'
 BJ3372'REFERENCE MARK NO. 2 IS 44.10 FEET SOUTHWEST OF THE STATION, 55 FEET
 BJ3372'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 28.8 FEET WEST OF
 BJ3372'THE PROJECTED PLANE OF THE WEST SIDE OF THE BUILDING AND 2 FEET
 BJ3372'SOUTH OF THE SOUTHWEST CORNER OF THE FENCE.  IT IS A REFERENCE MARK
 BJ3372'DISK STAMPED TAYLOR NO 2 1970, FLUSH WITH THE GROUND.
 BJ3372'
 BJ3372'THE AZIMUTH MARK IS 0.8 MILES NNW OF THE STATION ON AIRPORT PROPERTY,
 BJ3372'AT THE TY COBB FLYING SERVICE, AT THE SOUTHEAST CORNER OF THE
 BJ3372'PARKING AREA IN THE FRONT (EAST OF THE ADMINISTRATION BUILDING, 2
 BJ3372'FEET NORTH AND 2 FEET WEST OF THE EDGES OF THE PARKING LOT, 92 FEET
 BJ3372'ESE OF THE SOUTHEAST CORNER OF THE BRICK ADMINISTRATION BUILDING,
 BJ3372'4 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 BJ3372'BUILDING, 29 FEET EAST OF THE CENTER OF THE CIRCLE DRIVE, 117 FEET
 BJ3372'SOUTH OF A POWER POLE WITH TWO TRANSFORMERS, 41 FEET EAST OF A
 BJ3372'FENCE CORNER, 52 FEET WEST OF A POWER POLE IN THE CIRCLE DRIVE.
 BJ3372'IT IS A REFERENCE MARK DISK STAMPED TAYLOR LDH 1970 NO 3 1975 AZ.
 BJ3372'SET IN A DRILL HOLE IN THE PARKING LOT.
 BJ3372'
 BJ3372'TO REACH THE STATION FROM THE INTERCHANGE AT U.S. HIGHWAY 190 AND
 BJ3372'STATE HIGHWAY 67 (PLANK ROAD) GO NORTH ON STATE HIGHWAY 67 FOR 1.1
 BJ3372'MILES TO THE INTERSECTION WITH STATE HIGHWAY 408 AND THE STATION IN
 BJ3372'THE NORTHEAST ANGLE OF THE INTERSECTION, CONTINUE NORTH FOR 0.65
 BJ3372'MILE ON STATE HIGHWAY 67 TO A SIDE ROAD LEFT TO THE AIRPORT, TURN
 BJ3372'LEFT AND GO 0.2 MILES TO A CIRCLE DRIVE IN THE FRONT OF THE TY COBB
 BJ3372'FLYING SERVICE AND THE MARK ON THE RIGHT.
 BJ3372'
 BJ3372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILE N. OF BATON
 BJ3372'ROUGE.
 BJ3372
 BJ3372                          STATION RECOVERY (1983)
 BJ3372
 BJ3372'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ3372'4 KM (2.5 MI) EAST FROM SCOTLANDVILLE.
 BJ3372'ABOUT 1.8 KM (1.1 MILES) NORTH ALONG STATE HIGHWAY 67 FROM THE
 BJ3372'JUNCTION WITH U S HIGHWAY 190 TO THE SOUTHEAST CORNER OF RYAN AIRPORT
 BJ3372'WITH THE BENCH MARK ON THE RIGHT NEAR THE INSTRUMENT APPROACH FACILITY
 BJ3372'BUILDING PAINTED RED AND WHITE.  41.5 METERS (136 FEET)
 BJ3372'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 408, 15.1 METERS (49.5
 BJ3372'FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A RED AND WHITE BUILDING,
 BJ3372'13.7 METERS (45 FEET) SOUTHEAST OF THE NORTHWEST CORNER OF A FENCE
 BJ3372'AROUND THE RED AND WHITE BUILDING, 9.1 METERS (30 FEET) WEST-SOUTHWEST
 BJ3372'OF THE SOUTHEAST CORNER OF RED AND WHITE BUILDING, 3.4 METERS (11
 BJ3372'FEET) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF SAME FENCE, 0.6 METER
 BJ3372'(2 FEET) SOUTHWEST OF THE FENCE.
 BJ3372'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BJ3372'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 408.
 BJ3372
 BJ3372                          STATION RECOVERY (1987)
 BJ3372
 BJ3372'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3372'RECOVERED IN GOOD CONDITION.
 BJ3372
 BJ3372                          STATION RECOVERY (1992)
 BJ3372
 BJ3372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ3372'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE AIRPORT ACROSS
 BJ3372'PLANK ROAD AND AT AN OLD LOCALIZER EQUIPMENT BUILDING WHICH IS STILL
 BJ3372'MAINTAINED BY FAA.  IT IS ABOUT 1200 FT (365.8 M) SOUTHEAST OF THE CL
 BJ3372'END OF RWY 31 AND JUST OUTSIDE THE BARBED WIRE FENCE AROUND THE
 BJ3372'BUILDINGS.  IT IS 44.5 FT (13.6 M) SOUTHEAST OF THE WEST FENCE CORNER
 BJ3372'AND 10.0 FT (3.0 M) NORTHWEST OF THE SOUTH CORNER AND 2 FT (0.6 M)
 BJ3372'SOUTHWEST OF THE FENCE LINE.  IT IS 70.0 FT (21.3 M) NORTHEAST OF RM 1
 BJ3372'AND 44.1 FT (13.4 M) SOUTHEAST OF RM 2 (WHICH IS SET ADJACENT TO THE
 BJ3372'WEST FENCE CORNER) .  IT IS A USCGS AND LA DEPT OF HIGHWAYS DISK
 BJ3372'STAMPED TAYLOR 1970, AND SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 BJ3372'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2555 ***********************************************************************
 BX2555  DESIGNATION -  TAYLOR
 BX2555  PID         -  BX2555
 BX2555  STATE/COUNTY-  LA/CALDWELL
 BX2555  USGS QUAD   -  OLLA EAST (1984)
 BX2555
 BX2555                         *CURRENT SURVEY CONTROL
 BX2555  ___________________________________________________________________
 BX2555* NAD 83(1992)-  31 56 40.29475(N)    092 11 55.36534(W)     ADJUSTED  
 BX2555* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 BX2555  ___________________________________________________________________
 BX2555  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BX2555  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX2555
 BX2555  HORZ ORDER  -  FIRST
 BX2555
 BX2555.The horizontal coordinates were established by classical geodetic methods
 BX2555.and adjusted by the National Geodetic Survey in January 1993..
 BX2555
 BX2555.The orthometric height was scaled from a topographic map.
 BX2555
 BX2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2555
 BX2555.The geoid height was determined by GEOID03.
 BX2555
 BX2555;                    North         East     Units Scale Factor Converg.
 BX2555;SPC LA N     -   160,201.269 1,028,484.259   MT  0.99991485   +0 09 33.4
 BX2555;SPC LA N     -   525,593.66  3,374,285.44   sFT  0.99991485   +0 09 33.4
 BX2555;UTM  15      - 3,534,567.083   575,732.506   MT  0.99967073   +0 25 26.3
 BX2555
 BX2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2555!SPC LA N     -   0.99999366  x   0.99991485  =   0.99990851
 BX2555!UTM  15      -   0.99999366  x   0.99967073  =   0.99966439
 BX2555
 BX2555:                Primary Azimuth Mark                     Grid Az
 BX2555:SPC LA N     -  TAYLOR AZ MK                             002 05 22.1
 BX2555:UTM  15      -  TAYLOR AZ MK                             001 49 29.2
 BX2555
 BX2555|---------------------------------------------------------------------|
 BX2555| PID    Reference Object                     Distance      Geod. Az  |
 BX2555|                                                           dddmmss.s |
 BX2555| CY5661 TAYLOR AZ MK                                       0021455.5 |
 BX2555| CY5662 TAYLOR RM 1                          28.229 METERS 01402     |
 BX2555| CQ2787 CLARKS MUNICIPAL TANK               APPROX.11.0 KM 0293216.6 |
 BX2555| CY5663 TAYLOR RM 2                          40.318 METERS 15428     |
 BX2555| BX2556 OLLA MUNICIPAL TANK                 APPROX. 6.4 KM 2232225.2 |
 BX2555|---------------------------------------------------------------------|
 BX2555
 BX2555                          SUPERSEDED SURVEY CONTROL
 BX2555
 BX2555  NAD 83(1986)-  31 56 40.30936(N)    092 11 55.35768(W) AD(       ) 1
 BX2555  NAD 27      -  31 56 39.72327(N)    092 11 54.86010(W) AD(       ) 1
 BX2555
 BX2555.Superseded values are not recommended for survey control.
 BX2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2555.See file dsdata.txt to determine how the superseded data were derived.
 BX2555
 BX2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR7573334567(NAD 83)
 BX2555_MARKER: DS = TRIANGULATION STATION DISK
 BX2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2555
 BX2555  HISTORY     - Date     Condition        Report By
 BX2555  HISTORY     - 1941     MONUMENTED       CGS
 BX2555  HISTORY     - 1967     POOR             LOCSUR
 BX2555
 BX2555                          STATION DESCRIPTION
 BX2555
 BX2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2555'STATION IS ABOUT 3-1/2 MILES SW OF THE VILLAGE OF KELLY,
 BX2555'ON LAND OWNED BY THE SOUTHERN CRAFT CORPORATION.  IT IS 18-1/2
 BX2555'FEET SW OF THE CENTER LINE OF GRADED DIRT ROAD, 35 FEET N
 BX2555'OF WOODS TRUCK TRAIL, 40 FEET NNW OF A 14-INCH TRIANGULAR-BLAZED
 BX2555'OAK TREE AND 5 FEET E OF A WHITE REFERENCE POST.  IT IS STAMPED
 BX2555'TAYLOR 1941 AND PROJECTS ABOUT 6 INCHES.
 BX2555'
 BX2555'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BX2555'BRONZE DISKS SET IN CONCRETE.
 BX2555'
 BX2555'REFERENCE MARK NO. 1 IS ACROSS DIRT ROAD 15 FEET E OF THE
 BX2555'CENTER LINE.  IT IS STAMPED TAYLOR NO. 1 1941 AND PROJECTS
 BX2555'ABOUT 4 INCHES.
 BX2555'
 BX2555'REFERENCE MARK NO. 2 IS ACROSS DIRT ROAD 15 FEET E OF THE
 BX2555'CENTER LINE.  IT IS STAMPED TAYLOR NO. 2 1941 AND PROJECTS
 BX2555'ABOUT 4 INCHES.
 BX2555'
 BX2555'AZIMUTH MARK IS 14 FEET W OF THE CENTER LINE OF DIRT ROAD
 BX2555'AND 1-1/2 FEET E OF WHITE REFERENCE POST.  IT IS STAMPED
 BX2555'TAYLOR 1941 AND PROJECTS ABOUT 3 INCHES.
 BX2555'
 BX2555'TO REACH THE STATION FROM KELLY, GO SW ON U.S. HIGHWAY 165
 BX2555'FOR 3.24 MILES TO GRADED DIRT ROAD ON THE RIGHT.  TURN RIGHT
 BX2555'ON GRADED DIRT ROAD AND GO 0.5 MILE TO THE HIGHEST POINT
 BX2555'ON RIDGE AND STATION ON LEFT SIDE OF ROAD.  A WOODS TRAIL
 BX2555'LEADS OFF TO THE LEFT FROM DIRT ROAD ABOUT 100 FEET BEFORE
 BX2555'REACHING STATION SITE.  CONTINUE ON DIRT ROAD FOR 0.25 MILE
 BX2555'TO AZIMUTH MARK ON THE LEFT SIDE OF ROAD.
 BX2555'
 BX2555'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX2555
 BX2555                          STATION RECOVERY (1967)
 BX2555
 BX2555'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 BX2555'RECOVERED BY M.T. KENT AND ASSOC.
 BX2555'
 BX2555'STATION, REFERENCE MARK 1 AND 2 FOUND LYING ON TOP OF GROUND.
 BX2555'MARKS HIT BY ROAD GRADER.
 BX2555'
 BX2555'THE STATION IS IN SECTION 7, T11N-R3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2855 ***********************************************************************
 AU2855  DESIGNATION -  TAYLOR
 AU2855  PID         -  AU2855
 AU2855  STATE/COUNTY-  LA/LAFOURCHE
 AU2855  USGS QUAD   -  GHEENS (1979)
 AU2855
 AU2855                         *CURRENT SURVEY CONTROL
 AU2855  ___________________________________________________________________
 AU2855* NAD 83(1992)-  29 40 17.30337(N)    090 23 42.13296(W)     ADJUSTED  
 AU2855* NAVD 88     -         0.0  **(meters)       0.   **(feet)  VERTCON   
 AU2855  **This station is located in a subsidence area (see below).
 AU2855  ___________________________________________________________________
 AU2855  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2855  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AU2855
 AU2855  HORZ ORDER  -  FIRST
 AU2855
 AU2855.The horizontal coordinates were established by classical geodetic methods
 AU2855.and adjusted by the National Geodetic Survey in January 1993..
 AU2855
 AU2855 ** The orthometric height has not been validated since last determined
 AU2855 ** by differential leveling and should not be used for control purposes.
 AU2855 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2855 ** area with valid NAVD 88 orthometric heights.
 AU2855 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2855 ** epoch indicated which incorporates improved geoid heights for the
 AU2855 ** Southern Louisiana Subsidence area.
 AU2855 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2855.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2855
 AU2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2855
 AU2855.The geoid height was determined by GEOID03.
 AU2855
 AU2855;                    North         East     Units Scale Factor Converg.
 AU2855;SPC LA S     -   130,223.671 1,090,823.169   MT  0.99994216   +0 28 09.0
 AU2855;SPC LA S     -   427,242.16  3,578,809.01   sFT  0.99994216   +0 28 09.0
 AU2855;UTM  15      - 3,285,221.123   752,110.679   MT  1.00038431   +1 17 24.7
 AU2855
 AU2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2855!SPC LA S     -   1.00000398  x   0.99994216  =   0.99994614
 AU2855!UTM  15      -   1.00000398  x   1.00038431  =   1.00038829
 AU2855
 AU2855|---------------------------------------------------------------------|
 AU2855| PID    Reference Object                     Distance      Geod. Az  |
 AU2855|                                                           dddmmss.s |
 AU2855| DD8140 TAYLOR RM 1                          53.218 METERS 02149     |
 AU2855| DD8142 TAYLOR RM 3                                        1242432.7 |
 AU2855| DD8141 TAYLOR RM 2                          36.820 METERS 29632     |
 AU2855|---------------------------------------------------------------------|
 AU2855
 AU2855                          SUPERSEDED SURVEY CONTROL
 AU2855
 AU2855  NAD 83(1986)-  29 40 17.32047(N)    090 23 42.13552(W) AD(       ) 1
 AU2855  NAD 27      -  29 40 16.55385(N)    090 23 41.84105(W) AD(       ) 1
 AU2855  NGVD 29 (07/19/86)    0.1    (m)            0.     (f) VERT ANG       
 AU2855
 AU2855.Superseded values are not recommended for survey control.
 AU2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2855.See file dsdata.txt to determine how the superseded data were derived.
 AU2855
 AU2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5211185221(NAD 83)
 AU2855_MARKER: DS = TRIANGULATION STATION DISK
 AU2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2855_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2855
 AU2855  HISTORY     - Date     Condition        Report By
 AU2855  HISTORY     - 1972     MONUMENTED       NGS
 AU2855
 AU2855                          STATION DESCRIPTION
 AU2855
 AU2855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2855'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO POST ON LINE.
 AU2855'
 AU2855'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH OF LAROSE, 7.0 MILES
 AU2855'EAST-NORTHEAST OF LOCKPORT, 4.0 MILES EAST OF GHEENS AND ON PROPERTY
 AU2855'OWNED BY THE GOLDEN RANCH PLANTATION.  PERMISSION TO BUILD THE
 AU2855'STATION WAS GRANTED BY MR. WILMOTH TAYLOR MANAGER OF THE RANCH,
 AU2855'ADDRESS--GHEENS LA. 70355.
 AU2855'
 AU2855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU2855'HIGHWAY 308 IN RACELAND, GO SOUTHERLY ON STATE HIGHWAY 308 FOR 3.9
 AU2855'MILES TO A CROSSROAD, CONTINUE SOUTH ON HIGHWAY 308 FOR 1.05 MILES
 AU2855'TO THE JUNCTION OF STATE HIGHWAY 654.  TURN LEFT ON HIGHWAY 654 AND
 AU2855'GO EASTERLY ON HIGHWAY 654 FOR 5.45 MILES TO A CANAL, CROSS CANAL
 AU2855'AND CONTINUE EASTERLY ON HIGHWAY 654 FOR 2.65 MILES TO A CATTLE
 AU2855'GUARD, CONTINUE EASTERLY ON HIGHWAY 654 FOR 0.25 MILE TO THE END
 AU2855'OF THE BLACKTOP AND A CANAL.  CONTINUE EASTERLY ON SHELL AND
 AU2855'TRACK ROAD PASSING THROUGH 5 GATES FOR 2.4 MILES TO THE STATION
 AU2855'ON THE RIGHT.  CONTINUE SOUTHERLY ON TRACK ROAD CROSSING CANAL FOR
 AU2855'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AU2855'
 AU2855'STATION MARKS ARE STANDARD DISKS STAMPED TAYLOR 1972.  THE SURFACE
 AU2855'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2855'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 84 FEET SOUTHEAST OF A
 AU2855'16-INCH WILLOW TREE, 45 FEET WEST OF A CYPRESS TREE AND 39 FEET
 AU2855'WEST OF THE BAYOU.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 AU2855'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AU2855'
 AU2855'REFERENCE MARK 1, A STANDARD DISK STAMPED TAYLOR NO 1 1972, IS SET IN
 AU2855'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2855'WITH THE GROUND SURFACE.  IT IS 19.5 FEET EAST OF THE CENTER OF THE
 AU2855'TRACK ROAD, 14.5 FEET EAST OF A 10 X 10 INCH POST, 13.5 FEET WEST
 AU2855'OF A 5-INCH TREE AND 1 FOOT NORTH OF A FENCE.
 AU2855'
 AU2855'REFERENCE MARK 2, A STANDARD DISK STAMPED TAYLOR NO 2 1972, IS SET IN
 AU2855'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AU2855'WITH THE GROUND SURFACE.  IT IS 45 FEET WEST OF THE WILLOW TREE AND
 AU2855'15 FEET EAST OF A SMALL THORN TREE.
 AU2855'
 AU2855'REFERENCE MARK 3 (AZIMUTH MARK), A STANDARD DISK STAMPED TAYLOR NO 3
 AU2855'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU2855'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 8 FEET
 AU2855'NORTH-NORTHEAST OF THE CENTER OF THE TRACK ROAD AND 2 FEET
 AU2855'NORTHWEST OF A METAL WITNESS POST.
 AU2855'
 AU2855'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3135 ***********************************************************************
 CQ3135  DESIGNATION -  TAYLOR
 CQ3135  PID         -  CQ3135
 CQ3135  STATE/COUNTY-  LA/BOSSIER
 CQ3135  USGS QUAD   -  SLIGO (1980)
 CQ3135
 CQ3135                         *CURRENT SURVEY CONTROL
 CQ3135  ___________________________________________________________________
 CQ3135* NAD 83(1992)-  32 23 15.27401(N)    093 35 49.05579(W)     ADJUSTED  
 CQ3135* NAVD 88     -        47.4    (meters)     156.     (feet)  VERTCON   
 CQ3135  ___________________________________________________________________
 CQ3135  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ3135  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3135
 CQ3135  HORZ ORDER  -  SECOND
 CQ3135
 CQ3135.The horizontal coordinates were established by classical geodetic methods
 CQ3135.and adjusted by the National Geodetic Survey in January 1993..
 CQ3135
 CQ3135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3135
 CQ3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3135
 CQ3135.The geoid height was determined by GEOID03.
 CQ3135
 CQ3135;                    North         East     Units Scale Factor Converg.
 CQ3135;SPC LA N     -   209,810.098   896,790.310   MT  0.99994826   -0 34 47.9
 CQ3135;SPC LA N     -   688,351.96  2,942,219.54   sFT  0.99994826   -0 34 47.9
 CQ3135;UTM  15      - 3,583,553.577   443,851.985   MT  0.99963888   -0 19 11.2
 CQ3135
 CQ3135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3135!SPC LA N     -   0.99999663  x   0.99994826  =   0.99994489
 CQ3135!UTM  15      -   0.99999663  x   0.99963888  =   0.99963551
 CQ3135
 CQ3135|---------------------------------------------------------------------|
 CQ3135| PID    Reference Object                     Distance      Geod. Az  |
 CQ3135|                                                           dddmmss.s |
 CQ3135| CX6372 TAYLOR RM 2                          10.575 METERS 00402     |
 CQ3135| CQ3134 TAYLOR RM 1                          24.744 METERS 11339     |
 CQ3135| CX6370 TAYLOR AZ MK                                       1315929.4 |
 CQ3135| CX6371 TAYLOR AZ MK 2                                     3124923.4 |
 CQ3135|---------------------------------------------------------------------|
 CQ3135
 CQ3135                          SUPERSEDED SURVEY CONTROL
 CQ3135
 CQ3135  NAD 83(1986)-  32 23 15.28566(N)    093 35 49.04774(W) AD(       ) 2
 CQ3135  NAD 27      -  32 23 14.72752(N)    093 35 48.41194(W) AD(       ) 2
 CQ3135  NGVD 29 (07/19/86)   47.5    (m)          156.     (f) VERT ANG       
 CQ3135
 CQ3135.Superseded values are not recommended for survey control.
 CQ3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3135.See file dsdata.txt to determine how the superseded data were derived.
 CQ3135
 CQ3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4385283554(NAD 83)
 CQ3135_MARKER: DD = SURVEY DISK
 CQ3135_SETTING: 0 = UNSPECIFIED SETTING
 CQ3135
 CQ3135  HISTORY     - Date     Condition        Report By
 CQ3135  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3135  HISTORY     - 1976     GOOD             LOCENG
 CQ3135  HISTORY     - 20020511 MARK NOT FOUND   USPSQD
 CQ3135
 CQ3135                          STATION DESCRIPTION
 CQ3135
 CQ3135'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3135'THE STATION IS LOCATED 7.35 MILES SOUTH OF BOSSIER CITY LIMITS AND
 CQ3135'APPROXIMATELY 300 FEET NORTH OF JUNCTION LA 527 - U.S. HIGHWAY
 CQ3135'71 TAYLORTOWN, AND ON PROPERTY OWNED BY LOUISIANA AND ARKANSAS
 CQ3135'RAILROAD.  IT IS 1.40 FEET NORTHEAST OF WITNESS POST AND SIGN,
 CQ3135'18.30 FEET NORTHEAST OF EAST RAIL ON THE LOUISIANA AND ARKANSAS
 CQ3135'RAILROAD, 19.80 FEET SOUTHWEST OF POWER POLE NO. 10797, 28.90
 CQ3135'FEET SOUTH-SOUTHWEST OF FENCE, 68.0 FEET SOUTHEAST OF TELEGRAPH
 CQ3135'POLE, 110.0 FEET NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 CQ3135'71.  STATION IS SET IN THE VILLAGE OF TAYLORTOWN NORTH OF
 CQ3135'RAILROAD APPROXIMATELY 300 FEET NORTHWEST OF CROSSING OF STATE
 CQ3135'HIGHWAY 527.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3135'U.S. COAST AND GEODETIC SURVEY DISK, STAMPED TAYLOR 1969,
 CQ3135'PROJECTING 1 INCH.
 CQ3135'
 CQ3135'REFERENCE MARK NO. 2 IS 34.70 FEET NORTH OF THE STATION.  IT IS
 CQ3135'1.90 FEET SOUTHWEST OF FENCE, 36.0 FEET NORTH OF WITNESS POST AT
 CQ3135'STATION, 25.0 FEET NORTHWEST OF POWER POLE NO. 10797, 51.0 FEET
 CQ3135'SOUTHEAST OF TELEGRAPH POLE, 45.80 FEET NORTHEAST OF EAST RAIL
 CQ3135'ON THE LOUISIANA AND ARKANSAS RAILROAD, 137.50 FEET NORTHEAST OF
 CQ3135'THE CENTER OF U.S. HIGHWAY 71.  IT IS A STANDARD U.S. COAST AND
 CQ3135'GEODETIC SURVEY REFERENCE MARK DISK STAMPED NO. 2 TAYLOR 1969,
 CQ3135'PROJECTING 2 INCHES.
 CQ3135'
 CQ3135'REFERENCE MARK NO. 1 IS 81.19 FEET SOUTHEAST OF THE STATION.  IT
 CQ3135'IS 81.70 FEET SOUTHEAST OF WITNESS POST AT STATION, 3.70 FEET
 CQ3135'SOUTH-SOUTHWEST OF FENCE, 25.60 FEET NORTH-NORTHWEST OF A
 CQ3135'TELEGRAPH POLE, 44.10 FEET NORTH-NORTHEAST OF EAST RAIL OF THE
 CQ3135'LOUISIANA AND ARKANSAS RAILROAD, AND 136.10 FEET NORTH-NORTHEAST
 CQ3135'OF THE CENTER OF U.S. HIGHWAY 71.  IT IS A STANDARD U.S. COAST
 CQ3135'AND GEODETIC REFERENCE MARK DISK STAMPED NO.1 TAYLOR 1969,
 CQ3135'PROJECTING 2 INCHES.
 CQ3135'
 CQ3135'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 98.41 FEET.
 CQ3135'
 CQ3135'THE AZIMUTH MARK IS 0.24 MILE SOUTH OF THE STATION.  IT IS 1.60
 CQ3135'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 12.90 FEET
 CQ3135'NORTHEAST OF THE EAST RAIL ON THE LOUISIANA AND ARKANSAS RAILROAD,
 CQ3135'7.35 FEET NORTH OF A 4X8 INCH CONCRETE MARKER WITH LETTERS WX
 CQ3135'(SIGNAL FOR RAILROAD CROSSING), 12.70 FEET NORTHWEST OF A
 CQ3135'TELEGRAPH POLE, 33.0 FEET SOUTHWEST OF A FENCE, 27.10 FEET SOUTH
 CQ3135'OF POWER POLE NO. E38, 105.0 FEET NORTHEAST OF CENTER OF U.S.
 CQ3135'HIGHWAY 71.
 CQ3135'
 CQ3135'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 CQ3135'U.S. HIGHWAY 71 FOR 0.24 MILE TO WHITE RAILROAD WHISTLE CROSSING
 CQ3135'MARKER ON RAILROAD, MARK IS SET NORTH OF SIGNAL.  IT IS A
 CQ3135'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3135'SURVEY DISK, STAMPED AZ.MK. TAYLOR 1969, PROJECTING 2 INCHES.
 CQ3135'
 CQ3135'AZIMUTH MARK 2 IS 0.4 MILE NORTH OF THE STATION.  IT IS 1.50
 CQ3135'FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN, 200.0
 CQ3135'FEET NORTH-NORTHEAST OF CENTER OF U.S. HIGHWAY 71, 54.50 FEET
 CQ3135'NORTHEAST OF EAST RAIL ON THE LOUISIANA AND ARKANSAS RAILROAD,
 CQ3135'19.00 FEET NORTH OF POWER POLE NO. 10808 1/2, 69.0 FEET SOUTHEAST
 CQ3135'OF POWER POLE NO. 10809.
 CQ3135'
 CQ3135'TO REACH AZIMUTH MARK 2 FROM STATION, DRIVE NORTH ALONG
 CQ3135'U.S. HIGHWAY 71 FOR 0.4 MILE TO MARK SET ON RIGHT ACROSS RAILROAD
 CQ3135'IN POWER LINE (RIGHT OF WAY).  IT IS A LOUISIANA DEPARTMENT OF
 CQ3135'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED AZ.MK
 CQ3135'NO. 2 TAYLOR 1969 FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3135'
 CQ3135'TO REACH THE STATION FROM THE CITY LIMITS OF BOSSIER CITY, DRIVE
 CQ3135'SOUTH ALONG U.S. HIGHWAY 71 FOR 7.35 MILES TO STATION SET LEFT
 CQ3135'OF HIGHWAY ACROSS RAILROAD NEAR A BARN AND LOT.  STATION IS
 CQ3135'APPROXIMATELY 300 FEET NORTHWEST OF CROSSING IN TAYLORTOWN.
 CQ3135
 CQ3135                          STATION RECOVERY (1976)
 CQ3135
 CQ3135'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (TB)
 CQ3135'TAYLOR RECOVERED GOOD.
 CQ3135'
 CQ3135'AZ. MK RECOVERED GOOD.
 CQ3135'
 CQ3135'NO DESCRIPTION AVAILABLE.
 CQ3135'
 CQ3135'DISTANCE AND DIRECTION FROM NEAREST TOWN--S. BOSSIER CITY.
 CQ3135
 CQ3135                          STATION RECOVERY (2002)
 CQ3135
 CQ3135'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3371 ***********************************************************************
 BJ3371  DESIGNATION -  TAYLOR RM 1
 BJ3371  PID         -  BJ3371
 BJ3371  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3371  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3371
 BJ3371                         *CURRENT SURVEY CONTROL
 BJ3371  ___________________________________________________________________
 BJ3371* NAD 83(1992)-  30 31 27.85200(N)    091 08 34.64542(W)     ADJUSTED  
 BJ3371* NAVD 88     -        20.469  (meters)      67.16   (feet)  ADJUSTED  
 BJ3371  ___________________________________________________________________
 BJ3371  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ3371  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3371  DYNAMIC HT  -          20.442 (meters)      67.07  (feet)  COMP
 BJ3371  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ3371
 BJ3371  HORZ ORDER  -  SECOND
 BJ3371  VERT ORDER  -  SECOND    CLASS I
 BJ3371
 BJ3371.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ3371
 BJ3371.The horizontal coordinates were established by classical geodetic methods
 BJ3371.and adjusted by the National Geodetic Survey in January 1993..
 BJ3371
 BJ3371.The orthometric height was determined by differential leveling
 BJ3371.and adjusted by the National Geodetic Survey in February 1994..
 BJ3371
 BJ3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3371
 BJ3371.The geoid height was determined by GEOID03.
 BJ3371
 BJ3371.The dynamic height is computed by dividing the NAVD 88
 BJ3371.geopotential number by the normal gravity value computed on the
 BJ3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3371.degrees latitude (g = 980.6199 gals.).
 BJ3371
 BJ3371.The modeled gravity was interpolated from observed gravity values.
 BJ3371
 BJ3371;                    North         East     Units Scale Factor Converg.
 BJ3371;SPC LA S     -   224,411.794 1,018,270.749   MT  0.99996736   +0 05 42.7
 BJ3371;SPC LA S     -   736,257.69  3,340,776.62   sFT  0.99996736   +0 05 42.7
 BJ3371;UTM  15      - 3,378,362.682   678,173.532   MT  0.99999164   +0 56 36.4
 BJ3371
 BJ3371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3371!SPC LA S     -   1.00000106  x   0.99996736  =   0.99996842
 BJ3371!UTM  15      -   1.00000106  x   0.99999164  =   0.99999270
 BJ3371
 BJ3371|---------------------------------------------------------------------|
 BJ3371| PID    Reference Object                     Distance      Geod. Az  |
 BJ3371|                                                           dddmmss.s |
 BJ3371| BJ3372 TAYLOR                               21.328 METERS 06051     |
 BJ3371| BJ4755 RYAN                                APPROX. 1.8 KM 2904454.7 |
 BJ3371|---------------------------------------------------------------------|
 BJ3371
 BJ3371                          SUPERSEDED SURVEY CONTROL
 BJ3371
 BJ3371  NAD 83(1986)-  30 31 27.87011(N)    091 08 34.64285(W) AD(       ) 2
 BJ3371  NAD 27      -  30 31 27.19125(N)    091 08 34.25706(W) AD(       ) 2
 BJ3371  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 BJ3371
 BJ3371.Superseded values are not recommended for survey control.
 BJ3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3371.See file dsdata.txt to determine how the superseded data were derived.
 BJ3371
 BJ3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7817478363(NAD 83)
 BJ3371_MARKER: DR = REFERENCE MARK DISK
 BJ3371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3371_SP_SET: CONCRETE POST
 BJ3371_STAMPING: TAYLOR RM 1 1970
 BJ3371_MARK LOGO: LADH  
 BJ3371_PROJECTION: FLUSH
 BJ3371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3371+STABILITY: SURFACE MOTION
 BJ3371
 BJ3371  HISTORY     - Date     Condition        Report By
 BJ3371  HISTORY     - 1970     MONUMENTED       LADH
 BJ3371  HISTORY     - 1983     GOOD             LADTD
 BJ3371
 BJ3371                          STATION DESCRIPTION
 BJ3371
 BJ3371'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3371'4 KM (2.5 MI) EAST FROM SCOTLANDVILLE.
 BJ3371'ABOUT 1.8 KM (1.1 MILES) NORTH ALONG STATE HIGHWAY 67 FROM THE
 BJ3371'JUNCTION WITH U S HIGHWAY 190 TO THE SOUTHEAST CORNER OF RYAN AIRPORT
 BJ3371'WITH THE BENCH MARK ON THE RIGHT NEAR THE INSTRUMENT APPROACH FACILITY
 BJ3371'BUILDING PAINTED RED AND WHITE.  35 METERS (115 FEET) NORTH-NORTHWEST
 BJ3371'OF THE CENTER OF STATE HIGHWAY 408, 23.2 METERS (76 FEET)
 BJ3371'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE, 22.3 METERS (73
 BJ3371'FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE, 21 METERS
 BJ3371'(69 FEET) SOUTHWEST OF A FENCE.
 BJ3371'THE MARK IS 21.6 METERS  W FROM A WITNESS POST.
 BJ3371'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 408.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3134 ***********************************************************************
 CQ3134  DESIGNATION -  TAYLOR RM 1
 CQ3134  PID         -  CQ3134
 CQ3134  STATE/COUNTY-  LA/BOSSIER
 CQ3134  USGS QUAD   -  SLIGO (1980)
 CQ3134
 CQ3134                         *CURRENT SURVEY CONTROL
 CQ3134  ___________________________________________________________________
 CQ3134* NAD 83(1992)-  32 23 14.95176(N)    093 35 48.18859(W)     ADJUSTED  
 CQ3134* NAVD 88     -        47.6    (meters)     156.     (feet)  VERTCON   
 CQ3134  ___________________________________________________________________
 CQ3134  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CQ3134  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3134
 CQ3134  HORZ ORDER  -  SECOND
 CQ3134
 CQ3134.The horizontal coordinates were established by classical geodetic methods
 CQ3134.and adjusted by the National Geodetic Survey in January 1993..
 CQ3134
 CQ3134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3134
 CQ3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3134
 CQ3134.The geoid height was determined by GEOID03.
 CQ3134
 CQ3134;                    North         East     Units Scale Factor Converg.
 CQ3134;SPC LA N     -   209,799.943   896,812.873   MT  0.99994825   -0 34 47.4
 CQ3134;SPC LA N     -   688,318.65  2,942,293.57   sFT  0.99994825   -0 34 47.4
 CQ3134;UTM  15      - 3,583,543.528   443,874.588   MT  0.99963884   -0 19 10.7
 CQ3134
 CQ3134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3134!SPC LA N     -   0.99999660  x   0.99994825  =   0.99994485
 CQ3134!UTM  15      -   0.99999660  x   0.99963884  =   0.99963544
 CQ3134
 CQ3134:                Primary Azimuth Mark                     Grid Az
 CQ3134:SPC LA N     -  RED CHUTE                                067 18 56.0
 CQ3134:UTM  15      -  RED CHUTE                                067 03 19.3
 CQ3134
 CQ3134|---------------------------------------------------------------------|
 CQ3134| PID    Reference Object                     Distance      Geod. Az  |
 CQ3134|                                                           dddmmss.s |
 CQ3134| CQ3133 RED CHUTE                           APPROX. 5.0 KM 0664408.6 |
 CQ3134| CQ3135 TAYLOR                               24.744 METERS 29339     |
 CQ3134|---------------------------------------------------------------------|
 CQ3134
 CQ3134                          SUPERSEDED SURVEY CONTROL
 CQ3134
 CQ3134  NAD 83(1986)-  32 23 14.96342(N)    093 35 48.18055(W) AD(       ) 2
 CQ3134  NAD 27      -  32 23 14.40527(N)    093 35 47.54477(W) AD(       ) 2
 CQ3134  NGVD 29 (07/19/86)   47.7    (m)          156.     (f) VERT ANG       
 CQ3134
 CQ3134.Superseded values are not recommended for survey control.
 CQ3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3134.See file dsdata.txt to determine how the superseded data were derived.
 CQ3134
 CQ3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR4387583544(NAD 83)
 CQ3134_MARKER: DD = SURVEY DISK
 CQ3134_SETTING: 0 = UNSPECIFIED SETTING
 CQ3134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ3134
 CQ3134  HISTORY     - Date     Condition        Report By
 CQ3134  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3134  HISTORY     - 20020511 MARK NOT FOUND   USPSQD
 CQ3134
 CQ3134                          STATION DESCRIPTION
 CQ3134
 CQ3134'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3134'THE STATION IS LOCATED 7.35 MILES SOUTH OF BOSSIER CITY LIMITS
 CQ3134'AND APPROXIMATELY 300 FEET NORTH OF JUNCTION LA 527 - U.S. HIGHWAY
 CQ3134'71 TAYLORTOWN, AND ON PROPERTY OWNED BY LOUISIANA AND ARKANSAS
 CQ3134'RAILROAD.  IT IS 1.40 FEET NORTHEAST OF WITNESS POST AND SIGN,
 CQ3134'18.30 FEET NORTHEAST OF EAST RAIL ON THE LOUISIANA AND ARKANSAS
 CQ3134'RAILROAD, 19.80 FEET SOUTHWEST OF POWER POLE NO. 10797, 28.90
 CQ3134'FEET SOUTH-SOUTHWEST OF FENCE, 68.0 FEET SOUTHEAST OF TELEGRAPH
 CQ3134'POLE, 110.0 FEET NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 CQ3134'71.  STATION IS SET IN THE VILLAGE OF TAYLORTOWN NORTH OF
 CQ3134'RAILROAD APPROXIMATELY 300 FEET NORTHWEST OF CROSSING OF STATE
 CQ3134'HIGHWAY 527.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CQ3134'U.S. COAST AND GEODETIC SURVEY DISK, STAMPED TAYLOR 1969,
 CQ3134'PROJECTING 1 INCH.
 CQ3134'
 CQ3134'REFERENCE MARK NO. 2 IS 34.70 FEET NORTH OF THE STATION.  IT
 CQ3134'IS 1.90 FEET SOUTHWEST OF FENCE, 36.0 FEET NORTH OF WITNESS POST
 CQ3134'AT STATION, 25.0 FEET NORTHWEST OF POWER POLE NO. 10797, 51.0
 CQ3134'FEET SOUTHEAST OF TELEGRAPH POLE, 45.80 FEET NORTHEAST OF EAST
 CQ3134'RAIL ON THE LOUISIANA AND ARKANSAS RAILROAD, 137.50 FEET
 CQ3134'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 71.  IT IS A STANDARD
 CQ3134'U.S. COAST AND GEODETIC SURVEY REFERENCE MARK DISK STAMPED
 CQ3134'NO. 2 TAYLOR 1969, PROJECTING 2 INCHES.
 CQ3134'
 CQ3134'REFERENCE MARK NO. 1 IS 81.19 FEET SOUTHEAST OF THE STATION.  IT
 CQ3134'IS 81.70 FEET SOUTHEAST OF WITNESS POST AT STATION, 3.70 FEET
 CQ3134'SOUTH-SOUTHWEST OF FENCE, 25.60 FEET NORTH-NORTHWEST OF A
 CQ3134'TELEGRAPH POLE, 44.10 FEET NORTH-NORTHEAST OF EAST RAIL OF THE
 CQ3134'LOUISIANA AND ARKANSAS RAILROAD, AND 136.10 FEET NORTH-NORTHEAST
 CQ3134'OF THE CENTER OF U.S. HIGHWAY 71.  IT IS A STANDARD U.S. COAST
 CQ3134'AND GEODETIC REFERENCE MARK DISK STAMPED NO.1 TAYLOR 1969,
 CQ3134'PROJECTING 2 INCHES.
 CQ3134'
 CQ3134'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 98.41 FEET.
 CQ3134'
 CQ3134'THE AZIMUTH MARK IS 0.24 MILE SOUTH OF THE STATION.  IT IS 1.60
 CQ3134'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 12.90 FEET
 CQ3134'NORTHEAST OF THE EAST RAIL ON THE LOUISIANA AND ARKANSAS RAILROAD,
 CQ3134'7.35 FEET NORTH OF A 4X8 INCH CONCRETE MARKER WITH LETTERS WX
 CQ3134'(SIGNAL FOR RAILROAD CROSSING), 12.70 FEET NORTHWEST OF A
 CQ3134'TELEGRAPH POLE, 33.0 FEET SOUTHWEST OF A FENCE, 27.10 FEET SOUTH
 CQ3134'OF POWER POLE NO. E38, 105.0 FEET NORTHEAST OF CENTER OF U.S.
 CQ3134'HIGHWAY 71.
 CQ3134'
 CQ3134'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 CQ3134'U.S. HIGHWAY 71 FOR 0.24 MILE TO WHITE RAILROAD WHISTLE CROSSING
 CQ3134'MARKER ON RAILROAD, MARK IS SET NORTH OF SIGNAL.  IT IS A
 CQ3134'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3134'SURVEY DISK, STAMPED AZ.MK. TAYLOR 1969, PROJECTING 2 INCHES.
 CQ3134'
 CQ3134'AZIMUTH MARK 2 IS 0.4 MILE NORTH OF THE STATION.  IT IS 1.50
 CQ3134'FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN, 200.0
 CQ3134'FEET NORTH-NORTHEAST OF CENTER OF U.S. HIGHWAY 71, 54.50 FEET
 CQ3134'NORTHEAST OF EAST RAIL ON THE LOUISIANA AND ARKANSAS RAILROAD,
 CQ3134'19.00 FEET NORTH OF POWER POLE NO. 10808 1/2, 69.0 FEET SOUTHEAST
 CQ3134'OF POWER POLE NO. 10809.
 CQ3134'
 CQ3134'TO REACH AZIMUTH MARK 2 FROM STATION, DRIVE NORTH ALONG
 CQ3134'U.S. HIGHWAY 71 FOR 0.4 MILE TO MARK SET ON RIGHT ACROSS RAILROAD
 CQ3134'IN POWER LINE (RIGHT OF WAY).  IT IS A LOUISIANA DEPARTMENT OF
 CQ3134'HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED AZ.MK
 CQ3134'NO. 2 TAYLOR 1969 FLUSH WITH THE SURFACE OF THE GROUND.
 CQ3134'
 CQ3134'TO REACH THE STATION FROM THE CITY LIMITS OF BOSSIER CITY, DRIVE
 CQ3134'SOUTH ALONG U.S. HIGHWAY 71 FOR 7.35 MILES TO STATION SET LEFT
 CQ3134'OF HIGHWAY ACROSS RAILROAD NEAR A BARN AND LOT.  STATION IS
 CQ3134'APPROXIMATELY 300 FEET NORTHWEST OF CROSSING IN TAYLORTOWN.
 CQ3134
 CQ3134                          STATION RECOVERY (2002)
 CQ3134
 CQ3134'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ3134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3373 ***********************************************************************
 BJ3373  DESIGNATION -  TAYLOR RM 2
 BJ3373  PID         -  BJ3373
 BJ3373  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3373  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ3373
 BJ3373                         *CURRENT SURVEY CONTROL
 BJ3373  ___________________________________________________________________
 BJ3373* NAD 83(1986)-  30 31 29.     (N)    091 08 34.     (W)     SCALED    
 BJ3373* NAVD 88     -        20.474  (meters)      67.17   (feet)  ADJUSTED  
 BJ3373  ___________________________________________________________________
 BJ3373  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3373  DYNAMIC HT  -          20.447 (meters)      67.08  (feet)  COMP
 BJ3373  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ3373
 BJ3373  VERT ORDER  -  SECOND    CLASS I
 BJ3373
 BJ3373.This mark is at Baton Rouge Metro Ryan Fld Airport (BTR)
 BJ3373
 BJ3373.The horizontal coordinates were scaled from a topographic map and have
 BJ3373.an estimated accuracy of +/- 6 seconds.
 BJ3373
 BJ3373.The orthometric height was determined by differential leveling
 BJ3373.and adjusted by the National Geodetic Survey in February 1994..
 BJ3373
 BJ3373.The geoid height was determined by GEOID03.
 BJ3373
 BJ3373.The dynamic height is computed by dividing the NAVD 88
 BJ3373.geopotential number by the normal gravity value computed on the
 BJ3373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3373.degrees latitude (g = 980.6199 gals.).
 BJ3373
 BJ3373.The modeled gravity was interpolated from observed gravity values.
 BJ3373
 BJ3373;                    North         East    Units  Estimated Accuracy
 BJ3373;SPC LA S     -   224,450.    1,018,290.      MT  (+/- 180 meters Scaled)
 BJ3373
 BJ3373                          SUPERSEDED SURVEY CONTROL
 BJ3373
 BJ3373.No superseded survey control is available for this station.
 BJ3373
 BJ3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP781783(NAD 83)
 BJ3373_MARKER: DR = REFERENCE MARK DISK
 BJ3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3373_SP_SET: CONCRETE POST
 BJ3373_STAMPING: TAYLOR RM 2 1970
 BJ3373_MARK LOGO: LADH  
 BJ3373_PROJECTION: FLUSH
 BJ3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3373+STABILITY: SURFACE MOTION
 BJ3373
 BJ3373  HISTORY     - Date     Condition        Report By
 BJ3373  HISTORY     - 1970     MONUMENTED       LADH
 BJ3373  HISTORY     - 1983     GOOD             LADTD
 BJ3373  HISTORY     - 1987     GOOD             LA-033
 BJ3373
 BJ3373                          STATION DESCRIPTION
 BJ3373
 BJ3373'DESCRIBED BY LA TRANSP AND DEV 1983
 BJ3373'4 KM (2.5 MI) EAST FROM SCOTLANDVILLE.
 BJ3373'ABOUT 1.8 KM (1.1 MILES) NORTH ALONG STATE HIGHWAY 67 FROM THE
 BJ3373'JUNCTION WITH U S HIGHWAY 190 TO THE SOUTHEAST CORNER OF RYAN AIRPORT
 BJ3373'WITH THE BENCH MARK ON THE RIGHT NEAR THE INSTRUMENT APPROACH FACILITY
 BJ3373'BUILDING PAINTED RED AND WHITE.  54.9 METERS (180 FEET)
 BJ3373'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 408, 19.8 METERS (65
 BJ3373'FEET) NORTHWEST OF THE SOUTHEAST CORNER OF THE RED AND WHITE BUILDING,
 BJ3373'16.5 METERS (54 FEET) WEST OF THE SOUTHWEST CORNER OF SAME BUILDING,
 BJ3373'16.5 METERS (54 FEET) NORTHWEST OF THE SOUTHWEST CORNER OF A FENCE,
 BJ3373'0.6 METER (2 FEET) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE SAME
 BJ3373'FENCE.
 BJ3373'THE MARK IS 13.4 METERS  NW FROM A WITNESS POST.
 BJ3373'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 408.
 BJ3373
 BJ3373                          STATION RECOVERY (1987)
 BJ3373
 BJ3373'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4227 ***********************************************************************
 BJ4227  DESIGNATION -  TCHEFUNCTA RIVER RANGE REAR LT
 BJ4227  PID         -  BJ4227
 BJ4227  STATE/COUNTY-  LA/ST TAMMANY
 BJ4227  USGS QUAD   -  MADISONVILLE (1979)
 BJ4227
 BJ4227                         *CURRENT SURVEY CONTROL
 BJ4227  ___________________________________________________________________
 BJ4227* NAD 83(1992)-  30 22 46.63548(N)    090 10 08.87092(W)     ADJUSTED  
 BJ4227* NAVD 88     -                                                        
 BJ4227  ___________________________________________________________________
 BJ4227  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4227  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ4227
 BJ4227  HORZ ORDER  -  THIRD
 BJ4227
 BJ4227.The horizontal coordinates were established by classical geodetic methods
 BJ4227.and adjusted by the National Geodetic Survey in January 1993..
 BJ4227
 BJ4227
 BJ4227.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4227
 BJ4227.The geoid height was determined by GEOID03.
 BJ4227
 BJ4227;                    North         East     Units Scale Factor Converg.
 BJ4227;SPC LA S     -   208,915.127 1,111,891.776   MT  0.99994751   +0 34 55.6
 BJ4227;SPC LA S     -   685,415.71  3,647,931.60   sFT  0.99994751   +0 34 55.6
 BJ4227;UTM  15      - 3,364,252.114   772,040.081   MT  1.00051309   +1 25 57.1
 BJ4227
 BJ4227                          SUPERSEDED SURVEY CONTROL
 BJ4227
 BJ4227  NAD 83(1986)-  30 22 46.64748(N)    090 10 08.86841(W) AD(       ) 4
 BJ4227  NAD 27      -  30 22 45.94704(N)    090 10 08.57880(W) AD(       ) 3
 BJ4227
 BJ4227.Superseded values are not recommended for survey control.
 BJ4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4227.See file dsdata.txt to determine how the superseded data were derived.
 BJ4227
 BJ4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7204064252(NAD 83)
 BJ4227_MARKER: 15 = RANGE MARKER
 BJ4227
 BJ4227  HISTORY     - Date     Condition        Report By
 BJ4227  HISTORY     - 1953     FIRST OBSERVED   CGS
 BJ4227  HISTORY     - 1955     GOOD             CGS
 BJ4227  HISTORY     - 1985     GOOD             USPSQD
 BJ4227
 BJ4227                          STATION DESCRIPTION
 BJ4227
 BJ4227'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4227'THE STATION IS LOCATED ON THE NORTH SHORE OF LAKE PONCHARTRAIN
 BJ4227'AND ABOUT 0.5 MILE WEST OF THE MOUTH OF THE TCHEFUNCTA RIVER.
 BJ4227'IT IS A WHITE CIRCULAR STRUCTURE ABOUT 50 FEET HIGH WITH
 BJ4227'A CIRCULAR GLASS ENCLOSED TOP IN WHICH A REVOLVING LIGHT IS
 BJ4227'HOUSED.
 BJ4227'
 BJ4227'TO REACH THE STATION FROM THE POST OFFICE IN MADISONVILLE,
 BJ4227'GO SOUTH ON STATE HIGHWAY 122 FOR 0.4 MILE TO ITS INTERSECTION
 BJ4227'WITH U.S. HIGHWAY 190, CROSS U.S. HIGHWAY 190 AND GO SOUTH
 BJ4227'ON STATE HIGHWAY 188 FOR 2.1 MILES TO THE END OF THE ROAD.
 BJ4227'THE LIGHT IS ABOUT 0.25 MILE WEST OF THE END OF THE ROAD.
 BJ4227
 BJ4227                          STATION RECOVERY (1985)
 BJ4227
 BJ4227'RECOVERY NOTE BY US POWER SQUADRON 1985 (JM)
 BJ4227'STATION FOUND GOOD.  DESCRIPTION ADEQUATE.  (STATE HIGHWAY 188 NOW
 BJ4227'RENUMBERED TO 1077).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2621 ***********************************************************************
 BK2621  DESIGNATION -  TEAL
 BK2621  PID         -  BK2621
 BK2621  STATE/COUNTY-  LA/EVANGELINE
 BK2621  USGS QUAD   -  WHITEVILLE (1992)
 BK2621
 BK2621                         *CURRENT SURVEY CONTROL
 BK2621  ___________________________________________________________________
 BK2621* NAD 83(1992)-  30 45 51.40687(N)    092 11 48.95862(W)     ADJUSTED  
 BK2621* NAVD 88     -        25.2    (meters)      83.     (feet)  VERTCON   
 BK2621  ___________________________________________________________________
 BK2621  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BK2621  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2621
 BK2621  HORZ ORDER  -  FIRST
 BK2621
 BK2621.The horizontal coordinates were established by classical geodetic methods
 BK2621.and adjusted by the National Geodetic Survey in January 1993..
 BK2621
 BK2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2621
 BK2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2621
 BK2621.The geoid height was determined by GEOID03.
 BK2621
 BK2621;                    North         East     Units Scale Factor Converg.
 BK2621;SPC LA S     -   251,301.397   917,319.975   MT  1.00001430   -0 25 54.5
 BK2621;SPC LA S     -   824,478.00  3,009,573.95   sFT  1.00001430   -0 25 54.5
 BK2621;UTM  15      - 3,403,754.191   576,854.790   MT  0.99967286   +0 24 38.9
 BK2621
 BK2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2621!SPC LA S     -   1.00000031  x   1.00001430  =   1.00001461
 BK2621!UTM  15      -   1.00000031  x   0.99967286  =   0.99967317
 BK2621
 BK2621:                Primary Azimuth Mark                     Grid Az
 BK2621:SPC LA S     -  8 GDS                                    012 19 10.1
 BK2621:UTM  15      -  8 GDS                                    011 28 36.7
 BK2621
 BK2621|---------------------------------------------------------------------|
 BK2621| PID    Reference Object                     Distance      Geod. Az  |
 BK2621|                                                           dddmmss.s |
 BK2621| CV9652 8 GDS                                              0115315.6 |
 BK2621| BK2617 WHITEVILLE UN GAS RAD KDQ MAST      APPROX. 6.3 KM 0742108.2 |
 BK2621| CW1540 TEAL RM 1                            33.150 METERS 10905     |
 BK2621| BK2643 VILLE PLATTE WATER TANK             APPROX.11.4 KM 2205652.9 |
 BK2621| CW1541 TEAL RM 2                            28.437 METERS 24748     |
 BK2621| BK2674 ST LANDRY CENLA MW KKC 693          APPROX.10.7 KM 3254047.9 |
 BK2621| BK2622 ST LANDRY D HASS TANK               APPROX. 7.2 KM 3580258.0 |
 BK2621|---------------------------------------------------------------------|
 BK2621
 BK2621                          SUPERSEDED SURVEY CONTROL
 BK2621
 BK2621  NAD 83(1986)-  30 45 51.42870(N)    092 11 48.95192(W) AD(       ) 1
 BK2621  NAD 27      -  30 45 50.72344(N)    092 11 48.50379(W) AD(       ) 1
 BK2621  NGVD 29 (07/19/86)   25.2    (m)           83.     (f) VERT ANG       
 BK2621
 BK2621.Superseded values are not recommended for survey control.
 BK2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2621.See file dsdata.txt to determine how the superseded data were derived.
 BK2621
 BK2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7685503754(NAD 83)
 BK2621_MARKER: DS = TRIANGULATION STATION DISK
 BK2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2621
 BK2621  HISTORY     - Date     Condition        Report By
 BK2621  HISTORY     - 1969     MONUMENTED       CGS
 BK2621
 BK2621                          STATION DESCRIPTION
 BK2621
 BK2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2621'THE STATION IS ABOUT 13-1/2 MILES EAST OF PINE PRAIRIE, 13 MILES
 BK2621'SOUTH OF BUNKIE, 11-1/2 MILES WEST OF ROSA AND 6-3/4 MILES
 BK2621'NORTHEAST OF VILLE PLATT.  IT IS IN AN ABANDONED FARM LOT ON
 BK2621'LAND OWNED BY MR. T.H. FLOYD.  A KEY WAS NECESSARY AT THIS TIME
 BK2621'TO ENTER THE LOT.
 BK2621'
 BK2621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 BK2621'AND STATE HIGHWAY 29 IN VILLE PLATT, GO NORTH ON STATE
 BK2621'HIGHWAY 29 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 29
 BK2621'AND STATE HIGHWAY 363, CONTINUE SOUTH ON STATE HIGHWAY 363 FOR
 BK2621'1.4 MILES TO THE JUNCTION OF STATE HIGHWAY 363 AND STATE
 BK2621'HIGHWAY 1170, CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 1170
 BK2621'FOR 1.9 MILES TO THE JUNCTION OF STATE HIGHWAY 29 AND 1170,
 BK2621'CONTINUE NORTHEASTERLY ON STATE HIGHWAY 29 FOR 3.1 MILES
 BK2621'TO A TRACK ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK
 BK2621'FROM THIS POINT, CONTINUE NORTHEAST FOR 0.2 MILE TO A
 BK2621'CONCRETE BRIDGE AND THE U.S.G.S. MARK ON THE LEFT.)
 BK2621'TURN RIGHT ON THE TRACK ROAD AND GO EAST AND NORTH ALONG A
 BK2621'BANK FOR 0.1 MILE TO A BOARD GATE, CONTINUE AHEAD FOR
 BK2621'ABOUT 50 YARDS AND THE STATION.
 BK2621'
 BK2621'THE STATION MARK IS A STANDARD DISK STAMPED TEAL 1969,
 BK2621'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 BK2621'FLUSH WITH THE GROUND.  IT IS 90 FEET NORTHEAST OF THE
 BK2621'CENTER OF A GATE, 57 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BK2621'OF A WOOD FRAME HOUSE, 42.5 FEET NORTHEAST OF A 34 INCH OAK
 BK2621'TREE AND 3 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 BK2621'
 BK2621'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TEAL NO 1 1969,
 BK2621'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT PROJECTS
 BK2621'2 INCHES ABOVE THE GROUND.  IT IS 111 FEET EAST OF THE
 BK2621'WITNESS POST, 33 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BK2621'THE FRAME HOUSE AND 1 FOOT NORTHWEST OF A FENCE.
 BK2621'
 BK2621'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TEAL NO 2 1969,
 BK2621'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 BK2621'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 150
 BK2621'FEET EAST OF THE CENTER OF STATE HIGHWAY 29, 21 FEET NORTHWEST
 BK2621'OF THE CENTER OF THE GATE, 3 FEET NORTH-NORTHEAST OF A
 BK2621'FENCE CORNER AND 1 FOOT EAST OF A FENCE.
 BK2621'
 BK2621'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 BK2621'STAMPED 8 GDS 1965, SET IN A DRILL HOLE IN THE NORTHWEST END
 BK2621'OF A CONCRETE RAILING AND IS ABOUT 3 FEET ABOVE THE LEVEL
 BK2621'OF THE ROAD.  IT IS 15.5 FEET WEST OF THE CENTER OF STATE
 BK2621'HIGHWAY 29 AND 6 FEET SOUTH OF A WITNESS POST.
 BK2621'
 BK2621'HEIGHT OF LIGHT ABOVE STATION MARK 34.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0189 ***********************************************************************
 AU0189  DESIGNATION -  TECHE
 AU0189  PID         -  AU0189
 AU0189  STATE/COUNTY-  LA/ST MARY
 AU0189  USGS QUAD   -  PATTERSON (1994)
 AU0189
 AU0189                         *CURRENT SURVEY CONTROL
 AU0189  ___________________________________________________________________
 AU0189* NAD 83(1992)-  29 43 28.68796(N)    091 18 43.08256(W)     ADJUSTED  
 AU0189* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU0189  **This station is located in a subsidence area (see below).
 AU0189  ___________________________________________________________________
 AU0189  X           -    -126,923.308 (meters)                     COMP
 AU0189  Y           -  -5,541,981.403 (meters)                     COMP
 AU0189  Z           -   3,143,890.722 (meters)                     COMP
 AU0189  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU0189  ELLIP HEIGHT-         -23.64  (meters)          (02/20/02) GPS OBS
 AU0189  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AU0189  DYNAMIC HT  -           2.3   (meters)       8.    (feet)  COMP
 AU0189  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 AU0189
 AU0189  HORZ ORDER  -  FIRST
 AU0189  VERT ORDER  -  THIRD (See Below)
 AU0189  ELLP ORDER  -  FOURTH    CLASS I
 AU0189
 AU0189.The horizontal coordinates were established by GPS observations
 AU0189.and adjusted by the National Geodetic Survey in July 2000..
 AU0189
 AU0189 ** The orthometric height has not been validated since last determined
 AU0189 ** by differential leveling and should not be used for control purposes.
 AU0189 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0189 ** area with valid NAVD 88 orthometric heights.
 AU0189 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0189 ** epoch indicated which incorporates improved geoid heights for the
 AU0189 ** Southern Louisiana Subsidence area.
 AU0189 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0189.The orthometric height was scaled from a topographic map.
 AU0189.The vertical order pertains to the first NAVD 88 superseded value.
 AU0189
 AU0189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0189
 AU0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0189
 AU0189.The ellipsoidal height was determined by GPS observations
 AU0189.and is referenced to NAD 83.
 AU0189
 AU0189.The geoid height was determined by GEOID03.
 AU0189
 AU0189.The dynamic height is computed by dividing the NAVD 88
 AU0189.geopotential number by the normal gravity value computed on the
 AU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0189.degrees latitude (g = 980.6199 gals.).
 AU0189
 AU0189.The modeled gravity was interpolated from observed gravity values.
 AU0189
 AU0189;                    North         East     Units Scale Factor Converg.
 AU0189;SPC LA S     -   135,744.569 1,002,067.060   MT  0.99993729   +0 00 38.5
 AU0189;SPC LA S     -   445,355.31  3,287,615.01   sFT  0.99993729   +0 00 38.5
 AU0189;UTM  15      - 3,289,466.101   663,266.530   MT  0.99992890   +0 50 13.8
 AU0189
 AU0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0189!SPC LA S     -   1.00000371  x   0.99993729  =   0.99994100
 AU0189!UTM  15      -   1.00000371  x   0.99992890  =   0.99993261
 AU0189
 AU0189:                Primary Azimuth Mark                     Grid Az
 AU0189:SPC LA S     -  IDLEWILD PLANTATION WATER TK             100 47 13.2
 AU0189:UTM  15      -  IDLEWILD PLANTATION WATER TK             099 57 37.9
 AU0189
 AU0189|---------------------------------------------------------------------|
 AU0189| PID    Reference Object                     Distance      Geod. Az  |
 AU0189|                                                           dddmmss.s |
 AU0189| AU2387 IDLEWILD PLANTATION WATER TK        APPROX. 5.7 KM 1004751.7 |
 AU0189| CV9476 TECHE RM 1                                         11055     |
 AU0189| AU2388 HARRY WILLIAMS SAWDUST BURNER       APPROX. 2.1 KM 1485606.0 |
 AU0189| AU2389 HARRY WILLIAMS SAWMILL TANK         APPROX. 2.1 KM 1494931.0 |
 AU0189| AU2377 PATTERSON MUNICIPAL TANK            APPROX. 3.2 KM 1625434.9 |
 AU0189| AU2379 PATTERSON ST JOSEPHS CATH CH        APPROX. 3.7 KM 1671659.3 |
 AU0189| AU2390 PATTERSON AIRPORT BEACON            APPROX. 3.0 KM 2430137.8 |
 AU0189| AU1532 TECH RM 2                            33.857 METERS 24808     |
 AU0189| AU2406 SHADYSIDE PLANTATION WATER TK       APPROX. 7.4 KM 2772446.4 |
 AU0189|---------------------------------------------------------------------|
 AU0189
 AU0189                          SUPERSEDED SURVEY CONTROL
 AU0189
 AU0189  ELLIP H (07/31/00)  -23.59   (m)                       GP(       ) 4 1
 AU0189  NAD 83(1992)-  29 43 28.68855(N)    091 18 43.07844(W) AD(       ) 1
 AU0189  NAD 83(1986)-  29 43 28.71110(N)    091 18 43.07646(W) AD(       ) 1
 AU0189  NAD 27      -  29 43 27.96600(N)    091 18 42.70000(W) AD(       ) 1
 AU0189  NAVD 88 (06/15/91)    2.374  (m)            7.79   (f) UNKNOWN     1 1
 AU0189  NGVD 29 (??/??/??)    2.415  (m)            7.92   (f) ADJUSTED    1 1
 AU0189
 AU0189.Superseded values are not recommended for survey control.
 AU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0189.See file dsdata.txt to determine how the superseded data were derived.
 AU0189
 AU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6326789466(NAD 83)
 AU0189_MARKER: DS = TRIANGULATION STATION DISK
 AU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0189_SP_SET: CONCRETE POST
 AU0189_STAMPING: TECHE 1931
 AU0189_MARK LOGO: CGS   
 AU0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0189+STABILITY: SURFACE MOTION
 AU0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0189+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU0189
 AU0189  HISTORY     - Date     Condition        Report By
 AU0189  HISTORY     - 1931     MONUMENTED       CGS
 AU0189  HISTORY     - 1948     GOOD             CGS
 AU0189  HISTORY     - 1955     GOOD             CGS
 AU0189  HISTORY     - 1957     GOOD             CGS
 AU0189  HISTORY     - 1964     GOOD             CGS
 AU0189  HISTORY     - 1969     GOOD             CGS
 AU0189  HISTORY     - 1969     GOOD             CGS
 AU0189  HISTORY     - 1976     GOOD             NGS
 AU0189  HISTORY     - 1985     GOOD             LOCENG
 AU0189  HISTORY     - 19850508 GOOD             NGS
 AU0189  HISTORY     - 19930305 GOOD             NGS
 AU0189  HISTORY     - 19991130 GOOD             CDSMS
 AU0189
 AU0189                          STATION DESCRIPTION
 AU0189
 AU0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU0189'STATION IS ABOUT 2 MILES N OF PATTERSON, ON S SIDE OF BAYOU
 AU0189'TECHE, ABOUT 1/2 MILE ABOVE ITS CONFLUENCE WITH THE ATCHAFALAYA
 AU0189'RIVER, ON LAND OWNED AND OCCUPIED BY D.C. GUIDROZ.
 AU0189'
 AU0189'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 AU0189'DISKS SET IN CONCRETE.
 AU0189'
 AU0189'STATION MARK PROJECTS 6 INCHES.
 AU0189'
 AU0189'REFERENCE MARK NO. 1 IS 50 PACES E OF FIRST CURVE E OF STORE,
 AU0189'ABOUT 1/4 MILE E OF STORE, 21 PACES W OF SMALL CULVERT UNDER
 AU0189'ROAD, 131 PACES E OF ANOTHER SIMILAR CULVERT, N OF ROAD,
 AU0189'2 FEET S OF FENCE, 3 FEET N OF ROAD DITCH, AND 0.3 MILE FROM
 AU0189'STATION S 69 DEG 05 MIN E.
 AU0189'
 AU0189'REFERENCE MARK NO. 2 IS 50 YARDS W OF STORE, 15 FEET E OF
 AU0189'SMALL CORRUGATED-IRON CULVERT WITH CONCRETE AT ENDS, ON THE
 AU0189'S SIDE OF ROAD, 3 FEET S OF ROAD DITCH, AND 111.08 FEET
 AU0189'FROM STATION S 68 DEG 08 MIN W.
 AU0189'
 AU0189'BEARING FROM STATION OF PATTERSON, MUNICIPAL WATER TANK IS
 AU0189'S 17 DEG 05 MIN E.
 AU0189'
 AU0189'TO REACH FROM PATTERSON FOLLOW U.S. ROUTE 90 N 2.3 MILES
 AU0189'TO GUIDROZS STORE ON RIGHT SIDE OF ROAD JUST AFTER IT TURNS
 AU0189'W.  STATION IS IN SMALL PASTURE LOT ENTERED BY GATE AT THE
 AU0189'STORE, 40 YARDS W OF STORE, 15 FEET N OF ROAD FENCE ON N
 AU0189'SIDE OF ROAD, AND 10 PACES S OF 8-FOOT LIVE OAK TREE.
 AU0189
 AU0189                          STATION RECOVERY (1948)
 AU0189
 AU0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU0189'STATION RECOVERED IN GOOD CONDITION.  R.M. 1 WAS FOUND LYING
 AU0189'ON TOP OF THE GROUND AND HAS BEEN DESTROYED.  R.M. 2 WAS
 AU0189'RECOVERED.  ONE NEW REFERENCE MARK (NO. 3) WAS SET 5/23/48.
 AU0189'
 AU0189'REVISED DESCRIPTION OF STATION--ABOUT 2-1/2 MILES NNW ALONG
 AU0189'U.S. HIGHWAY 90 FROM PATTERSON, ON PROPERTY OWNED BY D.C. GUIDROZ,
 AU0189'112 FEET NW OF NW CORNER OF GUIDROZS HOUSE, 163 FEET N OF
 AU0189'CENTER LINE OF PAVEMENT OF U.S. HIGHWAY 90, 54 FEET S OF A
 AU0189'6-FOOT OAK TREE, 11.5 FEET N OF A FENCE, AND 7 FEET E OF A
 AU0189'FENCE.  (HIGHWAY 90 HAS BEEN RELOCATED SINCE 1931.  THE
 AU0189'OLD ROAD IS STILL VISIBLE BUT NO LONGER USED AS A ROAD.
 AU0189'GUIDROZS STORE NO LONGER EXISTS.)
 AU0189'
 AU0189'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 AU0189'PROJECTS 4 INCHES.
 AU0189'
 AU0189'TO REACH FROM THE POST OFFICE AT PATTERSON, GO N ALONG U.S.
 AU0189'HIGHWAY 90 FOR 2.0 MILES TO BEGINNING OF A LONG CURVE, CONTINUE
 AU0189'NW ON HIGHWAY 90 FOR 0.5 MILE TO THE GUIDROZ HOUSE (A SMALL
 AU0189'WHITE HOUSE ON RIGHT (N) SIDE OF ROAD) AND THE STATION.
 AU0189'
 AU0189'R.M. 2 WAS RECOVERED POSSIBLY DISTURBED.  THE MARK IS SOLID
 AU0189'IN THE GROUND BUT THE ARROW POINTS ABOUT 90 DEG TO THE LEFT
 AU0189'OF THE STATION.  THE OBSERVED DISTANCE AND DIRECTION AGREE
 AU0189'CLOSELY WITH THE ORIGINAL OBSERVATIONS.  IT IS 91 FEET W OF
 AU0189'A FENCE CORNER, 1/2 FOOT N OF A FENCE, 117 FEET N OF THE
 AU0189'CENTER LINE OF THE PAVEMENT OF U.S. HIGHWAY 90, AND 4 FEET
 AU0189'S OF TELEPHONE POLE NO. 92 WHICH IS AT A SLIGHT ANGLE IN THE
 AU0189'TELEPHONE LINE.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE
 AU0189'AND PROJECTS 12 INCHES.
 AU0189'
 AU0189'R.M. 3 IS 62.5 FEET NNW OF NW CORNER OF THE GUIDROZ HOUSE
 AU0189'AND 4 FEET N OF A FENCE.  IT IS A BRONZE REFERENCE DISK SET
 AU0189'IN CONCRETE, IS STAMPED TECHE 1931 NO 3, AND PROJECTS 4
 AU0189'INCHES.
 AU0189
 AU0189                          STATION RECOVERY (1955)
 AU0189
 AU0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU0189'2.4 MI. NW ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AU0189'PATTERSON, 112 FT. NW OF THE NW CORNER OF A HOUSE, 164 FT.
 AU0189'N OF THE CENTERLINE OF THE HIGHWAY, 57 FT. W OF THE NW CORNER
 AU0189'OF A GARAGE, 50 FT. S OF A 60-IN. OAK TREE, 12 FT. NE OF A
 AU0189'FENCE CORNER, 2 FT. N OF A WITNESS POST, A TRIANGULATION-STATION
 AU0189'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT.
 AU0189'ABOVE THE GROUND, AND STAMPED TECHE 1931.
 AU0189'
 AU0189'REFERENCE MARK 1 HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 AU0189'THE DISK WAS RECOVERED.
 AU0189'
 AU0189'REFERENCE MARK 2 IS 111.4 FT. SW OF THE TRIANGULATION STATION,
 AU0189'186 FT. W OF THE NW CORNER OF A HOUSE, 137 FT. SW OF A 60-IN.
 AU0189'OAK TREE, 117 FT. N OF THE CENTERLINE OF THE HIGHWAY, 48 FT.
 AU0189'SW OF A POWER POLE, A REFERENCE-MARK DISK, SET IN THE TOP
 AU0189'OF A CONCRETE POST PROJECTING 1.0 FT. ABOVE THE GROUND, AND
 AU0189'STAMPED TECHE NO 2 1931.
 AU0189'
 AU0189'REFERENCE MARK 3 IS 62.3 FT. E OF THE TRIANGULATION STATION,
 AU0189'59 FT. NW OF THE NW CORNER OF A HOUSE, 6.3 FT. E OF THE NW
 AU0189'CORNER OF A GARAGE, 6.3 FT. W OF THE NE CORNER OF A GARAGE,
 AU0189'2.3 FT. N OF THE N SIDE OF A GARAGE, A REFERENCE-MARK DISK,
 AU0189'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE
 AU0189'THE GROUND, AND STAMPED TECHE NO 3 1931.
 AU0189
 AU0189                          STATION RECOVERY (1957)
 AU0189
 AU0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU0189'THE STATION AND REFERENCE MARKS TWO AND THREE WERE RECOVERED
 AU0189'IN GOOD CONDITION.  THE HOUSE, GARAGE AND TELEPHONE POLE
 AU0189'MENTIONED IN THE RECOVERY NOTE BY H.D.R. IN 1955 HAVE BEEN
 AU0189'MOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU0189'
 AU0189'THE STATION IS LOCATED ABOUT 2 MILES AIRLINE NORTHWEST OF
 AU0189'PATTERSON ON THE SOUTH BANK OF BAYOU TECHE.
 AU0189'
 AU0189'TO REACH THE STATION FROM THE POST OFFICE IN PATTERSON, GO
 AU0189'NORTHWEST ALONG U.S. HIGHWAY 90 FOR 2.4 MILES TO A WHITE
 AU0189'HOUSE NEAR A LARGE OAK TREE AND THE STATION SITE.
 AU0189'
 AU0189'THE STATION IS 85.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 AU0189'OF THE GARAGE, 69.6 FEET WEST OF THE SOUTHWEST CORNER OF THE
 AU0189'HOUSE, 164 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 50
 AU0189'FEET SOUTH OF AN 84 INCH OAK TREE, 398 FEET SOUTH OF THE MHWL,
 AU0189'12 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET NORTH OF A
 AU0189'WITNESS POST.  IT IS A STANDARD DISK STAMPED TECHE 1931,
 AU0189'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET.
 AU0189'
 AU0189'REFERENCE MARK TWO IS 111.4 FEET WEST-SOUTHWEST OF THE STATION,
 AU0189'137 FEET SOUTHWEST OF THE 84 INCH OAK TREE AND 117 FEET
 AU0189'NORTH OF THE CENTERLINE OF THE HIGHWAY.  IT IS A STANDARD
 AU0189'DISK STAMPED TECHE NO 2 1931 SET IN THE TOP OF A CONCRETE
 AU0189'POST PROJECTING 1.0 FOOT.  THE ARROW POINTS ABOUT 90 DEGREES
 AU0189'NORTH OF THE STATION.
 AU0189'
 AU0189'REFERENCE MARK THREE IS 62.3 FEET EAST OF THE STATION, 11.5
 AU0189'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 84.7
 AU0189'FEET SOUTH OF THE SOUTHEAST CORNER OF THE GARAGE.  IT IS
 AU0189'A STANDARD DISK STAMPED TECHE NO 3 1931 SET IN THE TOP OF A
 AU0189'CONCRETE POST PROJECTING 0.5 FOOT.
 AU0189
 AU0189                          STATION RECOVERY (1964)
 AU0189
 AU0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AU0189'TEH STATION MARK, STAMPED TECHE 1931, IS ABOUT 2.5 MILES
 AU0189'WEST ALONG OLD U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AU0189'PATTERSON, IN S 43, T 15 S, R 11 E, ON THE OUTSIDE OF A LONG
 AU0189'CURVE IN THE HIGHWAY, 165 FEET NORTH OF THE CENTER LINE OF
 AU0189'THE HIGHWAY, 70 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 AU0189'52 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE
 AU0189'HOUSE, 53 FEET SOUTH OF A 7 1/2-FOOT OAK TREE, 1.2 FEET NORTH
 AU0189'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 AU0189'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AU0189'5 INCHES.
 AU0189'
 AU0189'R.M. 2 IS STILL AT THE DESCRIBED LOCATION BUT HAS BEEN HIT
 AU0189'BY SOME HEAVY MACHINERY AND LOOSENED IN THE GROUND.  IT IS
 AU0189'NOW LEANING APPROXIMATELY 35-DEGREES TO THE NORTHWEST.
 AU0189'IT IS BELIEVED THAT THIS MARK HAS NO FURTHER VALUE AS AN
 AU0189'ELEVATION MARK.  IT WAS NOT LEVELED OVER IN 1964.
 AU0189'
 AU0189'R.M. 3 IS 62-1/2 FEET EAST OF THE STATION MARK, 150 FEET
 AU0189'NORTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST
 AU0189'OF THE SOUTHWEST CORNER OF A HOUSE, 8 FEET EAST OF THE CENTER
 AU0189'LINE OF A DRIVEWAY LEADING TO THE HOUSE, ABOUT 5 FEET BELOW
 AU0189'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AU0189'POST PROJECTING 3 INCHES.
 AU0189
 AU0189                          STATION RECOVERY (1969)
 AU0189
 AU0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 AU0189'THE STATION AND R.M. 3 WERE RECOVERED AND IN GOOD CONDITION.
 AU0189'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AU0189'
 AU0189'THE STATION MAY BE REACHED BY GOING 2.2 MILES NORTHWEST
 AU0189'ALONG STATE HIGHWAY 182 FROM THE UNITED METHODIST CHURCH
 AU0189'AT PATTERSON.  THE STATION IN IN THE YARD FOR A ONE STORY
 AU0189'FRAME HOUSE, 164 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 AU0189'69.7 FEET WEST OF AND ACROSS THE DRIVEWAY FROM THE SOUTHWEST
 AU0189'CORNER OF THE HOUSE, 51-1/2 FEET WEST OF THE CENTER LINE OF
 AU0189'DRIVEWAY, 53 FEET SOUTH OF A 96-INCH OAK TREE, 1.2 FEET
 AU0189'NORTHEAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL
 AU0189'OF THE HIGHWAY, ABOUT LEVEL WITH THE DRIVEWAY AND SET IN
 AU0189'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 AU0189'LEVEL OF THE GROUND.  R.M. 3 IS 62.4 FEET EAST OF THE
 AU0189'STATION MARK, 149-1/2 FEET NORTH OF THE CENTER LINE OF THE
 AU0189'HIGHWAY, 11 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AU0189'HOUSE, 7-1/2 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 3
 AU0189'FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH
 AU0189'THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST
 AU0189'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AU0189'
 AU0189'R.M. 4 WAS ESTABLISHED BY THIS PARTY.  R.M. 4 IS 130.1 FEET
 AU0189'SOUTH-SOUTHEAST OF THE STATION MARK DESCRIBED, 46-1/2 FEET
 AU0189'NORTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 AU0189'A DRIVEWAY LEADING TO A RESIDENCE, 21 FEET WEST OF THE CENTER
 AU0189'LINE OF THE DRIVEWAY, 40-1/2 FEET NORTH OF THE CENTER LINE
 AU0189'OF THE HIGHWAY, 2-1/2 FEET WEST OF POWER LINE POLE 38, IN
 AU0189'LINE WITH A ROW OF POLES, 2 FEET BELOW THE LEVEL OF THE
 AU0189'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AU0189'THE GROUND.
 AU0189'
 AU0189'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION AS NO SUITABLE
 AU0189'PLACE COULD BE FOUND FOR SUCH.  THE SOUTHERN NATURAL GAS
 AU0189'RADIO TOWER CAN BE SEEN FROM THE GROUND AND COULD BE USED.
 AU0189'ALSO A BEACON CAN BE SEEN AT AN AIRPORT FROM THE STATION.
 AU0189'
 AU0189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES
 AU0189'NORTHWEST
 AU0189
 AU0189                          STATION RECOVERY (1969)
 AU0189
 AU0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AU0189'2.2 MI NW FROM PATTERSON.
 AU0189'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 182 FROM THE UNITED
 AU0189'METHODIST CHURCH AT PATTERSON, IN THE YARD FOR A ONE STORY FRAME
 AU0189'HOUSE, 164 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 69.7 FEET
 AU0189'WEST AND ACROSS A DRIVEWAY FROM THE SOUTHWEST CORNER OF THE HOUSE, 51
 AU0189'1/2 FEET WEST OF THE CENTER LINE OF DRIVEWAY, 53 FEET SOUTH OF A
 AU0189'96-INCH OAK TREE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, 4 FEET
 AU0189'BELOW THE LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE DRIVEWAY AND SET
 AU0189'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 AU0189'THE GROUND.
 AU0189
 AU0189                          STATION RECOVERY (1976)
 AU0189
 AU0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0189'RECOVERED IN GOOD CONDITION.
 AU0189
 AU0189                          STATION RECOVERY (1985)
 AU0189
 AU0189'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (RJW)
 AU0189'TECHE 1931 FOUND GOOD.
 AU0189'
 AU0189'THE STATION, RM 3 AND RM 4 WERE RECOVERED AS PREVIOUSLY DESCRIBED
 AU0189'IN GOOD CONDITION.  THE BEACON AT THE AIRPORT CAN NO LONGER BE SEEN
 AU0189'FROM THE GROUND DUE TO GROWTH OF TREES.  DO NOT USE PATTERSON
 AU0189'MUNICIPAL WATER TANK FOR AN AZIMUTH MARK BECAUSE IT HAS BEEN MOVED
 AU0189'FROM ITS ORIGINAL LOCATION.
 AU0189
 AU0189                          STATION RECOVERY (1985)
 AU0189
 AU0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (RJW)
 AU0189'RECOVERED IN GOOD CONDITION.
 AU0189
 AU0189                          STATION RECOVERY (1993)
 AU0189
 AU0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0189'0.4 KM (0.25 MI) NORTHEASTERLY ALONG CATHERINE STREET FROM THE POST
 AU0189'OFFICE IN PATTERSON, THENCE 3.6 KM (2.25 MI) WESTERLY ALONG STATE
 AU0189'HIGHWAY 182, 50.0 M (164.0 FT) NORTH OF THE CENTERLINE OF THE
 AU0189'HIGHWAY, 39.7 M (130.2 FT) WEST OF REFERENCE MARK 4, 19.0 M (62.3 FT)
 AU0189'NORTH OF REFERENCE MARK 3, 16.4 M (53.8 FT) WEST OF THE CENTER OF A
 AU0189'GRAVELED DRIVEWAY, 15.1 M (49.5 FT) SOUTH OF A 96-INCH OAK TREE, 0.3
 AU0189'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A
 AU0189'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 AU0189'GROUND SURFACE.
 AU0189
 AU0189                          STATION RECOVERY (1999)
 AU0189
 AU0189'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5138 ***********************************************************************
 BJ5138  DESIGNATION -  TECHE
 BJ5138  PID         -  BJ5138
 BJ5138  STATE/COUNTY-  LA/IBERIA
 BJ5138  USGS QUAD   -  NEW IBERIA NORTH (1983)
 BJ5138
 BJ5138                         *CURRENT SURVEY CONTROL
 BJ5138  ___________________________________________________________________
 BJ5138* NAD 83(1992)-  30 01 39.42320(N)    091 46 33.35163(W)     ADJUSTED  
 BJ5138* NAVD 88     -         6.0  **(meters)      20.   **(feet)  VERTCON   
 BJ5138  **This station is located in a subsidence area (see below).
 BJ5138  ___________________________________________________________________
 BJ5138  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BJ5138  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ5138
 BJ5138  HORZ ORDER  -  SECOND
 BJ5138
 BJ5138.The horizontal coordinates were established by classical geodetic methods
 BJ5138.and adjusted by the National Geodetic Survey in January 1993..
 BJ5138
 BJ5138 ** The orthometric height has not been validated since last determined
 BJ5138 ** by differential leveling and should not be used for control purposes.
 BJ5138 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5138 ** area with valid NAVD 88 orthometric heights.
 BJ5138 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5138 ** epoch indicated which incorporates improved geoid heights for the
 BJ5138 ** Southern Louisiana Subsidence area.
 BJ5138 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5138
 BJ5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5138
 BJ5138.The geoid height was determined by GEOID03.
 BJ5138
 BJ5138;                    North         East     Units Scale Factor Converg.
 BJ5138;SPC LA S     -   169,410.109   957,310.498   MT  0.99992585   -0 13 16.7
 BJ5138;SPC LA S     -   555,806.33  3,140,776.19   sFT  0.99992585   -0 13 16.7
 BJ5138;UTM  15      - 3,322,476.596   618,030.434   MT  0.99977188   +0 36 45.4
 BJ5138
 BJ5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5138!SPC LA S     -   1.00000329  x   0.99992585  =   0.99992914
 BJ5138!UTM  15      -   1.00000329  x   0.99977188  =   0.99977516
 BJ5138
 BJ5138|---------------------------------------------------------------------|
 BJ5138| PID    Reference Object                     Distance      Geod. Az  |
 BJ5138|                                                           dddmmss.s |
 BJ5138| BJ5137 TECHE LDH 1969 RM 1                  22.089 METERS 12904     |
 BJ5138| CW1542 TECHE AZ MK                                        1710324.7 |
 BJ5138| CW1543 TECHE RM 2                           13.250 METERS 22837     |
 BJ5138|---------------------------------------------------------------------|
 BJ5138
 BJ5138                          SUPERSEDED SURVEY CONTROL
 BJ5138
 BJ5138  NAD 83(1986)-  30 01 39.44405(N)    091 46 33.34600(W) AD(       ) 2
 BJ5138  NAD 27      -  30 01 38.71571(N)    091 46 32.92991(W) AD(       ) 2
 BJ5138  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 BJ5138
 BJ5138.Superseded values are not recommended for survey control.
 BJ5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5138.See file dsdata.txt to determine how the superseded data were derived.
 BJ5138
 BJ5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1803022477(NAD 83)
 BJ5138_MARKER: DD = SURVEY DISK
 BJ5138_SETTING: 0 = UNSPECIFIED SETTING
 BJ5138
 BJ5138  HISTORY     - Date     Condition        Report By
 BJ5138  HISTORY     - 1969     MONUMENTED       LADH
 BJ5138  HISTORY     - 1985     GOOD             LOCENG
 BJ5138
 BJ5138                          STATION DESCRIPTION
 BJ5138
 BJ5138'DESCRIBED BY LA DEPT OF HIGHWAYS 1969 (RT)
 BJ5138'THE STATION IS LOCATED 3 MILES NORTHEAST OF NEW IBERIA AND 3.5 MILES
 BJ5138'NORTHWEST OF OLIVIER ON PROPERTY OWNED BY THE MISSOURI PACIFIC
 BJ5138'RAILROAD.  IT IS 83.20 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 BJ5138'344, 70.0 FEET NORTHWEST OF POWER POLE NO. 818, 44.90 FEET
 BJ5138'NORTHEAST OF POWER POLE NO. 76, 6.30 FEET NORTH OF A METAL WITNESS
 BJ5138'POST AND SIGN, AND 4.20 FEET SOUTH OF THE SOUTH RAIL ON THE
 BJ5138'MISSOURI PACIFIC RAILROAD.  IT IS A LOUISIANA DEPARTMENT OF
 BJ5138'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED TECHE 1969
 BJ5138'PROJECTING 2 INCHES.
 BJ5138'
 BJ5138'REFERENCE MARK NO. 1 IS 72.48 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ5138'68.0 FEET SOUTHEAST OF THE WITNESS POST AT THE STATION, 56.50 FEET
 BJ5138'SOUTH-SOUTHEAST OF THE SOUTH RAIL ON THE MISSOURI PACIFIC RAILROAD,
 BJ5138'33.80 FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 344,
 BJ5138'15.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF A FIELD ROAD, 7.00
 BJ5138'FEET SOUTHWEST OF THE SOUTH END OF A CULVERT, AND 2.10 FEET EAST
 BJ5138'OF POWER POLE NO. 818.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ5138'AND COAST AND GEODETIC SURVEY DISK STAMPED TECHE R. M. 1 1969,
 BJ5138'PROJECTING 2 INCHES.
 BJ5138'
 BJ5138'REFERENCE MARK NO. 2 IS 43.47 FEET SOUTHWEST OF THE STATION.  IT IS
 BJ5138'129.90 FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 344,
 BJ5138'87.50 FEET WEST OF POWER POLE NO. 818, 39.90 FEET SOUTHWEST OF THE
 BJ5138'WITNESS POST AT THE STATION, 28.80 FEET SOUTH-SOUTHEAST OF THE
 BJ5138'SOUTH RAIL ON THE MISSOURI PACIFIC RAILROAD, AND 1.70 FEET
 BJ5138'EAST-NORTHEAST OF POWER POLE NO. 76.  IT IS A LOUISIANA DEPARTMENT
 BJ5138'OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED TECHE R. M.
 BJ5138'2 1969, PROJECTING 2 INCHES.
 BJ5138'
 BJ5138'THE AZIMUTH MARK IS 0.60 MILE SOUTH OF THE STATION.  IT IS 77.30
 BJ5138'FEET NORTHEAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 64.70
 BJ5138'FEET NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 677, 34.0
 BJ5138'FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 344, 2.10
 BJ5138'FEET EAST OF A POWER POLE, AND 2.00 FEET SOUTHEAST OF A METAL
 BJ5138'WITNESS POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF
 BJ5138'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED TECHE AZ. MK.
 BJ5138'1969, PROJECTING 2 INCHES.
 BJ5138'
 BJ5138'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG
 BJ5138'STATE HIGHWAY 344 FOR 0.60 MILE TO THE MARK SET ON THE WEST SIDE OF
 BJ5138'THE HIGHWAY AT THE JUNCTION WITH STATE HIGHWAY 677.
 BJ5138'
 BJ5138'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 182 AND STATE
 BJ5138'HIGHWAY 86, IN NEW IBERIA, FOLLOW STATE HIGHWAY 86 NORTHEAST FOR
 BJ5138'2.90 MILES TO JUNCTION WITH STATE HIGHWAY 344, DRIVE NORTH ALONG
 BJ5138'STATE HIGHWAY 344 FOR 1.10 MILES TO A RAILROAD CROSSING.  THE STATION
 BJ5138'IS SET WEST OF THE HIGHWAY AND SOUTH OF THE RAILROAD ON THE
 BJ5138'RAILROAD RIGHT OF WAY.
 BJ5138
 BJ5138                          STATION RECOVERY (1985)
 BJ5138
 BJ5138'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (LD)
 BJ5138'TECHE 1969 STATION WAS FOUND IN GOOD CONDITION ON JANUARY 3, 1985.
 BJ5138'THE DIRECTION ALONG THE HIGHWAY TO THE STATION ARE SUFFICIENT TO
 BJ5138'LOCATE THE STATION.  REFERENCES WERE CHECKED AND FOUND TO BE 7.2
 BJ5138'FEET SOUTH OF THE CENTERLINE OF THE MISSOURI-PACIFIC RAILROAD.  44.8
 BJ5138'FEET NORTHEAST OF POWERPOLE 76.  70 FEET NORTHWEST OF POWERPOLE
 BJ5138'4BA-2 (818).  83.2 FEET WEST OF THE CENTERLINE OF LA HIGHWAY
 BJ5138'344.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0871 ***********************************************************************
 AV0871  DESIGNATION -  TEE
 AV0871  PID         -  AV0871
 AV0871  STATE/COUNTY-  LA/CAMERON
 AV0871  USGS QUAD   -  JOHNSONS BAYOU (1982)
 AV0871
 AV0871                         *CURRENT SURVEY CONTROL
 AV0871  ___________________________________________________________________
 AV0871* NAD 83(1992)-  29 50 10.13255(N)    093 42 55.34526(W)     ADJUSTED  
 AV0871* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0871  ___________________________________________________________________
 AV0871  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AV0871  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AV0871
 AV0871  HORZ ORDER  -  THIRD
 AV0871
 AV0871.The horizontal coordinates were established by classical geodetic methods
 AV0871.and adjusted by the National Geodetic Survey in February 1996..
 AV0871
 AV0871.The orthometric height was scaled from a topographic map.
 AV0871
 AV0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0871
 AV0871.The geoid height was determined by GEOID03.
 AV0871
 AV0871;                    North         East     Units Scale Factor Converg.
 AV0871;SPC LA S     -   150,497.089   769,821.888   MT  0.99992985   -1 11 27.8
 AV0871;SPC LA S     -   493,755.87  2,525,657.31   sFT  0.99992985   -1 11 27.8
 AV0871;UTM  15      - 3,300,844.100   430,889.887   MT  0.99965893   -0 21 21.3
 AV0871
 AV0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0871!SPC LA S     -   1.00000394  x   0.99992985  =   0.99993379
 AV0871!UTM  15      -   1.00000394  x   0.99965893  =   0.99966287
 AV0871
 AV0871|---------------------------------------------------------------------|
 AV0871| PID    Reference Object                     Distance      Geod. Az  |
 AV0871|                                                           dddmmss.s |
 AV0871| CV9477 TEE RM                               24.415 METERS 09045     |
 AV0871| AV0876 SMITH                               APPROX. 7.0 KM 1470355.7 |
 AV0871|---------------------------------------------------------------------|
 AV0871
 AV0871                          SUPERSEDED SURVEY CONTROL
 AV0871
 AV0871  NAD 83(1992)-  29 50 10.13247(N)    093 42 55.34527(W) AD(       ) 3
 AV0871  NAD 83(1986)-  29 50 10.15500(N)    093 42 55.33003(W) AD(       ) 3
 AV0871  NAD 27      -  29 50 09.37000(N)    093 42 54.75000(W) AD(       ) 3
 AV0871
 AV0871.Superseded values are not recommended for survey control.
 AV0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0871.See file dsdata.txt to determine how the superseded data were derived.
 AV0871
 AV0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3089000844(NAD 83)
 AV0871_MARKER: DD = SURVEY DISK
 AV0871_SETTING: 0 = UNSPECIFIED SETTING
 AV0871
 AV0871  HISTORY     - Date     Condition        Report By
 AV0871  HISTORY     - 1933     MONUMENTED       USGS
 AV0871
 AV0871                          STATION DESCRIPTION
 AV0871
 AV0871'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0871'ABOUT 4.7 MILES W FROM MAGNOLIA OIL FIELD IN MARSH AT CORNER
 AV0871'OF SECTIONS 14, 15, 22, AND 23 STAKE.  OPPOSITE A T-CANAL N
 AV0871'AND 1 MILE E OF ANGLE IN THE S CANAL TO N.
 AV0871'
 AV0871'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED TEE
 AV0871'1933.
 AV0871'
 AV0871'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0871'TABLET AND IS 80.7 FEET E FROM STATION MARK.  S 89 DEG 16 MIN E.
 AV0871'
 AV0871'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0871'ELEVATED 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1281 ***********************************************************************
 AT1281  DESIGNATION -  TELA 1934
 AT1281  PID         -  AT1281
 AT1281  STATE/COUNTY-  LA/PLAQUEMINES
 AT1281  USGS QUAD   -  BLACK BAY SOUTH (1992)
 AT1281
 AT1281                         *CURRENT SURVEY CONTROL
 AT1281  ___________________________________________________________________
 AT1281* NAD 83(1992)-  29 31 10.84631(N)    089 31 07.93056(W)     ADJUSTED  
 AT1281* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1281  **This station is located in a subsidence area (see below).
 AT1281  ___________________________________________________________________
 AT1281  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AT1281  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AT1281
 AT1281  HORZ ORDER  -  THIRD
 AT1281
 AT1281.The horizontal coordinates were established by classical geodetic methods
 AT1281.and adjusted by the National Geodetic Survey in May 1994..
 AT1281
 AT1281 ** The orthometric height has not been validated since last determined
 AT1281 ** by differential leveling and should not be used for control purposes.
 AT1281 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1281 ** area with valid NAVD 88 orthometric heights.
 AT1281 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1281 ** epoch indicated which incorporates improved geoid heights for the
 AT1281 ** Southern Louisiana Subsidence area.
 AT1281 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1281.The orthometric height was scaled from a topographic map.
 AT1281
 AT1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1281
 AT1281.The geoid height was determined by GEOID03.
 AT1281
 AT1281;                    North         East     Units Scale Factor Converg.
 AT1281;SPC LA S     -   114,419.613 1,175,893.530   MT  0.99996077   +0 54 26.1
 AT1281;SPC LA S     -   375,391.68  3,857,910.69   sFT  0.99996077   +0 54 26.1
 AT1281;UTM  16      - 3,268,209.187   255,858.736   MT  1.00033552   -1 14 30.2
 AT1281
 AT1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1281!SPC LA S     -   1.00000387  x   0.99996077  =   0.99996464
 AT1281!UTM  16      -   1.00000387  x   1.00033552  =   1.00033939
 AT1281
 AT1281                          SUPERSEDED SURVEY CONTROL
 AT1281
 AT1281  NAD 83(1992)-  29 31 10.84675(N)    089 31 07.93096(W) AD(       ) 3
 AT1281  NAD 83(1986)-  29 31 10.85411(N)    089 31 07.93669(W) AD(       ) 3
 AT1281  NAD 27      -  29 31 10.09100(N)    089 31 07.71400(W) AD(       ) 3
 AT1281
 AT1281.Superseded values are not recommended for survey control.
 AT1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1281.See file dsdata.txt to determine how the superseded data were derived.
 AT1281
 AT1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5585968209(NAD 83)
 AT1281_MARKER: DS = TRIANGULATION STATION DISK
 AT1281_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1281_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1281
 AT1281  HISTORY     - Date     Condition        Report By
 AT1281  HISTORY     - 1934     MONUMENTED       CGS
 AT1281  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1281
 AT1281                          STATION DESCRIPTION
 AT1281
 AT1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT1281'IN HARD MARSH
 AT1281'GROUND 50 METERS
 AT1281'(164 FEET) SW OF THE EXTREME NORTHEASTERN END
 AT1281'OF TELEGRAPH POINT, IN THE FIRST
 AT1281'BIGHT ON THE NORTHERN SHORE,
 AT1281'AND 16 METERS (52 FEET) FROM THE SHORE LINE.  THE
 AT1281'STATION IS MARKED
 AT1281'BY A STANDARD BRONZE DISK SET IN CONCRETE AT THE TOP OF A TILE
 AT1281'REFERENCE MARK NO. 1 IS A STANDARD BRONZE
 AT1281'REFERENCE DISK SET IN CONCRETE IS IN.
 AT1281'HARD MARSH GROUND 10.20 METERS (33.5 FEET) 37 DEG (MAGNETIC)
 AT1281'FROM
 AT1281'THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE
 AT1281'DISK SET IN
 AT1281'CONCRETE, IS IN HARD MARSH
 AT1281'GROUND 12 METERS (39 FEET) IN
 AT1281'FROM THE SHORE AND 11.55 METERS
 AT1281'(37.9 FEET) 218 DEG (MAGNETIC) FROM THE STATION.
 AT1281
 AT1281                          STATION RECOVERY (1965)
 AT1281
 AT1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1281'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AT1281'FOUND.  IT IS
 AT1281'BELIEVED THAT THE STATION IS LOST DUE TO EROSION OF
 AT1281'THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2485 ***********************************************************************
 BW2485  DESIGNATION -  TELLER
 BW2485  PID         -  BW2485
 BW2485  STATE/COUNTY-  LA/POINTE COUPEE
 BW2485  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW2485
 BW2485                         *CURRENT SURVEY CONTROL
 BW2485  ___________________________________________________________________
 BW2485* NAD 83(1992)-  31 00 29.24950(N)    091 43 27.05260(W)     ADJUSTED  
 BW2485* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BW2485  ___________________________________________________________________
 BW2485  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BW2485  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW2485
 BW2485  HORZ ORDER  -  FIRST
 BW2485
 BW2485.The horizontal coordinates were established by classical geodetic methods
 BW2485.and adjusted by the National Geodetic Survey in January 1993..
 BW2485
 BW2485.The orthometric height was scaled from a topographic map.
 BW2485
 BW2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2485
 BW2485.The geoid height was determined by GEOID03.
 BW2485
 BW2485;                    North         East     Units Scale Factor Converg.
 BW2485;SPC LA S     -   278,089.237   962,672.605   MT  1.00008005   -0 11 43.5
 BW2485;SPC LA S     -   912,364.44  3,158,368.37   sFT  1.00008005   -0 11 43.5
 BW2485;SPC LA N     -    56,605.486 1,074,090.022   MT  1.00003973   +0 24 36.6
 BW2485;SPC LA N     -   185,713.17  3,523,910.35   sFT  1.00003973   +0 24 36.6
 BW2485;UTM  15      - 3,431,200.993   621,791.818   MT  0.99978297   +0 39 26.4
 BW2485
 BW2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2485!SPC LA S     -   1.00000425  x   1.00008005  =   1.00008431
 BW2485!SPC LA N     -   1.00000425  x   1.00003973  =   1.00004399
 BW2485!UTM  15      -   1.00000425  x   0.99978297  =   0.99978722
 BW2485
 BW2485:                Primary Azimuth Mark                     Grid Az
 BW2485:SPC LA S     -  TELLER 1919 B                            103 20 53.9
 BW2485:SPC LA N     -  TELLER 1919 B                            102 44 33.8
 BW2485:UTM  15      -  TELLER 1919 B                            102 29 44.0
 BW2485
 BW2485|---------------------------------------------------------------------|
 BW2485| PID    Reference Object                     Distance      Geod. Az  |
 BW2485|                                                           dddmmss.s |
 BW2485| BW2497 TELLER 1919 B                       494.987 METERS 1030910.4 |
 BW2485| BW2498 TELLER 1919 A                       258.166 METERS 12111     |
 BW2485| CY5667 TELLER RM                            29.150 METERS 21342     |
 BW2485| BW2489 ENGINEER BASE                       APPROX. 0.7 KM 2961455.5 |
 BW2485| BW2499 ENGINEER BASE 1919 B                338.990 METERS 30139     |
 BW2485|---------------------------------------------------------------------|
 BW2485
 BW2485                          SUPERSEDED SURVEY CONTROL
 BW2485
 BW2485  NAD 83(1986)-  31 00 29.26687(N)    091 43 27.04706(W) AD(       ) 1
 BW2485  NAD 27      -  31 00 28.62111(N)    091 43 26.61724(W) AD(       ) 1
 BW2485
 BW2485.Superseded values are not recommended for survey control.
 BW2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2485.See file dsdata.txt to determine how the superseded data were derived.
 BW2485
 BW2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2179231201(NAD 83)
 BW2485_MARKER: DS = TRIANGULATION STATION DISK
 BW2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2485
 BW2485  HISTORY     - Date     Condition        Report By
 BW2485  HISTORY     - 1919     MONUMENTED       CGS
 BW2485  HISTORY     - 1929     GOOD             CGS
 BW2485  HISTORY     - 1935     GOOD             CGS
 BW2485  HISTORY     - 1937     GOOD             LAGS
 BW2485
 BW2485                          STATION DESCRIPTION
 BW2485
 BW2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (LHZ)
 BW2485'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BW2485'
 BW2485'IN TOP OF LEVEE, 5/8 MILE E OF JUNCTION OF ATCHAFALAYA, RED AND
 BW2485'OLD RIVERS, AND 29 METERS (95 FEET) N OF HOUSE OWNED BY
 BW2485'GEORGE KELLER AND OCCUPIED BY HORACE BROWN ABOUT 1/8
 BW2485'MILE W OF GEORGE KELLERS RESIDENCE.
 BW2485'
 BW2485'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2485'DISKS SET IN CONCRETE.
 BW2485'
 BW2485'REFERENCE MARK IS 29.150 METERS (95.64 FEET) FROM STATION
 BW2485'S 33 DEG 42 MIN W.
 BW2485'
 BW2485'IN 1929 STATION WAS FOUND IN GOOD CONDITION, ON TOP OF LEVEE,
 BW2485'JUST BEHIND TOPPING, AND PARTIALLY COVERED BY IT.
 BW2485'
 BW2485'REFERENCE MARK WAS FOUND, BUT IT HAS BEEN MOVED AND RESET ON
 BW2485'ACCOUNT OF HIGHWAY CONSTRUCTION.
 BW2485
 BW2485                          STATION RECOVERY (1935)
 BW2485
 BW2485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BW2485'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BW2485'
 BW2485'REFERENCE MARK (1919) DUG UP IN HIGHWAY CONSTRUCTION, RECOVERED
 BW2485'AND RESET IN REINFORCED CONCRETE MASS IN NEW LOCATION.
 BW2485'
 BW2485'STATION IS ON S SLOPE OF TOP OF LEVEE, JUST S OF THE PATH
 BW2485'DOWN FROM SUMMIT, JUST BEHIND TOPPING AND COVERED BY IT FOR
 BW2485'ABOUT 8 INCHES.  STATION MARK IS STAMPED TELLER 1919.
 BW2485'
 BW2485'REFERENCE MARK NO. 1 (1919) IS A STANDARD BRONZE DISK SET IN
 BW2485'A 14-BY 14-BY 30-INCH CONCRETE PIER, INSIDE S FENCE.  IT IS NOW
 BW2485'LOCATED AT NW CORNER OF GARDEN, ON S SIDE OF HIGHWAY AND W
 BW2485'OF CABIN AND 35.66 METERS (117.00 FEET) FROM STATION
 BW2485'S 40 DEG 27 MIN W.  IT IS STAMPED TELLER 1919.
 BW2485'
 BW2485'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BW2485'A 14-BY 14-BY 30-INCH CONCRETE PIER ON SUMMIT OF LEVEE, JUST
 BW2485'S OF THE RIDGE PATH AND 26.775 METERS (87.83 FEET) FROM STATION
 BW2485'N 58 DEG 46 MIN W.
 BW2485'
 BW2485'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1, IS 41.005 METERS
 BW2485'(134.58 FEET) S 0 DEG 22 MIN W.
 BW2485
 BW2485                          STATION RECOVERY (1937)
 BW2485
 BW2485'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BW2485'ORIGINAL DESCRIPTION IS CORRECT.
 BW2485'
 BW2485'WORK IS BEING DONE ON LEVEE NOW AND FROM LOCAL INFORMATION THE
 BW2485'PART OF THE LEVEE THAT THE MONUMENT IS ON WILL BE TORN DOWN BY
 BW2485'MAY, 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2843 ***********************************************************************
 AU2843  DESIGNATION -  TEMPLE
 AU2843  PID         -  AU2843
 AU2843  STATE/COUNTY-  LA/LAFOURCHE
 AU2843  USGS QUAD   -  CATAHOULA BAY (1979)
 AU2843
 AU2843                         *CURRENT SURVEY CONTROL
 AU2843  ___________________________________________________________________
 AU2843* NAD 83(1992)-  29 41 37.21901(N)    090 20 49.93116(W)     ADJUSTED  
 AU2843* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2843  **This station is located in a subsidence area (see below).
 AU2843  ___________________________________________________________________
 AU2843  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AU2843  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AU2843
 AU2843  HORZ ORDER  -  FIRST
 AU2843
 AU2843.The horizontal coordinates were established by classical geodetic methods
 AU2843.and adjusted by the National Geodetic Survey in January 1993..
 AU2843
 AU2843 ** The orthometric height has not been validated since last determined
 AU2843 ** by differential leveling and should not be used for control purposes.
 AU2843 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2843 ** area with valid NAVD 88 orthometric heights.
 AU2843 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2843 ** epoch indicated which incorporates improved geoid heights for the
 AU2843 ** Southern Louisiana Subsidence area.
 AU2843 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2843.The orthometric height was scaled from a topographic map.
 AU2843
 AU2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2843
 AU2843.The geoid height was determined by GEOID03.
 AU2843
 AU2843;                    North         East     Units Scale Factor Converg.
 AU2843;SPC LA S     -   132,722.986 1,095,431.998   MT  0.99994003   +0 29 35.1
 AU2843;SPC LA S     -   435,442.00  3,593,929.81   sFT  0.99994003   +0 29 35.1
 AU2843;UTM  15      - 3,287,787.425   756,685.297   MT  1.00041303   +1 18 53.3
 AU2843
 AU2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2843!SPC LA S     -   1.00000400  x   0.99994003  =   0.99994403
 AU2843!UTM  15      -   1.00000400  x   1.00041303  =   1.00041703
 AU2843
 AU2843:                Primary Azimuth Mark                     Grid Az
 AU2843:SPC LA S     -  PEROT                                    092 57 01.6
 AU2843:UTM  15      -  PEROT                                    092 07 43.4
 AU2843
 AU2843|---------------------------------------------------------------------|
 AU2843| PID    Reference Object                     Distance      Geod. Az  |
 AU2843|                                                           dddmmss.s |
 AU2843| AU2835 PEROT                               APPROX.16.7 KM 0932636.7 |
 AU2843| DD8143 TEMPLE AZ MK                                       1441553.0 |
 AU2843| DD8145 TEMPLE RM 1                                        15529     |
 AU2843| DD8144 TEMPLE AZ MK RESET                                 1610325.9 |
 AU2843| AU2852 OIL DERRICK WEST OF LAROSE          APPROX.15.0 KM 2231030.7 |
 AU2843| AU2851 VALENTINE SUGAR FACT TALL STK       APPROX.16.0 KM 2264405.0 |
 AU2843| AU3140 LOCKPORT MUNICIPAL TANK             APPROX.19.2 KM 2542156.9 |
 AU2843| AU2853 GOLDEN VALLEY RANCH TALL STACK      APPROX.11.4 KM 2610703.0 |
 AU2843| AU2842 TT 60 F USGS 1934                    35.740 METERS 29808     |
 AU2843|---------------------------------------------------------------------|
 AU2843
 AU2843                          SUPERSEDED SURVEY CONTROL
 AU2843
 AU2843  NAD 83(1986)-  29 41 37.23584(N)    090 20 49.93571(W) AD(       ) 1
 AU2843  NAD 27      -  29 41 36.47363(N)    090 20 49.64779(W) AD(       ) 1
 AU2843
 AU2843.Superseded values are not recommended for survey control.
 AU2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2843.See file dsdata.txt to determine how the superseded data were derived.
 AU2843
 AU2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5668587787(NAD 83)
 AU2843_MARKER: DS = TRIANGULATION STATION DISK
 AU2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2843
 AU2843  HISTORY     - Date     Condition        Report By
 AU2843  HISTORY     - 1934     MONUMENTED       CGS
 AU2843  HISTORY     - 1943     GOOD             CGS
 AU2843  HISTORY     - 1962     POOR             USGS
 AU2843  HISTORY     - 1966     GOOD             CGS
 AU2843  HISTORY     - 1972     MARK NOT FOUND   NGS
 AU2843
 AU2843                          STATION DESCRIPTION
 AU2843
 AU2843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2843'STATION IS ON THE W SIDE OF LAKE SALVADORE, AT THE MOUTH OF
 AU2843'BAYOU DES ALLEMANDS, ABOUT 1/4 MILE S OF THE COMPANY CANAL,
 AU2843'ON THE N END OF A SHELL RIDGE, 225 FEET E OF A HOUSE AND ABOUT
 AU2843'250 FEET SE OF A BOAT LANDING.
 AU2843'
 AU2843'THE STATION IS MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE.
 AU2843'
 AU2843'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2843'IS 100 FEET W OF THE LAKE SHORE,
 AU2843'AND 153.90 FEET (41.91 METERS) FROM THE STATION S 24 DEG 41 MIN E.
 AU2843'
 AU2843'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE
 AU2843'IS 50 FEET W OF THE LAKE SHORE AND
 AU2843'ABOUT 260 YARDS FROM THE STATION S 35 DEG 44 MIN E.
 AU2843'
 AU2843'TT 60F (USGS) (1932) IS 35.74 METERS (117.3 FEET) FROM THE
 AU2843'STATION N 61 DEG 52 MIN W.
 AU2843
 AU2843                          STATION RECOVERY (1943)
 AU2843
 AU2843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCW)
 AU2843'THE STATION WAS RECOVERED AND THE FOLLOWING NOTATION MADE--
 AU2843'THE HOUSE AND BOAT LANDING REFERRED TO IN THE ORIGINAL DESCRIPTION
 AU2843'ARE NO LONGER IN PLACE.  THE SITE OF THE HOUSE IS MARKED BY
 AU2843'A CHARRED STUMP AND SNAG OF A LARGE TREE.
 AU2843'
 AU2843'TT 60F (USGS) 1932 WAS FOUND UPROOTED AND LAYING ON ITS
 AU2843'SIDE ON THE BEACH AND SHOULD BE CONSIDERED LOST.
 AU2843'
 AU2843'THE AZIMUTH MARK WAS RECOVERED AND WAS ABOUT 16 INCHES FROM
 AU2843'THE EDGE OF THE BANK WHERE SHELL EXCAVATION HAD TAKEN PLACE.
 AU2843'THE MARK WAS SOLID AND APPARENTLY WAS UNDISTURBED.  THERE
 AU2843'WERE NO OBJECTS VISIBLE FROM THE GROUND WHICH COULD BE
 AU2843'USED TO CHECK THE AZIMUTH OF THE MARK.  THE ANGLE FROM THE
 AU2843'AZIMUTH MARK TO THE NORTHERLY TANK OF A TANK BATTERY IN LAKE
 AU2843'SALVADORE WAS MEASURED, THEN THE REFERENCE MARK WAS DUG OUT
 AU2843'AND MOVED INTACT TO A POSITION TO THE WESTWARD OF ITS ORIGINAL
 AU2843'POSITION AND THE ANGLE MEASURED FROM THE TANK BATTERY TO THE
 AU2843'AZIMUTH MARK IN ITS NEW POSITION.
 AU2843'
 AU2843'THE DESCRIPTION SHOULD NOW READ AS FOLLOWS--
 AU2843'
 AU2843'STATION IS ON THE WEST SIDE OF LAKE SALVADORE, AT THE MOUTH
 AU2843'OF BAYOU DES ALLEMONDS, AND CAN BE BEST APPROACHED
 AU2843'BY BOAT FROM THE GRAVEL ROAD TERMINAL AT BAYOU GAUCHE.  IT
 AU2843'IS 1/4 MILE SOUTH OF THE COMPANY CANAL, ON THE LOWER AND FLAT PART
 AU2843'OF THE NORTH END OF A SHELL BANK KNOWN AS THE TEMPLE, WHICH
 AU2843'WAS REPUTEDLY BUILT BY INDIANS AS A BURYING MOUND.  THE
 AU2843'STATION IS 225 FT. EAST OF A KNOLL ON THE NORTH END OF THE BANK
 AU2843'ON WHICH AT ONE TIME THERE WAS A HOUSE AND IS NOW MARKED
 AU2843'BY THE CHARRED STUMP AND SNAG OF A LARGE TREE.  THE STATION
 AU2843'MARK CONSISTS OF BRONZE DISCS SET IN CONCRETE.
 AU2843'THE STATION MARK PROJECTS 3 INCHES
 AU2843'ABOVE THE GROUND SURFACE AND IS 10 FT. FROM THE LAKE
 AU2843'SHORE.
 AU2843'
 AU2843'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2843'IS ABOUT 30 FT. WEST OF THE LAKE
 AU2843'SHORE ON TOP OF A SLIGHT RISE AND 153.90 FEET (46.91 METERS)
 AU2843'FROM THE STATION S 24 DEG 31 MIN E.
 AU2843'
 AU2843'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN AN 8-INCH
 AU2843'SQUARE TILE FILLED WITH CONCRETE,
 AU2843'IS ABOUT 75 FEET INSHORE FROM A BIGHT IN THE LAKE SHORELINE,
 AU2843'ABOUT 250 YARDS FROM THE STATION, NEAR THE WEST EDGE OF THE
 AU2843'SHELL BANK, AND IN A LOW FLAT PART OF IT.  THE MARK IS 40
 AU2843'FEET WSW OF A 14-INCH HACKBERRY TREE COVERED WITH SPANISH MOSS.
 AU2843'THE MARK IS SET IN HARD PACKED SHELL AND PROJECTS ABOUT 6
 AU2843'INCHES ABOVE THE GROUND SURFACE.
 AU2843'
 AU2843'SHELL DREDGING OPERATIONS ARE AT PRESENT TAKING PLACE AND
 AU2843'IT IS POSSIBLE THAT THE ENTIRE SHELL BANK MAY BE EXCAVATED,
 AU2843'IN WHICH CASE THE STATION WOULD BE DESTROYED.  HOWEVER, THE
 AU2843'STATION AND AZIMUTH MARKS ARE IN SUCH A POSITION THAT THEY
 AU2843'WOULD PROBABLY BE ABOUT THE LAST PARTS OF THE BANK TO BE
 AU2843'DESTROYED IN THAT THEY ARE COMPARATIVELY LOW GROUND.  THERE
 AU2843'HAS ALREADY BEEN CONSIDERABLE CHANGE IN LOCAL TOPOGRAPHY ON
 AU2843'THIS ACCOUNT.
 AU2843'
 AU2843'THE TANK BATTERY REFERRED TO ABOVE IS THE HIGHEST AND MOST
 AU2843'N (AS SEEN FROM THE STATION) TANK (WITH A SUPERSTRUCTURE
 AU2843'ON TOP) OF A BATTERY OF TANKS IN LAKE SALVADORE MAINTAINED BY THE
 AU2843'TEXAS COMPANY.  IT IS UNDERSTOOD THAT THIS BATTERY IS
 AU2843'COMPARATIVELY PERMANENT AND IS THE ONLY PERMANENT OBJECT AROUND
 AU2843'THE HORIZON WHICH COULD BE SEEN FROM THE GROUND.  THIS MAY
 AU2843'ALSO BE USED AS AN AZIMUTH MARK.
 AU2843
 AU2843                          STATION RECOVERY (1962)
 AU2843
 AU2843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AU2843'THE STATION WAS FOUND DISTURBED AND IS NOW SETTING IN LAKE
 AU2843'SALVADORE UNDER TWO FT OF WATER.
 AU2843
 AU2843                          STATION RECOVERY (1966)
 AU2843
 AU2843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2843'STATION MARK WAS FOUND OUT IN THE WATER IN FAIR CONDITION.
 AU2843'IT IS SOLID AND SHOULD BE MOVED.  IT IS 28 PACES WEST OF
 AU2843'THE BANK AT THE MOUTH OF BAYOU DES ALLEMANDS, ABOUT 300
 AU2843'YARDS NORTH-NORTHWEST OF A MOUND WITH A HOUSE ON IT (THIS
 AU2843'MOUND FORMS AN ISLAND).  REFERENCE MARK 1 WAS FOUND LYING
 AU2843'ON ITS SIDE.  THE AZIMUTH MARK WAS NOT RECOVERED AT THIS
 AU2843'TIME.
 AU2843
 AU2843                          STATION RECOVERY (1972)
 AU2843
 AU2843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EAB)
 AU2843'THERE WAS NO TRACE FOUND OF THE STATION MARK OR THE REFERENCE
 AU2843'MARKS.  BY THE OLD DESCRIPTION THE MOUND MENTIONED IS BEING
 AU2843'HAULED AWAY FOR THE SHELL ROCK.
 AU2843'
 AU2843'IN THE 1966 RECOVERY NOTE THE STATION MARK WAS FOUND IN THE
 AU2843'WATER AT THAT TIME.
 AU2843'
 AU2843'THE AZIMUTH MARK WAS FOUND BY ONE OF THE FISH CAMP HOUSES
 AU2843'LAYING FLAT WITH THE GROUND DESTROY.
 AU2843'
 AU2843'A HELICOPTER WAS USED TO VISIT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3478 ***********************************************************************
 AA3478  DESIGNATION -  TEMPORARY POINT 33
 AA3478  PID         -  AA3478
 AA3478  STATE/COUNTY-  LA/BOSSIER
 AA3478  USGS QUAD   -  SHREVEPORT EAST (1992)
 AA3478
 AA3478                         *CURRENT SURVEY CONTROL
 AA3478  ___________________________________________________________________
 AA3478* NAD 83(1992)-  32 26 30.97658(N)    093 39 13.15309(W)     ADJUSTED  
 AA3478* NAVD 88     -        48.6    (meters)     159.     (feet)  VERTCON   
 AA3478  ___________________________________________________________________
 AA3478  X           -    -343,347.368 (meters)                     COMP
 AA3478  Y           -  -5,376,996.461 (meters)                     COMP
 AA3478  Z           -   3,401,903.044 (meters)                     COMP
 AA3478  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA3478  ELLIP HEIGHT-          22.47  (meters)          (02/20/02) GPS OBS
 AA3478  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AA3478
 AA3478  HORZ ORDER  -  FIRST
 AA3478  ELLP ORDER  -  FOURTH    CLASS I
 AA3478
 AA3478.The horizontal coordinates were established by GPS observations
 AA3478.and adjusted by the National Geodetic Survey in March 1995..
 AA3478
 AA3478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3478
 AA3478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3478
 AA3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3478
 AA3478.The ellipsoidal height was determined by GPS observations
 AA3478.and is referenced to NAD 83.
 AA3478
 AA3478.The geoid height was determined by GEOID03.
 AA3478
 AA3478;                    North         East     Units Scale Factor Converg.
 AA3478;SPC LA N     -   215,893.263   891,520.537   MT  0.99995647   -0 36 35.8
 AA3478;SPC LA N     -   708,309.81  2,924,930.30   sFT  0.99995647   -0 36 35.8
 AA3478;UTM  15      - 3,589,610.914   438,556.329   MT  0.99964655   -0 21 02.4
 AA3478
 AA3478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3478!SPC LA N     -   0.99999647  x   0.99995647  =   0.99995294
 AA3478!UTM  15      -   0.99999647  x   0.99964655  =   0.99964302
 AA3478
 AA3478                          SUPERSEDED SURVEY CONTROL
 AA3478
 AA3478  ELLIP H (03/31/95)   22.59   (m)                       GP(       ) 4 1
 AA3478  NGVD 29 (03/31/95)   48.7    (m)          160.     (f) GPS OBS        
 AA3478
 AA3478.Superseded values are not recommended for survey control.
 AA3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3478.See file dsdata.txt to determine how the superseded data were derived.
 AA3478
 AA3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3855689611(NAD 83)
 AA3478_MARKER: I = METAL ROD
 AA3478_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA3478+WITH SETTING: INFORMATION.
 AA3478_MARK LOGO: GWMSI 
 AA3478_PROJECTION: RECESSED 3 CENTIMETERS
 AA3478_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3478+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3478_ROD/PIPE-DEPTH:  0.5 meters
 AA3478
 AA3478  HISTORY     - Date     Condition        Report By
 AA3478  HISTORY     - 1992     MONUMENTED       GWMSI
 AA3478
 AA3478                          STATION DESCRIPTION
 AA3478
 AA3478'DESCRIBED BY GEORGE W MUERY AND SON INCORPORATED 1992 (BG)
 AA3478'THE TEMPORARY POINT IS MARKED BY A ONE HALF INCH DIAMETER
 AA3478'REINFORCEMENT BAR, 1.5 FEET IN LENGTH. THE TEMPORARY POINT IS LOCATED
 AA3478'IN THE SOUTHERLY PART OF BOSSIER CITY, IN THE RIVER BEND SUBDIVISION.
 AA3478'TO REACH THE POINT FROM THE INTERSECTION OF US HIGHWAY 71 AND RIVER
 AA3478'BEND DRIVE, PROCEED SOUTHWESTERLY ON RIVER BEND DRIVE TO THE FIRST
 AA3478'ROAD TO THE LEFT. TURN LEFT ON THE ROAD, WHICH IS CALLED ANANDALE
 AA3478'DRIVE AND PROCEED TO THE FIRST ROAD TO THE RIGHT, CALLED ANDY CIRCLE.
 AA3478'TURN RIGHT ONTO ANDY CIRCLE AND CONTINUE TO THE CUL-DE-SAC AND THE
 AA3478'TEMPORARY POINT ON THE LEFT. THE TEMPORARY POINT IS LOCATED AT THE
 AA3478'EASTERLY EDGE OF THE CONCRETE DRIVEWAY FOR FOR A ONE STORY RED BRICK
 AA3478'HOUSE WITH ADDRESS NUMBER 1808 ANDY CIRCLE AND THE BACK FACE OF THE
 AA3478'CURB ADJACENT TO THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3005 ***********************************************************************
 BK3005  DESIGNATION -  TEN MILE
 BK3005  PID         -  BK3005
 BK3005  STATE/COUNTY-  LA/ALLEN
 BK3005  USGS QUAD   -  ELIZABETH (1993)
 BK3005
 BK3005                         *CURRENT SURVEY CONTROL
 BK3005  ___________________________________________________________________
 BK3005* NAD 83(1992)-  30 49 05.40466(N)    092 51 46.12017(W)     ADJUSTED  
 BK3005* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 BK3005  ___________________________________________________________________
 BK3005  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BK3005  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BK3005
 BK3005  HORZ ORDER  -  FIRST
 BK3005
 BK3005.The horizontal coordinates were established by classical geodetic methods
 BK3005.and adjusted by the National Geodetic Survey in January 1993..
 BK3005
 BK3005.The orthometric height was scaled from a topographic map.
 BK3005
 BK3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3005
 BK3005.The geoid height was determined by GEOID03.
 BK3005
 BK3005;                    North         East     Units Scale Factor Converg.
 BK3005;SPC LA S     -   257,941.037   853,652.273   MT  1.00002727   -0 45 53.1
 BK3005;SPC LA S     -   846,261.55  2,800,690.83   sFT  1.00002727   -0 45 53.1
 BK3005;SPC LA N     -    35,336.839   965,281.103   MT  1.00009726   -0 11 30.5
 BK3005;SPC LA N     -   115,934.28  3,166,926.42   sFT  1.00009726   -0 11 30.5
 BK3005;UTM  15      - 3,409,458.709   513,121.669   MT  0.99960212   +0 04 13.0
 BK3005
 BK3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3005!SPC LA S     -   0.99999703  x   1.00002727  =   1.00002430
 BK3005!SPC LA N     -   0.99999703  x   1.00009726  =   1.00009429
 BK3005!UTM  15      -   0.99999703  x   0.99960212  =   0.99959915
 BK3005
 BK3005:                Primary Azimuth Mark                     Grid Az
 BK3005:SPC LA S     -  ELIZABETH CALCAS PAPER CO TK             044 43 57.4
 BK3005:SPC LA N     -  ELIZABETH CALCAS PAPER CO TK             044 09 34.8
 BK3005:UTM  15      -  ELIZABETH CALCAS PAPER CO TK             043 53 51.3
 BK3005
 BK3005|---------------------------------------------------------------------|
 BK3005| PID    Reference Object                     Distance      Geod. Az  |
 BK3005|                                                           dddmmss.s |
 BK3005| BK3003 ELIZABETH CALCAS PAPER CO TK        APPROX. 8.6 KM 0435804.3 |
 BK3005| BK3004 ELIZABETH UNIVERSAL LUMBER TK       APPROX. 8.8 KM 0474825.0 |
 BK3005| CW1544 TEN MILE AZ MK                                     0933335.2 |
 BK3005| CW1545 TEN MILE RM 1                        43.367 METERS 14236     |
 BK3005| CW1546 TEN MILE RM 2                        51.405 METERS 22422     |
 BK3005|---------------------------------------------------------------------|
 BK3005
 BK3005                          SUPERSEDED SURVEY CONTROL
 BK3005
 BK3005  NAD 83(1986)-  30 49 05.42402(N)    092 51 46.11315(W) AD(       ) 1
 BK3005  NAD 27      -  30 49 04.72700(N)    092 51 45.57000(W) AD(       ) 1
 BK3005
 BK3005.Superseded values are not recommended for survey control.
 BK3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3005.See file dsdata.txt to determine how the superseded data were derived.
 BK3005
 BK3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1312209459(NAD 83)
 BK3005_MARKER: DS = TRIANGULATION STATION DISK
 BK3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3005
 BK3005  HISTORY     - Date     Condition        Report By
 BK3005  HISTORY     - 1935     MONUMENTED       CGS
 BK3005  HISTORY     - 1936     GOOD             LAGS
 BK3005  HISTORY     - 1943     GOOD             USE
 BK3005
 BK3005                          STATION DESCRIPTION
 BK3005
 BK3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3005'THIS STATION IS APPROXIMATELY IN SEC. 3, T 3 S, R 5 W, ABOUT
 BK3005'5-1/2 MILES SW OF ELIZABETH AND 12 MILES W OF OAKDALE, ON THE
 BK3005'SE END OF A SMALL RIDGE, AND AT THE N END OF A GROUP OF PINE
 BK3005'TREES.  140 FEET N OF CENTER LINE OF E-W ROAD.  18 FEET N OF A
 BK3005'TRIANGLE BLAZED PINE.  20 FEET E OF A 10-INCH TRIANGLE BLAZED
 BK3005'PINE.  35 FEET SE OF AN 8-INCH OAK AND ABOUT 0.2 MILE E OF
 BK3005'CROSSROADS.  THE MARK PROJECTS 6 INCHES.
 BK3005'
 BK3005'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BK3005'BRONZE DISKS SET IN CONCRETE.
 BK3005'
 BK3005'REFERENCE MARK NO. 1 IS 142.28 FEET SE OF STATION IN N LINE OF
 BK3005'RIGHT-OF-WAY OF E-W ROAD ON SLIGHT RISE AND 22 FEET N OF CENTER
 BK3005'LINE OF ROAD.  THE MARK PROJECTS 4 INCHES.
 BK3005'
 BK3005'REFERENCE MARK NO. 2 IS 168.65 FEET SW OF STATION IN N LINE OF
 BK3005'RIGHT-OF-WAY OF E-W ROAD.  11 FEET SSW OF 10-INCH PINE TREE.
 BK3005'22 FEET N OF CENTER LINE OF ROAD.  THE MARK PROJECTS 4 INCHES.
 BK3005'
 BK3005'THE AZIMUTH MARK IS E OF THE STATION IN S LINE OF E-W ROAD
 BK3005'RIGHT-OF-WAY.  25 FEET FROM CENTER LINE OF ROAD.  170 FEET
 BK3005'NNW OF TWIN PINES.  THE MARK PROJECTS 3 INCHES.
 BK3005'
 BK3005'TO REACH STATION FROM ELIZABETH, GO S ON STATE HIGHWAY 22,
 BK3005'3.3 MILES TO POINT WHERE IT TURNS DUE E AND A GRADED DIRT ROAD
 BK3005'TURNS W, FOLLOW THIS ROAD W 4.5 MILES TO SLIGHT RISE AND STATION
 BK3005'ON LEFT OF ROAD.
 BK3005'
 BK3005'LIGHTS 126 FEET ABOVE STATIONS MITTIE, BUNDICK, AND MILL COME
 BK3005'INTO VIEW 77 FEET ABOVE THIS STATION, LIGHTS 126 FEET ABOVE
 BK3005'STATIONS SUGARTOWN, OAKDALE, AND RICHEY COME INTO VIEW 90
 BK3005'FEET ABOVE THIS STATION.
 BK3005
 BK3005                          STATION RECOVERY (1936)
 BK3005
 BK3005'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK3005'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--700 FEET E
 BK3005'OF CENTER LINE OF STATE HIGHWAY 1060 AND 4 MILES S OF JOHN
 BK3005'CHANNEYS FARMHOUSE.
 BK3005
 BK3005                          STATION RECOVERY (1943)
 BK3005
 BK3005'RECOVERY NOTE BY US ENGINEERS 1943
 BK3005'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BK3005'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2445 ***********************************************************************
 CP2445  DESIGNATION -  TENDAL
 CP2445  PID         -  CP2445
 CP2445  STATE/COUNTY-  LA/MADISON
 CP2445  USGS QUAD   -  TENDAL (1986)
 CP2445
 CP2445                         *CURRENT SURVEY CONTROL
 CP2445  ___________________________________________________________________
 CP2445* NAD 83(1992)-  32 25 53.53140(N)    091 21 20.12115(W)     ADJUSTED  
 CP2445* NAVD 88     -        23.84   (+/-2cm)      78.2    (feet)  VERTCON   
 CP2445  ___________________________________________________________________
 CP2445  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CP2445  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2445
 CP2445  HORZ ORDER  -  SECOND
 CP2445  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2445
 CP2445.The horizontal coordinates were established by classical geodetic methods
 CP2445.and adjusted by the National Geodetic Survey in May 1994..
 CP2445
 CP2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2445.The vertical order pertains to the NGVD 29 superseded value.
 CP2445
 CP2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2445
 CP2445.The geoid height was determined by GEOID03.
 CP2445
 CP2445;                    North         East     Units Scale Factor Converg.
 CP2445;SPC LA N     -   214,730.701 1,107,622.560   MT  0.99995483   +0 36 18.2
 CP2445;SPC LA N     -   704,495.64  3,633,925.02   sFT  0.99995483   +0 36 18.2
 CP2445;UTM  15      - 3,589,459.879   654,600.592   MT  0.99989474   +0 52 55.4
 CP2445
 CP2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2445!SPC LA N     -   1.00000039  x   0.99995483  =   0.99995522
 CP2445!UTM  15      -   1.00000039  x   0.99989474  =   0.99989513
 CP2445
 CP2445:                Primary Azimuth Mark                     Grid Az
 CP2445:SPC LA N     -  TENDAL AT T MICROWAVE KKT 27             088 03 57.1
 CP2445:UTM  15      -  TENDAL AT T MICROWAVE KKT 27             087 47 19.9
 CP2445
 CP2445|---------------------------------------------------------------------|
 CP2445| PID    Reference Object                     Distance      Geod. Az  |
 CP2445|                                                           dddmmss.s |
 CP2445| CP2953 TENDAL AT T MICROWAVE KKT 27        APPROX. 0.7 KM 0884015.3 |
 CP2445| CP3338 TENDAL AT T MICROWAVE KKT 27        APPROX. 0.7 KM 0885007.5 |
 CP2445| CP2447 TENDAL AZ MK                        APPROX. 0.7 KM 0954939.7 |
 CP2445| CP2446 TENDAL RM 1                          63.189 METERS 13856     |
 CP2445| CP2444 TENDAL RM 2                          70.576 METERS 23452     |
 CP2445|---------------------------------------------------------------------|
 CP2445
 CP2445                          SUPERSEDED SURVEY CONTROL
 CP2445
 CP2445  NAD 83(1992)-  32 25 53.53744(N)    091 21 20.11923(W) AD(       ) 2
 CP2445  NAD 83(1986)-  32 25 53.54351(N)    091 21 20.11576(W) AD(       ) 2
 CP2445  NAD 27      -  32 25 53.03047(N)    091 21 19.70650(W) AD(       ) 2
 CP2445  NGVD 29 (06/11/92)   23.858  (m)           78.27   (f) ADJUSTED    2 1
 CP2445
 CP2445.Superseded values are not recommended for survey control.
 CP2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2445.See file dsdata.txt to determine how the superseded data were derived.
 CP2445
 CP2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5460189460(NAD 83)
 CP2445_MARKER: DS = TRIANGULATION STATION DISK
 CP2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2445_SP_SET: CONCRETE POST
 CP2445_STAMPING: TENDAL 1970
 CP2445_MARK LOGO: NGS   
 CP2445_PROJECTION: RECESSED 46 CENTIMETERS
 CP2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2445+STABILITY: SURFACE MOTION
 CP2445
 CP2445  HISTORY     - Date     Condition        Report By
 CP2445  HISTORY     - 1970     MONUMENTED       NGS
 CP2445  HISTORY     - 1982     GOOD             LADTD
 CP2445  HISTORY     - 1983     GOOD             LADTD
 CP2445
 CP2445                          STATION DESCRIPTION
 CP2445
 CP2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2445'THE STATION IS LOCATED ABOUT 10 MILES WEST AND 1-3/4 MILES NORTH
 CP2445'OF TALLULAH AND ABOUT 1/2 MILE EAST OF THE TENSAS RIVER
 CP2445'WHERE IT CROSSES U.S. HIGHWAY 80.  IT IS NEAR THE CENTER OF THE
 CP2445'WEST EDGE OF THE NW 1/4 SEC. 28, T. 17 N, R 11 E AND ON PROPERTY
 CP2445'OWNED BY DELTIC FARM AND TIMBER COMPANY, INC., P.O. BOX 71,
 CP2445'WAVERLY, LOUISIANA.
 CP2445'
 CP2445'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CP2445'HIGHWAY 577 JUST EAST OF THE BRIDGE ON HIGHWAY 80 OVER JOES
 CP2445'BAYOU IN WAVERLY, GO EAST ON HIGHWAY 80 FOR 2.8 MILE TO
 CP2445'TENDAL AND THE BRIDGE OVER THE TENSAS RIVER.  CONTINUE EAST
 CP2445'FOR 0.6 MILE TO THE STATION ON THE LEFT.
 CP2445'
 CP2445'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY
 CP2445'80 FOR 0.45 MILE TO A ROAD TO THE LEFT LEADING TO A MICROWAVE
 CP2445'TOWER.  THE MARK IS ON THE LEFT SIDE OF THIS ROAD JUST
 CP2445'AFTER LEAVING HIGHWAY 80.
 CP2445'
 CP2445'THE STATION MARK IS A STANDARD DISK STAMPED TENDAL 1970, IT IS
 CP2445'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP2445'IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 97 FEET NORTH
 CP2445'OF THE CENTERLINE OF U.S. HIGHWAY 80, 70 FEET WEST OF THE CENTER
 CP2445'OF A FARM ROAD, AND 51 FEET NORTH OF A POWERLINE POLE.  THE
 CP2445'UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF AN
 CP2445'IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND
 CP2445'SURFACE.
 CP2445'
 CP2445'REFERENCE MARK 1, A STANDARD DISK STAMPED TENDAL NO 1 1970,
 CP2445'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2445'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET SOUTH
 CP2445'OF THE CENTERLINE OF HIGHWAY 80, 54 FEET NORTH OF THE NORTH
 CP2445'RAIL OF THE RAILROAD TRACK, 71 FEET EAST OF THE CENTER OF A
 CP2445'GRADE ROAD, AND 27.5 FEET SOUTHWEST OF A 20-INCH PECAN TREE.
 CP2445'
 CP2445'REFERENCE MARK 2, A STANDARD DISK STAMPED TENDAL NO 2 1970,
 CP2445'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2445'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET SOUTH
 CP2445'OF THE CENTERLINE OF HIGHWAY 80, 53 FEET NORTH OF THE NORTH RAIL
 CP2445'OF THE RAILROAD TRACK, 25 FEET SOUTHEAST OF A 20-INCH PECAN TREE,
 CP2445'AND 39 FEET WEST-NORTHWEST OF A TELEPHONE POLE.
 CP2445'
 CP2445'THE AZIMUTH MARK, A STANDARD DISK STAMPED TENDAL 1970, IS
 CP2445'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2445'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET NORTH
 CP2445'OF THE CENTERLINE OF HIGHWAY 80, 10 FEET WEST OF THE CENTER
 CP2445'OF THE GRAVELED ROAD TO THE MICROWAVE TOWER, 49 FEET SOUTHEAST
 CP2445'OF A 36-INCH PECAN TREE, AND 1.7 FEET NORTH OF THE METAL
 CP2445'WITNESS POST.
 CP2445'
 CP2445'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
 CP2445
 CP2445                          STATION RECOVERY (1982)
 CP2445
 CP2445'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP2445'16 KM (10 MI) WNW FROM TALLULAH.
 CP2445'ABOUT 5.5 KM (3.4 MILES) EAST ON US HIGHWAY 80 FROM THE JUNCTION OF
 CP2445'U. S. HIGHWAY 80 AND STATE HIGHWAY 577 TO THE STATION ON THE LEFT AND
 CP2445'IN A FIELD, 29.6 METERS (97 FT) NORTH OF THE CENTER OF HIGHWAY 80,
 CP2445'21.3 METERS (70 FT) WEST OF THE CENTER OF A FARM ROAD, AND 15.5 METERS
 CP2445'(51 FT) NORTH OF A POWER POLE.
 CP2445'THE MARK IS 15.5 METERS  N FROM  POWER POLE
 CP2445'THE MARK IS 0.61 M BELOW US HIGHWAY 80.
 CP2445
 CP2445                          STATION RECOVERY (1983)
 CP2445
 CP2445'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2445'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK
 CP2445'WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1970.  THE DISTANCES AND
 CP2445'DIRECTIONS TO THE MARKS COMPARED FAVORABLY WITH THE PREVIOUS DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2953 ***********************************************************************
 CP2953  DESIGNATION -  TENDAL AT T MICROWAVE KKT 27
 CP2953  PID         -  CP2953
 CP2953  STATE/COUNTY-  LA/MADISON
 CP2953  USGS QUAD   -  TENDAL (1986)
 CP2953
 CP2953                         *CURRENT SURVEY CONTROL
 CP2953  ___________________________________________________________________
 CP2953* NAD 83(1992)-  32 25 54.07510(N)    091 20 52.44628(W)     ADJUSTED  
 CP2953* NAVD 88     -                                                        
 CP2953  ___________________________________________________________________
 CP2953  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2953  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2953
 CP2953  HORZ ORDER  -  THIRD
 CP2953
 CP2953.The horizontal coordinates were established by classical geodetic methods
 CP2953.and adjusted by the National Geodetic Survey in May 1994..
 CP2953
 CP2953
 CP2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2953
 CP2953.The geoid height was determined by GEOID03.
 CP2953
 CP2953;                    North         East     Units Scale Factor Converg.
 CP2953;SPC LA N     -   214,755.108 1,108,345.298   MT  0.99995486   +0 36 32.8
 CP2953;SPC LA N     -   704,575.72  3,636,296.20   sFT  0.99995486   +0 36 32.8
 CP2953;UTM  15      - 3,589,487.779   655,323.162   MT  0.99989750   +0 53 10.3
 CP2953
 CP2953                          SUPERSEDED SURVEY CONTROL
 CP2953
 CP2953  NAD 83(1992)-  32 25 54.08130(N)    091 20 52.44503(W) AD(       ) 4
 CP2953  NAD 83(1986)-  32 25 54.08714(N)    091 20 52.43915(W) AD(       ) 4
 CP2953  NAD 27      -  32 25 53.57407(N)    091 20 52.02759(W) AD(       ) 3
 CP2953
 CP2953.Superseded values are not recommended for survey control.
 CP2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2953.See file dsdata.txt to determine how the superseded data were derived.
 CP2953
 CP2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5532389488(NAD 83)
 CP2953_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 CP2953
 CP2953  HISTORY     - Date     Condition        Report By
 CP2953  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2953
 CP2953                          STATION DESCRIPTION
 CP2953
 CP2953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2953'THE TENDAL AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE
 CP2953'IS LOCATED ABOUT 9-1/2 MILES WEST OF TALLULAH, 1 MILE EAST
 CP2953'OF TENDAL AND 100 YARDS NORTH OF U.S. HIGHWAY 80.
 CP2953'
 CP2953'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 CP2953'RED AND WHITE WITH FOUR HORN-TYPE ANTENNAE AT THE
 CP2953'TOP.  IT IS 307 FEET HIGH AND HAS A FLASHING RED LIGHT AT THE
 CP2953'TOP.
 CP2953'
 CP2953'TO REACH FROM THE BRIDGE OVER THE TENSAS RIVER AT TENDAL,
 CP2953'GO EAST ON U.S. HIGHWAY 80 FOR 1.0 MILE TO THE MICROWAVE ON
 CP2953'THE LEFT.
 CP2953'
 CP2953'POINT INTERSECTED WAS LIGHT ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3338 ***********************************************************************
 CP3338  DESIGNATION -  TENDAL AT T MICROWAVE KKT 27
 CP3338  PID         -  CP3338
 CP3338  STATE/COUNTY-  LA/MADISON
 CP3338  USGS QUAD   -  TENDAL (1986)
 CP3338
 CP3338                         *CURRENT SURVEY CONTROL
 CP3338  ___________________________________________________________________
 CP3338* NAD 83(1992)-  32 25 54.00693(N)    091 20 52.48995(W)     ADJUSTED  
 CP3338* NAVD 88     -                                                        
 CP3338  ___________________________________________________________________
 CP3338  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP3338  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP3338
 CP3338  HORZ ORDER  -  THIRD
 CP3338
 CP3338.The horizontal coordinates were established by classical geodetic methods
 CP3338.and adjusted by the National Geodetic Survey in May 1994..
 CP3338
 CP3338
 CP3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3338
 CP3338.The geoid height was determined by GEOID03.
 CP3338
 CP3338;                    North         East     Units Scale Factor Converg.
 CP3338;SPC LA N     -   214,752.996 1,108,344.180   MT  0.99995485   +0 36 32.8
 CP3338;SPC LA N     -   704,568.79  3,636,292.53   sFT  0.99995485   +0 36 32.8
 CP3338;UTM  15      - 3,589,485.661   655,322.054   MT  0.99989750   +0 53 10.2
 CP3338
 CP3338                          SUPERSEDED SURVEY CONTROL
 CP3338
 CP3338  NAD 83(1992)-  32 25 54.01316(N)    091 20 52.48806(W) AD(       ) 4
 CP3338  NAD 83(1986)-  32 25 54.01908(N)    091 20 52.48452(W) AD(       ) 4
 CP3338
 CP3338.Superseded values are not recommended for survey control.
 CP3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3338.See file dsdata.txt to determine how the superseded data were derived.
 CP3338
 CP3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5532289486(NAD 83)
 CP3338_MARKER: 45 = MICROWAVE TOWER
 CP3338
 CP3338  HISTORY     - Date     Condition        Report By
 CP3338  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP3338  HISTORY     - 1983     GOOD             LADTD
 CP3338
 CP3338                          STATION DESCRIPTION
 CP3338
 CP3338'DESCRIBED BY LA TRANSP AND DEV 1983 (TLH)
 CP3338'THE 1970 DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.  THE TOWER
 CP3338'WAS EXTENDED ABOUT 100 FEET IN 1983.  POINT INTERSECTED THIS DATE WAS
 CP3338'THE LIGHT ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2447 ***********************************************************************
 CP2447  DESIGNATION -  TENDAL AZ MK
 CP2447  PID         -  CP2447
 CP2447  STATE/COUNTY-  LA/MADISON
 CP2447  USGS QUAD   -  TENDAL (1986)
 CP2447
 CP2447                         *CURRENT SURVEY CONTROL
 CP2447  ___________________________________________________________________
 CP2447* NAD 83(1992)-  32 25 51.12647(N)    091 20 52.34764(W)     ADJUSTED  
 CP2447* NAVD 88     -        23.92   (+/-2cm)      78.5    (feet)  VERTCON   
 CP2447  ___________________________________________________________________
 CP2447  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP2447  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2447
 CP2447  HORZ ORDER  -  SECOND
 CP2447  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2447
 CP2447.The horizontal coordinates were established by classical geodetic methods
 CP2447.and adjusted by the National Geodetic Survey in May 1994..
 CP2447.No horizontal observational check was made to the station.
 CP2447
 CP2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2447.The vertical order pertains to the NGVD 29 superseded value.
 CP2447
 CP2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2447
 CP2447.The geoid height was determined by GEOID03.
 CP2447
 CP2447;                    North         East     Units Scale Factor Converg.
 CP2447;SPC LA N     -   214,664.315 1,108,348.841   MT  0.99995473   +0 36 32.9
 CP2447;SPC LA N     -   704,277.84  3,636,307.82   sFT  0.99995473   +0 36 32.9
 CP2447;UTM  15      - 3,589,397.009   655,327.143   MT  0.99989752   +0 53 10.3
 CP2447
 CP2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2447!SPC LA N     -   1.00000038  x   0.99995473  =   0.99995511
 CP2447!UTM  15      -   1.00000038  x   0.99989752  =   0.99989790
 CP2447
 CP2447                          SUPERSEDED SURVEY CONTROL
 CP2447
 CP2447  NAD 83(1992)-  32 25 51.13257(N)    091 20 52.34572(W) AD(       ) 2
 CP2447  NAD 83(1986)-  32 25 51.13865(N)    091 20 52.34225(W) AD(       ) 2
 CP2447  NGVD 29 (06/11/92)   23.939  (m)           78.54   (f) ADJUSTED    2 1
 CP2447
 CP2447.Superseded values are not recommended for survey control.
 CP2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2447.See file dsdata.txt to determine how the superseded data were derived.
 CP2447
 CP2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5532789397(NAD 83)
 CP2447_MARKER: DZ = AZIMUTH MARK DISK
 CP2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2447_SP_SET: CONCRETE POST
 CP2447_STAMPING: TENDAL 1970
 CP2447_MARK LOGO: NGS   
 CP2447_PROJECTION: FLUSH
 CP2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2447+STABILITY: SURFACE MOTION
 CP2447
 CP2447  HISTORY     - Date     Condition        Report By
 CP2447  HISTORY     - 1970     MONUMENTED       NGS
 CP2447  HISTORY     - 1983     GOOD             LADTD
 CP2447
 CP2447                          STATION DESCRIPTION
 CP2447
 CP2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CP2447'15.3 KM (9.5 MI) WEST FROM TALLULAH.
 CP2447'ABOUT 6.2 KM (3.85 MILES) EAST ON US HIGHWAY 80 FROM THE JUNCTION OF
 CP2447'U.S. HIGHWAY 80 AND STATE HIGHWAY 577 TO THE MARK ON THE LEFT OF THE
 CP2447'HIGHWAY AND WEST OF A GRAVEL ROAD LEADING INTO A MICROWAVE TOWER,
 CP2447'14.9 METERS (49 FT) SOUTHEAST OF A 36 INCH PECAN TREE, 13.1 METERS
 CP2447'(43 FT) NORTH OF THE CENTER OF HIGHWAY 80, 3 METERS (10 FT) WEST OF
 CP2447'THE CENTER OF THE GRAVEL ROAD.
 CP2447'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 CP2447'THE MARK IS ABOVE LEVEL WITH HIGHWAY 80.
 CP2447
 CP2447                          STATION RECOVERY (1983)
 CP2447
 CP2447'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2447'THE STATION IS LOCATED ABOUT 12.2 KM (7.6 MILES) EAST OF DELHI AND
 CP2447'13.2 KM (8.2 MILES) WEST OF TALLULAH IN THE NORTHWEST QUARTER OF
 CP2447'SECTION 28, T17N, R11E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP2447'TRANSPORTATION AND DEVELOPMENT.
 CP2447'
 CP2447'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 80 AND STATE
 CP2447'HIGHWAY 577 IN WAVERLY, GO EAST ON HIGHWAY 80 FOR 6.2 KM (3.85 MILES)
 CP2447'TO A GRAVEL ROAD ON THE LEFT LEADING NORTH TO A MICROWAVE TOWER.  THE
 CP2447'MARK IS NORTH OF HIGHWAY 80 AND WEST OF THE GRAVEL ROAD.
 CP2447'
 CP2447'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 CP2447'STAMPED---TENDAL 1970--- SET INTO THE TOP OF A ROUND CONCRETE
 CP2447'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 CP2447'14.9 METERS (49 FEET) SE FROM A 36-INCH PECAN TREE, 13.1 METERS (43
 CP2447'FEET) N FROM THE CENTER OF HIGHWAY 80, 3 METERS (10 FEET) W FROM THE
 CP2447'CENTER OF THE GRAVELED ROAD, AND 0.5 METER (1.5 FEET) N FROM A METAL
 CP2447'WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2446 ***********************************************************************
 CP2446  DESIGNATION -  TENDAL RM 1
 CP2446  PID         -  CP2446
 CP2446  STATE/COUNTY-  LA/MADISON
 CP2446  USGS QUAD   -  TENDAL (1986)
 CP2446
 CP2446                         *CURRENT SURVEY CONTROL
 CP2446  ___________________________________________________________________
 CP2446* NAD 83(1992)-  32 25 51.98461(N)    091 21 18.53243(W)     ADJUSTED  
 CP2446* NAVD 88     -        24.39   (+/-2cm)      80.0    (feet)  VERTCON   
 CP2446  ___________________________________________________________________
 CP2446  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CP2446  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2446
 CP2446  HORZ ORDER  -  SECOND
 CP2446  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2446
 CP2446.The horizontal coordinates were established by classical geodetic methods
 CP2446.and adjusted by the National Geodetic Survey in May 1994..
 CP2446.No horizontal observational check was made to the station.
 CP2446
 CP2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2446.The vertical order pertains to the NGVD 29 superseded value.
 CP2446
 CP2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2446
 CP2446.The geoid height was determined by GEOID03.
 CP2446
 CP2446;                    North         East     Units Scale Factor Converg.
 CP2446;SPC LA N     -   214,683.497 1,107,664.563   MT  0.99995477   +0 36 19.0
 CP2446;SPC LA N     -   704,340.77  3,634,062.82   sFT  0.99995477   +0 36 19.0
 CP2446;UTM  15      - 3,589,412.882   654,642.821   MT  0.99989490   +0 52 56.2
 CP2446
 CP2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2446!SPC LA N     -   1.00000030  x   0.99995477  =   0.99995507
 CP2446!UTM  15      -   1.00000030  x   0.99989490  =   0.99989520
 CP2446
 CP2446                          SUPERSEDED SURVEY CONTROL
 CP2446
 CP2446  NAD 83(1992)-  32 25 51.99060(N)    091 21 18.53044(W) AD(       ) 2
 CP2446  NAD 83(1986)-  32 25 51.99677(N)    091 21 18.52709(W) AD(       ) 2
 CP2446  NGVD 29 (06/11/92)   24.405  (m)           80.07   (f) ADJUSTED    2 1
 CP2446
 CP2446.Superseded values are not recommended for survey control.
 CP2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2446.See file dsdata.txt to determine how the superseded data were derived.
 CP2446
 CP2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5464389413(NAD 83)
 CP2446_MARKER: DR = REFERENCE MARK DISK
 CP2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2446_SP_SET: CONCRETE POST
 CP2446_STAMPING: TENDAL NO 1 1970
 CP2446_MARK LOGO: NGS   
 CP2446_PROJECTION: FLUSH
 CP2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2446+STABILITY: SURFACE MOTION
 CP2446
 CP2446  HISTORY     - Date     Condition        Report By
 CP2446  HISTORY     - 1970     MONUMENTED       NGS
 CP2446  HISTORY     - 1982     GOOD             LADTD
 CP2446
 CP2446                          STATION DESCRIPTION
 CP2446
 CP2446'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2446'16 KM (10 MI) WNW FROM TALLULAH.
 CP2446'ABOUT 5.5 KM (3.4 MILES) EAST ON US HIGHWAY 80 FROM THE JUNCTION OF
 CP2446'U. S. HIGHWAY 80 AND STATE HIGHWAY 577 TO THE MARK ON THE RIGHT
 CP2446'BETWEEN THE ROAD AND RAILROAD, 21.6 METERS (71 FT) EAST OF THE CENTER
 CP2446'OF A GRADE ROAD, 16.5 METERS (54 FT) NORTH OF THE NORTH RAIL OF THE
 CP2446'RAILROAD TRACK, 14.6 METERS (48 FT) SOUTH OF THE CENTER OF HIGHWAY 80,
 CP2446'AND 8.4 METERS (27.5 FT) SOUTHWEST OF A 20 INCH PECAN TREE.
 CP2446'THE MARK IS 27.5 METERS  SW FROM  OF A TREE
 CP2446'THE MARK IS 0.61 M BELOW US HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2444 ***********************************************************************
 CP2444  DESIGNATION -  TENDAL RM 2
 CP2444  PID         -  CP2444
 CP2444  STATE/COUNTY-  LA/MADISON
 CP2444  USGS QUAD   -  TENDAL (1986)
 CP2444
 CP2444                         *CURRENT SURVEY CONTROL
 CP2444  ___________________________________________________________________
 CP2444* NAD 83(1992)-  32 25 52.21305(N)    091 21 22.33061(W)     ADJUSTED  
 CP2444* NAVD 88     -        24.02   (+/-2cm)      78.8    (feet)  VERTCON   
 CP2444  ___________________________________________________________________
 CP2444  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CP2444  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2444
 CP2444  HORZ ORDER  -  SECOND
 CP2444  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP2444
 CP2444.The horizontal coordinates were established by classical geodetic methods
 CP2444.and adjusted by the National Geodetic Survey in May 1994..
 CP2444.No horizontal observational check was made to the station.
 CP2444
 CP2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2444.The vertical order pertains to the NGVD 29 superseded value.
 CP2444
 CP2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2444
 CP2444.The geoid height was determined by GEOID03.
 CP2444
 CP2444;                    North         East     Units Scale Factor Converg.
 CP2444;SPC LA N     -   214,689.486 1,107,565.273   MT  0.99995478   +0 36 17.0
 CP2444;SPC LA N     -   704,360.42  3,633,737.07   sFT  0.99995478   +0 36 17.0
 CP2444;UTM  15      - 3,589,418.390   654,543.509   MT  0.99989452   +0 52 54.2
 CP2444
 CP2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2444!SPC LA N     -   1.00000036  x   0.99995478  =   0.99995514
 CP2444!UTM  15      -   1.00000036  x   0.99989452  =   0.99989488
 CP2444
 CP2444                          SUPERSEDED SURVEY CONTROL
 CP2444
 CP2444  NAD 83(1992)-  32 25 52.21999(N)    091 21 22.32719(W) AD(       ) 2
 CP2444  NAD 83(1986)-  32 25 52.22775(N)    091 21 22.32085(W) AD(       ) 2
 CP2444  NGVD 29 (06/11/92)   24.038  (m)           78.86   (f) ADJUSTED    2 1
 CP2444
 CP2444.Superseded values are not recommended for survey control.
 CP2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2444.See file dsdata.txt to determine how the superseded data were derived.
 CP2444
 CP2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5454489418(NAD 83)
 CP2444_MARKER: DR = REFERENCE MARK DISK
 CP2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2444_SP_SET: CONCRETE POST
 CP2444_STAMPING: TENDAL NO 2 1970
 CP2444_MARK LOGO: NGS   
 CP2444_PROJECTION: FLUSH
 CP2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2444+STABILITY: SURFACE MOTION
 CP2444
 CP2444  HISTORY     - Date     Condition        Report By
 CP2444  HISTORY     - 1970     MONUMENTED       NGS
 CP2444  HISTORY     - 1982     GOOD             LADTD
 CP2444
 CP2444                          STATION DESCRIPTION
 CP2444
 CP2444'DESCRIBED BY LA TRANSP AND DEV 1982
 CP2444'16 KM (10 MI) WNW FROM TALLULAH.
 CP2444'ABOUT 5.5 KM (3.4 MILES) EAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF
 CP2444'US HIGHWAY 80 AND STATE HIGHWAY 577 TO THE MARK ON THE RIGHT BETWEEN
 CP2444'THE ROAD AND RAILROAD, 16.2 METERS (53 FT) NORTH OF THE NORTH RAIL OF
 CP2444'THE RAILROAD TRACK, AND 15.2 METERS (50 FT) SOUTH OF THE CENTER OF
 CP2444'HIGHWAY 80.
 CP2444'THE MARK IS 15.2 METERS  S FROM  US HIGHWAY 80
 CP2444'THE MARK IS 0.61 M BELOW US HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0839 ***********************************************************************
 AV0839  DESIGNATION -  TENNECO 180 A
 AV0839  PID         -  AV0839
 AV0839  STATE/COUNTY-  LA/CAMERON
 AV0839  USGS QUAD   -  
 AV0839
 AV0839                         *CURRENT SURVEY CONTROL
 AV0839  ___________________________________________________________________
 AV0839* NAD 83(1992)-  29 21 58.23238(N)    093 10 57.69604(W)     ADJUSTED  
 AV0839* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0839  ___________________________________________________________________
 AV0839  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AV0839  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AV0839
 AV0839  HORZ ORDER  -  SECOND
 AV0839
 AV0839.The horizontal coordinates were established by classical geodetic methods
 AV0839.and adjusted by the National Geodetic Survey in January 1993..
 AV0839
 AV0839.The orthometric height was scaled from a topographic map.
 AV0839
 AV0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0839
 AV0839.The geoid height was determined by GEOID03.
 AV0839
 AV0839;                    North         East     Units Scale Factor Converg.
 AV0839;SPC LA S     -    97,461.521   820,449.342   MT  0.99998665   -0 55 28.9
 AV0839;SPC LA S     -   319,755.01  2,691,757.55   sFT  0.99998665   -0 55 28.9
 AV0839;UTM  15      - 3,248,569.713   482,268.742   MT  0.99960388   -0 05 22.5
 AV0839
 AV0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0839!SPC LA S     -   1.00000397  x   0.99998665  =   0.99999062
 AV0839!UTM  15      -   1.00000397  x   0.99960388  =   0.99960785
 AV0839
 AV0839|---------------------------------------------------------------------|
 AV0839| PID    Reference Object                     Distance      Geod. Az  |
 AV0839|                                                           dddmmss.s |
 AV0839| CV9484 TENNECO 180 A RM 1                   11.753 METERS 11937     |
 AV0839| CV9481 TENNECO 180 B                                      1573508.4 |
 AV0839| CV9482 TENNECO 180 A RM 2                   11.730 METERS 17029     |
 AV0839| AV0840 FOC 225 A                           APPROX.23.9 KM 2104119.3 |
 AV0839|---------------------------------------------------------------------|
 AV0839
 AV0839                          SUPERSEDED SURVEY CONTROL
 AV0839
 AV0839  NAD 83(1986)-  29 21 58.25591(N)    093 10 57.67780(W) AD(       ) 2
 AV0839
 AV0839.Superseded values are not recommended for survey control.
 AV0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0839.See file dsdata.txt to determine how the superseded data were derived.
 AV0839
 AV0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN8226948570(NAD 83)
 AV0839_MARKER: H = DRILL HOLE
 AV0839_SETTING: 0 = UNSPECIFIED SETTING
 AV0839
 AV0839  HISTORY     - Date     Condition        Report By
 AV0839  HISTORY     - 1963     MONUMENTED       CGS
 AV0839
 AV0839                          STATION DESCRIPTION
 AV0839
 AV0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0839'STATION IS LOCATED ABOUT 31 MILES SOUTH-SOUTHEAST OF CAMERON,
 AV0839'LOUISIANA AND ABOUT 28 MILES SOUTH OF THE LOUISIANA COASTLINE.  IT
 AV0839'IS THE NORTH 1/2 OF BLOCK 180 FIELD OF THE WEST CAMERON AREA, ON A
 AV0839'PLATFORM OWNED BY THE TENNECO OIL COMPANY.  THE PLATFORM IS
 AV0839'SUPPORTED BY A STEEL STRUCTURE WHICH IS ABOUT 54 FEET ABOVE THE
 AV0839'WATER AND MEASURES ABOUT 50 X 100 FEET.
 AV0839'
 AV0839'STATION MARK IS A 1/4 INCH DRILL HOLE IN THE TOP OF THE MOST
 AV0839'WESTERLY OF TWO 12 INCH SKID BEAMS AND IS SURROUNDED BY 3 OTHER 1/4
 AV0839'INCH DRILL HOLES.  THE MARK AND TOP OF THE SKID BEAM PROJECTS 5
 AV0839'INCHES ABOVE THE PLATFORM AND IS STAMPED TENNECO 180 A 1963.  IT
 AV0839'IS 9.8 FEET EAST OF THE WEST EDGE OF THE PLATFORM, 22.2 FEET
 AV0839'SOUTHEAST OF THE NORTHWEST CORNER OF PLATFORM, 43.6 FEET SOUTHEAST
 AV0839'OF THE NORTHWEST CORNER AND 17.7 FEET SOUTH OF THE NORTH END
 AV0839'OF THE SKID BEAM.
 AV0839'
 AV0839'REFERENCE MARK NO. 1 IS 41.9 FEET SOUTH OF THE NORTH END OF THE
 AV0839'MOST EASTERLY SKID BEAM AND 10.1 FEET WEST OF THE EAST EDGE OF THE
 AV0839'PLATFORM.  THE MARK IS A 1/4 INCH DRILL HOLE IN THE TOP OF THE MOST
 AV0839'EASTERLY 12 INCH SKID BEAM AND IS SURROUNDED BY 3 OTHER 1/4 INCH
 AV0839'DRILL HOLES.  THE MARK PROJECTS 5 INCHES AND IS STAMPED R M NO 1.
 AV0839'
 AV0839'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE SOUTH END OF THE MOST
 AV0839'WESTERLY SKID BEAM, AND 10.0 FEET EAST OF THE WEST EDGE OF PLATFORM.
 AV0839'THE MARK IS A 1/4 INCH DRILL HOLE IN THE TOP OF THE MOST WESTERLY
 AV0839'SKID BEAM AND IS SURROUNDED BY 3 OTHER 1/4 INCH DRILL HOLES.  THE
 AV0839'MARK PROJECTS 5 INCHES ABOVE THE PLATFORM AND IS STAMPED R M NO
 AV0839'2.
 AV0839'
 AV0839'AZIMUTH MARK IS LOCATED ABOUT 1 MILE EAST-SOUTHEAST OF THE STATION,
 AV0839'ON A PLATFORM OWNED BY THE TENNECO OIL COMPANY, PLATFORM 180 B,
 AV0839'BLOCK 180 FIELD OF THE WEST CAMERON AREA.  THE PLATFORM IS ABOUT 50
 AV0839'FEET ABOVE THE WATER AND MEASURES ABOUT 50 X 100 FEET.  THE MARK
 AV0839'IS LOCATED ON TOP OF THE MOST WESTERLY OF TWO 12 INCH SKID BEAMS,
 AV0839'IT IS A 1/4 INCH DRILL HOLE SURROUNDED BY 3 OTHER 1/4 INCH DRILL
 AV0839'HOLES AND IS STAMPED TENNECO 180 B 1963.  IT IS 9.9 FEET EAST
 AV0839'OF THE WEST EDGE OF THE PLATFORM, 8.5 FEET SOUTH OF THE NORTH
 AV0839'END OF THE SKID BEAM AND 13.1 FEET SOUTHEAST OF THE NORTHEAST
 AV0839'CORNER OF THE PLATFORM.
 AV0839'
 AV0839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2958 ***********************************************************************
 CP2958  DESIGNATION -  TENSAS
 CP2958  PID         -  CP2958
 CP2958  STATE/COUNTY-  LA/MADISON
 CP2958  USGS QUAD   -  WAVERLY SE (1987)
 CP2958
 CP2958                         *CURRENT SURVEY CONTROL
 CP2958  ___________________________________________________________________
 CP2958* NAD 83(1992)-  32 22 13.26902(N)    091 20 41.53537(W)     ADJUSTED  
 CP2958* NAVD 88     -        24.05   (+/-2cm)      78.9    (feet)  VERTCON   
 CP2958  ___________________________________________________________________
 CP2958  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CP2958  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2958
 CP2958  HORZ ORDER  -  FIRST
 CP2958  VERT ORDER  -  THIRD ? (See Below)
 CP2958
 CP2958.The horizontal coordinates were established by classical geodetic methods
 CP2958.and adjusted by the National Geodetic Survey in May 1994..
 CP2958
 CP2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2958.The vertical order pertains to the NGVD 29 superseded value.
 CP2958
 CP2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2958
 CP2958.The geoid height was determined by GEOID03.
 CP2958
 CP2958;                    North         East     Units Scale Factor Converg.
 CP2958;SPC LA N     -   207,957.190 1,108,702.804   MT  0.99994585   +0 36 38.6
 CP2958;SPC LA N     -   682,272.88  3,637,469.12   sFT  0.99994585   +0 36 38.6
 CP2958;UTM  15      - 3,582,692.017   655,713.430   MT  0.99989900   +0 53 10.7
 CP2958
 CP2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2958!SPC LA N     -   1.00000036  x   0.99994585  =   0.99994621
 CP2958!UTM  15      -   1.00000036  x   0.99989900  =   0.99989936
 CP2958
 CP2958|---------------------------------------------------------------------|
 CP2958| PID    Reference Object                     Distance      Geod. Az  |
 CP2958|                                                           dddmmss.s |
 CP2958| CY5673 TENSAS RM 3                          36.314 METERS 03627     |
 CP2958| CP2927 JOAN RM 4                           APPROX.15.0 KM 1040247.2 |
 CP2958| CY5671 TENSAS RM 1                          59.713 METERS 15941     |
 CP2958| CY5670 TENSAS AZ MK                                       2000250.3 |
 CP2958| CY5672 TENSAS RM 2                                        26757     |
 CP2958|---------------------------------------------------------------------|
 CP2958
 CP2958                          SUPERSEDED SURVEY CONTROL
 CP2958
 CP2958  NAD 83(1992)-  32 22 13.27490(N)    091 20 41.53321(W) AD(       ) 1
 CP2958  NAD 83(1986)-  32 22 13.28115(N)    091 20 41.53071(W) AD(       ) 1
 CP2958  NAD 27      -  32 22 12.76012(N)    091 20 41.11973(W) AD(       ) 1
 CP2958  NGVD 29 (07/19/86)   24.06   (m)           78.9    (f) LEVELING    3  
 CP2958
 CP2958.Superseded values are not recommended for survey control.
 CP2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2958.See file dsdata.txt to determine how the superseded data were derived.
 CP2958
 CP2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5571382692(NAD 83)
 CP2958_MARKER: DS = TRIANGULATION STATION DISK
 CP2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2958
 CP2958  HISTORY     - Date     Condition        Report By
 CP2958  HISTORY     - 1931     MONUMENTED       CGS
 CP2958  HISTORY     - 1936     GOOD             LAGS
 CP2958  HISTORY     - 1971     GOOD             NGS
 CP2958
 CP2958                          STATION DESCRIPTION
 CP2958
 CP2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CP2958'STATION IS ABOUT 11 MILES SE OF DELHI AND 4-1/2 MILES S OF
 CP2958'TWO FILLING STATIONS AND THE RAILROAD STATION AT QUEBEC,
 CP2958'ABOUT 800 FEET E OF CENTER OF SEC. 16, T. 16 N., R. 11 E.,
 CP2958'ON THE DUNLAP PLANTATION OWNED BY THE POINSETT LUMBER AND
 CP2958'MANUFACTURING COMPANY OF MEMPHIS (A SUBSIDIARY OF THE SINGER
 CP2958'MANUFACTURING COMPANY) AND IN CHARGE OF V.W.F. JEFFERSON.
 CP2958'
 CP2958'STATION IS IN A BARNYARD, ABOUT 150 METERS (492 FEET) W OF W BANK
 CP2958'OF THE TENSAS RIVER, 50 METERS (164 FEET) S OF A BARN, ABOUT 300
 CP2958'METERS (984 FEET) S OF MR. JEFFERSONS HOUSE, 9 METERS (30 FEET)
 CP2958'N OF WIRE FENCE AND PLOWED FIELD AND ABOUT 15 METERS (49 FEET)
 CP2958'E OF WOODEN GATE AND WIRE FENCE.
 CP2958'
 CP2958'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2958'DISKS SET IN CONCRETE.
 CP2958'
 CP2958'UPPER MARK IS 6 INCHES BELOW THE SURFACE.
 CP2958'
 CP2958'REFERENCE MARK NO. 1 IS 25 METERS (82 FEET) E OF WIRE FENCE, ABOUT
 CP2958'50 METERS (164 FEET) W OF W BANK OF TENSAS RIVER, AND 59.63
 CP2958'METERS (195.6 FEET) FROM STATION IN AZIMUTH 339 DEG 46 MIN.
 CP2958'
 CP2958'REFERENCE MARK NO. 2 IS 1 FOOT N OF WIRE FENCE LINE, IN A RYE
 CP2958'FIELD, AND 150 METERS (492 FEET) FROM STATION IN AZIMUTH 87 DEG
 CP2958'58 MIN.
 CP2958
 CP2958                          STATION RECOVERY (1936)
 CP2958
 CP2958'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 CP2958'THIS STATION IS IN PERFECT CONDITION AND THE DESCRIPTION IS
 CP2958'CORRECT.
 CP2958'
 CP2958'THE MONUMENT IS ABOUT 4 INCHES BELOW THE SURFACE OF GROUND,
 CP2958'BUT REFERENCE MARKS ARE SATISFACTORY.
 CP2958
 CP2958                          STATION RECOVERY (1971)
 CP2958
 CP2958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2958'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH AND TREES
 CP2958'ON LINE.
 CP2958'
 CP2958'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CP2958'FOUND IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 CP2958'EXCEPTIONS.
 CP2958'
 CP2958'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR
 CP2958'BY 0.083 METER, AND DUE TO HEAVY BRUSH AND TREES ON LINE NO
 CP2958'HORIZONAL DIRECTION OR DISTANCE WAS MADE TO REFERENCE MARK
 CP2958'2.  REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED AT
 CP2958'THIS DATE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CP2958'
 CP2958'THE STATION IS ABOUT 10.0 MILES SOUTHEAST OF DELHI, 9.0
 CP2958'MILES SOUTHWEST OF TALLULAH, 4.5 MILES SOUTH-SOUTHEAST OF
 CP2958'TINDAL, IN SECTION 16, T 16 N, R 11 E, AND ON LAND OWNED
 CP2958'BY MR. R. F. COX, MONROE, LOUISIANA, 71201, HIS HOME TELEPHONE
 CP2958'NUMBER IS 373-2050 AND HIS OFFICE TELEPHONE NUMBER IS 325-4303.
 CP2958'
 CP2958'TO REACH THE STATION FROM TENDAL AT THE WEST END OF THE BRIDGE
 CP2958'OVER THE TENSAS RIVER, GO SOUTH ON SURFACED ROAD, PASSING
 CP2958'UNDER RAILROAD BRIDGE FOR 0.5 MILE TO INTERSTATE 20, CONTINUE
 CP2958'SOUTH ON SURFACED ROAD FOR 5.15 MILES TO A CATTLE GUARD AND
 CP2958'THE END OF SURFACED ROAD AND ENTRANCE TO THE AFRICA HUNTING
 CP2958'CLUB, CONTINUE SOUTH ON GRAVELED ROAD FOR 0.9 MILE TO A LOCKED
 CP2958'GATE, CONTINUE SOUTH FOR 0.15 MILE TO STATION ON THE RIGHT.
 CP2958'
 CP2958'STATION MARKS ARE STANDARD DISKS STAMPED TENSAS 1931, THE
 CP2958'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CP2958'MONUMENT WHICH IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 60.5
 CP2958'FEET WEST OF CATTLE GUARD AND GRAVELED ROAD, 27.0 FEET NORTH
 CP2958'OF A METAL WITNESS POST AND FENCE, AND 40.0 FEET EAST OF A
 CP2958'14-INCH OAK TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CP2958'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP2958'SURFACE.
 CP2958'
 CP2958'REFERENCE MARK 1, A STANDARD DISK STAMPED TENSAS NO 1 1931,
 CP2958'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CP2958'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 49.0 FEET EAST
 CP2958'OF A FENCE LINE, 19.0 FEET EAST OF A 10-INCH OAK TREE, AND
 CP2958'13.0 FEET SOUTH-SOUTHWEST OF A 30-INCH OAK TREE.
 CP2958'
 CP2958'REFERENCE MARK 3, A STANDARD DISK STAMPED TENSAS 1931 NO 3
 CP2958'1971, IS SET IN THE TOP, OF A 12-INCH CYLINDRICAL CONCRETE
 CP2958'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 13.0
 CP2958'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND 2.0 FEET
 CP2958'SOUTH OF A GUY POLE.
 CP2958'
 CP2958'THE AZIMUTH MARK, A STANDARD DISK STAMPED TENSAS 1931 1971,
 CP2958'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2958'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 20.0
 CP2958'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 2.5 FEET
 CP2958'NORTHEAST OF A METAL WITNESS POST, AND 1.5 FEET NORTHEAST OF A
 CP2958'POWERLINE POLE NUMBER 29.
 CP2958'
 CP2958'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 CP2958'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2958'
 CP2958'HEIGHT OF LIGHT ABOVE STATION MARK 137.1 FEET.
 CP2958'
 CP2958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2958'4.5 MILES EAST-SOUTHEAST OF TENDAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1981 ***********************************************************************
 CP1981  DESIGNATION -  TENSAS BOLT
 CP1981  PID         -  CP1981
 CP1981  STATE/COUNTY-  LA/FRANKLIN
 CP1981  USGS QUAD   -  NEWLIGHT (1987)
 CP1981
 CP1981                         *CURRENT SURVEY CONTROL
 CP1981  ___________________________________________________________________
 CP1981* NAD 83(1986)-  32 05 23.     (N)    091 29 34.     (W)     SCALED    
 CP1981* NAVD 88     -        17.57   (+/-2cm)      57.6    (feet)  VERTCON   
 CP1981  ___________________________________________________________________
 CP1981  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1981
 CP1981  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1981
 CP1981.The horizontal coordinates were scaled from a topographic map and have
 CP1981.an estimated accuracy of +/- 6 seconds.
 CP1981
 CP1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1981.The vertical order pertains to the NGVD 29 superseded value.
 CP1981
 CP1981.The geoid height was determined by GEOID03.
 CP1981
 CP1981;                    North         East    Units  Estimated Accuracy
 CP1981;SPC LA N     -   176,700.    1,095,070.      MT  (+/- 180 meters Scaled)
 CP1981
 CP1981                          SUPERSEDED SURVEY CONTROL
 CP1981
 CP1981  NGVD 29 (??/??/92)   17.588  (m)           57.70   (f) ADJ UNCH    1 2
 CP1981
 CP1981.Superseded values are not recommended for survey control.
 CP1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1981.See file dsdata.txt to determine how the superseded data were derived.
 CP1981
 CP1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR422513(NAD 83)
 CP1981_MARKER: B = BOLT
 CP1981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1981_SP_SET: SLAB
 CP1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1981
 CP1981  HISTORY     - Date     Condition        Report By
 CP1981  HISTORY     - UNK      MONUMENTED       DOD
 CP1981  HISTORY     - 1973     GOOD             LADTD
 CP1981
 CP1981                          STATION DESCRIPTION
 CP1981
 CP1981'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1981'12.30 MI NE FROM GILBERT.
 CP1981'ABOUT 0.05 MILES SOUTHEAST ALONG FIRST STREET FROM GILBERT HIGH SCHOOL
 CP1981'IN GILBERT TO THE INTERSECTION OF FIRST STREET AND HANNA STREET.
 CP1981'THENCE ABOUT 0.20 MILES NORTHEAST ALONG HANNA STREET TO THE
 CP1981'INTERSECTION OF HANNA STREET, LOUISIANA HIGHWAY 15 AND LOUISIANA
 CP1981'HIGHWAY 572.  THENCE ABOUT 0.05 MILES NORTHEAST ALONG LOUISIANA
 CP1981'HIGHWAY 572 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 572 AND 128.
 CP1981'THENCE ABOUT 5.40 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1981'INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 4.  THENCE ABOUT 6.60 MILES
 CP1981'EAST ALONG LOUISIANA HIGHWAY 4.  IT IS 44.2 FEET SOUTH OF THE
 CP1981'CENTERLINE OF LOUISIANA HIGHWAY 4, 27.9 FEET SOUTHWEST OF THE SOUTH
 CP1981'HEADWALL OF A CONCRETE BOX CULVERT ON LOUISIANA HIGHWAY 4, 11.8 FEET
 CP1981'NORTHWEST OF A POWERPOLE, 10.9 FEET NORTH OF A BARBED WIRE FENCE.  A
 CP1981'COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET BELOW THE
 CP1981'GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE.  A STEEL
 CP1981'WITNESS POST IS SET 1.8 FEET SOUTH OF THE MARK.  THE CAP IS MISSING
 CP1981'FROM THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1980 ***********************************************************************
 CP1980  DESIGNATION -  TENSAS CAP
 CP1980  PID         -  CP1980
 CP1980  STATE/COUNTY-  LA/FRANKLIN
 CP1980  USGS QUAD   -  NEWLIGHT (1987)
 CP1980
 CP1980                         *CURRENT SURVEY CONTROL
 CP1980  ___________________________________________________________________
 CP1980* NAD 83(1986)-  32 05 23.     (N)    091 29 34.     (W)     SCALED    
 CP1980* NAVD 88     -        18.83   (+/-2cm)      61.8    (feet)  VERTCON   
 CP1980  ___________________________________________________________________
 CP1980  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1980
 CP1980  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1980
 CP1980.The horizontal coordinates were scaled from a topographic map and have
 CP1980.an estimated accuracy of +/- 6 seconds.
 CP1980
 CP1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1980.The vertical order pertains to the NGVD 29 superseded value.
 CP1980
 CP1980.The geoid height was determined by GEOID03.
 CP1980
 CP1980;                    North         East    Units  Estimated Accuracy
 CP1980;SPC LA N     -   176,700.    1,095,070.      MT  (+/- 180 meters Scaled)
 CP1980
 CP1980                          SUPERSEDED SURVEY CONTROL
 CP1980
 CP1980  NGVD 29 (??/??/92)   18.849  (m)           61.84   (f) ADJ UNCH    1 2
 CP1980
 CP1980.Superseded values are not recommended for survey control.
 CP1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1980.See file dsdata.txt to determine how the superseded data were derived.
 CP1980
 CP1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR422513(NAD 83)
 CP1980_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1980_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1980_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1980
 CP1980  HISTORY     - Date     Condition        Report By
 CP1980  HISTORY     - UNK      MONUMENTED       DOD
 CP1980  HISTORY     - 1973     GOOD             LADTD
 CP1980
 CP1980                          STATION DESCRIPTION
 CP1980
 CP1980'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1980'12.30 MI NE FROM GILBERT.
 CP1980'ABOUT 0.05 MILES SOUTHEAST ALONG FIRST STREET FROM GILBERT HIGH SCHOOL
 CP1980'IN GILBERT TO THE INTERSECTION OF FIRST STREET AND HANNA STREET.
 CP1980'THENCE ABOUT 0.20 MILES NORTHEAST ALONG HANNA STREET TO THE
 CP1980'INTERSECTION OF HANNA STREET, LOUISIANA HIGHWAY 15 AND LOUISIANA
 CP1980'HIGHWAY 572.  THENCE ABOUT 0.05 MILES NORTHEAST ALONG LOUISIANA
 CP1980'HIGHWAY 572 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 572 AND 128.
 CP1980'THENCE ABOUT 5.40 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1980'INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 4.  THENCE ABOUT 6.60 MILES
 CP1980'EAST ALONG LOUISIANA HIGHWAY 4.  IT IS 44.2 FEET SOUTH OF THE
 CP1980'CENTERLINE OF LOUISIANA HIGHWAY 4, 27.9 FEET SOUTHWEST OF THE SOUTH
 CP1980'HEADWALL OF A CONCRETE BOX CULVERT ON LOUISIANA HIGHWAY 4, 11.8 FEET
 CP1980'NORTHWEST OF A POWERPOLE, 10.9 FEET NORTH OF A BARBED WIRE FENCE.  A
 CP1980'3-INCH IRON PIPE.  A STEEL WITNESS POST IS SET 1.8 FEET SOUTH OF THE
 CP1980'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4389 ***********************************************************************
 BJ4389  DESIGNATION -  TERRE
 BJ4389  PID         -  BJ4389
 BJ4389  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4389  USGS QUAD   -  RESERVE (1994)
 BJ4389
 BJ4389                         *CURRENT SURVEY CONTROL
 BJ4389  ___________________________________________________________________
 BJ4389* NAD 83(1992)-  30 07 00.81504(N)    090 36 07.57602(W)     ADJUSTED  
 BJ4389* NAVD 88     -         2.5  **(meters)       8.   **(feet)  VERTCON   
 BJ4389  **This station is located in a subsidence area (see below).
 BJ4389  ___________________________________________________________________
 BJ4389  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4389  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BJ4389
 BJ4389  HORZ ORDER  -  FIRST
 BJ4389
 BJ4389.The horizontal coordinates were established by classical geodetic methods
 BJ4389.and adjusted by the National Geodetic Survey in January 1993..
 BJ4389
 BJ4389 ** The orthometric height has not been validated since last determined
 BJ4389 ** by differential leveling and should not be used for control purposes.
 BJ4389 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4389 ** area with valid NAVD 88 orthometric heights.
 BJ4389 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4389 ** epoch indicated which incorporates improved geoid heights for the
 BJ4389 ** Southern Louisiana Subsidence area.
 BJ4389 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4389.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4389
 BJ4389.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4389
 BJ4389.The geoid height was determined by GEOID03.
 BJ4389
 BJ4389;                    North         East     Units Scale Factor Converg.
 BJ4389;SPC LA S     -   179,448.288 1,070,465.154   MT  0.99992779   +0 21 56.2
 BJ4389;SPC LA S     -   588,739.92  3,512,017.76   sFT  0.99992779   +0 21 56.2
 BJ4389;UTM  15      - 3,334,164.855   731,033.682   MT  1.00025858   +1 12 13.4
 BJ4389
 BJ4389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4389!SPC LA S     -   1.00000377  x   0.99992779  =   0.99993156
 BJ4389!UTM  15      -   1.00000377  x   1.00025858  =   1.00026235
 BJ4389
 BJ4389|---------------------------------------------------------------------|
 BJ4389| PID    Reference Object                     Distance      Geod. Az  |
 BJ4389|                                                           dddmmss.s |
 BJ4389| BJ4392 TERRE 1973 RM 3                     224.519 METERS 12755     |
 BJ4389| CW1547 TERRE RM 1                           29.035 METERS 12906     |
 BJ4389| BJ4382 LUCY WATER TANK                     APPROX.11.6 KM 1324513.4 |
 BJ4389| BJ4393 TERRE AZ MK 2                       115.267 METERS 13532     |
 BJ4389| BJ4374 RESERVE GODCHAUX REF LARGE STK      APPROX. 7.1 KM 1510840.1 |
 BJ4389| BJ4386 RESERVE G H SUGAR CO TANK           APPROX. 7.1 KM 1513546.1 |
 BJ4389| BJ4388 BAYSIDE                             APPROX. 7.1 KM 1610633.4 |
 BJ4389| BJ4391 GARYVILLE RAD STA WKQT MAST         APPROX. 4.8 KM 2024434.2 |
 BJ4389| CW1548 TERRE RM 2                           25.878 METERS 22104     |
 BJ4389| BJ4407 LUTCHER MUN TANK                    APPROX.12.3 KM 2255813.0 |
 BJ4389| BJ4404 GRAMERCY KAISER CORP TANK           APPROX. 9.1 KM 2264958.6 |
 BJ4389| BJ4402 GRAMERCY COLONIAL SUGAR STACK       APPROX.10.8 KM 2265244.1 |
 BJ4389|---------------------------------------------------------------------|
 BJ4389
 BJ4389                          SUPERSEDED SURVEY CONTROL
 BJ4389
 BJ4389  NAD 83(1986)-  30 07 00.83125(N)    090 36 07.57720(W) AD(       ) 1
 BJ4389  NAD 27      -  30 07 00.11095(N)    090 36 07.25911(W) AD(       ) 1
 BJ4389  NGVD 29 (07/19/86)    2.5    (m)            8.     (f) VERT ANG       
 BJ4389
 BJ4389.Superseded values are not recommended for survey control.
 BJ4389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4389.See file dsdata.txt to determine how the superseded data were derived.
 BJ4389
 BJ4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3103434165(NAD 83)
 BJ4389_MARKER: DS = TRIANGULATION STATION DISK
 BJ4389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4389
 BJ4389  HISTORY     - Date     Condition        Report By
 BJ4389  HISTORY     - 1973     MONUMENTED       NGS
 BJ4389  HISTORY     - 1975     SEE DESCRIPTION  NGS
 BJ4389
 BJ4389                          STATION DESCRIPTION
 BJ4389
 BJ4389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4389'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF LAPLACE, 7 MILES
 BJ4389'NORTHEAST OF GRAMERCY, 5.5 MILES NORTHEAST OF RESERVE, ON THE NORTH
 BJ4389'SIDE OF INTERSTATE HIGHWAY 10, ABOUT 150 FEET EAST OF THE FRISCO
 BJ4389'HUNTING CLUB LODGE AND ON PROPERTY OWNED BY THE TERRE HAUTE REALTY
 BJ4389'COMPANY INCORPORATED, P.O. BOX 385, RESERVE, LOUISIANA, PHONE
 BJ4389'NUMBER 536-3599 OR 535-2675.
 BJ4389'
 BJ4389'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 61 AND 51 IN
 BJ4389'LAPLACE GO WESTERLY ON US HIGHWAY 61 FOR 4.3 MILES TO THE JUNCTION
 BJ4389'OF STATE HIGHWAY 53.  CONTINUE WESTERLY ON US HIGHWAY 61 FOR 1.4
 BJ4389'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE DIRT
 BJ4389'AND SHELL ROAD FOR 0.4 MILE TO A BRIDGE AND A LOCKED GATE.
 BJ4389'CONTINUE NORTHERLY, PASSING THROUGH THE GATE, ON THE DIRT AND SHELL
 BJ4389'ROAD FOR 1.2 MILES TO A HOUSE ON THE LEFT.  CONTINUE NORTHERLY ON
 BJ4389'THE DIRT ROAD FOR 1.0 MILES TO THE CONSTRUCTION OF INTERSTATE HIGHWAY
 BJ4389'10.  TURN LEFT AND GO WESTERLY ON THE ROAD BED OF INTERSTATE HIGHWAY
 BJ4389'10 FOR 1.1 MILES TO REFERENCE MARK 3 ON THE LEFT, THE SOUTH SIDE OF
 BJ4389'THE HIGHWAY.  CONTINUE WEST ON INTERSTATE HIGHWAY 10 FOR 0.2
 BJ4389'MILE TO THE STATION ON THE RIGHT, THE NORTH SIDE OF THE HIGHWAY.
 BJ4389'
 BJ4389'THE STATION MARKS ARE STANDARD DISKS, THE SURFACE DISK IS STAMPED
 BJ4389'TERRE 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BJ4389'12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 BJ4389'150 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE AND 6.5 FEET SOUTH
 BJ4389'OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS STAMPED
 BJ4389'GUIDRY 1972 AND IS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 BJ4389'
 BJ4389'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TERRE NO 1 1972, SET IN
 BJ4389'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ4389'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET SOUTHEAST OF
 BJ4389'THE METAL WITNESS POST WITH SIGN AND 1.5 FEET WEST OF A METAL
 BJ4389'WITNESS POST WITH SIGN.
 BJ4389'
 BJ4389'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TERRE NO 2 1972, SET IN
 BJ4389'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 BJ4389'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 132 FEET SOUTHEAST OF
 BJ4389'THE SOUTHEAST CORNER OF THE HOUSE AND 2 FEET NORTH OF A METAL
 BJ4389'WITNESS POST WITH SIGN.
 BJ4389'
 BJ4389'REFERENCE MARK 3 IS A STANDARD DISK STAMPED TERRE NO 3 1972, SET IN
 BJ4389'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 8-INCHES IN DIAMETER
 BJ4389'AND IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 105 FEET SOUTH OF
 BJ4389'THE CENTER OF THE SOUTH LANE ON INTERSTATE HIGHWAY 10 AND 2 FEET
 BJ4389'NORTH OF A METAL WITNESS POST WITH SIGN.
 BJ4389'
 BJ4389'NOTE--AFTER THE COMPLETION OF THE CONSTRUCTION OF INTERSTATE HIGHWAY
 BJ4389'10 THE STATION CAN BE REACHED FROM THE JUNCTION OF INTERSTATE
 BJ4389'HIGHWAY 10 AND US HIGHWAY 51 BY GOING APPROXIMATELY 10 MILES WEST ON
 BJ4389'INTERSTATE HIGHWAY 10 TO THE MARKS ON THE RIGHT.
 BJ4389'
 BJ4389'THE MEASUREMENTS TO THE REFERENCE MARKS WERE MADE HOLDING 5 KGS
 BJ4389'TENSION.
 BJ4389
 BJ4389                          STATION RECOVERY (1975)
 BJ4389
 BJ4389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AKH)
 BJ4389'THE STATION WAS VISITED 3-10-75 AND THE STATION MARK WAS FOUND
 BJ4389'DISTURBED.  THE MARK WAS REMOVED FROM THE GROUND AND REPLACED OVER
 BJ4389'THE UNDERGROUND MARK.  THE AZIMUTH MARK WAS REPORTED BY THE HIGHWAY
 BJ4389'DEPARTMENT TO BE IN DANGER OF ROAD CONSTRUCTION.  A NEW AZIMUTH
 BJ4389'MARK WAS SET ABOUT 0.1 MILE FROM THE STATION, SELECTION FOR AZIMUTH
 BJ4389'MARKS ARE AT A MINIMUM IN THIS AREA.  THE ORIGINAL AZIMUTH MARK WAS
 BJ4389'LEFT INTACT IN CASE IT WAS NOT DISTURBED DURING CONSTRUCTION.
 BJ4389'THE DIRECTION TO REFERENCE MARK NO. 1 FROM THE AZIMUTH MARK
 BJ4389'WAS DETERMINED TO BE 80 SECONDS SMALLER AND TO REFERENCE MARK NO. 2
 BJ4389'54 SECONDS LARGER THAN THE 1973 DIRECTION.  THE DISTANCE FROM THE
 BJ4389'STATION TO REFERENCE MARK NO. 1 CHECKED .04 FT. LONGER AND .02 FT.
 BJ4389'SHORTER TO REFERENCE MARK NO. 2.  THE AREA IS ASPOIL AREA AS A
 BJ4389'RESULT OF THE CONSTRUCTION OF THE HIGHWAY.  A NEW DESCRIPTION
 BJ4389'FOLLOWS--
 BJ4389'
 BJ4389'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF LAPLACE, 7 MILES
 BJ4389'NORTHEAST OF GRAMERCY ON PROPERTY OWNED BY THE TERRE HAUTE REALITY
 BJ4389'CO. IN RESERVE, AT THE SITE OF THE FRISCO HUNTING CLUB ON THE NORTH
 BJ4389'SIDE OF INTERSTATE HIGHWAY 10, 10.1 MILE WEST OF THE INTERSECTION
 BJ4389'OF INTERSTATE HIGHWAY 55 AND 10.  IT IS 199 FEET NORTH OF THE
 BJ4389'CENTER OF THE WESTBOUND LANE OF I-10, 148 FEET EAST OF THE
 BJ4389'SOUTHEAST CORNER OF THE HUNTING LODGE, 153 FEET EAST-SOUTHEAST OF
 BJ4389'THE NORTHEAST CORNER OF THE SAME BUILDING, 125 FEET EAST OF THE
 BJ4389'CENTER OF THE DRIVEWAY, 12 FEET NORTH OF THE PROJECTED PLANE OF
 BJ4389'THE SOUTH WALL OF THE HUNTING LODGE AND 1 FOOT EAST OF A METAL
 BJ4389'WITNESS POST.  IT IS STAMPED TERRE 1972 1975.  THE UNDERGROUND
 BJ4389'DISK IS STAMPED GUIDRY 1972.  THE SURFACE MARK PROJECTS ABOUT 6
 BJ4389'INCHES.
 BJ4389'
 BJ4389'REFERENCE MARK NO. 1 IS 95.31 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ4389'145 FEET NORTH OF THE CENTER OF THE WESTBOUND LANE OF I-10 HIGHWAY,
 BJ4389'200 FEET EAST OF THE CENTER OF THE DRIVEWAY LEADING TO THE HUNTING
 BJ4389'LODGE.  IT IS STAMPED TERRE NO 1 1972 FLUSH WITH THE GROUND.
 BJ4389'
 BJ4389'REFERENCE MARK NO. 2 IS 84.95 FEET SOUTHWEST OF THE STATION, 127 FEET
 BJ4389'NORTH OF THE CENTER OF THE WESTBOUND LANE OF I-10 HIGHWAY, 131 FEET
 BJ4389'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HUNTING LODGE, 70 FEET
 BJ4389'EAST OF THE DRIVEWAY TO THE HUNTING LODGE AND 1 FOOT EAST OF A
 BJ4389'METAL WITNESS POST.  IT IS STAMPED TERRE NO 2 1972 FLUSH WITH
 BJ4389'THE GROUND.
 BJ4389'
 BJ4389'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION ON THE SOUTH
 BJ4389'RIGHT-OF-WAY OF INTERSTATE I-10 HIGHWAY, 105 FEET SOUTH OF THE
 BJ4389'CENTER OF THE EASTBOUND LANE OF THE HIGHWAY, 318 FEET EAST OF THE
 BJ4389'SOUTH END A DOUBLE 6-FOOT METAL CULVERT, 1 FOOT EAST OF A METAL
 BJ4389'WITNESS POST, 3 FEET NORTH OF A METAL WITNESS POST.  IT IS STAMPED
 BJ4389'TERRE NO 3 1972 2 INCHES BELOW THE GROUND.
 BJ4389'
 BJ4389'AZIMUTH MARK 2 IS 0.1 MILE SOUTHEAST OF THE STATION, 400 FEET EAST OF
 BJ4389'THE PROJECTED CENTER OF THE DRIVEWAY TO THE HUNTING LODGE, 48 FEET
 BJ4389'SOUTH OF THE CENTER OF THE WESTBOUND LANE OF THE HIGHWAY, 40 FEET
 BJ4389'NORTH OF THE CENTER OF THE EASTBOUND LANE OF THE HIGHWAY.  IT IS A
 BJ4389'REFERENCE MARK DISK STAMPED TERRE AZ. 2 1972 1975, SET IN A DRILL
 BJ4389'HOLE IN THE SOUTHEAST CORNER OF A CATCH BASIN SERVING THE TWO
 BJ4389'LARGE METAL CULVERTS UNDER THE HIGHWAY.
 BJ4389'
 BJ4389'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATES HIGHWAYS 55
 BJ4389'AND 10 ABOUT 2 MILES NORTHEAST OF LAPLACE GO WEST ON INTERSTATE I-10
 BJ4389'FOR 10.1 MILES TO THE STATION ON THE RIGHT AT THE FRISCO HUNTING
 BJ4389'CLUB LODGE.
 BJ4389'
 BJ4389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NW OF
 BJ4389'LAPLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1203 ***********************************************************************
 AT1203  DESIGNATION -  TERRE
 AT1203  PID         -  AT1203
 AT1203  STATE/COUNTY-  LA/JEFFERSON
 AT1203  USGS QUAD   -  BARATARIA PASS (1993)
 AT1203
 AT1203                         *CURRENT SURVEY CONTROL
 AT1203  ___________________________________________________________________
 AT1203* NAD 83(1992)-  29 17 43.15835(N)    089 54 34.23131(W)     ADJUSTED  
 AT1203* NAVD 88     -         1.5  **(meters)       5.   **(feet)  VERTCON   
 AT1203  **This station is located in a subsidence area (see below).
 AT1203  ___________________________________________________________________
 AT1203  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AT1203  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AT1203
 AT1203  HORZ ORDER  -  SECOND
 AT1203
 AT1203.The horizontal coordinates were established by classical geodetic methods
 AT1203.and adjusted by the National Geodetic Survey in January 1993..
 AT1203
 AT1203 ** The orthometric height has not been validated since last determined
 AT1203 ** by differential leveling and should not be used for control purposes.
 AT1203 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1203 ** area with valid NAVD 88 orthometric heights.
 AT1203 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1203 ** epoch indicated which incorporates improved geoid heights for the
 AT1203 ** Southern Louisiana Subsidence area.
 AT1203 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1203
 AT1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1203
 AT1203.The geoid height was determined by GEOID03.
 AT1203
 AT1203;                    North         East     Units Scale Factor Converg.
 AT1203;SPC LA S     -    89,018.573 1,138,336.306   MT  1.00000099   +0 42 42.9
 AT1203;SPC LA S     -   292,055.10  3,734,691.70   sFT  1.00000099   +0 42 42.9
 AT1203;UTM  16      - 3,244,218.832   217,359.557   MT  1.00058587   -1 25 28.6
 AT1203
 AT1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1203!SPC LA S     -   1.00000354  x   1.00000099  =   1.00000453
 AT1203!UTM  16      -   1.00000354  x   1.00058587  =   1.00058941
 AT1203
 AT1203|---------------------------------------------------------------------|
 AT1203| PID    Reference Object                     Distance      Geod. Az  |
 AT1203|                                                           dddmmss.s |
 AT1203| DD8149 TERRE RM 3                           16.091 METERS 06930     |
 AT1203| DD8147 TERRE RM 1                           15.627 METERS 07105     |
 AT1203| DD8146 TERRE AZ MK                                        1325619.2 |
 AT1203| DD8148 TERRE RM 2                           13.865 METERS 16426     |
 AT1203|---------------------------------------------------------------------|
 AT1203
 AT1203                          SUPERSEDED SURVEY CONTROL
 AT1203
 AT1203  NAD 83(1986)-  29 17 43.17073(N)    089 54 34.24033(W) AD(       ) 2
 AT1203  NAD 27      -  29 17 42.35884(N)    089 54 33.98328(W) AD(       ) 2
 AT1203  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AT1203
 AT1203.Superseded values are not recommended for survey control.
 AT1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1203.See file dsdata.txt to determine how the superseded data were derived.
 AT1203
 AT1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1736044219(NAD 83)
 AT1203_MARKER: DS = TRIANGULATION STATION DISK
 AT1203_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1203+WITH SETTING: INFORMATION.
 AT1203_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1203
 AT1203  HISTORY     - Date     Condition        Report By
 AT1203  HISTORY     - 1966     MONUMENTED       CGS
 AT1203  HISTORY     - 1979     GOOD             NGS
 AT1203
 AT1203                          STATION DESCRIPTION
 AT1203
 AT1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1203'THE STATION IS ABOUT 19 MILES SOUTHWEST OF PORT SULPHUR, 6 MILES
 AT1203'NORTHEAST OF GRAND
 AT1203'ISLE, ON THE SOUTH SIDE OF BAY MELVILLE, ON THE WEST
 AT1203'SIDE OF PASS ABLE AND ON THE
 AT1203'NORTHEAST END OF GRAND TERRE ISLAND.
 AT1203'
 AT1203'THE STATION MARK IS A STANDARD DISK STAMPED TERRE 1966, CRIMPED TO
 AT1203'THE TOP OF A 5/8
 AT1203'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1203'ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT1203'WHICH PROJECTS 2.3 FEET.  IT IS 1.8
 AT1203'FEET SOUTHEAST OF A METAL WITNESS POST AND 48 FEET
 AT1203'SOUTH OF A SMALL
 AT1203'CANAL.
 AT1203'
 AT1203'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED TERRE NO 1 1966,
 AT1203'CRIMPED TO THE TOP
 AT1203'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1203'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1203'PIPE WHICH PROJECTS 2.2 FEET.  IT
 AT1203'IS 52 FEET EAST OF THE METAL WITNESS POST AND 57 FEET
 AT1203'SOUTH OF THE
 AT1203'SOUTH EDGE OF THE CANAL.
 AT1203'
 AT1203'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED TERRE NO 2 1966,
 AT1203'CRIMPED TO THE TOP
 AT1203'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1203'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1203'PIPE WHICH PROJECTS 2.2 FEET.  IT
 AT1203'IS 47 FEET SOUTH OF THE METAL WITNESS POST.
 AT1203'
 AT1203'AZIMUTH MARK IS A STANDARD DISK STAMPED TERRE 1966, CRIMPED TO THE
 AT1203'TOP OF A 5/8 INCH
 AT1203'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED IN
 AT1203'A 4 INCH ORANGEBURG PIPE WHICH
 AT1203'PROJECTS 2.2 FEET.  IT IS 1.3 FEET EAST
 AT1203'OF A METAL WITNESS POST AND ABOUT 130 FEET NORTH
 AT1203'OF THE EDGE OF THE
 AT1203'GULF.
 AT1203'
 AT1203'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ACROSS
 AT1203'MARSHY GROUND FOR
 AT1203'ABOUT 0.25 MILE TO THE MARK ABOUT 130 FEET NORTHWEST
 AT1203'OF THE GULF.
 AT1203'
 AT1203'NOTE- STATION CAN ONLY BE REACHED BY BOAT OR FLOAT PLANE.
 AT1203'
 AT1203'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AT1203
 AT1203                          STATION RECOVERY (1979)
 AT1203
 AT1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AT1203'THE STATION MARK AND REFERENCE MARK NO 2 WAS RECOVERED AND FOUND
 AT1203'IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS HIT BY HEAVY MACHINERY
 AT1203'AND THE STEEL ROD WAS BENT OVER TO THE GROUND.  A SHORTER DISTANCE
 AT1203'TO REFERENCE MARK NO 2 WAS MEASURED, THE DISTANCE BEING 0.013
 AT1203'METERS. REFERENCE MARK NO 3 WAS ESTABLISHED ON THIS DATE.
 AT1203'
 AT1203'THE STATION IS LOCATED 19 MILES SOUTHWEST
 AT1203'OF SULPHUR, 6 MILES NORTHEAST OF GRAND ISLE, ON THE WEST SIDE OF
 AT1203'PASS ABLE AND ON THE NORTHEAST END OF GRAND TERRE ISLAND.
 AT1203'
 AT1203'THE DISTANCE TO REFERENCE MARK 2 THIS DATE IS 45.59 FEET OR
 AT1203'13.865 METERS AND TO REFERENCE MARK 3 IS 52.79 FEET OR 16.090
 AT1203'METERS.  NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO BRUSH
 AT1203'ON LINE.  THE ANGLE BETWEEN THE REFERENCE MARKS IS 94 DEGREES,
 AT1203'56 MINUTES, AND 6.30 SECONDS.
 AT1203'
 AT1203'THE STATION WAS REACHED BY HELICOPTER FROM THE HOUMA AIRPORT.
 AT1203'
 AT1203'THE STATION IS A STANDARD CGS DISK
 AT1203'STAMPED---TERRE 1966---,
 AT1203'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD DRIVEN
 AT1203'32 FEET IN THE GROUND, ENCASED IN 4-INCH ORANGEBURG PIPE
 AT1203'AND PROJECTS 1.0 FEET.
 AT1203'IT IS LOCATED
 AT1203'48 FEET SOUTH FROM OF A SMALL CANAL AND
 AT1203'1.8 FEET SOUTHEAST FROM METAL WITNESS POST WITH SIGN ATTACHED.
 AT1203'
 AT1203'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AT1203'STAMPED---TERRE NO 2 1966---,
 AT1203'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROND ROD DRIVEN
 AT1203'24 FEET IN THE GROUND, ENCASED IN A 4-INCH ORANGEBURG
 AT1203'PIPE AND PROJECTS 67 CM ABOVE THE GROUND.
 AT1203'IT IS LOCATED
 AT1203'47 FEET SOUTH FROM METAL WITNESS POST WITH SIGN ATTACHED.
 AT1203'MARK IS LEVEL WITH STATION.
 AT1203'
 AT1203'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AT1203'STAMPED---TERRE 1966 NO 3 1979---,
 AT1203'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN 15 FEET INTO
 AT1203'THE GROUND, ENCASED IN A WHITE 5-INCH PVC PIPE AND PROJECTS
 AT1203'18 INCHES.
 AT1203'IT IS LOCATED
 AT1203'53 FEET EAST FROM A WITNESS POST WITH SIGN ATTACHED.
 AT1203'MARK IS LEVEL WITH STATION.
 AT1203'
 AT1203'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4392 ***********************************************************************
 BJ4392  DESIGNATION -  TERRE 1973 RM 3
 BJ4392  PID         -  BJ4392
 BJ4392  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4392  USGS QUAD   -  RESERVE (1994)
 BJ4392
 BJ4392                         *CURRENT SURVEY CONTROL
 BJ4392  ___________________________________________________________________
 BJ4392* NAD 83(1992)-  30 06 56.33413(N)    090 36 00.95990(W)     ADJUSTED  
 BJ4392* NAVD 88     -         1.   **(meters)       3.   **(feet)  VERTCON   
 BJ4392  **This station is located in a subsidence area (see below).
 BJ4392  ___________________________________________________________________
 BJ4392  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4392  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BJ4392
 BJ4392  HORZ ORDER  -  SECOND
 BJ4392
 BJ4392.The horizontal coordinates were established by classical geodetic methods
 BJ4392.and adjusted by the National Geodetic Survey in January 1993..
 BJ4392
 BJ4392 ** The orthometric height has not been validated since last determined
 BJ4392 ** by differential leveling and should not be used for control purposes.
 BJ4392 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4392 ** area with valid NAVD 88 orthometric heights.
 BJ4392 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4392 ** epoch indicated which incorporates improved geoid heights for the
 BJ4392 ** Southern Louisiana Subsidence area.
 BJ4392 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4392.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4392
 BJ4392.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4392
 BJ4392.The geoid height was determined by GEOID03.
 BJ4392
 BJ4392;                    North         East     Units Scale Factor Converg.
 BJ4392;SPC LA S     -   179,311.452 1,070,643.136   MT  0.99992774   +0 21 59.6
 BJ4392;SPC LA S     -   588,290.99  3,512,601.69   sFT  0.99992774   +0 21 59.6
 BJ4392;UTM  15      - 3,334,030.592   731,213.706   MT  1.00025960   +1 12 16.5
 BJ4392
 BJ4392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4392!SPC LA S     -   1.00000401  x   0.99992774  =   0.99993175
 BJ4392!UTM  15      -   1.00000401  x   1.00025960  =   1.00026361
 BJ4392
 BJ4392                          SUPERSEDED SURVEY CONTROL
 BJ4392
 BJ4392  NAD 83(1986)-  30 06 56.35034(N)    090 36 00.96108(W) AD(       ) 2
 BJ4392  NAD 27      -  30 06 55.63004(N)    090 36 00.64304(W) AD(       ) 2
 BJ4392  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 BJ4392
 BJ4392.Superseded values are not recommended for survey control.
 BJ4392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4392.See file dsdata.txt to determine how the superseded data were derived.
 BJ4392
 BJ4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3121434031(NAD 83)
 BJ4392
 BJ4392  HISTORY     - Date     Condition        Report By
 BJ4392  HISTORY     - 1973     MONUMENTED       NGS
 BJ4392  HISTORY     - 1979     GOOD             NGS
 BJ4392
 BJ4392                          STATION DESCRIPTION
 BJ4392
 BJ4392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (TLH)
 BJ4392'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4393 ***********************************************************************
 BJ4393  DESIGNATION -  TERRE AZ MK 2
 BJ4393  PID         -  BJ4393
 BJ4393  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4393  USGS QUAD   -  RESERVE (1994)
 BJ4393
 BJ4393                         *CURRENT SURVEY CONTROL
 BJ4393  ___________________________________________________________________
 BJ4393* NAD 83(1992)-  30 06 58.14356(N)    090 36 04.55989(W)     ADJUSTED  
 BJ4393* NAVD 88     -         2.0  **(meters)       7.   **(feet)  VERTCON   
 BJ4393  **This station is located in a subsidence area (see below).
 BJ4393  ___________________________________________________________________
 BJ4393  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4393  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BJ4393
 BJ4393  HORZ ORDER  -  SECOND
 BJ4393
 BJ4393.The horizontal coordinates were established by classical geodetic methods
 BJ4393.and adjusted by the National Geodetic Survey in January 1993..
 BJ4393
 BJ4393 ** The orthometric height has not been validated since last determined
 BJ4393 ** by differential leveling and should not be used for control purposes.
 BJ4393 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4393 ** area with valid NAVD 88 orthometric heights.
 BJ4393 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4393 ** epoch indicated which incorporates improved geoid heights for the
 BJ4393 ** Southern Louisiana Subsidence area.
 BJ4393 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4393
 BJ4393.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4393
 BJ4393.The geoid height was determined by GEOID03.
 BJ4393
 BJ4393;                    North         East     Units Scale Factor Converg.
 BJ4393;SPC LA S     -   179,366.549 1,070,546.415   MT  0.99992776   +0 21 57.8
 BJ4393;SPC LA S     -   588,471.75  3,512,284.36   sFT  0.99992776   +0 21 57.8
 BJ4393;UTM  15      - 3,334,084.286   731,116.157   MT  1.00025905   +1 12 14.8
 BJ4393
 BJ4393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4393!SPC LA S     -   1.00000385  x   0.99992776  =   0.99993161
 BJ4393!UTM  15      -   1.00000385  x   1.00025905  =   1.00026290
 BJ4393
 BJ4393:                Primary Azimuth Mark                     Grid Az
 BJ4393:SPC LA S     -  48H002 LADH 1979                         275 36 50.9
 BJ4393:UTM  15      -  48H002 LADH 1979                         274 46 33.9
 BJ4393
 BJ4393|---------------------------------------------------------------------|
 BJ4393| PID    Reference Object                     Distance      Geod. Az  |
 BJ4393|                                                           dddmmss.s |
 BJ4393| BJ4394 48H002 LADH 1979                    APPROX. 1.8 KM 2755848.7 |
 BJ4393| BJ4389 TERRE                               115.267 METERS 31532     |
 BJ4393|---------------------------------------------------------------------|
 BJ4393
 BJ4393                          SUPERSEDED SURVEY CONTROL
 BJ4393
 BJ4393  NAD 83(1986)-  30 06 58.15979(N)    090 36 04.56108(W) AD(       ) 2
 BJ4393  NAD 27      -  30 06 57.43947(N)    090 36 04.24308(W) AD(       ) 2
 BJ4393  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 BJ4393
 BJ4393.Superseded values are not recommended for survey control.
 BJ4393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4393.See file dsdata.txt to determine how the superseded data were derived.
 BJ4393
 BJ4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3111634084(NAD 83)
 BJ4393
 BJ4393  HISTORY     - Date     Condition        Report By
 BJ4393  HISTORY     - 1973     MONUMENTED       NGS
 BJ4393  HISTORY     - 1979     GOOD             NGS
 BJ4393
 BJ4393                          STATION DESCRIPTION
 BJ4393
 BJ4393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (TLH)
 BJ4393'THE AZIMUTH MARK WAS VISITED IN MARCH OF 1979.  THE STATION WAS
 BJ4393'FOUND IN GOOD CONDITION.  THE 1973 DESCRIPTION AND TO REACH ARE
 BJ4393'ADEQUATE TO RECOVER THE MARK.
 BJ4393'
 BJ4393'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4393'
 BJ4393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4393'3.5 MILES SOUTHWEST OF SORRENTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2999 ***********************************************************************
 AU2999  DESIGNATION -  TERREBONNE
 AU2999  PID         -  AU2999
 AU2999  STATE/COUNTY-  LA/TERREBONNE
 AU2999  USGS QUAD   -  JACKO BAY (1994)
 AU2999
 AU2999                         *CURRENT SURVEY CONTROL
 AU2999  ___________________________________________________________________
 AU2999* NAD 83(1992)-  29 13 13.41245(N)    090 29 35.95685(W)     ADJUSTED  
 AU2999* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2999  **This station is located in a subsidence area (see below).
 AU2999  ___________________________________________________________________
 AU2999  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AU2999  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AU2999
 AU2999  HORZ ORDER  -  SECOND
 AU2999
 AU2999.The horizontal coordinates were established by classical geodetic methods
 AU2999.and adjusted by the National Geodetic Survey in January 1993..
 AU2999
 AU2999 ** The orthometric height has not been validated since last determined
 AU2999 ** by differential leveling and should not be used for control purposes.
 AU2999 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2999 ** area with valid NAVD 88 orthometric heights.
 AU2999 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2999 ** epoch indicated which incorporates improved geoid heights for the
 AU2999 ** Southern Louisiana Subsidence area.
 AU2999 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2999.The orthometric height was scaled from a topographic map.
 AU2999
 AU2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2999
 AU2999.The geoid height was determined by GEOID03.
 AU2999
 AU2999;                    North         East     Units Scale Factor Converg.
 AU2999;SPC LA S     -    80,153.228 1,081,676.344   MT  1.00001780   +0 25 12.1
 AU2999;SPC LA S     -   262,969.38  3,548,799.81   sFT  1.00001780   +0 25 12.1
 AU2999;UTM  15      - 3,235,006.750   743,671.601   MT  1.00033274   +1 13 27.4
 AU2999
 AU2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2999!SPC LA S     -   1.00000381  x   1.00001780  =   1.00002161
 AU2999!UTM  15      -   1.00000381  x   1.00033274  =   1.00033656
 AU2999
 AU2999:                Primary Azimuth Mark                     Grid Az
 AU2999:SPC LA S     -  FELIC                                    013 54 54.7
 AU2999:UTM  15      -  FELIC                                    013 06 39.4
 AU2999
 AU2999|---------------------------------------------------------------------|
 AU2999| PID    Reference Object                     Distance      Geod. Az  |
 AU2999|                                                           dddmmss.s |
 AU2999| AU3014 FELIC                               APPROX. 6.2 KM 0142006.8 |
 AU2999| DD8150 TERREBONNE RM 1                      19.770 METERS 12741     |
 AU2999| DD8151 TERREBONNE RM 2                      20.090 METERS 25101     |
 AU2999|---------------------------------------------------------------------|
 AU2999
 AU2999                          SUPERSEDED SURVEY CONTROL
 AU2999
 AU2999  NAD 83(1986)-  29 13 13.43044(N)    090 29 35.96722(W) AD(       ) 2
 AU2999  NAD 27      -  29 13 12.60800(N)    090 29 35.65600(W) AD(       ) 2
 AU2999
 AU2999.Superseded values are not recommended for survey control.
 AU2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2999.See file dsdata.txt to determine how the superseded data were derived.
 AU2999
 AU2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4367235007(NAD 83)
 AU2999_MARKER: DS = TRIANGULATION STATION DISK
 AU2999_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2999_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2999
 AU2999  HISTORY     - Date     Condition        Report By
 AU2999  HISTORY     - 1934     MONUMENTED       CGS
 AU2999  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2999
 AU2999                          STATION DESCRIPTION
 AU2999
 AU2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2999'STATION IS ON THE LARGEST OF THE GROUP OF ISLANDS TO THE E
 AU2999'OF THE PASS BETWEEN TERREBONNE BAY AND LAKE BARRE, DIRECTLY
 AU2999'OPPOSITE THE MOUTH OF TERREBONNE BAYOU.  THIS ISLAND HAS
 AU2999'NUMEROUS OIL WELLS ON ITS N SHORE.  THE STATION IS ON THE
 AU2999'WESTWARD ARM OF THIS T-SHAPED ISLAND, NEAR THE N SHORE,
 AU2999'IMMEDIATELY BEHIND THE FOURTH DISTINCT POINT FROM THE W
 AU2999'AND JUST W OF A NARROW GUT.
 AU2999'
 AU2999'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2999'SET IN CONCRETE IN THE TOP OF TILES.
 AU2999'
 AU2999'REFERENCE MARK NO. 1 IS 19.77 METERS (64.9 FEET) FROM THE
 AU2999'STATION S 52 DEG 19 MIN E.
 AU2999'
 AU2999'REFERENCE MARK NO. 2 IS 20.09 METERS (65.9 FEET) FROM THE
 AU2999'STATION S 71 DEG 01 MIN W.
 AU2999
 AU2999                          STATION RECOVERY (1952)
 AU2999
 AU2999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2999'STATION IS LOST THROUGH EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3467 ***********************************************************************
 AU3467  DESIGNATION -  TERREBONNE BAY P+L MK LT B
 AU3467  PID         -  AU3467
 AU3467  STATE/COUNTY-  LA/TERREBONNE
 AU3467  USGS QUAD   -  CAT ISLAND PASS (1994)
 AU3467
 AU3467                         *CURRENT SURVEY CONTROL
 AU3467  ___________________________________________________________________
 AU3467* NAD 83(1992)-  29 05 55.34347(N)    090 33 27.30667(W)     ADJUSTED  
 AU3467* NAVD 88     -         4.0  **(meters)      13.   **(feet)  VERTCON   
 AU3467  **This station is located in a subsidence area (see below).
 AU3467  ___________________________________________________________________
 AU3467  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AU3467  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AU3467
 AU3467  HORZ ORDER  -  THIRD
 AU3467
 AU3467.The horizontal coordinates were established by classical geodetic methods
 AU3467.and adjusted by the National Geodetic Survey in January 1993..
 AU3467
 AU3467 ** The orthometric height has not been validated since last determined
 AU3467 ** by differential leveling and should not be used for control purposes.
 AU3467 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3467 ** area with valid NAVD 88 orthometric heights.
 AU3467 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3467 ** epoch indicated which incorporates improved geoid heights for the
 AU3467 ** Southern Louisiana Subsidence area.
 AU3467 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3467
 AU3467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3467
 AU3467.The geoid height was determined by GEOID03.
 AU3467
 AU3467;                    North         East     Units Scale Factor Converg.
 AU3467;SPC LA S     -    66,621.577 1,075,519.230   MT  1.00004870   +0 23 16.4
 AU3467;SPC LA S     -   218,574.29  3,528,599.34   sFT  1.00004870   +0 23 16.4
 AU3467;UTM  15      - 3,221,386.366   737,702.893   MT  1.00029729   +1 11 18.0
 AU3467
 AU3467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3467!SPC LA S     -   1.00000315  x   1.00004870  =   1.00005185
 AU3467!UTM  15      -   1.00000315  x   1.00029729  =   1.00030044
 AU3467
 AU3467                          SUPERSEDED SURVEY CONTROL
 AU3467
 AU3467  NAD 83(1986)-  29 05 55.35957(N)    090 33 27.32001(W) AD(       ) 4
 AU3467  NGVD 29 (08/28/92)    4.0    (m)           13.     (f) VERT ANG       
 AU3467
 AU3467.Superseded values are not recommended for survey control.
 AU3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3467.See file dsdata.txt to determine how the superseded data were derived.
 AU3467
 AU3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3770321386(NAD 83)
 AU3467_MARKER: 14 = NAVIGATION LIGHT
 AU3467_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3467
 AU3467  HISTORY     - Date     Condition        Report By
 AU3467  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3467
 AU3467                          STATION DESCRIPTION
 AU3467
 AU3467'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3467'ABOUT 17.52 KM (10.90 MI) SOUTH-SOUTHEAST OF COCDRIE, 10.75 KM
 AU3467'(6.67 MI) SOUTHEAST OF BAY SAINTE ELAINE, 11.80 KM (7.33 MI) SOUTH
 AU3467'OF LAKE SAINT JEAN BAPTISTE IN TERREBONNE BAY ABOUT 1.61 KM (1.00 MI)
 AU3467'EAST OF CAT ISLAND PASS.  STATION IS THE CENTER OF A QUICK FLASH WHITE
 AU3467'HORIZON LIGHT SUPPORTED BY A 4 LEGGED METAL STRUCTURE WHICH EXTENDS
 AU3467'ABOUT 4 TO 5 FEET ABOVE A 10 PILE WOOD PLATFORM WHICH ALSO HAS A
 AU3467'WELL HEAD IN CENTER OF PLATFORM.  STATION IS LISTED AS BEING 11 FEET
 AU3467'ABOVE WATER.  STATION IS LISTED IN THE LATEST USCG LIGHT LIST AS
 AU3467'NUMBER 3649.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3468 ***********************************************************************
 AU3468  DESIGNATION -  TERREBONNE BAY P+L MK LT C
 AU3468  PID         -  AU3468
 AU3468  STATE/COUNTY-  LA/TERREBONNE
 AU3468  USGS QUAD   -  CAT ISLAND PASS (1994)
 AU3468
 AU3468                         *CURRENT SURVEY CONTROL
 AU3468  ___________________________________________________________________
 AU3468* NAD 83(1992)-  29 06 01.32623(N)    090 31 46.91363(W)     ADJUSTED  
 AU3468* NAVD 88     -         2.2  **(meters)       7.   **(feet)  VERTCON   
 AU3468  **This station is located in a subsidence area (see below).
 AU3468  ___________________________________________________________________
 AU3468  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU3468  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AU3468
 AU3468  HORZ ORDER  -  THIRD
 AU3468
 AU3468.The horizontal coordinates were established by classical geodetic methods
 AU3468.and adjusted by the National Geodetic Survey in January 1993..
 AU3468
 AU3468 ** The orthometric height has not been validated since last determined
 AU3468 ** by differential leveling and should not be used for control purposes.
 AU3468 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3468 ** area with valid NAVD 88 orthometric heights.
 AU3468 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3468 ** epoch indicated which incorporates improved geoid heights for the
 AU3468 ** Southern Louisiana Subsidence area.
 AU3468 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3468
 AU3468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3468
 AU3468.The geoid height was determined by GEOID03.
 AU3468
 AU3468;                    North         East     Units Scale Factor Converg.
 AU3468;SPC LA S     -    66,824.488 1,078,232.694   MT  1.00004825   +0 24 06.6
 AU3468;SPC LA S     -   219,240.01  3,537,501.76   sFT  1.00004825   +0 24 06.6
 AU3468;UTM  15      - 3,221,627.221   740,413.955   MT  1.00031329   +1 12 07.2
 AU3468
 AU3468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3468!SPC LA S     -   1.00000343  x   1.00004825  =   1.00005168
 AU3468!UTM  15      -   1.00000343  x   1.00031329  =   1.00031672
 AU3468
 AU3468                          SUPERSEDED SURVEY CONTROL
 AU3468
 AU3468  NAD 83(1986)-  29 06 01.34202(N)    090 31 46.92694(W) AD(       ) 4
 AU3468  NGVD 29 (08/28/92)    2.2    (m)            7.     (f) VERT ANG       
 AU3468
 AU3468.Superseded values are not recommended for survey control.
 AU3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3468.See file dsdata.txt to determine how the superseded data were derived.
 AU3468
 AU3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4041421627(NAD 83)
 AU3468_MARKER: 14 = NAVIGATION LIGHT
 AU3468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3468
 AU3468  HISTORY     - Date     Condition        Report By
 AU3468  HISTORY     - 1985     FIRST OBSERVED   LADTD
 AU3468
 AU3468                          STATION DESCRIPTION
 AU3468
 AU3468'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 AU3468'ABOUT 17.88 KM (11.11 MI) SOUTHEAST OF COCODPIE, 11.62 KM (7.22 MI)
 AU3468'SOUTH OF LAKE SAINT JEAN BAPTISTE, 12.70 KM (7.89 MI) WEST-SOUTHWEST
 AU3468'OF BAY SAINT ELAINE ABOUT 3.76 KM (2.33 MI) EAST OF THE MOUTH OF CAT
 AU3468'ISLAND PASS IN TERREBONNE BAY.  STATION IS THE CENTER OF A QUICK
 AU3468'FLASH WHITE HORIZON LIGHT SUPPORTED BY A SINGLE METAL POLE MOUNTED
 AU3468'ON A 10 PILE WOOD PLATEORM.  PLATFORM ALSO HAS AN ENTRANCE HORN
 AU3468'MOUNTED TO PLATFORM WITH WELL HEAD IN CENTER OF PLATFORM.  STATION IS
 AU3468'LISTED AS BEING 11 FEET ABOVE WATER.  LIGHT IS LISTED IN THE LATEST
 AU3468'USCG LIGHT LIST AS NUMBER 3650.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3040 ***********************************************************************
 AU3040  DESIGNATION -  TERREBONNE BAY SHOAL DAY BCN
 AU3040  PID         -  AU3040
 AU3040  STATE/COUNTY-  LA/TERREBONNE
 AU3040  USGS QUAD   -  LAKE LA GRAISSE (1994)
 AU3040
 AU3040                         *CURRENT SURVEY CONTROL
 AU3040  ___________________________________________________________________
 AU3040* NAD 83(1992)-  29 09 26.15806(N)    090 30 28.89733(W)     ADJUSTED  
 AU3040* NAVD 88     -                                                        
 AU3040  **This station is located in a subsidence area (see below).
 AU3040  ___________________________________________________________________
 AU3040  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AU3040  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AU3040
 AU3040  HORZ ORDER  -  THIRD
 AU3040
 AU3040.The horizontal coordinates were established by classical geodetic methods
 AU3040.and adjusted by the National Geodetic Survey in January 1993..
 AU3040
 AU3040 ** The orthometric height has not been validated since last determined
 AU3040 ** by differential leveling and should not be used for control purposes.
 AU3040 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3040 ** area with valid NAVD 88 orthometric heights.
 AU3040 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3040 ** epoch indicated which incorporates improved geoid heights for the
 AU3040 ** Southern Louisiana Subsidence area.
 AU3040 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3040
 AU3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3040
 AU3040.The geoid height was determined by GEOID03.
 AU3040
 AU3040;                    North         East     Units Scale Factor Converg.
 AU3040;SPC LA S     -    73,146.001 1,080,296.895   MT  1.00003328   +0 24 45.6
 AU3040;SPC LA S     -   239,979.84  3,544,274.06   sFT  1.00003328   +0 24 45.6
 AU3040;UTM  15      - 3,227,978.744   742,390.121   MT  1.00032506   +1 12 52.9
 AU3040
 AU3040                          SUPERSEDED SURVEY CONTROL
 AU3040
 AU3040  NAD 83(1986)-  29 09 26.17633(N)    090 30 28.90837(W) AD(       ) 4
 AU3040  NAD 27      -  29 09 25.33900(N)    090 30 28.58300(W) AD(       ) 3
 AU3040
 AU3040.Superseded values are not recommended for survey control.
 AU3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3040.See file dsdata.txt to determine how the superseded data were derived.
 AU3040
 AU3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4239027979(NAD 83)
 AU3040_MARKER: 16 = DAYBEACON
 AU3040
 AU3040  HISTORY     - Date     Condition        Report By
 AU3040  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU3040
 AU3040                          STATION DESCRIPTION
 AU3040
 AU3040'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3040'STATION IS LOCATED IN TERREBONNE BAY APPROXIMATELY 2 MILES
 AU3040'NW OF TERREBONNE ISLAND.
 AU3040'
 AU3040'A SINGLE PILE WITH POINTERS, APPROXIMATELY 12 FEET ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2995 ***********************************************************************
 AU2995  DESIGNATION -  TERREBONNE ISLAND
 AU2995  PID         -  AU2995
 AU2995  STATE/COUNTY-  LA/TERREBONNE
 AU2995  USGS QUAD   -  JACKO BAY (1994)
 AU2995
 AU2995                         *CURRENT SURVEY CONTROL
 AU2995  ___________________________________________________________________
 AU2995* NAD 83(1992)-  29 07 57.07426(N)    090 28 48.85485(W)     ADJUSTED  
 AU2995* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2995  **This station is located in a subsidence area (see below).
 AU2995  ___________________________________________________________________
 AU2995  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AU2995  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AU2995
 AU2995  HORZ ORDER  -  THIRD
 AU2995
 AU2995.The horizontal coordinates were established by classical geodetic methods
 AU2995.and adjusted by the National Geodetic Survey in January 1993..
 AU2995
 AU2995 ** The orthometric height has not been validated since last determined
 AU2995 ** by differential leveling and should not be used for control purposes.
 AU2995 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2995 ** area with valid NAVD 88 orthometric heights.
 AU2995 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2995 ** epoch indicated which incorporates improved geoid heights for the
 AU2995 ** Southern Louisiana Subsidence area.
 AU2995 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2995.The orthometric height was scaled from a topographic map.
 AU2995
 AU2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2995
 AU2995.The geoid height was determined by GEOID03.
 AU2995
 AU2995;                    North         East     Units Scale Factor Converg.
 AU2995;SPC LA S     -    70,423.032 1,083,021.009   MT  1.00003967   +0 25 35.6
 AU2995;SPC LA S     -   231,046.23  3,553,211.43   sFT  1.00003967   +0 25 35.6
 AU2995;UTM  15      - 3,225,293.346   745,152.874   MT  1.00034169   +1 13 38.3
 AU2995
 AU2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2995!SPC LA S     -   1.00000378  x   1.00003967  =   1.00004345
 AU2995!UTM  15      -   1.00000378  x   1.00034169  =   1.00034547
 AU2995
 AU2995|---------------------------------------------------------------------|
 AU2995| PID    Reference Object                     Distance      Geod. Az  |
 AU2995|                                                           dddmmss.s |
 AU2995| DD8152 TERREBONNE ISLAND RM 1               20.184 METERS 07711     |
 AU2995| AU3000 PELICAN ISLANDS POINT LT            APPROX. 5.1 KM 0913424.2 |
 AU2995| DD8153 TERREBONNE ISLAND RM 2               22.305 METERS 13504     |
 AU2995| AU2993 KING 2                              APPROX. 8.7 KM 1582749.9 |
 AU2995| AU2987 THE TEX CO CAILLOU IS FLD MST       APPROX. 2.5 KM 1655046.9 |
 AU2995| AU3049 MARKER 1                            APPROX. 5.3 KM 2064326.7 |
 AU2995| AU3042 PLATFORM                            APPROX. 8.2 KM 2955711.6 |
 AU2995| AU3040 TERREBONNE BAY SHOAL DAY BCN        APPROX. 3.9 KM 3152451.6 |
 AU2995| AU3047 BAYOUN                              APPROX.11.8 KM 3312953.2 |
 AU2995| AU3041 PASS BARRE LIGHT                    APPROX.10.0 KM 3400334.9 |
 AU2995| AU2994 THE TEX CO LAKE BARRE FLD TWR       APPROX. 9.8 KM 3555402.5 |
 AU2995|---------------------------------------------------------------------|
 AU2995
 AU2995                          SUPERSEDED SURVEY CONTROL
 AU2995
 AU2995  NAD 83(1986)-  29 07 57.09237(N)    090 28 48.86621(W) AD(       ) 3
 AU2995  NAD 27      -  29 07 56.25800(N)    090 28 48.54900(W) AD(       ) 3
 AU2995
 AU2995.Superseded values are not recommended for survey control.
 AU2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2995.See file dsdata.txt to determine how the superseded data were derived.
 AU2995
 AU2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4515325293(NAD 83)
 AU2995_MARKER: DS = TRIANGULATION STATION DISK
 AU2995_SETTING: 0 = UNSPECIFIED SETTING
 AU2995
 AU2995  HISTORY     - Date     Condition        Report By
 AU2995  HISTORY     - 1953     MONUMENTED       CGS
 AU2995
 AU2995                          STATION DESCRIPTION
 AU2995
 AU2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2995'STATION IS LOCATED NEAR THE NW CORNER OF TERREBONNE ISLAND,
 AU2995'ON THE E SIDE OF TERREBONNE BAY, AT THE S END OF A DEEP
 AU2995'CUT INTO THE W SIDE OF THE ISLAND, IN A MANGROVE BEHIND
 AU2995'A NARROW SHELL BEACH, 87 FEET SE OF THE MEAN HIGH-WATER LINE,
 AU2995'155 FEET S OF THE NE END OF THE SHELL BEACH, AND 233 FEET
 AU2995'E OF THE SW END OF THE SHELL BEACH.  IT IS A STANDARD DISK,
 AU2995'STAMPED TERREBONNE ISLAND 1953 AND SET IN THE TOP OF A CONCRETE
 AU2995'FILLED 6-INCH CONCRETE MONUMENT WHICH PROJECTS 12 INCHES.
 AU2995'MARK IS SUPPORTED BY A 2 BY 4 DRIVEN INTO THE MARSH.
 AU2995'
 AU2995'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TERREBONNE
 AU2995'ISLAND NO 1 1953, AND SET IN THE TOP OF A CONCRETE FILLED
 AU2995'6-INCH CONCRETE TILE WHICH PROJECTS 16 INCHES.  MARK IS
 AU2995'SUPPORTED BY A 2 BY 4 DRIVEN INTO THE MARSH.
 AU2995'
 AU2995'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TERREBONNE
 AU2995'ISLAND NO 2 1953, AND SET IN THE TOP OF A CONCRETE FILLED
 AU2995'6-INCH CONCRETE TILE WHICH PROJECTS 12 INCHES.  MARK IS
 AU2995'SUPPORTED BY A 2 BY 4 DRIVEN INTO THE MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2612 ***********************************************************************
 BK2612  DESIGNATION -  TERRY
 BK2612  PID         -  BK2612
 BK2612  STATE/COUNTY-  LA/AVOYELLES
 BK2612  USGS QUAD   -  COTTONPORT (1993)
 BK2612
 BK2612                         *CURRENT SURVEY CONTROL
 BK2612  ___________________________________________________________________
 BK2612* NAD 83(1992)-  30 56 07.38173(N)    092 05 41.22149(W)     ADJUSTED  
 BK2612* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 BK2612  ___________________________________________________________________
 BK2612  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK2612  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK2612
 BK2612  HORZ ORDER  -  FIRST
 BK2612
 BK2612.The horizontal coordinates were established by classical geodetic methods
 BK2612.and adjusted by the National Geodetic Survey in January 1993..
 BK2612
 BK2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2612
 BK2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2612
 BK2612.The geoid height was determined by GEOID03.
 BK2612
 BK2612;                    North         East     Units Scale Factor Converg.
 BK2612;SPC LA N     -    48,347.559 1,038,728.202   MT  1.00006048   +0 12 51.3
 BK2612;SPC LA N     -   158,620.28  3,407,894.11   sFT  1.00006048   +0 12 51.3
 BK2612;SPC LA S     -   270,202.091   927,225.527   MT  1.00005853   -0 22 50.6
 BK2612;SPC LA S     -   886,488.03  3,042,072.42   sFT  1.00005853   -0 22 50.6
 BK2612;UTM  15      - 3,422,792.068   586,477.354   MT  0.99969225   +0 27 55.3
 BK2612
 BK2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2612!SPC LA N     -   1.00000068  x   1.00006048  =   1.00006116
 BK2612!SPC LA S     -   1.00000068  x   1.00005853  =   1.00005921
 BK2612!UTM  15      -   1.00000068  x   0.99969225  =   0.99969293
 BK2612
 BK2612|---------------------------------------------------------------------|
 BK2612| PID    Reference Object                     Distance      Geod. Az  |
 BK2612|                                                           dddmmss.s |
 BK2612| CW1550 TERRY RM 1                           38.771 METERS 01917     |
 BK2612| BK2611 4509 LGS 1969                        80.112 METERS 09952     |
 BK2612| CW1549 TERRY AZ MK                                        2104707.1 |
 BK2612| CW1551 TERRY RM 2                           31.980 METERS 25517     |
 BK2612| BK2627 BUNKIE MUN TANK                     APPROX. 8.5 KM 2834453.5 |
 BK2612| BK2624 BUNKIE ITC CABLE TV MAST            APPROX. 4.9 KM 3070541.2 |
 BK2612| BK2615 EVERGREEN MUN TANK                  APPROX. 2.6 KM 3323440.1 |
 BK2612|---------------------------------------------------------------------|
 BK2612
 BK2612                          SUPERSEDED SURVEY CONTROL
 BK2612
 BK2612  NAD 83(1986)-  30 56 07.40154(N)    092 05 41.21680(W) AD(       ) 1
 BK2612  NAD 27      -  30 56 06.70607(N)    092 05 40.77358(W) AD(       ) 1
 BK2612  NGVD 29 (07/19/86)   22.8    (m)           75.     (f) VERT ANG       
 BK2612
 BK2612.Superseded values are not recommended for survey control.
 BK2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2612.See file dsdata.txt to determine how the superseded data were derived.
 BK2612
 BK2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8647722792(NAD 83)
 BK2612_MARKER: DS = TRIANGULATION STATION DISK
 BK2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2612
 BK2612  HISTORY     - Date     Condition        Report By
 BK2612  HISTORY     - 1969     MONUMENTED       CGS
 BK2612
 BK2612                          STATION DESCRIPTION
 BK2612
 BK2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BK2612'THE STATION IS LOCATED ABOUT 1-1/4 MILE SOUTH AND 1/4
 BK2612'MILE EAST OF EVERGREEN, IN THE SOUTHEAST CORNER OF SECTION
 BK2612'33, T 1 S, R 4 E, ON PROPERTY OWNED BY MR. GEORGE TERRY.
 BK2612'
 BK2612'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29
 BK2612'AND 361 IN EVERGREEN, GO SOUTHEAST ON HIGHWAY 361 FOR 1.85
 BK2612'MILE TO A GRAVELED ROAD ON THE RIGHT WHERE THE HIGHWAY
 BK2612'TURN TO THE LEFT.  TURN RIGHT AND GO WEST ON THE GRAVELED
 BK2612'ROAD FOR 0.05 TO A SIDE ROAD LEFT.  CONTINUE WEST ON THE
 BK2612'GRAVELED ROAD FOR 0.05 MILE TO A FARM YARD APPROACH AND
 BK2612'STATION ON THE RIGHT.
 BK2612'
 BK2612'THE STATION MARK IS A STANDARD DISK STAMPED TERRY 1969,
 BK2612'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2612'IS 18-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 130 FEET
 BK2612'SOUTHEAST OF A CORNER FENCE POST, 110 FEET NORTHEAST OF A
 BK2612'CORNER FENCE POST, 61 FEET NORTH OF THE CENTER OF THE GRAVELED
 BK2612'ROAD, 43 FEET SOUTH OF THE SOUTHWEST CORNER OF A METAL SHED,
 BK2612'41 FEET NORTH OF A 6-INCH PINE TREE, 23 FEET WEST OF THE EAST
 BK2612'EDGE OF A FIELD AND 16.5 FEET WEST-SOUTHWEST OF A METAL
 BK2612'WITNESS POST.  THE UNDERGROUND IS SET IN AN IRREGULAR MASS
 BK2612'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 BK2612'
 BK2612'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED TERRY NO 1
 BK2612'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2612'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 BK2612'THE GROUND.  IT IS 55 FEET EAST OF THE SOUTHWEST CORNER OF
 BK2612'A METAL BUILDING, 50.5 FEET WEST-SOUTHWEST OF A 40-INCH TREE,
 BK2612'20 FEET NORTH OF THE NORTH EDGE OF THE FIELD AND 4 FEET WEST
 BK2612'OF THE SOUTHEAST CORNER OF THE METAL BUILDING.
 BK2612'
 BK2612'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED TERRY NO 2
 BK2612'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2612'MONUMENT THAT PROJECTS 1 INCH ABOVE THE SURFACE OF
 BK2612'THE GROUND.  IT IS 46.5 FEET SOUTH OF THE CORNER FENCE POST,
 BK2612'35 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 18 FEET
 BK2612'NORTH OF THE CORNER FENCE POST AND 1.5 FEET EAST OF A FENCE.
 BK2612'
 BK2612'4509 LGS IS A LOUISIANA GEODETIC SURVEY DISK STAMPED 4509,
 BK2612'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 BK2612'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 50.5 FEET
 BK2612'SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 32 FEET NORTH OF
 BK2612'THE CENTER OF A T-ROAD INTERSECTION AND 1 FOOT NORTH OF A
 BK2612'METAL WITNESS POST.
 BK2612'
 BK2612'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TERRY 1969, SET
 BK2612'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2612'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 34
 BK2612'FEET EAST OF A CORNER FENCE POST, 2 FEET WEST OF A METAL
 BK2612'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 BK2612'
 BK2612'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 BK2612'GRAVELED ROAD FOR 0.2 MILE TO A FARM ROAD ON THE LEFT.  TURN
 BK2612'LEFT AND GO SOUTH PASSING TO THE WEST OF FARM BUILDINGS FOR
 BK2612'0.1 MILE TO A LANE ON THE RIGHT.  TURN LEFT AND GO EAST AND
 BK2612'SOUTH AND EAST ALONG FENCE FOR 0.15 MILE TO THE AZIMUTH MARK
 BK2612'ON THE LEFT.
 BK2612'
 BK2612'NOTE--RM 1 TO 4509 LGS IS 272.66 FEET OR
 BK2612'(83.107) METERS.  BUILDINGS AND TREES IN LINE TO GET OTHER
 BK2612'MARK TO MARK MEASUREMENTS.
 BK2612'
 BK2612'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3323 ***********************************************************************
 AU3323  DESIGNATION -  TERRY
 AU3323  PID         -  AU3323
 AU3323  STATE/COUNTY-  LA/JEFFERSON
 AU3323  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3323
 AU3323                         *CURRENT SURVEY CONTROL
 AU3323  ___________________________________________________________________
 AU3323* NAD 83(1992)-  29 55 28.60509(N)    090 02 17.35121(W)     ADJUSTED  
 AU3323* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU3323  **This station is located in a subsidence area (see below).
 AU3323  ___________________________________________________________________
 AU3323  X           -      -3,684.016 (meters)                     COMP
 AU3323  Y           -  -5,532,406.050 (meters)                     COMP
 AU3323  Z           -   3,163,120.505 (meters)                     COMP
 AU3323  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AU3323  ELLIP HEIGHT-         -26.56  (meters)          (09/30/02) GPS OBS
 AU3323  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU3323  DYNAMIC HT  -          -0.5   (meters)      -2.    (feet)  COMP
 AU3323  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 AU3323
 AU3323  HORZ ORDER  -  FIRST
 AU3323  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3323  ELLP ORDER  -  FOURTH    CLASS II
 AU3323
 AU3323.The horizontal coordinates were established by GPS observations
 AU3323.and adjusted by the National Geodetic Survey in January 1993..
 AU3323
 AU3323 ** The orthometric height has not been validated since last determined
 AU3323 ** by differential leveling and should not be used for control purposes.
 AU3323 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3323 ** area with valid NAVD 88 orthometric heights.
 AU3323 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3323 ** epoch indicated which incorporates improved geoid heights for the
 AU3323 ** Southern Louisiana Subsidence area.
 AU3323 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3323.The orthometric height was scaled from a topographic map.
 AU3323.The vertical order pertains to the first NAVD 88 superseded value.
 AU3323
 AU3323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3323
 AU3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3323
 AU3323.The ellipsoidal height was determined by GPS observations
 AU3323.and is referenced to NAD 83.
 AU3323
 AU3323.The geoid height was determined by GEOID03.
 AU3323
 AU3323.The dynamic height is computed by dividing the NAVD 88
 AU3323.geopotential number by the normal gravity value computed on the
 AU3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3323.degrees latitude (g = 980.6199 gals.).
 AU3323
 AU3323.The modeled gravity was interpolated from observed gravity values.
 AU3323
 AU3323;                    North         East     Units Scale Factor Converg.
 AU3323;SPC LA S     -   158,616.910 1,125,049.629   MT  0.99992662   +0 38 51.4
 AU3323;SPC LA S     -   520,395.65  3,691,100.32   sFT  0.99992662   +0 38 51.4
 AU3323;UTM  15      - 3,314,120.898   785,943.372   MT  1.00060892   +1 28 42.8
 AU3323;UTM  16      - 3,314,313.588   206,686.404   MT  1.00066161   -1 31 00.1
 AU3323
 AU3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3323!SPC LA S     -   1.00000417  x   0.99992662  =   0.99993079
 AU3323!UTM  15      -   1.00000417  x   1.00060892  =   1.00061309
 AU3323!UTM  16      -   1.00000417  x   1.00066161  =   1.00066578
 AU3323
 AU3323                          SUPERSEDED SURVEY CONTROL
 AU3323
 AU3323  NAD 83(1986)-  29 55 28.62212(N)    090 02 17.35068(W) AD(       ) 1
 AU3323  NAD 27      -  29 55 27.88433(N)    090 02 17.09693(W) AD(       ) 1
 AU3323  NAVD 88 (02/14/94)   -0.464  (m)           -1.52   (f) UNKNOWN     1 2
 AU3323  NGVD 29 (05/21/91)   -0.405  (m)           -1.33   (f) ADJUSTED    1 2
 AU3323
 AU3323.Superseded values are not recommended for survey control.
 AU3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3323.See file dsdata.txt to determine how the superseded data were derived.
 AU3323
 AU3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8594314121(NAD 83)
 AU3323_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3323_SP_SET: CONCRETE POST
 AU3323_STAMPING: TERRY JPW 1987
 AU3323_MARK LOGO: NGS   
 AU3323_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3323+STABILITY: SURFACE MOTION
 AU3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3323+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1994
 AU3323
 AU3323  HISTORY     - Date     Condition        Report By
 AU3323  HISTORY     - 1987     MONUMENTED       LADTD
 AU3323  HISTORY     - 1987     GOOD             LADTD
 AU3323  HISTORY     - 19880920 GOOD             LADTD
 AU3323  HISTORY     - 19890124 GOOD
 AU3323  HISTORY     - 19910110 GOOD             NGS
 AU3323  HISTORY     - 19941201 GOOD             NGS
 AU3323  HISTORY     - 19990223 GOOD             LADTD
 AU3323  HISTORY     - 20060428 MARK NOT FOUND   NGS
 AU3323
 AU3323                          STATION DESCRIPTION
 AU3323
 AU3323'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3323'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 AU3323'SOUTH OF THE SOUTH END OF THE GREATER NEW ORLEANS BRIDGE OVER THE
 AU3323'MISSISSIPPI RIVER,
 AU3323'2.4 KM (1.5 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 90
 AU3323'BUSINESS AND STATE HIGHWAY 23 IN GRETNA, AT THE NORTH EDGE OF
 AU3323'TERRYTOWN.
 AU3323'OWNERSHIP--JEFFERSON PARISH PRESIDENTS OFFICE, C/O ROSS W KETCHUM,
 AU3323'DIRECTOR, 3300 NORTH CAUSEWAY BOULEVARD, METARIE, LA. PHONE
 AU3323'504-834-7810.
 AU3323'
 AU3323'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 90 BUSINESS
 AU3323'AND STATE HIGHWAY 23, GO NORTHWEST FOR 2.49 KM (1.55 MI) ON HIGHWAY
 AU3323'90 BUSINESS TO TERRY PARKWAY ON THE RIGHT.
 AU3323'TURN RIGHT AND GO SOUTHEAST FOR 0.18 KM (0.1 MI) ON TERRY PARKWAY
 AU3323'TO THE FIRST CROSSOVER AND THE STATION ON THE SOUTH SIDE OF THE
 AU3323'CROSSOVER.
 AU3323'
 AU3323'THE STATION IS A STANDARD NGS DISK
 AU3323'STAMPED---TERRY JPW 1987---,
 AU3323'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3323'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 AU3323'5.1 METERS (16.7 FT) NORTHEAST FROM THE CURB OF THE SOUTHBOUND
 AU3323'LANES,
 AU3323'3.7 METERS (12.1 FT) SOUTHWEST FROM THE CURB OF THE NORTHBOUND
 AU3323'LANES,
 AU3323'3.4 METERS (11.2 FT) SOUTHWEST FROM THE NORTHWEST END OF THE MEDIAN,
 AU3323'3.2 METERS (10.5 FT) NORTHWEST FROM A SIGN WITH NO LETTERING, AND
 AU3323'0.6 METERS (2 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 AU3323'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3323'STAMPED---TERRY JPW 1987---,
 AU3323'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AU3323
 AU3323                          STATION RECOVERY (1987)
 AU3323
 AU3323'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AU3323'RECOVERED IN GOOD CONDITION.
 AU3323
 AU3323                          STATION RECOVERY (1988)
 AU3323
 AU3323'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3323'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) SOUTH OF THE SOUTH END
 AU3323'OF THE GREATER NEW ORLEANS BRIDGE OVER THE MISSISSIPPI RIVER 2.4 KM
 AU3323'(1.50 MI) NORTHEAST OF THE JUNCTION OF U S HIGHWAY 90 BUSINESS AND
 AU3323'STATE HIGHWAY 23 IN GRETNA AT THE NORTH EDGE OF TERRYTOWN.
 AU3323'OWNERSHIP--JEFFERSON PARISH, C/O ROSS W KETCHUM, DIRECTOR, 3300 NORTH
 AU3323'CAUSEWAY BOULEVARD, METARIE, LA.  PHONE 504-834-7810.
 AU3323'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90 BUSINESS AND
 AU3323'STATE HIGHWAY 23 GO NORTHWEST FOR 2.49 KM (1.55 MI) ON HIGHWAY 90
 AU3323'BUSINESS TO TERRY PARKWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST
 AU3323'FOR 0.18 KM (0.10 MI) ON TERRY PARKWAY TO THE FIRST CROSSOVER AND THE
 AU3323'STATION ON THE SOUTH SIDE OF THE CROSSOVER.
 AU3323'THE STATION IS RECESSED 1 CM AND IS 5.1 M (16.7 FT) NORTHEAST FROM THE
 AU3323'CURB OF THE SOUTHBOUND LANES, 3.7 M (12.1 FT) SOUTHWEST FROM THE CURB
 AU3323'OF THE NORTHBOUND LANES, 3.4 M (11.2 FT) SOUTHWEST FROM THE NORTHWEST
 AU3323'END OF THE MEDIAN, 3.2 M (10.5 FT) NORTHWEST FROM A SIGN WITH NO
 AU3323'LETTERING AND 0.6 M (2.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 AU3323
 AU3323                          STATION RECOVERY (1989)
 AU3323
 AU3323'RECOVERED 1989
 AU3323'RECOVERED IN GOOD CONDITION.
 AU3323
 AU3323                          STATION RECOVERY (1991)
 AU3323
 AU3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AU3323'0.4 KM (0.2 MI) SOUTHWESTERLY ALONG TERRY PARKWAY FROM THE
 AU3323'INTERSECTION OF THE U.S. HIGHWAY 90 IN TERRYTOWN, 78.5 M (257.5 FT)
 AU3323'NORTHWEST OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL FOR THE
 AU3323'NORTHWEST-BOUND ON-RAMP, 3.9 M (12.8 FT) SOUTHWEST OF THE SOUTHWEST
 AU3323'CURB OF THE NORTHWEST-BOUND LANES OF THE PARKWAY, 3.4 M (11.2 FT)
 AU3323'SOUTHEAST OF THE SOUTHEAST CURB OF A CROSSOVER, 0.6 M (2.0 FT)
 AU3323'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AU3323'GROUND SURFACE.  NOTE--THE ORIGINAL DESCRIPTION LISTS THE DISK TYPE
 AU3323'AS AN AZIMUTH MARK, BUT IS AS ABOVE.
 AU3323
 AU3323                          STATION RECOVERY (1994)
 AU3323
 AU3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3323'IN TERRYTOWN, AT THE INTERSECTION OF U.S. HIGHWAY 90 BUSINESS AND
 AU3323'TERRY PARKWAY, 222.0 M (728.3 FT) SOUTHEAST OF THE CENTER OF THE
 AU3323'HIGHWAY OVERPASS OF THE PARKWAY, 78.5 M (257.5 FT) NORTHWEST OF THE
 AU3323'SOUTHEAST END OF A CONCRETE ON RAMP GUARDRAIL, 69.1 M (226.7 FT)
 AU3323'SOUTHEAST OF THE CENTER OF A CROSSOVER, 19.6 M (64.3 FT) SOUTHEAST OF
 AU3323'A UTILITY LIGHT POLE, 7.7 M (25.3 FT) SOUTHWEST OF THE CENTERLINE OF
 AU3323'THE NORTHWEST BOUND LANES OF THE PARKWAY, 5.3 M (17.4 FT) NORTHEAST OF
 AU3323'THE NORTHEAST CURB OF THE SOUTHEAST BOUND LANES OF THE PARKWAY, 0.3 M
 AU3323'(1.0 FT) ABOVE THE LEVEL OF THE PARKWAY, AND THE MONUMENT IS FLUSH
 AU3323'WITH THE GROUND SURFACE.
 AU3323
 AU3323                          STATION RECOVERY (1999)
 AU3323
 AU3323'RECOVERY NOTE BY LA TRANSP AND DEV 1999 (SLC)
 AU3323'RECOVERED AS DESCRIBED.  DUE TO ROAD CONSTRUCTION IN THIS AREA THIS
 AU3323'MARK WILL BE DESTROYED IN THE NEAR FUTURE.  AT THIS TIME A NEW MARK
 AU3323'WAS SET AND STAMPED TERRY 2 1999.
 AU3323
 AU3323                          STATION RECOVERY (2006)
 AU3323
 AU3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AU3323'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2973 ***********************************************************************
 AU2973  DESIGNATION -  TETE
 AU2973  PID         -  AU2973
 AU2973  STATE/COUNTY-  LA/LAFOURCHE
 AU2973  USGS QUAD   -  PELICAN PASS (1994)
 AU2973
 AU2973                         *CURRENT SURVEY CONTROL
 AU2973  ___________________________________________________________________
 AU2973* NAD 83(1992)-  29 07 59.78771(N)    090 20 45.23303(W)     ADJUSTED  
 AU2973* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2973  **This station is located in a subsidence area (see below).
 AU2973  ___________________________________________________________________
 AU2973  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AU2973  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AU2973
 AU2973  HORZ ORDER  -  THIRD
 AU2973
 AU2973.The horizontal coordinates were established by classical geodetic methods
 AU2973.and adjusted by the National Geodetic Survey in January 1993..
 AU2973
 AU2973 ** The orthometric height has not been validated since last determined
 AU2973 ** by differential leveling and should not be used for control purposes.
 AU2973 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2973 ** area with valid NAVD 88 orthometric heights.
 AU2973 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2973 ** epoch indicated which incorporates improved geoid heights for the
 AU2973 ** Southern Louisiana Subsidence area.
 AU2973 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2973.The orthometric height was scaled from a topographic map.
 AU2973
 AU2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2973
 AU2973.The geoid height was determined by GEOID03.
 AU2973
 AU2973;                    North         East     Units Scale Factor Converg.
 AU2973;SPC LA S     -    70,611.569 1,096,093.539   MT  1.00003947   +0 29 37.4
 AU2973;SPC LA S     -   231,664.79  3,596,100.22   sFT  1.00003947   +0 29 37.4
 AU2973;UTM  15      - 3,225,664.497   758,225.971   MT  1.00042291   +1 17 34.2
 AU2973
 AU2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2973!SPC LA S     -   1.00000361  x   1.00003947  =   1.00004308
 AU2973!UTM  15      -   1.00000361  x   1.00042291  =   1.00042652
 AU2973
 AU2973:                Primary Azimuth Mark                     Grid Az
 AU2973:SPC LA S     -  CALUMET                                  168 53 45.2
 AU2973:UTM  15      -  CALUMET                                  168 05 48.4
 AU2973
 AU2973|---------------------------------------------------------------------|
 AU2973| PID    Reference Object                     Distance      Geod. Az  |
 AU2973|                                                           dddmmss.s |
 AU2973| AU2983 CALUMET                             APPROX. 3.1 KM 1692322.6 |
 AU2973| DD8154 TETE RM 1                            21.470 METERS 18603     |
 AU2973| DD8155 TETE RM 2                            13.349 METERS 25425     |
 AU2973|---------------------------------------------------------------------|
 AU2973
 AU2973                          SUPERSEDED SURVEY CONTROL
 AU2973
 AU2973  NAD 83(1986)-  29 07 59.80467(N)    090 20 45.24481(W) AD(       ) 3
 AU2973  NAD 27      -  29 07 58.98500(N)    090 20 44.94400(W) AD(       ) 3
 AU2973
 AU2973.Superseded values are not recommended for survey control.
 AU2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2973.See file dsdata.txt to determine how the superseded data were derived.
 AU2973
 AU2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5822625664(NAD 83)
 AU2973_MARKER: DS = TRIANGULATION STATION DISK
 AU2973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2973_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2973
 AU2973  HISTORY     - Date     Condition        Report By
 AU2973  HISTORY     - 1934     MONUMENTED       CGS
 AU2973  HISTORY     - 1948     MARK NOT FOUND   BAKER
 AU2973  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2973
 AU2973                          STATION DESCRIPTION
 AU2973
 AU2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2973'STATION IS ABOUT 5 MILES N OF TIMBALIER LIGHT, ON THE N PART
 AU2973'OF THE E END OF CASSE TETE ISLAND, ON A POINT OF LAND ON
 AU2973'THE S SIDE OF A LARGE BAY THAT EXTENDS WESTWARD INTO THE
 AU2973'N PART OF THE ISLAND.
 AU2973'
 AU2973'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2973'SET IN CONCRETE IN THE TOP OF TILES.
 AU2973'
 AU2973'REFERENCE MARK NO. 1 IS 21.470 METERS (70.44 FEET) FROM THE
 AU2973'STATION S 6 DEG 03 MIN W.
 AU2973'
 AU2973'REFERENCE MARK NO. 2 IS 13.349 METERS (43.80 FEET) FROM
 AU2973'THE STATION S 74 DEG 25 MIN W.
 AU2973
 AU2973                          STATION RECOVERY (1948)
 AU2973
 AU2973'RECOVERY NOTE BY M BAKER JR INCORPORATED 1948 (GLB)
 AU2973'STATION AND REFERENCE MARK 1 HAVE BEEN DESTROYED BY EROSION.
 AU2973'REFERENCE MARK 2 WAS FOUND AS DESCRIBED.
 AU2973
 AU2973                          STATION RECOVERY (1952)
 AU2973
 AU2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2973'STATION DESTROYED.  REFERENCE MARK 1 WAS RECOVERED IN GOOD
 AU2973'CONDITION.  REFERENCE MARK 2 WAS FOUND 10 FT. OFFSHORE OF
 AU2973'THE POINT, BUT THE MONUMENT LEADING WITH THE DISK IS GONE.
 AU2973'THE STATION WAS LOCATED SO THAT ITS POSITION IS NOW ABOUT
 AU2973'80 FT. OFFSHORE.
 AU2973'
 AU2973'REFERENCE MARK 1 IS LOCATED ON THE SHORELINE ON THE E SIDE
 AU2973'OF THE ISLAND, AND 80 FT. FROM THE POINT.  IT IS A STANDARD
 AU2973'DISK, STAMPED TETE NO 1 1934 AND SET IN THE TOP OF A
 AU2973'CONCRETE-FILLED CLAY TILE PROJECTING 10 IN. ABOVE THE GROUND.
 AU2973'
 AU2973'THE STATION IS IN LAFOURCHE PARISH NOT TERREBONNE PARISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3056 ***********************************************************************
 AU3056  DESIGNATION -  TEX
 AU3056  PID         -  AU3056
 AU3056  STATE/COUNTY-  LA/TERREBONNE
 AU3056  USGS QUAD   -  EASTERN ISLES DERNIERES (1994)
 AU3056
 AU3056                         *CURRENT SURVEY CONTROL
 AU3056  ___________________________________________________________________
 AU3056* NAD 83(1992)-  29 03 48.50304(N)    090 39 54.02618(W)     ADJUSTED  
 AU3056* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3056  ___________________________________________________________________
 AU3056  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AU3056  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AU3056
 AU3056  HORZ ORDER  -  SECOND
 AU3056
 AU3056.The horizontal coordinates were established by classical geodetic methods
 AU3056.and adjusted by the National Geodetic Survey in January 1993..
 AU3056
 AU3056.The orthometric height was scaled from a topographic map.
 AU3056
 AU3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3056
 AU3056.The geoid height was determined by GEOID03.
 AU3056
 AU3056;                    North         East     Units Scale Factor Converg.
 AU3056;SPC LA S     -    62,650.366 1,065,084.575   MT  1.00005848   +0 20 03.0
 AU3056;SPC LA S     -   205,545.41  3,494,364.98   sFT  1.00005848   +0 20 03.0
 AU3056;UTM  15      - 3,217,268.878   727,322.522   MT  1.00023772   +1 08 05.2
 AU3056
 AU3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3056!SPC LA S     -   1.00000378  x   1.00005848  =   1.00006226
 AU3056!UTM  15      -   1.00000378  x   1.00023772  =   1.00024150
 AU3056
 AU3056:                Primary Azimuth Mark                     Grid Az
 AU3056:SPC LA S     -  THE TEX CO LAKE PELTO FLD MST            010 09 01.5
 AU3056:UTM  15      -  THE TEX CO LAKE PELTO FLD MST            009 20 59.3
 AU3056
 AU3056|---------------------------------------------------------------------|
 AU3056| PID    Reference Object                     Distance      Geod. Az  |
 AU3056|                                                           dddmmss.s |
 AU3056| AU3059 THE TEX CO LAKE PELTO FLD MST       APPROX. 3.5 KM 0102904.5 |
 AU3056| DD8156 TEX RM 1                             19.505 METERS 07200     |
 AU3056| DD8157 TEX RM 2                             18.625 METERS 20629     |
 AU3056|---------------------------------------------------------------------|
 AU3056
 AU3056                          SUPERSEDED SURVEY CONTROL
 AU3056
 AU3056  NAD 83(1986)-  29 03 48.52331(N)    090 39 54.03657(W) AD(       ) 2
 AU3056  NAD 27      -  29 03 47.70600(N)    090 39 53.71200(W) AD(       ) 2
 AU3056
 AU3056.Superseded values are not recommended for survey control.
 AU3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3056.See file dsdata.txt to determine how the superseded data were derived.
 AU3056
 AU3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2732317269(NAD 83)
 AU3056_MARKER: DS = TRIANGULATION STATION DISK
 AU3056_SETTING: 0 = UNSPECIFIED SETTING
 AU3056
 AU3056  HISTORY     - Date     Condition        Report By
 AU3056  HISTORY     - 1955     MONUMENTED       CGS
 AU3056  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AU3056  HISTORY     - 1979     SEE DESCRIPTION  NGS
 AU3056
 AU3056                          STATION DESCRIPTION
 AU3056
 AU3056'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU3056'THE STATION IS LOCATED ON ISLES DERNIERES, NEAR THE SOUTH SHORE
 AU3056'OF LAKE PELTO.  IT IS 1.75 MILES WEST OF THE EAST END OF ISLES
 AU3056'DERNIERES AT WINE ISLAND PASS, 0.25 MILE NORTH OF THE GULF OF
 AU3056'MEXICO AND ON MARSH LAND THAT HAS BEEN FILLED IN ABOUT 2 FEET
 AU3056'HIGHER THAN THE SURROUNDING AREA BY DIRT THAT WAS DREDGED FROM
 AU3056'CHANNEL BY THE TEXAS OIL COMPANY FOR DRILLING ACTIVITIES.
 AU3056'
 AU3056'THE STATION MARK, STAMPED TEX 1955, IS 109 FEET EAST OF TWO
 AU3056'PILING AND 68 FEET SOUTHEAST OF THE WEST EDGE OF CHANNEL.
 AU3056'IT IS A STANDARD DISK SET IN THE TOP OF ORANGEBURG SEWER PIPE
 AU3056'4 INCHES IN DIAMETER AND PROJECTS 2.5 FEET.
 AU3056'
 AU3056'THE STATION WAS REACHED BY BOAT FROM BAYOU DELARGE CANNERY.
 AU3056'
 AU3056'REFERENCE MARK NO. 1, STAMPED TEX NO 1 1955, IS 80 FEET EAST
 AU3056'OF THE WEST EDGE OF CHANNEL.  IT IS A STANDARD DISK SET IN THE
 AU3056'TOP OF ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND PROJECTS
 AU3056'3 FEET.
 AU3056'
 AU3056'REFERENCE MARK NO. 2, STAMPED TEX NO 2 1955, IS 35 FEET EAST
 AU3056'OF TWO PILING.  IT IS A STANDARD DISK SET IN THE TOP OF ORANGEBURG
 AU3056'SEWER PIPE 4 INCHES IN DIAMETER AND PROJECTS 2.5 FEET.
 AU3056'
 AU3056'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AU3056
 AU3056                          STATION RECOVERY (1965)
 AU3056
 AU3056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3056'THE STATION MARK WAS FOUND BROKEN AND LAYING ON THE GROUND.
 AU3056'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AU3056
 AU3056                          STATION RECOVERY (1979)
 AU3056
 AU3056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU3056'WHAT APPEARED TO BE THE STATION MARK WAS FOUND BY INSERTING THE
 AU3056'COORDINATES FOR TEX 1955 INTO THE INERTIAL SURVEY SYSTEM.  A
 AU3056'MARK WAS SPOTTED FROM THE AIR BUT DUE TO THE LACK OF TIME, A
 AU3056'POSITIVE RECOVERY WAS NOT MADE.  ACCORDING TO THE 1955
 AU3056'DESCRIPTION, THE STATION AND REFERENCE MARKS WERE SET
 AU3056'IN CONCRETE IN ORANGEBURG PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2826 ***********************************************************************
 AU2826  DESIGNATION -  TEXACO
 AU2826  PID         -  AU2826
 AU2826  STATE/COUNTY-  LA/JEFFERSON
 AU2826  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2826
 AU2826                         *CURRENT SURVEY CONTROL
 AU2826  ___________________________________________________________________
 AU2826* NAD 83(1992)-  29 35 00.01184(N)    090 03 47.29625(W)     ADJUSTED  
 AU2826* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AU2826  **This station is located in a subsidence area (see below).
 AU2826  ___________________________________________________________________
 AU2826  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AU2826  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AU2826
 AU2826  HORZ ORDER  -  SECOND
 AU2826
 AU2826.The horizontal coordinates were established by classical geodetic methods
 AU2826.and adjusted by the National Geodetic Survey in January 1993..
 AU2826
 AU2826 ** The orthometric height has not been validated since last determined
 AU2826 ** by differential leveling and should not be used for control purposes.
 AU2826 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2826 ** area with valid NAVD 88 orthometric heights.
 AU2826 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2826 ** epoch indicated which incorporates improved geoid heights for the
 AU2826 ** Southern Louisiana Subsidence area.
 AU2826 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2826
 AU2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2826
 AU2826.The geoid height was determined by GEOID03.
 AU2826
 AU2826;                    North         East     Units Scale Factor Converg.
 AU2826;SPC LA S     -   120,764.779 1,123,056.755   MT  0.99995212   +0 38 06.4
 AU2826;SPC LA S     -   396,209.11  3,684,562.04   sFT  0.99995212   +0 38 06.4
 AU2826;UTM  15      - 3,276,218.758   784,493.650   MT  1.00059878   +1 27 03.1
 AU2826;UTM  16      - 3,276,535.403   203,268.140   MT  1.00068658   -1 30 48.0
 AU2826
 AU2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2826!SPC LA S     -   1.00000361  x   0.99995212  =   0.99995573
 AU2826!UTM  15      -   1.00000361  x   1.00059878  =   1.00060239
 AU2826!UTM  16      -   1.00000361  x   1.00068658  =   1.00069019
 AU2826
 AU2826:                Primary Azimuth Mark                     Grid Az
 AU2826:SPC LA S     -  TEXACO AZ MK                             077 54 56.3
 AU2826:UTM  15      -  TEXACO AZ MK                             077 05 59.6
 AU2826:UTM  16      -  TEXACO AZ MK                             080 03 50.7
 AU2826
 AU2826|---------------------------------------------------------------------|
 AU2826| PID    Reference Object                     Distance      Geod. Az  |
 AU2826|                                                           dddmmss.s |
 AU2826| DD8160 TEXACO AZ MK                                       0783302.7 |
 AU2826| AU2827 TOWER USE 1966                       48.061 METERS 09818     |
 AU2826| DD8161 TEXACO RM 1                          16.571 METERS 15616     |
 AU2826| DD8162 TEXACO RM 2                          22.440 METERS 26234     |
 AU2826|---------------------------------------------------------------------|
 AU2826
 AU2826                          SUPERSEDED SURVEY CONTROL
 AU2826
 AU2826  NAD 83(1986)-  29 35 00.02629(N)    090 03 47.30100(W) AD(       ) 2
 AU2826  NAD 27      -  29 34 59.25411(N)    090 03 47.03629(W) AD(       ) 2
 AU2826  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 AU2826
 AU2826.Superseded values are not recommended for survey control.
 AU2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2826.See file dsdata.txt to determine how the superseded data were derived.
 AU2826
 AU2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8449476219(NAD 83)
 AU2826_MARKER: DS = TRIANGULATION STATION DISK
 AU2826_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU2826+WITH SETTING: INFORMATION.
 AU2826_SP_SET: PREFABRICATED CONCRETE POST
 AU2826
 AU2826  HISTORY     - Date     Condition        Report By
 AU2826  HISTORY     - 1966     MONUMENTED       CGS
 AU2826
 AU2826                          STATION DESCRIPTION
 AU2826
 AU2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU2826'STATION IS ABOUT 11 MILES WEST OF HERMITAGE, 8-1/2 MILES
 AU2826'SOUTHWEST OF MYRTLE GROVE, 8 MILES SOUTH OF LAFITTE, 0.1 MILE
 AU2826'WEST OF THE BARATARIA WATERWAY AND AT THE TEXACO LAFITTE
 AU2826'FIELD OIL COMPANY CAMP.
 AU2826'
 AU2826'STATION MARK, A STANDARD DISK STAMPED TEXACO 1966, IS CRIMPED
 AU2826'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.
 AU2826'IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2
 AU2826'FEET.  IT IS 74 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF PLANE
 AU2826'RAMP, 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF DINING
 AU2826'HALL AND 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF LIVING
 AU2826'QUARTERS.
 AU2826'
 AU2826'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TEXACO NO 1
 AU2826'1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND
 AU2826'ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG
 AU2826'PIPE WHICH PROJECTS 2.2 FEET.  IT IS 76 FEET SOUTHEAST OF THE
 AU2826'NORTHEAST CORNER OF LIVING QUARTERS AND 44 FEET WEST-SOUTHWEST
 AU2826'OF THE NORTHWEST CORNER OF THE DINING HALL.
 AU2826'
 AU2826'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TEXACO NO
 AU2826'2 1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND
 AU2826'ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG
 AU2826'PIPE WHICH PROJECTS 1.9 FEET.  IT IS 1.5 FEET NORTH OF THE
 AU2826'NORTHWEST CORNER OF THE LIVING QUARTERS.
 AU2826'
 AU2826'AZIMUTH MARK, A STANDARD DISK STAMPED TEXACO 1966.  IT IS
 AU2826'LOCATED ABOUT 0.75 MILE EAST OF THE STATION NEAR A 25 FOOT
 AU2826'WOODEN TOWER.  IT IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 AU2826'WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED IN A 2 INCH
 AU2826'IRON PIPE WHICH PROJECTS 1.2 FEET.  IT IS 51 FEET WEST OF
 AU2826'THE NORTHWEST CORNER OF A 25 FOOT WOODEN TOWER, 50 FEET WEST
 AU2826'OF THE WATERS EDGE AND 1.3 FEET NORTHWEST OF A METAL WITNESS
 AU2826'POST.
 AU2826'
 AU2826'TOWER (USE), A U.S. CORPS OF ENGINEERS SURVEY DISK STAMPED
 AU2826'TOWER, IS SET IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE
 AU2826'MONUMENT WHICH PROJECTS 12 INCHES.  IT IS 22 FEET SOUTH OF
 AU2826'A TELEPHONE POLE AND 16.5 FEET EAST OF A WOODEN WALK.
 AU2826'
 AU2826'NOTE--THE STATION CAN BE REACHED BY BOAT OR AIRCRAFT.
 AU2826'
 AU2826'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3947 ***********************************************************************
 BJ3947  DESIGNATION -  TEXACO
 BJ3947  PID         -  BJ3947
 BJ3947  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3947  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ3947
 BJ3947                         *CURRENT SURVEY CONTROL
 BJ3947  ___________________________________________________________________
 BJ3947* NAD 83(1986)-  30 22 52.     (N)    091 00 27.     (W)     SCALED    
 BJ3947* NAVD 88     -         8.839  (meters)      29.00   (feet)  ADJUSTED  
 BJ3947  ___________________________________________________________________
 BJ3947  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ3947  DYNAMIC HT  -           8.828 (meters)      28.96  (feet)  COMP
 BJ3947  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 BJ3947
 BJ3947  VERT ORDER  -  SECOND    CLASS II
 BJ3947
 BJ3947.The horizontal coordinates were scaled from a topographic map and have
 BJ3947.an estimated accuracy of +/- 6 seconds.
 BJ3947
 BJ3947.The orthometric height was determined by differential leveling
 BJ3947.and adjusted by the National Geodetic Survey in February 1994..
 BJ3947
 BJ3947.The geoid height was determined by GEOID03.
 BJ3947
 BJ3947.The dynamic height is computed by dividing the NAVD 88
 BJ3947.geopotential number by the normal gravity value computed on the
 BJ3947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3947.degrees latitude (g = 980.6199 gals.).
 BJ3947
 BJ3947.The modeled gravity was interpolated from observed gravity values.
 BJ3947
 BJ3947;                    North         East    Units  Estimated Accuracy
 BJ3947;SPC LA S     -   208,560.    1,031,320.      MT  (+/- 180 meters Scaled)
 BJ3947
 BJ3947                          SUPERSEDED SURVEY CONTROL
 BJ3947
 BJ3947.No superseded survey control is available for this station.
 BJ3947
 BJ3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP914627(NAD 83)
 BJ3947_MARKER: B = BOLT
 BJ3947_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ3947_SP_SET: FOOTING
 BJ3947_MARK LOGO: LA-033
 BJ3947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3947+STABILITY: SURFACE MOTION
 BJ3947
 BJ3947  HISTORY     - Date     Condition        Report By
 BJ3947  HISTORY     - 1987     MONUMENTED       LA-033
 BJ3947
 BJ3947                          STATION DESCRIPTION
 BJ3947
 BJ3947'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3947'IN BATON ROUGE.
 BJ3947'LOCATED SOUTHEAST OF THE CITY OF BATON ROUGE AT THE JUNCTION OF
 BJ3947'ANTIOCH AND TIGER BEND ROAD TO THE MARK IN THE SOUTHWEST QUADRANT OF
 BJ3947'THE JUNCTION.  MARK IS A NUT AND BOLT IN THE NORTHWEST CORNER OF THE
 BJ3947'NORTH LEG OF A TEXACO GAS SIGN AT A CRACKER BARREL CONVIENENCE STORE.
 BJ3947'IT IS ABOUT 41.1 METERS (135 FEET) EAST OF BENCH MARK 216-73 EBRPAR
 BJ3947'AND NORTHEAST OF THE NORTHEAST CORNER OF THE STORE.
 BJ3947'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2474 ***********************************************************************
 AU2474  DESIGNATION -  TEXACO DOCK 1960
 AU2474  PID         -  AU2474
 AU2474  STATE/COUNTY-  LA/ST MARY
 AU2474  USGS QUAD   -  
 AU2474
 AU2474                         *CURRENT SURVEY CONTROL
 AU2474  ___________________________________________________________________
 AU2474* NAD 83(1992)-  29 26 54.00073(N)    091 36 23.76240(W)     ADJUSTED  
 AU2474* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AU2474  ___________________________________________________________________
 AU2474  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AU2474  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AU2474
 AU2474  HORZ ORDER  -  SECOND
 AU2474
 AU2474.The horizontal coordinates were established by classical geodetic methods
 AU2474.and adjusted by the National Geodetic Survey in January 1993..
 AU2474
 AU2474.The orthometric height was scaled from a topographic map.
 AU2474
 AU2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2474
 AU2474.The geoid height was determined by GEOID03.
 AU2474
 AU2474;                    North         East     Units Scale Factor Converg.
 AU2474;SPC LA S     -   105,150.601   973,489.612   MT  0.99997192   -0 08 11.9
 AU2474;SPC LA S     -   344,981.60  3,193,857.17   sFT  0.99997192   -0 08 11.9
 AU2474;UTM  15      - 3,258,466.750   635,134.145   MT  0.99982533   +0 41 06.6
 AU2474
 AU2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2474!SPC LA S     -   1.00000363  x   0.99997192  =   0.99997555
 AU2474!UTM  15      -   1.00000363  x   0.99982533  =   0.99982896
 AU2474
 AU2474:                Primary Azimuth Mark                     Grid Az
 AU2474:SPC LA S     -  RABBIT ISLAND LIGHT                      016 27 09.9
 AU2474:UTM  15      -  RABBIT ISLAND LIGHT                      015 37 51.4
 AU2474
 AU2474|---------------------------------------------------------------------|
 AU2474| PID    Reference Object                     Distance      Geod. Az  |
 AU2474|                                                           dddmmss.s |
 AU2474| AU2556 RABBIT ISLAND LIGHT                 APPROX. 6.5 KM 0161858.0 |
 AU2474| AU2480 UNITED GAS PIPELINE CO LIGHT F      APPROX. 8.5 KM 0715158.1 |
 AU2474| AU2479 UNITED GAS PIPELINE CO LIGHT E      APPROX. 7.8 KM 0932535.2 |
 AU2474| AU2485 ATCHAFALAYA BAY LIGHT 7             APPROX. 2.3 KM 1113257.6 |
 AU2474| AU2486 UNITED GAS PIPELINE CO LIGHT D      APPROX. 8.4 KM 1151231.7 |
 AU2474| AU2491 TEXACO WELL 10 1960                 APPROX. 3.9 KM 1155924.8 |
 AU2474| AU2483 MAGNOLIA PETROLEUM CO PL LT C       APPROX. 1.4 KM 1521701.0 |
 AU2474| AU2500 WEST                                APPROX. 8.7 KM 2930130.9 |
 AU2474|---------------------------------------------------------------------|
 AU2474
 AU2474                          SUPERSEDED SURVEY CONTROL
 AU2474
 AU2474  NAD 83(1986)-  29 26 54.02586(N)    091 36 23.75874(W) AD(       ) 2
 AU2474  NAD 27      -  29 26 53.23550(N)    091 36 23.34590(W) AD(       ) 2
 AU2474
 AU2474.Superseded values are not recommended for survey control.
 AU2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2474.See file dsdata.txt to determine how the superseded data were derived.
 AU2474
 AU2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3513458467(NAD 83)
 AU2474_MARKER: I = METAL ROD
 AU2474_SETTING: 0 = UNSPECIFIED SETTING
 AU2474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2474
 AU2474  HISTORY     - Date     Condition        Report By
 AU2474  HISTORY     - 1960     MONUMENTED       CGS
 AU2474
 AU2474                          STATION DESCRIPTION
 AU2474
 AU2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2474'LOCATED ALONG THE EAST SIDE OF EAST COTE BLANCHE BAY, ABOUT
 AU2474'4.0 MILES SOUTH OF RABBIT ISLAND AND ABOUT 1.5 MILES NORTHWEST OF
 AU2474'RABBIT ISLAND PASS, ON THE WESTERLY END OF THE DOCK SUPPORTING
 AU2474'A TANK BATTERY AND OTHER INSTALLATIONS OF THE TEXAS CO.  THE
 AU2474'STATION IS IN THE APPROXIMATE CENTER OF A 90 DEGREE TURN
 AU2474'IN THE DOCK WHERE THE DOCK TURNS FROM WEST TO NORTH, 85.6
 AU2474'FEET SOUTH OF THE STAIRS IN THE CATWALK, 4.5 FEET NORTHEAST
 AU2474'OF AN ANGLE IRON HAND RAIL POST, 4.2 FEET NORTH OF SOUTH EDGE
 AU2474'OF THE DOCK AND 2.6 FEET EAST OF WEST EDGE OF THE DOCK.
 AU2474'
 AU2474'THE STATION IS MARKED BY A LAG SCREW AND WASHER FASTENED
 AU2474'IN THE FLOOR OF THE DOCK.
 AU2474'
 AU2474'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2491 ***********************************************************************
 AU2491  DESIGNATION -  TEXACO WELL 10 1960
 AU2491  PID         -  AU2491
 AU2491  STATE/COUNTY-  LA/ST MARY
 AU2491  USGS QUAD   -  
 AU2491
 AU2491                         *CURRENT SURVEY CONTROL
 AU2491  ___________________________________________________________________
 AU2491* NAD 83(1992)-  29 25 58.56045(N)    091 34 13.89617(W)     ADJUSTED  
 AU2491* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2491  ___________________________________________________________________
 AU2491  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU2491  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AU2491
 AU2491  HORZ ORDER  -  SECOND
 AU2491
 AU2491.The horizontal coordinates were established by classical geodetic methods
 AU2491.and adjusted by the National Geodetic Survey in January 1993..
 AU2491
 AU2491.The orthometric height was scaled from a topographic map.
 AU2491
 AU2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2491
 AU2491.The geoid height was determined by GEOID03.
 AU2491
 AU2491;                    North         East     Units Scale Factor Converg.
 AU2491;SPC LA S     -   103,435.863   976,985.703   MT  0.99997452   -0 07 07.0
 AU2491;SPC LA S     -   339,355.83  3,205,327.26   sFT  0.99997452   -0 07 07.0
 AU2491;UTM  15      - 3,256,802.549   638,653.961   MT  0.99983722   +0 42 09.2
 AU2491
 AU2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2491!SPC LA S     -   1.00000394  x   0.99997452  =   0.99997846
 AU2491!UTM  15      -   1.00000394  x   0.99983722  =   0.99984116
 AU2491
 AU2491:                Primary Azimuth Mark                     Grid Az
 AU2491:SPC LA S     -  SOUTH WEST REEF LH 1890                  125 09 26.4
 AU2491:UTM  15      -  SOUTH WEST REEF LH 1890                  124 20 10.2
 AU2491
 AU2491|---------------------------------------------------------------------|
 AU2491| PID    Reference Object                     Distance      Geod. Az  |
 AU2491|                                                           dddmmss.s |
 AU2491| AU2472 SOUTH WEST REEF LH 1890             APPROX. 7.9 KM 1250219.4 |
 AU2491| AU2556 RABBIT ISLAND LIGHT                 APPROX. 8.1 KM 3480346.1 |
 AU2491| AU2490 TEXACO WELL 10 XMAS TREE 1960         1.081 METERS 35435     |
 AU2491|---------------------------------------------------------------------|
 AU2491
 AU2491                          SUPERSEDED SURVEY CONTROL
 AU2491
 AU2491  NAD 83(1986)-  29 25 58.58563(N)    091 34 13.89282(W) AD(       ) 2
 AU2491  NAD 27      -  29 25 57.79380(N)    091 34 13.48510(W) AD(       ) 2
 AU2491
 AU2491.Superseded values are not recommended for survey control.
 AU2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2491.See file dsdata.txt to determine how the superseded data were derived.
 AU2491
 AU2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3865456803(NAD 83)
 AU2491_MARKER: I = METAL ROD
 AU2491_SETTING: 0 = UNSPECIFIED SETTING
 AU2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2491
 AU2491  HISTORY     - Date     Condition        Report By
 AU2491  HISTORY     - 1960     MONUMENTED       CGS
 AU2491
 AU2491                          STATION DESCRIPTION
 AU2491
 AU2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2491'LOCATED ALONG THE WEST SIDE OF ATCHAFALAYA BAY ABOUT 2.0
 AU2491'MILES NORTHEAST OF RABBIT ISLAND PASS, ABOUT 3.2 MILES EAST
 AU2491'OF THE TEXACO TANK BATTERY, ON THE PLATFORM AROUND TEXACO
 AU2491'WELL NO. 10, 7.8 FEET SOUTH OF THE NORTH END OF THE PLATFORM
 AU2491'BATTERY AND 3.2 FEET WEST OF THE EAST EDGE OF THE PLATFORM.
 AU2491'
 AU2491'THE STATION IS MARKED BY A LAG SCREW SURROUNDED BY A WASHER
 AU2491'FASTENED TO THE FLOORING OF THE PLATFORM AROUND THE WELL.
 AU2491'
 AU2491'THIS IS STATE LEASE-RABBIT ISLAND WELL NO. 10.
 AU2491'
 AU2491'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2502 ***********************************************************************
 AU2502  DESIGNATION -  TEXACO WELL 11 1960
 AU2502  PID         -  AU2502
 AU2502  STATE/COUNTY-  LA/ST MARY
 AU2502  USGS QUAD   -  
 AU2502
 AU2502                         *CURRENT SURVEY CONTROL
 AU2502  ___________________________________________________________________
 AU2502* NAD 83(1992)-  29 24 54.24649(N)    091 38 19.43625(W)     ADJUSTED  
 AU2502* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2502  ___________________________________________________________________
 AU2502  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2502  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AU2502
 AU2502  HORZ ORDER  -  SECOND
 AU2502
 AU2502.The horizontal coordinates were established by classical geodetic methods
 AU2502.and adjusted by the National Geodetic Survey in January 1993..
 AU2502
 AU2502.The orthometric height was scaled from a topographic map.
 AU2502
 AU2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2502
 AU2502.The geoid height was determined by GEOID03.
 AU2502
 AU2502;                    North         East     Units Scale Factor Converg.
 AU2502;SPC LA S     -   101,471.381   970,362.618   MT  0.99997764   -0 09 09.7
 AU2502;SPC LA S     -   332,910.69  3,183,598.02   sFT  0.99997764   -0 09 09.7
 AU2502;UTM  15      - 3,254,743.647   632,060.703   MT  0.99981519   +0 40 07.2
 AU2502
 AU2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2502!SPC LA S     -   1.00000393  x   0.99997764  =   0.99998157
 AU2502!UTM  15      -   1.00000393  x   0.99981519  =   0.99981912
 AU2502
 AU2502:                Primary Azimuth Mark                     Grid Az
 AU2502:SPC LA S     -  TEXACO WELL 19                           025 37 53.7
 AU2502:UTM  15      -  TEXACO WELL 19                           024 48 36.8
 AU2502
 AU2502|---------------------------------------------------------------------|
 AU2502| PID    Reference Object                     Distance      Geod. Az  |
 AU2502|                                                           dddmmss.s |
 AU2502| AU2473 TEXACO WELL 19                      APPROX. 5.7 KM 0252844.0 |
 AU2502| AU2476 TEXACO WELL 29                      APPROX. 4.4 KM 0431148.5 |
 AU2502| AU2483 MAGNOLIA PETROLEUM CO PL LT C       APPROX. 4.5 KM 0563014.6 |
 AU2502| AU2477 MAGNOLIA PETROLEUM CO PL LT B       APPROX. 3.2 KM 0765258.2 |
 AU2502| AU2487 RABBIT IS PASS TIDE GAUGE HSE       APPROX. 4.3 KM 0815152.8 |
 AU2502| AU2475 MAGNOLIA PETROLEUM CO PL LT A       APPROX. 2.7 KM 1061822.4 |
 AU2502| AU2505 TEXACO WELL 11 XMAS TREE 1960         1.156 METERS 24849     |
 AU2502| AU2501 REEF 1960                           APPROX. 6.3 KM 2671602.7 |
 AU2502| AU2499 TEXACO WELL 26                      APPROX. 3.0 KM 3344426.2 |
 AU2502|---------------------------------------------------------------------|
 AU2502
 AU2502                          SUPERSEDED SURVEY CONTROL
 AU2502
 AU2502  NAD 83(1986)-  29 24 54.27195(N)    091 38 19.43243(W) AD(       ) 2
 AU2502  NAD 27      -  29 24 53.47880(N)    091 38 19.01710(W) AD(       ) 2
 AU2502
 AU2502.Superseded values are not recommended for survey control.
 AU2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2502.See file dsdata.txt to determine how the superseded data were derived.
 AU2502
 AU2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3206154744(NAD 83)
 AU2502_MARKER: I = METAL ROD
 AU2502_SETTING: 0 = UNSPECIFIED SETTING
 AU2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2502
 AU2502  HISTORY     - Date     Condition        Report By
 AU2502  HISTORY     - 1960     MONUMENTED       CGS
 AU2502
 AU2502                          STATION DESCRIPTION
 AU2502
 AU2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2502'LOCATED IN THE GULF OF MEXICO ABOUT 2.5 MILES WEST OF RABBIT
 AU2502'ISLAND PASS, ABOUT 3.0 MILES SOUTHWEST OF THE TEXACO TANK
 AU2502'BATTERY, ON THE PLATFORM AROUND TEXACO WELL NO. 11.  4.5 FEET
 AU2502'SOUTH OF THE NORTH EDGE OF THE PLATFORM AND 3.4 FEET WEST
 AU2502'OF THE EAST EDGE OF THE PLATFORM.
 AU2502'
 AU2502'THE STATION IS MARKED BY A LAG SCREW SURROUNDED BY A WASHER
 AU2502'FASTENED TO THE FLOORING OF THE PLATFORM.
 AU2502'
 AU2502'THIS WELL IS STATE LEASE - RABBIT ISLAND WELL NO. 11.
 AU2502'
 AU2502'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2473 ***********************************************************************
 AU2473  DESIGNATION -  TEXACO WELL 19
 AU2473  PID         -  AU2473
 AU2473  STATE/COUNTY-  LA/ST MARY
 AU2473  USGS QUAD   -  
 AU2473
 AU2473                         *CURRENT SURVEY CONTROL
 AU2473  ___________________________________________________________________
 AU2473* NAD 83(1992)-  29 27 40.52673(N)    091 36 48.89019(W)     ADJUSTED  
 AU2473* NAVD 88     -                                                        
 AU2473  ___________________________________________________________________
 AU2473  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AU2473  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU2473
 AU2473  HORZ ORDER  -  THIRD
 AU2473
 AU2473.The horizontal coordinates were established by classical geodetic methods
 AU2473.and adjusted by the National Geodetic Survey in January 1993..
 AU2473
 AU2473
 AU2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2473
 AU2473.The geoid height was determined by GEOID03.
 AU2473
 AU2473;                    North         East     Units Scale Factor Converg.
 AU2473;SPC LA S     -   106,584.717   972,815.974   MT  0.99996978   -0 08 24.5
 AU2473;SPC LA S     -   349,686.69  3,191,647.07   sFT  0.99996978   -0 08 24.5
 AU2473;UTM  15      - 3,259,890.846   634,440.105   MT  0.99982302   +0 40 55.2
 AU2473
 AU2473                          SUPERSEDED SURVEY CONTROL
 AU2473
 AU2473  NAD 83(1986)-  29 27 40.55170(N)    091 36 48.88644(W) AD(       ) 4
 AU2473  NAD 27      -  29 27 39.76300(N)    091 36 48.47300(W) AD(       ) 3
 AU2473
 AU2473.Superseded values are not recommended for survey control.
 AU2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2473.See file dsdata.txt to determine how the superseded data were derived.
 AU2473
 AU2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3444059891(NAD 83)
 AU2473
 AU2473  HISTORY     - Date     Condition        Report By
 AU2473  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2473
 AU2473                          STATION DESCRIPTION
 AU2473
 AU2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2473'LOCATED ALONG THE SOUTHEAST SIDE OF EAST COTE BLANCE BAY,
 AU2473'ABOUT 1.0 MILES NORTHWEST OF THE TEXACO TANK BATTERY AND
 AU2473'ABOUT 4.5 MILES SOUTH OF RABBIT ISLAND.  THE STATION IS
 AU2473'THE TOP OF THE CHRISTMAS TREE OVER TEXACO WELL NO. 19.
 AU2473'
 AU2473'THIS IS STATE LEASE, RABBIT ISLAND WELL NO. 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2492 ***********************************************************************
 AU2492  DESIGNATION -  TEXACO WELL 25 1960
 AU2492  PID         -  AU2492
 AU2492  STATE/COUNTY-  LA/ST MARY
 AU2492  USGS QUAD   -  
 AU2492
 AU2492                         *CURRENT SURVEY CONTROL
 AU2492  ___________________________________________________________________
 AU2492* NAD 83(1992)-  29 23 35.09124(N)    091 34 11.36939(W)     ADJUSTED  
 AU2492* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2492  ___________________________________________________________________
 AU2492  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2492  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AU2492
 AU2492  HORZ ORDER  -  SECOND
 AU2492
 AU2492.The horizontal coordinates were established by classical geodetic methods
 AU2492.and adjusted by the National Geodetic Survey in January 1993..
 AU2492
 AU2492.The orthometric height was scaled from a topographic map.
 AU2492
 AU2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2492
 AU2492.The geoid height was determined by GEOID03.
 AU2492
 AU2492;                    North         East     Units Scale Factor Converg.
 AU2492;SPC LA S     -    99,018.468   977,044.689   MT  0.99998160   -0 07 05.7
 AU2492;SPC LA S     -   324,863.09  3,205,520.78   sFT  0.99998160   -0 07 05.7
 AU2492;UTM  15      - 3,252,387.072   638,776.197   MT  0.99983764   +0 42 07.3
 AU2492
 AU2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2492!SPC LA S     -   1.00000392  x   0.99998160  =   0.99998552
 AU2492!UTM  15      -   1.00000392  x   0.99983764  =   0.99984156
 AU2492
 AU2492:                Primary Azimuth Mark                     Grid Az
 AU2492:SPC LA S     -  UNITED GAS PIPELINE CO LIGHT F           027 19 15.8
 AU2492:UTM  15      -  UNITED GAS PIPELINE CO LIGHT F           026 30 02.8
 AU2492
 AU2492|---------------------------------------------------------------------|
 AU2492| PID    Reference Object                     Distance      Geod. Az  |
 AU2492|                                                           dddmmss.s |
 AU2492| AU2480 UNITED GAS PIPELINE CO LIGHT F      APPROX. 9.9 KM 0271210.1 |
 AU2492| AU2479 UNITED GAS PIPELINE CO LIGHT E      APPROX. 7.1 KM 0365921.5 |
 AU2492| AU2486 UNITED GAS PIPELINE CO LIGHT D      APPROX. 4.8 KM 0572729.0 |
 AU2492| AU2482 UNITED GAS PIPELINE CO LIGHT C      APPROX. 3.8 KM 0975958.9 |
 AU2492| AU2498 UNITED GAS PIPELINE CO LIGHT B      APPROX. 4.9 KM 1335346.3 |
 AU2492| AU2496 UNITED GAS PIPELINE CO LIGHT A      APPROX. 6.9 KM 1512005.5 |
 AU2492| AU2475 MAGNOLIA PETROLEUM CO PL LT A       APPROX. 4.5 KM 2921503.8 |
 AU2492| AU2477 MAGNOLIA PETROLEUM CO PL LT B       APPROX. 4.8 KM 3112529.3 |
 AU2492| AU2487 RABBIT IS PASS TIDE GAUGE HSE       APPROX. 3.9 KM 3212525.4 |
 AU2492| AU2483 MAGNOLIA PETROLEUM CO PL LT C       APPROX. 5.7 KM 3291045.1 |
 AU2492| AU2474 TEXACO DOCK 1960                    APPROX. 7.1 KM 3294643.6 |
 AU2492| AU2481 MAGNOLIA PETROLEUM CO PL LT D       APPROX. 7.0 KM 3405716.2 |
 AU2492| AU2489 TEXACO WELL 25 TREE VALVE 1960        1.485 METERS 34423     |
 AU2492| AU2485 ATCHAFALAYA BAY LIGHT 7             APPROX. 5.5 KM 3443243.5 |
 AU2492|---------------------------------------------------------------------|
 AU2492
 AU2492                          SUPERSEDED SURVEY CONTROL
 AU2492
 AU2492  NAD 83(1986)-  29 23 35.11674(N)    091 34 11.36614(W) AD(       ) 2
 AU2492  NAD 27      -  29 23 34.31760(N)    091 34 10.95750(W) AD(       ) 2
 AU2492
 AU2492.Superseded values are not recommended for survey control.
 AU2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2492.See file dsdata.txt to determine how the superseded data were derived.
 AU2492
 AU2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3877652387(NAD 83)
 AU2492_MARKER: I = METAL ROD
 AU2492_SETTING: 0 = UNSPECIFIED SETTING
 AU2492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2492
 AU2492  HISTORY     - Date     Condition        Report By
 AU2492  HISTORY     - 1960     MONUMENTED       CGS
 AU2492
 AU2492                          STATION DESCRIPTION
 AU2492
 AU2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2492'LOCATED ALONG THE NORTH SIDE OF THE GULF OF MEXICO, ABOUT
 AU2492'7.7 MILES SOUTH OF POINT CHEVREUIL, ABOUT 3.6 MILES WEST
 AU2492'OF SOUTHWEST REEF LIGHTHOUSE, ABOUT 2.0 MILES SOUTHEAST OF
 AU2492'RABBIT ISLAND PASS AND 1.6 MILES SOUTH OF THE CHAIN OF REEFS
 AU2492'SEPARATING THE GULF FROM ATCHAFALAYA BAY.  STATION IS NEAR
 AU2492'THE CENTER OF THE HIGHEST PART OF A PLATFORM AROUND THE TEXAS
 AU2492'CO., STATE 340, RABBIT ISLAND PERMIT SERIAL NO. 70233 WELL
 AU2492'NO. 25.
 AU2492'
 AU2492'STATION IS MARKED BY A LAG SCREW AND WASHER FASTENED INTO THE
 AU2492'FLOORING.  STATION IS 9.8 FEET SOUTHEAST OF THE NORTHWEST
 AU2492'EDGE OF THE PLATFORM AND 3.44 FEET NORTHEAST OF THE SOUTHWEST
 AU2492'EDGE OF THE PLATFORM.  THE PLATFORM IS ABOUT 8 FEET ABOVE
 AU2492'THE WATER.
 AU2492'
 AU2492'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2499 ***********************************************************************
 AU2499  DESIGNATION -  TEXACO WELL 26
 AU2499  PID         -  AU2499
 AU2499  STATE/COUNTY-  LA/ST MARY
 AU2499  USGS QUAD   -  
 AU2499
 AU2499                         *CURRENT SURVEY CONTROL
 AU2499  ___________________________________________________________________
 AU2499* NAD 83(1992)-  29 26 22.69192(N)    091 39 07.11263(W)     ADJUSTED  
 AU2499* NAVD 88     -                                                        
 AU2499  ___________________________________________________________________
 AU2499  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AU2499  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AU2499
 AU2499  HORZ ORDER  -  THIRD
 AU2499
 AU2499.The horizontal coordinates were established by classical geodetic methods
 AU2499.and adjusted by the National Geodetic Survey in January 1993..
 AU2499
 AU2499
 AU2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2499
 AU2499.The geoid height was determined by GEOID03.
 AU2499
 AU2499;                    North         East     Units Scale Factor Converg.
 AU2499;SPC LA S     -   104,198.010   969,084.987   MT  0.99997338   -0 09 33.6
 AU2499;SPC LA S     -   341,856.30  3,179,406.33   sFT  0.99997338   -0 09 33.6
 AU2499;UTM  15      - 3,257,451.233   630,744.316   MT  0.99981092   +0 39 45.6
 AU2499
 AU2499                          SUPERSEDED SURVEY CONTROL
 AU2499
 AU2499  NAD 83(1986)-  29 26 22.71716(N)    091 39 07.10861(W) AD(       ) 4
 AU2499  NAD 27      -  29 26 21.92500(N)    091 39 06.69000(W) AD(       ) 3
 AU2499
 AU2499.Superseded values are not recommended for survey control.
 AU2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2499.See file dsdata.txt to determine how the superseded data were derived.
 AU2499
 AU2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3074457451(NAD 83)
 AU2499_MARKER: 14 = NAVIGATION LIGHT
 AU2499
 AU2499  HISTORY     - Date     Condition        Report By
 AU2499  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2499
 AU2499                          STATION DESCRIPTION
 AU2499
 AU2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2499'LOCATED ALONG THE SOUTH SIDE OF EAST COTE BLANCHE BAY, ON
 AU2499'THE SHELL REEFS SEPARATING THE BAY FROM THE GULF OF MEXICO,
 AU2499'ABOUT 2.4 MILES SOUTHWEST OF THE TEXACO TANK BATTERY AND
 AU2499'ABOUT 1.6 MILES NORTHWEST OF TEXACO WELL NO. 11.  THE STATION
 AU2499'IS THE OBSTRUCTION LIGHT ON THE CORNER OF THE PLATFORM AROUND
 AU2499'THE WELL.  THIS IS STATE LEASE 340, RABBIT ISLAND WELL NO. 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2476 ***********************************************************************
 AU2476  DESIGNATION -  TEXACO WELL 29
 AU2476  PID         -  AU2476
 AU2476  STATE/COUNTY-  LA/ST MARY
 AU2476  USGS QUAD   -  
 AU2476
 AU2476                         *CURRENT SURVEY CONTROL
 AU2476  ___________________________________________________________________
 AU2476* NAD 83(1992)-  29 26 37.25257(N)    091 36 28.92427(W)     ADJUSTED  
 AU2476* NAVD 88     -                                                        
 AU2476  ___________________________________________________________________
 AU2476  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2476  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AU2476
 AU2476  HORZ ORDER  -  THIRD
 AU2476
 AU2476.The horizontal coordinates were established by classical geodetic methods
 AU2476.and adjusted by the National Geodetic Survey in January 1993..
 AU2476
 AU2476
 AU2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2476
 AU2476.The geoid height was determined by GEOID03.
 AU2476
 AU2476;                    North         East     Units Scale Factor Converg.
 AU2476;SPC LA S     -   104,635.277   973,349.274   MT  0.99997270   -0 08 14.5
 AU2476;SPC LA S     -   343,290.90  3,193,396.74   sFT  0.99997270   -0 08 14.5
 AU2476;UTM  15      - 3,257,949.543   635,001.232   MT  0.99982488   +0 41 03.7
 AU2476
 AU2476                          SUPERSEDED SURVEY CONTROL
 AU2476
 AU2476  NAD 83(1986)-  29 26 37.27775(N)    091 36 28.92060(W) AD(       ) 4
 AU2476  NAD 27      -  29 26 36.48700(N)    091 36 28.50800(W) AD(       ) 3
 AU2476
 AU2476.Superseded values are not recommended for survey control.
 AU2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2476.See file dsdata.txt to determine how the superseded data were derived.
 AU2476
 AU2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3500157950(NAD 83)
 AU2476_MARKER: 14 = NAVIGATION LIGHT
 AU2476
 AU2476  HISTORY     - Date     Condition        Report By
 AU2476  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2476
 AU2476                          STATION DESCRIPTION
 AU2476
 AU2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2476'LOCATED NEAR THE SOUTHEAST SIDE OF EAST COTE BLANCHE BAY
 AU2476'ALONG THE SHELL REEFS SEPARATING THE BAY FROM THE GULF OF
 AU2476'MEXICO AND ABOUT 0.4 MILE SOUTH OF THE TEXACO TANK BATTERY.
 AU2476'THE STATION IS THE OBSTRUCTION LIGHT ON THE CORNER OF THE
 AU2476'PLATFORM AROUND TEXACO WELL 29.  THIS IS STATE LEASE 340,
 AU2476'RABBIT ISLAND WELL NO. 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1031 ***********************************************************************
 AT1031  DESIGNATION -  TEXAS CO GARDEN IS BAY FLD MST
 AT1031  PID         -  AT1031
 AT1031  STATE/COUNTY-  LA/PLAQUEMINES
 AT1031  USGS QUAD   -  SOUTH PASS (1971)
 AT1031
 AT1031                         *CURRENT SURVEY CONTROL
 AT1031  ___________________________________________________________________
 AT1031* NAD 83(1992)-  29 05 51.13601(N)    089 10 13.92115(W)     ADJUSTED  
 AT1031* NAVD 88     -                                                        
 AT1031  ___________________________________________________________________
 AT1031  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AT1031  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AT1031
 AT1031  HORZ ORDER  -  THIRD
 AT1031
 AT1031.The horizontal coordinates were established by classical geodetic methods
 AT1031.and adjusted by the National Geodetic Survey in January 1993..
 AT1031
 AT1031
 AT1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1031
 AT1031.The geoid height was determined by GEOID03.
 AT1031
 AT1031;                    North         East     Units Scale Factor Converg.
 AT1031;SPC LA S     -    68,223.381 1,210,540.512   MT  1.00004902   +1 04 53.1
 AT1031;SPC LA S     -   223,829.54  3,971,581.66   sFT  1.00004902   +1 04 53.1
 AT1031;UTM  16      - 3,220,738.394   288,762.122   MT  1.00015066   -1 03 21.3
 AT1031
 AT1031                          SUPERSEDED SURVEY CONTROL
 AT1031
 AT1031  NAD 83(1986)-  29 05 51.13943(N)    089 10 13.93377(W) AD(       ) 4
 AT1031  NAD 27      -  29 05 50.32600(N)    089 10 13.75300(W) AD(       ) 3
 AT1031
 AT1031.Superseded values are not recommended for survey control.
 AT1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1031.See file dsdata.txt to determine how the superseded data were derived.
 AT1031
 AT1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8876220738(NAD 83)
 AT1031_MARKER: 42 = RADIO/TV MAST
 AT1031
 AT1031  HISTORY     - Date     Condition        Report By
 AT1031  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1031
 AT1031                          STATION DESCRIPTION
 AT1031
 AT1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1031'THE TOP LIGHT OF THE TEXAS CO. GARDEN IS.  BAY FIELD RADIO MAST, THE
 AT1031'MAST IS
 AT1031'APPROXIMATELY 180 FEET HIGH AND IS LOCATED NEAR THE SOUTHERN
 AT1031'TIP OF THE MISSISSIPPI
 AT1031'RIVER DELTA ON GARDEN ISLAND NORTH OF THE
 AT1031'JUNCTURE OF JOHNSON PASS AND HOWARD PASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2770 ***********************************************************************
 BH2770  DESIGNATION -  TEXAS CO WELL 1
 BH2770  PID         -  BH2770
 BH2770  STATE/COUNTY-  LA/ST BERNARD
 BH2770  USGS QUAD   -  ALLIGATOR POINT (1994)
 BH2770
 BH2770                         *CURRENT SURVEY CONTROL
 BH2770  ___________________________________________________________________
 BH2770* NAD 83(1992)-  30 03 35.90250(N)    089 39 08.52651(W)     ADJUSTED  
 BH2770* NAVD 88     -                                                        
 BH2770  **This station is located in a subsidence area (see below).
 BH2770  ___________________________________________________________________
 BH2770  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BH2770  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BH2770
 BH2770  HORZ ORDER  -  THIRD
 BH2770
 BH2770.The horizontal coordinates were established by classical geodetic methods
 BH2770.and adjusted by the National Geodetic Survey in May 1994..
 BH2770
 BH2770 ** The orthometric height has not been validated since last determined
 BH2770 ** by differential leveling and should not be used for control purposes.
 BH2770 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2770 ** area with valid NAVD 88 orthometric heights.
 BH2770 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2770 ** epoch indicated which incorporates improved geoid heights for the
 BH2770 ** Southern Louisiana Subsidence area.
 BH2770 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2770
 BH2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2770
 BH2770.The geoid height was determined by GEOID03.
 BH2770
 BH2770;                    North         East     Units Scale Factor Converg.
 BH2770;SPC LA S     -   174,102.898 1,162,074.671   MT  0.99992627   +0 50 25.8
 BH2770;SPC LA S     -   571,202.59  3,812,573.32   sFT  0.99992627   +0 50 25.8
 BH2770;SPC MS E     -    62,351.952   221,024.505   MT  1.00002692   -0 24 37.0
 BH2770;SPC MS E     -   204,566.36    725,144.56   sFT  1.00002692   -0 24 37.0
 BH2770;UTM  16      - 3,328,396.898   244,293.326   MT  1.00040678   -1 19 45.5
 BH2770
 BH2770                          SUPERSEDED SURVEY CONTROL
 BH2770
 BH2770  NAD 83(1992)-  30 03 35.90532(N)    089 39 08.52183(W) AD(       ) 4
 BH2770  NAD 83(1986)-  30 03 35.91504(N)    089 39 08.52263(W) AD(       ) 4
 BH2770  NAD 27      -  30 03 35.20630(N)    089 39 08.33540(W) AD(       ) 3
 BH2770
 BH2770.Superseded values are not recommended for survey control.
 BH2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2770.See file dsdata.txt to determine how the superseded data were derived.
 BH2770
 BH2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4429328397(NAD 83)
 BH2770_MARKER: 67 = OIL DERRICK
 BH2770
 BH2770  HISTORY     - Date     Condition        Report By
 BH2770  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2770
 BH2770                          STATION DESCRIPTION
 BH2770
 BH2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2770'A CONVENTIONAL GEAR FOR CAPPED GAS WELL SURROUNDED BY TIMBER
 BH2770'PLATFORM APPROXIMATELY 12 FEET SQUARE AND 9 FEET ABOVE WATER. THE
 BH2770'CENTER OF THE CHRISTMAS TREE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2771 ***********************************************************************
 BH2771  DESIGNATION -  TEXAS CO WELL 2
 BH2771  PID         -  BH2771
 BH2771  STATE/COUNTY-  LA/ST BERNARD
 BH2771  USGS QUAD   -  ALLIGATOR POINT (1994)
 BH2771
 BH2771                         *CURRENT SURVEY CONTROL
 BH2771  ___________________________________________________________________
 BH2771* NAD 83(1992)-  30 05 46.20533(N)    089 40 01.10260(W)     ADJUSTED  
 BH2771* NAVD 88     -                                                        
 BH2771  **This station is located in a subsidence area (see below).
 BH2771  ___________________________________________________________________
 BH2771  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BH2771  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BH2771
 BH2771  HORZ ORDER  -  THIRD
 BH2771
 BH2771.The horizontal coordinates were established by classical geodetic methods
 BH2771.and adjusted by the National Geodetic Survey in May 1994..
 BH2771
 BH2771 ** The orthometric height has not been validated since last determined
 BH2771 ** by differential leveling and should not be used for control purposes.
 BH2771 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2771 ** area with valid NAVD 88 orthometric heights.
 BH2771 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2771 ** epoch indicated which incorporates improved geoid heights for the
 BH2771 ** Southern Louisiana Subsidence area.
 BH2771 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2771
 BH2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2771
 BH2771.The geoid height was determined by GEOID03.
 BH2771
 BH2771;                    North         East     Units Scale Factor Converg.
 BH2771;SPC LA S     -   178,093.990 1,160,608.300   MT  0.99992712   +0 49 59.5
 BH2771;SPC LA S     -   584,296.70  3,807,762.40   sFT  0.99992712   +0 49 59.5
 BH2771;SPC MS E     -    66,374.517   219,645.480   MT  1.00002963   -0 25 05.0
 BH2771;SPC MS E     -   217,763.73    720,620.21   sFT  1.00002963   -0 25 05.0
 BH2771;UTM  16      - 3,332,442.623   242,978.530   MT  1.00041509   -1 20 17.1
 BH2771
 BH2771                          SUPERSEDED SURVEY CONTROL
 BH2771
 BH2771  NAD 83(1992)-  30 05 46.21447(N)    089 40 01.09553(W) AD(       ) 4
 BH2771  NAD 83(1986)-  30 05 46.21795(N)    089 40 01.09873(W) AD(       ) 4
 BH2771  NAD 27      -  30 05 45.50439(N)    089 40 00.89096(W) AD(       ) 3
 BH2771
 BH2771.Superseded values are not recommended for survey control.
 BH2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2771.See file dsdata.txt to determine how the superseded data were derived.
 BH2771
 BH2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4297932443(NAD 83)
 BH2771_MARKER: 67 = OIL DERRICK
 BH2771
 BH2771  HISTORY     - Date     Condition        Report By
 BH2771  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2771
 BH2771                          STATION DESCRIPTION
 BH2771
 BH2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2771'A CONVENTIONAL GEAR FOR PRODUCING GAS WELL SURROUNDED BY A TIMBER
 BH2771'PLATFORM APPROXIMATELY 8 FEET SQUARE AND 9 FEET ABOVE WATER,
 BH2771'CONNECTED BY A CATWALK TO HOLDING SPACE FOR BARGES FORMED BY
 BH2771'PILINGS.  THE DERRICK WAS OBSERVED FROM TWO STATIONS AND THE
 BH2771'CHRISTMAS TREE WAS OBSERVED FROM A THIRD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1273 ***********************************************************************
 AT1273  DESIGNATION -  TEXAS CO WELL 3
 AT1273  PID         -  AT1273
 AT1273  STATE/COUNTY-  LA/ST BERNARD
 AT1273  USGS QUAD   -  PROCTOR POINT (1994)
 AT1273
 AT1273                         *CURRENT SURVEY CONTROL
 AT1273  ___________________________________________________________________
 AT1273* NAD 83(1992)-  29 58 42.26487(N)    089 38 34.32186(W)     ADJUSTED  
 AT1273* NAVD 88     -                                                        
 AT1273  **This station is located in a subsidence area (see below).
 AT1273  ___________________________________________________________________
 AT1273  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AT1273  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AT1273
 AT1273  HORZ ORDER  -  THIRD
 AT1273
 AT1273.The horizontal coordinates were established by classical geodetic methods
 AT1273.and adjusted by the National Geodetic Survey in May 1994..
 AT1273
 AT1273 ** The orthometric height has not been validated since last determined
 AT1273 ** by differential leveling and should not be used for control purposes.
 AT1273 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1273 ** area with valid NAVD 88 orthometric heights.
 AT1273 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1273 ** epoch indicated which incorporates improved geoid heights for the
 AT1273 ** Southern Louisiana Subsidence area.
 AT1273 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1273
 AT1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1273
 AT1273.The geoid height was determined by GEOID03.
 AT1273
 AT1273;                    North         East     Units Scale Factor Converg.
 AT1273;SPC LA S     -   165,076.211 1,163,124.072   MT  0.99992582   +0 50 42.9
 AT1273;SPC LA S     -   541,587.54  3,816,016.23   sFT  0.99992582   +0 50 42.9
 AT1273;UTM  16      - 3,319,332.635   245,000.809   MT  1.00040233   -1 19 16.6
 AT1273
 AT1273                          SUPERSEDED SURVEY CONTROL
 AT1273
 AT1273  NAD 83(1992)-  29 58 42.27060(N)    089 38 34.31574(W) AD(       ) 4
 AT1273  NAD 83(1986)-  29 58 42.27666(N)    089 38 34.31829(W) AD(       ) 4
 AT1273  NAD 27      -  29 58 41.57111(N)    089 38 34.13601(W) AD(       ) 3
 AT1273
 AT1273.Superseded values are not recommended for survey control.
 AT1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1273.See file dsdata.txt to determine how the superseded data were derived.
 AT1273
 AT1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4500119333(NAD 83)
 AT1273_MARKER: 55 = TOWER
 AT1273
 AT1273  HISTORY     - Date     Condition        Report By
 AT1273  HISTORY     - 1952     FIRST OBSERVED   CGS
 AT1273
 AT1273                          STATION DESCRIPTION
 AT1273
 AT1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT1273'A STEEL TOWER ON A (SUNKEN) BARGE.  WELL IS IN THE PROCESS OF BEING
 AT1273'DRILLED.  STEEL
 AT1273'TOWER WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6240 ***********************************************************************
 AH6240  DESIGNATION -  TGB 01
 AH6240  PID         -  AH6240
 AH6240  STATE/COUNTY-  LA/TERREBONNE
 AH6240  USGS QUAD   -  BOURG (1974)
 AH6240
 AH6240                         *CURRENT SURVEY CONTROL
 AH6240  ___________________________________________________________________
 AH6240* NAD 83(1992)-  29 33 38.78695(N)    090 36 08.14948(W)     ADJUSTED  
 AH6240* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6240  **This station is located in a subsidence area (see below).
 AH6240  ___________________________________________________________________
 AH6240  X           -     -58,363.083 (meters)                     COMP
 AH6240  Y           -  -5,552,111.029 (meters)                     COMP
 AH6240  Z           -   3,128,104.294 (meters)                     COMP
 AH6240  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6240  ELLIP HEIGHT-         -23.95  (meters)          (02/21/02) GPS OBS
 AH6240  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6240
 AH6240  HORZ ORDER  -  FIRST
 AH6240  ELLP ORDER  -  FIFTH     CLASS I
 AH6240
 AH6240.The horizontal coordinates were established by GPS observations
 AH6240.and adjusted by the National Geodetic Survey in December 1998..
 AH6240
 AH6240 ** The orthometric height has not been validated since last determined
 AH6240 ** by differential leveling and should not be used for control purposes.
 AH6240 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6240 ** area with valid NAVD 88 orthometric heights.
 AH6240 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6240 ** epoch indicated which incorporates improved geoid heights for the
 AH6240 ** Southern Louisiana Subsidence area.
 AH6240 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6240.The orthometric height was determined by GPS observations and a
 AH6240.high-resolution geoid model.
 AH6240
 AH6240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6240
 AH6240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6240
 AH6240.The ellipsoidal height was determined by GPS observations
 AH6240.and is referenced to NAD 83.
 AH6240
 AH6240.The geoid height was determined by GEOID03.
 AH6240
 AH6240;                    North         East     Units Scale Factor Converg.
 AH6240;SPC LA S     -   117,807.902 1,070,843.071   MT  0.99995505   +0 21 56.0
 AH6240;SPC LA S     -   386,508.09  3,513,257.64   sFT  0.99995505   +0 21 56.0
 AH6240;UTM  15      - 3,272,516.113   732,302.737   MT  1.00026591   +1 11 00.4
 AH6240
 AH6240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6240!SPC LA S     -   1.00000376  x   0.99995505  =   0.99995881
 AH6240!UTM  15      -   1.00000376  x   1.00026591  =   1.00026967
 AH6240
 AH6240|---------------------------------------------------------------------|
 AH6240| PID    Reference Object                     Distance      Geod. Az  |
 AH6240|                                                           dddmmss.s |
 AH6240| AH6239 COMPANY                             363.108 METERS 00134     |
 AH6240| AH6386 TGB 02                              APPROX. 0.8 KM 0325023.9 |
 AH6240|---------------------------------------------------------------------|
 AH6240
 AH6240                          SUPERSEDED SURVEY CONTROL
 AH6240
 AH6240  ELLIP H (12/17/98)  -23.90   (m)                       GP(       ) 4 2
 AH6240
 AH6240.Superseded values are not recommended for survey control.
 AH6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6240.See file dsdata.txt to determine how the superseded data were derived.
 AH6240
 AH6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3230372516(NAD 83)
 AH6240_MARKER: DD = SURVEY DISK
 AH6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6240_STAMPING: TGB 01
 AH6240_MARK LOGO: LA-109
 AH6240_PROJECTION: FLUSH
 AH6240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6240+STABILITY: SURFACE MOTION
 AH6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6240+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6240
 AH6240  HISTORY     - Date     Condition        Report By
 AH6240  HISTORY     - 1995     MONUMENTED       MPHI
 AH6240
 AH6240                          STATION DESCRIPTION
 AH6240
 AH6240'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6240'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6240'24 FOR 8.6 MI (13.8 KM) TO TEXAS GULF ROAD (PARISH ROAD 53). TURN LEFT
 AH6240'ON TEXAS GULF ROAD AND TRAVEL NORTHEAST FOR 0.5 MI (0.8 KM) AND THE
 AH6240'STATION IS ON THE LEFT. THE STATION IS A 2 INCH DISK IN CONCRETE. THE
 AH6240'STATION IS 12.7 FT (3.9 M) WEST FROM THE CENTERLINE OF TEXAS GULF
 AH6240'ROAD, 48.0 FT (14.6 M) NORTHWEST FROM THE POWER POLE, 12.3 FT (3.7 M)
 AH6240'SOUTHEAST FROM THE 6 FT CHAIN LINK FENCE FOR THE PUMP STATION SITE,
 AH6240'AND 104.3 FT (31.8 M) POWER POLE THREE TRANSFORMER AND WITH LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6386 ***********************************************************************
 AH6386  DESIGNATION -  TGB 02
 AH6386  PID         -  AH6386
 AH6386  STATE/COUNTY-  LA/TERREBONNE
 AH6386  USGS QUAD   -  BOURG (1974)
 AH6386
 AH6386                         *CURRENT SURVEY CONTROL
 AH6386  ___________________________________________________________________
 AH6386* NAD 83(1992)-  29 33 59.64130(N)    090 35 52.75233(W)     ADJUSTED  
 AH6386* NAVD 88     -         0.5  **(meters)       2.   **(feet)  GPS OBS   
 AH6386  **This station is located in a subsidence area (see below).
 AH6386  ___________________________________________________________________
 AH6386  X           -     -57,945.318 (meters)                     COMP
 AH6386  Y           -  -5,551,797.846 (meters)                     COMP
 AH6386  Z           -   3,128,662.392 (meters)                     COMP
 AH6386  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6386  ELLIP HEIGHT-         -24.79  (meters)          (02/21/02) GPS OBS
 AH6386  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AH6386
 AH6386  HORZ ORDER  -  FIRST
 AH6386  ELLP ORDER  -  FIFTH     CLASS I
 AH6386
 AH6386.The horizontal coordinates were established by GPS observations
 AH6386.and adjusted by the National Geodetic Survey in December 1998..
 AH6386
 AH6386 ** The orthometric height has not been validated since last determined
 AH6386 ** by differential leveling and should not be used for control purposes.
 AH6386 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6386 ** area with valid NAVD 88 orthometric heights.
 AH6386 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6386 ** epoch indicated which incorporates improved geoid heights for the
 AH6386 ** Southern Louisiana Subsidence area.
 AH6386 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6386.The orthometric height was determined by GPS observations and a
 AH6386.high-resolution geoid model.
 AH6386
 AH6386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6386
 AH6386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6386
 AH6386.The ellipsoidal height was determined by GPS observations
 AH6386.and is referenced to NAD 83.
 AH6386
 AH6386.The geoid height was determined by GEOID03.
 AH6386
 AH6386;                    North         East     Units Scale Factor Converg.
 AH6386;SPC LA S     -   118,452.624 1,071,253.399   MT  0.99995428   +0 22 03.7
 AH6386;SPC LA S     -   388,623.32  3,514,603.86   sFT  0.99995428   +0 22 03.7
 AH6386;UTM  15      - 3,273,166.830   732,703.944   MT  1.00026821   +1 11 08.8
 AH6386
 AH6386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6386!SPC LA S     -   1.00000389  x   0.99995428  =   0.99995817
 AH6386!UTM  15      -   1.00000389  x   1.00026821  =   1.00027210
 AH6386
 AH6386:                Primary Azimuth Mark                     Grid Az
 AH6386:SPC LA S     -  TGB 01                                   212 28 27.8
 AH6386:UTM  15      -  TGB 01                                   211 39 22.7
 AH6386
 AH6386|---------------------------------------------------------------------|
 AH6386| PID    Reference Object                     Distance      Geod. Az  |
 AH6386|                                                           dddmmss.s |
 AH6386| AH6240 TGB 01                              APPROX. 0.8 KM 2125031.5 |
 AH6386|---------------------------------------------------------------------|
 AH6386
 AH6386                          SUPERSEDED SURVEY CONTROL
 AH6386
 AH6386  ELLIP H (12/17/98)  -24.74   (m)                       GP(       ) 4 2
 AH6386
 AH6386.Superseded values are not recommended for survey control.
 AH6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6386.See file dsdata.txt to determine how the superseded data were derived.
 AH6386
 AH6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3270473167(NAD 83)
 AH6386_MARKER: DD = SURVEY DISK
 AH6386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6386_STAMPING: TGB 02
 AH6386_MARK LOGO: LA-109
 AH6386_PROJECTION: FLUSH
 AH6386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6386+STABILITY: SURFACE MOTION
 AH6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6386+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6386
 AH6386  HISTORY     - Date     Condition        Report By
 AH6386  HISTORY     - 1995     MONUMENTED       MPHI
 AH6386
 AH6386                          STATION DESCRIPTION
 AH6386
 AH6386'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6386'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6386'24 FOR 8.6 MI (13.8 KM) TO TEXAS GULF ROAD (PARISH ROAD 53).  TURN
 AH6386'LEFT ON TEXAS GULF ROAD AND TRAVEL NORTHEAST FOR 1.0 MI (1.6 KM) TO
 AH6386'THE BOAT LANDING AND THE STATION IS ON THE LEFT.  THE STATION IS A 2
 AH6386'INCH DISK IN CONCRETE. THE STATION IS 106.5 FT (32.5 M) NORTHWEST FROM
 AH6386'THE CENTERLINE OF TEXAS GULF ROAD, 17.3 FT (5.3 M) SOUTHWEST FROM THE
 AH6386'POWER POLE WITH A LIGHT, 17.4 FT (5.3 M) SOUTHEAST FROM THE EDGE OF
 AH6386'COMPANY CANAL, AND 88.4 FT (26.9 M) NORTHEAST FROM TEH POWER POLE WITH
 AH6386'A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0715 ***********************************************************************
 AV0715  DESIGNATION -  TGT 49 A
 AV0715  PID         -  AV0715
 AV0715  STATE/COUNTY-  LA/CAMERON
 AV0715  USGS QUAD   -  
 AV0715
 AV0715                         *CURRENT SURVEY CONTROL
 AV0715  ___________________________________________________________________
 AV0715* NAD 83(1992)-  29 24 26.44530(N)    092 53 46.25255(W)     ADJUSTED  
 AV0715* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0715  ___________________________________________________________________
 AV0715  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AV0715  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AV0715
 AV0715  HORZ ORDER  -  SECOND
 AV0715
 AV0715.The horizontal coordinates were established by classical geodetic methods
 AV0715.and adjusted by the National Geodetic Survey in January 1993..
 AV0715
 AV0715.The orthometric height was scaled from a topographic map.
 AV0715
 AV0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0715
 AV0715.The geoid height was determined by GEOID03.
 AV0715
 AV0715;                    North         East     Units Scale Factor Converg.
 AV0715;SPC LA S     -   101,610.252   848,326.579   MT  0.99997901   -0 46 53.2
 AV0715;SPC LA S     -   333,366.30  2,783,218.12   sFT  0.99997901   -0 46 53.2
 AV0715;UTM  15      - 3,253,121.906   510,072.040   MT  0.99960125   +0 03 03.5
 AV0715
 AV0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0715!SPC LA S     -   1.00000396  x   0.99997901  =   0.99998297
 AV0715!UTM  15      -   1.00000396  x   0.99960125  =   0.99960521
 AV0715
 AV0715|---------------------------------------------------------------------|
 AV0715| PID    Reference Object                     Distance      Geod. Az  |
 AV0715|                                                           dddmmss.s |
 AV0715| CV9486 TGT 49 A RM 1                        19.609 METERS 01320     |
 AV0715| CV9487 TGT 49 A RM 2                        14.476 METERS 27850     |
 AV0715| CV9485 TGT 49 A AZ MK                                     2803653.5 |
 AV0715|---------------------------------------------------------------------|
 AV0715
 AV0715                          SUPERSEDED SURVEY CONTROL
 AV0715
 AV0715  NAD 83(1986)-  29 24 26.46872(N)    092 53 46.23379(W) AD(       ) 2
 AV0715
 AV0715.Superseded values are not recommended for survey control.
 AV0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0715.See file dsdata.txt to determine how the superseded data were derived.
 AV0715
 AV0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN1007253122(NAD 83)
 AV0715_MARKER: H = DRILL HOLE
 AV0715_SETTING: 0 = UNSPECIFIED SETTING
 AV0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0715
 AV0715  HISTORY     - Date     Condition        Report By
 AV0715  HISTORY     - 1963     MONUMENTED       CGS
 AV0715
 AV0715                          STATION DESCRIPTION
 AV0715
 AV0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0715'STATION IS LOCATED ON THE TOP DECK OF AN OILWELL PLATFORM WHICH IS
 AV0715'OWNED BY THE CONTINENTAL OIL COMPANY, IN THE EAST CAMERON AREA,
 AV0715'BLOCK 49, ABOUT 38 MILES SOUTHEAST OF CAMERON, LOUISIANA AND ABOUT
 AV0715'17-1/2 MILES SOUTH OF THE COASTLINE OF LOUISIANA.
 AV0715'
 AV0715'STATION IS IN THE TOP OF A STEEL I BEAM, NEAR THE SOUTH CORNER OF
 AV0715'THE PLATFORM DECK AND ABOUT 5 INCHES BELOW THE WOOD PLATFORM DECK.
 AV0715'IT IS MARKED BY A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES, STAMPED
 AV0715'TGT 49 A 1963.  IT IS 10.5 FEET NORTH OF THE CENTER OF THE TOP OF
 AV0715'THE STAIRWAY, 8.3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AV0715'PLATFORM AND 7.4 FEET NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST EDGE
 AV0715'OF THE PLATFORM.
 AV0715'
 AV0715'REFERENCE MARK NUMBER 1 IS MARKED BY A DRILL HOLE, IN THE TOP OF AN
 AV0715'I BEAM THAT IS NEAR THE EAST CORNER OF THE PLATFORM.  CENTER HOLE
 AV0715'HAS AN ARROW THROUGH THE CENTER, POINTING TOWARD THE STATION,
 AV0715'SURROUNDED BY 3 DRILL HOLES.  IT IS STAMPED RM NO 1 AND IS ABOUT
 AV0715'5 INCHES BELOW THE WOOD DECK.  IT IS 11.8 FEET WEST OF THE EAST
 AV0715'CORNER OF THE PLATFORM, 8.2 FEET SOUTHEAST OF THE
 AV0715'NORTH-NORTHEAST EDGE OF THE PLATFORM AND 8.5 FEET NORTHWEST OF
 AV0715'THE SOUTHWEST EDGE OF THE PLATFORM.
 AV0715'
 AV0715'REFERENCE MARK NUMBER 2 IS MARKED BY A DRILL HOLE, IN THE TOP OF AN
 AV0715'I BEAM THAT IS NEAR THE WEST CORNER OF THE PLATFORM.  CENTER HOLE
 AV0715'HAS AN ARROW THROUGH THE CENTER, POINTING TOWARD THE STATION,
 AV0715'SURROUNDED BY 3 DRILL HOLES.  IT IS STAMPED RM NO 2 AND IS ABOUT 5
 AV0715'INCHES BELOW THE WOOD DECK.  IT IS 5.4 FEET EAST OF THE WEST
 AV0715'CORNER OF THE PLATFORM, 3.5 FEET NORTH-NORTHWEST OF THE
 AV0715'SOUTH-SOUTHEAST EDGE OF THE PLATFORM AND 4.5 FEET SOUTHEAST OF
 AV0715'THE NORTHWEST EDGE OF THE PLATFORM.
 AV0715'
 AV0715'AZIMUTH MARK IS LOCATED ON THE SOUTH-SOUTHEAST SIDE OF THE TOP DECK
 AV0715'OF AN OILWELL PLATFORM, 49 D, OWNED BY THE CONTINENTAL OIL COMPANY
 AV0715'WHICH IS ABOUT 1/2 MILE WEST-NORTHWEST OF THE STATION.  IT IS
 AV0715'MARKED BY A DRILL HOLE, SURROUNDED BY 3 DRILL HOLES, STAMPED TGT 49
 AV0715'A.  IT IS 24 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AV0715'PLATFORM, 30 FEET SOUTHEAST OF THE TOP OF THE STAIRWAY AND 22
 AV0715'INCHES NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST EDGE OF THE
 AV0715'PLATFORM.
 AV0715'
 AV0715'MARK IS FLUSH WITH THE SURFACE OF THE PLATFORM DECK. (AZ.MK.)
 AV0715'
 AV0715'STATION PLATFORM DECK IS ABOUT 53 FEET ABOVE THE WATER AND MEASURES
 AV0715'APPROXIMATELY 50 X 100 FEET.
 AV0715'
 AV0715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2987 ***********************************************************************
 AU2987  DESIGNATION -  THE TEX CO CAILLOU IS FLD MST
 AU2987  PID         -  AU2987
 AU2987  STATE/COUNTY-  LA/TERREBONNE
 AU2987  USGS QUAD   -  TIMBALIER ISLAND (1994)
 AU2987
 AU2987                         *CURRENT SURVEY CONTROL
 AU2987  ___________________________________________________________________
 AU2987* NAD 83(1992)-  29 06 37.43602(N)    090 28 25.98603(W)     ADJUSTED  
 AU2987* NAVD 88     -                                                        
 AU2987  **This station is located in a subsidence area (see below).
 AU2987  ___________________________________________________________________
 AU2987  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AU2987  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AU2987
 AU2987  HORZ ORDER  -  THIRD
 AU2987
 AU2987.The horizontal coordinates were established by classical geodetic methods
 AU2987.and adjusted by the National Geodetic Survey in January 1993..
 AU2987
 AU2987 ** The orthometric height has not been validated since last determined
 AU2987 ** by differential leveling and should not be used for control purposes.
 AU2987 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2987 ** area with valid NAVD 88 orthometric heights.
 AU2987 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2987 ** epoch indicated which incorporates improved geoid heights for the
 AU2987 ** Southern Louisiana Subsidence area.
 AU2987 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2987
 AU2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2987
 AU2987.The geoid height was determined by GEOID03.
 AU2987
 AU2987;                    North         East     Units Scale Factor Converg.
 AU2987;SPC LA S     -    67,975.693 1,083,657.592   MT  1.00004554   +0 25 47.0
 AU2987;SPC LA S     -   223,016.92  3,555,299.95   sFT  1.00004554   +0 25 47.0
 AU2987;UTM  15      - 3,222,854.402   745,823.779   MT  1.00034576   +1 13 46.4
 AU2987
 AU2987                          SUPERSEDED SURVEY CONTROL
 AU2987
 AU2987  NAD 83(1986)-  29 06 37.45414(N)    090 28 25.99764(W) AD(       ) 4
 AU2987  NAD 27      -  29 06 36.62500(N)    090 28 25.69100(W) AD(       ) 3
 AU2987
 AU2987.Superseded values are not recommended for survey control.
 AU2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2987.See file dsdata.txt to determine how the superseded data were derived.
 AU2987
 AU2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4582422854(NAD 83)
 AU2987_MARKER: 43 = RADIO/TV TOWER
 AU2987
 AU2987  HISTORY     - Date     Condition        Report By
 AU2987  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2987  HISTORY     - 1955     GOOD             CGS
 AU2987
 AU2987                          STATION DESCRIPTION
 AU2987
 AU2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2987'STATION IS LOCATED ON THE SE SIDE OF TERREBONNE BAY, APPROXIMATELY
 AU2987'1.5 MILES NE OF CAILLOU ISLAND, AT THE TEXAS CO. CAMP ON A SMALL
 AU2987'ISLAND.
 AU2987'
 AU2987'A SKELETON STEEL STRUCTURE 187 FEET HIGH.
 AU2987
 AU2987                          STATION RECOVERY (1955)
 AU2987
 AU2987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2987'THE TOP RED LIGHT OF THE TEXAS CO. RADIO MAST, APPROXIMATELY
 AU2987'180 FEET HIGH, LOCATED ON A SMALL ISLAND WHICH IS IN A GROUP
 AU2987'OF ISLANDS THAT SEPERATES TERREBONNE BAY AND TIMBALIER BAY,
 AU2987'4 MILES NORTHEAST OF THE WEST END OF TIMBALIER ISLAND AND 1 MILE
 AU2987'SOUTH OF THE SOUTH END OF TERREBONNE ISLAND.  THERE IS TANK
 AU2987'BATTERIES AND OIL WELLS SURROUNDING THE AERA.
 AU2987'
 AU2987'THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2994 ***********************************************************************
 AU2994  DESIGNATION -  THE TEX CO LAKE BARRE FLD TWR
 AU2994  PID         -  AU2994
 AU2994  STATE/COUNTY-  LA/TERREBONNE
 AU2994  USGS QUAD   -  JACKO BAY (1994)
 AU2994
 AU2994                         *CURRENT SURVEY CONTROL
 AU2994  ___________________________________________________________________
 AU2994* NAD 83(1992)-  29 13 15.76188(N)    090 29 14.89126(W)     ADJUSTED  
 AU2994* NAVD 88     -                                                        
 AU2994  **This station is located in a subsidence area (see below).
 AU2994  ___________________________________________________________________
 AU2994  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AU2994  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AU2994
 AU2994  HORZ ORDER  -  THIRD
 AU2994
 AU2994.The horizontal coordinates were established by classical geodetic methods
 AU2994.and adjusted by the National Geodetic Survey in January 1993..
 AU2994
 AU2994 ** The orthometric height has not been validated since last determined
 AU2994 ** by differential leveling and should not be used for control purposes.
 AU2994 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2994 ** area with valid NAVD 88 orthometric heights.
 AU2994 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2994 ** epoch indicated which incorporates improved geoid heights for the
 AU2994 ** Southern Louisiana Subsidence area.
 AU2994 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2994
 AU2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2994
 AU2994.The geoid height was determined by GEOID03.
 AU2994
 AU2994;                    North         East     Units Scale Factor Converg.
 AU2994;SPC LA S     -    80,229.748 1,082,244.760   MT  1.00001765   +0 25 22.6
 AU2994;SPC LA S     -   263,220.43  3,550,664.68   sFT  1.00001765   +0 25 22.6
 AU2994;UTM  15      - 3,235,091.268   744,239.067   MT  1.00033615   +1 13 37.8
 AU2994
 AU2994                          SUPERSEDED SURVEY CONTROL
 AU2994
 AU2994  NAD 83(1986)-  29 13 15.77982(N)    090 29 14.90167(W) AD(       ) 4
 AU2994  NAD 27      -  29 13 14.95700(N)    090 29 14.58700(W) AD(       ) 3
 AU2994
 AU2994.Superseded values are not recommended for survey control.
 AU2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2994.See file dsdata.txt to determine how the superseded data were derived.
 AU2994
 AU2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4423935091(NAD 83)
 AU2994_MARKER: 43 = RADIO/TV TOWER
 AU2994
 AU2994  HISTORY     - Date     Condition        Report By
 AU2994  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2994
 AU2994                          STATION DESCRIPTION
 AU2994
 AU2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2994'STATION IS LOCATED ON THE S SIDE OF LAKE BARRE AT THE TEXAS
 AU2994'CO. CAMP OF THEIR LAKE BARRE OIL FIELD.
 AU2994'
 AU2994'A SKELETON STEEL TOWER BUILT ON A PLATFORM AND 187 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3059 ***********************************************************************
 AU3059  DESIGNATION -  THE TEX CO LAKE PELTO FLD MST
 AU3059  PID         -  AU3059
 AU3059  STATE/COUNTY-  LA/TERREBONNE
 AU3059  USGS QUAD   -  EASTERN ISLES DERNIERES (1994)
 AU3059
 AU3059                         *CURRENT SURVEY CONTROL
 AU3059  ___________________________________________________________________
 AU3059* NAD 83(1992)-  29 05 40.66528(N)    090 39 30.39355(W)     ADJUSTED  
 AU3059* NAVD 88     -                                                        
 AU3059  ___________________________________________________________________
 AU3059  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AU3059  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AU3059
 AU3059  HORZ ORDER  -  THIRD
 AU3059
 AU3059.The horizontal coordinates were established by classical geodetic methods
 AU3059.and adjusted by the National Geodetic Survey in January 1993..
 AU3059
 AU3059
 AU3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3059
 AU3059.The geoid height was determined by GEOID03.
 AU3059
 AU3059;                    North         East     Units Scale Factor Converg.
 AU3059;SPC LA S     -    66,107.499 1,065,703.520   MT  1.00004981   +0 20 14.8
 AU3059;SPC LA S     -   216,887.69  3,496,395.63   sFT  1.00004981   +0 20 14.8
 AU3059;UTM  15      - 3,220,734.969   727,893.175   MT  1.00024092   +1 08 20.7
 AU3059
 AU3059                          SUPERSEDED SURVEY CONTROL
 AU3059
 AU3059  NAD 83(1986)-  29 05 40.68494(N)    090 39 30.40363(W) AD(       ) 4
 AU3059  NAD 27      -  29 05 39.88000(N)    090 39 30.08000(W) AD(       ) 3
 AU3059
 AU3059.Superseded values are not recommended for survey control.
 AU3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3059.See file dsdata.txt to determine how the superseded data were derived.
 AU3059
 AU3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2789320735(NAD 83)
 AU3059_MARKER: 42 = RADIO/TV MAST
 AU3059
 AU3059  HISTORY     - Date     Condition        Report By
 AU3059  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU3059
 AU3059                          STATION DESCRIPTION
 AU3059
 AU3059'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2074 ***********************************************************************
 BJ2074  DESIGNATION -  THETA CAP
 BJ2074  PID         -  BJ2074
 BJ2074  STATE/COUNTY-  LA/ST MARTIN
 BJ2074  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2074
 BJ2074                         *CURRENT SURVEY CONTROL
 BJ2074  ___________________________________________________________________
 BJ2074* NAD 83(1986)-  30 04 40.     (N)    091 28 26.     (W)     SCALED    
 BJ2074* NAVD 88     -         2.52   (+/-2cm)       8.3    (feet)  VERTCON   
 BJ2074  ___________________________________________________________________
 BJ2074  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ2074
 BJ2074  VERT ORDER  -  ? (See Below)
 BJ2074
 BJ2074.The horizontal coordinates were scaled from a topographic map and have
 BJ2074.an estimated accuracy of +/- 6 seconds.
 BJ2074
 BJ2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2074.The vertical order pertains to the NGVD 29 superseded value.
 BJ2074
 BJ2074.The geoid height was determined by GEOID03.
 BJ2074
 BJ2074;                    North         East    Units  Estimated Accuracy
 BJ2074;SPC LA S     -   174,900.      986,450.      MT  (+/- 180 meters Scaled)
 BJ2074
 BJ2074                          SUPERSEDED SURVEY CONTROL
 BJ2074
 BJ2074  NGVD 29 (??/??/??)    2.546  (m)            8.35   (f) ADJUSTED    ?  
 BJ2074
 BJ2074.Superseded values are not recommended for survey control.
 BJ2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2074.See file dsdata.txt to determine how the superseded data were derived.
 BJ2074
 BJ2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP470283(NAD 83)
 BJ2074_MARKER: P = PIPE CAP
 BJ2074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2074
 BJ2074  HISTORY     - Date     Condition        Report By
 BJ2074  HISTORY     - UNK      MONUMENTED       DOD
 BJ2074  HISTORY     - 1936     GOOD             DOD
 BJ2074
 BJ2074                          STATION DESCRIPTION
 BJ2074
 BJ2074'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2074'5.7 MI SE FROM BAYOU CHENE.
 BJ2074'ABOUT 5.5 MILES SOUTHEAST OF THE POST OFFICE AT BAYOU CHENE, ST.
 BJ2074'MARTIN PARISH, ON THE WEST BANK OF CHICOT PASS, ABOUT 3 MILES SOUTH OF
 BJ2074'THE MOUTH OF BIG BAYOU CHENE, ABOUT 1 MILE NORTH OF THE NICK BURNS
 BJ2074'RESIDENCE, ABOUT 1/4 MILE ABOVE A SMALL CHUTE BETWEEN A SAND BAR AND
 BJ2074'THE MAINLAND, IN SEC. 30, T. 11 S., R. 10 E., ON A HIGH BANK FORMERLY
 BJ2074'THE WEST BANK OF CHICOT PASS, IN A WILLOW THICKET, ABOUT 4,000 FEET
 BJ2074'BELOW THE LOWER END OF THE SAND BAR IN CHICOT PASS, AND ABOUT 230 FEET
 BJ2074'WEST OF STATION 148+00 OF THE CHICOT PASS CHANNEL BASE LINE.  AN IRON
 BJ2074'PIPE BEARING A CORPS OF ENGINERRS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2430 ***********************************************************************
 BK2430  DESIGNATION -  THEUNISSEN
 BK2430  PID         -  BK2430
 BK2430  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2430  USGS QUAD   -  JENNINGS (1993)
 BK2430
 BK2430                         *CURRENT SURVEY CONTROL
 BK2430  ___________________________________________________________________
 BK2430* NAD 83(1992)-  30 14 33.56105(N)    092 40 05.83492(W)     ADJUSTED  
 BK2430* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BK2430  **This station is located in a subsidence area (see below).
 BK2430  ___________________________________________________________________
 BK2430  X           -    -256,730.803 (meters)                     COMP
 BK2430  Y           -  -5,508,760.215 (meters)                     COMP
 BK2430  Z           -   3,193,630.169 (meters)                     COMP
 BK2430  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2430  ELLIP HEIGHT-         -21.16  (meters)          (01/02/04) GPS OBS
 BK2430  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2430  DYNAMIC HT  -           6.3   (meters)      21.    (feet)  COMP
 BK2430  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 BK2430
 BK2430  HORZ ORDER  -  THIRD
 BK2430  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK2430  ELLP ORDER  -  FOURTH    CLASS II
 BK2430
 BK2430.This mark is at Jennings Airport (3R7)
 BK2430
 BK2430.The horizontal coordinates were established by GPS observations
 BK2430.and adjusted by the National Geodetic Survey in January 1993..
 BK2430
 BK2430 ** The orthometric height has not been validated since last determined
 BK2430 ** by differential leveling and should not be used for control purposes.
 BK2430 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2430 ** area with valid NAVD 88 orthometric heights.
 BK2430 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2430 ** epoch indicated which incorporates improved geoid heights for the
 BK2430 ** Southern Louisiana Subsidence area.
 BK2430 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2430.The orthometric height was scaled from a topographic map.
 BK2430.The vertical order pertains to the first NAVD 88 superseded value.
 BK2430
 BK2430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2430
 BK2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2430
 BK2430.The ellipsoidal height was determined by GPS observations
 BK2430.and is referenced to NAD 83.
 BK2430
 BK2430.The geoid height was determined by GEOID03.
 BK2430
 BK2430.The dynamic height is computed by dividing the NAVD 88
 BK2430.geopotential number by the normal gravity value computed on the
 BK2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2430.degrees latitude (g = 980.6199 gals.).
 BK2430
 BK2430.The modeled gravity was interpolated from observed gravity values.
 BK2430
 BK2430;                    North         East     Units Scale Factor Converg.
 BK2430;SPC LA S     -   193,912.381   871,521.067   MT  0.99993461   -0 40 03.0
 BK2430;SPC LA S     -   636,194.20  2,859,315.37   sFT  0.99993461   -0 40 03.0
 BK2430;UTM  15      - 3,345,720.614   531,914.873   MT  0.99961257   +0 10 01.5
 BK2430
 BK2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2430!SPC LA S     -   1.00000332  x   0.99993461  =   0.99993793
 BK2430!UTM  15      -   1.00000332  x   0.99961257  =   0.99961589
 BK2430
 BK2430                          SUPERSEDED SURVEY CONTROL
 BK2430
 BK2430  ELLIP H (01/21/93)  -21.08   (m)                       GP(       ) 4 2
 BK2430  NAD 83(1986)-  30 14 33.58186(N)    092 40 05.82956(W) AD(       ) 3
 BK2430  NAD 27      -  30 14 32.83974(N)    092 40 05.32242(W) AD(       ) 3
 BK2430  NAVD 88 (06/15/91)    6.310  (m)           20.70   (f) UNKNOWN     1 2
 BK2430  NGVD 29 (11/20/87)    6.30   (m)           20.7    (f) LEVELING    3  
 BK2430
 BK2430.Superseded values are not recommended for survey control.
 BK2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2430.See file dsdata.txt to determine how the superseded data were derived.
 BK2430
 BK2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3191545721(NAD 83)
 BK2430_MARKER: DS = TRIANGULATION STATION DISK
 BK2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2430_SP_SET: CONCRETE POST
 BK2430_STAMPING: THEUNISSEN 1986
 BK2430_MARK LOGO: NGS   
 BK2430_PROJECTION: FLUSH
 BK2430_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2430+STABILITY: SURFACE MOTION
 BK2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2430+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1987
 BK2430
 BK2430  HISTORY     - Date     Condition        Report By
 BK2430  HISTORY     - 1986     MONUMENTED       LADTD
 BK2430  HISTORY     - 1986     GOOD             NGS
 BK2430  HISTORY     - 19870219 GOOD
 BK2430
 BK2430                          STATION DESCRIPTION
 BK2430
 BK2430'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 BK2430'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTHWEST OF JENNINGS,
 BK2430'AT THE JENNINGS AIRFIELD NEAR A WOODEN STRUCTURE THAT SUPPORTS A
 BK2430'WIND CONE.
 BK2430'OWNERSHIP--JEFFERSON DAVIS PARISH, FOR ENTRANCE TO THE AIRFIELD
 BK2430'CONTACT MR. JERRY THEUNISSEN AT THE JENNINGS AIRFIELD, JENNINGS,
 BK2430'LOUISIANA, 70546. TELEPHONE 318-824-5862.
 BK2430'
 BK2430'TO REACH THE STATION FROM THE STATE HIGHWAY 26 OVERPASS IN JENNINGS,
 BK2430'GO SOUTH ON HIGHWAY 26 FOR 1.6 KM (1 MI) TO AIRPORT ROAD. FROM THE
 BK2430'AIRFIELD OFFICE GO 0.16 KM (0.1 MI) TO THE NORTH-SOUTH RUNWAY. TURN
 BK2430'LEFT, NORTH, ALONG THE NORTH-SOUTH RUNWAY FOR 0.4 KM (0.25 MI) TO A
 BK2430'TAXIWAY LEADING NORTHEAST. TURN RIGHT, NORTHEAST, FOR 0.25 KM (0.15
 BK2430'MI) TO A SHELL TAXIWAY LEADING TO THE HOLIDAY INN. CONTINUE ALONG
 BK2430'SHELL TAXIWAY FOR 0.16 KM (0.1 MI), THEN RIGHT, SOUTH, FOR 0.16 KM
 BK2430'(0.1 MI) TO THE STATION NEAR THE WIND CONE.
 BK2430'
 BK2430'THE STATION IS A STANDARD NGS DISK
 BK2430'STAMPED---THEUNISSEN 1986---,
 BK2430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2430'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK2430'39.9 METERS (131 FT) WEST FROM THE CENTER A NORTH-SOUTH GRASS
 BK2430'RUNWAY,
 BK2430'12.8 METERS (42 FT) NORTH FROM THE NORTHEAST CORNER OF A WOODEN
 BK2430'STRUCTURE AND
 BK2430'3.0 METERS (10 FT) EAST FROM A WITNESS POST.
 BK2430'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK2430'STAMPED---THEUNISSEN 1986---,
 BK2430'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BK2430'
 BK2430'DESCRIBED BY R. COPP. TYPED BY WJR.
 BK2430
 BK2430                          STATION RECOVERY (1986)
 BK2430
 BK2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2430'1.0 KM (0.6 MI) WEST FROM JENNINGS.
 BK2430'0.45 KM (0.30 MI) WEST ALONG AIRPORT ROAD FROM THE JUNCTION OF STATE
 BK2430'HIGHWAY 26 IN JENNINGS TO THE MUNICIPAL AIRPORT, THENCE 0.55 KM (0.35
 BK2430'MI) NORTH TO A TRIANGULAR SHAPED STATION IDENTIFICATION MARKER AND THE
 BK2430'MARK ON THE LEFT, 14.36 METERS (47.1 FT) NORTH-NORTHEAST OF THE
 BK2430'NORTHWEST CORNER OF THE MARKER, 12.74 METERS (41.8 FT) NORTH-NORTHEAST
 BK2430'OF THE NORTHEAST CORNER OF THE MARKER. NOTE--THE AIRPORT MANAGER MUST
 BK2430'BE NOTIFIED BEFORE GAINING ACCESS TO THE MARK.
 BK2430'THE MARK IS 3.05 METERS  E FROM  A WITNESS POST
 BK2430'THE MARK IS ABOVE LEVEL WITH AIRPORT ROAD.
 BK2430
 BK2430                          STATION RECOVERY (1987)
 BK2430
 BK2430'RECOVERED 1987
 BK2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3198 ***********************************************************************
 AU3198  DESIGNATION -  THIBODAUX
 AU3198  PID         -  AU3198
 AU3198  STATE/COUNTY-  LA/LAFOURCHE
 AU3198  USGS QUAD   -  THIBODAUX (1983)
 AU3198
 AU3198                         *CURRENT SURVEY CONTROL
 AU3198  ___________________________________________________________________
 AU3198* NAD 83(1992)-  29 47 59.42036(N)    090 49 07.93108(W)     ADJUSTED  
 AU3198* NAVD 88     -         5.96   (+/-2cm)      19.6  **(feet)  VERTCON   
 AU3198  **This station is located in a subsidence area (see below).
 AU3198  ___________________________________________________________________
 AU3198  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3198  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AU3198
 AU3198  HORZ ORDER  -  FIRST
 AU3198  VERT ORDER  -  THIRD ? (See Below)
 AU3198
 AU3198.The horizontal coordinates were established by classical geodetic methods
 AU3198.and adjusted by the National Geodetic Survey in January 1993..
 AU3198
 AU3198 ** The orthometric height has not been validated since last determined
 AU3198 ** by differential leveling and should not be used for control purposes.
 AU3198 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3198 ** area with valid NAVD 88 orthometric heights.
 AU3198 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3198 ** epoch indicated which incorporates improved geoid heights for the
 AU3198 ** Southern Louisiana Subsidence area.
 AU3198 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3198.The vertical order pertains to the NGVD 29 superseded value.
 AU3198
 AU3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3198
 AU3198.The geoid height was determined by GEOID03.
 AU3198
 AU3198;                    North         East     Units Scale Factor Converg.
 AU3198;SPC LA S     -   144,191.660 1,049,734.434   MT  0.99993186   +0 15 26.1
 AU3198;SPC LA S     -   473,068.80  3,444,003.72   sFT  0.99993186   +0 15 26.1
 AU3198;UTM  15      - 3,298,600.977   710,811.799   MT  1.00014836   +1 05 03.7
 AU3198
 AU3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3198!SPC LA S     -   1.00000311  x   0.99993186  =   0.99993497
 AU3198!UTM  15      -   1.00000311  x   1.00014836  =   1.00015147
 AU3198
 AU3198:                Primary Azimuth Mark                     Grid Az
 AU3198:SPC LA S     -  LAVALLE PLANTATION SUGAR TK              022 08 20.0
 AU3198:UTM  15      -  LAVALLE PLANTATION SUGAR TK              021 18 42.4
 AU3198
 AU3198|---------------------------------------------------------------------|
 AU3198| PID    Reference Object                     Distance      Geod. Az  |
 AU3198|                                                           dddmmss.s |
 AU3198| AU3216 LAVALLE PLANTATION SUGAR TK         APPROX. 3.2 KM 0222346.1 |
 AU3198| AU3195 LA PLENE PLANTATION SUGAR TANK      APPROX. 4.9 KM 0701926.6 |
 AU3198| AU3197 THIBODAUX ST JOSEPHS CH N DOME      APPROX. 0.7 KM 1865300.7 |
 AU3198| AU3196 THIBODAUX ST JOSEPHS CH S DOME      APPROX. 0.7 KM 1871456.1 |
 AU3198| AU3217 THIBODAUX MUNICIPAL SPIPE           205.303 METERS 20742     |
 AU3198| DD8169 THIBODAUX RM 2                       99.444 METERS 25156     |
 AU3198| AU3218 LEIGHTON SUGAR MILL TANK            APPROX. 3.6 KM 2674354.4 |
 AU3198| AU3222 LABADIEVILLE WHITE CATHOLIC CH      APPROX.13.9 KM 2882624.4 |
 AU3198| AU3229 HIMALAYA SUGAR MILL TANK            APPROX.17.5 KM 2894832.0 |
 AU3198| AU3220 ROBICHAUX SUGAR MILL TANK           APPROX.15.4 KM 2953156.9 |
 AU3198| AU3223 LAUREL GROVE SUGAR MILL TANK        APPROX. 6.3 KM 2975048.5 |
 AU3198| DD8168 THIBODAUX RM 1                       41.267 METERS 34835     |
 AU3198|---------------------------------------------------------------------|
 AU3198
 AU3198                          SUPERSEDED SURVEY CONTROL
 AU3198
 AU3198  NAD 83(1986)-  29 47 59.44063(N)    090 49 07.93313(W) AD(       ) 1
 AU3198  NAD 27      -  29 47 58.69424(N)    090 49 07.60072(W) AD(       ) 1
 AU3198  NGVD 29 (07/19/86)    6.04   (m)           19.8    (f) LEVELING    3  
 AU3198
 AU3198.Superseded values are not recommended for survey control.
 AU3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3198.See file dsdata.txt to determine how the superseded data were derived.
 AU3198
 AU3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1081298601(NAD 83)
 AU3198_MARKER: DS = TRIANGULATION STATION DISK
 AU3198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3198
 AU3198  HISTORY     - Date     Condition        Report By
 AU3198  HISTORY     - 1931     MONUMENTED       CGS
 AU3198  HISTORY     - 1941     GOOD             LAGS
 AU3198  HISTORY     - 1942     SEE DESCRIPTION  LAGS
 AU3198  HISTORY     - 1957     MARK NOT FOUND   HUMBLE
 AU3198  HISTORY     - 1960     MARK NOT FOUND   CGS
 AU3198  HISTORY     - 1961     MARK NOT FOUND   LOCENG
 AU3198
 AU3198                          STATION DESCRIPTION
 AU3198
 AU3198'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU3198'STATION IS IN THE TOWN OF THIBODAUX, ON N SIDE OF BAYOU LA FOURCHE,
 AU3198'ON LAND OWNED BY THE TOWN.  TO REACH FROM THIBODAUX CROSS
 AU3198'BAYOU AT BRIDGE, THEN GO RIGHT (E) 0.15 MILE TO CITY PUMP
 AU3198'HOUSE.  STATION IS ON TOP OF LEVEE, ABOUT 340 FEET E OF CITY
 AU3198'PUMP HOUSE, 120 FEET S OF CENTER OF ROAD, AND ABOUT 120
 AU3198'FEET N OF BAYOU.
 AU3198'
 AU3198'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD
 AU3198'BRONZE DISKS SET IN CONCRETE.
 AU3198'
 AU3198'REFERENCE MARK NO. 1 IS IN FENCE LINE ON N SIDE OF ROAD,
 AU3198'ABOUT 330 FEET E OF PUMP HOUSE, AND 135.39 FEET FROM STATION
 AU3198'N 11 DEG 25 MIN W.
 AU3198'
 AU3198'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU3198'NW CORNER OF CONCRETE ABUTMENT ABOUT 2 FEET HIGH SURROUNDING
 AU3198'THE LAWN OF BAYOU SIDE OF PUMP HOUSE.  IT IS 11.1 FEET E OF
 AU3198'SE CORNER OF PUMP HOUSE, AND 326.26 FEET FROM STATION, S 71 DEG 56
 AU3198'MIN W.  THE FOLLOWING BEARINGS ARE FROM STATION--LAVALLE
 AU3198'PLANTATION, SUGAR MILL, TANK, N 22 DEG 24 MIN E.
 AU3198'LA PLENE PLANTATION, SUGAR MILL, TANK, N 70 DEG 19 MIN E.
 AU3198
 AU3198                          STATION RECOVERY (1941)
 AU3198
 AU3198'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1941
 AU3198'STATION RECOVERED AS DESCRIBED.
 AU3198
 AU3198                          STATION RECOVERY (1942)
 AU3198
 AU3198'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1942
 AU3198'SURFACE MARK ABOVE GROUND HAS BEEN REMOVED.  UNDERGROUND
 AU3198'MARK IS STILL THERE BUT IS OF NO USE.  DUE TO LOOSE GROUND,
 AU3198'MARK MOVES BY FOOT PRESSURE VERY EASILY.
 AU3198
 AU3198                          STATION RECOVERY (1957)
 AU3198
 AU3198'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1957 (GKM)
 AU3198'USC AND GS STATION THIBODAUX, 1931, IS COMPLETELY LOST.  A
 AU3198'SEARCH WAS MADE FOR THE UNDERGROUND MARK, AND IT TOO, IS LOST.
 AU3198'IT WAS LEARNED FROM THE PROPERTY OWNED THAT A BULLDOZER
 AU3198'LEVELED OFF THE RIDGE ON WHICH THIS STATION HAD BEEN LOCATED,
 AU3198'THEREBY DESTROYING BOTH THE SURFACE AND UNDERGROUND MARK.
 AU3198'
 AU3198'REFERENCE MARK 1 HAS BEEN TILTED AND ROTATED BY ROAD IMPROVEMENT
 AU3198'MACHINERY.  ARROW POINTS AWAY FROM WHERE STATION SHOULD BE.
 AU3198'
 AU3198'REFERENCE MARK 2 HAS BEEN PRESERVED.  IT IS NOW LOCATED INSIDE
 AU3198'THE CITY OF THIBODAUX FILTRATION PLANT.  ORIGINAL DESCRIPTION
 AU3198'NO LONGER FITS.
 AU3198
 AU3198                          STATION RECOVERY (1960)
 AU3198
 AU3198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 AU3198'THE STATION WAS VISITED 2-15-60 AND THE STATION MARK AND REFERENCE
 AU3198'MARK NO. 1 WERE FOUND TO BE DESTROYED.  REFERENCE MARK NO. 2 WAS
 AU3198'FOUND APPARENTLY IN GOOD CONDITION.  A NEW ADDITION WAS BUILT
 AU3198'TO THE CITY PUMP HOUSE AT WHICH TIME THE MARK WAS PRESERVED
 AU3198'AND LEFT IN THE BUILDING.  IT IS NOW INSIDE THE NEW ADDITION
 AU3198'OF THE BUILDING, 11 FEET EAST OF THE PARTATION IN THE BUILDING
 AU3198'WHICH WAS THE EAST WALL OF THE OLD BUILDING AND 8.7 FEET
 AU3198'NORTH OF THE INSIDE OF THE SOUTH WALL OF THE BUILDING.  IT
 AU3198'IS A STANDARD DISK STAMPED THIBODEAU NO. 1 1931, SET IN THE
 AU3198'NORTHEAST CORNER OF A RAISED PLATFORM IN THE SOUTHEAST
 AU3198'CORNER OF THE NEW PORTION OF THE BUILDING.
 AU3198
 AU3198                          STATION RECOVERY (1961)
 AU3198
 AU3198'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 AU3198'RECOVERED BY UNION TX NAT GAS CORP
 AU3198'
 AU3198'STATION NOT RECOVERED, BELIEVED DESTROYED.  UNDERGROUND MARK
 AU3198'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3208 ***********************************************************************
 AU3208  DESIGNATION -  THIBODAUX BELL TEL MICROWAVE
 AU3208  PID         -  AU3208
 AU3208  STATE/COUNTY-  LA/LAFOURCHE
 AU3208  USGS QUAD   -  THIBODAUX (1983)
 AU3208
 AU3208                         *CURRENT SURVEY CONTROL
 AU3208  ___________________________________________________________________
 AU3208* NAD 83(1992)-  29 47 11.26742(N)    090 49 16.50586(W)     ADJUSTED  
 AU3208* NAVD 88     -                                                        
 AU3208  **This station is located in a subsidence area (see below).
 AU3208  ___________________________________________________________________
 AU3208  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU3208  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU3208
 AU3208  HORZ ORDER  -  THIRD
 AU3208
 AU3208.The horizontal coordinates were established by classical geodetic methods
 AU3208.and adjusted by the National Geodetic Survey in January 1993..
 AU3208
 AU3208 ** The orthometric height has not been validated since last determined
 AU3208 ** by differential leveling and should not be used for control purposes.
 AU3208 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3208 ** area with valid NAVD 88 orthometric heights.
 AU3208 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3208 ** epoch indicated which incorporates improved geoid heights for the
 AU3208 ** Southern Louisiana Subsidence area.
 AU3208 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3208
 AU3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3208
 AU3208.The geoid height was determined by GEOID03.
 AU3208
 AU3208;                    North         East     Units Scale Factor Converg.
 AU3208;SPC LA S     -   142,708.049 1,049,510.799   MT  0.99993270   +0 15 21.8
 AU3208;SPC LA S     -   468,201.32  3,443,270.01   sFT  0.99993270   +0 15 21.8
 AU3208;UTM  15      - 3,297,113.972   710,609.555   MT  1.00014731   +1 04 57.8
 AU3208
 AU3208                          SUPERSEDED SURVEY CONTROL
 AU3208
 AU3208  NAD 83(1986)-  29 47 11.28742(N)    090 49 16.50810(W) AD(       ) 4
 AU3208  NAD 27      -  29 47 10.53690(N)    090 49 16.17302(W) AD(       ) 3
 AU3208
 AU3208.Superseded values are not recommended for survey control.
 AU3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3208.See file dsdata.txt to determine how the superseded data were derived.
 AU3208
 AU3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1061097114(NAD 83)
 AU3208
 AU3208  HISTORY     - Date     Condition        Report By
 AU3208  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3208
 AU3208                          STATION DESCRIPTION
 AU3208
 AU3208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3208'THE THIBODAUX, SOUTH CENTRAL BELL TELEPHONE COMPANY MICROWAVE KGG 21
 AU3208'IS LOCATED IN THIBODAUX AT THE INTERSECTION OF PRESIDENT AND BACK
 AU3208'STREETS AND IS OWNED BY THE SOUTH CENTRAL BELL TELEPHONE COMPANY.
 AU3208'
 AU3208'IT IS A FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE, PAINTED
 AU3208'ALTERNATELY RED AND WHITE WITH TWO LARGE VOICE MIRRORS AT THE TOP.
 AU3208'
 AU3208'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3201 ***********************************************************************
 AU3201  DESIGNATION -  THIBODAUX E WATER TANK
 AU3201  PID         -  AU3201
 AU3201  STATE/COUNTY-  LA/LAFOURCHE
 AU3201  USGS QUAD   -  THIBODAUX (1983)
 AU3201
 AU3201                         *CURRENT SURVEY CONTROL
 AU3201  ___________________________________________________________________
 AU3201* NAD 83(1992)-  29 47 43.78515(N)    090 47 48.22646(W)     ADJUSTED  
 AU3201* NAVD 88     -                                                        
 AU3201  **This station is located in a subsidence area (see below).
 AU3201  ___________________________________________________________________
 AU3201  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AU3201  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AU3201
 AU3201  HORZ ORDER  -  THIRD
 AU3201
 AU3201.The horizontal coordinates were established by classical geodetic methods
 AU3201.and adjusted by the National Geodetic Survey in January 1993..
 AU3201
 AU3201 ** The orthometric height has not been validated since last determined
 AU3201 ** by differential leveling and should not be used for control purposes.
 AU3201 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3201 ** area with valid NAVD 88 orthometric heights.
 AU3201 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3201 ** epoch indicated which incorporates improved geoid heights for the
 AU3201 ** Southern Louisiana Subsidence area.
 AU3201 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3201
 AU3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3201
 AU3201.The geoid height was determined by GEOID03.
 AU3201
 AU3201;                    North         East     Units Scale Factor Converg.
 AU3201;SPC LA S     -   143,720.085 1,051,877.017   MT  0.99993213   +0 16 05.9
 AU3201;SPC LA S     -   471,521.65  3,451,033.18   sFT  0.99993213   +0 16 05.9
 AU3201;UTM  15      - 3,298,160.278   712,961.443   MT  1.00015960   +1 05 42.8
 AU3201
 AU3201                          SUPERSEDED SURVEY CONTROL
 AU3201
 AU3201  NAD 83(1986)-  29 47 43.80454(N)    090 47 48.22866(W) AD(       ) 4
 AU3201  NAD 27      -  29 47 43.05411(N)    090 47 47.89718(W) AD(       ) 3
 AU3201
 AU3201.Superseded values are not recommended for survey control.
 AU3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3201.See file dsdata.txt to determine how the superseded data were derived.
 AU3201
 AU3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1296198160(NAD 83)
 AU3201_MARKER: 53 = ELEVATED TANK
 AU3201
 AU3201  HISTORY     - Date     Condition        Report By
 AU3201  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3201
 AU3201                          STATION DESCRIPTION
 AU3201
 AU3201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3201'THE THIBODAUX, EAST WATER TANK IS LOCATED IN THE EASTERN EDGE OF
 AU3201'THIBODAUX AND IS OWNED BY THE LAFOURCHE PARISH WATER DIST. 1.  IT IS
 AU3201'BETWEEN STATE HIGHWAY 1 AND BAYOU LAFOURCHE.
 AU3201'
 AU3201'IT IS A SIX TUBULAR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 AU3201'PROPER, PAINTED SILVER WITH BLACK LETTERING LAFOURCHE PARISH WATER
 AU3201'DIST 1 E.  THIBODAUX.  IT HAS AN OVERALL HEIGHT OF 140 FEET.
 AU3201'
 AU3201'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3206 ***********************************************************************
 AU3206  DESIGNATION -  THIBODAUX J L ENGRING CO MAST
 AU3206  PID         -  AU3206
 AU3206  STATE/COUNTY-  LA/LAFOURCHE
 AU3206  USGS QUAD   -  THIBODAUX (1983)
 AU3206
 AU3206                         *CURRENT SURVEY CONTROL
 AU3206  ___________________________________________________________________
 AU3206* NAD 83(1992)-  29 48 23.04835(N)    090 49 10.31506(W)     ADJUSTED  
 AU3206* NAVD 88     -                                                        
 AU3206  **This station is located in a subsidence area (see below).
 AU3206  ___________________________________________________________________
 AU3206  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3206  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AU3206
 AU3206  HORZ ORDER  -  THIRD
 AU3206
 AU3206.The horizontal coordinates were established by classical geodetic methods
 AU3206.and adjusted by the National Geodetic Survey in January 1993..
 AU3206
 AU3206 ** The orthometric height has not been validated since last determined
 AU3206 ** by differential leveling and should not be used for control purposes.
 AU3206 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3206 ** area with valid NAVD 88 orthometric heights.
 AU3206 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3206 ** epoch indicated which incorporates improved geoid heights for the
 AU3206 ** Southern Louisiana Subsidence area.
 AU3206 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3206
 AU3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3206
 AU3206.The geoid height was determined by GEOID03.
 AU3206
 AU3206;                    North         East     Units Scale Factor Converg.
 AU3206;SPC LA S     -   144,918.856 1,049,667.155   MT  0.99993147   +0 15 24.9
 AU3206;SPC LA S     -   475,454.61  3,443,782.99   sFT  0.99993147   +0 15 24.9
 AU3206;UTM  15      - 3,299,327.282   710,734.011   MT  1.00014795   +1 05 03.3
 AU3206
 AU3206                          SUPERSEDED SURVEY CONTROL
 AU3206
 AU3206  NAD 83(1986)-  29 48 23.06792(N)    090 49 10.31687(W) AD(       ) 4
 AU3206  NAD 27      -  29 48 22.31946(N)    090 49 09.98297(W) AD(       ) 3
 AU3206
 AU3206.Superseded values are not recommended for survey control.
 AU3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3206.See file dsdata.txt to determine how the superseded data were derived.
 AU3206
 AU3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1073499327(NAD 83)
 AU3206
 AU3206  HISTORY     - Date     Condition        Report By
 AU3206  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3206
 AU3206                          STATION DESCRIPTION
 AU3206
 AU3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3206'THE THIBODAUX, J. L. ENGINEERING COMPANY INCORPORATED KEW 263 MAST IS
 AU3206'LOCATED ABOUT 1 MILE NORTH OF THIBODAUX ALONG THE EAST SIDE OF STATE
 AU3206'HIGHWAY 20 AT THE SITE OF J. L. ENGINEERING COMPANY INCORPORATED
 AU3206'OFFICES.
 AU3206'
 AU3206'IT IS A TRIANGULAR IN CROSS SECTION STEEL STRUCTURE, GUYED, PAINTED
 AU3206'ALTERNATELY RED AND WHITE BY SECTIONS AND HAS AN OVERALL HEIGHT OF
 AU3206'310 FEET.
 AU3206'
 AU3206'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3175 ***********************************************************************
 AU3175  DESIGNATION -  THIBODAUX LAFOURCHE COMM MAST
 AU3175  PID         -  AU3175
 AU3175  STATE/COUNTY-  LA/LAFOURCHE
 AU3175  USGS QUAD   -  SAVOIE (1980)
 AU3175
 AU3175                         *CURRENT SURVEY CONTROL
 AU3175  ___________________________________________________________________
 AU3175* NAD 83(1992)-  29 43 54.79129(N)    090 44 11.76834(W)     ADJUSTED  
 AU3175* NAVD 88     -                                                        
 AU3175  **This station is located in a subsidence area (see below).
 AU3175  ___________________________________________________________________
 AU3175  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3175  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AU3175
 AU3175  HORZ ORDER  -  THIRD
 AU3175
 AU3175.The horizontal coordinates were established by classical geodetic methods
 AU3175.and adjusted by the National Geodetic Survey in January 1993..
 AU3175
 AU3175 ** The orthometric height has not been validated since last determined
 AU3175 ** by differential leveling and should not be used for control purposes.
 AU3175 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3175 ** area with valid NAVD 88 orthometric heights.
 AU3175 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3175 ** epoch indicated which incorporates improved geoid heights for the
 AU3175 ** Southern Louisiana Subsidence area.
 AU3175 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3175
 AU3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3175
 AU3175.The geoid height was determined by GEOID03.
 AU3175
 AU3175;                    North         East     Units Scale Factor Converg.
 AU3175;SPC LA S     -   136,698.384 1,057,726.581   MT  0.99993670   +0 17 54.1
 AU3175;SPC LA S     -   448,484.61  3,470,224.62   sFT  0.99993670   +0 17 54.1
 AU3175;UTM  15      - 3,291,221.937   718,913.029   MT  1.00019133   +1 07 22.7
 AU3175
 AU3175                          SUPERSEDED SURVEY CONTROL
 AU3175
 AU3175  NAD 83(1986)-  29 43 54.81054(N)    090 44 11.77056(W) AD(       ) 4
 AU3175  NAD 27      -  29 43 54.05273(N)    090 44 11.44533(W) AD(       ) 3
 AU3175
 AU3175.Superseded values are not recommended for survey control.
 AU3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3175.See file dsdata.txt to determine how the superseded data were derived.
 AU3175
 AU3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1891391222(NAD 83)
 AU3175_MARKER: 42 = RADIO/TV MAST
 AU3175
 AU3175  HISTORY     - Date     Condition        Report By
 AU3175  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3175
 AU3175                          STATION DESCRIPTION
 AU3175
 AU3175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3175'THE THIBODAUX, LAFOURCHE COMMUNICATIONS INCORPORATED CABLE TELEVISION
 AU3175'MAST IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF THIBODAUX AND 8-1/2
 AU3175'MILES WEST OF RACELAND.  IT IS OWNED BY THE LAFOURCHE
 AU3175'COMMUNICATIONS INCORPORATED OF THIBODAUX, LOUISIANA.
 AU3175'
 AU3175'IT IS A TRIANGULAR IN CROSS SECTION STEEL STRUCTURE, GUYED, PAINTED
 AU3175'ALTERNATELY RED AND WHITE BY SECTION AND HAS NUMEROUS ANTENNAE
 AU3175'ATTACHED.  IT HAS AN OVERALL HEIGHT OF 490 FEET.
 AU3175'
 AU3175'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3207 ***********************************************************************
 AU3207  DESIGNATION -  THIBODAUX MUN TANK
 AU3207  PID         -  AU3207
 AU3207  STATE/COUNTY-  LA/LAFOURCHE
 AU3207  USGS QUAD   -  THIBODAUX (1983)
 AU3207
 AU3207                         *CURRENT SURVEY CONTROL
 AU3207  ___________________________________________________________________
 AU3207* NAD 83(1992)-  29 47 33.44061(N)    090 49 15.00195(W)     ADJUSTED  
 AU3207* NAVD 88     -                                                        
 AU3207  **This station is located in a subsidence area (see below).
 AU3207  ___________________________________________________________________
 AU3207  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3207  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AU3207
 AU3207  HORZ ORDER  -  THIRD
 AU3207
 AU3207.The horizontal coordinates were established by classical geodetic methods
 AU3207.and adjusted by the National Geodetic Survey in January 1993..
 AU3207
 AU3207 ** The orthometric height has not been validated since last determined
 AU3207 ** by differential leveling and should not be used for control purposes.
 AU3207 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3207 ** area with valid NAVD 88 orthometric heights.
 AU3207 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3207 ** epoch indicated which incorporates improved geoid heights for the
 AU3207 ** Southern Louisiana Subsidence area.
 AU3207 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3207
 AU3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3207
 AU3207.The geoid height was determined by GEOID03.
 AU3207
 AU3207;                    North         East     Units Scale Factor Converg.
 AU3207;SPC LA S     -   143,390.919 1,049,548.136   MT  0.99993231   +0 15 22.5
 AU3207;SPC LA S     -   470,441.71  3,443,392.51   sFT  0.99993231   +0 15 22.5
 AU3207;UTM  15      - 3,297,797.457   710,637.040   MT  1.00014745   +1 04 59.3
 AU3207
 AU3207                          SUPERSEDED SURVEY CONTROL
 AU3207
 AU3207  NAD 83(1986)-  29 47 33.46013(N)    090 49 15.00393(W) AD(       ) 4
 AU3207  NAD 27      -  29 47 32.70986(N)    090 49 14.66975(W) AD(       ) 3
 AU3207
 AU3207.Superseded values are not recommended for survey control.
 AU3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3207.See file dsdata.txt to determine how the superseded data were derived.
 AU3207
 AU3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1063797797(NAD 83)
 AU3207_MARKER: 53 = ELEVATED TANK
 AU3207
 AU3207  HISTORY     - Date     Condition        Report By
 AU3207  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3207
 AU3207                          STATION DESCRIPTION
 AU3207
 AU3207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3207'THE THIBODAUX, MUNICIPAL WATER TANK IS LOCATED IN THE CITY OF
 AU3207'THIBODAUX AT THE INTERSECTION OF CANAL BOULEVARD AND WEST NINTH
 AU3207'STREET.  IT IS OWNED BY THE CITY OF THIBODAUX.
 AU3207'
 AU3207'IT IS A SIX LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AU3207'PAINTED SILVER AND HAS AN OVERALL HEIGHT OF 140 FEET.
 AU3207'
 AU3207'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3217 ***********************************************************************
 AU3217  DESIGNATION -  THIBODAUX MUNICIPAL SPIPE
 AU3217  PID         -  AU3217
 AU3217  STATE/COUNTY-  LA/LAFOURCHE
 AU3217  USGS QUAD   -  THIBODAUX (1983)
 AU3217
 AU3217                         *CURRENT SURVEY CONTROL
 AU3217  ___________________________________________________________________
 AU3217* NAD 83(1992)-  29 47 53.51666(N)    090 49 11.48403(W)     ADJUSTED  
 AU3217* NAVD 88     -                                                        
 AU3217  **This station is located in a subsidence area (see below).
 AU3217  ___________________________________________________________________
 AU3217  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3217  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AU3217
 AU3217  HORZ ORDER  -  THIRD
 AU3217
 AU3217.The horizontal coordinates were established by classical geodetic methods
 AU3217.and adjusted by the National Geodetic Survey in January 1993..
 AU3217
 AU3217 ** The orthometric height has not been validated since last determined
 AU3217 ** by differential leveling and should not be used for control purposes.
 AU3217 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3217 ** area with valid NAVD 88 orthometric heights.
 AU3217 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3217 ** epoch indicated which incorporates improved geoid heights for the
 AU3217 ** Southern Louisiana Subsidence area.
 AU3217 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3217
 AU3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3217
 AU3217.The geoid height was determined by GEOID03.
 AU3217
 AU3217;                    North         East     Units Scale Factor Converg.
 AU3217;SPC LA S     -   144,009.463 1,049,639.840   MT  0.99993196   +0 15 24.3
 AU3217;SPC LA S     -   472,471.05  3,443,693.38   sFT  0.99993196   +0 15 24.3
 AU3217;UTM  15      - 3,298,417.394   710,719.826   MT  1.00014788   +1 05 01.7
 AU3217
 AU3217                          SUPERSEDED SURVEY CONTROL
 AU3217
 AU3217  NAD 83(1986)-  29 47 53.53720(N)    090 49 11.48594(W) AD(       ) 4
 AU3217  NAD 27      -  29 47 52.79000(N)    090 49 11.15200(W) AD(       ) 3
 AU3217
 AU3217.Superseded values are not recommended for survey control.
 AU3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3217.See file dsdata.txt to determine how the superseded data were derived.
 AU3217
 AU3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1072098417(NAD 83)
 AU3217_MARKER: 52 = STANDPIPE TANK
 AU3217
 AU3217  HISTORY     - Date     Condition        Report By
 AU3217  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU3217
 AU3217                          STATION DESCRIPTION
 AU3217
 AU3217'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3203 ***********************************************************************
 AU3203  DESIGNATION -  THIBODAUX S MUN TANK
 AU3203  PID         -  AU3203
 AU3203  STATE/COUNTY-  LA/LAFOURCHE
 AU3203  USGS QUAD   -  THIBODAUX (1983)
 AU3203
 AU3203                         *CURRENT SURVEY CONTROL
 AU3203  ___________________________________________________________________
 AU3203* NAD 83(1992)-  29 46 53.57379(N)    090 48 38.63605(W)     ADJUSTED  
 AU3203* NAVD 88     -                                                        
 AU3203  **This station is located in a subsidence area (see below).
 AU3203  ___________________________________________________________________
 AU3203  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3203  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AU3203
 AU3203  HORZ ORDER  -  THIRD
 AU3203
 AU3203.The horizontal coordinates were established by classical geodetic methods
 AU3203.and adjusted by the National Geodetic Survey in January 1993..
 AU3203
 AU3203 ** The orthometric height has not been validated since last determined
 AU3203 ** by differential leveling and should not be used for control purposes.
 AU3203 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3203 ** area with valid NAVD 88 orthometric heights.
 AU3203 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3203 ** epoch indicated which incorporates improved geoid heights for the
 AU3203 ** Southern Louisiana Subsidence area.
 AU3203 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3203
 AU3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3203
 AU3203.The geoid height was determined by GEOID03.
 AU3203
 AU3203;                    North         East     Units Scale Factor Converg.
 AU3203;SPC LA S     -   142,167.872 1,050,530.348   MT  0.99993303   +0 15 40.7
 AU3203;SPC LA S     -   466,429.09  3,446,614.98   sFT  0.99993303   +0 15 40.7
 AU3203;UTM  15      - 3,296,588.446   711,637.013   MT  1.00015266   +1 05 16.1
 AU3203
 AU3203                          SUPERSEDED SURVEY CONTROL
 AU3203
 AU3203  NAD 83(1986)-  29 46 53.59345(N)    090 48 38.63825(W) AD(       ) 4
 AU3203  NAD 27      -  29 46 52.84221(N)    090 48 38.30481(W) AD(       ) 3
 AU3203
 AU3203.Superseded values are not recommended for survey control.
 AU3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3203.See file dsdata.txt to determine how the superseded data were derived.
 AU3203
 AU3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1163796588(NAD 83)
 AU3203_MARKER: 53 = ELEVATED TANK
 AU3203
 AU3203  HISTORY     - Date     Condition        Report By
 AU3203  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3203
 AU3203                          STATION DESCRIPTION
 AU3203
 AU3203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3203'THE THIBODAUX, SOUTH MUNICIPAL WATER TANK IS LOCATED IN THE
 AU3203'SOUTHEASTERN SECTION OF THIBODAUX AT THE CITY ELECTRIC PLANT.  IT IS
 AU3203'OWNED BY THE CITY OF THIBODAUX.
 AU3203'
 AU3203'IT IS A NINE LEGGED SELF SUPPORTED STEEL STRUCTURE SUPPORTING THE
 AU3203'TANK PROPER, PAINTED LIGHT BLUE AND BLUE WITH DARK BLUE LETTERING
 AU3203'CITY OF THIBODAUX AND HAS AN OVERALL HEIGHT OF 160 FEET.
 AU3203'
 AU3203'POINT INTERSECTED WAS THE VENT AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3212 ***********************************************************************
 AU3212  DESIGNATION -  THIBODAUX SOUTHDOWN STACK
 AU3212  PID         -  AU3212
 AU3212  STATE/COUNTY-  LA/LAFOURCHE
 AU3212  USGS QUAD   -  THIBODAUX (1983)
 AU3212
 AU3212                         *CURRENT SURVEY CONTROL
 AU3212  ___________________________________________________________________
 AU3212* NAD 83(1992)-  29 49 19.06154(N)    090 51 49.64436(W)     ADJUSTED  
 AU3212* NAVD 88     -                                                        
 AU3212  **This station is located in a subsidence area (see below).
 AU3212  ___________________________________________________________________
 AU3212  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU3212  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AU3212
 AU3212  HORZ ORDER  -  THIRD
 AU3212
 AU3212.The horizontal coordinates were established by classical geodetic methods
 AU3212.and adjusted by the National Geodetic Survey in January 1993..
 AU3212
 AU3212 ** The orthometric height has not been validated since last determined
 AU3212 ** by differential leveling and should not be used for control purposes.
 AU3212 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3212 ** area with valid NAVD 88 orthometric heights.
 AU3212 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3212 ** epoch indicated which incorporates improved geoid heights for the
 AU3212 ** Southern Louisiana Subsidence area.
 AU3212 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3212
 AU3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3212
 AU3212.The geoid height was determined by GEOID03.
 AU3212
 AU3212;                    North         East     Units Scale Factor Converg.
 AU3212;SPC LA S     -   146,625.094 1,045,381.853   MT  0.99993059   +0 14 05.2
 AU3212;SPC LA S     -   481,052.50  3,429,723.63   sFT  0.99993059   +0 14 05.2
 AU3212;UTM  15      - 3,300,971.781   706,423.624   MT  1.00012576   +1 03 45.8
 AU3212
 AU3212                          SUPERSEDED SURVEY CONTROL
 AU3212
 AU3212  NAD 83(1986)-  29 49 19.08123(N)    090 51 49.64553(W) AD(       ) 4
 AU3212  NAD 27      -  29 49 18.33521(N)    090 51 49.30902(W) AD(       ) 3
 AU3212
 AU3212.Superseded values are not recommended for survey control.
 AU3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3212.See file dsdata.txt to determine how the superseded data were derived.
 AU3212
 AU3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0642400972(NAD 83)
 AU3212_MARKER: 63 = STACK
 AU3212
 AU3212  HISTORY     - Date     Condition        Report By
 AU3212  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3212
 AU3212                          STATION DESCRIPTION
 AU3212
 AU3212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3212'THE THIBODAUX, SOUTHDOWN SUGARS INCORPORATED STACK IS LOCATED ABOUT
 AU3212'2 MILES EAST OF LAUREL GROVE AND 2 MILES NORTHWEST OF THIBODAUX AT
 AU3212'THE SOUTHDOWN SUGARS REFINERY PLANT.
 AU3212'
 AU3212'IT IS OF BRICK CONSTRUCTION PAINTED BLACK IN COLOR AND HAS AN
 AU3212'OVERALL HEIGHT OF 155 FEET.
 AU3212'
 AU3212'POINT INTERSECTED WAS THE APPROXIMATE CENTER AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3196 ***********************************************************************
 AU3196  DESIGNATION -  THIBODAUX ST JOSEPHS CH S DOME
 AU3196  PID         -  AU3196
 AU3196  STATE/COUNTY-  LA/LAFOURCHE
 AU3196  USGS QUAD   -  THIBODAUX (1983)
 AU3196
 AU3196                         *CURRENT SURVEY CONTROL
 AU3196  ___________________________________________________________________
 AU3196* NAD 83(1992)-  29 47 36.50517(N)    090 49 11.27280(W)     ADJUSTED  
 AU3196* NAVD 88     -                                                        
 AU3196  **This station is located in a subsidence area (see below).
 AU3196  ___________________________________________________________________
 AU3196  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3196  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AU3196
 AU3196  HORZ ORDER  -  THIRD
 AU3196
 AU3196.The horizontal coordinates were established by classical geodetic methods
 AU3196.and adjusted by the National Geodetic Survey in January 1993..
 AU3196
 AU3196 ** The orthometric height has not been validated since last determined
 AU3196 ** by differential leveling and should not be used for control purposes.
 AU3196 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3196 ** area with valid NAVD 88 orthometric heights.
 AU3196 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3196 ** epoch indicated which incorporates improved geoid heights for the
 AU3196 ** Southern Louisiana Subsidence area.
 AU3196 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3196
 AU3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3196
 AU3196.The geoid height was determined by GEOID03.
 AU3196
 AU3196;                    North         East     Units Scale Factor Converg.
 AU3196;SPC LA S     -   143,485.722 1,049,647.860   MT  0.99993226   +0 15 24.4
 AU3196;SPC LA S     -   470,752.74  3,443,719.69   sFT  0.99993226   +0 15 24.4
 AU3196;UTM  15      - 3,297,893.710   710,735.407   MT  1.00014796   +1 05 01.3
 AU3196
 AU3196                          SUPERSEDED SURVEY CONTROL
 AU3196
 AU3196  NAD 83(1986)-  29 47 36.52578(N)    090 49 11.27488(W) AD(       ) 4
 AU3196  NAD 27      -  29 47 35.77703(N)    090 49 10.94273(W) AD(       ) 3
 AU3196
 AU3196.Superseded values are not recommended for survey control.
 AU3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3196.See file dsdata.txt to determine how the superseded data were derived.
 AU3196
 AU3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1073597894(NAD 83)
 AU3196_MARKER: 87 = DOME
 AU3196
 AU3196  HISTORY     - Date     Condition        Report By
 AU3196  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU3196
 AU3196                          STATION DESCRIPTION
 AU3196
 AU3196'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3197 ***********************************************************************
 AU3197  DESIGNATION -  THIBODAUX ST JOSEPHS CH N DOME
 AU3197  PID         -  AU3197
 AU3197  STATE/COUNTY-  LA/LAFOURCHE
 AU3197  USGS QUAD   -  THIBODAUX (1983)
 AU3197
 AU3197                         *CURRENT SURVEY CONTROL
 AU3197  ___________________________________________________________________
 AU3197* NAD 83(1992)-  29 47 37.04472(N)    090 49 11.02801(W)     ADJUSTED  
 AU3197* NAVD 88     -                                                        
 AU3197  **This station is located in a subsidence area (see below).
 AU3197  ___________________________________________________________________
 AU3197  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3197  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AU3197
 AU3197  HORZ ORDER  -  THIRD
 AU3197
 AU3197.The horizontal coordinates were established by classical geodetic methods
 AU3197.and adjusted by the National Geodetic Survey in January 1993..
 AU3197
 AU3197 ** The orthometric height has not been validated since last determined
 AU3197 ** by differential leveling and should not be used for control purposes.
 AU3197 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3197 ** area with valid NAVD 88 orthometric heights.
 AU3197 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3197 ** epoch indicated which incorporates improved geoid heights for the
 AU3197 ** Southern Louisiana Subsidence area.
 AU3197 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3197
 AU3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3197
 AU3197.The geoid height was determined by GEOID03.
 AU3197
 AU3197;                    North         East     Units Scale Factor Converg.
 AU3197;SPC LA S     -   143,502.364 1,049,654.359   MT  0.99993225   +0 15 24.5
 AU3197;SPC LA S     -   470,807.34  3,443,741.01   sFT  0.99993225   +0 15 24.5
 AU3197;UTM  15      - 3,297,910.447   710,741.667   MT  1.00014799   +1 05 01.4
 AU3197
 AU3197                          SUPERSEDED SURVEY CONTROL
 AU3197
 AU3197  NAD 83(1986)-  29 47 37.06531(N)    090 49 11.03009(W) AD(       ) 4
 AU3197  NAD 27      -  29 47 36.31561(N)    090 49 10.69778(W) AD(       ) 3
 AU3197
 AU3197.Superseded values are not recommended for survey control.
 AU3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3197.See file dsdata.txt to determine how the superseded data were derived.
 AU3197
 AU3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1074297910(NAD 83)
 AU3197_MARKER: 87 = DOME
 AU3197
 AU3197  HISTORY     - Date     Condition        Report By
 AU3197  HISTORY     - 1931     FIRST OBSERVED   CGS
 AU3197
 AU3197                          STATION DESCRIPTION
 AU3197
 AU3197'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3209 ***********************************************************************
 AU3209  DESIGNATION -  THIBODAUX W WATER TANK
 AU3209  PID         -  AU3209
 AU3209  STATE/COUNTY-  LA/LAFOURCHE
 AU3209  USGS QUAD   -  THIBODAUX (1983)
 AU3209
 AU3209                         *CURRENT SURVEY CONTROL
 AU3209  ___________________________________________________________________
 AU3209* NAD 83(1992)-  29 48 00.33345(N)    090 50 18.03387(W)     ADJUSTED  
 AU3209* NAVD 88     -                                                        
 AU3209  **This station is located in a subsidence area (see below).
 AU3209  ___________________________________________________________________
 AU3209  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU3209  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AU3209
 AU3209  HORZ ORDER  -  THIRD
 AU3209
 AU3209.The horizontal coordinates were established by classical geodetic methods
 AU3209.and adjusted by the National Geodetic Survey in January 1993..
 AU3209
 AU3209 ** The orthometric height has not been validated since last determined
 AU3209 ** by differential leveling and should not be used for control purposes.
 AU3209 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3209 ** area with valid NAVD 88 orthometric heights.
 AU3209 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3209 ** epoch indicated which incorporates improved geoid heights for the
 AU3209 ** Southern Louisiana Subsidence area.
 AU3209 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3209
 AU3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3209
 AU3209.The geoid height was determined by GEOID03.
 AU3209
 AU3209;                    North         East     Units Scale Factor Converg.
 AU3209;SPC LA S     -   144,211.482 1,047,851.823   MT  0.99993185   +0 14 51.0
 AU3209;SPC LA S     -   473,133.84  3,437,827.19   sFT  0.99993185   +0 14 51.0
 AU3209;UTM  15      - 3,298,593.617   708,928.700   MT  1.00013860   +1 04 28.8
 AU3209
 AU3209                          SUPERSEDED SURVEY CONTROL
 AU3209
 AU3209  NAD 83(1986)-  29 48 00.35209(N)    090 50 18.03317(W) AD(       ) 4
 AU3209  NAD 27      -  29 47 59.60334(N)    090 50 17.69757(W) AD(       ) 3
 AU3209
 AU3209.Superseded values are not recommended for survey control.
 AU3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3209.See file dsdata.txt to determine how the superseded data were derived.
 AU3209
 AU3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0892998594(NAD 83)
 AU3209_MARKER: 53 = ELEVATED TANK
 AU3209
 AU3209  HISTORY     - Date     Condition        Report By
 AU3209  HISTORY     - 1972     FIRST OBSERVED   NGS
 AU3209
 AU3209                          STATION DESCRIPTION
 AU3209
 AU3209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3209'THE THIBODAUX, WEST WATER TANK IS LOCATED ABOUT 3 MILES SOUTHEAST OF
 AU3209'LAUREL GROVE, 1 MILE NORTHWEST OF THIBODAUX AND 0.1 MILE NORTH OF
 AU3209'BAYOU LAFOURCHE.  IT IS OWNED BY THE LAFOURCHE PARISH WATER DIST 1.
 AU3209'
 AU3209'IT IS A FIVE LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AU3209'PAINTED SILVER WITH BLACK LETTERING LAFOURCHE PARISH WATER DISTRICT
 AU3209'NO 1 W. THIBODAUX AND HAS AN OVERALL HEIGHT OF 140 FEET.
 AU3209'
 AU3209'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2893 ***********************************************************************
 CP2893  DESIGNATION -  THIRTY
 CP2893  PID         -  CP2893
 CP2893  STATE/COUNTY-  LA/WEST CARROLL
 CP2893  USGS QUAD   -  OAK GROVE (1988)
 CP2893
 CP2893                         *CURRENT SURVEY CONTROL
 CP2893  ___________________________________________________________________
 CP2893* NAD 83(1992)-  32 51 54.06176(N)    091 29 11.53660(W)     ADJUSTED  
 CP2893* NAVD 88     -        29.8    (meters)      98.     (feet)  VERTCON   
 CP2893  ___________________________________________________________________
 CP2893  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CP2893  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2893
 CP2893  HORZ ORDER  -  SECOND
 CP2893
 CP2893.The horizontal coordinates were established by classical geodetic methods
 CP2893.and adjusted by the National Geodetic Survey in September 1999..
 CP2893
 CP2893.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2893
 CP2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2893
 CP2893.The geoid height was determined by GEOID03.
 CP2893
 CP2893;                    North         East     Units Scale Factor Converg.
 CP2893;SPC LA N     -   262,678.143 1,094,858.721   MT  1.00005125   +0 32 08.9
 CP2893;SPC LA N     -   861,803.21  3,592,048.99   sFT  1.00005125   +0 32 08.9
 CP2893;UTM  15      - 3,637,337.932   641,603.033   MT  0.99984724   +0 49 17.2
 CP2893
 CP2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2893!SPC LA N     -   0.99999940  x   1.00005125  =   1.00005065
 CP2893!UTM  15      -   0.99999940  x   0.99984724  =   0.99984664
 CP2893
 CP2893:                Primary Azimuth Mark                     Grid Az
 CP2893:SPC LA N     -  OAK GROVE MUNICIPAL TANK                 091 04 12.2
 CP2893:UTM  15      -  OAK GROVE MUNICIPAL TANK                 090 47 03.9
 CP2893
 CP2893|---------------------------------------------------------------------|
 CP2893| PID    Reference Object                     Distance      Geod. Az  |
 CP2893|                                                           dddmmss.s |
 CP2893| CP2890 OAK GROVE MUNICIPAL TANK            APPROX. 9.0 KM 0913621.1 |
 CP2893| CY5679 THIRTY RM 1                          36.521 METERS 12716     |
 CP2893| CP2892 FOREST MUNICIPAL TANK               APPROX.10.6 KM 1410856.4 |
 CP2893| CY5680 THIRTY RM 2                          24.226 METERS 20541     |
 CP2893| CY5678 THIRTY AZ MK                                       2644858.0 |
 CP2893| CP2913 OAK GROVE MID VALLEY PLINE MST      APPROX. 3.3 KM 3575404.7 |
 CP2893|---------------------------------------------------------------------|
 CP2893
 CP2893                          SUPERSEDED SURVEY CONTROL
 CP2893
 CP2893  NAD 83(1992)-  32 51 54.06225(N)    091 29 11.53558(W) AD(       ) 2
 CP2893  NAD 83(1992)-  32 51 54.06238(N)    091 29 11.53533(W) AD(       ) 2
 CP2893  NAD 83(1986)-  32 51 54.07474(N)    091 29 11.52941(W) AD(       ) 2
 CP2893  NAD 27      -  32 51 53.60822(N)    091 29 11.10411(W) AD(       ) 2
 CP2893  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 CP2893
 CP2893.Superseded values are not recommended for survey control.
 CP2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2893.See file dsdata.txt to determine how the superseded data were derived.
 CP2893
 CP2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4160337338(NAD 83)
 CP2893_MARKER: DS = TRIANGULATION STATION DISK
 CP2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2893
 CP2893  HISTORY     - Date     Condition        Report By
 CP2893  HISTORY     - 1970     MONUMENTED       NGS
 CP2893
 CP2893                          STATION DESCRIPTION
 CP2893
 CP2893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2893'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF GOODWILL,
 CP2893'6-3/4 MILES NORTHWEST OF FOREST AND 5-3/4 MILES WEST-NORTHWEST
 CP2893'OF OAK GROVE, NEAR THE CENTER OF SECTION 30, T 22 N, R 10 E,
 CP2893'ON LAND OWNED BY MRS. A.L. WALLACE, ROUTE 4, BOX 333, OAK GROVE,
 CP2893'LOUISIANA, PHONE NUMBER 428-3050.
 CP2893'
 CP2893'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CP2893'585 AND 2 IN GOODWILL, GO NORTH AND EAST ON HIGHWAY 585 FOR
 CP2893'9.3 MILES TO THE JUNCTION WITH STATE HIGHWAY 878.  TURN RIGHT
 CP2893'AND GO NORTH ON HIGHWAY 585 FOR 0.5 MILE TO A DRIVEWAY AND THE
 CP2893'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 585 FOR
 CP2893'0.05 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 CP2893'EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON THE
 CP2893'LEFT.
 CP2893'
 CP2893'THE STATION MARKS ARE STANDARD DISKS STAMPED THIRTY 1970, THE
 CP2893'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2893'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET
 CP2893'NORTH OF THE CENTER OF THE GRAVELED ROAD, 36 FEET SOUTH-SOUTHWEST
 CP2893'OF AN 18-INCH OAK TREE, 32 FEET NORTH-NORTHWEST OF A 24-INCH
 CP2893'OAK TREE AND 25 FEET NORTHEAST OF A 24-INCH PINE TREE.  THE
 CP2893'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 CP2893'INCHES BELOW THE SURFACE OF THE GROUND.
 CP2893'
 CP2893'REFERENCE MARK 1 IS A STANDARD DISK STAMPED THIRTY NO 1 1970,
 CP2893'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2893'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 91 FEET SOUTHEAST
 CP2893'OF THE 24-INCH OAK TREE AND 16 FEET SOUTH OF THE CENTER OF THE
 CP2893'GRAVELED ROAD.
 CP2893'
 CP2893'REFERENCE MARK 2 IS A STANDARD DISK STAMPED THIRTY NO 2 1970,
 CP2893'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2893'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 67 FEET SOUTHWEST
 CP2893'OF THE 24-INCH OAK TREE, 40 FEET NORTHEAST OF THE NORTHEAST
 CP2893'CORNER OF A FRAME HOUSE AND 17 FEET SOUTH OF THE CENTER OF
 CP2893'THE GRAVELED ROAD.
 CP2893'
 CP2893'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THIRTY 1970,
 CP2893'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2893'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 39.5 FEET WEST
 CP2893'OF THE CENTER OF HIGHWAY 585, 27.5 FEET SOUTH OF THE CENTER
 CP2893'OF THE DRIVEWAY, 17.5 FEET SOUTH-SOUTHWEST OF THE SOUTH END
 CP2893'OF A METAL CULVERT, 2 FEET NORTH-NORTHEAST OF A METAL WITNESS
 CP2893'POST AND 1 FOOT EAST OF A FENCE.
 CP2893'
 CP2893'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2249 ***********************************************************************
 BW2249  DESIGNATION -  THOMAS
 BW2249  PID         -  BW2249
 BW2249  STATE/COUNTY-  LA/WASHINGTON
 BW2249  USGS QUAD   -  TYLERTOWN SE (1970)
 BW2249
 BW2249                         *CURRENT SURVEY CONTROL
 BW2249  ___________________________________________________________________
 BW2249* NAD 83(1992)-  31 00 04.74017(N)    090 03 03.81674(W)     ADJUSTED  
 BW2249* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 BW2249  ___________________________________________________________________
 BW2249  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BW2249  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BW2249
 BW2249  HORZ ORDER  -  FIRST
 BW2249
 BW2249.The horizontal coordinates were established by classical geodetic methods
 BW2249.and adjusted by the National Geodetic Survey in May 1994..
 BW2249
 BW2249.The orthometric height was scaled from a topographic map.
 BW2249
 BW2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2249
 BW2249.The geoid height was determined by GEOID03.
 BW2249
 BW2249;                    North         East     Units Scale Factor Converg.
 BW2249;SPC LA S     -   277,955.930 1,122,467.858   MT  1.00007796   +0 38 28.2
 BW2249;SPC LA S     -   911,927.08  3,682,629.96   sFT  1.00007796   +0 38 28.2
 BW2249;SPC MS W     -   166,456.910   726,956.620   MT  0.99995896   +0 08 43.4
 BW2249;SPC MS W     -   546,117.38  2,385,023.51   sFT  0.99995896   +0 08 43.4
 BW2249;UTM  15      - 3,433,482.149   781,578.583   MT  1.00057813   +1 31 11.6
 BW2249;UTM  16      - 3,433,745.475   208,666.197   MT  1.00064709   -1 34 21.3
 BW2249
 BW2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2249!SPC LA S     -   0.99998658  x   1.00007796  =   1.00006453
 BW2249!SPC MS W     -   0.99998658  x   0.99995896  =   0.99994554
 BW2249!UTM  15      -   0.99998658  x   1.00057813  =   1.00056470
 BW2249!UTM  16      -   0.99998658  x   1.00064709  =   1.00063366
 BW2249
 BW2249|---------------------------------------------------------------------|
 BW2249| PID    Reference Object                     Distance      Geod. Az  |
 BW2249|                                                           dddmmss.s |
 BW2249| CY5682 THOMAS RM 1                          36.436 METERS 06024     |
 BW2249| CY5683 THOMAS RM 2                          34.278 METERS 17731     |
 BW2249| BJ4137 NEW ORLEANS ST LOUIS AWY BCN 6      APPROX.11.0 KM 1874413.5 |
 BW2249| CY5681 THOMAS AZ MK                                       1995758.8 |
 BW2249| BW2248 BROCK                               APPROX. 6.0 KM 2751351.5 |
 BW2249| CY5684 THOMAS RM 3                          20.719 METERS 27521     |
 BW2249|---------------------------------------------------------------------|
 BW2249
 BW2249                          SUPERSEDED SURVEY CONTROL
 BW2249
 BW2249  NAD 83(1992)-  31 00 04.75060(N)    090 03 03.81476(W) AD(       ) 1
 BW2249  NAD 83(1986)-  31 00 04.75476(N)    090 03 03.81364(W) AD(       ) 1
 BW2249  NAD 27      -  31 00 04.10400(N)    090 03 03.50300(W) AD(       ) 1
 BW2249
 BW2249.Superseded values are not recommended for survey control.
 BW2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2249.See file dsdata.txt to determine how the superseded data were derived.
 BW2249
 BW2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8157933482(NAD 83)
 BW2249_MARKER: DS = TRIANGULATION STATION DISK
 BW2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2249
 BW2249  HISTORY     - Date     Condition        Report By
 BW2249  HISTORY     - 1939     MONUMENTED       CGS
 BW2249  HISTORY     - 1947     GOOD             CGS
 BW2249  HISTORY     - 1954     GOOD             CGS
 BW2249  HISTORY     - 1969     GOOD             CGS
 BW2249  HISTORY     - 1970     GOOD             USGS
 BW2249
 BW2249                          STATION DESCRIPTION
 BW2249
 BW2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BW2249'THE STATION IS LOCATED 2 MILES E OF HACKLEY AT THE BOUNDARY
 BW2249'LINE BETWEEN MISSISSIPPI AND LOUISIANA, IN THE CENTER OF
 BW2249'SEC. 1, T 1 S, R 11 E.
 BW2249'
 BW2249'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BW2249'BRONZE DISKS SET IN CONCRETE.
 BW2249'
 BW2249'AZIMUTH MARK IS 0.25 MILE SSW OF THE STATION ON THE S SIDE
 BW2249'OF AN E AND W ROAD, 73 FEET E OF THE CENTER LINE OF THE
 BW2249'ROAD, AND 25 FEET S OF THE CENTER LINE OF A ROAD.  MARK
 BW2249'PROJECTS 4 INCHES AND IS STAMPED THOMAS 1939.
 BW2249'
 BW2249'REFERENCE MARK NO. 1 IS 119.54 FEET NE OF THE STATION IN
 BW2249'THE E RIGHT-OF-WAY FENCE LINE, 29 FEET W OF THE CENTER LINE
 BW2249'OF A N AND S ROAD, AND 50.5 FEET N OF A FENCE CORNER.  MARK
 BW2249'PROJECTS 4 INCHES AND IS STAMPED THOMAS NO. 1
 BW2249'1939.  REFERENCE MARK NO. 2 IS 112.25 FEET SE OF THE STATION,
 BW2249'17 FEET E OF THE CENTER LINE OF THE ROAD, AND 62.5 FEET SSW
 BW2249'OF THE SW CORNER OF THE SCHOOLHOUSE.  MARK PROJECTS
 BW2249'3 INCHES AND IS STAMPED THOMAS NO. 2 1939.
 BW2249'
 BW2249'A 103-FOOT TOWER IS NEED TO SEE A 103-FOOT TOWER AT DUNN 1935.
 BW2249'
 BW2249'A 103-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT SOUTHERN
 BW2249'1935.
 BW2249'
 BW2249'A 103-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT PINE.
 BW2249'
 BW2249'A 103-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT DANIELS.
 BW2249'
 BW2249'A 103-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT BROCK.
 BW2249'
 BW2249'TO REACH THE STATION FROM THE WARREN COTTON GIN IN HACKLEY,
 BW2249'GO E ON THE MAIN GRAVEL ROAD ON THE S SIDE OF THE GIN FOR
 BW2249'1.3 MILES, TURN LEFT AT A JOGGED CROSS ROAD FOR 1.5 MILES
 BW2249'TO THE STATE LINE FENCE AT A CATTLE GUARD (SCHOOLHOUSE ON
 BW2249'THE RIGHT AND THE STATION ON THE LEFT IN THE E AND W FENCE
 BW2249'LINE).  THE STATION IS 34 FEET W OF THE NW CORNER OF THE
 BW2249'CATTLE GUARD, 62.5 FEET NW OF THE NW CORNER OF THE SCHOOLHOUSE,
 BW2249'38 FEET WNW OF THE CENTER LINE OF THE N AND S ROAD, AND 22.5
 BW2249'FEET S OF THE CENTER LINE OF A WOODS ROAD.  MARK
 BW2249'PROJECTS 4 INCHES AND IS STAMPED THOMAS 1939.
 BW2249'
 BW2249'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BW2249
 BW2249                          STATION RECOVERY (1947)
 BW2249
 BW2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2249'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 BW2249'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2249'BRONZE DISKS SET IN CONCRETE.
 BW2249'NO ADDITIONAL MARKS WERE SET.  THE SCHOOLHOUSE
 BW2249'MENTIONED HAS BEEN TORN DOWN, AND A CHURCH ERECTED NEAR THE
 BW2249'OLD SCHOOLHOUSE SITE.  OTHERWISE THE ORIGINAL DESCRIPTION
 BW2249'IS STILL CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 BW2249'
 BW2249'THE STATION IS ABOUT 2 MILES NORTHEAST OF HACKLEY, AT THE
 BW2249'BOUNDARY LINE BETWEEN MISSISSIPPI AND LOUISIANA.  THE STATION
 BW2249'MARK IS 116 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 BW2249'OF A SMALL CHURCH, 38 FEET WEST OF THE APPROXIMATE CENTERLINE
 BW2249'OF A GRAVELED ROAD, 34 FEET WEST OF THE WEST SIDE OF A CATTLE
 BW2249'GUARD, AND 22.5 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 BW2249'A WOODS ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BW2249'STAMPED THOMAS 1939.
 BW2249'
 BW2249'REFERENCE MARK NO. 1 IS 119.54 FEET NORTHEAST OF THE STATION,
 BW2249'50.5 FEET NORTH OF A FENCE CORNER, AND 29 FEET EAST OF THE
 BW2249'APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 4
 BW2249'INCHES, AND THE DISK IS STAMPED THOMAS NO 1 1939.
 BW2249'
 BW2249'REFERENCE MARK NO. 2 IS 112.25 FEET SOUTH OF THE STATION,
 BW2249'105 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 BW2249'AND 17 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD.
 BW2249'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED THOMAS
 BW2249'NO 2 1939.
 BW2249'
 BW2249'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 73 FEET
 BW2249'EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD TO STATION,
 BW2249'AND 25 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A SMALL
 BW2249'SIDE ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BW2249'STAMPED THOMAS 1939.
 BW2249'
 BW2249'TO REACH FROM THE WARREN COTTON GIN IN HACKLEY, GO EAST ON
 BW2249'A GRAVELED ROAD FOR 1.3 MILES TO A CROSS ROAD, TURN LEFT AND
 BW2249'GO NORTHERLY FOR 1.5 MILES TO CHURCH ON RIGHT AND STATION ON
 BW2249'LEFT.
 BW2249'
 BW2249'TAKEN FROM PUBLISHED DESCRIPTION AND TRANSFERRED TO BROCK
 BW2249'INITIAL.
 BW2249'
 BW2249'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BW2249
 BW2249                          STATION RECOVERY (1954)
 BW2249
 BW2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BW2249'THE STATION WAS VISITED AND THE STATION MARK AND THE AZIMUTH
 BW2249'MARK WAS FOUND IN GOOD CONDITION.  IT IS NECCESSARY TO CLEAR
 BW2249'NEARLY THE ENTIRE DISTANCE TO THE AZIMUTH MARK TO MAKE IT
 BW2249'VISIBLE FROM THE STATION.  REFERENCE MARK NO. 1 WAS FOUND
 BW2249'DESTROYED.  THE DISK WAS REMOVED AND USED TO ESTABLISH
 BW2249'REFERENCE MARK NO. 3.  REFERENCE MARK NO. 2 WAS FOUND DISTURBED
 BW2249'SLIGHTLY AND A NEW MEASUREMENT TAKEN TO THE MARK.  THE AZIMUTH
 BW2249'MARK NOT BEING VISIBLE THE ANGLE WAS OBSERVED BETWEEN THE
 BW2249'REFERENCE MARKS.
 BW2249'
 BW2249'A NEW DESCRIPTION FOLLOWS--
 BW2249'
 BW2249'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF HACKLEY ON
 BW2249'THE MISSISSIPPI-LOUISIANA STATE LINE, ON PROPERTY OWNED BY MR.
 BW2249'COLLINS.  IT IS LOCATED IN A LANE LEADING WEST FROM THE
 BW2249'GRAVELED ROAD, 116 FEET NORTH-NORTHWEST FROM THE NORTHWEST
 BW2249'CORNER OF A CHURCH AND 38 FEET WEST OF THE CENTERLINE OF A
 BW2249'GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED THOMAS 1939,
 BW2249'PROJECTING 4 INCHES.
 BW2249'
 BW2249'REFERENCE MARK NO. 2 IS 112.46 FEET SOUTH OF THE STATION,
 BW2249'105 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH
 BW2249'AND 17 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.  IT
 BW2249'IS A STANDARD DISK, STAMPED THOMAS NO 2 1939, PROJECTING
 BW2249'4 INCHES.
 BW2249'
 BW2249'REFERENCE MARK NO. 3 IS 68.45 FEET WEST OF THE STATION AND
 BW2249'ABOUT 100 FEET SOUTH OF THE COLLINS HOUSE, 3 FEET SOUTH OF
 BW2249'A FENCE LINE AND 106 FEET WEST OF THE CENTERLINE OF THE
 BW2249'GRAVEL ROAD.  IT IS A STANDARD DISK, STAMPED THOMAS NO 3
 BW2249'1939, PROJECTING 2 INCHES.
 BW2249'
 BW2249'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION IN THE
 BW2249'SOUTHEAST ANGLE OF A CROSSROADS IT IS 73 FEET EAST OF THE
 BW2249'CENTERLINE OF A NORTH-SOUTH ROAD AND 25 FEET SOUTH OF AN
 BW2249'EAST-WEST ROAD.  IT IS A STANDARD DISK, STAMPED THOMAS 1939,
 BW2249'PROJECTING 4 INCHES.
 BW2249'
 BW2249'TO REACH THE STATION FROM HACKLEY GO EAST ON GRAVEL ROAD
 BW2249'FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.25
 BW2249'MILES TO A CROSSROADS AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BW2249'FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BW2249
 BW2249                          STATION RECOVERY (1969)
 BW2249
 BW2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2249'THE STATION WAS VISITED 10/22/69 AND THE STATION AND AZIMUTH
 BW2249'MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 BW2249'OBSTRUCTED BY TIMBER WHICH COULD NOT BE CUT.  A NEW AZIMUTH
 BW2249'MARK WAS SET AT THIS DATE AND POLARIS OBSERVATION WAS TAKEN.
 BW2249'REFERENCE MARK NO. 2 WAS DESTROYED PRIOR TO THIS DATE.
 BW2249'REFERENCE MARK NO. 3 HAS BEEN DISTURBED SLIGHTLY AND A NEW
 BW2249'DISTANCE AND DIRECTION WAS TAKEN FROM THE STATION.  A REFERENCE
 BW2249'MARK NO. 4 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 BW2249'FOLLOWS--
 BW2249'
 BW2249'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF HACKLEY,
 BW2249'9.5 MILES SOUTHEAST OF TYLERTOWN, 7.7 MILES EAST-SOUTHEAST
 BW2249'OF SIMONDS, IN THE SOUTHWEST 1/4 OF SECTION 36, T1N, R11E,
 BW2249'AND ON PROPERTY OWNED BY Q.D. TURNAGE AND NEAR THE
 BW2249'MISSISSIPPI-LOUISIANA STATE LINE.  IT IS IN THE CENTER OF A
 BW2249'FARM LANE LEADING WEST, BETWEEN TWO HOUSES, 136 FEET NORTHWEST
 BW2249'OF THE NORTHWEST CORNER OF THE NEW STATE LINE BAPTIST CHURCH,
 BW2249'49 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 42 FEET
 BW2249'SOUTHWEST OF THE SOUTHEAST CORNER OF CYCLONE FENCE, AND 33
 BW2249'FEET EAST-SOUTHEAST OF A POWER LINE SERVICE POLE.  IT IS A
 BW2249'C AND GS TRIANGULATION STATION DISK, STAMPED THOMAS 1939,
 BW2249'FLUSH WITH THE GROUND.
 BW2249'
 BW2249'REFERENCE MARK NO. 3 IS 67.98 FEET WEST OF THE STATION.  IT
 BW2249'IS 110 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 34.5
 BW2249'FEET WEST OF A POWERLINE SERVICE POLE, 20.5 FEET NORTHWEST
 BW2249'OF A T-FENCE CORNER, 20 FEET NORTHWEST OF A 9-INCH CEDAR
 BW2249'TREE, 38 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BW2249'CYCLONE FENCE, AND 8 FEET NORTH OF THE CENTER OF THE FARM
 BW2249'DRIVEWAY.  IT IS A C AND GS REFERENCE MARK DISK, THOMAS NO
 BW2249'3 1939, FLUSH WITH THE GROUND.
 BW2249'
 BW2249'REFERENCE MARK NO. 4 IS 130.55 FEET SOUTH-SOUTHEAST OF THE STATION.
 BW2249'IT IS 124 FEET SOUTH OF THE CENTER OF A ROAD LEADING EAST,
 BW2249'9.5 FEET SOUTHEAST OF A 16 INCH OAK TREE, 88 FEET WEST-SOUTHWEST
 BW2249'OF THE SOUTHWEST CORNER OF THE CHURCH, 23.5 FEET NORTH-NORTHEAST
 BW2249'OF A POWER POLE, 1.5 FEET SOUTH OF THE ANCHOR FOR THE POLE
 BW2249'GUY WIRE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 BW2249'A C AND GS REFERENCE MARK DISK, STAMPED THOMAS 1939 NO. 4
 BW2249'1969, PROJECTING 2 INCHES.
 BW2249'
 BW2249'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS
 BW2249'67 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 25 FEET
 BW2249'SOUTH OF THE CENTER OF A GRAVELED ROAD, 36 FEET EAST OF A
 BW2249'FENCE CORNER, 53 FEET SOUTHEAST OF A FENCE CORNER AND 7
 BW2249'FEET SOUTH OF A FENCE.  IT IS A C AND GS AZIMUTH MARK DISK,
 BW2249'STAMPED THOMAS 1939, PROJECTING 4 INCHES.
 BW2249'
 BW2249'AZIMUTH MARK 2 IS 0.15 MILE EAST OF THE STATION.  IT IS 42
 BW2249'FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE,
 BW2249'135 FEET EAST OF A LARGE FORKED OAK TREE NEAR FENCE LINE,
 BW2249'93 FEET NORTHWEST OF POWER LINE POLE WITH TRANSFORMER, 33 FEET
 BW2249'SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 2 FEET SOUTH OF
 BW2249'FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BW2249'C AND GS AZIMUTH MARK DISK, STAMPED THOMAS 1939 AZ 2 1969,
 BW2249'PROJECTING 4 INCHES.
 BW2249'
 BW2249'TO REACH THE STATION FROM THE POST OFFICE IN TYLERTOWN, GO
 BW2249'EAST ON U.S. HIGHWAY 98 FOR 0.7 MILE TO THE JUNCTION WITH
 BW2249'STATE HIGHWAY 48.  TURN RIGHT AND GO SOUTHEAST ON STATE
 BW2249'HIGHWAY 48 FOR 5.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BW2249'GO SOUTH FOR 5.5 MILES TO A SIDE ROAD LEFT, THE STATION ON
 BW2249'THE RIGHT AND THE NEW STATE LINE BAPTIST CHURCH IN THE SOUTHEAST
 BW2249'ANGLE OF THE INTERSECTION.
 BW2249'
 BW2249'TO REACH THE 1939 AZIMUTH MARK FROM THE STATION, CONTINUE
 BW2249'SOUTH FOR 0.25 MILE TO A SIDE ROAD LEFT AND THE MARK ON THE
 BW2249'RIGHT.
 BW2249'
 BW2249'TO REACH THE 1969 AZIMUTH MARK (AZIMUTH MARK 2) FROM THE
 BW2249'STATION, GO EAST ON GRAVEL ROAD FOR 0.15 MILE TO THE MARK
 BW2249'ON THE RIGHT.
 BW2249'
 BW2249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BW2249'NORTHEAST OF HACKLEY
 BW2249
 BW2249                          STATION RECOVERY (1970)
 BW2249
 BW2249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BW2249'1947 DESCRIPTION IS ADEQUATE.  R.M. 4 HAS BEEN SET IN 1969,
 BW2249'NO DESCRIPTION AVAILABLE.  R.M. 3 IS NOW TILTED SLIGHTLY
 BW2249'TOWARD THE STATION MARK.  STATION MARK IS IN GOOD CONDITION
 BW2249'AS DESCRIBED.
 BW2249'
 BW2249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION
 BW2249'IS ABOUT 2 MI NE OF HACKLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4803 ***********************************************************************
 BJ4803  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ4803  CBN         -  This is a Cooperative Base Network Control Station.
 BJ4803  DESIGNATION -  THOMPSON
 BJ4803  PID         -  BJ4803
 BJ4803  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4803  USGS QUAD   -  ZACHARY (1980)
 BJ4803
 BJ4803                         *CURRENT SURVEY CONTROL
 BJ4803  ___________________________________________________________________
 BJ4803* NAD 83(1992)-  30 42 20.90165(N)    091 11 27.06696(W)     ADJUSTED  
 BJ4803* NAVD 88     -        37.85 **(meters)     124.2  **(feet)  GPS OBS(2004.65)
 BJ4803  **This station is located in a subsidence area (see below).
 BJ4803  ___________________________________________________________________
 BJ4803  X           -    -114,071.066 (meters)                     COMP
 BJ4803  Y           -  -5,487,541.594 (meters)                     COMP
 BJ4803  Z           -   3,237,898.209 (meters)                     COMP
 BJ4803  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BJ4803  ELLIP HEIGHT-          10.57  (meters)          (12/29/04) GPS OBS
 BJ4803  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4803
 BJ4803  HORZ ORDER  -  B
 BJ4803  ELLP ORDER  -  FOURTH    CLASS I
 BJ4803
 BJ4803.The horizontal coordinates were established by GPS observations
 BJ4803.and adjusted by the National Geodetic Survey in December 2004..
 BJ4803
 BJ4803 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4803 ** and geoid heights are valid at the date of observation. These heights
 BJ4803 ** must always be validated when used as control.
 BJ4803 ** The orthometric height was determined by GPS observations using
 BJ4803 ** precise GPS observation and processing techniques and a new
 BJ4803 ** realization of GEOID03. It supersedes the leveled height previously
 BJ4803 ** determined for this station.
 BJ4803 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4803 ** epoch indicated which incorporates improved geoid heights for the
 BJ4803 ** Southern Louisiana Subsidence area.
 BJ4803 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4803.The orthometric height was determined by GPS observations and a
 BJ4803.high-resolution geoid model using precise GPS observation and
 BJ4803.processing techniques. It supersedes the leveled height previously
 BJ4803.determined for this station.
 BJ4803
 BJ4803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4803
 BJ4803.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4803
 BJ4803.The ellipsoidal height was determined by GPS observations
 BJ4803.and is referenced to NAD 83.
 BJ4803
 BJ4803.The geoid height was determined by GEOID03.
 BJ4803
 BJ4803;                    North         East     Units Scale Factor Converg.
 BJ4803;SPC LA S     -   244,515.592 1,013,649.190   MT  1.00000124   +0 04 16.5
 BJ4803;SPC LA S     -   802,214.90  3,325,614.05   sFT  1.00000124   +0 04 16.5
 BJ4803;UTM  15      - 3,398,395.610   673,254.068   MT  0.99997030   +0 55 26.5
 BJ4803
 BJ4803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4803!SPC LA S     -   0.99999834  x   1.00000124  =   0.99999958
 BJ4803!UTM  15      -   0.99999834  x   0.99997030  =   0.99996864
 BJ4803
 BJ4803|---------------------------------------------------------------------|
 BJ4803| PID    Reference Object                     Distance      Geod. Az  |
 BJ4803|                                                           dddmmss.s |
 BJ4803| AE8816 THOMPSON RM 4                        26.262 METERS 01851     |
 BJ4803| BJ5284 THOMPSON AZ MK                      351.581 METERS 03106     |
 BJ4803| BJ4806 ZACHARY GSU MICROWAVE               APPROX. 9.0 KM 2150934.5 |
 BJ4803| CW1552 THOMPSON RM 1                        38.679 METERS 24806     |
 BJ4803| BJ4843 ST FRANCISVILLE ZELLERBACH TK       APPROX.12.3 KM 2720856.9 |
 BJ4803| BJ4867 STARHILL ATT MICROWAVE              APPROX.15.7 KM 2932548.9 |
 BJ4803| CW1554 THOMPSON RM 3                        31.544 METERS 29517     |
 BJ4803| BJ4837 ST FRANCISVILLE TRAN GAS CO MW      APPROX. 8.5 KM 3000321.6 |
 BJ4803| AE8817 THOMPSON RM 5                        32.728 METERS 30842     |
 BJ4803| CW1553 THOMPSON RM 2                        39.276 METERS 35924     |
 BJ4803|---------------------------------------------------------------------|
 BJ4803
 BJ4803                          SUPERSEDED SURVEY CONTROL
 BJ4803
 BJ4803  ELLIP H (02/12/02)   10.59   (m)                       GP(       ) 4 2
 BJ4803  ELLIP H (12/09/99)   10.61   (m)                       GP(       ) 4 2
 BJ4803  ELLIP H (01/21/93)   10.68   (m)                       GP(       ) 4 2
 BJ4803  NAD 83(1992)-  30 42 20.90103(N)    091 11 27.06614(W) AD(       ) B
 BJ4803  ELLIP H (09/10/92)   10.68   (m)                       GP(       ) 4 1
 BJ4803  NAD 83(1986)-  30 42 20.91937(N)    091 11 27.06277(W) AD(       ) 1
 BJ4803  NAD 27      -  30 42 20.25581(N)    091 11 26.67298(W) AD(       ) 3
 BJ4803  NAVD 88 (09/17/98)   37.867  (m)          124.24   (f) ADJUSTED    2 1
 BJ4803  NGVD 29 (06/20/87)   38.0    (m)          125.     (f) GPS OBS        
 BJ4803
 BJ4803.Superseded values are not recommended for survey control.
 BJ4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4803.See file dsdata.txt to determine how the superseded data were derived.
 BJ4803
 BJ4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7325498396(NAD 83)
 BJ4803_MARKER: DS = TRIANGULATION STATION DISK
 BJ4803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4803_SP_SET: CONCRETE POST
 BJ4803_STAMPING: THOMPSON 1966
 BJ4803_MARK LOGO: CGS   
 BJ4803_PROJECTION: FLUSH
 BJ4803_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4803+STABILITY: SURFACE MOTION
 BJ4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4803+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 BJ4803
 BJ4803  HISTORY     - Date     Condition        Report By
 BJ4803  HISTORY     - 1966     MONUMENTED       CGS
 BJ4803  HISTORY     - 1966     GOOD             CGS
 BJ4803  HISTORY     - 1967     GOOD             CGS
 BJ4803  HISTORY     - 1970     GOOD             NGS
 BJ4803  HISTORY     - 1985     GOOD             LADTD
 BJ4803  HISTORY     - 1987     GOOD             NGS
 BJ4803  HISTORY     - 19880920 GOOD             LADTD
 BJ4803  HISTORY     - 19890111 GOOD
 BJ4803  HISTORY     - 19890307 GOOD
 BJ4803  HISTORY     - 19911015 GOOD             LADTD
 BJ4803  HISTORY     - 19920228 GOOD
 BJ4803  HISTORY     - 19960108 GOOD             LADTD
 BJ4803  HISTORY     - 19990414 GOOD             NGS
 BJ4803  HISTORY     - 20030403 GOOD             3001
 BJ4803
 BJ4803                          STATION DESCRIPTION
 BJ4803
 BJ4803'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4803'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF THE TOWN OF
 BJ4803'SLAUGHTER, 4-1/2 MILES NORTHWEST OF THE TOWN OF ZACHARY, 0.1 MILE
 BJ4803'SOUTH OF THE EAST BATON ROUGE-FELICIANA COUNTY LINE AND ON LAND
 BJ4803'WHICH IS OWNED AND OCCUPIED BY A MR. F.M. THOMPSON.  STATION MARK IS
 BJ4803'55 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 46.4 FEET SOUTH
 BJ4803'OF THE CENTER POST OF A DOUBLE METAL GATE, 27.8 FEET SOUTHWEST OF
 BJ4803'A FENCELINE, 22.2 FEET SOUTHEAST OF A FENCELINE WHICH
 BJ4803'PARALLELS THE GRAVELED ROAD, 21.3 FEET EAST OF AN 8-INCH GATE
 BJ4803'POST AND 14.9 FEET NORTHEAST OF A FENCELINE.
 BJ4803'
 BJ4803'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 BJ4803'MONUMENTS.
 BJ4803'
 BJ4803'STATION MARK DISK IS STAMPED THOMPSON 1966 AND THE MARK PROJECTS
 BJ4803'ABOUT 2 INCHES.
 BJ4803'
 BJ4803'REFERENCE MARK NUMBER 1 DISK IS STAMPED THOMPSON NO 1 1966 AND THE
 BJ4803'MARK PROJECTS ABOUT 2 INCHES.  MARK IS 19 FEET NORTHEAST OF THE
 BJ4803'CENTER OF A LANE ROAD WHICH LEADS NORTHWEST FROM THE GRAVELED ROAD,
 BJ4803'18-1/2 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 1.2
 BJ4803'FEET SOUTHEAST OF A FENCELINE.
 BJ4803'
 BJ4803'REFERENCE MARK NUMBER 2 DISK IS STAMPED THOMPSON NO 2 1966 AND THE
 BJ4803'MARK PROJECTS ABOUT 1 INCH.  MARK IS 83.3 FEET NORTH OF THE CENTER
 BJ4803'POST TO THE DOUBLE METAL GATE, 19-1/2 FEET NORTHWEST OF THE CENTER
 BJ4803'OF THE GRAVELED ROAD, 2.5 FEET WEST OF A 20-INCH OAK TREE, 1.6 FEET
 BJ4803'SOUTHEAST OF A FENCELINE AND ABOUT 2 FEET HIGHER ELEVATION THAN
 BJ4803'THE GRAVELED ROAD.
 BJ4803'
 BJ4803'AZIMUTH MARK DISK IS STAMPED THOMPSON 1966 AND THE MARK PROJECTS
 BJ4803'ABOUT 1 INCH.  MARK IS 49-1/2 FEET SOUTHEAST OF THE CENTER OF THE
 BJ4803'GRAVELED ROAD, 25.5 FEET EAST-SOUTHEAST OF THE SOUTHWEST ONE OF TWO
 BJ4803'GATE POSTS, 17.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BJ4803'WOOD FRAME HOUSE, 2.2 FEET SOUTHEAST OF A METAL WITNESS POST
 BJ4803'AND 1 FOOT NORTHEAST OF A FENCELINE.
 BJ4803'
 BJ4803'STATION IS REACHED FROM THE POST OFFICE WHICH IS ABOUT 400 FEET WEST
 BJ4803'OF THE RAILROAD DEPOT IN THE TOWN OF SLAUGHTER.  GO WESTERLY ON
 BJ4803'STATE HIGHWAY 412 FOR 1.65 MILES TO A GRAVELED SIDE ROAD LEFT (THIS
 BJ4803'POINT IS ABOUT 100 FEET EAST OF A RAILROAD TRACK).  TURN LEFT AND
 BJ4803'FOLLOW THE GRAVELED ROAD FOR 0.1 MILE.  TURN LEFT AND GO
 BJ4803'SOUTHWESTERLY ON A GRAVELED ROAD FOR 1.45 MILES TO A HOUSE AND
 BJ4803'THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON THE
 BJ4803'GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT, AS
 BJ4803'DESCRIBED ABOVE.
 BJ4803'
 BJ4803'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BJ4803
 BJ4803                          STATION RECOVERY (1966)
 BJ4803
 BJ4803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ4803'RECOVERED IN GOOD CONDITION.
 BJ4803
 BJ4803                          STATION RECOVERY (1967)
 BJ4803
 BJ4803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 BJ4803'THE STATION WAS VISITED 3-31-67 AND THE STATION AND AZIMUTH MARK WERE
 BJ4803'FOUND IN GOOD CONDITION.  RM NO. 1 AND RM NO. 2 WERE LYING ON TOP OF
 BJ4803'GROUND.  THEY WERE REPLACED IN GROUND AND USED AS RM NO. 3 AND RM
 BJ4803'NO.  4.  (MARKS WERE UPROOTED BY PERMISSION.) A NEW DESCRIPTION
 BJ4803'FOLLOWS--
 BJ4803'
 BJ4803'THE STATION IS LOCATED 3 MILES WSW OF SLAUGHTER, 4.5 MILES NW OF
 BJ4803'ZACHARY AND 1 MILE S OF THE EAST BATON ROUGE-EAST FELICIANA COUNTY
 BJ4803'LINE, ON LAND OWNED BY MR. F.M. THOMPSON.  THE STATION MARK IS IN A
 BJ4803'CATTLE LANE AND 61 FT. SE OF THE CENTERLINE OF ROAD, 46 FT. S OF
 BJ4803'THE CENTER POST OF A DOUBLE GATE, 27 FT. SW OF A FENCE LINE, 21 FT.
 BJ4803'SE OF FENCE LINE WHICH PARALLELS THE GRAVELED ROAD, 15 FT. NE OF A
 BJ4803'FENCE LINE, 21 FT. E OF A 10-INCH GATE POST, 141 FT. N OF A POWER
 BJ4803'POLE IN FENCE LINE.  IT IS A STANDARD TRIANGULATION STATION DISK
 BJ4803'STAMPED THOMPSON 1966.
 BJ4803'
 BJ4803'REFERENCE MARK NO. 3 IS 103.46 FT. WNW OF STATION, 40 FT. NW OF THE
 BJ4803'CENTERLINE OF ROAD, 5 FT. SW OF SOUTHWEST END OF METAL GATE, 1 FOOT
 BJ4803'SE OF FENCE LINE, 91 FT. NE OF FENCE CORNER, 1 FOOT SW OF METAL
 BJ4803'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BJ4803'THOMPSON 1966 NO. 3 1967, PROJECTS 6 INCHES.
 BJ4803'
 BJ4803'REFERENCE MARK NO. 4 IS 86.32 FT. NE OF STATION, 40 FT. SE OF THE
 BJ4803'CENTERLINE OF ROAD, 26 FT. NE OF EAST GATE POST, 1 FOOT NW OF FENCE
 BJ4803'LINE, 1 FOOT SW OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 BJ4803'STAMPED THOMPSON 1966 NO. 4 1967, PROJECTS 2 INCHES.
 BJ4803'
 BJ4803'THE AZIMUTH MARK IS 0.2 MILE NE OF THE STATION, 50 FT. SE OF THE
 BJ4803'CENTERLINE OF A DIRT ROAD, 26 FT. SE OF THE SOUTHWEST ONE OF TWO
 BJ4803'TALL GATE POSTS.  1 FOOT NE OF A FENCE LINE, 18 FT. WNW OF THE
 BJ4803'NORTHWEST CORNER OF A TENANT HOUSE, 1 FOOT SE OF A METAL WITNESS
 BJ4803'POST.  IT IS A STANDARD DISK STAMPED THOMPSON 1966, PROJECTS ABOUT 2
 BJ4803'INCHES.
 BJ4803'
 BJ4803'TO REACH THE STATION FROM THE POST OFFICE IN SLAUGHTER, GO WEST ON
 BJ4803'STATE HIGHWAY 412 FOR 1.65 MILES TO A GRAVELED ROAD LEFT, JUST
 BJ4803'BEFORE CROSSING RAILROAD TRACKS, TURN LEFT AND GO 0.1 MILE TURN LEFT
 BJ4803'AND GO 1.45 MILES TO AZIMUTH MARK ON THE LEFT CONTINUE FOR 0.2 MILE
 BJ4803'TO STATION ON THE LEFT IN CATTLE LANE.
 BJ4803'
 BJ4803'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4803'
 BJ4803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WSW OF
 BJ4803'SLAUGHTER.
 BJ4803
 BJ4803                          STATION RECOVERY (1970)
 BJ4803
 BJ4803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4803'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 BJ4803'GOOD CONDITION.  REFERENCE MARK 1 AND 2 HAS BEEN DESTROYED.
 BJ4803'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED BY THE MARK MAINTENANCE
 BJ4803'IN 1967.  THE DIRECTION AND DISTANCE TO THE AZIMUTH MARK AND
 BJ4803'REFERENCE MARK 3 AND 4 CHECKED THE 1966 AND 1967 DATA ADEQUATELY.
 BJ4803'
 BJ4803'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF ZACHARY, 2.5
 BJ4803'MILES WEST-SOUTHWEST OF SLAUGHTER, 1.5 MILES NORTHEAST OF PLAINS AND
 BJ4803'ON LAND OWNED BY MR. F.M. THOMPSON, ROUTE 1, BOX 252, ZACHARY,
 BJ4803'LOUISIANA 70791, TELEPHONE NUMBER 654-2152.
 BJ4803'
 BJ4803'TO REACH THE STATION FROM THE POST OFFICE IN SLAUGHTER, GO WEST ON
 BJ4803'STATE HIGHWAY 412 FOR 1.65 MILES TO A GRAVELED SIDE ROAD, JUST
 BJ4803'BEFORE REACHING A RAILROAD CROSSING.  TURN LEFT AND GO SOUTH AND
 BJ4803'SOUTHWEST ON A GRAVELED ROAD FOR 0.1 MILE TO A GRAVELED T-ROAD.
 BJ4803'TURN LEFT AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 1.45 MILES TO
 BJ4803'THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHERLY ON THE GRAVELED
 BJ4803'ROAD FOR 0.1 MILE TO A PAVED ROAD, CONTINUE SOUTHERLY ON THE PAVED
 BJ4803'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 BJ4803'
 BJ4803'THE STATION MARK IS A STANDARD DISK, STAMPED THOMPSON 1966, SET IN
 BJ4803'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BJ4803'BELOW THE GROUND SURFACE.  IT IS 61 FEET SOUTHEAST OF THE CENTER
 BJ4803'OF THE PAVED ROAD, 39 FEET SOUTH OF THE CENTER OF A METAL GATE
 BJ4803'AND 28 FEET SOUTHWEST OF A FENCE.
 BJ4803'
 BJ4803'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED THOMPSON NO 3 1966 1967,
 BJ4803'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4803'PROJECTS 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET
 BJ4803'WEST-NORTHWEST OF THE CENTER OF THE PAVED ROAD, 6 FEET
 BJ4803'EAST-SOUTHEAST OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BJ4803'
 BJ4803'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED THOMPSON NO 4 1966 1967,
 BJ4803'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4803'FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET SOUTHEAST OF THE
 BJ4803'PAVED ROAD, 1 FOOT NORTHWEST OF A FENCE AND 1 FOOT SOUTHWEST OF A
 BJ4803'METAL WITNESS POST.
 BJ4803'
 BJ4803'AZIMUTH MARK IS A STANDARD DISK, STAMPED THOMPSON 1966, SET IN THE
 BJ4803'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 BJ4803'ABOVE THE GROUND SURFACE.  IT IS 51 FEET SOUTHEAST OF THE CENTER OF
 BJ4803'THE GRAVELED ROAD 17 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 BJ4803'OF A FRAME HOUSE AND 0.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 BJ4803'
 BJ4803'HEIGHT OF LIGHT ABOVE STATION MARK 38.7 METERS.
 BJ4803'
 BJ4803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 BJ4803'WEST-SOUTHWEST OF SLAUGHTER.
 BJ4803
 BJ4803                          STATION RECOVERY (1985)
 BJ4803
 BJ4803'RECOVERY NOTE BY LA TRANSP AND DEV 1985 (TLH)
 BJ4803'THE SURFACE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 BJ4803'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND
 BJ4803'DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 4 MISSED THE
 BJ4803'PREVIOUS PUBLISHED DATA.  REFERENCE MARK 5 WAS ESTABLISHED THIS DATE.
 BJ4803'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 BJ4803'
 BJ4803'THE STATION IS LOCATED ABOUT 4.8 KM (3 MILES) WEST-SOUTHWEST OF
 BJ4803'SLAUGHTER, 7.2 KM (4.5 MI) NORTHWEST OF ZACHARY, AND 0.16 KM (0.1
 BJ4803'MILE) SOUTH OF THE PARISH LINE.  PROPERTY OWNERSHIP--MR. F. M.
 BJ4803'THOMPSON.
 BJ4803'
 BJ4803'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF SLAUGHTER,
 BJ4803'DRIVE WESTERLY ON STATE HIGHWAY 412 FOR 2.6 KM (1.65 MI) TO A
 BJ4803'GRAVELED SIDE ROAD LEFT, THENCE LEFT AND FOLLOW THE GRAVELED ROAD FOR
 BJ4803'0.2 KM (0.1 MI), THENCE LEFT AND GO SOUTHWESTERLY ON A GRAVELED ROAD
 BJ4803'FOR 2.3 KM (1.45 MI) TO A HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 BJ4803'CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.3 KM (0.2 MI) TO
 BJ4803'THE STATION ON THE LEFT.
 BJ4803'
 BJ4803'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 BJ4803'STAMPED---THOMPSON 1966---SET INTO THE TOP OF A ROUND CONCRETE
 BJ4803'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ4803'27.8 METERS (91.5 FEET) ENE FROM A POWER POLE, 18.6 METERS (61 FEET)
 BJ4803'WNW FROM THE CENTER OF A PAVED ROAD, 6.4 METERS (21 FEET) WNW FROM A
 BJ4803'METAL WITNESS POST, AND 6.2 METERS (20.5 FEET) WNW FROM A NET WIRE
 BJ4803'FENCE.
 BJ4803'
 BJ4803'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 BJ4803'NOS) DISK STAMPED---THOMPSON 1966---SET INTO AN IRREGULAR MASS OF
 BJ4803'CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ4803'
 BJ4803'REFERENCE MARK NO. 4 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 BJ4803'NOS) DISK STAMPED---THOMPSON 1966 NO 4 1967---SET INTO THE TOP OF A
 BJ4803'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ4803'GROUND LOCATED 22.9 METERS (75 FEET) NNE FROM A POWER POLE, 11.9
 BJ4803'METERS (39 FEET) NW FROM THE CENTER OF A PAVED ROAD, 1.5 METERS (5
 BJ4803'FEET) W FROM A NET WIRE FENCE, AND 1.5 METERS (5 FEET) SW FROM A
 BJ4803'METAL WITNESS POST.
 BJ4803'
 BJ4803'REFERENCE MARK NO. 5 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 BJ4803'NOS) DISK STAMPED---THOMPSON 1966 NO 5 1985---SET INTO THE TOP OF A
 BJ4803'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER LOCATED 14.6
 BJ4803'METERS (48 FEET) W FROM THE CENTER OF A PAVED ROAD, 0.61 METER (2
 BJ4803'FEET) E FROM A NET WIRE FENCE, AND 0.6 METER (2 FEET) SE FROM A METAL
 BJ4803'WITNESS POST.
 BJ4803'
 BJ4803'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS)
 BJ4803'DISK STAMPED---THOMPSON 1966---SET INTO THE TOP OF A ROUND CONCRETE
 BJ4803'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 2.5 CM (1 INCH)
 BJ4803'ABOVE THE GROUND LOCATED 15.09 METERS (49.5 FEET) SE FROM THE CENTER
 BJ4803'OF THE GRAVELED ROAD, 5.33 METERS (17.5 FEET) WSW FROM THE SOUTHWEST
 BJ4803'CORNER OF A WOOD FRAME HOUSE, AND NE FROM A ME.
 BJ4803'
 BJ4803'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON GRAVELED
 BJ4803'ROAD FOR 0.3 KM (0.2 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 BJ4803
 BJ4803                          STATION RECOVERY (1987)
 BJ4803
 BJ4803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BJ4803'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ4803'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BJ4803'OBSERVATIONS.
 BJ4803'
 BJ4803'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 BJ4803'NORTHWEST OF ZACHARY, 4.8 KM (3 MI) WEST-SOUTHWEST OF SLAUGHTER AND
 BJ4803'0.16 KM (0.1 MI) SOUTH OF THE PARISH LINE.
 BJ4803'OWNERSHIP--MRS. BERTHA K. THOMPSON. TELEPHONE 504-654-2152.
 BJ4803'
 BJ4803'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF SLAUGHTER
 BJ4803'GO WESTERLY ON STATE HIGHWAY 412 FOR 2.6 KM (1.65 MI) TO A GRAVELED
 BJ4803'SIDE ROAD LEFT. TURN LEFT AND FOLLOW THE GRAVELED ROAD FOR 0.2 KM
 BJ4803'(0.1 MI), THEN LEFT AND GO SOUTHWESTERLY ON A GRAVELED ROAD FOR 2.3
 BJ4803'KM (1.45 MI) TO A HOUSE AND THE AZIMUTH MARK ON THE LEFT. CONTINUE
 BJ4803'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.3 KM (0.2 MI) TO THE
 BJ4803'STATION ON THE LEFT.
 BJ4803'
 BJ4803'THE STATION IS A STANDARD CGS DISK
 BJ4803'STAMPED---THOMPSON 1966---,
 BJ4803'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ4803'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BJ4803'27.9 METERS (91.5 FT) EAST-NORTHEAST FROM A POWER POLE,
 BJ4803'18.6 METERS (61 FT) WEST-NORTHWEST FROM THE CENTER OF A PAVED ROAD,
 BJ4803'6.4 METERS (21 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND
 BJ4803'6.3 METERS (20.5 FT) WEST-NORTHWEST FROM A NET WIRE FENCE.
 BJ4803'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 BJ4803'STAMPED---THOMPSON 1966---,
 BJ4803'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 BJ4803'
 BJ4803'DESCRIBED BY R.A. BRANCH. TYPED BY WJR.
 BJ4803
 BJ4803                          STATION RECOVERY (1988)
 BJ4803
 BJ4803'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BJ4803'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST-SOUTHWEST OF
 BJ4803'SLAUGHTER, 7.2 KM (4.45 MI) NORTHWEST OF ZACHARY AND 0.16 KM
 BJ4803'(0.10 MI) SOUTH OF THE PARISH LINE.  OWNERSHIP--MR. F. M. THOMPSON
 BJ4803'TO REACH THE STATION FROM THE POST OFFICE IN SLAUGHTER GO WEST FOR 2.6
 BJ4803'KM (1.60 MI) ON STATE HIGHWAY 412 TO A GRAVELED SIDE ROAD LEFT.  TURN
 BJ4803'LEFT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE GRAVELED ROAD TO A
 BJ4803'GRAVELED ROAD LEFT.  TURN LEFT AND GO SOUTHWEST FOR 2.3 KM (1.45 MI)
 BJ4803'ON THE GRAVELED ROAD TO THE AZIMUTH MARK ON THE LEFT NEAR THE END OF
 BJ4803'THE PAVEMENT.  CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 0.3 KM
 BJ4803'(0.20 MI) ON THE PAVED ROAD TO THE STATION ON THE LEFT IN A FIELD.
 BJ4803'THE STATION IS 27.8 M (91.2 FT) EAST-NORTHEAST OF A POWER POLE, 18.6 M
 BJ4803'(61.0 FT) WEST-NORTHWEST FROM THE CENTER OF A PAVED ROAD, 6.4 M
 BJ4803'(21.0 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND 6.2 M
 BJ4803'(20.3 FT) WEST-NORTHWEST FROM A NET WIRE FENCE.
 BJ4803
 BJ4803                          STATION RECOVERY (1989)
 BJ4803
 BJ4803'RECOVERED 1989
 BJ4803'RECOVERED IN GOOD CONDITION.
 BJ4803
 BJ4803                          STATION RECOVERY (1989)
 BJ4803
 BJ4803'RECOVERED 1989
 BJ4803'RECOVERED IN GOOD CONDITION.
 BJ4803
 BJ4803                          STATION RECOVERY (1991)
 BJ4803
 BJ4803'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BJ4803'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF JACKSON,
 BJ4803'2.5 MI (4.0 KM) WEST-SOUTHWEST OF SLAUGHTER AND 2.5 MI (4.0 KM)
 BJ4803'NORTH-NORTHWEST OF ZACHARY. OWNERSHIP--MRS. F. M. THOMPSON.
 BJ4803'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 964 ON
 BJ4803'THE WEST EDGE OF ZACHARY, GO NORTH FOR 2.85 MI (4.59 KM) ON HIGHWAY
 BJ4803'964 TO THE JUNCTION OF BRAIN ROAD ON THE RIGHT AND THE PLAINS
 BJ4803'SUPERMARKET ON THE LEFT, TURN RIGHT AND GO EAST FOR 1.4 MI (2.3 KM)
 BJ4803'ON BRAIN ROAD TO THE STATION ON THE RIGHT.
 BJ4803'THE STATION IS 91.5 FT (27.9 M) EAST-NORTHEAST FROM A POWER POLE, 61.0
 BJ4803'FT (18.6 M) EAST-SOUTHEAST FROM THE CENTER OF THE PAVED ROAD, 22.0 FT
 BJ4803'(6.7 M) EAST-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED,
 BJ4803'22.0 FT (6.7 M) EAST-SOUTHEAST FROM A FIBER GLASS WITNESS POST, 21.0
 BJ4803'FT (6.4 M) EAST-SOUTHEAST FROM A NET WIRE FENCE, FLUSH WITH THE
 BJ4803'GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF THE ROAD.
 BJ4803
 BJ4803                          STATION RECOVERY (1992)
 BJ4803
 BJ4803'RECOVERED 1992
 BJ4803'RECOVERED IN GOOD CONDITION.
 BJ4803
 BJ4803                          STATION RECOVERY (1996)
 BJ4803
 BJ4803'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ4803'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST-SOUTHWEST OF
 BJ4803'SLAUGHTER, 4.5 MI (7.2 KM) NORTHWEST OF ZACHARY AND 12.0 MI (19.3 KM)
 BJ4803'SOUTHEAST OF ST.  FRANCISVILLE.  OWNERSHIP--MRS.  F.  M.  THOMPSON. TO
 BJ4803'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 412 IN
 BJ4803'SLAUGHTER, GO WEST FOR 1.85 MI (2.98 KM) ON HIGHWAY 412 TO THE
 BJ4803'JUNCTION OF BRIAN ROAD ON THE LEFT JUST EAST OF A RAILROAD CROSSING
 BJ4803'HIGHWAY 412, TURN LEFT AND GO SOUTH FOR 1.8 MI (2.9 KM) ON BRIAN ROAD
 BJ4803'TO THE STATION SET ON THE LEFT. THE STATION IS 91.5 FT (27.9 M)
 BJ4803'EAST-NORTHEAST FROM A POWER POLE, 61.0 FT (18.6 M) EAST-SOUTHEAST FROM
 BJ4803'THE CENTER OF THE ROAD, 22.0 FT (6.7 M) EAST-SOUTHEAST FROM A METAL
 BJ4803'WITNESS POST WITH A SIGH ATTACHED AND A FIBERGLASS WITNESS POST SET
 BJ4803'TOGETHER, 21.0 FT (6.4 M) EAST-SOUTHEAST FROM A NET WIRE FENCE, FLUSH
 BJ4803'WITH THE GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF
 BJ4803'THE ROAD.
 BJ4803
 BJ4803                          STATION RECOVERY (1999)
 BJ4803
 BJ4803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ4803'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) NORTHWEST OF ZACHARY,
 BJ4803'6.2 KM (3.85 MI) WEST-SOUTHWEST OF SLAUGHTER, IN THE ROAD
 BJ4803'RIGHT-OF-WAY.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION.  TO
 BJ4803'REACH FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 412 IN SLAUGHTER, GO
 BJ4803'WEST ON HIGHWAY 412 FOR 2.9 KM (1.80 MI) TO BRIAN ROAD ON THE LEFT
 BJ4803'JUST AFTER A RAILROAD CROSSING.  TURN LEFT, SOUTH, ON THE ROAD FOR
 BJ4803'2.85 KM (1.75 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN
 BJ4803'THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 27.9 M
 BJ4803'(91.5 FT) EAST-NORTHEAST OF A POWER POLE, 18.6 M (61.0 FT)
 BJ4803'EAST-SOURHEAST OF THE ROAD CENTER, 6.7 M (22.0 FT) EAST-SOUTHEAST OF A
 BJ4803'WITNESS POST, AND 6.4 M, (21.0 FT) EAST-SOUTHEAST OF A WIRE FENCE.
 BJ4803
 BJ4803                          STATION RECOVERY (2003)
 BJ4803
 BJ4803'RECOVERY NOTE BY 3001, INC 2003 (KD)
 BJ4803'THE STATION IS LOCATED 4.45 MILES NORTHWEST OF ZACHARY, 3.85 MILES
 BJ4803'WEST SOUTH WEST OF  SLAUGHTER, IN THE RIGHT OF WAY.
 BJ4803' 
 BJ4803'OWNERSHIP UNKNOWN
 BJ4803' 
 BJ4803'TO REACH THE STATION FROM THE INTERSECTION OF HWY 19 AND HWY 412 IN
 BJ4803'SLAUGHTER, HEAD  WESTON HWY 412 FOR 1.80 MILES TO BRIAN ROAD ON THE
 BJ4803'LEFT, JUST AFTER RAIROAD CROSSING.  TURN SOUTH (LEFT) ON BRIAN ROAD
 BJ4803'AND GO 1.75 MILES TO THE STATION ON THE LEFT. THE STATION  IS SET IN
 BJ4803'THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 BJ4803' 
 BJ4803'THE STATION IS 91.5 FEET EAST NORTHEAST OF A POWER POLE, 61.0 FEET
 BJ4803'EAST-SOUTHEAST OF  THE CENTERLINE OF ROAD, 22.0 FEET EAST SOUTHEAST OF
 BJ4803'A WITNESS POST, AND 21.0 FEET EAST  SOUTHEAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2966 ***********************************************************************
 CQ2966  DESIGNATION -  THOMPSON
 CQ2966  PID         -  CQ2966
 CQ2966  STATE/COUNTY-  LA/CLAIBORNE
 CQ2966  USGS QUAD   -  ARIZONA (1986)
 CQ2966
 CQ2966                         *CURRENT SURVEY CONTROL
 CQ2966  ___________________________________________________________________
 CQ2966* NAD 83(1992)-  32 49 17.02303(N)    092 58 12.71621(W)     ADJUSTED  
 CQ2966* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 CQ2966  ___________________________________________________________________
 CQ2966  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CQ2966  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ2966
 CQ2966  HORZ ORDER  -  FIRST
 CQ2966
 CQ2966.The horizontal coordinates were established by classical geodetic methods
 CQ2966.and adjusted by the National Geodetic Survey in September 1999..
 CQ2966
 CQ2966.The orthometric height was scaled from a topographic map.
 CQ2966
 CQ2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2966
 CQ2966.The geoid height was determined by GEOID03.
 CQ2966
 CQ2966;                    North         East     Units Scale Factor Converg.
 CQ2966;SPC LA N     -   257,492.157   955,968.500   MT  1.00003894   -0 14 54.9
 CQ2966;SPC LA N     -   844,788.85  3,136,373.32   sFT  1.00003894   -0 14 54.9
 CQ2966;UTM  15      - 3,631,487.485   502,789.486   MT  0.99960010   +0 00 58.2
 CQ2966
 CQ2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2966!SPC LA N     -   0.99998871  x   1.00003894  =   1.00002765
 CQ2966!UTM  15      -   0.99998871  x   0.99960010  =   0.99958881
 CQ2966
 CQ2966|---------------------------------------------------------------------|
 CQ2966| PID    Reference Object                     Distance      Geod. Az  |
 CQ2966|                                                           dddmmss.s |
 CQ2966| CY5690 THOMPSON RM 1                        26.005 METERS 01744     |
 CQ2966| CY5691 THOMPSON RM 2                        19.598 METERS 13742     |
 CQ2966| CQ2965 PTS 80 Y USGS 1941                   27.300 METERS 18742     |
 CQ2966| CY5689 THOMPSON AZ MK                                     3261840.9 |
 CQ2966|---------------------------------------------------------------------|
 CQ2966
 CQ2966                          SUPERSEDED SURVEY CONTROL
 CQ2966
 CQ2966  NAD 83(1992)-  32 49 17.02610(N)    092 58 12.71551(W) AD(       ) 1
 CQ2966  NAD 83(1986)-  32 49 17.03578(N)    092 58 12.70651(W) AD(       ) 1
 CQ2966  NAD 27      -  32 49 16.50100(N)    092 58 12.13300(W) AD(       ) 1
 CQ2966
 CQ2966.Superseded values are not recommended for survey control.
 CQ2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2966.See file dsdata.txt to determine how the superseded data were derived.
 CQ2966
 CQ2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0278931487(NAD 83)
 CQ2966_MARKER: DS = TRIANGULATION STATION DISK
 CQ2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2966
 CQ2966  HISTORY     - Date     Condition        Report By
 CQ2966  HISTORY     - 1941     MONUMENTED       CGS
 CQ2966
 CQ2966                          STATION DESCRIPTION
 CQ2966
 CQ2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KBJ)
 CQ2966'STATION IS LOCATED NEAR THE S 1/2 OF SECTION 10, T 21 N,
 CQ2966'R 6 W, ABOUT 5 MILES NE OF THE TOWN OF HOMER, ON LAND OWNED
 CQ2966'AND OCCUPIED BY JOE THOMPSON (COLORED).
 CQ2966'
 CQ2966'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ2966'DISKS SET IN CONCRETE.
 CQ2966'
 CQ2966'STATION MARK IS STAMPED THOMPSON 1941 AND PROJECTS 6 INCHES.
 CQ2966'IT IS 28 FEET N OF A FENCE CORNER, 12 FEET N OF A FENCE,
 CQ2966'52 FEET NE OF THE NE CORNER OF THOMPSONS HOUSE, 23 FEET
 CQ2966'W OF THE CENTER OF A DIRT ROAD AND 27.300 METERS N OF PRIMARY
 CQ2966'TRAVERSE STATION NO. 80 Y 77 A (U.S.G.S.) 1923.
 CQ2966'
 CQ2966'REFERENCE MARK NO. 1 IS STAMPED THOMPSON NO. 1 1941, AND
 CQ2966'PROJECTS 4 INCHES.  IT IS 14 FEET E OF THE CENTER OF A DIRT
 CQ2966'ROAD.
 CQ2966'
 CQ2966'REFERENCE MARK NO. 2 IS STAMPED THOMPSON NO. 2 1941, AND
 CQ2966'PROJECTS 12 INCHES.  IT IS 18 FEET E OF THE CENTER OF A
 CQ2966'DIRT ROAD.
 CQ2966'
 CQ2966'THE AZIMUTH MARK IS STAMPED THOMPSON 1941 AND PROJECTS 6
 CQ2966'INCHES.  IT IS 15 FEET W OF A WHITE REFERENCE POST, 30 FEET
 CQ2966'W OF THE CENTER OF A DIRT ROAD AND 66 FEET E OF THE HOME
 CQ2966'OF T. PERCOATES (COLORED).  TO REACH THE AZIMUTH MARK FROM
 CQ2966'THE STATION, GO N ON THE DIRT ROAD 0.25 MILE TO THE AZIMUTH
 CQ2966'MARK ON THE LEFT SIDE OF THE ROAD NEAR A HOUSE.
 CQ2966'
 CQ2966'TO REACH THE STATION FROM THE COURTHOUSE IN HOMER, GO E
 CQ2966'ON STATE HIGHWAY 11 FOR 5.4 MILES TO A DIRT CROSS ROAD AT
 CQ2966'A CITIES SERVICE STATION ON THE RIGHT, TURN LEFT ON DIRT
 CQ2966'ROAD AND GO 0.85 MILE TO A FORK, TAKE LEFT FORK (MAIN ROAD)
 CQ2966'AND GO 0.05 MILE TO THE HOME OF JOE THOMPSON ON THE LEFT
 CQ2966'AND STATION NEAR HOUSE.
 CQ2966'
 CQ2966'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5284 ***********************************************************************
 BJ5284  DESIGNATION -  THOMPSON AZ MK
 BJ5284  PID         -  BJ5284
 BJ5284  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5284  USGS QUAD   -  ZACHARY (1980)
 BJ5284
 BJ5284                         *CURRENT SURVEY CONTROL
 BJ5284  ___________________________________________________________________
 BJ5284* NAD 83(1992)-  30 42 30.67716(N)    091 11 20.24199(W)     ADJUSTED  
 BJ5284* NAVD 88     -        35.346  (meters)     115.96   (feet)  ADJUSTED  
 BJ5284  ___________________________________________________________________
 BJ5284  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BJ5284  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ5284  DYNAMIC HT  -          35.300 (meters)     115.81  (feet)  COMP
 BJ5284  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ5284
 BJ5284  HORZ ORDER  -  SECOND
 BJ5284  VERT ORDER  -  SECOND    CLASS I
 BJ5284
 BJ5284.The horizontal coordinates were established by classical geodetic methods
 BJ5284.and adjusted by the National Geodetic Survey in January 1993..
 BJ5284.No horizontal observational check was made to the station.
 BJ5284
 BJ5284.The orthometric height was determined by differential leveling
 BJ5284.and adjusted by the National Geodetic Survey in September 1998..
 BJ5284
 BJ5284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5284
 BJ5284.The geoid height was determined by GEOID03.
 BJ5284
 BJ5284.The dynamic height is computed by dividing the NAVD 88
 BJ5284.geopotential number by the normal gravity value computed on the
 BJ5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ5284.degrees latitude (g = 980.6199 gals.).
 BJ5284
 BJ5284.The modeled gravity was interpolated from observed gravity values.
 BJ5284
 BJ5284;                    North         East     Units Scale Factor Converg.
 BJ5284;SPC LA S     -   244,816.863 1,013,830.424   MT  1.00000182   +0 04 19.9
 BJ5284;SPC LA S     -   803,203.32  3,326,208.65   sFT  1.00000182   +0 04 19.9
 BJ5284;UTM  15      - 3,398,699.536   673,430.791   MT  0.99997105   +0 55 30.3
 BJ5284
 BJ5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5284!SPC LA S     -   0.99999874  x   1.00000182  =   1.00000056
 BJ5284!UTM  15      -   0.99999874  x   0.99997105  =   0.99996979
 BJ5284
 BJ5284                          SUPERSEDED SURVEY CONTROL
 BJ5284
 BJ5284  NAD 83(1986)-  30 42 30.69551(N)    091 11 20.23863(W) AD(       ) 2
 BJ5284  NGVD 29 (06/20/87)   35.4    (m)          116.     (f) GPS OBS        
 BJ5284
 BJ5284.Superseded values are not recommended for survey control.
 BJ5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5284.See file dsdata.txt to determine how the superseded data were derived.
 BJ5284
 BJ5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7343198700(NAD 83)
 BJ5284_MARKER: DZ = AZIMUTH MARK DISK
 BJ5284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5284_STAMPING: THOMPSON 1966
 BJ5284_MARK LOGO: CGS   
 BJ5284_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5284+STABILITY: SURFACE MOTION
 BJ5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ5284+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1996
 BJ5284
 BJ5284  HISTORY     - Date     Condition        Report By
 BJ5284  HISTORY     - 1966     MONUMENTED       CGS
 BJ5284  HISTORY     - 1985     GOOD             LADTD
 BJ5284  HISTORY     - 19960108 GOOD             LADTD
 BJ5284
 BJ5284                          STATION DESCRIPTION
 BJ5284
 BJ5284'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 BJ5284'THE STATION IS LOCATED ABOUT 4.8 KM (3 MILES) WEST-SOUTHWEST OF
 BJ5284'SLAUGHTER AND 7.6 KM (4.75 MILES) NORTHWEST OF ZACHARY.
 BJ5284'
 BJ5284'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF SLAUGHTER,
 BJ5284'DRIVE WESTERLY ON STATE HIGHWAY 412 FOR 2.6 KM (1.65 MI) TO A
 BJ5284'GRAVELED SIDE ROAD LEFT, THENCE LEFT AND FOLLOW THE GRAVELED ROAD FOR
 BJ5284'0.2 KM (0.1 MI) THENCE LEFT AND GO SOUTHWESTERLY ON A GRAVELED ROAD
 BJ5284'FOR 2.3 KM (1.45 MI) TO A HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 BJ5284'
 BJ5284'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 BJ5284'STAMPED---THOMPSON 1966---SET INTO THE TOP OF A ROUND CONCRETE
 BJ5284'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 BJ5284'15.09 METERS (49.5 FEET) SE FROM THE CENTER OF THE GRAVELED ROAD,
 BJ5284'5.33 METERS (17.5 FEET) WSW FROM THE SOUTHWEST CORNER OF A WOOD FRAME
 BJ5284'HOUSE, AND 4.9 METERS (16 FEET) NE FROM A 4-INCH MAMOSA TREE.
 BJ5284
 BJ5284                          STATION RECOVERY (1996)
 BJ5284
 BJ5284'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BJ5284'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST-SOUTHWEST OF
 BJ5284'SLAUGHTER, 4.5 MI (7.2 KM) NORTHWEST OF ZACHARY AND 12.0 MI (19.3 KM)
 BJ5284'SOUTHEAST OF ST.  FRANCISVILLE.  OWNERSHIP--MR.  S.  V.  REEVES, 24632
 BJ5284'BRIAN RD, ZACHARY, LA.  PHONE 504-654-3183. TO REACH THE STATION FROM
 BJ5284'THE JUNCTION OF STATE HIGHWAYS 19 AND 412 IN SLAUGHTER, GO WEST FOR
 BJ5284'1.85 MI (2.98 KM) ON HIGHWAY 412 TO THE JUNCTION OF BRIAN ROAD ON THE
 BJ5284'LEFT JUST EAST OF A RAILROAD CROSSING THE HIGHWAY, TURN LEFT AND GO
 BJ5284'SOUTH FOR 1.6 MI (2.6 KM) ON BRIAN ROAD TO THE STATION SET ON THE
 BJ5284'LEFT. THE STATION IS 74.5 FT (22.7 M) SOUTH-SOUTHWEST FROM A POWER
 BJ5284'POLE WITH A GUY WIRE, 53.0 FT (16.2 M) EAST-SOUTHEAST FROM THE CENTER
 BJ5284'OF THE ROAD, 48.5 FT (14.8 M) WEST FROM THE SOUTHWEST CORNER OF A
 BJ5284'PORCH ON THE REEVES RESIDENCE, 39.0 FT (11.9 M) EAST-SOUTHEAST FROM
 BJ5284'THE SOUTHWEST END OF A METAL CULVERT, 26.0 FT (7.9 M) EAST FROM
 BJ5284'TELEPHONE PEDISTAL NUMBER 24N-15, FLUSH WITH THE GROUND SURFACE AND
 BJ5284'ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8816 ***********************************************************************
 AE8816  DESIGNATION -  THOMPSON RM 4
 AE8816  PID         -  AE8816
 AE8816  STATE/COUNTY-  LA/EAST BATON ROUGE
 AE8816  USGS QUAD   -  ZACHARY (1980)
 AE8816
 AE8816                         *CURRENT SURVEY CONTROL
 AE8816  ___________________________________________________________________
 AE8816* NAD 83(1986)-  30 42 22.     (N)    091 11 27.     (W)     SCALED    
 AE8816* NAVD 88     -        38.056  (meters)     124.86   (feet)  ADJUSTED  
 AE8816  ___________________________________________________________________
 AE8816  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AE8816  DYNAMIC HT  -          38.007 (meters)     124.69  (feet)  COMP
 AE8816  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 AE8816
 AE8816  VERT ORDER  -  SECOND    CLASS I
 AE8816
 AE8816.The horizontal coordinates were scaled from a topographic map and have
 AE8816.an estimated accuracy of +/- 6 seconds.
 AE8816
 AE8816.The orthometric height was determined by differential leveling
 AE8816.and adjusted by the National Geodetic Survey in September 1998..
 AE8816
 AE8816.The geoid height was determined by GEOID03.
 AE8816
 AE8816.The dynamic height is computed by dividing the NAVD 88
 AE8816.geopotential number by the normal gravity value computed on the
 AE8816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8816.degrees latitude (g = 980.6199 gals.).
 AE8816
 AE8816.The modeled gravity was interpolated from observed gravity values.
 AE8816
 AE8816;                    North         East    Units  Estimated Accuracy
 AE8816;SPC LA S     -   244,550.    1,013,650.      MT  (+/- 180 meters Scaled)
 AE8816
 AE8816                          SUPERSEDED SURVEY CONTROL
 AE8816
 AE8816.No superseded survey control is available for this station.
 AE8816
 AE8816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP732984(NAD 83)
 AE8816_MARKER: DR = REFERENCE MARK DISK
 AE8816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8816_STAMPING: THOMPSON 1966 NO. 4 1967
 AE8816_MARK LOGO: CGS   
 AE8816_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8816+STABILITY: SURFACE MOTION
 AE8816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8816+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1996
 AE8816
 AE8816  HISTORY     - Date     Condition        Report By
 AE8816  HISTORY     - 1966     MONUMENTED       CGS
 AE8816  HISTORY     - 19960108 GOOD             LADTD
 AE8816
 AE8816                          STATION DESCRIPTION
 AE8816
 AE8816'DESCRIBED BY LA TRANSP AND DEV 1996 (TLH)
 AE8816'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST-SOUTHWEST OF
 AE8816'SLAUGHTER, 4.5 MI (7.2 KM) NORTHWEST OF ZACHARY AND 12.0 MI (19.3 KM)
 AE8816'SOUTHEAST OF ST.  FRANCISVILLE.  OWNERSHIP--EAST BATON ROUGE PARISH.
 AE8816'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 412 IN
 AE8816'SLAUGHTER, GO WEST FOR 1.85 MI (2.98 KM) ON HIGHWAY 412 TO THE
 AE8816'JUNCTION OF BRIAN ROAD ON THE LEFT JUST EAST OF A RAILROAD CROSSING
 AE8816'HIGHWAY 412, TURN LEFT AND GO SOUTH FOR 1.8 MI (2.9 KM) ON BRIAN ROAD
 AE8816'TO THE STATION SET ON THE LEFT. THE STATION IS 86.5 FT (26.4 M)
 AE8816'NORTHEAST FROM STATION THOMPSON, 75.0 FT (22.9 M) NORTH-NORTHEAST FROM
 AE8816'A POWER POLE, 40.0 FT (12.2 M) SOUTH FROM THE CENTER OF THE ROAD, 1.0
 AE8816'FT (0.3 M) SOUTHWEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED, 2
 AE8816'INCHES ABOVE THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE
 AE8816'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8817 ***********************************************************************
 AE8817  DESIGNATION -  THOMPSON RM 5
 AE8817  PID         -  AE8817
 AE8817  STATE/COUNTY-  LA/EAST BATON ROUGE
 AE8817  USGS QUAD   -  ZACHARY (1980)
 AE8817
 AE8817                         *CURRENT SURVEY CONTROL
 AE8817  ___________________________________________________________________
 AE8817* NAD 83(1986)-  30 42 22.     (N)    091 11 27.     (W)     SCALED    
 AE8817* NAVD 88     -        38.241  (meters)     125.46   (feet)  ADJUSTED  
 AE8817  ___________________________________________________________________
 AE8817  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AE8817  DYNAMIC HT  -          38.191 (meters)     125.30  (feet)  COMP
 AE8817  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 AE8817
 AE8817  VERT ORDER  -  SECOND    CLASS I
 AE8817
 AE8817.The horizontal coordinates were scaled from a topographic map and have
 AE8817.an estimated accuracy of +/- 6 seconds.
 AE8817
 AE8817.The orthometric height was determined by differential leveling
 AE8817.and adjusted by the National Geodetic Survey in September 1998..
 AE8817
 AE8817.The geoid height was determined by GEOID03.
 AE8817
 AE8817.The dynamic height is computed by dividing the NAVD 88
 AE8817.geopotential number by the normal gravity value computed on the
 AE8817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8817.degrees latitude (g = 980.6199 gals.).
 AE8817
 AE8817.The modeled gravity was interpolated from observed gravity values.
 AE8817
 AE8817;                    North         East    Units  Estimated Accuracy
 AE8817;SPC LA S     -   244,550.    1,013,650.      MT  (+/- 180 meters Scaled)
 AE8817
 AE8817                          SUPERSEDED SURVEY CONTROL
 AE8817
 AE8817.No superseded survey control is available for this station.
 AE8817
 AE8817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP732984(NAD 83)
 AE8817_MARKER: DR = REFERENCE MARK DISK
 AE8817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8817_STAMPING: THOMPSON 1966 NO 5 1985
 AE8817_MARK LOGO: NGS   
 AE8817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8817+STABILITY: SURFACE MOTION
 AE8817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8817+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1996
 AE8817
 AE8817  HISTORY     - Date     Condition        Report By
 AE8817  HISTORY     - 1985     MONUMENTED       NGS
 AE8817  HISTORY     - 19960108 GOOD             LADTD
 AE8817
 AE8817                          STATION DESCRIPTION
 AE8817
 AE8817'DESCRIBED BY LA TRANSP AND DEV 1996 (TLH)
 AE8817'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST-SOUTHWEST OF
 AE8817'SLAUGHTER, 4.5 MI (7.2 KM) NORTHWEST OF ZACHARY AND 12.0 MI (19.3 KM)
 AE8817'SOUTHEAST OF ST.  FRANCISVILLE.  OWNERSHIP--EAST BATON ROUGE PARISH.
 AE8817'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 412 IN
 AE8817'SLAUGHTER, GO WEST FOR 1.85 MI (2.98 KM) ON HIGHWAY 412 TO THE
 AE8817'JUNCTION OF BRIAN ROAD ON THE LEFT JUST EAST OF A RAILROAD CROSSING
 AE8817'HIGHWAY 412, TURN LEFT AND GO SOUTH FOR 1.8 MI (2.9 KM) ON BRIAN ROAD
 AE8817'TO THE STATION SET ON THE RIGHT AT A DRIVE LEADING WEST INTO A FIELD.
 AE8817'THE STATION IS 48.0 FT (14.6 M) WEST-NORTHWEST FROM THE CENTER OF THE
 AE8817'ROAD, 11.5 FT (3.5 M) NORTH-NORTHEAST FROM THE CENTER OF THE DRIVE,
 AE8817'2.0 FT (0.6 M) EAST-SOUTHEAST FROM A BARBED WIRE FENCE, 1.5 FT (0.5 M)
 AE8817'SOUTH FROM A METAL WITNESS POST WITH A SIGN ATTACHED, FLUSH WITH THE
 AE8817'GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3029 ***********************************************************************
 BX3029  DESIGNATION -  THORN
 BX3029  PID         -  BX3029
 BX3029  STATE/COUNTY-  LA/SABINE
 BX3029  USGS QUAD   -  LORING (1994)
 BX3029
 BX3029                         *CURRENT SURVEY CONTROL
 BX3029  ___________________________________________________________________
 BX3029* NAD 83(1992)-  31 30 14.23914(N)    093 33 23.85226(W)     ADJUSTED  
 BX3029* NAVD 88     -        81.5    (meters)     267.     (feet)  VERTCON   
 BX3029  ___________________________________________________________________
 BX3029  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 BX3029  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BX3029
 BX3029  HORZ ORDER  -  SECOND
 BX3029
 BX3029.The horizontal coordinates were established by classical geodetic methods
 BX3029.and adjusted by the National Geodetic Survey in January 1993..
 BX3029
 BX3029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3029
 BX3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3029
 BX3029.The geoid height was determined by GEOID03.
 BX3029
 BX3029;                    North         East     Units Scale Factor Converg.
 BX3029;SPC LA N     -   111,803.362   899,629.886   MT  0.99994065   -0 33 31.1
 BX3029;SPC LA N     -   366,808.20  2,951,535.72   sFT  0.99994065   -0 33 31.1
 BX3029;UTM  15      - 3,485,589.201   447,142.270   MT  0.99963446   -0 17 27.2
 BX3029
 BX3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3029!SPC LA N     -   0.99999140  x   0.99994065  =   0.99993205
 BX3029!UTM  15      -   0.99999140  x   0.99963446  =   0.99962586
 BX3029
 BX3029|---------------------------------------------------------------------|
 BX3029| PID    Reference Object                     Distance      Geod. Az  |
 BX3029|                                                           dddmmss.s |
 BX3029| BX3028 THORN LDH 1971 A PT                   7.196 METERS 01703     |
 BX3029| CV8492 THORN AZ MK                                        0401305.0 |
 BX3029| CV8493 THORN RM 1                           11.816 METERS 04058     |
 BX3029| CV8494 THORN RM 2                           16.194 METERS 30023     |
 BX3029|---------------------------------------------------------------------|
 BX3029
 BX3029                          SUPERSEDED SURVEY CONTROL
 BX3029
 BX3029  NAD 83(1986)-  31 30 14.24937(N)    093 33 23.84706(W) AD(       ) 2
 BX3029  NAD 27      -  31 30 13.61432(N)    093 33 23.20965(W) AD(       ) 2
 BX3029  NGVD 29 (07/19/86)   81.6    (m)          268.     (f) VERT ANG       
 BX3029
 BX3029.Superseded values are not recommended for survey control.
 BX3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3029.See file dsdata.txt to determine how the superseded data were derived.
 BX3029
 BX3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4714285589(NAD 83)
 BX3029_MARKER: DD = SURVEY DISK
 BX3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3029
 BX3029  HISTORY     - Date     Condition        Report By
 BX3029  HISTORY     - 1971     MONUMENTED       LADH
 BX3029  HISTORY     - 1971     GOOD             LADH
 BX3029
 BX3029                          STATION DESCRIPTION
 BX3029
 BX3029'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RJT)
 BX3029'THE STATION IS LOCATED 7 MILES NORTHWEST OF FLORIEN, 7 MILES
 BX3029'SOUTHWEST OF MANY AND 10 MILES SOUTHEAST OF ZWOLLE, IN THE SOUTHWEST
 BX3029'1/4 OF SECTION 13, T6N, R12W, AND ON THE PROPERTY OWNED BY
 BX3029'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BX3029'
 BX3029'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 NORTH
 BX3029'AND STATE HIGHWAY 6 IN MANY, DRIVE SOUTHWEST ALONG STATE HIGHWAY
 BX3029'6 FOR 5.3 MILES TO ITS JUNCTION WITH STATE HIGHWAY 476 ON THE LEFT,
 BX3029'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 476 FOR 1.4 MILES.  THE
 BX3029'STATION IS SET ON THE LEFT AND SOUTHEAST OF THE HIGHWAY NEAR A
 BX3029'FENCE.
 BX3029'
 BX3029'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTHEAST ALONG
 BX3029'STATE HIGHWAY 476 FOR 0.3 MILE.  THE MARK IS SET ON THE RIGHT AND
 BX3029'NORTHEAST OF THE HIGHWAY NEAR A GRAVEL ROAD.
 BX3029'
 BX3029'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3029'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3029'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3029'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3029'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3029'STAMPED THORN 1971.  THE MARK IS 28 FEET SOUTHWEST OF A 20 INCH
 BX3029'HACKBERRY, 27 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 476,
 BX3029'10 FEET SOUTH OF A POWER POLE, 4 FEET NORTHWEST OF A FENCE, AND 2
 BX3029'FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX3029'
 BX3029'REFERENCE MARK I IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3029'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3029'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3029'STAMPED THORN R. M. 1 1971.  IT IS 70 FEET SOUTH OF THE CENTER OF
 BX3029'A CATTLE GUARD, 33 FEET EAST-NORTHEAST OF A POWER POLE, 27 FEET
 BX3029'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 476, AND 4 FEET
 BX3029'NORTHWEST OF A FENCE.
 BX3029'
 BX3029'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3029'U. S. COAST GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3029'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3029'STAMPED THORN R. M. 2 1971.  IT IS 104 FEET SOUTH-SOUTHWEST OF THE
 BX3029'CENTER OF A CATTLE GUARD, 24 FEET WEST-NORTHWEST OF THE CENTER OF
 BX3029'STATE HIGHWAY 476, AND 1.5 FEET EAST-SOUTHEAST OF A FENCE.
 BX3029'
 BX3029'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3029'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3029'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3029'STAMPED THORN AZ. MK. 1971.  IT IS 41 FEET EAST-SOUTHEAST OF THE
 BX3029'CENTER OF STATE HIGHWAY 476, 29 FEET NORTH-NORTHEAST OF THE
 BX3029'CENTER OF A GRAVEL ROAD, 18 FEET NORTH-NORTHWEST OF A PINE TREE,
 BX3029'18 FEET SOUTH OF A 24 INCH OAK TREE, AND 1.5 FEET
 BX3029'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX3029'
 BX3029'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BX3029
 BX3029                          STATION RECOVERY (1971)
 BX3029
 BX3029'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1971 (BDC)
 BX3029'THORN 1971 IN GOOD CONDITION.
 BX3029'THORN AZ MK 1971 IN GOOD CONDITION.
 BX3029'
 BX3029'DESCRIPTION IS ADEQUATE.
 BX3029'
 BX3029'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTHWEST OF
 BX3029'FLORIEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2627 ***********************************************************************
 AU2627  DESIGNATION -  THREE
 AU2627  PID         -  AU2627
 AU2627  STATE/COUNTY-  LA/IBERIA
 AU2627  USGS QUAD   -  TIGRE LAGOON (1994)
 AU2627
 AU2627                         *CURRENT SURVEY CONTROL
 AU2627  ___________________________________________________________________
 AU2627* NAD 83(1992)-  29 50 38.93820(N)    091 54 42.30106(W)     ADJUSTED  
 AU2627* NAVD 88     -         3.0  **(meters)      10.   **(feet)  VERTCON   
 AU2627  **This station is located in a subsidence area (see below).
 AU2627  ___________________________________________________________________
 AU2627  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU2627  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AU2627
 AU2627  HORZ ORDER  -  FIRST
 AU2627
 AU2627.The horizontal coordinates were established by classical geodetic methods
 AU2627.and adjusted by the National Geodetic Survey in January 1993..
 AU2627
 AU2627 ** The orthometric height has not been validated since last determined
 AU2627 ** by differential leveling and should not be used for control purposes.
 AU2627 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2627 ** area with valid NAVD 88 orthometric heights.
 AU2627 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2627 ** epoch indicated which incorporates improved geoid heights for the
 AU2627 ** Southern Louisiana Subsidence area.
 AU2627 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2627
 AU2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2627
 AU2627.The geoid height was determined by GEOID03.
 AU2627
 AU2627;                    North         East     Units Scale Factor Converg.
 AU2627;SPC LA S     -   149,132.535   944,107.881   MT  0.99992946   -0 17 21.2
 AU2627;SPC LA S     -   489,278.99  3,097,460.61   sFT  0.99992946   -0 17 21.2
 AU2627;UTM  15      - 3,302,012.922   605,125.996   MT  0.99973635   +0 32 29.8
 AU2627
 AU2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2627!SPC LA S     -   1.00000368  x   0.99992946  =   0.99993314
 AU2627!UTM  15      -   1.00000368  x   0.99973635  =   0.99974003
 AU2627
 AU2627:                Primary Azimuth Mark                     Grid Az
 AU2627:SPC LA S     -  AVERY RM 2                               007 52 59.7
 AU2627:UTM  15      -  AVERY RM 2                               007 03 08.7
 AU2627
 AU2627|---------------------------------------------------------------------|
 AU2627| PID    Reference Object                     Distance      Geod. Az  |
 AU2627|                                                           dddmmss.s |
 AU2627| AU2631 AVERY RM 2                          APPROX. 6.7 KM 0073538.5 |
 AU2627| CV9490 THREE RM 1                            6.717 METERS 08638     |
 AU2627| AU2622 WEEKS ISLAND MICROWAVE              APPROX.10.3 KM 1031526.2 |
 AU2627| AU2623 WEEKS ISLAND MORTON SALT STACK      APPROX.10.5 KM 1134436.3 |
 AU2627| CV9491 THREE RM 2                            6.522 METERS 33054     |
 AU2627|---------------------------------------------------------------------|
 AU2627
 AU2627                          SUPERSEDED SURVEY CONTROL
 AU2627
 AU2627  NAD 83(1986)-  29 50 38.95890(N)    091 54 42.29451(W) AD(       ) 1
 AU2627  NAD 27      -  29 50 38.21043(N)    091 54 41.85725(W) AD(       ) 1
 AU2627  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 AU2627
 AU2627.Superseded values are not recommended for survey control.
 AU2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2627.See file dsdata.txt to determine how the superseded data were derived.
 AU2627
 AU2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0512602013(NAD 83)
 AU2627_MARKER: DS = TRIANGULATION STATION DISK
 AU2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2627
 AU2627  HISTORY     - Date     Condition        Report By
 AU2627  HISTORY     - 1974     MONUMENTED       NGS
 AU2627
 AU2627                          STATION DESCRIPTION
 AU2627
 AU2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU2627'THE STATION IS LOCATED 14-1/2 MILES NORTHEAST OF INTRACOASTAL CITY,
 AU2627'12 MILES SOUTHWEST OF NEW IBERIA, 10-1/2 MILES SOUTHEAST OF ERATH,
 AU2627'10-1/2 MILES EAST OF HENRY AND ON PROPERTY OWNED BY VERMILION LAND
 AU2627'COMPANY, POST OFFICE BOX 52563, LAFAYETTE, LA., 70501, PHONE
 AU2627'233-2915.
 AU2627'
 AU2627'TO REACH THE STATION FROM DONS BOAT LANDING, AT THE JUNCTION OF STATE
 AU2627'HIGHWAY 688 AND BOSTON BAYOU CANAL, ABOUT 1-1/2 MILES SOUTHEAST OF
 AU2627'HENRY, GO SOUTH BY BOAT ON BOSTON BAYOU CANAL FOR ABOUT 4-1/2 MILES
 AU2627'TO THE JUNCTION OF THE INTRACOASTAL CANAL.  TURN LEFT AND GO
 AU2627'EASTERLY ON THE INTRACOASTAL CANAL FOR ABOUT 7 MILES TO THE JUNCTION
 AU2627'OF THE DELCAMBRE CANAL.  CONTINUE EAST ON THE INTRACOASTAL CANAL
 AU2627'FOR ABOUT 1-1/2 MILES TO THE JUNCTION OF BAYOU THREE AND THE
 AU2627'STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE JUNCTION.
 AU2627'
 AU2627'STATION MARKS ARE STANDARD DISKS STAMPED THREE 1974.  THE SURFACE
 AU2627'DISK IS SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AU2627'GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AU2627'CONCRETE ABOUT 42 INCHES BELOW THE GROUND.  IT IS 49 FEET SOUTH OF
 AU2627'THE SOUTH EDGE OF THE INTRACOASTAL CANAL, 38 FEET NORTHEAST OF A
 AU2627'12-INCH HACKBERRY TREE AND 4FEET NORTH OF A METAL WITNESS POST.
 AU2627'
 AU2627'REFERENCE MARK 1, STAMPED THREE NO 1 1974 IS A STANDARD DISK SET IN
 AU2627'A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.
 AU2627'IT IS 53 FEET SOUTH OF THE SOUTH EDGE OF THE INTRACOASTAL CANAL, 50
 AU2627'FEET NORTHEAST OF THE HACKBERRY TREE AND 18 FEET EAST OF THE METAL
 AU2627'WITNESS POST SET AT THE STATION.
 AU2627'
 AU2627'REFERENCE MARK 2, STAMPED THREE NO 2 1974 IS A STANDARD DISK SET IN
 AU2627'A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 55 FEET NORTH
 AU2627'OF THE HACKBERRY TREE, 32 FEET SOUTH OF THE SOUTH EDGE OF THE
 AU2627'INTRACOASTAL CANAL AND 1.2 FEET SOUTH OF A METAL WITNESS POST.
 AU2627'
 AU2627'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 AU2627'
 AU2627'NEAREST TOWN--ERATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2656 ***********************************************************************
 BH2656  DESIGNATION -  THREE MILE PASS LIGHT
 BH2656  PID         -  BH2656
 BH2656  STATE/COUNTY-  LA/ST BERNARD
 BH2656  USGS QUAD   -  THREE MILE BAY (1994)
 BH2656
 BH2656                         *CURRENT SURVEY CONTROL
 BH2656  ___________________________________________________________________
 BH2656* NAD 83(1992)-  30 03 15.93521(N)    089 21 27.72221(W)     ADJUSTED  
 BH2656* NAVD 88     -                                                        
 BH2656  ___________________________________________________________________
 BH2656  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BH2656  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BH2656
 BH2656  HORZ ORDER  -  THIRD
 BH2656
 BH2656.The horizontal coordinates were established by classical geodetic methods
 BH2656.and adjusted by the National Geodetic Survey in May 1994..
 BH2656
 BH2656
 BH2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2656
 BH2656.The geoid height was determined by GEOID03.
 BH2656
 BH2656;                    North         East     Units Scale Factor Converg.
 BH2656;SPC LA S     -   173,941.496 1,190,493.846   MT  0.99992618   +0 59 16.2
 BH2656;SPC LA S     -   570,673.06  3,905,811.89   sFT  0.99992618   +0 59 16.2
 BH2656;SPC MS E     -    61,570.261   249,435.557   MT  0.99998153   -0 15 45.4
 BH2656;SPC MS E     -   202,001.76    818,356.49   sFT  0.99998153   -0 15 45.4
 BH2656;UTM  16      - 3,327,159.307   272,697.215   MT  1.00023748   -1 10 52.7
 BH2656
 BH2656                          SUPERSEDED SURVEY CONTROL
 BH2656
 BH2656  NAD 83(1992)-  30 03 15.94681(N)    089 21 27.71384(W) AD(       ) 4
 BH2656  NAD 83(1986)-  30 03 15.94730(N)    089 21 27.71673(W) AD(       ) 4
 BH2656  NAD 27      -  30 03 15.22384(N)    089 21 27.55668(W) AD(       ) 3
 BH2656
 BH2656.Superseded values are not recommended for survey control.
 BH2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2656.See file dsdata.txt to determine how the superseded data were derived.
 BH2656
 BH2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7269727159(NAD 83)
 BH2656_MARKER: 14 = NAVIGATION LIGHT
 BH2656
 BH2656  HISTORY     - Date     Condition        Report By
 BH2656  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2656
 BH2656                          STATION DESCRIPTION
 BH2656
 BH2656'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1281 ***********************************************************************
 AU1281  DESIGNATION -  THUNDER
 AU1281  PID         -  AU1281
 AU1281  STATE/COUNTY-  LA/JEFFERSON
 AU1281  USGS QUAD   -  CAMINADA PASS (1994)
 AU1281
 AU1281                         *CURRENT SURVEY CONTROL
 AU1281  ___________________________________________________________________
 AU1281* NAD 83(1992)-  29 11 33.43481(N)    090 04 22.66451(W)     ADJUSTED  
 AU1281* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU1281  **This station is located in a subsidence area (see below).
 AU1281  ___________________________________________________________________
 AU1281  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU1281  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AU1281  DYNAMIC HT  -           0.6   (meters)       2.    (feet)  COMP
 AU1281  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 AU1281
 AU1281  HORZ ORDER  -  THIRD
 AU1281  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1281
 AU1281.The horizontal coordinates were established by classical geodetic methods
 AU1281.and adjusted by the National Geodetic Survey in January 1993..
 AU1281
 AU1281 ** The orthometric height has not been validated since last determined
 AU1281 ** by differential leveling and should not be used for control purposes.
 AU1281 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1281 ** area with valid NAVD 88 orthometric heights.
 AU1281 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1281 ** epoch indicated which incorporates improved geoid heights for the
 AU1281 ** Southern Louisiana Subsidence area.
 AU1281 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1281.The orthometric height was scaled from a topographic map.
 AU1281.The vertical order pertains to the NGVD 29 superseded value.
 AU1281
 AU1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1281
 AU1281.The geoid height was determined by GEOID03.
 AU1281
 AU1281.The dynamic height is computed by dividing the NAVD 88
 AU1281.geopotential number by the normal gravity value computed on the
 AU1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1281.degrees latitude (g = 980.6199 gals.).
 AU1281
 AU1281.The modeled gravity was interpolated from observed gravity values.
 AU1281
 AU1281;                    North         East     Units Scale Factor Converg.
 AU1281;SPC LA S     -    77,449.761 1,122,581.322   MT  1.00002446   +0 37 48.7
 AU1281;SPC LA S     -   254,099.76  3,683,002.22   sFT  1.00002446   +0 37 48.7
 AU1281;UTM  15      - 3,232,874.706   784,628.473   MT  1.00059981   +1 25 43.0
 AU1281;UTM  16      - 3,233,237.608   201,174.628   MT  1.00070205   -1 29 59.8
 AU1281
 AU1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1281!SPC LA S     -   1.00000366  x   1.00002446  =   1.00002812
 AU1281!UTM  15      -   1.00000366  x   1.00059981  =   1.00060347
 AU1281!UTM  16      -   1.00000366  x   1.00070205  =   1.00070571
 AU1281
 AU1281:                Primary Azimuth Mark                     Grid Az
 AU1281:SPC LA S     -  D 155                                    000 31 49.4
 AU1281:UTM  15      -  D 155                                    359 43 55.1
 AU1281:UTM  16      -  D 155                                    002 39 37.9
 AU1281
 AU1281|---------------------------------------------------------------------|
 AU1281| PID    Reference Object                     Distance      Geod. Az  |
 AU1281|                                                           dddmmss.s |
 AU1281| AU1283 D 155                                              0010938.1 |
 AU1281| AU2948 RBN GRAND ISLE GNI                  395.029 METERS 17146     |
 AU1281| AU1282 THUNDER RM 1                         17.590 METERS 21717     |
 AU1281| AU1280 THUNDER RM 2                         48.311 METERS 29713     |
 AU1281|---------------------------------------------------------------------|
 AU1281
 AU1281                          SUPERSEDED SURVEY CONTROL
 AU1281
 AU1281  NAD 83(1986)-  29 11 33.44913(N)    090 04 22.67528(W) AD(       ) 3
 AU1281  NAD 27      -  29 11 32.63000(N)    090 04 22.40500(W) AD(       ) 3
 AU1281  NGVD 29 (??/??/??)    0.544  (m)            1.78   (f) ADJUSTED    1 2
 AU1281
 AU1281.Superseded values are not recommended for survey control.
 AU1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1281.See file dsdata.txt to determine how the superseded data were derived.
 AU1281
 AU1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8462832875(NAD 83)
 AU1281_MARKER: DS = TRIANGULATION STATION DISK
 AU1281_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU1281_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AU1281_STAMPING: THUNDER 1955
 AU1281_MARK LOGO: CGS   
 AU1281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1281
 AU1281  HISTORY     - Date     Condition        Report By
 AU1281  HISTORY     - 1955     MONUMENTED       CGS
 AU1281  HISTORY     - 1965     GOOD             CGS
 AU1281  HISTORY     - 1965     GOOD             CGS
 AU1281  HISTORY     - 1966     GOOD             CGS
 AU1281  HISTORY     - 1966     GOOD             CGS
 AU1281  HISTORY     - 1979     GOOD             NGS
 AU1281  HISTORY     - 1979     GOOD             NGS
 AU1281  HISTORY     - 1982     GOOD             NGS
 AU1281  HISTORY     - 19930223 MARK NOT FOUND   NGS
 AU1281
 AU1281                          STATION DESCRIPTION
 AU1281
 AU1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU1281'THE STATION IS ABOUT 5 MILES WEST - SOUTHWEST OF THE VILLAGE
 AU1281'OF GRAND ISLE, 1/2 MILE EAST OF THE LAFOURCHE - JEFFERSON
 AU1281'PARISH LINE AND BAYOU THUNDER VON TRANC.  IT IS AT THE NORTHEAST
 AU1281'END OF A SMALL LANDING STRIP OPERATED BY THE OIL FIELD SEAPLANE
 AU1281'SERVICE AND ON PROPERTY OWNED BY DR. W.J. ELMER OF WESTWEGO.
 AU1281'
 AU1281'TO REACH THE STATION FROM THE NORTHWEST END OF THE BRIDGE
 AU1281'ACROSS CAMINADA BAY ON STATE HIGHWAY 1, GO SOUTHWESTERLY
 AU1281'ON HIGHWAY 1 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE LEFT,
 AU1281'CONTINUE SOUTHWEST ON HIGHWAY 1 FOR 0.2 MILE TO A DIRT ROAD
 AU1281'ON LEFT, JUST AFTER CROSSING BRIDGE OVER BAYOU THUNDER VON
 AU1281'TRANC, TURN LEFT, GO SOUTHEAST ON DIRT ROAD FOR 0.2 MILE TO
 AU1281'STATION SITE ON RIGHT.
 AU1281'
 AU1281'THE STATION MARK IS 35 FEET SOUTHWEST OF THE CENTER OF THE
 AU1281'DIRT ROAD, 25 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AU1281'LANDING STRIP, 23 FEET SOUTH - SOUTHEAST OF CENTER OF DRIVEWAY
 AU1281'LEADING TO LANDING STRIP, 2.5 FEET SOUTH OF A 4X4 WITNESS
 AU1281'POST.  THE MARK, STAMPED THUNDER 1955, IS CRIMPED TO THE
 AU1281'TOP OF A COPPER COATED STEEL ROD PROJECTING 4 INCHES.
 AU1281'
 AU1281'REFERENCE MARK NO. 1, SOUTHWEST OF THE STATION, IS STAMPED
 AU1281'THUNDER NO 1 1955.  THE DISK IS SET IN THE TOP OF A CONCRETE
 AU1281'FILLED ORANGEBURG SEWER PIPE 4 INCHES IN DIAMETER AND PROJECTS
 AU1281'3 FEET.
 AU1281'
 AU1281'REFERENCE MARK NO. 2, WEST - NORTHWEST OF THE STATION, IS
 AU1281'33 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD, 8 FEET NORTH
 AU1281'OF THE NORTHWEST CORNER OF THE LANDING STRIP, AND JUST EAST
 AU1281'OF A SMALL WATERY AREA.  THE DISK IS STAMPED THUNDER NO 2 1955
 AU1281'AND IS SET IN THE TOP OF A CONCRETE FILLED ORANGEBURG SEWER
 AU1281'PIPE 4 INCHES IN DIAMETER AND PROJECTS 2.5 FEET.
 AU1281'
 AU1281'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK,
 AU1281'23 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 1, 2 FEET
 AU1281'SOUTHEAST OF A 4X4 WITNESS POST, AND 1.5 FEET NORTHWEST OF
 AU1281'A DRAINAGE DITCH.  THE DISK IS STAMPED D 155 1952 AND IS SET
 AU1281'IN THE TOP OF A CONCRETE FILLED TILE PIPE 7 INCHES IN DIAMETER
 AU1281'AND PROJECTS 2 INCHES.
 AU1281'
 AU1281'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 AU1281
 AU1281                          STATION RECOVERY (1965)
 AU1281
 AU1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 AU1281'THE STATION MARK, STAMPED THUNDER 1955, IS ABOUT 6.65 MILES
 AU1281'SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT GRAND
 AU1281'ISLE, THENCE 0.2 MILE SOUTHEAST ALONG A SHELL ROAD WHICH IS
 AU1281'ALONG THE SOUTHWEST SIDE OF A CANAL, IN FRACTIONAL SECTION
 AU1281'18, T 22 S, R 24 E, ABOUT 0.2 MILE NORTH OF A STEEL TOWER,
 AU1281'84 FEET SOUTHEAST OF THE CENTER LINE OF AN AIRSTRIP, 158.7
 AU1281'FEET SOUTHEAST OF THUNDER NO 2, 57.5 FEET NORTHEAST OF THUNDER
 AU1281'NO 1, 39 FEET SOUTHWEST OF THE CENTER LINE OF A SHELL ROAD,
 AU1281'9.2 FEET WEST OF A 2-INCH PIPE SUPPORTING A WIND SOCK, 1.8
 AU1281'FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 2-1/2 FEET
 AU1281'BELOW THE LEVEL OF THE ROAD, AND SET ON THE TOP OF A
 AU1281'5/8-INCH ROD PROJECTING 4 INCHES.
 AU1281'
 AU1281'R.M. 1, STAMPED THUNDER R.M. 1, 57.5 FEET SOUTHWEST OF THUNDER
 AU1281'1955, 96-1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AU1281'4-1/2 FEET SOUTHEAST OF A SMALL POND, ABOUT LEVEL WITH THE ROAD,
 AU1281'AND SET IN THE TOP OF A 4-INCH CIRCULAR PIPE FILLED WITH
 AU1281'CONCRETE AND PROJECTING 3 FEET.
 AU1281'
 AU1281'R.M. 2, STAMPED THUNDER NO 2 1955, 158.7 FEET NORTHWEST OF
 AU1281'THUNDER 1955, 77 FEET NORTHWEST OF THE CENTER LINE OF AN
 AU1281'AIRSTRIP, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AU1281'15-1/2 FEET WEST OF A POWER POLE BEARING A METER BOX, ABOUT
 AU1281'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A 4-INCH CIRCULAR
 AU1281'PIPE FILLED WITH CONCRETE AND PROJECTING 3 FEET.
 AU1281
 AU1281                          STATION RECOVERY (1965)
 AU1281
 AU1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1281'6.85 MI SW FROM GRAND ISLE.
 AU1281'6.65 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 AU1281'GRAND ISLE, THENCE 0.2 MILE SOUTHEAST ALONG A SHELL ROAD WHICH IS
 AU1281'ALONG THE SOUTHWEST SIDE OF A CANAL, IN FRACTIONAL SECTION 18, T 22 S,
 AU1281'R 24 E, ABOUT 0.2 MILE NORTH OF A STEEL TOWER, 84 FEET SOUTHEAST OF
 AU1281'THE CENTER LINE OF AN AIR STRIP, 158.7 FEET SOUTHEAST OF THUNDER NO 2,
 AU1281'57.5 FEET NORTHEAST OF THUNDER NO 1, 39 FEET SOUTHWEST OF THE CENTER
 AU1281'LINE OF A SHELL ROAD, 9.2 FEET WEST OF A 2-INCH PIPE SUPPORTING A WIND
 AU1281'SOCK, 1.8 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 AU1281'BELOW THE LEVEL OF THE ROAD, AND SET ON THE TOP OF A 5/8-INCH ROD
 AU1281'PROJECTING 4 INCHES.
 AU1281
 AU1281                          STATION RECOVERY (1966)
 AU1281
 AU1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU1281'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 AU1281'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.04 OF A
 AU1281'FOOT SHORTER THAN THE ORIGINAL MEASUREMENT AND THE DIRECTION
 AU1281'IS 2 MINUTES AND 24 SECONDS LOWER.  THE DISTANCE TO REFERENCE
 AU1281'MARK 2 WAS FOUND TO BE .30 OF A FOOT LONGER THAN THE ORIGINAL
 AU1281'MEASUREMENT AND THE DIRECTION 1 MINUTE AND 6 SECONDS LOWER.
 AU1281'THE DISTANCE TO THE AZIMUTH MARK CHECKED.
 AU1281'
 AU1281'THE DESCRIPTION AND TO REACH IS ADEQUATE.
 AU1281'
 AU1281'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 FEET.
 AU1281'
 AU1281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AU1281'SW OF GRAND ISLE
 AU1281
 AU1281                          STATION RECOVERY (1966)
 AU1281
 AU1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AU1281'RECOVERED IN GOOD CONDITION.
 AU1281
 AU1281                          STATION RECOVERY (1979)
 AU1281
 AU1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 AU1281'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE BENCH MARK
 AU1281'USED FOR A AZIMUTH WERE RECOVERED IN GOOD CONDITION.  THE
 AU1281'DIRECTION TO REFERENCE MARK 1 WAS 5 MINUTES HIGHER THAN 1966,
 AU1281'THE MEASUREMENT COMPARED.  THE DIRECTION TO REFERENCE MARK 2
 AU1281'COMPARED WITH THE 1966 OBSERVATIONS, THE MEASUREMENT WAS
 AU1281'0.42 OF A FOOT LONGER.
 AU1281'
 AU1281'THE DISTANCES MEASURED AT THIS TIME WERE 57.71 FEET OR
 AU1281'17.590 METERS TO REFERENCE MARK 1, 158.50 FEET TO REFERENCE MARK
 AU1281'2, AND 158.89 FEET BETWEEN REFERENCE MARKS 1 AND 2. THE ANGLE
 AU1281'BETWEEN D 155 AND REFERENCE MARK 1 WAS 216 DEGREES 7 MINUTES AND
 AU1281'31.22 SECONDS, AND BETWEEN D 155 AND REFERENCE MARK 2 WAS 296
 AU1281'DEGREES 3 MINUTES AND 23.95 SECONDS.
 AU1281'
 AU1281'THE STATION IS LOCATED ABOUT 0.2 MILE SOUTHEAST OF STATE HIGHWAY
 AU1281'1, 0.3 MILE SOUTHEAST OF BAYOU THUNDER VON TRANC AND THE MOUTH
 AU1281'OF A BAYOU RUNNING SOUTHEAST INTO THE GULF, 0.5 MILE NORTHWEST OF
 AU1281'THE GULF AND 2 MILES SOUTHWEST OF THE NORTHWEST END OF THE BRIDGE
 AU1281'ACROSS CAMINADA BAY.
 AU1281'
 AU1281'TO REACH THE STATION FROM
 AU1281'THE POST OFFICE IN GRAND ISLE GO SOUTHWEST ON STATE ROUTE 1
 AU1281'FOR 6.2 MLES TO A BRIDGE OVER A BAYOU AND A SHELL ROAD ON THE
 AU1281'OTHER SIDE OF THE BRIDGE ON THE LEFT.  TURN LEFT ON SHELL ROAD AND
 AU1281'GO SOUTHEASTERLY FOR 0.2 MILE TO STATION ON RIGHT AS DESCRIBED.
 AU1281'
 AU1281'THE STATION IS A STANDARD CGS DISK
 AU1281'STAMPED---THUNDER 1955---,
 AU1281'CRIMPED TO THE TOP A COPPER COATED STEEL ROD PROJECTING 8 CM ABOVE
 AU1281'GROUND.
 AU1281'IT IS LOCATED
 AU1281'81.5 FEET SOUTHEAST FROM CENTER OF A TRACK ROAD LEADING TO AN OLD
 AU1281'AIRSTRIP,
 AU1281'41.6 FEET SOUTHWEST FROM CENTER OF A SHELL ROAD, AND
 AU1281'18.5 FEET NORTHEAST FROM THE END OF A BAYOU.
 AU1281'
 AU1281'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AU1281'STAMPED---THUNDER 1 1955---,
 AU1281'SET INTO CONCRETE IN THE TOP OF AN ORANGEBURG SOIL PIPE
 AU1281'PROJECTING 97 CM ABOVE GROUND.
 AU1281'IT IS LOCATED
 AU1281'99.3 FEET SOUTHWEST FROM CENTER OF A SHELL ROAD AND
 AU1281'2.0 FEET SOUTHEAST FROM THE SOUTHEAST EDGE OF A BAYOU.
 AU1281'MARK IS LEVEL WITH STATION.
 AU1281'
 AU1281'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AU1281'STAMPED---THUNDER NO 2 1955---,
 AU1281'SET IN CONCRETE IN THE TOP OF AN ORANGEBURG SOIL PIPE PROJECTING
 AU1281'80 CM ABOVE GROUND.
 AU1281'IT IS LOCATED
 AU1281'77.0 FEET NORTHWEST FROM THE CENTER OF A TRACK ROAD
 AU1281'LEADING TO AN OLD AIR STRIP,
 AU1281'38.0 FEET SOUTHWEST FROM THE CENTER OF A SHELL ROAD, AND
 AU1281'15.5 FEET WEST FROM AN 11-INCH DIAMETER POST.
 AU1281'MARK IS LEVEL WITH STATION.
 AU1281'
 AU1281'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS BENCH MARK DISK
 AU1281'STAMPED---D 155 1955---,
 AU1281'SET INTO CONCRETE IN THE CENTER OF A CLAY TILE PIPE EMBEDDED
 AU1281'IN THE GROUND PROJECTING 5 CM ABOVE THE GROUND.
 AU1281'IT IS LOCATED
 AU1281'23.0 FEET SOUTHEAST FROM THE CENTER LINE OF STATE ROUTE 1 AND
 AU1281'1.5 FEET NORTHWEST FROM A DRAINAGE DITCH.
 AU1281'
 AU1281'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWESTERLY ON
 AU1281'THE SHELL ROAD ALONG A BAYOU FOR 0.2 MILE TO THE JUNCTION OF
 AU1281'STATE ROUTE 1.  TURN RIGHT AND GO NORTHEAST ON STATE ROUTE 1 FOR
 AU1281'0.2 MILE TO AZIMUTH MARK ON RIGHT.
 AU1281'
 AU1281'THE INERTIAL SURVEY SYSTEM WAS USED AT THIS STATION AT
 AU1281'THIS TIME.
 AU1281'A TRIPOD SETUP WAS USED.  NO VERTCAL ANGLES WERE OBSERVED.
 AU1281
 AU1281                          STATION RECOVERY (1979)
 AU1281
 AU1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AU1281'RECOVERED IN GOOD CONDITION.
 AU1281
 AU1281                          STATION RECOVERY (1982)
 AU1281
 AU1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1281'10.7 KILOMETERS
 AU1281'(6.65 MILES) SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN
 AU1281'GRAND ISLE, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHEAST ALONG A SHELL
 AU1281'ROAD WHICH IS ALONG THE SOUTHWEST SIDE OF A CANAL, TO THE MARK ON THE
 AU1281'RIGHT, ABOUT 0.3 KILOMETER (0.2 MILE) NORTH OF A STEEL TOWER, 11.89
 AU1281'METERS (39.0 FEET) SOUTHWEST OF THE CENTER OF THE SHELL ROAD, 25.6
 AU1281'METERS (84.0 FEET) SOUTHEAST OF THE CENTER TRACK ROAD LEADING
 AU1281'SOUTHWEST TO AN AIRSTRIP, 48.37 METERS (158.7 FEET) SOUTHEAST OF
 AU1281'THUNDER RM 2, 17.53 METERS (57.5 FEET) NORTHEAST OF THUNDER RM 1.
 AU1281'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AU1281'THE MARK IS 0.61 M BELOW SHELL ROAD.
 AU1281
 AU1281                          STATION RECOVERY (1993)
 AU1281
 AU1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3272 ***********************************************************************
 AU3272  DESIGNATION -  THURGENSON CANAL
 AU3272  PID         -  AU3272
 AU3272  STATE/COUNTY-  LA/TERREBONNE
 AU3272  USGS QUAD   -  ELLERSLIE (1994)
 AU3272
 AU3272                         *CURRENT SURVEY CONTROL
 AU3272  ___________________________________________________________________
 AU3272* NAD 83(1992)-  29 42 46.13608(N)    091 32 39.70063(W)     ADJUSTED  
 AU3272* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AU3272  **This station is located in a subsidence area (see below).
 AU3272  ___________________________________________________________________
 AU3272  X           -    -149,418.169 (meters)                     COMP
 AU3272  Y           -  -5,542,069.166 (meters)                     COMP
 AU3272  Z           -   3,142,752.194 (meters)                     COMP
 AU3272  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3272  ELLIP HEIGHT-         -24.95  (meters)          (07/18/02) GPS OBS
 AU3272  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU3272
 AU3272  HORZ ORDER  -  FIRST
 AU3272  ELLP ORDER  -  FOURTH    CLASS II
 AU3272
 AU3272.The horizontal coordinates were established by GPS observations
 AU3272.and adjusted by the National Geodetic Survey in January 1993..
 AU3272
 AU3272 ** The orthometric height has not been validated since last determined
 AU3272 ** by differential leveling and should not be used for control purposes.
 AU3272 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3272 ** area with valid NAVD 88 orthometric heights.
 AU3272 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3272 ** epoch indicated which incorporates improved geoid heights for the
 AU3272 ** Southern Louisiana Subsidence area.
 AU3272 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3272.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3272
 AU3272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3272
 AU3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3272
 AU3272.The ellipsoidal height was determined by GPS observations
 AU3272.and is referenced to NAD 83.
 AU3272
 AU3272.The geoid height was determined by GEOID03.
 AU3272
 AU3272;                    North         East     Units Scale Factor Converg.
 AU3272;SPC LA S     -   134,453.043   979,581.599   MT  0.99993830   -0 06 19.9
 AU3272;SPC LA S     -   441,118.03  3,213,843.96   sFT  0.99993830   -0 06 19.9
 AU3272;UTM  15      - 3,287,850.332   640,803.217   MT  0.99984462   +0 43 17.8
 AU3272
 AU3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3272!SPC LA S     -   1.00000392  x   0.99993830  =   0.99994222
 AU3272!UTM  15      -   1.00000392  x   0.99984462  =   0.99984854
 AU3272
 AU3272                          SUPERSEDED SURVEY CONTROL
 AU3272
 AU3272  ELLIP H (01/21/93)  -24.86   (m)                       GP(       ) 4 2
 AU3272  NAD 83(1986)-  29 42 46.15820(N)    091 32 39.69752(W) AD(       ) 1
 AU3272  NGVD 29 (04/21/89)    1.1    (m)            4.     (f) GPS OBS        
 AU3272
 AU3272.Superseded values are not recommended for survey control.
 AU3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3272.See file dsdata.txt to determine how the superseded data were derived.
 AU3272
 AU3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4080387850(NAD 83)
 AU3272_MARKER: I = METAL ROD
 AU3272_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3272_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3272+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3272
 AU3272  HISTORY     - Date     Condition        Report By
 AU3272  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3272
 AU3272                          STATION DESCRIPTION
 AU3272
 AU3272'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3272'THE STATION IS LOCATED ON THE SOUTHWEST BANK OF THE INTRACOASTAL
 AU3272'CANAL, ABOUT 19 MILES WEST OF MORGAN CITY AND ABOUT 55 MILES WEST OF
 AU3272'HOUMA LOUISIANA.
 AU3272'
 AU3272'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 90 AND STATE ROUTE
 AU3272'70, IN MORGAN CITY, GO WEST ON US 90 FOR 15.2 MILES TO THE JUNCTION
 AU3272'WITH STATE ROUTE 317.  GO LEFT, SOUTH, ON ROUTE 317 FOR 5.05 MILES TO
 AU3272'THE ENTRANCE ROAD TO CALBOT BOAT LAUNCH.  FOLLOW THE ENTRANCE ROAD FOR
 AU3272'0.3 MILE TO THE BOAT LAUNCH NEAR THE BASE OF THE BRIDGE.  THE ENTRANCE
 AU3272'ROAD IS IN AN AREA KNOWN AS NORTH BEND.  FROM THE LAUNCH, GO WEST ON
 AU3272'THE INTRACOASTAL FOR APPROXIMATELY 10 MINUTES, TO THE STATION ON THE
 AU3272'LEFT OR SOUTHWEST BANK, NEAR THE MOUTH OF A SMALL SLEW. THE STATION
 AU3272'WAS FLAGGED BY 2 BY 2 S AND CANE POLES.
 AU3272'
 AU3272'THE STATION IS A 9/16 INCH DIAMETER STEEL ROD, DRIVEN INTO THE GROUND
 AU3272'WITH A PIECE OF PVC PIPE, SET IN AN IRREGULAR MASS OF CONCRETE AROUND
 AU3272'IT.  THE STATION IS SET 2 FEET SOUTHEAST OF ANOTHER STEEL ROD AND PVC
 AU3272'PIPE, 21.5 FEET WEST OF A CORE SAMPLE BORE HOLE AND ABOUT 30 FEET FROM
 AU3272'THE EDGE OF THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2721 ***********************************************************************
 CQ2721  DESIGNATION -  TICHELI
 CQ2721  PID         -  CQ2721
 CQ2721  STATE/COUNTY-  LA/OUACHITA
 CQ2721  USGS QUAD   -  MONROE SOUTH (1994)
 CQ2721
 CQ2721                         *CURRENT SURVEY CONTROL
 CQ2721  ___________________________________________________________________
 CQ2721* NAD 83(1992)-  32 28 07.85542(N)    092 04 54.19705(W)     ADJUSTED  
 CQ2721* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 CQ2721  ___________________________________________________________________
 CQ2721  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CQ2721  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2721
 CQ2721  HORZ ORDER  -  FIRST
 CQ2721
 CQ2721.The horizontal coordinates were established by classical geodetic methods
 CQ2721.and adjusted by the National Geodetic Survey in January 1993..
 CQ2721
 CQ2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2721
 CQ2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2721
 CQ2721.The geoid height was determined by GEOID03.
 CQ2721
 CQ2721;                    North         East     Units Scale Factor Converg.
 CQ2721;SPC LA N     -   218,375.879 1,039,320.376   MT  0.99996087   +0 13 16.1
 CQ2721;SPC LA N     -   716,454.86  3,409,836.93   sFT  0.99996087   +0 13 16.1
 CQ2721;UTM  15      - 3,592,777.217   586,293.630   MT  0.99969182   +0 29 34.8
 CQ2721
 CQ2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2721!SPC LA N     -   1.00000074  x   0.99996087  =   0.99996161
 CQ2721!UTM  15      -   1.00000074  x   0.99969182  =   0.99969256
 CQ2721
 CQ2721:                Primary Azimuth Mark                     Grid Az
 CQ2721:SPC LA N     -  TICHELI AZ MK                            182 53 27.8
 CQ2721:UTM  15      -  TICHELI AZ MK                            182 37 09.1
 CQ2721
 CQ2721|---------------------------------------------------------------------|
 CQ2721| PID    Reference Object                     Distance      Geod. Az  |
 CQ2721|                                                           dddmmss.s |
 CQ2721| CY5692 TICHELI AZ MK                                      1830643.9 |
 CQ2721| CQ3497 TICHELI AZ MK 2                     APPROX. 0.8 KM 1871633.5 |
 CQ2721| CY5693 TICHELI RM 1                         56.879 METERS 20909     |
 CQ2721| CY5694 TICHELI RM 2                         48.000 METERS 32032     |
 CQ2721|---------------------------------------------------------------------|
 CQ2721
 CQ2721                          SUPERSEDED SURVEY CONTROL
 CQ2721
 CQ2721  NAD 83(1986)-  32 28 07.86900(N)    092 04 54.19005(W) AD(       ) 1
 CQ2721  NAD 27      -  32 28 07.34678(N)    092 04 53.70779(W) AD(       ) 1
 CQ2721  NGVD 29 (07/19/86)   21.3    (m)           70.     (f) VERT ANG       
 CQ2721
 CQ2721.Superseded values are not recommended for survey control.
 CQ2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2721.See file dsdata.txt to determine how the superseded data were derived.
 CQ2721
 CQ2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8629492777(NAD 83)
 CQ2721_MARKER: DS = TRIANGULATION STATION DISK
 CQ2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2721_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2721+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 CQ2721
 CQ2721  HISTORY     - Date     Condition        Report By
 CQ2721  HISTORY     - 1971     MONUMENTED       NGS
 CQ2721  HISTORY     - 1978     GOOD             NGS
 CQ2721  HISTORY     - 20041209 GOOD             JCLS
 CQ2721
 CQ2721                          STATION DESCRIPTION
 CQ2721
 CQ2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2721'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF THE
 CQ2721'CENTER OF MONROE, 2 MILES NORTHEAST OF DELOACH.  IT IS IN
 CQ2721'SECTION 8, T 17 N, R 4 E, IN THE NORTHEAST ANGLE OF
 CQ2721'U.S. HIGHWAY 165 BY-PASS AND TICHELI ROAD.  ON PROPERTY OWNED
 CQ2721'BY THE LOUISIANA MACHINERY, COMPANY.  POST OFFICE DRAWER 4884
 CQ2721'MONROE, LOUISIANA 71201.  PHONE NUMBER 323-1345.
 CQ2721'
 CQ2721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CQ2721'AND 165 BY-PASS IN THE EASTERN PART OF MONROE, GO SOUTHERLY
 CQ2721'ON HIGHWAY 165 BY-PASS FOR 2.75 MILES TO THE JUNCTION OF STATE
 CQ2721'HIGHWAY 15, CONTINUE SOUTHERLY ON U.S. HIGHWAY 165 BY-PASS
 CQ2721'FOR 0.9 MILE TO TICHELI ROAD ON THE LEFT, EAST SIDE OF
 CQ2721'HIGHWAY.  TURN LEFT AND GO EAST ON TICHELI ROAD FOR 0.05
 CQ2721'MILE TO A DRIVE-WAY ON THE LEFT, TURN LEFT AND GO NORTH FOR
 CQ2721'0.1 MILE AND THE STATION ON THE LEFT IN THE GRASSED AREA,
 CQ2721'AS DESCRIBED.
 CQ2721'
 CQ2721'STATION MARKS ARE STANDARD DISKS STAMPED TICHELI 1970.  THE
 CQ2721'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2721'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 282
 CQ2721'FEET EAST OF THE CENTER LINE OF BY-PASS U.S. 165, 244 FEET
 CQ2721'WEST-NORTHWEST OF THE NORTHWEST CORNER OF BRICK BUILDING
 CQ2721'AND 160 FEET WEST OF APPROXIMATE CENTER OF DRIVEWAY.  THE
 CQ2721'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2721'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2721'
 CQ2721'REFERENCE MARK 1, A STANDARD DISK STAMPED TICHELI NO 1 1970, IS
 CQ2721'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2721'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 188 FEET
 CQ2721'EAST OF THE CENTERLINE OF BY-PASS U.S. 165 AND 2 FEET NORTH OF
 CQ2721'POWERLINE POLE.
 CQ2721'
 CQ2721'REFERENCE MARK 2, A STANDARD DISK STAMPED TICHELI NO 2 1970,
 CQ2721'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2721'THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT IS 186 FEET
 CQ2721'EAST OF THE CENTERLINE OF BY-PASS U.S. 165 AND 2.5 FEET SOUTH
 CQ2721'OF POWERLINE POLE.
 CQ2721'
 CQ2721'THE AZIMUTH MARK, A STANDARD DISK STAMPED TICHELI 1970, IS
 CQ2721'SET FLUSH IN DRILL HOLE IN THE NORTHWEST CORNER OF BRIDGE
 CQ2721'RAILING.  IT IS 18 FEET WEST OF THE CENTERLINE OF WEST
 CQ2721'BOUND BRIDGE AND 2.4 FEET NORTHEAST OF METAL WITNESS POST
 CQ2721'WITH SIGN ATTACHED.
 CQ2721'
 CQ2721'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 CQ2721
 CQ2721                          STATION RECOVERY (1978)
 CQ2721
 CQ2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CQ2721'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO
 CQ2721'CONSTRUCTION ON THE BRIDGE THE AZIMUTH MARK WILL BE DESTROYED.  A
 CQ2721'NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE.  FOLLOWING IS A
 CQ2721'DESCRIPTION FOR THE AZIMUTH MARK ESTABLISHED THIS DATE.
 CQ2721'
 CQ2721'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TICHELI 1971 1978, SET
 CQ2721'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 CQ2721'GROUND SURFACE.  IT IS 112 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 CQ2721'167, 7 FEET EAST OF A NORTH-SOUTH FENCE, 3.5 FEET SOUTHEAST OF A
 CQ2721'POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 CQ2721'
 CQ2721'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 167
 CQ2721'FOR 0.48 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CQ2721
 CQ2721                          STATION RECOVERY (2004)
 CQ2721
 CQ2721'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CQ2721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3497 ***********************************************************************
 CQ3497  DESIGNATION -  TICHELI AZ MK 2
 CQ3497  PID         -  CQ3497
 CQ3497  STATE/COUNTY-  LA/OUACHITA
 CQ3497  USGS QUAD   -  MONROE SOUTH (1994)
 CQ3497
 CQ3497                         *CURRENT SURVEY CONTROL
 CQ3497  ___________________________________________________________________
 CQ3497* NAD 83(1992)-  32 27 42.94593(N)    092 04 57.94838(W)     ADJUSTED  
 CQ3497* NAVD 88     -        21.     (meters)      69.     (feet)  VERTCON   
 CQ3497  ___________________________________________________________________
 CQ3497  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ3497  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ3497
 CQ3497  HORZ ORDER  -  THIRD
 CQ3497
 CQ3497.The horizontal coordinates were established by classical geodetic methods
 CQ3497.and adjusted by the National Geodetic Survey in January 1993..
 CQ3497.No horizontal observational check was made to the station.
 CQ3497
 CQ3497.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3497
 CQ3497.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3497
 CQ3497.The geoid height was determined by GEOID03.
 CQ3497
 CQ3497;                    North         East     Units Scale Factor Converg.
 CQ3497;SPC LA N     -   217,608.221 1,039,225.374   MT  0.99995972   +0 13 14.1
 CQ3497;SPC LA N     -   713,936.31  3,409,525.25   sFT  0.99995972   +0 13 14.1
 CQ3497;UTM  15      - 3,592,009.324   586,202.295   MT  0.99969163   +0 29 32.4
 CQ3497
 CQ3497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3497!SPC LA N     -   1.00000081  x   0.99995972  =   0.99996053
 CQ3497!UTM  15      -   1.00000081  x   0.99969163  =   0.99969244
 CQ3497
 CQ3497                          SUPERSEDED SURVEY CONTROL
 CQ3497
 CQ3497  NAD 83(1986)-  32 27 42.95949(N)    092 04 57.94138(W) AD(       ) 3
 CQ3497  NGVD 29 (11/02/92)   21.     (m)           69.     (f) VERT ANG       
 CQ3497
 CQ3497.Superseded values are not recommended for survey control.
 CQ3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3497.See file dsdata.txt to determine how the superseded data were derived.
 CQ3497
 CQ3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8620292009(NAD 83)
 CQ3497_MARKER: DZ = AZIMUTH MARK DISK
 CQ3497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3497_STAMPING: TICHELI 1971 1978
 CQ3497_MARK LOGO: NGS   
 CQ3497_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3497+STABILITY: SURFACE MOTION
 CQ3497
 CQ3497  HISTORY     - Date     Condition        Report By
 CQ3497  HISTORY     - 1978     MONUMENTED       NGS
 CQ3497  HISTORY     - UNK      SEE DESCRIPTION
 CQ3497
 CQ3497                          STATION DESCRIPTION
 CQ3497
 CQ3497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CQ3497'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO
 CQ3497'CONSTRUCTION ON THE BRIDGE THE AZIMUTH MARK WILL BE DESTROYED.  A NEW
 CQ3497'AZIMUTH MARK WAS ESTABLISHED THIS DATE.  FOLLOWING IS A DESCRIPTION
 CQ3497'FOR THE AZIMUTH MARK ESTABLISHED THIS DATE.
 CQ3497' 
 CQ3497'THE AZIMUTH MARK IS A STANDARD DISK STAMPED--TICHELI 1971 1978--, SET
 CQ3497'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 CQ3497'GROUND SURFACE.  IT IS 112 FEET WEST OF THE CENTER OF US HIGHWAY 167,
 CQ3497'7 FEET EAST OF A NORTH-SOUTH FENCE, 3.5 FEET SOUTHEAST OF A POWER POLE
 CQ3497'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 CQ3497' 
 CQ3497'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 167
 CQ3497'FOR 0.48 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CQ3497
 CQ3497                          STATION RECOVERY (UNK )
 CQ3497
 CQ3497'RECOVERED UNK
 CQ3497'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0156 ***********************************************************************
 AV0156  DESIGNATION -  TIDAL 2
 AV0156  PID         -  AV0156
 AV0156  STATE/COUNTY-  LA/IBERIA
 AV0156  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0156
 AV0156                         *CURRENT SURVEY CONTROL
 AV0156  ___________________________________________________________________
 AV0156* NAD 83(1986)-  29 34 42.     (N)    092 02 06.     (W)     SCALED    
 AV0156* NAVD 88     -         0.30   (+/-2cm)       1.0    (feet)  VERTCON   
 AV0156  ___________________________________________________________________
 AV0156  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AV0156
 AV0156  VERT ORDER  -  THIRD (See Below)
 AV0156
 AV0156.The horizontal coordinates were scaled from a topographic map and have
 AV0156.an estimated accuracy of +/- 6 seconds.
 AV0156
 AV0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0156.The vertical order pertains to the NGVD 29 superseded value.
 AV0156
 AV0156.The geoid height was determined by GEOID03.
 AV0156
 AV0156;                    North         East    Units  Estimated Accuracy
 AV0156;SPC LA S     -   119,740.      932,020.      MT  (+/- 180 meters Scaled)
 AV0156
 AV0156                          SUPERSEDED SURVEY CONTROL
 AV0156
 AV0156  NGVD 29 (??/??/??)    0.319  (m)            1.05   (f) ADJUSTED    3 0
 AV0156
 AV0156.Superseded values are not recommended for survey control.
 AV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0156.See file dsdata.txt to determine how the superseded data were derived.
 AV0156
 AV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN934724(NAD 83)
 AV0156_MARKER: DJ = TIDAL STATION DISK
 AV0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0156+STABILITY: SURFACE MOTION
 AV0156
 AV0156  HISTORY     - Date     Condition        Report By
 AV0156  HISTORY     - UNK      MONUMENTED       CGS
 AV0156  HISTORY     - 1948     POOR             CGS
 AV0156  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0156
 AV0156                          STATION DESCRIPTION
 AV0156
 AV0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AV0156'16 MI SE FROM INTRACOASTAL CITY.
 AV0156'ABOUT 16 MILES SOUTHEAST OF INTRACOASTAL CITY, ON THE EAST SIDE OF
 AV0156'SOUTHWEST PASS, AT THE EXTREME WEST END OF MARSH ISLAND, ON LIGHTHOUSE
 AV0156'POINT, 10 METERS EAST OF THE END OF THE POINT, 5 METERS SOUTH OF THE
 AV0156'SOUTH SIDE OF THE SHELL FRINGE ALONG THE EDGE OF THE MARSH, AND 103.7
 AV0156'METERS IN AZIMUTH 132 DEG 26 MIN FROM TRIANGULATION STATION CHANNEL.
 AV0156'NOTE-- THE CATTLE LOADING CHUTE MENTIONED IN THE ORIGINAL DESCRIPTON
 AV0156'NO LONGER EXISTS.  A STANDARD DISK WITH FIGURE 2 SCRATCHED ON THE
 AV0156'SURFACE AND SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE FURFACE
 AV0156'OF THE MARSH.
 AV0156
 AV0156                          STATION RECOVERY (1966)
 AV0156
 AV0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AV0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1827 ***********************************************************************
 AU1827  DESIGNATION -  TIDAL 4
 AU1827  PID         -  AU1827
 AU1827  STATE/COUNTY-  LA/ST MARY
 AU1827  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU1827
 AU1827                         *CURRENT SURVEY CONTROL
 AU1827  ___________________________________________________________________
 AU1827* NAD 83(1986)-  29 31 10.     (N)    091 33 00.     (W)     SCALED    
 AU1827* NAVD 88     -         0.71   (+/-2cm)       2.3    (feet)  VERTCON   
 AU1827  ___________________________________________________________________
 AU1827  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AU1827
 AU1827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AU1827
 AU1827.The horizontal coordinates were scaled from a topographic map and have
 AU1827.an estimated accuracy of +/- 6 seconds.
 AU1827
 AU1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1827.The vertical order pertains to the NGVD 29 superseded value.
 AU1827
 AU1827.The geoid height was determined by GEOID03.
 AU1827
 AU1827;                    North         East    Units  Estimated Accuracy
 AU1827;SPC LA S     -   113,020.      979,000.      MT  (+/- 180 meters Scaled)
 AU1827
 AU1827                          SUPERSEDED SURVEY CONTROL
 AU1827
 AU1827  NGVD 29 (??/??/??)    0.763  (m)            2.50   (f) ADJUSTED    2 0
 AU1827
 AU1827.Superseded values are not recommended for survey control.
 AU1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1827.See file dsdata.txt to determine how the superseded data were derived.
 AU1827
 AU1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN405664(NAD 83)
 AU1827_MARKER: DJ = TIDAL STATION DISK
 AU1827_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1827_SP_SET: 32 FT
 AU1827_STAMPING: TIDES NO4 1961
 AU1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1827
 AU1827  HISTORY     - Date     Condition        Report By
 AU1827  HISTORY     - 1961     MONUMENTED       CGS
 AU1827  HISTORY     - 1970     MARK NOT FOUND   NGS
 AU1827
 AU1827                          STATION DESCRIPTION
 AU1827
 AU1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AU1827'20.89 MI SW FROM BAYOU SALE.
 AU1827'LOCATED ABOUT 17.35 MILES SOUTHWEST ALONG STATE HIGHWAY 317 FROM THE
 AU1827'TEXAS AND NEW ORLEANS RAILROAD STATION AT BAYOU SALE TO THE END OF
 AU1827'ROAD AT THE TEXACO FIELD OFFICE.  THENCE 3.5 MILES BY BOAT FROM THE
 AU1827'TEXACO FIELD OFFICE ON THE EAST SIDE OF BAYOU SALE BAY.  THE MARK IS
 AU1827'IN THE MARSH ON POINT CHEVREUIL.  IT IS 307 FEET SOUTHWEST OF BM TIDES
 AU1827'NO5 1961, ABOUT 47 FEET NORTHEAST OF THE POINT, ABOUT 47 FEET
 AU1827'NORTHEAST OF THE SOUTHWESTERN END OF THE POINT AND ABOUT 6 FEET
 AU1827'SOUTHEAST OF THE HIGH WATER LINE OF THE NORTHERLY SHORE.  IT IS 13
 AU1827'FEET WEST OF A METAL WITNESS POST.  A STANDARD DISK, CLAMPED TO A
 AU1827'5/8-INCH COPPER ROD (DRIVEN 32 FEET) ENCASED IN A 6-INCH ORANGEBURG
 AU1827'PIPE FILLED WITH CONCRETE.  THE MARK PROJECTS 1.0 FEET ABOVE THE
 AU1827'MARSH.
 AU1827
 AU1827                          STATION RECOVERY (1970)
 AU1827
 AU1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AU1827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1826 ***********************************************************************
 AU1826  DESIGNATION -  TIDAL 5
 AU1826  PID         -  AU1826
 AU1826  STATE/COUNTY-  LA/ST MARY
 AU1826  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU1826
 AU1826                         *CURRENT SURVEY CONTROL
 AU1826  ___________________________________________________________________
 AU1826* NAD 83(1986)-  29 31 12.     (N)    091 32 57.     (W)     SCALED    
 AU1826* NAVD 88     -         0.79   (+/-2cm)       2.6    (feet)  VERTCON   
 AU1826  ___________________________________________________________________
 AU1826  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AU1826
 AU1826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AU1826
 AU1826.The horizontal coordinates were scaled from a topographic map and have
 AU1826.an estimated accuracy of +/- 6 seconds.
 AU1826
 AU1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1826.The vertical order pertains to the NGVD 29 superseded value.
 AU1826
 AU1826.The geoid height was determined by GEOID03.
 AU1826
 AU1826;                    North         East    Units  Estimated Accuracy
 AU1826;SPC LA S     -   113,080.      979,080.      MT  (+/- 180 meters Scaled)
 AU1826
 AU1826                          SUPERSEDED SURVEY CONTROL
 AU1826
 AU1826  NGVD 29 (??/??/??)    0.841  (m)            2.76   (f) ADJUSTED    2 0
 AU1826
 AU1826.Superseded values are not recommended for survey control.
 AU1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1826.See file dsdata.txt to determine how the superseded data were derived.
 AU1826
 AU1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN406664(NAD 83)
 AU1826_MARKER: DJ = TIDAL STATION DISK
 AU1826_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1826_SP_SET: 32 FT
 AU1826_STAMPING: TIDES NO5 1961
 AU1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1826
 AU1826  HISTORY     - Date     Condition        Report By
 AU1826  HISTORY     - 1961     MONUMENTED       CGS
 AU1826  HISTORY     - 1970     MARK NOT FOUND   NGS
 AU1826
 AU1826                          STATION DESCRIPTION
 AU1826
 AU1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AU1826'20.89 MI SW FROM BAYOU SALE.
 AU1826'LOCATED ABOUT 17.35 MILES SOUTHWEST ALONG STATE HIGHWAY 317 FROM THE
 AU1826'TEXAS AND NEW ORLEANS RAILROAD STATION AT BAYOU SALE TO THE END OF
 AU1826'ROAD AT THE TEXACO FIELD OFFICE.  THENCE 3.5 MILES BY BOAT FROM THE
 AU1826'TEXACO FIELD OFFICE ON THE EAST SIDE OF BAYOU SALE BAY.  THE MARK IS
 AU1826'IN THE MARSH ON POINT CHEVREUIL.  IT IS ABOUT 354 FEET NORTHEAST OF
 AU1826'THE POINT, ABOUT 209 FEET NORTH-NORTHWEST OF THE HIGH WATER LINE ON
 AU1826'THE SOUTHERLY SHORE, ABOUT 112 FEET SOUTHEAST OF THE HIGH WATER LINE
 AU1826'ON THE NORTHERLY SHORE, 280 FEET SOUTHWEST OF BM TIDES NO6 1961 AND
 AU1826'307 FEET NORTHEAST OF BM TIDES NO4 1961.  IT IS 9.0 FEET SOUTH OF A
 AU1826'WOODEN WITNESS POST AND 7.7 FEET WEST OF A METAL WITNESS POST.  A
 AU1826'STANDARD DISK, CLAMPED TO A 5/8-INCH COPPER ROD (DRIVEN 32 FEET)
 AU1826'ENCASED IN A 6-INCH ORANGEBURG PIPE FILLED WITH CONCRETE.  THE MARK
 AU1826'PROJECTS 1.4 FEET ABOVE THE MARSH.
 AU1826
 AU1826                          STATION RECOVERY (1970)
 AU1826
 AU1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AU1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1825 ***********************************************************************
 AU1825  DESIGNATION -  TIDAL 6
 AU1825  PID         -  AU1825
 AU1825  STATE/COUNTY-  LA/ST MARY
 AU1825  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU1825
 AU1825                         *CURRENT SURVEY CONTROL
 AU1825  ___________________________________________________________________
 AU1825* NAD 83(1986)-  29 31 13.     (N)    091 32 54.     (W)     SCALED    
 AU1825* NAVD 88     -         0.73   (+/-2cm)       2.4    (feet)  VERTCON   
 AU1825  ___________________________________________________________________
 AU1825  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AU1825
 AU1825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AU1825
 AU1825.The horizontal coordinates were scaled from a topographic map and have
 AU1825.an estimated accuracy of +/- 6 seconds.
 AU1825
 AU1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1825.The vertical order pertains to the NGVD 29 superseded value.
 AU1825
 AU1825.The geoid height was determined by GEOID03.
 AU1825
 AU1825;                    North         East    Units  Estimated Accuracy
 AU1825;SPC LA S     -   113,110.      979,160.      MT  (+/- 180 meters Scaled)
 AU1825
 AU1825                          SUPERSEDED SURVEY CONTROL
 AU1825
 AU1825  NGVD 29 (??/??/??)    0.777  (m)            2.55   (f) ADJUSTED    2 0
 AU1825
 AU1825.Superseded values are not recommended for survey control.
 AU1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1825.See file dsdata.txt to determine how the superseded data were derived.
 AU1825
 AU1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN406665(NAD 83)
 AU1825_MARKER: DJ = TIDAL STATION DISK
 AU1825_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1825_SP_SET: 32 FT
 AU1825_STAMPING: TIDES NO 6 1961
 AU1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1825
 AU1825  HISTORY     - Date     Condition        Report By
 AU1825  HISTORY     - 1961     MONUMENTED       CGS
 AU1825  HISTORY     - 1970     MARK NOT FOUND   USGS
 AU1825
 AU1825                          STATION DESCRIPTION
 AU1825
 AU1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AU1825'20.89 MI SW FROM BAYOU SALE.
 AU1825'LOCATED ABOUT 17.35 MILES SOUTHWEST ALONG STATE HIGHWAY 317 FROM THE
 AU1825'TEXAS AND NEW ORLEANS RAILROAD STATION AT BAYOU SALE TO THE END OF
 AU1825'ROAD AT THE TEXACO FIELD OFFICE.  THENCE 3.5 MILES BY BOAT FROM THE
 AU1825'TEXACO FIELD OFFICE ON THE EAST SIDE OF BAYOU SALE BAY.  THE MARK IS
 AU1825'IN THE MARSH ON POINT CHEVREUIL.  IT IS ABOUT 633 FEET NORTHEAST OF
 AU1825'THE POINT, ABOUT 274 FEET NORTH-NORTHWEST AT THE HIGH-WATER LINE ON
 AU1825'THE SOUTH SHORE AND ABOUT 206 FEET SOUTHEAST AT THE HIGH-WATER LINE ON
 AU1825'THE NORTHERLY SHORE.  IT IS 20 FEET SOUTH OF A METAL WITNESS POST AND
 AU1825'7 1/2 FEET WEST OF ANOTHER METAL WITNESS POST.  A STANDARD DISK,
 AU1825'CLAMPED TO A 5/8-INCH COPPER ROD (DRIVEN 32 FEET) ENCASED IN A 6-INCH
 AU1825'ORANGEBURG PIPE FILLED WITH CONCRETE.  THE MARK PROJECTS 1.4 FEET
 AU1825'ABOVE THE MARSH.
 AU1825
 AU1825                          STATION RECOVERY (1970)
 AU1825
 AU1825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AU1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2461 ***********************************************************************
 AU2461  DESIGNATION -  TIDAL BENCH MARK 3 1960
 AU2461  PID         -  AU2461
 AU2461  STATE/COUNTY-  LA/TERREBONNE
 AU2461  USGS QUAD   -  POINT AU FER (1987)
 AU2461
 AU2461                         *CURRENT SURVEY CONTROL
 AU2461  ___________________________________________________________________
 AU2461* NAD 83(1992)-  29 19 57.83467(N)    091 21 10.12443(W)     ADJUSTED  
 AU2461* NAVD 88     -         1.21   (+/-2cm)       4.0    (feet)  VERTCON   
 AU2461  ___________________________________________________________________
 AU2461  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2461  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU2461
 AU2461  HORZ ORDER  -  SECOND
 AU2461  VERT ORDER  -  THIRD ? (See Below)
 AU2461
 AU2461.The horizontal coordinates were established by classical geodetic methods
 AU2461.and adjusted by the National Geodetic Survey in January 1993..
 AU2461
 AU2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2461.The vertical order pertains to the NGVD 29 superseded value.
 AU2461
 AU2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2461
 AU2461.The geoid height was determined by GEOID03.
 AU2461
 AU2461;                    North         East     Units Scale Factor Converg.
 AU2461;SPC LA S     -    92,305.830   998,108.110   MT  0.99999323   -0 00 35.1
 AU2461;SPC LA S     -   302,840.04  3,274,626.36   sFT  0.99999323   -0 00 35.1
 AU2461;UTM  15      - 3,245,976.761   659,931.009   MT  0.99991562   +0 48 25.5
 AU2461
 AU2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2461!SPC LA S     -   1.00000370  x   0.99999323  =   0.99999693
 AU2461!UTM  15      -   1.00000370  x   0.99991562  =   0.99991932
 AU2461
 AU2461                          SUPERSEDED SURVEY CONTROL
 AU2461
 AU2461  NAD 83(1986)-  29 19 57.85989(N)    091 21 10.12426(W) AD(       ) 2
 AU2461  NAD 27      -  29 19 57.06540(N)    091 21 09.72350(W) AD(       ) 2
 AU2461  NGVD 29 (07/19/86)    1.26   (m)            4.1    (f) LEVELING    3  
 AU2461
 AU2461.Superseded values are not recommended for survey control.
 AU2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2461.See file dsdata.txt to determine how the superseded data were derived.
 AU2461
 AU2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5993145977(NAD 83)
 AU2461_MARKER: DB = BENCH MARK DISK
 AU2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2461+STABILITY: SURFACE MOTION
 AU2461
 AU2461  HISTORY     - Date     Condition        Report By
 AU2461  HISTORY     - 1960     MONUMENTED       CGS
 AU2461
 AU2461                          STATION DESCRIPTION
 AU2461
 AU2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AU2461'LOCATED ALONG THE SOUTHEAST SIDE OF ATCHAFALAYA BAY, ABOUT
 AU2461'3 MILES SOUTHEAST OF EUGENE ISLAND LIGHTHOUSE, ON THE SHELL
 AU2461'BEACH AT POINT AU FER, 28 FEET SOUTHEAST OF THE MEAN HIGH WATER
 AU2461'LINE AND 25 FEET NORTHWEST OF THE EDGE OF THE MARSH.
 AU2461'
 AU2461'TIDAL BM NO. 3 IS NORTHEAST OF THE STATION IN THE EDGE OF THE
 AU2461'WATER.  A BENCH MARK DISK STAMPED TIDES NO. 3 1960 IN TOP
 AU2461'OF A 14 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 1.5 FEET
 AU2461'ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1062 ***********************************************************************
 AT1062  DESIGNATION -  TIDE WATER
 AT1062  PID         -  AT1062
 AT1062  STATE/COUNTY-  LA/PLAQUEMINES
 AT1062  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1062
 AT1062                         *CURRENT SURVEY CONTROL
 AT1062  ___________________________________________________________________
 AT1062* NAD 83(1992)-  29 13 39.42040(N)    089 23 19.84042(W)     ADJUSTED  
 AT1062* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1062  **This station is located in a subsidence area (see below).
 AT1062  ___________________________________________________________________
 AT1062  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AT1062  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AT1062
 AT1062  HORZ ORDER  -  SECOND
 AT1062
 AT1062.The horizontal coordinates were established by classical geodetic methods
 AT1062.and adjusted by the National Geodetic Survey in January 1993..
 AT1062
 AT1062 ** The orthometric height has not been validated since last determined
 AT1062 ** by differential leveling and should not be used for control purposes.
 AT1062 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1062 ** area with valid NAVD 88 orthometric heights.
 AT1062 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1062 ** epoch indicated which incorporates improved geoid heights for the
 AT1062 ** Southern Louisiana Subsidence area.
 AT1062 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1062.The orthometric height was scaled from a topographic map.
 AT1062
 AT1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1062
 AT1062.The geoid height was determined by GEOID03.
 AT1062
 AT1062;                    North         East     Units Scale Factor Converg.
 AT1062;SPC LA S     -    82,258.650 1,189,046.256   MT  1.00001611   +0 58 20.2
 AT1062;SPC LA S     -   269,876.92  3,901,062.59   sFT  1.00001611   +0 58 20.2
 AT1062;UTM  16      - 3,235,568.438   267,802.822   MT  1.00026535   -1 10 01.0
 AT1062
 AT1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1062!SPC LA S     -   1.00000376  x   1.00001611  =   1.00001987
 AT1062!UTM  16      -   1.00000376  x   1.00026535  =   1.00026912
 AT1062
 AT1062:                Primary Azimuth Mark                     Grid Az
 AT1062:SPC LA S     -  TIDE WATER AZ MK                         002 59 42.4
 AT1062:UTM  16      -  TIDE WATER AZ MK                         005 08 03.6
 AT1062
 AT1062|---------------------------------------------------------------------|
 AT1062| PID    Reference Object                     Distance      Geod. Az  |
 AT1062|                                                           dddmmss.s |
 AT1062| DD8170 TIDE WATER AZ MK                                   0035802.6 |
 AT1062| DD8171 TIDE WATER RM 1                      28.176 METERS 03357     |
 AT1062| AT1080 VENICE FREEPORT SULPHUR MAST        APPROX. 5.5 KM 0385330.5 |
 AT1062| DD8172 TIDE WATER RM 2                      27.459 METERS 30446     |
 AT1062|---------------------------------------------------------------------|
 AT1062
 AT1062                          SUPERSEDED SURVEY CONTROL
 AT1062
 AT1062  NAD 83(1986)-  29 13 39.42643(N)    089 23 19.85084(W) AD(       ) 2
 AT1062  NAD 27      -  29 13 38.62600(N)    089 23 19.65200(W) AD(       ) 2
 AT1062
 AT1062.Superseded values are not recommended for survey control.
 AT1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1062.See file dsdata.txt to determine how the superseded data were derived.
 AT1062
 AT1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6780335568(NAD 83)
 AT1062_MARKER: DS = TRIANGULATION STATION DISK
 AT1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1062+STABILITY: SURFACE MOTION
 AT1062
 AT1062  HISTORY     - Date     Condition        Report By
 AT1062  HISTORY     - 1955     MONUMENTED       CGS
 AT1062  HISTORY     - 1959     GOOD             CGS
 AT1062  HISTORY     - 1970     GOOD             NGS
 AT1062
 AT1062                          STATION DESCRIPTION
 AT1062
 AT1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1062'THE STATION IS LOCATED ABOUT 3.5 MILES, AIRLINE SW OF VENICE, ON THE
 AT1062'TIDE WATER
 AT1062'ASSOCIATED OIL COMPANY FIELD.  IT IS ON THE NORTH BANK OF
 AT1062'THE CANAL AND SOUTH OF THE
 AT1062'BUILDINGS, ON LINE WITH THE EAST OF A BALL
 AT1062'PARK.
 AT1062'
 AT1062'TO REACH FROM THE END OF THE PAVED ROAD IN VENICE- TURN RIGHT THROUGH
 AT1062'TOWN AND GO
 AT1062'SOUTHWEST ON SHELL ROAD ALONG SOUTH BANK OF A CANAL FOR
 AT1062'ABOUT THREE MILES TO THE TIDE
 AT1062'WATER ASSOSIATED FIELD, TURN LEFT AND
 AT1062'GO SOUTH PAST TRAILER HOUSES FOR 0.3 MILES TO A
 AT1062'CATTLE GUARD, CROSS
 AT1062'GUARD, TURN RIGHT AND GO WEST 0.05 MILE TO STATION ON LEFT.
 AT1062'
 AT1062'THE STATION MARK, 43.5 FEET SOUTH OF THE SOUTH EDGE OF A TRACK ROAD,
 AT1062'40 FEET NORTH OF
 AT1062'THE NORTH BANK OF PASS TANTE PHINE, AND 4 FEET WEST
 AT1062'OF A WHITE WITNESS POST, PROJECTS 3
 AT1062'INCHES AND THE DISK IS STAMPED
 AT1062'TIDE WATER 1955.
 AT1062'
 AT1062'REFERENCE MARK NO.1, NORTHEAST OF THE STATION, IS 43 FEET SOUTH OF
 AT1062'THE SOUTH EDGE OF
 AT1062'A TRACK ROAD, 32 FEET NORTH OF THE NORTH SHORE OF
 AT1062'THE CANAL, AND PROJECTS 6 INCHES.
 AT1062'THE DISK IS STAMPED TIDE WATER NO
 AT1062'1 1955.
 AT1062'
 AT1062'REFERENCE MARK NO.2, WEST -NORTHWEST OF THE STATION, IS 31 FEET NORTH
 AT1062'OF THE NORTH EDGE
 AT1062'OF A TRACK ROAD AND PROJECTS 2 INCHES.  THE DISK IS
 AT1062'STAMPED TIDE WATER NO 2 1955.
 AT1062'
 AT1062'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE NORTH OF THE STATION, IS
 AT1062'0.05 MILE EAST OF
 AT1062'THE ROAD LEADING TO THE STATION, 14 FEET EAST OF
 AT1062'THE SOUTHEAST CORNER OF A THREE CAR
 AT1062'GARAGE, 1 FOOT SOUTH OF A POWER
 AT1062'POLE, AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE
 AT1062'MARK PROJECTS 6
 AT1062'INCHES AND THE DISK IS STAMPED TIDE WATER 1955.
 AT1062
 AT1062                          STATION RECOVERY (1959)
 AT1062
 AT1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWP)
 AT1062'THE STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK WERE ALL
 AT1062'RECOVERED IN GOOD
 AT1062'CONDITION AS DESCRIBED.  A NEW TO REACH FOLLOWS.
 AT1062'
 AT1062'TO REACH THE STATION FROM THE CALIFORNIA OIL COMPANY S VENICE CAMP,
 AT1062'WHICH IS LOCATED
 AT1062'AT THE END OF THE PAVED ROAD IN VENICE, GO SOUTHWEST
 AT1062'ON SHELL ROAD FOR 3.15 MILES TO THE
 AT1062'TIDE WATER ASSOCIATED FIELD
 AT1062'PARKING LOT AND ROAD LEFT.  TURN LEFT, SOUTH, AND GO
 AT1062'0.1 MILE PASSING A
 AT1062'SHELL ROAD LEFT*, CONTINUE GOING SOUTH AND SOUTHWEST FOR 0.2 MILE
 AT1062'PASSING FOUR
 AT1062'HORIZONAL TANKS TO A CATTLE GUARD AND A TRACK ROAD.
 AT1062'CROSS OVER THE CATTLE GUARD AND
 AT1062'FOLLOW THE TRACK ROAD, WEST, FOR 0.05
 AT1062'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AT1062'
 AT1062'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT, EAST, ON THE
 AT1062'SHELL ROAD AND GO
 AT1062'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 AT1062'DESCRIBED.
 AT1062
 AT1062                          STATION RECOVERY (1970)
 AT1062
 AT1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JDS)
 AT1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1063 ***********************************************************************
 AT1063  DESIGNATION -  TIDEWATER 2
 AT1063  PID         -  AT1063
 AT1063  STATE/COUNTY-  LA/PLAQUEMINES
 AT1063  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1063
 AT1063                         *CURRENT SURVEY CONTROL
 AT1063  ___________________________________________________________________
 AT1063* NAD 83(1992)-  29 13 42.50621(N)    089 23 19.75661(W)     ADJUSTED  
 AT1063* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1063  **This station is located in a subsidence area (see below).
 AT1063  ___________________________________________________________________
 AT1063  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AT1063  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AT1063
 AT1063  HORZ ORDER  -  THIRD
 AT1063
 AT1063.The horizontal coordinates were established by classical geodetic methods
 AT1063.and adjusted by the National Geodetic Survey in January 1993..
 AT1063
 AT1063 ** The orthometric height has not been validated since last determined
 AT1063 ** by differential leveling and should not be used for control purposes.
 AT1063 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1063 ** area with valid NAVD 88 orthometric heights.
 AT1063 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1063 ** epoch indicated which incorporates improved geoid heights for the
 AT1063 ** Southern Louisiana Subsidence area.
 AT1063 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1063.The orthometric height was scaled from a topographic map.
 AT1063
 AT1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1063
 AT1063.The geoid height was determined by GEOID03.
 AT1063
 AT1063;                    North         East     Units Scale Factor Converg.
 AT1063;SPC LA S     -    82,353.684 1,189,046.907   MT  1.00001591   +0 58 20.2
 AT1063;SPC LA S     -   270,188.71  3,901,064.73   sFT  1.00001591   +0 58 20.2
 AT1063;UTM  16      - 3,235,663.406   267,807.021   MT  1.00026532   -1 10 01.1
 AT1063
 AT1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1063!SPC LA S     -   1.00000376  x   1.00001591  =   1.00001967
 AT1063!UTM  16      -   1.00000376  x   1.00026532  =   1.00026909
 AT1063
 AT1063:                Primary Azimuth Mark                     Grid Az
 AT1063:SPC LA S     -  TIDEWATER 2 AZ MK                        003 33 53.7
 AT1063:UTM  16      -  TIDEWATER 2 AZ MK                        005 42 15.0
 AT1063
 AT1063|---------------------------------------------------------------------|
 AT1063| PID    Reference Object                     Distance      Geod. Az  |
 AT1063|                                                           dddmmss.s |
 AT1063| DD8173 TIDEWATER 2 AZ MK                                  0043213.9 |
 AT1063| AT1080 VENICE FREEPORT SULPHUR MAST        APPROX. 5.4 KM 0393006.8 |
 AT1063| AT1078 VENICE HUMBLE OIL CO TOWER          APPROX. 5.1 KM 0425253.9 |
 AT1063| AT1082 VENICE CONTINENTAL OIL CO MAST      APPROX. 4.8 KM 0431042.5 |
 AT1063| AT1081 VENICE RADIO STA KKC 549 MAST       APPROX. 4.3 KM 0460026.9 |
 AT1063| DD8174 TIDEWATER 2 RM 3                     35.768 METERS 26233     |
 AT1063| AT1061 TIDEWATER MAST                      APPROX. 0.5 KM 3331647.2 |
 AT1063| DD8175 TIDEWATER 2 RM 4                     29.148 METERS 35821     |
 AT1063|---------------------------------------------------------------------|
 AT1063
 AT1063                          SUPERSEDED SURVEY CONTROL
 AT1063
 AT1063  NAD 83(1986)-  29 13 42.51290(N)    089 23 19.76666(W) AD(       ) 3
 AT1063  NAD 27      -  29 13 41.71576(N)    089 23 19.56722(W) AD(       ) 3
 AT1063
 AT1063.Superseded values are not recommended for survey control.
 AT1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1063.See file dsdata.txt to determine how the superseded data were derived.
 AT1063
 AT1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6780735663(NAD 83)
 AT1063_MARKER: DS = TRIANGULATION STATION DISK
 AT1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1063+STABILITY: SURFACE MOTION
 AT1063
 AT1063  HISTORY     - Date     Condition        Report By
 AT1063  HISTORY     - 1966     MONUMENTED       CGS
 AT1063
 AT1063                          STATION DESCRIPTION
 AT1063
 AT1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1063'DISTANCE BETWEEN REFERENCE MARKS 3 AND 4 IS 158.7 FEET.
 AT1063'
 AT1063'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF VENICE, 7 MILES EAST OF
 AT1063'BAY COQUETTE,
 AT1063'5-1/2 MILES WEST OF THE MISSISSIPPI RIVER, 1 MILE EAST
 AT1063'OF THE VENICE CANAL AND IN THE
 AT1063'SOUTHEAST CORNER OF TIDE WATER GAS
 AT1063'COMPANY GROUNDS.
 AT1063'
 AT1063'TO REACH FROM THE FIRE DEPARTMENT ON STATE HIGHWAY 23 IN VENICE, GO
 AT1063'SOUTHEAST
 AT1063'FOLLOWING STATE HIGHWAY 23 FOR 0.7 MILE TO REVERSE FORK,
 AT1063'KEEP RIGHT AND FOLLOW MAIN
 AT1063'ROAD SOUTH AND SOUTHWEST FOR 3.35 MILES TO
 AT1063'ENTRANCE TO THE VENICE GULF OIL COMPANY
 AT1063'REFINERY, CONTINUE SOUTH ON
 AT1063'THE PAVED ROAD FOR 0.4 MILE TO A PAVED SIDE ROAD LEFT,
 AT1063'TURN LEFT AND GO
 AT1063'EAST ON PAVED ROAD FOR 0.05 MILE TO A T-ROAD AT THE END OF
 AT1063'PAVEMENT AND THE
 AT1063'AZIMUTH MARK 200 FEET NORTHWEST OF THE T-ROAD
 AT1063'INTERSECTION, TURN RIGHT AND GO
 AT1063'SOUTHERLY ON A SHELL ROAD FOR 0.2
 AT1063'MILE TO TIDE WATER GAS COMPANY GROUNDS AND STATION
 AT1063'ON RIGHT AS
 AT1063'DESCRIBED.
 AT1063'
 AT1063'STATION MARK, A STANDARD DISK STAMPED TIDEWATER 2 1966, IS SET IN THE
 AT1063'TOP OF A CONCRETE
 AT1063'CYLINDER WHICH IS SET FLUSH WITH THE GROUND.  THE
 AT1063'MARK IS 54 FEET WEST OF WEST END OF
 AT1063'A CATTLE GUARD, 17 FEET NORTH OF
 AT1063'FENCE, 62 FEET WEST OF CENTER OF SHELL ROAD AND 6.3
 AT1063'FEET NORTHWEST OF
 AT1063'WITNESS POST.
 AT1063'
 AT1063'REFERENCE MARK 3, A STANDARD DISK STAMPED TIDEWATER 2 NO 3 1966, IS
 AT1063'SET IN THE TOP OF
 AT1063'A CONCRETE CYLINDER WHICH PROJECTS ABOUT 4 INCHES.
 AT1063'THE MARK IS 5 FEET NORTH OF FENCE
 AT1063'CORNER, 179 FEET WEST OF CENTER OF
 AT1063'SHELL ROAD, 2 FEET NORTHEAST OF POWERLINE POLE AND
 AT1063'1.2 FEET SOUTH OF
 AT1063'WITNESS POST.
 AT1063'
 AT1063'REFERENCE MARK 4, A STANDARD DISK STAMPED TIDEWATER 2 NO 4 1966, IS
 AT1063'SET IN THE TOP OF
 AT1063'A CONCRETE CYLINDER WHICH PROJECTS ABOUT 4 INCHES.
 AT1063'THE MARK IS 113 FEET NORTH OF FENCE,
 AT1063'63 FEET WEST OF CENTER OF SHELL
 AT1063'ROAD AND 1.5 FEET WEST OF WITNESS POST.
 AT1063'
 AT1063'AZIMUTH MARK, A STANDARD DISK STAMPED TIDEWATER 1955, IS SET IN TOP
 AT1063'OF A SQUARE
 AT1063'CONCRETE POST WHICH PROJECTS 2 INCHES.  THE MARK IS 198
 AT1063'FEET NORTHWEST OF CENTER OF
 AT1063'T-ROAD, 29 FEET WEST OF CENTER OF SHELL
 AT1063'ROAD, 8 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 AT1063'GARAGE, 2.5 FEET EAST
 AT1063'OF EAST EDGE OF CONCRETE FLOOR OF GARAGE, 5.4 FEET SOUTH OF
 AT1063'POWERLINE POLE
 AT1063'WITH TRANSFORNER AND 1 FOOT NORTH OF WITNESS POST.
 AT1063'
 AT1063'NOTICE-AZIMUTH MARK IS AT THE EAST ENTRANCE OF A DOUBLE GARAGE NOW
 AT1063'BEING CONSTRUCTED.
 AT1063'WHEN GARAGE IN COMPLETED THE WITNESS POST WILL BE
 AT1063'REMOVED AND THE AZIMUTH MARK COVERED
 AT1063'WITH 10 INCHES OF SHELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1064 ***********************************************************************
 AT1064  DESIGNATION -  TIDEWATER MICROWAVE TOWER
 AT1064  PID         -  AT1064
 AT1064  STATE/COUNTY-  LA/PLAQUEMINES
 AT1064  USGS QUAD   -  PASS TANTE PHINE (1992)
 AT1064
 AT1064                         *CURRENT SURVEY CONTROL
 AT1064  ___________________________________________________________________
 AT1064* NAD 83(1992)-  29 14 05.64388(N)    089 23 09.83553(W)     ADJUSTED  
 AT1064* NAVD 88     -                                                        
 AT1064  **This station is located in a subsidence area (see below).
 AT1064  ___________________________________________________________________
 AT1064  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AT1064  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AT1064
 AT1064  HORZ ORDER  -  THIRD
 AT1064
 AT1064.The horizontal coordinates were established by classical geodetic methods
 AT1064.and adjusted by the National Geodetic Survey in January 1993..
 AT1064
 AT1064 ** The orthometric height has not been validated since last determined
 AT1064 ** by differential leveling and should not be used for control purposes.
 AT1064 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1064 ** area with valid NAVD 88 orthometric heights.
 AT1064 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1064 ** epoch indicated which incorporates improved geoid heights for the
 AT1064 ** Southern Louisiana Subsidence area.
 AT1064 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1064
 AT1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1064
 AT1064.The geoid height was determined by GEOID03.
 AT1064
 AT1064;                    North         East     Units Scale Factor Converg.
 AT1064;SPC LA S     -    83,070.523 1,189,302.702   MT  1.00001442   +0 58 25.2
 AT1064;SPC LA S     -   272,540.54  3,901,903.95   sFT  1.00001442   +0 58 25.2
 AT1064;UTM  16      - 3,236,370.371   268,089.469   MT  1.00026370   -1 09 57.1
 AT1064
 AT1064                          SUPERSEDED SURVEY CONTROL
 AT1064
 AT1064  NAD 83(1986)-  29 14 05.64562(N)    089 23 09.84758(W) AD(       ) 4
 AT1064  NAD 27      -  29 14 04.84787(N)    089 23 09.64843(W) AD(       ) 3
 AT1064
 AT1064.Superseded values are not recommended for survey control.
 AT1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1064.See file dsdata.txt to determine how the superseded data were derived.
 AT1064
 AT1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6808936370(NAD 83)
 AT1064_MARKER: 45 = MICROWAVE TOWER
 AT1064
 AT1064  HISTORY     - Date     Condition        Report By
 AT1064  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1064
 AT1064                          STATION DESCRIPTION
 AT1064
 AT1064'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2908 ***********************************************************************
 CP2908  DESIGNATION -  TIGER
 CP2908  PID         -  CP2908
 CP2908  STATE/COUNTY-  LA/WEST CARROLL
 CP2908  USGS QUAD   -  FISKE (1988)
 CP2908
 CP2908                         *CURRENT SURVEY CONTROL
 CP2908  ___________________________________________________________________
 CP2908* NAD 83(1992)-  32 56 17.91701(N)    091 25 54.51228(W)     ADJUSTED  
 CP2908* NAVD 88     -        32.46   (+/-2cm)     106.5    (feet)  VERTCON   
 CP2908  ___________________________________________________________________
 CP2908  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CP2908  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP2908
 CP2908  HORZ ORDER  -  FIRST
 CP2908  VERT ORDER  -  THIRD ? (See Below)
 CP2908
 CP2908.The horizontal coordinates were established by classical geodetic methods
 CP2908.and adjusted by the National Geodetic Survey in September 1999..
 CP2908
 CP2908.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2908.The vertical order pertains to the NGVD 29 superseded value.
 CP2908
 CP2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2908
 CP2908.The geoid height was determined by GEOID03.
 CP2908
 CP2908;                    North         East     Units Scale Factor Converg.
 CP2908;SPC LA N     -   270,855.858 1,099,900.996   MT  1.00007323   +0 33 53.1
 CP2908;SPC LA N     -   888,632.93  3,608,591.85   sFT  1.00007323   +0 33 53.1
 CP2908;UTM  15      - 3,645,539.097   646,603.275   MT  0.99986501   +0 51 10.2
 CP2908
 CP2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2908!SPC LA N     -   0.99999899  x   1.00007323  =   1.00007222
 CP2908!UTM  15      -   0.99999899  x   0.99986501  =   0.99986400
 CP2908
 CP2908|---------------------------------------------------------------------|
 CP2908| PID    Reference Object                     Distance      Geod. Az  |
 CP2908|                                                           dddmmss.s |
 CP2908| CY5699 TIGER RM 1                           76.822 METERS 15308     |
 CP2908| CP2890 OAK GROVE MUNICIPAL TANK            APPROX. 9.2 KM 1552340.4 |
 CP2908| CY5698 TIGER AZ MK                                        1900225.3 |
 CP2908| CY5700 TIGER RM 2                           97.021 METERS 21313     |
 CP2908| CP2913 OAK GROVE MID VALLEY PLINE MST      APPROX. 7.1 KM 2271252.4 |
 CP2908|---------------------------------------------------------------------|
 CP2908
 CP2908                          SUPERSEDED SURVEY CONTROL
 CP2908
 CP2908  NAD 83(1992)-  32 56 17.91764(N)    091 25 54.51122(W) AD(       ) 1
 CP2908  NAD 83(1992)-  32 56 17.91765(N)    091 25 54.51085(W) AD(       ) 1
 CP2908  NAD 83(1986)-  32 56 17.93049(N)    091 25 54.50478(W) AD(       ) 1
 CP2908  NAD 27      -  32 56 17.47390(N)    091 25 54.08471(W) AD(       ) 1
 CP2908  NGVD 29 (07/19/86)   32.55   (m)          106.8    (f) LEVELING    3  
 CP2908
 CP2908.Superseded values are not recommended for survey control.
 CP2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2908.See file dsdata.txt to determine how the superseded data were derived.
 CP2908
 CP2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4660345539(NAD 83)
 CP2908_MARKER: DS = TRIANGULATION STATION DISK
 CP2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2908
 CP2908  HISTORY     - Date     Condition        Report By
 CP2908  HISTORY     - 1970     MONUMENTED       NGS
 CP2908
 CP2908                          STATION DESCRIPTION
 CP2908
 CP2908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2908'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST AND 5-1/4 MILES
 CP2908'NORTH OF OAK GROVE AND 1-1/2 MILES SOUTHEAST OF CONCORD,
 CP2908'NEAR THE CENTER OF SECTION 34, T 23 N, R 10 E, ON THE EAST
 CP2908'SIDE OF A NORTH-SOUTH GRAVELED ROAD IN PASTURE LAND OWNED
 CP2908'BY MR. TONY JANES, ROUTE 2, OAK GROVE, LOUISIANA, PHONE
 CP2908'NUMBER IS 428-3687 OUT OF OAK GROVE.
 CP2908'
 CP2908'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 CP2908'AND 879 ABOUT 1 MILE WEST OF OAK GROVE, GO NORTHWESTERLY ON
 CP2908'STATE HIGHWAY 879 FOR 2.3 MILES TO A CROSSROAD.  TURN RIGHT AND
 CP2908'GO NORTH ON A PAVED ROAD FOR 4.15 MILES TO A T-JUNCTION.  TURN
 CP2908'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.55 MILES TO A SIDE
 CP2908'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 CP2908'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 CP2908'ON THE GRAVELED ROAD FOR 0.25 MILE TO A BOARD GATE AND THE
 CP2908'STATION ON THE RIGHT.
 CP2908'
 CP2908'THE STATION MARK IS A STANDARD DISK STAMPED TIGER 1970,
 CP2908'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2908'THAT IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 100
 CP2908'FEET EAST OF THE CENTER OF THE BOARD GATE, 53.5 FEET SOUTHWEST OF
 CP2908'A TWIN TURNKED TREE, 39 FEET SOUTH OF A FENCE AND 38 FEET NORTH
 CP2908'OF A TRACK ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CP2908'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 CP2908'
 CP2908'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TIGER NO 1 1970,
 CP2908'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2908'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 130.5 FEET
 CP2908'SOUTHWEST OF THE SOUTHWEST CORNER OF A HAY STORAGE BARN AND
 CP2908'3 FEET WEST OF A POWER POLE.
 CP2908'
 CP2908'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TIGER NO 2 1970,
 CP2908'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2908'FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET EAST OF THE CENTER
 CP2908'OF THE GRAVELED ROAD, 26 FEET EAST OF A FENCE AND 3 FEET
 CP2908'EAST OF A POWER POLE.
 CP2908'
 CP2908'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TIGER 1970, SET
 CP2908'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP2908'FLUSH WITH THE GROUND SURFACE.  IT IS 59.5 FEET WEST OF A 24-INCH
 CP2908'PINE TREE, 16.5 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 CP2908'3.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 CP2908'FENCE.
 CP2908'
 CP2908'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3211 ***********************************************************************
 AU3211  DESIGNATION -  TIGER
 AU3211  PID         -  AU3211
 AU3211  STATE/COUNTY-  LA/LAFOURCHE
 AU3211  USGS QUAD   -  THIBODAUX (1983)
 AU3211
 AU3211                         *CURRENT SURVEY CONTROL
 AU3211  ___________________________________________________________________
 AU3211* NAD 83(1992)-  29 46 58.82805(N)    090 50 19.27608(W)     ADJUSTED  
 AU3211* NAVD 88     -         2.1  **(meters)       7.   **(feet)  VERTCON   
 AU3211  **This station is located in a subsidence area (see below).
 AU3211  ___________________________________________________________________
 AU3211  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU3211  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU3211
 AU3211  HORZ ORDER  -  SECOND
 AU3211
 AU3211.The horizontal coordinates were established by classical geodetic methods
 AU3211.and adjusted by the National Geodetic Survey in January 1993..
 AU3211
 AU3211 ** The orthometric height has not been validated since last determined
 AU3211 ** by differential leveling and should not be used for control purposes.
 AU3211 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3211 ** area with valid NAVD 88 orthometric heights.
 AU3211 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3211 ** epoch indicated which incorporates improved geoid heights for the
 AU3211 ** Southern Louisiana Subsidence area.
 AU3211 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3211
 AU3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3211
 AU3211.The geoid height was determined by GEOID03.
 AU3211
 AU3211;                    North         East     Units Scale Factor Converg.
 AU3211;SPC LA S     -   142,317.648 1,047,826.640   MT  0.99993293   +0 14 50.4
 AU3211;SPC LA S     -   466,920.48  3,437,744.57   sFT  0.99993293   +0 14 50.4
 AU3211;UTM  15      - 3,296,699.226   708,930.851   MT  1.00013862   +1 04 26.2
 AU3211
 AU3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3211!SPC LA S     -   1.00000371  x   0.99993293  =   0.99993664
 AU3211!UTM  15      -   1.00000371  x   1.00013862  =   1.00014233
 AU3211
 AU3211:                Primary Azimuth Mark                     Grid Az
 AU3211:SPC LA S     -  THIBODAUX W WATER TANK                   000 45 42.6
 AU3211:UTM  15      -  THIBODAUX W WATER TANK                   359 56 06.8
 AU3211
 AU3211|---------------------------------------------------------------------|
 AU3211| PID    Reference Object                     Distance      Geod. Az  |
 AU3211|                                                           dddmmss.s |
 AU3211| AU3209 THIBODAUX W WATER TANK              APPROX. 1.9 KM 0010033.0 |
 AU3211| AU3208 THIBODAUX BELL TEL MICROWAVE        APPROX. 1.7 KM 0771146.5 |
 AU3211| AU3210 TIGER RM 1                           13.631 METERS 11505     |
 AU3211| DD8176 TIGER AZ MK                                        1943854.9 |
 AU3211| AU3500 TIGER AZ MK 2                       APPROX. 0.7 KM 1943849.6 |
 AU3211| DD8177 TIGER RM 2                           15.625 METERS 19942     |
 AU3211| CS7279 TIGER RM 3                           14.893 METERS 34645     |
 AU3211|---------------------------------------------------------------------|
 AU3211
 AU3211                          SUPERSEDED SURVEY CONTROL
 AU3211
 AU3211  NAD 83(1986)-  29 46 58.84839(N)    090 50 19.27851(W) AD(       ) 2
 AU3211  NAD 27      -  29 46 58.09647(N)    090 50 18.94259(W) AD(       ) 2
 AU3211  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 AU3211
 AU3211.Superseded values are not recommended for survey control.
 AU3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3211.See file dsdata.txt to determine how the superseded data were derived.
 AU3211
 AU3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0893196699(NAD 83)
 AU3211_MARKER: DD = SURVEY DISK
 AU3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3211_STAMPING: TIGER 1972
 AU3211_MARK LOGO: LADH  
 AU3211_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3211+STABILITY: SURFACE MOTION
 AU3211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3211+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1982
 AU3211
 AU3211  HISTORY     - Date     Condition        Report By
 AU3211  HISTORY     - 1972     MONUMENTED       LADH
 AU3211  HISTORY     - 19820706 GOOD             NGS
 AU3211
 AU3211                          STATION DESCRIPTION
 AU3211
 AU3211'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU3211'THE STATION IS LOCATED 2 MILES SOUTHWEST OF DOWNTOWN THIBODAUX, 15
 AU3211'MILES NORTHWEST OF HOUMA, IN THE SOUTHWEST 1/4 OF SECTION 17, T15S,
 AU3211'R16E, AND ON THE PROPERTY OWNED BY THE LAFOURCHE PARISH SCHOOL
 AU3211'BOARD.
 AU3211'
 AU3211'TO REACH THE STATION FROM THE CIVIC CENTER IN THIBODAUX, DRIVE SOUTH
 AU3211'ALONG STATE HIGHWAY 20 FOR 0.6 MILE TO THE INTERSECTION WITH STATE
 AU3211'HIGHWAY 1, TURN RIGHT ON STATE HIGHWAY 1 AND GO WEST FOR 1 MILE TO
 AU3211'THE INTERSECTION WITH TIGER DRIVE, TURN LEFT ON TIGER DRIVE AND GO
 AU3211'SOUTH FOR 1.2 MILES TO THE STATION ON THE LEFT AND EAST OF THE
 AU3211'STREET, NORTHWEST OF THE HIGH SCHOOL STADIUM.
 AU3211'
 AU3211'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG TIGER
 AU3211'DRIVE FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND EAST OF THE
 AU3211'STREET NEAR THE THIBODAUX HIGH SCHOOL.
 AU3211'
 AU3211'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3211'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3211'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU3211'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU3211'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU3211'STAMPED TIGER 1972.  THE MARK IS LOCATED IN THE NORTHWEST CORNER OF
 AU3211'THE THIBODAUX HIGH SCHOOL CAMPUS, 68 FEET EAST OF A POWER
 AU3211'POLE, 40 FEET NORTHWEST OF A 5 INCH OAK TREE, 40 FEET EAST OF THE
 AU3211'CENTER OF TIGER DRIVE AND 6 FEET EAST OF A METAL WITNESS POST AND
 AU3211'SIGN.
 AU3211'
 AU3211'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3211'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3211'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3211'STAMPED TIGER R.M. 1 1972.  IT IS 111 FEET EAST OF A POWER POLE,
 AU3211'91 FEET WEST-NORTHWEST OF A 9 INCH OAK TREE, 83 FEET EAST OF THE
 AU3211'CENTER OF TIGER DRIVE, AND 16 FEET NORTHEAST OF A 5 INCH OAK TREE.
 AU3211'
 AU3211'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3211'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3211'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3211'STAMPED TIGER R.M. 2 1972.  IT IS 100 FEET NORTHEAST OF A POWER
 AU3211'POLE (WITH A STREET LAMP), 91 FEET SOUTHEAST OF A POWER POLE, 48
 AU3211'FEET WEST-SOUTHWEST OF A 5 INCH OAK TREE, AND 34 FEET EAST OF
 AU3211'THE CENTER OF TIGER DRIVE.
 AU3211'
 AU3211'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU3211'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU3211'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU3211'STAMPED TIGER AZ. MK. 1972.  IT IS 105 FEET SOUTH OF THE CENTER OF
 AU3211'A SHELL DRIVE LEADING TO THE THIBODAUX HIGH SCHOOL, 86 FEET SOUTH
 AU3211'OF THE SOUTH END OF A METAL CULVERT, 38 FEET EAST OF THE CENTER OF
 AU3211'TIGER DRIVE, 15 FEET NORTHEAST OF THE NORTH END OF A METAL
 AU3211'CULVERT, AND 6 FEET EAST OF A METAL WITNESS POST AND SIGN.
 AU3211'
 AU3211'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU3211
 AU3211                          STATION RECOVERY (1982)
 AU3211
 AU3211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 AU3211'THE STATION MARK AND REFERENCE MARK NO 1 WERE RECOVERED IN GOOD
 AU3211'CONDITION.  REFERENCE MARK NO 2 AND THE AZIMUTH MARK HAVE BEEN
 AU3211'DESTROYED.  REFERENCE MARK NO 3 AND AN AZIMUTH MARK WERE ESTABLISHED
 AU3211'THIS DATE.
 AU3211' 
 AU3211'THE STATION IS LOCATED ABOUT 3.22 KM (2.0 MI) SOUTHWEST OF DOWNTOWN
 AU3211'THIBODAUX, 24.14 KM (15.0 MI) NORTHWEST OF HOUMA, IN THE SOUTHWEST 1/2
 AU3211'OF SECTION 17, T15S, R16E.  OWNERSHIP--THE LAFOURCHE PARISH SCHOOL
 AU3211'BOARD.
 AU3211' 
 AU3211'TO REACH THE STATION FROM THE CIVIC CENTER IN THIBODAUX, DRIVE SOUTH
 AU3211'ALONG STATE HIGHWAY 20 FOR 0.97 KM (0.6 MI) TO THE INTERSECTION WITH
 AU3211'STATE HIGHWAY 1, TURN RIGHT ON STATE HIGHWAY 1 AND GO WEST FOR 1 MILE
 AU3211'TO THE INTERSECTION WITH TIGER DRIVE, TURN LEFT ON TIGER DRIVE AND GO
 AU3211'SOUTH FOR 1.93 KM (1.2 MI) TO THE STATION ON THE LEFT AND EAST OF THE
 AU3211'STREET, NORTHWEST OF THE HIGH SCHOOL STADIUM.
 AU3211' 
 AU3211'THE STATION IS A STANDARD LADH DISK STAMPED--TIGER 1972--, SET INTO
 AU3211'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30.4 CM IN DIAMETER
 AU3211'FLUSH WITH GROUND LOCATED 66.0 FT (20.12 M) S FROM A POWER POLE, 49.0
 AU3211'FT (14.94 M) SE FROM THE EAST HEADWALL ON A CROSS-DRAIN UNDER TIGER
 AU3211'DRIVE, 40.0 FT (12.19 M) E FROM THE CENTER OF TIGER DRIVE, 10.0 FT
 AU3211'(3.05 M) E FROM A WITNESS POST AND SIGN, AND 2.3 FT (0.70 M) E FROM
 AU3211'THE EAST EDGE OF A SIDEWALK.
 AU3211' 
 AU3211'REFERENCE MARK NO 1 IS A STANDARD LADH DISK STAMPED--TIGER RM 1
 AU3211'1972--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 AU3211'30.4 CM) IN DIAMETER FLUSH WITH GROUND LOCATED 116.0 FT (35.36 M) NNE
 AU3211'FROM A 10-INCH LIVE OAK TREE, 90.0 FT (27.43 M) SE FROM A POWER POLE
 AU3211'ON THE EAST SIDE OF TIGER DRIVE, 80.7 FT (24.60 M) SW FROM A SERVICE
 AU3211'POWER POLE, AND 47.0 FT (14.33 M) E FROM THE EAST EDGE OF A SIDEWALK.
 AU3211' 
 AU3211'REFERENCE MARK NO 3 IS A STANDARD LADH DISK STAMPED--TIGER 1972 RM 3
 AU3211'1982--, CEMENTED IN A DRILL HOLE IN THE CENTER OF A CONCRETE HEADWALL
 AU3211'ON THE EAST END OF A CROSS DRAIN UNDER TIGER DRIVE.  IT IS LOCATED
 AU3211'26.8 FT (8.17 M) SW FROM A POWER POLE, 16.6 FT (5.06 M) W FROM THE
 AU3211'WEST EDGE OF THE SIDEWALK, AND 15.7 FT (4.79 M) E FROM THE CENTER OF
 AU3211'TIGER DRIVE.
 AU3211' 
 AU3211'AZIMUTH MARK IS A STANDARD LADH DISK STAMPED--TIGER 1972 AZ MK NO 2
 AU3211'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 AU3211'30.4 CM IN DIAMETER FLUSH WITH GROUND LOCATED 38.5 FT (11.73 M) E FROM
 AU3211'THE CENTER OF TIGER DRIVE, 37.0 FT (11.28 M) S FROM THE CENTER OF A
 AU3211'GRAVEL DRIVE TO THIBODAUX HIGH SCHOOL, 9.5 FT (2.90 M) SSW FROM THE
 AU3211'EAST END OF A CULVERT UNDER THE SIDEWALK, AND 1.5 FT (0.46 M) E FROM
 AU3211'THE EAST EDGE OF THE SIDEWALK.
 AU3211' 
 AU3211'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG TIGER
 AU3211'DRIVE FOR 0.65 KM (0.4 MI) TO THE AZIMUTH MARK ON THE LEFT, EAST OF
 AU3211'THE STREET (TIGER DRIVE) NEAR THE THIBODAUX HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2893 ***********************************************************************
 BX2893  DESIGNATION -  TIGER
 BX2893  PID         -  BX2893
 BX2893  STATE/COUNTY-  LA/NATCHITOCHES
 BX2893  USGS QUAD   -  KISATCHIE (1972)
 BX2893
 BX2893                         *CURRENT SURVEY CONTROL
 BX2893  ___________________________________________________________________
 BX2893* NAD 83(1992)-  31 23 18.79026(N)    093 09 26.79810(W)     ADJUSTED  
 BX2893* NAVD 88     -       117.5    (meters)     385.     (feet)  VERTCON   
 BX2893  ___________________________________________________________________
 BX2893  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BX2893  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX2893
 BX2893  HORZ ORDER  -  FIRST
 BX2893
 BX2893.The horizontal coordinates were established by classical geodetic methods
 BX2893.and adjusted by the National Geodetic Survey in January 1993..
 BX2893
 BX2893.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2893
 BX2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2893
 BX2893.The geoid height was determined by GEOID03.
 BX2893
 BX2893;                    North         East     Units Scale Factor Converg.
 BX2893;SPC LA N     -    98,708.881   937,470.400   MT  0.99995710   -0 20 51.3
 BX2893;SPC LA N     -   323,847.39  3,075,684.14   sFT  0.99995710   -0 20 51.3
 BX2893;UTM  15      - 3,472,675.361   485,030.730   MT  0.99960276   -0 04 55.2
 BX2893
 BX2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2893!SPC LA N     -   0.99998567  x   0.99995710  =   0.99994277
 BX2893!UTM  15      -   0.99998567  x   0.99960276  =   0.99958843
 BX2893
 BX2893|---------------------------------------------------------------------|
 BX2893| PID    Reference Object                     Distance      Geod. Az  |
 BX2893|                                                           dddmmss.s |
 BX2893| BX2058 TIGER RM 1                           27.434 METERS 06344     |
 BX2893| BX2057 TIGER RM 2                           23.196 METERS 21628     |
 BX2893| BX2056 TIGER AZ MK                                        2530949.5 |
 BX2893| BX2894 TIGER RM A 1965                      25.649 METERS 26407     |
 BX2893|---------------------------------------------------------------------|
 BX2893
 BX2893                          SUPERSEDED SURVEY CONTROL
 BX2893
 BX2893  NAD 83(1986)-  31 23 18.80531(N)    093 09 26.79128(W) AD(       ) 1
 BX2893  NAD 27      -  31 23 18.16820(N)    093 09 26.19954(W) AD(       ) 1
 BX2893  NGVD 29 (07/19/86)  117.6    (m)          386.     (f) VERT ANG       
 BX2893
 BX2893.Superseded values are not recommended for survey control.
 BX2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2893.See file dsdata.txt to determine how the superseded data were derived.
 BX2893
 BX2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8503172675(NAD 83)
 BX2893_MARKER: DS = TRIANGULATION STATION DISK
 BX2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2893
 BX2893  HISTORY     - Date     Condition        Report By
 BX2893  HISTORY     - 1965     MONUMENTED       CGS
 BX2893  HISTORY     - 1974     GOOD             NGS
 BX2893
 BX2893                          STATION DESCRIPTION
 BX2893
 BX2893'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2893'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF THE SMALL
 BX2893'COMMUNITY OF KISATCHIE, ON PROPERTY WHICH IS OWNED BY A MR. JAMES
 BX2893'E. TAYLOR, IN THE NORTHEAST 1/4 OF SECTION 26.  T 5 W.  R 8 W.
 BX2893'
 BX2893'STATION IS REACHED FROM THE POST OFFICE IN KISATCHIE.  GO
 BX2893'SOUTHERLY ON STATE HIGHWAY 117 FOR 2.1 MILES TO A GRADED SIDE
 BX2893'ROAD LEFT.  TURN LEFT AND GO EAST ON THE GRADED ROAD FOR 0.2
 BX2893'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 BX2893'ON THE GRADED ROAD, NORTHEASTERLY FOR 0.2 MILE TO THE STATION
 BX2893'MARK ON THE LEFT, INSIDE A PASTURE.
 BX2893'
 BX2893'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF A ROUND CONCRETE
 BX2893'MONUMENTS.
 BX2893'
 BX2893'STATION MARK DISK IS STAMPED TIGER 1965 AND THE STATION MARK DISK
 BX2893'IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS
 BX2893'37 FEET NORTHWEST OF THE CENTER OF THE GRADED ROAD, 18.6 FEET
 BX2893'NORTH OF A METAL WITNESS POST AND 15.0 FEET NORTHWEST OF A
 BX2893'WIRE FENCE.
 BX2893'
 BX2893'REFERENCE MARK NUMBER 1 DISK IS STAMPED TIGER NO 1 1965 AND
 BX2893'THE MARK PROJECTS ABOUT 1 INCH.  MARK IS 96.6 FEET NORTHEAST
 BX2893'OF THE METAL WITNESS POST, 16 FEET NORTHWEST OF THE CENTER OF
 BX2893'THE GRADED ROAD AND 4.0 FEET SOUTHEAST OF THE WIRE FENCE.
 BX2893'
 BX2893'REFERENCE MARK NUMBER 2 DISK IS STAMPED TIGER NO 2 1965 AND
 BX2893'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 64.9 FEET
 BX2893'SOUTHWEST OF THE METAL WITNESS POST, 17 FEET NORTHWEST OF THE
 BX2893'GRADED ROAD AND 1 FOOT NORTHWEST OF THE WIRE FENCE.
 BX2893'
 BX2893'AZIMUTH MARK DISK IS STAMPED TIGER 1965 AND THE MARK IS 7
 BX2893'INCHES ABOVE SURFACE OF THE GROUND.  MARK IS 20 FEET NORTHWEST
 BX2893'OF THE CENTER OF THE GRADED ROAD AND 2.3 FEET EAST-NORTHEAST
 BX2893'OF THE METAL WITNESS POST.
 BX2893'
 BX2893'HEIGHT OF LIGHT ABOVE STATION MARK 31.08 METERS.
 BX2893
 BX2893                          STATION RECOVERY (1974)
 BX2893
 BX2893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWH)
 BX2893'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF THE
 BX2893'SMALL COMMUNITY OF KISATCHIE, ON PROPERTY WHICH IS OWNED BY A
 BX2893'MR. JAMES E. TAYLOR, IN THE NORTHEAST 1/4 OF SECTION 26.  T 5
 BX2893'W.  R 8 W.
 BX2893'
 BX2893'THE STATION IS REACHED FROM THE POST OFFICE IN KISATCHIE.  GO
 BX2893'SOUTHERLY ON LOUISIANA HIGHWAY 117 FOR 2.1 MILES TO A GRADED
 BX2893'DIRT ROAD LEFT.  TURN LEFT AND GO EAST ON THE GRADED ROAD FOR
 BX2893'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT
 BX2893'AHEAD ON THE GRADED ROAD FOR 0.2 MILE TO THE STATION MARK ON
 BX2893'THE LEFT, INSIDE THE PASTURE.
 BX2893'
 BX2893'ALL MARKS ARE STANDRAD DISKS, SET IN THE TOP OF 10 INCH CONCRETE
 BX2893'MONUMENTS.
 BX2893'
 BX2893'STATION MARK DISK IS STAMPED TIGER 1965 AND THE STATION MARK
 BX2893'DISK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.  MARK
 BX2893'IS 37 FEET NORTHWEST OF THE CENTER OF THE GRADED ROAD, 18.6 FEET
 BX2893'NORTH OF A METAL WITNESS POST AND 15.0 FEET NORTHWEST OF A WIRE
 BX2893'FENCE.  THIS MARK WAS NOT FOUND AT THIS TIME, BUT IT PROBABLY
 BX2893'STILL IN GOOD SHAPE.
 BX2893'
 BX2893'REFERENCE MARK NUMBER 1 DISK IS STAMPED TIGER NO. 1 1965 AND
 BX2893'THE MARK PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  THE MARK IS
 BX2893'96.6 FEET NORTHEAST OF THE METAL WITNESS POST.  16 FEET NORTHWEST
 BX2893'OF THE CENTER OF THE GRADED DIRT ROAD.  4 FEET SOUTH OF THE WIRE
 BX2893'FENCE AND 125 FEET NORTHEAST OF THE CENTER OF A METAL CATTLE
 BX2893'GAP.  A WITNESS POST IS ALSO SET 1 FOOT SOUTHEAST OF THE MARK.
 BX2893'
 BX2893'REFERENCE MARK NUMBER 2 DISK IS STAMPED TIGER NO. 2 1965 AND
 BX2893'MARK IS FLUSH WITH THE GROUND.  THE MARK IS 64.9 FEET SOUTHWEST
 BX2893'OF THE METAL WITNESS POST.  17 FEET NORTHWEST OF THE GRADED
 BX2893'DIRT ROAD.  1 FOOT NORTHWEST OF THE WIRE FENCE.  A WITNESS POST
 BX2893'IS ALSO SET 1 FOOT SOUTHEAST OF THE MARK.
 BX2893'
 BX2893'AZIMUTH MARK DISK IS STAMPED TIGER AZIMUTH 1965 AND THE MARK IS
 BX2893'7 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 20 FEET
 BX2893'NORTHWEST OF THE CENTER OF THE GRADED DIRT ROAD AND 2.3 FEET
 BX2893'EAST-NORTHEAST OF THE METAL WITNESS POST.
 BX2893'
 BX2893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX2893'2.5 MILES SOUTHEAST OF KISATCHIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2056 ***********************************************************************
 BX2056  DESIGNATION -  TIGER AZ MK
 BX2056  PID         -  BX2056
 BX2056  STATE/COUNTY-  LA/NATCHITOCHES
 BX2056  USGS QUAD   -  KISATCHIE (1972)
 BX2056
 BX2056                         *CURRENT SURVEY CONTROL
 BX2056  ___________________________________________________________________
 BX2056* NAD 83(1986)-  31 23 15.     (N)    093 09 40.     (W)     SCALED    
 BX2056* NAVD 88     -       114.98   (+/-2cm)     377.2    (feet)  VERTCON   
 BX2056  ___________________________________________________________________
 BX2056  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX2056
 BX2056  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2056
 BX2056.The horizontal coordinates were scaled from a topographic map and have
 BX2056.an estimated accuracy of +/- 6 seconds.
 BX2056
 BX2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2056.The vertical order pertains to the NGVD 29 superseded value.
 BX2056
 BX2056.The geoid height was determined by GEOID03.
 BX2056
 BX2056;                    North         East    Units  Estimated Accuracy
 BX2056;SPC LA N     -    98,590.      937,120.      MT  (+/- 180 meters Scaled)
 BX2056
 BX2056                          SUPERSEDED SURVEY CONTROL
 BX2056
 BX2056  NGVD 29 (??/??/??)  115.036  (m)          377.41   (f) ADJUSTED    2 1
 BX2056
 BX2056.Superseded values are not recommended for survey control.
 BX2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2056.See file dsdata.txt to determine how the superseded data were derived.
 BX2056
 BX2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ846725(NAD 83)
 BX2056_MARKER: DZ = AZIMUTH MARK DISK
 BX2056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2056_SP_SET: CONCRETE BLOCK
 BX2056_STAMPING: TIGER AZIMUTH 1965
 BX2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2056
 BX2056  HISTORY     - Date     Condition        Report By
 BX2056  HISTORY     - 1965     MONUMENTED       CGS
 BX2056  HISTORY     - 1975     GOOD             LADTD
 BX2056  HISTORY     - 19950506 GOOD             USPSQD
 BX2056
 BX2056                          STATION DESCRIPTION
 BX2056
 BX2056'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2056'2.3 MI SE FROM KISATCHIE.
 BX2056'TO REACH THE MARK FROM THE POST OFFICE IN KISATCHIE, GO SOUTH ON
 BX2056'LOUISIANA HIGHWAY 117 FOR 2.1 MILES TO A GRADED DIRT ROAD LEFT.  TURN
 BX2056'LEFT AND GO EAST ON THE DIRT ROAD FOR 0.2 MILES TO THE MARK ON THE
 BX2056'LEFT.  THE MARK IS 20 FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD. A
 BX2056'STANDARD DISK IS STAMPED TIGER AZIMUTH 1965 AND IS IN A CONCRETE BLOCK
 BX2056'PROJECTING 7 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2.3
 BX2056'FEET SOUTHWEST OF THE MARK.
 BX2056
 BX2056                          STATION RECOVERY (1995)
 BX2056
 BX2056'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3500 ***********************************************************************
 AU3500  DESIGNATION -  TIGER AZ MK 2
 AU3500  PID         -  AU3500
 AU3500  STATE/COUNTY-  LA/LAFOURCHE
 AU3500  USGS QUAD   -  THIBODAUX (1983)
 AU3500
 AU3500                         *CURRENT SURVEY CONTROL
 AU3500  ___________________________________________________________________
 AU3500* NAD 83(1992)-  29 46 38.38710(N)    090 50 25.40011(W)     ADJUSTED  
 AU3500* NAVD 88     -         1.8  **(meters)       6.   **(feet)  VERTCON   
 AU3500  **This station is located in a subsidence area (see below).
 AU3500  ___________________________________________________________________
 AU3500  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU3500  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AU3500
 AU3500  HORZ ORDER  -  THIRD
 AU3500
 AU3500.The horizontal coordinates were established by classical geodetic methods
 AU3500.and adjusted by the National Geodetic Survey in January 1993..
 AU3500
 AU3500 ** The orthometric height has not been validated since last determined
 AU3500 ** by differential leveling and should not be used for control purposes.
 AU3500 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3500 ** area with valid NAVD 88 orthometric heights.
 AU3500 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3500 ** epoch indicated which incorporates improved geoid heights for the
 AU3500 ** Southern Louisiana Subsidence area.
 AU3500 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3500
 AU3500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3500
 AU3500.The geoid height was determined by GEOID03.
 AU3500
 AU3500;                    North         East     Units Scale Factor Converg.
 AU3500;SPC LA S     -   141,687.583 1,047,664.870   MT  0.99993331   +0 14 47.3
 AU3500;SPC LA S     -   464,853.35  3,437,213.83   sFT  0.99993331   +0 14 47.3
 AU3500;UTM  15      - 3,296,066.764   708,778.155   MT  1.00013783   +1 04 22.5
 AU3500
 AU3500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3500!SPC LA S     -   1.00000375  x   0.99993331  =   0.99993706
 AU3500!UTM  15      -   1.00000375  x   1.00013783  =   1.00014158
 AU3500
 AU3500:                Primary Azimuth Mark                     Grid Az
 AU3500:SPC LA S     -  THIBODAUX W WATER TANK                   004 14 10.9
 AU3500:UTM  15      -  THIBODAUX W WATER TANK                   003 24 35.7
 AU3500
 AU3500|---------------------------------------------------------------------|
 AU3500| PID    Reference Object                     Distance      Geod. Az  |
 AU3500|                                                           dddmmss.s |
 AU3500| AU3209 THIBODAUX W WATER TANK              APPROX. 2.5 KM 0042858.2 |
 AU3500| AU3211 TIGER                               APPROX. 0.7 KM 0143846.6 |
 AU3500| AU3210 TIGER RM 1                          APPROX. 0.6 KM 0154952.7 |
 AU3500|---------------------------------------------------------------------|
 AU3500
 AU3500                          SUPERSEDED SURVEY CONTROL
 AU3500
 AU3500  NAD 83(1986)-  29 46 38.40716(N)    090 50 25.40053(W) AD(       ) 3
 AU3500  NGVD 29 (11/02/92)    1.9    (m)            6.     (f) VERT ANG       
 AU3500
 AU3500.Superseded values are not recommended for survey control.
 AU3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3500.See file dsdata.txt to determine how the superseded data were derived.
 AU3500
 AU3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0877896067(NAD 83)
 AU3500_MARKER: DZ = AZIMUTH MARK DISK
 AU3500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3500_STAMPING: TIGER AZ MK 1972 1982
 AU3500_MARK LOGO: NGS   
 AU3500_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3500+STABILITY: SURFACE MOTION
 AU3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3500+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AU3500
 AU3500  HISTORY     - Date     Condition        Report By
 AU3500  HISTORY     - 1982     MONUMENTED       NGS
 AU3500  HISTORY     - UNK      SEE DESCRIPTION
 AU3500
 AU3500                          STATION DESCRIPTION
 AU3500
 AU3500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 AU3500'THE MARK IS LOCATED ABOUT 3.86 KM (2.4 MI) SOUTHWEST OF DOWNTOWN
 AU3500'THIBODAUX, IN THE SOUTHEAST 1/4 OF SECTION 17, T15S, R16E, AND ON THE
 AU3500'PROPERTY OWNED BY THE LAFOURCHE PARISH SCHOOL BOARD.
 AU3500' 
 AU3500'TO REACH THE MARK FROM THE CIVIC CENTER IN THIBODAUX, DRIVE SOUTH
 AU3500'ALONG STATE HIGHWAY 20 FOR 0.97 KM (0.6 MI) TO THE INTERSECTION WITH
 AU3500'STATE HIGHWAY 1, TURN RIGHT ON STATE HIGHWAY 1 AND GO WEST FOR 1.61 KM
 AU3500'(1.0 MI) TO THE INTERSECTION WITH TIGER DRIVE, TURN LEFT ON TIGER
 AU3500'DRIVE AND GO SOUTH FOR 2.58 KM (1.6 MI) TO THE MARK ON THE LEFT AND
 AU3500'EAST OF THE STREET NEAR THE THIBODAUX HIGH SCHOOL.
 AU3500' 
 AU3500'THE MARK IS A STANDARD LADH BENCH MARK DISK STAMPED--TIGER AZ MK 1972
 AU3500'1982--, SET IN THE TOP OF A 30.4 CM (12.0 INCH) ROUND CONCRETE
 AU3500'MONUMENT FLUSH WITH THE GROUND.  IT IS LOCATED 11.73 METERS (38.5 FT)
 AU3500'EAST OF THE CENTER OF TIGER DRIVE, 11.28 METERS (37.0 FT) SOUTH OF THE
 AU3500'CENTER OF A GRAVEL DRIVE TO THIBODAUX HIGH SCHOOL, 2.9 METERS (9.5 FT)
 AU3500'SOUTH SOUTHWEST FROM THE EAST-END OF A CULVERT UNDER SIDEWALK, 0.46
 AU3500'METER (1.5 FT) EAST FROM THE EAST EDGE OF THE SIDEWALK.
 AU3500
 AU3500                          STATION RECOVERY (UNK )
 AU3500
 AU3500'RECOVERED UNK
 AU3500'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2058 ***********************************************************************
 BX2058  DESIGNATION -  TIGER RM 1
 BX2058  PID         -  BX2058
 BX2058  STATE/COUNTY-  LA/NATCHITOCHES
 BX2058  USGS QUAD   -  KISATCHIE (1972)
 BX2058
 BX2058                         *CURRENT SURVEY CONTROL
 BX2058  ___________________________________________________________________
 BX2058* NAD 83(1986)-  31 23 19.     (N)    093 09 26.     (W)     SCALED    
 BX2058* NAVD 88     -       117.61   (+/-2cm)     385.9    (feet)  VERTCON   
 BX2058  ___________________________________________________________________
 BX2058  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX2058
 BX2058  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2058
 BX2058.The horizontal coordinates were scaled from a topographic map and have
 BX2058.an estimated accuracy of +/- 6 seconds.
 BX2058
 BX2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2058.The vertical order pertains to the NGVD 29 superseded value.
 BX2058
 BX2058.The geoid height was determined by GEOID03.
 BX2058
 BX2058;                    North         East    Units  Estimated Accuracy
 BX2058;SPC LA N     -    98,720.      937,490.      MT  (+/- 180 meters Scaled)
 BX2058
 BX2058                          SUPERSEDED SURVEY CONTROL
 BX2058
 BX2058  NGVD 29 (??/??/??)  117.668  (m)          386.05   (f) ADJUSTED    2 1
 BX2058
 BX2058.Superseded values are not recommended for survey control.
 BX2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2058.See file dsdata.txt to determine how the superseded data were derived.
 BX2058
 BX2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ850726(NAD 83)
 BX2058_MARKER: DR = REFERENCE MARK DISK
 BX2058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2058_SP_SET: CONCRETE BLOCK
 BX2058_STAMPING: TIGER REFERENCE NO. 1
 BX2058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2058
 BX2058  HISTORY     - Date     Condition        Report By
 BX2058  HISTORY     - 1965     MONUMENTED       CGS
 BX2058  HISTORY     - 1975     GOOD             LADTD
 BX2058  HISTORY     - 19950506 GOOD             USPSQD
 BX2058
 BX2058                          STATION DESCRIPTION
 BX2058
 BX2058'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2058'2.5 MI SE FROM KISATCHIE.
 BX2058'TO REACH THE MARK FROM THE POST OFFICE IN KISATCHIE, GO SOUTH ON
 BX2058'LOUISIANA HIGHWAY 117 FOR 2.1 MILES TO A GRADED DIRT ROAD LEFT.  TURN
 BX2058'LEFT AND GO EAST ON THE GRADED ROAD FOR 0.4 MILES.  THE MARK IS 16
 BX2058'FEET NORTHWEST OF THE CENTER OF THE GRADED ROAD.  4 FEET SOUTHEAST OF
 BX2058'A WIRE FENCE.  125 FEET NORTHEAST OF THE CENTER OF A METAL CATTLE GAP.
 BX2058'THE BRASS CAP IS STAMPED TIGER NO. 1 1965.  DISK IS SET IN THE TOP OF
 BX2058'A 8 INCH CONCRETE BLOCK PROJECTING 1 INCH ABOVE THE GROUND.  A METAL
 BX2058'WITNESS POST IS SET 90.6 FEET SOUTHWEST OF THE MARK.
 BX2058
 BX2058                          STATION RECOVERY (1995)
 BX2058
 BX2058'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2057 ***********************************************************************
 BX2057  DESIGNATION -  TIGER RM 2
 BX2057  PID         -  BX2057
 BX2057  STATE/COUNTY-  LA/NATCHITOCHES
 BX2057  USGS QUAD   -  KISATCHIE (1972)
 BX2057
 BX2057                         *CURRENT SURVEY CONTROL
 BX2057  ___________________________________________________________________
 BX2057* NAD 83(1986)-  31 23 18.     (N)    093 09 28.     (W)     SCALED    
 BX2057* NAVD 88     -       118.45   (+/-2cm)     388.6    (feet)  VERTCON   
 BX2057  ___________________________________________________________________
 BX2057  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX2057
 BX2057  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX2057
 BX2057.The horizontal coordinates were scaled from a topographic map and have
 BX2057.an estimated accuracy of +/- 6 seconds.
 BX2057
 BX2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2057.The vertical order pertains to the NGVD 29 superseded value.
 BX2057
 BX2057.The geoid height was determined by GEOID03.
 BX2057
 BX2057;                    North         East    Units  Estimated Accuracy
 BX2057;SPC LA N     -    98,690.      937,440.      MT  (+/- 180 meters Scaled)
 BX2057
 BX2057                          SUPERSEDED SURVEY CONTROL
 BX2057
 BX2057  NGVD 29 (??/??/??)  118.509  (m)          388.81   (f) ADJUSTED    2 1
 BX2057
 BX2057.Superseded values are not recommended for survey control.
 BX2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2057.See file dsdata.txt to determine how the superseded data were derived.
 BX2057
 BX2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ849726(NAD 83)
 BX2057_MARKER: DR = REFERENCE MARK DISK
 BX2057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2057_SP_SET: CONCRETE BLOCK
 BX2057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2057
 BX2057  HISTORY     - Date     Condition        Report By
 BX2057  HISTORY     - 1965     MONUMENTED       CGS
 BX2057  HISTORY     - 1975     GOOD             LADTD
 BX2057  HISTORY     - 19950506 GOOD             USPSQD
 BX2057
 BX2057                          STATION DESCRIPTION
 BX2057
 BX2057'DESCRIBED BY LA TRANSP AND DEV 1975
 BX2057'2.5 MI SE FROM KISATCHIE.
 BX2057'TO REACH THE MARK FROM THE POST OFFICE IN KISATCHIE, GO SOUTH ON
 BX2057'LOUISIANA HIGHWAY 117 FOR 2.1 MILES TO A GRADED ROAD LEFT.  TURN LEFT
 BX2057'AND GO EAST ON THE GRADED ROAD FOR 0.4 MILES TO MARKER.  THE MARK IS
 BX2057'17 FEET NORTHWEST OF THE CENTER OF THE GRADED ROAD.  1 FOOT NORTHWEST
 BX2057'OF A WIRE FENCE.  55 FEET SOUTHWEST OF THE CENTER OF A METAL CATTLE
 BX2057'GAP.  SET IN THE TOP OF A CONCRETE BLOCK PROJECTING 2 INCHES ABOVE THE
 BX2057'GROUND.  A METAL WITNESS POST IS SET 64.9 FEET NORTHEAST OF THE MARK.
 BX2057
 BX2057                          STATION RECOVERY (1995)
 BX2057
 BX2057'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2894 ***********************************************************************
 BX2894  DESIGNATION -  TIGER RM A 1965
 BX2894  PID         -  BX2894
 BX2894  STATE/COUNTY-  LA/NATCHITOCHES
 BX2894  USGS QUAD   -  KISATCHIE (1972)
 BX2894
 BX2894                         *CURRENT SURVEY CONTROL
 BX2894  ___________________________________________________________________
 BX2894* NAD 83(1992)-  31 23 18.70498(N)    093 09 27.76378(W)     ADJUSTED  
 BX2894* NAVD 88     -       117.8    (meters)     386.     (feet)  VERTCON   
 BX2894  ___________________________________________________________________
 BX2894  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BX2894  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BX2894
 BX2894  HORZ ORDER  -  FIRST
 BX2894
 BX2894.The horizontal coordinates were established by classical geodetic methods
 BX2894.and adjusted by the National Geodetic Survey in January 1993..
 BX2894
 BX2894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2894
 BX2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2894
 BX2894.The geoid height was determined by GEOID03.
 BX2894
 BX2894;                    North         East     Units Scale Factor Converg.
 BX2894;SPC LA N     -    98,706.410   937,444.872   MT  0.99995710   -0 20 51.8
 BX2894;SPC LA N     -   323,839.28  3,075,600.38   sFT  0.99995710   -0 20 51.8
 BX2894;UTM  15      - 3,472,672.772   485,005.222   MT  0.99960277   -0 04 55.7
 BX2894
 BX2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2894!SPC LA N     -   0.99998562  x   0.99995710  =   0.99994272
 BX2894!UTM  15      -   0.99998562  x   0.99960277  =   0.99958840
 BX2894
 BX2894|---------------------------------------------------------------------|
 BX2894| PID    Reference Object                     Distance      Geod. Az  |
 BX2894|                                                           dddmmss.s |
 BX2894| BX2893 TIGER                                25.649 METERS 08407     |
 BX2894| BX2067 INDIAN                              APPROX. 9.3 KM 1853114.0 |
 BX2894|---------------------------------------------------------------------|
 BX2894
 BX2894                          SUPERSEDED SURVEY CONTROL
 BX2894
 BX2894  NAD 83(1986)-  31 23 18.72004(N)    093 09 27.75684(W) AD(       ) 1
 BX2894  NAD 27      -  31 23 18.08292(N)    093 09 27.16521(W) AD(       ) 1
 BX2894  NGVD 29 (07/19/86)  117.9    (m)          387.     (f) VERT ANG       
 BX2894
 BX2894.Superseded values are not recommended for survey control.
 BX2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2894.See file dsdata.txt to determine how the superseded data were derived.
 BX2894
 BX2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8500572673(NAD 83)
 BX2894_MARKER: DS = TRIANGULATION STATION DISK
 BX2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2894+STABILITY: SURFACE MOTION
 BX2894
 BX2894  HISTORY     - Date     Condition        Report By
 BX2894  HISTORY     - 1965     MONUMENTED       CGS
 BX2894  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2894
 BX2894                          STATION DESCRIPTION
 BX2894
 BX2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2894'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 BX2894'PROPERTY AS TRIANGULATION STATION TIGER.
 BX2894'
 BX2894'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK,
 BX2894'THE DISK IS SET IN THE TOP OF A 10 INCH CONCRETE
 BX2894'CYLINDER MONUMENT THAT IS 18 INCHES BELOW THE SURFACE OF THE
 BX2894'GROUND.  THE DISK IS STAMPED TIGER RM A 1965.  THE STATION MARK
 BX2894'IS 87.7 FEET WEST-NORTHWEST OF METAL WITNESS POST WITH SIGN
 BX2894'ATTACHED, 85 FEET NORTH-NORTHWEST OF CENTER OF GRADED ROAD, 67.5
 BX2894'FEET NORTH-NORTHWEST OF FENCE LINE AND 65.16 FEET OR 19.860
 BX2894'METERS NORTH-NORTHWEST OF TIGER REFERENCE MARK NO. 2.
 BX2894'
 BX2894'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TIGER
 BX2894'1965, DISTANCE BEING 25.650 METERS OR 84.15 FEET.
 BX2894
 BX2894                          STATION RECOVERY (1995)
 BX2894
 BX2894'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1355 ***********************************************************************
 AT1355  DESIGNATION -  TIGERS
 AT1355  PID         -  AT1355
 AT1355  STATE/COUNTY-  LA/PLAQUEMINES
 AT1355  USGS QUAD   -  BELLE CHASSE (1994)
 AT1355
 AT1355                         *CURRENT SURVEY CONTROL
 AT1355  ___________________________________________________________________
 AT1355* NAD 83(1992)-  29 48 05.29154(N)    089 58 27.57509(W)     ADJUSTED  
 AT1355* NAVD 88     -         1.9  **(meters)       6.   **(feet)  VERTCON   
 AT1355  **This station is located in a subsidence area (see below).
 AT1355  ___________________________________________________________________
 AT1355  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1355  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AT1355
 AT1355  HORZ ORDER  -  FIRST
 AT1355
 AT1355.The horizontal coordinates were established by classical geodetic methods
 AT1355.and adjusted by the National Geodetic Survey in January 1993..
 AT1355
 AT1355 ** The orthometric height has not been validated since last determined
 AT1355 ** by differential leveling and should not be used for control purposes.
 AT1355 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1355 ** area with valid NAVD 88 orthometric heights.
 AT1355 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1355 ** epoch indicated which incorporates improved geoid heights for the
 AT1355 ** Southern Louisiana Subsidence area.
 AT1355 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1355
 AT1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1355
 AT1355.The geoid height was determined by GEOID03.
 AT1355
 AT1355;                    North         East     Units Scale Factor Converg.
 AT1355;SPC LA S     -   145,039.831 1,131,373.690   MT  0.99993176   +0 40 46.3
 AT1355;SPC LA S     -   475,851.51  3,711,848.51   sFT  0.99993176   +0 40 46.3
 AT1355;UTM  16      - 3,300,497.819   212,498.019   MT  1.00061998   -1 28 45.3
 AT1355;UTM  15      - 3,300,627.157   792,467.592   MT  1.00065552   +1 30 17.3
 AT1355
 AT1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1355!SPC LA S     -   1.00000372  x   0.99993176  =   0.99993548
 AT1355!UTM  16      -   1.00000372  x   1.00061998  =   1.00062370
 AT1355!UTM  15      -   1.00000372  x   1.00065552  =   1.00065924
 AT1355
 AT1355:                Primary Azimuth Mark                     Grid Az
 AT1355:SPC LA S     -  TIGERS AZ MK                             017 06 44.5
 AT1355:UTM  16      -  TIGERS AZ MK                             019 16 16.1
 AT1355:UTM  15      -  TIGERS AZ MK                             016 17 13.5
 AT1355
 AT1355|---------------------------------------------------------------------|
 AT1355| PID    Reference Object                     Distance      Geod. Az  |
 AT1355|                                                           dddmmss.s |
 AT1355| DD8178 TIGERS AZ MK                                       0174730.8 |
 AT1355| DD8179 TIGERS RM 1                          28.643 METERS 01949     |
 AT1355| DD8180 TIGERS RM 2                          28.285 METERS 18718     |
 AT1355|---------------------------------------------------------------------|
 AT1355
 AT1355                          SUPERSEDED SURVEY CONTROL
 AT1355
 AT1355  NAD 83(1986)-  29 48 05.30513(N)    089 58 27.57637(W) AD(       ) 1
 AT1355  NAD 27      -  29 48 04.55549(N)    089 58 27.32752(W) AD(       ) 1
 AT1355  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 AT1355
 AT1355.Superseded values are not recommended for survey control.
 AT1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1355.See file dsdata.txt to determine how the superseded data were derived.
 AT1355
 AT1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1249800498(NAD 83)
 AT1355_MARKER: DS = TRIANGULATION STATION DISK
 AT1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1355+STABILITY: SURFACE MOTION
 AT1355
 AT1355  HISTORY     - Date     Condition        Report By
 AT1355  HISTORY     - 1972     MONUMENTED       NGS
 AT1355
 AT1355                          STATION DESCRIPTION
 AT1355
 AT1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1355'NO MEASUREMENT BETWEEN RMS DUE TO ANGLE.
 AT1355'
 AT1355'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF VIOLET, 4 MILES
 AT1355'SOUTH-SOUTHEAST OF BELLE CHASSE AND 3.5 MILES SOUTHEAST OF U S NAVAL
 AT1355'AIR STATION, ALVIN CALLENDER FIELD AND IS ON LAND OWNED BY THE
 AT1355'DELACROIX CORPORATION, 206 DECATUR STREET, NEW ORLEANS.
 AT1355'
 AT1355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 39 IN
 AT1355'POYDRAS, GO SOUTH AND WESTERLY ON STATE HIGHWAY 39 FOR 3.8 MILES TO
 AT1355'A FORKS, TAKE LEFT FORK AND CONTINUE WESTERLY AND SOUTHERLY ON STATE
 AT1355'HIGHWAY 39 FOR 2.65 MILES TO A T-ROAD, TURN LEFT AND GO SOUTH ON
 AT1355'STATE HIGHWAY 39 FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 AT1355'SOUTHEAST ON A SHELL ROAD FOR 1.4 MILES TO THE LEVEE AND THE
 AT1355'SCARSDALE PUMPING STATION, TURN RIGHT AND GO SOUTH ON LEVEE ROAD FOR
 AT1355'0.1 MILE TO A LOCKED GATE, CONTINUE SOUTH ON LEVEE ROAD FOR 2.0
 AT1355'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON LEVEE
 AT1355'ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 AT1355'
 AT1355'STATION MARKS ARE STANDARD DISKS STAMPED TIGERS 1972.  THE SURFACE
 AT1355'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AT1355'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 93.7 FEET
 AT1355'SOUTH OF A METAL WITNESS POST, 92.5 FEET NORTH OF A METAL WITNESS
 AT1355'POST, 40 FEET EAST OF THE CENTER OF THE LEVEE AND IS APPROXIMATELY 25
 AT1355'FEET LOWER THAN THE TOP OF THE LEVEE.  THE UNDERGROUND MARK IS
 AT1355'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 AT1355'THE GROUND SURFACE.
 AT1355'
 AT1355'REFERENCE MARK 1, A STANDARD DISK STAMPED TIGERS NO 1 1972, IS SET IN
 AT1355'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 AT1355'INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET EAST OF THE CENTER
 AT1355'OF THE LEVEE AND 1.5 FEET EAST OF A METAL WITNESS POST.
 AT1355'
 AT1355'REFERENCE MARK 2, A STANDARD DISK STAMPED TIGERS NO 2 1972, IS SET IN
 AT1355'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 AT1355'INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET EAST OF THE CENTER
 AT1355'OF THE LEVEE AND 1 FOOT EAST OF A METAL WITNESS POST.
 AT1355'
 AT1355'AZIMUTH MARK, A STANDARD DISK STAMPED TIGERS 1972, IS SET IN THE TOP
 AT1355'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AT1355'GROUND SURFACE.  IT IS 9 FEET SOUTHEAST OF THE CENTER OF THE LEVEE
 AT1355'AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 AT1355'
 AT1355'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0689 ***********************************************************************
 AV0689  DESIGNATION -  TIGRE SHOAL NORTH LIGHT
 AV0689  PID         -  AV0689
 AV0689  STATE/COUNTY-  LA/VERMILION
 AV0689  USGS QUAD   -  
 AV0689
 AV0689                         *CURRENT SURVEY CONTROL
 AV0689  ___________________________________________________________________
 AV0689* NAD 83(1992)-  29 28 26.80113(N)    092 06 42.12091(W)     ADJUSTED  
 AV0689* NAVD 88     -                                                        
 AV0689  ___________________________________________________________________
 AV0689  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AV0689  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AV0689
 AV0689  HORZ ORDER  -  THIRD
 AV0689
 AV0689.The horizontal coordinates were established by classical geodetic methods
 AV0689.and adjusted by the National Geodetic Survey in January 1993..
 AV0689
 AV0689
 AV0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0689
 AV0689.The geoid height was determined by GEOID03.
 AV0689
 AV0689;                    North         East     Units Scale Factor Converg.
 AV0689;SPC LA S     -   108,232.610   924,508.480   MT  0.99996771   -0 23 21.1
 AV0689;SPC LA S     -   355,093.15  3,033,158.24   sFT  0.99996771   -0 23 21.1
 AV0689;UTM  15      - 3,260,843.468   586,124.356   MT  0.99969152   +0 26 13.6
 AV0689
 AV0689                          SUPERSEDED SURVEY CONTROL
 AV0689
 AV0689  NAD 83(1986)-  29 28 26.82461(N)    092 06 42.10928(W) AD(       ) 4
 AV0689  NAD 27      -  29 28 26.03800(N)    092 06 41.65000(W) AD(       ) 3
 AV0689
 AV0689.Superseded values are not recommended for survey control.
 AV0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0689.See file dsdata.txt to determine how the superseded data were derived.
 AV0689
 AV0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8612460843(NAD 83)
 AV0689
 AV0689  HISTORY     - Date     Condition        Report By
 AV0689  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0689
 AV0689                          STATION DESCRIPTION
 AV0689
 AV0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0689'THE STATION IS THE CENTER OF THE FLASHING WHITE LIGHT WHICH IS
 AV0689'LOCATED ON A PILE, DRIVEN INTO 14 FEET OF WATER AND LOCATED
 AV0689'ABOUT 6 MILES SOUTH SOUTHWEST OF LIGHTHOUSE POINT AT LATITUDE
 AV0689'29 DEG 28 MIN 36 SEC, LONGITUDE 92 DEG 06 MIN 00 SEC.  THE
 AV0689'LIGHT FLASHES EVERY 5 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0694 ***********************************************************************
 AV0694  DESIGNATION -  TIGRE SHOAL SOUTHWEST LIGHT
 AV0694  PID         -  AV0694
 AV0694  STATE/COUNTY-  LA/VERMILION
 AV0694  USGS QUAD   -  
 AV0694
 AV0694                         *CURRENT SURVEY CONTROL
 AV0694  ___________________________________________________________________
 AV0694* NAD 83(1992)-  29 22 56.18840(N)    092 10 35.73144(W)     ADJUSTED  
 AV0694* NAVD 88     -                                                        
 AV0694  ___________________________________________________________________
 AV0694  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AV0694  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AV0694
 AV0694  HORZ ORDER  -  THIRD
 AV0694
 AV0694.The horizontal coordinates were established by classical geodetic methods
 AV0694.and adjusted by the National Geodetic Survey in January 1993..
 AV0694
 AV0694
 AV0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0694
 AV0694.The geoid height was determined by GEOID03.
 AV0694
 AV0694;                    North         East     Units Scale Factor Converg.
 AV0694;SPC LA S     -    98,098.207   918,140.015   MT  0.99998360   -0 25 17.9
 AV0694;SPC LA S     -   321,843.87  3,012,264.37   sFT  0.99998360   -0 25 17.9
 AV0694;UTM  15      - 3,250,621.284   579,904.448   MT  0.99967878   +0 24 14.4
 AV0694
 AV0694                          SUPERSEDED SURVEY CONTROL
 AV0694
 AV0694  NAD 83(1986)-  29 22 56.21183(N)    092 10 35.71730(W) AD(       ) 4
 AV0694  NAD 27      -  29 22 55.41200(N)    092 10 35.24700(W) AD(       ) 3
 AV0694
 AV0694.Superseded values are not recommended for survey control.
 AV0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0694.See file dsdata.txt to determine how the superseded data were derived.
 AV0694
 AV0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7990450621(NAD 83)
 AV0694
 AV0694  HISTORY     - Date     Condition        Report By
 AV0694  HISTORY     - 1955     FIRST OBSERVED   CGS
 AV0694
 AV0694                          STATION DESCRIPTION
 AV0694
 AV0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0694'THE STATION IS THE CENTER OF A FLASHING WHITE LIGHT WHICH IS
 AV0694'FIXED TO A PILING, ABOUT 13 MILES SOUTH SOUTHWEST OF LIGHTHOUSE
 AV0694'POINT AND AT LATITUDE 29 DEG 22 MIN 42 SEC AND LONGITUDE
 AV0694'92 DEG 09 MIN 00 SEC.
 AV0694'
 AV0694'THE LIGHT FLASHES EVERY 10 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3019 ***********************************************************************
 BK3019  DESIGNATION -  TILTON
 BK3019  PID         -  BK3019
 BK3019  STATE/COUNTY-  LA/VERNON
 BK3019  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK3019
 BK3019                         *CURRENT SURVEY CONTROL
 BK3019  ___________________________________________________________________
 BK3019* NAD 83(1992)-  30 53 53.71361(N)    093 10 16.31468(W)     ADJUSTED  
 BK3019* NAVD 88     -        65.01   (+/-2cm)     213.3    (feet)  VERTCON   
 BK3019  ___________________________________________________________________
 BK3019  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK3019  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BK3019
 BK3019  HORZ ORDER  -  FIRST
 BK3019  VERT ORDER  -  THIRD ? (See Below)
 BK3019
 BK3019.The horizontal coordinates were established by classical geodetic methods
 BK3019.and adjusted by the National Geodetic Survey in January 1993..
 BK3019
 BK3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3019.The vertical order pertains to the NGVD 29 superseded value.
 BK3019
 BK3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3019
 BK3019.The geoid height was determined by GEOID03.
 BK3019
 BK3019;                    North         East     Units Scale Factor Converg.
 BK3019;SPC LA N     -    44,357.082   935,825.531   MT  1.00007169   -0 21 17.5
 BK3019;SPC LA N     -   145,528.19  3,070,287.60   sFT  1.00007169   -0 21 17.5
 BK3019;SPC LA S     -   267,252.668   824,289.024   MT  1.00004817   -0 55 08.2
 BK3019;SPC LA S     -   876,811.46  2,704,354.91   sFT  1.00004817   -0 55 08.2
 BK3019;UTM  15      - 3,418,338.538   483,639.013   MT  0.99960330   -0 05 16.5
 BK3019
 BK3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3019!SPC LA N     -   0.99999401  x   1.00007169  =   1.00006570
 BK3019!SPC LA S     -   0.99999401  x   1.00004817  =   1.00004218
 BK3019!UTM  15      -   0.99999401  x   0.99960330  =   0.99959732
 BK3019
 BK3019|---------------------------------------------------------------------|
 BK3019| PID    Reference Object                     Distance      Geod. Az  |
 BK3019|                                                           dddmmss.s |
 BK3019| CV8498 TILTON RM 1                          33.545 METERS 02212     |
 BK3019| CV8499 TILTON RM 2                          28.370 METERS 09919     |
 BK3019| CV8497 TILTON AZ MK                                       2664037.8 |
 BK3019|---------------------------------------------------------------------|
 BK3019
 BK3019                          SUPERSEDED SURVEY CONTROL
 BK3019
 BK3019  NAD 83(1986)-  30 53 53.72925(N)    093 10 16.30943(W) AD(       ) 1
 BK3019  NAD 27      -  30 53 53.03320(N)    093 10 15.73838(W) AD(       ) 1
 BK3019  NGVD 29 (07/19/86)   65.13   (m)          213.7    (f) LEVELING    3  
 BK3019
 BK3019.Superseded values are not recommended for survey control.
 BK3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3019.See file dsdata.txt to determine how the superseded data were derived.
 BK3019
 BK3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8363918339(NAD 83)
 BK3019_MARKER: DS = TRIANGULATION STATION DISK
 BK3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3019
 BK3019  HISTORY     - Date     Condition        Report By
 BK3019  HISTORY     - 1965     MONUMENTED       CGS
 BK3019  HISTORY     - 19940611 GOOD             USPSQD
 BK3019  HISTORY     - 20011125 GOOD             USPSQD
 BK3019
 BK3019                          STATION DESCRIPTION
 BK3019
 BK3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK3019'STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE SOUTH EDGE OF
 BK3019'FORT POLK, ABOUT 8 MILES NORTHEAST OF DERIDDER, ABOUT 6-3/4 MILES
 BK3019'SOUTHEAST OF ROSEPINE, 0.1 MILE EAST OF RAILROAD AND ON THE NORTH
 BK3019'SIDE OF SECTION LINE ROAD.  ON PROPERTY OWNED BY
 BK3019'MR. R.T. TILTON.  THE STATION IS IN THE SE 1/4 OF SEC. 10,
 BK3019'T 2 S., R 8 W.  IT IS 86 FEET NORTH OF POWERLINE POLE WITH
 BK3019'TRIANGLE BLAZE, 64 FEET NORTH OF THE APPROXIMATE CENTER OF
 BK3019'GRADED ROAD, 38 FEET SOUTH OF A 10 INCH PINE TREE WITH TRIANGLE
 BK3019'BLAZE AND 5.1 WEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 BK3019'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK SET
 BK3019'IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT
 BK3019'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 BK3019'STAMPED TILTON 1965.
 BK3019'
 BK3019'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171
 BK3019'AND PARISH HIGHWAY 1146 AT THE TRAFFIC LIGHT IN ROSEPINE, GO
 BK3019'EAST AND SOUTH ON PARISH HIGHWAY 1146 FOR 4.6 MILES TO A FORK
 BK3019'WHERE HIGHWAY CURVES TO THE RIGHT AND A GRADED ROAD LEADS TO
 BK3019'THE LEFT, CONTINUE EAST ON GRADED ROAD FOR 2.6 MILES TO THE
 BK3019'AZIMUTH MARK ON THE RIGHT, (SOUTH) SIDE OF ROAD.  CONTINUE EAST
 BK3019'FOR 0.2 MILE TO RAILROAD TRACKS, CROSS RAILROAD AND CONTINUE
 BK3019'EAST FOR 0.1 MILE TO STATION ON THE LEFT AS DESCRIBED.
 BK3019'
 BK3019'AZIMUTH MARK, IS 22-1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF
 BK3019'ROAD, 3-1/2 FEET EAST OF POWERLINE POLE AND 2.7 FEET NORTHWEST
 BK3019'OF METAL WITNESS POST WITH SIGN ATTACHED.  IT IS MARKED BY A
 BK3019'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE
 BK3019'CYLINDER MONUMENT THAT PROJECTS 14 INCHES ABOVE THE SURFACE OF
 BK3019'THE GROUND.  THE DISK IS STAMPED TILTON 1965.
 BK3019'
 BK3019'REFERENCE MARK NO. 1, IS 34-1/2 FEET SOUTH OF AN 8 INCH PINE
 BK3019'TREE, 31-1/2 FEET WEST OF AN 8 INCH PINE TREE AND 11 FEET NORTH
 BK3019'OF AN 8 INCH PINE TREE.  IT IS MARKED BY A STANDARD DISK SET IN
 BK3019'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 4
 BK3019'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BK3019'TILTON NO. 1 1965.
 BK3019'
 BK3019'REFERENCE MARK NO. 2, IS 49 FEET NORTH OF THE APPROXIMATE
 BK3019'CENTER OF ROAD.  IT IS MARKED BY A STANDARD DISK SET IN THE
 BK3019'TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 12
 BK3019'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BK3019'TILTON NO. 2 1965.
 BK3019'
 BK3019'HEIGHT OF LIGHT ABOVE STATION MARK 30.36 METERS.
 BK3019
 BK3019                          STATION RECOVERY (1994)
 BK3019
 BK3019'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3019'RECOVERED IN GOOD CONDITION.
 BK3019
 BK3019                          STATION RECOVERY (2001)
 BK3019
 BK3019'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3020 ***********************************************************************
 BK3020  DESIGNATION -  TILTON RM A 1965
 BK3020  PID         -  BK3020
 BK3020  STATE/COUNTY-  LA/VERNON
 BK3020  USGS QUAD   -  HURRICANE BRANCH (1986)
 BK3020
 BK3020                         *CURRENT SURVEY CONTROL
 BK3020  ___________________________________________________________________
 BK3020* NAD 83(1992)-  30 53 53.50041(N)    093 10 17.27034(W)     ADJUSTED  
 BK3020* NAVD 88     -        65.00   (+/-2cm)     213.3    (feet)  VERTCON   
 BK3020  ___________________________________________________________________
 BK3020  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK3020  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BK3020
 BK3020  HORZ ORDER  -  FIRST
 BK3020  VERT ORDER  -  THIRD ? (See Below)
 BK3020
 BK3020.The horizontal coordinates were established by classical geodetic methods
 BK3020.and adjusted by the National Geodetic Survey in January 1993..
 BK3020
 BK3020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3020.The vertical order pertains to the NGVD 29 superseded value.
 BK3020
 BK3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3020
 BK3020.The geoid height was determined by GEOID03.
 BK3020
 BK3020;                    North         East     Units Scale Factor Converg.
 BK3020;SPC LA N     -    44,350.673   935,800.109   MT  1.00007170   -0 21 18.0
 BK3020;SPC LA N     -   145,507.17  3,070,204.19   sFT  1.00007170   -0 21 18.0
 BK3020;SPC LA S     -   267,246.510   824,263.541   MT  1.00004815   -0 55 08.7
 BK3020;SPC LA S     -   876,791.26  2,704,271.30   sFT  1.00004815   -0 55 08.7
 BK3020;UTM  15      - 3,418,332.014   483,613.633   MT  0.99960331   -0 05 17.0
 BK3020
 BK3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3020!SPC LA N     -   0.99999401  x   1.00007170  =   1.00006571
 BK3020!SPC LA S     -   0.99999401  x   1.00004815  =   1.00004216
 BK3020!UTM  15      -   0.99999401  x   0.99960331  =   0.99959733
 BK3020
 BK3020:                Primary Azimuth Mark                     Grid Az
 BK3020:SPC LA N     -  DRAKE RM 3                               008 36 31.3
 BK3020:SPC LA S     -  DRAKE RM 3                               009 10 22.0
 BK3020:UTM  15      -  DRAKE RM 3                               008 20 30.3
 BK3020
 BK3020|---------------------------------------------------------------------|
 BK3020| PID    Reference Object                     Distance      Geod. Az  |
 BK3020|                                                           dddmmss.s |
 BK3020| BK3018 DRAKE RM 3                          APPROX. 9.5 KM 0081513.3 |
 BK3020| BK3019 TILTON                               26.215 METERS 07530     |
 BK3020|---------------------------------------------------------------------|
 BK3020
 BK3020                          SUPERSEDED SURVEY CONTROL
 BK3020
 BK3020  NAD 83(1986)-  30 53 53.51604(N)    093 10 17.26513(W) AD(       ) 1
 BK3020  NAD 27      -  30 53 52.81999(N)    093 10 16.69402(W) AD(       ) 1
 BK3020  NGVD 29 (07/19/86)   65.12   (m)          213.6    (f) LEVELING    3  
 BK3020
 BK3020.Superseded values are not recommended for survey control.
 BK3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3020.See file dsdata.txt to determine how the superseded data were derived.
 BK3020
 BK3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8361418332(NAD 83)
 BK3020_MARKER: DS = TRIANGULATION STATION DISK
 BK3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3020+STABILITY: SURFACE MOTION
 BK3020
 BK3020  HISTORY     - Date     Condition        Report By
 BK3020  HISTORY     - 1965     MONUMENTED       CGS
 BK3020  HISTORY     - 19940611 GOOD             USPSQD
 BK3020  HISTORY     - 20011125 GOOD             USPSQD
 BK3020
 BK3020                          STATION DESCRIPTION
 BK3020
 BK3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK3020'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 BK3020'TRIANGULATION STATION TILTON.
 BK3020'
 BK3020'STATION MARK IS A STANDARD TRIANGULATION STATION DISK, SET IN
 BK3020'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 BK3020'IS STAMPED TILTON RM A 1965.  IT IS 41 FEET NORTH
 BK3020'OF CENTER OF A GRAVELED ROAD, 28.0 FEET EAST-NORTHEAST OF A 12
 BK3020'INCH PINE TREE AND 5.4 FEET NORTH-NORTHWEST OF A METAL WITNESS
 BK3020'POST.
 BK3020'
 BK3020'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TILTON.
 BK3020
 BK3020                          STATION RECOVERY (1994)
 BK3020
 BK3020'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3020'RECOVERED IN GOOD CONDITION.
 BK3020
 BK3020                          STATION RECOVERY (2001)
 BK3020
 BK3020'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2989 ***********************************************************************
 AU2989  DESIGNATION -  TIM
 AU2989  PID         -  AU2989
 AU2989  STATE/COUNTY-  LA/TERREBONNE
 AU2989  USGS QUAD   -  TIMBALIER ISLAND (1994)
 AU2989
 AU2989                         *CURRENT SURVEY CONTROL
 AU2989  ___________________________________________________________________
 AU2989* NAD 83(1992)-  29 02 52.55418(N)    090 23 23.62124(W)     ADJUSTED  
 AU2989* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2989  **This station is located in a subsidence area (see below).
 AU2989  ___________________________________________________________________
 AU2989  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AU2989  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2989
 AU2989  HORZ ORDER  -  SECOND
 AU2989
 AU2989.The horizontal coordinates were established by classical geodetic methods
 AU2989.and adjusted by the National Geodetic Survey in January 1993..
 AU2989
 AU2989 ** The orthometric height has not been validated since last determined
 AU2989 ** by differential leveling and should not be used for control purposes.
 AU2989 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2989 ** area with valid NAVD 88 orthometric heights.
 AU2989 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2989 ** epoch indicated which incorporates improved geoid heights for the
 AU2989 ** Southern Louisiana Subsidence area.
 AU2989 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2989.The orthometric height was scaled from a topographic map.
 AU2989
 AU2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2989
 AU2989.The geoid height was determined by GEOID03.
 AU2989
 AU2989;                    North         East     Units Scale Factor Converg.
 AU2989;SPC LA S     -    61,116.189 1,091,889.922   MT  1.00006291   +0 28 18.2
 AU2989;SPC LA S     -   200,512.03  3,582,308.85   sFT  1.00006291   +0 28 18.2
 AU2989;UTM  15      - 3,216,108.086   754,153.493   MT  1.00039717   +1 16 04.8
 AU2989
 AU2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2989!SPC LA S     -   1.00000374  x   1.00006291  =   1.00006665
 AU2989!UTM  15      -   1.00000374  x   1.00039717  =   1.00040092
 AU2989
 AU2989|---------------------------------------------------------------------|
 AU2989| PID    Reference Object                     Distance      Geod. Az  |
 AU2989|                                                           dddmmss.s |
 AU2989| DD8182 TIM RM 2                             13.890 METERS 03321     |
 AU2989| AU2981 TIMBALIER LIGHTHOUSE                APPROX. 3.3 KM 0872512.7 |
 AU2989| DD8181 TIM RM 1                             15.920 METERS 15728     |
 AU2989| AU2992 KING                                APPROX. 6.3 KM 2850739.8 |
 AU2989|---------------------------------------------------------------------|
 AU2989
 AU2989                          SUPERSEDED SURVEY CONTROL
 AU2989
 AU2989  NAD 83(1986)-  29 02 52.57179(N)    090 23 23.63395(W) AD(       ) 2
 AU2989  NAD 27      -  29 02 51.74000(N)    090 23 23.32600(W) AD(       ) 2
 AU2989
 AU2989.Superseded values are not recommended for survey control.
 AU2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2989.See file dsdata.txt to determine how the superseded data were derived.
 AU2989
 AU2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5415316108(NAD 83)
 AU2989_MARKER: Z = SEE DESCRIPTION
 AU2989_SETTING: 0 = UNSPECIFIED SETTING
 AU2989
 AU2989  HISTORY     - Date     Condition        Report By
 AU2989  HISTORY     - 1928     MONUMENTED       CGS
 AU2989  HISTORY     - 1933     MARK NOT FOUND   CGS
 AU2989  HISTORY     - 1953     MARK NOT FOUND   CGS
 AU2989
 AU2989                          STATION DESCRIPTION
 AU2989
 AU2989'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2989'STATION IS ABOUT 2-1/2 MILES W OF TIMBALIER LIGHT ON TIMBALIER
 AU2989'ISLAND, ON THE W SIDE OF A PASS CUT IN 1918.
 AU2989
 AU2989                          STATION RECOVERY (1933)
 AU2989
 AU2989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AU2989'STATION WAS REPORTED LOST.
 AU2989
 AU2989                          STATION RECOVERY (1953)
 AU2989
 AU2989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU2989'STATION IS LOST, AS REPORTED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2988 ***********************************************************************
 AU2988  DESIGNATION -  TIM 2
 AU2988  PID         -  AU2988
 AU2988  STATE/COUNTY-  LA/TERREBONNE
 AU2988  USGS QUAD   -  TIMBALIER ISLAND (1994)
 AU2988
 AU2988                         *CURRENT SURVEY CONTROL
 AU2988  ___________________________________________________________________
 AU2988* NAD 83(1992)-  29 02 46.51312(N)    090 23 28.24464(W)     ADJUSTED  
 AU2988* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2988  **This station is located in a subsidence area (see below).
 AU2988  ___________________________________________________________________
 AU2988  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AU2988  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AU2988
 AU2988  HORZ ORDER  -  SECOND
 AU2988
 AU2988.The horizontal coordinates were established by classical geodetic methods
 AU2988.and adjusted by the National Geodetic Survey in January 1993..
 AU2988
 AU2988 ** The orthometric height has not been validated since last determined
 AU2988 ** by differential leveling and should not be used for control purposes.
 AU2988 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2988 ** area with valid NAVD 88 orthometric heights.
 AU2988 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2988 ** epoch indicated which incorporates improved geoid heights for the
 AU2988 ** Southern Louisiana Subsidence area.
 AU2988 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2988.The orthometric height was scaled from a topographic map.
 AU2988
 AU2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2988
 AU2988.The geoid height was determined by GEOID03.
 AU2988
 AU2988;                    North         East     Units Scale Factor Converg.
 AU2988;SPC LA S     -    60,929.162 1,091,766.367   MT  1.00006339   +0 28 15.9
 AU2988;SPC LA S     -   199,898.43  3,581,903.49   sFT  1.00006339   +0 28 15.9
 AU2988;UTM  15      - 3,215,919.298   754,032.508   MT  1.00039641   +1 16 02.3
 AU2988
 AU2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2988!SPC LA S     -   1.00000374  x   1.00006339  =   1.00006713
 AU2988!UTM  15      -   1.00000374  x   1.00039641  =   1.00040015
 AU2988
 AU2988|---------------------------------------------------------------------|
 AU2988| PID    Reference Object                     Distance      Geod. Az  |
 AU2988|                                                           dddmmss.s |
 AU2988| DD8184 TIM 2 RM 2                           33.620 METERS 00544     |
 AU2988| AU2983 CALUMET                             APPROX. 8.3 KM 0365236.0 |
 AU2988| DD8183 TIM 2 RM 1                          239.570 METERS 24824     |
 AU2988|---------------------------------------------------------------------|
 AU2988
 AU2988                          SUPERSEDED SURVEY CONTROL
 AU2988
 AU2988  NAD 83(1986)-  29 02 46.53075(N)    090 23 28.25737(W) AD(       ) 2
 AU2988  NAD 27      -  29 02 45.69900(N)    090 23 27.95000(W) AD(       ) 2
 AU2988
 AU2988.Superseded values are not recommended for survey control.
 AU2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2988.See file dsdata.txt to determine how the superseded data were derived.
 AU2988
 AU2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5403315919(NAD 83)
 AU2988_MARKER: DS = TRIANGULATION STATION DISK
 AU2988_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2988_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2988
 AU2988  HISTORY     - Date     Condition        Report By
 AU2988  HISTORY     - 1934     MONUMENTED       CGS
 AU2988  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2988
 AU2988                          STATION DESCRIPTION
 AU2988
 AU2988'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 AU2988'STATION IS ABOUT 2 MILES W OF TIMBALIER LIGHT ON THE E END
 AU2988'OF TIMBALIER ISLAND, ON THE HIGHEST PART OF THE POINT AT
 AU2988'THE S TIP OF A CLUMP OF BUSHES, 22 METERS (70 FEET) FROM
 AU2988'THE E SHORE, 61 METERS (200 FEET) FROM THE S SHORE, AND 27
 AU2988'METERS (90 FEET) DUE S OF THE TIP OF A SMALL INLET THAT
 AU2988'MAKES BACK TOWARD THE STATION FROM THE N.  THE POINT IS
 AU2988'SUBJECT TO EROSION.
 AU2988'
 AU2988'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2988'SET IN CONCRETE IN THE TOP OF TILES.
 AU2988'
 AU2988'REFERENCE MARK NO. 1 IS 90 METERS (300 FEET) FROM THE S SHORE,
 AU2988'30 METERS (100 FEET) FROM THE N SHORE, AT THE EDGE OF A
 AU2988'GREEN, MARSHY, BUSH AREA, AND 239.57 METERS (786.0 FEET)
 AU2988'FROM THE STATION S 68 DEG 24 MIN W.  THIS
 AU2988'REFERENCE MARK CAN PROBABLY BE RECOVERED EVEN IF THE STATION
 AU2988'IS LOST.
 AU2988'
 AU2988'REFERENCE MARK NO. 2 IS 33.62 METERS (110.3 FEET) FROM THE
 AU2988'STATION N 5 DEG 44 MIN E.
 AU2988
 AU2988                          STATION RECOVERY (1952)
 AU2988
 AU2988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2988'STATION AND REFERENCE MARKS ARE LOST THROUGH EROSION OF
 AU2988'THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2981 ***********************************************************************
 AU2981  DESIGNATION -  TIMBALIER LIGHTHOUSE
 AU2981  PID         -  AU2981
 AU2981  STATE/COUNTY-  LA/LAFOURCHE
 AU2981  USGS QUAD   -  CALUMET ISLAND (1994)
 AU2981
 AU2981                         *CURRENT SURVEY CONTROL
 AU2981  ___________________________________________________________________
 AU2981* NAD 83(1992)-  29 02 57.38511(N)    090 21 21.21055(W)     ADJUSTED  
 AU2981* NAVD 88     -                                                        
 AU2981  **This station is located in a subsidence area (see below).
 AU2981  ___________________________________________________________________
 AU2981  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AU2981  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AU2981
 AU2981  HORZ ORDER  -  THIRD
 AU2981
 AU2981.The horizontal coordinates were established by classical geodetic methods
 AU2981.and adjusted by the National Geodetic Survey in January 1993..
 AU2981
 AU2981 ** The orthometric height has not been validated since last determined
 AU2981 ** by differential leveling and should not be used for control purposes.
 AU2981 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2981 ** area with valid NAVD 88 orthometric heights.
 AU2981 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2981 ** epoch indicated which incorporates improved geoid heights for the
 AU2981 ** Southern Louisiana Subsidence area.
 AU2981 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2981
 AU2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2981
 AU2981.The geoid height was determined by GEOID03.
 AU2981
 AU2981;                    North         East     Units Scale Factor Converg.
 AU2981;SPC LA S     -    61,292.686 1,095,200.428   MT  1.00006252   +0 29 19.4
 AU2981;SPC LA S     -   201,091.09  3,593,170.07   sFT  1.00006252   +0 29 19.4
 AU2981;UTM  15      - 3,216,330.637   757,462.367   MT  1.00041806   +1 17 04.5
 AU2981
 AU2981                          SUPERSEDED SURVEY CONTROL
 AU2981
 AU2981  NAD 83(1986)-  29 02 57.40236(N)    090 21 21.22329(W) AD(       ) 4
 AU2981  NAD 27      -  29 02 56.57200(N)    090 21 20.91900(W) AD(       ) 3
 AU2981
 AU2981.Superseded values are not recommended for survey control.
 AU2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2981.See file dsdata.txt to determine how the superseded data were derived.
 AU2981
 AU2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5746216331(NAD 83)
 AU2981_MARKER: 13 = LIGHTHOUSE
 AU2981
 AU2981  HISTORY     - Date     Condition        Report By
 AU2981  HISTORY     - 1928     FIRST OBSERVED   CGS
 AU2981  HISTORY     - 1952     GOOD             CGS
 AU2981  HISTORY     - 1955     GOOD             CGS
 AU2981
 AU2981                          STATION DESCRIPTION
 AU2981
 AU2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2981'THE STATION IS ON THE W SIDE OF GRAND PASS TIMBALIER, IN 6
 AU2981'FEET OF WATER, OFF THE N SIDE OF THE E END OF A SMALL ISLAND.
 AU2981'THE STATION IS A FIXED RED LIGHT IN A WHITE, SQUARE TOWER ON
 AU2981'A WOODEN DWELLING ON PILES, 56 FEET ABOVE THE WATER.  THE
 AU2981'LIGHTHOUSE WAS BUILT IN 1917.
 AU2981
 AU2981                          STATION RECOVERY (1952)
 AU2981
 AU2981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2981'STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO LIGHT
 AU2981'AT PRESENT, BUT THE FINIAL OF THE LIGHTHOUSE MARKS THE CENTER
 AU2981'OF THE TOWER.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2981'
 AU2981'STATION IS LOCATED IN THE GULF OF MEXICO, ABOUT 1400 FT. S OF
 AU2981'A NEWLY-FORMED ISLAND LYING TO THE W OF EAST TIMBALIER ISLAND,
 AU2981'AND ABOUT 6500 FT. SE OF THE W TIP OF THE ISLAND.  IT IS THE
 AU2981'CENTER OF A WHITE SQUARE TOWER ON A WOODEN DWELLING ON PILES, 56
 AU2981'FT. HIGH.
 AU2981'
 AU2981'IT IS LISTED IN THE LIGHT LIST, ATLANTIC AND GULF COASTS OF
 AU2981'THE U.S. FOR 1952, AS TIMBALIER DAYBEACON.
 AU2981
 AU2981                          STATION RECOVERY (1955)
 AU2981
 AU2981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2981'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1761 ***********************************************************************
 BX1761  DESIGNATION -  TIMON 1 BOLT
 BX1761  PID         -  BX1761
 BX1761  STATE/COUNTY-  LA/NATCHITOCHES
 BX1761  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1761
 BX1761                         *CURRENT SURVEY CONTROL
 BX1761  ___________________________________________________________________
 BX1761* NAD 83(1986)-  31 53 15.     (N)    093 13 58.     (W)     SCALED    
 BX1761* NAVD 88     -        37.89   (+/-2cm)     124.3    (feet)  VERTCON   
 BX1761  ___________________________________________________________________
 BX1761  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1761
 BX1761  VERT ORDER  -  ? (See Below)
 BX1761
 BX1761.The horizontal coordinates were scaled from a topographic map and have
 BX1761.an estimated accuracy of +/- 6 seconds.
 BX1761
 BX1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1761.The vertical order pertains to the NGVD 29 superseded value.
 BX1761
 BX1761.The geoid height was determined by GEOID03.
 BX1761
 BX1761;                    North         East    Units  Estimated Accuracy
 BX1761;SPC LA N     -   154,070.      930,680.      MT  (+/- 180 meters Scaled)
 BX1761
 BX1761                          SUPERSEDED SURVEY CONTROL
 BX1761
 BX1761  NGVD 29 (??/??/??)   37.940  (m)          124.47   (f) ADJUSTED    ?  
 BX1761
 BX1761.Superseded values are not recommended for survey control.
 BX1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1761.See file dsdata.txt to determine how the superseded data were derived.
 BX1761
 BX1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR779279(NAD 83)
 BX1761_MARKER: P = PIPE CAP
 BX1761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1761_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1761
 BX1761  HISTORY     - Date     Condition        Report By
 BX1761  HISTORY     - UNK      MONUMENTED       DOD
 BX1761  HISTORY     - 1957     GOOD             USGS
 BX1761  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1761  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1761
 BX1761                          STATION DESCRIPTION
 BX1761
 BX1761'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1761'0.8 MI SE FROM TIMON.
 BX1761'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 20 FROM TIMON, NATCHITOCHES
 BX1761'PARISH, ON THE W.T. CUNNINGHAM PROPERTY, IN THE SOUTHEAST CORNER OF
 BX1761'THE YARD, 151.8 FEET SOUTH OF THE RESIDENCE, 33 FEET NORTHEAST OF THE
 BX1761'CENTERLINE OF THE HIGHWAY, 2.5 FEET NORTHWEST OF A FENCE CORNER, AND 1
 BX1761'INCH UNDER GROUND.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3
 BX1761'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 BX1761'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- THERE IS NEW
 BX1761'ROAD CONSTRUCTION IN THIS AREA.
 BX1761
 BX1761                          STATION RECOVERY (1969)
 BX1761
 BX1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1761'MARK NOT FOUND.
 BX1761
 BX1761                          STATION RECOVERY (2001)
 BX1761
 BX1761'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1760 ***********************************************************************
 BX1760  DESIGNATION -  TIMON 1 CAP
 BX1760  PID         -  BX1760
 BX1760  STATE/COUNTY-  LA/NATCHITOCHES
 BX1760  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1760
 BX1760                         *CURRENT SURVEY CONTROL
 BX1760  ___________________________________________________________________
 BX1760* NAD 83(1986)-  31 53 15.     (N)    093 13 58.     (W)     SCALED    
 BX1760* NAVD 88     -        39.10   (+/-2cm)     128.3    (feet)  VERTCON   
 BX1760  ___________________________________________________________________
 BX1760  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1760
 BX1760  VERT ORDER  -  ? (See Below)
 BX1760
 BX1760.The horizontal coordinates were scaled from a topographic map and have
 BX1760.an estimated accuracy of +/- 6 seconds.
 BX1760
 BX1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1760.The vertical order pertains to the NGVD 29 superseded value.
 BX1760
 BX1760.The geoid height was determined by GEOID03.
 BX1760
 BX1760;                    North         East    Units  Estimated Accuracy
 BX1760;SPC LA N     -   154,070.      930,680.      MT  (+/- 180 meters Scaled)
 BX1760
 BX1760                          SUPERSEDED SURVEY CONTROL
 BX1760
 BX1760  NGVD 29 (??/??/??)   39.157  (m)          128.47   (f) ADJUSTED    ?  
 BX1760
 BX1760.Superseded values are not recommended for survey control.
 BX1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1760.See file dsdata.txt to determine how the superseded data were derived.
 BX1760
 BX1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR779279(NAD 83)
 BX1760_MARKER: P = PIPE CAP
 BX1760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1760_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1760
 BX1760  HISTORY     - Date     Condition        Report By
 BX1760  HISTORY     - UNK      MONUMENTED       DOD
 BX1760  HISTORY     - 1957     GOOD             USGS
 BX1760  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1760  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1760
 BX1760                          STATION DESCRIPTION
 BX1760
 BX1760'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1760'0.8 MI SE FROM TIMON.
 BX1760'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 20 FROM TIMON, NATCHITOCHES
 BX1760'PARISH, ON THE W.T. CUNNINGHAM PROPERTY, IN THE SOUTHEAST CORNER OF
 BX1760'THE YARD, 151.8 FEET SOUTH OF THE RESIDENCE, 33 FEET NORTHEAST OF THE
 BX1760'CENTERLINE OF THE HIGHWAY, 2.5 FEET NORTHWEST OF A FENCE CORNER, AND
 BX1760'ABOUT 1 INCH UNDER GROUND.  AN IRON PIPE BEARING A CORPS OF ENGINEERS,
 BX1760'U.S. ARMY, STANDARD CAP.  NOTE-- THERE IS NEW ROAD CONSTRUCTION IN
 BX1760'THIS AREA.
 BX1760
 BX1760                          STATION RECOVERY (1969)
 BX1760
 BX1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1760'MARK NOT FOUND.
 BX1760
 BX1760                          STATION RECOVERY (2001)
 BX1760
 BX1760'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1764 ***********************************************************************
 BX1764  DESIGNATION -  TIMON 2 BOLT
 BX1764  PID         -  BX1764
 BX1764  STATE/COUNTY-  LA/NATCHITOCHES
 BX1764  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1764
 BX1764                         *CURRENT SURVEY CONTROL
 BX1764  ___________________________________________________________________
 BX1764* NAD 83(1986)-  31 53 08.     (N)    093 13 41.     (W)     SCALED    
 BX1764* NAVD 88     -        37.72   (+/-2cm)     123.8    (feet)  VERTCON   
 BX1764  ___________________________________________________________________
 BX1764  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1764
 BX1764  VERT ORDER  -  ? (See Below)
 BX1764
 BX1764.The horizontal coordinates were scaled from a topographic map and have
 BX1764.an estimated accuracy of +/- 6 seconds.
 BX1764
 BX1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1764.The vertical order pertains to the NGVD 29 superseded value.
 BX1764
 BX1764.The geoid height was determined by GEOID03.
 BX1764
 BX1764;                    North         East    Units  Estimated Accuracy
 BX1764;SPC LA N     -   153,860.      931,130.      MT  (+/- 180 meters Scaled)
 BX1764
 BX1764                          SUPERSEDED SURVEY CONTROL
 BX1764
 BX1764  NGVD 29 (??/??/??)   37.772  (m)          123.92   (f) ADJUSTED    ?  
 BX1764
 BX1764.Superseded values are not recommended for survey control.
 BX1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1764.See file dsdata.txt to determine how the superseded data were derived.
 BX1764
 BX1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR784277(NAD 83)
 BX1764_MARKER: P = PIPE CAP
 BX1764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1764_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1764
 BX1764  HISTORY     - Date     Condition        Report By
 BX1764  HISTORY     - UNK      MONUMENTED       DOD
 BX1764  HISTORY     - 1957     GOOD             USGS
 BX1764  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1764  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1764
 BX1764                          STATION DESCRIPTION
 BX1764
 BX1764'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1764'1.1 MI SE FROM TIMON.
 BX1764'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM TIMON, NATCHITOCHES
 BX1764'PARISH, ON THE W.T. CUNNINGHAM PROPERTY, 148 FEET SOUTHWEST OF A
 BX1764'CABIN, IN THE SOUTHWEST CORNER OF A HORSE LOT, 32 FEET NORTHEAST OF
 BX1764'THE CENTERLINE OF THE HIGHWAY, AND 30 FEET NORTHWEST OF THE FENCE
 BX1764'CORNER.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 BX1764'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BX1764'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1764
 BX1764                          STATION RECOVERY (1969)
 BX1764
 BX1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1764'MARK NOT FOUND.
 BX1764
 BX1764                          STATION RECOVERY (2001)
 BX1764
 BX1764'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1763 ***********************************************************************
 BX1763  DESIGNATION -  TIMON 2 CAP
 BX1763  PID         -  BX1763
 BX1763  STATE/COUNTY-  LA/NATCHITOCHES
 BX1763  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1763
 BX1763                         *CURRENT SURVEY CONTROL
 BX1763  ___________________________________________________________________
 BX1763* NAD 83(1986)-  31 53 07.     (N)    093 13 40.     (W)     SCALED    
 BX1763* NAVD 88     -        38.94   (+/-2cm)     127.8    (feet)  VERTCON   
 BX1763  ___________________________________________________________________
 BX1763  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1763
 BX1763  VERT ORDER  -  ? (See Below)
 BX1763
 BX1763.The horizontal coordinates were scaled from a topographic map and have
 BX1763.an estimated accuracy of +/- 6 seconds.
 BX1763
 BX1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1763.The vertical order pertains to the NGVD 29 superseded value.
 BX1763
 BX1763.The geoid height was determined by GEOID03.
 BX1763
 BX1763;                    North         East    Units  Estimated Accuracy
 BX1763;SPC LA N     -   153,820.      931,150.      MT  (+/- 180 meters Scaled)
 BX1763
 BX1763                          SUPERSEDED SURVEY CONTROL
 BX1763
 BX1763  NGVD 29 (??/??/??)   38.994  (m)          127.93   (f) ADJUSTED    ?  
 BX1763
 BX1763.Superseded values are not recommended for survey control.
 BX1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1763.See file dsdata.txt to determine how the superseded data were derived.
 BX1763
 BX1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR784277(NAD 83)
 BX1763_MARKER: P = PIPE CAP
 BX1763_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1763_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1763
 BX1763  HISTORY     - Date     Condition        Report By
 BX1763  HISTORY     - UNK      MONUMENTED       DOD
 BX1763  HISTORY     - 1957     GOOD             USGS
 BX1763  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1763  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1763
 BX1763                          STATION DESCRIPTION
 BX1763
 BX1763'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BX1763'1.1 MI SE FROM TIMON.
 BX1763'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM TIMON, NATCHITOCHES
 BX1763'PARISH, ON THE W.T. CUNNINGHAM PROPERTY, 148 FEET SOUTHWEST OF A
 BX1763'CABIN, IN THE SOUTHWEST CORNER OF A HORSE LOT, 32 FEET NORTHEAST OF
 BX1763'THE CENTERLINE OF THE HIGHWAY, AND 30 FEET NORTHWEST OF THE FENCE
 BX1763'CORNER.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BX1763'STANDARD CAP.
 BX1763
 BX1763                          STATION RECOVERY (1969)
 BX1763
 BX1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1763'MARK NOT FOUND.
 BX1763
 BX1763                          STATION RECOVERY (2001)
 BX1763
 BX1763'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1758 ***********************************************************************
 BX1758  DESIGNATION -  TIMON 3 BOLT
 BX1758  PID         -  BX1758
 BX1758  STATE/COUNTY-  LA/NATCHITOCHES
 BX1758  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1758
 BX1758                         *CURRENT SURVEY CONTROL
 BX1758  ___________________________________________________________________
 BX1758* NAD 83(1986)-  31 53 51.     (N)    093 14 05.     (W)     SCALED    
 BX1758* NAVD 88     -        38.43   (+/-2cm)     126.1    (feet)  VERTCON   
 BX1758  ___________________________________________________________________
 BX1758  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1758
 BX1758  VERT ORDER  -  ? (See Below)
 BX1758
 BX1758.The horizontal coordinates were scaled from a topographic map and have
 BX1758.an estimated accuracy of +/- 6 seconds.
 BX1758
 BX1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1758.The vertical order pertains to the NGVD 29 superseded value.
 BX1758
 BX1758.The geoid height was determined by GEOID03.
 BX1758
 BX1758;                    North         East    Units  Estimated Accuracy
 BX1758;SPC LA N     -   155,180.      930,500.      MT  (+/- 180 meters Scaled)
 BX1758
 BX1758                          SUPERSEDED SURVEY CONTROL
 BX1758
 BX1758  NGVD 29 (??/??/??)   38.488  (m)          126.27   (f) ADJUSTED    ?  
 BX1758
 BX1758.Superseded values are not recommended for survey control.
 BX1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1758.See file dsdata.txt to determine how the superseded data were derived.
 BX1758
 BX1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR778290(NAD 83)
 BX1758_MARKER: P = PIPE CAP
 BX1758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1758_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1758
 BX1758  HISTORY     - Date     Condition        Report By
 BX1758  HISTORY     - UNK      MONUMENTED       DOD
 BX1758  HISTORY     - 1938     GOOD             CGS
 BX1758  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1758  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1758
 BX1758                          STATION DESCRIPTION
 BX1758
 BX1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1758'0.6 MI N FROM TIMON.
 BX1758'0.6 MILE NORTH OF TIMON, NATCHITOCHES PARISH, ON THE RIGHT BANK OF RED
 BX1758'RIVER, ON THE B.F. TIMON PLANTATION, ABOUT 1000 FEET SOUTHEAST OF THE
 BX1758'RESIDENCE, 113 FEET WEST OF A DIRT ROAD, IN THE WEST CORNER OF THE TOM
 BX1758'WILLIAMS LOT, 50 FEET WEST OF A CABIN, AND 8 FEET SOUTHEAST OF A
 BX1758'36-INCH PECAN TREE.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB,
 BX1758'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 BX1758'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1758
 BX1758                          STATION RECOVERY (1969)
 BX1758
 BX1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1758'MARK NOT FOUND.
 BX1758
 BX1758                          STATION RECOVERY (2001)
 BX1758
 BX1758'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1757 ***********************************************************************
 BX1757  DESIGNATION -  TIMON 3 CAP
 BX1757  PID         -  BX1757
 BX1757  STATE/COUNTY-  LA/NATCHITOCHES
 BX1757  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX1757
 BX1757                         *CURRENT SURVEY CONTROL
 BX1757  ___________________________________________________________________
 BX1757* NAD 83(1986)-  31 53 51.     (N)    093 14 05.     (W)     SCALED    
 BX1757* NAVD 88     -        39.65   (+/-2cm)     130.1    (feet)  VERTCON   
 BX1757  ___________________________________________________________________
 BX1757  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1757
 BX1757  VERT ORDER  -  ? (See Below)
 BX1757
 BX1757.The horizontal coordinates were scaled from a topographic map and have
 BX1757.an estimated accuracy of +/- 6 seconds.
 BX1757
 BX1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1757.The vertical order pertains to the NGVD 29 superseded value.
 BX1757
 BX1757.The geoid height was determined by GEOID03.
 BX1757
 BX1757;                    North         East    Units  Estimated Accuracy
 BX1757;SPC LA N     -   155,180.      930,500.      MT  (+/- 180 meters Scaled)
 BX1757
 BX1757                          SUPERSEDED SURVEY CONTROL
 BX1757
 BX1757  NGVD 29 (??/??/??)   39.706  (m)          130.27   (f) ADJUSTED    ?  
 BX1757
 BX1757.Superseded values are not recommended for survey control.
 BX1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1757.See file dsdata.txt to determine how the superseded data were derived.
 BX1757
 BX1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR778290(NAD 83)
 BX1757_MARKER: P = PIPE CAP
 BX1757_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1757_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1757
 BX1757  HISTORY     - Date     Condition        Report By
 BX1757  HISTORY     - UNK      MONUMENTED       DOD
 BX1757  HISTORY     - 1938     GOOD             CGS
 BX1757  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1757  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1757
 BX1757                          STATION DESCRIPTION
 BX1757
 BX1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1757'0.6 MI N FROM TIMON.
 BX1757'0.6 MILE NORTH OF TIMON, NATCHITOCHES PARISH, ON THE RIGHT BANK OF RED
 BX1757'RIVER, ON THE B.F. TIMON PLANTATION, ABOUT 1000 FEET SOUTHEAST OF THE
 BX1757'RESIDENCE, 113 FEET WEST OF A DIRT ROAD, IN THE WEST CORNER OF THE TOM
 BX1757'WILLIAMS LOT, 50 FEET WEST OF A CABIN, AND 8 FEET SOUTHEAST OF A
 BX1757'36-INCH PECAN TREE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 BX1757'ARMY, STANDARD CAP.
 BX1757
 BX1757                          STATION RECOVERY (1969)
 BX1757
 BX1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1757'MARK NOT FOUND.
 BX1757
 BX1757                          STATION RECOVERY (2001)
 BX1757
 BX1757'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0427 ***********************************************************************
 AV0427  DESIGNATION -  TIP 1933 USGS
 AV0427  PID         -  AV0427
 AV0427  STATE/COUNTY-  LA/CAMERON
 AV0427  USGS QUAD   -  CREOLE (1982)
 AV0427
 AV0427                         *CURRENT SURVEY CONTROL
 AV0427  ___________________________________________________________________
 AV0427* NAD 83(1992)-  29 51 23.37763(N)    093 04 05.01450(W)     ADJUSTED  
 AV0427* NAVD 88     -         0.75   (+/-2cm)       2.5  **(feet)  VERTCON   
 AV0427  **This station is located in a subsidence area (see below).
 AV0427  ___________________________________________________________________
 AV0427  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0427  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AV0427
 AV0427  HORZ ORDER  -  THIRD
 AV0427  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0427
 AV0427.The horizontal coordinates were established by classical geodetic methods
 AV0427.and adjusted by the National Geodetic Survey in January 1993..
 AV0427
 AV0427 ** The orthometric height has not been validated since last determined
 AV0427 ** by differential leveling and should not be used for control purposes.
 AV0427 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0427 ** area with valid NAVD 88 orthometric heights.
 AV0427 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0427 ** epoch indicated which incorporates improved geoid heights for the
 AV0427 ** Southern Louisiana Subsidence area.
 AV0427 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0427.The vertical order pertains to the NGVD 29 superseded value.
 AV0427
 AV0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0427
 AV0427.The geoid height was determined by GEOID03.
 AV0427
 AV0427;                    North         East     Units Scale Factor Converg.
 AV0427;SPC LA S     -   151,628.380   832,400.741   MT  0.99992890   -0 52 02.6
 AV0427;SPC LA S     -   497,467.44  2,730,968.10   sFT  0.99992890   -0 52 02.6
 AV0427;UTM  15      - 3,302,885.818   493,426.386   MT  0.99960053   -0 02 02.0
 AV0427
 AV0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0427!SPC LA S     -   1.00000408  x   0.99992890  =   0.99993298
 AV0427!UTM  15      -   1.00000408  x   0.99960053  =   0.99960461
 AV0427
 AV0427:                Primary Azimuth Mark                     Grid Az
 AV0427:SPC LA S     -  SWEET                                    318 30 35.9
 AV0427:UTM  15      -  SWEET                                    317 40 35.3
 AV0427
 AV0427|---------------------------------------------------------------------|
 AV0427| PID    Reference Object                     Distance      Geod. Az  |
 AV0427|                                                           dddmmss.s |
 AV0427| AV0797 SWEET                               APPROX.11.6 KM 3173833.3 |
 AV0427|---------------------------------------------------------------------|
 AV0427
 AV0427                          SUPERSEDED SURVEY CONTROL
 AV0427
 AV0427  NAD 83(1986)-  29 51 23.40269(N)    093 04 04.99943(W) AD(       ) 3
 AV0427  NAD 27      -  29 51 22.60000(N)    093 04 04.39000(W) AD(       ) 3
 AV0427  NGVD 29 (??/??/??)    0.729  (m)            2.39   (f) ADJUSTED    1 2
 AV0427
 AV0427.Superseded values are not recommended for survey control.
 AV0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0427.See file dsdata.txt to determine how the superseded data were derived.
 AV0427
 AV0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9342602886(NAD 83)
 AV0427_MARKER: DD = SURVEY DISK
 AV0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0427_STAMPING: TIP 1933
 AV0427_MARK LOGO: USGS  
 AV0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0427+STABILITY: SURFACE MOTION
 AV0427
 AV0427  HISTORY     - Date     Condition        Report By
 AV0427  HISTORY     - 1933     MONUMENTED       USGS
 AV0427  HISTORY     - 1965     GOOD             CGS
 AV0427  HISTORY     - 1975     GOOD             USGS
 AV0427  HISTORY     - 1981     GOOD             NGS
 AV0427  HISTORY     - 20050406 GOOD             USPSQD
 AV0427
 AV0427                          STATION DESCRIPTION
 AV0427
 AV0427'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0427'ON THE MOST WESTERN TIP OF LITTLE CHENIER RIDGE, ON A SMALL
 AV0427'ISLAND ABOUT 1400 FEET W OF LAST HOUSE ON RIDGE AND 4.5 MILES
 AV0427'W OF LITTLE CHENIER SCHOOLHOUSE.
 AV0427'
 AV0427'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0427'TIP 1933.
 AV0427'
 AV0427'NO REFERENCE MARK.
 AV0427'
 AV0427'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0427'ELEVATED 20 FEET.
 AV0427
 AV0427                          STATION RECOVERY (1965)
 AV0427
 AV0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AV0427'4.85 MI NE FROM CREOLE.
 AV0427'ABOUT 3.65 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 AV0427'AT CREOLE, THENCE 1.2 MILES EAST ALONG A SHELLED ROAD LEADING EAST TO
 AV0427'LITTLE PECAN, 133 YARDS WEST OF THE WEST END OF LITTLE CHENIERE RIDGE,
 AV0427'138 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34 FEET NORTHWEST OF
 AV0427'THE NORTHWEST CORNER OF A SMALL HOUSE, 1.0 FOOT EAST OF A WOODEN
 AV0427'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 AV0427'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 AV0427
 AV0427                          STATION RECOVERY (1975)
 AV0427
 AV0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AV0427'RECOVERED IN GOOD CONDITION.
 AV0427
 AV0427                          STATION RECOVERY (1981)
 AV0427
 AV0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AV0427'NOTE--CHANGE-HOUSE MEASUREMENT TO READ 46.5 FEET WEST OF
 AV0427'THE SOUTHWEST CORNER.  ADD-1.3 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 AV0427
 AV0427                          STATION RECOVERY (2005)
 AV0427
 AV0427'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6178 ***********************************************************************
 AH6178  DESIGNATION -  TLB 01
 AH6178  PID         -  AH6178
 AH6178  STATE/COUNTY-  LA/TERREBONNE
 AH6178  USGS QUAD   -  GIBSON (1980)
 AH6178
 AH6178                         *CURRENT SURVEY CONTROL
 AH6178  ___________________________________________________________________
 AH6178* NAD 83(1992)-  29 42 54.75983(N)    090 53 17.06370(W)     ADJUSTED  
 AH6178* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6178  **This station is located in a subsidence area (see below).
 AH6178  ___________________________________________________________________
 AH6178  X           -     -85,926.729 (meters)                     COMP
 AH6178  Y           -  -5,543,286.716 (meters)                     COMP
 AH6178  Z           -   3,142,983.530 (meters)                     COMP
 AH6178  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6178  ELLIP HEIGHT-         -23.50  (meters)          (02/21/02) GPS OBS
 AH6178  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH6178
 AH6178  HORZ ORDER  -  FIRST
 AH6178  ELLP ORDER  -  FIFTH     CLASS I
 AH6178
 AH6178.The horizontal coordinates were established by GPS observations
 AH6178.and adjusted by the National Geodetic Survey in December 1998..
 AH6178
 AH6178 ** The orthometric height has not been validated since last determined
 AH6178 ** by differential leveling and should not be used for control purposes.
 AH6178 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6178 ** area with valid NAVD 88 orthometric heights.
 AH6178 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6178 ** epoch indicated which incorporates improved geoid heights for the
 AH6178 ** Southern Louisiana Subsidence area.
 AH6178 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6178.The orthometric height was determined by GPS observations and a
 AH6178.high-resolution geoid model.
 AH6178
 AH6178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6178
 AH6178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6178
 AH6178.The ellipsoidal height was determined by GPS observations
 AH6178.and is referenced to NAD 83.
 AH6178
 AH6178.The geoid height was determined by GEOID03.
 AH6178
 AH6178;                    North         East     Units Scale Factor Converg.
 AH6178;SPC LA S     -   134,783.460 1,043,080.850   MT  0.99993810   +0 13 21.5
 AH6178;SPC LA S     -   442,202.07  3,422,174.42   sFT  0.99993810   +0 13 21.5
 AH6178;UTM  15      - 3,289,095.984   704,293.225   MT  1.00011498   +1 02 50.0
 AH6178
 AH6178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6178!SPC LA S     -   1.00000369  x   0.99993810  =   0.99994179
 AH6178!UTM  15      -   1.00000369  x   1.00011498  =   1.00011867
 AH6178
 AH6178                          SUPERSEDED SURVEY CONTROL
 AH6178
 AH6178  ELLIP H (12/17/98)  -23.47   (m)                       GP(       ) 4 2
 AH6178
 AH6178.Superseded values are not recommended for survey control.
 AH6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6178.See file dsdata.txt to determine how the superseded data were derived.
 AH6178
 AH6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0429389096(NAD 83)
 AH6178_MARKER: DD = SURVEY DISK
 AH6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6178_STAMPING: TLB 01
 AH6178_MARK LOGO: LA-109
 AH6178_PROJECTION: FLUSH
 AH6178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6178+STABILITY: SURFACE MOTION
 AH6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6178+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6178
 AH6178  HISTORY     - Date     Condition        Report By
 AH6178  HISTORY     - 1995     MONUMENTED       MPHI
 AH6178
 AH6178                          STATION DESCRIPTION
 AH6178
 AH6178'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6178'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6178'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TURN LEFT AND TRAVEL NORTH
 AH6178'FOR 11.8 MI (19.0 KM) TO INTERSECTION WITH HWY 20.  TRAVEL WEST ON HWY
 AH6178'20 FOR 5.0 MI (8.0 KM) AND THE STATION IS LOCATED NEAR THE SOUTHEAST
 AH6178'CORNER OF THE BRIDGE ON A BRIDGE ABUTMENT 1.0 FT  BELOW THE LEVEL OF
 AH6178'THE BRIDGE.  THE STATION IS A 2 INCH DISK. THE STATION IS 20.9 FT (6.4
 AH6178'M) NORTHWEST FROM THE EDGE OF THE WATER OF THE TERREBONNE LAFOURCHE
 AH6178'DRAINAGE CANAL, 19.1 FT (5.8 M) NORTHEAST OF THE EDGE OF THE WATER OF
 AH6178'THE TERREBONNE LAFOURCHE DRAINAGE CANAL, AND 100.3 FT (30.6 M) WEST OF
 AH6178'THE END OF THE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1342 ***********************************************************************
 AT1342  DESIGNATION -  TOCA SOU NATURAL GAS RAD MAST
 AT1342  PID         -  AT1342
 AT1342  STATE/COUNTY-  LA/ST BERNARD
 AT1342  USGS QUAD   -  DELACROIX (1994)
 AT1342
 AT1342                         *CURRENT SURVEY CONTROL
 AT1342  ___________________________________________________________________
 AT1342* NAD 83(1992)-  29 51 56.22308(N)    089 49 41.87264(W)     ADJUSTED  
 AT1342* NAVD 88     -                                                        
 AT1342  **This station is located in a subsidence area (see below).
 AT1342  ___________________________________________________________________
 AT1342  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AT1342  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AT1342
 AT1342  HORZ ORDER  -  THIRD
 AT1342
 AT1342.The horizontal coordinates were established by classical geodetic methods
 AT1342.and adjusted by the National Geodetic Survey in January 1993..
 AT1342
 AT1342 ** The orthometric height has not been validated since last determined
 AT1342 ** by differential leveling and should not be used for control purposes.
 AT1342 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1342 ** area with valid NAVD 88 orthometric heights.
 AT1342 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1342 ** epoch indicated which incorporates improved geoid heights for the
 AT1342 ** Southern Louisiana Subsidence area.
 AT1342 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1342
 AT1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1342
 AT1342.The geoid height was determined by GEOID03.
 AT1342
 AT1342;                    North         East     Units Scale Factor Converg.
 AT1342;SPC LA S     -   152,325.878 1,145,395.941   MT  0.99992851   +0 45 09.1
 AT1342;SPC LA S     -   499,755.82  3,757,853.18   sFT  0.99992851   +0 45 09.1
 AT1342;UTM  16      - 3,307,254.431   226,794.101   MT  1.00052103   -1 24 33.4
 AT1342
 AT1342                          SUPERSEDED SURVEY CONTROL
 AT1342
 AT1342  NAD 83(1986)-  29 51 56.23482(N)    089 49 41.87275(W) AD(       ) 4
 AT1342  NAD 27      -  29 51 55.49041(N)    089 49 41.64409(W) AD(       ) 3
 AT1342
 AT1342.Superseded values are not recommended for survey control.
 AT1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1342.See file dsdata.txt to determine how the superseded data were derived.
 AT1342
 AT1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2679407254(NAD 83)
 AT1342_MARKER: 43 = RADIO/TV TOWER
 AT1342
 AT1342  HISTORY     - Date     Condition        Report By
 AT1342  HISTORY     - 1972     FIRST OBSERVED   NGS
 AT1342
 AT1342                          STATION DESCRIPTION
 AT1342
 AT1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1342'THE STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF A
 AT1342'STRUCTURAL STEEL TOWER.  IT IS THE SOUTHERN NATURAL GAS COMPANY
 AT1342'RADIO STATION KKJ 607 MAST.  THE TOWER IS PAINTED INTERNATIONAL RED
 AT1342'AND WHITE IN ALTERNATE SECTIONS AND GUYED AT SEVERAL POINTS.
 AT1342'THE OVER ALL HEIGHT IS 400 FEET ABOVE THE GROUND LEVEL.
 AT1342'
 AT1342'THE STATION IS LOCATED 1.55 MILES EAST OF THE POST OFFICE IN
 AT1342'ST BERNARD AND 0.1 MILE SOUTH OF STATE HIGHWAY 46.
 AT1342'
 AT1342'THE CENTER OF THE LIGHT AT THE TOP OF THE TOWER IS THE POINT
 AT1342'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1674 ***********************************************************************
 CP1674  DESIGNATION -  TOGO BOLT
 CP1674  PID         -  CP1674
 CP1674  STATE/COUNTY-  LA/TENSAS
 CP1674  USGS QUAD   -  GRAND GULF (1963)
 CP1674
 CP1674                         *CURRENT SURVEY CONTROL
 CP1674  ___________________________________________________________________
 CP1674* NAD 83(1986)-  32 07 30.     (N)    091 03 42.     (W)     SCALED    
 CP1674* NAVD 88     -        25.33   (+/-2cm)      83.1    (feet)  VERTCON   
 CP1674  ___________________________________________________________________
 CP1674  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1674
 CP1674  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1674
 CP1674.The horizontal coordinates were scaled from a topographic map and have
 CP1674.an estimated accuracy of +/- 6 seconds.
 CP1674
 CP1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1674.The vertical order pertains to the NGVD 29 superseded value.
 CP1674
 CP1674.The geoid height was determined by GEOID03.
 CP1674
 CP1674;                    North         East    Units  Estimated Accuracy
 CP1674;SPC LA N     -   181,070.    1,135,710.      MT  (+/- 180 meters Scaled)
 CP1674
 CP1674                          SUPERSEDED SURVEY CONTROL
 CP1674
 CP1674  NGVD 29 (??/??/92)   25.356  (m)           83.19   (f) ADJ UNCH    1 2
 CP1674
 CP1674.Superseded values are not recommended for survey control.
 CP1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1674.See file dsdata.txt to determine how the superseded data were derived.
 CP1674
 CP1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR828559(NAD 83)
 CP1674_MARKER: B = BOLT
 CP1674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1674_SP_SET: TILE
 CP1674_STAMPING: TOGO
 CP1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1674
 CP1674  HISTORY     - Date     Condition        Report By
 CP1674  HISTORY     - UNK      MONUMENTED       DOD
 CP1674  HISTORY     - 1938     GOOD             NGS
 CP1674
 CP1674                          STATION DESCRIPTION
 CP1674
 CP1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1674'9.5 MI SW FROM GLASS.
 CP1674'IN TENSAS PARISH, LOUISIANA, 9-1/2 MILES SOUTHWEST OF GLASS, WARREN
 CP1674'COUNTY, MISSISSIPPI, 3/4 MILES SOUTHWEST ALONG A ROAD FROM TOGO
 CP1674'LANDING, JUST SOUTH OF THE HEAD OF A SAND BAR AND A STAND OF WILLOWS,
 CP1674'150 FEET BACK OF THE OLD MISSISSIPPI RIVER BANK, 159 FEET SOUTH OF A
 CP1674'BLAZED 5-FOOT COTTONWOOD TREE, 80.2 FEET NORTH OF A BLAZED 28-INCH
 CP1674'COTTONWOOD TREE, 26 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND
 CP1674'18 FEET WEST OF THE NORTHWEST CORNER OF A TIN-ROOFED SHED.  A COPPER
 CP1674'BOLT SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 CP1674'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 5 INCHES ABOVE GROUND AND
 CP1674'BEARING A CORPS OF ENGINEERS, U. S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1673 ***********************************************************************
 CP1673  DESIGNATION -  TOGO CAP
 CP1673  PID         -  CP1673
 CP1673  STATE/COUNTY-  LA/TENSAS
 CP1673  USGS QUAD   -  GRAND GULF (1963)
 CP1673
 CP1673                         *CURRENT SURVEY CONTROL
 CP1673  ___________________________________________________________________
 CP1673* NAD 83(1986)-  32 07 30.     (N)    091 03 42.     (W)     SCALED    
 CP1673* NAVD 88     -        26.55   (+/-2cm)      87.1    (feet)  VERTCON   
 CP1673  ___________________________________________________________________
 CP1673  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP1673
 CP1673  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1673
 CP1673.The horizontal coordinates were scaled from a topographic map and have
 CP1673.an estimated accuracy of +/- 6 seconds.
 CP1673
 CP1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1673.The vertical order pertains to the NGVD 29 superseded value.
 CP1673
 CP1673.The geoid height was determined by GEOID03.
 CP1673
 CP1673;                    North         East    Units  Estimated Accuracy
 CP1673;SPC LA N     -   181,070.    1,135,710.      MT  (+/- 180 meters Scaled)
 CP1673
 CP1673                          SUPERSEDED SURVEY CONTROL
 CP1673
 CP1673  NGVD 29 (??/??/92)   26.580  (m)           87.20   (f) ADJ UNCH    1 2
 CP1673
 CP1673.Superseded values are not recommended for survey control.
 CP1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1673.See file dsdata.txt to determine how the superseded data were derived.
 CP1673
 CP1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR828559(NAD 83)
 CP1673_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1673_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1673_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1673_STAMPING: TOGO
 CP1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1673
 CP1673  HISTORY     - Date     Condition        Report By
 CP1673  HISTORY     - UNK      MONUMENTED       DOD
 CP1673  HISTORY     - 1938     GOOD             NGS
 CP1673
 CP1673                          STATION DESCRIPTION
 CP1673
 CP1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1673'9.5 MI SW FROM GLASS.
 CP1673'IN TENSAS PARISH, LOUISIANA, 9-1/2 MILES SOUTHWEST OF GLASS, WARREN
 CP1673'COUNTY, MISSISSIPPI, 3/4 MILES SOUTHWEST ALONG A ROAD FROM TOGO
 CP1673'LANDING, JUST SOUTH OF THE HEAD OF A SAND BAR AND A STAND OF WILLOWS,
 CP1673'150 FEET BACK OF THE OLD MISSISSIPPI RIVER BANK, 159 FEET SOUTH OF A
 CP1673'BLAZED 5-FOOT COTTONWOOD TREE, 80.2 FEET NORTH OF A BLAZED 28-INCH
 CP1673'COTTONWOOD TREE, 26 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND
 CP1673'18 FEET WEST OF THE NORTHWEST CORNER OF A TIN-ROOFED SHED.  AN IRON
 CP1673'PIPE PROJECTING 5 INCHES ABOVE GROUND AND BEARING A CORPS OF
 CP1673'ENGINEERS, U. S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3308 ***********************************************************************
 AB3308  DESIGNATION -  TOLAND
 AB3308  PID         -  AB3308
 AB3308  STATE/COUNTY-  LA/PLAQUEMINES
 AB3308  USGS QUAD   -  CHALMETTE (1994)
 AB3308
 AB3308                         *CURRENT SURVEY CONTROL
 AB3308  ___________________________________________________________________
 AB3308* NAD 83(1992)-  29 52 58.54472(N)    089 56 48.48925(W)     ADJUSTED  
 AB3308* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AB3308  **This station is located in a subsidence area (see below).
 AB3308  ___________________________________________________________________
 AB3308  X           -       5,138.816 (meters)                     COMP
 AB3308  Y           -  -5,534,710.664 (meters)                     COMP
 AB3308  Z           -   3,159,116.308 (meters)                     COMP
 AB3308  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AB3308  ELLIP HEIGHT-         -24.04  (meters)          (02/12/02) GPS OBS
 AB3308  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AB3308  DYNAMIC HT  -           1.9   (meters)       6.    (feet)  COMP
 AB3308  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 AB3308
 AB3308  HORZ ORDER  -  A
 AB3308  VERT ORDER  -  FIRST     CLASS II (See Below)
 AB3308  ELLP ORDER  -  FOURTH    CLASS II
 AB3308
 AB3308.This is a reference station for the ENGLISH TURN 1
 AB3308.National Continuously Operating Reference Station (ENG1).
 AB3308
 AB3308.The horizontal coordinates were established by GPS observations
 AB3308.and adjusted by the National Geodetic Survey in May 1996..
 AB3308
 AB3308 ** The orthometric height has not been validated since last determined
 AB3308 ** by differential leveling and should not be used for control purposes.
 AB3308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AB3308 ** area with valid NAVD 88 orthometric heights.
 AB3308 ** The geoid height was determined by a new realization of GEOID03 for the
 AB3308 ** epoch indicated which incorporates improved geoid heights for the
 AB3308 ** Southern Louisiana Subsidence area.
 AB3308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AB3308.The orthometric height was scaled from a topographic map.
 AB3308.The vertical order pertains to the first NAVD 88 superseded value.
 AB3308
 AB3308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3308
 AB3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3308
 AB3308.The ellipsoidal height was determined by GPS observations
 AB3308.and is referenced to NAD 83.
 AB3308
 AB3308.The geoid height was determined by GEOID03.
 AB3308
 AB3308.The dynamic height is computed by dividing the NAVD 88
 AB3308.geopotential number by the normal gravity value computed on the
 AB3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3308.degrees latitude (g = 980.6199 gals.).
 AB3308
 AB3308.The modeled gravity was interpolated from observed gravity values.
 AB3308
 AB3308;                    North         East     Units Scale Factor Converg.
 AB3308;SPC LA S     -   154,100.147 1,133,925.011   MT  0.99992785   +0 41 35.8
 AB3308;SPC LA S     -   505,576.90  3,720,218.97   sFT  0.99992785   +0 41 35.8
 AB3308;UTM  16      - 3,309,461.598   215,391.075   MT  1.00059953   -1 28 09.0
 AB3308;UTM  15      - 3,309,730.042   794,889.631   MT  1.00067306   +1 31 20.3
 AB3308
 AB3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3308!SPC LA S     -   1.00000378  x   0.99992785  =   0.99993163
 AB3308!UTM  16      -   1.00000378  x   1.00059953  =   1.00060331
 AB3308!UTM  15      -   1.00000378  x   1.00067306  =   1.00067684
 AB3308
 AB3308                          SUPERSEDED SURVEY CONTROL
 AB3308
 AB3308  ELLIP H (05/17/96)  -23.93   (m)                       GP(       ) 1 2
 AB3308  NAVD 88 (08/30/96)    1.93   (m)            6.3    (f) LEVELING    3  
 AB3308
 AB3308.Superseded values are not recommended for survey control.
 AB3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3308.See file dsdata.txt to determine how the superseded data were derived.
 AB3308
 AB3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1539109462(NAD 83)
 AB3308_MARKER: I = METAL ROD
 AB3308_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3308_STAMPING: TOLAND 1994
 AB3308_MARK LOGO: NGS   
 AB3308_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3308+STABILITY: POSITION/ELEVATION WELL
 AB3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3308+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1996
 AB3308
 AB3308  HISTORY     - Date     Condition        Report By
 AB3308  HISTORY     - 1994     MONUMENTED       LADTD
 AB3308  HISTORY     - 19960205 GOOD             NGS
 AB3308
 AB3308                          STATION DESCRIPTION
 AB3308
 AB3308'DESCRIBED BY LA TRANSP AND DEV 1994 (SLC)
 AB3308'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST-SOUTHEAST OF
 AB3308'DOWNTOWN NEW ORLEANS AND 8.0 KM (4.95 MI) NORTH OF BELLE CHASSE AT THE
 AB3308'UNITED STATES COAST GUARD COMMUNICATION STATION, NEW ORLEANS.
 AB3308'OWNERSHIP--U. S. COAST GUARD, FOR ENTRANCE INTO THE STATION CONTACT
 AB3308'CWO GEORGE SANDERS, USGS SUPPORT CENTER, NEW ORLEANS, 4640 URQUHART
 AB3308'STREET, NEW ORLEANS, LOUISIANA 70117, PHONE 504-942-3056.$TO REACH THE
 AB3308'STATION FROM THE JUNCTION OF STATE HIGHWAYS 406 AND 407 ON THE SOUTH
 AB3308'SIDE OF THE INTERCOSTAL WATERWAY, GO WEST FOR 0.8 KM (0.50 MI) ON
 AB3308'HIGHWAY 406 TO THE JUNCTION WITH F. EDWARD HEBERT BLVD, TURN LEFT AND
 AB3308'GO SOUTHEAST FOR 2.3 KM (1.40 MI) ON F. EDWARD HEBERT BLVD TO THE
 AB3308'MISSISSIPPI RIVER LEVEE AND A T-ROAD, TURN LEFT AND GO EASTERLY
 AB3308'PASSING THROUGH A GATE INTO THE TULANE UNIVERSITY F. EDWARD HEBERT
 AB3308'RESEARCH CENTER FOR 3.5 KM (2.15 MI) ON A PAVED ROAD TO A STOP SIGN,
 AB3308'CONTINUE STRAIGHT AHEAD AND EASTERLY FOR 0.7 KM (0.45 MI) ON THE PAVED
 AB3308'ROAD TO THE GATES INTO THE U. S. COAST GUARD COMMUNICATION STATION,
 AB3308'CONTINUE STRAIGHT AHEAD AND EASTERLY THROUGH THE GATES FOR 0.4 KM
 AB3308'(0.25 MI) ON THE PAVED ROAD TO A CROSSROADS, CONTINUE STRAIGHT AHEAD
 AB3308'FOR 0.08 KM (0.05 MI) ON THE PAVED ROAD TO THE STATION SET ON THE
 AB3308'RIGHT AT A CONCRETE DRIVE LEADING INTO A SEWAGE TREATMENT PLANT.$THE
 AB3308'STATION IS 12.6 M (41.3 FT) NORTH FROM THE NORTEAST CORNER OF A CHAIN
 AB3308'LINK FENCE AROUND THE SEWAGE TREATMENT PLANT, 12.1 M (39.7 FT)
 AB3308'SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED ROAD, 8.4 M (27.6 FT)
 AB3308'SOUTH FROM THE EAST END OF A CONCRETE CULVERT UNDER THE DRIVE, 6.2 M
 AB3308'(20.3 FT) EAST-SOUTHEAST FROM THE CENTER OF THE CONCRETE DRIVE, ACCESS
 AB3308'IS HAD BY A 12.7 CM LOGO CAP ABOUT LEVEL WITH THE ROAD.
 AB3308
 AB3308                          STATION RECOVERY (1996)
 AB3308
 AB3308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 AB3308'STATION WAS RECOVERED AS DESCRIBED.  POINT OF CONTACT IS CWO RON
 AB3308'BRAHAM, 504-393-6145, OR ETC FORTE, 504-393-6130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2510 ***********************************************************************
 AU2510  DESIGNATION -  TOMMY
 AU2510  PID         -  AU2510
 AU2510  STATE/COUNTY-  LA/IBERIA
 AU2510  USGS QUAD   -  MOUND POINT (1978)
 AU2510
 AU2510                         *CURRENT SURVEY CONTROL
 AU2510  ___________________________________________________________________
 AU2510* NAD 83(1992)-  29 25 21.75319(N)    091 51 17.66495(W)     ADJUSTED  
 AU2510* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2510  ___________________________________________________________________
 AU2510  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU2510  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AU2510
 AU2510  HORZ ORDER  -  THIRD
 AU2510
 AU2510.The horizontal coordinates were established by classical geodetic methods
 AU2510.and adjusted by the National Geodetic Survey in January 1993..
 AU2510
 AU2510.The orthometric height was scaled from a topographic map.
 AU2510
 AU2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2510
 AU2510.The geoid height was determined by GEOID03.
 AU2510
 AU2510;                    North         East     Units Scale Factor Converg.
 AU2510;SPC LA S     -   102,393.974   949,387.963   MT  0.99997629   -0 15 38.9
 AU2510;SPC LA S     -   335,937.56  3,114,783.68   sFT  0.99997629   -0 15 38.9
 AU2510;UTM  15      - 3,255,364.982   611,079.040   MT  0.99975225   +0 33 45.3
 AU2510
 AU2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2510!SPC LA S     -   1.00000395  x   0.99997629  =   0.99998024
 AU2510!UTM  15      -   1.00000395  x   0.99975225  =   0.99975620
 AU2510
 AU2510:                Primary Azimuth Mark                     Grid Az
 AU2510:SPC LA S     -  MOUND POINT                              031 11 10.4
 AU2510:UTM  15      -  MOUND POINT                              030 21 46.2
 AU2510
 AU2510|---------------------------------------------------------------------|
 AU2510| PID    Reference Object                     Distance      Geod. Az  |
 AU2510|                                                           dddmmss.s |
 AU2510| AU2513 MOUND POINT                         APPROX. 6.5 KM 0305531.5 |
 AU2510| AU2511 SOUTH                               APPROX.11.5 KM 0483608.6 |
 AU2510| CV9494 TOMMY RM 1                           13.689 METERS 07949     |
 AU2510| CV9495 TOMMY RM 2                           14.774 METERS 34152     |
 AU2510|---------------------------------------------------------------------|
 AU2510
 AU2510                          SUPERSEDED SURVEY CONTROL
 AU2510
 AU2510  NAD 83(1986)-  29 25 21.77940(N)    091 51 17.65762(W) AD(       ) 3
 AU2510  NAD 27      -  29 25 20.99400(N)    091 51 17.22600(W) AD(       ) 3
 AU2510
 AU2510.Superseded values are not recommended for survey control.
 AU2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2510.See file dsdata.txt to determine how the superseded data were derived.
 AU2510
 AU2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1107955365(NAD 83)
 AU2510_MARKER: DS = TRIANGULATION STATION DISK
 AU2510_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AU2510+WITH SETTING: INFORMATION.
 AU2510_SP_SET: PREFABRICATED CONCRETE POST
 AU2510
 AU2510  HISTORY     - Date     Condition        Report By
 AU2510  HISTORY     - 1955     MONUMENTED       CGS
 AU2510
 AU2510                          STATION DESCRIPTION
 AU2510
 AU2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2510'STATION IS LOCATED ON SHELL KEYS, A NARROW SHELL ISLAND
 AU2510'PROJECTING FROM THE GULF OF MEXICO ABOUT 4 MILES SOUTH OF
 AU2510'THE SOUTHERN MOST POINT OF MARSH ISLAND.
 AU2510'
 AU2510'STATION CAN ONLY BE REACHED BY BOAT.  SHELL OIL COMPANY
 AU2510'BOAT WAS USED, SAILING FROM THE DOCK AT DELCAMBRE, LOUISIANA
 AU2510'TO THE SOUTHEAST TIP OF MARSH ISLAND.  FROM THIS POINT A
 AU2510'16 FOOT CRAFT WAS USED TO NEGOTIATE THE SHALLOW WATER SURROUNDING
 AU2510'THE STATION ISLAND.
 AU2510'
 AU2510'STATION MARK IS A STANDARD DISK STAMPED TOMMY 1955.  THE
 AU2510'MARK IS MOUNTED ON THE TOP OF A COPPER CLAD STEEL ROD WHICH
 AU2510'IS DRIVEN 15 FEET INTO THE SHELL AND FLUSH WITH THE SURFACE.
 AU2510'IT IS ABOUT 2000 FEET SOUTH OF A PROMINENT BEND IN THE ISLAND,
 AU2510'IN THE APPROX. CENTER OF A FLAT AREA BETWEEN A SHELL RIDGE
 AU2510'AND A CUT THROUGH THE ISLAND, 43 FEET EAST OF THE HIGH WATER
 AU2510'LINE AND 77 FEET WEST OF THE HIGH WATER LINE.
 AU2510'
 AU2510'REFERENCE MARKS ONE AND TWO ARE COPPER CLAD STEEL RODS, THREADED
 AU2510'AT THE TOP, DRIVEN 9 FEET INTO THE SHELL AND PROJECT ABOUT
 AU2510'18 INCHES ABOVE THE SURFACE OF THE SOIL.
 AU2510'
 AU2510'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT TRIPOD.
 AU2510'
 AU2510'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2667 ***********************************************************************
 BK2667  DESIGNATION -  TONEY
 BK2667  PID         -  BK2667
 BK2667  STATE/COUNTY-  LA/EVANGELINE
 BK2667  USGS QUAD   -  MAMOU (1983)
 BK2667
 BK2667                         *CURRENT SURVEY CONTROL
 BK2667  ___________________________________________________________________
 BK2667* NAD 83(1992)-  30 39 12.08663(N)    092 25 33.46539(W)     ADJUSTED  
 BK2667* NAVD 88     -        19.7    (meters)      65.     (feet)  VERTCON   
 BK2667  ___________________________________________________________________
 BK2667  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2667  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2667
 BK2667  HORZ ORDER  -  SECOND
 BK2667
 BK2667.The horizontal coordinates were established by classical geodetic methods
 BK2667.and adjusted by the National Geodetic Survey in January 1993..
 BK2667
 BK2667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2667
 BK2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2667
 BK2667.The geoid height was determined by GEOID03.
 BK2667
 BK2667;                    North         East     Units Scale Factor Converg.
 BK2667;SPC LA S     -   239,191.755   895,276.280   MT  0.99999041   -0 32 46.8
 BK2667;SPC LA S     -   784,748.28  2,937,252.26   sFT  0.99999041   -0 32 46.8
 BK2667;UTM  15      - 3,391,326.728   554,998.763   MT  0.99963731   +0 17 33.6
 BK2667
 BK2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2667!SPC LA S     -   1.00000118  x   0.99999041  =   0.99999159
 BK2667!UTM  15      -   1.00000118  x   0.99963731  =   0.99963849
 BK2667
 BK2667:                Primary Azimuth Mark                     Grid Az
 BK2667:SPC LA S     -  TONEY AZ MK                              177 27 20.3
 BK2667:UTM  15      -  TONEY AZ MK                              176 36 59.9
 BK2667
 BK2667|---------------------------------------------------------------------|
 BK2667| PID    Reference Object                     Distance      Geod. Az  |
 BK2667|                                                           dddmmss.s |
 BK2667| CW1555 TONEY AZ MK                                        1765433.5 |
 BK2667| CW1556 TONEY RM 1                           13.145 METERS 28526     |
 BK2667| BK2668 TONEY LADH RM 2                      24.272 METERS 35112     |
 BK2667|---------------------------------------------------------------------|
 BK2667
 BK2667                          SUPERSEDED SURVEY CONTROL
 BK2667
 BK2667  NAD 83(1986)-  30 39 12.10692(N)    092 25 33.45940(W) AD(       ) 2
 BK2667  NAD 27      -  30 39 11.39357(N)    092 25 32.98750(W) AD(       ) 2
 BK2667  NGVD 29 (07/19/86)   19.7    (m)           65.     (f) VERT ANG       
 BK2667
 BK2667.Superseded values are not recommended for survey control.
 BK2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2667.See file dsdata.txt to determine how the superseded data were derived.
 BK2667
 BK2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5499991327(NAD 83)
 BK2667_MARKER: DD = SURVEY DISK
 BK2667_SETTING: 0 = UNSPECIFIED SETTING
 BK2667
 BK2667  HISTORY     - Date     Condition        Report By
 BK2667  HISTORY     - 1969     MONUMENTED       LADTD
 BK2667
 BK2667                          STATION DESCRIPTION
 BK2667
 BK2667'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2667'THE STATION IS LOCATED 0.7 MILE SOUTH OF REDDELL AND 1.5
 BK2667'MILES NORTH OF MAMOU IN THE NW 1/4 OF SECTION 40, T4S,
 BK2667'R1W, AND ON PROPERTY OWNED BY THE CHICAGO, ROCK ISLAND AND
 BK2667'PACIFIC RAILROAD.  IT IS 2.00 FEET EAST OF A METAL WITNESS
 BK2667'POST AND SIGN, 52.50 FEET WEST OF THE CENTERLINE OF STATE
 BK2667'HIGHWAY 13, 25.0 FEET EAST OF EAST RAIL ON THE CHICAGO, ROCK
 BK2667'ISLAND AND PACIFIC RAILROAD, 71.0 FEET SOUTHWEST OF A TELEGRAPH
 BK2667'POLE 65.0 FEET EAST OF CENTERLINE OF A CROSSING TO A HOUSE,
 BK2667'AND 76.0 FEET EAST OF A NORTH-SOUTH FENCE.  IT IS A
 BK2667'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BK2667'GEODETIC SURVEY DISK STAMPED TONEY 1969, PROJECTING 2
 BK2667'INCHES.
 BK2667'
 BK2667'REFERENCE MARK NO. 1 IS 43.12 FEET WEST-NORTHWEST OF
 BK2667'THE STATION.  IT IS 94.0 FEET WEST OF THE CENTERLINE OF
 BK2667'STATE HIGHWAY 13, 77.60 FEET SOUTHWEST OF A TELEGRAPH POLE,
 BK2667'13.0 FEET WEST OF WEST RAIL OF THE RAILROAD, 22.0 FEET EAST
 BK2667'OF CENTERLINE OF DRIVE TO HOUSE, 41.50 FEET WEST-NORTHWEST OF
 BK2667'WITNESS POST AT STATION AND 34.0 FEET EAST OF
 BK2667'NORTH-SOUTH FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2667'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO. 1
 BK2667'TONEY 1969, PROJECTING 2 INCHES.
 BK2667'
 BK2667'REFERENCE MARK NO. 2 IS 79.63 FEET NORTH OF THE STATION.  IT
 BK2667'IS 22.50 FEET WEST-NORTHWEST OF A TELEGRAPH POLE, 63.0 FEET
 BK2667'WEST OF THE CENTERLINE OF STATE HIGHWAY 13, 68.0 FEET
 BK2667'SOUTHWEST OF A BRACE POLE, 13.0 FEET EAST OF EAST RAIL OF
 BK2667'RAILROAD, AND 79.50 FEET NORTH OF WITNESS POST
 BK2667'AT STATION.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2667'U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO. 2
 BK2667'TONEY 1969, PROJECTING 2 INCHES.
 BK2667'
 BK2667'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS
 BK2667'73.35 FEET.
 BK2667'
 BK2667'THE AZIMUTH MARK IS 0.45 MILE SOUTH OF THE STATION.  IT IS
 BK2667'54.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 13, 74.0
 BK2667'FEET NORTH OF NORTHWEST CORNER OF RICE MILL, AND 23.0 FEET
 BK2667'EAST OF EAST RAIL OF SPUR TO RICE MILL, AND 8.85 FEET EAST
 BK2667'OF A METAL WITNESS POST AND SIGN.  IT IS A LOUISIANA
 BK2667'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY
 BK2667'DISK STAMPED AZ. MK. TONEY 1969 FLUSH WITH THE SURFACE OF
 BK2667'THE GROUND.
 BK2667'
 BK2667'TO REACH THE AZIMUTH MARK FROM STATION, DRIVE SOUTH ALONG
 BK2667'STATE HIGHWAY 13 FOR 0.45 MILE TO MARK SET NEAR A RICE MILL.
 BK2667'
 BK2667'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BK2667'13 AND STATE HIGHWAY 376 IN REDDELL, FOLLOW STATE HIGHWAY 13
 BK2667'SOUTH FOR 0.7 MILE TO STATION SET NEAR THE RAILROAD CROSSING.
 BK2667'
 BK2667'MADE CUT TO RADIO TOWER IN REDDELL, EVANGELINE GAS AND
 BK2667'PIPELINE COMPANY, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2942 ***********************************************************************
 AU2942  DESIGNATION -  TOP 1934
 AU2942  PID         -  AU2942
 AU2942  STATE/COUNTY-  LA/LAFOURCHE
 AU2942  USGS QUAD   -  GOLDEN MEADOW FARMS (1994)
 AU2942
 AU2942                         *CURRENT SURVEY CONTROL
 AU2942  ___________________________________________________________________
 AU2942* NAD 83(1992)-  29 27 38.90718(N)    090 08 18.27653(W)     ADJUSTED  
 AU2942* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2942  **This station is located in a subsidence area (see below).
 AU2942  ___________________________________________________________________
 AU2942  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU2942  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AU2942
 AU2942  HORZ ORDER  -  THIRD
 AU2942
 AU2942.The horizontal coordinates were established by classical geodetic methods
 AU2942.and adjusted by the National Geodetic Survey in January 1993..
 AU2942
 AU2942 ** The orthometric height has not been validated since last determined
 AU2942 ** by differential leveling and should not be used for control purposes.
 AU2942 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2942 ** area with valid NAVD 88 orthometric heights.
 AU2942 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2942 ** epoch indicated which incorporates improved geoid heights for the
 AU2942 ** Southern Louisiana Subsidence area.
 AU2942 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2942.The orthometric height was scaled from a topographic map.
 AU2942
 AU2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2942
 AU2942.The geoid height was determined by GEOID03.
 AU2942
 AU2942;                    North         East     Units Scale Factor Converg.
 AU2942;SPC LA S     -   107,105.948 1,115,906.255   MT  0.99996986   +0 35 50.9
 AU2942;SPC LA S     -   351,396.76  3,661,102.44   sFT  0.99996986   +0 35 50.9
 AU2942;UTM  15      - 3,262,451.362   777,533.470   MT  1.00055053   +1 24 29.9
 AU2942
 AU2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2942!SPC LA S     -   1.00000388  x   0.99996986  =   0.99997374
 AU2942!UTM  15      -   1.00000388  x   1.00055053  =   1.00055441
 AU2942
 AU2942                          SUPERSEDED SURVEY CONTROL
 AU2942
 AU2942  NAD 83(1986)-  29 27 38.92239(N)    090 08 18.28323(W) AD(       ) 3
 AU2942  NAD 27      -  29 27 38.13300(N)    090 08 18.01300(W) AD(       ) 3
 AU2942
 AU2942.Superseded values are not recommended for survey control.
 AU2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2942.See file dsdata.txt to determine how the superseded data were derived.
 AU2942
 AU2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7753362451(NAD 83)
 AU2942_MARKER: DD = SURVEY DISK
 AU2942_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2942_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2942
 AU2942  HISTORY     - Date     Condition        Report By
 AU2942  HISTORY     - 1934     MONUMENTED       CGS
 AU2942  HISTORY     - 1940     GOOD             SHELL
 AU2942  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2942
 AU2942                          STATION DESCRIPTION
 AU2942
 AU2942'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2942'THIS STATION IS ON THE S SHORE OF LITTLE LAKE AND DUE W
 AU2942'OF TRIANGULATION STATION LITTLE ABOUT 1-1/2 MILES W OF THE
 AU2942'MOUTH OF COFFEE BAYOU.  THE STATION IS 15 METERS FROM THE
 AU2942'HIGH-WATER MARK OF LITTLE LAKE.
 AU2942'
 AU2942'STATION MARK IS A STANDARD HYDROGRAPHIC MARK SET IN CONCRETE
 AU2942'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2942'MEANS OF CONCRETE AT THE UPPER END OF A LONG WOODEN PILE
 AU2942'DRIVEN INTO THE MARSH.
 AU2942
 AU2942                          STATION RECOVERY (1940)
 AU2942
 AU2942'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2942'RECOVERED IN GOOD CONDITION.
 AU2942'
 AU2942'PART OF THE ORIGINAL DESCRIPTION CALLS FOR THE STATION TO
 AU2942'BE 49 FEET FROM THE HIGH-WATER MARK OF LITTLE LAKE, BUT AT
 AU2942'THE PRESENT TIME IT IS ONLY 38 FEET FROM THE HIGH-WATER
 AU2942'MARK OF LITTLE LAKE.
 AU2942
 AU2942                          STATION RECOVERY (1952)
 AU2942
 AU2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2942'STATION IS LOST THROUGH EROSION OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3077 ***********************************************************************
 BK3077  DESIGNATION -  TOPSY
 BK3077  PID         -  BK3077
 BK3077  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK3077  USGS QUAD   -  TOPSY (1957)
 BK3077
 BK3077                         *CURRENT SURVEY CONTROL
 BK3077  ___________________________________________________________________
 BK3077* NAD 83(1992)-  30 23 28.68283(N)    093 05 28.72767(W)     ADJUSTED  
 BK3077* NAVD 88     -         8.5  **(meters)      28.   **(feet)  VERTCON   
 BK3077  **This station is located in a subsidence area (see below).
 BK3077  ___________________________________________________________________
 BK3077  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK3077  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3077
 BK3077  HORZ ORDER  -  SECOND
 BK3077
 BK3077.The horizontal coordinates were established by classical geodetic methods
 BK3077.and adjusted by the National Geodetic Survey in January 1993..
 BK3077
 BK3077 ** The orthometric height has not been validated since last determined
 BK3077 ** by differential leveling and should not be used for control purposes.
 BK3077 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3077 ** area with valid NAVD 88 orthometric heights.
 BK3077 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3077 ** epoch indicated which incorporates improved geoid heights for the
 BK3077 ** Southern Louisiana Subsidence area.
 BK3077 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3077
 BK3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3077
 BK3077.The geoid height was determined by GEOID03.
 BK3077
 BK3077;                    North         East     Units Scale Factor Converg.
 BK3077;SPC LA S     -   210,937.374   831,063.726   MT  0.99994888   -0 52 44.4
 BK3077;SPC LA S     -   692,050.37  2,726,581.57   sFT  0.99994888   -0 52 44.4
 BK3077;UTM  15      - 3,362,149.479   491,227.804   MT  0.99960095   -0 02 46.3
 BK3077
 BK3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3077!SPC LA S     -   1.00000294  x   0.99994888  =   0.99995182
 BK3077!UTM  15      -   1.00000294  x   0.99960095  =   0.99960389
 BK3077
 BK3077:                Primary Azimuth Mark                     Grid Az
 BK3077:SPC LA S     -  CAVANAUGH                                053 57 34.6
 BK3077:UTM  15      -  CAVANAUGH                                053 07 36.5
 BK3077
 BK3077|---------------------------------------------------------------------|
 BK3077| PID    Reference Object                     Distance      Geod. Az  |
 BK3077|                                                           dddmmss.s |
 BK3077| BK3076 CAVANAUGH                           APPROX. 3.2 KM 0530450.2 |
 BK3077| CV8504 TOPSY RM 1                           29.755 METERS 06616     |
 BK3077| BK3079 HECKER                              APPROX. 4.1 KM 1790016.8 |
 BK3077| CV8505 TOPSY RM 2                           28.560 METERS 25329     |
 BK3077|---------------------------------------------------------------------|
 BK3077
 BK3077                          SUPERSEDED SURVEY CONTROL
 BK3077
 BK3077  NAD 83(1986)-  30 23 28.70310(N)    093 05 28.72074(W) AD(       ) 2
 BK3077  NAD 27      -  30 23 27.97298(N)    093 05 28.16863(W) AD(       ) 2
 BK3077  NGVD 29 (07/19/86)    8.5    (m)           28.     (f) VERT ANG       
 BK3077
 BK3077.Superseded values are not recommended for survey control.
 BK3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3077.See file dsdata.txt to determine how the superseded data were derived.
 BK3077
 BK3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9122862149(NAD 83)
 BK3077_MARKER: DS = TRIANGULATION STATION DISK
 BK3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3077
 BK3077  HISTORY     - Date     Condition        Report By
 BK3077  HISTORY     - 1963     MONUMENTED       CGS
 BK3077  HISTORY     - 1963     GOOD             CGS
 BK3077
 BK3077                          STATION DESCRIPTION
 BK3077
 BK3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK3077'THE STATION IS LOCATED 6-1/2 MILES EAST NORTHEAST OF GILLIS,
 BK3077'11 MILES NORTH NORTHEAST OF LAKE CHARLES, 11 MILES NORTH
 BK3077'NORTHWEST OF IOWA, ON PROPERTY OWNED BY THE ERWN ESTATE.
 BK3077'
 BK3077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 90
 BK3077'AND 171 IN THE NORTHEAST EDGE OF LAKE CHARLES, GO NORTHERLY
 BK3077'ON HIGHWAY 171 FOR 10.0 MILES TO A CROSSROAD IN THE VILLAGE
 BK3077'OF GILLIS, TURN RIGHT AND GO EAST ON A MACADAM ROAD FOR 5.46
 BK3077'MILES TO THE END OF PAVEMENT, CONTINUE AHEAD ON GRAVEL ROAD
 BK3077'0.1 MILE, TO A WIRE GAP ON THE RIGHT AND A SIGN READING
 BK3077'RANCH PASTURE NO. 2 TURN RIGHT THROUGH THE WIRE GAP AND GO
 BK3077'EAST ON A DIRT ROAD FOR 0.3 MILE TO A TRACK ROAD LEFT AND
 BK3077'A EASTWEST FENCE LINE, TURN LEFT AND GO EAST ALONG THE NORTH
 BK3077'SIDE OF THE EASTWEST FENCE LINE FOR 0.3 MILE TO A BRIDGE,
 BK3077'CONTINUE AHEAD FOR 0.2 MILE TO A SMALL WOOD BRIDGE,
 BK3077'CONTINUE EAST 0.65 MILE TO AN OLD CATTLE GUARD AND A GATE,
 BK3077'PASS THROUGH THE GATE AND CONTINUE EAST ALONG THE NORTH SIDE
 BK3077'OF THE FENCE 0.55 MILE TO A FORK, JUST PAST A FENCE CORNER
 BK3077'AND A GATE ON THE RIGHT, KEEP STRAIGHT AHEAD EAST ON THE MAIN
 BK3077'TRAVELED ROAD 0.45 MILE TO AN OAK TREE, ON THE LEFT WITH
 BK3077'A TRIANGULAR BLAZE AND THE STATION ON THE RIGHT AS
 BK3077'DESCRIBED.
 BK3077'
 BK3077'THE STATION MARK IS A STANDARD DISK STAMPED, TOPSY 1963, SET
 BK3077'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 BK3077'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 13.2 FEET EAST OF A
 BK3077'14-INCH PINE TREE, 14.6 FEET NORTH OF A 12-INCH PINE TREE
 BK3077'WITH A TRIANGULAR BLAZE, 5.8 FEET SOUTH OF A 3-INCH ROUND
 BK3077'WITNESS POST AND SIGN, 23.3 FEET SOUTH OF A DIRT ROAD THAT LEADS
 BK3077'TO CABINS AND 48.3 FEET SOUTHWEST OF A 24-INCH BLAZED OAK TREE.
 BK3077'
 BK3077'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, TOPSY NO. 1
 BK3077'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK3077'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 14.5 FEET
 BK3077'NORTHWEST OF A 16-INCH PINE TREE, 16.3 FEET NORTH OF TRACK
 BK3077'ROAD, 61.4 FEET EAST OF A 24-INCH OAK TREE WITH A TRIANGULAR
 BK3077'BLAZE AND 97.4 FEET EAST NORTHEAST OF A 3-INCH ROUND WITNESS
 BK3077'POST AND SIGN.
 BK3077'
 BK3077'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, TOPSY NO.
 BK3077'2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK3077'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 18.3 FEET
 BK3077'SOUTHWEST OF A 9-INCH PINE TREE, 48.0 FEET SOUTH OF TRACK
 BK3077'ROAD, 93.4 FEET EAST OF A 3-INCH ROUND WITNESS POST AND SIGN.
 BK3077'
 BK3077'HEIGHT OF LIGHT ABOVE STATION MARK 33.925 METERS.
 BK3077
 BK3077                          STATION RECOVERY (1963)
 BK3077
 BK3077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HGL)
 BK3077'THE STATION, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BK3077'THE DESCRIPTION BY R.W.T. 1963, IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3281 ***********************************************************************
 AU3281  CBN         -  This is a Cooperative Base Network Control Station.
 AU3281  DESIGNATION -  TORI
 AU3281  PID         -  AU3281
 AU3281  STATE/COUNTY-  LA/LAFOURCHE
 AU3281  USGS QUAD   -  GRAY (1980)
 AU3281
 AU3281                         *CURRENT SURVEY CONTROL
 AU3281  ___________________________________________________________________
 AU3281* NAD 83(1992)-  29 44 52.82320(N)    090 49 36.11730(W)     ADJUSTED  
 AU3281* NAVD 88     -         2.4  **(meters)       8.   **(feet)  GPS OBS   
 AU3281  **This station is located in a subsidence area (see below).
 AU3281  ___________________________________________________________________
 AU3281  X           -     -79,962.822 (meters)                     COMP
 AU3281  Y           -  -5,541,573.021 (meters)                     COMP
 AU3281  Z           -   3,146,140.335 (meters)                     COMP
 AU3281  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU3281  ELLIP HEIGHT-         -23.35  (meters)          (02/12/02) GPS OBS
 AU3281  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AU3281
 AU3281  HORZ ORDER  -  B
 AU3281  ELLP ORDER  -  FOURTH    CLASS II
 AU3281
 AU3281.This mark is at Thibodaux Airport (LA37)
 AU3281
 AU3281.The horizontal coordinates were established by GPS observations
 AU3281.and adjusted by the National Geodetic Survey in September 1992..
 AU3281
 AU3281 ** The orthometric height has not been validated since last determined
 AU3281 ** by differential leveling and should not be used for control purposes.
 AU3281 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3281 ** area with valid NAVD 88 orthometric heights.
 AU3281 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3281 ** epoch indicated which incorporates improved geoid heights for the
 AU3281 ** Southern Louisiana Subsidence area.
 AU3281 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3281.The orthometric height was determined by GPS observations and a
 AU3281.high-resolution geoid model.
 AU3281
 AU3281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3281
 AU3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3281
 AU3281.The ellipsoidal height was determined by GPS observations
 AU3281.and is referenced to NAD 83.
 AU3281
 AU3281.The geoid height was determined by GEOID03.
 AU3281
 AU3281;                    North         East     Units Scale Factor Converg.
 AU3281;SPC LA S     -   138,443.159 1,049,002.943   MT  0.99993542   +0 15 12.0
 AU3281;SPC LA S     -   454,208.93  3,441,603.82   sFT  0.99993542   +0 15 12.0
 AU3281;UTM  15      - 3,292,841.297   710,163.144   MT  1.00014499   +1 04 43.5
 AU3281
 AU3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3281!SPC LA S     -   1.00000367  x   0.99993542  =   0.99993909
 AU3281!UTM  15      -   1.00000367  x   1.00014499  =   1.00014866
 AU3281
 AU3281:                Primary Azimuth Mark                     Grid Az
 AU3281:SPC LA S     -  LBLAB 22                                 010 03 44.5
 AU3281:UTM  15      -  LBLAB 22                                 009 14 13.0
 AU3281
 AU3281|---------------------------------------------------------------------|
 AU3281| PID    Reference Object                     Distance      Geod. Az  |
 AU3281|                                                           dddmmss.s |
 AU3281| AH6502 LBLAB 22                            APPROX. 0.6 KM 0101856.5 |
 AU3281| AH6501 LBLAB 21                            APPROX. 0.5 KM 1373734.4 |
 AU3281|---------------------------------------------------------------------|
 AU3281
 AU3281                          SUPERSEDED SURVEY CONTROL
 AU3281
 AU3281  ELLIP H (01/21/93)  -23.33   (m)                       GP(       ) 4 2
 AU3281  ELLIP H (09/10/92)  -23.33   (m)                       GP(       ) 4 1
 AU3281  NAD 83(1986)-  29 44 52.84809(N)    090 49 36.11824(W) AD(       ) 3
 AU3281  NAD 27      -  29 44 52.09374(N)    090 49 35.78398(W) AD(       ) 3
 AU3281  NGVD 29 (11/20/87)    2.7    (m)            9.     (f) GPS OBS        
 AU3281
 AU3281.Superseded values are not recommended for survey control.
 AU3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3281.See file dsdata.txt to determine how the superseded data were derived.
 AU3281
 AU3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1016392841(NAD 83)
 AU3281_MARKER: DS = TRIANGULATION STATION DISK
 AU3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3281_SP_SET: CONCRETE POST
 AU3281_STAMPING: TORI
 AU3281_MARK LOGO: LADTD 
 AU3281_PROJECTION: FLUSH
 AU3281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3281+STABILITY: SURFACE MOTION
 AU3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3281+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AU3281
 AU3281  HISTORY     - Date     Condition        Report By
 AU3281  HISTORY     - 1986     MONUMENTED       LADTD
 AU3281  HISTORY     - 1986     GOOD             LADTD
 AU3281  HISTORY     - 19870325 GOOD
 AU3281  HISTORY     - 19920130 GOOD             LADTD
 AU3281  HISTORY     - 19921105 GOOD             NOS
 AU3281  HISTORY     - 19930303 GOOD             NOS
 AU3281  HISTORY     - 19950103 GOOD             MPHI
 AU3281  HISTORY     - 19960125 GOOD             NGS
 AU3281  HISTORY     - 19960202 GOOD             NGS
 AU3281  HISTORY     - 20040729 GOOD             JCLS
 AU3281
 AU3281                          STATION DESCRIPTION
 AU3281
 AU3281'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 AU3281'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF THIBODAUX AND
 AU3281'1.1 KM (0.65 MI) WEST OF SCHRIEVER, AT THE THIBODAUX MUNICIPAL
 AU3281'AIRPORT. FOR ENTRANCE INTO THE AIRFIELD CONTACT MR. DAN VINCENT, AT
 AU3281'THE THIBODAUX MUNICIPAL AIRPORT, THIBODAUX, LA., 70302. TELEPHONE
 AU3281'504-447-3386.
 AU3281'OWNERSHIP--CITY OF THIBODAUX
 AU3281'
 AU3281'TO REACH THE STATION FROM THE POST OFFICE IN SCHRIEVER, GO NORTH
 AU3281'0.5 KM (0.3 MI) ALONG THE SERVICE ROAD TO THE JUNCTION OF STATE
 AU3281'HIGHWAYS 20 AND 24. TURN LEFT, WEST, FOR 1.1 KM (0.65 MI) ALONG
 AU3281'HIGHWAY 20 TO A PARISH ROAD NUMBER 29, THEN TURN RIGHT, NORTH,
 AU3281'ALONG THE PARISH ROAD FOR 0.6 KM (0.35 MI) TO A CROSSROADS. TURN
 AU3281'LEFT, WEST, FOR 0.2 KM (0.15 MI) TO A SHELL ROAD ON THE RIGHT AND
 AU3281'ENTRANCE TO AIRFIELD AND THE STATION ON LEFT.
 AU3281'
 AU3281'THE STATION IS A STANDARD NGS DISK
 AU3281'STAMPED---TORI 1986---,
 AU3281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3281'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3281'61.6 METERS (202 FT) WEST FROM THE SHELL ENTRANCE ROAD TO AIRPORT,
 AU3281'54.6 METERS (179 FT) WEST FROM A FENCE CORNER POST,
 AU3281'16.5 METERS (54 FT) NORTH FROM THE CENTER OF A BLACKTOP ROAD
 AU3281'PARALLEL TO THE RUNWAY,
 AU3281'4.4 METERS (14.5 FT) NORTHEAST FROM THE CENTER OF TWO BRACE POST IN
 AU3281'FENCE LINE, AND
 AU3281'4.3 METERS (14 FT) NORTH FROM A METAL WITNESS POST WITH SIGN
 AU3281'ATTACHED.
 AU3281'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3281'STAMPED---TORI 1986---,
 AU3281'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 AU3281'
 AU3281'DESCRIBED BY R. COPP. TYPED BY WJR.
 AU3281
 AU3281                          STATION RECOVERY (1986)
 AU3281
 AU3281'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 AU3281'RECOVERED IN GOOD CONDITION.
 AU3281
 AU3281                          STATION RECOVERY (1987)
 AU3281
 AU3281'RECOVERED 1987
 AU3281'RECOVERED IN GOOD CONDITION.
 AU3281
 AU3281                          STATION RECOVERY (1992)
 AU3281
 AU3281'RECOVERY NOTE BY LA TRANSP AND DEV 1992
 AU3281'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF THIBODAUX AND
 AU3281'0.65 MI (1.05 KM) WEST OF SCHRIEVER, AT THE THIBODAUX MUNICIPAL
 AU3281'AIRPORT, FOR ENTRANCE INTO THE AIRFIELD CONTACT MR. DAN VINCENT, AT
 AU3281'THE THIBODAUX MUNICIPAL AIRPORT, THIBODAUX, LA., 70302, TELEPHONE
 AU3281'504-447-3386.
 AU3281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 24, IN
 AU3281'THE SMALL VILLAGE OF SCHRIEVER, GO WEST FOR 0.65 MI (1.05 KM) ON
 AU3281'HIGHWAY 20 TO THE JUNCTION WITH NORTH MAIN PROJECT ROAD, TURN RIGHT
 AU3281'AND GO NORTH FOR 0.35 MI (0.56 KM) ON THE PARISH ROAD TO A
 AU3281'CROSSROADS, TURN LEFT AND GO WEST FOR 0.15 MI (0.24 KM) ON A BLACKTOP
 AU3281'ROAD TO THE JUNCTION WITH A SHELL ROAD ON THE RIGHT AND ENTRANCE TO
 AU3281'THE AIRFIELD AND STATION ON THE LEFT.
 AU3281'THE STATION IS 202.0 FT (61.6 M) WEST FROM THE SHELL ENTRANCE ROAD TO
 AU3281'THE AIRFIELD, 179.0 FT (54.6 M) WEST FROM A FENCE CORNER POST, 54.0
 AU3281'FT (16.5 M) NORTH FROM THE CENTER OF A BLACKTOP ROAD PARALLEL TO THE
 AU3281'RUNWAY, 14.5 FT (4.4 M) NORTHEAST FROM THE CENTER OF TWO BRACE POSTS
 AU3281'IN THE FENCE LINE, 14.0 FT (4.3 M) NORTH FROM A FOUR STRAND BARBED
 AU3281'WIRE FENCE, 14.0 FT (4.3 M) NORTH FROM A FIBERGLASS WITNESS POST,
 AU3281'14.0 FT (4.3 M) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED,
 AU3281'FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE RUNWAY.
 AU3281
 AU3281                          STATION RECOVERY (1992)
 AU3281
 AU3281'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AU3281'RECOVERED IN GOOD CONDITION.
 AU3281
 AU3281                          STATION RECOVERY (1993)
 AU3281
 AU3281'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AU3281'RECOVERED IN GOOD CONDITION.
 AU3281
 AU3281                          STATION RECOVERY (1995)
 AU3281
 AU3281'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU3281'RECOVERED AS DESCRIBED.
 AU3281
 AU3281                          STATION RECOVERY (1996)
 AU3281
 AU3281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AU3281'RECOVERED AS DESCRIBED.
 AU3281
 AU3281                          STATION RECOVERY (1996)
 AU3281
 AU3281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AU3281'RECOVERED AS DESCRIBED.
 AU3281
 AU3281                          STATION RECOVERY (2004)
 AU3281
 AU3281'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (JB)
 AU3281'ALL INFORMATION IN DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 AU3281'FOLLOWING...NEW CONTACT FOR ACCESS TO STATION AT THIBODAUX MUNICIPAL
 AU3281'AIRPORT IS BOB GIGLIO (504)447-6124. PLEASE CALL PRIOR TO ENTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3282 ***********************************************************************
 AU3282  DESIGNATION -  TORI AZ MK
 AU3282  PID         -  AU3282
 AU3282  STATE/COUNTY-  LA/LAFOURCHE
 AU3282  USGS QUAD   -  GRAY (1980)
 AU3282
 AU3282                         *CURRENT SURVEY CONTROL
 AU3282  ___________________________________________________________________
 AU3282* NAD 83(1992)-  29 44 50.03102(N)    090 50 06.25284(W)     ADJUSTED  
 AU3282* NAVD 88     -         1.7  **(meters)       6.   **(feet)  VERTCON   
 AU3282  **This station is located in a subsidence area (see below).
 AU3282  ___________________________________________________________________
 AU3282  X           -     -80,773.062 (meters)                     COMP
 AU3282  Y           -  -5,541,603.152 (meters)                     COMP
 AU3282  Z           -   3,146,065.244 (meters)                     COMP
 AU3282  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU3282  ELLIP HEIGHT-         -24.25  (meters)          (01/02/04) GPS OBS
 AU3282  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AU3282
 AU3282  HORZ ORDER  -  THIRD
 AU3282  ELLP ORDER  -  FOURTH    CLASS II
 AU3282
 AU3282.This mark is at Thibodaux Airport (LA37)
 AU3282
 AU3282.The horizontal coordinates were established by GPS observations
 AU3282.and adjusted by the National Geodetic Survey in January 1993..
 AU3282
 AU3282 ** The orthometric height has not been validated since last determined
 AU3282 ** by differential leveling and should not be used for control purposes.
 AU3282 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3282 ** area with valid NAVD 88 orthometric heights.
 AU3282 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3282 ** epoch indicated which incorporates improved geoid heights for the
 AU3282 ** Southern Louisiana Subsidence area.
 AU3282 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3282
 AU3282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3282
 AU3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3282
 AU3282.The ellipsoidal height was determined by GPS observations
 AU3282.and is referenced to NAD 83.
 AU3282
 AU3282.The geoid height was determined by GEOID03.
 AU3282
 AU3282;                    North         East     Units Scale Factor Converg.
 AU3282;SPC LA S     -   138,353.640 1,048,193.659   MT  0.99993548   +0 14 56.9
 AU3282;SPC LA S     -   453,915.23  3,438,948.70   sFT  0.99993548   +0 14 56.9
 AU3282;UTM  15      - 3,292,740.109   709,355.066   MT  1.00014081   +1 04 28.5
 AU3282
 AU3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3282!SPC LA S     -   1.00000381  x   0.99993548  =   0.99993929
 AU3282!UTM  15      -   1.00000381  x   1.00014081  =   1.00014462
 AU3282
 AU3282                          SUPERSEDED SURVEY CONTROL
 AU3282
 AU3282  ELLIP H (01/21/93)  -24.23   (m)                       GP(       ) 4 2
 AU3282  NAD 83(1986)-  29 44 50.05619(N)    090 50 06.25390(W) AD(       ) 3
 AU3282  NAD 27      -  29 44 49.30160(N)    090 50 05.91869(W) AD(       ) 3
 AU3282  NGVD 29 (11/20/87)    1.8    (m)            6.     (f) GPS OBS        
 AU3282
 AU3282.Superseded values are not recommended for survey control.
 AU3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3282.See file dsdata.txt to determine how the superseded data were derived.
 AU3282
 AU3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0935592740(NAD 83)
 AU3282_MARKER: DZ = AZIMUTH MARK DISK
 AU3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3282_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3282+STABILITY: SURFACE MOTION
 AU3282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3282+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1987
 AU3282
 AU3282  HISTORY     - Date     Condition        Report By
 AU3282  HISTORY     - 1986     MONUMENTED       LADTD
 AU3282  HISTORY     - 19870326 GOOD
 AU3282
 AU3282                          STATION DESCRIPTION
 AU3282
 AU3282'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 AU3282'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF THIBODAUX AND
 AU3282'1.1 KM (0.65 MI) WEST OF SCHRIEVER, AT THE THIBODAUX MUNICIPAL
 AU3282'AIRPORT. FOR ENTRANCE INTO THE AIRFIELD CONTACT MR. DAN VINCENT, AT
 AU3282'THE TRIBODAUX MUNICIPAL AIRPORT, THIBODAUX, LA., 70302. TELEPHONE
 AU3282'504-447-3386.
 AU3282'OWNERSHIP--CITY OF THIBODAUX.
 AU3282'
 AU3282'TO REACH THE STATION FROM THE POST OFFICE IN SCHRIEVER, GO NORTH
 AU3282'0.5 KM (0.3 MI) ALONG THE SERVICE ROAD TO THE JUNCTION OF STATE
 AU3282'HIGHWAYS 20 AND 24. TURN LEFT, WEST, FOR 1.1 KM (0.65 MI) ALONG
 AU3282'HIGHWAY 20 TO A PARISH ROAD NUMBER 29, THEN TURN RIGHT, NORTH,
 AU3282'ALONG THE PARISH ROAD FOR 0.6 KM (0.35 MI) TO A CROSSROADS. TURN
 AU3282'LEFT, WEST, FOR 0.2 KM (0.15 MI) TO A SHELL ROAD ON THE RIGHT,
 AU3282'ENTRANCE TO THE AIRPORT AND STATION TORI ON THE LEFT SIDE OF
 AU3282'ENTRANCE ROAD. THEN LEFT, WEST, ALONG THE SOUTH BOUNDARY FENCE LINE
 AU3282'FOR 0.9 KM (0.55 MI) TO THE STATION.
 AU3282'
 AU3282'THE STATION IS A STANDARD NGS DISK
 AU3282'STAMPED---TORI 1986---,
 AU3282'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3282'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3282'24.7 METERS (81 FT) SOUTH FROM THE SOUTH EDGE OF AIRPORT RUNWAY,
 AU3282'15.4 METERS (50.5 FT) NORTHEAST FROM THE CENTER OF TWO BRACE POST
 AU3282'IN THE FENCE LINE,
 AU3282'9.5 METERS (31 FT) NORTH FROM A METAL WITNESS POST WITH SIGN
 AU3282'ATTACHED AND,
 AU3282'5.8 METERS (19 FT) SOUTH FROM THE CENTER OF DRAINAGE DITCH ON SOUTH
 AU3282'SIDE OF RUNWAY.
 AU3282'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3282'STAMPED---TORI 1986---,
 AU3282'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 AU3282'
 AU3282'DESCRIBED BY R. COPP. TYPED BY WJR.
 AU3282
 AU3282                          STATION RECOVERY (1987)
 AU3282
 AU3282'RECOVERED 1987
 AU3282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5225 ***********************************************************************
 BJ5225  DESIGNATION -  TORRAS
 BJ5225  PID         -  BJ5225
 BJ5225  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5225  USGS QUAD   -  INNIS (1994)
 BJ5225
 BJ5225                         *CURRENT SURVEY CONTROL
 BJ5225  ___________________________________________________________________
 BJ5225* NAD 83(1992)-  30 59 23.51493(N)    091 40 45.60952(W)     ADJUSTED  
 BJ5225* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 BJ5225  ___________________________________________________________________
 BJ5225  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ5225  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ5225
 BJ5225  HORZ ORDER  -  FIRST
 BJ5225
 BJ5225.The horizontal coordinates were established by classical geodetic methods
 BJ5225.and adjusted by the National Geodetic Survey in January 1993..
 BJ5225
 BJ5225.The orthometric height was scaled from a topographic map.
 BJ5225
 BJ5225.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5225
 BJ5225.The geoid height was determined by GEOID03.
 BJ5225
 BJ5225;                    North         East     Units Scale Factor Converg.
 BJ5225;SPC LA S     -   276,050.887   966,949.367   MT  1.00007449   -0 10 22.8
 BJ5225;SPC LA S     -   905,676.95  3,172,399.71   sFT  1.00007449   -0 10 22.8
 BJ5225;SPC MS W     -   165,930.775   571,438.247   MT  1.00015381   -0 41 35.3
 BJ5225;SPC MS W     -   544,391.22  1,874,793.65   sFT  1.00015381   -0 41 35.3
 BJ5225;SPC LA N     -    54,612.572 1,078,387.961   MT  1.00004479   +0 26 02.0
 BJ5225;SPC LA N     -   179,174.75  3,538,011.17   sFT  1.00004479   +0 26 02.0
 BJ5225;UTM  15      - 3,429,227.100   626,097.209   MT  0.99979614   +0 40 48.3
 BJ5225
 BJ5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5225!SPC LA S     -   1.00000112  x   1.00007449  =   1.00007561
 BJ5225!SPC MS W     -   1.00000112  x   1.00015381  =   1.00015493
 BJ5225!SPC LA N     -   1.00000112  x   1.00004479  =   1.00004591
 BJ5225!UTM  15      -   1.00000112  x   0.99979614  =   0.99979726
 BJ5225
 BJ5225:                Primary Azimuth Mark                     Grid Az
 BJ5225:SPC LA S     -  LETTSWORTH E 1930                        223 13 50.1
 BJ5225:SPC MS W     -  LETTSWORTH E 1930                        223 45 02.6
 BJ5225:SPC LA N     -  LETTSWORTH E 1930                        222 37 25.3
 BJ5225:UTM  15      -  LETTSWORTH E 1930                        222 22 39.0
 BJ5225
 BJ5225|---------------------------------------------------------------------|
 BJ5225| PID    Reference Object                     Distance      Geod. Az  |
 BJ5225|                                                           dddmmss.s |
 BJ5225| BJ5230 LETTSWORTH E 1930                   APPROX. 1.2 KM 2230327.3 |
 BJ5225| CW1557 TORRAS RM                            42.960 METERS 22808     |
 BJ5225| BJ5226 TORRAS                              159.004 METERS 24031     |
 BJ5225| BJ5224 MOREAN                               10.042 METERS 29625     |
 BJ5225|---------------------------------------------------------------------|
 BJ5225
 BJ5225                          SUPERSEDED SURVEY CONTROL
 BJ5225
 BJ5225  NAD 83(1986)-  30 59 23.53206(N)    091 40 45.60375(W) AD(       ) 1
 BJ5225  NAD 27      -  30 59 22.88746(N)    091 40 45.17771(W) AD(       ) 1
 BJ5225
 BJ5225.Superseded values are not recommended for survey control.
 BJ5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5225.See file dsdata.txt to determine how the superseded data were derived.
 BJ5225
 BJ5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2609729227(NAD 83)
 BJ5225_MARKER: DS = TRIANGULATION STATION DISK
 BJ5225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5225
 BJ5225  HISTORY     - Date     Condition        Report By
 BJ5225  HISTORY     - 1919     MONUMENTED       CGS
 BJ5225  HISTORY     - 1935     GOOD             CGS
 BJ5225  HISTORY     - 1936     GOOD             LAGS
 BJ5225  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ5225
 BJ5225                          STATION DESCRIPTION
 BJ5225
 BJ5225'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BJ5225'IN TOP OF LEVEE, 3-1/2 TELEGRAPH POLES E OF RAILWAY STATION AT
 BJ5225'TORRAS, 6.2 METERS (20 FEET) N OF CENTER LINE OF TEXAS AND
 BJ5225'PACIFIC RAILWAY TRACK, AND 3 RAILS E OF CONCRETE CULVERT OVER
 BJ5225'WAGON ROAD.
 BJ5225'
 BJ5225'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ5225'DISKS SET IN CONCRETE.
 BJ5225'
 BJ5225'REFERENCE MARK IS 42.96 METERS (140.94 FEET) FROM STATION
 BJ5225'S 48 DEG 07 MIN W.
 BJ5225
 BJ5225                          STATION RECOVERY (1935)
 BJ5225
 BJ5225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BJ5225'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 BJ5225'MARK (1919) RECOVERED IN GOOD CONDITION.  STATION DISK STAMPED
 BJ5225'TORRAS 1919.
 BJ5225'
 BJ5225'REFERENCE MARK NO. 1 (1930) IS A STANDARD BRONZE DISK SET IN
 BJ5225'CONCRETE PIER, (REFERENCE MARK NO. 1 FOR STATION MOREAN 1930)
 BJ5225'AT THE SE CORNER OF MAIN STREET AND THROUGH HIGHWAY, 41 FEET
 BJ5225'SE OF CENTER LINE OF MAIN STREET, 38 FEET SW OF CENTER LINE
 BJ5225'OF HIGHWAY, 139 FEET SE OF SE CORNER OF RAILROAD BRIDGE OVER
 BJ5225'HIGHWAY, 147 FEET SE OF NEAR RAIL OF TEXAS AND PACIFIC RAILROAD
 BJ5225'AND 69.5 METERS (228 FEET) FROM STATION S 18 DEG 06 MIN E.
 BJ5225'IT IS STAMPED MOREAN 1930.
 BJ5225'
 BJ5225'REFERENCE MARK NO. 2 (1919) IS A STANDARD BRONZE DISK SET IN
 BJ5225'A CONCRETE PIER AT GROUND SURFACE, ON N SIDE OF TEXAS AND
 BJ5225'PACIFIC RAILROAD, 35 FEET W OF CENTER OF N-S HIGHWAY ALONG NE
 BJ5225'SIDE OF WIRE FENCE, AND JUST E OF THE 3RD POST E OF THE
 BJ5225'CORNER AND 42.96 METERS (140.94 FEET) FROM STATION
 BJ5225'S 48 DEG 07 MIN W.
 BJ5225'
 BJ5225'REFERENCE MARK NO. 3 (1930) IS TRIANGULATION STATION MOREAN
 BJ5225'1930.  IT IS 10.04 METERS (32.9 FEET) FROM STATION
 BJ5225'N 63 DEG 34 MIN W. IT IS STAMPED MOREAN 1930.
 BJ5225
 BJ5225                          STATION RECOVERY (1936)
 BJ5225
 BJ5225'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ5225'STATION DESCRIPTION IS GENERALLY CORRECT.  STATION IS 108
 BJ5225'FEET E OF CENTER OF OVERPASS, NOT 3-1/2 RAILS E OF CONCRETE
 BJ5225'CULVERT OVER WAGON ROAD.
 BJ5225'
 BJ5225'REFERENCE MARKS WERE NOT RECOVERED.
 BJ5225'
 BJ5225'STATION MOREAN IS 32.9 FEET WNW OF STATION.
 BJ5225'
 BJ5225'P.B.M. TORRAS IS ABOUT 500 FEET W OF STATION, IN SE CORNER OF
 BJ5225'SCHOOLYARD.
 BJ5225
 BJ5225                          STATION RECOVERY (1957)
 BJ5225
 BJ5225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5225'THE STATION WAS SEARCHED FOR BUT NOT FOUND, THE R.R. HAS BEEN
 BJ5225'DISMANTLED, AND THE LEVEE HAS HAD ABOUT 7 FEET OF FILL ADDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5226 ***********************************************************************
 BJ5226  DESIGNATION -  TORRAS
 BJ5226  PID         -  BJ5226
 BJ5226  STATE/COUNTY-  LA/POINTE COUPEE
 BJ5226  USGS QUAD   -  INNIS (1994)
 BJ5226
 BJ5226                         *CURRENT SURVEY CONTROL
 BJ5226  ___________________________________________________________________
 BJ5226* NAD 83(1992)-  30 59 20.97420(N)    091 40 50.82657(W)     ADJUSTED  
 BJ5226* NAVD 88     -        15.17   (+/-2cm)      49.8    (feet)  VERTCON   
 BJ5226  ___________________________________________________________________
 BJ5226  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BJ5226  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ5226
 BJ5226  HORZ ORDER  -  SECOND
 BJ5226  VERT ORDER  -  THIRD ? (See Below)
 BJ5226
 BJ5226.The horizontal coordinates were established by classical geodetic methods
 BJ5226.and adjusted by the National Geodetic Survey in May 1994..
 BJ5226
 BJ5226.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5226.The vertical order pertains to the NGVD 29 superseded value.
 BJ5226
 BJ5226.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5226
 BJ5226.The geoid height was determined by GEOID03.
 BJ5226
 BJ5226;                    North         East     Units Scale Factor Converg.
 BJ5226;SPC LA S     -   275,973.054   966,810.702   MT  1.00007428   -0 10 25.4
 BJ5226;SPC LA S     -   905,421.59  3,171,944.78   sFT  1.00007428   -0 10 25.4
 BJ5226;SPC MS W     -   165,854.197   571,298.871   MT  1.00015425   -0 41 37.9
 BJ5226;SPC MS W     -   544,139.98  1,874,336.38   sFT  1.00015425   -0 41 37.9
 BJ5226;SPC LA N     -    54,533.276 1,078,250.133   MT  1.00004498   +0 25 59.2
 BJ5226;SPC LA N     -   178,914.59  3,537,558.98   sFT  1.00004498   +0 25 59.2
 BJ5226;UTM  15      - 3,429,147.233   625,959.757   MT  0.99979571   +0 40 45.6
 BJ5226
 BJ5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5226!SPC LA S     -   1.00000188  x   1.00007428  =   1.00007616
 BJ5226!SPC MS W     -   1.00000188  x   1.00015425  =   1.00015613
 BJ5226!SPC LA N     -   1.00000188  x   1.00004498  =   1.00004686
 BJ5226!UTM  15      -   1.00000188  x   0.99979571  =   0.99979759
 BJ5226
 BJ5226                          SUPERSEDED SURVEY CONTROL
 BJ5226
 BJ5226  NAD 83(1992)-  30 59 20.97420(N)    091 40 50.82657(W) AD(       ) 2
 BJ5226  NAD 83(1986)-  30 59 20.99149(N)    091 40 50.82052(W) AD(       ) 2
 BJ5226  NAD 27      -  30 59 20.34659(N)    091 40 50.39461(W) AD(       ) 2
 BJ5226  NGVD 29 (07/19/86)   15.15   (m)           49.7    (f) LEVELING    3  
 BJ5226
 BJ5226.Superseded values are not recommended for survey control.
 BJ5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5226.See file dsdata.txt to determine how the superseded data were derived.
 BJ5226
 BJ5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2596029147(NAD 83)
 BJ5226_MARKER: I = METAL ROD
 BJ5226_SETTING: 0 = UNSPECIFIED SETTING
 BJ5226
 BJ5226  HISTORY     - Date     Condition        Report By
 BJ5226  HISTORY     - 1929     MONUMENTED       CGS
 BJ5226  HISTORY     - 1957     GOOD             CGS
 BJ5226  HISTORY     - 1964     GOOD             USGS
 BJ5226  HISTORY     - 1977     GOOD             NGS
 BJ5226
 BJ5226                          STATION DESCRIPTION
 BJ5226
 BJ5226'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ5226'ON LEFT BANK OF OLD RIVER, IN NE CORNER OF FIELD OWNED BY J.T.
 BJ5226'PHILLIPS AND ADJOINING TORRAS SCHOOL, 30.8 METERS (101 FEET)
 BJ5226'NW OF NW CORNER OF SCHOOL, 53.0 METERS (174 FEET) DOWN RIVER
 BJ5226'FROM CENTER LINE OF RAILROAD, AND 1 METER (3 FEET) FROM EACH
 BJ5226'FENCE LINE.
 BJ5226'
 BJ5226'STATION MARK IS TILE AND PIPE, PROJECTING 10 INCHES.
 BJ5226'
 BJ5226'STATION MOREAN IS 153.60 METERS (503.9 FEET) FROM STATION
 BJ5226'N 57 DEG 25 MIN E.
 BJ5226
 BJ5226                          STATION RECOVERY (1957)
 BJ5226
 BJ5226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ5226'STATION RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE WITH
 BJ5226'THE FOLLOWING EXCEPTIONS--
 BJ5226'
 BJ5226'THE SCHOOL MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 BJ5226'RAZED, AND THE RAILROAD HAS BEEN DISMANTLED BUT RAILROAD BED
 BJ5226'STILL REMAINS.
 BJ5226
 BJ5226                          STATION RECOVERY (1964)
 BJ5226
 BJ5226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 BJ5226'REVISED DESCRIPTION--TORRAS LOCATED AT TORRAS, LA. T. 1 S.,
 BJ5226'R 8 E..  NEAR THE CENTER OF THE NW 1/4 OF SEC. 3.  156 FT. NW
 BJ5226'PARALLEL WITH LEVEE.  517 FT. SW NORMAL TO LEVEE OR PARALLEL WITH
 BJ5226'ABANDONED RAILROAD GRADE FROM INTERSECTION OF LEVEE AND
 BJ5226'ABANDONED RAILROAD GRADE.  ON EAST EDGE OF A CULTIVATED FIELD.
 BJ5226'ABOUT 20 FT. W. OF BORROW PIT.  STA. MK. IS PIPE PROJECTING
 BJ5226'10 IN.  STAMPED PBM TORRAS 1929.
 BJ5226
 BJ5226                          STATION RECOVERY (1977)
 BJ5226
 BJ5226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ5226'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 BJ5226'NEW DESCRIPTION FOLLOWS.
 BJ5226'
 BJ5226'THE STATION IS ABOUT 7 MILES EAST OF SIMMESPORT, 4 MILES
 BJ5226'NORTH-NORTHEAST OF LETTSWORTH, AND ON PROPERTY OWNED BY
 BJ5226'PHILLIPS PLANTING COMPANY OF 1500 NATIONAL BANK AND COMMERCIAL
 BJ5226'BANK BUILDING, NEW ORLEANS, LOUISIANA 70153.
 BJ5226'
 BJ5226'TO REACH THE STATION FROM THE POST OFFICE IN LETTSWORTH, WHICH
 BJ5226'IS ABOUT 7 MILES SOUTHEAST OF SIMMESPORT, GO NORTHWEST ON STATE
 BJ5226'HIGHWAY 1 FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAYS 1,
 BJ5226'970, AND 15.  TURN RIGHT AND GO NORTHERLY ON STATE HIGHWAY 15
 BJ5226'AND 970 FOR 2.65 MILES TO THE JUNCTION OF STATE HIGHWAYS 970
 BJ5226'AND 15.  CONTINUE NORTHERLY ON STATE HIGHWAY 15 FOR 2.3 MILES
 BJ5226'TO THE JUNCTION OF STATE HIGHWAY 418.  TURN RIGHT AND GO EAST
 BJ5226'ON STATE HIGHWAY 418 FOR 0.45 MILE TO SOME OLD FARM HOUSES ON
 BJ5226'THE RIGHT.  FROM HERE, PACK SOUTH ACROSS FENCE AND CULTIVATED
 BJ5226'FIELD, BETWEEN FARM HOUSES, FOR ABOUT 300 FEET TO THE MARK.
 BJ5226'
 BJ5226'STATION MARK, STAMPED---PBM TORRAS 1929---, IS A U.S. ENGINEERS
 BJ5226'DISK BOLTED TO THE TOP OF A 5-INCH IRON PIPE THAT IS PROJECTING
 BJ5226'18 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 300 FEET SOUTH
 BJ5226'OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BJ5226'
 BJ5226'AN ELECTRONIC DISTANCE TRAVERSE WAS MADE TO TRIANGULATION
 BJ5226'STATION CARMEL, THE DISTANCE BEING 150.260 METERS.
 BJ5226'
 BJ5226'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0003 ***********************************************************************
 BJ0003  DESIGNATION -  TORRAS BOLT
 BJ0003  PID         -  BJ0003
 BJ0003  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0003  USGS QUAD   -  INNIS (1994)
 BJ0003
 BJ0003                         *CURRENT SURVEY CONTROL
 BJ0003  ___________________________________________________________________
 BJ0003* NAD 83(1986)-  30 59 21.     (N)    091 40 51.     (W)     SCALED    
 BJ0003* NAVD 88     -        13.812  (meters)      45.31   (feet)  ADJUSTED  
 BJ0003  ___________________________________________________________________
 BJ0003  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0003  DYNAMIC HT  -          13.794 (meters)      45.26  (feet)  COMP
 BJ0003  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 BJ0003
 BJ0003  VERT ORDER  -  FIRST     CLASS I
 BJ0003
 BJ0003.The horizontal coordinates were scaled from a topographic map and have
 BJ0003.an estimated accuracy of +/- 6 seconds.
 BJ0003
 BJ0003.The orthometric height was determined by differential leveling
 BJ0003.and adjusted by the National Geodetic Survey in February 1994..
 BJ0003
 BJ0003.The geoid height was determined by GEOID03.
 BJ0003
 BJ0003.The dynamic height is computed by dividing the NAVD 88
 BJ0003.geopotential number by the normal gravity value computed on the
 BJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0003.degrees latitude (g = 980.6199 gals.).
 BJ0003
 BJ0003.The modeled gravity was interpolated from observed gravity values.
 BJ0003
 BJ0003;                    North         East    Units  Estimated Accuracy
 BJ0003;SPC LA S     -   275,970.      966,810.      MT  (+/- 180 meters Scaled)
 BJ0003
 BJ0003                          SUPERSEDED SURVEY CONTROL
 BJ0003
 BJ0003  NAVD 88 (06/15/91)   13.838  (m)           45.40   (f) UNKNOWN     1 1
 BJ0003  NGVD 29 (??/??/??)   13.794  (m)           45.26   (f) ADJUSTED    1 1
 BJ0003
 BJ0003.Superseded values are not recommended for survey control.
 BJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0003.See file dsdata.txt to determine how the superseded data were derived.
 BJ0003
 BJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ259291(NAD 83)
 BJ0003_MARKER: B = BOLT
 BJ0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0003_STAMPING: PBM TORRAS 1929
 BJ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0003
 BJ0003  HISTORY     - Date     Condition        Report By
 BJ0003  HISTORY     - 1929     MONUMENTED       DOD
 BJ0003  HISTORY     - 1964     GOOD             CGS
 BJ0003  HISTORY     - 1966     GOOD             CGS
 BJ0003  HISTORY     - 1976     GOOD             NGS
 BJ0003  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BJ0003
 BJ0003                          STATION DESCRIPTION
 BJ0003
 BJ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0003'0.2 MI S FROM TORRAS.
 BJ0003'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD 418 FROM THE MT. CARMEL CHURCH
 BJ0003'AT TORRAS, 0.1 MILE NORTHWEST OF A STORE, ABOUT 0.1 MILE SOUTHWEST OF
 BJ0003'BENCH MARK B 208 1964, IN A CULTIVATED FIELD, 175 FEET WEST OF THE
 BJ0003'CENTER LINE OF AN OLD RAILROAD FILL, 1.5 FEET SOUTHEAST OF A WOODEN
 BJ0003'WITNESS POST, A COPPER BOLT SET IN CONCRETE ABOUT 2 1/2 FEET BELOW THE
 BJ0003'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BJ0003'BEARING A CAP WHICH PROJECTS 16 INCHES.
 BJ0003
 BJ0003                          STATION RECOVERY (1966)
 BJ0003
 BJ0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ0003'RECOVERED IN GOOD CONDITION.
 BJ0003
 BJ0003                          STATION RECOVERY (1976)
 BJ0003
 BJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0003'0.4 MILE SOUTH ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF STATE
 BJ0003'HIGHWAY 15 AT TORRAS, 0.1 MILE SOUTHWEST OF BENCH MARK B 208, 175 FT
 BJ0003'NORTHWEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 398 FT SOUTH
 BJ0003'WEST OF THE CENTER LINE OF THE HIGHWAY, 120 FT NORTHWEST OF A FENCE,
 BJ0003'IN THE SOUTHEAST SIDE OF A CULTIVATED FIELD, A COPPER BOLT SET IN
 BJ0003'CONCRETE ABOUT 2.5 FT BELOW THE LEVEL OF THE GROUND, ACCESS IS HAD
 BJ0003'THROUGH A 4 INCH PIPE AND CAP AND PROJECTS 16 INCHES.
 BJ0003
 BJ0003                          STATION RECOVERY (2005)
 BJ0003
 BJ0003'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2600 ***********************************************************************
 BJ2600  DESIGNATION -  TORRAS CAP
 BJ2600  PID         -  BJ2600
 BJ2600  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2600  USGS QUAD   -  INNIS (1994)
 BJ2600
 BJ2600                         *CURRENT SURVEY CONTROL
 BJ2600  ___________________________________________________________________
 BJ2600* NAD 83(1986)-  30 59 21.     (N)    091 40 50.     (W)     SCALED    
 BJ2600* NAVD 88     -        15.04   (+/-2cm)      49.3    (feet)  VERTCON   
 BJ2600  ___________________________________________________________________
 BJ2600  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ2600
 BJ2600  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2600
 BJ2600.The horizontal coordinates were scaled from a topographic map and have
 BJ2600.an estimated accuracy of +/- 6 seconds.
 BJ2600
 BJ2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2600.The vertical order pertains to the NGVD 29 superseded value.
 BJ2600
 BJ2600.The geoid height was determined by GEOID03.
 BJ2600
 BJ2600;                    North         East    Units  Estimated Accuracy
 BJ2600;SPC LA S     -   275,970.      966,830.      MT  (+/- 180 meters Scaled)
 BJ2600
 BJ2600                          SUPERSEDED SURVEY CONTROL
 BJ2600
 BJ2600  NGVD 29 (??/??/??)   15.017  (m)           49.27   (f) ADJUSTED    1 2
 BJ2600
 BJ2600.Superseded values are not recommended for survey control.
 BJ2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2600.See file dsdata.txt to determine how the superseded data were derived.
 BJ2600
 BJ2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ259291(NAD 83)
 BJ2600_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2600_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2600_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2600_STAMPING: PBM TORRAS 1929
 BJ2600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2600
 BJ2600  HISTORY     - Date     Condition        Report By
 BJ2600  HISTORY     - 1929     MONUMENTED       DOD
 BJ2600  HISTORY     - 1964     GOOD             CGS
 BJ2600  HISTORY     - 1966     GOOD             CGS
 BJ2600  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BJ2600
 BJ2600                          STATION DESCRIPTION
 BJ2600
 BJ2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2600'0.2 MI S FROM TORRAS.
 BJ2600'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD 418 FROM THE MT. CARMEL CHURCH
 BJ2600'AT TORRAS, 0.1 MILE NORTHWEST OF A STORE, ABOUT 0.1 MILE SOUTHWEST OF
 BJ2600'BENCH MARK B 208 1934, IN A CULTIVATED FIELD, 175 FEET WEST OF THE
 BJ2600'CENTER LINE OF AN OLD RAILROAD FILL, 1.5 FEET SOUTHEAST OF A WOODEN
 BJ2600'WITNESS POST, A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 16
 BJ2600'INCHES.
 BJ2600
 BJ2600                          STATION RECOVERY (1966)
 BJ2600
 BJ2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ2600'RECOVERED IN GOOD CONDITION.
 BJ2600
 BJ2600                          STATION RECOVERY (2005)
 BJ2600
 BJ2600'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ2600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2672 ***********************************************************************
 BK2672  DESIGNATION -  TOUREAU
 BK2672  PID         -  BK2672
 BK2672  STATE/COUNTY-  LA/EVANGELINE
 BK2672  USGS QUAD   -  LONE PINE (1992)
 BK2672
 BK2672                         *CURRENT SURVEY CONTROL
 BK2672  ___________________________________________________________________
 BK2672* NAD 83(1992)-  30 52 37.70345(N)    092 20 11.16709(W)     ADJUSTED  
 BK2672* NAVD 88     -        40.7    (meters)     134.     (feet)  VERTCON   
 BK2672  ___________________________________________________________________
 BK2672  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BK2672  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2672
 BK2672  HORZ ORDER  -  FIRST
 BK2672
 BK2672.The horizontal coordinates were established by classical geodetic methods
 BK2672.and adjusted by the National Geodetic Survey in January 1993..
 BK2672
 BK2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2672
 BK2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2672
 BK2672.The geoid height was determined by GEOID03.
 BK2672
 BK2672;                    North         East     Units Scale Factor Converg.
 BK2672;SPC LA S     -   263,922.453   904,074.034   MT  1.00004247   -0 30 05.6
 BK2672;SPC LA S     -   865,885.58  2,966,116.23   sFT  1.00004247   -0 30 05.6
 BK2672;UTM  15      - 3,416,174.577   563,429.656   MT  0.99964963   +0 20 26.0
 BK2672
 BK2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2672!SPC LA S     -   0.99999787  x   1.00004247  =   1.00004034
 BK2672!UTM  15      -   0.99999787  x   0.99964963  =   0.99964750
 BK2672
 BK2672:                Primary Azimuth Mark                     Grid Az
 BK2672:SPC LA S     -  ST LANDRY CENLA MW KKC 693               117 17 00.8
 BK2672:UTM  15      -  ST LANDRY CENLA MW KKC 693               116 26 29.2
 BK2672
 BK2672|---------------------------------------------------------------------|
 BK2672| PID    Reference Object                     Distance      Geod. Az  |
 BK2672|                                                           dddmmss.s |
 BK2672| BK2674 ST LANDRY CENLA MW KKC 693          APPROX. 8.2 KM 1164655.2 |
 BK2672| CW1558 TOUREAU RM 1                         37.021 METERS 16120     |
 BK2672| BK2675 CHICOT                              APPROX.10.1 KM 1810223.7 |
 BK2672| BK2678 PINE PRAIRIE MUN TANK               APPROX.13.8 KM 2174420.0 |
 BK2672| CW1559 TOUREAU RM 2                         29.336 METERS 28212     |
 BK2672| BK2673 TURKEY CREEK ATT MW KLV 52           42.259 METERS 30606     |
 BK2672|---------------------------------------------------------------------|
 BK2672
 BK2672                          SUPERSEDED SURVEY CONTROL
 BK2672
 BK2672  NAD 83(1986)-  30 52 37.72366(N)    092 20 11.16086(W) AD(       ) 1
 BK2672  NAD 27      -  30 52 37.02155(N)    092 20 10.69085(W) AD(       ) 1
 BK2672  NGVD 29 (07/19/86)   40.7    (m)          134.     (f) VERT ANG       
 BK2672
 BK2672.Superseded values are not recommended for survey control.
 BK2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2672.See file dsdata.txt to determine how the superseded data were derived.
 BK2672
 BK2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6343016175(NAD 83)
 BK2672_MARKER: DS = TRIANGULATION STATION DISK
 BK2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2672
 BK2672  HISTORY     - Date     Condition        Report By
 BK2672  HISTORY     - 1969     MONUMENTED       CGS
 BK2672
 BK2672                          STATION DESCRIPTION
 BK2672
 BK2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2672'THE STATION IS ABOUT 4-1/2 MILES NORTH OF BAYOU CHICOT,
 BK2672'4-1/2 MILES EAST OF TURKEY CREEK AND ON PROPERTY OF THE
 BK2672'AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 BK2672'
 BK2672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 BK2672'AND STATE HIGHWAY 106 IN BAYOU CHICOT, GO NORTHERLY ON
 BK2672'HIGHWAY 167 FOR 1.0 MILE TO A GRAVELLED SIDE ROAD ON
 BK2672'THE RIGHT.  TURN RIGHT FOR ABOUT 100 FEET TO A FORK, TAKE THE
 BK2672'LEFT FORK, CROSSING OVER A CATTLE GUARD AND GO NORTHERLY ON
 BK2672'GRAVELLED ROAD FOR 0.7 MILE TO A CROSSROADS.  CONTINUE NORTHERLY
 BK2672'FOR 3.1 MILE TO THE STATION ON THE LEFT AT A MICROWAVE TOWER.
 BK2672'
 BK2672'STATION MARK IS A STANDARD DISK, STAMPED TOUREAU 1969, SET
 BK2672'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2672'IS FLUSH WITH THE GROUND, 71.5 FEET SOUTHEAST OF THE
 BK2672'SOUTHEAST CORNER OF A CONCRETE BUILDING NEAR THE MICROWAVE
 BK2672'TOWER, 15.4 FEET SOUTH OF A FENCE, 106.0 FEET WEST OF THE
 BK2672'CENTERLINE OF A GRAVELLED ROAD AND 2.4 FEET SOUTHEAST OF A
 BK2672'WITNESS POST.  A TRAVERSE CONNECTION COULD NOT BE MADE TO
 BK2672'THE MICROWAVE TOWER DUE TO A BUILDING ON LINE.
 BK2672'
 BK2672'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TOUREAU NO 1
 BK2672'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK2672'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 129.0 FEET SOUTH OF
 BK2672'THE FENCE, 58.0 FEET WEST OF THE CENTER LINE OF THE
 BK2672'GRAVELLED ROAD, 8.5 FEET SOUTHWEST OF A GROUP OF THREE MAPLE
 BK2672'TREES, 5.5 FEET WEST OF A 20-INCH PINE TREE AND ABOUT THE
 BK2672'SAME IN ELEVATION AS THE STATION.
 BK2672'
 BK2672'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TOUREAU NO 2
 BK2672'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT
 BK2672'THAT PROJECTS 6 INCHES.  IT IS 38.5 FEET SOUTHWEST OF THE
 BK2672'SOUTHWEST CORNER OF THE CONCRETE BUILDING, 202.0 FEET WEST
 BK2672'OF THE CENTERLINE OF THE GRAVELLED ROAD, 1.0 FEET SOUTH OF
 BK2672'THE FENCE AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 BK2672'
 BK2672'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 BK2672'
 BK2672'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE
 BK2672'TO TREES AND BRUSH ON LINE.
 BK2672'
 BK2672'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2399 ***********************************************************************
 AU2399  DESIGNATION -  TOW 1933
 AU2399  PID         -  AU2399
 AU2399  STATE/COUNTY-  LA/ST MARY
 AU2399  USGS QUAD   -  BELLE ISLE (1994)
 AU2399
 AU2399                         *CURRENT SURVEY CONTROL
 AU2399  ___________________________________________________________________
 AU2399* NAD 83(1992)-  29 35 42.27719(N)    091 24 28.72698(W)     ADJUSTED  
 AU2399* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2399  **This station is located in a subsidence area (see below).
 AU2399  ___________________________________________________________________
 AU2399  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2399  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AU2399
 AU2399  HORZ ORDER  -  THIRD
 AU2399
 AU2399.The horizontal coordinates were established by classical geodetic methods
 AU2399.and adjusted by the National Geodetic Survey in January 1993..
 AU2399
 AU2399 ** The orthometric height has not been validated since last determined
 AU2399 ** by differential leveling and should not be used for control purposes.
 AU2399 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2399 ** area with valid NAVD 88 orthometric heights.
 AU2399 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2399 ** epoch indicated which incorporates improved geoid heights for the
 AU2399 ** Southern Louisiana Subsidence area.
 AU2399 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2399.The orthometric height was scaled from a topographic map.
 AU2399
 AU2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2399
 AU2399.The geoid height was determined by GEOID03.
 AU2399
 AU2399;                    North         East     Units Scale Factor Converg.
 AU2399;SPC LA S     -   121,386.401   992,768.946   MT  0.99995066   -0 02 14.4
 AU2399;SPC LA S     -   398,248.55  3,257,109.45   sFT  0.99995066   -0 02 14.4
 AU2399;UTM  15      - 3,274,976.003   654,176.431   MT  0.99989330   +0 47 11.0
 AU2399
 AU2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2399!SPC LA S     -   1.00000384  x   0.99995066  =   0.99995450
 AU2399!UTM  15      -   1.00000384  x   0.99989330  =   0.99989714
 AU2399
 AU2399                          SUPERSEDED SURVEY CONTROL
 AU2399
 AU2399  NAD 83(1986)-  29 35 42.29995(N)    091 24 28.72500(W) AD(       ) 3
 AU2399  NAD 27      -  29 35 41.53500(N)    091 24 28.32700(W) AD(       ) 3
 AU2399
 AU2399.Superseded values are not recommended for survey control.
 AU2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2399.See file dsdata.txt to determine how the superseded data were derived.
 AU2399
 AU2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5417674976(NAD 83)
 AU2399_MARKER: DS = TRIANGULATION STATION DISK
 AU2399_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2399_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2399
 AU2399  HISTORY     - Date     Condition        Report By
 AU2399  HISTORY     - 1933     MONUMENTED       CGS
 AU2399  HISTORY     - 1948     GOOD             CGS
 AU2399  HISTORY     - 1954     GOOD             ATRECO
 AU2399  HISTORY     - 1966     POOR             CGS
 AU2399
 AU2399                          STATION DESCRIPTION
 AU2399
 AU2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2399'STATION IS ON THE E SHORE OF WAX LAKE JUST S OF LITTLE WAX
 AU2399'BAYOU, 40 METERS (130 FEET) FROM THE SHORE OF THE LAKE AND
 AU2399'75 METERS (250 FEET) FROM THE S SHORE OF THE BAYOU.  THE
 AU2399'SECTION AROUND THIS STATION IS HEAVILY OVERGROWN WITH HIGH
 AU2399'MATTED GRASS.
 AU2399'
 AU2399'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 AU2399'CONCRETE AT THE CENTER OF THE OF A TILE WHICH IS FASTENED
 AU2399'BY MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE
 AU2399'DRIVEN INTO THE MARSH.
 AU2399'
 AU2399'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AU2399'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2399'PILE DRIVEN INTO THE MARSH, AND IS 12.487 METERS (40.97 FEET)
 AU2399'FROM THE STATION N 69 DEG E.
 AU2399'
 AU2399'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 AU2399'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2399'PILE DRIVEN INTO THE MARSH, AND IS 15.245 METERS (50.02 FEET)
 AU2399'FROM THE STATION S 16 DEG E.
 AU2399'
 AU2399'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU2399
 AU2399                          STATION RECOVERY (1948)
 AU2399
 AU2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2399'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AU2399'THE STATION IS ON THE E SIDE OF WAX LAKE, ON THE NW SIDE
 AU2399'OF THE FIRST PROMINENT POINT OF LAND, S OF A LONG NARROW
 AU2399'SPIT THAT EXTENDS INTO THE LAKE ON THE S SIDE OF LITTLE
 AU2399'WAX BAYOU.  THE STATION IS NOW 18 METERS W OF AND 16 METERS
 AU2399'S OF THE SHORELINE OF WAX LAKE.
 AU2399'
 AU2399'DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS 20.62
 AU2399'METERS.
 AU2399
 AU2399                          STATION RECOVERY (1954)
 AU2399
 AU2399'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1954 (RAW)
 AU2399'STATION WAS RECOVERED AND FOUND TO BE ABOUT 30 FT. E OF THE
 AU2399'SHORE OF WAX LAKE, AND ABOUT 50 FT. S OF A WASHED-OUT COVE
 AU2399'WHICH IS S OF THE MOUTH OF LITTLE WAX BAYOU.
 AU2399
 AU2399                          STATION RECOVERY (1966)
 AU2399
 AU2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2399'STATION AND REFERENCE MARK 1 WAS RECOVERED IN POOR CONDITION.
 AU2399'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.  STATION MARK
 AU2399'IS ABOUT 20 FEET OFFSHORE IN ABOUT 2 FEET OF WATER AND VERY
 AU2399'UNSTABLE.  REFERENCE MARK 1 IS ABOUT 6 FEET OUT IN THE WATER AND
 AU2399'IS ABOUT 2 INCHES BELOW THE SURFACE OF THE WATER.  A METAL
 AU2399'WITNESS POST WAS SET AT THIS MARK.
 AU2399'
 AU2399'STATION IS ON THE EAST SIDE OF WAX LAKE, ON THE NORTHWEST
 AU2399'SIDE OF THE FIRST PROMINENT POINT JUST SOUTH OF WHERE LITTLE
 AU2399'WAX BAYOU RUNS INTO WAX LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2717 ***********************************************************************
 BX2717  DESIGNATION -  TOWER
 BX2717  PID         -  BX2717
 BX2717  STATE/COUNTY-  LA/RAPIDES
 BX2717  USGS QUAD   -  WOODWORTH WEST (1993)
 BX2717
 BX2717                         *CURRENT SURVEY CONTROL
 BX2717  ___________________________________________________________________
 BX2717* NAD 83(1992)-  31 10 53.07161(N)    092 33 15.10374(W)     ADJUSTED  
 BX2717* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 BX2717  ___________________________________________________________________
 BX2717  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BX2717  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BX2717
 BX2717  HORZ ORDER  -  FIRST
 BX2717
 BX2717.The horizontal coordinates were established by classical geodetic methods
 BX2717.and adjusted by the National Geodetic Survey in January 1993..
 BX2717
 BX2717.The orthometric height was scaled from a topographic map.
 BX2717
 BX2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2717
 BX2717.The geoid height was determined by GEOID03.
 BX2717
 BX2717;                    North         East     Units Scale Factor Converg.
 BX2717;SPC LA N     -    75,554.087   994,833.942   MT  0.99999669   -0 01 43.2
 BX2717;SPC LA N     -   247,880.37  3,263,884.36   sFT  0.99999669   -0 01 43.2
 BX2717;UTM  15      - 3,449,792.429   542,478.621   MT  0.99962226   +0 13 50.9
 BX2717
 BX2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2717!SPC LA N     -   0.99999508  x   0.99999669  =   0.99999177
 BX2717!UTM  15      -   0.99999508  x   0.99962226  =   0.99961734
 BX2717
 BX2717:                Primary Azimuth Mark                     Grid Az
 BX2717:SPC LA N     -  GUARANTY                                 035 51 22.2
 BX2717:UTM  15      -  GUARANTY                                 035 35 48.1
 BX2717
 BX2717|---------------------------------------------------------------------|
 BX2717| PID    Reference Object                     Distance      Geod. Az  |
 BX2717|                                                           dddmmss.s |
 BX2717| BX2656 GUARANTY                            APPROX.17.8 KM 0354939.0 |
 BX2717| CY5733 TOWER RM 1                           52.555 METERS 05944     |
 BX2717| BX2623 WOODWORTH STATE FIRE TWR            APPROX. 9.1 KM 1211538.5 |
 BX2717| CY5734 TOWER RM 2                           52.510 METERS 18754     |
 BX2717| BX2718 WOODWORTH FEDERAL FIRE TOWER        447.801 METERS 2802353.4 |
 BX2717| BX2716 LONE OIL DERRICK NW GARDNER TR      APPROX. 6.7 KM 3010302.6 |
 BX2717|---------------------------------------------------------------------|
 BX2717
 BX2717                          SUPERSEDED SURVEY CONTROL
 BX2717
 BX2717  NAD 83(1986)-  31 10 53.09040(N)    092 33 15.09899(W) AD(       ) 1
 BX2717  NAD 27      -  31 10 52.42195(N)    092 33 14.59612(W) AD(       ) 1
 BX2717
 BX2717.Superseded values are not recommended for survey control.
 BX2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2717.See file dsdata.txt to determine how the superseded data were derived.
 BX2717
 BX2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4247949792(NAD 83)
 BX2717_MARKER: DS = TRIANGULATION STATION DISK
 BX2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2717
 BX2717  HISTORY     - Date     Condition        Report By
 BX2717  HISTORY     - 1934     MONUMENTED       CGS
 BX2717  HISTORY     - 1959     GOOD             CGS
 BX2717  HISTORY     - 19990424 GOOD             USPSQD
 BX2717
 BX2717                          STATION DESCRIPTION
 BX2717
 BX2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2717'STATION IS LOCATED ABOUT 11 MILES SW OF ALEXANDRIA, 4-1/2 MILES
 BX2717'NW OF WOODWORTH, IN NE 1/4 SEC. 3, T 2 N, R 2 W, ON U.S. FOREST
 BX2717'RESERVATION.  MARK IS 1/4 MILE E OF E FIRE TOWER, 45 FEET S
 BX2717'OF CENTER LINE OF NEW GRADED DIRT ROAD.
 BX2717'
 BX2717'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2717'BRONZE DISKS SET IN CONCRETE.
 BX2717'
 BX2717'REFERENCE MARK NO. 1 IS NW OF STATION 52.555 METERS (172.42
 BX2717'FEET), 9 METERS N OF CENTER LINE OF DIRT ROAD.
 BX2717'
 BX2717'REFERENCE MARK NO. 2 IS S OF STATION 52.510 METERS (172.28
 BX2717'FEET).
 BX2717'
 BX2717'AZIMUTH MARK IS 0.3 MILE W OF STATION IN CENTER OF E FIRE
 BX2717'TOWER.
 BX2717'
 BX2717'TO REACH FROM ALEXANDRIA, GO S ON HIGHWAY 71, 9 MILES TO CHAMBERS
 BX2717'STATION, HERE TURN RIGHT ON GRAVELED ROAD AND GO 1.8 MILES
 BX2717'TO FORK, CONTINUE STRAIGHT AHEAD ACROSS BRIDGE, AND FOLLOW
 BX2717'MAIN-TRAVELED ROAD 4.8 MILES TO JUNCTION WITH NEW PAVED ROAD
 BX2717'IN WOODWORTH.  CONTINUE STRAIGHT AHEAD 0.2 MILE TO WHITE CHURCH,
 BX2717'GRADED ROAD W AND N.  FOLLOW THIS ROAD THROUGH WOODS TURNING
 BX2717'RIGHT AT MAIN FORKS AT 0.25 AND 0.35 MILE, TO NEW C.C.C. MOTOR
 BX2717'WAY.  CONTINUE ON MOTOR WAY 1.6 MILES TO INTERSECTION OF
 BX2717'ANOTHER MOTOR WAY, HERE TURN W AND FOLLOW 0.65 MILE TO
 BX2717'STATION.
 BX2717'
 BX2717'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BX2717
 BX2717                          STATION RECOVERY (1959)
 BX2717
 BX2717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BX2717'THE STATION WAS VISITED 9-24-59 AND ALL THE MARKS WERE FOUND
 BX2717'IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 BX2717'STATION DUE TO A DENSE GROWTH OF TREES.  A RADIO MAST HAS BEEN
 BX2717'ERECTED ABOUT 226 FEET NORTHEAST OF THE STATION.  REFERENCE
 BX2717'MARK NO. 1 WAS STATED AS BEING NORTHWEST OF THE STATION IN THE
 BX2717'1934 DESCRIPTION, THIS MARK IS NORTHEAST OF THE STATION.  A NEW
 BX2717'DESCRIPTION FOLLOWS--
 BX2717'
 BX2717'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF ALEXANDRIA,
 BX2717'4 MILES NORTHWEST OF WOODWORTH, ON LAND OWNED BY THE U.S.
 BX2717'GOVERNMENT, IN THE NORTHEAST QUARTER OF SEC. 3, T 2 N, R 2 W.,
 BX2717'AND ABOUT 0.25 MILE SOUTHEAST OF A FIRE TOWER.  IT IS 52 FEET
 BX2717'SOUTH OF THE CENTERLINE OF A DIRT ROAD WHERE THE ROAD BEARS
 BX2717'NORTH AND ALSO AT THE WEST POINT OF A TRIANGLE FORMED BY ROADS
 BX2717'WITH THE RADIO MAST IN THE CENTER OF THE TRIANGLE, 226 FEET
 BX2717'SOUTHWEST OF THE CENTER OF THE RADIO MAST, 14.5 FEET SOUTHEAST
 BX2717'OF A 12-INCH PINE TREE, 26 FEET EAST OF A 12-INCH PINE TREE
 BX2717'AND 1 FOOT SOUTH OF A METAL WITNESS POST BEARING A WHITE
 BX2717'SIGN.  IT IS A STANDARD DISK, STAMPED TOWER 1934, PROJECTING 8
 BX2717'INCHES.
 BX2717'
 BX2717'REFERENCE MARK NO. 1 IS 172.42 FEET NORTHEAST OF THE STATION,
 BX2717'75 FEET SOUTH OF THE CENTER OF THE RADIO MAST, 28 FEET NORTH
 BX2717'OF THE CENTER OF A DIM DIRT ROAD WHICH FORMS THE SOUTH LEG OF
 BX2717'THE TRIANGLE FORMED BY ROADS, AND 166 FEET SOUTHWEST OF THE
 BX2717'CENTER OF THE ROAD EAST OF THE RADIO MAST.  IT IS A STANDARD
 BX2717'DISK, STAMPED TOWER NO 1 1934, PROJECTING 8 INCHES.  THE ENTIRE
 BX2717'MARK IS PAINTED YELLOW.
 BX2717'
 BX2717'REFERENCE MARK NO. 2 IS 172.28 FEET SOUTH-SOUTHWEST OF THE
 BX2717'STATION, ON THE TOP OF THE CENTER OF A SMALL HOGBACK RUNNING
 BX2717'SOUTHWEST FROM THE STATION.  IT IS ABOUT 6 FEET LOWER THAN THE
 BX2717'STATION.  IT IS A STANDARD DISK, STAMPED TOWER NO 2 1934,
 BX2717'PROJECTING 8 INCHES.
 BX2717'
 BX2717'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION, UNDER
 BX2717'AND IN THE CENTER OF THE WOODWORTH FIRE TOWER (FEDERAL), IT
 BX2717'IS 180 FEET WEST OF THE CENTER OF A DIRT ROAD AND ON THE HIGHEST
 BX2717'PART OF THE HILL.  IT IS A STANDARD DISK, STAMPED TOWER NO 2
 BX2717'1934, PROJECTING 6 INCHES.
 BX2717'
 BX2717'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE SOUTHWEST
 BX2717'EDGE OF ALEXANDRIA GO SOUTH ON U.S. HIGHWAY 165 FOR 9.0 MILES
 BX2717'TO A SIDE ROAD RIGHT AT WOODWORTH, TURN RIGHT AND GO WEST FOR
 BX2717'0.2 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 3.5
 BX2717'MILES TO A CROSS ROAD AT THE TOP OF A HILL, CONTINUE NORTHWEST
 BX2717'ON MAIN ROAD FOR 0.35 MILE TO A FORK, TAKE LEFT FORK AND GO
 BX2717'0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE
 BX2717'TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT AND THE
 BX2717'RADIO MAST STRAIGHT AHEAD.
 BX2717'
 BX2717'TO REACH THE AZIMUTH MARK GO WEST FOR 0.1 MILE TO T ROAD,
 BX2717'TURN RIGHT AND GO NORTHWEST FOR 0.2 MILE TO THE TOP OF THE HILL
 BX2717'AND THE AZIMUTH MARK ON THE LEFT.
 BX2717
 BX2717                          STATION RECOVERY (1999)
 BX2717
 BX2717'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0508 ***********************************************************************
 AT0508  DESIGNATION -  TOWER 23
 AT0508  PID         -  AT0508
 AT0508  STATE/COUNTY-  LA/PLAQUEMINES
 AT0508  USGS QUAD   -  BURRWOOD BAYOU EAST (1971)
 AT0508
 AT0508                         *CURRENT SURVEY CONTROL
 AT0508  ___________________________________________________________________
 AT0508* NAD 83(1986)-  28 58 22.     (N)    089 22 23.     (W)     SCALED    
 AT0508* NAVD 88     -         2.12   (+/-2cm)       7.0    (feet)  VERTCON   
 AT0508  ___________________________________________________________________
 AT0508  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AT0508
 AT0508  VERT ORDER  -  THIRD (See Below)
 AT0508
 AT0508.The horizontal coordinates were scaled from a topographic map and have
 AT0508.an estimated accuracy of +/- 6 seconds.
 AT0508
 AT0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0508.The vertical order pertains to the NGVD 29 superseded value.
 AT0508
 AT0508.The geoid height was determined by GEOID03.
 AT0508
 AT0508;                    North         East    Units  Estimated Accuracy
 AT0508;SPC LA S     -    54,040.    1,191,060.      MT  (+/- 180 meters Scaled)
 AT0508
 AT0508                          SUPERSEDED SURVEY CONTROL
 AT0508
 AT0508  NGVD 29 (??/??/??)    2.19   (m)            7.2    (f) RESET       3  
 AT0508
 AT0508.Superseded values are not recommended for survey control.
 AT0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0508.See file dsdata.txt to determine how the superseded data were derived.
 AT0508
 AT0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT687072(NAD 83)
 AT0508_MARKER: DD = SURVEY DISK
 AT0508_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0508_SP_SET: 47 FEET
 AT0508_STAMPING: TOWER 23 1976
 AT0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0508
 AT0508  HISTORY     - Date     Condition        Report By
 AT0508  HISTORY     - 1976     MONUMENTED       USE
 AT0508  HISTORY     - 1976     GOOD             NGS
 AT0508
 AT0508                          STATION DESCRIPTION
 AT0508
 AT0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0508'0.6 MI NE FROM BURRWOOD.
 AT0508'LOCATED 0.8 MILES NORTHEAST AND ACROSS THE PASS FROM THE OLD LIGHT
 AT0508'HOUSE AT BURRWOOD OR 14.7 MILES SOUTHWEST ALONG SOUTHWEST PASS FROM
 AT0508'THE HEAD OF THE PASSES, UNDER THE CENTER OF TOWER NO. 23, 310 FEET
 AT0508'LANDSIDE FROM THE TOP OF THE BANK, AND 18 FEET NORTH OF A DIRT
 AT0508'RETAINING DIKE.  IT IS AN NGS DISK BRAZED ON A COPPERWELD ROD DRIVEN
 AT0508'INTO THE GROUND TO A DEPTH OF 47 FEET, ENCASED IN A 4-INCH PLASTIC
 AT0508'PIPE PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0515 ***********************************************************************
 AT0515  DESIGNATION -  TOWER 25
 AT0515  PID         -  AT0515
 AT0515  STATE/COUNTY-  LA/PLAQUEMINES
 AT0515  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0515
 AT0515                         *CURRENT SURVEY CONTROL
 AT0515  ___________________________________________________________________
 AT0515* NAD 83(1986)-  28 56 46.     (N)    089 23 41.     (W)     SCALED    
 AT0515* NAVD 88     -         3.19   (+/-2cm)      10.5    (feet)  VERTCON   
 AT0515  ___________________________________________________________________
 AT0515  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AT0515
 AT0515  VERT ORDER  -  SECOND    CLASS I (See Below)
 AT0515
 AT0515.The horizontal coordinates were scaled from a topographic map and have
 AT0515.an estimated accuracy of +/- 6 seconds.
 AT0515
 AT0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0515.The vertical order pertains to the NGVD 29 superseded value.
 AT0515
 AT0515.The geoid height was determined by GEOID03.
 AT0515
 AT0515;                    North         East    Units  Estimated Accuracy
 AT0515;SPC LA S     -    51,050.    1,189,000.      MT  (+/- 180 meters Scaled)
 AT0515
 AT0515                          SUPERSEDED SURVEY CONTROL
 AT0515
 AT0515  NGVD 29 (??/??/??)    3.246  (m)           10.65   (f) ADJUSTED    2 1
 AT0515
 AT0515.Superseded values are not recommended for survey control.
 AT0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0515.See file dsdata.txt to determine how the superseded data were derived.
 AT0515
 AT0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT665043(NAD 83)
 AT0515_MARKER: DD = SURVEY DISK
 AT0515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0515_SP_SET: 52 FEET
 AT0515_STAMPING: TOWER 25 1976
 AT0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0515
 AT0515  HISTORY     - Date     Condition        Report By
 AT0515  HISTORY     - 1976     MONUMENTED       USE
 AT0515  HISTORY     - 1976     GOOD             NGS
 AT0515  HISTORY     - 1977     GOOD             NGS
 AT0515
 AT0515                          STATION DESCRIPTION
 AT0515
 AT0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0515'1.5 MI SE FROM BURRWOOD.
 AT0515'LOCATED ABOUT 1.5 MILES SOUTHEAST OF THE OLD LIGHTHOUSE AT BURRWOOD
 AT0515'10.5 MILES SOUTHWEST ALONG SOUTHWEST PASS FROM THE HEAD OF THE PASSES,
 AT0515'ON THE SOUTHEAST BANK OF SOUTHWEST PASS DIRECTLY UNDER TOWER NO. 25,
 AT0515'ABOUT 200 FEET LANDSIDE OF THE TOP OF THE BANK AND 146 FEET LANDSIDE
 AT0515'OF A SAND RETAINING DISK.  IT IS AN NGS DISK BRAZED ON A COPPERWELD
 AT0515'ROD DRIVEN TO THE DEPTH OF 52 FEET ENCASED IN A 4-INCH PLASTIC PIPE
 AT0515'PROJECTING 3 FEET.
 AT0515
 AT0515                          STATION RECOVERY (1977)
 AT0515
 AT0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AT0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2827 ***********************************************************************
 AU2827  DESIGNATION -  TOWER USE 1966
 AU2827  PID         -  AU2827
 AU2827  STATE/COUNTY-  LA/JEFFERSON
 AU2827  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2827
 AU2827                         *CURRENT SURVEY CONTROL
 AU2827  ___________________________________________________________________
 AU2827* NAD 83(1992)-  29 34 59.78648(N)    090 03 45.52916(W)     ADJUSTED  
 AU2827* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2827  **This station is located in a subsidence area (see below).
 AU2827  ___________________________________________________________________
 AU2827  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AU2827  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AU2827
 AU2827  HORZ ORDER  -  SECOND
 AU2827
 AU2827.The horizontal coordinates were established by classical geodetic methods
 AU2827.and adjusted by the National Geodetic Survey in January 1993..
 AU2827
 AU2827 ** The orthometric height has not been validated since last determined
 AU2827 ** by differential leveling and should not be used for control purposes.
 AU2827 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2827 ** area with valid NAVD 88 orthometric heights.
 AU2827 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2827 ** epoch indicated which incorporates improved geoid heights for the
 AU2827 ** Southern Louisiana Subsidence area.
 AU2827 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2827.The orthometric height was scaled from a topographic map.
 AU2827
 AU2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2827
 AU2827.The geoid height was determined by GEOID03.
 AU2827
 AU2827;                    North         East     Units Scale Factor Converg.
 AU2827;SPC LA S     -   120,758.368 1,123,104.385   MT  0.99995213   +0 38 07.3
 AU2827;SPC LA S     -   396,188.08  3,684,718.30   sFT  0.99995213   +0 38 07.3
 AU2827;UTM  15      - 3,276,213.022   784,541.396   MT  1.00059912   +1 27 04.0
 AU2827;UTM  16      - 3,276,527.205   203,315.531   MT  1.00068623   -1 30 47.2
 AU2827
 AU2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2827!SPC LA S     -   1.00000361  x   0.99995213  =   0.99995574
 AU2827!UTM  15      -   1.00000361  x   1.00059912  =   1.00060273
 AU2827!UTM  16      -   1.00000361  x   1.00068623  =   1.00068984
 AU2827
 AU2827                          SUPERSEDED SURVEY CONTROL
 AU2827
 AU2827  NAD 83(1986)-  29 34 59.80093(N)    090 03 45.53392(W) AD(       ) 2
 AU2827  NAD 27      -  29 34 59.02874(N)    090 03 45.26926(W) AD(       ) 2
 AU2827
 AU2827.Superseded values are not recommended for survey control.
 AU2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2827.See file dsdata.txt to determine how the superseded data were derived.
 AU2827
 AU2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8454176213(NAD 83)
 AU2827_MARKER: DD = SURVEY DISK
 AU2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU2827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2827+STABILITY: SURFACE MOTION
 AU2827
 AU2827  HISTORY     - Date     Condition        Report By
 AU2827  HISTORY     - 1966     MONUMENTED       USE
 AU2827
 AU2827                          STATION DESCRIPTION
 AU2827
 AU2827'DESCRIBED BY US ENGINEERS 1966 (LMC)
 AU2827'STATION IS ABOUT 11 MILES WEST OF HERMITAGE, 8-1/2 MILES
 AU2827'SOUTHWEST OF MYRTLE GROVE, 8 MILES SOUTH OF LAFITTE, 0.1 MILE
 AU2827'WEST OF THE BARATARIA WATERWAY AND AT THE TEXACO LAFITTE FIELD
 AU2827'OIL COMPANY CAMP.
 AU2827'
 AU2827'THE STATION IS A U.S. CORPS OF ENGINEERS SURVEY DISK STAMPED
 AU2827'TOWER, IS SET IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE
 AU2827'MONUMENT WHICH PROJECTS 12 INCHES.  IT IS 22 FEET SOUTH OF
 AU2827'A TELEPHONE POLE AND 16.5 FEET EAST OF A WOODEN WALK.
 AU2827'
 AU2827'A TRAVERSE TIE WAS MADE TO TRIANGULATION STATION TEXACO THE
 AU2827'DISTANCE BEING (157.68 FEET) OR 48.0606 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3324 ***********************************************************************
 AU3324  DESIGNATION -  TOWN HALL
 AU3324  PID         -  AU3324
 AU3324  STATE/COUNTY-  LA/JEFFERSON
 AU3324  USGS QUAD   -  BARATARIA (1973)
 AU3324
 AU3324                         *CURRENT SURVEY CONTROL
 AU3324  ___________________________________________________________________
 AU3324* NAD 83(1992)-  29 44 04.93322(N)    090 07 32.77084(W)     ADJUSTED  
 AU3324* NAVD 88     -         1.0  **(meters)       3.   **(feet)  VERTCON   
 AU3324  **This station is located in a subsidence area (see below).
 AU3324  ___________________________________________________________________
 AU3324  X           -     -12,167.139 (meters)                     COMP
 AU3324  Y           -  -5,542,866.900 (meters)                     COMP
 AU3324  Z           -   3,144,859.325 (meters)                     COMP
 AU3324  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU3324  ELLIP HEIGHT-         -24.70  (meters)          (09/30/02) GPS OBS
 AU3324  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AU3324
 AU3324  HORZ ORDER  -  FIRST
 AU3324  ELLP ORDER  -  FOURTH    CLASS II
 AU3324
 AU3324.The horizontal coordinates were established by GPS observations
 AU3324.and adjusted by the National Geodetic Survey in January 1993..
 AU3324
 AU3324 ** The orthometric height has not been validated since last determined
 AU3324 ** by differential leveling and should not be used for control purposes.
 AU3324 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3324 ** area with valid NAVD 88 orthometric heights.
 AU3324 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3324 ** epoch indicated which incorporates improved geoid heights for the
 AU3324 ** Southern Louisiana Subsidence area.
 AU3324 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3324
 AU3324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3324
 AU3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3324
 AU3324.The ellipsoidal height was determined by GPS observations
 AU3324.and is referenced to NAD 83.
 AU3324
 AU3324.The geoid height was determined by GEOID03.
 AU3324
 AU3324;                    North         East     Units Scale Factor Converg.
 AU3324;SPC LA S     -   137,475.842 1,116,812.400   MT  0.99993647   +0 36 13.7
 AU3324;SPC LA S     -   451,035.32  3,664,075.35   sFT  0.99993647   +0 36 13.7
 AU3324;UTM  15      - 3,292,849.341   778,006.896   MT  1.00055372   +1 25 35.4
 AU3324
 AU3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3324!SPC LA S     -   1.00000388  x   0.99993647  =   0.99994035
 AU3324!UTM  15      -   1.00000388  x   1.00055372  =   1.00055760
 AU3324
 AU3324                          SUPERSEDED SURVEY CONTROL
 AU3324
 AU3324  ELLIP H (01/21/93)  -24.69   (m)                       GP(       ) 4 2
 AU3324  NAD 83(1986)-  29 44 04.94953(N)    090 07 32.77451(W) AD(       ) 1
 AU3324  NAD 27      -  29 44 04.19341(N)    090 07 32.50459(W) AD(       ) 1
 AU3324  NGVD 29 (05/20/88)    1.1    (m)            4.     (f) GPS OBS        
 AU3324
 AU3324.Superseded values are not recommended for survey control.
 AU3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3324.See file dsdata.txt to determine how the superseded data were derived.
 AU3324
 AU3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7800792849(NAD 83)
 AU3324_MARKER: DS = TRIANGULATION STATION DISK
 AU3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3324_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3324+STABILITY: SURFACE MOTION
 AU3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3324+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AU3324
 AU3324  HISTORY     - Date     Condition        Report By
 AU3324  HISTORY     - 1987     MONUMENTED       LADTD
 AU3324
 AU3324                          STATION DESCRIPTION
 AU3324
 AU3324'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3324'THE STATION IS LOCATED IN THE VILLAGE OF JEAN LAFITTE NEAR THE TOWN
 AU3324'HALL.
 AU3324'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU3324'
 AU3324'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 302
 AU3324'IN JEAN LAFITTE, GO NORTHWEST FOR 0.06 KM (0.05 MI) ON HIGHWAY 45
 AU3324'TO THE STATION ON THE LEFT.
 AU3324'
 AU3324'THE STATION IS A STANDARD NGS DISK
 AU3324'STAMPED---TOWN HALL JPW 1987---,
 AU3324'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3324'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 AU3324'13.7 METERS (45 FT) NORTHWEST FROM THE EDGE OF THE SOUTHEAST EDGE
 AU3324'OF THE NORTH PARKING LOT ENTRANCE,
 AU3324'7.9 METERS (25.9 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, AND
 AU3324'0.7 METERS (2.3 FT) NORTHEAST FROM THE PARKING LOT CURB.
 AU3324'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3324'STAMPED---TOWN HALL JPW 1987---,
 AU3324'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3281 ***********************************************************************
 BJ3281  DESIGNATION -  TPI LADH
 BJ3281  PID         -  BJ3281
 BJ3281  STATE/COUNTY-  LA/ST TAMMANY
 BJ3281  USGS QUAD   -  MARTINVILLE (1983)
 BJ3281
 BJ3281                         *CURRENT SURVEY CONTROL
 BJ3281  ___________________________________________________________________
 BJ3281* NAD 83(1992)-  30 31 50.54200(N)    090 07 44.98473(W)     ADJUSTED  
 BJ3281* NAVD 88     -        15.341  (meters)      50.33   (feet)  ADJUSTED  
 BJ3281  ___________________________________________________________________
 BJ3281  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ3281  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ3281  DYNAMIC HT  -          15.322 (meters)      50.27  (feet)  COMP
 BJ3281  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ3281
 BJ3281  HORZ ORDER  -  SECOND
 BJ3281  VERT ORDER  -  SECOND    CLASS I
 BJ3281
 BJ3281.The horizontal coordinates were established by classical geodetic methods
 BJ3281.and adjusted by the National Geodetic Survey in January 1993..
 BJ3281
 BJ3281.The orthometric height was determined by differential leveling
 BJ3281.and adjusted by the National Geodetic Survey in February 1994..
 BJ3281
 BJ3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3281
 BJ3281.The geoid height was determined by GEOID03.
 BJ3281
 BJ3281.The dynamic height is computed by dividing the NAVD 88
 BJ3281.geopotential number by the normal gravity value computed on the
 BJ3281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3281.degrees latitude (g = 980.6199 gals.).
 BJ3281
 BJ3281.The modeled gravity was interpolated from observed gravity values.
 BJ3281
 BJ3281;                    North         East     Units Scale Factor Converg.
 BJ3281;SPC LA S     -   225,702.508 1,115,557.006   MT  0.99996837   +0 36 07.6
 BJ3281;SPC LA S     -   740,492.31  3,659,956.61   sFT  0.99996837   +0 36 07.6
 BJ3281;UTM  15      - 3,381,101.799   775,456.693   MT  1.00053615   +1 27 33.5
 BJ3281
 BJ3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3281!SPC LA S     -   1.00000184  x   0.99996837  =   0.99997021
 BJ3281!UTM  15      -   1.00000184  x   1.00053615  =   1.00053799
 BJ3281
 BJ3281                          SUPERSEDED SURVEY CONTROL
 BJ3281
 BJ3281  NAD 83(1986)-  30 31 50.55587(N)    090 07 44.98139(W) AD(       ) 2
 BJ3281  NGVD 29 (09/03/91)   15.34   (m)           50.3    (f) LEVELING    3  
 BJ3281
 BJ3281.Superseded values are not recommended for survey control.
 BJ3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3281.See file dsdata.txt to determine how the superseded data were derived.
 BJ3281
 BJ3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7545781102(NAD 83)
 BJ3281_MARKER: I = METAL ROD
 BJ3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3281_SP_SET: CONCRETE POST
 BJ3281_MARK LOGO: NONE  
 BJ3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3281+STABILITY: SURFACE MOTION
 BJ3281
 BJ3281  HISTORY     - Date     Condition        Report By
 BJ3281  HISTORY     - 1979     MONUMENTED       LADTD
 BJ3281  HISTORY     - 1982     GOOD             LADTD
 BJ3281
 BJ3281                          STATION DESCRIPTION
 BJ3281
 BJ3281'DESCRIBED BY LA TRANSP AND DEV 1979 (TLH)
 BJ3281'THE STATION MARK IS ABOUT 20.3 CM (8-INCHES) BELOW THE GROUND SURFACE
 BJ3281'WHICH IT IS A 7/8-INCH METAL ROD EMBEDDED IN CEMENT WITH A PUNCH MARK
 BJ3281'IN THE CENTER OF THE ROD.
 BJ3281'
 BJ3281'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 18, T6S,
 BJ3281'R10E.--OWNERSHIP THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3281'DEVELOPMENT.
 BJ3281'
 BJ3281'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 190 AND STATE
 BJ3281'HIGHWAY 25 IN NORTH COVINGTON, DRIVE NORTH ALONG HIGHWAY 25 FOR 3.7
 BJ3281'KM (2.3 MILES) TO THE STATION MARK ON THE RIGHT AND NORTH OF A GRAVEL
 BJ3281'DRIVE.
 BJ3281'
 BJ3281'66.5  20.3   N  A RIGHT-OF-WAY MARKER
 BJ3281'
 BJ3281'49.5  15.1   S  A 26-INCH MAGNOLIA TREE
 BJ3281'
 BJ3281'49    14.9   W  THE CENTER OF A BOARD GATE
 BJ3281'
 BJ3281'17    5.2    NE THE CENTER OF HIGHWAY 25
 BJ3281
 BJ3281                          STATION RECOVERY (1982)
 BJ3281
 BJ3281'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ3281'6.6 KM (4.1 MI) NORTH FROM COVINGTON.
 BJ3281'FROM THE INTERSECTION OF STATE HIGHWAY 25 AND U.S. 190 NORTH OF
 BJ3281'COVINGTON, GO NORTH ALONG HIGHWAY 25 FOR 4 KM (2.5MI) TO THE STATION
 BJ3281'ON THE RIGHT IN SHOULDER OF ROAD, 20.3 METERS (66.5 FT) NORTH OF A
 BJ3281'RIGHT-OF-WAY MARKER, 15.1 METERS (49.5 FT) SOUTH OF A 26-INCH MAGNOLIA
 BJ3281'TREE, 14.9 METERS (49 FT) WEST OF THE CENTER OF A BOARD GATE, 13
 BJ3281'METERS (42.5 FT) NORTHWEST OF A GAS METER, 5.2 METERS (17 FT)
 BJ3281'NORTHEAST OF THE CENTER OF STATE HIGHWAY 25.  A METAL ROD SET INTO
 BJ3281'THE TOP OF A CONCRETE POST RECESSED 25 CENTIMETERS.
 BJ3281'THE MARK IS 18.0 METERS  NNW FROM A WITNESS POST.
 BJ3281'THE MARK IS 0.30 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0583 ***********************************************************************
 BW0583  DESIGNATION -  TRAM BOLT
 BW0583  PID         -  BW0583
 BW0583  STATE/COUNTY-  LA/TENSAS
 BW0583  USGS QUAD   -  CHAMBLEE (1994)
 BW0583
 BW0583                         *CURRENT SURVEY CONTROL
 BW0583  ___________________________________________________________________
 BW0583* NAD 83(1986)-  31 49 25.     (N)    091 21 21.     (W)     SCALED    
 BW0583* NAVD 88     -        20.93   (+/-2cm)      68.7    (feet)  VERTCON   
 BW0583  ___________________________________________________________________
 BW0583  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0583
 BW0583  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0583
 BW0583.The horizontal coordinates were scaled from a topographic map and have
 BW0583.an estimated accuracy of +/- 6 seconds.
 BW0583
 BW0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0583.The vertical order pertains to the NGVD 29 superseded value.
 BW0583
 BW0583.The geoid height was determined by GEOID03.
 BW0583
 BW0583;                    North         East    Units  Estimated Accuracy
 BW0583;SPC LA N     -   147,330.    1,108,310.      MT  (+/- 180 meters Scaled)
 BW0583
 BW0583                          SUPERSEDED SURVEY CONTROL
 BW0583
 BW0583  NGVD 29 (??/??/92)   20.942  (m)           68.71   (f) ADJ UNCH    1 2
 BW0583
 BW0583.Superseded values are not recommended for survey control.
 BW0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0583.See file dsdata.txt to determine how the superseded data were derived.
 BW0583
 BW0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR556220(NAD 83)
 BW0583_MARKER: B = BOLT
 BW0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0583_SP_SET: TILE
 BW0583_STAMPING: TRAM
 BW0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0583
 BW0583  HISTORY     - Date     Condition        Report By
 BW0583  HISTORY     - UNK      MONUMENTED       DOD
 BW0583  HISTORY     - 1938     GOOD             NGS
 BW0583
 BW0583                          STATION DESCRIPTION
 BW0583
 BW0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0583'2.25 MI NE FROM WATER PROOF.
 BW0583'P. B. M. IS TILE AND IRON PIPE WITH BRASS CAP, ON THE RIGHT BANK OF
 BW0583'MISS. RIVER, IN TENSAS PARISH, LA., ABOUT 2 MILES UPSTREAM FROM
 BW0583'WATERPROOF, LA.  ON GOLDMAN PLANTATION.  IN OPEN FIELD, ON CENTERLINE
 BW0583'OF AN OLD ABANDONED LOGGING RAILROAD TRAM DUMP.  66.8 METERS LANDSIDE
 BW0583'FROM THE CENTERLINE OF LEVEE, AT A POINT 366 METERS UPSTREAM FROM A
 BW0583'RAMP WHICH IS CROSSED GOING TO GOLDMANS LDG.  32.6 METERS LANDSIDE
 BW0583'FROM A ROAD RUNNING ALONG TOE OF LEVEE.  26.5 METERS LANDSIDE OF A
 BW0583'FENCE WHICH RUNS PARALLEL TO LEVEE.  105.6 METERS TO RIVERSIDE AND
 BW0583'DOWNSTREAM FROM SOLITARY DOUBLE CABIN WITH TIN ROOF, CHIMNEY IN
 BW0583'CENTER.  TOP OF MARK IS ABOUT 14 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0582 ***********************************************************************
 BW0582  DESIGNATION -  TRAM CAP
 BW0582  PID         -  BW0582
 BW0582  STATE/COUNTY-  LA/TENSAS
 BW0582  USGS QUAD   -  CHAMBLEE (1994)
 BW0582
 BW0582                         *CURRENT SURVEY CONTROL
 BW0582  ___________________________________________________________________
 BW0582* NAD 83(1986)-  31 49 25.     (N)    091 21 21.     (W)     SCALED    
 BW0582* NAVD 88     -        22.14   (+/-2cm)      72.6    (feet)  VERTCON   
 BW0582  ___________________________________________________________________
 BW0582  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0582
 BW0582  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0582
 BW0582.The horizontal coordinates were scaled from a topographic map and have
 BW0582.an estimated accuracy of +/- 6 seconds.
 BW0582
 BW0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0582.The vertical order pertains to the NGVD 29 superseded value.
 BW0582
 BW0582.The geoid height was determined by GEOID03.
 BW0582
 BW0582;                    North         East    Units  Estimated Accuracy
 BW0582;SPC LA N     -   147,330.    1,108,310.      MT  (+/- 180 meters Scaled)
 BW0582
 BW0582                          SUPERSEDED SURVEY CONTROL
 BW0582
 BW0582  NGVD 29 (??/??/92)   22.154  (m)           72.68   (f) ADJ UNCH    1 2
 BW0582
 BW0582.Superseded values are not recommended for survey control.
 BW0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0582.See file dsdata.txt to determine how the superseded data were derived.
 BW0582
 BW0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR556220(NAD 83)
 BW0582_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0582_STAMPING: TRAM
 BW0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0582
 BW0582  HISTORY     - Date     Condition        Report By
 BW0582  HISTORY     - UNK      MONUMENTED       DOD
 BW0582  HISTORY     - 1938     GOOD             NGS
 BW0582
 BW0582                          STATION DESCRIPTION
 BW0582
 BW0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0582'2.25 MI NE FROM WATER PROOF.
 BW0582'P. B. M. IS TILE AND IRON PIPE WITH BRASS CAP, ON THE RIGHT BANK OF
 BW0582'MISS. RIVER, IN TENSAS PARISH, LA.  ABOUT 2 MILES UPSTREAM FROM
 BW0582'WATERPROOF, LA.  ON GOLDMAN PLANTATION.  IN OPEN FIELD, ON CENTERLINE
 BW0582'OF AN OLD ABANDONED LOGGING RAILROAD TRAM DUMP.  66.8 METERS LANDSIDE
 BW0582'FROM THE CENTERLINE OF LEVEE, AT A POINT 366 METERS UPSTREAM FROM A
 BW0582'RAMP WHICH IS CROSSED GOING TO GOLDMANS LDG.  32.6 METERS LANDSIDE
 BW0582'FROM A ROAD RUNNING ALONG TOE OF LEVEE.  26.5 METERS LANDSIDE OF A
 BW0582'FENCE WHICH RUNS PARALLEL TO LEVEE.  105.6 METERS TO RIVERSIDE AND
 BW0582'DOWNSTREAM FROM SOLITARY DOUBLE CABIN WITH TIN ROOF, CHIMNEY IN
 BW0582'CENTER.  TOP OF MARK IS ABOUT 14 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4770 ***********************************************************************
 DG4770  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4770  DESIGNATION -  TRANS 1085
 DG4770  PID         -  DG4770
 DG4770  STATE/COUNTY-  LA/EAST CARROLL
 DG4770  USGS QUAD   -  FITLER (1994)
 DG4770
 DG4770                         *CURRENT SURVEY CONTROL
 DG4770  ___________________________________________________________________
 DG4770* NAD 83(1992)-  32 42 56.05250(N)    091 07 04.55196(W)     ADJUSTED  
 DG4770* NAVD 88     -        31.05   (meters)     101.9    (feet)  GPS OBS   
 DG4770  ___________________________________________________________________
 DG4770  X           -    -104,801.608 (meters)                     COMP
 DG4770  Y           -  -5,370,570.515 (meters)                     COMP
 DG4770  Z           -   3,427,463.752 (meters)                     COMP
 DG4770  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DG4770  ELLIP HEIGHT-           4.66  (meters)          (08/03/04) GPS OBS
 DG4770  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DG4770
 DG4770  HORZ ORDER  -  FIRST
 DG4770  ELLP ORDER  -  FOURTH    CLASS II
 DG4770
 DG4770.The horizontal coordinates were established by GPS observations
 DG4770.and adjusted by the National Geodetic Survey in August 2004..
 DG4770
 DG4770.The orthometric height was determined by GPS observations and a
 DG4770.high-resolution geoid model using precise GPS observation and
 DG4770.processing techniques.
 DG4770
 DG4770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4770
 DG4770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4770
 DG4770.The ellipsoidal height was determined by GPS observations
 DG4770.and is referenced to NAD 83.
 DG4770
 DG4770.The geoid height was determined by GEOID03.
 DG4770
 DG4770;                    North         East     Units Scale Factor Converg.
 DG4770;SPC LA N     -   246,486.517 1,129,569.586   MT  1.00001152   +0 43 50.5
 DG4770;SPC LA N     -   808,681.18  3,705,929.55   sFT  1.00001152   +0 43 50.5
 DG4770;UTM  15      - 3,621,321.855   676,390.278   MT  0.99998366   +1 01 02.9
 DG4770
 DG4770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4770!SPC LA N     -   0.99999927  x   1.00001152  =   1.00001079
 DG4770!UTM  15      -   0.99999927  x   0.99998366  =   0.99998293
 DG4770
 DG4770                          SUPERSEDED SURVEY CONTROL
 DG4770
 DG4770  NAD 83(1992)-  32 42 56.05263(N)    091 07 04.55202(W) AD(       ) 1
 DG4770  ELLIP H (03/17/04)    4.67   (m)                       GP(       ) 4 2
 DG4770
 DG4770.Superseded values are not recommended for survey control.
 DG4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4770.See file dsdata.txt to determine how the superseded data were derived.
 DG4770
 DG4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7639021322(NAD 83)
 DG4770_MARKER: DD = SURVEY DISK
 DG4770_SETTING: 0 = UNSPECIFIED SETTING
 DG4770_STAMPING: 2002 TRANS 1085
 DG4770_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4770+STABILITY: POSITION/ELEVATION WELL
 DG4770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4770+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 DG4770
 DG4770  HISTORY     - Date     Condition        Report By
 DG4770  HISTORY     - UNK      MONUMENTED
 DG4770  HISTORY     - 20021001 GOOD             PYBURN
 DG4770  HISTORY     - 20030803 GOOD             EMCINC
 DG4770
 DG4770                          STATION DESCRIPTION
 DG4770
 DG4770'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4770'THE STATION IS LOCATED
 DG4770'7 MILES SOUTHEAST OF LAKE PROVIDENCE, LA, 4.4 MILES NORTHEAST OF
 DG4770'TRANSYLVANIA LA, ONNTHE WEST BANK OF THE MISSISSIPPI RIVER.
 DG4770'OWNERSHIP
 DG4770'IS BY TEXAS EASTERN TRANSMISSION CORP., LA LEVEE BOARD, COE
 DG4770'
 DG4770'TO REACH THE STATION FROM THE POST OFFICE IN TRANSYLVANIA, LA,
 DG4770'PROCEED 1.4 MILES
 DG4770'NORTH ON U.S. HWY. 65 TO ITS INTERSECTION WITH HOMESTEAD ROAD,TURN
 DG4770'RIGHT ON HOMESTEAD ROAD AND PROCEED 3.4 MILES WESTERLY TO THE
 DG4770'MISSISSIPPI RIVER LEVEE, GO TO THE TOP OF THE LEVEE AND TURN LEFT AND
 DG4770'PROCEED 1.3 MILES NORTH AND NORTHWEST ON THE LEVEE TO A GRAVEL RAMP
 DG4770'ON THE LEFT WHICH LEADS TO THE TEXAS EASTERN TRANSMISSION MEASURING
 DG4770'STATION 1085 AND THE SURVEY MONUMENT TRANS 1085 AS DESCRIBED BELOW.
 DG4770'
 DG4770'STATION IS A 5 INCH STEEL PIPE FILLED WITH CONCRETE WITH A 3 INCH
 DG4770'PIPE CAP EMBEDDED IN THE CENTER.  IT PROJECTS 1 FOOT ABOVE THE GROUND
 DG4770'
 DG4770'THE STATION IS LOCATED ON THE PROTECTED SIDE OF THE MISSISSIPPI RIVER
 DG4770'LEVEE AT A TEXAS EASTERN TRANSMISSION, CORP. TRANSMISSION STATION
 DG4770'IDENTIFIED AS MEASURING STATION 1085.  MONUMENT IS LOCATED 21.5 FEET
 DG4770'NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE TRANSMISSION
 DG4770'STATION, APPROXIMATELY 120 FEET SOUTH OF THE TOE OF THE LEVEE, 38.5
 DG4770'FEET NORTH OF A MICROWAVE TOWER, 38 FEET EAST OF A 36 INCH GAS
 DG4770'PIPELINE, 70 FEET NORTH OF A 36 INCH GAS PIPELINE.
 DG4770
 DG4770                          STATION RECOVERY (2003)
 DG4770
 DG4770'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DG4770'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DG4770'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2865 ***********************************************************************
 CP2865  DESIGNATION -  TRANSYLVANIA ATT MICROWAVE
 CP2865  PID         -  CP2865
 CP2865  STATE/COUNTY-  LA/EAST CARROLL
 CP2865  USGS QUAD   -  TRANSYLVANIA (1994)
 CP2865
 CP2865                         *CURRENT SURVEY CONTROL
 CP2865  ___________________________________________________________________
 CP2865* NAD 83(1992)-  32 41 12.80397(N)    091 12 39.53505(W)     ADJUSTED  
 CP2865* NAVD 88     -                                                        
 CP2865  ___________________________________________________________________
 CP2865  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 CP2865  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2865
 CP2865  HORZ ORDER  -  THIRD
 CP2865
 CP2865.The horizontal coordinates were established by classical geodetic methods
 CP2865.and adjusted by the National Geodetic Survey in May 1994..
 CP2865
 CP2865
 CP2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2865
 CP2865.The geoid height was determined by GEOID03.
 CP2865
 CP2865;                    North         East     Units Scale Factor Converg.
 CP2865;SPC LA N     -   243,198.604 1,120,884.283   MT  1.00000467   +0 40 53.4
 CP2865;SPC LA N     -   797,894.09  3,677,434.52   sFT  1.00000467   +0 40 53.4
 CP2865;UTM  15      - 3,617,990.802   667,721.857   MT  0.99994688   +0 57 59.0
 CP2865
 CP2865                          SUPERSEDED SURVEY CONTROL
 CP2865
 CP2865  NAD 83(1992)-  32 41 12.81090(N)    091 12 39.53149(W) AD(       ) 4
 CP2865  NAD 83(1986)-  32 41 12.81646(N)    091 12 39.52868(W) AD(       ) 4
 CP2865  NAD 27      -  32 41 12.33694(N)    091 12 39.13435(W) AD(       ) 3
 CP2865
 CP2865.Superseded values are not recommended for survey control.
 CP2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2865.See file dsdata.txt to determine how the superseded data were derived.
 CP2865
 CP2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6772217991(NAD 83)
 CP2865
 CP2865  HISTORY     - Date     Condition        Report By
 CP2865  HISTORY     - 1970     FIRST OBSERVED   NGS
 CP2865
 CP2865                          STATION DESCRIPTION
 CP2865
 CP2865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2865'AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE KGP 64 IS LOCATED
 CP2865'ABOUT 2 MILES NORTHWEST OF TRANSYLVANIA AND ON THE EAST SIDE OF
 CP2865'U.S. HIGHWAY 65.
 CP2865'
 CP2865'A 4 LEGGED STEEL STRUCTURE, 250 FEET IN HEIGHT, PAINTED RED-WHITE
 CP2865'ALTERNATE SECTIONS WITH A RED LIGHT AND LARGE VOICE MIRRORS
 CP2865'MOUNTED AT THE TOP.
 CP2865'
 CP2865'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2800 ***********************************************************************
 CQ2800  DESIGNATION -  TREMONT
 CQ2800  PID         -  CQ2800
 CQ2800  STATE/COUNTY-  LA/WINN
 CQ2800  USGS QUAD   -  SIKES (1989)
 CQ2800
 CQ2800                         *CURRENT SURVEY CONTROL
 CQ2800  ___________________________________________________________________
 CQ2800* NAD 83(1992)-  32 02 00.23114(N)    092 26 56.90432(W)     ADJUSTED  
 CQ2800* NAVD 88     -        69.6    (meters)     228.     (feet)  VERTCON   
 CQ2800  ___________________________________________________________________
 CQ2800  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CQ2800  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ2800
 CQ2800  HORZ ORDER  -  FIRST
 CQ2800
 CQ2800.The horizontal coordinates were established by classical geodetic methods
 CQ2800.and adjusted by the National Geodetic Survey in January 1993..
 CQ2800
 CQ2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2800
 CQ2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2800
 CQ2800.The geoid height was determined by GEOID03.
 CQ2800
 CQ2800;                    North         East     Units Scale Factor Converg.
 CQ2800;SPC LA N     -   170,016.598 1,004,803.770   MT  0.99991677   +0 01 36.8
 CQ2800;SPC LA N     -   557,796.12  3,296,593.70   sFT  0.99991677   +0 01 36.8
 CQ2800;UTM  15      - 3,544,270.193   552,013.147   MT  0.99963336   +0 17 31.9
 CQ2800
 CQ2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2800!SPC LA N     -   0.99999308  x   0.99991677  =   0.99990985
 CQ2800!UTM  15      -   0.99999308  x   0.99963336  =   0.99962645
 CQ2800
 CQ2800:                Primary Azimuth Mark                     Grid Az
 CQ2800:SPC LA N     -  SIKES LOOKOUT TOWER                      013 38 55.7
 CQ2800:UTM  15      -  SIKES LOOKOUT TOWER                      013 23 00.6
 CQ2800
 CQ2800|---------------------------------------------------------------------|
 CQ2800| PID    Reference Object                     Distance      Geod. Az  |
 CQ2800|                                                           dddmmss.s |
 CQ2800| CQ2801 SIKES LOOKOUT TOWER                 APPROX. 4.8 KM 0134032.5 |
 CQ2800| CY5741 TREMONT RM 1                         36.835 METERS 07058     |
 CQ2800| BX2564 OLLA LOOKOUT TOWER LADC             APPROX.23.6 KM 1295625.9 |
 CQ2800| CY5740 TREMONT AZ MK                                      1662917.0 |
 CQ2800| CY5742 TREMONT RM 2                         33.775 METERS 19030     |
 CQ2800| CQ2803 LYONS RESET                         APPROX.14.1 KM 3575257.3 |
 CQ2800|---------------------------------------------------------------------|
 CQ2800
 CQ2800                          SUPERSEDED SURVEY CONTROL
 CQ2800
 CQ2800  NAD 83(1986)-  32 02 00.24521(N)    092 26 56.89606(W) AD(       ) 1
 CQ2800  NAD 27      -  32 01 59.66561(N)    092 26 56.37595(W) AD(       ) 1
 CQ2800  NGVD 29 (07/19/86)   69.6    (m)          228.     (f) VERT ANG       
 CQ2800
 CQ2800.Superseded values are not recommended for survey control.
 CQ2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2800.See file dsdata.txt to determine how the superseded data were derived.
 CQ2800
 CQ2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5201344270(NAD 83)
 CQ2800_MARKER: DS = TRIANGULATION STATION DISK
 CQ2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2800
 CQ2800  HISTORY     - Date     Condition        Report By
 CQ2800  HISTORY     - 1934     MONUMENTED       CGS
 CQ2800  HISTORY     - 1941     GOOD             CGS
 CQ2800  HISTORY     - 1967     GOOD             LOCENG
 CQ2800  HISTORY     - 1971     GOOD             NGS
 CQ2800
 CQ2800                          STATION DESCRIPTION
 CQ2800
 CQ2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 CQ2800'STATION IS LOCATED ABOUT 12 MILES NE OF WINNFIELD, 4 MILES
 CQ2800'SE OF SIKES, IN THE SW 1/4 SEC. 11, T 12 N, R 1 W, ON LAND
 CQ2800'OWNED BY TREMONT LUMBER COMPANY.
 CQ2800'
 CQ2800'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ2800'BRONZE DISKS SET IN CONCRETE.
 CQ2800'
 CQ2800'REFERENCE MARK NO. 1 IS E OF STATION 36.840 METERS (120.87
 CQ2800'FEET).
 CQ2800'
 CQ2800'REFERENCE MARK NO. 2 IS S OF STATION 33.780 METERS (110.83
 CQ2800'FEET).
 CQ2800'
 CQ2800'AZIMUTH MARK IS SE OF STATION ON N SIDE OF C.C.C. ROAD ABOUT
 CQ2800'6 FEET FROM CENTER LINE.
 CQ2800'
 CQ2800'TO REACH FROM SIKES GO E FROM MAIN PART OF TOWN ON GRAVELED
 CQ2800'ROAD FOR 0.2 MILE TO A GRAVELED SIDE ROAD LEADING S, TURN
 CQ2800'HERE AND GO 1.2 MILES TO A GRADED C.C.C. ROAD, STATE HIGHWAY
 CQ2800'25, AT TOP OF HILL, LEADING E. GO E AND S ON THIS ROAD FOR
 CQ2800'3.1 MILES TO PLACE WHERE ANOTHER C.C.C. ROAD ENTERS PINE
 CQ2800'WOODS.  TURN N HERE AND GO ABOUT 300 FEET TO STATION.  MARK
 CQ2800'IS IN SMALL OPENING IN WOODS AT TOP OF HILL AND ABOUT 300
 CQ2800'FEET N OF C.C.C. ROAD.
 CQ2800'
 CQ2800'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 CQ2800
 CQ2800                          STATION RECOVERY (1941)
 CQ2800
 CQ2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ2800'STATION RECOVERED AS DESCRIBED.  STATION IS ABOUT 4 MILES SE
 CQ2800'OF SIKES, IN THE SW 1/4 OF SEC. 11, T. 12 N., R. 1 W., ON LAND
 CQ2800'OWNED BY THE TREMONT LUMBER COMPANY.  STATION MARK, NOTE 1B,
 CQ2800'IS IN A SMALL OPENING IN THE TIMBER, AT THE TOP OF A HILL
 CQ2800'AND ABOUT 50 YARDS N OF A GRADED DIRT ROAD.  IT IS STAMPED
 CQ2800'TREMONT 1934 AND PROJECTS 12 INCHES.
 CQ2800'
 CQ2800'REFERENCE MARK NO. 1 IS ON THE E SLOPE OF THE HILL, ABOUT 3
 CQ2800'FEET LOWER THAN THE STATION.  IT IS STAMPED TREMONT NO. 1
 CQ2800'1934 AND PROJECTS 12 INCHES.
 CQ2800'
 CQ2800'REFERENCE MARK NO. 2 IS ON HIGH PART OF THE HILL LEVEL WITH
 CQ2800'THE STATION, ON W SIDE OF TRACK ROAD LEADING TO STATION.  IT
 CQ2800'IS STAMPED TREMONT NO. 2 1934 AND PROJECTS 12 INCHES.
 CQ2800'
 CQ2800'AZIMUTH MARK IS 6 YARDS NE OF CENTER LINE OF GRADED DIRT
 CQ2800'ROAD.  IT IS STAMPED TREMONT AZI 1934 AND PROJECTS 12 INCHES.
 CQ2800'
 CQ2800'TO REACH THE STATION FROM SIKES, GO E FROM THE RAILROAD
 CQ2800'CROSSING ON STATE HIGHWAY 110 FOR 0.15 MILE AND TURN RIGHT,
 CQ2800'S, ON GRADED GRAVEL ROAD.  GO 1.2 MILES AND TURN LEFT, E,
 CQ2800'ON GRADED DIRT ROAD.  GO 0.15 MILE AND TAKE RIGHT FORK, SE,
 CQ2800'JUST IN FRONT OF A HOUSE.  GO 1.65 MILES AND KEEP STRAIGHT AHEAD
 CQ2800'AT SIDE ROAD RIGHT.  GO 1.2 MILES AND TURN LEFT, N, ON DIM
 CQ2800'FORK.  GO 50 YARDS TO SMALL OPENING IN THE TIMBER AND THE
 CQ2800'STATION.
 CQ2800'
 CQ2800'A 116-FOOT SIGNAL AT OAKLAND IS VISIBLE AT 75 FEET.
 CQ2800'
 CQ2800'A 116-FOOT SIGNAL AT OLLA IS VISIBLE AT 80 FEET.
 CQ2800'
 CQ2800'A 116-FOOT SIGNAL AT ODOM IS VISIBLE AT 80 FEET.
 CQ2800'
 CQ2800'A 64-FOOT SIGNAL AT MELTON IS VISIBLE AT 85 FEET.
 CQ2800'
 CQ2800'OBSERVATIONS TAKEN FROM A 116-FOOT TOWER.
 CQ2800
 CQ2800                          STATION RECOVERY (1967)
 CQ2800
 CQ2800'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (JLC)
 CQ2800'STATION RECOVERED EXCELLENT.
 CQ2800'
 CQ2800'BECAUSE OF ROAD RELOCATION THE LAST TWO CALLS OF THE 1941
 CQ2800'INSTRUCTIONS TO REACH STATION SHOULD BE REVISED AS FOLLOWS--FROM
 CQ2800'ROAD INTERSECTION IN THE N.W. QUARTER OF SECTION 10, T. 12 N., R. 1
 CQ2800'W. AS SHOWN ON SIKES 1954 QUADRANGLE, GO SOUTHEAST ON GRADED DIRT
 CQ2800'ROAD 1.25 MILES TO DIM WOODS ROAD.  TURN LEFT (NORTH), GO 0.15
 CQ2800'MILES TO STATION ON WEST SIDE OF WOODS ROAD.
 CQ2800
 CQ2800                          STATION RECOVERY (1971)
 CQ2800
 CQ2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2800'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH AND TREES
 CQ2800'ON LINE.
 CQ2800'
 CQ2800'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 CQ2800'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 CQ2800'HORIZONTAL DIRECTION AND THE DISTANCE TO THE REFERENCE MARKS
 CQ2800'CHECKED THE 1941 DATA ADEQUATE.  NO HORIZONTAL DIRECTION TO THE
 CQ2800'AZIMUTH MARK DUE TO TREES ON LINE.
 CQ2800'
 CQ2800'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CQ2800'
 CQ2800'THE STATION IS ABOUT 4 MILES SOUTHEAST OF SIKES, 3 MILES
 CQ2800'SOUTH OF SIKES, LOOKOUT TOWER, 2.5 MILES WEST-NORTHWEST OF
 CQ2800'HICKORY VALLEY, IN THE SW 1/4 OF SECTION 11, T 12W, R 1 W,
 CQ2800'AND ON LAND OWNED BY THE OLINKRAFT INCORPORATION, MR. A. B. SMITH,
 CQ2800'FORESTRY MANGER, P.O. BOX 488, WEST MONROE, LOUISIANA, 71291.
 CQ2800'
 CQ2800'TO REACH THE STATION FROM THE POST OFFICE IN SIKES, GO EAST
 CQ2800'ON STATE HIGHWAY 126 FOR 1.45 MILES TO THE JUNCTION OF STATE
 CQ2800'HIGHWAY 127 AND A SIGN OLLA.  TURN RIGHT AND GO SOUTHEAST
 CQ2800'ON STATE HIGHWAY 127 FOR 1.35 MILES TO A SIDE DIRT ROAD
 CQ2800'RIGHT.  TURN RIGHT AND GO WEST ON THE DIRT ROAD FOR 1.75
 CQ2800'MILES TO A T-ROAD.  TURN LEFT AND GO SOUTHEAST ON A DIRT ROAD
 CQ2800'FOR 0.25 MILE TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON THE
 CQ2800'DIRT ROAD FOR 1.15 MILES TO A SIDE TRACK ROAD ON THE LEFT.  TURN
 CQ2800'LEFT AND GO NORTHERLY ON THE TRACK ROAD FOR 0.05 MILE TO THE
 CQ2800'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY ON THE
 CQ2800'TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CQ2800'
 CQ2800'STATION MARKS ARE STANDARD DISKS STAMPED TREMONT 1934.  THE
 CQ2800'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ2800'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND
 CQ2800'SURFACE.  IT IS 27 FEET NORTHWEST OF A TRIANGLE BLAZE 24-INCH
 CQ2800'OAK TREE, 17 FEET WEST-NORTHWEST OF THE TRACK ROAD, 13 FEET
 CQ2800'NORTHEAST OF A 6-INCH PINE TREE AND 6 FEET SOUTH OF A METAL
 CQ2800'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CQ2800'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CQ2800'SURFACE.
 CQ2800'
 CQ2800'REFERENCE MARK 1, A STANDARD DISK STAMPED TREMONT NO 1 1934,
 CQ2800'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2800'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 CQ2800'NORTHEAST OF A 10-INCH PINE TREE, 15 FEET WEST-SOUTHWEST OF
 CQ2800'A 10-INCH PINE TREE AND 9 FEET SOUTHEAST OF THE TRACK
 CQ2800'ROAD.
 CQ2800'
 CQ2800'REFERENCE MARK 2, A STANDARD DISK STAMPED TREMONT NO 2 1934,
 CQ2800'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2800'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 35
 CQ2800'FEET EAST OF THE TRACK ROAD AND 19 FEET NORTH-NORTHEAST OF A
 CQ2800'14-INCH PINE TREE.
 CQ2800'
 CQ2800'THE AZIMUTH MARK, A STANDARD DISK STAMPED TREMONT AZI 1934,
 CQ2800'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 CQ2800'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 37.5 FEET
 CQ2800'EAST-NORTHEAST OF AN 18-INCH OAK TREE, 20.5 FEET NORTH-NORTHWEST
 CQ2800'OF A 14-INCH PINE TREE, 19 FEET EAST OF THE TRACK ROAD AND 1
 CQ2800'FOOT WEST-SOUTHWEST OF A METAL WITNESS POST.
 CQ2800'
 CQ2800'HEIGHT OF LIGHT ABOVE STATION MARK 112.6 FEET.
 CQ2800'
 CQ2800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2800'4.0 MILES SOUTHEAST OF SIKES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2498 ***********************************************************************
 CP2498  DESIGNATION -  TREY
 CP2498  PID         -  CP2498
 CP2498  STATE/COUNTY-  LA/RICHLAND
 CP2498  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2498
 CP2498                         *CURRENT SURVEY CONTROL
 CP2498  ___________________________________________________________________
 CP2498* NAD 83(1992)-  32 34 09.93253(N)    091 37 40.56013(W)     ADJUSTED  
 CP2498* NAVD 88     -        25.934  (meters)      85.09   (feet)  ADJUSTED  
 CP2498  ___________________________________________________________________
 CP2498  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CP2498  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP2498  DYNAMIC HT  -          25.905 (meters)      84.99  (feet)  COMP
 CP2498  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CP2498
 CP2498  HORZ ORDER  -  SECOND
 CP2498  VERT ORDER  -  SECOND    CLASS I
 CP2498
 CP2498.The horizontal coordinates were established by classical geodetic methods
 CP2498.and adjusted by the National Geodetic Survey in January 1993..
 CP2498
 CP2498.The orthometric height was determined by differential leveling
 CP2498.and adjusted by the National Geodetic Survey in June 1991..
 CP2498
 CP2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2498
 CP2498.The geoid height was determined by GEOID03.
 CP2498
 CP2498.The dynamic height is computed by dividing the NAVD 88
 CP2498.geopotential number by the normal gravity value computed on the
 CP2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2498.degrees latitude (g = 980.6199 gals.).
 CP2498
 CP2498.The modeled gravity was interpolated from observed gravity values.
 CP2498
 CP2498;                    North         East     Units Scale Factor Converg.
 CP2498;SPC LA N     -   229,782.719 1,081,888.393   MT  0.99997927   +0 27 39.8
 CP2498;SPC LA N     -   753,878.80  3,549,495.50   sFT  0.99997927   +0 27 39.8
 CP2498;UTM  15      - 3,604,385.353   628,796.900   MT  0.99980456   +0 44 19.4
 CP2498
 CP2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2498!SPC LA N     -   1.00000002  x   0.99997927  =   0.99997929
 CP2498!UTM  15      -   1.00000002  x   0.99980456  =   0.99980458
 CP2498
 CP2498|---------------------------------------------------------------------|
 CP2498| PID    Reference Object                     Distance      Geod. Az  |
 CP2498|                                                           dddmmss.s |
 CP2498| CP3122 TREY LADH A PT 1970                  11.223 METERS 02611     |
 CP2498| CP3118 EPPS TRUNK GAS STA KKE 832          APPROX. 7.5 KM 0420628.4 |
 CP2498| CP2497 TREY RM 1                            12.398 METERS 08733     |
 CP2498| CP2500 TREY AZ MK                                         1713503.4 |
 CP2498| CP2499 TREY RM 2                            13.250 METERS 27526     |
 CP2498|---------------------------------------------------------------------|
 CP2498
 CP2498                          SUPERSEDED SURVEY CONTROL
 CP2498
 CP2498  NAD 83(1986)-  32 34 09.94424(N)    091 37 40.55317(W) AD(       ) 2
 CP2498  NAD 27      -  32 34 09.44280(N)    091 37 40.11453(W) AD(       ) 2
 CP2498  NGVD 29 (07/19/86)   25.7    (m)           84.     (f) VERT ANG       
 CP2498
 CP2498.Superseded values are not recommended for survey control.
 CP2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2498.See file dsdata.txt to determine how the superseded data were derived.
 CP2498
 CP2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS2879704385(NAD 83)
 CP2498_MARKER: DE = TRAVERSE STATION DISK
 CP2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2498_SP_SET: CONCRETE POST
 CP2498_STAMPING: TREY 1970
 CP2498_MARK LOGO: LADH  
 CP2498_PROJECTION: FLUSH
 CP2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2498+STABILITY: SURFACE MOTION
 CP2498
 CP2498  HISTORY     - Date     Condition        Report By
 CP2498  HISTORY     - 1970     MONUMENTED       LADTD
 CP2498  HISTORY     - 1973     GOOD             DMA
 CP2498  HISTORY     - 1985     GOOD             LADTD
 CP2498  HISTORY     - 20020626 MARK NOT FOUND   INDIV
 CP2498
 CP2498                          STATION DESCRIPTION
 CP2498
 CP2498'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2498'THE STATION IS LOCATED 7 MILES NORTH OF HOLLY RIDGE, 9 MILES
 CP2498'SOUTHEAST OF OAK RIDGE AND 9 MILES SOUTHWEST OF EPPS, IN THE
 CP2498'SOUTHEAST QUARTER OF SECTION 3, T18N, R8E, AND ON THE PROPERTY
 CP2498'OWNED BY SHADY GROVE CHURCH OF GOD, ROUTE 4, BOX 222, RAYVILLE,
 CP2498'LOUISIANA, TELEPHONE 728-4208.
 CP2498'
 CP2498'TO REACH THE STATION FROM THE HOLLY RIDGE SCHOOL AT THE
 CP2498'INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 183, DRIVE
 CP2498'NORTH ALONG STATE HIGHWAY 183 FOR 7 MILES TO THE SHADY GROVE
 CP2498'CHURCH OF GOD WHICH IS ON THE LEFT AND WEST OF THE
 CP2498'HIGHWAY.  THE STATION IS SET IN FRONT OF THE CHURCH.
 CP2498'
 CP2498'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG
 CP2498'STATE HIGHWAY 183 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE
 CP2498'LEFT AND EAST OF THE HIGHWAY AND SOUTH OF A GRAVEL ROAD NEAR AN
 CP2498'OLD TIN BUILDING.
 CP2498'
 CP2498'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2498'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2498'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2498'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP2498'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP2498'SURFACE.  THEY ARE STAMPED TREY 1970.  IT IS 142 FEET WEST OF
 CP2498'THE CENTER OF STATE HIGHWAY 183, 126 FEET SOUTH OF A POWER POLE
 CP2498'(WITH NIGHT LIGHT), 124 FEET WEST OF THE WEST END OF A
 CP2498'DOUBLE CONCRETE CULVERT UNDER STATE HIGHWAY 183, 119 FEET
 CP2498'SOUTH OF A 26 INCH OAK TREE, 81.5 FEET SOUTHEAST OF THE
 CP2498'SOUTHEAST CORNER OF THE CHURCH, 50 FEET SOUTH OF THE CENTER OF
 CP2498'DRIVE TO CHURCH, AND 2 FEET WEST OF A WITNESS POST.
 CP2498'
 CP2498'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2498'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2498'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2498'GROUND.  IT IS STAMPED TREY R.M. 1 1970.  IT IS 110 FEET
 CP2498'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 101 FEET WEST
 CP2498'OF THE CENTER OF STATE HIGHWAY 183, 83 FEET WEST OF THE WEST
 CP2498'END OF CONCRETE CULVERT UNDER STATE HIGHWAY 183, 63 FEET
 CP2498'SOUTHWEST OF A 24 INCH OAK TREE, AND 31 FEET SOUTH OF THE DRIVE
 CP2498'TO THE CHURCH.
 CP2498'
 CP2498'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 CP2498'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2498'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP2498'IS STAMPED TREY R.M. 2 1970.  IT IS 185 FEET WEST OF THE CENTER
 CP2498'OF STATE HIGHWAY 183, 167 FEET WEST OF THE WEST END OF A CONCRETE
 CP2498'CULVERT UNDER STATE HIGHWAY 183, 80 FEET SOUTH-SOUTHWEST OF THE
 CP2498'DRIVE TO THE CHURCH, AND 57 FEET SOUTH-SOUTHWEST OF THE
 CP2498'SOUTHWEST CORNER OF THE CHURCH.
 CP2498'
 CP2498'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2498'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2498'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2498'GROUND.  IT IS STAMPED TREY AZ MK 1970.  IT IS 175 FEET
 CP2498'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TIN BUILDING, 48
 CP2498'FEET EAST OF THE CENTER OF STATE HIGHWAY 183, 30 FEET SOUTH OF
 CP2498'THE CENTER OF A GRAVEL ROAD, 2 FEET WEST-NORTHWEST OF POWER
 CP2498'POLE NO. 170, AND 1.5 FEET WEST-NORTHWEST OF A METAL WITNESS
 CP2498'POST AND SIGN.
 CP2498'
 CP2498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2498
 CP2498                          STATION RECOVERY (1973)
 CP2498
 CP2498'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP2498'STATION TREY AND ITS AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 CP2498'DESCRIBED.  THE ROUTE DESCRIPTION WAS ADEQUATE.
 CP2498
 CP2498                          STATION RECOVERY (1985)
 CP2498
 CP2498'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP2498'11.7 KM (7.3 MI) NORTH FROM HOLLY RIDGE.
 CP2498'ABOUT 11.7 KM (7.25 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION
 CP2498'OF STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE
 CP2498'STATION MARK ON THE WEST SIDE OF THE HIGHWAY SET AT THE SHADY GROVE
 CP2498'CHURCH, 43.9 METERS (144 FEET) WEST OF THE CENTERLINE OF STATE
 CP2498'HIGHWAY 183, 36.6 METERS (120 FEET) SOUTH-SOUTHEAST OF A 32 INCH OAK
 CP2498'TREE, 24.9 METERS (82 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CP2498'CHURCH AND 15.2 METERS (50 FEET) SOUTH OF THE CENTER OF THE GRAVEL
 CP2498'DRIVE LEADING TO THE CHURCH.
 CP2498'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 CP2498'THE MARK IS 0.91 M BELOW THE HIGHWAY.
 CP2498
 CP2498                          STATION RECOVERY (2002)
 CP2498
 CP2498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LAH)
 CP2498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2500 ***********************************************************************
 CP2500  DESIGNATION -  TREY AZ MK
 CP2500  PID         -  CP2500
 CP2500  STATE/COUNTY-  LA/RICHLAND
 CP2500  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2500
 CP2500                         *CURRENT SURVEY CONTROL
 CP2500  ___________________________________________________________________
 CP2500* NAD 83(1986)-  32 34 02.     (N)    091 37 35.     (W)     SCALED    
 CP2500* NAVD 88     -        26.514  (meters)      86.99   (feet)  ADJUSTED  
 CP2500  ___________________________________________________________________
 CP2500  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP2500  DYNAMIC HT  -          26.484 (meters)      86.89  (feet)  COMP
 CP2500  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CP2500
 CP2500  VERT ORDER  -  SECOND    CLASS I
 CP2500
 CP2500.The horizontal coordinates were scaled from a topographic map and have
 CP2500.an estimated accuracy of +/- 6 seconds.
 CP2500
 CP2500.The orthometric height was determined by differential leveling
 CP2500.and adjusted by the National Geodetic Survey in June 1991..
 CP2500
 CP2500.The geoid height was determined by GEOID03.
 CP2500
 CP2500.The dynamic height is computed by dividing the NAVD 88
 CP2500.geopotential number by the normal gravity value computed on the
 CP2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2500.degrees latitude (g = 980.6199 gals.).
 CP2500
 CP2500.The modeled gravity was interpolated from observed gravity values.
 CP2500
 CP2500;                    North         East    Units  Estimated Accuracy
 CP2500;SPC LA N     -   229,540.    1,082,040.      MT  (+/- 180 meters Scaled)
 CP2500
 CP2500                          SUPERSEDED SURVEY CONTROL
 CP2500
 CP2500.No superseded survey control is available for this station.
 CP2500
 CP2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS289041(NAD 83)
 CP2500_MARKER: DZ = AZIMUTH MARK DISK
 CP2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2500_SP_SET: CONCRETE POST
 CP2500_STAMPING: TREY AZ MK 1970
 CP2500_MARK LOGO: LADH  
 CP2500_PROJECTION: FLUSH
 CP2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2500+STABILITY: SURFACE MOTION
 CP2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2500+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2002
 CP2500
 CP2500  HISTORY     - Date     Condition        Report By
 CP2500  HISTORY     - 1970     MONUMENTED       LADH
 CP2500  HISTORY     - 1985     GOOD             LADTD
 CP2500  HISTORY     - 20020626 GOOD             INDIV
 CP2500
 CP2500                          STATION DESCRIPTION
 CP2500
 CP2500'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2500'11.3 KM (7 MI) NORTH FROM HOLLY RIDGE.
 CP2500'ABOUT 11.3 KM (7 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION OF
 CP2500'STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE AZIMUTH
 CP2500'MARK ON THE EAST (RIGHT) SIDE OF THE HIGHWAY SET AT THE INTERSECTION
 CP2500'OF HIGHWAY 183 AND RICHLAND PARISH ROAD 22, 15.2 METERS (50 FEET)
 CP2500'EAST OF THE CENTERLINE OF STATE HIGHWAY 183, 9.8 METERS (32 FEET)
 CP2500'SOUTH OF RICHLAND PARISH ROAD 22, 1.4 METERS (4.5 FEET) SOUTHWEST OF
 CP2500'TELEPHONE JUNCTION BOX NUNBERED 14N AND 0.61 METERS (2 FEET)
 CP2500'WEST-NORTHWEST OF POWER POLE NUMBER 170.
 CP2500'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 CP2500'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CP2500
 CP2500                          STATION RECOVERY (2002)
 CP2500
 CP2500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LAH)
 CP2500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2497 ***********************************************************************
 CP2497  DESIGNATION -  TREY RM 1
 CP2497  PID         -  CP2497
 CP2497  STATE/COUNTY-  LA/RICHLAND
 CP2497  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2497
 CP2497                         *CURRENT SURVEY CONTROL
 CP2497  ___________________________________________________________________
 CP2497* NAD 83(1986)-  32 34 10.     (N)    091 37 40.     (W)     SCALED    
 CP2497* NAVD 88     -        25.808  (meters)      84.67   (feet)  ADJUSTED  
 CP2497  ___________________________________________________________________
 CP2497  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP2497  DYNAMIC HT  -          25.779 (meters)      84.58  (feet)  COMP
 CP2497  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CP2497
 CP2497  VERT ORDER  -  SECOND    CLASS I
 CP2497
 CP2497.The horizontal coordinates were scaled from a topographic map and have
 CP2497.an estimated accuracy of +/- 6 seconds.
 CP2497
 CP2497.The orthometric height was determined by differential leveling
 CP2497.and adjusted by the National Geodetic Survey in June 1991..
 CP2497
 CP2497.The geoid height was determined by GEOID03.
 CP2497
 CP2497.The dynamic height is computed by dividing the NAVD 88
 CP2497.geopotential number by the normal gravity value computed on the
 CP2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2497.degrees latitude (g = 980.6199 gals.).
 CP2497
 CP2497.The modeled gravity was interpolated from observed gravity values.
 CP2497
 CP2497;                    North         East    Units  Estimated Accuracy
 CP2497;SPC LA N     -   229,790.    1,081,900.      MT  (+/- 180 meters Scaled)
 CP2497
 CP2497                          SUPERSEDED SURVEY CONTROL
 CP2497
 CP2497.No superseded survey control is available for this station.
 CP2497
 CP2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS288043(NAD 83)
 CP2497_MARKER: DR = REFERENCE MARK DISK
 CP2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2497_SP_SET: CONCRETE POST
 CP2497_STAMPING: TREY RM 1 1970
 CP2497_MARK LOGO: LADH  
 CP2497_PROJECTION: FLUSH
 CP2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2497+STABILITY: SURFACE MOTION
 CP2497
 CP2497  HISTORY     - Date     Condition        Report By
 CP2497  HISTORY     - 1970     MONUMENTED       LADH
 CP2497  HISTORY     - 1985     GOOD             LADTD
 CP2497
 CP2497                          STATION DESCRIPTION
 CP2497
 CP2497'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2497'11.7 KM (7.3 MI) NORTH FROM HOLLY RIDGE.
 CP2497'ABOUT 11.7 KM (7.25 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION
 CP2497'OF STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE
 CP2497'REFERENCE MARK SET ON THE WEST SIDE OF THE HIGHWAY AT THE SHADY GROVE
 CP2497'CHURCH, 34.6 METERS (113 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 CP2497'OF THE CHURCH, 31.4 METERS (103 FEET) WEST OF THE CENTERLINE OF STATE
 CP2497'HIGHWAY 183, 25.3 METERS (83 FEET) WEST OF THE WEST END OF A CONCRETE
 CP2497'CULVERT UNDER STATE HIGHWAY 183 AND 12.5 METERS (41 FEET) EAST OF A
 CP2497'WITNESS POST SET AT STATION TREY 1970.
 CP2497'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2499 ***********************************************************************
 CP2499  DESIGNATION -  TREY RM 2
 CP2499  PID         -  CP2499
 CP2499  STATE/COUNTY-  LA/RICHLAND
 CP2499  USGS QUAD   -  WHITNEY ISLAND SOUTH (1986)
 CP2499
 CP2499                         *CURRENT SURVEY CONTROL
 CP2499  ___________________________________________________________________
 CP2499* NAD 83(1986)-  32 34 10.     (N)    091 37 40.     (W)     SCALED    
 CP2499* NAVD 88     -        25.993  (meters)      85.28   (feet)  ADJUSTED  
 CP2499  ___________________________________________________________________
 CP2499  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP2499  DYNAMIC HT  -          25.964 (meters)      85.18  (feet)  COMP
 CP2499  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CP2499
 CP2499  VERT ORDER  -  SECOND    CLASS I
 CP2499
 CP2499.The horizontal coordinates were scaled from a topographic map and have
 CP2499.an estimated accuracy of +/- 6 seconds.
 CP2499
 CP2499.The orthometric height was determined by differential leveling
 CP2499.and adjusted by the National Geodetic Survey in June 1991..
 CP2499
 CP2499.The geoid height was determined by GEOID03.
 CP2499
 CP2499.The dynamic height is computed by dividing the NAVD 88
 CP2499.geopotential number by the normal gravity value computed on the
 CP2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2499.degrees latitude (g = 980.6199 gals.).
 CP2499
 CP2499.The modeled gravity was interpolated from observed gravity values.
 CP2499
 CP2499;                    North         East    Units  Estimated Accuracy
 CP2499;SPC LA N     -   229,790.    1,081,900.      MT  (+/- 180 meters Scaled)
 CP2499
 CP2499                          SUPERSEDED SURVEY CONTROL
 CP2499
 CP2499.No superseded survey control is available for this station.
 CP2499
 CP2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS288043(NAD 83)
 CP2499_MARKER: DR = REFERENCE MARK DISK
 CP2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2499_SP_SET: CONCRETE POST
 CP2499_STAMPING: TREY RM 2 1970
 CP2499_MARK LOGO: LADH  
 CP2499_PROJECTION: FLUSH
 CP2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2499+STABILITY: SURFACE MOTION
 CP2499
 CP2499  HISTORY     - Date     Condition        Report By
 CP2499  HISTORY     - 1970     MONUMENTED       LADH
 CP2499  HISTORY     - 1985     GOOD             LADTD
 CP2499
 CP2499                          STATION DESCRIPTION
 CP2499
 CP2499'DESCRIBED BY LA TRANSP AND DEV 1985
 CP2499'11.7 KM (7.3 MI) NORTH FROM HOLLY RIDGE.
 CP2499'ABOUT 11.7 KM (7.25 MI) NORTH ON STATE HIGHWAY 183 FROM THE JUNCTION
 CP2499'OF STATE HIGHWAY 183 AND U.S. HIGHWAY 80 AT HOLLY RIDGE TO THE
 CP2499'REFERENCE MARK ON THE WEST (LEFT) SIDE OF STATE HIGHWAY 183 SET
 CP2499'BETWEEN A CHURCH AND SMALL STORAGE BUILDING, 57.3 METERS (188 FEET)
 CP2499'WEST OF THE CENTERLINE OF STATE HIGHWAY 183, 40.8 METERS (134 FEET)
 CP2499'SOUTH-SOUTHWEST OF A 32 INCH OAK TREE, 17.4 METERS (57 FEET) SOUTH OF
 CP2499'THE SOUTHEAST CORNER OF THE CHURCH AND 13.4 METERS (44 FEET) WEST OF
 CP2499'A WITNESS POST SET AT STATION TREY.
 CP2499'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1488 ***********************************************************************
 CP1488  DESIGNATION -  TRIMBELL BOLT
 CP1488  PID         -  CP1488
 CP1488  STATE/COUNTY-  LA/TENSAS
 CP1488  USGS QUAD   -  NEWLIGHT (1987)
 CP1488
 CP1488                         *CURRENT SURVEY CONTROL
 CP1488  ___________________________________________________________________
 CP1488* NAD 83(1986)-  32 05 40.     (N)    091 23 39.     (W)     SCALED    
 CP1488* NAVD 88     -        20.22   (+/-2cm)      66.3    (feet)  VERTCON   
 CP1488  ___________________________________________________________________
 CP1488  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1488
 CP1488  VERT ORDER  -  ? (See Below)
 CP1488
 CP1488.The horizontal coordinates were scaled from a topographic map and have
 CP1488.an estimated accuracy of +/- 6 seconds.
 CP1488
 CP1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1488.The vertical order pertains to the NGVD 29 superseded value.
 CP1488
 CP1488.The geoid height was determined by GEOID03.
 CP1488
 CP1488;                    North         East    Units  Estimated Accuracy
 CP1488;SPC LA N     -   177,320.    1,104,380.      MT  (+/- 180 meters Scaled)
 CP1488
 CP1488                          SUPERSEDED SURVEY CONTROL
 CP1488
 CP1488  NGVD 29 (??/??/92)   20.240  (m)           66.40   (f) ADJ UNCH    ?  
 CP1488
 CP1488.Superseded values are not recommended for survey control.
 CP1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1488.See file dsdata.txt to determine how the superseded data were derived.
 CP1488
 CP1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR515520(NAD 83)
 CP1488_MARKER: B = BOLT
 CP1488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1488
 CP1488  HISTORY     - Date     Condition        Report By
 CP1488  HISTORY     - UNK      MONUMENTED       DOD
 CP1488  HISTORY     - 1935     GOOD             NGS
 CP1488
 CP1488                          STATION DESCRIPTION
 CP1488
 CP1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CP1488'2.4 MI E FROM NEWLIGHT.
 CP1488'2.4 MILES EAST OF AND ALONG STATE HIGHWAY 76.  0.15 MILE WEST OF A
 CP1488'T-ROAD NORTH, 35 FEET NORTH OF CENTER OF HIGHWAY AND 3 FEET N.W. OF
 CP1488'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1489 ***********************************************************************
 CP1489  DESIGNATION -  TRIMBELL RESET
 CP1489  PID         -  CP1489
 CP1489  STATE/COUNTY-  LA/TENSAS
 CP1489  USGS QUAD   -  NEWLIGHT (1987)
 CP1489
 CP1489                         *CURRENT SURVEY CONTROL
 CP1489  ___________________________________________________________________
 CP1489* NAD 83(1986)-  32 05 41.     (N)    091 23 24.     (W)     SCALED    
 CP1489* NAVD 88     -        21.34   (+/-2cm)      70.0    (feet)  VERTCON   
 CP1489  ___________________________________________________________________
 CP1489  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1489
 CP1489  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1489
 CP1489.The horizontal coordinates were scaled from a topographic map and have
 CP1489.an estimated accuracy of +/- 6 seconds.
 CP1489
 CP1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1489.The vertical order pertains to the NGVD 29 superseded value.
 CP1489
 CP1489.The geoid height was determined by GEOID03.
 CP1489
 CP1489;                    North         East    Units  Estimated Accuracy
 CP1489;SPC LA N     -   177,350.    1,104,770.      MT  (+/- 180 meters Scaled)
 CP1489
 CP1489                          SUPERSEDED SURVEY CONTROL
 CP1489
 CP1489  NGVD 29 (??/??/92)   21.354  (m)           70.06   (f) ADJ UNCH    2 1
 CP1489
 CP1489.Superseded values are not recommended for survey control.
 CP1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1489.See file dsdata.txt to determine how the superseded data were derived.
 CP1489
 CP1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR519520(NAD 83)
 CP1489_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1489_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1489_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1489_STAMPING: P.B.M. TREMBLE RESET 1970
 CP1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1489
 CP1489  HISTORY     - Date     Condition        Report By
 CP1489  HISTORY     - 1970     MONUMENTED       NGS
 CP1489  HISTORY     - 1973     GOOD             LADTD
 CP1489
 CP1489                          STATION DESCRIPTION
 CP1489
 CP1489'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1489'9.85 MI W FROM NEWELLTON.
 CP1489'ABOUT 9.85 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1489'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAYS 4
 CP1489'AND 888.  IT IS 81.8 FEET NORTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 CP1489'4, 97.7 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 888, 64.5
 CP1489'FEET SOUTH OF THE SOUTHEAST CORNER OF A GROCERY STORE OWNED BY J. D.
 CP1489'PARKER.  SET IN TOP OF A CONCRETE BLOCK PROJECTING 7 INCHES ABOVE THE
 CP1489'GROUND.  A STEEL WITNESS POST IS SET 1.4 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3054 ***********************************************************************
 AU3054  DESIGNATION -  TRINITY
 AU3054  PID         -  AU3054
 AU3054  STATE/COUNTY-  LA/TERREBONNE
 AU3054  USGS QUAD   -  EASTERN ISLES DERNIERES (1994)
 AU3054
 AU3054                         *CURRENT SURVEY CONTROL
 AU3054  ___________________________________________________________________
 AU3054* NAD 83(1992)-  29 03 53.81634(N)    090 39 51.90032(W)     ADJUSTED  
 AU3054* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3054  ___________________________________________________________________
 AU3054  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU3054  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AU3054
 AU3054  HORZ ORDER  -  SECOND
 AU3054
 AU3054.The horizontal coordinates were established by classical geodetic methods
 AU3054.and adjusted by the National Geodetic Survey in January 1993..
 AU3054
 AU3054.The orthometric height was scaled from a topographic map.
 AU3054
 AU3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3054
 AU3054.The geoid height was determined by GEOID03.
 AU3054
 AU3054;                    North         East     Units Scale Factor Converg.
 AU3054;SPC LA S     -    62,814.294 1,065,141.126   MT  1.00005806   +0 20 04.1
 AU3054;SPC LA S     -   206,083.23  3,494,550.51   sFT  1.00005806   +0 20 04.1
 AU3054;UTM  15      - 3,217,433.610   727,376.787   MT  1.00023802   +1 08 06.4
 AU3054
 AU3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3054!SPC LA S     -   1.00000378  x   1.00005806  =   1.00006184
 AU3054!UTM  15      -   1.00000378  x   1.00023802  =   1.00024180
 AU3054
 AU3054:                Primary Azimuth Mark                     Grid Az
 AU3054:SPC LA S     -  POULE                                    035 25 16.1
 AU3054:UTM  15      -  POULE                                    034 37 13.8
 AU3054
 AU3054|---------------------------------------------------------------------|
 AU3054| PID    Reference Object                     Distance      Geod. Az  |
 AU3054|                                                           dddmmss.s |
 AU3054| AU3058 POULE                               APPROX. 5.6 KM 0354520.2 |
 AU3054| DD8185 TRINITY RM 1                         11.353 METERS 11319     |
 AU3054| DD8187 TRINITY RM 3                         37.350 METERS 17825     |
 AU3054| DD8188 TRINITY RM 4                         30.740 METERS 24146     |
 AU3054| AU3055 HOUSE NEAR STATION PELTO            APPROX. 3.5 KM 2695025.1 |
 AU3054| DD8186 TRINITY RM 2                         11.720 METERS 30652     |
 AU3054|---------------------------------------------------------------------|
 AU3054
 AU3054                          SUPERSEDED SURVEY CONTROL
 AU3054
 AU3054  NAD 83(1986)-  29 03 53.83646(N)    090 39 51.91208(W) AD(       ) 2
 AU3054  NAD 27      -  29 03 52.98900(N)    090 39 51.57400(W) AD(       ) 2
 AU3054
 AU3054.Superseded values are not recommended for survey control.
 AU3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3054.See file dsdata.txt to determine how the superseded data were derived.
 AU3054
 AU3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2737717434(NAD 83)
 AU3054_MARKER: DS = TRIANGULATION STATION DISK
 AU3054_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3054_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3054
 AU3054  HISTORY     - Date     Condition        Report By
 AU3054  HISTORY     - 1928     MONUMENTED       CGS
 AU3054  HISTORY     - 1936     GOOD             CGS
 AU3054  HISTORY     - 1953     MARK NOT FOUND   CGS
 AU3054
 AU3054                          STATION DESCRIPTION
 AU3054
 AU3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3054'STATION IS ABOUT 20 MILES W OF TIMBALIER LIGHT, ON THE N SIDE OF
 AU3054'THE E END OF ISLE DERNIERE AND ABOUT 9 METERS (30 FEET) INSHORE
 AU3054'FROM THE HIGH-WATER LINE.
 AU3054'
 AU3054'THE STATION AND REFERENCE MARK NO. 2 ARE MARKED BY STANDARD
 AU3054'BRONZE DISKS SET IN CONCRETE IN THE TOP OF TILES.
 AU3054'
 AU3054'REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 AU3054'
 AU3054'REFERENCE MARK NO. 2 IS ABOUT 2 METERS (7 FEET) INSHORE AND 11.72
 AU3054'METERS (38.5 FEET) FROM THE STATION N 53 DEG 08 MIN W.
 AU3054'
 AU3054'REFERENCE MARK NO. 3 IS 37.35 METERS (122.5 FEET) FROM THE
 AU3054'STATION S 01 DEG 35 MIN E.
 AU3054'
 AU3054'REFERENCE MARK NO. 4 IS 30.74 METERS (100.9 FEET) FROM THE
 AU3054'STATION S 61 DEG 46 MIN W.
 AU3054
 AU3054                          STATION RECOVERY (1936)
 AU3054
 AU3054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AU3054'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED.
 AU3054'THE STATION MARK IS 2 METERS OUTSIDE THE HIGH-WATER LINE AND 1
 AU3054'METER FROM A MUD SHELF WHICH IS RAPIDLY RECEDING.  REFERENCE MARK
 AU3054'NO. 2 HAS BEEN LOST.  THERE ARE SEVERAL STAKES SET AROUND THE
 AU3054'STATION TO PREVENT EROSION BUT IT IS EXPECTED THAT THE STATION
 AU3054'WILL SOON BE LOST.
 AU3054
 AU3054                          STATION RECOVERY (1953)
 AU3054
 AU3054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 AU3054'A THOROUGH SEARCH OF THE AREA RECOVERED REFERENCE MARK 3 AT A
 AU3054'POINT 1 M. INSHORE.  DISTANCES AND ANGLES TO THE STATION AND
 AU3054'REFERENCE MARKS 2 AND 4 PLACED THEM IN THE WATER.  A LATER VISIT
 AU3054'TO THE AREA DISCLOSED THAT THE DISK IN REFERENCE MARK 3 HAD
 AU3054'BEEN REMOVED.  IT IS SUGGESTED THAT THE STATION AND REFERENCE
 AU3054'MARKS 2 AND 4 BE CONSIDERED LOST.  REFERENCE MARK 3 HAS BEEN
 AU3054'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1247 ***********************************************************************
 AT1247  DESIGNATION -  TRIP
 AT1247  PID         -  AT1247
 AT1247  STATE/COUNTY-  LA/ST BERNARD
 AT1247  USGS QUAD   -  POINTE AUX MARCHETTES (1994)
 AT1247
 AT1247                         *CURRENT SURVEY CONTROL
 AT1247  ___________________________________________________________________
 AT1247* NAD 83(1992)-  29 56 27.63093(N)    089 34 51.83182(W)     ADJUSTED  
 AT1247* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1247  **This station is located in a subsidence area (see below).
 AT1247  ___________________________________________________________________
 AT1247  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AT1247  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AT1247
 AT1247  HORZ ORDER  -  THIRD
 AT1247
 AT1247.The horizontal coordinates were established by classical geodetic methods
 AT1247.and adjusted by the National Geodetic Survey in May 1994..
 AT1247
 AT1247 ** The orthometric height has not been validated since last determined
 AT1247 ** by differential leveling and should not be used for control purposes.
 AT1247 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1247 ** area with valid NAVD 88 orthometric heights.
 AT1247 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1247 ** epoch indicated which incorporates improved geoid heights for the
 AT1247 ** Southern Louisiana Subsidence area.
 AT1247 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1247.The orthometric height was scaled from a topographic map.
 AT1247
 AT1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1247
 AT1247.The geoid height was determined by GEOID03.
 AT1247
 AT1247;                    North         East     Units Scale Factor Converg.
 AT1247;SPC LA S     -   161,020.921 1,169,150.756   MT  0.99992629   +0 52 34.2
 AT1247;SPC LA S     -   528,282.80  3,835,788.77   sFT  0.99992629   +0 52 34.2
 AT1247;UTM  16      - 3,315,050.526   250,872.622   MT  1.00036581   -1 17 20.0
 AT1247
 AT1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1247!SPC LA S     -   1.00000409  x   0.99992629  =   0.99993038
 AT1247!UTM  16      -   1.00000409  x   1.00036581  =   1.00036990
 AT1247
 AT1247|---------------------------------------------------------------------|
 AT1247| PID    Reference Object                     Distance      Geod. Az  |
 AT1247|                                                           dddmmss.s |
 AT1247| DD8189 TRIP RM 1                            45.015 METERS 07120     |
 AT1247| DD8190 TRIP RM 2                            36.258 METERS 16914     |
 AT1247| AT1270 LUCE                                APPROX.15.0 KM 2464421.9 |
 AT1247|---------------------------------------------------------------------|
 AT1247
 AT1247                          SUPERSEDED SURVEY CONTROL
 AT1247
 AT1247  NAD 83(1992)-  29 56 27.63333(N)    089 34 51.82722(W) AD(       ) 3
 AT1247  NAD 83(1986)-  29 56 27.64111(N)    089 34 51.82914(W) AD(       ) 3
 AT1247  NAD 27      -  29 56 26.91000(N)    089 34 51.64600(W) AD(       ) 3
 AT1247
 AT1247.Superseded values are not recommended for survey control.
 AT1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1247.See file dsdata.txt to determine how the superseded data were derived.
 AT1247
 AT1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5087315051(NAD 83)
 AT1247_MARKER: DS = TRIANGULATION STATION DISK
 AT1247_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1247_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1247
 AT1247  HISTORY     - Date     Condition        Report By
 AT1247  HISTORY     - 1934     MONUMENTED       CGS
 AT1247  HISTORY     - 1952     GOOD             CGS
 AT1247
 AT1247                          STATION DESCRIPTION
 AT1247
 AT1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 AT1247'STATION IS ON THE
 AT1247'SE SHORE OF LAKE
 AT1247'BORGNE ABOUT 6-1/2 MILES NE OF SHELL BEACH AND
 AT1247'3-1/4 MILES N OF THE MOUTH OF BAYOU
 AT1247'ST. MALO ON THE S BANK OF A
 AT1247'SMALL BAYOU WHICH EMPTIES INTO THE LAKE.  IT IS 30.4
 AT1247'METERS FROM
 AT1247'THE WATERS EDGE OF THE BAYOU, 71.6 METERS SE OF THE POINT OF
 AT1247'INTERSECTION ON
 AT1247'THE S BANK OF THE BAYOU AND A SMALL BRANCH STREAM,
 AT1247'AND 91 METERS FROM THE SHORE OF LAKE BORGNE.
 AT1247'
 AT1247'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AT1247'IN CONCRETE AT THE
 AT1247'CENTER OF THE TOPS OF 8-INCH TILES, WHICH ARE
 AT1247'FASTENED BY MEANS OF CONCRETE TO THE
 AT1247'UPPER ENDS OF LONG WOODEN
 AT1247'PILES DRIVEN INTO THE MARSH.  MARKS PROJECT 8 INCHES
 AT1247'ABOVE THE GROUND.
 AT1247'
 AT1247'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AT1247
 AT1247                          STATION RECOVERY (1952)
 AT1247
 AT1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PBL)
 AT1247'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 AT1247'DESCRIPTION INADEQUATE.  A COMPLETE NEW
 AT1247'DESCRIPTION FOLLOWS-
 AT1247'
 AT1247'STATION IS LOCATED ON THE E SHORE OF LAKE BORGNE, ABOUT 7.5
 AT1247'MILES NE OF SHELL
 AT1247'BEACH, 4 MILES N OF THE MOUTH OF BAYOU ST. MALO,
 AT1247'JUST S OF THE FIRST POINT S OF
 AT1247'POINTE AUX MARCHETTES, ON THE S
 AT1247'SIDE OF BAYOU GRANDE CHICO.  IT IS 50 FEET E OF
 AT1247'THE APPARENT
 AT1247'SHORELINE, 27 FEET S OF THE CENTER OF A SMALL BIGHT, 73 FEET S OF
 AT1247'A POINT OF LAND
 AT1247'ON THE S SIDE OF THE MOUTH OF THE BAYOU, 235 FEET
 AT1247'SW OF A POINT OF LAND ON THE SW
 AT1247'SIDE OF A FORK IN THE BAYOU, AND
 AT1247'1 FOOT W OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AT1247'
 AT1247'STATION MARK IS A STANDARD DISK, STAMPED TRIP 1934, SET IN
 AT1247'CONCRETE IN THE
 AT1247'TOP OF AN 8-INCH TILE FLUSH WITH THE GROUND.
 AT1247'
 AT1247'R.M. 1 IS A STANDARD DISK, STAMPED TRIP NO. 1 1934, SET IN
 AT1247'CONCRETE IN THE
 AT1247'TOP OF AN 8-INCH TILE PROJECTING 1 INCH.
 AT1247'
 AT1247'R.M. 2 IS A STANDARD DISK, STAMPED TRIP NO 2 1934, SET IN
 AT1247'CONCRETE IN THE
 AT1247'TOP OF AN 8-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1246 ***********************************************************************
 AT1246  DESIGNATION -  TRIP 2
 AT1246  PID         -  AT1246
 AT1246  STATE/COUNTY-  LA/ST BERNARD
 AT1246  USGS QUAD   -  POINTE AUX MARCHETTES (1994)
 AT1246
 AT1246                         *CURRENT SURVEY CONTROL
 AT1246  ___________________________________________________________________
 AT1246* NAD 83(1992)-  29 56 27.78974(N)    089 34 50.30177(W)     ADJUSTED  
 AT1246* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1246  **This station is located in a subsidence area (see below).
 AT1246  ___________________________________________________________________
 AT1246  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AT1246  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AT1246
 AT1246  HORZ ORDER  -  THIRD
 AT1246
 AT1246.The horizontal coordinates were established by classical geodetic methods
 AT1246.and adjusted by the National Geodetic Survey in May 1994..
 AT1246
 AT1246 ** The orthometric height has not been validated since last determined
 AT1246 ** by differential leveling and should not be used for control purposes.
 AT1246 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1246 ** area with valid NAVD 88 orthometric heights.
 AT1246 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1246 ** epoch indicated which incorporates improved geoid heights for the
 AT1246 ** Southern Louisiana Subsidence area.
 AT1246 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1246.The orthometric height was scaled from a topographic map.
 AT1246
 AT1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1246
 AT1246.The geoid height was determined by GEOID03.
 AT1246
 AT1246;                    North         East     Units Scale Factor Converg.
 AT1246;SPC LA S     -   161,026.438 1,169,191.705   MT  0.99992629   +0 52 34.9
 AT1246;SPC LA S     -   528,300.91  3,835,923.12   sFT  0.99992629   +0 52 34.9
 AT1246;UTM  16      - 3,315,054.494   250,913.769   MT  1.00036556   -1 17 19.3
 AT1246
 AT1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1246!SPC LA S     -   1.00000409  x   0.99992629  =   0.99993038
 AT1246!UTM  16      -   1.00000409  x   1.00036556  =   1.00036965
 AT1246
 AT1246|---------------------------------------------------------------------|
 AT1246| PID    Reference Object                     Distance      Geod. Az  |
 AT1246|                                                           dddmmss.s |
 AT1246| DD8192 TRIP 2 RM 1                          10.993 METERS 00034     |
 AT1246| DD8189 TRIP RM 1                                          01009     |
 AT1246| DD8193 TRIP 2 RM 2                           9.942 METERS 10222     |
 AT1246| DD8191 TRIP 2 AZ MK                                       1300115.2 |
 AT1246| AT1248 BAYOU MALO LIGHT 1                  APPROX. 6.2 KM 1981018.1 |
 AT1246| AT1264 SHELL BEACH RADIO MAST              APPROX.13.4 KM 2242058.5 |
 AT1246| AT1266 YSCLOSKEY MUNICIPAL TANK            APPROX.15.5 KM 2243441.9 |
 AT1246|---------------------------------------------------------------------|
 AT1246
 AT1246                          SUPERSEDED SURVEY CONTROL
 AT1246
 AT1246  NAD 83(1992)-  29 56 27.79521(N)    089 34 50.29653(W) AD(       ) 3
 AT1246  NAD 83(1986)-  29 56 27.80121(N)    089 34 50.29871(W) AD(       ) 3
 AT1246  NAD 27      -  29 56 27.06516(N)    089 34 50.10928(W) AD(       ) 3
 AT1246
 AT1246.Superseded values are not recommended for survey control.
 AT1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1246.See file dsdata.txt to determine how the superseded data were derived.
 AT1246
 AT1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5091415054(NAD 83)
 AT1246_MARKER: DS = TRIANGULATION STATION DISK
 AT1246_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1246_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1246
 AT1246  HISTORY     - Date     Condition        Report By
 AT1246  HISTORY     - 1966     MONUMENTED       CGS
 AT1246  HISTORY     - 1971     GOOD             NGS
 AT1246  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 AT1246
 AT1246                          STATION DESCRIPTION
 AT1246
 AT1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1246'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH-NORTHEAST OF HOPEDALE,
 AT1246'8 MILES NORTHEAST
 AT1246'OF SHELL BEACH, 4 MILES NORTH OF THE MOUTH OF BAYOU
 AT1246'ST. MALO, 3-1/2 MILES SOUTH OF PT.
 AT1246'AUX. MARCHETTES, IN A MARSH ON THE
 AT1246'SOUTHEAST SHORE OF LAKE BORGNE AND ON A SMALL ISLAND
 AT1246'AT THE MOUTH OF PADRE BAYOU.
 AT1246'
 AT1246'STATION MARK, A STANDARD DISK STAMPED TRIP 2 1966, IS CRIMPED TO THE
 AT1246'TOP OF A 5/8 INCH
 AT1246'COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT1246'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT1246'PROJECTS 2.4 FEET.  IT IS 57 FEET EAST
 AT1246'OF THE HIGH TIDE MARK AND 3 FEET NORTH OF A METAL
 AT1246'WITNESS POST.
 AT1246'
 AT1246'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TRIP 2 NO 1 1966, IS
 AT1246'CRIMPED TO THE TOP
 AT1246'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1246'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1246'PIPE WHICH PROJECTS 2.7 FEET.  IT
 AT1246'IS 53 FEET EAST OF THE HIGH TIDE MARK AND 6.5 FEET
 AT1246'SOUTHEAST OF A METAL WITNESS POST.
 AT1246'
 AT1246'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TRIP NO 1 1934, IS SET
 AT1246'IN THE TOP OF AN 8
 AT1246'INCH TERRACOTTA TILE WHICH IS 2 INCHES BELOW THE
 AT1246'GROUND SURFACE.  IT IS 59 FEET EAST
 AT1246'OF THE HIGH TIDE MARK AND 0.6 FOOT
 AT1246'SOUTHEAST OF A METAL WITNESS POST.
 AT1246'
 AT1246'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TRIP 2 NO 2 1966, IS
 AT1246'CRIMPED TO THE TOP
 AT1246'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.
 AT1246'IT IS ENCASED IN A 4 INCH ORANGEBURG
 AT1246'PIPE WHICH PROJECTS 2.7 FEET.  IT
 AT1246'IS 47.1 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST,
 AT1246'40 FEET WEST OF
 AT1246'THE HIGH TIDE MARK AND 32.5 FEET EAST OF THE METAL WITNESS POST.
 AT1246'
 AT1246'AZIMUTH MARK, A STANDARD DISK STAMPED TRIP 2 1966.  IT IS LOCATED
 AT1246'IN MARSHLAND
 AT1246'SOUTHEAST OF THE STATION AND ON THE NORTH SIDE OF PADRE
 AT1246'BAYOU.  CRIMPED TO THE TOP OF A
 AT1246'5/8 INCH COPPER WELD GROUND ROD 32 FEET
 AT1246'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE
 AT1246'WHICH PROJECTS 2.7
 AT1246'FEET.  IT IS 50 FEET SOUTH OF THE HIGH TIDE MARK, 30 FEET NORTH OF
 AT1246'THE NORTH EDGE
 AT1246'OF PADRE BAYOU AND 1.5 FEET EAST OF A METAL WITNESS POST.
 AT1246'
 AT1246'NOTE- THE STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 AT1246'
 AT1246'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
 AT1246
 AT1246                          STATION RECOVERY (1971)
 AT1246
 AT1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1246'STATION AND REFERENCE MARKS RECOVERED IN FAIR CONDITION.  STATION
 AT1246'MARK DISK NOW EXTENDS ABOVE ORANGE BURG PIPE.
 AT1246'
 AT1246'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AT1246'
 AT1246'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH-NORTHEAST OF HOPEDALE,
 AT1246'8 MILES NORTHEAST OF SHELL BEACH, 4 MILES NORTH OF THE MOUTH OF
 AT1246'BAYOU ST. MALO, 3-1/2 MILES SOUTH OF PT. AUX. MARCHETTES, ON A MARSH
 AT1246'ISLAND LOCATED ON THE SOUTHEAST SHORE OF LAKE BORGNE 0.3 MILES NORTH
 AT1246'OF PADRE BAYOU AT THE MOUTH OF CUTOFF BAYOU.
 AT1246'
 AT1246'STATION MARK, A STANDARD DISK STAMPED TRIP 2 1966, IS CRIMPED TO THE
 AT1246'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 AT1246'INCASED IN A 4 INCH ORANGE BURG PIPE WHICH PROJECTS 2.4 FEET.  THE
 AT1246'DISK PROJECTS 1/2 INCH ABOVE THE LIP OF THE PIPE.  IT IS 20
 AT1246'FEET EAST OF THE HIGH WATER LINE AND 3 FEET NORTH OF A METAL
 AT1246'WITNESS POST.  REFERENCE MARK NO. 1, A STANDARD DISK STAMPED
 AT1246'TRIP 2 NO 1 1966, IS CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD
 AT1246'GROUND ROD 24 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGE
 AT1246'BURG PIPE WHICH PROJECTS 2.7 FEET.  IT IS 17 FEET EAST OF THE HIGH
 AT1246'WATER LINE AND 6.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 AT1246'
 AT1246'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TRIP NO 1 1934, IS SET
 AT1246'IN THE TOP OF AN 8 INCH TERRACOTTA TILE WHICH IS FLUSH WITH THE
 AT1246'SURFACE.  IT IS 23 FEET EAST OF THE HIGH TIDE MARK AND 0.6 FOOT
 AT1246'SOUTHEAST OF A METAL WITNESS POST.
 AT1246'
 AT1246'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TRIP 2 NO 2 1966, IS
 AT1246'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 AT1246'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.7
 AT1246'FEET.  IT IS 47.1 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 40
 AT1246'FT. WEST OF THE HIGH WATER LINE AND 32.5 FT. EAST OF A METAL
 AT1246'WITNESS POST.
 AT1246'
 AT1246'AZIMUTH MARK, A STANDARD DISK STAMPED TRIP 2 1966, IS CRIMPED TO THE
 AT1246'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FT. LONG.  IT IS ENCASED
 AT1246'IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.7 FT.  IT IS LOCATED
 AT1246'IN MARSHLAND SOUTHEAST OF THE STATION.  TO READ THE AZIMUTH,
 AT1246'PROCEED FROM THE STATION SOUTH ABOUT 300 FT. TO THE MOUTH OF A BAYOU
 AT1246'LOCATED JUST SOUTH OF CUTOFF BAYOU AND NORTH OF PADRE BAYOU.
 AT1246'PROCEED EAST THEN SOUTHEAST TO A POINT ABOUT 100 FEET FROM WHERE
 AT1246'THE BAYOU TURNS NORTHEAST, AND THE THE AZIMUTH ON THE RIGHT.
 AT1246'THE MARK IS 50 FEET SOUTHWEST OF THE BAYOU AND ON THE NORTH EDGE
 AT1246'OF A LARGE MARSH POND.
 AT1246'
 AT1246'NOTE--THE STATION CAN BE REACHED BY A FLOATPLANE OR BOAT ONLY.
 AT1246
 AT1246                          STATION RECOVERY (1976)
 AT1246
 AT1246'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JFM)
 AT1246'TRIP 2 NOT LOCATED.
 AT1246'
 AT1246'TRIP 2 NO. 2 FOUND BUT POOR CONDITION.
 AT1246'
 AT1246'AZIMUTH MARK NOT SEARCHED FOR, BUT SHOULD BE RECOVERABLE.
 AT1246'
 AT1246'LOCATION OF TRIP 2 WAS FOUND FROM REF. MARK.  REMAINS OF WHAT
 AT1246'APPEARED TO BE THE BOTTOM OF WITNESS POST WAS FOUND AS WELL AS
 AT1246'REMAINS OF WOODEN PLATFORM BUT MONUMENT WAS NOT FOUND.
 AT1246'LOCATION IS NOW SEVERAL FEET FROM SHORE INTO LAKE BORGNE.  MONUMENT
 AT1246'SHOULD BE REESTABLISHED AS THERE IS CONSIDERABLE PIPE LINE AND GAS
 AT1246'WELL DRILLING IN AREA.
 AT1246'
 AT1246'DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES NNE OF
 AT1246'HOPEDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1094 ***********************************************************************
 AT1094  DESIGNATION -  TRIUMPH GULF RADIO MAST
 AT1094  PID         -  AT1094
 AT1094  STATE/COUNTY-  LA/PLAQUEMINES
 AT1094  USGS QUAD   -  TRIUMPH (1993)
 AT1094
 AT1094                         *CURRENT SURVEY CONTROL
 AT1094  ___________________________________________________________________
 AT1094* NAD 83(1992)-  29 20 24.78794(N)    089 29 57.86481(W)     ADJUSTED  
 AT1094* NAVD 88     -                                                        
 AT1094  **This station is located in a subsidence area (see below).
 AT1094  ___________________________________________________________________
 AT1094  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AT1094  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AT1094
 AT1094  HORZ ORDER  -  THIRD
 AT1094
 AT1094.The horizontal coordinates were established by classical geodetic methods
 AT1094.and adjusted by the National Geodetic Survey in January 1993..
 AT1094
 AT1094 ** The orthometric height has not been validated since last determined
 AT1094 ** by differential leveling and should not be used for control purposes.
 AT1094 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1094 ** area with valid NAVD 88 orthometric heights.
 AT1094 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1094 ** epoch indicated which incorporates improved geoid heights for the
 AT1094 ** Southern Louisiana Subsidence area.
 AT1094 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1094
 AT1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1094
 AT1094.The geoid height was determined by GEOID03.
 AT1094
 AT1094;                    North         East     Units Scale Factor Converg.
 AT1094;SPC LA S     -    94,560.746 1,178,098.416   MT  0.99999173   +0 55 01.2
 AT1094;SPC LA S     -   310,238.05  3,865,144.55   sFT  0.99999173   +0 55 01.2
 AT1094;UTM  16      - 3,248,274.605   257,319.092   MT  1.00032677   -1 13 31.1
 AT1094
 AT1094                          SUPERSEDED SURVEY CONTROL
 AT1094
 AT1094  NAD 83(1986)-  29 20 24.79535(N)    089 29 57.87335(W) AD(       ) 4
 AT1094  NAD 27      -  29 20 24.00000(N)    089 29 57.67000(W) AD(       ) 3
 AT1094
 AT1094.Superseded values are not recommended for survey control.
 AT1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1094.See file dsdata.txt to determine how the superseded data were derived.
 AT1094
 AT1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT5731948275(NAD 83)
 AT1094_MARKER: 42 = RADIO/TV MAST
 AT1094
 AT1094  HISTORY     - Date     Condition        Report By
 AT1094  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1094  HISTORY     - 1960     GOOD             CGS
 AT1094
 AT1094                          STATION DESCRIPTION
 AT1094
 AT1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AT1094'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO PREVIOUS
 AT1094'DESCRIPTION, A NEW
 AT1094'DESCRIPTION AS FOLLOWS-
 AT1094'
 AT1094'THE STATION IS LOCATED ABOUT 2.4 MILES SOUTHEAST ALONG LOUISIANA
 AT1094'STATE HIGHWAY 23 FROM THE POST OFFICE IN BURAS AND AT THE GULF OIL
 AT1094'CORPORATION OFFICE. IT IS ABOUT 200 FEET SOUTH OF THE POST OFFICE
 AT1094'AT TRIUMPH AND 87 FEET SOUTHWEST OF STATE HIGHWAY 23.
 AT1094'
 AT1094'THE STATION IS THE
 AT1094'CENTER OF THE LIGHT ATOP A SKELETON STEEL TOWER
 AT1094'WHICH IS 140 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1107 ***********************************************************************
 AT1107  DESIGNATION -  TROPICAL BEND LIGHT
 AT1107  PID         -  AT1107
 AT1107  STATE/COUNTY-  LA/PLAQUEMINES
 AT1107  USGS QUAD   -  EMPIRE (1992)
 AT1107
 AT1107                         *CURRENT SURVEY CONTROL
 AT1107  ___________________________________________________________________
 AT1107* NAD 83(1992)-  29 24 03.20851(N)    089 36 19.89122(W)     ADJUSTED  
 AT1107* NAVD 88     -                                                        
 AT1107  **This station is located in a subsidence area (see below).
 AT1107  ___________________________________________________________________
 AT1107  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1107  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AT1107
 AT1107  HORZ ORDER  -  THIRD
 AT1107
 AT1107.The horizontal coordinates were established by classical geodetic methods
 AT1107.and adjusted by the National Geodetic Survey in January 1993..
 AT1107
 AT1107 ** The orthometric height has not been validated since last determined
 AT1107 ** by differential leveling and should not be used for control purposes.
 AT1107 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1107 ** area with valid NAVD 88 orthometric heights.
 AT1107 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1107 ** epoch indicated which incorporates improved geoid heights for the
 AT1107 ** Southern Louisiana Subsidence area.
 AT1107 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1107
 AT1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1107
 AT1107.The geoid height was determined by GEOID03.
 AT1107
 AT1107;                    North         East     Units Scale Factor Converg.
 AT1107;SPC LA S     -   101,124.767 1,167,692.325   MT  0.99998018   +0 51 50.1
 AT1107;SPC LA S     -   331,773.51  3,831,003.90   sFT  0.99998018   +0 51 50.1
 AT1107;UTM  16      - 3,255,225.736   247,161.954   MT  1.00038888   -1 16 47.2
 AT1107
 AT1107                          SUPERSEDED SURVEY CONTROL
 AT1107
 AT1107  NAD 83(1986)-  29 24 03.21720(N)    089 36 19.89871(W) AD(       ) 4
 AT1107  NAD 27      -  29 24 02.43300(N)    089 36 19.65700(W) AD(       ) 3
 AT1107
 AT1107.Superseded values are not recommended for survey control.
 AT1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1107.See file dsdata.txt to determine how the superseded data were derived.
 AT1107
 AT1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT4716255226(NAD 83)
 AT1107_MARKER: 14 = NAVIGATION LIGHT
 AT1107
 AT1107  HISTORY     - Date     Condition        Report By
 AT1107  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1107
 AT1107                          STATION DESCRIPTION
 AT1107
 AT1107'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2543 ***********************************************************************
 BK2543  DESIGNATION -  TROUT
 BK2543  PID         -  BK2543
 BK2543  STATE/COUNTY-  LA/BEAUREGARD
 BK2543  USGS QUAD   -  NEALE (1986)
 BK2543
 BK2543                         *CURRENT SURVEY CONTROL
 BK2543  ___________________________________________________________________
 BK2543* NAD 83(1992)-  30 50 22.32394(N)    093 25 33.14462(W)     ADJUSTED  
 BK2543* NAVD 88     -        62.577  (meters)     205.30   (feet)  ADJUSTED  
 BK2543  ___________________________________________________________________
 BK2543  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 BK2543  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK2543  DYNAMIC HT  -          62.497 (meters)     205.04  (feet)  COMP
 BK2543  MODELED GRAV-     979,372.4   (mgal)                       NAVD 88
 BK2543
 BK2543  HORZ ORDER  -  FIRST
 BK2543  VERT ORDER  -  SECOND    CLASS I
 BK2543
 BK2543.The horizontal coordinates were established by classical geodetic methods
 BK2543.and adjusted by the National Geodetic Survey in January 1993..
 BK2543
 BK2543.The orthometric height was determined by differential leveling
 BK2543.and adjusted by the National Geodetic Survey in February 1994..
 BK2543
 BK2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2543
 BK2543.The geoid height was determined by GEOID03.
 BK2543
 BK2543.The dynamic height is computed by dividing the NAVD 88
 BK2543.geopotential number by the normal gravity value computed on the
 BK2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2543.degrees latitude (g = 980.6199 gals.).
 BK2543
 BK2543.The modeled gravity was interpolated from observed gravity values.
 BK2543
 BK2543;                    North         East     Units Scale Factor Converg.
 BK2543;SPC LA S     -   261,161.015   799,824.224   MT  1.00003265   -1 02 46.7
 BK2543;SPC LA S     -   856,825.76  2,624,089.97   sFT  1.00003265   -1 02 46.7
 BK2543;SPC TX C     - 3,150,525.039 1,360,293.897   MT  0.99988571   +3 33 27.9
 BK2543;SPC TX C     -10,336,347.57  4,462,897.56   sFT  0.99988571   +3 33 27.9
 BK2543;SPC LA N     -    38,026.165   911,420.496   MT  1.00009025   -0 29 22.2
 BK2543;SPC LA N     -   124,757.51  2,990,218.74   sFT  1.00009025   -0 29 22.2
 BK2543;UTM  15      - 3,411,896.128   459,275.435   MT  0.99962046   -0 13 06.0
 BK2543
 BK2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2543!SPC LA S     -   0.99999444  x   1.00003265  =   1.00002709
 BK2543!SPC TX C     -   0.99999444  x   0.99988571  =   0.99988015
 BK2543!SPC LA N     -   0.99999444  x   1.00009025  =   1.00008469
 BK2543!UTM  15      -   0.99999444  x   0.99962046  =   0.99961490
 BK2543
 BK2543:                Primary Azimuth Mark                     Grid Az
 BK2543:SPC LA S     -  DE RIDDER PARISH CTHSE DOME              087 47 28.5
 BK2543:SPC TX C     -  DE RIDDER PARISH CTHSE DOME              083 11 13.9
 BK2543:SPC LA N     -  DE RIDDER PARISH CTHSE DOME              087 14 04.0
 BK2543:UTM  15      -  DE RIDDER PARISH CTHSE DOME              086 57 47.8
 BK2543
 BK2543|---------------------------------------------------------------------|
 BK2543| PID    Reference Object                     Distance      Geod. Az  |
 BK2543|                                                           dddmmss.s |
 BK2543| BK3064 DE RIDDER PARISH CTHSE DOME         APPROX.13.2 KM 0864441.8 |
 BK2543| BK3063 DE RIDDER LONG BELL LUMBER TK       APPROX.13.5 KM 0890718.5 |
 BK2543| BK2544 TROUT RM 3                           37.573 METERS 11036     |
 BK2543| CV8513 TROUT RM 1                           42.696 METERS 12035     |
 BK2543| CV8514 TROUT RM 2                           46.857 METERS 24251     |
 BK2543| BK2542 TROUT RM 4                           37.442 METERS 24921     |
 BK2543| BK2541 TT 48 N RESET                       434.782 METERS 2631111.9 |
 BK2543| BK3071 TT 48 N USGS 1935                   437.021 METERS 2650109.9 |
 BK2543|---------------------------------------------------------------------|
 BK2543
 BK2543                          SUPERSEDED SURVEY CONTROL
 BK2543
 BK2543  NAD 83(1986)-  30 50 22.33625(N)    093 25 33.14083(W) AD(       ) 1
 BK2543  NAD 27      -  30 50 21.62496(N)    093 25 32.53760(W) AD(       ) 1
 BK2543
 BK2543.Superseded values are not recommended for survey control.
 BK2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2543.See file dsdata.txt to determine how the superseded data were derived.
 BK2543
 BK2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5927511896(NAD 83)
 BK2543_MARKER: DS = TRIANGULATION STATION DISK
 BK2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2543_SP_SET: CONCRETE POST
 BK2543_STAMPING: TROUT 1935
 BK2543_MARK LOGO: CGS   
 BK2543_PROJECTION: PROJECTING 6 CENTIMETERS
 BK2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2543+STABILITY: SURFACE MOTION
 BK2543
 BK2543  HISTORY     - Date     Condition        Report By
 BK2543  HISTORY     - 1935     MONUMENTED       CGS
 BK2543  HISTORY     - 1936     GOOD             LAGS
 BK2543  HISTORY     - 1950     GOOD             CGS
 BK2543  HISTORY     - 1963     GOOD             CGS
 BK2543  HISTORY     - 1984     GOOD             LADTD
 BK2543
 BK2543                          STATION DESCRIPTION
 BK2543
 BK2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2543'STATION IS ABOUT 9-1/2 MILES NE OF MERRYVILLE, ABOUT 8 MILES
 BK2543'W OF DE RIDDER, IN SE 1/4 SEC. 31, T 2 S, R 10 W, IN A CUT-OVER
 BK2543'AREA THAT WAS FORMERLY OWNED BY THE LONGBELL LUMBER COMPANY
 BK2543'(UNCERTAIN AS TO PRESENT OWNERSHIP), 104 FEET N OF CENTER
 BK2543'LINE OF STATE HIGHWAY 22, 75 FEET NNE OF THE TRIANGULAR-BLAZED,
 BK2543'LONE, 6-INCH PINE TREE THAT STANDS ON N SIDE OF THE HIGHWAY,
 BK2543'67 FEET ESE OF THE MORE EASTERLY OF TWO TREE STUBS THAT
 BK2543'PROJECT ABOUT 8 FEET.  THE MARK PROJECTS 4 INCHES.
 BK2543'
 BK2543'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BK2543'DISKS SET IN CONCRETE.
 BK2543'
 BK2543'U.S.G.S. BENCH MARK TT48 N 1934 (AZIMUTH MARK) IS W OF STATION,
 BK2543'22 FEET S OF CENTER LINE OF THE HIGHWAY, 6 FEET N OF THE
 BK2543'WIRE FENCE, 7 FEET NE OF THE GATEPOST AT E END OF THE CATTLE
 BK2543'GUARD.  THE MARK IS A STANDARD U.S.G.S. BENCH MARK BRONZE
 BK2543'TABLET SET IN A PRECAST CONCRETE POST.  IT PROJECTS 6 INCHES.
 BK2543'
 BK2543'REFERENCE MARK NO. 1 IS SE OF STATION, 32 FEET N OF CENTER
 BK2543'LINE OF THE HIGHWAY, 39 FEET W OF A TRANSMISSION POLE, 5 FEET
 BK2543'SE OF A 2-FOOT STUMP, 169 FEET E OF THE TRIANGULAR-BLAZED
 BK2543'6-INCH PINE TREE.  IT PROJECTS 6 INCHES.
 BK2543'
 BK2543'REFERENCE MARK NO. 2 IS SW OF STATION, 32 FEET N OF CENTER
 BK2543'LINE OF THE HIGHWAY, 4 FEET E OF A TRANSMISSION POLE, 90 FEET
 BK2543'W OF THE TRIANGULAR-BLAZED 6-INCH PINE TREE, 257.39 FEET W
 BK2543'OF REFERENCE MARK NO. 1.  IT PROJECTS 5 INCHES.
 BK2543'
 BK2543'TO REACH FROM THE COURTHOUSE IN DE RIDDER, GO W ON LOUISIANA
 BK2543'HIGHWAY 22, 8.3 MILES TO STATION ON N SIDE OF HIGHWAY.
 BK2543'
 BK2543'A 126-FOOT SIGNAL AT LUDINGTON COMES INTO VIEW AT 20 FEET,
 BK2543'A 126-FOOT SIGNAL AT CARSON COMES INTO VIEW AT 65 FEET, A
 BK2543'126-FOOT SIGNAL AT MERRYVILLE COMES INTO VIEW AT 40 FEET,
 BK2543'A 136-FOOT SIGNAL AT BON COMES INTO VIEW AT 30 FEET, A 126-FOOT
 BK2543'SIGNAL AT SABINE COMES INTO VIEW AT 35 FEET, AND A 126-FOOT
 BK2543'SIGNAL AT ANACOCO COMES INTO VIEW AT 30 FEET.
 BK2543'
 BK2543'HEIGHT OF LIGHT ABOVE STATION MARK - 126 FEET.
 BK2543
 BK2543                          STATION RECOVERY (1936)
 BK2543
 BK2543'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2543'RECOVERED AS DESCRIBED.
 BK2543
 BK2543                          STATION RECOVERY (1950)
 BK2543
 BK2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 BK2543'STATION, BOTH REFERENCE MARKS, WERE RECOVERED AS PREVIOUSLY
 BK2543'DESCRIBED AND IN GOOD CONDITION.  THE U.S.G.S. BENCH MARK
 BK2543'NO. TT48 N 1934 THAT WAS USED FOR THE AZIMUTH PROJECTS ABOUT
 BK2543'2 FEET ABOVE GROUND, AND DUE TO EROSION OF THE ROAD BANK
 BK2543'THE MARK WILL SOON BE DESTROYED.
 BK2543
 BK2543                          STATION RECOVERY (1963)
 BK2543
 BK2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BK2543'THE STATION WAS VISITED 3-6-63 AND THE STATION, REFERENCE
 BK2543'MARK NO. 1 AND REFERENCE MARK NO. 2 AND TT 48 N (USGS) WERE
 BK2543'FOUND IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION IT WAS
 BK2543'NECESSARY TO DESTROY REFERENCE MARK NO. 1 AND 2 AND ESTABLISH
 BK2543'NO. 3 AND 4.  TT 48 N 1934 (USGS) WAS ALSO RESET AT THIS
 BK2543'DATE.  A NEW DESCRIPTION FOLLOWS--
 BK2543'
 BK2543'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF MERRYVILLE,
 BK2543'ABOUT 8 MILES WEST OF DE RIDDER, IN THE SOUTHEAST 1/4 OF
 BK2543'SECTION 31, T 2 S., R 10 W., IN AN OPEN PASTURE ON THE TOP
 BK2543'OF A LOW HILL ON LAND OWNED BY MR. CHARLES BOCHER.  IT IS
 BK2543'103.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 331.4
 BK2543'FEET WEST-NORTHWEST OF A POWER POLE, 129 FEET EAST-NORTHEAST
 BK2543'OF A POWER POLE, 40.3 FEET NORTH OF A RIGHT-OF-WAY FENCE LINE,
 BK2543'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 BK2543'DISK, STAMPED TROUT 1935, PROJECTING 4 INCHES.
 BK2543'
 BK2543'REFERENCE MARK NO. 3 IS 123.27 FEET SOUTHEAST OF THE STATION,
 BK2543'60 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 238 FEET
 BK2543'EAST OF A POWER POLE, 213 FEET WEST OF A POWER POLE, AND 1 FOOT
 BK2543'EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BK2543'TROUT NO 3 1935, PROJECTING 6 INCHES.
 BK2543'
 BK2543'REFERENCE MARK NO. 4 IS 122.84 FEET SOUTHWEST OF THE STATION,
 BK2543'60 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190, 7.5 FEET
 BK2543'EAST OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST.
 BK2543'IT IS A STANDARD DISK, STAMPED TROUT NO 4 1935, PROJECTING 4
 BK2543'INCHES.
 BK2543'
 BK2543'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 BK2543'MARK NO. 4 IS 230.4 FEET.
 BK2543'
 BK2543'U.S. GEOLOGICAL SURVEY MARK TT 48 N RESET 1963 IS USED AS
 BK2543'AN AZIMUTH MARK FOR THE STATION.  IT IS 0.25 MILE WEST OF THE
 BK2543'STATION, AT THE JUNCTION WITH A DRIVEWAY LEADING SOUTH TO A
 BK2543'FARM HOUSE ABOUT 0.1 MILE SOUTH OF THE HIGHWAY, ACROSS THE
 BK2543'HIGHWAY FROM A SMALL RED HOUSE OWNED BY CHARLES BOCHER, 67.5
 BK2543'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 33 FEET EAST OF THE
 BK2543'CENTER OF THE DRIVEWAY, 22 FEET EAST OF THE EAST END OF A
 BK2543'CATTLE GUARD IN DRIVEWAY, AND 1 FOOT SOUTHWEST OF A METAL
 BK2543'WITNESS POST.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 BK2543'STA PED TT 48 N RESET 1963, SET IN THE TOP OF A 12-INCH
 BK2543'ROUND CONCRETE POST PROJECTING 4 INCHES.
 BK2543'
 BK2543'TO REACH THE STATION FROM THE COURTHOUSE AT DE RIDDER, GO
 BK2543'WEST ON U.S. HIGHWAY 190 FOR 8.3 MILES TO THE STATION ON
 BK2543'THE RIGHT.  CONTINUE WEST FOR 0.25 MILE TO THE AZIMUTH MARK ON
 BK2543'THE LEFT.
 BK2543
 BK2543                          STATION RECOVERY (1984)
 BK2543
 BK2543'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2543'8.40 KM (5.22 MI) EAST FROM JUNCTION.
 BK2543'8.40 KM (5.22 MILES) EAST ON US 190 FROM THE JUNCTION OF LA.111 AND US
 BK2543'190 TO THE MARK ON THE LEFT, 31.6 METERS (103.6 FEET) NORTH OF THE
 BK2543'CENTERLINE OF US 190, 13.7 METERS (45.0 FEET) NORTH-NORTHEAST OF A
 BK2543'RIGHT OF WAY MARKER, 39.5 METERS (129.7 FEET) SOUTH-SOUTH WEST OF THE
 BK2543'SOUTHWEST CORNER OF A BRICK HOUSE, DISC SET IN A 12 INCH CONCRETE
 BK2543'SQUARE WITH IRON NAIL EMBEDDED IN CONCRETE
 BK2543'THE MARK IS 1.5 M ABOVE US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3080 ***********************************************************************
 AU3080  DESIGNATION -  TROUT 1934
 AU3080  PID         -  AU3080
 AU3080  STATE/COUNTY-  LA/TERREBONNE
 AU3080  USGS QUAD   -  LAKE THERIOT (1994)
 AU3080
 AU3080                         *CURRENT SURVEY CONTROL
 AU3080  ___________________________________________________________________
 AU3080* NAD 83(1992)-  29 23 52.07003(N)    090 50 49.44247(W)     ADJUSTED  
 AU3080* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 AU3080  ___________________________________________________________________
 AU3080  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3080  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AU3080
 AU3080  HORZ ORDER  -  THIRD
 AU3080  VERT ORDER  -  THIRD ? (See Below)
 AU3080
 AU3080.The horizontal coordinates were established by classical geodetic methods
 AU3080.and adjusted by the National Geodetic Survey in January 1993..
 AU3080
 AU3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3080.The vertical order pertains to the NGVD 29 superseded value.
 AU3080
 AU3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3080
 AU3080.The geoid height was determined by GEOID03.
 AU3080
 AU3080;                    North         East     Units Scale Factor Converg.
 AU3080;SPC LA S     -    99,617.682 1,047,197.624   MT  0.99998074   +0 14 35.3
 AU3080;SPC LA S     -   326,829.01  3,435,680.87   sFT  0.99998074   +0 14 35.3
 AU3080;UTM  15      - 3,253,986.710   708,913.233   MT  1.00013857   +1 03 25.9
 AU3080
 AU3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3080!SPC LA S     -   1.00000344  x   0.99998074  =   0.99998418
 AU3080!UTM  15      -   1.00000344  x   1.00013857  =   1.00014201
 AU3080
 AU3080                          SUPERSEDED SURVEY CONTROL
 AU3080
 AU3080  NAD 83(1986)-  29 23 52.09290(N)    090 50 49.44857(W) AD(       ) 3
 AU3080  NAD 27      -  29 23 51.30000(N)    090 50 49.12000(W) AD(       ) 3
 AU3080  NGVD 29 (07/19/86)    3.08   (m)           10.1    (f) LEVELING    3  
 AU3080
 AU3080.Superseded values are not recommended for survey control.
 AU3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3080.See file dsdata.txt to determine how the superseded data were derived.
 AU3080
 AU3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0891353987(NAD 83)
 AU3080_MARKER: DS = TRIANGULATION STATION DISK
 AU3080_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3080_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3080
 AU3080  HISTORY     - Date     Condition        Report By
 AU3080  HISTORY     - 1934     MONUMENTED       CGS
 AU3080  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3080
 AU3080                          STATION DESCRIPTION
 AU3080
 AU3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3080'STATION IS ON THE PROMINENT POINT ON THE S SHORE OF LAKE DE CADE,
 AU3080'25 METERS (82 FEET) FROM THE END OF THE POINT IN SOFT MARSH.
 AU3080'
 AU3080'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3080'IN THE TOP OF A TILE.
 AU3080'
 AU3080'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU3080'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU3080'DRIVEN INTO THE MARSH, IS 13.8 METERS (45 FEET) FROM THE STATION
 AU3080'S 79 DEG E.
 AU3080'
 AU3080'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE CENTER
 AU3080'OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG PILE
 AU3080'DRIVEN INTO THE MARSH, IS 13.7 METERS (45 FEET) FROM THE STATION
 AU3080'S 2 DEG W.
 AU3080
 AU3080                          STATION RECOVERY (1952)
 AU3080
 AU3080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3080'STATION WAS NOT RECOVERED.  THE AREA WAS SEARCHED, BUT NO
 AU3080'EVIDENCE OF THE STATION OR REFERENCE MARKS WAS FOUND.  IT IS
 AU3080'BELIEVED THAT THE MONUMENTS HAVE BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2544 ***********************************************************************
 BK2544  DESIGNATION -  TROUT RM 3
 BK2544  PID         -  BK2544
 BK2544  STATE/COUNTY-  LA/BEAUREGARD
 BK2544  USGS QUAD   -  NEALE (1986)
 BK2544
 BK2544                         *CURRENT SURVEY CONTROL
 BK2544  ___________________________________________________________________
 BK2544* NAD 83(1986)-  30 50 23.     (N)    093 25 34.     (W)     SCALED    
 BK2544* NAVD 88     -        62.277  (meters)     204.32   (feet)  ADJUSTED  
 BK2544  ___________________________________________________________________
 BK2544  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK2544  DYNAMIC HT  -          62.198 (meters)     204.06  (feet)  COMP
 BK2544  MODELED GRAV-     979,372.4   (mgal)                       NAVD 88
 BK2544
 BK2544  VERT ORDER  -  SECOND    CLASS I
 BK2544
 BK2544.The horizontal coordinates were scaled from a topographic map and have
 BK2544.an estimated accuracy of +/- 6 seconds.
 BK2544
 BK2544.The orthometric height was determined by differential leveling
 BK2544.and adjusted by the National Geodetic Survey in February 1994..
 BK2544
 BK2544.The geoid height was determined by GEOID03.
 BK2544
 BK2544.The dynamic height is computed by dividing the NAVD 88
 BK2544.geopotential number by the normal gravity value computed on the
 BK2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2544.degrees latitude (g = 980.6199 gals.).
 BK2544
 BK2544.The modeled gravity was interpolated from observed gravity values.
 BK2544
 BK2544;                    North         East    Units  Estimated Accuracy
 BK2544;SPC LA S     -   261,180.      799,800.      MT  (+/- 180 meters Scaled)
 BK2544
 BK2544                          SUPERSEDED SURVEY CONTROL
 BK2544
 BK2544.No superseded survey control is available for this station.
 BK2544
 BK2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ592119(NAD 83)
 BK2544_MARKER: DR = REFERENCE MARK DISK
 BK2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2544_SP_SET: CONCRETE POST
 BK2544_STAMPING: TROUT RM3 1935
 BK2544_MARK LOGO: CGS   
 BK2544_PROJECTION: FLUSH
 BK2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2544+STABILITY: SURFACE MOTION
 BK2544
 BK2544  HISTORY     - Date     Condition        Report By
 BK2544  HISTORY     - 1963     MONUMENTED       CGS
 BK2544  HISTORY     - 1984     GOOD             LADTD
 BK2544
 BK2544                          STATION DESCRIPTION
 BK2544
 BK2544'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2544'8.43 KM (5.24 MI) EAST FROM JUNCTION.
 BK2544'8.43 KM (5.24 MILES) EAST ON US 190 FROM THE JUNCTION OF LA.111 AND US
 BK2544'190 TO THE MARK ON THE LEFT, 15.4 METER (60.4 FEET) NORTH OF THE
 BK2544'CENTERLINE OF US 190, 49.1 METERS (161.7 FEET) SOUTHWEST OF THE
 BK2544'CENTERLINE OF CYPRESS STREET LEADING NORTH, 47.6 METERS (156.2 FEET)
 BK2544'WEST OF THE SOUTH EAST CORNER OF A BRICK HOUSE.
 BK2544'THE MARK IS 0.34 METERS  E FROM A WITNESS POST.
 BK2544'THE MARK IS 1.07 M ABOVE US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2542 ***********************************************************************
 BK2542  DESIGNATION -  TROUT RM 4
 BK2542  PID         -  BK2542
 BK2542  STATE/COUNTY-  LA/BEAUREGARD
 BK2542  USGS QUAD   -  NEALE (1986)
 BK2542
 BK2542                         *CURRENT SURVEY CONTROL
 BK2542  ___________________________________________________________________
 BK2542* NAD 83(1986)-  30 50 23.     (N)    093 25 34.     (W)     SCALED    
 BK2542* NAVD 88     -        61.858  (meters)     202.95   (feet)  ADJUSTED  
 BK2542  ___________________________________________________________________
 BK2542  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK2542  DYNAMIC HT  -          61.779 (meters)     202.69  (feet)  COMP
 BK2542  MODELED GRAV-     979,372.4   (mgal)                       NAVD 88
 BK2542
 BK2542  VERT ORDER  -  SECOND    CLASS I
 BK2542
 BK2542.The horizontal coordinates were scaled from a topographic map and have
 BK2542.an estimated accuracy of +/- 6 seconds.
 BK2542
 BK2542.The orthometric height was determined by differential leveling
 BK2542.and adjusted by the National Geodetic Survey in February 1994..
 BK2542
 BK2542.The geoid height was determined by GEOID03.
 BK2542
 BK2542.The dynamic height is computed by dividing the NAVD 88
 BK2542.geopotential number by the normal gravity value computed on the
 BK2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2542.degrees latitude (g = 980.6199 gals.).
 BK2542
 BK2542.The modeled gravity was interpolated from observed gravity values.
 BK2542
 BK2542;                    North         East    Units  Estimated Accuracy
 BK2542;SPC LA S     -   261,180.      799,800.      MT  (+/- 180 meters Scaled)
 BK2542
 BK2542                          SUPERSEDED SURVEY CONTROL
 BK2542
 BK2542.No superseded survey control is available for this station.
 BK2542
 BK2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ592119(NAD 83)
 BK2542_MARKER: DR = REFERENCE MARK DISK
 BK2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2542_SP_SET: CONCRETE POST
 BK2542_STAMPING: TROUT RM4 1935
 BK2542_MARK LOGO: CGS   
 BK2542_PROJECTION: FLUSH
 BK2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2542+STABILITY: SURFACE MOTION
 BK2542
 BK2542  HISTORY     - Date     Condition        Report By
 BK2542  HISTORY     - 1963     MONUMENTED       CGS
 BK2542  HISTORY     - 1984     GOOD             LADTD
 BK2542
 BK2542                          STATION DESCRIPTION
 BK2542
 BK2542'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2542'8.37 KM (5.20 MI) EAST FROM JUNCTION.
 BK2542'8.37 KM (5.20 MILES) EAST ON US 190 FROM THE JUNCTION OF LA.111 AND US
 BK2542'190 TO THE MARK ON THE LEFT, 18.2 METERS (59.8 FEET) NORTH OF THE
 BK2542'CENTERLINE OF US 190, 83.8 METERS (275.1 FEET) EAST OF THE CENTERLINE
 BK2542'OF OAK STREET LEADING NORTH, 2.3 METER (7.6 FEET) EAST SOUTHEAST OF A
 BK2542'POWER POLE.
 BK2542'THE MARK IS 0.33 METERS  W FROM A WITNESS POST.
 BK2542'THE MARK IS 1.07 M ABOVE US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4011 ***********************************************************************
 BJ4011  DESIGNATION -  TROY
 BJ4011  PID         -  BJ4011
 BJ4011  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4011  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4011
 BJ4011                         *CURRENT SURVEY CONTROL
 BJ4011  ___________________________________________________________________
 BJ4011* NAD 83(1986)-  30 33 29.     (N)    091 08 28.     (W)     SCALED    
 BJ4011* NAVD 88     -        20.803  (meters)      68.25   (feet)  ADJUSTED  
 BJ4011  ___________________________________________________________________
 BJ4011  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ4011  DYNAMIC HT  -          20.776 (meters)      68.16  (feet)  COMP
 BJ4011  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ4011
 BJ4011  VERT ORDER  -  SECOND    CLASS II
 BJ4011
 BJ4011.The horizontal coordinates were scaled from a topographic map and have
 BJ4011.an estimated accuracy of +/- 6 seconds.
 BJ4011
 BJ4011.The orthometric height was determined by differential leveling
 BJ4011.and adjusted by the National Geodetic Survey in February 1994..
 BJ4011
 BJ4011.The geoid height was determined by GEOID03.
 BJ4011
 BJ4011.The dynamic height is computed by dividing the NAVD 88
 BJ4011.geopotential number by the normal gravity value computed on the
 BJ4011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4011.degrees latitude (g = 980.6199 gals.).
 BJ4011
 BJ4011.The modeled gravity was interpolated from observed gravity values.
 BJ4011
 BJ4011;                    North         East    Units  Estimated Accuracy
 BJ4011;SPC LA S     -   228,140.    1,018,440.      MT  (+/- 180 meters Scaled)
 BJ4011
 BJ4011                          SUPERSEDED SURVEY CONTROL
 BJ4011
 BJ4011.No superseded survey control is available for this station.
 BJ4011
 BJ4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP782820(NAD 83)
 BJ4011_MARKER: B = BOLT
 BJ4011_SETTING: 0 = UNSPECIFIED SETTING
 BJ4011_MARK LOGO: LA-033
 BJ4011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4011
 BJ4011  HISTORY     - Date     Condition        Report By
 BJ4011  HISTORY     - 1987     MONUMENTED       LA-033
 BJ4011
 BJ4011                          STATION DESCRIPTION
 BJ4011
 BJ4011'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4011'4.4 KM (2.75 MI) SW FROM BAKER.
 BJ4011'ABOUT 3.5 KM (2.15 MI) EAST ON THOMAS ROAD FROM THE INTERSECTION OF
 BJ4011'THOMAS ROAD AND STATE HIGHWAY 19 ABOUT 3.2 KM (2 MI) SOUTH OF BAKER
 BJ4011'TO TROY STREET AND THE HYDRANT BOLT ON THE RIGHT, 15.2 METERS (50 FT)
 BJ4011'SOUTH OF THE CENTER OF THOMAS ROAD, 14 METERS (46 FT) NORTHEAST OF
 BJ4011'THE NORTHEAST CORNER OF A BRICK HOUSE NO 5288, 5.5 METERS (18 FT)
 BJ4011'WEST OF TROY STREET AND 4.9 METERS (16 FT) SOUTHEAST OF A POWER POLE.
 BJ4011'61 CENTIMETERS ABOVE THE GROUND.
 BJ4011'THE MARK IS 4.72 METERS  SE FROM A WITNESS POST.
 BJ4011'THE MARK IS 0.30 M ABOVE THOMAS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3120 ***********************************************************************
 CP3120  DESIGNATION -  TRUNK
 CP3120  PID         -  CP3120
 CP3120  STATE/COUNTY-  LA/WEST CARROLL
 CP3120  USGS QUAD   -  CONGO CREEK (1986)
 CP3120
 CP3120                         *CURRENT SURVEY CONTROL
 CP3120  ___________________________________________________________________
 CP3120* NAD 83(1992)-  32 37 06.34349(N)    091 34 34.80336(W)     ADJUSTED  
 CP3120* NAVD 88     -        26.7    (meters)      88.     (feet)  VERTCON   
 CP3120  ___________________________________________________________________
 CP3120  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CP3120  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP3120
 CP3120  HORZ ORDER  -  SECOND
 CP3120
 CP3120.The horizontal coordinates were established by classical geodetic methods
 CP3120.and adjusted by the National Geodetic Survey in January 1993..
 CP3120
 CP3120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3120
 CP3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3120
 CP3120.The geoid height was determined by GEOID03.
 CP3120
 CP3120;                    North         East     Units Scale Factor Converg.
 CP3120;SPC LA N     -   235,256.883 1,086,687.198   MT  0.99998936   +0 29 18.0
 CP3120;SPC LA N     -   771,838.62  3,565,239.58   sFT  0.99998936   +0 29 18.0
 CP3120;UTM  15      - 3,609,881.824   633,568.227   MT  0.99981999   +0 46 03.1
 CP3120
 CP3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3120!SPC LA N     -   0.99999989  x   0.99998936  =   0.99998925
 CP3120!UTM  15      -   0.99999989  x   0.99981999  =   0.99981988
 CP3120
 CP3120|---------------------------------------------------------------------|
 CP3120| PID    Reference Object                     Distance      Geod. Az  |
 CP3120|                                                           dddmmss.s |
 CP3120| CY5749 TRUNK RM 1                           14.497 METERS 14852     |
 CP3120| CP3121 TRUNK LADH RM 2 1970                 12.861 METERS 21323     |
 CP3120| CY5748 TRUNK AZ MK                                        2664841.2 |
 CP3120| CP3126 EPPS TEX PIPE STA KKL 70            APPROX. 4.8 KM 2810410.6 |
 CP3120|---------------------------------------------------------------------|
 CP3120
 CP3120                          SUPERSEDED SURVEY CONTROL
 CP3120
 CP3120  NAD 83(1986)-  32 37 06.35493(N)    091 34 34.79607(W) AD(       ) 2
 CP3120  NAD 27      -  32 37 05.85920(N)    091 34 34.36331(W) AD(       ) 2
 CP3120  NGVD 29 (07/19/86)   26.8    (m)           88.     (f) VERT ANG       
 CP3120
 CP3120.Superseded values are not recommended for survey control.
 CP3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3120.See file dsdata.txt to determine how the superseded data were derived.
 CP3120
 CP3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3356809882(NAD 83)
 CP3120_MARKER: DD = SURVEY DISK
 CP3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3120
 CP3120  HISTORY     - Date     Condition        Report By
 CP3120  HISTORY     - 1970     MONUMENTED       LADTD
 CP3120  HISTORY     - 1973     GOOD             DMA
 CP3120
 CP3120                          STATION DESCRIPTION
 CP3120
 CP3120'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3120'THE STATION IS LOCATED 4 MILES WEST OF EPPS, 11 MILES EAST OF
 CP3120'OAK RIDGE AND 11 MILES NORTHEAST OF HOLLY RIDGE, IN THE NORTHWEST
 CP3120'QUARTER OF SECTION 22, T19N, R9E, AND ON THE PROPERTY OWNED BY
 CP3120'TRUNKLINE GAS COMPANY ADDRESS EPPS, LOUISIANA 71237, TELEPHONE
 CP3120'926-3679.
 CP3120'
 CP3120'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE
 CP3120'INTERSECTION OF STATE HIGHWAYS 134 AND 17 IN DOWNTOWN EPPS,
 CP3120'DRIVE WEST ALONG STATE HIGHWAY 134 FOR 4.2 MILES TO THE TRUNKLINE
 CP3120'GAS COMPANY PUMPING STATION ON THE RIGHT AND NORTH OF THE
 CP3120'HIGHWAY.  THE STATION IS SET AT THE MAIN ENTRANCE TO THE PLANT.
 CP3120'
 CP3120'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG
 CP3120'STATE HIGHWAY 134 FOR 0.6 MILE TO THE MARK WHICH IS SET ON THE
 CP3120'RIGHT AND NORTH OF THE HIGHWAY NEAR A FIELD ROAD.
 CP3120'
 CP3120'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3120'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3120'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 CP3120'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3120'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3120'STAMPED TRUNK 1970.  IT IS 81 FEET NORTH OF THE CENTER OF STATE
 CP3120'HIGHWAY 134, 45.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST
 CP3120'AND SIGN, 31 FEET NORTH OF THE CENTER OF A CATTLE GUARD, 12
 CP3120'FEET EAST OF THE CENTER OF A BLACK TOP DRIVE LEADING TO THE
 CP3120'PUMPING STATION, AND 1 FOOT EAST OF THE EAST CURB ON THE
 CP3120'DRIVE.
 CP3120'
 CP3120'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3120'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3120'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP3120'IS STAMPED TRUNK R. M. 1 1970.  IT IS 38 FEET NORTH OF THE CENTER
 CP3120'OF STATE HIGHWAY 134, 34 FEET EAST OF A BLACK TOP DRIVE TO THE
 CP3120'PUMPING STATION, 22 FEET EAST OF THE EAST END OF A SIDE DRAIN
 CP3120'UNDER DRIVE TO PLANT, 2.5 FEET SOUTH OF A 6 FOOT CHAIN-LINK
 CP3120'FENCE, AND 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND
 CP3120'SIGN.
 CP3120'
 CP3120'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3120'AND U.S. COAST AND GEODETIC SURVEY DISK CEMENTED IN A DRILL HOLE IN
 CP3120'A CONCRETE CURB AND IT IS FLUSH WITH THE CURB.  IT IS STAMPED
 CP3120'TRUNK R. M. 2 1970.  IT IS 46 FEET NORTH-NORTHWEST OF THE CENTER
 CP3120'OF STATE HIGHWAY 134, 20 FEET NORTHWEST OF THE WEST END OF A
 CP3120'SIDE DRAIN UNDER DRIVE TO PLANT, 14 FEET SOUTHWEST OF THE CENTER
 CP3120'OF A CATTLE GUARD, AND 2 FEET EAST OF A CHAIN-LINK FENCE.
 CP3120'
 CP3120'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3120'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3120'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP3120'STAMPED TRUNK AZ. MK. 1970.  IT IS 34 FEET NORTH OF THE CENTER
 CP3120'OF STATE HIGHWAY 134, 11 FEET EAST OF THE CENTER OF A FIELD ROAD,
 CP3120'5 FEET NORTHEAST OF THE EAST END OF A CULVERT UNDER THE FIELD
 CP3120'ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 CP3120'
 CP3120'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP3120
 CP3120                          STATION RECOVERY (1973)
 CP3120
 CP3120'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973
 CP3120'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ROUTE DESCRIPTION
 CP3120'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3083 ***********************************************************************
 BK3083  DESIGNATION -  TT 1 ES USGS 1954
 BK3083  PID         -  BK3083
 BK3083  STATE/COUNTY-  LA/BEAUREGARD
 BK3083  USGS QUAD   -  GAYTINE (1994)
 BK3083
 BK3083                         *CURRENT SURVEY CONTROL
 BK3083  ___________________________________________________________________
 BK3083* NAD 83(1992)-  30 27 37.27832(N)    093 13 57.48529(W)     ADJUSTED  
 BK3083* NAVD 88     -        23.03   (+/-2cm)      75.6    (feet)  VERTCON   
 BK3083  ___________________________________________________________________
 BK3083  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BK3083  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3083
 BK3083  HORZ ORDER  -  SECOND
 BK3083  VERT ORDER  -  THIRD ? (See Below)
 BK3083
 BK3083.The horizontal coordinates were established by classical geodetic methods
 BK3083.and adjusted by the National Geodetic Survey in January 1993..
 BK3083
 BK3083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3083.The vertical order pertains to the NGVD 29 superseded value.
 BK3083
 BK3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3083
 BK3083.The geoid height was determined by GEOID03.
 BK3083
 BK3083;                    North         East     Units Scale Factor Converg.
 BK3083;SPC LA S     -   218,808.022   817,611.246   MT  0.99995779   -0 56 58.8
 BK3083;SPC LA S     -   717,872.65  2,682,446.23   sFT  0.99995779   -0 56 58.8
 BK3083;UTM  15      - 3,369,821.201   477,667.163   MT  0.99960615   -0 07 04.6
 BK3083
 BK3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3083!SPC LA S     -   1.00000067  x   0.99995779  =   0.99995846
 BK3083!UTM  15      -   1.00000067  x   0.99960615  =   0.99960682
 BK3083
 BK3083                          SUPERSEDED SURVEY CONTROL
 BK3083
 BK3083  NAD 83(1986)-  30 27 37.29792(N)    093 13 57.47762(W) AD(       ) 2
 BK3083  NAD 27      -  30 27 36.57767(N)    093 13 56.90741(W) AD(       ) 2
 BK3083  NGVD 29 (07/19/86)   22.98   (m)           75.4    (f) LEVELING    3  
 BK3083
 BK3083.Superseded values are not recommended for survey control.
 BK3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3083.See file dsdata.txt to determine how the superseded data were derived.
 BK3083
 BK3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7766769821(NAD 83)
 BK3083_MARKER: DD = SURVEY DISK
 BK3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3083+STABILITY: SURFACE MOTION
 BK3083
 BK3083  HISTORY     - Date     Condition        Report By
 BK3083  HISTORY     - 1954     MONUMENTED       USGS
 BK3083  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK3083
 BK3083                          STATION DESCRIPTION
 BK3083
 BK3083'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 BK3083'THE STATION IS LOCATED 3-1/2 MILES SOUTH OF RAGLEY, 6.0 MILES
 BK3083'NORTH NORTHWEST OF GILLIS, ON THE EAST SIDE OF U.S. HIGHWAY
 BK3083'171, ON PROPERTY OWNED BY THE POWELL LUMBER COMPANY.
 BK3083'
 BK3083'STATION IS A STANDARD (USGS) DISK STAMPED, ES1
 BK3083'TT 1954, SET IN A 4-INCH SQUARE CONCRETE MONUMENT, WHICH
 BK3083'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BK3083'1.0 FEET WEST OF FENCE LINE, 10.0 FEET SOUTH OF GATE, 51.6 FEET
 BK3083'SOUTH SOUTHEAST OF A TELEPHONE POLE WITH NO NO. AND 62.3 FEET
 BK3083'EAST OF HIGHWAY 171.
 BK3083
 BK3083                          STATION RECOVERY (2002)
 BK3083
 BK3083'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK3083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0075 ***********************************************************************
 BK0075  DESIGNATION -  TT 1 R USGS
 BK0075  PID         -  BK0075
 BK0075  STATE/COUNTY-  LA/EVANGELINE
 BK0075  USGS QUAD   -  VILLE PLATTE (1983)
 BK0075
 BK0075                         *CURRENT SURVEY CONTROL
 BK0075  ___________________________________________________________________
 BK0075* NAD 83(1986)-  30 41 59.     (N)    092 18 41.     (W)     SCALED    
 BK0075* NAVD 88     -        21.87   (+/-2cm)      71.8    (feet)  VERTCON   
 BK0075  ___________________________________________________________________
 BK0075  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0075
 BK0075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0075
 BK0075.The horizontal coordinates were scaled from a topographic map and have
 BK0075.an estimated accuracy of +/- 6 seconds.
 BK0075
 BK0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0075.The vertical order pertains to the NGVD 29 superseded value.
 BK0075
 BK0075.The geoid height was determined by GEOID03.
 BK0075
 BK0075;                    North         East    Units  Estimated Accuracy
 BK0075;SPC LA S     -   244,230.      906,300.      MT  (+/- 180 meters Scaled)
 BK0075
 BK0075                          SUPERSEDED SURVEY CONTROL
 BK0075
 BK0075  NGVD 29 (??/??/??)   21.834  (m)           71.63   (f) ADJUSTED    2 0
 BK0075
 BK0075.Superseded values are not recommended for survey control.
 BK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0075.See file dsdata.txt to determine how the superseded data were derived.
 BK0075
 BK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP659965(NAD 83)
 BK0075_MARKER: DD = SURVEY DISK
 BK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0075_STAMPING: TT 1 R 1934
 BK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0075+STABILITY: SURFACE MOTION
 BK0075
 BK0075  HISTORY     - Date     Condition        Report By
 BK0075  HISTORY     - 1934     MONUMENTED       USGS
 BK0075  HISTORY     - 1961     GOOD             CGS
 BK0075
 BK0075                          STATION DESCRIPTION
 BK0075
 BK0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0075'2.5 MI NW FROM VILLE PLATTE.
 BK0075'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BK0075'PACIFIC RAILROAD STATION AT VILLE PLATTE, IN SECTION 19, T 4 S, R 2 E,
 BK0075'38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET WEST OF THE
 BK0075'EXTENDED CENTER LINE OF U.S. HIGHWAY 167, AT THE JUNCTION OF THE TWO
 BK0075'HIGHWAYS, 125 1/2 FEET SOUTHWEST OF AND ACROSS STATE HIGHWAY 10 FROM
 BK0075'THE SOUTHWEST CORNER OF TEETS FOOD MARKET, 98 FEET NORTH OF A STEEL
 BK0075'WIRE FENCE, 37 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 BK0075'TELEPHONE POLES, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 BK0075'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 BK0075'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2963 ***********************************************************************
 BH2963  DESIGNATION -  TT 1 TX USGS 1939
 BH2963  PID         -  BH2963
 BH2963  STATE/COUNTY-  LA/WASHINGTON
 BH2963  USGS QUAD   -  ANGIE (1982)
 BH2963
 BH2963                         *CURRENT SURVEY CONTROL
 BH2963  ___________________________________________________________________
 BH2963* NAD 83(1992)-  30 57 54.08078(N)    089 51 20.59682(W)     ADJUSTED  
 BH2963* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 BH2963  ___________________________________________________________________
 BH2963  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BH2963  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH2963
 BH2963  HORZ ORDER  -  SECOND
 BH2963
 BH2963.The horizontal coordinates were established by classical geodetic methods
 BH2963.and adjusted by the National Geodetic Survey in May 1994..
 BH2963
 BH2963.The orthometric height was scaled from a topographic map.
 BH2963
 BH2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2963
 BH2963.The geoid height was determined by GEOID03.
 BH2963
 BH2963;                    North         East     Units Scale Factor Converg.
 BH2963;SPC LA S     -   274,156.728 1,141,175.286   MT  1.00006710   +0 44 19.8
 BH2963;SPC LA S     -   899,462.53  3,744,005.92   sFT  1.00006710   +0 44 19.8
 BH2963;SPC MS W     -   162,496.845   745,628.591   MT  0.99997567   +0 14 44.7
 BH2963;SPC MS W     -   533,125.07  2,446,283.14   sFT  0.99997567   +0 14 44.7
 BH2963;SPC MS E     -   162,847.405   202,324.392   MT  1.00006764   -0 31 33.9
 BH2963;SPC MS E     -   534,275.19    663,792.61   sFT  1.00006764   -0 31 33.9
 BH2963;UTM  16      - 3,429,224.955   227,222.542   MT  1.00051794   -1 28 12.8
 BH2963
 BH2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2963!SPC LA S     -   0.99998960  x   1.00006710  =   1.00005670
 BH2963!SPC MS W     -   0.99998960  x   0.99997567  =   0.99996527
 BH2963!SPC MS E     -   0.99998960  x   1.00006764  =   1.00005724
 BH2963!UTM  16      -   0.99998960  x   1.00051794  =   1.00050754
 BH2963
 BH2963                          SUPERSEDED SURVEY CONTROL
 BH2963
 BH2963  NAD 83(1992)-  30 57 54.09230(N)    089 51 20.59343(W) AD(       ) 2
 BH2963  NAD 83(1986)-  30 57 54.09520(N)    089 51 20.59382(W) AD(       ) 2
 BH2963  NAD 27      -  30 57 53.43346(N)    089 51 20.31310(W) AD(       ) 2
 BH2963
 BH2963.Superseded values are not recommended for survey control.
 BH2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2963.See file dsdata.txt to determine how the superseded data were derived.
 BH2963
 BH2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2722329225(NAD 83)
 BH2963_MARKER: DB = BENCH MARK DISK
 BH2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2963+STABILITY: SURFACE MOTION
 BH2963
 BH2963  HISTORY     - Date     Condition        Report By
 BH2963  HISTORY     - 1939     MONUMENTED       USGS
 BH2963  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BH2963
 BH2963                          STATION DESCRIPTION
 BH2963
 BH2963'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 BH2963'THIS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK WHICH IS SET
 BH2963'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST, WHICH PROJECTS ABOUT 3
 BH2963'INCHES ABOVE GROUND AND IS STAMPED TT1TX 1938. THE MARK IS UNDER
 BH2963'THE CENTER OF THE LOUISIANA STATE FORESTRY SERVICE LOOKOUT TOWER
 BH2963'ANGIE WHICH IS A 4-LEGGED STEEL STRUCTURE ABOUT 80 FEET HIGH. THE
 BH2963'MARK IS 53.91 FEET N OF TRIANGULATION STATION ANGIE, AND THE
 BH2963'POSITION WAS COMPUTED FROM THIS TRIANGULATION STATION. IT HAS
 BH2963'THE SAME POSITION AS LOUISIANA FOREST SERVICE LOOKOUT TOWER
 BH2963'ANGIE.
 BH2963'
 BH2963'TO REACH THIS MARK FROM ANGIE, GO W FROM DEWEYS TEXACO STATION AT
 BH2963'THE MAIN INTERSECTION ON LOUISIANA HIGHWAY 262 (AN UNMARKED GRAVEL
 BH2963'ROAD) FOR 2.7 MILES TO AN OLD NEGRO CHURCH AND THE LOOKOUT TOWER
 BH2963'ANGIE ON THE TOP OF THE HILL AND THE N SIDE OF THE ROAD.
 BH2963
 BH2963                          STATION RECOVERY (1955)
 BH2963
 BH2963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2963'THE STATION WAS VISITED, AND THE DISK HAS BEEN REMOVED FROM THE
 BH2963'CONCRETE POST. THE STATION IS NOW MARKED BY THE DRILL HOLE IN THE
 BH2963'CENTER OF THE CONCRETE POST. THE DESCRIPTION BY F.B.Q. IN 1939 IS
 BH2963'ADEQUATE.
 BH2963'
 BH2963'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0709 ***********************************************************************
 CQ0709  DESIGNATION -  TT 10 B USGS RESET 1969
 CQ0709  PID         -  CQ0709
 CQ0709  STATE/COUNTY-  LA/JACKSON
 CQ0709  USGS QUAD   -  VIXEN (1989)
 CQ0709
 CQ0709                         *CURRENT SURVEY CONTROL
 CQ0709  ___________________________________________________________________
 CQ0709* NAD 83(1986)-  32 14 13.     (N)    092 20 18.     (W)     SCALED    
 CQ0709* NAVD 88     -        55.54   (+/-2cm)     182.2    (feet)  VERTCON   
 CQ0709  ___________________________________________________________________
 CQ0709  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0709
 CQ0709  VERT ORDER  -  THIRD (See Below)
 CQ0709
 CQ0709.The horizontal coordinates were scaled from a topographic map and have
 CQ0709.an estimated accuracy of +/- 6 seconds.
 CQ0709
 CQ0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0709.The vertical order pertains to the NGVD 29 superseded value.
 CQ0709
 CQ0709.The geoid height was determined by GEOID03.
 CQ0709
 CQ0709;                    North         East    Units  Estimated Accuracy
 CQ0709;SPC LA N     -   192,600.    1,015,240.      MT  (+/- 180 meters Scaled)
 CQ0709
 CQ0709                          SUPERSEDED SURVEY CONTROL
 CQ0709
 CQ0709  NGVD 29 (??/??/??)   55.57   (m)          182.3    (f) RESET       3  
 CQ0709
 CQ0709.Superseded values are not recommended for survey control.
 CQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0709.See file dsdata.txt to determine how the superseded data were derived.
 CQ0709
 CQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR623668(NAD 83)
 CQ0709_MARKER: DD = SURVEY DISK
 CQ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0709_STAMPING: TT 10 B 1946 RESET 1969
 CQ0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0709+STABILITY: SURFACE MOTION
 CQ0709
 CQ0709  HISTORY     - Date     Condition        Report By
 CQ0709  HISTORY     - 1969     MONUMENTED       CGS
 CQ0709  HISTORY     - 1977     GOOD             LADTD
 CQ0709
 CQ0709                          STATION DESCRIPTION
 CQ0709
 CQ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0709'4.7 MI NW FROM VIXEN.
 CQ0709'LOCATED 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ0709'ROADS IN VIXEN, IN THE SOUTHEAST QUADRANT OF A DIAGONAL CROSS ROADS AT
 CQ0709'THE ASHBURY BAPTIST CHURCH, 61 FEET SOUTHEAST OF THE CENTER OF THE
 CQ0709'ROAD, 133 FEET NNE OF THE N. ONE OF TWO LARGE PINE TREES, 93.5 FEET
 CQ0709'NNW OF THE NW CORNER OF THE CHURCH, 129 FEET NNE OF THE INTERSECTION
 CQ0709'OF THE ROADS, 50 FEET ENE OF A POWER POLE, 15 FEET EAST OF AN 18-INCH
 CQ0709'PINE TREE, 28 FEET NORTH OF A WELL AND 1 FOOT SOUTHWEST OF A METAL
 CQ0709'WITNESS POST.  IT IS SET IN A 12-INCH ROUND CONCRETE POST PROJECTING 2
 CQ0709'INCHES.
 CQ0709
 CQ0709                          STATION RECOVERY (1977)
 CQ0709
 CQ0709'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 CQ0709'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE ROAD JUNCTION AT
 CQ0709'VIXEN, AT THE ASHBURY BAPTIST CHURCH, AT A ROAD INTERSECTION, 62.4
 CQ0709'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 4, 128.6 FEET EAST OF THE
 CQ0709'CENTER OF THE ROAD INTERSECTION. 96 FT. NORTHWEST OF THE NORTHWEST
 CQ0709'CORNER OF THE CHURCH. 77.4 NORTHEAST OF A LIGHT POLE, 1 FOOT SOUTH OF
 CQ0709'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 CQ0709'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1307 ***********************************************************************
 BK1307  DESIGNATION -  TT 10 N USGS
 BK1307  PID         -  BK1307
 BK1307  STATE/COUNTY-  LA/BEAUREGARD
 BK1307  USGS QUAD   -  ORETTA (1986)
 BK1307
 BK1307                         *CURRENT SURVEY CONTROL
 BK1307  ___________________________________________________________________
 BK1307* NAD 83(1986)-  30 32 02.     (N)    093 26 12.     (W)     SCALED    
 BK1307* NAVD 88     -        29.87   (+/-2cm)      98.0    (feet)  VERTCON   
 BK1307  ___________________________________________________________________
 BK1307  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK1307
 BK1307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1307
 BK1307.The horizontal coordinates were scaled from a topographic map and have
 BK1307.an estimated accuracy of +/- 6 seconds.
 BK1307
 BK1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1307.The vertical order pertains to the NGVD 29 superseded value.
 BK1307
 BK1307.The geoid height was determined by GEOID03.
 BK1307
 BK1307;                    North         East    Units  Estimated Accuracy
 BK1307;SPC LA S     -   227,300.      798,170.      MT  (+/- 180 meters Scaled)
 BK1307
 BK1307                          SUPERSEDED SURVEY CONTROL
 BK1307
 BK1307  NGVD 29 (??/??/??)   29.834  (m)           97.88   (f) ADJUSTED    2 0
 BK1307
 BK1307.Superseded values are not recommended for survey control.
 BK1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1307.See file dsdata.txt to determine how the superseded data were derived.
 BK1307
 BK1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP581780(NAD 83)
 BK1307_MARKER: DD = SURVEY DISK
 BK1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1307_STAMPING: TT 10 N 1934
 BK1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1307+STABILITY: SURFACE MOTION
 BK1307
 BK1307  HISTORY     - Date     Condition        Report By
 BK1307  HISTORY     - 1934     MONUMENTED       USGS
 BK1307  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1307
 BK1307                          STATION DESCRIPTION
 BK1307
 BK1307'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 BK1307'5.9 MI N FROM DE QUINCY.
 BK1307'IN BEAUREGARD PARISH, 5.9 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1307'RAILWAY FROM DE QUINCY, CALCASIEU PARISH, 0.4 MILE SOUTH OF MILEPOST
 BK1307'713, AT THE JUNCTION OF A ROAD LEADING EAST, 95 FEET EAST OF THE
 BK1307'CENTERLINE OF THE TRACK, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 BK1307'AND 30 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 104.  A STANDARD
 BK1307'DISK, STAMPED TT 10 N 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BK1307
 BK1307                          STATION RECOVERY (2004)
 BK1307
 BK1307'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0882 ***********************************************************************
 CQ0882  DESIGNATION -  TT 10 WM USGS
 CQ0882  PID         -  CQ0882
 CQ0882  STATE/COUNTY-  LA/WINN
 CQ0882  USGS QUAD   -  SIKES (1989)
 CQ0882
 CQ0882                         *CURRENT SURVEY CONTROL
 CQ0882  ___________________________________________________________________
 CQ0882* NAD 83(1986)-  32 00 02.     (N)    092 24 23.     (W)     SCALED    
 CQ0882* NAVD 88     -        57.48   (+/-2cm)     188.6    (feet)  VERTCON   
 CQ0882  ___________________________________________________________________
 CQ0882  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0882
 CQ0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0882
 CQ0882.The horizontal coordinates were scaled from a topographic map and have
 CQ0882.an estimated accuracy of +/- 6 seconds.
 CQ0882
 CQ0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0882.The vertical order pertains to the NGVD 29 superseded value.
 CQ0882
 CQ0882.The geoid height was determined by GEOID03.
 CQ0882
 CQ0882;                    North         East    Units  Estimated Accuracy
 CQ0882;SPC LA N     -   166,380.    1,008,850.      MT  (+/- 180 meters Scaled)
 CQ0882
 CQ0882                          SUPERSEDED SURVEY CONTROL
 CQ0882
 CQ0882  NGVD 29 (??/??/??)   57.507  (m)          188.67   (f) ADJUSTED    2 0
 CQ0882
 CQ0882.Superseded values are not recommended for survey control.
 CQ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0882.See file dsdata.txt to determine how the superseded data were derived.
 CQ0882
 CQ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR560406(NAD 83)
 CQ0882_MARKER: DD = SURVEY DISK
 CQ0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0882_STAMPING: TT 10 WM 1949
 CQ0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0882+STABILITY: SURFACE MOTION
 CQ0882
 CQ0882  HISTORY     - Date     Condition        Report By
 CQ0882  HISTORY     - 1949     MONUMENTED       USGS
 CQ0882  HISTORY     - 1950     GOOD             CGS
 CQ0882  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0882
 CQ0882                          STATION DESCRIPTION
 CQ0882
 CQ0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0882'10.3 MI SE FROM SIKES.
 CQ0882'5.7 MILES SOUTH ALONG STATE HIGHWAY 788 FROM THE JUNCTION OF STATE
 CQ0882'HIGHWAYS 788 AND 110 AT SIKES, THENCE 4.6 MILES EAST ALONG A GRADED
 CQ0882'DIRT ROAD.  84 YARDS (PACED) WEST OF A 6-FOOT WOODEN BRIDGE, 0.65 MILE
 CQ0882'EAST OF A JUNCTION WITH A ROAD LEADING NORTH, 24 FEET NORTH OF THE
 CQ0882'CENTER LINE OF THE ROAD, 22.5 FEET WEST OF A 16-INCH PINE TREE WITH A
 CQ0882'TRIANGULAR BLAZE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CQ0882'FOOT ABOVE THE GROUND.
 CQ0882
 CQ0882                          STATION RECOVERY (1986)
 CQ0882
 CQ0882'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4657 ***********************************************************************
 BJ4657  DESIGNATION -  TT 100 TX
 BJ4657  PID         -  BJ4657
 BJ4657  STATE/COUNTY-  LA/ST HELENA
 BJ4657  USGS QUAD   -  CHIPOLA (1984)
 BJ4657
 BJ4657                         *CURRENT SURVEY CONTROL
 BJ4657  ___________________________________________________________________
 BJ4657* NAD 83(1992)-  30 59 58.39996(N)    090 46 48.52518(W)     ADJUSTED  
 BJ4657* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BJ4657  ___________________________________________________________________
 BJ4657  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4657  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4657
 BJ4657  HORZ ORDER  -  SECOND
 BJ4657
 BJ4657.The horizontal coordinates were established by classical geodetic methods
 BJ4657.and adjusted by the National Geodetic Survey in May 1994..
 BJ4657
 BJ4657.The orthometric height was scaled from a topographic map.
 BJ4657
 BJ4657.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4657
 BJ4657.The geoid height was determined by GEOID03.
 BJ4657
 BJ4657;                    North         East     Units Scale Factor Converg.
 BJ4657;SPC LA S     -   277,202.962 1,052,835.890   MT  1.00007743   +0 16 35.8
 BJ4657;SPC LA S     -   909,456.72  3,454,179.08   sFT  1.00007743   +0 16 35.8
 BJ4657;UTM  15      - 3,431,667.957   711,946.792   MT  1.00015414   +1 08 37.4
 BJ4657
 BJ4657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4657!SPC LA S     -   0.99998729  x   1.00007743  =   1.00006472
 BJ4657!UTM  15      -   0.99998729  x   1.00015414  =   1.00014143
 BJ4657
 BJ4657                          SUPERSEDED SURVEY CONTROL
 BJ4657
 BJ4657  NAD 83(1992)-  30 59 58.40685(N)    090 46 48.52627(W) AD(       ) 2
 BJ4657  NAD 83(1986)-  30 59 58.41671(N)    090 46 48.52074(W) AD(       ) 2
 BJ4657  NAD 27      -  30 59 57.77506(N)    090 46 48.15874(W) AD(       ) 2
 BJ4657
 BJ4657.Superseded values are not recommended for survey control.
 BJ4657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4657.See file dsdata.txt to determine how the superseded data were derived.
 BJ4657
 BJ4657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1194731668(NAD 83)
 BJ4657_MARKER: DB = BENCH MARK DISK
 BJ4657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4657_STAMPING: TT 100 TX 1939
 BJ4657_MARK LOGO: USGS  
 BJ4657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4657+STABILITY: SURFACE MOTION
 BJ4657
 BJ4657  HISTORY     - Date     Condition        Report By
 BJ4657  HISTORY     - 1939     MONUMENTED       USGS
 BJ4657  HISTORY     - 1949     GOOD             CGS
 BJ4657  HISTORY     - 1954     GOOD             CGS
 BJ4657  HISTORY     - 1970     GOOD             CGS
 BJ4657
 BJ4657                          STATION DESCRIPTION
 BJ4657
 BJ4657'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 BJ4657'THE POINT OBSERVED UPON WAS THE CROSS IN THE CENTER OF STANDARD
 BJ4657'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 100 TX 1939.
 BJ4657'THIS MARK IS SET IN AN 8-INCH SQUARE CONCRETE POST SET FLUSH
 BJ4657'WITH THE GROUND.  IT IS 20.193 METERS, 62.25 FEET, W OF
 BJ4657'TRIANGULATION STATION HURST, 27 FEET W OF A CROSS FENCE BETWEEN
 BJ4657'THE STATE LINE FENCES, 6 FEET S OF THE NORTH STATE LINE FENCE,
 BJ4657'7-1/2 FEET S OF THE SOUTH STATE LINE FENCE, AND 71 FEET N OF
 BJ4657'THE CENTER LINE OF AN E-W ROAD.
 BJ4657'
 BJ4657'TO REACH THE STATION FROM THE JUNCTION OF LOUISIANA HIGHWAY
 BJ4657'35 AND LOUISIANA HIGHWAY 71, WHICH IS 11.5 MILES E OF CLINTON,
 BJ4657'LOUISIANA, DRIVE N ON HIGHWAY 71 FOR 214 MILES TO A T-ROAD LEFT,
 BJ4657'FOLLOW T-ROAD N FOR 5.8 MILES TO A T-ROAD RIGHT (E) THEN GO
 BJ4657'E 0.2 MILE TO THE MARK.
 BJ4657
 BJ4657                          STATION RECOVERY (1949)
 BJ4657
 BJ4657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BJ4657'STATION RECOVERED AND THE MARK FOUND IN GOOD CONDITION.  CHANGES
 BJ4657'WERE FOUND IN DISTANCES TO LOCAL OBJECTS DUE TO A CHANGE IN A
 BJ4657'FENCE LINE.  DESCRIPTION FOLLOWS--
 BJ4657'
 BJ4657'STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF LIBERTY,
 BJ4657'NEAR THE LOUISIANA-MISSISSIPPI STATE LINE, ON PROPERTY OF MR.
 BJ4657'J.H. HURST, 71 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 BJ4657'GRAVELED ROAD, AND 30 FEET NORTH-NORTHWEST OF A TRIANGULAR
 BJ4657'BLAZED 12-INCH OAK TREE.  THE MARK IS A STANDARD USGS BM DISK
 BJ4657'STAMPED TT 100 TX 1939 SET IN THE TOP OF AN 8-INCH SQUARE
 BJ4657'CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS LOCATED BY A SECOND
 BJ4657'ORDER TRAVERSE FROM TRIANGULATION STATION HURST 1939 AND THE
 BJ4657'DISTANCE WAS FOUND TO BE 20.186 METERS.
 BJ4657'
 BJ4657'TO REACH THE STATION FROM THE LIBERTY DRUG CO. IN LIBERTY, GO
 BJ4657'SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A FORK.  THEN RIGHT
 BJ4657'ROAD FOR 6.9 MILES TO A CROSS ROAD.  CONTINUE AHEAD, SOUTHERLY,
 BJ4657'1.2 MILES TO A FORK.  THEN LEFT ROAD, SOUTHERLY, 1.5 MILES TO
 BJ4657'A RIVER BRIDGE.  CROSS BRIDGE, GO EAST-SOUTHEAST, FOR 1.4 MILES
 BJ4657'TO A COUNTRY STORE ON THE RIGHT AND A T INTERSECTION.  THEN TURN
 BJ4657'RIGHT, SOUTHERLY, FOR 1.2 MILES TO A SIDE ROAD ON THE LEFT.
 BJ4657'THEN LEFT, EASTERLY, FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 BJ4657
 BJ4657                          STATION RECOVERY (1954)
 BJ4657
 BJ4657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4657'THE STATION WAS VISITED AND THE MARK WAS RECOVERED IN GOOD
 BJ4657'CONDITION.
 BJ4657'
 BJ4657'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4657
 BJ4657                          STATION RECOVERY (1970)
 BJ4657
 BJ4657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (LFS)
 BJ4657'THE STATION WAS VISITED 3/5/70 AND THE MARK FOUND IN GOOD
 BJ4657'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ4657'
 BJ4657'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF LIBERTY,
 BJ4657'7.5 MILES SOUTHWEST OF GILLSBURG AND ABOUT ON THE
 BJ4657'LOUISIANA-MISSISSIPPI STATE LINE.  IT IS 68 FEET NORTH OF THE
 BJ4657'CENTER OF A GRAVELED ROAD, 26 FEET EAST-NORTHEAST OF AN 8
 BJ4657'INCH DOUBLE TRUNK OAK TREE, 20 FEET EAST OF A 9 INCH OAK TREE, 34
 BJ4657'FEET WEST-SOUTHWEST OF A TREE SERVING AS A FENCE CORNER POST,
 BJ4657'48.5 FEET NORTH OF A POINT DIRECTLY UNDER A POWERLINE, 1 FOOT
 BJ4657'EAST OF A WITNESS POST AND 20.193 METERS (62.25 FEET) WEST OF
 BJ4657'TRIANGULATION STATION HURST 1939.
 BJ4657'
 BJ4657'TO REACH THE STATION FROM THE COURTHOUSE IN LIBERTY, MISS.,
 BJ4657'GO EAST ON STATE HIGHWAY 24 FOR 0.15 MILE TO A SIGNAL LIGHT.
 BJ4657'TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO A FORK, TAKE THE RIGHT
 BJ4657'FORK AND CONTINUE SOUTH FOR 6.8 MILES TO A CROSSROAD.  CONTINUE
 BJ4657'SOUTH, NOW ON GRAVELED ROAD, FOR 4.3 MILES TO A CROSSROAD.  TURN
 BJ4657'RIGHT AND GO SOUTHWEST ON A PAVED ROAD FOR 1.3 MILES TO A SIDE
 BJ4657'ROAD LEFT JUST AFTER CROSSING THE STATE LINE.  TURN LEFT AND GO
 BJ4657'EAST ON GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4582 ***********************************************************************
 BJ4582  DESIGNATION -  TT 104 TX USGS 1939
 BJ4582  PID         -  BJ4582
 BJ4582  STATE/COUNTY-  LA/ST HELENA
 BJ4582  USGS QUAD   -  LIVERPOOL (1981)
 BJ4582
 BJ4582                         *CURRENT SURVEY CONTROL
 BJ4582  ___________________________________________________________________
 BJ4582* NAD 83(1992)-  30 55 33.82768(N)    090 43 46.99032(W)     ADJUSTED  
 BJ4582* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 BJ4582  ___________________________________________________________________
 BJ4582  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ4582  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4582
 BJ4582  HORZ ORDER  -  SECOND
 BJ4582
 BJ4582.The horizontal coordinates were established by classical geodetic methods
 BJ4582.and adjusted by the National Geodetic Survey in May 1994..
 BJ4582
 BJ4582.The orthometric height was scaled from a topographic map.
 BJ4582
 BJ4582.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4582
 BJ4582.The geoid height was determined by GEOID03.
 BJ4582
 BJ4582;                    North         East     Units Scale Factor Converg.
 BJ4582;SPC LA S     -   269,078.839 1,057,695.079   MT  1.00005589   +0 18 06.5
 BJ4582;SPC LA S     -   882,802.82  3,470,121.27   sFT  1.00005589   +0 18 06.5
 BJ4582;SPC MS W     -   158,147.210   662,116.002   MT  0.99996770   -0 12 13.4
 BJ4582;SPC MS W     -   518,854.64  2,172,292.25   sFT  0.99996770   -0 12 13.4
 BJ4582;UTM  15      - 3,423,617.417   716,928.754   MT  1.00018051   +1 10 02.0
 BJ4582
 BJ4582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4582!SPC LA S     -   0.99998809  x   1.00005589  =   1.00004398
 BJ4582!SPC MS W     -   0.99998809  x   0.99996770  =   0.99995579
 BJ4582!UTM  15      -   0.99998809  x   1.00018051  =   1.00016860
 BJ4582
 BJ4582                          SUPERSEDED SURVEY CONTROL
 BJ4582
 BJ4582  NAD 83(1992)-  30 55 33.82993(N)    090 43 46.99046(W) AD(       ) 2
 BJ4582  NAD 83(1986)-  30 55 33.84470(N)    090 43 46.98616(W) AD(       ) 2
 BJ4582  NAD 27      -  30 55 33.19708(N)    090 43 46.62715(W) AD(       ) 2
 BJ4582
 BJ4582.Superseded values are not recommended for survey control.
 BJ4582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4582.See file dsdata.txt to determine how the superseded data were derived.
 BJ4582
 BJ4582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1692923617(NAD 83)
 BJ4582_MARKER: DB = BENCH MARK DISK
 BJ4582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4582+STABILITY: SURFACE MOTION
 BJ4582
 BJ4582  HISTORY     - Date     Condition        Report By
 BJ4582  HISTORY     - 1939     MONUMENTED       USGS
 BJ4582  HISTORY     - 1954     GOOD             CGS
 BJ4582
 BJ4582                          STATION DESCRIPTION
 BJ4582
 BJ4582'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (DBQ)
 BJ4582'THIS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK WHICH
 BJ4582'IS SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST, WHICH
 BJ4582'PROJECTS ABOUT 2 INCHES ABOVE GROUND.  THE CENTER OF THE
 BJ4582'CROSS IN THE DISK WAS OBSERVED UPON.  THIS MARK IS SET DIRECTLY
 BJ4582'UNDER THE LOUISIANA FORESTRY SERVICE TOWER LIVERPOOL.  IT
 BJ4582'IS 59.37 FEET E OF TRIANGULATION STATION OAKLAND AND WAS
 BJ4582'OBSERVED UPON FROM THIS TRIANGULATION STATION ONLY.
 BJ4582'
 BJ4582'TO REACH THIS MARK FROM THE JUNCTION OF STATE ROUTES 71
 BJ4582'AND 37 AT EASLEYS STORE WHICH IS JUST W OF LIVERPOOL, DRIVE
 BJ4582'W ON STATE ROUTE 71 FOR 2.4 MILES, THEN TAKE A GRAVEL T-ROAD
 BJ4582'LEFT, (S) AND DRIVE 0.1 MILE TO THE LOOKOUT TOWER AND THE
 BJ4582'MARK ON THE E SIDE OF THE ROAD.
 BJ4582
 BJ4582                          STATION RECOVERY (1954)
 BJ4582
 BJ4582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4582'THE MARK WAS VISITED AND WAS RECOVERED IN GOOD CONDITION.
 BJ4582'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4582'
 BJ4582'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4654 ***********************************************************************
 BJ4654  DESIGNATION -  TT 106 TX USGS 1939
 BJ4654  PID         -  BJ4654
 BJ4654  STATE/COUNTY-  LA/ST HELENA
 BJ4654  USGS QUAD   -  CHIPOLA (1984)
 BJ4654
 BJ4654                         *CURRENT SURVEY CONTROL
 BJ4654  ___________________________________________________________________
 BJ4654* NAD 83(1992)-  30 53 26.62680(N)    090 46 11.61105(W)     ADJUSTED  
 BJ4654* NAVD 88     -        87.90   (+/-2cm)     288.4    (feet)  VERTCON   
 BJ4654  ___________________________________________________________________
 BJ4654  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BJ4654  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4654
 BJ4654  HORZ ORDER  -  SECOND
 BJ4654  VERT ORDER  -  THIRD ? (See Below)
 BJ4654
 BJ4654.The horizontal coordinates were established by classical geodetic methods
 BJ4654.and adjusted by the National Geodetic Survey in May 1994..
 BJ4654
 BJ4654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4654.The vertical order pertains to the NGVD 29 superseded value.
 BJ4654
 BJ4654.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4654
 BJ4654.The geoid height was determined by GEOID03.
 BJ4654
 BJ4654;                    North         East     Units Scale Factor Converg.
 BJ4654;SPC LA S     -   265,141.774 1,053,874.582   MT  1.00004612   +0 16 54.2
 BJ4654;SPC LA S     -   869,885.97  3,457,586.86   sFT  1.00004612   +0 16 54.2
 BJ4654;SPC MS W     -   154,244.336   658,261.219   MT  0.99997148   -0 13 26.9
 BJ4654;SPC MS W     -   506,049.96  2,159,645.35   sFT  0.99997148   -0 13 26.9
 BJ4654;UTM  15      - 3,419,622.678   713,167.646   MT  1.00016056   +1 08 43.4
 BJ4654
 BJ4654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4654!SPC LA S     -   0.99999047  x   1.00004612  =   1.00003659
 BJ4654!SPC MS W     -   0.99999047  x   0.99997148  =   0.99996195
 BJ4654!UTM  15      -   0.99999047  x   1.00016056  =   1.00015102
 BJ4654
 BJ4654                          SUPERSEDED SURVEY CONTROL
 BJ4654
 BJ4654  NAD 83(1992)-  30 53 26.62872(N)    090 46 11.61205(W) AD(       ) 2
 BJ4654  NAD 83(1986)-  30 53 26.64397(N)    090 46 11.60691(W) AD(       ) 2
 BJ4654  NAD 27      -  30 53 25.99262(N)    090 46 11.24447(W) AD(       ) 2
 BJ4654  NGVD 29 (07/19/86)   87.91   (m)          288.4    (f) LEVELING    3  
 BJ4654
 BJ4654.Superseded values are not recommended for survey control.
 BJ4654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4654.See file dsdata.txt to determine how the superseded data were derived.
 BJ4654
 BJ4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1316819623(NAD 83)
 BJ4654_MARKER: DB = BENCH MARK DISK
 BJ4654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4654+STABILITY: SURFACE MOTION
 BJ4654
 BJ4654  HISTORY     - Date     Condition        Report By
 BJ4654  HISTORY     - 1939     MONUMENTED       USGS
 BJ4654  HISTORY     - 1954     GOOD             CGS
 BJ4654  HISTORY     - 1969     GOOD             CGS
 BJ4654
 BJ4654                          STATION DESCRIPTION
 BJ4654
 BJ4654'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4654'THE STATION WAS VISITED AND THE MARK WAS RECOVERED IN GOOD
 BJ4654'CONDITION.
 BJ4654'
 BJ4654'A NEW DESCRIPTION FOLLOWS--
 BJ4654'
 BJ4654'THE MARK IS LOCATED ABOUT 1.75 MILES NORTHEAST OF DARLINGTON AND
 BJ4654'3 MILES SOUTHEAST OF CHIPOLA, JUST EAST OF MR. J.P. STRICTLANDS
 BJ4654'HOUSE, 70.96 FEET EAST-SOUTHEAST OF TRIANGULATION STATION ALLEN
 BJ4654'1939, 34 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 6 FEET
 BJ4654'EAST OF A FENCE LINE AND 10 FEET NORTH OF THE CENTER OF A
 BJ4654'GATE IN THE FENCE LINE.  IT IS A U.S. GEOLOGICAL BENCH MARK
 BJ4654'DISK, STAMPED TT 106 TX 1939, SET IN THE TOP OF AN 8-INCH SQUARE
 BJ4654'CONCRETE POST PROJECTING 2 INCHES.
 BJ4654'
 BJ4654'TO REACH THE STATION FROM DARLINGTON, GO EAST ON STATE HIGHWAY
 BJ4654'35 FOR 1.35 MILE TO A SIDE ROAD LEFT, TURN LEFT, NORTH, AND GO
 BJ4654'1.5 MILE TO THE TOP OF THE GRADE AND THE MARK ON THE RIGHT.
 BJ4654
 BJ4654                          STATION RECOVERY (1969)
 BJ4654
 BJ4654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WGT)
 BJ4654'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 BJ4654'BY R.A.E. IS ADEQUATE.
 BJ4654'
 BJ4654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MILES
 BJ4654'NE OF DARLINGTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2246 ***********************************************************************
 CP2246  DESIGNATION -  TT 11 B
 CP2246  PID         -  CP2246
 CP2246  STATE/COUNTY-  LA/MOREHOUSE
 CP2246  USGS QUAD   -  BASTROP (1994)
 CP2246
 CP2246                         *CURRENT SURVEY CONTROL
 CP2246  ___________________________________________________________________
 CP2246* NAD 83(1986)-  32 52 24.     (N)    091 54 29.     (W)     SCALED    
 CP2246* NAVD 88     -        28.709  (meters)      94.19   (feet)  ADJUSTED  
 CP2246  ___________________________________________________________________
 CP2246  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP2246  DYNAMIC HT  -          28.678 (meters)      94.09  (feet)  COMP
 CP2246  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 CP2246
 CP2246  VERT ORDER  -  SECOND    CLASS 0
 CP2246
 CP2246.The horizontal coordinates were scaled from a topographic map and have
 CP2246.an estimated accuracy of +/- 6 seconds.
 CP2246
 CP2246.The orthometric height was determined by differential leveling
 CP2246.and adjusted by the National Geodetic Survey in June 1991..
 CP2246
 CP2246.The geoid height was determined by GEOID03.
 CP2246
 CP2246.The dynamic height is computed by dividing the NAVD 88
 CP2246.geopotential number by the normal gravity value computed on the
 CP2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2246.degrees latitude (g = 980.6199 gals.).
 CP2246
 CP2246.The modeled gravity was interpolated from observed gravity values.
 CP2246
 CP2246;                    North         East    Units  Estimated Accuracy
 CP2246;SPC LA N     -   263,310.    1,055,400.      MT  (+/- 180 meters Scaled)
 CP2246
 CP2246                          SUPERSEDED SURVEY CONTROL
 CP2246
 CP2246  NGVD 29 (??/??/92)   28.792  (m)           94.46   (f) ADJ UNCH    2 0
 CP2246
 CP2246.Superseded values are not recommended for survey control.
 CP2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2246.See file dsdata.txt to determine how the superseded data were derived.
 CP2246
 CP2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS021377(NAD 83)
 CP2246_MARKER: DD = SURVEY DISK
 CP2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2246_STAMPING: T.T. 11 B 1933
 CP2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2246+STABILITY: SURFACE MOTION
 CP2246
 CP2246  HISTORY     - Date     Condition        Report By
 CP2246  HISTORY     - 1933     MONUMENTED       USGS
 CP2246  HISTORY     - 1935     GOOD             NGS
 CP2246
 CP2246                          STATION DESCRIPTION
 CP2246
 CP2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CP2246'IN WARDVILLE.
 CP2246'189 FEET NORTHEAST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.  60
 CP2246'FEET NORTHWEST OF NORTHWEST BANK OF BAYOU BARTHOLOMEW.  25 FEET
 CP2246'NORTHWEST OF CENTERLINE OF CROSS ROAD.  10.8 FEET NORTHWEST OF SOUTH
 CP2246'FENCE CORNER.  1.2 FT. SOUTHWEST OF FENCE.  TABLET SET IN PRECAST
 CP2246'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0773 ***********************************************************************
 BK0773  DESIGNATION -  TT 11 H
 BK0773  PID         -  BK0773
 BK0773  STATE/COUNTY-  LA/ALLEN
 BK0773  USGS QUAD   -  KINDER (1994)
 BK0773
 BK0773                         *CURRENT SURVEY CONTROL
 BK0773  ___________________________________________________________________
 BK0773* NAD 83(1992)-  30 28 54.40401(N)    092 46 28.32952(W)     ADJUSTED  
 BK0773* NAVD 88     -        15.625  (meters)      51.26   (feet)  ADJUSTED  
 BK0773  ___________________________________________________________________
 BK0773  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BK0773  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0773  DYNAMIC HT  -          15.604 (meters)      51.19  (feet)  COMP
 BK0773  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BK0773
 BK0773  HORZ ORDER  -  SECOND
 BK0773  VERT ORDER  -  SECOND    CLASS 0
 BK0773
 BK0773.The horizontal coordinates were established by classical geodetic methods
 BK0773.and adjusted by the National Geodetic Survey in January 1993..
 BK0773
 BK0773.The orthometric height was determined by differential leveling
 BK0773.and adjusted by the National Geodetic Survey in February 1994..
 BK0773
 BK0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0773
 BK0773.The geoid height was determined by GEOID03.
 BK0773
 BK0773.The dynamic height is computed by dividing the NAVD 88
 BK0773.geopotential number by the normal gravity value computed on the
 BK0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0773.degrees latitude (g = 980.6199 gals.).
 BK0773
 BK0773.The modeled gravity was interpolated from observed gravity values.
 BK0773
 BK0773;                    North         East     Units Scale Factor Converg.
 BK0773;SPC LA S     -   220,541.568   861,629.376   MT  0.99996085   -0 43 14.2
 BK0773;SPC LA S     -   723,560.13  2,826,862.38   sFT  0.99996085   -0 43 14.2
 BK0773;UTM  15      - 3,372,193.916   521,639.706   MT  0.99960578   +0 06 51.7
 BK0773
 BK0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0773!SPC LA S     -   1.00000183  x   0.99996085  =   0.99996268
 BK0773!UTM  15      -   1.00000183  x   0.99960578  =   0.99960761
 BK0773
 BK0773|---------------------------------------------------------------------|
 BK0773| PID    Reference Object                     Distance      Geod. Az  |
 BK0773|                                                           dddmmss.s |
 BK0773| CW1560 TT 11 H RM 1                          7.637 METERS 00556     |
 BK0773| BK2876 ELTON MUNICIPAL TANK                APPROX. 7.4 KM 0901235.3 |
 BK0773| BK2395 27 V 147                                           1801606.9 |
 BK0773| BK2958 TT 11 H USGS 1974 A PT                9.295 METERS 23708     |
 BK0773| BK2957 KINDER SHELL PIPE MICROWAVE         APPROX. 7.5 KM 2591654.8 |
 BK0773| BK2396 TT 11 H RM 2                          4.185 METERS 28340     |
 BK0773|---------------------------------------------------------------------|
 BK0773
 BK0773                          SUPERSEDED SURVEY CONTROL
 BK0773
 BK0773  NAD 83(1986)-  30 28 54.42402(N)    092 46 28.32288(W) AD(       ) 2
 BK0773  NAD 27      -  30 28 53.69940(N)    092 46 27.80028(W) AD(       ) 2
 BK0773  NGVD 29 (??/??/??)   15.547  (m)           51.01   (f) ADJUSTED    2 0
 BK0773
 BK0773.Superseded values are not recommended for survey control.
 BK0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0773.See file dsdata.txt to determine how the superseded data were derived.
 BK0773
 BK0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2164072194(NAD 83)
 BK0773_MARKER: DB = BENCH MARK DISK
 BK0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0773_SP_SET: CONCRETE POST
 BK0773_STAMPING: TT11H 1934
 BK0773_MARK LOGO: USGS  
 BK0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0773+STABILITY: SURFACE MOTION
 BK0773
 BK0773  HISTORY     - Date     Condition        Report By
 BK0773  HISTORY     - 1974     MONUMENTED       USGS
 BK0773  HISTORY     - 1974     GOOD             NGS
 BK0773  HISTORY     - 1980     GOOD             LADTD
 BK0773  HISTORY     - 1982     GOOD             LADTD
 BK0773  HISTORY     - 20031105 GOOD             USPSQD
 BK0773
 BK0773                          STATION DESCRIPTION
 BK0773
 BK0773'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (HRR)
 BK0773'STATION IS ABOUT 5 MILES WEST OF ELTON, 4 MILES EAST OF KINDER, IN
 BK0773'THE NORTHWEST ANGLE OF THE INTERSECTION OF U. S. HIGHWAY 190 AND
 BK0773'STATE HIGHWAY 99 AND ON PROPERTY OF ROAD RIGHT-OF-WAY.
 BK0773'
 BK0773'TO REACH THE STATION FROM THE POST OFFICE IN ELTON, GO WEST ON U. S.
 BK0773'HIGHWAY 190 FOR 4.65 MILES TO THE JUNCTION OF STATE HIGHWAY 99 AND
 BK0773'THE STATION IN THE NORTHWEST ANGLE OF INTERSECTION AS DESCRIBED.
 BK0773'TO REACH 27V147 (AZI) FROM THE INTERSECTION, GO SOUTH ON HIGHWAY 99
 BK0773'FOR 1.0 MILE TO THE MARK ON THE RIGHT JUST BEFORE REACHING PARISH
 BK0773'ROAD 2-15.
 BK0773'
 BK0773'STATION MARK, STAMPED TT 11 H 1934, IS A U. S. GEOLOGICAL SURVEY
 BK0773'BENCH MARK SET IN AN 8 BY 8 INCH CONCRETE POST WHICH PROJECTS ABOUT
 BK0773'6 INCHES.  IT IS 54 FEET NORTHWEST OF CENTER OF THE INTERSECTION OF
 BK0773'U. S. HIGHWAY 190 AND STATE HIGHWAY 99, 50.5 FEET NORTH OF CENTER
 BK0773'OF HIGHWAY 190, 21 FEET WEST OF CENTER OF HIGHWAY 99, 18 FEET EAST
 BK0773'OF POWER POLE NUMBER 7368 40A, 5.5 FEET SOUTHEAST OF THE
 BK0773'NORTHEAST END OF A CONCRETE ABUTMENT AND 2.5 FEET NORTHEAST OF A
 BK0773'METAL WITNESS POST.
 BK0773'
 BK0773'REFERENCE MARK 1, STAMPED TT 11 H USGS NO 1 1974, IS A STANDARD DISK
 BK0773'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 77 FEET
 BK0773'NORTH-NORTHWEST OF CENTER OF THE INTERSECTION, 75.5 FEET NORTH OF
 BK0773'CENTER OF HIGHWAY 190, 31 FEET NORTHEAST OF POWER POLE NUMBER 7368
 BK0773'40A AND 20.5 FEET WEST OF CENTER OF HIGHWAY 99.
 BK0773'
 BK0773'REFERENCE MARK 2, STAMPED TT 11 H USGS NO 2 1974, IS A STANDARD DISK
 BK0773'CEMENTED IN A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE ABUTMENT
 BK0773'WHICH PROJECTS ABOUT 2-1/2 FEET.  IT IS 63 FEET NORTHWEST OF CENTER
 BK0773'OF THE INTERSECTION, 53 FEET NORTH OF CENTER OF HIGHWAY 190, 35
 BK0773'FEET WEST OF CENTER OF HIGHWAY 99 AND 5 FEET NORTHEAST OF POWER
 BK0773'POLE NUMBER 7368 40A.
 BK0773'
 BK0773'27V147 (AZI), STAMPED 27V147 1974, IS A U. S. COAST AND
 BK0773'GEODETIC SURVEY LOUISIANA DEPARTMENT OF HIGHWAYS BENCH MARK
 BK0773'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BK0773'ABOVE THE GROUND.  IT IS 85 FEET NORTH OF PARISH ROAD 2-15, 40 FEET
 BK0773'WEST OF CENTER OF STATE HIGHWAY 99, 1 FOOT EAST OF A FENCE AND 1
 BK0773'FOOT WEST OF A METAL WITNESS POST.
 BK0773'
 BK0773'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 BK0773'
 BK0773'NEAREST TOWN--KINDER.
 BK0773
 BK0773                          STATION RECOVERY (1974)
 BK0773
 BK0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0773'4 MI E FROM KINDER.
 BK0773'STATION IS ABOUT 5 MILES WEST OF ELTON,4 MILES EAST OF KINDER, IN THE
 BK0773'NORTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 190 AND STATE
 BK0773'HIGHWAY 99 AND ON THE ROAD-OF-WAY.  STATION MARK, STAMPED TT 11 H
 BK0773'1934, IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN AN 8 BY 8
 BK0773'INCH CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND. IT
 BK0773'IS 54 FEET NORTHWEST OF CENTER OF THE INTERSECTION OF U.S. HIGHWAY 190
 BK0773'AND STATE HIGHWAY 99, 50.5 FEET NORTH OF CENTER OF HIGHWAY 190, 21
 BK0773'FEET WEST OF CENTER OF HIGHWAY 99, 18 FEET EAST OF POWER POLE NUMBER
 BK0773'7368 40A, 5.5 FEET SOUTHEAST OF THE NORTHEAST END OF A CONCRETE
 BK0773'ABUTMENT AND 2.5 FEET NORTHEAST OF A METAL WITNESS POST.
 BK0773
 BK0773                          STATION RECOVERY (1980)
 BK0773
 BK0773'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BK0773'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT ELTON,
 BK0773'JEFFERSON DAVIS PARISH, NEAR THE COVERDALE SIDING, 220 YARDS SOUTH OF
 BK0773'THE CENTERLINE OF THE TRACK, 70 FEET NORTH OF THE CENTERLINE OF U.S.
 BK0773'HIGHWAY 190, AT THE CROSSING OF LA. HIGHWAY 99 LEADING NORTH AND 21
 BK0773'FEET WEST OF THE CENTERLINE OF LA. HIGHWAY 99.
 BK0773
 BK0773                          STATION RECOVERY (1982)
 BK0773
 BK0773'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK0773'RECOVERED IN GOOD CONDITION.
 BK0773
 BK0773                          STATION RECOVERY (2003)
 BK0773
 BK0773'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2396 ***********************************************************************
 BK2396  DESIGNATION -  TT 11 H RM 2
 BK2396  PID         -  BK2396
 BK2396  STATE/COUNTY-  LA/ALLEN
 BK2396  USGS QUAD   -  KINDER (1994)
 BK2396
 BK2396                         *CURRENT SURVEY CONTROL
 BK2396  ___________________________________________________________________
 BK2396* NAD 83(1986)-  30 28 55.     (N)    092 46 29.     (W)     SCALED    
 BK2396* NAVD 88     -        16.052  (meters)      52.66   (feet)  ADJUSTED  
 BK2396  ___________________________________________________________________
 BK2396  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2396  DYNAMIC HT  -          16.031 (meters)      52.59  (feet)  COMP
 BK2396  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BK2396
 BK2396  VERT ORDER  -  SECOND    CLASS II
 BK2396
 BK2396.The horizontal coordinates were scaled from a topographic map and have
 BK2396.an estimated accuracy of +/- 6 seconds.
 BK2396
 BK2396.The orthometric height was determined by differential leveling
 BK2396.and adjusted by the National Geodetic Survey in February 1994..
 BK2396
 BK2396.The geoid height was determined by GEOID03.
 BK2396
 BK2396.The dynamic height is computed by dividing the NAVD 88
 BK2396.geopotential number by the normal gravity value computed on the
 BK2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2396.degrees latitude (g = 980.6199 gals.).
 BK2396
 BK2396.The modeled gravity was interpolated from observed gravity values.
 BK2396
 BK2396;                    North         East    Units  Estimated Accuracy
 BK2396;SPC LA S     -   220,560.      861,610.      MT  (+/- 180 meters Scaled)
 BK2396
 BK2396                          SUPERSEDED SURVEY CONTROL
 BK2396
 BK2396.No superseded survey control is available for this station.
 BK2396
 BK2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP216722(NAD 83)
 BK2396_MARKER: DR = REFERENCE MARK DISK
 BK2396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK2396_SP_SET: CONCRETE CULVERT
 BK2396_STAMPING: TT11H NO 2 1974
 BK2396_MARK LOGO: NGS   
 BK2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2396+STABILITY: SURFACE MOTION
 BK2396
 BK2396  HISTORY     - Date     Condition        Report By
 BK2396  HISTORY     - 1974     MONUMENTED       NGS
 BK2396  HISTORY     - 1981     GOOD             LADTD
 BK2396  HISTORY     - 20031105 GOOD             USPSQD
 BK2396
 BK2396                          STATION DESCRIPTION
 BK2396
 BK2396'DESCRIBED BY LA TRANSP AND DEV 1981
 BK2396'7.4 KM (4.6 MI) WEST FROM ELTON.
 BK2396'ABOUT 7.5 KM (4.65 MILES) WEST ALONG US HIGHWAY 190 FROM THE NEW WATER
 BK2396'TOWER IN ELTON TO THE STATION MARK IN THE NORTHWEST QUADRANT OF
 BK2396'HIGHWAY 190 AND STATE HIGHWAY 99 WITH THE DISK CEMENTED IN A DRILL
 BK2396'HOLE IN THE NORTHWEST END OF A CONCRETE ABUTMENT, 19.2 METERS (63 FT)
 BK2396'NORTHWEST OF THE CENTER OF THE INTERSECTION, 16.2 METERS (53 FT) NORTH
 BK2396'OF THE CENTER OF HIGHWAY 190, 10.7 METERS (35 FT) WEST OF THE CENTER
 BK2396'OF HIGHWAY 99, 1.5 METERS (5 FT) NORTHWEST OF A POWERPOLE NO 7368 40A.
 BK2396'THE MARK IS 4.11 METERS  NW FROM A WITNESS POST.
 BK2396'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 99.
 BK2396
 BK2396                          STATION RECOVERY (2003)
 BK2396
 BK2396'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK2396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2302 ***********************************************************************
 CQ2302  DESIGNATION -  TT 11 L USGS
 CQ2302  PID         -  CQ2302
 CQ2302  STATE/COUNTY-  LA/UNION
 CQ2302  USGS QUAD   -  MARION WEST (1988)
 CQ2302
 CQ2302                         *CURRENT SURVEY CONTROL
 CQ2302  ___________________________________________________________________
 CQ2302* NAD 83(1986)-  32 59 48.     (N)    092 20 59.     (W)     SCALED    
 CQ2302* NAVD 88     -        77.997  (meters)     255.90   (feet)  ADJUSTED  
 CQ2302  ___________________________________________________________________
 CQ2302  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ2302  DYNAMIC HT  -          77.912 (meters)     255.62  (feet)  COMP
 CQ2302  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 CQ2302
 CQ2302  VERT ORDER  -  SECOND    CLASS I
 CQ2302
 CQ2302.The horizontal coordinates were scaled from a topographic map and have
 CQ2302.an estimated accuracy of +/- 6 seconds.
 CQ2302
 CQ2302.The orthometric height was determined by differential leveling
 CQ2302.and adjusted by the National Geodetic Survey in June 1991..
 CQ2302
 CQ2302.The geoid height was determined by GEOID03.
 CQ2302
 CQ2302.The dynamic height is computed by dividing the NAVD 88
 CQ2302.geopotential number by the normal gravity value computed on the
 CQ2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2302.degrees latitude (g = 980.6199 gals.).
 CQ2302
 CQ2302.The modeled gravity was interpolated from observed gravity values.
 CQ2302
 CQ2302;                    North         East    Units  Estimated Accuracy
 CQ2302;SPC LA N     -   276,850.    1,014,050.      MT  (+/- 180 meters Scaled)
 CQ2302
 CQ2302                          SUPERSEDED SURVEY CONTROL
 CQ2302
 CQ2302  NGVD 29 (??/??/??)   78.080  (m)          256.17   (f) ADJUSTED    2 1
 CQ2302
 CQ2302.Superseded values are not recommended for survey control.
 CQ2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2302.See file dsdata.txt to determine how the superseded data were derived.
 CQ2302
 CQ2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS607511(NAD 83)
 CQ2302_MARKER: DE = TRAVERSE STATION DISK
 CQ2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2302_STAMPING: TT11L 1944
 CQ2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2302+STABILITY: SURFACE MOTION
 CQ2302
 CQ2302  HISTORY     - Date     Condition        Report By
 CQ2302  HISTORY     - 1944     MONUMENTED       USGS
 CQ2302  HISTORY     - 1974     GOOD             LADTD
 CQ2302
 CQ2302                          STATION DESCRIPTION
 CQ2302
 CQ2302'DESCRIBED BY LA TRANSP AND DEV 1974
 CQ2302'9.4 MI NW FROM MARION.
 CQ2302'LOCATED 9.4 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 551 FROM THE
 CQ2302'INTERSECTION OF LOUISIANA HIGHWAYS 33 AND 551 IN MARION.  LOCATED
 CQ2302'UNDER THE CENTER OF THE OAKLAND FIRE TOWER.  IT IS 64 FEET NORTHEAST
 CQ2302'OF THE CENTERLINE OF LOUISIANA HIGHWAY 551, 148 FEET WEST OF THE
 CQ2302'CENTERLINE OF LOUISIANA HIGHWAY 549, 85 FEET NORTHWEST OF A 40 INCH
 CQ2302'OAK TREE, 45 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME FORESTRY
 CQ2302'BUILDING.  IT IS A USGS TRAVERSE DISK STAMPED TT11L AND SET IN THE TOP
 CQ2302'OF A CONCRETE POST 1 FOOT UNDER THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0943 ***********************************************************************
 BJ0943  DESIGNATION -  TT 11 L USGS
 BJ0943  PID         -  BJ0943
 BJ0943  STATE/COUNTY-  LA/LIVINGSTON
 BJ0943  USGS QUAD   -  HOLDEN (1974)
 BJ0943
 BJ0943                         *CURRENT SURVEY CONTROL
 BJ0943  ___________________________________________________________________
 BJ0943* NAD 83(1986)-  30 30 13.     (N)    090 41 51.     (W)     SCALED    
 BJ0943* NAVD 88     -        10.90   (+/-2cm)      35.8    (feet)  VERTCON   
 BJ0943  ___________________________________________________________________
 BJ0943  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ0943
 BJ0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0943
 BJ0943.The horizontal coordinates were scaled from a topographic map and have
 BJ0943.an estimated accuracy of +/- 6 seconds.
 BJ0943
 BJ0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0943.The vertical order pertains to the NGVD 29 superseded value.
 BJ0943
 BJ0943.The geoid height was determined by GEOID03.
 BJ0943
 BJ0943;                    North         East    Units  Estimated Accuracy
 BJ0943;SPC LA S     -   222,260.    1,061,040.      MT  (+/- 180 meters Scaled)
 BJ0943
 BJ0943                          SUPERSEDED SURVEY CONTROL
 BJ0943
 BJ0943  NGVD 29 (??/??/??)   10.916  (m)           35.81   (f) ADJUSTED    2 0
 BJ0943
 BJ0943.Superseded values are not recommended for survey control.
 BJ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0943.See file dsdata.txt to determine how the superseded data were derived.
 BJ0943
 BJ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP209768(NAD 83)
 BJ0943_MARKER: DD = SURVEY DISK
 BJ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0943_STAMPING: TT 11 L 1931 36.211
 BJ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0943+STABILITY: SURFACE MOTION
 BJ0943
 BJ0943  HISTORY     - Date     Condition        Report By
 BJ0943  HISTORY     - 1931     MONUMENTED       USGS
 BJ0943  HISTORY     - 1954     GOOD             CGS
 BJ0943  HISTORY     - 1976     POOR             NGS
 BJ0943
 BJ0943                          STATION DESCRIPTION
 BJ0943
 BJ0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ0943'1.8 MI W FROM DOYLE.
 BJ0943'LOCATED ALONG THE ILLINOIS CENTRAL RAILROAD, 2.6 MILES EAST OF DOYLE
 BJ0943'AND 1.6 MILES WEST OF THE STATION IN HOLDEN, AT A ROAD CROSSING.  IT
 BJ0943'IS 46 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, 42 FEET EAST OF THE
 BJ0943'CENTERLINE OF A DIRT ROAD, 65 FEET SOUTHEAST OF THE ROAD CROSSING, 100
 BJ0943'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 190, AND 108 FEET
 BJ0943'SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE NO. 29.5.  IT IS A
 BJ0943'STANDARD U.S. GEOLOGICAL DISK SET IN THE TOP OF A CONCRETE POST
 BJ0943'PROJECTING 2 INCHES AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE TRACKS.
 BJ0943
 BJ0943                          STATION RECOVERY (1976)
 BJ0943
 BJ0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0943'THE CONCRETE POST IS LOOSE. THE MARK IS UNFIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1320 ***********************************************************************
 AT1320  DESIGNATION -  TT 11 L USGS 1932
 AT1320  PID         -  AT1320
 AT1320  STATE/COUNTY-  LA/PLAQUEMINES
 AT1320  USGS QUAD   -  PHOENIX (1973)
 AT1320
 AT1320                         *CURRENT SURVEY CONTROL
 AT1320  ___________________________________________________________________
 AT1320* NAD 83(1992)-  29 38 20.38262(N)    089 57 04.93192(W)     ADJUSTED  
 AT1320* NAVD 88     -         1.01   (+/-2cm)       3.3  **(feet)  VERTCON   
 AT1320  **This station is located in a subsidence area (see below).
 AT1320  ___________________________________________________________________
 AT1320  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AT1320  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AT1320
 AT1320  HORZ ORDER  -  SECOND
 AT1320  VERT ORDER  -  THIRD ? (See Below)
 AT1320
 AT1320.The horizontal coordinates were established by classical geodetic methods
 AT1320.and adjusted by the National Geodetic Survey in January 1993..
 AT1320
 AT1320 ** The orthometric height has not been validated since last determined
 AT1320 ** by differential leveling and should not be used for control purposes.
 AT1320 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1320 ** area with valid NAVD 88 orthometric heights.
 AT1320 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1320 ** epoch indicated which incorporates improved geoid heights for the
 AT1320 ** Southern Louisiana Subsidence area.
 AT1320 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1320.The vertical order pertains to the NGVD 29 superseded value.
 AT1320
 AT1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1320
 AT1320.The geoid height was determined by GEOID03.
 AT1320
 AT1320;                    North         East     Units Scale Factor Converg.
 AT1320;SPC LA S     -   127,058.846 1,133,809.941   MT  0.99994556   +0 41 27.6
 AT1320;SPC LA S     -   416,858.90  3,719,841.45   sFT  0.99994556   +0 41 27.6
 AT1320;UTM  16      - 3,282,425.730   214,257.551   MT  1.00060756   -1 27 38.0
 AT1320;UTM  15      - 3,282,669.898   795,163.362   MT  1.00067511   +1 30 31.5
 AT1320
 AT1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1320!SPC LA S     -   1.00000377  x   0.99994556  =   0.99994933
 AT1320!UTM  16      -   1.00000377  x   1.00060756  =   1.00061133
 AT1320!UTM  15      -   1.00000377  x   1.00067511  =   1.00067888
 AT1320
 AT1320                          SUPERSEDED SURVEY CONTROL
 AT1320
 AT1320  NAD 83(1986)-  29 38 20.39583(N)    089 57 04.93567(W) AD(       ) 2
 AT1320  NAD 27      -  29 38 19.63400(N)    089 57 04.68300(W) AD(       ) 2
 AT1320  NGVD 29 (07/19/86)    1.10   (m)            3.6    (f) LEVELING    3  
 AT1320
 AT1320.Superseded values are not recommended for survey control.
 AT1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1320.See file dsdata.txt to determine how the superseded data were derived.
 AT1320
 AT1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1425882426(NAD 83)
 AT1320_MARKER: DG = GRAVITY STATION DISK
 AT1320_SETTING: 0 = UNSPECIFIED SETTING
 AT1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1320
 AT1320  HISTORY     - Date     Condition        Report By
 AT1320  HISTORY     - 1934     MONUMENTED       USGS
 AT1320
 AT1320                          STATION DESCRIPTION
 AT1320
 AT1320'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 AT1320'THE STATION WAS FOUND TO BE IN GOOD CONDITION.  IT IS 201.674 METERS
 AT1320'(661.66 FEET) WSW
 AT1320'OF STATION MYRTLE, 12 FEET N OF THE CENTER LINE
 AT1320'OF ROAD LEADING TO AN OLD SUGAR
 AT1320'MILL, 52 FEET E OF THE E RAIL OF
 AT1320'THE MAIN TRACK OF THE RAILROAD, AND 10 FEET S OF A DITCH.
 AT1320'
 AT1320'THE STATION IS MARKED BY A STANDARD U.S.G.S. TABLET WHICH PROTRUDES
 AT1320'ABOUT 3 INCHES
 AT1320'ABOVE THE GROUND.  THE TABLET IS STAMPED TT 11 L 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1441 ***********************************************************************
 BK1441  DESIGNATION -  TT 11 N
 BK1441  PID         -  BK1441
 BK1441  STATE/COUNTY-  LA/CALCASIEU
 BK1441  USGS QUAD   -  DE QUINCY (1994)
 BK1441
 BK1441                         *CURRENT SURVEY CONTROL
 BK1441  ___________________________________________________________________
 BK1441* NAD 83(1986)-  30 29 25.     (N)    093 26 10.     (W)     SCALED    
 BK1441* NAVD 88     -        27.01   (+/-2cm)      88.6    (feet)  VERTCON   
 BK1441  ___________________________________________________________________
 BK1441  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK1441
 BK1441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1441
 BK1441.The horizontal coordinates were scaled from a topographic map and have
 BK1441.an estimated accuracy of +/- 6 seconds.
 BK1441
 BK1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1441.The vertical order pertains to the NGVD 29 superseded value.
 BK1441
 BK1441.The geoid height was determined by GEOID03.
 BK1441
 BK1441;                    North         East    Units  Estimated Accuracy
 BK1441;SPC LA S     -   222,470.      798,130.      MT  (+/- 180 meters Scaled)
 BK1441
 BK1441                          SUPERSEDED SURVEY CONTROL
 BK1441
 BK1441  NGVD 29 (??/??/??)   26.952  (m)           88.42   (f) ADJUSTED    2 0
 BK1441
 BK1441.Superseded values are not recommended for survey control.
 BK1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1441.See file dsdata.txt to determine how the superseded data were derived.
 BK1441
 BK1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP581731(NAD 83)
 BK1441_MARKER: DD = SURVEY DISK
 BK1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1441_STAMPING: TT 11 N 1934
 BK1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1441+STABILITY: SURFACE MOTION
 BK1441
 BK1441  HISTORY     - Date     Condition        Report By
 BK1441  HISTORY     - 1934     MONUMENTED       USGS
 BK1441  HISTORY     - 1935     GOOD             CGS
 BK1441  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1441  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1441  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 BK1441
 BK1441                          STATION DESCRIPTION
 BK1441
 BK1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1441'2.9 MI N FROM DE QUINCY.
 BK1441'2.9 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM DE QUINCY,
 BK1441'CALCASIEU PARISH, 0.5 MILE SOUTH OF MILEPOST 716, 9 FEET SOUTH OF THE
 BK1441'BEAUREGARD-CALCASIEU PARISH-LINE MARKER, IN LINE WITH A T-ROAD
 BK1441'CROSSING THE TRACK, 105 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 BK1441'35 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 104.  A STANDARD DISK,
 BK1441'STAMPED TT 11 N 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BK1441
 BK1441                          STATION RECOVERY (1986)
 BK1441
 BK1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1441'NOT RECOVERED.  NO EVIDENCE OF THE MARK WAS FOUND.
 BK1441
 BK1441                          STATION RECOVERY (2002)
 BK1441
 BK1441'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK1441'MARK NOT FOUND.
 BK1441
 BK1441                          STATION RECOVERY (2005)
 BK1441
 BK1441'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2651 ***********************************************************************
 BK2651  DESIGNATION -  TT 11 R USGS 1935
 BK2651  PID         -  BK2651
 BK2651  STATE/COUNTY-  LA/EVANGELINE
 BK2651  USGS QUAD   -  CHATAIGNIER (1983)
 BK2651
 BK2651                         *CURRENT SURVEY CONTROL
 BK2651  ___________________________________________________________________
 BK2651* NAD 83(1992)-  30 34 05.78767(N)    092 18 17.99662(W)     ADJUSTED  
 BK2651* NAVD 88     -        17.74   (+/-2cm)      58.2    (feet)  VERTCON   
 BK2651  ___________________________________________________________________
 BK2651  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2651  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2651
 BK2651  HORZ ORDER  -  SECOND
 BK2651  VERT ORDER  -  THIRD ? (See Below)
 BK2651
 BK2651.The horizontal coordinates were established by classical geodetic methods
 BK2651.and adjusted by the National Geodetic Survey in January 1993..
 BK2651
 BK2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2651.The vertical order pertains to the NGVD 29 superseded value.
 BK2651
 BK2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2651
 BK2651.The geoid height was determined by GEOID03.
 BK2651
 BK2651;                    North         East     Units Scale Factor Converg.
 BK2651;SPC LA S     -   229,655.286   906,789.828   MT  0.99997463   -0 29 09.0
 BK2651;SPC LA S     -   753,460.72  2,975,026.29   sFT  0.99997463   -0 29 09.0
 BK2651;UTM  15      - 3,381,963.061   566,646.825   MT  0.99965479   +0 21 12.5
 BK2651
 BK2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2651!SPC LA S     -   1.00000151  x   0.99997463  =   0.99997614
 BK2651!UTM  15      -   1.00000151  x   0.99965479  =   0.99965630
 BK2651
 BK2651                          SUPERSEDED SURVEY CONTROL
 BK2651
 BK2651  NAD 83(1986)-  30 34 05.80777(N)    092 18 17.99095(W) AD(       ) 2
 BK2651  NAD 27      -  30 34 05.09563(N)    092 18 17.53140(W) AD(       ) 2
 BK2651  NGVD 29 (07/19/86)   17.70   (m)           58.1    (f) LEVELING    3  
 BK2651
 BK2651.Superseded values are not recommended for survey control.
 BK2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2651.See file dsdata.txt to determine how the superseded data were derived.
 BK2651
 BK2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6664781963(NAD 83)
 BK2651_MARKER: DD = SURVEY DISK
 BK2651_SETTING: 0 = UNSPECIFIED SETTING
 BK2651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK2651
 BK2651  HISTORY     - Date     Condition        Report By
 BK2651  HISTORY     - 1934     MONUMENTED       USGS
 BK2651
 BK2651                          STATION DESCRIPTION
 BK2651
 BK2651'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 BK2651'THIS IS THE AZIMUTH MARK FOR STATION CHATAIGNIER IN 1935 IS 0.45 MILE
 BK2651'EAST OF CHATAIGNIER, IN THE SOUTHEAST ANGLE OF A T INTERSECTION,
 BK2651'89 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 95, 40 FEET
 BK2651'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 29 AT THE OUTSIDE OF A
 BK2651'CURVE, 83 FEET WEST OF A POWER POLE NO. 651 WHERE POWER LINE
 BK2651'LEADS NORTHEAST AND WEST, 55 FEET WEST OF THE CENTER OF A
 BK2651'PRIVATE DRIVEWAY LEADING SOUTH, 44.5 FEET EAST-NORTHEAST OF A
 BK2651'TELEPHONE POLE, 10 FEET NORTH OF A GAS METER AND 1 FOOT SOUTH
 BK2651'OF A METAL WITNESS POST.  IT IS A STANDARD U.S. GEOLOGICAL
 BK2651'SURVEY DISK, SET IN THE TOP OF A 10-INCH CONCRETE POST, 8
 BK2651'INCHES BELOW THE SURFACE OF THE GROUND. IT IS STAMPED TT
 BK2651'11 R 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0884 ***********************************************************************
 CQ0884  DESIGNATION -  TT 11 WM USGS
 CQ0884  PID         -  CQ0884
 CQ0884  STATE/COUNTY-  LA/WINN
 CQ0884  USGS QUAD   -  SIKES (1989)
 CQ0884
 CQ0884                         *CURRENT SURVEY CONTROL
 CQ0884  ___________________________________________________________________
 CQ0884* NAD 83(1986)-  32 00 03.     (N)    092 22 59.     (W)     SCALED    
 CQ0884* NAVD 88     -        52.49   (+/-2cm)     172.2    (feet)  VERTCON   
 CQ0884  ___________________________________________________________________
 CQ0884  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0884
 CQ0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0884
 CQ0884.The horizontal coordinates were scaled from a topographic map and have
 CQ0884.an estimated accuracy of +/- 6 seconds.
 CQ0884
 CQ0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0884.The vertical order pertains to the NGVD 29 superseded value.
 CQ0884
 CQ0884.The geoid height was determined by GEOID03.
 CQ0884
 CQ0884;                    North         East    Units  Estimated Accuracy
 CQ0884;SPC LA N     -   166,410.    1,011,050.      MT  (+/- 180 meters Scaled)
 CQ0884
 CQ0884                          SUPERSEDED SURVEY CONTROL
 CQ0884
 CQ0884  NGVD 29 (??/??/??)   52.513  (m)          172.29   (f) ADJUSTED    2 0
 CQ0884
 CQ0884.Superseded values are not recommended for survey control.
 CQ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0884.See file dsdata.txt to determine how the superseded data were derived.
 CQ0884
 CQ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR582406(NAD 83)
 CQ0884_MARKER: DD = SURVEY DISK
 CQ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0884_STAMPING: TT 11 WM 1949
 CQ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0884+STABILITY: SURFACE MOTION
 CQ0884
 CQ0884  HISTORY     - Date     Condition        Report By
 CQ0884  HISTORY     - 1949     MONUMENTED       USGS
 CQ0884  HISTORY     - 1950     GOOD             CGS
 CQ0884
 CQ0884                          STATION DESCRIPTION
 CQ0884
 CQ0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0884'11.7 MI SE FROM SIKES.
 CQ0884'5.7 MILES SOUTH ALONG STATE HIGHWAY 788 FROM THE JUNCTION OF STATE
 CQ0884'HIGHWAYS 788 AND 710 AT SIKES, THENCE 6.0 MILES EAST ALONG A GRADED
 CQ0884'DIRT ROAD.  AT A JUNCTION WITH STATE HIGHWAY 413, 187 FEET NORTH OF
 CQ0884'THE JUNCTION OF THE CENTER LINES OF THE HIGHWAY AND THE ROAD LEADING
 CQ0884'WEST, 70.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE I.G. VICKERS
 CQ0884'FARMHOUSE, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 CQ0884'WEST OF A BOARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0884'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3621 ***********************************************************************
 BJ3621  DESIGNATION -  TT 111 TX USGS
 BJ3621  PID         -  BJ3621
 BJ3621  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3621  USGS QUAD   -  FELPS (1984)
 BJ3621
 BJ3621                         *CURRENT SURVEY CONTROL
 BJ3621  ___________________________________________________________________
 BJ3621* NAD 83(1986)-  30 55 21.     (N)    090 52 34.     (W)     SCALED    
 BJ3621* NAVD 88     -        64.337  (meters)     211.08   (feet)  ADJUSTED  
 BJ3621  ___________________________________________________________________
 BJ3621  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3621  DYNAMIC HT  -          64.254 (meters)     210.81  (feet)  COMP
 BJ3621  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ3621
 BJ3621  VERT ORDER  -  SECOND    CLASS I
 BJ3621
 BJ3621.The horizontal coordinates were scaled from a topographic map and have
 BJ3621.an estimated accuracy of +/- 6 seconds.
 BJ3621
 BJ3621.The orthometric height was determined by differential leveling
 BJ3621.and adjusted by the National Geodetic Survey in February 1994..
 BJ3621
 BJ3621.The geoid height was determined by GEOID03.
 BJ3621
 BJ3621.The dynamic height is computed by dividing the NAVD 88
 BJ3621.geopotential number by the normal gravity value computed on the
 BJ3621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3621.degrees latitude (g = 980.6199 gals.).
 BJ3621
 BJ3621.The modeled gravity was interpolated from observed gravity values.
 BJ3621
 BJ3621;                    North         East    Units  Estimated Accuracy
 BJ3621;SPC LA S     -   268,620.    1,043,700.      MT  (+/- 180 meters Scaled)
 BJ3621
 BJ3621                          SUPERSEDED SURVEY CONTROL
 BJ3621
 BJ3621.No superseded survey control is available for this station.
 BJ3621
 BJ3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ029229(NAD 83)
 BJ3621_MARKER: DB = BENCH MARK DISK
 BJ3621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3621_SP_SET: CONCRETE POST
 BJ3621_STAMPING: TT 111 TX 1939
 BJ3621_MARK LOGO: USGS  
 BJ3621_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ3621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3621+STABILITY: SURFACE MOTION
 BJ3621
 BJ3621  HISTORY     - Date     Condition        Report By
 BJ3621  HISTORY     - 1939     MONUMENTED       USGS
 BJ3621  HISTORY     - 1984     GOOD             LADTD
 BJ3621
 BJ3621                          STATION DESCRIPTION
 BJ3621
 BJ3621'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3621'18.7 KM (11.6 MI) NE FROM CLINTON.
 BJ3621'ABOUT 14.7 KM (9.15 MILES) EAST ALONG STATE HIGHWAY 10 FROM THE
 BJ3621'COURTHOUSE IN CLINTON TO ITS JUNCTION WITH FOLLEY BROWN ROAD TO THE
 BJ3621'LEFT, THENCE 3.9 KM (2.45 MILES) NORTHERLY ALONG FOLLEY BROWN ROAD TO
 BJ3621'THE MARK ON THE RIGHT, 7.9 METERS (26.0 FT) EAST OF THE CENTERLINE OF
 BJ3621'FOLLEY BROWN ROAD, 18.6 METERS (61.0 FT) NORTH OF THE NORTHEAST CORNER
 BJ3621'OF A SMALL WOODEN BRIDGE, 5.9 METERS (19.5 FT) SOUTH-SOUTHEAST OF A
 BJ3621'POWER POLE, AND 3.5 METERS (11.5 FT) EAST OF A FOUR-STRAND BARBED WIRE
 BJ3621'FENCE.
 BJ3621'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 BJ3621'THE MARK IS ABOVE LEVEL WITH FOLLEY BROWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3613 ***********************************************************************
 BJ3613  DESIGNATION -  TT 113 TX USGS
 BJ3613  PID         -  BJ3613
 BJ3613  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3613  USGS QUAD   -  CHIPOLA (1984)
 BJ3613
 BJ3613                         *CURRENT SURVEY CONTROL
 BJ3613  ___________________________________________________________________
 BJ3613* NAD 83(1986)-  30 59 14.     (N)    090 52 09.     (W)     SCALED    
 BJ3613* NAVD 88     -        66.208  (meters)     217.22   (feet)  ADJUSTED  
 BJ3613  ___________________________________________________________________
 BJ3613  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3613  DYNAMIC HT  -          66.124 (meters)     216.94  (feet)  COMP
 BJ3613  MODELED GRAV-     979,362.5   (mgal)                       NAVD 88
 BJ3613
 BJ3613  VERT ORDER  -  SECOND    CLASS I
 BJ3613
 BJ3613.The horizontal coordinates were scaled from a topographic map and have
 BJ3613.an estimated accuracy of +/- 6 seconds.
 BJ3613
 BJ3613.The orthometric height was determined by differential leveling
 BJ3613.and adjusted by the National Geodetic Survey in February 1994..
 BJ3613
 BJ3613.The geoid height was determined by GEOID03.
 BJ3613
 BJ3613.The dynamic height is computed by dividing the NAVD 88
 BJ3613.geopotential number by the normal gravity value computed on the
 BJ3613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3613.degrees latitude (g = 980.6199 gals.).
 BJ3613
 BJ3613.The modeled gravity was interpolated from observed gravity values.
 BJ3613
 BJ3613;                    North         East    Units  Estimated Accuracy
 BJ3613;SPC LA S     -   275,800.    1,044,340.      MT  (+/- 180 meters Scaled)
 BJ3613
 BJ3613                          SUPERSEDED SURVEY CONTROL
 BJ3613
 BJ3613.No superseded survey control is available for this station.
 BJ3613
 BJ3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ034301(NAD 83)
 BJ3613_MARKER: DB = BENCH MARK DISK
 BJ3613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3613_SP_SET: CONCRETE POST
 BJ3613_STAMPING: TT 113 TX 1939
 BJ3613_MARK LOGO: USGS  
 BJ3613_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ3613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3613+STABILITY: SURFACE MOTION
 BJ3613
 BJ3613  HISTORY     - Date     Condition        Report By
 BJ3613  HISTORY     - 1939     MONUMENTED       USGS
 BJ3613  HISTORY     - 1984     GOOD             LADTD
 BJ3613
 BJ3613                          STATION DESCRIPTION
 BJ3613
 BJ3613'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3613'29.6 KM (18.4 MI) NE FROM CLINTON.
 BJ3613'ABOUT 14.7 KM (9.15 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3613'IN CLINTON TO THE JUNCTION WITH FOLLEY BROWN ROAD, THENCE 6 KM
 BJ3613'(3.75 MI) NORTH (LEFT) ON FOLLEY BROWN ROAD TO THE JUNCTION WITH STATE
 BJ3613'HIGHWAY 961, THENCE EAST (RIGHT) ON HIGHWAY 961 FOR 1.9 KM (1.2 MI) TO
 BJ3613'THE JUNCTION WITH STATE HIGHWAY 432, THENCE EAST (RIGHT) ON HIGHWAY
 BJ3613'432 FOR 1.4 KM (0.9 MI) TO A GRAVEL ROAD (BEAVER CREEK ROAD), THENCE
 BJ3613'NORTH (LEFT) ON THE GRAVEL ROAD FOR 5.5 KM (3.4 MI) TO THE BENCH MARK
 BJ3613'ON THE LEFT AT THE RIVERSIDE CHURCH, 18.6 METERS (61 FT) NORTHEAST OF
 BJ3613'THE NORTHEAST CORNER OF CHURCH, 17.1 METERS (56 FT) WEST-SOUTHWEST OF
 BJ3613'A TELEPHONE JUNCTION BOX, 15.8 METERS (52 FT) SOUTH OF THE CENTER OF
 BJ3613'THE GRAVEL ROAD, AND 8.8 METERS (29 FT) EAST OF A POWER POLE WITH
 BJ3613'SECURITY LIGHT.
 BJ3613'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3613'THE MARK IS 0.61 M ABOVE BEAVER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2001 ***********************************************************************
 CQ2001  DESIGNATION -  TT 118 LS
 CQ2001  PID         -  CQ2001
 CQ2001  STATE/COUNTY-  LA/CADDO
 CQ2001  USGS QUAD   -  WARDVIEW (1971)
 CQ2001
 CQ2001                         *CURRENT SURVEY CONTROL
 CQ2001  ___________________________________________________________________
 CQ2001* NAD 83(1986)-  32 59 39.     (N)    093 50 12.     (W)     SCALED    
 CQ2001* NAVD 88     -        62.30   (+/-2cm)     204.4    (feet)  VERTCON   
 CQ2001  ___________________________________________________________________
 CQ2001  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CQ2001
 CQ2001  VERT ORDER  -  ? (See Below)
 CQ2001
 CQ2001.The horizontal coordinates were scaled from a topographic map and have
 CQ2001.an estimated accuracy of +/- 6 seconds.
 CQ2001
 CQ2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2001.The vertical order pertains to the NGVD 29 superseded value.
 CQ2001
 CQ2001.The geoid height was determined by GEOID03.
 CQ2001
 CQ2001;                    North         East    Units  Estimated Accuracy
 CQ2001;SPC LA N     -   277,330.      875,070.      MT  (+/- 180 meters Scaled)
 CQ2001
 CQ2001                          SUPERSEDED SURVEY CONTROL
 CQ2001
 CQ2001  NGVD 29 (??/??/??)   62.339  (m)          204.52   (f) ADJUSTED    ?  
 CQ2001
 CQ2001.Superseded values are not recommended for survey control.
 CQ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2001.See file dsdata.txt to determine how the superseded data were derived.
 CQ2001
 CQ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS218509(NAD 83)
 CQ2001_MARKER: DD = SURVEY DISK
 CQ2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2001_STAMPING: T.T. 118 L.S. 1932
 CQ2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2001+STABILITY: SURFACE MOTION
 CQ2001
 CQ2001  HISTORY     - Date     Condition        Report By
 CQ2001  HISTORY     - 1932     MONUMENTED       USGS
 CQ2001  HISTORY     - 1938     GOOD             CGS
 CQ2001
 CQ2001                          STATION DESCRIPTION
 CQ2001
 CQ2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ2001'IN MISSIONARY.
 CQ2001'ABOUT 4 MILES EAST OF IDA, CADDO PARISH, ABOUT 0.7 MILE SOUTHWEST OF
 CQ2001'MISSIONARY, 80 FEET EAST OF THE HIGHWAY, AND 8 FEET WEST OF A POINT 5
 CQ2001'FEET NORTH OF THE SOUTHWEST CORNER OF THE MISSIONARY SCHOOL (NEGRO). A
 CQ2001'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED T.T. 118 L.S.
 CQ2001'1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0771 ***********************************************************************
 BK0771  DESIGNATION -  TT 12 H USGS
 BK0771  PID         -  BK0771
 BK0771  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0771  USGS QUAD   -  ELTON (1994)
 BK0771
 BK0771                         *CURRENT SURVEY CONTROL
 BK0771  ___________________________________________________________________
 BK0771* NAD 83(1986)-  30 28 53.     (N)    092 42 20.     (W)     SCALED    
 BK0771* NAVD 88     -        13.97   (+/-2cm)      45.8    (feet)  VERTCON   
 BK0771  ___________________________________________________________________
 BK0771  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0771
 BK0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0771
 BK0771.The horizontal coordinates were scaled from a topographic map and have
 BK0771.an estimated accuracy of +/- 6 seconds.
 BK0771
 BK0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0771.The vertical order pertains to the NGVD 29 superseded value.
 BK0771
 BK0771.The geoid height was determined by GEOID03.
 BK0771
 BK0771;                    North         East    Units  Estimated Accuracy
 BK0771;SPC LA S     -   220,420.      868,250.      MT  (+/- 180 meters Scaled)
 BK0771
 BK0771                          SUPERSEDED SURVEY CONTROL
 BK0771
 BK0771  NGVD 29 (??/??/??)   13.908  (m)           45.63   (f) ADJUSTED    2 0
 BK0771
 BK0771.Superseded values are not recommended for survey control.
 BK0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0771.See file dsdata.txt to determine how the superseded data were derived.
 BK0771
 BK0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP282721(NAD 83)
 BK0771_MARKER: DD = SURVEY DISK
 BK0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0771_STAMPING: TT 12 H 1934
 BK0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0771+STABILITY: SURFACE MOTION
 BK0771
 BK0771  HISTORY     - Date     Condition        Report By
 BK0771  HISTORY     - 1934     MONUMENTED       USGS
 BK0771  HISTORY     - 1935     GOOD             CGS
 BK0771
 BK0771                          STATION DESCRIPTION
 BK0771
 BK0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0771'IN ELTON.
 BK0771'AT ELTON, JEFFERSON DAVIS PARISH, AT THE SOUTHWEST EDGE OF TOWN, ON
 BK0771'THE MISSOURI PACIFIC RAILROAD, 180 FEET WEST OF MILEPOST 553, 135 FEET
 BK0771'SOUTH OF THE CENTERLINE OF THE TRACK, AND 33 FEET NORTH OF THE
 BK0771'CENTERLINE OF U.S. HIGHWAY 190.  A UNITED STATES GEOLOGICAL SURVEY
 BK0771'STANDARD DISK, STAMPED TT 12 H 1934 AND SET IN THE TOP OF A CONCRETE
 BK0771'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0946 ***********************************************************************
 BJ0946  DESIGNATION -  TT 12 L USGS
 BJ0946  PID         -  BJ0946
 BJ0946  STATE/COUNTY-  LA/LIVINGSTON
 BJ0946  USGS QUAD   -  HOLDEN (1974)
 BJ0946
 BJ0946                         *CURRENT SURVEY CONTROL
 BJ0946  ___________________________________________________________________
 BJ0946* NAD 83(1986)-  30 30 16.     (N)    090 38 40.     (W)     SCALED    
 BJ0946* NAVD 88     -        12.92   (+/-2cm)      42.4    (feet)  VERTCON   
 BJ0946  ___________________________________________________________________
 BJ0946  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0946
 BJ0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0946
 BJ0946.The horizontal coordinates were scaled from a topographic map and have
 BJ0946.an estimated accuracy of +/- 6 seconds.
 BJ0946
 BJ0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0946.The vertical order pertains to the NGVD 29 superseded value.
 BJ0946
 BJ0946.The geoid height was determined by GEOID03.
 BJ0946
 BJ0946;                    North         East    Units  Estimated Accuracy
 BJ0946;SPC LA S     -   222,380.    1,066,130.      MT  (+/- 180 meters Scaled)
 BJ0946
 BJ0946                          SUPERSEDED SURVEY CONTROL
 BJ0946
 BJ0946  NGVD 29 (??/??/??)   12.938  (m)           42.45   (f) ADJUSTED    2 0
 BJ0946
 BJ0946.Superseded values are not recommended for survey control.
 BJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0946.See file dsdata.txt to determine how the superseded data were derived.
 BJ0946
 BJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP260770(NAD 83)
 BJ0946_MARKER: DD = SURVEY DISK
 BJ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0946_STAMPING: TT 12 L 1931
 BJ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0946+STABILITY: SURFACE MOTION
 BJ0946
 BJ0946  HISTORY     - Date     Condition        Report By
 BJ0946  HISTORY     - 1931     MONUMENTED       USGS
 BJ0946  HISTORY     - 1954     POOR             CGS
 BJ0946  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0946
 BJ0946                          STATION DESCRIPTION
 BJ0946
 BJ0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ0946'3.7 MI W FROM ALBANY.
 BJ0946'3.7 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 BJ0946'THE STATION AT ALBANY, LIVINGSTON PARISH, AT A DIM-ROAD CROSSING, 46
 BJ0946'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 24 FEET WEST OF THE
 BJ0946'CENTERLINE OF THE ROAD, 32 FEET NORTH OF THE CENTERLINE OF U. S.
 BJ0946'HIGHWAY 190, AND AT THE WEST SIDE OF A CATTLEGUARD.  A UNITED STATES
 BJ0946'GEOLOGICAL SURVEY STANDARD DISK STAMPED TT 12 L 1931 AND SET IN THE
 BJ0946'TOP OF A CONCRETE POST.  NOTE-- THE MARK HAS BEEN DISTURBED AND IS
 BJ0946'LEANING SLIGHTLY, THE MARK SHOULD BE USED WITH CAUTION AS A BENCH
 BJ0946'MARK.
 BJ0946
 BJ0946                          STATION RECOVERY (1976)
 BJ0946
 BJ0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0321 ***********************************************************************
 CQ0321  DESIGNATION -  TT 12 L USGS RESET 1952
 CQ0321  PID         -  CQ0321
 CQ0321  STATE/COUNTY-  LA/UNION
 CQ0321  USGS QUAD   -  FARMERVILLE (1988)
 CQ0321
 CQ0321                         *CURRENT SURVEY CONTROL
 CQ0321  ___________________________________________________________________
 CQ0321* NAD 83(1986)-  32 50 30.     (N)    092 26 25.     (W)     SCALED    
 CQ0321* NAVD 88     -        58.477  (meters)     191.85   (feet)  ADJUSTED  
 CQ0321  ___________________________________________________________________
 CQ0321  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ0321  DYNAMIC HT  -          58.413 (meters)     191.64  (feet)  COMP
 CQ0321  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 CQ0321
 CQ0321  VERT ORDER  -  SECOND    CLASS 0
 CQ0321
 CQ0321.The horizontal coordinates were scaled from a topographic map and have
 CQ0321.an estimated accuracy of +/- 6 seconds.
 CQ0321
 CQ0321.The orthometric height was determined by differential leveling
 CQ0321.and adjusted by the National Geodetic Survey in June 1991..
 CQ0321
 CQ0321.The geoid height was determined by GEOID03.
 CQ0321
 CQ0321.The dynamic height is computed by dividing the NAVD 88
 CQ0321.geopotential number by the normal gravity value computed on the
 CQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0321.degrees latitude (g = 980.6199 gals.).
 CQ0321
 CQ0321.The modeled gravity was interpolated from observed gravity values.
 CQ0321
 CQ0321;                    North         East    Units  Estimated Accuracy
 CQ0321;SPC LA N     -   259,650.    1,005,590.      MT  (+/- 180 meters Scaled)
 CQ0321
 CQ0321                          SUPERSEDED SURVEY CONTROL
 CQ0321
 CQ0321  NGVD 29 (??/??/??)   58.574  (m)          192.17   (f) ADJUSTED    2 0
 CQ0321
 CQ0321.Superseded values are not recommended for survey control.
 CQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0321.See file dsdata.txt to determine how the superseded data were derived.
 CQ0321
 CQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS523338(NAD 83)
 CQ0321_MARKER: DE = TRAVERSE STATION DISK
 CQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0321_STAMPING: 1944 TT12L RESET 1952
 CQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0321+STABILITY: SURFACE MOTION
 CQ0321
 CQ0321  HISTORY     - Date     Condition        Report By
 CQ0321  HISTORY     - 1952     MONUMENTED       USGS
 CQ0321  HISTORY     - 1969     GOOD             LADH
 CQ0321
 CQ0321                          STATION DESCRIPTION
 CQ0321
 CQ0321'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ0321'5.4 MI NW FROM FARMERVILLE.
 CQ0321'LOCATED 5.4 MILES NORTHWEST ALONG STATE HIGHWAY LA. 15 FROM THE UNION
 CQ0321'PARISH COURTHOUSE IN FARMERVILLE TO THE MARK ON THE RIGHT.  IT IS
 CQ0321'ACROSS THE HIGHWAY FROM A TWO STORY CINDER BLOCK BUILDING, 68 FEET
 CQ0321'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 174 FEET NORTH OF THE
 CQ0321'NORTHEAST END OF A BOX CULVERT, 3 FEET NORTHWEST OF A POWER POLE AND 1
 CQ0321'FOOT NORTHEAST OF A STEEL WITNESS POST.  IT IS A USGS TRAVERSE DISK
 CQ0321'STAMPED TT12L AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0321'2-INCHES.  SECTION 2, T 21N, R 1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3034 ***********************************************************************
 BK3034  DESIGNATION -  TT 12 N USGS 1941
 BK3034  PID         -  BK3034
 BK3034  STATE/COUNTY-  LA/BEAUREGARD
 BK3034  USGS QUAD   -  LONGVILLE (1994)
 BK3034
 BK3034                         *CURRENT SURVEY CONTROL
 BK3034  ___________________________________________________________________
 BK3034* NAD 83(1992)-  30 36 48.11012(N)    093 11 09.46576(W)     ADJUSTED  
 BK3034* NAVD 88     -        38.5    (meters)     126.     (feet)  VERTCON   
 BK3034  ___________________________________________________________________
 BK3034  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK3034  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK3034
 BK3034  HORZ ORDER  -  SECOND
 BK3034
 BK3034.The horizontal coordinates were established by classical geodetic methods
 BK3034.and adjusted by the National Geodetic Survey in January 1993..
 BK3034
 BK3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3034
 BK3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3034
 BK3034.The geoid height was determined by GEOID03.
 BK3034
 BK3034;                    North         East     Units Scale Factor Converg.
 BK3034;SPC LA S     -   235,694.710   822,366.971   MT  0.99998272   -0 55 34.8
 BK3034;SPC LA S     -   773,275.06  2,698,048.97   sFT  0.99998272   -0 55 34.8
 BK3034;UTM  15      - 3,386,768.957   482,175.634   MT  0.99960392   -0 05 40.9
 BK3034
 BK3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3034!SPC LA S     -   0.99999822  x   0.99998272  =   0.99998094
 BK3034!UTM  15      -   0.99999822  x   0.99960392  =   0.99960215
 BK3034
 BK3034                          SUPERSEDED SURVEY CONTROL
 BK3034
 BK3034  NAD 83(1986)-  30 36 48.12926(N)    093 11 09.45801(W) AD(       ) 2
 BK3034  NAD 27      -  30 36 47.41731(N)    093 11 08.88469(W) AD(       ) 2
 BK3034  NGVD 29 (07/19/86)   38.5    (m)          126.     (f) VERT ANG       
 BK3034
 BK3034.Superseded values are not recommended for survey control.
 BK3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3034.See file dsdata.txt to determine how the superseded data were derived.
 BK3034
 BK3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8217686769(NAD 83)
 BK3034_MARKER: DB = BENCH MARK DISK
 BK3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3034
 BK3034  HISTORY     - Date     Condition        Report By
 BK3034  HISTORY     - 1941     MONUMENTED       USGS
 BK3034  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BK3034
 BK3034                          STATION DESCRIPTION
 BK3034
 BK3034'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 BK3034'STATION IS ABOUT 2-3/4 MILES E OF THE VILLAGE OF LONGVILLE,
 BK3034'IN THE E HALF OF SECTION 21, T 5 S, R 8 W, ON LAND OWNED
 BK3034'AND OCCUPIED BY J.A. COLE.
 BK3034'
 BK3034'REFERENCE MARK NO. 2, IS 37 FEET S OF A CROSS ROAD INTERSECTION
 BK3034'AND 12 FEET W OF A FENCE CORNER.  IT IS A STANDARD GEOLOGICAL
 BK3034'SURVEY BENCH MARK DISK STAMPED TT 12 N 1934 AND PROJECTS
 BK3034'ABOUT 1 FOOT.
 BK3034
 BK3034                          STATION RECOVERY (1974)
 BK3034
 BK3034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK3034'STATION WAS RECOVERED AND FOUND LOOSE BUT WAS RE-ENFORCED
 BK3034'WITH CONCRETE AT THIS TIME.
 BK3034'
 BK3034'STATION IS ABOUT 10 MILES NORTHWEST OF REEVES, 9 MILES SOUTHWEST
 BK3034'OF THE SOUTH END OF LAKE BUNDICK, 3 MILES EAST OF LONGVILLE,
 BK3034'AT THE JUNCTION OF 2 PAVED ROADS AND ON THE ROAD RIGHT-OF-WAY.
 BK3034'
 BK3034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BK3034'171, 190 AND STATE HIGHWAY 110 IN LONGVILLE, GO EAST ON
 BK3034'A PAVED ROAD FOR 3.0 MILES TO THE JUNCTION OF A PAVED ROAD
 BK3034'ON THE LEFT, A DRIVEWAY ON THE RIGHT AND THE STATION ON
 BK3034'THE RIGHT AS DESCRIBED.
 BK3034'
 BK3034'STATION MARK, STAMPED TT 12 N 1934, IS A U.S. GEOLOGICAL
 BK3034'SURVEY BENCH MARK DISK SET IN A 6 BY 6-INCH CONCRETE POST
 BK3034'THAT PROJECTS ABOUT 14 INCHES ABOVE THE GROUND SURFACE.
 BK3034'IT IS 36 FEET SOUTHEAST OF CENTER OF THE JUNCTION OF THE
 BK3034'2 PAVED ROADS, 29 FEET SOUTH OF CENTER OF A PAVED ROAD,
 BK3034'27 FEET EAST OF CENTER OF A DRIVEWAY AND 4 FEET EAST OF
 BK3034'A FENCE.
 BK3034'
 BK3034'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 BK3034'BURNETT, THE DISTANCE BEING (327.77 FT.) OR 99.9060 METERS.
 BK3034'
 BK3034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 BK3034'EAST OF LONGVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4136 ***********************************************************************
 BJ4136  DESIGNATION -  TT 12 TX USGS 1939
 BJ4136  PID         -  BJ4136
 BJ4136  STATE/COUNTY-  LA/WASHINGTON
 BJ4136  USGS QUAD   -  PINE (1983)
 BJ4136
 BJ4136                         *CURRENT SURVEY CONTROL
 BJ4136  ___________________________________________________________________
 BJ4136* NAD 83(1992)-  30 54 27.20114(N)    090 00 48.83461(W)     ADJUSTED  
 BJ4136* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 BJ4136  ___________________________________________________________________
 BJ4136  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BJ4136  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BJ4136
 BJ4136  HORZ ORDER  -  SECOND
 BJ4136
 BJ4136.The horizontal coordinates were established by classical geodetic methods
 BJ4136.and adjusted by the National Geodetic Survey in May 1994..
 BJ4136
 BJ4136.The orthometric height was scaled from a topographic map.
 BJ4136
 BJ4136.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4136
 BJ4136.The geoid height was determined by GEOID03.
 BJ4136
 BJ4136;                    North         East     Units Scale Factor Converg.
 BJ4136;SPC LA S     -   267,601.471 1,126,168.523   MT  1.00005073   +0 39 35.6
 BJ4136;SPC LA S     -   877,955.83  3,694,771.23   sFT  1.00005073   +0 39 35.6
 BJ4136;SPC MS W     -   156,071.902   730,567.191   MT  0.99996152   +0 09 51.3
 BJ4136;SPC MS W     -   512,045.90  2,396,869.19   sFT  0.99996152   +0 09 51.3
 BJ4136;UTM  15      - 3,423,180.110   785,439.324   MT  1.00060516   +1 32 06.1
 BJ4136;UTM  16      - 3,423,249.946   211,966.463   MT  1.00062352   -1 32 56.4
 BJ4136
 BJ4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4136!SPC LA S     -   0.99998771  x   1.00005073  =   1.00003843
 BJ4136!SPC MS W     -   0.99998771  x   0.99996152  =   0.99994923
 BJ4136!UTM  15      -   0.99998771  x   1.00060516  =   1.00059286
 BJ4136!UTM  16      -   0.99998771  x   1.00062352  =   1.00061122
 BJ4136
 BJ4136                          SUPERSEDED SURVEY CONTROL
 BJ4136
 BJ4136  NAD 83(1992)-  30 54 27.20938(N)    090 00 48.83183(W) AD(       ) 2
 BJ4136  NAD 83(1986)-  30 54 27.21548(N)    090 00 48.83135(W) AD(       ) 2
 BJ4136  NAD 27      -  30 54 26.55481(N)    090 00 48.53628(W) AD(       ) 2
 BJ4136
 BJ4136.Superseded values are not recommended for survey control.
 BJ4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4136.See file dsdata.txt to determine how the superseded data were derived.
 BJ4136
 BJ4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8543923180(NAD 83)
 BJ4136_MARKER: DB = BENCH MARK DISK
 BJ4136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4136_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4136+STABILITY: SURFACE MOTION
 BJ4136
 BJ4136  HISTORY     - Date     Condition        Report By
 BJ4136  HISTORY     - 1939     MONUMENTED       USGS
 BJ4136  HISTORY     - 1954     MARK NOT FOUND   CGS
 BJ4136
 BJ4136                          STATION DESCRIPTION
 BJ4136
 BJ4136'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 BJ4136'POINT OBSERVED UPON WAS THE CROSS IN THE CENTER OF THE STANDARD
 BJ4136'U.S. GEOLOGICAL SURVEY BENCH MARK DISK.  THE DISK IS SET IN
 BJ4136'AN 8-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 BJ4136'GROUND.  THE MARK IS 549.11 FEET NNW OF TRIANGULATION STATION
 BJ4136'PINE, 85 FEET S OF THE CENTER LINE OF AN E AND W ROAD, 38-1/2
 BJ4136'FEET W OF THE CENTER LINE OF A N AND S ROAD, 1 FOOT E OF A N
 BJ4136'AND S FENCE LINE.
 BJ4136'
 BJ4136'TO REACH FROM FRANKLINTON, DRIVE E ON A GRAVEL ROAD 1 BLOCK
 BJ4136'N OF THE RAILROAD STATION FOR 9.8 MILES TO THE CROSS ROAD IN
 BJ4136'PINE AND THE MARK IN THE SW ANGLE.
 BJ4136
 BJ4136                          STATION RECOVERY (1954)
 BJ4136
 BJ4136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4136'THE MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED AT THIS DATE.  THE
 BJ4136'MARK WAS PROBABLY DESTROYED WHEN THE HIGHWAY WAS WIDENED.
 BJ4136'
 BJ4136'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0885 ***********************************************************************
 CQ0885  DESIGNATION -  TT 12 WM USGS
 CQ0885  PID         -  CQ0885
 CQ0885  STATE/COUNTY-  LA/WINN
 CQ0885  USGS QUAD   -  COTTON PLANT (1989)
 CQ0885
 CQ0885                         *CURRENT SURVEY CONTROL
 CQ0885  ___________________________________________________________________
 CQ0885* NAD 83(1986)-  32 01 13.     (N)    092 21 26.     (W)     SCALED    
 CQ0885* NAVD 88     -        45.82   (+/-2cm)     150.3    (feet)  VERTCON   
 CQ0885  ___________________________________________________________________
 CQ0885  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0885
 CQ0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0885
 CQ0885.The horizontal coordinates were scaled from a topographic map and have
 CQ0885.an estimated accuracy of +/- 6 seconds.
 CQ0885
 CQ0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0885.The vertical order pertains to the NGVD 29 superseded value.
 CQ0885
 CQ0885.The geoid height was determined by GEOID03.
 CQ0885
 CQ0885;                    North         East    Units  Estimated Accuracy
 CQ0885;SPC LA N     -   168,570.    1,013,490.      MT  (+/- 180 meters Scaled)
 CQ0885
 CQ0885                          SUPERSEDED SURVEY CONTROL
 CQ0885
 CQ0885  NGVD 29 (??/??/??)   45.843  (m)          150.40   (f) ADJUSTED    2 0
 CQ0885
 CQ0885.Superseded values are not recommended for survey control.
 CQ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0885.See file dsdata.txt to determine how the superseded data were derived.
 CQ0885
 CQ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR607428(NAD 83)
 CQ0885_MARKER: DD = SURVEY DISK
 CQ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0885_STAMPING: TT 12 WM 1949
 CQ0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0885+STABILITY: SURFACE MOTION
 CQ0885
 CQ0885  HISTORY     - Date     Condition        Report By
 CQ0885  HISTORY     - 1949     MONUMENTED       USGS
 CQ0885  HISTORY     - 1961     GOOD             CGS
 CQ0885
 CQ0885                          STATION DESCRIPTION
 CQ0885
 CQ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ0885'12.35 MI NW FROM OLLA.
 CQ0885'LOCATED 12.35 MILES NORTHWEST ALONG STATE HIGHWAY 127 FROM THE
 CQ0885'MISSOURI PACIFIC RAILROAD STATION AT OLLA, AT THE JUNCTION OF A ROAD
 CQ0885'LEADING NORTH, IN THE NORTHWEST ANGLE OF THE JUNCTION, 52 FEET WEST OF
 CQ0885'A LONE 8-INCH OAK TREE IN THE YARD OF A SMALL HOUSE NORTHEAST OF THE
 CQ0885'STATION, 39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET WEST
 CQ0885'OF THE CENTER OF THE ROAD LEADING NORTH, 75 FEET SOUTHWEST OF A POWER
 CQ0885'POLE IN THE YARD, 100 FEET WEST OF A POWER POLE WITH A LIGHT METER AND
 CQ0885'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD U.S.
 CQ0885'GEOLOGICAL SURVEY DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 CQ0885'POST PROJECTING 2 INCHES.  IT IS STAMPED TT 12 WM 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1532 ***********************************************************************
 DL1532  DESIGNATION -  TT 120
 DL1532  PID         -  DL1532
 DL1532  STATE/COUNTY-  LA/CADDO
 DL1532  USGS QUAD   -  DODDRIDGE (1975)
 DL1532
 DL1532                         *CURRENT SURVEY CONTROL
 DL1532  ___________________________________________________________________
 DL1532* NAD 83(1992)-  33 01 09.76634(N)    093 55 05.11943(W)     ADJUSTED  
 DL1532* NAVD 88     -        92.56   (+/-2cm)     303.7    (feet)  VERTCON   
 DL1532  ___________________________________________________________________
 DL1532  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DL1532  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DL1532
 DL1532  HORZ ORDER  -  THIRD
 DL1532  VERT ORDER  -  THIRD ? (See Below)
 DL1532
 DL1532.The horizontal coordinates were established by classical geodetic methods
 DL1532.and adjusted by the National Geodetic Survey in September 1999..
 DL1532
 DL1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1532.The vertical order pertains to the NGVD 29 superseded value.
 DL1532
 DL1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DL1532
 DL1532.The geoid height was determined by GEOID03.
 DL1532
 DL1532;                    North         East     Units Scale Factor Converg.
 DL1532;SPC LA N     -   280,222.151   867,494.631   MT  1.00009947   -0 44 59.1
 DL1532;SPC LA N     -   919,362.17  2,846,105.30   sFT  1.00009947   -0 44 59.1
 DL1532;SPC AR S     -   440,800.700   220,784.856   MT  1.00007405   -1 04 24.7
 DL1532;SPC AR S     - 1,446,193.63    724,358.32   sFT  1.00007405   -1 04 24.7
 DL1532;UTM  15      - 3,653,809.740   414,253.228   MT  0.99969065   -0 30 01.1
 DL1532
 DL1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1532!SPC LA N     -   0.99998962  x   1.00009947  =   1.00008909
 DL1532!SPC AR S     -   0.99998962  x   1.00007405  =   1.00006367
 DL1532!UTM  15      -   0.99998962  x   0.99969065  =   0.99968027
 DL1532
 DL1532|---------------------------------------------------------------------|
 DL1532| PID    Reference Object                     Distance      Geod. Az  |
 DL1532|                                                           dddmmss.s |
 DL1532| CX7285 TT 120 RM 1                          23.526 METERS 02627     |
 DL1532| CX6407 TT 120 AZ MK                                       1554851.3 |
 DL1532| CX7286 TT 120 RM 2                          38.956 METERS 29622     |
 DL1532|---------------------------------------------------------------------|
 DL1532
 DL1532                          SUPERSEDED SURVEY CONTROL
 DL1532
 DL1532  NAD 83(1992)-  33 01 09.77127(N)    093 55 05.11597(W) AD(       ) 3
 DL1532  NAD 83(1992)-  33 01 09.77405(N)    093 55 05.11035(W) AD(       ) 3
 DL1532  NAD 83(1986)-  33 01 09.77531(N)    093 55 05.10929(W) AD(       ) 3
 DL1532  NAD 27      -  33 01 09.29400(N)    093 55 04.46300(W) AD(       ) 3
 DL1532  NGVD 29 (07/19/86)   92.59   (m)          303.8    (f) LEVELING    3  
 DL1532
 DL1532.Superseded values are not recommended for survey control.
 DL1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1532.See file dsdata.txt to determine how the superseded data were derived.
 DL1532
 DL1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1425353810(NAD 83)
 DL1532_MARKER: DB = BENCH MARK DISK
 DL1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1532
 DL1532  HISTORY     - Date     Condition        Report By
 DL1532  HISTORY     - 1950     MONUMENTED       USGS
 DL1532
 DL1532                          STATION DESCRIPTION
 DL1532
 DL1532'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RLE)
 DL1532'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF IDA
 DL1532'ON THE SOUTH SIDE OF THE LOUISIANA-ARKANSAS STATE LINE AND IN
 DL1532'THE NORTHWEST CORNER OF A PASTURE ON THE EAST SIDE OF A
 DL1532'NORTH-SOUTH GRADED ROAD.  IT IS 115 FEET SOUTHEAST OF THE
 DL1532'SOUTHEAST CORNER OF HOUSE, 48 FEET EAST OF THE CENTER OF
 DL1532'CURVE IN ROAD, 35 FEET SOUTH OF EAST-WEST FENCE LINE AND 7
 DL1532'FEET EAST OF WITNESS POST AND FENCE LINE.  IT IS A U.S.G.S.
 DL1532'BENCH MARK DISK SET IN A 6 BY 6 INCH CONCRETE POST PROJECTING
 DL1532'4 INCHES AND STAMPED TT 120 1932.
 DL1532'
 DL1532'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 20 FEET
 DL1532'NORTH OF THE CENTER OF ROAD AND 1 FOOT EAST OF FENCE CORNER IN
 DL1532'THE SOUTHWEST CORNER OF THE YARD.  IT IS STAMPED TT 120 NO 2
 DL1532'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 DL1532'
 DL1532'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, SET IN
 DL1532'THE OPEN PASTURE 94 FEET EAST OF THE EAST SIDE OF HOUSE.  IT
 DL1532'IS STAMPED TT 120 NO 1 1950 AND SET FLUSH WITH THE GROUND
 DL1532'SURFACE.
 DL1532'
 DL1532'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 DL1532'NO 2 IS 149.30 FEET.
 DL1532'
 DL1532'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE
 DL1532'STATION, 20 FEET SOUTH OF THE CENTER OF ROAD, 1 FOOT EAST OF
 DL1532'FENCE CORNER AND 1 FOOT NORTH OF WITNESS POST.  IT IS STAMPED
 DL1532'TT 120 1950 AND PROJECTS 4 INCHES.
 DL1532'
 DL1532'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 991
 DL1532'AND U.S. HIGHWAY NO 71, GO WEST ON STATE ROUTE 991 FOR 0.45
 DL1532'MILE TO FORKS, BEAR RIGHT AND FOLLOW STATE LINE ROAD FOR
 DL1532'1.15 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 DL1532'CONTINUE NORTH ON GRADED ROAD FOR 0.3 MILE TO WHERE ROAD MAKES
 DL1532'A LEFT TURN AND STATION ON RIGHT IN FENCE CORNER AS DESCRIBED.
 DL1532'
 DL1532'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0770 ***********************************************************************
 BK0770  DESIGNATION -  TT 13 H USGS
 BK0770  PID         -  BK0770
 BK0770  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0770  USGS QUAD   -  ELTON (1994)
 BK0770
 BK0770                         *CURRENT SURVEY CONTROL
 BK0770  ___________________________________________________________________
 BK0770* NAD 83(1986)-  30 28 55.     (N)    092 40 15.     (W)     SCALED    
 BK0770* NAVD 88     -        15.90   (+/-2cm)      52.2    (feet)  VERTCON   
 BK0770  ___________________________________________________________________
 BK0770  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK0770
 BK0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0770
 BK0770.The horizontal coordinates were scaled from a topographic map and have
 BK0770.an estimated accuracy of +/- 6 seconds.
 BK0770
 BK0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0770.The vertical order pertains to the NGVD 29 superseded value.
 BK0770
 BK0770.The geoid height was determined by GEOID03.
 BK0770
 BK0770;                    North         East    Units  Estimated Accuracy
 BK0770;SPC LA S     -   220,440.      871,590.      MT  (+/- 180 meters Scaled)
 BK0770
 BK0770                          SUPERSEDED SURVEY CONTROL
 BK0770
 BK0770  NGVD 29 (??/??/??)   15.850  (m)           52.00   (f) ADJUSTED    2 0
 BK0770
 BK0770.Superseded values are not recommended for survey control.
 BK0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0770.See file dsdata.txt to determine how the superseded data were derived.
 BK0770
 BK0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP315722(NAD 83)
 BK0770_MARKER: DD = SURVEY DISK
 BK0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0770_STAMPING: TTS13H 1934
 BK0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0770+STABILITY: SURFACE MOTION
 BK0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0770+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 BK0770
 BK0770  HISTORY     - Date     Condition        Report By
 BK0770  HISTORY     - 1934     MONUMENTED       USGS
 BK0770  HISTORY     - 1970     GOOD             LADTD
 BK0770  HISTORY     - 19961204 GOOD             USPSQD
 BK0770  HISTORY     - 19981017 GOOD             USPSQD
 BK0770  HISTORY     - 20040820 GOOD             USPSQD
 BK0770  HISTORY     - 20060321 GOOD             USPSQD
 BK0770
 BK0770                          STATION DESCRIPTION
 BK0770
 BK0770'DESCRIBED BY LA TRANSP AND DEV 1970
 BK0770'0.1 MI E FROM ELTON.
 BK0770'ABOUT 0.1 MILE EAST ALONG US HIGHWAY 190 FROM THE EAST ONE OF TWO RICE
 BK0770'DRYERS EAST OF ELTON, LOCATED IN THE NORTHEAST SECTION OF THE
 BK0770'INTERSECTION OF STATE ROUTE 26 AND US HIGHWAY 190, 53 FEET EAST OF THE
 BK0770'CENTERLINE OF LA.  26, 47 FEET NORTH OF THE CENTERLINE OF US HIGHWAY
 BK0770'190, 23.5 FEET NORTHEAST OF A POWER POLE BEARING CROSS LINES, 102 FEET
 BK0770'SOUTH OF THE SOUTH TRACK, 1.5 FEET SOUTH OF A STEEL WITNESS POST, 1.5
 BK0770'FEET BELOW LEVEL OF HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 BK0770'PROJECTING 3 INCHES.  SEC 36, T 7S, R3W
 BK0770
 BK0770                          STATION RECOVERY (1996)
 BK0770
 BK0770'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK0770'RECOVERED IN GOOD CONDITION.
 BK0770
 BK0770                          STATION RECOVERY (1998)
 BK0770
 BK0770'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK0770'RECOVERED IN GOOD CONDITION.
 BK0770
 BK0770                          STATION RECOVERY (2004)
 BK0770
 BK0770'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK0770'RECOVERED AS DESCRIBED.
 BK0770
 BK0770                          STATION RECOVERY (2006)
 BK0770
 BK0770'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0916 ***********************************************************************
 BJ0916  DESIGNATION -  TT 13 L
 BJ0916  PID         -  BJ0916
 BJ0916  STATE/COUNTY-  LA/LIVINGSTON
 BJ0916  USGS QUAD   -  ALBANY (1974)
 BJ0916
 BJ0916                         *CURRENT SURVEY CONTROL
 BJ0916  ___________________________________________________________________
 BJ0916* NAD 83(1992)-  30 30 16.83452(N)    090 34 57.27884(W)     ADJUSTED  
 BJ0916* NAVD 88     -        12.355  (meters)      40.53   (feet)  ADJUSTED  
 BJ0916  ___________________________________________________________________
 BJ0916  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ0916  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0916  DYNAMIC HT  -          12.339 (meters)      40.48  (feet)  COMP
 BJ0916  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ0916
 BJ0916  HORZ ORDER  -  SECOND
 BJ0916  VERT ORDER  -  FIRST     CLASS I
 BJ0916
 BJ0916.The horizontal coordinates were established by classical geodetic methods
 BJ0916.and adjusted by the National Geodetic Survey in January 1993..
 BJ0916
 BJ0916.The orthometric height was determined by differential leveling
 BJ0916.and adjusted by the National Geodetic Survey in February 1994..
 BJ0916
 BJ0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0916
 BJ0916.The geoid height was determined by GEOID03.
 BJ0916
 BJ0916.The dynamic height is computed by dividing the NAVD 88
 BJ0916.geopotential number by the normal gravity value computed on the
 BJ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0916.degrees latitude (g = 980.6199 gals.).
 BJ0916
 BJ0916.The modeled gravity was interpolated from observed gravity values.
 BJ0916
 BJ0916;                    North         East     Units Scale Factor Converg.
 BJ0916;SPC LA S     -   222,445.802 1,072,065.221   MT  0.99996428   +0 22 31.4
 BJ0916;SPC LA S     -   729,807.60  3,517,267.31   sFT  0.99996428   +0 22 31.4
 BJ0916;UTM  15      - 3,377,195.019   731,999.653   MT  1.00026404   +1 13 39.6
 BJ0916
 BJ0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0916!SPC LA S     -   1.00000230  x   0.99996428  =   0.99996658
 BJ0916!UTM  15      -   1.00000230  x   1.00026404  =   1.00026634
 BJ0916
 BJ0916                          SUPERSEDED SURVEY CONTROL
 BJ0916
 BJ0916  NAD 83(1986)-  30 30 16.85141(N)    090 34 57.27636(W) AD(       ) 2
 BJ0916  NAD 27      -  30 30 16.16511(N)    090 34 56.94663(W) AD(       ) 2
 BJ0916  NAVD 88 (06/15/91)   12.395  (m)           40.67   (f) UNKNOWN     1 1
 BJ0916  NGVD 29 (??/??/??)   12.372  (m)           40.59   (f) ADJUSTED    1 1
 BJ0916
 BJ0916.Superseded values are not recommended for survey control.
 BJ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0916.See file dsdata.txt to determine how the superseded data were derived.
 BJ0916
 BJ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3200077195(NAD 83)
 BJ0916_MARKER: DD = SURVEY DISK
 BJ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0916_STAMPING: TT 13 L 1931 41.037
 BJ0916_MARK LOGO: USGS  
 BJ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0916+STABILITY: SURFACE MOTION
 BJ0916
 BJ0916  HISTORY     - Date     Condition        Report By
 BJ0916  HISTORY     - 1939     MONUMENTED       USGS
 BJ0916  HISTORY     - 1954     GOOD             CGS
 BJ0916  HISTORY     - 1955     GOOD             CGS
 BJ0916  HISTORY     - 1976     GOOD             NGS
 BJ0916  HISTORY     - 1979     GOOD             LADTD
 BJ0916  HISTORY     - 1983     GOOD             LADTD
 BJ0916
 BJ0916                          STATION DESCRIPTION
 BJ0916
 BJ0916'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 BJ0916'THE POINT OBSERVED UPON IS THE CROSS IN THE CENTER OF A STANDARD
 BJ0916'U.S. GEOLOGICAL SURVEY COOPERATION WITH THE STATE DISK SET
 BJ0916'IN A 7-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 BJ0916'THE GROUND, AND STAMPED TT 13 L 1931.  THE MARK IS LOCATED IN THE
 BJ0916'TOWN OF ALBANY AT THE INTERSECTION OF LOUISIANA HIGHWAY 46
 BJ0916'AND THE YAZOO AND MISSISSIPPI VALLEY RAILROAD TRACK.  41.303
 BJ0916'METERS, (135.51 FEET), S OF TRIANGULATION STATION FUNSTON
 BJ0916'ECC., 4 FEET E OF A FENCE CORNER.  24 FEET E OF LOUISIANA
 BJ0916'HIGHWAY 46.  AND 96.2 FEET S OF THE S RAIL OF THE MAIN LINE
 BJ0916'TRACK OF THE YAZOO AND MISSISSIPPI VALLEY RAILROAD TRACK.
 BJ0916'
 BJ0916'OBSERVED UPON FROM TRIANGULATION STATION.  FUNSTON ECC.
 BJ0916
 BJ0916                          STATION RECOVERY (1954)
 BJ0916
 BJ0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 BJ0916'IN ALBANY.
 BJ0916'LOCATED ALONG THE ILLINOIS CENTRAL RAILROAD IN ALBANY, 340 FEET
 BJ0916'EAST-SOUTHEAST OF THE RAILROAD STATION, BETWEEN THE RAILROAD TRACKS
 BJ0916'AND U.S. HIGHWAY 190, 24 FEET EAST OF STATE HIGHWAY 46, 8 FEET
 BJ0916'NORTHWEST OF THE NORTHWEST CORNER OF WHITE BRICK BUILDING, AND 61 FEET
 BJ0916'SOUTHEAST OF THE SOUTHEAST CORNER OF A TIN WAREHOUSE.  IT IS A
 BJ0916'STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE
 BJ0916'POST.  LATER BEING SURROUNDED BY A SIDEWALK.
 BJ0916
 BJ0916                          STATION RECOVERY (1955)
 BJ0916
 BJ0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ0916'THE STATION IS LOCATED IN ALBANY, AT THE INTERSECTION OF THE
 BJ0916'ILLINOIS CENTRAL RAILROAD AND STATE HIGHWAY 46, ABOUT 350
 BJ0916'FT. E-SE OF THE RAILROAD STATION, 96 FT. S OF THE S RAIL OF
 BJ0916'THE TRACK, 61 FT. SE OF THE SE CORNER OF A WAREHOUSE ON THE W
 BJ0916'SIDE OF THE HIGHWAY, 24 FT. E OF THE CENTERLINE OF STATE HIGHWAY
 BJ0916'46, 12 FT. S OF A POWER POLE, AND 8 FT. NW OF THE NW CORNER OF A
 BJ0916'WHITE BUILDING.  IT IS A UNITED STATES GEOLOGICAL SURVEY
 BJ0916'STANDARD BENCH-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 BJ0916'WHICH HAS BEEN SURROUNDED BY THE SIDEWALK AROUND THE LARGE
 BJ0916'WHITE BUILDING.  IT IS FLUSH WITH THE SIDEWALK.  IT IS STAMPED
 BJ0916'TT 13 L 1931 41.037.  IT IS 135.51 FT. S OF TRIANGULATION
 BJ0916'STATION FUNSTON ECCENTRIC.
 BJ0916'
 BJ0916'THIS IS A TRAVERSE STATION.
 BJ0916
 BJ0916                          STATION RECOVERY (1976)
 BJ0916
 BJ0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0916'AT ALBANY AT THE NORTHEAST CORNER OF THE JUNCTION OF U.S. HIGHWAY
 BJ0916'190 AND STATE HIGHWAY 43, 159.5 FT NORTH OF THE CENTER LINE OF
 BJ0916'U.S. HIGHWAY 190, 23 FT EAST OF THE CENTER LINE OF STATE HIGHWAY 43,
 BJ0916'96.0 FT SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE ILLINOIS
 BJ0916'CENTRAL RAILROAD, 8.3 FT NORTHWEST OF THE NORTHWEST CORNER OF A
 BJ0916'LARGE CONCRETE BUILDING, 54.4 FT EAST OF AND ACROSS STATE HIGHWAY 43
 BJ0916'FROM THE NORTHEAST CORNER OF A BRICK BUILDING, 22 FT SOUTH OF POWER
 BJ0916'LINE POLE NUMBER 2 WHICH SUPPORTS 2 TRANSFORMERS.
 BJ0916
 BJ0916                          STATION RECOVERY (1979)
 BJ0916
 BJ0916'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0916'RECOVERED IN GOOD CONDITION.
 BJ0916
 BJ0916                          STATION RECOVERY (1983)
 BJ0916
 BJ0916'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3007 ***********************************************************************
 BK3007  DESIGNATION -  TT 13 X USGS 1935
 BK3007  PID         -  BK3007
 BK3007  STATE/COUNTY-  LA/ALLEN
 BK3007  USGS QUAD   -  ELIZABETH (1993)
 BK3007
 BK3007                         *CURRENT SURVEY CONTROL
 BK3007  ___________________________________________________________________
 BK3007* NAD 83(1992)-  30 49 03.89352(N)    092 47 22.31880(W)     ADJUSTED  
 BK3007* NAVD 88     -        33.63   (+/-2cm)     110.3    (feet)  VERTCON   
 BK3007  ___________________________________________________________________
 BK3007  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BK3007  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK3007
 BK3007  HORZ ORDER  -  SECOND
 BK3007  VERT ORDER  -  THIRD ? (See Below)
 BK3007
 BK3007.The horizontal coordinates were established by classical geodetic methods
 BK3007.and adjusted by the National Geodetic Survey in January 1993..
 BK3007
 BK3007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3007.The vertical order pertains to the NGVD 29 superseded value.
 BK3007
 BK3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3007
 BK3007.The geoid height was determined by GEOID03.
 BK3007
 BK3007;                    North         East     Units Scale Factor Converg.
 BK3007;SPC LA S     -   257,803.156   860,662.898   MT  1.00002716   -0 43 41.2
 BK3007;SPC LA S     -   845,809.19  2,823,691.52   sFT  1.00002716   -0 43 41.2
 BK3007;SPC LA N     -    35,269.192   972,293.249   MT  1.00009740   -0 09 11.1
 BK3007;SPC LA N     -   115,712.34  3,189,932.10   sFT  1.00009740   -0 09 11.1
 BK3007;UTM  15      - 3,409,423.084   520,130.588   MT  0.99960500   +0 06 28.2
 BK3007
 BK3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3007!SPC LA S     -   0.99999897  x   1.00002716  =   1.00002613
 BK3007!SPC LA N     -   0.99999897  x   1.00009740  =   1.00009637
 BK3007!UTM  15      -   0.99999897  x   0.99960500  =   0.99960397
 BK3007
 BK3007                          SUPERSEDED SURVEY CONTROL
 BK3007
 BK3007  NAD 83(1986)-  30 49 03.91301(N)    092 47 22.31228(W) AD(       ) 2
 BK3007  NAD 27      -  30 49 03.21480(N)    092 47 21.77583(W) AD(       ) 2
 BK3007  NGVD 29 (07/19/86)   33.63   (m)          110.3    (f) LEVELING    3  
 BK3007
 BK3007.Superseded values are not recommended for survey control.
 BK3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3007.See file dsdata.txt to determine how the superseded data were derived.
 BK3007
 BK3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2013109423(NAD 83)
 BK3007_MARKER: DD = SURVEY DISK
 BK3007_SETTING: 0 = UNSPECIFIED SETTING
 BK3007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3007
 BK3007  HISTORY     - Date     Condition        Report By
 BK3007  HISTORY     - 1935     MONUMENTED       USGS
 BK3007
 BK3007                          STATION DESCRIPTION
 BK3007
 BK3007'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 BK3007'THIS STATION IS NEAR THE CORNER OF SECTIONS 4, 5, 8, AND 9,
 BK3007'IN T 3 S, R 4 W, ABOUT 7-1/2 MILES W OF OAKDALE AND ABOUT
 BK3007'3 MILES S OF ELIZABETH.  IN NE ANGLE OF T-ROAD INTERSECTION
 BK3007'OF PLACE WHERE STATE HIGHWAY 22 MAKES AN ANGLE TO THE N AND
 BK3007'E.
 BK3007'
 BK3007'U.S.G.S. TT 13 X 1934 IS A STANDARD U.S.G.S. MARK SET IN AN
 BK3007'8-INCH CONCRETE POST 42.60 FEET WSW OF STATION AND 99.06 FEET
 BK3007'NE OF REFERENCE MARK NO. 2, 35 FEET N AND 65 FEET E OF CENTER
 BK3007'LINE OF HIGHWAY.  THE MARK PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3438 ***********************************************************************
 BJ3438  DESIGNATION -  TT 134 TX USGS RESET
 BJ3438  PID         -  BJ3438
 BJ3438  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3438  USGS QUAD   -  CLINTON (1994)
 BJ3438
 BJ3438                         *CURRENT SURVEY CONTROL
 BJ3438  ___________________________________________________________________
 BJ3438* NAD 83(1986)-  30 51 14.     (N)    091 05 22.     (W)     SCALED    
 BJ3438* NAVD 88     -        81.580  (meters)     267.65   (feet)  ADJUSTED  
 BJ3438  ___________________________________________________________________
 BJ3438  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3438  DYNAMIC HT  -          81.474 (meters)     267.30  (feet)  COMP
 BJ3438  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3438
 BJ3438  VERT ORDER  -  SECOND    CLASS I
 BJ3438
 BJ3438.The horizontal coordinates were scaled from a topographic map and have
 BJ3438.an estimated accuracy of +/- 6 seconds.
 BJ3438
 BJ3438.The orthometric height was determined by differential leveling
 BJ3438.and adjusted by the National Geodetic Survey in February 1994..
 BJ3438
 BJ3438.The geoid height was determined by GEOID03.
 BJ3438
 BJ3438.The dynamic height is computed by dividing the NAVD 88
 BJ3438.geopotential number by the normal gravity value computed on the
 BJ3438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3438.degrees latitude (g = 980.6199 gals.).
 BJ3438
 BJ3438.The modeled gravity was interpolated from observed gravity values.
 BJ3438
 BJ3438;                    North         East    Units  Estimated Accuracy
 BJ3438;SPC LA S     -   260,950.    1,023,330.      MT  (+/- 180 meters Scaled)
 BJ3438
 BJ3438                          SUPERSEDED SURVEY CONTROL
 BJ3438
 BJ3438.No superseded survey control is available for this station.
 BJ3438
 BJ3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ826149(NAD 83)
 BJ3438_MARKER: DB = BENCH MARK DISK
 BJ3438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3438_SP_SET: CONCRETE POST
 BJ3438_STAMPING: TT 134 TX RESET
 BJ3438_MARK LOGO: LADH  
 BJ3438_PROJECTION: FLUSH
 BJ3438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3438+STABILITY: SURFACE MOTION
 BJ3438
 BJ3438  HISTORY     - Date     Condition        Report By
 BJ3438  HISTORY     - UNK      MONUMENTED       LADH
 BJ3438  HISTORY     - 1984     GOOD             LADTD
 BJ3438
 BJ3438                          STATION DESCRIPTION
 BJ3438
 BJ3438'DESCRIBED BY LA TRANSP AND DEV 1984
 BJ3438'4 KM (2.5 MI) NE FROM MCMANUS.
 BJ3438'ABOUT 7.2 KM (4.5 MILES) WEST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3438'IN CLINTON TO THE BENCH MARK ON THE LEFT AND EAST OF A GRAVEL T-ROAD,
 BJ3438'17.1 METERS (56 FEET) EAST-NORTHEAST OF THE CENTER OF THE T-ROAD, 12.5
 BJ3438'METERS (41 FEET) NORTHEAST OF POWER POLE NUMBER 144, 11.9 METERS (39
 BJ3438'FEET) SOUTHEAST OF THE CENTER OF HIGHWAY 10, 0.4 METER (1.5 FEET)
 BJ3438'NORTHWEST OF A FENCE.
 BJ3438'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ3438'THE MARK IS ABOVE LEVEL WITH HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2715 ***********************************************************************
 CQ2715  DESIGNATION -  TT 14 B
 CQ2715  PID         -  CQ2715
 CQ2715  STATE/COUNTY-  LA/UNION
 CQ2715  USGS QUAD   -  TRUXNO (1988)
 CQ2715
 CQ2715                         *CURRENT SURVEY CONTROL
 CQ2715  ___________________________________________________________________
 CQ2715* NAD 83(1992)-  32 58 54.73884(N)    092 27 26.26681(W)     ADJUSTED  
 CQ2715* NAVD 88     -        79.05   (+/-2cm)     259.3    (feet)  VERTCON   
 CQ2715  ___________________________________________________________________
 CQ2715  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CQ2715  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ2715
 CQ2715  HORZ ORDER  -  SECOND
 CQ2715  VERT ORDER  -  THIRD ? (See Below)
 CQ2715
 CQ2715.The horizontal coordinates were established by classical geodetic methods
 CQ2715.and adjusted by the National Geodetic Survey in September 1999..
 CQ2715
 CQ2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2715.The vertical order pertains to the NGVD 29 superseded value.
 CQ2715
 CQ2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2715
 CQ2715.The geoid height was determined by GEOID03.
 CQ2715
 CQ2715;                    North         East     Units Scale Factor Converg.
 CQ2715;SPC LA N     -   275,195.822 1,003,991.958   MT  1.00008708   +0 01 21.3
 CQ2715;SPC LA N     -   902,871.63  3,293,930.28   sFT  1.00008708   +0 01 21.3
 CQ2715;SPC AR S     -   435,057.079   357,251.927   MT  1.00008573   -0 15 21.4
 CQ2715;SPC AR S     - 1,427,349.77  1,172,084.03   sFT  1.00008573   -0 15 21.4
 CQ2715;UTM  15      - 3,649,407.998   550,707.791   MT  0.99963170   +0 17 43.6
 CQ2715
 CQ2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2715!SPC LA N     -   0.99999170  x   1.00008708  =   1.00007878
 CQ2715!SPC AR S     -   0.99999170  x   1.00008573  =   1.00007743
 CQ2715!UTM  15      -   0.99999170  x   0.99963170  =   0.99962340
 CQ2715
 CQ2715:                Primary Azimuth Mark                     Grid Az
 CQ2715:SPC LA N     -  CONWAY                                   135 13 49.4
 CQ2715:SPC AR S     -  CONWAY                                   135 30 32.1
 CQ2715:UTM  15      -  CONWAY                                   134 57 27.1
 CQ2715
 CQ2715|---------------------------------------------------------------------|
 CQ2715| PID    Reference Object                     Distance      Geod. Az  |
 CQ2715|                                                           dddmmss.s |
 CQ2715| CQ2234 CONWAY                              APPROX.14.5 KM 1351510.7 |
 CQ2715| CY5750 TT 14 B RM 1                         24.655 METERS 23910     |
 CQ2715| CY5751 TT 14 B RM 2                         24.655 METERS 33933     |
 CQ2715|---------------------------------------------------------------------|
 CQ2715
 CQ2715                          SUPERSEDED SURVEY CONTROL
 CQ2715
 CQ2715  NAD 83(1992)-  32 58 54.74627(N)    092 27 26.26063(W) AD(       ) 2
 CQ2715  NAD 83(1986)-  32 58 54.75190(N)    092 27 26.25835(W) AD(       ) 2
 CQ2715  NAD 27      -  32 58 54.26800(N)    092 27 25.72700(W) AD(       ) 2
 CQ2715  NGVD 29 (07/19/86)   79.14   (m)          259.6    (f) LEVELING    3  
 CQ2715
 CQ2715.Superseded values are not recommended for survey control.
 CQ2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2715.See file dsdata.txt to determine how the superseded data were derived.
 CQ2715
 CQ2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5070849408(NAD 83)
 CQ2715_MARKER: DB = BENCH MARK DISK
 CQ2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2715
 CQ2715  HISTORY     - Date     Condition        Report By
 CQ2715  HISTORY     - 1952     MONUMENTED       USGS
 CQ2715
 CQ2715                          STATION DESCRIPTION
 CQ2715
 CQ2715'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RCD)
 CQ2715'THE STATION IS ABOUT 9 MILES NORTHEAST OF SPEARSVILLE, 2
 CQ2715'MILES SOUTH OF THE ARKANSAS-LOUISIANA STATE LINE, 1-1/2 MILES
 CQ2715'NORTHEAST OF LARAN, ON THE HIGHEST POINT OF A TIMBERED RIDGE
 CQ2715'IN SECTION 15, R 1 W, T 23 N, 49 FEET NORTHEAST OF A
 CQ2715'T-INTERSECTION, 15 FEET NORTHEAST OF A 14-INCH PINE TREE, AND 8
 CQ2715'FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST.
 CQ2715'
 CQ2715'TO REACH THE STATION FROM THE FARMERVILLE COURT HOUSE, GO NORTH
 CQ2715'ON STATE ROAD 411 FOR 0.5 MILE TO THE POINT WHERE STATE HIGHWAY
 CQ2715'11 TURNS LEFT, CONTINUE NORTH ON ROAD 411 FOR 2.5 MILES TO A
 CQ2715'FORK, BEAR LEFT AND GO NORTHWEST ON ROAD 411 FOR 8.9 MILES
 CQ2715'TO A CROSS ROAD AND SIGN (LARAN 6), TURN RIGHT AND GO NORTHEAST
 CQ2715'ON A GRAVELED ROAD FOR 6.0 MILES TO A CROSS ROAD AT THE SMALL
 CQ2715'(LARAN 6), TURN RIGHT AND GO NORTHEAST ON A GRAVELED ROAD FOR
 CQ2715'6.0 MILES TO A CROSS ROAD AT THE SMALL VILLAGE OF LARAN, TURN
 CQ2715'RIGHT AND GO NORTHEAST ON A DIRT ROAD FOR 0.7 MILE TO A CROSS
 CQ2715'ROAD AT A CHURCH ON THE RIGHT, TURN LEFT AND GO NORTHEAST FOR
 CQ2715'1.15 MILES TO A T-JUNCTION, TURN LEFT AND GO NORTH FOR 0.5 MILE
 CQ2715'TO A SIDE ROAD AND THE STATION ON THE RIGHT.
 CQ2715'
 CQ2715'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN
 CQ2715'THE TOP OF AN 8 X 8 INCH CONCRETE POST.  THE MARK PROJECTS
 CQ2715'2 INCHES AND THE DISK IS STAMPED 1946 260 TT 14 B.
 CQ2715'
 CQ2715'REFERENCE MARK 1 IS 18 FEET NORTHWEST OF THE CENTER OF A DIRT
 CQ2715'ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED TT 14
 CQ2715'B USGS NO 1 1952.
 CQ2715'
 CQ2715'REFERENCE MARK 2 IS 19 FEET NORTHWEST OF THE CENTER OF A DIRT
 CQ2715'ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 CQ2715'TT 14 B USGS NO 2 1952.
 CQ2715'
 CQ2715'THERE WAS NO POINT VISIBLE FROM THE GROUND AT WHICH AN AZIMUTH
 CQ2715'MARK COULD BE SET.
 CQ2715'
 CQ2715'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0923 ***********************************************************************
 BJ0923  DESIGNATION -  TT 14 L USGS
 BJ0923  PID         -  BJ0923
 BJ0923  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0923  USGS QUAD   -  ALBANY (1974)
 BJ0923
 BJ0923                         *CURRENT SURVEY CONTROL
 BJ0923  ___________________________________________________________________
 BJ0923* NAD 83(1986)-  30 30 19.     (N)    090 32 01.     (W)     SCALED    
 BJ0923* NAVD 88     -        12.306  (meters)      40.37   (feet)  ADJUSTED  
 BJ0923  ___________________________________________________________________
 BJ0923  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0923  DYNAMIC HT  -          12.290 (meters)      40.32  (feet)  COMP
 BJ0923  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ0923
 BJ0923  VERT ORDER  -  FIRST     CLASS I
 BJ0923
 BJ0923.The horizontal coordinates were scaled from a topographic map and have
 BJ0923.an estimated accuracy of +/- 6 seconds.
 BJ0923
 BJ0923.The orthometric height was determined by differential leveling
 BJ0923.and adjusted by the National Geodetic Survey in February 1994..
 BJ0923
 BJ0923.The geoid height was determined by GEOID03.
 BJ0923
 BJ0923.The dynamic height is computed by dividing the NAVD 88
 BJ0923.geopotential number by the normal gravity value computed on the
 BJ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0923.degrees latitude (g = 980.6199 gals.).
 BJ0923
 BJ0923.The modeled gravity was interpolated from observed gravity values.
 BJ0923
 BJ0923;                    North         East    Units  Estimated Accuracy
 BJ0923;SPC LA S     -   222,540.    1,076,770.      MT  (+/- 180 meters Scaled)
 BJ0923
 BJ0923                          SUPERSEDED SURVEY CONTROL
 BJ0923
 BJ0923  NAVD 88 (06/15/91)   12.344  (m)           40.50   (f) UNKNOWN     1 1
 BJ0923  NGVD 29 (??/??/??)   12.322  (m)           40.43   (f) ADJUSTED    1 1
 BJ0923
 BJ0923.Superseded values are not recommended for survey control.
 BJ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0923.See file dsdata.txt to determine how the superseded data were derived.
 BJ0923
 BJ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP366773(NAD 83)
 BJ0923_MARKER: DD = SURVEY DISK
 BJ0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0923_STAMPING: TT 14 L 1931
 BJ0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0923+STABILITY: SURFACE MOTION
 BJ0923
 BJ0923  HISTORY     - Date     Condition        Report By
 BJ0923  HISTORY     - 1931     MONUMENTED       USGS
 BJ0923  HISTORY     - 1954     MARK NOT FOUND   CGS
 BJ0923  HISTORY     - 1976     GOOD             NGS
 BJ0923  HISTORY     - 1979     GOOD             LADTD
 BJ0923
 BJ0923                          STATION DESCRIPTION
 BJ0923
 BJ0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ0923'4.0 MI W FROM HAMMOND.
 BJ0923'AT BAPTIST, TANGIPAHOA PARISH, 110 FEET WEST OF THE YAZOO AND
 BJ0923'MISSISSIPPI VALLEY RAILROAD STATION, AT A ROAD CROSSING, 37 FEET WEST
 BJ0923'OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE
 BJ0923'TRACK.  14 FEET WEST OF THE CORNER POST OF A CATTLEGUARD, AND ON THE
 BJ0923'RAILROAD RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 BJ0923'DISK, STAMPED TT 14 L 1931 AND SET IN THE TOP OF A CONCRETE POST
 BJ0923'MARKED U.S.P.B.M. 41.1.
 BJ0923
 BJ0923                          STATION RECOVERY (1976)
 BJ0923
 BJ0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0923'2.95 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0923'HIGHWAY 43, THENCE 0.05 MILE NORTH ALONG AN ASPHALT ROAD, AT BAPTIST,
 BJ0923'AT THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD, 43.3 FT NORTH OF
 BJ0923'THE NORTH RAIL, 34 FT WEST OF THE CENTER LINE OF THE ROAD, 13 FT WEST
 BJ0923'OF A FENCE CORNER, 9 FT WEST OF A 24-INCH PINE TREE, 4.5 FT SOUTH OF
 BJ0923'A FENCE.
 BJ0923
 BJ0923                          STATION RECOVERY (1979)
 BJ0923
 BJ0923'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0077 ***********************************************************************
 BK0077  DESIGNATION -  TT 14 R USGS
 BK0077  PID         -  BK0077
 BK0077  STATE/COUNTY-  LA/EVANGELINE
 BK0077  USGS QUAD   -  VILLE PLATTE (1983)
 BK0077
 BK0077                         *CURRENT SURVEY CONTROL
 BK0077  ___________________________________________________________________
 BK0077* NAD 83(1986)-  30 41 39.     (N)    092 17 24.     (W)     SCALED    
 BK0077* NAVD 88     -        21.63   (+/-2cm)      71.0    (feet)  VERTCON   
 BK0077  ___________________________________________________________________
 BK0077  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK0077
 BK0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0077
 BK0077.The horizontal coordinates were scaled from a topographic map and have
 BK0077.an estimated accuracy of +/- 6 seconds.
 BK0077
 BK0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0077.The vertical order pertains to the NGVD 29 superseded value.
 BK0077
 BK0077.The geoid height was determined by GEOID03.
 BK0077
 BK0077;                    North         East    Units  Estimated Accuracy
 BK0077;SPC LA S     -   243,600.      908,350.      MT  (+/- 180 meters Scaled)
 BK0077
 BK0077                          SUPERSEDED SURVEY CONTROL
 BK0077
 BK0077  NGVD 29 (??/??/??)   21.599  (m)           70.86   (f) ADJUSTED    2 0
 BK0077
 BK0077.Superseded values are not recommended for survey control.
 BK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0077.See file dsdata.txt to determine how the superseded data were derived.
 BK0077
 BK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP679959(NAD 83)
 BK0077_MARKER: DD = SURVEY DISK
 BK0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0077_STAMPING: TT 14 R 1934
 BK0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0077+STABILITY: SURFACE MOTION
 BK0077
 BK0077  HISTORY     - Date     Condition        Report By
 BK0077  HISTORY     - 1934     MONUMENTED       USGS
 BK0077  HISTORY     - 1961     GOOD             CGS
 BK0077
 BK0077                          STATION DESCRIPTION
 BK0077
 BK0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0077'1.15 MI NW FROM VILLE PLATTE.
 BK0077'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BK0077'PACIFIC RAILROAD STATION AT VILLE PLATTE, IN SECTION 20, T 4 S, R 2 E,
 BK0077'81 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RENDEZVOUS CLUB,
 BK0077'37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF
 BK0077'THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING
 BK0077'NORTHWEST, 37 FEET WEST OF A SMALL 5-INCH MAGNOLIA TREE, 35 1/2 FEET
 BK0077'WEST OF A POWER POLE, 21 1/2 FEET NORTHEAST OF A 16-INCH PINE TREE,
 BK0077'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 BK0077'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0338 ***********************************************************************
 AV0338  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0338  DESIGNATION -  TT 147 USGS
 AV0338  PID         -  AV0338
 AV0338  STATE/COUNTY-  LA/CAMERON
 AV0338  USGS QUAD   -  BROWNS LAKE (1982)
 AV0338
 AV0338                         *CURRENT SURVEY CONTROL
 AV0338  ___________________________________________________________________
 AV0338* NAD 83(1992)-  29 56 12.91235(N)    093 22 31.36746(W)     ADJUSTED  
 AV0338* NAVD 88     -         2.04 **(meters)       6.7  **(feet)  GPS OBS(2004.65)
 AV0338  **This station is located in a subsidence area (see below).
 AV0338  ___________________________________________________________________
 AV0338  EPOCH DATE  -        2004.65
 AV0338  X           -    -325,693.876 (meters)                     COMP
 AV0338  Y           -  -5,522,131.556 (meters)                     COMP
 AV0338  Z           -   3,164,303.619 (meters)                     COMP
 AV0338  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AV0338  ELLIP HEIGHT-         -25.02  (meters)          (06/22/05) GPS OBS
 AV0338  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AV0338  DYNAMIC HT  -           2.04  (meters)       6.7   (feet)  COMP
 AV0338  MODELED GRAV-     979,298.7   (mgal)                       NAVD 88
 AV0338
 AV0338  HORZ ORDER  -  B
 AV0338  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0338  ELLP ORDER  -  FOURTH    CLASS I
 AV0338
 AV0338.The horizontal coordinates were established by GPS observations
 AV0338.and adjusted by the National Geodetic Survey in June 2005..
 AV0338.The horizontal coordinates are valid at the epoch date displayed above.
 AV0338.The epoch date for horizontal control is a decimal equivalence
 AV0338.of Year/Month/Day.
 AV0338
 AV0338 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0338 ** and geoid heights are valid at the date of observation. These heights
 AV0338 ** must always be validated when used as control.
 AV0338 ** The orthometric height was determined by GPS observations using
 AV0338 ** precise GPS observation and processing techniques and a new
 AV0338 ** realization of GEOID03. It supersedes the leveled height previously
 AV0338 ** determined for this station.
 AV0338 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0338 ** epoch indicated which incorporates improved geoid heights for the
 AV0338 ** Southern Louisiana Subsidence area.
 AV0338 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0338.The orthometric height was determined by GPS observations and a
 AV0338.high-resolution geoid model using precise GPS observation and
 AV0338.processing techniques. It supersedes the leveled height previously
 AV0338.determined for this station.
 AV0338.WARNING-GPS observations at this control monument resulted in a GPS
 AV0338.derived orthometric height which differed from the leveled height by
 AV0338.more than one decimeter (0.1 meter).
 AV0338.The vertical order pertains to the first NAVD 88 superseded value.
 AV0338
 AV0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0338
 AV0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0338
 AV0338.The ellipsoidal height was determined by GPS observations
 AV0338.and is referenced to NAD 83.
 AV0338
 AV0338.The geoid height was determined by GEOID03.
 AV0338
 AV0338.The dynamic height is computed by dividing the NAVD 88
 AV0338.geopotential number by the normal gravity value computed on the
 AV0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0338.degrees latitude (g = 980.6199 gals.).
 AV0338
 AV0338.The modeled gravity was interpolated from observed gravity values.
 AV0338
 AV0338;                    North         East     Units Scale Factor Converg.
 AV0338;SPC LA S     -   161,030.935   802,870.990   MT  0.99992636   -1 01 15.8
 AV0338;SPC LA S     -   528,315.66  2,634,085.91   sFT  0.99992636   -1 01 15.8
 AV0338;UTM  15      - 3,311,854.846   463,772.476   MT  0.99961619   -0 11 14.4
 AV0338
 AV0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0338!SPC LA S     -   1.00000393  x   0.99992636  =   0.99993029
 AV0338!UTM  15      -   1.00000393  x   0.99961619  =   0.99962012
 AV0338
 AV0338                          SUPERSEDED SURVEY CONTROL
 AV0338
 AV0338  NAVD 88 (02/14/94)    2.163  (m)            7.10   (f) ADJUSTED    1 2
 AV0338  NGVD 29 (??/??/??)    2.140  (m)            7.02   (f) ADJUSTED    1 2
 AV0338
 AV0338.Superseded values are not recommended for survey control.
 AV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0338.See file dsdata.txt to determine how the superseded data were derived.
 AV0338
 AV0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6377211855(NAD 83)
 AV0338_MARKER: DD = SURVEY DISK
 AV0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0338_STAMPING: TT STA 147 LS 8 1932
 AV0338_MARK LOGO: USGS  
 AV0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0338+STABILITY: SURFACE MOTION
 AV0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0338+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 AV0338
 AV0338  HISTORY     - Date     Condition        Report By
 AV0338  HISTORY     - 1932     MONUMENTED       USGS
 AV0338  HISTORY     - 1965     GOOD             CGS
 AV0338  HISTORY     - 1981     GOOD             NGS
 AV0338  HISTORY     - 20040427 GOOD             NGS
 AV0338  HISTORY     - 20050115 GOOD             USPSQD
 AV0338
 AV0338                          STATION DESCRIPTION
 AV0338
 AV0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0338'5.75 MI SW FROM HACKBERRY.
 AV0338'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE BRIDGE OVER
 AV0338'BLACK LAKE BAYOU AT HACKBERRY, 65 FEET WEST OF THE CENTER LINE OF THE
 AV0338'HIGHWAY, 62 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE KAYO BAYOU
 AV0338'BRIDGE, 163 FEET NORTHWEST OF BENCH MARK N 211 1965, 30 FEET SOUTH OF
 AV0338'A FENCE CORNER, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 AV0338'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THERE HAS BEEN A
 AV0338'CONSIDERABLE OF EARTH MOVING IN THE VICINITY OF THIS MARK AND IT IS ON
 AV0338'A MOUND OF DIRT ABOUT 6 FEET HIGH.  IT IS LEANING SLIGHTLY BUT APPEARS
 AV0338'TO BE SOLID.
 AV0338
 AV0338                          STATION RECOVERY (1981)
 AV0338
 AV0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AV0338'RECOVERED IN GOOD CONDITION.
 AV0338
 AV0338                          STATION RECOVERY (2004)
 AV0338
 AV0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0338'RECOVERD AS DESCRIBED. ABOUT 5.75 MILES SOUTHWEST ALONG LA 27 FROM THE
 AV0338'BRIDGE OVER  BLACK LAKE BAYOU AT HACKBERRY, 59.9 FEET NW OF THE NW
 AV0338'ABUTMENT OF THE BRIDBG OVER KAYO  BAYOU, 65 FEET W OF THE CENTERLINE
 AV0338'OF LA 27, 33 FEET W OF A WATER VAULT, 30 FEET S OF A  FENCE CORNER,
 AV0338'ABOUT LEVE WITH THE HIGHWAY.
 AV0338
 AV0338                          STATION RECOVERY (2005)
 AV0338
 AV0338'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2828 ***********************************************************************
 AU2828  DESIGNATION -  TT 1485 USGS 1934
 AU2828  PID         -  AU2828
 AU2828  STATE/COUNTY-  LA/JEFFERSON
 AU2828  USGS QUAD   -  THREE BAYOU BAY (1973)
 AU2828
 AU2828                         *CURRENT SURVEY CONTROL
 AU2828  ___________________________________________________________________
 AU2828* NAD 83(1992)-  29 32 30.02170(N)    090 02 15.28685(W)     ADJUSTED  
 AU2828* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2828  **This station is located in a subsidence area (see below).
 AU2828  ___________________________________________________________________
 AU2828  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AU2828  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AU2828
 AU2828  HORZ ORDER  -  THIRD
 AU2828
 AU2828.The horizontal coordinates were established by classical geodetic methods
 AU2828.and adjusted by the National Geodetic Survey in January 1993..
 AU2828
 AU2828 ** The orthometric height has not been validated since last determined
 AU2828 ** by differential leveling and should not be used for control purposes.
 AU2828 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2828 ** area with valid NAVD 88 orthometric heights.
 AU2828 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2828 ** epoch indicated which incorporates improved geoid heights for the
 AU2828 ** Southern Louisiana Subsidence area.
 AU2828 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2828.The orthometric height was scaled from a topographic map.
 AU2828
 AU2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2828
 AU2828.The geoid height was determined by GEOID03.
 AU2828
 AU2828;                    North         East     Units Scale Factor Converg.
 AU2828;SPC LA S     -   116,174.764 1,125,584.949   MT  0.99995764   +0 38 52.4
 AU2828;SPC LA S     -   381,150.04  3,692,856.62   sFT  0.99995764   +0 38 52.4
 AU2828;UTM  15      - 3,271,662.183   787,088.550   MT  1.00061710   +1 27 41.9
 AU2828;UTM  16      - 3,271,850.486   205,624.259   MT  1.00066940   -1 29 55.6
 AU2828
 AU2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2828!SPC LA S     -   1.00000390  x   0.99995764  =   0.99996154
 AU2828!UTM  15      -   1.00000390  x   1.00061710  =   1.00062100
 AU2828!UTM  16      -   1.00000390  x   1.00066940  =   1.00067330
 AU2828
 AU2828                          SUPERSEDED SURVEY CONTROL
 AU2828
 AU2828  NAD 83(1986)-  29 32 30.03578(N)    090 02 15.29217(W) AD(       ) 3
 AU2828  NAD 27      -  29 32 29.25900(N)    090 02 15.02600(W) AD(       ) 3
 AU2828
 AU2828.Superseded values are not recommended for survey control.
 AU2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2828.See file dsdata.txt to determine how the superseded data were derived.
 AU2828
 AU2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8708971662(NAD 83)
 AU2828_MARKER: P = PIPE CAP
 AU2828_SETTING: 0 = UNSPECIFIED SETTING
 AU2828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2828
 AU2828  HISTORY     - Date     Condition        Report By
 AU2828  HISTORY     - 1934     MONUMENTED       USGS
 AU2828
 AU2828                          STATION DESCRIPTION
 AU2828
 AU2828'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (TBR)
 AU2828'STATION IS SITUATED AT THE INTERSECTION OF DUPRE CUT, BAYOU
 AU2828'CUTLER, AND BAYOU MAURICE.  IT IS 18 METERS W OF THE W BANK
 AU2828'OF DUPRE CUT AND 15 METERS N OF THE N BANK OF BAYOU MAURICE.
 AU2828'
 AU2828'THE STATION IS MARKED BY A FIVE-INCH IRON PIPE, FILLED WITH
 AU2828'CONCRETE AND PROJECTING 2-1/2 FEET ABOVE THE SURFACE OF A
 AU2828'HARD CLAY BANK.  THIS STATION WAS ESTABLISHED BY THE U.S.
 AU2828'GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1187 ***********************************************************************
 BK1187  DESIGNATION -  TT 15 E USGS
 BK1187  PID         -  BK1187
 BK1187  STATE/COUNTY-  LA/EVANGELINE
 BK1187  USGS QUAD   -  BOND (1986)
 BK1187
 BK1187                         *CURRENT SURVEY CONTROL
 BK1187  ___________________________________________________________________
 BK1187* NAD 83(1986)-  30 43 08.     (N)    092 30 01.     (W)     SCALED    
 BK1187* NAVD 88     -        18.29   (+/-2cm)      60.0    (feet)  VERTCON   
 BK1187  ___________________________________________________________________
 BK1187  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1187
 BK1187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1187
 BK1187.The horizontal coordinates were scaled from a topographic map and have
 BK1187.an estimated accuracy of +/- 6 seconds.
 BK1187
 BK1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1187.The vertical order pertains to the NGVD 29 superseded value.
 BK1187
 BK1187.The geoid height was determined by GEOID03.
 BK1187
 BK1187;                    North         East    Units  Estimated Accuracy
 BK1187;SPC LA S     -   246,530.      888,230.      MT  (+/- 180 meters Scaled)
 BK1187
 BK1187                          SUPERSEDED SURVEY CONTROL
 BK1187
 BK1187  NGVD 29 (??/??/??)   18.259  (m)           59.90   (f) ADJUSTED    2 0
 BK1187
 BK1187.Superseded values are not recommended for survey control.
 BK1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1187.See file dsdata.txt to determine how the superseded data were derived.
 BK1187
 BK1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP478985(NAD 83)
 BK1187_MARKER: DD = SURVEY DISK
 BK1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1187_STAMPING: T T 15 E 1934
 BK1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1187+STABILITY: SURFACE MOTION
 BK1187
 BK1187  HISTORY     - Date     Condition        Report By
 BK1187  HISTORY     - 1934     MONUMENTED       USGS
 BK1187  HISTORY     - 1961     GOOD             CGS
 BK1187
 BK1187                          STATION DESCRIPTION
 BK1187
 BK1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1187'7.7 MI NW FROM VIDRINE.
 BK1187'ABOUT 7.7 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK1187'BUILDING AT VIDRINE, IN SECTION 9, T 4 S, R 1 W, 31 FEET EAST OF THE
 BK1187'CENTER LINE OF THE HIGHWAY, 155 FEET NORTH OF A BRACED POWER POLE, 19
 BK1187'FEET NORTH OF A 25-INCH PINE TREE, 4 1/2 FEET WEST OF A FENCE, 1.0
 BK1187'FOOT EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BK1187'PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0757 ***********************************************************************
 BJ0757  DESIGNATION -  TT 16
 BJ0757  PID         -  BJ0757
 BJ0757  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0757  USGS QUAD   -  LOTTIE (1994)
 BJ0757
 BJ0757                         *CURRENT SURVEY CONTROL
 BJ0757  ___________________________________________________________________
 BJ0757* NAD 83(1986)-  30 33 23.     (N)    091 38 30.     (W)     SCALED    
 BJ0757* NAVD 88     -         7.377  (meters)      24.20   (feet)  ADJUSTED  
 BJ0757  ___________________________________________________________________
 BJ0757  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0757  DYNAMIC HT  -           7.368 (meters)      24.17  (feet)  COMP
 BJ0757  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ0757
 BJ0757  VERT ORDER  -  FIRST     CLASS I
 BJ0757
 BJ0757.The horizontal coordinates were scaled from a topographic map and have
 BJ0757.an estimated accuracy of +/- 6 seconds.
 BJ0757
 BJ0757.The orthometric height was determined by differential leveling
 BJ0757.and adjusted by the National Geodetic Survey in February 1994..
 BJ0757
 BJ0757.The geoid height was determined by GEOID03.
 BJ0757
 BJ0757.The dynamic height is computed by dividing the NAVD 88
 BJ0757.geopotential number by the normal gravity value computed on the
 BJ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0757.degrees latitude (g = 980.6199 gals.).
 BJ0757
 BJ0757.The modeled gravity was interpolated from observed gravity values.
 BJ0757
 BJ0757;                    North         East    Units  Estimated Accuracy
 BJ0757;SPC LA S     -   227,980.      970,420.      MT  (+/- 180 meters Scaled)
 BJ0757
 BJ0757                          SUPERSEDED SURVEY CONTROL
 BJ0757
 BJ0757  NAVD 88 (06/15/91)    7.432  (m)           24.38   (f) UNKNOWN     1 1
 BJ0757  NGVD 29 (??/??/??)    7.396  (m)           24.27   (f) ADJUSTED    1 1
 BJ0757
 BJ0757.Superseded values are not recommended for survey control.
 BJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0757.See file dsdata.txt to determine how the superseded data were derived.
 BJ0757
 BJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP302812(NAD 83)
 BJ0757_MARKER: DD = SURVEY DISK
 BJ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0757_SP_SET: CONCRETE POST
 BJ0757_STAMPING: FJH TT 16 1952
 BJ0757_MARK LOGO: USGS  
 BJ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0757+STABILITY: SURFACE MOTION
 BJ0757
 BJ0757  HISTORY     - Date     Condition        Report By
 BJ0757  HISTORY     - 1952     MONUMENTED       USGS
 BJ0757  HISTORY     - 1964     GOOD             CGS
 BJ0757  HISTORY     - 1976     GOOD             NGS
 BJ0757  HISTORY     - 1986     GOOD             NGS
 BJ0757
 BJ0757                          STATION DESCRIPTION
 BJ0757
 BJ0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0757'IN LOTTIE.
 BJ0757'AT LOTTIE, IN S 28, T 6 S, R 8 E, 198 FEET SOUTH OF THE CENTER LINE OF
 BJ0757'THE SOUTH TRAFFIC LANE OF U.S. HIGHWAY 190, 37 FEET WEST OF THE CENTER
 BJ0757'LINE OF STATE HIGHWAY 81, 54 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 BJ0757'TRACK OF THE MISSOURI PACIFIC RAILROAD, 15 FEET WEST OF POWER POLE
 BJ0757'NUMBER 108, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 BJ0757'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BJ0757'WITH THE GROUND.
 BJ0757
 BJ0757                          STATION RECOVERY (1976)
 BJ0757
 BJ0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0757'AT LOTTIE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF U.S. HIGHWAY
 BJ0757'190 AND STATE HIGHWAY 81, 198.5 FT SOUTH OF THE SOUTH LANES OF
 BJ0757'U.S. HIGHWAY 190, 37 FT WEST OF THE CENTER LINE OF STATE HIGHWAY 81,
 BJ0757'54.3 FT NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD,
 BJ0757'15 FT WEST OF POWER LINE POLE NUMBER 108.
 BJ0757
 BJ0757                          STATION RECOVERY (1986)
 BJ0757
 BJ0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3011 ***********************************************************************
 BK3011  DESIGNATION -  TT 16 F USGS 1935
 BK3011  PID         -  BK3011
 BK3011  STATE/COUNTY-  LA/BEAUREGARD
 BK3011  USGS QUAD   -  SUGARTOWN (1975)
 BK3011
 BK3011                         *CURRENT SURVEY CONTROL
 BK3011  ___________________________________________________________________
 BK3011* NAD 83(1992)-  30 51 33.31374(N)    093 00 02.55563(W)     ADJUSTED  
 BK3011* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 BK3011  ___________________________________________________________________
 BK3011  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BK3011  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BK3011
 BK3011  HORZ ORDER  -  SECOND
 BK3011
 BK3011.The horizontal coordinates were established by classical geodetic methods
 BK3011.and adjusted by the National Geodetic Survey in January 1993..
 BK3011
 BK3011.The orthometric height was scaled from a topographic map.
 BK3011
 BK3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3011
 BK3011.The geoid height was determined by GEOID03.
 BK3011
 BK3011;                    North         East     Units Scale Factor Converg.
 BK3011;SPC LA S     -   262,679.813   840,524.637   MT  1.00003775   -0 50 01.4
 BK3011;SPC LA S     -   861,808.69  2,757,621.25   sFT  1.00003775   -0 50 01.4
 BK3011;SPC LA N     -    39,944.831   952,106.133   MT  1.00008390   -0 15 53.0
 BK3011;SPC LA N     -   131,052.33  3,123,701.54   sFT  1.00008390   -0 15 53.0
 BK3011;UTM  15      - 3,414,003.892   499,932.130   MT  0.99960000   -0 00 01.3
 BK3011
 BK3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3011!SPC LA S     -   0.99999639  x   1.00003775  =   1.00003414
 BK3011!SPC LA N     -   0.99999639  x   1.00008390  =   1.00008029
 BK3011!UTM  15      -   0.99999639  x   0.99960000  =   0.99959639
 BK3011
 BK3011                          SUPERSEDED SURVEY CONTROL
 BK3011
 BK3011  NAD 83(1986)-  30 51 33.33352(N)    093 00 02.54882(W) AD(       ) 2
 BK3011  NAD 27      -  30 51 32.63955(N)    093 00 01.99374(W) AD(       ) 2
 BK3011
 BK3011.Superseded values are not recommended for survey control.
 BK3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3011.See file dsdata.txt to determine how the superseded data were derived.
 BK3011
 BK3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9993214004(NAD 83)
 BK3011_MARKER: DB = BENCH MARK DISK
 BK3011_SETTING: 0 = UNSPECIFIED SETTING
 BK3011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3011
 BK3011  HISTORY     - Date     Condition        Report By
 BK3011  HISTORY     - 1935     MONUMENTED       CGS
 BK3011
 BK3011                          STATION DESCRIPTION
 BK3011
 BK3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK3011'THE STATION IS THE AZIMUTH MARK FOR TRIANGULATION STATION
 BK3011'SUGARTOWN.  IT IS A STANDARD U.S.G.S. BENCH MARK SET IN AN
 BK3011'8-INCH CONCRETE POST.  0.15 MILE SSW OF THE STATION, IN SE
 BK3011'LINE OF HIGHWAY RIGHT-OF-WAY, OPPOSITE ROAD FROM WHERE DIM TRAIL
 BK3011'TAKES OFF TO THE W.  25 FEET SE OF CENTER LINE OF HIGHWAY.
 BK3011'20 FEET SW OF A TELEPHONE POLE.  THE MARK PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2510 ***********************************************************************
 BK2510  DESIGNATION -  TT 16 L
 BK2510  PID         -  BK2510
 BK2510  STATE/COUNTY-  LA/BEAUREGARD
 BK2510  USGS QUAD   -  BANCROFT (1982)
 BK2510
 BK2510                         *CURRENT SURVEY CONTROL
 BK2510  ___________________________________________________________________
 BK2510* NAD 83(1986)-  30 35 22.     (N)    093 39 27.     (W)     SCALED    
 BK2510* NAVD 88     -        32.169  (meters)     105.54   (feet)  ADJUSTED  
 BK2510  ___________________________________________________________________
 BK2510  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BK2510  DYNAMIC HT  -          32.127 (meters)     105.40  (feet)  COMP
 BK2510  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 BK2510
 BK2510  VERT ORDER  -  SECOND    CLASS I
 BK2510
 BK2510.The horizontal coordinates were scaled from a topographic map and have
 BK2510.an estimated accuracy of +/- 6 seconds.
 BK2510
 BK2510.The orthometric height was determined by differential leveling
 BK2510.and adjusted by the National Geodetic Survey in February 1994..
 BK2510
 BK2510.The geoid height was determined by GEOID03.
 BK2510
 BK2510.The dynamic height is computed by dividing the NAVD 88
 BK2510.geopotential number by the normal gravity value computed on the
 BK2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2510.degrees latitude (g = 980.6199 gals.).
 BK2510
 BK2510.The modeled gravity was interpolated from observed gravity values.
 BK2510
 BK2510;                    North         East    Units  Estimated Accuracy
 BK2510;SPC LA S     -   233,870.      777,110.      MT  (+/- 180 meters Scaled)
 BK2510
 BK2510                          SUPERSEDED SURVEY CONTROL
 BK2510
 BK2510.No superseded survey control is available for this station.
 BK2510
 BK2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP369842(NAD 83)
 BK2510_MARKER: DB = BENCH MARK DISK
 BK2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2510_SP_SET: CONCRETE POST
 BK2510_STAMPING: TT 16 L
 BK2510_MARK LOGO: USGS  
 BK2510_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2510+STABILITY: SURFACE MOTION
 BK2510
 BK2510  HISTORY     - Date     Condition        Report By
 BK2510  HISTORY     - UNK      MONUMENTED       USGS
 BK2510  HISTORY     - 1984     GOOD             LADTD
 BK2510  HISTORY     - 19890920 GOOD             LADTD
 BK2510  HISTORY     - 20041009 POOR             USPSQD
 BK2510
 BK2510                          STATION DESCRIPTION
 BK2510
 BK2510'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2510'3.35 KM (2.08 MI) NORTH FROM BANCROFT.
 BK2510'21.31 KM (13.86 MILES) SOUTH FROM THE JUNCTION OF LA.389 AND US 190 TO
 BK2510'THE MARK ON THE RIGHT 13.04 METERS (42.8 FEET) NORTHWEST OF THE
 BK2510'CENTERLINE OF LA.389, 0.61 METERS (2.0 FEET) SOUTHEAST OFA 3 STRAND
 BK2510'BARBED WIRE FENCE, 32.9 METERS (108.0 FEET) NORTHWEST OF THE NORTH
 BK2510'WEST CORNER OF THE NORTH END OFA METAL CATTLEGUARD IN A DRIVE.
 BK2510'LEADING EAST.
 BK2510'THE MARK IS 0.12 METERS  SE FROM A WITNESS POST.
 BK2510'THE MARK IS 0.91 M ABOVE LA.389.
 BK2510
 BK2510                          STATION RECOVERY (1989)
 BK2510
 BK2510'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BK2510'THE STATION IS LOCATED ABOUT 34.1 KM (21.20 MI) NORTH OF STARKS, 20.4
 BK2510'KM (12.65 MI) SOUTH OF MERRYVILLE AND 3.4 KM (2.10 MI) NORTH OF
 BK2510'BANCROFT.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BK2510'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BK2510'389 AND U.S. HIGHWAY 190 IN MERRYVILLE, GO SOUTH FOR 20.4 KM (12.65
 BK2510'MI) ON HIGHWAY 389 TO THE MARK ON THE RIGHT. THE STATION IS 32.9 M
 BK2510'(107.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE NORTH END OF A
 BK2510'METAL CATTLEGUARD IN A DRIVE LEADING EAST, 13.0 M (42.7 FT) NORTHWEST
 BK2510'FROM THE CENTER OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST FROM A
 BK2510'3-STRAND BARBED WIRE FENCE AND 0.1 M (0.3 FT) SOUTHEAST FROM A WITNESS
 BK2510'POST.  THE MARK IS PROJECTING 2 CM ABOVE THE GROUND AND ABOUT 0.9 M
 BK2510'(3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BK2510
 BK2510                          STATION RECOVERY (2004)
 BK2510
 BK2510'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2510'CONCRETE PIER WITH THE DISC IS LAYING ON ITS SIDE.  THE FOUNDATION WAS
 BK2510'NOT SEEN NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0935 ***********************************************************************
 BJ0935  DESIGNATION -  TT 16 L RESET
 BJ0935  PID         -  BJ0935
 BJ0935  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0935  USGS QUAD   -  HAMMOND (1994)
 BJ0935
 BJ0935                         *CURRENT SURVEY CONTROL
 BJ0935  ___________________________________________________________________
 BJ0935* NAD 83(1986)-  30 30 15.     (N)    090 27 42.     (W)     SCALED    
 BJ0935* NAVD 88     -        14.187  (meters)      46.55   (feet)  ADJUSTED  
 BJ0935  ___________________________________________________________________
 BJ0935  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0935  DYNAMIC HT  -          14.169 (meters)      46.49  (feet)  COMP
 BJ0935  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ0935
 BJ0935  VERT ORDER  -  FIRST     CLASS I
 BJ0935
 BJ0935.The horizontal coordinates were scaled from a topographic map and have
 BJ0935.an estimated accuracy of +/- 6 seconds.
 BJ0935
 BJ0935.The orthometric height was determined by differential leveling
 BJ0935.and adjusted by the National Geodetic Survey in February 1994..
 BJ0935
 BJ0935.The geoid height was determined by GEOID03.
 BJ0935
 BJ0935.The dynamic height is computed by dividing the NAVD 88
 BJ0935.geopotential number by the normal gravity value computed on the
 BJ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0935.degrees latitude (g = 980.6199 gals.).
 BJ0935
 BJ0935.The modeled gravity was interpolated from observed gravity values.
 BJ0935
 BJ0935;                    North         East    Units  Estimated Accuracy
 BJ0935;SPC LA S     -   222,470.    1,083,670.      MT  (+/- 180 meters Scaled)
 BJ0935
 BJ0935                          SUPERSEDED SURVEY CONTROL
 BJ0935
 BJ0935  NAVD 88 (06/15/91)   14.222  (m)           46.66   (f) UNKNOWN     1 1
 BJ0935  NGVD 29 (??/??/??)   14.201  (m)           46.59   (f) ADJUSTED    1 1
 BJ0935
 BJ0935.Superseded values are not recommended for survey control.
 BJ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0935.See file dsdata.txt to determine how the superseded data were derived.
 BJ0935
 BJ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP436773(NAD 83)
 BJ0935_MARKER: DE = TRAVERSE STATION DISK
 BJ0935_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BJ0935+WITH SETTING: PAVEMENT
 BJ0935_SP_SET: BALUSTRADE
 BJ0935_STAMPING: TT 16 L RESET 1962
 BJ0935_MARK LOGO: USGS  
 BJ0935_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0935+STABILITY: SURFACE MOTION
 BJ0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0935+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ0935
 BJ0935  HISTORY     - Date     Condition        Report By
 BJ0935  HISTORY     - 1962     MONUMENTED       USGS
 BJ0935  HISTORY     - 1969     GOOD             CGS
 BJ0935  HISTORY     - 1976     GOOD             NGS
 BJ0935  HISTORY     - 1986     GOOD             NGS
 BJ0935  HISTORY     - 19920611 GOOD             NGS
 BJ0935
 BJ0935                          STATION DESCRIPTION
 BJ0935
 BJ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0935'IN HAMMOND.
 BJ0935'AT HAMMOND, 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ0935'THE STATION, AT THE POST OFFICE BUILDING, BETWEEN WEST THOMAS AND WEST
 BJ0935'CHARLES STREET, SET ON THE TOP OF THE SANDSTONE SLAB WHICH IS ON TOP
 BJ0935'OF BRICK WING WALL ON THE SOUTH SIDE OF EAST ENTRANCE TO POST OFFICE
 BJ0935'BUILDING, ALONG NORTHWEST RAILROAD AVENUE, 21 FEET WEST OF THE WEST
 BJ0935'CURB OF NORTHWEST RAILROAD AVENUE, 8.5 FEET EAST OF THE EAST BRICK
 BJ0935'WALL OF THE BUILDING, 2.5 FEET WEST OF THE EAST END OF THE WING WALL
 BJ0935'AND 5 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 BJ0935
 BJ0935                          STATION RECOVERY (1976)
 BJ0935
 BJ0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0935'AT HAMMOND, 0.2 MILE SOUTH ALONG NORTHWEST RAILROAD AVENUE FROM THE
 BJ0935'ILLINOIS CENTRAL RAILROAD STATION, ABOUT MIDWAY BETWEEN WEST
 BJ0935'THOMAS AND WEST CHARLES STREET, AT THE EAST ENTRANCE DOOR TO THE
 BJ0935'U.S. POST OFFICE BUILDING, 21 FT WEST OF THE WEST CURB OF THE AVENUE,
 BJ0935'IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE AND BRICK BALUSTRADE
 BJ0935'OF THE ENTRANCE STEPS, 8.5 FT EAST OF THE EAST BRICK WALL OF THE
 BJ0935'BUILDING, 2.5 FT WEST OF THE EAST END OF THE BALUSTRADE.
 BJ0935
 BJ0935                          STATION RECOVERY (1986)
 BJ0935
 BJ0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0935'RECOVERED IN GOOD CONDITION.  NOTE---THE POST OFFICE NO LONGER USES
 BJ0935'THIS ENTRANCE.
 BJ0935
 BJ0935                          STATION RECOVERY (1992)
 BJ0935
 BJ0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ0935'IN HAMMOND, NEAR THE EAST END OF THE CONCRETE BALUSTRADE AT THE
 BJ0935'SOUTHEAST ENTRANCE TO THE POST OFFICE AT 105 NORTHWEST RAILROAD
 BJ0935'AVENUE, 12.4 M (40.7 FT) WEST OF OF THE AVENUE CENTERLINE, 8.4 M
 BJ0935'(27.6 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 4.1 M
 BJ0935'(13.5 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE DOOR, 2.6 M
 BJ0935'(8.5 FT) EAST OF THE EAST FACE OF THE BUILDING, AND 0.9 M (3.0 FT)
 BJ0935'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1564 ***********************************************************************
 BJ1564  DESIGNATION -  TT 17 L
 BJ1564  PID         -  BJ1564
 BJ1564  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1564  USGS QUAD   -  PONCHATOULA (1994)
 BJ1564
 BJ1564                         *CURRENT SURVEY CONTROL
 BJ1564  ___________________________________________________________________
 BJ1564* NAD 83(1986)-  30 28 06.     (N)    090 26 58.     (W)     SCALED    
 BJ1564* NAVD 88     -         7.872  (meters)      25.83   (feet)  READJUSTED
 BJ1564  ___________________________________________________________________
 BJ1564  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ1564  DYNAMIC HT  -           7.860 (meters)      25.79  (feet)  COMP
 BJ1564  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 BJ1564
 BJ1564  VERT ORDER  -  ?
 BJ1564
 BJ1564.The horizontal coordinates were scaled from a topographic map and have
 BJ1564.an estimated accuracy of +/- 6 seconds.
 BJ1564
 BJ1564.The orthometric height was determined by differential leveling
 BJ1564.and adjusted by the National Geodetic Survey in June 1991..
 BJ1564.The height was derived from older observations constrained to new
 BJ1564.heights in a crustal motion area.  The height is approximate in
 BJ1564.relation to other heights in its vicinity.
 BJ1564
 BJ1564.The geoid height was determined by GEOID03.
 BJ1564
 BJ1564.The dynamic height is computed by dividing the NAVD 88
 BJ1564.geopotential number by the normal gravity value computed on the
 BJ1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1564.degrees latitude (g = 980.6199 gals.).
 BJ1564
 BJ1564.The modeled gravity was interpolated from observed gravity values.
 BJ1564
 BJ1564;                    North         East    Units  Estimated Accuracy
 BJ1564;SPC LA S     -   218,510.    1,084,880.      MT  (+/- 180 meters Scaled)
 BJ1564
 BJ1564                          SUPERSEDED SURVEY CONTROL
 BJ1564
 BJ1564  NGVD 29 (??/??/??)    7.853  (m)           25.76   (f) ADJUSTED    1 1
 BJ1564
 BJ1564.Superseded values are not recommended for survey control.
 BJ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1564.See file dsdata.txt to determine how the superseded data were derived.
 BJ1564
 BJ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP448734(NAD 83)
 BJ1564_MARKER: DD = SURVEY DISK
 BJ1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1564_SP_SET: CONCRETE POST
 BJ1564_STAMPING: TT 17 L 1931
 BJ1564_MARK LOGO: USGS  
 BJ1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1564+STABILITY: SURFACE MOTION
 BJ1564
 BJ1564  HISTORY     - Date     Condition        Report By
 BJ1564  HISTORY     - 1931     MONUMENTED       USGS
 BJ1564  HISTORY     - 1969     GOOD             CGS
 BJ1564  HISTORY     - 1986     GOOD             NGS
 BJ1564  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1564
 BJ1564                          STATION DESCRIPTION
 BJ1564
 BJ1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1564'2.05 MI N FROM PONCHATOULA.
 BJ1564'ABOUT 2.05 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1564'STATION AT PONCHATOULA, 0.2 MILE NORTH OF MILEPOST 862, 150.0 FEET
 BJ1564'NORTH OF THE NORTH END OF A WOODEN RAILROAD TRESTLE, 83 FEET EAST OF
 BJ1564'THE EAST RAIL, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 6 FEET BELOW
 BJ1564'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BJ1564'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  T7S, R 8E. NOTE--
 BJ1564'MARK MAY BE REACHED BY GOING 2.75 MILES SOUTH ALONG THE ILLINOIS
 BJ1564'CENTRAL RAILROAD FROM THE STATION AT HAMMOND.
 BJ1564
 BJ1564                          STATION RECOVERY (1986)
 BJ1564
 BJ1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1564'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE.  NOTE---MARK
 BJ1564'IS BEST REACHED BY GAINING PERMISSION AT A ONE STORY BRICK HOUSE NO.
 BJ1564'2820, 1ST HOUSE NORTH OF PONCHATOULA CREEK ALONG 5TH STREET FROM THE
 BJ1564'JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA AND WALKING BEHIND HOUSE
 BJ1564'AND GARAGE TO MARK AS DESCRIBED.  PROPERTY OWNER IS AWARE OF ITS
 BJ1564'LOCATION.  NOTE---REFERENCED WOODEN RAILROAD TRESTLE IS OVER
 BJ1564'PONCHATOULA CREEK.
 BJ1564
 BJ1564                          STATION RECOVERY (1992)
 BJ1564
 BJ1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1564'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1319 ***********************************************************************
 BK1319  DESIGNATION -  TT 18 H USGS
 BK1319  PID         -  BK1319
 BK1319  STATE/COUNTY-  LA/BEAUREGARD
 BK1319  USGS QUAD   -  LONGVILLE (1994)
 BK1319
 BK1319                         *CURRENT SURVEY CONTROL
 BK1319  ___________________________________________________________________
 BK1319* NAD 83(1986)-  30 30 36.     (N)    093 13 56.     (W)     SCALED    
 BK1319* NAVD 88     -        25.36   (+/-2cm)      83.2    (feet)  VERTCON   
 BK1319  ___________________________________________________________________
 BK1319  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK1319
 BK1319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1319
 BK1319.The horizontal coordinates were scaled from a topographic map and have
 BK1319.an estimated accuracy of +/- 6 seconds.
 BK1319
 BK1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1319.The vertical order pertains to the NGVD 29 superseded value.
 BK1319
 BK1319.The geoid height was determined by GEOID03.
 BK1319
 BK1319;                    North         East    Units  Estimated Accuracy
 BK1319;SPC LA S     -   224,310.      817,740.      MT  (+/- 180 meters Scaled)
 BK1319
 BK1319                          SUPERSEDED SURVEY CONTROL
 BK1319
 BK1319  NGVD 29 (??/??/??)   25.323  (m)           83.08   (f) ADJUSTED    2 0
 BK1319
 BK1319.Superseded values are not recommended for survey control.
 BK1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1319.See file dsdata.txt to determine how the superseded data were derived.
 BK1319
 BK1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP777753(NAD 83)
 BK1319_MARKER: DD = SURVEY DISK
 BK1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1319_STAMPING: TT 18 H 1934
 BK1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1319+STABILITY: SURFACE MOTION
 BK1319
 BK1319  HISTORY     - Date     Condition        Report By
 BK1319  HISTORY     - 1934     MONUMENTED       USGS
 BK1319  HISTORY     - 1935     GOOD             CGS
 BK1319
 BK1319                          STATION DESCRIPTION
 BK1319
 BK1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1319'11.3 MI W FROM REEVES.
 BK1319'11.3 MI W OF AND ALONG THE M P R R AT INTERSECTION OF RAILWAY WITH US
 BK1319'HWY 171.  81 YARDS N OF CENTER OF TRACK AT CROSSING OF HIGHWAY.  36
 BK1319'YARDS N OF INTERSECTION OF US HWY 171 AND STATE HWY 7.  41 YARDS NE OF
 BK1319'NE CORNER OF A. HOLLINGSWORTH GROCERY STORE.  22 YARDS E OF CENTER OF
 BK1319'US HWY 171.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1562 ***********************************************************************
 BJ1562  DESIGNATION -  TT 18 L
 BJ1562  PID         -  BJ1562
 BJ1562  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1562  USGS QUAD   -  PONCHATOULA (1994)
 BJ1562
 BJ1562                         *CURRENT SURVEY CONTROL
 BJ1562  ___________________________________________________________________
 BJ1562* NAD 83(1986)-  30 26 20.     (N)    090 26 27.     (W)     SCALED    
 BJ1562* NAVD 88     -         8.112  (meters)      26.61   (feet)  READJUSTED
 BJ1562  ___________________________________________________________________
 BJ1562  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ1562  DYNAMIC HT  -           8.100 (meters)      26.57  (feet)  COMP
 BJ1562  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ1562  OBS GRAVITY -     979,349.1   (mgal)                       GRAV_OBS
 BJ1562
 BJ1562  VERT ORDER  -  ?
 BJ1562
 BJ1562.The horizontal coordinates were scaled from a topographic map and have
 BJ1562.an estimated accuracy of +/- 6 seconds.
 BJ1562
 BJ1562.The orthometric height was determined by differential leveling
 BJ1562.and adjusted by the National Geodetic Survey in June 1991..
 BJ1562.The height was derived from older observations constrained to new
 BJ1562.heights in a crustal motion area.  The height is approximate in
 BJ1562.relation to other heights in its vicinity.
 BJ1562
 BJ1562.The geoid height was determined by GEOID03.
 BJ1562
 BJ1562.The dynamic height is computed by dividing the NAVD 88
 BJ1562.geopotential number by the normal gravity value computed on the
 BJ1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1562.degrees latitude (g = 980.6199 gals.).
 BJ1562
 BJ1562.The modeled gravity was interpolated from observed gravity values.
 BJ1562.The observed gravity was obtained from relative gravimeter ties
 BJ1562.to the IGSN71 gravity network.
 BJ1562
 BJ1562;                    North         East    Units  Estimated Accuracy
 BJ1562;SPC LA S     -   215,250.    1,085,730.      MT  (+/- 180 meters Scaled)
 BJ1562
 BJ1562                          SUPERSEDED SURVEY CONTROL
 BJ1562
 BJ1562  NGVD 29 (??/??/??)    8.094  (m)           26.56   (f) ADJUSTED    1 1
 BJ1562
 BJ1562.Superseded values are not recommended for survey control.
 BJ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1562.See file dsdata.txt to determine how the superseded data were derived.
 BJ1562
 BJ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP457702(NAD 83)
 BJ1562_MARKER: DE = TRAVERSE STATION DISK
 BJ1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1562_SP_SET: CONCRETE POST
 BJ1562_STAMPING: TT 18 L 1931
 BJ1562_MARK LOGO: USGS  
 BJ1562_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1562+STABILITY: SURFACE MOTION
 BJ1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1562+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1562
 BJ1562  HISTORY     - Date     Condition        Report By
 BJ1562  HISTORY     - 1931     MONUMENTED       USGS
 BJ1562  HISTORY     - 1969     GOOD             CGS
 BJ1562  HISTORY     - 1986     GOOD             NGS
 BJ1562  HISTORY     - 19920617 GOOD             NGS
 BJ1562
 BJ1562                          STATION DESCRIPTION
 BJ1562
 BJ1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1562'IN PONCHATOULA.
 BJ1562'AT PONCHATOULA, NEAR THE ILLINOIS CENTRAL RAILROAD STATION, 128 FEET
 BJ1562'SOUTHWEST OF AND ACROSS TRACKS FROM THE SOUTHWEST CORNER OF THE
 BJ1562'RAILROAD STATION, 56 FEET NORTH OF THE CENTER LINE OF WEST PINE STREET
 BJ1562'(STATE HIGHWAY 22), 22 FEET EAST OF THE CENTER LINE OF NORTHWEST
 BJ1562'RAILROAD STREET, 7 FEET NORTH OF THE SOUTHWEST CORNER OF THE BRICK
 BJ1562'BUILDING FOR THE POLICE STATION, 5 FEET SOUTH OF THE NORTHWEST CORNER
 BJ1562'OF THE SAME BUILDING, 0.5 FOOT WEST OF THE WEST WALL OF THE BUILDING
 BJ1562'AND SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE LEVEL OF THE
 BJ1562'GROUND ACCESS TO WHICH IS OBTAINED THROUGH AN 8 INCH METAL PIPE WITH A
 BJ1562'STEEL COVER ON TOP.
 BJ1562
 BJ1562                          STATION RECOVERY (1986)
 BJ1562
 BJ1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1562'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE WITH THE
 BJ1562'FOLLOWING CORRECTION.  CHANGE REFERENCE FROM THE POLICE STATION TO THE
 BJ1562'PONCHATOULA TOURIST INFORMATION CENTER.
 BJ1562
 BJ1562                          STATION RECOVERY (1992)
 BJ1562
 BJ1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1562'IN PONCHATOULA, AT THE INTERSECTION OF WEST PINE STREET AND NORTHWEST
 BJ1562'RAILROAD AVENUE, 13.9 M (45.6 FT) NORTH OF THE CENTERLINE OF THE
 BJ1562'WESTBOUND LANES OF THE STREET, 0.7 M (2.3 FT) EAST OF AND LEVEL WITH
 BJ1562'THE CENTER OF THE AVENUE, 2.2 M (7.2 FT) NORTH OF THE SOUTHWEST
 BJ1562'CORNER OF A TOURIST INFORMATION CENTER, 1.6 M (5.2 FT) SOUTH OF THE
 BJ1562'NORTHWEST CORNER OF THE BUILDING, 0.2 M (0.7 FT) WEST OF THE WEST
 BJ1562'FACE OF THE BUILDING, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT)
 BJ1562'BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE MARK IS THROUGH AN
 BJ1562'8-INCH METAL COVER. A 3 METER (9.8 FT) LEVEL ROD WILL NO LONGER REST
 BJ1562'ON THE DISK BECAUSE IT IS UNDER A ROOF OVERHANG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1244 ***********************************************************************
 BX1244  DESIGNATION -  TT 18 TX USGS
 BX1244  PID         -  BX1244
 BX1244  STATE/COUNTY-  LA/RAPIDES
 BX1244  USGS QUAD   -  SIEPER (1978)
 BX1244
 BX1244                         *CURRENT SURVEY CONTROL
 BX1244  ___________________________________________________________________
 BX1244* NAD 83(1986)-  31 12 32.     (N)    092 46 45.     (W)     SCALED    
 BX1244* NAVD 88     -        58.48   (+/-2cm)     191.9    (feet)  VERTCON   
 BX1244  ___________________________________________________________________
 BX1244  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX1244
 BX1244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1244
 BX1244.The horizontal coordinates were scaled from a topographic map and have
 BX1244.an estimated accuracy of +/- 6 seconds.
 BX1244
 BX1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1244.The vertical order pertains to the NGVD 29 superseded value.
 BX1244
 BX1244.The geoid height was determined by GEOID03.
 BX1244
 BX1244;                    North         East    Units  Estimated Accuracy
 BX1244;SPC LA N     -    78,630.      973,400.      MT  (+/- 180 meters Scaled)
 BX1244
 BX1244                          SUPERSEDED SURVEY CONTROL
 BX1244
 BX1244  NGVD 29 (??/??/??)   58.488  (m)          191.89   (f) ADJUSTED    2 0
 BX1244
 BX1244.Superseded values are not recommended for survey control.
 BX1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1244.See file dsdata.txt to determine how the superseded data were derived.
 BX1244
 BX1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ210527(NAD 83)
 BX1244_MARKER: DD = SURVEY DISK
 BX1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1244_STAMPING: TT18TX 1937
 BX1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1244+STABILITY: SURFACE MOTION
 BX1244
 BX1244  HISTORY     - Date     Condition        Report By
 BX1244  HISTORY     - 1937     MONUMENTED       USGS
 BX1244  HISTORY     - 1969     GOOD             LADTD
 BX1244  HISTORY     - 19990424 GOOD             USPSQD
 BX1244
 BX1244                          STATION DESCRIPTION
 BX1244
 BX1244'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1244'1.75 MI SE FROM SIEPER.
 BX1244'ABOUT 1.75 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 465 FROM THE POST
 BX1244'OFFICE AT SIEPER.  0.80 MILE NORTH OF BENCH MARK 40V31.  75 FEET SOUTH
 BX1244'OF CENTERLINE OF LOUISIANA HIGHWAY 465.  48 FEET SOUTH OF WEST END OF
 BX1244'A 30 INCH CONCRETE SIDE DRAIN PIPE.  18 FEET WEST OF THE CENTER OF A
 BX1244'DIRT ROAD LEADING SOUTH OFF OF LOUISIANA HIGHWAY 465. DISK IN TOP OF
 BX1244'CONCRETE POST PROJECTING 4 INCHES.  A STEEL WITNESS POST IS SET 1 FOOT
 BX1244'EAST OF THE MARK.
 BX1244
 BX1244                          STATION RECOVERY (1999)
 BX1244
 BX1244'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0761 ***********************************************************************
 AV0761  DESIGNATION -  TT 183 USGS 1932
 AV0761  PID         -  AV0761
 AV0761  STATE/COUNTY-  LA/CAMERON
 AV0761  USGS QUAD   -  GRAND CHENIER (1980)
 AV0761
 AV0761                         *CURRENT SURVEY CONTROL
 AV0761  ___________________________________________________________________
 AV0761* NAD 83(1992)-  29 46 17.47418(N)    092 59 26.55802(W)     ADJUSTED  
 AV0761* NAVD 88     -         1.12   (+/-2cm)       3.7  **(feet)  VERTCON   
 AV0761  **This station is located in a subsidence area (see below).
 AV0761  ___________________________________________________________________
 AV0761  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AV0761  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AV0761
 AV0761  HORZ ORDER  -  SECOND
 AV0761  VERT ORDER  -  THIRD ? (See Below)
 AV0761
 AV0761.The horizontal coordinates were established by classical geodetic methods
 AV0761.and adjusted by the National Geodetic Survey in January 1993..
 AV0761
 AV0761 ** The orthometric height has not been validated since last determined
 AV0761 ** by differential leveling and should not be used for control purposes.
 AV0761 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0761 ** area with valid NAVD 88 orthometric heights.
 AV0761 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0761 ** epoch indicated which incorporates improved geoid heights for the
 AV0761 ** Southern Louisiana Subsidence area.
 AV0761 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0761.The vertical order pertains to the NGVD 29 superseded value.
 AV0761
 AV0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0761
 AV0761.The geoid height was determined by GEOID03.
 AV0761
 AV0761;                    North         East     Units Scale Factor Converg.
 AV0761;SPC LA S     -   142,100.185   839,737.002   MT  0.99993371   -0 49 43.4
 AV0761;SPC LA S     -   466,207.02  2,755,037.15   sFT  0.99993371   -0 49 43.4
 AV0761;UTM  15      - 3,293,468.460   500,897.990   MT  0.99960001   +0 00 16.6
 AV0761
 AV0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0761!SPC LA S     -   1.00000398  x   0.99993371  =   0.99993769
 AV0761!UTM  15      -   1.00000398  x   0.99960001  =   0.99960399
 AV0761
 AV0761:                Primary Azimuth Mark                     Grid Az
 AV0761:SPC LA S     -  OIL                                      007 01 22.5
 AV0761:UTM  15      -  OIL                                      006 11 22.5
 AV0761
 AV0761|---------------------------------------------------------------------|
 AV0761| PID    Reference Object                     Distance      Geod. Az  |
 AV0761|                                                           dddmmss.s |
 AV0761| AV0767 OIL                                 APPROX. 0.8 KM 0061139.1 |
 AV0761| AV0766 GRAND CHENIER COLUM GULF MAST       482.898 METERS 0685645.4 |
 AV0761|---------------------------------------------------------------------|
 AV0761
 AV0761                          SUPERSEDED SURVEY CONTROL
 AV0761
 AV0761  NAD 83(1986)-  29 46 17.49779(N)    092 59 26.53875(W) AD(       ) 2
 AV0761  NAD 27      -  29 46 16.70500(N)    092 59 26.01210(W) AD(       ) 2
 AV0761  NGVD 29 (07/19/86)    1.11   (m)            3.6    (f) LEVELING    3  
 AV0761
 AV0761.Superseded values are not recommended for survey control.
 AV0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0761.See file dsdata.txt to determine how the superseded data were derived.
 AV0761
 AV0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN0089893468(NAD 83)
 AV0761_MARKER: DS = TRIANGULATION STATION DISK
 AV0761_SETTING: 0 = UNSPECIFIED SETTING
 AV0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0761
 AV0761  HISTORY     - Date     Condition        Report By
 AV0761  HISTORY     - 1932     MONUMENTED       CGS
 AV0761  HISTORY     - 1955     GOOD             CGS
 AV0761  HISTORY     - 1963     GOOD             CGS
 AV0761  HISTORY     - 20050420 GOOD             USPSQD
 AV0761
 AV0761                          STATION DESCRIPTION
 AV0761
 AV0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0761'A TRAVERSE STATION ESTABLISHED BY THE FISHER PARTY IN 1932.
 AV0761'
 AV0761'STATION MARK IS A STANDARD U.S.G.S. DISK SET IN AN 8- BY
 AV0761'8-INCH CONCRETE POST AT THE E CORNER OF THE YARD FENCE OF
 AV0761'THE JOE NUNEZ HOME ON THE N SIDE OF THE MERMENTAU RIVER
 AV0761'FERRY, 1 METER S OF THE FENCE.
 AV0761
 AV0761                          STATION RECOVERY (1955)
 AV0761
 AV0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0761'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AV0761'FOLLOWS--
 AV0761'
 AV0761'STATION IS LOCATED APPROXIMATELY 450 FEET NW OF THE NW END
 AV0761'OF THE BRIDGE ACROSS THE MERMENTAU RIVER AT GRANDE CHENIERE,
 AV0761'BETWEEN THE WIRE FENCE IN FRONT OF THE HOME OF CHARLES RICHARD
 AV0761'AND A SIDE ROAD LEADING E FROM THE HIGHWAY, 26 FEET N OF THE
 AV0761'CENTERLINE OF THE ROAD, 2.7 FEET S OF A WIRE MESH FENCE,
 AV0761'12.0 FEET SW OF THE SE CORNER OF THE WIRE MESH FENCE, AND
 AV0761'1.2 FEET S OF A 3/4 INCH GALV. PIPE PROJECTING 18 INCHES.
 AV0761'A USGS DISK STAMPED 1932 TT 4 STA 183 LS (FIGURE 4 IS THE
 AV0761'ELEVATION) SET IN CONCRETE 4 INCHES BELOW GROUND.
 AV0761
 AV0761                          STATION RECOVERY (1963)
 AV0761
 AV0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0761'THE STATION MARK IS A STANDARD (U.S.G.S.) DISK, SET IN THE
 AV0761'TOP OF A 9-INCH SQUARE CONCRETE MONUMENT, WHICH IS 6 INCHES
 AV0761'BELOW THE GROUND SURFACE, STAMPED TT 183 1932.  IT IS 4
 AV0761'FEET SOUTH OF EASTWEST FENCE LINE, 22.5 FEET NORTH OF CENTERLINE
 AV0761'OF THE COUNTY ROAD AND 100.2 FEET WEST OF POWERLINE POLE
 AV0761'NO. 1.
 AV0761'
 AV0761'TO REACH THE STATION FROM THE MERMENTAU BRIDGE, GO WEST
 AV0761'0.05 MILES TO A MACADAM ROAD RIGHT, TURN RIGHT AND GO NORTHEASTERLY
 AV0761'ON MACADAM ROAD 1.8 MILES, TO A GATE IN A CORRAL ON THE
 AV0761'LEFT, MR. RICHARDS HOME ON THE LEFT AND STATION AS DESCRIBED.
 AV0761
 AV0761                          STATION RECOVERY (2005)
 AV0761
 AV0761'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1318 ***********************************************************************
 BK1318  DESIGNATION -  TT 19 H
 BK1318  PID         -  BK1318
 BK1318  STATE/COUNTY-  LA/BEAUREGARD
 BK1318  USGS QUAD   -  LONGVILLE (1994)
 BK1318
 BK1318                         *CURRENT SURVEY CONTROL
 BK1318  ___________________________________________________________________
 BK1318* NAD 83(1986)-  30 30 45.     (N)    093 12 02.     (W)     SCALED    
 BK1318* NAVD 88     -        24.073  (meters)      78.98   (feet)  ADJUSTED  
 BK1318  ___________________________________________________________________
 BK1318  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1318  DYNAMIC HT  -          24.042 (meters)      78.88  (feet)  COMP
 BK1318  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BK1318
 BK1318  VERT ORDER  -  SECOND    CLASS 0
 BK1318
 BK1318.The horizontal coordinates were scaled from a topographic map and have
 BK1318.an estimated accuracy of +/- 6 seconds.
 BK1318
 BK1318.The orthometric height was determined by differential leveling
 BK1318.and adjusted by the National Geodetic Survey in February 1994..
 BK1318
 BK1318.The geoid height was determined by GEOID03.
 BK1318
 BK1318.The dynamic height is computed by dividing the NAVD 88
 BK1318.geopotential number by the normal gravity value computed on the
 BK1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1318.degrees latitude (g = 980.6199 gals.).
 BK1318
 BK1318.The modeled gravity was interpolated from observed gravity values.
 BK1318
 BK1318;                    North         East    Units  Estimated Accuracy
 BK1318;SPC LA S     -   224,540.      820,790.      MT  (+/- 180 meters Scaled)
 BK1318
 BK1318                          SUPERSEDED SURVEY CONTROL
 BK1318
 BK1318  NGVD 29 (??/??/??)   24.055  (m)           78.92   (f) ADJUSTED    2 0
 BK1318
 BK1318.Superseded values are not recommended for survey control.
 BK1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1318.See file dsdata.txt to determine how the superseded data were derived.
 BK1318
 BK1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP807755(NAD 83)
 BK1318_MARKER: DD = SURVEY DISK
 BK1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1318_SP_SET: CONCRETE POST
 BK1318_STAMPING: TT 19 H 1934
 BK1318_MARK LOGO: USGS  
 BK1318_PROJECTION: FLUSH
 BK1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1318+STABILITY: SURFACE MOTION
 BK1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1318+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 BK1318
 BK1318  HISTORY     - Date     Condition        Report By
 BK1318  HISTORY     - 1934     MONUMENTED       USGS
 BK1318  HISTORY     - 1935     GOOD             CGS
 BK1318  HISTORY     - 1984     GOOD             LADTD
 BK1318  HISTORY     - 20050205 GOOD             USPSQD
 BK1318
 BK1318                          STATION DESCRIPTION
 BK1318
 BK1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1318'9.4 MI W FROM REEVES.
 BK1318'9.4 MI W OF AND ALONG THE M P R R AT STATION FULTON.  45 YARDS W OF
 BK1318'THE INTERSECTION OF M P RAILWAY AND A RAILWAY RUNNING N AND S.  75
 BK1318'YARDS E OF MILEPOST 523.  55 FEET W OF CENTER OF A T ROAD CROSSING.
 BK1318'AND 45 FEET N OF CENTER OF TRACK.
 BK1318
 BK1318                          STATION RECOVERY (1984)
 BK1318
 BK1318'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1318'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  3.1 KM
 BK1318'(1.9 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF U.S.
 BK1318'HIGHWAY 171 AND U.S. HIGHWAY 190 TO THE MARK ON THE RIGHT IN SECTION
 BK1318'29, T 6 S, R 8 W, 25.5 METERS (83.6 FEET) SOUTH OF THE CENTER- LINE
 BK1318'OF THE HIGHWAY, 17.8 METERS (58.5 FEET) WEST OF THE CENTERLINE OF AN
 BK1318'ASPHALT SIDE ROAD CROSSING THE RAILROAD, 14.9 METERS (48.8 FEET)
 BK1318'NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD.
 BK1318'THE MARK IS 1.3 METERS  ESE FROM A WITNESS POST.
 BK1318
 BK1318                          STATION RECOVERY (2005)
 BK1318
 BK1318'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 BK1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0768 ***********************************************************************
 BK0768  DESIGNATION -  TT 19 H USGS
 BK0768  PID         -  BK0768
 BK0768  STATE/COUNTY-  LA/EVANGELINE
 BK0768  USGS QUAD   -  ELTON (1994)
 BK0768
 BK0768                         *CURRENT SURVEY CONTROL
 BK0768  ___________________________________________________________________
 BK0768* NAD 83(1986)-  30 28 56.     (N)    092 37 54.     (W)     SCALED    
 BK0768* NAVD 88     -        12.88   (+/-2cm)      42.3    (feet)  VERTCON   
 BK0768  ___________________________________________________________________
 BK0768  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK0768
 BK0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0768
 BK0768.The horizontal coordinates were scaled from a topographic map and have
 BK0768.an estimated accuracy of +/- 6 seconds.
 BK0768
 BK0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0768.The vertical order pertains to the NGVD 29 superseded value.
 BK0768
 BK0768.The geoid height was determined by GEOID03.
 BK0768
 BK0768;                    North         East    Units  Estimated Accuracy
 BK0768;SPC LA S     -   220,430.      875,350.      MT  (+/- 180 meters Scaled)
 BK0768
 BK0768                          SUPERSEDED SURVEY CONTROL
 BK0768
 BK0768  NGVD 29 (??/??/??)   12.833  (m)           42.10   (f) ADJUSTED    2 0
 BK0768
 BK0768.Superseded values are not recommended for survey control.
 BK0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0768.See file dsdata.txt to determine how the superseded data were derived.
 BK0768
 BK0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP353722(NAD 83)
 BK0768_MARKER: DD = SURVEY DISK
 BK0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0768_STAMPING: TT19H 1934
 BK0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0768+STABILITY: SURFACE MOTION
 BK0768
 BK0768  HISTORY     - Date     Condition        Report By
 BK0768  HISTORY     - 1934     MONUMENTED       USGS
 BK0768  HISTORY     - 1970     GOOD             LADTD
 BK0768
 BK0768                          STATION DESCRIPTION
 BK0768
 BK0768'DESCRIBED BY LA TRANSP AND DEV 1970
 BK0768'2.20 MI W FROM BASILE.
 BK0768'ABOUT 2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD TRACK FROM
 BK0768'THE DEPOT AT BASILE, THENCE 0.3 MILE EAST OF MILE POST 557, 18 FEET
 BK0768'EAST OF THE CENTERLINE OF A CEMENT WALK LEADING NORTH TO A SUMMER
 BK0768'HOME, 30 FEET SOUTH OF THE CENTERLINE OF THE TRACKS AND NEAR THE R/W
 BK0768'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  SEC 38,
 BK0768'T 6S, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1543 ***********************************************************************
 BJ1543  DESIGNATION -  TT 19 L
 BJ1543  PID         -  BJ1543
 BJ1543  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1543  USGS QUAD   -  PONCHATOULA (1994)
 BJ1543
 BJ1543                         *CURRENT SURVEY CONTROL
 BJ1543  ___________________________________________________________________
 BJ1543* NAD 83(1986)-  30 23 04.     (N)    090 25 29.     (W)     SCALED    
 BJ1543* NAVD 88     -         1.220  (meters)       4.00   (feet)  READJUSTED
 BJ1543  ___________________________________________________________________
 BJ1543  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BJ1543  DYNAMIC HT  -           1.220 (meters)       4.00  (feet)  COMP
 BJ1543  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1543
 BJ1543  VERT ORDER  -  ?
 BJ1543
 BJ1543.The horizontal coordinates were scaled from a topographic map and have
 BJ1543.an estimated accuracy of +/- 6 seconds.
 BJ1543
 BJ1543.The orthometric height was determined by differential leveling
 BJ1543.and adjusted by the National Geodetic Survey in June 1991..
 BJ1543.The height was derived from older observations constrained to new
 BJ1543.heights in a crustal motion area.  The height is approximate in
 BJ1543.relation to other heights in its vicinity.
 BJ1543
 BJ1543.The geoid height was determined by GEOID03.
 BJ1543
 BJ1543.The dynamic height is computed by dividing the NAVD 88
 BJ1543.geopotential number by the normal gravity value computed on the
 BJ1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1543.degrees latitude (g = 980.6199 gals.).
 BJ1543
 BJ1543.The modeled gravity was interpolated from observed gravity values.
 BJ1543
 BJ1543;                    North         East    Units  Estimated Accuracy
 BJ1543;SPC LA S     -   209,230.    1,087,320.      MT  (+/- 180 meters Scaled)
 BJ1543
 BJ1543                          SUPERSEDED SURVEY CONTROL
 BJ1543
 BJ1543  NGVD 29 (??/??/??)    1.204  (m)            3.95   (f) ADJUSTED    1 1
 BJ1543
 BJ1543.Superseded values are not recommended for survey control.
 BJ1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1543.See file dsdata.txt to determine how the superseded data were derived.
 BJ1543
 BJ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP474642(NAD 83)
 BJ1543_MARKER: DD = SURVEY DISK
 BJ1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1543_STAMPING: TT 19 L 1931 4.728
 BJ1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1543+STABILITY: SURFACE MOTION
 BJ1543
 BJ1543  HISTORY     - Date     Condition        Report By
 BJ1543  HISTORY     - 1931     MONUMENTED       USGS
 BJ1543  HISTORY     - 1969     GOOD             CGS
 BJ1543  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1543  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1543
 BJ1543                          STATION DESCRIPTION
 BJ1543
 BJ1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1543'3.9 MI S FROM PONCHATOULA.
 BJ1543'ABOUT 3.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1543'STATION AT PONCHATOULA, 0.25 MILE NORTH OF MILEPOST 868, 57 FEET
 BJ1543'SOUTHWEST OF AND ACROSS THE TRACK FROM THE 10TH TELEGRAPH POLE NORTH
 BJ1543'OF MILEPOST 868, 11.6 FEET WEST OF THE WEST RAIL, 6.5 FEET WEST OF THE
 BJ1543'NORTHWEST CORNER OF A WOODEN RAILROAD TRESTLE, 2 FEET SOUTH OF A METAL
 BJ1543'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 BJ1543'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1543'SEC 5, T 8S, R 8E.
 BJ1543
 BJ1543                          STATION RECOVERY (1986)
 BJ1543
 BJ1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1543'NOT RECOVERED, BALLAST FOR THE TRESTLE HAS BEEN PLACED IN THIS AREA
 BJ1543'AND MARK WAS NOT DUG FOR.
 BJ1543
 BJ1543                          STATION RECOVERY (1992)
 BJ1543
 BJ1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1543'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1225 ***********************************************************************
 CQ1225  DESIGNATION -  TT 2 L USGS
 CQ1225  PID         -  CQ1225
 CQ1225  STATE/COUNTY-  LA/CLAIBORNE
 CQ1225  USGS QUAD   -  LISBON (1986)
 CQ1225
 CQ1225                         *CURRENT SURVEY CONTROL
 CQ1225  ___________________________________________________________________
 CQ1225* NAD 83(1986)-  32 47 59.     (N)    092 45 50.     (W)     SCALED    
 CQ1225* NAVD 88     -        75.604  (meters)     248.04   (feet)  ADJUSTED  
 CQ1225  ___________________________________________________________________
 CQ1225  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1225  DYNAMIC HT  -          75.520 (meters)     247.77  (feet)  COMP
 CQ1225  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CQ1225
 CQ1225  VERT ORDER  -  SECOND    CLASS 0
 CQ1225
 CQ1225.The horizontal coordinates were scaled from a topographic map and have
 CQ1225.an estimated accuracy of +/- 6 seconds.
 CQ1225
 CQ1225.The orthometric height was determined by differential leveling
 CQ1225.and adjusted by the National Geodetic Survey in June 1991..
 CQ1225
 CQ1225.The geoid height was determined by GEOID03.
 CQ1225
 CQ1225.The dynamic height is computed by dividing the NAVD 88
 CQ1225.geopotential number by the normal gravity value computed on the
 CQ1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1225.degrees latitude (g = 980.6199 gals.).
 CQ1225
 CQ1225.The modeled gravity was interpolated from observed gravity values.
 CQ1225
 CQ1225;                    North         East    Units  Estimated Accuracy
 CQ1225;SPC LA N     -   255,020.      975,280.      MT  (+/- 180 meters Scaled)
 CQ1225
 CQ1225                          SUPERSEDED SURVEY CONTROL
 CQ1225
 CQ1225  NGVD 29 (??/??/??)   75.694  (m)          248.34   (f) ADJUSTED    2 0
 CQ1225
 CQ1225.Superseded values are not recommended for survey control.
 CQ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1225.See file dsdata.txt to determine how the superseded data were derived.
 CQ1225
 CQ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS221291(NAD 83)
 CQ1225_MARKER: DD = SURVEY DISK
 CQ1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1225_STAMPING: TT2L 1944
 CQ1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1225+STABILITY: SURFACE MOTION
 CQ1225
 CQ1225  HISTORY     - Date     Condition        Report By
 CQ1225  HISTORY     - 1944     MONUMENTED       USGS
 CQ1225  HISTORY     - 1969     GOOD             LADH
 CQ1225
 CQ1225                          STATION DESCRIPTION
 CQ1225
 CQ1225'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1225'7.0 MI W FROM BERNICE.
 CQ1225'ABOUT 7.0 MILES WEST OF BERNICE, 2.0 MILES NORTH OF KIMBALLTOWN.  IT
 CQ1225'IS 35 FEET NORTH AND 11 FEET EAST FROM JUNCTION OF FORK OF ROAD GOING
 CQ1225'SOUTH, 7.0 FEET WEST OF 14 INCH HICKORY, ON SOUTH SIDE OF OLD ROAD AT
 CQ1225'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CQ1225'PROJECTING 2 INCHES ABOVE THE GROUND.  SECTION 22, T 21N, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0072 ***********************************************************************
 BK0072  DESIGNATION -  TT 2 R USGS
 BK0072  PID         -  BK0072
 BK0072  STATE/COUNTY-  LA/EVANGELINE
 BK0072  USGS QUAD   -  VILLE PLATTE (1983)
 BK0072
 BK0072                         *CURRENT SURVEY CONTROL
 BK0072  ___________________________________________________________________
 BK0072* NAD 83(1986)-  30 42 02.     (N)    092 20 29.     (W)     SCALED    
 BK0072* NAVD 88     -        20.86   (+/-2cm)      68.4    (feet)  VERTCON   
 BK0072  ___________________________________________________________________
 BK0072  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0072
 BK0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0072
 BK0072.The horizontal coordinates were scaled from a topographic map and have
 BK0072.an estimated accuracy of +/- 6 seconds.
 BK0072
 BK0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0072.The vertical order pertains to the NGVD 29 superseded value.
 BK0072
 BK0072.The geoid height was determined by GEOID03.
 BK0072
 BK0072;                    North         East    Units  Estimated Accuracy
 BK0072;SPC LA S     -   244,350.      903,430.      MT  (+/- 180 meters Scaled)
 BK0072
 BK0072                          SUPERSEDED SURVEY CONTROL
 BK0072
 BK0072  NGVD 29 (??/??/??)   20.826  (m)           68.33   (f) ADJUSTED    2 0
 BK0072
 BK0072.Superseded values are not recommended for survey control.
 BK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0072.See file dsdata.txt to determine how the superseded data were derived.
 BK0072
 BK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP630966(NAD 83)
 BK0072_MARKER: DD = SURVEY DISK
 BK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0072_STAMPING: TT 2 R 1934
 BK0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0072+STABILITY: SURFACE MOTION
 BK0072
 BK0072  HISTORY     - Date     Condition        Report By
 BK0072  HISTORY     - 1934     MONUMENTED       USGS
 BK0072  HISTORY     - 1961     GOOD             CGS
 BK0072
 BK0072                          STATION DESCRIPTION
 BK0072
 BK0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0072'3.45 MI SE FROM VIDRINE.
 BK0072'ABOUT 3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0072'AT VIDRINE, OR 4.35 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE
 BK0072'TEXAS AND PACIFIC RAILROAD STATION AT VILLE PLATTE, IN SECTION 25, T 4
 BK0072'S, R 1 E, 0.15 MILE WEST OF BAYOU DES CANNES, AT A CURVE IN THE
 BK0072'HIGHWAY AND 37 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24
 BK0072'FEET SOUTHWEST OF THE CENTER LINE OF A CONCRETE DRIVEWAY LEADING TO A
 BK0072'BRICK HOUSE, 21 FEET NORTHEAST OF A CORNER FENCE POST, 3 FEET WEST OF
 BK0072'A 6-INCH PINE TREE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BK0072'THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0776 ***********************************************************************
 BK0776  DESIGNATION -  TT 2 S USGS
 BK0776  PID         -  BK0776
 BK0776  STATE/COUNTY-  LA/ALLEN
 BK0776  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0776
 BK0776                         *CURRENT SURVEY CONTROL
 BK0776  ___________________________________________________________________
 BK0776* NAD 83(1986)-  30 29 54.     (N)    092 53 59.     (W)     SCALED    
 BK0776* NAVD 88     -        13.00   (+/-2cm)      42.7    (feet)  VERTCON   
 BK0776  ___________________________________________________________________
 BK0776  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK0776
 BK0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0776
 BK0776.The horizontal coordinates were scaled from a topographic map and have
 BK0776.an estimated accuracy of +/- 6 seconds.
 BK0776
 BK0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0776.The vertical order pertains to the NGVD 29 superseded value.
 BK0776
 BK0776.The geoid height was determined by GEOID03.
 BK0776
 BK0776;                    North         East    Units  Estimated Accuracy
 BK0776;SPC LA S     -   222,530.      849,640.      MT  (+/- 180 meters Scaled)
 BK0776
 BK0776                          SUPERSEDED SURVEY CONTROL
 BK0776
 BK0776  NGVD 29 (??/??/??)   12.965  (m)           42.54   (f) ADJUSTED    2 0
 BK0776
 BK0776.Superseded values are not recommended for survey control.
 BK0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0776.See file dsdata.txt to determine how the superseded data were derived.
 BK0776
 BK0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP096740(NAD 83)
 BK0776_MARKER: DD = SURVEY DISK
 BK0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0776_STAMPING: TT 2 S 1934
 BK0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0776+STABILITY: SURFACE MOTION
 BK0776
 BK0776  HISTORY     - Date     Condition        Report By
 BK0776  HISTORY     - 1934     MONUMENTED       CGS
 BK0776  HISTORY     - 1935     GOOD             CGS
 BK0776  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0776
 BK0776                          STATION DESCRIPTION
 BK0776
 BK0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0776'3.2 MI W FROM KINDER.
 BK0776'3.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BK0776'KINDER, ALLEN PARISH AT MILEPOST 541+10, AND 60 FEET NORTH OF THE
 BK0776'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 BK0776'DISK, STAMPED TT 2 S 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BK0776
 BK0776                          STATION RECOVERY (2002)
 BK0776
 BK0776'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1474 ***********************************************************************
 AU1474  DESIGNATION -  TT 20 F USGS
 AU1474  PID         -  AU1474
 AU1474  STATE/COUNTY-  LA/LAFOURCHE
 AU1474  USGS QUAD   -  SAVOIE (1980)
 AU1474
 AU1474                         *CURRENT SURVEY CONTROL
 AU1474  ___________________________________________________________________
 AU1474* NAD 83(1992)-  29 38 44.52527(N)    090 41 14.85323(W)     ADJUSTED  
 AU1474* NAVD 88     -         2.51   (+/-2cm)       8.2  **(feet)  VERTCON   
 AU1474  **This station is located in a subsidence area (see below).
 AU1474  ___________________________________________________________________
 AU1474  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU1474  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AU1474
 AU1474  HORZ ORDER  -  SECOND
 AU1474  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1474
 AU1474.The horizontal coordinates were established by classical geodetic methods
 AU1474.and adjusted by the National Geodetic Survey in January 1993..
 AU1474
 AU1474 ** The orthometric height has not been validated since last determined
 AU1474 ** by differential leveling and should not be used for control purposes.
 AU1474 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1474 ** area with valid NAVD 88 orthometric heights.
 AU1474 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1474 ** epoch indicated which incorporates improved geoid heights for the
 AU1474 ** Southern Louisiana Subsidence area.
 AU1474 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1474.The vertical order pertains to the NGVD 29 superseded value.
 AU1474
 AU1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1474
 AU1474.The geoid height was determined by GEOID03.
 AU1474
 AU1474;                    North         East     Units Scale Factor Converg.
 AU1474;SPC LA S     -   127,171.512 1,062,534.381   MT  0.99994483   +0 19 22.6
 AU1474;SPC LA S     -   417,228.54  3,485,998.21   sFT  0.99994483   +0 19 22.6
 AU1474;UTM  15      - 3,281,762.607   723,858.480   MT  1.00021836   +1 08 39.6
 AU1474
 AU1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1474!SPC LA S     -   1.00000359  x   0.99994483  =   0.99994842
 AU1474!UTM  15      -   1.00000359  x   1.00021836  =   1.00022195
 AU1474
 AU1474                          SUPERSEDED SURVEY CONTROL
 AU1474
 AU1474  NAD 83(1986)-  29 38 44.54535(N)    090 41 14.85662(W) AD(       ) 2
 AU1474  NAD 83(1986)-  29 38 44.55051(N)    090 41 14.85264(W) AD(       ) 2
 AU1474  NAD 27      -  29 38 43.78387(N)    090 41 14.53135(W) AD(       ) 2
 AU1474  NGVD 29 (??/??/??)    2.580  (m)            8.46   (f) ADJUSTED    1 2
 AU1474
 AU1474.Superseded values are not recommended for survey control.
 AU1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1474.See file dsdata.txt to determine how the superseded data were derived.
 AU1474
 AU1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2385881763(NAD 83)
 AU1474_MARKER: DD = SURVEY DISK
 AU1474_SETTING: 0 = UNSPECIFIED SETTING
 AU1474_STAMPING: TT 20 F 1932
 AU1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU1474
 AU1474  HISTORY     - Date     Condition        Report By
 AU1474  HISTORY     - 1934     MONUMENTED       USGS
 AU1474  HISTORY     - 1948     GOOD             CGS
 AU1474  HISTORY     - 1961     GOOD             CGS
 AU1474  HISTORY     - 1982     MARK NOT FOUND   NGS
 AU1474
 AU1474                          STATION DESCRIPTION
 AU1474
 AU1474'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 AU1474'AT SAVOIE CROSSROADS (U.S. HIGHWAY 90 AND STATE ROUTE 80), 120
 AU1474'FEET N AND 30 FEET E OF THE CENTER OF THE CROSSROADS, 17 FEET
 AU1474'N AND 50 FEET E OF THE CENTER OF A BRIDGE OVER BAYOU BLUE, 10
 AU1474'FEET S OF A FENCE, AND 40 FEET N OF THE CENTER OF THE HIGHWAY.
 AU1474'
 AU1474'THE STATION IS MARKED BY A STANDARD U.S.G.S. TABLET SET IN A
 AU1474'CONCRETE POST.  STATION SAVOIE IS 123.255 METERS (404.38 FEET)
 AU1474'FROM THIS STATION N 57 DEG 37 MIN W.
 AU1474
 AU1474                          STATION RECOVERY (1948)
 AU1474
 AU1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU1474'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 4 MILES NE
 AU1474'OF HOUMA, AT SAVOIE CROSSROAD (INTERSECTION OF U.S. HIGHWAY
 AU1474'90 AND STATE HIGHWAY 80), 36 METERS NE OF THE CENTER LINE OF
 AU1474'STATE HIGHWAY 80, 11.8 METERS NW OF THE CENTER LINE OF U.S.
 AU1474'HIGHWAY 90, AND 40 METERS NE OF THE E CORNER OF SAVOIE STORE.
 AU1474'THE FENCE IN THE ORIGINAL DESCRIPTION IS GONE.
 AU1474'
 AU1474'STATION MARK IS A U.S.G.S. STANDARD DISK SET IN A CONCRETE POST
 AU1474'AND STAMPED TT 20 F 1932.
 AU1474'
 AU1474'SEE ALSO DESCRIPTION OF SAVOIE, 1934.
 AU1474
 AU1474                          STATION RECOVERY (1961)
 AU1474
 AU1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 AU1474'4.2 MI NE FROM HOUMA.
 AU1474'THE MARK IS LOCATED 4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM
 AU1474'HOUMA AT THE INTERSECTION WITH STATE HIGHWAY 316 AT SAVOIE CROSSROADS,
 AU1474'IN THE NORTHEAST ANGLE OF THE CROSSROADS, 404.38 FEET SOUTHEAST OF
 AU1474'TRIANGULATION STATION SAVOIE 1934, IN THE SOUTHWEST CORNER OF THE
 AU1474'FRONT LAWN OF A GREEN PAINTED HOUSE, 36 METERS NORTHEAST OF THE CENTER
 AU1474'OF STATE HIGHWAY 316, 36 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 AU1474'HIGHWAY 90, 46.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE,
 AU1474'1 FOOT NORTHEAST OF THE PROJECTED PLANE OF THE SOUTHWEST WALL OF THE
 AU1474'HOUSE AND IN LINE WITH A ROW OF POWERPOLES RUNNING NORTHEAST AND
 AU1474'SOUTHWEST.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED TT
 AU1474'20 F 1932, FLUSH WITH THE GROUND.
 AU1474
 AU1474                          STATION RECOVERY (1982)
 AU1474
 AU1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1474'AFTER A THOROUGH SEARCH THE MARK COULD NOT BE LOCATED, THE MARK WAS
 AU1474'PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1553 ***********************************************************************
 BK1553  DESIGNATION -  TT 20 H USGS
 BK1553  PID         -  BK1553
 BK1553  STATE/COUNTY-  LA/BEAUREGARD
 BK1553  USGS QUAD   -  KERNAN (1986)
 BK1553
 BK1553                         *CURRENT SURVEY CONTROL
 BK1553  ___________________________________________________________________
 BK1553* NAD 83(1986)-  30 30 03.     (N)    093 16 51.     (W)     SCALED    
 BK1553* NAVD 88     -        16.86   (+/-2cm)      55.3    (feet)  VERTCON   
 BK1553  ___________________________________________________________________
 BK1553  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK1553
 BK1553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1553
 BK1553.The horizontal coordinates were scaled from a topographic map and have
 BK1553.an estimated accuracy of +/- 6 seconds.
 BK1553
 BK1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1553.The vertical order pertains to the NGVD 29 superseded value.
 BK1553
 BK1553.The geoid height was determined by GEOID03.
 BK1553
 BK1553;                    North         East    Units  Estimated Accuracy
 BK1553;SPC LA S     -   223,370.      813,060.      MT  (+/- 180 meters Scaled)
 BK1553
 BK1553                          SUPERSEDED SURVEY CONTROL
 BK1553
 BK1553  NGVD 29 (??/??/??)   16.800  (m)           55.12   (f) ADJUSTED    2 0
 BK1553
 BK1553.Superseded values are not recommended for survey control.
 BK1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1553.See file dsdata.txt to determine how the superseded data were derived.
 BK1553
 BK1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP730743(NAD 83)
 BK1553_MARKER: DD = SURVEY DISK
 BK1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1553_STAMPING: TT H 20 1934
 BK1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1553+STABILITY: SURFACE MOTION
 BK1553
 BK1553  HISTORY     - Date     Condition        Report By
 BK1553  HISTORY     - 1934     MONUMENTED       USGS
 BK1553  HISTORY     - 1935     GOOD             CGS
 BK1553
 BK1553                          STATION DESCRIPTION
 BK1553
 BK1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1553'9.9 MI E FROM DE QUINCY.
 BK1553'IN BEAUREGARD PARISH, 9.9 MILES EAST ALONG THE MISSOURI PACIFIC
 BK1553'RAILROAD FROM THE STATION AT DE QUINCY, CALCASIEU PARISH, 0.3 MILE
 BK1553'NORTHEAST OF MILEPOST 518, 117 YARDS SOUTHWEST OF A HIGHWAY BRIDGE
 BK1553'OPPOSITE RAILROAD BRIDGE NO. 518.3, 57 YARDS NORTHEAST OF THE
 BK1553'CENTERLINE OF THE TRACK, AND 44 FEET NORTHWEST OF THE CENTERLINE OF
 BK1553'STATE HIGHWAY 7.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 BK1553'STAMPED TT H 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0766 ***********************************************************************
 BK0766  DESIGNATION -  TT 20 H USGS
 BK0766  PID         -  BK0766
 BK0766  STATE/COUNTY-  LA/EVANGELINE
 BK0766  USGS QUAD   -  BASILE (1985)
 BK0766
 BK0766                         *CURRENT SURVEY CONTROL
 BK0766  ___________________________________________________________________
 BK0766* NAD 83(1992)-  30 29 09.29078(N)    092 34 52.45820(W)     ADJUSTED  
 BK0766* NAVD 88     -        13.82   (+/-2cm)      45.3    (feet)  VERTCON   
 BK0766  ___________________________________________________________________
 BK0766  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BK0766  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0766
 BK0766  HORZ ORDER  -  SECOND
 BK0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0766
 BK0766.The horizontal coordinates were established by classical geodetic methods
 BK0766.and adjusted by the National Geodetic Survey in January 1993..
 BK0766
 BK0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0766.The vertical order pertains to the NGVD 29 superseded value.
 BK0766
 BK0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0766
 BK0766.The geoid height was determined by GEOID03.
 BK0766
 BK0766;                    North         East     Units Scale Factor Converg.
 BK0766;SPC LA S     -   220,782.192   880,192.181   MT  0.99996146   -0 37 26.3
 BK0766;SPC LA S     -   724,349.57  2,887,763.85   sFT  0.99996146   -0 37 26.3
 BK0766;UTM  15      - 3,372,705.080   540,190.549   MT  0.99961993   +0 12 44.8
 BK0766
 BK0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0766!SPC LA S     -   1.00000213  x   0.99996146  =   0.99996359
 BK0766!UTM  15      -   1.00000213  x   0.99961993  =   0.99962205
 BK0766
 BK0766:                Primary Azimuth Mark                     Grid Az
 BK0766:SPC LA S     -  BASILE RM 3                              096 38 22.1
 BK0766:UTM  15      -  BASILE RM 3                              095 48 11.0
 BK0766
 BK0766|---------------------------------------------------------------------|
 BK0766| PID    Reference Object                     Distance      Geod. Az  |
 BK0766|                                                           dddmmss.s |
 BK0766| BK2859 BASILE RM 3                         APPROX. 5.4 KM 0960055.8 |
 BK0766| BK2867 MATT                                 18.005 METERS 31610     |
 BK0766|---------------------------------------------------------------------|
 BK0766
 BK0766                          SUPERSEDED SURVEY CONTROL
 BK0766
 BK0766  NAD 83(1986)-  30 29 09.31096(N)    092 34 52.45182(W) AD(       ) 2
 BK0766  NAD 27      -  30 29 08.58703(N)    092 34 51.95537(W) AD(       ) 2
 BK0766  NGVD 29 (??/??/??)   13.777  (m)           45.20   (f) ADJUSTED    2 0
 BK0766
 BK0766.Superseded values are not recommended for survey control.
 BK0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0766.See file dsdata.txt to determine how the superseded data were derived.
 BK0766
 BK0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4019172705(NAD 83)
 BK0766_MARKER: DD = SURVEY DISK
 BK0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0766_STAMPING: TT20H 1934
 BK0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0766+STABILITY: SURFACE MOTION
 BK0766
 BK0766  HISTORY     - Date     Condition        Report By
 BK0766  HISTORY     - 1974     MONUMENTED       USGS
 BK0766  HISTORY     - 1969     GOOD             LADTD
 BK0766
 BK0766                          STATION DESCRIPTION
 BK0766
 BK0766'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (RT)
 BK0766'THE STATION IS LOCATED 5 MILES EAST OF ELTON, 9 MILES WEST OF
 BK0766'EUNICE AND 10 MILES NORTHWEST OF IOTA, IN THE SOUTHEAST QUARTER OF
 BK0766'SECTION 32, T6S, R2W, AND ON THE PROPERTY OWNED BY THE MISSOURI
 BK0766'PACIFIC RAILROAD.
 BK0766'
 BK0766'TO REACH THE STATION FROM THE SOUTHEASTERN PART OF BASILE, AT THE
 BK0766'INTERSECTION OF U. S. HIGHWAY 190 AND STATE HIGHWAY 371, GO EAST
 BK0766'FOLLOWING U. S. HIGHWAY 190 FOR 0.6 MILE TO THE INTERSECTION WITH
 BK0766'STATE HIGHWAY 97.  HERE TURN LEFT AND GO NORTH FOLLOWING A
 BK0766'BLACK-TOP ROAD FOR 0.5 MILE TO A RAILROAD AND THE STATION.
 BK0766'
 BK0766'BM 1120H IS A STANDARD U. S. GEOLOGICAL SURVEY BENCH MARK SET IN
 BK0766'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 BK0766'IT IS STAMPED 1120H 1934.  IT IS 32 FEET SOUTH OF THE SOUTH RAIL
 BK0766'ON THE RAILROAD, 26 FEET NORTH OF A TELEGRAPH POLE, 23 FEET EAST
 BK0766'OF THE CENTER OF A BLACK-TOP ROAD, 21 FEET SOUTHEAST OF A RAILROAD
 BK0766'CROSSING SIGNAL LIGHT, AND 1 FOOT WEST OF A METAL WITNESS POST
 BK0766'AND SIGN.
 BK0766
 BK0766                          STATION RECOVERY (1969)
 BK0766
 BK0766'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 BK0766'0.80 MI E FROM BASILE.
 BK0766'ABOUT 0.80 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD TRACK FROM
 BK0766'THE MISSOURI PACIFIC RAILROAD STATION IN BASILE.  IN SECTION 33, T6S,
 BK0766'R2W.  34.4 FEET SOUTH OF THE CENTERLINE OF THE MISSOURI PACIFIC
 BK0766'RAILROAD TRACK, 23.7 FEET EAST OF THE CENTERLINE OF A BLACKTOP ROAD,
 BK0766'96.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHEET METAL RICE
 BK0766'DRYER, 14.7 FEET NORTH OF A BARBED WIRE FENCE.  SET IN TOP OF A
 BK0766'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  THE MARK IS
 BK0766'LOCATED 0.7 FOOT WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1536 ***********************************************************************
 BJ1536  DESIGNATION -  TT 20 L
 BJ1536  PID         -  BJ1536
 BJ1536  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1536  USGS QUAD   -  MANCHAC (1979)
 BJ1536
 BJ1536                         *CURRENT SURVEY CONTROL
 BJ1536  ___________________________________________________________________
 BJ1536* NAD 83(1986)-  30 20 28.     (N)    090 24 41.     (W)     SCALED    
 BJ1536* NAVD 88     -         1.403  (meters)       4.60   (feet)  READJUSTED
 BJ1536  ___________________________________________________________________
 BJ1536  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ1536  DYNAMIC HT  -           1.400 (meters)       4.59  (feet)  COMP
 BJ1536  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ1536
 BJ1536  VERT ORDER  -  ?
 BJ1536
 BJ1536.The horizontal coordinates were scaled from a topographic map and have
 BJ1536.an estimated accuracy of +/- 6 seconds.
 BJ1536
 BJ1536.The orthometric height was determined by differential leveling
 BJ1536.and adjusted by the National Geodetic Survey in June 1991..
 BJ1536.The height was derived from older observations constrained to new
 BJ1536.heights in a crustal motion area.  The height is approximate in
 BJ1536.relation to other heights in its vicinity.
 BJ1536
 BJ1536.The geoid height was determined by GEOID03.
 BJ1536
 BJ1536.The dynamic height is computed by dividing the NAVD 88
 BJ1536.geopotential number by the normal gravity value computed on the
 BJ1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1536.degrees latitude (g = 980.6199 gals.).
 BJ1536
 BJ1536.The modeled gravity was interpolated from observed gravity values.
 BJ1536
 BJ1536;                    North         East    Units  Estimated Accuracy
 BJ1536;SPC LA S     -   204,430.    1,088,640.      MT  (+/- 180 meters Scaled)
 BJ1536
 BJ1536                          SUPERSEDED SURVEY CONTROL
 BJ1536
 BJ1536  NGVD 29 (??/??/??)    1.387  (m)            4.55   (f) ADJUSTED    1 1
 BJ1536
 BJ1536.Superseded values are not recommended for survey control.
 BJ1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1536.See file dsdata.txt to determine how the superseded data were derived.
 BJ1536
 BJ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP488594(NAD 83)
 BJ1536_MARKER: DD = SURVEY DISK
 BJ1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1536_SP_SET: CONCRETE POST
 BJ1536_STAMPING: TT 20 L 1931 5.361
 BJ1536_MARK LOGO: USGS  
 BJ1536_PROJECTION: PROJECTING 10 CENTIMETERS
 BJ1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1536+STABILITY: SURFACE MOTION
 BJ1536
 BJ1536  HISTORY     - Date     Condition        Report By
 BJ1536  HISTORY     - 1931     MONUMENTED       USGS
 BJ1536  HISTORY     - 1969     GOOD             CGS
 BJ1536  HISTORY     - 1986     GOOD             NGS
 BJ1536  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1536
 BJ1536                          STATION DESCRIPTION
 BJ1536
 BJ1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1536'3.65 MI N FROM MANCHAC.
 BJ1536'ABOUT 3.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1536'NORTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 0.2 MILE NORTH
 BJ1536'OF MILEPOST 871, 67 1/2 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM
 BJ1536'THE 7TH TELEGRAPH POLE NORTH OF THE MILEPOST, 10.7 FEET WEST OF THE
 BJ1536'WEST RAIL OF WEST TRACK, 6 FEET WEST OF THE NORTHWEST CORNER OF A
 BJ1536'TRESTLE AND IN LINE WITH THE NORTH END OF THE TRESTLE, 147 FEET EAST
 BJ1536'OF BENCH MARK K 275 DESCRIBED, 2 FEET NORTH OF A METAL WITNESS POST, 2
 BJ1536'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 BJ1536'POST PROJECTING 10 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 21, T
 BJ1536'8S, R 8E.
 BJ1536
 BJ1536                          STATION RECOVERY (1986)
 BJ1536
 BJ1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1536'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE WITH THE
 BJ1536'FOLLOWING CORRECTIONS.  CHANGE 6 FEET WEST OF THE NORTHWEST CORNER OF
 BJ1536'A TRESTLE TO 14.8 FT NORTHWEST OF THE NORTHWEST CORNER OF A TRESTLE,
 BJ1536'DELETE 2 FEET NORTH OF A METAL WITNESS POST, AND ADD
 BJ1536
 BJ1536                          STATION RECOVERY (1992)
 BJ1536
 BJ1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1536'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2747 ***********************************************************************
 AU2747  DESIGNATION -  TT 20 L USGS 1932
 AU2747  PID         -  AU2747
 AU2747  STATE/COUNTY-  LA/JEFFERSON
 AU2747  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2747
 AU2747                         *CURRENT SURVEY CONTROL
 AU2747  ___________________________________________________________________
 AU2747* NAD 83(1992)-  29 47 36.12200(N)    090 07 17.45754(W)     ADJUSTED  
 AU2747* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2747  **This station is located in a subsidence area (see below).
 AU2747  ___________________________________________________________________
 AU2747  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2747  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AU2747
 AU2747  HORZ ORDER  -  SECOND
 AU2747
 AU2747.The horizontal coordinates were established by classical geodetic methods
 AU2747.and adjusted by the National Geodetic Survey in January 1993..
 AU2747
 AU2747 ** The orthometric height has not been validated since last determined
 AU2747 ** by differential leveling and should not be used for control purposes.
 AU2747 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2747 ** area with valid NAVD 88 orthometric heights.
 AU2747 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2747 ** epoch indicated which incorporates improved geoid heights for the
 AU2747 ** Southern Louisiana Subsidence area.
 AU2747 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2747.The orthometric height was scaled from a topographic map.
 AU2747
 AU2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2747
 AU2747.The geoid height was determined by GEOID03.
 AU2747
 AU2747;                    North         East     Units Scale Factor Converg.
 AU2747;SPC LA S     -   143,982.160 1,117,155.098   MT  0.99993226   +0 36 21.3
 AU2747;SPC LA S     -   472,381.47  3,665,199.68   sFT  0.99993226   +0 36 21.3
 AU2747;UTM  15      - 3,299,363.954   778,256.149   MT  1.00055542   +1 25 52.2
 AU2747
 AU2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2747!SPC LA S     -   1.00000372  x   0.99993226  =   0.99993598
 AU2747!UTM  15      -   1.00000372  x   1.00055542  =   1.00055914
 AU2747
 AU2747                          SUPERSEDED SURVEY CONTROL
 AU2747
 AU2747  NAD 83(1986)-  29 47 36.13755(N)    090 07 17.45923(W) AD(       ) 2
 AU2747  NAD 27      -  29 47 35.38568(N)    090 07 17.19399(W) AD(       ) 2
 AU2747
 AU2747.Superseded values are not recommended for survey control.
 AU2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2747.See file dsdata.txt to determine how the superseded data were derived.
 AU2747
 AU2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7825699364(NAD 83)
 AU2747_MARKER: DD = SURVEY DISK
 AU2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2747_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2747+STABILITY: SURFACE MOTION
 AU2747
 AU2747  HISTORY     - Date     Condition        Report By
 AU2747  HISTORY     - 1934     MONUMENTED       USGS
 AU2747
 AU2747                          STATION DESCRIPTION
 AU2747
 AU2747'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 AU2747'STATION IS ABOUT 10 MILES S OF THE HARVEY POST OFFICE, ON THE
 AU2747'E SIDE OF STATE HIGHWAY 30, 125 FEET S OF A BRIDGE OVER A
 AU2747'BAYOU, AND 18.37 METERS (53.59 FEET) W OF STATION MARRERO.
 AU2747'
 AU2747'THE STATION IS MARKED BY A STANDARD U.S.G.S. BRONZE TABLET
 AU2747'SET IN THE TOP OF AN 8-INCH SQUARE BLOCK OF CONCRETE AND PROJECTS
 AU2747'2-1/2 FEET ABOVE THE GROUND.  THE POST IS LOOSE AND CAN BE
 AU2747'MOVED BY HAND ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2344 ***********************************************************************
 BX2344  DESIGNATION -  TT 20 TX USGS
 BX2344  PID         -  BX2344
 BX2344  STATE/COUNTY-  LA/NATCHITOCHES
 BX2344  USGS QUAD   -  POWHATAN (1992)
 BX2344
 BX2344                         *CURRENT SURVEY CONTROL
 BX2344  ___________________________________________________________________
 BX2344* NAD 83(1986)-  31 50 47.     (N)    093 08 26.     (W)     SCALED    
 BX2344* NAVD 88     -        36.283  (meters)     119.04   (feet)  ADJUSTED  
 BX2344  ___________________________________________________________________
 BX2344  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX2344  DYNAMIC HT  -          36.241 (meters)     118.90  (feet)  COMP
 BX2344  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 BX2344
 BX2344  VERT ORDER  -  FIRST     CLASS I
 BX2344
 BX2344.The horizontal coordinates were scaled from a topographic map and have
 BX2344.an estimated accuracy of +/- 6 seconds.
 BX2344
 BX2344.The orthometric height was determined by differential leveling
 BX2344.and adjusted by the National Geodetic Survey in February 1994..
 BX2344
 BX2344.The geoid height was determined by GEOID03.
 BX2344
 BX2344.The dynamic height is computed by dividing the NAVD 88
 BX2344.geopotential number by the normal gravity value computed on the
 BX2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2344.degrees latitude (g = 980.6199 gals.).
 BX2344
 BX2344.The modeled gravity was interpolated from observed gravity values.
 BX2344
 BX2344;                    North         East    Units  Estimated Accuracy
 BX2344;SPC LA N     -   149,460.      939,380.      MT  (+/- 180 meters Scaled)
 BX2344
 BX2344                          SUPERSEDED SURVEY CONTROL
 BX2344
 BX2344  NAVD 88 (06/15/91)   36.283  (m)          119.04   (f) UNKNOWN     1 1
 BX2344  NGVD 29 (??/??/??)   36.333  (m)          119.20   (f) ADJUSTED    1 1
 BX2344
 BX2344.Superseded values are not recommended for survey control.
 BX2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2344.See file dsdata.txt to determine how the superseded data were derived.
 BX2344
 BX2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR867234(NAD 83)
 BX2344_MARKER: DD = SURVEY DISK
 BX2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2344_SP_SET: CONCRETE POST
 BX2344_STAMPING: 1936 TT 20 TX
 BX2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2344+STABILITY: SURFACE MOTION
 BX2344
 BX2344  HISTORY     - Date     Condition        Report By
 BX2344  HISTORY     - 1936     MONUMENTED       USGS
 BX2344  HISTORY     - 1977     GOOD             NGS
 BX2344
 BX2344                          STATION DESCRIPTION
 BX2344
 BX2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2344'4.0 MI SE FROM POWHATAN.
 BX2344'4.0 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX2344'JUNCTION OF STATE HIGHWAY 485 AT POWHATAN , 28 FEET NORTH-NORTHEAST OF
 BX2344'THE NORTH-NORTHEAST RAIL, 56 FEET SOUTH OF A POWERLINE POLE, 22 FEET
 BX2344'WEST-NORTHWEST OF THE CENTER OF A GRAVEL ROAD, AND 14 FEET NORTH
 BX2344'OF A RAILRAOD CROSSING SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1555 ***********************************************************************
 BK1555  DESIGNATION -  TT 21 H
 BK1555  PID         -  BK1555
 BK1555  STATE/COUNTY-  LA/BEAUREGARD
 BK1555  USGS QUAD   -  GORDON (1994)
 BK1555
 BK1555                         *CURRENT SURVEY CONTROL
 BK1555  ___________________________________________________________________
 BK1555* NAD 83(1986)-  30 28 53.     (N)    093 19 52.     (W)     SCALED    
 BK1555* NAVD 88     -        26.82   (+/-2cm)      88.0    (feet)  VERTCON   
 BK1555  ___________________________________________________________________
 BK1555  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK1555
 BK1555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1555
 BK1555.The horizontal coordinates were scaled from a topographic map and have
 BK1555.an estimated accuracy of +/- 6 seconds.
 BK1555
 BK1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1555.The vertical order pertains to the NGVD 29 superseded value.
 BK1555
 BK1555.The geoid height was determined by GEOID03.
 BK1555
 BK1555;                    North         East    Units  Estimated Accuracy
 BK1555;SPC LA S     -   221,300.      808,200.      MT  (+/- 180 meters Scaled)
 BK1555
 BK1555                          SUPERSEDED SURVEY CONTROL
 BK1555
 BK1555  NGVD 29 (??/??/??)   26.765  (m)           87.81   (f) ADJUSTED    2 0
 BK1555
 BK1555.Superseded values are not recommended for survey control.
 BK1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1555.See file dsdata.txt to determine how the superseded data were derived.
 BK1555
 BK1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP682721(NAD 83)
 BK1555_MARKER: DD = SURVEY DISK
 BK1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1555_STAMPING: TT H 21 1934
 BK1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1555+STABILITY: SURFACE MOTION
 BK1555
 BK1555  HISTORY     - Date     Condition        Report By
 BK1555  HISTORY     - 1934     MONUMENTED       USGS
 BK1555  HISTORY     - 1935     GOOD             CGS
 BK1555  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1555  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1555  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1555
 BK1555                          STATION DESCRIPTION
 BK1555
 BK1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1555'6.6 MI E FROM DE QUINCY.
 BK1555'IN BEAUREGARD PARISH, 6.6 MILES EAST ALONG THE MISSOURI PACIFIC
 BK1555'RAILROAD FROM THE STATION AT DE QUINCY, CALCASIEU PARISH, 175 YARDS
 BK1555'SOUTHWEST OF MILEPOST 515, AT A ROAD CROSSING, 90 FEET SOUTHWEST OF
 BK1555'THE CENTERLINE OF THE ROAD, 87 FEET NORTHWEST OF THE CENTERLINE OF THE
 BK1555'MAIN TRACK, AND 44 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 BK1555'7.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT H 21
 BK1555'1934 AND SET IN THE TOP OF A CONCRETE POST.
 BK1555
 BK1555                          STATION RECOVERY (1986)
 BK1555
 BK1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1555'NOT RECOVERED, THE CONCRETE POST WAS FOUND WITH THE TOP BROKEN OFF,
 BK1555'CONSIDER DESTROYED.
 BK1555
 BK1555                          STATION RECOVERY (2002)
 BK1555
 BK1555'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK1555'MARK NOT FOUND.
 BK1555
 BK1555                          STATION RECOVERY (2004)
 BK1555
 BK1555'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1528 ***********************************************************************
 BJ1528  DESIGNATION -  TT 21 L
 BJ1528  PID         -  BJ1528
 BJ1528  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1528  USGS QUAD   -  MANCHAC (1979)
 BJ1528
 BJ1528                         *CURRENT SURVEY CONTROL
 BJ1528  ___________________________________________________________________
 BJ1528* NAD 83(1986)-  30 17 22.     (N)    090 24 03.     (W)     SCALED    
 BJ1528* NAVD 88     -         2.125  (meters)       6.97   (feet)  READJUSTED
 BJ1528  ___________________________________________________________________
 BJ1528  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BJ1528  DYNAMIC HT  -           2.120 (meters)       6.96  (feet)  COMP
 BJ1528  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BJ1528
 BJ1528  VERT ORDER  -  ?
 BJ1528
 BJ1528.The horizontal coordinates were scaled from a topographic map and have
 BJ1528.an estimated accuracy of +/- 6 seconds.
 BJ1528
 BJ1528.The orthometric height was determined by differential leveling
 BJ1528.and adjusted by the National Geodetic Survey in June 1991..
 BJ1528.The height was derived from older observations constrained to new
 BJ1528.heights in a crustal motion area.  The height is approximate in
 BJ1528.relation to other heights in its vicinity.
 BJ1528
 BJ1528.The geoid height was determined by GEOID03.
 BJ1528
 BJ1528.The dynamic height is computed by dividing the NAVD 88
 BJ1528.geopotential number by the normal gravity value computed on the
 BJ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1528.degrees latitude (g = 980.6199 gals.).
 BJ1528
 BJ1528.The modeled gravity was interpolated from observed gravity values.
 BJ1528
 BJ1528;                    North         East    Units  Estimated Accuracy
 BJ1528;SPC LA S     -   198,720.    1,089,710.      MT  (+/- 180 meters Scaled)
 BJ1528
 BJ1528                          SUPERSEDED SURVEY CONTROL
 BJ1528
 BJ1528  NGVD 29 (??/??/??)    2.111  (m)            6.93   (f) ADJUSTED    1 1
 BJ1528
 BJ1528.Superseded values are not recommended for survey control.
 BJ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1528.See file dsdata.txt to determine how the superseded data were derived.
 BJ1528
 BJ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP499537(NAD 83)
 BJ1528_MARKER: DD = SURVEY DISK
 BJ1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1528_STAMPING: TT 21 L 1931 7.654
 BJ1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1528+STABILITY: SURFACE MOTION
 BJ1528
 BJ1528  HISTORY     - Date     Condition        Report By
 BJ1528  HISTORY     - 1931     MONUMENTED       USGS
 BJ1528  HISTORY     - 1969     GOOD             CGS
 BJ1528  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1528  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1528
 BJ1528                          STATION DESCRIPTION
 BJ1528
 BJ1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1528'IN MANCHAC.
 BJ1528'AT MANCHAC, ALONG THE ILLINOIS CENTRAL RAILROAD, 158 FEET NORTH OF THE
 BJ1528'NORTH END OF THE RAILROAD TRESTLE OVER PASS MANCHAC, 18 FEET NORTH OF
 BJ1528'THE NORTHEAST CORNER OF A RAILROAD TOOL HOUSE, 9 FEET WEST OF THE WEST
 BJ1528'RAIL, 3.6 FEET EAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 BJ1528'THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE LEVEL
 BJ1528'OF THE GROUND.  SEC 4, T 9S, R 8E.
 BJ1528
 BJ1528                          STATION RECOVERY (1986)
 BJ1528
 BJ1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1528'NOT RECOVERED, AN ACCURATE MEASUREMENT COULD NOT BE OBTAINED FROM THE
 BJ1528'TOOL HOUSE BECAUSE OF DENSE VEGETATION AND THE WEST RAIL NO LONGER
 BJ1528'EXISTS AND NO WITNESS POST WAS FOUND.  MARK IS BELIEVED TO EXIST.
 BJ1528
 BJ1528                          STATION RECOVERY (1992)
 BJ1528
 BJ1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1528'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0834 ***********************************************************************
 CQ0834  DESIGNATION -  TT 21 WM USGS
 CQ0834  PID         -  CQ0834
 CQ0834  STATE/COUNTY-  LA/WINN
 CQ0834  USGS QUAD   -  COTTON PLANT (1989)
 CQ0834
 CQ0834                         *CURRENT SURVEY CONTROL
 CQ0834  ___________________________________________________________________
 CQ0834* NAD 83(1986)-  32 05 51.     (N)    092 21 30.     (W)     SCALED    
 CQ0834* NAVD 88     -        66.27   (+/-2cm)     217.4    (feet)  VERTCON   
 CQ0834  ___________________________________________________________________
 CQ0834  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CQ0834
 CQ0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0834
 CQ0834.The horizontal coordinates were scaled from a topographic map and have
 CQ0834.an estimated accuracy of +/- 6 seconds.
 CQ0834
 CQ0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0834.The vertical order pertains to the NGVD 29 superseded value.
 CQ0834
 CQ0834.The geoid height was determined by GEOID03.
 CQ0834
 CQ0834;                    North         East    Units  Estimated Accuracy
 CQ0834;SPC LA N     -   177,130.    1,013,370.      MT  (+/- 180 meters Scaled)
 CQ0834
 CQ0834                          SUPERSEDED SURVEY CONTROL
 CQ0834
 CQ0834  NGVD 29 (??/??/??)   66.294  (m)          217.50   (f) ADJUSTED    2 0
 CQ0834
 CQ0834.Superseded values are not recommended for survey control.
 CQ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0834.See file dsdata.txt to determine how the superseded data were derived.
 CQ0834
 CQ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR605514(NAD 83)
 CQ0834_MARKER: DD = SURVEY DISK
 CQ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0834_STAMPING: TT 21 WM 1949
 CQ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0834+STABILITY: SURFACE MOTION
 CQ0834
 CQ0834  HISTORY     - Date     Condition        Report By
 CQ0834  HISTORY     - 1949     MONUMENTED       USGS
 CQ0834  HISTORY     - 1950     GOOD             CGS
 CQ0834  HISTORY     - 1979     GOOD             LADTD
 CQ0834
 CQ0834                          STATION DESCRIPTION
 CQ0834
 CQ0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0834'8.25 MI E FROM SIKES.
 CQ0834'8.25 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0834'SIKES, AT A ROAD INTERSECTION, 76.7 FEET NORTHWEST OF THE NORTHWEST
 CQ0834'CORNER OF HEBRON BAPTIST CHURCH, 149 FEET SOUTHEAST OF THE EAST CORNER
 CQ0834'OF A CEMETERY, 31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 CQ0834'LEADING NORTHWEST FROM THE INTERSECTION, 30 FEET NORTH OF THE CENTER
 CQ0834'LINE OF THE HIGHWAY, 7.7 FEET EAST OF A POWER POLE, 1.2 FEET SOUTHEAST
 CQ0834'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0834'0.2 FOOT ABOVE THE GROUND.
 CQ0834
 CQ0834                          STATION RECOVERY (1979)
 CQ0834
 CQ0834'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 CQ0834'8.25 MILES EAST ALONG STATE HIGHWAY 126 FROM THE RAILROAD STATION AT
 CQ0834'SIKES, AT A ROAD INTERSECTION, 76.7 FT. WEST OF THE NORTHWEST CORNER
 CQ0834'OF HEBRON BAPTIST CHURCH, 144.8 FEET SOUTHEAST OF THE NORTHEAST
 CQ0834'CORNER OF A CEMETERY, 122.6 FEET EAST OF SOUTHEAST CORNER OF
 CQ0834'CEMETERY, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET
 CQ0834'NORTHEAST OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE POST
 CQ0834'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1556 ***********************************************************************
 BK1556  DESIGNATION -  TT 22 H
 BK1556  PID         -  BK1556
 BK1556  STATE/COUNTY-  LA/BEAUREGARD
 BK1556  USGS QUAD   -  DE QUINCY (1994)
 BK1556
 BK1556                         *CURRENT SURVEY CONTROL
 BK1556  ___________________________________________________________________
 BK1556* NAD 83(1986)-  30 27 39.     (N)    093 23 03.     (W)     SCALED    
 BK1556* NAVD 88     -        21.86   (+/-2cm)      71.7    (feet)  VERTCON   
 BK1556  ___________________________________________________________________
 BK1556  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK1556
 BK1556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1556
 BK1556.The horizontal coordinates were scaled from a topographic map and have
 BK1556.an estimated accuracy of +/- 6 seconds.
 BK1556
 BK1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1556.The vertical order pertains to the NGVD 29 superseded value.
 BK1556
 BK1556.The geoid height was determined by GEOID03.
 BK1556
 BK1556;                    North         East    Units  Estimated Accuracy
 BK1556;SPC LA S     -   219,110.      803,060.      MT  (+/- 180 meters Scaled)
 BK1556
 BK1556                          SUPERSEDED SURVEY CONTROL
 BK1556
 BK1556  NGVD 29 (??/??/??)   21.811  (m)           71.56   (f) ADJUSTED    2 0
 BK1556
 BK1556.Superseded values are not recommended for survey control.
 BK1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1556.See file dsdata.txt to determine how the superseded data were derived.
 BK1556
 BK1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP631699(NAD 83)
 BK1556_MARKER: DD = SURVEY DISK
 BK1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1556_STAMPING: TT H 22 1934
 BK1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1556+STABILITY: SURFACE MOTION
 BK1556
 BK1556  HISTORY     - Date     Condition        Report By
 BK1556  HISTORY     - 1934     MONUMENTED       USGS
 BK1556  HISTORY     - 1935     GOOD             CGS
 BK1556  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1556  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1556
 BK1556                          STATION DESCRIPTION
 BK1556
 BK1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1556'3.1 MI E FROM DE QUINCY.
 BK1556'IN BEAUREGARD PARISH, 3.1 MILES EAST ALONG THE MISSOURI PACIFIC
 BK1556'RAILROAD FROM THE STATION AT DE QUINCY, CALCASIEU PARISH, 0.5 MILE
 BK1556'NORTHEAST OF MILEPOST 511, AT THE BEAUREGARD-CALCASIEU PARISH LINE, AT
 BK1556'THE JUNCTION OF A ROAD LEADING NORTH, 71 YARDS NORTHWEST OF THE
 BK1556'CENTERLINE OF THE TRACK, 20 YARDS NORTHEAST OF THE CENTERLINE OF THE
 BK1556'ROAD, AND 75 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 7.  A
 BK1556'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT H 22 1934
 BK1556'AND SET IN THE TOP OF A CONCRETE POST.
 BK1556
 BK1556                          STATION RECOVERY (1986)
 BK1556
 BK1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1556'NOT RECOVERED.  THE AREA IN WHICH MARK WAS LOCATED HAS PREVIOUSLY BE
 BK1556'CULTIVATED AND NO EVIDENCE OF THE MARK WAS FOUND.
 BK1556
 BK1556                          STATION RECOVERY (2002)
 BK1556
 BK1556'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1516 ***********************************************************************
 BJ1516  DESIGNATION -  TT 22 L
 BJ1516  PID         -  BJ1516
 BJ1516  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1516  USGS QUAD   -  RUDDOCK (1979)
 BJ1516
 BJ1516                         *CURRENT SURVEY CONTROL
 BJ1516  ___________________________________________________________________
 BJ1516* NAD 83(1986)-  30 14 27.     (N)    090 24 21.     (W)     SCALED    
 BJ1516* NAVD 88     -         1.349  (meters)       4.43   (feet)  READJUSTED
 BJ1516  ___________________________________________________________________
 BJ1516  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BJ1516  DYNAMIC HT  -           1.350 (meters)       4.43  (feet)  COMP
 BJ1516  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 BJ1516
 BJ1516  VERT ORDER  -  ?
 BJ1516
 BJ1516.The horizontal coordinates were scaled from a topographic map and have
 BJ1516.an estimated accuracy of +/- 6 seconds.
 BJ1516
 BJ1516.The orthometric height was determined by differential leveling
 BJ1516.and adjusted by the National Geodetic Survey in June 1991..
 BJ1516.The height was derived from older observations constrained to new
 BJ1516.heights in a crustal motion area.  The height is approximate in
 BJ1516.relation to other heights in its vicinity.
 BJ1516
 BJ1516.The geoid height was determined by GEOID03.
 BJ1516
 BJ1516.The dynamic height is computed by dividing the NAVD 88
 BJ1516.geopotential number by the normal gravity value computed on the
 BJ1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1516.degrees latitude (g = 980.6199 gals.).
 BJ1516
 BJ1516.The modeled gravity was interpolated from observed gravity values.
 BJ1516
 BJ1516;                    North         East    Units  Estimated Accuracy
 BJ1516;SPC LA S     -   193,320.    1,089,270.      MT  (+/- 180 meters Scaled)
 BJ1516
 BJ1516                          SUPERSEDED SURVEY CONTROL
 BJ1516
 BJ1516  NGVD 29 (??/??/??)    1.335  (m)            4.38   (f) ADJUSTED    1 1
 BJ1516
 BJ1516.Superseded values are not recommended for survey control.
 BJ1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1516.See file dsdata.txt to determine how the superseded data were derived.
 BJ1516
 BJ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP496483(NAD 83)
 BJ1516_MARKER: DD = SURVEY DISK
 BJ1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1516_STAMPING: TT 22 L 1931 5
 BJ1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1516+STABILITY: SURFACE MOTION
 BJ1516
 BJ1516  HISTORY     - Date     Condition        Report By
 BJ1516  HISTORY     - 1931     MONUMENTED       USGS
 BJ1516  HISTORY     - 1969     GOOD             CGS
 BJ1516  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1516
 BJ1516                          STATION DESCRIPTION
 BJ1516
 BJ1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1516'2.95 MI S FROM MANCHAC.
 BJ1516'ABOUT 2.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1516'SOUTH END OF THE TRESTLE OVER PASS MANCHAC AT MANCHAC, 510 FEET NORTH
 BJ1516'OF MILEPOST 878, 24 FEET WEST OF THE WEST RAIL, 578 FEET NORTH OF
 BJ1516'BENCH MARK 1028 (LGS) RESET 1969 DESCRIBED, 2 FEET NORTH OF A METAL
 BJ1516'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 BJ1516'OF A CONCRETE POST 1/2 FOOT BELOW THE LEVEL OF THE GROUND.
 BJ1516
 BJ1516                          STATION RECOVERY (1992)
 BJ1516
 BJ1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1516'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2080 ***********************************************************************
 CP2080  DESIGNATION -  TT 23
 CP2080  PID         -  CP2080
 CP2080  STATE/COUNTY-  LA/FRANKLIN
 CP2080  USGS QUAD   -  BASKINTON (1987)
 CP2080
 CP2080                         *CURRENT SURVEY CONTROL
 CP2080  ___________________________________________________________________
 CP2080* NAD 83(1986)-  32 15 36.     (N)    091 44 53.     (W)     SCALED    
 CP2080* NAVD 88     -        22.31   (+/-2cm)      73.2    (feet)  VERTCON   
 CP2080  ___________________________________________________________________
 CP2080  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP2080
 CP2080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2080
 CP2080.The horizontal coordinates were scaled from a topographic map and have
 CP2080.an estimated accuracy of +/- 6 seconds.
 CP2080
 CP2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2080.The vertical order pertains to the NGVD 29 superseded value.
 CP2080
 CP2080.The geoid height was determined by GEOID03.
 CP2080
 CP2080;                    North         East    Units  Estimated Accuracy
 CP2080;SPC LA N     -   195,390.    1,070,850.      MT  (+/- 180 meters Scaled)
 CP2080
 CP2080                          SUPERSEDED SURVEY CONTROL
 CP2080
 CP2080  NGVD 29 (??/??/92)   22.333  (m)           73.27   (f) ADJ UNCH    2 0
 CP2080
 CP2080.Superseded values are not recommended for survey control.
 CP2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2080.See file dsdata.txt to determine how the superseded data were derived.
 CP2080
 CP2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR179699(NAD 83)
 CP2080_MARKER: DD = SURVEY DISK
 CP2080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2080_SP_SET: CURB
 CP2080_STAMPING: T.T. 23
 CP2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2080
 CP2080  HISTORY     - Date     Condition        Report By
 CP2080  HISTORY     - UNK      MONUMENTED       USGS
 CP2080  HISTORY     - 1970     GOOD             LADTD
 CP2080  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CP2080
 CP2080                          STATION DESCRIPTION
 CP2080
 CP2080'DESCRIBED BY LA TRANSP AND DEV 1970
 CP2080'0.4 MI N FROM BASKIN.
 CP2080'ABOUT 0.4 MILE NORTHWEST ALONG LOUISIANA HIGHWAYS 857 AND 15 FROM THE
 CP2080'BASKIN HIGH SCHOOL.  THENCE WEST ALONG LOUISIANA HIGHWAY 857, 0.30
 CP2080'MILE TO THE INTERSECTION OF LOUISIANA HIGHWAY 15.  THENCE NORTH ALONG
 CP2080'LOUISIANA HIGHWAY 15, 0.10 MILE TO THE MARK.  IT IS 12.5 FEET WEST OF
 CP2080'THE CENTERLINE OF LOUISIANA HIGHWAY 15, 45.0 FEET NORTHEAST OF A POWER
 CP2080'POLE, 70.0 FEET NORTHWEST OF A TELEPHONE POLE, 4.5 FEET NORTH OF A
 CP2080'DELINEATOR MARKING THE SOUTHWEST CORNER ABUTMENT OF PINE ISLAND CANAL
 CP2080'BRIDGE.  SET IN THE TOP OF THE CURB ON THE SOUTHWEST CORNER OF THE
 CP2080'BRIDGE SPANNING PINE ISLAND CANAL ABOUT 6 INCHES ABOVE THE ROADWAY.
 CP2080
 CP2080                          STATION RECOVERY (1991)
 CP2080
 CP2080'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1511 ***********************************************************************
 BJ1511  DESIGNATION -  TT 23 L USGS
 BJ1511  PID         -  BJ1511
 BJ1511  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1511  USGS QUAD   -  RUDDOCK (1979)
 BJ1511
 BJ1511                         *CURRENT SURVEY CONTROL
 BJ1511  ___________________________________________________________________
 BJ1511* NAD 83(1992)-  30 12 20.30343(N)    090 25 24.84713(W)     ADJUSTED  
 BJ1511* NAVD 88     -         1.12   (+/-2cm)       3.7  **(feet)  VERTCON   
 BJ1511  **This station is located in a subsidence area (see below).
 BJ1511  ___________________________________________________________________
 BJ1511  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BJ1511  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BJ1511
 BJ1511  HORZ ORDER  -  SECOND
 BJ1511  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1511
 BJ1511.The horizontal coordinates were established by classical geodetic methods
 BJ1511.and adjusted by the National Geodetic Survey in January 1993..
 BJ1511
 BJ1511 ** The orthometric height has not been validated since last determined
 BJ1511 ** by differential leveling and should not be used for control purposes.
 BJ1511 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1511 ** area with valid NAVD 88 orthometric heights.
 BJ1511 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1511 ** epoch indicated which incorporates improved geoid heights for the
 BJ1511 ** Southern Louisiana Subsidence area.
 BJ1511 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1511.The vertical order pertains to the NGVD 29 superseded value.
 BJ1511
 BJ1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1511
 BJ1511.The geoid height was determined by GEOID03.
 BJ1511
 BJ1511;                    North         East     Units Scale Factor Converg.
 BJ1511;SPC LA S     -   189,408.517 1,087,591.398   MT  0.99993210   +0 27 17.6
 BJ1511;SPC LA S     -   621,417.78  3,568,206.11   sFT  0.99993210   +0 27 17.6
 BJ1511;UTM  15      - 3,344,378.951   748,018.492   MT  1.00035897   +1 17 48.8
 BJ1511
 BJ1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1511!SPC LA S     -   1.00000400  x   0.99993210  =   0.99993610
 BJ1511!UTM  15      -   1.00000400  x   1.00035897  =   1.00036297
 BJ1511
 BJ1511                          SUPERSEDED SURVEY CONTROL
 BJ1511
 BJ1511  NAD 83(1986)-  30 12 20.31983(N)    090 25 24.84718(W) AD(       ) 2
 BJ1511  NAD 27      -  30 12 19.60537(N)    090 25 24.54489(W) AD(       ) 2
 BJ1511  NGVD 29 (??/??/??)    1.115  (m)            3.66   (f) ADJUSTED    1 2
 BJ1511
 BJ1511.Superseded values are not recommended for survey control.
 BJ1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1511.See file dsdata.txt to determine how the superseded data were derived.
 BJ1511
 BJ1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4801844379(NAD 83)
 BJ1511_MARKER: DD = SURVEY DISK
 BJ1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1511_STAMPING: T T 23 L 1931
 BJ1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1511+STABILITY: SURFACE MOTION
 BJ1511
 BJ1511  HISTORY     - Date     Condition        Report By
 BJ1511  HISTORY     - 1931     MONUMENTED       USGS
 BJ1511  HISTORY     - 1973     GOOD             NGS
 BJ1511
 BJ1511                          STATION DESCRIPTION
 BJ1511
 BJ1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ1511'5.9 MI S FROM MANCHAC.
 BJ1511'9.9 MILES NORTH ALONG U. S. HIGHWAY 51 FROM THE JUNCTION OF U. S.
 BJ1511'HIGHWAY 61 IN LAPLACE, 41 FEET NORTHEAST OF A 12-INCH GUM TREE, 6.5
 BJ1511'FEET NORTH OF A 36-INCH GUM TREE AND SET IN THE TOP OF A 10 INCH
 BJ1511'SQUARE CONCRETE MONUMENT THAT PROJECTS 10 INCHES ABOVE THE GROUND
 BJ1511'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2894 ***********************************************************************
 CQ2894  DESIGNATION -  TT 23 L USGS 1952
 CQ2894  PID         -  CQ2894
 CQ2894  STATE/COUNTY-  LA/UNION
 CQ2894  USGS QUAD   -  SPEARSVILLE (1985)
 CQ2894
 CQ2894                         *CURRENT SURVEY CONTROL
 CQ2894  ___________________________________________________________________
 CQ2894* NAD 83(1992)-  32 54 59.45820(N)    092 30 14.62912(W)     ADJUSTED  
 CQ2894* NAVD 88     -        74.91   (+/-2cm)     245.8    (feet)  VERTCON   
 CQ2894  ___________________________________________________________________
 CQ2894  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CQ2894  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2894
 CQ2894  HORZ ORDER  -  SECOND
 CQ2894  VERT ORDER  -  THIRD ? (See Below)
 CQ2894
 CQ2894.The horizontal coordinates were established by classical geodetic methods
 CQ2894.and adjusted by the National Geodetic Survey in September 1999..
 CQ2894
 CQ2894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2894.The vertical order pertains to the NGVD 29 superseded value.
 CQ2894
 CQ2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2894
 CQ2894.The geoid height was determined by GEOID03.
 CQ2894
 CQ2894;                    North         East     Units Scale Factor Converg.
 CQ2894;SPC LA N     -   267,946.304   999,619.857   MT  1.00006652   -0 00 07.7
 CQ2894;SPC LA N     -   879,087.17  3,279,586.15   sFT  1.00006652   -0 00 07.7
 CQ2894;SPC AR S     -   427,828.813   352,844.459   MT  1.00010711   -0 16 55.6
 CQ2894;SPC AR S     - 1,403,635.03  1,157,623.86   sFT  1.00010711   -0 16 55.6
 CQ2894;UTM  15      - 3,642,141.041   546,372.128   MT  0.99962651   +0 16 10.2
 CQ2894
 CQ2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2894!SPC LA N     -   0.99999234  x   1.00006652  =   1.00005886
 CQ2894!SPC AR S     -   0.99999234  x   1.00010711  =   1.00009945
 CQ2894!UTM  15      -   0.99999234  x   0.99962651  =   0.99961885
 CQ2894
 CQ2894                          SUPERSEDED SURVEY CONTROL
 CQ2894
 CQ2894  NAD 83(1992)-  32 54 59.46566(N)    092 30 14.62361(W) AD(       ) 2
 CQ2894  NAD 83(1986)-  32 54 59.47122(N)    092 30 14.62059(W) AD(       ) 2
 CQ2894  NAD 27      -  32 54 58.98000(N)    092 30 14.07500(W) AD(       ) 2
 CQ2894  NGVD 29 (07/19/86)   75.01   (m)          246.1    (f) LEVELING    3  
 CQ2894
 CQ2894.Superseded values are not recommended for survey control.
 CQ2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2894.See file dsdata.txt to determine how the superseded data were derived.
 CQ2894
 CQ2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4637242141(NAD 83)
 CQ2894_MARKER: DB = BENCH MARK DISK
 CQ2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2894+STABILITY: SURFACE MOTION
 CQ2894
 CQ2894  HISTORY     - Date     Condition        Report By
 CQ2894  HISTORY     - 1952     MONUMENTED       USGS
 CQ2894
 CQ2894                          STATION DESCRIPTION
 CQ2894
 CQ2894'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RCD)
 CQ2894'THE STATION IS ABOUT 11 MILES NORTHWEST OF FARMERVILLE,
 CQ2894'6 MILES EAST OF SPEARSVILLE, 32 FEET WEST OF A FENCE CORNER,
 CQ2894'25 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 1 FOOT NORTH
 CQ2894'OF A WIRE FENCE, AND ON THE ROAD RIGHT-OF-WAY.
 CQ2894'
 CQ2894'THE STATION IS A STANDARD USGS BENCH MARK DISK SET IN THE
 CQ2894'TOP OF AN 8 X 8 INCH CONCRETE POST.  THE MARK PROJECTS 5
 CQ2894'INCHES AND THE DISK IS STAMPED 1944 246 TT 23 L.
 CQ2894'
 CQ2894'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CQ2894'WADE, AND THE DISTANCE IS 170.617 METERS (559.77 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1330 ***********************************************************************
 BK1330  DESIGNATION -  TT 23 N
 BK1330  PID         -  BK1330
 BK1330  STATE/COUNTY-  LA/BEAUREGARD
 BK1330  USGS QUAD   -  BONESET CREEK (1994)
 BK1330
 BK1330                         *CURRENT SURVEY CONTROL
 BK1330  ___________________________________________________________________
 BK1330* NAD 83(1986)-  30 49 29.     (N)    093 14 34.     (W)     SCALED    
 BK1330* NAVD 88     -        48.973  (meters)     160.67   (feet)  ADJUSTED  
 BK1330  ___________________________________________________________________
 BK1330  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1330  DYNAMIC HT  -          48.910 (meters)     160.47  (feet)  COMP
 BK1330  MODELED GRAV-     979,371.7   (mgal)                       NAVD 88
 BK1330
 BK1330  VERT ORDER  -  SECOND    CLASS 0
 BK1330
 BK1330.The horizontal coordinates were scaled from a topographic map and have
 BK1330.an estimated accuracy of +/- 6 seconds.
 BK1330
 BK1330.The orthometric height was determined by differential leveling
 BK1330.and adjusted by the National Geodetic Survey in February 1994..
 BK1330
 BK1330.The geoid height was determined by GEOID03.
 BK1330
 BK1330.The dynamic height is computed by dividing the NAVD 88
 BK1330.geopotential number by the normal gravity value computed on the
 BK1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1330.degrees latitude (g = 980.6199 gals.).
 BK1330
 BK1330.The modeled gravity was interpolated from observed gravity values.
 BK1330
 BK1330;                    North         East    Units  Estimated Accuracy
 BK1330;SPC LA S     -   259,210.      817,310.      MT  (+/- 180 meters Scaled)
 BK1330
 BK1330                          SUPERSEDED SURVEY CONTROL
 BK1330
 BK1330  NGVD 29 (??/??/??)   49.120  (m)          161.15   (f) ADJUSTED    2 0
 BK1330
 BK1330.Superseded values are not recommended for survey control.
 BK1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1330.See file dsdata.txt to determine how the superseded data were derived.
 BK1330
 BK1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ767102(NAD 83)
 BK1330_MARKER: DD = SURVEY DISK
 BK1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1330_SP_SET: CONCRETE POST
 BK1330_STAMPING: TT 23 N 1934
 BK1330_MARK LOGO: USGS  
 BK1330_PROJECTION: PROJECTING 46 CENTIMETERS
 BK1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1330+STABILITY: SURFACE MOTION
 BK1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1330+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1988
 BK1330
 BK1330  HISTORY     - Date     Condition        Report By
 BK1330  HISTORY     - 1934     MONUMENTED       USGS
 BK1330  HISTORY     - 1970     GOOD             LADTD
 BK1330  HISTORY     - 1978     GOOD             LADTD
 BK1330  HISTORY     - 1984     GOOD             LADTD
 BK1330  HISTORY     - 19880315 GOOD             LADTD
 BK1330
 BK1330                          STATION DESCRIPTION
 BK1330
 BK1330'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1330'3.85 MI SE FROM DERIDDER.
 BK1330'ABOUT 3.85 MILES SOUTHEAST ALONG STATE ROUTE US 171 FROM THE
 BK1330'COURTHOUSE AT DERIDDER, LOCATED AT THE JUNCTION OF LA. 26 AND US 171,
 BK1330'48 FEET WEST OF THE CENTERLINE OF US 171, 74 FEET SOUTHWEST OF THE
 BK1330'INTERSECTION OF LA. 26 AND US 171, 4 FEET WEST OF A 12 INCH PINE TREE,
 BK1330'21 FEET NORTHWEST OF A CAUTION LIGHT POLE, 2 FEET EAST OF A
 BK1330'COMBINATION BARBED WIRE AND MESH FENCE, 1.5 FEET WEST OF A STEEL
 BK1330'WITNESS POST, ABOUT 2 FEET ABOVE HIGHWAY, SET IN THE TOP OF A CONCRETE
 BK1330'POST PROJECTING 18 INCHES.  SECTION 12, T 3S, R 9W.
 BK1330
 BK1330                          STATION RECOVERY (1978)
 BK1330
 BK1330'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BK1330'MARK IS LOCATED ABOUT 3.85 MILES SOUTHEAST ALONG STATE ROUTE U.S. 171
 BK1330'AND 190 FROM THE COURTHOUSE AT DERIDDER, LOCATED AT THE JUNCTION OF
 BK1330'LA. 26 AND U.S. 171 AND 190, 48 FT. WEST OF THE CENTERLINE OF U.S.
 BK1330'171, 74 FT. SOUTHWEST OF THE INTERSECTION OF LA. 26 AND 171, 4 FT.
 BK1330'WEST OF A 12 INCH PINE TREE, 21 FT. NORTHWEST OF A CAUTION LIGHT
 BK1330'POLE, 2 FT. EAST OF A COMBINATION BARBED WIRE AND MESH FENCE, 1.5 FT.
 BK1330'WEST OF A STEEL WITNESS POST, ABOUT 2 FT. ABOVE THE HIGHWAY SET IN
 BK1330'THE TOP OF A CONCRETE POST PROJECTING 18 INCHES ABOVE THE GROUND.
 BK1330
 BK1330                          STATION RECOVERY (1984)
 BK1330
 BK1330'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1330'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  6.0 KM
 BK1330'(3.7 MILES) EAST ALONG U.S. HIGHWAY 171 FROM THE COURTHOUSE IN DE
 BK1330'RIDDER TO THE MARK ON THE RIGHT IN SECTION 12, T 3 S, R 9 W AT THE
 BK1330'JUNCTION OF U.S. HIGHWAY 171 AND LA.  HIGHWAY 26, 14.6 METERS ( 48
 BK1330'FEET) WEST OF THE CENTERLINE OF U.S. HIGHWAY 171, 22.6 METERS (74
 BK1330'FEET) SOUTHWEST OF THE JUNCTION OF THE TWO HIGHWAYS, 1.2 METERS (4
 BK1330'FEET) WEST OF A 12 INCH PINE TREE, 6.4 METERS (21 FEET) NORTHWEST OF
 BK1330'A CAUTION LIGHT POLE.
 BK1330'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 BK1330'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BK1330
 BK1330                          STATION RECOVERY (1988)
 BK1330
 BK1330'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BK1330'DUE TO HIGHWAY CONSTRUCTION THIS MARK IS TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3375 ***********************************************************************
 BK3375  DESIGNATION -  TT 23 N RESET
 BK3375  PID         -  BK3375
 BK3375  STATE/COUNTY-  LA/BEAUREGARD
 BK3375  USGS QUAD   -  BONESET CREEK (1994)
 BK3375
 BK3375                         *CURRENT SURVEY CONTROL
 BK3375  ___________________________________________________________________
 BK3375* NAD 83(1986)-  30 49 29.     (N)    093 14 32.     (W)     SCALED    
 BK3375* NAVD 88     -        48.80   (meters)     160.1    (feet)  RESET     
 BK3375  ___________________________________________________________________
 BK3375  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK3375
 BK3375  VERT ORDER  -  THIRD
 BK3375
 BK3375.The horizontal coordinates were scaled from a topographic map and have
 BK3375.an estimated accuracy of +/- 6 seconds.
 BK3375
 BK3375.The orthometric height was computed from unverified reset data.
 BK3375.No vertical observational check was made to the station.
 BK3375
 BK3375.The geoid height was determined by GEOID03.
 BK3375
 BK3375;                    North         East    Units  Estimated Accuracy
 BK3375;SPC LA S     -   259,210.      817,360.      MT  (+/- 180 meters Scaled)
 BK3375
 BK3375                          SUPERSEDED SURVEY CONTROL
 BK3375
 BK3375  NGVD 29 (09/18/05)   48.94   (m)          160.6    (f) RESET       3  
 BK3375
 BK3375.Superseded values are not recommended for survey control.
 BK3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3375.See file dsdata.txt to determine how the superseded data were derived.
 BK3375
 BK3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ768102(NAD 83)
 BK3375_MARKER: DD = SURVEY DISK
 BK3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3375_SP_SET: CONCRETE POST
 BK3375_STAMPING: TT 23 N RESET 1988
 BK3375_MARK LOGO: USGS  
 BK3375_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3375+STABILITY: SURFACE MOTION
 BK3375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3375+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BK3375
 BK3375  HISTORY     - Date     Condition        Report By
 BK3375  HISTORY     - 1988     MONUMENTED       LADTD
 BK3375
 BK3375                          STATION DESCRIPTION
 BK3375
 BK3375'DESCRIBED BY LA TRANSP AND DEV 1988
 BK3375'THE STATION IS LOCATED ABOUT 6.2 KM (3.85 MI) SOUTHEAST OF DERIDDER.
 BK3375'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3375'TO REACH THE STATION FROM THE COURTHOUSE IN DERIDDER GO SOUTHEAST FOR
 BK3375'6.2 KM (3.85 MI) ON U.S. HIGHWAYS 171 AND 190 TO THE MARK ON THE LEFT
 BK3375'SET AT THE JUNCTION WITH STATE HIGHWAY 26.
 BK3375'THE STATION IS 19.4 M (63.6 FT) NORTH FROM THE CENTER OF HIGHWAY 26,
 BK3375'6.4 M (21.0 FT) WEST FROM THE CENTER OF A TELEPHONE JUNCTION BOX, 0.3
 BK3375'M (1.0 FT) SOUTH FROM A CHAIN LINK FENCE AND 0.3 M (1.0 FT) SOUTH FROM
 BK3375'A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 BK3375'GROUND AND 0.91 M (3.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0766 ***********************************************************************
 CQ0766  DESIGNATION -  TT 23 WM USGS
 CQ0766  PID         -  CQ0766
 CQ0766  STATE/COUNTY-  LA/JACKSON
 CQ0766  USGS QUAD   -  CHATHAM (1982)
 CQ0766
 CQ0766                         *CURRENT SURVEY CONTROL
 CQ0766  ___________________________________________________________________
 CQ0766* NAD 83(1986)-  32 15 28.     (N)    092 27 33.     (W)     SCALED    
 CQ0766* NAVD 88     -        77.43   (+/-2cm)     254.0    (feet)  VERTCON   
 CQ0766  ___________________________________________________________________
 CQ0766  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0766
 CQ0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0766
 CQ0766.The horizontal coordinates were scaled from a topographic map and have
 CQ0766.an estimated accuracy of +/- 6 seconds.
 CQ0766
 CQ0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0766.The vertical order pertains to the NGVD 29 superseded value.
 CQ0766
 CQ0766.The geoid height was determined by GEOID03.
 CQ0766
 CQ0766;                    North         East    Units  Estimated Accuracy
 CQ0766;SPC LA N     -   194,900.    1,003,850.      MT  (+/- 180 meters Scaled)
 CQ0766
 CQ0766                          SUPERSEDED SURVEY CONTROL
 CQ0766
 CQ0766  NGVD 29 (??/??/??)   77.466  (m)          254.15   (f) ADJUSTED    2 0
 CQ0766
 CQ0766.Superseded values are not recommended for survey control.
 CQ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0766.See file dsdata.txt to determine how the superseded data were derived.
 CQ0766
 CQ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR509691(NAD 83)
 CQ0766_MARKER: DD = SURVEY DISK
 CQ0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0766_STAMPING: TT 23 WM 1949
 CQ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0766+STABILITY: SURFACE MOTION
 CQ0766
 CQ0766  HISTORY     - Date     Condition        Report By
 CQ0766  HISTORY     - 1949     MONUMENTED       USGS
 CQ0766  HISTORY     - 1965     GOOD             CGS
 CQ0766
 CQ0766                          STATION DESCRIPTION
 CQ0766
 CQ0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ0766'4.6 MI S FROM CHATHAM.
 CQ0766'THE STATION IS LOCATED 3.7 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE
 CQ0766'PEOPLES BANK IN CHATHAM, THENCE 0.9 MILE EAST ALONG WINDING WOODS ROAD
 CQ0766'TO A T ROAD JUNCTION, 104 FEET WEST OF THE CENTER OF THE ROAD LEADING
 CQ0766'NORTH, 22 FEET NORTH OF THE CENTER OF THE EAST WEST ROAD, 9 FEET
 CQ0766'NORTHWEST OF A TRIANGULAR BLAZED OAK TREE, 1.2 FEET EAST OF A WITNESS
 CQ0766'POST SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2812 ***********************************************************************
 AU2812  DESIGNATION -  TT 24 L USGS 1932
 AU2812  PID         -  AU2812
 AU2812  STATE/COUNTY-  LA/JEFFERSON
 AU2812  USGS QUAD   -  LAFITTE (1973)
 AU2812
 AU2812                         *CURRENT SURVEY CONTROL
 AU2812  ___________________________________________________________________
 AU2812* NAD 83(1992)-  29 40 07.00954(N)    090 06 35.97003(W)     ADJUSTED  
 AU2812* NAVD 88     -         1.77   (+/-2cm)       5.8  **(feet)  VERTCON   
 AU2812  **This station is located in a subsidence area (see below).
 AU2812  ___________________________________________________________________
 AU2812  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2812  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU2812
 AU2812  HORZ ORDER  -  SECOND
 AU2812  VERT ORDER  -  THIRD ? (See Below)
 AU2812
 AU2812.The horizontal coordinates were established by classical geodetic methods
 AU2812.and adjusted by the National Geodetic Survey in January 1993..
 AU2812
 AU2812 ** The orthometric height has not been validated since last determined
 AU2812 ** by differential leveling and should not be used for control purposes.
 AU2812 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2812 ** area with valid NAVD 88 orthometric heights.
 AU2812 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2812 ** epoch indicated which incorporates improved geoid heights for the
 AU2812 ** Southern Louisiana Subsidence area.
 AU2812 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2812.The vertical order pertains to the NGVD 29 superseded value.
 AU2812
 AU2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2812
 AU2812.The geoid height was determined by GEOID03.
 AU2812
 AU2812;                    North         East     Units Scale Factor Converg.
 AU2812;SPC LA S     -   130,166.996 1,118,416.815   MT  0.99994245   +0 36 42.1
 AU2812;SPC LA S     -   427,056.22  3,669,339.17   sFT  0.99994245   +0 36 42.1
 AU2812;UTM  15      - 3,285,559.723   779,716.961   MT  1.00056550   +1 25 53.2
 AU2812
 AU2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2812!SPC LA S     -   1.00000368  x   0.99994245  =   0.99994613
 AU2812!UTM  15      -   1.00000368  x   1.00056550  =   1.00056918
 AU2812
 AU2812                          SUPERSEDED SURVEY CONTROL
 AU2812
 AU2812  NAD 83(1986)-  29 40 07.02465(N)    090 06 35.97347(W) AD(       ) 2
 AU2812  NAD 27      -  29 40 06.26439(N)    090 06 35.70697(W) AD(       ) 2
 AU2812  NGVD 29 (07/19/86)    1.86   (m)            6.1    (f) LEVELING    3  
 AU2812
 AU2812.Superseded values are not recommended for survey control.
 AU2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2812.See file dsdata.txt to determine how the superseded data were derived.
 AU2812
 AU2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7971785560(NAD 83)
 AU2812_MARKER: DD = SURVEY DISK
 AU2812_SETTING: 0 = UNSPECIFIED SETTING
 AU2812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2812
 AU2812  HISTORY     - Date     Condition        Report By
 AU2812  HISTORY     - 1932     MONUMENTED       USGS
 AU2812  HISTORY     - 1934     GOOD             CGS
 AU2812
 AU2812                          STATION DESCRIPTION
 AU2812
 AU2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2812'THE STATION WAS FOUND IN GOOD CONDITION.  IT IS AT THE END
 AU2812'OF STATE HIGHWAY 30 AND THE ROAD ON THE E BANK OF BAYOU
 AU2812'BARATARIA, ABOUT 700 FEET N OF THE JUNCTION OF THIS BAYOU WITH
 AU2812'BAYOU DUPONT, ON THE TOP OF A LEVEE ABOUT 60 FEET N OF A
 AU2812'STORE, 110 FEET SW OF A DWELLING HOUSE, AND 39.90 METERS
 AU2812'(130.9 FEET) NW OF STATION LAFITTE.
 AU2812'
 AU2812'THE STATION IS MARKED BY A STANDARD U.S.G.S. TABLET SET IN
 AU2812'THE TOP OF A CONCRETE POST.  THE TABLET IS STAMPED T.T. 24
 AU2812'L 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0768 ***********************************************************************
 CQ0768  DESIGNATION -  TT 24 WM USGS
 CQ0768  PID         -  CQ0768
 CQ0768  STATE/COUNTY-  LA/JACKSON
 CQ0768  USGS QUAD   -  CHATHAM (1982)
 CQ0768
 CQ0768                         *CURRENT SURVEY CONTROL
 CQ0768  ___________________________________________________________________
 CQ0768* NAD 83(1986)-  32 15 15.     (N)    092 25 54.     (W)     SCALED    
 CQ0768* NAVD 88     -        85.62   (+/-2cm)     280.9    (feet)  VERTCON   
 CQ0768  ___________________________________________________________________
 CQ0768  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0768
 CQ0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0768
 CQ0768.The horizontal coordinates were scaled from a topographic map and have
 CQ0768.an estimated accuracy of +/- 6 seconds.
 CQ0768
 CQ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0768.The vertical order pertains to the NGVD 29 superseded value.
 CQ0768
 CQ0768.The geoid height was determined by GEOID03.
 CQ0768
 CQ0768;                    North         East    Units  Estimated Accuracy
 CQ0768;SPC LA N     -   194,500.    1,006,440.      MT  (+/- 180 meters Scaled)
 CQ0768
 CQ0768                          SUPERSEDED SURVEY CONTROL
 CQ0768
 CQ0768  NGVD 29 (??/??/??)   85.652  (m)          281.01   (f) ADJUSTED    2 0
 CQ0768
 CQ0768.Superseded values are not recommended for survey control.
 CQ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0768.See file dsdata.txt to determine how the superseded data were derived.
 CQ0768
 CQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR535687(NAD 83)
 CQ0768_MARKER: DD = SURVEY DISK
 CQ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0768_STAMPING: TT 24 WM 1949
 CQ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0768+STABILITY: SURFACE MOTION
 CQ0768
 CQ0768  HISTORY     - Date     Condition        Report By
 CQ0768  HISTORY     - 1949     MONUMENTED       USGS
 CQ0768  HISTORY     - 1965     GOOD             CGS
 CQ0768
 CQ0768                          STATION DESCRIPTION
 CQ0768
 CQ0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ0768'6.7 MI SE FROM CHATHAM.
 CQ0768'LOCATED 3.7 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE PEOPLES BANK
 CQ0768'IN CHATHAM, THENCE 1.9 MILES TO A FORK, THENCE LEFT FOR 0.5 MILE TO A
 CQ0768'T INTERSECTION, THENCE RIGHT FOR 0.5 MILE TO THE STATION ON THE RIGHT,
 CQ0768'136 FEET WEST OF THE INTERSECTION OF THE CENTERLINE OF TWO ROADS, 25
 CQ0768'FEET SOUTH OF THE CENTER OF THE EAST WEST ROAD, 15 FEET NORTH OF AN
 CQ0768'8-INCH TRIANGULAR BLAZED PINE TREE, 1.2 FEET WEST OF A WOODEN WITNESS
 CQ0768'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.3 FEET
 CQ0768'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2821 ***********************************************************************
 BJ2821  DESIGNATION -  TT 25 C USGS RESET 1938
 BJ2821  PID         -  BJ2821
 BJ2821  STATE/COUNTY-  LA/ST TAMMANY
 BJ2821  USGS QUAD   -  MADISONVILLE (1979)
 BJ2821
 BJ2821                         *CURRENT SURVEY CONTROL
 BJ2821  ___________________________________________________________________
 BJ2821* NAD 83(1986)-  30 26 01.     (N)    090 14 36.     (W)     SCALED    
 BJ2821* NAVD 88     -         5.93   (+/-2cm)      19.5    (feet)  VERTCON   
 BJ2821  ___________________________________________________________________
 BJ2821  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BJ2821
 BJ2821  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2821
 BJ2821.The horizontal coordinates were scaled from a topographic map and have
 BJ2821.an estimated accuracy of +/- 6 seconds.
 BJ2821
 BJ2821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2821.The vertical order pertains to the NGVD 29 superseded value.
 BJ2821
 BJ2821.The geoid height was determined by GEOID03.
 BJ2821
 BJ2821;                    North         East    Units  Estimated Accuracy
 BJ2821;SPC LA S     -   214,830.    1,104,700.      MT  (+/- 180 meters Scaled)
 BJ2821
 BJ2821                          SUPERSEDED SURVEY CONTROL
 BJ2821
 BJ2821  NGVD 29 (??/??/??)    5.951  (m)           19.52   (f) ADJUSTED    2 1
 BJ2821
 BJ2821.Superseded values are not recommended for survey control.
 BJ2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2821.See file dsdata.txt to determine how the superseded data were derived.
 BJ2821
 BJ2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP647700(NAD 83)
 BJ2821_MARKER: DD = SURVEY DISK
 BJ2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2821_SP_SET: CONCRETE POST
 BJ2821_STAMPING: TT 25 C RESET 1938
 BJ2821_PROJECTION: FLUSH
 BJ2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2821+STABILITY: SURFACE MOTION
 BJ2821
 BJ2821  HISTORY     - Date     Condition        Report By
 BJ2821  HISTORY     - 1938     MONUMENTED       USGS
 BJ2821  HISTORY     - 1978     GOOD             USE
 BJ2821
 BJ2821                          STATION DESCRIPTION
 BJ2821
 BJ2821'DESCRIBED BY US ENGINEERS 1978
 BJ2821'3.5 MI WEST FROM MADISONVILLE.
 BJ2821'3.5 MILES WEST ALONG STATE HIGHWAY 22 MADISONVILLE, 1070 FT. NORTH OF
 BJ2821'CORNER SECTIONS 16, 17, 20, AND 21, 400 FT. NORTHWEST OF THE OAK PARK
 BJ2821'MOTEL, 17 FT. EAST OF THE CENTER OF THE HIGHWAY, AND ABOUT 2 FT. LOWER
 BJ2821'THEN THE HIGHWAY.
 BJ2821'THE MARK IS 2 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2360 ***********************************************************************
 BX2360  DESIGNATION -  TT 25 TX USGS
 BX2360  PID         -  BX2360
 BX2360  STATE/COUNTY-  LA/RED RIVER
 BX2360  USGS QUAD   -  HANNA (1992)
 BX2360
 BX2360                         *CURRENT SURVEY CONTROL
 BX2360  ___________________________________________________________________
 BX2360* NAD 83(1992)-  31 55 18.78769(N)    093 18 14.46766(W)     ADJUSTED  
 BX2360* NAVD 88     -        38.722  (meters)     127.04   (feet)  ADJUSTED  
 BX2360  ___________________________________________________________________
 BX2360  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BX2360  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX2360  DYNAMIC HT  -          38.677 (meters)     126.89  (feet)  COMP
 BX2360  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 BX2360
 BX2360  HORZ ORDER  -  SECOND
 BX2360  VERT ORDER  -  FIRST     CLASS I
 BX2360
 BX2360.The horizontal coordinates were established by classical geodetic methods
 BX2360.and adjusted by the National Geodetic Survey in January 1993..
 BX2360
 BX2360.The orthometric height was determined by differential leveling
 BX2360.and adjusted by the National Geodetic Survey in February 1994..
 BX2360
 BX2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2360
 BX2360.The geoid height was determined by GEOID03.
 BX2360
 BX2360.The dynamic height is computed by dividing the NAVD 88
 BX2360.geopotential number by the normal gravity value computed on the
 BX2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2360.degrees latitude (g = 980.6199 gals.).
 BX2360
 BX2360.The modeled gravity was interpolated from observed gravity values.
 BX2360
 BX2360;                    North         East     Units Scale Factor Converg.
 BX2360;SPC LA N     -   157,933.388   923,968.577   MT  0.99991474   -0 25 30.3
 BX2360;SPC LA N     -   518,153.12  3,031,386.91   sFT  0.99991474   -0 25 30.3
 BX2360;UTM  15      - 3,531,817.659   471,259.421   MT  0.99961019   -0 09 38.7
 BX2360
 BX2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2360!SPC LA N     -   0.99999800  x   0.99991474  =   0.99991274
 BX2360!UTM  15      -   0.99999800  x   0.99961019  =   0.99960819
 BX2360
 BX2360:                Primary Azimuth Mark                     Grid Az
 BX2360:SPC LA N     -  LUMBRA                                   121 05 55.6
 BX2360:UTM  15      -  LUMBRA                                   120 50 04.0
 BX2360
 BX2360|---------------------------------------------------------------------|
 BX2360| PID    Reference Object                     Distance      Geod. Az  |
 BX2360|                                                           dddmmss.s |
 BX2360| BX2867 LUMBRA                              APPROX. 3.0 KM 1204025.3 |
 BX2360| BX2868 BM TT 25 TX A                        28.586 METERS 17938     |
 BX2360|---------------------------------------------------------------------|
 BX2360
 BX2360                          SUPERSEDED SURVEY CONTROL
 BX2360
 BX2360  NAD 83(1986)-  31 55 18.80368(N)    093 18 14.45890(W) AD(       ) 2
 BX2360  NAD 27      -  31 55 18.22177(N)    093 18 13.83998(W) AD(       ) 2
 BX2360  NAVD 88 (06/15/91)   38.721  (m)          127.04   (f) UNKNOWN     1 1
 BX2360  NGVD 29 (??/??/??)   38.779  (m)          127.23   (f) ADJUSTED    1 1
 BX2360
 BX2360.Superseded values are not recommended for survey control.
 BX2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2360.See file dsdata.txt to determine how the superseded data were derived.
 BX2360
 BX2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7125931818(NAD 83)
 BX2360_MARKER: DD = SURVEY DISK
 BX2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2360_SP_SET: CONCRETE POST
 BX2360_STAMPING: TT 25 TX 1937
 BX2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2360+STABILITY: SURFACE MOTION
 BX2360
 BX2360  HISTORY     - Date     Condition        Report By
 BX2360  HISTORY     - 1969     MONUMENTED       USGS
 BX2360  HISTORY     - 1977     GOOD             NGS
 BX2360  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2360
 BX2360                          STATION DESCRIPTION
 BX2360
 BX2360'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (LGB)
 BX2360'THE STATION IS ABOUT 4 MILES SOUTHEAST OF HANNA AND AT THE
 BX2360'NORTH EDGE OF LAKE END.
 BX2360'
 BX2360'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 BX2360'174 IN THE SMALL SETTLEMENT OF LAKE END, GO NORTH ON A PAVED
 BX2360'ROAD, CROSSING RAILROAD TRACKS FOR A DISTANCE OF 0.05 MILE TO
 BX2360'THE BENCH MARK ON THE LEFT.  IT IS 58 FEET SOUTH OF A GRAVELED
 BX2360'ROAD, 53 FEET NORTH OF THE CENTER OF THE RAILROAD TRACKS, 41
 BX2360'FEET NORTHWEST OF THE CENTER OF THE PAVED ROAD AND 12 FEET
 BX2360'SOUTH OF A TELEGRAPH POLE.
 BX2360'
 BX2360'IT IS A U.S. GEOLOGICIAL SURVEY BENCH MARK DISK STAMPED TT 25 TX
 BX2360'1937, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST.
 BX2360'
 BX2360'A GEODIMETER TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 BX2360'STATION LUMBRA, DISTANCE BEING 2983.694 METERS.
 BX2360
 BX2360                          STATION RECOVERY (1977)
 BX2360
 BX2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX2360'IN LAKE END.
 BX2360'50 FEET EAST OF THE EAST RAIL, 38 FEET NORTH OF THE CENTERLINE
 BX2360'OF THE EXTENTION ROAD OF STATE HIGHWAY 174, 55 FEET WEST OF THE
 BX2360'CENTERLINE OF A GRAVEL ROAD (FORMERLY STATE HIGHWAY 20), 11 FEET
 BX2360'SOUTHWEST OF A POWERLINE POLE WITH A GUY WIRE.
 BX2360
 BX2360                          STATION RECOVERY (2001)
 BX2360
 BX2360'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3137 ***********************************************************************
 AU3137  DESIGNATION -  TT 26 L USGS 1934
 AU3137  PID         -  AU3137
 AU3137  STATE/COUNTY-  LA/LAFOURCHE
 AU3137  USGS QUAD   -  LOCKPORT (1980)
 AU3137
 AU3137                         *CURRENT SURVEY CONTROL
 AU3137  ___________________________________________________________________
 AU3137* NAD 83(1992)-  29 41 38.88914(N)    090 33 04.29540(W)     ADJUSTED  
 AU3137* NAVD 88     -         3.88   (+/-2cm)      12.7  **(feet)  VERTCON   
 AU3137  **This station is located in a subsidence area (see below).
 AU3137  ___________________________________________________________________
 AU3137  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3137  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU3137
 AU3137  HORZ ORDER  -  SECOND
 AU3137  VERT ORDER  -  THIRD ? (See Below)
 AU3137
 AU3137.The horizontal coordinates were established by classical geodetic methods
 AU3137.and adjusted by the National Geodetic Survey in January 1993..
 AU3137
 AU3137 ** The orthometric height has not been validated since last determined
 AU3137 ** by differential leveling and should not be used for control purposes.
 AU3137 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3137 ** area with valid NAVD 88 orthometric heights.
 AU3137 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3137 ** epoch indicated which incorporates improved geoid heights for the
 AU3137 ** Southern Louisiana Subsidence area.
 AU3137 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3137.The vertical order pertains to the NGVD 29 superseded value.
 AU3137
 AU3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3137
 AU3137.The geoid height was determined by GEOID03.
 AU3137
 AU3137;                    North         East     Units Scale Factor Converg.
 AU3137;SPC LA S     -   132,622.090 1,075,691.011   MT  0.99993998   +0 23 27.9
 AU3137;SPC LA S     -   435,110.97  3,529,162.93   sFT  0.99993998   +0 23 27.9
 AU3137;UTM  15      - 3,287,403.125   736,939.657   MT  1.00029274   +1 12 49.1
 AU3137
 AU3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3137!SPC LA S     -   1.00000339  x   0.99993998  =   0.99994337
 AU3137!UTM  15      -   1.00000339  x   1.00029274  =   1.00029613
 AU3137
 AU3137                          SUPERSEDED SURVEY CONTROL
 AU3137
 AU3137  NAD 83(1986)-  29 41 38.90732(N)    090 33 04.29848(W) AD(       ) 2
 AU3137  NAD 27      -  29 41 38.14391(N)    090 33 03.98963(W) AD(       ) 2
 AU3137  NGVD 29 (07/19/86)    3.94   (m)           12.9    (f) LEVELING    3  
 AU3137
 AU3137.Superseded values are not recommended for survey control.
 AU3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3137.See file dsdata.txt to determine how the superseded data were derived.
 AU3137
 AU3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3694087403(NAD 83)
 AU3137_MARKER: DD = SURVEY DISK
 AU3137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3137+STABILITY: SURFACE MOTION
 AU3137
 AU3137  HISTORY     - Date     Condition        Report By
 AU3137  HISTORY     - 1934     MONUMENTED       USGS
 AU3137
 AU3137                          STATION DESCRIPTION
 AU3137
 AU3137'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 AU3137'ABOUT 360 YARDS NW OF THE SOUTH COAST COMPANY STORE AT MATHEWS,
 AU3137'ON THE E SIDE OF THE STATE HIGHWAY 77, 30 FEET FROM ITS CENTER
 AU3137'LINE, IN THE S SIDE OF A CHURCH YARD AND ON THE N SIDE OF AN
 AU3137'EVERGREEN SCRUB FENCE.
 AU3137'
 AU3137'THE STATION IS MARKED BY A BRONZE U.S.G.S. TABLET SET IN THE
 AU3137'TOP OF A SQUARE 8-INCH CONCRETE POST, PROJECTING 2 INCHES
 AU3137'ABOVE THE GROUND.  STATION GEORGIA IS 126.85 METERS (416.2 FEET)
 AU3137'FROM THIS STATION N 56 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0294 ***********************************************************************
 BX0294  DESIGNATION -  TT 26 WM USGS
 BX0294  PID         -  BX0294
 BX0294  STATE/COUNTY-  LA/LA SALLE
 BX0294  USGS QUAD   -  OLLA WEST (1984)
 BX0294
 BX0294                         *CURRENT SURVEY CONTROL
 BX0294  ___________________________________________________________________
 BX0294* NAD 83(1986)-  31 54 57.     (N)    092 18 11.     (W)     SCALED    
 BX0294* NAVD 88     -        27.81   (+/-2cm)      91.2    (feet)  VERTCON   
 BX0294  ___________________________________________________________________
 BX0294  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BX0294
 BX0294  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0294
 BX0294.The horizontal coordinates were scaled from a topographic map and have
 BX0294.an estimated accuracy of +/- 6 seconds.
 BX0294
 BX0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0294.The vertical order pertains to the NGVD 29 superseded value.
 BX0294
 BX0294.The geoid height was determined by GEOID03.
 BX0294
 BX0294;                    North         East    Units  Estimated Accuracy
 BX0294;SPC LA N     -   157,000.    1,018,630.      MT  (+/- 180 meters Scaled)
 BX0294
 BX0294                          SUPERSEDED SURVEY CONTROL
 BX0294
 BX0294  NGVD 29 (??/??/??)   27.831  (m)           91.31   (f) ADJUSTED    2 0
 BX0294
 BX0294.Superseded values are not recommended for survey control.
 BX0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0294.See file dsdata.txt to determine how the superseded data were derived.
 BX0294
 BX0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR658313(NAD 83)
 BX0294_MARKER: DD = SURVEY DISK
 BX0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0294_STAMPING: TT 26 WM 1949
 BX0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0294+STABILITY: SURFACE MOTION
 BX0294
 BX0294  HISTORY     - Date     Condition        Report By
 BX0294  HISTORY     - 1949     MONUMENTED       USGS
 BX0294  HISTORY     - 1950     GOOD             CGS
 BX0294
 BX0294                          STATION DESCRIPTION
 BX0294
 BX0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0294'4.3 MI W FROM OLLA.
 BX0294'1.3 MILES SOUTHWEST ALONG OLD U. S. HIGHWAY NO. 165 FROM THE MISSOURI
 BX0294'PACIFIC RAILROAD STATION AT OLLA, THENCE 3.0 MILES NORTHWEST ALONG
 BX0294'STATE HIGHWAY NO. 6, AT THE CROSSING OF THE HIGHWAY AND AN OLD TRAM
 BX0294'RAILROAD, 71 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD TRAM ROAD
 BX0294'BED, 56 FEET SOUTHEAST OF THE SOUTH GUARD POST OF A CULVERT, 36 FEET
 BX0294'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST OF THE CENTER
 BX0294'LINE OF A SIDE ROAD LEADING SOUTH INTO THE WOODS, 4 FEET NORTHWEST OF
 BX0294'AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE,
 BX0294'1.6 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BX0294'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0295 ***********************************************************************
 BX0295  DESIGNATION -  TT 26 WM USGS RESET 1958
 BX0295  PID         -  BX0295
 BX0295  STATE/COUNTY-  LA/WINN
 BX0295  USGS QUAD   -  OLLA WEST (1984)
 BX0295
 BX0295                         *CURRENT SURVEY CONTROL
 BX0295  ___________________________________________________________________
 BX0295* NAD 83(1986)-  31 54 56.     (N)    092 18 11.     (W)     SCALED    
 BX0295* NAVD 88     -        27.84   (+/-2cm)      91.3    (feet)  VERTCON   
 BX0295  ___________________________________________________________________
 BX0295  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BX0295
 BX0295  VERT ORDER  -  THIRD (See Below)
 BX0295
 BX0295.The horizontal coordinates were scaled from a topographic map and have
 BX0295.an estimated accuracy of +/- 6 seconds.
 BX0295
 BX0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0295.The vertical order pertains to the NGVD 29 superseded value.
 BX0295
 BX0295.The geoid height was determined by GEOID03.
 BX0295
 BX0295;                    North         East    Units  Estimated Accuracy
 BX0295;SPC LA N     -   156,970.    1,018,630.      MT  (+/- 180 meters Scaled)
 BX0295
 BX0295                          SUPERSEDED SURVEY CONTROL
 BX0295
 BX0295  NGVD 29 (??/??/??)   27.86   (m)           91.4    (f) RESET       3  
 BX0295
 BX0295.Superseded values are not recommended for survey control.
 BX0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0295.See file dsdata.txt to determine how the superseded data were derived.
 BX0295
 BX0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR658312(NAD 83)
 BX0295_MARKER: DE = TRAVERSE STATION DISK
 BX0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0295_STAMPING: TT 26 WM RESET 1958
 BX0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0295+STABILITY: SURFACE MOTION
 BX0295
 BX0295  HISTORY     - Date     Condition        Report By
 BX0295  HISTORY     - 1958     MONUMENTED       CGS
 BX0295
 BX0295                          STATION DESCRIPTION
 BX0295
 BX0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0295'20.6 MI E FROM WINNFIELD.
 BX0295'6.4 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN WINNFIELD,
 BX0295'THENCE 14.2 MILES EAST ALONG STATE HIGHWAY 124, 0.65 MILE EAST OF THE
 BX0295'WINN-LASALLE PARISH LINE, 62 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 BX0295'HIGHWAY, 18 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 12-INCH PINE
 BX0295'TREE, 99 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE OLD ROADBED OF THE
 BX0295'OLD TRAM RAILROAD, 2 FEET SOUTHWEST OF A WITNESS POST AND SET IN TOP
 BX0295'OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1880 ***********************************************************************
 CP1880  DESIGNATION -  TT 27
 CP1880  PID         -  CP1880
 CP1880  STATE/COUNTY-  LA/FRANKLIN
 CP1880  USGS QUAD   -  FT NECESSITY (1983)
 CP1880
 CP1880                         *CURRENT SURVEY CONTROL
 CP1880  ___________________________________________________________________
 CP1880* NAD 83(1992)-  32 03 50.14016(N)    091 47 20.86430(W)     ADJUSTED  
 CP1880* NAVD 88     -        20.32   (+/-2cm)      66.7    (feet)  VERTCON   
 CP1880  ___________________________________________________________________
 CP1880  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CP1880  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP1880
 CP1880  HORZ ORDER  -  SECOND
 CP1880  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1880
 CP1880.The horizontal coordinates were established by classical geodetic methods
 CP1880.and adjusted by the National Geodetic Survey in May 1994..
 CP1880
 CP1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1880.The vertical order pertains to the NGVD 29 superseded value.
 CP1880
 CP1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1880
 CP1880.The geoid height was determined by GEOID03.
 CP1880
 CP1880;                    North         East     Units Scale Factor Converg.
 CP1880;SPC LA N     -   173,620.764 1,067,119.802   MT  0.99991798   +0 22 33.0
 CP1880;SPC LA N     -   569,620.79  3,501,042.22   sFT  0.99991798   +0 22 33.0
 CP1880;UTM  15      - 3,548,162.864   614,297.555   MT  0.99976111   +0 38 34.4
 CP1880
 CP1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1880!SPC LA N     -   1.00000090  x   0.99991798  =   0.99991888
 CP1880!UTM  15      -   1.00000090  x   0.99976111  =   0.99976201
 CP1880
 CP1880                          SUPERSEDED SURVEY CONTROL
 CP1880
 CP1880  NAD 83(1992)-  32 03 50.14082(N)    091 47 20.86321(W) AD(       ) 2
 CP1880  NAD 83(1986)-  32 03 50.15351(N)    091 47 20.85879(W) AD(       ) 2
 CP1880  NAD 27      -  32 03 49.59205(N)    091 47 20.39948(W) AD(       ) 2
 CP1880  NGVD 29 (??/??/92)   20.334  (m)           66.71   (f) ADJ UNCH    1 2
 CP1880
 CP1880.Superseded values are not recommended for survey control.
 CP1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1880.See file dsdata.txt to determine how the superseded data were derived.
 CP1880
 CP1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1429848163(NAD 83)
 CP1880_MARKER: DD = SURVEY DISK
 CP1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1880_SP_SET: CONCRETE POST
 CP1880_STAMPING: TT 27 EV 1956
 CP1880_MARK LOGO: USGS  
 CP1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1880+STABILITY: SURFACE MOTION
 CP1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1880+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1987
 CP1880
 CP1880  HISTORY     - Date     Condition        Report By
 CP1880  HISTORY     - 1971     MONUMENTED       LADTD
 CP1880  HISTORY     - 1966     GOOD             NGS
 CP1880  HISTORY     - 19871105 GOOD             LADTD
 CP1880
 CP1880                          STATION DESCRIPTION
 CP1880
 CP1880'DESCRIBED BY LA TRANSP AND DEV 1971 (WWS)
 CP1880'THE STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF WINNSBORO,
 CP1880'7-1/2 MILES WEST-NORTHWEST OF GILBERT, 6 MILES SOUTHEAST OF
 CP1880'LIDDIEVILLE AND 2-1/2 MILES NORTHEAST OF FORT NECESSITY.  IT IS
 CP1880'IN THE SOUTHEAST 1/4 SECTION OF 31, T 13 N, R 7 E, ON LAND
 CP1880'OWNED BY MR. W.N. BONNER, STAR ROUTE SOUTH, WINNSBORO,
 CP1880'LOUISIANA 71295.
 CP1880'
 CP1880'TO REACH THE STATION FROM FORT NECESSITY, AT THE JUNCTION OF
 CP1880'STATE HIGHWAY 4 AND 562, GO EAST ON STATE HIGHWAY 4 FOR 1.1 MILE
 CP1880'TO FORKS AND JUNCTION WITH STATE HIGHWAY 128.  TAKE THE LEFT
 CP1880'FORK AND GO NORTHEASTERLY ON STATE HIGHWAY 4 FOR 1.3 MILES TO
 CP1880'A METAL GATE ON THE RIGHT, TURN RIGHT PASSING THROUGH GATE AND
 CP1880'THE STATION ON THE LEFT AS DESCRIBED.
 CP1880'
 CP1880'BENCH MARK TT 27, IS A STANDARD GEOLOGICAL BENCH MARK DISK
 CP1880'STAMPED TT 27 EV 1956, IS SET IN THE TOP OF A 6X6 INCH
 CP1880'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT IS
 CP1880'39 FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 4,
 CP1880'38 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF DIRT
 CP1880'ROAD, 1 FOOT WEST-NORTHWEST OF FENCELINE AND 0.85 FEET SOUTHEAST
 CP1880'OF METAL WITNESS POST WITH SIGN ATTACHED.
 CP1880
 CP1880                          STATION RECOVERY (1966)
 CP1880
 CP1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CP1880'2.45 MI NE FROM FT NECESSITY.
 CP1880'ABOUT 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 CP1880'AT FT. NECESSITY, IN SECTION 31, T 13 N, R 7 E, AT THE JUNCTION OF A
 CP1880'PRIVATE ROAD LEADING SOUTHEAST, 40 FEET SOUTHEAST OF THE CENTER LINE
 CP1880'OF THE HIGHWAY, 36 FEET NORTHEAST OF THE CENTER LINE OF THE PRIVATE
 CP1880'ROAD AND THE CENTER OF AN ALUMINUM GATE, 16 FEET NORTHEAST OF A BRACE
 CP1880'POLE FOR A POWER LINE, 1 FOOT NORTHWEST OF A FENCE, 0.7 FOOT SOUTHEAST
 CP1880'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CP1880'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CP1880
 CP1880                          STATION RECOVERY (1987)
 CP1880
 CP1880'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1880'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) NORTHEAST OF FORT
 CP1880'NECESSITY, IN SECTION 31, T 13 N, R 7 E.  OWNERSHIP--LOUISIANA
 CP1880'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP1880'TO REACH THE STATION FROM THE POST OFFICE IN FORT NECESSITY GO EAST
 CP1880'FOR 3.9 KM (2.40 MI) ON STATE HIGHWAY 4 TO THE MARK AT THE JUNCTION OF
 CP1880'A PRIVATE ROAD LEADING SOUTHEAST.
 CP1880'THE STATION IS 12.2 M (40.0 FT) SOUTHEAST FROM THE CENTER OF THE
 CP1880'HIGHWAY, 11.0 M (36.1 FT) NORTHEAST FROM THE CENTER OF THE PRIVATE
 CP1880'ROAD AND AN ALUMINUM GATE, 4.9 M (16.1 FT) NORTHEAST FROM A BRACE
 CP1880'POLE, 0.3 M (1.0 FT) NORTWEST FROM A FENCE AND 0.2 M (0.7 FT)
 CP1880'SOUTHEAST FROM A METAL WITNESS POST.  THE MARK IS PROJECTING 10 CM
 CP1880'ABOVE THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 CP1880'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1873 ***********************************************************************
 CP1873  DESIGNATION -  TT 28
 CP1873  PID         -  CP1873
 CP1873  STATE/COUNTY-  LA/FRANKLIN
 CP1873  USGS QUAD   -  FT NECESSITY (1983)
 CP1873
 CP1873                         *CURRENT SURVEY CONTROL
 CP1873  ___________________________________________________________________
 CP1873* NAD 83(1986)-  32 03 43.     (N)    091 50 48.     (W)     SCALED    
 CP1873* NAVD 88     -        19.22   (+/-2cm)      63.1    (feet)  VERTCON   
 CP1873  ___________________________________________________________________
 CP1873  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP1873
 CP1873  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1873
 CP1873.The horizontal coordinates were scaled from a topographic map and have
 CP1873.an estimated accuracy of +/- 6 seconds.
 CP1873
 CP1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1873.The vertical order pertains to the NGVD 29 superseded value.
 CP1873
 CP1873.The geoid height was determined by GEOID03.
 CP1873
 CP1873;                    North         East    Units  Estimated Accuracy
 CP1873;SPC LA N     -   173,370.    1,061,690.      MT  (+/- 180 meters Scaled)
 CP1873
 CP1873                          SUPERSEDED SURVEY CONTROL
 CP1873
 CP1873  NGVD 29 (??/??/92)   19.239  (m)           63.12   (f) ADJ UNCH    1 2
 CP1873
 CP1873.Superseded values are not recommended for survey control.
 CP1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1873.See file dsdata.txt to determine how the superseded data were derived.
 CP1873
 CP1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR088478(NAD 83)
 CP1873_MARKER: DD = SURVEY DISK
 CP1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1873_STAMPING: TT 28 1956 63
 CP1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1873+STABILITY: SURFACE MOTION
 CP1873
 CP1873  HISTORY     - Date     Condition        Report By
 CP1873  HISTORY     - 1956     MONUMENTED       USGS
 CP1873  HISTORY     - 1966     GOOD             NGS
 CP1873
 CP1873                          STATION DESCRIPTION
 CP1873
 CP1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1873'1.9 MI NW FROM FT NECESSITY.
 CP1873'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 CP1873'AT FT. NECESSITY, IN SECTION 34, T 13 N, R 6 E, AT THE FT. NECESSITY
 CP1873'SCHOOL AND ROSENWALD CHURCH, 41 FEET SOUTH OF THE CENTER LINE OF THE
 CP1873'HIGHWAY, 188 FEET NORTH OF THE NORTHWEST CORNER OF THE SCHOOL, 176
 CP1873'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 25 FEET
 CP1873'WEST OF THE CENTER OF AN ENTRANCE ROAD TO THE CHURCH AND SCHOOL, 1
 CP1873'FOOT NORTH OF A FENCE, 0.5 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1
 CP1873'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CP1873'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0375 ***********************************************************************
 BX0375  DESIGNATION -  TT 28 WM USGS RESET 1958
 BX0375  PID         -  BX0375
 BX0375  STATE/COUNTY-  LA/WINN
 BX0375  USGS QUAD   -  FLAT CREEK (1984)
 BX0375
 BX0375                         *CURRENT SURVEY CONTROL
 BX0375  ___________________________________________________________________
 BX0375* NAD 83(1986)-  31 55 01.     (N)    092 23 03.     (W)     SCALED    
 BX0375* NAVD 88     -        34.26   (+/-2cm)     112.4    (feet)  VERTCON   
 BX0375  ___________________________________________________________________
 BX0375  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0375
 BX0375  VERT ORDER  -  THIRD (See Below)
 BX0375
 BX0375.The horizontal coordinates were scaled from a topographic map and have
 BX0375.an estimated accuracy of +/- 6 seconds.
 BX0375
 BX0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0375.The vertical order pertains to the NGVD 29 superseded value.
 BX0375
 BX0375.The geoid height was determined by GEOID03.
 BX0375
 BX0375;                    North         East    Units  Estimated Accuracy
 BX0375;SPC LA N     -   157,110.    1,010,950.      MT  (+/- 180 meters Scaled)
 BX0375
 BX0375                          SUPERSEDED SURVEY CONTROL
 BX0375
 BX0375  NGVD 29 (??/??/??)   34.28   (m)          112.5    (f) RESET       3  
 BX0375
 BX0375.Superseded values are not recommended for survey control.
 BX0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0375.See file dsdata.txt to determine how the superseded data were derived.
 BX0375
 BX0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR582313(NAD 83)
 BX0375_MARKER: DD = SURVEY DISK
 BX0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0375_STAMPING: TT 28 WM RESET 1958
 BX0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0375+STABILITY: SURFACE MOTION
 BX0375
 BX0375  HISTORY     - Date     Condition        Report By
 BX0375  HISTORY     - 1958     MONUMENTED       CGS
 BX0375
 BX0375                          STATION DESCRIPTION
 BX0375
 BX0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0375'15.8 MI E FROM WINNFIELD.
 BX0375'6.4 MILES EAST ALONG STATE HIGHWAY 84 FROM THE COURTHOUSE IN
 BX0375'WINNFIELD, THENCE 9.4 MILES EAST ALONG STATE HIGHWAY 124, 455 FEET
 BX0375'WEST OF THE CENTER OF THE ROAD LEADING NORTH TO THE BEACH CREEK
 BX0375'BAPTIST CHURCH, 48 FEET NORTH OF THE CENTER OF STATE HIGHWAY 124, 2
 BX0375'FEET NORTHEAST OF A WITNESS POST, AND 11 FEET WEST OF AN 8-INCH
 BX0375'TRIANGULAR BLAZED OAK TREE.  THE DISK IS SET IN THE TOP OF A 12-INCH
 BX0375'ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1286 ***********************************************************************
 BK1286  DESIGNATION -  TT 29 N USGS
 BK1286  PID         -  BK1286
 BK1286  STATE/COUNTY-  LA/VERNON
 BK1286  USGS QUAD   -  ROSEPINE (1994)
 BK1286
 BK1286                         *CURRENT SURVEY CONTROL
 BK1286  ___________________________________________________________________
 BK1286* NAD 83(1986)-  30 53 24.     (N)    093 17 01.     (W)     SCALED    
 BK1286* NAVD 88     -        53.74   (+/-2cm)     176.3    (feet)  VERTCON   
 BK1286  ___________________________________________________________________
 BK1286  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BK1286
 BK1286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1286
 BK1286.The horizontal coordinates were scaled from a topographic map and have
 BK1286.an estimated accuracy of +/- 6 seconds.
 BK1286
 BK1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1286.The vertical order pertains to the NGVD 29 superseded value.
 BK1286
 BK1286.The geoid height was determined by GEOID03.
 BK1286
 BK1286;                    North         East    Units  Estimated Accuracy
 BK1286;SPC LA N     -    43,510.      925,070.      MT  (+/- 180 meters Scaled)
 BK1286
 BK1286                          SUPERSEDED SURVEY CONTROL
 BK1286
 BK1286  NGVD 29 (??/??/??)   53.895  (m)          176.82   (f) ADJUSTED    2 0
 BK1286
 BK1286.Superseded values are not recommended for survey control.
 BK1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1286.See file dsdata.txt to determine how the superseded data were derived.
 BK1286
 BK1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ728174(NAD 83)
 BK1286_MARKER: DD = SURVEY DISK
 BK1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1286_STAMPING: TT 29 N 1934
 BK1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1286+STABILITY: SURFACE MOTION
 BK1286
 BK1286  HISTORY     - Date     Condition        Report By
 BK1286  HISTORY     - 1934     MONUMENTED       USGS
 BK1286  HISTORY     - 1943     GOOD             CGS
 BK1286  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1286  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1286
 BK1286                          STATION DESCRIPTION
 BK1286
 BK1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1286'3.1 MI N FROM DE RIDDER.
 BK1286'IN VERNON PARISH, 3.1 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1286'RAILWAY FROM DE RIDDER, BEAUREGARD PARISH, 2.7 MILES SOUTH OF ROSE
 BK1286'PINE, 0.1 MILE SOUTH OF MILEPOST 686, 210 YARDS WEST OF THE TRACK,
 BK1286'OPPOSITE THE JUNCTION OF A ROAD LEADING WEST, 50 FEET EAST OF THE
 BK1286'CENTERLINE OF U.S. HIGHWAY 171, AT THE CORNER OF A FENCE AROUND A
 BK1286'FARMHOUSE YARD, AND 171 FEET SOUTH OF THE ENTRANCE TO A COUNTRY CLUB.
 BK1286'A STANDARD DISK, STAMPED TT 29 N 1934 AND SET IN THE TOP OF A CONCRETE
 BK1286'POST.
 BK1286
 BK1286                          STATION RECOVERY (1994)
 BK1286
 BK1286'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1286'MARK NOT FOUND.
 BK1286
 BK1286                          STATION RECOVERY (2001)
 BK1286
 BK1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1286'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0065 ***********************************************************************
 BK0065  DESIGNATION -  TT 3 R USGS
 BK0065  PID         -  BK0065
 BK0065  STATE/COUNTY-  LA/EVANGELINE
 BK0065  USGS QUAD   -  MAMOU (1983)
 BK0065
 BK0065                         *CURRENT SURVEY CONTROL
 BK0065  ___________________________________________________________________
 BK0065* NAD 83(1986)-  30 41 34.     (N)    092 23 51.     (W)     SCALED    
 BK0065* NAVD 88     -        21.54   (+/-2cm)      70.7    (feet)  VERTCON   
 BK0065  ___________________________________________________________________
 BK0065  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0065
 BK0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0065
 BK0065.The horizontal coordinates were scaled from a topographic map and have
 BK0065.an estimated accuracy of +/- 6 seconds.
 BK0065
 BK0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0065.The vertical order pertains to the NGVD 29 superseded value.
 BK0065
 BK0065.The geoid height was determined by GEOID03.
 BK0065
 BK0065;                    North         East    Units  Estimated Accuracy
 BK0065;SPC LA S     -   243,540.      898,050.      MT  (+/- 180 meters Scaled)
 BK0065
 BK0065                          SUPERSEDED SURVEY CONTROL
 BK0065
 BK0065  NGVD 29 (??/??/??)   21.510  (m)           70.57   (f) ADJUSTED    2 0
 BK0065
 BK0065.Superseded values are not recommended for survey control.
 BK0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0065.See file dsdata.txt to determine how the superseded data were derived.
 BK0065
 BK0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP577957(NAD 83)
 BK0065_MARKER: DD = SURVEY DISK
 BK0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0065_STAMPING: TT 3 R 1934
 BK0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0065+STABILITY: SURFACE MOTION
 BK0065
 BK0065  HISTORY     - Date     Condition        Report By
 BK0065  HISTORY     - 1934     MONUMENTED       USGS
 BK0065  HISTORY     - 1961     GOOD             CGS
 BK0065
 BK0065                          STATION DESCRIPTION
 BK0065
 BK0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0065'IN VIDRINE.
 BK0065'AT VIDRINE, 209 FEET NORTH OF THE NORTHWEST CORNER OF THE HIGH SCHOOL
 BK0065'BUILDING, 50 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 376, 39
 BK0065'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 10, 63 FEET NORTHEAST
 BK0065'OF THE INTERSECTION OF THE HIGHWAYS, 7 FEET EAST OF A POWER POLE, 7
 BK0065'FEET NORTH OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, ABOUT 1 FOOT
 BK0065'ABOVE THE LEVEL OF THE HIGHWAYS, AND SET IN THE TOP OF A CONCRETE POST
 BK0065'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2786 ***********************************************************************
 BX2786  DESIGNATION -  TT 3 TX USGS 1941
 BX2786  PID         -  BX2786
 BX2786  STATE/COUNTY-  LA/NATCHITOCHES
 BX2786  USGS QUAD   -  CAMPTI (1996)
 BX2786
 BX2786                         *CURRENT SURVEY CONTROL
 BX2786  ___________________________________________________________________
 BX2786* NAD 83(1992)-  31 55 33.98139(N)    093 05 09.13997(W)     ADJUSTED  
 BX2786* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 BX2786  ___________________________________________________________________
 BX2786  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BX2786  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX2786
 BX2786  HORZ ORDER  -  SECOND
 BX2786
 BX2786.The horizontal coordinates were established by classical geodetic methods
 BX2786.and adjusted by the National Geodetic Survey in January 1993..
 BX2786
 BX2786.The orthometric height was scaled from a topographic map.
 BX2786
 BX2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2786
 BX2786.The geoid height was determined by GEOID03.
 BX2786
 BX2786;                    North         East     Units Scale Factor Converg.
 BX2786;SPC LA N     -   158,269.044   944,599.733   MT  0.99991475   -0 18 35.1
 BX2786;SPC LA N     -   519,254.36  3,099,074.29   sFT  0.99991475   -0 18 35.1
 BX2786;UTM  15      - 3,532,248.359   491,882.411   MT  0.99960081   -0 02 43.5
 BX2786
 BX2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2786!SPC LA N     -   0.99999733  x   0.99991475  =   0.99991208
 BX2786!UTM  15      -   0.99999733  x   0.99960081  =   0.99959814
 BX2786
 BX2786                          SUPERSEDED SURVEY CONTROL
 BX2786
 BX2786  NAD 83(1986)-  31 55 33.99587(N)    093 05 09.13166(W) AD(       ) 2
 BX2786  NAD 27      -  31 55 33.41500(N)    093 05 08.54600(W) AD(       ) 2
 BX2786
 BX2786.Superseded values are not recommended for survey control.
 BX2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2786.See file dsdata.txt to determine how the superseded data were derived.
 BX2786
 BX2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9188232248(NAD 83)
 BX2786_MARKER: DB = BENCH MARK DISK
 BX2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2786+STABILITY: SURFACE MOTION
 BX2786
 BX2786  HISTORY     - Date     Condition        Report By
 BX2786  HISTORY     - 1941     MONUMENTED       USGS
 BX2786  HISTORY     - 19950507 MARK NOT FOUND   USPSQD
 BX2786  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2786
 BX2786                          STATION DESCRIPTION
 BX2786
 BX2786'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (HJH)
 BX2786'STATION IS ABOUT 3 MILES NE OF THE VILLAGE OF CAMPTI ON THE SE
 BX2786'SIDE OF STATE HIGHWAY 50, 2.15 MILES NE OF THE WOODROW STOVALL
 BX2786'GAS STATION AND CAFE AT THE INTERSECTION OF U.S. HIGHWAY 71
 BX2786'AND 84 AND STATE HIGHWAY 50.  IT IS IN THE S CORNER OF A T-ROAD
 BX2786'INTERSECTION, 31 FEET SE OF THE CENTER LINE OF STATE HIGHWAY 50,
 BX2786'AND 24 FEET SW OF THE CENTER OF DIRT ROAD.  STATION IS A
 BX2786'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK, IN A 6-INCH
 BX2786'SQUARE CONCRETE POST, PROJECTING ABOUT 2 INCHES AND
 BX2786'STAMPED TT 3 TX 1936.
 BX2786'
 BX2786'STATION IS LOCATED BY TRAVERSE FROM STATION CAMPTI.
 BX2786
 BX2786                          STATION RECOVERY (1995)
 BX2786
 BX2786'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2786'MARK NOT FOUND.
 BX2786
 BX2786                          STATION RECOVERY (2001)
 BX2786
 BX2786'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BX2786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1281 ***********************************************************************
 BK1281  DESIGNATION -  TT 30 N USGS
 BK1281  PID         -  BK1281
 BK1281  STATE/COUNTY-  LA/VERNON
 BK1281  USGS QUAD   -  ROSEPINE (1994)
 BK1281
 BK1281                         *CURRENT SURVEY CONTROL
 BK1281  ___________________________________________________________________
 BK1281* NAD 83(1986)-  30 56 28.     (N)    093 16 55.     (W)     SCALED    
 BK1281* NAVD 88     -        64.90   (+/-2cm)     212.9    (feet)  VERTCON   
 BK1281  ___________________________________________________________________
 BK1281  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BK1281
 BK1281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1281
 BK1281.The horizontal coordinates were scaled from a topographic map and have
 BK1281.an estimated accuracy of +/- 6 seconds.
 BK1281
 BK1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1281.The vertical order pertains to the NGVD 29 superseded value.
 BK1281
 BK1281.The geoid height was determined by GEOID03.
 BK1281
 BK1281;                    North         East    Units  Estimated Accuracy
 BK1281;SPC LA N     -    49,180.      925,270.      MT  (+/- 180 meters Scaled)
 BK1281
 BK1281                          SUPERSEDED SURVEY CONTROL
 BK1281
 BK1281  NGVD 29 (??/??/??)   65.068  (m)          213.48   (f) ADJUSTED    2 0
 BK1281
 BK1281.Superseded values are not recommended for survey control.
 BK1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1281.See file dsdata.txt to determine how the superseded data were derived.
 BK1281
 BK1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ730231(NAD 83)
 BK1281_MARKER: DD = SURVEY DISK
 BK1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1281_STAMPING: TT 30 N 1934
 BK1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1281+STABILITY: SURFACE MOTION
 BK1281
 BK1281  HISTORY     - Date     Condition        Report By
 BK1281  HISTORY     - 1934     MONUMENTED       USGS
 BK1281  HISTORY     - 1941     GOOD             CGS
 BK1281  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1281  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1281
 BK1281                          STATION DESCRIPTION
 BK1281
 BK1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 BK1281'6.7 MI N FROM DE RIDDER.
 BK1281'IN VERNON PARISH, 6.7 MILES NORTH ALONG THE KANSAS CITY SOUTHERN
 BK1281'RAILWAY FROM THE STATION AT DE RIDDER, BEAUREGARD PARISH, 1.4 MILES
 BK1281'NORTH OF ROSE PINE, 0.5 MILE NORTH OF MILEPOST 683, 42 FEET SOUTH OF
 BK1281'THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 150 FEET WEST OF
 BK1281'THE CENTERLINE OF THE TRACK, AND 60 FEET WEST OF THE CENTERLINE OF THE
 BK1281'U.S. HIGHWAY 171.  A STANDARD DISK, STAMPED TT 30 N 1934 AND SET IN
 BK1281'THE TOP OF A CONCRETE POST.
 BK1281
 BK1281                          STATION RECOVERY (1994)
 BK1281
 BK1281'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1281'MARK NOT FOUND.
 BK1281
 BK1281                          STATION RECOVERY (2001)
 BK1281
 BK1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1281'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0505 ***********************************************************************
 BX0505  DESIGNATION -  TT 30 WM USGS
 BX0505  PID         -  BX0505
 BX0505  STATE/COUNTY-  LA/LA SALLE
 BX0505  USGS QUAD   -  LITTLE CREEK (1985)
 BX0505
 BX0505                         *CURRENT SURVEY CONTROL
 BX0505  ___________________________________________________________________
 BX0505* NAD 83(1986)-  31 44 18.     (N)    092 17 47.     (W)     SCALED    
 BX0505* NAVD 88     -        52.79   (+/-2cm)     173.2    (feet)  VERTCON   
 BX0505  ___________________________________________________________________
 BX0505  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0505
 BX0505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0505
 BX0505.The horizontal coordinates were scaled from a topographic map and have
 BX0505.an estimated accuracy of +/- 6 seconds.
 BX0505
 BX0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0505.The vertical order pertains to the NGVD 29 superseded value.
 BX0505
 BX0505.The geoid height was determined by GEOID03.
 BX0505
 BX0505;                    North         East    Units  Estimated Accuracy
 BX0505;SPC LA N     -   137,320.    1,019,290.      MT  (+/- 180 meters Scaled)
 BX0505
 BX0505                          SUPERSEDED SURVEY CONTROL
 BX0505
 BX0505  NGVD 29 (??/??/??)   52.793  (m)          173.21   (f) ADJUSTED    2 0
 BX0505
 BX0505.Superseded values are not recommended for survey control.
 BX0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0505.See file dsdata.txt to determine how the superseded data were derived.
 BX0505
 BX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR666116(NAD 83)
 BX0505_MARKER: DD = SURVEY DISK
 BX0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0505_STAMPING: TT 30 WM 1949
 BX0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0505+STABILITY: SURFACE MOTION
 BX0505
 BX0505  HISTORY     - Date     Condition        Report By
 BX0505  HISTORY     - 1949     MONUMENTED       USGS
 BX0505  HISTORY     - 1950     GOOD             CGS
 BX0505
 BX0505                          STATION DESCRIPTION
 BX0505
 BX0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0505'7.5 MI S FROM TULLOS.
 BX0505'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0505'U.S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 3.0 MILES SOUTHWEST ALONG A
 BX0505'DIRT ROAD.  112.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH,
 BX0505'57 FEET WEST OF THE CENTER LINE OF THE ROAD, 7.6 FEET WEST OF A FENCE
 BX0505'CORNER AT THE NORTHEAST CORNER OF A CEMETERY, 2.0 FEET NORTH OF A
 BX0505'FENCE ALONG THE NORTH SIDE OF THE CEMETERY, AND SET IN THE TOP OF A
 BX0505'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0503 ***********************************************************************
 BX0503  DESIGNATION -  TT 31 WM USGS
 BX0503  PID         -  BX0503
 BX0503  STATE/COUNTY-  LA/LA SALLE
 BX0503  USGS QUAD   -  TULLOS (1984)
 BX0503
 BX0503                         *CURRENT SURVEY CONTROL
 BX0503  ___________________________________________________________________
 BX0503* NAD 83(1986)-  31 46 01.     (N)    092 16 53.     (W)     SCALED    
 BX0503* NAVD 88     -        63.57   (+/-2cm)     208.6    (feet)  VERTCON   
 BX0503  ___________________________________________________________________
 BX0503  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0503
 BX0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0503
 BX0503.The horizontal coordinates were scaled from a topographic map and have
 BX0503.an estimated accuracy of +/- 6 seconds.
 BX0503
 BX0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0503.The vertical order pertains to the NGVD 29 superseded value.
 BX0503
 BX0503.The geoid height was determined by GEOID03.
 BX0503
 BX0503;                    North         East    Units  Estimated Accuracy
 BX0503;SPC LA N     -   140,490.    1,020,710.      MT  (+/- 180 meters Scaled)
 BX0503
 BX0503                          SUPERSEDED SURVEY CONTROL
 BX0503
 BX0503  NGVD 29 (??/??/??)   63.573  (m)          208.57   (f) ADJUSTED    2 0
 BX0503
 BX0503.Superseded values are not recommended for survey control.
 BX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0503.See file dsdata.txt to determine how the superseded data were derived.
 BX0503
 BX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR680148(NAD 83)
 BX0503_MARKER: DD = SURVEY DISK
 BX0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0503_STAMPING: TT 31 WM 1949
 BX0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0503+STABILITY: SURFACE MOTION
 BX0503
 BX0503  HISTORY     - Date     Condition        Report By
 BX0503  HISTORY     - 1949     MONUMENTED       USGS
 BX0503  HISTORY     - 1950     GOOD             CGS
 BX0503  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0503
 BX0503                          STATION DESCRIPTION
 BX0503
 BX0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0503'5.1 MI SE FROM TULLOS.
 BX0503'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 84 FROM THE INTERSECTION OF
 BX0503'U.S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 0.6 MILE SOUTHWEST ALONG A
 BX0503'DIRT ROAD.  82 FEET SOUTH OF THE CENTER OF A ROAD INTERSECTION, 28
 BX0503'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 3.7
 BX0503'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BX0503'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BX0503
 BX0503                          STATION RECOVERY (1981)
 BX0503
 BX0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2754 ***********************************************************************
 BX2754  DESIGNATION -  TT 32 LS
 BX2754  PID         -  BX2754
 BX2754  STATE/COUNTY-  LA/GRANT
 BX2754  USGS QUAD   -  DRY PRONG (1985)
 BX2754
 BX2754                         *CURRENT SURVEY CONTROL
 BX2754  ___________________________________________________________________
 BX2754* NAD 83(1992)-  31 31 11.59403(N)    092 32 41.70273(W)     ADJUSTED  
 BX2754* NAVD 88     -        62.45   (+/-2cm)     204.9    (feet)  VERTCON   
 BX2754  ___________________________________________________________________
 BX2754  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BX2754  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2754
 BX2754  HORZ ORDER  -  FIRST
 BX2754  VERT ORDER  -  THIRD ? (See Below)
 BX2754
 BX2754.The horizontal coordinates were established by classical geodetic methods
 BX2754.and adjusted by the National Geodetic Survey in January 1993..
 BX2754
 BX2754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2754.The vertical order pertains to the NGVD 29 superseded value.
 BX2754
 BX2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2754
 BX2754.The geoid height was determined by GEOID03.
 BX2754
 BX2754;                    North         East     Units Scale Factor Converg.
 BX2754;SPC LA N     -   113,081.331   995,733.906   MT  0.99993869   -0 01 25.5
 BX2754;SPC LA N     -   371,001.00  3,266,836.99   sFT  0.99993869   -0 01 25.5
 BX2754;UTM  15      - 3,487,310.535   543,207.665   MT  0.99962303   +0 14 16.5
 BX2754
 BX2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2754!SPC LA N     -   0.99999428  x   0.99993869  =   0.99993297
 BX2754!UTM  15      -   0.99999428  x   0.99962303  =   0.99961731
 BX2754
 BX2754|---------------------------------------------------------------------|
 BX2754| PID    Reference Object                     Distance      Geod. Az  |
 BX2754|                                                           dddmmss.s |
 BX2754| CY5753 TT 32 LS RM 1                        49.057 METERS 06013     |
 BX2754| CY5752 TT 32 LS AZ MK                                     0862537.7 |
 BX2754| CY5754 TT 32 LS RM 2                        43.221 METERS 25520     |
 BX2754|---------------------------------------------------------------------|
 BX2754
 BX2754                          SUPERSEDED SURVEY CONTROL
 BX2754
 BX2754  NAD 83(1986)-  31 31 11.61331(N)    092 32 41.69670(W) AD(       ) 1
 BX2754  NAD 27      -  31 31 10.97601(N)    092 32 41.18322(W) AD(       ) 1
 BX2754  NGVD 29 (07/19/86)   62.44   (m)          204.9    (f) LEVELING    3  
 BX2754
 BX2754.Superseded values are not recommended for survey control.
 BX2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2754.See file dsdata.txt to determine how the superseded data were derived.
 BX2754
 BX2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4320887311(NAD 83)
 BX2754_MARKER: DD = SURVEY DISK
 BX2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2754
 BX2754  HISTORY     - Date     Condition        Report By
 BX2754  HISTORY     - 1934     MONUMENTED       USGS
 BX2754  HISTORY     - 1936     GOOD             LAGS
 BX2754  HISTORY     - 1960     GOOD             CGS
 BX2754
 BX2754                          STATION DESCRIPTION
 BX2754
 BX2754'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 BX2754'MARK FOUND IN GOOD CONDITION.  DESCRIPTION BY W.M. FOLLOWS--ABOUT
 BX2754'3 MILES W OF BENTLEY, A SMALL VILLAGE ON U.S. HIGHWAY 167,
 BX2754'AT OAK GROVE CHURCH AND SCHOOL.  STATION IS VERY NEAR N
 BX2754'1/4 CORNER SEC. 11, T 6 N, R 2 W.
 BX2754'
 BX2754'MARK IS U.S.G.S. BRASS TABLET IN TOP OF CONCRETE POST 8
 BX2754'INCHES SQUARE, ABOUT 20 FEET S OF GRAVELED ROAD, 50 YARDS
 BX2754'SE OF OAK GROVE SCHOOL AND 25 YARDS NE OF NE CORNER OF CEMETERY.
 BX2754'
 BX2754'REACHED FROM BENTLEY BY HIGHWAY 19 W 3.4 MILES TO STATION.
 BX2754'
 BX2754'DESCRIPTION ADEQUATE, WITH THE FOLLOWING ADDITIONS.  REFERENCE
 BX2754'MARK NO. 1 ADDED, NE OF STATION 49.057 METERS (160.95 FEET).
 BX2754'REFERENCE MARK NO. 2 ADDED, W OF STATION 43.221 METERS (141.80
 BX2754'FEET).  AZIMUTH MARK ADDED 0.2 MILE E OF STATION 75 FEET
 BX2754'N OF HIGHWAY 19 AND 30 FEET W OF SIDE ROAD.
 BX2754
 BX2754                          STATION RECOVERY (1936)
 BX2754
 BX2754'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX2754'STATION WAS RECOVERED IN GOOD CONDITION AND IS A SQUARE,
 BX2754'CONCRETE MONUMENT 6 BY 6 INCHES, PROJECTING 8 INCHES ABOVE
 BX2754'THE SURFACE OF THE GROUND.
 BX2754'
 BX2754'REACHED FROM COLFAX BY GOING N ON STATE HIGHWAY 19 FOR 6.8
 BX2754'MILES TO JUNCTION, WITH STATE HIGHWAY 617.  TURN RIGHT AND
 BX2754'GO ON STATE HIGHWAY 19 FOR 4.2 MILES TO STATION 27 FEET E
 BX2754'OF THE CENTER LINE OF ROAD.
 BX2754
 BX2754                          STATION RECOVERY (1960)
 BX2754
 BX2754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 BX2754'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED
 BX2754'IN GOOD CONDITION.  THE LINE TO THE AZIMUTH MARK HAS BEEN
 BX2754'BLOCKED BY RECENT TREE GROWTH.  THE ORIGINAL DESCRIPTION
 BX2754'IS INADEQUATE, A NEW ONE FOLLOWS--
 BX2754'
 BX2754'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DRY PRONG
 BX2754'AND 3 MILES WEST OF BENTLEY.
 BX2754'
 BX2754'THE MARK IS AT THE OAK GROVE CEMETERY--ABOUT 225 YARDS EAST
 BX2754'OF THE OAK GROVE CHURCH.  94 FEET SOUTHWEST OF THE SOUTHWEST
 BX2754'CORNER OF THE H.C. SMITH GROCERY STORE.  77 FEET EAST OF THE
 BX2754'NORTHEAST CORNER OF THE CEMETERY.  32 FEET SOUTH OF THE
 BX2754'CENTER OF ROUTE 8.  3 FEET NORTHWEST OF A 9-INCH, TRIANGULAR
 BX2754'BLAZED PINE TREE.  THE MARK IS A USGS BENCH MARK DISK, STAMPED
 BX2754'LS TT 32 1932, SET IN THE CENTER OF A 6-INCH SQUARE CONCRETE
 BX2754'POST PROJECTING 6 INCHES.
 BX2754'
 BX2754'R.M. 1 IS 146 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 BX2754'OF THE NEW HOPE BAPTIST CHURCH.  51 FEET EAST OF THE SOUTHEAST
 BX2754'CORNER OF THE H.C. SMITH GROCERY STORE.  48 FEET NORTH OF
 BX2754'THE CENTER OF ROUTE 8.  THE MARK IS A STANDARD DISK, STAMPED
 BX2754'NO 1 USGS TT 1932 1934, SET IN THE CENTER OF A ROUND, 1
 BX2754'FOOT IN DIAMETER CONCRETE POST PROJECTING 1 FOOT.
 BX2754'
 BX2754'R.M. 2 IS IN THE OAK GROVE CEMETERY GROUNDS--75 FEET WEST OF THE
 BX2754'EAST CEMETERY FENCE.  28 FEET SOUTH OF THE NORTH CEMETERY
 BX2754'FENCE.  3 FEET SOUTH OF THE JOHN W. AND HATTIE B. HART MONUMENT.
 BX2754'THE MARK IS A STANDARD DISK, STAMPED USGS TT NO 2 1932 1934,
 BX2754'SET IN THE CENTER OF A 1 FOOT IN DIAMETER CONCRETE POST
 BX2754'PROJECTING 2 INCHES.
 BX2754'
 BX2754'THE AZIMUTH MARK IS 0.2 MILES EAST OF THE STATION--AT THE
 BX2754'INTERSECTION OF STATE ROUTE 8 AND A GRAVEL ROAD.  94 FEET
 BX2754'NORTH OF ROUTE 8.  36 FEET WEST OF THE CENTERLINE OF THE
 BX2754'GRAVEL ROAD.  37 FEET NORTHEAST OF A TRANSMISSION POLE.  12.6
 BX2754'FEET WEST OF A FENCE.  6 FEET NORTH OF AN 18-INCH TREE STUMP.
 BX2754'THE MARK IS A STANDARD DISK, STAMPED USGS TT 1932 1934,
 BX2754'SET IN THE CENTER OF A 1 FOOT IN DIAMETER CONCRETE POST
 BX2754'PROJECTING 1 FOOT.
 BX2754'
 BX2754'TO REACH THE STATION FROM BENTLEY, LOUISIANA--GO WEST ON
 BX2754'LOUISIANA STATE ROUTE 8 FOR 3.2 MILES TO CROSSROADS AND
 BX2754'AZIMUTH MARK--CONTINUE WEST FOR 0.15 MILE TO THE H.C. SMITH
 BX2754'GROCERY STORE AND STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0500 ***********************************************************************
 BX0500  DESIGNATION -  TT 32 WM USGS RESET 1958
 BX0500  PID         -  BX0500
 BX0500  STATE/COUNTY-  LA/LA SALLE
 BX0500  USGS QUAD   -  TULLOS (1984)
 BX0500
 BX0500                         *CURRENT SURVEY CONTROL
 BX0500  ___________________________________________________________________
 BX0500* NAD 83(1986)-  31 45 30.     (N)    092 15 40.     (W)     SCALED    
 BX0500* NAVD 88     -        67.18   (+/-2cm)     220.4    (feet)  VERTCON   
 BX0500  ___________________________________________________________________
 BX0500  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0500
 BX0500  VERT ORDER  -  THIRD (See Below)
 BX0500
 BX0500.The horizontal coordinates were scaled from a topographic map and have
 BX0500.an estimated accuracy of +/- 6 seconds.
 BX0500
 BX0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0500.The vertical order pertains to the NGVD 29 superseded value.
 BX0500
 BX0500.The geoid height was determined by GEOID03.
 BX0500
 BX0500;                    North         East    Units  Estimated Accuracy
 BX0500;SPC LA N     -   139,540.    1,022,630.      MT  (+/- 180 meters Scaled)
 BX0500
 BX0500                          SUPERSEDED SURVEY CONTROL
 BX0500
 BX0500  NGVD 29 (??/??/??)   67.19   (m)          220.4    (f) RESET       3  
 BX0500
 BX0500.Superseded values are not recommended for survey control.
 BX0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0500.See file dsdata.txt to determine how the superseded data were derived.
 BX0500
 BX0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR699138(NAD 83)
 BX0500_MARKER: DD = SURVEY DISK
 BX0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0500_STAMPING: TT 32 WM RESET 1958
 BX0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0500+STABILITY: SURFACE MOTION
 BX0500
 BX0500  HISTORY     - Date     Condition        Report By
 BX0500  HISTORY     - 1958     MONUMENTED       CGS
 BX0500
 BX0500                          STATION DESCRIPTION
 BX0500
 BX0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BX0500'6.0 MI SE FROM TULLOS.
 BX0500'LOCATED 0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE
 BX0500'IN TULLOS, THENCE 6 MILES SOUTHEAST ALONG U.S. HIGHWAY 84, ON THE WEST
 BX0500'SLOPE OF A HILL, AT THE NORTHWEST END OF A CUT, AT AN OLD CONCRETE
 BX0500'DIPPING VAT AND OPPOSITE A TRACK ROAD LEADING NORTHEAST.  IT IS 51
 BX0500'FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 84, 1.0 FOOT
 BX0500'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 60 FEET NORTHWEST OF THE
 BX0500'NORTHWEST END OF A WIRE GATE, AND 16 FEET EAST OF THE NORTHEAST CORNER
 BX0500'OF THE CONCRETE DIPPING VAT.  THE DISK IS SET IN THE TOP OF A 12-INCH
 BX0500'ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1103 ***********************************************************************
 AU1103  DESIGNATION -  TT 33 L USGS
 AU1103  PID         -  AU1103
 AU1103  STATE/COUNTY-  LA/LAFOURCHE
 AU1103  USGS QUAD   -  LAROSE (1979)
 AU1103
 AU1103                         *CURRENT SURVEY CONTROL
 AU1103  ___________________________________________________________________
 AU1103* NAD 83(1992)-  29 35 27.35783(N)    090 27 06.70048(W)     ADJUSTED  
 AU1103* NAVD 88     -         3.12   (+/-2cm)      10.2  **(feet)  VERTCON   
 AU1103  **This station is located in a subsidence area (see below).
 AU1103  ___________________________________________________________________
 AU1103  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AU1103  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AU1103
 AU1103  HORZ ORDER  -  SECOND
 AU1103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AU1103
 AU1103.The horizontal coordinates were established by classical geodetic methods
 AU1103.and adjusted by the National Geodetic Survey in January 1993..
 AU1103
 AU1103 ** The orthometric height has not been validated since last determined
 AU1103 ** by differential leveling and should not be used for control purposes.
 AU1103 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1103 ** area with valid NAVD 88 orthometric heights.
 AU1103 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1103 ** epoch indicated which incorporates improved geoid heights for the
 AU1103 ** Southern Louisiana Subsidence area.
 AU1103 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1103.The vertical order pertains to the NGVD 29 superseded value.
 AU1103
 AU1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1103
 AU1103.The geoid height was determined by GEOID03.
 AU1103
 AU1103;                    North         East     Units Scale Factor Converg.
 AU1103;SPC LA S     -   121,253.133 1,085,391.596   MT  0.99995117   +0 26 26.7
 AU1103;SPC LA S     -   397,811.32  3,560,988.93   sFT  0.99995117   +0 26 26.7
 AU1103;UTM  15      - 3,276,169.996   746,805.743   MT  1.00035165   +1 15 32.1
 AU1103
 AU1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1103!SPC LA S     -   1.00000347  x   0.99995117  =   0.99995464
 AU1103!UTM  15      -   1.00000347  x   1.00035165  =   1.00035512
 AU1103
 AU1103                          SUPERSEDED SURVEY CONTROL
 AU1103
 AU1103  NAD 83(1986)-  29 35 27.37685(N)    090 27 06.70541(W) AD(       ) 2
 AU1103  NAD 27      -  29 35 26.60242(N)    090 27 06.40689(W) AD(       ) 2
 AU1103  NGVD 29 (??/??/??)    3.228  (m)           10.59   (f) ADJUSTED    2 0
 AU1103
 AU1103.Superseded values are not recommended for survey control.
 AU1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1103.See file dsdata.txt to determine how the superseded data were derived.
 AU1103
 AU1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4680676170(NAD 83)
 AU1103_MARKER: DD = SURVEY DISK
 AU1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1103_STAMPING: T T 33 L 1932
 AU1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1103+STABILITY: SURFACE MOTION
 AU1103
 AU1103  HISTORY     - Date     Condition        Report By
 AU1103  HISTORY     - 1934     MONUMENTED       USGS
 AU1103  HISTORY     - 1955     GOOD             CGS
 AU1103  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU1103
 AU1103                          STATION DESCRIPTION
 AU1103
 AU1103'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 AU1103'STATION IS ABOUT 1 MILE SE OF VALENTINE ALONG STATE HIGHWAY 77,
 AU1103'ABOUT 40 FEET S OF THE CENTER LINE OF STATE HIGHWAY 77, ABOUT 40
 AU1103'FEET W OF A DIRT ROAD AND ABOUT 100 FEET N OF THE N BANK OF
 AU1103'BAYOU LAFOURCHE.
 AU1103'
 AU1103'THE STATION IS MARKED BY A STANDARD U.S.G.S. TABLET SET IN
 AU1103'THE TOP OF A CONCRETE POST.
 AU1103'
 AU1103'STATION HARANG IS 8.545 METERS (28.03 FEET) FROM THIS STATION
 AU1103'S 36 DEG 42 MIN W.
 AU1103
 AU1103                          STATION RECOVERY (1955)
 AU1103
 AU1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 AU1103'7.05 MI SE FROM LOCKPORT.
 AU1103'7.05 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE WATER TOWER AT
 AU1103'LOCKPORT, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET
 AU1103'NORTHEAST OF TRIANGULATION STATION HARANG 1934, 1.5 FEET EAST OF A
 AU1103'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AU1103'FOOT ABOVE THE GROUND.
 AU1103
 AU1103                          STATION RECOVERY (1965)
 AU1103
 AU1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AU1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0512 ***********************************************************************
 BX0512  DESIGNATION -  TT 33 WM USGS
 BX0512  PID         -  BX0512
 BX0512  STATE/COUNTY-  LA/LA SALLE
 BX0512  USGS QUAD   -  JENA WEST (1985)
 BX0512
 BX0512                         *CURRENT SURVEY CONTROL
 BX0512  ___________________________________________________________________
 BX0512* NAD 83(1986)-  31 44 16.     (N)    092 14 30.     (W)     SCALED    
 BX0512* NAVD 88     -        44.25   (+/-2cm)     145.2    (feet)  VERTCON   
 BX0512  ___________________________________________________________________
 BX0512  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0512
 BX0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0512
 BX0512.The horizontal coordinates were scaled from a topographic map and have
 BX0512.an estimated accuracy of +/- 6 seconds.
 BX0512
 BX0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0512.The vertical order pertains to the NGVD 29 superseded value.
 BX0512
 BX0512.The geoid height was determined by GEOID03.
 BX0512
 BX0512;                    North         East    Units  Estimated Accuracy
 BX0512;SPC LA N     -   137,270.    1,024,480.      MT  (+/- 180 meters Scaled)
 BX0512
 BX0512                          SUPERSEDED SURVEY CONTROL
 BX0512
 BX0512  NGVD 29 (??/??/??)   44.250  (m)          145.18   (f) ADJUSTED    2 0
 BX0512
 BX0512.Superseded values are not recommended for survey control.
 BX0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0512.See file dsdata.txt to determine how the superseded data were derived.
 BX0512
 BX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR718116(NAD 83)
 BX0512_MARKER: DD = SURVEY DISK
 BX0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0512_STAMPING: TT 33 WM 1949
 BX0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0512+STABILITY: SURFACE MOTION
 BX0512
 BX0512  HISTORY     - Date     Condition        Report By
 BX0512  HISTORY     - 1949     MONUMENTED       USGS
 BX0512  HISTORY     - 1950     GOOD             CGS
 BX0512  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0512
 BX0512                          STATION DESCRIPTION
 BX0512
 BX0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0512'8.2 MI NW FROM JENA.
 BX0512'8.2 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BX0512'JENA, AT A JUNCTION WITH A GRAVELED ROAD LEADING SOUTH, 87 FEET
 BX0512'NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 40 FEET SOUTHWEST
 BX0512'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTH OF A 20 INCH BLAZED
 BX0512'PINE TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 BX0512'ABOVE THE GROUND.
 BX0512
 BX0512                          STATION RECOVERY (1981)
 BX0512
 BX0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1553 ***********************************************************************
 CQ1553  DESIGNATION -  TT 35 TX
 CQ1553  PID         -  CQ1553
 CQ1553  STATE/COUNTY-  LA/RED RIVER
 CQ1553  USGS QUAD   -  COUSHATTA (1979)
 CQ1553
 CQ1553                         *CURRENT SURVEY CONTROL
 CQ1553  ___________________________________________________________________
 CQ1553* NAD 83(1986)-  32 00 23.     (N)    093 17 39.     (W)     SCALED    
 CQ1553* NAVD 88     -        57.95   (+/-2cm)     190.1    (feet)  VERTCON   
 CQ1553  ___________________________________________________________________
 CQ1553  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1553
 CQ1553  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1553
 CQ1553.The horizontal coordinates were scaled from a topographic map and have
 CQ1553.an estimated accuracy of +/- 6 seconds.
 CQ1553
 CQ1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1553.The vertical order pertains to the NGVD 29 superseded value.
 CQ1553
 CQ1553.The geoid height was determined by GEOID03.
 CQ1553
 CQ1553;                    North         East    Units  Estimated Accuracy
 CQ1553;SPC LA N     -   167,300.      924,970.      MT  (+/- 180 meters Scaled)
 CQ1553
 CQ1553                          SUPERSEDED SURVEY CONTROL
 CQ1553
 CQ1553  NGVD 29 (??/??/??)   58.002  (m)          190.29   (f) ADJUSTED    1 1
 CQ1553
 CQ1553.Superseded values are not recommended for survey control.
 CQ1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1553.See file dsdata.txt to determine how the superseded data were derived.
 CQ1553
 CQ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR722411(NAD 83)
 CQ1553_MARKER: DD = SURVEY DISK
 CQ1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1553_STAMPING: TT 35 TX 1937
 CQ1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1553+STABILITY: SURFACE MOTION
 CQ1553
 CQ1553  HISTORY     - Date     Condition        Report By
 CQ1553  HISTORY     - 1937     MONUMENTED       USGS
 CQ1553  HISTORY     - 1969     GOOD             CGS
 CQ1553
 CQ1553                          STATION DESCRIPTION
 CQ1553
 CQ1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1553'3.15 MI SE FROM COUSHATTA.
 CQ1553'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 CQ1553'THE STATION AT COUSHATTA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 84,
 CQ1553'THENCE 2.1 MILES SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 84, IN SECTION
 CQ1553'21, T 12 N, R 9 W, 52 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE
 CQ1553'HIGHWAY AND STATE HIGHWAY 784, 57 FEET NORTHWEST OF A POWER POLE, 71
 CQ1553'FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE SIGN, 46 1/2 FEET
 CQ1553'SOUTHEAST OF TELEPHONE POLE NUMBER 78, 2 1/2 FEET NORTHEAST OF A
 CQ1553'FENCE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 CQ1553'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1553'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0518 ***********************************************************************
 BX0518  DESIGNATION -  TT 35 WM USGS
 BX0518  PID         -  BX0518
 BX0518  STATE/COUNTY-  LA/LA SALLE
 BX0518  USGS QUAD   -  SUMMERVILLE (1984)
 BX0518
 BX0518                         *CURRENT SURVEY CONTROL
 BX0518  ___________________________________________________________________
 BX0518* NAD 83(1986)-  31 45 03.     (N)    092 13 04.     (W)     SCALED    
 BX0518* NAVD 88     -        42.16   (+/-2cm)     138.3    (feet)  VERTCON   
 BX0518  ___________________________________________________________________
 BX0518  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0518
 BX0518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0518
 BX0518.The horizontal coordinates were scaled from a topographic map and have
 BX0518.an estimated accuracy of +/- 6 seconds.
 BX0518
 BX0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0518.The vertical order pertains to the NGVD 29 superseded value.
 BX0518
 BX0518.The geoid height was determined by GEOID03.
 BX0518
 BX0518;                    North         East    Units  Estimated Accuracy
 BX0518;SPC LA N     -   138,720.    1,026,740.      MT  (+/- 180 meters Scaled)
 BX0518
 BX0518                          SUPERSEDED SURVEY CONTROL
 BX0518
 BX0518  NGVD 29 (??/??/??)   42.157  (m)          138.31   (f) ADJUSTED    2 0
 BX0518
 BX0518.Superseded values are not recommended for survey control.
 BX0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0518.See file dsdata.txt to determine how the superseded data were derived.
 BX0518
 BX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR740130(NAD 83)
 BX0518_MARKER: DD = SURVEY DISK
 BX0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0518_STAMPING: TT 35 WM 1949
 BX0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0518+STABILITY: SURFACE MOTION
 BX0518
 BX0518  HISTORY     - Date     Condition        Report By
 BX0518  HISTORY     - 1949     MONUMENTED       USGS
 BX0518  HISTORY     - 1950     GOOD             CGS
 BX0518
 BX0518                          STATION DESCRIPTION
 BX0518
 BX0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0518'3.55 MI SW FROM SUMMERVILLE.
 BX0518'3.55 MILES SOUTHWEST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION
 BX0518'AND COUNTRY STORE AT SUMMERVILLE, ON THE SOUTHEAST SLOPE OF A HILL, 25
 BX0518'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTHEAST OF
 BX0518'A 14 INCH TRIANGULAR BLAZED OAK TREE, 8 FEET SOUTHEAST OF A POWER
 BX0518'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BX0518'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1269 ***********************************************************************
 BH1269  DESIGNATION -  TT 36 C USGS
 BH1269  PID         -  BH1269
 BH1269  STATE/COUNTY-  LA/ST TAMMANY
 BH1269  USGS QUAD   -  HICKORY (1994)
 BH1269
 BH1269                         *CURRENT SURVEY CONTROL
 BH1269  ___________________________________________________________________
 BH1269* NAD 83(1986)-  30 25 00.     (N)    089 49 56.     (W)     SCALED    
 BH1269* NAVD 88     -        12.82   (+/-2cm)      42.1    (feet)  VERTCON   
 BH1269  ___________________________________________________________________
 BH1269  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BH1269
 BH1269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1269
 BH1269.The horizontal coordinates were scaled from a topographic map and have
 BH1269.an estimated accuracy of +/- 6 seconds.
 BH1269
 BH1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1269.The vertical order pertains to the NGVD 29 superseded value.
 BH1269
 BH1269.The geoid height was determined by GEOID03.
 BH1269
 BH1269;                    North         East    Units  Estimated Accuracy
 BH1269;SPC LA S     -   213,400.    1,144,220.      MT  (+/- 180 meters Scaled)
 BH1269
 BH1269                          SUPERSEDED SURVEY CONTROL
 BH1269
 BH1269  NGVD 29 (??/??/??)   12.844  (m)           42.14   (f) ADJUSTED    2 0
 BH1269
 BH1269.Superseded values are not recommended for survey control.
 BH1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1269.See file dsdata.txt to determine how the superseded data were derived.
 BH1269
 BH1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU279683(NAD 83)
 BH1269_MARKER: DD = SURVEY DISK
 BH1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1269_STAMPING: TT 36 C 1931
 BH1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1269+STABILITY: SURFACE MOTION
 BH1269
 BH1269  HISTORY     - Date     Condition        Report By
 BH1269  HISTORY     - 1931     MONUMENTED       USGS
 BH1269  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH1269
 BH1269                          STATION DESCRIPTION
 BH1269
 BH1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1269'IN FLORENVILLE.
 BH1269'AT FLORENVILLE, ST. TAMMANY PARISH ON THE GULF, MOBILE AND OHIO
 BH1269'RAILROAD, AT THE CROSSING OF STATE HIGHWAY 114, 350 FEET EAST OF THE
 BH1269'CENTERLINE OF THE TRACK, 50 FEET NORTH OF THE CENTERLINE OF THE
 BH1269'HIGHWAY, AND 25 FEET EAST OF A DIM ROAD LEADING NORTH.  A USGS
 BH1269'STANDARD DISK, STAMPED TT 36 C 1931 MARKED 43.4 AND SET IN THE TOP OF
 BH1269'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1323 ***********************************************************************
 BX1323  DESIGNATION -  TT 37 L USGS
 BX1323  PID         -  BX1323
 BX1323  STATE/COUNTY-  LA/NATCHITOCHES
 BX1323  USGS QUAD   -  MONTGOMERY (1993)
 BX1323
 BX1323                         *CURRENT SURVEY CONTROL
 BX1323  ___________________________________________________________________
 BX1323* NAD 83(1986)-  31 39 19.     (N)    093 00 00.     (W)     SCALED    
 BX1323* NAVD 88     -        34.12   (+/-2cm)     111.9    (feet)  VERTCON   
 BX1323  ___________________________________________________________________
 BX1323  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX1323
 BX1323  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1323
 BX1323.The horizontal coordinates were scaled from a topographic map and have
 BX1323.an estimated accuracy of +/- 6 seconds.
 BX1323
 BX1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1323.The vertical order pertains to the NGVD 29 superseded value.
 BX1323
 BX1323.The geoid height was determined by GEOID03.
 BX1323
 BX1323;                    North         East    Units  Estimated Accuracy
 BX1323;SPC LA N     -   128,200.      952,580.      MT  (+/- 180 meters Scaled)
 BX1323
 BX1323                          SUPERSEDED SURVEY CONTROL
 BX1323
 BX1323  NGVD 29 (??/??/??)   34.152  (m)          112.05   (f) ADJUSTED    1 2
 BX1323
 BX1323.Superseded values are not recommended for survey control.
 BX1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1323.See file dsdata.txt to determine how the superseded data were derived.
 BX1323
 BX1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR000022(NAD 83)
 BX1323_MARKER: DD = SURVEY DISK
 BX1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1323_STAMPING: TT 37 L 1936
 BX1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1323+STABILITY: SURFACE MOTION
 BX1323
 BX1323  HISTORY     - Date     Condition        Report By
 BX1323  HISTORY     - 1936     MONUMENTED       USGS
 BX1323  HISTORY     - 1943     GOOD             CGS
 BX1323  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1323
 BX1323                          STATION DESCRIPTION
 BX1323
 BX1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1323'0.6 MI S FROM BERMUDA.
 BX1323'ABOUT 1 MILE SOUTH ALONG STATE HIGHWAY 423 FROM BERMUDA, NATCHITOCHES
 BX1323'PARISH, AT THE JUNCTION OF STATE HIGHWAY 1173, 0.6 MILE SOUTH OF THE
 BX1323'EAST END OF THE BRIDGE OVER CANE RIVER, ON THE EAST SIDE OF CANE RIVER
 BX1323'LAKE, 18 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 423, 18 FEET
 BX1323'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 1173, AND JUST OUTSIDE THE
 BX1323'NORTHWEST CORNER OF A GIN LOT.  A UNITED STATES GEOLOGICAL SURVEY
 BX1323'STANDARD DISK, STAMPED TT 37 L 1936 AND SET IN THE TOP OF A CONCRETE
 BX1323'POST.
 BX1323
 BX1323                          STATION RECOVERY (1969)
 BX1323
 BX1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1293 ***********************************************************************
 BK1293  DESIGNATION -  TT 38 N USGS
 BK1293  PID         -  BK1293
 BK1293  STATE/COUNTY-  LA/BEAUREGARD
 BK1293  USGS QUAD   -  DERIDDER (1994)
 BK1293
 BK1293                         *CURRENT SURVEY CONTROL
 BK1293  ___________________________________________________________________
 BK1293* NAD 83(1986)-  30 47 37.     (N)    093 18 04.     (W)     SCALED    
 BK1293* NAVD 88     -        58.10   (+/-2cm)     190.6    (feet)  VERTCON   
 BK1293  ___________________________________________________________________
 BK1293  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK1293
 BK1293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1293
 BK1293.The horizontal coordinates were scaled from a topographic map and have
 BK1293.an estimated accuracy of +/- 6 seconds.
 BK1293
 BK1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1293.The vertical order pertains to the NGVD 29 superseded value.
 BK1293
 BK1293.The geoid height was determined by GEOID03.
 BK1293
 BK1293;                    North         East    Units  Estimated Accuracy
 BK1293;SPC LA S     -   255,860.      811,670.      MT  (+/- 180 meters Scaled)
 BK1293
 BK1293                          SUPERSEDED SURVEY CONTROL
 BK1293
 BK1293  NGVD 29 (??/??/??)   58.245  (m)          191.09   (f) ADJUSTED    2 0
 BK1293
 BK1293.Superseded values are not recommended for survey control.
 BK1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1293.See file dsdata.txt to determine how the superseded data were derived.
 BK1293
 BK1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ711067(NAD 83)
 BK1293_MARKER: DD = SURVEY DISK
 BK1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1293_STAMPING: TT 38 N 1934
 BK1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1293+STABILITY: SURFACE MOTION
 BK1293
 BK1293  HISTORY     - Date     Condition        Report By
 BK1293  HISTORY     - 1934     MONUMENTED       USGS
 BK1293  HISTORY     - 1936     GOOD             CGS
 BK1293
 BK1293                          STATION DESCRIPTION
 BK1293
 BK1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BK1293'3.7 MI S FROM DE RIDDER.
 BK1293'3.7 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM DE RIDDER,
 BK1293'BEAUREGARD PARISH, 0.1 MILE NORTH OF MILEPOST 693, 240 FEET WEST OF
 BK1293'THE TRACK, 28 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 104, AND
 BK1293'NEAR THE BASE OF A HIGHWAY SIGN.  A STANDARD DISK, STAMPED TT 38 N
 BK1293'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1295 ***********************************************************************
 BK1295  DESIGNATION -  TT 39 N USGS
 BK1295  PID         -  BK1295
 BK1295  STATE/COUNTY-  LA/BEAUREGARD
 BK1295  USGS QUAD   -  DERIDDER (1994)
 BK1295
 BK1295                         *CURRENT SURVEY CONTROL
 BK1295  ___________________________________________________________________
 BK1295* NAD 83(1986)-  30 45 09.     (N)    093 20 07.     (W)     SCALED    
 BK1295* NAVD 88     -        53.11   (+/-2cm)     174.2    (feet)  VERTCON   
 BK1295  ___________________________________________________________________
 BK1295  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK1295
 BK1295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1295
 BK1295.The horizontal coordinates were scaled from a topographic map and have
 BK1295.an estimated accuracy of +/- 6 seconds.
 BK1295
 BK1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1295.The vertical order pertains to the NGVD 29 superseded value.
 BK1295
 BK1295.The geoid height was determined by GEOID03.
 BK1295
 BK1295;                    North         East    Units  Estimated Accuracy
 BK1295;SPC LA S     -   251,360.      808,320.      MT  (+/- 180 meters Scaled)
 BK1295
 BK1295                          SUPERSEDED SURVEY CONTROL
 BK1295
 BK1295  NGVD 29 (??/??/??)   53.221  (m)          174.61   (f) ADJUSTED    2 0
 BK1295
 BK1295.Superseded values are not recommended for survey control.
 BK1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1295.See file dsdata.txt to determine how the superseded data were derived.
 BK1295
 BK1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ679022(NAD 83)
 BK1295_MARKER: DD = SURVEY DISK
 BK1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1295_STAMPING: TT 39 N 1934
 BK1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1295+STABILITY: SURFACE MOTION
 BK1295
 BK1295  HISTORY     - Date     Condition        Report By
 BK1295  HISTORY     - 1934     MONUMENTED       USGS
 BK1295  HISTORY     - 1936     GOOD             CGS
 BK1295
 BK1295                          STATION DESCRIPTION
 BK1295
 BK1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BK1295'7.3 MI SW FROM DE RIDDER.
 BK1295'7.3 MILES SOUTHWEST ALONG STATE HIGHWAY 104 FROM DE RIDDER, BEAUREGARD
 BK1295'PARISH, AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 50 FEET SOUTH OF
 BK1295'THE CENTERLINE OF THE ROAD, 24 FEET EAST OF THE CENTERLINE OF THE
 BK1295'HIGHWAY, AND 30 FEET WEST OF A FARMHOUSE FENCE.  A STANDARD DISK,
 BK1295'STAMPED TT 39 N 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2897 ***********************************************************************
 CQ2897  DESIGNATION -  TT 4 L
 CQ2897  PID         -  CQ2897
 CQ2897  STATE/COUNTY-  LA/CLAIBORNE
 CQ2897  USGS QUAD   -  BERNICE (1985)
 CQ2897
 CQ2897                         *CURRENT SURVEY CONTROL
 CQ2897  ___________________________________________________________________
 CQ2897* NAD 83(1992)-  32 51 52.66796(N)    092 44 34.67710(W)     ADJUSTED  
 CQ2897* NAVD 88     -        63.93   (+/-2cm)     209.7    (feet)  VERTCON   
 CQ2897  ___________________________________________________________________
 CQ2897  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ2897  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2897
 CQ2897  HORZ ORDER  -  THIRD
 CQ2897  VERT ORDER  -  THIRD ? (See Below)
 CQ2897
 CQ2897.The horizontal coordinates were established by classical geodetic methods
 CQ2897.and adjusted by the National Geodetic Survey in September 1999..
 CQ2897
 CQ2897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2897.The vertical order pertains to the NGVD 29 superseded value.
 CQ2897
 CQ2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2897
 CQ2897.The geoid height was determined by GEOID03.
 CQ2897
 CQ2897;                    North         East     Units Scale Factor Converg.
 CQ2897;SPC LA N     -   262,217.144   977,258.305   MT  1.00005113   -0 07 42.4
 CQ2897;SPC LA N     -   860,290.75  3,206,221.62   sFT  1.00005113   -0 07 42.4
 CQ2897;SPC AR S     -   422,210.115   330,453.536   MT  1.00012498   -0 24 57.0
 CQ2897;SPC AR S     - 1,385,201.02  1,084,162.98   sFT  1.00012498   -0 24 57.0
 CQ2897;UTM  15      - 3,636,309.245   524,047.692   MT  0.99960713   +0 08 22.1
 CQ2897
 CQ2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2897!SPC LA N     -   0.99999406  x   1.00005113  =   1.00004518
 CQ2897!SPC AR S     -   0.99999406  x   1.00012498  =   1.00011903
 CQ2897!UTM  15      -   0.99999406  x   0.99960713  =   0.99960119
 CQ2897
 CQ2897:                Primary Azimuth Mark                     Grid Az
 CQ2897:SPC LA N     -  TT 4 L AZ MK                             111 17 08.1
 CQ2897:SPC AR S     -  TT 4 L AZ MK                             111 34 22.7
 CQ2897:UTM  15      -  TT 4 L AZ MK                             111 01 03.6
 CQ2897
 CQ2897|---------------------------------------------------------------------|
 CQ2897| PID    Reference Object                     Distance      Geod. Az  |
 CQ2897|                                                           dddmmss.s |
 CQ2897| CY5755 TT 4 L AZ MK                                       1110925.7 |
 CQ2897| CQ2895 BERNICE                             APPROX. 9.5 KM 1254245.1 |
 CQ2897| CY5756 TT 4 L RM 1                          28.085 METERS 29332     |
 CQ2897| CY5757 TT 4 L RM 2                          25.868 METERS 35851     |
 CQ2897|---------------------------------------------------------------------|
 CQ2897
 CQ2897                          SUPERSEDED SURVEY CONTROL
 CQ2897
 CQ2897  NAD 83(1992)-  32 51 52.67061(N)    092 44 34.67403(W) AD(       ) 3
 CQ2897  NAD 83(1986)-  32 51 52.68108(N)    092 44 34.66812(W) AD(       ) 3
 CQ2897  NAD 27      -  32 51 52.16900(N)    092 44 34.11000(W) AD(       ) 3
 CQ2897  NGVD 29 (07/19/86)   64.03   (m)          210.1    (f) LEVELING    3  
 CQ2897
 CQ2897.Superseded values are not recommended for survey control.
 CQ2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2897.See file dsdata.txt to determine how the superseded data were derived.
 CQ2897
 CQ2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2404836309(NAD 83)
 CQ2897_MARKER: DB = BENCH MARK DISK
 CQ2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2897
 CQ2897  HISTORY     - Date     Condition        Report By
 CQ2897  HISTORY     - 1952     MONUMENTED       USGS
 CQ2897
 CQ2897                          STATION DESCRIPTION
 CQ2897
 CQ2897'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RCD)
 CQ2897'THE STATION IS IN SECTION 26, T 22 N, R 4 W, ABOUT 10-1/2
 CQ2897'MILES SOUTH OF JUNCTION CITY, 6 MILES SOUTHEAST OF SUMMERFIELD,
 CQ2897'6 MILES NORTHWEST OF BERNICE, ON A WOODED HILL OWNED BY MR.
 CQ2897'JIM LEE, 73 FEET NORTHWEST OF A CROSSROADS INTERSECTION,
 CQ2897'AND 15 FEET WEST OF A FENCE CORNER.
 CQ2897'
 CQ2897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CQ2897'11 AND U.S. HIGHWAY 167 IN BERNICE, GO NORTH ON HIGHWAY
 CQ2897'167 FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 70.
 CQ2897'TURN LEFT AND GO NORTHWEST ON HIGHWAY 70 FOR 4.7 MILES TO
 CQ2897'THE STORE ON THE LEFT IN WELDON.  CONTINUE NORTHWEST FOR
 CQ2897'0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST
 CQ2897'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 CQ2897'
 CQ2897'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN THE
 CQ2897'TOP OF A 10 X 10 INCH CONCRETE POST.  THE MARK PROJECTS
 CQ2897'2 INCHES AND THE DISK IS STAMPED 1944 210 TT 4 L.
 CQ2897'
 CQ2897'REFERENCE MARK 1 IS 15 FEET SOUTHEAST OF A WIRE FENCE.  THE
 CQ2897'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED USGS TT
 CQ2897'4 L NO 1 1952.
 CQ2897'
 CQ2897'REFERENCE MARK 2 IS 9 FEET NORTHWEST OF A WIRE FENCE.  THE
 CQ2897'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED USGS TT 4 L NO
 CQ2897'2 1952.
 CQ2897'
 CQ2897'THE AZIMUTH MARK IS 85 FEET SOUTHEAST OF A POWER LINE POLE
 CQ2897'AND 30 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 70.
 CQ2897'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED USGS
 CQ2897'TT 4 L 1952.
 CQ2897'
 CQ2897'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0062 ***********************************************************************
 BK0062  DESIGNATION -  TT 4 USGS
 BK0062  PID         -  BK0062
 BK0062  STATE/COUNTY-  LA/EVANGELINE
 BK0062  USGS QUAD   -  MAMOU (1983)
 BK0062
 BK0062                         *CURRENT SURVEY CONTROL
 BK0062  ___________________________________________________________________
 BK0062* NAD 83(1986)-  30 41 30.     (N)    092 25 35.     (W)     SCALED    
 BK0062* NAVD 88     -        18.90   (+/-2cm)      62.0    (feet)  VERTCON   
 BK0062  ___________________________________________________________________
 BK0062  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK0062
 BK0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0062
 BK0062.The horizontal coordinates were scaled from a topographic map and have
 BK0062.an estimated accuracy of +/- 6 seconds.
 BK0062
 BK0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0062.The vertical order pertains to the NGVD 29 superseded value.
 BK0062
 BK0062.The geoid height was determined by GEOID03.
 BK0062
 BK0062;                    North         East    Units  Estimated Accuracy
 BK0062;SPC LA S     -   243,440.      895,280.      MT  (+/- 180 meters Scaled)
 BK0062
 BK0062                          SUPERSEDED SURVEY CONTROL
 BK0062
 BK0062  NGVD 29 (??/??/??)   18.865  (m)           61.89   (f) ADJUSTED    2 0
 BK0062
 BK0062.Superseded values are not recommended for survey control.
 BK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0062.See file dsdata.txt to determine how the superseded data were derived.
 BK0062
 BK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP549955(NAD 83)
 BK0062_MARKER: DD = SURVEY DISK
 BK0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0062+STABILITY: SURFACE MOTION
 BK0062
 BK0062  HISTORY     - Date     Condition        Report By
 BK0062  HISTORY     - UNK      MONUMENTED       USGS
 BK0062  HISTORY     - 1961     GOOD             CGS
 BK0062
 BK0062                          STATION DESCRIPTION
 BK0062
 BK0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0062'1.75 MI NW FROM VIDRINE.
 BK0062'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0062'BUILDING AT VIDRINE, IN SECTION 26, T 4 S, R 1 W, 90 FEET NORTHEAST OF
 BK0062'THE CENTER OF THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 BK0062'RAILROAD, 55 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 76 FEET
 BK0062'WEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY
 BK0062'13, 46 FEET EAST OF THE EAST RAIL, 14 FEET NORTHWEST OF A POWER POLE,
 BK0062'11 FEET EAST OF A TELEPHONE POLE, 5 1/2 FEET EAST OF A GAS PIPE LINE,
 BK0062'1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 BK0062'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BK0062'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1297 ***********************************************************************
 BK1297  DESIGNATION -  TT 40 N USGS
 BK1297  PID         -  BK1297
 BK1297  STATE/COUNTY-  LA/BEAUREGARD
 BK1297  USGS QUAD   -  SINGER (1986)
 BK1297
 BK1297                         *CURRENT SURVEY CONTROL
 BK1297  ___________________________________________________________________
 BK1297* NAD 83(1986)-  30 43 46.     (N)    093 22 56.     (W)     SCALED    
 BK1297* NAVD 88     -        50.36   (+/-2cm)     165.2    (feet)  VERTCON   
 BK1297  ___________________________________________________________________
 BK1297  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1297
 BK1297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1297
 BK1297.The horizontal coordinates were scaled from a topographic map and have
 BK1297.an estimated accuracy of +/- 6 seconds.
 BK1297
 BK1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1297.The vertical order pertains to the NGVD 29 superseded value.
 BK1297
 BK1297.The geoid height was determined by GEOID03.
 BK1297
 BK1297;                    North         East    Units  Estimated Accuracy
 BK1297;SPC LA S     -   248,880.      803,780.      MT  (+/- 180 meters Scaled)
 BK1297
 BK1297                          SUPERSEDED SURVEY CONTROL
 BK1297
 BK1297  NGVD 29 (??/??/??)   50.442  (m)          165.49   (f) ADJUSTED    2 0
 BK1297
 BK1297.Superseded values are not recommended for survey control.
 BK1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1297.See file dsdata.txt to determine how the superseded data were derived.
 BK1297
 BK1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP634996(NAD 83)
 BK1297_MARKER: DD = SURVEY DISK
 BK1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1297_STAMPING: TT 40 N 1934
 BK1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1297+STABILITY: SURFACE MOTION
 BK1297
 BK1297  HISTORY     - Date     Condition        Report By
 BK1297  HISTORY     - 1934     MONUMENTED       USGS
 BK1297  HISTORY     - 1935     GOOD             CGS
 BK1297
 BK1297                          STATION DESCRIPTION
 BK1297
 BK1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1297'5.7 MI NE FROM SINGER.
 BK1297'5.7 MILES NORTHEAST ALONG STATE HIGHWAY 104 FROM SINGER, BEAUREGARD
 BK1297'PARISH, AT THE JUNCTION OF A ROAD LEADING WEST TO A FARMHOUSE, 37 FEET
 BK1297'WEST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET SOUTH OF THE CENTERLINE
 BK1297'OF THE ROAD, AND 8 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 BK1297'DISK, STAMPED TT 40 N 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1299 ***********************************************************************
 BK1299  DESIGNATION -  TT 41 N USGS
 BK1299  PID         -  BK1299
 BK1299  STATE/COUNTY-  LA/BEAUREGARD
 BK1299  USGS QUAD   -  SINGER (1986)
 BK1299
 BK1299                         *CURRENT SURVEY CONTROL
 BK1299  ___________________________________________________________________
 BK1299* NAD 83(1986)-  30 41 10.     (N)    093 24 26.     (W)     SCALED    
 BK1299* NAVD 88     -        48.60   (+/-2cm)     159.4    (feet)  VERTCON   
 BK1299  ___________________________________________________________________
 BK1299  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK1299
 BK1299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1299
 BK1299.The horizontal coordinates were scaled from a topographic map and have
 BK1299.an estimated accuracy of +/- 6 seconds.
 BK1299
 BK1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1299.The vertical order pertains to the NGVD 29 superseded value.
 BK1299
 BK1299.The geoid height was determined by GEOID03.
 BK1299
 BK1299;                    North         East    Units  Estimated Accuracy
 BK1299;SPC LA S     -   244,120.      801,300.      MT  (+/- 180 meters Scaled)
 BK1299
 BK1299                          SUPERSEDED SURVEY CONTROL
 BK1299
 BK1299  NGVD 29 (??/??/??)   48.658  (m)          159.64   (f) ADJUSTED    2 0
 BK1299
 BK1299.Superseded values are not recommended for survey control.
 BK1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1299.See file dsdata.txt to determine how the superseded data were derived.
 BK1299
 BK1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP609948(NAD 83)
 BK1299_MARKER: DD = SURVEY DISK
 BK1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1299_STAMPING: TT 41 N 1934
 BK1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1299+STABILITY: SURFACE MOTION
 BK1299
 BK1299  HISTORY     - Date     Condition        Report By
 BK1299  HISTORY     - 1934     MONUMENTED       USGS
 BK1299
 BK1299                          STATION DESCRIPTION
 BK1299
 BK1299'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 BK1299'2.2 MI NE FROM SINGER.
 BK1299'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 104 FROM SINGER, BEAUREGARD
 BK1299'PARISH, AT THE JUNCTION OF A ROAD LEADING EAST, 33 FEET EAST OF THE
 BK1299'CENTERLINE OF THE HIGHWAY, AND 18 FEET NORTH OF THE CENTERLINE OF THE
 BK1299'ROAD.  A STANDARD DISK, STAMPED TT 41 N 1934 AND SET IN THE TOP OF A
 BK1299'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2687 ***********************************************************************
 CQ2687  DESIGNATION -  TT 43 L USGS 1952
 CQ2687  PID         -  CQ2687
 CQ2687  STATE/COUNTY-  LA/UNION
 CQ2687  USGS QUAD   -  POINT (1994)
 CQ2687
 CQ2687                         *CURRENT SURVEY CONTROL
 CQ2687  ___________________________________________________________________
 CQ2687* NAD 83(1992)-  32 39 40.89189(N)    092 16 40.15785(W)     ADJUSTED  
 CQ2687* NAVD 88     -        50.2    (meters)     165.     (feet)  VERTCON   
 CQ2687  ___________________________________________________________________
 CQ2687  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CQ2687  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2687
 CQ2687  HORZ ORDER  -  SECOND
 CQ2687  VERT ORDER  -  THIRD ? (See Below)
 CQ2687
 CQ2687.The horizontal coordinates were established by classical geodetic methods
 CQ2687.and adjusted by the National Geodetic Survey in September 1999..
 CQ2687
 CQ2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2687.The vertical order pertains to the NGVD 29 superseded value.
 CQ2687
 CQ2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2687
 CQ2687.The geoid height was determined by GEOID03.
 CQ2687
 CQ2687;                    North         East     Units Scale Factor Converg.
 CQ2687;SPC LA N     -   239,669.658 1,020,842.199   MT  0.99999879   +0 07 02.9
 CQ2687;SPC LA N     -   786,316.20  3,349,213.11   sFT  0.99999879   +0 07 02.9
 CQ2687;UTM  15      - 3,613,976.505   567,720.187   MT  0.99965655   +0 23 23.1
 CQ2687
 CQ2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2687!SPC LA N     -   0.99999619  x   0.99999879  =   0.99999498
 CQ2687!UTM  15      -   0.99999619  x   0.99965655  =   0.99965274
 CQ2687
 CQ2687                          SUPERSEDED SURVEY CONTROL
 CQ2687
 CQ2687  NAD 83(1992)-  32 39 40.89251(N)    092 16 40.15719(W) AD(       ) 2
 CQ2687  NAD 83(1986)-  32 39 40.90507(N)    092 16 40.14916(W) AD(       ) 2
 CQ2687  NAD 27      -  32 39 40.39400(N)    092 16 39.64600(W) AD(       ) 2
 CQ2687  NGVD 29 (07/19/86)   50.3    (m)          165.     (f) LEVELING    3  
 CQ2687
 CQ2687.Superseded values are not recommended for survey control.
 CQ2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2687.See file dsdata.txt to determine how the superseded data were derived.
 CQ2687
 CQ2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6772013977(NAD 83)
 CQ2687_MARKER: DB = BENCH MARK DISK
 CQ2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2687+STABILITY: SURFACE MOTION
 CQ2687
 CQ2687  HISTORY     - Date     Condition        Report By
 CQ2687  HISTORY     - 1952     MONUMENTED       USGS
 CQ2687
 CQ2687                          STATION DESCRIPTION
 CQ2687
 CQ2687'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RCD)
 CQ2687'THE STATION IS ABOUT 11 MILES SOUTHEAST OF FARMERVILLE IN
 CQ2687'THE SMALL VILLAGE OF POINT, 100 FEET NORTHEAST OF THE NORTHEAST
 CQ2687'CORNER OF THE POST OFFICE, 90 FEET NORTHWEST OF THE NORTHWEST
 CQ2687'CORNER OF THE SCHOOLHOUSE, AND 10 FEET SOUTHEAST OF AN 18-INCH
 CQ2687'OAK TREE.
 CQ2687'
 CQ2687'THE STATION IS A STANDARD USGS BENCH MARK DISK SET IN THE
 CQ2687'TOP OF A 6-INCH CONCRETE CYLINDER.  THE MARK PROJECTS 1
 CQ2687'INCH AND THE DISK IS STAMPED TT 43 L 165 1945.
 CQ2687'
 CQ2687'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CQ2687'POINT, AND THE DISTANCE IS 119.067 METERS (390.65 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1292 ***********************************************************************
 BJ1292  DESIGNATION -  TT 45 L USGS
 BJ1292  PID         -  BJ1292
 BJ1292  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1292  USGS QUAD   -  HAMMOND (1994)
 BJ1292
 BJ1292                         *CURRENT SURVEY CONTROL
 BJ1292  ___________________________________________________________________
 BJ1292* NAD 83(1986)-  30 30 40.     (N)    090 25 10.     (W)     SCALED    
 BJ1292* NAVD 88     -        11.48   (+/-2cm)      37.7    (feet)  VERTCON   
 BJ1292  ___________________________________________________________________
 BJ1292  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ1292
 BJ1292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1292
 BJ1292.The horizontal coordinates were scaled from a topographic map and have
 BJ1292.an estimated accuracy of +/- 6 seconds.
 BJ1292
 BJ1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1292.The vertical order pertains to the NGVD 29 superseded value.
 BJ1292
 BJ1292.The geoid height was determined by GEOID03.
 BJ1292
 BJ1292;                    North         East    Units  Estimated Accuracy
 BJ1292;SPC LA S     -   223,270.    1,087,720.      MT  (+/- 180 meters Scaled)
 BJ1292
 BJ1292                          SUPERSEDED SURVEY CONTROL
 BJ1292
 BJ1292  NGVD 29 (??/??/??)   11.474  (m)           37.64   (f) ADJUSTED    2 0
 BJ1292
 BJ1292.Superseded values are not recommended for survey control.
 BJ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1292.See file dsdata.txt to determine how the superseded data were derived.
 BJ1292
 BJ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP476782(NAD 83)
 BJ1292_MARKER: DD = SURVEY DISK
 BJ1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1292_STAMPING: TT 45 L 1931 37.922
 BJ1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1292+STABILITY: SURFACE MOTION
 BJ1292
 BJ1292  HISTORY     - Date     Condition        Report By
 BJ1292  HISTORY     - 1931     MONUMENTED       USGS
 BJ1292  HISTORY     - 1955     GOOD             CGS
 BJ1292
 BJ1292                          STATION DESCRIPTION
 BJ1292
 BJ1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1292'2.4 MI E FROM HAMMOND.
 BJ1292'LOCATED 2.4 MILES EAST ALONG THE GAYLORD CONTAINER CORP. RAILROAD FROM
 BJ1292'HAMMOND, 404 PACES EAST OF THE CROSSING OF U.S. HIGHWAY 190, 30 FEET
 BJ1292'SOUTH OF THE SOUTH RAIL, 41 FEET WEST OF THE CENTERLINE OF THE ROADBED
 BJ1292'OF THE OLD U.S. HIGHWAY 190, AND 102 FEET WEST OF POLE NO. 1370 AND IN
 BJ1292'LINE WITH A ROW OF POLES.  IT IS A STANDARD U.S. GEOLOGICAL BENCH MARK
 BJ1292'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT 2
 BJ1292'FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1290 ***********************************************************************
 BJ1290  DESIGNATION -  TT 46 L USGS
 BJ1290  PID         -  BJ1290
 BJ1290  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1290  USGS QUAD   -  ROBERT (1974)
 BJ1290
 BJ1290                         *CURRENT SURVEY CONTROL
 BJ1290  ___________________________________________________________________
 BJ1290* NAD 83(1986)-  30 30 27.     (N)    090 22 21.     (W)     SCALED    
 BJ1290* NAVD 88     -         9.81   (+/-2cm)      32.2    (feet)  VERTCON   
 BJ1290  ___________________________________________________________________
 BJ1290  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ1290
 BJ1290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1290
 BJ1290.The horizontal coordinates were scaled from a topographic map and have
 BJ1290.an estimated accuracy of +/- 6 seconds.
 BJ1290
 BJ1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1290.The vertical order pertains to the NGVD 29 superseded value.
 BJ1290
 BJ1290.The geoid height was determined by GEOID03.
 BJ1290
 BJ1290;                    North         East    Units  Estimated Accuracy
 BJ1290;SPC LA S     -   222,910.    1,092,230.      MT  (+/- 180 meters Scaled)
 BJ1290
 BJ1290                          SUPERSEDED SURVEY CONTROL
 BJ1290
 BJ1290  NGVD 29 (??/??/??)    9.814  (m)           32.20   (f) ADJUSTED    2 0
 BJ1290
 BJ1290.Superseded values are not recommended for survey control.
 BJ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1290.See file dsdata.txt to determine how the superseded data were derived.
 BJ1290
 BJ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP521779(NAD 83)
 BJ1290_MARKER: DD = SURVEY DISK
 BJ1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1290_STAMPING: TT 46 L 1931
 BJ1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1290+STABILITY: SURFACE MOTION
 BJ1290
 BJ1290  HISTORY     - Date     Condition        Report By
 BJ1290  HISTORY     - 1931     MONUMENTED       USGS
 BJ1290  HISTORY     - 1955     GOOD             CGS
 BJ1290
 BJ1290                          STATION DESCRIPTION
 BJ1290
 BJ1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1290'1.7 MI W FROM ROBERTS.
 BJ1290'LOCATED 1.7 MILES WEST ALONG THE GAYLORD CONTAINER CORP. RAILROAD FROM
 BJ1290'ROBERS, AT A ROAD CROSSING, THE ROAD LEADING SOUTH TO THE EXPERIMENT
 BJ1290'STATION.  IT IS 62 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 28 FEET
 BJ1290'WEST OF A NORTH-SOUTH ROAD, 20 FEET NORTH OF A POWER POLE WITH A METER
 BJ1290'ON THE EAST SIDE, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT EAST OF THE
 BJ1290'ANCHOR FOR THE GUY WIRE OF THE POLE.  IT IS A STANDARD U.S. GEOLOGICAL
 BJ1290'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BJ1290'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1287 ***********************************************************************
 BJ1287  DESIGNATION -  TT 47 L USGS
 BJ1287  PID         -  BJ1287
 BJ1287  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1287  USGS QUAD   -  ROBERT (1974)
 BJ1287
 BJ1287                         *CURRENT SURVEY CONTROL
 BJ1287  ___________________________________________________________________
 BJ1287* NAD 83(1986)-  30 30 12.     (N)    090 18 51.     (W)     SCALED    
 BJ1287* NAVD 88     -         8.28   (+/-2cm)      27.2    (feet)  VERTCON   
 BJ1287  ___________________________________________________________________
 BJ1287  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1287
 BJ1287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1287
 BJ1287.The horizontal coordinates were scaled from a topographic map and have
 BJ1287.an estimated accuracy of +/- 6 seconds.
 BJ1287
 BJ1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1287.The vertical order pertains to the NGVD 29 superseded value.
 BJ1287
 BJ1287.The geoid height was determined by GEOID03.
 BJ1287
 BJ1287;                    North         East    Units  Estimated Accuracy
 BJ1287;SPC LA S     -   222,500.    1,097,830.      MT  (+/- 180 meters Scaled)
 BJ1287
 BJ1287                          SUPERSEDED SURVEY CONTROL
 BJ1287
 BJ1287  NGVD 29 (??/??/??)    8.298  (m)           27.22   (f) ADJUSTED    2 0
 BJ1287
 BJ1287.Superseded values are not recommended for survey control.
 BJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1287.See file dsdata.txt to determine how the superseded data were derived.
 BJ1287
 BJ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP577776(NAD 83)
 BJ1287_MARKER: DD = SURVEY DISK
 BJ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1287_STAMPING: TT 47 L 1931 27.598
 BJ1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1287+STABILITY: SURFACE MOTION
 BJ1287
 BJ1287  HISTORY     - Date     Condition        Report By
 BJ1287  HISTORY     - 1931     MONUMENTED       USGS
 BJ1287  HISTORY     - 1955     GOOD             CGS
 BJ1287
 BJ1287                          STATION DESCRIPTION
 BJ1287
 BJ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1287'1.8 MI E FROM ROBERTS.
 BJ1287'LOCATED 1.8 MILES EAST OF ROBERTS ALONG THE GAYLORD CONTAINER CORP.
 BJ1287'RAILROAD AT AN ABANDONED ROAD CROSSING ABOUT 0.15 MILE WEST OF A
 BJ1287'PUBLIC ROAD CROSSING.  IT IS 110 PACES WEST OF A TRESTLE, 45 FEET
 BJ1287'NORTH OF THE NORTH RAIL, 35 FEET WEST OF THE WEST END OF A WOODEN
 BJ1287'GATE, 99 FEET NORTHEAST OF THE 5TH POLE WEST OF THE ROAD CROSSING
 BJ1287'(POLE NO. 1241) AND 3 FEET SOUTH OF A FENCE LINE. IT IS A STANDARD
 BJ1287'U.S. GEOLOGICAL DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BJ1287'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2537 ***********************************************************************
 BK2537  DESIGNATION -  TT 47 N RESET
 BK2537  PID         -  BK2537
 BK2537  STATE/COUNTY-  LA/BEAUREGARD
 BK2537  USGS QUAD   -  NEALE (1986)
 BK2537
 BK2537                         *CURRENT SURVEY CONTROL
 BK2537  ___________________________________________________________________
 BK2537* NAD 83(1986)-  30 50 22.     (N)    093 29 19.     (W)     SCALED    
 BK2537* NAVD 88     -        40.045  (meters)     131.38   (feet)  ADJUSTED  
 BK2537  ___________________________________________________________________
 BK2537  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2537  DYNAMIC HT  -          39.994 (meters)     131.21  (feet)  COMP
 BK2537  MODELED GRAV-     979,373.8   (mgal)                       NAVD 88
 BK2537
 BK2537  VERT ORDER  -  SECOND    CLASS I
 BK2537
 BK2537.The horizontal coordinates were scaled from a topographic map and have
 BK2537.an estimated accuracy of +/- 6 seconds.
 BK2537
 BK2537.The orthometric height was determined by differential leveling
 BK2537.and adjusted by the National Geodetic Survey in February 1994..
 BK2537
 BK2537.The geoid height was determined by GEOID03.
 BK2537
 BK2537.The dynamic height is computed by dividing the NAVD 88
 BK2537.geopotential number by the normal gravity value computed on the
 BK2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2537.degrees latitude (g = 980.6199 gals.).
 BK2537
 BK2537.The modeled gravity was interpolated from observed gravity values.
 BK2537
 BK2537;                    North         East    Units  Estimated Accuracy
 BK2537;SPC LA S     -   261,260.      793,820.      MT  (+/- 180 meters Scaled)
 BK2537
 BK2537                          SUPERSEDED SURVEY CONTROL
 BK2537
 BK2537.No superseded survey control is available for this station.
 BK2537
 BK2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ532119(NAD 83)
 BK2537_MARKER: DB = BENCH MARK DISK
 BK2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2537_SP_SET: CONCRETE POST
 BK2537_STAMPING: TT 47 N RESET 1965
 BK2537_MARK LOGO: LAGS  
 BK2537_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2537+STABILITY: SURFACE MOTION
 BK2537
 BK2537  HISTORY     - Date     Condition        Report By
 BK2537  HISTORY     - 1965     MONUMENTED       LAGS
 BK2537  HISTORY     - 1984     GOOD             LADTD
 BK2537
 BK2537                          STATION DESCRIPTION
 BK2537
 BK2537'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2537'2.35 KM (1.46 MI) EAST FROM JUNCTION.
 BK2537'2.35 KM (1.46 MILES) EAST ON US 190 FROM THE JUNCTION OF LA. 111 AND
 BK2537'US 190 TO THE MARK ON THE LEFT, 17.9 METERS (58.8 FEET) NORTH OF THE
 BK2537'CENTERLINE OF US 190, 7.7 METERS (25.3 FEET) WEST OF THE CENTERLINE OF
 BK2537'A DIRT AND GRAVEL ROAD LEADING NORTH, 1.5 METERS (5.0 FEET) WEST OF A
 BK2537'RIGHT OF WAY MARKER, 24.0 METER (78.7 FEET) SOUTHEAST OF THE SOUTHEAST
 BK2537'CORNER OF A METAL BUILDING ON A CONCRETE SLAB.
 BK2537'THE MARK IS 0.09 METERS  N FROM A WITNESS POST.
 BK2537'THE MARK IS ABOVE LEVEL WITH US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3034 ***********************************************************************
 AU3034  DESIGNATION -  TT 48 B
 AU3034  PID         -  AU3034
 AU3034  STATE/COUNTY-  LA/TERREBONNE
 AU3034  USGS QUAD   -  LAKE QUITMAN (1994)
 AU3034
 AU3034                         *CURRENT SURVEY CONTROL
 AU3034  ___________________________________________________________________
 AU3034* NAD 83(1992)-  29 19 09.15586(N)    090 42 19.52166(W)     ADJUSTED  
 AU3034* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU3034  **This station is located in a subsidence area (see below).
 AU3034  ___________________________________________________________________
 AU3034  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AU3034  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AU3034
 AU3034  HORZ ORDER  -  SECOND
 AU3034
 AU3034.The horizontal coordinates were established by classical geodetic methods
 AU3034.and adjusted by the National Geodetic Survey in January 1993..
 AU3034
 AU3034 ** The orthometric height has not been validated since last determined
 AU3034 ** by differential leveling and should not be used for control purposes.
 AU3034 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3034 ** area with valid NAVD 88 orthometric heights.
 AU3034 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3034 ** epoch indicated which incorporates improved geoid heights for the
 AU3034 ** Southern Louisiana Subsidence area.
 AU3034 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3034.The orthometric height was scaled from a topographic map.
 AU3034
 AU3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3034
 AU3034.The geoid height was determined by GEOID03.
 AU3034
 AU3034;                    North         East     Units Scale Factor Converg.
 AU3034;SPC LA S     -    90,974.008 1,060,993.454   MT  0.99999599   +0 18 50.3
 AU3034;SPC LA S     -   298,470.56  3,480,942.69   sFT  0.99999599   +0 18 50.3
 AU3034;UTM  15      - 3,245,537.858   722,832.791   MT  1.00021274   +1 07 26.6
 AU3034
 AU3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3034!SPC LA S     -   1.00000372  x   0.99999599  =   0.99999971
 AU3034!UTM  15      -   1.00000372  x   1.00021274  =   1.00021646
 AU3034
 AU3034|---------------------------------------------------------------------|
 AU3034| PID    Reference Object                     Distance      Geod. Az  |
 AU3034|                                                           dddmmss.s |
 AU3034| DD8195 TT 48 B RM 1                         29.500 METERS 03344     |
 AU3034| DD8194 TT 48 B AZ MK                                      2852413.6 |
 AU3034| DD8196 TT 48 B RM 2                         28.875 METERS 29207     |
 AU3034|---------------------------------------------------------------------|
 AU3034
 AU3034                          SUPERSEDED SURVEY CONTROL
 AU3034
 AU3034  NAD 83(1986)-  29 19 09.17641(N)    090 42 19.52994(W) AD(       ) 2
 AU3034  NAD 27      -  29 19 08.37000(N)    090 42 19.20900(W) AD(       ) 2
 AU3034
 AU3034.Superseded values are not recommended for survey control.
 AU3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3034.See file dsdata.txt to determine how the superseded data were derived.
 AU3034
 AU3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2283345538(NAD 83)
 AU3034_MARKER: DD = SURVEY DISK
 AU3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3034
 AU3034  HISTORY     - Date     Condition        Report By
 AU3034  HISTORY     - 1934     MONUMENTED       USGS
 AU3034  HISTORY     - 1952     GOOD             CGS
 AU3034
 AU3034                          STATION DESCRIPTION
 AU3034
 AU3034'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (ERM)
 AU3034'STATION ESTABLISHED BY U.S.G.S. IN 1932 AND DESCRIBED BY THEM AS
 AU3034'FOLLOWS--STATION 66, DULAC, 5.0 MILES S OF POST OFFICE ON LINE
 AU3034'BETWEEN SECTIONS 22 AND 27, T 20 S, R 17 E, 125 FEET E OF
 AU3034'FROISIN FRANCISS HOUSE, 13 FEET E OF THE CENTER LINE OF ROAD AT
 AU3034'GATE.  ABOUT 4.5 MILES BY DIRT ROAD FROM WHERE STATE HIGHWAY 141
 AU3034'CROSSES FOUR POINT BAYOU, ON THE W BRANCH OF FOUR POINT BAYOU,
 AU3034'BETWEEN THE ROAD AND THE BAYOU AND IN A PATH LEADING FROM A
 AU3034'HOUSE TO THE BAYOU.
 AU3034'
 AU3034'STATION MARK IS A STANDARD U.S.G.S. BRONZE TABLET SET IN A
 AU3034'CONCRETE POST AND STAMPED TTR 48 B 1932.
 AU3034'
 AU3034'TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE SET AT THIS STATION.
 AU3034'
 AU3034'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3034'IS 3 METERS (10 FEET) E OF THE ROAD AND
 AU3034'29.500 METERS (96.78 FEET) FROM THE STATION N 33 DEG 44 MIN E.
 AU3034'
 AU3034'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3034'IS 26 METERS (85 FEET) W OF THE ROAD
 AU3034'AND 28.875 METERS (94.73 FEET) FROM THE STATION N 67 DEG 53 MIN W.
 AU3034'
 AU3034'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE IN
 AU3034'THE TOP OF A TILE, IS 3 METERS (10 FEET)
 AU3034'E OF THE ROAD AND ABOUT 0.2 MILE FROM THE STATION N 19 DEG 18 MIN E.
 AU3034
 AU3034                          STATION RECOVERY (1952)
 AU3034
 AU3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3034'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 AU3034'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT NO SIGN OF IT
 AU3034'COULD BE FOUND.  THE DISTANCES TO THE REFERENCE MARKS WERE
 AU3034'CHECKED AND WERE FOUND TO BE CORRECT.  A NEW DESCRIPTION FOLLOWS--
 AU3034'
 AU3034'STATION IS LOCATED 20.5 MI. S OF THE INTERSECTION OF STATE
 AU3034'HIGHWAYS 141 AND 69 IN HOUMA, 128 FT. SE OF THE SE FRONT CORNER OF
 AU3034'AN OLD ABANDONED HOUSE, 23 FT. E-SE OF THE CENTERLINE OF THE ROAD,
 AU3034'AND 14 FT. W OF THE W END OF A SMALL DITCH TO A BAYOU.  IT IS A
 AU3034'UNITED STATES GEOLOGICAL SURVEY DISK, STAMPED TT 48 B 1932 AND
 AU3034'SET IN THE TOP OF A 8- BY 8-IN. CONCRETE MONUMENT PROJECTING 3
 AU3034'IN.  ABOVE THE GROUND.
 AU3034'
 AU3034'REFERENCE MARK 1 IS 92 FT. N OF THE CENTER OF THE W END OF THE
 AU3034'SMALL DITCH TO THE BAYOU, AND 28 FT. E-SE OF THE CENTERLINE OF
 AU3034'THE ROAD.  IT IS A STANDARD DISK, STAMPED TT 48 B NO 1 AND SET
 AU3034'IN THE TOP OF A 9- BY 9-IN. CONCRETE MONUMENT PROJECTING 2 IN.
 AU3034'ABOVE THE GROUND.
 AU3034'
 AU3034'REFERENCE MARK 2 IS 71 FT. W-NW OF THE CENTERLINE OF THE
 AU3034'ROAD, AND 45 FT. S OF THE SE FRONT CORNER OF THE OLD ABANDONED
 AU3034'HOUSE.  IT IS A STANDARD DISK, STAMPED TT 48 B NO 2 AND SET IN
 AU3034'THE TOP OF A 9- BY 9-IN. CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AU3034'
 AU3034'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 141
 AU3034'AND 69 IN HOUMA, GO S ON STATE HIGHWAY 141 TO A BRIDGE OVER
 AU3034'FOUR POINT BAYOU (JUST S OF DULAC), AND THENCE S ON A DIRT
 AU3034'ROAD WHICH PARALLELS FOUR POINT BAYOU FOR 3.9 MI. TO AN OLD
 AU3034'ABANDONED HOUSE AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1285 ***********************************************************************
 BJ1285  DESIGNATION -  TT 48 L USGS
 BJ1285  PID         -  BJ1285
 BJ1285  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1285  USGS QUAD   -  ROBERT (1974)
 BJ1285
 BJ1285                         *CURRENT SURVEY CONTROL
 BJ1285  ___________________________________________________________________
 BJ1285* NAD 83(1986)-  30 30 02.     (N)    090 16 11.     (W)     SCALED    
 BJ1285* NAVD 88     -         9.53   (+/-2cm)      31.3    (feet)  VERTCON   
 BJ1285  ___________________________________________________________________
 BJ1285  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ1285
 BJ1285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1285
 BJ1285.The horizontal coordinates were scaled from a topographic map and have
 BJ1285.an estimated accuracy of +/- 6 seconds.
 BJ1285
 BJ1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1285.The vertical order pertains to the NGVD 29 superseded value.
 BJ1285
 BJ1285.The geoid height was determined by GEOID03.
 BJ1285
 BJ1285;                    North         East    Units  Estimated Accuracy
 BJ1285;SPC LA S     -   222,230.    1,102,100.      MT  (+/- 180 meters Scaled)
 BJ1285
 BJ1285                          SUPERSEDED SURVEY CONTROL
 BJ1285
 BJ1285  NGVD 29 (??/??/??)    9.555  (m)           31.35   (f) ADJUSTED    2 0
 BJ1285
 BJ1285.Superseded values are not recommended for survey control.
 BJ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1285.See file dsdata.txt to determine how the superseded data were derived.
 BJ1285
 BJ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP620774(NAD 83)
 BJ1285_MARKER: DD = SURVEY DISK
 BJ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1285_STAMPING: TT 48 L 1931
 BJ1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1285+STABILITY: SURFACE MOTION
 BJ1285
 BJ1285  HISTORY     - Date     Condition        Report By
 BJ1285  HISTORY     - 1931     MONUMENTED       USGS
 BJ1285  HISTORY     - 1955     POOR             CGS
 BJ1285
 BJ1285                          STATION DESCRIPTION
 BJ1285
 BJ1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1285'0.4 MI E FROM LORRAINE.
 BJ1285'LOCATED 10 MILES WEST OF COVINGTON ALONG THE GAYLORD CONTAINER CORP.
 BJ1285'FROM COVINGTON AT A RAILROAD CROSSING KNOWN AS LORRAINE.  IT IS 11
 BJ1285'POLES EAST OF A ROAD CROSSING, 208 PACES EAST OF MILE POST C 10 AND
 BJ1285'ABOUT 0.3 MILE SOUTH OF A FIRE TOWER.  IT IS 47 FEET NORTH OF THE
 BJ1285'NORTH RAIL OF THE TRACK, ACROSS THE TRACKS AND ABOUT MIDWAY BETWEEN
 BJ1285'POLES NO. 1186 AND 1187 AND 180 FEET EAST OF THE EAST END OF THE
 BJ1285'EASTERLY ONE OF TWO TRESTLES.  IT IS A STANDARD U.S. GEOLOGICAL DISK
 BJ1285'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE
 BJ1285'MARK HAS BEEN DISTRUBED AND IS LEANING TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2541 ***********************************************************************
 BK2541  DESIGNATION -  TT 48 N RESET
 BK2541  PID         -  BK2541
 BK2541  STATE/COUNTY-  LA/BEAUREGARD
 BK2541  USGS QUAD   -  NEALE (1986)
 BK2541
 BK2541                         *CURRENT SURVEY CONTROL
 BK2541  ___________________________________________________________________
 BK2541* NAD 83(1992)-  30 50 20.64876(N)    093 25 49.39063(W)     ADJUSTED  
 BK2541* NAVD 88     -        60.290  (meters)     197.80   (feet)  ADJUSTED  
 BK2541  ___________________________________________________________________
 BK2541  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 BK2541  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK2541  DYNAMIC HT  -          60.214 (meters)     197.55  (feet)  COMP
 BK2541  MODELED GRAV-     979,372.4   (mgal)                       NAVD 88
 BK2541
 BK2541  HORZ ORDER  -  SECOND
 BK2541  VERT ORDER  -  SECOND    CLASS I
 BK2541
 BK2541.The horizontal coordinates were established by classical geodetic methods
 BK2541.and adjusted by the National Geodetic Survey in January 1993..
 BK2541
 BK2541.The orthometric height was determined by differential leveling
 BK2541.and adjusted by the National Geodetic Survey in February 1994..
 BK2541
 BK2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2541
 BK2541.The geoid height was determined by GEOID03.
 BK2541
 BK2541.The dynamic height is computed by dividing the NAVD 88
 BK2541.geopotential number by the normal gravity value computed on the
 BK2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2541.degrees latitude (g = 980.6199 gals.).
 BK2541
 BK2541.The modeled gravity was interpolated from observed gravity values.
 BK2541
 BK2541;                    North         East     Units Scale Factor Converg.
 BK2541;SPC LA S     -   261,117.325   799,391.628   MT  1.00003253   -1 02 54.8
 BK2541;SPC LA S     -   856,682.42  2,622,670.70   sFT  1.00003253   -1 02 54.8
 BK2541;SPC LA N     -    37,978.270   910,988.320   MT  1.00009040   -0 29 30.8
 BK2541;SPC LA N     -   124,600.37  2,988,800.85   sFT  1.00009040   -0 29 30.8
 BK2541;SPC TX C     - 3,150,446.777 1,359,866.267   MT  0.99988573   +3 33 19.5
 BK2541;SPC TX C     -10,336,090.80  4,461,494.58   sFT  0.99988573   +3 33 19.5
 BK2541;UTM  15      - 3,411,846.211   458,843.693   MT  0.99962089   -0 13 14.3
 BK2541
 BK2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2541!SPC LA S     -   0.99999480  x   1.00003253  =   1.00002733
 BK2541!SPC LA N     -   0.99999480  x   1.00009040  =   1.00008520
 BK2541!SPC TX C     -   0.99999480  x   0.99988573  =   0.99988053
 BK2541!UTM  15      -   0.99999480  x   0.99962089  =   0.99961569
 BK2541
 BK2541                          SUPERSEDED SURVEY CONTROL
 BK2541
 BK2541  NAD 83(1986)-  30 50 20.66091(N)    093 25 49.38675(W) AD(       ) 2
 BK2541  NAD 27      -  30 50 19.94938(N)    093 25 48.78312(W) AD(       ) 2
 BK2541
 BK2541.Superseded values are not recommended for survey control.
 BK2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2541.See file dsdata.txt to determine how the superseded data were derived.
 BK2541
 BK2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5884411846(NAD 83)
 BK2541_MARKER: DZ = AZIMUTH MARK DISK
 BK2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2541_SP_SET: CONCRETE POST
 BK2541_STAMPING: TT 48 N RESET 1963
 BK2541_MARK LOGO: USGS  
 BK2541_PROJECTION: PROJECTING 2 CENTIMETERS
 BK2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2541+STABILITY: SURFACE MOTION
 BK2541
 BK2541  HISTORY     - Date     Condition        Report By
 BK2541  HISTORY     - 1963     MONUMENTED       USGS
 BK2541  HISTORY     - 1984     GOOD             LADTD
 BK2541
 BK2541                          STATION DESCRIPTION
 BK2541
 BK2541'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BK2541'U.S. GEOLOGICAL SURVEY STATION MARK IS USED AS
 BK2541'AN AZIMUTH MARK FOR STATION TROUT.  IT IS 0.25 MILE WEST OF THE
 BK2541'STATION, AT THE JUNCTION WITH A DRIVEWAY LEADING SOUTH TO A
 BK2541'FARM HOUSE ABOUT 0.1 MILE SOUTH OF THE HIGHWAY, ACROSS THE
 BK2541'HIGHWAY FROM A SMALL RED HOUSE OWNED BY CHARLES BOCHER, 67.5
 BK2541'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 33 FEET EAST OF THE
 BK2541'CENTER OF THE DRIVEWAY, 22 FEET EAST OF THE EAST END OF A
 BK2541'CATTLE GUARD IN DRIVEWAY, AND 1 FOOT SOUTHWEST OF A METAL
 BK2541'WITNESS POST.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 BK2541'STA PED TT 48 N RESET 1963, SET IN THE TOP OF A 12-INCH
 BK2541'ROUND CONCRETE POST PROJECTING 4 INCHES.
 BK2541
 BK2541                          STATION RECOVERY (1984)
 BK2541
 BK2541'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2541'7.95 KM (4.94 MI) EAST FROM JUNCTION.
 BK2541'7.95 KM (4.94 MILES) EAST ON US 190 FROM THE JUNCTION OF LA 111 AND US
 BK2541'190 TO THE MARK ON THE RIGHT, 20.8 METERS (68.4 FEET) SOUTH OF THE
 BK2541'CENTERLINE OF US 190, 11.0 METERS (36.0 FEET) SOUTH-SOUTHEAST OF THE
 BK2541'EAST END OF A 1, INCH BY 41 FOOT REINFORCED CONCRETE PIPE SIDEDRAIN
 BK2541'FOR A DRIVE LEADING SOUTH, 0.18 METERS (0.6 FEET) NORTH A MESH AND
 BK2541'BARBED WIRE FENCE.
 BK2541'THE MARK IS 0.18 METERS  N FROM A WITNESS POST.
 BK2541'THE MARK IS 2.1 M ABOVE US 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3071 ***********************************************************************
 BK3071  DESIGNATION -  TT 48 N USGS 1935
 BK3071  PID         -  BK3071
 BK3071  STATE/COUNTY-  LA/BEAUREGARD
 BK3071  USGS QUAD   -  NEALE (1986)
 BK3071
 BK3071                         *CURRENT SURVEY CONTROL
 BK3071  ___________________________________________________________________
 BK3071* NAD 83(1992)-  30 50 21.09164(N)    093 25 49.52834(W)     ADJUSTED  
 BK3071* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 BK3071  ___________________________________________________________________
 BK3071  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 BK3071  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK3071
 BK3071  HORZ ORDER  -  SECOND
 BK3071
 BK3071.The horizontal coordinates were established by classical geodetic methods
 BK3071.and adjusted by the National Geodetic Survey in January 1993..
 BK3071
 BK3071.The orthometric height was scaled from a topographic map.
 BK3071
 BK3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3071
 BK3071.The geoid height was determined by GEOID03.
 BK3071
 BK3071;                    North         East     Units Scale Factor Converg.
 BK3071;SPC LA S     -   261,131.029   799,388.219   MT  1.00003256   -1 02 54.9
 BK3071;SPC LA S     -   856,727.38  2,622,659.52   sFT  1.00003256   -1 02 54.9
 BK3071;SPC TX C     - 3,150,460.162 1,359,861.769   MT  0.99988573   +3 33 19.5
 BK3071;SPC TX C     -10,336,134.71  4,461,479.82   sFT  0.99988573   +3 33 19.5
 BK3071;SPC LA N     -    37,991.941   910,984.778   MT  1.00009036   -0 29 30.9
 BK3071;SPC LA N     -   124,645.23  2,988,789.23   sFT  1.00009036   -0 29 30.9
 BK3071;UTM  15      - 3,411,859.859   458,840.088   MT  0.99962090   -0 13 14.3
 BK3071
 BK3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3071!SPC LA S     -   0.99999455  x   1.00003256  =   1.00002711
 BK3071!SPC TX C     -   0.99999455  x   0.99988573  =   0.99988028
 BK3071!SPC LA N     -   0.99999455  x   1.00009036  =   1.00008491
 BK3071!UTM  15      -   0.99999455  x   0.99962090  =   0.99961545
 BK3071
 BK3071:                Primary Azimuth Mark                     Grid Az
 BK3071:SPC LA S     -  TROUT                                    086 03 56.4
 BK3071:SPC TX C     -  TROUT                                    081 27 42.0
 BK3071:SPC LA N     -  TROUT                                    085 30 32.4
 BK3071:UTM  15      -  TROUT                                    085 14 15.8
 BK3071
 BK3071|---------------------------------------------------------------------|
 BK3071| PID    Reference Object                     Distance      Geod. Az  |
 BK3071|                                                           dddmmss.s |
 BK3071| BK2543 TROUT                               437.021 METERS 0850101.5 |
 BK3071| BK2541 TT 48 N RESET                        14.121 METERS 16459     |
 BK3071|---------------------------------------------------------------------|
 BK3071
 BK3071                          SUPERSEDED SURVEY CONTROL
 BK3071
 BK3071  NAD 83(1986)-  30 50 21.10379(N)    093 25 49.52447(W) AD(       ) 2
 BK3071  NAD 27      -  30 50 20.39228(N)    093 25 48.92084(W) AD(       ) 2
 BK3071
 BK3071.Superseded values are not recommended for survey control.
 BK3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3071.See file dsdata.txt to determine how the superseded data were derived.
 BK3071
 BK3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ5884011860(NAD 83)
 BK3071_MARKER: DB = BENCH MARK DISK
 BK3071_SETTING: 0 = UNSPECIFIED SETTING
 BK3071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3071
 BK3071  HISTORY     - Date     Condition        Report By
 BK3071  HISTORY     - 1935     MONUMENTED       USGS
 BK3071
 BK3071                          STATION DESCRIPTION
 BK3071
 BK3071'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 BK3071'U.S.G.S. BENCH MARK TT48 N 1934 (AZIMUTH MARK) IS W OF STATION TROUT,
 BK3071'22 FEET S OF CENTER LINE OF THE HIGHWAY, 6 FEET N OF THE
 BK3071'WIRE FENCE, 7 FEET NE OF THE GATEPOST AT E END OF THE CATTLE
 BK3071'GUARD.  THE MARK IS A STANDARD U.S.G.S. BENCH MARK BRONZE
 BK3071'TABLET SET IN A PRECAST CONCRETE POST.  IT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2611 ***********************************************************************
 CQ2611  DESIGNATION -  TT 48 TX
 CQ2611  PID         -  CQ2611
 CQ2611  STATE/COUNTY-  LA/CADDO
 CQ2611  USGS QUAD   -  WALLACE LAKE (1992)
 CQ2611
 CQ2611                         *CURRENT SURVEY CONTROL
 CQ2611  ___________________________________________________________________
 CQ2611* NAD 83(1986)-  32 18 05.     (N)    093 37 41.     (W)     SCALED    
 CQ2611* NAVD 88     -        45.721  (meters)     150.00   (feet)  ADJUSTED  
 CQ2611  ___________________________________________________________________
 CQ2611  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ2611  DYNAMIC HT  -          45.669 (meters)     149.83  (feet)  COMP
 CQ2611  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 CQ2611
 CQ2611  VERT ORDER  -  SECOND    CLASS II
 CQ2611
 CQ2611.The horizontal coordinates were scaled from a topographic map and have
 CQ2611.an estimated accuracy of +/- 6 seconds.
 CQ2611
 CQ2611.The orthometric height was determined by differential leveling
 CQ2611.and adjusted by the National Geodetic Survey in February 1994..
 CQ2611
 CQ2611.The geoid height was determined by GEOID03.
 CQ2611
 CQ2611.The dynamic height is computed by dividing the NAVD 88
 CQ2611.geopotential number by the normal gravity value computed on the
 CQ2611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2611.degrees latitude (g = 980.6199 gals.).
 CQ2611
 CQ2611.The modeled gravity was interpolated from observed gravity values.
 CQ2611
 CQ2611;                    North         East    Units  Estimated Accuracy
 CQ2611;SPC LA N     -   200,280.      893,770.      MT  (+/- 180 meters Scaled)
 CQ2611
 CQ2611                          SUPERSEDED SURVEY CONTROL
 CQ2611
 CQ2611.No superseded survey control is available for this station.
 CQ2611
 CQ2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR408740(NAD 83)
 CQ2611_MARKER: DB = BENCH MARK DISK
 CQ2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2611_SP_SET: CONCRETE POST
 CQ2611_STAMPING: TT 48 TX 1937
 CQ2611_MARK LOGO: USGS  
 CQ2611_PROJECTION: FLUSH
 CQ2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2611+STABILITY: SURFACE MOTION
 CQ2611
 CQ2611  HISTORY     - Date     Condition        Report By
 CQ2611  HISTORY     - 1937     MONUMENTED       USGS
 CQ2611  HISTORY     - 1981     GOOD             LADTD
 CQ2611  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 CQ2611  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ2611
 CQ2611                          STATION DESCRIPTION
 CQ2611
 CQ2611'DESCRIBED BY LA TRANSP AND DEV 1981
 CQ2611'9.6 KM (6.0 MI) NE FROM FRIERSON.
 CQ2611'9.6 KM (6.0 MI) NORTHEAST ALONG STATE HIGHWAY 145 FROM THE DEPOT
 CQ2611'IN FRIERSON, ABOUT 0.1 MILE SOUTH OF QUARTER CORNER BETWEEN SECTIONS
 CQ2611'7 AND 8, T 15 N, R 12 W, AND 21.0 FEET NORTH AND 46.0 FEET EAST OF
 CQ2611'HIGHWAY 145 AND ELLERBE ROAD.
 CQ2611
 CQ2611                          STATION RECOVERY (1994)
 CQ2611
 CQ2611'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2611'MARK NOT FOUND.
 CQ2611
 CQ2611                          STATION RECOVERY (1999)
 CQ2611
 CQ2611'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1595 ***********************************************************************
 BJ1595  DESIGNATION -  TT 49 L USGS
 BJ1595  PID         -  BJ1595
 BJ1595  STATE/COUNTY-  LA/ST TAMMANY
 BJ1595  USGS QUAD   -  MADISONVILLE (1979)
 BJ1595
 BJ1595                         *CURRENT SURVEY CONTROL
 BJ1595  ___________________________________________________________________
 BJ1595* NAD 83(1986)-  30 29 46.     (N)    090 12 07.     (W)     SCALED    
 BJ1595* NAVD 88     -        10.47   (+/-2cm)      34.4    (feet)  VERTCON   
 BJ1595  ___________________________________________________________________
 BJ1595  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1595
 BJ1595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1595
 BJ1595.The horizontal coordinates were scaled from a topographic map and have
 BJ1595.an estimated accuracy of +/- 6 seconds.
 BJ1595
 BJ1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1595.The vertical order pertains to the NGVD 29 superseded value.
 BJ1595
 BJ1595.The geoid height was determined by GEOID03.
 BJ1595
 BJ1595;                    North         East    Units  Estimated Accuracy
 BJ1595;SPC LA S     -   221,800.    1,108,610.      MT  (+/- 180 meters Scaled)
 BJ1595
 BJ1595                          SUPERSEDED SURVEY CONTROL
 BJ1595
 BJ1595  NGVD 29 (??/??/??)   10.498  (m)           34.44   (f) ADJUSTED    2 0
 BJ1595
 BJ1595.Superseded values are not recommended for survey control.
 BJ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1595.See file dsdata.txt to determine how the superseded data were derived.
 BJ1595
 BJ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP685770(NAD 83)
 BJ1595_MARKER: DD = SURVEY DISK
 BJ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1595_STAMPING: TTS 49 L 1931 35
 BJ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1595+STABILITY: SURFACE MOTION
 BJ1595
 BJ1595  HISTORY     - Date     Condition        Report By
 BJ1595  HISTORY     - 1931     MONUMENTED       USGS
 BJ1595  HISTORY     - 1955     GOOD             CGS
 BJ1595
 BJ1595                          STATION DESCRIPTION
 BJ1595
 BJ1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1595'6.7 MI W FROM COVINGTON.
 BJ1595'LOCATED ABOUT 5.8 MILES WEST ALONG THE GAYLORD CONTAINER CORP.
 BJ1595'RAILROAD FROM THE STATION IN COVINGTON, AT GOODBEE RAILROAD SIDING. IT
 BJ1595'IS 0.3 MILE WEST OF THE CROSSING OF STATE HIGHWAY 188, 65 FEET
 BJ1595'NORTHWEST OF POLE NO. 1103, 76 PACES WEST OF A PRIVATE ROAD CROSSING
 BJ1595'TO A HOUSE ON THE NORTH SIDE OF THE TRACK, 75 FEET EAST OF A DIM ROAD
 BJ1595'CROSSING AND 10 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  IT IS
 BJ1595'A STANDARD U.S. GEOLOGICAL DISK SET IN THE TOP OF A CONCRETE POST
 BJ1595'PROJECTING 14 INCHES AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1310 ***********************************************************************
 BK1310  DESIGNATION -  TT 5 S USGS
 BK1310  PID         -  BK1310
 BK1310  STATE/COUNTY-  LA/ALLEN
 BK1310  USGS QUAD   -  REEVES (1986)
 BK1310
 BK1310                         *CURRENT SURVEY CONTROL
 BK1310  ___________________________________________________________________
 BK1310* NAD 83(1986)-  30 31 08.     (N)    093 02 53.     (W)     SCALED    
 BK1310* NAVD 88     -        14.10   (+/-2cm)      46.3    (feet)  VERTCON   
 BK1310  ___________________________________________________________________
 BK1310  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1310
 BK1310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1310
 BK1310.The horizontal coordinates were scaled from a topographic map and have
 BK1310.an estimated accuracy of +/- 6 seconds.
 BK1310
 BK1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1310.The vertical order pertains to the NGVD 29 superseded value.
 BK1310
 BK1310.The geoid height was determined by GEOID03.
 BK1310
 BK1310;                    North         East    Units  Estimated Accuracy
 BK1310;SPC LA S     -   225,020.      835,430.      MT  (+/- 180 meters Scaled)
 BK1310
 BK1310                          SUPERSEDED SURVEY CONTROL
 BK1310
 BK1310  NGVD 29 (??/??/??)   14.064  (m)           46.14   (f) ADJUSTED    2 0
 BK1310
 BK1310.Superseded values are not recommended for survey control.
 BK1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1310.See file dsdata.txt to determine how the superseded data were derived.
 BK1310
 BK1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP953762(NAD 83)
 BK1310_MARKER: DD = SURVEY DISK
 BK1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1310_STAMPING: TT 5 S 1934
 BK1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1310+STABILITY: SURFACE MOTION
 BK1310
 BK1310  HISTORY     - Date     Condition        Report By
 BK1310  HISTORY     - 1934     MONUMENTED       USGS
 BK1310  HISTORY     - 1935     GOOD             CGS
 BK1310
 BK1310                          STATION DESCRIPTION
 BK1310
 BK1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1310'IN REEVES.
 BK1310'37 YARDS E OF STATION.  38 FEET S OF CENTER OF TRACK AND A CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1478 ***********************************************************************
 BX1478  DESIGNATION -  TT 5 TX USGS
 BX1478  PID         -  BX1478
 BX1478  STATE/COUNTY-  LA/WINN
 BX1478  USGS QUAD   -  CALVIN (1983)
 BX1478
 BX1478                         *CURRENT SURVEY CONTROL
 BX1478  ___________________________________________________________________
 BX1478* NAD 83(1986)-  31 55 26.     (N)    092 47 53.     (W)     SCALED    
 BX1478* NAVD 88     -        89.14   (+/-2cm)     292.5    (feet)  VERTCON   
 BX1478  ___________________________________________________________________
 BX1478  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1478
 BX1478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1478
 BX1478.The horizontal coordinates were scaled from a topographic map and have
 BX1478.an estimated accuracy of +/- 6 seconds.
 BX1478
 BX1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1478.The vertical order pertains to the NGVD 29 superseded value.
 BX1478
 BX1478.The geoid height was determined by GEOID03.
 BX1478
 BX1478;                    North         East    Units  Estimated Accuracy
 BX1478;SPC LA N     -   157,910.      971,820.      MT  (+/- 180 meters Scaled)
 BX1478
 BX1478                          SUPERSEDED SURVEY CONTROL
 BX1478
 BX1478  NGVD 29 (??/??/??)   89.164  (m)          292.53   (f) ADJUSTED    2 0
 BX1478
 BX1478.Superseded values are not recommended for survey control.
 BX1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1478.See file dsdata.txt to determine how the superseded data were derived.
 BX1478
 BX1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR190320(NAD 83)
 BX1478_MARKER: DD = SURVEY DISK
 BX1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1478_STAMPING: TT5TX 1937
 BX1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1478+STABILITY: SURFACE MOTION
 BX1478
 BX1478  HISTORY     - Date     Condition        Report By
 BX1478  HISTORY     - 1937     MONUMENTED       USGS
 BX1478  HISTORY     - 1949     GOOD             CGS
 BX1478
 BX1478                          STATION DESCRIPTION
 BX1478
 BX1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1478'3.15 MI SW FROM CALVIN.
 BX1478'3.15 MILES SOUTHWEST ALONG AN ABANDONED ROAD FROM THE LOUISIANA AND
 BX1478'ARKANSAS RAILROAD STATION AT CALVIN, 40 FEET SOUTHEAST OF THE CENTER
 BX1478'LINE OF A NORTHEAST AND SOUTHWEST ROAD, 35 FEET NORTHEAST OF THE
 BX1478'CENTER LINE OF A NORTHWEST AND SOUTHEAST ROAD, 16.0 FEET NORTHEAST OF
 BX1478'A TELEPHONE POLE, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 BX1478'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1263 ***********************************************************************
 BX1263  DESIGNATION -  TT 5 W USGS
 BX1263  PID         -  BX1263
 BX1263  STATE/COUNTY-  LA/RAPIDES
 BX1263  USGS QUAD   -  MELDER (1993)
 BX1263
 BX1263                         *CURRENT SURVEY CONTROL
 BX1263  ___________________________________________________________________
 BX1263* NAD 83(1986)-  31 02 43.     (N)    092 43 40.     (W)     SCALED    
 BX1263* NAVD 88     -        71.36   (+/-2cm)     234.1    (feet)  VERTCON   
 BX1263  ___________________________________________________________________
 BX1263  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX1263
 BX1263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1263
 BX1263.The horizontal coordinates were scaled from a topographic map and have
 BX1263.an estimated accuracy of +/- 6 seconds.
 BX1263
 BX1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1263.The vertical order pertains to the NGVD 29 superseded value.
 BX1263
 BX1263.The geoid height was determined by GEOID03.
 BX1263
 BX1263;                    North         East    Units  Estimated Accuracy
 BX1263;SPC LA N     -    60,480.      978,260.      MT  (+/- 180 meters Scaled)
 BX1263
 BX1263                          SUPERSEDED SURVEY CONTROL
 BX1263
 BX1263  NGVD 29 (??/??/??)   71.368  (m)          234.15   (f) ADJUSTED    2 0
 BX1263
 BX1263.Superseded values are not recommended for survey control.
 BX1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1263.See file dsdata.txt to determine how the superseded data were derived.
 BX1263
 BX1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ259346(NAD 83)
 BX1263_MARKER: DD = SURVEY DISK
 BX1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1263_STAMPING: TT5W 1934
 BX1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1263+STABILITY: SURFACE MOTION
 BX1263
 BX1263  HISTORY     - Date     Condition        Report By
 BX1263  HISTORY     - 1934     MONUMENTED       USGS
 BX1263  HISTORY     - 1969     GOOD             LADTD
 BX1263
 BX1263                          STATION DESCRIPTION
 BX1263
 BX1263'DESCRIBED BY LA TRANSP AND DEV 1969
 BX1263'8.65 MI SE FROM HINESTON.
 BX1263'ABOUT 3.55 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 112 FROM UNION
 BX1263'HILL.  144 FEET NORTHEAST OF BENCH MARK 40V41.  38 FEET NORTHWEST OF
 BX1263'THE CENTER OF LOUISIANA HIGHWAY 112.  LOCATED ON TOP OF BACK SLOPE OF
 BX1263'ROAD DITCH AT THE BASE OF A 8 INCH PINE TREE.  DISK SET IN TOP OF
 BX1263'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1648 ***********************************************************************
 BX1648  DESIGNATION -  TT 5 WM USGS
 BX1648  PID         -  BX1648
 BX1648  STATE/COUNTY-  LA/GRANT
 BX1648  USGS QUAD   -  PACKTON (1984)
 BX1648
 BX1648                         *CURRENT SURVEY CONTROL
 BX1648  ___________________________________________________________________
 BX1648* NAD 83(1986)-  31 45 10.     (N)    092 36 04.     (W)     SCALED    
 BX1648* NAVD 88     -        45.73   (+/-2cm)     150.0    (feet)  VERTCON   
 BX1648  ___________________________________________________________________
 BX1648  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1648
 BX1648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1648
 BX1648.The horizontal coordinates were scaled from a topographic map and have
 BX1648.an estimated accuracy of +/- 6 seconds.
 BX1648
 BX1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1648.The vertical order pertains to the NGVD 29 superseded value.
 BX1648
 BX1648.The geoid height was determined by GEOID03.
 BX1648
 BX1648;                    North         East    Units  Estimated Accuracy
 BX1648;SPC LA N     -   138,910.      990,420.      MT  (+/- 180 meters Scaled)
 BX1648
 BX1648                          SUPERSEDED SURVEY CONTROL
 BX1648
 BX1648  NGVD 29 (??/??/??)   45.746  (m)          150.09   (f) ADJUSTED    2 0
 BX1648
 BX1648.Superseded values are not recommended for survey control.
 BX1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1648.See file dsdata.txt to determine how the superseded data were derived.
 BX1648
 BX1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR377131(NAD 83)
 BX1648_MARKER: DD = SURVEY DISK
 BX1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1648_STAMPING: TT 5 WM 1949
 BX1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1648+STABILITY: SURFACE MOTION
 BX1648
 BX1648  HISTORY     - Date     Condition        Report By
 BX1648  HISTORY     - 1949     MONUMENTED       USGS
 BX1648  HISTORY     - 1949     GOOD             CGS
 BX1648
 BX1648                          STATION DESCRIPTION
 BX1648
 BX1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1648'5.7 MI SW FROM PACKTON.
 BX1648'0.15 MILE WEST ALONG STATE HIGHWAY 108 FROM THE LOUISIANA AND ARKANSAS
 BX1648'RAILROAD STATION AT PACKTON, THENCE 3.75 MILES SOUTH ALONG U.S.
 BX1648'HIGHWAY 167, THENCE 1.8 MILES NORTHWEST ALONG A GRAVELED ROAD, 32 FEET
 BX1648'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 20.0 FEET SOUTHWEST OF A 24
 BX1648'INCH TRIANGULAR BLAZED OAK TREE, 1.8 FEET NORTHEAST OF A WITNESS POST,
 BX1648'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BX1648'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1593 ***********************************************************************
 BJ1593  DESIGNATION -  TT 50 L
 BJ1593  PID         -  BJ1593
 BJ1593  STATE/COUNTY-  LA/ST TAMMANY
 BJ1593  USGS QUAD   -  MADISONVILLE (1979)
 BJ1593
 BJ1593                         *CURRENT SURVEY CONTROL
 BJ1593  ___________________________________________________________________
 BJ1593* NAD 83(1986)-  30 29 34.     (N)    090 09 07.     (W)     SCALED    
 BJ1593* NAVD 88     -         8.704  (meters)      28.56   (feet)  ADJUSTED  
 BJ1593  ___________________________________________________________________
 BJ1593  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1593  DYNAMIC HT  -           8.693 (meters)      28.52  (feet)  COMP
 BJ1593  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ1593
 BJ1593  VERT ORDER  -  FIRST     CLASS II
 BJ1593
 BJ1593.The horizontal coordinates were scaled from a topographic map and have
 BJ1593.an estimated accuracy of +/- 6 seconds.
 BJ1593
 BJ1593.The orthometric height was determined by differential leveling
 BJ1593.and adjusted by the National Geodetic Survey in February 1994..
 BJ1593
 BJ1593.The geoid height was determined by GEOID03.
 BJ1593
 BJ1593.The dynamic height is computed by dividing the NAVD 88
 BJ1593.geopotential number by the normal gravity value computed on the
 BJ1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1593.degrees latitude (g = 980.6199 gals.).
 BJ1593
 BJ1593.The modeled gravity was interpolated from observed gravity values.
 BJ1593
 BJ1593;                    North         East    Units  Estimated Accuracy
 BJ1593;SPC LA S     -   221,480.    1,113,410.      MT  (+/- 180 meters Scaled)
 BJ1593
 BJ1593                          SUPERSEDED SURVEY CONTROL
 BJ1593
 BJ1593  NGVD 29 (??/??/??)    8.707  (m)           28.57   (f) ADJUSTED    1 2
 BJ1593
 BJ1593.Superseded values are not recommended for survey control.
 BJ1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1593.See file dsdata.txt to determine how the superseded data were derived.
 BJ1593
 BJ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP733768(NAD 83)
 BJ1593_MARKER: DD = SURVEY DISK
 BJ1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1593_SP_SET: CONCRETE POST
 BJ1593_STAMPING: TT 50 L 1931 28.986
 BJ1593_MARK LOGO: USGS  
 BJ1593_PROJECTION: FLUSH
 BJ1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1593+STABILITY: SURFACE MOTION
 BJ1593
 BJ1593  HISTORY     - Date     Condition        Report By
 BJ1593  HISTORY     - 1931     MONUMENTED       USGS
 BJ1593  HISTORY     - 1955     GOOD             CGS
 BJ1593  HISTORY     - 1961     GOOD             CGS
 BJ1593  HISTORY     - 1982     GOOD             LADTD
 BJ1593  HISTORY     - 1986     GOOD             NGS
 BJ1593  HISTORY     - 20031012 GOOD             USPSQD
 BJ1593
 BJ1593                          STATION DESCRIPTION
 BJ1593
 BJ1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1593'3.7 MI W FROM COVINGTON.
 BJ1593'LOCATED 3.7 MILES WEST ALONG THE GAYLORD CONTAINER CORP. RAILROAD,
 BJ1593'FROM THE STATION IN COVINGTON, 1 MILE EAST THE TCHEFUNCTA RIVER AND
 BJ1593'0.1 MILE EAST OF MILEPOST C 3.  IT IS BETWEEN U.S. HIGHWAY 190 AND THE
 BJ1593'TRACK IN THE NORTHWEST ANGLE OF A ROAD CROSSING, 58 FEET SOUTH OF THE
 BJ1593'CENTERLINE OF U.S. 190, 19 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 BJ1593'31 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 46 FEET
 BJ1593'NORTHWEST OF THE CENTER OF A ROAD CROSSING.  IT IS A STANDARD U.S.
 BJ1593'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BJ1593'THE GROUND.
 BJ1593
 BJ1593                          STATION RECOVERY (1961)
 BJ1593
 BJ1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 BJ1593'RECOVERED IN GOOD CONDITION.
 BJ1593
 BJ1593                          STATION RECOVERY (1982)
 BJ1593
 BJ1593'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1593'RECOVERED IN GOOD CONDITION.
 BJ1593
 BJ1593                          STATION RECOVERY (1986)
 BJ1593
 BJ1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1593'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.9 KM (1.2
 BJ1593'MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE COVINGTON HIGH SCHOOL ON
 BJ1593'THE WEST SIDE OF COVINGTON TO THE MARK ON THE LEFT.  IT IS 17.6 METERS
 BJ1593'(58.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190 AND 9.4 METERS
 BJ1593'(31.0 FT) WEST OF THE CENTER OF HOLLY ROAD.  NOTE--MARK IS STAMPED TT
 BJ1593'50 L 1931 28.986 NOT TTS 50 L 1931 28.986.
 BJ1593'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 BJ1593'THE MARK IS 0.30 M BELOW HIGHWAY 190.
 BJ1593
 BJ1593                          STATION RECOVERY (2003)
 BJ1593
 BJ1593'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1587 ***********************************************************************
 BJ1587  DESIGNATION -  TT 51 L
 BJ1587  PID         -  BJ1587
 BJ1587  STATE/COUNTY-  LA/ST TAMMANY
 BJ1587  USGS QUAD   -  COVINGTON (1994)
 BJ1587
 BJ1587                         *CURRENT SURVEY CONTROL
 BJ1587  ___________________________________________________________________
 BJ1587* NAD 83(1986)-  30 28 33.     (N)    090 05 42.     (W)     SCALED    
 BJ1587* NAVD 88     -         7.399  (meters)      24.27   (feet)  ADJUSTED  
 BJ1587  ___________________________________________________________________
 BJ1587  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1587  DYNAMIC HT  -           7.389 (meters)      24.24  (feet)  COMP
 BJ1587  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 BJ1587
 BJ1587  VERT ORDER  -  FIRST     CLASS II
 BJ1587
 BJ1587.The horizontal coordinates were scaled from a topographic map and have
 BJ1587.an estimated accuracy of +/- 6 seconds.
 BJ1587
 BJ1587.The orthometric height was determined by differential leveling
 BJ1587.and adjusted by the National Geodetic Survey in February 1994..
 BJ1587
 BJ1587.The geoid height was determined by GEOID03.
 BJ1587
 BJ1587.The dynamic height is computed by dividing the NAVD 88
 BJ1587.geopotential number by the normal gravity value computed on the
 BJ1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1587.degrees latitude (g = 980.6199 gals.).
 BJ1587
 BJ1587.The modeled gravity was interpolated from observed gravity values.
 BJ1587
 BJ1587;                    North         East    Units  Estimated Accuracy
 BJ1587;SPC LA S     -   219,660.    1,118,900.      MT  (+/- 180 meters Scaled)
 BJ1587
 BJ1587                          SUPERSEDED SURVEY CONTROL
 BJ1587
 BJ1587  NGVD 29 (??/??/??)    7.382  (m)           24.22   (f) ADJUSTED    1 2
 BJ1587
 BJ1587.Superseded values are not recommended for survey control.
 BJ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1587.See file dsdata.txt to determine how the superseded data were derived.
 BJ1587
 BJ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP788751(NAD 83)
 BJ1587_MARKER: DB = BENCH MARK DISK
 BJ1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1587_SP_SET: CONCRETE POST
 BJ1587_STAMPING: TTS 51 L 1931 24.842
 BJ1587_MARK LOGO: USGS  
 BJ1587_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1587+STABILITY: SURFACE MOTION
 BJ1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1587+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 BJ1587
 BJ1587  HISTORY     - Date     Condition        Report By
 BJ1587  HISTORY     - 1931     MONUMENTED       USGS
 BJ1587  HISTORY     - 1955     GOOD             CGS
 BJ1587  HISTORY     - 1977     GOOD             LADTD
 BJ1587  HISTORY     - 1986     GOOD             NGS
 BJ1587  HISTORY     - 19900712 GOOD             LADTD
 BJ1587  HISTORY     - 20031009 GOOD             USPSQD
 BJ1587
 BJ1587                          STATION DESCRIPTION
 BJ1587
 BJ1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1587'IN COVINGTON.
 BJ1587'LOCATED IN THE SOUTHEAST CORNER OF THE COURTHOUSE YARD IN COVINGTON,
 BJ1587'26 FEET NORTH OF BOSTON STREET, 27 FEET WEST OF A NORTH-SOUTH STREET,
 BJ1587'75 FEET EAST OF THE CENTER OF THE MONUMENT TO WAR HEROS, 69 FEET SOUTH
 BJ1587'OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 1 FOOT NORTH OF THE
 BJ1587'SIDEWALK PARALLELING BOSTON STREET AND 3 FEET SOUTH OF THE SIDEWALK
 BJ1587'LEADING TO THE COURTHOUSE.  IT IS A STANDARD U.S. GEOLOGICAL BENCH
 BJ1587'MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 BJ1587'LEVEL WITH THE SIDEWALK.
 BJ1587
 BJ1587                          STATION RECOVERY (1977)
 BJ1587
 BJ1587'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BJ1587'LOCATED IN THE SOUTHEAST CORNER OF THE COURTHOUSE YARD IN COVINGTON,
 BJ1587'26 FEET NORTH OF BOSTON STREET, 27 FEET WEST OF COURTHOUSE ALLEY, 75
 BJ1587'FEET EAST OF THE MONUMENT TO WAR HEROES, 69 FEET SOUTH OF THE
 BJ1587'SOUTHEAST CORNER OF THE COURTHOUSE, 1 FOOT NORTH OF THE SIDEWALK
 BJ1587'PARALLELING BOSTON STREET AND 3 FEET SOUTH OF THE SIDEWALK LEADING TO
 BJ1587'THE COURTHOUSE
 BJ1587
 BJ1587                          STATION RECOVERY (1986)
 BJ1587
 BJ1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1587'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BJ1587'THE MARK IS STAMPED TT 51 L 1931 24.842 NOT TTS 51 L 1931 24.848 AND
 BJ1587'IS 0.18 METERS (0.6 FT) EAST OF WALK LEADING TO COURTHOUSE.
 BJ1587
 BJ1587                          STATION RECOVERY (1990)
 BJ1587
 BJ1587'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BJ1587'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE COURTHOUSE YARD
 BJ1587'IN COVINGTON AT THE JUNCTION OF TWO SIDEWALKS.  OWNERSHIP--ST TAMMANY
 BJ1587'PARISH POLICE JURY. THE STATION IS 75.0 FT (22.9 M) EAST FROM A
 BJ1587'MONUMENT TO WAR HEROES, 69.0 FT (21.0 M) SOUTH FROM THE SOUTHEAST
 BJ1587'CORNER OF THE COURTHOUSE, 27.0 FT (8.2 M) WEST FROM THE CENTER OF THE
 BJ1587'COURTHOUSE ALLEY, 26.0 FT (7.9 M) NORTH FROM THE CENTER OF BOSTON
 BJ1587'STREET, 1.0 FT (0.3 M) NORTH FROM THE NORTH SIDE OF A SIDEWALK AND 0.5
 BJ1587'FT (15.2 CM) EAST FROM THE EAST SIDE OF A SIDEWALK LEADING TO THE
 BJ1587'COURTHOUSE.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 BJ1587'THE HIGHWAY.
 BJ1587
 BJ1587                          STATION RECOVERY (2003)
 BJ1587
 BJ1587'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BJ1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4205 ***********************************************************************
 BJ4205  DESIGNATION -  TT 51 TX RESET USGS 1958
 BJ4205  PID         -  BJ4205
 BJ4205  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4205  USGS QUAD   -  SPRING CREEK (1983)
 BJ4205
 BJ4205                         *CURRENT SURVEY CONTROL
 BJ4205  ___________________________________________________________________
 BJ4205* NAD 83(1992)-  30 58 34.30295(N)    090 24 35.62735(W)     ADJUSTED  
 BJ4205* NAVD 88     -       107.32   (+/-2cm)     352.1    (feet)  VERTCON   
 BJ4205  ___________________________________________________________________
 BJ4205  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BJ4205  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4205
 BJ4205  HORZ ORDER  -  SECOND
 BJ4205  VERT ORDER  -  THIRD ? (See Below)
 BJ4205
 BJ4205.The horizontal coordinates were established by classical geodetic methods
 BJ4205.and adjusted by the National Geodetic Survey in May 1994..
 BJ4205
 BJ4205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4205.The vertical order pertains to the NGVD 29 superseded value.
 BJ4205
 BJ4205.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4205
 BJ4205.The geoid height was determined by GEOID03.
 BJ4205
 BJ4205;                    North         East     Units Scale Factor Converg.
 BJ4205;SPC LA S     -   274,840.767 1,088,219.311   MT  1.00007040   +0 27 42.2
 BJ4205;SPC LA S     -   901,706.75  3,570,266.19   sFT  1.00007040   +0 27 42.2
 BJ4205;SPC MS W     -   163,640.167   692,686.441   MT  0.99995066   -0 02 21.9
 BJ4205;SPC MS W     -   536,876.11  2,272,588.77   sFT  0.99995066   -0 02 21.9
 BJ4205;UTM  15      - 3,429,842.712   747,368.291   MT  1.00035487   +1 20 01.5
 BJ4205
 BJ4205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4205!SPC LA S     -   0.99998741  x   1.00007040  =   1.00005781
 BJ4205!SPC MS W     -   0.99998741  x   0.99995066  =   0.99993807
 BJ4205!UTM  15      -   0.99998741  x   1.00035487  =   1.00034227
 BJ4205
 BJ4205                          SUPERSEDED SURVEY CONTROL
 BJ4205
 BJ4205  NAD 83(1992)-  30 58 34.30816(N)    090 24 35.62595(W) AD(       ) 2
 BJ4205  NAD 83(1986)-  30 58 34.31827(N)    090 24 35.62354(W) AD(       ) 2
 BJ4205  NAD 27      -  30 58 33.67627(N)    090 24 35.28558(W) AD(       ) 2
 BJ4205  NGVD 29 (07/19/86)  107.34   (m)          352.2    (f) LEVELING    3  
 BJ4205
 BJ4205.Superseded values are not recommended for survey control.
 BJ4205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4205.See file dsdata.txt to determine how the superseded data were derived.
 BJ4205
 BJ4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4736829843(NAD 83)
 BJ4205_MARKER: DE = TRAVERSE STATION DISK
 BJ4205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4205+STABILITY: SURFACE MOTION
 BJ4205
 BJ4205  HISTORY     - Date     Condition        Report By
 BJ4205  HISTORY     - 1958     MONUMENTED       USGS
 BJ4205
 BJ4205                          STATION DESCRIPTION
 BJ4205
 BJ4205'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (RAG)
 BJ4205'THIS MARK WAS MOVED AT THE REQUEST OF THE LOUISIANA STATE
 BJ4205'HIGHWAY DEPARTMENT.  A NEW DISK WAS OBTAINED FROM THE U.S.
 BJ4205'GEOLOGICAL SURVEY, ROLLA, MISSOURI, AND TT 51 TX RESET 1958
 BJ4205'WAS ESTABLISHED.  A DESCRIPTION FOLLOWS--
 BJ4205'
 BJ4205'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF KENTWOOD, 7
 BJ4205'MILES WEST OF MT. HERMON, 1.25 MILE SOUTH OF THE
 BJ4205'MISSISSIPPI-LOUISIANA STATE LINE, IN THE SOUTHWEST QUARTER
 BJ4205'OF SEC. 9, T.1 E., R. 8 E., NEAR THE SOUTHEAST CORNER OF A
 BJ4205'CULTIVATED FIELD, AND IN THE SOUTHWEST CORNER OF A WOODED AREA.
 BJ4205'IT IS 0.15 MILE EAST OF A FARM HOUSE, 41 FEET NORTH OF THE
 BJ4205'CENTERLINE OF STATE HIGHWAY NO. 1054, 83 FEET EAST-SOUTHEAST
 BJ4205'OF A FORKED OAK TREE, AND 81 FEET EAST OF THE SOUTHEAST CORNER
 BJ4205'OF A CULTIVATED FIELD.  IT IS A U.S. GEOLOGICAL TRAVERSE
 BJ4205'STATION DISK, STAMPED TT 51 TX RESET 1958, SET IN THE TOP
 BJ4205'OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 BJ4205'
 BJ4205'TO REACH THE MARK FROM THE MAIN INTERSECTION IN KENTWOOD GO
 BJ4205'NORTH ON U.S. HIGHWAY 51 FOR 3.4 MILES TO THE JUNCTION WITH
 BJ4205'STATE HIGHWAY 1054, TURN RIGHT AND GO EAST ON STATE HIGHWAY
 BJ4205'1054 FOR 3.75 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4204 ***********************************************************************
 BJ4204  DESIGNATION -  TT 51 TX USGS 1939
 BJ4204  PID         -  BJ4204
 BJ4204  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4204  USGS QUAD   -  SPRING CREEK (1983)
 BJ4204
 BJ4204                         *CURRENT SURVEY CONTROL
 BJ4204  ___________________________________________________________________
 BJ4204* NAD 83(1992)-  30 58 34.22478(N)    090 24 36.10991(W)     ADJUSTED  
 BJ4204* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BJ4204  ___________________________________________________________________
 BJ4204  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BJ4204  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4204
 BJ4204  HORZ ORDER  -  SECOND
 BJ4204
 BJ4204.The horizontal coordinates were established by classical geodetic methods
 BJ4204.and adjusted by the National Geodetic Survey in May 1994..
 BJ4204
 BJ4204.The orthometric height was scaled from a topographic map.
 BJ4204
 BJ4204.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4204
 BJ4204.The geoid height was determined by GEOID03.
 BJ4204
 BJ4204;                    North         East     Units Scale Factor Converg.
 BJ4204;SPC LA S     -   274,838.256 1,088,206.525   MT  1.00007040   +0 27 42.0
 BJ4204;SPC LA S     -   901,698.51  3,570,224.24   sFT  1.00007040   +0 27 42.0
 BJ4204;SPC MS W     -   163,637.768   692,673.635   MT  0.99995066   -0 02 22.1
 BJ4204;SPC MS W     -   536,868.24  2,272,546.75   sFT  0.99995066   -0 02 22.1
 BJ4204;UTM  15      - 3,429,840.006   747,355.541   MT  1.00035479   +1 20 01.3
 BJ4204
 BJ4204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4204!SPC LA S     -   0.99998746  x   1.00007040  =   1.00005786
 BJ4204!SPC MS W     -   0.99998746  x   0.99995066  =   0.99993812
 BJ4204!UTM  15      -   0.99998746  x   1.00035479  =   1.00034225
 BJ4204
 BJ4204                          SUPERSEDED SURVEY CONTROL
 BJ4204
 BJ4204  NAD 83(1992)-  30 58 34.22998(N)    090 24 36.10850(W) AD(       ) 2
 BJ4204  NAD 83(1986)-  30 58 34.24010(N)    090 24 36.10610(W) AD(       ) 2
 BJ4204  NAD 27      -  30 58 33.59810(N)    090 24 35.76813(W) AD(       ) 2
 BJ4204
 BJ4204.Superseded values are not recommended for survey control.
 BJ4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4204.See file dsdata.txt to determine how the superseded data were derived.
 BJ4204
 BJ4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4735629840(NAD 83)
 BJ4204_MARKER: DB = BENCH MARK DISK
 BJ4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4204+STABILITY: SURFACE MOTION
 BJ4204
 BJ4204  HISTORY     - Date     Condition        Report By
 BJ4204  HISTORY     - 1939     MONUMENTED       USGS
 BJ4204  HISTORY     - 1954     GOOD             CGS
 BJ4204
 BJ4204                          STATION DESCRIPTION
 BJ4204
 BJ4204'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 BJ4204'THE STATION IS LOCATED ABOUT 8 MI. NE OF KENTWOOD, ON PROPERTY
 BJ4204'OWNED BY W.J. MAY, ABOUT 0.3 MI. E OF MR. MAYS HOME, AND IN A
 BJ4204'SPARSELY WOODED AREA N OF AN E-W ROAD.  IT IS 90 FT. N OF THE
 BJ4204'
 BJ4204'REFERENCE MARK 2 (TT 51 TX 1939 U.S.G.S.) IS 73.05 FT. S-SW
 BJ4204'OF THE STATION, 25 FT. N OF THE CENTERLINE OF THE ROAD, 11
 BJ4204'FT. E OF A LONE OAK TREE, AND 11 FT. N OF THE N BANK OF THE
 BJ4204'ROAD.  IT IS A U.S. GEOLOGICAL SURVEY STANDARD BENCH-MARK DISK,
 BJ4204'STAMPED TT 51 TX 1939 AND SET IN THE TOP OF AN 8-IN. SQUARE
 BJ4204'CONCRETE POST PROJECTING 4 IN.
 BJ4204
 BJ4204                          STATION RECOVERY (1954)
 BJ4204
 BJ4204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4204'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 BJ4204'FOLLOWS--
 BJ4204'
 BJ4204'THE STATION IS LOCATED ABOUT 8 MI. NE OF KENTWOOD, ON THE
 BJ4204'PROPERTY OWNED BY W.J. MAY, ABOUT 0.3 MI. E OF MR. MAYS HOUSE,
 BJ4204'IN A SPARSELY WOODED AREA, 25 FT. N OF THE CENTERLINE OF
 BJ4204'STATE HIGHWAY 313, 11 FT. E OF A LONE OAK TREE, AND 11 FT.
 BJ4204'N OF THE N BANK OF THE HIGHWAY.  IT IS A U.S. GEOLOGICAL SURVEY
 BJ4204'BENCH-MARK DISK, STAMPED TT 51 TX 1939 AND SET IN THE TOP
 BJ4204'OF AN 8-IN. SQUARE CONCRETE POST PROJECTING 4 IN.
 BJ4204'
 BJ4204'TO REACH THE STATION FROM THE MAIN INTERSECTION IN KENTWOOD,
 BJ4204'GO N ON U.S. HIGHWAY 51 FOR 3.2 MI. TO A SIDE ROAD RIGHT,
 BJ4204'TURN RIGHT AND GO 0.1 MI., TURN LEFT AND GO 0.25 MI. TO A
 BJ4204'SIDE ROAD RIGHT, TURN RIGHT ON STATE ROAD 313 AND GO 4.35 MI.
 BJ4204'TO THE MARK ON THE LEFT.
 BJ4204'
 BJ4204'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1581 ***********************************************************************
 BJ1581  DESIGNATION -  TT 52 L
 BJ1581  PID         -  BJ1581
 BJ1581  STATE/COUNTY-  LA/ST TAMMANY
 BJ1581  USGS QUAD   -  COVINGTON (1994)
 BJ1581
 BJ1581                         *CURRENT SURVEY CONTROL
 BJ1581  ___________________________________________________________________
 BJ1581* NAD 83(1986)-  30 28 41.     (N)    090 02 15.     (W)     SCALED    
 BJ1581* NAVD 88     -         9.296  (meters)      30.50   (feet)  ADJUSTED  
 BJ1581  ___________________________________________________________________
 BJ1581  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ1581  DYNAMIC HT  -           9.284 (meters)      30.46  (feet)  COMP
 BJ1581  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BJ1581
 BJ1581  VERT ORDER  -  FIRST     CLASS II
 BJ1581
 BJ1581.The horizontal coordinates were scaled from a topographic map and have
 BJ1581.an estimated accuracy of +/- 6 seconds.
 BJ1581
 BJ1581.The orthometric height was determined by differential leveling
 BJ1581.and adjusted by the National Geodetic Survey in February 1994..
 BJ1581
 BJ1581.The geoid height was determined by GEOID03.
 BJ1581
 BJ1581.The dynamic height is computed by dividing the NAVD 88
 BJ1581.geopotential number by the normal gravity value computed on the
 BJ1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1581.degrees latitude (g = 980.6199 gals.).
 BJ1581
 BJ1581.The modeled gravity was interpolated from observed gravity values.
 BJ1581
 BJ1581;                    North         East    Units  Estimated Accuracy
 BJ1581;SPC LA S     -   219,960.    1,124,420.      MT  (+/- 180 meters Scaled)
 BJ1581
 BJ1581                          SUPERSEDED SURVEY CONTROL
 BJ1581
 BJ1581  NGVD 29 (??/??/??)    9.305  (m)           30.53   (f) ADJUSTED    1 2
 BJ1581
 BJ1581.Superseded values are not recommended for survey control.
 BJ1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1581.See file dsdata.txt to determine how the superseded data were derived.
 BJ1581
 BJ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP844754(NAD 83)
 BJ1581_MARKER: DD = SURVEY DISK
 BJ1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1581_SP_SET: CONCRETE POST
 BJ1581_STAMPING: TT52L 1931 30.912
 BJ1581_MARK LOGO: USGS  
 BJ1581_PROJECTION: RECESSED 18 CENTIMETERS
 BJ1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1581+STABILITY: SURFACE MOTION
 BJ1581
 BJ1581  HISTORY     - Date     Condition        Report By
 BJ1581  HISTORY     - 1931     MONUMENTED       USGS
 BJ1581  HISTORY     - 1955     GOOD             CGS
 BJ1581  HISTORY     - 1983     GOOD             LADTD
 BJ1581  HISTORY     - 1986     GOOD             NGS
 BJ1581
 BJ1581                          STATION DESCRIPTION
 BJ1581
 BJ1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1581'IN ABITA SPRINGS.
 BJ1581'LOCATED AT ABITA SPRINGS ALONG THE GULF, MOBILE AND OHIO RAILROAD, 103
 BJ1581'PACES EAST OF THE SOUTHEAST CORNER OF THE RAILROAD STATION, 24 FEET
 BJ1581'NORTH OF THE NORTH RAIL, 25 FEET WEST OF THE CENTERLINE OF A
 BJ1581'NORTH-SOUTH ROAD, 4 FEET SOUTH OF A RAILROAD CROSSING SIGN, 19 FEET
 BJ1581'NORTHWEST OF A TELEGRAPH AND STREET LIGHT POLE AND 60 FEET WEST OF THE
 BJ1581'LEVESON STORE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 BJ1581'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 BJ1581'WITH THE ROAD.
 BJ1581
 BJ1581                          STATION RECOVERY (1983)
 BJ1581
 BJ1581'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ1581'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BJ1581'IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAYS
 BJ1581'59 AND 36 IN ABITA SPRINGS AT THE TRAFFIC LIGHT, 26.2 METERS
 BJ1581'(86 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION OF HIGHWAYS 59
 BJ1581'AND 36, 18.3 METERS (60 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 BJ1581'THE ABC GROCERY, 14.5 METERS (47.5 FT) WEST-SOUTHWEST OF A POWER POLE,
 BJ1581'7.6 METERS (25 FT) NORTH-NORTHEAST OF THE NORTH RAIL OF THE RAILROAD
 BJ1581'TRACKS AND 5.3 METERS (17.5 FT) NORTHWEST OF A POWER POLE.
 BJ1581'THE MARK IS 0.46 METERS  SSW FROM A WITNESS POST.
 BJ1581'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ1581
 BJ1581                          STATION RECOVERY (1986)
 BJ1581
 BJ1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1581'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE MARK IS
 BJ1581'LOCATED IN ABITA SPRINGS.  IT IS 9.7 METERS (32.0 FT) SOUTHWEST OF THE
 BJ1581'CENTERLINE OF STATE HIGHWAY 36, 11.2 METERS (37.0 FT) WEST OF THE
 BJ1581'CENTER OF A NORTH-SOUTH ROAD AND 7.6 METERS (25.0 FT) NORTH OF THE
 BJ1581'NORTH RAIL OF A RAILROAD.
 BJ1581'THE MARK IS 0.51 METERS  S FROM  A WITNESS POST
 BJ1581'THE MARK IS ABOVE LEVEL WITH HIGHWAY 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1416 ***********************************************************************
 BH1416  DESIGNATION -  TT 55 L
 BH1416  PID         -  BH1416
 BH1416  STATE/COUNTY-  LA/ST TAMMANY
 BH1416  USGS QUAD   -  BUSH (1983)
 BH1416
 BH1416                         *CURRENT SURVEY CONTROL
 BH1416  ___________________________________________________________________
 BH1416* NAD 83(1986)-  30 31 56.     (N)    089 52 48.     (W)     SCALED    
 BH1416* NAVD 88     -        17.874  (meters)      58.64   (feet)  ADJUSTED  
 BH1416  ___________________________________________________________________
 BH1416  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BH1416  DYNAMIC HT  -          17.851 (meters)      58.57  (feet)  COMP
 BH1416  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BH1416
 BH1416  VERT ORDER  -  SECOND    CLASS 0
 BH1416
 BH1416.The horizontal coordinates were scaled from a topographic map and have
 BH1416.an estimated accuracy of +/- 6 seconds.
 BH1416
 BH1416.The orthometric height was determined by differential leveling
 BH1416.and adjusted by the National Geodetic Survey in February 1994..
 BH1416
 BH1416.The geoid height was determined by GEOID03.
 BH1416
 BH1416.The dynamic height is computed by dividing the NAVD 88
 BH1416.geopotential number by the normal gravity value computed on the
 BH1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1416.degrees latitude (g = 980.6199 gals.).
 BH1416
 BH1416.The modeled gravity was interpolated from observed gravity values.
 BH1416
 BH1416;                    North         East    Units  Estimated Accuracy
 BH1416;SPC LA S     -   226,150.    1,139,460.      MT  (+/- 180 meters Scaled)
 BH1416
 BH1416                          SUPERSEDED SURVEY CONTROL
 BH1416
 BH1416  NGVD 29 (??/??/??)   17.966  (m)           58.94   (f) ADJUSTED    2 0
 BH1416
 BH1416.Superseded values are not recommended for survey control.
 BH1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1416.See file dsdata.txt to determine how the superseded data were derived.
 BH1416
 BH1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU236812(NAD 83)
 BH1416_MARKER: DD = SURVEY DISK
 BH1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1416_SP_SET: CONCRETE POST
 BH1416_STAMPING: TT 55 L 1931
 BH1416_MARK LOGO: USGS  
 BH1416_PROJECTION: FLUSH
 BH1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1416+STABILITY: SURFACE MOTION
 BH1416
 BH1416  HISTORY     - Date     Condition        Report By
 BH1416  HISTORY     - 1931     MONUMENTED       USGS
 BH1416  HISTORY     - 1963     GOOD             CGS
 BH1416  HISTORY     - 1982     GOOD             LADTD
 BH1416  HISTORY     - 1983     GOOD             LADTD
 BH1416
 BH1416                          STATION DESCRIPTION
 BH1416
 BH1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BH1416'IN TALISHEEK.
 BH1416'AT TALISHEEK, ST. TAMMANY PARISH, ON THE GULF, MOBILE AND OHIO
 BH1416'RAILROAD, 194 FEET NORTHWEST OF THE SEMAPHORE AT THE STATION, AT A
 BH1416'ROAD CROSSING, 156 FEET EAST OF THE CENTERLINE OF THE TRACK, 22 FEET
 BH1416'NORTH OF THE CENTERLINE OF THE ROAD, AND 31 FEET SOUTHWEST OF THE
 BH1416'SOUTHWEST CORNER OF THE BAPTIST CHURCH.  A USGS STANDARD DISK, STAMPED
 BH1416'TT 55 L 1931 MARKED US PBM AND SET IN THE TOP OF A CONCRETE POST
 BH1416'PROJECTING 2 INCHES ABOVE SURFACE OF GROUND.
 BH1416
 BH1416                          STATION RECOVERY (1982)
 BH1416
 BH1416'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BH1416'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS,
 BH1416'FROM THE JUNCTION OF LA 41 AND LA 40 AT BUSH, GO 10.8 KM (6.7 MI)
 BH1416'SOUTHEAST ALONG LA 41 TO JUNCTION OF LA 41 AND LA 435 EAST OF
 BH1416'TALISHEEK, THEN 1.2 KM (0.7 MI) WEST ALONG LA 435 TO RAILROAD TRACKS,
 BH1416'10.9 METERS (35 FT) NORTH OF LA 435, 47.5 METERS (156 FT)
 BH1416'EAST OF EAST RAIL OF MAIN TRACK, 12.2 METERS (40 FT) WEST OF
 BH1416'SOUTHWEST CORNER OF RESIDENCE.
 BH1416'THE MARK IS 0.30 M BELOW LA 41.
 BH1416
 BH1416                          STATION RECOVERY (1983)
 BH1416
 BH1416'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BH1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1842 ***********************************************************************
 BH1842  DESIGNATION -  TT 57 L RESET
 BH1842  PID         -  BH1842
 BH1842  STATE/COUNTY-  LA/ST TAMMANY
 BH1842  USGS QUAD   -  HICKORY (1994)
 BH1842
 BH1842                         *CURRENT SURVEY CONTROL
 BH1842  ___________________________________________________________________
 BH1842* NAD 83(1986)-  30 28 54.     (N)    089 48 36.     (W)     SCALED    
 BH1842* NAVD 88     -        15.996  (meters)      52.48   (feet)  ADJUSTED  
 BH1842  ___________________________________________________________________
 BH1842  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BH1842  DYNAMIC HT  -          15.976 (meters)      52.41  (feet)  COMP
 BH1842  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 BH1842
 BH1842  VERT ORDER  -  SECOND    CLASS II
 BH1842
 BH1842.The horizontal coordinates were scaled from a topographic map and have
 BH1842.an estimated accuracy of +/- 6 seconds.
 BH1842
 BH1842.The orthometric height was determined by differential leveling
 BH1842.and adjusted by the National Geodetic Survey in February 1994..
 BH1842
 BH1842.The geoid height was determined by GEOID03.
 BH1842
 BH1842.The dynamic height is computed by dividing the NAVD 88
 BH1842.geopotential number by the normal gravity value computed on the
 BH1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1842.degrees latitude (g = 980.6199 gals.).
 BH1842
 BH1842.The modeled gravity was interpolated from observed gravity values.
 BH1842
 BH1842;                    North         East    Units  Estimated Accuracy
 BH1842;SPC LA S     -   220,630.    1,146,260.      MT  (+/- 180 meters Scaled)
 BH1842
 BH1842                          SUPERSEDED SURVEY CONTROL
 BH1842
 BH1842.No superseded survey control is available for this station.
 BH1842
 BH1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU302755(NAD 83)
 BH1842_MARKER: DB = BENCH MARK DISK
 BH1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1842_SP_SET: CONCRETE
 BH1842_STAMPING: TT57L RESET 1976
 BH1842_MARK LOGO: USGS  
 BH1842_PROJECTION: FLUSH
 BH1842_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1842+STABILITY: SURFACE MOTION
 BH1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1842+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 BH1842
 BH1842  HISTORY     - Date     Condition        Report By
 BH1842  HISTORY     - 1976     MONUMENTED       USGS
 BH1842  HISTORY     - 1982     GOOD             LADTD
 BH1842  HISTORY     - 19900410 GOOD             LADTD
 BH1842  HISTORY     - 20060427 GOOD             NGS
 BH1842
 BH1842                          STATION DESCRIPTION
 BH1842
 BH1842'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1842'13.4 KM (8.3 MI) NW FROM PEARL RIVER.
 BH1842'12.39 KM (7.7 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND
 BH1842'LA 41 SPUR NORTH OF PEARL RIVER, ALSO 8.48 KM (5.3 MI) NORTH ALONG LA
 BH1842'41 FROM JUNCTION OF LA 41 AND LA 36 AT HICKORY, 16.8 METERS (55 FT)
 BH1842'WEST OF LA 41, 33.5 METERS (110 FT) NORTH OF PRIVATE ROAD. MARKER IS
 BH1842'DIRECTLY ACROSS LA 41 FROM THE SIXTH WARD SCHOOL.
 BH1842'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1842'THE MARK IS 0.61 M BELOW LA 41.
 BH1842
 BH1842                          STATION RECOVERY (1990)
 BH1842
 BH1842'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1842'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) SOUTHEAST OF TALISHEEK
 BH1842'AND 8.5 KM (5.30 MI) NORTHWEST OF HICKORY.  OWNERSHIP--LOUISIANA
 BH1842'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION
 BH1842'FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 36 IN HICKORY GO NORTH FOR
 BH1842'8.5 KM (5.30 MI) ON HIGHWAY 41 OR TO REACH THE STATION FROM THE
 BH1842'JUNCTION OF STATE HIGHWAYS 41 AND 435 EAST OF TALISHEEK GO SOUTH FOR
 BH1842'8.8 KM (5.45 MI) ON HIGHWAY 41 TO THE MARK SET ON THE WEST SIDE OF THE
 BH1842'HIGHWAY ACROSS THE HIGHWAY FROM THE SIXTH WARD SCHOOL,  33.5 M (109.9
 BH1842'FT) NORTH FROM THE CENTER OF A PRIVATE ROAD, 31.7 M (104.0 FT)
 BH1842'SOUTHWEST FROM THE WEST END OF THE SOUTHERN MOST CULVERT OF 4 METAL
 BH1842'CULVERTS RUNNING UNDER THE HIGHWAY, 16.8 M (55.1 FT) WEST FROM THE
 BH1842'CENTER OF THE HIGHWAY, 14.6 M (47.9 FT) NORTH FROM A RIGHT-OF-WAY
 BH1842'MARKER, 0.3 M (1.0 FT) EAST FROM THE RIGHT-OF-WAY FENCE AND 0.2 M (0.7
 BH1842'FT) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 BH1842'FLUSH WITH THE GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 BH1842'HIGHWAY.
 BH1842
 BH1842                          STATION RECOVERY (2006)
 BH1842
 BH1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1842'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2261 ***********************************************************************
 BW2261  DESIGNATION -  TT 57 TX USGS 1939
 BW2261  PID         -  BW2261
 BW2261  STATE/COUNTY-  LA/WASHINGTON
 BW2261  USGS QUAD   -  PROGRESS (1972)
 BW2261
 BW2261                         *CURRENT SURVEY CONTROL
 BW2261  ___________________________________________________________________
 BW2261* NAD 83(1992)-  31 00 02.35008(N)    090 15 34.24669(W)     ADJUSTED  
 BW2261* NAVD 88     -       112.85   (+/-2cm)     370.2    (feet)  VERTCON   
 BW2261  ___________________________________________________________________
 BW2261  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BW2261  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BW2261
 BW2261  HORZ ORDER  -  SECOND
 BW2261  VERT ORDER  -  THIRD ? (See Below)
 BW2261
 BW2261.The horizontal coordinates were established by classical geodetic methods
 BW2261.and adjusted by the National Geodetic Survey in May 1994..
 BW2261
 BW2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2261.The vertical order pertains to the NGVD 29 superseded value.
 BW2261
 BW2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2261
 BW2261.The geoid height was determined by GEOID03.
 BW2261
 BW2261;                    North         East     Units Scale Factor Converg.
 BW2261;SPC LA S     -   277,677.642 1,102,560.197   MT  1.00007776   +0 32 12.9
 BW2261;SPC LA S     -   911,014.06  3,617,316.25   sFT  1.00007776   +0 32 12.9
 BW2261;SPC MS W     -   166,351.444   707,049.760   MT  0.99995061   +0 02 16.9
 BW2261;SPC MS W     -   545,771.36  2,319,712.42   sFT  0.99995061   +0 02 16.9
 BW2261;UTM  15      - 3,432,898.922   761,668.903   MT  1.00044468   +1 24 44.2
 BW2261
 BW2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2261!SPC LA S     -   0.99998655  x   1.00007776  =   1.00006431
 BW2261!SPC MS W     -   0.99998655  x   0.99995061  =   0.99993716
 BW2261!UTM  15      -   0.99998655  x   1.00044468  =   1.00043123
 BW2261
 BW2261                          SUPERSEDED SURVEY CONTROL
 BW2261
 BW2261  NAD 83(1992)-  31 00 02.35838(N)    090 15 34.24396(W) AD(       ) 2
 BW2261  NAD 83(1986)-  31 00 02.36502(N)    090 15 34.24318(W) AD(       ) 2
 BW2261  NAD 27      -  31 00 01.71950(N)    090 15 33.91350(W) AD(       ) 2
 BW2261  NGVD 29 (07/19/86)  112.92   (m)          370.5    (f) LEVELING    3  
 BW2261
 BW2261.Superseded values are not recommended for survey control.
 BW2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2261.See file dsdata.txt to determine how the superseded data were derived.
 BW2261
 BW2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6166932899(NAD 83)
 BW2261_MARKER: DB = BENCH MARK DISK
 BW2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2261+STABILITY: SURFACE MOTION
 BW2261
 BW2261  HISTORY     - Date     Condition        Report By
 BW2261  HISTORY     - 1939     MONUMENTED       USGS
 BW2261  HISTORY     - 1954     GOOD             CGS
 BW2261
 BW2261                          STATION DESCRIPTION
 BW2261
 BW2261'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 BW2261'POINT OBSERVED UPON WAS THE CROSS IN THE CENTER OF A STANDARD
 BW2261'U.S. GEOLOGICAL SURVEY BENCH MARK DISK.  THE DISK IS SET
 BW2261'IN AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 BW2261'AND IS STAMPED TT 57 TX 1939.  THE MARK IS SET 84.56 FEET
 BW2261'EAST OF TRIANGULATION STATION BURCH, 20.5 FEET EAST OF THE
 BW2261'EAST EDGE OF A CATTLE GUARD, 11.5 FEET WEST OF A FENCE CORNER.
 BW2261'
 BW2261'TO REACH THE STATION FROM THE POST OFFICE IN MT. HERMAN,
 BW2261'GO NORTHEAST ON A GRAVEL ROAD (WHICH IS BETWEEN THE POST
 BW2261'OFFICE AND OTT BROTHERS STORE) FOR 1.65 MILES TO A ROAD
 BW2261'LEADING NORTH, TURN NORTH ON THIS ROAD FOR 1.05 MILES TO
 BW2261'A CROSS ROAD, TURN RIGHT (EAST) AND DRIVE 0.15 MILES TO A FORK,
 BW2261'TAKE THE LEFT FORK AND GO 0.6 MILES TO A FORK, HERE TAKE
 BW2261'THE RIGHT FORK FOR 0.4 MILES TO A T-ROAD ON THE LEFT (NORTH),
 BW2261'TURN LEFT (NORTH) AND DRIVE 0.01 MILES TO A CATTLE GUARD
 BW2261'AT THE STATE LINE AND THE STATION.
 BW2261'
 BW2261'USED AT TRIANGULATION STATION BURCH FOR REFERENCE MARK NO. 1.
 BW2261
 BW2261                          STATION RECOVERY (1954)
 BW2261
 BW2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BW2261'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE CATTLE GUARD
 BW2261'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED.
 BW2261'
 BW2261'A NEW DESCRIPTION FOLLOWS--
 BW2261'
 BW2261'THE STATION IS LOCATED 4.5 MILES WEST-NORTHWEST OF WARNERTON
 BW2261'AND 3.5 MILES NORTHEAST OF MT. HERMON AT THE MISSISSIPPI-LOUISIANA
 BW2261'STATE LINE AND NEAR THE PIKE-WALTHALL COUNTY LINE, ON LAND
 BW2261'OWNED BY M.L. BURCH.  IT IS 84.56 FEET EAST OF TRIANGULATION
 BW2261'STATION BURCH 1939, 29 FEET NORTH-NORTHWEST OF A TRIANGULAR
 BW2261'BLAZED OAK TREE, 27 FEET EAST OF THE CENTERLINE OF THE
 BW2261'NORTH-SOUTH COUNTY LINE ROAD, 12 FEET WEST OF A FENCE CORNER
 BW2261'AND 78 FEET NORTH OF THE MAIN EAST-WEST ROAD.  IT IS A
 BW2261'STANDARD U.S. GEOLOGICAL BENCH MARK DISK STAMPED TT 57 TX
 BW2261'1939, SET IN THE TOP OF AN 8-INCH CONCRETE POST FLUSH
 BW2261'WITH THE GROUND.
 BW2261'
 BW2261'TO REACH THE STATION FROM THE POST OFFICE IN MT. HERMON,
 BW2261'GO EAST FOR ABOUT 25 YARDS TO A CROSSROADS, TURN LEFT ON
 BW2261'STATE ROAD 755 ANF GO 1.65 MILES TO A FORK, TAKE LEFT FORK
 BW2261'AND GO 1.1 MILES TO A CROSSROADS, TURN RIGHT AND GO 0.15 MILE
 BW2261'TO A FORK.  TAKE RIGHT FORK AND GO 1.2 MILES TO THE MARK
 BW2261'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4192 ***********************************************************************
 BJ4192  DESIGNATION -  TT 58 TX USGS 1939
 BJ4192  PID         -  BJ4192
 BJ4192  STATE/COUNTY-  LA/WASHINGTON
 BJ4192  USGS QUAD   -  MOUNT HERMON (1983)
 BJ4192
 BJ4192                         *CURRENT SURVEY CONTROL
 BJ4192  ___________________________________________________________________
 BJ4192* NAD 83(1992)-  30 53 05.10219(N)    090 16 59.73674(W)     ADJUSTED  
 BJ4192* NAVD 88     -        94.7    (meters)     311.     (feet)  VERTCON   
 BJ4192  ___________________________________________________________________
 BJ4192  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BJ4192  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ4192
 BJ4192  HORZ ORDER  -  SECOND
 BJ4192
 BJ4192.The horizontal coordinates were established by classical geodetic methods
 BJ4192.and adjusted by the National Geodetic Survey in May 1994..
 BJ4192
 BJ4192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4192
 BJ4192.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4192
 BJ4192.The geoid height was determined by GEOID03.
 BJ4192
 BJ4192;                    North         East     Units Scale Factor Converg.
 BJ4192;SPC LA S     -   264,806.481 1,100,409.931   MT  1.00004451   +0 31 30.2
 BJ4192;SPC LA S     -   868,785.93  3,610,261.58   sFT  1.00004451   +0 31 30.2
 BJ4192;SPC MS W     -   153,500.922   704,787.700   MT  0.99995028   +0 01 32.5
 BJ4192;SPC MS W     -   503,610.94  2,312,290.98   sFT  0.99995028   +0 01 32.5
 BJ4192;UTM  15      - 3,419,991.628   759,714.213   MT  1.00043213   +1 23 43.1
 BJ4192
 BJ4192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4192!SPC LA S     -   0.99998942  x   1.00004451  =   1.00003393
 BJ4192!SPC MS W     -   0.99998942  x   0.99995028  =   0.99993970
 BJ4192!UTM  15      -   0.99998942  x   1.00043213  =   1.00042154
 BJ4192
 BJ4192                          SUPERSEDED SURVEY CONTROL
 BJ4192
 BJ4192  NAD 83(1992)-  30 53 05.10621(N)    090 16 59.73494(W) AD(       ) 2
 BJ4192  NAD 83(1986)-  30 53 05.11673(N)    090 16 59.73340(W) AD(       ) 2
 BJ4192  NAD 27      -  30 53 04.46105(N)    090 16 59.40982(W) AD(       ) 2
 BJ4192  NGVD 29 (07/19/86)   94.8    (m)          311.     (f) VERT ANG       
 BJ4192
 BJ4192.Superseded values are not recommended for survey control.
 BJ4192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4192.See file dsdata.txt to determine how the superseded data were derived.
 BJ4192
 BJ4192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5971419992(NAD 83)
 BJ4192_MARKER: DB = BENCH MARK DISK
 BJ4192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4192_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4192+STABILITY: SURFACE MOTION
 BJ4192
 BJ4192  HISTORY     - Date     Condition        Report By
 BJ4192  HISTORY     - 1939     MONUMENTED       USGS
 BJ4192  HISTORY     - 1954     GOOD             CGS
 BJ4192
 BJ4192                          STATION DESCRIPTION
 BJ4192
 BJ4192'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 BJ4192'POINT OBSERVED UPON WAS THE CROSS IN THE CENTER OF THE STANDARD
 BJ4192'U.S. GEOLOGICAL SURVEY BENCH MARK DISK.  THE DISK IS SET
 BJ4192'IN AN 8-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE
 BJ4192'GROUND.  THE MARK IS 78.10 FEET SW OF TRIANGULATION STATION
 BJ4192'VERNON, 6 FEET N OF THE N FENCE OF VERNON SCHOOL
 BJ4192'AND 59 FEET W OF THE NE FENCE CORNER OF THE SCHOOLYARD.
 BJ4192'
 BJ4192'TO REACH FROM THE COURTHOUSE IN FRANKLINTON, DRIVE W ON
 BJ4192'LOUISIANA HIGHWAY 35 FOR 1.0 MILE TO THE JUNCTION WITH LOUISIANA
 BJ4192'HIGHWAY 302, AT A FILLING STATION AT THE RIGHT JUST ON REACHING
 BJ4192'BRIDGE, CONTINUE W ON LOUISIANA HIGHWAY 302 FOR 2.8 MILES
 BJ4192'TO A FORK AND A STORE ON THE LEFT, TAKE THE RIGHT FORK AND
 BJ4192'FOLLOW THE MAIN GRAVEL ROAD W FOR 3.6 MILES TO A STORE ON
 BJ4192'THE RIGHT, CONTINUE 0.3 MILE TO A T-ROAD M, AND GO N ON THE
 BJ4192'T-ROAD FOR 1.3 MILES TO THE STATION AT THE VERNON SCHOOL
 BJ4192'ON THE LEFT.
 BJ4192
 BJ4192                          STATION RECOVERY (1954)
 BJ4192
 BJ4192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4192'THE STATION WAS VISITED AND FOUND TO BE IN GOOD CONDITION.
 BJ4192'A NEW DESCRIPTION FOLLOWS--
 BJ4192'
 BJ4192'THE STATION IS LOCATED ABOUT 5.5 MI. S-SE OF MT. HERMON, 7.5
 BJ4192'MI. NW OF FRANKLINTON, AND ON THE GROUNDS OF THE VERNON
 BJ4192'SCHOOL.  IT IS 78.10 FT. SW OF TRIANGULATION STATION VERNON,
 BJ4192'22.5 FT. NW OF THE NE CORNER OF THE SCHOOL BUILDING, 28.8 FT.
 BJ4192'NE OF THE CENTER OF THE N DOOR OF THE BUILDING, AND 18.5 FT.
 BJ4192'N OF THE N WALL OF THE BUILDING.  IT IS 7.8 FT. SW OF A
 BJ4192'12-IN. OAK TREE.  IT IS A U.S. GEOLOGICAL SURVEY STANDARD
 BJ4192'BENCH-MARK DISK, STAMPED TT 58 TX 1939 AND SET IN THE TOP
 BJ4192'OF AN 8-IN. SQUARE CONCRETE POST PROJECTING 2 IN.
 BJ4192'
 BJ4192'TO REACH THE MARK FROM THE COURTHOUSE IN FRANKLINTON, GO
 BJ4192'W ON STATE HIGHWAY 34 FOR 1.0 MI. TO A FORK AND SERVICE
 BJ4192'STATION ON THE RIGHT JUST BEFORE CROSSING A BRIDGE, TURN
 BJ4192'RIGHT ON STATE ROAD 137 FOR 2.8 MI. TO THE JUNCTION OF
 BJ4192'STATE ROAD 302, TURN RIGHT ON STATE ROAD 302 FOR 3.7 MI. TO
 BJ4192'A STORE ON THE RIGHT, CONTINUE FOR 0.3 MI. TO A SIDE ROAD
 BJ4192'RIGHT, TURN RIGHT AND GO 1.3 MI. TO THE VERNON SCHOOL AND
 BJ4192'THE MARK ON THE LEFT.
 BJ4192'
 BJ4192'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2848 ***********************************************************************
 AU2848  DESIGNATION -  TT 59 F USGS 1934
 AU2848  PID         -  AU2848
 AU2848  STATE/COUNTY-  LA/LAFOURCHE
 AU2848  USGS QUAD   -  CUT OFF (1979)
 AU2848
 AU2848                         *CURRENT SURVEY CONTROL
 AU2848  ___________________________________________________________________
 AU2848* NAD 83(1992)-  29 36 41.80011(N)    090 18 45.66414(W)     ADJUSTED  
 AU2848* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2848  **This station is located in a subsidence area (see below).
 AU2848  ___________________________________________________________________
 AU2848  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AU2848  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AU2848
 AU2848  HORZ ORDER  -  SECOND
 AU2848
 AU2848.The horizontal coordinates were established by classical geodetic methods
 AU2848.and adjusted by the National Geodetic Survey in January 1993..
 AU2848
 AU2848 ** The orthometric height has not been validated since last determined
 AU2848 ** by differential leveling and should not be used for control purposes.
 AU2848 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2848 ** area with valid NAVD 88 orthometric heights.
 AU2848 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2848 ** epoch indicated which incorporates improved geoid heights for the
 AU2848 ** Southern Louisiana Subsidence area.
 AU2848 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2848.The orthometric height was scaled from a topographic map.
 AU2848
 AU2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2848
 AU2848.The geoid height was determined by GEOID03.
 AU2848
 AU2848;                    North         East     Units Scale Factor Converg.
 AU2848;SPC LA S     -   123,656.944 1,098,853.438   MT  0.99994867   +0 30 37.2
 AU2848;SPC LA S     -   405,697.82  3,605,154.99   sFT  0.99994867   +0 30 37.2
 AU2848;UTM  15      - 3,278,766.947   760,237.840   MT  1.00043570   +1 19 43.0
 AU2848
 AU2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2848!SPC LA S     -   1.00000396  x   0.99994867  =   0.99995263
 AU2848!UTM  15      -   1.00000396  x   1.00043570  =   1.00043967
 AU2848
 AU2848                          SUPERSEDED SURVEY CONTROL
 AU2848
 AU2848  NAD 83(1986)-  29 36 41.81721(N)    090 18 45.66986(W) AD(       ) 2
 AU2848  NAD 27      -  29 36 41.04604(N)    090 18 45.38408(W) AD(       ) 2
 AU2848
 AU2848.Superseded values are not recommended for survey control.
 AU2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2848.See file dsdata.txt to determine how the superseded data were derived.
 AU2848
 AU2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6023878767(NAD 83)
 AU2848_MARKER: DS = TRIANGULATION STATION DISK
 AU2848_SETTING: 0 = UNSPECIFIED SETTING
 AU2848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2848
 AU2848  HISTORY     - Date     Condition        Report By
 AU2848  HISTORY     - 1934     MONUMENTED       USGS
 AU2848
 AU2848                          STATION DESCRIPTION
 AU2848
 AU2848'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 AU2848'ABOUT 18.3 MILES SE OF LOCKPORT BY ROAD, 6 MILES NE OF LAROSE,
 AU2848'AT THE CORNER OF SECTIONS 37, 41, 42, AND 43, T 17 S, R 21 E,
 AU2848'ON THE LEVEE BANK AT THE NE CORNER OF THE CULTIVATED LAND
 AU2848'OF DELTA FARMS, 85 FEET E AND 80 FEET N OF THE CENTER OF A
 AU2848'HOUSE AND 50 FEET W AND 140 FEET S OF THE CENTER OF A T-CANAL
 AU2848'INTERSECTION.
 AU2848'
 AU2848'THE STATION IS MARKED BY A STANDARD U.S.G.S. TABLET IN A CONCRETE
 AU2848'POST, STAMPED TT 59F 1932.
 AU2848'
 AU2848'STATION DELTA IS 20.015 METERS FROM THIS STATION S 75 DEG 14 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1836 ***********************************************************************
 BH1836  DESIGNATION -  TT 59 L
 BH1836  PID         -  BH1836
 BH1836  STATE/COUNTY-  LA/ST TAMMANY
 BH1836  USGS QUAD   -  HICKORY (1994)
 BH1836
 BH1836                         *CURRENT SURVEY CONTROL
 BH1836  ___________________________________________________________________
 BH1836* NAD 83(1986)-  30 24 57.     (N)    089 47 06.     (W)     SCALED    
 BH1836* NAVD 88     -        13.504  (meters)      44.30   (feet)  ADJUSTED  
 BH1836  ___________________________________________________________________
 BH1836  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BH1836  DYNAMIC HT  -          13.487 (meters)      44.25  (feet)  COMP
 BH1836  MODELED GRAV-     979,350.1   (mgal)                       NAVD 88
 BH1836
 BH1836  VERT ORDER  -  SECOND    CLASS II
 BH1836
 BH1836.The horizontal coordinates were scaled from a topographic map and have
 BH1836.an estimated accuracy of +/- 6 seconds.
 BH1836
 BH1836.The orthometric height was determined by differential leveling
 BH1836.and adjusted by the National Geodetic Survey in February 1994..
 BH1836
 BH1836.The geoid height was determined by GEOID03.
 BH1836
 BH1836.The dynamic height is computed by dividing the NAVD 88
 BH1836.geopotential number by the normal gravity value computed on the
 BH1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1836.degrees latitude (g = 980.6199 gals.).
 BH1836
 BH1836.The modeled gravity was interpolated from observed gravity values.
 BH1836
 BH1836;                    North         East    Units  Estimated Accuracy
 BH1836;SPC LA S     -   213,370.    1,148,750.      MT  (+/- 180 meters Scaled)
 BH1836
 BH1836                          SUPERSEDED SURVEY CONTROL
 BH1836
 BH1836.No superseded survey control is available for this station.
 BH1836
 BH1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU324681(NAD 83)
 BH1836_MARKER: DB = BENCH MARK DISK
 BH1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1836_SP_SET: CONCRETE POST
 BH1836_STAMPING: TT59L 1931
 BH1836_MARK LOGO: USGS  
 BH1836_PROJECTION: FLUSH
 BH1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1836+STABILITY: SURFACE MOTION
 BH1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1836+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 BH1836
 BH1836  HISTORY     - Date     Condition        Report By
 BH1836  HISTORY     - 1931     MONUMENTED       USGS
 BH1836  HISTORY     - 1982     GOOD             LADTD
 BH1836  HISTORY     - 19900410 GOOD             LADTD
 BH1836
 BH1836                          STATION DESCRIPTION
 BH1836
 BH1836'DESCRIBED BY LA TRANSP AND DEV 1982
 BH1836'6 KM (3.7 MI) NW FROM PEARL RIVER.
 BH1836'3.85 KM (2.4 MI) NORTH ALONG LA 41 FROM THE JUNCTION OF LA 41 AND
 BH1836'LA 41 SPUR NORTH OF PEARL RIVER, AT HICKORY, 7.3 METERS (24 FT)
 BH1836'WEST OF LA 41, 44.8 METERS (147 FT) SOUTH LA 36, 7.9 METERS (26 FT)
 BH1836'SOUTH OF NORTHEAST CORNER OF CEMETERY FENCE, 35.7 METERS (117 FT)
 BH1836'NORTHWEST OF NORTHWEST CORNER OF HICKORY BAPTIST CHURCH.
 BH1836'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1836'THE MARK IS 0.30 M ABOVE LA 41.
 BH1836
 BH1836                          STATION RECOVERY (1990)
 BH1836
 BH1836'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH1836'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS 41 AND 36 IN
 BH1836'HICKORY.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BH1836'DEVELOPMENT. THE STATION IS 44.8 M (147.0 FT) SOUTH FROM THE CENTER OF
 BH1836'HIGHWAY 36, 35.7 M (117.1 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 BH1836'THE BETHLEHEM MISSIONARY BATIST CHURCH ACROSS THE HIGHWAY, 7.3 M (24.0
 BH1836'FT) WEST FROM THE CENTER OF HIGHWAY 41, 3.8 M (12.5 FT)
 BH1836'SOUTH-SOUTHWEST FROM A TELEPHONE JUNCTION BOX AND POLE, 0.3 M (1.0 FT)
 BH1836'WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED AND 0.2 M (0.7 FT)
 BH1836'EAST FROM A CHAIN LINK FENCE AROUND A CEMETERY.  THE MARK IS FLUSH
 BH1836'WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0761 ***********************************************************************
 BJ0761  DESIGNATION -  TT 59 USGS RESET 1969
 BJ0761  PID         -  BJ0761
 BJ0761  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0761  USGS QUAD   -  WALLS (1994)
 BJ0761
 BJ0761                         *CURRENT SURVEY CONTROL
 BJ0761  ___________________________________________________________________
 BJ0761* NAD 83(1986)-  30 30 30.     (N)    091 19 57.     (W)     SCALED    
 BJ0761* NAVD 88     -         6.68   (+/-2cm)      21.9    (feet)  VERTCON   
 BJ0761  ___________________________________________________________________
 BJ0761  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0761
 BJ0761  VERT ORDER  -  THIRD (See Below)
 BJ0761
 BJ0761.The horizontal coordinates were scaled from a topographic map and have
 BJ0761.an estimated accuracy of +/- 6 seconds.
 BJ0761
 BJ0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0761.The vertical order pertains to the NGVD 29 superseded value.
 BJ0761
 BJ0761.The geoid height was determined by GEOID03.
 BJ0761
 BJ0761;                    North         East    Units  Estimated Accuracy
 BJ0761;SPC LA S     -   222,620.    1,000,080.      MT  (+/- 180 meters Scaled)
 BJ0761
 BJ0761                          SUPERSEDED SURVEY CONTROL
 BJ0761
 BJ0761  NGVD 29 (??/??/??)    6.67   (m)           21.9    (f) RESET       3  
 BJ0761
 BJ0761.Superseded values are not recommended for survey control.
 BJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0761.See file dsdata.txt to determine how the superseded data were derived.
 BJ0761
 BJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP600762(NAD 83)
 BJ0761_MARKER: DD = SURVEY DISK
 BJ0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0761_SP_SET: CONCRETE BASE
 BJ0761_STAMPING: TT 59 FJH 1952 RESET 1969
 BJ0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0761
 BJ0761  HISTORY     - Date     Condition        Report By
 BJ0761  HISTORY     - 1969     MONUMENTED       CGS
 BJ0761  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0761
 BJ0761                          STATION DESCRIPTION
 BJ0761
 BJ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0761'4.9 MI E FROM ERWINVILLE.
 BJ0761'LOCATED 4.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0761'STATION AT ERWINVILLE, OR 5.45 MILES WEST OF THE OVERPASS OVER STATE
 BJ0761'HIGHWAY 415 AT KAHANS, ABOUT 0.2 MILE EAST OF THE JUNCTION OF U.S.
 BJ0761'HIGHWAY 190 AND STATE HIGHWAY 983.  IT IS U.S. GEOLOGICAL SURVEY DISK
 BJ0761'SET IN A DRILL HOLE IN THE EAST END OF THE NORTH HEADWALL AND CONCRETE
 BJ0761'BASE FOR THE HAND RAIL OF A CONCRETE BRIDGE ON U.S. HIGHWAY 190, 22
 BJ0761'FEET NORTH OF THE WEST BOUND LANE AND 1 FOOT WEST OF A METAL WITNESS
 BJ0761'POST.  IT IS ABOUT LEVEL WITH THE ROAD.
 BJ0761
 BJ0761                          STATION RECOVERY (1976)
 BJ0761
 BJ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0761'BELIEVED TO HAVE BEEN DESTROYED AS THE BRIDGE WAS BUILT IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1559 ***********************************************************************
 BK1559  DESIGNATION -  TT 6 H USGS
 BK1559  PID         -  BK1559
 BK1559  STATE/COUNTY-  LA/CALCASIEU
 BK1559  USGS QUAD   -  DE QUINCY (1994)
 BK1559
 BK1559                         *CURRENT SURVEY CONTROL
 BK1559  ___________________________________________________________________
 BK1559* NAD 83(1986)-  30 25 10.     (N)    093 29 17.     (W)     SCALED    
 BK1559* NAVD 88     -        14.81   (+/-2cm)      48.6    (feet)  VERTCON   
 BK1559  ___________________________________________________________________
 BK1559  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1559
 BK1559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1559
 BK1559.The horizontal coordinates were scaled from a topographic map and have
 BK1559.an estimated accuracy of +/- 6 seconds.
 BK1559
 BK1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1559.The vertical order pertains to the NGVD 29 superseded value.
 BK1559
 BK1559.The geoid height was determined by GEOID03.
 BK1559
 BK1559;                    North         East    Units  Estimated Accuracy
 BK1559;SPC LA S     -   214,710.      793,000.      MT  (+/- 180 meters Scaled)
 BK1559
 BK1559                          SUPERSEDED SURVEY CONTROL
 BK1559
 BK1559  NGVD 29 (??/??/??)   14.753  (m)           48.40   (f) ADJUSTED    2 0
 BK1559
 BK1559.Superseded values are not recommended for survey control.
 BK1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1559.See file dsdata.txt to determine how the superseded data were derived.
 BK1559
 BK1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP531653(NAD 83)
 BK1559_MARKER: DD = SURVEY DISK
 BK1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1559_STAMPING: TT H 6 1934
 BK1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1559+STABILITY: SURFACE MOTION
 BK1559
 BK1559  HISTORY     - Date     Condition        Report By
 BK1559  HISTORY     - 1934     MONUMENTED       USGS
 BK1559  HISTORY     - 1935     GOOD             CGS
 BK1559  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1559
 BK1559                          STATION DESCRIPTION
 BK1559
 BK1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1559'4.1 MI W FROM DE QUINCY.
 BK1559'4.1 MILES SOUTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK1559'STATION AT DE QUINCY, CALCASIEU PARISH, 66 FEET NORTH OF MILEPOST 723,
 BK1559'50 YARDS WEST OF THE SOUTHWEST END OF BRIDGE NO. A 723, 75 FEET
 BK1559'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 22 FEET SOUTHEAST OF THE
 BK1559'CENTERLINE OF STATE HIGHWAY 7, 9 FEET WEST OF A BLAZED 12-INCH PINE
 BK1559'TREE, 8 FEET NORTHWEST OF THE FENCE, AND 3 FEET NORTHEAST OF A BLAZED
 BK1559'24-INCH PINE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 BK1559'STAMPED TT H 6 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BK1559
 BK1559                          STATION RECOVERY (2002)
 BK1559
 BK1559'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0949 ***********************************************************************
 BJ0949  DESIGNATION -  TT 6 L USGS
 BJ0949  PID         -  BJ0949
 BJ0949  STATE/COUNTY-  LA/LIVINGSTON
 BJ0949  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0949
 BJ0949                         *CURRENT SURVEY CONTROL
 BJ0949  ___________________________________________________________________
 BJ0949* NAD 83(1986)-  30 29 00.     (N)    090 57 38.     (W)     SCALED    
 BJ0949* NAVD 88     -        13.71   (+/-2cm)      45.0    (feet)  VERTCON   
 BJ0949  ___________________________________________________________________
 BJ0949  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0949
 BJ0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0949
 BJ0949.The horizontal coordinates were scaled from a topographic map and have
 BJ0949.an estimated accuracy of +/- 6 seconds.
 BJ0949
 BJ0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0949.The vertical order pertains to the NGVD 29 superseded value.
 BJ0949
 BJ0949.The geoid height was determined by GEOID03.
 BJ0949
 BJ0949;                    North         East    Units  Estimated Accuracy
 BJ0949;SPC LA S     -   219,900.    1,035,790.      MT  (+/- 180 meters Scaled)
 BJ0949
 BJ0949                          SUPERSEDED SURVEY CONTROL
 BJ0949
 BJ0949  NGVD 29 (??/??/??)   13.737  (m)           45.07   (f) ADJUSTED    2 0
 BJ0949
 BJ0949.Superseded values are not recommended for survey control.
 BJ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0949.See file dsdata.txt to determine how the superseded data were derived.
 BJ0949
 BJ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP957741(NAD 83)
 BJ0949_MARKER: DD = SURVEY DISK
 BJ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0949_STAMPING: TT 6 L 1931 45.623
 BJ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0949+STABILITY: SURFACE MOTION
 BJ0949
 BJ0949  HISTORY     - Date     Condition        Report By
 BJ0949  HISTORY     - 1931     MONUMENTED       USGS
 BJ0949  HISTORY     - 1955     GOOD             CGS
 BJ0949  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0949
 BJ0949                          STATION DESCRIPTION
 BJ0949
 BJ0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ0949'0.3 MI W FROM DENHAM SPRINGS.
 BJ0949'LOCATED 0.3 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0949'STATION IN DENHAM SPRINGS, AT THE CROSSING OF STATE HIGHWAY 7E, ON THE
 BJ0949'TOP OF A RIDGE OF DIRT BETWEEN TWO DITCHES.  IT IS 19 FEET SOUTH OF
 BJ0949'THE SOUTH RAIL, 74 FEET WEST OF THE CENTERLINE OF THE ROAD, 11 FEET
 BJ0949'NORTH OF A ROW OF POLES, 31 FEET EAST-NORTHEAST OF THE 2ND TELEGRAPH
 BJ0949'POLE WEST OF THE CROSSING AND 51 FEET WEST-SOUTHWEST OF THE 1ST POLE
 BJ0949'WEST OF THE CROSSING.  IT IS A STANDARD U.S. GEOLOGICAL BENCH MARK
 BJ0949'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT
 BJ0949'LEVEL WITH THE TRACKS.
 BJ0949
 BJ0949                          STATION RECOVERY (1976)
 BJ0949
 BJ0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0949'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 BJ0949'THE MARK BELIEVED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2929 ***********************************************************************
 CQ2929  DESIGNATION -  TT 6 L USGS 1952
 CQ2929  PID         -  CQ2929
 CQ2929  STATE/COUNTY-  LA/LINCOLN
 CQ2929  USGS QUAD   -  DUBACH (1985)
 CQ2929
 CQ2929                         *CURRENT SURVEY CONTROL
 CQ2929  ___________________________________________________________________
 CQ2929* NAD 83(1992)-  32 44 13.65771(N)    092 40 53.39571(W)     ADJUSTED  
 CQ2929* NAVD 88     -        74.10   (+/-2cm)     243.1    (feet)  VERTCON   
 CQ2929  ___________________________________________________________________
 CQ2929  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CQ2929  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ2929
 CQ2929  HORZ ORDER  -  SECOND
 CQ2929  VERT ORDER  -  THIRD ? (See Below)
 CQ2929
 CQ2929.The horizontal coordinates were established by classical geodetic methods
 CQ2929.and adjusted by the National Geodetic Survey in January 1993..
 CQ2929
 CQ2929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2929.The vertical order pertains to the NGVD 29 superseded value.
 CQ2929
 CQ2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2929
 CQ2929.The geoid height was determined by GEOID03.
 CQ2929
 CQ2929;                    North         East     Units Scale Factor Converg.
 CQ2929;SPC LA N     -   248,065.239   982,987.955   MT  1.00001682   -0 05 45.5
 CQ2929;SPC LA N     -   813,860.70  3,225,019.65   sFT  1.00001682   -0 05 45.5
 CQ2929;UTM  15      - 3,622,190.301   529,841.035   MT  0.99961098   +0 10 20.1
 CQ2929
 CQ2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2929!SPC LA N     -   0.99999244  x   1.00001682  =   1.00000926
 CQ2929!UTM  15      -   0.99999244  x   0.99961098  =   0.99960342
 CQ2929
 CQ2929                          SUPERSEDED SURVEY CONTROL
 CQ2929
 CQ2929  NAD 83(1986)-  32 44 13.67160(N)    092 40 53.38652(W) AD(       ) 2
 CQ2929  NAD 27      -  32 44 13.14200(N)    092 40 52.84000(W) AD(       ) 2
 CQ2929  NGVD 29 (07/19/86)   74.19   (m)          243.4    (f) LEVELING    3  
 CQ2929
 CQ2929.Superseded values are not recommended for survey control.
 CQ2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2929.See file dsdata.txt to determine how the superseded data were derived.
 CQ2929
 CQ2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2984122190(NAD 83)
 CQ2929_MARKER: DB = BENCH MARK DISK
 CQ2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2929+STABILITY: SURFACE MOTION
 CQ2929
 CQ2929  HISTORY     - Date     Condition        Report By
 CQ2929  HISTORY     - 1952     MONUMENTED       USGS
 CQ2929
 CQ2929                          STATION DESCRIPTION
 CQ2929
 CQ2929'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RCD)
 CQ2929'THE STATION IS 6 MILES SOUTH OF BERNICE, 2.5 MILES NORTHWEST
 CQ2929'OF DUBACH, 1.5 MILES WEST OF U.S. HIGHWAY 167, 45 FEET SOUTHEAST
 CQ2929'OF THE CENTER OF A NORTHEAST-SOUTHWEST GRAVELED ROAD, 43
 CQ2929'FEET SOUTHWEST OF THE CENTER OF A NORTHWEST-SOUTHEAST GRAVELED
 CQ2929'ROAD AND 11 FEET NORTH OF A WIRE FENCE.
 CQ2929'
 CQ2929'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 CQ2929'HENRY, AND THE DISTANCE IS 258.55 METERS (848.26 FEET) SOUTH
 CQ2929'OF STATION HENRY.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 CQ2929'SURVEY DISK STAMPED TT 6L 1942, AND IS SET IN A 8-INCH
 CQ2929'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1311 ***********************************************************************
 BK1311  DESIGNATION -  TT 6 S USGS
 BK1311  PID         -  BK1311
 BK1311  STATE/COUNTY-  LA/ALLEN
 BK1311  USGS QUAD   -  REEVES (1986)
 BK1311
 BK1311                         *CURRENT SURVEY CONTROL
 BK1311  ___________________________________________________________________
 BK1311* NAD 83(1986)-  30 31 11.     (N)    093 05 15.     (W)     SCALED    
 BK1311* NAVD 88     -        21.04   (+/-2cm)      69.0    (feet)  VERTCON   
 BK1311  ___________________________________________________________________
 BK1311  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1311
 BK1311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1311
 BK1311.The horizontal coordinates were scaled from a topographic map and have
 BK1311.an estimated accuracy of +/- 6 seconds.
 BK1311
 BK1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1311.The vertical order pertains to the NGVD 29 superseded value.
 BK1311
 BK1311.The geoid height was determined by GEOID03.
 BK1311
 BK1311;                    North         East    Units  Estimated Accuracy
 BK1311;SPC LA S     -   225,170.      831,650.      MT  (+/- 180 meters Scaled)
 BK1311
 BK1311                          SUPERSEDED SURVEY CONTROL
 BK1311
 BK1311  NGVD 29 (??/??/??)   21.019  (m)           68.96   (f) ADJUSTED    2 0
 BK1311
 BK1311.Superseded values are not recommended for survey control.
 BK1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1311.See file dsdata.txt to determine how the superseded data were derived.
 BK1311
 BK1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP916763(NAD 83)
 BK1311_MARKER: DD = SURVEY DISK
 BK1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1311_STAMPING: TT 6 S 1934
 BK1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1311+STABILITY: SURFACE MOTION
 BK1311
 BK1311  HISTORY     - Date     Condition        Report By
 BK1311  HISTORY     - 1934     MONUMENTED       USGS
 BK1311  HISTORY     - 1935     GOOD             CGS
 BK1311
 BK1311                          STATION DESCRIPTION
 BK1311
 BK1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1311'2.5 MI W FROM REEVES.
 BK1311'2.5 MI W OF AND ALONG THE M P RR AT STATION POST BEL.  0.15 MILE W OF
 BK1311'MILEPOST 530.  60 FEET E OR A CROSSING.  22 FEET N OF CENTER OF TRACK.
 BK1311'18 FEET S OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1163 ***********************************************************************
 BX1163  DESIGNATION -  TT 6 X USGS
 BX1163  PID         -  BX1163
 BX1163  STATE/COUNTY-  LA/RAPIDES
 BX1163  USGS QUAD   -  MELDER (1993)
 BX1163
 BX1163                         *CURRENT SURVEY CONTROL
 BX1163  ___________________________________________________________________
 BX1163* NAD 83(1986)-  31 06 26.     (N)    092 38 15.     (W)     SCALED    
 BX1163* NAVD 88     -        55.94   (+/-2cm)     183.5    (feet)  VERTCON   
 BX1163  ___________________________________________________________________
 BX1163  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BX1163
 BX1163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1163
 BX1163.The horizontal coordinates were scaled from a topographic map and have
 BX1163.an estimated accuracy of +/- 6 seconds.
 BX1163
 BX1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1163.The vertical order pertains to the NGVD 29 superseded value.
 BX1163
 BX1163.The geoid height was determined by GEOID03.
 BX1163
 BX1163;                    North         East    Units  Estimated Accuracy
 BX1163;SPC LA N     -    67,340.      986,880.      MT  (+/- 180 meters Scaled)
 BX1163
 BX1163                          SUPERSEDED SURVEY CONTROL
 BX1163
 BX1163  NGVD 29 (??/??/??)   55.934  (m)          183.51   (f) ADJUSTED    2 0
 BX1163
 BX1163.Superseded values are not recommended for survey control.
 BX1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1163.See file dsdata.txt to determine how the superseded data were derived.
 BX1163
 BX1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ345415(NAD 83)
 BX1163_MARKER: DD = SURVEY DISK
 BX1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1163_STAMPING: TT 6 X 1934
 BX1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1163+STABILITY: SURFACE MOTION
 BX1163
 BX1163  HISTORY     - Date     Condition        Report By
 BX1163  HISTORY     - 1934     MONUMENTED       USGS
 BX1163  HISTORY     - 1961     GOOD             CGS
 BX1163  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1163
 BX1163                          STATION DESCRIPTION
 BX1163
 BX1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1163'8.2 MI E FROM HINESTON.
 BX1163'ABOUT 8.2 MILES EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF THE
 BX1163'HIGHWAY WITH STATE HIGHWAY 28 AT HINESTON, IN SECTION 35, T 2 N, R 3
 BX1163'W, 112 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE J. NEWMAN STORE
 BX1163'AT MELDER, 27 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX1163'258 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 BX1163'PAVED ROAD, 160 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM THE SOUTH
 BX1163'CORNER OF A BAPTIST CHURCH, 17 FEET NORTHWEST OF A 25-INCH OAK TREE, 1
 BX1163'FOOT NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BX1163'PROJECTING 8 INCHES.
 BX1163
 BX1163                          STATION RECOVERY (1999)
 BX1163
 BX1163'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2842 ***********************************************************************
 AU2842  DESIGNATION -  TT 60 F USGS 1934
 AU2842  PID         -  AU2842
 AU2842  STATE/COUNTY-  LA/LAFOURCHE
 AU2842  USGS QUAD   -  CATAHOULA BAY (1979)
 AU2842
 AU2842                         *CURRENT SURVEY CONTROL
 AU2842  ___________________________________________________________________
 AU2842* NAD 83(1992)-  29 41 37.76619(N)    090 20 51.10361(W)     ADJUSTED  
 AU2842* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2842  **This station is located in a subsidence area (see below).
 AU2842  ___________________________________________________________________
 AU2842  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AU2842  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AU2842
 AU2842  HORZ ORDER  -  SECOND
 AU2842
 AU2842.The horizontal coordinates were established by classical geodetic methods
 AU2842.and adjusted by the National Geodetic Survey in January 1993..
 AU2842
 AU2842 ** The orthometric height has not been validated since last determined
 AU2842 ** by differential leveling and should not be used for control purposes.
 AU2842 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2842 ** area with valid NAVD 88 orthometric heights.
 AU2842 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2842 ** epoch indicated which incorporates improved geoid heights for the
 AU2842 ** Southern Louisiana Subsidence area.
 AU2842 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2842.The orthometric height was scaled from a topographic map.
 AU2842
 AU2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2842
 AU2842.The geoid height was determined by GEOID03.
 AU2842
 AU2842;                    North         East     Units Scale Factor Converg.
 AU2842;SPC LA S     -   132,739.562 1,095,400.336   MT  0.99994001   +0 29 34.5
 AU2842;SPC LA S     -   435,496.38  3,593,825.94   sFT  0.99994001   +0 29 34.5
 AU2842;UTM  15      - 3,287,803.552   756,653.386   MT  1.00041282   +1 18 52.8
 AU2842
 AU2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2842!SPC LA S     -   1.00000400  x   0.99994001  =   0.99994401
 AU2842!UTM  15      -   1.00000400  x   1.00041282  =   1.00041682
 AU2842
 AU2842                          SUPERSEDED SURVEY CONTROL
 AU2842
 AU2842  NAD 83(1986)-  29 41 37.78303(N)    090 20 51.10815(W) AD(       ) 2
 AU2842  NAD 27      -  29 41 37.02083(N)    090 20 50.82021(W) AD(       ) 2
 AU2842
 AU2842.Superseded values are not recommended for survey control.
 AU2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2842.See file dsdata.txt to determine how the superseded data were derived.
 AU2842
 AU2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN5665387804(NAD 83)
 AU2842_MARKER: DD = SURVEY DISK
 AU2842_SETTING: 0 = UNSPECIFIED SETTING
 AU2842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2842
 AU2842  HISTORY     - Date     Condition        Report By
 AU2842  HISTORY     - 1934     MONUMENTED       USGS
 AU2842  HISTORY     - 1943     MARK NOT FOUND   CGS
 AU2842
 AU2842                          STATION DESCRIPTION
 AU2842
 AU2842'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 AU2842'STATION IS AT THE MOUTH OF BAYOU DES ALLEMANDS, ON THE W
 AU2842'SHORE OF LAKE SALVADORE, ABOUT 1/4 MILE S OF THE COMPANY
 AU2842'CANAL, AND 50 FEET FROM THE EDGE OF THE WATER.
 AU2842'
 AU2842'THE STATION IS MARKED BY A STANDARD U.S.G.S. TABLET SET IN
 AU2842'A CONCRETE POST.
 AU2842'
 AU2842'STATION TEMPLE IS 35.74 METERS (117.3 FEET) FROM THE STATION
 AU2842'S 61 DEG 52 MIN E.
 AU2842
 AU2842                          STATION RECOVERY (1943)
 AU2842
 AU2842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCW)
 AU2842'THE MARK WAS FOUND UPROOTED AND LYING ON ITS SIDE ON THE
 AU2842'BEACH.  THE STATION SHOULD BE CONSIDERED LOST AND SHOULD
 AU2842'BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1420 ***********************************************************************
 BX1420  DESIGNATION -  TT 60 L USGS
 BX1420  PID         -  BX1420
 BX1420  STATE/COUNTY-  LA/WINN
 BX1420  USGS QUAD   -  VERDA (1983)
 BX1420
 BX1420                         *CURRENT SURVEY CONTROL
 BX1420  ___________________________________________________________________
 BX1420* NAD 83(1986)-  31 44 26.     (N)    092 45 53.     (W)     SCALED    
 BX1420* NAVD 88     -        79.32   (+/-2cm)     260.2    (feet)  VERTCON   
 BX1420  ___________________________________________________________________
 BX1420  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX1420
 BX1420  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1420
 BX1420.The horizontal coordinates were scaled from a topographic map and have
 BX1420.an estimated accuracy of +/- 6 seconds.
 BX1420
 BX1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1420.The vertical order pertains to the NGVD 29 superseded value.
 BX1420
 BX1420.The geoid height was determined by GEOID03.
 BX1420
 BX1420;                    North         East    Units  Estimated Accuracy
 BX1420;SPC LA N     -   137,580.      974,920.      MT  (+/- 180 meters Scaled)
 BX1420
 BX1420                          SUPERSEDED SURVEY CONTROL
 BX1420
 BX1420  NGVD 29 (??/??/??)   79.331  (m)          260.27   (f) ADJUSTED    1 2
 BX1420
 BX1420.Superseded values are not recommended for survey control.
 BX1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1420.See file dsdata.txt to determine how the superseded data were derived.
 BX1420
 BX1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR222117(NAD 83)
 BX1420_MARKER: DD = SURVEY DISK
 BX1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1420_STAMPING: TT 60 L 1936 260.272
 BX1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1420+STABILITY: SURFACE MOTION
 BX1420
 BX1420  HISTORY     - Date     Condition        Report By
 BX1420  HISTORY     - UNK      MONUMENTED       USGS
 BX1420  HISTORY     - 1956     GOOD             CGS
 BX1420
 BX1420                          STATION DESCRIPTION
 BX1420
 BX1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX1420'3.2 MI NE FROM NEW VERDA.
 BX1420'LOCATED 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 BX1420'IN NEW VERDA, IN THE SOUTHWEST ANGLE OF A CROSSROAD, 33 FEET WEST OF
 BX1420'THE CENTER OF THE HIGHWAY, 53 FEET SOUTH OF THE CENTER OF THE SIDEROAD
 BX1420'LEADING WEST, 54 FEET SOUTHEAST OF A TRIANGULAR BLAZED 16-INCH PINE
 BX1420'TREE, 107 FEET NORTH OF A POWER POLE AND 11 FEET NORTH OF A WITNESS
 BX1420'POST.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF
 BX1420'A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1245 ***********************************************************************
 BH1245  DESIGNATION -  TT 61 L USGS
 BH1245  PID         -  BH1245
 BH1245  STATE/COUNTY-  LA/ST TAMMANY
 BH1245  USGS QUAD   -  NICHOLSON (1993)
 BH1245
 BH1245                         *CURRENT SURVEY CONTROL
 BH1245  ___________________________________________________________________
 BH1245* NAD 83(1986)-  30 22 37.     (N)    089 44 36.     (W)     SCALED    
 BH1245* NAVD 88     -         9.24   (+/-2cm)      30.3    (feet)  VERTCON   
 BH1245  ___________________________________________________________________
 BH1245  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BH1245
 BH1245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1245
 BH1245.The horizontal coordinates were scaled from a topographic map and have
 BH1245.an estimated accuracy of +/- 6 seconds.
 BH1245
 BH1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1245.The vertical order pertains to the NGVD 29 superseded value.
 BH1245
 BH1245.The geoid height was determined by GEOID03.
 BH1245
 BH1245;                    North         East    Units  Estimated Accuracy
 BH1245;SPC LA S     -   209,110.    1,152,820.      MT  (+/- 180 meters Scaled)
 BH1245
 BH1245                          SUPERSEDED SURVEY CONTROL
 BH1245
 BH1245  NGVD 29 (??/??/??)    9.232  (m)           30.29   (f) ADJUSTED    2 0
 BH1245
 BH1245.Superseded values are not recommended for survey control.
 BH1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1245.See file dsdata.txt to determine how the superseded data were derived.
 BH1245
 BH1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU363637(NAD 83)
 BH1245_MARKER: DD = SURVEY DISK
 BH1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1245_STAMPING: TT 61 L 1931
 BH1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1245+STABILITY: SURFACE MOTION
 BH1245
 BH1245  HISTORY     - Date     Condition        Report By
 BH1245  HISTORY     - 1931     MONUMENTED       CGS
 BH1245  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH1245
 BH1245                          STATION DESCRIPTION
 BH1245
 BH1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1245'IN PEARL RIVER.
 BH1245'AT PEARL RIVER, ST. TAMMANY PARISH, 200 FEET SOUTH OF THE NEW ORLEANS
 BH1245'AND NORTHEASTERN RAILROAD STATION, 70 FEET NORTH OF THE CENTER OF A
 BH1245'ROAD CROSSING, 65 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 15
 BH1245'FEET NORTH OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 BH1245'STANDARD DISK, STAMPED TT 61 L 1931 AND SET IN THE TOP OF A CONCRETE
 BH1245'POST MARKED U.S.P.B.M. 32.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3019 ***********************************************************************
 AU3019  DESIGNATION -  TT 64 L USGS 1934
 AU3019  PID         -  AU3019
 AU3019  STATE/COUNTY-  LA/TERREBONNE
 AU3019  USGS QUAD   -  LAKE BULLY CAMP (1994)
 AU3019
 AU3019                         *CURRENT SURVEY CONTROL
 AU3019  ___________________________________________________________________
 AU3019* NAD 83(1992)-  29 27 15.24317(N)    090 28 10.56811(W)     ADJUSTED  
 AU3019* NAVD 88     -         1.56   (+/-2cm)       5.1  **(feet)  VERTCON   
 AU3019  **This station is located in a subsidence area (see below).
 AU3019  ___________________________________________________________________
 AU3019  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU3019  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AU3019
 AU3019  HORZ ORDER  -  THIRD
 AU3019  VERT ORDER  -  THIRD ? (See Below)
 AU3019
 AU3019.The horizontal coordinates were established by classical geodetic methods
 AU3019.and adjusted by the National Geodetic Survey in January 1993..
 AU3019
 AU3019 ** The orthometric height has not been validated since last determined
 AU3019 ** by differential leveling and should not be used for control purposes.
 AU3019 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3019 ** area with valid NAVD 88 orthometric heights.
 AU3019 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3019 ** epoch indicated which incorporates improved geoid heights for the
 AU3019 ** Southern Louisiana Subsidence area.
 AU3019 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3019.The vertical order pertains to the NGVD 29 superseded value.
 AU3019
 AU3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3019
 AU3019.The geoid height was determined by GEOID03.
 AU3019
 AU3019;                    North         East     Units Scale Factor Converg.
 AU3019;SPC LA S     -   106,088.803 1,083,787.196   MT  0.99997094   +0 25 54.8
 AU3019;SPC LA S     -   348,059.68  3,555,725.16   sFT  0.99997094   +0 25 54.8
 AU3019;UTM  15      - 3,260,978.490   745,416.821   MT  1.00034324   +1 14 41.6
 AU3019
 AU3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3019!SPC LA S     -   1.00000366  x   0.99997094  =   0.99997460
 AU3019!UTM  15      -   1.00000366  x   1.00034324  =   1.00034691
 AU3019
 AU3019                          SUPERSEDED SURVEY CONTROL
 AU3019
 AU3019  NAD 83(1986)-  29 27 15.25908(N)    090 28 10.57537(W) AD(       ) 3
 AU3019  NAD 27      -  29 27 14.46000(N)    090 28 10.27000(W) AD(       ) 3
 AU3019  NGVD 29 (07/19/86)    1.61   (m)            5.3    (f) LEVELING    3  
 AU3019
 AU3019.Superseded values are not recommended for survey control.
 AU3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3019.See file dsdata.txt to determine how the superseded data were derived.
 AU3019
 AU3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4541760978(NAD 83)
 AU3019_MARKER: DD = SURVEY DISK
 AU3019_SETTING: 0 = UNSPECIFIED SETTING
 AU3019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3019
 AU3019  HISTORY     - Date     Condition        Report By
 AU3019  HISTORY     - 1934     MONUMENTED       USGS
 AU3019  HISTORY     - 1952     GOOD             CGS
 AU3019
 AU3019                          STATION DESCRIPTION
 AU3019
 AU3019'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (ERM)
 AU3019'STATION IS OF THE U.S.G.S. 1932 TRAVERSE AND DESCRIBED BY
 AU3019'THEM AS FOLLOWS--
 AU3019'
 AU3019'642 MONTEGUT, ABOUT 9 MILES SE OF ON POINT AUX CHIEN BAYOU
 AU3019'ROAD, AT THE FORKS OF THE ST. LOUIS CANAL AND BAYOU POINT
 AU3019'AUX CHIEN, WHERE THE ROAD LEADS TO THE W EDGE OF THE CANAL,
 AU3019'1,600 FEET SE OF SIDNEY NAQUINS HOUSE, 40 FEET E OF THE
 AU3019'CENTER OF THE ROAD, 30 FEET W OF THE POINT OF LAND FORMED
 AU3019'BY THE FORKS OF THE BAYOU AND CANAL ON TOP OF THE BANK.
 AU3019'
 AU3019'THE STATION MARK IS A STANDARD U.S.G.S. TABLET, MARKED T.T. 64
 AU3019'L S 1932, SET IN A CONCRETE POST.  NO REFERENCE MARKS WERE
 AU3019'ESTABLISHED.
 AU3019
 AU3019                          STATION RECOVERY (1952)
 AU3019
 AU3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3019'STATION WAS RECOVERED IN FAIR CONDITION WITH ONE CORNER
 AU3019'OF THE MONUMENT CHIPPED OFF.  A COMPLETE NEW DESCRIPTION
 AU3019'FOLLOWS--
 AU3019'
 AU3019'STATION IS LOCATED ABOUT 9 MI. SE OF MONTEGUT, ON THE POINT
 AU3019'AUX CHIEN ROAD, 4.2 MI. SE OF THE NEW POINT AUX CHIEN SCHOOL,
 AU3019'AT THE CONFLUENCE OF ST. LOUIS CANAL AND POINT AUX CHIEN
 AU3019'BAYOU, 120 FT. N OF POWER POLE NO. 135, 46 FT. NE OF THE
 AU3019'ROAD, 2 FT. SW OF THE BANK OF THE BAYOU, AND 7.8 FT. N OF A
 AU3019'4- BY 4-IN. WHITE WOODEN WITNESS POST.  IT IS A UNITED STATES
 AU3019'GEOLOGICAL SURVEY DISK, SET IN A 10- BY 10-IN. CONCRETE
 AU3019'POST PROJECTING 1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1488 ***********************************************************************
 BX1488  DESIGNATION -  TT 69 L 769 USGS
 BX1488  PID         -  BX1488
 BX1488  STATE/COUNTY-  LA/WINN
 BX1488  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1488
 BX1488                         *CURRENT SURVEY CONTROL
 BX1488  ___________________________________________________________________
 BX1488* NAD 83(1986)-  31 54 44.     (N)    092 42 35.     (W)     SCALED    
 BX1488* NAVD 88     -        56.23   (+/-2cm)     184.5    (feet)  VERTCON   
 BX1488  ___________________________________________________________________
 BX1488  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1488
 BX1488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1488
 BX1488.The horizontal coordinates were scaled from a topographic map and have
 BX1488.an estimated accuracy of +/- 6 seconds.
 BX1488
 BX1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1488.The vertical order pertains to the NGVD 29 superseded value.
 BX1488
 BX1488.The geoid height was determined by GEOID03.
 BX1488
 BX1488;                    North         East    Units  Estimated Accuracy
 BX1488;SPC LA N     -   156,600.      980,170.      MT  (+/- 180 meters Scaled)
 BX1488
 BX1488                          SUPERSEDED SURVEY CONTROL
 BX1488
 BX1488  NGVD 29 (??/??/??)   56.256  (m)          184.57   (f) ADJUSTED    2 0
 BX1488
 BX1488.Superseded values are not recommended for survey control.
 BX1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1488.See file dsdata.txt to determine how the superseded data were derived.
 BX1488
 BX1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR274307(NAD 83)
 BX1488_MARKER: DD = SURVEY DISK
 BX1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1488_STAMPING: TT 69L 769 1936
 BX1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1488+STABILITY: SURFACE MOTION
 BX1488
 BX1488  HISTORY     - Date     Condition        Report By
 BX1488  HISTORY     - 1936     MONUMENTED       USGS
 BX1488  HISTORY     - 1949     GOOD             CGS
 BX1488
 BX1488                          STATION DESCRIPTION
 BX1488
 BX1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1488'4.4 MI W FROM WINNFIELD.
 BX1488'4.4 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT WINNFIELD,
 BX1488'37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 106 FEET WEST OF THE
 BX1488'EXTENDED CENTER LINE OF A ROAD LEADING NORTH TO THE WINNFIELD ROCK
 BX1488'QUARRY, 6.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1488'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0883 ***********************************************************************
 BJ0883  DESIGNATION -  TT 7 L USGS
 BJ0883  PID         -  BJ0883
 BJ0883  STATE/COUNTY-  LA/LIVINGSTON
 BJ0883  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0883
 BJ0883                         *CURRENT SURVEY CONTROL
 BJ0883  ___________________________________________________________________
 BJ0883* NAD 83(1986)-  30 29 22.     (N)    090 54 55.     (W)     SCALED    
 BJ0883* NAVD 88     -        13.595  (meters)      44.60   (feet)  ADJUSTED  
 BJ0883  ___________________________________________________________________
 BJ0883  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ0883  DYNAMIC HT  -          13.577 (meters)      44.54  (feet)  COMP
 BJ0883  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BJ0883
 BJ0883  VERT ORDER  -  FIRST     CLASS I
 BJ0883
 BJ0883.The horizontal coordinates were scaled from a topographic map and have
 BJ0883.an estimated accuracy of +/- 6 seconds.
 BJ0883
 BJ0883.The orthometric height was determined by differential leveling
 BJ0883.and adjusted by the National Geodetic Survey in February 1994..
 BJ0883
 BJ0883.The geoid height was determined by GEOID03.
 BJ0883
 BJ0883.The dynamic height is computed by dividing the NAVD 88
 BJ0883.geopotential number by the normal gravity value computed on the
 BJ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0883.degrees latitude (g = 980.6199 gals.).
 BJ0883
 BJ0883.The modeled gravity was interpolated from observed gravity values.
 BJ0883
 BJ0883;                    North         East    Units  Estimated Accuracy
 BJ0883;SPC LA S     -   220,590.    1,040,140.      MT  (+/- 180 meters Scaled)
 BJ0883
 BJ0883                          SUPERSEDED SURVEY CONTROL
 BJ0883
 BJ0883  NAVD 88 (06/15/91)   13.647  (m)           44.77   (f) UNKNOWN     1 1
 BJ0883  NGVD 29 (??/??/??)   13.618  (m)           44.68   (f) ADJUSTED    1 1
 BJ0883
 BJ0883.Superseded values are not recommended for survey control.
 BJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0883.See file dsdata.txt to determine how the superseded data were derived.
 BJ0883
 BJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP000748(NAD 83)
 BJ0883_MARKER: DD = SURVEY DISK
 BJ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0883_SP_SET: CONCRETE POST
 BJ0883_STAMPING: TT 7 L 1931 45.138
 BJ0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0883+STABILITY: SURFACE MOTION
 BJ0883
 BJ0883  HISTORY     - Date     Condition        Report By
 BJ0883  HISTORY     - 1931     MONUMENTED       USGS
 BJ0883  HISTORY     - 1976     GOOD             NGS
 BJ0883
 BJ0883                          STATION DESCRIPTION
 BJ0883
 BJ0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0883'2.5 MI EAST FROM DENHAM SPRINGS.
 BJ0883'2.5 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE CROSSING
 BJ0883'OF NORTH RANGE AVENUE, AT THE CROSSING OF A GRAVELED ROAD, 146 FT EAST
 BJ0883'OF THE CENTER OF THE CROSSING, 46.3 FT NORTH OF THE NORTH RAIL, 106 FT
 BJ0883'EAST OF THE NORTH ONE OF TWO STEEL POWER LINE POLES, 87 FT NORTH OF
 BJ0883'AND ACROSS THE TRACK FROM A POWER LINE POLE, 3 FT SOUTH OF A 5-FT HIGH
 BJ0883'TREE STUMP, 5 FT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2743 ***********************************************************************
 AU2743  DESIGNATION -  TT 7 L USGS 1932
 AU2743  PID         -  AU2743
 AU2743  STATE/COUNTY-  LA/PLAQUEMINES
 AU2743  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2743
 AU2743                         *CURRENT SURVEY CONTROL
 AU2743  ___________________________________________________________________
 AU2743* NAD 83(1992)-  29 46 18.79536(N)    090 01 47.19091(W)     ADJUSTED  
 AU2743* NAVD 88     -         1.15   (+/-2cm)       3.8  **(feet)  VERTCON   
 AU2743  **This station is located in a subsidence area (see below).
 AU2743  ___________________________________________________________________
 AU2743  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2743  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU2743
 AU2743  HORZ ORDER  -  SECOND
 AU2743  VERT ORDER  -  THIRD ? (See Below)
 AU2743
 AU2743.The horizontal coordinates were established by classical geodetic methods
 AU2743.and adjusted by the National Geodetic Survey in January 1993..
 AU2743
 AU2743 ** The orthometric height has not been validated since last determined
 AU2743 ** by differential leveling and should not be used for control purposes.
 AU2743 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2743 ** area with valid NAVD 88 orthometric heights.
 AU2743 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2743 ** epoch indicated which incorporates improved geoid heights for the
 AU2743 ** Southern Louisiana Subsidence area.
 AU2743 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2743.The vertical order pertains to the NGVD 29 superseded value.
 AU2743
 AU2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2743
 AU2743.The geoid height was determined by GEOID03.
 AU2743
 AU2743;                    North         East     Units Scale Factor Converg.
 AU2743;SPC LA S     -   141,698.829 1,126,051.049   MT  0.99993368   +0 39 06.5
 AU2743;SPC LA S     -   464,890.24  3,694,385.82   sFT  0.99993368   +0 39 06.5
 AU2743;UTM  15      - 3,297,207.487   787,189.876   MT  1.00061777   +1 28 33.1
 AU2743;UTM  16      - 3,297,357.397   207,049.496   MT  1.00065901   -1 30 19.8
 AU2743
 AU2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2743!SPC LA S     -   1.00000382  x   0.99993368  =   0.99993750
 AU2743!UTM  15      -   1.00000382  x   1.00061777  =   1.00062159
 AU2743!UTM  16      -   1.00000382  x   1.00065901  =   1.00066283
 AU2743
 AU2743                          SUPERSEDED SURVEY CONTROL
 AU2743
 AU2743  NAD 83(1986)-  29 46 18.80987(N)    090 01 47.19288(W) AD(       ) 2
 AU2743  NAD 27      -  29 46 18.05776(N)    090 01 46.93774(W) AD(       ) 2
 AU2743  NGVD 29 (07/19/86)    1.24   (m)            4.1    (f) LEVELING    3  
 AU2743
 AU2743.Superseded values are not recommended for survey control.
 AU2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2743.See file dsdata.txt to determine how the superseded data were derived.
 AU2743
 AU2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8719097207(NAD 83)
 AU2743_MARKER: DD = SURVEY DISK
 AU2743_SETTING: 0 = UNSPECIFIED SETTING
 AU2743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2743
 AU2743  HISTORY     - Date     Condition        Report By
 AU2743  HISTORY     - 1932     MONUMENTED       USGS
 AU2743  HISTORY     - 1934     GOOD             CGS
 AU2743
 AU2743                          STATION DESCRIPTION
 AU2743
 AU2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2743'THE STATION WAS FOUND TO BE IN GOOD CONDITION.  IT IS 2.2 MILES
 AU2743'N OF OLLIS, 4,000 FEET S OF OAKVILLE ALONG THE HIGHWAY, AT
 AU2743'THE SARAH PLANTATION HOUSES, ON THE RAILROAD RIGHT-OF-WAY,
 AU2743'10 FEET W OF THE W RAIL, 33 FEET E OF THE HIGHWAY, AND 41
 AU2743'FEET N OF THE ROAD OPPOSITE THE N EDGE OF THE NEGRO SHACKS.
 AU2743'
 AU2743'THE STATION IS MARKED BY A STANDARD U.S.G.S. BRONZE TABLET
 AU2743'SET IN A CONCRETE POST.  THE TABLET IS STAMPED T.T. 7 L 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1300 ***********************************************************************
 BK1300  DESIGNATION -  TT 7 N USGS
 BK1300  PID         -  BK1300
 BK1300  STATE/COUNTY-  LA/BEAUREGARD
 BK1300  USGS QUAD   -  SINGER (1986)
 BK1300
 BK1300                         *CURRENT SURVEY CONTROL
 BK1300  ___________________________________________________________________
 BK1300* NAD 83(1986)-  30 39 21.     (N)    093 24 43.     (W)     SCALED    
 BK1300* NAVD 88     -        44.87   (+/-2cm)     147.2    (feet)  VERTCON   
 BK1300  ___________________________________________________________________
 BK1300  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK1300
 BK1300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1300
 BK1300.The horizontal coordinates were scaled from a topographic map and have
 BK1300.an estimated accuracy of +/- 6 seconds.
 BK1300
 BK1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1300.The vertical order pertains to the NGVD 29 superseded value.
 BK1300
 BK1300.The geoid height was determined by GEOID03.
 BK1300
 BK1300;                    North         East    Units  Estimated Accuracy
 BK1300;SPC LA S     -   240,770.      800,790.      MT  (+/- 180 meters Scaled)
 BK1300
 BK1300                          SUPERSEDED SURVEY CONTROL
 BK1300
 BK1300  NGVD 29 (??/??/??)   44.906  (m)          147.33   (f) ADJUSTED    2 0
 BK1300
 BK1300.Superseded values are not recommended for survey control.
 BK1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1300.See file dsdata.txt to determine how the superseded data were derived.
 BK1300
 BK1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP605915(NAD 83)
 BK1300_MARKER: DD = SURVEY DISK
 BK1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1300_STAMPING: TT 7 N 1934
 BK1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1300+STABILITY: SURFACE MOTION
 BK1300
 BK1300  HISTORY     - Date     Condition        Report By
 BK1300  HISTORY     - 1934     MONUMENTED       USGS
 BK1300  HISTORY     - 1945     POOR             CGS
 BK1300
 BK1300                          STATION DESCRIPTION
 BK1300
 BK1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 BK1300'IN SINGER.
 BK1300'AT SINGER, BEAUREGARD PARISH, 200 YARDS SOUTH OF THE KANSAS CITY
 BK1300'SOUTHERN RAILWAY STATION AT THE CROSSING OF THE K. C. S. RY. TRACK AND
 BK1300'STATE HIGHWAY 250, 93 FEET WEST OF THE CENTERLINE OF THE TRACK, 29
 BK1300'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 30 FEET EAST OF THE
 BK1300'CENTERLINE OF STATE HIGHWAY 104.  A STANDARD DISK, STAMPED TT 7 N 1934
 BK1300'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HAS BEEN HIT BY ROAD
 BK1300'GRADER--LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1313 ***********************************************************************
 BK1313  DESIGNATION -  TT 7 S USGS
 BK1313  PID         -  BK1313
 BK1313  STATE/COUNTY-  LA/BEAUREGARD
 BK1313  USGS QUAD   -  LONGVILLE (1994)
 BK1313
 BK1313                         *CURRENT SURVEY CONTROL
 BK1313  ___________________________________________________________________
 BK1313* NAD 83(1986)-  30 31 01.     (N)    093 08 37.     (W)     SCALED    
 BK1313* NAVD 88     -        15.49   (+/-2cm)      50.8    (feet)  VERTCON   
 BK1313  ___________________________________________________________________
 BK1313  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1313
 BK1313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1313
 BK1313.The horizontal coordinates were scaled from a topographic map and have
 BK1313.an estimated accuracy of +/- 6 seconds.
 BK1313
 BK1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1313.The vertical order pertains to the NGVD 29 superseded value.
 BK1313
 BK1313.The geoid height was determined by GEOID03.
 BK1313
 BK1313;                    North         East    Units  Estimated Accuracy
 BK1313;SPC LA S     -   224,940.      826,260.      MT  (+/- 180 meters Scaled)
 BK1313
 BK1313                          SUPERSEDED SURVEY CONTROL
 BK1313
 BK1313  NGVD 29 (??/??/??)   15.467  (m)           50.74   (f) ADJUSTED    2 0
 BK1313
 BK1313.Superseded values are not recommended for survey control.
 BK1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1313.See file dsdata.txt to determine how the superseded data were derived.
 BK1313
 BK1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP862760(NAD 83)
 BK1313_MARKER: DD = SURVEY DISK
 BK1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1313_STAMPING: TT 7 S 1934
 BK1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1313+STABILITY: SURFACE MOTION
 BK1313
 BK1313  HISTORY     - Date     Condition        Report By
 BK1313  HISTORY     - 1934     MONUMENTED       USGS
 BK1313  HISTORY     - 1935     GOOD             CGS
 BK1313
 BK1313                          STATION DESCRIPTION
 BK1313
 BK1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1313'5.9 MI W FROM REEVES.
 BK1313'5.9 MI W OF AND ALONG THE M P R R 0.5 MILE NE OF MILEPOST 526.  AT
 BK1313'STATION EDITH.  38 FEET NW OF CENTER OF MAIN LINE TRACK FROM A POINT
 BK1313'DIRECTLY IN LINE WITH WATER TANK.  35 FEET SE OF FENCE LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1263 ***********************************************************************
 BH1263  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1263  DESIGNATION -  TT 70 L RESET
 BH1263  PID         -  BH1263
 BH1263  STATE/COUNTY-  LA/ST TAMMANY
 BH1263  USGS QUAD   -  LACOMBE (1994)
 BH1263
 BH1263                         *CURRENT SURVEY CONTROL
 BH1263  ___________________________________________________________________
 BH1263* NAD 83(1986)-  30 18 36.     (N)    089 56 12.     (W)     SCALED    
 BH1263* NAVD 88     -         4.204  (meters)      13.79   (feet)  ADJUSTED  
 BH1263  ___________________________________________________________________
 BH1263  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BH1263  DYNAMIC HT  -           4.198 (meters)      13.77  (feet)  COMP
 BH1263  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BH1263
 BH1263  VERT ORDER  -  FIRST     CLASS II
 BH1263
 BH1263.The horizontal coordinates were scaled from a topographic map and have
 BH1263.an estimated accuracy of +/- 6 seconds.
 BH1263
 BH1263.The orthometric height was determined by differential leveling
 BH1263.and adjusted by the National Geodetic Survey in February 1994..
 BH1263
 BH1263.This Tidal Bench Mark is designated as VM 11047
 BH1263.by the Center for Operational Oceanographic Products and Services.
 BH1263
 BH1263.The geoid height was determined by GEOID03.
 BH1263
 BH1263.The dynamic height is computed by dividing the NAVD 88
 BH1263.geopotential number by the normal gravity value computed on the
 BH1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1263.degrees latitude (g = 980.6199 gals.).
 BH1263
 BH1263.The modeled gravity was interpolated from observed gravity values.
 BH1263
 BH1263;                    North         East    Units  Estimated Accuracy
 BH1263;SPC LA S     -   201,450.    1,134,330.      MT  (+/- 180 meters Scaled)
 BH1263
 BH1263                          SUPERSEDED SURVEY CONTROL
 BH1263
 BH1263  NGVD 29 (??/??/??)    4.228  (m)           13.87   (f) ADJUSTED    1 2
 BH1263
 BH1263.Superseded values are not recommended for survey control.
 BH1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1263.See file dsdata.txt to determine how the superseded data were derived.
 BH1263
 BH1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU175567(NAD 83)
 BH1263_MARKER: DD = SURVEY DISK
 BH1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1263_SP_SET: CONCRETE POST
 BH1263_STAMPING: TT 70 L RESET 1960
 BH1263_MARK LOGO: USGS  
 BH1263_PROJECTION: PROJECTING 5 CENTIMETERS
 BH1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1263+STABILITY: SURFACE MOTION
 BH1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1263+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 BH1263
 BH1263  HISTORY     - Date     Condition        Report By
 BH1263  HISTORY     - 1960     MONUMENTED       CGS
 BH1263  HISTORY     - 1971     GOOD             NGS
 BH1263  HISTORY     - 1978     GOOD             USE
 BH1263  HISTORY     - 1983     GOOD             LADTD
 BH1263  HISTORY     - 1986     GOOD             NGS
 BH1263  HISTORY     - 20060429 GOOD             NGS
 BH1263
 BH1263                          STATION DESCRIPTION
 BH1263
 BH1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BH1263'IN LACOMBE.
 BH1263'THE MARK IS LOCATED IN LACOMBE ALONG THE GAYLORD CONTAINER CORP
 BH1263'RAILROAD TRACK, AT A PUBLIC ROAD CROSSING JUST WEST OF THE RAILROAD
 BH1263'STATION, IN THE NORTHWEST ANGLE OF THE ROAD CROSSING, 238 FEET WEST OF
 BH1263'THE SOUTHWEST CORNER OF THE LACOMBE RAILROAD STATION (NOW ABANDONED),
 BH1263'53 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 24 FEET NORTH OF THE
 BH1263'NORTH RAIL OF THE TRACK, 59 FEET NORTHWEST OF THE CENTER OF THE ROAD
 BH1263'CROSSING, 6 FEET SOUTH OF A ROW OF POLES AND 1 FOOT NORTHWEST OF A
 BH1263'METAL WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BH1263'POST PROJECTING 4 INCHES.
 BH1263
 BH1263                          STATION RECOVERY (1971)
 BH1263
 BH1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH1263'RECOVERED IN GOOD CONDITION.
 BH1263
 BH1263                          STATION RECOVERY (1978)
 BH1263
 BH1263'RECOVERY NOTE BY US ENGINEERS 1978
 BH1263'RECOVERED IN GOOD CONDITION.
 BH1263
 BH1263                          STATION RECOVERY (1983)
 BH1263
 BH1263'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BH1263'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BH1263'JUNCTION OF LA 434 SOUTH AND US 190, 0.2 KM (0.1 MI) SOUTHWEST OF
 BH1263'BAYOU LACOMBE BRIDGE, GO SOUTH ALONG LA 434 FOR 0.3 KM (0.2 MI) TO
 BH1263'THE MARKER IN NORTHWEST ANGLE OF RAILROAD CROSSING, 16.5 METERS (54
 BH1263'FT) WEST-NORTHWEST OF THE CENTER OF LA 434, 7.3 METERS (24 FT)
 BH1263'NORTH-NORTHEAST OF NORTH RAIL OF TRACKS, 18.3 METERS (60 FT)
 BH1263'NORTH-NORTHWEST OF CENTER OF NORTH RAILROAD CROSSING ON LA 434, 23.8
 BH1263'METERS (78 FT) NORTH OF POWER POLE I-264, 11.3 METERS (37 FT)
 BH1263'NORTHWEST OF AN IRON RAILROAD SIGN POST, 24.7 METERS (81 FT)
 BH1263'SOUTHWEST OF WEST END OF METAL PIPE UNDER LA 434, NOTE--MONUMENT
 BH1263'CHIPPED ON 3 SIDES.
 BH1263'THE MARK IS 0.61 M BELOW NORTH RAIL OF TRACKS.
 BH1263
 BH1263                          STATION RECOVERY (1986)
 BH1263
 BH1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1263'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 BH1263'MILES) SOUTH ALONG STATE HIGHWAY 434 FROM THE FIRST NATIONAL BANK IN
 BH1263'LACOMBE TO THE MARK ON THE RIGHT.  IT IS 16.4 METERS (54.0 FT)
 BH1263'WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 434, 7.3 METERS (24.0
 BH1263'FT) NORTH-NORTHEAST OF THE NORTH RAIL OF TRACKS AND 11.2 METERS (37.0
 BH1263'FT) NORTHWEST OF A RAILROAD CROSSING SIGN.
 BH1263'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 BH1263'THE MARK IS ABOVE LEVEL WITH HIGHWAY 434.
 BH1263
 BH1263                          STATION RECOVERY (2006)
 BH1263
 BH1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1263'RECOVERED IN GOOD CONDITION.  RAILROAD TRACKS IS NOW A BIKE PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1262 ***********************************************************************
 BH1262  DESIGNATION -  TT 70 L USGS
 BH1262  PID         -  BH1262
 BH1262  STATE/COUNTY-  LA/ST TAMMANY
 BH1262  USGS QUAD   -  LACOMBE (1994)
 BH1262
 BH1262                         *CURRENT SURVEY CONTROL
 BH1262  ___________________________________________________________________
 BH1262* NAD 83(1986)-  30 18 37.     (N)    089 56 17.     (W)     SCALED    
 BH1262* NAVD 88     -         4.14   (+/-2cm)      13.6    (feet)  VERTCON   
 BH1262  ___________________________________________________________________
 BH1262  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BH1262
 BH1262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1262
 BH1262.The horizontal coordinates were scaled from a topographic map and have
 BH1262.an estimated accuracy of +/- 6 seconds.
 BH1262
 BH1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1262.The vertical order pertains to the NGVD 29 superseded value.
 BH1262
 BH1262.The geoid height was determined by GEOID03.
 BH1262
 BH1262;                    North         East    Units  Estimated Accuracy
 BH1262;SPC LA S     -   201,480.    1,134,190.      MT  (+/- 180 meters Scaled)
 BH1262
 BH1262                          SUPERSEDED SURVEY CONTROL
 BH1262
 BH1262  NGVD 29 (??/??/??)    4.147  (m)           13.61   (f) ADJUSTED    2 0
 BH1262
 BH1262.Superseded values are not recommended for survey control.
 BH1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1262.See file dsdata.txt to determine how the superseded data were derived.
 BH1262
 BH1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU174568(NAD 83)
 BH1262_MARKER: DD = SURVEY DISK
 BH1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1262_STAMPING: TT 70 L 1931 (14)
 BH1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1262+STABILITY: SURFACE MOTION
 BH1262
 BH1262  HISTORY     - Date     Condition        Report By
 BH1262  HISTORY     - 1931     MONUMENTED       USGS
 BH1262  HISTORY     - 1955     GOOD             CGS
 BH1262
 BH1262                          STATION DESCRIPTION
 BH1262
 BH1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1262'IN LACOMBE.
 BH1262'LOCATED ALONG THE GULF, MOBILE AND OHIO RAILROAD, AT LACOMBE, IN THE
 BH1262'NORTHWEST ANGLE OF A ROAD CROSSING, WEST OF THE STATION.  IT IS 37
 BH1262'FEET NORTH OF THE NORTH RAIL, 25 FEET WEST OF THE CENTERLINE OF A
 BH1262'GRAVEL ROAD (STATE HIGHWAY 158), 48 FEET NORTH EAST OF THE CENTER OF
 BH1262'THE ROAD CROSSING, 8 FEET NORTH OF A POLE AND 12 FEET SOUTHWEST OF A
 BH1262'RAILROAD CROSSING SIGN.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 BH1262'MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 BH1262'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1264 ***********************************************************************
 BH1264  DESIGNATION -  TT 71 L
 BH1264  PID         -  BH1264
 BH1264  STATE/COUNTY-  LA/ST TAMMANY
 BH1264  USGS QUAD   -  LACOMBE (1994)
 BH1264
 BH1264                         *CURRENT SURVEY CONTROL
 BH1264  ___________________________________________________________________
 BH1264* NAD 83(1986)-  30 19 27.     (N)    089 58 24.     (W)     SCALED    
 BH1264* NAVD 88     -         5.290  (meters)      17.36   (feet)  ADJUSTED  
 BH1264  ___________________________________________________________________
 BH1264  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH1264  DYNAMIC HT  -           5.283 (meters)      17.33  (feet)  COMP
 BH1264  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BH1264
 BH1264  VERT ORDER  -  FIRST     CLASS II
 BH1264
 BH1264.The horizontal coordinates were scaled from a topographic map and have
 BH1264.an estimated accuracy of +/- 6 seconds.
 BH1264
 BH1264.The orthometric height was determined by differential leveling
 BH1264.and adjusted by the National Geodetic Survey in February 1994..
 BH1264
 BH1264.The geoid height was determined by GEOID03.
 BH1264
 BH1264.The dynamic height is computed by dividing the NAVD 88
 BH1264.geopotential number by the normal gravity value computed on the
 BH1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1264.degrees latitude (g = 980.6199 gals.).
 BH1264
 BH1264.The modeled gravity was interpolated from observed gravity values.
 BH1264
 BH1264;                    North         East    Units  Estimated Accuracy
 BH1264;SPC LA S     -   202,980.    1,130,780.      MT  (+/- 180 meters Scaled)
 BH1264
 BH1264                          SUPERSEDED SURVEY CONTROL
 BH1264
 BH1264  NGVD 29 (??/??/??)    5.274  (m)           17.30   (f) ADJUSTED    1 2
 BH1264
 BH1264.Superseded values are not recommended for survey control.
 BH1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1264.See file dsdata.txt to determine how the superseded data were derived.
 BH1264
 BH1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU141584(NAD 83)
 BH1264_MARKER: DD = SURVEY DISK
 BH1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1264_SP_SET: CONCRETE POST
 BH1264_STAMPING: TT 71 L 1931 (18)
 BH1264_MARK LOGO: USGS  
 BH1264_PROJECTION: PROJECTING 5 CENTIMETERS
 BH1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1264+STABILITY: SURFACE MOTION
 BH1264
 BH1264  HISTORY     - Date     Condition        Report By
 BH1264  HISTORY     - 1931     MONUMENTED       USGS
 BH1264  HISTORY     - 1955     GOOD             CGS
 BH1264  HISTORY     - 1983     GOOD             LADTD
 BH1264  HISTORY     - 1986     GOOD             NGS
 BH1264
 BH1264                          STATION DESCRIPTION
 BH1264
 BH1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1264'2.3 MI W FROM LACOMBE.
 BH1264'LOCATED 2.3 MILES WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BH1264'THE STATION IN LACOMBE, ABOUT 300 FEET SOUTH OF U.S. HIGHWAY 190, 24
 BH1264'FEET NORTH OF THE 3RD POLE EAST OF MILEPOST 48, 51 FEET NORTH OF THE
 BH1264'NORTH RAIL OF THE TRACK, 26 FEET EAST OF THE CENTER LINE OF A
 BH1264'NORTH-SOUTH ROAD AND 59 FEET NORTH-NORTHEAST OF THE CENTER OF THE ROAD
 BH1264'CROSSING.  IT IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK SET IN THE
 BH1264'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE
 BH1264'ROAD.  NOTE-- THE FOREST GLEN RAILROAD STATION HAS BEEN DISMANTLED.
 BH1264
 BH1264                          STATION RECOVERY (1983)
 BH1264
 BH1264'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BH1264'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BH1264'JUNCTION OF LA 434 SOUTH AND US 190, 0.2 KM (0.1 MI) SOUTHWEST OF
 BH1264'BAYOU LACOMBE BRIDGE, GO WEST ALONG US 190 FOR 3.9 KM (2.4 MI) TO
 BH1264'JUNCTION WITH PONTCHARTRAIN ROAD, THEN SOUTH ON PONTCHARTRAIN ROAD
 BH1264'FOR 125.6 METERS (412 FT) TO THE MARKER ON THE LEFT IN NORTHEAST
 BH1264'ANGLE OF RAILROAD CROSSING, 7.9 METERS (26 FT) EAST-SOUTHEAST OF THE
 BH1264'CENTER OF PONTCHARTRAIN ROAD, 15.5 METERS (51 FT) NORTHEAST OF NORTH
 BH1264'RAIL, 17.7 METERS (58 FT) EAST NORTHEAST OF THE CENTER OF
 BH1264'PONTCHARTRAIN ROAD AND RAILROAD CROSSING, 21 METERS (69 FT)
 BH1264'SOUTH-SOUTHWEST OF A POWER POLE, 31.4 METERS (103 FT) NORTHEAST OF A
 BH1264'POWER POLE.
 BH1264'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BH1264'THE MARK IS ABOVE LEVEL WITH PONTCHARTRAIN ROAD.
 BH1264
 BH1264                          STATION RECOVERY (1986)
 BH1264
 BH1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1264'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.7 KM (2.35
 BH1264'MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE FIRST NATIONAL BANK IN
 BH1264'LACOMBE, THENCE 0.2 KM (0.1 MILES) SOUTH ALONG PONTCHARTRAIN ROAD TO
 BH1264'THE MARK ON THE LEFT.  IT IS 7.9 METERS (26.0 FT) EAST-SOUTHEAST OF
 BH1264'CENTER OF PONTCHARTRAIN ROAD, 21.0 METERS (69.0 FT) SOUTH-SOUTHWEST OF
 BH1264'A POWER POLE AND 15.5 METERS (51.0 FT) NORTH-NORTHEAST OF THE NORTH
 BH1264'RAIL OF RAILROAD.
 BH1264'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 BH1264'THE MARK IS ABOVE LEVEL WITH PONTCHARTRAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1579 ***********************************************************************
 BJ1579  DESIGNATION -  TT 75 L
 BJ1579  PID         -  BJ1579
 BJ1579  STATE/COUNTY-  LA/ST TAMMANY
 BJ1579  USGS QUAD   -  COVINGTON (1994)
 BJ1579
 BJ1579                         *CURRENT SURVEY CONTROL
 BJ1579  ___________________________________________________________________
 BJ1579* NAD 83(1986)-  30 26 01.     (N)    090 02 27.     (W)     SCALED    
 BJ1579* NAVD 88     -         8.764  (meters)      28.75   (feet)  ADJUSTED  
 BJ1579  ___________________________________________________________________
 BJ1579  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ1579  DYNAMIC HT  -           8.753 (meters)      28.72  (feet)  COMP
 BJ1579  MODELED GRAV-     979,354.3   (mgal)                       NAVD 88
 BJ1579
 BJ1579  VERT ORDER  -  FIRST     CLASS II
 BJ1579
 BJ1579.The horizontal coordinates were scaled from a topographic map and have
 BJ1579.an estimated accuracy of +/- 6 seconds.
 BJ1579
 BJ1579.The orthometric height was determined by differential leveling
 BJ1579.and adjusted by the National Geodetic Survey in February 1994..
 BJ1579
 BJ1579.The geoid height was determined by GEOID03.
 BJ1579
 BJ1579.The dynamic height is computed by dividing the NAVD 88
 BJ1579.geopotential number by the normal gravity value computed on the
 BJ1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1579.degrees latitude (g = 980.6199 gals.).
 BJ1579
 BJ1579.The modeled gravity was interpolated from observed gravity values.
 BJ1579
 BJ1579;                    North         East    Units  Estimated Accuracy
 BJ1579;SPC LA S     -   215,030.    1,124,150.      MT  (+/- 180 meters Scaled)
 BJ1579
 BJ1579                          SUPERSEDED SURVEY CONTROL
 BJ1579
 BJ1579  NGVD 29 (??/??/??)    8.759  (m)           28.74   (f) ADJUSTED    1 2
 BJ1579
 BJ1579.Superseded values are not recommended for survey control.
 BJ1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1579.See file dsdata.txt to determine how the superseded data were derived.
 BJ1579
 BJ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP842705(NAD 83)
 BJ1579_MARKER: DD = SURVEY DISK
 BJ1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1579_SP_SET: CONCRETE POST
 BJ1579_STAMPING: TT75L 1931
 BJ1579_MARK LOGO: USGS  
 BJ1579_PROJECTION: FLUSH
 BJ1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1579+STABILITY: SURFACE MOTION
 BJ1579
 BJ1579  HISTORY     - Date     Condition        Report By
 BJ1579  HISTORY     - 1931     MONUMENTED       USGS
 BJ1579  HISTORY     - 1955     GOOD             CGS
 BJ1579  HISTORY     - 1983     GOOD             LADTD
 BJ1579  HISTORY     - 1986     GOOD             NGS
 BJ1579
 BJ1579                          STATION DESCRIPTION
 BJ1579
 BJ1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1579'3.0 MI S FROM ABITA SPRINGS.
 BJ1579'LOCATED 3 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BJ1579'THE RAILROAD STATION IN ABITA SPRINGS, OR 3.2 MILES SOUTH ALONG STATE
 BJ1579'HIGHWAY NO. 114, AT THE CROSSING OF STATE HIGHWAY 114 AND THE TRACKS,
 BJ1579'30 FEET EAST OF THE EAST RAIL, 59 FEET NORTH OF THE CENTERLINE OF
 BJ1579'STATE HIGHWAY 114, 28 FEET SOUTH OF THE FIRST POLE NORTH OF THE
 BJ1579'CROSSING AND 52 FEET NORTHEAST OF THE CENTER OF THE ROAD CROSSING. IT
 BJ1579'IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE
 BJ1579'POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE TRACK.
 BJ1579
 BJ1579                          STATION RECOVERY (1983)
 BJ1579
 BJ1579'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ1579'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BJ1579'5.3 KM (3.3 MI) SOUTH ON STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ1579'STATE HIGHWAYS 59 AND 36 IN ABITA SPRINGS TO THE BENCH MARK SET IN
 BJ1579'THE NORTHEAST ANGLE OF A RAILROAD CROSSING, 15.8 METERS (52 FT)
 BJ1579'NORTHEAST OF THE CENTER OF THE RAILROAD CROSSING, 14 METERS (46 FT)
 BJ1579'EAST OF THE NORTHEAST CORNER OF A RAILROAD SWITCH BOX, 10.7 METERS
 BJ1579'(35 FT) NORTH-NORTHEAST OF THE NORTHEAST FLASHING LIGHT POLE AND
 BJ1579'9.3 METERS (30.5 FT) EAST OF THE EAST RAIL.
 BJ1579'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 BJ1579'THE MARK IS 0.58 M BELOW THE HIGHWAY.
 BJ1579
 BJ1579                          STATION RECOVERY (1986)
 BJ1579
 BJ1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1579'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.1 KM (3.2
 BJ1579'MILES) SOUTH ALONG STATE HIGHWAY 59 FROM THE RAILROAD CROSSING IN
 BJ1579'ABITA SPRINGS TO THE MARK ON THE LEFT AT A RAILROAD CROSSING.  IT IS
 BJ1579'17.9 METERS (59.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 59, 9.1
 BJ1579'METERS (30.0 FT) EAST OF THE EAST RAIL OF THE TRACKS AND 15.8 METERS
 BJ1579'(52.0 FT) NORTHEAST OF THE CENTER OF THE CROSSING.  STAMPED
 BJ1579'TT 75 L 1931 29.
 BJ1579'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 BJ1579'THE MARK IS 0.30 M BELOW HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2880 ***********************************************************************
 BH2880  DESIGNATION -  TT 76 L USGS 1953
 BH2880  PID         -  BH2880
 BH2880  STATE/COUNTY-  LA/ST TAMMANY
 BH2880  USGS QUAD   -  LACOMBE (1994)
 BH2880
 BH2880                         *CURRENT SURVEY CONTROL
 BH2880  ___________________________________________________________________
 BH2880* NAD 83(1992)-  30 17 19.29449(N)    089 57 16.27798(W)     ADJUSTED  
 BH2880* NAVD 88     -         1.71   (+/-2cm)       5.6    (feet)  VERTCON   
 BH2880  ___________________________________________________________________
 BH2880  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2880  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BH2880
 BH2880  HORZ ORDER  -  SECOND
 BH2880  VERT ORDER  -  THIRD ? (See Below)
 BH2880
 BH2880.The horizontal coordinates were established by classical geodetic methods
 BH2880.and adjusted by the National Geodetic Survey in May 1994..
 BH2880
 BH2880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2880.The vertical order pertains to the NGVD 29 superseded value.
 BH2880
 BH2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2880
 BH2880.The geoid height was determined by GEOID03.
 BH2880
 BH2880;                    North         East     Units Scale Factor Converg.
 BH2880;SPC LA S     -   199,065.197 1,132,638.274   MT  0.99993831   +0 41 21.9
 BH2880;SPC LA S     -   653,099.73  3,715,997.40   sFT  0.99993831   +0 41 21.9
 BH2880;UTM  16      - 3,354,473.213   215,809.305   MT  1.00059651   -1 29 28.1
 BH2880;UTM  15      - 3,354,704.577   792,943.687   MT  1.00065885   +1 32 13.6
 BH2880
 BH2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2880!SPC LA S     -   1.00000393  x   0.99993831  =   0.99994224
 BH2880!UTM  16      -   1.00000393  x   1.00059651  =   1.00060044
 BH2880!UTM  15      -   1.00000393  x   1.00065885  =   1.00066278
 BH2880
 BH2880                          SUPERSEDED SURVEY CONTROL
 BH2880
 BH2880  NAD 83(1992)-  30 17 19.29592(N)    089 57 16.27654(W) AD(       ) 2
 BH2880  NAD 83(1986)-  30 17 19.30598(N)    089 57 16.27611(W) AD(       ) 2
 BH2880  NAD 27      -  30 17 18.59654(N)    089 57 16.01687(W) AD(       ) 2
 BH2880  NGVD 29 (07/19/86)    1.72   (m)            5.6    (f) LEVELING    3  
 BH2880
 BH2880.Superseded values are not recommended for survey control.
 BH2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2880.See file dsdata.txt to determine how the superseded data were derived.
 BH2880
 BH2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1580954473(NAD 83)
 BH2880_MARKER: DB = BENCH MARK DISK
 BH2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2880+STABILITY: SURFACE MOTION
 BH2880
 BH2880  HISTORY     - Date     Condition        Report By
 BH2880  HISTORY     - 1953     MONUMENTED       USGS
 BH2880  HISTORY     - 1955     GOOD             CGS
 BH2880  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BH2880
 BH2880                          STATION DESCRIPTION
 BH2880
 BH2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH2880'THE STATION IS LOCATED 2 MILES SOUTH OF LACOMBE AND ACROSS THE ROAD
 BH2880'FROM THE W.W. BATTAILE RESIDENCE, 61 FEET WEST OF THE CENTERLINE OF
 BH2880'A GRAVELED ROAD, 13 FEET SOUTH OF A LARGE LIVE OAK TREE AND 15.48
 BH2880'FEET NORTH OF TRIANGULATION STATION BARRINGER 1953. IT IS A
 BH2880'STANDARD U.S. GEOLOGICAL BENCH MARK DISK SET IN THE TOP OF A 8-INCH
 BH2880'SQUARE CONCRETE POST PROJECTING 1 INCH AND IS STAMPED TT 76 L
 BH2880'1931.
 BH2880'
 BH2880'TO REACH THE STATION FROM THE POST OFFICE IN LACOMBE GO EAST 1 BLOCK
 BH2880'TO A CROSS STREET TURN RIGHT, SOUTH FOR 0.1 MILE TO THE RAILROAD
 BH2880'TRACK AND THE STATION ON THE LEFT, CONTINUE ACROSS THE TRACK FOR
 BH2880'1.75 MILE TO A POINT WHERE THE ROAD TURNS SOUTH AND MR. BATTAILES
 BH2880'HOUSE ON THE LEFT AND THE MARK ON THE RIGHT.
 BH2880
 BH2880                          STATION RECOVERY (1959)
 BH2880
 BH2880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2880'THE MARK WAS VISITED 5-20-59 AND WAS FOUND BURIED IN THE CENTER OF A
 BH2880'STREET CONSTRUCTED FOR A NEW HOUSING SUB-DIVISION. A NEW MARK WAS
 BH2880'ESTABLISHED AT THIS DATE USING THE MARK AS REFERENCE MARK NO. 4 FOR
 BH2880'TRIANGULATION STATION BARRINGER 2 1959. THE OLD MARK WAS LEFT
 BH2880'INTACT BURIED UNDER THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2879 ***********************************************************************
 BH2879  DESIGNATION -  TT 76 L USGS RESET 1959
 BH2879  PID         -  BH2879
 BH2879  STATE/COUNTY-  LA/ST TAMMANY
 BH2879  USGS QUAD   -  LACOMBE (1994)
 BH2879
 BH2879                         *CURRENT SURVEY CONTROL
 BH2879  ___________________________________________________________________
 BH2879* NAD 83(1992)-  30 17 19.41117(N)    089 57 16.01439(W)     ADJUSTED  
 BH2879* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2879  ___________________________________________________________________
 BH2879  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2879  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BH2879
 BH2879  HORZ ORDER  -  SECOND
 BH2879
 BH2879.The horizontal coordinates were established by classical geodetic methods
 BH2879.and adjusted by the National Geodetic Survey in May 1994..
 BH2879.No horizontal observational check was made to the station.
 BH2879
 BH2879.The orthometric height was scaled from a topographic map.
 BH2879
 BH2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2879
 BH2879.The geoid height was determined by GEOID03.
 BH2879
 BH2879;                    North         East     Units Scale Factor Converg.
 BH2879;SPC LA S     -   199,068.874 1,132,645.274   MT  0.99993832   +0 41 22.1
 BH2879;SPC LA S     -   653,111.80  3,716,020.37   sFT  0.99993832   +0 41 22.1
 BH2879;UTM  16      - 3,354,476.624   215,816.445   MT  1.00059646   -1 29 28.0
 BH2879;UTM  15      - 3,354,708.360   792,950.637   MT  1.00065890   +1 32 13.7
 BH2879
 BH2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2879!SPC LA S     -   1.00000388  x   0.99993832  =   0.99994220
 BH2879!UTM  16      -   1.00000388  x   1.00059646  =   1.00060035
 BH2879!UTM  15      -   1.00000388  x   1.00065890  =   1.00066279
 BH2879
 BH2879                          SUPERSEDED SURVEY CONTROL
 BH2879
 BH2879  NAD 83(1992)-  30 17 19.41261(N)    089 57 16.01295(W) AD(       ) 2
 BH2879  NAD 83(1986)-  30 17 19.42266(N)    089 57 16.01252(W) AD(       ) 2
 BH2879  NAD 27      -  30 17 18.71337(N)    089 57 15.75379(W) AD(       ) 2
 BH2879
 BH2879.Superseded values are not recommended for survey control.
 BH2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2879.See file dsdata.txt to determine how the superseded data were derived.
 BH2879
 BH2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1581654477(NAD 83)
 BH2879_MARKER: DB = BENCH MARK DISK
 BH2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2879+STABILITY: SURFACE MOTION
 BH2879
 BH2879  HISTORY     - Date     Condition        Report By
 BH2879  HISTORY     - 1959     MONUMENTED       CGS
 BH2879
 BH2879                          STATION DESCRIPTION
 BH2879
 BH2879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2879'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF LACOMBE AND ACROSS THE
 BH2879'ROAD FROM THE W.W. BATTAILE, 40 FEET WEST OF THE CENTERLINE OF THE
 BH2879'BLACK TOP ROAD, 20.7 FEET NORTH OF THE CENTER OF THE ROAD LEADING
 BH2879'WEST, 5.0 FEET EAST OF A BRACE POLE FOR POWER POLE NO. 30, 37.7
 BH2879'FEET NORTH OF POWER POLE NO. 30, 7.3 FEET
 BH2879'NORTH OF A RIGHT-OF-WAY MARKER, 638 FEET NORTH OF THE NORTH
 BH2879'BANK OF AN EAST-WEST CANAL, AND 1 FOOT WEST OF A METAL WITNESS
 BH2879'POST BEARING A WHITE SIGN. IT IS 38.33 FEET NORTH OF STATION
 BH2879'BARRINGER 2 1959.
 BH2879'
 BH2879'TO REACH THE MARK FROM THE POST OFFICE AT LACOMBE, GO EAST FOR 1
 BH2879'BLOCK TO A CROSS ROAD, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE
 BH2879'RAILROAD TRACK, CONTINUE SOUTH FOR 1.75 MILE TO A ROAD LEADING WEST
 BH2879'AND THE MARK IN THE NORTHWEST ANGLE OF THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2202 ***********************************************************************
 CP2202  DESIGNATION -  TT 8 B
 CP2202  PID         -  CP2202
 CP2202  STATE/COUNTY-  LA/MOREHOUSE
 CP2202  USGS QUAD   -  BASTROP (1994)
 CP2202
 CP2202                         *CURRENT SURVEY CONTROL
 CP2202  ___________________________________________________________________
 CP2202* NAD 83(1986)-  32 46 41.     (N)    091 54 39.     (W)     SCALED    
 CP2202* NAVD 88     -        38.224  (meters)     125.41   (feet)  ADJUSTED  
 CP2202  ___________________________________________________________________
 CP2202  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CP2202  DYNAMIC HT  -          38.182 (meters)     125.27  (feet)  COMP
 CP2202  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 CP2202
 CP2202  VERT ORDER  -  SECOND    CLASS 0
 CP2202
 CP2202.The horizontal coordinates were scaled from a topographic map and have
 CP2202.an estimated accuracy of +/- 6 seconds.
 CP2202
 CP2202.The orthometric height was determined by differential leveling
 CP2202.and adjusted by the National Geodetic Survey in June 1991..
 CP2202
 CP2202.The geoid height was determined by GEOID03.
 CP2202
 CP2202.The dynamic height is computed by dividing the NAVD 88
 CP2202.geopotential number by the normal gravity value computed on the
 CP2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2202.degrees latitude (g = 980.6199 gals.).
 CP2202
 CP2202.The modeled gravity was interpolated from observed gravity values.
 CP2202
 CP2202;                    North         East    Units  Estimated Accuracy
 CP2202;SPC LA N     -   252,740.    1,055,200.      MT  (+/- 180 meters Scaled)
 CP2202
 CP2202                          SUPERSEDED SURVEY CONTROL
 CP2202
 CP2202  NGVD 29 (??/??/92)   38.298  (m)          125.65   (f) ADJ UNCH    2 0
 CP2202
 CP2202.Superseded values are not recommended for survey control.
 CP2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2202.See file dsdata.txt to determine how the superseded data were derived.
 CP2202
 CP2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS020272(NAD 83)
 CP2202_MARKER: DD = SURVEY DISK
 CP2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2202_STAMPING: T.T.8 B 1933
 CP2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2202+STABILITY: SURFACE MOTION
 CP2202
 CP2202  HISTORY     - Date     Condition        Report By
 CP2202  HISTORY     - 1933     MONUMENTED       USGS
 CP2202  HISTORY     - 1935     GOOD             NGS
 CP2202  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 CP2202
 CP2202                          STATION DESCRIPTION
 CP2202
 CP2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CP2202'IN BASTROP.
 CP2202'45 FEET NORTHEAST OF NORTHEAST CORNER OF MISSOURI PACIFIC R.R. DEPOT.
 CP2202'35.5 FEET NORTH OF FIRST TELEGRAPH POLE NORTH OF M.P.553-20.  27.4
 CP2202'FEET EAST OF CENTERLINE OF MISSOURI PACIFIC R.R. MAIN LINE TRACK.  22
 CP2202'FEET SOUTH OF CENTERLINE OF MADISON ST. (U.S. HWY. 165).  5.1 FT.
 CP2202'NORTH OF CENTERLINE OF SIDEWALK.  TABLET SET IN PRECAST CONCRETE POST.
 CP2202
 CP2202                          STATION RECOVERY (2005)
 CP2202
 CP2202'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP2202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0944 ***********************************************************************
 BJ0944  DESIGNATION -  TT 8 L USGS
 BJ0944  PID         -  BJ0944
 BJ0944  STATE/COUNTY-  LA/LIVINGSTON
 BJ0944  USGS QUAD   -  WALKER (1991)
 BJ0944
 BJ0944                         *CURRENT SURVEY CONTROL
 BJ0944  ___________________________________________________________________
 BJ0944* NAD 83(1986)-  30 29 44.     (N)    090 51 49.     (W)     SCALED    
 BJ0944* NAVD 88     -        13.75   (+/-2cm)      45.1    (feet)  VERTCON   
 BJ0944  ___________________________________________________________________
 BJ0944  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ0944
 BJ0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0944
 BJ0944.The horizontal coordinates were scaled from a topographic map and have
 BJ0944.an estimated accuracy of +/- 6 seconds.
 BJ0944
 BJ0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0944.The vertical order pertains to the NGVD 29 superseded value.
 BJ0944
 BJ0944.The geoid height was determined by GEOID03.
 BJ0944
 BJ0944;                    North         East    Units  Estimated Accuracy
 BJ0944;SPC LA S     -   221,290.    1,045,090.      MT  (+/- 180 meters Scaled)
 BJ0944
 BJ0944                          SUPERSEDED SURVEY CONTROL
 BJ0944
 BJ0944  NGVD 29 (??/??/??)   13.775  (m)           45.19   (f) ADJUSTED    2 0
 BJ0944
 BJ0944.Superseded values are not recommended for survey control.
 BJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0944.See file dsdata.txt to determine how the superseded data were derived.
 BJ0944
 BJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP050756(NAD 83)
 BJ0944_MARKER: DD = SURVEY DISK
 BJ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0944_STAMPING: TT 8 L 1931 45.600
 BJ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0944+STABILITY: SURFACE MOTION
 BJ0944
 BJ0944  HISTORY     - Date     Condition        Report By
 BJ0944  HISTORY     - 1931     MONUMENTED       USGS
 BJ0944  HISTORY     - 1954     GOOD             CGS
 BJ0944  HISTORY     - 1976     POOR             NGS
 BJ0944
 BJ0944                          STATION DESCRIPTION
 BJ0944
 BJ0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ0944'IN WALKER.
 BJ0944'LOCATED ALONG THE ILLINOIS CENTRAL RAILROAD, AT THE MOST EASTERLY
 BJ0944'RAILROAD CROSSING IN WALKER.  IT IS IN THE SOUTHEAST ANGLE OF THE
 BJ0944'CROSSING, 55 FEET SOUTH OF THE SOUTH RAIL, 13 FEET SOUTH OF THE
 BJ0944'CENTERLINE OF AN EAST-WEST ROAD, 65 FEET EAST OF THE CENTERLINE OF A
 BJ0944'PAVED ROAD, 26 FEET SOUTH OF A TELEGRAPH POLE AND 11 FEET NORTHEAST OF
 BJ0944'THE NORTHEAST CORNER OF A CEMENT BLOCK HOUSE.  IT IS A STANDARD U.S.
 BJ0944'GEOLOGICAL BENCH MARK DISK, SET IN THE TOP OF A CONCRETE POST
 BJ0944'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE ROAD.
 BJ0944
 BJ0944                          STATION RECOVERY (1976)
 BJ0944
 BJ0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0944'THE CONCRETE POST AT THE DESCRIBED LOCATION. THE POST IS LOOSE AND
 BJ0944'UNFIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1303 ***********************************************************************
 BK1303  DESIGNATION -  TT 8 N USGS
 BK1303  PID         -  BK1303
 BK1303  STATE/COUNTY-  LA/BEAUREGARD
 BK1303  USGS QUAD   -  ORETTA (1986)
 BK1303
 BK1303                         *CURRENT SURVEY CONTROL
 BK1303  ___________________________________________________________________
 BK1303* NAD 83(1986)-  30 36 49.     (N)    093 25 35.     (W)     SCALED    
 BK1303* NAVD 88     -        33.28   (+/-2cm)     109.2    (feet)  VERTCON   
 BK1303  ___________________________________________________________________
 BK1303  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK1303
 BK1303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1303
 BK1303.The horizontal coordinates were scaled from a topographic map and have
 BK1303.an estimated accuracy of +/- 6 seconds.
 BK1303
 BK1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1303.The vertical order pertains to the NGVD 29 superseded value.
 BK1303
 BK1303.The geoid height was determined by GEOID03.
 BK1303
 BK1303;                    North         East    Units  Estimated Accuracy
 BK1303;SPC LA S     -   236,120.      799,320.      MT  (+/- 180 meters Scaled)
 BK1303
 BK1303                          SUPERSEDED SURVEY CONTROL
 BK1303
 BK1303  NGVD 29 (??/??/??)   33.288  (m)          109.21   (f) ADJUSTED    2 0
 BK1303
 BK1303.Superseded values are not recommended for survey control.
 BK1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1303.See file dsdata.txt to determine how the superseded data were derived.
 BK1303
 BK1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP591868(NAD 83)
 BK1303_MARKER: DD = SURVEY DISK
 BK1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1303_STAMPING: TT 8 N 1934
 BK1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1303+STABILITY: SURFACE MOTION
 BK1303
 BK1303  HISTORY     - Date     Condition        Report By
 BK1303  HISTORY     - 1934     MONUMENTED       USGS
 BK1303  HISTORY     - 1935     GOOD             CGS
 BK1303  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 BK1303  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1303
 BK1303                          STATION DESCRIPTION
 BK1303
 BK1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1303'3.1 MI S FROM SINGER.
 BK1303'3.1 MI S OF AND ALONG THE K C S RR 142 FEET W OF THE TRACK.  30 FEET W
 BK1303'OF CENTER OF STATE HWY 104.  0.15 MILE N OF MILEPOST 708.
 BK1303
 BK1303                          STATION RECOVERY (1949)
 BK1303
 BK1303'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 BK1303'MARK NOT FOUND.
 BK1303
 BK1303                          STATION RECOVERY (2004)
 BK1303
 BK1303'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1172 ***********************************************************************
 BX1172  DESIGNATION -  TT 8 X USGS
 BX1172  PID         -  BX1172
 BX1172  STATE/COUNTY-  LA/RAPIDES
 BX1172  USGS QUAD   -  ELMER (1971)
 BX1172
 BX1172                         *CURRENT SURVEY CONTROL
 BX1172  ___________________________________________________________________
 BX1172* NAD 83(1986)-  31 08 48.     (N)    092 44 12.     (W)     SCALED    
 BX1172* NAVD 88     -        59.88   (+/-2cm)     196.5    (feet)  VERTCON   
 BX1172  ___________________________________________________________________
 BX1172  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BX1172
 BX1172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1172
 BX1172.The horizontal coordinates were scaled from a topographic map and have
 BX1172.an estimated accuracy of +/- 6 seconds.
 BX1172
 BX1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1172.The vertical order pertains to the NGVD 29 superseded value.
 BX1172
 BX1172.The geoid height was determined by GEOID03.
 BX1172
 BX1172;                    North         East    Units  Estimated Accuracy
 BX1172;SPC LA N     -    71,730.      977,430.      MT  (+/- 180 meters Scaled)
 BX1172
 BX1172                          SUPERSEDED SURVEY CONTROL
 BX1172
 BX1172  NGVD 29 (??/??/??)   59.889  (m)          196.49   (f) ADJUSTED    2 0
 BX1172
 BX1172.Superseded values are not recommended for survey control.
 BX1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1172.See file dsdata.txt to determine how the superseded data were derived.
 BX1172
 BX1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ251458(NAD 83)
 BX1172_MARKER: DD = SURVEY DISK
 BX1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1172_STAMPING: TT 8 X 1934
 BX1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1172+STABILITY: SURFACE MOTION
 BX1172
 BX1172  HISTORY     - Date     Condition        Report By
 BX1172  HISTORY     - 1934     MONUMENTED       USGS
 BX1172  HISTORY     - 1961     GOOD             CGS
 BX1172  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1172
 BX1172                          STATION DESCRIPTION
 BX1172
 BX1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1172'1.3 MI E FROM HINESTON.
 BX1172'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF THE
 BX1172'HIGHWAY WITH STATE HIGHWAY 28 AT HINESTON, IN SECTION 13, T 2 N, R 4
 BX1172'W, 0.4 MILE WEST OF THE OAK HILL HIGH SCHOOL, 0.1 MILE NORTHWEST OF A
 BX1172'BRIDGE, 42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 77 FEET
 BX1172'NORTHWEST OF THE CENTER LINE OF A DRIVEWAY TO THE FELLOWSHIP METHODIST
 BX1172'CHURCH, 68 FEET WEST OF A 30-INCH OAK TREE INSIDE THE CHURCH YARD, 26
 BX1172'FEET SOUTHWEST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BX1172'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BX1172
 BX1172                          STATION RECOVERY (1999)
 BX1172
 BX1172'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2838 ***********************************************************************
 AU2838  DESIGNATION -  TT 833 PLUS USGS 1932
 AU2838  PID         -  AU2838
 AU2838  STATE/COUNTY-  LA/JEFFERSON
 AU2838  USGS QUAD   -  BARATARIA (1973)
 AU2838
 AU2838                         *CURRENT SURVEY CONTROL
 AU2838  ___________________________________________________________________
 AU2838* NAD 83(1992)-  29 44 23.74043(N)    090 08 22.00405(W)     ADJUSTED  
 AU2838* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2838  **This station is located in a subsidence area (see below).
 AU2838  ___________________________________________________________________
 AU2838  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2838  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AU2838
 AU2838  HORZ ORDER  -  SECOND
 AU2838
 AU2838.The horizontal coordinates were established by classical geodetic methods
 AU2838.and adjusted by the National Geodetic Survey in January 1993..
 AU2838
 AU2838 ** The orthometric height has not been validated since last determined
 AU2838 ** by differential leveling and should not be used for control purposes.
 AU2838 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2838 ** area with valid NAVD 88 orthometric heights.
 AU2838 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2838 ** epoch indicated which incorporates improved geoid heights for the
 AU2838 ** Southern Louisiana Subsidence area.
 AU2838 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2838.The orthometric height was scaled from a topographic map.
 AU2838
 AU2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2838
 AU2838.The geoid height was determined by GEOID03.
 AU2838
 AU2838;                    North         East     Units Scale Factor Converg.
 AU2838;SPC LA S     -   138,041.006 1,115,483.492   MT  0.99993605   +0 35 49.1
 AU2838;SPC LA S     -   452,889.53  3,659,715.42   sFT  0.99993605   +0 35 49.1
 AU2838;UTM  15      - 3,293,395.698   776,669.189   MT  1.00054456   +1 25 11.7
 AU2838
 AU2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2838!SPC LA S     -   1.00000401  x   0.99993605  =   0.99994006
 AU2838!UTM  15      -   1.00000401  x   1.00054456  =   1.00054857
 AU2838
 AU2838                          SUPERSEDED SURVEY CONTROL
 AU2838
 AU2838  NAD 83(1986)-  29 44 23.75612(N)    090 08 22.00654(W) AD(       ) 2
 AU2838  NAD 27      -  29 44 22.99929(N)    090 08 21.73741(W) AD(       ) 2
 AU2838
 AU2838.Superseded values are not recommended for survey control.
 AU2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2838.See file dsdata.txt to determine how the superseded data were derived.
 AU2838
 AU2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7666993396(NAD 83)
 AU2838_MARKER: I = METAL ROD
 AU2838_SETTING: 0 = UNSPECIFIED SETTING
 AU2838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2838
 AU2838  HISTORY     - Date     Condition        Report By
 AU2838  HISTORY     - 1934     MONUMENTED       USGS
 AU2838
 AU2838                          STATION DESCRIPTION
 AU2838
 AU2838'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 AU2838'THE STATION IS 32.00 FEET (9.75 METERS) W OF REFERENCE MARK NO.
 AU2838'1 OF STATION VILLARS AND 128.53 FEET (39.18 METERS) FROM
 AU2838'STATION VILLARS.
 AU2838'
 AU2838'IT IS MARKED BY A 2-INCH GALVANIZED PIPE FILLED WITH
 AU2838'CONCRETE AND PROTRUDING ABOUT 1 FOOT ABOVE THE GROUND.  THE
 AU2838'PIPE IS NOT CAPPED OR OTHERWISE MARKED.  THE NAME OF THIS
 AU2838'STATION WAS OBTAINED FROM THE U.S.G.S. AIR PHOTO MAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1177 ***********************************************************************
 BX1177  DESIGNATION -  TT 9 C USGS
 BX1177  PID         -  BX1177
 BX1177  STATE/COUNTY-  LA/RAPIDES
 BX1177  USGS QUAD   -  SIEPER (1978)
 BX1177
 BX1177                         *CURRENT SURVEY CONTROL
 BX1177  ___________________________________________________________________
 BX1177* NAD 83(1986)-  31 07 51.     (N)    092 47 10.     (W)     SCALED    
 BX1177* NAVD 88     -        48.69   (+/-2cm)     159.7    (feet)  VERTCON   
 BX1177  ___________________________________________________________________
 BX1177  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX1177
 BX1177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1177
 BX1177.The horizontal coordinates were scaled from a topographic map and have
 BX1177.an estimated accuracy of +/- 6 seconds.
 BX1177
 BX1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1177.The vertical order pertains to the NGVD 29 superseded value.
 BX1177
 BX1177.The geoid height was determined by GEOID03.
 BX1177
 BX1177;                    North         East    Units  Estimated Accuracy
 BX1177;SPC LA N     -    69,980.      972,710.      MT  (+/- 180 meters Scaled)
 BX1177
 BX1177                          SUPERSEDED SURVEY CONTROL
 BX1177
 BX1177  NGVD 29 (??/??/??)   48.707  (m)          159.80   (f) ADJUSTED    2 0
 BX1177
 BX1177.Superseded values are not recommended for survey control.
 BX1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1177.See file dsdata.txt to determine how the superseded data were derived.
 BX1177
 BX1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ203441(NAD 83)
 BX1177_MARKER: DD = SURVEY DISK
 BX1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1177_STAMPING: TT 9 C 1960 160
 BX1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1177+STABILITY: SURFACE MOTION
 BX1177
 BX1177  HISTORY     - Date     Condition        Report By
 BX1177  HISTORY     - 1960     MONUMENTED       USGS
 BX1177  HISTORY     - 1961     GOOD             CGS
 BX1177  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1177
 BX1177                          STATION DESCRIPTION
 BX1177
 BX1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1177'2.55 MI W FROM HINESTON.
 BX1177'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF THE
 BX1177'HIGHWAY AND STATE HIGHWAY 112 AT HINESTON, IN SECTION 21, T 2 N, R 4
 BX1177'W, 54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 59 FEET WEST OF
 BX1177'THE CENTER LINE OF STATE HIGHWAY 463, 77 FEET SOUTHWEST OF THE CENTER
 BX1177'OF THE JUNCTION OF THE TWO HIGHWAYS, 23 1/2 FEET NORTHEAST OF AN OFF
 BX1177'SET IN A FENCE, 15 FEET NORTH OF A 14-INCH OAK TREE, ABOUT 4 FEET
 BX1177'BELOW THE LEVEL OF STATE HIGHWAY 28, AND SET IN THE TOP OF A CONCRETE
 BX1177'POST PROJECTING 4 INCHES.
 BX1177
 BX1177                          STATION RECOVERY (1999)
 BX1177
 BX1177'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0893 ***********************************************************************
 BJ0893  DESIGNATION -  TT 9 L USGS
 BJ0893  PID         -  BJ0893
 BJ0893  STATE/COUNTY-  LA/LIVINGSTON
 BJ0893  USGS QUAD   -  SATSUMA (1980)
 BJ0893
 BJ0893                         *CURRENT SURVEY CONTROL
 BJ0893  ___________________________________________________________________
 BJ0893* NAD 83(1986)-  30 30 12.     (N)    090 48 06.     (W)     SCALED    
 BJ0893* NAVD 88     -        13.404  (meters)      43.98   (feet)  ADJUSTED  
 BJ0893  ___________________________________________________________________
 BJ0893  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ0893  DYNAMIC HT  -          13.387 (meters)      43.92  (feet)  COMP
 BJ0893  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ0893
 BJ0893  VERT ORDER  -  FIRST     CLASS I
 BJ0893
 BJ0893.The horizontal coordinates were scaled from a topographic map and have
 BJ0893.an estimated accuracy of +/- 6 seconds.
 BJ0893
 BJ0893.The orthometric height was determined by differential leveling
 BJ0893.and adjusted by the National Geodetic Survey in February 1994..
 BJ0893
 BJ0893.The geoid height was determined by GEOID03.
 BJ0893
 BJ0893.The dynamic height is computed by dividing the NAVD 88
 BJ0893.geopotential number by the normal gravity value computed on the
 BJ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0893.degrees latitude (g = 980.6199 gals.).
 BJ0893
 BJ0893.The modeled gravity was interpolated from observed gravity values.
 BJ0893
 BJ0893;                    North         East    Units  Estimated Accuracy
 BJ0893;SPC LA S     -   222,180.    1,051,040.      MT  (+/- 180 meters Scaled)
 BJ0893
 BJ0893                          SUPERSEDED SURVEY CONTROL
 BJ0893
 BJ0893  NAVD 88 (06/15/91)   13.452  (m)           44.13   (f) UNKNOWN     1 1
 BJ0893  NGVD 29 (??/??/??)   13.424  (m)           44.04   (f) ADJUSTED    1 1
 BJ0893
 BJ0893.Superseded values are not recommended for survey control.
 BJ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0893.See file dsdata.txt to determine how the superseded data were derived.
 BJ0893
 BJ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP109766(NAD 83)
 BJ0893_MARKER: DD = SURVEY DISK
 BJ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0893_STAMPING: TT 9 L 1931 44.390
 BJ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0893+STABILITY: SURFACE MOTION
 BJ0893
 BJ0893  HISTORY     - Date     Condition        Report By
 BJ0893  HISTORY     - 1931     MONUMENTED       USGS
 BJ0893  HISTORY     - 1954     GOOD             CGS
 BJ0893  HISTORY     - 1976     GOOD             NGS
 BJ0893
 BJ0893                          STATION DESCRIPTION
 BJ0893
 BJ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ0893'IN SATSUMA.
 BJ0893'LOCATED AT SATSUMA, ALONG THE ILLINOIS CENTRAL RAILROAD, AT A ROAD
 BJ0893'CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 45 FEET WEST OF THE
 BJ0893'CENTERLINE OF A DIRT ROAD, 69 FEET NORTHWEST OF THE RAILROAD CROSSING
 BJ0893'AND 2 FEET WEST OF A 30-INCH PINE TREE.  IT IS A STANDARD U.S.
 BJ0893'GEOLOGICAL BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST, 6 INCHES
 BJ0893'BELOW THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF
 BJ0893'THE TRACKS.
 BJ0893
 BJ0893                          STATION RECOVERY (1976)
 BJ0893
 BJ0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0893'3.2 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0893'HIGHWAY 63 (FROST ROAD), 3.8 MILES EAST OF WALKER, 0.05 MILE WEST OF
 BJ0893'A SERVICE STATION AT THE JUNCTION OF A GRAVELED DRIVE TO A BRICK
 BJ0893'HOUSE, 137.5 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 42.5 FT WEST
 BJ0893'OF THE CENTER LINE OF THE DRIVE, 46.5 FT NORTH OF THE NORTH RAIL OF
 BJ0893'THE ILLINOIS CENTRAL RAILROAD, 35.5 FT WEST OF THE WEST END OF A GATE,
 BJ0893'0.4 FT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1304 ***********************************************************************
 BK1304  DESIGNATION -  TT 9 N USGS
 BK1304  PID         -  BK1304
 BK1304  STATE/COUNTY-  LA/BEAUREGARD
 BK1304  USGS QUAD   -  ORETTA (1986)
 BK1304
 BK1304                         *CURRENT SURVEY CONTROL
 BK1304  ___________________________________________________________________
 BK1304* NAD 83(1986)-  30 34 44.     (N)    093 26 10.     (W)     SCALED    
 BK1304* NAVD 88     -        32.03   (+/-2cm)     105.1    (feet)  VERTCON   
 BK1304  ___________________________________________________________________
 BK1304  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK1304
 BK1304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1304
 BK1304.The horizontal coordinates were scaled from a topographic map and have
 BK1304.an estimated accuracy of +/- 6 seconds.
 BK1304
 BK1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1304.The vertical order pertains to the NGVD 29 superseded value.
 BK1304
 BK1304.The geoid height was determined by GEOID03.
 BK1304
 BK1304;                    North         East    Units  Estimated Accuracy
 BK1304;SPC LA S     -   232,290.      798,320.      MT  (+/- 180 meters Scaled)
 BK1304
 BK1304                          SUPERSEDED SURVEY CONTROL
 BK1304
 BK1304  NGVD 29 (??/??/??)   32.014  (m)          105.03   (f) ADJUSTED    2 0
 BK1304
 BK1304.Superseded values are not recommended for survey control.
 BK1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1304.See file dsdata.txt to determine how the superseded data were derived.
 BK1304
 BK1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP581830(NAD 83)
 BK1304_MARKER: DD = SURVEY DISK
 BK1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1304_STAMPING: TT 9 N 1934
 BK1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1304+STABILITY: SURFACE MOTION
 BK1304
 BK1304  HISTORY     - Date     Condition        Report By
 BK1304  HISTORY     - 1934     MONUMENTED       USGS
 BK1304  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1304
 BK1304                          STATION DESCRIPTION
 BK1304
 BK1304'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 BK1304'5.6 MI S FROM SINGER.
 BK1304'5.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM SINGER,
 BK1304'BEAUREGARD PARISH, 0.2 MILE SOUTH OF MILEPOST 710, AT THE CROSSING OF
 BK1304'STATE HIGHWAY 104, 180 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 BK1304'33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 BK1304'STAMPED TT 9 N 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BK1304
 BK1304                          STATION RECOVERY (2004)
 BK1304
 BK1304'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4791 ***********************************************************************
 BJ4791  DESIGNATION -  TT 9 WM
 BJ4791  PID         -  BJ4791
 BJ4791  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4791  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4791
 BJ4791                         *CURRENT SURVEY CONTROL
 BJ4791  ___________________________________________________________________
 BJ4791* NAD 83(1992)-  30 32 22.94627(N)    091 08 20.37054(W)     ADJUSTED  
 BJ4791* NAVD 88     -        19.8    (meters)      65.     (feet)  VERTCON   
 BJ4791  ___________________________________________________________________
 BJ4791  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ4791  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4791
 BJ4791  HORZ ORDER  -  THIRD
 BJ4791
 BJ4791.The horizontal coordinates were established by classical geodetic methods
 BJ4791.and adjusted by the National Geodetic Survey in January 1993..
 BJ4791
 BJ4791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4791
 BJ4791.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4791
 BJ4791.The geoid height was determined by GEOID03.
 BJ4791
 BJ4791;                    North         East     Units Scale Factor Converg.
 BJ4791;SPC LA S     -   226,108.997 1,018,648.423   MT  0.99996983   +0 05 49.8
 BJ4791;SPC LA S     -   741,825.93  3,342,015.70   sFT  0.99996983   +0 05 49.8
 BJ4791;UTM  15      - 3,380,065.332   678,526.040   MT  0.99999319   +0 56 45.2
 BJ4791
 BJ4791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4791!SPC LA S     -   1.00000116  x   0.99996983  =   0.99997099
 BJ4791!UTM  15      -   1.00000116  x   0.99999319  =   0.99999435
 BJ4791
 BJ4791                          SUPERSEDED SURVEY CONTROL
 BJ4791
 BJ4791  NAD 83(1986)-  30 32 22.96381(N)    091 08 20.36818(W) AD(       ) 3
 BJ4791  NAD 27      -  30 32 22.29375(N)    091 08 19.99341(W) AD(       ) 3
 BJ4791  NGVD 29 (07/19/86)   19.8    (m)           65.     (f) VERT ANG       
 BJ4791
 BJ4791.Superseded values are not recommended for survey control.
 BJ4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4791.See file dsdata.txt to determine how the superseded data were derived.
 BJ4791
 BJ4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7852680065(NAD 83)
 BJ4791_MARKER: DD = SURVEY DISK
 BJ4791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4791
 BJ4791  HISTORY     - Date     Condition        Report By
 BJ4791  HISTORY     - 1952     MONUMENTED       USGS
 BJ4791
 BJ4791                          STATION DESCRIPTION
 BJ4791
 BJ4791'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4791'JUNCTION HWY. 67 WITH BATON ROUGE BYPASS HWYS. 61 AND 190, 2.3 MI N.
 BJ4791'OF.  4.0 MI S. OF SHADY GROVE CHURCH AND CEMETERY.  86 FT N. AND 74 FT
 BJ4791'SE. OF T - RD. W. /BLOUNT RD./.  15 FT S. AND 2 FT W. OF GATE.  IN
 BJ4791'CONCRETE POST.  STANDARD TABLET STAMPED---TT 9 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1174 ***********************************************************************
 BX1174  DESIGNATION -  TT 9 X USGS
 BX1174  PID         -  BX1174
 BX1174  STATE/COUNTY-  LA/RAPIDES
 BX1174  USGS QUAD   -  SIEPER (1978)
 BX1174
 BX1174                         *CURRENT SURVEY CONTROL
 BX1174  ___________________________________________________________________
 BX1174* NAD 83(1986)-  31 08 36.     (N)    092 45 32.     (W)     SCALED    
 BX1174* NAVD 88     -        61.42   (+/-2cm)     201.5    (feet)  VERTCON   
 BX1174  ___________________________________________________________________
 BX1174  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX1174
 BX1174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1174
 BX1174.The horizontal coordinates were scaled from a topographic map and have
 BX1174.an estimated accuracy of +/- 6 seconds.
 BX1174
 BX1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1174.The vertical order pertains to the NGVD 29 superseded value.
 BX1174
 BX1174.The geoid height was determined by GEOID03.
 BX1174
 BX1174;                    North         East    Units  Estimated Accuracy
 BX1174;SPC LA N     -    71,360.      975,310.      MT  (+/- 180 meters Scaled)
 BX1174
 BX1174                          SUPERSEDED SURVEY CONTROL
 BX1174
 BX1174  NGVD 29 (??/??/??)   61.427  (m)          201.53   (f) ADJUSTED    2 0
 BX1174
 BX1174.Superseded values are not recommended for survey control.
 BX1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1174.See file dsdata.txt to determine how the superseded data were derived.
 BX1174
 BX1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ229455(NAD 83)
 BX1174_MARKER: DD = SURVEY DISK
 BX1174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1174_SP_SET: CONCRETE SLAB
 BX1174_STAMPING: TT9X 1934
 BX1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1174
 BX1174  HISTORY     - Date     Condition        Report By
 BX1174  HISTORY     - 1934     MONUMENTED       USGS
 BX1174  HISTORY     - 1968     GOOD             LADTD
 BX1174  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1174
 BX1174                          STATION DESCRIPTION
 BX1174
 BX1174'DESCRIBED BY LA TRANSP AND DEV 1968
 BX1174'IN HINESTON.
 BX1174'ABOUT 0.23 MILE NORTH ALONG LOUISIANA HIGHWAY 28 FROM THE POST OFFICE
 BX1174'AT HINESTON.  30.5 FEET WEST OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BX1174'28.  42 FEET WEST NORTHWEST OF THE JUNCTION OF LOUISIANA HIGHWAY 112
 BX1174'AND 28.  21 FEET EAST OF THE SOUTHEAST CORNER OF A WOOD FRAME
 BX1174'BUILDING.  29 FEET SOUTHEAST OF A POWER POLE ON WEST SIDE OF LOUISIANA
 BX1174'HIGHWAY 28.  DISK IN CONCRETE SLAB FLUSH WITH THE CONCRETE.
 BX1174
 BX1174                          STATION RECOVERY (1999)
 BX1174
 BX1174'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4543 ***********************************************************************
 BJ4543  DESIGNATION -  TT 95 TX USGS 1939
 BJ4543  PID         -  BJ4543
 BJ4543  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4543  USGS QUAD   -  KENTWOOD (1980)
 BJ4543
 BJ4543                         *CURRENT SURVEY CONTROL
 BJ4543  ___________________________________________________________________
 BJ4543* NAD 83(1992)-  30 59 59.36215(N)    090 30 01.83760(W)     ADJUSTED  
 BJ4543* NAVD 88     -        99.81   (+/-2cm)     327.5    (feet)  VERTCON   
 BJ4543  ___________________________________________________________________
 BJ4543  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4543  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ4543
 BJ4543  HORZ ORDER  -  SECOND
 BJ4543  VERT ORDER  -  THIRD ? (See Below)
 BJ4543
 BJ4543.The horizontal coordinates were established by classical geodetic methods
 BJ4543.and adjusted by the National Geodetic Survey in May 1994..
 BJ4543
 BJ4543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4543.The vertical order pertains to the NGVD 29 superseded value.
 BJ4543
 BJ4543.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4543
 BJ4543.The geoid height was determined by GEOID03.
 BJ4543
 BJ4543;                    North         East     Units Scale Factor Converg.
 BJ4543;SPC LA S     -   277,394.122 1,079,543.747   MT  1.00007751   +0 24 59.1
 BJ4543;SPC LA S     -   910,083.88  3,541,803.11   sFT  1.00007751   +0 24 59.1
 BJ4543;SPC MS W     -   166,269.086   684,034.631   MT  0.99995314   -0 05 10.0
 BJ4543;SPC MS W     -   545,501.16  2,244,203.62   sFT  0.99995314   -0 05 10.0
 BJ4543;UTM  15      - 3,432,264.392   738,652.665   MT  1.00030261   +1 17 16.6
 BJ4543
 BJ4543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4543!SPC LA S     -   0.99998858  x   1.00007751  =   1.00006609
 BJ4543!SPC MS W     -   0.99998858  x   0.99995314  =   0.99994172
 BJ4543!UTM  15      -   0.99998858  x   1.00030261  =   1.00029118
 BJ4543
 BJ4543                          SUPERSEDED SURVEY CONTROL
 BJ4543
 BJ4543  NAD 83(1992)-  30 59 59.36943(N)    090 30 01.83428(W) AD(       ) 2
 BJ4543  NAD 83(1986)-  30 59 59.37765(N)    090 30 01.83376(W) AD(       ) 2
 BJ4543  NAD 27      -  30 59 58.73498(N)    090 30 01.48750(W) AD(       ) 2
 BJ4543  NGVD 29 (07/19/86)   99.80   (m)          327.4    (f) LEVELING    3  
 BJ4543
 BJ4543.Superseded values are not recommended for survey control.
 BJ4543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4543.See file dsdata.txt to determine how the superseded data were derived.
 BJ4543
 BJ4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3865332264(NAD 83)
 BJ4543_MARKER: DB = BENCH MARK DISK
 BJ4543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4543+STABILITY: SURFACE MOTION
 BJ4543
 BJ4543  HISTORY     - Date     Condition        Report By
 BJ4543  HISTORY     - 1939     MONUMENTED       USGS
 BJ4543  HISTORY     - 1949     GOOD             CGS
 BJ4543  HISTORY     - 1954     GOOD             CGS
 BJ4543  HISTORY     - 1969     GOOD             MSHD
 BJ4543
 BJ4543                          STATION DESCRIPTION
 BJ4543
 BJ4543'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 BJ4543'THE POINT OBSERVED UPON WAS THE CROSS IN THE CENTER OF THE
 BJ4543'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK.  THE DISK IS
 BJ4543'SET IN AN 8-INCH SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE
 BJ4543'THE GROUND.  THE MARK IS 89.31 FEET ENE OF TRIANGULATION STATION
 BJ4543'BROWNING IN THE CENTER OF THE 12-FOOT STATE LINE FENCE LANE.
 BJ4543'
 BJ4543'TO REACH THE STATION FROM THE MAIN CORNER AND TRAFFIC LIGHT IN
 BJ4543'KENTWOOD, LOUISIANA DRIVE N ON U.S. HIGHWAY 51 FOR 4.55 MILES
 BJ4543'TO THE STATE LINE AND BUD KELLYS TAVERN, THEN W ON THE GRAVEL
 BJ4543'STATE LINE ROAD FOR 0.7 MILE TO A FORK TO THE RIGHT, CONTINUE
 BJ4543'STRAIGHT AHEAD 0.55 MILE TO A DIM WOODS ROAD TO THE RIGHT AT TOP
 BJ4543'OF A GRADE TAKE THE DIM ROAD TO THE NW FOR 0.05 MILE, THEN TO
 BJ4543'THE LEFT (W) FOR 0.2 MILE ALONG THE STATE LINE FENCE TO THE
 BJ4543'STATION.
 BJ4543
 BJ4543                          STATION RECOVERY (1949)
 BJ4543
 BJ4543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BJ4543'THE STATION WAS RECOVERED AS DESCRIBED BY F.B.Q. IN 1939 AND
 BJ4543'THE MARK WAS FOUND IN EXCELLENT CONDITION.  OF THE BEFORE
 BJ4543'MENTIONED NORTH AND SOUTH FENCES, ONLY THE SOUTH FENCE REMAINS
 BJ4543'AT THIS LOCATION.  A COMPLETE DESCRIPTION FOLLOWS--
 BJ4543'
 BJ4543'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF KENTWOOD,
 BJ4543'LOUISIANA, 2 MILES WEST-SOUTHWEST OF OSYKA, MISSISSIPPI, 185
 BJ4543'FEET EAST OF THE SOUTHWEST CORNER OF A CLEARED FIELD, 6 FEET
 BJ4543'NORTH OF THE SOUTH STATE FENCE, AND ON LAND OWNED BY MR. GEORGE
 BJ4543'SPEARS.
 BJ4543'
 BJ4543'THE DISK IS A STANDARD U.S.G.S. DISK SET IN THE TOP OF AN 8-INCH
 BJ4543'SQUARE CONCRETE POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 BJ4543'STAMPED TT 95 TX 1939.
 BJ4543'
 BJ4543'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 BJ4543'BROWNING 1939 TO THIS MARK, AND IT WAS FOUND TO BE 27.222 METERS
 BJ4543'(89.32 FEET) EAST-NORTHEAST OF THE TRIANGULATION STATION.
 BJ4543'
 BJ4543'TO REACH THE STATION FROM THE LOUISIANA-MISSISSIPPI STATE
 BJ4543'LINE AT BUD KELLYS TAVERN ON U.S. HIGHWAY 51, GO WEST ON A
 BJ4543'GRAVELED ROAD JUST SOUTH OF THE TAVERN FOR 0.75 MILE TO A SIDE
 BJ4543'ROAD RIGHT, CONTINUE NORTHWESTERLY FOR 0.65 MILE TO A LANE ON
 BJ4543'THE RIGHT LEADING TO A TENANT HOUSE, TURN RIGHT AND FOLLOW THE
 BJ4543'LANE TO THE TENNANT HOUSE, PASSING ALONG THE WEST SIDE OF THE
 BJ4543'HOUSE GO TO AN OPENING IN A FENCE AT THE REAR OF THE HOUSE,
 BJ4543'PASS THROUGH THE OPENING IN THE FENCE AND GO NORTH FOR 0.2
 BJ4543'MILE TO THE STATE FENCE AND STATION AS DESCRIBED.
 BJ4543
 BJ4543                          STATION RECOVERY (1954)
 BJ4543
 BJ4543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4543'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4543
 BJ4543                          STATION RECOVERY (1969)
 BJ4543
 BJ4543'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BJ4543'THE STATION WAS VISITED 5-1-69 AND THE STATION MARK WAS FOUND
 BJ4543'IN GOOD CONDITION.
 BJ4543'
 BJ4543'THE STATION IS LOCATED 1.7 MILES SOUTHWEST OF OSYKA, 4 MILES
 BJ4543'NORTHWEST OF KENTWOOD, LOUISIANA, 0.4 MILE EAST OF I-55 IN THE
 BJ4543'SOUTHEAST 1/4 OF SECTION 33, T 1N, R 7E, AND ON PROPERTY OWNED BY
 BJ4543'MR. GEORGE SPEARS.  IT IS 215 FEET EAST OF A T FENCE CORNER,
 BJ4543'132.5 FEET WEST OF A 30 INCH TWIN OAK, 124 FEET EAST OF A 24
 BJ4543'INCH OAK, 33 FEET EAST OF A 12 INCH OAK, 19 FEET NORTHWEST OF
 BJ4543'A 10 INCH OAK, 10.5 FEET NORTH OF A 12 INCH OAK AND 8 FEET
 BJ4543'NORTH OF THE STATE LINE FENCE.  IT IS A STANDARD USGS BENCH
 BJ4543'MARK DISK, SET IN AN 8 INCH SQUARE CONCRETE POST STAMPED 1939
 BJ4543'TT 95 TX PROJECTING 3 INCHES.
 BJ4543'
 BJ4543'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 BJ4543'BROWNING 1939 DISTANCE BEING 27.222 METERS (89.32 FEET) EAST
 BJ4543'NORTHEAST OF THE STATION.
 BJ4543'
 BJ4543'TO REACH THE STATION FROM THE PIKE COUNTY COURTHOUSE IN MAGNOLIA
 BJ4543'GO WEST ON BAY STREET (STATE HIGHWAY 48) FOR 0.1 MILE TO THE
 BJ4543'INTERSECTION OF U.S. HIGHWAY 51.  TURN LEFT (SOUTH) AND CONTINUE
 BJ4543'ON U.S. HIGHWAY 51 FOR 9.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 BJ4543'584 IN OSYKA.  CONTINUE SOUTH ON U.S. HIGHWAY 51 FOR 0.5 MILE TO
 BJ4543'A SIDE ROAD RIGHT ON THE SOUTH SIDE OF JESS SASSERS PLACE ON
 BJ4543'THE LOUISIANA-MISSISSIPPI STATE LINE.  TURN RIGHT (WEST) AND
 BJ4543'CONTINUE ON A GRAVELED ROAD FOR 1.4 MILES TO A SIDE ROAD
 BJ4543'LEFT.  THE STATION IS LOCATED APPROXIMATELY 0.25 MILE NORTH
 BJ4543'ACROSS A FIELD WITH SCATTERED TREES JUST NORTH OF THE STATE LINE
 BJ4543'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1032 ***********************************************************************
 BX1032  DESIGNATION -  TT 96
 BX1032  PID         -  BX1032
 BX1032  STATE/COUNTY-  LA/NATCHITOCHES
 BX1032  USGS QUAD   -  LENA (1992)
 BX1032
 BX1032                         *CURRENT SURVEY CONTROL
 BX1032  ___________________________________________________________________
 BX1032* NAD 83(1986)-  31 28 22.     (N)    092 47 13.     (W)     SCALED    
 BX1032* NAVD 88     -        56.82   (+/-2cm)     186.4    (feet)  VERTCON   
 BX1032  ___________________________________________________________________
 BX1032  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1032
 BX1032  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1032
 BX1032.The horizontal coordinates were scaled from a topographic map and have
 BX1032.an estimated accuracy of +/- 6 seconds.
 BX1032
 BX1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1032.The vertical order pertains to the NGVD 29 superseded value.
 BX1032
 BX1032.The geoid height was determined by GEOID03.
 BX1032
 BX1032;                    North         East    Units  Estimated Accuracy
 BX1032;SPC LA N     -   107,890.      972,730.      MT  (+/- 180 meters Scaled)
 BX1032
 BX1032                          SUPERSEDED SURVEY CONTROL
 BX1032
 BX1032  NGVD 29 (??/??/??)   56.831  (m)          186.45   (f) ADJUSTED    1 2
 BX1032
 BX1032.Superseded values are not recommended for survey control.
 BX1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1032.See file dsdata.txt to determine how the superseded data were derived.
 BX1032
 BX1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ202820(NAD 83)
 BX1032_MARKER: DB = BENCH MARK DISK
 BX1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1032_STAMPING: TT 96 1938
 BX1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1032+STABILITY: SURFACE MOTION
 BX1032
 BX1032  HISTORY     - Date     Condition        Report By
 BX1032  HISTORY     - 1938     MONUMENTED       CGS
 BX1032
 BX1032                          STATION DESCRIPTION
 BX1032
 BX1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1032'1.4 MI NW FROM LENA.
 BX1032'IN NATCHITOCHES PARISH, ABOUT 1.4 MILES NORTHWEST ALONG STATE HY.  20
 BX1032'FROM THE CROSSROADS AT LENA, RAPIDES PARISH, ABOUT 0.6 MILE WEST OF
 BX1032'THE RAPIDES-NATCHITOCES PARISH LINE, ABOUT 1,500 FEET NORTH OF T AND P
 BX1032'RY MILEPOST 218, ABOUT 105 FEET SOUTH OF THE HIGHWAY, AND IN THE
 BX1032'NORTHEAST CORNER OF THE YARD OF A SMALL ONE-STORY YELLOW FRAME HOUSE.
 BX1032'A STANDARD DISK STAMPED TT 96 1938 AND SET IN THE TOP OF A CONCRETE
 BX1032'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4541 ***********************************************************************
 BJ4541  DESIGNATION -  TT 97 TX USGS 1939
 BJ4541  PID         -  BJ4541
 BJ4541  STATE/COUNTY-  LA/ST HELENA
 BJ4541  USGS QUAD   -  KENTWOOD (1980)
 BJ4541
 BJ4541                         *CURRENT SURVEY CONTROL
 BJ4541  ___________________________________________________________________
 BJ4541* NAD 83(1992)-  30 53 22.61634(N)    090 35 57.24008(W)     ADJUSTED  
 BJ4541* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 BJ4541  ___________________________________________________________________
 BJ4541  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ4541  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4541
 BJ4541  HORZ ORDER  -  SECOND
 BJ4541
 BJ4541.The horizontal coordinates were established by classical geodetic methods
 BJ4541.and adjusted by the National Geodetic Survey in May 1994..
 BJ4541
 BJ4541.The orthometric height was scaled from a topographic map.
 BJ4541
 BJ4541.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4541
 BJ4541.The geoid height was determined by GEOID03.
 BJ4541
 BJ4541;                    North         East     Units Scale Factor Converg.
 BJ4541;SPC LA S     -   265,110.649 1,070,193.042   MT  1.00004582   +0 22 01.4
 BJ4541;SPC LA S     -   869,783.85  3,511,125.01   sFT  1.00004582   +0 22 01.4
 BJ4541;SPC MS W     -   154,069.481   674,577.437   MT  0.99995797   -0 08 11.4
 BJ4541;SPC MS W     -   505,476.29  2,213,176.14   sFT  0.99995797   -0 08 11.4
 BJ4541;UTM  15      - 3,419,837.893   729,487.305   MT  1.00024968   +1 13 59.0
 BJ4541
 BJ4541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4541!SPC LA S     -   0.99998982  x   1.00004582  =   1.00003564
 BJ4541!SPC MS W     -   0.99998982  x   0.99995797  =   0.99994779
 BJ4541!UTM  15      -   0.99998982  x   1.00024968  =   1.00023950
 BJ4541
 BJ4541                          SUPERSEDED SURVEY CONTROL
 BJ4541
 BJ4541  NAD 83(1992)-  30 53 22.61910(N)    090 35 57.23906(W) AD(       ) 2
 BJ4541  NAD 83(1986)-  30 53 22.63254(N)    090 35 57.23628(W) AD(       ) 2
 BJ4541  NAD 27      -  30 53 21.98088(N)    090 35 56.88697(W) AD(       ) 2
 BJ4541
 BJ4541.Superseded values are not recommended for survey control.
 BJ4541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4541.See file dsdata.txt to determine how the superseded data were derived.
 BJ4541
 BJ4541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2948719838(NAD 83)
 BJ4541_MARKER: DD = SURVEY DISK
 BJ4541_SETTING: 0 = UNSPECIFIED SETTING
 BJ4541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4541
 BJ4541  HISTORY     - Date     Condition        Report By
 BJ4541  HISTORY     - 1939     MONUMENTED       USGS
 BJ4541  HISTORY     - 1954     GOOD             CGS
 BJ4541  HISTORY     - 1970     GOOD             NGS
 BJ4541  HISTORY     - 1978     MARK NOT FOUND   USGS
 BJ4541
 BJ4541                          STATION DESCRIPTION
 BJ4541
 BJ4541'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 BJ4541'THE STATION IS LOCATED 5 MILES W AND 1 MILE N OF TANGIPAHOA,
 BJ4541'ON THE TOP OF A RIDGE WHICH IS THE DIVIDE BETWEEN THE TANGIPAHOA
 BJ4541'AND TICKFAW RIVERS IN THE W CENTER OF SEC. 10, T 2 S, R 6 E.
 BJ4541'
 BJ4541'DIRECTION WAS OBSERVED AND DISTANCE MEASURED TO B.M.-TT 97
 BJ4541'TX 1939 (U.S.G.S.) THE MARK IS 113.80 FEET SE OF THE STATION
 BJ4541'AND 95 FEET E OF THE NE CORNER OF THE HOUSE.
 BJ4541
 BJ4541                          STATION RECOVERY (1954)
 BJ4541
 BJ4541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4541'THE STATION WAS VISITED AND THE MARK FOUND AS DESCRIBED.
 BJ4541'THE EDGES OF THE MARK WAS CHIPPED.  THE MARK WAS SOLID AND IN
 BJ4541'ITS ORIGINAL POSITION.
 BJ4541'
 BJ4541'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4541
 BJ4541                          STATION RECOVERY (1970)
 BJ4541
 BJ4541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4541'RECOVERED IN GOOD CONDITION.
 BJ4541
 BJ4541                          STATION RECOVERY (1978)
 BJ4541
 BJ4541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JCL)
 BJ4541'MR. YOUNG WHO LIVES AT THIS LOCATION CLAIMS THAT STATION WAS
 BJ4541'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2380 ***********************************************************************
 CQ2380  DESIGNATION -  TT 98 LS
 CQ2380  PID         -  CQ2380
 CQ2380  STATE/COUNTY-  LA/BOSSIER
 CQ2380  USGS QUAD   -  CARTERVILLE (1981)
 CQ2380
 CQ2380                         *CURRENT SURVEY CONTROL
 CQ2380  ___________________________________________________________________
 CQ2380* NAD 83(1986)-  32 58 10.     (N)    093 35 15.     (W)     SCALED    
 CQ2380* NAVD 88     -        74.462  (meters)     244.30   (feet)  ADJUSTED  
 CQ2380  ___________________________________________________________________
 CQ2380  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ2380  DYNAMIC HT  -          74.380 (meters)     244.03  (feet)  COMP
 CQ2380  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CQ2380
 CQ2380  VERT ORDER  -  SECOND    CLASS II
 CQ2380
 CQ2380.The horizontal coordinates were scaled from a topographic map and have
 CQ2380.an estimated accuracy of +/- 6 seconds.
 CQ2380
 CQ2380.The orthometric height was determined by differential leveling
 CQ2380.and adjusted by the National Geodetic Survey in June 1991..
 CQ2380
 CQ2380.The geoid height was determined by GEOID03.
 CQ2380
 CQ2380.The dynamic height is computed by dividing the NAVD 88
 CQ2380.geopotential number by the normal gravity value computed on the
 CQ2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2380.degrees latitude (g = 980.6199 gals.).
 CQ2380
 CQ2380.The modeled gravity was interpolated from observed gravity values.
 CQ2380
 CQ2380;                    North         East    Units  Estimated Accuracy
 CQ2380;SPC LA N     -   274,330.      898,330.      MT  (+/- 180 meters Scaled)
 CQ2380
 CQ2380                          SUPERSEDED SURVEY CONTROL
 CQ2380
 CQ2380  NGVD 29 (??/??/??)   74.524  (m)          244.50   (f) ADJUSTED    2 2
 CQ2380
 CQ2380.Superseded values are not recommended for survey control.
 CQ2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2380.See file dsdata.txt to determine how the superseded data were derived.
 CQ2380
 CQ2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS450480(NAD 83)
 CQ2380_MARKER: DD = SURVEY DISK
 CQ2380_SETTING: 0 = UNSPECIFIED SETTING
 CQ2380_STAMPING: TT STA. 98 LS
 CQ2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2380
 CQ2380  HISTORY     - Date     Condition        Report By
 CQ2380  HISTORY     - UNK      MONUMENTED       USGS
 CQ2380  HISTORY     - 1976     GOOD             LADTD
 CQ2380  HISTORY     - 1987     GOOD             USPSQD
 CQ2380  HISTORY     - 20010331 GOOD             NGS
 CQ2380  HISTORY     - 20020114 GOOD             NGS
 CQ2380
 CQ2380                          STATION DESCRIPTION
 CQ2380
 CQ2380'DESCRIBED BY LA TRANSP AND DEV 1976
 CQ2380'8.6 MI NE FROM PLAIN DEALING.
 CQ2380'ABOUT 8.6 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 157 FROM THE
 CQ2380'INTERSECTION OF LOUISIANA HIGHWAY 2 AND LOUISIANA HIGHWAY 157 IN PLAIN
 CQ2380'DEALING TO THE MARK ON THE RIGHT.  IT IS 102 FEET SOUTHEAST OF THE
 CQ2380'CENTERLINE OF LOUISIANA HIGHWAY 157, 44 FEET EAST OF THE CENTERLINE OF
 CQ2380'GRAVELED MATLOCK ROAD, 3 FEET NORTHWEST OF A 14 INCH PINE, 11 FEET
 CQ2380'EAST OF A FENCE LEADING NORTH.  IT IS 1 FOOT SOUTH OF A METAL WITNESS
 CQ2380'POST AND PROJECTING 2 INCHES ABOVE THE GROUND.
 CQ2380
 CQ2380                          STATION RECOVERY (1987)
 CQ2380
 CQ2380'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ2380'RECOVERED IN GOOD CONDITION.
 CQ2380
 CQ2380                          STATION RECOVERY (2001)
 CQ2380
 CQ2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2380
 CQ2380                          STATION RECOVERY (2002)
 CQ2380
 CQ2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2486 ***********************************************************************
 BK2486  DESIGNATION -  TT H 11
 BK2486  PID         -  BK2486
 BK2486  STATE/COUNTY-  LA/CALCASIEU
 BK2486  USGS QUAD   -  STARKS (1994)
 BK2486
 BK2486                         *CURRENT SURVEY CONTROL
 BK2486  ___________________________________________________________________
 BK2486* NAD 83(1986)-  30 16 15.     (N)    093 39 03.     (W)     SCALED    
 BK2486* NAVD 88     -         8.545  (meters)      28.03   (feet)  ADJUSTED  
 BK2486  ___________________________________________________________________
 BK2486  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK2486  DYNAMIC HT  -           8.533 (meters)      28.00  (feet)  COMP
 BK2486  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 BK2486
 BK2486  VERT ORDER  -  SECOND    CLASS I
 BK2486
 BK2486.The horizontal coordinates were scaled from a topographic map and have
 BK2486.an estimated accuracy of +/- 6 seconds.
 BK2486
 BK2486.The orthometric height was determined by differential leveling
 BK2486.and adjusted by the National Geodetic Survey in February 1994..
 BK2486
 BK2486.The geoid height was determined by GEOID03.
 BK2486
 BK2486.The dynamic height is computed by dividing the NAVD 88
 BK2486.geopotential number by the normal gravity value computed on the
 BK2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2486.degrees latitude (g = 980.6199 gals.).
 BK2486
 BK2486.The modeled gravity was interpolated from observed gravity values.
 BK2486
 BK2486;                    North         East    Units  Estimated Accuracy
 BK2486;SPC LA S     -   198,540.      777,030.      MT  (+/- 180 meters Scaled)
 BK2486
 BK2486                          SUPERSEDED SURVEY CONTROL
 BK2486
 BK2486.No superseded survey control is available for this station.
 BK2486
 BK2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP373489(NAD 83)
 BK2486_MARKER: DB = BENCH MARK DISK
 BK2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2486_SP_SET: CONCRETE POST
 BK2486_STAMPING: TTH11 1934
 BK2486_MARK LOGO: USGS  
 BK2486_PROJECTION: PROJECTING 3 CENTIMETERS
 BK2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2486+STABILITY: SURFACE MOTION
 BK2486
 BK2486  HISTORY     - Date     Condition        Report By
 BK2486  HISTORY     - 1934     MONUMENTED       USGS
 BK2486  HISTORY     - 1984     GOOD             LADTD
 BK2486  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 BK2486
 BK2486                          STATION DESCRIPTION
 BK2486
 BK2486'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2486'7.88 KM (4.89 MI) SOUTH FROM STARKS.
 BK2486'7.88 KM (4.89 MILES) SOUTH OF INTERSECTION LA.12 AND LA.109 TO THE
 BK2486'MARK ON THE RIGHT, 14.0 METERS (45.8 FEET)WEST-SOUTHWEST OF THE
 BK2486'CENTERLINE OF THE HIGHWAY LA.109, 15.1 METERS (49.6 FEET) SOUTH-SOUTH
 BK2486'EAST OF THE CENTERLINE OF GREENMOORE ROAD, 0.36 METERS (1.2 FEET)
 BK2486'NORTHEAST OF A WITNESS POST, DISC SET IN A 6 INCH BY 6INCH CONCRETE
 BK2486'SQUARE.
 BK2486'THE MARK IS 0.36 METERS  NE FROM A WITNESS POST.
 BK2486'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 BK2486
 BK2486                          STATION RECOVERY (1998)
 BK2486
 BK2486'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1448 ***********************************************************************
 BK1448  DESIGNATION -  TT H 4
 BK1448  PID         -  BK1448
 BK1448  STATE/COUNTY-  LA/CALCASIEU
 BK1448  USGS QUAD   -  DE QUINCY (1994)
 BK1448
 BK1448                         *CURRENT SURVEY CONTROL
 BK1448  ___________________________________________________________________
 BK1448* NAD 83(1986)-  30 24 24.     (N)    093 25 05.     (W)     SCALED    
 BK1448* NAVD 88     -        16.85   (+/-2cm)      55.3    (feet)  VERTCON   
 BK1448  ___________________________________________________________________
 BK1448  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK1448
 BK1448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1448
 BK1448.The horizontal coordinates were scaled from a topographic map and have
 BK1448.an estimated accuracy of +/- 6 seconds.
 BK1448
 BK1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1448.The vertical order pertains to the NGVD 29 superseded value.
 BK1448
 BK1448.The geoid height was determined by GEOID03.
 BK1448
 BK1448;                    North         East    Units  Estimated Accuracy
 BK1448;SPC LA S     -   213,170.      799,700.      MT  (+/- 180 meters Scaled)
 BK1448
 BK1448                          SUPERSEDED SURVEY CONTROL
 BK1448
 BK1448  NGVD 29 (??/??/??)   16.837  (m)           55.24   (f) ADJUSTED    2 0
 BK1448
 BK1448.Superseded values are not recommended for survey control.
 BK1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1448.See file dsdata.txt to determine how the superseded data were derived.
 BK1448
 BK1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP598639(NAD 83)
 BK1448_MARKER: DD = SURVEY DISK
 BK1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1448_STAMPING: TT H 4 1934
 BK1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1448+STABILITY: SURFACE MOTION
 BK1448
 BK1448  HISTORY     - Date     Condition        Report By
 BK1448  HISTORY     - 1934     MONUMENTED       USGS
 BK1448  HISTORY     - 1938     GOOD             CGS
 BK1448  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1448  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 BK1448
 BK1448                          STATION DESCRIPTION
 BK1448
 BK1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BK1448'3.3 MI S FROM DE QUINCY.
 BK1448'3.3 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK1448'STATION AT DE QUINCY, CALCASIEU PARISH, 0.3 MILE SOUTH OF MILEPOST 722
 BK1448'B, AT A ROAD CROSSING, 36 FEET WEST OF THE CENTERLINE OF THE TRACK, 30
 BK1448'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 32 FEET EAST OF THE
 BK1448'CENTERLINE OF STATE HIGHWAY 104.  A STANDARD DISK, STAMPED TT H 4 1934
 BK1448'AND SET IN THE TOP OF A CONCRETE POST.
 BK1448
 BK1448                          STATION RECOVERY (1986)
 BK1448
 BK1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1448'NOT RECOVERED.  MARK LOCATION HAS BEEN GRADED DURING HIGHWAY
 BK1448'CONSTRUCTION AND MARK BELIEVED TO HAVE BEEN DESTROYED.
 BK1448
 BK1448                          STATION RECOVERY (2005)
 BK1448
 BK1448'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1444 ***********************************************************************
 BK1444  DESIGNATION -  TT H 5
 BK1444  PID         -  BK1444
 BK1444  STATE/COUNTY-  LA/CALCASIEU
 BK1444  USGS QUAD   -  DE QUINCY (1994)
 BK1444
 BK1444                         *CURRENT SURVEY CONTROL
 BK1444  ___________________________________________________________________
 BK1444* NAD 83(1986)-  30 26 42.     (N)    093 25 53.     (W)     SCALED    
 BK1444* NAVD 88     -        19.64   (+/-2cm)      64.4    (feet)  VERTCON   
 BK1444  ___________________________________________________________________
 BK1444  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK1444
 BK1444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1444
 BK1444.The horizontal coordinates were scaled from a topographic map and have
 BK1444.an estimated accuracy of +/- 6 seconds.
 BK1444
 BK1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1444.The vertical order pertains to the NGVD 29 superseded value.
 BK1444
 BK1444.The geoid height was determined by GEOID03.
 BK1444
 BK1444;                    North         East    Units  Estimated Accuracy
 BK1444;SPC LA S     -   217,440.      798,500.      MT  (+/- 180 meters Scaled)
 BK1444
 BK1444                          SUPERSEDED SURVEY CONTROL
 BK1444
 BK1444  NGVD 29 (??/??/??)   19.582  (m)           64.25   (f) ADJUSTED    2 0
 BK1444
 BK1444.Superseded values are not recommended for survey control.
 BK1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1444.See file dsdata.txt to determine how the superseded data were derived.
 BK1444
 BK1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP585681(NAD 83)
 BK1444_MARKER: DD = SURVEY DISK
 BK1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1444_STAMPING: TT H 5 1934
 BK1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1444+STABILITY: SURFACE MOTION
 BK1444
 BK1444  HISTORY     - Date     Condition        Report By
 BK1444  HISTORY     - 1934     MONUMENTED       USGS
 BK1444  HISTORY     - 1938     GOOD             CGS
 BK1444  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1444  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1444  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 BK1444
 BK1444                          STATION DESCRIPTION
 BK1444
 BK1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BK1444'IN DE QUINCY.
 BK1444'AT DE QUINCY, CALCASIEU PARISH, AT THE CROSSING OF THE MISSOURI
 BK1444'PACIFIC RAILROAD AND THE KANSAS CITY SOUTHERN RAILWAY BRANCH LINE
 BK1444'LEADING TO LAKE CHARLES, 81 FEET SOUTH OF THE M.P.R.R. TRACK, 39 FEET
 BK1444'WEST OF THE K.C.S.RY. TRACK, AND 30 FEET SOUTH OF A SEWER MANHOLE.  A
 BK1444'STANDARD DISK, STAMPED TT H 5 1934 AND SET IN THE TOP OF A CONCRETE
 BK1444'POST.
 BK1444
 BK1444                          STATION RECOVERY (1986)
 BK1444
 BK1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1444'NOT RECOVERED.  A CONCRETE POST WAS FOUND WITH TOP BROKEN OFF AT THE
 BK1444'DESCRIBED LOCATION.. MARK IS BELIEVED TO HAVE BEEN DESTROYED WHEN AN
 BK1444'OVERHEAD POWER LINE WAS RUN THROUGH THIS AREA.
 BK1444
 BK1444                          STATION RECOVERY (2002)
 BK1444
 BK1444'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK1444'MARK NOT FOUND.
 BK1444
 BK1444                          STATION RECOVERY (2005)
 BK1444
 BK1444'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1808 ***********************************************************************
 BK1808  DESIGNATION -  TT H 7 USGS
 BK1808  PID         -  BK1808
 BK1808  STATE/COUNTY-  LA/CALCASIEU
 BK1808  USGS QUAD   -  CLARK HOLLOW (1994)
 BK1808
 BK1808                         *CURRENT SURVEY CONTROL
 BK1808  ___________________________________________________________________
 BK1808* NAD 83(1986)-  30 23 40.     (N)    093 31 44.     (W)     SCALED    
 BK1808* NAVD 88     -        16.65   (+/-2cm)      54.6    (feet)  VERTCON   
 BK1808  ___________________________________________________________________
 BK1808  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1808
 BK1808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1808
 BK1808.The horizontal coordinates were scaled from a topographic map and have
 BK1808.an estimated accuracy of +/- 6 seconds.
 BK1808
 BK1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1808.The vertical order pertains to the NGVD 29 superseded value.
 BK1808
 BK1808.The geoid height was determined by GEOID03.
 BK1808
 BK1808;                    North         East    Units  Estimated Accuracy
 BK1808;SPC LA S     -   212,010.      789,030.      MT  (+/- 180 meters Scaled)
 BK1808
 BK1808                          SUPERSEDED SURVEY CONTROL
 BK1808
 BK1808  NGVD 29 (??/??/??)   16.602  (m)           54.47   (f) ADJUSTED    2 0
 BK1808
 BK1808.Superseded values are not recommended for survey control.
 BK1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1808.See file dsdata.txt to determine how the superseded data were derived.
 BK1808
 BK1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP491626(NAD 83)
 BK1808_MARKER: DD = SURVEY DISK
 BK1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1808_STAMPING: TT H 7 1934
 BK1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1808+STABILITY: SURFACE MOTION
 BK1808
 BK1808  HISTORY     - Date     Condition        Report By
 BK1808  HISTORY     - 1934     MONUMENTED       USGS
 BK1808  HISTORY     - 1935     GOOD             CGS
 BK1808  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1808  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1808
 BK1808                          STATION DESCRIPTION
 BK1808
 BK1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1808'7.1 MI W FROM DE QUINCY.
 BK1808'7.1 MI W OF AND ALONG THE KANSAS CITY SOUTHERN R R 56 YARDS N OF
 BK1808'MILEPOST 726.  55 FEET NW OF CENTER OF TRACK.  38 FEET SE OF CENTER OF
 BK1808'STATE HIGHWAY AND NO. 7.  21 FEET NE OF 10 INCH PINE TREE WITH A
 BK1808'TRIANGULATION BLAZED ON IT.
 BK1808
 BK1808                          STATION RECOVERY (1978)
 BK1808
 BK1808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1808'MARK NOT FOUND.
 BK1808
 BK1808                          STATION RECOVERY (2002)
 BK1808
 BK1808'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1811 ***********************************************************************
 BK1811  DESIGNATION -  TT H 8 USGS
 BK1811  PID         -  BK1811
 BK1811  STATE/COUNTY-  LA/CALCASIEU
 BK1811  USGS QUAD   -  LUNITA (1994)
 BK1811
 BK1811                         *CURRENT SURVEY CONTROL
 BK1811  ___________________________________________________________________
 BK1811* NAD 83(1986)-  30 22 04.     (N)    093 34 22.     (W)     SCALED    
 BK1811* NAVD 88     -        16.34   (+/-2cm)      53.6    (feet)  VERTCON   
 BK1811  ___________________________________________________________________
 BK1811  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BK1811
 BK1811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1811
 BK1811.The horizontal coordinates were scaled from a topographic map and have
 BK1811.an estimated accuracy of +/- 6 seconds.
 BK1811
 BK1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1811.The vertical order pertains to the NGVD 29 superseded value.
 BK1811
 BK1811.The geoid height was determined by GEOID03.
 BK1811
 BK1811;                    North         East    Units  Estimated Accuracy
 BK1811;SPC LA S     -   209,140.      784,750.      MT  (+/- 180 meters Scaled)
 BK1811
 BK1811                          SUPERSEDED SURVEY CONTROL
 BK1811
 BK1811  NGVD 29 (??/??/??)   16.290  (m)           53.44   (f) ADJUSTED    2 0
 BK1811
 BK1811.Superseded values are not recommended for survey control.
 BK1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1811.See file dsdata.txt to determine how the superseded data were derived.
 BK1811
 BK1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP449596(NAD 83)
 BK1811_MARKER: DD = SURVEY DISK
 BK1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1811_STAMPING: TT H 8 1934
 BK1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1811+STABILITY: SURFACE MOTION
 BK1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1811+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 BK1811
 BK1811  HISTORY     - Date     Condition        Report By
 BK1811  HISTORY     - 1934     MONUMENTED       USGS
 BK1811  HISTORY     - 1935     GOOD             CGS
 BK1811  HISTORY     - 20021102 GOOD             USPSQD
 BK1811  HISTORY     - 20050109 GOOD             USPSQD
 BK1811
 BK1811                          STATION DESCRIPTION
 BK1811
 BK1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1811'6.2 MI E FROM STARKS.
 BK1811'6.2 MI E OF AND ALONG THE KANSAS CITY SOUTHERN R R 0.2 MILE SW OF
 BK1811'MILEPOST 729.  70 FEET W OF CROSSING.  60 FEET NW OF CENTER OF TRACK.
 BK1811'52 FEET SW OF CENTER OF T ROAD SE CROSSING RAILWAY.  38 FEET SE OF
 BK1811'CENTER OF STATE HWY 7. 5 FEET S OF 8 INCH PINE TREE WITH A
 BK1811'TRIANGULATION BLAZED ON IT.
 BK1811
 BK1811                          STATION RECOVERY (2002)
 BK1811
 BK1811'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1811'RECOVERED IN GOOD CONDITION.
 BK1811
 BK1811                          STATION RECOVERY (2005)
 BK1811
 BK1811'RECOVERY NOTE BY US POWER SQUADRON 2005
 BK1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1814 ***********************************************************************
 BK1814  DESIGNATION -  TT H 9 USGS
 BK1814  PID         -  BK1814
 BK1814  STATE/COUNTY-  LA/CALCASIEU
 BK1814  USGS QUAD   -  LUNITA (1994)
 BK1814
 BK1814                         *CURRENT SURVEY CONTROL
 BK1814  ___________________________________________________________________
 BK1814* NAD 83(1986)-  30 20 38.     (N)    093 36 42.     (W)     SCALED    
 BK1814* NAVD 88     -        11.52   (+/-2cm)      37.8    (feet)  VERTCON   
 BK1814  ___________________________________________________________________
 BK1814  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK1814
 BK1814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1814
 BK1814.The horizontal coordinates were scaled from a topographic map and have
 BK1814.an estimated accuracy of +/- 6 seconds.
 BK1814
 BK1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1814.The vertical order pertains to the NGVD 29 superseded value.
 BK1814
 BK1814.The geoid height was determined by GEOID03.
 BK1814
 BK1814;                    North         East    Units  Estimated Accuracy
 BK1814;SPC LA S     -   206,560.      780,960.      MT  (+/- 180 meters Scaled)
 BK1814
 BK1814                          SUPERSEDED SURVEY CONTROL
 BK1814
 BK1814  NGVD 29 (??/??/??)   11.471  (m)           37.63   (f) ADJUSTED    2 0
 BK1814
 BK1814.Superseded values are not recommended for survey control.
 BK1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1814.See file dsdata.txt to determine how the superseded data were derived.
 BK1814
 BK1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP412570(NAD 83)
 BK1814_MARKER: DD = SURVEY DISK
 BK1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1814_STAMPING: TT H 9 1934
 BK1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1814+STABILITY: SURFACE MOTION
 BK1814
 BK1814  HISTORY     - Date     Condition        Report By
 BK1814  HISTORY     - 1934     MONUMENTED       USGS
 BK1814  HISTORY     - 1935     GOOD             CGS
 BK1814  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK1814
 BK1814                          STATION DESCRIPTION
 BK1814
 BK1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1814'3.4 MI E FROM STARKS.
 BK1814'3.4 MI E OF AND ALONG THE KANSAS CITY SOUTHERN R R 60 FEET W OF
 BK1814'MILEPOST 732.  62 FEET NW OF CENTER OF TRACK.  37 YARDS S OF HIGHWAY
 BK1814'CULVERT.  35 FEET SE OF CENTER OF STATE HWY 7.  15 FEET E OF 12 INCH
 BK1814'PINE TREE WITH TRIANGULATION BLAZE.  5 FEET SW OF 18 INCH PINE WITH A
 BK1814'TRIANGULATION BLAZE.
 BK1814
 BK1814                          STATION RECOVERY (2002)
 BK1814
 BK1814'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BK1814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0081 ***********************************************************************
 CR0081  DESIGNATION -  TT STA 124 LS
 CR0081  PID         -  CR0081
 CR0081  STATE/COUNTY-  LA/CADDO
 CR0081  USGS QUAD   -  WASKOM (1978)
 CR0081
 CR0081                         *CURRENT SURVEY CONTROL
 CR0081  ___________________________________________________________________
 CR0081* NAD 83(1992)-  32 28 13.32614(N)    094 02 34.63524(W)     ADJUSTED  
 CR0081* NAVD 88     -        79.993  (meters)     262.44   (feet)  ADJUSTED  
 CR0081  ___________________________________________________________________
 CR0081  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CR0081  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR0081  DYNAMIC HT  -          79.902 (meters)     262.15  (feet)  COMP
 CR0081  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 CR0081
 CR0081  HORZ ORDER  -  SECOND
 CR0081  VERT ORDER  -  FIRST     CLASS II
 CR0081
 CR0081.The horizontal coordinates were established by classical geodetic methods
 CR0081.and adjusted by the National Geodetic Survey in February 1996..
 CR0081
 CR0081.The orthometric height was determined by differential leveling
 CR0081.and adjusted by the National Geodetic Survey in June 1991..
 CR0081
 CR0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0081
 CR0081.The geoid height was determined by GEOID03.
 CR0081
 CR0081.The dynamic height is computed by dividing the NAVD 88
 CR0081.geopotential number by the normal gravity value computed on the
 CR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0081.degrees latitude (g = 980.6199 gals.).
 CR0081
 CR0081.The modeled gravity was interpolated from observed gravity values.
 CR0081
 CR0081;                    North         East     Units Scale Factor Converg.
 CR0081;SPC LA N     -   219,501.039   854,961.172   MT  0.99996113   -0 48 56.7
 CR0081;SPC LA N     -   720,146.33  2,804,985.11   sFT  0.99996113   -0 48 56.7
 CR0081;SPC TXNC     - 2,098,009.478 1,018,838.371   MT  0.99992372   +2 25 51.1
 CR0081;SPC TXNC     - 6,883,219.43  3,342,638.89   sFT  0.99992372   +2 25 51.1
 CR0081;UTM  15      - 3,593,053.347   401,991.322   MT  0.99971845   -0 33 35.9
 CR0081
 CR0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0081!SPC LA N     -   0.99999153  x   0.99996113  =   0.99995266
 CR0081!SPC TXNC     -   0.99999153  x   0.99992372  =   0.99991525
 CR0081!UTM  15      -   0.99999153  x   0.99971845  =   0.99970998
 CR0081
 CR0081                          SUPERSEDED SURVEY CONTROL
 CR0081
 CR0081  NAD 83(1992)-  32 28 13.32981(N)    094 02 34.63403(W) AD(       ) 2
 CR0081  NAD 83(1986)-  32 28 13.33635(N)    094 02 34.62535(W) AD(       ) 2
 CR0081  NAD 27      -  32 28 12.77970(N)    094 02 33.96330(W) AD(       ) 2
 CR0081  NGVD 29 (??/??/92)   80.06   (m)          262.7    (f) COMPUTED    1 2
 CR0081
 CR0081.Superseded values are not recommended for survey control.
 CR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0081.See file dsdata.txt to determine how the superseded data were derived.
 CR0081
 CR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0199193053(NAD 83)
 CR0081_MARKER: DD = SURVEY DISK
 CR0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0081_STAMPING: T T STA 124 L S 1932
 CR0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0081+STABILITY: SURFACE MOTION
 CR0081
 CR0081  HISTORY     - Date     Condition        Report By
 CR0081  HISTORY     - 1950     MONUMENTED       USGS
 CR0081  HISTORY     - 1954     GOOD             NGS
 CR0081  HISTORY     - 1956     GOOD             CGS
 CR0081  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CR0081
 CR0081                          STATION DESCRIPTION
 CR0081
 CR0081'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JCT)
 CR0081'STATION IS LOCATED ABOUT 1-1/4 MILES EAST SOUTHEAST OF THE
 CR0081'BUSINESS CENTER OF WASKOM NEAR THE TEXAS-LOUISIANA STATE LINE.
 CR0081'STATION IS 41 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 CR0081'80, 25 FEET NORTHWEST OF POWER POLE AND 18 FEET SOUTHEAST OF
 CR0081'STATE LINE MARKER.  THE MARK IS A 6 X 6 CONCRETE POST WHICH
 CR0081'PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED TT STA 124 LS
 CR0081'1932.
 CR0081'
 CR0081'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CR0081'LATEX TO STATION AND THE DISTANCE IS 26.283 METERS (86.23 FEET)
 CR0081'SOUTH SOUTHWEST.
 CR0081'
 CR0081'TO REACH FROM THE WASKOM MUNICIPAL WATER TANK GO EASTERLY
 CR0081'ON U.S. HIGHWAY 80 FOR 1.3 MILES TO STATE LINE AND STATION
 CR0081'ON RIGHT AS DESCRIBED.
 CR0081
 CR0081                          STATION RECOVERY (1954)
 CR0081
 CR0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CR0081'1.2 MI SE FROM WASKOM.
 CR0081'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CR0081'WASKOM, 86.2 FEET SOUTHWEST OF TRIANGULATION STATION LATEX 1950, 38.5
 CR0081'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHEAST OF
 CR0081'A TEXAS AND LOUISIANA STATE BOUNDARY MARKER, SET IN THE TOP OF A
 CR0081'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CR0081
 CR0081                          STATION RECOVERY (1956)
 CR0081
 CR0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HH)
 CR0081'THE STATION WAS RECOVERED IN GOOD CONDITION.  LOCATION WAS
 CR0081'AS DESCRIBED.
 CR0081'
 CR0081'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 CR0081
 CR0081                          STATION RECOVERY (2001)
 CR0081
 CR0081'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CR0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4870 ***********************************************************************
 BJ4870  DESIGNATION -  TT16WM ET
 BJ4870  PID         -  BJ4870
 BJ4870  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4870  USGS QUAD   -  ELM PARK (1994)
 BJ4870
 BJ4870                         *CURRENT SURVEY CONTROL
 BJ4870  ___________________________________________________________________
 BJ4870* NAD 83(1992)-  30 49 30.02120(N)    091 15 31.17242(W)     ADJUSTED  
 BJ4870* NAVD 88     -        58.29   (+/-2cm)     191.2    (feet)  VERTCON   
 BJ4870  ___________________________________________________________________
 BJ4870  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BJ4870  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4870
 BJ4870  HORZ ORDER  -  THIRD
 BJ4870  VERT ORDER  -  THIRD ? (See Below)
 BJ4870
 BJ4870.The horizontal coordinates were established by classical geodetic methods
 BJ4870.and adjusted by the National Geodetic Survey in May 1994..
 BJ4870
 BJ4870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4870.The vertical order pertains to the NGVD 29 superseded value.
 BJ4870
 BJ4870.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4870
 BJ4870.The geoid height was determined by GEOID03.
 BJ4870
 BJ4870;                    North         East     Units Scale Factor Converg.
 BJ4870;SPC LA S     -   257,724.776 1,007,144.913   MT  1.00002897   +0 02 14.4
 BJ4870;SPC LA S     -   845,552.04  3,304,274.60   sFT  1.00002897   +0 02 14.4
 BJ4870;UTM  15      - 3,411,505.615   666,554.029   MT  0.99994220   +0 53 33.0
 BJ4870
 BJ4870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4870!SPC LA S     -   0.99999513  x   1.00002897  =   1.00002410
 BJ4870!UTM  15      -   0.99999513  x   0.99994220  =   0.99993733
 BJ4870
 BJ4870                          SUPERSEDED SURVEY CONTROL
 BJ4870
 BJ4870  NAD 83(1992)-  30 49 30.02318(N)    091 15 31.17320(W) AD(       ) 3
 BJ4870  NAD 83(1986)-  30 49 30.03804(N)    091 15 31.16784(W) AD(       ) 3
 BJ4870  NAD 27      -  30 49 29.38117(N)    091 15 30.77012(W) AD(       ) 3
 BJ4870  NGVD 29 (07/19/86)   58.26   (m)          191.1    (f) LEVELING    3  
 BJ4870
 BJ4870.Superseded values are not recommended for survey control.
 BJ4870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4870.See file dsdata.txt to determine how the superseded data were derived.
 BJ4870
 BJ4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6655411506(NAD 83)
 BJ4870_MARKER: DE = TRAVERSE STATION DISK
 BJ4870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4870+STABILITY: SURFACE MOTION
 BJ4870
 BJ4870  HISTORY     - Date     Condition        Report By
 BJ4870  HISTORY     - 1952     MONUMENTED       USGS
 BJ4870
 BJ4870                          STATION DESCRIPTION
 BJ4870
 BJ4870'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4870'JACKSON, 2.3 MI W. ALONG STATE HWY. 10, AND 0.8 MI S. OF.  1.7 MI NE.
 BJ4870'OF JUNCTION OF STATE RDS. 965 AND 966.  66 FT S. OF CENTERLINE OF RD.
 BJ4870'AT DRIVE NW. TO FARM HOUSE.  26 FT SE. OF CENTERLINE STATE RD. 965.
 BJ4870'35 FT NE. OF GATE.  IN CONCRETE POST, STANDARD TABLET STAMPED---TT 16
 BJ4870'WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4890 ***********************************************************************
 BJ4890  DESIGNATION -  TT17WM ET
 BJ4890  PID         -  BJ4890
 BJ4890  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4890  USGS QUAD   -  ELM PARK (1994)
 BJ4890
 BJ4890                         *CURRENT SURVEY CONTROL
 BJ4890  ___________________________________________________________________
 BJ4890* NAD 83(1992)-  30 48 21.70525(N)    091 16 35.92061(W)     ADJUSTED  
 BJ4890* NAVD 88     -        55.81   (+/-2cm)     183.1    (feet)  VERTCON   
 BJ4890  ___________________________________________________________________
 BJ4890  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BJ4890  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4890
 BJ4890  HORZ ORDER  -  THIRD
 BJ4890  VERT ORDER  -  THIRD ? (See Below)
 BJ4890
 BJ4890.The horizontal coordinates were established by classical geodetic methods
 BJ4890.and adjusted by the National Geodetic Survey in May 1994..
 BJ4890
 BJ4890.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4890.The vertical order pertains to the NGVD 29 superseded value.
 BJ4890
 BJ4890.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4890
 BJ4890.The geoid height was determined by GEOID03.
 BJ4890
 BJ4890;                    North         East     Units Scale Factor Converg.
 BJ4890;SPC LA S     -   255,619.863 1,005,425.073   MT  1.00002427   +0 01 42.0
 BJ4890;SPC LA S     -   838,646.17  3,298,632.09   sFT  1.00002427   +0 01 42.0
 BJ4890;UTM  15      - 3,409,375.466   664,865.931   MT  0.99993530   +0 52 58.0
 BJ4890
 BJ4890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4890!SPC LA S     -   0.99999552  x   1.00002427  =   1.00001979
 BJ4890!UTM  15      -   0.99999552  x   0.99993530  =   0.99993082
 BJ4890
 BJ4890                          SUPERSEDED SURVEY CONTROL
 BJ4890
 BJ4890  NAD 83(1992)-  30 48 21.70713(N)    091 16 35.92133(W) AD(       ) 3
 BJ4890  NAD 83(1986)-  30 48 21.72202(N)    091 16 35.91590(W) AD(       ) 3
 BJ4890  NAD 27      -  30 48 21.06357(N)    091 16 35.51723(W) AD(       ) 3
 BJ4890  NGVD 29 (07/19/86)   55.78   (m)          183.0    (f) LEVELING    3  
 BJ4890
 BJ4890.Superseded values are not recommended for survey control.
 BJ4890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4890.See file dsdata.txt to determine how the superseded data were derived.
 BJ4890
 BJ4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6486609375(NAD 83)
 BJ4890_MARKER: DE = TRAVERSE STATION DISK
 BJ4890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4890+STABILITY: SURFACE MOTION
 BJ4890
 BJ4890  HISTORY     - Date     Condition        Report By
 BJ4890  HISTORY     - 1952     MONUMENTED       USGS
 BJ4890
 BJ4890                          STATION DESCRIPTION
 BJ4890
 BJ4890'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4890'JACKSON, 2.3 MI W. ALONG STATE HWY. 10, THEN 2.5 MI SW. ALONG STATE
 BJ4890'RD. 965, AND 0.4 MI SE. ALONG STATE RD. 966.  27 FT E. OF CENTERLINE
 BJ4890'OF RD., 29 FT NW. OF GATE, 4 FT S. OF FENCE CORNER.  IN CONCRETE POST.
 BJ4890'STANDARD TABLET STAMPED---TT 17 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4874 ***********************************************************************
 BJ4874  DESIGNATION -  TT18WM ET
 BJ4874  PID         -  BJ4874
 BJ4874  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4874  USGS QUAD   -  ELM PARK (1994)
 BJ4874
 BJ4874                         *CURRENT SURVEY CONTROL
 BJ4874  ___________________________________________________________________
 BJ4874* NAD 83(1992)-  30 47 02.37159(N)    091 15 42.05503(W)     ADJUSTED  
 BJ4874* NAVD 88     -        36.15   (+/-2cm)     118.6    (feet)  VERTCON   
 BJ4874  ___________________________________________________________________
 BJ4874  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BJ4874  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4874
 BJ4874  HORZ ORDER  -  THIRD
 BJ4874  VERT ORDER  -  THIRD ? (See Below)
 BJ4874
 BJ4874.The horizontal coordinates were established by classical geodetic methods
 BJ4874.and adjusted by the National Geodetic Survey in May 1994..
 BJ4874
 BJ4874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4874.The vertical order pertains to the NGVD 29 superseded value.
 BJ4874
 BJ4874.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4874
 BJ4874.The geoid height was determined by GEOID03.
 BJ4874
 BJ4874;                    North         East     Units Scale Factor Converg.
 BJ4874;SPC LA S     -   253,177.445 1,006,858.518   MT  1.00001894   +0 02 09.0
 BJ4874;SPC LA S     -   830,633.00  3,303,334.99   sFT  1.00001894   +0 02 09.0
 BJ4874;UTM  15      - 3,406,954.893   666,335.508   MT  0.99994131   +0 53 23.6
 BJ4874
 BJ4874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4874!SPC LA S     -   0.99999861  x   1.00001894  =   1.00001755
 BJ4874!UTM  15      -   0.99999861  x   0.99994131  =   0.99993992
 BJ4874
 BJ4874                          SUPERSEDED SURVEY CONTROL
 BJ4874
 BJ4874  NAD 83(1992)-  30 47 02.37352(N)    091 15 42.05563(W) AD(       ) 3
 BJ4874  NAD 83(1986)-  30 47 02.38837(N)    091 15 42.05013(W) AD(       ) 3
 BJ4874  NAD 27      -  30 47 01.72744(N)    091 15 41.65420(W) AD(       ) 3
 BJ4874  NGVD 29 (07/19/86)   36.13   (m)          118.5    (f) LEVELING    3  
 BJ4874
 BJ4874.Superseded values are not recommended for survey control.
 BJ4874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4874.See file dsdata.txt to determine how the superseded data were derived.
 BJ4874
 BJ4874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6633606955(NAD 83)
 BJ4874_MARKER: DE = TRAVERSE STATION DISK
 BJ4874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4874+STABILITY: SURFACE MOTION
 BJ4874
 BJ4874  HISTORY     - Date     Condition        Report By
 BJ4874  HISTORY     - 1952     MONUMENTED       USGS
 BJ4874
 BJ4874                          STATION DESCRIPTION
 BJ4874
 BJ4874'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4874'JACKSON, 2.3 MI W. AND 4.9 MI S. FROM.  2.4 MI S. OF JUNCTION STATE
 BJ4874'RDS. 965 AND 966.  4.4 MI E. OF JUNCTION OF STATE RD. 966 WITH U.S.
 BJ4874'HWY. 61.  100 FT NE. OF PRIVATE RD. LEADING SE.  36 FT SE. OF CENTER
 BJ4874'LINE OF RD. AT DRIVE NW.  5 FT E. OF POWER POLE.  IN CONCRETE POST.
 BJ4874'STANDARD TABLET STAMPED---TT 18 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4894 ***********************************************************************
 BJ4894  DESIGNATION -  TT19WM ET
 BJ4894  PID         -  BJ4894
 BJ4894  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4894  USGS QUAD   -  ELM PARK (1994)
 BJ4894
 BJ4894                         *CURRENT SURVEY CONTROL
 BJ4894  ___________________________________________________________________
 BJ4894* NAD 83(1992)-  30 45 49.99899(N)    091 16 57.04553(W)     ADJUSTED  
 BJ4894* NAVD 88     -        24.89   (+/-2cm)      81.7    (feet)  VERTCON   
 BJ4894  ___________________________________________________________________
 BJ4894  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BJ4894  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4894
 BJ4894  HORZ ORDER  -  THIRD
 BJ4894  VERT ORDER  -  THIRD ? (See Below)
 BJ4894
 BJ4894.The horizontal coordinates were established by classical geodetic methods
 BJ4894.and adjusted by the National Geodetic Survey in May 1994..
 BJ4894
 BJ4894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4894.The vertical order pertains to the NGVD 29 superseded value.
 BJ4894
 BJ4894.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4894
 BJ4894.The geoid height was determined by GEOID03.
 BJ4894
 BJ4894;                    North         East     Units Scale Factor Converg.
 BJ4894;SPC LA S     -   250,947.557 1,004,865.579   MT  1.00001421   +0 01 31.5
 BJ4894;SPC LA S     -   823,317.11  3,296,796.49   sFT  1.00001421   +0 01 31.5
 BJ4894;UTM  15      - 3,404,695.738   664,376.168   MT  0.99993331   +0 52 43.3
 BJ4894
 BJ4894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4894!SPC LA S     -   1.00000038  x   1.00001421  =   1.00001459
 BJ4894!UTM  15      -   1.00000038  x   0.99993331  =   0.99993369
 BJ4894
 BJ4894:                Primary Azimuth Mark                     Grid Az
 BJ4894:SPC LA S     -  239 STA                                  075 18 46.3
 BJ4894:UTM  15      -  239 STA                                  074 27 34.5
 BJ4894
 BJ4894|---------------------------------------------------------------------|
 BJ4894| PID    Reference Object                     Distance      Geod. Az  |
 BJ4894|                                                           dddmmss.s |
 BJ4894| BJ4892 239 STA                             404.544 METERS 0752017.8 |
 BJ4894| BJ4895 241 STA                             306.966 METERS 23544     |
 BJ4894|---------------------------------------------------------------------|
 BJ4894
 BJ4894                          SUPERSEDED SURVEY CONTROL
 BJ4894
 BJ4894  NAD 83(1992)-  30 45 50.00077(N)    091 16 57.04602(W) AD(       ) 3
 BJ4894  NAD 83(1986)-  30 45 50.01568(N)    091 16 57.04048(W) AD(       ) 3
 BJ4894  NAD 27      -  30 45 49.35323(N)    091 16 56.64349(W) AD(       ) 3
 BJ4894  NGVD 29 (07/19/86)   24.87   (m)           81.6    (f) LEVELING    3  
 BJ4894
 BJ4894.Superseded values are not recommended for survey control.
 BJ4894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4894.See file dsdata.txt to determine how the superseded data were derived.
 BJ4894
 BJ4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6437604696(NAD 83)
 BJ4894_MARKER: DE = TRAVERSE STATION DISK
 BJ4894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4894+STABILITY: SURFACE MOTION
 BJ4894
 BJ4894  HISTORY     - Date     Condition        Report By
 BJ4894  HISTORY     - 1952     MONUMENTED       USGS
 BJ4894
 BJ4894                          STATION DESCRIPTION
 BJ4894
 BJ4894'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4894'ST. FRANCISVILLE, 4.2 MI E. ALONG U.S. HWY. 61, THENCE 2.4 MI NE.
 BJ4894'ALONG STATE RD. 326, FROM 9.2 MI SE. OF JACKSON, 62 FT W. OF CENTER OF
 BJ4894'RD. AT DRIVE NW. TO A BARN, 45 FT SW. OF A GATE 32 FT S. OF A WALL,
 BJ4894'46 FT NW. OF CENTER OF RD., IN CONCRETE POST.  STANDARD TABLET
 BJ4894'STAMPED---TT 19 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4687 ***********************************************************************
 BJ4687  DESIGNATION -  TT1WM ET
 BJ4687  PID         -  BJ4687
 BJ4687  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4687  USGS QUAD   -  CLINTON (1994)
 BJ4687
 BJ4687                         *CURRENT SURVEY CONTROL
 BJ4687  ___________________________________________________________________
 BJ4687* NAD 83(1992)-  30 49 10.84781(N)    091 07 19.22850(W)     ADJUSTED  
 BJ4687* NAVD 88     -        59.01   (+/-2cm)     193.6    (feet)  VERTCON   
 BJ4687  ___________________________________________________________________
 BJ4687  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4687  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4687
 BJ4687  HORZ ORDER  -  THIRD
 BJ4687  VERT ORDER  -  THIRD ? (See Below)
 BJ4687
 BJ4687.The horizontal coordinates were established by classical geodetic methods
 BJ4687.and adjusted by the National Geodetic Survey in May 1994..
 BJ4687
 BJ4687.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4687.The vertical order pertains to the NGVD 29 superseded value.
 BJ4687
 BJ4687.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4687
 BJ4687.The geoid height was determined by GEOID03.
 BJ4687
 BJ4687;                    North         East     Units Scale Factor Converg.
 BJ4687;SPC LA S     -   257,150.609 1,020,220.903   MT  1.00002764   +0 06 20.4
 BJ4687;SPC LA S     -   843,668.29  3,347,174.75   sFT  1.00002764   +0 06 20.4
 BJ4687;UTM  15      - 3,411,126.874   679,636.371   MT  0.99999807   +0 57 44.7
 BJ4687
 BJ4687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4687!SPC LA S     -   0.99999502  x   1.00002764  =   1.00002266
 BJ4687!UTM  15      -   0.99999502  x   0.99999807  =   0.99999309
 BJ4687
 BJ4687                          SUPERSEDED SURVEY CONTROL
 BJ4687
 BJ4687  NAD 83(1992)-  30 49 10.84880(N)    091 07 19.22854(W) AD(       ) 3
 BJ4687  NAD 83(1986)-  30 49 10.86370(N)    091 07 19.22384(W) AD(       ) 3
 BJ4687  NAD 27      -  30 49 10.21261(N)    091 07 18.84508(W) AD(       ) 3
 BJ4687  NGVD 29 (07/19/86)   58.96   (m)          193.4    (f) LEVELING    3  
 BJ4687
 BJ4687.Superseded values are not recommended for survey control.
 BJ4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4687.See file dsdata.txt to determine how the superseded data were derived.
 BJ4687
 BJ4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7963611127(NAD 83)
 BJ4687_MARKER: DE = TRAVERSE STATION DISK
 BJ4687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4687+STABILITY: SURFACE MOTION
 BJ4687
 BJ4687  HISTORY     - Date     Condition        Report By
 BJ4687  HISTORY     - 1952     MONUMENTED       USGS
 BJ4687
 BJ4687                          STATION DESCRIPTION
 BJ4687
 BJ4687'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4687'ETHEL, 2.4 MI NE. OF.  ALONG STATE HWY. 19.  1.25 MI S. OF JUNCTION
 BJ4687'STATE HWY. 10 AND 19.  590 FT N. AND 47 FT W. OF CENTER OF STATE HWY.
 BJ4687'19 AT FIELD ENTRANCES E. - W.  6 FT NE. OF POWER POLE.  5 FT E. OF W.
 BJ4687'RIGHT - OF - WAY FENCE.  IN CONCRETE POST.  STANDARD TABLET STAMPED-
 BJ4687'--TT 1 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4900 ***********************************************************************
 BJ4900  DESIGNATION -  TT20WM ET
 BJ4900  PID         -  BJ4900
 BJ4900  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4900  USGS QUAD   -  ELM PARK (1994)
 BJ4900
 BJ4900                         *CURRENT SURVEY CONTROL
 BJ4900  ___________________________________________________________________
 BJ4900* NAD 83(1992)-  30 46 12.85547(N)    091 18 31.41189(W)     ADJUSTED  
 BJ4900* NAVD 88     -        44.15   (+/-2cm)     144.8    (feet)  VERTCON   
 BJ4900  ___________________________________________________________________
 BJ4900  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BJ4900  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4900
 BJ4900  HORZ ORDER  -  THIRD
 BJ4900  VERT ORDER  -  THIRD ? (See Below)
 BJ4900
 BJ4900.The horizontal coordinates were established by classical geodetic methods
 BJ4900.and adjusted by the National Geodetic Survey in May 1994..
 BJ4900
 BJ4900.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4900.The vertical order pertains to the NGVD 29 superseded value.
 BJ4900
 BJ4900.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4900
 BJ4900.The geoid height was determined by GEOID03.
 BJ4900
 BJ4900;                    North         East     Units Scale Factor Converg.
 BJ4900;SPC LA S     -   251,650.628 1,002,355.803   MT  1.00001569   +0 00 44.3
 BJ4900;SPC LA S     -   825,623.77  3,288,562.33   sFT  1.00001569   +0 00 44.3
 BJ4900;UTM  15      - 3,405,361.302   661,856.420   MT  0.99992317   +0 51 55.6
 BJ4900
 BJ4900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4900!SPC LA S     -   0.99999735  x   1.00001569  =   1.00001304
 BJ4900!UTM  15      -   0.99999735  x   0.99992317  =   0.99992052
 BJ4900
 BJ4900                          SUPERSEDED SURVEY CONTROL
 BJ4900
 BJ4900  NAD 83(1992)-  30 46 12.85707(N)    091 18 31.41246(W) AD(       ) 3
 BJ4900  NAD 83(1986)-  30 46 12.87205(N)    091 18 31.40683(W) AD(       ) 3
 BJ4900  NAD 27      -  30 46 12.21106(N)    091 18 31.00723(W) AD(       ) 3
 BJ4900  NGVD 29 (07/19/86)   44.13   (m)          144.8    (f) LEVELING    3  
 BJ4900
 BJ4900.Superseded values are not recommended for survey control.
 BJ4900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4900.See file dsdata.txt to determine how the superseded data were derived.
 BJ4900
 BJ4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6185605361(NAD 83)
 BJ4900_MARKER: DE = TRAVERSE STATION DISK
 BJ4900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4900_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4900+STABILITY: SURFACE MOTION
 BJ4900
 BJ4900  HISTORY     - Date     Condition        Report By
 BJ4900  HISTORY     - 1952     MONUMENTED       USGS
 BJ4900
 BJ4900                          STATION DESCRIPTION
 BJ4900
 BJ4900'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4900'STA. FRANCISVILLE, 4.2 MI E. ALONG U.S. HWY. 61, THENCE 0.6 MI NE.
 BJ4900'ALONG STATE RD. 966 FROM.  28 FT S. AND 174 FT W. OF CENTERLINE OF RD.
 BJ4900'AT AUDUBON LANE.  97 FT E. OF PAVED T - RD. N.  3 FT N. OF FENCE LINE.
 BJ4900'IN CONCRETE POST.  STANDARD TABLET STAMPED---TT 20 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5079 ***********************************************************************
 BJ5079  DESIGNATION -  TT27WM ET
 BJ5079  PID         -  BJ5079
 BJ5079  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ5079  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ5079
 BJ5079                         *CURRENT SURVEY CONTROL
 BJ5079  ___________________________________________________________________
 BJ5079* NAD 83(1992)-  30 29 44.33065(N)    091 07 36.11180(W)     ADJUSTED  
 BJ5079* NAVD 88     -        17.57   (+/-2cm)      57.6    (feet)  VERTCON   
 BJ5079  ___________________________________________________________________
 BJ5079  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5079  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ5079
 BJ5079  HORZ ORDER  -  THIRD
 BJ5079  VERT ORDER  -  THIRD ? (See Below)
 BJ5079
 BJ5079.The horizontal coordinates were established by classical geodetic methods
 BJ5079.and adjusted by the National Geodetic Survey in January 1993..
 BJ5079
 BJ5079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5079.The vertical order pertains to the NGVD 29 superseded value.
 BJ5079
 BJ5079.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5079
 BJ5079.The geoid height was determined by GEOID03.
 BJ5079
 BJ5079;                    North         East     Units Scale Factor Converg.
 BJ5079;SPC LA S     -   221,226.700 1,019,836.934   MT  0.99996291   +0 06 12.0
 BJ5079;SPC LA S     -   725,807.93  3,345,915.01   sFT  0.99996291   +0 06 12.0
 BJ5079;UTM  15      - 3,375,201.019   679,786.729   MT  0.99999877   +0 57 03.3
 BJ5079
 BJ5079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5079!SPC LA S     -   1.00000151  x   0.99996291  =   0.99996442
 BJ5079!UTM  15      -   1.00000151  x   0.99999877  =   1.00000028
 BJ5079
 BJ5079                          SUPERSEDED SURVEY CONTROL
 BJ5079
 BJ5079  NAD 83(1986)-  30 29 44.34846(N)    091 07 36.10961(W) AD(       ) 3
 BJ5079  NAD 27      -  30 29 43.66889(N)    091 07 35.73460(W) AD(       ) 3
 BJ5079  NGVD 29 (07/19/86)   17.58   (m)           57.7    (f) LEVELING    3  
 BJ5079
 BJ5079.Superseded values are not recommended for survey control.
 BJ5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5079.See file dsdata.txt to determine how the superseded data were derived.
 BJ5079
 BJ5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7978775201(NAD 83)
 BJ5079_MARKER: DE = TRAVERSE STATION DISK
 BJ5079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5079+STABILITY: SURFACE MOTION
 BJ5079
 BJ5079  HISTORY     - Date     Condition        Report By
 BJ5079  HISTORY     - 1952     MONUMENTED       USGS
 BJ5079
 BJ5079                          STATION DESCRIPTION
 BJ5079
 BJ5079'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ5079'BATON ROUGE, E. EDGE OF.  26 FT S. AND 77 FT W. OF CENTERLINES BYPASS
 BJ5079'HWYS. 61 AND 190 /AIRLINE HWY./- 26 FT S. AND 58 FT W. OF CENTERLINE
 BJ5079'OF HANKS DRIVE AT CENTER W. LANE OF DOUBLE HWY., IN THE NE. CORNER OF
 BJ5079'FUSONS TOURIST COURT.  4 FT S. AND 1 FT E. OF POWER POLE.  IN CONCRETE
 BJ5079'POST, STANDARD TABLET STAMPED---TT 27 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4705 ***********************************************************************
 BJ4705  DESIGNATION -  TT2WM ET
 BJ4705  PID         -  BJ4705
 BJ4705  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4705  USGS QUAD   -  JACKSON (1994)
 BJ4705
 BJ4705                         *CURRENT SURVEY CONTROL
 BJ4705  ___________________________________________________________________
 BJ4705* NAD 83(1992)-  30 47 28.24673(N)    091 07 51.60932(W)     ADJUSTED  
 BJ4705* NAVD 88     -        50.41   (+/-2cm)     165.4    (feet)  VERTCON   
 BJ4705  ___________________________________________________________________
 BJ4705  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BJ4705  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4705
 BJ4705  HORZ ORDER  -  THIRD
 BJ4705  VERT ORDER  -  THIRD ? (See Below)
 BJ4705
 BJ4705.The horizontal coordinates were established by classical geodetic methods
 BJ4705.and adjusted by the National Geodetic Survey in May 1994..
 BJ4705
 BJ4705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4705.The vertical order pertains to the NGVD 29 superseded value.
 BJ4705
 BJ4705.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4705
 BJ4705.The geoid height was determined by GEOID03.
 BJ4705
 BJ4705;                    North         East     Units Scale Factor Converg.
 BJ4705;SPC LA S     -   253,989.266 1,019,365.818   MT  1.00002066   +0 06 04.2
 BJ4705;SPC LA S     -   833,296.45  3,344,369.35   sFT  1.00002066   +0 06 04.2
 BJ4705;UTM  15      - 3,407,953.194   678,828.650   MT  0.99999450   +0 57 25.2
 BJ4705
 BJ4705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4705!SPC LA S     -   0.99999637  x   1.00002066  =   1.00001703
 BJ4705!UTM  15      -   0.99999637  x   0.99999450  =   0.99999087
 BJ4705
 BJ4705                          SUPERSEDED SURVEY CONTROL
 BJ4705
 BJ4705  NAD 83(1992)-  30 47 28.24701(N)    091 07 51.60934(W) AD(       ) 3
 BJ4705  NAD 83(1986)-  30 47 28.26233(N)    091 07 51.60483(W) AD(       ) 3
 BJ4705  NAD 27      -  30 47 27.61076(N)    091 07 51.22595(W) AD(       ) 3
 BJ4705  NGVD 29 (07/19/86)   50.37   (m)          165.3    (f) LEVELING    3  
 BJ4705
 BJ4705.Superseded values are not recommended for survey control.
 BJ4705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4705.See file dsdata.txt to determine how the superseded data were derived.
 BJ4705
 BJ4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7882907953(NAD 83)
 BJ4705_MARKER: DE = TRAVERSE STATION DISK
 BJ4705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4705+STABILITY: SURFACE MOTION
 BJ4705
 BJ4705  HISTORY     - Date     Condition        Report By
 BJ4705  HISTORY     - 1952     MONUMENTED       USGS
 BJ4705
 BJ4705                          STATION DESCRIPTION
 BJ4705
 BJ4705'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4705'ETHEL, AT N. EDGE OF.  123 FT SW. OF SW. CORNER OF BURLINGAME STORE.
 BJ4705'152 FT NW. OF NW. CORNER W.T. HALL AND SONS GARAGE.  280 FT N. AND 60
 BJ4705'FT W. OF CENTER OF JUNCTION OF STATE HWY. 19 AND STATE HWY. 305 W.
 BJ4705'5 FT NE. OF POWER POLE.  IN CONCRETE POST.  STANDARD TABLET STAMPED--
 BJ4705'-TT 2 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4826 ***********************************************************************
 BJ4826  DESIGNATION -  TT3WM ET
 BJ4826  PID         -  BJ4826
 BJ4826  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4826  USGS QUAD   -  ZACHARY (1980)
 BJ4826
 BJ4826                         *CURRENT SURVEY CONTROL
 BJ4826  ___________________________________________________________________
 BJ4826* NAD 83(1992)-  30 41 46.22923(N)    091 07 43.96332(W)     ADJUSTED  
 BJ4826* NAVD 88     -        36.03   (+/-2cm)     118.2    (feet)  VERTCON   
 BJ4826  ___________________________________________________________________
 BJ4826  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4826  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ4826
 BJ4826  HORZ ORDER  -  THIRD
 BJ4826  VERT ORDER  -  THIRD ? (See Below)
 BJ4826
 BJ4826.The horizontal coordinates were established by classical geodetic methods
 BJ4826.and adjusted by the National Geodetic Survey in January 1993..
 BJ4826
 BJ4826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4826.The vertical order pertains to the NGVD 29 superseded value.
 BJ4826
 BJ4826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4826
 BJ4826.The geoid height was determined by GEOID03.
 BJ4826
 BJ4826;                    North         East     Units Scale Factor Converg.
 BJ4826;SPC LA S     -   243,456.821 1,019,587.896   MT  0.99999919   +0 06 08.0
 BJ4826;SPC LA S     -   798,741.25  3,345,097.96   sFT  0.99999919   +0 06 08.0
 BJ4826;UTM  15      - 3,397,425.383   679,207.776   MT  0.99999619   +0 57 19.6
 BJ4826
 BJ4826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4826!SPC LA S     -   0.99999863  x   0.99999919  =   0.99999782
 BJ4826!UTM  15      -   0.99999863  x   0.99999619  =   0.99999482
 BJ4826
 BJ4826                          SUPERSEDED SURVEY CONTROL
 BJ4826
 BJ4826  NAD 83(1986)-  30 41 46.24516(N)    091 07 43.95963(W) AD(       ) 3
 BJ4826  NAD 27      -  30 41 45.58768(N)    091 07 43.58410(W) AD(       ) 3
 BJ4826  NGVD 29 (07/19/86)   36.03   (m)          118.2    (f) LEVELING    3  
 BJ4826
 BJ4826.Superseded values are not recommended for survey control.
 BJ4826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4826.See file dsdata.txt to determine how the superseded data were derived.
 BJ4826
 BJ4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7920897425(NAD 83)
 BJ4826
 BJ4826  HISTORY     - Date     Condition        Report By
 BJ4826  HISTORY     - UNK      MONUMENTED
 BJ4826  HISTORY     - 1965     SEE DESCRIPTION  USGS
 BJ4826
 BJ4826                          STATION DESCRIPTION
 BJ4826
 BJ4826'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BJ4826'MARK RESET.  HORIZONTAL POSITION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4440 ***********************************************************************
 BJ4440  DESIGNATION -  TT44T ET
 BJ4440  PID         -  BJ4440
 BJ4440  STATE/COUNTY-  LA/ASCENSION
 BJ4440  USGS QUAD   -  SORRENTO (1980)
 BJ4440
 BJ4440                         *CURRENT SURVEY CONTROL
 BJ4440  ___________________________________________________________________
 BJ4440* NAD 83(1992)-  30 14 38.20741(N)    090 47 33.41768(W)     ADJUSTED  
 BJ4440* NAVD 88     -         1.64   (+/-2cm)       5.4  **(feet)  VERTCON   
 BJ4440  **This station is located in a subsidence area (see below).
 BJ4440  ___________________________________________________________________
 BJ4440  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ4440  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ4440
 BJ4440  HORZ ORDER  -  THIRD
 BJ4440  VERT ORDER  -  THIRD ? (See Below)
 BJ4440
 BJ4440.The horizontal coordinates were established by classical geodetic methods
 BJ4440.and adjusted by the National Geodetic Survey in January 1993..
 BJ4440
 BJ4440 ** The orthometric height has not been validated since last determined
 BJ4440 ** by differential leveling and should not be used for control purposes.
 BJ4440 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4440 ** area with valid NAVD 88 orthometric heights.
 BJ4440 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4440 ** epoch indicated which incorporates improved geoid heights for the
 BJ4440 ** Southern Louisiana Subsidence area.
 BJ4440 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4440.The vertical order pertains to the NGVD 29 superseded value.
 BJ4440
 BJ4440.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4440
 BJ4440.The geoid height was determined by GEOID03.
 BJ4440
 BJ4440;                    North         East     Units Scale Factor Converg.
 BJ4440;SPC LA S     -   193,429.836 1,052,040.136   MT  0.99993471   +0 16 13.3
 BJ4440;SPC LA S     -   634,611.05  3,451,568.35   sFT  0.99993471   +0 16 13.3
 BJ4440;UTM  15      - 3,347,878.555   712,400.518   MT  1.00015661   +1 06 44.1
 BJ4440
 BJ4440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4440!SPC LA S     -   1.00000395  x   0.99993471  =   0.99993866
 BJ4440!UTM  15      -   1.00000395  x   1.00015661  =   1.00016056
 BJ4440
 BJ4440                          SUPERSEDED SURVEY CONTROL
 BJ4440
 BJ4440  NAD 83(1986)-  30 14 38.22462(N)    090 47 33.41800(W) AD(       ) 4
 BJ4440  NAD 27      -  30 14 37.51897(N)    090 47 33.07689(W) AD(       ) 3
 BJ4440  NGVD 29 (07/19/86)    1.69   (m)            5.5    (f) LEVELING    3  
 BJ4440
 BJ4440.Superseded values are not recommended for survey control.
 BJ4440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4440.See file dsdata.txt to determine how the superseded data were derived.
 BJ4440
 BJ4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1240147879(NAD 83)
 BJ4440_MARKER: DE = TRAVERSE STATION DISK
 BJ4440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4440_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4440+STABILITY: SURFACE MOTION
 BJ4440
 BJ4440  HISTORY     - Date     Condition        Report By
 BJ4440  HISTORY     - 1932     MONUMENTED       USGS
 BJ4440
 BJ4440                          STATION DESCRIPTION
 BJ4440
 BJ4440'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 BJ4440'ACY POST OFFICE, 3.0 MI E. AND N. OF.  ALONG HWY. 160, ABOUT 1000 FT
 BJ4440'N. OF QUARTER COR. BETWEEN SECS. 22 AND 27, T. 9 S., R. 4 E., ABOUT
 BJ4440'100 FT SE. OF HOUSE, 48 FT WNW. OF HIGHWAY, 11.5 FT SSW. OF PRIVATE
 BJ4440'DRIVE IN CONCRETE POST.  STANDARD TABLET STAMPED---TT 44 T 1932---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4452 ***********************************************************************
 BJ4452  DESIGNATION -  TT46T ET
 BJ4452  PID         -  BJ4452
 BJ4452  STATE/COUNTY-  LA/ASCENSION
 BJ4452  USGS QUAD   -  SORRENTO (1980)
 BJ4452
 BJ4452                         *CURRENT SURVEY CONTROL
 BJ4452  ___________________________________________________________________
 BJ4452* NAD 83(1992)-  30 11 26.30600(N)    090 51 16.92386(W)     ADJUSTED  
 BJ4452* NAVD 88     -         1.47   (+/-2cm)       4.8  **(feet)  VERTCON   
 BJ4452  **This station is located in a subsidence area (see below).
 BJ4452  ___________________________________________________________________
 BJ4452  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4452  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BJ4452
 BJ4452  HORZ ORDER  -  THIRD
 BJ4452  VERT ORDER  -  THIRD ? (See Below)
 BJ4452
 BJ4452.The horizontal coordinates were established by classical geodetic methods
 BJ4452.and adjusted by the National Geodetic Survey in January 1993..
 BJ4452
 BJ4452 ** The orthometric height has not been validated since last determined
 BJ4452 ** by differential leveling and should not be used for control purposes.
 BJ4452 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4452 ** area with valid NAVD 88 orthometric heights.
 BJ4452 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4452 ** epoch indicated which incorporates improved geoid heights for the
 BJ4452 ** Southern Louisiana Subsidence area.
 BJ4452 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4452.The vertical order pertains to the NGVD 29 superseded value.
 BJ4452
 BJ4452.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4452
 BJ4452.The geoid height was determined by GEOID03.
 BJ4452
 BJ4452;                    North         East     Units Scale Factor Converg.
 BJ4452;SPC LA S     -   187,494.417 1,046,089.617   MT  0.99993121   +0 14 21.6
 BJ4452;SPC LA S     -   615,137.93  3,432,045.69   sFT  0.99993121   +0 14 21.6
 BJ4452;UTM  15      - 3,341,855.193   706,536.522   MT  1.00012630   +1 04 45.1
 BJ4452
 BJ4452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4452!SPC LA S     -   1.00000397  x   0.99993121  =   0.99993518
 BJ4452!UTM  15      -   1.00000397  x   1.00012630  =   1.00013027
 BJ4452
 BJ4452                          SUPERSEDED SURVEY CONTROL
 BJ4452
 BJ4452  NAD 83(1986)-  30 11 26.32297(N)    090 51 16.92403(W) AD(       ) 4
 BJ4452  NAD 27      -  30 11 25.61250(N)    090 51 16.57755(W) AD(       ) 3
 BJ4452  NGVD 29 (07/19/86)    1.53   (m)            5.0    (f) LEVELING    3  
 BJ4452
 BJ4452.Superseded values are not recommended for survey control.
 BJ4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4452.See file dsdata.txt to determine how the superseded data were derived.
 BJ4452
 BJ4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0653741855(NAD 83)
 BJ4452_MARKER: DE = TRAVERSE STATION DISK
 BJ4452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4452+STABILITY: SURFACE MOTION
 BJ4452
 BJ4452  HISTORY     - Date     Condition        Report By
 BJ4452  HISTORY     - 1961     MONUMENTED       USGS
 BJ4452
 BJ4452                          STATION DESCRIPTION
 BJ4452
 BJ4452'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BJ4452'SORRENTO, AT, 73 FT S. AND 33 FT W. OF INTERSECTION OF S. (E. BOUND)
 BJ4452'SECTION OF THE 4 - LANE DIVIDED AIRLINE HIGHWAY (U.S. HWY. 61) AND LA.
 BJ4452'HWY. 22, MEASURED PARALLEL AND PERPENDICULAR WITH HWY. 22, 15 FT S. OF
 BJ4452'POWER LINE POLE, AND 7 FT W. OF A DRAINAGE DITCH, IN CONCRETE POST.
 BJ4452'STANDARD TABLET STAMPED---TT 46 T RESET 1961---.
 BJ4452'POSITION LOST WHEN RESET 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4734 ***********************************************************************
 BJ4734  DESIGNATION -  TT6WM ET
 BJ4734  PID         -  BJ4734
 BJ4734  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4734  USGS QUAD   -  FRED (1980)
 BJ4734
 BJ4734                         *CURRENT SURVEY CONTROL
 BJ4734  ___________________________________________________________________
 BJ4734* NAD 83(1992)-  30 37 35.66157(N)    091 06 43.18242(W)     ADJUSTED  
 BJ4734* NAVD 88     -        24.21   (+/-2cm)      79.4    (feet)  VERTCON   
 BJ4734  ___________________________________________________________________
 BJ4734  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4734  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4734
 BJ4734  HORZ ORDER  -  THIRD
 BJ4734  VERT ORDER  -  THIRD ? (See Below)
 BJ4734
 BJ4734.The horizontal coordinates were established by classical geodetic methods
 BJ4734.and adjusted by the National Geodetic Survey in January 1993..
 BJ4734
 BJ4734.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4734.The vertical order pertains to the NGVD 29 superseded value.
 BJ4734
 BJ4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4734
 BJ4734.The geoid height was determined by GEOID03.
 BJ4734
 BJ4734;                    North         East     Units Scale Factor Converg.
 BJ4734;SPC LA S     -   235,743.555 1,021,220.340   MT  0.99998521   +0 06 38.4
 BJ4734;SPC LA S     -   773,435.31  3,350,453.73   sFT  0.99998521   +0 06 38.4
 BJ4734;UTM  15      - 3,389,737.192   680,954.789   MT  1.00000395   +0 57 43.5
 BJ4734
 BJ4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4734!SPC LA S     -   1.00000048  x   0.99998521  =   0.99998569
 BJ4734!UTM  15      -   1.00000048  x   1.00000395  =   1.00000443
 BJ4734
 BJ4734:                Primary Azimuth Mark                     Grid Az
 BJ4734:SPC LA S     -  185 STA                                  013 01 07.0
 BJ4734:UTM  15      -  185 STA                                  012 10 01.9
 BJ4734
 BJ4734|---------------------------------------------------------------------|
 BJ4734| PID    Reference Object                     Distance      Geod. Az  |
 BJ4734|                                                           dddmmss.s |
 BJ4734| BJ4733 185 STA                             APPROX. 1.0 KM 0130745.4 |
 BJ4734|---------------------------------------------------------------------|
 BJ4734
 BJ4734                          SUPERSEDED SURVEY CONTROL
 BJ4734
 BJ4734  NAD 83(1986)-  30 37 35.67831(N)    091 06 43.17920(W) AD(       ) 3
 BJ4734  NAD 27      -  30 37 35.01937(N)    091 06 42.80515(W) AD(       ) 3
 BJ4734  NGVD 29 (07/19/86)   24.21   (m)           79.4    (f) LEVELING    3  
 BJ4734
 BJ4734.Superseded values are not recommended for survey control.
 BJ4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4734.See file dsdata.txt to determine how the superseded data were derived.
 BJ4734
 BJ4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8095589737(NAD 83)
 BJ4734
 BJ4734  HISTORY     - Date     Condition        Report By
 BJ4734  HISTORY     - UNK      MONUMENTED
 BJ4734  HISTORY     - 1965     MARK NOT FOUND   USGS
 BJ4734
 BJ4734                          STATION DESCRIPTION
 BJ4734
 BJ4734'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (JHT)
 BJ4734'ZACHARY, 3.O MI E. AND 1.6 MI S. OF.  1.6 MI S. OF FRED.  2.0 MI N. OF
 BJ4734'SHADY GROVE CHURCH AND CEMETERY.  105 FT NW. OF NW. CORNER OF HOUSE.
 BJ4734'72 FT E. OF CENTERLINE U.S. HWY. 67.  2 FT W. OF POWER POLE.  IN
 BJ4734'CONCRETE POST.  STANDARD TABLET STAMPED---TT 6 WM 1952---.TOP OF POST
 BJ4734'AND TABLET GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4746 ***********************************************************************
 BJ4746  DESIGNATION -  TT7WM ET
 BJ4746  PID         -  BJ4746
 BJ4746  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4746  USGS QUAD   -  COMITE (1996)
 BJ4746
 BJ4746                         *CURRENT SURVEY CONTROL
 BJ4746  ___________________________________________________________________
 BJ4746* NAD 83(1992)-  30 35 49.61685(N)    091 07 17.61668(W)     ADJUSTED  
 BJ4746* NAVD 88     -        21.84   (+/-2cm)      71.7    (feet)  VERTCON   
 BJ4746  ___________________________________________________________________
 BJ4746  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BJ4746  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ4746
 BJ4746  HORZ ORDER  -  THIRD
 BJ4746  VERT ORDER  -  THIRD ? (See Below)
 BJ4746
 BJ4746.The horizontal coordinates were established by classical geodetic methods
 BJ4746.and adjusted by the National Geodetic Survey in January 1993..
 BJ4746
 BJ4746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4746.The vertical order pertains to the NGVD 29 superseded value.
 BJ4746
 BJ4746.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4746
 BJ4746.The geoid height was determined by GEOID03.
 BJ4746
 BJ4746;                    North         East     Units Scale Factor Converg.
 BJ4746;SPC LA S     -   232,476.214 1,020,309.345   MT  0.99997973   +0 06 21.2
 BJ4746;SPC LA S     -   762,715.71  3,347,464.91   sFT  0.99997973   +0 06 21.2
 BJ4746;UTM  15      - 3,386,456.617   680,092.403   MT  1.00000011   +0 57 23.0
 BJ4746
 BJ4746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4746!SPC LA S     -   1.00000085  x   0.99997973  =   0.99998058
 BJ4746!UTM  15      -   1.00000085  x   1.00000011  =   1.00000096
 BJ4746
 BJ4746                          SUPERSEDED SURVEY CONTROL
 BJ4746
 BJ4746  NAD 83(1986)-  30 35 49.63390(N)    091 07 17.61373(W) AD(       ) 3
 BJ4746  NAD 27      -  30 35 48.97350(N)    091 07 17.23792(W) AD(       ) 3
 BJ4746  NGVD 29 (07/19/86)   21.84   (m)           71.7    (f) LEVELING    3  
 BJ4746
 BJ4746.Superseded values are not recommended for survey control.
 BJ4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4746.See file dsdata.txt to determine how the superseded data were derived.
 BJ4746
 BJ4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8009286457(NAD 83)
 BJ4746_MARKER: DD = SURVEY DISK
 BJ4746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4746+STABILITY: SURFACE MOTION
 BJ4746
 BJ4746  HISTORY     - Date     Condition        Report By
 BJ4746  HISTORY     - 1952     MONUMENTED       USGS
 BJ4746
 BJ4746                          STATION DESCRIPTION
 BJ4746
 BJ4746'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4746'JUNCTION HWY. 67 WITH BATON ROUGE BYPASS HWYS. 61 AND 190.  6.3 MI
 BJ4746'N. OF.  172 FT N. AND 52 FT W. OF T - RD. E.  39 FT E. OF SE. CORNER
 BJ4746'OF SHADY GROVE CHURCH.  44 FT S. OF CENTERLINE DRIVE TO CHURCH, 52 FT
 BJ4746'W. OF CENTERLINE U.S. HWY. 67.  IN CONCRETE POST.  STANDARD TABLET
 BJ4746'STAMPED---TT 7 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4788 ***********************************************************************
 BJ4788  DESIGNATION -  TT8WM ET
 BJ4788  PID         -  BJ4788
 BJ4788  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4788  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ4788
 BJ4788                         *CURRENT SURVEY CONTROL
 BJ4788  ___________________________________________________________________
 BJ4788* NAD 83(1992)-  30 34 08.88603(N)    091 07 47.76027(W)     ADJUSTED  
 BJ4788* NAVD 88     -        21.47   (+/-2cm)      70.4    (feet)  VERTCON   
 BJ4788  ___________________________________________________________________
 BJ4788  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4788  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4788
 BJ4788  HORZ ORDER  -  THIRD
 BJ4788  VERT ORDER  -  THIRD ? (See Below)
 BJ4788
 BJ4788.The horizontal coordinates were established by classical geodetic methods
 BJ4788.and adjusted by the National Geodetic Survey in January 1993..
 BJ4788
 BJ4788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4788.The vertical order pertains to the NGVD 29 superseded value.
 BJ4788
 BJ4788.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4788
 BJ4788.The geoid height was determined by GEOID03.
 BJ4788
 BJ4788;                    North         East     Units Scale Factor Converg.
 BJ4788;SPC LA S     -   229,372.820 1,019,511.849   MT  0.99997478   +0 06 06.1
 BJ4788;SPC LA S     -   752,533.99  3,344,848.46   sFT  0.99997478   +0 06 06.1
 BJ4788;UTM  15      - 3,383,341.667   679,341.019   MT  0.99999679   +0 57 04.8
 BJ4788
 BJ4788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4788!SPC LA S     -   1.00000090  x   0.99997478  =   0.99997568
 BJ4788!UTM  15      -   1.00000090  x   0.99999679  =   0.99999769
 BJ4788
 BJ4788:                Primary Azimuth Mark                     Grid Az
 BJ4788:SPC LA S     -  165 STA                                  195 18 17.4
 BJ4788:UTM  15      -  165 STA                                  194 27 18.7
 BJ4788
 BJ4788|---------------------------------------------------------------------|
 BJ4788| PID    Reference Object                     Distance      Geod. Az  |
 BJ4788|                                                           dddmmss.s |
 BJ4788| BJ4790 165 STA                             APPROX. 1.1 KM 1952423.5 |
 BJ4788|---------------------------------------------------------------------|
 BJ4788
 BJ4788                          SUPERSEDED SURVEY CONTROL
 BJ4788
 BJ4788  NAD 83(1986)-  30 34 08.90346(N)    091 07 47.75759(W) AD(       ) 3
 BJ4788  NAD 27      -  30 34 08.24007(N)    091 07 47.38072(W) AD(       ) 3
 BJ4788  NGVD 29 (07/19/86)   21.47   (m)           70.4    (f) LEVELING    3  
 BJ4788
 BJ4788.Superseded values are not recommended for survey control.
 BJ4788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4788.See file dsdata.txt to determine how the superseded data were derived.
 BJ4788
 BJ4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7934183342(NAD 83)
 BJ4788_MARKER: DE = TRAVERSE STATION DISK
 BJ4788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4788+STABILITY: SURFACE MOTION
 BJ4788
 BJ4788  HISTORY     - Date     Condition        Report By
 BJ4788  HISTORY     - 1952     MONUMENTED       USGS
 BJ4788
 BJ4788                          STATION DESCRIPTION
 BJ4788
 BJ4788'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BJ4788'JUNCTION HWY. 67 WITH BATON ROUGE BYPASS HWYS. 61 AND 190, 4.3 MI N.
 BJ4788'OF.  2.0 MI S. OF SHADY GROVE CHURCH AND CEMETERY.  IN NW. CORNER OF
 BJ4788'YARD OF T. I. BUSTO.  14 FT S. AND 44 FT E. OF T - RD. E.  OPPOSITE
 BJ4788'MAILBOX OF J. T. WIGGINS, JR.  3 FT E. OF POLE NUMBER 101 AND DIRECTLY
 BJ4788'UNDER LEANING BRACE WIRE.  IN CONCRETE POST, STANDARD TABLET STAMPED--
 BJ4788'-TT 8 WM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0044 ***********************************************************************
 BX0044  DESIGNATION -  TTS 11 C USGS
 BX0044  PID         -  BX0044
 BX0044  STATE/COUNTY-  LA/GRANT
 BX0044  USGS QUAD   -  MUDVILLE (1985)
 BX0044
 BX0044                         *CURRENT SURVEY CONTROL
 BX0044  ___________________________________________________________________
 BX0044* NAD 83(1986)-  31 41 14.     (N)    092 25 00.     (W)     SCALED    
 BX0044* NAVD 88     -        44.63   (+/-2cm)     146.4    (feet)  VERTCON   
 BX0044  ___________________________________________________________________
 BX0044  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BX0044
 BX0044  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0044
 BX0044.The horizontal coordinates were scaled from a topographic map and have
 BX0044.an estimated accuracy of +/- 6 seconds.
 BX0044
 BX0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0044.The vertical order pertains to the NGVD 29 superseded value.
 BX0044
 BX0044.The geoid height was determined by GEOID03.
 BX0044
 BX0044;                    North         East    Units  Estimated Accuracy
 BX0044;SPC LA N     -   131,640.    1,007,900.      MT  (+/- 180 meters Scaled)
 BX0044
 BX0044                          SUPERSEDED SURVEY CONTROL
 BX0044
 BX0044  NGVD 29 (??/??/??)   44.636  (m)          146.44   (f) ADJUSTED    1 2
 BX0044
 BX0044.Superseded values are not recommended for survey control.
 BX0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0044.See file dsdata.txt to determine how the superseded data were derived.
 BX0044
 BX0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR552059(NAD 83)
 BX0044_MARKER: DD = SURVEY DISK
 BX0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0044_STAMPING: TT 11 C 1933
 BX0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0044+STABILITY: SURFACE MOTION
 BX0044
 BX0044  HISTORY     - Date     Condition        Report By
 BX0044  HISTORY     - 1933     MONUMENTED       USGS
 BX0044  HISTORY     - 1965     GOOD             CGS
 BX0044
 BX0044                          STATION DESCRIPTION
 BX0044
 BX0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0044'6.15 MI SW FROM GEORGETOWN.
 BX0044'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0044'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST
 BX0044'ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165,
 BX0044'THENCE 1.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 12, T 8
 BX0044'N, R 1 W, ON THE CREST OF A HILL, 80 FEET NORTH OF THE CENTER OF THE
 BX0044'JUNCTION OF A GRAVELED ROAD LEADING EAST, 30 FEET NORTHWEST OF THE
 BX0044'CENTER LINE OF THE ROAD, 18 FEET SOUTHEAST OF A FENCE, 1.4 FEET
 BX0044'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BX0044'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2080 ***********************************************************************
 CQ2080  DESIGNATION -  TTS 125 LS
 CQ2080  PID         -  CQ2080
 CQ2080  STATE/COUNTY-  LA/BOSSIER
 CQ2080  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2080
 CQ2080                         *CURRENT SURVEY CONTROL
 CQ2080  ___________________________________________________________________
 CQ2080* NAD 83(1986)-  32 30 57.     (N)    093 43 14.     (W)     SCALED    
 CQ2080* NAVD 88     -        52.91   (+/-2cm)     173.6    (feet)  VERTCON   
 CQ2080  ___________________________________________________________________
 CQ2080  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ2080
 CQ2080  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ2080
 CQ2080.The horizontal coordinates were scaled from a topographic map and have
 CQ2080.an estimated accuracy of +/- 6 seconds.
 CQ2080
 CQ2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2080.The vertical order pertains to the NGVD 29 superseded value.
 CQ2080
 CQ2080.The geoid height was determined by GEOID03.
 CQ2080
 CQ2080;                    North         East    Units  Estimated Accuracy
 CQ2080;SPC LA N     -   224,160.      885,320.      MT  (+/- 180 meters Scaled)
 CQ2080
 CQ2080                          SUPERSEDED SURVEY CONTROL
 CQ2080
 CQ2080  NGVD 29 (??/??/??)   52.980  (m)          173.82   (f) ADJUSTED    1 2
 CQ2080
 CQ2080.Superseded values are not recommended for survey control.
 CQ2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2080.See file dsdata.txt to determine how the superseded data were derived.
 CQ2080
 CQ2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR323978(NAD 83)
 CQ2080_MARKER: DD = SURVEY DISK
 CQ2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2080_STAMPING: TT STA 125 1932
 CQ2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2080+STABILITY: SURFACE MOTION
 CQ2080
 CQ2080  HISTORY     - Date     Condition        Report By
 CQ2080  HISTORY     - 1932     MONUMENTED       USGS
 CQ2080  HISTORY     - 1945     GOOD             CGS
 CQ2080  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2080
 CQ2080                          STATION DESCRIPTION
 CQ2080
 CQ2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CQ2080'IN BOSSIER CITY.
 CQ2080'AT THE SOUTHEAST EDGE OF BOSSIER CITY, BOSSIER PARISH, ON THE
 CQ2080'LOUISIANA AND ARKANSAS RAILWAY, AT THE CROSSING OF U.S. HIGHWAY 71, 58
 CQ2080'FEET WEST OF THE WEST RAIL OF THE TRACK, 30.5 FEET SOUTH OF THE
 CQ2080'CENTERLINE OF THE HIGHWAY, AT THE NORTHEAST CORNER OF THE ARKANSAS
 CQ2080'FUEL OIL CO. PROPERTY, 29 FEET NORTH OF THE WOVEN-WIRE FENCE CORNER,
 CQ2080'AND 0.5 FOOT BELOW THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 CQ2080'STANDARD DISK, STAMPED TT STA 125 1932 AND SET IN THE TOP OF A
 CQ2080'CONCRETE POST.
 CQ2080
 CQ2080                          STATION RECOVERY (1969)
 CQ2080
 CQ2080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1091 ***********************************************************************
 CQ1091  DESIGNATION -  TTS 24 B USGS
 CQ1091  PID         -  CQ1091
 CQ1091  STATE/COUNTY-  LA/UNION
 CQ1091  USGS QUAD   -  LILLIE (1985)
 CQ1091
 CQ1091                         *CURRENT SURVEY CONTROL
 CQ1091  ___________________________________________________________________
 CQ1091* NAD 83(1986)-  32 57 05.     (N)    092 39 52.     (W)     SCALED    
 CQ1091* NAVD 88     -        35.751  (meters)     117.29   (feet)  ADJUSTED  
 CQ1091  ___________________________________________________________________
 CQ1091  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1091  DYNAMIC HT  -          35.712 (meters)     117.17  (feet)  COMP
 CQ1091  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 CQ1091
 CQ1091  VERT ORDER  -  SECOND    CLASS 0
 CQ1091
 CQ1091.The horizontal coordinates were scaled from a topographic map and have
 CQ1091.an estimated accuracy of +/- 6 seconds.
 CQ1091
 CQ1091.The orthometric height was determined by differential leveling
 CQ1091.and adjusted by the National Geodetic Survey in June 1991..
 CQ1091
 CQ1091.The geoid height was determined by GEOID03.
 CQ1091
 CQ1091.The dynamic height is computed by dividing the NAVD 88
 CQ1091.geopotential number by the normal gravity value computed on the
 CQ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1091.degrees latitude (g = 980.6199 gals.).
 CQ1091
 CQ1091.The modeled gravity was interpolated from observed gravity values.
 CQ1091
 CQ1091;                    North         East    Units  Estimated Accuracy
 CQ1091;SPC LA N     -   271,830.      984,620.      MT  (+/- 180 meters Scaled)
 CQ1091
 CQ1091                          SUPERSEDED SURVEY CONTROL
 CQ1091
 CQ1091  NGVD 29 (??/??/??)   35.875  (m)          117.70   (f) ADJUSTED    2 0
 CQ1091
 CQ1091.Superseded values are not recommended for survey control.
 CQ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1091.See file dsdata.txt to determine how the superseded data were derived.
 CQ1091
 CQ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS313459(NAD 83)
 CQ1091_MARKER: DD = SURVEY DISK
 CQ1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1091_STAMPING: T.T. 24B 1934
 CQ1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1091+STABILITY: SURFACE MOTION
 CQ1091
 CQ1091  HISTORY     - Date     Condition        Report By
 CQ1091  HISTORY     - 1934     MONUMENTED       USGS
 CQ1091  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1091
 CQ1091                          STATION DESCRIPTION
 CQ1091
 CQ1091'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1091'5.5 MI S FROM JUNCTION CITY.
 CQ1091'IN UNION PARISH, LOUISIANA, ABOUT 5.5 MILES SOUTH ALONG THE CHICAGO,
 CQ1091'ROCK ISLAND AND PACIFIC RAILWAY FROM JUNCTION CITY, UNION COUNTY,
 CQ1091'ARKANSAS, ABOUT 121 YARDS SOUTHWEST OF RAILROAD BRIDGE 122.1, ABOUT
 CQ1091'160 FEET WEST OF THE CENTER LINE OF THE TRACK, ABOUT 60 FEET WEST OF
 CQ1091'THE CENTER LINE OF U.S. HIGHWAY 167, ABOUT 20 FEET NORTH OF THE CENTER
 CQ1091'LINE OF A SIDE ROAD LEADING WEST FROM THE HIGHWAY, AND IN A CORNER OF
 CQ1091'THE HIGHWAY RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 CQ1091'STANDARD DISK, STAMPED T.T. 24 B 1934 AND SET IN THE TOP OF A CONCRETE
 CQ1091'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0007 ***********************************************************************
 BX0007  DESIGNATION -  TTS 3 C USGS
 BX0007  PID         -  BX0007
 BX0007  STATE/COUNTY-  LA/GRANT
 BX0007  USGS QUAD   -  POLLOCK (1985)
 BX0007
 BX0007                         *CURRENT SURVEY CONTROL
 BX0007  ___________________________________________________________________
 BX0007* NAD 83(1986)-  31 31 35.     (N)    092 24 27.     (W)     SCALED    
 BX0007* NAVD 88     -        39.25   (+/-2cm)     128.8    (feet)  VERTCON   
 BX0007  ___________________________________________________________________
 BX0007  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX0007
 BX0007  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0007
 BX0007.The horizontal coordinates were scaled from a topographic map and have
 BX0007.an estimated accuracy of +/- 6 seconds.
 BX0007
 BX0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0007.The vertical order pertains to the NGVD 29 superseded value.
 BX0007
 BX0007.The geoid height was determined by GEOID03.
 BX0007
 BX0007;                    North         East    Units  Estimated Accuracy
 BX0007;SPC LA N     -   113,810.    1,008,790.      MT  (+/- 180 meters Scaled)
 BX0007
 BX0007                          SUPERSEDED SURVEY CONTROL
 BX0007
 BX0007  NGVD 29 (??/??/??)   39.237  (m)          128.73   (f) ADJUSTED    1 2
 BX0007
 BX0007.Superseded values are not recommended for survey control.
 BX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0007.See file dsdata.txt to determine how the superseded data were derived.
 BX0007
 BX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ562880(NAD 83)
 BX0007_MARKER: DD = SURVEY DISK
 BX0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0007_STAMPING: TT 3 C 1933
 BX0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0007+STABILITY: SURFACE MOTION
 BX0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0007+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BX0007
 BX0007  HISTORY     - Date     Condition        Report By
 BX0007  HISTORY     - 1933     MONUMENTED       USGS
 BX0007  HISTORY     - 1966     GOOD             CGS
 BX0007  HISTORY     - 20041116 GOOD             USPSQD
 BX0007
 BX0007                          STATION DESCRIPTION
 BX0007
 BX0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0007'IN POLLOCK.
 BX0007'AT POLLOCK, ABOUT 0.05 MILE NORTH OF THE POST OFFICE, IN SECTION 6, T
 BX0007'7 N, R 1 E, 49 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE POLLOCK
 BX0007'BAPTIST CHURCH, 28 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 165,
 BX0007'21 1/2 FEET SOUTH OF A 10-INCH PECAN TREE, 16 FEET SOUTHEAST OF A GAS
 BX0007'METER, 5 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, AT THE WEST EDGE OF A
 BX0007'SIDEWALK, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 BX0007'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BX0007
 BX0007                          STATION RECOVERY (2004)
 BX0007
 BX0007'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BX0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2008 ***********************************************************************
 BX2008  DESIGNATION -  TTS 32 N USGS
 BX2008  PID         -  BX2008
 BX2008  STATE/COUNTY-  LA/VERNON
 BX2008  USGS QUAD   -  NEW LLANO (1994)
 BX2008
 BX2008                         *CURRENT SURVEY CONTROL
 BX2008  ___________________________________________________________________
 BX2008* NAD 83(1986)-  31 01 45.     (N)    093 16 10.     (W)     SCALED    
 BX2008* NAVD 88     -        67.64   (+/-2cm)     221.9    (feet)  VERTCON   
 BX2008  ___________________________________________________________________
 BX2008  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BX2008
 BX2008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2008
 BX2008.The horizontal coordinates were scaled from a topographic map and have
 BX2008.an estimated accuracy of +/- 6 seconds.
 BX2008
 BX2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2008.The vertical order pertains to the NGVD 29 superseded value.
 BX2008
 BX2008.The geoid height was determined by GEOID03.
 BX2008
 BX2008;                    North         East    Units  Estimated Accuracy
 BX2008;SPC LA N     -    58,930.      926,540.      MT  (+/- 180 meters Scaled)
 BX2008
 BX2008                          SUPERSEDED SURVEY CONTROL
 BX2008
 BX2008  NGVD 29 (??/??/??)   67.771  (m)          222.35   (f) ADJUSTED    2 0
 BX2008
 BX2008.Superseded values are not recommended for survey control.
 BX2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2008.See file dsdata.txt to determine how the superseded data were derived.
 BX2008
 BX2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ742328(NAD 83)
 BX2008_MARKER: DD = SURVEY DISK
 BX2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2008_STAMPING: TT 32 N 1934
 BX2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2008+STABILITY: SURFACE MOTION
 BX2008
 BX2008  HISTORY     - Date     Condition        Report By
 BX2008  HISTORY     - 1934     MONUMENTED       USGS
 BX2008  HISTORY     - 1941     GOOD             CGS
 BX2008  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX2008  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2008
 BX2008                          STATION DESCRIPTION
 BX2008
 BX2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 BX2008'7.6 MI S FROM LEESVILLE.
 BX2008'7.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2008'STATION AT LEESVILLE, VERNON PARISH, OPPOSITE MILEPOST 676, AT A ROAD
 BX2008'CROSSING, 80 YARDS WEST OF THE CENTERLINE OF THE TRACK, 23 FEET SOUTH
 BX2008'OF THE CENTERLINE OF THE ROAD, AND 42 FEET EAST OF THE CENTERLINE OF
 BX2008'U. S. HIGHWAY 171.  A STANDARD DISK, STAMPED TT 32 N 1934 AND SET IN
 BX2008'THE TOP OF A CONCRETE POST.
 BX2008
 BX2008                          STATION RECOVERY (1994)
 BX2008
 BX2008'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX2008'MARK NOT FOUND.
 BX2008
 BX2008                          STATION RECOVERY (2001)
 BX2008
 BX2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1864 ***********************************************************************
 BX1864  DESIGNATION -  TTS 33 TX USGS
 BX1864  PID         -  BX1864
 BX1864  STATE/COUNTY-  LA/DE SOTO
 BX1864  USGS QUAD   -  EVELYN (1992)
 BX1864
 BX1864                         *CURRENT SURVEY CONTROL
 BX1864  ___________________________________________________________________
 BX1864* NAD 83(1986)-  31 59 17.     (N)    093 26 35.     (W)     SCALED    
 BX1864* NAVD 88     -        39.34   (+/-2cm)     129.1    (feet)  VERTCON   
 BX1864  ___________________________________________________________________
 BX1864  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BX1864
 BX1864  VERT ORDER  -  ? (See Below)
 BX1864
 BX1864.The horizontal coordinates were scaled from a topographic map and have
 BX1864.an estimated accuracy of +/- 6 seconds.
 BX1864
 BX1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1864.The vertical order pertains to the NGVD 29 superseded value.
 BX1864
 BX1864.The geoid height was determined by GEOID03.
 BX1864
 BX1864;                    North         East    Units  Estimated Accuracy
 BX1864;SPC LA N     -   165,380.      910,890.      MT  (+/- 180 meters Scaled)
 BX1864
 BX1864                          SUPERSEDED SURVEY CONTROL
 BX1864
 BX1864  NGVD 29 (??/??/??)   39.398  (m)          129.26   (f) ADJUSTED    ?  
 BX1864
 BX1864.Superseded values are not recommended for survey control.
 BX1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1864.See file dsdata.txt to determine how the superseded data were derived.
 BX1864
 BX1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR581391(NAD 83)
 BX1864_MARKER: DD = SURVEY DISK
 BX1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1864_STAMPING: T T 33 TX
 BX1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1864+STABILITY: SURFACE MOTION
 BX1864
 BX1864  HISTORY     - Date     Condition        Report By
 BX1864  HISTORY     - UNK      MONUMENTED       USGS
 BX1864  HISTORY     - 1938     GOOD             DOD
 BX1864  HISTORY     - 1969     MARK NOT FOUND   CGS
 BX1864
 BX1864                          STATION DESCRIPTION
 BX1864
 BX1864'DESCRIBED BY US DEPARTMENT OF DEFENSE 1938
 BX1864'IN EVELYN.
 BX1864'AT EVELYN, DE SOTO PARISH, IN THE NE 1/4 SEC. 36, T. 12 N., R. 11 W.,
 BX1864'600 FEET SOUTH OF THE HIGHWAY BRIDGE OVER BAYOU PIERRE RIVER, AND 60
 BX1864'FEET SOUTH OF A POINT 5 FEET EAST OF THE INTERSECTION OF U. S. HIGHWAY
 BX1864'84 WITH STATE HIGHWAY 419.  A STANDARD DISK, STAMPED T T 33 TX AND SET
 BX1864'IN THE TOP OF A CONCRETE POST.  NOTE-- THE ELEVATION OF THIS BENCH
 BX1864'MARK IS DERIVED FROM THE FIRST-ORDER LEVELING BY THE VICKSBURG
 BX1864'DISTRICT, CORPS OF ENGINEERS, U. S. ARMY, IN FEBRUARY 1938.
 BX1864
 BX1864                          STATION RECOVERY (1969)
 BX1864
 BX1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1723 ***********************************************************************
 BK1723  DESIGNATION -  TTS 37 B
 BK1723  PID         -  BK1723
 BK1723  STATE/COUNTY-  LA/CALCASIEU
 BK1723  USGS QUAD   -  VINTON (1994)
 BK1723
 BK1723                         *CURRENT SURVEY CONTROL
 BK1723  ___________________________________________________________________
 BK1723* NAD 83(1986)-  30 10 08.     (N)    093 37 15.     (W)     SCALED    
 BK1723* NAVD 88     -         3.948  (meters)      12.95   (feet)  ADJUSTED  
 BK1723  ___________________________________________________________________
 BK1723  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1723  DYNAMIC HT  -           3.943 (meters)      12.94  (feet)  COMP
 BK1723  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 BK1723
 BK1723  VERT ORDER  -  FIRST     CLASS I
 BK1723
 BK1723.The horizontal coordinates were scaled from a topographic map and have
 BK1723.an estimated accuracy of +/- 6 seconds.
 BK1723
 BK1723.The orthometric height was determined by differential leveling
 BK1723.and adjusted by the National Geodetic Survey in February 1994..
 BK1723.WARNING-Repeat measurements at this control monument indicate possible
 BK1723.vertical movement.
 BK1723
 BK1723.The geoid height was determined by GEOID03.
 BK1723
 BK1723.The dynamic height is computed by dividing the NAVD 88
 BK1723.geopotential number by the normal gravity value computed on the
 BK1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1723.degrees latitude (g = 980.6199 gals.).
 BK1723
 BK1723.The modeled gravity was interpolated from observed gravity values.
 BK1723
 BK1723;                    North         East    Units  Estimated Accuracy
 BK1723;SPC LA S     -   187,190.      779,690.      MT  (+/- 180 meters Scaled)
 BK1723
 BK1723                          SUPERSEDED SURVEY CONTROL
 BK1723
 BK1723  NAVD 88 (06/15/91)    3.946  (m)           12.95   (f) UNKNOWN     1 1
 BK1723  NGVD 29 (??/??/??)    3.890  (m)           12.76   (f) ADJUSTED    1 1
 BK1723
 BK1723.Superseded values are not recommended for survey control.
 BK1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1723.See file dsdata.txt to determine how the superseded data were derived.
 BK1723
 BK1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP402376(NAD 83)
 BK1723_MARKER: DD = SURVEY DISK
 BK1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1723_SP_SET: CONCRETE POST
 BK1723_STAMPING: TT STA 37 B 1932
 BK1723_MARK LOGO: USGS  
 BK1723_PROJECTION: PROJECTING 15 CENTIMETERS
 BK1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1723+STABILITY: SURFACE MOTION
 BK1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1723+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BK1723
 BK1723  HISTORY     - Date     Condition        Report By
 BK1723  HISTORY     - 1932     MONUMENTED       USGS
 BK1723  HISTORY     - 1972     GOOD             NGS
 BK1723  HISTORY     - 1981     GOOD             NGS
 BK1723  HISTORY     - 1986     GOOD             NGS
 BK1723  HISTORY     - 1988     GOOD             USPSQD
 BK1723  HISTORY     - 1988     GOOD             USPSQD
 BK1723  HISTORY     - 1989     GOOD             USPSQD
 BK1723  HISTORY     - 19970208 GOOD             USPSQD
 BK1723  HISTORY     - 20021112 GOOD             USPSQD
 BK1723  HISTORY     - 20041009 GOOD             USPSQD
 BK1723
 BK1723                          STATION DESCRIPTION
 BK1723
 BK1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1723'2.85 MI SW FROM VINTON.
 BK1723'ABOUT 2.85 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BK1723'THE MUNICIPAL BUILDING AT VINTON, 0.4 MILE SOUTHWEST OF MILEPOST 244,
 BK1723'179 1/2 FEET SOUTHEAST OF AND ACROSS U.S. HIGHWAY 90 FROM THE
 BK1723'SOUTHEAST RAIL, 44 1/2 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 BK1723'HIGHWAY 90, 24 FEET NORTHEAST OF A 20-INCH OAK TREE AT A T-FENCE
 BK1723'CORNER, 13 1/2 FEET SOUTHWEST OF A GATE AND A DIM TRACK ROAD, 2.2 FEET
 BK1723'SOUTHEAST OF A FENCE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST,
 BK1723'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 BK1723'CONCRETE POST PROJECTING 5 INCHES.  SEC 19, T 10 S, R 12 W.
 BK1723
 BK1723                          STATION RECOVERY (1981)
 BK1723
 BK1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1723'4.6 KILOMETERS (2.85 MILES) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE
 BK1723'CITY MUNICIPAL BUILDING IN VINTON TO A DIM TRACK ROAD AND THE MARK ON
 BK1723'LEFT, 0.08 KILOMETER (0.05 MILE) SOUTHWEST OF MILEPOST 6,
 BK1723'13.41 METERS (44.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 BK1723'HIGHWAY, 4.57 METERS (15.0 FEET) SOUTHWEST OF THE CENTER OF THE ROAD,
 BK1723'12.80 METERS (42.O FEET) NORTHEAST OF A METAL POST WITH SIGN (L. P.
 BK1723'GAS LINE), 0.67 METER (2.2 FEET) SOUTHEAST OF A BARBED WIRE FENCE
 BK1723'LINE.
 BK1723'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BK1723'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK1723
 BK1723                          STATION RECOVERY (1986)
 BK1723
 BK1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1723'RECOVERED IN GOOD CONDITION.
 BK1723
 BK1723                          STATION RECOVERY (1988)
 BK1723
 BK1723'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1723'RECOVERED IN GOOD CONDITION.
 BK1723
 BK1723                          STATION RECOVERY (1988)
 BK1723
 BK1723'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1723'RECOVERED IN GOOD CONDITION.
 BK1723
 BK1723                          STATION RECOVERY (1989)
 BK1723
 BK1723'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1723'RECOVERED IN GOOD CONDITION.
 BK1723
 BK1723                          STATION RECOVERY (1997)
 BK1723
 BK1723'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1723'RECOVERED IN GOOD CONDITION.
 BK1723
 BK1723                          STATION RECOVERY (2002)
 BK1723
 BK1723'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BK1723'RECOVERED IN GOOD CONDITION.
 BK1723
 BK1723                          STATION RECOVERY (2004)
 BK1723
 BK1723'RECOVERY NOTE BY US POWER SQUADRON 2004 (KDW)
 BK1723'WITNESS POST SIGN BADLY MANGLED
 BK1723' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0013 ***********************************************************************
 BX0013  DESIGNATION -  TTS 4 C USGS
 BX0013  PID         -  BX0013
 BX0013  STATE/COUNTY-  LA/GRANT
 BX0013  USGS QUAD   -  POLLOCK (1985)
 BX0013
 BX0013                         *CURRENT SURVEY CONTROL
 BX0013  ___________________________________________________________________
 BX0013* NAD 83(1986)-  31 33 47.     (N)    092 24 30.     (W)     SCALED    
 BX0013* NAVD 88     -        57.63   (+/-2cm)     189.1    (feet)  VERTCON   
 BX0013  ___________________________________________________________________
 BX0013  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BX0013
 BX0013  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0013
 BX0013.The horizontal coordinates were scaled from a topographic map and have
 BX0013.an estimated accuracy of +/- 6 seconds.
 BX0013
 BX0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0013.The vertical order pertains to the NGVD 29 superseded value.
 BX0013
 BX0013.The geoid height was determined by GEOID03.
 BX0013
 BX0013;                    North         East    Units  Estimated Accuracy
 BX0013;SPC LA N     -   117,870.    1,008,700.      MT  (+/- 180 meters Scaled)
 BX0013
 BX0013                          SUPERSEDED SURVEY CONTROL
 BX0013
 BX0013  NGVD 29 (??/??/??)   57.628  (m)          189.07   (f) ADJUSTED    1 2
 BX0013
 BX0013.Superseded values are not recommended for survey control.
 BX0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0013.See file dsdata.txt to determine how the superseded data were derived.
 BX0013
 BX0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ561921(NAD 83)
 BX0013_MARKER: DD = SURVEY DISK
 BX0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0013_STAMPING: TT 4C 1933
 BX0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0013+STABILITY: SURFACE MOTION
 BX0013
 BX0013  HISTORY     - Date     Condition        Report By
 BX0013  HISTORY     - 1933     MONUMENTED       USGS
 BX0013  HISTORY     - 1966     GOOD             CGS
 BX0013
 BX0013                          STATION DESCRIPTION
 BX0013
 BX0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0013'3.35 MI N FROM POLLOCK.
 BX0013'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0013'POLLOCK, THENCE 2.3 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0013'30, T 7 N, R 1 E, ABOUT 3 3/4 POLES SOUTHWEST OF MILEPOST 577 ALONG
 BX0013'THE MISSOURI PACIFIC RAILROAD, 40 FEET EAST OF THE CENTER OF THE
 BX0013'JUNCTION OF A GRAVELED ROAD WHICH CROSSES THE TRACK, 36 FEET NORTHWEST
 BX0013'OF THE CENTER LINE OF THE HIGHWAY, 62 1/2 FEET SOUTHWEST OF THE
 BX0013'SOUTHWEST RAIL OF THE MAIN TRACK, 16 FEET SOUTHEAST OF THE CENTER OF A
 BX0013'CATTLE GUARD IN THE GRAVELED ROAD, 12 1/2 FEET SOUTHWEST OF A
 BX0013'TELEPHONE POLE, 2.7 FEET SOUTHWEST OF A FENCE, 1.0 FOOT NORTHEAST OF A
 BX0013'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW
 BX0013'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BX0013'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1462 ***********************************************************************
 CQ1462  DESIGNATION -  TTS 46 TX
 CQ1462  PID         -  CQ1462
 CQ1462  STATE/COUNTY-  LA/RED RIVER
 CQ1462  USGS QUAD   -  EAST POINT (1979)
 CQ1462
 CQ1462                         *CURRENT SURVEY CONTROL
 CQ1462  ___________________________________________________________________
 CQ1462* NAD 83(1986)-  32 14 14.     (N)    093 29 42.     (W)     SCALED    
 CQ1462* NAVD 88     -        42.95   (+/-2cm)     140.9    (feet)  VERTCON   
 CQ1462  ___________________________________________________________________
 CQ1462  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1462
 CQ1462  VERT ORDER  -  ? (See Below)
 CQ1462
 CQ1462.The horizontal coordinates were scaled from a topographic map and have
 CQ1462.an estimated accuracy of +/- 6 seconds.
 CQ1462
 CQ1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1462.The vertical order pertains to the NGVD 29 superseded value.
 CQ1462
 CQ1462.The geoid height was determined by GEOID03.
 CQ1462
 CQ1462;                    North         East    Units  Estimated Accuracy
 CQ1462;SPC LA N     -   193,050.      906,230.      MT  (+/- 180 meters Scaled)
 CQ1462
 CQ1462                          SUPERSEDED SURVEY CONTROL
 CQ1462
 CQ1462  NGVD 29 (??/??/??)   43.000  (m)          141.08   (f) ADJUSTED    ?  
 CQ1462
 CQ1462.Superseded values are not recommended for survey control.
 CQ1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1462.See file dsdata.txt to determine how the superseded data were derived.
 CQ1462
 CQ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR533668(NAD 83)
 CQ1462_MARKER: DD = SURVEY DISK
 CQ1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1462_STAMPING: T T 46 TX 1937
 CQ1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1462+STABILITY: SURFACE MOTION
 CQ1462
 CQ1462  HISTORY     - Date     Condition        Report By
 CQ1462  HISTORY     - 1937     MONUMENTED       USGS
 CQ1462
 CQ1462                          STATION DESCRIPTION
 CQ1462
 CQ1462'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 CQ1462'1 MI NW FROM HOWARD.
 CQ1462'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM HOWARD, RED RIVER
 CQ1462'PARISH, ABOUT 1000 FEET WEST OF THE CORNER COMMON TO SECS. 3, 4, 33
 CQ1462'AND 34, TPS. 14 AND 15 N, R 11 W, 25 FEET EAST AND 70 FEET SOUTH OF
 CQ1462'THE CENTER OF THE JUNCTION OF A T-ROAD, AND 5 FEET SOUTH OF THE
 CQ1462'CADDO-RED RIVER PARISH LINE.  A UNITED STATES GEOLOGICAL SURVEY
 CQ1462'STANDARD DISK, STAMPED T T 46 TX 1937 AND SET IN THE TOP OF A CONCRETE
 CQ1462'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1031 ***********************************************************************
 BX1031  DESIGNATION -  TTS 47 USGS
 BX1031  PID         -  BX1031
 BX1031  STATE/COUNTY-  LA/RAPIDES
 BX1031  USGS QUAD   -  LENA (1992)
 BX1031
 BX1031                         *CURRENT SURVEY CONTROL
 BX1031  ___________________________________________________________________
 BX1031* NAD 83(1986)-  31 27 37.     (N)    092 46 14.     (W)     SCALED    
 BX1031* NAVD 88     -        40.13   (+/-2cm)     131.7    (feet)  VERTCON   
 BX1031  ___________________________________________________________________
 BX1031  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BX1031
 BX1031  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1031
 BX1031.The horizontal coordinates were scaled from a topographic map and have
 BX1031.an estimated accuracy of +/- 6 seconds.
 BX1031
 BX1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1031.The vertical order pertains to the NGVD 29 superseded value.
 BX1031
 BX1031.The geoid height was determined by GEOID03.
 BX1031
 BX1031;                    North         East    Units  Estimated Accuracy
 BX1031;SPC LA N     -   106,500.      974,290.      MT  (+/- 180 meters Scaled)
 BX1031
 BX1031                          SUPERSEDED SURVEY CONTROL
 BX1031
 BX1031  NGVD 29 (??/??/??)   40.143  (m)          131.70   (f) ADJUSTED    1 2
 BX1031
 BX1031.Superseded values are not recommended for survey control.
 BX1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1031.See file dsdata.txt to determine how the superseded data were derived.
 BX1031
 BX1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ217806(NAD 83)
 BX1031_MARKER: DD = SURVEY DISK
 BX1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1031_STAMPING: TT 47
 BX1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1031+STABILITY: SURFACE MOTION
 BX1031
 BX1031  HISTORY     - Date     Condition        Report By
 BX1031  HISTORY     - UNK      MONUMENTED       USGS
 BX1031  HISTORY     - 1938     GOOD             CGS
 BX1031  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1031
 BX1031                          STATION DESCRIPTION
 BX1031
 BX1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1031'IN LENA.
 BX1031'U. S. G. S. BRONZE DISK IN CONCRETE MONUMENT IN CHICKEN YARD EAST OF
 BX1031'BEEBES STORE IN LENA.  5 FEET INSIDE OF ROW FENCE, 7 FEET EAST OF
 BX1031'POWER LINE POLE, 43 FEET SOUTH OF CENTERLINE OF STA HIGHWAY NO. 20.
 BX1031'225 FEET EAST OF CENTERLINE OF CROSS ROAD.
 BX1031
 BX1031                          STATION RECOVERY (1999)
 BX1031
 BX1031'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0024 ***********************************************************************
 BX0024  DESIGNATION -  TTS 5 C USGS
 BX0024  PID         -  BX0024
 BX0024  STATE/COUNTY-  LA/GRANT
 BX0024  USGS QUAD   -  POLLOCK (1985)
 BX0024
 BX0024                         *CURRENT SURVEY CONTROL
 BX0024  ___________________________________________________________________
 BX0024* NAD 83(1986)-  31 35 43.     (N)    092 24 58.     (W)     SCALED    
 BX0024* NAVD 88     -        57.79   (+/-2cm)     189.6    (feet)  VERTCON   
 BX0024  ___________________________________________________________________
 BX0024  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX0024
 BX0024  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0024
 BX0024.The horizontal coordinates were scaled from a topographic map and have
 BX0024.an estimated accuracy of +/- 6 seconds.
 BX0024
 BX0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0024.The vertical order pertains to the NGVD 29 superseded value.
 BX0024
 BX0024.The geoid height was determined by GEOID03.
 BX0024
 BX0024;                    North         East    Units  Estimated Accuracy
 BX0024;SPC LA N     -   121,440.    1,007,960.      MT  (+/- 180 meters Scaled)
 BX0024
 BX0024                          SUPERSEDED SURVEY CONTROL
 BX0024
 BX0024  NGVD 29 (??/??/??)   57.787  (m)          189.59   (f) ADJUSTED    1 2
 BX0024
 BX0024.Superseded values are not recommended for survey control.
 BX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0024.See file dsdata.txt to determine how the superseded data were derived.
 BX0024
 BX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ553957(NAD 83)
 BX0024_MARKER: DD = SURVEY DISK
 BX0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0024_STAMPING: TT 5 C 1933
 BX0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0024+STABILITY: SURFACE MOTION
 BX0024
 BX0024  HISTORY     - Date     Condition        Report By
 BX0024  HISTORY     - 1933     MONUMENTED       USGS
 BX0024  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0024
 BX0024                          STATION DESCRIPTION
 BX0024
 BX0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0024'5.35 MI N FROM POLLOCK.
 BX0024'284 YARDS SW OF TRACK ALONG US HWY. 165.  55 FEET E AND 30 FEET S OF T
 BX0024'ROAD NE THAT CROSSES THE TRACK.  5 FEET W OF LARGE BLAZED PINE TREE. A
 BX0024'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 5 C 1933 AND
 BX0024'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0032 ***********************************************************************
 BX0032  DESIGNATION -  TTS 6 C USGS
 BX0032  PID         -  BX0032
 BX0032  STATE/COUNTY-  LA/GRANT
 BX0032  USGS QUAD   -  MUDVILLE (1985)
 BX0032
 BX0032                         *CURRENT SURVEY CONTROL
 BX0032  ___________________________________________________________________
 BX0032* NAD 83(1986)-  31 37 46.     (N)    092 25 37.     (W)     SCALED    
 BX0032* NAVD 88     -        38.84   (+/-2cm)     127.4    (feet)  VERTCON   
 BX0032  ___________________________________________________________________
 BX0032  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BX0032
 BX0032  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0032
 BX0032.The horizontal coordinates were scaled from a topographic map and have
 BX0032.an estimated accuracy of +/- 6 seconds.
 BX0032
 BX0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0032.The vertical order pertains to the NGVD 29 superseded value.
 BX0032
 BX0032.The geoid height was determined by GEOID03.
 BX0032
 BX0032;                    North         East    Units  Estimated Accuracy
 BX0032;SPC LA N     -   125,230.    1,006,930.      MT  (+/- 180 meters Scaled)
 BX0032
 BX0032                          SUPERSEDED SURVEY CONTROL
 BX0032
 BX0032  NGVD 29 (??/??/??)   38.837  (m)          127.42   (f) ADJUSTED    1 2
 BX0032
 BX0032.Superseded values are not recommended for survey control.
 BX0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0032.See file dsdata.txt to determine how the superseded data were derived.
 BX0032
 BX0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ543995(NAD 83)
 BX0032_MARKER: DD = SURVEY DISK
 BX0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0032_STAMPING: TTS 6C 1933
 BX0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0032+STABILITY: SURFACE MOTION
 BX0032
 BX0032  HISTORY     - Date     Condition        Report By
 BX0032  HISTORY     - 1933     MONUMENTED       USGS
 BX0032  HISTORY     - 1966     GOOD             CGS
 BX0032
 BX0032                          STATION DESCRIPTION
 BX0032
 BX0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0032'8.5 MI N FROM POLLOCK.
 BX0032'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0032'POLLOCK, THECE 7.45 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0032'36, T 8 N, R 1 W, ABOUT 0.1 MILE NORTH OF JUNCTION OF A GRAVELED ROAD
 BX0032'LEADING EAST AT THE CREST OF A HILL, ABOUT 0.35 MILE SOUTH OF A WOODEN
 BX0032'BRIDGE, ON THE NORTH SLOPE OF A HILL, 40 FEET WEST OF THE CENTER LINE
 BX0032'OF THE HIGHWAY, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 6
 BX0032'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX0032'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0041 ***********************************************************************
 BX0041  DESIGNATION -  TTS 7 C USGS
 BX0041  PID         -  BX0041
 BX0041  STATE/COUNTY-  LA/GRANT
 BX0041  USGS QUAD   -  MUDVILLE (1985)
 BX0041
 BX0041                         *CURRENT SURVEY CONTROL
 BX0041  ___________________________________________________________________
 BX0041* NAD 83(1986)-  31 39 29.     (N)    092 26 14.     (W)     SCALED    
 BX0041* NAVD 88     -        54.77   (+/-2cm)     179.7    (feet)  VERTCON   
 BX0041  ___________________________________________________________________
 BX0041  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX0041
 BX0041  VERT ORDER  -  ? (See Below)
 BX0041
 BX0041.The horizontal coordinates were scaled from a topographic map and have
 BX0041.an estimated accuracy of +/- 6 seconds.
 BX0041
 BX0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0041.The vertical order pertains to the NGVD 29 superseded value.
 BX0041
 BX0041.The geoid height was determined by GEOID03.
 BX0041
 BX0041;                    North         East    Units  Estimated Accuracy
 BX0041;SPC LA N     -   128,400.    1,005,950.      MT  (+/- 180 meters Scaled)
 BX0041
 BX0041                          SUPERSEDED SURVEY CONTROL
 BX0041
 BX0041  NGVD 29 (??/??/??)   54.772  (m)          179.70   (f) ADJUSTED    ?  
 BX0041
 BX0041.Superseded values are not recommended for survey control.
 BX0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0041.See file dsdata.txt to determine how the superseded data were derived.
 BX0041
 BX0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR533026(NAD 83)
 BX0041_MARKER: DD = SURVEY DISK
 BX0041_SETTING: 0 = UNSPECIFIED SETTING
 BX0041_STAMPING: TT 7 C 1933
 BX0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0041
 BX0041  HISTORY     - Date     Condition        Report By
 BX0041  HISTORY     - 1933     MONUMENTED       USGS
 BX0041  HISTORY     - 1966     MARK NOT FOUND   CGS
 BX0041
 BX0041                          STATION DESCRIPTION
 BX0041
 BX0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0041'8.45 MI SW FROM GEORGETOWN.
 BX0041'AT BREEZY HILL, GRANT PARISH, 5 FEET SOUTH OF A POINT 30 FEET EAST OF
 BX0041'THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 165 AND STATE HIGHWAY 617,
 BX0041'AND 55 FEET EAST OF A POINT 40 FEET NORTH OF THE NORTHEAST CORNER OF
 BX0041'THE F FUTRELL SERVICE STATION.  STAMPED TT 7 C 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1613 ***********************************************************************
 BH1613  DESIGNATION -  TTS 72 L USGS
 BH1613  PID         -  BH1613
 BH1613  STATE/COUNTY-  LA/ST TAMMANY
 BH1613  USGS QUAD   -  LACOMBE (1994)
 BH1613
 BH1613                         *CURRENT SURVEY CONTROL
 BH1613  ___________________________________________________________________
 BH1613* NAD 83(1986)-  30 20 10.     (N)    089 59 58.     (W)     SCALED    
 BH1613* NAVD 88     -         5.44   (+/-2cm)      17.8    (feet)  VERTCON   
 BH1613  ___________________________________________________________________
 BH1613  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BH1613
 BH1613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1613
 BH1613.The horizontal coordinates were scaled from a topographic map and have
 BH1613.an estimated accuracy of +/- 6 seconds.
 BH1613
 BH1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1613.The vertical order pertains to the NGVD 29 superseded value.
 BH1613
 BH1613.The geoid height was determined by GEOID03.
 BH1613
 BH1613;                    North         East    Units  Estimated Accuracy
 BH1613;SPC LA S     -   204,270.    1,128,260.      MT  (+/- 180 meters Scaled)
 BH1613
 BH1613                          SUPERSEDED SURVEY CONTROL
 BH1613
 BH1613  NGVD 29 (??/??/??)    5.446  (m)           17.87   (f) ADJUSTED    2 0
 BH1613
 BH1613.Superseded values are not recommended for survey control.
 BH1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1613.See file dsdata.txt to determine how the superseded data were derived.
 BH1613
 BH1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU116598(NAD 83)
 BH1613_MARKER: DD = SURVEY DISK
 BH1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1613_STAMPING: TTS 72 L 1931
 BH1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1613+STABILITY: SURFACE MOTION
 BH1613
 BH1613  HISTORY     - Date     Condition        Report By
 BH1613  HISTORY     - 1931     MONUMENTED       USGS
 BH1613  HISTORY     - 1955     MARK NOT FOUND   NGS
 BH1613
 BH1613                          STATION DESCRIPTION
 BH1613
 BH1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BH1613'4.3 MI E FROM MANDEVILLE.
 BH1613'4.3 MILES SOUTHEAST ALONG THE NEW ORLEANS GREAT NORTHERN RAILROAD FROM
 BH1613'MANDERVILLE, ST. TAMMANY PARISH, 21 POLES NORTHWEST OF MILEPOST 49,
 BH1613'600 FEET NORTH OF THE CENTERLINE OF THE TRACK, 49 FEET NORTH OF A
 BH1613'POINT 35 FEET EAST OF THE INTERSECTION OF A DIM ROAD LEADING NORTH,
 BH1613'AND 75 FEET NORTHWEST OF A 12-INCH BLAZED PINE TREE.  A UNITED STATES
 BH1613'GEOLOGICAL SURVEY STANDARD DISK STAMPED TTS 72 L 1931 AND SET IN THE
 BH1613'TOP OF A CONCRETE POST MARKED 19.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1981 ***********************************************************************
 CQ1981  DESIGNATION -  TTS 81 LS
 CQ1981  PID         -  CQ1981
 CQ1981  STATE/COUNTY-  LA/CADDO
 CQ1981  USGS QUAD   -  GILLIAM (1971)
 CQ1981
 CQ1981                         *CURRENT SURVEY CONTROL
 CQ1981  ___________________________________________________________________
 CQ1981* NAD 83(1986)-  32 47 31.     (N)    093 50 16.     (W)     SCALED    
 CQ1981* NAVD 88     -        57.59   (+/-2cm)     188.9    (feet)  VERTCON   
 CQ1981  ___________________________________________________________________
 CQ1981  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CQ1981
 CQ1981  VERT ORDER  -  ? (See Below)
 CQ1981
 CQ1981.The horizontal coordinates were scaled from a topographic map and have
 CQ1981.an estimated accuracy of +/- 6 seconds.
 CQ1981
 CQ1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1981.The vertical order pertains to the NGVD 29 superseded value.
 CQ1981
 CQ1981.The geoid height was determined by GEOID03.
 CQ1981
 CQ1981;                    North         East    Units  Estimated Accuracy
 CQ1981;SPC LA N     -   254,900.      874,690.      MT  (+/- 180 meters Scaled)
 CQ1981
 CQ1981                          SUPERSEDED SURVEY CONTROL
 CQ1981
 CQ1981  NGVD 29 (??/??/??)   57.641  (m)          189.11   (f) ADJUSTED    ?  
 CQ1981
 CQ1981.Superseded values are not recommended for survey control.
 CQ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1981.See file dsdata.txt to determine how the superseded data were derived.
 CQ1981
 CQ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS215285(NAD 83)
 CQ1981_MARKER: DD = SURVEY DISK
 CQ1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1981_STAMPING: T T 81 LS 1932
 CQ1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1981+STABILITY: SURFACE MOTION
 CQ1981
 CQ1981  HISTORY     - Date     Condition        Report By
 CQ1981  HISTORY     - 1932     MONUMENTED       USGS
 CQ1981  HISTORY     - 1934     GOOD             LAGS
 CQ1981  HISTORY     - 19991018 POOR             USPSQD
 CQ1981
 CQ1981                          STATION DESCRIPTION
 CQ1981
 CQ1981'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1934
 CQ1981'2.8 MI N FROM BELCHER.
 CQ1981'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 71 FROM BELCHER, CADDO
 CQ1981'PARISH, AT CAVETT, AT THE JUNCTION OF A PRIVATE ROAD LEADING WEST TO
 CQ1981'THE LYNN ESTATE, 50 FEET WEST OF A POINT 60 FEET NORTH OF THE FRONT
 CQ1981'DOOR OF THE SMITH STORE, 12 FEET EAST OF A POINT 60 FEET NORTH OF THE
 CQ1981'CENTER LINE OF THE ROAD, AND 27 FEET EAST OF THE CENTER LINE OF THE
 CQ1981'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED T T
 CQ1981'81 LS 1932 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1981
 CQ1981                          STATION RECOVERY (1999)
 CQ1981
 CQ1981'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1981'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1757 ***********************************************************************
 CQ1757  DESIGNATION -  TTS 91 LS
 CQ1757  PID         -  CQ1757
 CQ1757  STATE/COUNTY-  LA/CADDO
 CQ1757  USGS QUAD   -  GREENWOOD (1982)
 CQ1757
 CQ1757                         *CURRENT SURVEY CONTROL
 CQ1757  ___________________________________________________________________
 CQ1757* NAD 83(1986)-  32 27 10.     (N)    093 52 48.     (W)     SCALED    
 CQ1757* NAVD 88     -        81.818  (meters)     268.43   (feet)  ADJUSTED  
 CQ1757  ___________________________________________________________________
 CQ1757  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1757  DYNAMIC HT  -          81.726 (meters)     268.13  (feet)  COMP
 CQ1757  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 CQ1757
 CQ1757  VERT ORDER  -  FIRST     CLASS II
 CQ1757
 CQ1757.The horizontal coordinates were scaled from a topographic map and have
 CQ1757.an estimated accuracy of +/- 6 seconds.
 CQ1757
 CQ1757.The orthometric height was determined by differential leveling
 CQ1757.and adjusted by the National Geodetic Survey in June 1991..
 CQ1757
 CQ1757.The geoid height was determined by GEOID03.
 CQ1757
 CQ1757.The dynamic height is computed by dividing the NAVD 88
 CQ1757.geopotential number by the normal gravity value computed on the
 CQ1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1757.degrees latitude (g = 980.6199 gals.).
 CQ1757
 CQ1757.The modeled gravity was interpolated from observed gravity values.
 CQ1757
 CQ1757;                    North         East    Units  Estimated Accuracy
 CQ1757;SPC LA N     -   217,340.      870,250.      MT  (+/- 180 meters Scaled)
 CQ1757
 CQ1757                          SUPERSEDED SURVEY CONTROL
 CQ1757
 CQ1757  NGVD 29 (??/??/??)   81.891  (m)          268.67   (f) ADJUSTED    1 2
 CQ1757
 CQ1757.Superseded values are not recommended for survey control.
 CQ1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1757.See file dsdata.txt to determine how the superseded data were derived.
 CQ1757
 CQ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR172909(NAD 83)
 CQ1757_MARKER: DD = SURVEY DISK
 CQ1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1757_STAMPING: T T STA 91 L S 1932
 CQ1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1757+STABILITY: SURFACE MOTION
 CQ1757
 CQ1757  HISTORY     - Date     Condition        Report By
 CQ1757  HISTORY     - 1932     MONUMENTED       USGS
 CQ1757  HISTORY     - 1955     GOOD             CGS
 CQ1757  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1757  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1757
 CQ1757                          STATION DESCRIPTION
 CQ1757
 CQ1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1757'5.85 MI E FROM GREENWOOD.
 CQ1757'2.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1757'GREENWOOD, THENCE 1.65 MILES EAST ALONG STATE ROAD 1525, THENCE 0.75
 CQ1757'MILE NORTHEAST ALONG AN OILED ROAD, THENCE 1.35 MILES EAST ALONG U.S.
 CQ1757'HIGHWAY 80, 67 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING
 CQ1757'SOUTH TO BEEMANS COURTS, 31.8 FEET WEST OF THE NORTHWEST CORNER OF A
 CQ1757'HOUSE, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.2 FEET
 CQ1757'NORTHWEST OF A 16 INCH COTTONWOOD TREE, 6.3 FEET NORTH OF A WITNESS
 CQ1757'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 CQ1757'GROUND.
 CQ1757
 CQ1757                          STATION RECOVERY (1990)
 CQ1757
 CQ1757'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1757'MARK NOT FOUND.
 CQ1757
 CQ1757                          STATION RECOVERY (1999)
 CQ1757
 CQ1757'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1761 ***********************************************************************
 CQ1761  DESIGNATION -  TTS 92 LS
 CQ1761  PID         -  CQ1761
 CQ1761  STATE/COUNTY-  LA/CADDO
 CQ1761  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1761
 CQ1761                         *CURRENT SURVEY CONTROL
 CQ1761  ___________________________________________________________________
 CQ1761* NAD 83(1986)-  32 27 54.     (N)    093 50 16.     (W)     SCALED    
 CQ1761* NAVD 88     -        77.766  (meters)     255.14   (feet)  ADJUSTED  
 CQ1761  ___________________________________________________________________
 CQ1761  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1761  DYNAMIC HT  -          77.678 (meters)     254.85  (feet)  COMP
 CQ1761  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CQ1761
 CQ1761  VERT ORDER  -  FIRST     CLASS II
 CQ1761
 CQ1761.The horizontal coordinates were scaled from a topographic map and have
 CQ1761.an estimated accuracy of +/- 6 seconds.
 CQ1761
 CQ1761.The orthometric height was determined by differential leveling
 CQ1761.and adjusted by the National Geodetic Survey in June 1991..
 CQ1761
 CQ1761.The geoid height was determined by GEOID03.
 CQ1761
 CQ1761.The dynamic height is computed by dividing the NAVD 88
 CQ1761.geopotential number by the normal gravity value computed on the
 CQ1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1761.degrees latitude (g = 980.6199 gals.).
 CQ1761
 CQ1761.The modeled gravity was interpolated from observed gravity values.
 CQ1761
 CQ1761;                    North         East    Units  Estimated Accuracy
 CQ1761;SPC LA N     -   218,650.      874,240.      MT  (+/- 180 meters Scaled)
 CQ1761
 CQ1761                          SUPERSEDED SURVEY CONTROL
 CQ1761
 CQ1761  NGVD 29 (??/??/??)   77.840  (m)          255.38   (f) ADJUSTED    1 2
 CQ1761
 CQ1761.Superseded values are not recommended for survey control.
 CQ1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1761.See file dsdata.txt to determine how the superseded data were derived.
 CQ1761
 CQ1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR212922(NAD 83)
 CQ1761_MARKER: DD = SURVEY DISK
 CQ1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1761_STAMPING: T T STA 92 L S 1932
 CQ1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1761+STABILITY: SURFACE MOTION
 CQ1761
 CQ1761  HISTORY     - Date     Condition        Report By
 CQ1761  HISTORY     - 1932     MONUMENTED       USGS
 CQ1761  HISTORY     - 1955     GOOD             CGS
 CQ1761  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1761  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1761
 CQ1761                          STATION DESCRIPTION
 CQ1761
 CQ1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1761'6.7 MI SW FROM SHREVEPORT.
 CQ1761'4.65 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1761'UNION STATION AT SHREVEPORT, THENCE 0.25 MILE NORTH ALONG EMORY ROAD,
 CQ1761'THENCE 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 80, AT THE NORTHWEST
 CQ1761'CORNER OF A GOLF DRIVING RANGE, 70.5 FEET NORTHEAST OF THE NORTHEAST
 CQ1761'CORNER OF A CONCRETE BLOCK BUILDING, 68 FEET NORTHEAST OF A 25 INCH
 CQ1761'OAK TREE, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.4 FEET
 CQ1761'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1761'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CQ1761
 CQ1761                          STATION RECOVERY (1990)
 CQ1761
 CQ1761'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1761'MARK NOT FOUND.
 CQ1761
 CQ1761                          STATION RECOVERY (1999)
 CQ1761
 CQ1761'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2050 ***********************************************************************
 CQ2050  DESIGNATION -  TTS 97 LS
 CQ2050  PID         -  CQ2050
 CQ2050  STATE/COUNTY-  LA/BOSSIER
 CQ2050  USGS QUAD   -  CARTERVILLE (1981)
 CQ2050
 CQ2050                         *CURRENT SURVEY CONTROL
 CQ2050  ___________________________________________________________________
 CQ2050* NAD 83(1986)-  32 54 24.     (N)    093 34 16.     (W)     SCALED    
 CQ2050* NAVD 88     -        73.121  (meters)     239.90   (feet)  ADJUSTED  
 CQ2050  ___________________________________________________________________
 CQ2050  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CQ2050  DYNAMIC HT  -          73.041 (meters)     239.64  (feet)  COMP
 CQ2050  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 CQ2050
 CQ2050  VERT ORDER  -  SECOND    CLASS 0
 CQ2050
 CQ2050.The horizontal coordinates were scaled from a topographic map and have
 CQ2050.an estimated accuracy of +/- 6 seconds.
 CQ2050
 CQ2050.The orthometric height was determined by differential leveling
 CQ2050.and adjusted by the National Geodetic Survey in June 1991..
 CQ2050
 CQ2050.The geoid height was determined by GEOID03.
 CQ2050
 CQ2050.The dynamic height is computed by dividing the NAVD 88
 CQ2050.geopotential number by the normal gravity value computed on the
 CQ2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2050.degrees latitude (g = 980.6199 gals.).
 CQ2050
 CQ2050.The modeled gravity was interpolated from observed gravity values.
 CQ2050
 CQ2050;                    North         East    Units  Estimated Accuracy
 CQ2050;SPC LA N     -   267,350.      899,790.      MT  (+/- 180 meters Scaled)
 CQ2050
 CQ2050                          SUPERSEDED SURVEY CONTROL
 CQ2050
 CQ2050  NGVD 29 (??/??/??)   73.186  (m)          240.11   (f) ADJUSTED    2 0
 CQ2050
 CQ2050.Superseded values are not recommended for survey control.
 CQ2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2050.See file dsdata.txt to determine how the superseded data were derived.
 CQ2050
 CQ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS465410(NAD 83)
 CQ2050_MARKER: DD = SURVEY DISK
 CQ2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2050_STAMPING: TT STA 97 LS 1932
 CQ2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2050+STABILITY: SURFACE MOTION
 CQ2050
 CQ2050  HISTORY     - Date     Condition        Report By
 CQ2050  HISTORY     - 1932     MONUMENTED       USGS
 CQ2050  HISTORY     - 1943     GOOD             CGS
 CQ2050  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ2050
 CQ2050                          STATION DESCRIPTION
 CQ2050
 CQ2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ2050'7.4 MI W FROM SAREPTA.
 CQ2050'ORIGINAL DESCRIPTION-- IN BOSSIER PARISH, 7.4 MILES WEST ALONG STATE
 CQ2050'HIGHWAY 70 FROM SAREPTA, WEBSTER PARISH, AT A T-ROAD, 40 FEET
 CQ2050'NORTHWEST OF A FARMHOUSE, 40 FEET SOUTH OF THE HIGHWAY, AND 3 FEET
 CQ2050'NORTH OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 CQ2050'STAMPED TT STA 97 LS 1932 AND SET IN THE TOP OF A CONCRETE POST.
 CQ2050'NOTE-- IT IS AT THE INTERSECTION OF A ROAD LEADING NORTH, COVERED IN 6
 CQ2050'INCHES OF DIRT.
 CQ2050
 CQ2050                          STATION RECOVERY (2002)
 CQ2050
 CQ2050'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1817 ***********************************************************************
 BK1817  DESIGNATION -  TTS H 10
 BK1817  PID         -  BK1817
 BK1817  STATE/COUNTY-  LA/CALCASIEU
 BK1817  USGS QUAD   -  STARKS (1994)
 BK1817
 BK1817                         *CURRENT SURVEY CONTROL
 BK1817  ___________________________________________________________________
 BK1817* NAD 83(1992)-  30 18 46.16030(N)    093 39 41.25465(W)     ADJUSTED  
 BK1817* NAVD 88     -         9.950  (meters)      32.64   (feet)  ADJUSTED  
 BK1817  ___________________________________________________________________
 BK1817  X           -    -351,926.731 (meters)                     COMP
 BK1817  Y           -  -5,499,571.918 (meters)                     COMP
 BK1817  Z           -   3,200,349.364 (meters)                     COMP
 BK1817  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK1817  ELLIP HEIGHT-         -17.57  (meters)          (02/20/02) GPS OBS
 BK1817  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK1817  DYNAMIC HT  -           9.936 (meters)      32.60  (feet)  COMP
 BK1817  MODELED GRAV-     979,327.6   (mgal)                       NAVD 88
 BK1817
 BK1817  HORZ ORDER  -  FIRST
 BK1817  VERT ORDER  -  SECOND    CLASS 0
 BK1817  ELLP ORDER  -  FOURTH    CLASS I
 BK1817
 BK1817.The horizontal coordinates were established by GPS observations
 BK1817.and adjusted by the National Geodetic Survey in January 1995..
 BK1817
 BK1817.The orthometric height was determined by differential leveling
 BK1817.and adjusted by the National Geodetic Survey in February 1994..
 BK1817
 BK1817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1817
 BK1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1817
 BK1817.The ellipsoidal height was determined by GPS observations
 BK1817.and is referenced to NAD 83.
 BK1817
 BK1817.The geoid height was determined by GEOID03.
 BK1817
 BK1817.The dynamic height is computed by dividing the NAVD 88
 BK1817.geopotential number by the normal gravity value computed on the
 BK1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1817.degrees latitude (g = 980.6199 gals.).
 BK1817
 BK1817.The modeled gravity was interpolated from observed gravity values.
 BK1817
 BK1817;                    North         East     Units Scale Factor Converg.
 BK1817;SPC LA S     -   203,216.501   776,104.350   MT  0.99994051   -1 09 50.7
 BK1817;SPC LA S     -   666,719.47  2,546,269.02   sFT  0.99994051   -1 09 50.7
 BK1817;UTM  15      - 3,353,634.711   436,404.089   MT  0.99964989   -0 20 01.9
 BK1817
 BK1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1817!SPC LA S     -   1.00000276  x   0.99994051  =   0.99994327
 BK1817!UTM  15      -   1.00000276  x   0.99964989  =   0.99965265
 BK1817
 BK1817                          SUPERSEDED SURVEY CONTROL
 BK1817
 BK1817  ELLIP H (01/13/95)  -17.49   (m)                       GP(       ) 3 2
 BK1817  NAVD 88 (01/13/95)    9.95   (m)           32.6    (f) LEVELING    3  
 BK1817  NGVD 29 (??/??/??)    9.893  (m)           32.46   (f) ADJUSTED    2 0
 BK1817
 BK1817.Superseded values are not recommended for survey control.
 BK1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1817.See file dsdata.txt to determine how the superseded data were derived.
 BK1817
 BK1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3640453635(NAD 83)
 BK1817_MARKER: DB = BENCH MARK DISK
 BK1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1817_SP_SET: CONCRETE POST
 BK1817_STAMPING: TTSH10 1934
 BK1817_MARK LOGO: USGS  
 BK1817_PROJECTION: FLUSH
 BK1817_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1817+STABILITY: SURFACE MOTION
 BK1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1817+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1990
 BK1817
 BK1817  HISTORY     - Date     Condition        Report By
 BK1817  HISTORY     - 1934     MONUMENTED       USGS
 BK1817  HISTORY     - 1935     GOOD             CGS
 BK1817  HISTORY     - 1984     GOOD             LADTD
 BK1817  HISTORY     - 19901219 GOOD             VFM
 BK1817
 BK1817                          STATION DESCRIPTION
 BK1817
 BK1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1817'0.4 MI W FROM STARKS.
 BK1817'0.4 MILE W OF AND ALONG THE KANSAS CITY SOUTHERN R R 50 FEET E OF
 BK1817'CENTER OF TRACK AT INTERSECTION OF STATE HWY 121.  60 FEET NE ALONG
 BK1817'FENCE LINE FROM CENTER OF HIGHWAY.  1 FOOT SE OF R/W FENCE LINE.
 BK1817
 BK1817                          STATION RECOVERY (1984)
 BK1817
 BK1817'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK1817'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.13 KM (1.32
 BK1817'MILES) SOUTH FROM THE INTERSECTION OF LA.12 AND LA.109 TO THE MARK ON
 BK1817'LEFT, 17.8 METERS (58.3 FEET) NORTHEAST OF THE CENTERLINE OF HIGHWAY
 BK1817'LA.109, 11.1 METERS (36.5 FEET) NORTHEAST OF A RAILROAD SIGNAL LIGHT.
 BK1817'9.6 METERS (31.4 FEET) SOUTH-SOUTH EAST OF THE CENTER OF THE SOUTH
 BK1817'TRACK.  NOTE--STAMPING WAS RECOVERED AS TTSH10 1934.
 BK1817'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BK1817'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 BK1817
 BK1817                          STATION RECOVERY (1990)
 BK1817
 BK1817'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK1817'SUPPLEMENTARY REFERENCES FOLLOW THE MARK IS 37.0 FT. EAST OF A POWER
 BK1817'POLE, 56.8 FT. EAST OF THE CENTERLINE OF HIGHWAY 109, 28.6 FT. SOUTH
 BK1817'OF THE SOUTH RAIL OF THE KANSAS CITY SOUTHERN R R TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2557 ***********************************************************************
 AU2557  DESIGNATION -  TUCKY
 AU2557  PID         -  AU2557
 AU2557  STATE/COUNTY-  LA/ST MARY
 AU2557  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU2557
 AU2557                         *CURRENT SURVEY CONTROL
 AU2557  ___________________________________________________________________
 AU2557* NAD 83(1992)-  29 31 38.05031(N)    091 32 31.85107(W)     ADJUSTED  
 AU2557* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2557  ___________________________________________________________________
 AU2557  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU2557  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU2557
 AU2557  HORZ ORDER  -  SECOND
 AU2557
 AU2557.The horizontal coordinates were established by classical geodetic methods
 AU2557.and adjusted by the National Geodetic Survey in January 1993..
 AU2557
 AU2557.The orthometric height was scaled from a topographic map.
 AU2557
 AU2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2557
 AU2557.The geoid height was determined by GEOID03.
 AU2557
 AU2557;                    North         East     Units Scale Factor Converg.
 AU2557;SPC LA S     -   113,883.014   979,755.080   MT  0.99995968   -0 06 15.9
 AU2557;SPC LA S     -   373,631.19  3,214,413.12   sFT  0.99995968   -0 06 15.9
 AU2557;UTM  15      - 3,267,287.045   641,272.835   MT  0.99984626   +0 43 06.9
 AU2557
 AU2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2557!SPC LA S     -   1.00000397  x   0.99995968  =   0.99996365
 AU2557!UTM  15      -   1.00000397  x   0.99984626  =   0.99985023
 AU2557
 AU2557|---------------------------------------------------------------------|
 AU2557| PID    Reference Object                     Distance      Geod. Az  |
 AU2557|                                                           dddmmss.s |
 AU2557| CV9496 TUCKY RM 1                           28.658 METERS 09835     |
 AU2557| CV9497 TUCKY RM 2                           26.240 METERS 20040     |
 AU2557| AU2559 ISLAND                              APPROX. 6.0 KM 2501156.2 |
 AU2557|---------------------------------------------------------------------|
 AU2557
 AU2557                          SUPERSEDED SURVEY CONTROL
 AU2557
 AU2557  NAD 83(1986)-  29 31 38.07433(N)    091 32 31.84774(W) AD(       ) 2
 AU2557  NAD 27      -  29 31 37.30000(N)    091 32 31.44200(W) AD(       ) 2
 AU2557
 AU2557.Superseded values are not recommended for survey control.
 AU2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2557.See file dsdata.txt to determine how the superseded data were derived.
 AU2557
 AU2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4127367287(NAD 83)
 AU2557_MARKER: DS = TRIANGULATION STATION DISK
 AU2557_SETTING: 0 = UNSPECIFIED SETTING
 AU2557
 AU2557  HISTORY     - Date     Condition        Report By
 AU2557  HISTORY     - 1933     MONUMENTED       CGS
 AU2557  HISTORY     - 1948     GOOD             CGS
 AU2557  HISTORY     - 1948     GOOD             SUNOCO
 AU2557  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AU2557  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AU2557  HISTORY     - 1966     MARK NOT FOUND   CGS
 AU2557
 AU2557                          STATION DESCRIPTION
 AU2557
 AU2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2557'STATION IS IN FIRM GROUND ON THE S SIDE OF E COTE BLANCHE
 AU2557'BAY, HALF-WAY BETWEEN POINT CHEVREUIL AND THE HEAVY GROWTH
 AU2557'OF TREES TO THE ENE, AT A POINT LOCALLY KNOWN AS TUCKY HAMMOCK,
 AU2557'BACK OF THE ONLY TREES IN THE VICINITY, 50 METERS (160 FEET)
 AU2557'FROM THE SHORE TO THE NE, 40 METERS (130 FEET) FROM THE SHORE
 AU2557'TO THE NW, AND 50 METERS (160 FEET) FROM THE SHORE IN A LINE
 AU2557'AWAY FROM SALT POINT.  THE SHORE LINE IS SLOWLY RECEDING
 AU2557'IN THIS VICINITY AND THE TREES ARE BEING WASHED AWAY.
 AU2557'
 AU2557'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2557'AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 AU2557'GROUND.
 AU2557'
 AU2557'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 AU2557'SET IN THE CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2557'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 28.658 METERS
 AU2557'(94.02 FEET) FROM THE STATION S 81 DEG 25 MIN E.
 AU2557'
 AU2557'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 AU2557'SET IN THE CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP
 AU2557'OF A LONG PILE DRIVEN INTO THE MARSH, AND IS 26.240 METERS
 AU2557'(86.09 FEET) FROM THE STATION S 20 DEG 40 MIN W.
 AU2557
 AU2557                          STATION RECOVERY (1948)
 AU2557
 AU2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2557'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU2557'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES--
 AU2557'
 AU2557'THE STATION IS ONLY 6 METERS FROM THE WATERLINE AND IS COVERED
 AU2557'WITH SHELL WASHED UP ON THE BEACH.
 AU2557'
 AU2557'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS
 AU2557'42.65 METERS.
 AU2557
 AU2557                          STATION RECOVERY (1948)
 AU2557
 AU2557'RECOVERY NOTE BY SUN OIL COMPANY 1948 (REH)
 AU2557'STATION RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION,
 AU2557'ALTHOUGH THE SHORELINE IS RECEDING AND THERE ARE NO TREES
 AU2557'EXCEPTING TO THE NE, AND IT IS ABOUT 15 YARDS TO THE HIGH-WATER
 AU2557'LINE (NW).
 AU2557
 AU2557                          STATION RECOVERY (1955)
 AU2557
 AU2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2557'STATION IS DESTROYED.  MONUMENT WAS FOUND LYING ON ITS SIDE
 AU2557'6 FT. OFFSHORE.  REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AU2557'REFERENCE MARK 2 WAS NOT FOUND BUT IS PROBABLY BURIED BENEATH
 AU2557'SHELL.  REFERENCE MARK 1 IS 82 FT. SE OF THE SHORELINE.
 AU2557
 AU2557                          STATION RECOVERY (1960)
 AU2557
 AU2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2557'STATION PREVIOUSLY REPORTED DESTROYED.  THE REFERENCE MARKS
 AU2557'COULD NOT BE FOUND AND IT IS BELIEVED THEY HAVE ALSO BEEN
 AU2557'DESTROYED BY THE 1957 HURRICANE.
 AU2557
 AU2557                          STATION RECOVERY (1966)
 AU2557
 AU2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2557'STATION AND ALL MARKS ARE BELIEVED TO BE LOST.  STATION
 AU2557'MONUMENT WAS FOUND LYING ON ITS SIDE IN 1955 BY R.A.G. AND
 AU2557'NOWW THIS POINT HAS ERODED BACK SEVERAL HUNDRED FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6479 ***********************************************************************
 AH6479  DESIGNATION -  TUNB 01
 AH6479  PID         -  AH6479
 AH6479  STATE/COUNTY-  LA/TERREBONNE
 AH6479  USGS QUAD   -  HOUMA (1980)
 AH6479
 AH6479                         *CURRENT SURVEY CONTROL
 AH6479  ___________________________________________________________________
 AH6479* NAD 83(1992)-  29 35 28.22259(N)    090 43 34.94780(W)     ADJUSTED  
 AH6479* NAVD 88     -         2.5  **(meters)       8.   **(feet)  GPS OBS   
 AH6479  **This station is located in a subsidence area (see below).
 AH6479  ___________________________________________________________________
 AH6479  X           -     -70,368.510 (meters)                     COMP
 AH6479  Y           -  -5,550,309.459 (meters)                     COMP
 AH6479  Z           -   3,131,035.298 (meters)                     COMP
 AH6479  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6479  ELLIP HEIGHT-         -22.94  (meters)          (02/21/02) GPS OBS
 AH6479  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AH6479
 AH6479  HORZ ORDER  -  FIRST
 AH6479  ELLP ORDER  -  FIFTH     CLASS I
 AH6479
 AH6479.The horizontal coordinates were established by GPS observations
 AH6479.and adjusted by the National Geodetic Survey in December 1998..
 AH6479
 AH6479 ** The orthometric height has not been validated since last determined
 AH6479 ** by differential leveling and should not be used for control purposes.
 AH6479 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6479 ** area with valid NAVD 88 orthometric heights.
 AH6479 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6479 ** epoch indicated which incorporates improved geoid heights for the
 AH6479 ** Southern Louisiana Subsidence area.
 AH6479 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6479.The orthometric height was determined by GPS observations and a
 AH6479.high-resolution geoid model.
 AH6479
 AH6479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6479
 AH6479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6479
 AH6479.The ellipsoidal height was determined by GPS observations
 AH6479.and is referenced to NAD 83.
 AH6479
 AH6479.The geoid height was determined by GEOID03.
 AH6479
 AH6479;                    North         East     Units Scale Factor Converg.
 AH6479;SPC LA S     -   121,107.044 1,058,798.615   MT  0.99995114   +0 18 12.6
 AH6479;SPC LA S     -   397,332.03  3,473,741.79   sFT  0.99995114   +0 18 12.6
 AH6479;UTM  15      - 3,275,643.668   720,208.993   MT  1.00019837   +1 07 23.5
 AH6479
 AH6479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6479!SPC LA S     -   1.00000360  x   0.99995114  =   0.99995474
 AH6479!UTM  15      -   1.00000360  x   1.00019837  =   1.00020197
 AH6479
 AH6479:                Primary Azimuth Mark                     Grid Az
 AH6479:SPC LA S     -  TUNB 02                                  278 19 56.4
 AH6479:UTM  15      -  TUNB 02                                  277 30 45.5
 AH6479
 AH6479|---------------------------------------------------------------------|
 AH6479| PID    Reference Object                     Distance      Geod. Az  |
 AH6479|                                                           dddmmss.s |
 AH6479| AH6478 TUNB 02                             APPROX. 0.8 KM 2783809.0 |
 AH6479|---------------------------------------------------------------------|
 AH6479
 AH6479                          SUPERSEDED SURVEY CONTROL
 AH6479
 AH6479  ELLIP H (12/17/98)  -22.90   (m)                       GP(       ) 4 2
 AH6479
 AH6479.Superseded values are not recommended for survey control.
 AH6479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6479.See file dsdata.txt to determine how the superseded data were derived.
 AH6479
 AH6479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2020975644(NAD 83)
 AH6479_MARKER: DD = SURVEY DISK
 AH6479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6479_STAMPING: TUNB 01
 AH6479_MARK LOGO: LA-109
 AH6479_PROJECTION: FLUSH
 AH6479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6479+STABILITY: SURFACE MOTION
 AH6479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6479+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6479
 AH6479  HISTORY     - Date     Condition        Report By
 AH6479  HISTORY     - 1995     MONUMENTED       MPHI
 AH6479
 AH6479                          STATION DESCRIPTION
 AH6479
 AH6479'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6479'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6479'24 FOR 0.2 MI (0.3 KM)  TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6479'ON HWY 90 AND TRAVEL WEST FOR 0.5 MI (0.8 KM)  TO INTERSECTION WITH
 AH6479'HWY 3040. TURN RIGHT ON HWY 3040 AND TRAVEL WEST FOR 0.35 MI (0.56 KM)
 AH6479'AND THE STATION IS ON THE LEFT.  THE STATION IS A 2 INCH DISK IN
 AH6479'CONCRETE. THE STATION IS 28.0 FT (8.5 M)  WEST FROM THE CENTERLINE OF
 AH6479'BARATARIA BLVD (SOUTHBOUND), 68.15 FT (20.77 M)  NORTHWEST FROM THE
 AH6479'POWER POLE WITH LIGHTS, 21.6 FT (6.6 M)  NORTHWEST FROM THE CENTERLINE
 AH6479'OF THE CATCH BASIN, 57.4 FT (17.5 M)  NORTH FROM THE CENTERLINE OF
 AH6479'TUNNEL BLVD (EAST BOUND), AND 91.9 FT (28.0 M)  SOUTH FROM THE
 AH6479'CENTERLINE OF THE BILLBOARD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6478 ***********************************************************************
 AH6478  DESIGNATION -  TUNB 02
 AH6478  PID         -  AH6478
 AH6478  STATE/COUNTY-  LA/TERREBONNE
 AH6478  USGS QUAD   -  HOUMA (1980)
 AH6478
 AH6478                         *CURRENT SURVEY CONTROL
 AH6478  ___________________________________________________________________
 AH6478* NAD 83(1992)-  29 35 31.98420(N)    090 44 03.29273(W)     ADJUSTED  
 AH6478* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6478  **This station is located in a subsidence area (see below).
 AH6478  ___________________________________________________________________
 AH6478  X           -     -71,130.488 (meters)                     COMP
 AH6478  Y           -  -5,550,241.556 (meters)                     COMP
 AH6478  Z           -   3,131,135.450 (meters)                     COMP
 AH6478  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6478  ELLIP HEIGHT-         -24.08  (meters)          (02/21/02) GPS OBS
 AH6478  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6478
 AH6478  HORZ ORDER  -  FIRST
 AH6478  ELLP ORDER  -  FIFTH     CLASS I
 AH6478
 AH6478.The horizontal coordinates were established by GPS observations
 AH6478.and adjusted by the National Geodetic Survey in December 1998..
 AH6478
 AH6478 ** The orthometric height has not been validated since last determined
 AH6478 ** by differential leveling and should not be used for control purposes.
 AH6478 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6478 ** area with valid NAVD 88 orthometric heights.
 AH6478 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6478 ** epoch indicated which incorporates improved geoid heights for the
 AH6478 ** Southern Louisiana Subsidence area.
 AH6478 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6478.The orthometric height was determined by GPS observations and a
 AH6478.high-resolution geoid model.
 AH6478
 AH6478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6478
 AH6478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6478
 AH6478.The ellipsoidal height was determined by GPS observations
 AH6478.and is referenced to NAD 83.
 AH6478
 AH6478.The geoid height was determined by GEOID03.
 AH6478
 AH6478;                    North         East     Units Scale Factor Converg.
 AH6478;SPC LA S     -   121,218.844 1,058,035.269   MT  0.99995101   +0 17 58.4
 AH6478;SPC LA S     -   397,698.82  3,471,237.38   sFT  0.99995101   +0 17 58.4
 AH6478;UTM  15      - 3,275,744.561   719,443.939   MT  1.00019421   +1 07 09.6
 AH6478
 AH6478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6478!SPC LA S     -   1.00000378  x   0.99995101  =   0.99995479
 AH6478!UTM  15      -   1.00000378  x   1.00019421  =   1.00019799
 AH6478
 AH6478:                Primary Azimuth Mark                     Grid Az
 AH6478:SPC LA S     -  TUNB 01                                  098 19 56.6
 AH6478:UTM  15      -  TUNB 01                                  097 30 45.4
 AH6478
 AH6478|---------------------------------------------------------------------|
 AH6478| PID    Reference Object                     Distance      Geod. Az  |
 AH6478|                                                           dddmmss.s |
 AH6478| AH6479 TUNB 01                             APPROX. 0.8 KM 0983755.0 |
 AH6478|---------------------------------------------------------------------|
 AH6478
 AH6478                          SUPERSEDED SURVEY CONTROL
 AH6478
 AH6478  ELLIP H (12/17/98)  -24.03   (m)                       GP(       ) 4 2
 AH6478
 AH6478.Superseded values are not recommended for survey control.
 AH6478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6478.See file dsdata.txt to determine how the superseded data were derived.
 AH6478
 AH6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1944475745(NAD 83)
 AH6478_MARKER: DD = SURVEY DISK
 AH6478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6478_STAMPING: TUNB 02
 AH6478_MARK LOGO: LA-109
 AH6478_PROJECTION: FLUSH
 AH6478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6478+STABILITY: SURFACE MOTION
 AH6478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6478+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6478
 AH6478  HISTORY     - Date     Condition        Report By
 AH6478  HISTORY     - 1995     MONUMENTED       MPHI
 AH6478
 AH6478                          STATION DESCRIPTION
 AH6478
 AH6478'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6478'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6478'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST. TURN RIGHT ON
 AH6478'HWY 90 AND TRAVEL WEST FOR 0.5 MI (0.8 KM) TO INTERSECTION WITH HWY
 AH6478'3040. TURN RIGHT ON HWY 3040 AND TRAVEL WEST FOR 0.85 MI (1.37 KM) AND
 AH6478'THE STATION IS ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN
 AH6478'CONCRETE. THE STATION IS 29.0 FT (8.8 M) NORTHEAST FROM THE CENTERLINE
 AH6478'OF TUNNEL BLVD (WESTBOUND), 115.8 FT (35.3 M) SOUTHEAST FROM THE
 AH6478'CENTERLINE OF POLK STREET, 82.6 FT (25.2 M) WEST FROM THE NORTH END OF
 AH6478'THE CROSSING DRAIN, 67.4 FT (20.5 M) SOUTHEAST FROM THE METAL POWER
 AH6478'POLE, AND 64.6 FT (19.7 M) SOUTHWEST FROM THE WATERS EDGE OF BAYOU
 AH6478'LACARPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6476 ***********************************************************************
 AH6476  DESIGNATION -  TUNB 03
 AH6476  PID         -  AH6476
 AH6476  STATE/COUNTY-  LA/TERREBONNE
 AH6476  USGS QUAD   -  HOUMA (1980)
 AH6476
 AH6476                         *CURRENT SURVEY CONTROL
 AH6476  ___________________________________________________________________
 AH6476* NAD 83(1992)-  29 35 41.39961(N)    090 44 29.61031(W)     ADJUSTED  
 AH6476* NAVD 88     -         2.1  **(meters)       7.   **(feet)  GPS OBS   
 AH6476  **This station is located in a subsidence area (see below).
 AH6476  ___________________________________________________________________
 AH6476  X           -     -71,836.805 (meters)                     COMP
 AH6476  Y           -  -5,550,089.915 (meters)                     COMP
 AH6476  Z           -   3,131,387.896 (meters)                     COMP
 AH6476  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6476  ELLIP HEIGHT-         -23.35  (meters)          (02/21/02) GPS OBS
 AH6476  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6476
 AH6476  HORZ ORDER  -  FIRST
 AH6476  ELLP ORDER  -  FIFTH     CLASS I
 AH6476
 AH6476.The horizontal coordinates were established by GPS observations
 AH6476.and adjusted by the National Geodetic Survey in December 1998..
 AH6476
 AH6476 ** The orthometric height has not been validated since last determined
 AH6476 ** by differential leveling and should not be used for control purposes.
 AH6476 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6476 ** area with valid NAVD 88 orthometric heights.
 AH6476 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6476 ** epoch indicated which incorporates improved geoid heights for the
 AH6476 ** Southern Louisiana Subsidence area.
 AH6476 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6476.The orthometric height was determined by GPS observations and a
 AH6476.high-resolution geoid model.
 AH6476
 AH6476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6476
 AH6476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6476
 AH6476.The ellipsoidal height was determined by GPS observations
 AH6476.and is referenced to NAD 83.
 AH6476
 AH6476.The geoid height was determined by GEOID03.
 AH6476
 AH6476;                    North         East     Units Scale Factor Converg.
 AH6476;SPC LA S     -   121,505.051 1,057,325.593   MT  0.99995069   +0 17 45.2
 AH6476;SPC LA S     -   398,637.82  3,468,909.05   sFT  0.99995069   +0 17 45.2
 AH6476;UTM  15      - 3,276,020.651   718,730.068   MT  1.00019035   +1 06 56.9
 AH6476
 AH6476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6476!SPC LA S     -   1.00000367  x   0.99995069  =   0.99995436
 AH6476!UTM  15      -   1.00000367  x   1.00019035  =   1.00019402
 AH6476
 AH6476:                Primary Azimuth Mark                     Grid Az
 AH6476:SPC LA S     -  TUNB 02                                  111 57 49.9
 AH6476:UTM  15      -  TUNB 02                                  111 08 38.2
 AH6476
 AH6476|---------------------------------------------------------------------|
 AH6476| PID    Reference Object                     Distance      Geod. Az  |
 AH6476|                                                           dddmmss.s |
 AH6476| AH6478 TUNB 02                             APPROX. 0.8 KM 1121535.1 |
 AH6476| AH6246 SOUTHDOWN AZIMUTH MARK              APPROX. 0.6 KM 1642949.0 |
 AH6476|---------------------------------------------------------------------|
 AH6476
 AH6476                          SUPERSEDED SURVEY CONTROL
 AH6476
 AH6476  ELLIP H (12/17/98)  -23.30   (m)                       GP(       ) 4 2
 AH6476
 AH6476.Superseded values are not recommended for survey control.
 AH6476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6476.See file dsdata.txt to determine how the superseded data were derived.
 AH6476
 AH6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1873076021(NAD 83)
 AH6476_MARKER: DD = SURVEY DISK
 AH6476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6476_STAMPING: TUNB 03
 AH6476_MARK LOGO: LA-109
 AH6476_PROJECTION: FLUSH
 AH6476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6476+STABILITY: SURFACE MOTION
 AH6476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6476+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6476
 AH6476  HISTORY     - Date     Condition        Report By
 AH6476  HISTORY     - 1995     MONUMENTED       MPHI
 AH6476
 AH6476                          STATION DESCRIPTION
 AH6476
 AH6476'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6476'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6476'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6476'ON HWY 90 AND TRAVEL WEST FOR 0.5 MI (0.8 KM) TO INTERSECTION WITH HWY
 AH6476'3040. TURN RIGHT ON HWY 3040 AND TRAVEL WEST FOR 1.35 MI (2.17 KM) AND
 AH6476'THE STATION IS ON THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6476'THE STATION IS 29.2 FT (8.9 M) SOUTHWEST FROM THE CENTERLINE OF TUNNEL
 AH6476'BLVD (EASTBOUND), 63.8 FT (19.4 M) EAST FROM THE CENTERLINE OF ST.
 AH6476'CHARLES, 27.0 FT (8.2 M) NORTHWEST FROM THE CENTERLINE OF THE
 AH6476'TELEPHONE MANHOLE, 47.5 FT (14.5 M) NORTHEAST FROM THE CENTERLINE OF
 AH6476'HEADWALL ON EAST END OF CROSSING DRAIN UNDER ST. CHARLES, AND 27.7 FT
 AH6476'(8.4 M) NORTH FROM THE CENTERLINE OF THE RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6483 ***********************************************************************
 AH6483  DESIGNATION -  TUNB 04
 AH6483  PID         -  AH6483
 AH6483  STATE/COUNTY-  LA/TERREBONNE
 AH6483  USGS QUAD   -  HUMPHREYS (1980)
 AH6483
 AH6483                         *CURRENT SURVEY CONTROL
 AH6483  ___________________________________________________________________
 AH6483* NAD 83(1992)-  29 36 56.55106(N)    090 45 25.87624(W)     ADJUSTED  
 AH6483* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6483  **This station is located in a subsidence area (see below).
 AH6483  ___________________________________________________________________
 AH6483  X           -     -73,335.667 (meters)                     COMP
 AH6483  Y           -  -5,548,926.379 (meters)                     COMP
 AH6483  Z           -   3,133,399.357 (meters)                     COMP
 AH6483  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6483  ELLIP HEIGHT-         -24.15  (meters)          (02/21/02) GPS OBS
 AH6483  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6483
 AH6483  HORZ ORDER  -  FIRST
 AH6483  ELLP ORDER  -  FIFTH     CLASS I
 AH6483
 AH6483.The horizontal coordinates were established by GPS observations
 AH6483.and adjusted by the National Geodetic Survey in December 1998..
 AH6483
 AH6483 ** The orthometric height has not been validated since last determined
 AH6483 ** by differential leveling and should not be used for control purposes.
 AH6483 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6483 ** area with valid NAVD 88 orthometric heights.
 AH6483 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6483 ** epoch indicated which incorporates improved geoid heights for the
 AH6483 ** Southern Louisiana Subsidence area.
 AH6483 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6483.The orthometric height was determined by GPS observations and a
 AH6483.high-resolution geoid model.
 AH6483
 AH6483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6483
 AH6483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6483
 AH6483.The ellipsoidal height was determined by GPS observations
 AH6483.and is referenced to NAD 83.
 AH6483
 AH6483.The geoid height was determined by GEOID03.
 AH6483
 AH6483;                    North         East     Units Scale Factor Converg.
 AH6483;SPC LA S     -   123,811.140 1,055,799.940   MT  0.99994819   +0 17 17.1
 AH6483;SPC LA S     -   406,203.72  3,463,903.64   sFT  0.99994819   +0 17 17.1
 AH6483;UTM  15      - 3,278,305.202   717,171.187   MT  1.00018197   +1 06 31.6
 AH6483
 AH6483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6483!SPC LA S     -   1.00000379  x   0.99994819  =   0.99995198
 AH6483!UTM  15      -   1.00000379  x   1.00018197  =   1.00018576
 AH6483
 AH6483:                Primary Azimuth Mark                     Grid Az
 AH6483:SPC LA S     -  TUNB 05                                  340 02 00.7
 AH6483:UTM  15      -  TUNB 05                                  339 12 46.2
 AH6483
 AH6483|---------------------------------------------------------------------|
 AH6483| PID    Reference Object                     Distance      Geod. Az  |
 AH6483|                                                           dddmmss.s |
 AH6483| AH6485 TUNB 05                             APPROX. 0.8 KM 3401917.8 |
 AH6483|---------------------------------------------------------------------|
 AH6483
 AH6483                          SUPERSEDED SURVEY CONTROL
 AH6483
 AH6483  ELLIP H (12/17/98)  -24.11   (m)                       GP(       ) 4 2
 AH6483
 AH6483.Superseded values are not recommended for survey control.
 AH6483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6483.See file dsdata.txt to determine how the superseded data were derived.
 AH6483
 AH6483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1717178305(NAD 83)
 AH6483_MARKER: DD = SURVEY DISK
 AH6483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6483_STAMPING: TUNB 04
 AH6483_MARK LOGO: LA-109
 AH6483_PROJECTION: FLUSH
 AH6483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6483+STABILITY: SURFACE MOTION
 AH6483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6483+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6483
 AH6483  HISTORY     - Date     Condition        Report By
 AH6483  HISTORY     - 1995     MONUMENTED       MPHI
 AH6483
 AH6483                          STATION DESCRIPTION
 AH6483
 AH6483'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6483'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6483'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6483'ON HWY 90 AND TRAVEL WEST FOR 0.5 MI (0.8 KM) TO INTERSECTION WITH HWY
 AH6483'3040.  TURN RIGHT ON HWY 3040 AND TRAVEL WEST FOR 3.3 MI (5.3 KM) AND
 AH6483'THE STATION IS ON THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6483'THE STATION IS 46.00 FT (14.02 M) SOUTHWEST FROM THE CENTERLINE OF
 AH6483'MARTIN LUTHER KING BLVD (TURNING LANE), 150.40 FT (45.84 M) SOUTHEAST
 AH6483'FROM POWER POLE NO.44, 53.0 FT (16.2 M) SOUTHEAST FROM POWER POLE
 AH6483'NO.43, 148.20 FT (45.17 M) NORTH FROM POWER POLE NO.42, AND 63.20 FT
 AH6483'(19.26 M) NORTHEAST FROM THE 6 INCH STEEL H BEAM (4X8 SIGN POST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6485 ***********************************************************************
 AH6485  DESIGNATION -  TUNB 05
 AH6485  PID         -  AH6485
 AH6485  STATE/COUNTY-  LA/TERREBONNE
 AH6485  USGS QUAD   -  HUMPHREYS (1980)
 AH6485
 AH6485                         *CURRENT SURVEY CONTROL
 AH6485  ___________________________________________________________________
 AH6485* NAD 83(1992)-  29 37 19.96570(N)    090 45 35.46011(W)     ADJUSTED  
 AH6485* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6485  **This station is located in a subsidence area (see below).
 AH6485  ___________________________________________________________________
 AH6485  X           -     -73,588.767 (meters)                     COMP
 AH6485  Y           -  -5,548,566.692 (meters)                     COMP
 AH6485  Z           -   3,134,026.104 (meters)                     COMP
 AH6485  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6485  ELLIP HEIGHT-         -24.14  (meters)          (02/21/02) GPS OBS
 AH6485  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH6485
 AH6485  HORZ ORDER  -  FIRST
 AH6485  ELLP ORDER  -  FIFTH     CLASS I
 AH6485
 AH6485.The horizontal coordinates were established by GPS observations
 AH6485.and adjusted by the National Geodetic Survey in December 1998..
 AH6485
 AH6485 ** The orthometric height has not been validated since last determined
 AH6485 ** by differential leveling and should not be used for control purposes.
 AH6485 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6485 ** area with valid NAVD 88 orthometric heights.
 AH6485 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6485 ** epoch indicated which incorporates improved geoid heights for the
 AH6485 ** Southern Louisiana Subsidence area.
 AH6485 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6485.The orthometric height was determined by GPS observations and a
 AH6485.high-resolution geoid model.
 AH6485
 AH6485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6485
 AH6485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6485
 AH6485.The ellipsoidal height was determined by GPS observations
 AH6485.and is referenced to NAD 83.
 AH6485
 AH6485.The geoid height was determined by GEOID03.
 AH6485
 AH6485;                    North         East     Units Scale Factor Converg.
 AH6485;SPC LA S     -   124,530.750 1,055,538.501   MT  0.99994744   +0 17 12.3
 AH6485;SPC LA S     -   408,564.64  3,463,045.90   sFT  0.99994744   +0 17 12.3
 AH6485;UTM  15      - 3,279,021.160   716,899.402   MT  1.00018051   +1 06 27.7
 AH6485
 AH6485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6485!SPC LA S     -   1.00000379  x   0.99994744  =   0.99995123
 AH6485!UTM  15      -   1.00000379  x   1.00018051  =   1.00018430
 AH6485
 AH6485:                Primary Azimuth Mark                     Grid Az
 AH6485:SPC LA S     -  TUNB 04                                  160 02 00.8
 AH6485:UTM  15      -  TUNB 04                                  159 12 45.4
 AH6485
 AH6485|---------------------------------------------------------------------|
 AH6485| PID    Reference Object                     Distance      Geod. Az  |
 AH6485|                                                           dddmmss.s |
 AH6485| AH6483 TUNB 04                             APPROX. 0.8 KM 1601913.1 |
 AH6485|---------------------------------------------------------------------|
 AH6485
 AH6485                          SUPERSEDED SURVEY CONTROL
 AH6485
 AH6485  ELLIP H (12/17/98)  -24.09   (m)                       GP(       ) 4 2
 AH6485
 AH6485.Superseded values are not recommended for survey control.
 AH6485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6485.See file dsdata.txt to determine how the superseded data were derived.
 AH6485
 AH6485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1689979021(NAD 83)
 AH6485_MARKER: DD = SURVEY DISK
 AH6485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6485_STAMPING: TUNB 05
 AH6485_MARK LOGO: LA-109
 AH6485_PROJECTION: FLUSH
 AH6485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6485+STABILITY: SURFACE MOTION
 AH6485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6485+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6485
 AH6485  HISTORY     - Date     Condition        Report By
 AH6485  HISTORY     - 1995     MONUMENTED       MPHI
 AH6485
 AH6485                          STATION DESCRIPTION
 AH6485
 AH6485'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6485'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6485'24 FOR 0.2 MI (0.3 KM)  TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6485'ON HWY 90 AND TRAVEL WEST FOR 0.5 MI (0.8 KM)  TO INTERSECTION WITH
 AH6485'HWY 3040. TURN RIGHT ON HWY 3040 AND TRAVEL WEST FOR 3.7 MI (6.0 KM)
 AH6485'AND THE STATION IS ON THE LEFT. THE STATION IS 49.50 FT (15.09 M)
 AH6485'SOUTHWEST FROM THE CENTERLINE OF MARTIN LUTHER KING BLVD (TURNING
 AH6485'LANE), 108.70 FT (33.13 M)  NORTH FROM THE POWER POLE WITH LIGHT,
 AH6485'73.50 FT (22.40 M) NORTHEAST FROM THE PIPELINE CASING VENT (COLUMBIA
 AH6485'GULF), 52.80 FT (16.09 M) EAST FROM THE RIGHT-OF-WAY MARKER, AND 58.60
 AH6485'FT (17.86 M) SOUTHEAST FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6484 ***********************************************************************
 AH6484  DESIGNATION -  TUNB 06
 AH6484  PID         -  AH6484
 AH6484  STATE/COUNTY-  LA/TERREBONNE
 AH6484  USGS QUAD   -  GRAY (1980)
 AH6484
 AH6484                         *CURRENT SURVEY CONTROL
 AH6484  ___________________________________________________________________
 AH6484* NAD 83(1992)-  29 37 45.78539(N)    090 45 43.89754(W)     ADJUSTED  
 AH6484* NAVD 88     -         1.4  **(meters)       5.   **(feet)  GPS OBS   
 AH6484  **This station is located in a subsidence area (see below).
 AH6484  ___________________________________________________________________
 AH6484  X           -     -73,810.508 (meters)                     COMP
 AH6484  Y           -  -5,548,170.777 (meters)                     COMP
 AH6484  Z           -   3,134,717.211 (meters)                     COMP
 AH6484  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6484  ELLIP HEIGHT-         -24.07  (meters)          (02/21/02) GPS OBS
 AH6484  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AH6484
 AH6484  HORZ ORDER  -  FIRST
 AH6484  ELLP ORDER  -  FIFTH     CLASS I
 AH6484
 AH6484.The horizontal coordinates were established by GPS observations
 AH6484.and adjusted by the National Geodetic Survey in December 1998..
 AH6484
 AH6484 ** The orthometric height has not been validated since last determined
 AH6484 ** by differential leveling and should not be used for control purposes.
 AH6484 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6484 ** area with valid NAVD 88 orthometric heights.
 AH6484 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6484 ** epoch indicated which incorporates improved geoid heights for the
 AH6484 ** Southern Louisiana Subsidence area.
 AH6484 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6484.The orthometric height was determined by GPS observations and a
 AH6484.high-resolution geoid model.
 AH6484
 AH6484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6484
 AH6484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6484
 AH6484.The ellipsoidal height was determined by GPS observations
 AH6484.and is referenced to NAD 83.
 AH6484
 AH6484.The geoid height was determined by GEOID03.
 AH6484
 AH6484;                    North         East     Units Scale Factor Converg.
 AH6484;SPC LA S     -   125,324.568 1,055,307.564   MT  0.99994663   +0 17 08.1
 AH6484;SPC LA S     -   411,169.02  3,462,288.23   sFT  0.99994663   +0 17 08.1
 AH6484;UTM  15      - 3,279,811.771   716,657.057   MT  1.00017921   +1 06 24.4
 AH6484
 AH6484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6484!SPC LA S     -   1.00000378  x   0.99994663  =   0.99995041
 AH6484!UTM  15      -   1.00000378  x   1.00017921  =   1.00018299
 AH6484
 AH6484:                Primary Azimuth Mark                     Grid Az
 AH6484:SPC LA S     -  TUNB 05                                  163 46 45.4
 AH6484:UTM  15      -  TUNB 05                                  162 57 29.1
 AH6484
 AH6484|---------------------------------------------------------------------|
 AH6484| PID    Reference Object                     Distance      Geod. Az  |
 AH6484|                                                           dddmmss.s |
 AH6484| AH6485 TUNB 05                             APPROX. 0.8 KM 1640353.5 |
 AH6484|---------------------------------------------------------------------|
 AH6484
 AH6484                          SUPERSEDED SURVEY CONTROL
 AH6484
 AH6484  ELLIP H (12/17/98)  -24.02   (m)                       GP(       ) 4 2
 AH6484
 AH6484.Superseded values are not recommended for survey control.
 AH6484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6484.See file dsdata.txt to determine how the superseded data were derived.
 AH6484
 AH6484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1665779812(NAD 83)
 AH6484_MARKER: DD = SURVEY DISK
 AH6484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6484_STAMPING: TUNB 06
 AH6484_MARK LOGO: LA-109
 AH6484_PROJECTION: FLUSH
 AH6484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6484+STABILITY: SURFACE MOTION
 AH6484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6484+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6484
 AH6484  HISTORY     - Date     Condition        Report By
 AH6484  HISTORY     - 1995     MONUMENTED       MPHI
 AH6484
 AH6484                          STATION DESCRIPTION
 AH6484
 AH6484'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6484'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6484'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6484'ON HWY 90 AND TRAVEL WEST FOR 0.5 MI (0.8 KM) TO INTERSECTION WITH HWY
 AH6484'3040. TURN RIGHT ON HWY 3040 AND TRAVEL WEST FOR 4.2 MI (6.8 KM) AND
 AH6484'THE STATION IS ON THE LEFT.  THE STATION IS A 2 INCH DISK IN CONCRETE.
 AH6484'THE STATION IS 45.70 FT (13.93 M) WEST FROM THE CENTERLINE OF MARTIN
 AH6484'LUTHER KING BLVD (TURNING LANE), 138.30 FT (42.15 M) NORTHEAST FROM
 AH6484'THE POWER POLE WITH A LIGHT, 94.00 FT (28.65 M) NORTHEAST FROM THE 4
 AH6484'INCH IRON PIPE SIGN POST, 53.00 FT (16.15 M) EAST FROM THE POWER POLE,
 AH6484'67.00 FT (20.42 M) SOUTHEAST FROM THE RIGHT-OF-WAY MARKER ON THE NORTH
 AH6484'POST ON THE GATE AND 149.00 FT (45.42 M) SOUTHEAST FROM THE POWER
 AH6484'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6490 ***********************************************************************
 AH6490  DESIGNATION -  TUNB 07
 AH6490  PID         -  AH6490
 AH6490  STATE/COUNTY-  LA/TERREBONNE
 AH6490  USGS QUAD   -  GRAY (1980)
 AH6490
 AH6490                         *CURRENT SURVEY CONTROL
 AH6490  ___________________________________________________________________
 AH6490* NAD 83(1992)-  29 38 06.44146(N)    090 45 36.30931(W)     ADJUSTED  
 AH6490* NAVD 88     -         2.8  **(meters)       9.   **(feet)  GPS OBS   
 AH6490  **This station is located in a subsidence area (see below).
 AH6490  ___________________________________________________________________
 AH6490  X           -     -73,602.242 (meters)                     COMP
 AH6490  Y           -  -5,547,860.217 (meters)                     COMP
 AH6490  Z           -   3,135,270.705 (meters)                     COMP
 AH6490  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6490  ELLIP HEIGHT-         -22.73  (meters)          (02/21/02) GPS OBS
 AH6490  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH6490
 AH6490  HORZ ORDER  -  FIRST
 AH6490  ELLP ORDER  -  FIFTH     CLASS I
 AH6490
 AH6490.The horizontal coordinates were established by GPS observations
 AH6490.and adjusted by the National Geodetic Survey in December 1998..
 AH6490
 AH6490 ** The orthometric height has not been validated since last determined
 AH6490 ** by differential leveling and should not be used for control purposes.
 AH6490 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6490 ** area with valid NAVD 88 orthometric heights.
 AH6490 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6490 ** epoch indicated which incorporates improved geoid heights for the
 AH6490 ** Southern Louisiana Subsidence area.
 AH6490 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6490.The orthometric height was determined by GPS observations and a
 AH6490.high-resolution geoid model.
 AH6490
 AH6490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6490
 AH6490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6490
 AH6490.The ellipsoidal height was determined by GPS observations
 AH6490.and is referenced to NAD 83.
 AH6490
 AH6490.The geoid height was determined by GEOID03.
 AH6490
 AH6490;                    North         East     Units Scale Factor Converg.
 AH6490;SPC LA S     -   125,961.559 1,055,508.498   MT  0.99994599   +0 17 11.9
 AH6490;SPC LA S     -   413,258.88  3,462,947.46   sFT  0.99994599   +0 17 11.9
 AH6490;UTM  15      - 3,280,451.726   716,848.885   MT  1.00018024   +1 06 28.9
 AH6490
 AH6490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6490!SPC LA S     -   1.00000357  x   0.99994599  =   0.99994956
 AH6490!UTM  15      -   1.00000357  x   1.00018024  =   1.00018381
 AH6490
 AH6490:                Primary Azimuth Mark                     Grid Az
 AH6490:SPC LA S     -  TUNB 05                                  178 47 55.4
 AH6490:UTM  15      -  TUNB 05                                  177 58 38.4
 AH6490
 AH6490|---------------------------------------------------------------------|
 AH6490| PID    Reference Object                     Distance      Geod. Az  |
 AH6490|                                                           dddmmss.s |
 AH6490| AH6485 TUNB 05                             APPROX. 1.4 KM 1790507.3 |
 AH6490| AH6484 TUNB 06                             APPROX. 0.7 KM 1974738.9 |
 AH6490|---------------------------------------------------------------------|
 AH6490
 AH6490                          SUPERSEDED SURVEY CONTROL
 AH6490
 AH6490  ELLIP H (12/17/98)  -22.68   (m)                       GP(       ) 4 2
 AH6490
 AH6490.Superseded values are not recommended for survey control.
 AH6490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6490.See file dsdata.txt to determine how the superseded data were derived.
 AH6490
 AH6490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1684980452(NAD 83)
 AH6490_MARKER: DD = SURVEY DISK
 AH6490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6490_STAMPING: TUNB 07
 AH6490_MARK LOGO: LA-109
 AH6490_PROJECTION: FLUSH
 AH6490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6490+STABILITY: SURFACE MOTION
 AH6490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6490+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6490
 AH6490  HISTORY     - Date     Condition        Report By
 AH6490  HISTORY     - 1995     MONUMENTED       MPHI
 AH6490
 AH6490                          STATION DESCRIPTION
 AH6490
 AH6490'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6490'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6490'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6490'ON HWY 90 AND TRAVEL WEST FOR 0.5 MI (0.8 KM) TO INTERSECTION WITH HWY
 AH6490'3040. TURN RIGHT ON HWY 3040 AND TRAVEL WEST FOR 4.7 MI (7.6 KM) AND
 AH6490'THE STATION IS ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN
 AH6490'CONCRETE. THE STATION IS 57.0 FT (17.4 M) SOUTHEAST FROM THE
 AH6490'CENTERLINE OF THE YELLOW STRIP AT THE INTERSECTION, 141.7 FT (43.2 M)
 AH6490'SOUTHWEST FROM THE CENTERLINE OF WEST MAIN, 108.9 FT (33.2 M) WEST
 AH6490'FROM THE POWER POLE WITH A LIGHT, 68.1 FT (20.8 M) NORTHWEST FROM THE
 AH6490'CENTERLINE OF THE SOUTHERN GAS PUMP AT THE JUBILEE FOOD AND DELI, AND
 AH6490'112 FT (34.1 M) NORTHEAST FROM THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2956 ***********************************************************************
 BH2956  DESIGNATION -  TUNG
 BH2956  PID         -  BH2956
 BH2956  STATE/COUNTY-  LA/ST TAMMANY
 BH2956  USGS QUAD   -  BUSH (1983)
 BH2956
 BH2956                         *CURRENT SURVEY CONTROL
 BH2956  ___________________________________________________________________
 BH2956* NAD 83(1992)-  30 36 14.61605(N)    089 58 59.91103(W)     ADJUSTED  
 BH2956* NAVD 88     -        49.6    (meters)     163.     (feet)  VERTCON   
 BH2956  ___________________________________________________________________
 BH2956  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BH2956  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BH2956
 BH2956  HORZ ORDER  -  SECOND
 BH2956
 BH2956.The horizontal coordinates were established by classical geodetic methods
 BH2956.and adjusted by the National Geodetic Survey in May 1994..
 BH2956
 BH2956.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2956
 BH2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2956
 BH2956.The geoid height was determined by GEOID03.
 BH2956
 BH2956;                    North         East     Units Scale Factor Converg.
 BH2956;SPC LA S     -   233,989.895 1,129,457.297   MT  0.99998100   +0 40 30.1
 BH2956;SPC LA S     -   767,681.85  3,705,561.15   sFT  0.99998100   +0 40 30.1
 BH2956;UTM  16      - 3,389,516.503   213,962.643   MT  1.00060944   -1 31 11.4
 BH2956;UTM  15      - 3,389,601.940   789,239.497   MT  1.00063217   +1 32 12.7
 BH2956
 BH2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2956!SPC LA S     -   0.99999651  x   0.99998100  =   0.99997751
 BH2956!UTM  16      -   0.99999651  x   1.00060944  =   1.00060595
 BH2956!UTM  15      -   0.99999651  x   1.00063217  =   1.00062868
 BH2956
 BH2956:                Primary Azimuth Mark                     Grid Az
 BH2956:SPC LA S     -  TUNG AZ MK                               045 34 00.0
 BH2956:UTM  16      -  TUNG AZ MK                               047 45 41.5
 BH2956:UTM  15      -  TUNG AZ MK                               044 42 17.4
 BH2956
 BH2956|---------------------------------------------------------------------|
 BH2956| PID    Reference Object                     Distance      Geod. Az  |
 BH2956|                                                           dddmmss.s |
 BH2956| DD9200 TUNG AZ MK                                         0461430.1 |
 BH2956| BH3182 TUNG AZ MK 3                        248.431 METERS 04616     |
 BH2956| BH3187 TUNG RM 1                            13.626 METERS 04811     |
 BH2956| BH2957 TUNG LDH 1970 A POINT                21.104 METERS 18008     |
 BH2956| BH3189 TUNG AZ MK 2                        420.138 METERS 2241238.3 |
 BH2956| BH3188 TUNG RM 2                            16.271 METERS 22654     |
 BH2956|---------------------------------------------------------------------|
 BH2956
 BH2956                          SUPERSEDED SURVEY CONTROL
 BH2956
 BH2956  NAD 83(1992)-  30 36 14.61734(N)    089 58 59.91113(W) AD(       ) 2
 BH2956  NAD 83(1986)-  30 36 14.62889(N)    089 58 59.90815(W) AD(       ) 2
 BH2956  NAD 27      -  30 36 13.94264(N)    089 58 59.63755(W) AD(       ) 2
 BH2956  NGVD 29 (07/19/86)   49.7    (m)          163.     (f) VERT ANG       
 BH2956
 BH2956.Superseded values are not recommended for survey control.
 BH2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2956.See file dsdata.txt to determine how the superseded data were derived.
 BH2956
 BH2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1396389517(NAD 83)
 BH2956_MARKER: DD = SURVEY DISK
 BH2956_SETTING: 0 = UNSPECIFIED SETTING
 BH2956_MARK LOGO: LADH  
 BH2956_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2956+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1987
 BH2956
 BH2956  HISTORY     - Date     Condition        Report By
 BH2956  HISTORY     - 1970     MONUMENTED       LADH
 BH2956  HISTORY     - 1970     GOOD             LADH
 BH2956  HISTORY     - 19871202 GOOD             LADTD
 BH2956
 BH2956                          STATION DESCRIPTION
 BH2956
 BH2956'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BH2956'THE STATION IS LOCATED 1.7 MILES SOUTHEAST OF JUNCTION OF STATE
 BH2956'HIGHWAY 1083 AND STATE HIGHWAY 40 AND 4.0 MILES NORTH OF WALDHEIM,
 BH2956'IN THE SOUTHWEST 1/4 OF SECTION 15, T5S-R12E, AND ON PROPERTY OWNED
 BH2956'BY THE BOGALUSA TUNG COMPANY.  IT IS 38.7 FEET NORTHWEST OF THE
 BH2956'CENTER OF STATE HIGHWAY 1083, 39 FEET NORTHEAST OF THE CENTER OF A
 BH2956'DRIVE, 28.9 FEET NORTH-NORTHEAST OF A CULVERT, 2.4 FEET WEST OF
 BH2956'POWER POLE D-59, AND 2.30 FEET NORTHEAST OF A METAL WITNESS POST
 BH2956'AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BH2956'GEODETIC SURVEY DISK, STAMPED TUNG 1970 AND IS FLUSH WITH THE
 BH2956'GROUND.
 BH2956'
 BH2956'REFERENCE MARK NO. 1 IS 44.71 FEET NORTHEAST OF THE STATION.  IT IS
 BH2956'83 FEET NORTHEAST OF THE CENTER OF A DRIVE, 42.9 FEET NORTHEAST OF
 BH2956'POWER POLE NO. D-59, 38.9 FEET NORTHWEST OF THE CENTER OF STATE
 BH2956'HIGHWAY 1083, AND 1.70 FEET NORTHEAST OF A METAL WITNESS POST AND
 BH2956'SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BH2956'GEODETIC SURVEY DISK, STAMPED TUNG R.M. 1 1970, PROJECTING 3 INCHES.
 BH2956'
 BH2956'REFERENCE MARK NO. 2 IS 53.38 FEET SOUTHWEST OF THE STATION.  IT IS
 BH2956'54.7 FEET SOUTHWEST OF POWER POLE NO. D-59, 37.3 FEET NORTHWEST OF
 BH2956'THE CENTER OF STATE HIGHWAY 1083, 16 FEET SOUTHWEST OF THE CENTER OF
 BH2956'A DRIVE, AND 1.60 FEET NORTHEAST OF A METAL WITNESS POST AND
 BH2956'SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BH2956'GEODETIC SURVEY DISK STAMPED TUNG R.M. 2, 1970 AND IS FLUSH WITH
 BH2956'THE GROUND.
 BH2956'
 BH2956'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION.  IT IS 200
 BH2956'FEET NORTHEAST OF A GRAVEL ROAD LEADING TO A TUNG FIELD, 51.9 FEET
 BH2956'EAST OF THE CENTER OF STATE HIGHWAY 1083, 19.8 FEET EAST OF THE
 BH2956'EAST END OF A SIDE DRAIN, AND 2.10 FEET EAST OF A METAL WITNESS POST
 BH2956'AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BH2956'GEODETIC SURVEY DISK, STAMPED TUNG AZ. MK. 1970, PROJECTING 3 INCHES.
 BH2956'
 BH2956'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHEAST ALONG
 BH2956'STATE HIGHWAY 1083 FOR 0.2 MILE TO MARK ON RIGHT AND EAST OF
 BH2956'HIGHWAY.
 BH2956'
 BH2956'AZIMUTH MARK 2 IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 61 FEET
 BH2956'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 1083, 22 FEET
 BH2956'EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVE LEADING TO A TUNG
 BH2956'FIELD, 9.6 FEET NORTHEAST OF NORTHEAST GATE POST TO GATE TO
 BH2956'BOGALUSA TUNG COMPANY FIELD, AND 1.60 FEET SOUTH OF A METAL
 BH2956'WITNESS POST AND SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BH2956'COAST AND GEODETIC SURVEY DISK STAMPED TUNG AZ. MK. 2 1970,
 BH2956'PROJECTING 2 INCHES.
 BH2956'
 BH2956'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE SOUTHWEST ALONG
 BH2956'STATE HIGHWAY 1083 FOR 0.2 MILE TO MARK SET ON THE RIGHT AND
 BH2956'NORTHEAST OF THE HIGHWAY.
 BH2956'
 BH2956'TO REACH THE STATION FROM THE ST. TAMMANY PARISH COURTHOUSE ON U.S.
 BH2956'HIGHWAY 190 IN DOWNTOWN COVINGTON, DRIVE EAST-NORTHEAST ALONG U.S.
 BH2956'HIGHWAY 190 FOR 0.7 MILE TO JUNCTION WITH STATE HIGHWAY 21 IN EAST
 BH2956'COVINGTON, THEN DRIVE 7.8 MILES NORTHEAST ALONG STATE HIGHWAY 21
 BH2956'TO THE JUNCTION WITH STATE HIGHWAY 1083 IN WALDHEIM, THEN DRIVE
 BH2956'NORTH AND EAST ALONG STATE HIGHWAY 1083 FOR 4 MILES TO STATION
 BH2956'SET ON THE LEFT AND WEST OF THE HIGHWAY NEAR A DIRT ROAD AND POWER
 BH2956'POLE.
 BH2956
 BH2956                          STATION RECOVERY (1970)
 BH2956
 BH2956'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970
 BH2956'RECOVERED IN GOOD CONDITION.
 BH2956
 BH2956                          STATION RECOVERY (1987)
 BH2956
 BH2956'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BH2956'THE STATION MARK, AZIMUTH MARK 2, REFERENCE MARKS 1 AND 2 WERE FOUND
 BH2956'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND PUSHED OUT OF THE
 BH2956'GROUND AND LAYING ON ITS SIDE.  AT THIS TIME THE AZIMUTH MARK WAS SET
 BH2956'BACK IN THE GROUND AND STAMPED AZIMUTH MARK NUMBER 3 WITH ANGLES BEING
 BH2956'TURNED TO AZIMUTH MARK 3.  THE DISTANCES TO THE REFERENCE MARKS
 BH2956'CHECKED ADEQUATE WITH THE PREVIOUS 1970 DATA.  THE DIRECTIONS FROM THE
 BH2956'AZIMUTH MARK 2 TO REFERENCE MARK 2 CHECKED ADEQUATE.  THE DIRECTIONS
 BH2956'FROM THE AZIMUTH MARK 2 TO REFERENCE MARK 1 MISSED THE PREVIOUS 1970
 BH2956'DATA BY 1 MINUTE AND 08 SECONDS. THE ANGLE BETWEEN THE REFERENCE MARKS
 BH2956'MISSED THE PREVIOUS 1970 DATA BY 1 MINUTE AND 23 SECONDS.  A COMPLETE
 BH2956'NEW DESCRIPTION FOLLOWS.
 BH2956'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTHEAST OF THE
 BH2956'JUNCTION OF STATE HIGHWAYS 1083 AND 40, 6.4 KM (4.00 MI) NORTH OF
 BH2956'WALDHEIM, IN THE SOUTHWEST QUARTER OF SECTION 15, T 5 S, R 12 E.
 BH2956'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELPOMENT.
 BH2956'TO REACH THE STATION FROM THE ST TAMMANY PARISH COURTHOUSE IN DOWNTOWN
 BH2956'COVINGTON, GO EAST FOR 1.1 KM (0.70 MI) ON U.S. HIGHWAY 190 TO THE
 BH2956'JUNCTION WITH STATE HIGHWAY 21 IN EAST COVINGTON.  CONTINUE AHEAD AND
 BH2956'GO NORTHEAST FOR 12.6 KM (7.85 MI) ON HIGHWAY 21 TO THE JUNCTION WITH
 BH2956'STATE HIGHWAY 1083 IN WALDHEIM.  TURN LEFT AND GO NORTH FOR 6.4 KM
 BH2956'(4.00 MI) ON HIGHWAY 1083 TO THE STATION SET ON THE LEFT NEAR A POWER
 BH2956'POLE.
 BH2956'THE STATION IS 11.9 M (39.0 FT) NORTHEAST FROM THE CENTER OF A DRIVE,
 BH2956'11.7 M (38.4 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 9.1 M
 BH2956'(29.9 FT) NORTH-NORTHEAST FROM THE NORTH END OF A METAL CULVERT, 0.8 M
 BH2956'(2.6 FT) WEST FROM A POWER POLE NUMBER D-59 AND 0.8 M (2.6 FT)
 BH2956'NORTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS
 BH2956'FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3189 ***********************************************************************
 BH3189  DESIGNATION -  TUNG AZ MK 2
 BH3189  PID         -  BH3189
 BH3189  STATE/COUNTY-  LA/ST TAMMANY
 BH3189  USGS QUAD   -  BUSH (1983)
 BH3189
 BH3189                         *CURRENT SURVEY CONTROL
 BH3189  ___________________________________________________________________
 BH3189* NAD 83(1992)-  30 36 04.83689(N)    089 59 10.90863(W)     ADJUSTED  
 BH3189* NAVD 88     -        47.     (meters)     154.     (feet)  VERTCON   
 BH3189  ___________________________________________________________________
 BH3189  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BH3189  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BH3189
 BH3189  HORZ ORDER  -  THIRD
 BH3189
 BH3189.The horizontal coordinates were established by classical geodetic methods
 BH3189.and adjusted by the National Geodetic Survey in May 1994..
 BH3189.No horizontal observational check was made to the station.
 BH3189
 BH3189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3189
 BH3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3189
 BH3189.The geoid height was determined by GEOID03.
 BH3189
 BH3189;                    North         East     Units Scale Factor Converg.
 BH3189;SPC LA S     -   233,685.323 1,129,167.909   MT  0.99998050   +0 40 24.6
 BH3189;SPC LA S     -   766,682.60  3,704,611.71   sFT  0.99998050   +0 40 24.6
 BH3189;UTM  16      - 3,389,223.053   213,661.614   MT  1.00061157   -1 31 16.6
 BH3189;UTM  15      - 3,389,292.849   788,954.538   MT  1.00063014   +1 32 06.7
 BH3189
 BH3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3189!SPC LA S     -   0.99999695  x   0.99998050  =   0.99997745
 BH3189!UTM  16      -   0.99999695  x   1.00061157  =   1.00060852
 BH3189!UTM  15      -   0.99999695  x   1.00063014  =   1.00062709
 BH3189
 BH3189                          SUPERSEDED SURVEY CONTROL
 BH3189
 BH3189  NAD 83(1992)-  30 36 04.83817(N)    089 59 10.90870(W) AD(       ) 3
 BH3189  NGVD 29 (05/04/93)   47.     (m)          154.     (f) VERT ANG       
 BH3189
 BH3189.Superseded values are not recommended for survey control.
 BH3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3189.See file dsdata.txt to determine how the superseded data were derived.
 BH3189
 BH3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1366289223(NAD 83)
 BH3189_MARKER: DZ = AZIMUTH MARK DISK
 BH3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3189_SP_SET: CONCRETE POST
 BH3189_STAMPING: TUNG AZ MK 2 1970
 BH3189_MARK LOGO: LADH  
 BH3189_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3189+STABILITY: SURFACE MOTION
 BH3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3189+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1987
 BH3189
 BH3189  HISTORY     - Date     Condition        Report By
 BH3189  HISTORY     - 1970     MONUMENTED       LADH
 BH3189  HISTORY     - 19871202 GOOD             LADTD
 BH3189
 BH3189                          STATION DESCRIPTION
 BH3189
 BH3189'DESCRIBED BY LA TRANSP AND DEV 1987
 BH3189'THE STATION IS LOCATED ABOUT 3.1 KM (1.95 MI) SOUTHEAST OF THE
 BH3189'JUNCTION OF STATE HIGHWAYS 1083 AND 40, 6.4 KM (4.00 MI) NORTH OF
 BH3189'WALDHEIM, IN THE SOUTHEAST QUARTER OF SECTION 15, T 5 S, R 12 E.
 BH3189'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH3189'TO REACH THE STATION FROM THE ST TAMMANY PARISH COURTHOUSE IN
 BH3189'DOWNTOWNCOVINGTON, GO EAST FOR 1.1 KM (0.70 MI) ON U.S. HIGHWAY 190 TO
 BH3189'THE JUNCTION WITH STATE HIGHWAY 21 IN EAST COVINGTON.  CONTINUE AHEAD
 BH3189'AND GO NORTHEAST FOR 12.6 KM (7.85 MI) ON HIGHWAY 21 TO THE JUNCTION
 BH3189'WITH STATE HIGHWAY 1083 IN WALDHEIM.  TURN LEFT AND NORTH FOR 6.0 KM
 BH3189'(3.75 MI) ON HIGHWAY 1083 TO THE STATION ON THE RIGHT AT THE JUNCTION
 BH3189'WITH A PAVED ROAD LEADING EAST.
 BH3189'THE STATION IS 40.8 M (133.9 FT) EAST FROM THE EAST END OF A CONCRETE
 BH3189'CULVERT UNDER A DRIVE LEADING WEST, 18.6 M (61.0 FT) SOUTH-SOUTHEAST
 BH3189'FROM THE CENTER OF THE HIGHWAY, 8.1 M (26.6 FT) EAST-NORTHEAST FROM
 BH3189'THE CENTER OF THE PAVED ROAD AND 0.5 M (1.6 FT) SOUTH FROM A METAL
 BH3189'WITNESS POST WITH SIGN ATTACHED.  THE MARK IS PROJECTING 5 CM ABOVE
 BH3189'THE GROUND AND ABOUT 1.2 M (3.9 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3182 ***********************************************************************
 BH3182  DESIGNATION -  TUNG AZ MK 3
 BH3182  PID         -  BH3182
 BH3182  STATE/COUNTY-  LA/ST TAMMANY
 BH3182  USGS QUAD   -  BUSH (1983)
 BH3182
 BH3182                         *CURRENT SURVEY CONTROL
 BH3182  ___________________________________________________________________
 BH3182* NAD 83(1992)-  30 36 20.19230(N)    089 58 53.17151(W)     ADJUSTED  
 BH3182* NAVD 88     -        49.     (meters)     161.     (feet)  VERTCON   
 BH3182  ___________________________________________________________________
 BH3182  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BH3182  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BH3182
 BH3182  HORZ ORDER  -  THIRD
 BH3182
 BH3182.The horizontal coordinates were established by classical geodetic methods
 BH3182.and adjusted by the National Geodetic Survey in May 1994..
 BH3182.No horizontal observational check was made to the station.
 BH3182
 BH3182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3182
 BH3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3182
 BH3182.The geoid height was determined by GEOID03.
 BH3182
 BH3182;                    North         East     Units Scale Factor Converg.
 BH3182;SPC LA S     -   234,163.718 1,129,634.782   MT  0.99998128   +0 40 33.5
 BH3182;SPC LA S     -   768,252.13  3,706,143.45   sFT  0.99998128   +0 40 33.5
 BH3182;UTM  16      - 3,389,683.506   214,146.771   MT  1.00060814   -1 31 08.2
 BH3182;UTM  15      - 3,389,778.528   789,414.462   MT  1.00063342   +1 32 16.4
 BH3182
 BH3182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3182!SPC LA S     -   0.99999665  x   0.99998128  =   0.99997793
 BH3182!UTM  16      -   0.99999665  x   1.00060814  =   1.00060479
 BH3182!UTM  15      -   0.99999665  x   1.00063342  =   1.00063007
 BH3182
 BH3182                          SUPERSEDED SURVEY CONTROL
 BH3182
 BH3182  NAD 83(1992)-  30 36 20.19359(N)    089 58 53.17163(W) AD(       ) 3
 BH3182  NGVD 29 (05/04/93)   49.     (m)          161.     (f) VERT ANG       
 BH3182
 BH3182.Superseded values are not recommended for survey control.
 BH3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3182.See file dsdata.txt to determine how the superseded data were derived.
 BH3182
 BH3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1414789684(NAD 83)
 BH3182_MARKER: DZ = AZIMUTH MARK DISK
 BH3182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3182_SP_SET: CONCRETE POST
 BH3182_STAMPING: TUNG 1970 AZ MK 3 1987
 BH3182_MARK LOGO: LADH  
 BH3182_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3182+STABILITY: SURFACE MOTION
 BH3182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3182+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BH3182
 BH3182  HISTORY     - Date     Condition        Report By
 BH3182  HISTORY     - 1987     MONUMENTED       LADTD
 BH3182
 BH3182                          STATION DESCRIPTION
 BH3182
 BH3182'DESCRIBED BY LA TRANSP AND DEV 1987
 BH3182'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHEAST OF THE
 BH3182'JUNCTION OF STATE HIGHWAYS 1083 AND 40, 6.7 KM (4.15 MI) NORTH OF
 BH3182'WALDHEIM, IN THE SOUTHWEST QUARTER OF SECTION 15, T 5 S, R 12 E.
 BH3182'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH3182'TO REACH THE STATION FROM THE ST TAMMANY PARISH COURTHOUSE IN DOWNTOWN
 BH3182'COVINGTON, GO EAST FOR 1.1 KM (0.70 MI) ON U.S. HIGHWAY 190 TO THE
 BH3182'JUNCTION WITH STATE HIGHWAY 21 IN EAST COVINGTON.  CONTINUE AHEAD AND
 BH3182'GO NORTHEAST FOR 12.6 KM (7.85 MI) ON HIGHWAY 21 TO THE JUNCTION WITH
 BH3182'STATE HIGHWAY 1083 IN WALDHEIM.  TURN LEFT AND GO NORTH FOR 6.6 KM
 BH3182'(4.10 MI) ON HIGHWAY 1083 TO THE STATION ON THE LEFT NEAR A METAL
 BH3182'CULVERT UNDER THE HIGHWAY.
 BH3182'THE STATION IS 62.8 M (206.0 FT) NORTH-NORTHEAST FROM THE CENTER OF A
 BH3182'PAVED ROAD LEADING EAST, 12.5 M (41.0 FT) EAST-SOUTHEAST FROMTHE
 BH3182'CENTER OF THE HIGHWAY, 4.9 M (16.1 FT) SOUTHEAST FROM THE EAST END OF
 BH3182'A METAL CULVERT UNDER THE HIGHWAY AND 4.6 M (15.1 FT) SOUTHEAST FROM A
 BH3182'METAL WITNESS POST WITH A SIGN ATTACHED.  THE MARK IS FLUSH WITH THE
 BH3182'GROUND AND ABOUT 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3187 ***********************************************************************
 BH3187  DESIGNATION -  TUNG RM 1
 BH3187  PID         -  BH3187
 BH3187  STATE/COUNTY-  LA/ST TAMMANY
 BH3187  USGS QUAD   -  BUSH (1983)
 BH3187
 BH3187                         *CURRENT SURVEY CONTROL
 BH3187  ___________________________________________________________________
 BH3187* NAD 83(1992)-  30 36 14.91107(N)    089 58 59.52981(W)     ADJUSTED  
 BH3187* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 BH3187  ___________________________________________________________________
 BH3187  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BH3187  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BH3187
 BH3187  HORZ ORDER  -  THIRD
 BH3187
 BH3187.The horizontal coordinates were established by classical geodetic methods
 BH3187.and adjusted by the National Geodetic Survey in May 1994..
 BH3187
 BH3187.The orthometric height was scaled from a topographic map.
 BH3187
 BH3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3187
 BH3187.The geoid height was determined by GEOID03.
 BH3187
 BH3187;                    North         East     Units Scale Factor Converg.
 BH3187;SPC LA S     -   233,999.099 1,129,467.344   MT  0.99998102   +0 40 30.3
 BH3187;SPC LA S     -   767,712.04  3,705,594.11   sFT  0.99998102   +0 40 30.3
 BH3187;UTM  16      - 3,389,525.321   213,973.042   MT  1.00060937   -1 31 11.3
 BH3187;UTM  15      - 3,389,611.300   789,249.411   MT  1.00063225   +1 32 12.9
 BH3187
 BH3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3187!SPC LA S     -   0.99999646  x   0.99998102  =   0.99997748
 BH3187!UTM  16      -   0.99999646  x   1.00060937  =   1.00060583
 BH3187!UTM  15      -   0.99999646  x   1.00063225  =   1.00062871
 BH3187
 BH3187                          SUPERSEDED SURVEY CONTROL
 BH3187
 BH3187  NAD 83(1992)-  30 36 14.91235(N)    089 58 59.52991(W) AD(       ) 3
 BH3187
 BH3187.Superseded values are not recommended for survey control.
 BH3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3187.See file dsdata.txt to determine how the superseded data were derived.
 BH3187
 BH3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1397389525(NAD 83)
 BH3187_MARKER: DR = REFERENCE MARK DISK
 BH3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3187_SP_SET: CONCRETE POST
 BH3187_STAMPING: TUNG RM 1 1970
 BH3187_MARK LOGO: LADH  
 BH3187_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3187+STABILITY: SURFACE MOTION
 BH3187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3187+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1987
 BH3187
 BH3187  HISTORY     - Date     Condition        Report By
 BH3187  HISTORY     - 1970     MONUMENTED       LADH
 BH3187  HISTORY     - 19871202 GOOD             LADTD
 BH3187
 BH3187                          STATION DESCRIPTION
 BH3187
 BH3187'DESCRIBED BY LA TRANSP AND DEV 1987
 BH3187'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTHEAST OF THE
 BH3187'JUNCTION OF STATE HIGHWAYS 1083 AND 40, 6.4 KM (4.00 MI) NORTH OF
 BH3187'WALDHEIM,IN THE SOUTHEAST QUARTER OF SECTION 15, T 5 S, R 12 E.
 BH3187'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH3187'TO REACH THE STATION FROM THE ST TAMMANY PARISH COURTHOUSE IN DOWNTOWN
 BH3187'COVINGTON, GO EAST FOR 1.1 KM (0.70 MI) ON U.S. HIGHWAY 190 TO THE
 BH3187'JUNCTION WITH STATE HIGHWAY 21 IN EAST COVINGTON.  CONTINUE AHEAD AND
 BH3187'GO NORTHEAST FOR 12.6 KM (7.85 MI) ONHIGHWAY 21 TO THE JUNCTION WITH
 BH3187'STATE HIGHWAY 1083 IN WALDHEIM.  TURN LEFT AND GO NORTH FOR 6.4 KM
 BH3187'(4.00 MI) ON HIGHWAY 1083 TO THE STATION SET ON THE LEFT.
 BH3187'THE STATION IS 25.3 M (83.0 FT) NORTHEAST NORTHEAST FROM THE CENTER OF
 BH3187'A DRIVE, 13.1 M (43.0 FT) NORTHEAST FROM A POWER POLE NUMBER D-59,
 BH3187'11.9 M (39.0 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY AND 0.5 M
 BH3187'(1.6 FT) NORTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 BH3187'MARK IS FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE THE
 BH3187'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3188 ***********************************************************************
 BH3188  DESIGNATION -  TUNG RM 2
 BH3188  PID         -  BH3188
 BH3188  STATE/COUNTY-  LA/ST TAMMANY
 BH3188  USGS QUAD   -  BUSH (1983)
 BH3188
 BH3188                         *CURRENT SURVEY CONTROL
 BH3188  ___________________________________________________________________
 BH3188* NAD 83(1992)-  30 36 14.25501(N)    089 59 00.35702(W)     ADJUSTED  
 BH3188* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 BH3188  ___________________________________________________________________
 BH3188  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BH3188  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BH3188
 BH3188  HORZ ORDER  -  THIRD
 BH3188
 BH3188.The horizontal coordinates were established by classical geodetic methods
 BH3188.and adjusted by the National Geodetic Survey in May 1994..
 BH3188
 BH3188.The orthometric height was scaled from a topographic map.
 BH3188
 BH3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3188
 BH3188.The geoid height was determined by GEOID03.
 BH3188
 BH3188;                    North         East     Units Scale Factor Converg.
 BH3188;SPC LA S     -   233,978.638 1,129,445.549   MT  0.99998098   +0 40 29.9
 BH3188;SPC LA S     -   767,644.91  3,705,522.61   sFT  0.99998098   +0 40 29.9
 BH3188;UTM  16      - 3,389,505.697   213,950.465   MT  1.00060953   -1 31 11.6
 BH3188;UTM  15      - 3,389,590.500   789,227.912   MT  1.00063209   +1 32 12.5
 BH3188
 BH3188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3188!SPC LA S     -   0.99999646  x   0.99998098  =   0.99997744
 BH3188!UTM  16      -   0.99999646  x   1.00060953  =   1.00060599
 BH3188!UTM  15      -   0.99999646  x   1.00063209  =   1.00062855
 BH3188
 BH3188                          SUPERSEDED SURVEY CONTROL
 BH3188
 BH3188  NAD 83(1992)-  30 36 14.25632(N)    089 59 00.35710(W) AD(       ) 3
 BH3188
 BH3188.Superseded values are not recommended for survey control.
 BH3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3188.See file dsdata.txt to determine how the superseded data were derived.
 BH3188
 BH3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1395089506(NAD 83)
 BH3188_MARKER: DR = REFERENCE MARK DISK
 BH3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3188_SP_SET: CONCRETE POST
 BH3188_STAMPING: TUNG RM 2 1970
 BH3188_MARK LOGO: LADH  
 BH3188_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3188+STABILITY: SURFACE MOTION
 BH3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3188+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1987
 BH3188
 BH3188  HISTORY     - Date     Condition        Report By
 BH3188  HISTORY     - 1970     MONUMENTED       LADH
 BH3188  HISTORY     - 19871202 GOOD             LADTD
 BH3188
 BH3188                          STATION DESCRIPTION
 BH3188
 BH3188'DESCRIBED BY LA TRANSP AND DEV 1987
 BH3188'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTHEAST OF THE
 BH3188'JUNCTION OF STATE HIGHWAYS 1083 AND 40, 6.4 KM (4.00 MI) NORTH OF
 BH3188'WALDHEIM, IN THE SOUTHWEST QUARTER OF SECTION 15, T 5 S, R 12 E.
 BH3188'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH3188'TO REACH THE STATION FROM THE ST TAMMANY PARISH COURTHOUSE IN DOWNTOWN
 BH3188'COVINGTON, GO EAST ON U.S. HIGHWAY 190 FOR 1.1 KM (0.70 MI) TO THE
 BH3188'JUNCTION WITH STATE HIGHWAY 21 IN EAST COVINGTON.  CONTINUE AHEAD AND
 BH3188'GO NORTHEAST FOR 12.6 KM (7.85 MI) ON HIGHWAY 21 TO THE JUNCTION WITH
 BH3188'STATE HIGHWAY 1083 IN WALDHEIM.  TURN LEFT AND GO NORTH FOR 6.4 KM
 BH3188'(4.00 MI) ON HIGHWAY 1083 TO THE STATION ON THE LEFT.
 BH3188'THE STATION IS 16.6 M (54.5 FT) SOUTHWEST FROM A POWER POLE NUMBER
 BH3188'D-59, 11.4 M (37.4 FT) NORTHWEST FROM THE CENTER OF HIGHWAY 1083, 3.2
 BH3188'M (10.5 FT) WEST FROM THE SOUTH END OF A METAL CULVERT UNDER A DRIVE
 BH3188'AND 0.5 M (1.6 FT) NORTHEAST FROM A METAL WITNESS POST WITH SIGN
 BH3188'ATTACHED.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT)
 BH3188'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1341 ***********************************************************************
 BX1341  DESIGNATION -  TURK
 BX1341  PID         -  BX1341
 BX1341  STATE/COUNTY-  LA/GRANT
 BX1341  USGS QUAD   -  MONTGOMERY (1993)
 BX1341
 BX1341                         *CURRENT SURVEY CONTROL
 BX1341  ___________________________________________________________________
 BX1341* NAD 83(1992)-  31 40 24.64333(N)    092 53 40.49685(W)     ADJUSTED  
 BX1341* NAVD 88     -        49.89   (+/-2cm)     163.7    (feet)  VERTCON   
 BX1341  ___________________________________________________________________
 BX1341  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BX1341  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1341
 BX1341  HORZ ORDER  -  SECOND
 BX1341  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1341
 BX1341.The horizontal coordinates were established by classical geodetic methods
 BX1341.and adjusted by the National Geodetic Survey in January 1993..
 BX1341
 BX1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1341.The vertical order pertains to the NGVD 29 superseded value.
 BX1341
 BX1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1341
 BX1341.The geoid height was determined by GEOID03.
 BX1341
 BX1341;                    North         East     Units Scale Factor Converg.
 BX1341;SPC LA N     -   130,181.262   962,586.084   MT  0.99992377   -0 12 31.0
 BX1341;SPC LA N     -   427,103.02  3,158,084.51   sFT  0.99992377   -0 12 31.0
 BX1341;UTM  15      - 3,504,252.723   509,992.374   MT  0.99960123   +0 03 19.3
 BX1341
 BX1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1341!SPC LA N     -   0.99999625  x   0.99992377  =   0.99992002
 BX1341!UTM  15      -   0.99999625  x   0.99960123  =   0.99959749
 BX1341
 BX1341|---------------------------------------------------------------------|
 BX1341| PID    Reference Object                     Distance      Geod. Az  |
 BX1341|                                                           dddmmss.s |
 BX1341| BX2775 TURK LADH 1968 A PT                   8.733 METERS 11620     |
 BX1341| BX2773 MONTGOMERY MUN TANK                 APPROX. 0.9 KM 1513634.8 |
 BX1341| BX1342 TURK RM 1                            20.781 METERS 16221     |
 BX1341| BX1339 TURK AZ MK                                         3435630.6 |
 BX1341| BX1340 TURK RM 2                            19.449 METERS 34756     |
 BX1341|---------------------------------------------------------------------|
 BX1341
 BX1341                          SUPERSEDED SURVEY CONTROL
 BX1341
 BX1341  NAD 83(1986)-  31 40 24.66399(N)    092 53 40.49173(W) AD(       ) 2
 BX1341  NAD 27      -  31 40 24.06425(N)    092 53 39.91842(W) AD(       ) 2
 BX1341  NGVD 29 (??/??/??)   49.913  (m)          163.76   (f) ADJUSTED    1 1
 BX1341
 BX1341.Superseded values are not recommended for survey control.
 BX1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1341.See file dsdata.txt to determine how the superseded data were derived.
 BX1341
 BX1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR0999204253(NAD 83)
 BX1341_MARKER: DS = TRIANGULATION STATION DISK
 BX1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1341_STAMPING: TURK 1968
 BX1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1341+STABILITY: SURFACE MOTION
 BX1341
 BX1341  HISTORY     - Date     Condition        Report By
 BX1341  HISTORY     - 1968     MONUMENTED       LADTD
 BX1341  HISTORY     - 1969     GOOD             CGS
 BX1341  HISTORY     - 1969     GOOD             CGS
 BX1341  HISTORY     - 1987     GOOD             USPSQD
 BX1341  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1341
 BX1341                          STATION DESCRIPTION
 BX1341
 BX1341'DESCRIBED BY LA TRANSP AND DEV 1968 (RT)
 BX1341'STATION MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY DISK
 BX1341'STAMPED TURK 1968, IS SET IN THE TOP OF A CONCRETE POST
 BX1341'THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 BX1341'MARK IS 48.6 FEET WEST OF THE CENTER OF U.S. HIGHWAY 71, 39
 BX1341'FEET EAST OF THE EAST RAIL OF THE KANSAS CITY SOUTHERN
 BX1341'RAILROAD, 22 FEET SOUTHEAST OF A TELEGRAPH POLE, 38.4 FEET
 BX1341'SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER AND 2 FEET WEST
 BX1341'OF A METAL WITNESS POST AND SIGN.
 BX1341'
 BX1341'TO REACH THE STATION FROM THE POST OFFICE IN MONTGOMERY,
 BX1341'DRIVE NORTHEAST ALONG STATE HIGHWAY 1239-2 (CADDO ST.) FOR
 BX1341'0.1 MILE TO THE INTERSECTION WITH U.S. HIGHWAY 71, THENCE
 BX1341'NORTHWEST ALONG U.S. HIGHWAY 71 FOR 0.5 MILE TO THE STATION
 BX1341'SET ON THE WEST SIDE OF THE HIGHWAY NEAR THE RAILROAD.
 BX1341'
 BX1341'REFERENCE MARK 1, A STANDARD U.S. COAST AND GEODETIC SURVEY
 BX1341'DISK STAMPED TURK NO. 1 1968, IS SET IN THE TOP OF A CONCRETE
 BX1341'POST THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF
 BX1341'THE GROUND.  THE MARK IS 3.4 FEET NORTH-NORTHEAST OF TELEGRAPH
 BX1341'POLE NO. 8205, 39.2 FEET EAST OF THE EAST RAIL OF THE
 BX1341'KANSAS CITY SOUTHERN RAILROAD AND 48 FEET WEST OF THE CENTER
 BX1341'OF U.S. HIGHWAY 71.
 BX1341'
 BX1341'REFERENCE MARK 2, A STANDARD U.S. COAST AND GEODETIC
 BX1341'SURVEY DISK STAMPED TURK NO. 2 1968, IS SET IN THE TOP OF A
 BX1341'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF
 BX1341'THE GROUND.  THE MARK IS 41 FEET NORTH-NORTHEAST OF TELEGRAPH
 BX1341'POLE NO. 8205 1/2, 26.1 FEET NORTH OF A HIGHWAY RIGHT OF
 BX1341'WAY MARKER, 24 FEET SOUTH-SOUTHWEST OF LOUISIANA POWER AND
 BX1341'LIGHT COMPANY POLE NO. 12, 44.4 FEET EAST OF THE EAST RAIL OF
 BX1341'THE KANSAS CITY SOUTHERN RAILROAD AND 42.5 FEET WEST OF THE
 BX1341'CENTER OF U.S. HIGHWAY 71.
 BX1341'
 BX1341'AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY
 BX1341'DISK STAMPED TURK 1968, IS SET IN THE TOP OF A CONCRETE
 BX1341'POST THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF
 BX1341'THE GROUND.  THE MARK IS 5.4 FEET WEST OF A FENCE, 33.3 FEET
 BX1341'EAST OF THE CENTER OF U.S. HIGHWAY 71 AND 1.7 FEET EAST OF
 BX1341'A METAL WITNESS POST AND SIGN.
 BX1341'
 BX1341'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHWEST
 BX1341'ALONG U.S. HIGHWAY 71 FOR 0.85 MILE TO THE MARK SET ON
 BX1341'THE EAST SIDE OF THE HIGHWAY.
 BX1341'
 BX1341'AZIMUTH, MUNICIPAL WATER TANK, MONTGOMERY --- VENT ON TOP OF TANK.
 BX1341
 BX1341                          STATION RECOVERY (1969)
 BX1341
 BX1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 BX1341'THE STATION MARK, STAMPED TURK 1968, IS ABOUT 0.5 MILE
 BX1341'NORTHWEST ALONG U.S. HIGHWAY 71 FROM THE INTERSECTION OF
 BX1341'U.S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION
 BX1341'17, T 8 N, R 5 W, ABOUT 0.1 MILE SOUTHEAST OF A JUNCTION OF
 BX1341'THE HIGHWAY AND A DIRT ROAD, 48-1/2 FEET SOUTHWEST OF THE
 BX1341'CENTER LINE OF THE HIGHWAY, 39-1/2 FEET NORTHEAST OF THE
 BX1341'NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN RAILWAY, 22-1/2
 BX1341'FEET SOUTHEAST OF A TELEPHONE POLE, 2.3 FEET SOUTHWEST OF A
 BX1341'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BX1341'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BX1341'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1341'
 BX1341'RM 1, STAMPED TURK NO 1 1968, IS 68.6 FEET SOUTHEAST OF THE
 BX1341'STATION MARK, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX1341'HIGHWAY, 40 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 BX1341'KANSAS CITY SOUTHERN RAILWAY, 3-1/2 FEET NORTH OF A
 BX1341'TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 BX1341'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BX1341'ABOVE THE SURFACE OF THE GROUND.
 BX1341'
 BX1341'RM 2, STAMPED TURK NO 2 1968, IS 64.1 FEET NORTHWEST OF THE
 BX1341'STATION MARK, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX1341'HIGHWAY, 45 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 BX1341'KANSAS CITY SOUTHERN RAILWAY, 24 FEET SOUTHEAST OF A TELEPHONE
 BX1341'POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 BX1341'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BX1341'THE SURFACE OF THE GROUND.
 BX1341'
 BX1341'THE AZIMUTH MARK, STAMPED TURK 1968, IS 0.95 MILE NORTHWEST
 BX1341'ALONG U.S. HIGHWAY 71 FROM THE STATION MARK, 33 FEET
 BX1341'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 93 YARDS NORTHWEST
 BX1341'OF THE CENTER OF THE INTERSECTION OF TWO ROADS, 5-1/2
 BX1341'FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTHEAST OF A METAL
 BX1341'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 BX1341'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE
 BX1341'THE SURFACE OF THE GROUND.
 BX1341'
 BX1341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BX1341'0.5 MILE NORTHWEST.
 BX1341
 BX1341                          STATION RECOVERY (1969)
 BX1341
 BX1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1341'0.5 MI NW FROM MONTGOMERY.
 BX1341'ABOUT 0.5 MILE NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1341'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 17,
 BX1341'T 8 N, R 5 W, ABOUT 0.1 MILE SOUTHEAST OF A JUNCTION OF THE HIGHWAY
 BX1341'AND A DIRT ROAD, 48 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX1341'HIGHWAY, 39 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS
 BX1341'CITY SOUTHERN RAILWAY, 22 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 64.1
 BX1341'FEET SOUTHEAST OF TURK RM 2, 68.6 FEET NORTHWEST OF TURK RM 1, 2.3
 BX1341'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 BX1341'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX1341'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1341
 BX1341                          STATION RECOVERY (1987)
 BX1341
 BX1341'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1341'RECOVERED IN GOOD CONDITION.
 BX1341
 BX1341                          STATION RECOVERY (2001)
 BX1341
 BX1341'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1360 ***********************************************************************
 AT1360  DESIGNATION -  TURK
 AT1360  PID         -  AT1360
 AT1360  STATE/COUNTY-  LA/PLAQUEMINES
 AT1360  USGS QUAD   -  BELLE CHASSE (1994)
 AT1360
 AT1360                         *CURRENT SURVEY CONTROL
 AT1360  ___________________________________________________________________
 AT1360* NAD 83(1992)-  29 50 23.77062(N)    089 59 58.25902(W)     ADJUSTED  
 AT1360* NAVD 88     -         0.8  **(meters)       3.   **(feet)  VERTCON   
 AT1360  **This station is located in a subsidence area (see below).
 AT1360  ___________________________________________________________________
 AT1360  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1360  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AT1360
 AT1360  HORZ ORDER  -  SECOND
 AT1360
 AT1360.The horizontal coordinates were established by classical geodetic methods
 AT1360.and adjusted by the National Geodetic Survey in January 1993..
 AT1360
 AT1360 ** The orthometric height has not been validated since last determined
 AT1360 ** by differential leveling and should not be used for control purposes.
 AT1360 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1360 ** area with valid NAVD 88 orthometric heights.
 AT1360 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1360 ** epoch indicated which incorporates improved geoid heights for the
 AT1360 ** Southern Louisiana Subsidence area.
 AT1360 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1360
 AT1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1360
 AT1360.The geoid height was determined by GEOID03.
 AT1360
 AT1360;                    North         East     Units Scale Factor Converg.
 AT1360;SPC LA S     -   149,274.614 1,128,889.085   MT  0.99992967   +0 40 00.9
 AT1360;SPC LA S     -   489,745.13  3,703,696.94   sFT  0.99992967   +0 40 00.9
 AT1360;UTM  16      - 3,304,826.240   210,173.139   MT  1.00063653   -1 29 36.7
 AT1360;UTM  15      - 3,304,828.678   789,920.360   MT  1.00063720   +1 29 38.5
 AT1360
 AT1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1360!SPC LA S     -   1.00000391  x   0.99992967  =   0.99993358
 AT1360!UTM  16      -   1.00000391  x   1.00063653  =   1.00064044
 AT1360!UTM  15      -   1.00000391  x   1.00063720  =   1.00064111
 AT1360
 AT1360|---------------------------------------------------------------------|
 AT1360| PID    Reference Object                     Distance      Geod. Az  |
 AT1360|                                                           dddmmss.s |
 AT1360| DD8198 TURK RM 1                            14.949 METERS 04628     |
 AT1360| AT1359 TURK LDH 1972 RM 2                    6.915 METERS 17538     |
 AT1360| DD8197 TURK AZ MK                                         2021611.4 |
 AT1360|---------------------------------------------------------------------|
 AT1360
 AT1360                          SUPERSEDED SURVEY CONTROL
 AT1360
 AT1360  NAD 83(1986)-  29 50 23.78457(N)    089 59 58.25972(W) AD(       ) 2
 AT1360  NAD 27      -  29 50 23.03861(N)    089 59 58.00875(W) AD(       ) 2
 AT1360  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AT1360
 AT1360.Superseded values are not recommended for survey control.
 AT1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1360.See file dsdata.txt to determine how the superseded data were derived.
 AT1360
 AT1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1017304826(NAD 83)
 AT1360_MARKER: DD = SURVEY DISK
 AT1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1360+STABILITY: SURFACE MOTION
 AT1360
 AT1360  HISTORY     - Date     Condition        Report By
 AT1360  HISTORY     - 1972     MONUMENTED       LADH
 AT1360
 AT1360                          STATION DESCRIPTION
 AT1360
 AT1360'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AT1360'THE STATION IS LOCATED 8 MILES SOUTH OF NEW ORLEANS, 2 MILES
 AT1360'SOUTHWEST OF BELLE CHASSE FERRY, AND 5.5 MILES SOUTHEAST OF GRETNA,
 AT1360'IN THE NORTHEAST QUARTER OF SECTION 15, T14S, R24E AND ON THE
 AT1360'PROPERTY OWNED BY LOUISIANA DEPARTMENT OF HIGHWAYS.
 AT1360'
 AT1360'TO REACH THE STATION FROM THE POST OFFICE IN BELLE CHASSE, GO
 AT1360'SOUTHWEST ALONG STATE HIGHWAY 23 FOR 1.4 MILES.  THE STATION IS SET
 AT1360'ON THE LEFT AND EAST OF THE HIGHWAY IN THE MEDIAN, NEAR A POWER
 AT1360'POLE WITH 2 TRANSFORMERS.
 AT1360'
 AT1360'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTH ALONG STATE
 AT1360'HIGHWAY 23 FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND EAST OF
 AT1360'THE HIGHWAY IN THE MEDIAN NEAR A POWER POLE.
 AT1360'
 AT1360'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1360'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1360'CYLINDRICAL CONCRETE MONUMENT INSIDE A METER BOX 12 INCHES BELOW
 AT1360'THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 AT1360'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 AT1360'SURFACE.  THEY ARE STAMPED TURK 1972.  THE MARK IS 59 FEET
 AT1360'SOUTHWEST OF POWER POLE NO.  218, 41 FEET EAST OF A POWER POLE WITH
 AT1360'2 TRANSFORMERS, 27 FEET WEST OF THE CENTER OF THE NORTHBOUND LANE
 AT1360'ON STATE HIGHWAY 23, 14 FEET EAST OF THE CENTER OF THE SOUTHBOUND
 AT1360'LANE ON STATE HIGHWAY 23, AND 7 FEET SOUTHWEST OF A METAL WITNESS
 AT1360'POST AND SIGN.  THE STATION AND REFERENCE MARKS ARE SET IN THE MEDIAN
 AT1360'OF HIGHWAY 23.
 AT1360'
 AT1360'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1360'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1360'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1360'STAMPED TURK R.M. 1 1972.  IT IS 62 FEET SOUTHEAST OF A POWER
 AT1360'POLE, 39 FEET SOUTHWEST OF A CATCH BASIN, 38 FEET WEST NORTHWEST
 AT1360'OF POWER POLE NO. 218, AND 17 FEET WEST OF THE CENTER OF THE
 AT1360'NORTHBOUND LANE ON STATE HIGHWAY 23.
 AT1360'
 AT1360'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1360'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1360'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1360'STAMPED TURK R.M. 2 1972.  IT IS 85 FEET NORTH NORTHWEST OF POWER
 AT1360'POLE NO. 218 1/2, 66 FEET SOUTH SOUTHWEST OF POWER POLE NO. 218, 28
 AT1360'FEET EAST OF THE CENTER OF THE SOUTHBOUND LANE ON STATE HIGHWAY
 AT1360'23, AND 13 FEET WEST OF THE CENTER OF THE NORTHBOUND LANE ON STATE
 AT1360'HIGHWAY 23.
 AT1360'
 AT1360'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1360'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1360'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1360'STAMPED TURK AZ. MK. 1972.  IT IS 56 FEET SOUTH SOUTHEAST OF POWER
 AT1360'POLE WITH 2 TRANSFORMERS, 47 FEET NORTHWEST OF POWER POLE NO.
 AT1360'225, 23 FEET WEST OF THE CENTER OF THE NORTHBOUND LANE ON STATE
 AT1360'HIGHWAY 23, 19 FEET EAST OF THE CENTER OF THE SOUTHBOUND LANE ON
 AT1360'STATE HIGHWAY 23, AND 1.5 FEET NORTH OF A METAL WITNESS POST AND
 AT1360'SIGN.
 AT1360'
 AT1360'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3335 ***********************************************************************
 BK3335  DESIGNATION -  TURK
 BK3335  PID         -  BK3335
 BK3335  STATE/COUNTY-  LA/CALCASIEU
 BK3335  USGS QUAD   -  BUHLER (1975)
 BK3335
 BK3335                         *CURRENT SURVEY CONTROL
 BK3335  ___________________________________________________________________
 BK3335* NAD 83(1992)-  30 18 55.28821(N)    093 18 27.35186(W)     ADJUSTED  
 BK3335* NAVD 88     -         6.3  **(meters)      21.   **(feet)  GPS OBS   
 BK3335  **This station is located in a subsidence area (see below).
 BK3335  ___________________________________________________________________
 BK3335  X           -    -317,946.215 (meters)                     COMP
 BK3335  Y           -  -5,501,495.848 (meters)                     COMP
 BK3335  Z           -   3,200,590.228 (meters)                     COMP
 BK3335  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK3335  ELLIP HEIGHT-         -21.11  (meters)          (02/20/02) GPS OBS
 BK3335  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3335
 BK3335  HORZ ORDER  -  FIRST
 BK3335  ELLP ORDER  -  FOURTH    CLASS I
 BK3335
 BK3335.The horizontal coordinates were established by GPS observations
 BK3335.and adjusted by the National Geodetic Survey in January 1995..
 BK3335
 BK3335 ** The orthometric height has not been validated since last determined
 BK3335 ** by differential leveling and should not be used for control purposes.
 BK3335 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3335 ** area with valid NAVD 88 orthometric heights.
 BK3335 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3335 ** epoch indicated which incorporates improved geoid heights for the
 BK3335 ** Southern Louisiana Subsidence area.
 BK3335 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3335.The orthometric height was determined by GPS observations and a
 BK3335.high-resolution geoid model.
 BK3335
 BK3335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3335
 BK3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3335
 BK3335.The ellipsoidal height was determined by GPS observations
 BK3335.and is referenced to NAD 83.
 BK3335
 BK3335.The geoid height was determined by GEOID03.
 BK3335
 BK3335;                    North         East     Units Scale Factor Converg.
 BK3335;SPC LA S     -   202,858.652   810,136.382   MT  0.99994075   -0 59 13.8
 BK3335;SPC LA S     -   665,545.43  2,657,922.45   sFT  0.99994075   -0 59 13.8
 BK3335;UTM  15      - 3,353,770.464   470,427.089   MT  0.99961079   -0 09 18.9
 BK3335
 BK3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3335!SPC LA S     -   1.00000332  x   0.99994075  =   0.99994407
 BK3335!UTM  15      -   1.00000332  x   0.99961079  =   0.99961410
 BK3335
 BK3335                          SUPERSEDED SURVEY CONTROL
 BK3335
 BK3335  ELLIP H (01/13/95)  -21.03   (m)                       GP(       ) 3 2
 BK3335  NAD 83(1992)-  30 18 55.28959(N)    093 18 27.35155(W) AD(       ) 1
 BK3335  ELLIP H (01/21/93)  -21.10   (m)                       GP(       ) 4 2
 BK3335  NAD 83(1986)-  30 18 55.31047(N)    093 18 27.34428(W) AD(       ) 1
 BK3335  NGVD 29 (05/20/88)    6.0    (m)           20.     (f) GPS OBS        
 BK3335
 BK3335.Superseded values are not recommended for survey control.
 BK3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3335.See file dsdata.txt to determine how the superseded data were derived.
 BK3335
 BK3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7042753770(NAD 83)
 BK3335_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3335_STAMPING: TURK 1987
 BK3335_MARK LOGO: NGS   
 BK3335_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3335+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1990
 BK3335
 BK3335  HISTORY     - Date     Condition        Report By
 BK3335  HISTORY     - 1987     MONUMENTED       LADTD
 BK3335  HISTORY     - 19901220 GOOD             VFM
 BK3335  HISTORY     - 19970208 GOOD             USPSQD
 BK3335
 BK3335                          STATION DESCRIPTION
 BK3335
 BK3335'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3335'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 BK3335'NORTHWEST OF WESTLAKE,
 BK3335'11.3 KM (7 MI) NORTHWEST OF SULPHUR, ON PARISH RIGHT-OF-WAY IN A
 BK3335'WEED STRIP BETWEEN THE ROAD AND A PRIVATE FENCE.
 BK3335'OWNERSHIP--PARISH OFFFICE OF PLANNING AND DEVELOPMENT.
 BK3335'
 BK3335'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 378 AND
 BK3335'379 IN WESTLAKE, GO WEST FOR 0.8 KM (0.55 MI) ON HIGHWAY 379 TO A
 BK3335'ROAD RIGHT.
 BK3335'TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) ON HIGHWAY 379 TO A
 BK3335'FORK.
 BK3335'TURN LEFT AND GO NORTHWEST FOR 6 KM (3.75 MI) ON HIGHWAY 379 TO A
 BK3335'ROAD LEFT.
 BK3335'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 3.5 KM (2.15 MI) ON
 BK3335'ANTHONY FERRY ROAD TO A T-ROAD.
 BK3335'TURN RIGHT AND GO EAST FOR 0.06 KM (0.04 MI) ON WILLOW SPRINGS ROAD
 BK3335'TO THE AZIMUTH MARK ON THE RIGHT.
 BK3335'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5 KM (0.3 MI) ON WILLOW
 BK3335'SPRINGS ROAD TO TURK VENCINT ROAD AND THE STATION ON THE LEFT.
 BK3335'
 BK3335'THE STATION IS A STANDARD NGS DISK
 BK3335'STAMPED---TURK 1987---,
 BK3335'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3335'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3335'8.5 METERS (28 FT) NORTH FROM THE CENTER OF THE ROAD,
 BK3335'11 METERS (36 FT) EAST FROM THE CENTER OF THE ROAD,
 BK3335'4.4 METERS (14.5 FT) EAST FROM A UTILITY POLE,
 BK3335'2.1 METERS (7 FT) SOUTH FROM A BARBED WIRE FENCE AND
 BK3335'0.4 METERS (0.5 FT) WEST FROM A FIBERGLASS WITNESS POST.
 BK3335'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 BK3335'STAMPED---TURK 1987---,
 BK3335'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3335'
 BK3335'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3335'STAMPED---TURK 1987---,
 BK3335'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3335'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3335'22.7 METERS (74.5 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 BK3335'A WHITE FRAME CHURCH,
 BK3335'7.3 METERS (24 FT) SOUTH FROM THE CENTER OF THE ROAD,
 BK3335'1 METERS (3.5 FT) SOUTHEAST FROM A FENCE CORNER AROUND A SMALL
 BK3335'CEMETERY,
 BK3335'0.8 METERS (2.5 FT) EAST FROM A FIBERGLASS WITNESS POST AND
 BK3335'63 METERS (206.5 FT) EAST FROM THE CENTER OF ANTHONE FERRY ROAD.
 BK3335'TO REACH THE AZIMUTH FROM THE STATION,
 BK3335'GO WEST FOR 0.5 KM (0.3 MI) ON WILLOW SPRINGS ROAD TO THE MARK ON
 BK3335'THE LEFT.
 BK3335
 BK3335                          STATION RECOVERY (1990)
 BK3335
 BK3335'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3335'RECOVERED AS DESCRIBED.
 BK3335
 BK3335                          STATION RECOVERY (1997)
 BK3335
 BK3335'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1339 ***********************************************************************
 BX1339  DESIGNATION -  TURK AZ MK
 BX1339  PID         -  BX1339
 BX1339  STATE/COUNTY-  LA/GRANT
 BX1339  USGS QUAD   -  MONTGOMERY (1993)
 BX1339
 BX1339                         *CURRENT SURVEY CONTROL
 BX1339  ___________________________________________________________________
 BX1339* NAD 83(1986)-  31 41 12.     (N)    092 53 56.     (W)     SCALED    
 BX1339* NAVD 88     -        51.73   (+/-2cm)     169.7    (feet)  VERTCON   
 BX1339  ___________________________________________________________________
 BX1339  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1339
 BX1339  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1339
 BX1339.The horizontal coordinates were scaled from a topographic map and have
 BX1339.an estimated accuracy of +/- 6 seconds.
 BX1339
 BX1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1339.The vertical order pertains to the NGVD 29 superseded value.
 BX1339
 BX1339.The geoid height was determined by GEOID03.
 BX1339
 BX1339;                    North         East    Units  Estimated Accuracy
 BX1339;SPC LA N     -   131,640.      962,180.      MT  (+/- 180 meters Scaled)
 BX1339
 BX1339                          SUPERSEDED SURVEY CONTROL
 BX1339
 BX1339  NGVD 29 (??/??/??)   51.748  (m)          169.78   (f) ADJUSTED    1 1
 BX1339
 BX1339.Superseded values are not recommended for survey control.
 BX1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1339.See file dsdata.txt to determine how the superseded data were derived.
 BX1339
 BX1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR095057(NAD 83)
 BX1339_MARKER: DZ = AZIMUTH MARK DISK
 BX1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1339_STAMPING: TURK 1968
 BX1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1339+STABILITY: SURFACE MOTION
 BX1339
 BX1339  HISTORY     - Date     Condition        Report By
 BX1339  HISTORY     - 1968     MONUMENTED       CGS
 BX1339  HISTORY     - 1969     GOOD             CGS
 BX1339  HISTORY     - 20010922 GOOD             USPSQD
 BX1339  HISTORY     - 20060610 GOOD             USPSQD
 BX1339
 BX1339                          STATION DESCRIPTION
 BX1339
 BX1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1339'1.45 MI NW FROM MONTGOMERY.
 BX1339'ABOUT 1.45 MILES NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE
 BX1339'INTERSECTION OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY,
 BX1339'IN SECTION 8, T 8 N, R 5 W, 33 FEET NORTHEAST OF THE CENTER LINE OF
 BX1339'THE HIGHWAY, 93 YARDS NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 BX1339'TWO ROADS, 5 1/2 FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTHEAST OF A
 BX1339'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 BX1339'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 BX1339'GROUND.
 BX1339
 BX1339                          STATION RECOVERY (2001)
 BX1339
 BX1339'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1339'RECOVERED IN GOOD CONDITION.
 BX1339
 BX1339                          STATION RECOVERY (2006)
 BX1339
 BX1339'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 BX1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3336 ***********************************************************************
 BK3336  DESIGNATION -  TURK AZ MK
 BK3336  PID         -  BK3336
 BK3336  STATE/COUNTY-  LA/CALCASIEU
 BK3336  USGS QUAD   -  BUHLER (1975)
 BK3336
 BK3336                         *CURRENT SURVEY CONTROL
 BK3336  ___________________________________________________________________
 BK3336* NAD 83(1992)-  30 18 54.63094(N)    093 18 44.82215(W)     ADJUSTED  
 BK3336* NAVD 88     -         6.   **(meters)      20.   **(feet)  VERTCON   
 BK3336  **This station is located in a subsidence area (see below).
 BK3336  ___________________________________________________________________
 BK3336  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK3336  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK3336
 BK3336  HORZ ORDER  -  SECOND
 BK3336
 BK3336.The horizontal coordinates were established by classical geodetic methods
 BK3336.and adjusted by the National Geodetic Survey in January 1993..
 BK3336.No horizontal observational check was made to the station.
 BK3336
 BK3336 ** The orthometric height has not been validated since last determined
 BK3336 ** by differential leveling and should not be used for control purposes.
 BK3336 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3336 ** area with valid NAVD 88 orthometric heights.
 BK3336 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3336 ** epoch indicated which incorporates improved geoid heights for the
 BK3336 ** Southern Louisiana Subsidence area.
 BK3336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3336
 BK3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3336
 BK3336.The geoid height was determined by GEOID03.
 BK3336
 BK3336;                    North         East     Units Scale Factor Converg.
 BK3336;SPC LA S     -   202,846.467   809,669.383   MT  0.99994073   -0 59 22.5
 BK3336;SPC LA S     -   665,505.45  2,656,390.30   sFT  0.99994073   -0 59 22.5
 BK3336;UTM  15      - 3,353,751.507   469,960.470   MT  0.99961113   -0 09 27.8
 BK3336
 BK3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3336!SPC LA S     -   1.00000339  x   0.99994073  =   0.99994412
 BK3336!UTM  15      -   1.00000339  x   0.99961113  =   0.99961452
 BK3336
 BK3336                          SUPERSEDED SURVEY CONTROL
 BK3336
 BK3336  NAD 83(1986)-  30 18 54.65180(N)    093 18 44.81489(W) AD(       ) 2
 BK3336  NGVD 29 (05/20/88)    6.     (m)           20.     (f) VERT ANG       
 BK3336
 BK3336.Superseded values are not recommended for survey control.
 BK3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3336.See file dsdata.txt to determine how the superseded data were derived.
 BK3336
 BK3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6996053752(NAD 83)
 BK3336_MARKER: DZ = AZIMUTH MARK DISK
 BK3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3336_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3336+STABILITY: SURFACE MOTION
 BK3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3336+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2004
 BK3336
 BK3336  HISTORY     - Date     Condition        Report By
 BK3336  HISTORY     - 1987     MONUMENTED       LADTD
 BK3336  HISTORY     - 19970208 GOOD             USPSQD
 BK3336  HISTORY     - 20041107 GOOD             USPSQD
 BK3336
 BK3336                          STATION DESCRIPTION
 BK3336
 BK3336'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3336'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 BK3336'NORTHWEST OF WESTLAKE AND
 BK3336'11.3 KM (7 MI) NORTHWEST OF SULPHUR, ON PARISH RIGHT-OF-WAY IN A
 BK3336'WEED STRIP BETWEEN THE ROAD AND A PRIVATE FENCE.
 BK3336'OWNERSHIP--PARISH OFFICE OF PLANNING AND DEVELOPMENT.
 BK3336'
 BK3336'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 378 AND
 BK3336'379 IN WESTLAKE, GO WEST FOR 0.87 KM (0.6 MI) ON HIGHWAY 379 TO A
 BK3336'ROAD RIGHT.
 BK3336'TURN RIGHT AND GO NORTH FOR 0.4 KM (0.3 MI) ON HIGHWAY 379 TO A
 BK3336'FORK.
 BK3336'TURN LEFT AND GO NORTHWEST FOR 6.1 KM (3.8 MI) ON HIGHWAY 379 TO A
 BK3336'ROAD RIGHT.
 BK3336'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 3.5 KM (2.2 MI) ON ANTHONY
 BK3336'FERRY ROAD TO A T-ROAD.
 BK3336'TURN RIGHT AND GO EAST FOR 0.06 KM (0.04 MI) ON WILLOW SPRINGS ROAD
 BK3336'TO THE MARK ON THE RIGHT.
 BK3336'
 BK3336'THE STATION IS A STANDARD NGS DISK
 BK3336'STAMPED---TURK 1987---,
 BK3336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3336'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3336'63 METERS (206.7 FT) EAST FROM THE CENTER OF ANTHONY FERRY ROAD,
 BK3336'22.7 METERS (74.5 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 BK3336'A WHITE FRAME CHURCH,
 BK3336'7.3 METERS (24 FT) SOUTH FROM THE CENTER OF THE ROAD,
 BK3336'1 METERS (3.3 FT) SOUTHEAST FROM A FENCE CORNER AROUND A SMALL
 BK3336'CEMETERY AND
 BK3336'0.8 METERS (2.6 FT) EAST FROM A FIBERGLASS WITNESS POST.
 BK3336
 BK3336                          STATION RECOVERY (1997)
 BK3336
 BK3336'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3336'RECOVERED IN GOOD CONDITION.
 BK3336
 BK3336                          STATION RECOVERY (2004)
 BK3336
 BK3336'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWG)
 BK3336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1342 ***********************************************************************
 BX1342  DESIGNATION -  TURK RM 1
 BX1342  PID         -  BX1342
 BX1342  STATE/COUNTY-  LA/GRANT
 BX1342  USGS QUAD   -  MONTGOMERY (1993)
 BX1342
 BX1342                         *CURRENT SURVEY CONTROL
 BX1342  ___________________________________________________________________
 BX1342* NAD 83(1986)-  31 40 22.     (N)    092 53 39.     (W)     SCALED    
 BX1342* NAVD 88     -        49.66   (+/-2cm)     162.9    (feet)  VERTCON   
 BX1342  ___________________________________________________________________
 BX1342  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1342
 BX1342  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1342
 BX1342.The horizontal coordinates were scaled from a topographic map and have
 BX1342.an estimated accuracy of +/- 6 seconds.
 BX1342
 BX1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1342.The vertical order pertains to the NGVD 29 superseded value.
 BX1342
 BX1342.The geoid height was determined by GEOID03.
 BX1342
 BX1342;                    North         East    Units  Estimated Accuracy
 BX1342;SPC LA N     -   130,100.      962,630.      MT  (+/- 180 meters Scaled)
 BX1342
 BX1342                          SUPERSEDED SURVEY CONTROL
 BX1342
 BX1342  NGVD 29 (??/??/??)   49.681  (m)          163.00   (f) ADJUSTED    1 1
 BX1342
 BX1342.Superseded values are not recommended for survey control.
 BX1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1342.See file dsdata.txt to determine how the superseded data were derived.
 BX1342
 BX1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR100041(NAD 83)
 BX1342_MARKER: DR = REFERENCE MARK DISK
 BX1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1342_STAMPING: TURK NO 1 1968
 BX1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1342+STABILITY: SURFACE MOTION
 BX1342
 BX1342  HISTORY     - Date     Condition        Report By
 BX1342  HISTORY     - 1968     MONUMENTED       CGS
 BX1342  HISTORY     - 1969     GOOD             CGS
 BX1342  HISTORY     - 1987     GOOD             USPSQD
 BX1342  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1342
 BX1342                          STATION DESCRIPTION
 BX1342
 BX1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1342'0.5 MI NW FROM MONTGOMERY.
 BX1342'ABOUT 0.5 MILE NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1342'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 17,
 BX1342'T 8 N, R 5 W, ABOUT 0.1 MILE SOUTHEAST OF A JUNCTION OF THE HIGHWAY
 BX1342'AND A DIRT ROAD, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX1342'40 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN
 BX1342'RAILWAY, 3 1/2 FEET NORTH OF A TELEPHONE POLE, 68.6 FEET SOUTHEAST OF
 BX1342'TRIANGULATION STATION TURK 1968, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BX1342'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BX1342'ABOVE THE SURFACE OF THE GROUND.
 BX1342
 BX1342                          STATION RECOVERY (1987)
 BX1342
 BX1342'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1342'RECOVERED IN GOOD CONDITION.
 BX1342
 BX1342                          STATION RECOVERY (2001)
 BX1342
 BX1342'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1340 ***********************************************************************
 BX1340  DESIGNATION -  TURK RM 2
 BX1340  PID         -  BX1340
 BX1340  STATE/COUNTY-  LA/GRANT
 BX1340  USGS QUAD   -  MONTGOMERY (1993)
 BX1340
 BX1340                         *CURRENT SURVEY CONTROL
 BX1340  ___________________________________________________________________
 BX1340* NAD 83(1986)-  31 40 27.     (N)    092 53 43.     (W)     SCALED    
 BX1340* NAVD 88     -        50.25   (+/-2cm)     164.9    (feet)  VERTCON   
 BX1340  ___________________________________________________________________
 BX1340  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1340
 BX1340  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1340
 BX1340.The horizontal coordinates were scaled from a topographic map and have
 BX1340.an estimated accuracy of +/- 6 seconds.
 BX1340
 BX1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1340.The vertical order pertains to the NGVD 29 superseded value.
 BX1340
 BX1340.The geoid height was determined by GEOID03.
 BX1340
 BX1340;                    North         East    Units  Estimated Accuracy
 BX1340;SPC LA N     -   130,250.      962,520.      MT  (+/- 180 meters Scaled)
 BX1340
 BX1340                          SUPERSEDED SURVEY CONTROL
 BX1340
 BX1340  NGVD 29 (??/??/??)   50.269  (m)          164.92   (f) ADJUSTED    1 1
 BX1340
 BX1340.Superseded values are not recommended for survey control.
 BX1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1340.See file dsdata.txt to determine how the superseded data were derived.
 BX1340
 BX1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR099043(NAD 83)
 BX1340_MARKER: DR = REFERENCE MARK DISK
 BX1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1340_STAMPING: TURK NO 2 1968
 BX1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1340+STABILITY: SURFACE MOTION
 BX1340
 BX1340  HISTORY     - Date     Condition        Report By
 BX1340  HISTORY     - 1968     MONUMENTED       CGS
 BX1340  HISTORY     - 1969     GOOD             CGS
 BX1340  HISTORY     - 1987     GOOD             USPSQD
 BX1340  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1340
 BX1340                          STATION DESCRIPTION
 BX1340
 BX1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1340'0.5 MI NW FROM MONTGOMERY.
 BX1340'ABOUT 0.5 MILE NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1340'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 17,
 BX1340'T 8 N, R 5 W, ABOUT 0.1 MILE SOUTHEAST OF A JUNCTION OF THE HIGHWAY
 BX1340'AND A DIRT ROAD, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX1340'45 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN
 BX1340'RAILWAY, 24 FEET SOUTHEAST OF A TELEPHONE POLE, 64.1 FEET NORTHWEST OF
 BX1340'TRIANGULATION STATION TURK 1968, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BX1340'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BX1340'ABOVE THE SURFACE OF THE GROUND.
 BX1340
 BX1340                          STATION RECOVERY (1987)
 BX1340
 BX1340'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1340'RECOVERED IN GOOD CONDITION.
 BX1340
 BX1340                          STATION RECOVERY (2001)
 BX1340
 BX1340'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3008 ***********************************************************************
 CP3008  CBN         -  This is a Cooperative Base Network Control Station.
 CP3008  DESIGNATION -  TURKEY
 CP3008  PID         -  CP3008
 CP3008  STATE/COUNTY-  LA/FRANKLIN
 CP3008  USGS QUAD   -  WINNSBORO (1983)
 CP3008
 CP3008                         *CURRENT SURVEY CONTROL
 CP3008  ___________________________________________________________________
 CP3008* NAD 83(1992)-  32 14 48.19200(N)    091 41 51.72687(W)     ADJUSTED  
 CP3008* NAVD 88     -        22.7    (meters)      74.     (feet)  GPS OBS   
 CP3008  ___________________________________________________________________
 CP3008  X           -    -159,966.635 (meters)                     COMP
 CP3008  Y           -  -5,397,137.473 (meters)                     COMP
 CP3008  Z           -   3,383,599.659 (meters)                     COMP
 CP3008  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CP3008  ELLIP HEIGHT-          -3.44  (meters)          (02/12/02) GPS OBS
 CP3008  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP3008
 CP3008  HORZ ORDER  -  B
 CP3008  VERT ORDER  -  THIRD (See Below)
 CP3008  ELLP ORDER  -  FOURTH    CLASS II
 CP3008
 CP3008.The horizontal coordinates were established by GPS observations
 CP3008.and adjusted by the National Geodetic Survey in September 1992..
 CP3008
 CP3008.The orthometric height was determined by GPS observations and a
 CP3008.high-resolution geoid model.
 CP3008.The vertical order pertains to the NGVD 29 superseded value.
 CP3008
 CP3008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3008
 CP3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3008
 CP3008.The ellipsoidal height was determined by GPS observations
 CP3008.and is referenced to NAD 83.
 CP3008
 CP3008.The geoid height was determined by GEOID03.
 CP3008
 CP3008;                    North         East     Units Scale Factor Converg.
 CP3008;SPC LA N     -   193,948.668 1,075,602.064   MT  0.99993117   +0 25 27.0
 CP3008;SPC LA N     -   636,313.25  3,528,871.10   sFT  0.99993117   +0 25 27.0
 CP3008;UTM  15      - 3,568,527.283   622,683.071   MT  0.99978561   +0 41 41.8
 CP3008
 CP3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3008!SPC LA N     -   1.00000054  x   0.99993117  =   0.99993171
 CP3008!UTM  15      -   1.00000054  x   0.99978561  =   0.99978615
 CP3008
 CP3008|---------------------------------------------------------------------|
 CP3008| PID    Reference Object                     Distance      Geod. Az  |
 CP3008|                                                           dddmmss.s |
 CP3008| CY5763 TURKEY RM 1                          24.416 METERS 06545     |
 CP3008| CY5762 TURKEY AZ MK                                       1764840.5 |
 CP3008| CP3012 WINNSBORO PIPE RAD KKQ 976 MST      APPROX.10.8 KM 1895423.6 |
 CP3008| CP3014 WINNSBORO MUNICIPAL TANK            APPROX. 9.0 KM 1942649.5 |
 CP3008| CP3017 WINNSBORO RAD STA KMAR MAST         APPROX. 8.4 KM 2141203.2 |
 CP3008| CP3009 21 V 66                               8.573 METERS 26605     |
 CP3008| CP3015 BASKIN GAS CO MICROWV KKE 69        APPROX. 3.6 KM 2683428.1 |
 CP3008|---------------------------------------------------------------------|
 CP3008
 CP3008                          SUPERSEDED SURVEY CONTROL
 CP3008
 CP3008  ELLIP H (09/10/92)   -3.37   (m)                       GP(       ) 4 1
 CP3008  NAD 83(1986)-  32 14 48.20630(N)    091 41 51.71868(W) AD(       ) 1
 CP3008  NAD 27      -  32 14 47.66807(N)    091 41 51.27044(W) AD(       ) 1
 CP3008  NGVD 29 (12/01/98)   22.78   (m)           74.7    (f) U HEIGHT    3  
 CP3008
 CP3008.Superseded values are not recommended for survey control.
 CP3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3008.See file dsdata.txt to determine how the superseded data were derived.
 CP3008
 CP3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2268368527(NAD 83)
 CP3008_MARKER: DS = TRIANGULATION STATION DISK
 CP3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3008_SP_SET: CONCRETE POST
 CP3008_STAMPING: TURKEY 1971
 CP3008_MARK LOGO: NGS   
 CP3008_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3008+STABILITY: SURFACE MOTION
 CP3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3008+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 CP3008
 CP3008  HISTORY     - Date     Condition        Report By
 CP3008  HISTORY     - 1971     MONUMENTED       NGS
 CP3008  HISTORY     - 1971     GOOD             NGS
 CP3008  HISTORY     - 19911002 GOOD             LADTD
 CP3008  HISTORY     - 19920305 GOOD
 CP3008  HISTORY     - 19921209 GOOD             NGS
 CP3008  HISTORY     - 19930503 GOOD
 CP3008  HISTORY     - 19930824 GOOD             LADTD
 CP3008  HISTORY     - 20041029 GOOD             LADTD
 CP3008
 CP3008                          STATION DESCRIPTION
 CP3008
 CP3008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3008'THE STATION IS ABOUT 6.5 MILES WEST OF CROWVILLE, 6.0 MILES
 CP3008'NORTH-NORTHEAST OF WINNSBORO, 6.0 MILES SOUTHEAST OF MANGHAM,
 CP3008'2.5 MILES SOUTHEAST OF BASKIN, IN SECTION 36, T 15 N, R 7 E,
 CP3008'AND ON LAND OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS,
 CP3008'FRANKLIN PARISH, CHASE, LOUISIANA.
 CP3008'
 CP3008'TO REACH THE STATION FROM THE POST OFFICE IN BASKIN, GO SOUTH
 CP3008'ON STATE HIGHWAY 15 FOR 0.75 MILE TO THE JUNCTION OF STATE
 CP3008'HIGHWAY 577.  TURN LEFT AND GO EAST ON STATE HIGHWAY 577 FOR 2.6
 CP3008'MILES TO THE JUNCTION OF STATE HIGHWAY 867 AND THE STATION ON
 CP3008'THE RIGHT.
 CP3008'
 CP3008'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 CP3008'HIGHWAY 867 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 CP3008'
 CP3008'STATION MARKS ARE STANDARD DISKS STAMPED TURKEY 1971.  THE
 CP3008'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3008'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET
 CP3008'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAYS
 CP3008'577 AND 867, 79 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 CP3008'577, 51 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 867, 26.5
 CP3008'FEET EAST OF A METAL WITNESS POST AND 23.7 FEET NORTHEAST OF A
 CP3008'FENCE LINE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 CP3008'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP3008'SURFACE.
 CP3008'
 CP3008'REFERENCE MARK 1, A STANDARD DISK STAMPED TURKEY NO 1 1971, IS
 CP3008'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3008'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET
 CP3008'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAYS
 CP3008'577 AND 867, 48 FEET SOUTH OF THE OF THE CENTERLINE OF STATE
 CP3008'HIGHWAY 577, 23 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 867
 CP3008'AND 22 FEET WEST-SOUTHWEST OF A POWERLINE POLE.
 CP3008'
 CP3008'21V66, A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS BENCH MARK
 CP3008'DISK STAMPED 21V66 1969, IS SET IN THE TOP OF A 12-INCH
 CP3008'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CP3008'SURFACE.  IT IS 78 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 CP3008'577, 77 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 867, 1.6
 CP3008'FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT EAST-NORTHEAST
 CP3008'OF THE FENCE.
 CP3008'
 CP3008'THE AZIMUTH MARK, A STANDARD DISK STAMPED TURKEY 1971, IS SET IN
 CP3008'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP3008'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 47 FEET EAST-NORTHEAST
 CP3008'OF THE CENTERLINE OF STATE HIGHWAY 867, 41 FEET NORTH-NORTHWEST
 CP3008'OF THE CENTER OF A GRAVELED ROAD, 5.5 FEET SOUTH OF A METAL
 CP3008'WITNESS POST, 3.5 FEET NORTHWEST OF A TELEPHONE METAL CABLE POST
 CP3008'AND 2.4 FEET WEST-SOUTHWEST OF A CORNER FENCE POST.
 CP3008'
 CP3008'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 CP3008
 CP3008                          STATION RECOVERY (1971)
 CP3008
 CP3008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CP3008'RECOVERED IN GOOD CONDITION.
 CP3008
 CP3008                          STATION RECOVERY (1991)
 CP3008
 CP3008'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CP3008'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF CROWVILLE, 6.0
 CP3008'MI (9.7 KM) NORTH-NORTHEAST OF WINNSBORO, 6.0 MI (9.7 KM) SOUTHEAST
 CP3008'OF MANGHAM, 2.5 MI (4.0 KM) SOUTHEAST OF BASKIN, IN SECTION 36, T 15
 CP3008'N, R 7 E. OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP3008'DEVELOPMENT.
 CP3008'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 577
 CP3008'SOUTH OF BASKIN, GO EAST FOR 2.6 MI (4.2 KM) ON HIGHWAY 577 TO THE
 CP3008'JUNCTION WITH STATE HIGHWAY 867 AND THE STATION SET IN THE SOUTHWEST
 CP3008'QUARDRANT ON THE INTERCHANGE.  ALSO TO REACH THE STATION FROM THE
 CP3008'JUNCTION OF STATE HIGHWAYS 17 AND 577 IN CROWVILLE, GO WEST FOR 6.4
 CP3008'MI (10.3 KM) ON HIGHWAY 577 TO THE STATION.
 CP3008'THE STATION IS 79.0 FT (24.1 M) SOUTH FROM THE CENTER OF HIGHWAY 577,
 CP3008'51.0 FT (15.5 M) WEST FROM THE CENTER OF HIGHWAY 867, 42.0 FT
 CP3008'(12.8 M) NORTH FROM A RIGHT-OF-WAY MARKER, 26.5 FT (8.1 M) EAST FROM
 CP3008'A METAL WITNESS POST WITH SIGN ATTACHED, 23.5 FT (7.2 M) NORTHEAST
 CP3008'FROM A FENCE, 1.0 FT (0.3 M) EAST FROM A FIBERGLASS WITNESS POST,
 CP3008'FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 CP3008
 CP3008                          STATION RECOVERY (1992)
 CP3008
 CP3008'RECOVERED 1992
 CP3008'RECOVERED IN GOOD CONDITION.
 CP3008
 CP3008                          STATION RECOVERY (1992)
 CP3008
 CP3008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RAH)
 CP3008'RECOVERED AS DESCRIBED.
 CP3008
 CP3008                          STATION RECOVERY (1993)
 CP3008
 CP3008'RECOVERED 1993
 CP3008'RECOVERED IN GOOD CONDITION.
 CP3008
 CP3008                          STATION RECOVERY (1993)
 CP3008
 CP3008'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 CP3008'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF CROWVILLE, 6.0
 CP3008'MI (9.7 KM) NORTH-NORTHEAST OF WINNSBORO AND 2.5 MI (4.0 KM)
 CP3008'EAST-SOUTHEAST OF BASKIN, SECTION 36, T 15 N, R 7 E.
 CP3008'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 CP3008'REACH THE STATION FROM THE POST OFFICE IN CROWVILLLE, GO NORTH FOR
 CP3008'0.15 MI (0.24 KM) ON STATE HIGHWAY 17 TO THE JUNCTION OF STATE HIGHWAY
 CP3008'577.  TURN LEFT AND GO WEST FOR 6.5 MI (10.5 KM) ON HIGHWAY 577 TO THE
 CP3008'JUNCTION OF STATE HIGHWAY 867 AND THE STATION SET IN THE SOUTHWEST
 CP3008'QUADRANT OF THE INTERSECTION.  THE STATION IS 79.0 FT (24.1 M) SOUTH
 CP3008'FROM THE CENTER OF HIGHWAY 577, 51.0 FT (15.5 M) WEST FROM THE CENTER
 CP3008'OF HIGHWAY 867, 42.0 FT (12.8 M) NORTH FROM A RIGHT-OF-WAY MARKER,
 CP3008'26.5 FT (8.1 M) EAST FROM A METAL WITNESS POST WITH A SIGN ATTACHED,
 CP3008'23.5 FT (7.2 M) NORTHEAST FROM A FENCE, 1.0 FT (0.3 M) EAST FROM A
 CP3008'FIBERGLASS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH
 CP3008'THE HIGHWAY.
 CP3008
 CP3008                          STATION RECOVERY (2004)
 CP3008
 CP3008'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 CP3008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5334 ***********************************************************************
 BJ5334  DESIGNATION -  TURKEY AZ MK 2
 BJ5334  PID         -  BJ5334
 BJ5334  STATE/COUNTY-  LA/LIVINGSTON
 BJ5334  USGS QUAD   -  HOLDEN (1974)
 BJ5334
 BJ5334                         *CURRENT SURVEY CONTROL
 BJ5334  ___________________________________________________________________
 BJ5334* NAD 83(1992)-  30 31 56.47823(N)    090 38 38.40528(W)     ADJUSTED  
 BJ5334* NAVD 88     -        16.     (meters)      52.     (feet)  VERTCON   
 BJ5334  ___________________________________________________________________
 BJ5334  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ5334  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ5334
 BJ5334  HORZ ORDER  -  THIRD
 BJ5334
 BJ5334.The horizontal coordinates were established by classical geodetic methods
 BJ5334.and adjusted by the National Geodetic Survey in January 1993..
 BJ5334.No horizontal observational check was made to the station.
 BJ5334
 BJ5334.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5334
 BJ5334.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5334
 BJ5334.The geoid height was determined by GEOID03.
 BJ5334
 BJ5334;                    North         East     Units Scale Factor Converg.
 BJ5334;SPC LA S     -   225,477.101 1,066,150.733   MT  0.99996863   +0 20 40.8
 BJ5334;SPC LA S     -   739,752.79  3,497,862.86   sFT  0.99996863   +0 20 40.8
 BJ5334;UTM  15      - 3,380,138.809   726,039.046   MT  1.00023035   +1 11 50.7
 BJ5334
 BJ5334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5334!SPC LA S     -   1.00000171  x   0.99996863  =   0.99997034
 BJ5334!UTM  15      -   1.00000171  x   1.00023035  =   1.00023206
 BJ5334
 BJ5334                          SUPERSEDED SURVEY CONTROL
 BJ5334
 BJ5334  NAD 83(1986)-  30 31 56.49492(N)    090 38 38.40303(W) AD(       ) 3
 BJ5334  NGVD 29 (11/02/92)   16.     (m)           52.     (f) VERT ANG       
 BJ5334
 BJ5334.Superseded values are not recommended for survey control.
 BJ5334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5334.See file dsdata.txt to determine how the superseded data were derived.
 BJ5334
 BJ5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2603980139(NAD 83)
 BJ5334_MARKER: DZ = AZIMUTH MARK DISK
 BJ5334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5334_STAMPING: TURKEY 1970 1985
 BJ5334_MARK LOGO: NGS   
 BJ5334_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5334+STABILITY: SURFACE MOTION
 BJ5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5334+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BJ5334
 BJ5334  HISTORY     - Date     Condition        Report By
 BJ5334  HISTORY     - 1985     MONUMENTED       NGS
 BJ5334  HISTORY     - UNK      SEE DESCRIPTION
 BJ5334
 BJ5334                          STATION DESCRIPTION
 BJ5334
 BJ5334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (SLC)
 BJ5334'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) EAST AND 3.2 KM (2 MI)
 BJ5334'NORTH OF LIVINGSTON, 6.4 KM (4 MI) WEST AND 3.2 KM (2 MI) NORTH OF
 BJ5334'ALBANY, 3.2 KM (2 MI) NORTH AND 2.4 KM (1.5 MI) EAST OF HOLDEN, 3.2 KM
 BJ5334'(2 MI) NORTH OF US HIGHWAY 190 AND IN THE NORTH CENTRAL EDGE OF
 BJ5334'SECTION 18, T 6 S, R 6 E.  OWNERSHIP--THE CROWN ZELLERBACH CORPORATION
 BJ5334'OF BOGALUSA, LOUISIANA.
 BJ5334' 
 BJ5334'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 190 AND STATE
 BJ5334'HIGHWAY 441 IN HOLDEN, GO NORTH ON HIGHWAY 441 FOR ABOUT 1 KM (0.65
 BJ5334'MI) TO THE JUNCTION WITH STATE HIGHWAY 1036 AND A SHELL CAR WASH ON
 BJ5334'THE LEFT, THENCE CONTINUE NORTHEAST ON HIGHWAY 441 FOR 2.5 KM (1.55
 BJ5334'MI) TO A SIDE GRAVEL ROAD ON THE RIGHT WITH A BRICK HOUSE AND WHITE
 BJ5334'FRAME HOUSE ON THE RIGHT, THENCE EAST (RIGHT) ON THE GRAVEL ROAD FOR
 BJ5334'0.3 KM (0.2 MI) TO A CATTLE GUARD, THENCE CONTINUE EAST FOR 1.9 KM
 BJ5334'(1.2 MI) TO A SIDE GRAVEL ROAD ON THE RIGHT WITH THE AZIMUTH MARK IN
 BJ5334'THE SOUTHEAST ANGLE OF THE JUNCTION.
 BJ5334' 
 BJ5334'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--TURKEY 1970
 BJ5334'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ5334'CM IN DIAMETER FLUSH WITH GROUND LOCATED 53 FT (16.2 M) E FROM THE
 BJ5334'CENTER OF A GRAVEL ROAD LEADING SOUTH, 30 FT (9.1 M) S FROM THE CENTER
 BJ5334'OF A GRAVEL EAST-WEST ROAD, AND 2 FT (0.6 M) N FROM A METAL WITNESS
 BJ5334'POST WITH SIGN ATTACHED.
 BJ5334
 BJ5334                          STATION RECOVERY (UNK )
 BJ5334
 BJ5334'RECOVERED UNK
 BJ5334'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2087 ***********************************************************************
 BJ2087  DESIGNATION -  TURKEY CAP
 BJ2087  PID         -  BJ2087
 BJ2087  STATE/COUNTY-  LA/IBERIA
 BJ2087  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2087
 BJ2087                         *CURRENT SURVEY CONTROL
 BJ2087  ___________________________________________________________________
 BJ2087* NAD 83(1986)-  30 01 51.     (N)    091 29 33.     (W)     SCALED    
 BJ2087* NAVD 88     -         1.67   (+/-2cm)       5.5    (feet)  VERTCON   
 BJ2087  ___________________________________________________________________
 BJ2087  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BJ2087
 BJ2087  VERT ORDER  -  ? (See Below)
 BJ2087
 BJ2087.The horizontal coordinates were scaled from a topographic map and have
 BJ2087.an estimated accuracy of +/- 6 seconds.
 BJ2087
 BJ2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2087.The vertical order pertains to the NGVD 29 superseded value.
 BJ2087
 BJ2087.The geoid height was determined by GEOID03.
 BJ2087
 BJ2087;                    North         East    Units  Estimated Accuracy
 BJ2087;SPC LA S     -   169,700.      984,650.      MT  (+/- 180 meters Scaled)
 BJ2087
 BJ2087                          SUPERSEDED SURVEY CONTROL
 BJ2087
 BJ2087  NGVD 29 (??/??/??)    1.695  (m)            5.56   (f) ADJUSTED    ?  
 BJ2087
 BJ2087.Superseded values are not recommended for survey control.
 BJ2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2087.See file dsdata.txt to determine how the superseded data were derived.
 BJ2087
 BJ2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP453231(NAD 83)
 BJ2087_MARKER: P = PIPE CAP
 BJ2087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2087
 BJ2087  HISTORY     - Date     Condition        Report By
 BJ2087  HISTORY     - UNK      MONUMENTED       DOD
 BJ2087  HISTORY     - 1936     GOOD             DOD
 BJ2087
 BJ2087                          STATION DESCRIPTION
 BJ2087
 BJ2087'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 BJ2087'5.8 MI W FROM TURKEY ISLAND.
 BJ2087'ABOUT 5/8 MILE WEST OF AND OPPOSITE A POINT 1/2 MILE BELOW THE
 BJ2087'NORTHWEST END OF TURKEY ISLAND, IBERIA PARISH, ON THE WEST BANK OF
 BJ2087'CHICOT PASS, AT STATION 549+59.77 OF BAYOU CHENE CONTROL, ABOUT 2-3/4
 BJ2087'MILES SOUTH OF THE NICK BURNS RESIDENCE, ABOUT 3,000 FEET ABOVE AN
 BJ2087'ISLAND OF WILLOW TREES IN THE PASS, ABOUT 3/8 MILE BELOW AND ACROSS
 BJ2087'THE PASS FROM ITS CONFLUENCE WITH LULA CHUTE, AND ABOUT 100 FEET WEST
 BJ2087'OF THE BANK.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 BJ2087'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2677 ***********************************************************************
 BK2677  DESIGNATION -  TURKEY CREEK
 BK2677  PID         -  BK2677
 BK2677  STATE/COUNTY-  LA/EVANGELINE
 BK2677  USGS QUAD   -  PINE PRAIRIE (1993)
 BK2677
 BK2677                         *CURRENT SURVEY CONTROL
 BK2677  ___________________________________________________________________
 BK2677* NAD 83(1992)-  30 51 56.48643(N)    092 24 54.23616(W)     ADJUSTED  
 BK2677* NAVD 88     -        36.9    (meters)     121.     (feet)  VERTCON   
 BK2677  ___________________________________________________________________
 BK2677  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK2677  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK2677
 BK2677  HORZ ORDER  -  FIRST
 BK2677
 BK2677.The horizontal coordinates were established by classical geodetic methods
 BK2677.and adjusted by the National Geodetic Survey in January 1993..
 BK2677
 BK2677.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2677
 BK2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2677
 BK2677.The geoid height was determined by GEOID03.
 BK2677
 BK2677;                    North         East     Units Scale Factor Converg.
 BK2677;SPC LA S     -   262,721.523   896,542.904   MT  1.00003943   -0 32 27.2
 BK2677;SPC LA S     -   861,945.53  2,941,407.84   sFT  1.00003943   -0 32 27.2
 BK2677;SPC LA N     -    40,551.066 1,008,123.608   MT  1.00008185   +0 02 41.7
 BK2677;SPC LA N     -   133,041.29  3,307,485.54   sFT  1.00008185   +0 02 41.7
 BK2677;UTM  15      - 3,414,863.686   555,919.958   MT  0.99963857   +0 18 00.3
 BK2677
 BK2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2677!SPC LA S     -   0.99999846  x   1.00003943  =   1.00003789
 BK2677!SPC LA N     -   0.99999846  x   1.00008185  =   1.00008031
 BK2677!UTM  15      -   0.99999846  x   0.99963857  =   0.99963703
 BK2677
 BK2677:                Primary Azimuth Mark                     Grid Az
 BK2677:SPC LA S     -  TURKEY CREEK AZ MK                       008 01 12.6
 BK2677:SPC LA N     -  TURKEY CREEK AZ MK                       007 26 03.7
 BK2677:UTM  15      -  TURKEY CREEK AZ MK                       007 10 45.1
 BK2677
 BK2677|---------------------------------------------------------------------|
 BK2677| PID    Reference Object                     Distance      Geod. Az  |
 BK2677|                                                           dddmmss.s |
 BK2677| CW1564 TURKEY CREEK AZ MK                                 0072845.4 |
 BK2677| BK2673 TURKEY CREEK ATT MW KLV 52          APPROX. 7.6 KM 0801013.5 |
 BK2677| CW1567 TURKEY CREEK RM 3                    40.743 METERS 23358     |
 BK2677| CW1565 TURKEY CREEK RM 1                    43.510 METERS 23450     |
 BK2677| CW1566 TURKEY CREEK RM 2                    45.104 METERS 35632     |
 BK2677|---------------------------------------------------------------------|
 BK2677
 BK2677                          SUPERSEDED SURVEY CONTROL
 BK2677
 BK2677  NAD 83(1986)-  30 51 56.50670(N)    092 24 54.22968(W) AD(       ) 1
 BK2677  NAD 27      -  30 51 55.80200(N)    092 24 53.75000(W) AD(       ) 1
 BK2677  NGVD 29 (07/19/86)   36.9    (m)          121.     (f) VERT ANG       
 BK2677
 BK2677.Superseded values are not recommended for survey control.
 BK2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2677.See file dsdata.txt to determine how the superseded data were derived.
 BK2677
 BK2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5592014864(NAD 83)
 BK2677_MARKER: DS = TRIANGULATION STATION DISK
 BK2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2677
 BK2677  HISTORY     - Date     Condition        Report By
 BK2677  HISTORY     - 1934     MONUMENTED       CGS
 BK2677  HISTORY     - 1936     GOOD             LAGS
 BK2677  HISTORY     - 1959     GOOD             CGS
 BK2677  HISTORY     - 1969     GOOD             CGS
 BK2677
 BK2677                          STATION DESCRIPTION
 BK2677
 BK2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2677'STATION IS LOCATED ABOUT A HALF MILE S OF TURKEY CREEK OR
 BK2677'SIX MILES N OF PINE PRAIRIE ON OPEN BRUSHLAND BETWEEN THE
 BK2677'ROCK ISLAND RAILROAD TRACKS AND STATE HIGHWAY 26, 50 YARDS
 BK2677'E OF HIGHWAY, IN THE W RAILROAD RIGHT-OF-WAY FENCE LINE,
 BK2677'45 FEET W OF THE W RAIL.  ABOUT 380 FEET S OF CENTER LINE
 BK2677'OF STATE HIGHWAY 26 AT POINT WHERE IT MAKES A RIGHT-ANGLE
 BK2677'TURN TO CROSS TRACKS.  MARK PROJECTS ABOUT 12 INCHES.
 BK2677'
 BK2677'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK2677'BRONZE DISKS SET IN CONCRETE.
 BK2677'
 BK2677'REFERENCE MARK NO. 1 IS 142.74 FEET OR 43.510 METERS SW
 BK2677'OF STATION 5 FEET W OF DITCH, 31 FEET W OF CENTER LINE OF
 BK2677'STATE HIGHWAY 26, MARK PROJECTS ABOUT 12 INCHES.
 BK2677'
 BK2677'REFERENCE MARK NO. 2 IS 45.11 METERS OR 148.0 FEET N OF
 BK2677'STATION IN UNCLEARED AREA, 25 FEET W OF RAILROAD RIGHT-OF-WAY
 BK2677'FENCE LINE, 70 FEET W OF W TRACK OF RAILROAD.
 BK2677'
 BK2677'AZIMUTH MARK IS 0.8 MILE N OF STATION 140 FEET S OF SW CORNER
 BK2677'OF TURKEY CREEK RAILROAD STATION, 18 FEET E OF E RAIL OF
 BK2677'RAILROAD.
 BK2677'
 BK2677'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK2677
 BK2677                          STATION RECOVERY (1936)
 BK2677
 BK2677'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2677'RECOVERED AS DESCRIBED.
 BK2677
 BK2677                          STATION RECOVERY (1959)
 BK2677
 BK2677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK2677'THE STATION WAS VISITED 10-15-59 AND THE STATION MARK, REFERENCE
 BK2677'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BK2677'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.  REFERENCE
 BK2677'MARK NO. 1 WAS FOUND MOVED TO A DIFFERENT LOCATION BY HIGHWAY
 BK2677'WORKERS.  THE MARK WAS RESET IN A NEW LOCATION AT THIS DATE,
 BK2677'THE DISK STAMPED NO. 3 AND USED AS REFERENCE MARK NO. 3
 BK2677'FOR THE STATION.  A NEW DESCRIPTION FOLLOWS--
 BK2677'
 BK2677'THE STATION IS LOCATED 0.8 MILES SOUTH OF TURKEY CREEK,
 BK2677'ON THE WEST SIDE OF THE ROCK ISLAND RAILROAD TRACK, 380
 BK2677'FEET SOUTH OF WHERE STATE HIGHWAY 13 MAKES A RIGHT ANGLE
 BK2677'TURN ACROSS THE RAILROAD TRACKS, 160 FEET EAST OF THE CENTER
 BK2677'OF STATE HIGHWAY 13, 45 FEET WEST OF THE WEST RAIL OF THE
 BK2677'TRACK, 15 FEET NORTHWEST OF A FORKED 6-INCH PINE TREE, 13
 BK2677'FEET SOUTHWEST OF A 2-FOOT PINE TREE AND 1 FOOT EAST OF
 BK2677'A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 BK2677'DISK, STAMPED TURKEY CREEK 1934, PROJECTING 10 INCHES.
 BK2677'
 BK2677'REFERENCE MARK NO. 2 IS 148.00 FEET NORTHWEST OF THE STATION,
 BK2677'70 FEET WEST OF THE WEST RAIL OF THE TRACK, 7 RAILS SOUTH
 BK2677'OF THE ROAD CROSSING, 138 FEET WEST OF A 3-FOOT LONE PINE
 BK2677'TREE AT THE EDGE OF THE HIGHWAY AND 171 FEET WEST OF THE
 BK2677'CENTER OF THE HIGHWAY AT THE SOUTH END OF A CURVE.  IT IS
 BK2677'A STANDARD DISK, STAMPED TURKEY CREEK NO 2 1934, PROJECTING
 BK2677'8 INCHES.
 BK2677'
 BK2677'REFERENCE MARK NO. 3 IS 133.67 FEET SOUTHWEST OF THE STATION,
 BK2677'42 FEET EAST OF THE CENTER OF STATE HIGHWAY 13, IN THE TIMBERED
 BK2677'AREA.  IT IS A STANDARD DISK, STAMPED TURKEY CREEK NO 3
 BK2677'1934, PROJECTING 10 INCHES.
 BK2677'
 BK2677'THE AZIMUTH MARK IS 0.55 MILE NORTH OF THE STATION, AT THE
 BK2677'SOUTH EDGE OF THE TOWN OF TURKEY CREEK, 152 FEET SOUTH OF
 BK2677'THE RAILROAD SIGN TURKEY CREEK 18 FEET EAST OF THE EAST
 BK2677'RAIL OF THE ROCK ISLAND RAILROAD TRACK, 88 FEET WEST OF
 BK2677'THE CENTERLINE OF STATE HIGHWAY 13, 53.5 FEET NORTHEAST
 BK2677'OF A SWITCH STAND ON THE WEST SIDE OF THE TRACK FOR A SPUR
 BK2677'LINE LEADING SOUTH, AND 1 FOOT WEST OF A METAL WITNESS POST
 BK2677'BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED TURKEY
 BK2677'CREEK AZI 1934, PROJECTING 6 INCHES.
 BK2677'
 BK2677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167
 BK2677'AND STATE HIGHWAY 13 IN TURKEY CREEK, GO SOUTH ON STATE HIGHWAY
 BK2677'13 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH
 BK2677'FOR 0.55 MILE TO WHERE THE HIGHWAY CROSSES THE RAILROAD TRACK
 BK2677'AND THE STATION 380 FEET SOUTH OF THE CROSSING.
 BK2677
 BK2677                          STATION RECOVERY (1969)
 BK2677
 BK2677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2677'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND THE
 BK2677'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BK2677'
 BK2677'THE 1959 DESCRIPTION IS ADEQUATE AND THE DISTANCES AND
 BK2677'DIRECTIONS CHECKED FAVORABLE.
 BK2677'
 BK2677'THE AZIMUTH MARK COULD NOT BE SEEN FROM THE STATION AT THIS TIME
 BK2677'BECAUSE OF GROWTH OF THE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2673 ***********************************************************************
 BK2673  DESIGNATION -  TURKEY CREEK ATT MW KLV 52
 BK2673  PID         -  BK2673
 BK2673  STATE/COUNTY-  LA/EVANGELINE
 BK2673  USGS QUAD   -  LONE PINE (1992)
 BK2673
 BK2673                         *CURRENT SURVEY CONTROL
 BK2673  ___________________________________________________________________
 BK2673* NAD 83(1992)-  30 52 38.51191(N)    092 20 12.45256(W)     ADJUSTED  
 BK2673* NAVD 88     -                                                        
 BK2673  ___________________________________________________________________
 BK2673  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BK2673  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK2673
 BK2673  HORZ ORDER  -  THIRD
 BK2673
 BK2673.The horizontal coordinates were established by classical geodetic methods
 BK2673.and adjusted by the National Geodetic Survey in January 1993..
 BK2673
 BK2673
 BK2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2673
 BK2673.The geoid height was determined by GEOID03.
 BK2673
 BK2673;                    North         East     Units Scale Factor Converg.
 BK2673;SPC LA S     -   263,947.649   904,040.106   MT  1.00004253   -0 30 06.3
 BK2673;SPC LA S     -   865,968.25  2,966,004.91   sFT  1.00004253   -0 30 06.3
 BK2673;UTM  15      - 3,416,199.262   563,395.374   MT  0.99964957   +0 20 25.3
 BK2673
 BK2673                          SUPERSEDED SURVEY CONTROL
 BK2673
 BK2673  NAD 83(1986)-  30 52 38.53065(N)    092 20 12.44699(W) AD(       ) 4
 BK2673  NAD 27      -  30 52 37.83085(N)    092 20 11.97689(W) AD(       ) 3
 BK2673
 BK2673.Superseded values are not recommended for survey control.
 BK2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2673.See file dsdata.txt to determine how the superseded data were derived.
 BK2673
 BK2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6339516199(NAD 83)
 BK2673_MARKER: 45 = MICROWAVE TOWER
 BK2673
 BK2673  HISTORY     - Date     Condition        Report By
 BK2673  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2673
 BK2673                          STATION DESCRIPTION
 BK2673
 BK2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2673'THE RED LIGHT ON TOP OF THE MICROWAVE TOWER OF THE AMERICAN
 BK2673'TELEPHONE AND TELEGRAPH COMPANY.  IT IS A FOUR-LEGGED STEEL
 BK2673'STRUCTURE, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, HAS
 BK2673'FOUR HORN ANTENNAS NEAR THE TOP AND ONE DISH TYPE ANTENNAE
 BK2673'NEAR THE ONE-FOURTH POINT.  IT IS 4-1/2 MILES EAST-NORTHEAST
 BK2673'OF TURKEY CREEK, 5 MILES NORTHWEST OF ST. LANDRY AND ON THE
 BK2673'WEST SIDE OF A GRAVELED ROAD.  THE TOWER HAS AN OVERALL HEIGHT
 BK2673'OF 232 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4632 ***********************************************************************
 BJ4632  DESIGNATION -  TURKEY RESET
 BJ4632  PID         -  BJ4632
 BJ4632  STATE/COUNTY-  LA/LIVINGSTON
 BJ4632  USGS QUAD   -  HOLDEN (1974)
 BJ4632
 BJ4632                         *CURRENT SURVEY CONTROL
 BJ4632  ___________________________________________________________________
 BJ4632* NAD 83(1992)-  30 31 56.97891(N)    090 38 47.63839(W)     ADJUSTED  
 BJ4632* NAVD 88     -        16.5    (meters)      54.     (feet)  VERTCON   
 BJ4632  ___________________________________________________________________
 BJ4632  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ4632  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ4632
 BJ4632  HORZ ORDER  -  FIRST
 BJ4632
 BJ4632.The horizontal coordinates were established by classical geodetic methods
 BJ4632.and adjusted by the National Geodetic Survey in January 1993..
 BJ4632
 BJ4632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4632
 BJ4632.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4632
 BJ4632.The geoid height was determined by GEOID03.
 BJ4632
 BJ4632;                    North         East     Units Scale Factor Converg.
 BJ4632;SPC LA S     -   225,491.040 1,065,904.520   MT  0.99996866   +0 20 36.2
 BJ4632;SPC LA S     -   739,798.52  3,497,055.08   sFT  0.99996866   +0 20 36.2
 BJ4632;UTM  15      - 3,380,149.086   725,792.589   MT  1.00022898   +1 11 46.0
 BJ4632
 BJ4632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4632!SPC LA S     -   1.00000166  x   0.99996866  =   0.99997032
 BJ4632!UTM  15      -   1.00000166  x   1.00022898  =   1.00023064
 BJ4632
 BJ4632|---------------------------------------------------------------------|
 BJ4632| PID    Reference Object                     Distance      Geod. Az  |
 BJ4632|                                                           dddmmss.s |
 BJ4632| CW1562 TURKEY RM 1                          32.943 METERS 06112     |
 BJ4632| CW1561 TURKEY AZ MK                                       0922603.6 |
 BJ4632| BJ5334 TURKEY AZ MK 2                      246.614 METERS 09335     |
 BJ4632| CW1563 TURKEY RM 2                          30.617 METERS 17132     |
 BJ4632| BJ4633 HOLDEN US PLYWOOD TANK              APPROX. 2.8 KM 1830819.9 |
 BJ4632| CS7242 TURKEY RM 3                          21.005 METERS 24350     |
 BJ4632| BJ4634 LIVINGSTON MAGNOLIA GAS MW          APPROX. 7.5 KM 2911834.3 |
 BJ4632|---------------------------------------------------------------------|
 BJ4632
 BJ4632                          SUPERSEDED SURVEY CONTROL
 BJ4632
 BJ4632  NAD 83(1986)-  30 31 56.99560(N)    090 38 47.63614(W) AD(       ) 1
 BJ4632  NAD 27      -  30 31 56.31350(N)    090 38 47.29893(W) AD(       ) 1
 BJ4632  NGVD 29 (07/19/86)   16.5    (m)           54.     (f) VERT ANG       
 BJ4632
 BJ4632.Superseded values are not recommended for survey control.
 BJ4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4632.See file dsdata.txt to determine how the superseded data were derived.
 BJ4632
 BJ4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2579380149(NAD 83)
 BJ4632_MARKER: DH = HORIZONTAL CONTROL DISK
 BJ4632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4632_STAMPING: TURKEY 1970 1985
 BJ4632_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4632+STABILITY: SURFACE MOTION
 BJ4632
 BJ4632  HISTORY     - Date     Condition        Report By
 BJ4632  HISTORY     - 1985     MONUMENTED       NGS
 BJ4632
 BJ4632                          STATION DESCRIPTION
 BJ4632
 BJ4632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (SLC)
 BJ4632'THE STATION WAS VISITED IN DECEMBER 1985 WITH THE TOP STATION MARK
 BJ4632'FOUND BROKEN OFF.  THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.
 BJ4632'REFERENCE MARK 1 AND THE AZIMUTH MARK WAS ALSO FOUND DESTROYED.
 BJ4632'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  AT THIS TIME A NEW TOP
 BJ4632'MARK WAS SET OVER THE UNDERGROUND MARK WITH A NEW REFERENCE MARK AND
 BJ4632'AZIMUTH MARK ALSO BEING SET AT THIS TIME.
 BJ4632' 
 BJ4632'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI) EAST AND 3.2 KM (2 MI)
 BJ4632'NORTH OF LIVINGSTON, 6.4 KM (4 MI) WEST AND 3.2 KM (2 MI) NORTH OF
 BJ4632'ALBANY, 3.2 KM (2 MI) NORTH AND 2.4 KM (1.5 MI) EAST OF HOLDEN, 3.2 KM
 BJ4632'(2 MI) NORTH OF US HIGHWAY 190 AND IN THE NORTH CENTRAL EDGE OF
 BJ4632'SECTION 18, T 6 S, R 6 E.  OWNERSHIP--THE CROWN ZELLERBACH CORPORATION
 BJ4632'OF BOGALUSA, LOUISIANA.
 BJ4632' 
 BJ4632'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 190 AND STATE
 BJ4632'HIGHWAY 441 IN HOLDEN, GO NORTH ON HIGHWAY 441 FOR ABOUT 1 KM (0.65
 BJ4632'MI) TO THE JUNCTION WITH STATE HIGHWAY 1036 AND A SHELL CAR WASH ON
 BJ4632'THE LEFT, THENCE CONTINUE NORTHEAST OF HIGHWAY 441 FOR 2.5 KM (1.55
 BJ4632'MI) TO A SIDE GRAVEL ROAD ON THE RIGHT WITH A BRICK HOUSE AND WHITE
 BJ4632'FRAME HOUSE ON THE RIGHT, THENCE EAST (RIGHT) ON THE GRAVEL ROAD FOR
 BJ4632'0.3 KM (0.2 MI) TO A CATTLE GUARD, THENCE CONTINUE EAST FOR 1.7 KM
 BJ4632'(1.05 MI) TO A SIDE GRAVEL ROAD ON THE LEFT WITH THE STATION MARK ON
 BJ4632'THE LEFT IN THE NORTHWEST ANGLE OF THE JUNCTION.
 BJ4632' 
 BJ4632'THE STATION IS A STANDARD NGS DISK STAMPED--TURKEY 1970 1985--, SET
 BJ4632'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BJ4632'DIAMETER RECESSED 3 INCHES OR 7.6 CM BELOW THE GROUND LOCATED 55 FT
 BJ4632'(16.8 M) W FROM THE CENTER OF A GRAVEL ROAD LEADING NORTH, 35 FT (10.7
 BJ4632'M) N FROM THE CENTER OF A GRAVEL EAST-WEST ROAD, AND 1.5 FT (0.5 M) S
 BJ4632'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4632' 
 BJ4632'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--TURKEY 1970--,
 BJ4632'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M) BELOW THE SURFACE.
 BJ4632'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--TURKEY NO 2
 BJ4632'1970--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ4632'CM IN DIAMETER PROJECTING 1 INCH OR 0.3 CM ABOVE THE GROUND LOCATED 85
 BJ4632'FT (25.9 M) SW FROM THE JUNCTION OF TWO GRAVEL ROADS, 65 FT (19.8 M) S
 BJ4632'FROM THE CENTER OF A GRAVEL EAST-WEST ROAD, 46 FT (14 M) W FROM THE
 BJ4632'EXTENDED CENTER OF A GRAVEL ROAD LEADING NORTH, AND 1.5 FT (0.5 M) N
 BJ4632'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4632' 
 BJ4632'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--TURKEY 1970 NO 3
 BJ4632'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 BJ4632'CM IN DIAMETER FLUSH WITH GROUND LOCATED 119 FT (36.3 M) W FROM THE
 BJ4632'CENTER OF A GRAVEL ROAD LEADING NORTH, 26 FT (7.9 M) N FROM THE CENTER
 BJ4632'OF A GRAVEL EAST-WEST ROAD, AND 2 FT (0.6 M) S FROM A METAL WITNESS
 BJ4632'POST WITH SIGN ATTACHED.
 BJ4632' 
 BJ4632'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--TURKEY 1970 1985--,
 BJ4632'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 BJ4632'DIAMETER FLUSH WITH GROUND LOCATED 53 FT (16.2 M) E FROM THE CENTER OF
 BJ4632'A GRAVEL ROAD LEADING SOUTH, 30 FT (9.1 M) S FROM THE CENTER OF A
 BJ4632'GRAVEL EAST-WEST ROAD, AND 2 FT (0.6 M) N FROM A METAL WITNESS POST
 BJ4632'WITH SIGN ATTACHED.
 BJ4632' 
 BJ4632'TO REACH THE AZIMUTH MARK FROM THE STATION MARK GO EAST ON A GRAVEL
 BJ4632'ROAD FOR ABOUT 0.2 KM (0.15 MI) TO A SIDE GRAVEL ROAD ON THE RIGHT
 BJ4632'WITH THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE
 BJ4632'JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0883 ***********************************************************************
 AV0883  DESIGNATION -  TURN
 AV0883  PID         -  AV0883
 AV0883  STATE/COUNTY-  LA/CAMERON
 AV0883  USGS QUAD   -  GREENS BAYOU (1982)
 AV0883
 AV0883                         *CURRENT SURVEY CONTROL
 AV0883  ___________________________________________________________________
 AV0883* NAD 83(1992)-  29 52 46.20022(N)    093 41 52.77996(W)     ADJUSTED  
 AV0883* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0883  ___________________________________________________________________
 AV0883  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AV0883  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AV0883
 AV0883  HORZ ORDER  -  THIRD
 AV0883
 AV0883.The horizontal coordinates were established by classical geodetic methods
 AV0883.and adjusted by the National Geodetic Survey in February 1996..
 AV0883
 AV0883.The orthometric height was scaled from a topographic map.
 AV0883
 AV0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0883
 AV0883.The geoid height was determined by GEOID03.
 AV0883
 AV0883;                    North         East     Units Scale Factor Converg.
 AV0883;SPC LA S     -   155,266.527   771,600.172   MT  0.99992797   -1 10 56.5
 AV0883;SPC LA S     -   509,403.60  2,531,491.56   sFT  0.99992797   -1 10 56.5
 AV0883;UTM  15      - 3,305,637.641   432,598.024   MT  0.99965605   -0 20 51.9
 AV0883
 AV0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0883!SPC LA S     -   1.00000395  x   0.99992797  =   0.99993192
 AV0883!UTM  15      -   1.00000395  x   0.99965605  =   0.99966000
 AV0883
 AV0883|---------------------------------------------------------------------|
 AV0883| PID    Reference Object                     Distance      Geod. Az  |
 AV0883|                                                           dddmmss.s |
 AV0883| CV9500 TURN RM                              18.898 METERS 13107     |
 AV0883| AV0881 BLACK                               APPROX.11.1 KM 3543005.9 |
 AV0883|---------------------------------------------------------------------|
 AV0883
 AV0883                          SUPERSEDED SURVEY CONTROL
 AV0883
 AV0883  NAD 83(1992)-  29 52 46.20016(N)    093 41 52.77998(W) AD(       ) 3
 AV0883  NAD 83(1986)-  29 52 46.22276(N)    093 41 52.76515(W) AD(       ) 3
 AV0883  NAD 27      -  29 52 45.44000(N)    093 41 52.18000(W) AD(       ) 3
 AV0883
 AV0883.Superseded values are not recommended for survey control.
 AV0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0883.See file dsdata.txt to determine how the superseded data were derived.
 AV0883
 AV0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3259805638(NAD 83)
 AV0883_MARKER: DD = SURVEY DISK
 AV0883_SETTING: 0 = UNSPECIFIED SETTING
 AV0883
 AV0883  HISTORY     - Date     Condition        Report By
 AV0883  HISTORY     - 1933     MONUMENTED       USGS
 AV0883
 AV0883                          STATION DESCRIPTION
 AV0883
 AV0883'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0883'ABOUT 3 MILE W ALONG WILLOW BAYOU CANAL OR STARKS MIDDLE CANAL
 AV0883'FROM T-CANAL N AT T-CAMP (CANAL N RUNS TO BLACK BAYOU) AT
 AV0883'TURN OUT IN CANAL.  ON SPOIL BANK ON N BANK OF CANAL AND JUST NW
 AV0883'OF CUT IN N BANK OF CANAL.
 AV0883'
 AV0883'STATION MARK IS A CONCRETE POST WITH STANDARD TABLET STAMPED
 AV0883'TURN 1933.
 AV0883'
 AV0883'REFERENCE MARK IS A CONCRETE POST WITH STANDARD REFERENCE
 AV0883'TABLET AND IS 62 FEET SE OF STATION MARK.  S 48 DEG 54 MIN E.
 AV0883'
 AV0883'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0883'ELEVATED 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3001 ***********************************************************************
 BX3001  DESIGNATION -  TURNER
 BX3001  PID         -  BX3001
 BX3001  STATE/COUNTY-  LA/DE SOTO
 BX3001  USGS QUAD   -  PELICAN (1992)
 BX3001
 BX3001                         *CURRENT SURVEY CONTROL
 BX3001  ___________________________________________________________________
 BX3001* NAD 83(1992)-  31 52 35.29403(N)    093 33 38.03456(W)     ADJUSTED  
 BX3001* NAVD 88     -       119.3    (meters)     391.     (feet)  VERTCON   
 BX3001  ___________________________________________________________________
 BX3001  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BX3001  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX3001
 BX3001  HORZ ORDER  -  FIRST
 BX3001
 BX3001.The horizontal coordinates were established by classical geodetic methods
 BX3001.and adjusted by the National Geodetic Survey in January 1993..
 BX3001
 BX3001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3001
 BX3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3001
 BX3001.The geoid height was determined by GEOID03.
 BX3001
 BX3001;                    North         East     Units Scale Factor Converg.
 BX3001;SPC LA N     -   153,106.928   899,659.870   MT  0.99991500   -0 33 38.6
 BX3001;SPC LA N     -   502,318.31  2,951,634.09   sFT  0.99991500   -0 33 38.6
 BX3001;UTM  15      - 3,526,880.491   446,980.382   MT  0.99963467   -0 17 45.7
 BX3001
 BX3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3001!SPC LA N     -   0.99998536  x   0.99991500  =   0.99990036
 BX3001!UTM  15      -   0.99998536  x   0.99963467  =   0.99962003
 BX3001
 BX3001|---------------------------------------------------------------------|
 BX3001| PID    Reference Object                     Distance      Geod. Az  |
 BX3001|                                                           dddmmss.s |
 BX3001| CV8528 TURNER RM 3                          50.999 METERS 05010     |
 BX3001| BX2874 PLEASANT HILL RAD STA KOB 756       APPROX.12.5 KM 1390303.7 |
 BX3001| CV8526 TURNER RM 1                          25.325 METERS 22900     |
 BX3001| CV8527 TURNER RM 2                          25.742 METERS 31350     |
 BX3001| BX3002 DESOTO LOT                          APPROX.10.0 KM 3554402.4 |
 BX3001| CQ3152 NABOR                               APPROX.16.2 KM 3592322.8 |
 BX3001|---------------------------------------------------------------------|
 BX3001
 BX3001                          SUPERSEDED SURVEY CONTROL
 BX3001
 BX3001  NAD 83(1986)-  31 52 35.30466(N)    093 33 38.02942(W) AD(       ) 1
 BX3001  NAD 27      -  31 52 34.70904(N)    093 33 37.38514(W) AD(       ) 1
 BX3001  NGVD 29 (07/19/86)  119.3    (m)          391.     (f) VERT ANG       
 BX3001
 BX3001.Superseded values are not recommended for survey control.
 BX3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3001.See file dsdata.txt to determine how the superseded data were derived.
 BX3001
 BX3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR4698026880(NAD 83)
 BX3001_MARKER: DS = TRIANGULATION STATION DISK
 BX3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3001
 BX3001  HISTORY     - Date     Condition        Report By
 BX3001  HISTORY     - 1971     MONUMENTED       NGS
 BX3001
 BX3001                          STATION DESCRIPTION
 BX3001
 BX3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3001'REFERENCE MARKS WERE MEASURED WITH 5 KGS. TENSION.
 BX3001'
 BX3001'THE STATION IS ABOUT 13 MILES SOUTHEAST OF MANSFIELD, 8 MILES EAST
 BX3001'OF BENSON, 5 MILES NORTHWEST OF PLEASANT HILL, IN THE SE 1/4 SECTION
 BX3001'2, T 10 N, R 12 W, AND ON LAND OWNED BY MR. ROCHELLE TURNER, ROUTE
 BX3001'1, BOX 66, PELICAN, LOUISIANA.
 BX3001'
 BX3001'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174 AND 175
 BX3001'IN PLEASANT HILL, GO NORTH ON STATE HIGHWAY 175 FOR 6.3 MILES TO A
 BX3001'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE
 BX3001'GRAVELED ROAD FOR 0.35 MILE TO A FIELD ROAD LEFT.  TURN LEFT AND
 BX3001'PASS THROUGH A WIRE GATE AND THE STATION ON THE RIGHT.
 BX3001'
 BX3001'STATION MARKS ARE STANDARD DISKS STAMPED TURNER 1971.  THE SURFACE
 BX3001'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX3001'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 116 FEET
 BX3001'NORTH OF THE WIRE GATE, 80 FEET NORTHWEST OF THE CENTER OF THE
 BX3001'GRAVELED ROAD, 62 FEET WEST-SOUTHWEST OF AN 18-INCH CEDAR TREE,
 BX3001'40 FEET NORTHWEST OF A FENCE AND 6 FEET SOUTH OF A METAL WITNESS
 BX3001'POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 BX3001'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX3001'
 BX3001'REFERENCE MARK 1, A STANDARD DISK STAMPED TURNER NO 1 1971, IS SET
 BX3001'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3001'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET NORTHWEST OF THE
 BX3001'CENTER OF THE GRAVELED ROAD, 52 FEET NORTH-NORTHEAST OF THE WIRE
 BX3001'GATE AND 33 FEET NORTHWEST OF A FENCE.
 BX3001'
 BX3001'REFERENCE MARK 2, A STANDARD DISK STAMPED TURNER NO 2 1971, IS SET
 BX3001'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3001'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET SOUTH OF AN OLD
 BX3001'FENCE CORNER AND 20 FEET WEST OF A 14-INCH CEDAR TREE.
 BX3001'
 BX3001'REFERENCE MARK 3, A STANDARD DISK STAMPED TURNER NO 3 1971, IS SET
 BX3001'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX3001'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET
 BX3001'WEST-NORTHWEST OF A METAL WITNESS POST AND 2 FEET SOUTH-SOUTHWEST
 BX3001'OF A FENCE.
 BX3001'
 BX3001'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BX3001'
 BX3001'NEAREST TOWN--5 MILES NW OF PLEASANT HILL.
 BX3001'
 BX3001'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3008 ***********************************************************************
 BK3008  DESIGNATION -  TURNER LOOKOUT
 BK3008  PID         -  BK3008
 BK3008  STATE/COUNTY-  LA/ALLEN
 BK3008  USGS QUAD   -  ELIZABETH (1993)
 BK3008
 BK3008                         *CURRENT SURVEY CONTROL
 BK3008  ___________________________________________________________________
 BK3008* NAD 83(1992)-  30 46 19.68161(N)    092 51 41.82125(W)     ADJUSTED  
 BK3008* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 BK3008  ___________________________________________________________________
 BK3008  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BK3008  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK3008
 BK3008  HORZ ORDER  -  SECOND
 BK3008
 BK3008.The horizontal coordinates were established by classical geodetic methods
 BK3008.and adjusted by the National Geodetic Survey in January 1993..
 BK3008
 BK3008.The orthometric height was scaled from a topographic map.
 BK3008
 BK3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3008
 BK3008.The geoid height was determined by GEOID03.
 BK3008
 BK3008;                    North         East     Units Scale Factor Converg.
 BK3008;SPC LA S     -   252,836.232   853,698.460   MT  1.00001614   -0 45 51.0
 BK3008;SPC LA S     -   829,513.54  2,800,842.36   sFT  1.00001614   -0 45 51.0
 BK3008;SPC LA N     -    30,232.327   965,378.344   MT  1.00011284   -0 11 28.3
 BK3008;SPC LA N     -    99,187.23  3,167,245.45   sFT  1.00011284   -0 11 28.3
 BK3008;UTM  15      - 3,404,357.260   513,242.194   MT  0.99960216   +0 04 14.9
 BK3008
 BK3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3008!SPC LA S     -   0.99999719  x   1.00001614  =   1.00001333
 BK3008!SPC LA N     -   0.99999719  x   1.00011284  =   1.00011003
 BK3008!UTM  15      -   0.99999719  x   0.99960216  =   0.99959935
 BK3008
 BK3008:                Primary Azimuth Mark                     Grid Az
 BK3008:SPC LA S     -  TURNER LOOKOUT AZ MK                     337 37 15.6
 BK3008:SPC LA N     -  TURNER LOOKOUT AZ MK                     337 02 52.9
 BK3008:UTM  15      -  TURNER LOOKOUT AZ MK                     336 47 09.7
 BK3008
 BK3008|---------------------------------------------------------------------|
 BK3008| PID    Reference Object                     Distance      Geod. Az  |
 BK3008|                                                           dddmmss.s |
 BK3008| CW1568 TURNER LOOKOUT AZ MK                               3365124.6 |
 BK3008|---------------------------------------------------------------------|
 BK3008
 BK3008                          SUPERSEDED SURVEY CONTROL
 BK3008
 BK3008  NAD 83(1986)-  30 46 19.70100(N)    092 51 41.81419(W) AD(       ) 2
 BK3008  NAD 27      -  30 46 18.99900(N)    092 51 41.27100(W) AD(       ) 2
 BK3008
 BK3008.Superseded values are not recommended for survey control.
 BK3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3008.See file dsdata.txt to determine how the superseded data were derived.
 BK3008
 BK3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ1324204357(NAD 83)
 BK3008_MARKER: DS = TRIANGULATION STATION DISK
 BK3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3008
 BK3008  HISTORY     - Date     Condition        Report By
 BK3008  HISTORY     - 1935     MONUMENTED       CGS
 BK3008  HISTORY     - 1943     GOOD             CGS
 BK3008  HISTORY     - 1964     GOOD             USAF
 BK3008
 BK3008                          STATION DESCRIPTION
 BK3008
 BK3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3008'STATION IS LOCATED ABOUT 8 MILES SW OF ELIZABETH, ABOUT 10 MILES
 BK3008'SE OF SUGARTOWN, AND ABOUT 12 MILES NW OF OBERLIN, IN THE NE
 BK3008'CORNER OF SEC. 27, T 3 S, R 5 W.  (SECTION FURNISHED BY MR.
 BK3008'TURNER WHO LIVES ABOUT 1/4 MILE W OF LOOKOUT, NOT VERIFIED).
 BK3008'THE MARK IS CENTERED UNDER THE BOLT IN THE APEX OF THE ROOF
 BK3008'OF THE LOOKOUT HOUSE.  THE DISTANCES TO THE INSIDE ANCHOR BOLTS
 BK3008'ARE AS FOLLOWS--TO THE SE BOLT, 11.98 FEET.  TO THE SW BOLT,
 BK3008'12.60 FEET.  TO THE NW BOLT, 12.75 FEET, AND TO THE NE BOLT,
 BK3008'12.42 FEET.  THE MARK PROJECTS 4 INCHES.
 BK3008'
 BK3008'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BK3008'DISKS SET IN CONCRETE.
 BK3008'
 BK3008'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE N OF THE LOOKOUT, 20
 BK3008'FEET W OF THE CENTER LINE OF A DIRT ROAD, 33 FEET N OF A NE
 BK3008'CORNER FENCE POST.  THE MARK PROJECTS 6 INCHES.
 BK3008'
 BK3008'TO REACH FROM SUGARTOWN, GO E ON STATE HIGHWAY 151 FOR 10.3
 BK3008'MILES, THEN S ON GRADED ROAD TAKING ALL LEFT FORKS, FOR 4.8
 BK3008'MILES TO LOOKOUT.
 BK3008
 BK3008                          STATION RECOVERY (1943)
 BK3008
 BK3008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WOS)
 BK3008'THE STATION AND THE AZIMUTH MARK WERE BOTH RECOVERED IN GOOD
 BK3008'CONDITION AS DESCRIBED.
 BK3008
 BK3008                          STATION RECOVERY (1964)
 BK3008
 BK3008'RECOVERY NOTE BY US AIR FORCE 1964
 BK3008'STATION WAS RECOVERED AS DESCRIBED, HOWEVER OLD TOWER HAS
 BK3008'BEEN DESTROYED AND A NEW TOWER HAS BEEN CONSTRUCTED ABOUT
 BK3008'100 YARDS TO THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2341 ***********************************************************************
 AU2341  DESIGNATION -  TURTLE 1934
 AU2341  PID         -  AU2341
 AU2341  STATE/COUNTY-  LA/TERREBONNE
 AU2341  USGS QUAD   -  MORGAN CITY SE (1994)
 AU2341
 AU2341                         *CURRENT SURVEY CONTROL
 AU2341  ___________________________________________________________________
 AU2341* NAD 83(1992)-  29 34 05.99658(N)    091 04 07.30639(W)     ADJUSTED  
 AU2341* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2341  **This station is located in a subsidence area (see below).
 AU2341  ___________________________________________________________________
 AU2341  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AU2341  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AU2341
 AU2341  HORZ ORDER  -  THIRD
 AU2341
 AU2341.The horizontal coordinates were established by classical geodetic methods
 AU2341.and adjusted by the National Geodetic Survey in January 1993..
 AU2341
 AU2341 ** The orthometric height has not been validated since last determined
 AU2341 ** by differential leveling and should not be used for control purposes.
 AU2341 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2341 ** area with valid NAVD 88 orthometric heights.
 AU2341 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2341 ** epoch indicated which incorporates improved geoid heights for the
 AU2341 ** Southern Louisiana Subsidence area.
 AU2341 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2341.The orthometric height was scaled from a topographic map.
 AU2341
 AU2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2341
 AU2341.The geoid height was determined by GEOID03.
 AU2341
 AU2341;                    North         East     Units Scale Factor Converg.
 AU2341;SPC LA S     -   118,449.279 1,025,642.432   MT  0.99995405   +0 07 56.4
 AU2341;SPC LA S     -   388,612.34  3,364,961.88   sFT  0.99995405   +0 07 56.4
 AU2341;UTM  15      - 3,272,510.985   687,088.951   MT  1.00003190   +0 57 11.9
 AU2341
 AU2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2341!SPC LA S     -   1.00000399  x   0.99995405  =   0.99995804
 AU2341!UTM  15      -   1.00000399  x   1.00003190  =   1.00003589
 AU2341
 AU2341                          SUPERSEDED SURVEY CONTROL
 AU2341
 AU2341  NAD 83(1986)-  29 34 06.02212(N)    091 04 07.30746(W) AD(       ) 3
 AU2341  NAD 27      -  29 34 05.26000(N)    091 04 06.94900(W) AD(       ) 3
 AU2341
 AU2341.Superseded values are not recommended for survey control.
 AU2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2341.See file dsdata.txt to determine how the superseded data were derived.
 AU2341
 AU2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN8708972511(NAD 83)
 AU2341_MARKER: DS = TRIANGULATION STATION DISK
 AU2341_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2341_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2341
 AU2341  HISTORY     - Date     Condition        Report By
 AU2341  HISTORY     - 1934     MONUMENTED       CGS
 AU2341  HISTORY     - 1940     GOOD             CGS
 AU2341  HISTORY     - 1948     GOOD             CGS
 AU2341  HISTORY     - 1966     GOOD             CGS
 AU2341
 AU2341                          STATION DESCRIPTION
 AU2341
 AU2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU2341'STATION IS ON THE E BANK OF THE TURTLE BAYOU, ABOUT 3.4
 AU2341'MILES ABOVE ITS MOUTH, AT A PLACE KNOWN LOCALLY AS LAMBERTS
 AU2341'CAMP, 11 METERS (36 FEET) FROM THE BAYOU AND IN HIGH MARSH.
 AU2341'
 AU2341'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2341'IN THE TOP OF A TILE.
 AU2341'
 AU2341'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU2341'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2341'PILE DRIVEN INTO THE MARSH, IS 11.148 METERS (36.57 FEET)
 AU2341'SW OF THE STATION.
 AU2341'
 AU2341'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU2341'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2341'PILE DRIVEN INTO THE MARSH, IS 9.908 METERS (32.51 FEET)
 AU2341'NW OF THE STATION.
 AU2341
 AU2341                          STATION RECOVERY (1940)
 AU2341
 AU2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WRC)
 AU2341'STATION RECOVERED IN GOOD CONDITION.  STATION IS LOCATED
 AU2341'ABOUT ONE MILE NORTHEAST OF A TRAPPERS CAMP.  THE LATTER
 AU2341'IS LOCATED ON THE BANK AT A POINT WHERE BURTS CANAL ENTERS
 AU2341'TURTLE BAYOU.  STATION IS APPROXIMATELY 5200 FT. NORTHEAST
 AU2341'OF THE TRAPPERS CAMP.
 AU2341
 AU2341                          STATION RECOVERY (1948)
 AU2341
 AU2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2341'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION
 AU2341'IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 AU2341'
 AU2341'R.M. 2 IS SW OF THE STATION AND 9.15 METERS FROM THE STATION.
 AU2341'
 AU2341'R.M. 1 COULD NOT BE FOUND.
 AU2341
 AU2341                          STATION RECOVERY (1966)
 AU2341
 AU2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2341'THE STATION WAS VISITED 3/28/66 AND THE STATION AND REFERENCE
 AU2341'MARKS WERE FOUND IN FAIR CONDITION.  REFERENCE MARK NO. 2
 AU2341'IS NOW AT THE EDGE OF THE BAYOU AND REFERENCE MARK NO. 1
 AU2341'IS 3 FEET OUT IN THE WATER.  A NEW DESCRIPTION FOLLOWS--
 AU2341'
 AU2341'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF MORGAN
 AU2341'CITY ON THE EAST BANK OF TURTLE BAYOU ABOUT 3.5 MILES NORTHEAST
 AU2341'OF ITS CONFLUENCE WITH BAYOU PENCHANT.  IT IS ABOUT 100
 AU2341'YARDS WEST OF A GROUP OF WILLOW TREES, ABOUT 0.3 MILE SOUTH
 AU2341'OF THE WOODS LINE, 5 FEET EAST OF THE EAST BANK OF TURTLE
 AU2341'BAYOU AND 1 FOOT EAST OF A METAL WITNESS POST IT IS A STANDARD
 AU2341'DISK, STAMPED TURTLE 1934, SET IN THE TOP OF A 10-INCH TERRA
 AU2341'COTTA PIPE FLUSH WITH THE GROUND
 AU2341'
 AU2341'REFERENCE MARK NO. 1 IS 36.57 FT. SOUTHWEST OF THE STATION,
 AU2341'3 FEET WEST OF THE EAST BANK OF THE BAYOU, IN THE WATER.
 AU2341'IT IS A REFERENCE MARK DISK SET IN THE TOP OF A SQUARE MASS
 AU2341'OF CONCRETE FASTENED TO THE TOP OF A LONG PILE DRIVEN INTO THE
 AU2341'MARSH.  IT IS STAMPED TURTLE NO. 1 1934
 AU2341'
 AU2341'REFERENCE MARK NO. 2 IS 32.51 FEET NORTHWEST OF THE STATION
 AU2341'AT THE WATERS EDGE.  IT IS A STANDARD DISK STAMPED TURTLE
 AU2341'NO 2 1934, SET IN THE TOP OF A SQUARE CONCRETE MASS OF CONCRETE
 AU2341'ON TOP OF A LONG PILE DRIVEN IN THE MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8106 ***********************************************************************
 AB8106  SACS        -  This is a Secondary Airport Control Station.
 AB8106  DESIGNATION -  TVR A
 AB8106  PID         -  AB8106
 AB8106  STATE/COUNTY-  LA/MADISON
 AB8106  USGS QUAD   -  MOUND (1973)
 AB8106
 AB8106                         *CURRENT SURVEY CONTROL
 AB8106  ___________________________________________________________________
 AB8106* NAD 83(1992)-  32 20 46.24699(N)    091 01 40.75091(W)     ADJUSTED  
 AB8106* NAVD 88     -        25.38   (meters)      83.3    (feet)  GPS OBS   
 AB8106  ___________________________________________________________________
 AB8106  X           -     -96,765.711 (meters)                     COMP
 AB8106  Y           -  -5,392,748.502 (meters)                     COMP
 AB8106  Z           -   3,392,923.890 (meters)                     COMP
 AB8106  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AB8106  ELLIP HEIGHT-          -1.13  (meters)          (02/14/02) GPS OBS
 AB8106  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AB8106
 AB8106  HORZ ORDER  -  FIRST
 AB8106  ELLP ORDER  -  FIFTH     CLASS II
 AB8106
 AB8106.This mark is at Tallulah/vicksburg Airport (TVR)
 AB8106
 AB8106.The horizontal coordinates were established by GPS observations
 AB8106.and adjusted by the National Geodetic Survey in March 1997..
 AB8106
 AB8106.The orthometric height was determined by GPS observations and a
 AB8106.high-resolution geoid model.
 AB8106
 AB8106.GPS derived orthometric heights for airport stations designated as
 AB8106.PACS or SACS are published to 2 decimal places.  This maintains
 AB8106.centimeter relative accuracy between the PACS and SACS.  It does
 AB8106.not indicate centimeter accuracy relative to other marks which are
 AB8106.part of the NAVD 88 network.
 AB8106
 AB8106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8106
 AB8106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8106
 AB8106.The ellipsoidal height was determined by GPS observations
 AB8106.and is referenced to NAD 83.
 AB8106
 AB8106.The geoid height was determined by GEOID03.
 AB8106
 AB8106;                    North         East     Units Scale Factor Converg.
 AB8106;SPC LA N     -   205,638.443 1,138,557.829   MT  0.99994261   +0 46 41.7
 AB8106;SPC LA N     -   674,665.46  3,735,418.48   sFT  0.99994261   +0 46 41.7
 AB8106;UTM  15      - 3,580,517.279   685,579.764   MT  1.00002472   +1 03 19.4
 AB8106
 AB8106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8106!SPC LA N     -   1.00000018  x   0.99994261  =   0.99994279
 AB8106!UTM  15      -   1.00000018  x   1.00002472  =   1.00002490
 AB8106
 AB8106                          SUPERSEDED SURVEY CONTROL
 AB8106
 AB8106  ELLIP H (03/31/97)   -1.10   (m)                       GP(       ) 1 1
 AB8106
 AB8106.Superseded values are not recommended for survey control.
 AB8106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8106.See file dsdata.txt to determine how the superseded data were derived.
 AB8106
 AB8106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8558080517(NAD 83)
 AB8106_MARKER: DB = BENCH MARK DISK
 AB8106_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB8106+WITH SETTING: PAVEMENT
 AB8106_SP_SET: MAT FOUNDATION
 AB8106_STAMPING: TVR A 1996
 AB8106_MARK LOGO: NOS   
 AB8106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8106+STABILITY: SURFACE MOTION
 AB8106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8106+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB8106
 AB8106  HISTORY     - Date     Condition        Report By
 AB8106  HISTORY     - 1996     MONUMENTED       NGS
 AB8106
 AB8106                          STATION DESCRIPTION
 AB8106
 AB8106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JDH)
 AB8106'THE STATION IS LOCATED NEAR THE SOUTH END OF THE VICKSBURG - TALLULAH
 AB8106'REGIONAL AIRPORT WEST OF THE RUNWAY IN THE CONCRETE BASE OF A PAPI
 AB8106'LIGHT.  POINT OF CONTACT, TOM GRANT, AIRPORT MANAGER, VICKSBURG -
 AB8106'TALLULAH REGIONAL AIRPORT, RT 2 BOX 149, TALLULAH, LA 71282, PHONE
 AB8106'318-574-5841 OR 318-574-0298.  THE STATION IS SET IN A DRILL HOLE IN
 AB8106'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE WEST ONE OF A
 AB8106'PAIR OF PAPI LIGHTS APPROX 500 FT (152.4 M) NORTH OF THE APPROACH END
 AB8106'OF RUNWAY 36 AND 72 FT (21.9 M) WEST OF THE WEST EDGE OF THE RUNWAY.
 AB8106'THE STATION IS INTENDED AS A SECONDARY AIRPORT CONTROL (SAC) STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8107 ***********************************************************************
 AB8107  SACS        -  This is a Secondary Airport Control Station.
 AB8107  DESIGNATION -  TVR B
 AB8107  PID         -  AB8107
 AB8107  STATE/COUNTY-  LA/MADISON
 AB8107  USGS QUAD   -  MOUND (1973)
 AB8107
 AB8107                         *CURRENT SURVEY CONTROL
 AB8107  ___________________________________________________________________
 AB8107* NAD 83(1992)-  32 21 30.92168(N)    091 01 38.60819(W)     ADJUSTED  
 AB8107* NAVD 88     -        25.47   (meters)      83.6    (feet)  GPS OBS   
 AB8107  ___________________________________________________________________
 AB8107  X           -     -96,696.487 (meters)                     COMP
 AB8107  Y           -  -5,392,013.293 (meters)                     COMP
 AB8107  Z           -   3,394,086.466 (meters)                     COMP
 AB8107  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AB8107  ELLIP HEIGHT-          -1.04  (meters)          (02/14/02) GPS OBS
 AB8107  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AB8107
 AB8107  HORZ ORDER  -  FIRST
 AB8107  ELLP ORDER  -  FIFTH     CLASS II
 AB8107
 AB8107.This mark is at Tallulah/vicksburg Airport (TVR)
 AB8107
 AB8107.The horizontal coordinates were established by GPS observations
 AB8107.and adjusted by the National Geodetic Survey in March 1997..
 AB8107
 AB8107.The orthometric height was determined by GPS observations and a
 AB8107.high-resolution geoid model.
 AB8107
 AB8107.GPS derived orthometric heights for airport stations designated as
 AB8107.PACS or SACS are published to 2 decimal places.  This maintains
 AB8107.centimeter relative accuracy between the PACS and SACS.  It does
 AB8107.not indicate centimeter accuracy relative to other marks which are
 AB8107.part of the NAVD 88 network.
 AB8107
 AB8107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8107
 AB8107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8107
 AB8107.The ellipsoidal height was determined by GPS observations
 AB8107.and is referenced to NAD 83.
 AB8107
 AB8107.The geoid height was determined by GEOID03.
 AB8107
 AB8107;                    North         East     Units Scale Factor Converg.
 AB8107;SPC LA N     -   207,015.141 1,138,595.152   MT  0.99994425   +0 46 42.8
 AB8107;SPC LA N     -   679,182.18  3,735,540.93   sFT  0.99994425   +0 46 42.8
 AB8107;UTM  15      - 3,581,894.253   685,610.426   MT  1.00002485   +1 03 21.9
 AB8107
 AB8107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8107!SPC LA N     -   1.00000016  x   0.99994425  =   0.99994441
 AB8107!UTM  15      -   1.00000016  x   1.00002485  =   1.00002501
 AB8107
 AB8107:                Primary Azimuth Mark                     Grid Az
 AB8107:SPC LA N     -  TVR D                                    174 35 20.4
 AB8107:UTM  15      -  TVR D                                    174 18 41.3
 AB8107
 AB8107|---------------------------------------------------------------------|
 AB8107| PID    Reference Object                     Distance      Geod. Az  |
 AB8107|                                                           dddmmss.s |
 AB8107| AB8105 TVR D                               APPROX. 0.5 KM 1752203.2 |
 AB8107|---------------------------------------------------------------------|
 AB8107
 AB8107                          SUPERSEDED SURVEY CONTROL
 AB8107
 AB8107  ELLIP H (03/31/97)   -1.01   (m)                       GP(       ) 1 1
 AB8107
 AB8107.Superseded values are not recommended for survey control.
 AB8107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8107.See file dsdata.txt to determine how the superseded data were derived.
 AB8107
 AB8107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8561081894(NAD 83)
 AB8107_MARKER: DB = BENCH MARK DISK
 AB8107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8107_STAMPING: TVR B 1996
 AB8107_MARK LOGO: NOS   
 AB8107_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8107+STABILITY: SURFACE MOTION
 AB8107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8107+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AB8107
 AB8107  HISTORY     - Date     Condition        Report By
 AB8107  HISTORY     - 1996     MONUMENTED       NGS
 AB8107  HISTORY     - 20040202 GOOD             PICINC
 AB8107
 AB8107                          STATION DESCRIPTION
 AB8107
 AB8107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JDH)
 AB8107'THE STATION IS LOCATED AT THE VICKSBURG - TALLULAH REGIONAL AIRPORT
 AB8107'NEAR THE NORTH END OF THE AIRFIELD.  POINT OF CONTACT, TOM GRANT,
 AB8107'AIRPORT MANAGER, VICKSBURG - TALLULAH REGIONAL AIRPORT, RT 2 BOX 149,
 AB8107'TALLULAH, LA 71282, PHONE 318-574-5841 OR 318-574-0298.  THE STATION
 AB8107'IS LOCATED 135 FT (41.1 M) EAST OF THE CENTERLINE OF THE APPROACH END
 AB8107'OF RUNWAY 18, 61.2 FT (18.7 M) NORTHWEST OF A CONCRETE MONUMENT, 55.7
 AB8107'FT (17.0 M) NORTHEAST OF A CONCRETE MONUMENT AND 20 FT (6.1 M) WEST OF
 AB8107'A GRAVEL ROAD LEADING NORTH TO THE LOCALIZER.  THE STATION IS INTENDED
 AB8107'AS A SECONDARY AIRPORT CONTROL (SAC) STATION.
 AB8107
 AB8107                          STATION RECOVERY (2004)
 AB8107
 AB8107'RECOVERY NOTE BY PICKERING INCORPORATED 2004 (TJH)
 AB8107'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8108 ***********************************************************************
 AB8108  SACS        -  This is a Secondary Airport Control Station.
 AB8108  DESIGNATION -  TVR C
 AB8108  PID         -  AB8108
 AB8108  STATE/COUNTY-  LA/MADISON
 AB8108  USGS QUAD   -  MOUND (1973)
 AB8108
 AB8108                         *CURRENT SURVEY CONTROL
 AB8108  ___________________________________________________________________
 AB8108* NAD 83(1992)-  32 21 06.40797(N)    091 01 36.44014(W)     ADJUSTED  
 AB8108* NAVD 88     -        24.57   (meters)      80.6    (feet)  GPS OBS   
 AB8108  ___________________________________________________________________
 AB8108  X           -     -96,647.040 (meters)                     COMP
 AB8108  Y           -  -5,392,417.594 (meters)                     COMP
 AB8108  Z           -   3,393,448.106 (meters)                     COMP
 AB8108  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AB8108  ELLIP HEIGHT-          -1.94  (meters)          (02/14/02) GPS OBS
 AB8108  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AB8108
 AB8108  HORZ ORDER  -  FIRST
 AB8108  ELLP ORDER  -  FIFTH     CLASS II
 AB8108
 AB8108.This mark is at Tallulah/vicksburg Airport (TVR)
 AB8108
 AB8108.The horizontal coordinates were established by GPS observations
 AB8108.and adjusted by the National Geodetic Survey in March 1997..
 AB8108
 AB8108.The orthometric height was determined by GPS observations and a
 AB8108.high-resolution geoid model.
 AB8108
 AB8108.GPS derived orthometric heights for airport stations designated as
 AB8108.PACS or SACS are published to 2 decimal places.  This maintains
 AB8108.centimeter relative accuracy between the PACS and SACS.  It does
 AB8108.not indicate centimeter accuracy relative to other marks which are
 AB8108.part of the NAVD 88 network.
 AB8108
 AB8108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8108
 AB8108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8108
 AB8108.The ellipsoidal height was determined by GPS observations
 AB8108.and is referenced to NAD 83.
 AB8108
 AB8108.The geoid height was determined by GEOID03.
 AB8108
 AB8108;                    North         East     Units Scale Factor Converg.
 AB8108;SPC LA N     -   206,260.912 1,138,662.093   MT  0.99994334   +0 46 44.0
 AB8108;SPC LA N     -   676,707.68  3,735,760.55   sFT  0.99994334   +0 46 44.0
 AB8108;UTM  15      - 3,581,140.297   685,681.023   MT  1.00002518   +1 03 22.3
 AB8108
 AB8108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8108!SPC LA N     -   1.00000030  x   0.99994334  =   0.99994364
 AB8108!UTM  15      -   1.00000030  x   1.00002518  =   1.00002548
 AB8108
 AB8108|---------------------------------------------------------------------|
 AB8108| PID    Reference Object                     Distance      Geod. Az  |
 AB8108|                                                           dddmmss.s |
 AB8108| AB8105 TVR D                               224.733 METERS 35631     |
 AB8108|---------------------------------------------------------------------|
 AB8108
 AB8108                          SUPERSEDED SURVEY CONTROL
 AB8108
 AB8108  ELLIP H (03/31/97)   -1.91   (m)                       GP(       ) 1 1
 AB8108
 AB8108.Superseded values are not recommended for survey control.
 AB8108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8108.See file dsdata.txt to determine how the superseded data were derived.
 AB8108
 AB8108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8568181140(NAD 83)
 AB8108_MARKER: DB = BENCH MARK DISK
 AB8108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8108_STAMPING: TVR C 1996
 AB8108_MARK LOGO: NOS   
 AB8108_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8108+STABILITY: SURFACE MOTION
 AB8108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8108+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 AB8108
 AB8108  HISTORY     - Date     Condition        Report By
 AB8108  HISTORY     - 1996     MONUMENTED       NGS
 AB8108  HISTORY     - 20040205 GOOD             PICINC
 AB8108
 AB8108                          STATION DESCRIPTION
 AB8108
 AB8108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JDH)
 AB8108'THE STATION IS LOCATED AT THE VICKSBURG - TALLULAH REGIONAL AIRPORT
 AB8108'NEAR MIDFIELD BETWEEN THE RAMP AND THE RUNWAY.  POINT OF CONTACT, TOM
 AB8108'GRANT, AIRPORT MANAGER, VICKSBURG - TALLULAH REGIONAL AIRPORT, RT 2
 AB8108'BOX 149, TALLULAH, LA 71282, PHONE 318-574-5841 OR 318-574-0298.  THE
 AB8108'STATION IS LOCATED 229 FT (69.8 M) EAST OF THE EAST EDGE OF THE
 AB8108'RUNWAY, 96 FT (29.3 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 AB8108'PAVEMENT OF A PLANNED NORTH-SOUTH TAXIWAY BETWEEN THE RAMP AND RUNWAY,
 AB8108'AND 33.9 FT (10.3 M) NORTH OF THE NORTH EDGE OF THE TAXIWAY WHICH
 AB8108'CONNECTS THE RAMP WITH RUNWAY 18-36.  WHEN THE PLANNED TAXIWAY IS
 AB8108'CONSTRUCTED THE MARK WILL BE DESCRIBED AS BEING IN THE NORTHWEST
 AB8108'QUADRANT OF THE INTERSECTION OF THE EAST-WEST AND THE NORTH-SOUTH
 AB8108'TAXIWAYS.  THE STATION IS INTENDED AS A SECONDARY AIRPORT CONTROL
 AB8108'(SAC) STATION.
 AB8108
 AB8108                          STATION RECOVERY (2004)
 AB8108
 AB8108'RECOVERY NOTE BY PICKERING INCORPORATED 2004 (JCB)
 AB8108'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8105 ***********************************************************************
 AB8105  PACS        -  This is a Primary Airport Control Station.
 AB8105  DESIGNATION -  TVR D
 AB8105  PID         -  AB8105
 AB8105  STATE/COUNTY-  LA/MADISON
 AB8105  USGS QUAD   -  MOUND (1973)
 AB8105
 AB8105                         *CURRENT SURVEY CONTROL
 AB8105  ___________________________________________________________________
 AB8105* NAD 83(1992)-  32 21 13.69011(N)    091 01 36.96327(W)     ADJUSTED  
 AB8105* NAVD 88     -        24.27   (meters)      79.6    (feet)  GPS OBS   
 AB8105  ___________________________________________________________________
 AB8105  X           -     -96,658.560 (meters)                     COMP
 AB8105  Y           -  -5,392,297.076 (meters)                     COMP
 AB8105  Z           -   3,393,637.441 (meters)                     COMP
 AB8105  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AB8105  ELLIP HEIGHT-          -2.24  (meters)          (02/14/02) GPS OBS
 AB8105  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AB8105
 AB8105  HORZ ORDER  -  B
 AB8105  ELLP ORDER  -  FIFTH     CLASS II
 AB8105
 AB8105.This mark is at Tallulah/vicksburg Airport (TVR)
 AB8105
 AB8105.The horizontal coordinates were established by GPS observations
 AB8105.and adjusted by the National Geodetic Survey in March 1997..
 AB8105
 AB8105.The orthometric height was determined by GPS observations and a
 AB8105.high-resolution geoid model.
 AB8105
 AB8105.GPS derived orthometric heights for airport stations designated as
 AB8105.PACS or SACS are published to 2 decimal places.  This maintains
 AB8105.centimeter relative accuracy between the PACS and SACS.  It does
 AB8105.not indicate centimeter accuracy relative to other marks which are
 AB8105.part of the NAVD 88 network.
 AB8105
 AB8105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8105
 AB8105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8105
 AB8105.The ellipsoidal height was determined by GPS observations
 AB8105.and is referenced to NAD 83.
 AB8105
 AB8105.The geoid height was determined by GEOID03.
 AB8105
 AB8105;                    North         East     Units Scale Factor Converg.
 AB8105;SPC LA N     -   206,485.009 1,138,645.368   MT  0.99994361   +0 46 43.7
 AB8105;SPC LA N     -   677,442.90  3,735,705.68   sFT  0.99994361   +0 46 43.7
 AB8105;UTM  15      - 3,581,364.328   685,663.212   MT  1.00002510   +1 03 22.2
 AB8105
 AB8105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8105!SPC LA N     -   1.00000035  x   0.99994361  =   0.99994396
 AB8105!UTM  15      -   1.00000035  x   1.00002510  =   1.00002545
 AB8105
 AB8105|---------------------------------------------------------------------|
 AB8105| PID    Reference Object                     Distance      Geod. Az  |
 AB8105|                                                           dddmmss.s |
 AB8105| AB8108 TVR C                               224.733 METERS 17631     |
 AB8105| AB8107 TVR B                               APPROX. 0.5 KM 3552204.0 |
 AB8105|---------------------------------------------------------------------|
 AB8105
 AB8105                          SUPERSEDED SURVEY CONTROL
 AB8105
 AB8105  ELLIP H (03/31/97)   -2.21   (m)                       GP(       ) 1 1
 AB8105
 AB8105.Superseded values are not recommended for survey control.
 AB8105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8105.See file dsdata.txt to determine how the superseded data were derived.
 AB8105
 AB8105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8566381364(NAD 83)
 AB8105_MARKER: I = METAL ROD
 AB8105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8105_STAMPING: TVR D 1996
 AB8105_MARK LOGO: NGS   
 AB8105_PROJECTION: RECESSED 5 CENTIMETERS
 AB8105_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8105+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AB8105_ROD/PIPE-DEPTH: 98   meters
 AB8105_SLEEVE-DEPTH  : 1 meters
 AB8105
 AB8105  HISTORY     - Date     Condition        Report By
 AB8105  HISTORY     - 1996     MONUMENTED       NGS
 AB8105  HISTORY     - 20040202 GOOD             PICINC
 AB8105
 AB8105                          STATION DESCRIPTION
 AB8105
 AB8105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AB8105'THE STATION IS LOCATED AT THE VICKSBURG - TALLULAH REGIONAL AIRPORT
 AB8105'NORTHEAST OF MIDFIELD.  POINT OF CONTACT, TOM GRANT, AIRPORT MANAGER,
 AB8105'VICKSBURG - TALLULAH REGIONAL AIRPORT, ROUTE 2 BOX 149, TALLULAH, LA
 AB8105'71282, PHONE 318-574-5841 OR 318-574-0298.  THE STATION IS LOCATED
 AB8105'ABOUT 0.52 MI (0.84 KM) SOUTH OF THE LOCALIZER ELECTRONICS BUILDING AT
 AB8105'THE NORTH END OF THE FIELD, 0.19 MI (0.31 KM) NORTH OF AND ON LINE
 AB8105'WITH THE HOLD BAR OF TAXIWAY A3, 246 FT (75.0 M) EAST OF THE
 AB8105'CENTERLINE OF RUNWAY 18-36, 196 FT (59.7 M) EAST OF THE EAST EDGE OF
 AB8105'THE RUNWAY, 16 FT (4.9 M) WEST OF THE CENTERLINE OF A NORTH-SOUTH
 AB8105'DRAINAGE SWALE AND 0.5 M (1.6 FT) WEST OF AN ORANGE PLASTIC WITNESS
 AB8105'POST.  STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 AB8105'GREASE FILLED SLEEVE ENCASED IN A 5 INCH DIAMETER PVC PIPE WITH AN
 AB8105'ALUMINUM ACCESS COVER WHICH IS FLUSH WITH GROUND LEVEL.  THE 9/16 INCH
 AB8105'DIAMETER ROD HAS BEEN ROUNDED AND CENTERPUNCHED AT ITS TOP.  THE
 AB8105'STATION IS INTENDED AS THE PRIMARY AIRPORT CONTROL (PAC) STATION.
 AB8105
 AB8105                          STATION RECOVERY (2004)
 AB8105
 AB8105'RECOVERY NOTE BY PICKERING INCORPORATED 2004 (TJH)
 AB8105'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7683 ***********************************************************************
 AC7683  DESIGNATION -  TVR NDB RR SPIKE
 AC7683  PID         -  AC7683
 AC7683  STATE/COUNTY-  LA/MADISON
 AC7683  USGS QUAD   -  BEDFORD (1963)
 AC7683
 AC7683                         *CURRENT SURVEY CONTROL
 AC7683  ___________________________________________________________________
 AC7683* NAD 83(1992)-  32 14 38.69917(N)    091 01 33.77670(W)     ADJUSTED  
 AC7683* NAVD 88     -        31.8    (meters)     104.     (feet)  GPS OBS   
 AC7683  ___________________________________________________________________
 AC7683  X           -     -96,691.788 (meters)                     COMP
 AC7683  Y           -  -5,398,805.224 (meters)                     COMP
 AC7683  Z           -   3,383,357.028 (meters)                     COMP
 AC7683  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AC7683  ELLIP HEIGHT-           5.33  (meters)          (02/14/02) GPS OBS
 AC7683  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AC7683
 AC7683  HORZ ORDER  -  FIRST
 AC7683  ELLP ORDER  -  FIFTH     CLASS II
 AC7683
 AC7683.The horizontal coordinates were established by GPS observations
 AC7683.and adjusted by the National Geodetic Survey in March 1997..
 AC7683
 AC7683.The orthometric height was determined by GPS observations and a
 AC7683.high-resolution geoid model.
 AC7683
 AC7683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7683
 AC7683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7683
 AC7683.The ellipsoidal height was determined by GPS observations
 AC7683.and is referenced to NAD 83.
 AC7683
 AC7683.The geoid height was determined by GEOID03.
 AC7683
 AC7683;                    North         East     Units Scale Factor Converg.
 AC7683;SPC LA N     -   194,320.990 1,138,894.142   MT  0.99993091   +0 46 45.4
 AC7683;SPC LA N     -   637,534.78  3,736,521.86   sFT  0.99993091   +0 46 45.4
 AC7683;UTM  15      - 3,569,200.567   685,970.558   MT  1.00002652   +1 03 12.5
 AC7683
 AC7683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7683!SPC LA N     -   0.99999916  x   0.99993091  =   0.99993007
 AC7683!UTM  15      -   0.99999916  x   1.00002652  =   1.00002568
 AC7683
 AC7683                          SUPERSEDED SURVEY CONTROL
 AC7683
 AC7683  ELLIP H (03/31/97)    5.36   (m)                       GP(       ) 1 1
 AC7683
 AC7683.Superseded values are not recommended for survey control.
 AC7683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7683.See file dsdata.txt to determine how the superseded data were derived.
 AC7683
 AC7683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8597169201(NAD 83)
 AC7683_MARKER: S = SPIKE
 AC7683_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AC7683_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC7683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7683+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC7683
 AC7683  HISTORY     - Date     Condition        Report By
 AC7683  HISTORY     - 1996     MONUMENTED       NOSAMC
 AC7683
 AC7683                          STATION DESCRIPTION
 AC7683
 AC7683'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1996 (JDH)
 AC7683'THE STATION IS A RR SPIKE WITH A CROSS CUT INTO THE TOP DRIVEN INTO
 AC7683'THE GROUND AT THE CENTERLINE JUNCTION OF A LEVEE ROAD AND THE ACCESS
 AC7683'ROAD OF THE TALLULAH REGIONAL AIRPORT NON DIRECTIONAL BEACON ABOUT 5
 AC7683'MILES (8.0 KM) SOUTH OF THE AIRPORT.  TO REACH THE STATION FROM THE
 AC7683'MOUND EXIT OF INTERSTATE HIGHWAY 20 GO 2.2 MI (3.5 KM) SOUTH TO A
 AC7683'POINT WHERE THE ROAD CURVES TO THE WEST AND THE PAVEMENT ENDS, THENCE
 AC7683'CONTINUE 4.4 MI (7.1 KM) ON THE GRAVEL ROAD TO THE LEVEE ROAD, GO EAST
 AC7683'ON THE LEVEE ROAD FOR 1.5 MI (2.4 KM) TO THE NON DIRECTIONAL BEACON
 AC7683'NORTH OF THE LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0981 ***********************************************************************
 AT0981  DESIGNATION -  TWIL 1934
 AT0981  PID         -  AT0981
 AT0981  STATE/COUNTY-  LA/ST BERNARD
 AT0981  USGS QUAD   -  MORGAN HARBOR (1994)
 AT0981
 AT0981                         *CURRENT SURVEY CONTROL
 AT0981  ___________________________________________________________________
 AT0981* NAD 83(1992)-  29 45 35.87590(N)    089 17 24.70140(W)     ADJUSTED  
 AT0981* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0981  ___________________________________________________________________
 AT0981  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AT0981  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AT0981
 AT0981  HORZ ORDER  -  THIRD
 AT0981
 AT0981.The horizontal coordinates were established by classical geodetic methods
 AT0981.and adjusted by the National Geodetic Survey in May 1994..
 AT0981
 AT0981.The orthometric height was scaled from a topographic map.
 AT0981
 AT0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0981
 AT0981.The geoid height was determined by GEOID03.
 AT0981
 AT0981;                    North         East     Units Scale Factor Converg.
 AT0981;SPC LA S     -   141,421.916 1,197,584.117   MT  0.99993453   +1 01 17.7
 AT0981;SPC LA S     -   463,981.74  3,929,073.89   sFT  0.99993453   +1 01 17.7
 AT0981;UTM  16      - 3,294,385.594   278,556.243   MT  1.00020507   -1 08 14.1
 AT0981
 AT0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0981!SPC LA S     -   1.00000401  x   0.99993453  =   0.99993854
 AT0981!UTM  16      -   1.00000401  x   1.00020507  =   1.00020908
 AT0981
 AT0981                          SUPERSEDED SURVEY CONTROL
 AT0981
 AT0981  NAD 83(1992)-  29 45 35.87783(N)    089 17 24.69721(W) AD(       ) 3
 AT0981  NAD 83(1986)-  29 45 35.88186(N)    089 17 24.70009(W) AD(       ) 3
 AT0981  NAD 27      -  29 45 35.15000(N)    089 17 24.54000(W) AD(       ) 3
 AT0981
 AT0981.Superseded values are not recommended for survey control.
 AT0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0981.See file dsdata.txt to determine how the superseded data were derived.
 AT0981
 AT0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7855694386(NAD 83)
 AT0981_MARKER: DS = TRIANGULATION STATION DISK
 AT0981_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0981_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0981
 AT0981  HISTORY     - Date     Condition        Report By
 AT0981  HISTORY     - 1934     MONUMENTED       CGS
 AT0981  HISTORY     - 1952     MARK NOT FOUND   CGS
 AT0981
 AT0981                          STATION DESCRIPTION
 AT0981
 AT0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AT0981'STATION IS ON THE N SHORE OF TWILIGHT HARBOR, 1.4 MILES W OF POINT
 AT0981'LYDIA AT THE MOUTH
 AT0981'OF BAYOU LA LOUTRE, ON THE N SIDE OF THE BAYOU, 18
 AT0981'METERS INSHORE, AND IN HARD MARSH.
 AT0981'
 AT0981'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE CENTER
 AT0981'OF THE TOP OF A
 AT0981'TILE WHICH IS FASTENED BY MEANS OF CONCRETE TO THE
 AT0981'UPPER END OF A LONG WOODEN PILE
 AT0981'DRIVEN INTO THE MARSH.
 AT0981'
 AT0981'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF
 AT0981'CONCRETE.  BOTH
 AT0981'ARE IN HARD MARSH AND CAST AROUND CYPRESS PILING.
 AT0981'
 AT0981'REFERENCE MARK NO. 1 IS 16.31 METERS NW FROM STATION 39
 AT0981'DEGREES MAGNETIC.
 AT0981'
 AT0981'REFERENCE MARK NO. 2 IS 14.44 METERS NE FROM STATION N 57
 AT0981'DEG E MAGNETIC.
 AT0981'
 AT0981'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 21.93
 AT0981'METERS.
 AT0981'
 AT0981'REACHED VIA BRETON SOUND TO TWILIGHT HARBOR AND STATION, OR VIA BAYOU
 AT0981'LA LOUTRE TO ITS
 AT0981'MOUTH.
 AT0981'
 AT0981'BAYOU LA LOUTRE IS GOOD FOR A DRAFT OF 4 FEET TO BAY ELOI AND ABOUT 1
 AT0981'1/2 FEET BETWEEN
 AT0981'BAY ELOI AND ITS MOUTH.
 AT0981
 AT0981                          STATION RECOVERY (1952)
 AT0981
 AT0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AT0981'AFTER A THOROUGH SEARCH BY THREE MEN STATION WAS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2551 ***********************************************************************
 AU2551  DESIGNATION -  TWIN 1933
 AU2551  PID         -  AU2551
 AU2551  STATE/COUNTY-  LA/ST MARY
 AU2551  USGS QUAD   -  ELLERSLIE (1994)
 AU2551
 AU2551                         *CURRENT SURVEY CONTROL
 AU2551  ___________________________________________________________________
 AU2551* NAD 83(1992)-  29 41 24.98559(N)    091 37 24.23868(W)     ADJUSTED  
 AU2551* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2551  **This station is located in a subsidence area (see below).
 AU2551  ___________________________________________________________________
 AU2551  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2551  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AU2551
 AU2551  HORZ ORDER  -  THIRD
 AU2551
 AU2551.The horizontal coordinates were established by classical geodetic methods
 AU2551.and adjusted by the National Geodetic Survey in January 1993..
 AU2551
 AU2551 ** The orthometric height has not been validated since last determined
 AU2551 ** by differential leveling and should not be used for control purposes.
 AU2551 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2551 ** area with valid NAVD 88 orthometric heights.
 AU2551 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2551 ** epoch indicated which incorporates improved geoid heights for the
 AU2551 ** Southern Louisiana Subsidence area.
 AU2551 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2551.The orthometric height was scaled from a topographic map.
 AU2551
 AU2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2551
 AU2551.The geoid height was determined by GEOID03.
 AU2551
 AU2551;                    North         East     Units Scale Factor Converg.
 AU2551;SPC LA S     -   131,971.223   971,927.786   MT  0.99994034   -0 08 42.1
 AU2551;SPC LA S     -   432,975.59  3,188,733.08   sFT  0.99994034   -0 08 42.1
 AU2551;UTM  15      - 3,285,258.572   633,186.845   MT  0.99981887   +0 40 55.0
 AU2551
 AU2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2551!SPC LA S     -   1.00000389  x   0.99994034  =   0.99994423
 AU2551!UTM  15      -   1.00000389  x   0.99981887  =   0.99982276
 AU2551
 AU2551:                Primary Azimuth Mark                     Grid Az
 AU2551:SPC LA S     -  JAWS 1933                                000 25 32.9
 AU2551:UTM  15      -  JAWS 1933                                359 35 55.8
 AU2551
 AU2551|---------------------------------------------------------------------|
 AU2551| PID    Reference Object                     Distance      Geod. Az  |
 AU2551|                                                           dddmmss.s |
 AU2551| AU2553 JAWS 1933                           APPROX. 6.2 KM 0001650.8 |
 AU2551| AU2552 TWIN 2                               38.295 METERS 02813     |
 AU2551|---------------------------------------------------------------------|
 AU2551
 AU2551                          SUPERSEDED SURVEY CONTROL
 AU2551
 AU2551  NAD 83(1986)-  29 41 25.00800(N)    091 37 24.23430(W) AD(       ) 3
 AU2551  NAD 27      -  29 41 24.26100(N)    091 37 23.83700(W) AD(       ) 3
 AU2551
 AU2551.Superseded values are not recommended for survey control.
 AU2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2551.See file dsdata.txt to determine how the superseded data were derived.
 AU2551
 AU2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3318785259(NAD 83)
 AU2551_MARKER: DS = TRIANGULATION STATION DISK
 AU2551_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2551_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2551
 AU2551  HISTORY     - Date     Condition        Report By
 AU2551  HISTORY     - 1933     MONUMENTED       CGS
 AU2551  HISTORY     - 1948     GOOD             CGS
 AU2551  HISTORY     - 1955     GOOD             CGS
 AU2551  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AU2551  HISTORY     - 1966     POOR             CGS
 AU2551
 AU2551                          STATION DESCRIPTION
 AU2551
 AU2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AU2551'STATION IS ON THE N BANK OF THE N FORK OF A BAYOU WITH TWIN
 AU2551'MOUTHS, ON THE E SIDE OF W COTE BLANCHE BAY, ABOUT 4 MILES
 AU2551'N OF MARONE POINT, ABOUT 3-1/2 MILES S OF THE LIGHT AT THE
 AU2551'MOUTH OF THE JAWS, ON THE NE SIDE OF A SMALL BAYOU LEADING
 AU2551'TO THE ONLY CAMP IN THIS VICINITY, AT A POINT WHERE THE BAYOU
 AU2551'MAKES A RIGHT ANGLE TURN, 240 METERS (790 FEET) FROM THE
 AU2551'MOUTH OF THE BAYOU, 6 METERS (20 FEET) FROM THE SHORE OF THE
 AU2551'BAYOU AND ON GROUND THICKLY OVERGROWN WITH WILD PEA VINES.
 AU2551'
 AU2551'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2551'AT THE CENTER OF THE TOP OF A TILE WHICH IS FASTENED BY
 AU2551'MEANS OF CONCRETE TO THE UPPER END OF A LONG WOODEN PILE DRIVEN
 AU2551'INTO THE MARSH.
 AU2551'
 AU2551'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 AU2551'SQUARE BLOCK OR POST OF CONCRETE AND IS IN FIRM MARSH AND
 AU2551'16.975 METERS (55.69 FEET) FROM THE STATION N 33 DEG 01 MIN E.
 AU2551'
 AU2551'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A SQUARE
 AU2551'BLOCK OR POST OF CONCRETE AND IS IN THE FIRM MARSH AND 19.130
 AU2551'METERS (62.76 FEET) FROM THE STATION S 52 DEG 14 MIN E.
 AU2551
 AU2551                          STATION RECOVERY (1948)
 AU2551
 AU2551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2551'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AU2551'DESCRIBED EXCEPT THE REFERENCE MARKS ARE NOW COVERED BY 6
 AU2551'INCHES OF MUD.
 AU2551
 AU2551                          STATION RECOVERY (1955)
 AU2551
 AU2551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2551'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS COULD
 AU2551'NOT BE FOUND BUT ARE PROBABLY BURIED UNDER MUD.  ORIGINAL
 AU2551'DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 AU2551'
 AU2551'SHORELINE ON WEST COTE BLANCHE BAY HAS RECEDED UNTIL THE STATION
 AU2551'IS NOW APPROXIMATELY 450 FT. FROM THE MOUTH OF THE BAYOU,
 AU2551'AND THE TWIN MOUTHS HAVE DISAPPEARED.  STATION IS ON THE SE
 AU2551'BANK RATHER THAN THE N BANK OF THE BAYOU.  CAMP HAS DISAPPEARED.
 AU2551
 AU2551                          STATION RECOVERY (1961)
 AU2551
 AU2551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2551'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  THE SHORELINE
 AU2551'HAS ERODED AWAY AND THE MARK IS ABOUT 10 FEET OFFSHORE.  NEITHER
 AU2551'OF THE TWO REFERENCE MARKS COULD BE FOUND.  THE STATION MARK
 AU2551'WILL PROBABLY BE WASHED OUT IN A FEW YEARS.
 AU2551'
 AU2551'A NEW STATION, TWIN 2 1961 AND TWO NEW REFERENCE MARKS WERE
 AU2551'ESTABLISHED ABOUT 125 FEET NORTHEAST OF THE OLD MARK.  THE
 AU2551'OLD MARK WAS NOT DISTURBED.
 AU2551
 AU2551                          STATION RECOVERY (1966)
 AU2551
 AU2551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2551'THE STATION MARK WAS RECOVERED IN VERY POOR CONDITION, ABOUT
 AU2551'6 FEET OFFSHORE IN 1 FOOT OF WATER.  THE MARK PROJECTS ABOUT
 AU2551'18 INCHES ABOVE THE WATER AND IS SURROUNDED BY THE REMAINS
 AU2551'OF AN OLD WOOD STAND.  A NEW STATION, TWIN 2, WAS ESTABLISHED
 AU2551'ABOUT 125 FEET NORTHEAST OF THE OLD STATION IN 1961 BY J.K.W.
 AU2551'SEE DESCRIPTION FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2552 ***********************************************************************
 AU2552  DESIGNATION -  TWIN 2
 AU2552  PID         -  AU2552
 AU2552  STATE/COUNTY-  LA/ST MARY
 AU2552  USGS QUAD   -  ELLERSLIE (1994)
 AU2552
 AU2552                         *CURRENT SURVEY CONTROL
 AU2552  ___________________________________________________________________
 AU2552* NAD 83(1992)-  29 41 26.08146(N)    091 37 23.56510(W)     ADJUSTED  
 AU2552* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2552  **This station is located in a subsidence area (see below).
 AU2552  ___________________________________________________________________
 AU2552  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2552  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AU2552
 AU2552  HORZ ORDER  -  THIRD
 AU2552
 AU2552.The horizontal coordinates were established by classical geodetic methods
 AU2552.and adjusted by the National Geodetic Survey in January 1993..
 AU2552.No horizontal observational check was made to the station.
 AU2552
 AU2552 ** The orthometric height has not been validated since last determined
 AU2552 ** by differential leveling and should not be used for control purposes.
 AU2552 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2552 ** area with valid NAVD 88 orthometric heights.
 AU2552 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2552 ** epoch indicated which incorporates improved geoid heights for the
 AU2552 ** Southern Louisiana Subsidence area.
 AU2552 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2552.The orthometric height was scaled from a topographic map.
 AU2552
 AU2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2552
 AU2552.The geoid height was determined by GEOID03.
 AU2552
 AU2552;                    North         East     Units Scale Factor Converg.
 AU2552;SPC LA S     -   132,004.918   971,945.979   MT  0.99994032   -0 08 41.8
 AU2552;SPC LA S     -   433,086.14  3,188,792.77   sFT  0.99994032   -0 08 41.8
 AU2552;UTM  15      - 3,285,292.522   633,204.548   MT  0.99981893   +0 40 55.4
 AU2552
 AU2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2552!SPC LA S     -   1.00000389  x   0.99994032  =   0.99994421
 AU2552!UTM  15      -   1.00000389  x   0.99981893  =   0.99982282
 AU2552
 AU2552|---------------------------------------------------------------------|
 AU2552| PID    Reference Object                     Distance      Geod. Az  |
 AU2552|                                                           dddmmss.s |
 AU2552| CV9501 TWIN 2 RM 3                          31.504 METERS 10252     |
 AU2552| CV9502 TWIN 2 RM 4                          23.159 METERS 17521     |
 AU2552| AU2551 TWIN 1933                            38.295 METERS 20813     |
 AU2552|---------------------------------------------------------------------|
 AU2552
 AU2552                          SUPERSEDED SURVEY CONTROL
 AU2552
 AU2552  NAD 83(1986)-  29 41 26.10386(N)    091 37 23.56072(W) AD(       ) 3
 AU2552  NAD 27      -  29 41 25.35700(N)    091 37 23.16300(W) AD(       ) 3
 AU2552
 AU2552.Superseded values are not recommended for survey control.
 AU2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2552.See file dsdata.txt to determine how the superseded data were derived.
 AU2552
 AU2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN3320585293(NAD 83)
 AU2552_MARKER: DS = TRIANGULATION STATION DISK
 AU2552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2552_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2552
 AU2552  HISTORY     - Date     Condition        Report By
 AU2552  HISTORY     - 1961     MONUMENTED       CGS
 AU2552  HISTORY     - 1966     GOOD             CGS
 AU2552
 AU2552                          STATION DESCRIPTION
 AU2552
 AU2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AU2552'THE STATION IS LOCATED ABOUT 19 MILES SOUTH SOUTHWEST OF THE
 AU2552'TOWN OF FRANKLIN, ABOUT 3.5 MILES SOUTH OF THE JAWS, ABOUT
 AU2552'4.0 MILES NORTH OF POINT MARONE, ON THE EASTERN SHORE OF WEST
 AU2552'COTE BLANCHE BAY AND AT A BAYOU LEADING EAST OFF OF THE BAY.
 AU2552'IT IS 110 FEET NORTHEAST OF THE EXTENDED CENTERLINE OF THE BAYOU
 AU2552'ENTRANCE AND 98 FEET EAST OF THE BAYOU AFTER IT TURNS NORTH.
 AU2552'THE STATION IS MARKED BY A STANDARD DISK STAMPED TWIN 2 1961
 AU2552'CLAMPED TO THE TOP OF A 5/8 INCH X 16 FOOT COPPER ROD
 AU2552'DRIVEN INTO THE MARSH.  THE TOP PORTION OF THE MARK IS
 AU2552'ENCASED IN A 5 FOOT SECTION OF 6 INCH ORANGE BURG PIPE
 AU2552'FILLED WITH CONCRETE.  THE STATION PROJECTS 1 FOOT ABOVE THE
 AU2552'MARSH.
 AU2552'
 AU2552'R.M. 3 IS SOUTHEAST OF THE STATION AND 176 FEET EAST OF THE
 AU2552'EAST BANK OF A BAYOU.  IT IS MARKED BY A STANDARD DISK STAMPED
 AU2552'TWIN 2 NO 3 1961, BRAZED IN THE TOP OF A 2-1/2 INCH CAST
 AU2552'IRON PIPE WHICH PROJECTS 2-1/2 FEET ABOVE THE MARSH.  THE CAST
 AU2552'IRON PIPE WAS DRIVEN 7-1/2 FEET BELOW THE MARSH AND ENCASED
 AU2552'BY A MASS OF CONCRETE.
 AU2552'
 AU2552'R.M. 4 IS SOUTH OF THE STATION AND 68 FEET EAST OF THE EAST
 AU2552'BANK OF THE BAYOU.  IT IS MARKED BY A STANDARD DISK STAMPED
 AU2552'TWIN 2 NO 4 1961, BRAZED IN THE TOP OF A 2-1/2 INCH CAST
 AU2552'IRON PIPE WHICH PROJECTS 2-1/2 FEET ABOVE THE MARSH.  THE CAST
 AU2552'IRON PIPE WAS DRIVEN 7-1/2 FEET BELOW THE MARSH AND ENCASED BY
 AU2552'A MASS OF CONCRETE.
 AU2552'
 AU2552'STATION CAN BE REACHED ONLY BY BOAT.
 AU2552
 AU2552                          STATION RECOVERY (1966)
 AU2552
 AU2552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2552'STATION MARK AND REFERENCE MARK 3 RECOVERED IN GOOD CONDITION
 AU2552'AS DESCRIBED.  A 15 FOOT WOOD STAND IS IN PLACE OVER THE
 AU2552'STATION AND A METAL WITNESS POST WAS SET AT THIS MARK.  REFERENCE
 AU2552'MARK 4 WAS RECOVERED IN FAIR CONDITION EXCEPT THAT IT IS
 AU2552'NOW 2 INCHES BELOW THE SURFACE OF THE MARSH AND MUST HAVE
 AU2552'SUNK IN THE VERY SOFT MUD.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 AU2552'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1598 ***********************************************************************
 BW1598  DESIGNATION -  TYSON
 BW1598  PID         -  BW1598
 BW1598  STATE/COUNTY-  LA/CATAHOULA
 BW1598  USGS QUAD   -  HARRISONBURG (1984)
 BW1598
 BW1598                         *CURRENT SURVEY CONTROL
 BW1598  ___________________________________________________________________
 BW1598* NAD 83(1986)-  31 51 28.     (N)    091 47 23.     (W)     SCALED    
 BW1598* NAVD 88     -        18.43   (+/-2cm)      60.5    (feet)  VERTCON   
 BW1598  ___________________________________________________________________
 BW1598  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BW1598
 BW1598  VERT ORDER  -  ? (See Below)
 BW1598
 BW1598.The horizontal coordinates were scaled from a topographic map and have
 BW1598.an estimated accuracy of +/- 6 seconds.
 BW1598
 BW1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1598.The vertical order pertains to the NGVD 29 superseded value.
 BW1598
 BW1598.The geoid height was determined by GEOID03.
 BW1598
 BW1598;                    North         East    Units  Estimated Accuracy
 BW1598;SPC LA N     -   150,760.    1,067,210.      MT  (+/- 180 meters Scaled)
 BW1598
 BW1598                          SUPERSEDED SURVEY CONTROL
 BW1598
 BW1598  NGVD 29 (??/??/92)   18.439  (m)           60.50   (f) ADJ UNCH    ?  
 BW1598
 BW1598.Superseded values are not recommended for survey control.
 BW1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1598.See file dsdata.txt to determine how the superseded data were derived.
 BW1598
 BW1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR144253(NAD 83)
 BW1598_MARKER: P = PIPE CAP
 BW1598_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1598_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1598
 BW1598  HISTORY     - Date     Condition        Report By
 BW1598  HISTORY     - UNK      MONUMENTED       DOD
 BW1598  HISTORY     - 1934     GOOD             DOD
 BW1598  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1598
 BW1598                          STATION DESCRIPTION
 BW1598
 BW1598'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1598'IN STAFFORDS POINT.
 BW1598'B.M. IS A PIPE FLANGE BENCH WITH BRASS CAP, LOCATED AT STAFFORDS
 BW1598'POINT.  CATAHOULA PARISH, LA.  ON PROPERTY OF E.G. CARTER.  700 FEET
 BW1598'NORTHWEST OF V.B. ANDERSONS RESIDENCE.  31 FEET SOUTHWEST OF NORTHEAST
 BW1598'PASTURE FENCE.  7 FEET SOUTHEAST OF NORTHWEST PASTURE FENCE ON OLD
 BW1598'FENCE LINE.  CAP WAS 18 INCHES ABOVE THE GROUND.
 BW1598
 BW1598                          STATION RECOVERY (1981)
 BW1598
 BW1598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3313 ***********************************************************************
 CQ3313  DESIGNATION -  TYSON
 CQ3313  PID         -  CQ3313
 CQ3313  STATE/COUNTY-  LA/CADDO
 CQ3313  USGS QUAD   -  VIVIAN SOUTH (1971)
 CQ3313
 CQ3313                         *CURRENT SURVEY CONTROL
 CQ3313  ___________________________________________________________________
 CQ3313* NAD 83(1992)-  32 48 38.40867(N)    093 53 19.87641(W)     ADJUSTED  
 CQ3313* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 CQ3313  ___________________________________________________________________
 CQ3313  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CQ3313  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CQ3313
 CQ3313  HORZ ORDER  -  FIRST
 CQ3313
 CQ3313.The horizontal coordinates were established by classical geodetic methods
 CQ3313.and adjusted by the National Geodetic Survey in September 1999..
 CQ3313
 CQ3313.The orthometric height was scaled from a topographic map.
 CQ3313
 CQ3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3313
 CQ3313.The geoid height was determined by GEOID03.
 CQ3313
 CQ3313;                    North         East     Units Scale Factor Converg.
 CQ3313;SPC LA N     -   257,040.528   869,929.451   MT  1.00003601   -0 44 03.4
 CQ3313;SPC LA N     -   843,307.13  2,854,093.54   sFT  1.00003601   -0 44 03.4
 CQ3313;UTM  15      - 3,630,647.780   416,788.633   MT  0.99968538   -0 28 54.0
 CQ3313
 CQ3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3313!SPC LA N     -   0.99998827  x   1.00003601  =   1.00002428
 CQ3313!UTM  15      -   0.99998827  x   0.99968538  =   0.99967365
 CQ3313
 CQ3313:                Primary Azimuth Mark                     Grid Az
 CQ3313:SPC LA N     -  TYSON AZ MK                              097 12 49.7
 CQ3313:UTM  15      -  TYSON AZ MK                              096 57 40.3
 CQ3313
 CQ3313|---------------------------------------------------------------------|
 CQ3313| PID    Reference Object                     Distance      Geod. Az  |
 CQ3313|                                                           dddmmss.s |
 CQ3313| CX7301 TYSON AZ MK                                        0962846.3 |
 CQ3313| CX7304 TYSON RM 3                            7.667 METERS 12723     |
 CQ3313| CX7302 TYSON RM 1                           36.893 METERS 23634     |
 CQ3313| CX7303 TYSON RM 2                          237.884 METERS 35328     |
 CQ3313|---------------------------------------------------------------------|
 CQ3313
 CQ3313                          SUPERSEDED SURVEY CONTROL
 CQ3313
 CQ3313  NAD 83(1992)-  32 48 38.40974(N)    093 53 19.87483(W) AD(       ) 1
 CQ3313  NAD 83(1992)-  32 48 38.41097(N)    093 53 19.87293(W) AD(       ) 1
 CQ3313  NAD 83(1986)-  32 48 38.42011(N)    093 53 19.86585(W) AD(       ) 1
 CQ3313  NAD 27      -  32 48 37.91500(N)    093 53 19.21800(W) AD(       ) 1
 CQ3313
 CQ3313.Superseded values are not recommended for survey control.
 CQ3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3313.See file dsdata.txt to determine how the superseded data were derived.
 CQ3313
 CQ3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1678930648(NAD 83)
 CQ3313_MARKER: DS = TRIANGULATION STATION DISK
 CQ3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3313
 CQ3313  HISTORY     - Date     Condition        Report By
 CQ3313  HISTORY     - 1930     MONUMENTED       CGS
 CQ3313  HISTORY     - 1935     GOOD             LAGS
 CQ3313  HISTORY     - 1950     GOOD             CGS
 CQ3313  HISTORY     - 19700114 GOOD             USGS
 CQ3313  HISTORY     - 19941029 MARK NOT FOUND   USPSQD
 CQ3313
 CQ3313                          STATION DESCRIPTION
 CQ3313
 CQ3313'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3313'ABOUT 7 MILES, AIR LINE, SE OF VIVIAN, 2-1/2 MILES WSW OF
 CQ3313'GILLIAM, 1/4 MILE S OF THE GILLIAM-VIVIAN ROAD, ON THE HIGH
 CQ3313'GROUND OF THE TYSON LEASE OF THE GULF REFINING COMPANY,
 CQ3313'APPROXIMATELY IN THE CENTER OF SECTION 14, T. 21 N., R. 15
 CQ3313'W., 23.2 METERS (76 FEET) SE OF TYSON WELL NO. 12, ABOUT
 CQ3313'50 METERS (164 FEET) S OF HIGHEST POINT ON RIDGE, AND ABOUT
 CQ3313'100 METERS (328 FEET) S OF DIXIE OIL COMPANYS POWER STATION.
 CQ3313'
 CQ3313'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3313'DISKS SET IN CONCRETE.
 CQ3313'
 CQ3313'REFERENCE MARK NO. 1 IS 12 METERS (39 FEET) SW OF PUMP
 CQ3313'HOUSE AT WELL NO. 12, AND 36.92 METERS (121.1 FEET) FROM
 CQ3313'STATION S 56 DEG 33 MIN W.
 CQ3313'
 CQ3313'REFERENCE MARK NO. 2 IS NEAR A MAIL BOX, 5 METERS (16 FEET) SE
 CQ3313'OF A PUMP LINE RUNNING NW FROM POWER STATION, 4 METERS (13 FEET)
 CQ3313'NW OF ROAD, AND 1/8 MILE FROM STATION N 06 DEG 32 MIN W.
 CQ3313
 CQ3313                          STATION RECOVERY (1935)
 CQ3313
 CQ3313'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3313'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 CQ3313'
 CQ3313'REFERENCE MARK NO. 2 IS 781 FEET FROM STATION.
 CQ3313
 CQ3313                          STATION RECOVERY (1950)
 CQ3313
 CQ3313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3313'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CQ3313'WERE RECOVERED AND ARE IN GOOD CONDITION.  A NEW REFERENCE
 CQ3313'MARK NO. 3 AND AZIMUTH MARK WERE ESTABLISHED.
 CQ3313'
 CQ3313'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 CQ3313'
 CQ3313'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF VIVIAN,
 CQ3313'2.5 MILES WEST-SOUTHWEST OF GILLIAM AND 0.5 MILE SOUTH OF
 CQ3313'THE GILLIAM-VIVIAN ROAD ON THE HIGHEST POINT OF HILL ON THE
 CQ3313'TYSON LEASE OF THE GULF REFINING COMPANY.  IT IS 76 FEET
 CQ3313'SOUTHEAST OF WELL NO. 12, 40 FEET SOUTH OF A 16 INCH OAK
 CQ3313'TREE, 27 FEET EAST-NORTHEAST OF SMALL WATER TANK AND 26 FEET
 CQ3313'NORTHWEST OF WITNESS POST.  IT IS STAMPED TYSON 1930 AND
 CQ3313'PROJECTS 6 INCHES.
 CQ3313'
 CQ3313'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, ON THE
 CQ3313'SOUTHWEST SLOPE OF THE HILL, 50 FEET EAST OF THE CENTER OF
 CQ3313'ROAD AND 12 FEET NORTH OF THE CENTER OF TRACK ROAD.  IT IS
 CQ3313'STAMPED TYSON NO 1 1930 AND PROJECTS 3 INCHES.
 CQ3313'
 CQ3313'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, ABOUT 15 FEET
 CQ3313'LOWER THAN THE STATION IN ELEVATION, 15 FEET SOUTHEAST OF
 CQ3313'A PUMP LINE RUNNING NORTHWEST FROM A POWER STATION, 15 FEET
 CQ3313'NORTH OF THE CENTER OF ROAD, 15 FEET EAST OF FENCE CORNER AND
 CQ3313'2 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 CQ3313'TYSON NO 2 1930 AND SET FLUSH WITH THE SURFACE OF THE
 CQ3313'GROUND.
 CQ3313'
 CQ3313'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION, ON THE SAME
 CQ3313'HILL AS THE STATION, 36 FEET EAST-SOUTHEAST OF SMALL WATER
 CQ3313'TANK AND 2 FEET NORTH OF WITNESS POST.  IT IS STAMPED TYSON
 CQ3313'NO 3 1950 AND PROJECTS 5 INCHES.
 CQ3313'
 CQ3313'THE AZIMUTH MARK IS EAST OF THE STATION, 40 FEET NORTHEAST
 CQ3313'OF STANOLIND WELL NO. 31, 35 FEET SOUTH OF THE CENTER OF ROAD
 CQ3313'AND 15 FEET WEST OF THE CENTER OF ROAD.  IT IS STAMPED TYSON
 CQ3313'1950 AND PROJECTS 3 INCHES.
 CQ3313'
 CQ3313'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GILLIAM,
 CQ3313'GO WEST ON U.S. HIGHWAY 71 FOR 1 BLOCK TO WHERE U.S. HIGHWAY
 CQ3313'71 TURNS NORTH, CONTINUE WEST ON THE VIVIAN ROAD FOR 1.65 MILES
 CQ3313'TO FORKS, TAKE RIGHT FORK FOR 0.6 MILE TO DIXIE HILL GROCERY
 CQ3313'ON THE LEFT, (TO REACH THE AZIMUTH MARK GO SOUTH ON ROAD
 CQ3313'JUST EAST OF THE DIXIE HILL GROCERY FOR 0.4 MILE TO CROSSROAD
 CQ3313'AND AZIMUTH MARK IN SOUTHWEST ANGLE AS DESCRIBED.) CONTINUE
 CQ3313'EAST ON HARD SURFACED ROAD FOR 0.6 MILE TO SIDE ROAD LEFT,
 CQ3313'TURN LEFT ON OIL FIELD ROAD FOR 0.25 MILE TO FORK, TAKE RIGHT
 CQ3313'FORK FOR 0.2 MILE TO TRACK ROAD LEFT JUST AFTER PASSING
 CQ3313'SMALL PLANK CULVERT, TURN LEFT AND FOLLOW TRACK ROAD FOR
 CQ3313'0.05 MILE TO SMALL WATER TANK AND STATION EAST-NORTHEAST AS
 CQ3313'DESCRIBED.
 CQ3313'
 CQ3313'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 CQ3313
 CQ3313                          STATION RECOVERY (1970)
 CQ3313
 CQ3313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 CQ3313'RECOVERED IN GOOD CONDITION.
 CQ3313
 CQ3313                          STATION RECOVERY (1994)
 CQ3313
 CQ3313'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ3313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2037 ***********************************************************************
 CQ2037  DESIGNATION -  U 101
 CQ2037  PID         -  CQ2037
 CQ2037  STATE/COUNTY-  LA/BOSSIER
 CQ2037  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2037
 CQ2037                         *CURRENT SURVEY CONTROL
 CQ2037  ___________________________________________________________________
 CQ2037* NAD 83(1986)-  32 31 35.     (N)    093 40 43.     (W)     SCALED    
 CQ2037* NAVD 88     -        50.944  (meters)     167.14   (feet)  ADJUSTED  
 CQ2037  ___________________________________________________________________
 CQ2037  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2037  DYNAMIC HT  -          50.886 (meters)     166.95  (feet)  COMP
 CQ2037  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 CQ2037
 CQ2037  VERT ORDER  -  FIRST     CLASS II
 CQ2037
 CQ2037.The horizontal coordinates were scaled from a topographic map and have
 CQ2037.an estimated accuracy of +/- 6 seconds.
 CQ2037
 CQ2037.The orthometric height was determined by differential leveling
 CQ2037.and adjusted by the National Geodetic Survey in June 1991..
 CQ2037
 CQ2037.The geoid height was determined by GEOID03.
 CQ2037
 CQ2037.The dynamic height is computed by dividing the NAVD 88
 CQ2037.geopotential number by the normal gravity value computed on the
 CQ2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2037.degrees latitude (g = 980.6199 gals.).
 CQ2037
 CQ2037.The modeled gravity was interpolated from observed gravity values.
 CQ2037
 CQ2037;                    North         East    Units  Estimated Accuracy
 CQ2037;SPC LA N     -   225,280.      889,280.      MT  (+/- 180 meters Scaled)
 CQ2037
 CQ2037                          SUPERSEDED SURVEY CONTROL
 CQ2037
 CQ2037  NGVD 29 (??/??/??)   51.017  (m)          167.38   (f) ADJUSTED    1 2
 CQ2037
 CQ2037.Superseded values are not recommended for survey control.
 CQ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2037.See file dsdata.txt to determine how the superseded data were derived.
 CQ2037
 CQ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR362989(NAD 83)
 CQ2037_MARKER: DB = BENCH MARK DISK
 CQ2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2037_STAMPING: U 101 1938
 CQ2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2037+STABILITY: SURFACE MOTION
 CQ2037
 CQ2037  HISTORY     - Date     Condition        Report By
 CQ2037  HISTORY     - 1938     MONUMENTED       CGS
 CQ2037  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2037  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ2037  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ2037
 CQ2037                          STATION DESCRIPTION
 CQ2037
 CQ2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2037'3.0 MI E FROM BOSSIER CITY.
 CQ2037'3.0 MILES EAST OF THE RED RIVER BRIDGE, A STANDARD DISK SET IN THE TOP
 CQ2037'OF A CONCRETE POST LOCATED ON THE NORTH ROW OF THE I.C.R.R., BETWEEN
 CQ2037'THE TRACKS AND A GRAVEL ROAD THAT PARALLELS THE RAILROAD, BETWEEN THE
 CQ2037'THIRD AND THE FOURTH TELEGRAPH POLES EAST OF THE GRADE CROSSING, 27
 CQ2037'FEET WEST OF THE PROLONGATION OF THE WEST SIDE OF THE SUNFLOWER
 CQ2037'CHURCH, 38 FEET NORTH OF MILEPOST 164, 45 FEET NORTH OF THE NORTH
 CQ2037'RAIL, 42 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 45 FEET
 CQ2037'WEST OF TELEPHONE POLE NO 11505.  DISK IS STAMPED U 101 1938. NOTE--
 CQ2037'PIECES OF CONCRETE WERE FOUND AT THE EXACT LOCATION.
 CQ2037
 CQ2037                          STATION RECOVERY (2002)
 CQ2037
 CQ2037'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ2037'MARK NOT FOUND.
 CQ2037
 CQ2037                          STATION RECOVERY (2003)
 CQ2037
 CQ2037'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0972 ***********************************************************************
 CQ0972  DESIGNATION -  U 104
 CQ0972  PID         -  CQ0972
 CQ0972  STATE/COUNTY-  LA/LINCOLN
 CQ0972  USGS QUAD   -  RUSTON WEST (1994)
 CQ0972
 CQ0972                         *CURRENT SURVEY CONTROL
 CQ0972  ___________________________________________________________________
 CQ0972* NAD 83(1986)-  32 31 57.     (N)    092 37 38.     (W)     SCALED    
 CQ0972* NAVD 88     -        83.71   (+/-2cm)     274.6    (feet)  VERTCON   
 CQ0972  ___________________________________________________________________
 CQ0972  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0972
 CQ0972  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0972
 CQ0972.The horizontal coordinates were scaled from a topographic map and have
 CQ0972.an estimated accuracy of +/- 6 seconds.
 CQ0972
 CQ0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0972.The vertical order pertains to the NGVD 29 superseded value.
 CQ0972
 CQ0972.The geoid height was determined by GEOID03.
 CQ0972
 CQ0972;                    North         East    Units  Estimated Accuracy
 CQ0972;SPC LA N     -   225,370.      988,050.      MT  (+/- 180 meters Scaled)
 CQ0972
 CQ0972                          SUPERSEDED SURVEY CONTROL
 CQ0972
 CQ0972  NGVD 29 (??/??/??)   83.784  (m)          274.88   (f) ADJUSTED    1 2
 CQ0972
 CQ0972.Superseded values are not recommended for survey control.
 CQ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0972.See file dsdata.txt to determine how the superseded data were derived.
 CQ0972
 CQ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR350995(NAD 83)
 CQ0972_MARKER: DB = BENCH MARK DISK
 CQ0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0972_SP_SET: CULVERT
 CQ0972_STAMPING: U-104 1938
 CQ0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0972
 CQ0972  HISTORY     - Date     Condition        Report By
 CQ0972  HISTORY     - 1938     MONUMENTED       CGS
 CQ0972  HISTORY     - 20040131 MARK NOT FOUND   USPSQD
 CQ0972
 CQ0972                          STATION DESCRIPTION
 CQ0972
 CQ0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ0972'0.6 MI E FROM RUSTON.
 CQ0972'A STANDARD DISK SET IN THE SOUTH END OF CONCRETE CULVERT 0.6 MILE EAST
 CQ0972'OF RUSTON ALONG HIGHWAY U. S. 80, 0.2 MILE WEST OF JUNCTION OF
 CQ0972'LOUISIANA HIGHWAY 44 AND U. S. 80.  20 FEET SOUTH OF CENTERLINE OF
 CQ0972'HIGHWAY.
 CQ0972
 CQ0972                          STATION RECOVERY (2004)
 CQ0972
 CQ0972'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CQ0972'CONCRETE DRIVEWAY NOW EXISTS OVER CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1563 ***********************************************************************
 CQ1563  DESIGNATION -  U 105
 CQ1563  PID         -  CQ1563
 CQ1563  STATE/COUNTY-  LA/RED RIVER
 CQ1563  USGS QUAD   -  HARMON (1980)
 CQ1563
 CQ1563                         *CURRENT SURVEY CONTROL
 CQ1563  ___________________________________________________________________
 CQ1563* NAD 83(1986)-  32 05 58.     (N)    093 25 01.     (W)     SCALED    
 CQ1563* NAVD 88     -        41.66   (+/-2cm)     136.7    (feet)  VERTCON   
 CQ1563  ___________________________________________________________________
 CQ1563  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ1563
 CQ1563  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1563
 CQ1563.The horizontal coordinates were scaled from a topographic map and have
 CQ1563.an estimated accuracy of +/- 6 seconds.
 CQ1563
 CQ1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1563.The vertical order pertains to the NGVD 29 superseded value.
 CQ1563
 CQ1563.The geoid height was determined by GEOID03.
 CQ1563
 CQ1563;                    North         East    Units  Estimated Accuracy
 CQ1563;SPC LA N     -   177,710.      913,460.      MT  (+/- 180 meters Scaled)
 CQ1563
 CQ1563                          SUPERSEDED SURVEY CONTROL
 CQ1563
 CQ1563  NGVD 29 (??/??/??)   41.713  (m)          136.85   (f) ADJUSTED    1 2
 CQ1563
 CQ1563.Superseded values are not recommended for survey control.
 CQ1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1563.See file dsdata.txt to determine how the superseded data were derived.
 CQ1563
 CQ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR606515(NAD 83)
 CQ1563_MARKER: DB = BENCH MARK DISK
 CQ1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1563_STAMPING: U 105 1938
 CQ1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1563+STABILITY: SURFACE MOTION
 CQ1563
 CQ1563  HISTORY     - Date     Condition        Report By
 CQ1563  HISTORY     - 1938     MONUMENTED       CGS
 CQ1563  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1563
 CQ1563                          STATION DESCRIPTION
 CQ1563
 CQ1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1563'2.1 MI S FROM CRICHTON.
 CQ1563'2.1 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1563'STATION AT CRICHTON, RED RIVER PARISH, 0.1 MILE NORTH OF MILEPOST C
 CQ1563'37, 39 FEET EAST OF THE EAST RAIL, 22 FEET SOUTH OF A ROAD CROSSING,
 CQ1563'16 FEET SOUTH OF A POLE, AND 10 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 CQ1563'STANDARD DISK, STAMPED U 105 1938 AND SET IN THE TOP OF A CONCRETE
 CQ1563'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0741 ***********************************************************************
 BW0741  DESIGNATION -  U 106 RM
 BW0741  PID         -  BW0741
 BW0741  STATE/COUNTY-  LA/CONCORDIA
 BW0741  USGS QUAD   -  SPOKANE (1976)
 BW0741
 BW0741                         *CURRENT SURVEY CONTROL
 BW0741  ___________________________________________________________________
 BW0741* NAD 83(1986)-  31 41 23.     (N)    091 24 13.     (W)     SCALED    
 BW0741* NAVD 88     -        22.27   (+/-2cm)      73.1    (feet)  VERTCON   
 BW0741  ___________________________________________________________________
 BW0741  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0741
 BW0741  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0741
 BW0741.The horizontal coordinates were scaled from a topographic map and have
 BW0741.an estimated accuracy of +/- 6 seconds.
 BW0741
 BW0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0741.The vertical order pertains to the NGVD 29 superseded value.
 BW0741
 BW0741.The geoid height was determined by GEOID03.
 BW0741
 BW0741;                    North         East    Units  Estimated Accuracy
 BW0741;SPC LA N     -   132,440.    1,103,940.      MT  (+/- 180 meters Scaled)
 BW0741
 BW0741                          SUPERSEDED SURVEY CONTROL
 BW0741
 BW0741  NGVD 29 (??/??/92)   22.278  (m)           73.09   (f) ADJ UNCH    1 2
 BW0741
 BW0741.Superseded values are not recommended for survey control.
 BW0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0741.See file dsdata.txt to determine how the superseded data were derived.
 BW0741
 BW0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR513071(NAD 83)
 BW0741_MARKER: S = SPIKE
 BW0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0741_SP_SET: TREE
 BW0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0741
 BW0741  HISTORY     - Date     Condition        Report By
 BW0741  HISTORY     - UNK      MONUMENTED       CGS
 BW0741  HISTORY     - 1938     GOOD             NGS
 BW0741
 BW0741                          STATION DESCRIPTION
 BW0741
 BW0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0741'IN GIBSON LANDING.
 BW0741'AT GIBSON LANDING, CONCORDIA PARISH, 275 FEET FROM THE TOP OF THE
 BW0741'MISSISSIPPI RIVER BANK, 175 FEET ABOVE THE TIMBER LINE AT THE UPSTREAM
 BW0741'EDGE OF A CLEARING AT THE LANDING, 295 FEET EAST OF THE EAST EDGE OF A
 BW0741'BORROW PIT, 265 FEET UPSTREAM FROM THE UPPER EDGE OF A GRADED
 BW0741'DEPRESSION CUT OUT TO THE WATER EDGE, 1.4 FEET DOWNSTREAM FROM A FENCE
 BW0741'RUNNING FROM THE RIVER TO THE BORROW PIT, 32.6 FEET EAST OF A BLAZED
 BW0741'16-INCH SYCAMORE TREE, 20.9 FEET WEST OF ANOTHER BLAZED TREE, AND IN A
 BW0741'BLAZED 20-INCH COTTONWOOD TREE.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1331 ***********************************************************************
 BH1331  DESIGNATION -  U 108
 BH1331  PID         -  BH1331
 BH1331  STATE/COUNTY-  LA/WASHINGTON
 BH1331  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1331
 BH1331                         *CURRENT SURVEY CONTROL
 BH1331  ___________________________________________________________________
 BH1331* NAD 83(1986)-  30 47 30.     (N)    089 50 29.     (W)     SCALED    
 BH1331* NAVD 88     -        24.01   (+/-2cm)      78.8    (feet)  VERTCON   
 BH1331  ___________________________________________________________________
 BH1331  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BH1331
 BH1331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1331
 BH1331.The horizontal coordinates were scaled from a topographic map and have
 BH1331.an estimated accuracy of +/- 6 seconds.
 BH1331
 BH1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1331.The vertical order pertains to the NGVD 29 superseded value.
 BH1331
 BH1331.The geoid height was determined by GEOID03.
 BH1331
 BH1331;                    North         East    Units  Estimated Accuracy
 BH1331;SPC LA S     -   254,960.    1,142,800.      MT  (+/- 180 meters Scaled)
 BH1331
 BH1331                          SUPERSEDED SURVEY CONTROL
 BH1331
 BH1331  NGVD 29 (??/??/??)   24.094  (m)           79.05   (f) ADJUSTED    2 0
 BH1331
 BH1331.Superseded values are not recommended for survey control.
 BH1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1331.See file dsdata.txt to determine how the superseded data were derived.
 BH1331
 BH1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV281099(NAD 83)
 BH1331_MARKER: DB = BENCH MARK DISK
 BH1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1331_STAMPING: U 108 1943 (79)
 BH1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1331+STABILITY: SURFACE MOTION
 BH1331
 BH1331  HISTORY     - Date     Condition        Report By
 BH1331  HISTORY     - 1943     MONUMENTED       CGS
 BH1331  HISTORY     - 1958     GOOD             CGS
 BH1331
 BH1331                          STATION DESCRIPTION
 BH1331
 BH1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH1331'0.8 MI E FROM BOGALUSA.
 BH1331'LOCATED 0.8 MILES EAST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL IN
 BH1331'BOGALUSA IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A BLACK TOP ROAD
 BH1331'LEADING NORTH TO THE CEMETERY, 57 FEET WEST OF THE CENTER OF THE ROAD
 BH1331'LEADING NORTH, 48 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 2 FEET
 BH1331'SOUTH OF A POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A 6-INCH
 BH1331'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1693 ***********************************************************************
 CQ1693  DESIGNATION -  U 11
 CQ1693  PID         -  CQ1693
 CQ1693  STATE/COUNTY-  LA/DE SOTO
 CQ1693  USGS QUAD   -  GLOSTER (1994)
 CQ1693
 CQ1693                         *CURRENT SURVEY CONTROL
 CQ1693  ___________________________________________________________________
 CQ1693* NAD 83(1986)-  32 11 30.     (N)    093 49 02.     (W)     SCALED    
 CQ1693* NAVD 88     -        78.38   (+/-2cm)     257.2    (feet)  VERTCON   
 CQ1693  ___________________________________________________________________
 CQ1693  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1693
 CQ1693  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1693
 CQ1693.The horizontal coordinates were scaled from a topographic map and have
 CQ1693.an estimated accuracy of +/- 6 seconds.
 CQ1693
 CQ1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1693.The vertical order pertains to the NGVD 29 superseded value.
 CQ1693
 CQ1693.The geoid height was determined by GEOID03.
 CQ1693
 CQ1693;                    North         East    Units  Estimated Accuracy
 CQ1693;SPC LA N     -   188,320.      875,800.      MT  (+/- 180 meters Scaled)
 CQ1693
 CQ1693                          SUPERSEDED SURVEY CONTROL
 CQ1693
 CQ1693  NGVD 29 (??/??/??)   78.452  (m)          257.39   (f) ADJUSTED    1 2
 CQ1693
 CQ1693.Superseded values are not recommended for survey control.
 CQ1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1693.See file dsdata.txt to determine how the superseded data were derived.
 CQ1693
 CQ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR229619(NAD 83)
 CQ1693_MARKER: DB = BENCH MARK DISK
 CQ1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1693_SP_SET: BUILDING
 CQ1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1693
 CQ1693  HISTORY     - Date     Condition        Report By
 CQ1693  HISTORY     - UNK      MONUMENTED       CGS
 CQ1693  HISTORY     - 1919     GOOD             CGS
 CQ1693  HISTORY     - 1943     GOOD             LOCSUR
 CQ1693  HISTORY     - 19961201 MARK NOT FOUND   USPSQD
 CQ1693
 CQ1693                          STATION DESCRIPTION
 CQ1693
 CQ1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 CQ1693'IN GLOSTER.
 CQ1693'AT GLOSTER, DE SOTO PARISH, ABOUT 500 FEET SOUTHEAST OF THE TEXAS AND
 CQ1693'PACIFIC RAILWAY TRACK, IN THE EAST WALL OF A BRICK BUILDING OWNED BY
 CQ1693'MR. DOWLING, 28 FEET FROM THE NORTHEAST CORNER OF THE BUILDING, AND
 CQ1693'ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK.
 CQ1693
 CQ1693                          STATION RECOVERY (1943)
 CQ1693
 CQ1693'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1693'RECOVERED IN GOOD CONDITION.
 CQ1693
 CQ1693                          STATION RECOVERY (1996)
 CQ1693
 CQ1693'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0716 ***********************************************************************
 BX0716  DESIGNATION -  U 110
 BX0716  PID         -  BX0716
 BX0716  STATE/COUNTY-  LA/GRANT
 BX0716  USGS QUAD   -  BALL (1993)
 BX0716
 BX0716                         *CURRENT SURVEY CONTROL
 BX0716  ___________________________________________________________________
 BX0716* NAD 83(1986)-  31 27 54.     (N)    092 27 43.     (W)     SCALED    
 BX0716* NAVD 88     -        55.91   (+/-2cm)     183.4    (feet)  VERTCON   
 BX0716  ___________________________________________________________________
 BX0716  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX0716
 BX0716  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0716
 BX0716.The horizontal coordinates were scaled from a topographic map and have
 BX0716.an estimated accuracy of +/- 6 seconds.
 BX0716
 BX0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0716.The vertical order pertains to the NGVD 29 superseded value.
 BX0716
 BX0716.The geoid height was determined by GEOID03.
 BX0716
 BX0716;                    North         East    Units  Estimated Accuracy
 BX0716;SPC LA N     -   107,000.    1,003,620.      MT  (+/- 180 meters Scaled)
 BX0716
 BX0716                          SUPERSEDED SURVEY CONTROL
 BX0716
 BX0716  NGVD 29 (??/??/??)   55.898  (m)          183.39   (f) ADJUSTED    1 2
 BX0716
 BX0716.Superseded values are not recommended for survey control.
 BX0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0716.See file dsdata.txt to determine how the superseded data were derived.
 BX0716
 BX0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ511812(NAD 83)
 BX0716_MARKER: DB = BENCH MARK DISK
 BX0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0716_STAMPING: U 110 1945
 BX0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0716+STABILITY: SURFACE MOTION
 BX0716
 BX0716  HISTORY     - Date     Condition        Report By
 BX0716  HISTORY     - 1945     MONUMENTED       CGS
 BX0716  HISTORY     - 1966     GOOD             CGS
 BX0716
 BX0716                          STATION DESCRIPTION
 BX0716
 BX0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0716'2.4 MI W FROM SIMMS.
 BX0716'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 768 FROM THE STATION SIGN AT
 BX0716'SIMMS SIDING ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 0.6 MILE WEST
 BX0716'OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTHWEST TO THE SO BIG
 BX0716'HUNTING LODGE, ABOUT 0.1 MILE EAST OF A POINT WHERE A POWER LINE
 BX0716'CROSSES OVER THE HIGHWAY, ON THE INSIDE AND NEAR THE NORTHEAST END OF
 BX0716'A CURVE, ABOUT 89 YARDS SOUTHWEST OF THE NORTHWEST END OF A 48-INCH
 BX0716'PIPE CULVERT, 50 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 BX0716'1/2 FEET SOUTHEAST OF A FENCE, 2.3 FEET SOUTHWEST OF A WOODEN WITNESS
 BX0716'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BX0716'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0688 ***********************************************************************
 CQ0688  DESIGNATION -  U 114
 CQ0688  PID         -  CQ0688
 CQ0688  STATE/COUNTY-  LA/OUACHITA
 CQ0688  USGS QUAD   -  BOSCO (1982)
 CQ0688
 CQ0688                         *CURRENT SURVEY CONTROL
 CQ0688  ___________________________________________________________________
 CQ0688* NAD 83(1986)-  32 17 46.     (N)    092 06 01.     (W)     SCALED    
 CQ0688* NAVD 88     -        20.20   (+/-2cm)      66.3    (feet)  VERTCON   
 CQ0688  ___________________________________________________________________
 CQ0688  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0688
 CQ0688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0688
 CQ0688.The horizontal coordinates were scaled from a topographic map and have
 CQ0688.an estimated accuracy of +/- 6 seconds.
 CQ0688
 CQ0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0688.The vertical order pertains to the NGVD 29 superseded value.
 CQ0688
 CQ0688.The geoid height was determined by GEOID03.
 CQ0688
 CQ0688;                    North         East    Units  Estimated Accuracy
 CQ0688;SPC LA N     -   199,220.    1,037,650.      MT  (+/- 180 meters Scaled)
 CQ0688
 CQ0688                          SUPERSEDED SURVEY CONTROL
 CQ0688
 CQ0688  NGVD 29 (??/??/??)   20.230  (m)           66.37   (f) ADJUSTED    2 0
 CQ0688
 CQ0688.Superseded values are not recommended for survey control.
 CQ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0688.See file dsdata.txt to determine how the superseded data were derived.
 CQ0688
 CQ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR847736(NAD 83)
 CQ0688_MARKER: DB = BENCH MARK DISK
 CQ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0688_STAMPING: U 114 1949
 CQ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0688+STABILITY: SURFACE MOTION
 CQ0688
 CQ0688  HISTORY     - Date     Condition        Report By
 CQ0688  HISTORY     - 1949     MONUMENTED       CGS
 CQ0688  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0688
 CQ0688                          STATION DESCRIPTION
 CQ0688
 CQ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0688'14.3 MI SE FROM LUNA.
 CQ0688'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0688'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 3.0 MILES SOUTHEAST ALONG A
 CQ0688'PARISH ROAD, THENCE 2.3 MILES EAST ALONG A PARISH ROAD, THENCE 1.3
 CQ0688'MILES SOUTH ALONG A WOODS ROAD, THENCE 2.0 MILES SOUTHEAST ALONG A
 CQ0688'WOODS ROAD, THENCE 1.0 MILE EAST ALONG A WOODS ROAD.  0.5 MILE WEST OF
 CQ0688'THE OUACHITA RIVER, 0.4 MILE WEST OF A FARMHOUSE, ALONG A NORTH AND
 CQ0688'SOUTH FENCE, 7 FEET NORTH OF THE CENTER OF A GATE, 1.3 FEET WEST OF A
 CQ0688'FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ0688'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CQ0688
 CQ0688                          STATION RECOVERY (1977)
 CQ0688
 CQ0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0584 ***********************************************************************
 CQ0584  DESIGNATION -  U 115
 CQ0584  PID         -  CQ0584
 CQ0584  STATE/COUNTY-  LA/OUACHITA
 CQ0584  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0584
 CQ0584                         *CURRENT SURVEY CONTROL
 CQ0584  ___________________________________________________________________
 CQ0584* NAD 83(1986)-  32 23 44.     (N)    092 12 08.     (W)     SCALED    
 CQ0584* NAVD 88     -        38.02   (+/-2cm)     124.7    (feet)  VERTCON   
 CQ0584  ___________________________________________________________________
 CQ0584  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0584
 CQ0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0584
 CQ0584.The horizontal coordinates were scaled from a topographic map and have
 CQ0584.an estimated accuracy of +/- 6 seconds.
 CQ0584
 CQ0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0584.The vertical order pertains to the NGVD 29 superseded value.
 CQ0584
 CQ0584.The geoid height was determined by GEOID03.
 CQ0584
 CQ0584;                    North         East    Units  Estimated Accuracy
 CQ0584;SPC LA N     -   210,210.    1,028,020.      MT  (+/- 180 meters Scaled)
 CQ0584
 CQ0584                          SUPERSEDED SURVEY CONTROL
 CQ0584
 CQ0584  NGVD 29 (??/??/??)   38.057  (m)          124.86   (f) ADJUSTED    2 0
 CQ0584
 CQ0584.Superseded values are not recommended for survey control.
 CQ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0584.See file dsdata.txt to determine how the superseded data were derived.
 CQ0584
 CQ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR750845(NAD 83)
 CQ0584_MARKER: DB = BENCH MARK DISK
 CQ0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0584_STAMPING: U 115 1949
 CQ0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0584+STABILITY: SURFACE MOTION
 CQ0584
 CQ0584  HISTORY     - Date     Condition        Report By
 CQ0584  HISTORY     - 1949     MONUMENTED       CGS
 CQ0584  HISTORY     - 1990     GOOD             USPSQD
 CQ0584  HISTORY     - 1991     GOOD             USPSQD
 CQ0584
 CQ0584                          STATION DESCRIPTION
 CQ0584
 CQ0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0584'7.4 MI N FROM LUNA.
 CQ0584'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0584'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 2.7 MILES NORTHWEST ALONG A
 CQ0584'PARISH ROAD, AT A T ROAD JUNCTION, 115 FEET EAST OF THE CENTER LINE OF
 CQ0584'STATE HIGHWAY 200, 104 FEET NORTH OF THE NORTHWEST CORNER OF THE P.
 CQ0584'MCKASKLE FARMHOUSE, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 CQ0584'LEADING EAST, 4 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE,
 CQ0584'1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CQ0584'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS IS 0.6 MILE
 CQ0584'SOUTH OF BENCH MARK T 115.
 CQ0584
 CQ0584                          STATION RECOVERY (1990)
 CQ0584
 CQ0584'RECOVERY NOTE BY US POWER SQUADRON 1990 (TDJ)
 CQ0584'RECOVERED IN GOOD CONDITION.
 CQ0584
 CQ0584                          STATION RECOVERY (1991)
 CQ0584
 CQ0584'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJ)
 CQ0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0806 ***********************************************************************
 CQ0806  DESIGNATION -  U 116
 CQ0806  PID         -  CQ0806
 CQ0806  STATE/COUNTY-  LA/CALDWELL
 CQ0806  USGS QUAD   -  BLANKSTON (1989)
 CQ0806
 CQ0806                         *CURRENT SURVEY CONTROL
 CQ0806  ___________________________________________________________________
 CQ0806* NAD 83(1986)-  32 14 12.     (N)    092 11 49.     (W)     SCALED    
 CQ0806* NAVD 88     -        58.76   (+/-2cm)     192.8    (feet)  VERTCON   
 CQ0806  ___________________________________________________________________
 CQ0806  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0806
 CQ0806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0806
 CQ0806.The horizontal coordinates were scaled from a topographic map and have
 CQ0806.an estimated accuracy of +/- 6 seconds.
 CQ0806
 CQ0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0806.The vertical order pertains to the NGVD 29 superseded value.
 CQ0806
 CQ0806.The geoid height was determined by GEOID03.
 CQ0806
 CQ0806;                    North         East    Units  Estimated Accuracy
 CQ0806;SPC LA N     -   192,590.    1,028,560.      MT  (+/- 180 meters Scaled)
 CQ0806
 CQ0806                          SUPERSEDED SURVEY CONTROL
 CQ0806
 CQ0806  NGVD 29 (??/??/??)   58.786  (m)          192.87   (f) ADJUSTED    2 0
 CQ0806
 CQ0806.Superseded values are not recommended for survey control.
 CQ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0806.See file dsdata.txt to determine how the superseded data were derived.
 CQ0806
 CQ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR756669(NAD 83)
 CQ0806_MARKER: DB = BENCH MARK DISK
 CQ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0806_STAMPING: U 116 1949
 CQ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0806+STABILITY: SURFACE MOTION
 CQ0806
 CQ0806  HISTORY     - Date     Condition        Report By
 CQ0806  HISTORY     - 1949     MONUMENTED       CGS
 CQ0806  HISTORY     - 1986     POOR             USPSQD
 CQ0806
 CQ0806                          STATION DESCRIPTION
 CQ0806
 CQ0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0806'4.8 MI E FROM VIXEN.
 CQ0806'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0806'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.7
 CQ0806'MILES EAST ALONG A PARISH ROAD, THENCE 1.0 MILE SOUTH ALONG A PARISH
 CQ0806'ROAD, AT A Y-JUNCTION OF ROADS, ON THE OUTSIDE OF A CURVE WITH
 CQ0806'TANGENTS LEADING SOUTH AND NORTHWEST, 22 FEET WEST OF THE CENTER LINE
 CQ0806'OF A WOODS ROAD LEADING NORTH INTO THE WOODS, 19 FEET NORTHEAST OF THE
 CQ0806'CENTER LINE OF THE MAIN ROAD, 4 FEET SOUTHEAST OF A POWER LINE POLE,
 CQ0806'AT A POINT WHERE THE POWER LINE CROSSES OVER THE ROAD, 1.6 FEET
 CQ0806'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 CQ0806'DEPTH OF 4 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0806
 CQ0806                          STATION RECOVERY (1986)
 CQ0806
 CQ0806'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0806'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0646 ***********************************************************************
 CQ0646  DESIGNATION -  U 117
 CQ0646  PID         -  CQ0646
 CQ0646  STATE/COUNTY-  LA/OUACHITA
 CQ0646  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0646
 CQ0646                         *CURRENT SURVEY CONTROL
 CQ0646  ___________________________________________________________________
 CQ0646* NAD 83(1986)-  32 26 14.     (N)    092 13 46.     (W)     SCALED    
 CQ0646* NAVD 88     -        53.57   (+/-2cm)     175.8    (feet)  VERTCON   
 CQ0646  ___________________________________________________________________
 CQ0646  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ0646
 CQ0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0646
 CQ0646.The horizontal coordinates were scaled from a topographic map and have
 CQ0646.an estimated accuracy of +/- 6 seconds.
 CQ0646
 CQ0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0646.The vertical order pertains to the NGVD 29 superseded value.
 CQ0646
 CQ0646.The geoid height was determined by GEOID03.
 CQ0646
 CQ0646;                    North         East    Units  Estimated Accuracy
 CQ0646;SPC LA N     -   214,830.    1,025,440.      MT  (+/- 180 meters Scaled)
 CQ0646
 CQ0646                          SUPERSEDED SURVEY CONTROL
 CQ0646
 CQ0646  NGVD 29 (??/??/??)   53.610  (m)          175.89   (f) ADJUSTED    2 0
 CQ0646
 CQ0646.Superseded values are not recommended for survey control.
 CQ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0646.See file dsdata.txt to determine how the superseded data were derived.
 CQ0646
 CQ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR724891(NAD 83)
 CQ0646_MARKER: DB = BENCH MARK DISK
 CQ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0646_STAMPING: U 117 1949
 CQ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0646+STABILITY: SURFACE MOTION
 CQ0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0646+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 CQ0646
 CQ0646  HISTORY     - Date     Condition        Report By
 CQ0646  HISTORY     - 1949     MONUMENTED       CGS
 CQ0646  HISTORY     - 20050609 GOOD             GEOCAC
 CQ0646
 CQ0646                          STATION DESCRIPTION
 CQ0646
 CQ0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0646'4.9 MI SW FROM BAWCOMVILLE.
 CQ0646'4.9 MILES SOUTHWEST ALONG A PARISH ROAD FROM THE BAWCOMVILLE GRADE
 CQ0646'SCHOOL AT BAWCOMVILLE, THENCE 0.9 MILE WEST ALONG A PARISH ROAD, AT
 CQ0646'THE SUMMIT OF A HILL SLOPING DOWN TO THE WEST, ABOUT 125 FEET
 CQ0646'SOUTHWEST OF A GREEN COLORED FARMHOUSE, 41 FEET WEST OF A CORNER FENCE
 CQ0646'POST AT AN ANGLE IN THE FENCE, 30 FEET NORTH OF THE CENTER LINE OF THE
 CQ0646'ROAD, 2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET
 CQ0646'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.2
 CQ0646'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.1 MILES
 CQ0646'EAST OF BENCH MARK V 117.
 CQ0646
 CQ0646                          STATION RECOVERY (2005)
 CQ0646
 CQ0646'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0671 ***********************************************************************
 CQ0671  DESIGNATION -  U 118
 CQ0671  PID         -  CQ0671
 CQ0671  STATE/COUNTY-  LA/OUACHITA
 CQ0671  USGS QUAD   -  CHATHAM SE (1982)
 CQ0671
 CQ0671                         *CURRENT SURVEY CONTROL
 CQ0671  ___________________________________________________________________
 CQ0671* NAD 83(1986)-  32 21 18.     (N)    092 15 21.     (W)     SCALED    
 CQ0671* NAVD 88     -        69.10   (+/-2cm)     226.7    (feet)  VERTCON   
 CQ0671  ___________________________________________________________________
 CQ0671  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0671
 CQ0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0671
 CQ0671.The horizontal coordinates were scaled from a topographic map and have
 CQ0671.an estimated accuracy of +/- 6 seconds.
 CQ0671
 CQ0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0671.The vertical order pertains to the NGVD 29 superseded value.
 CQ0671
 CQ0671.The geoid height was determined by GEOID03.
 CQ0671
 CQ0671;                    North         East    Units  Estimated Accuracy
 CQ0671;SPC LA N     -   205,700.    1,022,980.      MT  (+/- 180 meters Scaled)
 CQ0671
 CQ0671                          SUPERSEDED SURVEY CONTROL
 CQ0671
 CQ0671  NGVD 29 (??/??/??)   69.135  (m)          226.82   (f) ADJUSTED    2 0
 CQ0671
 CQ0671.Superseded values are not recommended for survey control.
 CQ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0671.See file dsdata.txt to determine how the superseded data were derived.
 CQ0671
 CQ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR700800(NAD 83)
 CQ0671_MARKER: DB = BENCH MARK DISK
 CQ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0671_STAMPING: U 118 1949
 CQ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0671+STABILITY: SURFACE MOTION
 CQ0671
 CQ0671  HISTORY     - Date     Condition        Report By
 CQ0671  HISTORY     - 1949     MONUMENTED       CGS
 CQ0671  HISTORY     - 1950     GOOD             CGS
 CQ0671  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0671
 CQ0671                          STATION DESCRIPTION
 CQ0671
 CQ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0671'4.4 MI NW FROM LUNA.
 CQ0671'1.3 MILES WEST ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0671'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 0.8 MILE WEST ALONG A PARISH
 CQ0671'ROAD, THENCE 2.3 MILES NORTH ALONG A PARISH ROAD.  AT A ROAD
 CQ0671'INTERSECTION, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST
 CQ0671'AND SOUTHEAST ROAD, 29 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 CQ0671'SOUTH ROAD, 8 FEET NORTHWEST OF A 4 INCH PINE TREE, 1.8 FEET NORTH OF
 CQ0671'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CQ0671'FOOT ABOVE THE GROUND.
 CQ0671
 CQ0671                          STATION RECOVERY (1978)
 CQ0671
 CQ0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0789 ***********************************************************************
 CQ0789  DESIGNATION -  U 119
 CQ0789  PID         -  CQ0789
 CQ0789  STATE/COUNTY-  LA/CALDWELL
 CQ0789  USGS QUAD   -  VIXEN (1989)
 CQ0789
 CQ0789                         *CURRENT SURVEY CONTROL
 CQ0789  ___________________________________________________________________
 CQ0789* NAD 83(1986)-  32 10 55.     (N)    092 17 04.     (W)     SCALED    
 CQ0789* NAVD 88     -        57.20   (+/-2cm)     187.7    (feet)  VERTCON   
 CQ0789  ___________________________________________________________________
 CQ0789  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0789
 CQ0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0789
 CQ0789.The horizontal coordinates were scaled from a topographic map and have
 CQ0789.an estimated accuracy of +/- 6 seconds.
 CQ0789
 CQ0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0789.The vertical order pertains to the NGVD 29 superseded value.
 CQ0789
 CQ0789.The geoid height was determined by GEOID03.
 CQ0789
 CQ0789;                    North         East    Units  Estimated Accuracy
 CQ0789;SPC LA N     -   186,510.    1,020,330.      MT  (+/- 180 meters Scaled)
 CQ0789
 CQ0789                          SUPERSEDED SURVEY CONTROL
 CQ0789
 CQ0789  NGVD 29 (??/??/??)   57.223  (m)          187.74   (f) ADJUSTED    2 0
 CQ0789
 CQ0789.Superseded values are not recommended for survey control.
 CQ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0789.See file dsdata.txt to determine how the superseded data were derived.
 CQ0789
 CQ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR674608(NAD 83)
 CQ0789_MARKER: DB = BENCH MARK DISK
 CQ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0789_STAMPING: U 119 1949
 CQ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0789+STABILITY: SURFACE MOTION
 CQ0789
 CQ0789  HISTORY     - Date     Condition        Report By
 CQ0789  HISTORY     - 1949     MONUMENTED       CGS
 CQ0789  HISTORY     - 1950     GOOD             CGS
 CQ0789  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0789
 CQ0789                          STATION DESCRIPTION
 CQ0789
 CQ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0789'5.8 MI S FROM VIXEN.
 CQ0789'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE JUNCTION OF
 CQ0789'STATE HIGHWAY NO. 17 WITH STATE HIGHWAY NO. 200 AT VIXEN, THENCE 3.9
 CQ0789'MILES SOUTHWEST ALONG A PARISH ROAD.  AT A 5-ROAD JUNCTION, 48 FEET
 CQ0789'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET SOUTHEAST OF
 CQ0789'THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 19 FEET EAST OF THE
 CQ0789'CENTER LINE OF THE NORTH-SOUTH ROAD, 11 FEET NORTHEAST OF A 14-INCH
 CQ0789'OAK WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.2 FEET
 CQ0789'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 CQ0789'OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 CQ0789'MARK IS LOCATED 1.1 MILES NORTHWEST OF BENCH MARK V 129.
 CQ0789
 CQ0789                          STATION RECOVERY (1986)
 CQ0789
 CQ0789'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0811 ***********************************************************************
 CQ0811  DESIGNATION -  U 120
 CQ0811  PID         -  CQ0811
 CQ0811  STATE/COUNTY-  LA/CALDWELL
 CQ0811  USGS QUAD   -  CLARKS (1989)
 CQ0811
 CQ0811                         *CURRENT SURVEY CONTROL
 CQ0811  ___________________________________________________________________
 CQ0811* NAD 83(1986)-  32 03 59.     (N)    092 13 32.     (W)     SCALED    
 CQ0811* NAVD 88     -        40.60   (+/-2cm)     133.2    (feet)  VERTCON   
 CQ0811  ___________________________________________________________________
 CQ0811  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0811
 CQ0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0811
 CQ0811.The horizontal coordinates were scaled from a topographic map and have
 CQ0811.an estimated accuracy of +/- 6 seconds.
 CQ0811
 CQ0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0811.The vertical order pertains to the NGVD 29 superseded value.
 CQ0811
 CQ0811.The geoid height was determined by GEOID03.
 CQ0811
 CQ0811;                    North         East    Units  Estimated Accuracy
 CQ0811;SPC LA N     -   173,710.    1,025,910.      MT  (+/- 180 meters Scaled)
 CQ0811
 CQ0811                          SUPERSEDED SURVEY CONTROL
 CQ0811
 CQ0811  NGVD 29 (??/??/??)   40.620  (m)          133.27   (f) ADJUSTED    2 0
 CQ0811
 CQ0811.Superseded values are not recommended for survey control.
 CQ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0811.See file dsdata.txt to determine how the superseded data were derived.
 CQ0811
 CQ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR730480(NAD 83)
 CQ0811_MARKER: DB = BENCH MARK DISK
 CQ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0811_STAMPING: U 120 1950
 CQ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0811+STABILITY: SURFACE MOTION
 CQ0811
 CQ0811  HISTORY     - Date     Condition        Report By
 CQ0811  HISTORY     - 1950     MONUMENTED       CGS
 CQ0811  HISTORY     - 19860110 MARK NOT FOUND   USPSQD
 CQ0811
 CQ0811                          STATION DESCRIPTION
 CQ0811
 CQ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0811'8.65 MI NW FROM GRAYSON.
 CQ0811'6.85 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI PACIFIC
 CQ0811'RAILROAD STATION AT GRAYSON, THENCE 0.8 MILE WEST ALONG A GRADED DIRT
 CQ0811'ROAD, THENCE 1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD. 59.8 FEET
 CQ0811'SOUTH OF THE SOUTHEAST CORNER OF A FARMHOUSE, 36 FEET NORTHWEST OF THE
 CQ0811'CENTER LINE OF THE ROAD, 1.7 FEET SOUTHEAST OF A FENCE, 1.2 FEET
 CQ0811'NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CQ0811'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0811
 CQ0811                          STATION RECOVERY (1986)
 CQ0811
 CQ0811'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1627 ***********************************************************************
 BX1627  DESIGNATION -  U 121
 BX1627  PID         -  BX1627
 BX1627  STATE/COUNTY-  LA/GRANT
 BX1627  USGS QUAD   -  SAVAGE CREEK (1985)
 BX1627
 BX1627                         *CURRENT SURVEY CONTROL
 BX1627  ___________________________________________________________________
 BX1627* NAD 83(1986)-  31 40 58.     (N)    092 40 43.     (W)     SCALED    
 BX1627* NAVD 88     -        45.44   (+/-2cm)     149.1    (feet)  VERTCON   
 BX1627  ___________________________________________________________________
 BX1627  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX1627
 BX1627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1627
 BX1627.The horizontal coordinates were scaled from a topographic map and have
 BX1627.an estimated accuracy of +/- 6 seconds.
 BX1627
 BX1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1627.The vertical order pertains to the NGVD 29 superseded value.
 BX1627
 BX1627.The geoid height was determined by GEOID03.
 BX1627
 BX1627;                    North         East    Units  Estimated Accuracy
 BX1627;SPC LA N     -   131,150.      983,070.      MT  (+/- 180 meters Scaled)
 BX1627
 BX1627                          SUPERSEDED SURVEY CONTROL
 BX1627
 BX1627  NGVD 29 (??/??/??)   45.447  (m)          149.10   (f) ADJUSTED    2 0
 BX1627
 BX1627.Superseded values are not recommended for survey control.
 BX1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1627.See file dsdata.txt to determine how the superseded data were derived.
 BX1627
 BX1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR304053(NAD 83)
 BX1627_MARKER: DB = BENCH MARK DISK
 BX1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1627_STAMPING: U 121 1949
 BX1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1627+STABILITY: SURFACE MOTION
 BX1627
 BX1627  HISTORY     - Date     Condition        Report By
 BX1627  HISTORY     - 1949     MONUMENTED       CGS
 BX1627
 BX1627                          STATION DESCRIPTION
 BX1627
 BX1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1627'5.5 MI SE FROM NEW VERDA.
 BX1627'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1627'VERDA, THENCE 2.7 MILES SOUTHEAST ALONG STATE HIGHWAYS 162 AND 475,
 BX1627'THENCE 1.6 MILES EAST ALONG A WINDING DIRT ROAD, 49 FEET SOUTHEAST OF
 BX1627'THE CENTER LINE OF THE ROAD, 56.0 FEET EAST OF THE SOUTHEAST CORNER OF
 BX1627'A SMALL WOODEN BRIDGE, 38.0 FEET EAST OF A 14 INCH TRIANGULAR BLAZED
 BX1627'PINE TREE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BX1627'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1402 ***********************************************************************
 BX1402  DESIGNATION -  U 122
 BX1402  PID         -  BX1402
 BX1402  STATE/COUNTY-  LA/GRANT
 BX1402  USGS QUAD   -  ALOHA (1992)
 BX1402
 BX1402                         *CURRENT SURVEY CONTROL
 BX1402  ___________________________________________________________________
 BX1402* NAD 83(1986)-  31 36 40.     (N)    092 46 20.     (W)     SCALED    
 BX1402* NAVD 88     -        30.37   (+/-2cm)      99.6    (feet)  VERTCON   
 BX1402  ___________________________________________________________________
 BX1402  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1402
 BX1402  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1402
 BX1402.The horizontal coordinates were scaled from a topographic map and have
 BX1402.an estimated accuracy of +/- 6 seconds.
 BX1402
 BX1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1402.The vertical order pertains to the NGVD 29 superseded value.
 BX1402
 BX1402.The geoid height was determined by GEOID03.
 BX1402
 BX1402;                    North         East    Units  Estimated Accuracy
 BX1402;SPC LA N     -   123,230.      974,170.      MT  (+/- 180 meters Scaled)
 BX1402
 BX1402                          SUPERSEDED SURVEY CONTROL
 BX1402
 BX1402  NGVD 29 (??/??/??)   30.383  (m)           99.68   (f) ADJUSTED    1 2
 BX1402
 BX1402.Superseded values are not recommended for survey control.
 BX1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1402.See file dsdata.txt to determine how the superseded data were derived.
 BX1402
 BX1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ216973(NAD 83)
 BX1402_MARKER: DB = BENCH MARK DISK
 BX1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1402_STAMPING: U 122 1949
 BX1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1402+STABILITY: SURFACE MOTION
 BX1402
 BX1402  HISTORY     - Date     Condition        Report By
 BX1402  HISTORY     - 1949     MONUMENTED       CGS
 BX1402  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1402
 BX1402                          STATION DESCRIPTION
 BX1402
 BX1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1402'2.85 MI NW FROM ALOHA.
 BX1402'1.85 MILES NORTHWEST ALONG U.S. HIGHWAY 71 FROM THE ELEMENTARY SCHOOL
 BX1402'AT ALOHA, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY C 1432, 52 FEET
 BX1402'EAST OF THE CENTER LINE OF THE HIGHWAY, 17.0 FEET NORTHEAST OF A
 BX1402'TELEPHONE POLE, 8.0 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A
 BX1402'FENCE, 8.0 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1402'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1402
 BX1402                          STATION RECOVERY (2001)
 BX1402
 BX1402'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 BX1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0386 ***********************************************************************
 BX0386  DESIGNATION -  U 123
 BX0386  PID         -  BX0386
 BX0386  STATE/COUNTY-  LA/CALDWELL
 BX0386  USGS QUAD   -  HOLUM (1988)
 BX0386
 BX0386                         *CURRENT SURVEY CONTROL
 BX0386  ___________________________________________________________________
 BX0386* NAD 83(1986)-  31 57 37.     (N)    092 07 03.     (W)     SCALED    
 BX0386* NAVD 88     -        49.94   (+/-2cm)     163.8    (feet)  VERTCON   
 BX0386  ___________________________________________________________________
 BX0386  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0386
 BX0386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0386
 BX0386.The horizontal coordinates were scaled from a topographic map and have
 BX0386.an estimated accuracy of +/- 6 seconds.
 BX0386
 BX0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0386.The vertical order pertains to the NGVD 29 superseded value.
 BX0386
 BX0386.The geoid height was determined by GEOID03.
 BX0386
 BX0386;                    North         East    Units  Estimated Accuracy
 BX0386;SPC LA N     -   161,970.    1,036,160.      MT  (+/- 180 meters Scaled)
 BX0386
 BX0386                          SUPERSEDED SURVEY CONTROL
 BX0386
 BX0386  NGVD 29 (??/??/??)   49.955  (m)          163.89   (f) ADJUSTED    2 0
 BX0386
 BX0386.Superseded values are not recommended for survey control.
 BX0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0386.See file dsdata.txt to determine how the superseded data were derived.
 BX0386
 BX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR833363(NAD 83)
 BX0386_MARKER: DB = BENCH MARK DISK
 BX0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0386_STAMPING: U 123 1949
 BX0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0386+STABILITY: SURFACE MOTION
 BX0386
 BX0386  HISTORY     - Date     Condition        Report By
 BX0386  HISTORY     - 1949     MONUMENTED       CGS
 BX0386  HISTORY     - 1950     GOOD             CGS
 BX0386
 BX0386                          STATION DESCRIPTION
 BX0386
 BX0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0386'4.15 MI SE FROM KELLY.
 BX0386'4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 246 FROM THE MISSOURI PACIFIC
 BX0386'RAILROAD STATION AT KELLY, 0.2 MILE SOUTH OF THE JUNCTION OF STATE
 BX0386'HIGHWAYS 246 AND 1932, 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 BX0386'OLD CHURCH, 37 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8
 BX0386'FEET SOUTHEAST OF A 14 INCH PINE TREE WHICH IS IN THE CHURCH YARD, 6
 BX0386'FEET NORTH OF A POWER POLE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN
 BX0386'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0511 ***********************************************************************
 BX0511  DESIGNATION -  U 124
 BX0511  PID         -  BX0511
 BX0511  STATE/COUNTY-  LA/LA SALLE
 BX0511  USGS QUAD   -  JENA WEST (1985)
 BX0511
 BX0511                         *CURRENT SURVEY CONTROL
 BX0511  ___________________________________________________________________
 BX0511* NAD 83(1986)-  31 44 26.     (N)    092 14 36.     (W)     SCALED    
 BX0511* NAVD 88     -        43.48   (+/-2cm)     142.7    (feet)  VERTCON   
 BX0511  ___________________________________________________________________
 BX0511  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0511
 BX0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0511
 BX0511.The horizontal coordinates were scaled from a topographic map and have
 BX0511.an estimated accuracy of +/- 6 seconds.
 BX0511
 BX0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0511.The vertical order pertains to the NGVD 29 superseded value.
 BX0511
 BX0511.The geoid height was determined by GEOID03.
 BX0511
 BX0511;                    North         East    Units  Estimated Accuracy
 BX0511;SPC LA N     -   137,580.    1,024,320.      MT  (+/- 180 meters Scaled)
 BX0511
 BX0511                          SUPERSEDED SURVEY CONTROL
 BX0511
 BX0511  NGVD 29 (??/??/??)   43.477  (m)          142.64   (f) ADJUSTED    2 0
 BX0511
 BX0511.Superseded values are not recommended for survey control.
 BX0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0511.See file dsdata.txt to determine how the superseded data were derived.
 BX0511
 BX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR716119(NAD 83)
 BX0511_MARKER: DB = BENCH MARK DISK
 BX0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0511_SP_SET: BASE
 BX0511_STAMPING: U 124 1949
 BX0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0511
 BX0511  HISTORY     - Date     Condition        Report By
 BX0511  HISTORY     - 1949     MONUMENTED       CGS
 BX0511  HISTORY     - 1950     GOOD             CGS
 BX0511
 BX0511                          STATION DESCRIPTION
 BX0511
 BX0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0511'8.0 MI NW FROM JENA.
 BX0511'8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BX0511'JENA, AT A JUNCTION WITH A GRAVELED ROAD LEADING NORTH, 109 FEET EAST
 BX0511'OF THE CENTER LINE OF THE HIGHWAY, 75 FEET SOUTH OF THE CENTER LINE OF
 BX0511'THE GRAVELED ROAD, IN THE MOST NORTHEASTERLY ONE OF 4 CONCRETE TOWER
 BX0511'BASES, SET IN THE TOP OF A CONCRETE TOWER BASE WHICH PROJECTS 1.3 FEET
 BX0511'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0498 ***********************************************************************
 BX0498  DESIGNATION -  U 125
 BX0498  PID         -  BX0498
 BX0498  STATE/COUNTY-  LA/LA SALLE
 BX0498  USGS QUAD   -  TULLOS (1984)
 BX0498
 BX0498                         *CURRENT SURVEY CONTROL
 BX0498  ___________________________________________________________________
 BX0498* NAD 83(1986)-  31 45 06.     (N)    092 15 15.     (W)     SCALED    
 BX0498* NAVD 88     -        61.99   (+/-2cm)     203.4    (feet)  VERTCON   
 BX0498  ___________________________________________________________________
 BX0498  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0498
 BX0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0498
 BX0498.The horizontal coordinates were scaled from a topographic map and have
 BX0498.an estimated accuracy of +/- 6 seconds.
 BX0498
 BX0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0498.The vertical order pertains to the NGVD 29 superseded value.
 BX0498
 BX0498.The geoid height was determined by GEOID03.
 BX0498
 BX0498;                    North         East    Units  Estimated Accuracy
 BX0498;SPC LA N     -   138,810.    1,023,290.      MT  (+/- 180 meters Scaled)
 BX0498
 BX0498                          SUPERSEDED SURVEY CONTROL
 BX0498
 BX0498  NGVD 29 (??/??/??)   61.996  (m)          203.40   (f) ADJUSTED    2 0
 BX0498
 BX0498.Superseded values are not recommended for survey control.
 BX0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0498.See file dsdata.txt to determine how the superseded data were derived.
 BX0498
 BX0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR706131(NAD 83)
 BX0498_MARKER: DB = BENCH MARK DISK
 BX0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0498_STAMPING: U 125 1950
 BX0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0498+STABILITY: SURFACE MOTION
 BX0498
 BX0498  HISTORY     - Date     Condition        Report By
 BX0498  HISTORY     - 1950     MONUMENTED       CGS
 BX0498
 BX0498                          STATION DESCRIPTION
 BX0498
 BX0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0498'6.25 MI SE FROM TULLOS.
 BX0498'0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 165 FROM THE FIRST BAPTIST
 BX0498'CHURCH AT TULLOS, THENCE 5.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 84.
 BX0498'130 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A T ROAD LEADING
 BX0498'SOUTHWEST TO BAY SPRINGS FIRE TOWER, 69.0 FEET EAST OF THE NORTHEAST
 BX0498'END OF A 24-INCH CONCRETE TUBE CULVERT, 62 FEET NORTHEAST OF THE
 BX0498'CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTHEAST OF A REFERENCE POST,
 BX0498'SET IN THE TOP OF A 3.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BX0498'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0456 ***********************************************************************
 BX0456  DESIGNATION -  U 126
 BX0456  PID         -  BX0456
 BX0456  STATE/COUNTY-  LA/CALDWELL
 BX0456  USGS QUAD   -  HOLUM (1988)
 BX0456
 BX0456                         *CURRENT SURVEY CONTROL
 BX0456  ___________________________________________________________________
 BX0456* NAD 83(1986)-  31 55 40.     (N)    092 02 04.     (W)     SCALED    
 BX0456* NAVD 88     -        67.50   (+/-2cm)     221.5    (feet)  VERTCON   
 BX0456  ___________________________________________________________________
 BX0456  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0456
 BX0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0456
 BX0456.The horizontal coordinates were scaled from a topographic map and have
 BX0456.an estimated accuracy of +/- 6 seconds.
 BX0456
 BX0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0456.The vertical order pertains to the NGVD 29 superseded value.
 BX0456
 BX0456.The geoid height was determined by GEOID03.
 BX0456
 BX0456;                    North         East    Units  Estimated Accuracy
 BX0456;SPC LA N     -   158,400.    1,044,020.      MT  (+/- 180 meters Scaled)
 BX0456
 BX0456                          SUPERSEDED SURVEY CONTROL
 BX0456
 BX0456  NGVD 29 (??/??/??)   67.509  (m)          221.49   (f) ADJUSTED    2 0
 BX0456
 BX0456.Superseded values are not recommended for survey control.
 BX0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0456.See file dsdata.txt to determine how the superseded data were derived.
 BX0456
 BX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR912328(NAD 83)
 BX0456_MARKER: DB = BENCH MARK DISK
 BX0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0456_SP_SET: CONCRETE POST
 BX0456_STAMPING: U 126 1950
 BX0456_MARK LOGO: CGS   
 BX0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0456+STABILITY: SURFACE MOTION
 BX0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0456+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 BX0456
 BX0456  HISTORY     - Date     Condition        Report By
 BX0456  HISTORY     - 1950     MONUMENTED       CGS
 BX0456  HISTORY     - 19890606 GOOD             LADTD
 BX0456
 BX0456                          STATION DESCRIPTION
 BX0456
 BX0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0456'3.7 MI NW FROM ROSEFIELD.
 BX0456'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0456'ROSEFIELD, 0.15 MILE NORTH OF THE CALDWELL-LA SALLE PARISH LINE, ON
 BX0456'TOP OF A SMALL HILL, AT A FARMHOUSE, 108 FEET WEST OF THE CENTER LINE
 BX0456'OF THE HIGHWAY, 73 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 BX0456'DRIVEWAY, 39 FEET EAST OF A FENCE CORNER, 18.5 FEET SOUTH OF A FENCE,
 BX0456'1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0456'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BX0456
 BX0456                          STATION RECOVERY (1989)
 BX0456
 BX0456'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX0456'THE STATION IS LOCATED ABOUT 10.1 KM (6.30 MI) SOUTHEAST OF HOLUM AND
 BX0456'6.0 KM (3.75 MI) NORTHWEST OF ROSEFIELD.  OWNERSHIP--UNKNOWN.
 BX0456'TO REACH THE STATION FROM THE CEMETERY AT ROSEFIELD, AT THE JUNCTION
 BX0456'OF STATE HIGHWAYS 124 AND 126, GO NORTHWEST FOR 6.0 KM (3.75 MI) ON
 BX0456'HIGHWAY 126 TO THE MARK ON THE LEFT AT A FARMHOUSE ON TOP OF A SMALL
 BX0456'HILL, ABOUT 0.2 KM (0.10 MI) NORTH OF THE CALDWELL-LA SALLE PARISH
 BX0456'LINE,  32.9 M (107.9 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BX0456'22.3 M (73.2 FT) NORTH FROM THE CENTER OF A DRIVE, 5.6 M (18.4 FT)
 BX0456'WEST FROM A FENCE, 5.5 M (18.0 FT) WEST-SOUTHWEST FROM A FENCE CORNER,
 BX0456'0.9 M (3.0 FT) SOUTH FROM A FENCE AND 0.5 M (1.6 FT) WEST FROM A
 BX0456'WITNESS POST.  THE MARK IS PROJECTING 5 CM ABOVE THE GROUND AND ABOUT
 BX0456'0.6 M (2.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0839 ***********************************************************************
 CQ0839  DESIGNATION -  U 127
 CQ0839  PID         -  CQ0839
 CQ0839  STATE/COUNTY-  LA/CALDWELL
 CQ0839  USGS QUAD   -  COTTON PLANT (1989)
 CQ0839
 CQ0839                         *CURRENT SURVEY CONTROL
 CQ0839  ___________________________________________________________________
 CQ0839* NAD 83(1986)-  32 06 26.     (N)    092 16 40.     (W)     SCALED    
 CQ0839* NAVD 88     -        52.88   (+/-2cm)     173.5    (feet)  VERTCON   
 CQ0839  ___________________________________________________________________
 CQ0839  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0839
 CQ0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0839
 CQ0839.The horizontal coordinates were scaled from a topographic map and have
 CQ0839.an estimated accuracy of +/- 6 seconds.
 CQ0839
 CQ0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0839.The vertical order pertains to the NGVD 29 superseded value.
 CQ0839
 CQ0839.The geoid height was determined by GEOID03.
 CQ0839
 CQ0839;                    North         East    Units  Estimated Accuracy
 CQ0839;SPC LA N     -   178,220.    1,020,970.      MT  (+/- 180 meters Scaled)
 CQ0839
 CQ0839                          SUPERSEDED SURVEY CONTROL
 CQ0839
 CQ0839  NGVD 29 (??/??/??)   52.903  (m)          173.57   (f) ADJUSTED    2 0
 CQ0839
 CQ0839.Superseded values are not recommended for survey control.
 CQ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0839.See file dsdata.txt to determine how the superseded data were derived.
 CQ0839
 CQ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR681525(NAD 83)
 CQ0839_MARKER: DB = BENCH MARK DISK
 CQ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0839_STAMPING: U 127 1950
 CQ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0839+STABILITY: SURFACE MOTION
 CQ0839
 CQ0839  HISTORY     - Date     Condition        Report By
 CQ0839  HISTORY     - 1950     MONUMENTED       CGS
 CQ0839  HISTORY     - 19860310 MARK NOT FOUND   USPSQD
 CQ0839
 CQ0839                          STATION DESCRIPTION
 CQ0839
 CQ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0839'11.65 MI NW FROM GRAYSON.
 CQ0839'11.65 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI
 CQ0839'PACIFIC RAILROAD STATION AT GRAYSON, 116 FEET NORTH OF THE CENTER LINE
 CQ0839'OF THE HIGHWAY, 33 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE
 CQ0839'LEADING NORTH TO A FARMHOUSE, 10 FEET EAST OF THE EXTENDED WEST WALL
 CQ0839'OF A FARMHOUSE LOCATED ON THE NORTH SIDE OF THE HIGHWAY, 1.4 FEET WEST
 CQ0839'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0839'0.2 FOOT ABOVE THE GROUND.
 CQ0839
 CQ0839                          STATION RECOVERY (1986)
 CQ0839
 CQ0839'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1580 ***********************************************************************
 BX1580  DESIGNATION -  U 128
 BX1580  PID         -  BX1580
 BX1580  STATE/COUNTY-  LA/WINN
 BX1580  USGS QUAD   -  WINNFIELD EAST (1984)
 BX1580
 BX1580                         *CURRENT SURVEY CONTROL
 BX1580  ___________________________________________________________________
 BX1580* NAD 83(1986)-  31 57 42.     (N)    092 31 35.     (W)     SCALED    
 BX1580* NAVD 88     -        50.91   (+/-2cm)     167.0    (feet)  VERTCON   
 BX1580  ___________________________________________________________________
 BX1580  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX1580
 BX1580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1580
 BX1580.The horizontal coordinates were scaled from a topographic map and have
 BX1580.an estimated accuracy of +/- 6 seconds.
 BX1580
 BX1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1580.The vertical order pertains to the NGVD 29 superseded value.
 BX1580
 BX1580.The geoid height was determined by GEOID03.
 BX1580
 BX1580;                    North         East    Units  Estimated Accuracy
 BX1580;SPC LA N     -   162,060.      997,510.      MT  (+/- 180 meters Scaled)
 BX1580
 BX1580                          SUPERSEDED SURVEY CONTROL
 BX1580
 BX1580  NGVD 29 (??/??/??)   50.933  (m)          167.10   (f) ADJUSTED    2 0
 BX1580
 BX1580.Superseded values are not recommended for survey control.
 BX1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1580.See file dsdata.txt to determine how the superseded data were derived.
 BX1580
 BX1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR447362(NAD 83)
 BX1580_MARKER: DB = BENCH MARK DISK
 BX1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1580_STAMPING: U 128 1950
 BX1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1580+STABILITY: SURFACE MOTION
 BX1580
 BX1580  HISTORY     - Date     Condition        Report By
 BX1580  HISTORY     - 1950     MONUMENTED       CGS
 BX1580  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1580
 BX1580                          STATION DESCRIPTION
 BX1580
 BX1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX1580'7.2 MI NE FROM WINNFIELD.
 BX1580'6.2 MILES NORTHEAST ALONG THE TREMONT AND GULF RAILWAY FROM THE
 BX1580'STATION AT WINNFIELD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD,
 BX1580'THENCE 0.6 MILE EAST ALONG A GRADED DIRT ROAD, ON THE OUTSIDE OF A
 BX1580'WIDE CURVE, AT A JUNCTION WITH A WOODS ROAD LEADING SOUTHWEST, 47 FEET
 BX1580'SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF THE CENTER
 BX1580'LINE OF THE WOODS ROAD, 1.5 FEET SOUTHEAST OF A REFERENCE POST, AND
 BX1580'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BX1580'GROUND.
 BX1580
 BX1580                          STATION RECOVERY (1981)
 BX1580
 BX1580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0794 ***********************************************************************
 CQ0794  DESIGNATION -  U 129
 CQ0794  PID         -  CQ0794
 CQ0794  STATE/COUNTY-  LA/CALDWELL
 CQ0794  USGS QUAD   -  BLANKSTON (1989)
 CQ0794
 CQ0794                         *CURRENT SURVEY CONTROL
 CQ0794  ___________________________________________________________________
 CQ0794* NAD 83(1986)-  32 08 03.     (N)    092 12 23.     (W)     SCALED    
 CQ0794* NAVD 88     -        34.26   (+/-2cm)     112.4    (feet)  VERTCON   
 CQ0794  ___________________________________________________________________
 CQ0794  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0794
 CQ0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0794
 CQ0794.The horizontal coordinates were scaled from a topographic map and have
 CQ0794.an estimated accuracy of +/- 6 seconds.
 CQ0794
 CQ0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0794.The vertical order pertains to the NGVD 29 superseded value.
 CQ0794
 CQ0794.The geoid height was determined by GEOID03.
 CQ0794
 CQ0794;                    North         East    Units  Estimated Accuracy
 CQ0794;SPC LA N     -   181,230.    1,027,700.      MT  (+/- 180 meters Scaled)
 CQ0794
 CQ0794                          SUPERSEDED SURVEY CONTROL
 CQ0794
 CQ0794  NGVD 29 (??/??/??)   34.289  (m)          112.50   (f) ADJUSTED    2 0
 CQ0794
 CQ0794.Superseded values are not recommended for survey control.
 CQ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0794.See file dsdata.txt to determine how the superseded data were derived.
 CQ0794
 CQ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR748555(NAD 83)
 CQ0794_MARKER: DB = BENCH MARK DISK
 CQ0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0794_STAMPING: U 129 1950
 CQ0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0794+STABILITY: SURFACE MOTION
 CQ0794
 CQ0794  HISTORY     - Date     Condition        Report By
 CQ0794  HISTORY     - 1950     MONUMENTED       CGS
 CQ0794  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0794  HISTORY     - 19860110 MARK NOT FOUND   USPSQD
 CQ0794
 CQ0794                          STATION DESCRIPTION
 CQ0794
 CQ0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0794'1.9 MI W FROM MOUNT PLEASANT.
 CQ0794'1.9 MILES WEST ALONG A PARISH ROAD FROM THE MOUNT PLEASANT CHURCH AT
 CQ0794'MOUNT PLEASANT, ABOUT 300 FEET EAST OF THE SECOND WOODEN BRIDGE WEST
 CQ0794'OF THE EAST END OF A LONG FILL, IN A SMALL CLEARING, 112 FEET NORTH OF
 CQ0794'THE CENTER LINE OF THE ROAD, 26 FEET NORTHWEST OF A 30-INCH PINE WITH
 CQ0794'A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 14 FEET WEST OF AN
 CQ0794'8-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 10
 CQ0794'FEET NORTHEAST OF AN 8-INCH GUM WITH A TRIANGULAR BLAZE ON THE SOUTH
 CQ0794'SIDE OF THE TREE, 2 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF
 CQ0794'A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.5 FOOT ABOVE THE
 CQ0794'GROUND.
 CQ0794
 CQ0794                          STATION RECOVERY (1986)
 CQ0794
 CQ0794'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0794'MARK NOT FOUND.
 CQ0794
 CQ0794                          STATION RECOVERY (1986)
 CQ0794
 CQ0794'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0464 ***********************************************************************
 BX0464  DESIGNATION -  U 131
 BX0464  PID         -  BX0464
 BX0464  STATE/COUNTY-  LA/LA SALLE
 BX0464  USGS QUAD   -  NICKEL (1984)
 BX0464
 BX0464                         *CURRENT SURVEY CONTROL
 BX0464  ___________________________________________________________________
 BX0464* NAD 83(1986)-  31 52 08.     (N)    092 00 48.     (W)     SCALED    
 BX0464* NAVD 88     -        87.20   (+/-2cm)     286.1    (feet)  VERTCON   
 BX0464  ___________________________________________________________________
 BX0464  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0464
 BX0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0464
 BX0464.The horizontal coordinates were scaled from a topographic map and have
 BX0464.an estimated accuracy of +/- 6 seconds.
 BX0464
 BX0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0464.The vertical order pertains to the NGVD 29 superseded value.
 BX0464
 BX0464.The geoid height was determined by GEOID03.
 BX0464
 BX0464;                    North         East    Units  Estimated Accuracy
 BX0464;SPC LA N     -   151,880.    1,046,050.      MT  (+/- 180 meters Scaled)
 BX0464
 BX0464                          SUPERSEDED SURVEY CONTROL
 BX0464
 BX0464  NGVD 29 (??/??/??)   87.199  (m)          286.09   (f) ADJUSTED    2 0
 BX0464
 BX0464.Superseded values are not recommended for survey control.
 BX0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0464.See file dsdata.txt to determine how the superseded data were derived.
 BX0464
 BX0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR933263(NAD 83)
 BX0464_MARKER: DB = BENCH MARK DISK
 BX0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0464_STAMPING: U 131 1950
 BX0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0464+STABILITY: SURFACE MOTION
 BX0464
 BX0464  HISTORY     - Date     Condition        Report By
 BX0464  HISTORY     - 1950     MONUMENTED       CGS
 BX0464
 BX0464                          STATION DESCRIPTION
 BX0464
 BX0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0464'2.6 MI S FROM ROSEFIELD.
 BX0464'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0464'ROSEFIELD, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BX0464'0.6 MILE SOUTHEAST ALONG A WINDING DIRT ROAD, AT THE TOP OF A HILL, 22
 BX0464'FEET EAST OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF AN 8 INCH
 BX0464'TRIANGULAR BLAZED OAK TREE, 15 FEET SOUTH OF AN 8 INCH TRIANGULAR
 BX0464'BLAZED PINE TREE, 3.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BX0464'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1726 ***********************************************************************
 BW1726  DESIGNATION -  U 132
 BW1726  PID         -  BW1726
 BW1726  STATE/COUNTY-  LA/CATAHOULA
 BW1726  USGS QUAD   -  MANIFEST (1983)
 BW1726
 BW1726                         *CURRENT SURVEY CONTROL
 BW1726  ___________________________________________________________________
 BW1726* NAD 83(1986)-  31 39 07.     (N)    091 59 59.     (W)     SCALED    
 BW1726* NAVD 88     -        19.27   (+/-2cm)      63.2    (feet)  VERTCON   
 BW1726  ___________________________________________________________________
 BW1726  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1726
 BW1726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1726
 BW1726.The horizontal coordinates were scaled from a topographic map and have
 BW1726.an estimated accuracy of +/- 6 seconds.
 BW1726
 BW1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1726.The vertical order pertains to the NGVD 29 superseded value.
 BW1726
 BW1726.The geoid height was determined by GEOID03.
 BW1726
 BW1726;                    North         East    Units  Estimated Accuracy
 BW1726;SPC LA N     -   127,830.    1,047,450.      MT  (+/- 180 meters Scaled)
 BW1726
 BW1726                          SUPERSEDED SURVEY CONTROL
 BW1726
 BW1726  NGVD 29 (??/??/92)   19.265  (m)           63.21   (f) ADJ UNCH    2 0
 BW1726
 BW1726.Superseded values are not recommended for survey control.
 BW1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1726.See file dsdata.txt to determine how the superseded data were derived.
 BW1726
 BW1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR948022(NAD 83)
 BW1726_MARKER: DB = BENCH MARK DISK
 BW1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1726_STAMPING: U 132 1950
 BW1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1726+STABILITY: SURFACE MOTION
 BW1726
 BW1726  HISTORY     - Date     Condition        Report By
 BW1726  HISTORY     - 1950     MONUMENTED       CGS
 BW1726
 BW1726                          STATION DESCRIPTION
 BW1726
 BW1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1726'1.05 MI NE FROM RHINEHART.
 BW1726'1.05 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BW1726'RHINEHART, 225 FEET SOUTHWEST OF A FARMHOUSE WHICH IS ON THE WEST SIDE
 BW1726'OF THE HIGHWAY, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 BW1726'SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 9 FEET SOUTHEAST OF
 BW1726'THE CENTER OF A WIRE GATE, 13.5 FEET NORTHWEST OF THE CENTER OF A
 BW1726'BOARD GATE, 1.0 FEET NORTHEAST OF A FENCE, 1.6 FEET NORTHWEST OF A
 BW1726'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BW1726'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1727 ***********************************************************************
 BW1727  DESIGNATION -  U 132 RESET 1975
 BW1727  PID         -  BW1727
 BW1727  STATE/COUNTY-  LA/CATAHOULA
 BW1727  USGS QUAD   -  MANIFEST (1983)
 BW1727
 BW1727                         *CURRENT SURVEY CONTROL
 BW1727  ___________________________________________________________________
 BW1727* NAD 83(1986)-  31 39 07.     (N)    091 59 59.     (W)     SCALED    
 BW1727* NAVD 88     -        18.98   (+/-2cm)      62.3    (feet)  VERTCON   
 BW1727  ___________________________________________________________________
 BW1727  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1727
 BW1727  VERT ORDER  -  THIRD (See Below)
 BW1727
 BW1727.The horizontal coordinates were scaled from a topographic map and have
 BW1727.an estimated accuracy of +/- 6 seconds.
 BW1727
 BW1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1727.The vertical order pertains to the NGVD 29 superseded value.
 BW1727
 BW1727.The geoid height was determined by GEOID03.
 BW1727
 BW1727;                    North         East    Units  Estimated Accuracy
 BW1727;SPC LA N     -   127,830.    1,047,450.      MT  (+/- 180 meters Scaled)
 BW1727
 BW1727                          SUPERSEDED SURVEY CONTROL
 BW1727
 BW1727  NGVD 29 (09/18/05)   18.98   (m)           62.3    (f) RESET       3  
 BW1727
 BW1727.Superseded values are not recommended for survey control.
 BW1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1727.See file dsdata.txt to determine how the superseded data were derived.
 BW1727
 BW1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR948022(NAD 83)
 BW1727_MARKER: DB = BENCH MARK DISK
 BW1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1727_SP_SET: ROD
 BW1727_STAMPING: U 132 RESET 1975
 BW1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1727
 BW1727  HISTORY     - Date     Condition        Report By
 BW1727  HISTORY     - 1975     MONUMENTED       NGS
 BW1727
 BW1727                          STATION DESCRIPTION
 BW1727
 BW1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BW1727'1.05 MI NE FROM RHINEHART.
 BW1727'LOCATED 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE CROSSING
 BW1727'OF THE LOUISIANA AND ARKANSAS RAILROAD AT RHINEHART, ACROSS THE
 BW1727'HIGHWAY FROM THE ALICE ALEXANDRIA RESIDENCE, 45 FEET SOUTHEAST OF THE
 BW1727'PROJECTED CENTER OF A DRIVEWAY LEADING EAST TO THE ALEXANDRIA FARM
 BW1727'HOUSE, 57 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 1 FOOT
 BW1727'SOUTHWEST OF A FENCE CORNER AT A GATE IN THE RIGHT-OF-WAY FENCE LINE,
 BW1727'1 FOOT NORTHWEST OF A FENCE LINE AND 1 FOOT SOUTHWEST OF A METAL
 BW1727'WITNESS POST.  IT IS A SHORT ROD TYPE MARK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0886 ***********************************************************************
 CQ0886  DESIGNATION -  U 137
 CQ0886  PID         -  CQ0886
 CQ0886  STATE/COUNTY-  LA/WINN
 CQ0886  USGS QUAD   -  COTTON PLANT (1989)
 CQ0886
 CQ0886                         *CURRENT SURVEY CONTROL
 CQ0886  ___________________________________________________________________
 CQ0886* NAD 83(1986)-  32 00 39.     (N)    092 20 30.     (W)     SCALED    
 CQ0886* NAVD 88     -        43.03   (+/-2cm)     141.2    (feet)  VERTCON   
 CQ0886  ___________________________________________________________________
 CQ0886  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0886
 CQ0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0886
 CQ0886.The horizontal coordinates were scaled from a topographic map and have
 CQ0886.an estimated accuracy of +/- 6 seconds.
 CQ0886
 CQ0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0886.The vertical order pertains to the NGVD 29 superseded value.
 CQ0886
 CQ0886.The geoid height was determined by GEOID03.
 CQ0886
 CQ0886;                    North         East    Units  Estimated Accuracy
 CQ0886;SPC LA N     -   167,530.    1,014,960.      MT  (+/- 180 meters Scaled)
 CQ0886
 CQ0886                          SUPERSEDED SURVEY CONTROL
 CQ0886
 CQ0886  NGVD 29 (??/??/??)   43.057  (m)          141.26   (f) ADJUSTED    2 0
 CQ0886
 CQ0886.Superseded values are not recommended for survey control.
 CQ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0886.See file dsdata.txt to determine how the superseded data were derived.
 CQ0886
 CQ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR621418(NAD 83)
 CQ0886_MARKER: DB = BENCH MARK DISK
 CQ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0886_STAMPING: U 137 1950
 CQ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0886+STABILITY: SURFACE MOTION
 CQ0886
 CQ0886  HISTORY     - Date     Condition        Report By
 CQ0886  HISTORY     - 1950     MONUMENTED       CGS
 CQ0886
 CQ0886                          STATION DESCRIPTION
 CQ0886
 CQ0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0886'11.3 MI NW FROM OLLA.
 CQ0886'11.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 CQ0886'PACIFIC RAILROAD STATION AT OLLA, ON THE SIDE OF A HILL SLOPING DOWN
 CQ0886'TO THE SOUTHEAST, IN LINE WITH A ROW OF TELEPHONE POLES, 26 FEET
 CQ0886'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHEAST OF A
 CQ0886'24-INCH TWIN PINE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE
 CQ0886'TREE, 9 FEET NORTH OF A 12-INCH OAK WITH A TRIANGULAR BLAZE ON THE
 CQ0886'NORTHEAST SIDE OF THE TREE, 1.5 FEET NORTHWEST OF A REFERENCE POST,
 CQ0886'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CQ0886'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0887 ***********************************************************************
 CQ0887  DESIGNATION -  U 137 RESET 1961
 CQ0887  PID         -  CQ0887
 CQ0887  STATE/COUNTY-  LA/WINN
 CQ0887  USGS QUAD   -  COTTON PLANT (1989)
 CQ0887
 CQ0887                         *CURRENT SURVEY CONTROL
 CQ0887  ___________________________________________________________________
 CQ0887* NAD 83(1986)-  32 00 39.     (N)    092 20 31.     (W)     SCALED    
 CQ0887* NAVD 88     -        43.09   (+/-2cm)     141.4    (feet)  VERTCON   
 CQ0887  ___________________________________________________________________
 CQ0887  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0887
 CQ0887  VERT ORDER  -  THIRD (See Below)
 CQ0887
 CQ0887.The horizontal coordinates were scaled from a topographic map and have
 CQ0887.an estimated accuracy of +/- 6 seconds.
 CQ0887
 CQ0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0887.The vertical order pertains to the NGVD 29 superseded value.
 CQ0887
 CQ0887.The geoid height was determined by GEOID03.
 CQ0887
 CQ0887;                    North         East    Units  Estimated Accuracy
 CQ0887;SPC LA N     -   167,520.    1,014,930.      MT  (+/- 180 meters Scaled)
 CQ0887
 CQ0887                          SUPERSEDED SURVEY CONTROL
 CQ0887
 CQ0887  NGVD 29 (??/??/??)   43.12   (m)          141.5    (f) RESET       3  
 CQ0887
 CQ0887.Superseded values are not recommended for survey control.
 CQ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0887.See file dsdata.txt to determine how the superseded data were derived.
 CQ0887
 CQ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR621418(NAD 83)
 CQ0887_MARKER: DB = BENCH MARK DISK
 CQ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0887_STAMPING: U 137 RESET 1961
 CQ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0887+STABILITY: SURFACE MOTION
 CQ0887
 CQ0887  HISTORY     - Date     Condition        Report By
 CQ0887  HISTORY     - 1961     MONUMENTED       CGS
 CQ0887
 CQ0887                          STATION DESCRIPTION
 CQ0887
 CQ0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ0887'11.15 MI NW FROM OLLA.
 CQ0887'THIS MARK IS LOCATED 11.15 MILES NORTHWEST ALONG STATE HIGHWAY 127
 CQ0887'FROM THE MISSOURI PACIFIC RAILROAD STATION AT OLLA, ON THE SOUTHEAST
 CQ0887'SLOPE OF A HILL, ABOUT 100 YARDS SOUTHEAST OF THE TOP OF THE HILL, 0.4
 CQ0887'MILE NORTHWEST OF A CULVERT UNDER THE HIGHWAY AT A CURVE IN THE ROAD,
 CQ0887'0.3 MILE SOUTHEAST OF A ROAD LEADING NORTH, 53 FEET SOUTHWEST OF THE
 CQ0887'CENTERLINE OF STATE HIGHWAY 127, 18 FEET NORTHEAST OF A DIM WOODS
 CQ0887'ROAD, 16 FEET SOUTHEAST OF A DIM WOODS ROAD, 6 FEET SOUTHEAST OF THREE
 CQ0887'OAK TREES IN A CLUSTER ABOUT 4 INCHES IN DIAMETER, AND ONE FOOT
 CQ0887'SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF AN 8-INCH SQUARE
 CQ0887'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2388 ***********************************************************************
 CP2388  DESIGNATION -  U 138
 CP2388  PID         -  CP2388
 CP2388  STATE/COUNTY-  LA/CALDWELL
 CP2388  USGS QUAD   -  MASON (1983)
 CP2388
 CP2388                         *CURRENT SURVEY CONTROL
 CP2388  ___________________________________________________________________
 CP2388* NAD 83(1986)-  32 00 30.     (N)    091 59 44.     (W)     SCALED    
 CP2388* NAVD 88     -        23.36   (+/-2cm)      76.6    (feet)  VERTCON   
 CP2388  ___________________________________________________________________
 CP2388  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CP2388
 CP2388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP2388
 CP2388.The horizontal coordinates were scaled from a topographic map and have
 CP2388.an estimated accuracy of +/- 6 seconds.
 CP2388
 CP2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2388.The vertical order pertains to the NGVD 29 superseded value.
 CP2388
 CP2388.The geoid height was determined by GEOID03.
 CP2388
 CP2388;                    North         East    Units  Estimated Accuracy
 CP2388;SPC LA N     -   167,350.    1,047,660.      MT  (+/- 180 meters Scaled)
 CP2388
 CP2388                          SUPERSEDED SURVEY CONTROL
 CP2388
 CP2388  NGVD 29 (??/??/92)   23.370  (m)           76.67   (f) ADJ UNCH    2 0
 CP2388
 CP2388.Superseded values are not recommended for survey control.
 CP2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2388.See file dsdata.txt to determine how the superseded data were derived.
 CP2388
 CP2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR948418(NAD 83)
 CP2388_MARKER: DB = BENCH MARK DISK
 CP2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2388_STAMPING: U 138 1950
 CP2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2388+STABILITY: SURFACE MOTION
 CP2388
 CP2388  HISTORY     - Date     Condition        Report By
 CP2388  HISTORY     - 1950     MONUMENTED       CGS
 CP2388
 CP2388                          STATION DESCRIPTION
 CP2388
 CP2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CP2388'11.4 MI SE FROM COLUMBIA.
 CP2388'1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE METHODIST CHURCH
 CP2388'AT COLUMBIA, THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 1086,
 CP2388'THENCE 2.9 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 1.5 MILES
 CP2388'NORTHEAST ALONG A WINDING DIRT ROAD.  ON THE SOUTHWEST SIDE OF THE
 CP2388'OUACHITA RIVER, ON THE SIDE OF A HILL WHICH SLOPES TO THE NORTHEAST,
 CP2388'0.3 MILE WEST OF A FARMHOUSE, 34 FEET NORTHWEST OF THE CENTER LINE OF
 CP2388'THE ROAD, 34 FEET NORTHWEST OF THE CENTER OF A GATE, 1.8 FEET
 CP2388'SOUTHWEST OF A FENCE, 1.9 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 CP2388'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0349 ***********************************************************************
 CQ0349  DESIGNATION -  U 139
 CQ0349  PID         -  CQ0349
 CQ0349  STATE/COUNTY-  LA/CALDWELL
 CQ0349  USGS QUAD   -  CLARKS (1989)
 CQ0349
 CQ0349                         *CURRENT SURVEY CONTROL
 CQ0349  ___________________________________________________________________
 CQ0349* NAD 83(1986)-  32 00 53.     (N)    092 08 47.     (W)     SCALED    
 CQ0349* NAVD 88     -        38.64   (+/-2cm)     126.8    (feet)  VERTCON   
 CQ0349  ___________________________________________________________________
 CQ0349  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0349
 CQ0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0349
 CQ0349.The horizontal coordinates were scaled from a topographic map and have
 CQ0349.an estimated accuracy of +/- 6 seconds.
 CQ0349
 CQ0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0349.The vertical order pertains to the NGVD 29 superseded value.
 CQ0349
 CQ0349.The geoid height was determined by GEOID03.
 CQ0349
 CQ0349;                    North         East    Units  Estimated Accuracy
 CQ0349;SPC LA N     -   168,000.    1,033,410.      MT  (+/- 180 meters Scaled)
 CQ0349
 CQ0349                          SUPERSEDED SURVEY CONTROL
 CQ0349
 CQ0349  NGVD 29 (??/??/??)   38.659  (m)          126.83   (f) ADJUSTED    1 2
 CQ0349
 CQ0349.Superseded values are not recommended for survey control.
 CQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0349.See file dsdata.txt to determine how the superseded data were derived.
 CQ0349
 CQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR806423(NAD 83)
 CQ0349_MARKER: DB = BENCH MARK DISK
 CQ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0349_STAMPING: U 139 1950
 CQ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0349+STABILITY: SURFACE MOTION
 CQ0349
 CQ0349  HISTORY     - Date     Condition        Report By
 CQ0349  HISTORY     - 1950     MONUMENTED       CGS
 CQ0349  HISTORY     - 1966     GOOD             CGS
 CQ0349
 CQ0349                          STATION DESCRIPTION
 CQ0349
 CQ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0349'1.0 MI SW FROM CLARKS.
 CQ0349'ABOUT 1.0 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0349'STATION AT CLARKS, IN SECTION 15, T 12 N, R 3 E, ON THE CREST OF A
 CQ0349'SLIGHT HILL, IN A WOODED AREA BETWEEN STATE HIGHWAY 844 AND THE TRACK,
 CQ0349'131 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TRESTLE, 104 FEET EAST
 CQ0349'OF THE EAST RAIL OF THE MAIN TRACK, 130 FEET WEST OF THE CENTER LINE
 CQ0349'OF THE HIGHWAY, 112 FEET SOUTHEAST OF THE FIRST TELEPHONE POLE SOUTH
 CQ0349'OF MILEPOST 538/10, 8 FEET EAST OF FENCE, 1.5 FEET EAST OF A WOODEN
 CQ0349'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 CQ0349'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1727 ***********************************************************************
 CQ1727  DESIGNATION -  U 140
 CQ1727  PID         -  CQ1727
 CQ1727  STATE/COUNTY-  LA/DE SOTO
 CQ1727  USGS QUAD   -  KEATCHIE (1972)
 CQ1727
 CQ1727                         *CURRENT SURVEY CONTROL
 CQ1727  ___________________________________________________________________
 CQ1727* NAD 83(1986)-  32 12 55.     (N)    093 54 06.     (W)     SCALED    
 CQ1727* NAVD 88     -        96.144  (meters)     315.43   (feet)  ADJUSTED  
 CQ1727  ___________________________________________________________________
 CQ1727  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1727  DYNAMIC HT  -          96.034 (meters)     315.07  (feet)  COMP
 CQ1727  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CQ1727
 CQ1727  VERT ORDER  -  FIRST     CLASS II
 CQ1727
 CQ1727.The horizontal coordinates were scaled from a topographic map and have
 CQ1727.an estimated accuracy of +/- 6 seconds.
 CQ1727
 CQ1727.The orthometric height was determined by differential leveling
 CQ1727.and adjusted by the National Geodetic Survey in June 1991..
 CQ1727
 CQ1727.The geoid height was determined by GEOID03.
 CQ1727
 CQ1727.The dynamic height is computed by dividing the NAVD 88
 CQ1727.geopotential number by the normal gravity value computed on the
 CQ1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1727.degrees latitude (g = 980.6199 gals.).
 CQ1727
 CQ1727.The modeled gravity was interpolated from observed gravity values.
 CQ1727
 CQ1727;                    North         East    Units  Estimated Accuracy
 CQ1727;SPC LA N     -   191,040.      867,880.      MT  (+/- 180 meters Scaled)
 CQ1727
 CQ1727                          SUPERSEDED SURVEY CONTROL
 CQ1727
 CQ1727  NGVD 29 (??/??/??)   96.209  (m)          315.65   (f) ADJUSTED    1 2
 CQ1727
 CQ1727.Superseded values are not recommended for survey control.
 CQ1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1727.See file dsdata.txt to determine how the superseded data were derived.
 CQ1727
 CQ1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR150646(NAD 83)
 CQ1727_MARKER: DB = BENCH MARK DISK
 CQ1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1727_STAMPING: U 140 1952
 CQ1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1727+STABILITY: SURFACE MOTION
 CQ1727
 CQ1727  HISTORY     - Date     Condition        Report By
 CQ1727  HISTORY     - 1952     MONUMENTED       CGS
 CQ1727  HISTORY     - 1974     GOOD             LADTD
 CQ1727  HISTORY     - 1979     GOOD             NGS
 CQ1727  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ1727
 CQ1727                          STATION DESCRIPTION
 CQ1727
 CQ1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1727'2.5 MI NE FROM KEATCHIE.
 CQ1727'0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE TEXAS AND NEW
 CQ1727'ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 2.1 MILES NORTHEAST ALONG
 CQ1727'A GRAVELED ROAD, 200 YARDS NORTHWEST OF A FARMHOUSE, 38 FEET EAST OF
 CQ1727'THE CENTER LINE OF THE ROAD, AT THE WEST EDGE OF A PASTURE, 300 FEET
 CQ1727'SOUTH OF A FENCE LEADING EAST, 1 FOOT WEST OF A FENCE, 3 FEET NORTH OF
 CQ1727'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CQ1727'FOOT ABOVE THE GROUND.
 CQ1727
 CQ1727                          STATION RECOVERY (1974)
 CQ1727
 CQ1727'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 CQ1727'LOCATED 2.16 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ1727'OF LOUISIANA HIGHWAY 5, LOUISIANA HIGHWAY 172 AND LOUISIANA HIGHWAY
 CQ1727'789 IN KEATCHIE, 0.6 MILES SOUTH ALONG LOUISIANA HIGHWAY 789 FROM
 CQ1727'KEATCHIE BAYOU, 86 FEET NORTHEAST OF 16 INCH PINE, 36 FEET EAST OF
 CQ1727'CENTERLINE OF LOUISIANA HIGHWAY 789, 32 FEET SOUTH OF 18 INCH PINE.
 CQ1727'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND. A
 CQ1727'STEEL WITNESS POST IS SET 1.3 FEET WEST OF THE MARK.  SEC 10, T 14N, R
 CQ1727'15W.
 CQ1727
 CQ1727                          STATION RECOVERY (1979)
 CQ1727
 CQ1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1727'RECOVERED IN GOOD CONDITION.
 CQ1727
 CQ1727                          STATION RECOVERY (1996)
 CQ1727
 CQ1727'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0877 ***********************************************************************
 CQ0877  DESIGNATION -  U 142
 CQ0877  PID         -  CQ0877
 CQ0877  STATE/COUNTY-  LA/WINN
 CQ0877  USGS QUAD   -  SIKES (1989)
 CQ0877
 CQ0877                         *CURRENT SURVEY CONTROL
 CQ0877  ___________________________________________________________________
 CQ0877* NAD 83(1986)-  32 00 03.     (N)    092 28 39.     (W)     SCALED    
 CQ0877* NAVD 88     -        50.22   (+/-2cm)     164.8    (feet)  VERTCON   
 CQ0877  ___________________________________________________________________
 CQ0877  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0877
 CQ0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0877
 CQ0877.The horizontal coordinates were scaled from a topographic map and have
 CQ0877.an estimated accuracy of +/- 6 seconds.
 CQ0877
 CQ0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0877.The vertical order pertains to the NGVD 29 superseded value.
 CQ0877
 CQ0877.The geoid height was determined by GEOID03.
 CQ0877
 CQ0877;                    North         East    Units  Estimated Accuracy
 CQ0877;SPC LA N     -   166,410.    1,002,130.      MT  (+/- 180 meters Scaled)
 CQ0877
 CQ0877                          SUPERSEDED SURVEY CONTROL
 CQ0877
 CQ0877  NGVD 29 (??/??/??)   50.242  (m)          164.84   (f) ADJUSTED    2 0
 CQ0877
 CQ0877.Superseded values are not recommended for survey control.
 CQ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0877.See file dsdata.txt to determine how the superseded data were derived.
 CQ0877
 CQ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR493406(NAD 83)
 CQ0877_MARKER: DB = BENCH MARK DISK
 CQ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0877_STAMPING: U 142 1950
 CQ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0877+STABILITY: SURFACE MOTION
 CQ0877
 CQ0877  HISTORY     - Date     Condition        Report By
 CQ0877  HISTORY     - 1950     MONUMENTED       CGS
 CQ0877  HISTORY     - 1981     MARK NOT FOUND   USGS
 CQ0877  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0877
 CQ0877                          STATION DESCRIPTION
 CQ0877
 CQ0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0877'6.15 MI SE FROM SIKES.
 CQ0877'5.7 MILES SOUTH ALONG STATE HIGHWAY 788 FROM THE JUNCTION OF STATE
 CQ0877'HIGHWAYS 788 AND 110 AT SIKES, THENCE 0.45 MILE EAST ALONG A GRADED
 CQ0877'DIRT ROAD.  0.15 MILE EAST OF A WOODEN BRIDGE, 156.0 FEET NORTHWEST OF
 CQ0877'THE NORTHWEST CORNER OF AND ACROSS THE ROAD FROM AN ABANDONED
 CQ0877'FARMHOUSE, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.7 FEET
 CQ0877'SOUTH OF A 22-INCH PINE TREE, 2.8 FEET NORTH OF A REFERENCE POST AND
 CQ0877'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CQ0877'GROUND.
 CQ0877
 CQ0877                          STATION RECOVERY (1981)
 CQ0877
 CQ0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CQ0877'MARK NOT FOUND.
 CQ0877
 CQ0877                          STATION RECOVERY (1986)
 CQ0877
 CQ0877'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1762 ***********************************************************************
 CQ1762  DESIGNATION -  U 143
 CQ1762  PID         -  CQ1762
 CQ1762  STATE/COUNTY-  LA/CADDO
 CQ1762  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ1762
 CQ1762                         *CURRENT SURVEY CONTROL
 CQ1762  ___________________________________________________________________
 CQ1762* NAD 83(1986)-  32 28 17.     (N)    093 49 22.     (W)     SCALED    
 CQ1762* NAVD 88     -        75.765  (meters)     248.57   (feet)  ADJUSTED  
 CQ1762  ___________________________________________________________________
 CQ1762  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CQ1762  DYNAMIC HT  -          75.680 (meters)     248.29  (feet)  COMP
 CQ1762  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 CQ1762
 CQ1762  VERT ORDER  -  FIRST     CLASS II
 CQ1762
 CQ1762.The horizontal coordinates were scaled from a topographic map and have
 CQ1762.an estimated accuracy of +/- 6 seconds.
 CQ1762
 CQ1762.The orthometric height was determined by differential leveling
 CQ1762.and adjusted by the National Geodetic Survey in June 1991..
 CQ1762
 CQ1762.The geoid height was determined by GEOID03.
 CQ1762
 CQ1762.The dynamic height is computed by dividing the NAVD 88
 CQ1762.geopotential number by the normal gravity value computed on the
 CQ1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1762.degrees latitude (g = 980.6199 gals.).
 CQ1762
 CQ1762.The modeled gravity was interpolated from observed gravity values.
 CQ1762
 CQ1762;                    North         East    Units  Estimated Accuracy
 CQ1762;SPC LA N     -   219,340.      875,660.      MT  (+/- 180 meters Scaled)
 CQ1762
 CQ1762                          SUPERSEDED SURVEY CONTROL
 CQ1762
 CQ1762  NGVD 29 (??/??/??)   75.839  (m)          248.82   (f) ADJUSTED    1 2
 CQ1762
 CQ1762.Superseded values are not recommended for survey control.
 CQ1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1762.See file dsdata.txt to determine how the superseded data were derived.
 CQ1762
 CQ1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR226929(NAD 83)
 CQ1762_MARKER: DB = BENCH MARK DISK
 CQ1762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1762_SP_SET: CONCRETE BASE
 CQ1762_STAMPING: U 143 1954
 CQ1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1762
 CQ1762  HISTORY     - Date     Condition        Report By
 CQ1762  HISTORY     - 1955     MONUMENTED       CGS
 CQ1762  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1762  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ1762
 CQ1762                          STATION DESCRIPTION
 CQ1762
 CQ1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1762'5.7 MI SW FROM SHREVEPORT.
 CQ1762'4.65 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1762'UNION STATION AT SHREVEPORT, THENCE 0.25 MILE NORTH ALONG EMORY ROAD,
 CQ1762'THENCE 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 80, 200 FEET EAST OF THE
 CQ1762'EXTENDED CENTER LINE OF THE ENTRANCE TO THE LEO DRIVE IN THEATRE, 51
 CQ1762'FEET NORTHEAST OF THE NORTHEAST CORNER OFF A CAFE, 22.7 FEET SOUTH OF
 CQ1762'THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A TELEPHONE POLE,
 CQ1762'0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 2 X 2 FOOT CONCRETE
 CQ1762'BASE OF A LIGHT POLE, THE POLE HAS BEEN REMOVED.
 CQ1762
 CQ1762                          STATION RECOVERY (1990)
 CQ1762
 CQ1762'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1762'MARK NOT FOUND.
 CQ1762
 CQ1762                          STATION RECOVERY (1999)
 CQ1762
 CQ1762'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1043 ***********************************************************************
 BK1043  DESIGNATION -  U 15
 BK1043  PID         -  BK1043
 BK1043  STATE/COUNTY-  LA/RAPIDES
 BK1043  USGS QUAD   -  GLENMORA (1972)
 BK1043
 BK1043                         *CURRENT SURVEY CONTROL
 BK1043  ___________________________________________________________________
 BK1043* NAD 83(1986)-  30 56 42.     (N)    092 36 01.     (W)     SCALED    
 BK1043* NAVD 88     -        45.866  (meters)     150.48   (feet)  ADJUSTED  
 BK1043  ___________________________________________________________________
 BK1043  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BK1043  DYNAMIC HT  -          45.808 (meters)     150.29  (feet)  COMP
 BK1043  MODELED GRAV-     979,377.8   (mgal)                       NAVD 88
 BK1043
 BK1043  VERT ORDER  -  FIRST     CLASS I
 BK1043
 BK1043.The horizontal coordinates were scaled from a topographic map and have
 BK1043.an estimated accuracy of +/- 6 seconds.
 BK1043
 BK1043.The orthometric height was determined by differential leveling
 BK1043.and adjusted by the National Geodetic Survey in February 1994..
 BK1043
 BK1043.The geoid height was determined by GEOID03.
 BK1043
 BK1043.The dynamic height is computed by dividing the NAVD 88
 BK1043.geopotential number by the normal gravity value computed on the
 BK1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1043.degrees latitude (g = 980.6199 gals.).
 BK1043
 BK1043.The modeled gravity was interpolated from observed gravity values.
 BK1043
 BK1043;                    North         East    Units  Estimated Accuracy
 BK1043;SPC LA N     -    49,350.      990,420.      MT  (+/- 180 meters Scaled)
 BK1043
 BK1043                          SUPERSEDED SURVEY CONTROL
 BK1043
 BK1043  NAVD 88 (06/15/91)   45.859  (m)          150.46   (f) UNKNOWN     1 1
 BK1043  NGVD 29 (??/??/??)   45.844  (m)          150.41   (f) ADJUSTED    1 1
 BK1043
 BK1043.Superseded values are not recommended for survey control.
 BK1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1043.See file dsdata.txt to determine how the superseded data were derived.
 BK1043
 BK1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ381235(NAD 83)
 BK1043_MARKER: DB = BENCH MARK DISK
 BK1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1043_SP_SET: CULVERT
 BK1043_STAMPING: U 15 1934
 BK1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1043
 BK1043  HISTORY     - Date     Condition        Report By
 BK1043  HISTORY     - 1934     MONUMENTED       CGS
 BK1043  HISTORY     - 1970     GOOD             NGS
 BK1043  HISTORY     - 19990424 GOOD             USPSQD
 BK1043
 BK1043                          STATION DESCRIPTION
 BK1043
 BK1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1043'2.4 MI SW FROM GLENMORA.
 BK1043'ABOUT 2.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1043'TOWN HALL AT GLENMORA, 4 POLES SOUTHWEST OF MILEPOST 626, 9 FEET
 BK1043'NORTHWEST OF THE NORTHWEST RAIL, 98 FEET SOUTHEAST OF THE CENTER LINE
 BK1043'OF U.S. HIGHWAY 165, SET IN THE TOP OF THE SOUTHWEST END OF THE
 BK1043'NORTHWEST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE TRACK,
 BK1043'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 BK1043
 BK1043                          STATION RECOVERY (1999)
 BK1043
 BK1043'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1888 ***********************************************************************
 CQ1888  DESIGNATION -  U 177
 CQ1888  PID         -  CQ1888
 CQ1888  STATE/COUNTY-  LA/BOSSIER
 CQ1888  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1888
 CQ1888                         *CURRENT SURVEY CONTROL
 CQ1888  ___________________________________________________________________
 CQ1888* NAD 83(1986)-  32 53 29.     (N)    093 41 50.     (W)     SCALED    
 CQ1888* NAVD 88     -        81.795  (meters)     268.36   (feet)  ADJUSTED  
 CQ1888  ___________________________________________________________________
 CQ1888  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CQ1888  DYNAMIC HT  -          81.705 (meters)     268.06  (feet)  COMP
 CQ1888  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CQ1888
 CQ1888  VERT ORDER  -  FIRST     CLASS II
 CQ1888
 CQ1888.The horizontal coordinates were scaled from a topographic map and have
 CQ1888.an estimated accuracy of +/- 6 seconds.
 CQ1888
 CQ1888.The orthometric height was determined by differential leveling
 CQ1888.and adjusted by the National Geodetic Survey in June 1991..
 CQ1888.WARNING-Repeat measurements at this control monument indicate possible
 CQ1888.vertical movement.
 CQ1888
 CQ1888.The geoid height was determined by GEOID03.
 CQ1888
 CQ1888.The dynamic height is computed by dividing the NAVD 88
 CQ1888.geopotential number by the normal gravity value computed on the
 CQ1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1888.degrees latitude (g = 980.6199 gals.).
 CQ1888
 CQ1888.The modeled gravity was interpolated from observed gravity values.
 CQ1888
 CQ1888;                    North         East    Units  Estimated Accuracy
 CQ1888;SPC LA N     -   265,780.      887,980.      MT  (+/- 180 meters Scaled)
 CQ1888
 CQ1888                          SUPERSEDED SURVEY CONTROL
 CQ1888
 CQ1888  NGVD 29 (??/??/??)   81.864  (m)          268.58   (f) ADJUSTED    1 2
 CQ1888
 CQ1888.Superseded values are not recommended for survey control.
 CQ1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1888.See file dsdata.txt to determine how the superseded data were derived.
 CQ1888
 CQ1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS347394(NAD 83)
 CQ1888_MARKER: DB = BENCH MARK DISK
 CQ1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1888_STAMPING: U 177 1960
 CQ1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1888+STABILITY: SURFACE MOTION
 CQ1888
 CQ1888  HISTORY     - Date     Condition        Report By
 CQ1888  HISTORY     - 1961     MONUMENTED       CGS
 CQ1888  HISTORY     - 1969     GOOD             LADH
 CQ1888
 CQ1888                          STATION DESCRIPTION
 CQ1888
 CQ1888'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1888'1.0 MI S FROM PLAIN DEALING.
 CQ1888'1.0 MILE SOUTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1888'PLAIN DEALING, 6 POLES SOUTH OF MILEPOST 423, 25 FEET EAST OF EAST
 CQ1888'RAIL, 37 FEET WEST OF CENTER LINE OF A DIRT ROAD PARALLELING THE
 CQ1888'TRACKS ON THE EAST SIDE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT
 CQ1888'LEVEL WITH THE RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CQ1888'INCHES.  SEC 15, T 22N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1748 ***********************************************************************
 BJ1748  DESIGNATION -  U 179
 BJ1748  PID         -  BJ1748
 BJ1748  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1748  USGS QUAD   -  AMITE (1974)
 BJ1748
 BJ1748                         *CURRENT SURVEY CONTROL
 BJ1748  ___________________________________________________________________
 BJ1748* NAD 83(1986)-  30 40 28.     (N)    090 30 30.     (W)     SCALED    
 BJ1748* NAVD 88     -        28.888  (meters)      94.78   (feet)  ADJUSTED  
 BJ1748  ___________________________________________________________________
 BJ1748  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1748  DYNAMIC HT  -          28.850 (meters)      94.65  (feet)  COMP
 BJ1748  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ1748
 BJ1748  VERT ORDER  -  FIRST     CLASS I
 BJ1748
 BJ1748.The horizontal coordinates were scaled from a topographic map and have
 BJ1748.an estimated accuracy of +/- 6 seconds.
 BJ1748
 BJ1748.The orthometric height was determined by differential leveling
 BJ1748.and adjusted by the National Geodetic Survey in February 1994..
 BJ1748
 BJ1748.The geoid height was determined by GEOID03.
 BJ1748
 BJ1748.The dynamic height is computed by dividing the NAVD 88
 BJ1748.geopotential number by the normal gravity value computed on the
 BJ1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1748.degrees latitude (g = 980.6199 gals.).
 BJ1748
 BJ1748.The modeled gravity was interpolated from observed gravity values.
 BJ1748
 BJ1748;                    North         East    Units  Estimated Accuracy
 BJ1748;SPC LA S     -   241,320.    1,079,060.      MT  (+/- 180 meters Scaled)
 BJ1748
 BJ1748                          SUPERSEDED SURVEY CONTROL
 BJ1748
 BJ1748  NAVD 88 (06/15/91)   28.925  (m)           94.90   (f) UNKNOWN     1 1
 BJ1748  NGVD 29 (??/??/??)   28.907  (m)           94.84   (f) ADJUSTED    1 1
 BJ1748
 BJ1748.Superseded values are not recommended for survey control.
 BJ1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1748.See file dsdata.txt to determine how the superseded data were derived.
 BJ1748
 BJ1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP387961(NAD 83)
 BJ1748_MARKER: DB = BENCH MARK DISK
 BJ1748_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1748_SP_SET: FOOTING
 BJ1748_STAMPING: U 179 1959
 BJ1748_MARK LOGO: CGS   
 BJ1748_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1748+STABILITY: SURFACE MOTION
 BJ1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1748+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1748
 BJ1748  HISTORY     - Date     Condition        Report By
 BJ1748  HISTORY     - 1959     MONUMENTED       CGS
 BJ1748  HISTORY     - 1969     GOOD             CGS
 BJ1748  HISTORY     - 19920611 GOOD             NGS
 BJ1748
 BJ1748                          STATION DESCRIPTION
 BJ1748
 BJ1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1748'2.8 MI N FROM INDEPENDENCE.
 BJ1748'ABOUT 2.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1748'STATION AT INDEPENDENCE, SET ON THE TOP OF THE SOUTHEAST CORNER OF THE
 BJ1748'CONCRETE BASE FOR A 405-FOOT HIGH RADIO TOWER OF THE FREILER OIL FIELD
 BJ1748'AND LUMBER COMPANY, 300 FEET WEST OF AND ACROSS U. S. HIGHWAY 51 FROM
 BJ1748'THE WEST RAIL OF THE WEST TRACK, 215 FEET WEST OF THE CENTER LINE OF
 BJ1748'THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.  SEC 28, T 4S, R
 BJ1748'7E.
 BJ1748
 BJ1748                          STATION RECOVERY (1992)
 BJ1748
 BJ1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1748'0.2 KM (0.10 MI) WESTERLY ALONG MULBERRY STREET FROM THE POST OFFICE
 BJ1748'IN AMITE, THENCE 6.1 KM (3.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 51,
 BJ1748'NEAR THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR A RADIO TOWER
 BJ1748'(TOWER REMOVED), 66.3 M (217.5 FT) WEST OF THE CENTERLINE OF THE
 BJ1748'HIGHWAY, 2.1 M (6.9 FT) NORTH OF THE NORTHEAST CORNER OF A BUILDING
 BJ1748'(ABANDONED), 1.0 M (3.3 FT) SOUTH OF A WITNESS POST, AND 0.6 M
 BJ1748'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0071 ***********************************************************************
 BK0071  DESIGNATION -  U 180
 BK0071  PID         -  BK0071
 BK0071  STATE/COUNTY-  LA/EVANGELINE
 BK0071  USGS QUAD   -  VILLE PLATTE (1983)
 BK0071
 BK0071                         *CURRENT SURVEY CONTROL
 BK0071  ___________________________________________________________________
 BK0071* NAD 83(1986)-  30 41 57.     (N)    092 20 49.     (W)     SCALED    
 BK0071* NAVD 88     -        21.46   (+/-2cm)      70.4    (feet)  VERTCON   
 BK0071  ___________________________________________________________________
 BK0071  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0071
 BK0071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0071
 BK0071.The horizontal coordinates were scaled from a topographic map and have
 BK0071.an estimated accuracy of +/- 6 seconds.
 BK0071
 BK0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0071.The vertical order pertains to the NGVD 29 superseded value.
 BK0071
 BK0071.The geoid height was determined by GEOID03.
 BK0071
 BK0071;                    North         East    Units  Estimated Accuracy
 BK0071;SPC LA S     -   244,200.      902,900.      MT  (+/- 180 meters Scaled)
 BK0071
 BK0071                          SUPERSEDED SURVEY CONTROL
 BK0071
 BK0071  NGVD 29 (??/??/??)   21.425  (m)           70.29   (f) ADJUSTED    2 0
 BK0071
 BK0071.Superseded values are not recommended for survey control.
 BK0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0071.See file dsdata.txt to determine how the superseded data were derived.
 BK0071
 BK0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP625964(NAD 83)
 BK0071_MARKER: DB = BENCH MARK DISK
 BK0071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK0071_SP_SET: 96 FT.
 BK0071_STAMPING: U 180 1961
 BK0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0071
 BK0071  HISTORY     - Date     Condition        Report By
 BK0071  HISTORY     - 1961     MONUMENTED       CGS
 BK0071
 BK0071                          STATION DESCRIPTION
 BK0071
 BK0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0071'3.1 MI E FROM VIDRINE.
 BK0071'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL AT
 BK0071'VIDRINE, IN SECTION 25, T 4 S, R 1 E, 54 1/2 FEET NORTH OF THE CENTER
 BK0071'LINE OF THE HIGHWAY, 57 FEET NORTHEAST OF AND ACROSS A DIRT ROAD FROM
 BK0071'A POWER POLE, 24 1/2 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD
 BK0071'WHICH LEADS NORTH, 28 FEET SOUTH OF A BRACE POLE, 12 FEET NORTH OF A
 BK0071'CORNER FENCE POST, 3 1/2 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A
 BK0071'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 BK0071'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BK0071'DEPTH OF 96 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5
 BK0071'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1166 ***********************************************************************
 BX1166  DESIGNATION -  U 181
 BX1166  PID         -  BX1166
 BX1166  STATE/COUNTY-  LA/RAPIDES
 BX1166  USGS QUAD   -  ELMER (1971)
 BX1166
 BX1166                         *CURRENT SURVEY CONTROL
 BX1166  ___________________________________________________________________
 BX1166* NAD 83(1986)-  31 07 49.     (N)    092 40 21.     (W)     SCALED    
 BX1166* NAVD 88     -        54.86   (+/-2cm)     180.0    (feet)  VERTCON   
 BX1166  ___________________________________________________________________
 BX1166  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BX1166
 BX1166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1166
 BX1166.The horizontal coordinates were scaled from a topographic map and have
 BX1166.an estimated accuracy of +/- 6 seconds.
 BX1166
 BX1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1166.The vertical order pertains to the NGVD 29 superseded value.
 BX1166
 BX1166.The geoid height was determined by GEOID03.
 BX1166
 BX1166;                    North         East    Units  Estimated Accuracy
 BX1166;SPC LA N     -    69,900.      983,550.      MT  (+/- 180 meters Scaled)
 BX1166
 BX1166                          SUPERSEDED SURVEY CONTROL
 BX1166
 BX1166  NGVD 29 (??/??/??)   54.854  (m)          179.97   (f) ADJUSTED    2 0
 BX1166
 BX1166.Superseded values are not recommended for survey control.
 BX1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1166.See file dsdata.txt to determine how the superseded data were derived.
 BX1166
 BX1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ312440(NAD 83)
 BX1166_MARKER: DB = BENCH MARK DISK
 BX1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1166_STAMPING: U 181 1961
 BX1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1166+STABILITY: SURFACE MOTION
 BX1166
 BX1166  HISTORY     - Date     Condition        Report By
 BX1166  HISTORY     - 1961     MONUMENTED       CGS
 BX1166  HISTORY     - 19990424 GOOD             USPSQD
 BX1166
 BX1166                          STATION DESCRIPTION
 BX1166
 BX1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1166'5.45 MI E FROM HINESTON.
 BX1166'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF THE
 BX1166'HIGHWAY WITH STATE HIGHWAY 28 AT HINESTON, IN SECTION 21, T 2 N, R 3
 BX1166'W, 0.5 MILE EAST OF A STORE AND POST OFFICE AT ELMER, 59 FEET SOUTH OF
 BX1166'THE CENTER LINE OF THE HIGHWAY, 35 1/2 FEET EAST OF THE EXTENDED
 BX1166'CENTER LINE OF FOREST SERVICE ROAD NUMBER 283, 80 FEET SOUTHEAST OF
 BX1166'THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE FOREST SERVICE ROAD,
 BX1166'62 FEET EAST OF A 24-INCH OAK TREE, 9 FEET SOUTHEAST OF A FENCE
 BX1166'CORNER, 2 1/2 FEET NORTHEAST OF A FENCE, 2.5 FEET SOUTHEAST OF A METAL
 BX1166'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 BX1166'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BX1166
 BX1166                          STATION RECOVERY (1999)
 BX1166
 BX1166'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1941 ***********************************************************************
 BX1941  DESIGNATION -  U 182
 BX1941  PID         -  BX1941
 BX1941  STATE/COUNTY-  LA/VERNON
 BX1941  USGS QUAD   -  SLAGLE (1974)
 BX1941
 BX1941                         *CURRENT SURVEY CONTROL
 BX1941  ___________________________________________________________________
 BX1941* NAD 83(1986)-  31 12 00.     (N)    093 08 04.     (W)     SCALED    
 BX1941* NAVD 88     -        94.44   (+/-2cm)     309.8    (feet)  VERTCON   
 BX1941  ___________________________________________________________________
 BX1941  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BX1941
 BX1941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1941
 BX1941.The horizontal coordinates were scaled from a topographic map and have
 BX1941.an estimated accuracy of +/- 6 seconds.
 BX1941
 BX1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1941.The vertical order pertains to the NGVD 29 superseded value.
 BX1941
 BX1941.The geoid height was determined by GEOID03.
 BX1941
 BX1941;                    North         East    Units  Estimated Accuracy
 BX1941;SPC LA N     -    77,790.      939,540.      MT  (+/- 180 meters Scaled)
 BX1941
 BX1941                          SUPERSEDED SURVEY CONTROL
 BX1941
 BX1941  NGVD 29 (??/??/??)   94.508  (m)          310.06   (f) ADJUSTED    2 0
 BX1941
 BX1941.Superseded values are not recommended for survey control.
 BX1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1941.See file dsdata.txt to determine how the superseded data were derived.
 BX1941
 BX1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ871517(NAD 83)
 BX1941_MARKER: DB = BENCH MARK DISK
 BX1941_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1941_SP_SET: 12.5 FT.
 BX1941_STAMPING: U 182 1961
 BX1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1941
 BX1941  HISTORY     - Date     Condition        Report By
 BX1941  HISTORY     - 1961     MONUMENTED       CGS
 BX1941  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1941  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1941
 BX1941                          STATION DESCRIPTION
 BX1941
 BX1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1941'0.5 MI SW FROM SLAGLE.
 BX1941'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX1941'AND STORE AT SLAGLE, IN SECTION 36, T 3 N, R 8 W, SOUTHEAST OF AND
 BX1941'ACROSS THE HIGHWAY FROM A DIRT ROAD LEADING NORTHWEST, 109 FEET
 BX1941'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET SOUTHEAST OF A
 BX1941'TELEPHONE POLE, 25 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 16
 BX1941'FEET NORTHEAST OF A 12-INCH PINE TREE, 2 FEET NORTHWEST OF A FENCE,
 BX1941'2.4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BX1941'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BX1941'DRIVEN TO A DEPTH OF 12 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 BX1941'PROJECTS 5 INCHES.
 BX1941
 BX1941                          STATION RECOVERY (1994)
 BX1941
 BX1941'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1941'MARK NOT FOUND.
 BX1941
 BX1941                          STATION RECOVERY (2001)
 BX1941
 BX1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1941'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1208 ***********************************************************************
 BK1208  DESIGNATION -  U 183
 BK1208  PID         -  BK1208
 BK1208  STATE/COUNTY-  LA/VERNON
 BK1208  USGS QUAD   -  PITKIN (1972)
 BK1208
 BK1208                         *CURRENT SURVEY CONTROL
 BK1208  ___________________________________________________________________
 BK1208* NAD 83(1986)-  30 56 24.     (N)    092 56 45.     (W)     SCALED    
 BK1208* NAVD 88     -        45.13   (+/-2cm)     148.1    (feet)  VERTCON   
 BK1208  ___________________________________________________________________
 BK1208  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BK1208
 BK1208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1208
 BK1208.The horizontal coordinates were scaled from a topographic map and have
 BK1208.an estimated accuracy of +/- 6 seconds.
 BK1208
 BK1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1208.The vertical order pertains to the NGVD 29 superseded value.
 BK1208
 BK1208.The geoid height was determined by GEOID03.
 BK1208
 BK1208;                    North         East    Units  Estimated Accuracy
 BK1208;SPC LA N     -    48,880.      957,390.      MT  (+/- 180 meters Scaled)
 BK1208
 BK1208                          SUPERSEDED SURVEY CONTROL
 BK1208
 BK1208  NGVD 29 (??/??/??)   45.182  (m)          148.23   (f) ADJUSTED    2 0
 BK1208
 BK1208.Superseded values are not recommended for survey control.
 BK1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1208.See file dsdata.txt to determine how the superseded data were derived.
 BK1208
 BK1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ051229(NAD 83)
 BK1208_MARKER: DB = BENCH MARK DISK
 BK1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1208_SP_SET: CULVERT
 BK1208_STAMPING: U 183 1961
 BK1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1208
 BK1208  HISTORY     - Date     Condition        Report By
 BK1208  HISTORY     - 1961     MONUMENTED       CGS
 BK1208  HISTORY     - 1972     GOOD             LADTD
 BK1208  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1208  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1208
 BK1208                          STATION DESCRIPTION
 BK1208
 BK1208'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1208'0.80 MI W FROM PITKIN.
 BK1208'LOCATED ABOUT 0.80 MILES WEST ALONG LOUISIANA HIGHWAY 10 FROM THE POST
 BK1208'OFFICE AT PITKIN.  200 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK
 BK1208'OF THE SANTA FE RAILROAD.  IN THE CENTER OF THE SOUTH HEADWALL OF A 4
 BK1208'X 4 FOOT CONCRETE BOX CULVERT UNDER LOUISIANA HIGHWAY 10.  A STEEL
 BK1208'WITNESS POST IS SET 5 FEET SOUTHEAST OF THE MARK.
 BK1208
 BK1208                          STATION RECOVERY (1994)
 BK1208
 BK1208'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1208'MARK NOT FOUND.
 BK1208
 BK1208                          STATION RECOVERY (2001)
 BK1208
 BK1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1208'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1231 ***********************************************************************
 BJ1231  DESIGNATION -  U 19
 BJ1231  PID         -  BJ1231
 BJ1231  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1231  USGS QUAD   -  HAMMOND (1994)
 BJ1231
 BJ1231                         *CURRENT SURVEY CONTROL
 BJ1231  ___________________________________________________________________
 BJ1231* NAD 83(1986)-  30 36 38.     (N)    090 29 36.     (W)     SCALED    
 BJ1231* NAVD 88     -        22.233  (meters)      72.94   (feet)  ADJUSTED  
 BJ1231  ___________________________________________________________________
 BJ1231  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1231  DYNAMIC HT  -          22.204 (meters)      72.85  (feet)  COMP
 BJ1231  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 BJ1231
 BJ1231  VERT ORDER  -  FIRST     CLASS I
 BJ1231
 BJ1231.The horizontal coordinates were scaled from a topographic map and have
 BJ1231.an estimated accuracy of +/- 6 seconds.
 BJ1231
 BJ1231.The orthometric height was determined by differential leveling
 BJ1231.and adjusted by the National Geodetic Survey in February 1994..
 BJ1231
 BJ1231.The geoid height was determined by GEOID03.
 BJ1231
 BJ1231.The dynamic height is computed by dividing the NAVD 88
 BJ1231.geopotential number by the normal gravity value computed on the
 BJ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1231.degrees latitude (g = 980.6199 gals.).
 BJ1231
 BJ1231.The modeled gravity was interpolated from observed gravity values.
 BJ1231
 BJ1231;                    North         East    Units  Estimated Accuracy
 BJ1231;SPC LA S     -   234,240.    1,080,550.      MT  (+/- 180 meters Scaled)
 BJ1231
 BJ1231                          SUPERSEDED SURVEY CONTROL
 BJ1231
 BJ1231  NAVD 88 (06/15/91)   22.260  (m)           73.03   (f) UNKNOWN     1 1
 BJ1231  NGVD 29 (??/??/??)   22.241  (m)           72.97   (f) ADJUSTED    1 1
 BJ1231
 BJ1231.Superseded values are not recommended for survey control.
 BJ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1231.See file dsdata.txt to determine how the superseded data were derived.
 BJ1231
 BJ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP403891(NAD 83)
 BJ1231_MARKER: DB = BENCH MARK DISK
 BJ1231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1231_SP_SET: HEADWALL
 BJ1231_STAMPING: U 19 1934 73.261
 BJ1231_MARK LOGO: CGS   
 BJ1231_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1231+STABILITY: SURFACE MOTION
 BJ1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1231+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 BJ1231
 BJ1231  HISTORY     - Date     Condition        Report By
 BJ1231  HISTORY     - 1934     MONUMENTED       CGS
 BJ1231  HISTORY     - 1969     GOOD             CGS
 BJ1231  HISTORY     - 19920611 GOOD             NGS
 BJ1231  HISTORY     - 20060417 GOOD             NGS
 BJ1231
 BJ1231                          STATION DESCRIPTION
 BJ1231
 BJ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1231'1.7 MI S FROM INDEPENDENCE.
 BJ1231'ABOUT 1.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1231'STATION AT INDEPENDENCE, ALONG U. S. HIGHWAY 51, 38.5 FEET WEST OF THE
 BJ1231'WEST RAIL OF THE WEST TRACK, 20 FEET EAST OF THE CENTER LINE OF THE
 BJ1231'HIGHWAY, SET ON THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD
 BJ1231'WALL FOR A DOUBLE 4-FOOT BOX CULVERT UNDER THE U. S. HIGHWAY, ABOUT
 BJ1231'LEVEL WITH THE HIGHWAY AND 4 FEET BELOW THE LEVEL OF THE TRACK. SEC
 BJ1231'15, T 5S, R 7E.
 BJ1231
 BJ1231                          STATION RECOVERY (1992)
 BJ1231
 BJ1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1231'12.2 KM (7.60 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1231'THE POST OFFICE IN HAMMOND, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE
 BJ1231'SOUTH END OF THE EAST CONCRETE HEADWALL OF A DOUBLE BOX CULVERT, 16.0
 BJ1231'M (52.5 FT) WEST OF THE NEAR RAIL, 6.0 M (19.7 FT) EAST OF THE
 BJ1231'CENTERLINE OF U.S. HIGHWAY 51, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 BJ1231'THE HIGHWAY.
 BJ1231
 BJ1231                          STATION RECOVERY (2006)
 BJ1231
 BJ1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1176 ***********************************************************************
 AU1176  DESIGNATION -  U 196
 AU1176  PID         -  AU1176
 AU1176  STATE/COUNTY-  LA/ORLEANS
 AU1176  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU1176
 AU1176                         *CURRENT SURVEY CONTROL
 AU1176  ___________________________________________________________________
 AU1176* NAD 83(1992)-  29 55 16.17146(N)    090 00 52.63549(W)     ADJUSTED  
 AU1176* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU1176  **This station is located in a subsidence area (see below).
 AU1176  ___________________________________________________________________
 AU1176  X           -      -1,411.831 (meters)                     COMP
 AU1176  Y           -  -5,532,598.303 (meters)                     COMP
 AU1176  Z           -   3,162,788.815 (meters)                     COMP
 AU1176  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU1176  ELLIP HEIGHT-         -26.30  (meters)          (01/21/03) GPS OBS
 AU1176  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU1176  DYNAMIC HT  -          -0.2   (meters)      -1.    (feet)  COMP
 AU1176  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 AU1176
 AU1176  HORZ ORDER  -  FIRST
 AU1176  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1176  ELLP ORDER  -  FOURTH    CLASS II
 AU1176
 AU1176.The horizontal coordinates were established by GPS observations
 AU1176.and adjusted by the National Geodetic Survey in January 1993..
 AU1176
 AU1176 ** The orthometric height has not been validated since last determined
 AU1176 ** by differential leveling and should not be used for control purposes.
 AU1176 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1176 ** area with valid NAVD 88 orthometric heights.
 AU1176 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1176 ** epoch indicated which incorporates improved geoid heights for the
 AU1176 ** Southern Louisiana Subsidence area.
 AU1176 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1176.The orthometric height was scaled from a topographic map.
 AU1176.The vertical order pertains to the first NAVD 88 superseded value.
 AU1176
 AU1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1176
 AU1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1176
 AU1176.The ellipsoidal height was determined by GPS observations
 AU1176.and is referenced to NAD 83.
 AU1176
 AU1176.The geoid height was determined by GEOID03.
 AU1176
 AU1176.The dynamic height is computed by dividing the NAVD 88
 AU1176.geopotential number by the normal gravity value computed on the
 AU1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1176.degrees latitude (g = 980.6199 gals.).
 AU1176
 AU1176.The modeled gravity was interpolated from observed gravity values.
 AU1176
 AU1176;                    North         East     Units Scale Factor Converg.
 AU1176;SPC LA S     -   158,260.021 1,127,325.963   MT  0.99992671   +0 39 33.7
 AU1176;SPC LA S     -   519,224.75  3,698,568.60   sFT  0.99992671   +0 39 33.7
 AU1176;UTM  15      - 3,313,796.832   788,226.217   MT  1.00062510   +1 29 24.6
 AU1176;UTM  16      - 3,313,870.669   208,949.281   MT  1.00064529   -1 30 17.2
 AU1176
 AU1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1176!SPC LA S     -   1.00000413  x   0.99992671  =   0.99993084
 AU1176!UTM  15      -   1.00000413  x   1.00062510  =   1.00062923
 AU1176!UTM  16      -   1.00000413  x   1.00064529  =   1.00064942
 AU1176
 AU1176                          SUPERSEDED SURVEY CONTROL
 AU1176
 AU1176  ELLIP H (01/21/93)  -26.29   (m)                       GP(       ) 4 2
 AU1176  NAD 83(1986)-  29 55 16.18790(N)    090 00 52.63449(W) AD(       ) 1
 AU1176  NAVD 88 (02/14/94)   -0.210  (m)           -0.69   (f) UNKNOWN     1 2
 AU1176  NGVD 29 (05/21/91)   -0.150  (m)           -0.49   (f) ADJUSTED    1 2
 AU1176
 AU1176.Superseded values are not recommended for survey control.
 AU1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1176.See file dsdata.txt to determine how the superseded data were derived.
 AU1176
 AU1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8822613797(NAD 83)
 AU1176_MARKER: DB = BENCH MARK DISK
 AU1176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU1176_SP_SET: ABUTMENT
 AU1176_STAMPING: U 196 1964
 AU1176_MARK LOGO: CGS   
 AU1176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1176+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 AU1176
 AU1176  HISTORY     - Date     Condition        Report By
 AU1176  HISTORY     - 1964     MONUMENTED       CGS
 AU1176  HISTORY     - 1985     GOOD             NGS
 AU1176  HISTORY     - 19880920 GOOD             LADTD
 AU1176  HISTORY     - 19890124 GOOD
 AU1176  HISTORY     - 19901030 GOOD             NGS
 AU1176  HISTORY     - 19941202 GOOD             NGS
 AU1176  HISTORY     - 20040618 GOOD             DEWDAV
 AU1176  HISTORY     - 20040621 GOOD             DEWDAV
 AU1176
 AU1176                          STATION DESCRIPTION
 AU1176
 AU1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AU1176'IN ALGIERS.
 AU1176'AT ALGIERS, NEAR THE INTERSECTION OF GENERAL DE GAULLE DRIVE AND
 AU1176'HOLLIDAY DRIVE, BETWEEN THE EAST AND WEST BOUND LANE OF GENERAL DE
 AU1176'GAULLE DRIVE, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 AU1176'ABUTMENT OF THE SOUTH-BOUND LANE OF HOLIDAY DRIVE OVER MAGELLAN CANAL,
 AU1176'76 FEET NORTH OF THE CENTER LINE OF THE EAST-BOUND LANE OF GENERAL DE
 AU1176'GAULLE DRIVE, 29 FEET WEST OF THE CENTER LINE OF THE SOUTH-BOUND LANE
 AU1176'OF HOLIDAY DRIVE, 1.2 FEET EAST OF THE WEST END OF THE ABUTMENT AND
 AU1176'1/2 FOOT ABOVE THE LEVEL OF HOLIDAY DRIVE.
 AU1176
 AU1176                          STATION RECOVERY (1985)
 AU1176
 AU1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AU1176'RECOVERED IN GOOD CONDITION.
 AU1176
 AU1176                          STATION RECOVERY (1988)
 AU1176
 AU1176'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU1176'AT ALGIERS, NEAR THE INTERSECTION OF GENERAL DE GAULLE DRIVE AND
 AU1176'HOLIDAY DRIVE, BETWEEN THE EAST AND WEST BOUND LANE OF GENERAL DE
 AU1176'GAULLE DRIVE, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 AU1176'ABUTMENT OF THE SOUTH BOUND LANE OF HOLIDAY DRIVE OVER MAGELLAN CANAL,
 AU1176'23.2 M (76.1 FT) NORTH OF THE CENTER LINE OF THE EAST BOUND LANE OF
 AU1176'GENERAL DE GAULLE DRIVE, 8.8 M (28.9 FT) WEST OF THE CENTER LINE OF
 AU1176'THE SOUTH BOUND LANE OF HOLIDAY DRIVE, 0.4 M (1.3 FT) EAST OF THE WEST
 AU1176'END OF THE ABUTMENT AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF HOLIDAY
 AU1176'DRIVE.
 AU1176
 AU1176                          STATION RECOVERY (1989)
 AU1176
 AU1176'RECOVERED 1989
 AU1176'RECOVERED IN GOOD CONDITION.
 AU1176
 AU1176                          STATION RECOVERY (1990)
 AU1176
 AU1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AU1176'IN ALGIERS, AT THE INTERSECTION OF GENERAL DE GAULLE AND HOLLIDAY
 AU1176'DRIVES, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END
 AU1176'OF THE SOUTHWEST CONCRETE ABUTMENT OF THE HOLIDAY DRIVE BRIDGE
 AU1176'SPANNING A CANAL, 23.4 M (76.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 AU1176'SOUTHEAST-BOUND LANES OF GENERAL DE GAULLE DRIVE, 8.4 M (27.6 FT)
 AU1176'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST-BOUND LANES OF HOLLIDAY
 AU1176'DRIVE, 0.6 M (2.0 FT) NORTHWEST OF THE SOUTHWEST END OF A GUARDRAIL,
 AU1176'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF HOLLIDAY DRIVE.
 AU1176
 AU1176                          STATION RECOVERY (1994)
 AU1176
 AU1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU1176'IN ALGIERS, AT THE INTERSECTION OF GENERAL DE GAULLE AND HOLIDAY
 AU1176'DRIVES, IN TOP OF AND 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHWEST END OF
 AU1176'THE SOUTHWEST CONCRETE ABUTMENT OF THE HOLIDAY DRIVE BRIDGE SPANNING A
 AU1176'CANAL, 23.4 M (76.8 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST
 AU1176'BOUND LANES OF GENERAL DE GAULLE DRIVE, 6.8 M (22.3 FT) NORTHWEST OF
 AU1176'THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF HOLIDAY DRIVE, 1.6 M
 AU1176'(5.2 FT) NORTHWEST OF THE SOUTHWEST END OF A GUARDRAIL, AND 0.3 M (1.0
 AU1176'FT) ABOVE THE LEVEL OF HOLIDAY DRIVE.
 AU1176
 AU1176                          STATION RECOVERY (2004)
 AU1176
 AU1176'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AU1176'RECOVERED IN GOOD CONDITION.
 AU1176
 AU1176                          STATION RECOVERY (2004)
 AU1176
 AU1176'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AU1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0978 ***********************************************************************
 BJ0978  DESIGNATION -  U 197
 BJ0978  PID         -  BJ0978
 BJ0978  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0978  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0978
 BJ0978                         *CURRENT SURVEY CONTROL
 BJ0978  ___________________________________________________________________
 BJ0978* NAD 83(1986)-  30 26 45.     (N)    091 06 39.     (W)     SCALED    
 BJ0978* NAVD 88     -        15.94   (+/-2cm)      52.3    (feet)  VERTCON   
 BJ0978  ___________________________________________________________________
 BJ0978  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0978
 BJ0978  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0978
 BJ0978.The horizontal coordinates were scaled from a topographic map and have
 BJ0978.an estimated accuracy of +/- 6 seconds.
 BJ0978
 BJ0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0978.The vertical order pertains to the NGVD 29 superseded value.
 BJ0978
 BJ0978.The geoid height was determined by GEOID03.
 BJ0978
 BJ0978;                    North         East    Units  Estimated Accuracy
 BJ0978;SPC LA S     -   215,710.    1,021,370.      MT  (+/- 180 meters Scaled)
 BJ0978
 BJ0978                          SUPERSEDED SURVEY CONTROL
 BJ0978
 BJ0978  NGVD 29 (??/??/??)   15.970  (m)           52.39   (f) ADJUSTED    1 1
 BJ0978
 BJ0978.Superseded values are not recommended for survey control.
 BJ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0978.See file dsdata.txt to determine how the superseded data were derived.
 BJ0978
 BJ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP814697(NAD 83)
 BJ0978_MARKER: DB = BENCH MARK DISK
 BJ0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0978_SP_SET: HANGER
 BJ0978_STAMPING: U 197 1964
 BJ0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0978
 BJ0978  HISTORY     - Date     Condition        Report By
 BJ0978  HISTORY     - 1964     MONUMENTED       CGS
 BJ0978  HISTORY     - 1976     GOOD             NGS
 BJ0978
 BJ0978                          STATION DESCRIPTION
 BJ0978
 BJ0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0978'IN BATON ROUGE.
 BJ0978'AT BATON ROUGE, AT THE DOWNTOWN AIRPORT, NEAR THE SOUTHEAST CORNER OF
 BJ0978'THE MAIN HANGAR, SET VERTICALLY IN THE EAST BRICK FACE AND NEAR THE
 BJ0978'SOUTHEAST CORNER OF HANGAR, 55 FEET WEST OF GAS PUMP, 3.4 FEET SOUTH
 BJ0978'OF A DOOR, 1.2 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING AND
 BJ0978'2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0978
 BJ0978                          STATION RECOVERY (1976)
 BJ0978
 BJ0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0978'4.55 MI EAST ALONG GOVERNMENT STREET FROM ITS INTERSECTION WITH SAINT
 BJ0978'LOUIS STREET AT THE OLD DOWNTOWN AIRPORT, PRESENTLY BEING REMODELED
 BJ0978'BY PARK AND RECREATION DEPARTMENT, SET VERTICALLY IN THE EAST FACE OF
 BJ0978'SOUTHEAST CORNER OF OLD MAIN HANGAR, 1.2 FT NORTH OF SOUTHEAST CORNER
 BJ0978'OF HANGAR, 5 FT SOUTH OF CENTER LINE OF A DOOR ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0324 ***********************************************************************
 BJ0324  DESIGNATION -  U 201
 BJ0324  PID         -  BJ0324
 BJ0324  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0324  USGS QUAD   -  LOTTIE (1994)
 BJ0324
 BJ0324                         *CURRENT SURVEY CONTROL
 BJ0324  ___________________________________________________________________
 BJ0324* NAD 83(1986)-  30 31 42.     (N)    091 43 52.     (W)     SCALED    
 BJ0324* NAVD 88     -         7.945  (meters)      26.07   (feet)  ADJUSTED  
 BJ0324  ___________________________________________________________________
 BJ0324  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ0324  DYNAMIC HT  -           7.934 (meters)      26.03  (feet)  COMP
 BJ0324  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 BJ0324
 BJ0324  VERT ORDER  -  FIRST     CLASS I
 BJ0324
 BJ0324.The horizontal coordinates were scaled from a topographic map and have
 BJ0324.an estimated accuracy of +/- 6 seconds.
 BJ0324
 BJ0324.The orthometric height was determined by differential leveling
 BJ0324.and adjusted by the National Geodetic Survey in February 1994..
 BJ0324
 BJ0324.The geoid height was determined by GEOID03.
 BJ0324
 BJ0324.The dynamic height is computed by dividing the NAVD 88
 BJ0324.geopotential number by the normal gravity value computed on the
 BJ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0324.degrees latitude (g = 980.6199 gals.).
 BJ0324
 BJ0324.The modeled gravity was interpolated from observed gravity values.
 BJ0324
 BJ0324;                    North         East    Units  Estimated Accuracy
 BJ0324;SPC LA S     -   224,900.      961,830.      MT  (+/- 180 meters Scaled)
 BJ0324
 BJ0324                          SUPERSEDED SURVEY CONTROL
 BJ0324
 BJ0324  NAVD 88 (06/15/91)    7.995  (m)           26.23   (f) UNKNOWN     1 1
 BJ0324  NGVD 29 (??/??/??)    7.968  (m)           26.14   (f) ADJUSTED    1 1
 BJ0324
 BJ0324.Superseded values are not recommended for survey control.
 BJ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0324.See file dsdata.txt to determine how the superseded data were derived.
 BJ0324
 BJ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP217780(NAD 83)
 BJ0324_MARKER: DB = BENCH MARK DISK
 BJ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0324_SP_SET: CONCRETE POST
 BJ0324_STAMPING: U 201 1964
 BJ0324_MARK LOGO: CGS   
 BJ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0324+STABILITY: SURFACE MOTION
 BJ0324
 BJ0324  HISTORY     - Date     Condition        Report By
 BJ0324  HISTORY     - 1964     MONUMENTED       CGS
 BJ0324  HISTORY     - 1965     GOOD             CGS
 BJ0324  HISTORY     - 1976     GOOD             NGS
 BJ0324  HISTORY     - 1986     GOOD             NGS
 BJ0324
 BJ0324                          STATION DESCRIPTION
 BJ0324
 BJ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0324'2.2 MI SE FROM KROTZ SPRINGS.
 BJ0324'ABOUT 1.1 MILES EAST ALONG THE MISSOURI PAVIFIC RAILROAD FROM THE
 BJ0324'STATION AT KROTZ SPRINGS, THENCE 1.1 MILES SOUTH ALONG STATE ROAD 975
 BJ0324'WHICH FOLLOWS THE EAST BANK OF THE ATCHAFALAYA RIVER, 20 FEET EAST OF
 BJ0324'THE CENTER LINE OF THE STATE ROAD, 50 FEET NORTH OF POWER POLE NUMBER
 BJ0324'232, 1 1/2 FEET EAST OF A FENCE, 3.0 FEET SOUTHEAST OF A CREOSOTED
 BJ0324'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 BJ0324'CONCRETE POST PROJECTING 2 INCHES.
 BJ0324
 BJ0324                          STATION RECOVERY (1976)
 BJ0324
 BJ0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0324'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0324'POST OFFICE, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 975 WHICH
 BJ0324'FOLLOWS THE EAST BANKS OF THE ATCHAFALAYA RIVER, 0.1 MILE SOUTH OF
 BJ0324'THE CROSSING OF A POWER TRANSMISSION LINE, 17 FT NORTHEAST OF THE
 BJ0324'CENTER LINE OF THE HIGHWAY, 56 FT NORTHWEST OF POWER LINE POLE
 BJ0324'NUMBER 232, 2.5 FT NORTHEAST OF A FENCE,
 BJ0324
 BJ0324                          STATION RECOVERY (1986)
 BJ0324
 BJ0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0740 ***********************************************************************
 BJ0740  DESIGNATION -  U 204 RESET
 BJ0740  PID         -  BJ0740
 BJ0740  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0740  USGS QUAD   -  ERWINVILLE (1980)
 BJ0740
 BJ0740                         *CURRENT SURVEY CONTROL
 BJ0740  ___________________________________________________________________
 BJ0740* NAD 83(1986)-  30 32 49.     (N)    091 26 52.     (W)     SCALED    
 BJ0740* NAVD 88     -         6.366  (meters)      20.89   (feet)  ADJUSTED  
 BJ0740  ___________________________________________________________________
 BJ0740  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ0740  DYNAMIC HT  -           6.357 (meters)      20.86  (feet)  COMP
 BJ0740  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BJ0740
 BJ0740  VERT ORDER  -  FIRST     CLASS I
 BJ0740
 BJ0740.The horizontal coordinates were scaled from a topographic map and have
 BJ0740.an estimated accuracy of +/- 6 seconds.
 BJ0740
 BJ0740.The orthometric height was determined by differential leveling
 BJ0740.and adjusted by the National Geodetic Survey in February 1994..
 BJ0740
 BJ0740.The geoid height was determined by GEOID03.
 BJ0740
 BJ0740.The dynamic height is computed by dividing the NAVD 88
 BJ0740.geopotential number by the normal gravity value computed on the
 BJ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0740.degrees latitude (g = 980.6199 gals.).
 BJ0740
 BJ0740.The modeled gravity was interpolated from observed gravity values.
 BJ0740
 BJ0740;                    North         East    Units  Estimated Accuracy
 BJ0740;SPC LA S     -   226,900.      989,020.      MT  (+/- 180 meters Scaled)
 BJ0740
 BJ0740                          SUPERSEDED SURVEY CONTROL
 BJ0740
 BJ0740  NAVD 88 (06/15/91)    6.398  (m)           20.99   (f) UNKNOWN     1 1
 BJ0740  NGVD 29 (??/??/??)    6.359  (m)           20.86   (f) ADJUSTED    1 1
 BJ0740
 BJ0740.Superseded values are not recommended for survey control.
 BJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0740.See file dsdata.txt to determine how the superseded data were derived.
 BJ0740
 BJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP488804(NAD 83)
 BJ0740_MARKER: DB = BENCH MARK DISK
 BJ0740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0740_SP_SET: HEADWALL
 BJ0740_STAMPING: U 204 RESET 1969
 BJ0740_MARK LOGO: CGS   
 BJ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0740+STABILITY: SURFACE MOTION
 BJ0740
 BJ0740  HISTORY     - Date     Condition        Report By
 BJ0740  HISTORY     - 1969     MONUMENTED       CGS
 BJ0740  HISTORY     - 1976     GOOD             NGS
 BJ0740  HISTORY     - 1986     GOOD             NGS
 BJ0740
 BJ0740                          STATION DESCRIPTION
 BJ0740
 BJ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0740'2.65 MI W FROM ERWINVILLE.
 BJ0740'LOCATED 2.65 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0740'STATION IN ERWINVILLE, 0.6 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 BJ0740'190 AND STATE HIGHWAY 1, 196 FEET NORTH OF THE NORTH RAIL OF THE
 BJ0740'TRACKS 24 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF TRAFFIC,
 BJ0740'63 FEET SOUTH OF A POINT DIRECTLY UNDER THE POWER LINE AND 1 FOOT
 BJ0740'BELOW THE LEVEL OF THE HIGHWAY.  IT IS A BENCH MARK DISK SET IN A
 BJ0740'DRILL HOLE IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A THREE
 BJ0740'CHANNEL 15 FOOT CONCRETE CULVERT.
 BJ0740
 BJ0740                          STATION RECOVERY (1976)
 BJ0740
 BJ0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0740'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0740'STATE HIGHWAY 413, 0.6 MILE NORTHWEST OF THE JUNCTION OF STATE
 BJ0740'HIGHWAY 1, 24 FT. NORTHEAST OF THE NORTHEAST LANES OF THE HIGHWAY,
 BJ0740'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL
 BJ0740'OF A LARGE CULVERT, 0.8 FT. SOUTHEAST OF THE NORTHWEST END OF THE
 BJ0740'HEAD WALL.
 BJ0740
 BJ0740                          STATION RECOVERY (1986)
 BJ0740
 BJ0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0330 ***********************************************************************
 BJ0330  DESIGNATION -  U 205
 BJ0330  PID         -  BJ0330
 BJ0330  STATE/COUNTY-  LA/ST LANDRY
 BJ0330  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0330
 BJ0330                         *CURRENT SURVEY CONTROL
 BJ0330  ___________________________________________________________________
 BJ0330* NAD 83(1986)-  30 32 32.     (N)    091 49 31.     (W)     SCALED    
 BJ0330* NAVD 88     -        14.222  (meters)      46.66   (feet)  ADJUSTED  
 BJ0330  ___________________________________________________________________
 BJ0330  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0330  DYNAMIC HT  -          14.204 (meters)      46.60  (feet)  COMP
 BJ0330  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ0330
 BJ0330  VERT ORDER  -  FIRST     CLASS I
 BJ0330
 BJ0330.The horizontal coordinates were scaled from a topographic map and have
 BJ0330.an estimated accuracy of +/- 6 seconds.
 BJ0330
 BJ0330.The orthometric height was determined by differential leveling
 BJ0330.and adjusted by the National Geodetic Survey in February 1994..
 BJ0330
 BJ0330.The geoid height was determined by GEOID03.
 BJ0330
 BJ0330.The dynamic height is computed by dividing the NAVD 88
 BJ0330.geopotential number by the normal gravity value computed on the
 BJ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0330.degrees latitude (g = 980.6199 gals.).
 BJ0330
 BJ0330.The modeled gravity was interpolated from observed gravity values.
 BJ0330
 BJ0330;                    North         East    Units  Estimated Accuracy
 BJ0330;SPC LA S     -   226,470.      952,800.      MT  (+/- 180 meters Scaled)
 BJ0330
 BJ0330                          SUPERSEDED SURVEY CONTROL
 BJ0330
 BJ0330  NAVD 88 (06/15/91)   14.269  (m)           46.81   (f) UNKNOWN     1 1
 BJ0330  NGVD 29 (??/??/??)   14.241  (m)           46.72   (f) ADJUSTED    1 1
 BJ0330
 BJ0330.Superseded values are not recommended for survey control.
 BJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0330.See file dsdata.txt to determine how the superseded data were derived.
 BJ0330
 BJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP126794(NAD 83)
 BJ0330_MARKER: DB = BENCH MARK DISK
 BJ0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0330_SP_SET: ABUTMENT
 BJ0330_STAMPING: U 205 1964
 BJ0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0330
 BJ0330  HISTORY     - Date     Condition        Report By
 BJ0330  HISTORY     - 1964     MONUMENTED       CGS
 BJ0330  HISTORY     - 1976     GOOD             NGS
 BJ0330
 BJ0330                          STATION DESCRIPTION
 BJ0330
 BJ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0330'4.05 MI W FROM KROTZ SPRINGS.
 BJ0330'ABOUT 4.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0330'STATION AT KROTZ SPRINGS, 3 1/4 POLES WEST OF MILEPOST 606, SET IN THE
 BJ0330'TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A LONG CONCRETE
 BJ0330'BRIDGE, 5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2 FOOT BELOW THE
 BJ0330'LEVEL OF THE TRACK.
 BJ0330
 BJ0330                          STATION RECOVERY (1976)
 BJ0330
 BJ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0330'4.5 WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST OFFICE AT
 BJ0330'KROTZ SPRINGS, 3.25 POLES WEST OF MILEPOST 606, SET IN TOP OF THE
 BJ0330'NORTH END OF EAST CONCRETE ABUTMENT OF A LONG CONCRETE RAILROAD
 BJ0330'BRIDGE, 5 FT NORTH OF NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0084 ***********************************************************************
 BJ0084  DESIGNATION -  U 206
 BJ0084  PID         -  BJ0084
 BJ0084  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0084  USGS QUAD   -  WALLS (1994)
 BJ0084
 BJ0084                         *CURRENT SURVEY CONTROL
 BJ0084  ___________________________________________________________________
 BJ0084* NAD 83(1986)-  30 36 31.     (N)    091 19 06.     (W)     SCALED    
 BJ0084* NAVD 88     -         9.421  (meters)      30.91   (feet)  ADJUSTED  
 BJ0084  ___________________________________________________________________
 BJ0084  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0084  DYNAMIC HT  -           9.409 (meters)      30.87  (feet)  COMP
 BJ0084  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 BJ0084
 BJ0084  VERT ORDER  -  FIRST     CLASS I
 BJ0084
 BJ0084.The horizontal coordinates were scaled from a topographic map and have
 BJ0084.an estimated accuracy of +/- 6 seconds.
 BJ0084
 BJ0084.The orthometric height was determined by differential leveling
 BJ0084.and adjusted by the National Geodetic Survey in February 1994..
 BJ0084
 BJ0084.The geoid height was determined by GEOID03.
 BJ0084
 BJ0084.The dynamic height is computed by dividing the NAVD 88
 BJ0084.geopotential number by the normal gravity value computed on the
 BJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0084.degrees latitude (g = 980.6199 gals.).
 BJ0084
 BJ0084.The modeled gravity was interpolated from observed gravity values.
 BJ0084
 BJ0084;                    North         East    Units  Estimated Accuracy
 BJ0084;SPC LA S     -   233,730.    1,001,440.      MT  (+/- 180 meters Scaled)
 BJ0084
 BJ0084                          SUPERSEDED SURVEY CONTROL
 BJ0084
 BJ0084  NAVD 88 (06/15/91)    9.451  (m)           31.01   (f) UNKNOWN     1 1
 BJ0084  NGVD 29 (??/??/??)    9.409  (m)           30.87   (f) ADJUSTED    1 1
 BJ0084
 BJ0084.Superseded values are not recommended for survey control.
 BJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0084.See file dsdata.txt to determine how the superseded data were derived.
 BJ0084
 BJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP612874(NAD 83)
 BJ0084_MARKER: DB = BENCH MARK DISK
 BJ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0084_STAMPING: U 206 1964
 BJ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0084+STABILITY: SURFACE MOTION
 BJ0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0084+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 BJ0084
 BJ0084  HISTORY     - Date     Condition        Report By
 BJ0084  HISTORY     - 1964     MONUMENTED       CGS
 BJ0084  HISTORY     - 1976     GOOD             NGS
 BJ0084  HISTORY     - 20060603 GOOD             NGS
 BJ0084
 BJ0084                          STATION DESCRIPTION
 BJ0084
 BJ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0084'6.4 MI NW FROM DEVALL.
 BJ0084'ABOUT 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0084'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF
 BJ0084'STATE ROAD 982, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 133
 BJ0084'FEET SOUTH OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING WEST TO
 BJ0084'THE HOME OF HARVARD I. BUSSE, 147 FEET WEST OF THE CENTER LINE OF A
 BJ0084'DIRT LEVEE, 82 FEET EAST AND ACROSS THE ROAD FROM A CEDAR TREE, 1 FOOT
 BJ0084'EAST OF A FENCE, 5.0 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 1 1/2
 BJ0084'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BJ0084'POST PROJECTING 5 INCHES.
 BJ0084
 BJ0084                          STATION RECOVERY (1976)
 BJ0084
 BJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0084'6.45 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0084'ELEMENTARY SCHOOL AT DEVALL, 0.1 MILE SOUTH OF STATE HIGHWAY 982
 BJ0084'JUNCTION, 133 FT SOUTH OF THE EXTENDED CENTER LINE OF A DRIVERWAY
 BJ0084'LEADING WEST TO A HOUSE, 42 FT EAST OF THE CENTER LINE OF THE
 BJ0084'HIGHWAY, 147 FT WEST OF THE CENTER LINE OF THE WEST LEVEE ROAD OF
 BJ0084'THE MISSISSPPI RIVER, 82 FT EAST AND ACROSS THE HIGHWAY FROM A
 BJ0084'LARGE CEDAR TREE, 1 FT EAST OF A FENCE.
 BJ0084
 BJ0084                          STATION RECOVERY (2006)
 BJ0084
 BJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0084'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0820 ***********************************************************************
 BJ0820  DESIGNATION -  U 208
 BJ0820  PID         -  BJ0820
 BJ0820  STATE/COUNTY-  LA/IBERVILLE
 BJ0820  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0820
 BJ0820                         *CURRENT SURVEY CONTROL
 BJ0820  ___________________________________________________________________
 BJ0820* NAD 83(1986)-  30 12 21.     (N)    091 19 09.     (W)     SCALED    
 BJ0820* NAVD 88     -         2.124  (meters)       6.97   (feet)  ADJUSTED  
 BJ0820  ___________________________________________________________________
 BJ0820  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0820  DYNAMIC HT  -           2.121 (meters)       6.96  (feet)  COMP
 BJ0820  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 BJ0820
 BJ0820  VERT ORDER  -  FIRST     CLASS I
 BJ0820
 BJ0820.The horizontal coordinates were scaled from a topographic map and have
 BJ0820.an estimated accuracy of +/- 6 seconds.
 BJ0820
 BJ0820.The orthometric height was determined by differential leveling
 BJ0820.and adjusted by the National Geodetic Survey in February 1994..
 BJ0820
 BJ0820.The geoid height was determined by GEOID03.
 BJ0820
 BJ0820.The dynamic height is computed by dividing the NAVD 88
 BJ0820.geopotential number by the normal gravity value computed on the
 BJ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0820.degrees latitude (g = 980.6199 gals.).
 BJ0820
 BJ0820.The modeled gravity was interpolated from observed gravity values.
 BJ0820
 BJ0820;                    North         East    Units  Estimated Accuracy
 BJ0820;SPC LA S     -   189,080.    1,001,360.      MT  (+/- 180 meters Scaled)
 BJ0820
 BJ0820                          SUPERSEDED SURVEY CONTROL
 BJ0820
 BJ0820  NGVD 29 (??/??/??)    2.149  (m)            7.05   (f) ADJUSTED    1 1
 BJ0820
 BJ0820.Superseded values are not recommended for survey control.
 BJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0820.See file dsdata.txt to determine how the superseded data were derived.
 BJ0820
 BJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP617427(NAD 83)
 BJ0820_MARKER: DB = BENCH MARK DISK
 BJ0820_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0820_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0820_STAMPING: U 208 1964
 BJ0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0820
 BJ0820  HISTORY     - Date     Condition        Report By
 BJ0820  HISTORY     - 1964     MONUMENTED       CGS
 BJ0820  HISTORY     - 1976     GOOD             NGS
 BJ0820
 BJ0820                          STATION DESCRIPTION
 BJ0820
 BJ0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0820'4.35 MI N FROM BAYOU SORREL.
 BJ0820'ABOUT 4.35 MILES NORTH ALONG STATE ROAD 75 FROM THE FERRY LANDING AT
 BJ0820'BAYOU SORREL, ABOUT 6.95 MILES SOUTHWEST OF MT. ZION CHURCH AT
 BJ0820'CRESCENT, 1 MILE SOUTH OF THE MOUTH OF THE UPPER GRAND RIVER AND THE
 BJ0820'PLAQUEMINE BAYOU, 53 FEET EAST OF THE EAST BANK OF THE LOWER GRAND
 BJ0820'RIVER, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 12.5 FEET WEST OF
 BJ0820'A POWER POLE WITH A GUY WIRE, 3.8 FEET EAST OF A GUY WIRE ANCHOR, 7
 BJ0820'FEET EAST OF A 16-INCH CYPRESS TREE BEARING A WITNESS SHIELD ON THE
 BJ0820'EAST SIDE, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF
 BJ0820'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 96 FEET AND
 BJ0820'IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 6 INCHES.
 BJ0820
 BJ0820                          STATION RECOVERY (1976)
 BJ0820
 BJ0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0820'4.9 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE GRAND RIVER BRIDGE,
 BJ0820'AT THE JUNCTION OF A DRIVEWAY LEADING EAST, 50 FT SOUTHWEST OF THE
 BJ0820'CENTER OF THE JUNCTION, 41 FT WEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0820'53 FT EAST OF THE EAST BANK OF THE GRAND RIVER, 12.5 FT WEST OF A
 BJ0820'POWER LINE POLE WITH A GUY WIRE, 3.8 FT EAST OF A GUY WIRE ANCHOR, 7
 BJ0820'FT. EAST OF A TREE, THE DISK IS 2 INCHES ABOVE THE LEVEL OF THE
 BJ0820'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2614 ***********************************************************************
 BJ2614  DESIGNATION -  U 209
 BJ2614  PID         -  BJ2614
 BJ2614  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2614  USGS QUAD   -  ANGOLA (1996)
 BJ2614
 BJ2614                         *CURRENT SURVEY CONTROL
 BJ2614  ___________________________________________________________________
 BJ2614* NAD 83(1986)-  30 59 52.     (N)    091 36 30.     (W)     SCALED    
 BJ2614* NAVD 88     -        19.66   (+/-2cm)      64.5    (feet)  VERTCON   
 BJ2614  ___________________________________________________________________
 BJ2614  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ2614
 BJ2614  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2614
 BJ2614.The horizontal coordinates were scaled from a topographic map and have
 BJ2614.an estimated accuracy of +/- 6 seconds.
 BJ2614
 BJ2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2614.The vertical order pertains to the NGVD 29 superseded value.
 BJ2614
 BJ2614.The geoid height was determined by GEOID03.
 BJ2614
 BJ2614;                    North         East    Units  Estimated Accuracy
 BJ2614;SPC LA S     -   276,910.      973,730.      MT  (+/- 180 meters Scaled)
 BJ2614
 BJ2614                          SUPERSEDED SURVEY CONTROL
 BJ2614
 BJ2614  NGVD 29 (??/??/??)   19.640  (m)           64.44   (f) ADJUSTED    1 2
 BJ2614
 BJ2614.Superseded values are not recommended for survey control.
 BJ2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2614.See file dsdata.txt to determine how the superseded data were derived.
 BJ2614
 BJ2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ328301(NAD 83)
 BJ2614_MARKER: DB = BENCH MARK DISK
 BJ2614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2614_SP_SET: CONCRETE BLOCK
 BJ2614_STAMPING: U 209 1964
 BJ2614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2614
 BJ2614  HISTORY     - Date     Condition        Report By
 BJ2614  HISTORY     - 1964     MONUMENTED       CGS
 BJ2614
 BJ2614                          STATION DESCRIPTION
 BJ2614
 BJ2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2614'9.95 MI NW FROM ANGOLA.
 BJ2614'ABOUT 4.3 MILES SOUTHWEST ALONG THE LEVEE ROAD FROM THE HOSPITAL AT
 BJ2614'THE MAIN ENTRANCE TO THE ANGOLA STATE PRISON, THENCE 5.65 MILES
 BJ2614'NORTHEAST ALONG A GRAVELED ROAD AND A LEVEE, AT A SHARP CURVE IN THE
 BJ2614'LEVEE AND THE ROAD, 89 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BJ2614'27 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD CROSSING OVER THE
 BJ2614'LEVEE, 13 FEET WEST OF THE SOUTHWEST CORNER POST AT GUARD POST NUMBER
 BJ2614'17, 1 1/2 FEET NORTHEAST OF A FENCE WHICH CROSSES OVER THE LEVEE, SET
 BJ2614'IN THE TOP OF A 2 X 2 FOOT SQUARE CONCRETE BLOCK WHICH WAS FORMERLY
 BJ2614'THE FOUNDATION FOR A GUARD TOWER, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 BJ2614'THE LEVEE, AND ABOUT 7 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0920 ***********************************************************************
 BJ0920  DESIGNATION -  U 21
 BJ0920  PID         -  BJ0920
 BJ0920  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0920  USGS QUAD   -  ALBANY (1974)
 BJ0920
 BJ0920                         *CURRENT SURVEY CONTROL
 BJ0920  ___________________________________________________________________
 BJ0920* NAD 83(1986)-  30 30 16.     (N)    090 33 31.     (W)     SCALED    
 BJ0920* NAVD 88     -        11.679  (meters)      38.32   (feet)  ADJUSTED  
 BJ0920  ___________________________________________________________________
 BJ0920  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0920  DYNAMIC HT  -          11.664 (meters)      38.27  (feet)  COMP
 BJ0920  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ0920
 BJ0920  VERT ORDER  -  FIRST     CLASS I
 BJ0920
 BJ0920.The horizontal coordinates were scaled from a topographic map and have
 BJ0920.an estimated accuracy of +/- 6 seconds.
 BJ0920
 BJ0920.The orthometric height was determined by differential leveling
 BJ0920.and adjusted by the National Geodetic Survey in February 1994..
 BJ0920
 BJ0920.The geoid height was determined by GEOID03.
 BJ0920
 BJ0920.The dynamic height is computed by dividing the NAVD 88
 BJ0920.geopotential number by the normal gravity value computed on the
 BJ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0920.degrees latitude (g = 980.6199 gals.).
 BJ0920
 BJ0920.The modeled gravity was interpolated from observed gravity values.
 BJ0920
 BJ0920;                    North         East    Units  Estimated Accuracy
 BJ0920;SPC LA S     -   222,440.    1,074,370.      MT  (+/- 180 meters Scaled)
 BJ0920
 BJ0920                          SUPERSEDED SURVEY CONTROL
 BJ0920
 BJ0920  NAVD 88 (06/15/91)   11.718  (m)           38.44   (f) UNKNOWN     1 1
 BJ0920  NGVD 29 (??/??/??)   11.696  (m)           38.37   (f) ADJUSTED    1 1
 BJ0920
 BJ0920.Superseded values are not recommended for survey control.
 BJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0920.See file dsdata.txt to determine how the superseded data were derived.
 BJ0920
 BJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP343772(NAD 83)
 BJ0920_MARKER: DB = BENCH MARK DISK
 BJ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0920_STAMPING: U 21 1934 38.822
 BJ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0920+STABILITY: SURFACE MOTION
 BJ0920
 BJ0920  HISTORY     - Date     Condition        Report By
 BJ0920  HISTORY     - 1934     MONUMENTED       CGS
 BJ0920  HISTORY     - 1954     GOOD             CGS
 BJ0920  HISTORY     - 1976     GOOD             NGS
 BJ0920  HISTORY     - 1979     GOOD             LADTD
 BJ0920
 BJ0920                          STATION DESCRIPTION
 BJ0920
 BJ0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ0920'1.4 MI E FROM ALBANY.
 BJ0920'LOCATED 1.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0920'STATION IN ALBANY, AT A DIM ROAD CROSSING, 6 POLES WEST OF MILEPOST BR
 BJ0920'38, 43 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, 30 FEET WEST OF THE
 BJ0920'CENTERLINE OF A DIM ROAD, 51 FEET SOUTHWEST OF A RAILROAD CROSSING, 18
 BJ0920'FEET SOUTH OF A ROW OF POLES AND 70 FEET SOUTHEAST OF POLE NO. 1530.
 BJ0920'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 BJ0920'INCHES AND IS ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE TRACKS.
 BJ0920
 BJ0920                          STATION RECOVERY (1976)
 BJ0920
 BJ0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0920'1.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0920'HIGHWAY 43, THENCE 0.1 MILE NORTH ACROSS A WOODED AREA TO THE
 BJ0920'ILLINOIS CENTRAL RAILROAD, 0.25 MILE EAST ALONG THE RAILROAD FROM
 BJ0920'THE CROSSING OF STATE HIGHWAY 3080, 0.05 MILE NORTH OF BENCH MARK
 BJ0920'W 294, 42.8 FT SOUTH OF THE SOUTH RAIL, 51.5 FT SOUTHWEST OF THE
 BJ0920'CENTER OF AN OLD ROAD CROSSING.
 BJ0920
 BJ0920                          STATION RECOVERY (1979)
 BJ0920
 BJ0920'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0863 ***********************************************************************
 BJ0863  DESIGNATION -  U 216
 BJ0863  PID         -  BJ0863
 BJ0863  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0863  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0863
 BJ0863                         *CURRENT SURVEY CONTROL
 BJ0863  ___________________________________________________________________
 BJ0863* NAD 83(1986)-  30 28 16.     (N)    091 06 02.     (W)     SCALED    
 BJ0863* NAVD 88     -        16.198  (meters)      53.14   (feet)  ADJUSTED  
 BJ0863  ___________________________________________________________________
 BJ0863  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0863  DYNAMIC HT  -          16.177 (meters)      53.07  (feet)  COMP
 BJ0863  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ0863
 BJ0863  VERT ORDER  -  FIRST     CLASS I
 BJ0863
 BJ0863.The horizontal coordinates were scaled from a topographic map and have
 BJ0863.an estimated accuracy of +/- 6 seconds.
 BJ0863
 BJ0863.The orthometric height was determined by differential leveling
 BJ0863.and adjusted by the National Geodetic Survey in February 1994..
 BJ0863
 BJ0863.The geoid height was determined by GEOID03.
 BJ0863
 BJ0863.The dynamic height is computed by dividing the NAVD 88
 BJ0863.geopotential number by the normal gravity value computed on the
 BJ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0863.degrees latitude (g = 980.6199 gals.).
 BJ0863
 BJ0863.The modeled gravity was interpolated from observed gravity values.
 BJ0863
 BJ0863;                    North         East    Units  Estimated Accuracy
 BJ0863;SPC LA S     -   218,510.    1,022,350.      MT  (+/- 180 meters Scaled)
 BJ0863
 BJ0863                          SUPERSEDED SURVEY CONTROL
 BJ0863
 BJ0863  NAVD 88 (06/15/91)   16.264  (m)           53.36   (f) UNKNOWN     1 1
 BJ0863  NGVD 29 (??/??/??)   16.232  (m)           53.25   (f) ADJUSTED    1 1
 BJ0863
 BJ0863.Superseded values are not recommended for survey control.
 BJ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0863.See file dsdata.txt to determine how the superseded data were derived.
 BJ0863
 BJ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP823725(NAD 83)
 BJ0863_MARKER: DB = BENCH MARK DISK
 BJ0863_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0863_SP_SET: PILLAR
 BJ0863_STAMPING: U 216 1965
 BJ0863_MARK LOGO: CGS   
 BJ0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0863
 BJ0863  HISTORY     - Date     Condition        Report By
 BJ0863  HISTORY     - 1965     MONUMENTED       CGS
 BJ0863  HISTORY     - 1976     GOOD             NGS
 BJ0863  HISTORY     - 1987     GOOD             LA-033
 BJ0863
 BJ0863                          STATION DESCRIPTION
 BJ0863
 BJ0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0863'6.55 MI E FROM NORTH BATON ROUGE.
 BJ0863'ABOUT 1.0 MILE SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0863'FROM THE STATION AT NORTH BATON ROUGE, THENCE 5.55 MILES EAST ALONG
 BJ0863'THE ILLINOIS CENTRAL RAILROAD, 113 FEET SOUTH OF THE SOUTH RAIL OF THE
 BJ0863'MAIN TRACK, SET IN THE TOP OF A CONCRETE PILLAR WHICH SERVES AS PART
 BJ0863'OF THE FOUNDATION OF A METAL BUILDING BELONGING TO AIR CONTROL
 BJ0863'ALUMINUM PRODUCTS COMPANY, 55 FEET SOUTH OF THE CENTER LINE OF CHOCTAW
 BJ0863'DRIVE, 1 FOOT WEST OF THE WEST EDGE OF A CONCRETE LANDING AT THE TOP
 BJ0863'OF A STAIRWAY, 3 INCHES NORTH OF THE NORTHWEST CORNER OF THE BUILDING,
 BJ0863'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ0863
 BJ0863                          STATION RECOVERY (1976)
 BJ0863
 BJ0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0863'3.9 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE INTERSTATE
 BJ0863'HIGHWAY 110 OVERPASS, AT THE CROSSING OF ROME DRIVE, 16 FT EAST OF THE
 BJ0863'EXTENDED CENTER LINE OF ROME DRIVE, 113.3 FT SOUTH OF THE SOUTH RAIL,
 BJ0863'IN THE TOP OF THE NORTHWEST CONCRETE FOUNDATION PIER OF THE BUILDING
 BJ0863'AT 8388 SOUTH CHOCTAW DRIVE, 0.9 FT EAST OF THE NORTHWEST CORNER OF
 BJ0863'THE BUILDING.
 BJ0863
 BJ0863                          STATION RECOVERY (1987)
 BJ0863
 BJ0863'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2497 ***********************************************************************
 BJ2497  DESIGNATION -  U 218
 BJ2497  PID         -  BJ2497
 BJ2497  STATE/COUNTY-  LA/ST MARTIN
 BJ2497  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2497
 BJ2497                         *CURRENT SURVEY CONTROL
 BJ2497  ___________________________________________________________________
 BJ2497* NAD 83(1986)-  30 24 20.     (N)    091 42 27.     (W)     SCALED    
 BJ2497* NAVD 88     -         7.83   (+/-2cm)      25.7    (feet)  VERTCON   
 BJ2497  ___________________________________________________________________
 BJ2497  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2497
 BJ2497  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2497
 BJ2497.The horizontal coordinates were scaled from a topographic map and have
 BJ2497.an estimated accuracy of +/- 6 seconds.
 BJ2497
 BJ2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2497.The vertical order pertains to the NGVD 29 superseded value.
 BJ2497
 BJ2497.The geoid height was determined by GEOID03.
 BJ2497
 BJ2497;                    North         East    Units  Estimated Accuracy
 BJ2497;SPC LA S     -   211,280.      964,050.      MT  (+/- 180 meters Scaled)
 BJ2497
 BJ2497                          SUPERSEDED SURVEY CONTROL
 BJ2497
 BJ2497  NGVD 29 (??/??/??)    7.839  (m)           25.72   (f) ADJUSTED    1 2
 BJ2497
 BJ2497.Superseded values are not recommended for survey control.
 BJ2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2497.See file dsdata.txt to determine how the superseded data were derived.
 BJ2497
 BJ2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP241644(NAD 83)
 BJ2497_MARKER: DB = BENCH MARK DISK
 BJ2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2497_STAMPING: U 218 1965
 BJ2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2497+STABILITY: SURFACE MOTION
 BJ2497
 BJ2497  HISTORY     - Date     Condition        Report By
 BJ2497  HISTORY     - 1965     MONUMENTED       CGS
 BJ2497
 BJ2497                          STATION DESCRIPTION
 BJ2497
 BJ2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2497'11.8 MI N FROM BUTTE LA ROSE.
 BJ2497'11.8 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT LANDING AT
 BJ2497'BUTTE LA ROSE, IN S 36, T 7 S, R7 E, 0.25 MILE NORTHWEST OF A CURVE IN
 BJ2497'THE LEVEE AND ROAD, 137 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE
 BJ2497'CENTER AND TOP OF LEVEE, 96 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BJ2497'ROAD, 54 FEET SOUTHWEST OF A 32-INCH GUM TREE, 16 FEET EAST OF THE
 BJ2497'NORTHEAST PIPE CORNER POST OF A SMALL PIPE RAILING AROUND A HIGH
 BJ2497'PRESSURE GAS VALVE IN A PIPE LINE, 1.6 FEET NORTHEAST OF A CREOSOTED
 BJ2497'WITNESS POST, ABOUT 2 FEET BELOW THE ROAD, AND SET IN THE TOP OF A
 BJ2497'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1418 ***********************************************************************
 BH1418  DESIGNATION -  U 22
 BH1418  PID         -  BH1418
 BH1418  STATE/COUNTY-  LA/ST TAMMANY
 BH1418  USGS QUAD   -  BUSH (1983)
 BH1418
 BH1418                         *CURRENT SURVEY CONTROL
 BH1418  ___________________________________________________________________
 BH1418* NAD 83(1986)-  30 36 34.     (N)    089 54 06.     (W)     SCALED    
 BH1418* NAVD 88     -        26.477  (meters)      86.87   (feet)  ADJUSTED  
 BH1418  ___________________________________________________________________
 BH1418  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BH1418  DYNAMIC HT  -          26.443 (meters)      86.76  (feet)  COMP
 BH1418  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BH1418
 BH1418  VERT ORDER  -  SECOND    CLASS 0
 BH1418
 BH1418.The horizontal coordinates were scaled from a topographic map and have
 BH1418.an estimated accuracy of +/- 6 seconds.
 BH1418
 BH1418.The orthometric height was determined by differential leveling
 BH1418.and adjusted by the National Geodetic Survey in February 1994..
 BH1418
 BH1418.The geoid height was determined by GEOID03.
 BH1418
 BH1418.The dynamic height is computed by dividing the NAVD 88
 BH1418.geopotential number by the normal gravity value computed on the
 BH1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1418.degrees latitude (g = 980.6199 gals.).
 BH1418
 BH1418.The modeled gravity was interpolated from observed gravity values.
 BH1418
 BH1418;                    North         East    Units  Estimated Accuracy
 BH1418;SPC LA S     -   234,680.    1,137,280.      MT  (+/- 180 meters Scaled)
 BH1418
 BH1418                          SUPERSEDED SURVEY CONTROL
 BH1418
 BH1418  NGVD 29 (??/??/??)   26.564  (m)           87.15   (f) ADJUSTED    2 0
 BH1418
 BH1418.Superseded values are not recommended for survey control.
 BH1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1418.See file dsdata.txt to determine how the superseded data were derived.
 BH1418
 BH1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU218899(NAD 83)
 BH1418_MARKER: DB = BENCH MARK DISK
 BH1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1418_STAMPING: 87 U 22 1934
 BH1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1418+STABILITY: SURFACE MOTION
 BH1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1418+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 BH1418
 BH1418  HISTORY     - Date     Condition        Report By
 BH1418  HISTORY     - 1934     MONUMENTED       CGS
 BH1418  HISTORY     - 1955     GOOD             CGS
 BH1418  HISTORY     - 1980     MARK NOT FOUND   USGS
 BH1418  HISTORY     - 20060429 GOOD             NGS
 BH1418
 BH1418                          STATION DESCRIPTION
 BH1418
 BH1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1418'2.8 MI S FROM SUN.
 BH1418'2.8 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM SUN, ST.
 BH1418'TAMMANY PARISH, AT BUSH, ONE POLE SOUTH OF MILEPOST 59, IN THE
 BH1418'NORTHWEST ANGLE OF A ROAD CROSSING, 58 FEET NORTHWEST OF THE CENTER OF
 BH1418'THE CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 BH1418'ROAD, 36 FEET WEST OF THE WEST RAIL, 72 FEET WEST OF POLE 1415, 25
 BH1418'FEET EAST OF ANOTHER POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 BH1418'STAMPED 87 U 22 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BH1418'8 INCHES ABOVE GROUND.
 BH1418
 BH1418                          STATION RECOVERY (1980)
 BH1418
 BH1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BH1418'MARK NOT FOUND.
 BH1418
 BH1418                          STATION RECOVERY (2006)
 BH1418
 BH1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1418'RECOVERED IN GOOD CONDITION.  RAILROAD TRACKS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2195 ***********************************************************************
 CP2195  DESIGNATION -  U 23
 CP2195  PID         -  CP2195
 CP2195  STATE/COUNTY-  LA/MOREHOUSE
 CP2195  USGS QUAD   -  MER ROUGE (1988)
 CP2195
 CP2195                         *CURRENT SURVEY CONTROL
 CP2195  ___________________________________________________________________
 CP2195* NAD 83(1986)-  32 46 30.     (N)    091 48 52.     (W)     SCALED    
 CP2195* NAVD 88     -        26.940  (meters)      88.39   (feet)  ADJUSTED  
 CP2195  ___________________________________________________________________
 CP2195  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP2195  DYNAMIC HT  -          26.910 (meters)      88.29  (feet)  COMP
 CP2195  MODELED GRAV-     979,549.3   (mgal)                       NAVD 88
 CP2195
 CP2195  VERT ORDER  -  SECOND    CLASS 0
 CP2195
 CP2195.The horizontal coordinates were scaled from a topographic map and have
 CP2195.an estimated accuracy of +/- 6 seconds.
 CP2195
 CP2195.The orthometric height was determined by differential leveling
 CP2195.and adjusted by the National Geodetic Survey in June 1991..
 CP2195
 CP2195.The geoid height was determined by GEOID03.
 CP2195
 CP2195.The dynamic height is computed by dividing the NAVD 88
 CP2195.geopotential number by the normal gravity value computed on the
 CP2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2195.degrees latitude (g = 980.6199 gals.).
 CP2195
 CP2195.The modeled gravity was interpolated from observed gravity values.
 CP2195
 CP2195;                    North         East    Units  Estimated Accuracy
 CP2195;SPC LA N     -   252,450.    1,064,230.      MT  (+/- 180 meters Scaled)
 CP2195
 CP2195                          SUPERSEDED SURVEY CONTROL
 CP2195
 CP2195  NGVD 29 (??/??/92)   27.010  (m)           88.62   (f) ADJ UNCH    2 0
 CP2195
 CP2195.Superseded values are not recommended for survey control.
 CP2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2195.See file dsdata.txt to determine how the superseded data were derived.
 CP2195
 CP2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS110269(NAD 83)
 CP2195_MARKER: DB = BENCH MARK DISK
 CP2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2195_STAMPING: U-23 1935
 CP2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2195+STABILITY: SURFACE MOTION
 CP2195
 CP2195  HISTORY     - Date     Condition        Report By
 CP2195  HISTORY     - 1935     MONUMENTED       CGS
 CP2195  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2195
 CP2195                          STATION DESCRIPTION
 CP2195
 CP2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2195'1.4 MI SW FROM MER ROUGE.
 CP2195'1.4 MILES SOUTHWEST OF, ALONG U.S. HWY. 165, FROM HIGH SCHOOL.  ABOUT
 CP2195'195 FEET OF FRONT OF A. ALEXANDER FARM HOUSE.  51.4 FEET NORTHWEST OF
 CP2195'CENTERLINE OF U.S. HWY. 165.  22.5 FEET NORTHEAST OF CENTERLINE OF
 CP2195'GATEWAY.  19.8 FEET NORTH OF NORTHEAST END OF CORRUGATED PIPE CULVERT
 CP2195'FOR DRIVEWAY INTO ALEXANDER FARM.  2 FEET BELOW LEVEL OF HIGHWAY. 1.2
 CP2195'FEET NORTHWEST OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 CP2195
 CP2195                          STATION RECOVERY (1982)
 CP2195
 CP2195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0049 ***********************************************************************
 BX0049  DESIGNATION -  U 230
 BX0049  PID         -  BX0049
 BX0049  STATE/COUNTY-  LA/GRANT
 BX0049  USGS QUAD   -  MUDVILLE (1985)
 BX0049
 BX0049                         *CURRENT SURVEY CONTROL
 BX0049  ___________________________________________________________________
 BX0049* NAD 83(1986)-  31 42 28.     (N)    092 23 59.     (W)     SCALED    
 BX0049* NAVD 88     -        24.67   (+/-2cm)      80.9    (feet)  VERTCON   
 BX0049  ___________________________________________________________________
 BX0049  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BX0049
 BX0049  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0049
 BX0049.The horizontal coordinates were scaled from a topographic map and have
 BX0049.an estimated accuracy of +/- 6 seconds.
 BX0049
 BX0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0049.The vertical order pertains to the NGVD 29 superseded value.
 BX0049
 BX0049.The geoid height was determined by GEOID03.
 BX0049
 BX0049;                    North         East    Units  Estimated Accuracy
 BX0049;SPC LA N     -   133,920.    1,009,510.      MT  (+/- 180 meters Scaled)
 BX0049
 BX0049                          SUPERSEDED SURVEY CONTROL
 BX0049
 BX0049  NGVD 29 (??/??/??)   24.679  (m)           80.97   (f) ADJUSTED    1 2
 BX0049
 BX0049.Superseded values are not recommended for survey control.
 BX0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0049.See file dsdata.txt to determine how the superseded data were derived.
 BX0049
 BX0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR568082(NAD 83)
 BX0049_MARKER: DB = BENCH MARK DISK
 BX0049_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0049_SP_SET: 48 FEET
 BX0049_STAMPING: U 230 1965
 BX0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0049
 BX0049  HISTORY     - Date     Condition        Report By
 BX0049  HISTORY     - 1965     MONUMENTED       CGS
 BX0049  HISTORY     - 1966     GOOD             CGS
 BX0049  HISTORY     - 1980     GOOD             LOCSUR
 BX0049
 BX0049                          STATION DESCRIPTION
 BX0049
 BX0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0049'4.35 MI SW FROM GEORGETOWN.
 BX0049'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0049'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 6, T 8 N, R 1
 BX0049'E, 74 FEET NORTH OF THE THIRD TELEPHONE POLE NORTHWEST OF MILEPOST
 BX0049'566, 79 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 81 1/2
 BX0049'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A PAVED ROAD, 43 FEET
 BX0049'SOUTHEAST OF THE CENTER LINE OF A CATTLE GUARD AND A PAVED ROAD, 1 1/2
 BX0049'FEET NORTHWEST OF A FENCE 1.0 FOOT NORTH OF A WOODEN WITNESS POST,
 BX0049'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP OF A
 BX0049'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS
 BX0049'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 BX0049
 BX0049                          STATION RECOVERY (1980)
 BX0049
 BX0049'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 BX0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0117 ***********************************************************************
 BX0117  DESIGNATION -  U 232
 BX0117  PID         -  BX0117
 BX0117  STATE/COUNTY-  LA/CALDWELL
 BX0117  USGS QUAD   -  OLLA EAST (1984)
 BX0117
 BX0117                         *CURRENT SURVEY CONTROL
 BX0117  ___________________________________________________________________
 BX0117* NAD 83(1986)-  31 59 26.     (N)    092 10 14.     (W)     SCALED    
 BX0117* NAVD 88     -        35.96   (+/-2cm)     118.0    (feet)  VERTCON   
 BX0117  ___________________________________________________________________
 BX0117  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0117
 BX0117  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0117
 BX0117.The horizontal coordinates were scaled from a topographic map and have
 BX0117.an estimated accuracy of +/- 6 seconds.
 BX0117
 BX0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0117.The vertical order pertains to the NGVD 29 superseded value.
 BX0117
 BX0117.The geoid height was determined by GEOID03.
 BX0117
 BX0117;                    North         East    Units  Estimated Accuracy
 BX0117;SPC LA N     -   165,310.    1,031,130.      MT  (+/- 180 meters Scaled)
 BX0117
 BX0117                          SUPERSEDED SURVEY CONTROL
 BX0117
 BX0117  NGVD 29 (??/??/??)   35.979  (m)          118.04   (f) ADJUSTED    1 2
 BX0117
 BX0117.Superseded values are not recommended for survey control.
 BX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0117.See file dsdata.txt to determine how the superseded data were derived.
 BX0117
 BX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR783396(NAD 83)
 BX0117_MARKER: DB = BENCH MARK DISK
 BX0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0117_SP_SET: BRIDGE ABUTMENT
 BX0117_STAMPING: U 232 1965
 BX0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0117
 BX0117  HISTORY     - Date     Condition        Report By
 BX0117  HISTORY     - 1965     MONUMENTED       CGS
 BX0117
 BX0117                          STATION DESCRIPTION
 BX0117
 BX0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0117'0.8 MI NE FROM KELLY.
 BX0117'ABOUT 0.8 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0117'POST OFFICE AT KELLY, IN SECTION 28, T 12 N, R 3 E, 6.0 FEET WEST OF
 BX0117'THE WEST RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 BX0117'ABUTMENT OF CONCRETE RAILROAD BRIDGE 540.9, AND ABOUT 2 FEET BELOW THE
 BX0117'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2660 ***********************************************************************
 BJ2660  DESIGNATION -  U 234
 BJ2660  PID         -  BJ2660
 BJ2660  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2660  USGS QUAD   -  MELVILLE (1994)
 BJ2660
 BJ2660                         *CURRENT SURVEY CONTROL
 BJ2660  ___________________________________________________________________
 BJ2660* NAD 83(1986)-  30 37 56.     (N)    091 44 10.     (W)     SCALED    
 BJ2660* NAVD 88     -         7.38   (+/-2cm)      24.2    (feet)  VERTCON   
 BJ2660  ___________________________________________________________________
 BJ2660  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ2660
 BJ2660  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2660
 BJ2660.The horizontal coordinates were scaled from a topographic map and have
 BJ2660.an estimated accuracy of +/- 6 seconds.
 BJ2660
 BJ2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2660.The vertical order pertains to the NGVD 29 superseded value.
 BJ2660
 BJ2660.The geoid height was determined by GEOID03.
 BJ2660
 BJ2660;                    North         East    Units  Estimated Accuracy
 BJ2660;SPC LA S     -   236,420.      961,390.      MT  (+/- 180 meters Scaled)
 BJ2660
 BJ2660                          SUPERSEDED SURVEY CONTROL
 BJ2660
 BJ2660  NGVD 29 (??/??/??)    7.388  (m)           24.24   (f) ADJUSTED    1 2
 BJ2660
 BJ2660.Superseded values are not recommended for survey control.
 BJ2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2660.See file dsdata.txt to determine how the superseded data were derived.
 BJ2660
 BJ2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP211895(NAD 83)
 BJ2660_MARKER: DB = BENCH MARK DISK
 BJ2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2660_STAMPING: U 234 1966
 BJ2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2660+STABILITY: SURFACE MOTION
 BJ2660
 BJ2660  HISTORY     - Date     Condition        Report By
 BJ2660  HISTORY     - 1966     MONUMENTED       CGS
 BJ2660
 BJ2660                          STATION DESCRIPTION
 BJ2660
 BJ2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2660'5.05 MI SE FROM MELVILLE.
 BJ2660'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BJ2660'STATION AT MELVILLE THENCE 4.55 MILES SOUTH ALONG A LEVEE AND A
 BJ2660'GRAVELED ROAD, OR ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC
 BJ2660'RAILROAD FROM THE STATION AT KROTZ SPRINGS, THENCE 6.35 MILES NORTH
 BJ2660'ALONG A LEVEE AND A GRAVELED ROAD, 106 FEET SOUTHEAST OF THE CENTER OF
 BJ2660'A METAL CATTLE GUARD IN THE ROAD, 73 FEET EAST OF THE CENTER LINE OF
 BJ2660'THE ROAD, 25 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD AT A GATE,
 BJ2660'84 FEET SOUTHEAST OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.6
 BJ2660'FEET EAST OF A WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL
 BJ2660'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 BJ2660'INCHES.  NOTE-- IN SECTION 15, T 5 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0598 ***********************************************************************
 BX0598  DESIGNATION -  U 235
 BX0598  PID         -  BX0598
 BX0598  STATE/COUNTY-  LA/RAPIDES
 BX0598  USGS QUAD   -  LIBUSE (1993)
 BX0598
 BX0598                         *CURRENT SURVEY CONTROL
 BX0598  ___________________________________________________________________
 BX0598* NAD 83(1986)-  31 20 58.     (N)    092 21 03.     (W)     SCALED    
 BX0598* NAVD 88     -        53.41   (+/-2cm)     175.2    (feet)  VERTCON   
 BX0598  ___________________________________________________________________
 BX0598  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BX0598
 BX0598  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0598
 BX0598.The horizontal coordinates were scaled from a topographic map and have
 BX0598.an estimated accuracy of +/- 6 seconds.
 BX0598
 BX0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0598.The vertical order pertains to the NGVD 29 superseded value.
 BX0598
 BX0598.The geoid height was determined by GEOID03.
 BX0598
 BX0598;                    North         East    Units  Estimated Accuracy
 BX0598;SPC LA N     -    94,190.    1,014,190.      MT  (+/- 180 meters Scaled)
 BX0598
 BX0598                          SUPERSEDED SURVEY CONTROL
 BX0598
 BX0598  NGVD 29 (??/??/??)   53.391  (m)          175.17   (f) ADJUSTED    1 2
 BX0598
 BX0598.Superseded values are not recommended for survey control.
 BX0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0598.See file dsdata.txt to determine how the superseded data were derived.
 BX0598
 BX0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ617685(NAD 83)
 BX0598_MARKER: DB = BENCH MARK DISK
 BX0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0598_STAMPING: U 235 1966
 BX0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0598+STABILITY: SURFACE MOTION
 BX0598
 BX0598  HISTORY     - Date     Condition        Report By
 BX0598  HISTORY     - 1966     MONUMENTED       CGS
 BX0598  HISTORY     - 19990424 GOOD             USPSQD
 BX0598
 BX0598                          STATION DESCRIPTION
 BX0598
 BX0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0598'1.1 MI SW FROM LIBUSE.
 BX0598'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0598'AT LIBUSE, IN SECTION 3, T 4 N, R 1 E, AT THE JUNCTION OF THE HIGHWAY
 BX0598'AND CIRCLE DRIVE, 86 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 27
 BX0598'FEET WEST OF THE CENTER LINE OF CIRCLE DRIVE, 71 FEET EAST OF THE
 BX0598'SOUTHEAST CORNER OF A FRAME HOUSE, 22 FEET EAST-SOUTHEAST OF AN
 BX0598'18-INCH PINE TREE, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET NORTHWEST OF A
 BX0598'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 BX0598'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BX0598
 BX0598                          STATION RECOVERY (1999)
 BX0598
 BX0598'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1633 ***********************************************************************
 BW1633  DESIGNATION -  U 236
 BW1633  PID         -  BW1633
 BW1633  STATE/COUNTY-  LA/CATAHOULA
 BW1633  USGS QUAD   -  WALTERS (1995)
 BW1633
 BW1633                         *CURRENT SURVEY CONTROL
 BW1633  ___________________________________________________________________
 BW1633* NAD 83(1986)-  31 34 28.     (N)    091 58 45.     (W)     SCALED    
 BW1633* NAVD 88     -        16.48   (+/-2cm)      54.1    (feet)  VERTCON   
 BW1633  ___________________________________________________________________
 BW1633  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1633
 BW1633  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1633
 BW1633.The horizontal coordinates were scaled from a topographic map and have
 BW1633.an estimated accuracy of +/- 6 seconds.
 BW1633
 BW1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1633.The vertical order pertains to the NGVD 29 superseded value.
 BW1633
 BW1633.The geoid height was determined by GEOID03.
 BW1633
 BW1633;                    North         East    Units  Estimated Accuracy
 BW1633;SPC LA N     -   119,250.    1,049,440.      MT  (+/- 180 meters Scaled)
 BW1633
 BW1633                          SUPERSEDED SURVEY CONTROL
 BW1633
 BW1633  NGVD 29 (??/??/92)   16.467  (m)           54.03   (f) ADJ UNCH    1 2
 BW1633
 BW1633.Superseded values are not recommended for survey control.
 BW1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1633.See file dsdata.txt to determine how the superseded data were derived.
 BW1633
 BW1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ968937(NAD 83)
 BW1633_MARKER: DB = BENCH MARK DISK
 BW1633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1633_SP_SET: 40FT.
 BW1633_STAMPING: U 236 1966
 BW1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1633
 BW1633  HISTORY     - Date     Condition        Report By
 BW1633  HISTORY     - 1966     MONUMENTED       CGS
 BW1633  HISTORY     - 1979     POOR             USGS
 BW1633
 BW1633                          STATION DESCRIPTION
 BW1633
 BW1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1633'10.85 MI SW FROM JONESVILLE.
 BW1633'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1633'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1633'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BW1633'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 0.25 MILE SOUTHWEST ALONG
 BW1633'STATE HIGHWAY 28, IN SECTION 42, T 7 N, R 5 E, 63 1/2 FEET SOUTHEAST
 BW1633'OF THE CENTER LINE OF THE HIGHWAY, 124 FEET SOUTHEAST OF AND ACROSS
 BW1633'THE HIGHWAY FROM POWER POLE NUMBER 162, 12 1/2 FEET SOUTHWEST OF THE
 BW1633'CENTER OF A METAL GATE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 6
 BW1633'FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 BW1633'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED
 BW1633'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 5 INCHES.
 BW1633
 BW1633                          STATION RECOVERY (1979)
 BW1633
 BW1633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1633'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0763 ***********************************************************************
 BX0763  DESIGNATION -  U 237
 BX0763  PID         -  BX0763
 BX0763  STATE/COUNTY-  LA/RAPIDES
 BX0763  USGS QUAD   -  ALEXANDRIA (1992)
 BX0763
 BX0763                         *CURRENT SURVEY CONTROL
 BX0763  ___________________________________________________________________
 BX0763* NAD 83(1986)-  31 18 44.     (N)    092 27 15.     (W)     SCALED    
 BX0763* NAVD 88     -        24.214  (meters)      79.44   (feet)  ADJUSTED  
 BX0763  ___________________________________________________________________
 BX0763  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BX0763  DYNAMIC HT  -          24.184 (meters)      79.34  (feet)  COMP
 BX0763  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 BX0763
 BX0763  VERT ORDER  -  FIRST     CLASS I
 BX0763
 BX0763.The horizontal coordinates were scaled from a topographic map and have
 BX0763.an estimated accuracy of +/- 6 seconds.
 BX0763
 BX0763.The orthometric height was determined by differential leveling
 BX0763.and adjusted by the National Geodetic Survey in February 1994..
 BX0763
 BX0763.The geoid height was determined by GEOID03.
 BX0763
 BX0763.The dynamic height is computed by dividing the NAVD 88
 BX0763.geopotential number by the normal gravity value computed on the
 BX0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0763.degrees latitude (g = 980.6199 gals.).
 BX0763
 BX0763.The modeled gravity was interpolated from observed gravity values.
 BX0763
 BX0763;                    North         East    Units  Estimated Accuracy
 BX0763;SPC LA N     -    90,060.    1,004,360.      MT  (+/- 180 meters Scaled)
 BX0763
 BX0763                          SUPERSEDED SURVEY CONTROL
 BX0763
 BX0763  NAVD 88 (06/15/91)   24.213  (m)           79.44   (f) UNKNOWN     1 1
 BX0763  NGVD 29 (??/??/??)   24.203  (m)           79.41   (f) ADJUSTED    1 1
 BX0763
 BX0763.Superseded values are not recommended for survey control.
 BX0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0763.See file dsdata.txt to determine how the superseded data were derived.
 BX0763
 BX0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ519643(NAD 83)
 BX0763_MARKER: DB = BENCH MARK DISK
 BX0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0763_SP_SET: ABUTMENT
 BX0763_STAMPING: U 237 1966
 BX0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0763+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BX0763
 BX0763  HISTORY     - Date     Condition        Report By
 BX0763  HISTORY     - 1966     MONUMENTED       CGS
 BX0763  HISTORY     - 1970     GOOD             NGS
 BX0763  HISTORY     - 1977     GOOD             NGS
 BX0763  HISTORY     - 20050204 GOOD             USPSQD
 BX0763
 BX0763                          STATION DESCRIPTION
 BX0763
 BX0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0763'1.0 MI W FROM ALEXANDRIA.
 BX0763'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0763'ALEXANDRIA, THENCE 0.55 MILE NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0763'RAILROAD, IN SECTION 41, T 4 N, R 1 W, SET IN THE TOP OF THE SOUTHWEST
 BX0763'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE MONROE STREET UNDERPASS,
 BX0763'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 64 FEET SOUTHEAST
 BX0763'OF THE CENTER LINE OF THE UNDERPASS, 7 FEET SOUTHWEST OF A SIDE TRACK,
 BX0763'AND ABOUT 6 INCHES BELOW THE LEVEL OF THE TRACK.
 BX0763
 BX0763                          STATION RECOVERY (1970)
 BX0763
 BX0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0763'RECOVERED IN GOOD CONDITION.
 BX0763
 BX0763                          STATION RECOVERY (1977)
 BX0763
 BX0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0763'RECOVERED IN GOOD CONDITION.
 BX0763
 BX0763                          STATION RECOVERY (2005)
 BX0763
 BX0763'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BX0763'MARKER IS SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 BX0763'CONCRETE ABUTMENT AND IS 5.3 FT SOUTHWEST OF THE SOUTHWESTERN MOST
 BX0763'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0822 ***********************************************************************
 BX0822  DESIGNATION -  U 238
 BX0822  PID         -  BX0822
 BX0822  STATE/COUNTY-  LA/AVOYELLES
 BX0822  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0822
 BX0822                         *CURRENT SURVEY CONTROL
 BX0822  ___________________________________________________________________
 BX0822* NAD 83(1986)-  31 10 25.     (N)    092 05 52.     (W)     SCALED    
 BX0822* NAVD 88     -        21.982  (meters)      72.12   (feet)  ADJUSTED  
 BX0822  ___________________________________________________________________
 BX0822  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX0822  DYNAMIC HT  -          21.954 (meters)      72.03  (feet)  COMP
 BX0822  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 BX0822
 BX0822  VERT ORDER  -  FIRST     CLASS I
 BX0822
 BX0822.The horizontal coordinates were scaled from a topographic map and have
 BX0822.an estimated accuracy of +/- 6 seconds.
 BX0822
 BX0822.The orthometric height was determined by differential leveling
 BX0822.and adjusted by the National Geodetic Survey in February 1994..
 BX0822
 BX0822.The geoid height was determined by GEOID03.
 BX0822
 BX0822.The dynamic height is computed by dividing the NAVD 88
 BX0822.geopotential number by the normal gravity value computed on the
 BX0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0822.degrees latitude (g = 980.6199 gals.).
 BX0822
 BX0822.The modeled gravity was interpolated from observed gravity values.
 BX0822
 BX0822;                    North         East    Units  Estimated Accuracy
 BX0822;SPC LA N     -    74,760.    1,038,340.      MT  (+/- 180 meters Scaled)
 BX0822
 BX0822                          SUPERSEDED SURVEY CONTROL
 BX0822
 BX0822  NAVD 88 (06/15/91)   21.993  (m)           72.16   (f) UNKNOWN     1 1
 BX0822  NGVD 29 (??/??/??)   21.947  (m)           72.00   (f) ADJUSTED    1 1
 BX0822
 BX0822.Superseded values are not recommended for survey control.
 BX0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0822.See file dsdata.txt to determine how the superseded data were derived.
 BX0822
 BX0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ859491(NAD 83)
 BX0822_MARKER: DB = BENCH MARK DISK
 BX0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0822_SP_SET: CULVERT
 BX0822_STAMPING: U 238 1966
 BX0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0822+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX0822
 BX0822  HISTORY     - Date     Condition        Report By
 BX0822  HISTORY     - 1966     MONUMENTED       CGS
 BX0822  HISTORY     - 1977     GOOD             NGS
 BX0822  HISTORY     - 20040204 GOOD             USPSQD
 BX0822
 BX0822                          STATION DESCRIPTION
 BX0822
 BX0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0822'4.05 MI NW FROM MARKSVILLE.
 BX0822'ABOUT 4.05 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0822'COURTHOUSE AT MARKSVILLE, IN SECTION 81, T 2 N, R 4 E, ABOUT 136 YARDS
 BX0822'SOUTHEAST OF THE EAST CORNER OF THE DAUZAT STORE AND SHELL SERVICE
 BX0822'STATION, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BX0822'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A
 BX0822'DOUBLE-CHANNEL CULVERT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 BX0822'HIGHWAY.
 BX0822
 BX0822                          STATION RECOVERY (1977)
 BX0822
 BX0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0822'RECOVERED IN GOOD CONDITION.
 BX0822
 BX0822                          STATION RECOVERY (2004)
 BX0822
 BX0822'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0925 ***********************************************************************
 BX0925  DESIGNATION -  U 239
 BX0925  PID         -  BX0925
 BX0925  STATE/COUNTY-  LA/RAPIDES
 BX0925  USGS QUAD   -  ALEXANDRIA (1992)
 BX0925
 BX0925                         *CURRENT SURVEY CONTROL
 BX0925  ___________________________________________________________________
 BX0925* NAD 83(1986)-  31 15 12.     (N)    092 26 20.     (W)     SCALED    
 BX0925* NAVD 88     -        24.875  (meters)      81.61   (feet)  ADJUSTED  
 BX0925  ___________________________________________________________________
 BX0925  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX0925  DYNAMIC HT  -          24.844 (meters)      81.51  (feet)  COMP
 BX0925  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 BX0925
 BX0925  VERT ORDER  -  FIRST     CLASS I
 BX0925
 BX0925.The horizontal coordinates were scaled from a topographic map and have
 BX0925.an estimated accuracy of +/- 6 seconds.
 BX0925
 BX0925.The orthometric height was determined by differential leveling
 BX0925.and adjusted by the National Geodetic Survey in February 1994..
 BX0925
 BX0925.The geoid height was determined by GEOID03.
 BX0925
 BX0925.The dynamic height is computed by dividing the NAVD 88
 BX0925.geopotential number by the normal gravity value computed on the
 BX0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0925.degrees latitude (g = 980.6199 gals.).
 BX0925
 BX0925.The modeled gravity was interpolated from observed gravity values.
 BX0925
 BX0925;                    North         East    Units  Estimated Accuracy
 BX0925;SPC LA N     -    83,530.    1,005,820.      MT  (+/- 180 meters Scaled)
 BX0925
 BX0925                          SUPERSEDED SURVEY CONTROL
 BX0925
 BX0925  NAVD 88 (06/15/91)   24.873  (m)           81.60   (f) UNKNOWN     1 1
 BX0925  NGVD 29 (??/??/??)   24.861  (m)           81.56   (f) ADJUSTED    1 1
 BX0925
 BX0925.Superseded values are not recommended for survey control.
 BX0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0925.See file dsdata.txt to determine how the superseded data were derived.
 BX0925
 BX0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ534578(NAD 83)
 BX0925_MARKER: DB = BENCH MARK DISK
 BX0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0925_SP_SET: FOUNDATION
 BX0925_STAMPING: U 239 1966
 BX0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0925
 BX0925  HISTORY     - Date     Condition        Report By
 BX0925  HISTORY     - 1966     MONUMENTED       CGS
 BX0925  HISTORY     - 1970     GOOD             NGS
 BX0925  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0925  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0925
 BX0925                          STATION DESCRIPTION
 BX0925
 BX0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0925'4.75 MI S FROM ALEXANDRIA.
 BX0925'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0925'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0925'RAILROAD, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.85 MILE
 BX0925'SOUTHEAST ALONG THE U.S. HIGHWAYS 71 AND 167 BYPASS, ABOUT 0.5 MILE
 BX0925'NORTHWEST OF A VIADUCT OVER THE TEXAS AND PACIFIC RAILROAD AND THE
 BX0925'MISSOURI PACIFIC RAILROAD, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BX0925'HIGHWAY, 124 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF SMITH
 BX0925'AVENUE, 47 FEET NORTH OF THE NORTH CORNER OF A TEXACO SERVICE STATION,
 BX0925'SET IN THE TOP OF THE NORTHWEST SIDE OF THE CONCRETE FOUNDATION OF A
 BX0925'24-INCH PIPE SUPPORTING A GIANT-SIZED TEXACO SIGN, 5 INCHES NORTHWEST
 BX0925'OF THE PIPE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND FLUSH
 BX0925'WITH THE GROUND.
 BX0925
 BX0925                          STATION RECOVERY (1970)
 BX0925
 BX0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0925'RECOVERED IN GOOD CONDITION.
 BX0925
 BX0925                          STATION RECOVERY (1977)
 BX0925
 BX0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0925'NOT RECOVERED, U.S. HIGHWAYS 71 AND 167 BY-PASS HAS BEEN
 BX0925'FOUR LANED SINCE 1970, AND AREA OF BENCH MARK HAS BEEN MADE
 BX0925'INTO ANOTHER HIGHWAY.
 BX0925
 BX0925                          STATION RECOVERY (1999)
 BX0925
 BX0925'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1047 ***********************************************************************
 CP1047  DESIGNATION -  U 24
 CP1047  PID         -  CP1047
 CP1047  STATE/COUNTY-  LA/WEST CARROLL
 CP1047  USGS QUAD   -  PIONEER (1986)
 CP1047
 CP1047                         *CURRENT SURVEY CONTROL
 CP1047  ___________________________________________________________________
 CP1047* NAD 83(1986)-  32 40 07.     (N)    091 27 28.     (W)     SCALED    
 CP1047* NAVD 88     -        31.684  (meters)     103.95   (feet)  ADJUSTED  
 CP1047  ___________________________________________________________________
 CP1047  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP1047  DYNAMIC HT  -          31.649 (meters)     103.84  (feet)  COMP
 CP1047  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 CP1047
 CP1047  VERT ORDER  -  SECOND    CLASS 0
 CP1047
 CP1047.The horizontal coordinates were scaled from a topographic map and have
 CP1047.an estimated accuracy of +/- 6 seconds.
 CP1047
 CP1047.The orthometric height was determined by differential leveling
 CP1047.and adjusted by the National Geodetic Survey in June 1991..
 CP1047
 CP1047.The geoid height was determined by GEOID03.
 CP1047
 CP1047.The dynamic height is computed by dividing the NAVD 88
 CP1047.geopotential number by the normal gravity value computed on the
 CP1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1047.degrees latitude (g = 980.6199 gals.).
 CP1047
 CP1047.The modeled gravity was interpolated from observed gravity values.
 CP1047
 CP1047;                    North         East    Units  Estimated Accuracy
 CP1047;SPC LA N     -   240,920.    1,097,760.      MT  (+/- 180 meters Scaled)
 CP1047
 CP1047                          SUPERSEDED SURVEY CONTROL
 CP1047
 CP1047  NGVD 29 (??/??/92)   31.747  (m)          104.16   (f) ADJ UNCH    2 0
 CP1047
 CP1047.Superseded values are not recommended for survey control.
 CP1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1047.See file dsdata.txt to determine how the superseded data were derived.
 CP1047
 CP1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS446156(NAD 83)
 CP1047_MARKER: DB = BENCH MARK DISK
 CP1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1047_STAMPING: U-24 1935
 CP1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1047+STABILITY: SURFACE MOTION
 CP1047
 CP1047  HISTORY     - Date     Condition        Report By
 CP1047  HISTORY     - 1935     MONUMENTED       CGS
 CP1047
 CP1047                          STATION DESCRIPTION
 CP1047
 CP1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1047'0.6 MI S FROM DARNELL.
 CP1047'0.6 MILE SOUTH OF, ALONG M.P. RY. FROM CANTWELL CASH STORE OPPOSITE
 CP1047'SMALL HOUSE WITH STEEP TIN ROOF, ON WEST SIDE OF HIGHWAY.  ABOUT 200
 CP1047'FEET SOUTHWEST OF SMALL HOUSE SURROUNDED BY PICKET FENCE.  56 FEET
 CP1047'NORTH OF CENTERLINE OF CROSS ROAD.  50 FEET WEST OF CENTERLINE OF
 CP1047'MISSOURI PACIFIC R.R. TRACK.  29.6 FEET EAST OF CENTERLINE OF ST. HWY.
 CP1047'16.  16.7 FEET NORTHWEST OF M.P. 479-10.  6.7 FEET NORTH OF TELEPHONE
 CP1047'POLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2055 ***********************************************************************
 BJ2055  DESIGNATION -  U 241
 BJ2055  PID         -  BJ2055
 BJ2055  STATE/COUNTY-  LA/IBERIA
 BJ2055  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2055
 BJ2055                         *CURRENT SURVEY CONTROL
 BJ2055  ___________________________________________________________________
 BJ2055* NAD 83(1986)-  30 02 24.     (N)    091 28 16.     (W)     SCALED    
 BJ2055* NAVD 88     -         3.39   (+/-2cm)      11.1    (feet)  VERTCON   
 BJ2055  ___________________________________________________________________
 BJ2055  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BJ2055
 BJ2055  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2055
 BJ2055.The horizontal coordinates were scaled from a topographic map and have
 BJ2055.an estimated accuracy of +/- 6 seconds.
 BJ2055
 BJ2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2055.The vertical order pertains to the NGVD 29 superseded value.
 BJ2055
 BJ2055.The geoid height was determined by GEOID03.
 BJ2055
 BJ2055;                    North         East    Units  Estimated Accuracy
 BJ2055;SPC LA S     -   170,710.      986,710.      MT  (+/- 180 meters Scaled)
 BJ2055
 BJ2055                          SUPERSEDED SURVEY CONTROL
 BJ2055
 BJ2055  NGVD 29 (??/??/??)    3.424  (m)           11.23   (f) ADJUSTED    1 2
 BJ2055
 BJ2055.Superseded values are not recommended for survey control.
 BJ2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2055.See file dsdata.txt to determine how the superseded data were derived.
 BJ2055
 BJ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP474242(NAD 83)
 BJ2055_MARKER: DB = BENCH MARK DISK
 BJ2055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2055_SP_SET: 104 FT.
 BJ2055_STAMPING: U 241 1966
 BJ2055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2055
 BJ2055  HISTORY     - Date     Condition        Report By
 BJ2055  HISTORY     - 1966     MONUMENTED       CGS
 BJ2055
 BJ2055                          STATION DESCRIPTION
 BJ2055
 BJ2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2055'18.2 MI NE FROM CHARENTON.
 BJ2055'ABOUT 0.2 MILE NORTHWEST ALONG STATE ROAD 326 FROM THE POST OFFICE AT
 BJ2055'CHARENTON, THENCE 0.2 MILE NORTHEAST ALONG STATE ROAD 324, THENCE 0.1
 BJ2055'MILE NORTHWEST ALONG STATE ROAD 87, THENCE 0.9 MILE NORTHEAST ALONG
 BJ2055'THE CHARENTON FLOOD GATE ROAD, THENCE 4.8 MILES SOUTHEAST ALONG A
 BJ2055'GRAVELED ROAD ON THE TOP OF A LEVEE, THENCE 1.2 MILES NORTHEAST ACROSS
 BJ2055'GRAND LAKE TO THE NORTHEAST BANK OF THE ATCHAFALAYA RIVER, THENCE 8.4
 BJ2055'MILES NORTH ALONG THE RIVER BANK, THENCE 2.4 MILES NORTHEAST THROUGH
 BJ2055'TIMBER AND ALONG A SMALL CANAL TO THE NORTHEAST POINT OF TURKEY
 BJ2055'ISLAND, IN SECTION 8, T 12 S, R 9 E, 75 FEET SOUTHEAST OF THE
 BJ2055'SOUTHEAST BANK OF HOG ISLAND PASS, 150 FEET SOUTH OF THE POINT OF
 BJ2055'TURKEY ISLAND, 79 FEET SOUTHEAST OF THE SOUTHEAST BANK OF A SMALL
 BJ2055'CANAL ON THE NORTHWEST SIDE OF TURKEY ISLAND, 1.5 FEET NORTH OF A
 BJ2055'METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE RIVER, A DISK
 BJ2055'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 BJ2055'OF 104 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0002 ***********************************************************************
 CQ0002  DESIGNATION -  U 242
 CQ0002  PID         -  CQ0002
 CQ0002  STATE/COUNTY-  LA/OUACHITA
 CQ0002  USGS QUAD   -  MONROE NORTH (1994)
 CQ0002
 CQ0002                         *CURRENT SURVEY CONTROL
 CQ0002  ___________________________________________________________________
 CQ0002* NAD 83(1986)-  32 30 43.     (N)    092 03 17.     (W)     SCALED    
 CQ0002* NAVD 88     -        22.237  (meters)      72.96   (feet)  ADJUSTED  
 CQ0002  ___________________________________________________________________
 CQ0002  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0002  DYNAMIC HT  -          22.212 (meters)      72.87  (feet)  COMP
 CQ0002  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CQ0002
 CQ0002  VERT ORDER  -  FIRST     CLASS I
 CQ0002
 CQ0002.This mark is at Monroe Airport (MLU)
 CQ0002
 CQ0002.The horizontal coordinates were scaled from a topographic map and have
 CQ0002.an estimated accuracy of +/- 6 seconds.
 CQ0002
 CQ0002.The orthometric height was determined by differential leveling
 CQ0002.and adjusted by the National Geodetic Survey in June 1991..
 CQ0002
 CQ0002.The geoid height was determined by GEOID03.
 CQ0002
 CQ0002.The dynamic height is computed by dividing the NAVD 88
 CQ0002.geopotential number by the normal gravity value computed on the
 CQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0002.degrees latitude (g = 980.6199 gals.).
 CQ0002
 CQ0002.The modeled gravity was interpolated from observed gravity values.
 CQ0002
 CQ0002;                    North         East    Units  Estimated Accuracy
 CQ0002;SPC LA N     -   223,170.    1,041,840.      MT  (+/- 180 meters Scaled)
 CQ0002
 CQ0002                          SUPERSEDED SURVEY CONTROL
 CQ0002
 CQ0002  NGVD 29 (??/??/??)   22.280  (m)           73.10   (f) ADJUSTED    1 1
 CQ0002
 CQ0002.Superseded values are not recommended for survey control.
 CQ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0002.See file dsdata.txt to determine how the superseded data were derived.
 CQ0002
 CQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR887975(NAD 83)
 CQ0002_MARKER: DB = BENCH MARK DISK
 CQ0002_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CQ0002+WITH SETTING: PAVEMENT
 CQ0002_STAMPING: U 242 1966
 CQ0002_MARK LOGO: CGS   
 CQ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0002+STABILITY: SURFACE MOTION
 CQ0002
 CQ0002  HISTORY     - Date     Condition        Report By
 CQ0002  HISTORY     - 1966     MONUMENTED       CGS
 CQ0002  HISTORY     - 1969     GOOD             CGS
 CQ0002  HISTORY     - 1978     GOOD             LADTD
 CQ0002  HISTORY     - 1983     GOOD             LADTD
 CQ0002  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ0002  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CQ0002
 CQ0002                          STATION DESCRIPTION
 CQ0002
 CQ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0002'3.9 MI E FROM MONROE.
 CQ0002'ABOUT 3.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0002'STATION AT MONROE, THENCE 0.8 MILE NORTH ALONG A PAVED STREET, IN
 CQ0002'SECTION 28, T 18 N, R 4 E, AT THE WEST ENTRANCE OF THE MAIN ACCESS
 CQ0002'ROAD TO THE MONROE MUNICIPAL AIRPORT WHICH WAS FORMERLY SELMAN FIELD,
 CQ0002'110 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 41 FEET SOUTH
 CQ0002'OF THE CENTER LINE OF THE ACCESS ROAD, 36 1/2 FEET WEST OF THE
 CQ0002'NORTHWEST CORNER OF THE EAST WING OF A SCHOOL FOR RETARDED CHILDREN,
 CQ0002'39 FEET EAST OF THE NORTHEAST CORNER OF THE WEST WING OF THE SCHOOL
 CQ0002'BUILDING, SET IN THE TOP OF THE SOUTH EDGE OF THE CONCRETE BASE FOR A
 CQ0002'FLAG POLE, ABOUT LEVEL WITH THE ROADS, AND FLUSH WITH THE GROUND.
 CQ0002
 CQ0002                          STATION RECOVERY (1969)
 CQ0002
 CQ0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ0002'RECOVERED IN GOOD CONDITION.
 CQ0002
 CQ0002                          STATION RECOVERY (1978)
 CQ0002
 CQ0002'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 CQ0002'RECOVERED IN GOOD CONDITION.
 CQ0002
 CQ0002                          STATION RECOVERY (1983)
 CQ0002
 CQ0002'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 CQ0002'RECOVERED IN GOOD CONDITION.
 CQ0002
 CQ0002                          STATION RECOVERY (1990)
 CQ0002
 CQ0002'RECOVERY NOTE BY US POWER SQUADRON 1990 (IMJ)
 CQ0002'MARK NOT FOUND.
 CQ0002
 CQ0002                          STATION RECOVERY (1997)
 CQ0002
 CQ0002'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1885 ***********************************************************************
 CP1885  DESIGNATION -  U 243
 CP1885  PID         -  CP1885
 CP1885  STATE/COUNTY-  LA/FRANKLIN
 CP1885  USGS QUAD   -  FT NECESSITY (1983)
 CP1885
 CP1885                         *CURRENT SURVEY CONTROL
 CP1885  ___________________________________________________________________
 CP1885* NAD 83(1986)-  32 05 59.     (N)    091 46 03.     (W)     SCALED    
 CP1885* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 CP1885  ___________________________________________________________________
 CP1885  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CP1885
 CP1885  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1885
 CP1885.The horizontal coordinates were scaled from a topographic map and have
 CP1885.an estimated accuracy of +/- 6 seconds.
 CP1885
 CP1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1885.The vertical order pertains to the NGVD 29 superseded value.
 CP1885
 CP1885.The geoid height was determined by GEOID03.
 CP1885
 CP1885;                    North         East    Units  Estimated Accuracy
 CP1885;SPC LA N     -   177,600.    1,069,140.      MT  (+/- 180 meters Scaled)
 CP1885
 CP1885                          SUPERSEDED SURVEY CONTROL
 CP1885
 CP1885  NGVD 29 (??/??/92)   21.251  (m)           69.72   (f) ADJ UNCH    1 2
 CP1885
 CP1885.Superseded values are not recommended for survey control.
 CP1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1885.See file dsdata.txt to determine how the superseded data were derived.
 CP1885
 CP1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR162521(NAD 83)
 CP1885_MARKER: DB = BENCH MARK DISK
 CP1885_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1885_SP_SET: COPPER-CLAD STEEL ROD
 CP1885_STAMPING: U 243 1966
 CP1885_MARK LOGO: CGS   
 CP1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1885+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP1885
 CP1885  HISTORY     - Date     Condition        Report By
 CP1885  HISTORY     - 1966     MONUMENTED       CGS
 CP1885  HISTORY     - 19871105 GOOD             LADTD
 CP1885  HISTORY     - 20050318 GOOD             USPSQD
 CP1885
 CP1885                          STATION DESCRIPTION
 CP1885
 CP1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1885'5.2 MI NE FROM FT NECESSITY.
 CP1885'ABOUT 5.2 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 CP1885'AT FT. NECESSITY, IN SECTION 20, T 13 N, R 7 E, ON PROPERTY BELONGING
 CP1885'TO MR. C. WIGGENS, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CP1885'HIGHWAY, 62 FEET NORTHWEST OF THE NORTH CORNER OF A HOUSE OCCUPIED BY
 CP1885'MR. A.K. MERCER, 12 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 CP1885'DRIVEWAY, 3 1/2 FEET SOUTHWEST OF A POWER POLE, 1/2 FOOT SOUTHEAST OF
 CP1885'A FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CP1885'BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 CP1885'COATED ROD THAT IS DRIVEN TO A DEPTH OF 101 FEET AND IS ENCASED IN A
 CP1885'5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.  NOTE-- THIS BENCH MARK
 CP1885'CAN ALSO BE REACHED BY GOING 0.2 MILE WEST ALONG MAIN STREET FROM THE
 CP1885'COURTHOUSE AT WINNSBORO, THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH
 CP1885'STREET, THENCE 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 15 THENCE 5.6
 CP1885'MILES SOUTHWEST ALONG STATE HIGHWAY 4.
 CP1885
 CP1885                          STATION RECOVERY (1987)
 CP1885
 CP1885'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1885'THE STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) NORTHEAST OF FORT
 CP1885'NECESSITY, 9.0 M (5.60 MI) SOUTHWEST OF WINNSBORO, IN SECTION 20, T 13
 CP1885'N, R 7 E.  OWNERSHIP--MR. C. WIGGENS.
 CP1885'TO REACH THE STATION FROM THE POST OFFICE IN FORT NECESSITY GO EAST
 CP1885'FOR 8.4 KM (5.20 MI) ON STATE HIGHWAY 4 OR TO REACH THE STATION FROM
 CP1885'THE JUNCTION OF STATE HIGHWAYS 4 AND 15 IN WINNSBORO GO SOUTHWEST FOR
 CP1885'9.0 KM (5.60 MI) ON HIGHWAY 4 TO THE MARK.
 CP1885'THE STATION IS 18.9 M (62.0 FT) NORTHWEST FROM THE NORTH CORNER OF A
 CP1885'HOUSE, 14.0 M (45.9 FT) SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 1.1
 CP1885'M (3.6 FT) SOUTHWEST FROM A POWER POLE, 0.3 M (1.0 FT) SOUTHEAST FROM
 CP1885'A METAL WITNESS POST AND 0.1 M (0.3 FT) NORTHWEST FROM A FENCE.  THE
 CP1885'MARK IS PROJECTING 15 CM ABOVE THE GROUND AND ABOUT 0.3 M (1.0 FT)
 CP1885'BELOW THE LEVEL OF THE HIGHWAY.
 CP1885
 CP1885                          STATION RECOVERY (2005)
 CP1885
 CP1885'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1396 ***********************************************************************
 CP1396  DESIGNATION -  U 245
 CP1396  PID         -  CP1396
 CP1396  STATE/COUNTY-  LA/MADISON
 CP1396  USGS QUAD   -  DELHI (1986)
 CP1396
 CP1396                         *CURRENT SURVEY CONTROL
 CP1396  ___________________________________________________________________
 CP1396* NAD 83(1986)-  32 27 01.     (N)    091 25 31.     (W)     SCALED    
 CP1396* NAVD 88     -        24.890  (meters)      81.66   (feet)  ADJUSTED  
 CP1396  ___________________________________________________________________
 CP1396  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1396  DYNAMIC HT  -          24.862 (meters)      81.57  (feet)  COMP
 CP1396  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 CP1396
 CP1396  VERT ORDER  -  FIRST     CLASS I
 CP1396
 CP1396.The horizontal coordinates were scaled from a topographic map and have
 CP1396.an estimated accuracy of +/- 6 seconds.
 CP1396
 CP1396.The orthometric height was determined by differential leveling
 CP1396.and adjusted by the National Geodetic Survey in June 1991..
 CP1396
 CP1396.The geoid height was determined by GEOID03.
 CP1396
 CP1396.The dynamic height is computed by dividing the NAVD 88
 CP1396.geopotential number by the normal gravity value computed on the
 CP1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1396.degrees latitude (g = 980.6199 gals.).
 CP1396
 CP1396.The modeled gravity was interpolated from observed gravity values.
 CP1396
 CP1396;                    North         East    Units  Estimated Accuracy
 CP1396;SPC LA N     -   216,740.    1,101,050.      MT  (+/- 180 meters Scaled)
 CP1396
 CP1396                          SUPERSEDED SURVEY CONTROL
 CP1396
 CP1396  NGVD 29 (??/??/??)   24.906  (m)           81.71   (f) ADJUSTED    1 1
 CP1396
 CP1396.Superseded values are not recommended for survey control.
 CP1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1396.See file dsdata.txt to determine how the superseded data were derived.
 CP1396
 CP1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR480914(NAD 83)
 CP1396_MARKER: DB = BENCH MARK DISK
 CP1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1396_STAMPING: U 245 1966
 CP1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1396+STABILITY: SURFACE MOTION
 CP1396
 CP1396  HISTORY     - Date     Condition        Report By
 CP1396  HISTORY     - 1966     MONUMENTED       CGS
 CP1396  HISTORY     - 1968     GOOD             NGS
 CP1396
 CP1396                          STATION DESCRIPTION
 CP1396
 CP1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP1396'4.0 MI E FROM DELHI.
 CP1396'4.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1396'DELHI, IN SECTION 15, T 17 N, R 10 E, 0.8 MILE WEST OF A CONCRETE
 CP1396'HIGHWAY BRIDGE OVER JOES BAYOU, 11 POLES WEST OF MILEPOST 31, AT THE
 CP1396'EAST END OF A ROADSIDE REST AREA, 38 FEET NORTH OF THE NORTH RAIL, 69
 CP1396'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 4 FEET EAST OF A
 CP1396'TELEPHONE POLE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 CP1396'BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 CP1396'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 CP1396'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1440 ***********************************************************************
 BW1440  DESIGNATION -  U 246
 BW1440  PID         -  BW1440
 BW1440  STATE/COUNTY-  LA/CATAHOULA
 BW1440  USGS QUAD   -  SICILY ISLAND (1983)
 BW1440
 BW1440                         *CURRENT SURVEY CONTROL
 BW1440  ___________________________________________________________________
 BW1440* NAD 83(1986)-  31 51 21.     (N)    091 39 47.     (W)     SCALED    
 BW1440* NAVD 88     -        20.66   (+/-2cm)      67.8    (feet)  VERTCON   
 BW1440  ___________________________________________________________________
 BW1440  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW1440
 BW1440  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1440
 BW1440.The horizontal coordinates were scaled from a topographic map and have
 BW1440.an estimated accuracy of +/- 6 seconds.
 BW1440
 BW1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1440.The vertical order pertains to the NGVD 29 superseded value.
 BW1440
 BW1440.The geoid height was determined by GEOID03.
 BW1440
 BW1440;                    North         East    Units  Estimated Accuracy
 BW1440;SPC LA N     -   150,630.    1,079,200.      MT  (+/- 180 meters Scaled)
 BW1440
 BW1440                          SUPERSEDED SURVEY CONTROL
 BW1440
 BW1440  NGVD 29 (??/??/92)   20.672  (m)           67.82   (f) ADJ UNCH    1 2
 BW1440
 BW1440.Superseded values are not recommended for survey control.
 BW1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1440.See file dsdata.txt to determine how the superseded data were derived.
 BW1440
 BW1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR264252(NAD 83)
 BW1440_MARKER: DB = BENCH MARK DISK
 BW1440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1440_SP_SET: CULVERT
 BW1440_STAMPING: U 246 1966
 BW1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1440
 BW1440  HISTORY     - Date     Condition        Report By
 BW1440  HISTORY     - 1966     MONUMENTED       CGS
 BW1440
 BW1440                          STATION DESCRIPTION
 BW1440
 BW1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1440'0.7 MI NW FROM SICILY ISLAND.
 BW1440'ABOUT 0.7 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1440'POST OFFICE AT SICILY ISLAND, IN SECTION 9, T 10 N, R 8 E, AT A POINT
 BW1440'WHERE THE TRACK AND STATE HIGHWAY 15 PARALLEL EACH OTHER, NEAR
 BW1440'MILEPOST 623, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 94 FEET EAST
 BW1440'OF THE EAST RAIL, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET
 BW1440'IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL OF A
 BW1440'TRIPLE-CHANNELED CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT 3 FEET
 BW1440'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1468 ***********************************************************************
 CP1468  DESIGNATION -  U 247
 CP1468  PID         -  CP1468
 CP1468  STATE/COUNTY-  LA/FRANKLIN
 CP1468  USGS QUAD   -  COMO (1983)
 CP1468
 CP1468                         *CURRENT SURVEY CONTROL
 CP1468  ___________________________________________________________________
 CP1468* NAD 83(1986)-  32 05 34.     (N)    091 31 14.     (W)     SCALED    
 CP1468* NAVD 88     -        18.33   (+/-2cm)      60.1    (feet)  VERTCON   
 CP1468  ___________________________________________________________________
 CP1468  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1468
 CP1468  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1468
 CP1468.The horizontal coordinates were scaled from a topographic map and have
 CP1468.an estimated accuracy of +/- 6 seconds.
 CP1468
 CP1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1468.The vertical order pertains to the NGVD 29 superseded value.
 CP1468
 CP1468.The geoid height was determined by GEOID03.
 CP1468
 CP1468;                    North         East    Units  Estimated Accuracy
 CP1468;SPC LA N     -   177,020.    1,092,450.      MT  (+/- 180 meters Scaled)
 CP1468
 CP1468                          SUPERSEDED SURVEY CONTROL
 CP1468
 CP1468  NGVD 29 (??/??/92)   18.343  (m)           60.18   (f) ADJ UNCH    1 2
 CP1468
 CP1468.Superseded values are not recommended for survey control.
 CP1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1468.See file dsdata.txt to determine how the superseded data were derived.
 CP1468
 CP1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR396516(NAD 83)
 CP1468_MARKER: DB = BENCH MARK DISK
 CP1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1468_SP_SET: CONCRETE POST
 CP1468_STAMPING: U 247 1966
 CP1468_MARK LOGO: CGS   
 CP1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1468+STABILITY: SURFACE MOTION
 CP1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1468+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 CP1468
 CP1468  HISTORY     - Date     Condition        Report By
 CP1468  HISTORY     - 1966     MONUMENTED       CGS
 CP1468  HISTORY     - 1973     GOOD             LADTD
 CP1468  HISTORY     - 19871207 MARK NOT FOUND   USPSQD
 CP1468  HISTORY     - 19880225 MARK NOT FOUND   LADTD
 CP1468
 CP1468                          STATION DESCRIPTION
 CP1468
 CP1468'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1468'10.45 MI NE FROM GILBERT.
 CP1468'ABOUT 0.05 MILES SOUTHEAST ALONG FIRST STREET FROM GILBERT HIGH SCHOOL
 CP1468'IN GILBERT TO THE INTERSECTION OF FIRST STREET AND HANNA STREET.
 CP1468'THENCE ABOUT 0.20 MILES NORTHEAST ALONG HANNA STREET TO THE
 CP1468'INTERSECTION OF HANNA STREET, LOUISIANA HIGHWAY 15 AND LOUISIANA
 CP1468'HIGHWAY 572.  THENCE ABOUT 0.05 MILES NORTHEAST ALONG LOUISIANA
 CP1468'HIGHWAY 572 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 572 AND 128.
 CP1468'THENCE ABOUT 5.40 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1468'INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 4.  THENCE ABOUT 4.75 MILES
 CP1468'EAST ALONG LOUISIANA HIGHWAY 4.  IT IS 96.8 FEET SOUTH OF THE
 CP1468'CENTERLINE OF LOUISIANA HIGHWAY 4, 36.2 FEET SOUTHWEST OF A POWERPOLE,
 CP1468'158.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, LOCATED IN
 CP1468'THE EDGE OF A PLOWED FIELD.  SET IN TOP OF A CONCRETE POST PROJECTING
 CP1468'4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.3 FEET NORTH
 CP1468'OF THE MARK.
 CP1468
 CP1468                          STATION RECOVERY (1987)
 CP1468
 CP1468'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCR)
 CP1468'MARK NOT FOUND.
 CP1468
 CP1468                          STATION RECOVERY (1988)
 CP1468
 CP1468'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CP1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0695 ***********************************************************************
 BX0695  DESIGNATION -  U 248
 BX0695  PID         -  BX0695
 BX0695  STATE/COUNTY-  LA/GRANT
 BX0695  USGS QUAD   -  BALL (1993)
 BX0695
 BX0695                         *CURRENT SURVEY CONTROL
 BX0695  ___________________________________________________________________
 BX0695* NAD 83(1986)-  31 28 24.     (N)    092 25 26.     (W)     SCALED    
 BX0695* NAVD 88     -        62.76   (+/-2cm)     205.9    (feet)  VERTCON   
 BX0695  ___________________________________________________________________
 BX0695  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX0695
 BX0695  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0695
 BX0695.The horizontal coordinates were scaled from a topographic map and have
 BX0695.an estimated accuracy of +/- 6 seconds.
 BX0695
 BX0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0695.The vertical order pertains to the NGVD 29 superseded value.
 BX0695
 BX0695.The geoid height was determined by GEOID03.
 BX0695
 BX0695;                    North         East    Units  Estimated Accuracy
 BX0695;SPC LA N     -   107,920.    1,007,230.      MT  (+/- 180 meters Scaled)
 BX0695
 BX0695                          SUPERSEDED SURVEY CONTROL
 BX0695
 BX0695  NGVD 29 (??/??/??)   62.745  (m)          205.86   (f) ADJUSTED    1 2
 BX0695
 BX0695.Superseded values are not recommended for survey control.
 BX0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0695.See file dsdata.txt to determine how the superseded data were derived.
 BX0695
 BX0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ547822(NAD 83)
 BX0695_MARKER: DB = BENCH MARK DISK
 BX0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0695_SP_SET: CULVERT
 BX0695_STAMPING: U 248 1966
 BX0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0695
 BX0695  HISTORY     - Date     Condition        Report By
 BX0695  HISTORY     - 1966     MONUMENTED       CGS
 BX0695
 BX0695                          STATION DESCRIPTION
 BX0695
 BX0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0695'0.9 MI N FROM SIMMS.
 BX0695'ABOUT 0.9 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0695'STATION SIGN AT SIMMS, IN SECTION 25, T 6 N, R 1 W, ABOUT 0.1 MILE
 BX0695'EAST OF A SMALL DAM IN A PASTURE, ABOUT MIDWAY OF A LONG S-CURVE IN
 BX0695'THE RAILROAD, 26 FEET NORTHWEST OF THE THIRD TELEPHONE POLE SOUTH OF
 BX0695'MILEPOST 586, 22 FEET EAST OF THE EAST RAIL, 38 1/2 FEET WEST OF AND
 BX0695'ACROSS THE TRACK FROM BENCH MARK RV 586/3 (M.P.R.R.), SET IN THE
 BX0695'CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL OF A BOX CULVERT, AND
 BX0695'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1531 ***********************************************************************
 BW1531  DESIGNATION -  U 250
 BW1531  PID         -  BW1531
 BW1531  STATE/COUNTY-  LA/CONCORDIA
 BW1531  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1531
 BW1531                         *CURRENT SURVEY CONTROL
 BW1531  ___________________________________________________________________
 BW1531* NAD 83(1986)-  31 36 37.     (N)    091 45 50.     (W)     SCALED    
 BW1531* NAVD 88     -        15.13   (+/-2cm)      49.6    (feet)  VERTCON   
 BW1531  ___________________________________________________________________
 BW1531  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1531
 BW1531  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1531
 BW1531.The horizontal coordinates were scaled from a topographic map and have
 BW1531.an estimated accuracy of +/- 6 seconds.
 BW1531
 BW1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1531.The vertical order pertains to the NGVD 29 superseded value.
 BW1531
 BW1531.The geoid height was determined by GEOID03.
 BW1531
 BW1531;                    North         East    Units  Estimated Accuracy
 BW1531;SPC LA N     -   123,340.    1,069,850.      MT  (+/- 180 meters Scaled)
 BW1531
 BW1531                          SUPERSEDED SURVEY CONTROL
 BW1531
 BW1531  NGVD 29 (??/??/92)   15.124  (m)           49.62   (f) ADJ UNCH    1 2
 BW1531
 BW1531.Superseded values are not recommended for survey control.
 BW1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1531.See file dsdata.txt to determine how the superseded data were derived.
 BW1531
 BW1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ172979(NAD 83)
 BW1531_MARKER: DB = BENCH MARK DISK
 BW1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1531_STAMPING: U 250 1966
 BW1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1531+STABILITY: SURFACE MOTION
 BW1531
 BW1531  HISTORY     - Date     Condition        Report By
 BW1531  HISTORY     - 1966     MONUMENTED       CGS
 BW1531
 BW1531                          STATION DESCRIPTION
 BW1531
 BW1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1531'3.25 MI E FROM JONESVILLE.
 BW1531'ABOUT 3.25 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END OF
 BW1531'THE HIGHWAY BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION 4, T
 BW1531'7 N, R 7 E, 163 FEET SOUTHEAST AND ACROSS THE LOUISIANA MIDLAND
 BW1531'RAILWAY FROM THE CENTER LINE OF THE HIGHWAY, 92 FEET NORTHEAST OF THE
 BW1531'CENTER LINE OF A GRAVELED ROAD, 86 FEET SOUTHEAST OF THE SOUTHEAST
 BW1531'RAIL, 90 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A WOODEN TRESTLE,
 BW1531'12.7 FEET NORTHEAST OF A POWER POLE, IN LINE WITH A ROW OF POWER
 BW1531'POLES, 1.0 FOOT SOUTHWEST OF A FENCE, ABOUT 8 FEET BELOW THE LEVEL OF
 BW1531'THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BW1531'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0656 ***********************************************************************
 BW0656  HT_MOD      -  This is a Height Modernization Survey Station.
 BW0656  DESIGNATION -  U 251
 BW0656  PID         -  BW0656
 BW0656  STATE/COUNTY-  LA/CONCORDIA
 BW0656  USGS QUAD   -  NATCHEZ (1976)
 BW0656
 BW0656                         *CURRENT SURVEY CONTROL
 BW0656  ___________________________________________________________________
 BW0656* NAD 83(1992)-  31 34 24.28675(N)    091 27 17.92490(W)     ADJUSTED  
 BW0656* NAVD 88     -        17.89   (meters)      58.7    (feet)  GPS OBS   
 BW0656  ___________________________________________________________________
 BW0656  X           -    -138,103.254 (meters)                     COMP
 BW0656  Y           -  -5,437,213.779 (meters)                     COMP
 BW0656  Z           -   3,320,220.342 (meters)                     COMP
 BW0656  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BW0656  ELLIP HEIGHT-          -8.38  (meters)          (06/28/04) GPS OBS
 BW0656  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0656  DYNAMIC HT  -          17.87  (meters)      58.6   (feet)  COMP
 BW0656  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 BW0656
 BW0656  HORZ ORDER  -  B
 BW0656  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0656  ELLP ORDER  -  FOURTH    CLASS II
 BW0656
 BW0656.The horizontal coordinates were established by GPS observations
 BW0656.and adjusted by the National Geodetic Survey in June 2004..
 BW0656
 BW0656.The orthometric height was determined by GPS observations and a
 BW0656.high-resolution geoid model using precise GPS observation and
 BW0656.processing techniques. It supersedes the leveled height previously
 BW0656.determined for this station.
 BW0656.The vertical order pertains to the first NAVD 88 superseded value.
 BW0656
 BW0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0656
 BW0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0656
 BW0656.The ellipsoidal height was determined by GPS observations
 BW0656.and is referenced to NAD 83.
 BW0656
 BW0656.The geoid height was determined by GEOID03.
 BW0656
 BW0656.The dynamic height is computed by dividing the NAVD 88
 BW0656.geopotential number by the normal gravity value computed on the
 BW0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0656.degrees latitude (g = 980.6199 gals.).
 BW0656
 BW0656.The modeled gravity was interpolated from observed gravity values.
 BW0656
 BW0656;                    North         East     Units Scale Factor Converg.
 BW0656;SPC LA N     -   119,493.207 1,099,193.539   MT  0.99993268   +0 33 09.0
 BW0656;SPC LA N     -   392,037.30  3,606,270.80   sFT  0.99993268   +0 33 09.0
 BW0656;UTM  15      - 3,494,188.514   646,615.183   MT  0.99986513   +0 48 32.8
 BW0656
 BW0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0656!SPC LA N     -   1.00000132  x   0.99993268  =   0.99993400
 BW0656!UTM  15      -   1.00000132  x   0.99986513  =   0.99986645
 BW0656
 BW0656                          SUPERSEDED SURVEY CONTROL
 BW0656
 BW0656  NAVD 88 (02/14/94)   17.860  (m)           58.60   (f) ADJUSTED    1 2
 BW0656  NAVD 88 (06/15/91)   17.878  (m)           58.65   (f) UNKNOWN     1 2
 BW0656  NGVD 29 (??/??/??)   17.859  (m)           58.59   (f) ADJUSTED    1 2
 BW0656
 BW0656.Superseded values are not recommended for survey control.
 BW0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0656.See file dsdata.txt to determine how the superseded data were derived.
 BW0656
 BW0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4661594189(NAD 83)
 BW0656_MARKER: DB = BENCH MARK DISK
 BW0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0656_SP_SET: CULVERT
 BW0656_STAMPING: U 251 1966
 BW0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0656+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW0656
 BW0656  HISTORY     - Date     Condition        Report By
 BW0656  HISTORY     - 1966     MONUMENTED       CGS
 BW0656  HISTORY     - 1979     GOOD             NGS
 BW0656  HISTORY     - 2003     GOOD             PYBURN
 BW0656
 BW0656                          STATION DESCRIPTION
 BW0656
 BW0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0656'1.65 MI W FROM VIDALIA.
 BW0656'ABOUT 1.65 MILES WEST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE
 BW0656'COURTHOUSE AT VIDALIA, IN SECTION 33, T 7 N, R 3 W, ABOUT 400 FEET
 BW0656'SOUTH AND ACROSS THE HIGHWAY FROM THE VIDALIA HIGH SCHOOL, 57 FEET
 BW0656'SOUTH OF THE CENTER LINE OF A MEDIAN IN THE 4-LANE HIGHWAY, 118 FEET
 BW0656'WEST OF THE CENTER LINE OF NICHOLS DRIVE, SET IN THE TOP OF THE EAST
 BW0656'END OF THE SOUTH CONCRETE HEAD WALL OF A DOUBLE-CHANNELED CULVERT, AND
 BW0656'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW0656
 BW0656                          STATION RECOVERY (1979)
 BW0656
 BW0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0656'RECOVERED IN GOOD CONDITION.
 BW0656
 BW0656                          STATION RECOVERY (2003)
 BW0656
 BW0656'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW0656'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1163 ***********************************************************************
 BW1163  DESIGNATION -  U 252
 BW1163  PID         -  BW1163
 BW1163  STATE/COUNTY-  LA/CONCORDIA
 BW1163  USGS QUAD   -  DEER PARK (1983)
 BW1163
 BW1163                         *CURRENT SURVEY CONTROL
 BW1163  ___________________________________________________________________
 BW1163* NAD 83(1986)-  31 29 01.     (N)    091 31 36.     (W)     SCALED    
 BW1163* NAVD 88     -        17.23   (+/-2cm)      56.5    (feet)  VERTCON   
 BW1163  ___________________________________________________________________
 BW1163  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BW1163
 BW1163  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1163
 BW1163.The horizontal coordinates were scaled from a topographic map and have
 BW1163.an estimated accuracy of +/- 6 seconds.
 BW1163
 BW1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1163.The vertical order pertains to the NGVD 29 superseded value.
 BW1163
 BW1163.The geoid height was determined by GEOID03.
 BW1163
 BW1163;                    North         East    Units  Estimated Accuracy
 BW1163;SPC LA N     -   109,470.    1,092,480.      MT  (+/- 180 meters Scaled)
 BW1163
 BW1163                          SUPERSEDED SURVEY CONTROL
 BW1163
 BW1163  NGVD 29 (??/??/92)   17.22   (m)           56.5    (f) COMPUTED    1 2
 BW1163
 BW1163.Superseded values are not recommended for survey control.
 BW1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1163.See file dsdata.txt to determine how the superseded data were derived.
 BW1163
 BW1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ399841(NAD 83)
 BW1163_MARKER: DB = BENCH MARK DISK
 BW1163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1163_SP_SET: 98FT.
 BW1163_STAMPING: U 252 1966
 BW1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1163
 BW1163  HISTORY     - Date     Condition        Report By
 BW1163  HISTORY     - 1966     MONUMENTED       CGS
 BW1163  HISTORY     - 1978     MARK NOT FOUND   USGS
 BW1163  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1163
 BW1163                          STATION DESCRIPTION
 BW1163
 BW1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1163'10.05 MI SW FROM VIDALIA.
 BW1163'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW1163'AT VIDALIA, THENCE 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131,
 BW1163'THENCE 3.05 MILES SOUTHWEST ALONG STATE HIGHWAY 15, IN SECTION 9, T 6
 BW1163'N, R 9 E, ABOUT 0.25 MILE NORTHEAST OF A WOODEN GATE AND A PRIVATE
 BW1163'ROAD LEADING TO STOCK PENS, 158 FEET NORTHWEST OF THE CENTER LINE OF
 BW1163'THE HIGHWAY AT A CURVE IN THE HIGHWAY AND THE LEVEE, AT A SLIGHT ANGLE
 BW1163'IN THE NORTHWEST HIGHWAY RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF A
 BW1163'FENCE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 19 FEET BELOW
 BW1163'THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 BW1163'COATED ROD THAT IS DRIVEN TO A DEPTH OF 98 FEET AND IS ENCASED IN A
 BW1163'5-INCH CAST IRON PIPE THAT PROJECTS 6 INCHES.
 BW1163
 BW1163                          STATION RECOVERY (1978)
 BW1163
 BW1163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BW1163'MARK NOT FOUND.
 BW1163
 BW1163                          STATION RECOVERY (1979)
 BW1163
 BW1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1163'NOT RECOVRED, AREA HAS BEEN CHANGED DUE TO WORK ON LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1253 ***********************************************************************
 BW1253  DESIGNATION -  U 253
 BW1253  PID         -  BW1253
 BW1253  STATE/COUNTY-  LA/CONCORDIA
 BW1253  USGS QUAD   -  SLOCUM (1983)
 BW1253
 BW1253                         *CURRENT SURVEY CONTROL
 BW1253  ___________________________________________________________________
 BW1253* NAD 83(1986)-  31 15 48.     (N)    091 39 39.     (W)     SCALED    
 BW1253* NAVD 88     -        19.18   (+/-2cm)      62.9    (feet)  VERTCON   
 BW1253  ___________________________________________________________________
 BW1253  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BW1253
 BW1253  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1253
 BW1253.The horizontal coordinates were scaled from a topographic map and have
 BW1253.an estimated accuracy of +/- 6 seconds.
 BW1253
 BW1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1253.The vertical order pertains to the NGVD 29 superseded value.
 BW1253
 BW1253.The geoid height was determined by GEOID03.
 BW1253
 BW1253;                    North         East    Units  Estimated Accuracy
 BW1253;SPC LA N     -    84,950.    1,079,920.      MT  (+/- 180 meters Scaled)
 BW1253
 BW1253                          SUPERSEDED SURVEY CONTROL
 BW1253
 BW1253  NGVD 29 (??/??/92)   19.16   (m)           62.9    (f) COMPUTED    1 2
 BW1253
 BW1253.Superseded values are not recommended for survey control.
 BW1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1253.See file dsdata.txt to determine how the superseded data were derived.
 BW1253
 BW1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ274595(NAD 83)
 BW1253_MARKER: DB = BENCH MARK DISK
 BW1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1253_STAMPING: U 253 1966
 BW1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1253+STABILITY: SURFACE MOTION
 BW1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1253+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1991
 BW1253
 BW1253  HISTORY     - Date     Condition        Report By
 BW1253  HISTORY     - 1966     MONUMENTED       CGS
 BW1253  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1253  HISTORY     - 19910710 MARK NOT FOUND   LADTD
 BW1253
 BW1253                          STATION DESCRIPTION
 BW1253
 BW1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1253'5.65 MI NE FROM SHAW.
 BW1253'ABOUT 5.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1253'SCHOOLHOUSE AT SHAW, IN SECTION 42, T 3 N, R 8 E, 70 1/2 FEET WEST OF
 BW1253'THE CENTER LINE OF THE HIGHWAY AT A LONG CURVE, 256 FEET SOUTHEAST OF
 BW1253'A POWER POLE BRACED BY A GUY WIRE, 39 FEET NORTH OF THE CENTER LINE OF
 BW1253'A PRIVATE ROAD, ON THE CREST OF A SMALL BENCH OF LAND, 1.6 FEET WEST
 BW1253'OF A METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 BW1253'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BW1253
 BW1253                          STATION RECOVERY (1979)
 BW1253
 BW1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1253'NOT RECOVERED-BELIEVED DESTROYED DUE TO CONSTRUCTION.
 BW1253
 BW1253                          STATION RECOVERY (1991)
 BW1253
 BW1253'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BW1253'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1336 ***********************************************************************
 CP1336  DESIGNATION -  U 254
 CP1336  PID         -  CP1336
 CP1336  STATE/COUNTY-  LA/MADISON
 CP1336  USGS QUAD   -  MOUND (1973)
 CP1336
 CP1336                         *CURRENT SURVEY CONTROL
 CP1336  ___________________________________________________________________
 CP1336* NAD 83(1986)-  32 22 23.     (N)    091 06 38.     (W)     SCALED    
 CP1336* NAVD 88     -        25.817  (meters)      84.70   (feet)  ADJUSTED  
 CP1336  ___________________________________________________________________
 CP1336  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP1336  DYNAMIC HT  -          25.788 (meters)      84.61  (feet)  COMP
 CP1336  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 CP1336
 CP1336  VERT ORDER  -  FIRST     CLASS I
 CP1336
 CP1336.The horizontal coordinates were scaled from a topographic map and have
 CP1336.an estimated accuracy of +/- 6 seconds.
 CP1336
 CP1336.The orthometric height was determined by differential leveling
 CP1336.and adjusted by the National Geodetic Survey in June 1991..
 CP1336
 CP1336.The geoid height was determined by GEOID03.
 CP1336
 CP1336.The dynamic height is computed by dividing the NAVD 88
 CP1336.geopotential number by the normal gravity value computed on the
 CP1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1336.degrees latitude (g = 980.6199 gals.).
 CP1336
 CP1336.The modeled gravity was interpolated from observed gravity values.
 CP1336
 CP1336;                    North         East    Units  Estimated Accuracy
 CP1336;SPC LA N     -   208,520.    1,130,750.      MT  (+/- 180 meters Scaled)
 CP1336
 CP1336                          SUPERSEDED SURVEY CONTROL
 CP1336
 CP1336  NGVD 29 (06/11/92)   25.818  (m)           84.70   (f) ADJUSTED    1 1
 CP1336
 CP1336.Superseded values are not recommended for survey control.
 CP1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1336.See file dsdata.txt to determine how the superseded data were derived.
 CP1336
 CP1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR777833(NAD 83)
 CP1336_MARKER: DB = BENCH MARK DISK
 CP1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1336_STAMPING: U 254 1968
 CP1336_MARK LOGO: CGS   
 CP1336_PROJECTION: PROJECTING 10 CENTIMETERS
 CP1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1336+STABILITY: SURFACE MOTION
 CP1336
 CP1336  HISTORY     - Date     Condition        Report By
 CP1336  HISTORY     - 1968     MONUMENTED       CGS
 CP1336  HISTORY     - 1982     GOOD             LADTD
 CP1336
 CP1336                          STATION DESCRIPTION
 CP1336
 CP1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1336'4.95 MI E FROM TALLULAH.
 CP1336'4.95 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1336'COURTHOUSE AT TALLULAH, IN SECTION 14, T 16 N, R 13 E, 99 FEET
 CP1336'NORTHEAST OF MILEPOST 12, 36 FEET NORTH OF THE NORTH RAIL, 66 FEET
 CP1336'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 3 1/2 FEET EAST OF
 CP1336'TELEPHONE POLE NUMBER 5929, 1.2 FEET WEST OF A METAL WITNESS POST,
 CP1336'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL OF THE
 CP1336'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 CP1336'ABOVE THE SURFACE OF THE GROUND.
 CP1336
 CP1336                          STATION RECOVERY (1982)
 CP1336
 CP1336'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1336'RECOVERED IN GOOD CONDITION.  NEW DSECRIPTION FOLLOWS.  ABOUT 8.4 KM
 CP1336'(5.2 MILES) EAST ON U.S. HIGHWAY 80 FROM THE COURTHOUSE IN TALLULAH TO
 CP1336'THE MARK ON THE RIGHT BETWEEN THE ROAD AND RAILROAD, 30.2 METERS
 CP1336'(99 FT) NORTHEAST OF MILEPOST 12, 20.1 METERS (66 FT) SOUTH OF THE
 CP1336'CENTER OF THE ROAD, 11 METERS (36 FT) NORTH OF THE NORTH RAIL OF THE
 CP1336'RAILROAD.
 CP1336'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 CP1336'THE MARK IS ABOVE LEVEL WITH US HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0053 ***********************************************************************
 CQ0053  DESIGNATION -  U 255
 CQ0053  PID         -  CQ0053
 CQ0053  STATE/COUNTY-  LA/OUACHITA
 CQ0053  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0053
 CQ0053                         *CURRENT SURVEY CONTROL
 CQ0053  ___________________________________________________________________
 CQ0053* NAD 83(1986)-  32 30 58.     (N)    092 13 39.     (W)     SCALED    
 CQ0053* NAVD 88     -        48.898  (meters)     160.43   (feet)  ADJUSTED  
 CQ0053  ___________________________________________________________________
 CQ0053  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0053  DYNAMIC HT  -          48.843 (meters)     160.25  (feet)  COMP
 CQ0053  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 CQ0053
 CQ0053  VERT ORDER  -  FIRST     CLASS I
 CQ0053
 CQ0053.The horizontal coordinates were scaled from a topographic map and have
 CQ0053.an estimated accuracy of +/- 6 seconds.
 CQ0053
 CQ0053.The orthometric height was determined by differential leveling
 CQ0053.and adjusted by the National Geodetic Survey in June 1991..
 CQ0053
 CQ0053.The geoid height was determined by GEOID03.
 CQ0053
 CQ0053.The dynamic height is computed by dividing the NAVD 88
 CQ0053.geopotential number by the normal gravity value computed on the
 CQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0053.degrees latitude (g = 980.6199 gals.).
 CQ0053
 CQ0053.The modeled gravity was interpolated from observed gravity values.
 CQ0053
 CQ0053;                    North         East    Units  Estimated Accuracy
 CQ0053;SPC LA N     -   223,570.    1,025,600.      MT  (+/- 180 meters Scaled)
 CQ0053
 CQ0053                          SUPERSEDED SURVEY CONTROL
 CQ0053
 CQ0053  NGVD 29 (??/??/??)   48.949  (m)          160.59   (f) ADJUSTED    1 1
 CQ0053
 CQ0053.Superseded values are not recommended for survey control.
 CQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0053.See file dsdata.txt to determine how the superseded data were derived.
 CQ0053
 CQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR725979(NAD 83)
 CQ0053_MARKER: DB = BENCH MARK DISK
 CQ0053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0053_SP_SET: 31 FEET
 CQ0053_STAMPING: U 255 1968
 CQ0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0053
 CQ0053  HISTORY     - Date     Condition        Report By
 CQ0053  HISTORY     - 1968     MONUMENTED       CGS
 CQ0053  HISTORY     - 1969     GOOD             CGS
 CQ0053  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CQ0053
 CQ0053                          STATION DESCRIPTION
 CQ0053
 CQ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0053'8.15 MI W FROM MONROE.
 CQ0053'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0053'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0053'THENCE 7.15 MILES WEST ALONG U.S. HIGHWAY 80, OR ABOUT 8.15 MILES EAST
 CQ0053'ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT CALHOUN, IN SECTION 26,
 CQ0053'T 18 N, R 2 E, 81 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 CQ0053'THE HIGHWAY AND STATE HIGHWAY 15, 71 FEET NORTH OF THE CENTER LINE OF
 CQ0053'U.S. HIGHWAY 80, 17 FEET NORTH OF A POWER POLE WHICH IS BRACED BY A
 CQ0053'BRACE POLE, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE
 CQ0053'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 CQ0053'ROD THAT IS DRIVEN TO A DEPTH OF 31 FEET AND IS ENCASED IN A 6-INCH
 CQ0053'CAST IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CQ0053'GROUND.
 CQ0053
 CQ0053                          STATION RECOVERY (1991)
 CQ0053
 CQ0053'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0999 ***********************************************************************
 CQ0999  DESIGNATION -  U 256
 CQ0999  PID         -  CQ0999
 CQ0999  STATE/COUNTY-  LA/LINCOLN
 CQ0999  USGS QUAD   -  SIMSBORO (1994)
 CQ0999
 CQ0999                         *CURRENT SURVEY CONTROL
 CQ0999  ___________________________________________________________________
 CQ0999* NAD 83(1986)-  32 31 27.     (N)    092 46 10.     (W)     SCALED    
 CQ0999* NAVD 88     -       104.377  (meters)     342.44   (feet)  ADJUSTED  
 CQ0999  ___________________________________________________________________
 CQ0999  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0999  DYNAMIC HT  -         104.260 (meters)     342.06  (feet)  COMP
 CQ0999  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 CQ0999
 CQ0999  VERT ORDER  -  FIRST     CLASS I
 CQ0999
 CQ0999.The horizontal coordinates were scaled from a topographic map and have
 CQ0999.an estimated accuracy of +/- 6 seconds.
 CQ0999
 CQ0999.The orthometric height was determined by differential leveling
 CQ0999.and adjusted by the National Geodetic Survey in June 1991..
 CQ0999
 CQ0999.The geoid height was determined by GEOID03.
 CQ0999
 CQ0999.The dynamic height is computed by dividing the NAVD 88
 CQ0999.geopotential number by the normal gravity value computed on the
 CQ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0999.degrees latitude (g = 980.6199 gals.).
 CQ0999
 CQ0999.The modeled gravity was interpolated from observed gravity values.
 CQ0999
 CQ0999;                    North         East    Units  Estimated Accuracy
 CQ0999;SPC LA N     -   224,470.      974,690.      MT  (+/- 180 meters Scaled)
 CQ0999
 CQ0999                          SUPERSEDED SURVEY CONTROL
 CQ0999
 CQ0999  NGVD 29 (??/??/??)  104.450  (m)          342.68   (f) ADJUSTED    1 1
 CQ0999
 CQ0999.Superseded values are not recommended for survey control.
 CQ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0999.See file dsdata.txt to determine how the superseded data were derived.
 CQ0999
 CQ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR216985(NAD 83)
 CQ0999_MARKER: DB = BENCH MARK DISK
 CQ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0999_STAMPING: U 256 1968
 CQ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0999+STABILITY: SURFACE MOTION
 CQ0999
 CQ0999  HISTORY     - Date     Condition        Report By
 CQ0999  HISTORY     - 1968     MONUMENTED       CGS
 CQ0999  HISTORY     - 1969     GOOD             CGS
 CQ0999  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0999
 CQ0999                          STATION DESCRIPTION
 CQ0999
 CQ0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0999'1.2 MI E FROM SIMSBORO.
 CQ0999'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL AT
 CQ0999'SIMSBORO, IN SECTION 27, T 18 N, R 4 W, 41 FEET SOUTH OF THE CENTER
 CQ0999'LINE OF THE HIGHWAY, 62 FEET EAST OF A POWER POLE, 9 1/2 FEET SOUTH OF
 CQ0999'A BRACE POLE FOR A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE, 1.0 FOOT
 CQ0999'EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CQ0999'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 CQ0999'ABOVE THE SURFACE OF THE GROUND.
 CQ0999
 CQ0999                          STATION RECOVERY (1982)
 CQ0999
 CQ0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1234 ***********************************************************************
 CQ1234  DESIGNATION -  U 257
 CQ1234  PID         -  CQ1234
 CQ1234  STATE/COUNTY-  LA/BOSSIER
 CQ1234  USGS QUAD   -  DOYLINE (1981)
 CQ1234
 CQ1234                         *CURRENT SURVEY CONTROL
 CQ1234  ___________________________________________________________________
 CQ1234* NAD 83(1986)-  32 32 00.     (N)    093 28 50.     (W)     SCALED    
 CQ1234* NAVD 88     -        66.622  (meters)     218.58   (feet)  ADJUSTED  
 CQ1234  ___________________________________________________________________
 CQ1234  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CQ1234  DYNAMIC HT  -          66.546 (meters)     218.33  (feet)  COMP
 CQ1234  MODELED GRAV-     979,507.2   (mgal)                       NAVD 88
 CQ1234
 CQ1234  VERT ORDER  -  FIRST     CLASS I
 CQ1234
 CQ1234.The horizontal coordinates were scaled from a topographic map and have
 CQ1234.an estimated accuracy of +/- 6 seconds.
 CQ1234
 CQ1234.The orthometric height was determined by differential leveling
 CQ1234.and adjusted by the National Geodetic Survey in June 1991..
 CQ1234
 CQ1234.The geoid height was determined by GEOID03.
 CQ1234
 CQ1234.The dynamic height is computed by dividing the NAVD 88
 CQ1234.geopotential number by the normal gravity value computed on the
 CQ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1234.degrees latitude (g = 980.6199 gals.).
 CQ1234
 CQ1234.The modeled gravity was interpolated from observed gravity values.
 CQ1234
 CQ1234;                    North         East    Units  Estimated Accuracy
 CQ1234;SPC LA N     -   225,870.      907,890.      MT  (+/- 180 meters Scaled)
 CQ1234
 CQ1234                          SUPERSEDED SURVEY CONTROL
 CQ1234
 CQ1234  NGVD 29 (??/??/??)   66.697  (m)          218.82   (f) ADJUSTED    1 1
 CQ1234
 CQ1234.Superseded values are not recommended for survey control.
 CQ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1234.See file dsdata.txt to determine how the superseded data were derived.
 CQ1234
 CQ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR548996(NAD 83)
 CQ1234_MARKER: DB = BENCH MARK DISK
 CQ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1234_STAMPING: U 257 1969
 CQ1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1234+STABILITY: SURFACE MOTION
 CQ1234
 CQ1234  HISTORY     - Date     Condition        Report By
 CQ1234  HISTORY     - 1969     MONUMENTED       CGS
 CQ1234  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 CQ1234
 CQ1234                          STATION DESCRIPTION
 CQ1234
 CQ1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1234'1.35 MI E FROM HAUGHTON.
 CQ1234'ABOUT 1.35 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1234'POST OFFICE AT HAUGHTON, IN SECTION 23, T 18 N, R 11 W, 0.6 MILE WEST
 CQ1234'OF THE JUNCTION OF STATE HIGHWAYS 164 AND 614, 0.35 MILE WEST OF
 CQ1234'MILEPOST 152, 75 FEET SOUTH OF THE SOUTH RAIL, 96 FEET SOUTHEAST OF
 CQ1234'THE CENTER OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 77 FT
 CQ1234'SOUTHEAST OF A TELEPHONE POLE, 47 FEET EAST OF THE CENTER OF A WIRE
 CQ1234'GATE, 1 1/2 FEET NORTH OF A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS
 CQ1234'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CQ1234'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1234
 CQ1234                          STATION RECOVERY (2002)
 CQ1234
 CQ1234'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1285 ***********************************************************************
 CQ1285  DESIGNATION -  U 258
 CQ1285  PID         -  CQ1285
 CQ1285  STATE/COUNTY-  LA/BIENVILLE
 CQ1285  USGS QUAD   -  GIBSLAND (1986)
 CQ1285
 CQ1285                         *CURRENT SURVEY CONTROL
 CQ1285  ___________________________________________________________________
 CQ1285* NAD 83(1986)-  32 32 49.     (N)    093 05 43.     (W)     SCALED    
 CQ1285* NAVD 88     -        62.420  (meters)     204.79   (feet)  ADJUSTED  
 CQ1285  ___________________________________________________________________
 CQ1285  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ1285  DYNAMIC HT  -          62.350 (meters)     204.56  (feet)  COMP
 CQ1285  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 CQ1285
 CQ1285  VERT ORDER  -  FIRST     CLASS I
 CQ1285
 CQ1285.The horizontal coordinates were scaled from a topographic map and have
 CQ1285.an estimated accuracy of +/- 6 seconds.
 CQ1285
 CQ1285.The orthometric height was determined by differential leveling
 CQ1285.and adjusted by the National Geodetic Survey in June 1991..
 CQ1285
 CQ1285.The geoid height was determined by GEOID03.
 CQ1285
 CQ1285.The dynamic height is computed by dividing the NAVD 88
 CQ1285.geopotential number by the normal gravity value computed on the
 CQ1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1285.degrees latitude (g = 980.6199 gals.).
 CQ1285
 CQ1285.The modeled gravity was interpolated from observed gravity values.
 CQ1285
 CQ1285;                    North         East    Units  Estimated Accuracy
 CQ1285;SPC LA N     -   227,110.      944,090.      MT  (+/- 180 meters Scaled)
 CQ1285
 CQ1285                          SUPERSEDED SURVEY CONTROL
 CQ1285
 CQ1285  NGVD 29 (??/??/??)   62.496  (m)          205.04   (f) ADJUSTED    1 1
 CQ1285
 CQ1285.Superseded values are not recommended for survey control.
 CQ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1285.See file dsdata.txt to determine how the superseded data were derived.
 CQ1285
 CQ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS910010(NAD 83)
 CQ1285_MARKER: DB = BENCH MARK DISK
 CQ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1285_STAMPING: U 258 1969
 CQ1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1285+STABILITY: SURFACE MOTION
 CQ1285
 CQ1285  HISTORY     - Date     Condition        Report By
 CQ1285  HISTORY     - 1969     MONUMENTED       CGS
 CQ1285
 CQ1285                          STATION DESCRIPTION
 CQ1285
 CQ1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1285'2.5 MI W FROM GIBSLAND.
 CQ1285'ABOUT 2.5 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1285'STATION AT GIBSLAND, IN SECTION 16, T 18 N, R 7 W, 0.35 MILE EAST OF
 CQ1285'MILEPOST 130, 161 1/2 FEET SOUTH OF THE SOUTH RAIL, 58 FEET SOUTH OF
 CQ1285'THE CENTER LINE OF U.S. HIGHWAY 80, 178 YARDS WEST OF THE WEST END OF
 CQ1285'A CONCRETE HIGHWAY BRIDGE, 39 FEET EAST OF A POWER POLE, 1 1/2 FEET
 CQ1285'NORTH OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 CQ1285'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CQ1285'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1798 ***********************************************************************
 CQ1798  DESIGNATION -  U 259
 CQ1798  PID         -  CQ1798
 CQ1798  STATE/COUNTY-  LA/CADDO
 CQ1798  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1798
 CQ1798                         *CURRENT SURVEY CONTROL
 CQ1798  ___________________________________________________________________
 CQ1798* NAD 83(1986)-  32 25 43.     (N)    093 42 37.     (W)     SCALED    
 CQ1798* NAVD 88     -        50.048  (meters)     164.20   (feet)  ADJUSTED  
 CQ1798  ___________________________________________________________________
 CQ1798  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1798  DYNAMIC HT  -          49.991 (meters)     164.01  (feet)  COMP
 CQ1798  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CQ1798
 CQ1798  VERT ORDER  -  FIRST     CLASS I
 CQ1798
 CQ1798.The horizontal coordinates were scaled from a topographic map and have
 CQ1798.an estimated accuracy of +/- 6 seconds.
 CQ1798
 CQ1798.The orthometric height was determined by differential leveling
 CQ1798.and adjusted by the National Geodetic Survey in February 1994..
 CQ1798
 CQ1798.The geoid height was determined by GEOID03.
 CQ1798
 CQ1798.The dynamic height is computed by dividing the NAVD 88
 CQ1798.geopotential number by the normal gravity value computed on the
 CQ1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1798.degrees latitude (g = 980.6199 gals.).
 CQ1798
 CQ1798.The modeled gravity was interpolated from observed gravity values.
 CQ1798
 CQ1798;                    North         East    Units  Estimated Accuracy
 CQ1798;SPC LA N     -   214,470.      886,180.      MT  (+/- 180 meters Scaled)
 CQ1798
 CQ1798                          SUPERSEDED SURVEY CONTROL
 CQ1798
 CQ1798  NAVD 88 (06/15/91)   50.045  (m)          164.19   (f) UNKNOWN     1 1
 CQ1798  NGVD 29 (??/??/??)   50.111  (m)          164.41   (f) ADJUSTED    1 1
 CQ1798
 CQ1798.Superseded values are not recommended for survey control.
 CQ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1798.See file dsdata.txt to determine how the superseded data were derived.
 CQ1798
 CQ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR332881(NAD 83)
 CQ1798_MARKER: DB = BENCH MARK DISK
 CQ1798_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ1798_SP_SET: BRIDGE ABUTMENT
 CQ1798_STAMPING: U 259 1969
 CQ1798_MARK LOGO: CGS   
 CQ1798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1798+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1989
 CQ1798
 CQ1798  HISTORY     - Date     Condition        Report By
 CQ1798  HISTORY     - 1969     MONUMENTED       CGS
 CQ1798  HISTORY     - 1977     GOOD             NGS
 CQ1798  HISTORY     - 1981     GOOD             LOCENG
 CQ1798  HISTORY     - 1985     GOOD             USPSQD
 CQ1798  HISTORY     - 1987     GOOD             USPSQD
 CQ1798  HISTORY     - 1989     GOOD             USPSQD
 CQ1798  HISTORY     - 19891201 GOOD             LADTD
 CQ1798
 CQ1798                          STATION DESCRIPTION
 CQ1798
 CQ1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1798'2.05 MI SE FROM SHREVEPORT.
 CQ1798'ABOUT 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1798'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 37,
 CQ1798'T 17 N, R 13 W, 0.15 MILE NORTHWEST OF THE MAIN ENTRANCE TO LOUISIANA
 CQ1798'STATE UNIVERSITY, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CQ1798'SOUTHWEST LANE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF
 CQ1798'THE SOUTHEAST CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE, AND
 CQ1798'ABOUT LEVEL WITH THE HIGHWAY.
 CQ1798
 CQ1798                          STATION RECOVERY (1977)
 CQ1798
 CQ1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1798'RECOVERED IN GOOD CONDITION.
 CQ1798
 CQ1798                          STATION RECOVERY (1981)
 CQ1798
 CQ1798'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 CQ1798'RECOVERED IN GOOD CONDITION.
 CQ1798
 CQ1798                          STATION RECOVERY (1985)
 CQ1798
 CQ1798'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1798'SOUTHFIELD STATION POST OFFICE AT SHREVEPORT HAS BEEN RELOCATED 0.2
 CQ1798'MILES SOUTH OF IT'S POSITION WHEN DESCRIPTION WAS WRITTEN.
 CQ1798
 CQ1798                          STATION RECOVERY (1987)
 CQ1798
 CQ1798'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1798'RECOVERED IN GOOD CONDITION.
 CQ1798
 CQ1798                          STATION RECOVERY (1989)
 CQ1798
 CQ1798'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1798'RECOVERED IN GOOD CONDITION.
 CQ1798
 CQ1798                          STATION RECOVERY (1989)
 CQ1798
 CQ1798'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ1798'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ1798'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 511 AND 1 IN
 CQ1798'SOUTH SHREVEPORT GO SOUTH FOR 1.85 KM (1.15 MI) ON HIGHWAY 1 TO THE
 CQ1798'MARK ON THE RIGHT SET IN THE SOUTHWEST ABUTMENT OF BRIDGE NUNBER
 CQ1798'0530902142,  12.1 M (39.7 FT) EAST-NORTHEAST FROM POWER POLE NUMBER
 CQ1798'46348 AND 5.5 M (18.0 FT) WEST FROM THE CENTER OF THE SOUTH BOUND
 CQ1798'LANES OF HIGHWAY 1.  MARK IS 0.1 M (0.3 FT) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1852 ***********************************************************************
 CQ1852  DESIGNATION -  U 260
 CQ1852  PID         -  CQ1852
 CQ1852  STATE/COUNTY-  LA/CADDO
 CQ1852  USGS QUAD   -  ELM GROVE (1980)
 CQ1852
 CQ1852                         *CURRENT SURVEY CONTROL
 CQ1852  ___________________________________________________________________
 CQ1852* NAD 83(1986)-  32 15 13.     (N)    093 30 49.     (W)     SCALED    
 CQ1852* NAVD 88     -        44.087  (meters)     144.64   (feet)  ADJUSTED  
 CQ1852  ___________________________________________________________________
 CQ1852  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1852  DYNAMIC HT  -          44.037 (meters)     144.48  (feet)  COMP
 CQ1852  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 CQ1852
 CQ1852  VERT ORDER  -  FIRST     CLASS I
 CQ1852
 CQ1852.The horizontal coordinates were scaled from a topographic map and have
 CQ1852.an estimated accuracy of +/- 6 seconds.
 CQ1852
 CQ1852.The orthometric height was determined by differential leveling
 CQ1852.and adjusted by the National Geodetic Survey in February 1994..
 CQ1852
 CQ1852.The geoid height was determined by GEOID03.
 CQ1852
 CQ1852.The dynamic height is computed by dividing the NAVD 88
 CQ1852.geopotential number by the normal gravity value computed on the
 CQ1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1852.degrees latitude (g = 980.6199 gals.).
 CQ1852
 CQ1852.The modeled gravity was interpolated from observed gravity values.
 CQ1852
 CQ1852;                    North         East    Units  Estimated Accuracy
 CQ1852;SPC LA N     -   194,880.      904,490.      MT  (+/- 180 meters Scaled)
 CQ1852
 CQ1852                          SUPERSEDED SURVEY CONTROL
 CQ1852
 CQ1852  NAVD 88 (06/15/91)   44.087  (m)          144.64   (f) UNKNOWN     1 1
 CQ1852  NGVD 29 (??/??/??)   44.136  (m)          144.80   (f) ADJUSTED    1 1
 CQ1852
 CQ1852.Superseded values are not recommended for survey control.
 CQ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1852.See file dsdata.txt to determine how the superseded data were derived.
 CQ1852
 CQ1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR516686(NAD 83)
 CQ1852_MARKER: DB = BENCH MARK DISK
 CQ1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1852_STAMPING: U 260 1969
 CQ1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1852+STABILITY: SURFACE MOTION
 CQ1852
 CQ1852  HISTORY     - Date     Condition        Report By
 CQ1852  HISTORY     - 1969     MONUMENTED       CGS
 CQ1852  HISTORY     - 1977     GOOD             NGS
 CQ1852  HISTORY     - 1985     GOOD             USPSQD
 CQ1852  HISTORY     - 19941023 GOOD             USPSQD
 CQ1852
 CQ1852                          STATION DESCRIPTION
 CQ1852
 CQ1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1852'18.6 MI SE FROM SHREVEPORT.
 CQ1852'ABOUT 18.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1852'STATION POST OFFICE AT SHREVEPORT, IN SECTION 29, T 15 N, R 11 W, 250
 CQ1852'FEET SOUTH AND ACROSS THE HIGHWAY AND THE TEXAS AND PACIFIC RAILROAD
 CQ1852'FROM A GROUP OF BARNS AND A SILO, 130 FEET SOUTHWEST OF THE CENTER
 CQ1852'LINE OF THE HIGHWAY, 45 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 CQ1852'THE RAILROAD, 25 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD, 20 1/2
 CQ1852'FEET SOUTH OF TELEPHONE POLE NUMBER 10469, 6 FEET SOUTHEAST OF A
 CQ1852'CORNER FENCE POST, 1 FOOT NORTHEAST OF THE FENCE, 1.2 FEET SOUTHWEST
 CQ1852'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 CQ1852'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 CQ1852'ABOVE THE SURFACE OF THE GROUND.
 CQ1852
 CQ1852                          STATION RECOVERY (1977)
 CQ1852
 CQ1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1852'RECOVERED IN GOOD CONDITION.
 CQ1852
 CQ1852                          STATION RECOVERY (1985)
 CQ1852
 CQ1852'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1852'ABOUT 18.4 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTH FIELD STATION
 CQ1852'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1852'MILES SOUTH FROM ITS FORMAR FORMER LOCATION.
 CQ1852
 CQ1852                          STATION RECOVERY (1994)
 CQ1852
 CQ1852'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1518 ***********************************************************************
 CQ1518  DESIGNATION -  U 261
 CQ1518  PID         -  CQ1518
 CQ1518  STATE/COUNTY-  LA/RED RIVER
 CQ1518  USGS QUAD   -  HARMON (1980)
 CQ1518
 CQ1518                         *CURRENT SURVEY CONTROL
 CQ1518  ___________________________________________________________________
 CQ1518* NAD 83(1986)-  32 00 59.     (N)    093 23 27.     (W)     SCALED    
 CQ1518* NAVD 88     -        40.726  (meters)     133.62   (feet)  ADJUSTED  
 CQ1518  ___________________________________________________________________
 CQ1518  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1518  DYNAMIC HT  -          40.679 (meters)     133.46  (feet)  COMP
 CQ1518  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 CQ1518
 CQ1518  VERT ORDER  -  FIRST     CLASS I
 CQ1518
 CQ1518.The horizontal coordinates were scaled from a topographic map and have
 CQ1518.an estimated accuracy of +/- 6 seconds.
 CQ1518
 CQ1518.The orthometric height was determined by differential leveling
 CQ1518.and adjusted by the National Geodetic Survey in February 1994..
 CQ1518
 CQ1518.The geoid height was determined by GEOID03.
 CQ1518
 CQ1518.The dynamic height is computed by dividing the NAVD 88
 CQ1518.geopotential number by the normal gravity value computed on the
 CQ1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1518.degrees latitude (g = 980.6199 gals.).
 CQ1518
 CQ1518.The modeled gravity was interpolated from observed gravity values.
 CQ1518
 CQ1518;                    North         East    Units  Estimated Accuracy
 CQ1518;SPC LA N     -   168,480.      915,850.      MT  (+/- 180 meters Scaled)
 CQ1518
 CQ1518                          SUPERSEDED SURVEY CONTROL
 CQ1518
 CQ1518  NAVD 88 (06/15/91)   40.726  (m)          133.62   (f) UNKNOWN     1 1
 CQ1518  NGVD 29 (??/??/??)   40.784  (m)          133.81   (f) ADJUSTED    1 1
 CQ1518
 CQ1518.Superseded values are not recommended for survey control.
 CQ1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1518.See file dsdata.txt to determine how the superseded data were derived.
 CQ1518
 CQ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR630423(NAD 83)
 CQ1518_MARKER: DB = BENCH MARK DISK
 CQ1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1518_STAMPING: U 261 1969
 CQ1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1518+STABILITY: SURFACE MOTION
 CQ1518
 CQ1518  HISTORY     - Date     Condition        Report By
 CQ1518  HISTORY     - 1969     MONUMENTED       CGS
 CQ1518  HISTORY     - 1977     GOOD             NGS
 CQ1518  HISTORY     - 1987     GOOD             USPSQD
 CQ1518  HISTORY     - 19970621 GOOD             USPSQD
 CQ1518
 CQ1518                          STATION DESCRIPTION
 CQ1518
 CQ1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1518'3.45 MI W FROM COUSHATTA.
 CQ1518'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1518'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 0.95 MILE NORTHWEST
 CQ1518'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, 121 1/2 FEET SOUTHWEST AND
 CQ1518'ACROSS THE TEXAS AND PACIFIC RAILROAD FROM THE CENTER LINE OF THE
 CQ1518'HIGHWAY, 1 1/2 TELEPHONE POLES SOUTHEAST OF MILEPOST 274, 45 1/2 FEET
 CQ1518'SOUTHWEST OF THE SOUTHWEST RAIL, 38 1/2 FEET NORTHWEST OF TELEPHONE
 CQ1518'POLE NUMBER 9748, 27 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL
 CQ1518'ROAD, 1 1/2 FEET NORTHEAST OF A FENCE, 1.3 FEET SOUTHWEST OF A METAL
 CQ1518'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 CQ1518'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 CQ1518'SURFACE OF THE GROUND.
 CQ1518
 CQ1518                          STATION RECOVERY (1977)
 CQ1518
 CQ1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1518'RECOVERED IN GOOD CONDITION.
 CQ1518
 CQ1518                          STATION RECOVERY (1987)
 CQ1518
 CQ1518'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1518'RECOVERED IN GOOD CONDITION.
 CQ1518
 CQ1518                          STATION RECOVERY (1997)
 CQ1518
 CQ1518'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0934 ***********************************************************************
 BX0934  DESIGNATION -  U 262
 BX0934  PID         -  BX0934
 BX0934  STATE/COUNTY-  LA/RAPIDES
 BX0934  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0934
 BX0934                         *CURRENT SURVEY CONTROL
 BX0934  ___________________________________________________________________
 BX0934* NAD 83(1986)-  31 14 27.     (N)    092 26 57.     (W)     SCALED    
 BX0934* NAVD 88     -        23.980  (meters)      78.67   (feet)  ADJUSTED  
 BX0934  ___________________________________________________________________
 BX0934  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BX0934  DYNAMIC HT  -          23.951 (meters)      78.58  (feet)  COMP
 BX0934  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 BX0934
 BX0934  VERT ORDER  -  FIRST     CLASS I
 BX0934
 BX0934.The horizontal coordinates were scaled from a topographic map and have
 BX0934.an estimated accuracy of +/- 6 seconds.
 BX0934
 BX0934.The orthometric height was determined by differential leveling
 BX0934.and adjusted by the National Geodetic Survey in February 1994..
 BX0934
 BX0934.The geoid height was determined by GEOID03.
 BX0934
 BX0934.The dynamic height is computed by dividing the NAVD 88
 BX0934.geopotential number by the normal gravity value computed on the
 BX0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0934.degrees latitude (g = 980.6199 gals.).
 BX0934
 BX0934.The modeled gravity was interpolated from observed gravity values.
 BX0934
 BX0934;                    North         East    Units  Estimated Accuracy
 BX0934;SPC LA N     -    82,140.    1,004,840.      MT  (+/- 180 meters Scaled)
 BX0934
 BX0934                          SUPERSEDED SURVEY CONTROL
 BX0934
 BX0934  NAVD 88 (06/15/91)   23.979  (m)           78.67   (f) UNKNOWN     1 1
 BX0934  NGVD 29 (??/??/??)   23.966  (m)           78.63   (f) ADJUSTED    1 1
 BX0934
 BX0934.Superseded values are not recommended for survey control.
 BX0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0934.See file dsdata.txt to determine how the superseded data were derived.
 BX0934
 BX0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ524564(NAD 83)
 BX0934_MARKER: DB = BENCH MARK DISK
 BX0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0934_SP_SET: CONCRETE BASE
 BX0934_STAMPING: U 262 1969
 BX0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0934
 BX0934  HISTORY     - Date     Condition        Report By
 BX0934  HISTORY     - 1969     MONUMENTED       CGS
 BX0934  HISTORY     - 1970     GOOD             NGS
 BX0934  HISTORY     - 19990424 GOOD             USPSQD
 BX0934
 BX0934                          STATION DESCRIPTION
 BX0934
 BX0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0934'6.6 MI S FROM ALEXANDRIA.
 BX0934'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0934'ALEXANDRIA, THENCE 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC
 BX0934'RAILWAY, THENCE 3.2 MILES SOUTH ALONG LEE STREET, THENCE 0.95 MILE
 BX0934'SOUTHEAST ALONG U.S. HIGHWAYS 71 AND 167 BYPASS, THENCE 0.2 MILE
 BX0934'NORTHEAST ALONG SUGAR HOUSE ROAD, THENCE 0.5 MILE SOUTH ALONG A
 BX0934'RAILROAD WHICH IS USED BY THE MISSOURI PACIFIC AND CHICAGO, ROCK
 BX0934'ISLAND AND PACIFIC RAILROADS AND THE TEXAS AND PACIFIC RAILWAY, THENCE
 BX0934'0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, THENCE 0.15
 BX0934'MILE SOUTHWEST ALONG A PRIVATE ROAD, NEAR THE L.H. BOSSIER REPAIR
 BX0934'SHOP, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE FOR A
 BX0934'300-FOOT HIGH RADIO TOWER, AND ABOUT LEVEL WITH THE SURFACE OF THE
 BX0934'GROUND.
 BX0934
 BX0934                          STATION RECOVERY (1999)
 BX0934
 BX0934'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1343 ***********************************************************************
 BX1343  DESIGNATION -  U 263
 BX1343  PID         -  BX1343
 BX1343  STATE/COUNTY-  LA/GRANT
 BX1343  USGS QUAD   -  MONTGOMERY (1993)
 BX1343
 BX1343                         *CURRENT SURVEY CONTROL
 BX1343  ___________________________________________________________________
 BX1343* NAD 83(1986)-  31 40 03.     (N)    092 53 18.     (W)     SCALED    
 BX1343* NAVD 88     -        44.35   (+/-2cm)     145.5    (feet)  VERTCON   
 BX1343  ___________________________________________________________________
 BX1343  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX1343
 BX1343  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1343
 BX1343.The horizontal coordinates were scaled from a topographic map and have
 BX1343.an estimated accuracy of +/- 6 seconds.
 BX1343
 BX1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1343.The vertical order pertains to the NGVD 29 superseded value.
 BX1343
 BX1343.The geoid height was determined by GEOID03.
 BX1343
 BX1343;                    North         East    Units  Estimated Accuracy
 BX1343;SPC LA N     -   129,510.      963,180.      MT  (+/- 180 meters Scaled)
 BX1343
 BX1343                          SUPERSEDED SURVEY CONTROL
 BX1343
 BX1343  NGVD 29 (??/??/??)   44.368  (m)          145.56   (f) ADJUSTED    1 1
 BX1343
 BX1343.Superseded values are not recommended for survey control.
 BX1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1343.See file dsdata.txt to determine how the superseded data were derived.
 BX1343
 BX1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR105035(NAD 83)
 BX1343_MARKER: DB = BENCH MARK DISK
 BX1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1343_SP_SET: CULVERT
 BX1343_STAMPING: U 263 1969
 BX1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1343
 BX1343  HISTORY     - Date     Condition        Report By
 BX1343  HISTORY     - 1969     MONUMENTED       CGS
 BX1343  HISTORY     - 1987     GOOD             USPSQD
 BX1343  HISTORY     - 20010922 GOOD             USPSQD
 BX1343  HISTORY     - 20060610 GOOD             USPSQD
 BX1343
 BX1343                          STATION DESCRIPTION
 BX1343
 BX1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1343'0.1 MI SE FROM MONTGOMERY.
 BX1343'ABOUT 0.1 MILE SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION
 BX1343'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 16,
 BX1343'T 8 N, R 5 W, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 BX1343'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF
 BX1343'A CONCRETE CULVERT WHICH IS UNDER THE HIGHWAY, 89 FEET NORTHEAST OF
 BX1343'THE NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN RAILWAY, 43 FEET
 BX1343'NORTHWEST OF THE EXTENDED CENTER LINE OF A STREET LEADING NORTHEAST,
 BX1343'1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 BX1343'LEVEL OF THE HIGHWAY.
 BX1343
 BX1343                          STATION RECOVERY (1987)
 BX1343
 BX1343'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1343'RECOVERED IN GOOD CONDITION.
 BX1343
 BX1343                          STATION RECOVERY (2001)
 BX1343
 BX1343'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1343'RECOVERED IN GOOD CONDITION.
 BX1343
 BX1343                          STATION RECOVERY (2006)
 BX1343
 BX1343'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 BX1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1849 ***********************************************************************
 BX1849  DESIGNATION -  U 264
 BX1849  PID         -  BX1849
 BX1849  STATE/COUNTY-  LA/NATCHITOCHES
 BX1849  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1849
 BX1849                         *CURRENT SURVEY CONTROL
 BX1849  ___________________________________________________________________
 BX1849* NAD 83(1986)-  31 48 41.     (N)    093 01 19.     (W)     SCALED    
 BX1849* NAVD 88     -        34.68   (+/-2cm)     113.8    (feet)  VERTCON   
 BX1849  ___________________________________________________________________
 BX1849  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1849
 BX1849  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1849
 BX1849.The horizontal coordinates were scaled from a topographic map and have
 BX1849.an estimated accuracy of +/- 6 seconds.
 BX1849
 BX1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1849.The vertical order pertains to the NGVD 29 superseded value.
 BX1849
 BX1849.The geoid height was determined by GEOID03.
 BX1849
 BX1849;                    North         East    Units  Estimated Accuracy
 BX1849;SPC LA N     -   145,520.      950,580.      MT  (+/- 180 meters Scaled)
 BX1849
 BX1849                          SUPERSEDED SURVEY CONTROL
 BX1849
 BX1849  NGVD 29 (??/??/??)   34.722  (m)          113.92   (f) ADJUSTED    1 1
 BX1849
 BX1849.Superseded values are not recommended for survey control.
 BX1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1849.See file dsdata.txt to determine how the superseded data were derived.
 BX1849
 BX1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR979195(NAD 83)
 BX1849_MARKER: DB = BENCH MARK DISK
 BX1849_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1849_SP_SET: 92 FEET
 BX1849_STAMPING: U 264 1969
 BX1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1849
 BX1849  HISTORY     - Date     Condition        Report By
 BX1849  HISTORY     - 1969     MONUMENTED       CGS
 BX1849  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1849
 BX1849                          STATION DESCRIPTION
 BX1849
 BX1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1849'0.85 MI SE FROM CLARENCE.
 BX1849'ABOUT 0.85 MILE SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE JUNCTION OF
 BX1849'U. S. HIGHWAYS 71 AND 84 AT CLARENCE, 60 FEET SOUTHWEST OF THE CENTER
 BX1849'LINE OF THE HIGHWAY, 38 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 BX1849'KANSAS CITY SOUTHERN RAILWAY, 51 FEET NORTH OF THE CENTER OF A
 BX1849'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 2 1/2 FEET SOUTHEAST OF A
 BX1849'TELEPHONE POLE, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, AND ON THE
 BX1849'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 92
 BX1849'FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 1 INCH ABOVE
 BX1849'THE SURFACE OF THE GROUND.
 BX1849
 BX1849                          STATION RECOVERY (1987)
 BX1849
 BX1849'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1091 ***********************************************************************
 BK1091  FBN         -  This is a Federal Base Network Control Station.
 BK1091  DESIGNATION -  U 265
 BK1091  PID         -  BK1091
 BK1091  STATE/COUNTY-  LA/ALLEN
 BK1091  USGS QUAD   -  GUY (1993)
 BK1091
 BK1091                         *CURRENT SURVEY CONTROL
 BK1091  ___________________________________________________________________
 BK1091* NAD 83(1992)-  30 39 13.73153(N)    092 44 43.72080(W)     ADJUSTED  
 BK1091* NAVD 88     -        23.804  (meters)      78.10   (feet)  ADJUSTED  
 BK1091  ___________________________________________________________________
 BK1091  X           -    -263,046.458 (meters)                     COMP
 BK1091  Y           -  -5,485,352.605 (meters)                     COMP
 BK1091  Z           -   3,232,933.847 (meters)                     COMP
 BK1091  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK1091  ELLIP HEIGHT-          -3.40  (meters)          (06/20/00) GPS OBS
 BK1091  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK1091  DYNAMIC HT  -          23.773 (meters)      78.00  (feet)  COMP
 BK1091  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BK1091
 BK1091  HORZ ORDER  -  B
 BK1091  VERT ORDER  -  FIRST     CLASS I
 BK1091  ELLP ORDER  -  THIRD     CLASS I
 BK1091
 BK1091.The horizontal coordinates were established by GPS observations
 BK1091.and adjusted by the National Geodetic Survey in September 1992..
 BK1091
 BK1091.The orthometric height was determined by differential leveling
 BK1091.and adjusted by the National Geodetic Survey in February 1994..
 BK1091
 BK1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1091
 BK1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1091
 BK1091.The ellipsoidal height was determined by GPS observations
 BK1091.and is referenced to NAD 83.
 BK1091
 BK1091.The geoid height was determined by GEOID03.
 BK1091
 BK1091.The dynamic height is computed by dividing the NAVD 88
 BK1091.geopotential number by the normal gravity value computed on the
 BK1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1091.degrees latitude (g = 980.6199 gals.).
 BK1091
 BK1091.The modeled gravity was interpolated from observed gravity values.
 BK1091
 BK1091;                    North         East     Units Scale Factor Converg.
 BK1091;SPC LA S     -   239,577.109   864,654.131   MT  0.99999050   -0 42 21.9
 BK1091;SPC LA S     -   786,012.57  2,836,786.09   sFT  0.99999050   -0 42 21.9
 BK1091;UTM  15      - 3,391,264.507   524,385.586   MT  0.99960734   +0 07 47.2
 BK1091
 BK1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1091!SPC LA S     -   1.00000053  x   0.99999050  =   0.99999103
 BK1091!UTM  15      -   1.00000053  x   0.99960734  =   0.99960787
 BK1091
 BK1091                          SUPERSEDED SURVEY CONTROL
 BK1091
 BK1091  NAD 83(1992)-  30 39 13.75080(N)    092 44 43.71150(W) AD(       ) 1
 BK1091  ELLIP H (09/10/92)   -3.30   (m)                       GP(       ) 4 1
 BK1091  NAVD 88 (06/15/91)   23.793  (m)           78.06   (f) UNKNOWN     1 1
 BK1091  NGVD 29 (??/??/??)   23.776  (m)           78.01   (f) ADJUSTED    1 1
 BK1091
 BK1091.Superseded values are not recommended for survey control.
 BK1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1091.See file dsdata.txt to determine how the superseded data were derived.
 BK1091
 BK1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2438691265(NAD 83)
 BK1091_MARKER: DB = BENCH MARK DISK
 BK1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1091_SP_SET: CONCRETE POST
 BK1091_STAMPING: U 265 1969
 BK1091_MARK LOGO: CGS   
 BK1091_PROJECTION: FLUSH
 BK1091_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1091+STABILITY: SURFACE MOTION
 BK1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1091+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 BK1091
 BK1091  HISTORY     - Date     Condition        Report By
 BK1091  HISTORY     - 1969     MONUMENTED       CGS
 BK1091  HISTORY     - 1970     GOOD             NGS
 BK1091  HISTORY     - 19910917 GOOD             LADTD
 BK1091  HISTORY     - 19920227 GOOD
 BK1091  HISTORY     - 19980302 GOOD             NGS
 BK1091  HISTORY     - 20050422 GOOD             USPSQD
 BK1091
 BK1091                          STATION DESCRIPTION
 BK1091
 BK1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1091'2.5 MI NE FROM OBERLIN.
 BK1091'ABOUT 2.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1091'STATION AT OBERLIN, 30 FEET NORTHWEST OF THE NORTHWEST RAIL, 53 FEET
 BK1091'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 165, 6 FEET SOUTHEAST OF
 BK1091'MILEPOST 648, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET
 BK1091'BELOW THE LEVEL OF THE TRACK, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BK1091'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 BK1091'ABOVE THE SURFACE OF THE GROUND.
 BK1091
 BK1091                          STATION RECOVERY (1991)
 BK1091
 BK1091'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BK1091'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTH-SOUTHEAST OF
 BK1091'ELIZABETH, 12.2 MI (19.6 KM) SOUTH-SOUTHWEST OF OAKDALE AND 2.5 MI
 BK1091'(4.0 KM) NORTH-NORTHEAST OF OBERLINE.  OWNERSHIP--LOUISIANA
 BK1091'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK1091'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND STATE
 BK1091'HIGHWAY 26 IN OBERLIN, GO NORTH FOR 2.55 MI (4.10 KM) ON HIGHWAY 165
 BK1091'TO THE STATION SET ON THE RIGHT, ABOUT 0.1 MI (0.2 KM) NORTH OF MILE
 BK1091'MARKER 33.
 BK1091'THE STATION IS 54.0 FT (16.5 M) EAST-SOUTHEAST FROM THE CENTER OF THE
 BK1091'HIGHWAY, 31.0 FT (9.4 M) WEST FROM THE WEST RAIL OF THE UNION PACIFIC
 BK1091'RAILROAD, 21.0 FT (6.4 M) WEST FROM RAILROAD MILE MARKER 648, 2.0 FT
 BK1091'(0.6 M) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED, 1.0 FT
 BK1091'(0.3 M) WEST FROM A FIBERGLASS WITNESS POST, PROJECTING 2 INCHES
 BK1091'ABOVE THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF
 BK1091'THE HIGHWAY.
 BK1091
 BK1091                          STATION RECOVERY (1992)
 BK1091
 BK1091'RECOVERED 1992
 BK1091'RECOVERED IN GOOD CONDITION.
 BK1091
 BK1091                          STATION RECOVERY (1998)
 BK1091
 BK1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BK1091'RECOVERED AS DESCRIBED.
 BK1091
 BK1091                          STATION RECOVERY (2005)
 BK1091
 BK1091'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0223 ***********************************************************************
 BK0223  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0223  DESIGNATION -  U 266
 BK0223  PID         -  BK0223
 BK0223  STATE/COUNTY-  LA/LAFAYETTE
 BK0223  USGS QUAD   -  LAFAYETTE (1994)
 BK0223
 BK0223                         *CURRENT SURVEY CONTROL
 BK0223  ___________________________________________________________________
 BK0223* NAD 83(1992)-  30 14 06.20109(N)    092 03 20.05051(W)     ADJUSTED  
 BK0223* NAVD 88     -        11.39 **(meters)      37.4  **(feet)  GPS OBS(2004.65)
 BK0223  **This station is located in a subsidence area (see below).
 BK0223  ___________________________________________________________________
 BK0223  EPOCH DATE  -        2004.65
 BK0223  X           -    -197,822.250 (meters)                     COMP
 BK0223  Y           -  -5,511,619.146 (meters)                     COMP
 BK0223  Z           -   3,192,904.919 (meters)                     COMP
 BK0223  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK0223  ELLIP HEIGHT-         -15.96  (meters)          (06/22/05) GPS OBS
 BK0223  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0223  DYNAMIC HT  -          11.37  (meters)      37.3   (feet)  COMP
 BK0223  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 BK0223
 BK0223  HORZ ORDER  -  B
 BK0223  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0223  ELLP ORDER  -  FOURTH    CLASS I
 BK0223
 BK0223.The horizontal coordinates were established by GPS observations
 BK0223.and adjusted by the National Geodetic Survey in June 2005..
 BK0223.The horizontal coordinates are valid at the epoch date displayed above.
 BK0223.The epoch date for horizontal control is a decimal equivalence
 BK0223.of Year/Month/Day.
 BK0223
 BK0223 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0223 ** and geoid heights are valid at the date of observation. These heights
 BK0223 ** must always be validated when used as control.
 BK0223 ** The orthometric height was determined by GPS observations using
 BK0223 ** precise GPS observation and processing techniques and a new
 BK0223 ** realization of GEOID03. It supersedes the leveled height previously
 BK0223 ** determined for this station.
 BK0223 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0223 ** epoch indicated which incorporates improved geoid heights for the
 BK0223 ** Southern Louisiana Subsidence area.
 BK0223 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0223.The orthometric height was determined by GPS observations and a
 BK0223.high-resolution geoid model using precise GPS observation and
 BK0223.processing techniques. It supersedes the leveled height previously
 BK0223.determined for this station.
 BK0223.WARNING-GPS observations at this control monument resulted in a GPS
 BK0223.derived orthometric height which differed from the leveled height by
 BK0223.more than one decimeter (0.1 meter).
 BK0223.The vertical order pertains to the first NAVD 88 superseded value.
 BK0223
 BK0223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0223
 BK0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0223
 BK0223.The ellipsoidal height was determined by GPS observations
 BK0223.and is referenced to NAD 83.
 BK0223
 BK0223.The geoid height was determined by GEOID03.
 BK0223
 BK0223.The dynamic height is computed by dividing the NAVD 88
 BK0223.geopotential number by the normal gravity value computed on the
 BK0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0223.degrees latitude (g = 980.6199 gals.).
 BK0223
 BK0223.The modeled gravity was interpolated from observed gravity values.
 BK0223
 BK0223;                    North         East     Units Scale Factor Converg.
 BK0223;SPC LA S     -   192,540.608   930,483.967   MT  0.99993406   -0 21 40.1
 BK0223;SPC LA S     -   631,693.64  3,052,762.82   sFT  0.99993406   -0 21 40.1
 BK0223;UTM  15      - 3,345,209.073   590,874.741   MT  0.99970188   +0 28 32.2
 BK0223
 BK0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0223!SPC LA S     -   1.00000251  x   0.99993406  =   0.99993657
 BK0223!UTM  15      -   1.00000251  x   0.99970188  =   0.99970439
 BK0223
 BK0223                          SUPERSEDED SURVEY CONTROL
 BK0223
 BK0223  NAVD 88 (02/14/94)   11.498  (m)           37.72   (f) ADJUSTED    1 1
 BK0223  NAVD 88 (06/15/91)   11.503  (m)           37.74   (f) UNKNOWN     1 1
 BK0223  NGVD 29 (??/??/??)   11.500  (m)           37.73   (f) ADJUSTED    1 1
 BK0223
 BK0223.Superseded values are not recommended for survey control.
 BK0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0223.See file dsdata.txt to determine how the superseded data were derived.
 BK0223
 BK0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9087545209(NAD 83)
 BK0223_MARKER: DB = BENCH MARK DISK
 BK0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0223_SP_SET: CONCRETE POST
 BK0223_STAMPING: U 266 1970
 BK0223_MARK LOGO: CGS   
 BK0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0223+STABILITY: SURFACE MOTION
 BK0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0223+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK0223
 BK0223  HISTORY     - Date     Condition        Report By
 BK0223  HISTORY     - 1970     MONUMENTED       CGS
 BK0223  HISTORY     - 1982     GOOD             NGS
 BK0223  HISTORY     - 1986     GOOD             NGS
 BK0223  HISTORY     - 20040426 GOOD             NGS
 BK0223  HISTORY     - 20051017 GOOD             NGS
 BK0223
 BK0223                          STATION DESCRIPTION
 BK0223
 BK0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 BK0223'2.85 MI W FROM LAFAYETTE.
 BK0223'ABOUT 2.85 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0223'STATION AT LAFAYETTE, OR ABOUT 0.1 MILE SOUTH ALONG ALFRED STREET
 BK0223'WHICH IS STATE HIGHWAY 93 FROM THE POST OFFICE AT SCOTT, THENCE 0.8
 BK0223'MILE EAST ALONG U.S. HIGHWAY 90, THENCE 0.2 MILE NORTH ALONG A
 BK0223'GRAVELED ROAD, THENCE 1.55 MILES EAST ALONG THE SOUTHERN PACIFIC
 BK0223'RAILROAD, AT THE WEST END OF A RAILROAD SWITCH YARD, 139 YARDS EAST OF
 BK0223'THE CENTER OF THE CROSSING OF THE RAILROAD AND SUNBEAM LANE, 97 YARDS
 BK0223'EAST OF THE EAST END OF A METAL BUILDING, 78 1/2 FEET NORTH OF THE
 BK0223'NORTH RAIL OF THE MAIN TRACK, 131 1/2 FEET EAST OF THE NORTHEAST
 BK0223'CORNER OF A TOOL SHED, 93 FEET WEST OF A METAL POLE WHICH SUPPORTS 4
 BK0223'LIGHTS, 23 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 12 FEET EAST
 BK0223'OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 1.3 FEET SOUTH OF A
 BK0223'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 BK0223'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 BK0223'SURFACE OF THE GROUND.  SECTION 27, T 9S, R 4E.
 BK0223
 BK0223                          STATION RECOVERY (1982)
 BK0223
 BK0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0223'RECOVERED IN GOOD CONDITION.
 BK0223
 BK0223                          STATION RECOVERY (1986)
 BK0223
 BK0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0223'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT
 BK0223'SUNBEAM LANE DEAD ENDS AT THE TRACK.
 BK0223
 BK0223                          STATION RECOVERY (2004)
 BK0223
 BK0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0223'THE STATION IS LOCATED IN LAFAYETTE AT THE BNSF LAFAYETTE RAIL ROAD
 BK0223'YARD.
 BK0223' 
 BK0223'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 (AMB
 BK0223'CAFFERY PKWY) AND STATE  HIGHWAY 3184 (CAMERON STREET) IN LAFAYETTE,
 BK0223'GO EAST FOR 0.35 MI ON HIGHWAY 90 TO SUNBEAM STREET  ON THE LEFT, TURN
 BK0223'LEFT AND GO NORTH FOR 0.1 MI ON THE STREET TO A DEADEND AT RAIL ROAD
 BK0223'TRACKS  AND A GRAVEL ENTRANCE ROAD TO THE BNSF LAFAYETTE RAIL ROAD
 BK0223'YARD ON THE RIGHT, TURN RIGHT AND  GO EAST FOR 0.05 MI ALONG THE
 BK0223'ENTRANCE ROAD TO THE STATION ON THE LEFT IN A DIRT STRIP BETWEEN  TWO
 BK0223'SETS OF RAILR ROAD TRACKS.
 BK0223' 
 BK0223'THE STATION IS LOCATED 28.4 M WEST OF A METAL LIGHT POLE, 16.8 M NORTH
 BK0223'OF THE NEAR RAIL OF 6 SETS OF  TRACKS, 3.8 M EAST OF A WOODEN UTILITY
 BK0223'POLE WITH A TRANSFORMER, 0.4 M NORTH OF A METAL POST WITH  WITNESS
 BK0223'SIGN ATTACHED, AND THE MONUMENT IS PROJECTING 0.15 M ABOVE THE LEVEL
 BK0223'OF THE GROUND  SURFACE.  NOTE--BEFORE OCCUPYING THE STATION, GET
 BK0223'PERMISSION FROM THE RAIL ROAD YARD BOSS TO  CROSS THE RAILS.
 BK0223
 BK0223                          STATION RECOVERY (2005)
 BK0223
 BK0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2201 ***********************************************************************
 BX2201  DESIGNATION -  U 27
 BX2201  PID         -  BX2201
 BX2201  STATE/COUNTY-  LA/SABINE
 BX2201  USGS QUAD   -  CONVERSE (1994)
 BX2201
 BX2201                         *CURRENT SURVEY CONTROL
 BX2201  ___________________________________________________________________
 BX2201* NAD 83(1986)-  31 47 32.     (N)    093 41 35.     (W)     SCALED    
 BX2201* NAVD 88     -        65.77   (+/-2cm)     215.8    (feet)  VERTCON   
 BX2201  ___________________________________________________________________
 BX2201  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX2201
 BX2201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2201
 BX2201.The horizontal coordinates were scaled from a topographic map and have
 BX2201.an estimated accuracy of +/- 6 seconds.
 BX2201
 BX2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2201.The vertical order pertains to the NGVD 29 superseded value.
 BX2201
 BX2201.The geoid height was determined by GEOID03.
 BX2201
 BX2201;                    North         East    Units  Estimated Accuracy
 BX2201;SPC LA N     -   143,900.      887,020.      MT  (+/- 180 meters Scaled)
 BX2201
 BX2201                          SUPERSEDED SURVEY CONTROL
 BX2201
 BX2201  NGVD 29 (??/??/??)   65.849  (m)          216.04   (f) ADJUSTED    2 0
 BX2201
 BX2201.Superseded values are not recommended for survey control.
 BX2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2201.See file dsdata.txt to determine how the superseded data were derived.
 BX2201
 BX2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR343176(NAD 83)
 BX2201_MARKER: DB = BENCH MARK DISK
 BX2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2201_STAMPING: U 27 1935
 BX2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2201+STABILITY: SURFACE MOTION
 BX2201
 BX2201  HISTORY     - Date     Condition        Report By
 BX2201  HISTORY     - 1935     MONUMENTED       CGS
 BX2201  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BX2201  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2201
 BX2201                          STATION DESCRIPTION
 BX2201
 BX2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2201'0.7 MI N FROM CONVERSE.
 BX2201'0.7 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM CONVERSE,
 BX2201'SABINE PARISH, 11 1/2 POOLES SOUTH OF MILEPOST 609, AT A SMALL CUT, 42
 BX2201'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 171, AND 36 FEET WEST OF
 BX2201'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED U 27 1935 AND
 BX2201'SET IN THE TOP OF A CONCRETE POST.
 BX2201
 BX2201                          STATION RECOVERY (1986)
 BX2201
 BX2201'RECOVERY NOTE BY US POWER SQUADRON 1986 (DFP)
 BX2201'MARK NOT FOUND.
 BX2201
 BX2201                          STATION RECOVERY (2001)
 BX2201
 BX2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2201'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2364 ***********************************************************************
 BY2364  DESIGNATION -  U 270
 BY2364  PID         -  BY2364
 BY2364  STATE/COUNTY-  LA/DE SOTO
 BY2364  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY2364
 BY2364                         *CURRENT SURVEY CONTROL
 BY2364  ___________________________________________________________________
 BY2364* NAD 83(1986)-  31 58 28.     (N)    094 00 11.     (W)     SCALED    
 BY2364* NAVD 88     -        59.090  (meters)     193.86   (feet)  ADJUSTED  
 BY2364  ___________________________________________________________________
 BY2364  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BY2364  DYNAMIC HT  -          59.022 (meters)     193.64  (feet)  COMP
 BY2364  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 BY2364  OBS GRAVITY -     979,490.6   (mgal)                       GRAV_OBS
 BY2364
 BY2364  VERT ORDER  -  FIRST     CLASS II
 BY2364
 BY2364.The horizontal coordinates were scaled from a topographic map and have
 BY2364.an estimated accuracy of +/- 6 seconds.
 BY2364
 BY2364.The orthometric height was determined by differential leveling
 BY2364.and adjusted by the National Geodetic Survey in June 1991..
 BY2364
 BY2364.The geoid height was determined by GEOID03.
 BY2364
 BY2364.The dynamic height is computed by dividing the NAVD 88
 BY2364.geopotential number by the normal gravity value computed on the
 BY2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2364.degrees latitude (g = 980.6199 gals.).
 BY2364
 BY2364.The modeled gravity was interpolated from observed gravity values.
 BY2364.The observed gravity was obtained from relative gravimeter ties
 BY2364.to the IGSN71 gravity network.
 BY2364
 BY2364;                    North         East    Units  Estimated Accuracy
 BY2364;SPC LA N     -   164,460.      857,950.      MT  (+/- 180 meters Scaled)
 BY2364
 BY2364                          SUPERSEDED SURVEY CONTROL
 BY2364
 BY2364  NGVD 29 (??/??/??)   59.147  (m)          194.05   (f) ADJUSTED    1 2
 BY2364
 BY2364.Superseded values are not recommended for survey control.
 BY2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2364.See file dsdata.txt to determine how the superseded data were derived.
 BY2364
 BY2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR052380(NAD 83)
 BY2364_MARKER: I = METAL ROD
 BY2364_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2364_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2364_STAMPING: U 270 1979
 BY2364_PROJECTION: FLUSH
 BY2364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2364+STABILITY: POSITION/ELEVATION WELL
 BY2364_ROD/PIPE-DEPTH: 8.23 meters
 BY2364_SLEEVE-DEPTH  : 6.10 meters
 BY2364
 BY2364  HISTORY     - Date     Condition        Report By
 BY2364  HISTORY     - 1979     MONUMENTED       NGS
 BY2364  HISTORY     - 19970208 GOOD             USPSQD
 BY2364
 BY2364                          STATION DESCRIPTION
 BY2364
 BY2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2364'IN LOGANSPORT.
 BY2364'IN LOGANSPORT, AT THE NORTHWEST CORNER OF THE POST OFFICE, AT THE
 BY2364'INTERSECTION OF FOURTH STREET AND ELM STREET, 43.0 FT.
 BY2364'SOUTHEAST OF THE CENTER OF ELM STREET, 82.0 FT. WEST-SOUTHWEST OF
 BY2364'A FLAGPOLE, 13.5 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE POST
 BY2364'OFFICE, 3.5 FT. NORTH OF THE CURB OF A PARKING LOT BEHIND THE POST
 BY2364'OFFICE, 4.5 FT. NORTHWEST OF THE CENTER OF THE COVER FOR A WATER
 BY2364'METER.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2364'THROUGH A 5-INCH LOGO CAP.
 BY2364'THE MARK IS 2 FT ABOVE ELM STREET.
 BY2364
 BY2364                          STATION RECOVERY (1997)
 BY2364
 BY2364'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY2364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1986 ***********************************************************************
 BX1986  DESIGNATION -  U 28
 BX1986  PID         -  BX1986
 BX1986  STATE/COUNTY-  LA/VERNON
 BX1986  USGS QUAD   -  LEESVILLE (1994)
 BX1986
 BX1986                         *CURRENT SURVEY CONTROL
 BX1986  ___________________________________________________________________
 BX1986* NAD 83(1986)-  31 14 37.     (N)    093 20 18.     (W)     SCALED    
 BX1986* NAVD 88     -        95.24   (+/-2cm)     312.5    (feet)  VERTCON   
 BX1986  ___________________________________________________________________
 BX1986  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BX1986
 BX1986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1986
 BX1986.The horizontal coordinates were scaled from a topographic map and have
 BX1986.an estimated accuracy of +/- 6 seconds.
 BX1986
 BX1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1986.The vertical order pertains to the NGVD 29 superseded value.
 BX1986
 BX1986.The geoid height was determined by GEOID03.
 BX1986
 BX1986;                    North         East    Units  Estimated Accuracy
 BX1986;SPC LA N     -    82,760.      920,140.      MT  (+/- 180 meters Scaled)
 BX1986
 BX1986                          SUPERSEDED SURVEY CONTROL
 BX1986
 BX1986  NGVD 29 (??/??/??)   95.325  (m)          312.75   (f) ADJUSTED    2 0
 BX1986
 BX1986.Superseded values are not recommended for survey control.
 BX1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1986.See file dsdata.txt to determine how the superseded data were derived.
 BX1986
 BX1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ677566(NAD 83)
 BX1986_MARKER: DB = BENCH MARK DISK
 BX1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1986_STAMPING: U 28 1935
 BX1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1986+STABILITY: SURFACE MOTION
 BX1986
 BX1986  HISTORY     - Date     Condition        Report By
 BX1986  HISTORY     - 1935     MONUMENTED       CGS
 BX1986  HISTORY     - 1938     GOOD             CGS
 BX1986  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1986
 BX1986                          STATION DESCRIPTION
 BX1986
 BX1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1986'0.8 MI SE FROM ANACOCO.
 BX1986'0.8 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1986'ANACOCO, VERNON PARISH, 300 YARDS SOUTH OF MILEPOST 659, AT THE NORTH
 BX1986'END OF THE TANGENT OF A CURVE TO THE SOUTHWEST, AND 33 FEET EAST OF
 BX1986'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED U 28 1935 AND
 BX1986'SET IN THE TOP OF A CONCRETE POST.
 BX1986
 BX1986                          STATION RECOVERY (2001)
 BX1986
 BX1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1986'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0137 ***********************************************************************
 AT0137  DESIGNATION -  U 280
 AT0137  PID         -  AT0137
 AT0137  STATE/COUNTY-  LA/PLAQUEMINES
 AT0137  USGS QUAD   -  DIXON BAY (1971)
 AT0137
 AT0137                         *CURRENT SURVEY CONTROL
 AT0137  ___________________________________________________________________
 AT0137* NAD 83(1986)-  29 05 24.     (N)    089 16 34.     (W)     SCALED    
 AT0137* NAVD 88     -         0.501  (meters)       1.64   (feet)  READJUSTED
 AT0137  ___________________________________________________________________
 AT0137  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AT0137  DYNAMIC HT  -           0.500 (meters)       1.64  (feet)  COMP
 AT0137  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 AT0137
 AT0137  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0137
 AT0137.The horizontal coordinates were scaled from a topographic map and have
 AT0137.an estimated accuracy of +/- 6 seconds.
 AT0137
 AT0137.The orthometric height was determined by differential leveling
 AT0137.and adjusted by the National Geodetic Survey in February 1994..
 AT0137.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0137.distribution rate of 0.0 thru 1.0 mm/km.
 AT0137.The height was derived from older observations constrained to new
 AT0137.heights in a crustal motion area.  The height is approximate in
 AT0137.relation to other heights in its vicinity.
 AT0137
 AT0137.The geoid height was determined by GEOID03.
 AT0137
 AT0137.The dynamic height is computed by dividing the NAVD 88
 AT0137.geopotential number by the normal gravity value computed on the
 AT0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0137.degrees latitude (g = 980.6199 gals.).
 AT0137
 AT0137.The modeled gravity was interpolated from observed gravity values.
 AT0137
 AT0137;                    North         East    Units  Estimated Accuracy
 AT0137;SPC LA S     -    67,200.    1,200,280.      MT  (+/- 180 meters Scaled)
 AT0137
 AT0137                          SUPERSEDED SURVEY CONTROL
 AT0137
 AT0137  NGVD 29 (??/??/??)    0.581  (m)            1.91   (f) ADJUSTED    1 1
 AT0137
 AT0137.Superseded values are not recommended for survey control.
 AT0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0137.See file dsdata.txt to determine how the superseded data were derived.
 AT0137
 AT0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT784200(NAD 83)
 AT0137_MARKER: DB = BENCH MARK DISK
 AT0137_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0137_SP_SET: 96 FEET
 AT0137_STAMPING: U 280 1971
 AT0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0137
 AT0137  HISTORY     - Date     Condition        Report By
 AT0137  HISTORY     - 1971     MONUMENTED       NGS
 AT0137
 AT0137                          STATION DESCRIPTION
 AT0137
 AT0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0137'6.55 MI SW FROM PILOTTOWN.
 AT0137'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0137'LOOKOUT TOWER AT PILOTTOWN, THENCE 4.05 MILES SOUTHWEST ALONG THE
 AT0137'SOUTHEAST BANK OF SOUTHWEST PASS, AT THE JUNCTION OF A CANAL LEADING
 AT0137'SOUTHEAST, 65 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE PASS, 18
 AT0137'YARDS NORTHEAST OF THE NORTHEAST BANK OF THE CANAL, DIRECTLY IN BACK
 AT0137'OF TWO BULKHEADS, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 AT0137'ROD PROJECTING 18 INCHES ABOVE THE GROUND AND PROTECTED BY 3 WOODEN
 AT0137'CREOSOTED POST, ENCASED IN A 4 INCH PLASTIC PIPE WHICH PROJECTS 18
 AT0137'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 AT0137'OF 96 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0138 ***********************************************************************
 AT0138  DESIGNATION -  U 280 USE RESET 1976
 AT0138  PID         -  AT0138
 AT0138  STATE/COUNTY-  LA/PLAQUEMINES
 AT0138  USGS QUAD   -  DIXON BAY (1971)
 AT0138
 AT0138                         *CURRENT SURVEY CONTROL
 AT0138  ___________________________________________________________________
 AT0138* NAD 83(1986)-  29 05 17.     (N)    089 16 38.     (W)     SCALED    
 AT0138* NAVD 88     -         2.21   (+/-2cm)       7.3    (feet)  VERTCON   
 AT0138  ___________________________________________________________________
 AT0138  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AT0138
 AT0138  VERT ORDER  -  THIRD (See Below)
 AT0138
 AT0138.The horizontal coordinates were scaled from a topographic map and have
 AT0138.an estimated accuracy of +/- 6 seconds.
 AT0138
 AT0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0138.The vertical order pertains to the NGVD 29 superseded value.
 AT0138
 AT0138.The geoid height was determined by GEOID03.
 AT0138
 AT0138;                    North         East    Units  Estimated Accuracy
 AT0138;SPC LA S     -    66,980.    1,200,180.      MT  (+/- 180 meters Scaled)
 AT0138
 AT0138                          SUPERSEDED SURVEY CONTROL
 AT0138
 AT0138  NGVD 29 (??/??/??)    2.29   (m)            7.5    (f) RESET       3  
 AT0138
 AT0138.Superseded values are not recommended for survey control.
 AT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0138.See file dsdata.txt to determine how the superseded data were derived.
 AT0138
 AT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT783198(NAD 83)
 AT0138_MARKER: DB = BENCH MARK DISK
 AT0138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0138_SP_SET: 56 FEET
 AT0138_STAMPING: U 280 RESET 1976
 AT0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0138
 AT0138  HISTORY     - Date     Condition        Report By
 AT0138  HISTORY     - 1976     MONUMENTED       USE
 AT0138  HISTORY     - 1976     GOOD             NGS
 AT0138
 AT0138                          STATION DESCRIPTION
 AT0138
 AT0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0138'7.0 MI SW FROM PILOTTOWN.
 AT0138'LOCATED ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR
 AT0138'PILOT LOOKOUT TOWER AT PILOTTOWN, THENCE 4.5 MILES SOUTHWEST ALONG
 AT0138'SOUTHWEST PASS TO TOWER NO. 9 ON THE LEFT.  IT IS IN THE CENTER OF THE
 AT0138'TOWER, ABOUT 325 FEET LANDSIDE OF AN IRREGULAR BANK OF SOUTHWEST PASS,
 AT0138'250 FEET DOWNSTREAM (SOUTH) OF THE SOUTH BANK OF JOSEPH BAYOU AND 40
 AT0138'FEET DOWNSTREAM FROM THE UPPER END OF A SAND FILL. IT IS AN NGS DISK
 AT0138'BRAZED ON A COPPERWELD ROD DRIVEN TO THE DEPTH OF 56 FEET, ENCASED IN
 AT0138'A 4-INCH PLASTIC PIPE PROJECTING 3.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0223 ***********************************************************************
 BJ0223  DESIGNATION -  U 282
 BJ0223  PID         -  BJ0223
 BJ0223  STATE/COUNTY-  LA/ST LANDRY
 BJ0223  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0223
 BJ0223                         *CURRENT SURVEY CONTROL
 BJ0223  ___________________________________________________________________
 BJ0223* NAD 83(1986)-  30 38 14.     (N)    091 45 00.     (W)     SCALED    
 BJ0223* NAVD 88     -         9.147  (meters)      30.01   (feet)  ADJUSTED  
 BJ0223  ___________________________________________________________________
 BJ0223  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0223  DYNAMIC HT  -           9.136 (meters)      29.97  (feet)  COMP
 BJ0223  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 BJ0223
 BJ0223  VERT ORDER  -  FIRST     CLASS I
 BJ0223
 BJ0223.The horizontal coordinates were scaled from a topographic map and have
 BJ0223.an estimated accuracy of +/- 6 seconds.
 BJ0223
 BJ0223.The orthometric height was determined by differential leveling
 BJ0223.and adjusted by the National Geodetic Survey in February 1994..
 BJ0223
 BJ0223.The geoid height was determined by GEOID03.
 BJ0223
 BJ0223.The dynamic height is computed by dividing the NAVD 88
 BJ0223.geopotential number by the normal gravity value computed on the
 BJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0223.degrees latitude (g = 980.6199 gals.).
 BJ0223
 BJ0223.The modeled gravity was interpolated from observed gravity values.
 BJ0223
 BJ0223;                    North         East    Units  Estimated Accuracy
 BJ0223;SPC LA S     -   236,980.      960,060.      MT  (+/- 180 meters Scaled)
 BJ0223
 BJ0223                          SUPERSEDED SURVEY CONTROL
 BJ0223
 BJ0223  NAVD 88 (06/15/91)    9.191  (m)           30.15   (f) UNKNOWN     1 1
 BJ0223  NGVD 29 (??/??/??)    9.157  (m)           30.04   (f) ADJUSTED    1 1
 BJ0223
 BJ0223.Superseded values are not recommended for survey control.
 BJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0223.See file dsdata.txt to determine how the superseded data were derived.
 BJ0223
 BJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP197900(NAD 83)
 BJ0223_MARKER: DB = BENCH MARK DISK
 BJ0223_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0223+WITH SETTING: INTO GROUND
 BJ0223_SP_SET: METAL ROD WITH BASE PLATE
 BJ0223_STAMPING: U 282 1976
 BJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0223+STABILITY: SURFACE MOTION
 BJ0223
 BJ0223  HISTORY     - Date     Condition        Report By
 BJ0223  HISTORY     - 1976     MONUMENTED       NGS
 BJ0223
 BJ0223                          STATION DESCRIPTION
 BJ0223
 BJ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0223'4.0 MI SOUTH FROM MELVILLE.
 BJ0223'4.0 MILE SOUTH ALONG STATE HIGHWAY 105 FROM THE JUNCTION OF STATE
 BJ0223'HIGHWAY 10, 0.05 MILE SOUTH OF HIGHWAY MILE POST 7, 51.5 FT EAST OF
 BJ0223'THE CENTER LINE OF THE HIGHWAY, 22.5 FT NORTHWEST OF THE CENTER LINE
 BJ0223'OF A GRAVEL ROAD LEADING SOUTHEAST OVER A LEVEE, 28 FT NORTH OF THE
 BJ0223'CENTER LINE OF A METAL GATE, 1 FT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0459 ***********************************************************************
 BJ0459  DESIGNATION -  U 283
 BJ0459  PID         -  BJ0459
 BJ0459  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0459  USGS QUAD   -  ZACHARY (1980)
 BJ0459
 BJ0459                         *CURRENT SURVEY CONTROL
 BJ0459  ___________________________________________________________________
 BJ0459* NAD 83(1986)-  30 44 00.     (N)    091 12 50.     (W)     SCALED    
 BJ0459* NAVD 88     -        40.889  (meters)     134.15   (feet)  ADJUSTED  
 BJ0459  ___________________________________________________________________
 BJ0459  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0459  DYNAMIC HT  -          40.836 (meters)     133.98  (feet)  COMP
 BJ0459  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BJ0459
 BJ0459  VERT ORDER  -  FIRST     CLASS I
 BJ0459
 BJ0459.The horizontal coordinates were scaled from a topographic map and have
 BJ0459.an estimated accuracy of +/- 6 seconds.
 BJ0459
 BJ0459.The orthometric height was determined by differential leveling
 BJ0459.and adjusted by the National Geodetic Survey in February 1994..
 BJ0459
 BJ0459.The geoid height was determined by GEOID03.
 BJ0459
 BJ0459.The dynamic height is computed by dividing the NAVD 88
 BJ0459.geopotential number by the normal gravity value computed on the
 BJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0459.degrees latitude (g = 980.6199 gals.).
 BJ0459
 BJ0459.The modeled gravity was interpolated from observed gravity values.
 BJ0459
 BJ0459;                    North         East    Units  Estimated Accuracy
 BJ0459;SPC LA S     -   247,570.    1,011,440.      MT  (+/- 180 meters Scaled)
 BJ0459
 BJ0459                          SUPERSEDED SURVEY CONTROL
 BJ0459
 BJ0459  NGVD 29 (??/??/??)   40.875  (m)          134.10   (f) ADJUSTED    1 1
 BJ0459
 BJ0459.Superseded values are not recommended for survey control.
 BJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0459.See file dsdata.txt to determine how the superseded data were derived.
 BJ0459
 BJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ709014(NAD 83)
 BJ0459_MARKER: DB = BENCH MARK DISK
 BJ0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0459_SP_SET: BRIDGE
 BJ0459_STAMPING: U 283 1976
 BJ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0459
 BJ0459  HISTORY     - Date     Condition        Report By
 BJ0459  HISTORY     - 1976     MONUMENTED       NGS
 BJ0459
 BJ0459                          STATION DESCRIPTION
 BJ0459
 BJ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0459'4.65 MI WEST FROM SLAUGHTER.
 BJ0459'4.65 MILES WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0459'SLAUGHTER, AT THE JUNCTION OF STATE HIGHWAY 955, 16 FT SOUTHEAST OF
 BJ0459'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTHEAST END OF
 BJ0459'NORTHEAST CONCRETE ABUTMENT OF THE CONCRETE
 BJ0459'BRIDGE OVER WHITE BAYOU, 1.7 FT NORTHWEST OF THE SOUTHEAST END OF
 BJ0459'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0494 ***********************************************************************
 BJ0494  DESIGNATION -  U 284
 BJ0494  PID         -  BJ0494
 BJ0494  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0494  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0494
 BJ0494                         *CURRENT SURVEY CONTROL
 BJ0494  ___________________________________________________________________
 BJ0494* NAD 83(1986)-  30 35 29.     (N)    091 10 04.     (W)     SCALED    
 BJ0494* NAVD 88     -        24.68   (+/-2cm)      81.0    (feet)  VERTCON   
 BJ0494  ___________________________________________________________________
 BJ0494  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0494
 BJ0494  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0494
 BJ0494.The horizontal coordinates were scaled from a topographic map and have
 BJ0494.an estimated accuracy of +/- 6 seconds.
 BJ0494
 BJ0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0494.The vertical order pertains to the NGVD 29 superseded value.
 BJ0494
 BJ0494.The geoid height was determined by GEOID03.
 BJ0494
 BJ0494;                    North         East    Units  Estimated Accuracy
 BJ0494;SPC LA S     -   231,830.    1,015,880.      MT  (+/- 180 meters Scaled)
 BJ0494
 BJ0494                          SUPERSEDED SURVEY CONTROL
 BJ0494
 BJ0494  NGVD 29 (??/??/??)   24.684  (m)           80.98   (f) ADJUSTED    1 1
 BJ0494
 BJ0494.Superseded values are not recommended for survey control.
 BJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0494.See file dsdata.txt to determine how the superseded data were derived.
 BJ0494
 BJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP756857(NAD 83)
 BJ0494_MARKER: DB = BENCH MARK DISK
 BJ0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0494_SP_SET: COPPER-CLAD STEEL ROD
 BJ0494_STAMPING: U 284 1976
 BJ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0494
 BJ0494  HISTORY     - Date     Condition        Report By
 BJ0494  HISTORY     - 1976     MONUMENTED       NGS
 BJ0494
 BJ0494                          STATION DESCRIPTION
 BJ0494
 BJ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0494'IN BAKER.
 BJ0494'0.2 MILE NORTH ALONG STATE HIGHWAY 19 (MAIN STREET) FROM THE
 BJ0494'JUNCTION OF GROOM ROAD AT BAKER, AT THE JUNCTION OF WILSON STREET,
 BJ0494'87.5 FT WEST OF THE CENTER LINE OF THE EAST LANES OF STATE HIGHWAY
 BJ0494'19, 26.7 FT WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD
 BJ0494'TRACK, 57 FT SOUTH OF THE CENTER LINE OF THE STREET, 3.5 FT NORTH-
 BJ0494'EAST OF A TELEPHONE POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0175 ***********************************************************************
 BJ0175  DESIGNATION -  U 284 X
 BJ0175  PID         -  BJ0175
 BJ0175  STATE/COUNTY-  LA/AVOYELLES
 BJ0175  USGS QUAD   -  SIMMESPORT (1969)
 BJ0175
 BJ0175                         *CURRENT SURVEY CONTROL
 BJ0175  ___________________________________________________________________
 BJ0175* NAD 83(1986)-  30 56 40.     (N)    091 48 35.     (W)     SCALED    
 BJ0175* NAVD 88     -        12.662  (meters)      41.54   (feet)  ADJUSTED  
 BJ0175  ___________________________________________________________________
 BJ0175  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0175  DYNAMIC HT  -          12.646 (meters)      41.49  (feet)  COMP
 BJ0175  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 BJ0175
 BJ0175  VERT ORDER  -  FIRST     CLASS I
 BJ0175
 BJ0175.The horizontal coordinates were scaled from a topographic map and have
 BJ0175.an estimated accuracy of +/- 6 seconds.
 BJ0175
 BJ0175.The orthometric height was determined by differential leveling
 BJ0175.and adjusted by the National Geodetic Survey in February 1994..
 BJ0175
 BJ0175.The geoid height was determined by GEOID03.
 BJ0175
 BJ0175.The dynamic height is computed by dividing the NAVD 88
 BJ0175.geopotential number by the normal gravity value computed on the
 BJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0175.degrees latitude (g = 980.6199 gals.).
 BJ0175
 BJ0175.The modeled gravity was interpolated from observed gravity values.
 BJ0175
 BJ0175;                    North         East    Units  Estimated Accuracy
 BJ0175;SPC LA N     -    49,490.    1,065,970.      MT  (+/- 180 meters Scaled)
 BJ0175
 BJ0175                          SUPERSEDED SURVEY CONTROL
 BJ0175
 BJ0175  NAVD 88 (06/15/91)   12.689  (m)           41.63   (f) UNKNOWN     1 1
 BJ0175  NGVD 29 (??/??/??)   12.642  (m)           41.48   (f) ADJUSTED    1 1
 BJ0175
 BJ0175.Superseded values are not recommended for survey control.
 BJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0175.See file dsdata.txt to determine how the superseded data were derived.
 BJ0175
 BJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ137240(NAD 83)
 BJ0175_MARKER: DB = BENCH MARK DISK
 BJ0175_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0175+WITH SETTING: INTO GROUND
 BJ0175_SP_SET: METAL ROD WITH BASE PLATE
 BJ0175_STAMPING: U 284 X 1976
 BJ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0175+STABILITY: SURFACE MOTION
 BJ0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0175+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BJ0175
 BJ0175  HISTORY     - Date     Condition        Report By
 BJ0175  HISTORY     - 1976     MONUMENTED       NGS
 BJ0175  HISTORY     - 20050115 GOOD             USPSQD
 BJ0175  HISTORY     - 20060315 GOOD             USPSQD
 BJ0175
 BJ0175                          STATION DESCRIPTION
 BJ0175
 BJ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0175'2.0 MI SOUTH FROM SIMMESPORT.
 BJ0175'2.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0175'SCHOOL, 41.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 2.4 FT NORTH
 BJ0175'OF A POWER LINE POLE NUMBER 27, 1 FT EAST OF A FENCE.
 BJ0175
 BJ0175                          STATION RECOVERY (2005)
 BJ0175
 BJ0175'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0175'RECOVERED AS DESCRIBED.
 BJ0175
 BJ0175                          STATION RECOVERY (2006)
 BJ0175
 BJ0175'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BJ0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0889 ***********************************************************************
 BJ0889  DESIGNATION -  U 286
 BJ0889  PID         -  BJ0889
 BJ0889  STATE/COUNTY-  LA/LIVINGSTON
 BJ0889  USGS QUAD   -  WALKER (1991)
 BJ0889
 BJ0889                         *CURRENT SURVEY CONTROL
 BJ0889  ___________________________________________________________________
 BJ0889* NAD 83(1986)-  30 29 35.     (N)    090 50 56.     (W)     SCALED    
 BJ0889* NAVD 88     -        13.575  (meters)      44.54   (feet)  ADJUSTED  
 BJ0889  ___________________________________________________________________
 BJ0889  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ0889  DYNAMIC HT  -          13.558 (meters)      44.48  (feet)  COMP
 BJ0889  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BJ0889
 BJ0889  VERT ORDER  -  FIRST     CLASS I
 BJ0889
 BJ0889.The horizontal coordinates were scaled from a topographic map and have
 BJ0889.an estimated accuracy of +/- 6 seconds.
 BJ0889
 BJ0889.The orthometric height was determined by differential leveling
 BJ0889.and adjusted by the National Geodetic Survey in February 1994..
 BJ0889
 BJ0889.The geoid height was determined by GEOID03.
 BJ0889
 BJ0889.The dynamic height is computed by dividing the NAVD 88
 BJ0889.geopotential number by the normal gravity value computed on the
 BJ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0889.degrees latitude (g = 980.6199 gals.).
 BJ0889
 BJ0889.The modeled gravity was interpolated from observed gravity values.
 BJ0889
 BJ0889;                    North         East    Units  Estimated Accuracy
 BJ0889;SPC LA S     -   221,020.    1,046,510.      MT  (+/- 180 meters Scaled)
 BJ0889
 BJ0889                          SUPERSEDED SURVEY CONTROL
 BJ0889
 BJ0889  NAVD 88 (06/15/91)   13.625  (m)           44.70   (f) UNKNOWN     1 1
 BJ0889  NGVD 29 (??/??/??)   13.597  (m)           44.61   (f) ADJUSTED    1 1
 BJ0889
 BJ0889.Superseded values are not recommended for survey control.
 BJ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0889.See file dsdata.txt to determine how the superseded data were derived.
 BJ0889
 BJ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP064753(NAD 83)
 BJ0889_MARKER: DB = BENCH MARK DISK
 BJ0889_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0889+WITH SETTING: INTO GROUND
 BJ0889_SP_SET: METAL ROD WITH BASE PLATE
 BJ0889_STAMPING: U 286 1976
 BJ0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0889+STABILITY: SURFACE MOTION
 BJ0889
 BJ0889  HISTORY     - Date     Condition        Report By
 BJ0889  HISTORY     - 1976     MONUMENTED       NGS
 BJ0889
 BJ0889                          STATION DESCRIPTION
 BJ0889
 BJ0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0889'0.9 MI EAST FROM WALKER.
 BJ0889'0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0889'HIGHWAY 447, AT THE JUNCTION OF STATE HIGHWAY 1029, 46 FT NORTHWEST
 BJ0889'OF THE CENTER LINE OF THE HIGHWAY, 98 FT WEST OF THE CENTER LINE OF
 BJ0889'STATE HIGHWAY 1029, 65.3 FT EAST OF THE EAST CORNER OF A CONCRETE
 BJ0889'BLOCK STORE BUILDING, 2 FT SOUTHWEST OF A POWER LINE POLE WITH A
 BJ0889'LIGHT AND A TRANSFORMER, THE DISK IS 0.4 FT BELOW THE LEVEL OF THE
 BJ0889'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0562 ***********************************************************************
 BJ0562  DESIGNATION -  U 290
 BJ0562  PID         -  BJ0562
 BJ0562  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0562  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0562
 BJ0562                         *CURRENT SURVEY CONTROL
 BJ0562  ___________________________________________________________________
 BJ0562* NAD 83(1986)-  30 24 52.     (N)    091 12 44.     (W)     SCALED    
 BJ0562* NAVD 88     -         8.892  (meters)      29.17   (feet)  ADJUSTED  
 BJ0562  ___________________________________________________________________
 BJ0562  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0562  DYNAMIC HT  -           8.881 (meters)      29.14  (feet)  COMP
 BJ0562  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 BJ0562
 BJ0562  VERT ORDER  -  FIRST     CLASS I
 BJ0562
 BJ0562.The horizontal coordinates were scaled from a topographic map and have
 BJ0562.an estimated accuracy of +/- 6 seconds.
 BJ0562
 BJ0562.The orthometric height was determined by differential leveling
 BJ0562.and adjusted by the National Geodetic Survey in February 1994..
 BJ0562
 BJ0562.The geoid height was determined by GEOID03.
 BJ0562
 BJ0562.The dynamic height is computed by dividing the NAVD 88
 BJ0562.geopotential number by the normal gravity value computed on the
 BJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0562.degrees latitude (g = 980.6199 gals.).
 BJ0562
 BJ0562.The modeled gravity was interpolated from observed gravity values.
 BJ0562
 BJ0562;                    North         East    Units  Estimated Accuracy
 BJ0562;SPC LA S     -   212,210.    1,011,640.      MT  (+/- 180 meters Scaled)
 BJ0562
 BJ0562                          SUPERSEDED SURVEY CONTROL
 BJ0562
 BJ0562  NGVD 29 (??/??/??)    8.886  (m)           29.15   (f) ADJUSTED    1 1
 BJ0562
 BJ0562.Superseded values are not recommended for survey control.
 BJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0562.See file dsdata.txt to determine how the superseded data were derived.
 BJ0562
 BJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP717660(NAD 83)
 BJ0562_MARKER: DB = BENCH MARK DISK
 BJ0562_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0562+WITH SETTING: INTO GROUND
 BJ0562_SP_SET: METAL ROD WITH BASE PLATE
 BJ0562_STAMPING: U 290 1976
 BJ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0562+STABILITY: SURFACE MOTION
 BJ0562
 BJ0562  HISTORY     - Date     Condition        Report By
 BJ0562  HISTORY     - 1976     MONUMENTED       NGS
 BJ0562
 BJ0562                          STATION DESCRIPTION
 BJ0562
 BJ0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0562'2.2 MI NE FROM BRUSLY LANDING.
 BJ0562'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0562'HIGHWAY 989-2, 0.05 MILE SOUTHEAST OF A POINT WHERE HIGHWAY TURNS TO
 BJ0562'THE NORTHWEST, 31 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10
 BJ0562'FT. NORTHEAST OF THE CENTER LINE OF A DIM DRIVE, 3 FT. SOUTH OF A
 BJ0562'T JUNCTION FENCE POST, 2 FT. SOUTHWEST OF A POWER LINE POLE NUMBER
 BJ0562'22.  THE DISK IS 0.4 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO
 BJ0562'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0262 ***********************************************************************
 BJ0262  DESIGNATION -  U 291
 BJ0262  PID         -  BJ0262
 BJ0262  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0262  USGS QUAD   -  LOTTIE (1994)
 BJ0262
 BJ0262                         *CURRENT SURVEY CONTROL
 BJ0262  ___________________________________________________________________
 BJ0262* NAD 83(1986)-  30 32 02.     (N)    091 38 24.     (W)     SCALED    
 BJ0262* NAVD 88     -         5.408  (meters)      17.74   (feet)  ADJUSTED  
 BJ0262  ___________________________________________________________________
 BJ0262  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0262  DYNAMIC HT  -           5.401 (meters)      17.72  (feet)  COMP
 BJ0262  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ0262
 BJ0262  VERT ORDER  -  FIRST     CLASS I
 BJ0262
 BJ0262.The horizontal coordinates were scaled from a topographic map and have
 BJ0262.an estimated accuracy of +/- 6 seconds.
 BJ0262
 BJ0262.The orthometric height was determined by differential leveling
 BJ0262.and adjusted by the National Geodetic Survey in February 1994..
 BJ0262
 BJ0262.The geoid height was determined by GEOID03.
 BJ0262
 BJ0262.The dynamic height is computed by dividing the NAVD 88
 BJ0262.geopotential number by the normal gravity value computed on the
 BJ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0262.degrees latitude (g = 980.6199 gals.).
 BJ0262
 BJ0262.The modeled gravity was interpolated from observed gravity values.
 BJ0262
 BJ0262;                    North         East    Units  Estimated Accuracy
 BJ0262;SPC LA S     -   225,490.      970,570.      MT  (+/- 180 meters Scaled)
 BJ0262
 BJ0262                          SUPERSEDED SURVEY CONTROL
 BJ0262
 BJ0262  NGVD 29 (??/??/??)    5.428  (m)           17.81   (f) ADJUSTED    1 1
 BJ0262
 BJ0262.Superseded values are not recommended for survey control.
 BJ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0262.See file dsdata.txt to determine how the superseded data were derived.
 BJ0262
 BJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP304787(NAD 83)
 BJ0262_MARKER: DB = BENCH MARK DISK
 BJ0262_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0262+WITH SETTING: INTO GROUND
 BJ0262_SP_SET: METAL ROD WITH BASE PLATE
 BJ0262_STAMPING: U 291 1976
 BJ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0262+STABILITY: SURFACE MOTION
 BJ0262
 BJ0262  HISTORY     - Date     Condition        Report By
 BJ0262  HISTORY     - 1976     MONUMENTED       NGS
 BJ0262
 BJ0262                          STATION DESCRIPTION
 BJ0262
 BJ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0262'3.0 MI SOUTH FROM LOTTIE.
 BJ0262'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0262'HIGHWAY 81, THENCE 2.0 MILES SOUTHEAST ALONG A LEVEE ROAD, 147 FT
 BJ0262'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.0 FT SOUTHEAST OF A
 BJ0262'WITNESS POST. THE DISK IS 0.8 FT BELOW THE LEVEL OF THE GROUND,
 BJ0262'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0304 ***********************************************************************
 BJ0304  DESIGNATION -  U 292
 BJ0304  PID         -  BJ0304
 BJ0304  STATE/COUNTY-  LA/IBERVILLE
 BJ0304  USGS QUAD   -  GRAND RIVER (1992)
 BJ0304
 BJ0304                         *CURRENT SURVEY CONTROL
 BJ0304  ___________________________________________________________________
 BJ0304* NAD 83(1986)-  30 11 17.     (N)    091 23 28.     (W)     SCALED    
 BJ0304* NAVD 88     -         2.891  (meters)       9.48   (feet)  ADJUSTED  
 BJ0304  ___________________________________________________________________
 BJ0304  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0304  DYNAMIC HT  -           2.887 (meters)       9.47  (feet)  COMP
 BJ0304  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 BJ0304
 BJ0304  VERT ORDER  -  FIRST     CLASS I
 BJ0304
 BJ0304.The horizontal coordinates were scaled from a topographic map and have
 BJ0304.an estimated accuracy of +/- 6 seconds.
 BJ0304
 BJ0304.The orthometric height was determined by differential leveling
 BJ0304.and adjusted by the National Geodetic Survey in February 1994..
 BJ0304
 BJ0304.The geoid height was determined by GEOID03.
 BJ0304
 BJ0304.The dynamic height is computed by dividing the NAVD 88
 BJ0304.geopotential number by the normal gravity value computed on the
 BJ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0304.degrees latitude (g = 980.6199 gals.).
 BJ0304
 BJ0304.The modeled gravity was interpolated from observed gravity values.
 BJ0304
 BJ0304;                    North         East    Units  Estimated Accuracy
 BJ0304;SPC LA S     -   187,110.      994,440.      MT  (+/- 180 meters Scaled)
 BJ0304
 BJ0304                          SUPERSEDED SURVEY CONTROL
 BJ0304
 BJ0304  NGVD 29 (??/??/??)    2.922  (m)            9.59   (f) ADJUSTED    1 1
 BJ0304
 BJ0304.Superseded values are not recommended for survey control.
 BJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0304.See file dsdata.txt to determine how the superseded data were derived.
 BJ0304
 BJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP548407(NAD 83)
 BJ0304_MARKER: DB = BENCH MARK DISK
 BJ0304_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0304_SP_SET: COPPER-CLAD STEEL ROD
 BJ0304_STAMPING: U 292 1976
 BJ0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0304
 BJ0304  HISTORY     - Date     Condition        Report By
 BJ0304  HISTORY     - 1976     MONUMENTED       NGS
 BJ0304
 BJ0304                          STATION DESCRIPTION
 BJ0304
 BJ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0304'4.4 MI NW FROM BAYOU SORREL.
 BJ0304'4.4 MILES NORTHWEST ALONG AN ASPHALT AND A GRAVELED ROAD ALONG THE
 BJ0304'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0304'39.5 FT NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.0 FT NORTHWEST OF
 BJ0304'A WITNESS POST. THE DISK IS 0.5 FT BELOW THE LEVEL OF THE GROUND,
 BJ0304'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0918 ***********************************************************************
 BJ0918  DESIGNATION -  U 294
 BJ0918  PID         -  BJ0918
 BJ0918  STATE/COUNTY-  LA/LIVINGSTON
 BJ0918  USGS QUAD   -  ALBANY (1974)
 BJ0918
 BJ0918                         *CURRENT SURVEY CONTROL
 BJ0918  ___________________________________________________________________
 BJ0918* NAD 83(1986)-  30 30 16.     (N)    090 34 26.     (W)     SCALED    
 BJ0918* NAVD 88     -        11.242  (meters)      36.88   (feet)  ADJUSTED  
 BJ0918  ___________________________________________________________________
 BJ0918  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0918  DYNAMIC HT  -          11.227 (meters)      36.83  (feet)  COMP
 BJ0918  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ0918
 BJ0918  VERT ORDER  -  FIRST     CLASS I
 BJ0918
 BJ0918.The horizontal coordinates were scaled from a topographic map and have
 BJ0918.an estimated accuracy of +/- 6 seconds.
 BJ0918
 BJ0918.The orthometric height was determined by differential leveling
 BJ0918.and adjusted by the National Geodetic Survey in February 1994..
 BJ0918
 BJ0918.The geoid height was determined by GEOID03.
 BJ0918
 BJ0918.The dynamic height is computed by dividing the NAVD 88
 BJ0918.geopotential number by the normal gravity value computed on the
 BJ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0918.degrees latitude (g = 980.6199 gals.).
 BJ0918
 BJ0918.The modeled gravity was interpolated from observed gravity values.
 BJ0918
 BJ0918;                    North         East    Units  Estimated Accuracy
 BJ0918;SPC LA S     -   222,430.    1,072,900.      MT  (+/- 180 meters Scaled)
 BJ0918
 BJ0918                          SUPERSEDED SURVEY CONTROL
 BJ0918
 BJ0918  NAVD 88 (06/15/91)   11.281  (m)           37.01   (f) UNKNOWN     1 1
 BJ0918  NGVD 29 (??/??/??)   11.258  (m)           36.94   (f) ADJUSTED    1 1
 BJ0918
 BJ0918.Superseded values are not recommended for survey control.
 BJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0918.See file dsdata.txt to determine how the superseded data were derived.
 BJ0918
 BJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP328771(NAD 83)
 BJ0918_MARKER: DB = BENCH MARK DISK
 BJ0918_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0918_SP_SET: COPPER-CLAD STEEL ROD
 BJ0918_STAMPING: U 294 1976
 BJ0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0918
 BJ0918  HISTORY     - Date     Condition        Report By
 BJ0918  HISTORY     - 1976     MONUMENTED       NGS
 BJ0918  HISTORY     - 1979     GOOD             LADTD
 BJ0918
 BJ0918                          STATION DESCRIPTION
 BJ0918
 BJ0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0918'0.5 MI EAST FROM ALBANY.
 BJ0918'0.5 MILE EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0918'HIGHWAY 43, 0.1 MILE EAST OF THE EAST END OF A CONCRETE BRIDGE OVER
 BJ0918'THE LITTLE NATALBANY RIVER, 50.5 FT. NORTH OF THE CENTER LINE OF THE
 BJ0918'HIGHWAY, 93 FT. WEST OF THE CENTER LINE OF A GRAVELED DRIVEWAY
 BJ0918'LEADING NORTH, 6 FT. WEST OF THE EXTENDED CENTER LINE OF A DRIVEWAY
 BJ0918'LEADING SOUTH, 2.3 FT. EAST OF A T JUNCTION POWER LINE POLE NUMBER
 BJ0918'50-7 (THIRD POWER LINE POLE EAST OF THE EAST END OF THE BRIDGE), THE
 BJ0918'DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS
 BJ0918'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0918
 BJ0918                          STATION RECOVERY (1979)
 BJ0918
 BJ0918'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0782 ***********************************************************************
 BJ0782  DESIGNATION -  U 295
 BJ0782  PID         -  BJ0782
 BJ0782  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0782  USGS QUAD   -  LOBDELL (1992)
 BJ0782
 BJ0782                         *CURRENT SURVEY CONTROL
 BJ0782  ___________________________________________________________________
 BJ0782* NAD 83(1986)-  30 26 37.     (N)    091 20 50.     (W)     SCALED    
 BJ0782* NAVD 88     -         5.455  (meters)      17.90   (feet)  ADJUSTED  
 BJ0782  ___________________________________________________________________
 BJ0782  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ0782  DYNAMIC HT  -           5.448 (meters)      17.87  (feet)  COMP
 BJ0782  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BJ0782
 BJ0782  VERT ORDER  -  FIRST     CLASS I
 BJ0782
 BJ0782.The horizontal coordinates were scaled from a topographic map and have
 BJ0782.an estimated accuracy of +/- 6 seconds.
 BJ0782
 BJ0782.The orthometric height was determined by differential leveling
 BJ0782.and adjusted by the National Geodetic Survey in February 1994..
 BJ0782
 BJ0782.The geoid height was determined by GEOID03.
 BJ0782
 BJ0782.The dynamic height is computed by dividing the NAVD 88
 BJ0782.geopotential number by the normal gravity value computed on the
 BJ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0782.degrees latitude (g = 980.6199 gals.).
 BJ0782
 BJ0782.The modeled gravity was interpolated from observed gravity values.
 BJ0782
 BJ0782;                    North         East    Units  Estimated Accuracy
 BJ0782;SPC LA S     -   215,440.      998,670.      MT  (+/- 180 meters Scaled)
 BJ0782
 BJ0782                          SUPERSEDED SURVEY CONTROL
 BJ0782
 BJ0782  NGVD 29 (??/??/??)    5.455  (m)           17.90   (f) ADJUSTED    1 1
 BJ0782
 BJ0782.Superseded values are not recommended for survey control.
 BJ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0782.See file dsdata.txt to determine how the superseded data were derived.
 BJ0782
 BJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP587691(NAD 83)
 BJ0782_MARKER: DB = BENCH MARK DISK
 BJ0782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0782_SP_SET: BRIDGE
 BJ0782_STAMPING: U 295 1976
 BJ0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0782
 BJ0782  HISTORY     - Date     Condition        Report By
 BJ0782  HISTORY     - 1976     MONUMENTED       NGS
 BJ0782  HISTORY     - 20060607 MARK NOT FOUND   NGS
 BJ0782
 BJ0782                          STATION DESCRIPTION
 BJ0782
 BJ0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0782'6.3 MI NE FROM GROSSE TETE.
 BJ0782'0.2 MILE NORTH-NORTHEAST ALONG SIDNEY ROAD FROM ITS INTERSECTION
 BJ0782'WITH THE INTERSTATE HIGHWAY 10 WEST BOUND LANES, THENCE 5.6 MILES
 BJ0782'EAST-NORTHEAST ALONG AN OLD ABANDONED RAILROAD GRADE, SET IN THE NORTH
 BJ0782'END OF THE EAST ABUTMENT OF THE INTERSTATE HIGHWAY 10 WEST BOUND LANES
 BJ0782'BRIDGE OVER CHOCTAW BAYOU, 21 FT EAST OF THE CENTER LINE OF THE
 BJ0782'HIGHWAY, 21 FEET SOUTH OF THE NORTH END OF THE EAST ABUTMENT, 1.3
 BJ0782'FEET WEST OF THE INSIDE CONCRETE RAIL OF THE EAST SIDE OF THE BRIDGE
 BJ0782
 BJ0782                          STATION RECOVERY (2006)
 BJ0782
 BJ0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ0782'NOT RECOVERED. NEW ABUTMENTS HAVE BEEN DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0100 ***********************************************************************
 BK0100  DESIGNATION -  U 30
 BK0100  PID         -  BK0100
 BK0100  STATE/COUNTY-  LA/ST LANDRY
 BK0100  USGS QUAD   -  EUNICE NORTH (1983)
 BK0100
 BK0100                         *CURRENT SURVEY CONTROL
 BK0100  ___________________________________________________________________
 BK0100* NAD 83(1986)-  30 30 02.     (N)    092 27 42.     (W)     SCALED    
 BK0100* NAVD 88     -         8.72   (+/-2cm)      28.6    (feet)  VERTCON   
 BK0100  ___________________________________________________________________
 BK0100  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0100
 BK0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0100
 BK0100.The horizontal coordinates were scaled from a topographic map and have
 BK0100.an estimated accuracy of +/- 6 seconds.
 BK0100
 BK0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0100.The vertical order pertains to the NGVD 29 superseded value.
 BK0100
 BK0100.The geoid height was determined by GEOID03.
 BK0100
 BK0100;                    North         East    Units  Estimated Accuracy
 BK0100;SPC LA S     -   222,290.      891,690.      MT  (+/- 180 meters Scaled)
 BK0100
 BK0100                          SUPERSEDED SURVEY CONTROL
 BK0100
 BK0100  NGVD 29 (??/??/??)    8.682  (m)           28.48   (f) ADJUSTED    2 0
 BK0100
 BK0100.Superseded values are not recommended for survey control.
 BK0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0100.See file dsdata.txt to determine how the superseded data were derived.
 BK0100
 BK0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP516743(NAD 83)
 BK0100_MARKER: DB = BENCH MARK DISK
 BK0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0100_STAMPING: U30 1935
 BK0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0100+STABILITY: SURFACE MOTION
 BK0100
 BK0100  HISTORY     - Date     Condition        Report By
 BK0100  HISTORY     - 1935     MONUMENTED       CGS
 BK0100  HISTORY     - 1959     MARK NOT FOUND   USGS
 BK0100
 BK0100                          STATION DESCRIPTION
 BK0100
 BK0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0100'2.4 MI W FROM EUNICE.
 BK0100'2.4 MI W OF AND ALONG THE M P R R 35 FEET S OF TRACK CLOSE TO A FENCE
 BK0100'CORNER.  DIRECTLY S OF SE CORNER OF BRIDGE 567.9.  RAILWAY FILL AT
 BK0100'THIS POINT.
 BK0100
 BK0100                          STATION RECOVERY (1959)
 BK0100
 BK0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BK0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2294 ***********************************************************************
 BX2294  DESIGNATION -  U 301
 BX2294  PID         -  BX2294
 BX2294  STATE/COUNTY-  LA/NATCHITOCHES
 BX2294  USGS QUAD   -  COLFAX (1985)
 BX2294
 BX2294                         *CURRENT SURVEY CONTROL
 BX2294  ___________________________________________________________________
 BX2294* NAD 83(1986)-  31 30 53.     (N)    092 43 37.     (W)     SCALED    
 BX2294* NAVD 88     -        31.074  (meters)     101.95   (feet)  ADJUSTED  
 BX2294  ___________________________________________________________________
 BX2294  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2294  DYNAMIC HT  -          31.037 (meters)     101.83  (feet)  COMP
 BX2294  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 BX2294
 BX2294  VERT ORDER  -  FIRST     CLASS I
 BX2294
 BX2294.The horizontal coordinates were scaled from a topographic map and have
 BX2294.an estimated accuracy of +/- 6 seconds.
 BX2294
 BX2294.The orthometric height was determined by differential leveling
 BX2294.and adjusted by the National Geodetic Survey in February 1994..
 BX2294
 BX2294.The geoid height was determined by GEOID03.
 BX2294
 BX2294.The dynamic height is computed by dividing the NAVD 88
 BX2294.geopotential number by the normal gravity value computed on the
 BX2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2294.degrees latitude (g = 980.6199 gals.).
 BX2294
 BX2294.The modeled gravity was interpolated from observed gravity values.
 BX2294
 BX2294;                    North         East    Units  Estimated Accuracy
 BX2294;SPC LA N     -   112,530.      978,440.      MT  (+/- 180 meters Scaled)
 BX2294
 BX2294                          SUPERSEDED SURVEY CONTROL
 BX2294
 BX2294  NAVD 88 (06/15/91)   31.073  (m)          101.95   (f) UNKNOWN     1 1
 BX2294  NGVD 29 (??/??/??)   31.083  (m)          101.98   (f) ADJUSTED    1 1
 BX2294
 BX2294.Superseded values are not recommended for survey control.
 BX2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2294.See file dsdata.txt to determine how the superseded data were derived.
 BX2294
 BX2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ259866(NAD 83)
 BX2294_MARKER: DB = BENCH MARK DISK
 BX2294_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2294+WITH SETTING: INTO GROUND
 BX2294_SP_SET: METAL ROD WITH BASE PLATE
 BX2294_STAMPING: U 301 1977
 BX2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2294+STABILITY: SURFACE MOTION
 BX2294
 BX2294  HISTORY     - Date     Condition        Report By
 BX2294  HISTORY     - 1977     MONUMENTED       NGS
 BX2294
 BX2294                          STATION DESCRIPTION
 BX2294
 BX2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2294'18.0 MI EAST FROM CLOUTIERVILLE.
 BX2294'7.85 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2294'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 10.15 MILES
 BX2294'SOUTHEAST ALONG THE LEVEE, 56 FEET EAST OF THE EXTENDED CENTER-
 BX2294'LINE OF THE LEVEE, 37 FEET SOUTH OF THE CENTERLINE OF STATE
 BX2294'HIGHWAY 490, AND 6 FEET SOUTHWEST OF POWER LINE POLE NO 227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0074 ***********************************************************************
 BW0074  DESIGNATION -  U 302
 BW0074  PID         -  BW0074
 BW0074  STATE/COUNTY-  LA/CATAHOULA
 BW0074  USGS QUAD   -  LARTO LAKE SOUTH (1982)
 BW0074
 BW0074                         *CURRENT SURVEY CONTROL
 BW0074  ___________________________________________________________________
 BW0074* NAD 83(1986)-  31 15 13.     (N)    091 59 34.     (W)     SCALED    
 BW0074* NAVD 88     -        17.610  (meters)      57.78   (feet)  ADJUSTED  
 BW0074  ___________________________________________________________________
 BW0074  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW0074  DYNAMIC HT  -          17.588 (meters)      57.70  (feet)  COMP
 BW0074  MODELED GRAV-     979,411.7   (mgal)                       NAVD 88
 BW0074
 BW0074  VERT ORDER  -  FIRST     CLASS I
 BW0074
 BW0074.The horizontal coordinates were scaled from a topographic map and have
 BW0074.an estimated accuracy of +/- 6 seconds.
 BW0074
 BW0074.The orthometric height was determined by differential leveling
 BW0074.and adjusted by the National Geodetic Survey in February 1994..
 BW0074
 BW0074.The geoid height was determined by GEOID03.
 BW0074
 BW0074.The dynamic height is computed by dividing the NAVD 88
 BW0074.geopotential number by the normal gravity value computed on the
 BW0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0074.degrees latitude (g = 980.6199 gals.).
 BW0074
 BW0074.The modeled gravity was interpolated from observed gravity values.
 BW0074
 BW0074;                    North         East    Units  Estimated Accuracy
 BW0074;SPC LA N     -    83,670.    1,048,310.      MT  (+/- 180 meters Scaled)
 BW0074
 BW0074                          SUPERSEDED SURVEY CONTROL
 BW0074
 BW0074  NAVD 88 (06/15/91)   17.619  (m)           57.80   (f) UNKNOWN     1 1
 BW0074  NGVD 29 (??/??/??)   17.573  (m)           57.65   (f) ADJUSTED    1 1
 BW0074
 BW0074.Superseded values are not recommended for survey control.
 BW0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0074.See file dsdata.txt to determine how the superseded data were derived.
 BW0074
 BW0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ959581(NAD 83)
 BW0074_MARKER: DB = BENCH MARK DISK
 BW0074_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0074_SP_SET: COPPER-CLAD STEEL ROD
 BW0074_STAMPING: U 302 1977
 BW0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0074
 BW0074  HISTORY     - Date     Condition        Report By
 BW0074  HISTORY     - 1977     MONUMENTED       NGS
 BW0074
 BW0074                          STATION DESCRIPTION
 BW0074
 BW0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW0074'15.5 MI NE FROM EFFIE.
 BW0074'15.5 MILES NORTHEAST ALONG STATE HIGHWAY 1196 AND A GRAVEL ROAD
 BW0074'FROM THE JUNCTION OF STATE HIGHWAYS 1196, 107 AND 115 AT EFFIE,
 BW0074'375 FEET NORTH OF THE CENTER OF THE ROAD, 41 FEET SOUTH OF AN IRON
 BW0074'PIPE FENCE CONNECTED TO A LARGE METAL BUILDING, 25 FEET EAST OF
 BW0074'THE APPROXIMATE CENTER OF A FARM ROAD AND 3 FEET WEST OF A POWER-
 BW0074'LINE POLE WITH A GUYED WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2313 ***********************************************************************
 BX2313  DESIGNATION -  U 303
 BX2313  PID         -  BX2313
 BX2313  STATE/COUNTY-  LA/NATCHITOCHES
 BX2313  USGS QUAD   -  MONTGOMERY (1993)
 BX2313
 BX2313                         *CURRENT SURVEY CONTROL
 BX2313  ___________________________________________________________________
 BX2313* NAD 83(1986)-  31 39 35.     (N)    092 54 25.     (W)     SCALED    
 BX2313* NAVD 88     -        30.917  (meters)     101.43   (feet)  ADJUSTED  
 BX2313  ___________________________________________________________________
 BX2313  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2313  DYNAMIC HT  -          30.880 (meters)     101.31  (feet)  COMP
 BX2313  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BX2313
 BX2313  VERT ORDER  -  FIRST     CLASS I
 BX2313
 BX2313.The horizontal coordinates were scaled from a topographic map and have
 BX2313.an estimated accuracy of +/- 6 seconds.
 BX2313
 BX2313.The orthometric height was determined by differential leveling
 BX2313.and adjusted by the National Geodetic Survey in February 1994..
 BX2313
 BX2313.The geoid height was determined by GEOID03.
 BX2313
 BX2313.The dynamic height is computed by dividing the NAVD 88
 BX2313.geopotential number by the normal gravity value computed on the
 BX2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2313.degrees latitude (g = 980.6199 gals.).
 BX2313
 BX2313.The modeled gravity was interpolated from observed gravity values.
 BX2313
 BX2313;                    North         East    Units  Estimated Accuracy
 BX2313;SPC LA N     -   128,660.      961,410.      MT  (+/- 180 meters Scaled)
 BX2313
 BX2313                          SUPERSEDED SURVEY CONTROL
 BX2313
 BX2313  NAVD 88 (06/15/91)   30.916  (m)          101.43   (f) UNKNOWN     1 1
 BX2313  NGVD 29 (??/??/??)   30.941  (m)          101.51   (f) ADJUSTED    1 1
 BX2313
 BX2313.Superseded values are not recommended for survey control.
 BX2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2313.See file dsdata.txt to determine how the superseded data were derived.
 BX2313
 BX2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR088027(NAD 83)
 BX2313_MARKER: DB = BENCH MARK DISK
 BX2313_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2313+WITH SETTING: INTO GROUND
 BX2313_SP_SET: METAL ROD WITH BASE PLATE
 BX2313_STAMPING: U 303 1977
 BX2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2313+STABILITY: SURFACE MOTION
 BX2313
 BX2313  HISTORY     - Date     Condition        Report By
 BX2313  HISTORY     - 1977     MONUMENTED       NGS
 BX2313
 BX2313                          STATION DESCRIPTION
 BX2313
 BX2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2313'15.2 MI NW FROM CLOUTIERVILLE.
 BX2313'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2313'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 7.4 MILES
 BX2313'NORTHWEST ALONG THE LEVEE, 83 FEET SOUTH OF THE CENTER OF THE LEVEE,
 BX2313'64 FEET SOUTH OF MILEPOST 20, AND 2 FEET NORTH OF A FENCE AT THE
 BX2313'TOE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2284 ***********************************************************************
 BX2284  DESIGNATION -  U 304
 BX2284  PID         -  BX2284
 BX2284  STATE/COUNTY-  LA/GRANT
 BX2284  USGS QUAD   -  BOYCE (1992)
 BX2284
 BX2284                         *CURRENT SURVEY CONTROL
 BX2284  ___________________________________________________________________
 BX2284* NAD 83(1986)-  31 27 48.     (N)    092 42 19.     (W)     SCALED    
 BX2284* NAVD 88     -        30.021  (meters)      98.49   (feet)  ADJUSTED  
 BX2284  ___________________________________________________________________
 BX2284  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX2284  DYNAMIC HT  -          29.985 (meters)      98.38  (feet)  COMP
 BX2284  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 BX2284
 BX2284  VERT ORDER  -  FIRST     CLASS I
 BX2284
 BX2284.The horizontal coordinates were scaled from a topographic map and have
 BX2284.an estimated accuracy of +/- 6 seconds.
 BX2284
 BX2284.The orthometric height was determined by differential leveling
 BX2284.and adjusted by the National Geodetic Survey in February 1994..
 BX2284
 BX2284.The geoid height was determined by GEOID03.
 BX2284
 BX2284.The dynamic height is computed by dividing the NAVD 88
 BX2284.geopotential number by the normal gravity value computed on the
 BX2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2284.degrees latitude (g = 980.6199 gals.).
 BX2284
 BX2284.The modeled gravity was interpolated from observed gravity values.
 BX2284
 BX2284;                    North         East    Units  Estimated Accuracy
 BX2284;SPC LA N     -   106,830.      980,490.      MT  (+/- 180 meters Scaled)
 BX2284
 BX2284                          SUPERSEDED SURVEY CONTROL
 BX2284
 BX2284  NAVD 88 (06/15/91)   30.021  (m)           98.49   (f) UNKNOWN     1 1
 BX2284  NGVD 29 (??/??/??)   30.026  (m)           98.51   (f) ADJUSTED    1 1
 BX2284
 BX2284.Superseded values are not recommended for survey control.
 BX2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2284.See file dsdata.txt to determine how the superseded data were derived.
 BX2284
 BX2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ279809(NAD 83)
 BX2284_MARKER: DB = BENCH MARK DISK
 BX2284_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2284+WITH SETTING: INTO GROUND
 BX2284_SP_SET: METAL ROD WITH BASE PLATE
 BX2284_STAMPING: U 304 1977
 BX2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2284+STABILITY: SURFACE MOTION
 BX2284
 BX2284  HISTORY     - Date     Condition        Report By
 BX2284  HISTORY     - 1977     MONUMENTED       NGS
 BX2284
 BX2284                          STATION DESCRIPTION
 BX2284
 BX2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2284'6.2 MI SW FROM COLFAX.
 BX2284'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 BX2284'COLFAX, THENCE 2.9 MILES SOUTHWEST ALONG A PAVED ROAD, AT A
 BX2284'POINT WHERE THE PAVED ROAD GOES TO THE TOP OF THE LEVEE, 40 FEET
 BX2284'EAST OF THE CENTER LINE OF THE LEVEE ROAD, 26 FEET WEST OF THE
 BX2284'CENTER LINE OF THE PAVED ROAD, 9 FEET WEST OF A POWER LINE
 BX2284'SUPPORT POLE, AND 6 FEET NORTH-NORTHWEST OF A GUY WIRE FOR THE
 BX2284'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2129 ***********************************************************************
 CQ2129  DESIGNATION -  U 305
 CQ2129  PID         -  CQ2129
 CQ2129  STATE/COUNTY-  LA/CADDO
 CQ2129  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2129
 CQ2129                         *CURRENT SURVEY CONTROL
 CQ2129  ___________________________________________________________________
 CQ2129* NAD 83(1986)-  32 32 57.     (N)    093 46 22.     (W)     SCALED    
 CQ2129* NAVD 88     -        53.275  (meters)     174.79   (feet)  ADJUSTED  
 CQ2129  ___________________________________________________________________
 CQ2129  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ2129  DYNAMIC HT  -          53.216 (meters)     174.59  (feet)  COMP
 CQ2129  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 CQ2129
 CQ2129  VERT ORDER  -  FIRST     CLASS I
 CQ2129
 CQ2129.The horizontal coordinates were scaled from a topographic map and have
 CQ2129.an estimated accuracy of +/- 6 seconds.
 CQ2129
 CQ2129.The orthometric height was determined by differential leveling
 CQ2129.and adjusted by the National Geodetic Survey in June 1991..
 CQ2129
 CQ2129.The geoid height was determined by GEOID03.
 CQ2129
 CQ2129.The dynamic height is computed by dividing the NAVD 88
 CQ2129.geopotential number by the normal gravity value computed on the
 CQ2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2129.degrees latitude (g = 980.6199 gals.).
 CQ2129
 CQ2129.The modeled gravity was interpolated from observed gravity values.
 CQ2129
 CQ2129;                    North         East    Units  Estimated Accuracy
 CQ2129;SPC LA N     -   227,910.      880,460.      MT  (+/- 180 meters Scaled)
 CQ2129
 CQ2129                          SUPERSEDED SURVEY CONTROL
 CQ2129
 CQ2129  NGVD 29 (??/??/??)   53.333  (m)          174.98   (f) ADJUSTED    1 1
 CQ2129
 CQ2129.Superseded values are not recommended for survey control.
 CQ2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2129.See file dsdata.txt to determine how the superseded data were derived.
 CQ2129
 CQ2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS274015(NAD 83)
 CQ2129_MARKER: DB = BENCH MARK DISK
 CQ2129_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2129_SP_SET: COPPER-CLAD STEEL ROD
 CQ2129_STAMPING: U 305 1977
 CQ2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2129
 CQ2129  HISTORY     - Date     Condition        Report By
 CQ2129  HISTORY     - 1977     MONUMENTED       NGS
 CQ2129  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ2129
 CQ2129                          STATION DESCRIPTION
 CQ2129
 CQ2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2129'1.6 MI NW FROM SHREVEPORT.
 CQ2129'1.6 MILES NORTHWEST ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT
 CQ2129'TERMINAL BUILDING, 274 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 CQ2129'OF THE DRIVE AND THE TEXAS AND PACIFIC RAILROAD, 105 FEET WEST OF
 CQ2129'CENTER OF THE LEVEE, 45 FEET WEST OF THE WEST RAIL, 5 FEET NORTH OF
 CQ2129'THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND THE LOUISIANA VALVE
 CQ2129'AND FITTING COMPANY YARD, 45 FEET NORTHWEST OF A POWERLINE POLE, AND
 CQ2129'2 FEET EAST OF THE FENCE.
 CQ2129
 CQ2129                          STATION RECOVERY (2000)
 CQ2129
 CQ2129'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ2129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2157 ***********************************************************************
 CQ2157  DESIGNATION -  U 306
 CQ2157  PID         -  CQ2157
 CQ2157  STATE/COUNTY-  LA/CADDO
 CQ2157  USGS QUAD   -  GILLIAM (1971)
 CQ2157
 CQ2157                         *CURRENT SURVEY CONTROL
 CQ2157  ___________________________________________________________________
 CQ2157* NAD 83(1986)-  32 45 08.     (N)    093 48 26.     (W)     SCALED    
 CQ2157* NAVD 88     -        58.006  (meters)     190.31   (feet)  ADJUSTED  
 CQ2157  ___________________________________________________________________
 CQ2157  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ2157  DYNAMIC HT  -          57.941 (meters)     190.09  (feet)  COMP
 CQ2157  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CQ2157
 CQ2157  VERT ORDER  -  FIRST     CLASS I
 CQ2157
 CQ2157.The horizontal coordinates were scaled from a topographic map and have
 CQ2157.an estimated accuracy of +/- 6 seconds.
 CQ2157
 CQ2157.The orthometric height was determined by differential leveling
 CQ2157.and adjusted by the National Geodetic Survey in June 1991..
 CQ2157
 CQ2157.The geoid height was determined by GEOID03.
 CQ2157
 CQ2157.The dynamic height is computed by dividing the NAVD 88
 CQ2157.geopotential number by the normal gravity value computed on the
 CQ2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2157.degrees latitude (g = 980.6199 gals.).
 CQ2157
 CQ2157.The modeled gravity was interpolated from observed gravity values.
 CQ2157
 CQ2157;                    North         East    Units  Estimated Accuracy
 CQ2157;SPC LA N     -   250,460.      877,500.      MT  (+/- 180 meters Scaled)
 CQ2157
 CQ2157                          SUPERSEDED SURVEY CONTROL
 CQ2157
 CQ2157  NGVD 29 (??/??/??)   58.064  (m)          190.50   (f) ADJUSTED    1 1
 CQ2157
 CQ2157.Superseded values are not recommended for survey control.
 CQ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2157.See file dsdata.txt to determine how the superseded data were derived.
 CQ2157
 CQ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS243241(NAD 83)
 CQ2157_MARKER: DB = BENCH MARK DISK
 CQ2157_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2157+WITH SETTING: INTO GROUND
 CQ2157_SP_SET: METAL ROD WITH BASE PLATE
 CQ2157_STAMPING: U 306 1977
 CQ2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2157+STABILITY: SURFACE MOTION
 CQ2157
 CQ2157  HISTORY     - Date     Condition        Report By
 CQ2157  HISTORY     - 1977     MONUMENTED       NGS
 CQ2157
 CQ2157                          STATION DESCRIPTION
 CQ2157
 CQ2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2157'5.2 MI NE FROM DIXIE.
 CQ2157'1.3 MILES NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2157'DIXIE, THENCE 0.3 MILE EAST ACROSS A PASTURE ON A TRACK ROAD, THENCE
 CQ2157'3.6 MILES NORTHEAST ALONG THE LEVEE, ALSO 0.6 MILE NORTH ALONG STATE
 CQ2157'HIGHWAY 3049 FROM THE POST OFFICE AT BELCHER, THENCE 2.7 MILES EAST
 CQ2157'ALONG BELCHER RIVER ROAD, THENCE 1.5 MILES SOUTHWEST ALONG THE LEVEE,
 CQ2157'40 FEET NORTHWEST OF THE CENTER LINE OF THE LEVEE, 8 FEET SOUTHWEST
 CQ2157'OF THE EXTENTION OF A BARBED WIRE FENCE CROSSING THE LEVEE, AND 2
 CQ2157'FEET SOUTHEAST OF A BARBED WIRE FENCE . THE WITNESS POST IS PAINTED
 CQ2157'ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2183 ***********************************************************************
 CQ2183  DESIGNATION -  U 307
 CQ2183  PID         -  CQ2183
 CQ2183  STATE/COUNTY-  LA/CADDO
 CQ2183  USGS QUAD   -  WARDVIEW (1971)
 CQ2183
 CQ2183                         *CURRENT SURVEY CONTROL
 CQ2183  ___________________________________________________________________
 CQ2183* NAD 83(1986)-  32 58 58.     (N)    093 49 56.     (W)     SCALED    
 CQ2183* NAVD 88     -        61.095  (meters)     200.44   (feet)  ADJUSTED  
 CQ2183  ___________________________________________________________________
 CQ2183  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CQ2183  DYNAMIC HT  -          61.028 (meters)     200.22  (feet)  COMP
 CQ2183  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 CQ2183
 CQ2183  VERT ORDER  -  FIRST     CLASS I
 CQ2183
 CQ2183.The horizontal coordinates were scaled from a topographic map and have
 CQ2183.an estimated accuracy of +/- 6 seconds.
 CQ2183
 CQ2183.The orthometric height was determined by differential leveling
 CQ2183.and adjusted by the National Geodetic Survey in June 1991..
 CQ2183
 CQ2183.The geoid height was determined by GEOID03.
 CQ2183
 CQ2183.The dynamic height is computed by dividing the NAVD 88
 CQ2183.geopotential number by the normal gravity value computed on the
 CQ2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2183.degrees latitude (g = 980.6199 gals.).
 CQ2183
 CQ2183.The modeled gravity was interpolated from observed gravity values.
 CQ2183
 CQ2183;                    North         East    Units  Estimated Accuracy
 CQ2183;SPC LA N     -   276,060.      875,470.      MT  (+/- 180 meters Scaled)
 CQ2183
 CQ2183                          SUPERSEDED SURVEY CONTROL
 CQ2183
 CQ2183  NGVD 29 (??/??/??)   61.133  (m)          200.57   (f) ADJUSTED    1 1
 CQ2183
 CQ2183.Superseded values are not recommended for survey control.
 CQ2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2183.See file dsdata.txt to determine how the superseded data were derived.
 CQ2183
 CQ2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS222496(NAD 83)
 CQ2183_MARKER: DB = BENCH MARK DISK
 CQ2183_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2183+WITH SETTING: INTO GROUND
 CQ2183_SP_SET: METAL ROD WITH BASE PLATE
 CQ2183_STAMPING: U 307 1977
 CQ2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2183+STABILITY: SURFACE MOTION
 CQ2183
 CQ2183  HISTORY     - Date     Condition        Report By
 CQ2183  HISTORY     - 1977     MONUMENTED       NGS
 CQ2183
 CQ2183                          STATION DESCRIPTION
 CQ2183
 CQ2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2183'14.5 MI NORTH FROM GILLIAM.
 CQ2183'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 CQ2183'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 0.9 MILE EAST
 CQ2183'ALONG DOMINICK ROAD NUMBER 1, THENCE 4.9 MILES NORTH ALONG THE LEVEE,
 CQ2183'67 FEET NORTHWEST OF THE CENTER OF THE LEVEE, JUST SOUTHWEST OF A
 CQ2183'SLOUGH, AND SURROUNDED BY 2 ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2425 ***********************************************************************
 CQ2425  DESIGNATION -  U 329
 CQ2425  PID         -  CQ2425
 CQ2425  STATE/COUNTY-  LA/BIENVILLE
 CQ2425  USGS QUAD   -  FRYEBURG (1986)
 CQ2425
 CQ2425                         *CURRENT SURVEY CONTROL
 CQ2425  ___________________________________________________________________
 CQ2425* NAD 83(1986)-  32 27 15.     (N)    093 11 09.     (W)     SCALED    
 CQ2425* NAVD 88     -        68.21   (+/-2cm)     223.8    (feet)  VERTCON   
 CQ2425  ___________________________________________________________________
 CQ2425  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2425
 CQ2425  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2425
 CQ2425.The horizontal coordinates were scaled from a topographic map and have
 CQ2425.an estimated accuracy of +/- 6 seconds.
 CQ2425
 CQ2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2425.The vertical order pertains to the NGVD 29 superseded value.
 CQ2425
 CQ2425.The geoid height was determined by GEOID03.
 CQ2425
 CQ2425;                    North         East    Units  Estimated Accuracy
 CQ2425;SPC LA N     -   216,880.      935,520.      MT  (+/- 180 meters Scaled)
 CQ2425
 CQ2425                          SUPERSEDED SURVEY CONTROL
 CQ2425
 CQ2425  NGVD 29 (??/??/??)   68.278  (m)          224.01   (f) ADJUSTED    1 1
 CQ2425
 CQ2425.Superseded values are not recommended for survey control.
 CQ2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2425.See file dsdata.txt to determine how the superseded data were derived.
 CQ2425
 CQ2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR825907(NAD 83)
 CQ2425_MARKER: DB = BENCH MARK DISK
 CQ2425_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2425_SP_SET: 35 FT 5/8 IN ROD
 CQ2425_STAMPING: U 329 1977
 CQ2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2425
 CQ2425  HISTORY     - Date     Condition        Report By
 CQ2425  HISTORY     - 1977     MONUMENTED       NGS
 CQ2425
 CQ2425                          STATION DESCRIPTION
 CQ2425
 CQ2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2425'9.2 MI SE FROM DUBBERLY.
 CQ2425'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2425'ERLY, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH-
 CQ2425'EAST OF A GUY WIRE, 17 FEET SUOUTHWEST OF A FENCE CORNER, 15 FEET WEST
 CQ2425'OF A GUY WIRE, 10 FT NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 CQ2425'LEADING WEST, AND 10 FEET EAST OF A JUNCTION POWERLINE POLE WITH A
 CQ2425'TRANSFORMER AND TWO GUY WIRES.
 CQ2425'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FT ENCASED
 CQ2425'IN A PIPE PROJECTING +1 INCH.
 CQ2425'1 FOOT BELOW HIGHWAY
 CQ2425'1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2460 ***********************************************************************
 CQ2460  DESIGNATION -  U 330
 CQ2460  PID         -  CQ2460
 CQ2460  STATE/COUNTY-  LA/BIENVILLE
 CQ2460  USGS QUAD   -  BIENVILLE (1986)
 CQ2460
 CQ2460                         *CURRENT SURVEY CONTROL
 CQ2460  ___________________________________________________________________
 CQ2460* NAD 83(1986)-  32 15 01.     (N)    092 55 05.     (W)     SCALED    
 CQ2460* NAVD 88     -        74.82   (+/-2cm)     245.5    (feet)  VERTCON   
 CQ2460  ___________________________________________________________________
 CQ2460  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2460
 CQ2460  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2460
 CQ2460.The horizontal coordinates were scaled from a topographic map and have
 CQ2460.an estimated accuracy of +/- 6 seconds.
 CQ2460
 CQ2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2460.The vertical order pertains to the NGVD 29 superseded value.
 CQ2460
 CQ2460.The geoid height was determined by GEOID03.
 CQ2460
 CQ2460;                    North         East    Units  Estimated Accuracy
 CQ2460;SPC LA N     -   194,140.      960,610.      MT  (+/- 180 meters Scaled)
 CQ2460
 CQ2460                          SUPERSEDED SURVEY CONTROL
 CQ2460
 CQ2460  NGVD 29 (??/??/??)   74.872  (m)          245.64   (f) ADJUSTED    1 1
 CQ2460
 CQ2460.Superseded values are not recommended for survey control.
 CQ2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2460.See file dsdata.txt to determine how the superseded data were derived.
 CQ2460
 CQ2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR077681(NAD 83)
 CQ2460_MARKER: DB = BENCH MARK DISK
 CQ2460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2460_SP_SET: 16 FEET
 CQ2460_STAMPING: U 330 1977
 CQ2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2460
 CQ2460  HISTORY     - Date     Condition        Report By
 CQ2460  HISTORY     - 1977     MONUMENTED       NGS
 CQ2460
 CQ2460                          STATION DESCRIPTION
 CQ2460
 CQ2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2460'3.1 MI NW FROM FRIENDSHIP.
 CQ2460'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 CQ2460'STATE HIGHWAY 501 AT FRIENDSHIP, THENCE 0.3 MILE NORTH ALONG A
 CQ2460'TRACK ROAD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD, 15 FEET
 CQ2460'SOUTH OF THE CENTER OF THE TRACK ROAD AND 1 FOOT EAST OF A WITNESS
 CQ2460'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1830 ***********************************************************************
 BW1830  DESIGNATION -  U 336
 BW1830  PID         -  BW1830
 BW1830  STATE/COUNTY-  LA/CONCORDIA
 BW1830  USGS QUAD   -  DEER PARK (1983)
 BW1830
 BW1830                         *CURRENT SURVEY CONTROL
 BW1830  ___________________________________________________________________
 BW1830* NAD 83(1986)-  31 24 53.     (N)    091 34 50.     (W)     SCALED    
 BW1830* NAVD 88     -        16.424  (meters)      53.88   (feet)  ADJUSTED  
 BW1830  ___________________________________________________________________
 BW1830  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BW1830  DYNAMIC HT  -          16.405 (meters)      53.82  (feet)  COMP
 BW1830  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 BW1830
 BW1830  VERT ORDER  -  FIRST     CLASS II
 BW1830
 BW1830.The horizontal coordinates were scaled from a topographic map and have
 BW1830.an estimated accuracy of +/- 6 seconds.
 BW1830
 BW1830.The orthometric height was determined by differential leveling
 BW1830.and adjusted by the National Geodetic Survey in February 1994..
 BW1830
 BW1830.The geoid height was determined by GEOID03.
 BW1830
 BW1830.The dynamic height is computed by dividing the NAVD 88
 BW1830.geopotential number by the normal gravity value computed on the
 BW1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1830.degrees latitude (g = 980.6199 gals.).
 BW1830
 BW1830.The modeled gravity was interpolated from observed gravity values.
 BW1830
 BW1830;                    North         East    Units  Estimated Accuracy
 BW1830;SPC LA N     -   101,790.    1,087,420.      MT  (+/- 180 meters Scaled)
 BW1830
 BW1830                          SUPERSEDED SURVEY CONTROL
 BW1830
 BW1830  NAVD 88 (06/15/91)   16.445  (m)           53.95   (f) UNKNOWN     1 2
 BW1830  NGVD 29 (??/??/??)   16.413  (m)           53.85   (f) ADJUSTED    1 2
 BW1830
 BW1830.Superseded values are not recommended for survey control.
 BW1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1830.See file dsdata.txt to determine how the superseded data were derived.
 BW1830
 BW1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ349764(NAD 83)
 BW1830_MARKER: DB = BENCH MARK DISK
 BW1830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1830_SP_SET: STAINLESS STEEL ROD
 BW1830_STAMPING: U 336 1979
 BW1830_PROJECTION: RECESSED 5 CENTIMETERS
 BW1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1830_ROD/PIPE-DEPTH: 9.14 meters
 BW1830
 BW1830  HISTORY     - Date     Condition        Report By
 BW1830  HISTORY     - 1979     MONUMENTED       NGS
 BW1830
 BW1830                          STATION DESCRIPTION
 BW1830
 BW1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1830'IN DEER PARK.
 BW1830'IN DEER PARK, 0.05 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 15
 BW1830'AND THE LOWER LEVEE ROAD IN DEER PARK, SET BETWEEN A POWER POLE AND
 BW1830'ITS GUY WIRE, A POWER LINE CROSSING OVER HIGHWAY 15 AND THE LEVEE, 0.0
 BW1830'MILE SOUTHWEST OF A DIRT ROAD LEADING NORTHWEST TO A FARM HOUSE,
 BW1830'135 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 15, 11.5 FEET WEST OF
 BW1830'A TELEPHONE CABLE JUNCTION BOX NUMBER P 15, 12 FEET SOUTHEAST OF THE
 BW1830'BASE OF THE POWER POLE GUY WIRE, 7.4 FEET NORTHWEST OF THE  POWER
 BW1830'POLE.
 BW1830'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BW1830'THE MARK IS 25 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1878 ***********************************************************************
 BW1878  DESIGNATION -  U 337
 BW1878  PID         -  BW1878
 BW1878  STATE/COUNTY-  LA/TENSAS
 BW1878  USGS QUAD   -  LAKE BRUIN (1994)
 BW1878
 BW1878                         *CURRENT SURVEY CONTROL
 BW1878  ___________________________________________________________________
 BW1878* NAD 83(1986)-  31 52 55.     (N)    091 16 46.     (W)     SCALED    
 BW1878* NAVD 88     -        19.327  (meters)      63.41   (feet)  ADJUSTED  
 BW1878  ___________________________________________________________________
 BW1878  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1878  DYNAMIC HT  -          19.304 (meters)      63.33  (feet)  COMP
 BW1878  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 BW1878
 BW1878  VERT ORDER  -  FIRST     CLASS II
 BW1878
 BW1878.The horizontal coordinates were scaled from a topographic map and have
 BW1878.an estimated accuracy of +/- 6 seconds.
 BW1878
 BW1878.The orthometric height was determined by differential leveling
 BW1878.and adjusted by the National Geodetic Survey in February 1994..
 BW1878
 BW1878.The geoid height was determined by GEOID03.
 BW1878
 BW1878.The dynamic height is computed by dividing the NAVD 88
 BW1878.geopotential number by the normal gravity value computed on the
 BW1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1878.degrees latitude (g = 980.6199 gals.).
 BW1878
 BW1878.The modeled gravity was interpolated from observed gravity values.
 BW1878
 BW1878;                    North         East    Units  Estimated Accuracy
 BW1878;SPC LA N     -   153,870.    1,115,470.      MT  (+/- 180 meters Scaled)
 BW1878
 BW1878                          SUPERSEDED SURVEY CONTROL
 BW1878
 BW1878  NAVD 88 (06/15/91)   19.338  (m)           63.44   (f) UNKNOWN     1 2
 BW1878  NGVD 29 (??/??/??)   19.339  (m)           63.45   (f) ADJUSTED    1 2
 BW1878
 BW1878.Superseded values are not recommended for survey control.
 BW1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1878.See file dsdata.txt to determine how the superseded data were derived.
 BW1878
 BW1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR627286(NAD 83)
 BW1878_MARKER: DB = BENCH MARK DISK
 BW1878_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1878_SP_SET: STAINLESS STEEL ROD
 BW1878_STAMPING: U 337 1979
 BW1878_PROJECTION: RECESSED 5 CENTIMETERS
 BW1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1878_ROD/PIPE-DEPTH: 6.10 meters
 BW1878
 BW1878  HISTORY     - Date     Condition        Report By
 BW1878  HISTORY     - 1979     MONUMENTED       NGS
 BW1878
 BW1878                          STATION DESCRIPTION
 BW1878
 BW1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1878'3.95 MI SW FROM ST JOSEPH.
 BW1878'3.95 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1878'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH TO THE MARK ON THE
 BW1878'RIGHT, SET AT THE BASE OF THE LEVEE ON THE EAST SIDE OF A CATTLE
 BW1878'GUARD, AT THE JUNCTION OF A GRAVEL ROAD PARALLELING THE LEVEE AND
 BW1878'GRAVEL ROAD LEADING SOUTH CROSSING OVER THE LEVEE, 260 FEET NORTHWEST
 BW1878'OF LEVEE STATION MARKER 6200, 30 FEET SOUTH OF THE CENTER OF THE ROAD
 BW1878'PARALLELING THE LEVEE, 19 FEET EAST OF THE CENTER OF THE CATTLE
 BW1878'GUARD, 1 FOOT SOUTH OF THE WEST FENCE POST OF THE CATTLE GUARD.
 BW1878'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BW1878'THE MARK IS 30 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2311 ***********************************************************************
 CP2311  DESIGNATION -  U 338
 CP2311  PID         -  CP2311
 CP2311  STATE/COUNTY-  LA/MADISON
 CP2311  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2311
 CP2311                         *CURRENT SURVEY CONTROL
 CP2311  ___________________________________________________________________
 CP2311* NAD 83(1986)-  32 16 25.     (N)    090 59 25.     (W)     SCALED    
 CP2311* NAVD 88     -        33.992  (meters)     111.52   (feet)  ADJUSTED  
 CP2311  ___________________________________________________________________
 CP2311  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP2311  DYNAMIC HT  -          33.952 (meters)     111.39  (feet)  COMP
 CP2311  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CP2311
 CP2311  VERT ORDER  -  FIRST     CLASS II
 CP2311
 CP2311.The horizontal coordinates were scaled from a topographic map and have
 CP2311.an estimated accuracy of +/- 6 seconds.
 CP2311
 CP2311.The orthometric height was determined by differential leveling
 CP2311.and adjusted by the National Geodetic Survey in February 1994..
 CP2311
 CP2311.The geoid height was determined by GEOID03.
 CP2311
 CP2311.The dynamic height is computed by dividing the NAVD 88
 CP2311.geopotential number by the normal gravity value computed on the
 CP2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2311.degrees latitude (g = 980.6199 gals.).
 CP2311
 CP2311.The modeled gravity was interpolated from observed gravity values.
 CP2311
 CP2311;                    North         East    Units  Estimated Accuracy
 CP2311;SPC LA N     -   197,640.    1,142,220.      MT  (+/- 180 meters Scaled)
 CP2311
 CP2311                          SUPERSEDED SURVEY CONTROL
 CP2311
 CP2311  NAVD 88 (06/15/91)   33.993  (m)          111.53   (f) UNKNOWN     1 2
 CP2311  NGVD 29 (??/??/??)   34.023  (m)          111.62   (f) ADJUSTED    1 2
 CP2311
 CP2311.Superseded values are not recommended for survey control.
 CP2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2311.See file dsdata.txt to determine how the superseded data were derived.
 CP2311
 CP2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR892725(NAD 83)
 CP2311_MARKER: DB = BENCH MARK DISK
 CP2311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2311_SP_SET: STAINLESS STEEL ROD
 CP2311_STAMPING: U 338 1979
 CP2311_PROJECTION: RECESSED 5 CENTIMETERS
 CP2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2311_ROD/PIPE-DEPTH: 6.10 meters
 CP2311
 CP2311  HISTORY     - Date     Condition        Report By
 CP2311  HISTORY     - 1979     MONUMENTED       NGS
 CP2311
 CP2311                          STATION DESCRIPTION
 CP2311
 CP2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2311'5.4 MI SW FROM DELTA.
 CP2311'5.45 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2311'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, SET ON THE SOUTH SIDE
 CP2311'OF LEVEE STATION MARKER 3750, AT THE NORTH FORK OF A Y-JUNCTION WITH
 CP2311'A ROAD LEADING WEST INTO FARM FIELDS, 0.45 MILE SOUTH OF A CATTLE
 CP2311'GUARD IN THE LEVEE ROAD, 55 FEET NORTH OF THE NORTH FORK OF THE Y
 CP2311'JUNCTION, 20 FEET WEST OF THE CENTER OF THE LEVEE ROAD, AND 1.5 FEET
 CP2311'SOUTH OF THE LEVEE STATION MARKER 3750.
 CP2311'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CP2311'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3209 ***********************************************************************
 BJ3209  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ3209  CBN         -  This is a Cooperative Base Network Control Station.
 BJ3209  DESIGNATION -  U 362
 BJ3209  PID         -  BJ3209
 BJ3209  STATE/COUNTY-  LA/ST MARTIN
 BJ3209  USGS QUAD   -  CECILIA (1970)
 BJ3209
 BJ3209                         *CURRENT SURVEY CONTROL
 BJ3209  ___________________________________________________________________
 BJ3209* NAD 83(1992)-  30 18 07.53934(N)    091 50 52.80638(W)     ADJUSTED  
 BJ3209* NAVD 88     -         6.32 **(meters)      20.7  **(feet)  LEVELING(2004.65)
 BJ3209  **This station is located in a subsidence area (see below).
 BJ3209  **This station is included in the VTDP model (see below).
 BJ3209  ___________________________________________________________________
 BJ3209  EPOCH DATE  -        2004.65
 BJ3209  X           -    -177,732.880 (meters)                     COMP
 BJ3209  Y           -  -5,508,551.218 (meters)                     COMP
 BJ3209  Z           -   3,199,320.855 (meters)                     COMP
 BJ3209  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ3209  ELLIP HEIGHT-         -21.07  (meters)          (06/22/05) GPS OBS
 BJ3209  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3209  DYNAMIC HT  -           6.31  (meters)      20.7   (feet)  COMP
 BJ3209  MODELED GRAV-     979,318.0   (mgal)                       NAVD 88
 BJ3209
 BJ3209  HORZ ORDER  -  B
 BJ3209  VERT ORDER  -  THIRD
 BJ3209  ELLP ORDER  -  FOURTH    CLASS I
 BJ3209
 BJ3209.The horizontal coordinates were established by GPS observations
 BJ3209.and adjusted by the National Geodetic Survey in June 2005..
 BJ3209.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3209.The epoch date for horizontal control is a decimal equivalence
 BJ3209.of Year/Month/Day.
 BJ3209
 BJ3209 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3209 ** and geoid heights are valid at the date of observation. These heights
 BJ3209 ** must always be validated when used as control.
 BJ3209 ** The orthometric height was determined with a Vertical Time-dependent
 BJ3209 ** Positioning (VTDP) model and has been validated through GPS observations
 BJ3209 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BJ3209 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3209 ** epoch indicated which incorporates improved geoid heights for the
 BJ3209 ** Southern Louisiana Subsidence area
 BJ3209 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3209.The orthometric height was determined by differential leveling.
 BJ3209.The vertical network tie was performed by a horz. field party for horz.
 BJ3209.obs reductions. Reset procedures were used to establish the elevation.
 BJ3209
 BJ3209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3209
 BJ3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3209
 BJ3209.The ellipsoidal height was determined by GPS observations
 BJ3209.and is referenced to NAD 83.
 BJ3209
 BJ3209.The geoid height was determined by GEOID03.
 BJ3209
 BJ3209.The dynamic height is computed by dividing the NAVD 88
 BJ3209.geopotential number by the normal gravity value computed on the
 BJ3209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3209.degrees latitude (g = 980.6199 gals.).
 BJ3209
 BJ3209.The modeled gravity was interpolated from observed gravity values.
 BJ3209
 BJ3209;                    North         East     Units Scale Factor Converg.
 BJ3209;SPC LA S     -   199,863.909   950,495.813   MT  0.99993951   -0 15 26.4
 BJ3209;SPC LA S     -   655,720.17  3,118,418.35   sFT  0.99993951   -0 15 26.4
 BJ3209;UTM  15      - 3,352,822.545   610,773.190   MT  0.99975138   +0 34 52.7
 BJ3209
 BJ3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3209!SPC LA S     -   1.00000331  x   0.99993951  =   0.99994282
 BJ3209!UTM  15      -   1.00000331  x   0.99975138  =   0.99975469
 BJ3209
 BJ3209                          SUPERSEDED SURVEY CONTROL
 BJ3209
 BJ3209  ELLIP H (02/12/02)  -21.11   (m)                       GP(       ) 4 2
 BJ3209  NAD 83(1992)-  30 18 07.55868(N)    091 50 52.79831(W) AD(       ) 1
 BJ3209  NAD 83(1992)-  30 18 07.53927(N)    091 50 52.80594(W) AD(       ) B
 BJ3209  ELLIP H (09/10/92)  -21.03   (m)                       GP(       ) 4 1
 BJ3209  NAVD 88 (02/14/94)    6.380  (m)           20.93   (f) ADJUSTED    1 2
 BJ3209  NGVD 29 (??/??/??)    6.378  (m)           20.93   (f) ADJUSTED    1 2
 BJ3209
 BJ3209.Superseded values are not recommended for survey control.
 BJ3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3209.See file dsdata.txt to determine how the superseded data were derived.
 BJ3209
 BJ3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1077352823(NAD 83)
 BJ3209_MARKER: I = METAL ROD
 BJ3209_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3209_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3209_STAMPING: U 362 1982
 BJ3209_MARK LOGO: NGS   
 BJ3209_PROJECTION: FLUSH
 BJ3209_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3209+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BJ3209_ROD/PIPE-DEPTH: 19.5 meters
 BJ3209
 BJ3209  HISTORY     - Date     Condition        Report By
 BJ3209  HISTORY     - 1982     MONUMENTED       NGS
 BJ3209  HISTORY     - 19911022 GOOD             LADTD
 BJ3209  HISTORY     - 19920227 GOOD
 BJ3209  HISTORY     - 20010730 GOOD             NGS
 BJ3209  HISTORY     - 20030923 GOOD             LADTD
 BJ3209  HISTORY     - 20040601 GOOD             NGS
 BJ3209  HISTORY     - 20051017 GOOD             NGS
 BJ3209
 BJ3209                          STATION DESCRIPTION
 BJ3209
 BJ3209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BJ3209'6.1 KM (3.8 MI) NE FROM BREAUX BRIDGE.
 BJ3209'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BJ3209'0.55 KILOMETER (0.35 MILE) NORTHEAST ALONG BRIDGE STREET FROM THE
 BJ3209'INTERSECTION OF MAIN STREET IN BREAUX BRIDGE, THENCE 0.25 KILOMETER
 BJ3209'(0.15 MILE) SOUTHEAST ALONG POYDRAS STREET, THENCE 5.3 KILOMETERS (3.3
 BJ3209'MILES) NORTHEAST ALONG STATE HIGHWAY 347, TO A DEPARTMENT OF
 BJ3209'TRANSPORTATION MARKER AND THE MARK ON THE RIGHT. ALSO 4.2 KILOMETERS
 BJ3209'(2.6 MILES) WEST ALONG STATE HIGHWAY 352 FROM THE WEST END OF THE
 BJ3209'BRIDGE OVER BAYOU AMY IN HENDERSON, THENCE 2.0 KILOMETERS (1.25 MILES)
 BJ3209'SOUTHWEST ALONG STATE HIGHWAY 347. 0.25 KILOMETER (0.15 MILE)
 BJ3209'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 349, 19.51 METERS (64.0
 BJ3209'FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 21.43 METERS (70.3
 BJ3209'FEET) NORTHEAST OF UTILITY POLE 125, 0.52 METER (1.7 FEET) NORTHEAST
 BJ3209'OF THE MARKER, 0.34 METER (1.1 FEET) NORTHWEST OF THE FENCE LINE.
 BJ3209'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 BJ3209
 BJ3209                          STATION RECOVERY (1991)
 BJ3209
 BJ3209'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BJ3209'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTHEAST OF BREAUX
 BJ3209'BRIDGE, 3.3 MI (5.3 KM) WEST-SOUTHWEST OF HENDERSON AND 2.5 MI
 BJ3209'(4.0 KM) SOUTH OF CECILIA. OWNERSHIP--LOUISIANA DEPARTMENT OF
 BJ3209'TRANSPORTATION AND DEVELOPMENT.
 BJ3209'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BJ3209'STATE HIGHWAY 347, SOUTHEAST OF CECILIA, GO SOUTHWEST FOR 1.4 MI
 BJ3209'(2.3 KM) ON HIGHWAY 347 TO THE STATION SET ON THE LEFT.
 BJ3209'THE STATION IS 113.0 FT (34.4 M) NORTHEAST FROM THE EXTENDED CENTER OF
 BJ3209'BORDELON RD LEADING WEST AND THE CENTER OF A DRIVE LEADING EAST TO A
 BJ3209'HOUSE NUMBER 3245, 63.5 FT (19.4 M) SOUTHEAST FROM THE CENTER OF THE
 BJ3209'HIGHWAY, 35.5 FT (10.8 M) NORTHEAST FROM A GAS METER, 1.5 FT (0.5 M)
 BJ3209'NORTH-NORTHEAST FROM A RIGHT-OF-WAY MARKER, 1.5 FT (0.5 M)
 BJ3209'WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST, THE STATION IS RECESSED
 BJ3209'0.100 M (0.328 FT) AND ACCESS IS HAD THROUGH A LOGO CAP FLUSH WITH
 BJ3209'THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ3209
 BJ3209                          STATION RECOVERY (1992)
 BJ3209
 BJ3209'RECOVERED 1992
 BJ3209'RECOVERED IN GOOD CONDITION.
 BJ3209
 BJ3209                          STATION RECOVERY (2001)
 BJ3209
 BJ3209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BJ3209'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 BJ3209
 BJ3209                          STATION RECOVERY (2003)
 BJ3209
 BJ3209'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3209'RECOVERED IN GOOD CONDITION.
 BJ3209
 BJ3209                          STATION RECOVERY (2004)
 BJ3209
 BJ3209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BJ3209'RECOVERED AS DESCRIBED.
 BJ3209
 BJ3209                          STATION RECOVERY (2005)
 BJ3209
 BJ3209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BJ3209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2131 ***********************************************************************
 AU2131  DESIGNATION -  U 368
 AU2131  PID         -  AU2131
 AU2131  STATE/COUNTY-  LA/JEFFERSON
 AU2131  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2131
 AU2131                         *CURRENT SURVEY CONTROL
 AU2131  ___________________________________________________________________
 AU2131* NAD 83(1992)-  29 52 21.53915(N)    090 03 49.66494(W)     ADJUSTED  
 AU2131* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AU2131  **This station is located in a subsidence area (see below).
 AU2131  ___________________________________________________________________
 AU2131  X           -      -6,163.239 (meters)                     COMP
 AU2131  Y           -  -5,535,275.605 (meters)                     COMP
 AU2131  Z           -   3,158,127.350 (meters)                     COMP
 AU2131  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2131  ELLIP HEIGHT-         -25.93  (meters)          (09/30/02) GPS OBS
 AU2131  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AU2131  DYNAMIC HT  -           0.0   (meters)       0.    (feet)  COMP
 AU2131  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 AU2131  OBS GRAVITY -     979,307.7   (mgal)                       GRAV_OBS
 AU2131
 AU2131  HORZ ORDER  -  FIRST
 AU2131  VERT ORDER  -  THIRD (See Below)
 AU2131  ELLP ORDER  -  FOURTH    CLASS II
 AU2131
 AU2131.The horizontal coordinates were established by GPS observations
 AU2131.and adjusted by the National Geodetic Survey in January 1993..
 AU2131
 AU2131 ** The orthometric height has not been validated since last determined
 AU2131 ** by differential leveling and should not be used for control purposes.
 AU2131 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2131 ** area with valid NAVD 88 orthometric heights.
 AU2131 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2131 ** epoch indicated which incorporates improved geoid heights for the
 AU2131 ** Southern Louisiana Subsidence area.
 AU2131 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2131.The orthometric height was scaled from a topographic map.
 AU2131.The vertical order pertains to the first NAVD 88 superseded value.
 AU2131
 AU2131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2131
 AU2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2131
 AU2131.The ellipsoidal height was determined by GPS observations
 AU2131.and is referenced to NAD 83.
 AU2131
 AU2131.The geoid height was determined by GEOID03.
 AU2131
 AU2131.The dynamic height is computed by dividing the NAVD 88
 AU2131.geopotential number by the normal gravity value computed on the
 AU2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2131.degrees latitude (g = 980.6199 gals.).
 AU2131
 AU2131.The modeled gravity was interpolated from observed gravity values.
 AU2131.The observed gravity was obtained from relative gravimeter ties
 AU2131.to the IGSN71 gravity network.
 AU2131
 AU2131;                    North         East     Units Scale Factor Converg.
 AU2131;SPC LA S     -   152,829.865 1,122,637.739   MT  0.99992823   +0 38 05.2
 AU2131;SPC LA S     -   501,409.32  3,683,187.32   sFT  0.99992823   +0 38 05.2
 AU2131;UTM  15      - 3,308,295.611   783,613.976   MT  1.00059256   +1 27 48.3
 AU2131;UTM  16      - 3,308,617.468   204,055.850   MT  1.00068075   -1 31 37.6
 AU2131
 AU2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2131!SPC LA S     -   1.00000407  x   0.99992823  =   0.99993230
 AU2131!UTM  15      -   1.00000407  x   1.00059256  =   1.00059663
 AU2131!UTM  16      -   1.00000407  x   1.00068075  =   1.00068483
 AU2131
 AU2131                          SUPERSEDED SURVEY CONTROL
 AU2131
 AU2131  ELLIP H (01/21/93)  -25.92   (m)                       GP(       ) 4 2
 AU2131  NAD 83(1986)-  29 52 21.55569(N)    090 03 49.66680(W) AD(       ) 1
 AU2131  NAD 27      -  29 52 20.81352(N)    090 03 49.40694(W) AD(       ) 1
 AU2131  NAVD 88 (06/15/91)    0.059  (m)            0.19   (f) UNKNOWN     1 2
 AU2131  NGVD 29 (??/??/??)    0.095  (m)            0.31   (f) ADJUSTED    1 2
 AU2131
 AU2131.Superseded values are not recommended for survey control.
 AU2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2131.See file dsdata.txt to determine how the superseded data were derived.
 AU2131
 AU2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8361408296(NAD 83)
 AU2131_MARKER: DV = VERTICAL CONTROL DISK
 AU2131_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU2131_SP_SET: ABUTMENT
 AU2131_STAMPING: U 368 1984
 AU2131_MARK LOGO: NGS   
 AU2131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2131+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 AU2131
 AU2131  HISTORY     - Date     Condition        Report By
 AU2131  HISTORY     - 1984     MONUMENTED       NGS
 AU2131  HISTORY     - 1984     GOOD             LA-051
 AU2131  HISTORY     - 1987     GOOD             LADTD
 AU2131  HISTORY     - 19941129 GOOD             NGS
 AU2131  HISTORY     - 19960908 GOOD             USPSQD
 AU2131  HISTORY     - 20050506 GOOD             AERODA
 AU2131
 AU2131                          STATION DESCRIPTION
 AU2131
 AU2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2131'3.4 KM (2.15 MI) EAST FROM MARRERO.
 AU2131'3.4 KM (2.15 MI) EAST ALONG LA PALCO BOULEVARD FROM THE JUNCTION OF
 AU2131'STATE HIGHWAY 45 (BARATARIA BOULEVARD) IN MARRERO AT THE EAST END OF A
 AU2131'CONCRETE BRIDGE OVER MURPHY CANAL.  ALSO 4.3 KM (2.7 MI) WEST ALONG LA
 AU2131'PALCO BOULEVARD FROM THE JUNCTION OF STATE HIGHWAY 23 AND 428 IN
 AU2131'GRETNA, 8.83 METERS (29.0 FT) SOUTH OF THE CENTERLINE OF LA PALCO
 AU2131'BOULEVARD EASTBOUND, 0.94 METERS (3.1 FT) WEST OF THE EAST END OF THE
 AU2131'CURBING AND 0.85 METERS (2.8 FT) SOUTH OF THE NORTH FACE OF THE SOUTH
 AU2131'CURBING.
 AU2131'THE MARK IS 0.30 M ABOVE THE BOULEVARD.
 AU2131
 AU2131                          STATION RECOVERY (1984)
 AU2131
 AU2131'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2131'RECOVERED IN GOOD CONDITION.
 AU2131
 AU2131                          STATION RECOVERY (1987)
 AU2131
 AU2131'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU2131'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU2131'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AU2131'
 AU2131'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI)
 AU2131'SOUTHEAST OF MARRERO
 AU2131'4.2 KM (2.6 MI) SOUTH OF GRETNA
 AU2131'0.6 KM (0.4 MI) EAST OF THE HARVEY CANAL, IN THE LAPALCO BOULEVARD
 AU2131'BRIDGE OVER THE MURPHY CANAL.
 AU2131'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AU2131'
 AU2131'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 AU2131'AND STATE HIGHWAY 23 IN GRETNA, GO SOUTHWEST FOR
 AU2131'2.44 KM (1.5 MI) ON HIGHWAY 90 BUSINESS TO A T-ROAD AT THE HARVEY
 AU2131'CANAL.
 AU2131'TURN LEFT AND GO SOUTH FOR 3.14 KM (1.95 MI) ON STATE HIGHWAY 3017
 AU2131'TO A ROAD ON THE LEFT ON THE SOUTH SIDE OF THE LAPALCO BOULEVARD
 AU2131'BRIDGE OVER THE CANAL.
 AU2131'TURN LEFT AND GO EAST FOR 0.41 KM (0.25 MI) ON LAPALCO BOULEVARD TO
 AU2131'THE EAST END OF A SMALL BRIDGE AND THE STATION ON THE RIGHT SET IN
 AU2131'THE EAST END OF THE BRIDGE.
 AU2131'
 AU2131'THE STATION IS A STANDARD NGS DISK
 AU2131'STAMPED---U 368 1984---,
 AU2131'SET INTO A DRILL HOLW IN THE SOUTH CURB OF A BRIDGE.
 AU2131'0.9 METERS (3 FT) WEST FROM THE EAST END OF THE CURB,
 AU2131'0.5 METERS (1.6 FT) SOUTH FROM THE EDGE OF THE CURB AND
 AU2131'0.3 METERS (1 FT) NORTH FROM THE BANNISTER.
 AU2131
 AU2131                          STATION RECOVERY (1994)
 AU2131
 AU2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2131'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 45 (BARATARIA
 AU2131'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 3134 IN MARRERO, THENCE
 AU2131'3.4 KM (2.10 MI) EASTERLY ALONG LAPALCO BOULEVARD, IN TOP OF AND 0.7 M
 AU2131'(2.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 AU2131'BOULEVARD BRIDGE SPANNING MURPHY CANAL, 8.7 M (28.5 FT) SOUTH OF THE
 AU2131'CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 0.9 M (3.0 FT)
 AU2131'WEST OF THE EAST EDGE OF THE ABUTMENT, AND 0.3 M (1.0 FT) ABOVE THE
 AU2131'LEVEL OF THE BOULEVARD.
 AU2131
 AU2131                          STATION RECOVERY (1996)
 AU2131
 AU2131'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2131'RECOVERED IN GOOD CONDITION.
 AU2131
 AU2131                          STATION RECOVERY (2005)
 AU2131
 AU2131'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 AU2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1300 ***********************************************************************
 CQ1300  DESIGNATION -  U 37
 CQ1300  PID         -  CQ1300
 CQ1300  STATE/COUNTY-  LA/WEBSTER
 CQ1300  USGS QUAD   -  CULLEN (1981)
 CQ1300
 CQ1300                         *CURRENT SURVEY CONTROL
 CQ1300  ___________________________________________________________________
 CQ1300* NAD 83(1986)-  32 55 16.     (N)    093 24 39.     (W)     SCALED    
 CQ1300* NAVD 88     -        73.387  (meters)     240.77   (feet)  ADJUSTED  
 CQ1300  ___________________________________________________________________
 CQ1300  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1300  DYNAMIC HT  -          73.306 (meters)     240.50  (feet)  COMP
 CQ1300  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 CQ1300
 CQ1300  VERT ORDER  -  SECOND    CLASS 0
 CQ1300
 CQ1300.The horizontal coordinates were scaled from a topographic map and have
 CQ1300.an estimated accuracy of +/- 6 seconds.
 CQ1300
 CQ1300.The orthometric height was determined by differential leveling
 CQ1300.and adjusted by the National Geodetic Survey in June 1991..
 CQ1300
 CQ1300.The geoid height was determined by GEOID03.
 CQ1300
 CQ1300.The dynamic height is computed by dividing the NAVD 88
 CQ1300.geopotential number by the normal gravity value computed on the
 CQ1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1300.degrees latitude (g = 980.6199 gals.).
 CQ1300
 CQ1300.The modeled gravity was interpolated from observed gravity values.
 CQ1300
 CQ1300;                    North         East    Units  Estimated Accuracy
 CQ1300;SPC LA N     -   268,810.      914,800.      MT  (+/- 180 meters Scaled)
 CQ1300
 CQ1300                          SUPERSEDED SURVEY CONTROL
 CQ1300
 CQ1300  NGVD 29 (??/??/??)   73.453  (m)          240.99   (f) ADJUSTED    2 0
 CQ1300
 CQ1300.Superseded values are not recommended for survey control.
 CQ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1300.See file dsdata.txt to determine how the superseded data were derived.
 CQ1300
 CQ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS615426(NAD 83)
 CQ1300_MARKER: DB = BENCH MARK DISK
 CQ1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1300_STAMPING: U 37 1934
 CQ1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1300+STABILITY: SURFACE MOTION
 CQ1300
 CQ1300  HISTORY     - Date     Condition        Report By
 CQ1300  HISTORY     - 1934     MONUMENTED       CGS
 CQ1300  HISTORY     - 1955     MARK NOT FOUND   CGS
 CQ1300  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1300
 CQ1300                          STATION DESCRIPTION
 CQ1300
 CQ1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1300'3.0 MI E FROM SAREPTA.
 CQ1300'3.0 MILES EAST ALONG STATE HIGHWAY 70 FROM SAREPTA, WEBSTER PARISH,
 CQ1300'ABOUT 190 YARDS SOUTHWEST OF A FARMHOUSE, 30 FEET SOUTH OF THE
 CQ1300'HIGHWAY, 3 FEET EAST OF A FENCE CORNER, AND IN LINE WITH A ROW OF
 CQ1300'POWER POLES.  A STANDARD DISK, STAMPED U 37 1934 AND SET IN THE TOP OF
 CQ1300'A CONCRETE POST.  NOTE-- THE HIGHWAY WAS WIDENED AND IT IS PROBABLY
 CQ1300'DESTROYED.
 CQ1300
 CQ1300                          STATION RECOVERY (2002)
 CQ1300
 CQ1300'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3707 ***********************************************************************
 BJ3707  DESIGNATION -  U 378
 BJ3707  PID         -  BJ3707
 BJ3707  STATE/COUNTY-  LA/ST LANDRY
 BJ3707  USGS QUAD   -  PORT BARRE (1994)
 BJ3707
 BJ3707                         *CURRENT SURVEY CONTROL
 BJ3707  ___________________________________________________________________
 BJ3707* NAD 83(1986)-  30 32 52.     (N)    091 59 06.     (W)     SCALED    
 BJ3707* NAVD 88     -         8.809  (meters)      28.90   (feet)  ADJUSTED  
 BJ3707  ___________________________________________________________________
 BJ3707  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ3707  DYNAMIC HT  -           8.797 (meters)      28.86  (feet)  COMP
 BJ3707  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BJ3707
 BJ3707  VERT ORDER  -  FIRST     CLASS II
 BJ3707
 BJ3707.The horizontal coordinates were scaled from a topographic map and have
 BJ3707.an estimated accuracy of +/- 6 seconds.
 BJ3707
 BJ3707.The orthometric height was determined by differential leveling
 BJ3707.and adjusted by the National Geodetic Survey in February 1994..
 BJ3707
 BJ3707.The geoid height was determined by GEOID03.
 BJ3707
 BJ3707.The dynamic height is computed by dividing the NAVD 88
 BJ3707.geopotential number by the normal gravity value computed on the
 BJ3707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3707.degrees latitude (g = 980.6199 gals.).
 BJ3707
 BJ3707.The modeled gravity was interpolated from observed gravity values.
 BJ3707
 BJ3707;                    North         East    Units  Estimated Accuracy
 BJ3707;SPC LA S     -   227,170.      937,470.      MT  (+/- 180 meters Scaled)
 BJ3707
 BJ3707                          SUPERSEDED SURVEY CONTROL
 BJ3707
 BJ3707.No superseded survey control is available for this station.
 BJ3707
 BJ3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP973799(NAD 83)
 BJ3707_MARKER: DB = BENCH MARK DISK
 BJ3707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ3707_SP_SET: BRIDGE ABUTMENT
 BJ3707_STAMPING: U 378 1986
 BJ3707_MARK LOGO: NGS   
 BJ3707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3707
 BJ3707  HISTORY     - Date     Condition        Report By
 BJ3707  HISTORY     - 1986     MONUMENTED       NGS
 BJ3707
 BJ3707                          STATION DESCRIPTION
 BJ3707
 BJ3707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3707'4.2 KM (2.6 MI) WEST FROM PORT BARRE.
 BJ3707'4.25 KM (2.65 MI) WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ3707'STATE HIGHWAY 103 SOUTH IN PORT BARRE TO THE MARK ON THE RIGHT IN TOP
 BJ3707'OF THE NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER BAYOU LITTLE
 BJ3707'TECHE.  IT IS 5.91 METERS (19.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 BJ3707'WEST BOUND LANES OF THE HIGHWAY AND 1.00 METERS (3.3 FT) SOUTHEAST OF
 BJ3707'THE NORTHWEST END OF THE ABUTMENT.
 BJ3707'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1604 ***********************************************************************
 CQ1604  DESIGNATION -  U 38
 CQ1604  PID         -  CQ1604
 CQ1604  STATE/COUNTY-  LA/NATCHITOCHES
 CQ1604  USGS QUAD   -  CHESTNUT (1986)
 CQ1604
 CQ1604                         *CURRENT SURVEY CONTROL
 CQ1604  ___________________________________________________________________
 CQ1604* NAD 83(1986)-  32 03 22.     (N)    093 00 56.     (W)     SCALED    
 CQ1604* NAVD 88     -        79.57   (+/-2cm)     261.1    (feet)  VERTCON   
 CQ1604  ___________________________________________________________________
 CQ1604  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1604
 CQ1604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1604
 CQ1604.The horizontal coordinates were scaled from a topographic map and have
 CQ1604.an estimated accuracy of +/- 6 seconds.
 CQ1604
 CQ1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1604.The vertical order pertains to the NGVD 29 superseded value.
 CQ1604
 CQ1604.The geoid height was determined by GEOID03.
 CQ1604
 CQ1604;                    North         East    Units  Estimated Accuracy
 CQ1604;SPC LA N     -   172,650.      951,320.      MT  (+/- 180 meters Scaled)
 CQ1604
 CQ1604                          SUPERSEDED SURVEY CONTROL
 CQ1604
 CQ1604  NGVD 29 (??/??/??)   79.615  (m)          261.20   (f) ADJUSTED    2 0
 CQ1604
 CQ1604.Superseded values are not recommended for survey control.
 CQ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1604.See file dsdata.txt to determine how the superseded data were derived.
 CQ1604
 CQ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR985466(NAD 83)
 CQ1604_MARKER: DB = BENCH MARK DISK
 CQ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1604_STAMPING: U 38 1934
 CQ1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1604+STABILITY: SURFACE MOTION
 CQ1604
 CQ1604  HISTORY     - Date     Condition        Report By
 CQ1604  HISTORY     - 1934     MONUMENTED       CGS
 CQ1604  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ1604  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1604
 CQ1604                          STATION DESCRIPTION
 CQ1604
 CQ1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1604'IN CHESTNUT.
 CQ1604'AT CHESTNUT, NATCHITOCHES PARISH, ABOUT 124 FEET WEST OF THE LOUISIANA
 CQ1604'AND ARKANSAS RAILWAY STATION, ABOUT 55 YARDS NORTHEAST OF THE POST
 CQ1604'OFFICE, 35 FEET NORTH OF A ROAD, 64 FEET SOUTH OF THE TRACK, AND 16
 CQ1604'FEET WEST OF A 24-INCH OAK TREE.  A STANDARD DISK, STAMPED U 38 1934
 CQ1604'AND SET IN THE TOP OF A CONCRETE POST.
 CQ1604
 CQ1604                          STATION RECOVERY (1957)
 CQ1604
 CQ1604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ1604'MARK NOT FOUND.
 CQ1604
 CQ1604                          STATION RECOVERY (1982)
 CQ1604
 CQ1604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2470 ***********************************************************************
 BK2470  DESIGNATION -  U 380
 BK2470  PID         -  BK2470
 BK2470  STATE/COUNTY-  LA/BEAUREGARD
 BK2470  USGS QUAD   -  KERNAN (1986)
 BK2470
 BK2470                         *CURRENT SURVEY CONTROL
 BK2470  ___________________________________________________________________
 BK2470* NAD 83(1986)-  30 30 29.     (N)    093 15 41.     (W)     SCALED    
 BK2470* NAVD 88     -        20.240  (meters)      66.40   (feet)  ADJUSTED  
 BK2470  ___________________________________________________________________
 BK2470  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2470  DYNAMIC HT  -          20.214 (meters)      66.32  (feet)  COMP
 BK2470  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BK2470
 BK2470  VERT ORDER  -  FIRST     CLASS II
 BK2470
 BK2470.The horizontal coordinates were scaled from a topographic map and have
 BK2470.an estimated accuracy of +/- 6 seconds.
 BK2470
 BK2470.The orthometric height was determined by differential leveling
 BK2470.and adjusted by the National Geodetic Survey in February 1994..
 BK2470
 BK2470.The geoid height was determined by GEOID03.
 BK2470
 BK2470.The dynamic height is computed by dividing the NAVD 88
 BK2470.geopotential number by the normal gravity value computed on the
 BK2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2470.degrees latitude (g = 980.6199 gals.).
 BK2470
 BK2470.The modeled gravity was interpolated from observed gravity values.
 BK2470
 BK2470;                    North         East    Units  Estimated Accuracy
 BK2470;SPC LA S     -   224,140.      814,940.      MT  (+/- 180 meters Scaled)
 BK2470
 BK2470                          SUPERSEDED SURVEY CONTROL
 BK2470
 BK2470.No superseded survey control is available for this station.
 BK2470
 BK2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP749751(NAD 83)
 BK2470_MARKER: I = METAL ROD
 BK2470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2470_SP_SET: STAINLESS STEEL ROD
 BK2470_STAMPING: U 380 1986
 BK2470_MARK LOGO: NGS   
 BK2470_PROJECTION: FLUSH
 BK2470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2470_ROD/PIPE-DEPTH: 12.2 meters
 BK2470
 BK2470  HISTORY     - Date     Condition        Report By
 BK2470  HISTORY     - 1986     MONUMENTED       NGS
 BK2470  HISTORY     - 20041009 GOOD             USPSQD
 BK2470
 BK2470                          STATION DESCRIPTION
 BK2470
 BK2470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2470'2.8 KM (1.75 MI) SW FROM RAGLEY.
 BK2470'2.8 KM (1.75 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE U.S.
 BK2470'HIGHWAY 171 OCERPASS IN RAGLEY TO THE MARK ON THE RIGHT, ON THE SOUTH
 BK2470'SIDE OF A SIGN (KERNAN BAPTIST CHURCH) IN FRONT AND CENTER OF THE
 BK2470'CHURCH, 15.39 METERS (50.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BK2470'21.94 METERS (72.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 BK2470'CHURCH, 21.82 METERS (71.6 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 BK2470'OF THE CHURCH, 1.0 METER (3.3 FT) SOUTH OF THE SOUTH IRON POST FOR THE
 BK2470'SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BK2470'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2470
 BK2470                          STATION RECOVERY (2004)
 BK2470
 BK2470'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0947 ***********************************************************************
 CQ0947  DESIGNATION -  U 40
 CQ0947  PID         -  CQ0947
 CQ0947  STATE/COUNTY-  LA/NATCHITOCHES
 CQ0947  USGS QUAD   -  GOLDONNA (1986)
 CQ0947
 CQ0947                         *CURRENT SURVEY CONTROL
 CQ0947  ___________________________________________________________________
 CQ0947* NAD 83(1986)-  32 01 59.     (N)    092 59 58.     (W)     SCALED    
 CQ0947* NAVD 88     -        82.25   (+/-2cm)     269.8    (feet)  VERTCON   
 CQ0947  ___________________________________________________________________
 CQ0947  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ0947
 CQ0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0947
 CQ0947.The horizontal coordinates were scaled from a topographic map and have
 CQ0947.an estimated accuracy of +/- 6 seconds.
 CQ0947
 CQ0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0947.The vertical order pertains to the NGVD 29 superseded value.
 CQ0947
 CQ0947.The geoid height was determined by GEOID03.
 CQ0947
 CQ0947;                    North         East    Units  Estimated Accuracy
 CQ0947;SPC LA N     -   170,090.      952,830.      MT  (+/- 180 meters Scaled)
 CQ0947
 CQ0947                          SUPERSEDED SURVEY CONTROL
 CQ0947
 CQ0947  NGVD 29 (??/??/??)   82.297  (m)          270.00   (f) ADJUSTED    2 0
 CQ0947
 CQ0947.Superseded values are not recommended for survey control.
 CQ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0947.See file dsdata.txt to determine how the superseded data were derived.
 CQ0947
 CQ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR000441(NAD 83)
 CQ0947_MARKER: DB = BENCH MARK DISK
 CQ0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0947_STAMPING: U 40 1934
 CQ0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0947+STABILITY: SURFACE MOTION
 CQ0947
 CQ0947  HISTORY     - Date     Condition        Report By
 CQ0947  HISTORY     - 1934     MONUMENTED       CGS
 CQ0947  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0947
 CQ0947                          STATION DESCRIPTION
 CQ0947
 CQ0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0947'1.9 MI SE FROM CHESTNUT.
 CQ0947'ABOUT 1.9 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ0947'FROM THE STATION AT CHESTNUT, NATCHITOCHES PARISH, 23 FEET SOUTHEAST
 CQ0947'OF MILEPOST 124, 51 FEET SOUTH OF THE TRACK, MIDWAY BETWEEN TWO
 CQ0947'CURVES, AND 6 FEET NORTHEAST OF A 15-INCH PINE TREE.  A STANDARD DISK,
 CQ0947'STAMPED U 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ0947
 CQ0947                          STATION RECOVERY (1982)
 CQ0947
 CQ0947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0186 ***********************************************************************
 BX0186  DESIGNATION -  U 41
 BX0186  PID         -  BX0186
 BX0186  STATE/COUNTY-  LA/LA SALLE
 BX0186  USGS QUAD   -  LITTLE CREEK (1985)
 BX0186
 BX0186                         *CURRENT SURVEY CONTROL
 BX0186  ___________________________________________________________________
 BX0186* NAD 83(1986)-  31 44 37.     (N)    092 20 07.     (W)     SCALED    
 BX0186* NAVD 88     -        20.36   (+/-2cm)      66.8    (feet)  VERTCON   
 BX0186  ___________________________________________________________________
 BX0186  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0186
 BX0186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0186
 BX0186.The horizontal coordinates were scaled from a topographic map and have
 BX0186.an estimated accuracy of +/- 6 seconds.
 BX0186
 BX0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0186.The vertical order pertains to the NGVD 29 superseded value.
 BX0186
 BX0186.The geoid height was determined by GEOID03.
 BX0186
 BX0186;                    North         East    Units  Estimated Accuracy
 BX0186;SPC LA N     -   137,900.    1,015,610.      MT  (+/- 180 meters Scaled)
 BX0186
 BX0186                          SUPERSEDED SURVEY CONTROL
 BX0186
 BX0186  NGVD 29 (??/??/??)   20.367  (m)           66.82   (f) ADJUSTED    2 0
 BX0186
 BX0186.Superseded values are not recommended for survey control.
 BX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0186.See file dsdata.txt to determine how the superseded data were derived.
 BX0186
 BX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR629122(NAD 83)
 BX0186_MARKER: DB = BENCH MARK DISK
 BX0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0186_SP_SET: FOUNDATION
 BX0186_STAMPING: U 41 1735
 BX0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0186
 BX0186  HISTORY     - Date     Condition        Report By
 BX0186  HISTORY     - 1935     MONUMENTED       CGS
 BX0186  HISTORY     - 1950     GOOD             CGS
 BX0186
 BX0186                          STATION DESCRIPTION
 BX0186
 BX0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0186'3.4 MI SE FROM GEORGETOWN.
 BX0186'3.4 MI SE OF STATION ALONG THE L AND A R R DISK IS SET HORIZONTALLY IN
 BX0186'W END OF N FOUNDATION OF BRIDGE.  32 FEET N OF TRACK.  76 FEET S OF
 BX0186'GRAVEL HIGHWAY.  0.4 MILE W OF MILEPOST 173.
 BX0186
 BX0186                          STATION RECOVERY (1950)
 BX0186
 BX0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1544 ***********************************************************************
 BW1544  DESIGNATION -  U 42
 BW1544  PID         -  BW1544
 BW1544  STATE/COUNTY-  LA/CATAHOULA
 BW1544  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1544
 BW1544                         *CURRENT SURVEY CONTROL
 BW1544  ___________________________________________________________________
 BW1544* NAD 83(1986)-  31 38 49.     (N)    091 49 33.     (W)     SCALED    
 BW1544* NAVD 88     -        16.18   (+/-2cm)      53.1    (feet)  VERTCON   
 BW1544  ___________________________________________________________________
 BW1544  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW1544
 BW1544  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1544
 BW1544.The horizontal coordinates were scaled from a topographic map and have
 BW1544.an estimated accuracy of +/- 6 seconds.
 BW1544
 BW1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1544.The vertical order pertains to the NGVD 29 superseded value.
 BW1544
 BW1544.The geoid height was determined by GEOID03.
 BW1544
 BW1544;                    North         East    Units  Estimated Accuracy
 BW1544;SPC LA N     -   127,370.    1,063,940.      MT  (+/- 180 meters Scaled)
 BW1544
 BW1544                          SUPERSEDED SURVEY CONTROL
 BW1544
 BW1544  NGVD 29 (??/??/92)   16.181  (m)           53.09   (f) ADJ UNCH    1 2
 BW1544
 BW1544.Superseded values are not recommended for survey control.
 BW1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1544.See file dsdata.txt to determine how the superseded data were derived.
 BW1544
 BW1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR113019(NAD 83)
 BW1544_MARKER: DB = BENCH MARK DISK
 BW1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1544_STAMPING: U 42 1935
 BW1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1544+STABILITY: SURFACE MOTION
 BW1544
 BW1544  HISTORY     - Date     Condition        Report By
 BW1544  HISTORY     - 1935     MONUMENTED       CGS
 BW1544  HISTORY     - 1966     GOOD             NGS
 BW1544
 BW1544                          STATION DESCRIPTION
 BW1544
 BW1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1544'1.9 MI N FROM JONESVILLE.
 BW1544'ABOUT 0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE NORTHWEST END
 BW1544'OF THE BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE 1.3 MILES
 BW1544'NORTH ALONG STATE HIGHWAY 124, IN SECTION 26, T 8 N, R 6 E, ABOUT 0.25
 BW1544'MILE NORTHWEST OF A CURVE AT A Y-JUNCTION OF ROADS, 97 FEET NORTHEAST
 BW1544'OF THE CENTER LINE OF THE HIGHWAY, 90 FEET SOUTHEAST OF THE CENTER
 BW1544'LINE OF A FIELD ROAD, AT THE SOUTH CORNER OF A FIELD, 10 1/2 FEET
 BW1544'NORTHEAST OF A CORNER FENCE POST, 2 1/2 FEET SOUTH OF A FENCE, 1.4
 BW1544'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL
 BW1544'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BW1544'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1196 ***********************************************************************
 BK1196  DESIGNATION -  U 43
 BK1196  PID         -  BK1196
 BK1196  STATE/COUNTY-  LA/VERNON
 BK1196  USGS QUAD   -  STEEP GULLY (1972)
 BK1196
 BK1196                         *CURRENT SURVEY CONTROL
 BK1196  ___________________________________________________________________
 BK1196* NAD 83(1986)-  30 54 08.     (N)    092 51 58.     (W)     SCALED    
 BK1196* NAVD 88     -        47.37   (+/-2cm)     155.4    (feet)  VERTCON   
 BK1196  ___________________________________________________________________
 BK1196  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BK1196
 BK1196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1196
 BK1196.The horizontal coordinates were scaled from a topographic map and have
 BK1196.an estimated accuracy of +/- 6 seconds.
 BK1196
 BK1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1196.The vertical order pertains to the NGVD 29 superseded value.
 BK1196
 BK1196.The geoid height was determined by GEOID03.
 BK1196
 BK1196;                    North         East    Units  Estimated Accuracy
 BK1196;SPC LA N     -    44,660.      965,000.      MT  (+/- 180 meters Scaled)
 BK1196
 BK1196                          SUPERSEDED SURVEY CONTROL
 BK1196
 BK1196  NGVD 29 (??/??/??)   47.396  (m)          155.50   (f) ADJUSTED    2 0
 BK1196
 BK1196.Superseded values are not recommended for survey control.
 BK1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1196.See file dsdata.txt to determine how the superseded data were derived.
 BK1196
 BK1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ127187(NAD 83)
 BK1196_MARKER: DB = BENCH MARK DISK
 BK1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1196_STAMPING: U 43 1935
 BK1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1196+STABILITY: SURFACE MOTION
 BK1196
 BK1196  HISTORY     - Date     Condition        Report By
 BK1196  HISTORY     - 1935     MONUMENTED       CGS
 BK1196  HISTORY     - 1943     GOOD             CGS
 BK1196  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1196  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1196
 BK1196                          STATION DESCRIPTION
 BK1196
 BK1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1196'4.6 MI SE FROM PITKIN.
 BK1196'4.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1196'THE STATION AT PITKIN, VERNON PARISH, NEAR MILEPOST 67, AND 46 FEET
 BK1196'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED U 43
 BK1196'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK1196
 BK1196                          STATION RECOVERY (1994)
 BK1196
 BK1196'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1196'MARK NOT FOUND.
 BK1196
 BK1196                          STATION RECOVERY (2001)
 BK1196
 BK1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1196'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1914 ***********************************************************************
 BK1914  DESIGNATION -  U 44
 BK1914  PID         -  BK1914
 BK1914  STATE/COUNTY-  LA/BEAUREGARD
 BK1914  USGS QUAD   -  MERRYVILLE SOUTH (1982)
 BK1914
 BK1914                         *CURRENT SURVEY CONTROL
 BK1914  ___________________________________________________________________
 BK1914* NAD 83(1986)-  30 44 27.     (N)    093 37 03.     (W)     SCALED    
 BK1914* NAVD 88     -        24.29   (+/-2cm)      79.7    (feet)  VERTCON   
 BK1914  ___________________________________________________________________
 BK1914  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK1914
 BK1914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1914
 BK1914.The horizontal coordinates were scaled from a topographic map and have
 BK1914.an estimated accuracy of +/- 6 seconds.
 BK1914
 BK1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1914.The vertical order pertains to the NGVD 29 superseded value.
 BK1914
 BK1914.The geoid height was determined by GEOID03.
 BK1914
 BK1914;                    North         East    Units  Estimated Accuracy
 BK1914;SPC LA S     -   250,570.      781,280.      MT  (+/- 180 meters Scaled)
 BK1914
 BK1914                          SUPERSEDED SURVEY CONTROL
 BK1914
 BK1914  NGVD 29 (??/??/??)   24.330  (m)           79.82   (f) ADJUSTED    2 0
 BK1914
 BK1914.Superseded values are not recommended for survey control.
 BK1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1914.See file dsdata.txt to determine how the superseded data were derived.
 BK1914
 BK1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ408010(NAD 83)
 BK1914_MARKER: DB = BENCH MARK DISK
 BK1914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1914_SP_SET: ABUTMENT
 BK1914_STAMPING: U 44 1935
 BK1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1914+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2002
 BK1914
 BK1914  HISTORY     - Date     Condition        Report By
 BK1914  HISTORY     - 1935     MONUMENTED       CGS
 BK1914  HISTORY     - 20020406 GOOD             USPSQD
 BK1914
 BK1914                          STATION DESCRIPTION
 BK1914
 BK1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1914'4.6 MI SW FROM MERRYVILLE.
 BK1914'4.6 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1914'THE STATION AT MERRYVILLE, BEAUREGARD PARISH, AT CONCRETE BRIDGE 17 B
 BK1914'OVER THE SABINE RIVER, AND IN THE TOP OF THE SOUTH END OF THE EAST
 BK1914'ABUTMENT.  A STANDARD DISK, STAMPED U 44 1935.
 BK1914
 BK1914                          STATION RECOVERY (2002)
 BK1914
 BK1914'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1309 ***********************************************************************
 CQ1309  DESIGNATION -  U 47
 CQ1309  PID         -  CQ1309
 CQ1309  STATE/COUNTY-  LA/CLAIBORNE
 CQ1309  USGS QUAD   -  HAYNESVILLE EAST (1986)
 CQ1309
 CQ1309                         *CURRENT SURVEY CONTROL
 CQ1309  ___________________________________________________________________
 CQ1309* NAD 83(1986)-  32 58 05.     (N)    093 00 36.     (W)     SCALED    
 CQ1309* NAVD 88     -        87.109  (meters)     285.79   (feet)  ADJUSTED  
 CQ1309  ___________________________________________________________________
 CQ1309  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ1309  DYNAMIC HT  -          87.013 (meters)     285.48  (feet)  COMP
 CQ1309  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 CQ1309
 CQ1309  VERT ORDER  -  SECOND    CLASS 0
 CQ1309
 CQ1309.The horizontal coordinates were scaled from a topographic map and have
 CQ1309.an estimated accuracy of +/- 6 seconds.
 CQ1309
 CQ1309.The orthometric height was determined by differential leveling
 CQ1309.and adjusted by the National Geodetic Survey in June 1991..
 CQ1309
 CQ1309.The geoid height was determined by GEOID03.
 CQ1309
 CQ1309.The dynamic height is computed by dividing the NAVD 88
 CQ1309.geopotential number by the normal gravity value computed on the
 CQ1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1309.degrees latitude (g = 980.6199 gals.).
 CQ1309
 CQ1309.The modeled gravity was interpolated from observed gravity values.
 CQ1309
 CQ1309;                    North         East    Units  Estimated Accuracy
 CQ1309;SPC LA N     -   273,780.      952,320.      MT  (+/- 180 meters Scaled)
 CQ1309
 CQ1309                          SUPERSEDED SURVEY CONTROL
 CQ1309
 CQ1309  NGVD 29 (??/??/??)   87.187  (m)          286.05   (f) ADJUSTED    2 0
 CQ1309
 CQ1309.Superseded values are not recommended for survey control.
 CQ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1309.See file dsdata.txt to determine how the superseded data were derived.
 CQ1309
 CQ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS990477(NAD 83)
 CQ1309_MARKER: DB = BENCH MARK DISK
 CQ1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1309_STAMPING: U 47 1934
 CQ1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1309+STABILITY: SURFACE MOTION
 CQ1309
 CQ1309  HISTORY     - Date     Condition        Report By
 CQ1309  HISTORY     - 1934     MONUMENTED       CGS
 CQ1309  HISTORY     - 1951     MARK NOT FOUND   CGS
 CQ1309
 CQ1309                          STATION DESCRIPTION
 CQ1309
 CQ1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CQ1309'8.7 MI E FROM HAYNESVILLE.
 CQ1309'8.7 MILES EAST ALONG STATE HWY 70.  46 YARDS EAST OF A POINT WHERE A
 CQ1309'WAGON ROAD TURNS OFF TO THE EAST.  52 FEET NORTHEAST OF CENTER OF
 CQ1309'HIGHWAY.  9 FEET NORTH OF CENTER OF WAGON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0939 ***********************************************************************
 CQ0939  DESIGNATION -  U 48
 CQ0939  PID         -  CQ0939
 CQ0939  STATE/COUNTY-  LA/JACKSON
 CQ0939  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ0939
 CQ0939                         *CURRENT SURVEY CONTROL
 CQ0939  ___________________________________________________________________
 CQ0939* NAD 83(1986)-  32 12 44.     (N)    092 42 33.     (W)     SCALED    
 CQ0939* NAVD 88     -        72.61   (+/-2cm)     238.2    (feet)  VERTCON   
 CQ0939  ___________________________________________________________________
 CQ0939  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CQ0939
 CQ0939  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0939
 CQ0939.The horizontal coordinates were scaled from a topographic map and have
 CQ0939.an estimated accuracy of +/- 6 seconds.
 CQ0939
 CQ0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0939.The vertical order pertains to the NGVD 29 superseded value.
 CQ0939
 CQ0939.The geoid height was determined by GEOID03.
 CQ0939
 CQ0939;                    North         East    Units  Estimated Accuracy
 CQ0939;SPC LA N     -   189,860.      980,280.      MT  (+/- 180 meters Scaled)
 CQ0939
 CQ0939                          SUPERSEDED SURVEY CONTROL
 CQ0939
 CQ0939  NGVD 29 (??/??/??)   72.661  (m)          238.39   (f) ADJUSTED    2 0
 CQ0939
 CQ0939.Superseded values are not recommended for survey control.
 CQ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0939.See file dsdata.txt to determine how the superseded data were derived.
 CQ0939
 CQ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR274639(NAD 83)
 CQ0939_MARKER: DB = BENCH MARK DISK
 CQ0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0939_SP_SET: BRIDGE
 CQ0939_STAMPING: U 48 1934
 CQ0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0939
 CQ0939  HISTORY     - Date     Condition        Report By
 CQ0939  HISTORY     - 1934     MONUMENTED       CGS
 CQ0939  HISTORY     - 1935     GOOD             CGS
 CQ0939  HISTORY     - 1943     GOOD             CGS
 CQ0939  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0939
 CQ0939                          STATION DESCRIPTION
 CQ0939
 CQ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0939'2.1 MI S FROM JONESBORO.
 CQ0939'2.1 MILES SOUTH OF AND ALONG THE C.R.I. AND P. R.R. SET HORIZONTAL ON
 CQ0939'THE NORTH ABUTMENT OF A CONCRETE BRIDGE ON U.S. HIGHWAY 167.  110
 CQ0939'YARDS SOUTH OF MILE POLE 178/15.  60 FEET EAST OF CENTER OF TRACK. AND
 CQ0939'11 FEET WEST OF CENTER OF HIGHWAY.
 CQ0939
 CQ0939                          STATION RECOVERY (1943)
 CQ0939
 CQ0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CQ0939'RECOVERED IN GOOD CONDITION.
 CQ0939
 CQ0939                          STATION RECOVERY (1982)
 CQ0939
 CQ0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0545 ***********************************************************************
 CQ0545  DESIGNATION -  U 49
 CQ0545  PID         -  CQ0545
 CQ0545  STATE/COUNTY-  LA/JACKSON
 CQ0545  USGS QUAD   -  CHATHAM (1982)
 CQ0545
 CQ0545                         *CURRENT SURVEY CONTROL
 CQ0545  ___________________________________________________________________
 CQ0545* NAD 83(1986)-  32 17 32.     (N)    092 27 34.     (W)     SCALED    
 CQ0545* NAVD 88     -        73.40   (+/-2cm)     240.8    (feet)  VERTCON   
 CQ0545  ___________________________________________________________________
 CQ0545  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0545
 CQ0545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0545
 CQ0545.The horizontal coordinates were scaled from a topographic map and have
 CQ0545.an estimated accuracy of +/- 6 seconds.
 CQ0545
 CQ0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0545.The vertical order pertains to the NGVD 29 superseded value.
 CQ0545
 CQ0545.The geoid height was determined by GEOID03.
 CQ0545
 CQ0545;                    North         East    Units  Estimated Accuracy
 CQ0545;SPC LA N     -   198,720.    1,003,820.      MT  (+/- 180 meters Scaled)
 CQ0545
 CQ0545                          SUPERSEDED SURVEY CONTROL
 CQ0545
 CQ0545  NGVD 29 (??/??/??)   73.437  (m)          240.93   (f) ADJUSTED    2 0
 CQ0545
 CQ0545.Superseded values are not recommended for survey control.
 CQ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0545.See file dsdata.txt to determine how the superseded data were derived.
 CQ0545
 CQ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR508729(NAD 83)
 CQ0545_MARKER: DB = BENCH MARK DISK
 CQ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0545_STAMPING: U 49 1935
 CQ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0545+STABILITY: SURFACE MOTION
 CQ0545
 CQ0545  HISTORY     - Date     Condition        Report By
 CQ0545  HISTORY     - 1935     MONUMENTED       CGS
 CQ0545  HISTORY     - 1950     MARK NOT FOUND   CGS
 CQ0545
 CQ0545                          STATION DESCRIPTION
 CQ0545
 CQ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0545'1.2 MI S FROM CHATHAM.
 CQ0545'1.2 MILES SOUTHWEST ALONG THE TREMONT AND GULF RAILWAY FROM CHATHAM,
 CQ0545'JACKSON PARISH, 45 YARDS SOUTHEAST OF MILEPOST 18, AT A ROAD CROSSING,
 CQ0545'43 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 25 FEET EAST OF
 CQ0545'THE CENTERLINE OF THE TRACK.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1935 ***********************************************************************
 CP1935  DESIGNATION -  U 50 RESET 1970
 CP1935  PID         -  CP1935
 CP1935  STATE/COUNTY-  LA/FRANKLIN
 CP1935  USGS QUAD   -  WINNSBORO (1983)
 CP1935
 CP1935                         *CURRENT SURVEY CONTROL
 CP1935  ___________________________________________________________________
 CP1935* NAD 83(1986)-  32 12 34.     (N)    091 38 17.     (W)     SCALED    
 CP1935* NAVD 88     -        24.33   (+/-2cm)      79.8    (feet)  VERTCON   
 CP1935  ___________________________________________________________________
 CP1935  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP1935
 CP1935  VERT ORDER  -  THIRD (See Below)
 CP1935
 CP1935.The horizontal coordinates were scaled from a topographic map and have
 CP1935.an estimated accuracy of +/- 6 seconds.
 CP1935
 CP1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1935.The vertical order pertains to the NGVD 29 superseded value.
 CP1935
 CP1935.The geoid height was determined by GEOID03.
 CP1935
 CP1935;                    North         East    Units  Estimated Accuracy
 CP1935;SPC LA N     -   189,860.    1,081,260.      MT  (+/- 180 meters Scaled)
 CP1935
 CP1935                          SUPERSEDED SURVEY CONTROL
 CP1935
 CP1935  NGVD 29 (??/??/??)   24.35   (m)           79.9    (f) RESET       3  
 CP1935
 CP1935.Superseded values are not recommended for survey control.
 CP1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1935.See file dsdata.txt to determine how the superseded data were derived.
 CP1935
 CP1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR283644(NAD 83)
 CP1935_MARKER: DB = BENCH MARK DISK
 CP1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1935_STAMPING: U 50 1935 RESET 1970
 CP1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1935+STABILITY: SURFACE MOTION
 CP1935
 CP1935  HISTORY     - Date     Condition        Report By
 CP1935  HISTORY     - 1970     MONUMENTED       NGS
 CP1935  HISTORY     - 1991     GOOD             USPSQD
 CP1935
 CP1935                          STATION DESCRIPTION
 CP1935
 CP1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CP1935'3.65 MI SW FROM CROWVILLE.
 CP1935'LOCATED 0.4 MILES EAST ALONG MIAN STREET FROM THE COURTHOUSE IN
 CP1935'WINNSBORO THENCE 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 4, THENCE 4.65
 CP1935'MILES NORTHEAST ALONG STATE HIGHWAY 17, OR 3.65 MILES SOUTHWEST ALONG
 CP1935'STATE HIGHWAY 17 FROM THE POST OFFICE IN CROWVILLE, AT A JUNCTION WITH
 CP1935'A ROAD LEADING NORTH, IN THE SOUTHEAST CORNER OF A FRONT LAWN OF A
 CP1935'RESIDENCE, 100 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 17
 CP1935'AND THE ROAD LEADING NORTH, 43 WEST OF THE CENTER OF THE ROAD, 105
 CP1935'FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT NORTH OF A METAL
 CP1935'WITNESS POST.  IT IS A BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 CP1935'POST PROJECTING 2 INCHES.
 CP1935
 CP1935                          STATION RECOVERY (1991)
 CP1935
 CP1935'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CP1935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1106 ***********************************************************************
 CQ1106  DESIGNATION -  U 57
 CQ1106  PID         -  CQ1106
 CQ1106  STATE/COUNTY-  LA/LINCOLN
 CQ1106  USGS QUAD   -  RUSTON WEST (1994)
 CQ1106
 CQ1106                         *CURRENT SURVEY CONTROL
 CQ1106  ___________________________________________________________________
 CQ1106* NAD 83(1986)-  32 35 30.     (N)    092 39 26.     (W)     SCALED    
 CQ1106* NAVD 88     -        46.071  (meters)     151.15   (feet)  ADJUSTED  
 CQ1106  ___________________________________________________________________
 CQ1106  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1106  DYNAMIC HT  -          46.020 (meters)     150.98  (feet)  COMP
 CQ1106  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CQ1106
 CQ1106  VERT ORDER  -  SECOND    CLASS 0
 CQ1106
 CQ1106.The horizontal coordinates were scaled from a topographic map and have
 CQ1106.an estimated accuracy of +/- 6 seconds.
 CQ1106
 CQ1106.The orthometric height was determined by differential leveling
 CQ1106.and adjusted by the National Geodetic Survey in June 1991..
 CQ1106
 CQ1106.The geoid height was determined by GEOID03.
 CQ1106
 CQ1106.The dynamic height is computed by dividing the NAVD 88
 CQ1106.geopotential number by the normal gravity value computed on the
 CQ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1106.degrees latitude (g = 980.6199 gals.).
 CQ1106
 CQ1106.The modeled gravity was interpolated from observed gravity values.
 CQ1106
 CQ1106;                    North         East    Units  Estimated Accuracy
 CQ1106;SPC LA N     -   231,930.      985,240.      MT  (+/- 180 meters Scaled)
 CQ1106
 CQ1106                          SUPERSEDED SURVEY CONTROL
 CQ1106
 CQ1106  NGVD 29 (??/??/??)   46.151  (m)          151.41   (f) ADJUSTED    2 0
 CQ1106
 CQ1106.Superseded values are not recommended for survey control.
 CQ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1106.See file dsdata.txt to determine how the superseded data were derived.
 CQ1106
 CQ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS321060(NAD 83)
 CQ1106_MARKER: DB = BENCH MARK DISK
 CQ1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1106_STAMPING: U57 1934
 CQ1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1106+STABILITY: SURFACE MOTION
 CQ1106
 CQ1106  HISTORY     - Date     Condition        Report By
 CQ1106  HISTORY     - 1934     MONUMENTED       CGS
 CQ1106  HISTORY     - 1968     MARK NOT FOUND   LADH
 CQ1106
 CQ1106                          STATION DESCRIPTION
 CQ1106
 CQ1106'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ1106'4.5 MI N FROM RUSTON.
 CQ1106'4.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 CQ1106'FROM RUSTON, LINCOLN PARISH, 18 FEET NORTHWEST OF THE NORTHWEST CORNER
 CQ1106'OF THE STATION AT VIENNA, AND 53 FEET WEST OF THE CENTER LINE OF THE
 CQ1106'MAIN TRACK.  A STANDARD DISK, STAMPED U 57 1934 AND SET IN THE TOP OF
 CQ1106'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0018 ***********************************************************************
 BK0018  DESIGNATION -  U 59
 BK0018  PID         -  BK0018
 BK0018  STATE/COUNTY-  LA/EVANGELINE
 BK0018  USGS QUAD   -  ST LANDRY (1983)
 BK0018
 BK0018                         *CURRENT SURVEY CONTROL
 BK0018  ___________________________________________________________________
 BK0018* NAD 83(1986)-  30 50 39.     (N)    092 15 24.     (W)     SCALED    
 BK0018* NAVD 88     -        15.04   (+/-2cm)      49.3    (feet)  VERTCON   
 BK0018  ___________________________________________________________________
 BK0018  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK0018
 BK0018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0018
 BK0018.The horizontal coordinates were scaled from a topographic map and have
 BK0018.an estimated accuracy of +/- 6 seconds.
 BK0018
 BK0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0018.The vertical order pertains to the NGVD 29 superseded value.
 BK0018
 BK0018.The geoid height was determined by GEOID03.
 BK0018
 BK0018;                    North         East    Units  Estimated Accuracy
 BK0018;SPC LA S     -   260,200.      911,670.      MT  (+/- 180 meters Scaled)
 BK0018
 BK0018                          SUPERSEDED SURVEY CONTROL
 BK0018
 BK0018  NGVD 29 (??/??/??)   15.015  (m)           49.26   (f) ADJUSTED    2 0
 BK0018
 BK0018.Superseded values are not recommended for survey control.
 BK0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0018.See file dsdata.txt to determine how the superseded data were derived.
 BK0018
 BK0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ710125(NAD 83)
 BK0018_MARKER: DB = BENCH MARK DISK
 BK0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0018_STAMPING: U 59 1935
 BK0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0018+STABILITY: SURFACE MOTION
 BK0018
 BK0018  HISTORY     - Date     Condition        Report By
 BK0018  HISTORY     - 1935     MONUMENTED       CGS
 BK0018  HISTORY     - 1943     GOOD             CGS
 BK0018  HISTORY     - 1950     GOOD             DOD
 BK0018
 BK0018                          STATION DESCRIPTION
 BK0018
 BK0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK0018'IN SAINT LANDRY.
 BK0018'AT SAINT LANDRY, EVANGELINE PARISH, 23 FEET NORTHEAST OF THE NORTHEAST
 BK0018'CORNER OF THE TEXAS AND PACIFIC RAILWAY STATION, AND 22 FEET WEST OF
 BK0018'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED U 59 1935
 BK0018'AND SET IN THE TOP OF A CONCRETE POST.
 BK0018
 BK0018                          STATION RECOVERY (1950)
 BK0018
 BK0018'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1950
 BK0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1937 ***********************************************************************
 BX1937  DESIGNATION -  U 67
 BX1937  PID         -  BX1937
 BX1937  STATE/COUNTY-  LA/VERNON
 BX1937  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX1937
 BX1937                         *CURRENT SURVEY CONTROL
 BX1937  ___________________________________________________________________
 BX1937* NAD 83(1986)-  31 14 27.     (N)    093 04 28.     (W)     SCALED    
 BX1937* NAVD 88     -        84.70   (+/-2cm)     277.9    (feet)  VERTCON   
 BX1937  ___________________________________________________________________
 BX1937  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX1937
 BX1937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1937
 BX1937.The horizontal coordinates were scaled from a topographic map and have
 BX1937.an estimated accuracy of +/- 6 seconds.
 BX1937
 BX1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1937.The vertical order pertains to the NGVD 29 superseded value.
 BX1937
 BX1937.The geoid height was determined by GEOID03.
 BX1937
 BX1937;                    North         East    Units  Estimated Accuracy
 BX1937;SPC LA N     -    82,290.      945,280.      MT  (+/- 180 meters Scaled)
 BX1937
 BX1937                          SUPERSEDED SURVEY CONTROL
 BX1937
 BX1937  NGVD 29 (??/??/??)   84.755  (m)          278.07   (f) ADJUSTED    2 0
 BX1937
 BX1937.Superseded values are not recommended for survey control.
 BX1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1937.See file dsdata.txt to determine how the superseded data were derived.
 BX1937
 BX1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ929562(NAD 83)
 BX1937_MARKER: DB = BENCH MARK DISK
 BX1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1937_STAMPING: U 67 1935
 BX1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1937+STABILITY: SURFACE MOTION
 BX1937
 BX1937  HISTORY     - Date     Condition        Report By
 BX1937  HISTORY     - 1935     MONUMENTED       CGS
 BX1937  HISTORY     - 1968     GOOD             CGS
 BX1937  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1937  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1937
 BX1937                          STATION DESCRIPTION
 BX1937
 BX1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BX1937'4.3 MI SW FROM SIMPSON.
 BX1937'ABOUT 4.3 MILES SOUTHWEST ALONG LOUISIANA HIGHWAY 8 FROM THE HIGH
 BX1937'SCHOOL AT SIMPSON.  1.05 MILES SOUTHWEST OF BENCH MARK 58V13.  0.2
 BX1937'MILE SOUTHWEST OF A CRESOTE TIMBER BRIDGE UNDER LOUISIANA HIGHWAY 8.
 BX1937'36 FEET SOUTHEAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 8.  13 FEET
 BX1937'SOUTHWEST OF A BARB WIRE FENCE.  64 FEET EAST NORTHEAST OF A DIRT ROAD
 BX1937'LEADING SOUTH.  DISK IN THE TOP OF A CONCRETE POST PROJECTING 2
 BX1937'INCHES.  A STEEL WITNESS POST IS SET 1 FOOT SOUTH OF THE MARK.
 BX1937
 BX1937                          STATION RECOVERY (1994)
 BX1937
 BX1937'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1937'MARK NOT FOUND.
 BX1937
 BX1937                          STATION RECOVERY (2001)
 BX1937
 BX1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1937'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1802 ***********************************************************************
 BJ1802  DESIGNATION -  U 75
 BJ1802  PID         -  BJ1802
 BJ1802  STATE/COUNTY-  LA/ST HELENA
 BJ1802  USGS QUAD   -  ROSELAND (1981)
 BJ1802
 BJ1802                         *CURRENT SURVEY CONTROL
 BJ1802  ___________________________________________________________________
 BJ1802* NAD 83(1986)-  30 49 28.     (N)    090 35 29.     (W)     SCALED    
 BJ1802* NAVD 88     -        80.93   (+/-2cm)     265.5    (feet)  VERTCON   
 BJ1802  ___________________________________________________________________
 BJ1802  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1802
 BJ1802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1802
 BJ1802.The horizontal coordinates were scaled from a topographic map and have
 BJ1802.an estimated accuracy of +/- 6 seconds.
 BJ1802
 BJ1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1802.The vertical order pertains to the NGVD 29 superseded value.
 BJ1802
 BJ1802.The geoid height was determined by GEOID03.
 BJ1802
 BJ1802;                    North         East    Units  Estimated Accuracy
 BJ1802;SPC LA S     -   257,890.    1,070,990.      MT  (+/- 180 meters Scaled)
 BJ1802
 BJ1802                          SUPERSEDED SURVEY CONTROL
 BJ1802
 BJ1802  NGVD 29 (??/??/??)   80.944  (m)          265.56   (f) ADJUSTED    2 0
 BJ1802
 BJ1802.Superseded values are not recommended for survey control.
 BJ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1802.See file dsdata.txt to determine how the superseded data were derived.
 BJ1802
 BJ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ303126(NAD 83)
 BJ1802_MARKER: DB = BENCH MARK DISK
 BJ1802_SETTING: 0 = UNSPECIFIED SETTING
 BJ1802_STAMPING: U 75 1935
 BJ1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1802
 BJ1802  HISTORY     - Date     Condition        Report By
 BJ1802  HISTORY     - 1935     MONUMENTED       CGS
 BJ1802  HISTORY     - 1943     MARK NOT FOUND   LOCENG
 BJ1802
 BJ1802                          STATION DESCRIPTION
 BJ1802
 BJ1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BJ1802'4.8 MI W FROM FLUKER.
 BJ1802'36 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 35, 260 FEET SOUTH OF
 BJ1802'LARGE UNPAINTED FRAME FARM HOUSE, 12 FEET EAST OF SMALL BOARD GATE, 1
 BJ1802'FOOT NORTH OF FENCE LINE.
 BJ1802
 BJ1802                          STATION RECOVERY (1943)
 BJ1802
 BJ1802'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 BJ1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1247 ***********************************************************************
 BJ1247  DESIGNATION -  U 80
 BJ1247  PID         -  BJ1247
 BJ1247  STATE/COUNTY-  LA/WASHINGTON
 BJ1247  USGS QUAD   -  FRANKLINTON (1983)
 BJ1247
 BJ1247                         *CURRENT SURVEY CONTROL
 BJ1247  ___________________________________________________________________
 BJ1247* NAD 83(1986)-  30 49 20.     (N)    090 10 23.     (W)     SCALED    
 BJ1247* NAVD 88     -        46.93   (+/-2cm)     154.0    (feet)  VERTCON   
 BJ1247  ___________________________________________________________________
 BJ1247  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BJ1247
 BJ1247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1247
 BJ1247.The horizontal coordinates were scaled from a topographic map and have
 BJ1247.an estimated accuracy of +/- 6 seconds.
 BJ1247
 BJ1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1247.The vertical order pertains to the NGVD 29 superseded value.
 BJ1247
 BJ1247.The geoid height was determined by GEOID03.
 BJ1247
 BJ1247;                    North         East    Units  Estimated Accuracy
 BJ1247;SPC LA S     -   257,980.    1,111,020.      MT  (+/- 180 meters Scaled)
 BJ1247
 BJ1247                          SUPERSEDED SURVEY CONTROL
 BJ1247
 BJ1247  NGVD 29 (??/??/??)   47.021  (m)          154.27   (f) ADJUSTED    2 0
 BJ1247
 BJ1247.Superseded values are not recommended for survey control.
 BJ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1247.See file dsdata.txt to determine how the superseded data were derived.
 BJ1247
 BJ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ704133(NAD 83)
 BJ1247_MARKER: DB = BENCH MARK DISK
 BJ1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1247_STAMPING: 154 U 80 1935
 BJ1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1247+STABILITY: SURFACE MOTION
 BJ1247
 BJ1247  HISTORY     - Date     Condition        Report By
 BJ1247  HISTORY     - 1935     MONUMENTED       CGS
 BJ1247  HISTORY     - 1955     GOOD             CGS
 BJ1247  HISTORY     - 1965     GOOD             CGS
 BJ1247
 BJ1247                          STATION DESCRIPTION
 BJ1247
 BJ1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1247'2.4 MI S FROM FRANKLINTON.
 BJ1247'2.4 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 BJ1247'FRANKLINTON, WASHINGTON PARISH, 87 FEET SOUTH OF THE ALVIN BOWMAN
 BJ1247'HOUSE, AT THE JUNCTION OF STATE HIGHWAY 35, 58 FEET EAST OF THE CENTER
 BJ1247'OF THE JUNCTION, 22 FEET EAST OF A POWERPOLE WITH A TRANSFORMER, 8
 BJ1247'FEET WEST OF THE NORTH ONE OF TWO LARGE PINE TREES, 1 FOOT WEST OF A
 BJ1247'FENCE LINE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED 154 U
 BJ1247'80 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 BJ1247'ABOVE GROUND.
 BJ1247
 BJ1247                          STATION RECOVERY (1965)
 BJ1247
 BJ1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1248 ***********************************************************************
 BJ1248  DESIGNATION -  U 80 RESET 1965
 BJ1248  PID         -  BJ1248
 BJ1248  STATE/COUNTY-  LA/WASHINGTON
 BJ1248  USGS QUAD   -  FRANKLINTON (1983)
 BJ1248
 BJ1248                         *CURRENT SURVEY CONTROL
 BJ1248  ___________________________________________________________________
 BJ1248* NAD 83(1986)-  30 49 20.     (N)    090 10 23.     (W)     SCALED    
 BJ1248* NAVD 88     -        45.396  (meters)     148.94   (feet)  ADJUSTED  
 BJ1248  ___________________________________________________________________
 BJ1248  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BJ1248  DYNAMIC HT  -          45.336 (meters)     148.74  (feet)  COMP
 BJ1248  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ1248
 BJ1248  VERT ORDER  -  SECOND    CLASS I
 BJ1248
 BJ1248.The horizontal coordinates were scaled from a topographic map and have
 BJ1248.an estimated accuracy of +/- 6 seconds.
 BJ1248
 BJ1248.The orthometric height was determined by differential leveling
 BJ1248.and adjusted by the National Geodetic Survey in February 1994..
 BJ1248
 BJ1248.The geoid height was determined by GEOID03.
 BJ1248
 BJ1248.The dynamic height is computed by dividing the NAVD 88
 BJ1248.geopotential number by the normal gravity value computed on the
 BJ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1248.degrees latitude (g = 980.6199 gals.).
 BJ1248
 BJ1248.The modeled gravity was interpolated from observed gravity values.
 BJ1248
 BJ1248;                    North         East    Units  Estimated Accuracy
 BJ1248;SPC LA S     -   257,980.    1,111,020.      MT  (+/- 180 meters Scaled)
 BJ1248
 BJ1248                          SUPERSEDED SURVEY CONTROL
 BJ1248
 BJ1248  NGVD 29 (??/??/??)   45.48   (m)          149.2    (f) RESET       3  
 BJ1248
 BJ1248.Superseded values are not recommended for survey control.
 BJ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1248.See file dsdata.txt to determine how the superseded data were derived.
 BJ1248
 BJ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ704133(NAD 83)
 BJ1248_MARKER: DB = BENCH MARK DISK
 BJ1248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1248_STAMPING: U 80 RESET 1965
 BJ1248_MARK LOGO: CGS   
 BJ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1248+STABILITY: SURFACE MOTION
 BJ1248
 BJ1248  HISTORY     - Date     Condition        Report By
 BJ1248  HISTORY     - 1965     MONUMENTED       CGS
 BJ1248  HISTORY     - 1982     GOOD             LADTD
 BJ1248
 BJ1248                          STATION DESCRIPTION
 BJ1248
 BJ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ1248'2.4 MI SW FROM FRANKLINTON.
 BJ1248'LOCATED 2.4 MILES SOUTHWEST ALONG STATE HIGHWAYS 16 AND 25 FROM THE
 BJ1248'COURTHOUSE IN FRANKLINTON, ON THE EAST SIDE OF THE JUNCTIONS OF STATE
 BJ1248'HIGHWAYS 16 AND 25, 36 FEET EAST OF THE CENTER OF STATE HIGHWAY 25 AT
 BJ1248'THE EAST SIDE OF THE JUNCTION, 85 PACES SOUTH OF THE SOUTHWEST CORNER
 BJ1248'OF THE STATE HIGHWAY ROADSIDE PARK, AND 45 FEET SOUTH OF THE PROJECTED
 BJ1248'CENTERLINE OF STATE HIGHWAY 16 LEADING SOUTHWEST.  IT IS A STANDARD
 BJ1248'DISK STAMPED U 80 RESET 1965, SET FLUSH IN THE TOP OF THE HEADWALL OF
 BJ1248'A DOUBLE BOX CULVERT AND DIRECTLY ABOVE THE NUMBERS 1962 WHICH ARE ON
 BJ1248'THE EAST SIDE OF THE HEADWALL.  IT IS 1 FOOT EAST OF A METAL WITNESS
 BJ1248'POST.
 BJ1248
 BJ1248                          STATION RECOVERY (1982)
 BJ1248
 BJ1248'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1248'RECOVERED IN GOOD CONDITION EXCEPT THE WITNESS POST AND SIGN ARE GONE.
 BJ1248'A NEW POST AND SIGN PLACED.
 BJ1248'THE MARK IS 7.16 METERS  N FROM A WITNESS POST.
 BJ1248'THE MARK IS 1.07 M BELOW LA 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1139 ***********************************************************************
 BX1139  DESIGNATION -  U 96
 BX1139  PID         -  BX1139
 BX1139  STATE/COUNTY-  LA/RAPIDES
 BX1139  USGS QUAD   -  BOYCE (1992)
 BX1139
 BX1139                         *CURRENT SURVEY CONTROL
 BX1139  ___________________________________________________________________
 BX1139* NAD 83(1986)-  31 24 20.     (N)    092 43 31.     (W)     SCALED    
 BX1139* NAVD 88     -        40.80   (+/-2cm)     133.9    (feet)  VERTCON   
 BX1139  ___________________________________________________________________
 BX1139  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1139
 BX1139  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1139
 BX1139.The horizontal coordinates were scaled from a topographic map and have
 BX1139.an estimated accuracy of +/- 6 seconds.
 BX1139
 BX1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1139.The vertical order pertains to the NGVD 29 superseded value.
 BX1139
 BX1139.The geoid height was determined by GEOID03.
 BX1139
 BX1139;                    North         East    Units  Estimated Accuracy
 BX1139;SPC LA N     -   100,430.      978,580.      MT  (+/- 180 meters Scaled)
 BX1139
 BX1139                          SUPERSEDED SURVEY CONTROL
 BX1139
 BX1139  NGVD 29 (??/??/??)   40.799  (m)          133.85   (f) ADJUSTED    1 2
 BX1139
 BX1139.Superseded values are not recommended for survey control.
 BX1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1139.See file dsdata.txt to determine how the superseded data were derived.
 BX1139
 BX1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ261745(NAD 83)
 BX1139_MARKER: DB = BENCH MARK DISK
 BX1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1139_STAMPING: U 96 1938
 BX1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1139+STABILITY: SURFACE MOTION
 BX1139
 BX1139  HISTORY     - Date     Condition        Report By
 BX1139  HISTORY     - 1938     MONUMENTED       CGS
 BX1139  HISTORY     - 1961     MARK NOT FOUND   CGS
 BX1139  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1139
 BX1139                          STATION DESCRIPTION
 BX1139
 BX1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1139'1.6 MI SW FROM ZIMMERMAN.
 BX1139'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 107 (NOW STATE HIGHWAY 8)
 BX1139'FROM THE POST OFFICE AT ZIMMERMAN, ABOUT 600 FEET EAST OF A PROMINENT
 BX1139'CURVE TO THE SOUTH, AT THE TOP OF A HILL, ON THE FARM OWNED BY MR.
 BX1139'GRAVES, AT THE SITE OF AN OLD SAWMILL, AT THE JUNCTION OF A PRIVATE
 BX1139'ROAD LEADING SOUTH TO A RESIDENCE ABOUT 300 YARDS FROM THE HIGHWAY, 30
 BX1139'FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 51 FEET EAST OF THE
 BX1139'CENTER OF THE ROAD LEADING SOUTH.  A STANDARD DISK, STAMPED U 96 1938
 BX1139'AND SET IN THE TOP OF A CONCRETE POST.
 BX1139
 BX1139                          STATION RECOVERY (1999)
 BX1139
 BX1139'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1613 ***********************************************************************
 CQ1613  DESIGNATION -  U 98
 CQ1613  PID         -  CQ1613
 CQ1613  STATE/COUNTY-  LA/WEBSTER
 CQ1613  USGS QUAD   -  FRYEBURG (1986)
 CQ1613
 CQ1613                         *CURRENT SURVEY CONTROL
 CQ1613  ___________________________________________________________________
 CQ1613* NAD 83(1986)-  32 25 14.     (N)    093 14 27.     (W)     SCALED    
 CQ1613* NAVD 88     -        77.82   (+/-2cm)     255.3    (feet)  VERTCON   
 CQ1613  ___________________________________________________________________
 CQ1613  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1613
 CQ1613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1613
 CQ1613.The horizontal coordinates were scaled from a topographic map and have
 CQ1613.an estimated accuracy of +/- 6 seconds.
 CQ1613
 CQ1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1613.The vertical order pertains to the NGVD 29 superseded value.
 CQ1613
 CQ1613.The geoid height was determined by GEOID03.
 CQ1613
 CQ1613;                    North         East    Units  Estimated Accuracy
 CQ1613;SPC LA N     -   213,180.      930,320.      MT  (+/- 180 meters Scaled)
 CQ1613
 CQ1613                          SUPERSEDED SURVEY CONTROL
 CQ1613
 CQ1613  NGVD 29 (??/??/??)   77.882  (m)          255.52   (f) ADJUSTED    2 0
 CQ1613
 CQ1613.Superseded values are not recommended for survey control.
 CQ1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1613.See file dsdata.txt to determine how the superseded data were derived.
 CQ1613
 CQ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR773870(NAD 83)
 CQ1613_MARKER: DB = BENCH MARK DISK
 CQ1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1613_STAMPING: U-98 1938
 CQ1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1613+STABILITY: SURFACE MOTION
 CQ1613
 CQ1613  HISTORY     - Date     Condition        Report By
 CQ1613  HISTORY     - 1938     MONUMENTED       CGS
 CQ1613  HISTORY     - 1983     MARK NOT FOUND   USGS
 CQ1613
 CQ1613                          STATION DESCRIPTION
 CQ1613
 CQ1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1613'0.6 MI NW FROM FRYBURG.
 CQ1613'IN WEBSTER PARISH, ABOUT 0.6 MILE NORTHWEST ALONG THE LOUISIANA AND
 CQ1613'ARKANSAS RAILWAY FROM THE STATION AT FRYEBURG, BIENVILLE PARISH, 46
 CQ1613'FEET SOUTH OF MILEPOST 92, 21 FEET SOUTH OF THE CENTER OF A ROAD
 CQ1613'CROSSING, AND 36 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED
 CQ1613'U 98 1938 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1613
 CQ1613                          STATION RECOVERY (1983)
 CQ1613
 CQ1613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CQ1613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7069 ***********************************************************************
 DF7069  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7069  DESIGNATION -  U OF LA AT MONROE CORS ARP
 DF7069  CORS_ID     -  1ULM
 DF7069  PID         -  DF7069
 DF7069  STATE/COUNTY-  LA/OUACHITA
 DF7069  USGS QUAD   -  MONROE NORTH (1994)
 DF7069
 DF7069                         *CURRENT SURVEY CONTROL
 DF7069  ___________________________________________________________________
 DF7069* NAD 83(CORS)-  32 31 44.50133(N)    092 04 33.23460(W)     ADJUSTED  
 DF7069* NAVD 88     -                                                        
 DF7069  ___________________________________________________________________
 DF7069  EPOCH DATE  -        2002.00
 DF7069  X           -    -194,981.387 (meters)                     COMP
 DF7069  Y           -  -5,379,223.397 (meters)                     COMP
 DF7069  Z           -   3,410,046.985 (meters)                     COMP
 DF7069  ELLIP HEIGHT-          17.28  (meters)          (08/??/03) GPS OBS
 DF7069  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DF7069
 DF7069  HORZ ORDER  -  SPECIAL (CORS)
 DF7069  ELLP ORDER  -  SPECIAL (CORS)
 DF7069
 DF7069.ITRF positions are available for this station.
 DF7069.The coordinates were established by GPS observations
 DF7069.and adjusted by the National Geodetic Survey in August 2003..
 DF7069.The coordinates are valid at the epoch date displayed above.
 DF7069.The epoch date for horizontal control is a decimal equivalence
 DF7069.of Year/Month/Day.
 DF7069
 DF7069
 DF7069.The PID for the CORS L1 Phase Center is DF7070.
 DF7069
 DF7069.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7069
 DF7069.The ellipsoidal height was determined by GPS observations
 DF7069.and is referenced to NAD 83.
 DF7069
 DF7069.The geoid height was determined by GEOID03.
 DF7069
 DF7069;                    North         East     Units Scale Factor Converg.
 DF7069;SPC LA N     -   225,051.361 1,039,841.641   MT  0.99997151   +0 13 27.2
 DF7069;SPC LA N     -   738,356.01  3,411,547.12   sFT  0.99997151   +0 13 27.2
 DF7069
 DF7069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7069!SPC LA N     -   0.99999729  x   0.99997151  =   0.99996880
 DF7069
 DF7069                          SUPERSEDED SURVEY CONTROL
 DF7069
 DF7069.No superseded survey control is available for this station.
 DF7069
 DF7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8678399453(NAD 83)
 DF7069_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7069
 DF7069                          STATION DESCRIPTION
 DF7069
 DF7069'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7069'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7069'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7069'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7069'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7069'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7070 ***********************************************************************
 DF7070  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7070  DESIGNATION -  U OF LA AT MONROE CORS L1 PHASE CENTER
 DF7070  CORS_ID     -  1ULM
 DF7070  PID         -  DF7070
 DF7070  STATE/COUNTY-  LA/OUACHITA
 DF7070  USGS QUAD   -  MONROE NORTH (1994)
 DF7070
 DF7070                         *CURRENT SURVEY CONTROL
 DF7070  ___________________________________________________________________
 DF7070* NAD 83(CORS)-  32 31 44.50135(N)    092 04 33.23459(W)     ADJUSTED  
 DF7070* NAVD 88     -                                                        
 DF7070  ___________________________________________________________________
 DF7070  EPOCH DATE  -        2002.00
 DF7070  X           -    -194,981.390 (meters)                     COMP
 DF7070  Y           -  -5,379,223.489 (meters)                     COMP
 DF7070  Z           -   3,410,047.044 (meters)                     COMP
 DF7070  ELLIP HEIGHT-          17.39  (meters)          (08/??/03) GPS OBS
 DF7070  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DF7070
 DF7070  HORZ ORDER  -  SPECIAL (CORS)
 DF7070  ELLP ORDER  -  SPECIAL (CORS)
 DF7070
 DF7070.ITRF positions are available for this station.
 DF7070.The coordinates were established by GPS observations
 DF7070.and adjusted by the National Geodetic Survey in August 2003..
 DF7070.The coordinates are valid at the epoch date displayed above.
 DF7070.The epoch date for horizontal control is a decimal equivalence
 DF7070.of Year/Month/Day.
 DF7070
 DF7070
 DF7070.The PID for the CORS ARP is DF7069.
 DF7070
 DF7070.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7070
 DF7070.The ellipsoidal height was determined by GPS observations
 DF7070.and is referenced to NAD 83.
 DF7070
 DF7070.The geoid height was determined by GEOID03.
 DF7070
 DF7070;                    North         East     Units Scale Factor Converg.
 DF7070;SPC LA N     -   225,051.361 1,039,841.641   MT  0.99997151   +0 13 27.2
 DF7070;SPC LA N     -   738,356.01  3,411,547.12   sFT  0.99997151   +0 13 27.2
 DF7070
 DF7070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7070!SPC LA N     -   0.99999727  x   0.99997151  =   0.99996878
 DF7070
 DF7070                          SUPERSEDED SURVEY CONTROL
 DF7070
 DF7070.No superseded survey control is available for this station.
 DF7070
 DF7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8678399453(NAD 83)
 DF7070_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7070
 DF7070                          STATION DESCRIPTION
 DF7070
 DF7070'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7070'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7070'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7070'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7070'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7070'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3219 ***********************************************************************
 CP3219  DESIGNATION -  UE 9 A
 CP3219  PID         -  CP3219
 CP3219  STATE/COUNTY-  LA/WEST CARROLL
 CP3219  USGS QUAD   -  KILBOURNE (1988)
 CP3219
 CP3219                         *CURRENT SURVEY CONTROL
 CP3219  ___________________________________________________________________
 CP3219* NAD 83(1986)-  32 59 55.     (N)    091 18 55.     (W)     SCALED    
 CP3219* NAVD 88     -        38.028  (meters)     124.76   (feet)  ADJUSTED  
 CP3219  ___________________________________________________________________
 CP3219  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP3219  DYNAMIC HT  -          37.987 (meters)     124.63  (feet)  COMP
 CP3219  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 CP3219
 CP3219  VERT ORDER  -  SECOND    CLASS II
 CP3219
 CP3219.The horizontal coordinates were scaled from a topographic map and have
 CP3219.an estimated accuracy of +/- 6 seconds.
 CP3219
 CP3219.The orthometric height was determined by differential leveling
 CP3219.and adjusted by the National Geodetic Survey in June 1991..
 CP3219
 CP3219.The geoid height was determined by GEOID03.
 CP3219
 CP3219.The dynamic height is computed by dividing the NAVD 88
 CP3219.geopotential number by the normal gravity value computed on the
 CP3219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3219.degrees latitude (g = 980.6199 gals.).
 CP3219
 CP3219.The modeled gravity was interpolated from observed gravity values.
 CP3219
 CP3219;                    North         East    Units  Estimated Accuracy
 CP3219;SPC LA N     -   277,660.    1,110,730.      MT  (+/- 180 meters Scaled)
 CP3219
 CP3219                          SUPERSEDED SURVEY CONTROL
 CP3219
 CP3219.No superseded survey control is available for this station.
 CP3219
 CP3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS573523(NAD 83)
 CP3219_MARKER: Q = CHISELED SQUARE
 CP3219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3219_SP_SET: CULVERT
 CP3219_MARK LOGO: USGS  
 CP3219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3219+STABILITY: SURFACE MOTION
 CP3219
 CP3219  HISTORY     - Date     Condition        Report By
 CP3219  HISTORY     - UNK      MONUMENTED       USGS
 CP3219  HISTORY     - 1985     GOOD             LADTD
 CP3219
 CP3219                          STATION DESCRIPTION
 CP3219
 CP3219'DESCRIBED BY LA TRANSP AND DEV 1985
 CP3219'20.8 KM (12.9 MI) NORTH FROM OAK GROVE.
 CP3219'14.6 KM (9.1 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CP3219'HIGHWAYS 17 AND 2 IN OAK GROVE TO THE JUNCTION OF STATE HIGHWAYS 17
 CP3219'AND 880, THENCE EASTERLY THEN NORTHERLY ON STATE HIGHWAY 880 FOR 4.2
 CP3219'KM (2.6 MI) TO THE JUNCTION WITH STATE HIGHWAY 585, THENCE WEST
 CP3219'(LEFT) ON STATE HIGHWAY 585 FOR 1.9 KM (1.15 MI) TO THE INTERSECTION
 CP3219'OF STATE HIGHWAYS 585 AND 17 AND THE MARK SET IN THE SOUTHWEST
 CP3219'QUARTER OF THE INTERSECTION, A CHISELED SQUARE ON THE SOUTH END OF A
 CP3219'ROUND CONCRETE CULVERT RUNNING NORTH AND SOUTH UNDER STATE HIGHWAY
 CP3219'585.
 CP3219'THE MARK IS 0.43 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0725 ***********************************************************************
 AV0725  DESIGNATION -  UMBRELLA
 AV0725  PID         -  AV0725
 AV0725  STATE/COUNTY-  LA/CAMERON
 AV0725  USGS QUAD   -  MALLARD BAY (1979)
 AV0725
 AV0725                         *CURRENT SURVEY CONTROL
 AV0725  ___________________________________________________________________
 AV0725* NAD 83(1992)-  29 53 38.71210(N)    092 44 12.59275(W)     ADJUSTED  
 AV0725* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0725  **This station is located in a subsidence area (see below).
 AV0725  ___________________________________________________________________
 AV0725  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0725  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AV0725
 AV0725  HORZ ORDER  -  THIRD
 AV0725
 AV0725.The horizontal coordinates were established by classical geodetic methods
 AV0725.and adjusted by the National Geodetic Survey in January 1993..
 AV0725
 AV0725 ** The orthometric height has not been validated since last determined
 AV0725 ** by differential leveling and should not be used for control purposes.
 AV0725 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0725 ** area with valid NAVD 88 orthometric heights.
 AV0725 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0725 ** epoch indicated which incorporates improved geoid heights for the
 AV0725 ** Southern Louisiana Subsidence area.
 AV0725 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0725.The orthometric height was scaled from a topographic map.
 AV0725
 AV0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0725
 AV0725.The geoid height was determined by GEOID03.
 AV0725
 AV0725;                    North         East     Units Scale Factor Converg.
 AV0725;SPC LA S     -   155,356.743   864,451.354   MT  0.99992747   -0 42 06.4
 AV0725;SPC LA S     -   509,699.58  2,836,120.82   sFT  0.99992747   -0 42 06.4
 AV0725;UTM  15      - 3,307,078.478   525,408.965   MT  0.99960797   +0 07 52.2
 AV0725
 AV0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0725!SPC LA S     -   1.00000419  x   0.99992747  =   0.99993166
 AV0725!UTM  15      -   1.00000419  x   0.99960797  =   0.99961215
 AV0725
 AV0725|---------------------------------------------------------------------|
 AV0725| PID    Reference Object                     Distance      Geod. Az  |
 AV0725|                                                           dddmmss.s |
 AV0725| CV9505 UMBRELLA RM                                        05742     |
 AV0725| AV0757 ENTRANCE                            APPROX.11.1 KM 3242417.4 |
 AV0725|---------------------------------------------------------------------|
 AV0725
 AV0725                          SUPERSEDED SURVEY CONTROL
 AV0725
 AV0725  NAD 83(1986)-  29 53 38.73322(N)    092 44 12.58056(W) AD(       ) 3
 AV0725  NAD 27      -  29 53 37.99000(N)    092 44 12.04000(W) AD(       ) 3
 AV0725
 AV0725.Superseded values are not recommended for survey control.
 AV0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0725.See file dsdata.txt to determine how the superseded data were derived.
 AV0725
 AV0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2540907078(NAD 83)
 AV0725_MARKER: DD = SURVEY DISK
 AV0725_SETTING: 0 = UNSPECIFIED SETTING
 AV0725
 AV0725  HISTORY     - Date     Condition        Report By
 AV0725  HISTORY     - 1933     MONUMENTED       USGS
 AV0725  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0725
 AV0725                          STATION DESCRIPTION
 AV0725
 AV0725'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (JML)
 AV0725'ON PROMINENT POINT OF LAND ON E SIDE OF GRAND LAKE, KNOWN
 AV0725'AS UMBRELLA OR PARASOL POINT.  ABOUT 40 FEET E FROM WATERS
 AV0725'EDGE ON A LOW SHELL REEF.  A CONCRETE POST WITH STANDARD
 AV0725'TABLET STAMPED UMBRELLA 1933.
 AV0725'
 AV0725'REFERENCE MARK IS 180 FEET E FROM STATION MARK AND ON SAME
 AV0725'LOW SHELL REEF.  CONCRETE POST WITH STANDARD REFERENCE TABLET.
 AV0725'
 AV0725'INSTRUMENT AND SIGNAL CENTERED OVER STATION MARK.  INSTRUMENT
 AV0725'ELEVATION 30 FEET.
 AV0725
 AV0725                          STATION RECOVERY (1966)
 AV0725
 AV0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0725'THE STATION WAS SEARCHED FOR ON 3/31/66 AND IT WAS FOUND
 AV0725'THAT THE SHORELINE IN THIS AREA HAD ERODED SEVERAL HUNDRED
 AV0725'FEET WHICH WOULD PUT THE STATION OUT IN THE LAKE, THIS BEING
 AV0725'THE CASE THE MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0817 ***********************************************************************
 BX0817  DESIGNATION -  UNALEE BOLT
 BX0817  PID         -  BX0817
 BX0817  STATE/COUNTY-  LA/AVOYELLES
 BX0817  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0817
 BX0817                         *CURRENT SURVEY CONTROL
 BX0817  ___________________________________________________________________
 BX0817* NAD 83(1986)-  31 10 44.     (N)    092 03 20.     (W)     SCALED    
 BX0817* NAVD 88     -        16.18   (+/-2cm)      53.1    (feet)  VERTCON   
 BX0817  ___________________________________________________________________
 BX0817  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX0817
 BX0817  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0817
 BX0817.The horizontal coordinates were scaled from a topographic map and have
 BX0817.an estimated accuracy of +/- 6 seconds.
 BX0817
 BX0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0817.The vertical order pertains to the NGVD 29 superseded value.
 BX0817
 BX0817.The geoid height was determined by GEOID03.
 BX0817
 BX0817;                    North         East    Units  Estimated Accuracy
 BX0817;SPC LA N     -    75,360.    1,042,370.      MT  (+/- 180 meters Scaled)
 BX0817
 BX0817                          SUPERSEDED SURVEY CONTROL
 BX0817
 BX0817  NGVD 29 (??/??/??)   16.144  (m)           52.97   (f) ADJUSTED    1 2
 BX0817
 BX0817.Superseded values are not recommended for survey control.
 BX0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0817.See file dsdata.txt to determine how the superseded data were derived.
 BX0817
 BX0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ899498(NAD 83)
 BX0817_MARKER: B = BOLT
 BX0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0817_SP_SET: SLAB
 BX0817_STAMPING: P.B.M. UNALEE
 BX0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0817
 BX0817  HISTORY     - Date     Condition        Report By
 BX0817  HISTORY     - UNK      MONUMENTED       DOD
 BX0817  HISTORY     - 1966     GOOD             CGS
 BX0817
 BX0817                          STATION DESCRIPTION
 BX0817
 BX0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0817'3.85 MI N FROM MARKSVILLE.
 BX0817'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0817'COURTHOUSE AT MARKSVILLE, THENCE 1.95 MILES NORTH ALONG STATE HIGHWAY
 BX0817'1192, THENCE 0.8 MILE NORTHEAST ALONG A PAVED AND GRAVELED ROAD,
 BX0817'THENCE 0.1 MILE NORTH ALONG A GRADED DIRT ROAD WHICH PARALLELS THE
 BX0817'WEST SIDE OF A LEVEE, IN SECTION 78, T 2 N, R 4 E, ABOUT 0.1 MILE
 BX0817'NORTH OF THE LEE DAUZAT RESIDENCE, ABOUT 71 YARDS SOUTH OF A LARGE
 BX0817'CONCRETE CISTERN, 24 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 75
 BX0817'FEET WEST OF THE CENTER LINE OF THE TOP OF THE LEVEE, 75 FEET SOUTH OF
 BX0817'A POWER POLE, 66 FEET SOUTH OF A 15-INCH PECAN TREE, 19 FEET NORTH OF
 BX0817'A FENCE CORNER, 8 1/2 FEET WEST OF A FENCE, 4 FEET NORTHEAST OF A
 BX0817'FENCE, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 BX0817'LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BX0817'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH
 BX0817'IRON PIPE BEARING A BRASS CAP AND PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0816 ***********************************************************************
 BX0816  DESIGNATION -  UNALEE CAP
 BX0816  PID         -  BX0816
 BX0816  STATE/COUNTY-  LA/AVOYELLES
 BX0816  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0816
 BX0816                         *CURRENT SURVEY CONTROL
 BX0816  ___________________________________________________________________
 BX0816* NAD 83(1986)-  31 10 44.     (N)    092 03 20.     (W)     SCALED    
 BX0816* NAVD 88     -        17.39   (+/-2cm)      57.1    (feet)  VERTCON   
 BX0816  ___________________________________________________________________
 BX0816  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX0816
 BX0816  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0816
 BX0816.The horizontal coordinates were scaled from a topographic map and have
 BX0816.an estimated accuracy of +/- 6 seconds.
 BX0816
 BX0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0816.The vertical order pertains to the NGVD 29 superseded value.
 BX0816
 BX0816.The geoid height was determined by GEOID03.
 BX0816
 BX0816;                    North         East    Units  Estimated Accuracy
 BX0816;SPC LA N     -    75,360.    1,042,370.      MT  (+/- 180 meters Scaled)
 BX0816
 BX0816                          SUPERSEDED SURVEY CONTROL
 BX0816
 BX0816  NGVD 29 (??/??/??)   17.360  (m)           56.96   (f) ADJUSTED    1 2
 BX0816
 BX0816.Superseded values are not recommended for survey control.
 BX0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0816.See file dsdata.txt to determine how the superseded data were derived.
 BX0816
 BX0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ899498(NAD 83)
 BX0816_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BX0816_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0816_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0816_STAMPING: P.B.M. UNALEE
 BX0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0816
 BX0816  HISTORY     - Date     Condition        Report By
 BX0816  HISTORY     - UNK      MONUMENTED       DOD
 BX0816  HISTORY     - 1966     GOOD             CGS
 BX0816
 BX0816                          STATION DESCRIPTION
 BX0816
 BX0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0816'3.85 MI N FROM MARKSVILLE.
 BX0816'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0816'COURTHOUSE AT MARKSVILLE, THENCE 1.95 MILES NORTH ALONG STATE HIGHWAY
 BX0816'1192, THENCE 0.8 MILE NORTHEAST ALONG A PAVED AND GRAVELED ROAD,
 BX0816'THENCE 0.1 MILE NORTH ALONG A GRADED DIRT ROAD WHICH PARALLELS THE
 BX0816'WEST SIDE OF A LEVEE, IN SECTION 78, T 2 N, R 4 E, ABOUT 0.1 MILE
 BX0816'NORTH OF THE LEE DAUZAT RESIDENCE, ABOUT 71 YARDS SOUTH OF A LARGE
 BX0816'CONCRETE CISTERN, 24 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 75
 BX0816'FEET WEST OF THE CENTER LINE OF THE TOP OF THE LEVEE, 75 FEET SOUTH OF
 BX0816'A POWER POLE, 66 FEET SOUTH OF A 15-INCH PECAN TREE, 19 FEET NORTH OF
 BX0816'A FENCE CORNER, 8 1/2 FEET WEST OF A FENCE, 4 FEET NORTHEAST OF A
 BX0816'FENCE, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 BX0816'LEVEL OF THE ROAD, A 3-INCH IRON PIPE BEARING A BRASS CAP AND
 BX0816'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4468 ***********************************************************************
 BJ4468  DESIGNATION -  UNCLE SAM FREEPORT CHEM STACK
 BJ4468  PID         -  BJ4468
 BJ4468  STATE/COUNTY-  LA/ST JAMES
 BJ4468  USGS QUAD   -  CONVENT (1994)
 BJ4468
 BJ4468                         *CURRENT SURVEY CONTROL
 BJ4468  ___________________________________________________________________
 BJ4468* NAD 83(1992)-  30 02 18.30191(N)    090 49 45.87515(W)     ADJUSTED  
 BJ4468* NAVD 88     -                                                        
 BJ4468  **This station is located in a subsidence area (see below).
 BJ4468  ___________________________________________________________________
 BJ4468  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4468  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BJ4468
 BJ4468  HORZ ORDER  -  THIRD
 BJ4468
 BJ4468.The horizontal coordinates were established by classical geodetic methods
 BJ4468.and adjusted by the National Geodetic Survey in January 1993..
 BJ4468
 BJ4468 ** The orthometric height has not been validated since last determined
 BJ4468 ** by differential leveling and should not be used for control purposes.
 BJ4468 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4468 ** area with valid NAVD 88 orthometric heights.
 BJ4468 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4468 ** epoch indicated which incorporates improved geoid heights for the
 BJ4468 ** Southern Louisiana Subsidence area.
 BJ4468 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4468
 BJ4468.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4468
 BJ4468.The geoid height was determined by GEOID03.
 BJ4468
 BJ4468;                    North         East     Units Scale Factor Converg.
 BJ4468;SPC LA S     -   170,631.611 1,048,599.217   MT  0.99992596   +0 15 07.1
 BJ4468;SPC LA S     -   559,813.88  3,440,279.26   sFT  0.99992596   +0 15 07.1
 BJ4468;UTM  15      - 3,325,027.413   709,292.881   MT  1.00014046   +1 05 13.0
 BJ4468
 BJ4468                          SUPERSEDED SURVEY CONTROL
 BJ4468
 BJ4468  NAD 83(1986)-  30 02 18.31922(N)    090 49 45.87666(W) AD(       ) 4
 BJ4468  NAD 27      -  30 02 17.59397(N)    090 49 45.53682(W) AD(       ) 3
 BJ4468
 BJ4468.Superseded values are not recommended for survey control.
 BJ4468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4468.See file dsdata.txt to determine how the superseded data were derived.
 BJ4468
 BJ4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0929325027(NAD 83)
 BJ4468_MARKER: 63 = STACK
 BJ4468
 BJ4468  HISTORY     - Date     Condition        Report By
 BJ4468  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4468
 BJ4468                          STATION DESCRIPTION
 BJ4468
 BJ4468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4468'THE POINT INTERSECTED WAS THE TOP CENTER OF THE CENTER ONE OF THREE,
 BJ4468'UNCLE SAM, FREEPORT CHEMICAL COMPANY, STACK THAT IS LOCATED IN THE
 BJ4468'SMALL VILLAGE OF UNCLE SAM.  IT IS A CONCRETE STACK PAINTED IN
 BJ4468'ALTERNATE BANDS OF RED AND WHITE AND IS 250 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2796 ***********************************************************************
 CQ2796  DESIGNATION -  UNION
 CQ2796  PID         -  CQ2796
 CQ2796  STATE/COUNTY-  LA/CALDWELL
 CQ2796  USGS QUAD   -  COTTON PLANT (1989)
 CQ2796
 CQ2796                         *CURRENT SURVEY CONTROL
 CQ2796  ___________________________________________________________________
 CQ2796* NAD 83(1992)-  32 07 10.46772(N)    092 15 39.20262(W)     ADJUSTED  
 CQ2796* NAVD 88     -        74.94   (+/-2cm)     245.9    (feet)  VERTCON   
 CQ2796  ___________________________________________________________________
 CQ2796  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CQ2796  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ2796
 CQ2796  HORZ ORDER  -  FIRST
 CQ2796  VERT ORDER  -  THIRD ? (See Below)
 CQ2796
 CQ2796.The horizontal coordinates were established by classical geodetic methods
 CQ2796.and adjusted by the National Geodetic Survey in January 1993..
 CQ2796
 CQ2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2796.The vertical order pertains to the NGVD 29 superseded value.
 CQ2796
 CQ2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2796
 CQ2796.The geoid height was determined by GEOID03.
 CQ2796
 CQ2796;                    North         East     Units Scale Factor Converg.
 CQ2796;SPC LA N     -   179,595.574 1,022,563.117   MT  0.99992092   +0 07 35.1
 CQ2796;SPC LA N     -   589,223.15  3,354,859.16   sFT  0.99992092   +0 07 35.1
 CQ2796;UTM  15      - 3,553,928.848   569,723.018   MT  0.99965995   +0 23 34.8
 CQ2796
 CQ2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2796!SPC LA N     -   0.99999224  x   0.99992092  =   0.99991316
 CQ2796!UTM  15      -   0.99999224  x   0.99965995  =   0.99965220
 CQ2796
 CQ2796|---------------------------------------------------------------------|
 CQ2796| PID    Reference Object                     Distance      Geod. Az  |
 CQ2796|                                                           dddmmss.s |
 CQ2796| CY5770 UNION RM 1                           25.704 METERS 02927     |
 CQ2796| CQ2789 MT PLEASANT LOT                     APPROX. 8.4 KM 0873708.1 |
 CQ2796| CQ0846 M 120                                24.278 METERS 10724     |
 CQ2796| CQ2793 ZORA                                APPROX.12.5 KM 3162944.4 |
 CQ2796|---------------------------------------------------------------------|
 CQ2796
 CQ2796                          SUPERSEDED SURVEY CONTROL
 CQ2796
 CQ2796  NAD 83(1986)-  32 07 10.48184(N)    092 15 39.19445(W) AD(       ) 1
 CQ2796  NAD 27      -  32 07 09.91600(N)    092 15 38.69033(W) AD(       ) 1
 CQ2796  NGVD 29 (07/19/86)   74.96   (m)          245.9    (f) LEVELING    3  
 CQ2796
 CQ2796.Superseded values are not recommended for survey control.
 CQ2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2796.See file dsdata.txt to determine how the superseded data were derived.
 CQ2796
 CQ2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6972353929(NAD 83)
 CQ2796_MARKER: DS = TRIANGULATION STATION DISK
 CQ2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2796
 CQ2796  HISTORY     - Date     Condition        Report By
 CQ2796  HISTORY     - 1971     MONUMENTED       NGS
 CQ2796
 CQ2796                          STATION DESCRIPTION
 CQ2796
 CQ2796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2796'THE STATION IS ABOUT 13.5 MILES EAST-NORTHEAST OF SIKES, 10
 CQ2796'MILES NORTHWEST OF GRAYSON, 10 MILES WEST-SOUTHWEST OF RIVERTON,
 CQ2796'7.5 MILES SOUTH OF VIXEN, ON THE SECTION LINE OF 9 AND 10, T 13
 CQ2796'N, R 2 E, AND ON LAND OWNED BY MRS. VIRDIE ADKINS, GRAYSON,
 CQ2796'LOUISIANA, 71435.
 CQ2796'
 CQ2796'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165 AND
 CQ2796'STATE HIGHWAY 126 IN GRAYSON, GO WEST ON STATE HIGHWAY 126 FOR
 CQ2796'3.5 MILES TO THE CROSSROADS BAPTIST CHURCH ON THE LEFT.  CONTINUE
 CQ2796'WEST ON STATE HIGHWAY 126 FOR 7.2 MILES TO A PAVED SIDE ROAD RIGHT
 CQ2796'AND SIGN OLD UNION BAPTIST CHURCH TURN RIGHT AND GO NORTH ON THE
 CQ2796'PAVED ROAD FOR 1.1 MILES TO A LOG HOUSE AND THE STATION ON THE
 CQ2796'LEFT.
 CQ2796'
 CQ2796'STATION MARKS ARE STANDARD DISKS STAMPED UNION 1971.  THE
 CQ2796'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CQ2796'CONCRETE MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.  IT
 CQ2796'IT IS 127 FEET NORTH OF THE NORTHEAST CORNER OF THE LOG HOUSE, 67
 CQ2796'FEET NORTHWEST OF A 28-INCH OAK TREE, 55 FEET WEST OF THE CENTER
 CQ2796'OF THE PAVED ROAD.  32 FEET WEST OF A FENCE LINE AND 28 FEET
 CQ2796'EAST OF PEACH TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CQ2796'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CQ2796'SURFACE.
 CQ2796'
 CQ2796'REFERENCE MARK 1, A STANDARD DISK STAMPED UNION NO 1 1971, IS
 CQ2796'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2796'IS FLUSH WITH THE GROUND SURFACE.  IT IS 23 FEET WEST OF THE CENTER
 CQ2796'OF THE PAVED ROAD, 6 FEET NORTH OF A METAL WITNESS POST AND 1
 CQ2796'FOOT WEST OF THE FENCE LINE.
 CQ2796'
 CQ2796'REFERENCE MARK 2, A STANDARD BENCH MARK STAMPED M 120 1949,
 CQ2796'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2796'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET EAST OF
 CQ2796'THE CENTER OF THE PAVED ROAD, 23 FEET SOUTH OF AN 18-INCH CEDAR
 CQ2796'TREE AND 5 FEET SOUTHEAST OF A FENCE CORNER.
 CQ2796'
 CQ2796'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2796'
 CQ2796'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0703 ***********************************************************************
 AV0703  DESIGNATION -  UNION 67 B
 AV0703  PID         -  AV0703
 AV0703  STATE/COUNTY-  LA/VERMILION
 AV0703  USGS QUAD   -  
 AV0703
 AV0703                         *CURRENT SURVEY CONTROL
 AV0703  ___________________________________________________________________
 AV0703* NAD 83(1992)-  29 17 51.62344(N)    092 22 21.51276(W)     ADJUSTED  
 AV0703* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AV0703  ___________________________________________________________________
 AV0703  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0703  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AV0703
 AV0703  HORZ ORDER  -  THIRD
 AV0703
 AV0703.The horizontal coordinates were established by classical geodetic methods
 AV0703.and adjusted by the National Geodetic Survey in January 1993..
 AV0703
 AV0703.The orthometric height was scaled from a topographic map.
 AV0703
 AV0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0703
 AV0703.The geoid height was determined by GEOID03.
 AV0703
 AV0703;                    North         East     Units Scale Factor Converg.
 AV0703;SPC LA S     -    88,877.669   899,023.699   MT  1.00000049   -0 31 10.8
 AV0703;SPC LA S     -   291,592.82  2,949,546.92   sFT  1.00000049   -0 31 10.8
 AV0703;UTM  15      - 3,241,129.222   560,929.331   MT  0.99964581   +0 18 25.2
 AV0703
 AV0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0703!SPC LA S     -   1.00000391  x   1.00000049  =   1.00000440
 AV0703!UTM  15      -   1.00000391  x   0.99964581  =   0.99964972
 AV0703
 AV0703                          SUPERSEDED SURVEY CONTROL
 AV0703
 AV0703  NAD 83(1986)-  29 17 51.64702(N)    092 22 21.49598(W) AD(       ) 3
 AV0703
 AV0703.Superseded values are not recommended for survey control.
 AV0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0703.See file dsdata.txt to determine how the superseded data were derived.
 AV0703
 AV0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6092941129(NAD 83)
 AV0703_MARKER: H = DRILL HOLE
 AV0703_SETTING: 0 = UNSPECIFIED SETTING
 AV0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0703
 AV0703  HISTORY     - Date     Condition        Report By
 AV0703  HISTORY     - 1963     MONUMENTED       CGS
 AV0703
 AV0703                          STATION DESCRIPTION
 AV0703
 AV0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AV0703'STATION IS AN UNOCCUPIED POINT.
 AV0703'
 AV0703'IT IS LOCATED IN THE GULF OF MEXICO ON A PLATFORM OF THE UNION OIL
 AV0703'CO. WHICH IS ABOUT 28 MILES SOUTHWEST OF THE WEST END OF MARSH
 AV0703'ISLAND AND ABOUT 18 MILES SOUTH OF THE COAST LINE.  THE PLATFORM
 AV0703'IS ABOUT 60 FEET LONG AND 40 FEET WIDE AND IS IDENTIFIED BY A SIGN
 AV0703'READING UNION VE 67 B.  THE POINT IS MARKED BY A SMALL DRILL HOLE
 AV0703'IN THE STEEL DECK WITH A SQUARE CUT IN THE STEEL ABOUT THE
 AV0703'POINT.  IT IS 6 FEET NORTH OF THE SOUTH SIDE OF THE PLATFORM, AND
 AV0703'4 FEET EAST OF THE WEST SIDE OF THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0574 ***********************************************************************
 BJ0574  DESIGNATION -  UNION BOLT
 BJ0574  PID         -  BJ0574
 BJ0574  STATE/COUNTY-  LA/IBERVILLE
 BJ0574  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0574
 BJ0574                         *CURRENT SURVEY CONTROL
 BJ0574  ___________________________________________________________________
 BJ0574* NAD 83(1986)-  30 18 39.     (N)    091 14 06.     (W)     SCALED    
 BJ0574* NAVD 88     -         6.529  (meters)      21.42   (feet)  ADJUSTED  
 BJ0574  ___________________________________________________________________
 BJ0574  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0574  DYNAMIC HT  -           6.521 (meters)      21.39  (feet)  COMP
 BJ0574  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 BJ0574
 BJ0574  VERT ORDER  -  FIRST     CLASS I
 BJ0574
 BJ0574.The horizontal coordinates were scaled from a topographic map and have
 BJ0574.an estimated accuracy of +/- 6 seconds.
 BJ0574
 BJ0574.The orthometric height was determined by differential leveling
 BJ0574.and adjusted by the National Geodetic Survey in February 1994..
 BJ0574
 BJ0574.The geoid height was determined by GEOID03.
 BJ0574
 BJ0574.The dynamic height is computed by dividing the NAVD 88
 BJ0574.geopotential number by the normal gravity value computed on the
 BJ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0574.degrees latitude (g = 980.6199 gals.).
 BJ0574
 BJ0574.The modeled gravity was interpolated from observed gravity values.
 BJ0574
 BJ0574;                    North         East    Units  Estimated Accuracy
 BJ0574;SPC LA S     -   200,730.    1,009,460.      MT  (+/- 180 meters Scaled)
 BJ0574
 BJ0574                          SUPERSEDED SURVEY CONTROL
 BJ0574
 BJ0574  NGVD 29 (??/??/??)    6.536  (m)           21.44   (f) ADJUSTED    1 1
 BJ0574
 BJ0574.Superseded values are not recommended for survey control.
 BJ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0574.See file dsdata.txt to determine how the superseded data were derived.
 BJ0574
 BJ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP697545(NAD 83)
 BJ0574_MARKER: B = BOLT
 BJ0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0574_SP_SET: CONCRETE SLAB
 BJ0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0574
 BJ0574  HISTORY     - Date     Condition        Report By
 BJ0574  HISTORY     - UNK      MONUMENTED       USE
 BJ0574  HISTORY     - 1976     GOOD             NGS
 BJ0574
 BJ0574                          STATION DESCRIPTION
 BJ0574
 BJ0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0574'1.3 MI NORTH FROM PLAQUEMINE.
 BJ0574'1.3 MILES NORTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0574'HIGHWAY 1, 0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 1148, AT
 BJ0574'THE JUNCTION OF AN ASPHALT ROAD LEADING NORTHWEST, 438 FT. NORTHWEST
 BJ0574'OF THE CENTER LINE OF THE HIGHWAY, 20 FT. SOUTHWEST OF THE CENTER LINE
 BJ0574'OF THE ROAD, 44.5 FT. NORTH OF THE SECOND STEEL LIGHT POLE NORTHWEST
 BJ0574'OF THE HIGHWAY, A COPPER BOLT SET IN A CONCRETE SLAB 2.5 FT. BELOW THE
 BJ0574'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BJ0574'PIPE BEARING A PLASTIC CAP WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2479 ***********************************************************************
 AU2479  DESIGNATION -  UNITED GAS PIPELINE CO LIGHT E
 AU2479  PID         -  AU2479
 AU2479  STATE/COUNTY-  LA/ST MARY
 AU2479  USGS QUAD   -  
 AU2479
 AU2479                         *CURRENT SURVEY CONTROL
 AU2479  ___________________________________________________________________
 AU2479* NAD 83(1992)-  29 26 38.69264(N)    091 31 33.34235(W)     ADJUSTED  
 AU2479* NAVD 88     -                                                        
 AU2479  ___________________________________________________________________
 AU2479  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2479  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AU2479
 AU2479  HORZ ORDER  -  THIRD
 AU2479
 AU2479.The horizontal coordinates were established by classical geodetic methods
 AU2479.and adjusted by the National Geodetic Survey in January 1993..
 AU2479
 AU2479
 AU2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2479
 AU2479.The geoid height was determined by GEOID03.
 AU2479
 AU2479;                    North         East     Units Scale Factor Converg.
 AU2479;SPC LA S     -   104,663.373   981,315.038   MT  0.99997263   -0 05 46.7
 AU2479;SPC LA S     -   343,383.08  3,219,531.09   sFT  0.99997263   -0 05 46.7
 AU2479;UTM  15      - 3,258,091.807   642,964.705   MT  0.99985220   +0 43 29.1
 AU2479
 AU2479                          SUPERSEDED SURVEY CONTROL
 AU2479
 AU2479  NAD 83(1986)-  29 26 38.71773(N)    091 31 33.33928(W) AD(       ) 4
 AU2479  NAD 27      -  29 26 37.92500(N)    091 31 32.93400(W) AD(       ) 3
 AU2479
 AU2479.Superseded values are not recommended for survey control.
 AU2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2479.See file dsdata.txt to determine how the superseded data were derived.
 AU2479
 AU2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4296558092(NAD 83)
 AU2479_MARKER: 14 = NAVIGATION LIGHT
 AU2479
 AU2479  HISTORY     - Date     Condition        Report By
 AU2479  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2479
 AU2479                          STATION DESCRIPTION
 AU2479
 AU2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2479'THE STATION IS LOCATED IN THE WESTERN PART OF ATCHAFALAYA BAY, ABOUT
 AU2479'3.5 MILES NORTH NORTHWEST OF SOUTHWEST REEF LIGHTHOUSE, ABOUT
 AU2479'4.5 MILES SOUTHEAST OF POINT CHEVREUIL AND 4.8 MILES SOUTH
 AU2479'OF THE NORTH SHORELINE OF THE BAY.  LIGHT ON PLATFORM ATOP
 AU2479'4 PILE STRUCTURE.  LIGHT WAS OBSERVED UPON.
 AU2479'
 AU2479'AID NUMBER 7211 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2480 ***********************************************************************
 AU2480  DESIGNATION -  UNITED GAS PIPELINE CO LIGHT F
 AU2480  PID         -  AU2480
 AU2480  STATE/COUNTY-  LA/IBERIA
 AU2480  USGS QUAD   -  
 AU2480
 AU2480                         *CURRENT SURVEY CONTROL
 AU2480  ___________________________________________________________________
 AU2480* NAD 83(1992)-  29 28 19.77531(N)    091 31 24.13234(W)     ADJUSTED  
 AU2480* NAVD 88     -                                                        
 AU2480  ___________________________________________________________________
 AU2480  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU2480  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU2480
 AU2480  HORZ ORDER  -  THIRD
 AU2480
 AU2480.The horizontal coordinates were established by classical geodetic methods
 AU2480.and adjusted by the National Geodetic Survey in January 1993..
 AU2480
 AU2480
 AU2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2480
 AU2480.The geoid height was determined by GEOID03.
 AU2480
 AU2480;                    North         East     Units Scale Factor Converg.
 AU2480;SPC LA S     -   107,775.180   981,568.401   MT  0.99996802   -0 05 42.1
 AU2480;SPC LA S     -   353,592.40  3,220,362.33   sFT  0.99996802   -0 05 42.1
 AU2480;UTM  15      - 3,261,206.559   643,173.411   MT  0.99985293   +0 43 35.9
 AU2480
 AU2480                          SUPERSEDED SURVEY CONTROL
 AU2480
 AU2480  NAD 83(1986)-  29 28 19.80003(N)    091 31 24.12915(W) AD(       ) 4
 AU2480  NAD 27      -  29 28 19.01000(N)    091 31 23.72700(W) AD(       ) 3
 AU2480
 AU2480.Superseded values are not recommended for survey control.
 AU2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2480.See file dsdata.txt to determine how the superseded data were derived.
 AU2480
 AU2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4317361207(NAD 83)
 AU2480_MARKER: 14 = NAVIGATION LIGHT
 AU2480
 AU2480  HISTORY     - Date     Condition        Report By
 AU2480  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2480
 AU2480                          STATION DESCRIPTION
 AU2480
 AU2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2480'THE STATION IS LOCATED IN THE WESTERN PART OF ATCHAFALAYA
 AU2480'BAY, ABOUT 5.0 MILES NORTH NORTHWEST OF SOUTHWEST REEF LIGHTHOUSE,
 AU2480'ABOUT 3.2 MILES SOUTHEAST OF POINT CHEVREUIL AND 3.2 MILES
 AU2480'SOUTH OF THE NORTH SHORELINE OF THE BAY.  LIGHT ON PLATFORM
 AU2480'ATOP A 4 PILE STRUCTURE.  LIGHT WAS OBSERVED UPON.
 AU2480'
 AU2480'AID NUMBER 7211 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2482 ***********************************************************************
 AU2482  DESIGNATION -  UNITED GAS PIPELINE CO LIGHT C
 AU2482  PID         -  AU2482
 AU2482  STATE/COUNTY-  LA/ST MARY
 AU2482  USGS QUAD   -  
 AU2482
 AU2482                         *CURRENT SURVEY CONTROL
 AU2482  ___________________________________________________________________
 AU2482* NAD 83(1992)-  29 23 17.98315(N)    091 31 52.52923(W)     ADJUSTED  
 AU2482* NAVD 88     -                                                        
 AU2482  ___________________________________________________________________
 AU2482  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU2482  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AU2482
 AU2482  HORZ ORDER  -  THIRD
 AU2482
 AU2482.The horizontal coordinates were established by classical geodetic methods
 AU2482.and adjusted by the National Geodetic Survey in January 1993..
 AU2482
 AU2482
 AU2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2482
 AU2482.The geoid height was determined by GEOID03.
 AU2482
 AU2482;                    North         East     Units Scale Factor Converg.
 AU2482;SPC LA S     -    98,484.632   980,787.296   MT  0.99998248   -0 05 56.3
 AU2482;SPC LA S     -   323,111.66  3,217,799.65   sFT  0.99998248   -0 05 56.3
 AU2482;UTM  15      - 3,251,906.923   642,525.544   MT  0.99985065   +0 43 15.1
 AU2482
 AU2482                          SUPERSEDED SURVEY CONTROL
 AU2482
 AU2482  NAD 83(1986)-  29 23 18.00862(N)    091 31 52.52642(W) AD(       ) 4
 AU2482  NAD 27      -  29 23 17.20900(N)    091 31 52.12300(W) AD(       ) 3
 AU2482
 AU2482.Superseded values are not recommended for survey control.
 AU2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2482.See file dsdata.txt to determine how the superseded data were derived.
 AU2482
 AU2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4252651907(NAD 83)
 AU2482_MARKER: 14 = NAVIGATION LIGHT
 AU2482
 AU2482  HISTORY     - Date     Condition        Report By
 AU2482  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2482
 AU2482                          STATION DESCRIPTION
 AU2482
 AU2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2482'THE STATION IS LOCATED IN THE NORTH EDGE OF THE GULF OF
 AU2482'MEXICO, ABOUT 1.3 MILES SOUTH OF THE CHAIN OF REEFS SEPARATING
 AU2482'THE GULF FROM ATCHAFALAYA BAY AND 1.4 MILES WEST OF SOUTHWEST
 AU2482'REEF LIGHTHOUSE.  LIGHT ON PLATFORM ATOP 4 PILE STRUCTURE.
 AU2482'LIGHT WAS OBSERVED UPON.
 AU2482'
 AU2482'AID NUMBER 7211 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2486 ***********************************************************************
 AU2486  DESIGNATION -  UNITED GAS PIPELINE CO LIGHT D
 AU2486  PID         -  AU2486
 AU2486  STATE/COUNTY-  LA/ST MARY
 AU2486  USGS QUAD   -  
 AU2486
 AU2486                         *CURRENT SURVEY CONTROL
 AU2486  ___________________________________________________________________
 AU2486* NAD 83(1992)-  29 24 58.09775(N)    091 31 42.75110(W)     ADJUSTED  
 AU2486* NAVD 88     -                                                        
 AU2486  ___________________________________________________________________
 AU2486  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AU2486  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AU2486
 AU2486  HORZ ORDER  -  THIRD
 AU2486
 AU2486.The horizontal coordinates were established by classical geodetic methods
 AU2486.and adjusted by the National Geodetic Survey in January 1993..
 AU2486
 AU2486
 AU2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2486
 AU2486.The geoid height was determined by GEOID03.
 AU2486
 AU2486;                    North         East     Units Scale Factor Converg.
 AU2486;SPC LA S     -   101,566.598   981,056.205   MT  0.99997745   -0 05 51.4
 AU2486;SPC LA S     -   333,223.08  3,218,681.90   sFT  0.99997745   -0 05 51.4
 AU2486;UTM  15      - 3,254,992.024   642,750.283   MT  0.99985144   +0 43 22.2
 AU2486
 AU2486                          SUPERSEDED SURVEY CONTROL
 AU2486
 AU2486  NAD 83(1986)-  29 24 58.12298(N)    091 31 42.74813(W) AD(       ) 4
 AU2486  NAD 27      -  29 24 57.32700(N)    091 31 42.34100(W) AD(       ) 3
 AU2486
 AU2486.Superseded values are not recommended for survey control.
 AU2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2486.See file dsdata.txt to determine how the superseded data were derived.
 AU2486
 AU2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4275054992(NAD 83)
 AU2486_MARKER: 14 = NAVIGATION LIGHT
 AU2486
 AU2486  HISTORY     - Date     Condition        Report By
 AU2486  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2486
 AU2486                          STATION DESCRIPTION
 AU2486
 AU2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2486'THE STATION IS LOCATED IN THE WESTERN PART OF ATCHAFALAYA
 AU2486'BAY, ABOUT 2.1 MILES NORTHWEST OF SOUTHWEST REEF LIGHTHOUSE,
 AU2486'ABOUT 6.0 MILES SOUTHEAST OF POINT CHEVREUIL AND 6.4 MILES
 AU2486'SOUTH OF THE NORTH SHORELINE OF THE BAY.  LIGHT ON PLATFORM
 AU2486'ATOP 4 PILE STRUCTURE.  LIGHT WAS OBSERVED UPON.
 AU2486'
 AU2486'AID NUMBER 7211 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2496 ***********************************************************************
 AU2496  DESIGNATION -  UNITED GAS PIPELINE CO LIGHT A
 AU2496  PID         -  AU2496
 AU2496  STATE/COUNTY-  LA/ST MARY
 AU2496  USGS QUAD   -  
 AU2496
 AU2496                         *CURRENT SURVEY CONTROL
 AU2496  ___________________________________________________________________
 AU2496* NAD 83(1992)-  29 20 19.54434(N)    091 32 09.37002(W)     ADJUSTED  
 AU2496* NAVD 88     -                                                        
 AU2496  ___________________________________________________________________
 AU2496  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU2496  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AU2496
 AU2496  HORZ ORDER  -  THIRD
 AU2496
 AU2496.The horizontal coordinates were established by classical geodetic methods
 AU2496.and adjusted by the National Geodetic Survey in January 1993..
 AU2496
 AU2496
 AU2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2496
 AU2496.The geoid height was determined by GEOID03.
 AU2496
 AU2496;                    North         East     Units Scale Factor Converg.
 AU2496;SPC LA S     -    92,991.483   980,323.486   MT  0.99999202   -0 06 04.7
 AU2496;SPC LA S     -   305,089.56  3,216,277.97   sFT  0.99999202   -0 06 04.7
 AU2496;UTM  15      - 3,246,408.458   642,140.382   MT  0.99984930   +0 43 02.9
 AU2496
 AU2496                          SUPERSEDED SURVEY CONTROL
 AU2496
 AU2496  NAD 83(1986)-  29 20 19.57048(N)    091 32 09.36732(W) AD(       ) 4
 AU2496  NAD 27      -  29 20 18.75400(N)    091 32 08.95600(W) AD(       ) 3
 AU2496
 AU2496.Superseded values are not recommended for survey control.
 AU2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2496.See file dsdata.txt to determine how the superseded data were derived.
 AU2496
 AU2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4214046408(NAD 83)
 AU2496_MARKER: 14 = NAVIGATION LIGHT
 AU2496
 AU2496  HISTORY     - Date     Condition        Report By
 AU2496  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2496
 AU2496                          STATION DESCRIPTION
 AU2496
 AU2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2496'THE STATION IS LOCATED IN THE GULF OF MEXICO, ABOUT 4.3
 AU2496'MILES SOUTH OF THE CHAIN OF REEFS SEPARATING THE GULF FROM
 AU2496'ATCHAFALAYA BAY AND 3.5 MILES SOUTHWEST OF SOUTHWEST REEF
 AU2496'LIGHTHOUSE.  LIGHT ON PLATFORM ATOP A 4 PILE STRUCTURE.
 AU2496'LIGHT WAS OBSERVED ON.
 AU2496'
 AU2496'AID NUMBER 7211 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2498 ***********************************************************************
 AU2498  DESIGNATION -  UNITED GAS PIPELINE CO LIGHT B
 AU2498  PID         -  AU2498
 AU2498  STATE/COUNTY-  LA/ST MARY
 AU2498  USGS QUAD   -  
 AU2498
 AU2498                         *CURRENT SURVEY CONTROL
 AU2498  ___________________________________________________________________
 AU2498* NAD 83(1992)-  29 21 45.61249(N)    091 32 01.50291(W)     ADJUSTED  
 AU2498* NAVD 88     -                                                        
 AU2498  ___________________________________________________________________
 AU2498  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU2498  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AU2498
 AU2498  HORZ ORDER  -  THIRD
 AU2498
 AU2498.The horizontal coordinates were established by classical geodetic methods
 AU2498.and adjusted by the National Geodetic Survey in January 1993..
 AU2498
 AU2498
 AU2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2498
 AU2498.The geoid height was determined by GEOID03.
 AU2498
 AU2498;                    North         East     Units Scale Factor Converg.
 AU2498;SPC LA S     -    95,641.059   980,540.354   MT  0.99998733   -0 06 00.8
 AU2498;SPC LA S     -   313,782.37  3,216,989.48   sFT  0.99998733   -0 06 00.8
 AU2498;UTM  15      - 3,249,060.491   642,319.330   MT  0.99984993   +0 43 08.7
 AU2498
 AU2498                          SUPERSEDED SURVEY CONTROL
 AU2498
 AU2498  NAD 83(1986)-  29 21 45.63832(N)    091 32 01.50014(W) AD(       ) 4
 AU2498  NAD 27      -  29 21 44.83000(N)    091 32 01.09100(W) AD(       ) 3
 AU2498
 AU2498.Superseded values are not recommended for survey control.
 AU2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2498.See file dsdata.txt to determine how the superseded data were derived.
 AU2498
 AU2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4231949060(NAD 83)
 AU2498_MARKER: 14 = NAVIGATION LIGHT
 AU2498
 AU2498  HISTORY     - Date     Condition        Report By
 AU2498  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2498
 AU2498                          STATION DESCRIPTION
 AU2498
 AU2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2498'THE STATION IS LOCATED IN THE GULF OF MEXICO, ABOUT 2.6
 AU2498'MILES SOUTH OF THE CHAIN OF REEFS SEPARATING THE GULF FROM
 AU2498'ATCHAFALAYA BAY, AND 2.2 MILES SOUTHWEST OF SOUTHWEST REEF
 AU2498'LIGHTHOUSE.  LIGHT ON PLATFORM ATOP A 4 PILE STRUCTURE.  LIGHT
 AU2498'WAS OBSERVED ON.
 AU2498'
 AU2498'AID NUMBER 7211 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2558 ***********************************************************************
 AU2558  DESIGNATION -  UNITED GAS PIPELINE CO LIGHT G
 AU2558  PID         -  AU2558
 AU2558  STATE/COUNTY-  LA/ST MARY
 AU2558  USGS QUAD   -  POINT CHEVREUIL (1994)
 AU2558
 AU2558                         *CURRENT SURVEY CONTROL
 AU2558  ___________________________________________________________________
 AU2558* NAD 83(1992)-  29 30 00.88174(N)    091 31 14.43858(W)     ADJUSTED  
 AU2558* NAVD 88     -                                                        
 AU2558  ___________________________________________________________________
 AU2558  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AU2558  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU2558
 AU2558  HORZ ORDER  -  THIRD
 AU2558
 AU2558.The horizontal coordinates were established by classical geodetic methods
 AU2558.and adjusted by the National Geodetic Survey in January 1993..
 AU2558
 AU2558
 AU2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2558
 AU2558.The geoid height was determined by GEOID03.
 AU2558
 AU2558;                    North         East     Units Scale Factor Converg.
 AU2558;SPC LA S     -   110,887.701   981,834.655   MT  0.99996365   -0 05 37.2
 AU2558;SPC LA S     -   363,804.07  3,221,235.86   sFT  0.99996365   -0 05 37.2
 AU2558;UTM  15      - 3,264,322.229   643,394.963   MT  0.99985372   +0 43 42.9
 AU2558
 AU2558                          SUPERSEDED SURVEY CONTROL
 AU2558
 AU2558  NAD 83(1986)-  29 30 00.90627(N)    091 31 14.43534(W) AD(       ) 4
 AU2558  NAD 27      -  29 30 00.11800(N)    091 31 14.03500(W) AD(       ) 3
 AU2558
 AU2558.Superseded values are not recommended for survey control.
 AU2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2558.See file dsdata.txt to determine how the superseded data were derived.
 AU2558
 AU2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN4339564322(NAD 83)
 AU2558_MARKER: 14 = NAVIGATION LIGHT
 AU2558
 AU2558  HISTORY     - Date     Condition        Report By
 AU2558  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2558
 AU2558                          STATION DESCRIPTION
 AU2558
 AU2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2558'THE STATION IS LOCATED IN THE WESTERN PART OF ATCHAFALAYA
 AU2558'BAY, ABOUT 6.5 MILES NORTH NORTHWEST OF SOUTHWEST REEF LIGHTHOUSE,
 AU2558'ABOUT 2.1 MILES SOUTHEAST OF POINT CHEVREUIL AND 1.6 MILES
 AU2558'SOUTH OF THE NORTH SHORELINE OF THE BAY.  LIGHT ON PLATFORM
 AU2558'ATOP 4 PILE STRUCTURE.  LIGHT WAS OBSERVED UPON.
 AU2558'
 AU2558'AID NUMBER 7211 IN 1960 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3669 ***********************************************************************
 BJ3669  DESIGNATION -  UPPER
 BJ3669  PID         -  BJ3669
 BJ3669  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3669  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3669
 BJ3669                         *CURRENT SURVEY CONTROL
 BJ3669  ___________________________________________________________________
 BJ3669* NAD 83(1992)-  30 51 50.57503(N)    090 53 05.16729(W)     ADJUSTED  
 BJ3669* NAVD 88     -        78.306  (meters)     256.91   (feet)  ADJUSTED  
 BJ3669  ___________________________________________________________________
 BJ3669  X           -     -84,616.136 (meters)                     COMP
 BJ3669  Y           -  -5,479,129.336 (meters)                     COMP
 BJ3669  Z           -   3,252,990.694 (meters)                     COMP
 BJ3669  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BJ3669  ELLIP HEIGHT-          51.07  (meters)          (02/21/02) GPS OBS
 BJ3669  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3669  DYNAMIC HT  -          78.205 (meters)     256.58  (feet)  COMP
 BJ3669  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BJ3669
 BJ3669  HORZ ORDER  -  FIRST
 BJ3669  VERT ORDER  -  SECOND    CLASS I
 BJ3669  ELLP ORDER  -  FOURTH    CLASS I
 BJ3669
 BJ3669.The horizontal coordinates were established by GPS observations
 BJ3669.and adjusted by the National Geodetic Survey in May 1994..
 BJ3669
 BJ3669.The orthometric height was determined by differential leveling
 BJ3669.and adjusted by the National Geodetic Survey in February 1994..
 BJ3669
 BJ3669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3669
 BJ3669.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3669
 BJ3669.The ellipsoidal height was determined by GPS observations
 BJ3669.and is referenced to NAD 83.
 BJ3669
 BJ3669.The geoid height was determined by GEOID03.
 BJ3669
 BJ3669.The dynamic height is computed by dividing the NAVD 88
 BJ3669.geopotential number by the normal gravity value computed on the
 BJ3669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3669.degrees latitude (g = 980.6199 gals.).
 BJ3669
 BJ3669.The modeled gravity was interpolated from observed gravity values.
 BJ3669
 BJ3669;                    North         East     Units Scale Factor Converg.
 BJ3669;SPC LA S     -   262,135.109 1,042,902.055   MT  1.00003900   +0 13 27.4
 BJ3669;SPC LA S     -   860,021.60  3,421,587.83   sFT  1.00003900   +0 13 27.4
 BJ3669;UTM  15      - 3,416,450.917   702,240.636   MT  1.00010456   +1 05 07.8
 BJ3669
 BJ3669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3669!SPC LA S     -   0.99999198  x   1.00003900  =   1.00003098
 BJ3669!UTM  15      -   0.99999198  x   1.00010456  =   1.00009654
 BJ3669
 BJ3669|---------------------------------------------------------------------|
 BJ3669| PID    Reference Object                     Distance      Geod. Az  |
 BJ3669|                                                           dddmmss.s |
 BJ3669| BJ3668 UPPER RM 1                           15.590 METERS 22521     |
 BJ3669| BJ3671 UPPER AZ MK                         188.001 METERS 27915     |
 BJ3669| BJ3670 UPPER RM 2                           28.350 METERS 29257     |
 BJ3669|---------------------------------------------------------------------|
 BJ3669
 BJ3669                          SUPERSEDED SURVEY CONTROL
 BJ3669
 BJ3669  ELLIP H (05/13/94)   51.15   (m)                       GP(       ) 4 1
 BJ3669  NAD 83(1992)-  30 51 50.57524(N)    090 53 05.16721(W) AD(       ) 1
 BJ3669  ELLIP H (01/21/93)   51.16   (m)                       GP(       ) 4 2
 BJ3669  NAD 83(1986)-  30 51 50.59285(N)    090 53 05.16324(W) AD(       ) 1
 BJ3669  NGVD 29 (06/20/87)   78.32   (m)          257.0    (f) LEVELING    3  
 BJ3669
 BJ3669.Superseded values are not recommended for survey control.
 BJ3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3669.See file dsdata.txt to determine how the superseded data were derived.
 BJ3669
 BJ3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0224116451(NAD 83)
 BJ3669_MARKER: DS = TRIANGULATION STATION DISK
 BJ3669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3669_SP_SET: CONCRETE POST
 BJ3669_STAMPING: UPPER 1985
 BJ3669_MARK LOGO: LADH  
 BJ3669_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3669_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3669+STABILITY: SURFACE MOTION
 BJ3669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3669+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BJ3669
 BJ3669  HISTORY     - Date     Condition        Report By
 BJ3669  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3669  HISTORY     - 1985     GOOD             LADTD
 BJ3669
 BJ3669                          STATION DESCRIPTION
 BJ3669
 BJ3669'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 BJ3669'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 76, T2S,
 BJ3669'R3E.  OWNERSHIP-- INTERNATIONAL PAPER COMPANY, POST OFFICE BOX 17770,
 BJ3669'TRACE TOWN STATION, NATCHEZ, MISSISSIPPI.
 BJ3669'
 BJ3669'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ALONG
 BJ3669'STATE HIGHWAY 10 FOR ABOUT 14.1 KM (8.75 MI) TO THE JUNCTION WITH A
 BJ3669'GRAVEL T-ROAD (RIVER ROAD) ON THE RIGHT, THENCE SOUTH (RIGHT) ON THE
 BJ3669'GRAVEL ROAD FOR 3.4 KM (2.1 MI) TO THE STATION MARK ON THE LEFT AT
 BJ3669'THE JUNCTION OF UPPER CC ROAD.
 BJ3669'
 BJ3669'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3669'DISK STAMPED---UPPER 1985---SET INTO THE TOP OF A ROUND CONCRETE
 BJ3669'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 3 CM (1 INCH) BELOW
 BJ3669'THE GROUND LOCATED 16.6 METERS (54.5 FEET) E FROM THE NORTH-SOUTH
 BJ3669'GRAVEL ROAD, 15.8 METERS (52 FEET) NNE FROM THE REFERENCE MARK NUMBER
 BJ3669'1, 13 METERS (42.5 FEET) ENE FROM A TELEPHONE JUNCTION BOX, AND 1.7
 BJ3669'METERS (5.6 FEET) W FROM A METAL WITNESS POST AND SIGN.
 BJ3669'
 BJ3669'THE UNDERGROUND MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3669'DEVELOPMENT DISK STAMPED---UPPER 1985---SET INTO AN IRREGULAR MASS
 BJ3669'OF CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 BJ3669'
 BJ3669'REFERENCE MARK NO. 1 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3669'DEVELOPMENT DISK STAMPED---UPPER RM 1 1985---SET INTO THE TOP OF A
 BJ3669'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3669'GROUND LOCATED 15.5 METERS (51 FEET) SE FROM THE JUNCTION OF TWO
 BJ3669'GRAVEL ROADS, 5.8 METERS (19 FEET) E FROM THE CENTER OF THE
 BJ3669'NORTH-SOUTH GRAVEL ROAD, 4.9 METERS (16 FEET) S FROM A TELEPHONE
 BJ3669'JUNCTION BOX, AND 1.2 METERS (4 FEET) W FROM A WITNESS POST.
 BJ3669'
 BJ3669'REFERENCE MARK NO. 2 IS A STANDARD LOUISIANA DEPT OF TRANSP AND
 BJ3669'DEVELOPMENT DISK STAMPED---UPPER RM 2 1985---SET INTO THE TOP OF A
 BJ3669'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ3669'GROUND LOCATED 9.3 METERS (30.5 FEET) W FROM THE CENTER OF THE
 BJ3669'NORTH-SOUTH GRAVEL ROAD, 9.3 METERS (30.5 FEET) W FROM THE CENTER OF
 BJ3669'THE EAST-WEST GRAVEL ROAD, 1.5 METERS (5 FEET) NE FROM A POWER POLE,
 BJ3669'AND 0.8 METER (2.5 FEET) SE FROM A WITNESS POST.
 BJ3669'
 BJ3669'AZIMUTH MARK IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3669'DISK STAMPED---UPPER AZ MK 1985---SET INTO THE TOP OF A ROUND
 BJ3669'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3669'LOCATED 76.2 METERS (250 FEET) ENE FROM A POWER POLE NUMBERED
 BJ3669'DN64-23-2, 39.3 METERS (129 FEET) W FROM A POWER POLE NUMBERED
 BJ3669'DN64-23-1, 9.1 METERS (30 FEET) NNW FROM THE CENTER OF A GRAVEL ROAD,
 BJ3669'AND 0.5 METER (1.5 FEET) W FROM A WITNESS POST.
 BJ3669'
 BJ3669'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ON THE
 BJ3669'EAST-WEST GRAVEL ROAD FOR 0.2 KM (0.15 MI) TO THE AZIMUTH MARK SET ON
 BJ3669'THE RIGHT NEAR A POWER POLE.
 BJ3669
 BJ3669                          STATION RECOVERY (1985)
 BJ3669
 BJ3669'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3669'17.4 KM (10.8 MI) EAST FROM CLINTON.
 BJ3669'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3669'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3669'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 3.4 KM (2.1 MI) TO
 BJ3669'THE BENCH MARK ON THE LEFT AT THE JUNCTION OF UPPER CC ROAD,
 BJ3669'16.6 METERS (54.5 FT) EAST OF THE NORTH-SOUTH GRAVEL ROAD, 15.8 METERS
 BJ3669'(52 FT) NORTH-NORTHEAST OF REFERENCE MARK R M 1, AND 13 METERS
 BJ3669'(42.5 FT) EAST-NORTHEAST OF A TELEPHONE JUNCTION BOX.
 BJ3669'THE MARK IS 1.68 METERS  W FROM A WITNESS POST.
 BJ3669'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3671 ***********************************************************************
 BJ3671  DESIGNATION -  UPPER AZ MK
 BJ3671  PID         -  BJ3671
 BJ3671  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3671  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3671
 BJ3671                         *CURRENT SURVEY CONTROL
 BJ3671  ___________________________________________________________________
 BJ3671* NAD 83(1992)-  30 51 51.55632(N)    090 53 12.15188(W)     ADJUSTED  
 BJ3671* NAVD 88     -        80.194  (meters)     263.10   (feet)  ADJUSTED  
 BJ3671  ___________________________________________________________________
 BJ3671  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ3671  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3671  DYNAMIC HT  -          80.090 (meters)     262.76  (feet)  COMP
 BJ3671  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BJ3671
 BJ3671  HORZ ORDER  -  SECOND
 BJ3671  VERT ORDER  -  SECOND    CLASS I
 BJ3671
 BJ3671.The horizontal coordinates were established by classical geodetic methods
 BJ3671.and adjusted by the National Geodetic Survey in May 1994..
 BJ3671
 BJ3671.The orthometric height was determined by differential leveling
 BJ3671.and adjusted by the National Geodetic Survey in February 1994..
 BJ3671
 BJ3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3671
 BJ3671.The geoid height was determined by GEOID03.
 BJ3671
 BJ3671.The dynamic height is computed by dividing the NAVD 88
 BJ3671.geopotential number by the normal gravity value computed on the
 BJ3671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3671.degrees latitude (g = 980.6199 gals.).
 BJ3671
 BJ3671.The modeled gravity was interpolated from observed gravity values.
 BJ3671
 BJ3671;                    North         East     Units Scale Factor Converg.
 BJ3671;SPC LA S     -   262,164.605 1,042,716.375   MT  1.00003907   +0 13 23.9
 BJ3671;SPC LA S     -   860,118.37  3,420,978.64   sFT  1.00003907   +0 13 23.9
 BJ3671;UTM  15      - 3,416,477.621   702,054.522   MT  1.00010363   +1 05 04.2
 BJ3671
 BJ3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3671!SPC LA S     -   0.99999169  x   1.00003907  =   1.00003075
 BJ3671!UTM  15      -   0.99999169  x   1.00010363  =   1.00009531
 BJ3671
 BJ3671                          SUPERSEDED SURVEY CONTROL
 BJ3671
 BJ3671  NAD 83(1992)-  30 51 51.55651(N)    090 53 12.15165(W) AD(       ) 2
 BJ3671  NAD 83(1986)-  30 51 51.57412(N)    090 53 12.14769(W) AD(       ) 2
 BJ3671  NGVD 29 (06/20/87)   80.21   (m)          263.2    (f) LEVELING    3  
 BJ3671
 BJ3671.Superseded values are not recommended for survey control.
 BJ3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3671.See file dsdata.txt to determine how the superseded data were derived.
 BJ3671
 BJ3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0205516478(NAD 83)
 BJ3671_MARKER: DZ = AZIMUTH MARK DISK
 BJ3671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3671_SP_SET: CONCRETE POST
 BJ3671_STAMPING: UPPER AZ MK 1985
 BJ3671_MARK LOGO: LADH  
 BJ3671_PROJECTION: FLUSH
 BJ3671_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ3671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3671+STABILITY: SURFACE MOTION
 BJ3671
 BJ3671  HISTORY     - Date     Condition        Report By
 BJ3671  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3671  HISTORY     - 1985     GOOD             LADTD
 BJ3671
 BJ3671                          STATION DESCRIPTION
 BJ3671
 BJ3671'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 BJ3671'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 76, T2S,
 BJ3671'R3E.  OWNERSHIP-- INTERNATIONAL PAPER COMPANY, POST OFFICE BOX 17770,
 BJ3671'TRACE TOWN STATION NATCHEZ, MISSISSIPPI 39120.
 BJ3671'
 BJ3671'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO EAST ALONG
 BJ3671'STATE HIGHWAY 10 FOR ABOUT 14.1 KM (8.75 MI) TO THE JUNCTION WITH A
 BJ3671'GRAVEL T-ROAD (RIVER ROAD) ON THE RIGHT, THENCE SOUTH (RIGHT) ON THE
 BJ3671'GRAVEL ROAD FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF RIVER ROAD AND
 BJ3671'UPPER CC ROAD, THENCE RIGHT (WEST) ON UPPER CC ROAD FOR 0.2 KM (0.15
 BJ3671'MI) TO STATION MARK ON RIGHT.
 BJ3671'
 BJ3671'THE STATION IS A STANDARD LOUISIANA DEPT OF TRANSP AND DEVELOPMENT
 BJ3671'DISK STAMPED---UPPER AZ MK 1985---SET INTO THE TOP OF A ROUND
 BJ3671'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ3671'LOCATED 76.2 METERS (250 FEET) ENE FROM A POWER POLE NUMBERED
 BJ3671'DN64-23-2, 39.3 METERS (129 FEET) W FROM A POWER POLE NUMBERED
 BJ3671'DN64-23-1, 9.1 METERS (30 FEET) NNW FROM THE CENTER OF A GRAVEL ROAD,
 BJ3671'AND 0.5 METER (1.5 FEET) W FROM A WITNESS POST.
 BJ3671
 BJ3671                          STATION RECOVERY (1985)
 BJ3671
 BJ3671'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ3671'17.7 KM (11 MI) EAST FROM CLINTON.
 BJ3671'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3671'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3671'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 3.4 KM (2.1 MI) TO
 BJ3671'THE JUNCTION WITH ANOTHER GRAVEL T-ROAD (UPPER CC ROAD) ON THE RIGHT,
 BJ3671'THENCE WEST (RIGHT) ON THE GRAVEL ROAD FOR 0.2 KM (0.15 MI) TO THE
 BJ3671'AZIMUTH MARK ON THE RIGHT, 76.2 METERS (250 FT) EAST-NORTHEAST OF
 BJ3671'POWER POLE NUMBER DN64-23-2, 39.3 METERS (129 FT) WEST OF POWER POLE
 BJ3671'NUMBER DN64-23-1, AND 9.1 METERS (30 FT) NORTH-NORTHWEST OF THE CENTER
 BJ3671'OF THE GRAVEL ROAD
 BJ3671'THE MARK IS 0.76 METERS  SE FROM A WITNESS POST.
 BJ3671'THE MARK IS 0.91 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3668 ***********************************************************************
 BJ3668  DESIGNATION -  UPPER RM 1
 BJ3668  PID         -  BJ3668
 BJ3668  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3668  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3668
 BJ3668                         *CURRENT SURVEY CONTROL
 BJ3668  ___________________________________________________________________
 BJ3668* NAD 83(1986)-  30 51 51.     (N)    090 53 04.     (W)     SCALED    
 BJ3668* NAVD 88     -        78.622  (meters)     257.95   (feet)  ADJUSTED  
 BJ3668  ___________________________________________________________________
 BJ3668  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3668  DYNAMIC HT  -          78.520 (meters)     257.61  (feet)  COMP
 BJ3668  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BJ3668
 BJ3668  VERT ORDER  -  SECOND    CLASS I
 BJ3668
 BJ3668.The horizontal coordinates were scaled from a topographic map and have
 BJ3668.an estimated accuracy of +/- 6 seconds.
 BJ3668
 BJ3668.The orthometric height was determined by differential leveling
 BJ3668.and adjusted by the National Geodetic Survey in February 1994..
 BJ3668
 BJ3668.The geoid height was determined by GEOID03.
 BJ3668
 BJ3668.The dynamic height is computed by dividing the NAVD 88
 BJ3668.geopotential number by the normal gravity value computed on the
 BJ3668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3668.degrees latitude (g = 980.6199 gals.).
 BJ3668
 BJ3668.The modeled gravity was interpolated from observed gravity values.
 BJ3668
 BJ3668;                    North         East    Units  Estimated Accuracy
 BJ3668;SPC LA S     -   262,150.    1,042,930.      MT  (+/- 180 meters Scaled)
 BJ3668
 BJ3668                          SUPERSEDED SURVEY CONTROL
 BJ3668
 BJ3668.No superseded survey control is available for this station.
 BJ3668
 BJ3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ022164(NAD 83)
 BJ3668_MARKER: DR = REFERENCE MARK DISK
 BJ3668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3668_SP_SET: CONCRETE POST
 BJ3668_STAMPING: UPPER RM 1 1985
 BJ3668_MARK LOGO: LADH  
 BJ3668_PROJECTION: FLUSH
 BJ3668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3668+STABILITY: SURFACE MOTION
 BJ3668
 BJ3668  HISTORY     - Date     Condition        Report By
 BJ3668  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3668  HISTORY     - 1985     GOOD             LADTD
 BJ3668
 BJ3668                          STATION DESCRIPTION
 BJ3668
 BJ3668'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3668'17.4 KM (10.8 MI) EAST FROM CLINTON.
 BJ3668'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3668'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3668'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 3.4 KM (2.1 MI) TO
 BJ3668'THE JUNCTION WITH ANOTHER GRAVEL T-ROAD (UPPER CC ROAD) ON THE RIGHT
 BJ3668'WITH THE BENCH MARK ON THE LEFT OF THE JUNCTION, 15.8 METERS (52 FT)
 BJ3668'SOUTH-SOUTHWEST OF THE STATION MARK, 15.5 METERS (51 FT) SOUTHEAST OF
 BJ3668'THE JUNCTION OF THE TWO GRAVEL ROADS, 5.8 METERS (19 FT) EAST OF THE
 BJ3668'CENTER OF THE NORTH-SOUTH GRAVEL ROAD, AND 4.9 METERS (16 FT) SOUTH OF
 BJ3668'A TELEPHONE JUNCTION BOX.
 BJ3668'THE MARK IS 1.22 METERS  W FROM A WITNESS POST.
 BJ3668'THE MARK IS 0.30 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3670 ***********************************************************************
 BJ3670  DESIGNATION -  UPPER RM 2
 BJ3670  PID         -  BJ3670
 BJ3670  STATE/COUNTY-  LA/EAST FELICIANA
 BJ3670  USGS QUAD   -  BLUFF CREEK (1984)
 BJ3670
 BJ3670                         *CURRENT SURVEY CONTROL
 BJ3670  ___________________________________________________________________
 BJ3670* NAD 83(1986)-  30 51 51.     (N)    090 53 04.     (W)     SCALED    
 BJ3670* NAVD 88     -        78.959  (meters)     259.05   (feet)  ADJUSTED  
 BJ3670  ___________________________________________________________________
 BJ3670  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3670  DYNAMIC HT  -          78.857 (meters)     258.72  (feet)  COMP
 BJ3670  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BJ3670
 BJ3670  VERT ORDER  -  SECOND    CLASS I
 BJ3670
 BJ3670.The horizontal coordinates were scaled from a topographic map and have
 BJ3670.an estimated accuracy of +/- 6 seconds.
 BJ3670
 BJ3670.The orthometric height was determined by differential leveling
 BJ3670.and adjusted by the National Geodetic Survey in February 1994..
 BJ3670
 BJ3670.The geoid height was determined by GEOID03.
 BJ3670
 BJ3670.The dynamic height is computed by dividing the NAVD 88
 BJ3670.geopotential number by the normal gravity value computed on the
 BJ3670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3670.degrees latitude (g = 980.6199 gals.).
 BJ3670
 BJ3670.The modeled gravity was interpolated from observed gravity values.
 BJ3670
 BJ3670;                    North         East    Units  Estimated Accuracy
 BJ3670;SPC LA S     -   262,150.    1,042,930.      MT  (+/- 180 meters Scaled)
 BJ3670
 BJ3670                          SUPERSEDED SURVEY CONTROL
 BJ3670
 BJ3670.No superseded survey control is available for this station.
 BJ3670
 BJ3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ022164(NAD 83)
 BJ3670_MARKER: DR = REFERENCE MARK DISK
 BJ3670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3670_SP_SET: CONCRETE POST
 BJ3670_STAMPING: UPPER RM 2 1985
 BJ3670_MARK LOGO: LADH  
 BJ3670_PROJECTION: FLUSH
 BJ3670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3670+STABILITY: SURFACE MOTION
 BJ3670
 BJ3670  HISTORY     - Date     Condition        Report By
 BJ3670  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3670  HISTORY     - 1985     GOOD             LADTD
 BJ3670
 BJ3670                          STATION DESCRIPTION
 BJ3670
 BJ3670'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ3670'17.4 KM (10.8 MI) EAST FROM CLINTON.
 BJ3670'ABOUT 14.1 KM (8.75 MI) EAST ON STATE HIGHWAY 10 FROM THE COURTHOUSE
 BJ3670'IN CLINTON TO THE JUNCTION WITH A GRAVEL T-ROAD (RIVER ROAD) ON THE
 BJ3670'RIGHT, THENCE SOUTH (RIGHT) ON THE GRAVEL ROAD FOR 3.4 KM (2.1 MI) TO
 BJ3670'THE JUNCTION WITH ANOTHER GRAVEL T-ROAD (UPPER CC ROAD) ON THE RIGHT
 BJ3670'WITH THE REFERENCE MARK ON THE RIGHT NEAR A POWER POLE, 9.3 METERS
 BJ3670'(30.5 FT) WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD,
 BJ3670'9.3 METERS (30.5 FT) NORTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD,
 BJ3670'AND 1.5 METERS (5 FT) NORTHEAST OF A POWER POLE.
 BJ3670'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 BJ3670'THE MARK IS 0.91 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2912 ***********************************************************************
 AU2912  DESIGNATION -  UPT 1934
 AU2912  PID         -  AU2912
 AU2912  STATE/COUNTY-  LA/JEFFERSON
 AU2912  USGS QUAD   -  BAY DOSGRIS (1994)
 AU2912
 AU2912                         *CURRENT SURVEY CONTROL
 AU2912  ___________________________________________________________________
 AU2912* NAD 83(1992)-  29 29 16.23496(N)    090 04 23.68800(W)     ADJUSTED  
 AU2912* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2912  **This station is located in a subsidence area (see below).
 AU2912  ___________________________________________________________________
 AU2912  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AU2912  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AU2912
 AU2912  HORZ ORDER  -  THIRD
 AU2912
 AU2912.The horizontal coordinates were established by classical geodetic methods
 AU2912.and adjusted by the National Geodetic Survey in January 1993..
 AU2912
 AU2912 ** The orthometric height has not been validated since last determined
 AU2912 ** by differential leveling and should not be used for control purposes.
 AU2912 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2912 ** area with valid NAVD 88 orthometric heights.
 AU2912 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2912 ** epoch indicated which incorporates improved geoid heights for the
 AU2912 ** Southern Louisiana Subsidence area.
 AU2912 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2912.The orthometric height was scaled from a topographic map.
 AU2912
 AU2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2912
 AU2912.The geoid height was determined by GEOID03.
 AU2912
 AU2912;                    North         East     Units Scale Factor Converg.
 AU2912;SPC LA S     -   110,170.092 1,122,193.842   MT  0.99996555   +0 37 48.2
 AU2912;SPC LA S     -   361,449.71  3,681,730.96   sFT  0.99996555   +0 37 48.2
 AU2912;UTM  15      - 3,265,606.122   783,780.820   MT  1.00059380   +1 26 29.9
 AU2912;UTM  16      - 3,265,972.730   202,008.143   MT  1.00069585   -1 30 50.0
 AU2912
 AU2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2912!SPC LA S     -   1.00000388  x   0.99996555  =   0.99996943
 AU2912!UTM  15      -   1.00000388  x   1.00059380  =   1.00059768
 AU2912!UTM  16      -   1.00000388  x   1.00069585  =   1.00069973
 AU2912
 AU2912                          SUPERSEDED SURVEY CONTROL
 AU2912
 AU2912  NAD 83(1986)-  29 29 16.24943(N)    090 04 23.69425(W) AD(       ) 3
 AU2912  NAD 27      -  29 29 15.46500(N)    090 04 23.42900(W) AD(       ) 3
 AU2912
 AU2912.Superseded values are not recommended for survey control.
 AU2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2912.See file dsdata.txt to determine how the superseded data were derived.
 AU2912
 AU2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8378165606(NAD 83)
 AU2912_MARKER: DD = SURVEY DISK
 AU2912_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2912_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2912
 AU2912  HISTORY     - Date     Condition        Report By
 AU2912  HISTORY     - 1934     MONUMENTED       CGS
 AU2912  HISTORY     - 1952     GOOD             CGS
 AU2912
 AU2912                          STATION DESCRIPTION
 AU2912
 AU2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2912'STATION IS SITUATED ON A POINT ON THE E SIDE OF BAY DOBRE AT
 AU2912'THE N SIDE OF THE MOUTH OF BAYOU DOBRE.  THE STATION IS 30
 AU2912'METERS FROM THE END OF THE POINT AND 15 METERS E OF THE
 AU2912'HIGH-WATER MARK OF BAY DOBRE.
 AU2912'
 AU2912'STATION MARK IS A STANDARD HYDROGRAPHIC DISK SET IN CONCRETE
 AU2912'AT THE TOP OF A TILE, WHICH IS FASTENED BY MEANS OF CONCRETE
 AU2912'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2912
 AU2912                          STATION RECOVERY (1952)
 AU2912
 AU2912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2912'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION
 AU2912'IS NOW ON THE TIP OF THE POINT OF LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2566 ***********************************************************************
 BX2566  DESIGNATION -  URANIA LUMBER CO WATER TANK
 BX2566  PID         -  BX2566
 BX2566  STATE/COUNTY-  LA/LA SALLE
 BX2566  USGS QUAD   -  TULLOS (1984)
 BX2566
 BX2566                         *CURRENT SURVEY CONTROL
 BX2566  ___________________________________________________________________
 BX2566* NAD 83(1992)-  31 51 36.49319(N)    092 17 53.66861(W)     ADJUSTED  
 BX2566* NAVD 88     -                                                        
 BX2566  ___________________________________________________________________
 BX2566  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BX2566  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX2566
 BX2566  HORZ ORDER  -  THIRD
 BX2566
 BX2566.The horizontal coordinates were established by classical geodetic methods
 BX2566.and adjusted by the National Geodetic Survey in January 1993..
 BX2566
 BX2566
 BX2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2566
 BX2566.The geoid height was determined by GEOID03.
 BX2566
 BX2566;                    North         East     Units Scale Factor Converg.
 BX2566;SPC LA N     -   150,822.724 1,019,092.069   MT  0.99991524   +0 06 24.0
 BX2566;SPC LA N     -   494,824.22  3,343,471.23   sFT  0.99991524   +0 06 24.0
 BX2566;UTM  15      - 3,525,147.708   566,386.024   MT  0.99965435   +0 22 13.6
 BX2566
 BX2566                          SUPERSEDED SURVEY CONTROL
 BX2566
 BX2566  NAD 83(1986)-  31 51 36.50771(N)    092 17 53.66068(W) AD(       ) 4
 BX2566  NAD 27      -  31 51 35.90270(N)    092 17 53.15768(W) AD(       ) 3
 BX2566
 BX2566.Superseded values are not recommended for survey control.
 BX2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2566.See file dsdata.txt to determine how the superseded data were derived.
 BX2566
 BX2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR6638625148(NAD 83)
 BX2566_MARKER: 53 = ELEVATED TANK
 BX2566
 BX2566  HISTORY     - Date     Condition        Report By
 BX2566  HISTORY     - 1941     FIRST OBSERVED   CGS
 BX2566
 BX2566                          STATION DESCRIPTION
 BX2566
 BX2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2566'STATION IS IN THE S PART OF THE VILLAGE OF URANIA, IN SEC. 7,
 BX2566'T. 10, R. 2 E., ON LAND OWNED BY THE URANIA LUMBER COMPANY,
 BX2566'ABOUT 50 YARDS SE OF DRY KILN BUILDING AND 50 YARDS SW OF
 BX2566'POWER PLANT.
 BX2566'
 BX2566'THE TANK AND 4-LEG TRUSSWORK SUPPORTING TOWER ARE OF STEEL
 BX2566'CONSTRUCTION, PAINTED WHITE AND ABOUT 128 FEET HIGH.  THE
 BX2566'TANK HAS A PIPE PROJECTING UPWARD ABOUT 2 FEET AT THE CENTER
 BX2566'OF THE CONICAL ROOF.  IT WAS BUILT ABOUT 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0949 ***********************************************************************
 AT0949  DESIGNATION -  US ARMY ENG SURVEY TOWER 4
 AT0949  PID         -  AT0949
 AT0949  STATE/COUNTY-  LA/PLAQUEMINES
 AT0949  USGS QUAD   -  MAIN PASS (1971)
 AT0949
 AT0949                         *CURRENT SURVEY CONTROL
 AT0949  ___________________________________________________________________
 AT0949* NAD 83(1992)-  29 31 17.85118(N)    089 10 00.66108(W)     ADJUSTED  
 AT0949* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AT0949  ___________________________________________________________________
 AT0949  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AT0949  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AT0949
 AT0949  HORZ ORDER  -  THIRD
 AT0949
 AT0949.The horizontal coordinates were established by classical geodetic methods
 AT0949.and adjusted by the National Geodetic Survey in May 1994..
 AT0949
 AT0949.The orthometric height was scaled from a topographic map.
 AT0949
 AT0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0949
 AT0949.The geoid height was determined by GEOID03.
 AT0949
 AT0949;                    North         East     Units Scale Factor Converg.
 AT0949;SPC LA S     -   115,228.007 1,210,010.354   MT  0.99996049   +1 04 59.8
 AT0949;SPC LA S     -   378,043.89  3,969,842.30   sFT  0.99996049   +1 04 59.8
 AT0949;UTM  16      - 3,267,736.857   289,991.317   MT  1.00014422   -1 04 05.2
 AT0949
 AT0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0949!SPC LA S     -   1.00000295  x   0.99996049  =   0.99996344
 AT0949!UTM  16      -   1.00000295  x   1.00014422  =   1.00014717
 AT0949
 AT0949                          SUPERSEDED SURVEY CONTROL
 AT0949
 AT0949  NAD 83(1992)-  29 31 17.85721(N)    089 10 00.66011(W) AD(       ) 4
 AT0949  NAD 83(1986)-  29 31 17.85982(N)    089 10 00.66579(W) AD(       ) 4
 AT0949  NAD 27      -  29 31 17.10800(N)    089 10 00.49900(W) AD(       ) 3
 AT0949
 AT0949.Superseded values are not recommended for survey control.
 AT0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0949.See file dsdata.txt to determine how the superseded data were derived.
 AT0949
 AT0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT8999167737(NAD 83)
 AT0949_MARKER: H = DRILL HOLE
 AT0949_SETTING: 0 = UNSPECIFIED SETTING
 AT0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0949
 AT0949  HISTORY     - Date     Condition        Report By
 AT0949  HISTORY     - 1963     MONUMENTED       USE
 AT0949
 AT0949                          STATION DESCRIPTION
 AT0949
 AT0949'DESCRIBED BY US ENGINEERS 1963 (CKT)
 AT0949'US ARMY
 AT0949'ENGINEERS SURVEY TOWER NO 4
 AT0949'STATION
 AT0949'IS LOCATED IN THE GULF OF MEXICO, IN THE BRETON SOUND AREA,
 AT0949'ABOUT 4 MILES WEST OF THE
 AT0949'SOUTHWEST END OF GRAND GOSIER ISLAND AND
 AT0949'ABOUT 2 MILES NORTH OF THE NORTHEAST END OF
 AT0949'BRETON ISLAND.  STATION
 AT0949'MARK IS A PUNCH HOLE IN THE CENTER OF A CHISELED TRIANGLE,
 AT0949'NEAR THE CENTER
 AT0949'OF THE STEEL DECK OF A SMALL PLATFORM AND IS UNSTAMPED.  THE
 AT0949'STEEL DECK IS ABOUT 12
 AT0949'FEET IN DIAMETER WITH A RAIL AROUND THE OUTER
 AT0949'EDGE, IT IS ABOUT 20 FEET ABOVE THE WATER
 AT0949'AND IS SUPPORTED BY 3 STEEL
 AT0949'LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2649 ***********************************************************************
 AU2649  DESIGNATION -  US PUBLIC HEALTH SERV HOSP STK
 AU2649  PID         -  AU2649
 AU2649  STATE/COUNTY-  LA/ORLEANS
 AU2649  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2649
 AU2649                         *CURRENT SURVEY CONTROL
 AU2649  ___________________________________________________________________
 AU2649* NAD 83(1992)-  29 55 04.20829(N)    090 07 29.42945(W)     ADJUSTED  
 AU2649* NAVD 88     -                                                        
 AU2649  **This station is located in a subsidence area (see below).
 AU2649  ___________________________________________________________________
 AU2649  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2649  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU2649
 AU2649  HORZ ORDER  -  THIRD
 AU2649
 AU2649.The horizontal coordinates were established by classical geodetic methods
 AU2649.and adjusted by the National Geodetic Survey in January 1993..
 AU2649
 AU2649 ** The orthometric height has not been validated since last determined
 AU2649 ** by differential leveling and should not be used for control purposes.
 AU2649 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2649 ** area with valid NAVD 88 orthometric heights.
 AU2649 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2649 ** epoch indicated which incorporates improved geoid heights for the
 AU2649 ** Southern Louisiana Subsidence area.
 AU2649 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2649
 AU2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2649
 AU2649.The geoid height was determined by GEOID03.
 AU2649
 AU2649;                    North         East     Units Scale Factor Converg.
 AU2649;SPC LA S     -   157,774.345 1,116,688.109   MT  0.99992679   +0 36 15.3
 AU2649;SPC LA S     -   517,631.33  3,663,667.57   sFT  0.99992679   +0 36 15.3
 AU2649;UTM  15      - 3,313,156.552   777,589.496   MT  1.00055082   +1 26 05.7
 AU2649
 AU2649                          SUPERSEDED SURVEY CONTROL
 AU2649
 AU2649  NAD 83(1986)-  29 55 04.22360(N)    090 07 29.42914(W) AD(       ) 4
 AU2649  NAD 27      -  29 55 03.48587(N)    090 07 29.16307(W) AD(       ) 3
 AU2649
 AU2649.Superseded values are not recommended for survey control.
 AU2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2649.See file dsdata.txt to determine how the superseded data were derived.
 AU2649
 AU2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7758913157(NAD 83)
 AU2649_MARKER: 63 = STACK
 AU2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2649+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AU2649
 AU2649  HISTORY     - Date     Condition        Report By
 AU2649  HISTORY     - 1966     FIRST OBSERVED   CGS
 AU2649  HISTORY     - 20030506 GOOD             USPSQD
 AU2649
 AU2649                          STATION DESCRIPTION
 AU2649
 AU2649'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1817 ***********************************************************************
 CQ1817  DESIGNATION -  USDA PECAN CAP
 CQ1817  PID         -  CQ1817
 CQ1817  STATE/COUNTY-  LA/CADDO
 CQ1817  USGS QUAD   -  WALLACE LAKE (1992)
 CQ1817
 CQ1817                         *CURRENT SURVEY CONTROL
 CQ1817  ___________________________________________________________________
 CQ1817* NAD 83(1986)-  32 21 43.     (N)    093 38 36.     (W)     SCALED    
 CQ1817* NAVD 88     -        46.978  (meters)     154.13   (feet)  ADJUSTED  
 CQ1817  ___________________________________________________________________
 CQ1817  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CQ1817  DYNAMIC HT  -          46.925 (meters)     153.95  (feet)  COMP
 CQ1817  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 CQ1817
 CQ1817  VERT ORDER  -  FIRST     CLASS I
 CQ1817
 CQ1817.The horizontal coordinates were scaled from a topographic map and have
 CQ1817.an estimated accuracy of +/- 6 seconds.
 CQ1817
 CQ1817.The orthometric height was determined by differential leveling
 CQ1817.and adjusted by the National Geodetic Survey in February 1994..
 CQ1817
 CQ1817.The geoid height was determined by GEOID03.
 CQ1817
 CQ1817.The dynamic height is computed by dividing the NAVD 88
 CQ1817.geopotential number by the normal gravity value computed on the
 CQ1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1817.degrees latitude (g = 980.6199 gals.).
 CQ1817
 CQ1817.The modeled gravity was interpolated from observed gravity values.
 CQ1817
 CQ1817;                    North         East    Units  Estimated Accuracy
 CQ1817;SPC LA N     -   207,010.      892,400.      MT  (+/- 180 meters Scaled)
 CQ1817
 CQ1817                          SUPERSEDED SURVEY CONTROL
 CQ1817
 CQ1817  NAVD 88 (06/15/91)   46.982  (m)          154.14   (f) UNKNOWN     1 1
 CQ1817  NGVD 29 (??/??/??)   47.042  (m)          154.34   (f) ADJUSTED    1 1
 CQ1817
 CQ1817.Superseded values are not recommended for survey control.
 CQ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1817.See file dsdata.txt to determine how the superseded data were derived.
 CQ1817
 CQ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR394807(NAD 83)
 CQ1817_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1817_SP_SET: PIPE
 CQ1817_STAMPING: P.R.P. P.B.M. U.S.D.A. PECAN
 CQ1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1817
 CQ1817  HISTORY     - Date     Condition        Report By
 CQ1817  HISTORY     - 1969     MONUMENTED       DOD
 CQ1817  HISTORY     - 1969     GOOD             CGS
 CQ1817  HISTORY     - 1977     GOOD             NGS
 CQ1817  HISTORY     - 1989     GOOD             USPSQD
 CQ1817
 CQ1817                          STATION DESCRIPTION
 CQ1817
 CQ1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1817'8.05 MI SE FROM SHREVEPORT.
 CQ1817'ABOUT 8.05 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1817'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 30,
 CQ1817'T 16 N, R 12 W, 70 YARDS SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CQ1817'116 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TEXAS AND PACIFIC
 CQ1817'RAILROAD, 140 FEET NORTH OF THE NORTH CORNER OF A LABORATORY BUILDING
 CQ1817'AT THE U.S. DEPARTMENT OF AGRICULTURE, 41 FEET SOUTHEAST OF THE CENTER
 CQ1817'LINE OF ROBSON ROAD, 47 1/2 FEET NORTH OF A 34-INCH PECAN TREE, 4 FEET
 CQ1817'SOUTH OF A CORNER FENCE POST, ABOUT LEVEL WITH ROBSON ROAD, A U.S.
 CQ1817'ENGINEERS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES
 CQ1817'ABOVE THE SURFACE OF THE GROUND.
 CQ1817
 CQ1817                          STATION RECOVERY (1977)
 CQ1817
 CQ1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1817'RECOVERED IN GOOD CONDITION.
 CQ1817
 CQ1817                          STATION RECOVERY (1989)
 CQ1817
 CQ1817'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2666 ***********************************************************************
 CQ2666  DESIGNATION -  USE BENCH MARK 1952
 CQ2666  PID         -  CQ2666
 CQ2666  STATE/COUNTY-  LA/OUACHITA
 CQ2666  USGS QUAD   -  MONROE NORTH (1994)
 CQ2666
 CQ2666                         *CURRENT SURVEY CONTROL
 CQ2666  ___________________________________________________________________
 CQ2666* NAD 83(1992)-  32 33 11.24241(N)    092 07 23.86778(W)     ADJUSTED  
 CQ2666* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 CQ2666  ___________________________________________________________________
 CQ2666  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CQ2666  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2666
 CQ2666  HORZ ORDER  -  SECOND
 CQ2666
 CQ2666.The horizontal coordinates were established by classical geodetic methods
 CQ2666.and adjusted by the National Geodetic Survey in January 1993..
 CQ2666
 CQ2666.The orthometric height was scaled from a topographic map.
 CQ2666
 CQ2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2666
 CQ2666.The geoid height was determined by GEOID03.
 CQ2666
 CQ2666;                    North         East     Units Scale Factor Converg.
 CQ2666;SPC LA N     -   227,706.841 1,035,379.621   MT  0.99997608   +0 11 57.0
 CQ2666;SPC LA N     -   747,068.19  3,396,907.97   sFT  0.99997608   +0 11 57.0
 CQ2666;UTM  15      - 3,602,086.736   582,309.702   MT  0.99968354   +0 28 18.4
 CQ2666
 CQ2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2666!SPC LA N     -   1.00000047  x   0.99997608  =   0.99997655
 CQ2666!UTM  15      -   1.00000047  x   0.99968354  =   0.99968401
 CQ2666
 CQ2666                          SUPERSEDED SURVEY CONTROL
 CQ2666
 CQ2666  NAD 83(1986)-  32 33 11.25548(N)    092 07 23.86013(W) AD(       ) 2
 CQ2666  NAD 27      -  32 33 10.74000(N)    092 07 23.37700(W) AD(       ) 2
 CQ2666
 CQ2666.Superseded values are not recommended for survey control.
 CQ2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2666.See file dsdata.txt to determine how the superseded data were derived.
 CQ2666
 CQ2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8231002087(NAD 83)
 CQ2666_MARKER: P = PIPE CAP
 CQ2666_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 CQ2666_SP_SET: OBJECT IMBEDDED IN GROUND
 CQ2666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2666
 CQ2666  HISTORY     - Date     Condition        Report By
 CQ2666  HISTORY     - 1952     MONUMENTED       USE
 CQ2666
 CQ2666                          STATION DESCRIPTION
 CQ2666
 CQ2666'DESCRIBED BY US ENGINEERS 1952
 CQ2666'SEE STATION COLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1014 ***********************************************************************
 AT1014  DESIGNATION -  USE SURVEY TOWER 5
 AT1014  PID         -  AT1014
 AT1014  STATE/COUNTY-  LA/PLAQUEMINES
 AT1014  USGS QUAD   -  BRETON ISLANDS (1993)
 AT1014
 AT1014                         *CURRENT SURVEY CONTROL
 AT1014  ___________________________________________________________________
 AT1014* NAD 83(1992)-  29 29 38.21803(N)    089 07 38.83389(W)     ADJUSTED  
 AT1014* NAVD 88     -                                                        
 AT1014  ___________________________________________________________________
 AT1014  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AT1014  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AT1014
 AT1014  HORZ ORDER  -  THIRD
 AT1014
 AT1014.The horizontal coordinates were established by classical geodetic methods
 AT1014.and adjusted by the National Geodetic Survey in January 1993..
 AT1014
 AT1014
 AT1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1014
 AT1014.The geoid height was determined by GEOID03.
 AT1014
 AT1014;                    North         East     Units Scale Factor Converg.
 AT1014;SPC LA S     -   112,233.840 1,213,887.872   MT  0.99996461   +1 06 10.7
 AT1014;SPC LA S     -   368,220.52  3,982,563.79   sFT  0.99996461   +1 06 10.7
 AT1014;UTM  16      - 3,264,598.720   293,754.365   MT  1.00012489   -1 02 52.0
 AT1014
 AT1014                          SUPERSEDED SURVEY CONTROL
 AT1014
 AT1014  NAD 83(1986)-  29 29 38.22026(N)    089 07 38.84013(W) AD(       ) 4
 AT1014  NAD 27      -  29 29 37.46400(N)    089 07 38.67400(W) AD(       ) 3
 AT1014
 AT1014.Superseded values are not recommended for survey control.
 AT1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1014.See file dsdata.txt to determine how the superseded data were derived.
 AT1014
 AT1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9375464599(NAD 83)
 AT1014_MARKER: Z = SEE DESCRIPTION
 AT1014_SETTING: 0 = UNSPECIFIED SETTING
 AT1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1014
 AT1014  HISTORY     - Date     Condition        Report By
 AT1014  HISTORY     - 1963     MONUMENTED       USE
 AT1014
 AT1014                          STATION DESCRIPTION
 AT1014
 AT1014'DESCRIBED BY US ENGINEERS 1963 (CKT)
 AT1014'STATION IS LOCATED IN THE GULF OF MEXICO, IN THE BRETON SOUND AREA,
 AT1014'ABOUT 3 MILES EAST OF THE NORTHEAST END OF BRETON ISLAND.
 AT1014'
 AT1014'AND ABOUT 2-1/2 MILES SOUTHWEST OF THE SOUTHWEST END OF GRAND GOSIER
 AT1014'ISLAND.  THE
 AT1014'STATION MARK IS A PUNCH HOLE IN THE CENTER OF A CHISELED
 AT1014'TRIANGLE, NEAR THE CENTER OF
 AT1014'THE STEEL DECK OF A SMALL PLATFORM AND
 AT1014'IS UNSTAMPED.  THE STEEL DECK IS ABOUT 12 FEET
 AT1014'IN DIAMETER WITH A
 AT1014'RAIL AROUND THE OUTER EDGE, IT IS ABOUT 20 FEET ABOVE THE WATER
 AT1014'AND IS SUPPORTED
 AT1014'BY 3 STEEL LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1005 ***********************************************************************
 AT1005  DESIGNATION -  USE SURVEY TOWER 6
 AT1005  PID         -  AT1005
 AT1005  STATE/COUNTY-  LA/PLAQUEMINES
 AT1005  USGS QUAD   -  BRETON ISLANDS SE (1992)
 AT1005
 AT1005                         *CURRENT SURVEY CONTROL
 AT1005  ___________________________________________________________________
 AT1005* NAD 83(1992)-  29 28 12.76672(N)    089 04 53.65837(W)     ADJUSTED  
 AT1005* NAVD 88     -                                                        
 AT1005  ___________________________________________________________________
 AT1005  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AT1005  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AT1005
 AT1005  HORZ ORDER  -  THIRD
 AT1005
 AT1005.The horizontal coordinates were established by classical geodetic methods
 AT1005.and adjusted by the National Geodetic Survey in January 1993..
 AT1005
 AT1005
 AT1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1005
 AT1005.The geoid height was determined by GEOID03.
 AT1005
 AT1005;                    North         East     Units Scale Factor Converg.
 AT1005;SPC LA S     -   109,689.929 1,218,387.850   MT  0.99996833   +1 07 33.3
 AT1005;SPC LA S     -   359,874.38  3,997,327.47   sFT  0.99996833   +1 07 33.3
 AT1005;UTM  16      - 3,261,887.339   298,156.361   MT  1.00010273   -1 01 27.9
 AT1005
 AT1005                          SUPERSEDED SURVEY CONTROL
 AT1005
 AT1005  NAD 83(1986)-  29 28 12.76845(N)    089 04 53.66501(W) AD(       ) 4
 AT1005  NAD 27      -  29 28 12.01000(N)    089 04 53.50100(W) AD(       ) 3
 AT1005
 AT1005.Superseded values are not recommended for survey control.
 AT1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1005.See file dsdata.txt to determine how the superseded data were derived.
 AT1005
 AT1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT9815661887(NAD 83)
 AT1005_MARKER: Z = SEE DESCRIPTION
 AT1005_SETTING: 0 = UNSPECIFIED SETTING
 AT1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1005
 AT1005  HISTORY     - Date     Condition        Report By
 AT1005  HISTORY     - 1963     MONUMENTED       USE
 AT1005
 AT1005                          STATION DESCRIPTION
 AT1005
 AT1005'DESCRIBED BY US ENGINEERS 1963 (CKT)
 AT1005'STATION IS LOCATED IN THE GULF OF MEXICO, IN THE BRETON SOUND AREA,
 AT1005'ABOUT 6 MILES
 AT1005'SOUTHEAST OF THE NORTHEAST END OF BRETON ISLAND AND
 AT1005'ABOUT 3-1/2 MILES SOUTH-SOUTHEAST
 AT1005'OF SOUTHWEST END OF GRAND GOSIER
 AT1005'ISLAND.  STATION MARK IS A PUNCH HOLE IN THE CENTER
 AT1005'OF A CHISELED
 AT1005'TRIANGLE, NEAR THE CENTER OF THE STEEL DECK OF A SMALL PLATFORM AND
 AT1005'IS UNSTAMPED.  THE
 AT1005'STEEL DECK IS ABOUT 12 FEET IN DIAMETER WITH A
 AT1005'RAIL AROUND THE OUTER EDGE, IT IS
 AT1005'ABOUT 20 FEET ABOVE THE WATER AND
 AT1005'IS SUPPORTED BY 3 STEEL LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1006 ***********************************************************************
 AT1006  DESIGNATION -  USE SURVEY TOWER 7
 AT1006  PID         -  AT1006
 AT1006  STATE/COUNTY-  LA/PLAQUEMINES
 AT1006  USGS QUAD   -  BRETON ISLANDS SE (1992)
 AT1006
 AT1006                         *CURRENT SURVEY CONTROL
 AT1006  ___________________________________________________________________
 AT1006* NAD 83(1992)-  29 26 46.82694(N)    089 02 07.65195(W)     ADJUSTED  
 AT1006* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT1006  ___________________________________________________________________
 AT1006  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AT1006  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AT1006
 AT1006  HORZ ORDER  -  THIRD
 AT1006
 AT1006.The horizontal coordinates were established by classical geodetic methods
 AT1006.and adjusted by the National Geodetic Survey in January 1993..
 AT1006
 AT1006.The orthometric height was scaled from a topographic map.
 AT1006
 AT1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1006
 AT1006.The geoid height was determined by GEOID03.
 AT1006
 AT1006;                    North         East     Units Scale Factor Converg.
 AT1006;SPC LA S     -   107,133.253 1,222,912.588   MT  0.99997225   +1 08 56.3
 AT1006;SPC LA S     -   351,486.35  4,012,172.38   sFT  0.99997225   +1 08 56.3
 AT1006;UTM  16      - 3,259,162.372   302,582.530   MT  1.00008092   -1 00 03.5
 AT1006
 AT1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1006!SPC LA S     -   1.00000387  x   0.99997225  =   0.99997612
 AT1006!UTM  16      -   1.00000387  x   1.00008092  =   1.00008479
 AT1006
 AT1006                          SUPERSEDED SURVEY CONTROL
 AT1006
 AT1006  NAD 83(1986)-  29 26 46.82823(N)    089 02 07.65897(W) AD(       ) 4
 AT1006  NAD 27      -  29 26 46.06800(N)    089 02 07.49900(W) AD(       ) 3
 AT1006
 AT1006.Superseded values are not recommended for survey control.
 AT1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1006.See file dsdata.txt to determine how the superseded data were derived.
 AT1006
 AT1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT0258359162(NAD 83)
 AT1006_MARKER: Z = SEE DESCRIPTION
 AT1006_SETTING: 0 = UNSPECIFIED SETTING
 AT1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1006
 AT1006  HISTORY     - Date     Condition        Report By
 AT1006  HISTORY     - 1963     MONUMENTED       USE
 AT1006
 AT1006                          STATION DESCRIPTION
 AT1006
 AT1006'DESCRIBED BY US ENGINEERS 1963 (CKT)
 AT1006'STATION IS LOCATED IN THE GULF OF MEXICO, IN THE BRETON SOUND AREA,
 AT1006'ABOUT 9 MILES
 AT1006'SOUTHEAST OF THE NORTHEAST END OF BRETON ISLAND AND
 AT1006'ABOUT 3-1/2 MILES
 AT1006'SOUTH-SOUTHEAST OF SOUTHWEST END GRAND GOSIER
 AT1006'ISLAND.  STATION MARK IS A PUNCH
 AT1006'HOLE IN THE CENTER OF A CHISELED
 AT1006'TRIANGLE, NEAR THE CENTER OF THE STEEL DECK OF A
 AT1006'SMALL PLATFORM AND
 AT1006'IS UNSTAMPED.  THE STEEL DECK IS ABOUT 12 FEET IN DIAMETER WITH A
 AT1006'RAIL AROUND THE
 AT1006'OUTER EDGE, IT IS ABOUT 20 FEET ABOVE THE WATER AND
 AT1006'IS SUPPORTED BY A LARGE SINGLE CONCRETE COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2546 ***********************************************************************
 BW2546  DESIGNATION -  UTILITY
 BW2546  PID         -  BW2546
 BW2546  STATE/COUNTY-  LA/CATAHOULA
 BW2546  USGS QUAD   -  WALTERS (1995)
 BW2546
 BW2546                         *CURRENT SURVEY CONTROL
 BW2546  ___________________________________________________________________
 BW2546* NAD 83(1992)-  31 36 08.07260(N)    091 53 20.08366(W)     ADJUSTED  
 BW2546* NAVD 88     -        17.11   (+/-2cm)      56.1    (feet)  VERTCON   
 BW2546  ___________________________________________________________________
 BW2546  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BW2546  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW2546
 BW2546  HORZ ORDER  -  FIRST
 BW2546  VERT ORDER  -  THIRD ? (See Below)
 BW2546
 BW2546.The horizontal coordinates were established by classical geodetic methods
 BW2546.and adjusted by the National Geodetic Survey in May 1994..
 BW2546
 BW2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2546.The vertical order pertains to the NGVD 29 superseded value.
 BW2546
 BW2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2546
 BW2546.The geoid height was determined by GEOID03.
 BW2546
 BW2546;                    North         East     Units Scale Factor Converg.
 BW2546;SPC LA N     -   122,374.806 1,057,987.122   MT  0.99992981   +0 19 23.1
 BW2546;SPC LA N     -   401,491.34  3,471,079.42   sFT  0.99992981   +0 19 23.1
 BW2546;UTM  15      - 3,496,884.224   605,401.719   MT  0.99973702   +0 34 56.2
 BW2546
 BW2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2546!SPC LA N     -   1.00000140  x   0.99992981  =   0.99993121
 BW2546!UTM  15      -   1.00000140  x   0.99973702  =   0.99973842
 BW2546
 BW2546|---------------------------------------------------------------------|
 BW2546| PID    Reference Object                     Distance      Geod. Az  |
 BW2546|                                                           dddmmss.s |
 BW2546| BW1617 UTILITY RM 3                         39.133 METERS 02114     |
 BW2546| CY3839 UTILITY RM 1                         33.677 METERS 06547     |
 BW2546| BW1619 UTILITY RM 4                         22.025 METERS 10351     |
 BW2546| BW2545 GARRET                              APPROX.11.4 KM 1700315.8 |
 BW2546| CY3838 UTILITY AZ MK                                      2464200.9 |
 BW2546| BW1618 UTILITY RM 2                         29.850 METERS 30432     |
 BW2546|---------------------------------------------------------------------|
 BW2546
 BW2546                          SUPERSEDED SURVEY CONTROL
 BW2546
 BW2546  NAD 83(1992)-  31 36 08.07229(N)    091 53 20.08356(W) AD(       ) 1
 BW2546  NAD 83(1986)-  31 36 08.08881(N)    091 53 20.08064(W) AD(       ) 1
 BW2546  NAD 27      -  31 36 07.45900(N)    091 53 19.62000(W) AD(       ) 1
 BW2546  NGVD 29 (07/19/86)   17.10   (m)           56.1    (f) LEVELING    3  
 BW2546
 BW2546.Superseded values are not recommended for survey control.
 BW2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2546.See file dsdata.txt to determine how the superseded data were derived.
 BW2546
 BW2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0540296884(NAD 83)
 BW2546_MARKER: P = PIPE CAP
 BW2546_SETTING: 0 = UNSPECIFIED SETTING
 BW2546
 BW2546  HISTORY     - Date     Condition        Report By
 BW2546  HISTORY     - 1941     MONUMENTED       USE
 BW2546  HISTORY     - 1966     GOOD             CGS
 BW2546  HISTORY     - 1966     GOOD             CGS
 BW2546  HISTORY     - 1967     GOOD             CGS
 BW2546
 BW2546                          STATION DESCRIPTION
 BW2546
 BW2546'DESCRIBED BY US ENGINEERS 1941 (HJH)
 BW2546'STATION IS IN THE VILLAGE OF UTILITY, JUST ACROSS THE HIGHWAY
 BW2546'FROM THE UTILITY POST OFFICE, 38 FEET S OF THE CENTER OF
 BW2546'U.S. HIGHWAY 84, ABOUT 75 YARDS N OF THE UTILITY DEPOT, 65 FEET
 BW2546'S OF THE STEPS OF THE POST OFFICE AND 9.5 FEET NE OF A WHITE
 BW2546'REFERENCE POST.  IT IS A STANDARD U.S.E. STONE BENCH PIPE
 BW2546'WITH A BRASS CAP, STAMPED BM UTILITY AND PROJECTS ABOUT 6
 BW2546'INCHES.
 BW2546'
 BW2546'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BW2546'CONCRETE.
 BW2546'
 BW2546'REFERENCE MARK NO. 1 IS 38 FEET S OF THE CENTER OF THE HIGHWAY.
 BW2546'IT IS STAMPED UTILITY NO. 1, 1941 AND PROJECTS ABOUT 4 INCHES.
 BW2546'
 BW2546'REFERENCE MARK NO. 2 IS 41-1/2 FEET N OF THE CENTER OF THE
 BW2546'HIGHWAY, 24 FEET NE OF A GAS PUMP, 15 FEET W OF THE POST
 BW2546'OFFICE BUILDING AND 4-1/2 FEET E OF A LARGE COTTONWOOD TREE.
 BW2546'IT IS STAMPED UTILITY NO. 2, 1941 AND PROJECTS ABOUT 4 INCHES.
 BW2546'
 BW2546'AZIMUTH MARK IS 45 FEET S OF THE CENTER OF U.S. HIGHWAY 84,
 BW2546'27.2 FEET N OF THE N RAIL OF THE LOUISIANA AND ARKANSAS
 BW2546'RAILROAD, 20 FEET W OF THE CENTER OF A DIRT ROAD AND 4-1/2
 BW2546'FEET NE OF A WHITE REFERENCE POST.  IT IS STAMPED UTILITY 1941
 BW2546'AND PROJECTS ABOUT 4 INCHES.
 BW2546'
 BW2546'A 126-FOOT SIGNAL AT GARRET IS VISIBLE AT 116 FEET.
 BW2546'
 BW2546'A 116-FOOT SIGNAL AT CATAHOULA IS VISIBLE AT 64 FEET.
 BW2546'
 BW2546'A 90-FOOT SIGNAL AT JENA IS VISIBLE AT 64 FEET.
 BW2546'
 BW2546'A 116-FOOT SIGNAL AT BALD IS VISIBLE AT 100 FEET.
 BW2546'
 BW2546'A 90-FOOT SIGNAL AT WEBB IS VISIBLE AT 100 FEET.
 BW2546'
 BW2546'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BW2546
 BW2546                          STATION RECOVERY (1966)
 BW2546
 BW2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 BW2546'THE STATION MARK, STAMPED L 42 BM UTILITY, IS ABOUT 0.45
 BW2546'MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW2546'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE,
 BW2546'THENCE 4.5 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY,
 BW2546'IN SECTION 45, T 7 N, R 6 E, 4 POLES SOUTHWEST OF MILE POST NO.
 BW2546'205, 87 FEET NORTHWEST OF THE NORTHWEST RAIL, 175 FEET SOUTHEAST
 BW2546'AND ACROSS U.S. HIGHWAY 84 FROM THE EAST CORNER OF THE PEYTON
 BW2546'FARMHOUSE, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BW2546'HIGHWAY, 36 FEET SOUTHWEST OF THE CENTER LINE OF A FIELD ROAD
 BW2546'WHICH CROSSES THE TRACK, 1.2 FEET SOUTHEAST OF A METAL
 BW2546'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BW2546'HIGHWAY, A BRASS CAP ON THE TOP OF A 3-INCH IRON PIPE
 BW2546'WHICH PROJECTS 4 INCHES.
 BW2546'
 BW2546'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 BW2546'
 BW2546'R.M. 2, STAMPED UTILITY NO 2 1941, IS 98.0 FEET WEST AND
 BW2546'ACROSS THE HIGHWAY FROM THE STATION MARK, 4 POLES SOUTHWEST OF
 BW2546'MILEPOST 205, 170 FEET NORTHWEST OF THE NORTHWEST RAIL, 87
 BW2546'FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE
 BW2546'PEYTON FARMHOUSE, 42 FEET NORTHWEST OF THE CENTER LINE OF
 BW2546'U.S. HIGHWAY 84, 65 FEET SOUTHWEST OF A POWER POLE, 15 FEET
 BW2546'NORTHEAST OF THE NORTHEAST SIDE OF AN OLD ABANDONED BUILDING,
 BW2546'14-1/2 FEET SOUTHWEST OF A CHINABERRY TREE WITH 9 FORKS, 10
 BW2546'FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A METAL
 BW2546'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE LEVEL OF
 BW2546'THE HIGHWAY, A C AND GS REFERENCE MARK DISK SET IN THE TOP
 BW2546'OF A CONCRETE POST FLUSH WITH THE GROUND.
 BW2546'
 BW2546'R.M. 3, STAMPED UTILITY NO 3 1966, IS 129.0 FEET NORTH-NORTHEAST
 BW2546'AND ACROSS THE HIGHWAY FROM THE STATION MARK, 4 POLES SOUTHWEST
 BW2546'OF MILE POST NO. 205, 185 FEET NORTHWEST AND ACROSS U.S. HIGHWAY 84
 BW2546'FROM THE NORTHWEST RAIL, 52 FEET NORTHWEST OF THE CENTER LINE
 BW2546'OF THE HIGHWAY, 77-1/2 FEET SOUTHEAST OF THE SOUTH CORNER
 BW2546'OF THE PEYTON FARMHOUSE, 57 FEET NORTHEAST OF THE CENTER
 BW2546'LINE OF A DRIVEWAY, 38 FEET NORTHEAST OF A 28-INCH COTTONWOOD
 BW2546'TREE, 1-1/2 FEET SOUTHEAST OF A FENCE, 1.5 FEET WEST OF A
 BW2546'METAL WITNESS POST, A C AND GS REFERENCE MARK DISK SET IN THE
 BW2546'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 BW2546'
 BW2546'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 BW2546'
 BW2546'1-26-20 (USE), STAMPED 1-26-20 64, WHICH COULD POSSIBLY BE
 BW2546'USED FOR THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTHWEST ALONG
 BW2546'FRONT STREET FROM THE NORTHWEST END OF THE U.S. HIGHWAY 84
 BW2546'BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE 5.45 MILES
 BW2546'WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION 7,
 BW2546'T 7 N, R 6 E, ABOUT 1-1/4 POLES SOUTHWEST OF MILEPOST 204,
 BW2546'51 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 43 FEET SOUTHWEST
 BW2546'OF THE CENTER LINE OF A TRAIL ROAD WHICH CROSSES THE TRACK,
 BW2546'44 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL FRAME HOUSE,
 BW2546'37-1/2 FEET NORTH OF A 14-INCH CHINABERRY TREE IN A YARD,
 BW2546'1-1/2 FEET NORTHEAST OF POWER POLE NUMBER 60-600 WHICH
 BW2546'BEARS A TRANSFORMER, 1 FOOT SOUTH OF A FENCE, ABOUT 2-1/2
 BW2546'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 BW2546'OF A CONCRETE POST PROJECTING 10 INCHES.
 BW2546'
 BW2546'NOTE--ALL DESCRIBED MARKS ARE PRECISE BENCH MARKS.
 BW2546
 BW2546                          STATION RECOVERY (1966)
 BW2546
 BW2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW2546'THE STATION WAS VISITED 8-1-66 AND THE STATION MARK AND REFERENCE
 BW2546'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 BW2546'NO. 1 AND THE AZIMUTH MARK WERE FOUND DESTROYED.  REFERENCE
 BW2546'MARK NO. 3 WAS ESTABLISHED BY THE LEVEL PARTY IN 1966, THE
 BW2546'MEASUREMENTS AND DIRECTION WAS TAKEN TO THIS R.M. AT THIS
 BW2546'DATE.  ALL MARKS ARE PRECISE LEVEL MARKS.  A NEW DESCRIPTION
 BW2546'FOLLOWS--
 BW2546'
 BW2546'THE STATION IS LOCATED 5.1 MILES SW ALONG U.S. HIGHWAY 84
 BW2546'FROM THE WEST END OF THE BRIDGE OVER BLACK RIVER, IN FRONT
 BW2546'OF AND ACROSS THE HIGHWAY FROM THE PEYTON FARM, BETWEEN THE
 BW2546'RAILROAD TRACKS AND THE HIGHWAY AND WEST OF A FARM ROAD
 BW2546'LEADING SOUTH.  IT IS 41 FEET S. OF THE CENTER OF THE HIGHWAY,
 BW2546'175 FEET S. OF THE SE CORNER OF THE PEYTON FARMHOUSE, 87
 BW2546'FEET N. OF THE N. RAIL OF THE TRACK, 34 FEET W. OF THE CENTER
 BW2546'OF THE FARM ROAD CROSSING THE TRACKS, 75 FEET NW OF TELEGRAPH
 BW2546'POLE NO. 69 AND 1 FOOT S. OF A METAL WITNESS POST.  IT IS A
 BW2546'STANDARD U.S. ARMY ENGINEERS BRASS CAP RIVETED ON THE TOP
 BW2546'OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.  IT IS STAMPED
 BW2546'L 42 BM UTILITY.
 BW2546'
 BW2546'REFERENCE MARK NO. 2 IS 97.93 FEET NW OF THE STATION, 41
 BW2546'FEET N OF THE CENTER OF THE HIGHWAY, 30 FEET NE. OF A GAS
 BW2546'PUMP IN THE FRONT OF AN OLD STORE BUILDING, 85 FEET W. OF THE
 BW2546'CENTER OF THE DRIVEWAY TO THE PEYTON HOUSE, 10 FEET S. OF A
 BW2546'FENCE LINE, 15 FEET W. OF A 9 PRONG CHINABERRY TREE, AND 2
 BW2546'FEET N. OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BW2546'STAMPED UTILITY NO 2 1941, PROJECTING 2 INCHES.
 BW2546'
 BW2546'REFERENCE MARK NO. 3 IS 128.39 FEET NE OF THE STATION, 51 FEET
 BW2546'N. OF THE CENTER OF THE HIGHWAY, 57 FEET. OF THE CENTER OF
 BW2546'THE DRIVEWAY TO THE PEYTON HOUSE, 1 FOOT SOUTH OF A FENCE
 BW2546'LINE, AND 2 FEET NW OF A METAL WITNESS POST.  IT IS A STANDARD
 BW2546'DISK, STAMPED UTILITY NO 3 1966, PROJECTING 4 INCHES.
 BW2546'
 BW2546'TO REACH THE STATION FROM THE SOUTHWEST END OF THE BRIDGE
 BW2546'OVER BLACK RIVER IN JONESVILLE, GO SOUTHWEST ON U.S. HIGHWAY
 BW2546'84 FOR 5.1 MILES TO THE MARK ON THE LEFT AND THE PEYTON FARM
 BW2546'HOUSE ON THE RIGHT.  THIS IS 4 POLES SW. OF MILEPOST 202 ON
 BW2546'THE RAILROAD TRACK.
 BW2546'
 BW2546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.1 MILES
 BW2546'SW OF JONESVILLE
 BW2546
 BW2546                          STATION RECOVERY (1967)
 BW2546
 BW2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 BW2546'THE STATION WAS VISITED 3-1-67 AND STATION MARK, R.M. NO. 2
 BW2546'AND R.M. NO. 3 WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 IS IN
 BW2546'LIMITS OF PRESENT ROAD CONSTRUCTION AND WAS MOVED AT THIS
 BW2546'DATE BY ESTABLISHING R.M. NO. 4.  R.M. NO. 2 WAS THEN DESTROYED.
 BW2546'ALL MARKS HAVE PRECISE LEVEL DATA ON THEM.  A NEW DESCRIPTION
 BW2546'FOLLOWS--
 BW2546'
 BW2546'THE STATION IS LOCATED 5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY
 BW2546'84 FROM THE WEST END OF THE BRIDGE OVER BLACK RIVER IN FRONT
 BW2546'OF AND ACROSS THE HIGHWAY FROM THE PEYTON FARM, BETWEEN THE
 BW2546'HIGHWAY AND THE RAILROAD TRACKS AND WEST OF A FARM ROAD
 BW2546'LEADING SOUTH.  THE STATION IS 41 FT. SOUTH OF THE CENTER
 BW2546'OF THE HIGHWAY, 175 FT. SOUTH OF THE SOUTHEAST CORNER OF
 BW2546'THE PEYTON HOUSE, 87 FT. NORTH OF NORTH RAIL OF THE TRACK,
 BW2546'34 FT. WEST OF THE CENTER OF A FARM ROAD LEADING SOUTH, 75
 BW2546'FT. NORTHWEST OF A TELEGRAPH POLE NO. 69, 1 FOOT SOUTH OF A
 BW2546'METAL WITNESS POST.  IT IS A STANDARD CORPS OF ENGINEERS
 BW2546'DISK STAMPED L 42 BM UTILITY, RIVETED ON TOP OF A 3-INCH
 BW2546'IRON PIPE PROJECTING 6 INCHES.
 BW2546'
 BW2546'REFERENCE MARK NO. 3 IS 128.39 FT. NE OF STATION, 53 FT. NORTH
 BW2546'OF THE CENTER LINE OF HIGHWAY, 57 FT. EAST OF THE CENTER LINE
 BW2546'OF DRIVEWAY TO FARM HOUSE, 7 FT. SOUTH OF A FENCE LINE, 2 FT.
 BW2546'NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 BW2546'REFERENCE MARK DISK STAMPED UTILITY NO. 3 1941, PROJECTING
 BW2546'4 INCHES.
 BW2546'
 BW2546'REFERENCE MARK NO. 4 IS 72.25 FT. SOUTHEAST OF STATION, 83.5
 BW2546'FT. SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 84, 44.3 FT. NORTH
 BW2546'OF NORTH RAIL OF TRACKS, 2.5 FT. NORTH OF ROW OF POLES.  IT IS A
 BW2546'STANDARD REFERENCE MARK DISK STAMPED UTILITY NO. 4 1941.
 BW2546'
 BW2546'NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.
 BW2546'
 BW2546'TO REACH THE STATION FROM THE SOUTHWEST END OF THE BRIDGE
 BW2546'OVER BLACK RIVER IN JONESVILLE, GO SOUTHWEST ON U.S. HIGHWAY
 BW2546'84 FOR 5.1 MILES TO THE MARK ON THE LEFT.  THIS IS 4 POLES
 BW2546'SOUTHWEST OF MILE POST 202 ON THE RAILROAD TRACKS.
 BW2546'
 BW2546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.1 MILES
 BW2546'SW OF JONESVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1621 ***********************************************************************
 BW1621  DESIGNATION -  UTILITY CAP RESET
 BW1621  PID         -  BW1621
 BW1621  STATE/COUNTY-  LA/CATAHOULA
 BW1621  USGS QUAD   -  WALTERS (1995)
 BW1621
 BW1621                         *CURRENT SURVEY CONTROL
 BW1621  ___________________________________________________________________
 BW1621* NAD 83(1986)-  31 36 08.     (N)    091 53 18.     (W)     SCALED    
 BW1621* NAVD 88     -        17.11   (+/-2cm)      56.1    (feet)  VERTCON   
 BW1621  ___________________________________________________________________
 BW1621  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1621
 BW1621  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1621
 BW1621.The horizontal coordinates were scaled from a topographic map and have
 BW1621.an estimated accuracy of +/- 6 seconds.
 BW1621
 BW1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1621.The vertical order pertains to the NGVD 29 superseded value.
 BW1621
 BW1621.The geoid height was determined by GEOID03.
 BW1621
 BW1621;                    North         East    Units  Estimated Accuracy
 BW1621;SPC LA N     -   122,370.    1,058,040.      MT  (+/- 180 meters Scaled)
 BW1621
 BW1621                          SUPERSEDED SURVEY CONTROL
 BW1621
 BW1621  NGVD 29 (??/??/92)   17.100  (m)           56.10   (f) ADJ UNCH    1 2
 BW1621
 BW1621.Superseded values are not recommended for survey control.
 BW1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1621.See file dsdata.txt to determine how the superseded data were derived.
 BW1621
 BW1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ054968(NAD 83)
 BW1621_MARKER: P = PIPE CAP
 BW1621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1621_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1621_STAMPING: L 42 BM UTILITY
 BW1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1621
 BW1621  HISTORY     - Date     Condition        Report By
 BW1621  HISTORY     - UNK      MONUMENTED       DOD
 BW1621  HISTORY     - 1966     GOOD             NGS
 BW1621
 BW1621                          STATION DESCRIPTION
 BW1621
 BW1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1621'4.95 MI W FROM JONESVILLE.
 BW1621'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1621'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1621'4.5 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION
 BW1621'45, T 7 N, R 6 E, 4 POLES SOUTHWEST OF MILEPOST 205, 87 FEET NORTHWEST
 BW1621'OF THE NORTHWEST RAIL, 175 FEET SOUTHEAST OF AND ACROSS U.S. HIGHWAY
 BW1621'84 FROM THE EAST CORNER OF THE PEYTON FARMHOUSE, 41 FEET SOUTHEAST OF
 BW1621'THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF THE CENTER LINE
 BW1621'OF A FIELD ROAD WHICH CROSSES OVER THE TRACK, 98.0 FEET EAST OF AND
 BW1621'ACROSS THE HIGHWAY FROM UTILITY R.M. 2 1941, 1.2 FEET SOUTHEAST OF A
 BW1621'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, A
 BW1621'BRASS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1618 ***********************************************************************
 BW1618  DESIGNATION -  UTILITY RM 2
 BW1618  PID         -  BW1618
 BW1618  STATE/COUNTY-  LA/CATAHOULA
 BW1618  USGS QUAD   -  WALTERS (1995)
 BW1618
 BW1618                         *CURRENT SURVEY CONTROL
 BW1618  ___________________________________________________________________
 BW1618* NAD 83(1986)-  31 36 08.     (N)    091 53 18.     (W)     SCALED    
 BW1618* NAVD 88     -        17.30   (+/-2cm)      56.8    (feet)  VERTCON   
 BW1618  ___________________________________________________________________
 BW1618  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1618
 BW1618  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1618
 BW1618.The horizontal coordinates were scaled from a topographic map and have
 BW1618.an estimated accuracy of +/- 6 seconds.
 BW1618
 BW1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1618.The vertical order pertains to the NGVD 29 superseded value.
 BW1618
 BW1618.The geoid height was determined by GEOID03.
 BW1618
 BW1618;                    North         East    Units  Estimated Accuracy
 BW1618;SPC LA N     -   122,370.    1,058,040.      MT  (+/- 180 meters Scaled)
 BW1618
 BW1618                          SUPERSEDED SURVEY CONTROL
 BW1618
 BW1618  NGVD 29 (??/??/92)   17.295  (m)           56.74   (f) ADJ UNCH    1 2
 BW1618
 BW1618.Superseded values are not recommended for survey control.
 BW1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1618.See file dsdata.txt to determine how the superseded data were derived.
 BW1618
 BW1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ054968(NAD 83)
 BW1618_MARKER: DR = REFERENCE MARK DISK
 BW1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1618_STAMPING: UTILITY NO 2 1941
 BW1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1618+STABILITY: SURFACE MOTION
 BW1618
 BW1618  HISTORY     - Date     Condition        Report By
 BW1618  HISTORY     - 1941     MONUMENTED       CGS
 BW1618  HISTORY     - 1966     GOOD             NGS
 BW1618
 BW1618                          STATION DESCRIPTION
 BW1618
 BW1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1618'4.95 MI W FROM JONESVILLE.
 BW1618'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1618'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1618'4.5 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION
 BW1618'45, T 7 N, R 6 E, 4 POLES SOUTHWEST OF MILEPOST 205, 170 FEET
 BW1618'NORTHWEST OF THE NORTHWEST RAIL, 87 FEET SOUTHWEST OF THE CENTER LINE
 BW1618'OF A DRIVEWAY LEADING TO THE PEYTON FARMHOUSE, 42 FEET NORTHWEST OF
 BW1618'THE CENTER LINE OF U.S. HIGHWAY 84, 65 FEET SOUTHWEST OF A POWER POLE,
 BW1618'15 FEET NORTHEAST OF THE NORTHEAST SIDE OF AN OLD ABANDONED BUILDING,
 BW1618'14 1/2 FEET SOUTHWEST OF A CHINABERRY TREE WITH 9 FORKS, 10 FEET
 BW1618'SOUTHEAST OF A FENCE, 98.0 FEET WEST AND ACROSS THE HIGHWAY FROM
 BW1618'P.B.M. UTILITY RESET (USE), 2.0 FEET NORTHWEST OF A METAL WITNESS
 BW1618'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BW1618'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1617 ***********************************************************************
 BW1617  DESIGNATION -  UTILITY RM 3
 BW1617  PID         -  BW1617
 BW1617  STATE/COUNTY-  LA/CATAHOULA
 BW1617  USGS QUAD   -  WALTERS (1995)
 BW1617
 BW1617                         *CURRENT SURVEY CONTROL
 BW1617  ___________________________________________________________________
 BW1617* NAD 83(1986)-  31 36 08.     (N)    091 53 18.     (W)     SCALED    
 BW1617* NAVD 88     -        17.15   (+/-2cm)      56.3    (feet)  VERTCON   
 BW1617  ___________________________________________________________________
 BW1617  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1617
 BW1617  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1617
 BW1617.The horizontal coordinates were scaled from a topographic map and have
 BW1617.an estimated accuracy of +/- 6 seconds.
 BW1617
 BW1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1617.The vertical order pertains to the NGVD 29 superseded value.
 BW1617
 BW1617.The geoid height was determined by GEOID03.
 BW1617
 BW1617;                    North         East    Units  Estimated Accuracy
 BW1617;SPC LA N     -   122,370.    1,058,040.      MT  (+/- 180 meters Scaled)
 BW1617
 BW1617                          SUPERSEDED SURVEY CONTROL
 BW1617
 BW1617  NGVD 29 (??/??/92)   17.142  (m)           56.24   (f) ADJ UNCH    1 2
 BW1617
 BW1617.Superseded values are not recommended for survey control.
 BW1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1617.See file dsdata.txt to determine how the superseded data were derived.
 BW1617
 BW1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ054968(NAD 83)
 BW1617_MARKER: DR = REFERENCE MARK DISK
 BW1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1617_STAMPING: UTILITY NO.3 1941
 BW1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1617
 BW1617  HISTORY     - Date     Condition        Report By
 BW1617  HISTORY     - 1966     MONUMENTED       CGS
 BW1617  HISTORY     - 1967     GOOD             NGS
 BW1617
 BW1617                          STATION DESCRIPTION
 BW1617
 BW1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BW1617'5.1 MI SW FROM JONESVILLE.
 BW1617'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BW1617'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BW1617'4.45 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN SECTION
 BW1617'7, T 7 N, R 6 E, IN FRONT OF AND ACROSS THE HIGHWAY FROM THE PEYTON
 BW1617'FARM, 128.39 FEET NORTHEAST OF THE STATION, 53 FEET NORTH OF THE
 BW1617'CENTERLINE OF THE HIGHWAY, 57 FEET EAST OF THE CENTERLINE OF THE
 BW1617'DRIVEWAY TO HOUSE, 7 FEET SOUTH OF A FENCE LINE, 2 FEET NORTHWEST OF A
 BW1617'METAL WITNESS AND SIGN.  NOTE-- ADD NOTE TO USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1619 ***********************************************************************
 BW1619  DESIGNATION -  UTILITY RM 4
 BW1619  PID         -  BW1619
 BW1619  STATE/COUNTY-  LA/CATAHOULA
 BW1619  USGS QUAD   -  WALTERS (1995)
 BW1619
 BW1619                         *CURRENT SURVEY CONTROL
 BW1619  ___________________________________________________________________
 BW1619* NAD 83(1986)-  31 36 08.     (N)    091 53 18.     (W)     SCALED    
 BW1619* NAVD 88     -        17.12   (+/-2cm)      56.2    (feet)  VERTCON   
 BW1619  ___________________________________________________________________
 BW1619  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1619
 BW1619  VERT ORDER  -  THIRD (See Below)
 BW1619
 BW1619.The horizontal coordinates were scaled from a topographic map and have
 BW1619.an estimated accuracy of +/- 6 seconds.
 BW1619
 BW1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1619.The vertical order pertains to the NGVD 29 superseded value.
 BW1619
 BW1619.The geoid height was determined by GEOID03.
 BW1619
 BW1619;                    North         East    Units  Estimated Accuracy
 BW1619;SPC LA N     -   122,370.    1,058,040.      MT  (+/- 180 meters Scaled)
 BW1619
 BW1619                          SUPERSEDED SURVEY CONTROL
 BW1619
 BW1619  NGVD 29 (??/??/??)   17.11   (m)           56.1    (f) RESET       3  
 BW1619
 BW1619.Superseded values are not recommended for survey control.
 BW1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1619.See file dsdata.txt to determine how the superseded data were derived.
 BW1619
 BW1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ054968(NAD 83)
 BW1619_MARKER: DR = REFERENCE MARK DISK
 BW1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1619_STAMPING: UTILITY NO 4 1941
 BW1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1619
 BW1619  HISTORY     - Date     Condition        Report By
 BW1619  HISTORY     - 1967     MONUMENTED       CGS
 BW1619  HISTORY     - 1967     GOOD             NGS
 BW1619
 BW1619                          STATION DESCRIPTION
 BW1619
 BW1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BW1619'5.1 MI SW FROM JONESVILLE.
 BW1619'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTH WEST END
 BW1619'OF THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE,
 BW1619'THENCE 4.45 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, IN
 BW1619'SECTION 7, T7N, R6E, ABOUT 4 POLES SOUTHWEST OF MILEPOST 205, 72.25
 BW1619'FEET SOUTHEAST OF TRIANGULATION STATION UTILITY (USE) 1941, 83.5 FEET
 BW1619'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 84, 44.3 FEET NORTH OF THE
 BW1619'NORTH RAIL OF THE TRACKS, 2.5 FEET NORTH OF A ROW OF POLES.  IT IS A
 BW1619'STANDARD REFERENCE MARK DISK STAMPED UTILITY NO 4 1941.  NOTE-- USE
 BW1619'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1696 ***********************************************************************
 CQ1696  DESIGNATION -  V 11
 CQ1696  PID         -  CQ1696
 CQ1696  STATE/COUNTY-  LA/DE SOTO
 CQ1696  USGS QUAD   -  GLOSTER (1994)
 CQ1696
 CQ1696                         *CURRENT SURVEY CONTROL
 CQ1696  ___________________________________________________________________
 CQ1696* NAD 83(1986)-  32 09 03.     (N)    093 49 42.     (W)     SCALED    
 CQ1696* NAVD 88     -        88.56   (+/-2cm)     290.6    (feet)  VERTCON   
 CQ1696  ___________________________________________________________________
 CQ1696  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ1696
 CQ1696  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1696
 CQ1696.The horizontal coordinates were scaled from a topographic map and have
 CQ1696.an estimated accuracy of +/- 6 seconds.
 CQ1696
 CQ1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1696.The vertical order pertains to the NGVD 29 superseded value.
 CQ1696
 CQ1696.The geoid height was determined by GEOID03.
 CQ1696
 CQ1696;                    North         East    Units  Estimated Accuracy
 CQ1696;SPC LA N     -   183,810.      874,700.      MT  (+/- 180 meters Scaled)
 CQ1696
 CQ1696                          SUPERSEDED SURVEY CONTROL
 CQ1696
 CQ1696  NGVD 29 (??/??/??)   88.629  (m)          290.78   (f) ADJUSTED    1 2
 CQ1696
 CQ1696.Superseded values are not recommended for survey control.
 CQ1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1696.See file dsdata.txt to determine how the superseded data were derived.
 CQ1696
 CQ1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR218574(NAD 83)
 CQ1696_MARKER: DB = BENCH MARK DISK
 CQ1696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1696_SP_SET: CULVERT
 CQ1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1696
 CQ1696  HISTORY     - Date     Condition        Report By
 CQ1696  HISTORY     - UNK      MONUMENTED       CGS
 CQ1696  HISTORY     - 1919     GOOD             CGS
 CQ1696  HISTORY     - 1941     GOOD             LAGS
 CQ1696  HISTORY     - 19960907 MARK NOT FOUND   USPSQD
 CQ1696
 CQ1696                          STATION DESCRIPTION
 CQ1696
 CQ1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 CQ1696'2.9 MI S FROM GLOSTER.
 CQ1696'ABOUT 2.9 MILES SOUTH OF GLOSTER, DE SOTO PARISH, ON THE TEXAS AND
 CQ1696'PACIFIC RAILWAY, 22 1/2 POLES EAST OF MILEPOST 300, AND ABOUT 33 FEET
 CQ1696'NORTH OF THE TRACK, IN A CONCRETE CULVERT.  A STANDARD DISK.
 CQ1696
 CQ1696                          STATION RECOVERY (1941)
 CQ1696
 CQ1696'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1941
 CQ1696'RECOVERED IN GOOD CONDITION.
 CQ1696
 CQ1696                          STATION RECOVERY (1996)
 CQ1696
 CQ1696'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0717 ***********************************************************************
 BX0717  DESIGNATION -  V 110
 BX0717  PID         -  BX0717
 BX0717  STATE/COUNTY-  LA/GRANT
 BX0717  USGS QUAD   -  BALL (1993)
 BX0717
 BX0717                         *CURRENT SURVEY CONTROL
 BX0717  ___________________________________________________________________
 BX0717* NAD 83(1986)-  31 28 14.     (N)    092 28 05.     (W)     SCALED    
 BX0717* NAVD 88     -        57.14   (+/-2cm)     187.5    (feet)  VERTCON   
 BX0717  ___________________________________________________________________
 BX0717  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BX0717
 BX0717  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0717
 BX0717.The horizontal coordinates were scaled from a topographic map and have
 BX0717.an estimated accuracy of +/- 6 seconds.
 BX0717
 BX0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0717.The vertical order pertains to the NGVD 29 superseded value.
 BX0717
 BX0717.The geoid height was determined by GEOID03.
 BX0717
 BX0717;                    North         East    Units  Estimated Accuracy
 BX0717;SPC LA N     -   107,610.    1,003,040.      MT  (+/- 180 meters Scaled)
 BX0717
 BX0717                          SUPERSEDED SURVEY CONTROL
 BX0717
 BX0717  NGVD 29 (??/??/??)   57.126  (m)          187.42   (f) ADJUSTED    1 2
 BX0717
 BX0717.Superseded values are not recommended for survey control.
 BX0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0717.See file dsdata.txt to determine how the superseded data were derived.
 BX0717
 BX0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ505818(NAD 83)
 BX0717_MARKER: DB = BENCH MARK DISK
 BX0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0717_STAMPING: V 110 1945
 BX0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0717+STABILITY: SURFACE MOTION
 BX0717
 BX0717  HISTORY     - Date     Condition        Report By
 BX0717  HISTORY     - 1945     MONUMENTED       CGS
 BX0717  HISTORY     - 1966     GOOD             CGS
 BX0717
 BX0717                          STATION DESCRIPTION
 BX0717
 BX0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0717'3.1 MI W FROM SIMMS.
 BX0717'ABOUT 3.1 MILES WEST ALONG STATE HIGHWAY 768 FROM THE STATION SIGN AT
 BX0717'SIMMS SIDING ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 90 YARDS
 BX0717'NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING
 BX0717'NORTHEAST TO POLLOCK MUNICIPAL AIRPORT, 36 1/2 FEET SOUTHEAST OF THE
 BX0717'CENTER LINE OF THE GRAVELED ROAD, 92 FEET NORTHEAST OF THE EAST CORNER
 BX0717'OF A CATTLE GUARD, 64 1/2 FEET EAST OF AND ACROSS THE GRAVELED ROAD
 BX0717'FROM A POWER POLE, 16 1/2 FEET SOUTHEAST OF A FENCE, 2.0 FEET
 BX0717'SOUTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE GRAVELED
 BX0717'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0689 ***********************************************************************
 CQ0689  DESIGNATION -  V 114
 CQ0689  PID         -  CQ0689
 CQ0689  STATE/COUNTY-  LA/OUACHITA
 CQ0689  USGS QUAD   -  BOSCO (1982)
 CQ0689
 CQ0689                         *CURRENT SURVEY CONTROL
 CQ0689  ___________________________________________________________________
 CQ0689* NAD 83(1986)-  32 17 52.     (N)    092 06 50.     (W)     SCALED    
 CQ0689* NAVD 88     -        20.40   (+/-2cm)      66.9    (feet)  VERTCON   
 CQ0689  ___________________________________________________________________
 CQ0689  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CQ0689
 CQ0689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0689
 CQ0689.The horizontal coordinates were scaled from a topographic map and have
 CQ0689.an estimated accuracy of +/- 6 seconds.
 CQ0689
 CQ0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0689.The vertical order pertains to the NGVD 29 superseded value.
 CQ0689
 CQ0689.The geoid height was determined by GEOID03.
 CQ0689
 CQ0689;                    North         East    Units  Estimated Accuracy
 CQ0689;SPC LA N     -   199,400.    1,036,360.      MT  (+/- 180 meters Scaled)
 CQ0689
 CQ0689                          SUPERSEDED SURVEY CONTROL
 CQ0689
 CQ0689  NGVD 29 (??/??/??)   20.435  (m)           67.04   (f) ADJUSTED    2 0
 CQ0689
 CQ0689.Superseded values are not recommended for survey control.
 CQ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0689.See file dsdata.txt to determine how the superseded data were derived.
 CQ0689
 CQ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR834737(NAD 83)
 CQ0689_MARKER: DB = BENCH MARK DISK
 CQ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0689_STAMPING: V 114 1949
 CQ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0689+STABILITY: SURFACE MOTION
 CQ0689
 CQ0689  HISTORY     - Date     Condition        Report By
 CQ0689  HISTORY     - 1949     MONUMENTED       CGS
 CQ0689  HISTORY     - 1978     GOOD             USGS
 CQ0689
 CQ0689                          STATION DESCRIPTION
 CQ0689
 CQ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0689'13.3 MI SE FROM LUNA.
 CQ0689'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0689'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 3.0 MILES SOUTHEAST ALONG A
 CQ0689'PARISH ROAD, THENCE 2.3 MILES EAST ALONG A PARISH ROAD, THENCE 1.3
 CQ0689'MILES SOUTH ALONG A WOODS ROAD, THENCE 2.0 MILES SOUTHEAST ALONG A
 CQ0689'WOODS ROAD, AT THE EAST END OF A CURVE IN THE ROAD, 500 FEET WEST OF
 CQ0689'AN ABANDONED FARMHOUSE, BETWEEN THE OUACHITA RIVER AND THE ROAD, 19
 CQ0689'FEET NORTH OF THE TOP OF THE NORTH BANK OF THE RIVER, AT A GATE, 14
 CQ0689'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF A NORTH AND
 CQ0689'SOUTH FENCE, 2.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CQ0689'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CQ0689
 CQ0689                          STATION RECOVERY (1978)
 CQ0689
 CQ0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0689'4.7 MI. NORTHEAST ALONG A PARISH ROAD FROM JCT. S.H. 557 AND PARISH
 CQ0689'ROAD AT LUNA. THENCE 3.0 MI. SOUTHEAST ALONG A PARISH ROAD. THENCE
 CQ0689'2.3 MI. EAST ALONG A PARISH ROAD. THENCE 1.3 MI. SOUTH ALONG A WOODS
 CQ0689'ROAD. THENCE 2.0 MI. SOUTH ALONG A FIELD ROAD. 200 FT. EAST OF THE
 CQ0689'EAST END OF A CURVE IN THE TRACK ROAD, 260 FT. EAST OF A N-S FENCE,
 CQ0689'19 FT. NORTH OF THE TOP BANK OF THE OUACHITA RIVER, 12 FT. SOUTH OF
 CQ0689'THE FIELD ROAD, 2.3 FT. NORTHWEST OF A WOODEN WITNESS POST, 1 FT.
 CQ0689'SOUTH OF A METAL WITNESS POST. STD. NGS TABLET IN CONC. POST, STAMPED
 CQ0689'V 114 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0585 ***********************************************************************
 CQ0585  DESIGNATION -  V 115
 CQ0585  PID         -  CQ0585
 CQ0585  STATE/COUNTY-  LA/OUACHITA
 CQ0585  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0585
 CQ0585                         *CURRENT SURVEY CONTROL
 CQ0585  ___________________________________________________________________
 CQ0585* NAD 83(1986)-  32 23 06.     (N)    092 11 11.     (W)     SCALED    
 CQ0585* NAVD 88     -        35.25   (+/-2cm)     115.6    (feet)  VERTCON   
 CQ0585  ___________________________________________________________________
 CQ0585  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0585
 CQ0585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0585
 CQ0585.The horizontal coordinates were scaled from a topographic map and have
 CQ0585.an estimated accuracy of +/- 6 seconds.
 CQ0585
 CQ0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0585.The vertical order pertains to the NGVD 29 superseded value.
 CQ0585
 CQ0585.The geoid height was determined by GEOID03.
 CQ0585
 CQ0585;                    North         East    Units  Estimated Accuracy
 CQ0585;SPC LA N     -   209,050.    1,029,510.      MT  (+/- 180 meters Scaled)
 CQ0585
 CQ0585                          SUPERSEDED SURVEY CONTROL
 CQ0585
 CQ0585  NGVD 29 (??/??/??)   35.289  (m)          115.78   (f) ADJUSTED    2 0
 CQ0585
 CQ0585.Superseded values are not recommended for survey control.
 CQ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0585.See file dsdata.txt to determine how the superseded data were derived.
 CQ0585
 CQ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR765834(NAD 83)
 CQ0585_MARKER: DB = BENCH MARK DISK
 CQ0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0585_STAMPING: V 115 1949
 CQ0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0585+STABILITY: SURFACE MOTION
 CQ0585
 CQ0585  HISTORY     - Date     Condition        Report By
 CQ0585  HISTORY     - 1949     MONUMENTED       CGS
 CQ0585
 CQ0585                          STATION DESCRIPTION
 CQ0585
 CQ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0585'6.1 MI NE FROM LUNA.
 CQ0585'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0585'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 1.4 MILES NORTHWEST ALONG A
 CQ0585'PARISH ROAD.  ON THE INSIDE OF A CURVE IN THE ROAD, IN THE NORTHWEST
 CQ0585'EDGE OF A SMALL CLEARING,  , 33 FEET SOUTHWEST OF THE CENTER LINE OF
 CQ0585'THE ROAD, 11 FEET SOUTHEAST OF AN 8 INCH TRIANGULAR BLAZED PINE TREE,
 CQ0585'5 FEET NORTH OF A 12 INCH TRIANGULAR BLAZED HICKORY TREE, 1.9 FEET
 CQ0585'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0585'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0805 ***********************************************************************
 CQ0805  DESIGNATION -  V 116
 CQ0805  PID         -  CQ0805
 CQ0805  STATE/COUNTY-  LA/CALDWELL
 CQ0805  USGS QUAD   -  BLANKSTON (1989)
 CQ0805
 CQ0805                         *CURRENT SURVEY CONTROL
 CQ0805  ___________________________________________________________________
 CQ0805* NAD 83(1986)-  32 13 27.     (N)    092 11 33.     (W)     SCALED    
 CQ0805* NAVD 88     -        53.35   (+/-2cm)     175.0    (feet)  VERTCON   
 CQ0805  ___________________________________________________________________
 CQ0805  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0805
 CQ0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0805
 CQ0805.The horizontal coordinates were scaled from a topographic map and have
 CQ0805.an estimated accuracy of +/- 6 seconds.
 CQ0805
 CQ0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0805.The vertical order pertains to the NGVD 29 superseded value.
 CQ0805
 CQ0805.The geoid height was determined by GEOID03.
 CQ0805
 CQ0805;                    North         East    Units  Estimated Accuracy
 CQ0805;SPC LA N     -   191,210.    1,028,980.      MT  (+/- 180 meters Scaled)
 CQ0805
 CQ0805                          SUPERSEDED SURVEY CONTROL
 CQ0805
 CQ0805  NGVD 29 (??/??/??)   53.378  (m)          175.12   (f) ADJUSTED    2 0
 CQ0805
 CQ0805.Superseded values are not recommended for survey control.
 CQ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0805.See file dsdata.txt to determine how the superseded data were derived.
 CQ0805
 CQ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR760655(NAD 83)
 CQ0805_MARKER: DB = BENCH MARK DISK
 CQ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0805_STAMPING: V 116 1949
 CQ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0805+STABILITY: SURFACE MOTION
 CQ0805
 CQ0805  HISTORY     - Date     Condition        Report By
 CQ0805  HISTORY     - 1949     MONUMENTED       CGS
 CQ0805  HISTORY     - 1986     POOR             USPSQD
 CQ0805
 CQ0805                          STATION DESCRIPTION
 CQ0805
 CQ0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0805'5.8 MI SE FROM VIXEN.
 CQ0805'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0805'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.7
 CQ0805'MILES EAST ALONG A PARISH ROAD, THENCE 2.0 MILES SOUTH ALONG A PARISH
 CQ0805'ROAD, 0.4 MILE SOUTH OF A ROAD CROSSING, ABOUT 400 FEET WEST OF A
 CQ0805'CHURCH, 75 FEET EAST OF A POWER LINE METER POLE, 61 FEET EAST OF THE
 CQ0805'CENTER LINE OF THE NORTH-SOUTH ROAD, 17 FEET NORTH OF THE CENTER LINE
 CQ0805'OF A SIDE ROAD LEADING EAST TO THE CHURCH, 5 FEET SOUTH OF AN 8-INCH
 CQ0805'OAK TREE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 CQ0805'CONCRETE POST AT A DEPTH OF 4 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 CQ0805'GROUND.
 CQ0805
 CQ0805                          STATION RECOVERY (1986)
 CQ0805
 CQ0805'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0805'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0647 ***********************************************************************
 CQ0647  DESIGNATION -  V 117
 CQ0647  PID         -  CQ0647
 CQ0647  STATE/COUNTY-  LA/OUACHITA
 CQ0647  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ0647
 CQ0647                         *CURRENT SURVEY CONTROL
 CQ0647  ___________________________________________________________________
 CQ0647* NAD 83(1986)-  32 26 13.     (N)    092 14 53.     (W)     SCALED    
 CQ0647* NAVD 88     -        34.59   (+/-2cm)     113.5    (feet)  VERTCON   
 CQ0647  ___________________________________________________________________
 CQ0647  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0647
 CQ0647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0647
 CQ0647.The horizontal coordinates were scaled from a topographic map and have
 CQ0647.an estimated accuracy of +/- 6 seconds.
 CQ0647
 CQ0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0647.The vertical order pertains to the NGVD 29 superseded value.
 CQ0647
 CQ0647.The geoid height was determined by GEOID03.
 CQ0647
 CQ0647;                    North         East    Units  Estimated Accuracy
 CQ0647;SPC LA N     -   214,790.    1,023,690.      MT  (+/- 180 meters Scaled)
 CQ0647
 CQ0647                          SUPERSEDED SURVEY CONTROL
 CQ0647
 CQ0647  NGVD 29 (??/??/??)   34.639  (m)          113.64   (f) ADJUSTED    2 0
 CQ0647
 CQ0647.Superseded values are not recommended for survey control.
 CQ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0647.See file dsdata.txt to determine how the superseded data were derived.
 CQ0647
 CQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR706891(NAD 83)
 CQ0647_MARKER: DB = BENCH MARK DISK
 CQ0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0647_STAMPING: V 117 1949
 CQ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0647+STABILITY: SURFACE MOTION
 CQ0647
 CQ0647  HISTORY     - Date     Condition        Report By
 CQ0647  HISTORY     - 1949     MONUMENTED       CGS
 CQ0647  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0647
 CQ0647                          STATION DESCRIPTION
 CQ0647
 CQ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0647'5.5 MI E FROM CADEVILLE.
 CQ0647'5.5 MILES EAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE HIGHWAYS
 CQ0647'13 AND 201 AT CADEVILLE, AT A T ROAD JUNCTION, ON THE SOUTHEAST SLOPE
 CQ0647'OF A HILL, 67 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD,
 CQ0647'25 FEET EAST OF THE CENTER LINE OF A SIDE ROAD LEADING SOUTH, 24 FEET
 CQ0647'NORTHEAST OF A TRIANGULAR BLAZED PINE TREE, 1.5 FEET WEST OF A WITNESS
 CQ0647'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 CQ0647'THE GROUND.  THIS MARK IS 1.1 MILES WEST OF BENCH MARK U 117.
 CQ0647
 CQ0647                          STATION RECOVERY (1977)
 CQ0647
 CQ0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0672 ***********************************************************************
 CQ0672  DESIGNATION -  V 118
 CQ0672  PID         -  CQ0672
 CQ0672  STATE/COUNTY-  LA/OUACHITA
 CQ0672  USGS QUAD   -  CHATHAM SE (1982)
 CQ0672
 CQ0672                         *CURRENT SURVEY CONTROL
 CQ0672  ___________________________________________________________________
 CQ0672* NAD 83(1986)-  32 20 43.     (N)    092 15 20.     (W)     SCALED    
 CQ0672* NAVD 88     -        72.20   (+/-2cm)     236.9    (feet)  VERTCON   
 CQ0672  ___________________________________________________________________
 CQ0672  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0672
 CQ0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0672
 CQ0672.The horizontal coordinates were scaled from a topographic map and have
 CQ0672.an estimated accuracy of +/- 6 seconds.
 CQ0672
 CQ0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0672.The vertical order pertains to the NGVD 29 superseded value.
 CQ0672
 CQ0672.The geoid height was determined by GEOID03.
 CQ0672
 CQ0672;                    North         East    Units  Estimated Accuracy
 CQ0672;SPC LA N     -   204,620.    1,023,010.      MT  (+/- 180 meters Scaled)
 CQ0672
 CQ0672                          SUPERSEDED SURVEY CONTROL
 CQ0672
 CQ0672  NGVD 29 (??/??/??)   72.234  (m)          236.99   (f) ADJUSTED    2 0
 CQ0672
 CQ0672.Superseded values are not recommended for survey control.
 CQ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0672.See file dsdata.txt to determine how the superseded data were derived.
 CQ0672
 CQ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR700789(NAD 83)
 CQ0672_MARKER: DB = BENCH MARK DISK
 CQ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0672_STAMPING: V 118 1949
 CQ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0672+STABILITY: SURFACE MOTION
 CQ0672
 CQ0672  HISTORY     - Date     Condition        Report By
 CQ0672  HISTORY     - 1949     MONUMENTED       CGS
 CQ0672  HISTORY     - 1950     GOOD             CGS
 CQ0672
 CQ0672                          STATION DESCRIPTION
 CQ0672
 CQ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0672'3.7 MI NW FROM LUNA.
 CQ0672'1.3 MILES WEST ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0672'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 0.8 MILE WEST ALONG A PARISH
 CQ0672'ROAD, THENCE 1.6 MILES NORTH ALONG A PARISH ROAD.  AT A Y ROAD
 CQ0672'JUNCTION, IN THE EDGE OF THE WOODS, 46 FEET EAST OF THE CENTER LINE OF
 CQ0672'THE NORTH AND SOUTH ROAD, 41 FEET NORTHWEST OF THE CENTER LINE OF THE
 CQ0672'ROAD LEADING NORTHEAST, 5 FEET NORTHWEST OF AN 8 INCH OAK TREE, 1.4
 CQ0672'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0672'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0601 ***********************************************************************
 CQ0601  DESIGNATION -  V 119
 CQ0601  PID         -  CQ0601
 CQ0601  STATE/COUNTY-  LA/CALDWELL
 CQ0601  USGS QUAD   -  VIXEN (1989)
 CQ0601
 CQ0601                         *CURRENT SURVEY CONTROL
 CQ0601  ___________________________________________________________________
 CQ0601* NAD 83(1986)-  32 11 01.     (N)    092 17 36.     (W)     SCALED    
 CQ0601* NAVD 88     -        63.48   (+/-2cm)     208.3    (feet)  VERTCON   
 CQ0601  ___________________________________________________________________
 CQ0601  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0601
 CQ0601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0601
 CQ0601.The horizontal coordinates were scaled from a topographic map and have
 CQ0601.an estimated accuracy of +/- 6 seconds.
 CQ0601
 CQ0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0601.The vertical order pertains to the NGVD 29 superseded value.
 CQ0601
 CQ0601.The geoid height was determined by GEOID03.
 CQ0601
 CQ0601;                    North         East    Units  Estimated Accuracy
 CQ0601;SPC LA N     -   186,690.    1,019,490.      MT  (+/- 180 meters Scaled)
 CQ0601
 CQ0601                          SUPERSEDED SURVEY CONTROL
 CQ0601
 CQ0601  NGVD 29 (??/??/??)   63.508  (m)          208.36   (f) ADJUSTED    2 0
 CQ0601
 CQ0601.Superseded values are not recommended for survey control.
 CQ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0601.See file dsdata.txt to determine how the superseded data were derived.
 CQ0601
 CQ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR666610(NAD 83)
 CQ0601_MARKER: DB = BENCH MARK DISK
 CQ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0601_STAMPING: V 119 1949
 CQ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0601+STABILITY: SURFACE MOTION
 CQ0601
 CQ0601  HISTORY     - Date     Condition        Report By
 CQ0601  HISTORY     - 1949     MONUMENTED       CGS
 CQ0601  HISTORY     - 1950     GOOD             CGS
 CQ0601  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0601
 CQ0601                          STATION DESCRIPTION
 CQ0601
 CQ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0601'6.5 MI SW FROM VIXEN.
 CQ0601'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CQ0601'HIGHWAYS 17 AND 200 AT VIXEN, THENCE 3.9 MILES SOUTHWEST ALONG A
 CQ0601'PARISH ROAD, THENCE 0.45 MILE NORTHWEST ALONG A PARISH ROAD, THENCE
 CQ0601'0.25 MILE SOUTH ALONG A PARISH ROAD.  AT A Y ROAD JUNCTION, 38 FEET
 CQ0601'NORTHEAST OF THE CENTER LINE OF A ROAD LEADING NORTHWEST, 30 FEET EAST
 CQ0601'OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 16 FEET EAST OF THE CENTER
 CQ0601'LINE OF A NORTH AND SOUTH ROAD, 5 FEET NORTHWEST OF THE EXTENDED
 CQ0601'CENTER LINE OF A WOODS ROAD LEADING SOUTHWEST, 1 FOOT EAST OF A
 CQ0601'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CQ0601'FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY
 CQ0601'4.
 CQ0601
 CQ0601                          STATION RECOVERY (1986)
 CQ0601
 CQ0601'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0810 ***********************************************************************
 CQ0810  DESIGNATION -  V 120
 CQ0810  PID         -  CQ0810
 CQ0810  STATE/COUNTY-  LA/CALDWELL
 CQ0810  USGS QUAD   -  CLARKS (1989)
 CQ0810
 CQ0810                         *CURRENT SURVEY CONTROL
 CQ0810  ___________________________________________________________________
 CQ0810* NAD 83(1986)-  32 03 23.     (N)    092 14 06.     (W)     SCALED    
 CQ0810* NAVD 88     -        43.02   (+/-2cm)     141.1    (feet)  VERTCON   
 CQ0810  ___________________________________________________________________
 CQ0810  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0810
 CQ0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0810
 CQ0810.The horizontal coordinates were scaled from a topographic map and have
 CQ0810.an estimated accuracy of +/- 6 seconds.
 CQ0810
 CQ0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0810.The vertical order pertains to the NGVD 29 superseded value.
 CQ0810
 CQ0810.The geoid height was determined by GEOID03.
 CQ0810
 CQ0810;                    North         East    Units  Estimated Accuracy
 CQ0810;SPC LA N     -   172,600.    1,025,020.      MT  (+/- 180 meters Scaled)
 CQ0810
 CQ0810                          SUPERSEDED SURVEY CONTROL
 CQ0810
 CQ0810  NGVD 29 (??/??/??)   43.043  (m)          141.22   (f) ADJUSTED    2 0
 CQ0810
 CQ0810.Superseded values are not recommended for survey control.
 CQ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0810.See file dsdata.txt to determine how the superseded data were derived.
 CQ0810
 CQ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR722469(NAD 83)
 CQ0810_MARKER: DB = BENCH MARK DISK
 CQ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0810_STAMPING: V 120 1950
 CQ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0810+STABILITY: SURFACE MOTION
 CQ0810
 CQ0810  HISTORY     - Date     Condition        Report By
 CQ0810  HISTORY     - 1950     MONUMENTED       CGS
 CQ0810  HISTORY     - 19860110 MARK NOT FOUND   USPSQD
 CQ0810
 CQ0810                          STATION DESCRIPTION
 CQ0810
 CQ0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0810'9.6 MI NW FROM GRAYSON.
 CQ0810'6.85 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI PACIFIC
 CQ0810'RAILROAD STATION AT GRAYSON, THENCE 0.8 MILE WEST ALONG A GRADED DIRT
 CQ0810'ROAD, THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. 0.8 MILE
 CQ0810'NORTHEAST OF BENCH MARK W 120, 0.15 MILE SOUTHWEST OF A JUNCTION WITH
 CQ0810'A ROAD LEADING SOUTH, 49 FEET WEST OF THE CENTER OF A JUNCTION WITH A
 CQ0810'TRAIL LEADING SOUTH, 21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 CQ0810'(MEASURED FROM A POINT 88 FEET NORTHEAST OF A POINT WHERE THE ROAD
 CQ0810'PASSES OVER THE CREST OF A RISE), 1.1 FEET SOUTH OF A REFERENCE POST,
 CQ0810'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CQ0810'GROUND.
 CQ0810
 CQ0810                          STATION RECOVERY (1986)
 CQ0810
 CQ0810'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1626 ***********************************************************************
 BX1626  DESIGNATION -  V 121
 BX1626  PID         -  BX1626
 BX1626  STATE/COUNTY-  LA/GRANT
 BX1626  USGS QUAD   -  SAVAGE CREEK (1985)
 BX1626
 BX1626                         *CURRENT SURVEY CONTROL
 BX1626  ___________________________________________________________________
 BX1626* NAD 83(1986)-  31 41 36.     (N)    092 40 02.     (W)     SCALED    
 BX1626* NAVD 88     -        38.22   (+/-2cm)     125.4    (feet)  VERTCON   
 BX1626  ___________________________________________________________________
 BX1626  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX1626
 BX1626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1626
 BX1626.The horizontal coordinates were scaled from a topographic map and have
 BX1626.an estimated accuracy of +/- 6 seconds.
 BX1626
 BX1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1626.The vertical order pertains to the NGVD 29 superseded value.
 BX1626
 BX1626.The geoid height was determined by GEOID03.
 BX1626
 BX1626;                    North         East    Units  Estimated Accuracy
 BX1626;SPC LA N     -   132,320.      984,150.      MT  (+/- 180 meters Scaled)
 BX1626
 BX1626                          SUPERSEDED SURVEY CONTROL
 BX1626
 BX1626  NGVD 29 (??/??/??)   38.232  (m)          125.43   (f) ADJUSTED    2 0
 BX1626
 BX1626.Superseded values are not recommended for survey control.
 BX1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1626.See file dsdata.txt to determine how the superseded data were derived.
 BX1626
 BX1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR315064(NAD 83)
 BX1626_MARKER: DB = BENCH MARK DISK
 BX1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1626_STAMPING: V 121 1949
 BX1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1626+STABILITY: SURFACE MOTION
 BX1626
 BX1626  HISTORY     - Date     Condition        Report By
 BX1626  HISTORY     - 1949     MONUMENTED       CGS
 BX1626  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1626
 BX1626                          STATION DESCRIPTION
 BX1626
 BX1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1626'6.5 MI SE FROM NEW VERDA.
 BX1626'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT NEW
 BX1626'VERDA, THENCE 2.7 MILES SOUTHEAST ALONG STATE HIGHWAYS 162 AND 475,
 BX1626'THENCE 2.6 MILES EAST ALONG A WINDING DIRT ROAD, 30 FEET SOUTHEAST OF
 BX1626'THE CENTER LINE OF THE ROAD, 34.0 FEET SOUTH OF A 16 INCH TRIANGULAR
 BX1626'BLAZED OAK TREE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 BX1626'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1626
 BX1626                          STATION RECOVERY (1981)
 BX1626
 BX1626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1403 ***********************************************************************
 BX1403  DESIGNATION -  V 122
 BX1403  PID         -  BX1403
 BX1403  STATE/COUNTY-  LA/GRANT
 BX1403  USGS QUAD   -  VERDA (1983)
 BX1403
 BX1403                         *CURRENT SURVEY CONTROL
 BX1403  ___________________________________________________________________
 BX1403* NAD 83(1986)-  31 37 37.     (N)    092 46 15.     (W)     SCALED    
 BX1403* NAVD 88     -        48.49   (+/-2cm)     159.1    (feet)  VERTCON   
 BX1403  ___________________________________________________________________
 BX1403  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1403
 BX1403  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1403
 BX1403.The horizontal coordinates were scaled from a topographic map and have
 BX1403.an estimated accuracy of +/- 6 seconds.
 BX1403
 BX1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1403.The vertical order pertains to the NGVD 29 superseded value.
 BX1403
 BX1403.The geoid height was determined by GEOID03.
 BX1403
 BX1403;                    North         East    Units  Estimated Accuracy
 BX1403;SPC LA N     -   124,980.      974,310.      MT  (+/- 180 meters Scaled)
 BX1403
 BX1403                          SUPERSEDED SURVEY CONTROL
 BX1403
 BX1403  NGVD 29 (??/??/??)   48.499  (m)          159.12   (f) ADJUSTED    1 2
 BX1403
 BX1403.Superseded values are not recommended for survey control.
 BX1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1403.See file dsdata.txt to determine how the superseded data were derived.
 BX1403
 BX1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ217991(NAD 83)
 BX1403_MARKER: DB = BENCH MARK DISK
 BX1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1403_STAMPING: V 122 1949
 BX1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1403+STABILITY: SURFACE MOTION
 BX1403
 BX1403  HISTORY     - Date     Condition        Report By
 BX1403  HISTORY     - 1949     MONUMENTED       CGS
 BX1403  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1403
 BX1403                          STATION DESCRIPTION
 BX1403
 BX1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1403'3.85 MI NW FROM ALOHA.
 BX1403'1.85 MILES NORTHWEST ALONG U.S. HIGHWAY 71 FROM THE ELEMENTARY SCHOOL
 BX1403'AT ALOHA, THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY C 1432, 60 FEET
 BX1403'WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH OF THE CENTER
 BX1403'LINE OF A WOODS ROAD LEADING WEST, 25.0 FEET WEST OF A 14 INCH
 BX1403'TRIANGULAR BLAZED OAK TREE, 32.0 FEET SOUTHWEST OF A 10 INCH
 BX1403'TRIANGULAR BLAZED OAK TREE, 2.0 FEET EAST OF A WITNESS POST, SET IN
 BX1403'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1403
 BX1403                          STATION RECOVERY (2001)
 BX1403
 BX1403'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0387 ***********************************************************************
 BX0387  DESIGNATION -  V 123
 BX0387  PID         -  BX0387
 BX0387  STATE/COUNTY-  LA/CALDWELL
 BX0387  USGS QUAD   -  HOLUM (1988)
 BX0387
 BX0387                         *CURRENT SURVEY CONTROL
 BX0387  ___________________________________________________________________
 BX0387* NAD 83(1986)-  31 57 04.     (N)    092 06 26.     (W)     SCALED    
 BX0387* NAVD 88     -        46.12   (+/-2cm)     151.3    (feet)  VERTCON   
 BX0387  ___________________________________________________________________
 BX0387  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0387
 BX0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0387
 BX0387.The horizontal coordinates were scaled from a topographic map and have
 BX0387.an estimated accuracy of +/- 6 seconds.
 BX0387
 BX0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0387.The vertical order pertains to the NGVD 29 superseded value.
 BX0387
 BX0387.The geoid height was determined by GEOID03.
 BX0387
 BX0387;                    North         East    Units  Estimated Accuracy
 BX0387;SPC LA N     -   160,960.    1,037,130.      MT  (+/- 180 meters Scaled)
 BX0387
 BX0387                          SUPERSEDED SURVEY CONTROL
 BX0387
 BX0387  NGVD 29 (??/??/??)   46.130  (m)          151.34   (f) ADJUSTED    2 0
 BX0387
 BX0387.Superseded values are not recommended for survey control.
 BX0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0387.See file dsdata.txt to determine how the superseded data were derived.
 BX0387
 BX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR843353(NAD 83)
 BX0387_MARKER: DB = BENCH MARK DISK
 BX0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0387_STAMPING: V 123 1949
 BX0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0387+STABILITY: SURFACE MOTION
 BX0387
 BX0387  HISTORY     - Date     Condition        Report By
 BX0387  HISTORY     - 1949     MONUMENTED       CGS
 BX0387  HISTORY     - 1950     GOOD             CGS
 BX0387
 BX0387                          STATION DESCRIPTION
 BX0387
 BX0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0387'5.15 MI SE FROM KELLY.
 BX0387'5.15 MILES SOUTHEAST ALONG STATE HIGHWAY 246 FROM THE MISSOURI PACIFIC
 BX0387'RAILROAD STATION AT KELLY, AT A FARMHOUSE, 63 FEET WEST OF THE CENTER
 BX0387'LINE OF THE HIGHWAY, 58 FEET NORTHWEST OF A 24 INCH GUM TREE, 76 FEET
 BX0387'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 4 FEET SOUTHEAST
 BX0387'OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 2 FEET NORTHWEST OF A
 BX0387'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 BX0387'INCHES ABOVE THE GROUND.  NOTE-- 1955, THE POST APPEARS TO HAVE BEEN
 BX0387'MOVED.  IT PROJECTS ABOUT 15 INCHES ABOVE THE GROUND.  ALSO IT IS
 BX0387'SOUTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0497 ***********************************************************************
 BX0497  CBN         -  This is a Cooperative Base Network Control Station.
 BX0497  DESIGNATION -  V 124
 BX0497  PID         -  BX0497
 BX0497  STATE/COUNTY-  LA/LA SALLE
 BX0497  USGS QUAD   -  SUMMERVILLE (1984)
 BX0497
 BX0497                         *CURRENT SURVEY CONTROL
 BX0497  ___________________________________________________________________
 BX0497* NAD 83(1992)-  31 45 08.10177(N)    092 14 33.11354(W)     ADJUSTED  
 BX0497* NAVD 88     -        47.0    (meters)     154.     (feet)  GPS OBS   
 BX0497  ___________________________________________________________________
 BX0497  X           -    -212,418.128 (meters)                     COMP
 BX0497  Y           -  -5,424,426.192 (meters)                     COMP
 BX0497  Z           -   3,337,114.016 (meters)                     COMP
 BX0497  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BX0497  ELLIP HEIGHT-          21.35  (meters)          (02/12/02) GPS OBS
 BX0497  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0497
 BX0497  HORZ ORDER  -  B
 BX0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0497  ELLP ORDER  -  FOURTH    CLASS II
 BX0497
 BX0497.The horizontal coordinates were established by GPS observations
 BX0497.and adjusted by the National Geodetic Survey in September 1992..
 BX0497
 BX0497.The orthometric height was determined by GPS observations and a
 BX0497.high-resolution geoid model.
 BX0497.The vertical order pertains to the NGVD 29 superseded value.
 BX0497
 BX0497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX0497
 BX0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0497
 BX0497.The ellipsoidal height was determined by GPS observations
 BX0497.and is referenced to NAD 83.
 BX0497
 BX0497.The geoid height was determined by GEOID03.
 BX0497
 BX0497;                    North         East     Units Scale Factor Converg.
 BX0497;SPC LA N     -   138,872.098 1,024,392.193   MT  0.99991889   +0 08 10.0
 BX0497;SPC LA N     -   455,616.21  3,360,860.05   sFT  0.99991889   +0 08 10.0
 BX0497;UTM  15      - 3,513,224.626   571,739.599   MT  0.99966347   +0 23 55.1
 BX0497
 BX0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0497!SPC LA N     -   0.99999665  x   0.99991889  =   0.99991554
 BX0497!UTM  15      -   0.99999665  x   0.99966347  =   0.99966012
 BX0497
 BX0497                          SUPERSEDED SURVEY CONTROL
 BX0497
 BX0497  NAD 83(1992)-  31 45 08.11855(N)    092 14 33.10525(W) AD(       ) 1
 BX0497  ELLIP H (09/10/92)   21.42   (m)                       GP(       ) 4 1
 BX0497  NGVD 29 (??/??/??)   47.087  (m)          154.48   (f) ADJUSTED    2 0
 BX0497
 BX0497.Superseded values are not recommended for survey control.
 BX0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0497.See file dsdata.txt to determine how the superseded data were derived.
 BX0497
 BX0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR7174013225(NAD 83)
 BX0497_MARKER: DB = BENCH MARK DISK
 BX0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0497_SP_SET: CONCRETE POST
 BX0497_STAMPING: V 124 1949
 BX0497_MARK LOGO: CGS   
 BX0497_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0497+STABILITY: SURFACE MOTION
 BX0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0497+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1992
 BX0497
 BX0497  HISTORY     - Date     Condition        Report By
 BX0497  HISTORY     - 1949     MONUMENTED       CGS
 BX0497  HISTORY     - 1950     GOOD             CGS
 BX0497  HISTORY     - 19910917 GOOD             LADTD
 BX0497  HISTORY     - 19920311 GOOD
 BX0497
 BX0497                          STATION DESCRIPTION
 BX0497
 BX0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0497'8.85 MI NW FROM JENA.
 BX0497'8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BX0497'JENA, THENCE 0.85 MILE NORTH ALONG A GRAVELED ROAD.  26 FEET EAST OF
 BX0497'THE CENTER LINE OF THE GRAVELED ROAD, 121 FEET SOUTH OF A DIM TRACK
 BX0497'ROAD LEADING TO THE NORTHWEST, 6 FEET NORTHEAST OF A 10-INCH PINE TREE
 BX0497'WITH A BLAZE ON THE WEST SIDE OF THE TREE AND FACING THE ROAD, 2 FEET
 BX0497'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 BX0497'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 BX0497'GROUND.
 BX0497
 BX0497                          STATION RECOVERY (1991)
 BX0497
 BX0497'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BX0497'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF JENA, 6.0
 BX0497'MI (9.7 KM) EAST OF GEORGETOWN AND 4.0 MI (6.4 KM) SOUTHEAST OF
 BX0497'TULLOS. OWNERSHIP--UNKNOWN.
 BX0497'TO REACH THE STATION FROM THE POST OFFICE IN JENA, ABOUT 0.1 MI
 BX0497'(0.2 KM) EAST OF THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 4,
 BX0497'GO NORTHWEST FOR 4.75 MI (7.64 KM) ON HIGHWAY 84 TO THE JUNCTION OF
 BX0497'STATE HIGHWAY 500 ON THE LEFT, CONTINUE WEST FOR 3.25 MI (5.23 KM) ON
 BX0497'HIGHWAY 84 TO A GRAVELED SIDE ROAD RIGHT AT A HUNT PETROLEUM SIGN,
 BX0497'TURN RIGHT AND GO NORTH FOR 0.85 MI (1.37 KM) ON THE GRAVELED ROAD TO
 BX0497'THE STATION SET ON THE RIGHT.
 BX0497'THE STATION IS 24.5 FT (7.5 M) EAST FROM THE CENTER OF THE GRAVELED
 BX0497'ROAD, 1.0 FT (0.3 M) WEST FROM A METAL WITNESS POST WITH SIGN
 BX0497'ATTACHED, 1.0 FT (0.3 M) SOUTH FROM A FIBERGLASS WITNESS POST, FLUSH
 BX0497'WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE ROAD.
 BX0497
 BX0497                          STATION RECOVERY (1992)
 BX0497
 BX0497'RECOVERED 1992
 BX0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0501 ***********************************************************************
 BX0501  DESIGNATION -  V 125
 BX0501  PID         -  BX0501
 BX0501  STATE/COUNTY-  LA/LA SALLE
 BX0501  USGS QUAD   -  TULLOS (1984)
 BX0501
 BX0501                         *CURRENT SURVEY CONTROL
 BX0501  ___________________________________________________________________
 BX0501* NAD 83(1986)-  31 45 49.     (N)    092 15 57.     (W)     SCALED    
 BX0501* NAVD 88     -        65.23   (+/-2cm)     214.0    (feet)  VERTCON   
 BX0501  ___________________________________________________________________
 BX0501  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0501
 BX0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0501
 BX0501.The horizontal coordinates were scaled from a topographic map and have
 BX0501.an estimated accuracy of +/- 6 seconds.
 BX0501
 BX0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0501.The vertical order pertains to the NGVD 29 superseded value.
 BX0501
 BX0501.The geoid height was determined by GEOID03.
 BX0501
 BX0501;                    North         East    Units  Estimated Accuracy
 BX0501;SPC LA N     -   140,130.    1,022,180.      MT  (+/- 180 meters Scaled)
 BX0501
 BX0501                          SUPERSEDED SURVEY CONTROL
 BX0501
 BX0501  NGVD 29 (??/??/??)   65.233  (m)          214.02   (f) ADJUSTED    2 0
 BX0501
 BX0501.Superseded values are not recommended for survey control.
 BX0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0501.See file dsdata.txt to determine how the superseded data were derived.
 BX0501
 BX0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR695144(NAD 83)
 BX0501_MARKER: DB = BENCH MARK DISK
 BX0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0501_STAMPING: V 125 1950
 BX0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0501+STABILITY: SURFACE MOTION
 BX0501
 BX0501  HISTORY     - Date     Condition        Report By
 BX0501  HISTORY     - 1950     MONUMENTED       CGS
 BX0501
 BX0501                          STATION DESCRIPTION
 BX0501
 BX0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0501'5.3 MI SE FROM TULLOS.
 BX0501'0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 165 FROM THE FIRST BAPTIST
 BX0501'CHURCH AT TULLOS, THENCE 4.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 84.
 BX0501'62 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 59.0 FEET
 BX0501'SOUTHEAST OF A TELEPHONE POLE, 11 FEET SOUTH OF THE CENTER LINE OF A
 BX0501'TRAIL ROAD LEADING WEST, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE
 BX0501'TOP OF A 3.5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0455 ***********************************************************************
 BX0455  DESIGNATION -  V 126
 BX0455  PID         -  BX0455
 BX0455  STATE/COUNTY-  LA/CALDWELL
 BX0455  USGS QUAD   -  HOLUM (1988)
 BX0455
 BX0455                         *CURRENT SURVEY CONTROL
 BX0455  ___________________________________________________________________
 BX0455* NAD 83(1986)-  31 56 32.     (N)    092 02 14.     (W)     SCALED    
 BX0455* NAVD 88     -        75.41   (+/-2cm)     247.4    (feet)  VERTCON   
 BX0455  ___________________________________________________________________
 BX0455  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0455
 BX0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0455
 BX0455.The horizontal coordinates were scaled from a topographic map and have
 BX0455.an estimated accuracy of +/- 6 seconds.
 BX0455
 BX0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0455.The vertical order pertains to the NGVD 29 superseded value.
 BX0455
 BX0455.The geoid height was determined by GEOID03.
 BX0455
 BX0455;                    North         East    Units  Estimated Accuracy
 BX0455;SPC LA N     -   160,000.    1,043,750.      MT  (+/- 180 meters Scaled)
 BX0455
 BX0455                          SUPERSEDED SURVEY CONTROL
 BX0455
 BX0455  NGVD 29 (??/??/??)   75.410  (m)          247.41   (f) ADJUSTED    2 0
 BX0455
 BX0455.Superseded values are not recommended for survey control.
 BX0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0455.See file dsdata.txt to determine how the superseded data were derived.
 BX0455
 BX0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR909344(NAD 83)
 BX0455_MARKER: DB = BENCH MARK DISK
 BX0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0455_SP_SET: CONCRETE POST
 BX0455_STAMPING: V 126 1950
 BX0455_MARK LOGO: CGS   
 BX0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0455+STABILITY: SURFACE MOTION
 BX0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0455+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 BX0455
 BX0455  HISTORY     - Date     Condition        Report By
 BX0455  HISTORY     - 1950     MONUMENTED       CGS
 BX0455  HISTORY     - 19890606 GOOD             LADTD
 BX0455
 BX0455                          STATION DESCRIPTION
 BX0455
 BX0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0455'4.7 MI NW FROM ROSEFIELD.
 BX0455'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BX0455'ROSEFIELD, AT HOLUM FIRE TOWER, 110 FEET WEST OF THE CENTER LINE OF
 BX0455'THE HIGHWAY, 15.8 FEET SOUTHWEST OF THE SOUTHEAST LEG OF THE TOWER,
 BX0455'16.2 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE TOWER, SET IN THE TOP
 BX0455'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX0455
 BX0455                          STATION RECOVERY (1989)
 BX0455
 BX0455'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX0455'THE STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) SOUTHEAST OF HOLUM AND
 BX0455'7.6 KM (4.70 MI) NORTHWEST OF ROSEFIELD.  OWNERSHIP--LOUISIANA
 BX0455'DEPARTMENT OF FORESTORY.
 BX0455'TO REACH THE STATION FROM THE CEMETERY AT ROSEFIELD, AT THE JUNCTION
 BX0455'OF STATE HIGHWAYS 124 AND 126, GO NORTHWEST FOR 7.6 KM (4.70 MI) ON
 BX0455'HIGHWAY 126 TO THE MARK ON THE LEFT AT THE HOLUM FIRE TOWER.
 BX0455'THE STATION IS 33.5 M (109.9 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BX0455'10.5 M (34.4 FT) SOUTHEAST FROM THE NORTHEAST LEG OF THE FIRE TOWER,
 BX0455'7.8 M (25.6 FT) EAST FROM THE SOUTHEAST LEG OF THE FIRE TOWER AND 6.7
 BX0455'M (22.0 FT) NORTH FROM A FENCE.  THE MARK IS PROJECTING 15 CM ABOVE
 BX0455'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0838 ***********************************************************************
 CQ0838  DESIGNATION -  V 127
 CQ0838  PID         -  CQ0838
 CQ0838  STATE/COUNTY-  LA/CALDWELL
 CQ0838  USGS QUAD   -  COTTON PLANT (1989)
 CQ0838
 CQ0838                         *CURRENT SURVEY CONTROL
 CQ0838  ___________________________________________________________________
 CQ0838* NAD 83(1986)-  32 06 41.     (N)    092 17 58.     (W)     SCALED    
 CQ0838* NAVD 88     -        49.32   (+/-2cm)     161.8    (feet)  VERTCON   
 CQ0838  ___________________________________________________________________
 CQ0838  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0838
 CQ0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0838
 CQ0838.The horizontal coordinates were scaled from a topographic map and have
 CQ0838.an estimated accuracy of +/- 6 seconds.
 CQ0838
 CQ0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0838.The vertical order pertains to the NGVD 29 superseded value.
 CQ0838
 CQ0838.The geoid height was determined by GEOID03.
 CQ0838
 CQ0838;                    North         East    Units  Estimated Accuracy
 CQ0838;SPC LA N     -   178,680.    1,018,930.      MT  (+/- 180 meters Scaled)
 CQ0838
 CQ0838                          SUPERSEDED SURVEY CONTROL
 CQ0838
 CQ0838  NGVD 29 (??/??/??)   49.350  (m)          161.91   (f) ADJUSTED    2 0
 CQ0838
 CQ0838.Superseded values are not recommended for survey control.
 CQ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0838.See file dsdata.txt to determine how the superseded data were derived.
 CQ0838
 CQ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR660529(NAD 83)
 CQ0838_MARKER: DB = BENCH MARK DISK
 CQ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0838_STAMPING: V 127 1950
 CQ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0838+STABILITY: SURFACE MOTION
 CQ0838
 CQ0838  HISTORY     - Date     Condition        Report By
 CQ0838  HISTORY     - 1950     MONUMENTED       CGS
 CQ0838  HISTORY     - 19860310 MARK NOT FOUND   USPSQD
 CQ0838
 CQ0838                          STATION DESCRIPTION
 CQ0838
 CQ0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0838'12.95 MI NW FROM GRAYSON.
 CQ0838'12.95 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI
 CQ0838'PACIFIC RAILROAD STATION AT GRAYSON, 0.3 MILE WEST OF A WOODEN BRIDGE,
 CQ0838'AT A JUNCTION WITH A TRAIL LEADING SOUTHWEST, 31 FEET NORTH OF THE
 CQ0838'CENTER LINE OF THE HIGHWAY, 1.0 FOOT EAST OF A REFERENCE POST, IN LINE
 CQ0838'WITH THE EXTENDED CENTER LINE OF THE TRAIL LEADING SOUTHWEST, AND SET
 CQ0838'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CQ0838
 CQ0838                          STATION RECOVERY (1986)
 CQ0838
 CQ0838'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0262 ***********************************************************************
 BX0262  DESIGNATION -  V 128
 BX0262  PID         -  BX0262
 BX0262  STATE/COUNTY-  LA/WINN
 BX0262  USGS QUAD   -  GEORGETOWN (1984)
 BX0262
 BX0262                         *CURRENT SURVEY CONTROL
 BX0262  ___________________________________________________________________
 BX0262* NAD 83(1986)-  31 51 53.     (N)    092 25 14.     (W)     SCALED    
 BX0262* NAVD 88     -        34.27   (+/-2cm)     112.4    (feet)  VERTCON   
 BX0262  ___________________________________________________________________
 BX0262  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BX0262
 BX0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0262
 BX0262.The horizontal coordinates were scaled from a topographic map and have
 BX0262.an estimated accuracy of +/- 6 seconds.
 BX0262
 BX0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0262.The vertical order pertains to the NGVD 29 superseded value.
 BX0262
 BX0262.The geoid height was determined by GEOID03.
 BX0262
 BX0262;                    North         East    Units  Estimated Accuracy
 BX0262;SPC LA N     -   151,320.    1,007,520.      MT  (+/- 180 meters Scaled)
 BX0262
 BX0262                          SUPERSEDED SURVEY CONTROL
 BX0262
 BX0262  NGVD 29 (??/??/??)   34.291  (m)          112.50   (f) ADJUSTED    2 0
 BX0262
 BX0262.Superseded values are not recommended for survey control.
 BX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0262.See file dsdata.txt to determine how the superseded data were derived.
 BX0262
 BX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR548255(NAD 83)
 BX0262_MARKER: DB = BENCH MARK DISK
 BX0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0262_STAMPING: V 128 1950
 BX0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0262+STABILITY: SURFACE MOTION
 BX0262
 BX0262  HISTORY     - Date     Condition        Report By
 BX0262  HISTORY     - 1950     MONUMENTED       CGS
 BX0262
 BX0262                          STATION DESCRIPTION
 BX0262
 BX0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0262'7.7 MI NW FROM TULLOS.
 BX0262'6.8 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE INTERSECTION OF U.
 BX0262'S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 0.9 MILE NORTHEAST ALONG A
 BX0262'GRADED DIRT ROAD.  0.1 MILE WEST OF A SMALL CREEK, DIRECTLY SOUTH OF
 BX0262'AND ACROSS THE ROAD FROM THE E. R. CURRY RESIDENCE, 28 FEET SOUTH OF
 BX0262'THE CENTER LINE OF THE ROAD, 8.0 FEET EAST OF THE EXTENDED WEST WALL
 BX0262'OF THE CURRY FARMHOUSE, 1.3 FEET NORTH OF A FENCE, 1.6 FEET WEST OF A
 BX0262'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BX0262'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0790 ***********************************************************************
 CQ0790  DESIGNATION -  V 129
 CQ0790  PID         -  CQ0790
 CQ0790  STATE/COUNTY-  LA/CALDWELL
 CQ0790  USGS QUAD   -  VIXEN (1989)
 CQ0790
 CQ0790                         *CURRENT SURVEY CONTROL
 CQ0790  ___________________________________________________________________
 CQ0790* NAD 83(1986)-  32 10 41.     (N)    092 16 05.     (W)     SCALED    
 CQ0790* NAVD 88     -        49.63   (+/-2cm)     162.8    (feet)  VERTCON   
 CQ0790  ___________________________________________________________________
 CQ0790  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0790
 CQ0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0790
 CQ0790.The horizontal coordinates were scaled from a topographic map and have
 CQ0790.an estimated accuracy of +/- 6 seconds.
 CQ0790
 CQ0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0790.The vertical order pertains to the NGVD 29 superseded value.
 CQ0790
 CQ0790.The geoid height was determined by GEOID03.
 CQ0790
 CQ0790;                    North         East    Units  Estimated Accuracy
 CQ0790;SPC LA N     -   186,080.    1,021,870.      MT  (+/- 180 meters Scaled)
 CQ0790
 CQ0790                          SUPERSEDED SURVEY CONTROL
 CQ0790
 CQ0790  NGVD 29 (??/??/??)   49.661  (m)          162.93   (f) ADJUSTED    2 0
 CQ0790
 CQ0790.Superseded values are not recommended for survey control.
 CQ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0790.See file dsdata.txt to determine how the superseded data were derived.
 CQ0790
 CQ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR690604(NAD 83)
 CQ0790_MARKER: DB = BENCH MARK DISK
 CQ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0790_STAMPING: V 129 1950
 CQ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0790+STABILITY: SURFACE MOTION
 CQ0790
 CQ0790  HISTORY     - Date     Condition        Report By
 CQ0790  HISTORY     - 1950     MONUMENTED       CGS
 CQ0790  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0790
 CQ0790                          STATION DESCRIPTION
 CQ0790
 CQ0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0790'7.2 MI NW FROM MOUNT PLEASANT.
 CQ0790'3.2 MILES WEST ALONG A PARISH ROAD FROM THE MOUNT PLEASANT CHURCH AT
 CQ0790'MOUNT PLEASANT, THENCE 4.0 MILES NORTHWEST ALONG A PARISH ROAD, JUST
 CQ0790'NORTHEAST OF A SLIGHT S-CURVE IN THE ROAD, IN A SMALL CLEARING, 48
 CQ0790'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHWEST OF AN
 CQ0790'8-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE,
 CQ0790'6 FEET EAST OF A 6-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTHEAST
 CQ0790'SIDE OF THE TREE, 1.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 CQ0790'TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.4 FOOT
 CQ0790'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.1 MILES
 CQ0790'SOUTHEAST OF BENCH MARK U 119.
 CQ0790
 CQ0790                          STATION RECOVERY (1986)
 CQ0790
 CQ0790'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0416 ***********************************************************************
 BX0416  DESIGNATION -  V 130
 BX0416  PID         -  BX0416
 BX0416  STATE/COUNTY-  LA/LA SALLE
 BX0416  USGS QUAD   -  NICKEL (1984)
 BX0416
 BX0416                         *CURRENT SURVEY CONTROL
 BX0416  ___________________________________________________________________
 BX0416* NAD 83(1986)-  31 49 06.     (N)    092 03 01.     (W)     SCALED    
 BX0416* NAVD 88     -        63.68   (+/-2cm)     208.9    (feet)  VERTCON   
 BX0416  ___________________________________________________________________
 BX0416  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0416
 BX0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0416
 BX0416.The horizontal coordinates were scaled from a topographic map and have
 BX0416.an estimated accuracy of +/- 6 seconds.
 BX0416
 BX0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0416.The vertical order pertains to the NGVD 29 superseded value.
 BX0416
 BX0416.The geoid height was determined by GEOID03.
 BX0416
 BX0416;                    North         East    Units  Estimated Accuracy
 BX0416;SPC LA N     -   146,260.    1,042,580.      MT  (+/- 180 meters Scaled)
 BX0416
 BX0416                          SUPERSEDED SURVEY CONTROL
 BX0416
 BX0416  NGVD 29 (??/??/??)   63.676  (m)          208.91   (f) ADJUSTED    2 0
 BX0416
 BX0416.Superseded values are not recommended for survey control.
 BX0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0416.See file dsdata.txt to determine how the superseded data were derived.
 BX0416
 BX0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR898206(NAD 83)
 BX0416_MARKER: DB = BENCH MARK DISK
 BX0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0416_STAMPING: V 130 1950
 BX0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0416+STABILITY: SURFACE MOTION
 BX0416
 BX0416  HISTORY     - Date     Condition        Report By
 BX0416  HISTORY     - 1950     MONUMENTED       CGS
 BX0416
 BX0416                          STATION DESCRIPTION
 BX0416
 BX0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0416'4.95 MI NW FROM AIMWELL.
 BX0416'4.25 MILES NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0416'AIMWELL, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD.  AT A JUNCTION
 BX0416'WITH STATE HIGHWAY 112, 43 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BX0416'HIGHWAY, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST,
 BX0416'2.0 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX0416'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1724 ***********************************************************************
 BW1724  DESIGNATION -  V 132
 BW1724  PID         -  BW1724
 BW1724  STATE/COUNTY-  LA/CATAHOULA
 BW1724  USGS QUAD   -  MANIFEST (1983)
 BW1724
 BW1724                         *CURRENT SURVEY CONTROL
 BW1724  ___________________________________________________________________
 BW1724* NAD 83(1986)-  31 39 50.     (N)    091 59 44.     (W)     SCALED    
 BW1724* NAVD 88     -        27.88   (+/-2cm)      91.5    (feet)  VERTCON   
 BW1724  ___________________________________________________________________
 BW1724  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BW1724
 BW1724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1724
 BW1724.The horizontal coordinates were scaled from a topographic map and have
 BW1724.an estimated accuracy of +/- 6 seconds.
 BW1724
 BW1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1724.The vertical order pertains to the NGVD 29 superseded value.
 BW1724
 BW1724.The geoid height was determined by GEOID03.
 BW1724
 BW1724;                    North         East    Units  Estimated Accuracy
 BW1724;SPC LA N     -   129,160.    1,047,840.      MT  (+/- 180 meters Scaled)
 BW1724
 BW1724                          SUPERSEDED SURVEY CONTROL
 BW1724
 BW1724  NGVD 29 (??/??/92)   27.870  (m)           91.44   (f) ADJ UNCH    2 0
 BW1724
 BW1724.Superseded values are not recommended for survey control.
 BW1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1724.See file dsdata.txt to determine how the superseded data were derived.
 BW1724
 BW1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR952036(NAD 83)
 BW1724_MARKER: DB = BENCH MARK DISK
 BW1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1724_STAMPING: V 132 1950
 BW1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1724+STABILITY: SURFACE MOTION
 BW1724
 BW1724  HISTORY     - Date     Condition        Report By
 BW1724  HISTORY     - 1950     MONUMENTED       CGS
 BW1724  HISTORY     - 1975     GOOD             NGS
 BW1724  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1724
 BW1724                          STATION DESCRIPTION
 BW1724
 BW1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BW1724'1.9 MI NE FROM RHINEHART.
 BW1724'LOCATED 1.9 MILE NORTHEAST AONG STATE HIGHWAY 8 FROM ITS INTERSECTION
 BW1724'WITH THE LOUISIANA AND ARKANSAS RAILROAD TRACKS AT RHINEHART, ABOUT
 BW1724'300 FEET SOUTH OF A FARMHOUSE, AT THE TOP OF A HILL, 98 FEET EAST OF
 BW1724'THE CENTER OF THE HIGHWAY 83 FEET SOUTH OF A POWER POLE, AND IS
 BW1724'CURRENTLY IN THE FRONT YARD OF A TRAILER WHICH IS PARKED AT THIS
 BW1724'LOCATION.  IT IS A BENCH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 BW1724'CONCRETE POST PROJECTING 4 INCHES.
 BW1724
 BW1724                          STATION RECOVERY (1979)
 BW1724
 BW1724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1724'THE ROAD HAS RECENTELY BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1725 ***********************************************************************
 BW1725  DESIGNATION -  V 132 RESET 1977
 BW1725  PID         -  BW1725
 BW1725  STATE/COUNTY-  LA/CATAHOULA
 BW1725  USGS QUAD   -  MANIFEST (1983)
 BW1725
 BW1725                         *CURRENT SURVEY CONTROL
 BW1725  ___________________________________________________________________
 BW1725* NAD 83(1986)-  31 39 50.     (N)    091 59 44.     (W)     SCALED    
 BW1725* NAVD 88     -        28.01   (+/-2cm)      91.9    (feet)  VERTCON   
 BW1725  ___________________________________________________________________
 BW1725  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BW1725
 BW1725  VERT ORDER  -  THIRD (See Below)
 BW1725
 BW1725.The horizontal coordinates were scaled from a topographic map and have
 BW1725.an estimated accuracy of +/- 6 seconds.
 BW1725
 BW1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1725.The vertical order pertains to the NGVD 29 superseded value.
 BW1725
 BW1725.The geoid height was determined by GEOID03.
 BW1725
 BW1725;                    North         East    Units  Estimated Accuracy
 BW1725;SPC LA N     -   129,160.    1,047,840.      MT  (+/- 180 meters Scaled)
 BW1725
 BW1725                          SUPERSEDED SURVEY CONTROL
 BW1725
 BW1725  NGVD 29 (09/18/05)   28.00   (m)           91.9    (f) RESET       3  
 BW1725
 BW1725.Superseded values are not recommended for survey control.
 BW1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1725.See file dsdata.txt to determine how the superseded data were derived.
 BW1725
 BW1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR952036(NAD 83)
 BW1725_MARKER: DB = BENCH MARK DISK
 BW1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1725_SP_SET: ROD
 BW1725_STAMPING: V 132 RESET 1971
 BW1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1725
 BW1725  HISTORY     - Date     Condition        Report By
 BW1725  HISTORY     - 1977     MONUMENTED       NGS
 BW1725  HISTORY     - 1977     GOOD             NGS
 BW1725
 BW1725                          STATION DESCRIPTION
 BW1725
 BW1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW1725'1.9 MI NE FROM RHINEHART.
 BW1725'LOCATED 1.9 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 BW1725'CROSSING IN THE VILLAGE OF RHINEHART.  IT IS 250 FEET SOUTHWEST OF A
 BW1725'FARM HOUSE IN A RAVINE AND AT THE SOUTHWEST CORNER OF THE FRONT YARD
 BW1725'OF A HOUSE OWNED BY MR. DAVID BRIETHROPH, 2 FEET EAST OF A FENCE
 BW1725'CORNER, 77 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 8, 69.5 FEET
 BW1725'SOUTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT EAST OF A METAL WITNESS
 BW1725'POST AND SIGN.  IT IS A SHORT ROD MARK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0632 ***********************************************************************
 CQ0632  DESIGNATION -  V 137
 CQ0632  PID         -  CQ0632
 CQ0632  STATE/COUNTY-  LA/WINN
 CQ0632  USGS QUAD   -  COTTON PLANT (1989)
 CQ0632
 CQ0632                         *CURRENT SURVEY CONTROL
 CQ0632  ___________________________________________________________________
 CQ0632* NAD 83(1986)-  32 01 50.     (N)    092 22 10.     (W)     SCALED    
 CQ0632* NAVD 88     -        45.58   (+/-2cm)     149.5    (feet)  VERTCON   
 CQ0632  ___________________________________________________________________
 CQ0632  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CQ0632
 CQ0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0632
 CQ0632.The horizontal coordinates were scaled from a topographic map and have
 CQ0632.an estimated accuracy of +/- 6 seconds.
 CQ0632
 CQ0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0632.The vertical order pertains to the NGVD 29 superseded value.
 CQ0632
 CQ0632.The geoid height was determined by GEOID03.
 CQ0632
 CQ0632;                    North         East    Units  Estimated Accuracy
 CQ0632;SPC LA N     -   169,710.    1,012,330.      MT  (+/- 180 meters Scaled)
 CQ0632
 CQ0632                          SUPERSEDED SURVEY CONTROL
 CQ0632
 CQ0632  NGVD 29 (??/??/??)   45.600  (m)          149.61   (f) ADJUSTED    2 0
 CQ0632
 CQ0632.Superseded values are not recommended for survey control.
 CQ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0632.See file dsdata.txt to determine how the superseded data were derived.
 CQ0632
 CQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR595439(NAD 83)
 CQ0632_MARKER: DB = BENCH MARK DISK
 CQ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0632_STAMPING: V 137 1950
 CQ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0632+STABILITY: SURFACE MOTION
 CQ0632
 CQ0632  HISTORY     - Date     Condition        Report By
 CQ0632  HISTORY     - 1950     MONUMENTED       CGS
 CQ0632  HISTORY     - 19860310 MARK NOT FOUND   USPSQD
 CQ0632
 CQ0632                          STATION DESCRIPTION
 CQ0632
 CQ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0632'13.7 MI NW FROM OLLA.
 CQ0632'12.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 CQ0632'PACIFIC RAILROAD STATION AT OLLA, THENCE 1.2 MILES NORTHWEST ALONG A
 CQ0632'PARISH ROAD, AT THE SUMMIT OF A HILL, 36 FEET SOUTHWEST OF THE CENTER
 CQ0632'LINE OF THE ROAD, 23 FEET WEST OF AN 8-INCH PINE WITH A TRIANGULAR
 CQ0632'BLAZE ON THE NORTHEAST SIDE OF THE TREE, 22 FEET NORTHEAST OF A
 CQ0632'12-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE
 CQ0632'TREE, 14 FEET SOUTHEAST OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON
 CQ0632'THE NORTHEAST SIDE OF THE TREE, 1.2 FEET NORTHWEST OF A REFERENCE
 CQ0632'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CQ0632'GROUND.
 CQ0632
 CQ0632                          STATION RECOVERY (1986)
 CQ0632
 CQ0632'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1776 ***********************************************************************
 BW1776  DESIGNATION -  V 138
 BW1776  PID         -  BW1776
 BW1776  STATE/COUNTY-  LA/CATAHOULA
 BW1776  USGS QUAD   -  HARRISONBURG (1984)
 BW1776
 BW1776                         *CURRENT SURVEY CONTROL
 BW1776  ___________________________________________________________________
 BW1776* NAD 83(1986)-  31 46 29.     (N)    091 49 48.     (W)     SCALED    
 BW1776* NAVD 88     -        58.71   (+/-2cm)     192.6    (feet)  VERTCON   
 BW1776  ___________________________________________________________________
 BW1776  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1776
 BW1776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1776
 BW1776.The horizontal coordinates were scaled from a topographic map and have
 BW1776.an estimated accuracy of +/- 6 seconds.
 BW1776
 BW1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1776.The vertical order pertains to the NGVD 29 superseded value.
 BW1776
 BW1776.The geoid height was determined by GEOID03.
 BW1776
 BW1776;                    North         East    Units  Estimated Accuracy
 BW1776;SPC LA N     -   141,530.    1,063,460.      MT  (+/- 180 meters Scaled)
 BW1776
 BW1776                          SUPERSEDED SURVEY CONTROL
 BW1776
 BW1776  NGVD 29 (??/??/92)   58.708  (m)          192.61   (f) ADJ UNCH    2 0
 BW1776
 BW1776.Superseded values are not recommended for survey control.
 BW1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1776.See file dsdata.txt to determine how the superseded data were derived.
 BW1776
 BW1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR107160(NAD 83)
 BW1776_MARKER: DB = BENCH MARK DISK
 BW1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1776_STAMPING: V 138 1950
 BW1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1776+STABILITY: SURFACE MOTION
 BW1776
 BW1776  HISTORY     - Date     Condition        Report By
 BW1776  HISTORY     - 1950     MONUMENTED       CGS
 BW1776
 BW1776                          STATION DESCRIPTION
 BW1776
 BW1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1776'0.65 MI NW FROM HARRISONBURG.
 BW1776'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1776'HARRISONBURG, THENCE 0.35 MILE WEST ALONG A WINDING DIRT ROAD.  AT THE
 BW1776'TOP OF A HILL, 149 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A
 BW1776'FARMHOUSE, 39 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 BW1776'40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHWEST
 BW1776'OF A WITNESS POST, AT THE MIDDLE OF AN S CURVE IN THE ROAD, SET IN THE
 BW1776'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0111 ***********************************************************************
 BX0111  DESIGNATION -  V 139
 BX0111  PID         -  BX0111
 BX0111  STATE/COUNTY-  LA/CALDWELL
 BX0111  USGS QUAD   -  OLLA EAST (1984)
 BX0111
 BX0111                         *CURRENT SURVEY CONTROL
 BX0111  ___________________________________________________________________
 BX0111* NAD 83(1986)-  31 57 43.     (N)    092 10 45.     (W)     SCALED    
 BX0111* NAVD 88     -        49.39   (+/-2cm)     162.0    (feet)  VERTCON   
 BX0111  ___________________________________________________________________
 BX0111  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0111
 BX0111  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0111
 BX0111.The horizontal coordinates were scaled from a topographic map and have
 BX0111.an estimated accuracy of +/- 6 seconds.
 BX0111
 BX0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0111.The vertical order pertains to the NGVD 29 superseded value.
 BX0111
 BX0111.The geoid height was determined by GEOID03.
 BX0111
 BX0111;                    North         East    Units  Estimated Accuracy
 BX0111;SPC LA N     -   162,140.    1,030,330.      MT  (+/- 180 meters Scaled)
 BX0111
 BX0111                          SUPERSEDED SURVEY CONTROL
 BX0111
 BX0111  NGVD 29 (??/??/??)   49.403  (m)          162.08   (f) ADJUSTED    1 2
 BX0111
 BX0111.Superseded values are not recommended for survey control.
 BX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0111.See file dsdata.txt to determine how the superseded data were derived.
 BX0111
 BX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR775365(NAD 83)
 BX0111_MARKER: DB = BENCH MARK DISK
 BX0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0111_STAMPING: V 139 1950
 BX0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0111+STABILITY: SURFACE MOTION
 BX0111
 BX0111  HISTORY     - Date     Condition        Report By
 BX0111  HISTORY     - 1950     MONUMENTED       CGS
 BX0111  HISTORY     - 1965     GOOD             CGS
 BX0111  HISTORY     - 1976     GOOD             LADTD
 BX0111
 BX0111                          STATION DESCRIPTION
 BX0111
 BX0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0111'1.5 MI S FROM KELLY.
 BX0111'ABOUT 1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0111'POST OFFICE AT KELLY, IN SECTION 5, T 12 N, R 3 E, 4 POLES SOUTH OF
 BX0111'MILEPOST 542/10, 96 1/2 FEET EAST OF THE EAST RAIL, 62 FEET WEST OF
 BX0111'THE CENTER LINE OF A PAVED HIGHWAY, 68 FEET EAST OF A TELEPHONE POLE,
 BX0111'20 FEET NORTH OF THE CENTER LINE OF A GATE AND A TRACK ROAD, 1 1/2
 BX0111'FEET WEST OF A FENCE, ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE TRACK,
 BX0111'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX0111
 BX0111                          STATION RECOVERY (1976)
 BX0111
 BX0111'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 BX0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1729 ***********************************************************************
 CQ1729  DESIGNATION -  V 140
 CQ1729  PID         -  CQ1729
 CQ1729  STATE/COUNTY-  LA/DE SOTO
 CQ1729  USGS QUAD   -  KEATCHIE (1972)
 CQ1729
 CQ1729                         *CURRENT SURVEY CONTROL
 CQ1729  ___________________________________________________________________
 CQ1729* NAD 83(1986)-  32 13 45.     (N)    093 54 21.     (W)     SCALED    
 CQ1729* NAVD 88     -        81.777  (meters)     268.30   (feet)  ADJUSTED  
 CQ1729  ___________________________________________________________________
 CQ1729  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1729  DYNAMIC HT  -          81.683 (meters)     267.99  (feet)  COMP
 CQ1729  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CQ1729
 CQ1729  VERT ORDER  -  FIRST     CLASS II
 CQ1729
 CQ1729.The horizontal coordinates were scaled from a topographic map and have
 CQ1729.an estimated accuracy of +/- 6 seconds.
 CQ1729
 CQ1729.The orthometric height was determined by differential leveling
 CQ1729.and adjusted by the National Geodetic Survey in June 1991..
 CQ1729
 CQ1729.The geoid height was determined by GEOID03.
 CQ1729
 CQ1729.The dynamic height is computed by dividing the NAVD 88
 CQ1729.geopotential number by the normal gravity value computed on the
 CQ1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1729.degrees latitude (g = 980.6199 gals.).
 CQ1729
 CQ1729.The modeled gravity was interpolated from observed gravity values.
 CQ1729
 CQ1729;                    North         East    Units  Estimated Accuracy
 CQ1729;SPC LA N     -   192,580.      867,500.      MT  (+/- 180 meters Scaled)
 CQ1729
 CQ1729                          SUPERSEDED SURVEY CONTROL
 CQ1729
 CQ1729  NGVD 29 (??/??/??)   81.843  (m)          268.51   (f) ADJUSTED    1 2
 CQ1729
 CQ1729.Superseded values are not recommended for survey control.
 CQ1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1729.See file dsdata.txt to determine how the superseded data were derived.
 CQ1729
 CQ1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR146661(NAD 83)
 CQ1729_MARKER: DB = BENCH MARK DISK
 CQ1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1729_STAMPING: V 140 1952
 CQ1729_PROJECTION: PROJECTING 20 CENTIMETERS
 CQ1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1729+STABILITY: SURFACE MOTION
 CQ1729
 CQ1729  HISTORY     - Date     Condition        Report By
 CQ1729  HISTORY     - 1952     MONUMENTED       CGS
 CQ1729  HISTORY     - 1969     GOOD             LADTD
 CQ1729  HISTORY     - 1979     GOOD             NGS
 CQ1729  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 CQ1729
 CQ1729                          STATION DESCRIPTION
 CQ1729
 CQ1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1729'3.4 MI NE FROM KEATCHIE.
 CQ1729'0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE TEXAS AND NEW
 CQ1729'ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 3.0 MILES NORTHEAST ALONG
 CQ1729'A GRAVELED ROAD, AT A JUNCTION WITH A TRACK ROAD LEADING NORTHWEST, 49
 CQ1729'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 3 FEET EAST OF A
 CQ1729'FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CQ1729'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CQ1729
 CQ1729                          STATION RECOVERY (1969)
 CQ1729
 CQ1729'RECOVERY NOTE BY LA TRANSP AND DEV 1969
 CQ1729'LOCATED 3.06 MILES NORTH ALONG LOUISIANA HIGHWAY 789 FROM THE JUNCTION
 CQ1729'OF LOUISIANA HIGHWAY 5, LOUISIANA HIGHWAY 172 AND LOUISIANA HIGHWAY
 CQ1729'789 IN KEATCHIE, 151 FEET WEST OF A 24 INCH PINE IN THE FENCE LINE,
 CQ1729'114 FEET SOUTH OF NORTHWEST FENCE CORNER JUST NORTH FROM THE JUNCTION
 CQ1729'OF THE KEATCHIE-KEITHVILLE ROAD AND LOUISIANA HIGHWAY 789, 3 FEET EAST
 CQ1729'OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING 2
 CQ1729'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET WEST OF
 CQ1729'THE MARK.  SEC 4, T 14N, R 15W.
 CQ1729
 CQ1729                          STATION RECOVERY (1979)
 CQ1729
 CQ1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1729'OMIT-0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE TEXAS AND
 CQ1729'NEW ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 4.0 MILES NORTHEAST
 CQ1729'ALONG A GRAVEL ROAD, 3.0 FT. SOUTH OF A WITNESS POST.
 CQ1729'ADD-2.85 MILES NORTH ALONG STATE HIGHWAY 789 FROM THE POST OFFICE
 CQ1729'IN KEATCHIE.
 CQ1729'THE MARK IS 3 FT  N FROM A WITNESS POST.
 CQ1729
 CQ1729                          STATION RECOVERY (1996)
 CQ1729
 CQ1729'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2220 ***********************************************************************
 CQ2220  DESIGNATION -  V 140 RESET
 CQ2220  PID         -  CQ2220
 CQ2220  STATE/COUNTY-  LA/CADDO
 CQ2220  USGS QUAD   -  KEATCHIE (1972)
 CQ2220
 CQ2220                         *CURRENT SURVEY CONTROL
 CQ2220  ___________________________________________________________________
 CQ2220* NAD 83(1986)-  32 13 46.     (N)    093 54 19.     (W)     SCALED    
 CQ2220* NAVD 88     -        80.98   (+/-2cm)     265.7    (feet)  VERTCON   
 CQ2220  ___________________________________________________________________
 CQ2220  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2220
 CQ2220  VERT ORDER  -  THIRD (See Below)
 CQ2220
 CQ2220.The horizontal coordinates were scaled from a topographic map and have
 CQ2220.an estimated accuracy of +/- 6 seconds.
 CQ2220
 CQ2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2220.The vertical order pertains to the NGVD 29 superseded value.
 CQ2220
 CQ2220.The geoid height was determined by GEOID03.
 CQ2220
 CQ2220;                    North         East    Units  Estimated Accuracy
 CQ2220;SPC LA N     -   192,610.      867,560.      MT  (+/- 180 meters Scaled)
 CQ2220
 CQ2220                          SUPERSEDED SURVEY CONTROL
 CQ2220
 CQ2220  NGVD 29 (??/??/??)   81.04   (m)          265.9    (f) RESET       3  
 CQ2220
 CQ2220.Superseded values are not recommended for survey control.
 CQ2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2220.See file dsdata.txt to determine how the superseded data were derived.
 CQ2220
 CQ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR147662(NAD 83)
 CQ2220_MARKER: DB = BENCH MARK DISK
 CQ2220_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2220_STAMPING: V 140 RESET 1980
 CQ2220_PROJECTION: FLUSH
 CQ2220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2220+STABILITY: POSITION/ELEVATION WELL
 CQ2220_ROD/PIPE-DEPTH: 3.05 meters
 CQ2220
 CQ2220  HISTORY     - Date     Condition        Report By
 CQ2220  HISTORY     - 1980     MONUMENTED       NGS
 CQ2220  HISTORY     - 19940910 GOOD             USPSQD
 CQ2220  HISTORY     - 19990206 GOOD             USPSQD
 CQ2220
 CQ2220                          STATION DESCRIPTION
 CQ2220
 CQ2220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CQ2220'3.4 MI NE FROM KEATCHIE.
 CQ2220'3.4 MILES NORTH ALONG STATE HIGHWAY 789 FROM THE JUNCTION OF
 CQ2220'STATE HIGHWAYS 5 AND 789, IN KEATCHIE, ABOUT 150.0 FEET BEFORE
 CQ2220'REACHING ROAD FORK, CADDOPARISH 3, TO THE RIGHT AND HIGHWAY 789
 CQ2220'TO THE RIGHT, 65.0 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 CQ2220'AT HIGHWAY STATION 40+53.
 CQ2220'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CQ2220
 CQ2220                          STATION RECOVERY (1994)
 CQ2220
 CQ2220'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ2220'RECOVERED IN GOOD CONDITION.
 CQ2220
 CQ2220                          STATION RECOVERY (1999)
 CQ2220
 CQ2220'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0878 ***********************************************************************
 CQ0878  DESIGNATION -  V 142
 CQ0878  PID         -  CQ0878
 CQ0878  STATE/COUNTY-  LA/WINN
 CQ0878  USGS QUAD   -  SIKES (1989)
 CQ0878
 CQ0878                         *CURRENT SURVEY CONTROL
 CQ0878  ___________________________________________________________________
 CQ0878* NAD 83(1986)-  32 00 03.     (N)    092 27 36.     (W)     SCALED    
 CQ0878* NAVD 88     -        61.13   (+/-2cm)     200.6    (feet)  VERTCON   
 CQ0878  ___________________________________________________________________
 CQ0878  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0878
 CQ0878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0878
 CQ0878.The horizontal coordinates were scaled from a topographic map and have
 CQ0878.an estimated accuracy of +/- 6 seconds.
 CQ0878
 CQ0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0878.The vertical order pertains to the NGVD 29 superseded value.
 CQ0878
 CQ0878.The geoid height was determined by GEOID03.
 CQ0878
 CQ0878;                    North         East    Units  Estimated Accuracy
 CQ0878;SPC LA N     -   166,410.    1,003,780.      MT  (+/- 180 meters Scaled)
 CQ0878
 CQ0878                          SUPERSEDED SURVEY CONTROL
 CQ0878
 CQ0878  NGVD 29 (??/??/??)   61.159  (m)          200.65   (f) ADJUSTED    2 0
 CQ0878
 CQ0878.Superseded values are not recommended for survey control.
 CQ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0878.See file dsdata.txt to determine how the superseded data were derived.
 CQ0878
 CQ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR510406(NAD 83)
 CQ0878_MARKER: DB = BENCH MARK DISK
 CQ0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0878_STAMPING: V 142 1950
 CQ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0878+STABILITY: SURFACE MOTION
 CQ0878
 CQ0878  HISTORY     - Date     Condition        Report By
 CQ0878  HISTORY     - 1950     MONUMENTED       CGS
 CQ0878
 CQ0878                          STATION DESCRIPTION
 CQ0878
 CQ0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0878'7.2 MI SE FROM SIKES.
 CQ0878'5.7 MILES SOUTH ALONG STATE HIGHWAY 788 FROM THE JUNCTION OF STATE
 CQ0878'HIGHWAYS 788 AND 110 AT SIKES, THENCE 1.5 MILES EAST ALONG A GRADED
 CQ0878'DIRT ROAD, AT A ROAD INTERSECTION, 163 FEET WEST OF THE CENTER OF THE
 CQ0878'INTERSECTION, 56 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 CQ0878'55.0 FEET SOUTHWEST OF THE CENTER OF AN OPEN TOP WELL, 40.7 FEET WEST
 CQ0878'OF THE SOUTHWEST CORNER OF A CHURCH AND IN LINE WITH THE EXTENDED
 CQ0878'SOUTH WALL OF THE CHURCH, 4.0 FEET SOUTH OF A REFERENCE POST AND SET
 CQ0878'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1755 ***********************************************************************
 CQ1755  DESIGNATION -  V 143
 CQ1755  PID         -  CQ1755
 CQ1755  STATE/COUNTY-  LA/CADDO
 CQ1755  USGS QUAD   -  GREENWOOD (1982)
 CQ1755
 CQ1755                         *CURRENT SURVEY CONTROL
 CQ1755  ___________________________________________________________________
 CQ1755* NAD 83(1986)-  32 27 13.     (N)    093 53 28.     (W)     SCALED    
 CQ1755* NAVD 88     -        83.773  (meters)     274.85   (feet)  ADJUSTED  
 CQ1755  ___________________________________________________________________
 CQ1755  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1755  DYNAMIC HT  -          83.679 (meters)     274.54  (feet)  COMP
 CQ1755  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CQ1755
 CQ1755  VERT ORDER  -  FIRST     CLASS II
 CQ1755
 CQ1755.The horizontal coordinates were scaled from a topographic map and have
 CQ1755.an estimated accuracy of +/- 6 seconds.
 CQ1755
 CQ1755.The orthometric height was determined by differential leveling
 CQ1755.and adjusted by the National Geodetic Survey in June 1991..
 CQ1755
 CQ1755.The geoid height was determined by GEOID03.
 CQ1755
 CQ1755.The dynamic height is computed by dividing the NAVD 88
 CQ1755.geopotential number by the normal gravity value computed on the
 CQ1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1755.degrees latitude (g = 980.6199 gals.).
 CQ1755
 CQ1755.The modeled gravity was interpolated from observed gravity values.
 CQ1755
 CQ1755;                    North         East    Units  Estimated Accuracy
 CQ1755;SPC LA N     -   217,450.      869,210.      MT  (+/- 180 meters Scaled)
 CQ1755
 CQ1755                          SUPERSEDED SURVEY CONTROL
 CQ1755
 CQ1755  NGVD 29 (??/??/??)   83.846  (m)          275.08   (f) ADJUSTED    1 2
 CQ1755
 CQ1755.Superseded values are not recommended for survey control.
 CQ1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1755.See file dsdata.txt to determine how the superseded data were derived.
 CQ1755
 CQ1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR162910(NAD 83)
 CQ1755_MARKER: DB = BENCH MARK DISK
 CQ1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1755_STAMPING: V 143 1954
 CQ1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1755+STABILITY: SURFACE MOTION
 CQ1755
 CQ1755  HISTORY     - Date     Condition        Report By
 CQ1755  HISTORY     - 1955     MONUMENTED       CGS
 CQ1755  HISTORY     - 1990     GOOD             USPSQD
 CQ1755  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CQ1755
 CQ1755                          STATION DESCRIPTION
 CQ1755
 CQ1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1755'5.15 MI E FROM GREENWOOD.
 CQ1755'2.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1755'GREENWOOD, THENCE 1.65 MILES EAST ALONG STATE ROAD 1525, THENCE 0.75
 CQ1755'MILE NORTHEAST ALONG AN OILED ROAD, THENCE 0.65 MILE EAST ALONG U.S.
 CQ1755'HIGHWAY 80, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 300 FEET NORTH
 CQ1755'OF A LARGE BRICK HOUSE, 83 FEET NORTHEAST OF A FENCE CORNER, 41 FEET
 CQ1755'WEST OF A POWER POLE, 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CQ1755'15 FEET SOUTHWEST OF A 38 INCH OAK TREE, 4.4 FEET NORTHWEST OF A
 CQ1755'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CQ1755'FOOT ABOVE THE GROUND.
 CQ1755
 CQ1755                          STATION RECOVERY (1990)
 CQ1755
 CQ1755'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1755'RECOVERED IN GOOD CONDITION.
 CQ1755
 CQ1755                          STATION RECOVERY (1999)
 CQ1755
 CQ1755'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1045 ***********************************************************************
 BK1045  DESIGNATION -  V 15
 BK1045  PID         -  BK1045
 BK1045  STATE/COUNTY-  LA/RAPIDES
 BK1045  USGS QUAD   -  GLENMORA (1972)
 BK1045
 BK1045                         *CURRENT SURVEY CONTROL
 BK1045  ___________________________________________________________________
 BK1045* NAD 83(1986)-  30 55 12.     (N)    092 36 45.     (W)     SCALED    
 BK1045* NAVD 88     -        46.695  (meters)     153.20   (feet)  ADJUSTED  
 BK1045  ___________________________________________________________________
 BK1045  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK1045  DYNAMIC HT  -          46.636 (meters)     153.00  (feet)  COMP
 BK1045  MODELED GRAV-     979,375.2   (mgal)                       NAVD 88
 BK1045
 BK1045  VERT ORDER  -  FIRST     CLASS I
 BK1045
 BK1045.The horizontal coordinates were scaled from a topographic map and have
 BK1045.an estimated accuracy of +/- 6 seconds.
 BK1045
 BK1045.The orthometric height was determined by differential leveling
 BK1045.and adjusted by the National Geodetic Survey in February 1994..
 BK1045
 BK1045.The geoid height was determined by GEOID03.
 BK1045
 BK1045.The dynamic height is computed by dividing the NAVD 88
 BK1045.geopotential number by the normal gravity value computed on the
 BK1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1045.degrees latitude (g = 980.6199 gals.).
 BK1045
 BK1045.The modeled gravity was interpolated from observed gravity values.
 BK1045
 BK1045;                    North         East    Units  Estimated Accuracy
 BK1045;SPC LA N     -    46,580.      989,250.      MT  (+/- 180 meters Scaled)
 BK1045
 BK1045                          SUPERSEDED SURVEY CONTROL
 BK1045
 BK1045  NAVD 88 (06/15/91)   46.688  (m)          153.18   (f) UNKNOWN     1 1
 BK1045  NGVD 29 (??/??/??)   46.673  (m)          153.13   (f) ADJUSTED    1 1
 BK1045
 BK1045.Superseded values are not recommended for survey control.
 BK1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1045.See file dsdata.txt to determine how the superseded data were derived.
 BK1045
 BK1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ370208(NAD 83)
 BK1045_MARKER: DB = BENCH MARK DISK
 BK1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1045_SP_SET: CULVERT
 BK1045_STAMPING: V 15 1934
 BK1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1045
 BK1045  HISTORY     - Date     Condition        Report By
 BK1045  HISTORY     - 1934     MONUMENTED       CGS
 BK1045  HISTORY     - 1970     GOOD             NGS
 BK1045  HISTORY     - 19990424 GOOD             USPSQD
 BK1045
 BK1045                          STATION DESCRIPTION
 BK1045
 BK1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1045'4.3 MI SW FROM GLENMORA.
 BK1045'ABOUT 4.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1045'TOWN HALL AT GLENMORA, 2 POLES SOUTHWEST OF A CROSSING OF THE RAILROAD
 BK1045'AND A ROAD, 59 FEET EAST AND ACROSS THE TRACK FROM MILEPOST 628, 11
 BK1045'1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE
 BK1045'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CONCRETE BOX
 BK1045'CULVERT UNDER THE TRACK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 BK1045'TRACK.
 BK1045
 BK1045                          STATION RECOVERY (1999)
 BK1045
 BK1045'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1115 ***********************************************************************
 BK1115  DESIGNATION -  V 16 RESET 1960
 BK1115  PID         -  BK1115
 BK1115  STATE/COUNTY-  LA/ALLEN
 BK1115  USGS QUAD   -  OBERLIN (1994)
 BK1115
 BK1115                         *CURRENT SURVEY CONTROL
 BK1115  ___________________________________________________________________
 BK1115* NAD 83(1986)-  30 30 40.     (N)    092 49 59.     (W)     SCALED    
 BK1115* NAVD 88     -        13.769  (meters)      45.17   (feet)  ADJUSTED  
 BK1115  ___________________________________________________________________
 BK1115  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK1115  DYNAMIC HT  -          13.751 (meters)      45.11  (feet)  COMP
 BK1115  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BK1115
 BK1115  VERT ORDER  -  FIRST     CLASS I
 BK1115
 BK1115.The horizontal coordinates were scaled from a topographic map and have
 BK1115.an estimated accuracy of +/- 6 seconds.
 BK1115
 BK1115.The orthometric height was determined by differential leveling
 BK1115.and adjusted by the National Geodetic Survey in February 1994..
 BK1115
 BK1115.The geoid height was determined by GEOID03.
 BK1115
 BK1115.The dynamic height is computed by dividing the NAVD 88
 BK1115.geopotential number by the normal gravity value computed on the
 BK1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1115.degrees latitude (g = 980.6199 gals.).
 BK1115
 BK1115.The modeled gravity was interpolated from observed gravity values.
 BK1115
 BK1115;                    North         East    Units  Estimated Accuracy
 BK1115;SPC LA S     -   223,870.      856,050.      MT  (+/- 180 meters Scaled)
 BK1115
 BK1115                          SUPERSEDED SURVEY CONTROL
 BK1115
 BK1115  NAVD 88 (06/15/91)   13.755  (m)           45.13   (f) UNKNOWN     1 1
 BK1115  NGVD 29 (??/??/??)   13.738  (m)           45.07   (f) ADJUSTED    1 1
 BK1115
 BK1115.Superseded values are not recommended for survey control.
 BK1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1115.See file dsdata.txt to determine how the superseded data were derived.
 BK1115
 BK1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP160754(NAD 83)
 BK1115_MARKER: DB = BENCH MARK DISK
 BK1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1115_STAMPING: V 16 RESET 1960
 BK1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1115+STABILITY: SURFACE MOTION
 BK1115
 BK1115  HISTORY     - Date     Condition        Report By
 BK1115  HISTORY     - 1960     MONUMENTED       CGS
 BK1115  HISTORY     - 1970     GOOD             NGS
 BK1115
 BK1115                          STATION DESCRIPTION
 BK1115
 BK1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1115'1.65 MI NE FROM KINDER.
 BK1115'ABOUT 1.65 MILES NORTHEAST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK1115'PACIFIC RAILROAD STATION AT KINDER, 2 1/2 POLES SOUTHWEST OF MISSOURI
 BK1115'PACIFIC RAILROAD MILEPOST 659, 0.2 MILE NORTH OF A JUNCTION OF THE
 BK1115'HIGHWAY AND A PAVED ROAD, 65 FEET NORTHWEST OF THE CENTER LINE OF THE
 BK1115'HIGHWAY, 150 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST
 BK1115'RAIL, 64 FEET NORTHEAST OF A CORNER FENCE POST, 33 FEET SOUTHWEST OF A
 BK1115'24-INCH PINE TREE, 11 FEET SOUTHWEST OF AN OAK TREE, 1/2 FOOT
 BK1115'NORTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 BK1115'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BK1115'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2269 ***********************************************************************
 BJ2269  DESIGNATION -  V 17
 BJ2269  PID         -  BJ2269
 BJ2269  STATE/COUNTY-  LA/ST MARTIN
 BJ2269  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2269
 BJ2269                         *CURRENT SURVEY CONTROL
 BJ2269  ___________________________________________________________________
 BJ2269* NAD 83(1992)-  30 20 43.78682(N)    091 43 16.34486(W)     ADJUSTED  
 BJ2269* NAVD 88     -         7.06   (+/-2cm)      23.2    (feet)  VERTCON   
 BJ2269  ___________________________________________________________________
 BJ2269  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ2269  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2269
 BJ2269  HORZ ORDER  -  FIRST
 BJ2269  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2269
 BJ2269.The horizontal coordinates were established by classical geodetic methods
 BJ2269.and adjusted by the National Geodetic Survey in January 1993..
 BJ2269
 BJ2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2269.The vertical order pertains to the NGVD 29 superseded value.
 BJ2269
 BJ2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2269
 BJ2269.The geoid height was determined by GEOID03.
 BJ2269
 BJ2269;                    North         East     Units Scale Factor Converg.
 BJ2269;SPC LA S     -   204,627.035   962,708.006   MT  0.99994377   -0 11 38.2
 BJ2269;SPC LA S     -   671,347.20  3,158,484.52   sFT  0.99994377   -0 11 38.2
 BJ2269;UTM  15      - 3,357,763.201   622,912.197   MT  0.99978638   +0 38 46.1
 BJ2269
 BJ2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2269!SPC LA S     -   1.00000320  x   0.99994377  =   0.99994697
 BJ2269!UTM  15      -   1.00000320  x   0.99978638  =   0.99978958
 BJ2269
 BJ2269|---------------------------------------------------------------------|
 BJ2269| PID    Reference Object                     Distance      Geod. Az  |
 BJ2269|                                                           dddmmss.s |
 BJ2269| BJ5116 GULF STATES UTILITIES E TOWER       340.467 METERS 04711     |
 BJ2269| CW1573 V 17 RM 1                            73.210 METERS 11443     |
 BJ2269| BJ2268 V 17 RM 2                            47.640 METERS 24240     |
 BJ2269| CW1572 V 17 AZ MK                                         2515148.7 |
 BJ2269| BJ5177 LONE OIL DERRICK                    APPROX. 4.6 KM 3074112.6 |
 BJ2269| BJ5115 GULF STATES UTILITIES W TOWER       130.134 METERS 31643     |
 BJ2269|---------------------------------------------------------------------|
 BJ2269
 BJ2269                          SUPERSEDED SURVEY CONTROL
 BJ2269
 BJ2269  NAD 83(1986)-  30 20 43.80667(N)    091 43 16.34060(W) AD(       ) 1
 BJ2269  NAD 27      -  30 20 43.08892(N)    091 43 15.91529(W) AD(       ) 1
 BJ2269  NGVD 29 (??/??/??)    7.065  (m)           23.18   (f) ADJUSTED    1 2
 BJ2269
 BJ2269.Superseded values are not recommended for survey control.
 BJ2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2269.See file dsdata.txt to determine how the superseded data were derived.
 BJ2269
 BJ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2291257763(NAD 83)
 BJ2269_MARKER: DB = BENCH MARK DISK
 BJ2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2269_STAMPING: V 17 1934
 BJ2269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2269
 BJ2269  HISTORY     - Date     Condition        Report By
 BJ2269  HISTORY     - 1935     MONUMENTED       CGS
 BJ2269  HISTORY     - 1936     GOOD             LAGS
 BJ2269  HISTORY     - 1947     GOOD             BAKER
 BJ2269  HISTORY     - 1957     MARK NOT FOUND   CGS
 BJ2269  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2269
 BJ2269                          STATION DESCRIPTION
 BJ2269
 BJ2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ2269'IN THE LITTLE FISHING SETTLEMENT OF ATCHAFALAYA, IN THE NE 1/4
 BJ2269'SEC. 23, R 7 E, T 8 N, ABOUT 85 YARDS WSW OF THE W BANK OF THE
 BJ2269'ATCHAFALAYA RIVER, 19.5 FEET NNW OF THE N RAIL OF A SIDE TRACK,
 BJ2269'AND 50 FEET WSW OF THE W SIDE OF A RAILROAD LOADING SHED.
 BJ2269'
 BJ2269'THE STATION IS MARKED BY A STANDARD BRONZE BENCH MARK TABLET
 BJ2269'SET IN A 1-FOOT SQUARE CONCRETE POST EMBEDDED IN THE GROUND.
 BJ2269'THE TABLET IS STAMPED V 17 1934.  THE MARK PROJECTS 5 INCHES
 BJ2269'ABOVE THE GROUND.
 BJ2269'
 BJ2269'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK SET
 BJ2269'IN CONCRETE AT THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND
 BJ2269'AND PROJECTS 5 INCHES ABOVE THE GROUND, IS ON THE W SIDE OF A
 BJ2269'SMALL N-S LEVEE, 40 YARDS SSE OF THE RAILROAD, 358.12 FEET
 BJ2269'(109.15 METERS) E OF REFERENCE MARK NO. 2, AND 240.19 FEET
 BJ2269'(73.21 METERS) FROM THE STATION S 65 DEG 17 MIN E.
 BJ2269'
 BJ2269'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET IN
 BJ2269'CONCRETE AT THE TOP OF A TILE, WHICH IS EMBEDDED IN THE GROUND
 BJ2269'PROJECTS 5 INCHES ABOVE THE GROUND AND IS ON THE RAILROAD
 BJ2269'GRADE, 4 FEET N OF THE N RAIL, 8 FEET W OF A SWITCH AND 156.30
 BJ2269'FEET (47.64 METERS) FROM THE STATION S 62 DEG 40 MIN W.
 BJ2269'
 BJ2269'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE
 BJ2269'AT THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND PROJECTS
 BJ2269'5 INCHES ABOVE THE GROUND AND IS 10 FEET N OF THE N RAIL OF
 BJ2269'THE RAILROAD, 50 FEET ENE OF THE E END OF A LOW TRESTLE MARKED
 BJ2269'19B, AND APPROXIMATELY 0.25 MILE FROM THE STATION
 BJ2269'S 71 DEG 52 MIN W.
 BJ2269
 BJ2269                          STATION RECOVERY (1936)
 BJ2269
 BJ2269'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ2269'NO CHANGES NEEDED IN THE DESCRIPTION.  THE WOODEN FORMS ON
 BJ2269'THE CONCRETE POST ARE STILL IN POSITION.
 BJ2269
 BJ2269                          STATION RECOVERY (1947)
 BJ2269
 BJ2269'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947 (PJM)
 BJ2269'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BJ2269
 BJ2269                          STATION RECOVERY (1957)
 BJ2269
 BJ2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BJ2269'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 BJ2269'MARK WERE NOT RECOVERED.  NO EVIDENCE COULD BE FOUND OF THESE
 BJ2269'MARKS AND ALL DESCRIPTION REFERENCES HAVE BEEN DESTROYED.
 BJ2269'ACCORDING TO THE POSTMASTER IN ATCHAFALAYA, THE STATION AND
 BJ2269'BOTH REFERENCE MARKS HAVE BEEN DESTROYED BY EROSION OF THE RIVER
 BJ2269'BANK.  THE AZIMUTH MARK IS REPORTED INTACT, 9 FEET UNDERGROUND.
 BJ2269
 BJ2269                          STATION RECOVERY (1965)
 BJ2269
 BJ2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BJ2269'12.5 MI E FROM BREAUX BRIDGE.
 BJ2269'12.5 MILES EAST ALONG THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD
 BJ2269'FROM THE RAILROAD JUNCTION AT BREAUX BRIDGE, AT ATCHAFALAYA, 120 FEET
 BJ2269'WEST OF THE WEST BANK OF ATCHAFALAYA RIVER, 165 FEET NORTHEAST OF THE
 BJ2269'NORTHEAST CORNER OF THE OLD FREIGHT PLATFORM WITH A SHED, 28 FEET
 BJ2269'NORTH OF THE OLD ROADBED, AND 9 FEET NORTH OF THE NORTH SIDE OF A
 BJ2269'LARGE FREIGHT PLATFORM WITHOUT A SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2268 ***********************************************************************
 BJ2268  DESIGNATION -  V 17 RM 2
 BJ2268  PID         -  BJ2268
 BJ2268  STATE/COUNTY-  LA/ST MARTIN
 BJ2268  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2268
 BJ2268                         *CURRENT SURVEY CONTROL
 BJ2268  ___________________________________________________________________
 BJ2268* NAD 83(1986)-  30 20 46.     (N)    091 43 20.     (W)     SCALED    
 BJ2268* NAVD 88     -         7.44   (+/-2cm)      24.4    (feet)  VERTCON   
 BJ2268  ___________________________________________________________________
 BJ2268  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2268
 BJ2268  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2268
 BJ2268.The horizontal coordinates were scaled from a topographic map and have
 BJ2268.an estimated accuracy of +/- 6 seconds.
 BJ2268
 BJ2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2268.The vertical order pertains to the NGVD 29 superseded value.
 BJ2268
 BJ2268.The geoid height was determined by GEOID03.
 BJ2268
 BJ2268;                    North         East    Units  Estimated Accuracy
 BJ2268;SPC LA S     -   204,700.      962,610.      MT  (+/- 180 meters Scaled)
 BJ2268
 BJ2268                          SUPERSEDED SURVEY CONTROL
 BJ2268
 BJ2268  NGVD 29 (??/??/??)    7.439  (m)           24.41   (f) ADJUSTED    1 2
 BJ2268
 BJ2268.Superseded values are not recommended for survey control.
 BJ2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2268.See file dsdata.txt to determine how the superseded data were derived.
 BJ2268
 BJ2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP228578(NAD 83)
 BJ2268_MARKER: DR = REFERENCE MARK DISK
 BJ2268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2268_SP_SET: PLATFORM
 BJ2268_STAMPING: V 17 RM 2 1935
 BJ2268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2268
 BJ2268  HISTORY     - Date     Condition        Report By
 BJ2268  HISTORY     - 1935     MONUMENTED       CGS
 BJ2268  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2268
 BJ2268                          STATION DESCRIPTION
 BJ2268
 BJ2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2268'12.3 MI E FROM BREAUX BRIDGE.
 BJ2268'12.3 MILES EAST ALONG THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD
 BJ2268'FROM THE RAILROAD JUNCTION AT BREAUX BRIDGE, 0.2 MILE WEST OF
 BJ2268'ATCHAFALAYA, 200 FEET WEST OF THE WEST BANK OF ATCHAFALAYA RIVER, 10
 BJ2268'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A COVERED FREIGHT PLATFORM,
 BJ2268'8 FEET WEST OF A SWITCH, 8 FEET NORTHWEST OF THE OLD ROADBED, AND
 BJ2268'UNDER THE FIRST PLANK ON THE NORTHWEST SIDE OF THE RUNWAY TO THE
 BJ2268'FREIGHT PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1867 ***********************************************************************
 CQ1867  DESIGNATION -  V 177
 CQ1867  PID         -  CQ1867
 CQ1867  STATE/COUNTY-  LA/BOSSIER
 CQ1867  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1867
 CQ1867                         *CURRENT SURVEY CONTROL
 CQ1867  ___________________________________________________________________
 CQ1867* NAD 83(1986)-  32 54 24.     (N)    093 43 09.     (W)     SCALED    
 CQ1867* NAVD 88     -       101.373  (meters)     332.59   (feet)  ADJUSTED  
 CQ1867  ___________________________________________________________________
 CQ1867  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ1867  DYNAMIC HT  -         101.261 (meters)     332.22  (feet)  COMP
 CQ1867  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 CQ1867
 CQ1867  VERT ORDER  -  FIRST     CLASS II
 CQ1867
 CQ1867.The horizontal coordinates were scaled from a topographic map and have
 CQ1867.an estimated accuracy of +/- 6 seconds.
 CQ1867
 CQ1867.The orthometric height was determined by differential leveling
 CQ1867.and adjusted by the National Geodetic Survey in June 1991..
 CQ1867
 CQ1867.The geoid height was determined by GEOID03.
 CQ1867
 CQ1867.The dynamic height is computed by dividing the NAVD 88
 CQ1867.geopotential number by the normal gravity value computed on the
 CQ1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1867.degrees latitude (g = 980.6199 gals.).
 CQ1867
 CQ1867.The modeled gravity was interpolated from observed gravity values.
 CQ1867
 CQ1867;                    North         East    Units  Estimated Accuracy
 CQ1867;SPC LA N     -   267,500.      885,940.      MT  (+/- 180 meters Scaled)
 CQ1867
 CQ1867                          SUPERSEDED SURVEY CONTROL
 CQ1867
 CQ1867  NGVD 29 (??/??/??)  101.437  (m)          332.80   (f) ADJUSTED    1 2
 CQ1867
 CQ1867.Superseded values are not recommended for survey control.
 CQ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1867.See file dsdata.txt to determine how the superseded data were derived.
 CQ1867
 CQ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS327411(NAD 83)
 CQ1867_MARKER: DB = BENCH MARK DISK
 CQ1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1867_STAMPING: V 177 1960
 CQ1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1867+STABILITY: SURFACE MOTION
 CQ1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1867+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2004
 CQ1867
 CQ1867  HISTORY     - Date     Condition        Report By
 CQ1867  HISTORY     - 1961     MONUMENTED       CGS
 CQ1867  HISTORY     - 1969     GOOD             LADH
 CQ1867  HISTORY     - 1987     GOOD             USPSQD
 CQ1867  HISTORY     - 20021012 GOOD             USPSQD
 CQ1867  HISTORY     - 20041226 GOOD             USPSQD
 CQ1867
 CQ1867                          STATION DESCRIPTION
 CQ1867
 CQ1867'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1867'1.1 MI W FROM PLAIN DEALING.
 CQ1867'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1867'PLAIN DEALING, THENCE 1.1 MILES WEST ALONG STATE HIGHWAY 2, 59 FEET
 CQ1867'NORTH OF CENTER LINE OF HIGHWAY, 125 FEET EAST OF CENTER LINE OF
 CQ1867'PRIVATE DRIVEWAY LEADING NORTH, 6 FEET WEST OF A POWER POLE, 3 1/2
 CQ1867'FEET EAST OF A T FENCE CORNER POST, 1 1/2 FEET SOUTH OF A FENCE, 1.7
 CQ1867'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE HIGHWAY, SET
 CQ1867'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  SEC 9, T 22N, R
 CQ1867'13W.
 CQ1867
 CQ1867                          STATION RECOVERY (1987)
 CQ1867
 CQ1867'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1867'RECOVERED IN GOOD CONDITION.
 CQ1867
 CQ1867                          STATION RECOVERY (2002)
 CQ1867
 CQ1867'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1867'RECOVERED IN GOOD CONDITION.
 CQ1867
 CQ1867                          STATION RECOVERY (2004)
 CQ1867
 CQ1867'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CQ1867'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1568 ***********************************************************************
 BJ1568  DESIGNATION -  V 178
 BJ1568  PID         -  BJ1568
 BJ1568  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1568  USGS QUAD   -  PONCHATOULA (1994)
 BJ1568
 BJ1568                         *CURRENT SURVEY CONTROL
 BJ1568  ___________________________________________________________________
 BJ1568* NAD 83(1986)-  30 28 16.     (N)    090 27 23.     (W)     SCALED    
 BJ1568* NAVD 88     -         9.795  (meters)      32.14   (feet)  ADJUSTED  
 BJ1568  ___________________________________________________________________
 BJ1568  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ1568  DYNAMIC HT  -           9.782 (meters)      32.09  (feet)  COMP
 BJ1568  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 BJ1568
 BJ1568  VERT ORDER  -  FIRST     CLASS I
 BJ1568
 BJ1568.The horizontal coordinates were scaled from a topographic map and have
 BJ1568.an estimated accuracy of +/- 6 seconds.
 BJ1568
 BJ1568.The orthometric height was determined by differential leveling
 BJ1568.and adjusted by the National Geodetic Survey in February 1994..
 BJ1568
 BJ1568.The geoid height was determined by GEOID03.
 BJ1568
 BJ1568.The dynamic height is computed by dividing the NAVD 88
 BJ1568.geopotential number by the normal gravity value computed on the
 BJ1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1568.degrees latitude (g = 980.6199 gals.).
 BJ1568
 BJ1568.The modeled gravity was interpolated from observed gravity values.
 BJ1568
 BJ1568;                    North         East    Units  Estimated Accuracy
 BJ1568;SPC LA S     -   218,810.    1,084,210.      MT  (+/- 180 meters Scaled)
 BJ1568
 BJ1568                          SUPERSEDED SURVEY CONTROL
 BJ1568
 BJ1568  NAVD 88 (06/15/91)    9.816  (m)           32.20   (f) UNKNOWN     1 1
 BJ1568  NGVD 29 (??/??/??)    9.796  (m)           32.14   (f) ADJUSTED    1 1
 BJ1568
 BJ1568.Superseded values are not recommended for survey control.
 BJ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1568.See file dsdata.txt to determine how the superseded data were derived.
 BJ1568
 BJ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP441737(NAD 83)
 BJ1568_MARKER: DB = BENCH MARK DISK
 BJ1568_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1568_SP_SET: FOOTING
 BJ1568_STAMPING: V 178 1959
 BJ1568_MARK LOGO: CGS   
 BJ1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1568+STABILITY: SURFACE MOTION
 BJ1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1568+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ1568
 BJ1568  HISTORY     - Date     Condition        Report By
 BJ1568  HISTORY     - 1959     MONUMENTED       CGS
 BJ1568  HISTORY     - 1969     GOOD             CGS
 BJ1568  HISTORY     - 1986     GOOD             NGS
 BJ1568  HISTORY     - 19920617 GOOD             NGS
 BJ1568
 BJ1568                          STATION DESCRIPTION
 BJ1568
 BJ1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1568'3.0 MI S FROM HAMMOND.
 BJ1568'ABOUT 2.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1568'STATION AT HAMMOND, THENCE 0.4 MILE WEST-NORTHWEST ACROSS COUNTRY TO
 BJ1568'WFPR RADIO TOWER FOR STATION WFPR, SET VERTICALLY IN THE SOUTH FACE
 BJ1568'FOR THE CONCRETE FOUNDATION FOR THE RADIO TOWER, 230 FEET EAST OF THE
 BJ1568'CENTER LINE OF BUSINESS ROUTE 51 (US HIGHWAY) AND 2.5 FEET ABOVE THE
 BJ1568'LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 2.3 MILES
 BJ1568'SOUTH ALONG U. S. HIGHWAY 51 (BUSINESS ROUTE) FROM THE POST OFFICE AT
 BJ1568'HAMMOND.
 BJ1568
 BJ1568                          STATION RECOVERY (1986)
 BJ1568
 BJ1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1568'RECOVERED IN GOOD CONDITION.  THE RECOVERY IS ADEQUATE EXCEPT THE
 BJ1568'TOWER HAS BEEN RAZED.
 BJ1568
 BJ1568                          STATION RECOVERY (1992)
 BJ1568
 BJ1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1568'3.8 KM (2.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 BJ1568'IN HAMMOND, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOOTING
 BJ1568'FOR A RADIO TOWER (TOWER REMOVED), 81.7 M (268.0 FT) EAST-SOUTHEAST
 BJ1568'OF BENCH MARK 765, 70.1 M (230.0 FT) EAST OF THE HIGHWAY CENTERLINE,
 BJ1568'33.7 M (110.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF SAMS BAIT
 BJ1568'SHOP, 30.9 M (101.4 FT) EAST OF A UTILITY BRACE POLE, AND 0.7 M
 BJ1568'(2.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1775 ***********************************************************************
 BJ1775  DESIGNATION -  V 179
 BJ1775  PID         -  BJ1775
 BJ1775  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1775  USGS QUAD   -  ROSELAND (1981)
 BJ1775
 BJ1775                         *CURRENT SURVEY CONTROL
 BJ1775  ___________________________________________________________________
 BJ1775* NAD 83(1986)-  30 51 53.     (N)    090 30 40.     (W)     SCALED    
 BJ1775* NAVD 88     -        52.512  (meters)     172.28   (feet)  ADJUSTED  
 BJ1775  ___________________________________________________________________
 BJ1775  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1775  DYNAMIC HT  -          52.444 (meters)     172.06  (feet)  COMP
 BJ1775  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ1775
 BJ1775  VERT ORDER  -  FIRST     CLASS I
 BJ1775
 BJ1775.The horizontal coordinates were scaled from a topographic map and have
 BJ1775.an estimated accuracy of +/- 6 seconds.
 BJ1775
 BJ1775.The orthometric height was determined by differential leveling
 BJ1775.and adjusted by the National Geodetic Survey in February 1994..
 BJ1775
 BJ1775.The geoid height was determined by GEOID03.
 BJ1775
 BJ1775.The dynamic height is computed by dividing the NAVD 88
 BJ1775.geopotential number by the normal gravity value computed on the
 BJ1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1775.degrees latitude (g = 980.6199 gals.).
 BJ1775
 BJ1775.The modeled gravity was interpolated from observed gravity values.
 BJ1775
 BJ1775;                    North         East    Units  Estimated Accuracy
 BJ1775;SPC LA S     -   262,410.    1,078,640.      MT  (+/- 180 meters Scaled)
 BJ1775
 BJ1775                          SUPERSEDED SURVEY CONTROL
 BJ1775
 BJ1775  NAVD 88 (06/15/91)   52.566  (m)          172.46   (f) UNKNOWN     1 1
 BJ1775  NGVD 29 (??/??/??)   52.550  (m)          172.41   (f) ADJUSTED    1 1
 BJ1775
 BJ1775.Superseded values are not recommended for survey control.
 BJ1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1775.See file dsdata.txt to determine how the superseded data were derived.
 BJ1775
 BJ1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ379172(NAD 83)
 BJ1775_MARKER: DB = BENCH MARK DISK
 BJ1775_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1775_SP_SET: BRIDGE ABUTMENT
 BJ1775_STAMPING: V 179 1959
 BJ1775_MARK LOGO: CGS   
 BJ1775_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1775+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 BJ1775
 BJ1775  HISTORY     - Date     Condition        Report By
 BJ1775  HISTORY     - 1959     MONUMENTED       CGS
 BJ1775  HISTORY     - 1969     GOOD             CGS
 BJ1775  HISTORY     - 19920630 GOOD             NGS
 BJ1775
 BJ1775                          STATION DESCRIPTION
 BJ1775
 BJ1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1775'0.65 MI S FROM TANGIPAHOA.
 BJ1775'ABOUT 0.65 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1775'CROSSING OF STATE HIGHWAY 440 AT TANGIPAHOA, ABOUT 400 FEET SOUTH OF A
 BJ1775'GRAVELED ROAD CROSSING, SET ON THE TOP OF THE WEST END OF THE NORTH
 BJ1775'CONCRETE ABUTMENT FOR A 54-FOOT LONG BRIDGE WITH 3 PARTITION UNDER THE
 BJ1775'TRACK, 88 FEET SOUTH OF MILEPOST 834, 7 FEET WEST OF THE WEST RAIL AND
 BJ1775'1 FOOT BELOW THE LEVEL OF THE TRACK.
 BJ1775
 BJ1775                          STATION RECOVERY (1992)
 BJ1775
 BJ1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1775'8.2 KM (5.10 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1775'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, IN TOP OF AND 0.3 M
 BJ1775'(1.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 BJ1775'RAILROAD BRIDGE SPANNING A CREEK, 120.4 M (395.0 FT) SOUTH OF THE
 BJ1775'CENTER OF A ROAD, 27.0 M (88.6 FT) SOUTH OF MILEPOST 834, 25.3 M
 BJ1775'(83.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, 6.4 M (21.0 FT)
 BJ1775'WEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 BJ1775'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0058 ***********************************************************************
 BK0058  DESIGNATION -  V 180
 BK0058  PID         -  BK0058
 BK0058  STATE/COUNTY-  LA/EVANGELINE
 BK0058  USGS QUAD   -  MAMOU (1983)
 BK0058
 BK0058                         *CURRENT SURVEY CONTROL
 BK0058  ___________________________________________________________________
 BK0058* NAD 83(1986)-  30 41 35.     (N)    092 29 22.     (W)     SCALED    
 BK0058* NAVD 88     -        17.64   (+/-2cm)      57.9    (feet)  VERTCON   
 BK0058  ___________________________________________________________________
 BK0058  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0058
 BK0058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0058
 BK0058.The horizontal coordinates were scaled from a topographic map and have
 BK0058.an estimated accuracy of +/- 6 seconds.
 BK0058
 BK0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0058.The vertical order pertains to the NGVD 29 superseded value.
 BK0058
 BK0058.The geoid height was determined by GEOID03.
 BK0058
 BK0058;                    North         East    Units  Estimated Accuracy
 BK0058;SPC LA S     -   243,650.      889,240.      MT  (+/- 180 meters Scaled)
 BK0058
 BK0058                          SUPERSEDED SURVEY CONTROL
 BK0058
 BK0058  NGVD 29 (??/??/??)   17.610  (m)           57.78   (f) ADJUSTED    2 0
 BK0058
 BK0058.Superseded values are not recommended for survey control.
 BK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0058.See file dsdata.txt to determine how the superseded data were derived.
 BK0058
 BK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP488956(NAD 83)
 BK0058_MARKER: DB = BENCH MARK DISK
 BK0058_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK0058_SP_SET: 104 FT.
 BK0058_STAMPING: V 180 1961
 BK0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0058
 BK0058  HISTORY     - Date     Condition        Report By
 BK0058  HISTORY     - 1961     MONUMENTED       CGS
 BK0058
 BK0058                          STATION DESCRIPTION
 BK0058
 BK0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0058'5.7 MI NW FROM VIDRINE.
 BK0058'ABOUT 5.7 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0058'BUILDING AT VIDRINE, IN SECTION 21, T 4 S, R 1 W, 142 YARDS SOUTHEAST
 BK0058'OF THE CENTER LINE OF THE MAIN ENTRANCE TO THE CONTINENTAL OIL COMPANY
 BK0058'PUMPING STATION, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BK0058'14 FEET WEST OF A 15-INCH OAK TREE, 2 FEET SOUTHEAST OF THE SOUTHEAST
 BK0058'CONCRETE HEADWALL OF AN ABANDONED CATTLE GUARD, 2 FEET NORTHEAST OF A
 BK0058'FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 BK0058'THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 BK0058'COATED ROD THAT IS DRIVEN TO A DEPTH OF 104 FEET AND IS ENCASED IN A
 BK0058'6-INCH TILE THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1167 ***********************************************************************
 BX1167  DESIGNATION -  V 181
 BX1167  PID         -  BX1167
 BX1167  STATE/COUNTY-  LA/RAPIDES
 BX1167  USGS QUAD   -  ELMER (1971)
 BX1167
 BX1167                         *CURRENT SURVEY CONTROL
 BX1167  ___________________________________________________________________
 BX1167* NAD 83(1986)-  31 08 05.     (N)    092 41 09.     (W)     SCALED    
 BX1167* NAVD 88     -        63.45   (+/-2cm)     208.2    (feet)  VERTCON   
 BX1167  ___________________________________________________________________
 BX1167  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX1167
 BX1167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1167
 BX1167.The horizontal coordinates were scaled from a topographic map and have
 BX1167.an estimated accuracy of +/- 6 seconds.
 BX1167
 BX1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1167.The vertical order pertains to the NGVD 29 superseded value.
 BX1167
 BX1167.The geoid height was determined by GEOID03.
 BX1167
 BX1167;                    North         East    Units  Estimated Accuracy
 BX1167;SPC LA N     -    70,390.      982,280.      MT  (+/- 180 meters Scaled)
 BX1167
 BX1167                          SUPERSEDED SURVEY CONTROL
 BX1167
 BX1167  NGVD 29 (??/??/??)   63.446  (m)          208.16   (f) ADJUSTED    2 0
 BX1167
 BX1167.Superseded values are not recommended for survey control.
 BX1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1167.See file dsdata.txt to determine how the superseded data were derived.
 BX1167
 BX1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ299445(NAD 83)
 BX1167_MARKER: DB = BENCH MARK DISK
 BX1167_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1167_SP_SET: 116 FT
 BX1167_STAMPING: V 181 1961
 BX1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1167
 BX1167  HISTORY     - Date     Condition        Report By
 BX1167  HISTORY     - 1961     MONUMENTED       CGS
 BX1167  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1167
 BX1167                          STATION DESCRIPTION
 BX1167
 BX1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1167'4.55 MI E FROM HINESTON.
 BX1167'ABOUT 4.55 MILES EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF THE
 BX1167'HIGHWAY AND STATE HIGHWAY 28 AT HINESTON, IN SECTION 20, T 2 N, R 3 W,
 BX1167'0.4 MILE WEST OF A STORE AND POST OFFICE AT ELMER, 0.25 MILE WEST OF A
 BX1167'CHURCH AT THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 1199, IN THE
 BX1167'EAST SIDE OF AN OLD FARMYARD SITE, 75 FEET NORTH OF THE CENTER LINE OF
 BX1167'THE HIGHWAY, 91 1/2 FEET SOUTHEAST OF A 24-INCH OAK TREE, 69 1/2 FEET
 BX1167'NORTHWEST OF A POWER POLE, 43 FEET NORTH OF A CORNER FENCE POST, 2 1/2
 BX1167'FEET WEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP
 BX1167'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 116 FEET
 BX1167'AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 2 INCHES.
 BX1167
 BX1167                          STATION RECOVERY (1999)
 BX1167
 BX1167'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0023 ***********************************************************************
 BK0023  DESIGNATION -  V 182
 BK0023  PID         -  BK0023
 BK0023  STATE/COUNTY-  LA/EVANGELINE
 BK0023  USGS QUAD   -  TATE COVE (1992)
 BK0023
 BK0023                         *CURRENT SURVEY CONTROL
 BK0023  ___________________________________________________________________
 BK0023* NAD 83(1986)-  30 44 35.     (N)    092 14 53.     (W)     SCALED    
 BK0023* NAVD 88     -        21.83   (+/-2cm)      71.6    (feet)  VERTCON   
 BK0023  ___________________________________________________________________
 BK0023  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK0023
 BK0023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0023
 BK0023.The horizontal coordinates were scaled from a topographic map and have
 BK0023.an estimated accuracy of +/- 6 seconds.
 BK0023
 BK0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0023.The vertical order pertains to the NGVD 29 superseded value.
 BK0023
 BK0023.The geoid height was determined by GEOID03.
 BK0023
 BK0023;                    North         East    Units  Estimated Accuracy
 BK0023;SPC LA S     -   248,990.      912,410.      MT  (+/- 180 meters Scaled)
 BK0023
 BK0023                          SUPERSEDED SURVEY CONTROL
 BK0023
 BK0023  NGVD 29 (??/??/??)   21.796  (m)           71.51   (f) ADJUSTED    2 0
 BK0023
 BK0023.Superseded values are not recommended for survey control.
 BK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0023.See file dsdata.txt to determine how the superseded data were derived.
 BK0023
 BK0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ719013(NAD 83)
 BK0023_MARKER: DB = BENCH MARK DISK
 BK0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0023_SP_SET: CULVERT
 BK0023_STAMPING: V 182 1961
 BK0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0023
 BK0023  HISTORY     - Date     Condition        Report By
 BK0023  HISTORY     - 1961     MONUMENTED       CGS
 BK0023
 BK0023                          STATION DESCRIPTION
 BK0023
 BK0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0023'4.9 MI N FROM VILLE PLATTE.
 BK0023'ABOUT 0.5 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0023'STATION AT VILLE PLATTE, THENCE 0.5 MILE EAST ALONG EAST LINCOLN
 BK0023'STREET, THENCE 3.9 MILES NORTH ALONG STATE HIGHWAY 29, 28 1/2 FEET
 BK0023'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 BK0023'END OF A CULVERT UNDER THE HIGHWAY, 29 1/2 FEET EAST OF A FENCE, AND
 BK0023'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1045 ***********************************************************************
 BJ1045  DESIGNATION -  V 192
 BJ1045  PID         -  BJ1045
 BJ1045  STATE/COUNTY-  LA/IBERVILLE
 BJ1045  USGS QUAD   -  WHITE CASTLE (1992)
 BJ1045
 BJ1045                         *CURRENT SURVEY CONTROL
 BJ1045  ___________________________________________________________________
 BJ1045* NAD 83(1986)-  30 11 41.     (N)    091 09 11.     (W)     SCALED    
 BJ1045* NAVD 88     -         7.613  (meters)      24.98   (feet)  ADJUSTED  
 BJ1045  ___________________________________________________________________
 BJ1045  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1045  DYNAMIC HT  -           7.603 (meters)      24.94  (feet)  COMP
 BJ1045  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BJ1045
 BJ1045  VERT ORDER  -  FIRST     CLASS I
 BJ1045
 BJ1045.The horizontal coordinates were scaled from a topographic map and have
 BJ1045.an estimated accuracy of +/- 6 seconds.
 BJ1045
 BJ1045.The orthometric height was determined by differential leveling
 BJ1045.and adjusted by the National Geodetic Survey in February 1994..
 BJ1045
 BJ1045.The geoid height was determined by GEOID03.
 BJ1045
 BJ1045.The dynamic height is computed by dividing the NAVD 88
 BJ1045.geopotential number by the normal gravity value computed on the
 BJ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1045.degrees latitude (g = 980.6199 gals.).
 BJ1045
 BJ1045.The modeled gravity was interpolated from observed gravity values.
 BJ1045
 BJ1045;                    North         East    Units  Estimated Accuracy
 BJ1045;SPC LA S     -   187,860.    1,017,360.      MT  (+/- 180 meters Scaled)
 BJ1045
 BJ1045                          SUPERSEDED SURVEY CONTROL
 BJ1045
 BJ1045  NGVD 29 (??/??/??)    7.689  (m)           25.23   (f) ADJUSTED    1 1
 BJ1045
 BJ1045.Superseded values are not recommended for survey control.
 BJ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1045.See file dsdata.txt to determine how the superseded data were derived.
 BJ1045
 BJ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP778418(NAD 83)
 BJ1045_MARKER: DB = BENCH MARK DISK
 BJ1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1045_SP_SET: CONCRETE POST
 BJ1045_STAMPING: V 192 1964
 BJ1045_MARK LOGO: CGS   
 BJ1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1045+STABILITY: SURFACE MOTION
 BJ1045
 BJ1045  HISTORY     - Date     Condition        Report By
 BJ1045  HISTORY     - 1964     MONUMENTED       CGS
 BJ1045  HISTORY     - 1976     GOOD             NGS
 BJ1045  HISTORY     - 1986     GOOD             NGS
 BJ1045
 BJ1045                          STATION DESCRIPTION
 BJ1045
 BJ1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1045'4.45 MI SW FROM CARVILLE.
 BJ1045'ABOUT 4.45 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION
 BJ1045'OF STATE HIGHWAY 30 AT CARVILLE, ABOUT 0.1 MILE SOUTH OF THE JUNCTION
 BJ1045'OF A GRAVEL ROAD LEADING EAST TO A LARGE BARN PAINTED GREEN AND STOCK
 BJ1045'PENS, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 79 1/2 FEET
 BJ1045'NORTH OF A VERY LARGE LIVE OAK TREE, 0.6 FOOT WEST OF A FENCE LINE, 1
 BJ1045'1/2 FEET SOUTH OF A METAL WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF
 BJ1045'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 BJ1045'ABOVE THE LEVEL OF THE GROUND.
 BJ1045
 BJ1045                          STATION RECOVERY (1976)
 BJ1045
 BJ1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1045'4.45 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION OF
 BJ1045'STATE HIGHWAY 75 AT CARVILLE, ABOUT 0.10 MILE SOUTH OF THE JUNCTION
 BJ1045'OF A GRAVEL ROAD LEADING EAST TO A LARGE BARN PAINTED GREEN AND
 BJ1045'STOCK PENS, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 79.5
 BJ1045'FEET NORTH OF A VERY LARGE OAK TREE AND 0.6 FOOT WEST OF A FENCE
 BJ1045'LINE.
 BJ1045
 BJ1045                          STATION RECOVERY (1986)
 BJ1045
 BJ1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0437 ***********************************************************************
 AT0437  DESIGNATION -  V 194
 AT0437  PID         -  AT0437
 AT0437  STATE/COUNTY-  LA/PLAQUEMINES
 AT0437  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT0437
 AT0437                         *CURRENT SURVEY CONTROL
 AT0437  ___________________________________________________________________
 AT0437* NAD 83(1992)-  29 34 08.30770(N)    089 47 49.32459(W)     ADJUSTED  
 AT0437* NAVD 88     -         0.80   (+/-2cm)       2.6  **(feet)  VERTCON   
 AT0437  **This station is located in a subsidence area (see below).
 AT0437  ___________________________________________________________________
 AT0437  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AT0437  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AT0437
 AT0437  HORZ ORDER  -  SECOND
 AT0437  VERT ORDER  -  FIRST     CLASS I (See Below)
 AT0437
 AT0437.The horizontal coordinates were established by classical geodetic methods
 AT0437.and adjusted by the National Geodetic Survey in January 1993..
 AT0437
 AT0437 ** The orthometric height has not been validated since last determined
 AT0437 ** by differential leveling and should not be used for control purposes.
 AT0437 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT0437 ** area with valid NAVD 88 orthometric heights.
 AT0437 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0437 ** epoch indicated which incorporates improved geoid heights for the
 AT0437 ** Southern Louisiana Subsidence area.
 AT0437 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0437.The vertical order pertains to the NGVD 29 superseded value.
 AT0437
 AT0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0437
 AT0437.The geoid height was determined by GEOID03.
 AT0437
 AT0437;                    North         East     Units Scale Factor Converg.
 AT0437;SPC LA S     -   119,488.708 1,148,856.814   MT  0.99995397   +0 46 05.4
 AT0437;SPC LA S     -   392,022.54  3,769,207.73   sFT  0.99995397   +0 46 05.4
 AT0437;UTM  16      - 3,274,291.397   229,018.730   MT  1.00050615   -1 22 52.0
 AT0437
 AT0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0437!SPC LA S     -   1.00000376  x   0.99995397  =   0.99995773
 AT0437!UTM  16      -   1.00000376  x   1.00050615  =   1.00050991
 AT0437
 AT0437                          SUPERSEDED SURVEY CONTROL
 AT0437
 AT0437  NAD 83(1986)-  29 34 08.31887(N)    089 47 49.32933(W) AD(       ) 2
 AT0437  NAD 27      -  29 34 07.54791(N)    089 47 49.08801(W) AD(       ) 2
 AT0437  NGVD 29 (??/??/??)    0.892  (m)            2.93   (f) ADJUSTED    1 1
 AT0437
 AT0437.Superseded values are not recommended for survey control.
 AT0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0437.See file dsdata.txt to determine how the superseded data were derived.
 AT0437
 AT0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2901974291(NAD 83)
 AT0437_MARKER: DB = BENCH MARK DISK
 AT0437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0437_SP_SET: 120 FEET
 AT0437_STAMPING: V 194 1964
 AT0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0437
 AT0437  HISTORY     - Date     Condition        Report By
 AT0437  HISTORY     - 1966     MONUMENTED       CGS
 AT0437  HISTORY     - 1970     GOOD             NGS
 AT0437  HISTORY     - 1971     GOOD             NGS
 AT0437  HISTORY     - 1984     MARK NOT FOUND   NGS
 AT0437
 AT0437                          STATION DESCRIPTION
 AT0437
 AT0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AT0437'STATION IS ABOUT 13 MILES SOUTHEAST OF MYRTLE GROVE, 8-1/2 MILES
 AT0437'NORTHWEST OF PORT
 AT0437'SULPHUR, 6-1/2 MILES EAST OF HERMITAGE AND ON THE SOUTHEAST
 AT0437'SIDE OF THE ENTRANCE ROAD OF THE
 AT0437'POINT A LA HACHE FERRY LANDING.
 AT0437'
 AT0437'BENCH MARK V194, A STANDARD BENCH MARK DISK STAMPED V194 1964, IS
 AT0437'CRIMPED TO THE TOP
 AT0437'OF A 5/8 INCH COPPER WELD GROUND ROD, ENCASED IN A
 AT0437'4 INCH ORANGEBURG PIPE WHICH IS FLUSH
 AT0437'WITH THE GROUND SURFACE.  IT IS
 AT0437'53 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 22 FEET
 AT0437'NORTH OF THE NORTH
 AT0437'RAIL OF THE RAILROAD TRACK AND 1 FOOT EAST OF A METAL WITNESS POST.
 AT0437
 AT0437                          STATION RECOVERY (1970)
 AT0437
 AT0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AT0437'8.75 MI NW FROM PORT SULPHUR.
 AT0437'8.7 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE FIRE STATION AND
 AT0437'CEMETERY AT PORT SULPHUR, THENCE 0.1 MILE NORTHEAST ALONG A SHELL ROAD
 AT0437'TOWARD THE FERRY LANDING, AT WEST POINT A LA HACHE, BETWEEN THE
 AT0437'MISSISSIPPI RIVER LEVEE AND THE MISSOURI PACIFIC RAILROAD TRACKS, 177
 AT0437'YARDS NORTHEAST AND ACROSS THE TRACKS FROM THE CENTER OF THE HIGHWAY,
 AT0437'ABOUT 325 FEET SOUTH OF THE FERRY LANDING, 46 FEET SOUTHWEST OF THE
 AT0437'TOP OF THE LEVEE, 50 FEET EAST OF THE CENTER OF THE SHELL ROAD LEADING
 AT0437'TO THE FERRY LANDING, 54 FEET NORTH-NORTHEAST OF POWERLINE POLE WITH 2
 AT0437'TRANSFORMERS, 49.5 FEET WEST OF LEVEE STATION POST WITH THE NUMBERS
 AT0437'1768+11.6, 22 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 1
 AT0437'FOOT SOUTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 AT0437'SHELL ROAD, A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH
 AT0437'THE GROUND AND PROTECTED BY A 4 INCH TILE WHICH IS FLUSH WITH THE
 AT0437'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 120 FEET.
 AT0437
 AT0437                          STATION RECOVERY (1971)
 AT0437
 AT0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0437'RECOVERED IN GOOD CONDITION.
 AT0437
 AT0437                          STATION RECOVERY (1984)
 AT0437
 AT0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0437'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3122 ***********************************************************************
 AI3122  DESIGNATION -  V 197 RESET
 AI3122  PID         -  AI3122
 AI3122  STATE/COUNTY-  LA/EAST BATON ROUGE
 AI3122  USGS QUAD   -  BATON ROUGE EAST (1995)
 AI3122
 AI3122                         *CURRENT SURVEY CONTROL
 AI3122  ___________________________________________________________________
 AI3122* NAD 83(1986)-  30 26 49.     (N)    091 06 42.     (W)     SCALED    
 AI3122* NAVD 88     -        14.02   (+/-2cm)      46.0    (feet)  VERTCON   
 AI3122  ___________________________________________________________________
 AI3122  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AI3122
 AI3122  VERT ORDER  -  THIRD (See Below)
 AI3122
 AI3122.The horizontal coordinates were scaled from a topographic map and have
 AI3122.an estimated accuracy of +/- 6 seconds.
 AI3122
 AI3122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3122.The vertical order pertains to the NGVD 29 superseded value.
 AI3122
 AI3122.The geoid height was determined by GEOID03.
 AI3122
 AI3122;                    North         East    Units  Estimated Accuracy
 AI3122;SPC LA S     -   215,830.    1,021,290.      MT  (+/- 180 meters Scaled)
 AI3122
 AI3122                          SUPERSEDED SURVEY CONTROL
 AI3122
 AI3122  NGVD 29 (09/18/05)   14.05   (m)           46.1    (f) RESET       3  
 AI3122
 AI3122.Superseded values are not recommended for survey control.
 AI3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3122.See file dsdata.txt to determine how the superseded data were derived.
 AI3122
 AI3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP813698(NAD 83)
 AI3122_MARKER: I = METAL ROD
 AI3122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI3122_STAMPING: V 197 RESET 1997
 AI3122_MARK LOGO: NGS   
 AI3122_PROJECTION: FLUSH
 AI3122_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3122+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI3122_ROD/PIPE-DEPTH: 7.32 meters
 AI3122
 AI3122  HISTORY     - Date     Condition        Report By
 AI3122  HISTORY     - 1997     MONUMENTED       LADTD
 AI3122
 AI3122                          STATION DESCRIPTION
 AI3122
 AI3122'DESCRIBED BY LA TRANSP AND DEV 1997 (SLC)
 AI3122'THE STATION IS LOCATED IN BATON ROUGE NEAR THE SOUTHWEST CORNER OF
 AI3122'INDEPENDENCE PARK.  OWNERSHIP--EAST BATON ROUGE PARISH.  TO REACH THE
 AI3122'STATION FROM THE INTERSECTION OF FLORIDA BLVD AND LOBDELL AVE IN BATON
 AI3122'ROUGE, GO SOUTH FOR 0.4 MI (0.6 KM) ON LOBDELL AVENUE TO THE STATION
 AI3122'SET ON THE LEFT.  THE STATION IS 27.0 FT (8.2 M) EAST-NORTHEAST FROM
 AI3122'THE CENTER OF THE NORTH BOUND LANES OF LOBDELL AVE, 17.5 FT (5.3 M)
 AI3122'NORTH-NORTHWEST FROM THE SOUTHWEST FENCE CORNER AROUND THE PARK, 15.0
 AI3122'FT (4.6 M) SOUTH-SOUTHEAST FROM THE SOUTH WALL OF A BUS STOP BOOTH,
 AI3122'1.0 FT (0.3 M) WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST AND CHAIN
 AI3122'LINK FENCE, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 AI3122'AVE.  THE MARK IS ACESSED THROUGH A STANDARD LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0325 ***********************************************************************
 BJ0325  DESIGNATION -  V 201
 BJ0325  PID         -  BJ0325
 BJ0325  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0325  USGS QUAD   -  LOTTIE (1994)
 BJ0325
 BJ0325                         *CURRENT SURVEY CONTROL
 BJ0325  ___________________________________________________________________
 BJ0325* NAD 83(1986)-  30 31 26.     (N)    091 43 29.     (W)     SCALED    
 BJ0325* NAVD 88     -         8.424  (meters)      27.64   (feet)  ADJUSTED  
 BJ0325  ___________________________________________________________________
 BJ0325  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ0325  DYNAMIC HT  -           8.413 (meters)      27.60  (feet)  COMP
 BJ0325  MODELED GRAV-     979,339.6   (mgal)                       NAVD 88
 BJ0325
 BJ0325  VERT ORDER  -  FIRST     CLASS I
 BJ0325
 BJ0325.The horizontal coordinates were scaled from a topographic map and have
 BJ0325.an estimated accuracy of +/- 6 seconds.
 BJ0325
 BJ0325.The orthometric height was determined by differential leveling
 BJ0325.and adjusted by the National Geodetic Survey in February 1994..
 BJ0325
 BJ0325.The geoid height was determined by GEOID03.
 BJ0325
 BJ0325.The dynamic height is computed by dividing the NAVD 88
 BJ0325.geopotential number by the normal gravity value computed on the
 BJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0325.degrees latitude (g = 980.6199 gals.).
 BJ0325
 BJ0325.The modeled gravity was interpolated from observed gravity values.
 BJ0325
 BJ0325;                    North         East    Units  Estimated Accuracy
 BJ0325;SPC LA S     -   224,400.      962,440.      MT  (+/- 180 meters Scaled)
 BJ0325
 BJ0325                          SUPERSEDED SURVEY CONTROL
 BJ0325
 BJ0325  NAVD 88 (06/15/91)    8.474  (m)           27.80   (f) UNKNOWN     1 1
 BJ0325  NGVD 29 (??/??/??)    8.447  (m)           27.71   (f) ADJUSTED    1 1
 BJ0325
 BJ0325.Superseded values are not recommended for survey control.
 BJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0325.See file dsdata.txt to determine how the superseded data were derived.
 BJ0325
 BJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP223775(NAD 83)
 BJ0325_MARKER: DB = BENCH MARK DISK
 BJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0325_SP_SET: CONCRETE POST
 BJ0325_STAMPING: V 201 1964
 BJ0325_MARK LOGO: CGS   
 BJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0325+STABILITY: SURFACE MOTION
 BJ0325
 BJ0325  HISTORY     - Date     Condition        Report By
 BJ0325  HISTORY     - 1964     MONUMENTED       CGS
 BJ0325  HISTORY     - 1965     GOOD             CGS
 BJ0325  HISTORY     - 1976     GOOD             NGS
 BJ0325  HISTORY     - 1986     GOOD             NGS
 BJ0325
 BJ0325                          STATION DESCRIPTION
 BJ0325
 BJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0325'2.7 MI SE FROM KROTZ SPRINGS.
 BJ0325'ABOUT 1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0325'STATION AT KROTZ SPRINGS, THENCE 1.6 MILES SOUTH ALONG STATE ROAD 975,
 BJ0325'21 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A
 BJ0325'FENCE, 4 FEET NORTH OF THE NORTH GATE POST FOR A GATE IN THE FENCE,
 BJ0325'4.0 FEET NORTHEAST OF WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 BJ0325'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BJ0325'INCHES.
 BJ0325
 BJ0325                          STATION RECOVERY (1976)
 BJ0325
 BJ0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0325'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0325'POST OFFICE, THENCE 1.6 MILE SOUTH ALONG STATE HIGHWAY 975,
 BJ0325'AT A WOODEN GATE IN THE EAST FENCE LINE, 18 FT NORTHEAST OF THE
 BJ0325'CENTER LINE OF THE HIGHWAY, 147 FT NORTHWEST OF POWER LINE POLE
 BJ0325'NUMBER 24-33, 5.5 FT NORTHWEST OF THE NORTHWEST END OF THE GATE,
 BJ0325'3.0 FT NORTHEAST OF THE FENCE.
 BJ0325
 BJ0325                          STATION RECOVERY (1986)
 BJ0325
 BJ0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8263 ***********************************************************************
 AC8263  DESIGNATION -  V 204 RESET
 AC8263  PID         -  AC8263
 AC8263  STATE/COUNTY-  LA/POINTE COUPEE
 AC8263  USGS QUAD   -  ERWINVILLE (1980)
 AC8263
 AC8263                         *CURRENT SURVEY CONTROL
 AC8263  ___________________________________________________________________
 AC8263* NAD 83(1986)-  30 33 06.     (N)    091 27 38.     (W)     SCALED    
 AC8263* NAVD 88     -         5.21   (meters)      17.1    (feet)  RESET     
 AC8263  ___________________________________________________________________
 AC8263  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AC8263
 AC8263  VERT ORDER  -  THIRD
 AC8263
 AC8263.The horizontal coordinates were scaled from a topographic map and have
 AC8263.an estimated accuracy of +/- 6 seconds.
 AC8263
 AC8263.The orthometric height was computed from unverified reset data.
 AC8263
 AC8263.The geoid height was determined by GEOID03.
 AC8263
 AC8263;                    North         East    Units  Estimated Accuracy
 AC8263;SPC LA S     -   227,430.      987,790.      MT  (+/- 180 meters Scaled)
 AC8263
 AC8263                          SUPERSEDED SURVEY CONTROL
 AC8263
 AC8263.No superseded survey control is available for this station.
 AC8263
 AC8263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP476809(NAD 83)
 AC8263_MARKER: I = METAL ROD
 AC8263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8263_STAMPING: V 204 RESET 1995
 AC8263_MARK LOGO: NGS   
 AC8263_PROJECTION: FLUSH
 AC8263_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8263+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8263_ROD/PIPE-DEPTH: 6.10 meters
 AC8263
 AC8263  HISTORY     - Date     Condition        Report By
 AC8263  HISTORY     - 1995     MONUMENTED       LADTD
 AC8263
 AC8263                          STATION DESCRIPTION
 AC8263
 AC8263'DESCRIBED BY LA TRANSP AND DEV 1995 (SLC)
 AC8263'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) WEST-NORTHWEST OF
 AC8263'ERWINVILLE, 4.0 MI (6.4 KM) EAST OF LIVONIA AND 8.0 MI (12.9 KM)
 AC8263'SOUTH-SOUTHWEST OF NEW ROADS.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8263'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AC8263'OF U S HIGHWAY 190 AND STATE HIGHWAY 413 IN ERWINVILLE, GO WEST FOR
 AC8263'3.4 MI (5.5 KM) ON HIGHWAY 190 TO THE STATION SET ON THE RIGHT IN
 AC8263'FRONT OF A WOOD FRAME HOUSE ON THE D K WILLIAMS ESTATE AND ON THE EAST
 AC8263'BANK OF THE GROSSE TETE BAYOU. THE STATION IS 134.0 FT (40.8 M)
 AC8263'NORTH-NORTHEAST FROM THE CENTER OF THE WEST BOUND LANES OF HIGHWAY
 AC8263'190, 103.0 FT (31.4 M) EAST FROM A POWER POLE NUMBER 70 WITH
 AC8263'TRANSFORMER ATTACHED AT THE EAST EDGE OF THE BAYOU, 78.0 FT (23.8 M)
 AC8263'SOUTH-SOUTHWEST FROM THE SOUHTWEST CORNER OF THE HOUSE, 76.0 FT (23.2
 AC8263'M) SOUTHWEST FROM A 60.0 INCH OAK TREE, 29.0 FT (8.8 M) EAST-SOUTHEAST
 AC8263'FROM THE CENTER OF A GATE ACROSS DRIVE INTO THE HOUSE, 0.5 FT (15.2
 AC8263'CM) SOUTH-SOUTHWEST FROM A PIPE FENCE AND FIBERGLASS WITNESS POST,
 AC8263'FLUSH WITH THE GROUND SURFACE AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL
 AC8263'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0331 ***********************************************************************
 BJ0331  DESIGNATION -  V 205
 BJ0331  PID         -  BJ0331
 BJ0331  STATE/COUNTY-  LA/ST LANDRY
 BJ0331  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0331
 BJ0331                         *CURRENT SURVEY CONTROL
 BJ0331  ___________________________________________________________________
 BJ0331* NAD 83(1986)-  30 32 34.     (N)    091 50 00.     (W)     SCALED    
 BJ0331* NAVD 88     -        14.359  (meters)      47.11   (feet)  ADJUSTED  
 BJ0331  ___________________________________________________________________
 BJ0331  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ0331  DYNAMIC HT  -          14.340 (meters)      47.05  (feet)  COMP
 BJ0331  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ0331
 BJ0331  VERT ORDER  -  FIRST     CLASS I
 BJ0331
 BJ0331.The horizontal coordinates were scaled from a topographic map and have
 BJ0331.an estimated accuracy of +/- 6 seconds.
 BJ0331
 BJ0331.The orthometric height was determined by differential leveling
 BJ0331.and adjusted by the National Geodetic Survey in February 1994..
 BJ0331
 BJ0331.The geoid height was determined by GEOID03.
 BJ0331
 BJ0331.The dynamic height is computed by dividing the NAVD 88
 BJ0331.geopotential number by the normal gravity value computed on the
 BJ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0331.degrees latitude (g = 980.6199 gals.).
 BJ0331
 BJ0331.The modeled gravity was interpolated from observed gravity values.
 BJ0331
 BJ0331;                    North         East    Units  Estimated Accuracy
 BJ0331;SPC LA S     -   226,540.      952,020.      MT  (+/- 180 meters Scaled)
 BJ0331
 BJ0331                          SUPERSEDED SURVEY CONTROL
 BJ0331
 BJ0331  NAVD 88 (06/15/91)   14.406  (m)           47.26   (f) UNKNOWN     1 1
 BJ0331  NGVD 29 (??/??/??)   14.378  (m)           47.17   (f) ADJUSTED    1 1
 BJ0331
 BJ0331.Superseded values are not recommended for survey control.
 BJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0331.See file dsdata.txt to determine how the superseded data were derived.
 BJ0331
 BJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP119795(NAD 83)
 BJ0331_MARKER: DB = BENCH MARK DISK
 BJ0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0331_SP_SET: ABUTMENT
 BJ0331_STAMPING: V 205 1964
 BJ0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0331
 BJ0331  HISTORY     - Date     Condition        Report By
 BJ0331  HISTORY     - 1964     MONUMENTED       CGS
 BJ0331  HISTORY     - 1976     GOOD             NGS
 BJ0331
 BJ0331                          STATION DESCRIPTION
 BJ0331
 BJ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0331'4.55 MI W FROM KROTZ SPRINGS.
 BJ0331'ABOUT 4.55 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0331'STATION AT KROTZ SPRINGS, 2 POLES EAST OF MILEPOST 605-10, SET IN THE
 BJ0331'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A LONG CONCRETE
 BJ0331'BRIDGE, 5.8 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1/2 FOOT BELOW THE
 BJ0331'LEVEL OF THE TRACK.
 BJ0331
 BJ0331                          STATION RECOVERY (1976)
 BJ0331
 BJ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0331'5.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0331'OFFICE AT KROTZ SPRINGS, 2.50 POLES EAST OF MILEPOST 605-10, SET IN
 BJ0331'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE RAIL
 BJ0331'ROAD BRIDGE, 6.8 FT SOUTH OF SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0083 ***********************************************************************
 BJ0083  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0083  DESIGNATION -  V 206
 BJ0083  PID         -  BJ0083
 BJ0083  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0083  USGS QUAD   -  WALLS (1994)
 BJ0083
 BJ0083                         *CURRENT SURVEY CONTROL
 BJ0083  ___________________________________________________________________
 BJ0083* NAD 83(1992)-  30 37 11.31219(N)    091 18 54.75705(W)     ADJUSTED  
 BJ0083* NAVD 88     -        10.05 **(meters)      33.0  **(feet)  GPS OBS(2004.65)
 BJ0083  **This station is located in a subsidence area (see below).
 BJ0083  ___________________________________________________________________
 BJ0083  X           -    -126,092.345 (meters)                     COMP
 BJ0083  Y           -  -5,492,118.069 (meters)                     COMP
 BJ0083  Z           -   3,229,683.093 (meters)                     COMP
 BJ0083  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BJ0083  ELLIP HEIGHT-         -17.22  (meters)          (12/29/04) GPS OBS
 BJ0083  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0083  DYNAMIC HT  -          10.04  (meters)      32.9   (feet)  COMP
 BJ0083  MODELED GRAV-     979,355.0   (mgal)                       NAVD 88
 BJ0083
 BJ0083  HORZ ORDER  -  B
 BJ0083  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0083  ELLP ORDER  -  FOURTH    CLASS I
 BJ0083
 BJ0083.The horizontal coordinates were established by GPS observations
 BJ0083.and adjusted by the National Geodetic Survey in December 2004..
 BJ0083
 BJ0083 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0083 ** and geoid heights are valid at the date of observation. These heights
 BJ0083 ** must always be validated when used as control.
 BJ0083 ** The orthometric height was determined by GPS observations using
 BJ0083 ** precise GPS observation and processing techniques and a new
 BJ0083 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0083 ** determined for this station.
 BJ0083 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0083 ** epoch indicated which incorporates improved geoid heights for the
 BJ0083 ** Southern Louisiana Subsidence area.
 BJ0083 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0083.The orthometric height was determined by GPS observations and a
 BJ0083.high-resolution geoid model using precise GPS observation and
 BJ0083.processing techniques. It supersedes the leveled height previously
 BJ0083.determined for this station.
 BJ0083.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0083
 BJ0083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0083
 BJ0083.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0083
 BJ0083.The ellipsoidal height was determined by GPS observations
 BJ0083.and is referenced to NAD 83.
 BJ0083
 BJ0083.The geoid height was determined by GEOID03.
 BJ0083
 BJ0083.The dynamic height is computed by dividing the NAVD 88
 BJ0083.geopotential number by the normal gravity value computed on the
 BJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0083.degrees latitude (g = 980.6199 gals.).
 BJ0083
 BJ0083.The modeled gravity was interpolated from observed gravity values.
 BJ0083
 BJ0083;                    North         East     Units Scale Factor Converg.
 BJ0083;SPC LA S     -   234,973.364 1,001,737.629   MT  0.99998393   +0 00 32.6
 BJ0083;SPC LA S     -   770,908.45  3,286,534.20   sFT  0.99998393   +0 00 32.6
 BJ0083;UTM  15      - 3,388,677.975   661,486.092   MT  0.99992170   +0 51 29.9
 BJ0083
 BJ0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0083!SPC LA S     -   1.00000270  x   0.99998393  =   0.99998663
 BJ0083!UTM  15      -   1.00000270  x   0.99992170  =   0.99992440
 BJ0083
 BJ0083                          SUPERSEDED SURVEY CONTROL
 BJ0083
 BJ0083  NAVD 88 (02/14/94)   10.091  (m)           33.11   (f) ADJUSTED    1 1
 BJ0083  NAVD 88 (06/15/91)   10.121  (m)           33.21   (f) UNKNOWN     1 1
 BJ0083  NGVD 29 (??/??/??)   10.079  (m)           33.07   (f) ADJUSTED    1 1
 BJ0083
 BJ0083.Superseded values are not recommended for survey control.
 BJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0083.See file dsdata.txt to determine how the superseded data were derived.
 BJ0083
 BJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6148688678(NAD 83)
 BJ0083_MARKER: DB = BENCH MARK DISK
 BJ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0083_STAMPING: V206 1964
 BJ0083_PROJECTION: FLUSH
 BJ0083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0083+STABILITY: SURFACE MOTION
 BJ0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0083+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 BJ0083
 BJ0083  HISTORY     - Date     Condition        Report By
 BJ0083  HISTORY     - 1964     MONUMENTED       CGS
 BJ0083  HISTORY     - 1976     GOOD             NGS
 BJ0083  HISTORY     - 20021030 GOOD             3001
 BJ0083
 BJ0083                          STATION DESCRIPTION
 BJ0083
 BJ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0083'7.2 MI NW FROM DEVALL.
 BJ0083'ABOUT 7.2 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0083'ELEMENTARY SCHOOL AT DEVALL, ABOUT 0.15 MILE SOUTH OF THE CENTER OF A
 BJ0083'GATE OVER A TRACK ROAD ON THE TOP OF A LEVEE, 51 FEET EAST OF THE
 BJ0083'CENTER LINE OF THE HIGHWAY, 122 FEET WEST OF THE CENTER LINE OF A DIRT
 BJ0083'LEVEE, 89 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 2 FEET EAST OF
 BJ0083'A FENCE, 2.5 FEET EAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BJ0083'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BJ0083
 BJ0083                          STATION RECOVERY (1976)
 BJ0083
 BJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0083'7.21 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0083'ELEMENTARY SCHOOL AT DEVALL, 0.15 MILE  SOUTH OF JUNCTION WITH A
 BJ0083'ROAD LEADING EAST OVER LEVEE, 12.5 FT NORTH OF THE EXTENDED CENTER
 BJ0083'OF THE HIGHWAY, 122 FT WEST OF THE CENTER LINE OF WEST LEVEE ROAD
 BJ0083'OF MISSISSPPI RIVER, 85 FT SOUTH OF CONCRETE RAIL OF WEST MARKER
 BJ0083'POST, 20 FT EAST OF A FENCE.
 BJ0083
 BJ0083                          STATION RECOVERY (2002)
 BJ0083
 BJ0083'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0083'THE STATION IS LOCATED IN WALLS, 7.2 MILES NORTHWEST OF DEVALL
 BJ0083'ELEMENTARY SCHOOL, 0.15  MILES SOUTH OF A METAL PIPE GATE WITH GRASS
 BJ0083'RAMP LEADING NORTH WEST ONTO LEVEE.
 BJ0083' 
 BJ0083'OWNERSHIP- GOVERNMENT
 BJ0083' 
 BJ0083'TO REACH THE STATION FROM THE INTERSECTION OF HWY 415 AND HWY 414 GO
 BJ0083'SOUTH ON HWY 415  FOR 3.2 MILES TO A MARK ON THE LEFT JUST EAST OF
 BJ0083'FENCE AT TOE OF LEVEE.
 BJ0083' 
 BJ0083'THE STATION IS 120' WEST OF THE CENTERLINE OF LEVEE, 51.4' EAST OF
 BJ0083'CENTERLINE OF HWY 415, 2.5'   EAST OF OLD BARBED WIRE FENCE, 0.5' WEST
 BJ0083'A YELLOW PAINTED 2IN PVC PIPE, 2.5' EAST OF A  WITNESS SIGN NAILED TO
 BJ0083'FENCE POST. STATION IS A BENCH MARK DISK ON A CONCRETE MONUMENT
 BJ0083'STAMPED V206 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0055 ***********************************************************************
 BJ0055  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0055  DESIGNATION -  V 207
 BJ0055  PID         -  BJ0055
 BJ0055  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0055  USGS QUAD   -  MORGANZA (1994)
 BJ0055
 BJ0055                         *CURRENT SURVEY CONTROL
 BJ0055  ___________________________________________________________________
 BJ0055* NAD 83(1992)-  30 43 50.46906(N)    091 30 01.58348(W)     ADJUSTED  
 BJ0055* NAVD 88     -        11.61 **(meters)      38.1  **(feet)  GPS OBS(2004.65)
 BJ0055  **This station is located in a subsidence area (see below).
 BJ0055  ___________________________________________________________________
 BJ0055  X           -    -143,682.763 (meters)                     COMP
 BJ0055  Y           -  -5,485,414.068 (meters)                     COMP
 BJ0055  Z           -   3,240,256.076 (meters)                     COMP
 BJ0055  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ0055  ELLIP HEIGHT-         -15.68  (meters)          (05/09/05) GPS OBS
 BJ0055  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0055  DYNAMIC HT  -          11.59  (meters)      38.0   (feet)  COMP
 BJ0055  MODELED GRAV-     979,363.6   (mgal)                       NAVD 88
 BJ0055
 BJ0055  HORZ ORDER  -  B
 BJ0055  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0055  ELLP ORDER  -  FOURTH    CLASS II
 BJ0055
 BJ0055.The horizontal coordinates were established by GPS observations
 BJ0055.and adjusted by the National Geodetic Survey in May 2005..
 BJ0055
 BJ0055 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0055 ** and geoid heights are valid at the date of observation. These heights
 BJ0055 ** must always be validated when used as control.
 BJ0055 ** The orthometric height was determined by GPS observations using
 BJ0055 ** precise GPS observation and processing techniques and a new
 BJ0055 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0055 ** determined for this station.
 BJ0055 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0055 ** epoch indicated which incorporates improved geoid heights for the
 BJ0055 ** Southern Louisiana Subsidence area.
 BJ0055 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0055.The orthometric height was determined by GPS observations and a
 BJ0055.high-resolution geoid model using precise GPS observation and
 BJ0055.processing techniques. It supersedes the leveled height previously
 BJ0055.determined for this station.
 BJ0055.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0055
 BJ0055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0055
 BJ0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0055
 BJ0055.The ellipsoidal height was determined by GPS observations
 BJ0055.and is referenced to NAD 83.
 BJ0055
 BJ0055.The geoid height was determined by GEOID03.
 BJ0055
 BJ0055.The dynamic height is computed by dividing the NAVD 88
 BJ0055.geopotential number by the normal gravity value computed on the
 BJ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0055.degrees latitude (g = 980.6199 gals.).
 BJ0055
 BJ0055.The modeled gravity was interpolated from observed gravity values.
 BJ0055
 BJ0055;                    North         East     Units Scale Factor Converg.
 BJ0055;SPC LA S     -   247,277.081   983,995.838   MT  1.00000667   -0 05 00.8
 BJ0055;SPC LA S     -   811,274.89  3,228,326.35   sFT  1.00000667   -0 05 00.8
 BJ0055;UTM  15      - 3,400,715.953   643,565.732   MT  0.99985426   +0 45 59.1
 BJ0055
 BJ0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0055!SPC LA S     -   1.00000246  x   1.00000667  =   1.00000913
 BJ0055!UTM  15      -   1.00000246  x   0.99985426  =   0.99985672
 BJ0055
 BJ0055                          SUPERSEDED SURVEY CONTROL
 BJ0055
 BJ0055  NAVD 88 (02/14/94)   11.614  (m)           38.10   (f) ADJUSTED    1 1
 BJ0055  NAVD 88 (06/15/91)   11.646  (m)           38.21   (f) UNKNOWN     1 1
 BJ0055  NGVD 29 (??/??/??)   11.601  (m)           38.06   (f) ADJUSTED    1 1
 BJ0055
 BJ0055.Superseded values are not recommended for survey control.
 BJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0055.See file dsdata.txt to determine how the superseded data were derived.
 BJ0055
 BJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4356600716(NAD 83)
 BJ0055_MARKER: DD = SURVEY DISK
 BJ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0055_STAMPING: V 207 1964
 BJ0055_PROJECTION: RECESSED 30 CENTIMETERS
 BJ0055_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0055+STABILITY: SURFACE MOTION
 BJ0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0055+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 BJ0055
 BJ0055  HISTORY     - Date     Condition        Report By
 BJ0055  HISTORY     - 1964     MONUMENTED       CGS
 BJ0055  HISTORY     - 1976     GOOD             NGS
 BJ0055  HISTORY     - 20030702 GOOD             3001
 BJ0055
 BJ0055                          STATION DESCRIPTION
 BJ0055
 BJ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0055'6.8 MI NW FROM NEW ROADS.
 BJ0055'ABOUT 2.5 MILES NORTH ALONG STATE ROAD 10 FROM THE TEXAS AND PACIFIC
 BJ0055'RAILROAD STATION AT NEW ROADS, THENCE 4.3 MILES WEST ALONG STATE ROAD
 BJ0055'420, OR ABOUT 3.6 MILES SOUTHEAST ALONG STATE ROADS 1 AND 10 FROM THE
 BJ0055'TEXAS AND PACIFIC RAILROAD STATION AT MORGANZA, THENCE 3.1 MILES
 BJ0055'NORTHEAST ALONG STATE ROAD 420, 38 FEET NORTH OF THE CENTER LINE OF
 BJ0055'THE ROAD, 161 FEET SOUTH OF THE CENTER LINE OF A LEVEE, 1 1/2 FEET
 BJ0055'NORTH OF A FENCE, 2.0 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 2
 BJ0055'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BJ0055'POST PROJECTING 4 INCHES.
 BJ0055
 BJ0055                          STATION RECOVERY (1976)
 BJ0055
 BJ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0055'4.3 MILES WEST ALONG STATE HIGHWAY 420 FROM THE JUNCTION OF STATE
 BJ0055'HIGHWAYS 10 AND 420, 0.1 MILE EAST OF THE MORNING STAR CHURCH, 47 FT
 BJ0055'EAST OF THE NORTH END OF A 24-INCH CONCRETE PIPE CULVERT, 38 FT NORTH
 BJ0055'OF THE CENTER LINE OF THE HIGHWAY, 1 FT SOUTH OF A FENCE, TOP OF A
 BJ0055'CONCRETE POST 1 FOOT UNDERGROUND.
 BJ0055
 BJ0055                          STATION RECOVERY (2003)
 BJ0055
 BJ0055'RECOVERY NOTE BY 3001, INC 2003 (DW)
 BJ0055'THE STATION IS LOCATED IN LA BARRE, LA 4.3 MILES FROM NEW ROADS, 5.7
 BJ0055'MILES FROM MORGANZA,  8.1 MILES FROM ST FRANCISVILLE, LA
 BJ0055' 
 BJ0055'OWNERSHIP
 BJ0055' 
 BJ0055'TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 1 AND HOSPITAL RD
 BJ0055'IN NEW ROADS,  GO WEST ON LA 1 FOR 1.3 MILS TO JOE BEAUD RD, GO NORTH
 BJ0055'FOR 1.5 MILES TO PONT COUPEE RD GO WEST 0.5 MILES TO MARK ON RIGHT.
 BJ0055' 
 BJ0055'THE STATION IS A BRONZE DISK SET IN CONCRETE 1' BELOW GROUND LEVEL,
 BJ0055'38' NORTH OF  CENTERLINE OF ROAD, 161 SOUTH OF CENTERLINE OF LEVEE, 1'
 BJ0055'WEST OF METAL WITNESS POST, 0.5' SOUTH OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0822 ***********************************************************************
 BJ0822  DESIGNATION -  V 208
 BJ0822  PID         -  BJ0822
 BJ0822  STATE/COUNTY-  LA/IBERVILLE
 BJ0822  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0822
 BJ0822                         *CURRENT SURVEY CONTROL
 BJ0822  ___________________________________________________________________
 BJ0822* NAD 83(1986)-  30 11 41.     (N)    091 18 27.     (W)     SCALED    
 BJ0822* NAVD 88     -         2.359  (meters)       7.74   (feet)  ADJUSTED  
 BJ0822  ___________________________________________________________________
 BJ0822  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ0822  DYNAMIC HT  -           2.356 (meters)       7.73  (feet)  COMP
 BJ0822  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 BJ0822
 BJ0822  VERT ORDER  -  FIRST     CLASS I
 BJ0822
 BJ0822.The horizontal coordinates were scaled from a topographic map and have
 BJ0822.an estimated accuracy of +/- 6 seconds.
 BJ0822
 BJ0822.The orthometric height was determined by differential leveling
 BJ0822.and adjusted by the National Geodetic Survey in February 1994..
 BJ0822
 BJ0822.The geoid height was determined by GEOID03.
 BJ0822
 BJ0822.The dynamic height is computed by dividing the NAVD 88
 BJ0822.geopotential number by the normal gravity value computed on the
 BJ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0822.degrees latitude (g = 980.6199 gals.).
 BJ0822
 BJ0822.The modeled gravity was interpolated from observed gravity values.
 BJ0822
 BJ0822;                    North         East    Units  Estimated Accuracy
 BJ0822;SPC LA S     -   187,850.    1,002,490.      MT  (+/- 180 meters Scaled)
 BJ0822
 BJ0822                          SUPERSEDED SURVEY CONTROL
 BJ0822
 BJ0822  NGVD 29 (??/??/??)    2.385  (m)            7.82   (f) ADJUSTED    1 1
 BJ0822
 BJ0822.Superseded values are not recommended for survey control.
 BJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0822.See file dsdata.txt to determine how the superseded data were derived.
 BJ0822
 BJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP629415(NAD 83)
 BJ0822_MARKER: DB = BENCH MARK DISK
 BJ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0822_STAMPING: V 208 1964
 BJ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0822+STABILITY: SURFACE MOTION
 BJ0822
 BJ0822  HISTORY     - Date     Condition        Report By
 BJ0822  HISTORY     - 1964     MONUMENTED       CGS
 BJ0822  HISTORY     - 1965     GOOD             CGS
 BJ0822  HISTORY     - 1976     GOOD             NGS
 BJ0822  HISTORY     - 1980     GOOD             LADTD
 BJ0822
 BJ0822                          STATION DESCRIPTION
 BJ0822
 BJ0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0822'3.35 MI N FROM BAYOU SORREL.
 BJ0822'ABOUT 3.35 MILES NORTH ALONG STATE ROAD 75 FROM THE FERRY LANDING AT
 BJ0822'BAYOU SORREL, 64 FEET EAST OF THE CENTER LINE OF THE ROAD, 58 1/2 FEET
 BJ0822'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRONT ENTRANCE TO THE GRAND
 BJ0822'RIVER CHURCH, 58 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 14
 BJ0822'FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE CHURCH AND
 BJ0822'THE HOUSE, 1 FOOT WEST OF A CHAIN LINK FENCE, ABOUT 3 FEET BELOW THE
 BJ0822'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BJ0822'GROUND.
 BJ0822
 BJ0822                          STATION RECOVERY (1976)
 BJ0822
 BJ0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0822'3.9 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE GRAND RIVER BRIDGE, AT
 BJ0822'THE JUNCTION OF A DRIVEWAY LEADING EAST TO THE GRAND RIVER METHODIST
 BJ0822'CHURCH, 64 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 14 FT NORTH OF
 BJ0822'THE CENTER LINE OF THE DRIVEWAY, 58.7 FT SOUTHWEST OF THE SOUTHWEST
 BJ0822'CORNER OF THE FRONT ENTRANCE, 6 FT NORTH OF THE NORTH END OF A GATE,
 BJ0822'1 FT WEST OF A MESH WIRE FENCE.
 BJ0822
 BJ0822                          STATION RECOVERY (1980)
 BJ0822
 BJ0822'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2613 ***********************************************************************
 BJ2613  DESIGNATION -  V 209
 BJ2613  PID         -  BJ2613
 BJ2613  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2613  USGS QUAD   -  ANGOLA (1996)
 BJ2613
 BJ2613                         *CURRENT SURVEY CONTROL
 BJ2613  ___________________________________________________________________
 BJ2613* NAD 83(1986)-  30 59 12.     (N)    091 37 02.     (W)     SCALED    
 BJ2613* NAVD 88     -        18.60   (+/-2cm)      61.0    (feet)  VERTCON   
 BJ2613  ___________________________________________________________________
 BJ2613  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ2613
 BJ2613  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2613
 BJ2613.The horizontal coordinates were scaled from a topographic map and have
 BJ2613.an estimated accuracy of +/- 6 seconds.
 BJ2613
 BJ2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2613.The vertical order pertains to the NGVD 29 superseded value.
 BJ2613
 BJ2613.The geoid height was determined by GEOID03.
 BJ2613
 BJ2613;                    North         East    Units  Estimated Accuracy
 BJ2613;SPC LA S     -   275,680.      972,880.      MT  (+/- 180 meters Scaled)
 BJ2613
 BJ2613                          SUPERSEDED SURVEY CONTROL
 BJ2613
 BJ2613  NGVD 29 (??/??/??)   18.579  (m)           60.95   (f) ADJUSTED    1 2
 BJ2613
 BJ2613.Superseded values are not recommended for survey control.
 BJ2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2613.See file dsdata.txt to determine how the superseded data were derived.
 BJ2613
 BJ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ320289(NAD 83)
 BJ2613_MARKER: DB = BENCH MARK DISK
 BJ2613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2613_SP_SET: CONCRETE BLOCK
 BJ2613_STAMPING: V 209 1964
 BJ2613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2613
 BJ2613  HISTORY     - Date     Condition        Report By
 BJ2613  HISTORY     - 1964     MONUMENTED       CGS
 BJ2613
 BJ2613                          STATION DESCRIPTION
 BJ2613
 BJ2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2613'8.95 MI NW FROM ANGOLA.
 BJ2613'ABOUT 4.3 MILES SOUTHWEST ALONG THE LEVEE ROAD FROM THE HOSPITAL AT
 BJ2613'THE MAIN ENTRANCE TO THE ANGOLA STATE PRISON, THENCE 4.65 MILES
 BJ2613'NORTHEAST ALONG A GRAVELED ROAD AND A LEVEE, 38 FEET NORTHWEST OF THE
 BJ2613'CENTER LINE OF A GRAVELED ROAD WHICH PARALLELS THE LEVEE, 44 FEET
 BJ2613'SOUTHWEST OF THE CENTER OF A CATTLE GUARD IN A ROAD WHICH CROSSES THE
 BJ2613'LEVEE, 10 FEET NORTHWEST OF A FENCE, SET IN THE CENTER OF THE TOP OF A
 BJ2613'2 X 5-FOOT CONCRETE BLOCK WHICH WAS FORMERLY A GUARD POST FOOTING,
 BJ2613'ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT LEVEL WITH THE TOP OF
 BJ2613'THE LEVEE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0346 ***********************************************************************
 AV0346  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0346  DESIGNATION -  V 211
 AV0346  PID         -  AV0346
 AV0346  STATE/COUNTY-  LA/CAMERON
 AV0346  USGS QUAD   -  BROWNS LAKE (1982)
 AV0346
 AV0346                         *CURRENT SURVEY CONTROL
 AV0346  ___________________________________________________________________
 AV0346* NAD 83(1992)-  29 52 43.70698(N)    093 25 33.02157(W)     ADJUSTED  
 AV0346* NAVD 88     -         1.10 **(meters)       3.6  **(feet)  LEVELING(2004.65)
 AV0346  **This station is located in a subsidence area (see below).
 AV0346  **This station is included in the VTDP model (see below).
 AV0346  ___________________________________________________________________
 AV0346  EPOCH DATE  -        2004.65
 AV0346  X           -    -330,748.890 (meters)                     COMP
 AV0346  Y           -  -5,525,048.008 (meters)                     COMP
 AV0346  Z           -   3,158,719.239 (meters)                     COMP
 AV0346  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AV0346  ELLIP HEIGHT-         -25.90  (meters)          (06/22/05) GPS OBS
 AV0346  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AV0346  DYNAMIC HT  -           1.10  (meters)       3.6   (feet)  COMP
 AV0346  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AV0346
 AV0346  HORZ ORDER  -  B
 AV0346  VERT ORDER  -  THIRD
 AV0346  ELLP ORDER  -  FOURTH    CLASS I
 AV0346
 AV0346.The horizontal coordinates were established by GPS observations
 AV0346.and adjusted by the National Geodetic Survey in June 2005..
 AV0346.The horizontal coordinates are valid at the epoch date displayed above.
 AV0346.The epoch date for horizontal control is a decimal equivalence
 AV0346.of Year/Month/Day.
 AV0346
 AV0346 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0346 ** and geoid heights are valid at the date of observation. These heights
 AV0346 ** must always be validated when used as control.
 AV0346 ** The orthometric height was determined with a Vertical Time-dependent
 AV0346 ** Positioning (VTDP) model and has been validated through GPS observations
 AV0346 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AV0346 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0346 ** epoch indicated which incorporates improved geoid heights for the
 AV0346 ** Southern Louisiana Subsidence area
 AV0346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0346.The orthometric height was determined by differential leveling.
 AV0346.The vertical network tie was performed by a horz. field party for horz.
 AV0346.obs reductions. Reset procedures were used to establish the elevation.
 AV0346
 AV0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0346
 AV0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0346
 AV0346.The ellipsoidal height was determined by GPS observations
 AV0346.and is referenced to NAD 83.
 AV0346
 AV0346.The geoid height was determined by GEOID03.
 AV0346
 AV0346.The dynamic height is computed by dividing the NAVD 88
 AV0346.geopotential number by the normal gravity value computed on the
 AV0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0346.degrees latitude (g = 980.6199 gals.).
 AV0346
 AV0346.The modeled gravity was interpolated from observed gravity values.
 AV0346
 AV0346;                    North         East     Units Scale Factor Converg.
 AV0346;SPC LA S     -   154,678.523   797,882.799   MT  0.99992800   -1 02 46.6
 AV0346;SPC LA S     -   507,474.45  2,617,720.48   sFT  0.99992800   -1 02 46.6
 AV0346;UTM  15      - 3,305,432.492   458,878.778   MT  0.99962086   -0 12 43.7
 AV0346
 AV0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0346!SPC LA S     -   1.00000407  x   0.99992800  =   0.99993207
 AV0346!UTM  15      -   1.00000407  x   0.99962086  =   0.99962493
 AV0346
 AV0346                          SUPERSEDED SURVEY CONTROL
 AV0346
 AV0346  NAVD 88 (02/14/94)    1.214  (m)            3.98   (f) ADJUSTED    1 2
 AV0346  NGVD 29 (??/??/??)    1.194  (m)            3.92   (f) ADJUSTED    1 2
 AV0346
 AV0346.Superseded values are not recommended for survey control.
 AV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0346.See file dsdata.txt to determine how the superseded data were derived.
 AV0346
 AV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5887905432(NAD 83)
 AV0346_MARKER: DB = BENCH MARK DISK
 AV0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0346_SP_SET: ABUTMENT
 AV0346_STAMPING: V 211 1965
 AV0346_MARK LOGO: CGS   
 AV0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0346+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 AV0346
 AV0346  HISTORY     - Date     Condition        Report By
 AV0346  HISTORY     - 1965     MONUMENTED       CGS
 AV0346  HISTORY     - 1981     GOOD             NGS
 AV0346  HISTORY     - 1981     GOOD             LADTD
 AV0346  HISTORY     - 1981     GOOD             LADTD
 AV0346  HISTORY     - 20020107 GOOD             CHANCE
 AV0346  HISTORY     - 20040427 GOOD             NGS
 AV0346  HISTORY     - 20050115 GOOD             USPSQD
 AV0346
 AV0346                          STATION DESCRIPTION
 AV0346
 AV0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0346'9.55 MI NE FROM HOLLY BEACH.
 AV0346'ABOUT 9.55 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE CATHOLIC
 AV0346'CHURCH AT HOLLY BEACH, IN S 31, T 13 S, OF A CANAL WHICH PARALLELS THE
 AV0346'HIGHWAY, 126 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AV0346'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A
 AV0346'CONCRETE SPILLWAY, 169 FEET SOUTHWEST OF THE WEST CORNER OF A WOODEN
 AV0346'BRIDGE OVER THE CANAL, 171 FEET SOUTHWEST OF THE CENTER LINE OF A
 AV0346'PRIVATE ROAD LEADING NORTHWEST INTO THE SABINE NATIONAL WILDLIFE
 AV0346'REFUGE, 1 FOOT WEST OF THE NORTH CORNER OF A CONCRETE WALK OVER THE
 AV0346'SPILLWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AV0346
 AV0346                          STATION RECOVERY (1981)
 AV0346
 AV0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AV0346'RECOVERED IN GOOD CONDITION.
 AV0346
 AV0346                          STATION RECOVERY (1981)
 AV0346
 AV0346'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 AV0346'RECOVERED IN GOOD CONDITION.
 AV0346
 AV0346                          STATION RECOVERY (1981)
 AV0346
 AV0346'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 AV0346'RECOVERED IN GOOD CONDITION.
 AV0346
 AV0346                          STATION RECOVERY (2002)
 AV0346
 AV0346'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (RMJ)
 AV0346'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS, INC.
 AV0346'RECOVERED IN GOOD CONDITION
 AV0346
 AV0346                          STATION RECOVERY (2004)
 AV0346
 AV0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0346'RECIVERED AS DESCRIBED
 AV0346
 AV0346                          STATION RECOVERY (2005)
 AV0346
 AV0346'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0390 ***********************************************************************
 AV0390  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0390  DESIGNATION -  V 212
 AV0390  PID         -  AV0390
 AV0390  STATE/COUNTY-  LA/CAMERON
 AV0390  USGS QUAD   -  CAMERON (1982)
 AV0390
 AV0390                         *CURRENT SURVEY CONTROL
 AV0390  ___________________________________________________________________
 AV0390* NAD 83(1992)-  29 47 15.98269(N)    093 15 04.01135(W)     ADJUSTED  
 AV0390* NAVD 88     -         1.16 **(meters)       3.8  **(feet)  GPS OBS(2004.65)
 AV0390  **This station is located in a subsidence area (see below).
 AV0390  ___________________________________________________________________
 AV0390  EPOCH DATE  -        2004.65
 AV0390  X           -    -314,183.312 (meters)                     COMP
 AV0390  Y           -  -5,531,043.296 (meters)                     COMP
 AV0390  Z           -   3,149,965.633 (meters)                     COMP
 AV0390  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AV0390  ELLIP HEIGHT-         -25.52  (meters)          (06/22/05) GPS OBS
 AV0390  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AV0390  DYNAMIC HT  -           1.16  (meters)       3.8   (feet)  COMP
 AV0390  MODELED GRAV-     979,291.8   (mgal)                       NAVD 88
 AV0390
 AV0390  HORZ ORDER  -  B
 AV0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0390  ELLP ORDER  -  FOURTH    CLASS I
 AV0390
 AV0390.The horizontal coordinates were established by GPS observations
 AV0390.and adjusted by the National Geodetic Survey in June 2005..
 AV0390.The horizontal coordinates are valid at the epoch date displayed above.
 AV0390.The epoch date for horizontal control is a decimal equivalence
 AV0390.of Year/Month/Day.
 AV0390
 AV0390 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0390 ** and geoid heights are valid at the date of observation. These heights
 AV0390 ** must always be validated when used as control.
 AV0390 ** The orthometric height was determined by GPS observations using
 AV0390 ** precise GPS observation and processing techniques and a new
 AV0390 ** realization of GEOID03. It supersedes the leveled height previously
 AV0390 ** determined for this station.
 AV0390 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0390 ** epoch indicated which incorporates improved geoid heights for the
 AV0390 ** Southern Louisiana Subsidence area.
 AV0390 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0390.The orthometric height was determined by GPS observations and a
 AV0390.high-resolution geoid model using precise GPS observation and
 AV0390.processing techniques. It supersedes the leveled height previously
 AV0390.determined for this station.
 AV0390.WARNING-GPS observations at this control monument resulted in a GPS
 AV0390.derived orthometric height which differed from the leveled height by
 AV0390.more than one decimeter (0.1 meter).
 AV0390.The vertical order pertains to the first NAVD 88 superseded value.
 AV0390
 AV0390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0390
 AV0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0390
 AV0390.The ellipsoidal height was determined by GPS observations
 AV0390.and is referenced to NAD 83.
 AV0390
 AV0390.The geoid height was determined by GEOID03.
 AV0390
 AV0390.The dynamic height is computed by dividing the NAVD 88
 AV0390.geopotential number by the normal gravity value computed on the
 AV0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0390.degrees latitude (g = 980.6199 gals.).
 AV0390
 AV0390.The modeled gravity was interpolated from observed gravity values.
 AV0390
 AV0390;                    North         East     Units Scale Factor Converg.
 AV0390;SPC LA S     -   144,294.174   814,589.148   MT  0.99993262   -0 57 32.1
 AV0390;SPC LA S     -   473,405.14  2,672,531.23   sFT  0.99993262   -0 57 32.1
 AV0390;UTM  15      - 3,295,295.680   475,729.203   MT  0.99960727   -0 07 29.1
 AV0390
 AV0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0390!SPC LA S     -   1.00000401  x   0.99993262  =   0.99993663
 AV0390!UTM  15      -   1.00000401  x   0.99960727  =   0.99961128
 AV0390
 AV0390                          SUPERSEDED SURVEY CONTROL
 AV0390
 AV0390  NAVD 88 (02/14/94)    1.329  (m)            4.36   (f) ADJUSTED    1 2
 AV0390  NGVD 29 (??/??/??)    1.316  (m)            4.32   (f) ADJUSTED    1 2
 AV0390
 AV0390.Superseded values are not recommended for survey control.
 AV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0390.See file dsdata.txt to determine how the superseded data were derived.
 AV0390
 AV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN7572995296(NAD 83)
 AV0390_MARKER: DB = BENCH MARK DISK
 AV0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0390_STAMPING: V 212 1965
 AV0390_MARK LOGO: CGS+SS
 AV0390_PROJECTION: PROJECTING 15 CENTIMETERS
 AV0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0390+STABILITY: SURFACE MOTION
 AV0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0390+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 AV0390
 AV0390  HISTORY     - Date     Condition        Report By
 AV0390  HISTORY     - 1965     MONUMENTED       CGS
 AV0390  HISTORY     - 1978     GOOD             NGS
 AV0390  HISTORY     - 1978     GOOD             NGS
 AV0390  HISTORY     - 1982     GOOD             NGS
 AV0390  HISTORY     - 20040428 GOOD             NGS
 AV0390  HISTORY     - 20050319 GOOD             USPSQD
 AV0390
 AV0390                          STATION DESCRIPTION
 AV0390
 AV0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0390'4.55 MI E FROM CAMERON.
 AV0390'ABOUT 4.55 MILES EAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 AV0390'CAMERON, IN S 2, T 15 S, R 9 W, 38 FEET NORTH OF THE CENTER LINE OF
 AV0390'THE HIGHWAY, 101 FEET EAST OF POWER POLE NUMBER 102, 9 FEET EAST OF
 AV0390'THE CENTER OF A WOODEN GATE, 1 FOOT SOUTH OF A FENCE, 2.0 FEET WEST OF
 AV0390'A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 AV0390'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AV0390
 AV0390                          STATION RECOVERY (1978)
 AV0390
 AV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0390'RECOVERED IN GOOD CONDITION.
 AV0390
 AV0390                          STATION RECOVERY (1978)
 AV0390
 AV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AV0390'RECOVERED IN GOOD CONDITION.
 AV0390
 AV0390                          STATION RECOVERY (1982)
 AV0390
 AV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AV0390'7.1 KILOMETERS (4.40 MILES) EAST ALONG STATE HIGHWAY 27 FROM THE POST
 AV0390'OFFICE IN CAMERON, TO THE MARK ON THE LEFT, 11.58 METERS (38.0 FEET)
 AV0390'NORTH OF THE CENTER LINE OF THE HIGHWAY, 30.78 METERS (101.0 FEET)
 AV0390'EAST OF POWER POLE NO. 102, 2.74 METERS (9.0 FEET) EAST OF THE CENTER
 AV0390'OF A WOODEN GATE, 0.30 METER (1.0 FOOT) SOUTH OF A FENCE LINE.
 AV0390'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 AV0390'THE MARK IS 0.60 M BELOW HIGHWAY.
 AV0390
 AV0390                          STATION RECOVERY (2004)
 AV0390
 AV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AV0390'RECOVERED AS DESCRIBED EXCEPT THE GATE IS NOW METAL AND NEST OF FIRE
 AV0390'ANTS.
 AV0390
 AV0390                          STATION RECOVERY (2005)
 AV0390
 AV0390'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0864 ***********************************************************************
 BJ0864  DESIGNATION -  V 216
 BJ0864  PID         -  BJ0864
 BJ0864  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0864  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0864
 BJ0864                         *CURRENT SURVEY CONTROL
 BJ0864  ___________________________________________________________________
 BJ0864* NAD 83(1986)-  30 28 18.     (N)    091 05 04.     (W)     SCALED    
 BJ0864* NAVD 88     -        15.542  (meters)      50.99   (feet)  ADJUSTED  
 BJ0864  ___________________________________________________________________
 BJ0864  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0864  DYNAMIC HT  -          15.522 (meters)      50.93  (feet)  COMP
 BJ0864  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BJ0864
 BJ0864  VERT ORDER  -  FIRST     CLASS I
 BJ0864
 BJ0864.The horizontal coordinates were scaled from a topographic map and have
 BJ0864.an estimated accuracy of +/- 6 seconds.
 BJ0864
 BJ0864.The orthometric height was determined by differential leveling
 BJ0864.and adjusted by the National Geodetic Survey in February 1994..
 BJ0864
 BJ0864.The geoid height was determined by GEOID03.
 BJ0864
 BJ0864.The dynamic height is computed by dividing the NAVD 88
 BJ0864.geopotential number by the normal gravity value computed on the
 BJ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0864.degrees latitude (g = 980.6199 gals.).
 BJ0864
 BJ0864.The modeled gravity was interpolated from observed gravity values.
 BJ0864
 BJ0864;                    North         East    Units  Estimated Accuracy
 BJ0864;SPC LA S     -   218,580.    1,023,900.      MT  (+/- 180 meters Scaled)
 BJ0864
 BJ0864                          SUPERSEDED SURVEY CONTROL
 BJ0864
 BJ0864  NAVD 88 (06/15/91)   15.607  (m)           51.20   (f) UNKNOWN     1 1
 BJ0864  NGVD 29 (??/??/??)   15.576  (m)           51.10   (f) ADJUSTED    1 1
 BJ0864
 BJ0864.Superseded values are not recommended for survey control.
 BJ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0864.See file dsdata.txt to determine how the superseded data were derived.
 BJ0864
 BJ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP838726(NAD 83)
 BJ0864_MARKER: DB = BENCH MARK DISK
 BJ0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0864_STAMPING: V 216 1965
 BJ0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0864+STABILITY: SURFACE MOTION
 BJ0864
 BJ0864  HISTORY     - Date     Condition        Report By
 BJ0864  HISTORY     - 1965     MONUMENTED       CGS
 BJ0864  HISTORY     - 1976     GOOD             NGS
 BJ0864
 BJ0864                          STATION DESCRIPTION
 BJ0864
 BJ0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0864'7.5 MI E FROM NORTH BATON ROUGE.
 BJ0864'ABOUT 1.0 MILE SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0864'FROM THE STATION AT NORTH BATON ROUGE, THENCE 6.5 MILES EAST ALONG THE
 BJ0864'ILLINOIS CENTRAL RAILROAD, 142 FEET SOUTH OF THE SOUTH RAIL OF THE
 BJ0864'MAIN TRACK, 55 FEET SOUTH OF THE CENTER LINE OF CHOCTAW DRIVE, 23 FEET
 BJ0864'WEST OF THE CENTER LINE OF THE EAST LANE OF MONTERREY BOULEVARD, 27
 BJ0864'FEET EAST OF THE CENTER LINE OF THE WEST LANE OF THE BOULEVARD, 15
 BJ0864'FEET SOUTH OF THE NORTH CONCRETE CURBING OF AN ISLAND BETWEEN THE
 BJ0864'TRAFFIC LANES, 8 1/2 FEET SOUTH OF A FIRE HYDRANT, AND SET IN THE TOP
 BJ0864'OF A CONCRETE POST PROJECTING 2 INCHES.
 BJ0864
 BJ0864                          STATION RECOVERY (1976)
 BJ0864
 BJ0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0864'4.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE INTERSTATE
 BJ0864'HIGHWAY 110 OVERPASS, AT THE CROSSING OF MONTERREY BOULEVARD, 142.3 FT
 BJ0864'SOUTH OF THE SOUTH RAIL, 27 FT WEST OF THE CENTER LINE OF THE EAST
 BJ0864'LANES OF THE BOULEVARD, 55 FT SOUTH OF THE CENTER LINE OF CHOCTAW
 BJ0864'DRIVE, 15 FT SOUTH OF THE NORTH CURB OF A TRAFFIC ISLAND, 8.5 FT SOUTH
 BJ0864'OF THE CENTER OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2514 ***********************************************************************
 BJ2514  DESIGNATION -  V 218
 BJ2514  PID         -  BJ2514
 BJ2514  STATE/COUNTY-  LA/ST MARTIN
 BJ2514  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2514
 BJ2514                         *CURRENT SURVEY CONTROL
 BJ2514  ___________________________________________________________________
 BJ2514* NAD 83(1986)-  30 21 19.     (N)    091 43 16.     (W)     SCALED    
 BJ2514* NAVD 88     -        11.30   (+/-2cm)      37.1    (feet)  VERTCON   
 BJ2514  ___________________________________________________________________
 BJ2514  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2514
 BJ2514  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2514
 BJ2514.The horizontal coordinates were scaled from a topographic map and have
 BJ2514.an estimated accuracy of +/- 6 seconds.
 BJ2514
 BJ2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2514.The vertical order pertains to the NGVD 29 superseded value.
 BJ2514
 BJ2514.The geoid height was determined by GEOID03.
 BJ2514
 BJ2514;                    North         East    Units  Estimated Accuracy
 BJ2514;SPC LA S     -   205,710.      962,720.      MT  (+/- 180 meters Scaled)
 BJ2514
 BJ2514                          SUPERSEDED SURVEY CONTROL
 BJ2514
 BJ2514  NGVD 29 (??/??/??)   11.305  (m)           37.09   (f) ADJUSTED    1 2
 BJ2514
 BJ2514.Superseded values are not recommended for survey control.
 BJ2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2514.See file dsdata.txt to determine how the superseded data were derived.
 BJ2514
 BJ2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP229588(NAD 83)
 BJ2514_MARKER: DB = BENCH MARK DISK
 BJ2514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ2514_SP_SET: FOUNDATION
 BJ2514_STAMPING: V 218 1965
 BJ2514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2514
 BJ2514  HISTORY     - Date     Condition        Report By
 BJ2514  HISTORY     - 1965     MONUMENTED       CGS
 BJ2514
 BJ2514                          STATION DESCRIPTION
 BJ2514
 BJ2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2514'6.85 MI N FROM BUTTE LA ROSE.
 BJ2514'ABOUT 6.85 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT
 BJ2514'LANDING AT BUTTE LA ROSE, IN S14, T8S, R7E, 121 FEET NORTHWEST OF THE
 BJ2514'CENTER AND TOP OF A LEVEE, AT TWO OIL STORAGE TANKS ON TOP OF A LARGE
 BJ2514'MOUND, 86 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT
 BJ2514'ABOVE THE GROUND, ABOUT 20 FEET ABOVE THE ROAD, AND IS SET IN THE TOP
 BJ2514'OF THE SOUTHEAST SIDE OF THE CONCRETE FOUNDATION OF THE MOST
 BJ2514'SOUTHWESTERLY STORAGE TANK, 3.0 FEET SOUTHWEST OF A VALVE IN A 10 INCH
 BJ2514'PIPE LEADING FROM THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1419 ***********************************************************************
 BH1419  DESIGNATION -  V 22
 BH1419  PID         -  BH1419
 BH1419  STATE/COUNTY-  LA/ST TAMMANY
 BH1419  USGS QUAD   -  SUN (1983)
 BH1419
 BH1419                         *CURRENT SURVEY CONTROL
 BH1419  ___________________________________________________________________
 BH1419* NAD 83(1986)-  30 37 49.     (N)    089 53 58.     (W)     SCALED    
 BH1419* NAVD 88     -        20.613  (meters)      67.63   (feet)  ADJUSTED  
 BH1419  ___________________________________________________________________
 BH1419  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BH1419  DYNAMIC HT  -          20.587 (meters)      67.54  (feet)  COMP
 BH1419  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BH1419
 BH1419  VERT ORDER  -  SECOND    CLASS 0
 BH1419
 BH1419.The horizontal coordinates were scaled from a topographic map and have
 BH1419.an estimated accuracy of +/- 6 seconds.
 BH1419
 BH1419.The orthometric height was determined by differential leveling
 BH1419.and adjusted by the National Geodetic Survey in February 1994..
 BH1419
 BH1419.The geoid height was determined by GEOID03.
 BH1419
 BH1419.The dynamic height is computed by dividing the NAVD 88
 BH1419.geopotential number by the normal gravity value computed on the
 BH1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1419.degrees latitude (g = 980.6199 gals.).
 BH1419
 BH1419.The modeled gravity was interpolated from observed gravity values.
 BH1419
 BH1419;                    North         East    Units  Estimated Accuracy
 BH1419;SPC LA S     -   236,990.    1,137,460.      MT  (+/- 180 meters Scaled)
 BH1419
 BH1419                          SUPERSEDED SURVEY CONTROL
 BH1419
 BH1419  NGVD 29 (??/??/??)   20.701  (m)           67.92   (f) ADJUSTED    2 0
 BH1419
 BH1419.Superseded values are not recommended for survey control.
 BH1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1419.See file dsdata.txt to determine how the superseded data were derived.
 BH1419
 BH1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU220922(NAD 83)
 BH1419_MARKER: DB = BENCH MARK DISK
 BH1419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH1419_SP_SET: PIER
 BH1419_STAMPING: V 22 1934
 BH1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1419+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 BH1419
 BH1419  HISTORY     - Date     Condition        Report By
 BH1419  HISTORY     - 1934     MONUMENTED       CGS
 BH1419  HISTORY     - 1955     GOOD             CGS
 BH1419  HISTORY     - 1977     GOOD             LADTD
 BH1419  HISTORY     - 20060427 GOOD             NGS
 BH1419
 BH1419                          STATION DESCRIPTION
 BH1419
 BH1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1419'1.3 MI S FROM SUN.
 BH1419'1.3 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM SUN, ST.
 BH1419'TAMMANY PARISH, AT 150-FOOT STEEL RAILROAD BRIDGE NO. 60-12 OVER BOGUE
 BH1419'CHITTO RIVER, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE PIER, 1
 BH1419'FOOT WEST OF (INSIDE) THE BOTTOM STEEL BEAM, AND 5 1/2 FEET BELOW THE
 BH1419'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED V 22 1934.
 BH1419
 BH1419                          STATION RECOVERY (1977)
 BH1419
 BH1419'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BH1419'FOUND AS PREVIOUSLY DESCRIBED
 BH1419
 BH1419                          STATION RECOVERY (2006)
 BH1419
 BH1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BH1419'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0042 ***********************************************************************
 BX0042  DESIGNATION -  V 230
 BX0042  PID         -  BX0042
 BX0042  STATE/COUNTY-  LA/GRANT
 BX0042  USGS QUAD   -  MUDVILLE (1985)
 BX0042
 BX0042                         *CURRENT SURVEY CONTROL
 BX0042  ___________________________________________________________________
 BX0042* NAD 83(1986)-  31 40 14.     (N)    092 25 33.     (W)     SCALED    
 BX0042* NAVD 88     -        29.63   (+/-2cm)      97.2    (feet)  VERTCON   
 BX0042  ___________________________________________________________________
 BX0042  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX0042
 BX0042  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0042
 BX0042.The horizontal coordinates were scaled from a topographic map and have
 BX0042.an estimated accuracy of +/- 6 seconds.
 BX0042
 BX0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0042.The vertical order pertains to the NGVD 29 superseded value.
 BX0042
 BX0042.The geoid height was determined by GEOID03.
 BX0042
 BX0042;                    North         East    Units  Estimated Accuracy
 BX0042;SPC LA N     -   129,790.    1,007,030.      MT  (+/- 180 meters Scaled)
 BX0042
 BX0042                          SUPERSEDED SURVEY CONTROL
 BX0042
 BX0042  NGVD 29 (??/??/??)   29.638  (m)           97.24   (f) ADJUSTED    1 2
 BX0042
 BX0042.Superseded values are not recommended for survey control.
 BX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0042.See file dsdata.txt to determine how the superseded data were derived.
 BX0042
 BX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR544040(NAD 83)
 BX0042_MARKER: DB = BENCH MARK DISK
 BX0042_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0042_SP_SET: 56 FEET
 BX0042_STAMPING: V 230 1965
 BX0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0042
 BX0042  HISTORY     - Date     Condition        Report By
 BX0042  HISTORY     - 1965     MONUMENTED       CGS
 BX0042  HISTORY     - 1966     GOOD             CGS
 BX0042  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0042
 BX0042                          STATION DESCRIPTION
 BX0042
 BX0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0042'7.45 MI SE FROM GEORGETOWN.
 BX0042'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0042'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST
 BX0042'ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165,
 BX0042'THENCE 2.7 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 8
 BX0042'N, R 1 W, ABOUT 0.1 MILE SOUTHWEST OF A NARROW WOODEN BRIDGE OVER
 BX0042'LITTLE CREEK, 75 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 43
 BX0042'FEET EAST OF THE CENTER LINE OF A BLADED DIRT ROAD, 1.5 FEET SOUTHEAST
 BX0042'OF A WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, A
 BX0042'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BX0042'DEPTH OF 56 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 BX0042'PROJECTS 6 INCHES.
 BX0042
 BX0042                          STATION RECOVERY (1981)
 BX0042
 BX0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0348 ***********************************************************************
 CQ0348  DESIGNATION -  V 232
 CQ0348  PID         -  CQ0348
 CQ0348  STATE/COUNTY-  LA/CALDWELL
 CQ0348  USGS QUAD   -  CLARKS (1989)
 CQ0348
 CQ0348                         *CURRENT SURVEY CONTROL
 CQ0348  ___________________________________________________________________
 CQ0348* NAD 83(1986)-  32 00 21.     (N)    092 09 39.     (W)     SCALED    
 CQ0348* NAVD 88     -        35.99   (+/-2cm)     118.1    (feet)  VERTCON   
 CQ0348  ___________________________________________________________________
 CQ0348  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0348
 CQ0348  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0348
 CQ0348.The horizontal coordinates were scaled from a topographic map and have
 CQ0348.an estimated accuracy of +/- 6 seconds.
 CQ0348
 CQ0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0348.The vertical order pertains to the NGVD 29 superseded value.
 CQ0348
 CQ0348.The geoid height was determined by GEOID03.
 CQ0348
 CQ0348;                    North         East    Units  Estimated Accuracy
 CQ0348;SPC LA N     -   167,010.    1,032,040.      MT  (+/- 180 meters Scaled)
 CQ0348
 CQ0348                          SUPERSEDED SURVEY CONTROL
 CQ0348
 CQ0348  NGVD 29 (??/??/??)   36.008  (m)          118.14   (f) ADJUSTED    1 2
 CQ0348
 CQ0348.Superseded values are not recommended for survey control.
 CQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0348.See file dsdata.txt to determine how the superseded data were derived.
 CQ0348
 CQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR792413(NAD 83)
 CQ0348_MARKER: DB = BENCH MARK DISK
 CQ0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0348_SP_SET: CULVERT
 CQ0348_STAMPING: V 232 1965
 CQ0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0348
 CQ0348  HISTORY     - Date     Condition        Report By
 CQ0348  HISTORY     - 1965     MONUMENTED       CGS
 CQ0348
 CQ0348                          STATION DESCRIPTION
 CQ0348
 CQ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ0348'2.0 MI SW FROM CLARKS.
 CQ0348'ABOUT 2.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CQ0348'STATION AT CLARKS, OR ABOUT 2.3 MILES NORTHEAST ALONG THE MISSOURI
 CQ0348'PACIFIC RAILROAD FROM THE POST OFFICE AT KELLY, IN SECTION 22, T 12 N,
 CQ0348'R 3 E, 12 POLES SOUTHWEST OF MILEPOST 539, 18 FEET NORTHWEST OF THE
 CQ0348'NORTHWEST RAIL, SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE
 CQ0348'HEAD WALL OF A BOX CULVERT, AND ABOUT 6 1/2 FEET BELOW THE LEVEL OF
 CQ0348'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2659 ***********************************************************************
 BJ2659  DESIGNATION -  V 234
 BJ2659  PID         -  BJ2659
 BJ2659  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2659  USGS QUAD   -  LOTTIE (1994)
 BJ2659
 BJ2659                         *CURRENT SURVEY CONTROL
 BJ2659  ___________________________________________________________________
 BJ2659* NAD 83(1986)-  30 37 21.     (N)    091 44 41.     (W)     SCALED    
 BJ2659* NAVD 88     -         8.65   (+/-2cm)      28.4    (feet)  VERTCON   
 BJ2659  ___________________________________________________________________
 BJ2659  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2659
 BJ2659  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2659
 BJ2659.The horizontal coordinates were scaled from a topographic map and have
 BJ2659.an estimated accuracy of +/- 6 seconds.
 BJ2659
 BJ2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2659.The vertical order pertains to the NGVD 29 superseded value.
 BJ2659
 BJ2659.The geoid height was determined by GEOID03.
 BJ2659
 BJ2659;                    North         East    Units  Estimated Accuracy
 BJ2659;SPC LA S     -   235,340.      960,560.      MT  (+/- 180 meters Scaled)
 BJ2659
 BJ2659                          SUPERSEDED SURVEY CONTROL
 BJ2659
 BJ2659  NGVD 29 (??/??/??)    8.658  (m)           28.41   (f) ADJUSTED    1 2
 BJ2659
 BJ2659.Superseded values are not recommended for survey control.
 BJ2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2659.See file dsdata.txt to determine how the superseded data were derived.
 BJ2659
 BJ2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP203884(NAD 83)
 BJ2659_MARKER: DB = BENCH MARK DISK
 BJ2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2659_STAMPING: V 234 1966
 BJ2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2659+STABILITY: SURFACE MOTION
 BJ2659
 BJ2659  HISTORY     - Date     Condition        Report By
 BJ2659  HISTORY     - 1966     MONUMENTED       CGS
 BJ2659
 BJ2659                          STATION DESCRIPTION
 BJ2659
 BJ2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2659'7.4 MI N FROM KROTZ SPRINGS.
 BJ2659'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2659'STATION AT KROTZ SPRINGS, THENCE 6.35 MILES NORTH ALONG A LEVEE AND A
 BJ2659'GRAVELED ROAD, OR ABOUT 0.5 MILE EAST ALONG THE TEXAS AND PACIFIC
 BJ2659'RAILWAY FROM THE STATION AT MELVILLE, THENCE 5.55 MILES SOUTH ALONG A
 BJ2659'LEVEE AND GRAVELED ROAD, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BJ2659'ROAD, 102 FEET SOUTHWEST OF A POWER POLE WHICH IS ON THE INSIDE OF A
 BJ2659'CURVE IN THE ROAD AND LEVEE, 19 FEET NORTHEAST OF THE CENTER LINE OF A
 BJ2659'SHELLED ROAD AT A CATTLE GUARD, 2 FEET NORTHWEST OF A FENCE, 2.0 FEET
 BJ2659'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 BJ2659'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- IN SECTION 19,
 BJ2659'T 5 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0167 ***********************************************************************
 BX0167  DESIGNATION -  V 236
 BX0167  PID         -  BX0167
 BX0167  STATE/COUNTY-  LA/LA SALLE
 BX0167  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0167
 BX0167                         *CURRENT SURVEY CONTROL
 BX0167  ___________________________________________________________________
 BX0167* NAD 83(1986)-  31 31 20.     (N)    092 01 40.     (W)     SCALED    
 BX0167* NAVD 88     -        15.39   (+/-2cm)      50.5    (feet)  VERTCON   
 BX0167  ___________________________________________________________________
 BX0167  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX0167
 BX0167  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0167
 BX0167.The horizontal coordinates were scaled from a topographic map and have
 BX0167.an estimated accuracy of +/- 6 seconds.
 BX0167
 BX0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0167.The vertical order pertains to the NGVD 29 superseded value.
 BX0167
 BX0167.The geoid height was determined by GEOID03.
 BX0167
 BX0167;                    North         East    Units  Estimated Accuracy
 BX0167;SPC LA N     -   113,440.    1,044,850.      MT  (+/- 180 meters Scaled)
 BX0167
 BX0167                          SUPERSEDED SURVEY CONTROL
 BX0167
 BX0167  NGVD 29 (??/??/??)   15.376  (m)           50.45   (f) ADJUSTED    1 2
 BX0167
 BX0167.Superseded values are not recommended for survey control.
 BX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0167.See file dsdata.txt to determine how the superseded data were derived.
 BX0167
 BX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ923878(NAD 83)
 BX0167_MARKER: DB = BENCH MARK DISK
 BX0167_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BX0167_SP_SET: UNSPEC DEEP SET
 BX0167_STAMPING: V 236 1966
 BX0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0167+STABILITY: SURFACE MOTION
 BX0167
 BX0167  HISTORY     - Date     Condition        Report By
 BX0167  HISTORY     - 1966     MONUMENTED       CGS
 BX0167  HISTORY     - 1977     GOOD             NGS
 BX0167
 BX0167                          STATION DESCRIPTION
 BX0167
 BX0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX0167'15.35 MI SW FROM JONESVILLE.
 BX0167'ABOUT 4.75 MILES SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 BX0167'U.S HIGHWAY 84 AND STATE HIGHWAY 28 WHICH IS 11 MILES SOUTHWEST OF
 BX0167'JONESVILLE, IN SECTION 1, T6N, R4E, LINE OF THE HIGHWAY, 73.5 FEET
 BX0167'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 27.5 FEET WEST OF THE WEST
 BX0167'CORNER OF THE MORE NORTHWESTERLY OF TWO BRICK PILLARS, 10 FEET
 BX0167'SOUTHEAST OF A FENCE CORNER, 1.5 FEET NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0997 ***********************************************************************
 BX0997  DESIGNATION -  V 237
 BX0997  PID         -  BX0997
 BX0997  STATE/COUNTY-  LA/RAPIDES
 BX0997  USGS QUAD   -  RAPIDES (1992)
 BX0997
 BX0997                         *CURRENT SURVEY CONTROL
 BX0997  ___________________________________________________________________
 BX0997* NAD 83(1986)-  31 20 18.     (N)    092 30 20.     (W)     SCALED    
 BX0997* NAVD 88     -        24.832  (meters)      81.47   (feet)  ADJUSTED  
 BX0997  ___________________________________________________________________
 BX0997  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX0997  DYNAMIC HT  -          24.801 (meters)      81.37  (feet)  COMP
 BX0997  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 BX0997
 BX0997  VERT ORDER  -  FIRST     CLASS I
 BX0997
 BX0997.The horizontal coordinates were scaled from a topographic map and have
 BX0997.an estimated accuracy of +/- 6 seconds.
 BX0997
 BX0997.The orthometric height was determined by differential leveling
 BX0997.and adjusted by the National Geodetic Survey in February 1994..
 BX0997
 BX0997.The geoid height was determined by GEOID03.
 BX0997
 BX0997.The dynamic height is computed by dividing the NAVD 88
 BX0997.geopotential number by the normal gravity value computed on the
 BX0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0997.degrees latitude (g = 980.6199 gals.).
 BX0997
 BX0997.The modeled gravity was interpolated from observed gravity values.
 BX0997
 BX0997;                    North         East    Units  Estimated Accuracy
 BX0997;SPC LA N     -    92,950.      999,470.      MT  (+/- 180 meters Scaled)
 BX0997
 BX0997                          SUPERSEDED SURVEY CONTROL
 BX0997
 BX0997  NAVD 88 (06/15/91)   24.831  (m)           81.47   (f) UNKNOWN     1 1
 BX0997  NGVD 29 (??/??/??)   24.824  (m)           81.44   (f) ADJUSTED    1 1
 BX0997
 BX0997.Superseded values are not recommended for survey control.
 BX0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0997.See file dsdata.txt to determine how the superseded data were derived.
 BX0997
 BX0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ470672(NAD 83)
 BX0997_MARKER: DB = BENCH MARK DISK
 BX0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0997_STAMPING: V 237 1966
 BX0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0997+STABILITY: SURFACE MOTION
 BX0997
 BX0997  HISTORY     - Date     Condition        Report By
 BX0997  HISTORY     - 1966     MONUMENTED       CGS
 BX0997  HISTORY     - 1970     GOOD             NGS
 BX0997  HISTORY     - 1977     GOOD             NGS
 BX0997
 BX0997                          STATION DESCRIPTION
 BX0997
 BX0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0997'4.6 MI NW FROM ALEXANDRIA.
 BX0997'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0997'ALEXANDRIA, THENCE 4.15 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0997'RAILROAD, IN SECTION 78, T 4 N, R 1 E, 60 FEET EAST OF THE CENTER OF A
 BX0997'CROSSING OF THE RAILROAD AND A TRAIL ROAD, 47 FEET NORTHEAST OF THE
 BX0997'NORTHEAST RAIL, 46 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL
 BX0997'ROAD, 45 FEET NORTH-NORTHWEST OF TELEPHONE POLE NUMBER 6881, 1 1/2
 BX0997'FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 BX0997'ABOUT 7 FEET BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE
 BX0997'POST PROJECTING 8 INCHES.
 BX0997
 BX0997                          STATION RECOVERY (1970)
 BX0997
 BX0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0997'RECOVERED IN GOOD CONDITION.
 BX0997
 BX0997                          STATION RECOVERY (1977)
 BX0997
 BX0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0826 ***********************************************************************
 BX0826  DESIGNATION -  V 238
 BX0826  PID         -  BX0826
 BX0826  STATE/COUNTY-  LA/AVOYELLES
 BX0826  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0826
 BX0826                         *CURRENT SURVEY CONTROL
 BX0826  ___________________________________________________________________
 BX0826* NAD 83(1986)-  31 10 43.     (N)    092 06 04.     (W)     SCALED    
 BX0826* NAVD 88     -        22.917  (meters)      75.19   (feet)  ADJUSTED  
 BX0826  ___________________________________________________________________
 BX0826  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BX0826  DYNAMIC HT  -          22.889 (meters)      75.09  (feet)  COMP
 BX0826  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 BX0826
 BX0826  VERT ORDER  -  FIRST     CLASS I
 BX0826
 BX0826.The horizontal coordinates were scaled from a topographic map and have
 BX0826.an estimated accuracy of +/- 6 seconds.
 BX0826
 BX0826.The orthometric height was determined by differential leveling
 BX0826.and adjusted by the National Geodetic Survey in February 1994..
 BX0826
 BX0826.The geoid height was determined by GEOID03.
 BX0826
 BX0826.The dynamic height is computed by dividing the NAVD 88
 BX0826.geopotential number by the normal gravity value computed on the
 BX0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0826.degrees latitude (g = 980.6199 gals.).
 BX0826
 BX0826.The modeled gravity was interpolated from observed gravity values.
 BX0826
 BX0826;                    North         East    Units  Estimated Accuracy
 BX0826;SPC LA N     -    75,310.    1,038,020.      MT  (+/- 180 meters Scaled)
 BX0826
 BX0826                          SUPERSEDED SURVEY CONTROL
 BX0826
 BX0826  NAVD 88 (06/15/91)   22.928  (m)           75.22   (f) UNKNOWN     1 1
 BX0826  NGVD 29 (??/??/??)   22.883  (m)           75.08   (f) ADJUSTED    1 1
 BX0826
 BX0826.Superseded values are not recommended for survey control.
 BX0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0826.See file dsdata.txt to determine how the superseded data were derived.
 BX0826
 BX0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ856497(NAD 83)
 BX0826_MARKER: DB = BENCH MARK DISK
 BX0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0826_STAMPING: V 238 1966
 BX0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0826+STABILITY: SURFACE MOTION
 BX0826
 BX0826  HISTORY     - Date     Condition        Report By
 BX0826  HISTORY     - 1966     MONUMENTED       CGS
 BX0826  HISTORY     - 1977     GOOD             NGS
 BX0826
 BX0826                          STATION DESCRIPTION
 BX0826
 BX0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0826'4.5 MI NW FROM MARKSVILLE.
 BX0826'ABOUT 4.5 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0826'COURTHOUSE AT MARKSVILLE, IN SECTION 8, T 2 N, R 4 E, 98 FEET
 BX0826'SOUTHWEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAYS 115 AND 107,
 BX0826'37 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1193, 97 FEET SOUTH
 BX0826'OF AND ACROSS STATE HIGHWAY 1193 FROM A POWER POLE, 61 FEET WEST OF A
 BX0826'CORNER FENCE POST, 1 1/2 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A
 BX0826'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 BX0826'OF A CONCRETE POST PROJECTING 4 INCHES.
 BX0826
 BX0826                          STATION RECOVERY (1977)
 BX0826
 BX0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0920 ***********************************************************************
 BX0920  DESIGNATION -  V 239
 BX0920  PID         -  BX0920
 BX0920  STATE/COUNTY-  LA/RAPIDES
 BX0920  USGS QUAD   -  ALEXANDRIA (1992)
 BX0920
 BX0920                         *CURRENT SURVEY CONTROL
 BX0920  ___________________________________________________________________
 BX0920* NAD 83(1986)-  31 16 45.     (N)    092 26 51.     (W)     SCALED    
 BX0920* NAVD 88     -        22.583  (meters)      74.09   (feet)  ADJUSTED  
 BX0920  ___________________________________________________________________
 BX0920  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX0920  DYNAMIC HT  -          22.555 (meters)      74.00  (feet)  COMP
 BX0920  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 BX0920
 BX0920  VERT ORDER  -  FIRST     CLASS I
 BX0920
 BX0920.The horizontal coordinates were scaled from a topographic map and have
 BX0920.an estimated accuracy of +/- 6 seconds.
 BX0920
 BX0920.The orthometric height was determined by differential leveling
 BX0920.and adjusted by the National Geodetic Survey in February 1994..
 BX0920
 BX0920.The geoid height was determined by GEOID03.
 BX0920
 BX0920.The dynamic height is computed by dividing the NAVD 88
 BX0920.geopotential number by the normal gravity value computed on the
 BX0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0920.degrees latitude (g = 980.6199 gals.).
 BX0920
 BX0920.The modeled gravity was interpolated from observed gravity values.
 BX0920
 BX0920;                    North         East    Units  Estimated Accuracy
 BX0920;SPC LA N     -    86,390.    1,005,000.      MT  (+/- 180 meters Scaled)
 BX0920
 BX0920                          SUPERSEDED SURVEY CONTROL
 BX0920
 BX0920  NAVD 88 (06/15/91)   22.582  (m)           74.09   (f) UNKNOWN     1 1
 BX0920  NGVD 29 (??/??/??)   22.570  (m)           74.05   (f) ADJUSTED    1 1
 BX0920
 BX0920.Superseded values are not recommended for survey control.
 BX0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0920.See file dsdata.txt to determine how the superseded data were derived.
 BX0920
 BX0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ525606(NAD 83)
 BX0920_MARKER: DB = BENCH MARK DISK
 BX0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0920_SP_SET: CULVERT
 BX0920_STAMPING: V 239 1966
 BX0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0920
 BX0920  HISTORY     - Date     Condition        Report By
 BX0920  HISTORY     - 1966     MONUMENTED       CGS
 BX0920  HISTORY     - 1968     GOOD             LADTD
 BX0920  HISTORY     - 1970     GOOD             NGS
 BX0920  HISTORY     - 1977     GOOD             NGS
 BX0920
 BX0920                          STATION DESCRIPTION
 BX0920
 BX0920'DESCRIBED BY LA TRANSP AND DEV 1968
 BX0920'IN ALEXANDRIA.
 BX0920'ABOUT 2 MILES SOUTH ALONG MISSOURI PACIFIC RAILROAD FROM STATION AT
 BX0920'ALEXANDRIA.  THENCE 0.90 MILES SOUTH OF THE INTERSECTION OF MASONIC
 BX0920'DRIVE AND LEE STREET AT THE RAILROAD CROSSING ON LEE STREET.  ABOUT
 BX0920'1.5 MILES NORTH OF B.M. F 15 1934.  IN THE WEST HEADWALL OF A CONCRETE
 BX0920'BOX CULVERT.  19 FEET SOUTHWEST OF A RAILROAD SIGNAL POST WITH A
 BX0920'FEDERAL AIDE MARKER SET IN THE BASE MARKED U.G. 162 (14).  39 FEET
 BX0920'WEST OF THE CENTER LINE OF LEE STREET.  115 FEET SOUTHEAST OF A TIN
 BX0920'BUILDING.  36 FEET WEST NORTHWEST OF CENTER LINE OF RAILROAD TRACK. 81
 BX0920'FEET WEST OF THE NORTH END OF HANDRAILS ON SIDE WALK ON EAST SIDE OF
 BX0920'LEE STREET.  74 FEET WEST OF SIGNAL LIGHT POST ON EAST SIDE OF LEE
 BX0920'STREET.  103 FEET SOUTHWEST OF AN ELECTRIC BOX ON EAST SIDE OF LEE
 BX0920'STREET.
 BX0920
 BX0920                          STATION RECOVERY (1970)
 BX0920
 BX0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0920'RECOVERED IN GOOD CONDITION.
 BX0920
 BX0920                          STATION RECOVERY (1977)
 BX0920
 BX0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1051 ***********************************************************************
 CP1051  DESIGNATION -  V 24
 CP1051  PID         -  CP1051
 CP1051  STATE/COUNTY-  LA/WEST CARROLL
 CP1051  USGS QUAD   -  PIONEER (1986)
 CP1051
 CP1051                         *CURRENT SURVEY CONTROL
 CP1051  ___________________________________________________________________
 CP1051* NAD 83(1986)-  32 42 23.     (N)    091 26 37.     (W)     SCALED    
 CP1051* NAVD 88     -        31.149  (meters)     102.19   (feet)  ADJUSTED  
 CP1051  ___________________________________________________________________
 CP1051  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1051  DYNAMIC HT  -          31.115 (meters)     102.08  (feet)  COMP
 CP1051  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 CP1051
 CP1051  VERT ORDER  -  SECOND    CLASS 0
 CP1051
 CP1051.The horizontal coordinates were scaled from a topographic map and have
 CP1051.an estimated accuracy of +/- 6 seconds.
 CP1051
 CP1051.The orthometric height was determined by differential leveling
 CP1051.and adjusted by the National Geodetic Survey in June 1991..
 CP1051
 CP1051.The geoid height was determined by GEOID03.
 CP1051
 CP1051.The dynamic height is computed by dividing the NAVD 88
 CP1051.geopotential number by the normal gravity value computed on the
 CP1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1051.degrees latitude (g = 980.6199 gals.).
 CP1051
 CP1051.The modeled gravity was interpolated from observed gravity values.
 CP1051
 CP1051;                    North         East    Units  Estimated Accuracy
 CP1051;SPC LA N     -   245,130.    1,099,050.      MT  (+/- 180 meters Scaled)
 CP1051
 CP1051                          SUPERSEDED SURVEY CONTROL
 CP1051
 CP1051  NGVD 29 (??/??/92)   31.210  (m)          102.39   (f) ADJ UNCH    2 0
 CP1051
 CP1051.Superseded values are not recommended for survey control.
 CP1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1051.See file dsdata.txt to determine how the superseded data were derived.
 CP1051
 CP1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS458198(NAD 83)
 CP1051_MARKER: DB = BENCH MARK DISK
 CP1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1051_STAMPING: V-24 1935
 CP1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1051+STABILITY: SURFACE MOTION
 CP1051
 CP1051  HISTORY     - Date     Condition        Report By
 CP1051  HISTORY     - 1935     MONUMENTED       CGS
 CP1051
 CP1051                          STATION DESCRIPTION
 CP1051
 CP1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1051'2.0 MI S FROM PIONEER.
 CP1051'2 MILES SOUTH OF, ALONG M.P. RY., FROM HIGH SCHOOL 56.9 FEET NORTH OF
 CP1051'POLE FOR TRANSMISSION LINE CROSSING TRACKS.  52 FEET NORTH OF SO.
 CP1051'NATURAL GAS CORP. PIPE LINE CROSSING.  44 FEET EAST OF CENTERLINE OF
 CP1051'ST. HWY. 16.  35.3 FEET WEST OF CENTERLINE OF MISSOURI PACIFIC R.R.
 CP1051'TRACK.  34.3 FEET NORTHEAST OF NORTH END OF RACK FOR REPLACEMENT GAS
 CP1051'LINE CASINGS.  5.8 FEET NORTH OF M.P. 476-20.  TABLET SET IN PRECAST
 CP1051'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2058 ***********************************************************************
 BJ2058  DESIGNATION -  V 241
 BJ2058  PID         -  BJ2058
 BJ2058  STATE/COUNTY-  LA/IBERIA
 BJ2058  USGS QUAD   -  LAKE CHICOT (1980)
 BJ2058
 BJ2058                         *CURRENT SURVEY CONTROL
 BJ2058  ___________________________________________________________________
 BJ2058* NAD 83(1986)-  30 02 17.     (N)    091 27 24.     (W)     SCALED    
 BJ2058* NAVD 88     -         3.26   (+/-2cm)      10.7    (feet)  VERTCON   
 BJ2058  ___________________________________________________________________
 BJ2058  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BJ2058
 BJ2058  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2058
 BJ2058.The horizontal coordinates were scaled from a topographic map and have
 BJ2058.an estimated accuracy of +/- 6 seconds.
 BJ2058
 BJ2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2058.The vertical order pertains to the NGVD 29 superseded value.
 BJ2058
 BJ2058.The geoid height was determined by GEOID03.
 BJ2058
 BJ2058;                    North         East    Units  Estimated Accuracy
 BJ2058;SPC LA S     -   170,490.      988,110.      MT  (+/- 180 meters Scaled)
 BJ2058
 BJ2058                          SUPERSEDED SURVEY CONTROL
 BJ2058
 BJ2058  NGVD 29 (??/??/??)    3.291  (m)           10.80   (f) ADJUSTED    1 2
 BJ2058
 BJ2058.Superseded values are not recommended for survey control.
 BJ2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2058.See file dsdata.txt to determine how the superseded data were derived.
 BJ2058
 BJ2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP488240(NAD 83)
 BJ2058_MARKER: DB = BENCH MARK DISK
 BJ2058_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2058_SP_SET: 96 FT.
 BJ2058_STAMPING: V 241 1966
 BJ2058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2058
 BJ2058  HISTORY     - Date     Condition        Report By
 BJ2058  HISTORY     - 1966     MONUMENTED       CGS
 BJ2058
 BJ2058                          STATION DESCRIPTION
 BJ2058
 BJ2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2058'19.6 MI NE FROM CHARENTON.
 BJ2058'ABOUT 0.2 MILE NORTHWEST ALONG STATE ROAD 326 FROM THE POST OFFICE AT
 BJ2058'CHARENTON, THENCE 0.2 MILE NORTHEAST ALONG STATE ROAD 324, THENCE 0.1
 BJ2058'MILE NORTHWEST ALONG STATE ROAD 87, THENCE 0.9 MILE NORTHEAST ALONG
 BJ2058'THE CHARENTON FLOOD GATE ROAD, THENCE 4.8 MILES SOUTHEAST ALONG A
 BJ2058'GRAVELED ROAD ON THE TOP OF THE LEVEE, THENCE 1.2 MILES NORTHEAST
 BJ2058'ACROSS GRAND LAKE, THENCE 8.4 MILES NORTH ALONG THE BANK OF THE
 BJ2058'ATCHAFALAYA RIVER, THENCE 2.4 MILES NORTHEAST THROUGH TIMBER AND ALONG
 BJ2058'A SMALL CANAL TO THE NORTHEAST POINT OF TURKEY ISLAND, THENCE 0.6 MILE
 BJ2058'SOUTHEAST ACROSS HOG ISLAND PASS TO THE SOUTH POINT OF HOG ISLAND,
 BJ2058'THENCE 0.8 MILE NORTHEAST ALONG THE BANK OF KEELBOAT PASS, 40 FEET
 BJ2058'WEST OF A WOODEN TIDE STAFF, 30 FEET WEST OF THE WEST BANK OF THE
 BJ2058'CANAL, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE
 BJ2058'LEVEL OF THE WATER, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BJ2058'THAT IS DRIVEN TO A DEPTH OF 96 FEET AND IS ENCASED IN A 6-INCH TILE
 BJ2058'WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1778 ***********************************************************************
 CP1778  DESIGNATION -  V 242
 CP1778  PID         -  CP1778
 CP1778  STATE/COUNTY-  LA/RICHLAND
 CP1778  USGS QUAD   -  CREW LAKE (1982)
 CP1778
 CP1778                         *CURRENT SURVEY CONTROL
 CP1778  ___________________________________________________________________
 CP1778* NAD 83(1986)-  32 29 17.     (N)    091 53 34.     (W)     SCALED    
 CP1778* NAVD 88     -        20.397  (meters)      66.92   (feet)  ADJUSTED  
 CP1778  ___________________________________________________________________
 CP1778  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CP1778  DYNAMIC HT  -          20.374 (meters)      66.84  (feet)  COMP
 CP1778  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CP1778
 CP1778  VERT ORDER  -  FIRST     CLASS I
 CP1778
 CP1778.The horizontal coordinates were scaled from a topographic map and have
 CP1778.an estimated accuracy of +/- 6 seconds.
 CP1778
 CP1778.The orthometric height was determined by differential leveling
 CP1778.and adjusted by the National Geodetic Survey in June 1991..
 CP1778
 CP1778.The geoid height was determined by GEOID03.
 CP1778
 CP1778.The dynamic height is computed by dividing the NAVD 88
 CP1778.geopotential number by the normal gravity value computed on the
 CP1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1778.degrees latitude (g = 980.6199 gals.).
 CP1778
 CP1778.The modeled gravity was interpolated from observed gravity values.
 CP1778
 CP1778;                    North         East    Units  Estimated Accuracy
 CP1778;SPC LA N     -   220,590.    1,057,070.      MT  (+/- 180 meters Scaled)
 CP1778
 CP1778                          SUPERSEDED SURVEY CONTROL
 CP1778
 CP1778  NGVD 29 (??/??/??)   20.433  (m)           67.04   (f) ADJUSTED    1 1
 CP1778
 CP1778.Superseded values are not recommended for survey control.
 CP1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1778.See file dsdata.txt to determine how the superseded data were derived.
 CP1778
 CP1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR040950(NAD 83)
 CP1778_MARKER: DB = BENCH MARK DISK
 CP1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1778_STAMPING: V 242 1966
 CP1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1778+STABILITY: SURFACE MOTION
 CP1778
 CP1778  HISTORY     - Date     Condition        Report By
 CP1778  HISTORY     - 1966     MONUMENTED       CGS
 CP1778  HISTORY     - 1969     GOOD             NGS
 CP1778
 CP1778                          STATION DESCRIPTION
 CP1778
 CP1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1778'7.8 MI W FROM RAYVILLE.
 CP1778'7.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1778'AT RAYVILLE, IN SECTION 6, T 17 N, R 6 E, ABOUT 5 POLES EAST OF
 CP1778'MILEPOST 59, AT A ROADSIDE PARKING AREA, 70 FEET NORTH OF THE NORTH
 CP1778'RAIL, 77 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 1.3 FEET
 CP1778'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL OF THE HIGHWAY, ABOUT 7
 CP1778'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CP1778'POST PROJECTING 4 INCHES.
 CP1778
 CP1778                          STATION RECOVERY (1969)
 CP1778
 CP1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1886 ***********************************************************************
 CP1886  DESIGNATION -  V 243
 CP1886  PID         -  CP1886
 CP1886  STATE/COUNTY-  LA/FRANKLIN
 CP1886  USGS QUAD   -  FT NECESSITY (1983)
 CP1886
 CP1886                         *CURRENT SURVEY CONTROL
 CP1886  ___________________________________________________________________
 CP1886* NAD 83(1986)-  32 06 24.     (N)    091 45 14.     (W)     SCALED    
 CP1886* NAVD 88     -        19.82   (+/-2cm)      65.0    (feet)  VERTCON   
 CP1886  ___________________________________________________________________
 CP1886  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP1886
 CP1886  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1886
 CP1886.The horizontal coordinates were scaled from a topographic map and have
 CP1886.an estimated accuracy of +/- 6 seconds.
 CP1886
 CP1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1886.The vertical order pertains to the NGVD 29 superseded value.
 CP1886
 CP1886.The geoid height was determined by GEOID03.
 CP1886
 CP1886;                    North         East    Units  Estimated Accuracy
 CP1886;SPC LA N     -   178,380.    1,070,410.      MT  (+/- 180 meters Scaled)
 CP1886
 CP1886                          SUPERSEDED SURVEY CONTROL
 CP1886
 CP1886  NGVD 29 (??/??/92)   19.838  (m)           65.09   (f) ADJ UNCH    1 2
 CP1886
 CP1886.Superseded values are not recommended for survey control.
 CP1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1886.See file dsdata.txt to determine how the superseded data were derived.
 CP1886
 CP1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR175529(NAD 83)
 CP1886_MARKER: DB = BENCH MARK DISK
 CP1886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1886_SP_SET: HEADWALL
 CP1886_STAMPING: V 243 1966
 CP1886_MARK LOGO: CGS   
 CP1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1886+STABILITY: SURFACE MOTION
 CP1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1886+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP1886
 CP1886  HISTORY     - Date     Condition        Report By
 CP1886  HISTORY     - 1966     MONUMENTED       CGS
 CP1886  HISTORY     - 19871105 GOOD             LADTD
 CP1886  HISTORY     - 20050318 GOOD             USPSQD
 CP1886
 CP1886                          STATION DESCRIPTION
 CP1886
 CP1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1886'5.45 MI SW FROM WINNSBORO.
 CP1886'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1886'WINNSBORO, THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE
 CP1886'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 15, THENCE 4.65 MILES SOUTHWEST
 CP1886'ALONG STATE HIGHWAY 4, OR ABOUT 6.15 MILES NORTHEAST ALONG STATE
 CP1886'HIGHWAY 4 FROM THE POST OFFICE AT FT. NECESSITY, IN SECTION 16, T 13
 CP1886'N, R 7 E, 275 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OAK GROVE
 CP1886'BAPTIST CHURCH, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CP1886'90 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CEMETERY, SET IN THE
 CP1886'CENTER OF THE TOP OF THE SOUTHEAST CONCRETE HEAD WALL OF A 36-INCH
 CP1886'CORRUGATED METAL CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CP1886
 CP1886                          STATION RECOVERY (1987)
 CP1886
 CP1886'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1886'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) SOUTHWEST OF WINNSBORO,
 CP1886'9.9 KM (6.15 MI) NORTHEAST OF FORT NECESSITY, IN SECTION 16, T 13 N, R
 CP1886'7 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 CP1886'DEVELOPMENT.
 CP1886'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 15 IN
 CP1886'WINNSBORO GO SOUTHWEST FOR 7.5 KM (4.65 MI) ON HIGHWAY 4 OR TO REACH
 CP1886'THE STATION FROM THE POST OFFICE IN FORT NECESSITY GO NORTHEAST FOR
 CP1886'9.9 KM (6.15 MI) ON HIGHWAY 4 TO THE MARK SET IN THE CENTER OF THE TOP
 CP1886'OF THE SOUTHEAST CONCRETE HEAD WALL OF A 36-INCH CORRUGATED METAL
 CP1886'CULVERT,  83.8 M (274.9 FT) NORTHEAST FROM THE NORTHEAST CORNER
 CP1886'OF THE OAK GROVE BATIST CHURCH, 27.4 M (89.9 FT) SOUTHEAST FROM THE
 CP1886'NORTHEAST CORNER OF A CEMETERY AND 4.3 M (14.1 FT) SOUTHEAST FROM THE
 CP1886'CENTER OF THE HIGHWAY.  THE MARK IS ABOUT 0.3 M (1.0 FT) BELOW THE
 CP1886'LEVEL OF THE HIGHWAY.
 CP1886
 CP1886                          STATION RECOVERY (2005)
 CP1886
 CP1886'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3330 ***********************************************************************
 CP3330  DESIGNATION -  V 244 RESET
 CP3330  PID         -  CP3330
 CP3330  STATE/COUNTY-  LA/FRANKLIN
 CP3330  USGS QUAD   -  DELHI (1986)
 CP3330
 CP3330                         *CURRENT SURVEY CONTROL
 CP3330  ___________________________________________________________________
 CP3330* NAD 83(1992)-  32 23 28.93960(N)    091 29 57.92189(W)     ADJUSTED  
 CP3330* NAVD 88     -        26.18   (+/-2cm)      85.9    (feet)  VERTCON   
 CP3330  ___________________________________________________________________
 CP3330  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CP3330  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP3330
 CP3330  HORZ ORDER  -  THIRD
 CP3330  VERT ORDER  -  THIRD (See Below)
 CP3330
 CP3330.The horizontal coordinates were established by classical geodetic methods
 CP3330.and adjusted by the National Geodetic Survey in May 1994..
 CP3330
 CP3330.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3330.The vertical order pertains to the NGVD 29 superseded value.
 CP3330
 CP3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3330
 CP3330.The geoid height was determined by GEOID03.
 CP3330
 CP3330;                    North         East     Units Scale Factor Converg.
 CP3330;SPC LA N     -   210,143.251 1,094,137.714   MT  0.99994881   +0 31 44.4
 CP3330;SPC LA N     -   689,444.98  3,589,683.48   sFT  0.99994881   +0 31 44.4
 CP3330;UTM  15      - 3,584,807.910   641,139.103   MT  0.99984565   +0 48 14.4
 CP3330
 CP3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3330!SPC LA N     -   1.00000001  x   0.99994881  =   0.99994882
 CP3330!UTM  15      -   1.00000001  x   0.99984565  =   0.99984566
 CP3330
 CP3330                          SUPERSEDED SURVEY CONTROL
 CP3330
 CP3330  NAD 83(1992)-  32 23 28.94209(N)    091 29 57.92108(W) AD(       ) 3
 CP3330  NAD 83(1986)-  32 23 28.95173(N)    091 29 57.91582(W) AD(       ) 3
 CP3330  NGVD 29 (09/18/05)   26.20   (m)           86.0    (f) RESET       3  
 CP3330
 CP3330.Superseded values are not recommended for survey control.
 CP3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3330.See file dsdata.txt to determine how the superseded data were derived.
 CP3330
 CP3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4113984808(NAD 83)
 CP3330_MARKER: DB = BENCH MARK DISK
 CP3330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP3330_SP_SET: STAINLESS STEEL ROD
 CP3330_STAMPING: V 244 RESET 1983
 CP3330_MARK LOGO: LADTD 
 CP3330_PROJECTION: FLUSH
 CP3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3330+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1983
 CP3330_ROD/PIPE-DEPTH: 3.7  meters
 CP3330
 CP3330  HISTORY     - Date     Condition        Report By
 CP3330  HISTORY     - 1983     MONUMENTED       LADTD
 CP3330  HISTORY     - 19830712 GOOD             NGS
 CP3330
 CP3330                          STATION DESCRIPTION
 CP3330
 CP3330'DESCRIBED BY LA TRANSP AND DEV 1983
 CP3330'7.6 KM (4.70 MI) SOUTH FROM DELHI.
 CP3330'LOCATED 6.6 KM (4.10 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE
 CP3330'RAILROAD STATION IN DELHI, AT THE INTERSECTION WITH STATE HIGHWAY
 CP3330'132.  THE MARK IS IN THE NORTHWEST QUADRANT OF THE INTERSECTION, 20.9
 CP3330'M (68.6 FT) NORTHWEST OF THE CENTER OF 3 DRAIN PIPES UNDER STATE
 CP3330'HIGHWAY 17, 20.1 M (65.9 FT) WEST OF THE CENTER OF STATE HIGHWAY 17
 CP3330'AND 11.6 M (38.1 FT) NORTHWEST OF THE NORTH END OF A METAL SIDE-DRAIN
 CP3330'PIPE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CP3330'THE MARK IS 0.9 M BELOW HIGHWAY.
 CP3330
 CP3330                          STATION RECOVERY (1983)
 CP3330
 CP3330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RJT)
 CP3330'V 244 RESET IS A STANDARD NGS DISK STAMPED--V244 RESET 1983--. IS A
 CP3330'NGS BENCH MARK DISK CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN
 CP3330'TO THE DEPTH OF 3.7 METERS (12 FT).  THE MARK IS ENCASED IN A 6-INCH
 CP3330'PLASTIC PIPE.  THE MARK IS FLUSH WITH THE GROUND.  IT IS LOCATED 68.5
 CP3330'FT (20.9 M) NW FROM THE CENTER OF 3 DRAIN PIPES UNDER STATE HIGHWAY
 CP3330'17, 66.0 FT (20.1 M) W FROM THE CENTER OF STATE HIGHWAY 17, AND 38.0
 CP3330'FT (11.6 M) NW FROM THE NORTH END OF METAL SIDE DRAIN PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1830 ***********************************************************************
 CP1830  DESIGNATION -  V 245
 CP1830  PID         -  CP1830
 CP1830  STATE/COUNTY-  LA/FRANKLIN
 CP1830  USGS QUAD   -  WINNSBORO (1983)
 CP1830
 CP1830                         *CURRENT SURVEY CONTROL
 CP1830  ___________________________________________________________________
 CP1830* NAD 83(1986)-  32 09 09.     (N)    091 42 28.     (W)     SCALED    
 CP1830* NAVD 88     -        23.65   (+/-2cm)      77.6    (feet)  VERTCON   
 CP1830  ___________________________________________________________________
 CP1830  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP1830
 CP1830  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1830
 CP1830.The horizontal coordinates were scaled from a topographic map and have
 CP1830.an estimated accuracy of +/- 6 seconds.
 CP1830
 CP1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1830.The vertical order pertains to the NGVD 29 superseded value.
 CP1830
 CP1830.The geoid height was determined by GEOID03.
 CP1830
 CP1830;                    North         East    Units  Estimated Accuracy
 CP1830;SPC LA N     -   183,500.    1,074,730.      MT  (+/- 180 meters Scaled)
 CP1830
 CP1830                          SUPERSEDED SURVEY CONTROL
 CP1830
 CP1830  NGVD 29 (??/??/92)   23.666  (m)           77.64   (f) ADJ UNCH    1 2
 CP1830
 CP1830.Superseded values are not recommended for survey control.
 CP1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1830.See file dsdata.txt to determine how the superseded data were derived.
 CP1830
 CP1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR218580(NAD 83)
 CP1830_MARKER: DB = BENCH MARK DISK
 CP1830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1830_SP_SET: CONCRETE BASE
 CP1830_STAMPING: V 245 1966
 CP1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1830
 CP1830  HISTORY     - Date     Condition        Report By
 CP1830  HISTORY     - 1966     MONUMENTED       CGS
 CP1830  HISTORY     - 1975     GOOD
 CP1830
 CP1830                          STATION DESCRIPTION
 CP1830
 CP1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1830'1.9 MI SE FROM WINNSBORO.
 CP1830'0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT WINNSBORO,
 CP1830'THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE 1.4 MILES
 CP1830'SOUTHEAST ALONG STATE HIGHWAY 15, IN SECTION 36, T 14 N, R 7 E, 124
 CP1830'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTHWEST
 CP1830'OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 32 FEET
 CP1830'NORTHEAST OF THE NORTH CORNER OF AN AMERICAN SERVICE STATION, SET IN
 CP1830'THE TOP OF THE CONCRETE BASE OF THE SOUTH LEG OF THE MOST
 CP1830'NORTHWESTERLY ONE OF A GROUP OF OIL TANKS, ABOUT LEVEL WITH THE
 CP1830'HIGHWAY, AND PROJECTING ABOUT 2 FEET.
 CP1830
 CP1830                          STATION RECOVERY (1975)
 CP1830
 CP1830'RECOVERED 1975
 CP1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1446 ***********************************************************************
 BW1446  DESIGNATION -  V 246
 BW1446  PID         -  BW1446
 BW1446  STATE/COUNTY-  LA/CATAHOULA
 BW1446  USGS QUAD   -  SICILY ISLAND (1983)
 BW1446
 BW1446                         *CURRENT SURVEY CONTROL
 BW1446  ___________________________________________________________________
 BW1446* NAD 83(1986)-  31 50 48.     (N)    091 39 27.     (W)     SCALED    
 BW1446* NAVD 88     -        22.23   (+/-2cm)      72.9    (feet)  VERTCON   
 BW1446  ___________________________________________________________________
 BW1446  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1446
 BW1446  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1446
 BW1446.The horizontal coordinates were scaled from a topographic map and have
 BW1446.an estimated accuracy of +/- 6 seconds.
 BW1446
 BW1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1446.The vertical order pertains to the NGVD 29 superseded value.
 BW1446
 BW1446.The geoid height was determined by GEOID03.
 BW1446
 BW1446;                    North         East    Units  Estimated Accuracy
 BW1446;SPC LA N     -   149,620.    1,079,740.      MT  (+/- 180 meters Scaled)
 BW1446
 BW1446                          SUPERSEDED SURVEY CONTROL
 BW1446
 BW1446  NGVD 29 (??/??/92)   22.235  (m)           72.95   (f) ADJ UNCH    1 2
 BW1446
 BW1446.Superseded values are not recommended for survey control.
 BW1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1446.See file dsdata.txt to determine how the superseded data were derived.
 BW1446
 BW1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR270242(NAD 83)
 BW1446_MARKER: DB = BENCH MARK DISK
 BW1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1446_SP_SET: CONCRETE POST
 BW1446_STAMPING: V 246 1966
 BW1446_MARK LOGO: CGS   
 BW1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1446+STABILITY: SURFACE MOTION
 BW1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1446+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 BW1446
 BW1446  HISTORY     - Date     Condition        Report By
 BW1446  HISTORY     - 1966     MONUMENTED       CGS
 BW1446  HISTORY     - 1978     MARK NOT FOUND   USGS
 BW1446  HISTORY     - 19880225 GOOD             LADTD
 BW1446
 BW1446                          STATION DESCRIPTION
 BW1446
 BW1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1446'0.1 MI E FROM SICILY ISLAND.
 BW1446'ABOUT 0.1 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BW1446'OFFICE AT SICILY ISLAND, IN SECTION 16, T 10 N, R 8 E, 103 FEET WEST
 BW1446'OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 8, 33 FEET SOUTH OF THE
 BW1446'SOUTH RAIL, 37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32
 BW1446'FEET NORTHEAST OF THE EAST CORNER OF THE MCKEES CLEANERS BUILDING, 16
 BW1446'FEET NORTHEAST OF A POLE BRACED BY A GUY WIRE, ABOUT 4 FEET ABOVE THE
 BW1446'LEVEL OF THE TRACK AND THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BW1446'POST PROJECTING 1 INCH.  NOTE-- THIS BENCH MARK IS ABOUT 0.4 MILE
 BW1446'SOUTHEAST OF P.B.M. SICLILY ISLAND (USE), AND IT COULD POSSIBLY BE
 BW1446'USED FOR AN AZIMUTH MARK.
 BW1446
 BW1446                          STATION RECOVERY (1978)
 BW1446
 BW1446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BW1446'MARK NOT FOUND.
 BW1446
 BW1446                          STATION RECOVERY (1988)
 BW1446
 BW1446'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BW1446'THE STATION IS LOCATED IN SICILY ISLAND IN THE NORTHWEST QUADRANT OF
 BW1446'THE JUNCTION OF STATE HIGHWAYS 15 AND 8.  OWNERSHIP--UNKNOWN.
 BW1446'THE MARK IS 32.3 M (106.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 BW1446'THE SICILY ISLAND STATE BANK, 31.4 M (103.0 FT) WEST FROM THE HIGHWAY
 BW1446'JUNCTION, 11.4 M (37.4 FT) NORTH FROM THE CENTER OF HIGHWAY 8 AND 0.15
 BW1446'M (0.5 FT) NORTH FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE
 BW1446'GROUND AND ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1469 ***********************************************************************
 CP1469  DESIGNATION -  V 247
 CP1469  PID         -  CP1469
 CP1469  STATE/COUNTY-  LA/FRANKLIN
 CP1469  USGS QUAD   -  COMO (1983)
 CP1469
 CP1469                         *CURRENT SURVEY CONTROL
 CP1469  ___________________________________________________________________
 CP1469* NAD 83(1986)-  32 05 29.     (N)    091 30 17.     (W)     SCALED    
 CP1469* NAVD 88     -        16.71   (+/-2cm)      54.8    (feet)  VERTCON   
 CP1469  ___________________________________________________________________
 CP1469  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1469
 CP1469  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1469
 CP1469.The horizontal coordinates were scaled from a topographic map and have
 CP1469.an estimated accuracy of +/- 6 seconds.
 CP1469
 CP1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1469.The vertical order pertains to the NGVD 29 superseded value.
 CP1469
 CP1469.The geoid height was determined by GEOID03.
 CP1469
 CP1469;                    North         East    Units  Estimated Accuracy
 CP1469;SPC LA N     -   176,880.    1,093,950.      MT  (+/- 180 meters Scaled)
 CP1469
 CP1469                          SUPERSEDED SURVEY CONTROL
 CP1469
 CP1469  NGVD 29 (??/??/92)   16.728  (m)           54.88   (f) ADJ UNCH    1 2
 CP1469
 CP1469.Superseded values are not recommended for survey control.
 CP1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1469.See file dsdata.txt to determine how the superseded data were derived.
 CP1469
 CP1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR411515(NAD 83)
 CP1469_MARKER: DB = BENCH MARK DISK
 CP1469_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1469_SP_SET: HEADWALL
 CP1469_STAMPING: V 247 1966
 CP1469_MARK LOGO: CGS   
 CP1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1469+STABILITY: SURFACE MOTION
 CP1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1469+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 CP1469
 CP1469  HISTORY     - Date     Condition        Report By
 CP1469  HISTORY     - 1966     MONUMENTED       CGS
 CP1469  HISTORY     - 1973     GOOD             LADTD
 CP1469  HISTORY     - 19871102 GOOD             USPSQD
 CP1469  HISTORY     - 19880225 GOOD             LADTD
 CP1469
 CP1469                          STATION DESCRIPTION
 CP1469
 CP1469'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1469'11.40 MI NE FROM GILBERT.
 CP1469'ABOUT 0.05 MILES SOUTHEAST ALONG FIRST STREET FROM GILBERT HIGH SCHOOL
 CP1469'IN GILBERT TO THE INTERSECTION OF FIRST STREET AND HANNA STREET.
 CP1469'THENCE ABOUT 0.20 MILES NORTHEAST ALONG HANNA STREET TO THE
 CP1469'INTERSECTION OF HANNA STREET, LOUISIANA HIGHWAY 15 AND LOUISIANA
 CP1469'HIGHWAY 572.  THENCE ABOUT 0.05 MILES NORTHEAST ALONG LOUISIANA
 CP1469'HIGHWAY 572 TO THE INTERSECTION OF LOUISIANA HIGHWAYS 572 AND 128.
 CP1469'THENCE ABOUT 5.40 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 128 TO THE
 CP1469'INTERSECTION OF LOUISIANA HIGHWAYS 128 AND 4.  THENCE ABOUT 5.70 MILES
 CP1469'EAST ALONG LOUISIANA HIGHWAY 4.  IT IS 37.4 FEET SOUTH OF THE
 CP1469'CENTERLINE OF LOUISIANA HIGHWAY 4, 60.5 FEET NORTHWEST OF A POWERPOLE.
 CP1469'SET IN TOP OF THE SOUTH HEADWALL OF A 4 FT. X 4 FT. CONCRETE BOX
 CP1469'CULVERT.  A STEEL WITNESS POST IS SET 3.4 FEET WEST OF THE MARK.
 CP1469
 CP1469                          STATION RECOVERY (1987)
 CP1469
 CP1469'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCR)
 CP1469'RECOVERED IN GOOD CONDITION.
 CP1469
 CP1469                          STATION RECOVERY (1988)
 CP1469
 CP1469'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CP1469'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) NORTHEAST OF GILBERT.
 CP1469'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CP1469'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 572 AND 128
 CP1469'IN GILBERT GO NORTHEAST FOR 8.7 KM (5.40 MI) ON HIGHWAY 128 TO THE
 CP1469'INTERSECTION WITH STATE HIGHWAY 4.  TURN RIGHT AND GO EAST FOR 9.2 KM
 CP1469'(5.70 MI) ON HIGHWAY 4 TO THE MARK ON THE RIGHT SET IN THE TOP OF THE
 CP1469'SOUTH HEADWALL OF A 4 BY 4 FT CONCRETE BOX CULVERT.
 CP1469'THE MARK IS 18.4 M (60.4 FT) NORTHWEST FROM A POWER POLE, 11.4 M
 CP1469'(37.4 FT) SOUTH FROM THE CENTER OF THE HIGHWAY AND 1 M (3.3 FT) EAST
 CP1469'FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1292 ***********************************************************************
 BW1292  DESIGNATION -  V 248 RESET 1977
 BW1292  PID         -  BW1292
 BW1292  STATE/COUNTY-  LA/CONCORDIA
 BW1292  USGS QUAD   -  FORT ADAMS (1965)
 BW1292
 BW1292                         *CURRENT SURVEY CONTROL
 BW1292  ___________________________________________________________________
 BW1292* NAD 83(1986)-  31 01 39.     (N)    091 36 10.     (W)     SCALED    
 BW1292* NAVD 88     -        15.02   (+/-2cm)      49.3    (feet)  VERTCON   
 BW1292  ___________________________________________________________________
 BW1292  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW1292
 BW1292  VERT ORDER  -  THIRD (See Below)
 BW1292
 BW1292.The horizontal coordinates were scaled from a topographic map and have
 BW1292.an estimated accuracy of +/- 6 seconds.
 BW1292
 BW1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1292.The vertical order pertains to the NGVD 29 superseded value.
 BW1292
 BW1292.The geoid height was determined by GEOID03.
 BW1292
 BW1292;                    North         East    Units  Estimated Accuracy
 BW1292;SPC LA N     -    58,840.    1,085,670.      MT  (+/- 180 meters Scaled)
 BW1292
 BW1292                          SUPERSEDED SURVEY CONTROL
 BW1292
 BW1292  NGVD 29 (09/18/05)   15.00   (m)           49.2    (f) RESET       3  
 BW1292
 BW1292.Superseded values are not recommended for survey control.
 BW1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1292.See file dsdata.txt to determine how the superseded data were derived.
 BW1292
 BW1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ333334(NAD 83)
 BW1292_MARKER: DB = BENCH MARK DISK
 BW1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1292_SP_SET: ROD
 BW1292_STAMPING: V 248 RESET 1977
 BW1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1292
 BW1292  HISTORY     - Date     Condition        Report By
 BW1292  HISTORY     - 1977     MONUMENTED       NGS
 BW1292
 BW1292                          STATION DESCRIPTION
 BW1292
 BW1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW1292'4.6 MI NE FROM OLD RIVER LOCKS.
 BW1292'LOCATED 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT
 BW1292'OLD RIVER, 112 FEET WEST OF THE CENTERLINE OF THE LEVEE ROAD (LA. 15),
 BW1292'3.2 FEET NORTH OF A FENCE CORNER AND 0.4 MILE SOUTHWEST OF A METAL
 BW1292'WITNESS POST.  IT IS A SHORT ROD MARK FLUSH WITH THE GROUND. SECTION
 BW1292'63. T 1N, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1530 ***********************************************************************
 BW1530  DESIGNATION -  V 250
 BW1530  PID         -  BW1530
 BW1530  STATE/COUNTY-  LA/CONCORDIA
 BW1530  USGS QUAD   -  JONESVILLE SOUTH (1994)
 BW1530
 BW1530                         *CURRENT SURVEY CONTROL
 BW1530  ___________________________________________________________________
 BW1530* NAD 83(1986)-  31 36 40.     (N)    091 45 09.     (W)     SCALED    
 BW1530* NAVD 88     -        15.96   (+/-2cm)      52.4    (feet)  VERTCON   
 BW1530  ___________________________________________________________________
 BW1530  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1530
 BW1530  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1530
 BW1530.The horizontal coordinates were scaled from a topographic map and have
 BW1530.an estimated accuracy of +/- 6 seconds.
 BW1530
 BW1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1530.The vertical order pertains to the NGVD 29 superseded value.
 BW1530
 BW1530.The geoid height was determined by GEOID03.
 BW1530
 BW1530;                    North         East    Units  Estimated Accuracy
 BW1530;SPC LA N     -   123,440.    1,070,930.      MT  (+/- 180 meters Scaled)
 BW1530
 BW1530                          SUPERSEDED SURVEY CONTROL
 BW1530
 BW1530  NGVD 29 (??/??/92)   15.958  (m)           52.36   (f) ADJ UNCH    1 2
 BW1530
 BW1530.Superseded values are not recommended for survey control.
 BW1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1530.See file dsdata.txt to determine how the superseded data were derived.
 BW1530
 BW1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ183980(NAD 83)
 BW1530_MARKER: DB = BENCH MARK DISK
 BW1530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1530_SP_SET: CULVERT
 BW1530_STAMPING: V 250 1966
 BW1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1530
 BW1530  HISTORY     - Date     Condition        Report By
 BW1530  HISTORY     - 1966     MONUMENTED       CGS
 BW1530
 BW1530                          STATION DESCRIPTION
 BW1530
 BW1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1530'3.9 MI E FROM JONESVILLE.
 BW1530'ABOUT 3.9 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END OF
 BW1530'THE HIGHWAY BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION 3, T
 BW1530'7 N, R 7 E, 115 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTH EDGE
 BW1530'OF A TRESTLE ON THE LOUISIANA MIDLAND RAILWAY, 45 FEET NORTH OF THE
 BW1530'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 BW1530'NORTH CONCRETE HEAD WALL OF A DOUBLE-CHANNEL CONCRETE CULVERT, ABOUT 4
 BW1530'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8230 ***********************************************************************
 AC8230  DESIGNATION -  V 251 RESET
 AC8230  PID         -  AC8230
 AC8230  STATE/COUNTY-  LA/CONCORDIA
 AC8230  USGS QUAD   -  NATCHEZ (1976)
 AC8230
 AC8230                         *CURRENT SURVEY CONTROL
 AC8230  ___________________________________________________________________
 AC8230* NAD 83(1986)-  31 34 22.     (N)    091 26 57.     (W)     SCALED    
 AC8230* NAVD 88     -        17.90   (meters)      58.7    (feet)  RESET     
 AC8230  ___________________________________________________________________
 AC8230  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AC8230
 AC8230  VERT ORDER  -  THIRD
 AC8230
 AC8230.The horizontal coordinates were scaled from a topographic map and have
 AC8230.an estimated accuracy of +/- 6 seconds.
 AC8230
 AC8230.The orthometric height was computed from unverified reset data.
 AC8230
 AC8230.The geoid height was determined by GEOID03.
 AC8230
 AC8230;                    North         East    Units  Estimated Accuracy
 AC8230;SPC LA N     -   119,430.    1,099,750.      MT  (+/- 180 meters Scaled)
 AC8230
 AC8230                          SUPERSEDED SURVEY CONTROL
 AC8230
 AC8230.No superseded survey control is available for this station.
 AC8230
 AC8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ471941(NAD 83)
 AC8230_MARKER: DV = VERTICAL CONTROL DISK
 AC8230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8230_STAMPING: V 251 RESET 1990
 AC8230_MARK LOGO: NGS   
 AC8230_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8230+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8230
 AC8230  HISTORY     - Date     Condition        Report By
 AC8230  HISTORY     - 1990     MONUMENTED       LADTD
 AC8230
 AC8230                          STATION DESCRIPTION
 AC8230
 AC8230'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8230'THE STATION IS LOCATED IN VIDALIA AT THE JUNCTION OF U.S.  HIGHWAY 84
 AC8230'(CARTER STREET) AND CADET STREET, ABOUT 1.6 MI (2.6 KM) WEST FROM THE
 AC8230'WEST END OF THE MISSISSIPPI RIVER BRIDGE.  OWNERSHIP--LOUISIANA
 AC8230'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. THE STATION IS 76.0 FT
 AC8230'(23.2 M) NORTH FROM THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 84,
 AC8230'23.5 FT (7.2 M) WEST FROM THE CENTER OF CADET STREET, 14.0 FT (4.3 M)
 AC8230'EAST-SOUTHEAST FROM A TELEPHONE PEDESTAL AND 1.5 FT (0.5 M) NORTH FROM
 AC8230'A FIBERGLASS WITNESS POST, THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 AC8230'5.0 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0943 ***********************************************************************
 BX0943  DESIGNATION -  V 252
 BX0943  PID         -  BX0943
 BX0943  STATE/COUNTY-  LA/RAPIDES
 BX0943  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0943
 BX0943                         *CURRENT SURVEY CONTROL
 BX0943  ___________________________________________________________________
 BX0943* NAD 83(1986)-  31 09 05.     (N)    092 29 36.     (W)     SCALED    
 BX0943* NAVD 88     -        24.738  (meters)      81.16   (feet)  ADJUSTED  
 BX0943  ___________________________________________________________________
 BX0943  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BX0943  DYNAMIC HT  -          24.707 (meters)      81.06  (feet)  COMP
 BX0943  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 BX0943
 BX0943  VERT ORDER  -  FIRST     CLASS I
 BX0943
 BX0943.The horizontal coordinates were scaled from a topographic map and have
 BX0943.an estimated accuracy of +/- 6 seconds.
 BX0943
 BX0943.The orthometric height was determined by differential leveling
 BX0943.and adjusted by the National Geodetic Survey in February 1994..
 BX0943
 BX0943.The geoid height was determined by GEOID03.
 BX0943
 BX0943.The dynamic height is computed by dividing the NAVD 88
 BX0943.geopotential number by the normal gravity value computed on the
 BX0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0943.degrees latitude (g = 980.6199 gals.).
 BX0943
 BX0943.The modeled gravity was interpolated from observed gravity values.
 BX0943
 BX0943;                    North         East    Units  Estimated Accuracy
 BX0943;SPC LA N     -    72,220.    1,000,640.      MT  (+/- 180 meters Scaled)
 BX0943
 BX0943                          SUPERSEDED SURVEY CONTROL
 BX0943
 BX0943  NAVD 88 (06/15/91)   24.735  (m)           81.15   (f) UNKNOWN     1 1
 BX0943  NGVD 29 (??/??/??)   24.721  (m)           81.11   (f) ADJUSTED    1 1
 BX0943
 BX0943.Superseded values are not recommended for survey control.
 BX0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0943.See file dsdata.txt to determine how the superseded data were derived.
 BX0943
 BX0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ482464(NAD 83)
 BX0943_MARKER: DB = BENCH MARK DISK
 BX0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0943_SP_SET: CULVERT
 BX0943_STAMPING: V 252 1966
 BX0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0943
 BX0943  HISTORY     - Date     Condition        Report By
 BX0943  HISTORY     - 1966     MONUMENTED       CGS
 BX0943  HISTORY     - 1970     GOOD             NGS
 BX0943  HISTORY     - 19990424 GOOD             USPSQD
 BX0943
 BX0943                          STATION DESCRIPTION
 BX0943
 BX0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0943'0.5 MI NE FROM WOODWORTH.
 BX0943'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0943'WOODWORTH, THENCE 0.35 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD,
 BX0943'1 1/2 POLES SOUTH OF MILEPOST 610-10, 12 FEET WEST OF THE WEST RAIL,
 BX0943'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 BX0943'CONCRETE BOX CULVERT WHICH IS DATED 1947, 52 FEET EAST OF THE CENTER
 BX0943'LINE OF A GRAVELED ROAD, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 BX0943'TRACK.
 BX0943
 BX0943                          STATION RECOVERY (1999)
 BX0943
 BX0943'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1254 ***********************************************************************
 BW1254  DESIGNATION -  V 253
 BW1254  PID         -  BW1254
 BW1254  STATE/COUNTY-  LA/CONCORDIA
 BW1254  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1254
 BW1254                         *CURRENT SURVEY CONTROL
 BW1254  ___________________________________________________________________
 BW1254* NAD 83(1986)-  31 14 49.     (N)    091 39 44.     (W)     SCALED    
 BW1254* NAVD 88     -        21.14   (+/-2cm)      69.4    (feet)  VERTCON   
 BW1254  ___________________________________________________________________
 BW1254  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BW1254
 BW1254  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1254
 BW1254.The horizontal coordinates were scaled from a topographic map and have
 BW1254.an estimated accuracy of +/- 6 seconds.
 BW1254
 BW1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1254.The vertical order pertains to the NGVD 29 superseded value.
 BW1254
 BW1254.The geoid height was determined by GEOID03.
 BW1254
 BW1254;                    North         East    Units  Estimated Accuracy
 BW1254;SPC LA N     -    83,130.    1,079,800.      MT  (+/- 180 meters Scaled)
 BW1254
 BW1254                          SUPERSEDED SURVEY CONTROL
 BW1254
 BW1254  NGVD 29 (??/??/92)   21.12   (m)           69.3    (f) COMPUTED    1 2
 BW1254
 BW1254.Superseded values are not recommended for survey control.
 BW1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1254.See file dsdata.txt to determine how the superseded data were derived.
 BW1254
 BW1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ273577(NAD 83)
 BW1254_MARKER: DB = BENCH MARK DISK
 BW1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1254_SP_SET: CATTLE GUARD
 BW1254_STAMPING: V 253 1966
 BW1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1254+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1991
 BW1254
 BW1254  HISTORY     - Date     Condition        Report By
 BW1254  HISTORY     - 1966     MONUMENTED       CGS
 BW1254  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1254  HISTORY     - 19910710 MARK NOT FOUND   LADTD
 BW1254
 BW1254                          STATION DESCRIPTION
 BW1254
 BW1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1254'4.65 MI NE FROM SHAW.
 BW1254'ABOUT 4.65 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1254'SCHOOLHOUSE AT SHAW, IN SECTION 40, T 3 N, R 8 E, ABOUT 0.1 MILE NORTH
 BW1254'OF THE JUNCTION OF A GRAVELED ROAD, 15 1/2 FEET EAST OF THE CENTER
 BW1254'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST CORNER OF A
 BW1254'CONCRETE RETAINING WALL AROUND A STEEL CATTLE GUARD, AND ABOUT LEVEL
 BW1254'WITH THE HIGHWAY.
 BW1254
 BW1254                          STATION RECOVERY (1979)
 BW1254
 BW1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1254'NOT RECOVERED-BELIEVED DESTROYED-CATTLE GUARD IS NOW GONE.
 BW1254
 BW1254                          STATION RECOVERY (1991)
 BW1254
 BW1254'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BW1254'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1344 ***********************************************************************
 CP1344  DESIGNATION -  V 254
 CP1344  PID         -  CP1344
 CP1344  STATE/COUNTY-  LA/MADISON
 CP1344  USGS QUAD   -  TALLULAH (1994)
 CP1344
 CP1344                         *CURRENT SURVEY CONTROL
 CP1344  ___________________________________________________________________
 CP1344* NAD 83(1986)-  32 23 10.     (N)    091 08 26.     (W)     SCALED    
 CP1344* NAVD 88     -        23.183  (meters)      76.06   (feet)  ADJUSTED  
 CP1344  ___________________________________________________________________
 CP1344  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP1344  DYNAMIC HT  -          23.156 (meters)      75.97  (feet)  COMP
 CP1344  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CP1344
 CP1344  VERT ORDER  -  FIRST     CLASS I
 CP1344
 CP1344.The horizontal coordinates were scaled from a topographic map and have
 CP1344.an estimated accuracy of +/- 6 seconds.
 CP1344
 CP1344.The orthometric height was determined by differential leveling
 CP1344.and adjusted by the National Geodetic Survey in June 1991..
 CP1344
 CP1344.The geoid height was determined by GEOID03.
 CP1344
 CP1344.The dynamic height is computed by dividing the NAVD 88
 CP1344.geopotential number by the normal gravity value computed on the
 CP1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1344.degrees latitude (g = 980.6199 gals.).
 CP1344
 CP1344.The modeled gravity was interpolated from observed gravity values.
 CP1344
 CP1344;                    North         East    Units  Estimated Accuracy
 CP1344;SPC LA N     -   209,930.    1,127,910.      MT  (+/- 180 meters Scaled)
 CP1344
 CP1344                          SUPERSEDED SURVEY CONTROL
 CP1344
 CP1344  NGVD 29 (??/??/??)   23.185  (m)           76.07   (f) ADJUSTED    1 1
 CP1344
 CP1344.Superseded values are not recommended for survey control.
 CP1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1344.See file dsdata.txt to determine how the superseded data were derived.
 CP1344
 CP1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR749847(NAD 83)
 CP1344_MARKER: DB = BENCH MARK DISK
 CP1344_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1344_SP_SET: 122 FT
 CP1344_STAMPING: V 254 1968
 CP1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1344
 CP1344  HISTORY     - Date     Condition        Report By
 CP1344  HISTORY     - 1968     MONUMENTED       CGS
 CP1344
 CP1344                          STATION DESCRIPTION
 CP1344
 CP1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1344'3.05 MI E FROM TALLULAH.
 CP1344'3.05 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1344'COURTHOUSE AT TALLULAH, 0.2 MILE WEST OF A WOODEN RAILROAD TRESTLE
 CP1344'OVER GRASSY LAKE CANAL, 52 1/2 FEET NORTHEAST OF MILEPOST 14, 38 FEET
 CP1344'NORTH OF THE NORTH RAIL, 4 1/2 FEET WEST OF A TELEPHONE POLE, 1.0 FOOT
 CP1344'SOUTH OF A METAL WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL OF THE
 CP1344'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 CP1344'TO A DEPTH OF 122 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH
 CP1344'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0055 ***********************************************************************
 CQ0055  DESIGNATION -  V 255
 CQ0055  PID         -  CQ0055
 CQ0055  STATE/COUNTY-  LA/OUACHITA
 CQ0055  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0055
 CQ0055                         *CURRENT SURVEY CONTROL
 CQ0055  ___________________________________________________________________
 CQ0055* NAD 83(1986)-  32 31 09.     (N)    092 14 38.     (W)     SCALED    
 CQ0055* NAVD 88     -        37.868  (meters)     124.24   (feet)  ADJUSTED  
 CQ0055  ___________________________________________________________________
 CQ0055  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0055  DYNAMIC HT  -          37.825 (meters)     124.10  (feet)  COMP
 CQ0055  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 CQ0055
 CQ0055  VERT ORDER  -  FIRST     CLASS I
 CQ0055
 CQ0055.The horizontal coordinates were scaled from a topographic map and have
 CQ0055.an estimated accuracy of +/- 6 seconds.
 CQ0055
 CQ0055.The orthometric height was determined by differential leveling
 CQ0055.and adjusted by the National Geodetic Survey in June 1991..
 CQ0055
 CQ0055.The geoid height was determined by GEOID03.
 CQ0055
 CQ0055.The dynamic height is computed by dividing the NAVD 88
 CQ0055.geopotential number by the normal gravity value computed on the
 CQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0055.degrees latitude (g = 980.6199 gals.).
 CQ0055
 CQ0055.The modeled gravity was interpolated from observed gravity values.
 CQ0055
 CQ0055;                    North         East    Units  Estimated Accuracy
 CQ0055;SPC LA N     -   223,910.    1,024,060.      MT  (+/- 180 meters Scaled)
 CQ0055
 CQ0055                          SUPERSEDED SURVEY CONTROL
 CQ0055
 CQ0055  NGVD 29 (??/??/??)   37.920  (m)          124.41   (f) ADJUSTED    1 1
 CQ0055
 CQ0055.Superseded values are not recommended for survey control.
 CQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0055.See file dsdata.txt to determine how the superseded data were derived.
 CQ0055
 CQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR710982(NAD 83)
 CQ0055_MARKER: DB = BENCH MARK DISK
 CQ0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ0055_SP_SET: HEADWALL
 CQ0055_STAMPING: V 255 1968
 CQ0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ0055
 CQ0055  HISTORY     - Date     Condition        Report By
 CQ0055  HISTORY     - 1968     MONUMENTED       CGS
 CQ0055  HISTORY     - 1969     GOOD             CGS
 CQ0055
 CQ0055                          STATION DESCRIPTION
 CQ0055
 CQ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0055'7.25 MI E FROM CALHOUN.
 CQ0055'ABOUT 7.25 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0055'CALHOUN, IN SECTION 27, T 18 N, R 2 E, 0.1 MILE EAST OF THE JUNCTION
 CQ0055'OF THE HIGHWAY AND STATE HIGHWAY 546, 25 1/2 FEET NORTH OF THE CENTER
 CQ0055'LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTH
 CQ0055'CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND
 CQ0055'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1006 ***********************************************************************
 CQ1006  DESIGNATION -  V 256
 CQ1006  PID         -  CQ1006
 CQ1006  STATE/COUNTY-  LA/LINCOLN
 CQ1006  USGS QUAD   -  SIMSBORO (1994)
 CQ1006
 CQ1006                         *CURRENT SURVEY CONTROL
 CQ1006  ___________________________________________________________________
 CQ1006* NAD 83(1986)-  32 31 59.     (N)    092 48 03.     (W)     SCALED    
 CQ1006* NAVD 88     -       106.057  (meters)     347.96   (feet)  ADJUSTED  
 CQ1006  ___________________________________________________________________
 CQ1006  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1006  DYNAMIC HT  -         105.938 (meters)     347.56  (feet)  COMP
 CQ1006  MODELED GRAV-     979,516.9   (mgal)                       NAVD 88
 CQ1006
 CQ1006  VERT ORDER  -  FIRST     CLASS I
 CQ1006
 CQ1006.The horizontal coordinates were scaled from a topographic map and have
 CQ1006.an estimated accuracy of +/- 6 seconds.
 CQ1006
 CQ1006.The orthometric height was determined by differential leveling
 CQ1006.and adjusted by the National Geodetic Survey in June 1991..
 CQ1006
 CQ1006.The geoid height was determined by GEOID03.
 CQ1006
 CQ1006.The dynamic height is computed by dividing the NAVD 88
 CQ1006.geopotential number by the normal gravity value computed on the
 CQ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1006.degrees latitude (g = 980.6199 gals.).
 CQ1006
 CQ1006.The modeled gravity was interpolated from observed gravity values.
 CQ1006
 CQ1006;                    North         East    Units  Estimated Accuracy
 CQ1006;SPC LA N     -   225,460.      971,740.      MT  (+/- 180 meters Scaled)
 CQ1006
 CQ1006                          SUPERSEDED SURVEY CONTROL
 CQ1006
 CQ1006  NGVD 29 (??/??/??)  106.129  (m)          348.19   (f) ADJUSTED    1 1
 CQ1006
 CQ1006.Superseded values are not recommended for survey control.
 CQ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1006.See file dsdata.txt to determine how the superseded data were derived.
 CQ1006
 CQ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR187995(NAD 83)
 CQ1006_MARKER: DB = BENCH MARK DISK
 CQ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1006_STAMPING: V 256 1968
 CQ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1006+STABILITY: SURFACE MOTION
 CQ1006
 CQ1006  HISTORY     - Date     Condition        Report By
 CQ1006  HISTORY     - 1968     MONUMENTED       CGS
 CQ1006  HISTORY     - 1969     GOOD             CGS
 CQ1006  HISTORY     - 1987     GOOD             USPSQD
 CQ1006
 CQ1006                          STATION DESCRIPTION
 CQ1006
 CQ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1006'0.8 MI W FROM SIMSBORO.
 CQ1006'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL AT
 CQ1006'SIMSBORO, IN SECTION 20, T 18 N, R 4 W, 90 FEET SOUTH OF THE CENTER
 CQ1006'LINE OF THE HIGHWAY, 90 1/2 FEET EAST OF THE NORTHEAST CORNER OF A
 CQ1006'HOUSE, 33 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1
 CQ1006'FOOT WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4
 CQ1006'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CQ1006'POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CQ1006
 CQ1006                          STATION RECOVERY (1987)
 CQ1006
 CQ1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1236 ***********************************************************************
 CQ1236  DESIGNATION -  V 257
 CQ1236  PID         -  CQ1236
 CQ1236  STATE/COUNTY-  LA/BOSSIER
 CQ1236  USGS QUAD   -  DOYLINE (1981)
 CQ1236
 CQ1236                         *CURRENT SURVEY CONTROL
 CQ1236  ___________________________________________________________________
 CQ1236* NAD 83(1986)-  32 32 06.     (N)    093 27 51.     (W)     SCALED    
 CQ1236* NAVD 88     -        57.979  (meters)     190.22   (feet)  ADJUSTED  
 CQ1236  ___________________________________________________________________
 CQ1236  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ1236  DYNAMIC HT  -          57.914 (meters)     190.01  (feet)  COMP
 CQ1236  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 CQ1236
 CQ1236  VERT ORDER  -  FIRST     CLASS I
 CQ1236
 CQ1236.The horizontal coordinates were scaled from a topographic map and have
 CQ1236.an estimated accuracy of +/- 6 seconds.
 CQ1236
 CQ1236.The orthometric height was determined by differential leveling
 CQ1236.and adjusted by the National Geodetic Survey in June 1991..
 CQ1236
 CQ1236.The geoid height was determined by GEOID03.
 CQ1236
 CQ1236.The dynamic height is computed by dividing the NAVD 88
 CQ1236.geopotential number by the normal gravity value computed on the
 CQ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1236.degrees latitude (g = 980.6199 gals.).
 CQ1236
 CQ1236.The modeled gravity was interpolated from observed gravity values.
 CQ1236
 CQ1236;                    North         East    Units  Estimated Accuracy
 CQ1236;SPC LA N     -   226,040.      909,430.      MT  (+/- 180 meters Scaled)
 CQ1236
 CQ1236                          SUPERSEDED SURVEY CONTROL
 CQ1236
 CQ1236  NGVD 29 (??/??/??)   58.055  (m)          190.47   (f) ADJUSTED    1 1
 CQ1236
 CQ1236.Superseded values are not recommended for survey control.
 CQ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1236.See file dsdata.txt to determine how the superseded data were derived.
 CQ1236
 CQ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR564998(NAD 83)
 CQ1236_MARKER: DB = BENCH MARK DISK
 CQ1236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1236_SP_SET: ABUTMENT
 CQ1236_STAMPING: V 257 1969
 CQ1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1236+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 CQ1236
 CQ1236  HISTORY     - Date     Condition        Report By
 CQ1236  HISTORY     - 1969     MONUMENTED       CGS
 CQ1236  HISTORY     - 20021107 GOOD             USPSQD
 CQ1236
 CQ1236                          STATION DESCRIPTION
 CQ1236
 CQ1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1236'2.2 MI E FROM HAUGHTON.
 CQ1236'ABOUT 2.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1236'POST OFFICE AT HAUGHTON, OR ABOUT 3.45 MILES WEST ALONG THE ILLINOIS
 CQ1236'CENTRAL RAILROAD FROM THE HIGH SCHOOL AT DOYLINE, IN SECTION 23, T 18
 CQ1236'N, R 11 W, 0.5 MILE EAST OF MILEPOST 152, 120 FEET NORTH OF THE NORTH
 CQ1236'RAIL, 0.2 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 164 AND 614, 21
 CQ1236'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 164, SET IN THE TOP OF
 CQ1236'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE HIGHWAY
 CQ1236'BRIDGE OVER CLARKES BAYOU WHICH IS THE MIDDLE ONE OF THREE BRIDGES,
 CQ1236'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 3 FEET BELOW THE
 CQ1236'LEVEL OF THE HIGHWAY.
 CQ1236
 CQ1236                          STATION RECOVERY (2002)
 CQ1236
 CQ1236'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1287 ***********************************************************************
 CQ1287  DESIGNATION -  V 258
 CQ1287  PID         -  CQ1287
 CQ1287  STATE/COUNTY-  LA/BIENVILLE
 CQ1287  USGS QUAD   -  GIBSLAND (1986)
 CQ1287
 CQ1287                         *CURRENT SURVEY CONTROL
 CQ1287  ___________________________________________________________________
 CQ1287* NAD 83(1986)-  32 32 48.     (N)    093 04 35.     (W)     SCALED    
 CQ1287* NAVD 88     -        69.341  (meters)     227.50   (feet)  ADJUSTED  
 CQ1287  ___________________________________________________________________
 CQ1287  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1287  DYNAMIC HT  -          69.263 (meters)     227.24  (feet)  COMP
 CQ1287  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 CQ1287
 CQ1287  VERT ORDER  -  FIRST     CLASS I
 CQ1287
 CQ1287.The horizontal coordinates were scaled from a topographic map and have
 CQ1287.an estimated accuracy of +/- 6 seconds.
 CQ1287
 CQ1287.The orthometric height was determined by differential leveling
 CQ1287.and adjusted by the National Geodetic Survey in June 1991..
 CQ1287
 CQ1287.The geoid height was determined by GEOID03.
 CQ1287
 CQ1287.The dynamic height is computed by dividing the NAVD 88
 CQ1287.geopotential number by the normal gravity value computed on the
 CQ1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1287.degrees latitude (g = 980.6199 gals.).
 CQ1287
 CQ1287.The modeled gravity was interpolated from observed gravity values.
 CQ1287
 CQ1287;                    North         East    Units  Estimated Accuracy
 CQ1287;SPC LA N     -   227,070.      945,860.      MT  (+/- 180 meters Scaled)
 CQ1287
 CQ1287                          SUPERSEDED SURVEY CONTROL
 CQ1287
 CQ1287  NGVD 29 (??/??/??)   69.418  (m)          227.75   (f) ADJUSTED    1 1
 CQ1287
 CQ1287.Superseded values are not recommended for survey control.
 CQ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1287.See file dsdata.txt to determine how the superseded data were derived.
 CQ1287
 CQ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS928010(NAD 83)
 CQ1287_MARKER: DB = BENCH MARK DISK
 CQ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1287_STAMPING: V 258 1969
 CQ1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1287+STABILITY: SURFACE MOTION
 CQ1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1287+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 CQ1287
 CQ1287  HISTORY     - Date     Condition        Report By
 CQ1287  HISTORY     - 1969     MONUMENTED       CGS
 CQ1287  HISTORY     - 20060726 GOOD             NGS
 CQ1287
 CQ1287                          STATION DESCRIPTION
 CQ1287
 CQ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1287'1.4 MI W FROM GIBSLAND.
 CQ1287'ABOUT 1.4 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1287'STATION AT GIBSLAND, IN SECTION 15, T 18 N, R 7 W, 0.4 MILE EAST OF
 CQ1287'MILEPOST 129, 160 FEET SOUTH OF THE SOUTH RAIL, 54 1/2 FEET SOUTH OF
 CQ1287'THE CENTER LINE OF U.S. HIGHWAY 80, 80 FEET WEST OF A POWER POLE, 72
 CQ1287'YARDS WEST OF THE CENTER LINE OF A PAVED ROAD WHICH LEADS SOUTH, 57
 CQ1287'1/2 FEET WEST OF UNDERGROUND TELEPHONE CABLE MARKER POST NUMBER 1638,
 CQ1287'22 FEET NORTH OF A 26-INCH HICKORY TREE, 1.5 FEET SOUTHWEST OF A METAL
 CQ1287'WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 12
 CQ1287'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CQ1287'POST WHICH PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1287
 CQ1287                          STATION RECOVERY (2006)
 CQ1287
 CQ1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DJR)
 CQ1287'MARK FOUND IN GOOD CONDITION, UPDATED TO REACH IS AS FOLLOWS.
 CQ1287' 
 CQ1287'TO REACH THE STATION FROM THE NORTH INTERSECTION OF HWY 80 WITH HWY
 CQ1287'154 IN GIBSLAND, GO WEST ON HWY 80 FOR 1.35 MILES TO THE STATION ON
 CQ1287'THE LEFT.
 CQ1287' 
 CQ1287'ADDITIONAL REFERNCES ARE 79.5 FT. WEST OF A WOOD POWER POLE (NO.214)
 CQ1287'AND 2 FT. NE OF A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1799 ***********************************************************************
 CQ1799  DESIGNATION -  V 259
 CQ1799  PID         -  CQ1799
 CQ1799  STATE/COUNTY-  LA/CADDO
 CQ1799  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1799
 CQ1799                         *CURRENT SURVEY CONTROL
 CQ1799  ___________________________________________________________________
 CQ1799* NAD 83(1986)-  32 25 14.     (N)    093 42 19.     (W)     SCALED    
 CQ1799* NAVD 88     -        49.393  (meters)     162.05   (feet)  ADJUSTED  
 CQ1799  ___________________________________________________________________
 CQ1799  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1799  DYNAMIC HT  -          49.338 (meters)     161.87  (feet)  COMP
 CQ1799  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 CQ1799
 CQ1799  VERT ORDER  -  FIRST     CLASS I
 CQ1799
 CQ1799.The horizontal coordinates were scaled from a topographic map and have
 CQ1799.an estimated accuracy of +/- 6 seconds.
 CQ1799
 CQ1799.The orthometric height was determined by differential leveling
 CQ1799.and adjusted by the National Geodetic Survey in February 1994..
 CQ1799
 CQ1799.The geoid height was determined by GEOID03.
 CQ1799
 CQ1799.The dynamic height is computed by dividing the NAVD 88
 CQ1799.geopotential number by the normal gravity value computed on the
 CQ1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1799.degrees latitude (g = 980.6199 gals.).
 CQ1799
 CQ1799.The modeled gravity was interpolated from observed gravity values.
 CQ1799
 CQ1799;                    North         East    Units  Estimated Accuracy
 CQ1799;SPC LA N     -   213,580.      886,640.      MT  (+/- 180 meters Scaled)
 CQ1799
 CQ1799                          SUPERSEDED SURVEY CONTROL
 CQ1799
 CQ1799  NAVD 88 (06/15/91)   49.396  (m)          162.06   (f) UNKNOWN     1 1
 CQ1799  NGVD 29 (??/??/??)   49.461  (m)          162.27   (f) ADJUSTED    1 1
 CQ1799
 CQ1799.Superseded values are not recommended for survey control.
 CQ1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1799.See file dsdata.txt to determine how the superseded data were derived.
 CQ1799
 CQ1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR336872(NAD 83)
 CQ1799_MARKER: DB = BENCH MARK DISK
 CQ1799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ1799_SP_SET: HEADWALL
 CQ1799_STAMPING: V 259 1969
 CQ1799_MARK LOGO: CGS   
 CQ1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1799+STABILITY: SURFACE MOTION
 CQ1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1799+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 CQ1799
 CQ1799  HISTORY     - Date     Condition        Report By
 CQ1799  HISTORY     - 1969     MONUMENTED       CGS
 CQ1799  HISTORY     - 1977     GOOD             NGS
 CQ1799  HISTORY     - 1981     GOOD             LOCSUR
 CQ1799  HISTORY     - 1985     GOOD             USPSQD
 CQ1799  HISTORY     - 19881201 GOOD             LADTD
 CQ1799  HISTORY     - 1989     GOOD             USPSQD
 CQ1799
 CQ1799                          STATION DESCRIPTION
 CQ1799
 CQ1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1799'2.7 MI SE FROM SHREVEPORT.
 CQ1799'ABOUT 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1799'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 37,
 CQ1799'T 17 N, R 13 W, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 CQ1799'LANE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST
 CQ1799'CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE NORTHEAST LANE
 CQ1799'OF THE HIGHWAY, 159 1/2 FEET SOUTHEAST OF THE CENTER LINE OF SCHAUB
 CQ1799'DRIVE, 80 FEET NORTHWEST OF THE CENTER LINE OF SOPHIA LANE, AND ABOUT
 CQ1799'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ1799
 CQ1799                          STATION RECOVERY (1977)
 CQ1799
 CQ1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1799'RECOVERED IN GOOD CONDITION.
 CQ1799
 CQ1799                          STATION RECOVERY (1981)
 CQ1799
 CQ1799'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CQ1799'RECOVERED IN GOOD CONDITION.
 CQ1799
 CQ1799                          STATION RECOVERY (1985)
 CQ1799
 CQ1799'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1799'SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2 MILES SOUTH OF
 CQ1799'IT'S POSITION WHEN DESCRIPTION WAS WRITTEN.
 CQ1799
 CQ1799                          STATION RECOVERY (1988)
 CQ1799
 CQ1799'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ1799'THE STATION IS LOCATED ON STATE HIGHWAY 1 ABOUT 2.9 KM (1.8 MI) SOUTH
 CQ1799'FROM THE JUNCTION OF STATE HIGHWAYS 511 AND 1 IN SOUTH SHREVEPORT.
 CQ1799'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ1799'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 511 AND 1 IN
 CQ1799'SOUTH SHREVEPORT, GO SOUTH FOR 2.9 KM (1.8 MI) ON HIGHWAY 1 TO THE
 CQ1799'STATION ON THE LEFT.
 CQ1799'STATION ON LEFT,  24.4 M (80.1 FT) NORTH OF THE CENTER OF SOPHIA LANE,
 CQ1799'7.3 M (24.0 FT) WEST FROM THE CENTER OF THE NORTH BOUND LANES OF
 CQ1799'HIGHWAY 1 AND 11.9 M (39.0 FT) SOUTH-SOUTHEAST FROM A METAL LIGHT
 CQ1799'STANDARD WITH TWO LIGHTS ATTACHED.  THE STATION IS 0.3 M (1.0 FT)
 CQ1799'BELOW THE LEVEL OF THE HIGHWAY.
 CQ1799
 CQ1799                          STATION RECOVERY (1989)
 CQ1799
 CQ1799'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1853 ***********************************************************************
 CQ1853  DESIGNATION -  V 260
 CQ1853  PID         -  CQ1853
 CQ1853  STATE/COUNTY-  LA/CADDO
 CQ1853  USGS QUAD   -  CLEAR LAKE (1992)
 CQ1853
 CQ1853                         *CURRENT SURVEY CONTROL
 CQ1853  ___________________________________________________________________
 CQ1853* NAD 83(1986)-  32 14 38.     (N)    093 30 09.     (W)     SCALED    
 CQ1853* NAVD 88     -        43.226  (meters)     141.82   (feet)  ADJUSTED  
 CQ1853  ___________________________________________________________________
 CQ1853  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1853  DYNAMIC HT  -          43.176 (meters)     141.65  (feet)  COMP
 CQ1853  MODELED GRAV-     979,490.9   (mgal)                       NAVD 88
 CQ1853
 CQ1853  VERT ORDER  -  FIRST     CLASS I
 CQ1853
 CQ1853.The horizontal coordinates were scaled from a topographic map and have
 CQ1853.an estimated accuracy of +/- 6 seconds.
 CQ1853
 CQ1853.The orthometric height was determined by differential leveling
 CQ1853.and adjusted by the National Geodetic Survey in February 1994..
 CQ1853
 CQ1853.The geoid height was determined by GEOID03.
 CQ1853
 CQ1853.The dynamic height is computed by dividing the NAVD 88
 CQ1853.geopotential number by the normal gravity value computed on the
 CQ1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1853.degrees latitude (g = 980.6199 gals.).
 CQ1853
 CQ1853.The modeled gravity was interpolated from observed gravity values.
 CQ1853
 CQ1853;                    North         East    Units  Estimated Accuracy
 CQ1853;SPC LA N     -   193,790.      905,530.      MT  (+/- 180 meters Scaled)
 CQ1853
 CQ1853                          SUPERSEDED SURVEY CONTROL
 CQ1853
 CQ1853  NAVD 88 (06/15/91)   43.225  (m)          141.81   (f) UNKNOWN     1 1
 CQ1853  NGVD 29 (??/??/??)   43.275  (m)          141.98   (f) ADJUSTED    1 1
 CQ1853
 CQ1853.Superseded values are not recommended for survey control.
 CQ1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1853.See file dsdata.txt to determine how the superseded data were derived.
 CQ1853
 CQ1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR526675(NAD 83)
 CQ1853_MARKER: DB = BENCH MARK DISK
 CQ1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1853_STAMPING: V 260 1969
 CQ1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1853+STABILITY: SURFACE MOTION
 CQ1853
 CQ1853  HISTORY     - Date     Condition        Report By
 CQ1853  HISTORY     - 1969     MONUMENTED       CGS
 CQ1853  HISTORY     - 1977     GOOD             NGS
 CQ1853  HISTORY     - 1985     GOOD             USPSQD
 CQ1853  HISTORY     - 19941023 GOOD             USPSQD
 CQ1853  HISTORY     - 19990515 GOOD             USPSQD
 CQ1853
 CQ1853                          STATION DESCRIPTION
 CQ1853
 CQ1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1853'19.65 MI SE FROM SHREVEPORT.
 CQ1853'ABOUT 19.65 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1853'STATION POST OFFICE AT SHREVEPORT, IN SECTION 33, T 15 N, R 11 W, 179
 CQ1853'1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF THE C.W. MARTIN STORE, 105
 CQ1853'FEET SOUTHWEST OF THE SOUTH CORNER OF A FRAME HOUSE, 88 FEET NORTHEAST
 CQ1853'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTHEAST OF A CORNER FENCE
 CQ1853'POST, 10 1/2 FEET SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER,
 CQ1853'2 FEET NORTHWEST OF THE FENCE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 CQ1853'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL
 CQ1853'WITH THE SURFACE OF THE GROUND.
 CQ1853
 CQ1853                          STATION RECOVERY (1977)
 CQ1853
 CQ1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1853'RECOVERED IN GOOD CONDITION.
 CQ1853
 CQ1853                          STATION RECOVERY (1985)
 CQ1853
 CQ1853'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1853'ABOUT 19.45 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1853'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1853'MILES SOUTH FROM ITS FORMER LOCATION.
 CQ1853
 CQ1853                          STATION RECOVERY (1994)
 CQ1853
 CQ1853'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1853'RECOVERED IN GOOD CONDITION.
 CQ1853
 CQ1853                          STATION RECOVERY (1999)
 CQ1853
 CQ1853'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1526 ***********************************************************************
 CQ1526  DESIGNATION -  V 261
 CQ1526  PID         -  CQ1526
 CQ1526  STATE/COUNTY-  LA/RED RIVER
 CQ1526  USGS QUAD   -  HARMON (1980)
 CQ1526
 CQ1526                         *CURRENT SURVEY CONTROL
 CQ1526  ___________________________________________________________________
 CQ1526* NAD 83(1986)-  32 00 13.     (N)    093 22 53.     (W)     SCALED    
 CQ1526* NAVD 88     -        39.835  (meters)     130.69   (feet)  ADJUSTED  
 CQ1526  ___________________________________________________________________
 CQ1526  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1526  DYNAMIC HT  -          39.788 (meters)     130.54  (feet)  COMP
 CQ1526  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CQ1526
 CQ1526  VERT ORDER  -  FIRST     CLASS I
 CQ1526
 CQ1526.The horizontal coordinates were scaled from a topographic map and have
 CQ1526.an estimated accuracy of +/- 6 seconds.
 CQ1526
 CQ1526.The orthometric height was determined by differential leveling
 CQ1526.and adjusted by the National Geodetic Survey in February 1994..
 CQ1526
 CQ1526.The geoid height was determined by GEOID03.
 CQ1526
 CQ1526.The dynamic height is computed by dividing the NAVD 88
 CQ1526.geopotential number by the normal gravity value computed on the
 CQ1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1526.degrees latitude (g = 980.6199 gals.).
 CQ1526
 CQ1526.The modeled gravity was interpolated from observed gravity values.
 CQ1526
 CQ1526;                    North         East    Units  Estimated Accuracy
 CQ1526;SPC LA N     -   167,050.      916,730.      MT  (+/- 180 meters Scaled)
 CQ1526
 CQ1526                          SUPERSEDED SURVEY CONTROL
 CQ1526
 CQ1526  NAVD 88 (06/15/91)   39.834  (m)          130.69   (f) UNKNOWN     1 1
 CQ1526  NGVD 29 (??/??/??)   39.892  (m)          130.88   (f) ADJUSTED    1 1
 CQ1526
 CQ1526.Superseded values are not recommended for survey control.
 CQ1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1526.See file dsdata.txt to determine how the superseded data were derived.
 CQ1526
 CQ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR639408(NAD 83)
 CQ1526_MARKER: DB = BENCH MARK DISK
 CQ1526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1526_SP_SET: CULVERT
 CQ1526_STAMPING: V 261 1969
 CQ1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1526
 CQ1526  HISTORY     - Date     Condition        Report By
 CQ1526  HISTORY     - 1969     MONUMENTED       CGS
 CQ1526  HISTORY     - 1977     GOOD             NGS
 CQ1526  HISTORY     - 1987     GOOD             USPSQD
 CQ1526  HISTORY     - 19970621 GOOD             USPSQD
 CQ1526
 CQ1526                          STATION DESCRIPTION
 CQ1526
 CQ1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1526'2.55 MI W FROM COUSHATTA.
 CQ1526'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1526'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 0.05 MILE SOUTHEAST
 CQ1526'ALONG STATE HIGHWAY 1, IN SECTION 27, T 12 N, R 10 W, 32 1/2 FEET
 CQ1526'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 CQ1526'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A TWO-CHANNEL
 CQ1526'CONCRETE BOX CULVERT, 158 FEET EAST OF THE EAST CORNER OF A SERVICE
 CQ1526'STATION AND CLOTHING STORE, 98 FEET NORTHWEST OF THE CENTER LINE OF A
 CQ1526'PRIVATE DRIVEWAY WHICH LEADS TO A BRICK HOUSE, AND ABOUT 1/2 FOOT
 CQ1526'BELOW THE LEVEL OF THE HIGHWAY.
 CQ1526
 CQ1526                          STATION RECOVERY (1977)
 CQ1526
 CQ1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1526'RECOVERED IN GOOD CONDITION.
 CQ1526
 CQ1526                          STATION RECOVERY (1987)
 CQ1526
 CQ1526'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1526'RECOVERED IN GOOD CONDITION.
 CQ1526
 CQ1526                          STATION RECOVERY (1997)
 CQ1526
 CQ1526'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1117 ***********************************************************************
 BX1117  DESIGNATION -  V 262
 BX1117  PID         -  BX1117
 BX1117  STATE/COUNTY-  LA/RAPIDES
 BX1117  USGS QUAD   -  WOODWORTH WEST (1993)
 BX1117
 BX1117                         *CURRENT SURVEY CONTROL
 BX1117  ___________________________________________________________________
 BX1117* NAD 83(1986)-  31 07 49.     (N)    092 30 00.     (W)     SCALED    
 BX1117* NAVD 88     -        42.740  (meters)     140.22   (feet)  ADJUSTED  
 BX1117  ___________________________________________________________________
 BX1117  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BX1117  DYNAMIC HT  -          42.687 (meters)     140.05  (feet)  COMP
 BX1117  MODELED GRAV-     979,392.5   (mgal)                       NAVD 88
 BX1117
 BX1117  VERT ORDER  -  FIRST     CLASS I
 BX1117
 BX1117.The horizontal coordinates were scaled from a topographic map and have
 BX1117.an estimated accuracy of +/- 6 seconds.
 BX1117
 BX1117.The orthometric height was determined by differential leveling
 BX1117.and adjusted by the National Geodetic Survey in February 1994..
 BX1117
 BX1117.The geoid height was determined by GEOID03.
 BX1117
 BX1117.The dynamic height is computed by dividing the NAVD 88
 BX1117.geopotential number by the normal gravity value computed on the
 BX1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1117.degrees latitude (g = 980.6199 gals.).
 BX1117
 BX1117.The modeled gravity was interpolated from observed gravity values.
 BX1117
 BX1117;                    North         East    Units  Estimated Accuracy
 BX1117;SPC LA N     -    69,880.    1,000,000.      MT  (+/- 180 meters Scaled)
 BX1117
 BX1117                          SUPERSEDED SURVEY CONTROL
 BX1117
 BX1117  NAVD 88 (06/15/91)   42.737  (m)          140.21   (f) UNKNOWN     1 1
 BX1117  NGVD 29 (??/??/??)   42.724  (m)          140.17   (f) ADJUSTED    1 1
 BX1117
 BX1117.Superseded values are not recommended for survey control.
 BX1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1117.See file dsdata.txt to determine how the superseded data were derived.
 BX1117
 BX1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ476441(NAD 83)
 BX1117_MARKER: DB = BENCH MARK DISK
 BX1117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1117_SP_SET: 94.5 FT
 BX1117_STAMPING: V 262 1969
 BX1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1117
 BX1117  HISTORY     - Date     Condition        Report By
 BX1117  HISTORY     - 1969     MONUMENTED       CGS
 BX1117  HISTORY     - 1970     GOOD             NGS
 BX1117  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1117
 BX1117                          STATION DESCRIPTION
 BX1117
 BX1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1117'1.25 MI S FROM WOODWORTH.
 BX1117'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX1117'WOODWORTH, THENCE 1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD,
 BX1117'IN SECTION 20, T 2 N, R 1 W, 0.1 MILE SOUTH OF THE WOODWORTH AIRPORT,
 BX1117'43 FEET EAST OF THE EAST RAIL, 55 1/2 FEET EAST AND ACROSS THE TRACK
 BX1117'FROM SEMAPHORE SIGNAL NUMBER 611-9, 80 FEET SOUTHWEST OF THE NORTH
 BX1117'RUNWAY MARKER ON THE WEST SIDE OF THE RUNWAY, 2 FEET EAST OF A FENCE,
 BX1117'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 BX1117'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BX1117'DEPTH OF 94 1/2 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH
 BX1117'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1117
 BX1117                          STATION RECOVERY (1999)
 BX1117
 BX1117'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1338 ***********************************************************************
 BX1338  DESIGNATION -  V 263
 BX1338  PID         -  BX1338
 BX1338  STATE/COUNTY-  LA/GRANT
 BX1338  USGS QUAD   -  MONTGOMERY (1993)
 BX1338
 BX1338                         *CURRENT SURVEY CONTROL
 BX1338  ___________________________________________________________________
 BX1338* NAD 83(1986)-  31 41 57.     (N)    092 54 17.     (W)     SCALED    
 BX1338* NAVD 88     -        45.54   (+/-2cm)     149.4    (feet)  VERTCON   
 BX1338  ___________________________________________________________________
 BX1338  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1338
 BX1338  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1338
 BX1338.The horizontal coordinates were scaled from a topographic map and have
 BX1338.an estimated accuracy of +/- 6 seconds.
 BX1338
 BX1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1338.The vertical order pertains to the NGVD 29 superseded value.
 BX1338
 BX1338.The geoid height was determined by GEOID03.
 BX1338
 BX1338;                    North         East    Units  Estimated Accuracy
 BX1338;SPC LA N     -   133,030.      961,640.      MT  (+/- 180 meters Scaled)
 BX1338
 BX1338                          SUPERSEDED SURVEY CONTROL
 BX1338
 BX1338  NGVD 29 (??/??/??)   45.565  (m)          149.49   (f) ADJUSTED    1 1
 BX1338
 BX1338.Superseded values are not recommended for survey control.
 BX1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1338.See file dsdata.txt to determine how the superseded data were derived.
 BX1338
 BX1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR090070(NAD 83)
 BX1338_MARKER: DB = BENCH MARK DISK
 BX1338_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1338_SP_SET: 80 FT.
 BX1338_STAMPING: V 263 1969
 BX1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1338
 BX1338  HISTORY     - Date     Condition        Report By
 BX1338  HISTORY     - 1969     MONUMENTED       CGS
 BX1338  HISTORY     - 1987     GOOD             USPSQD
 BX1338  HISTORY     - 20060610 GOOD             USPSQD
 BX1338
 BX1338                          STATION DESCRIPTION
 BX1338
 BX1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1338'2.4 MI NW FROM MONTGOMERY.
 BX1338'ABOUT 2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 71 FROM THE INTERSECTION
 BX1338'OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY, IN SECTION 5,
 BX1338'T 8 N, R 5 W, 60 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18
 BX1338'FEET NORTHWEST OF THE CENTER OF A STEEL FRAME GATE TO A FIELD, 13.3
 BX1338'FEET EAST OF A GAS VALVE, 37 FEET NORTH OF A POWER POLE, 1 FOOT SOUTH
 BX1338'WEST OF A FENCE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 BX1338'LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BX1338'THAT IS DRIVEN TO A DEPTH OF 80 FEET AND IS ENCASED IN A 6-INCH IRON
 BX1338'PIPE WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 BX1338
 BX1338                          STATION RECOVERY (1987)
 BX1338
 BX1338'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1338'RECOVERED IN GOOD CONDITION.
 BX1338
 BX1338                          STATION RECOVERY (2006)
 BX1338
 BX1338'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 BX1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1850 ***********************************************************************
 BX1850  DESIGNATION -  V 264
 BX1850  PID         -  BX1850
 BX1850  STATE/COUNTY-  LA/NATCHITOCHES
 BX1850  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1850
 BX1850                         *CURRENT SURVEY CONTROL
 BX1850  ___________________________________________________________________
 BX1850* NAD 83(1986)-  31 48 02.     (N)    093 00 48.     (W)     SCALED    
 BX1850* NAVD 88     -        34.83   (+/-2cm)     114.3    (feet)  VERTCON   
 BX1850  ___________________________________________________________________
 BX1850  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX1850
 BX1850  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1850
 BX1850.The horizontal coordinates were scaled from a topographic map and have
 BX1850.an estimated accuracy of +/- 6 seconds.
 BX1850
 BX1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1850.The vertical order pertains to the NGVD 29 superseded value.
 BX1850
 BX1850.The geoid height was determined by GEOID03.
 BX1850
 BX1850;                    North         East    Units  Estimated Accuracy
 BX1850;SPC LA N     -   144,310.      951,390.      MT  (+/- 180 meters Scaled)
 BX1850
 BX1850                          SUPERSEDED SURVEY CONTROL
 BX1850
 BX1850  NGVD 29 (??/??/??)   34.867  (m)          114.39   (f) ADJUSTED    1 1
 BX1850
 BX1850.Superseded values are not recommended for survey control.
 BX1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1850.See file dsdata.txt to determine how the superseded data were derived.
 BX1850
 BX1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR987183(NAD 83)
 BX1850_MARKER: DB = BENCH MARK DISK
 BX1850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1850_SP_SET: CULVERT
 BX1850_STAMPING: V 264 1969
 BX1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1850+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 BX1850
 BX1850  HISTORY     - Date     Condition        Report By
 BX1850  HISTORY     - 1969     MONUMENTED       CGS
 BX1850  HISTORY     - 1987     GOOD             USPSQD
 BX1850  HISTORY     - 19950506 GOOD             USPSQD
 BX1850  HISTORY     - 20010922 GOOD             USPSQD
 BX1850  HISTORY     - 20060610 GOOD             USPSQD
 BX1850
 BX1850                          STATION DESCRIPTION
 BX1850
 BX1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1850'1.75 MI SE FROM CLARENCE.
 BX1850'ABOUT 1.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 BX1850'U. S. HIGHWAYS 71 AND 84 AT CLARENCE, IN SECTION 31, T 10 N, R 6 W, 72
 BX1850'YARDS NORTHWEST OF THE CENTER OF THE INTERSECTION OF U. S. HIGHWAY 71
 BX1850'AND STATE HIGHWAY 1226 AT IRMA, 24 FEET SOUTHWEST OF THE CENTER LINE
 BX1850'OF THE U. S. HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BX1850'SOUTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT THAT IS DATED 1956
 BX1850'AND IS UNDER THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 BX1850
 BX1850                          STATION RECOVERY (1987)
 BX1850
 BX1850'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1850'RECOVERED IN GOOD CONDITION.
 BX1850
 BX1850                          STATION RECOVERY (1995)
 BX1850
 BX1850'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1850'RECOVERED IN GOOD CONDITION.
 BX1850
 BX1850                          STATION RECOVERY (2001)
 BX1850
 BX1850'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1850'RECOVERED IN GOOD CONDITION.
 BX1850
 BX1850                          STATION RECOVERY (2006)
 BX1850
 BX1850'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1093 ***********************************************************************
 BK1093  DESIGNATION -  V 265
 BK1093  PID         -  BK1093
 BK1093  STATE/COUNTY-  LA/ALLEN
 BK1093  USGS QUAD   -  GUY (1993)
 BK1093
 BK1093                         *CURRENT SURVEY CONTROL
 BK1093  ___________________________________________________________________
 BK1093* NAD 83(1986)-  30 38 38.     (N)    092 45 00.     (W)     SCALED    
 BK1093* NAVD 88     -        22.854  (meters)      74.98   (feet)  ADJUSTED  
 BK1093  ___________________________________________________________________
 BK1093  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK1093  DYNAMIC HT  -          22.825 (meters)      74.89  (feet)  COMP
 BK1093  MODELED GRAV-     979,356.5   (mgal)                       NAVD 88
 BK1093
 BK1093  VERT ORDER  -  FIRST     CLASS I
 BK1093
 BK1093.The horizontal coordinates were scaled from a topographic map and have
 BK1093.an estimated accuracy of +/- 6 seconds.
 BK1093
 BK1093.The orthometric height was determined by differential leveling
 BK1093.and adjusted by the National Geodetic Survey in February 1994..
 BK1093
 BK1093.The geoid height was determined by GEOID03.
 BK1093
 BK1093.The dynamic height is computed by dividing the NAVD 88
 BK1093.geopotential number by the normal gravity value computed on the
 BK1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1093.degrees latitude (g = 980.6199 gals.).
 BK1093
 BK1093.The modeled gravity was interpolated from observed gravity values.
 BK1093
 BK1093;                    North         East    Units  Estimated Accuracy
 BK1093;SPC LA S     -   238,480.      864,210.      MT  (+/- 180 meters Scaled)
 BK1093
 BK1093                          SUPERSEDED SURVEY CONTROL
 BK1093
 BK1093  NAVD 88 (06/15/91)   22.843  (m)           74.94   (f) UNKNOWN     1 1
 BK1093  NGVD 29 (??/??/??)   22.826  (m)           74.89   (f) ADJUSTED    1 1
 BK1093
 BK1093.Superseded values are not recommended for survey control.
 BK1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1093.See file dsdata.txt to determine how the superseded data were derived.
 BK1093
 BK1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP239901(NAD 83)
 BK1093_MARKER: DB = BENCH MARK DISK
 BK1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1093_STAMPING: V 265 1969
 BK1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1093+STABILITY: SURFACE MOTION
 BK1093
 BK1093  HISTORY     - Date     Condition        Report By
 BK1093  HISTORY     - 1969     MONUMENTED       CGS
 BK1093
 BK1093                          STATION DESCRIPTION
 BK1093
 BK1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BK1093'1.8 MI NE FROM OBERLIN.
 BK1093'ABOUT 1.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1093'STATION AT OBERLIN, 0.3 MILE NORTHEAST OF MILEPOST 649, 74 1/2 FEET
 BK1093'SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 45
 BK1093'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 179 FEET NORTHEAST OF A POWER
 BK1093'POLE WHERE THE POWER LINE CROSSES OVER THE TRACK AND U.S. HIGHWAY 165,
 BK1093'147 1/2 FEET SOUTHWEST OF A 14-INCH CEDAR TREE WHICH IS LOCATED NEAR
 BK1093'THE SOUTHWEST CORNER OF A FRAME HOUSE, 1 1/2 FEET NORTHWEST OF A
 BK1093'FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 BK1093'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BK1093'WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2202 ***********************************************************************
 BX2202  DESIGNATION -  V 27
 BX2202  PID         -  BX2202
 BX2202  STATE/COUNTY-  LA/SABINE
 BX2202  USGS QUAD   -  CONVERSE (1994)
 BX2202
 BX2202                         *CURRENT SURVEY CONTROL
 BX2202  ___________________________________________________________________
 BX2202* NAD 83(1986)-  31 46 05.     (N)    093 41 46.     (W)     SCALED    
 BX2202* NAVD 88     -        62.63   (+/-2cm)     205.5    (feet)  VERTCON   
 BX2202  ___________________________________________________________________
 BX2202  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BX2202
 BX2202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2202
 BX2202.The horizontal coordinates were scaled from a topographic map and have
 BX2202.an estimated accuracy of +/- 6 seconds.
 BX2202
 BX2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2202.The vertical order pertains to the NGVD 29 superseded value.
 BX2202
 BX2202.The geoid height was determined by GEOID03.
 BX2202
 BX2202;                    North         East    Units  Estimated Accuracy
 BX2202;SPC LA N     -   141,220.      886,700.      MT  (+/- 180 meters Scaled)
 BX2202
 BX2202                          SUPERSEDED SURVEY CONTROL
 BX2202
 BX2202  NGVD 29 (??/??/??)   62.716  (m)          205.76   (f) ADJUSTED    2 0
 BX2202
 BX2202.Superseded values are not recommended for survey control.
 BX2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2202.See file dsdata.txt to determine how the superseded data were derived.
 BX2202
 BX2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR340149(NAD 83)
 BX2202_MARKER: DB = BENCH MARK DISK
 BX2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2202_STAMPING: V 27 1935
 BX2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2202+STABILITY: SURFACE MOTION
 BX2202
 BX2202  HISTORY     - Date     Condition        Report By
 BX2202  HISTORY     - 1935     MONUMENTED       CGS
 BX2202  HISTORY     - 1962     GOOD             CGS
 BX2202
 BX2202                          STATION DESCRIPTION
 BX2202
 BX2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX2202'1.0 MI S FROM CONVERSE.
 BX2202'1.0 MILE SOUTH ALONG THE KANSAS CITY RAILWAY FROM CONVERSE, SABINE
 BX2202'PARISH, 180 FEET SOUTH OF MILEPOST 611, 42 FEET WEST OF THE CENTERLINE
 BX2202'OF THE TRACK, AND 8 FEET WEST OF A ROW OF POLES.  A STANDARD DISK,
 BX2202'STAMPED V 27 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2185 ***********************************************************************
 CQ2185  DESIGNATION -  V 270
 CQ2185  PID         -  CQ2185
 CQ2185  STATE/COUNTY-  LA/CADDO
 CQ2185  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2185
 CQ2185                         *CURRENT SURVEY CONTROL
 CQ2185  ___________________________________________________________________
 CQ2185* NAD 83(1986)-  32 30 56.     (N)    093 44 37.     (W)     SCALED    
 CQ2185* NAVD 88     -        52.463  (meters)     172.12   (feet)  ADJUSTED  
 CQ2185  ___________________________________________________________________
 CQ2185  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2185  DYNAMIC HT  -          52.404 (meters)     171.93  (feet)  COMP
 CQ2185  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CQ2185  OBS GRAVITY -     979,514.2   (mgal)                       GRAV_OBS
 CQ2185
 CQ2185  VERT ORDER  -  FIRST     CLASS II
 CQ2185
 CQ2185.The horizontal coordinates were scaled from a topographic map and have
 CQ2185.an estimated accuracy of +/- 6 seconds.
 CQ2185
 CQ2185.The orthometric height was determined by differential leveling
 CQ2185.and adjusted by the National Geodetic Survey in June 1991..
 CQ2185
 CQ2185.The geoid height was determined by GEOID03.
 CQ2185
 CQ2185.The dynamic height is computed by dividing the NAVD 88
 CQ2185.geopotential number by the normal gravity value computed on the
 CQ2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2185.degrees latitude (g = 980.6199 gals.).
 CQ2185
 CQ2185.The modeled gravity was interpolated from observed gravity values.
 CQ2185.The observed gravity was obtained from relative gravimeter ties
 CQ2185.to the IGSN71 gravity network.
 CQ2185
 CQ2185;                    North         East    Units  Estimated Accuracy
 CQ2185;SPC LA N     -   224,150.      883,160.      MT  (+/- 180 meters Scaled)
 CQ2185
 CQ2185                          SUPERSEDED SURVEY CONTROL
 CQ2185
 CQ2185  NGVD 29 (??/??/??)   52.532  (m)          172.35   (f) ADJUSTED    1 2
 CQ2185
 CQ2185.Superseded values are not recommended for survey control.
 CQ2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2185.See file dsdata.txt to determine how the superseded data were derived.
 CQ2185
 CQ2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR301978(NAD 83)
 CQ2185_MARKER: I = METAL ROD
 CQ2185_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2185_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CQ2185_STAMPING: V 270 1979
 CQ2185_PROJECTION: FLUSH
 CQ2185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2185+STABILITY: POSITION/ELEVATION WELL
 CQ2185_ROD/PIPE-DEPTH: 16.8 meters
 CQ2185_SLEEVE-DEPTH  : 7.32 meters
 CQ2185
 CQ2185  HISTORY     - Date     Condition        Report By
 CQ2185  HISTORY     - 1979     MONUMENTED       NGS
 CQ2185  HISTORY     - 19950429 GOOD             USPSQD
 CQ2185  HISTORY     - 19990206 GOOD             USPSQD
 CQ2185
 CQ2185                          STATION DESCRIPTION
 CQ2185
 CQ2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2185'IN SHREVEPORT.
 CQ2185'IN SHREVEPORT, AT THE CITY CONVENTION HALL AND CIVIC THEATER ON CLYDE
 CQ2185'FANT MEMORIAL PARKWAY, BETWEEN EAST CROCKETT STREET AND EAST MILAM
 CQ2185'STREET, AT THE HENRY SHREVE MONUMENT, 61.5 FT. NORTHEAST OF THE CENTER
 CQ2185'DOOR OF THE CIVIC THEATER, 156 FT. NORTHWEST OF A FLAGPOLE, 27.0 FT.
 CQ2185'SOUTHWEST OF THE SOUTHWEST CURB OF THE PARKWAY, 5.0 FT. SOUTHEAST
 CQ2185'OF THE SOUTHEAST FACE OF THE MONUMENT.  DATUM POINT IS 4 INCHES BELOW
 CQ2185'GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 CQ2185'THE MARK IS 1 FT ABOVE PARKWAY.
 CQ2185
 CQ2185                          STATION RECOVERY (1995)
 CQ2185
 CQ2185'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2185'RECOVERED IN GOOD CONDITION.
 CQ2185
 CQ2185                          STATION RECOVERY (1999)
 CQ2185
 CQ2185'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0193 ***********************************************************************
 AU0193  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0193  DESIGNATION -  V 275
 AU0193  PID         -  AU0193
 AU0193  STATE/COUNTY-  LA/ST MARY
 AU0193  USGS QUAD   -  PATTERSON (1994)
 AU0193
 AU0193                         *CURRENT SURVEY CONTROL
 AU0193  ___________________________________________________________________
 AU0193* NAD 83(1992)-  29 42 52.48273(N)    091 18 02.84424(W)     ADJUSTED  
 AU0193* NAVD 88     -         2.00 **(meters)       6.6  **(feet)  GPS OBS(2004.65)
 AU0193  **This station is located in a subsidence area (see below).
 AU0193  ___________________________________________________________________
 AU0193  EPOCH DATE  -        2004.65
 AU0193  X           -    -125,854.717 (meters)                     COMP
 AU0193  Y           -  -5,542,558.615 (meters)                     COMP
 AU0193  Z           -   3,142,922.587 (meters)                     COMP
 AU0193  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU0193  ELLIP HEIGHT-         -23.60  (meters)          (06/22/05) GPS OBS
 AU0193  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU0193  DYNAMIC HT  -           2.00  (meters)       6.6   (feet)  COMP
 AU0193  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 AU0193
 AU0193  HORZ ORDER  -  B
 AU0193  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU0193  ELLP ORDER  -  FOURTH    CLASS I
 AU0193
 AU0193.The horizontal coordinates were established by GPS observations
 AU0193.and adjusted by the National Geodetic Survey in June 2005..
 AU0193.The horizontal coordinates are valid at the epoch date displayed above.
 AU0193.The epoch date for horizontal control is a decimal equivalence
 AU0193.of Year/Month/Day.
 AU0193
 AU0193 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0193 ** and geoid heights are valid at the date of observation. These heights
 AU0193 ** must always be validated when used as control.
 AU0193 ** The orthometric height was determined by GPS observations using
 AU0193 ** precise GPS observation and processing techniques and a new
 AU0193 ** realization of GEOID03. It supersedes the leveled height previously
 AU0193 ** determined for this station.
 AU0193 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0193 ** epoch indicated which incorporates improved geoid heights for the
 AU0193 ** Southern Louisiana Subsidence area.
 AU0193 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0193.The orthometric height was determined by GPS observations and a
 AU0193.high-resolution geoid model using precise GPS observation and
 AU0193.processing techniques. It supersedes the leveled height previously
 AU0193.determined for this station.
 AU0193.WARNING-GPS observations at this control monument resulted in a GPS
 AU0193.derived orthometric height which differed from the leveled height by
 AU0193.more than one decimeter (0.1 meter).
 AU0193.The vertical order pertains to the first NAVD 88 superseded value.
 AU0193
 AU0193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0193
 AU0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0193
 AU0193.The ellipsoidal height was determined by GPS observations
 AU0193.and is referenced to NAD 83.
 AU0193
 AU0193.The geoid height was determined by GEOID03.
 AU0193
 AU0193.The dynamic height is computed by dividing the NAVD 88
 AU0193.geopotential number by the normal gravity value computed on the
 AU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0193.degrees latitude (g = 980.6199 gals.).
 AU0193
 AU0193.The modeled gravity was interpolated from observed gravity values.
 AU0193
 AU0193;                    North         East     Units Scale Factor Converg.
 AU0193;SPC LA S     -   134,630.097 1,003,148.730   MT  0.99993815   +0 00 58.6
 AU0193;SPC LA S     -   441,698.91  3,291,163.79   sFT  0.99993815   +0 00 58.6
 AU0193;UTM  15      - 3,288,367.351   664,364.154   MT  0.99993334   +0 50 32.8
 AU0193
 AU0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0193!SPC LA S     -   1.00000371  x   0.99993815  =   0.99994186
 AU0193!UTM  15      -   1.00000371  x   0.99993334  =   0.99993705
 AU0193
 AU0193                          SUPERSEDED SURVEY CONTROL
 AU0193
 AU0193  NAVD 88 (02/14/94)    2.247  (m)            7.37   (f) ADJUSTED    1 1
 AU0193  NAVD 88 (06/15/91)    2.312  (m)            7.59   (f) UNKNOWN     1 1
 AU0193  NGVD 29 (??/??/??)    2.354  (m)            7.72   (f) ADJUSTED    1 1
 AU0193
 AU0193.Superseded values are not recommended for survey control.
 AU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0193.See file dsdata.txt to determine how the superseded data were derived.
 AU0193
 AU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN6436488367(NAD 83)
 AU0193_MARKER: DB = BENCH MARK DISK
 AU0193_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AU0193+WITH SETTING: PAVEMENT
 AU0193_SP_SET: TOWER FOOTING
 AU0193_STAMPING: V 275 1969
 AU0193_MARK LOGO: CGS   
 AU0193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0193+STABILITY: SURFACE MOTION
 AU0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0193+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AU0193
 AU0193  HISTORY     - Date     Condition        Report By
 AU0193  HISTORY     - 1969     MONUMENTED       CGS
 AU0193  HISTORY     - 1976     GOOD             NGS
 AU0193  HISTORY     - 19930305 GOOD             NGS
 AU0193  HISTORY     - 20040426 GOOD             NGS
 AU0193  HISTORY     - 20051014 GOOD             NGS
 AU0193
 AU0193                          STATION DESCRIPTION
 AU0193
 AU0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0193'IN PATTERSON.
 AU0193'AT PATTERSON, ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 182 FROM
 AU0193'THE UNITED METHODIST CHURCH, THENCE 0.25 MILE NORTHEAST ALONG
 AU0193'RIVERVIEW DRIVE, AT THE SOUTHERN NATURAL GAS AND OFFICE COMPANY
 AU0193'BUILDING, SET ON THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE FOR
 AU0193'THE 300-FOOT HIGH RADIO TOWER, 143 FEET NORTHWEST OF THE CENTER LINE
 AU0193'OF RIVERVIEW DRIVE, 74 FEET SOUTHWEST OF THE CENTER LINE OF DRIVEWAY
 AU0193'TO OFFICE AND 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 AU0193
 AU0193                          STATION RECOVERY (1976)
 AU0193
 AU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0193'1.25 MILE NORTHWEST ALONG STATE HIGHWAY 182 FROM THE UNITED METHODIST
 AU0193'CHURCH, THENCE 0.25 MILE EAST ALONG RIVERVIEW DRIVE, 143 FT. NORTH
 AU0193'OF THE CENTER LINE OF THE DRIVE, 74 FT. WEST OF THE CENTER LINE OF
 AU0193'A DRIVEWAY LEADING NORTH TO THE SOUTHERN NATURAL GAS COMPANY OFFICE,
 AU0193'IN THE TOP OF THE WEST APEX OF A TRIANGULAR CONCRETE BASE OF A 300
 AU0193'FT.  HIGH STEEL RADIO TOWER.
 AU0193
 AU0193                          STATION RECOVERY (1993)
 AU0193
 AU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0193'0.4 KM (0.25 MI) NORTHEASTERLY ALONG CATHERINE STREET FROM THE POST
 AU0193'OFFICE IN PATTERSON, THENCE 1.9 KM (1.20 MI) WESTERLY ALONG STATE
 AU0193'HIGHWAY 182, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG RIVERVIEW
 AU0193'DRIVE, NEAR THE SOUTH CORNER OF A FOOTING FOR A FORMER RADIO TOWER,
 AU0193'43.6 M (143.0 FT) NORTHWEST OF THE CENTER OF THE DRIVE, 22.6 M (74.1
 AU0193'FT) WEST-SOUTHWEST OF THE CENTER OF THE ENTRANCE ROAD LEADING TO THE
 AU0193'SOUTHERN GAS COMPANY REPAIR YARD, 5.1 M (16.7 FT) SOUTHWEST OF THE
 AU0193'NORTHWEST CORNER OF A METAL BUILDING, 2.5 M (8.2 FT) NORTHEAST OF THE
 AU0193'NORTHWEST CORNER OF A BUILDING, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AU0193'DRIVE, AND 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 AU0193'FOUNDATION IS 25-FEET DEEP.
 AU0193
 AU0193                          STATION RECOVERY (2004)
 AU0193
 AU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU0193'THE STATION IS LOCATED ABOUT 1.0 MI NORTH OF PATTERSON ON PROPERTY
 AU0193'BELONGING TO BLAZEK  INDUSTRIES LTD.
 AU0193' 
 AU0193'TO REACH THE STATION FROM THE CITY HALL IN PATTERSON GO NORTHERLY FOR
 AU0193'1.0 MI ALONG MAIN STREET  TO RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT
 AU0193'AND GO NORTHEAST FOR  0.2 MI ALONG THE DRIVE TO OLIVE  LANE ON THE
 AU0193'LEFT, TURN LEFT AND GO NORTHWEST THEN SOUTHEAST FOR 0.1 MI ALONG OLIVE
 AU0193'LANE AND A  GRAVEL ENTRANCE ROAD LEADING TO BLAZEK INDUSTRIES
 AU0193'PROPERTY, TO THE STATION ON THE RIGHT SET  IN  TOP OF THE SOUTH END OF
 AU0193'A 2.6 M TRIANGULAR FOUNDATION FOR A RAZED TOWER.
 AU0193' 
 AU0193'THE STATION IS LOCATED 14.6 M NORTH OF THE NORTH CORNER OF A MOBILE
 AU0193'HOME, 4.5 M WEST OF THE  SOUTH CORNER OF A SMALL FIBERGLASS BUILDING,
 AU0193'AND 2.4 M NORTHWEST OF THE NORTHWEST CORNER OF A  3.7 M BY 7.4 M
 AU0193'CONCRETE SLAB.
 AU0193
 AU0193                          STATION RECOVERY (2005)
 AU0193
 AU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AU0193'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1990 ***********************************************************************
 BX1990  DESIGNATION -  V 28
 BX1990  PID         -  BX1990
 BX1990  STATE/COUNTY-  LA/VERNON
 BX1990  USGS QUAD   -  LEESVILLE (1994)
 BX1990
 BX1990                         *CURRENT SURVEY CONTROL
 BX1990  ___________________________________________________________________
 BX1990* NAD 83(1986)-  31 13 09.     (N)    093 19 31.     (W)     SCALED    
 BX1990* NAVD 88     -        82.256  (meters)     269.87   (feet)  ADJUSTED  
 BX1990  ___________________________________________________________________
 BX1990  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX1990  DYNAMIC HT  -          82.153 (meters)     269.53  (feet)  COMP
 BX1990  MODELED GRAV-     979,392.1   (mgal)                       NAVD 88
 BX1990
 BX1990  VERT ORDER  -  SECOND    CLASS 0
 BX1990
 BX1990.The horizontal coordinates were scaled from a topographic map and have
 BX1990.an estimated accuracy of +/- 6 seconds.
 BX1990
 BX1990.The orthometric height was determined by differential leveling
 BX1990.and adjusted by the National Geodetic Survey in February 1994..
 BX1990
 BX1990.The geoid height was determined by GEOID03.
 BX1990
 BX1990.The dynamic height is computed by dividing the NAVD 88
 BX1990.geopotential number by the normal gravity value computed on the
 BX1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1990.degrees latitude (g = 980.6199 gals.).
 BX1990
 BX1990.The modeled gravity was interpolated from observed gravity values.
 BX1990
 BX1990;                    North         East    Units  Estimated Accuracy
 BX1990;SPC LA N     -    80,040.      921,370.      MT  (+/- 180 meters Scaled)
 BX1990
 BX1990                          SUPERSEDED SURVEY CONTROL
 BX1990
 BX1990  NGVD 29 (??/??/??)   82.344  (m)          270.16   (f) ADJUSTED    2 0
 BX1990
 BX1990.Superseded values are not recommended for survey control.
 BX1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1990.See file dsdata.txt to determine how the superseded data were derived.
 BX1990
 BX1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ690539(NAD 83)
 BX1990_MARKER: DB = BENCH MARK DISK
 BX1990_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX1990_SP_SET: HEADWALL
 BX1990_STAMPING: V 28 1935
 BX1990_MARK LOGO: CGS   
 BX1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1990+STABILITY: SURFACE MOTION
 BX1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX1990+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 BX1990
 BX1990  HISTORY     - Date     Condition        Report By
 BX1990  HISTORY     - 1935     MONUMENTED       CGS
 BX1990  HISTORY     - 1954     GOOD             CGS
 BX1990  HISTORY     - 19890815 GOOD             LADTD
 BX1990  HISTORY     - 19940611 GOOD             USPSQD
 BX1990  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1990
 BX1990                          STATION DESCRIPTION
 BX1990
 BX1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BX1990'2.6 MI SE FROM ANACOCO.
 BX1990'2.6 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BX1990'ANACOCO, VERNON PARISH, 150 YARDS SOUTHEAST OF MILEPOST 661, IN THE
 BX1990'TOP OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT, 14 FEET
 BX1990'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 6 FEET LOWER THAN THE
 BX1990'TRACK.  A STANDARD DISK, STAMPED V 28 1935.
 BX1990
 BX1990                          STATION RECOVERY (1989)
 BX1990
 BX1990'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BX1990'THE STATION IS LOCATED ABOUT 43.6 KM (27.1 MI) SOUTH OF MANY AND 8.8
 BX1990'KM (5.5 MI) NORTH OF LEESVILLE.  OWNERSHIP--KANSAS CITY SOUTHERN
 BX1990'RAILROAD.
 BX1990'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND STATE
 BX1990'HIGHWAY 8, IN THE NORTH PART OF LEESVILLE, GO NORTH FOR 8.8 KM
 BX1990'(5.5 MI) ON HIGHWAY 171 TO THE STATION ON THE LEFT SET IN A HEADWALL
 BX1990'OF A CULVERT UNDER THE RAILROAD TRACKS.
 BX1990'THE STATION IS ABOUT 122.0 M (400.3 FT) SOUTHEAST FROM MILE POST 661
 BX1990'AND 4.3 M (14.1 FT) SOUTHWEST FROM THE CENTER OF THE TRACKS.  THE
 BX1990'STATION IS 1.83 M (6.00 FT) BELOW THE LEVEL OF THE TRACKS.
 BX1990
 BX1990                          STATION RECOVERY (1994)
 BX1990
 BX1990'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1990'RECOVERED IN GOOD CONDITION.
 BX1990
 BX1990                          STATION RECOVERY (2001)
 BX1990
 BX1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1990'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0139 ***********************************************************************
 AT0139  DESIGNATION -  V 280
 AT0139  PID         -  AT0139
 AT0139  STATE/COUNTY-  LA/PLAQUEMINES
 AT0139  USGS QUAD   -  DIXON BAY (1971)
 AT0139
 AT0139                         *CURRENT SURVEY CONTROL
 AT0139  ___________________________________________________________________
 AT0139* NAD 83(1986)-  29 04 37.     (N)    089 17 10.     (W)     SCALED    
 AT0139* NAVD 88     -         0.627  (meters)       2.06   (feet)  READJUSTED
 AT0139  ___________________________________________________________________
 AT0139  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AT0139  DYNAMIC HT  -           0.630 (meters)       2.07  (feet)  COMP
 AT0139  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 AT0139
 AT0139  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0139
 AT0139.The horizontal coordinates were scaled from a topographic map and have
 AT0139.an estimated accuracy of +/- 6 seconds.
 AT0139
 AT0139.The orthometric height was determined by differential leveling
 AT0139.and adjusted by the National Geodetic Survey in February 1994..
 AT0139.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0139.distribution rate of 0.0 thru 1.0 mm/km.
 AT0139.The height was derived from older observations constrained to new
 AT0139.heights in a crustal motion area.  The height is approximate in
 AT0139.relation to other heights in its vicinity.
 AT0139
 AT0139.The geoid height was determined by GEOID03.
 AT0139
 AT0139.The dynamic height is computed by dividing the NAVD 88
 AT0139.geopotential number by the normal gravity value computed on the
 AT0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0139.degrees latitude (g = 980.6199 gals.).
 AT0139
 AT0139.The modeled gravity was interpolated from observed gravity values.
 AT0139
 AT0139;                    North         East    Units  Estimated Accuracy
 AT0139;SPC LA S     -    65,730.    1,199,330.      MT  (+/- 180 meters Scaled)
 AT0139
 AT0139                          SUPERSEDED SURVEY CONTROL
 AT0139
 AT0139  NGVD 29 (??/??/??)    0.706  (m)            2.32   (f) ADJUSTED    1 1
 AT0139
 AT0139.Superseded values are not recommended for survey control.
 AT0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0139.See file dsdata.txt to determine how the superseded data were derived.
 AT0139
 AT0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT774186(NAD 83)
 AT0139_MARKER: DB = BENCH MARK DISK
 AT0139_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0139_SP_SET: 72 FEET
 AT0139_STAMPING: V 280 1971
 AT0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0139
 AT0139  HISTORY     - Date     Condition        Report By
 AT0139  HISTORY     - 1971     MONUMENTED       NGS
 AT0139
 AT0139                          STATION DESCRIPTION
 AT0139
 AT0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0139'7.65 MI SW FROM PILOTTOWN.
 AT0139'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0139'LOOKOUT TOWER AT PILOTTOWN, THENCE 5.15 MILES SOUTHWEST ALONG THE
 AT0139'SOUTHEAST BANK OF SOUTHWEST PASS, ABOUT 0.5 MILE SOUTHWEST OF A LARGE
 AT0139'STORAGE TANK BATTERY, 36 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE
 AT0139'PASS, 27 YARDS NORTH OF THE NORTH CORNER OF A WOODEN CORRAL, AND IS A
 AT0139'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 18 INCHES
 AT0139'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY 4 WOODEN CREOSOTED
 AT0139'POST, ENCASED IN A 4 INCH PLASTIC PIPE WHICH PROJECTS 18 INCHES ABOVE
 AT0139'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0140 ***********************************************************************
 AT0140  DESIGNATION -  V 280 USE RESET 1976
 AT0140  PID         -  AT0140
 AT0140  STATE/COUNTY-  LA/PLAQUEMINES
 AT0140  USGS QUAD   -  DIXON BAY (1971)
 AT0140
 AT0140                         *CURRENT SURVEY CONTROL
 AT0140  ___________________________________________________________________
 AT0140* NAD 83(1986)-  29 04 39.     (N)    089 17 09.     (W)     SCALED    
 AT0140* NAVD 88     -         1.67   (+/-2cm)       5.5    (feet)  VERTCON   
 AT0140  ___________________________________________________________________
 AT0140  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AT0140
 AT0140  VERT ORDER  -  THIRD (See Below)
 AT0140
 AT0140.The horizontal coordinates were scaled from a topographic map and have
 AT0140.an estimated accuracy of +/- 6 seconds.
 AT0140
 AT0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0140.The vertical order pertains to the NGVD 29 superseded value.
 AT0140
 AT0140.The geoid height was determined by GEOID03.
 AT0140
 AT0140;                    North         East    Units  Estimated Accuracy
 AT0140;SPC LA S     -    65,800.    1,199,360.      MT  (+/- 180 meters Scaled)
 AT0140
 AT0140                          SUPERSEDED SURVEY CONTROL
 AT0140
 AT0140  NGVD 29 (??/??/??)    1.75   (m)            5.7    (f) RESET       3  
 AT0140
 AT0140.Superseded values are not recommended for survey control.
 AT0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0140.See file dsdata.txt to determine how the superseded data were derived.
 AT0140
 AT0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT774187(NAD 83)
 AT0140_MARKER: DB = BENCH MARK DISK
 AT0140_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0140_SP_SET: 67 FEET
 AT0140_STAMPING: V 280 RESET 1976
 AT0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0140
 AT0140  HISTORY     - Date     Condition        Report By
 AT0140  HISTORY     - 1976     MONUMENTED       USE
 AT0140  HISTORY     - 1976     GOOD             NGS
 AT0140
 AT0140                          STATION DESCRIPTION
 AT0140
 AT0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0140'7.65 MI SW FROM PILOTTOWN.
 AT0140'MARK IS LOCATED UNDER THE CENTER OF SURVEY TOWER NUMBER 10 AT MILE
 AT0140'5.32.  THE MARK IS 70 FEET LANDSIDE FROM THE TOP OF THE BANK. THE ROD
 AT0140'WAS DRIVEN TO A DEPTH OF 67 FEET AND PROJECTS 3 FEET ABOVE THE GROUND
 AT0140'SURFACE.  V 280 1971 WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0226 ***********************************************************************
 BJ0226  DESIGNATION -  V 282
 BJ0226  PID         -  BJ0226
 BJ0226  STATE/COUNTY-  LA/ST LANDRY
 BJ0226  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0226
 BJ0226                         *CURRENT SURVEY CONTROL
 BJ0226  ___________________________________________________________________
 BJ0226* NAD 83(1986)-  30 37 38.     (N)    091 45 16.     (W)     SCALED    
 BJ0226* NAVD 88     -         9.492  (meters)      31.14   (feet)  ADJUSTED  
 BJ0226  ___________________________________________________________________
 BJ0226  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ0226  DYNAMIC HT  -           9.480 (meters)      31.10  (feet)  COMP
 BJ0226  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BJ0226
 BJ0226  VERT ORDER  -  FIRST     CLASS I
 BJ0226
 BJ0226.The horizontal coordinates were scaled from a topographic map and have
 BJ0226.an estimated accuracy of +/- 6 seconds.
 BJ0226
 BJ0226.The orthometric height was determined by differential leveling
 BJ0226.and adjusted by the National Geodetic Survey in February 1994..
 BJ0226
 BJ0226.The geoid height was determined by GEOID03.
 BJ0226
 BJ0226.The dynamic height is computed by dividing the NAVD 88
 BJ0226.geopotential number by the normal gravity value computed on the
 BJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0226.degrees latitude (g = 980.6199 gals.).
 BJ0226
 BJ0226.The modeled gravity was interpolated from observed gravity values.
 BJ0226
 BJ0226;                    North         East    Units  Estimated Accuracy
 BJ0226;SPC LA S     -   235,870.      959,630.      MT  (+/- 180 meters Scaled)
 BJ0226
 BJ0226                          SUPERSEDED SURVEY CONTROL
 BJ0226
 BJ0226  NAVD 88 (06/15/91)    9.536  (m)           31.29   (f) UNKNOWN     1 1
 BJ0226  NGVD 29 (??/??/??)    9.503  (m)           31.18   (f) ADJUSTED    1 1
 BJ0226
 BJ0226.Superseded values are not recommended for survey control.
 BJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0226.See file dsdata.txt to determine how the superseded data were derived.
 BJ0226
 BJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP193889(NAD 83)
 BJ0226_MARKER: DB = BENCH MARK DISK
 BJ0226_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0226+WITH SETTING: INTO GROUND
 BJ0226_SP_SET: METAL ROD WITH BASE PLATE
 BJ0226_STAMPING: V 282 1976
 BJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0226+STABILITY: SURFACE MOTION
 BJ0226
 BJ0226  HISTORY     - Date     Condition        Report By
 BJ0226  HISTORY     - 1976     MONUMENTED       NGS
 BJ0226
 BJ0226                          STATION DESCRIPTION
 BJ0226
 BJ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0226'4.8 MI SOUTH FROM MELVILLE.
 BJ0226'4.8 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE JUNCTION OF STATE
 BJ0226'HIGHWAY 10 AT MELVILLE, 33.6 FT NORTHEAST OF THE CENTER LINE OF A T
 BJ0226'JUNCTION OF A PAVED ROAD LEADING WEST, 29.6 FT EAST OF THE CENTER LINE
 BJ0226'OF THE HIGHWAY, 1.8 FT NORTH OF A T IN FENCE LINE, 0.7 FT WEST OF A
 BJ0226'FENCE LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0458 ***********************************************************************
 BJ0458  DESIGNATION -  V 283
 BJ0458  PID         -  BJ0458
 BJ0458  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0458  USGS QUAD   -  ZACHARY (1980)
 BJ0458
 BJ0458                         *CURRENT SURVEY CONTROL
 BJ0458  ___________________________________________________________________
 BJ0458* NAD 83(1986)-  30 44 12.     (N)    091 13 35.     (W)     SCALED    
 BJ0458* NAVD 88     -        44.074  (meters)     144.60   (feet)  ADJUSTED  
 BJ0458  ___________________________________________________________________
 BJ0458  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0458  DYNAMIC HT  -          44.017 (meters)     144.41  (feet)  COMP
 BJ0458  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BJ0458
 BJ0458  VERT ORDER  -  FIRST     CLASS I
 BJ0458
 BJ0458.The horizontal coordinates were scaled from a topographic map and have
 BJ0458.an estimated accuracy of +/- 6 seconds.
 BJ0458
 BJ0458.The orthometric height was determined by differential leveling
 BJ0458.and adjusted by the National Geodetic Survey in February 1994..
 BJ0458
 BJ0458.The geoid height was determined by GEOID03.
 BJ0458
 BJ0458.The dynamic height is computed by dividing the NAVD 88
 BJ0458.geopotential number by the normal gravity value computed on the
 BJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0458.degrees latitude (g = 980.6199 gals.).
 BJ0458
 BJ0458.The modeled gravity was interpolated from observed gravity values.
 BJ0458
 BJ0458;                    North         East    Units  Estimated Accuracy
 BJ0458;SPC LA S     -   247,930.    1,010,240.      MT  (+/- 180 meters Scaled)
 BJ0458
 BJ0458                          SUPERSEDED SURVEY CONTROL
 BJ0458
 BJ0458  NGVD 29 (??/??/??)   44.061  (m)          144.56   (f) ADJUSTED    1 1
 BJ0458
 BJ0458.Superseded values are not recommended for survey control.
 BJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0458.See file dsdata.txt to determine how the superseded data were derived.
 BJ0458
 BJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ697017(NAD 83)
 BJ0458_MARKER: DB = BENCH MARK DISK
 BJ0458_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0458+WITH SETTING: INTO GROUND
 BJ0458_SP_SET: METAL ROD WITH BASE PLATE
 BJ0458_STAMPING: V 283 1976
 BJ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0458+STABILITY: SURFACE MOTION
 BJ0458
 BJ0458  HISTORY     - Date     Condition        Report By
 BJ0458  HISTORY     - 1976     MONUMENTED       NGS
 BJ0458
 BJ0458                          STATION DESCRIPTION
 BJ0458
 BJ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0458'5.65 MI WEST FROM SLAUGHTER.
 BJ0458'5.05 MILES WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0458'SLAUGHTER, THENCE 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 964, AT
 BJ0458'WEST CORNER OF THE JUNCTION OF STATE HIGHWAY 68, 137.5 FT SOUTH-
 BJ0458'WEST OF THE CENTER LINE OF STATE HIGHWAY HWY 964, 45 FT NORTHWEST OF
 BJ0458'THE CENTER LINE OF STATE HIGHWAY 68, 2 FT SOUTHWEST OF POWER
 BJ0458'LINE POLE WITH GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0497 ***********************************************************************
 BJ0497  DESIGNATION -  V 284
 BJ0497  PID         -  BJ0497
 BJ0497  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0497  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0497
 BJ0497                         *CURRENT SURVEY CONTROL
 BJ0497  ___________________________________________________________________
 BJ0497* NAD 83(1986)-  30 34 01.     (N)    091 10 19.     (W)     SCALED    
 BJ0497* NAVD 88     -        20.28   (+/-2cm)      66.5    (feet)  VERTCON   
 BJ0497  ___________________________________________________________________
 BJ0497  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0497
 BJ0497  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0497
 BJ0497.The horizontal coordinates were scaled from a topographic map and have
 BJ0497.an estimated accuracy of +/- 6 seconds.
 BJ0497
 BJ0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0497.The vertical order pertains to the NGVD 29 superseded value.
 BJ0497
 BJ0497.The geoid height was determined by GEOID03.
 BJ0497
 BJ0497;                    North         East    Units  Estimated Accuracy
 BJ0497;SPC LA S     -   229,120.    1,015,480.      MT  (+/- 180 meters Scaled)
 BJ0497
 BJ0497                          SUPERSEDED SURVEY CONTROL
 BJ0497
 BJ0497  NGVD 29 (??/??/??)   20.276  (m)           66.52   (f) ADJUSTED    1 1
 BJ0497
 BJ0497.Superseded values are not recommended for survey control.
 BJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0497.See file dsdata.txt to determine how the superseded data were derived.
 BJ0497
 BJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP753830(NAD 83)
 BJ0497_MARKER: DB = BENCH MARK DISK
 BJ0497_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0497+WITH SETTING: INTO GROUND
 BJ0497_SP_SET: METAL ROD WITH BASE PLATE
 BJ0497_STAMPING: V 284 1976
 BJ0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0497+STABILITY: SURFACE MOTION
 BJ0497
 BJ0497  HISTORY     - Date     Condition        Report By
 BJ0497  HISTORY     - 1976     MONUMENTED       NGS
 BJ0497
 BJ0497                          STATION DESCRIPTION
 BJ0497
 BJ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0497'1.45 MI SOUTH FROM BAKER.
 BJ0497'1.45 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF GROOM
 BJ0497'ROAD AT BAKER, AT THE JUNCTION OF RAFE MAYER ROAD LEADING WEST
 BJ0497'AND ASPHALT ROAD LEADING SOUTHEAST TO GREENWOOD PARK, 106 FT EAST
 BJ0497'OF THE CENTER LINE OF THE ROAD, 12.0 FT EAST OF THE NORTHWEST
 BJ0497'CORNER OF CONCRETE BLOCK GREENWOOD PARK SIGN, 1.0 FT NORTH OF THE
 BJ0497'NORTH FACE OF SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0182 ***********************************************************************
 BJ0182  DESIGNATION -  V 284 X
 BJ0182  PID         -  BJ0182
 BJ0182  STATE/COUNTY-  LA/AVOYELLES
 BJ0182  USGS QUAD   -  SIMMESPORT (1969)
 BJ0182
 BJ0182                         *CURRENT SURVEY CONTROL
 BJ0182  ___________________________________________________________________
 BJ0182* NAD 83(1986)-  30 53 23.     (N)    091 48 43.     (W)     SCALED    
 BJ0182* NAVD 88     -        12.343  (meters)      40.50   (feet)  ADJUSTED  
 BJ0182  ___________________________________________________________________
 BJ0182  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0182  DYNAMIC HT  -          12.327 (meters)      40.44  (feet)  COMP
 BJ0182  MODELED GRAV-     979,379.5   (mgal)                       NAVD 88
 BJ0182
 BJ0182  VERT ORDER  -  FIRST     CLASS I
 BJ0182
 BJ0182.The horizontal coordinates were scaled from a topographic map and have
 BJ0182.an estimated accuracy of +/- 6 seconds.
 BJ0182
 BJ0182.The orthometric height was determined by differential leveling
 BJ0182.and adjusted by the National Geodetic Survey in February 1994..
 BJ0182
 BJ0182.The geoid height was determined by GEOID03.
 BJ0182
 BJ0182.The dynamic height is computed by dividing the NAVD 88
 BJ0182.geopotential number by the normal gravity value computed on the
 BJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0182.degrees latitude (g = 980.6199 gals.).
 BJ0182
 BJ0182.The modeled gravity was interpolated from observed gravity values.
 BJ0182
 BJ0182;                    North         East    Units  Estimated Accuracy
 BJ0182;SPC LA N     -    43,420.    1,065,790.      MT  (+/- 180 meters Scaled)
 BJ0182
 BJ0182                          SUPERSEDED SURVEY CONTROL
 BJ0182
 BJ0182  NAVD 88 (06/15/91)   12.373  (m)           40.59   (f) UNKNOWN     1 1
 BJ0182  NGVD 29 (??/??/??)   12.328  (m)           40.45   (f) ADJUSTED    1 1
 BJ0182
 BJ0182.Superseded values are not recommended for survey control.
 BJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0182.See file dsdata.txt to determine how the superseded data were derived.
 BJ0182
 BJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ135179(NAD 83)
 BJ0182_MARKER: DB = BENCH MARK DISK
 BJ0182_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0182+WITH SETTING: INTO GROUND
 BJ0182_SP_SET: METAL ROD WITH BASE PLATE
 BJ0182_STAMPING: V 284 X 1976
 BJ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0182+STABILITY: SURFACE MOTION
 BJ0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0182+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BJ0182
 BJ0182  HISTORY     - Date     Condition        Report By
 BJ0182  HISTORY     - 1976     MONUMENTED       NGS
 BJ0182  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 BJ0182  HISTORY     - 20050317 GOOD             USPSQD
 BJ0182
 BJ0182                          STATION DESCRIPTION
 BJ0182
 BJ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0182'6.0 MI SOUTH FROM SIMMESPORT.
 BJ0182'6.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0182'SCHOOL, AT THE WEST END OF AN OFFSET IN FENCE ROW, 39 FT EAST OF
 BJ0182'THE CENTER LINE OF THE HIGHWAY, 47.5 FT WEST OF A FENCE, 0.9 FT SOUTH
 BJ0182'OF A FENCE CORNER AND IN LINE WITH A FENCE LEADING NORTH.
 BJ0182
 BJ0182                          STATION RECOVERY (2004)
 BJ0182
 BJ0182'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0182'MARK NOT FOUND.
 BJ0182
 BJ0182                          STATION RECOVERY (2005)
 BJ0182
 BJ0182'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0182'METAL DETECTOR WAS USED TO LOCATE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0890 ***********************************************************************
 BJ0890  DESIGNATION -  V 286
 BJ0890  PID         -  BJ0890
 BJ0890  STATE/COUNTY-  LA/LIVINGSTON
 BJ0890  USGS QUAD   -  WALKER (1991)
 BJ0890
 BJ0890                         *CURRENT SURVEY CONTROL
 BJ0890  ___________________________________________________________________
 BJ0890* NAD 83(1986)-  30 29 47.     (N)    090 50 26.     (W)     SCALED    
 BJ0890* NAVD 88     -        14.848  (meters)      48.71   (feet)  ADJUSTED  
 BJ0890  ___________________________________________________________________
 BJ0890  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ0890  DYNAMIC HT  -          14.829 (meters)      48.65  (feet)  COMP
 BJ0890  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ0890
 BJ0890  VERT ORDER  -  FIRST     CLASS I
 BJ0890
 BJ0890.The horizontal coordinates were scaled from a topographic map and have
 BJ0890.an estimated accuracy of +/- 6 seconds.
 BJ0890
 BJ0890.The orthometric height was determined by differential leveling
 BJ0890.and adjusted by the National Geodetic Survey in February 1994..
 BJ0890
 BJ0890.The geoid height was determined by GEOID03.
 BJ0890
 BJ0890.The dynamic height is computed by dividing the NAVD 88
 BJ0890.geopotential number by the normal gravity value computed on the
 BJ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0890.degrees latitude (g = 980.6199 gals.).
 BJ0890
 BJ0890.The modeled gravity was interpolated from observed gravity values.
 BJ0890
 BJ0890;                    North         East    Units  Estimated Accuracy
 BJ0890;SPC LA S     -   221,390.    1,047,310.      MT  (+/- 180 meters Scaled)
 BJ0890
 BJ0890                          SUPERSEDED SURVEY CONTROL
 BJ0890
 BJ0890  NAVD 88 (06/15/91)   14.897  (m)           48.87   (f) UNKNOWN     1 1
 BJ0890  NGVD 29 (??/??/??)   14.869  (m)           48.78   (f) ADJUSTED    1 1
 BJ0890
 BJ0890.Superseded values are not recommended for survey control.
 BJ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0890.See file dsdata.txt to determine how the superseded data were derived.
 BJ0890
 BJ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP072757(NAD 83)
 BJ0890_MARKER: DB = BENCH MARK DISK
 BJ0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0890_SP_SET: BRIDGE
 BJ0890_STAMPING: V 286 1976
 BJ0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0890+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ0890
 BJ0890  HISTORY     - Date     Condition        Report By
 BJ0890  HISTORY     - 1976     MONUMENTED       NGS
 BJ0890  HISTORY     - 20060413 GOOD             JCLS
 BJ0890
 BJ0890                          STATION DESCRIPTION
 BJ0890
 BJ0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0890'1.4 MI EAST FROM WALKER.
 BJ0890'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0890'STATE HIGHWAY 447, AT A CONCRETE BRIDGE OVER COLYELL CREEK, 18 FT
 BJ0890'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 BJ0890'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE BRIDGE, 2.3 FT
 BJ0890'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.
 BJ0890
 BJ0890                          STATION RECOVERY (2006)
 BJ0890
 BJ0890'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BJ0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0564 ***********************************************************************
 BJ0564  DESIGNATION -  V 290
 BJ0564  PID         -  BJ0564
 BJ0564  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0564  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0564
 BJ0564                         *CURRENT SURVEY CONTROL
 BJ0564  ___________________________________________________________________
 BJ0564* NAD 83(1986)-  30 23 42.     (N)    091 13 39.     (W)     SCALED    
 BJ0564* NAVD 88     -         8.450  (meters)      27.72   (feet)  ADJUSTED  
 BJ0564  ___________________________________________________________________
 BJ0564  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BJ0564  DYNAMIC HT  -           8.439 (meters)      27.69  (feet)  COMP
 BJ0564  MODELED GRAV-     979,332.1   (mgal)                       NAVD 88
 BJ0564
 BJ0564  VERT ORDER  -  FIRST     CLASS I
 BJ0564
 BJ0564.The horizontal coordinates were scaled from a topographic map and have
 BJ0564.an estimated accuracy of +/- 6 seconds.
 BJ0564
 BJ0564.The orthometric height was determined by differential leveling
 BJ0564.and adjusted by the National Geodetic Survey in February 1994..
 BJ0564
 BJ0564.The geoid height was determined by GEOID03.
 BJ0564
 BJ0564.The dynamic height is computed by dividing the NAVD 88
 BJ0564.geopotential number by the normal gravity value computed on the
 BJ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0564.degrees latitude (g = 980.6199 gals.).
 BJ0564
 BJ0564.The modeled gravity was interpolated from observed gravity values.
 BJ0564
 BJ0564;                    North         East    Units  Estimated Accuracy
 BJ0564;SPC LA S     -   210,060.    1,010,170.      MT  (+/- 180 meters Scaled)
 BJ0564
 BJ0564                          SUPERSEDED SURVEY CONTROL
 BJ0564
 BJ0564  NGVD 29 (??/??/??)    8.446  (m)           27.71   (f) ADJUSTED    1 1
 BJ0564
 BJ0564.Superseded values are not recommended for survey control.
 BJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0564.See file dsdata.txt to determine how the superseded data were derived.
 BJ0564
 BJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP702638(NAD 83)
 BJ0564_MARKER: DB = BENCH MARK DISK
 BJ0564_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0564_SP_SET: COPPER-CLAD STEEL ROD
 BJ0564_STAMPING: V 290 1976
 BJ0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0564
 BJ0564  HISTORY     - Date     Condition        Report By
 BJ0564  HISTORY     - 1976     MONUMENTED       NGS
 BJ0564
 BJ0564                          STATION DESCRIPTION
 BJ0564
 BJ0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0564'0.7 MI NE FROM BRUSLY LANDING.
 BJ0564'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0564'HIGHWAY 989-2, AT THE JUNCTION OF SINCLAIR ROAD LEADING NORTHWEST, 30
 BJ0564'FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 96 FT. SOUTHWEST OF
 BJ0564'THE EXTENDED CENTER LINE OF THE ROAD, 124 FT. SOUTH OF AND ACROSS THE
 BJ0564'HIGHWAY FROM A POWER LINE POLE, 16 FT. EAST OF THE CENTER LINE OF A
 BJ0564'GRAVELED ROAD, 1.5 FT. NORTH OF THE NORTHEAST END OF A METAL GATE,
 BJ0564'THE DISK IS 0.3 FT. BELOW THE LEVEL OF THE GROUND. ACCESS IS HAD
 BJ0564'THROUGH A 4-INCH SCREW CAP.  A WRENCH COULD BE NEEDED FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0265 ***********************************************************************
 BJ0265  DESIGNATION -  V 291
 BJ0265  PID         -  BJ0265
 BJ0265  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0265  USGS QUAD   -  FORDOCHE (1969)
 BJ0265
 BJ0265                         *CURRENT SURVEY CONTROL
 BJ0265  ___________________________________________________________________
 BJ0265* NAD 83(1986)-  30 31 30.     (N)    091 36 44.     (W)     SCALED    
 BJ0265* NAVD 88     -         5.465  (meters)      17.93   (feet)  ADJUSTED  
 BJ0265  ___________________________________________________________________
 BJ0265  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0265  DYNAMIC HT  -           5.458 (meters)      17.91  (feet)  COMP
 BJ0265  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BJ0265
 BJ0265  VERT ORDER  -  FIRST     CLASS I
 BJ0265
 BJ0265.The horizontal coordinates were scaled from a topographic map and have
 BJ0265.an estimated accuracy of +/- 6 seconds.
 BJ0265
 BJ0265.The orthometric height was determined by differential leveling
 BJ0265.and adjusted by the National Geodetic Survey in February 1994..
 BJ0265
 BJ0265.The geoid height was determined by GEOID03.
 BJ0265
 BJ0265.The dynamic height is computed by dividing the NAVD 88
 BJ0265.geopotential number by the normal gravity value computed on the
 BJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0265.degrees latitude (g = 980.6199 gals.).
 BJ0265
 BJ0265.The modeled gravity was interpolated from observed gravity values.
 BJ0265
 BJ0265;                    North         East    Units  Estimated Accuracy
 BJ0265;SPC LA S     -   224,500.      973,240.      MT  (+/- 180 meters Scaled)
 BJ0265
 BJ0265                          SUPERSEDED SURVEY CONTROL
 BJ0265
 BJ0265  NGVD 29 (??/??/??)    5.483  (m)           17.99   (f) ADJUSTED    1 1
 BJ0265
 BJ0265.Superseded values are not recommended for survey control.
 BJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0265.See file dsdata.txt to determine how the superseded data were derived.
 BJ0265
 BJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP331777(NAD 83)
 BJ0265_MARKER: DB = BENCH MARK DISK
 BJ0265_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0265+WITH SETTING: INTO GROUND
 BJ0265_SP_SET: METAL ROD WITH BASE PLATE
 BJ0265_STAMPING: V 291 1976
 BJ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0265+STABILITY: SURFACE MOTION
 BJ0265
 BJ0265  HISTORY     - Date     Condition        Report By
 BJ0265  HISTORY     - 1976     MONUMENTED       NGS
 BJ0265
 BJ0265                          STATION DESCRIPTION
 BJ0265
 BJ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0265'4.8 MI SOUTH FROM LOTTIE.
 BJ0265'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0265'HIGHWAY 81, THENCE 3.8 MILES SOUTHEAST ALONG A LEVEE ROAD, AT THE
 BJ0265'JUNCTION OF A ROAD LEADING SOUTHWEST, 126 FT NORTHEAST OF THE CENTER
 BJ0265'LINE OF THE ROAD, 40 FT SOUTHEAST OF THE EXTENDED CENTER LINE OF
 BJ0265'THE ROAD LEADING SOUTHWEST, 1.0 FT SOUTHEAST OF A WITNESS POST
 BJ0265'THE DISK IS 0.5 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BJ0265'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0299 ***********************************************************************
 BJ0299  DESIGNATION -  V 292
 BJ0299  PID         -  BJ0299
 BJ0299  STATE/COUNTY-  LA/IBERVILLE
 BJ0299  USGS QUAD   -  GRAND RIVER (1992)
 BJ0299
 BJ0299                         *CURRENT SURVEY CONTROL
 BJ0299  ___________________________________________________________________
 BJ0299* NAD 83(1986)-  30 13 55.     (N)    091 25 31.     (W)     SCALED    
 BJ0299* NAVD 88     -         1.407  (meters)       4.62   (feet)  ADJUSTED  
 BJ0299  ___________________________________________________________________
 BJ0299  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0299  DYNAMIC HT  -           1.405 (meters)       4.61  (feet)  COMP
 BJ0299  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 BJ0299
 BJ0299  VERT ORDER  -  FIRST     CLASS I
 BJ0299
 BJ0299.The horizontal coordinates were scaled from a topographic map and have
 BJ0299.an estimated accuracy of +/- 6 seconds.
 BJ0299
 BJ0299.The orthometric height was determined by differential leveling
 BJ0299.and adjusted by the National Geodetic Survey in February 1994..
 BJ0299
 BJ0299.The geoid height was determined by GEOID03.
 BJ0299
 BJ0299.The dynamic height is computed by dividing the NAVD 88
 BJ0299.geopotential number by the normal gravity value computed on the
 BJ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0299.degrees latitude (g = 980.6199 gals.).
 BJ0299
 BJ0299.The modeled gravity was interpolated from observed gravity values.
 BJ0299
 BJ0299;                    North         East    Units  Estimated Accuracy
 BJ0299;SPC LA S     -   191,980.      991,150.      MT  (+/- 180 meters Scaled)
 BJ0299
 BJ0299                          SUPERSEDED SURVEY CONTROL
 BJ0299
 BJ0299  NGVD 29 (??/??/??)    1.434  (m)            4.70   (f) ADJUSTED    1 1
 BJ0299
 BJ0299.Superseded values are not recommended for survey control.
 BJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0299.See file dsdata.txt to determine how the superseded data were derived.
 BJ0299
 BJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP515455(NAD 83)
 BJ0299_MARKER: DB = BENCH MARK DISK
 BJ0299_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0299+WITH SETTING: INTO GROUND
 BJ0299_SP_SET: METAL ROD WITH BASE PLATE
 BJ0299_STAMPING: V 292 1976
 BJ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0299+STABILITY: SURFACE MOTION
 BJ0299
 BJ0299  HISTORY     - Date     Condition        Report By
 BJ0299  HISTORY     - 1976     MONUMENTED       NGS
 BJ0299
 BJ0299                          STATION DESCRIPTION
 BJ0299
 BJ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0299'8.2 MI NW FROM BAYOU SORREL.
 BJ0299'8.2 MILES NORTHWEST ALONG AN ASPHALT AND GRAVELED ROAD ALONG THE
 BJ0299'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE
 BJ0299'0.3 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHEAST ACROSS
 BJ0299'A BRIDGE, AT THE CROSSING OF A POWER LINE, 111 FT NORTHEAST OF THE
 BJ0299'CENTER LINE OF THE ROAD, 2 FT SOUTHEAST OF A POWER LINE POLE WITH A
 BJ0299'TRANSFORMER AND A METER, THE DISK IS 0.5 FT BELOW THE LEVEL OF THE
 BJ0299'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0917 ***********************************************************************
 BJ0917  DESIGNATION -  V 294
 BJ0917  PID         -  BJ0917
 BJ0917  STATE/COUNTY-  LA/LIVINGSTON
 BJ0917  USGS QUAD   -  ALBANY (1974)
 BJ0917
 BJ0917                         *CURRENT SURVEY CONTROL
 BJ0917  ___________________________________________________________________
 BJ0917* NAD 83(1986)-  30 30 15.     (N)    090 34 37.     (W)     SCALED    
 BJ0917* NAVD 88     -        10.352  (meters)      33.96   (feet)  ADJUSTED  
 BJ0917  ___________________________________________________________________
 BJ0917  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0917  DYNAMIC HT  -          10.339 (meters)      33.92  (feet)  COMP
 BJ0917  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ0917
 BJ0917  VERT ORDER  -  FIRST     CLASS I
 BJ0917
 BJ0917.The horizontal coordinates were scaled from a topographic map and have
 BJ0917.an estimated accuracy of +/- 6 seconds.
 BJ0917
 BJ0917.The orthometric height was determined by differential leveling
 BJ0917.and adjusted by the National Geodetic Survey in February 1994..
 BJ0917
 BJ0917.The geoid height was determined by GEOID03.
 BJ0917
 BJ0917.The dynamic height is computed by dividing the NAVD 88
 BJ0917.geopotential number by the normal gravity value computed on the
 BJ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0917.degrees latitude (g = 980.6199 gals.).
 BJ0917
 BJ0917.The modeled gravity was interpolated from observed gravity values.
 BJ0917
 BJ0917;                    North         East    Units  Estimated Accuracy
 BJ0917;SPC LA S     -   222,390.    1,072,610.      MT  (+/- 180 meters Scaled)
 BJ0917
 BJ0917                          SUPERSEDED SURVEY CONTROL
 BJ0917
 BJ0917  NAVD 88 (06/15/91)   10.392  (m)           34.09   (f) UNKNOWN     1 1
 BJ0917  NGVD 29 (??/??/??)   10.369  (m)           34.02   (f) ADJUSTED    1 1
 BJ0917
 BJ0917.Superseded values are not recommended for survey control.
 BJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0917.See file dsdata.txt to determine how the superseded data were derived.
 BJ0917
 BJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP325771(NAD 83)
 BJ0917_MARKER: DB = BENCH MARK DISK
 BJ0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0917_SP_SET: BRIDGE
 BJ0917_STAMPING: V 294 1976
 BJ0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0917
 BJ0917  HISTORY     - Date     Condition        Report By
 BJ0917  HISTORY     - 1976     MONUMENTED       NGS
 BJ0917  HISTORY     - 1979     GOOD             LADTD
 BJ0917
 BJ0917                          STATION DESCRIPTION
 BJ0917
 BJ0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0917'IN ALBANY.
 BJ0917'AT ALBANY, 0.35 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION
 BJ0917'OF STATE HIGHWAY 43 AT A CONCRETE HIGHWAY BRIDGE OVER THE LITTLE
 BJ0917'NATALBANY RIVER, 20 FT NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BJ0917'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE BRIDGE ABUTMENT, 3.9
 BJ0917'FT. SOUTH OF THE NORTH END OF THE ABUTMENT.
 BJ0917
 BJ0917                          STATION RECOVERY (1979)
 BJ0917
 BJ0917'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0789 ***********************************************************************
 BJ0789  DESIGNATION -  V 295
 BJ0789  PID         -  BJ0789
 BJ0789  STATE/COUNTY-  LA/IBERVILLE
 BJ0789  USGS QUAD   -  GROSSE TETE (1992)
 BJ0789
 BJ0789                         *CURRENT SURVEY CONTROL
 BJ0789  ___________________________________________________________________
 BJ0789* NAD 83(1986)-  30 25 08.     (N)    091 26 03.     (W)     SCALED    
 BJ0789* NAVD 88     -         6.632  (meters)      21.76   (feet)  ADJUSTED  
 BJ0789  ___________________________________________________________________
 BJ0789  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ0789  DYNAMIC HT  -           6.623 (meters)      21.73  (feet)  COMP
 BJ0789  MODELED GRAV-     979,332.7   (mgal)                       NAVD 88
 BJ0789
 BJ0789  VERT ORDER  -  FIRST     CLASS I
 BJ0789
 BJ0789.The horizontal coordinates were scaled from a topographic map and have
 BJ0789.an estimated accuracy of +/- 6 seconds.
 BJ0789
 BJ0789.The orthometric height was determined by differential leveling
 BJ0789.and adjusted by the National Geodetic Survey in February 1994..
 BJ0789
 BJ0789.The geoid height was determined by GEOID03.
 BJ0789
 BJ0789.The dynamic height is computed by dividing the NAVD 88
 BJ0789.geopotential number by the normal gravity value computed on the
 BJ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0789.degrees latitude (g = 980.6199 gals.).
 BJ0789
 BJ0789.The modeled gravity was interpolated from observed gravity values.
 BJ0789
 BJ0789;                    North         East    Units  Estimated Accuracy
 BJ0789;SPC LA S     -   212,700.      990,310.      MT  (+/- 180 meters Scaled)
 BJ0789
 BJ0789                          SUPERSEDED SURVEY CONTROL
 BJ0789
 BJ0789  NGVD 29 (??/??/??)    6.641  (m)           21.79   (f) ADJUSTED    1 1
 BJ0789
 BJ0789.Superseded values are not recommended for survey control.
 BJ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0789.See file dsdata.txt to determine how the superseded data were derived.
 BJ0789
 BJ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP503662(NAD 83)
 BJ0789_MARKER: DB = BENCH MARK DISK
 BJ0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0789_SP_SET: PILLAR
 BJ0789_STAMPING: V 295 1976
 BJ0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0789+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 BJ0789
 BJ0789  HISTORY     - Date     Condition        Report By
 BJ0789  HISTORY     - 1976     MONUMENTED       NGS
 BJ0789  HISTORY     - 20060418 GOOD             NGS
 BJ0789
 BJ0789                          STATION DESCRIPTION
 BJ0789
 BJ0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0789'IN GROSSE TETE.
 BJ0789'SET VERTICALLY IN A PILLAR OF THE WEST BOUND LANE OF INTERSTATE
 BJ0789'HIGHWAY 10 OVERPASS, 48.5 FT WEST OF THE CENTERLINE OF SIDNEY ROAD,
 BJ0789'120 FT EAST OF THE EAST BANK OF THE GROSSE TETE BAYOU, 5.3 FT ABOVE
 BJ0789'THE GROUND IN THE WEST FACE OF PILLAR
 BJ0789
 BJ0789                          STATION RECOVERY (2006)
 BJ0789
 BJ0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BJ0789'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0309 ***********************************************************************
 BK0309  DESIGNATION -  V 30
 BK0309  PID         -  BK0309
 BK0309  STATE/COUNTY-  LA/EVANGELINE
 BK0309  USGS QUAD   -  EUNICE SOUTH (1987)
 BK0309
 BK0309                         *CURRENT SURVEY CONTROL
 BK0309  ___________________________________________________________________
 BK0309* NAD 83(1986)-  30 29 58.     (N)    092 28 53.     (W)     SCALED    
 BK0309* NAVD 88     -        12.43   (+/-2cm)      40.8    (feet)  VERTCON   
 BK0309  ___________________________________________________________________
 BK0309  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0309
 BK0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0309
 BK0309.The horizontal coordinates were scaled from a topographic map and have
 BK0309.an estimated accuracy of +/- 6 seconds.
 BK0309
 BK0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0309.The vertical order pertains to the NGVD 29 superseded value.
 BK0309
 BK0309.The geoid height was determined by GEOID03.
 BK0309
 BK0309;                    North         East    Units  Estimated Accuracy
 BK0309;SPC LA S     -   222,180.      889,790.      MT  (+/- 180 meters Scaled)
 BK0309
 BK0309                          SUPERSEDED SURVEY CONTROL
 BK0309
 BK0309  NGVD 29 (??/??/??)   12.390  (m)           40.65   (f) ADJUSTED    2 0
 BK0309
 BK0309.Superseded values are not recommended for survey control.
 BK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0309.See file dsdata.txt to determine how the superseded data were derived.
 BK0309
 BK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP497742(NAD 83)
 BK0309_MARKER: DB = BENCH MARK DISK
 BK0309_SETTING: 0 = UNSPECIFIED SETTING
 BK0309_STAMPING: V 30 1935
 BK0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0309
 BK0309  HISTORY     - Date     Condition        Report By
 BK0309  HISTORY     - 1935     MONUMENTED       CGS
 BK0309  HISTORY     - 1959     MARK NOT FOUND   USGS
 BK0309
 BK0309                          STATION DESCRIPTION
 BK0309
 BK0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0309'3.6 MI W FROM EUNICE.
 BK0309'35 FEET NORTH OF TRACK.  110 FEET EAST OF MILEPOST 566.20.  AT A POINT
 BK0309'WHERE TIMBER GROVE STARTS ON NORTH SIDE OF RAILWAY AFTER A SHORT
 BK0309'CLEARING.
 BK0309
 BK0309                          STATION RECOVERY (1959)
 BK0309
 BK0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BK0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2295 ***********************************************************************
 BX2295  DESIGNATION -  V 301
 BX2295  PID         -  BX2295
 BX2295  STATE/COUNTY-  LA/NATCHITOCHES
 BX2295  USGS QUAD   -  COLFAX (1985)
 BX2295
 BX2295                         *CURRENT SURVEY CONTROL
 BX2295  ___________________________________________________________________
 BX2295* NAD 83(1986)-  31 31 16.     (N)    092 43 56.     (W)     SCALED    
 BX2295* NAVD 88     -        28.331  (meters)      92.95   (feet)  ADJUSTED  
 BX2295  ___________________________________________________________________
 BX2295  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BX2295  DYNAMIC HT  -          28.297 (meters)      92.84  (feet)  COMP
 BX2295  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 BX2295
 BX2295  VERT ORDER  -  FIRST     CLASS I
 BX2295
 BX2295.The horizontal coordinates were scaled from a topographic map and have
 BX2295.an estimated accuracy of +/- 6 seconds.
 BX2295
 BX2295.The orthometric height was determined by differential leveling
 BX2295.and adjusted by the National Geodetic Survey in February 1994..
 BX2295
 BX2295.The geoid height was determined by GEOID03.
 BX2295
 BX2295.The dynamic height is computed by dividing the NAVD 88
 BX2295.geopotential number by the normal gravity value computed on the
 BX2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2295.degrees latitude (g = 980.6199 gals.).
 BX2295
 BX2295.The modeled gravity was interpolated from observed gravity values.
 BX2295
 BX2295;                    North         East    Units  Estimated Accuracy
 BX2295;SPC LA N     -   113,240.      977,950.      MT  (+/- 180 meters Scaled)
 BX2295
 BX2295                          SUPERSEDED SURVEY CONTROL
 BX2295
 BX2295  NAVD 88 (06/15/91)   28.331  (m)           92.95   (f) UNKNOWN     1 1
 BX2295  NGVD 29 (??/??/??)   28.341  (m)           92.98   (f) ADJUSTED    1 1
 BX2295
 BX2295.Superseded values are not recommended for survey control.
 BX2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2295.See file dsdata.txt to determine how the superseded data were derived.
 BX2295
 BX2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ254873(NAD 83)
 BX2295_MARKER: DB = BENCH MARK DISK
 BX2295_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2295+WITH SETTING: INTO GROUND
 BX2295_SP_SET: METAL ROD WITH BASE PLATE
 BX2295_STAMPING: V 301 1977
 BX2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2295+STABILITY: SURFACE MOTION
 BX2295
 BX2295  HISTORY     - Date     Condition        Report By
 BX2295  HISTORY     - 1977     MONUMENTED       NGS
 BX2295  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX2295
 BX2295                          STATION DESCRIPTION
 BX2295
 BX2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2295'17.3 MI EAST FROM CLOUTIERVILLE.
 BX2295'7.85 MILES NORTHEAST ALONG STATE HIGHWAY 495 AND 491 FROM THE
 BX2295'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 9.45 MILES
 BX2295'SOUTHEAST ALONG THE LEVEE, 76 FEET SOUTHWEST OF THE CENTER OF THE
 BX2295'LEVEE, AND 4 FEET NORTHEAST OF A FENCE CORNER.
 BX2295
 BX2295                          STATION RECOVERY (1981)
 BX2295
 BX2295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX2295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2264 ***********************************************************************
 BX2264  DESIGNATION -  V 302
 BX2264  PID         -  BX2264
 BX2264  STATE/COUNTY-  LA/RAPIDES
 BX2264  USGS QUAD   -  ALEXANDRIA (1992)
 BX2264
 BX2264                         *CURRENT SURVEY CONTROL
 BX2264  ___________________________________________________________________
 BX2264* NAD 83(1986)-  31 17 24.     (N)    092 24 49.     (W)     SCALED    
 BX2264* NAVD 88     -        22.751  (meters)      74.64   (feet)  ADJUSTED  
 BX2264  ___________________________________________________________________
 BX2264  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX2264  DYNAMIC HT  -          22.723 (meters)      74.55  (feet)  COMP
 BX2264  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 BX2264
 BX2264  VERT ORDER  -  FIRST     CLASS I
 BX2264
 BX2264.The horizontal coordinates were scaled from a topographic map and have
 BX2264.an estimated accuracy of +/- 6 seconds.
 BX2264
 BX2264.The orthometric height was determined by differential leveling
 BX2264.and adjusted by the National Geodetic Survey in February 1994..
 BX2264
 BX2264.The geoid height was determined by GEOID03.
 BX2264
 BX2264.The dynamic height is computed by dividing the NAVD 88
 BX2264.geopotential number by the normal gravity value computed on the
 BX2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2264.degrees latitude (g = 980.6199 gals.).
 BX2264
 BX2264.The modeled gravity was interpolated from observed gravity values.
 BX2264
 BX2264;                    North         East    Units  Estimated Accuracy
 BX2264;SPC LA N     -    87,600.    1,008,230.      MT  (+/- 180 meters Scaled)
 BX2264
 BX2264                          SUPERSEDED SURVEY CONTROL
 BX2264
 BX2264  NAVD 88 (06/15/91)   22.751  (m)           74.64   (f) UNKNOWN     1 1
 BX2264  NGVD 29 (??/??/??)   22.737  (m)           74.60   (f) ADJUSTED    1 1
 BX2264
 BX2264.Superseded values are not recommended for survey control.
 BX2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2264.See file dsdata.txt to determine how the superseded data were derived.
 BX2264
 BX2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ558618(NAD 83)
 BX2264_MARKER: DB = BENCH MARK DISK
 BX2264_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2264+WITH SETTING: INTO GROUND
 BX2264_SP_SET: METAL ROD WITH BASE PLATE
 BX2264_STAMPING: V 302 1977
 BX2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2264+STABILITY: SURFACE MOTION
 BX2264
 BX2264  HISTORY     - Date     Condition        Report By
 BX2264  HISTORY     - 1977     MONUMENTED       NGS
 BX2264  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2264
 BX2264                          STATION DESCRIPTION
 BX2264
 BX2264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2264'2.4 MI SE FROM ALEXANDRIA.
 BX2264'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 AND THIRD STREET FROM
 BX2264'CITY HALL AT ALEXANDRIA, 37 FEET SOUTH-SOUTHWEST OF THE CENTER
 BX2264'LINE OF THIRD STREET, 13 FEET EAST-SOUTHEAST OF THE EXTENDED
 BX2264'CENTER LINE OF LONGFELLOW DRIVE, 6 FEET EAST-SOUTHEAST OF A
 BX2264'JUNCTION POWER LINE POLE WITH A STREET LAMP.
 BX2264
 BX2264                          STATION RECOVERY (1999)
 BX2264
 BX2264'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2312 ***********************************************************************
 BX2312  DESIGNATION -  V 303
 BX2312  PID         -  BX2312
 BX2312  STATE/COUNTY-  LA/NATCHITOCHES
 BX2312  USGS QUAD   -  MONTGOMERY (1993)
 BX2312
 BX2312                         *CURRENT SURVEY CONTROL
 BX2312  ___________________________________________________________________
 BX2312* NAD 83(1986)-  31 38 37.     (N)    092 54 37.     (W)     SCALED    
 BX2312* NAVD 88     -        30.400  (meters)      99.74   (feet)  ADJUSTED  
 BX2312  ___________________________________________________________________
 BX2312  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2312  DYNAMIC HT  -          30.363 (meters)      99.62  (feet)  COMP
 BX2312  MODELED GRAV-     979,446.1   (mgal)                       NAVD 88
 BX2312
 BX2312  VERT ORDER  -  FIRST     CLASS I
 BX2312
 BX2312.The horizontal coordinates were scaled from a topographic map and have
 BX2312.an estimated accuracy of +/- 6 seconds.
 BX2312
 BX2312.The orthometric height was determined by differential leveling
 BX2312.and adjusted by the National Geodetic Survey in February 1994..
 BX2312
 BX2312.The geoid height was determined by GEOID03.
 BX2312
 BX2312.The dynamic height is computed by dividing the NAVD 88
 BX2312.geopotential number by the normal gravity value computed on the
 BX2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2312.degrees latitude (g = 980.6199 gals.).
 BX2312
 BX2312.The modeled gravity was interpolated from observed gravity values.
 BX2312
 BX2312;                    North         East    Units  Estimated Accuracy
 BX2312;SPC LA N     -   126,870.      961,090.      MT  (+/- 180 meters Scaled)
 BX2312
 BX2312                          SUPERSEDED SURVEY CONTROL
 BX2312
 BX2312  NAVD 88 (06/15/91)   30.399  (m)           99.73   (f) UNKNOWN     1 1
 BX2312  NGVD 29 (??/??/??)   30.423  (m)           99.81   (f) ADJUSTED    1 1
 BX2312
 BX2312.Superseded values are not recommended for survey control.
 BX2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2312.See file dsdata.txt to determine how the superseded data were derived.
 BX2312
 BX2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR085009(NAD 83)
 BX2312_MARKER: DB = BENCH MARK DISK
 BX2312_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX2312_SP_SET: COPPER-CLAD STEEL ROD
 BX2312_STAMPING: V 303 1977
 BX2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2312
 BX2312  HISTORY     - Date     Condition        Report By
 BX2312  HISTORY     - 1977     MONUMENTED       NGS
 BX2312
 BX2312                          STATION DESCRIPTION
 BX2312
 BX2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2312'14.1 MI NW FROM CLOUTIERVILLE.
 BX2312'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2312'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 6.35 MILES
 BX2312'NORTHWEST ALONG THE LEVEE, ALSO 0.35 MILE SOUTHEAST OF MILEPOST 21
 BX2312', 62 FEET WEST OF THE CENTER OF THE LEVEE, 5 FEET SOUTHWEST OF
 BX2312'A POWER POLE WITH A GUY WIRE, AND 4 FEET EAST OF A FENCE AT THE
 BX2312'TOE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2364 ***********************************************************************
 BX2364  DESIGNATION -  V 304
 BX2364  PID         -  BX2364
 BX2364  STATE/COUNTY-  LA/RED RIVER
 BX2364  USGS QUAD   -  HANNA (1992)
 BX2364
 BX2364                         *CURRENT SURVEY CONTROL
 BX2364  ___________________________________________________________________
 BX2364* NAD 83(1986)-  31 57 07.     (N)    093 20 16.     (W)     SCALED    
 BX2364* NAVD 88     -        38.889  (meters)     127.59   (feet)  ADJUSTED  
 BX2364  ___________________________________________________________________
 BX2364  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BX2364  DYNAMIC HT  -          38.843 (meters)     127.44  (feet)  COMP
 BX2364  MODELED GRAV-     979,473.5   (mgal)                       NAVD 88
 BX2364
 BX2364  VERT ORDER  -  FIRST     CLASS I
 BX2364
 BX2364.The horizontal coordinates were scaled from a topographic map and have
 BX2364.an estimated accuracy of +/- 6 seconds.
 BX2364
 BX2364.The orthometric height was determined by differential leveling
 BX2364.and adjusted by the National Geodetic Survey in February 1994..
 BX2364
 BX2364.The geoid height was determined by GEOID03.
 BX2364
 BX2364.The dynamic height is computed by dividing the NAVD 88
 BX2364.geopotential number by the normal gravity value computed on the
 BX2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2364.degrees latitude (g = 980.6199 gals.).
 BX2364
 BX2364.The modeled gravity was interpolated from observed gravity values.
 BX2364
 BX2364;                    North         East    Units  Estimated Accuracy
 BX2364;SPC LA N     -   161,290.      920,800.      MT  (+/- 180 meters Scaled)
 BX2364
 BX2364                          SUPERSEDED SURVEY CONTROL
 BX2364
 BX2364  NAVD 88 (06/15/91)   38.888  (m)          127.58   (f) UNKNOWN     1 1
 BX2364  NGVD 29 (??/??/??)   38.946  (m)          127.78   (f) ADJUSTED    1 1
 BX2364
 BX2364.Superseded values are not recommended for survey control.
 BX2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2364.See file dsdata.txt to determine how the superseded data were derived.
 BX2364
 BX2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR680351(NAD 83)
 BX2364_MARKER: DB = BENCH MARK DISK
 BX2364_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2364+WITH SETTING: INTO GROUND
 BX2364_SP_SET: METAL ROD WITH BASE PLATE
 BX2364_STAMPING: V 304 1977
 BX2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2364+STABILITY: SURFACE MOTION
 BX2364
 BX2364  HISTORY     - Date     Condition        Report By
 BX2364  HISTORY     - 1977     MONUMENTED       NGS
 BX2364  HISTORY     - 19860214 MARK NOT FOUND   USPSQD
 BX2364  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2364
 BX2364                          STATION DESCRIPTION
 BX2364
 BX2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2364'0.8 MI NE FROM HANNA.
 BX2364'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX2364'AT HANNA, ALSO 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM
 BX2364'THE JUNCTION OF STATE HIGHWAY 174 AT LAKE END, 0.05 MILE
 BX2364'SOUTHEAST OF THE CATFISH BEND TURNOFF, 69 FEET NORTHEAST
 BX2364'OF THE CENTER LINE OF THE HIGHWAY, 50 FEET SOUTHWEST OF THE
 BX2364'SOUTHWEST RAIL, 9 FEET SOUTHEAST OF A POWER LINE POLE.
 BX2364
 BX2364                          STATION RECOVERY (1986)
 BX2364
 BX2364'RECOVERY NOTE BY US POWER SQUADRON 1986 (AER)
 BX2364'MARK NOT FOUND.
 BX2364
 BX2364                          STATION RECOVERY (2001)
 BX2364
 BX2364'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2130 ***********************************************************************
 CQ2130  DESIGNATION -  V 305
 CQ2130  PID         -  CQ2130
 CQ2130  STATE/COUNTY-  LA/CADDO
 CQ2130  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2130
 CQ2130                         *CURRENT SURVEY CONTROL
 CQ2130  ___________________________________________________________________
 CQ2130* NAD 83(1986)-  32 33 27.     (N)    093 46 10.     (W)     SCALED    
 CQ2130* NAVD 88     -        51.692  (meters)     169.59   (feet)  ADJUSTED  
 CQ2130  ___________________________________________________________________
 CQ2130  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2130  DYNAMIC HT  -          51.634 (meters)     169.40  (feet)  COMP
 CQ2130  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CQ2130
 CQ2130  VERT ORDER  -  FIRST     CLASS I
 CQ2130
 CQ2130.The horizontal coordinates were scaled from a topographic map and have
 CQ2130.an estimated accuracy of +/- 6 seconds.
 CQ2130
 CQ2130.The orthometric height was determined by differential leveling
 CQ2130.and adjusted by the National Geodetic Survey in June 1991..
 CQ2130
 CQ2130.The geoid height was determined by GEOID03.
 CQ2130
 CQ2130.The dynamic height is computed by dividing the NAVD 88
 CQ2130.geopotential number by the normal gravity value computed on the
 CQ2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2130.degrees latitude (g = 980.6199 gals.).
 CQ2130
 CQ2130.The modeled gravity was interpolated from observed gravity values.
 CQ2130
 CQ2130;                    North         East    Units  Estimated Accuracy
 CQ2130;SPC LA N     -   228,830.      880,780.      MT  (+/- 180 meters Scaled)
 CQ2130
 CQ2130                          SUPERSEDED SURVEY CONTROL
 CQ2130
 CQ2130  NGVD 29 (??/??/??)   51.749  (m)          169.78   (f) ADJUSTED    1 1
 CQ2130
 CQ2130.Superseded values are not recommended for survey control.
 CQ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2130.See file dsdata.txt to determine how the superseded data were derived.
 CQ2130
 CQ2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS277024(NAD 83)
 CQ2130_MARKER: DB = BENCH MARK DISK
 CQ2130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ2130_SP_SET: VERTICAL IN BRIDGE PIER
 CQ2130_STAMPING: V 305 1977
 CQ2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2130
 CQ2130  HISTORY     - Date     Condition        Report By
 CQ2130  HISTORY     - 1977     MONUMENTED       NGS
 CQ2130  HISTORY     - 19991016 GOOD             USPSQD
 CQ2130
 CQ2130                          STATION DESCRIPTION
 CQ2130
 CQ2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2130'2.2 MI NW FROM SHREVEPORT.
 CQ2130'1.6 MILES NORTHWEST ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT
 CQ2130'TERMINAL BUILDING, THENCE 0.6 MILE NORTH ALONG LEVEE, IN THE WEST
 CQ2130'FACE OF THE NORTH PIER FOR INTERSTATE HIGHWAY 20 BY-PASS BRIDGE
 CQ2130'OVER RED RIVER, 102 FEET EAST OF THE EAST RAIL OF THE TEXAS AND
 CQ2130'PACIFIC RAILROAD, 70 FEET EAST OF THE CENTER OF THE LEVEE, AND 2
 CQ2130'FEET SOUTH OF THE NORTH END OF THE PIER.
 CQ2130
 CQ2130                          STATION RECOVERY (1999)
 CQ2130
 CQ2130'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2158 ***********************************************************************
 CQ2158  DESIGNATION -  V 306
 CQ2158  PID         -  CQ2158
 CQ2158  STATE/COUNTY-  LA/CADDO
 CQ2158  USGS QUAD   -  GILLIAM (1971)
 CQ2158
 CQ2158                         *CURRENT SURVEY CONTROL
 CQ2158  ___________________________________________________________________
 CQ2158* NAD 83(1986)-  32 45 46.     (N)    093 47 39.     (W)     SCALED    
 CQ2158* NAVD 88     -        58.681  (meters)     192.52   (feet)  ADJUSTED  
 CQ2158  ___________________________________________________________________
 CQ2158  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ2158  DYNAMIC HT  -          58.615 (meters)     192.31  (feet)  COMP
 CQ2158  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 CQ2158
 CQ2158  VERT ORDER  -  FIRST     CLASS I
 CQ2158
 CQ2158.The horizontal coordinates were scaled from a topographic map and have
 CQ2158.an estimated accuracy of +/- 6 seconds.
 CQ2158
 CQ2158.The orthometric height was determined by differential leveling
 CQ2158.and adjusted by the National Geodetic Survey in June 1991..
 CQ2158
 CQ2158.The geoid height was determined by GEOID03.
 CQ2158
 CQ2158.The dynamic height is computed by dividing the NAVD 88
 CQ2158.geopotential number by the normal gravity value computed on the
 CQ2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2158.degrees latitude (g = 980.6199 gals.).
 CQ2158
 CQ2158.The modeled gravity was interpolated from observed gravity values.
 CQ2158
 CQ2158;                    North         East    Units  Estimated Accuracy
 CQ2158;SPC LA N     -   251,620.      878,730.      MT  (+/- 180 meters Scaled)
 CQ2158
 CQ2158                          SUPERSEDED SURVEY CONTROL
 CQ2158
 CQ2158  NGVD 29 (??/??/??)   58.739  (m)          192.71   (f) ADJUSTED    1 1
 CQ2158
 CQ2158.Superseded values are not recommended for survey control.
 CQ2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2158.See file dsdata.txt to determine how the superseded data were derived.
 CQ2158
 CQ2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS256252(NAD 83)
 CQ2158_MARKER: DB = BENCH MARK DISK
 CQ2158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2158_SP_SET: COPPER-CLAD STEEL ROD
 CQ2158_STAMPING: V 306 1977
 CQ2158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2158
 CQ2158  HISTORY     - Date     Condition        Report By
 CQ2158  HISTORY     - 1977     MONUMENTED       NGS
 CQ2158  HISTORY     - 19991018 GOOD             USPSQD
 CQ2158
 CQ2158                          STATION DESCRIPTION
 CQ2158
 CQ2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2158'3.8 MI NE FROM BELCHER.
 CQ2158'0.6 MILE NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2158'BELCHER, THENCE 2.7 MILES EAST ALONG BELCHER RIVER ROAD, THENCE
 CQ2158'0.5 MILE SOUTH ALONG THE LEVEE, 44 FEET WEST-NORTHWEST OF THE CENTER
 CQ2158'LINE OF THE LEVEE, 14 FEET NORTH-NORTHWEST OF A BARBED WIRE FENCE
 CQ2158'CROSSING THE LEVEE, AND 2 FEET EAST-SOUTHEAST OF A BARBED WIRE FENCE
 CQ2158', DRIVEN TO REFUSAL AT 69  FEET.
 CQ2158
 CQ2158                          STATION RECOVERY (1999)
 CQ2158
 CQ2158'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2184 ***********************************************************************
 CQ2184  DESIGNATION -  V 307
 CQ2184  PID         -  CQ2184
 CQ2184  STATE/COUNTY-  LA/CADDO
 CQ2184  USGS QUAD   -  WARDVIEW (1971)
 CQ2184
 CQ2184                         *CURRENT SURVEY CONTROL
 CQ2184  ___________________________________________________________________
 CQ2184* NAD 83(1986)-  32 59 35.     (N)    093 49 49.     (W)     SCALED    
 CQ2184* NAVD 88     -        62.594  (meters)     205.36   (feet)  ADJUSTED  
 CQ2184  ___________________________________________________________________
 CQ2184  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CQ2184  DYNAMIC HT  -          62.525 (meters)     205.13  (feet)  COMP
 CQ2184  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 CQ2184
 CQ2184  VERT ORDER  -  FIRST     CLASS I
 CQ2184
 CQ2184.The horizontal coordinates were scaled from a topographic map and have
 CQ2184.an estimated accuracy of +/- 6 seconds.
 CQ2184
 CQ2184.The orthometric height was determined by differential leveling
 CQ2184.and adjusted by the National Geodetic Survey in June 1991..
 CQ2184
 CQ2184.The geoid height was determined by GEOID03.
 CQ2184
 CQ2184.The dynamic height is computed by dividing the NAVD 88
 CQ2184.geopotential number by the normal gravity value computed on the
 CQ2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2184.degrees latitude (g = 980.6199 gals.).
 CQ2184
 CQ2184.The modeled gravity was interpolated from observed gravity values.
 CQ2184
 CQ2184;                    North         East    Units  Estimated Accuracy
 CQ2184;SPC LA N     -   277,200.      875,660.      MT  (+/- 180 meters Scaled)
 CQ2184
 CQ2184                          SUPERSEDED SURVEY CONTROL
 CQ2184
 CQ2184  NGVD 29 (??/??/??)   62.632  (m)          205.49   (f) ADJUSTED    1 1
 CQ2184
 CQ2184.Superseded values are not recommended for survey control.
 CQ2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2184.See file dsdata.txt to determine how the superseded data were derived.
 CQ2184
 CQ2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS224508(NAD 83)
 CQ2184_MARKER: DB = BENCH MARK DISK
 CQ2184_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2184+WITH SETTING: INTO GROUND
 CQ2184_SP_SET: METAL ROD WITH BASE PLATE
 CQ2184_STAMPING: V 307 1977
 CQ2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2184+STABILITY: SURFACE MOTION
 CQ2184
 CQ2184  HISTORY     - Date     Condition        Report By
 CQ2184  HISTORY     - 1977     MONUMENTED       NGS
 CQ2184
 CQ2184                          STATION DESCRIPTION
 CQ2184
 CQ2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2184'15.2 MI NORTH FROM GILLIAM.
 CQ2184'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 CQ2184'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 0.9 MILE EAST
 CQ2184'ALONG DOMINICK ROAD NUMBER 1, THENCE 5.6 MILES NORTH ALONG THE LEVEE,
 CQ2184'44 FEET WEST -SOUTHWEST OF THE CENTER OF THE LEVEE, AND 4 FEET EAST-
 CQ2184'NORTHEAST OF A VINE COVERED FENCE LINE, AND SURROUNDED BY 2 ORANGE
 CQ2184'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2426 ***********************************************************************
 CQ2426  DESIGNATION -  V 329
 CQ2426  PID         -  CQ2426
 CQ2426  STATE/COUNTY-  LA/BIENVILLE
 CQ2426  USGS QUAD   -  FRYEBURG (1986)
 CQ2426
 CQ2426                         *CURRENT SURVEY CONTROL
 CQ2426  ___________________________________________________________________
 CQ2426* NAD 83(1986)-  32 26 39.     (N)    093 11 07.     (W)     SCALED    
 CQ2426* NAVD 88     -        90.91   (+/-2cm)     298.3    (feet)  VERTCON   
 CQ2426  ___________________________________________________________________
 CQ2426  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ2426
 CQ2426  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2426
 CQ2426.The horizontal coordinates were scaled from a topographic map and have
 CQ2426.an estimated accuracy of +/- 6 seconds.
 CQ2426
 CQ2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2426.The vertical order pertains to the NGVD 29 superseded value.
 CQ2426
 CQ2426.The geoid height was determined by GEOID03.
 CQ2426
 CQ2426;                    North         East    Units  Estimated Accuracy
 CQ2426;SPC LA N     -   215,770.      935,560.      MT  (+/- 180 meters Scaled)
 CQ2426
 CQ2426                          SUPERSEDED SURVEY CONTROL
 CQ2426
 CQ2426  NGVD 29 (??/??/??)   90.976  (m)          298.48   (f) ADJUSTED    1 1
 CQ2426
 CQ2426.Superseded values are not recommended for survey control.
 CQ2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2426.See file dsdata.txt to determine how the superseded data were derived.
 CQ2426
 CQ2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR825896(NAD 83)
 CQ2426_MARKER: DB = BENCH MARK DISK
 CQ2426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2426_SP_SET: 20 FT 5/8 IN ROD
 CQ2426_STAMPING: V 329 1977
 CQ2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2426
 CQ2426  HISTORY     - Date     Condition        Report By
 CQ2426  HISTORY     - 1977     MONUMENTED       NGS
 CQ2426
 CQ2426                          STATION DESCRIPTION
 CQ2426
 CQ2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2426'10.0 MI SE FROM DUBBERLY.
 CQ2426'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2426'ERLY, 109 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH PARISH RD
 CQ2426'171, 80 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTHEAST
 CQ2426'OF A JUNCTION POWERLINE POLE WITH A GUY WIRE, 64 FT SOUTH OF THE
 CQ2426'CENTER LINE OF THE ROAD, SOUTH OF AND ACROSS THE ROAD FR THE CENTRAL
 CQ2426'JUNIOR HIGH SCHOOL, DRIVEN TO GRADUAL REFUSAL AT 50 FEET.
 CQ2426'THE BENCH MARK IS ALSO 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 531
 CQ2426'FROM THE POSTOFFICE AT HEFLIN.
 CQ2426'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 50 FT ENCASED
 CQ2426'IN A PIPE PROJECTING +1 INCHES.
 CQ2426'2 FEET ABOVE ROAD
 CQ2426'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2461 ***********************************************************************
 CQ2461  DESIGNATION -  V 330
 CQ2461  PID         -  CQ2461
 CQ2461  STATE/COUNTY-  LA/BIENVILLE
 CQ2461  USGS QUAD   -  SALINE (1986)
 CQ2461
 CQ2461                         *CURRENT SURVEY CONTROL
 CQ2461  ___________________________________________________________________
 CQ2461* NAD 83(1992)-  32 14 11.61764(N)    092 54 57.71819(W)     ADJUSTED  
 CQ2461* NAVD 88     -        77.60   (+/-2cm)     254.6    (feet)  VERTCON   
 CQ2461  ___________________________________________________________________
 CQ2461  X           -    -274,718.902 (meters)                     COMP
 CQ2461  Y           -  -5,393,163.210 (meters)                     COMP
 CQ2461  Z           -   3,382,676.361 (meters)                     COMP
 CQ2461  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CQ2461  ELLIP HEIGHT-          52.03  (meters)          (01/02/04) GPS OBS
 CQ2461  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2461
 CQ2461  HORZ ORDER  -  THIRD
 CQ2461  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2461  ELLP ORDER  -  FOURTH    CLASS II
 CQ2461
 CQ2461.The horizontal coordinates were established by GPS observations
 CQ2461.and adjusted by the National Geodetic Survey in January 1993..
 CQ2461
 CQ2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2461.The vertical order pertains to the NGVD 29 superseded value.
 CQ2461
 CQ2461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2461
 CQ2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2461
 CQ2461.The ellipsoidal height was determined by GPS observations
 CQ2461.and is referenced to NAD 83.
 CQ2461
 CQ2461.The geoid height was determined by GEOID03.
 CQ2461
 CQ2461;                    North         East     Units Scale Factor Converg.
 CQ2461;SPC LA N     -   192,617.551   960,791.854   MT  0.99993017   -0 13 11.8
 CQ2461;SPC LA N     -   631,946.08  3,152,197.94   sFT  0.99993017   -0 13 11.8
 CQ2461;UTM  15      - 3,566,660.217   507,910.718   MT  0.99960077   +0 02 41.2
 CQ2461
 CQ2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2461!SPC LA N     -   0.99999183  x   0.99993017  =   0.99992200
 CQ2461!UTM  15      -   0.99999183  x   0.99960077  =   0.99959260
 CQ2461
 CQ2461                          SUPERSEDED SURVEY CONTROL
 CQ2461
 CQ2461  ELLIP H (01/21/93)   52.10   (m)                       GP(       ) 4 2
 CQ2461  NAD 83(1986)-  32 14 11.63207(N)    092 54 57.70997(W) AD(       ) 3
 CQ2461  NAD 27      -  32 14 11.06695(N)    092 54 57.13945(W) AD(       ) 3
 CQ2461  NGVD 29 (??/??/??)   77.651  (m)          254.76   (f) ADJUSTED    1 1
 CQ2461
 CQ2461.Superseded values are not recommended for survey control.
 CQ2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2461.See file dsdata.txt to determine how the superseded data were derived.
 CQ2461
 CQ2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR0791166660(NAD 83)
 CQ2461_MARKER: DB = BENCH MARK DISK
 CQ2461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2461_SP_SET: 45 FEET
 CQ2461_STAMPING: V 330 1977
 CQ2461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2461+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ2461
 CQ2461  HISTORY     - Date     Condition        Report By
 CQ2461  HISTORY     - 1977     MONUMENTED       NGS
 CQ2461  HISTORY     - 1987     GOOD             NGS
 CQ2461
 CQ2461                          STATION DESCRIPTION
 CQ2461
 CQ2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2461'2.0 MI WEST FROM FRIENDSHIP.
 CQ2461'2.0 MILES WEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF STATE
 CQ2461'HIGHWAY 501 AT FRIENDSHIP, 0.1 MILE NORTH OF THE JUNCTION OF STATE
 CQ2461'HIGHWAY 155, AT A POINT WHERE A POWER LINE CROSSES THE HIGHWAY,
 CQ2461'54 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET
 CQ2461'SOUTHEAST OF A POWER POLE WITH GUY WIRE.
 CQ2461
 CQ2461                          STATION RECOVERY (1987)
 CQ2461
 CQ2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 CQ2461'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ2461'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ2461'OBSERVATIONS.
 CQ2461'
 CQ2461'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTHEAST OF SALINE AND
 CQ2461'3.2 KM (2 MI) WEST OF FRIENDSHIP.
 CQ2461'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ2461'
 CQ2461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 501
 CQ2461'IN FRIENDSHIP, GO WEST ON HIGHWAY 4 FOR 3.2 KM (2 MI) TO THE
 CQ2461'STATION ON THE LEFT.
 CQ2461'
 CQ2461'THE STATION IS A STANDARD NGS DISK
 CQ2461'STAMPED---V 330 1977---,
 CQ2461'A BENCH MARK DISK CRIMPED ONTO A COPPER CLAD STEEL ROD
 CQ2461'DRIVEN TO A DEPTH OF 45 FEET WHICH IS IN A ENCASED PIPE
 CQ2461'RECESSED 30 CM. LOCATED
 CQ2461'16.4 METERS (54 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 CQ2461'1.5 METERS (5.0 FT) SOUTHEAST FROM A POWER POLE WITH THREE GUY
 CQ2461'WIRES AND
 CQ2461'0.3 METER (1 FT) NORTHEAST FROM A METAL WITNESS POST.
 CQ2461'
 CQ2461'DESCRIBED BY R.D. BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1832 ***********************************************************************
 BW1832  DESIGNATION -  V 336
 BW1832  PID         -  BW1832
 BW1832  STATE/COUNTY-  LA/CONCORDIA
 BW1832  USGS QUAD   -  DEER PARK (1983)
 BW1832
 BW1832                         *CURRENT SURVEY CONTROL
 BW1832  ___________________________________________________________________
 BW1832* NAD 83(1986)-  31 26 17.     (N)    091 33 46.     (W)     SCALED    
 BW1832* NAVD 88     -        22.487  (meters)      73.78   (feet)  ADJUSTED  
 BW1832  ___________________________________________________________________
 BW1832  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BW1832  DYNAMIC HT  -          22.460 (meters)      73.69  (feet)  COMP
 BW1832  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 BW1832
 BW1832  VERT ORDER  -  FIRST     CLASS II
 BW1832
 BW1832.The horizontal coordinates were scaled from a topographic map and have
 BW1832.an estimated accuracy of +/- 6 seconds.
 BW1832
 BW1832.The orthometric height was determined by differential leveling
 BW1832.and adjusted by the National Geodetic Survey in February 1994..
 BW1832
 BW1832.The geoid height was determined by GEOID03.
 BW1832
 BW1832.The dynamic height is computed by dividing the NAVD 88
 BW1832.geopotential number by the normal gravity value computed on the
 BW1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1832.degrees latitude (g = 980.6199 gals.).
 BW1832
 BW1832.The modeled gravity was interpolated from observed gravity values.
 BW1832
 BW1832;                    North         East    Units  Estimated Accuracy
 BW1832;SPC LA N     -   104,390.    1,089,090.      MT  (+/- 180 meters Scaled)
 BW1832
 BW1832                          SUPERSEDED SURVEY CONTROL
 BW1832
 BW1832  NAVD 88 (06/15/91)   22.507  (m)           73.84   (f) UNKNOWN     1 2
 BW1832  NGVD 29 (??/??/??)   22.477  (m)           73.74   (f) ADJUSTED    1 2
 BW1832
 BW1832.Superseded values are not recommended for survey control.
 BW1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1832.See file dsdata.txt to determine how the superseded data were derived.
 BW1832
 BW1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ365790(NAD 83)
 BW1832_MARKER: DB = BENCH MARK DISK
 BW1832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1832_SP_SET: STAINLESS STEEL ROD
 BW1832_STAMPING: V 336 1979
 BW1832_PROJECTION: RECESSED 5 CENTIMETERS
 BW1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1832_ROD/PIPE-DEPTH: 6.10 meters
 BW1832
 BW1832  HISTORY     - Date     Condition        Report By
 BW1832  HISTORY     - 1979     MONUMENTED       NGS
 BW1832
 BW1832                          STATION DESCRIPTION
 BW1832
 BW1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1832'1.95 MI NE FROM DEER PARK.
 BW1832'1.95 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF THE
 BW1832'LEVEE ROAD AT DEER PARK, AT MILE POST 44, 49 FEET NORTHWEST OF THE
 BW1832'CENTER OF LEVEE ROAD, 22.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BW1832'HIGHWAY, 3 FEET SOUTHEAST OF THE MILE POST.
 BW1832'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BW1832'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1880 ***********************************************************************
 BW1880  DESIGNATION -  V 337
 BW1880  PID         -  BW1880
 BW1880  STATE/COUNTY-  LA/TENSAS
 BW1880  USGS QUAD   -  LAKE BRUIN (1994)
 BW1880
 BW1880                         *CURRENT SURVEY CONTROL
 BW1880  ___________________________________________________________________
 BW1880* NAD 83(1986)-  31 53 32.     (N)    091 15 12.     (W)     SCALED    
 BW1880* NAVD 88     -        28.419  (meters)      93.24   (feet)  ADJUSTED  
 BW1880  ___________________________________________________________________
 BW1880  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1880  DYNAMIC HT  -          28.386 (meters)      93.13  (feet)  COMP
 BW1880  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 BW1880
 BW1880  VERT ORDER  -  FIRST     CLASS II
 BW1880
 BW1880.The horizontal coordinates were scaled from a topographic map and have
 BW1880.an estimated accuracy of +/- 6 seconds.
 BW1880
 BW1880.The orthometric height was determined by differential leveling
 BW1880.and adjusted by the National Geodetic Survey in February 1994..
 BW1880
 BW1880.The geoid height was determined by GEOID03.
 BW1880
 BW1880.The dynamic height is computed by dividing the NAVD 88
 BW1880.geopotential number by the normal gravity value computed on the
 BW1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1880.degrees latitude (g = 980.6199 gals.).
 BW1880
 BW1880.The modeled gravity was interpolated from observed gravity values.
 BW1880
 BW1880;                    North         East    Units  Estimated Accuracy
 BW1880;SPC LA N     -   155,040.    1,117,930.      MT  (+/- 180 meters Scaled)
 BW1880
 BW1880                          SUPERSEDED SURVEY CONTROL
 BW1880
 BW1880  NAVD 88 (06/15/91)   28.430  (m)           93.27   (f) UNKNOWN     1 2
 BW1880  NGVD 29 (??/??/??)   28.432  (m)           93.28   (f) ADJUSTED    1 2
 BW1880
 BW1880.Superseded values are not recommended for survey control.
 BW1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1880.See file dsdata.txt to determine how the superseded data were derived.
 BW1880
 BW1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR651298(NAD 83)
 BW1880_MARKER: DB = BENCH MARK DISK
 BW1880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1880_SP_SET: STAINLESS STEEL ROD
 BW1880_STAMPING: V 337 1979
 BW1880_PROJECTION: RECESSED 3 CENTIMETERS
 BW1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1880_ROD/PIPE-DEPTH: 7.62 meters
 BW1880
 BW1880  HISTORY     - Date     Condition        Report By
 BW1880  HISTORY     - 1979     MONUMENTED       NGS
 BW1880
 BW1880                          STATION DESCRIPTION
 BW1880
 BW1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1880'2.0 MI SW FROM ST JOSEPH.
 BW1880'2.0 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1880'THE JUNCTION OF WASHINGTON STREET AT ST. JOSEPH, TO A CATTLE GUARD
 BW1880'AND THE MARK ON THE RIGHT, SET ON THE NORTHEAST SIDE OF LEVEE STATION
 BW1880'MARKER 6100, 28 FEET WEST OF THE CENTER OF THE CATTLE GUARD, 21 FEET
 BW1880'NORTHWEST OF THE CENTER OF THE ROAD, 10 FEET SOUTHWEST OF A FENCE
 BW1880'LINE, 1.5 FEET NORTHEAST OF LEVEE STATION MARKER 6100.
 BW1880'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1880'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2312 ***********************************************************************
 CP2312  DESIGNATION -  V 338
 CP2312  PID         -  CP2312
 CP2312  STATE/COUNTY-  LA/MADISON
 CP2312  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2312
 CP2312                         *CURRENT SURVEY CONTROL
 CP2312  ___________________________________________________________________
 CP2312* NAD 83(1986)-  32 17 13.     (N)    090 59 24.     (W)     SCALED    
 CP2312* NAVD 88     -        33.895  (meters)     111.20   (feet)  ADJUSTED  
 CP2312  ___________________________________________________________________
 CP2312  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP2312  DYNAMIC HT  -          33.856 (meters)     111.08  (feet)  COMP
 CP2312  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CP2312
 CP2312  VERT ORDER  -  FIRST     CLASS II
 CP2312
 CP2312.The horizontal coordinates were scaled from a topographic map and have
 CP2312.an estimated accuracy of +/- 6 seconds.
 CP2312
 CP2312.The orthometric height was determined by differential leveling
 CP2312.and adjusted by the National Geodetic Survey in February 1994..
 CP2312
 CP2312.The geoid height was determined by GEOID03.
 CP2312
 CP2312.The dynamic height is computed by dividing the NAVD 88
 CP2312.geopotential number by the normal gravity value computed on the
 CP2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2312.degrees latitude (g = 980.6199 gals.).
 CP2312
 CP2312.The modeled gravity was interpolated from observed gravity values.
 CP2312
 CP2312;                    North         East    Units  Estimated Accuracy
 CP2312;SPC LA N     -   199,120.    1,142,230.      MT  (+/- 180 meters Scaled)
 CP2312
 CP2312                          SUPERSEDED SURVEY CONTROL
 CP2312
 CP2312  NAVD 88 (06/15/91)   33.896  (m)          111.21   (f) UNKNOWN     1 2
 CP2312  NGVD 29 (??/??/??)   33.927  (m)          111.31   (f) ADJUSTED    1 2
 CP2312
 CP2312.Superseded values are not recommended for survey control.
 CP2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2312.See file dsdata.txt to determine how the superseded data were derived.
 CP2312
 CP2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR892740(NAD 83)
 CP2312_MARKER: DB = BENCH MARK DISK
 CP2312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2312_SP_SET: STAINLESS STEEL ROD
 CP2312_STAMPING: V 338 1979
 CP2312_PROJECTION: RECESSED 5 CENTIMETERS
 CP2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2312_ROD/PIPE-DEPTH: 6.10 meters
 CP2312
 CP2312  HISTORY     - Date     Condition        Report By
 CP2312  HISTORY     - 1979     MONUMENTED       NGS
 CP2312
 CP2312                          STATION DESCRIPTION
 CP2312
 CP2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2312'4.5 MI SW FROM DELTA.
 CP2312'4.5 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2312'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, SET ON THE SOUTH SIDE
 CP2312'OF LEVEE STATION MARKER 3700, 0.25 MILE SOUTHWEST OF A CATTLE GUARD IN
 CP2312'THE LEVEE ROAD, 23 FEET WEST OF THE CENTER OF THE ROAD, AND 2 FEET
 CP2312'SOUTH OF LEVEE STATION MARKER 3700.
 CP2312'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CP2312'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2087 ***********************************************************************
 AU2087  DESIGNATION -  V 359
 AU2087  PID         -  AU2087
 AU2087  STATE/COUNTY-  LA/TERREBONNE
 AU2087  USGS QUAD   -  HOUMA (1980)
 AU2087
 AU2087                         *CURRENT SURVEY CONTROL
 AU2087  ___________________________________________________________________
 AU2087* NAD 83(1992)-  29 35 32.93769(N)    090 43 10.48283(W)     ADJUSTED  
 AU2087* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2087  **This station is located in a subsidence area (see below).
 AU2087  ___________________________________________________________________
 AU2087  X           -     -69,709.289 (meters)                     COMP
 AU2087  Y           -  -5,550,246.054 (meters)                     COMP
 AU2087  Z           -   3,131,161.526 (meters)                     COMP
 AU2087  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2087  ELLIP HEIGHT-         -22.97  (meters)          (02/21/02) GPS OBS
 AU2087  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AU2087  DYNAMIC HT  -           2.4   (meters)       8.    (feet)  COMP
 AU2087  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AU2087
 AU2087  HORZ ORDER  -  FIRST
 AU2087  VERT ORDER  -  THIRD (See Below)
 AU2087  ELLP ORDER  -  FIFTH     CLASS I
 AU2087
 AU2087.The horizontal coordinates were established by GPS observations
 AU2087.and adjusted by the National Geodetic Survey in December 1998..
 AU2087
 AU2087 ** The orthometric height has not been validated since last determined
 AU2087 ** by differential leveling and should not be used for control purposes.
 AU2087 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2087 ** area with valid NAVD 88 orthometric heights.
 AU2087 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2087 ** epoch indicated which incorporates improved geoid heights for the
 AU2087 ** Southern Louisiana Subsidence area.
 AU2087 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2087.The orthometric height was scaled from a topographic map.
 AU2087.The vertical order pertains to the first NAVD 88 superseded value.
 AU2087
 AU2087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2087
 AU2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2087
 AU2087.The ellipsoidal height was determined by GPS observations
 AU2087.and is referenced to NAD 83.
 AU2087
 AU2087.The geoid height was determined by GEOID03.
 AU2087
 AU2087.The dynamic height is computed by dividing the NAVD 88
 AU2087.geopotential number by the normal gravity value computed on the
 AU2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2087.degrees latitude (g = 980.6199 gals.).
 AU2087
 AU2087.The modeled gravity was interpolated from observed gravity values.
 AU2087
 AU2087;                    North         East     Units Scale Factor Converg.
 AU2087;SPC LA S     -   121,255.721 1,059,456.170   MT  0.99995098   +0 18 24.8
 AU2087;SPC LA S     -   397,819.81  3,475,899.12   sFT  0.99995098   +0 18 24.8
 AU2087;UTM  15      - 3,275,801.777   720,864.518   MT  1.00020193   +1 07 35.7
 AU2087
 AU2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2087!SPC LA S     -   1.00000361  x   0.99995098  =   0.99995459
 AU2087!UTM  15      -   1.00000361  x   1.00020193  =   1.00020554
 AU2087
 AU2087|---------------------------------------------------------------------|
 AU2087| PID    Reference Object                     Distance      Geod. Az  |
 AU2087|                                                           dddmmss.s |
 AU2087| AH6438 V 359 AZIMUTH MARK                  360.437 METERS 28030     |
 AU2087|---------------------------------------------------------------------|
 AU2087
 AU2087                          SUPERSEDED SURVEY CONTROL
 AU2087
 AU2087  ELLIP H (12/17/98)  -22.93   (m)                       GP(       ) 4 2
 AU2087  NAVD 88 (06/15/91)    2.517  (m)            8.26   (f) UNKNOWN     1 2
 AU2087  NGVD 29 (??/??/??)    2.547  (m)            8.36   (f) ADJUSTED    1 2
 AU2087
 AU2087.Superseded values are not recommended for survey control.
 AU2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2087.See file dsdata.txt to determine how the superseded data were derived.
 AU2087
 AU2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2086575802(NAD 83)
 AU2087_MARKER: I = METAL ROD
 AU2087_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2087_SP_SET: STAINLESS STEEL ROD
 AU2087_STAMPING: V 359 1982
 AU2087_MARK LOGO: NGS   
 AU2087_PROJECTION: FLUSH
 AU2087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU2087+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1993
 AU2087_ROD/PIPE-DEPTH: 24.4 meters
 AU2087
 AU2087  HISTORY     - Date     Condition        Report By
 AU2087  HISTORY     - 1982     MONUMENTED       NGS
 AU2087  HISTORY     - 19930303 GOOD             NGS
 AU2087  HISTORY     - 19930609 GOOD             LADTD
 AU2087  HISTORY     - 19950103 GOOD             MPHI
 AU2087
 AU2087                          STATION DESCRIPTION
 AU2087
 AU2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2087'IN HOUMA.
 AU2087'THE MARK IS 0.18 M ABOVE STREET.
 AU2087'IN HOUMA, 0.6 KILOMETER (0.4 MILE) SOUTH ALONG BARROW STREET (U.S.
 AU2087'HIGHWAY 90) FROM THE INTERSECTION OF EAST MAIN STREET, AT THE
 AU2087'INTERSECTION OF POINT STREET, ON THE NORTH SIDE OF THE FLAG POLE OF
 AU2087'THE AMERICAN BANK AND TRUST COMPANY BUILDING, 26.82 METERS (88.0 FEET)
 AU2087'EAST OF THE EAST CURB OF BARROW STREET, 2.28 METERS (7.5 FEET) SOUTH
 AU2087'OF THE SOUTH CURB OF POINT STREET, 7.92 METERS (26.0 FEET)
 AU2087'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE BANK BUILDING, 0.76
 AU2087'METER (2.5 FEET) NORTH OF THE BASE OF THE FLAG POLE.
 AU2087
 AU2087                          STATION RECOVERY (1993)
 AU2087
 AU2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2087'IN HOUMA, AT THE INTERSECTION OF BARROW AND POINT STREETS, 31.8 M
 AU2087'(104.3 FT) EAST OF THE CENTER OF BARROW STREET, 7.9 M (25.9 FT) NORTH
 AU2087'OF THE NORTHWEST CORNER OF THE AMERICAN BANK AND TRUST COMPANY, 7.0 M
 AU2087'(23.0 FT) SOUTH OF THE CENTER OF POINT STREET, 1.0 M (3.3 FT) EAST OF
 AU2087'THE EAST EDGE OF A SIDEWALK, 0.9 M (3.0 FT) SOUTH OF THE SOUTH EDGE
 AU2087'OF A SIDEWALK, 0.8 M (2.6 FT) NORTH OF A FLAGPOLE, AND 0.2 M (0.7 FT)
 AU2087'ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS
 AU2087'THROUGH A 5-INCH LOGO CAP.
 AU2087
 AU2087                          STATION RECOVERY (1993)
 AU2087
 AU2087'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU2087'THE STAITON IS LOCATED IN HOUMA AT THE INTERSECTION OF BARROW AND
 AU2087'POINT STREETS SET NEAR THE NORTHWEST CORNER OF THE AMERICAN BANK AND
 AU2087'TRUST COMPANY BUILDING.  OWNERSHIP--CITY OF HOUMA.  THE STATION IS
 AU2087'104.5 FT (31.9 M) EAST FROM THE CENTER OF BARROW STREET, 26.5 FT (8.1
 AU2087'M) NORTH FROM THE NORTHWEST CORNER OF THE BANK, 23.0 FT (7.0 M) SOUTH
 AU2087'FROM THE CENTER OF POINT STREET, 3.5 FT (1.1 M) EAST FROM THE EAST
 AU2087'EDGE OF THE SIDEWALK, 3.0 FT (0.9 M) SOUTH FROM THE SOUTH EDGE OF THE
 AU2087'SIDEWALK, 2.5 FT (0.8 M) NORTH FROM A FLAGPOLE AND ABOUT 0.5 FT (15.2
 AU2087'CM) ABOVE THE LEVEL OF THE STREET.
 AU2087
 AU2087                          STATION RECOVERY (1995)
 AU2087
 AU2087'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU2087'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6438 ***********************************************************************
 AH6438  DESIGNATION -  V 359 AZIMUTH MARK
 AH6438  PID         -  AH6438
 AH6438  STATE/COUNTY-  LA/TERREBONNE
 AH6438  USGS QUAD   -  HOUMA (1980)
 AH6438
 AH6438                         *CURRENT SURVEY CONTROL
 AH6438  ___________________________________________________________________
 AH6438* NAD 83(1992)-  29 35 35.07059(N)    090 43 23.65254(W)     ADJUSTED  
 AH6438* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6438  **This station is located in a subsidence area (see below).
 AH6438  ___________________________________________________________________
 AH6438  X           -     -70,063.250 (meters)                     COMP
 AH6438  Y           -  -5,550,208.755 (meters)                     COMP
 AH6438  Z           -   3,131,218.401 (meters)                     COMP
 AH6438  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6438  ELLIP HEIGHT-         -23.44  (meters)          (02/21/02) GPS OBS
 AH6438  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6438
 AH6438  HORZ ORDER  -  FIRST
 AH6438  ELLP ORDER  -  FIFTH     CLASS I
 AH6438
 AH6438.The horizontal coordinates were established by GPS observations
 AH6438.and adjusted by the National Geodetic Survey in December 1998..
 AH6438
 AH6438 ** The orthometric height has not been validated since last determined
 AH6438 ** by differential leveling and should not be used for control purposes.
 AH6438 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6438 ** area with valid NAVD 88 orthometric heights.
 AH6438 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6438 ** epoch indicated which incorporates improved geoid heights for the
 AH6438 ** Southern Louisiana Subsidence area.
 AH6438 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6438.The orthometric height was determined by GPS observations and a
 AH6438.high-resolution geoid model.
 AH6438
 AH6438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6438
 AH6438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6438
 AH6438.The ellipsoidal height was determined by GPS observations
 AH6438.and is referenced to NAD 83.
 AH6438
 AH6438.The geoid height was determined by GEOID03.
 AH6438
 AH6438;                    North         East     Units Scale Factor Converg.
 AH6438;SPC LA S     -   121,319.498 1,059,101.439   MT  0.99995091   +0 18 18.2
 AH6438;SPC LA S     -   398,029.05  3,474,735.30   sFT  0.99995091   +0 18 18.2
 AH6438;UTM  15      - 3,275,860.486   720,508.821   MT  1.00020000   +1 07 29.3
 AH6438
 AH6438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6438!SPC LA S     -   1.00000368  x   0.99995091  =   0.99995459
 AH6438!UTM  15      -   1.00000368  x   1.00020000  =   1.00020368
 AH6438
 AH6438|---------------------------------------------------------------------|
 AH6438| PID    Reference Object                     Distance      Geod. Az  |
 AH6438|                                                           dddmmss.s |
 AH6438| AU2087 V 359                               360.437 METERS 10030     |
 AH6438|---------------------------------------------------------------------|
 AH6438
 AH6438                          SUPERSEDED SURVEY CONTROL
 AH6438
 AH6438  ELLIP H (12/17/98)  -23.40   (m)                       GP(       ) 4 2
 AH6438
 AH6438.Superseded values are not recommended for survey control.
 AH6438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6438.See file dsdata.txt to determine how the superseded data were derived.
 AH6438
 AH6438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2050975860(NAD 83)
 AH6438_MARKER: DD = SURVEY DISK
 AH6438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6438_STAMPING: V 359 AZ MK 1989
 AH6438_MARK LOGO: LA-109
 AH6438_PROJECTION: FLUSH
 AH6438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6438+STABILITY: SURFACE MOTION
 AH6438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6438+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6438
 AH6438  HISTORY     - Date     Condition        Report By
 AH6438  HISTORY     - 1990     MONUMENTED       GSENG
 AH6438
 AH6438                          STATION DESCRIPTION
 AH6438
 AH6438'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6438'MONUMENT IS LOCATED IN THE CITY OF HOUMA ALONG THE NORTHERN
 AH6438'RIGHT-OF-WAY OF POINT STREET BETWEEN GOODE AND GRINAGE STREETS, THIS
 AH6438'AREA IS KNOWN AS C.Y.O. PARK AND IT IS SOUTH OF A CEMETERY AND NORTH
 AH6438'OF HOUMA ELEMENTARY/SPECIAL EDUCATION SCHOOL.  MONUMENT IS TWO AND A
 AH6438'HALF BLOCKS WEST OF BARROW STREET (U.S. HWY 90).  MONUMENT IS A
 AH6438'TERREBONNE PARISH BRASS DISK SET IN CONCRETE AND IS STAMPED V 359 AZ
 AH6438'MK 1989 AND IT IS RECESSED 0.20 FT (6.10 CM) BELOW THE GROUND SURFACE.
 AH6438'TOUNSHIP 17 SOUTH RANGE 17 EAST SECTION 7. MONUMENT IS 114.55 FT
 AH6438'(34.91 M) WEST OF A POWER POLE/STRET LIGHT, 31.10 FT (9.48 M) EAST OF
 AH6438'A POWERPOLE/3 TRANSFORMERS, 48.20 FT (14.69 M) NORTHEAST OF A POWER
 AH6438'POLE, 24.00 FT (7.32 M) NORTH OF THE CENTELRINE OF POINT STREET, 4.10
 AH6438'FT (1.25 M) NORTH OF THE NORTHERN EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2488 ***********************************************************************
 CQ2488  DESIGNATION -  V 37
 CQ2488  PID         -  CQ2488
 CQ2488  STATE/COUNTY-  LA/WEBSTER
 CQ2488  USGS QUAD   -  CULLEN (1981)
 CQ2488
 CQ2488                         *CURRENT SURVEY CONTROL
 CQ2488  ___________________________________________________________________
 CQ2488* NAD 83(1986)-  32 55 35.     (N)    093 22 54.     (W)     SCALED    
 CQ2488* NAVD 88     -        57.992  (meters)     190.26   (feet)  ADJUSTED  
 CQ2488  ___________________________________________________________________
 CQ2488  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CQ2488  DYNAMIC HT  -          57.928 (meters)     190.05  (feet)  COMP
 CQ2488  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 CQ2488
 CQ2488  VERT ORDER  -  SECOND    CLASS 0
 CQ2488
 CQ2488.The horizontal coordinates were scaled from a topographic map and have
 CQ2488.an estimated accuracy of +/- 6 seconds.
 CQ2488
 CQ2488.The orthometric height was determined by differential leveling
 CQ2488.and adjusted by the National Geodetic Survey in June 1991..
 CQ2488
 CQ2488.The geoid height was determined by GEOID03.
 CQ2488
 CQ2488.The dynamic height is computed by dividing the NAVD 88
 CQ2488.geopotential number by the normal gravity value computed on the
 CQ2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2488.degrees latitude (g = 980.6199 gals.).
 CQ2488
 CQ2488.The modeled gravity was interpolated from observed gravity values.
 CQ2488
 CQ2488;                    North         East    Units  Estimated Accuracy
 CQ2488;SPC LA N     -   269,380.      917,530.      MT  (+/- 180 meters Scaled)
 CQ2488
 CQ2488                          SUPERSEDED SURVEY CONTROL
 CQ2488
 CQ2488  NGVD 29 (??/??/??)   58.059  (m)          190.48   (f) ADJUSTED    2 0
 CQ2488
 CQ2488.Superseded values are not recommended for survey control.
 CQ2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2488.See file dsdata.txt to determine how the superseded data were derived.
 CQ2488
 CQ2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS643431(NAD 83)
 CQ2488_MARKER: DB = BENCH MARK DISK
 CQ2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2488_STAMPING: V 37 1934
 CQ2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2488+STABILITY: SURFACE MOTION
 CQ2488
 CQ2488  HISTORY     - Date     Condition        Report By
 CQ2488  HISTORY     - 1934     MONUMENTED       USGS
 CQ2488  HISTORY     - 1969     GOOD             LADH
 CQ2488  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ2488
 CQ2488                          STATION DESCRIPTION
 CQ2488
 CQ2488'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2488'4.9 MI E FROM SAREPTA.
 CQ2488'28 FEET S OF CENTER OF HWY IN FENCE CORNER AT WW SIMSON FARM; 98 FT.
 CQ2488'S OF A HOUSE; 40 FEET NE OF A BARN.
 CQ2488
 CQ2488                          STATION RECOVERY (2002)
 CQ2488
 CQ2488'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ2488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0760 ***********************************************************************
 AT0760  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0760  DESIGNATION -  V 375
 AT0760  PID         -  AT0760
 AT0760  STATE/COUNTY-  LA/ORLEANS
 AT0760  USGS QUAD   -  CHALMETTE (1994)
 AT0760
 AT0760                         *CURRENT SURVEY CONTROL
 AT0760  ___________________________________________________________________
 AT0760* NAD 83(1992)-  29 55 01.55070(N)    089 58 18.04218(W)     ADJUSTED  
 AT0760* NAVD 88     -         0.71 **(meters)       2.3  **(feet)  GPS OBS(2004.65)
 AT0760  **This station is located in a subsidence area (see below).
 AT0760  ___________________________________________________________________
 AT0760  EPOCH DATE  -        2004.65
 AT0760  X           -       2,734.905 (meters)                     COMP
 AT0760  Y           -  -5,532,823.275 (meters)                     COMP
 AT0760  Z           -   3,162,399.142 (meters)                     COMP
 AT0760  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AT0760  ELLIP HEIGHT-         -25.24  (meters)          (06/22/05) GPS OBS
 AT0760  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AT0760  DYNAMIC HT  -           0.71  (meters)       2.3   (feet)  COMP
 AT0760  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 AT0760
 AT0760  HORZ ORDER  -  B
 AT0760  VERT ORDER  -  FIRST     CLASS II (See Below)
 AT0760  ELLP ORDER  -  FOURTH    CLASS I
 AT0760
 AT0760.The horizontal coordinates were established by GPS observations
 AT0760.and adjusted by the National Geodetic Survey in June 2005..
 AT0760.The horizontal coordinates are valid at the epoch date displayed above.
 AT0760.The epoch date for horizontal control is a decimal equivalence
 AT0760.of Year/Month/Day.
 AT0760
 AT0760 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0760 ** and geoid heights are valid at the date of observation. These heights
 AT0760 ** must always be validated when used as control.
 AT0760 ** The orthometric height was determined by GPS observations using
 AT0760 ** precise GPS observation and processing techniques and a new
 AT0760 ** realization of GEOID03. It supersedes the leveled height previously
 AT0760 ** determined for this station.
 AT0760 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0760 ** epoch indicated which incorporates improved geoid heights for the
 AT0760 ** Southern Louisiana Subsidence area.
 AT0760 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0760.The orthometric height was determined by GPS observations and a
 AT0760.high-resolution geoid model using precise GPS observation and
 AT0760.processing techniques. It supersedes the leveled height previously
 AT0760.determined for this station.
 AT0760.WARNING-GPS observations at this control monument resulted in a GPS
 AT0760.derived orthometric height which differed from the leveled height by
 AT0760.more than one decimeter (0.1 meter).
 AT0760.The vertical order pertains to the first NAVD 88 superseded value.
 AT0760
 AT0760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0760
 AT0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0760
 AT0760.The ellipsoidal height was determined by GPS observations
 AT0760.and is referenced to NAD 83.
 AT0760
 AT0760.The geoid height was determined by GEOID03.
 AT0760
 AT0760.The dynamic height is computed by dividing the NAVD 88
 AT0760.geopotential number by the normal gravity value computed on the
 AT0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0760.degrees latitude (g = 980.6199 gals.).
 AT0760
 AT0760.The modeled gravity was interpolated from observed gravity values.
 AT0760
 AT0760;                    North         East     Units Scale Factor Converg.
 AT0760;SPC LA S     -   157,858.377 1,131,477.366   MT  0.99992681   +0 40 51.0
 AT0760;SPC LA S     -   517,907.03  3,712,188.66   sFT  0.99992681   +0 40 51.0
 AT0760;UTM  16      - 3,313,312.157   213,085.466   MT  1.00061579   -1 28 59.3
 AT0760;UTM  15      - 3,313,455.172   792,385.972   MT  1.00065491   +1 30 41.2
 AT0760
 AT0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0760!SPC LA S     -   1.00000396  x   0.99992681  =   0.99993077
 AT0760!UTM  16      -   1.00000396  x   1.00061579  =   1.00061976
 AT0760!UTM  15      -   1.00000396  x   1.00065491  =   1.00065888
 AT0760
 AT0760                          SUPERSEDED SURVEY CONTROL
 AT0760
 AT0760  NAD 83(1992)-  29 55 01.55098(N)    089 58 18.04288(W) AD(       ) B
 AT0760  ELLIP H (05/09/05)  -25.20   (m)                       GP(       ) 4 2
 AT0760  NAD 83(1992)-  29 55 01.55047(N)    089 58 18.04138(W) AD(       ) 1
 AT0760  ELLIP H (01/21/93)  -25.18   (m)                       GP(       ) 4 2
 AT0760  NAD 83(1986)-  29 55 01.56676(N)    089 58 18.04032(W) AD(       ) 1
 AT0760  NAVD 88 (12/05/96)    0.890  (m)            2.92   (f) ADJUSTED    1 2
 AT0760  NAVD 88 (02/14/94)    0.873  (m)            2.86   (f) UNKNOWN     1 2
 AT0760  NGVD 29 (05/21/91)    0.933  (m)            3.06   (f) ADJUSTED    1 2
 AT0760
 AT0760.Superseded values are not recommended for survey control.
 AT0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0760.See file dsdata.txt to determine how the superseded data were derived.
 AT0760
 AT0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1308513312(NAD 83)
 AT0760_MARKER: I = METAL ROD
 AT0760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AT0760_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AT0760_STAMPING: V 375 1985
 AT0760_MARK LOGO: NGS   
 AT0760_PROJECTION: PROJECTING 6 CENTIMETERS
 AT0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0760+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 AT0760_ROD/PIPE-DEPTH: 25.6 meters
 AT0760_SLEEVE-DEPTH  : 18.2 meters
 AT0760
 AT0760  HISTORY     - Date     Condition        Report By
 AT0760  HISTORY     - 1985     MONUMENTED       NGS
 AT0760  HISTORY     - 19880920 GOOD             LADTD
 AT0760  HISTORY     - 19890124 GOOD
 AT0760  HISTORY     - 19901025 GOOD             NGS
 AT0760  HISTORY     - 19941202 GOOD             NGS
 AT0760  HISTORY     - 19960205 GOOD             NGS
 AT0760  HISTORY     - 20021119 GOOD             3001
 AT0760  HISTORY     - 20040414 GOOD             JCLS
 AT0760  HISTORY     - 20040414 GOOD             JCLS
 AT0760  HISTORY     - 20040418 GOOD             NGS
 AT0760  HISTORY     - 20050910 GOOD             JCLS
 AT0760  HISTORY     - 20051008 GOOD             NGS
 AT0760  HISTORY     - 20060108 GOOD             3001
 AT0760  HISTORY     - 20060401 GOOD             NGS
 AT0760
 AT0760                          STATION DESCRIPTION
 AT0760
 AT0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AT0760'IN NEW ORLEANS.
 AT0760'THE MARK IS ABOVE LEVEL WITH ROAD.
 AT0760'IN NEW ORLEANS, ON THE WEST BANK, AT THE SOUTHEAST SIDE OF THE
 AT0760'ENTRANCE GATE OF THE ALGIERS LOCKS, LOCATED AT THE SOUTH END OF BLYTHE
 AT0760'STREET, 6.85 METERS (22.5 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE
 AT0760'ROAD LEADING TO THE LOCKS, 5.85 METERS (19.2 FT) SOUTH OF THE
 AT0760'SOUTHEAST ENTRANCE GATE POST, 3.53 METERS (11.6 FT) WEST OF A CONCRETE
 AT0760'LAMP POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AT0760'CAP.
 AT0760'THE MARK IS 3.23 METERS  W FROM  A WITNESS POST
 AT0760
 AT0760                          STATION RECOVERY (1988)
 AT0760
 AT0760'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AT0760'IN NEW ORLEANS, ON THE WEST BANK , AT THE SOUTHEAST SIDE OF THE
 AT0760'ENTRANCE GATE OF THE ALGIERS LOCKS, LOCATED AT THE SOUTH END OF BLYTHE
 AT0760'STREET, 6.85 M (22.5 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD
 AT0760'LEADING TO THE LOCKS, 5.85 M (19.2 FT) SOUTH OF THE SOUTHEAST ENTRANCE
 AT0760'GATE POST, 3.53 M (11.6 FT) WEST OF A CONCRETE LAMP POST ABOUT LEVEL
 AT0760'WITH THE ROAD AND 3.23 M (10.6 FT) WEST FROM A WITNESS POST.
 AT0760'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AT0760
 AT0760                          STATION RECOVERY (1989)
 AT0760
 AT0760'RECOVERED 1989
 AT0760'RECOVERED IN GOOD CONDITION.
 AT0760
 AT0760                          STATION RECOVERY (1990)
 AT0760
 AT0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AT0760'0.5 KM (0.3 MI) SOUTHWESTERLY ALONG BLYTHE STREET FROM ITS JUNCTION
 AT0760'WITH PATTERSON ROAD IN ALGIERS, ON THE U.S. ARMY CORPS OF ENGINEERS
 AT0760'ALGIERS LOCK PROPERTY, 6.6 M (21.7 FT) NORTHEAST OF AND LEVEL WITH
 AT0760'THE CENTER OF THE ALGIERS LOCK ENTRANCE ROAD AND GATE, AND 3.6 M
 AT0760'(11.8 FT) SOUTHEAST OF A UTILITY LIGHT POST.  NOTE--ACCESS TO DATUM
 AT0760'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AT0760
 AT0760                          STATION RECOVERY (1994)
 AT0760
 AT0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AT0760'IN ALGIERS, AT 3500 BLYTHE STREET, 109.5 M (359.3 FT) NORTHWEST OF THE
 AT0760'NORTHWEST CORNER OF THE U.S. ARMY CORP OF ENGINEERS GENERATOR BUILDING
 AT0760'AT 3500 BLYTHE STREET, 6.9 M (22.6 FT) EAST OF AND LEVEL WITH THE
 AT0760'STREET CENTER, 5.6 M (18.4 FT) SOUTHEAST OF THE EAST POST OF A GATE,
 AT0760'3.3 M (10.8 FT) SOUTH OF A UTILITY POLE, AND 3.1 M (10.2 FT) SOUTH OF
 AT0760'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AT0760'LOGO CAP.  THE MARK IS ON THE PROPERTY OF THE U.S. ARMY CORP OF
 AT0760'ENGINEERS ALGIERS LOCK, 3500 BLYTHE STREET, ALGIERS, LA 70131.
 AT0760
 AT0760                          STATION RECOVERY (1996)
 AT0760
 AT0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 AT0760'RECOVERED AS DESCRIBED.
 AT0760
 AT0760                          STATION RECOVERY (2002)
 AT0760
 AT0760'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AT0760'THE STATION IS LOCATED IN NEW ORLEANS, ON WEST BANK, 4.5 MILES NORTH
 AT0760'OF BELLE CHASE  FERRY, 5.5 MILES SOUTHEAST OF GREATER NEW ORLEANS
 AT0760'BRIDGE, OVER MISSISSIPPI RIVER, 0.5  MILES SOUTH OF CHALMETTE FERRY.
 AT0760' 
 AT0760'OWNERSHIP- CORPS OF ENGINEERS
 AT0760' 
 AT0760'TO REACH THE STATION FROM THE INTERSECTION OF GENERAL DE GAULLE AVENUE
 AT0760'AND SULLEN  ROAD, NEAR THE BRIDGE OVER INTERCOASTAL WATERWAY, GO NORTH
 AT0760'ON SULLEN ROAD TO  PATTERSON DRIVE (LEVEE ROAD), TURN RIGHT ON
 AT0760'PATTERSON DRIVE AND PROCEED EAST ON  PATTERSON FOR 0.9 MILES TO BLYTHE
 AT0760'ROAD , TURN RIGHT ON BLYTHE AND GO TO GATE ENTRANCE  TO LOCKS, PASSING
 AT0760'THROUGH GATE AND MARK ON LEFT NEAR GATE.
 AT0760' 
 AT0760'THE STATION IS 22.6 FEET EAST OF CENTERLINE OF ENTRANCE ROAD TO LOCKS,
 AT0760'18.3 FEET  SOUTHEAST OF THE EAST GATE POST FOR GATE, 107 FEET SOUTH OF
 AT0760'A LIGHT POLE, 10 FEET SOUTH  OF A WITNESS SIGN.  STATION IS A
 AT0760'STAINLESS ROD DRIVEN 25.6 METERS AND STAMPED V 375.
 AT0760
 AT0760                          STATION RECOVERY (2004)
 AT0760
 AT0760'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 AT0760'RECOVERED IN GOOD CONDITION.
 AT0760
 AT0760                          STATION RECOVERY (2004)
 AT0760
 AT0760'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AT0760'RECOVERED IN GOOD CONDITION.
 AT0760
 AT0760                          STATION RECOVERY (2004)
 AT0760
 AT0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AT0760'RECOVERED AS DESCRIBED
 AT0760
 AT0760                          STATION RECOVERY (2005)
 AT0760
 AT0760'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AT0760'RECOVERED IN GOOD CONDITION.
 AT0760
 AT0760                          STATION RECOVERY (2005)
 AT0760
 AT0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 AT0760'RECOVERED AS DESCRIBED.
 AT0760
 AT0760                          STATION RECOVERY (2006)
 AT0760
 AT0760'RECOVERY NOTE BY 3001, INC 2006
 AT0760'RECOVERED AS DESCRIBED.
 AT0760
 AT0760                          STATION RECOVERY (2006)
 AT0760
 AT0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DB)
 AT0760'RECOVERED IN GOOD CONDITION.  NOTE--RAISED LOGO CAP AND CONCRETE 5
 AT0760'INCHES.  DATUM POINT STICKS 2 INCHES ABOVE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2402 ***********************************************************************
 BK2402  DESIGNATION -  V 378
 BK2402  PID         -  BK2402
 BK2402  STATE/COUNTY-  LA/ST LANDRY
 BK2402  USGS QUAD   -  OPELOUSAS (1992)
 BK2402
 BK2402                         *CURRENT SURVEY CONTROL
 BK2402  ___________________________________________________________________
 BK2402* NAD 83(1986)-  30 32 45.     (N)    092 00 39.     (W)     SCALED    
 BK2402* NAVD 88     -         9.918  (meters)      32.54   (feet)  ADJUSTED  
 BK2402  ___________________________________________________________________
 BK2402  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2402  DYNAMIC HT  -           9.905 (meters)      32.50  (feet)  COMP
 BK2402  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BK2402
 BK2402  VERT ORDER  -  FIRST     CLASS II
 BK2402
 BK2402.The horizontal coordinates were scaled from a topographic map and have
 BK2402.an estimated accuracy of +/- 6 seconds.
 BK2402
 BK2402.The orthometric height was determined by differential leveling
 BK2402.and adjusted by the National Geodetic Survey in February 1994..
 BK2402
 BK2402.The geoid height was determined by GEOID03.
 BK2402
 BK2402.The dynamic height is computed by dividing the NAVD 88
 BK2402.geopotential number by the normal gravity value computed on the
 BK2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2402.degrees latitude (g = 980.6199 gals.).
 BK2402
 BK2402.The modeled gravity was interpolated from observed gravity values.
 BK2402
 BK2402;                    North         East    Units  Estimated Accuracy
 BK2402;SPC LA S     -   226,960.      934,990.      MT  (+/- 180 meters Scaled)
 BK2402
 BK2402                          SUPERSEDED SURVEY CONTROL
 BK2402
 BK2402.No superseded survey control is available for this station.
 BK2402
 BK2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP948796(NAD 83)
 BK2402_MARKER: DB = BENCH MARK DISK
 BK2402_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2402_SP_SET: BRIDGE ABUTMENT
 BK2402_STAMPING: V 378 1986
 BK2402_MARK LOGO: NGS   
 BK2402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2402
 BK2402  HISTORY     - Date     Condition        Report By
 BK2402  HISTORY     - 1986     MONUMENTED       NGS
 BK2402
 BK2402                          STATION DESCRIPTION
 BK2402
 BK2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2402'4.3 KM (2.65 MI) WEST FROM PORT BARRE.
 BK2402'4.3 KM (2.65 MI) WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BK2402'STATE HIGHWAY 103 SOUTH IN PORT BARRE TO THE MARK ON THE RIGHT, IN TOP
 BK2402'OF THE NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER BAYOU LITTLE
 BK2402'TECHE, 5.91 METERS (19.4 FT) NORTHWEST OF THE CENTER LINE OF THE
 BK2402'WESTBOUND LANES OF THE HIGHWAY, 1.0 METER (3.3 FT) SOUTHEAST OF THE
 BK2402'NORTHWEST END OF THE ABUTMENT.
 BK2402'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3749 ***********************************************************************
 BJ3749  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ3749  DESIGNATION -  V 379
 BJ3749  PID         -  BJ3749
 BJ3749  STATE/COUNTY-  LA/ST JAMES
 BJ3749  USGS QUAD   -  CONVENT (1994)
 BJ3749
 BJ3749                         *CURRENT SURVEY CONTROL
 BJ3749  ___________________________________________________________________
 BJ3749* NAD 83(1992)-  30 01 09.84837(N)    090 46 13.77961(W)     ADJUSTED  
 BJ3749* NAVD 88     -         3.90 **(meters)      12.8  **(feet)  GPS OBS(2004.65)
 BJ3749  **This station is located in a subsidence area (see below).
 BJ3749  ___________________________________________________________________
 BJ3749  X           -     -74,325.165 (meters)                     COMP
 BJ3749  Y           -  -5,526,661.755 (meters)                     COMP
 BJ3749  Z           -   3,172,224.983 (meters)                     COMP
 BJ3749  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ3749  ELLIP HEIGHT-         -22.42  (meters)          (05/09/05) GPS OBS
 BJ3749  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BJ3749
 BJ3749  HORZ ORDER  -  B
 BJ3749  ELLP ORDER  -  FOURTH    CLASS II
 BJ3749
 BJ3749.The horizontal coordinates were established by GPS observations
 BJ3749.and adjusted by the National Geodetic Survey in May 2005..
 BJ3749
 BJ3749 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3749 ** and geoid heights are valid at the date of observation. These heights
 BJ3749 ** must always be validated when used as control.
 BJ3749 ** The orthometric height was determined by GPS observations using
 BJ3749 ** precise GPS observation and processing techniques and a new
 BJ3749 ** realization of GEOID03. It supersedes the leveled height previously
 BJ3749 ** determined for this station.
 BJ3749 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3749 ** epoch indicated which incorporates improved geoid heights for the
 BJ3749 ** Southern Louisiana Subsidence area.
 BJ3749 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3749.The orthometric height was determined by GPS observations and a
 BJ3749.high-resolution geoid model using precise GPS observation and
 BJ3749.processing techniques. It supersedes the leveled height previously
 BJ3749.determined for this station.
 BJ3749
 BJ3749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3749
 BJ3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3749
 BJ3749.The ellipsoidal height was determined by GPS observations
 BJ3749.and is referenced to NAD 83.
 BJ3749
 BJ3749.The geoid height was determined by GEOID03.
 BJ3749
 BJ3749;                    North         East     Units Scale Factor Converg.
 BJ3749;SPC LA S     -   168,550.386 1,054,291.427   MT  0.99992580   +0 16 53.1
 BJ3749;SPC LA S     -   552,985.72  3,458,954.46   sFT  0.99992580   +0 16 53.1
 BJ3749;UTM  15      - 3,323,028.873   715,016.119   MT  1.00017043   +1 06 57.0
 BJ3749
 BJ3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3749!SPC LA S     -   1.00000352  x   0.99992580  =   0.99992932
 BJ3749!UTM  15      -   1.00000352  x   1.00017043  =   1.00017395
 BJ3749
 BJ3749                          SUPERSEDED SURVEY CONTROL
 BJ3749
 BJ3749  NAVD 88 (02/14/94)    4.122  (m)           13.52   (f) ADJUSTED    1 2
 BJ3749
 BJ3749.Superseded values are not recommended for survey control.
 BJ3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3749.See file dsdata.txt to determine how the superseded data were derived.
 BJ3749
 BJ3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1501623029(NAD 83)
 BJ3749_MARKER: I = METAL ROD
 BJ3749_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BJ3749+WITH SETTING: INFORMATION.
 BJ3749_SP_SET: STAINLESS STEEL ROD
 BJ3749_STAMPING: V 379 1986
 BJ3749_MARK LOGO: NGS   
 BJ3749_PROJECTION: FLUSH
 BJ3749_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ3749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ3749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3749+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 BJ3749_ROD/PIPE-DEPTH: 7.3  meters
 BJ3749
 BJ3749  HISTORY     - Date     Condition        Report By
 BJ3749  HISTORY     - 1986     MONUMENTED       NGS
 BJ3749  HISTORY     - 20021104 GOOD             3001
 BJ3749
 BJ3749                          STATION DESCRIPTION
 BJ3749
 BJ3749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3749'9.2 KM (5.7 MI) WEST FROM GRAMERCY.
 BJ3749'9.2 KM (5.7 MILES) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 BJ3749'STATE HIGHWAY 20 IN GRAMERCY TO THE MARK ON THE LEFT AT THE SECOND
 BJ3749'UTILITY POLE WEST OF LEVEE MARKER 3900.  IT IS 9.60 METERS (31.5 FT)
 BJ3749'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 0.55 METERS (1.8 FT) EAST
 BJ3749'OF THE UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 BJ3749'5-INCH LOGO CAP.
 BJ3749'THE MARK IS 0.53 METERS  E FROM  A WITNESS POST
 BJ3749'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BJ3749
 BJ3749                          STATION RECOVERY (2002)
 BJ3749
 BJ3749'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ3749'THE STATION IS LOCATED IN CONVENT, 3.5 MILES WEST OF AND ACROSS RIVER
 BJ3749'FROM VACHERIE, 9  MILES SOUTHWEST OF GRAMERCY, 4.5 MILES SOUTHWEST OF
 BJ3749'LUTCHER.
 BJ3749' 
 BJ3749'OWNERSHIP- RIGHT OF WAY
 BJ3749' 
 BJ3749'TO REACH THE STATION FROM THE INTERSECTION OF HWY 44 AND HWY 20 IN
 BJ3749'LUTCHER/GRAMERCY,  GO WEST ON HWY 44 FOR 5.65 MILES TO STATION ON
 BJ3749'LEFT, 250 FEET WEST OF STARLONE STREET.
 BJ3749' 
 BJ3749'THE STATION IS SOUTH OF CENTERLINE OF HWY 44, 2 FEET WEST OF POWER
 BJ3749'POLE WEST OF LEVEE  MARKER 3900 ON SLOPE OF LEVEE, 1.8 FEET SOUTH OF
 BJ3749'POWER POLE.  STATION IS A STEEL ROD  DRIVEN 7.3 METERS IN GROUND WITH
 BJ3749'ACCESS COVER STAMPED V 379 1986, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2471 ***********************************************************************
 BK2471  DESIGNATION -  V 380
 BK2471  PID         -  BK2471
 BK2471  STATE/COUNTY-  LA/BEAUREGARD
 BK2471  USGS QUAD   -  LONGVILLE (1994)
 BK2471
 BK2471                         *CURRENT SURVEY CONTROL
 BK2471  ___________________________________________________________________
 BK2471* NAD 83(1986)-  30 30 35.     (N)    093 14 49.     (W)     SCALED    
 BK2471* NAVD 88     -        24.079  (meters)      79.00   (feet)  ADJUSTED  
 BK2471  ___________________________________________________________________
 BK2471  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2471  DYNAMIC HT  -          24.048 (meters)      78.90  (feet)  COMP
 BK2471  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BK2471
 BK2471  VERT ORDER  -  FIRST     CLASS II
 BK2471
 BK2471.The horizontal coordinates were scaled from a topographic map and have
 BK2471.an estimated accuracy of +/- 6 seconds.
 BK2471
 BK2471.The orthometric height was determined by differential leveling
 BK2471.and adjusted by the National Geodetic Survey in February 1994..
 BK2471
 BK2471.The geoid height was determined by GEOID03.
 BK2471
 BK2471.The dynamic height is computed by dividing the NAVD 88
 BK2471.geopotential number by the normal gravity value computed on the
 BK2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2471.degrees latitude (g = 980.6199 gals.).
 BK2471
 BK2471.The modeled gravity was interpolated from observed gravity values.
 BK2471
 BK2471;                    North         East    Units  Estimated Accuracy
 BK2471;SPC LA S     -   224,300.      816,330.      MT  (+/- 180 meters Scaled)
 BK2471
 BK2471                          SUPERSEDED SURVEY CONTROL
 BK2471
 BK2471.No superseded survey control is available for this station.
 BK2471
 BK2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP763752(NAD 83)
 BK2471_MARKER: I = METAL ROD
 BK2471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2471_SP_SET: STAINLESS STEEL ROD
 BK2471_STAMPING: V 380 1986
 BK2471_MARK LOGO: NGS   
 BK2471_PROJECTION: FLUSH
 BK2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2471_ROD/PIPE-DEPTH: 8.5  meters
 BK2471
 BK2471  HISTORY     - Date     Condition        Report By
 BK2471  HISTORY     - 1986     MONUMENTED       NGS
 BK2471
 BK2471                          STATION DESCRIPTION
 BK2471
 BK2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2471'1.4 KM (0.85 MI) SW FROM RAGLEY.
 BK2471'1.4 KM (0.85 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE U.S.
 BK2471'HIGHWAY 171 OVERPASS IN RAGLEY TO THE MARK ON THE RIGHT, AT THE
 BK2471'JUNCTION OF DOMINGUE RAOD, 20.63 METERS (67.7 FT) NORTH-NORTHWEST OF
 BK2471'THE CENTERLINE OF THE HIGHWAY,9.75 METERS (32.0 NORTHEAST OF THE
 BK2471'CENTER OF DOMINGUE ROAD, 7.92 METERS (26.0 FT) SOUTHWEST OF A WOODEN
 BK2471'POST WITH METAL SIGN (WARNING UNDERGROUND CABLE), 2.56 METERS
 BK2471'(8.4 FT)SOUTHEAST OF A CORNER FENCE POST. NOTE--ACCESS TO DATUM POINT
 BK2471'IS HAD THROUGH A 5-INCH LOGO CAP.
 BK2471'THE MARK IS 1.52 METERS  S FROM  A WITNESS POST
 BK2471'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1649 ***********************************************************************
 CQ1649  DESIGNATION -  V 39
 CQ1649  PID         -  CQ1649
 CQ1649  STATE/COUNTY-  LA/DE SOTO
 CQ1649  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ1649
 CQ1649                         *CURRENT SURVEY CONTROL
 CQ1649  ___________________________________________________________________
 CQ1649* NAD 83(1986)-  32 02 53.     (N)    093 32 16.     (W)     SCALED    
 CQ1649* NAVD 88     -        65.25   (+/-2cm)     214.1    (feet)  VERTCON   
 CQ1649  ___________________________________________________________________
 CQ1649  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1649
 CQ1649  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1649
 CQ1649.The horizontal coordinates were scaled from a topographic map and have
 CQ1649.an estimated accuracy of +/- 6 seconds.
 CQ1649
 CQ1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1649.The vertical order pertains to the NGVD 29 superseded value.
 CQ1649
 CQ1649.The geoid height was determined by GEOID03.
 CQ1649
 CQ1649;                    North         East    Units  Estimated Accuracy
 CQ1649;SPC LA N     -   172,110.      902,000.      MT  (+/- 180 meters Scaled)
 CQ1649
 CQ1649                          SUPERSEDED SURVEY CONTROL
 CQ1649
 CQ1649  NGVD 29 (??/??/??)   65.306  (m)          214.26   (f) ADJUSTED    1 2
 CQ1649
 CQ1649.Superseded values are not recommended for survey control.
 CQ1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1649.See file dsdata.txt to determine how the superseded data were derived.
 CQ1649
 CQ1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR492458(NAD 83)
 CQ1649_MARKER: DB = BENCH MARK DISK
 CQ1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1649_STAMPING: V 39 1934
 CQ1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1649+STABILITY: SURFACE MOTION
 CQ1649
 CQ1649  HISTORY     - Date     Condition        Report By
 CQ1649  HISTORY     - 1934     MONUMENTED       CGS
 CQ1649  HISTORY     - 1943     GOOD             CGS
 CQ1649  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1649
 CQ1649                          STATION DESCRIPTION
 CQ1649
 CQ1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1649'12.1 MI E FROM MANSFIELD.
 CQ1649'12.1 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN
 CQ1649'RAILWAY STATION AT MANSFIELD, DE SOTO PARISH, 1.7 MILES EAST OF A
 CQ1649'CROSS ROAD AT GOSS, AT THE EDGE OF A PINE FOREST, ON THE PROLONGATION
 CQ1649'OF THE CENTERLINE OF A T-ROAD LEADING NORTH, AND 44 FEET SOUTHWEST OF
 CQ1649'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 39 1934 AND
 CQ1649'SET IN THE TOP OF A CONCRETE POST.
 CQ1649
 CQ1649                          STATION RECOVERY (1974)
 CQ1649
 CQ1649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0192 ***********************************************************************
 BX0192  DESIGNATION -  V 41
 BX0192  PID         -  BX0192
 BX0192  STATE/COUNTY-  LA/LA SALLE
 BX0192  USGS QUAD   -  LITTLE CREEK (1985)
 BX0192
 BX0192                         *CURRENT SURVEY CONTROL
 BX0192  ___________________________________________________________________
 BX0192* NAD 83(1986)-  31 43 28.     (N)    092 17 58.     (W)     SCALED    
 BX0192* NAVD 88     -        40.14   (+/-2cm)     131.7    (feet)  VERTCON   
 BX0192  ___________________________________________________________________
 BX0192  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0192
 BX0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0192
 BX0192.The horizontal coordinates were scaled from a topographic map and have
 BX0192.an estimated accuracy of +/- 6 seconds.
 BX0192
 BX0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0192.The vertical order pertains to the NGVD 29 superseded value.
 BX0192
 BX0192.The geoid height was determined by GEOID03.
 BX0192
 BX0192;                    North         East    Units  Estimated Accuracy
 BX0192;SPC LA N     -   135,780.    1,019,010.      MT  (+/- 180 meters Scaled)
 BX0192
 BX0192                          SUPERSEDED SURVEY CONTROL
 BX0192
 BX0192  NGVD 29 (??/??/??)   40.144  (m)          131.71   (f) ADJUSTED    2 0
 BX0192
 BX0192.Superseded values are not recommended for survey control.
 BX0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0192.See file dsdata.txt to determine how the superseded data were derived.
 BX0192
 BX0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR663101(NAD 83)
 BX0192_MARKER: DB = BENCH MARK DISK
 BX0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0192_STAMPING: V 41 1935
 BX0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0192+STABILITY: SURFACE MOTION
 BX0192
 BX0192  HISTORY     - Date     Condition        Report By
 BX0192  HISTORY     - 1935     MONUMENTED       CGS
 BX0192  HISTORY     - 1950     GOOD             CGS
 BX0192
 BX0192                          STATION DESCRIPTION
 BX0192
 BX0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0192'5.7 MI SE FROM GEORGETOWN.
 BX0192'5.7 MI SE OF STATION ALONG THE L AND A R R 44 FEET N OF TRACK.  34
 BX0192'FEET S OF GRAVEL HIGHWAY.  120 FEET NE OF MILEPOST 175.  178 YARDS E
 BX0192'OF RAILWAY CROSSING SIGN.  IN EDGE OF POSTOAK FOREST.
 BX0192
 BX0192                          STATION RECOVERY (1950)
 BX0192
 BX0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1197 ***********************************************************************
 BK1197  DESIGNATION -  V 43
 BK1197  PID         -  BK1197
 BK1197  STATE/COUNTY-  LA/VERNON
 BK1197  USGS QUAD   -  PITKIN (1972)
 BK1197
 BK1197                         *CURRENT SURVEY CONTROL
 BK1197  ___________________________________________________________________
 BK1197* NAD 83(1986)-  30 54 43.     (N)    092 53 25.     (W)     SCALED    
 BK1197* NAVD 88     -        43.67   (+/-2cm)     143.3    (feet)  VERTCON   
 BK1197  ___________________________________________________________________
 BK1197  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BK1197
 BK1197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1197
 BK1197.The horizontal coordinates were scaled from a topographic map and have
 BK1197.an estimated accuracy of +/- 6 seconds.
 BK1197
 BK1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1197.The vertical order pertains to the NGVD 29 superseded value.
 BK1197
 BK1197.The geoid height was determined by GEOID03.
 BK1197
 BK1197;                    North         East    Units  Estimated Accuracy
 BK1197;SPC LA N     -    45,740.      962,690.      MT  (+/- 180 meters Scaled)
 BK1197
 BK1197                          SUPERSEDED SURVEY CONTROL
 BK1197
 BK1197  NGVD 29 (??/??/??)   43.705  (m)          143.39   (f) ADJUSTED    2 0
 BK1197
 BK1197.Superseded values are not recommended for survey control.
 BK1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1197.See file dsdata.txt to determine how the superseded data were derived.
 BK1197
 BK1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ104198(NAD 83)
 BK1197_MARKER: DB = BENCH MARK DISK
 BK1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1197_STAMPING: V 43 1935
 BK1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1197+STABILITY: SURFACE MOTION
 BK1197
 BK1197  HISTORY     - Date     Condition        Report By
 BK1197  HISTORY     - 1935     MONUMENTED       CGS
 BK1197  HISTORY     - 1943     GOOD             CGS
 BK1197  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1197  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1197
 BK1197                          STATION DESCRIPTION
 BK1197
 BK1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1197'3.0 MI SE FROM PITKIN.
 BK1197'3.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1197'THE STATION AT PITKIN, VERNON PARISH, AT DIDO, 0.4 MILE EAST OF
 BK1197'MILEPOST 65, 85 FEET NORTHWEST OF AN ABANDONED STATION, AT A ROAD
 BK1197'CROSSING, 132 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 53 FEET
 BK1197'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED V 43
 BK1197'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK1197
 BK1197                          STATION RECOVERY (1994)
 BK1197
 BK1197'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1197'MARK NOT FOUND.
 BK1197
 BK1197                          STATION RECOVERY (2001)
 BK1197
 BK1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0940 ***********************************************************************
 CQ0940  DESIGNATION -  V 48
 CQ0940  PID         -  CQ0940
 CQ0940  STATE/COUNTY-  LA/JACKSON
 CQ0940  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ0940
 CQ0940                         *CURRENT SURVEY CONTROL
 CQ0940  ___________________________________________________________________
 CQ0940* NAD 83(1986)-  32 11 00.     (N)    092 42 22.     (W)     SCALED    
 CQ0940* NAVD 88     -        67.18   (+/-2cm)     220.4    (feet)  VERTCON   
 CQ0940  ___________________________________________________________________
 CQ0940  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ0940
 CQ0940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0940
 CQ0940.The horizontal coordinates were scaled from a topographic map and have
 CQ0940.an estimated accuracy of +/- 6 seconds.
 CQ0940
 CQ0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0940.The vertical order pertains to the NGVD 29 superseded value.
 CQ0940
 CQ0940.The geoid height was determined by GEOID03.
 CQ0940
 CQ0940;                    North         East    Units  Estimated Accuracy
 CQ0940;SPC LA N     -   186,660.      980,560.      MT  (+/- 180 meters Scaled)
 CQ0940
 CQ0940                          SUPERSEDED SURVEY CONTROL
 CQ0940
 CQ0940  NGVD 29 (??/??/??)   67.228  (m)          220.56   (f) ADJUSTED    2 0
 CQ0940
 CQ0940.Superseded values are not recommended for survey control.
 CQ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0940.See file dsdata.txt to determine how the superseded data were derived.
 CQ0940
 CQ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR277607(NAD 83)
 CQ0940_MARKER: DB = BENCH MARK DISK
 CQ0940_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ0940_SP_SET: CULVERT HEADWALL
 CQ0940_STAMPING: V 48 1934
 CQ0940_MARK LOGO: CGS   
 CQ0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0940+STABILITY: SURFACE MOTION
 CQ0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0940+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1997
 CQ0940
 CQ0940  HISTORY     - Date     Condition        Report By
 CQ0940  HISTORY     - 1934     MONUMENTED       CGS
 CQ0940  HISTORY     - 1935     GOOD             CGS
 CQ0940  HISTORY     - 19970219 GOOD             LADTD
 CQ0940
 CQ0940                          STATION DESCRIPTION
 CQ0940
 CQ0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0940'4.1 MI S FROM JONESBORO.
 CQ0940'4.1 MILES SOUTH OF AND ALONG THE C. R.I. AND P. R.R. SET HORIZONTAL ON
 CQ0940'THE S.W. END OF THE HEADWALL OF A CONCRETE CULVERT.  105 YARDS S.W. OF
 CQ0940'MILE POLE 180.15.  AND 18 FEET S.E. OF CENTER OF TRACK.
 CQ0940
 CQ0940                          STATION RECOVERY (1997)
 CQ0940
 CQ0940'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (TLH)
 CQ0940'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF JONESBORO AND
 CQ0940'20.0 MI (32.2 KM) NORTH OF WINNFIELD.  OWNERSHIP--KANSAS CITY SOUTHERN
 CQ0940'RAILROAD.  TO REACH THE STATION FROM THE JACKSON PARISH COURT HOUSE IN
 CQ0940'JONESBORO, GO SOUTH FOR 4.1 MI (6.6 KM) ON U S HIGHWAY 167 TO THE
 CQ0940'STATION ON THE RIGHT, SET IN THE SOUTHEAST CORNER OF THE EAST END OF A
 CQ0940'HEADWALL FOR A CULVERT RUNNING UNDER THE RAILROAD.  THE STATION IS
 CQ0940'63.0 FT (19.2 M) WEST FROM THE CENTER OF THE HIGHWAY, 39.0 FT (11.9 M)
 CQ0940'WEST-NORTHWEST FROM A POWER POLE NUMBER 540, 14.0 FT (4.3 M) EAST FROM
 CQ0940'THE EAST RAIL OF THE RAILROAD, FLUSH WITH THE HEADWALL AND ABOUT 5.0
 CQ0940'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0553 ***********************************************************************
 CQ0553  DESIGNATION -  V 49
 CQ0553  PID         -  CQ0553
 CQ0553  STATE/COUNTY-  LA/JACKSON
 CQ0553  USGS QUAD   -  CHATHAM (1982)
 CQ0553
 CQ0553                         *CURRENT SURVEY CONTROL
 CQ0553  ___________________________________________________________________
 CQ0553* NAD 83(1986)-  32 16 03.     (N)    092 28 20.     (W)     SCALED    
 CQ0553* NAVD 88     -        84.58   (+/-2cm)     277.5    (feet)  VERTCON   
 CQ0553  ___________________________________________________________________
 CQ0553  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0553
 CQ0553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0553
 CQ0553.The horizontal coordinates were scaled from a topographic map and have
 CQ0553.an estimated accuracy of +/- 6 seconds.
 CQ0553
 CQ0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0553.The vertical order pertains to the NGVD 29 superseded value.
 CQ0553
 CQ0553.The geoid height was determined by GEOID03.
 CQ0553
 CQ0553;                    North         East    Units  Estimated Accuracy
 CQ0553;SPC LA N     -   195,970.    1,002,620.      MT  (+/- 180 meters Scaled)
 CQ0553
 CQ0553                          SUPERSEDED SURVEY CONTROL
 CQ0553
 CQ0553  NGVD 29 (??/??/??)   84.615  (m)          277.61   (f) ADJUSTED    2 0
 CQ0553
 CQ0553.Superseded values are not recommended for survey control.
 CQ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0553.See file dsdata.txt to determine how the superseded data were derived.
 CQ0553
 CQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR497702(NAD 83)
 CQ0553_MARKER: DB = BENCH MARK DISK
 CQ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0553_STAMPING: V 49 1935
 CQ0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0553+STABILITY: SURFACE MOTION
 CQ0553
 CQ0553  HISTORY     - Date     Condition        Report By
 CQ0553  HISTORY     - 1935     MONUMENTED       CGS
 CQ0553  HISTORY     - 1950     GOOD             CGS
 CQ0553  HISTORY     - 1978     POOR             USGS
 CQ0553
 CQ0553                          STATION DESCRIPTION
 CQ0553
 CQ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0553'3.2 MI SW FROM CHATHAM.
 CQ0553'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 164 FROM THE PEOPLES BANK
 CQ0553'AT CHATHAM, BETWEEN THE HIGHWAY AND THE TREMONT AND GULF RAILROAD,
 CQ0553'58.5 FEET WEST OF THE WEST RAIL OF THE TRACK, 202 FEET NORTH OF MARK F
 CQ0553'3402(LA.GEOD.S.), 55 FEET NORTHWEST OF MILEPOST NO. 20, 25 FEET EAST
 CQ0553'OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET WEST OF A REFERENCE POST,
 CQ0553'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CQ0553'GROUND.
 CQ0553
 CQ0553                          STATION RECOVERY (1978)
 CQ0553
 CQ0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0553'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1941 ***********************************************************************
 CP1941  DESIGNATION -  V 50
 CP1941  PID         -  CP1941
 CP1941  STATE/COUNTY-  LA/FRANKLIN
 CP1941  USGS QUAD   -  CROWVILLE (1983)
 CP1941
 CP1941                         *CURRENT SURVEY CONTROL
 CP1941  ___________________________________________________________________
 CP1941* NAD 83(1986)-  32 13 23.     (N)    091 36 33.     (W)     SCALED    
 CP1941* NAVD 88     -        26.78   (+/-2cm)      87.9    (feet)  VERTCON   
 CP1941  ___________________________________________________________________
 CP1941  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1941
 CP1941  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1941
 CP1941.The horizontal coordinates were scaled from a topographic map and have
 CP1941.an estimated accuracy of +/- 6 seconds.
 CP1941
 CP1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1941.The vertical order pertains to the NGVD 29 superseded value.
 CP1941
 CP1941.The geoid height was determined by GEOID03.
 CP1941
 CP1941;                    North         East    Units  Estimated Accuracy
 CP1941;SPC LA N     -   191,390.    1,083,970.      MT  (+/- 180 meters Scaled)
 CP1941
 CP1941                          SUPERSEDED SURVEY CONTROL
 CP1941
 CP1941  NGVD 29 (??/??/92)   26.800  (m)           87.93   (f) ADJ UNCH    1 2
 CP1941
 CP1941.Superseded values are not recommended for survey control.
 CP1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1941.See file dsdata.txt to determine how the superseded data were derived.
 CP1941
 CP1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR310660(NAD 83)
 CP1941_MARKER: DB = BENCH MARK DISK
 CP1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1941_STAMPING: V 50 1935
 CP1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1941+STABILITY: SURFACE MOTION
 CP1941
 CP1941  HISTORY     - Date     Condition        Report By
 CP1941  HISTORY     - 1935     MONUMENTED       CGS
 CP1941  HISTORY     - 1966     GOOD             NGS
 CP1941
 CP1941                          STATION DESCRIPTION
 CP1941
 CP1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP1941'1.65 MI SW FROM CROWVILLE.
 CP1941'ABOUT 1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 CP1941'AT CROWVILLE, IN SECTION 1, T 14 N, R 8 E, ON PROPERTY BELONGING TO
 CP1941'JAY L. PAYNE, 74 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 63
 CP1941'FEET WEST OF THE NORTH CORNER OF THE PAYNE RESIDENCE, 55 FEET
 CP1941'NORTHWEST OF THE WEST CORNER OF THE HOUSE, 43 FEET EAST OF A POWER
 CP1941'POLE BEARING A TRANSFORMER, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 CP1941'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0019 ***********************************************************************
 BK0019  DESIGNATION -  V 59
 BK0019  PID         -  BK0019
 BK0019  STATE/COUNTY-  LA/EVANGELINE
 BK0019  USGS QUAD   -  ST LANDRY (1983)
 BK0019
 BK0019                         *CURRENT SURVEY CONTROL
 BK0019  ___________________________________________________________________
 BK0019* NAD 83(1986)-  30 47 57.     (N)    092 15 43.     (W)     SCALED    
 BK0019* NAVD 88     -        19.19   (+/-2cm)      63.0    (feet)  VERTCON   
 BK0019  ___________________________________________________________________
 BK0019  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK0019
 BK0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0019
 BK0019.The horizontal coordinates were scaled from a topographic map and have
 BK0019.an estimated accuracy of +/- 6 seconds.
 BK0019
 BK0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0019.The vertical order pertains to the NGVD 29 superseded value.
 BK0019
 BK0019.The geoid height was determined by GEOID03.
 BK0019
 BK0019;                    North         East    Units  Estimated Accuracy
 BK0019;SPC LA S     -   255,220.      911,130.      MT  (+/- 180 meters Scaled)
 BK0019
 BK0019                          SUPERSEDED SURVEY CONTROL
 BK0019
 BK0019  NGVD 29 (??/??/??)   19.166  (m)           62.88   (f) ADJUSTED    2 0
 BK0019
 BK0019.Superseded values are not recommended for survey control.
 BK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0019.See file dsdata.txt to determine how the superseded data were derived.
 BK0019
 BK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ706075(NAD 83)
 BK0019_MARKER: DB = BENCH MARK DISK
 BK0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0019_STAMPING: V 59 1935
 BK0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0019+STABILITY: SURFACE MOTION
 BK0019
 BK0019  HISTORY     - Date     Condition        Report By
 BK0019  HISTORY     - 1935     MONUMENTED       CGS
 BK0019
 BK0019                          STATION DESCRIPTION
 BK0019
 BK0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0019'3.2 MI S FROM SAINT LANDRY.
 BK0019'3.2 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM SAINT LANDRY,
 BK0019'EVANGELINE PARISH, AT MILEPOST 12, AND 25 FEET WEST OF THE CENTERLINE
 BK0019'OF THE TRACK.  A STANDARD DISK, STAMPED V 59 1935 AND SET IN THE TOP
 BK0019'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1938 ***********************************************************************
 BX1938  DESIGNATION -  V 67
 BX1938  PID         -  BX1938
 BX1938  STATE/COUNTY-  LA/VERNON
 BX1938  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX1938
 BX1938                         *CURRENT SURVEY CONTROL
 BX1938  ___________________________________________________________________
 BX1938* NAD 83(1986)-  31 13 34.     (N)    093 06 03.     (W)     SCALED    
 BX1938* NAVD 88     -        75.10   (+/-2cm)     246.4    (feet)  VERTCON   
 BX1938  ___________________________________________________________________
 BX1938  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BX1938
 BX1938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1938
 BX1938.The horizontal coordinates were scaled from a topographic map and have
 BX1938.an estimated accuracy of +/- 6 seconds.
 BX1938
 BX1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1938.The vertical order pertains to the NGVD 29 superseded value.
 BX1938
 BX1938.The geoid height was determined by GEOID03.
 BX1938
 BX1938;                    North         East    Units  Estimated Accuracy
 BX1938;SPC LA N     -    80,670.      942,760.      MT  (+/- 180 meters Scaled)
 BX1938
 BX1938                          SUPERSEDED SURVEY CONTROL
 BX1938
 BX1938  NGVD 29 (??/??/??)   75.165  (m)          246.60   (f) ADJUSTED    2 0
 BX1938
 BX1938.Superseded values are not recommended for survey control.
 BX1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1938.See file dsdata.txt to determine how the superseded data were derived.
 BX1938
 BX1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ903546(NAD 83)
 BX1938_MARKER: DB = BENCH MARK DISK
 BX1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1938_STAMPING: V 67 1935
 BX1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1938+STABILITY: SURFACE MOTION
 BX1938
 BX1938  HISTORY     - Date     Condition        Report By
 BX1938  HISTORY     - 1935     MONUMENTED       CGS
 BX1938  HISTORY     - 1954     GOOD             CGS
 BX1938  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1938  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1938
 BX1938                          STATION DESCRIPTION
 BX1938
 BX1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BX1938'6.2 MI SW FROM SIMPSON.
 BX1938'6.2 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM THE HIGH SCHOOL AT
 BX1938'SIMPSON, VERNON PARISH, 140 YARDS NORTHEAST OF A LONG BRIDGE, 42 YARDS
 BX1938'SOUTHWEST OF THE CENTER OF A SMALL BRIDGE, 12 YARDS SOUTHEAST OF THE
 BX1938'CENTERLINE OF THE HIGHWAY, 41 FEET NORTHWEST OF THE CENTERLINE OF THE
 BX1938'HIGHWAY, 233 FEET WEST OF THE CENTERLINE OF THE INTERSECTION AND 133
 BX1938'FEET NORTH NORTHEAST OF THE HIGHWAY AND THE CENTERLINE OF A BRIDGE. A
 BX1938'STANDARD DISK, STAMPED V 67 1935 AND SET IN THE TOP OF A CONCRETE POST
 BX1938'PROJECTING 0.4 INCHES.
 BX1938
 BX1938                          STATION RECOVERY (1994)
 BX1938
 BX1938'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1938'MARK NOT FOUND.
 BX1938
 BX1938                          STATION RECOVERY (2001)
 BX1938
 BX1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1938'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1803 ***********************************************************************
 BJ1803  DESIGNATION -  V 75
 BJ1803  PID         -  BJ1803
 BJ1803  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1803  USGS QUAD   -  ROSELAND (1981)
 BJ1803
 BJ1803                         *CURRENT SURVEY CONTROL
 BJ1803  ___________________________________________________________________
 BJ1803* NAD 83(1986)-  30 49 29.     (N)    090 33 24.     (W)     SCALED    
 BJ1803* NAVD 88     -        71.21   (+/-2cm)     233.6    (feet)  VERTCON   
 BJ1803  ___________________________________________________________________
 BJ1803  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1803
 BJ1803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1803
 BJ1803.The horizontal coordinates were scaled from a topographic map and have
 BJ1803.an estimated accuracy of +/- 6 seconds.
 BJ1803
 BJ1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1803.The vertical order pertains to the NGVD 29 superseded value.
 BJ1803
 BJ1803.The geoid height was determined by GEOID03.
 BJ1803
 BJ1803;                    North         East    Units  Estimated Accuracy
 BJ1803;SPC LA S     -   257,940.    1,074,310.      MT  (+/- 180 meters Scaled)
 BJ1803
 BJ1803                          SUPERSEDED SURVEY CONTROL
 BJ1803
 BJ1803  NGVD 29 (??/??/??)   71.223  (m)          233.67   (f) ADJUSTED    2 0
 BJ1803
 BJ1803.Superseded values are not recommended for survey control.
 BJ1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1803.See file dsdata.txt to determine how the superseded data were derived.
 BJ1803
 BJ1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ337127(NAD 83)
 BJ1803_MARKER: DB = BENCH MARK DISK
 BJ1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1803_STAMPING: V 75 1935 233.904
 BJ1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1803+STABILITY: SURFACE MOTION
 BJ1803
 BJ1803  HISTORY     - Date     Condition        Report By
 BJ1803  HISTORY     - 1935     MONUMENTED       CGS
 BJ1803  HISTORY     - 1954     GOOD             CGS
 BJ1803  HISTORY     - 1958     GOOD             USGS
 BJ1803  HISTORY     - 1978     MARK NOT FOUND   USGS
 BJ1803
 BJ1803                          STATION DESCRIPTION
 BJ1803
 BJ1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ1803'2.8 MI W FROM FLUKER.
 BJ1803'LOCATED 2.8 MILES WEST ALONG STATE HIGHWAY 35 FROM THE ILLINOIS
 BJ1803'CENTRAL RAILROAD STATION IN FLUKER, ABOUT 0.15 MILE EAST OF A LOOKOUT
 BJ1803'TOWER, 900 FEET WEST OF A 30 FOOT WOODEN BRIDGE, 54 FEET NORTH OF THE
 BJ1803'CENTERLINE OF STATE HIGHWAY 35 AND ABOUT 100 YARDS EAST OF THE TOP OF
 BJ1803'A GRADE.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BJ1803'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 BJ1803
 BJ1803                          STATION RECOVERY (1958)
 BJ1803
 BJ1803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BJ1803'RECOVERED IN GOOD CONDITION.
 BJ1803
 BJ1803                          STATION RECOVERY (1978)
 BJ1803
 BJ1803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BJ1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1246 ***********************************************************************
 BJ1246  DESIGNATION -  V 80 RESET 1961
 BJ1246  PID         -  BJ1246
 BJ1246  STATE/COUNTY-  LA/WASHINGTON
 BJ1246  USGS QUAD   -  FRANKLINTON (1983)
 BJ1246
 BJ1246                         *CURRENT SURVEY CONTROL
 BJ1246  ___________________________________________________________________
 BJ1246* NAD 83(1986)-  30 50 39.     (N)    090 09 18.     (W)     SCALED    
 BJ1246* NAVD 88     -        47.705  (meters)     156.51   (feet)  ADJUSTED  
 BJ1246  ___________________________________________________________________
 BJ1246  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BJ1246  DYNAMIC HT  -          47.643 (meters)     156.31  (feet)  COMP
 BJ1246  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BJ1246
 BJ1246  VERT ORDER  -  SECOND    CLASS I
 BJ1246
 BJ1246.The horizontal coordinates were scaled from a topographic map and have
 BJ1246.an estimated accuracy of +/- 6 seconds.
 BJ1246
 BJ1246.The orthometric height was determined by differential leveling
 BJ1246.and adjusted by the National Geodetic Survey in February 1994..
 BJ1246
 BJ1246.The geoid height was determined by GEOID03.
 BJ1246
 BJ1246.The dynamic height is computed by dividing the NAVD 88
 BJ1246.geopotential number by the normal gravity value computed on the
 BJ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1246.degrees latitude (g = 980.6199 gals.).
 BJ1246
 BJ1246.The modeled gravity was interpolated from observed gravity values.
 BJ1246
 BJ1246;                    North         East    Units  Estimated Accuracy
 BJ1246;SPC LA S     -   260,430.    1,112,720.      MT  (+/- 180 meters Scaled)
 BJ1246
 BJ1246                          SUPERSEDED SURVEY CONTROL
 BJ1246
 BJ1246  NGVD 29 (??/??/??)   47.80   (m)          156.8    (f) RESET       3  
 BJ1246
 BJ1246.Superseded values are not recommended for survey control.
 BJ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1246.See file dsdata.txt to determine how the superseded data were derived.
 BJ1246
 BJ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ720157(NAD 83)
 BJ1246_MARKER: DB = BENCH MARK DISK
 BJ1246_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ1246_STAMPING: V 80 RESET 1961
 BJ1246_MARK LOGO: CGS   
 BJ1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1246+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 BJ1246
 BJ1246  HISTORY     - Date     Condition        Report By
 BJ1246  HISTORY     - 1961     MONUMENTED       CGS
 BJ1246  HISTORY     - 1982     GOOD             LADTD
 BJ1246  HISTORY     - 1982     GOOD             LADTD
 BJ1246  HISTORY     - 1984     GOOD             LADTD
 BJ1246  HISTORY     - 20030602 GOOD             LADTD
 BJ1246
 BJ1246                          STATION DESCRIPTION
 BJ1246
 BJ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BJ1246'IN FRANKLINTON.
 BJ1246'LOCATED AT FRANKLINTON, LOUISIANA, WASHINGTON PARISH, AT THE NORTH
 BJ1246'SIDE OF THE WASHINGTON PARISH COURTHOUSE, 22 FEET WEST OF THE
 BJ1246'NORTHEAST CORNER OF THE COURTHOUSE, 5 FEET NORTH OF THE CENTER OF A
 BJ1246'WINDOW, 1.5 FEET SOUTH OF THE NORTH EDGE OF THE WALK AROUND THE
 BJ1246'COURTHOUSE, 3 FEET ABOVE THE LEVEL OF THE GROUND.  IT IS A STANDARD
 BJ1246'DISK, STAMPED V 80 RESET 1961, SET FLUSH IN THE CONCRETE WALK AROUND
 BJ1246'THE COURTHOUSE, OPPOSITE THE CENTER OF THE FIRST WINDOW WEST OF THE
 BJ1246'NORTHEAST CORNER OF THE BUILDING.
 BJ1246
 BJ1246                          STATION RECOVERY (1982)
 BJ1246
 BJ1246'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1246'RECOVERED IN GOOD CONDITION.
 BJ1246
 BJ1246                          STATION RECOVERY (1982)
 BJ1246
 BJ1246'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1246'RECOVERED IN GOOD CONDITION.
 BJ1246
 BJ1246                          STATION RECOVERY (1984)
 BJ1246
 BJ1246'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ1246'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ1246'THE MARK IS 1.22 M ABOVE HIGHWAY 10.
 BJ1246
 BJ1246                          STATION RECOVERY (2003)
 BJ1246
 BJ1246'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1037 ***********************************************************************
 BX1037  DESIGNATION -  V 96
 BX1037  PID         -  BX1037
 BX1037  STATE/COUNTY-  LA/NATCHITOCHES
 BX1037  USGS QUAD   -  LENA (1992)
 BX1037
 BX1037                         *CURRENT SURVEY CONTROL
 BX1037  ___________________________________________________________________
 BX1037* NAD 83(1986)-  31 28 37.     (N)    092 48 08.     (W)     SCALED    
 BX1037* NAVD 88     -        38.09   (+/-2cm)     125.0    (feet)  VERTCON   
 BX1037  ___________________________________________________________________
 BX1037  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1037
 BX1037  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1037
 BX1037.The horizontal coordinates were scaled from a topographic map and have
 BX1037.an estimated accuracy of +/- 6 seconds.
 BX1037
 BX1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1037.The vertical order pertains to the NGVD 29 superseded value.
 BX1037
 BX1037.The geoid height was determined by GEOID03.
 BX1037
 BX1037;                    North         East    Units  Estimated Accuracy
 BX1037;SPC LA N     -   108,360.      971,280.      MT  (+/- 180 meters Scaled)
 BX1037
 BX1037                          SUPERSEDED SURVEY CONTROL
 BX1037
 BX1037  NGVD 29 (??/??/??)   38.104  (m)          125.01   (f) ADJUSTED    1 2
 BX1037
 BX1037.Superseded values are not recommended for survey control.
 BX1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1037.See file dsdata.txt to determine how the superseded data were derived.
 BX1037
 BX1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ187824(NAD 83)
 BX1037_MARKER: DB = BENCH MARK DISK
 BX1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1037_STAMPING: V96 1938
 BX1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1037+STABILITY: SURFACE MOTION
 BX1037
 BX1037  HISTORY     - Date     Condition        Report By
 BX1037  HISTORY     - 1938     MONUMENTED       CGS
 BX1037
 BX1037                          STATION DESCRIPTION
 BX1037
 BX1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1037'3.7 MI SE FROM CHOPIN.
 BX1037'3.7 MILES SE OF THE R.R. STATION AT A PRIVATE CROSSING OVER THE R.R.
 BX1037'AT MILE POST 219.  ON THE SOUTH ROW OF THE TEXAS AND PACIFIC R.R. 11
 BX1037'FEET WEST OF THE MILE POST.  3 FEET WEST OF AN N AND S FENCE LINE. 54
 BX1037'FEET SOUTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1697 ***********************************************************************
 BX1697  DESIGNATION -  V 97
 BX1697  PID         -  BX1697
 BX1697  STATE/COUNTY-  LA/NATCHITOCHES
 BX1697  USGS QUAD   -  PROVENCAL (1992)
 BX1697
 BX1697                         *CURRENT SURVEY CONTROL
 BX1697  ___________________________________________________________________
 BX1697* NAD 83(1986)-  31 39 20.     (N)    093 12 30.     (W)     SCALED    
 BX1697* NAVD 88     -        50.20   (+/-2cm)     164.7    (feet)  VERTCON   
 BX1697  ___________________________________________________________________
 BX1697  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1697
 BX1697  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1697
 BX1697.The horizontal coordinates were scaled from a topographic map and have
 BX1697.an estimated accuracy of +/- 6 seconds.
 BX1697
 BX1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1697.The vertical order pertains to the NGVD 29 superseded value.
 BX1697
 BX1697.The geoid height was determined by GEOID03.
 BX1697
 BX1697;                    North         East    Units  Estimated Accuracy
 BX1697;SPC LA N     -   128,340.      932,820.      MT  (+/- 180 meters Scaled)
 BX1697
 BX1697                          SUPERSEDED SURVEY CONTROL
 BX1697
 BX1697  NGVD 29 (??/??/??)   50.255  (m)          164.88   (f) ADJUSTED    1 2
 BX1697
 BX1697.Superseded values are not recommended for survey control.
 BX1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1697.See file dsdata.txt to determine how the superseded data were derived.
 BX1697
 BX1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR802022(NAD 83)
 BX1697_MARKER: DB = BENCH MARK DISK
 BX1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1697_SP_SET: CONCRETE BLOCK
 BX1697_STAMPING: V 97 1938
 BX1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1697
 BX1697  HISTORY     - Date     Condition        Report By
 BX1697  HISTORY     - 1938     MONUMENTED       CGS
 BX1697  HISTORY     - 1970     GOOD             LADTD
 BX1697  HISTORY     - 19950506 GOOD             USPSQD
 BX1697  HISTORY     - 20010922 GOOD             USPSQD
 BX1697  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1697
 BX1697                          STATION DESCRIPTION
 BX1697
 BX1697'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1697'0.45 MI W FROM PROVENCAL.
 BX1697'ABOUT .45 MILES WEST ALONG BLACK TOP PARISH ROAD FROM THE POST OFFICE
 BX1697'IN PROVENCAL.  .35 MILES WEST OF B.M. 35V30.  141 FEET NORTH OF
 BX1697'CENTERLINE OF BLACK TOP PARISH ROAD.  72 FEET WEST OF CENTER OF GRAVEL
 BX1697'DRIVEWAY LEADING NORTH.  30 FEET NORTH OF CENTER OF GRAVEL LOOP OFF OF
 BX1697'BLACK TOP PARISH ROAD.  SET IN TOP OF A CONCRETE BLOCK PROJECTING 6
 BX1697'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT NORTH OF
 BX1697'THE MARKER.
 BX1697
 BX1697                          STATION RECOVERY (1995)
 BX1697
 BX1697'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1697'RECOVERED IN GOOD CONDITION.
 BX1697
 BX1697                          STATION RECOVERY (2001)
 BX1697
 BX1697'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1697'RECOVERED IN GOOD CONDITION.
 BX1697
 BX1697                          STATION RECOVERY (2006)
 BX1697
 BX1697'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BX1697'THERE IS NO EAST-WEST REFERENCE SINCE THE DRIVEWAY NOTED HAS
 BX1697'APPARENTLY BE RELOCATED.  MARK IS NOT OBVIOUS AND NO LOCAL RESIDENTS
 BX1697'WERE AVAILABLE TO QUESTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1615 ***********************************************************************
 CQ1615  DESIGNATION -  V 98
 CQ1615  PID         -  CQ1615
 CQ1615  STATE/COUNTY-  LA/BIENVILLE
 CQ1615  USGS QUAD   -  FRYEBURG (1986)
 CQ1615
 CQ1615                         *CURRENT SURVEY CONTROL
 CQ1615  ___________________________________________________________________
 CQ1615* NAD 83(1986)-  32 24 12.     (N)    093 13 43.     (W)     SCALED    
 CQ1615* NAVD 88     -        75.76   (+/-2cm)     248.6    (feet)  VERTCON   
 CQ1615  ___________________________________________________________________
 CQ1615  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1615
 CQ1615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1615
 CQ1615.The horizontal coordinates were scaled from a topographic map and have
 CQ1615.an estimated accuracy of +/- 6 seconds.
 CQ1615
 CQ1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1615.The vertical order pertains to the NGVD 29 superseded value.
 CQ1615
 CQ1615.The geoid height was determined by GEOID03.
 CQ1615
 CQ1615;                    North         East    Units  Estimated Accuracy
 CQ1615;SPC LA N     -   211,270.      931,460.      MT  (+/- 180 meters Scaled)
 CQ1615
 CQ1615                          SUPERSEDED SURVEY CONTROL
 CQ1615
 CQ1615  NGVD 29 (??/??/??)   75.824  (m)          248.77   (f) ADJUSTED    2 0
 CQ1615
 CQ1615.Superseded values are not recommended for survey control.
 CQ1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1615.See file dsdata.txt to determine how the superseded data were derived.
 CQ1615
 CQ1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR785851(NAD 83)
 CQ1615_MARKER: DB = BENCH MARK DISK
 CQ1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1615_STAMPING: V-98 1938
 CQ1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1615+STABILITY: SURFACE MOTION
 CQ1615
 CQ1615  HISTORY     - Date     Condition        Report By
 CQ1615  HISTORY     - 1938     MONUMENTED       CGS
 CQ1615
 CQ1615                          STATION DESCRIPTION
 CQ1615
 CQ1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1615'0.9 MI SE FROM FRYBURG.
 CQ1615'ABOUT 0.9 MILE SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1615'THE STATION AT FRYEBURG, BIENVILLE PARISH, ABOUT 100 YARDS NORTHWEST
 CQ1615'OF MILEAGE 93.10, AT A 4- BY 5-FOOT CONCRETE BOX CULVERT, AND IN THE
 CQ1615'NORTH END OF THE EAST HEAD WALL.  A STANDARD DISK, STAMPED V 98 1938
 CQ1615'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1971 ***********************************************************************
 BX1971  DESIGNATION -  V 99
 BX1971  PID         -  BX1971
 BX1971  STATE/COUNTY-  LA/SABINE
 BX1971  USGS QUAD   -  FLORIEN (1997)
 BX1971
 BX1971                         *CURRENT SURVEY CONTROL
 BX1971  ___________________________________________________________________
 BX1971* NAD 83(1986)-  31 23 34.     (N)    093 26 36.     (W)     SCALED    
 BX1971* NAVD 88     -        63.70   (+/-2cm)     209.0    (feet)  VERTCON   
 BX1971  ___________________________________________________________________
 BX1971  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX1971
 BX1971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1971
 BX1971.The horizontal coordinates were scaled from a topographic map and have
 BX1971.an estimated accuracy of +/- 6 seconds.
 BX1971
 BX1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1971.The vertical order pertains to the NGVD 29 superseded value.
 BX1971
 BX1971.The geoid height was determined by GEOID03.
 BX1971
 BX1971;                    North         East    Units  Estimated Accuracy
 BX1971;SPC LA N     -    99,380.      910,280.      MT  (+/- 180 meters Scaled)
 BX1971
 BX1971                          SUPERSEDED SURVEY CONTROL
 BX1971
 BX1971  NGVD 29 (??/??/??)   63.781  (m)          209.25   (f) ADJUSTED    2 0
 BX1971
 BX1971.Superseded values are not recommended for survey control.
 BX1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1971.See file dsdata.txt to determine how the superseded data were derived.
 BX1971
 BX1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ578732(NAD 83)
 BX1971_MARKER: DB = BENCH MARK DISK
 BX1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1971_STAMPING: V 99 1938
 BX1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1971+STABILITY: SURFACE MOTION
 BX1971
 BX1971  HISTORY     - Date     Condition        Report By
 BX1971  HISTORY     - 1938     MONUMENTED       CGS
 BX1971  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1971
 BX1971                          STATION DESCRIPTION
 BX1971
 BX1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1971'3.8 MI S FROM FLORIEN.
 BX1971'3.8 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1971'STATION AT FLORIEN, SABINE PARISH, 360 FEET SOUTH OF MILEPOST 646, AT
 BX1971'THE SOUTH END OF A CUT, AND 31 FEET EAST OF THE EAST RAIL.  A STANDARD
 BX1971'DISK, STAMPED V 99 1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX1971
 BX1971                          STATION RECOVERY (2001)
 BX1971
 BX1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1971'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3121 ***********************************************************************
 AU3121  DESIGNATION -  VACHERIE 2
 AU3121  PID         -  AU3121
 AU3121  STATE/COUNTY-  LA/ST JAMES
 AU3121  USGS QUAD   -  LOWER VACHERIE (1980)
 AU3121
 AU3121                         *CURRENT SURVEY CONTROL
 AU3121  ___________________________________________________________________
 AU3121* NAD 83(1992)-  29 57 55.57401(N)    090 42 49.47570(W)     ADJUSTED  
 AU3121* NAVD 88     -         2.6  **(meters)       9.   **(feet)  VERTCON   
 AU3121  **This station is located in a subsidence area (see below).
 AU3121  ___________________________________________________________________
 AU3121  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AU3121  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU3121
 AU3121  HORZ ORDER  -  FIRST
 AU3121
 AU3121.The horizontal coordinates were established by classical geodetic methods
 AU3121.and adjusted by the National Geodetic Survey in January 1993..
 AU3121
 AU3121 ** The orthometric height has not been validated since last determined
 AU3121 ** by differential leveling and should not be used for control purposes.
 AU3121 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3121 ** area with valid NAVD 88 orthometric heights.
 AU3121 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3121 ** epoch indicated which incorporates improved geoid heights for the
 AU3121 ** Southern Louisiana Subsidence area.
 AU3121 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3121
 AU3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3121
 AU3121.The geoid height was determined by GEOID03.
 AU3121
 AU3121;                    North         East     Units Scale Factor Converg.
 AU3121;SPC LA S     -   162,597.005 1,059,797.927   MT  0.99992593   +0 18 35.3
 AU3121;SPC LA S     -   533,453.67  3,477,020.37   sFT  0.99992593   +0 18 35.3
 AU3121;UTM  15      - 3,317,154.700   720,610.092   MT  1.00020050   +1 08 32.6
 AU3121
 AU3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3121!SPC LA S     -   1.00000370  x   0.99992593  =   0.99992963
 AU3121!UTM  15      -   1.00000370  x   1.00020050  =   1.00020420
 AU3121
 AU3121|---------------------------------------------------------------------|
 AU3121| PID    Reference Object                     Distance      Geod. Az  |
 AU3121|                                                           dddmmss.s |
 AU3121| DD8207 VACHERIE 2 RM 4                      24.722 METERS 11246     |
 AU3121| AU3115 VACHERIE                             58.971 METERS 23622     |
 AU3121| DD8209 VACHERIE 2 RM 6                                    3310909.9 |
 AU3121| DD8208 VACHERIE 2 RM 5                      23.686 METERS 34337     |
 AU3121|---------------------------------------------------------------------|
 AU3121
 AU3121                          SUPERSEDED SURVEY CONTROL
 AU3121
 AU3121  NAD 83(1986)-  29 57 55.59195(N)    090 42 49.47678(W) AD(       ) 1
 AU3121  NAD 27      -  29 57 54.85809(N)    090 42 49.15014(W) AD(       ) 1
 AU3121  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 AU3121
 AU3121.Superseded values are not recommended for survey control.
 AU3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3121.See file dsdata.txt to determine how the superseded data were derived.
 AU3121
 AU3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2061017155(NAD 83)
 AU3121_MARKER: DS = TRIANGULATION STATION DISK
 AU3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3121
 AU3121  HISTORY     - Date     Condition        Report By
 AU3121  HISTORY     - 1973     MONUMENTED       NGS
 AU3121
 AU3121                          STATION DESCRIPTION
 AU3121
 AU3121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 AU3121'THE STATION IS ABOUT 8.5 MILES NORTH-NORTHEAST OF CHOCTAW, 7.5 MILES
 AU3121'SOUTHEAST OF CONVENT, 7.5 MILES NORTHEAST OF CHACKBAY, 7.5 MILES
 AU3121'SOUTHWEST OF GARYVILLE AND 2.3 MILES SOUTH OF VACHERIE.  IT IS AT
 AU3121'THE SOUTH END OF PARKING LOT OF THE HOSPITAL GROUNDS.  THE PROPERTY
 AU3121'OF THE ST JAMES PARISH POLICE JURY.  PERMISSION TO ESTABLISH THE
 AU3121'STATION WAS GRANTED BY MR. BRAZAN ADDRESS IS POST OFFICE BOX 126,
 AU3121'VACHERIE, LOUISIANA.  PHONE 504-265-3998.
 AU3121'
 AU3121'TO REACH THE STATION FROM THE POST OFFICE IN VACHERIE, GO SOUTHERLY
 AU3121'ON STATE HIGHWAY 20 FOR 2.15 MILES TO THE AZIMUTH MARK ON THE LEFT,
 AU3121'EAST SIDE OF ROAD, CONTINUE SOUTHERLY ON STATE HIGHWAY 20 FOR 0.15
 AU3121'MILE TO THE STATION ON THE LEFT, EAST SIDE OF ROAD AND THE STATION
 AU3121'AT THE SOUTH END OF PARKING LOT, AS DESCRIBED.
 AU3121'
 AU3121'THE STATION IS MARKED BY A STANDARD DISK STAMPED VACHERIE 2 1972.
 AU3121'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU3121'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 122.6
 AU3121'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 20, 42 FEET NORTH OF
 AU3121'THE APPROXIMATE CENTER OF PAVED DRIVEWAY AND 27 FEET SOUTH OF
 AU3121'THE END OF PARKING LOT.  THERE IS NO UNDERGROUND MARK.
 AU3121'
 AU3121'VACHERIE 1929, THE DISK IS DEEP CUT AND THE MARK IS TILTED
 AU3121'ALL THAT IS LEGIBLE ON THE DISK IS THE TRIANGLE AND 29.  THE MARK IS
 AU3121'SOLID IN THE GROUND.  IT IS 96 FEET WEST OF TELEPHONE JUNCTION BOX
 AU3121'AND 69 FEET WEST OF CENTERLINE OF STATE HIGHWAY 20.  THE MARK IS NOW
 AU3121'ABOUT 24 INCHES BELOW THE GROUND SURFACE.
 AU3121'
 AU3121'REFERENCE MARK 4, A STANDARD DISK STAMPED VACHERIE 2 NO. 4 1972, IS
 AU3121'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1
 AU3121'INCH BELOW GROUND SURFACE.  IT IS 36.5 FEET SOUTH-SOUTHWEST OF A
 AU3121'METAL POLE WITH LIGHT ON TOP, 35 FEET WEST-SOUTHWEST OF A METAL COVER
 AU3121'OF STORM SEWER AND 13 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 AU3121'CENTER OF PAVED DRIVEWAY.
 AU3121'
 AU3121'REFERENCE MARK 5, A STANDARD DISK STAMPED VACHERIE 2 NO. 5 1972, IS
 AU3121'CEMENTED IN DRILL HOLE IN THE SIDEWALK AND SET FLUSH WITH THE
 AU3121'SURFACE OF THE SIDEWALK.  IT IS 31.3 FEET NORTHWEST OF A METAL POLE
 AU3121'WITH LIGHT ON TOP, 31 FEET SOUTH-SOUTHWEST OF METAL POST WITH LIGHT
 AU3121'ON TOP AND 0.5 FEET EAST-NORTHEAST OF THE WEST EDGE OF SIDEWALK.
 AU3121'
 AU3121'REFERENCE MARK 6 (AZIMUTH MARK), A STANDARD DISK STAMPED VACHERIE 2
 AU3121'NO. 6 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU3121'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET
 AU3121'EAST OF THE CENTERLINE OF STATE HIGHWAY 20, 3.2 FEET
 AU3121'SOUTH-SOUTHWEST OF POWERLINE POLE AND 2.8 FEET SOUTH OF METAL
 AU3121'WITNESS POST WITH SIGN ATTACHED.
 AU3121'
 AU3121'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4410 ***********************************************************************
 BJ4410  DESIGNATION -  VACHERIE SOUTHDOWN STACK
 BJ4410  PID         -  BJ4410
 BJ4410  STATE/COUNTY-  LA/ST JAMES
 BJ4410  USGS QUAD   -  LUTCHER (1994)
 BJ4410
 BJ4410                         *CURRENT SURVEY CONTROL
 BJ4410  ___________________________________________________________________
 BJ4410* NAD 83(1992)-  30 00 10.78216(N)    090 44 09.54985(W)     ADJUSTED  
 BJ4410* NAVD 88     -                                                        
 BJ4410  **This station is located in a subsidence area (see below).
 BJ4410  ___________________________________________________________________
 BJ4410  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ4410  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BJ4410
 BJ4410  HORZ ORDER  -  THIRD
 BJ4410
 BJ4410.The horizontal coordinates were established by classical geodetic methods
 BJ4410.and adjusted by the National Geodetic Survey in January 1993..
 BJ4410
 BJ4410 ** The orthometric height has not been validated since last determined
 BJ4410 ** by differential leveling and should not be used for control purposes.
 BJ4410 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4410 ** area with valid NAVD 88 orthometric heights.
 BJ4410 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4410 ** epoch indicated which incorporates improved geoid heights for the
 BJ4410 ** Southern Louisiana Subsidence area.
 BJ4410 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4410
 BJ4410.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4410
 BJ4410.The geoid height was determined by GEOID03.
 BJ4410
 BJ4410;                    North         East     Units Scale Factor Converg.
 BJ4410;SPC LA S     -   166,748.607 1,057,629.544   MT  0.99992575   +0 17 55.3
 BJ4410;SPC LA S     -   547,074.39  3,469,906.26   sFT  0.99992575   +0 17 55.3
 BJ4410;UTM  15      - 3,321,275.436   718,380.966   MT  1.00018842   +1 07 57.2
 BJ4410
 BJ4410                          SUPERSEDED SURVEY CONTROL
 BJ4410
 BJ4410  NAD 83(1986)-  30 00 10.79989(N)    090 44 09.55061(W) AD(       ) 4
 BJ4410  NAD 27      -  30 00 10.06905(N)    090 44 09.22183(W) AD(       ) 3
 BJ4410
 BJ4410.Superseded values are not recommended for survey control.
 BJ4410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4410.See file dsdata.txt to determine how the superseded data were derived.
 BJ4410
 BJ4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1838121275(NAD 83)
 BJ4410_MARKER: 63 = STACK
 BJ4410
 BJ4410  HISTORY     - Date     Condition        Report By
 BJ4410  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4410
 BJ4410                          STATION DESCRIPTION
 BJ4410
 BJ4410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4410'THE POINT INTERSECTED WAS THE TOP CENTER OF THE VACHERIE, SOUTHDOWN
 BJ4410'SUGARS INCORPORATED, STACK THAT IS LOCATED ABOUT 0.4 MILE WEST OF
 BJ4410'THE JUNCTION OF STATE HIGHWAYS 18 AND 20 IN VACHERIE AND 0.2 MILE
 BJ4410'SOUTH OF STATE HIGHWAY 18.  IT IS A METAL STACK, THE TALLEST ONE OF
 BJ4410'THREE, PAINTED BLACK IN COLOR AND IS 165 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4409 ***********************************************************************
 BJ4409  DESIGNATION -  VACHERIE WATER TANK
 BJ4409  PID         -  BJ4409
 BJ4409  STATE/COUNTY-  LA/ST JAMES
 BJ4409  USGS QUAD   -  LUTCHER (1994)
 BJ4409
 BJ4409                         *CURRENT SURVEY CONTROL
 BJ4409  ___________________________________________________________________
 BJ4409* NAD 83(1992)-  30 00 18.98909(N)    090 43 42.51554(W)     ADJUSTED  
 BJ4409* NAVD 88     -                                                        
 BJ4409  **This station is located in a subsidence area (see below).
 BJ4409  ___________________________________________________________________
 BJ4409  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ4409  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BJ4409
 BJ4409  HORZ ORDER  -  THIRD
 BJ4409
 BJ4409.The horizontal coordinates were established by classical geodetic methods
 BJ4409.and adjusted by the National Geodetic Survey in January 1993..
 BJ4409
 BJ4409 ** The orthometric height has not been validated since last determined
 BJ4409 ** by differential leveling and should not be used for control purposes.
 BJ4409 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4409 ** area with valid NAVD 88 orthometric heights.
 BJ4409 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4409 ** epoch indicated which incorporates improved geoid heights for the
 BJ4409 ** Southern Louisiana Subsidence area.
 BJ4409 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4409
 BJ4409.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4409
 BJ4409.The geoid height was determined by GEOID03.
 BJ4409
 BJ4409;                    North         East     Units Scale Factor Converg.
 BJ4409;SPC LA S     -   167,005.096 1,058,352.691   MT  0.99992575   +0 18 08.8
 BJ4409;SPC LA S     -   547,915.89  3,472,278.79   sFT  0.99992575   +0 18 08.8
 BJ4409;UTM  15      - 3,321,542.493   719,100.494   MT  1.00019231   +1 08 11.0
 BJ4409
 BJ4409                          SUPERSEDED SURVEY CONTROL
 BJ4409
 BJ4409  NAD 83(1986)-  30 00 19.00680(N)    090 43 42.51635(W) AD(       ) 4
 BJ4409  NAD 27      -  30 00 18.27610(N)    090 43 42.18845(W) AD(       ) 3
 BJ4409
 BJ4409.Superseded values are not recommended for survey control.
 BJ4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4409.See file dsdata.txt to determine how the superseded data were derived.
 BJ4409
 BJ4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1910021542(NAD 83)
 BJ4409_MARKER: 53 = ELEVATED TANK
 BJ4409
 BJ4409  HISTORY     - Date     Condition        Report By
 BJ4409  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4409
 BJ4409                          STATION DESCRIPTION
 BJ4409
 BJ4409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4409'TO REACH THE WATER TANK FROM THE JUNCTION OF STATE HIGHWAYS 18 AND
 BJ4409'20 IN THE NORTH EDGE OF VACHERIE, GO SOUTH ON STATE HIGHWAY 20 FOR
 BJ4409'0.2 MILE TO THE WATER TANK ON THE LEFT.  IT IS OWNED BY THE ST
 BJ4409'JAMES PARISH UTILITIES.
 BJ4409'
 BJ4409'IT IS A 4-CHANNEL IRON LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 BJ4409'PROPER, PAINTED SILVER WITH LETTERING VACHERIE AND HAS AN OVERALL
 BJ4409'HEIGHT OF 130 FEET.
 BJ4409'
 BJ4409'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6214 ***********************************************************************
 AH6214  DESIGNATION -  VALB 01
 AH6214  PID         -  AH6214
 AH6214  STATE/COUNTY-  LA/TERREBONNE
 AH6214  USGS QUAD   -  HOUMA (1980)
 AH6214
 AH6214                         *CURRENT SURVEY CONTROL
 AH6214  ___________________________________________________________________
 AH6214* NAD 83(1992)-  29 34 54.31362(N)    090 43 46.34780(W)     ADJUSTED  
 AH6214* NAVD 88     -         2.0  **(meters)       7.   **(feet)  GPS OBS   
 AH6214  **This station is located in a subsidence area (see below).
 AH6214  ___________________________________________________________________
 AH6214  X           -     -70,681.827 (meters)                     COMP
 AH6214  Y           -  -5,550,820.597 (meters)                     COMP
 AH6214  Z           -   3,130,127.128 (meters)                     COMP
 AH6214  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6214  ELLIP HEIGHT-         -23.42  (meters)          (02/21/02) GPS OBS
 AH6214  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6214
 AH6214  HORZ ORDER  -  FIRST
 AH6214  ELLP ORDER  -  FIFTH     CLASS I
 AH6214
 AH6214.The horizontal coordinates were established by GPS observations
 AH6214.and adjusted by the National Geodetic Survey in December 1998..
 AH6214
 AH6214 ** The orthometric height has not been validated since last determined
 AH6214 ** by differential leveling and should not be used for control purposes.
 AH6214 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6214 ** area with valid NAVD 88 orthometric heights.
 AH6214 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6214 ** epoch indicated which incorporates improved geoid heights for the
 AH6214 ** Southern Louisiana Subsidence area.
 AH6214 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6214.The orthometric height was determined by GPS observations and a
 AH6214.high-resolution geoid model.
 AH6214
 AH6214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6214
 AH6214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6214
 AH6214.The ellipsoidal height was determined by GPS observations
 AH6214.and is referenced to NAD 83.
 AH6214
 AH6214.The geoid height was determined by GEOID03.
 AH6214
 AH6214;                    North         East     Units Scale Factor Converg.
 AH6214;SPC LA S     -   120,061.417 1,058,497.350   MT  0.99995232   +0 18 06.9
 AH6214;SPC LA S     -   393,901.50  3,472,753.39   sFT  0.99995232   +0 18 06.9
 AH6214;UTM  15      - 3,274,593.581   719,922.646   MT  1.00019681   +1 07 16.7
 AH6214
 AH6214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6214!SPC LA S     -   1.00000368  x   0.99995232  =   0.99995600
 AH6214!UTM  15      -   1.00000368  x   1.00019681  =   1.00020049
 AH6214
 AH6214:                Primary Azimuth Mark                     Grid Az
 AH6214:SPC LA S     -  VALB 02                                  258 46 11.4
 AH6214:UTM  15      -  VALB 02                                  257 57 01.6
 AH6214
 AH6214|---------------------------------------------------------------------|
 AH6214| PID    Reference Object                     Distance      Geod. Az  |
 AH6214|                                                           dddmmss.s |
 AH6214| AH6247 VALB 02                             APPROX. 0.7 KM 2590418.3 |
 AH6214|---------------------------------------------------------------------|
 AH6214
 AH6214                          SUPERSEDED SURVEY CONTROL
 AH6214
 AH6214  ELLIP H (12/17/98)  -23.38   (m)                       GP(       ) 4 2
 AH6214
 AH6214.Superseded values are not recommended for survey control.
 AH6214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6214.See file dsdata.txt to determine how the superseded data were derived.
 AH6214
 AH6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1992374594(NAD 83)
 AH6214_MARKER: DD = SURVEY DISK
 AH6214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6214_STAMPING: VALB 01
 AH6214_MARK LOGO: LA-109
 AH6214_PROJECTION: FLUSH
 AH6214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6214+STABILITY: SURFACE MOTION
 AH6214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6214+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6214
 AH6214  HISTORY     - Date     Condition        Report By
 AH6214  HISTORY     - 1995     MONUMENTED       MPHI
 AH6214
 AH6214                          STATION DESCRIPTION
 AH6214
 AH6214'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6214'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6214'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6214'ON HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO INTERSECTION WITH HWY
 AH6214'311.  TURN RIGHT ON HWY 311 AND TRAVEL WEST FOR 0.4 MI (0.6 KM) TO
 AH6214'INTERSECTION OF HWY 312 (LAFAYETTE STREET).  TURN LEFT ON CIVIC CENTER
 AH6214'BLVD AND TRAVEL WEST FOR 0.2 MI (0.3 KM) TO INTERSECTION OF VALHI
 AH6214'BLVD.  TURN RIGHT ON VALHI BLVD AND TRAVEL NORTH FOR 250 FT (76.2 M)
 AH6214'+/- TO THE INTERSECTION OF HAWTHORNE DRIVE AND THE STATION IS ON THE
 AH6214'RIGHT.  THE STATION IS A 2 INCH DISK IN CONCRETE. THE STATION IS 24.80
 AH6214'FT (7.56 M) NORTH FROM THE CENTERLINE OF VALHI BLVD, 19.30 FT (5.88 M)
 AH6214'SOUTHEAST FROM THE CENTERLINE OF HAWTHORNE DRIVE, 54.60 FT (16.64 M)
 AH6214'NORTHWEST FROM THE FIRE HYDRANT, 8.90 FT (2.71 M) NORTHWEST FROM THE
 AH6214'GAS VALVE, 34.50 FT (10.52 M) EAST FROM THE CATCH BASIN, 32.50 FT
 AH6214'(9.91 M) SOUTHEAST FROM THE CATCH BASIN, AND 13.30 FT (4.05 M)
 AH6214'SOUTHEAST FROM THE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6247 ***********************************************************************
 AH6247  DESIGNATION -  VALB 02
 AH6247  PID         -  AH6247
 AH6247  STATE/COUNTY-  LA/TERREBONNE
 AH6247  USGS QUAD   -  HOUMA (1980)
 AH6247
 AH6247                         *CURRENT SURVEY CONTROL
 AH6247  ___________________________________________________________________
 AH6247* NAD 83(1992)-  29 34 49.73499(N)    090 44 13.47244(W)     ADJUSTED  
 AH6247* NAVD 88     -         2.2  **(meters)       7.   **(feet)  GPS OBS   
 AH6247  **This station is located in a subsidence area (see below).
 AH6247  ___________________________________________________________________
 AH6247  X           -     -71,412.680 (meters)                     COMP
 AH6247  Y           -  -5,550,881.068 (meters)                     COMP
 AH6247  Z           -   3,130,004.654 (meters)                     COMP
 AH6247  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6247  ELLIP HEIGHT-         -23.16  (meters)          (02/21/02) GPS OBS
 AH6247  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6247
 AH6247  HORZ ORDER  -  FIRST
 AH6247  ELLP ORDER  -  FIFTH     CLASS I
 AH6247
 AH6247.The horizontal coordinates were established by GPS observations
 AH6247.and adjusted by the National Geodetic Survey in December 1998..
 AH6247
 AH6247 ** The orthometric height has not been validated since last determined
 AH6247 ** by differential leveling and should not be used for control purposes.
 AH6247 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6247 ** area with valid NAVD 88 orthometric heights.
 AH6247 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6247 ** epoch indicated which incorporates improved geoid heights for the
 AH6247 ** Southern Louisiana Subsidence area.
 AH6247 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6247.The orthometric height was determined by GPS observations and a
 AH6247.high-resolution geoid model.
 AH6247
 AH6247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6247
 AH6247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6247
 AH6247.The ellipsoidal height was determined by GPS observations
 AH6247.and is referenced to NAD 83.
 AH6247
 AH6247.The geoid height was determined by GEOID03.
 AH6247
 AH6247;                    North         East     Units Scale Factor Converg.
 AH6247;SPC LA S     -   119,916.625 1,057,768.112   MT  0.99995248   +0 17 53.3
 AH6247;SPC LA S     -   393,426.46  3,470,360.88   sFT  0.99995248   +0 17 53.3
 AH6247;UTM  15      - 3,274,438.338   719,195.376   MT  1.00019287   +1 07 03.1
 AH6247
 AH6247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6247!SPC LA S     -   1.00000364  x   0.99995248  =   0.99995612
 AH6247!UTM  15      -   1.00000364  x   1.00019287  =   1.00019651
 AH6247
 AH6247:                Primary Azimuth Mark                     Grid Az
 AH6247:SPC LA S     -  VALB 01                                  078 46 11.6
 AH6247:UTM  15      -  VALB 01                                  077 57 01.8
 AH6247
 AH6247|---------------------------------------------------------------------|
 AH6247| PID    Reference Object                     Distance      Geod. Az  |
 AH6247|                                                           dddmmss.s |
 AH6247| AH6214 VALB 01                             APPROX. 0.7 KM 0790404.9 |
 AH6247| AH6540 VALB 03                             APPROX. 0.9 KM 2862537.5 |
 AH6247|---------------------------------------------------------------------|
 AH6247
 AH6247                          SUPERSEDED SURVEY CONTROL
 AH6247
 AH6247  ELLIP H (12/17/98)  -23.12   (m)                       GP(       ) 4 2
 AH6247
 AH6247.Superseded values are not recommended for survey control.
 AH6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6247.See file dsdata.txt to determine how the superseded data were derived.
 AH6247
 AH6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1919574438(NAD 83)
 AH6247_MARKER: DD = SURVEY DISK
 AH6247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6247_STAMPING: VALB 02
 AH6247_MARK LOGO: LA-109
 AH6247_PROJECTION: FLUSH
 AH6247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6247+STABILITY: SURFACE MOTION
 AH6247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6247+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6247
 AH6247  HISTORY     - Date     Condition        Report By
 AH6247  HISTORY     - 1995     MONUMENTED       MPHI
 AH6247
 AH6247                          STATION DESCRIPTION
 AH6247
 AH6247'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6247'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6247'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6247'ON HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO INTERSECTION WITH HWY
 AH6247'311.  TURN RIGHT ON HWY 311 AND TRAVEL WEST FOR 0.4 MI (0.6 KM) TO
 AH6247'INTERSECTION OF HWY 312 (LAFAYETTE STREET).  TURN LEFT ON CIVIC CENTER
 AH6247'BLVD. AND TRAVEL WEST FOR 0.2 MI (0.3 KM) TO INTERSECTION OF VALHI
 AH6247'BLVD.  TURN RIGHT ON VALHI BLVD AND TRAVEL NORTH FOR 0.5 MI (0.8 KM)
 AH6247'AND THE STATION IS ON THE RIGHT.  THE STATION IS A 2 INCH DISK IN
 AH6247'CONCRETE. THE STATION IS 18.70 FT (5.70 M) NORTHWEST FROM THE
 AH6247'CENTERLINE OF VALHI BLVD., 43.50 FT (13.26 M) SOUTHWEST FROM THE FIRE
 AH6247'HYDRANT, 94.30 FT (28.74 M) SOUTHWEST FROM THE CATCH BASIN, 71.90 FT
 AH6247'(21.92 M) WEST FROM THE POWER POLE WITH A LIGHT, AND 56.90 FT (17.34
 AH6247'M) SOUTHWEST FROM THE CENTERLINE OF THE PROJECTION OF MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6540 ***********************************************************************
 AH6540  DESIGNATION -  VALB 03
 AH6540  PID         -  AH6540
 AH6540  STATE/COUNTY-  LA/TERREBONNE
 AH6540  USGS QUAD   -  HOUMA (1980)
 AH6540
 AH6540                         *CURRENT SURVEY CONTROL
 AH6540  ___________________________________________________________________
 AH6540* NAD 83(1992)-  29 34 58.05794(N)    090 44 45.77325(W)     ADJUSTED  
 AH6540* NAVD 88     -         1.7  **(meters)       6.   **(feet)  GPS OBS   
 AH6540  **This station is located in a subsidence area (see below).
 AH6540  ___________________________________________________________________
 AH6540  X           -     -72,280.287 (meters)                     COMP
 AH6540  Y           -  -5,550,742.893 (meters)                     COMP
 AH6540  Z           -   3,130,227.275 (meters)                     COMP
 AH6540  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6540  ELLIP HEIGHT-         -23.65  (meters)          (02/21/02) GPS OBS
 AH6540  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6540
 AH6540  HORZ ORDER  -  FIRST
 AH6540  ELLP ORDER  -  FIFTH     CLASS I
 AH6540
 AH6540.The horizontal coordinates were established by GPS observations
 AH6540.and adjusted by the National Geodetic Survey in December 1998..
 AH6540
 AH6540 ** The orthometric height has not been validated since last determined
 AH6540 ** by differential leveling and should not be used for control purposes.
 AH6540 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6540 ** area with valid NAVD 88 orthometric heights.
 AH6540 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6540 ** epoch indicated which incorporates improved geoid heights for the
 AH6540 ** Southern Louisiana Subsidence area.
 AH6540 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6540.The orthometric height was determined by GPS observations and a
 AH6540.high-resolution geoid model.
 AH6540
 AH6540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6540
 AH6540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6540
 AH6540.The ellipsoidal height was determined by GPS observations
 AH6540.and is referenced to NAD 83.
 AH6540
 AH6540.The geoid height was determined by GEOID03.
 AH6540
 AH6540;                    North         East     Units Scale Factor Converg.
 AH6540;SPC LA S     -   120,168.387 1,056,897.515   MT  0.99995219   +0 17 37.1
 AH6540;SPC LA S     -   394,252.45  3,467,504.60   sFT  0.99995219   +0 17 37.1
 AH6540;UTM  15      - 3,274,677.680   718,321.060   MT  1.00018815   +1 06 47.4
 AH6540
 AH6540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6540!SPC LA S     -   1.00000371  x   0.99995219  =   0.99995590
 AH6540!UTM  15      -   1.00000371  x   1.00018815  =   1.00019187
 AH6540
 AH6540:                Primary Azimuth Mark                     Grid Az
 AH6540:SPC LA S     -  VALB 02                                  106 07 44.5
 AH6540:UTM  15      -  VALB 02                                  105 18 34.2
 AH6540
 AH6540|---------------------------------------------------------------------|
 AH6540| PID    Reference Object                     Distance      Geod. Az  |
 AH6540|                                                           dddmmss.s |
 AH6540| AH6247 VALB 02                             APPROX. 0.9 KM 1062521.6 |
 AH6540|---------------------------------------------------------------------|
 AH6540
 AH6540                          SUPERSEDED SURVEY CONTROL
 AH6540
 AH6540  ELLIP H (12/17/98)  -23.61   (m)                       GP(       ) 4 2
 AH6540
 AH6540.Superseded values are not recommended for survey control.
 AH6540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6540.See file dsdata.txt to determine how the superseded data were derived.
 AH6540
 AH6540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1832174678(NAD 83)
 AH6540_MARKER: DD = SURVEY DISK
 AH6540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6540_STAMPING: VALB 03
 AH6540_MARK LOGO: LA-109
 AH6540_PROJECTION: FLUSH
 AH6540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6540+STABILITY: SURFACE MOTION
 AH6540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6540+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6540
 AH6540  HISTORY     - Date     Condition        Report By
 AH6540  HISTORY     - 1995     MONUMENTED       MPHI
 AH6540
 AH6540                          STATION DESCRIPTION
 AH6540
 AH6540'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6540'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6540'24 FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HWY 90 WEST.  TURN RIGHT
 AH6540'ON HWY 90 AND TRAVEL WEST FOR 1.3 MI (2.1 KM) TO INTERSECTION WITH HWY
 AH6540'311.  TURN RIGHT ON HWY 311 AND TRAVEL WEST FOR 0.4 MI (0.6 KM) TO
 AH6540'INTERSECTION OF HWY 312 (LAFAYETTE STREET).  TURN LEFT ON CIVIC CENTER
 AH6540'BLVD AND TRAVEL WEST FOR 0.2 MI (0.3 KM) TO INTERSECTION OF VALHI
 AH6540'BLVD.   TURN RIGHT ON VALHI BLVD AND TRAVEL NORTH FOR 1.1 MI (1.8 KM)
 AH6540'AND THE STATION IS ON THE LEFT.  THE STATION IS A 2 INCH DISK IN
 AH6540'CONCRETE. THE STATION IS 16.00 FT (4.88 M) SOUTHWEST FROM THE
 AH6540'CENTERLINE OF VALHI BLVD., 110.30 FT (33.62 M) SOUTHEAST FROM THE FIRE
 AH6540'HYDRANT, 58.70 FT (17.89 M) WEST FROM THE CATCH BASIN, AND 193.90 FT
 AH6540'(59.10 M) SOUTHEAST FROM THE CENTERLINE OF ST. CHARLES STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2851 ***********************************************************************
 AU2851  DESIGNATION -  VALENTINE SUGAR FACT TALL STK
 AU2851  PID         -  AU2851
 AU2851  STATE/COUNTY-  LA/LAFOURCHE
 AU2851  USGS QUAD   -  LAROSE (1979)
 AU2851
 AU2851                         *CURRENT SURVEY CONTROL
 AU2851  ___________________________________________________________________
 AU2851* NAD 83(1992)-  29 35 40.52796(N)    090 28 03.31394(W)     ADJUSTED  
 AU2851* NAVD 88     -                                                        
 AU2851  **This station is located in a subsidence area (see below).
 AU2851  ___________________________________________________________________
 AU2851  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2851  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AU2851
 AU2851  HORZ ORDER  -  THIRD
 AU2851
 AU2851.The horizontal coordinates were established by classical geodetic methods
 AU2851.and adjusted by the National Geodetic Survey in January 1993..
 AU2851
 AU2851 ** The orthometric height has not been validated since last determined
 AU2851 ** by differential leveling and should not be used for control purposes.
 AU2851 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2851 ** area with valid NAVD 88 orthometric heights.
 AU2851 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2851 ** epoch indicated which incorporates improved geoid heights for the
 AU2851 ** Southern Louisiana Subsidence area.
 AU2851 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2851
 AU2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2851
 AU2851.The geoid height was determined by GEOID03.
 AU2851
 AU2851;                    North         East     Units Scale Factor Converg.
 AU2851;SPC LA S     -   121,647.002 1,083,865.127   MT  0.99995072   +0 25 58.4
 AU2851;SPC LA S     -   399,103.54  3,555,980.84   sFT  0.99995072   +0 25 58.4
 AU2851;UTM  15      - 3,276,542.171   745,273.198   MT  1.00034235   +1 15 04.6
 AU2851
 AU2851                          SUPERSEDED SURVEY CONTROL
 AU2851
 AU2851  NAD 83(1986)-  29 35 40.54592(N)    090 28 03.31800(W) AD(       ) 4
 AU2851  NAD 27      -  29 35 39.76937(N)    090 28 03.02081(W) AD(       ) 3
 AU2851
 AU2851.Superseded values are not recommended for survey control.
 AU2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2851.See file dsdata.txt to determine how the superseded data were derived.
 AU2851
 AU2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4527376542(NAD 83)
 AU2851_MARKER: 63 = STACK
 AU2851
 AU2851  HISTORY     - Date     Condition        Report By
 AU2851  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2851
 AU2851                          STATION DESCRIPTION
 AU2851
 AU2851'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3199 ***********************************************************************
 AU3199  DESIGNATION -  VALLEY
 AU3199  PID         -  AU3199
 AU3199  STATE/COUNTY-  LA/LAFOURCHE
 AU3199  USGS QUAD   -  THIBODAUX (1983)
 AU3199
 AU3199                         *CURRENT SURVEY CONTROL
 AU3199  ___________________________________________________________________
 AU3199* NAD 83(1992)-  29 48 50.30850(N)    090 46 14.58684(W)     ADJUSTED  
 AU3199* NAVD 88     -         2.7  **(meters)       9.   **(feet)  VERTCON   
 AU3199  **This station is located in a subsidence area (see below).
 AU3199  ___________________________________________________________________
 AU3199  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AU3199  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AU3199
 AU3199  HORZ ORDER  -  FIRST
 AU3199
 AU3199.The horizontal coordinates were established by classical geodetic methods
 AU3199.and adjusted by the National Geodetic Survey in January 1993..
 AU3199
 AU3199 ** The orthometric height has not been validated since last determined
 AU3199 ** by differential leveling and should not be used for control purposes.
 AU3199 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3199 ** area with valid NAVD 88 orthometric heights.
 AU3199 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3199 ** epoch indicated which incorporates improved geoid heights for the
 AU3199 ** Southern Louisiana Subsidence area.
 AU3199 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3199
 AU3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3199
 AU3199.The geoid height was determined by GEOID03.
 AU3199
 AU3199;                    North         East     Units Scale Factor Converg.
 AU3199;SPC LA S     -   145,780.330 1,054,381.596   MT  0.99993103   +0 16 52.7
 AU3199;SPC LA S     -   478,280.97  3,459,250.29   sFT  0.99993103   +0 16 52.7
 AU3199;UTM  15      - 3,300,256.959   715,436.598   MT  1.00017268   +1 06 31.7
 AU3199
 AU3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3199!SPC LA S     -   1.00000362  x   0.99993103  =   0.99993465
 AU3199!UTM  15      -   1.00000362  x   1.00017268  =   1.00017630
 AU3199
 AU3199:                Primary Azimuth Mark                     Grid Az
 AU3199:SPC LA S     -  KRAEMER WATER TANK                       067 02 26.9
 AU3199:UTM  15      -  KRAEMER WATER TANK                       066 12 47.9
 AU3199
 AU3199|---------------------------------------------------------------------|
 AU3199| PID    Reference Object                     Distance      Geod. Az  |
 AU3199|                                                           dddmmss.s |
 AU3199| AU3113 KRAEMER WATER TANK                  APPROX.13.5 KM 0671919.6 |
 AU3199| AU3174 GUEDRY RM 5                         APPROX.10.5 KM 1393231.2 |
 AU3199| AU3175 THIBODAUX LAFOURCHE COMM MAST       APPROX. 9.7 KM 1600343.3 |
 AU3199| DD8210 VALLEY RM 1                          24.875 METERS 18827     |
 AU3199| AU3203 THIBODAUX S MUN TANK                APPROX. 5.3 KM 2270649.4 |
 AU3199| AU3201 THIBODAUX E WATER TANK              APPROX. 3.2 KM 2305027.1 |
 AU3199| AU3208 THIBODAUX BELL TEL MICROWAVE        APPROX. 5.8 KM 2380221.6 |
 AU3199| AU3207 THIBODAUX MUN TANK                  APPROX. 5.4 KM 2435833.0 |
 AU3199| AU3209 THIBODAUX W WATER TANK              APPROX. 6.7 KM 2564616.9 |
 AU3199| AU3206 THIBODAUX J L ENGRING CO MAST       APPROX. 4.8 KM 2595532.8 |
 AU3199| AU3212 THIBODAUX SOUTHDOWN STACK           APPROX. 9.0 KM 2753836.8 |
 AU3199| AU3226 LAUREL GROVE CALDWELL STACK         APPROX.10.4 KM 2774455.5 |
 AU3199| DD8211 VALLEY RM 2                          27.120 METERS 30206     |
 AU3199| AU3202 CHACKBAY WATER TANK                 APPROX. 7.5 KM 3342407.2 |
 AU3199|---------------------------------------------------------------------|
 AU3199
 AU3199                          SUPERSEDED SURVEY CONTROL
 AU3199
 AU3199  NAD 83(1986)-  29 48 50.32775(N)    090 46 14.58898(W) AD(       ) 1
 AU3199  NAD 27      -  29 48 49.57893(N)    090 46 14.25890(W) AD(       ) 1
 AU3199  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AU3199
 AU3199.Superseded values are not recommended for survey control.
 AU3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3199.See file dsdata.txt to determine how the superseded data were derived.
 AU3199
 AU3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1543700257(NAD 83)
 AU3199_MARKER: DS = TRIANGULATION STATION DISK
 AU3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU3199
 AU3199  HISTORY     - Date     Condition        Report By
 AU3199  HISTORY     - 1972     MONUMENTED       NGS
 AU3199
 AU3199                          STATION DESCRIPTION
 AU3199
 AU3199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU3199'MEASUREMENTS WERE MADE HOLDING 5 KILOGRAMS TENSION.
 AU3199'
 AU3199'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CHOCTAW, 4-1/2
 AU3199'MILES SOUTH-SOUTHEAST OF CHACKBAY AND 3-1/2 MILES EAST-NORTHEAST OF
 AU3199'THIBODAUX.  IT IS ON PROPERTY OWNED BY MR. J.W. LEPINE, WHOSE
 AU3199'ADDRESS IS STAR ROUTE 2, BOX KJ26, THIBODAUX, LOUISIANA 70301, AND
 AU3199'PHONE 446-6645.
 AU3199'
 AU3199'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 308,
 AU3199'ON THE NORTH SIDE OF BAYOU LAFOURCHE, IN THIBODAUX.  GO EAST AND
 AU3199'SOUTHEAST ON STATE HIGHWAY 308 FOR 2.5 MILES TO A PAVED ROAD ON THE
 AU3199'LEFT.  TURN LEFT AND GO EAST AND NORTHEAST ON THE PAVED ROAD FOR
 AU3199'2.0 MILES TO THE STATION ON THE LEFT.
 AU3199'
 AU3199'THE STATION MARKS ARE STANDARD DISKS STAMPED VALLEY 1972.  THE
 AU3199'SURDISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AU3199'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 229 FEET
 AU3199'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED ROAD, 133.0
 AU3199'FEET WEST-SOUTHWEST OF A POWER LINE POLE, 113 FEET SOUTHWEST OF A
 AU3199'METAL GATE AND 90.6 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 AU3199'THE UNDERGROUND DISK IS SET IN THE TOP OF A 6-INCH CYLINDRICAL
 AU3199'CONCRETE MONUMENT THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 AU3199'
 AU3199'REFERENCE MARK 1, A STANDARD DISK STAMPED VALLEY NO 1 1972, IS
 AU3199'CEMENTED IN A DRILL HOLE IN A 18X18 INCH CONCRETE SLAB, WHICH
 AU3199'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 148 FEET
 AU3199'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 175
 AU3199'FEET SOUTHWEST OF THE POWER LINE POLE AND 143.5 FEET SOUTHEAST OF
 AU3199'THE WITNESS POST.
 AU3199'
 AU3199'REFERENCE MARK 2, A STANDARD DISK STAMPED VALLEY NO 2 1972, IS SET
 AU3199'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AU3199'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 174 FEET WEST-SOUTHWEST
 AU3199'OF THE METAL GATE, 6.6 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 AU3199'BLOCK BUILDING AND 1.7 FEET EAST-SOUTHEAST OF THE WITNESS POST.
 AU3199'
 AU3199'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 AU3199'
 AU3199'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1945 ***********************************************************************
 CQ1945  DESIGNATION -  VANCE
 CQ1945  PID         -  CQ1945
 CQ1945  STATE/COUNTY-  LA/BOSSIER
 CQ1945  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1945
 CQ1945                         *CURRENT SURVEY CONTROL
 CQ1945  ___________________________________________________________________
 CQ1945* NAD 83(1992)-  32 35 46.86132(N)    093 43 57.58233(W)     ADJUSTED  
 CQ1945* NAVD 88     -        53.606  (meters)     175.87   (feet)  ADJUSTED  
 CQ1945  ___________________________________________________________________
 CQ1945  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ1945  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1945  DYNAMIC HT  -          53.546 (meters)     175.68  (feet)  COMP
 CQ1945  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 CQ1945
 CQ1945  HORZ ORDER  -  SECOND
 CQ1945  VERT ORDER  -  FIRST     CLASS II
 CQ1945
 CQ1945.The horizontal coordinates were established by classical geodetic methods
 CQ1945.and adjusted by the National Geodetic Survey in January 1993..
 CQ1945
 CQ1945.The orthometric height was determined by differential leveling
 CQ1945.and adjusted by the National Geodetic Survey in June 1991..
 CQ1945
 CQ1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ1945
 CQ1945.The geoid height was determined by GEOID03.
 CQ1945
 CQ1945.The dynamic height is computed by dividing the NAVD 88
 CQ1945.geopotential number by the normal gravity value computed on the
 CQ1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1945.degrees latitude (g = 980.6199 gals.).
 CQ1945
 CQ1945.The modeled gravity was interpolated from observed gravity values.
 CQ1945
 CQ1945;                    North         East     Units Scale Factor Converg.
 CQ1945;SPC LA N     -   233,097.147   884,286.379   MT  0.99998472   -0 39 06.2
 CQ1945;SPC LA N     -   764,752.89  2,901,196.23   sFT  0.99998472   -0 39 06.2
 CQ1945;UTM  15      - 3,606,776.572   431,247.050   MT  0.99965829   -0 23 41.0
 CQ1945
 CQ1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ1945!SPC LA N     -   0.99999568  x   0.99998472  =   0.99998040
 CQ1945!UTM  15      -   0.99999568  x   0.99965829  =   0.99965398
 CQ1945
 CQ1945|---------------------------------------------------------------------|
 CQ1945| PID    Reference Object                     Distance      Geod. Az  |
 CQ1945|                                                           dddmmss.s |
 CQ1945| CQ2228 VANCE RM 3                           21.138 METERS 08752     |
 CQ1945| CQ2225 VANCE 2                              41.078 METERS 08752     |
 CQ1945| CQ3265 BARKSDALE AFB WATER TANK 2          APPROX.11.8 KM 1394721.6 |
 CQ1945| CQ3270 BARKSDALE AFB WATER TANK 3          APPROX.13.4 KM 1405803.0 |
 CQ1945| CQ3143 BARKSDALE AFB WATER TANK 1          APPROX.11.5 KM 1600910.7 |
 CQ1945| CQ3266 BOSSIER CITY MUNICIPAL TANK         APPROX.10.5 KM 1604447.9 |
 CQ1945| CQ3267 SHREVEPORT TEX CO ARDIS HI TK       APPROX. 8.7 KM 1740212.4 |
 CQ1945| CQ1947 S 101                                              1761706.5 |
 CQ1945| CQ3290 SHREVEPORT FIRST BAP CH SPIRE       APPROX. 9.4 KM 1902622.9 |
 CQ1945| CQ3289 SHREVEPORT CHARITY HOSP SPIPE       APPROX.10.8 KM 1911724.8 |
 CQ1945| CQ3188 SHREVEPORT FERTILIZ WKS HI TK       APPROX.12.6 KM 1943526.0 |
 CQ1945| CQ3198 KCS RR SHOPS CONCRETE STACK         APPROX.11.9 KM 1963658.1 |
 CQ1945| CQ3293 SHREVEPORT SW GAS+ELEC E STK        APPROX. 9.1 KM 1973903.0 |
 CQ1945| CQ3294 SHREVEPORT SW GAS+ELEC W STK        APPROX. 9.1 KM 1974244.3 |
 CQ1945| CQ3183 SHREVEPORT FAIRPARK HS SPIRE        APPROX.14.1 KM 2024451.4 |
 CQ1945| CQ3190 SHREVEPORT COUNTRY CLUB TANK        APPROX.14.9 KM 2083633.0 |
 CQ1945| CQ1946 VANCE RM 1                            8.987 METERS 26238     |
 CQ1945| CQ3300 OIL CITY WATER TOWER                APPROX.18.6 KM 2962101.6 |
 CQ1945| CQ1941 VANCE RM 2                           55.574 METERS 33437     |
 CQ1945| CQ1906 BENTON                              APPROX.14.0 KM 3582026.5 |
 CQ1945|---------------------------------------------------------------------|
 CQ1945
 CQ1945                          SUPERSEDED SURVEY CONTROL
 CQ1945
 CQ1945  NAD 83(1986)-  32 35 46.87409(N)    093 43 57.57104(W) AD(       ) 2
 CQ1945  NAD 27      -  32 35 46.33700(N)    093 43 56.92700(W) AD(       ) 2
 CQ1945  NGVD 29 (??/??/??)   53.686  (m)          176.13   (f) ADJUSTED    1 2
 CQ1945
 CQ1945.Superseded values are not recommended for survey control.
 CQ1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1945.See file dsdata.txt to determine how the superseded data were derived.
 CQ1945
 CQ1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3124706777(NAD 83)
 CQ1945_MARKER: DS = TRIANGULATION STATION DISK
 CQ1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1945_STAMPING: VANCE 1930
 CQ1945_MARK LOGO: CGS   
 CQ1945_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1945+STABILITY: SURFACE MOTION
 CQ1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1945+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1982
 CQ1945
 CQ1945  HISTORY     - Date     Condition        Report By
 CQ1945  HISTORY     - 1930     MONUMENTED       CGS
 CQ1945  HISTORY     - 1935     GOOD             LAGS
 CQ1945  HISTORY     - 1938     GOOD             CGS
 CQ1945  HISTORY     - 1960     GOOD             CGS
 CQ1945  HISTORY     - 1965     GOOD             CGS
 CQ1945  HISTORY     - 1969     GOOD             CGS
 CQ1945  HISTORY     - 1969     GOOD             LADH
 CQ1945  HISTORY     - 1982     GOOD             LADTD
 CQ1945  HISTORY     - 19821118 SEE DESCRIPTION  NGS
 CQ1945  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1945
 CQ1945                          STATION DESCRIPTION
 CQ1945
 CQ1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ1945'STATION IS SIX MILES, AIR LINE, N OF SHREVEPORT, 0.3 MILE S
 CQ1945'OF THE VILLAGE OF VANCEVILLE, ON LAND BELONGING TO MR.
 CQ1945'WHITTINGTON, ABOUT 200 FEET N OF CATTLE GATE, 20.4 METERS
 CQ1945'(67 FEET) E OF STATE HIGHWAY 10, ABOUT 40 METERS (131 FEET)
 CQ1945'E OF RAILROAD TRACKS, 5.4 METERS (18 FEET) FROM N WIRE FENCE,
 CQ1945'9.0 METERS (30 FEET) FROM W WIRE FENCE, AND 36.7 METERS
 CQ1945'(120 FEET) FROM S WIRE FENCE.
 CQ1945'
 CQ1945'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ1945'DISKS SET IN CONCRETE.
 CQ1945'UPPER MARK IS 2 FEET BELOW SURFACE.
 CQ1945'
 CQ1945'REFERENCE MARK NO. 1 IS 11.4 METERS (37 FEET) E OF CENTER
 CQ1945'LINE OF STATE HIGHWAY, IN LINE OF WIRE FENCE, AND 8.98 METERS
 CQ1945'(29.5 FEET) FROM THE STATION S 84 DEG W.
 CQ1945'
 CQ1945'REFERENCE MARK NO. 2 IS 11.2 METERS (37 FEET) E OF CENTER
 CQ1945'LINE OF STATE HIGHWAY, IN LINE OF WIRE FENCE, AND 1/8 MILE FROM
 CQ1945'STATION N 25 DEG 16 MIN W.
 CQ1945
 CQ1945                          STATION RECOVERY (1935)
 CQ1945
 CQ1945'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ1945'STATION AND REFERENCE MARKS UPON BEING RECOVERED WERE FOUND TO BE
 CQ1945'IN GOOD CONDITION AND ON LAND OWNED BY MR. WHITTINGTON.  THE
 CQ1945'DESCRIPTION OF THIS STATION DOES NOT CHECK WITH THE DESCRIPTION
 CQ1945'FURNISHED.  THE STATION IS 0.3 MILE N OF STATION NO. A-1423.
 CQ1945'IT IS ON THE E SIDE AND 68 FEET E OF CENTER LINE OF LOUISIANA
 CQ1945'HIGHWAY 10.  IT IS 101 FEET N OF CENTER LINE OF DRIVEWAY RUNNING
 CQ1945'FROM LOUISIANA HIGHWAY 10, N TO RESIDENCE OF MR. WHITTINGTON.
 CQ1945'IT IS ALSO 28 FEET E OF REFERENCE MARK NO. 1, AND ABOUT 0.3 MILE
 CQ1945'S OF VANCEVILLE, LOUISIANA.  IT IS 183 FEET SE OF REFERENCE
 CQ1945'MARK NO. 2.  THE STATION AND REFERENCE MARK ARE STANDARD
 CQ1945'BRONZE DISKS SET IN CONCRETE.  THE REFERENCE MARKS EXTEND
 CQ1945'ABOUT 8 INCHES ABOVE THE GROUND.  THE STATION MARK IS
 CQ1945'BURIED 12 INCHES UNDER THE GROUND.
 CQ1945'
 CQ1945'REFERENCE MARK NO. 1 IS 40 FEET E OF LOUISIANA HIGHWAY 10,
 CQ1945'101 FEET N OF CENTER LINE OF DRIVEWAY RUNNING FROM LOUISIANA
 CQ1945'HIGHWAY 10 N TO RESIDENCE OF MR. WHITTINGTON AND IN CENTER
 CQ1945'LINE OF FENCE RUNNING WITH LOUISIANA HIGHWAY 10.
 CQ1945'
 CQ1945'REFERENCE MARK NO. 2 IS ALSO 40 FEET E OF LOUISIANA HIGHWAY 10
 CQ1945'AND ABOUT 280 FEET N OF CENTER LINE OF DRIVEWAY LEADING N FROM
 CQ1945'LOUISIANA HIGHWAY 10 TO RESIDENCE OF MR. WHITTINGTON.
 CQ1945
 CQ1945                          STATION RECOVERY (1938)
 CQ1945
 CQ1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 CQ1945'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 CQ1945'GOOD CONDITION.
 CQ1945'
 CQ1945'NOTE--THE FOLLOWING RECOVERY NOTE WAS SUBMITTED FOR REFERENCE
 CQ1945'MARK NO. 1 BY JOHN F. RITTER FOR LIEUTENANT K.B. JEFFERS
 CQ1945'IN 1938--
 CQ1945'
 CQ1945'ABOUT 0.3 MILE S OF VANCEVILLE.  A STANDARD REFERENCE DISK
 CQ1945'SET IN THE TOP OF A CONCRETE POST LOCATED ON THE E SIDE OF
 CQ1945'HIGHWAY 10 ABOUT 6 MILES AIR LINE N OF SHREVEPORT.  ON THE
 CQ1945'SW CORNER OF PROPERTY OWNED BY MR. D.R. WHITTINGTON, 37 FEET
 CQ1945'E OF THE CENTER LINE OF THE HIGHWAY, IN LINE OF A WIRE FENCE, 1/8
 CQ1945'MILE S OF THE STATION.  STAMPED R.M. NO. 1 1934.
 CQ1945
 CQ1945                          STATION RECOVERY (1960)
 CQ1945
 CQ1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CQ1945'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CQ1945'NO. 2 WERE RECOVERED IN GOOD CONDITION.
 CQ1945'
 CQ1945'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CQ1945'
 CQ1945'THE STATION IS ABOUT 6 MILES NORTH OF SHREVEPORT, 0.3 MILE
 CQ1945'SOUTH OF THE VILLAGE OF VANCEVILLE ON THE EAST SIDE OF STATE
 CQ1945'HIGHWAY 3 AND ON PROPERTY OWNED BY MR. WHITTINGTON.
 CQ1945'
 CQ1945'STATION MARKS ARE STANDARD DISKS STAMPED VANCE 1930.  THE SURFACE
 CQ1945'DISK IS SET IN A ROUND CONCRETE POST 16 INCHES BELOW THE SURFACE
 CQ1945'OF THE GROUND.  IT IS 133 FEET SOUTHEAST OF A POWER POLE NO.
 CQ1945'120, 90 FEET NORTH OF A SOUTHWEST CORNER FENCE POST, 67 FEET
 CQ1945'EAST OF THE CENTER LINE OF STATE HIGHWAY 3, 30.8 FEET EAST OF
 CQ1945'A METAL WITNESS POST AND 30.5 FEET SOUTHEAST OF A GAS METER.
 CQ1945'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CQ1945'CONCRETE.
 CQ1945'
 CQ1945'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VANCE NO. 1 1930,
 CQ1945'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 12 INCHES.  IT IS
 CQ1945'125 FEET SOUTH OF THE POWER POLE NO. 120, 89 FEET NORTH OF THE
 CQ1945'SOUTHWEST CORNER FENCE POST, 38 FEET EAST OF THE CENTER LINE OF
 CQ1945'HIGHWAY 3 AND 1 FOOT EAST OF A METAL WITNESS POST.
 CQ1945'
 CQ1945'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED VANCE NO. 2 1930,
 CQ1945'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 12 INCHES.  IT
 CQ1945'IS 89 FEET SOUTH OF A NORTHWEST CORNER FENCE POST, 49 FEET NORTH
 CQ1945'OF THE POWER POLE NO. 120, 36 FEET EAST OF THE CENTER LINE
 CQ1945'OF HIGHWAY 3 AND 5 FOOT SOUTH OF A METAL WITNESS POST.
 CQ1945'
 CQ1945'S 101 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK STAMPED S 101
 CQ1945'1938, SET IN A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 9
 CQ1945'INCHES.  IT IS 35 FEET NORTHEAST OF THE PAINTED CENTER LINE OF
 CQ1945'HIGHWAY 3, 27 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE,
 CQ1945'11 FEET NORTHWEST OF A GAS METER, 5 FEET SOUTH OF A NORTHWEST
 CQ1945'CORNER FENCE POST AND .8 FEET EAST OF A METAL WITNESS POST.
 CQ1945'
 CQ1945'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 CQ1945'HIGHWAY 3 FOR 1.2 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 CQ1945'
 CQ1945'NOTE--OBSERVATIONS WERE TAKEN FROM A 90 FOOT TOWER.
 CQ1945'
 CQ1945'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CQ1945
 CQ1945                          STATION RECOVERY (1965)
 CQ1945
 CQ1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHD)
 CQ1945'STATION AND TWO REFERENCE MARKERS WERE RECOVERED IN GOOD
 CQ1945'CONDITION.  AZIMUTH MARK U.S.C. AND G.S. B.M. S 101 ALSO
 CQ1945'RECOVERED IN GOOD CONDITION.  DESCRIPTION FURNISHED BY LA. GEOD.
 CQ1945'SURVEY IN 1935 FITS EXCEPTING LA. RTE. 10 IS NOW CALLED
 CQ1945'LA. RTE. 3.  STATION IS BURIED 12 INCHES.  LAND TRAVERSE
 CQ1945'WAS RUN FROM U.S.C. AND G.S. STATION REID INTO VANCE AND CLOSED
 CQ1945'EXCEEDINGLY WELL.
 CQ1945
 CQ1945                          STATION RECOVERY (1969)
 CQ1945
 CQ1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ1945'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 CQ1945'CONDITION.
 CQ1945'
 CQ1945'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE AND WAS OCCUPIED FOR ALL
 CQ1945'PRIMARY OBSERVATIONS DUE TO POWER LINE TO NEAR ABOVE THE ORIGINAL
 CQ1945'STATION.  A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 3.
 CQ1945'
 CQ1945'NOTE--S 101 (AZIMUTH MARK) WAS OBSTRUCTED FROM THE GROUND AT THIS
 CQ1945'TIME.
 CQ1945'
 CQ1945'FOR A NEW ROUTE TO REACH THE STATION AND DESCRIPTION OF THE MARKS
 CQ1945'SEE THE DESCRIPTION FOR VANCE RM3 THEREOF.
 CQ1945
 CQ1945                          STATION RECOVERY (1969)
 CQ1945
 CQ1945'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1969
 CQ1945'6.35 MI N FROM BOSSIER CITY.
 CQ1945'1 BLOCK SOUTH ALONG WILLIAM STREET FROM POST OFFICE AT BOSSIER CITY,
 CQ1945'LOUISIANA, THENCE 0.4 MILE EAST ALONG U. S. HIGHWAY 71, THENCE 0.1
 CQ1945'MILE EAST AND 5.85 MILES NORTH ALONG STATE HIGHWAY 3, ABOUT 0.3 MILE
 CQ1945'SOUTH OF ESSO STATION AT VANCEVILLE, 62 1/2 FEET EAST OF CENTER LINE
 CQ1945'OF HIGHWAY 3, 30 FEET SOUTHEAST OF A GAS METER, 103 FEET NORTH OF
 CQ1945'CENTER LINE OF PRIVATE DRIVEWAY LEADING EAST TO FARM HOUSE, 30 1/2
 CQ1945'FEET EAST OF A FENCE, 29.4 FEET EAST OF VANCE R.M. 1, ABOUT 1 FOOT
 CQ1945'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ1945'1 FOOT BELOW THE GROUND.
 CQ1945
 CQ1945                          STATION RECOVERY (1982)
 CQ1945
 CQ1945'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1945'RECOVERED IN GOOD CONDITION.
 CQ1945
 CQ1945                          STATION RECOVERY (1982)
 CQ1945
 CQ1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 CQ1945'THE STATION MARK, REFERENCE MARKS NO 1, NO 2 AND NO 3 WERE RECOVERED
 CQ1945'IN GOOD CONDITION.  THIS STATION AND REFERENCE MARKS WILL BE DESTROYED
 CQ1945'BY ROAD CONSTRUCTION.  THIS DATE STATION VANCE 2 WAS ESTABLISHED.  THE
 CQ1945'BENCH MARK S-101 USED AS THE AZIMUTH MARK WILL ALSO BE DESTROYED BY
 CQ1945'ROAD CONSTRUCTION.
 CQ1945
 CQ1945                          STATION RECOVERY (2002)
 CQ1945
 CQ1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1945'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2225 ***********************************************************************
 CQ2225  CBN         -  This is a Cooperative Base Network Control Station.
 CQ2225  DESIGNATION -  VANCE 2
 CQ2225  PID         -  CQ2225
 CQ2225  STATE/COUNTY-  LA/BOSSIER
 CQ2225  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2225
 CQ2225                         *CURRENT SURVEY CONTROL
 CQ2225  ___________________________________________________________________
 CQ2225* NAD 83(1992)-  32 35 46.91092(N)    093 43 56.00813(W)     ADJUSTED  
 CQ2225* NAVD 88     -        53.4    (meters)     175.     (feet)  GPS OBS   
 CQ2225  ___________________________________________________________________
 CQ2225  X           -    -350,121.628 (meters)                     COMP
 CQ2225  Y           -  -5,367,337.987 (meters)                     COMP
 CQ2225  Z           -   3,416,345.945 (meters)                     COMP
 CQ2225  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ2225  ELLIP HEIGHT-          27.39  (meters)          (02/12/02) GPS OBS
 CQ2225  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2225
 CQ2225  HORZ ORDER  -  B
 CQ2225  VERT ORDER  -  THIRD (See Below)
 CQ2225  ELLP ORDER  -  FOURTH    CLASS II
 CQ2225
 CQ2225.The horizontal coordinates were established by GPS observations
 CQ2225.and adjusted by the National Geodetic Survey in September 1992..
 CQ2225
 CQ2225.The orthometric height was determined by GPS observations and a
 CQ2225.high-resolution geoid model.
 CQ2225.The vertical order pertains to the NGVD 29 superseded value.
 CQ2225
 CQ2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2225
 CQ2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2225
 CQ2225.The ellipsoidal height was determined by GPS observations
 CQ2225.and is referenced to NAD 83.
 CQ2225
 CQ2225.The geoid height was determined by GEOID03.
 CQ2225
 CQ2225;                    North         East     Units Scale Factor Converg.
 CQ2225;SPC LA N     -   233,098.208   884,327.443   MT  0.99998473   -0 39 05.3
 CQ2225;SPC LA N     -   764,756.37  2,901,330.95   sFT  0.99998473   -0 39 05.3
 CQ2225;UTM  15      - 3,606,777.817   431,288.096   MT  0.99965822   -0 23 40.1
 CQ2225
 CQ2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2225!SPC LA N     -   0.99999570  x   0.99998473  =   0.99998043
 CQ2225!UTM  15      -   0.99999570  x   0.99965822  =   0.99965392
 CQ2225
 CQ2225|---------------------------------------------------------------------|
 CQ2225| PID    Reference Object                     Distance      Geod. Az  |
 CQ2225|                                                           dddmmss.s |
 CQ2225| CQ2226 VANCE 2 RM 4                         46.205 METERS 12710     |
 CQ2225| CQ2227 VANCE 2 RM 5                         28.450 METERS 16831     |
 CQ2225| CQ1947 S 101                                              17732     |
 CQ2225| CQ2228 VANCE RM 3                           19.941 METERS 26752     |
 CQ2225| CQ1945 VANCE                                41.078 METERS 26752     |
 CQ2225|---------------------------------------------------------------------|
 CQ2225
 CQ2225                          SUPERSEDED SURVEY CONTROL
 CQ2225
 CQ2225  ELLIP H (05/09/94)   27.50   (m)                       GP(       ) 4 2
 CQ2225  ELLIP H (09/10/92)   27.50   (m)                       GP(       ) 4 1
 CQ2225  NAD 83(1986)-  32 35 46.92413(N)    093 43 55.99810(W) AD(       ) 3
 CQ2225  NAD 27      -  32 35 46.39633(N)    093 43 55.35778(W) AD(       ) 3
 CQ2225  NGVD 29 (??/??/??)   53.59   (m)          175.8    (f) RESET       3  
 CQ2225
 CQ2225.Superseded values are not recommended for survey control.
 CQ2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2225.See file dsdata.txt to determine how the superseded data were derived.
 CQ2225
 CQ2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3128806778(NAD 83)
 CQ2225_MARKER: DS = TRIANGULATION STATION DISK
 CQ2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2225_SP_SET: SQUARE CONCRETE MONUMENT
 CQ2225_STAMPING: VANCE 2 1982
 CQ2225_MARK LOGO: NGS   
 CQ2225_PROJECTION: RECESSED 5 CENTIMETERS
 CQ2225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2225+STABILITY: SURFACE MOTION
 CQ2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2225+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 CQ2225
 CQ2225  HISTORY     - Date     Condition        Report By
 CQ2225  HISTORY     - 1982     MONUMENTED       NGS
 CQ2225  HISTORY     - 19821118 GOOD             NGS
 CQ2225  HISTORY     - 1987     GOOD             LADTD
 CQ2225  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ2225  HISTORY     - 19881116 GOOD             LADTD
 CQ2225  HISTORY     - 19890302 GOOD
 CQ2225  HISTORY     - 19920129 GOOD             LADTD
 CQ2225  HISTORY     - 19920610 GOOD             BCED
 CQ2225  HISTORY     - 19930418 GOOD             LADTD
 CQ2225  HISTORY     - 19930418 GOOD             NOS
 CQ2225  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ2225  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ2225  HISTORY     - 20040727 GOOD             LADTD
 CQ2225
 CQ2225                          STATION DESCRIPTION
 CQ2225
 CQ2225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CQ2225'4.3 KM (2.65 MI) NORTH FROM BOSSIER CITY.
 CQ2225'THE MARK IS 1.5 FT BELOW DRIVEWAY.
 CQ2225'4.3 KM (2.65 MI)NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 CQ2225'INTERSTATE HIGHWAY 220 AND STATE HIGHWAY 3, IN A PASTURE LAND ON
 CQ2225'THE WEST SIDE OF A FARM HOME, 40.5 METERS (133.0 FT) WEST OF A
 CQ2225'14-INCH CEDAR TREE, 31.8 METERS (104.5 FT) NORTH OF THE CENTER OF A
 CQ2225'GRAVELED DRIVEWAY TO FARM HOME, 37.5 METERS (123.0 FT) WEST OF A
 CQ2225'NORTH-SOUTH FENCE LINE, AND 28.0 METERS (92.0 FT) SOUTH OF A POWER
 CQ2225'POLE.
 CQ2225
 CQ2225                          STATION RECOVERY (1982)
 CQ2225
 CQ2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 CQ2225'THE STATION IS LOCATED ABOUT 9.65 KM (6.0 MILES) NORTH NORTHEAST OF
 CQ2225'SHREVEPORT, 8.04 KM (5.0 MILES) NORTH OF BOSSIER CITY AND 0.5 KM (0.3
 CQ2225'MILE) SOUTH OF THE VILLAGE OF VANCEVILLE, ON THE EAST SIDE OF THE
 CQ2225'STATE HIGHWAY 3.  OWNERSHIP--MRS K S BUTLER AND MR D R WHITTINGTON.
 CQ2225' 
 CQ2225'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 220 AND
 CQ2225'STATE HIGHWAY 3 AT BOSSIER CITY, GO NORTHERLY ON HIGHWAY 3 FOR 4.26 KM
 CQ2225'(2.65 MILES) TO THE STATION MARK ON THE RIGHT IN PASTURE LAND.
 CQ2225' 
 CQ2225'THE STATION IS A STANDARD NGS DISK STAMPED--VANCE 2 1982--, SET INTO
 CQ2225'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 CQ2225'RECESSED 16 INCHES OR 37 CM BELOW THE GROUND LOCATED 133 FT (40.5 M) W
 CQ2225'FROM A 14-INCH CEDAR TREE, 104.5 FT (31.8 M) N FROM THE CENTER OF A
 CQ2225'GRAVELED DRIVEWAY, 123 FT (37.5 M) W FROM A NORTH-SOUTH FENCE LINE, 95
 CQ2225'FT (29 M) N FROM A METAL WITNESS POST AT REFERENCE MARK NUMBER 5, AND
 CQ2225'92 FT (28 M) S FROM A POWER POLE.
 CQ2225' 
 CQ2225'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--VANCE 2 1982--,
 CQ2225'SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FT (1.1 M) BELOW THE
 CQ2225'SURFACE.
 CQ2225' 
 CQ2225'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--VANCE 2 NO 4
 CQ2225'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CQ2225'CM IN DIAMETER FLUSH WITH GROUND LOCATED 5 FT (1.5 M) NW FROM A CORNER
 CQ2225'FENCE POST, 3 FT (0.9 M) N FROM AN EAST-WEST FENCE LINE, 11.8 FT (3.6
 CQ2225'M) N FROM THE CENTER OF THE GRAVELED DRIVEWAY, AND 1.8 FT (0.5 M) N
 CQ2225'FROM A METAL WITNESS POST.
 CQ2225' 
 CQ2225'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--VANCE 2 NO 5
 CQ2225'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 CQ2225'CM IN DIAMETER FLUSH WITH GROUND LOCATED 107 FT (32.6 M) W FROM THE
 CQ2225'NORTH-SOUTH FENCE LINE, 11.5 FT (3.5 M) N FROM THE CENTER OF THE
 CQ2225'GRAVELED DRIVEWAY, 3 FT (0.9 M) N FROM THE EAST-WEST FENCE LINE, AND
 CQ2225'2.2 FT (0.7 M) N FROM A METAL WITNESS POST.
 CQ2225
 CQ2225                          STATION RECOVERY (1987)
 CQ2225
 CQ2225'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (EDW)
 CQ2225'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ2225'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 CQ2225'OBSERVATIONS.
 CQ2225'
 CQ2225'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) NORTH-NORTHEAST OF
 CQ2225'SHREVEPORT, 8.0 KM (5.O MI) NORTH OF BOSSIER CITY AND 0.5 KM (0.3
 CQ2225'MI) SOUTH OF THE VILLAGE OF VANCEVILLE, ON THE EAST SIDE OF STATE
 CQ2225'HIGHWAY 3.
 CQ2225'OWNERSHIP--MR. KENNETH S. BUTLER, TELEPHONE 318-746-2547.
 CQ2225'
 CQ2225'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 220
 CQ2225'AND STATE HIGHWAY 3 AT BOSSIER CITY, GO NORTHERLY ON HIGHWAY 3 FOR
 CQ2225'4.3 KM (2.65 MI) TO THE STATION ON THE RIGHT IN PASTURE LAND.
 CQ2225'
 CQ2225'THE STATION IS A STANDARD NGS DISK
 CQ2225'STAMPED---VANCE 2 1982---,
 CQ2225'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CQ2225'30 CM ON SIDE RECESSED 37 CM BELOW GROUND.  LOCATED
 CQ2225'42.7 METERS (140 FT) WEST FROM A 14-INCH IN DIAMETER CEDAR TREE,
 CQ2225'31.8 METERS (104.5 FT) NORTH FROM THE CENTER OF A GRAVELED DRIVEWAY,
 CQ2225'39.6 METERS (130 FT) WEST FROM A NORTH-SOUTH FENCE LINE,
 CQ2225'29 METERS (95 FT) NORTH FROM A METAL WITNESS POST AT RM 5,
 CQ2225'28 METERS (92 FT) SOUTH FROM A POWER POLE AND
 CQ2225'14.2 METERS (46.5 FT) SOUTH FROM A RIGHT-OF-WAY FENCE.
 CQ2225'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ2225'STAMPED---VANCE 2 1982---,
 CQ2225'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CQ2225'
 CQ2225'DESCRIBED BY R.J. TONEY.
 CQ2225
 CQ2225                          STATION RECOVERY (1987)
 CQ2225
 CQ2225'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CQ2225'MARK NOT FOUND.
 CQ2225
 CQ2225                          STATION RECOVERY (1988)
 CQ2225
 CQ2225'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ2225'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI) NORTH-NORTHEAST OF
 CQ2225'SHREVEPORT, 8.04 KM (5.00 MI) NORTH OF BOSSIER CITY AND 0.5 KM
 CQ2225'(0.30 MI) SOUTH OF THE VILLAGE OF VANCEVILLE.  OWNERSHIP--MRS. K. S.
 CQ2225'BUTLER AND MR. D. R. WHITTINGTON.
 CQ2225'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 220 AND
 CQ2225'STATE HIGHWAY 3 AT BOSSIER CITY GO NORTH FOR 4.26 KM (2.65 MI) ON
 CQ2225'HIGHWAY 3 TO THE STATION ON THE RIGHT IN A PASTURE.
 CQ2225'THE STATION IS RECESSED 37 CM BELOW THE GROUND, 40.5 M (132.9 FT) WEST
 CQ2225'FROM A 14-INCH CEDAR TREE, 39.6 M (129.9 FT) EAST FROM THE CENTER OF
 CQ2225'THE NORTH BOUND LANES OF HIGHWAY 3, 37.5 M (123.0 FT) WEST FROM A
 CQ2225'NORTH-SOUTH FENCE LINE, 31.8 M (104.3 FT) NORTH FROM THE CENTER OF A
 CQ2225'GRAVEL DRIVE, 29 M (95.1 FT) NORTH FROM A METAL WITNESS POST AT
 CQ2225'REFERENCE MARK NO 5, 28 M (91.9 FT) SOUTH-SOUTHWEST FROM A POWER POLE,
 CQ2225'16.2 M (53.1 FT) EAST-SOUTHEAST FROM A GAS METER, 15.8 M (51.8 FT)
 CQ2225'NORTHEAST FROM A TELEPHONE JUNCTION BOX AND 14 M (45.9 FT) EAST FROM
 CQ2225'THE RIGHT-OF-WAY FENCE.
 CQ2225
 CQ2225                          STATION RECOVERY (1989)
 CQ2225
 CQ2225'RECOVERED 1989
 CQ2225'RECOVERED IN GOOD CONDITION.
 CQ2225
 CQ2225                          STATION RECOVERY (1992)
 CQ2225
 CQ2225'RECOVERY NOTE BY LA TRANSP AND DEV 1992
 CQ2225'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 CQ2225'SHREVEPORT, 5.0 MI (8.0 KM) NORTH OF BOSSIER CITY AND 0.3 MI
 CQ2225'(0.5 KM) SOUTH OF THE VILLAGE OF VANCEVILLE.  OWNERSHIP--MR. KENNETH
 CQ2225'S. BUTLER, TELEPHONE 318-746-2547.
 CQ2225'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 220 AND
 CQ2225'STATE HIGHWAY 3 AT BOSSIER CITY, GO NORTHERLY FOR 2.65 MI (4.26 KM)
 CQ2225'ON HIGHWAY 3 TO THE STATION SET ON THE RIGHT IN A PASTURE.
 CQ2225'THE STATION IS 140.0 FT (42.7 M) WEST FROM A 14-INCH CEDAR TREE, 104.5
 CQ2225'FT (31.9 M) NORTH-NORTHWEST FROM THE CENTER OF A GRAVELED DRIVE,
 CQ2225'130.0 FT (39.6 M) WEST FROM A NORTH-SOUTH FENCE LINE, 97.0 FT
 CQ2225'(29.6 M) NORTH-NORTHWEST FROM A METAL WITNESS POST AT RM 5, 90.0 FT
 CQ2225'(27.4 M) SOUTH FROM A POWER POLE, 46.5 FT (14.2 M) EAST-SOUTHEAST
 CQ2225'FROM A RIGHT-OF-WAY FENCE, 46.5 FT (14.2 M) EAST-SOUTHEAST FROM A
 CQ2225'FIBERGLASS WITNESS POST, RECESSED 1.0 FT (0.3 M) BELOW THE GROUND
 CQ2225'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ2225
 CQ2225                          STATION RECOVERY (1992)
 CQ2225
 CQ2225'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2225'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
 CQ2225
 CQ2225                          STATION RECOVERY (1993)
 CQ2225
 CQ2225'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 CQ2225'RECOVERED IN GOOD CONDITION.
 CQ2225
 CQ2225                          STATION RECOVERY (1993)
 CQ2225
 CQ2225'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 CQ2225'RECOVERED IN GOOD CONDITION.
 CQ2225
 CQ2225                          STATION RECOVERY (2002)
 CQ2225
 CQ2225'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ2225'MARK NOT FOUND.
 CQ2225
 CQ2225                          STATION RECOVERY (2003)
 CQ2225
 CQ2225'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2225'MARK NOT FOUND.
 CQ2225
 CQ2225                          STATION RECOVERY (2004)
 CQ2225
 CQ2225'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 CQ2225'NOTE, THE PASTURE IS NOW GROWN UP IN TALL WEEDS.  ADD TO DESCRIPTION
 CQ2225'1.5 FT SOUTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2226 ***********************************************************************
 CQ2226  DESIGNATION -  VANCE 2 RM 4
 CQ2226  PID         -  CQ2226
 CQ2226  STATE/COUNTY-  LA/BOSSIER
 CQ2226  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2226
 CQ2226                         *CURRENT SURVEY CONTROL
 CQ2226  ___________________________________________________________________
 CQ2226* NAD 83(1986)-  32 35 47.     (N)    093 43 57.     (W)     SCALED    
 CQ2226* NAVD 88     -        54.02   (+/-2cm)     177.2    (feet)  VERTCON   
 CQ2226  ___________________________________________________________________
 CQ2226  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2226
 CQ2226  VERT ORDER  -  THIRD (See Below)
 CQ2226
 CQ2226.The horizontal coordinates were scaled from a topographic map and have
 CQ2226.an estimated accuracy of +/- 6 seconds.
 CQ2226
 CQ2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2226.The vertical order pertains to the NGVD 29 superseded value.
 CQ2226
 CQ2226.The geoid height was determined by GEOID03.
 CQ2226
 CQ2226;                    North         East    Units  Estimated Accuracy
 CQ2226;SPC LA N     -   233,100.      884,300.      MT  (+/- 180 meters Scaled)
 CQ2226
 CQ2226                          SUPERSEDED SURVEY CONTROL
 CQ2226
 CQ2226  NGVD 29 (??/??/??)   54.09   (m)          177.5    (f) RESET       3  
 CQ2226
 CQ2226.Superseded values are not recommended for survey control.
 CQ2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2226.See file dsdata.txt to determine how the superseded data were derived.
 CQ2226
 CQ2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS312067(NAD 83)
 CQ2226_MARKER: DR = REFERENCE MARK DISK
 CQ2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2226_STAMPING: VANCE 2 NO 4 1982
 CQ2226_PROJECTION: FLUSH
 CQ2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2226+STABILITY: SURFACE MOTION
 CQ2226
 CQ2226  HISTORY     - Date     Condition        Report By
 CQ2226  HISTORY     - 1982     MONUMENTED       LADTD
 CQ2226  HISTORY     - 1987     GOOD             USPSQD
 CQ2226  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ2226  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ2226
 CQ2226                          STATION DESCRIPTION
 CQ2226
 CQ2226'DESCRIBED BY LA TRANSP AND DEV 1982
 CQ2226'4.3 KM (2.65 MI) NORTH FROM BOSSIER CITY.
 CQ2226'4.3 KM (2.65 MI) NORTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION
 CQ2226'WITH INTERSTATE HIGHWAY 220 ON THE RIGHT IN PASTURE LAND, 3.6 METERS
 CQ2226'(11.8 FT) NORTH OF THE CENTR OF A GRAVELED DRIVEWAY, 1.5 METERS
 CQ2226'(5.0 FT) NORTHWEST OF A CORNER FENCE POST, AND 0.9 METER (3.0 FT)
 CQ2226'NORTH OF AN EAST-WEST FENCE LINE.
 CQ2226'THE MARK IS 1.6 FT  N FROM A WITNESS POST.
 CQ2226'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 CQ2226
 CQ2226                          STATION RECOVERY (1987)
 CQ2226
 CQ2226'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CQ2226'RECOVERED IN GOOD CONDITION.
 CQ2226
 CQ2226                          STATION RECOVERY (2002)
 CQ2226
 CQ2226'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ2226'MARK NOT FOUND.
 CQ2226
 CQ2226                          STATION RECOVERY (2003)
 CQ2226
 CQ2226'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2227 ***********************************************************************
 CQ2227  DESIGNATION -  VANCE 2 RM 5
 CQ2227  PID         -  CQ2227
 CQ2227  STATE/COUNTY-  LA/BOSSIER
 CQ2227  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2227
 CQ2227                         *CURRENT SURVEY CONTROL
 CQ2227  ___________________________________________________________________
 CQ2227* NAD 83(1992)-  32 35 46.00587(N)    093 43 55.79088(W)     ADJUSTED  
 CQ2227* NAVD 88     -        54.03   (+/-2cm)     177.3    (feet)  VERTCON   
 CQ2227  ___________________________________________________________________
 CQ2227  X           -    -350,116.978 (meters)                     COMP
 CQ2227  Y           -  -5,367,353.738 (meters)                     COMP
 CQ2227  Z           -   3,416,322.709 (meters)                     COMP
 CQ2227  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ2227  ELLIP HEIGHT-          27.86  (meters)          (06/26/02) GPS OBS
 CQ2227  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2227
 CQ2227  HORZ ORDER  -  FIRST
 CQ2227  VERT ORDER  -  THIRD (See Below)
 CQ2227  ELLP ORDER  -  FOURTH    CLASS II
 CQ2227
 CQ2227.The horizontal coordinates were established by GPS observations
 CQ2227.and adjusted by the National Geodetic Survey in January 1993..
 CQ2227
 CQ2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2227.The vertical order pertains to the NGVD 29 superseded value.
 CQ2227
 CQ2227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2227
 CQ2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2227
 CQ2227.The ellipsoidal height was determined by GPS observations
 CQ2227.and is referenced to NAD 83.
 CQ2227
 CQ2227.The geoid height was determined by GEOID03.
 CQ2227
 CQ2227;                    North         East     Units Scale Factor Converg.
 CQ2227;SPC LA N     -   233,070.266   884,332.791   MT  0.99998467   -0 39 05.2
 CQ2227;SPC LA N     -   764,664.70  2,901,348.50   sFT  0.99998467   -0 39 05.2
 CQ2227;UTM  15      - 3,606,749.908   431,293.567   MT  0.99965821   -0 23 40.0
 CQ2227
 CQ2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2227!SPC LA N     -   0.99999563  x   0.99998467  =   0.99998030
 CQ2227!UTM  15      -   0.99999563  x   0.99965821  =   0.99965384
 CQ2227
 CQ2227                          SUPERSEDED SURVEY CONTROL
 CQ2227
 CQ2227  ELLIP H (01/21/93)   27.98   (m)                       GP(       ) 4 2
 CQ2227  NAD 83(1986)-  32 35 46.01930(N)    093 43 55.78039(W) AD(       ) 1
 CQ2227  NGVD 29 (??/??/??)   54.10   (m)          177.5    (f) RESET       3  
 CQ2227
 CQ2227.Superseded values are not recommended for survey control.
 CQ2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2227.See file dsdata.txt to determine how the superseded data were derived.
 CQ2227
 CQ2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3129406750(NAD 83)
 CQ2227_MARKER: DR = REFERENCE MARK DISK
 CQ2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2227_STAMPING: VANCE 2 NO 5 1982
 CQ2227_PROJECTION: FLUSH
 CQ2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2227+STABILITY: SURFACE MOTION
 CQ2227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2227+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1989
 CQ2227
 CQ2227  HISTORY     - Date     Condition        Report By
 CQ2227  HISTORY     - 1982     MONUMENTED       LADTD
 CQ2227  HISTORY     - 1987     GOOD             USPSQD
 CQ2227  HISTORY     - 19890217 GOOD
 CQ2227  HISTORY     - 20020302 GOOD             USPSQD
 CQ2227  HISTORY     - 20031108 GOOD             USPSQD
 CQ2227
 CQ2227                          STATION DESCRIPTION
 CQ2227
 CQ2227'DESCRIBED BY LA TRANSP AND DEV 1982
 CQ2227'4.3 KM (2.65 MI) NORTH FROM BOSSIER CITY.
 CQ2227'4.3 KM (2.65 MI) NORTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 CQ2227'INTERSTATE HIGHWAY 220 ON THE RIGHT IN PASTURE LAND, 32.6 METERS
 CQ2227'(107.0 FT) WEST OF A NORTH-SOUTH FENCE LINE, 3.5 METERS (11.5 FT)
 CQ2227'NORTH OF THE CENTER OF THE GRAVELED DRIVE, AND 0.9 METER (3.0 FT)
 CQ2227'NORTH OF THE EAST-WEST FENCE LINE.
 CQ2227'THE MARK IS 2.3 FT  N FROM A WITNESS POST.
 CQ2227'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 CQ2227
 CQ2227                          STATION RECOVERY (1987)
 CQ2227
 CQ2227'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CQ2227'RECOVERED IN GOOD CONDITION.
 CQ2227
 CQ2227                          STATION RECOVERY (1989)
 CQ2227
 CQ2227'RECOVERED 1989
 CQ2227'RECOVERED IN GOOD CONDITION.
 CQ2227
 CQ2227                          STATION RECOVERY (2002)
 CQ2227
 CQ2227'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ2227'RECOVERED IN GOOD CONDITION.
 CQ2227
 CQ2227                          STATION RECOVERY (2003)
 CQ2227
 CQ2227'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1946 ***********************************************************************
 CQ1946  DESIGNATION -  VANCE RM 1
 CQ1946  PID         -  CQ1946
 CQ1946  STATE/COUNTY-  LA/BOSSIER
 CQ1946  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1946
 CQ1946                         *CURRENT SURVEY CONTROL
 CQ1946  ___________________________________________________________________
 CQ1946* NAD 83(1986)-  32 35 47.     (N)    093 43 58.     (W)     SCALED    
 CQ1946* NAVD 88     -        54.121  (meters)     177.56   (feet)  ADJUSTED  
 CQ1946  ___________________________________________________________________
 CQ1946  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1946  DYNAMIC HT  -          54.061 (meters)     177.37  (feet)  COMP
 CQ1946  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 CQ1946
 CQ1946  VERT ORDER  -  FIRST     CLASS II
 CQ1946
 CQ1946.The horizontal coordinates were scaled from a topographic map and have
 CQ1946.an estimated accuracy of +/- 6 seconds.
 CQ1946
 CQ1946.The orthometric height was determined by differential leveling
 CQ1946.and adjusted by the National Geodetic Survey in June 1991..
 CQ1946
 CQ1946.The geoid height was determined by GEOID03.
 CQ1946
 CQ1946.The dynamic height is computed by dividing the NAVD 88
 CQ1946.geopotential number by the normal gravity value computed on the
 CQ1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1946.degrees latitude (g = 980.6199 gals.).
 CQ1946
 CQ1946.The modeled gravity was interpolated from observed gravity values.
 CQ1946
 CQ1946;                    North         East    Units  Estimated Accuracy
 CQ1946;SPC LA N     -   233,100.      884,280.      MT  (+/- 180 meters Scaled)
 CQ1946
 CQ1946                          SUPERSEDED SURVEY CONTROL
 CQ1946
 CQ1946  NGVD 29 (??/??/??)   54.202  (m)          177.83   (f) ADJUSTED    1 2
 CQ1946
 CQ1946.Superseded values are not recommended for survey control.
 CQ1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1946.See file dsdata.txt to determine how the superseded data were derived.
 CQ1946
 CQ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS312067(NAD 83)
 CQ1946_MARKER: DR = REFERENCE MARK DISK
 CQ1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1946_STAMPING: VANCE 1930 NO 1
 CQ1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1946+STABILITY: SURFACE MOTION
 CQ1946
 CQ1946  HISTORY     - Date     Condition        Report By
 CQ1946  HISTORY     - 1930     MONUMENTED       CGS
 CQ1946  HISTORY     - 1969     GOOD             LADH
 CQ1946  HISTORY     - 1982     GOOD             LADTD
 CQ1946  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CQ1946  HISTORY     - 20020116 MARK NOT FOUND   NGS
 CQ1946
 CQ1946                          STATION DESCRIPTION
 CQ1946
 CQ1946'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1946'6.35 MI N FROM BOSSIER CITY.
 CQ1946'1 BLOCK SOUTH ALONG WILLIAM STREET FROM POST OFFICE AT BOSSIER CITY,
 CQ1946'THENCE 0.4 MILES EAST ALONG U. S. HIGHWAY 71, THENCE 0.1 MILE EAST AND
 CQ1946'5.8 MILES NORTH ALONG STATE HIGHWAY 3, ABOUT 0.3 MILE SOUTH OF ESSO
 CQ1946'STATION AT VANCEVILLE, 38 FEET EAST OF CENTER LINE OF HIGHWAY 3, 101
 CQ1946'FEET NORTH OF CENTER LINE OF PRIVATE DRIVEWAY LEADING EAST TO A
 CQ1946'FARMHOUSE, 29.4 FEET WEST OF TRIANGULATION STATION VANCE, 126 FEET
 CQ1946'SOUTH OF POWER POLE 120, 18 FEET SOUTH OF A GAS METER, 1.2 FEET EAST
 CQ1946'OF METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 CQ1946'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 CQ1946
 CQ1946                          STATION RECOVERY (1982)
 CQ1946
 CQ1946'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1946'RECOVERED IN GOOD CONDITION.
 CQ1946
 CQ1946                          STATION RECOVERY (1990)
 CQ1946
 CQ1946'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1946'MARK NOT FOUND.
 CQ1946
 CQ1946                          STATION RECOVERY (2002)
 CQ1946
 CQ1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ1946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1941 ***********************************************************************
 CQ1941  DESIGNATION -  VANCE RM 2
 CQ1941  PID         -  CQ1941
 CQ1941  STATE/COUNTY-  LA/BOSSIER
 CQ1941  USGS QUAD   -  BOSSIER CITY (1975)
 CQ1941
 CQ1941                         *CURRENT SURVEY CONTROL
 CQ1941  ___________________________________________________________________
 CQ1941* NAD 83(1986)-  32 35 48.     (N)    093 43 57.     (W)     SCALED    
 CQ1941* NAVD 88     -        54.130  (meters)     177.59   (feet)  ADJUSTED  
 CQ1941  ___________________________________________________________________
 CQ1941  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1941  DYNAMIC HT  -          54.069 (meters)     177.39  (feet)  COMP
 CQ1941  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 CQ1941
 CQ1941  VERT ORDER  -  FIRST     CLASS II
 CQ1941
 CQ1941.The horizontal coordinates were scaled from a topographic map and have
 CQ1941.an estimated accuracy of +/- 6 seconds.
 CQ1941
 CQ1941.The orthometric height was determined by differential leveling
 CQ1941.and adjusted by the National Geodetic Survey in June 1991..
 CQ1941
 CQ1941.The geoid height was determined by GEOID03.
 CQ1941
 CQ1941.The dynamic height is computed by dividing the NAVD 88
 CQ1941.geopotential number by the normal gravity value computed on the
 CQ1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1941.degrees latitude (g = 980.6199 gals.).
 CQ1941
 CQ1941.The modeled gravity was interpolated from observed gravity values.
 CQ1941
 CQ1941;                    North         East    Units  Estimated Accuracy
 CQ1941;SPC LA N     -   233,130.      884,300.      MT  (+/- 180 meters Scaled)
 CQ1941
 CQ1941                          SUPERSEDED SURVEY CONTROL
 CQ1941
 CQ1941  NGVD 29 (??/??/??)   54.210  (m)          177.85   (f) ADJUSTED    1 2
 CQ1941
 CQ1941.Superseded values are not recommended for survey control.
 CQ1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1941.See file dsdata.txt to determine how the superseded data were derived.
 CQ1941
 CQ1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS312068(NAD 83)
 CQ1941_MARKER: DR = REFERENCE MARK DISK
 CQ1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1941_STAMPING: VANCE 1930 NO 2
 CQ1941_MARK LOGO: CGS   
 CQ1941_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1941+STABILITY: SURFACE MOTION
 CQ1941
 CQ1941  HISTORY     - Date     Condition        Report By
 CQ1941  HISTORY     - 1930     MONUMENTED       CGS
 CQ1941  HISTORY     - 1969     GOOD             LADH
 CQ1941  HISTORY     - 1982     GOOD             LADTD
 CQ1941  HISTORY     - 19820101 SEE DESCRIPTION  NGS
 CQ1941  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ1941  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ1941
 CQ1941                          STATION DESCRIPTION
 CQ1941
 CQ1941'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1941'6.35 MI N FROM BOSSIER CITY.
 CQ1941'1 BLOCK SOUTH ALONG WILLIAM STREET FROM THE POST OFFICE AT BOSSIER
 CQ1941'CITY, THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY 71, THENCE 0.1 MILE EAST
 CQ1941'AND 5.85 MILES NORTH ALONG STATE HIGHWAY 3, ABOUT 0.25 MILES SOUTH OF
 CQ1941'THE ESSO SERVICE STATION AT VANCEVILLE, 36 FEET EAST OF THE CENTER
 CQ1941'LINE OF THE HIGHWAY, 50 FEET NORTH OF POWER POLE NO. 120, 166 FEET
 CQ1941'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 6 INCHES WEST OF A
 CQ1941'FENCE, 181 FEET NORTH OF TRIANGULATION STATION VANCE, 1.2 FEET SOUTH
 CQ1941'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP
 CQ1941'OF A CONCRETE POST PROJECTING 6 INCHES.
 CQ1941
 CQ1941                          STATION RECOVERY (1982)
 CQ1941
 CQ1941'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ1941'RECOVERED IN GOOD CONDITION.
 CQ1941
 CQ1941                          STATION RECOVERY (1982)
 CQ1941
 CQ1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 CQ1941'THIS MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE TO
 CQ1941'HIGHWAY CONSTRUCTION THIS MARK WILL BE DESTROYED.
 CQ1941' 
 CQ1941'A DISK SET INTO THE TOP OF A CONCRETE POST 15 CM ABOVE THE GROUND
 CQ1941'LEVEL WITH THE HIGHWAY, 0.36 FT S FROM THE WITNESS POST.
 CQ1941
 CQ1941                          STATION RECOVERY (2002)
 CQ1941
 CQ1941'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ1941'MARK NOT FOUND.
 CQ1941
 CQ1941                          STATION RECOVERY (2003)
 CQ1941
 CQ1941'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ1941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2228 ***********************************************************************
 CQ2228  DESIGNATION -  VANCE RM 3
 CQ2228  PID         -  CQ2228
 CQ2228  STATE/COUNTY-  LA/BOSSIER
 CQ2228  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2228
 CQ2228                         *CURRENT SURVEY CONTROL
 CQ2228  ___________________________________________________________________
 CQ2228* NAD 83(1992)-  32 35 46.88681(N)    093 43 56.77229(W)     ADJUSTED  
 CQ2228* NAVD 88     -        53.52   (+/-2cm)     175.6    (feet)  VERTCON   
 CQ2228  ___________________________________________________________________
 CQ2228  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ2228  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2228
 CQ2228  HORZ ORDER  -  FIRST
 CQ2228  VERT ORDER  -  THIRD (See Below)
 CQ2228
 CQ2228.The horizontal coordinates were established by classical geodetic methods
 CQ2228.and adjusted by the National Geodetic Survey in January 1993..
 CQ2228
 CQ2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2228.The vertical order pertains to the NGVD 29 superseded value.
 CQ2228
 CQ2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2228
 CQ2228.The geoid height was determined by GEOID03.
 CQ2228
 CQ2228;                    North         East     Units Scale Factor Converg.
 CQ2228;SPC LA N     -   233,097.692   884,307.510   MT  0.99998472   -0 39 05.7
 CQ2228;SPC LA N     -   764,754.68  2,901,265.56   sFT  0.99998472   -0 39 05.7
 CQ2228;UTM  15      - 3,606,777.212   431,268.171   MT  0.99965825   -0 23 40.5
 CQ2228
 CQ2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2228!SPC LA N     -   0.99999570  x   0.99998472  =   0.99998042
 CQ2228!UTM  15      -   0.99999570  x   0.99965825  =   0.99965395
 CQ2228
 CQ2228|---------------------------------------------------------------------|
 CQ2228| PID    Reference Object                     Distance      Geod. Az  |
 CQ2228|                                                           dddmmss.s |
 CQ2228| CQ2225 VANCE 2                              19.941 METERS 08752     |
 CQ2228| CQ1947 S 101                                              1765517.1 |
 CQ2228| CQ1946 VANCE RM 1                           30.126 METERS 26619     |
 CQ2228| CQ1945 VANCE                                21.138 METERS 26752     |
 CQ2228| CQ1941 VANCE RM 2                           66.785 METERS 31746     |
 CQ2228|---------------------------------------------------------------------|
 CQ2228
 CQ2228                          SUPERSEDED SURVEY CONTROL
 CQ2228
 CQ2228  NAD 83(1986)-  32 35 46.89960(N)    093 43 56.76102(W) AD(       ) 1
 CQ2228  NAD 27      -  32 35 46.36250(N)    093 43 56.11741(W) AD(       ) 1
 CQ2228  NGVD 29 (??/??/??)   53.59   (m)          175.8    (f) RESET       3  
 CQ2228
 CQ2228.Superseded values are not recommended for survey control.
 CQ2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2228.See file dsdata.txt to determine how the superseded data were derived.
 CQ2228
 CQ2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3126806777(NAD 83)
 CQ2228_MARKER: DR = REFERENCE MARK DISK
 CQ2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2228_STAMPING: VANCE 1930 NO 3 1969
 CQ2228_MARK LOGO: CGS   
 CQ2228_PROJECTION: RECESSED 46 CENTIMETERS
 CQ2228_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2228+STABILITY: SURFACE MOTION
 CQ2228
 CQ2228  HISTORY     - Date     Condition        Report By
 CQ2228  HISTORY     - 1969     MONUMENTED       CGS
 CQ2228  HISTORY     - 1969     GOOD             CGS
 CQ2228  HISTORY     - 1982     GOOD             LADTD
 CQ2228  HISTORY     - 19821118 SEE DESCRIPTION  NGS
 CQ2228  HISTORY     - 1987     GOOD             USPSQD
 CQ2228  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 CQ2228  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 CQ2228
 CQ2228                          STATION DESCRIPTION
 CQ2228
 CQ2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ2228'THE STATION IS ABOUT 6 MILES NORTH-NORTHEAST OF SHREVEPORT,
 CQ2228'5 MILES NORTH OF BOSSIER CITY AND 0.3 MILE SOUTH OF THE VILLAGE
 CQ2228'OF VANCEVILLE, ON THE EAST SIDE OF STATE HIGHWAY 3, IN PASTURE LAND
 CQ2228'OWNED BY MRS. K.S. BUTLER AND MR. D.R. WHITTINGTON.
 CQ2228'
 CQ2228'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND
 CQ2228'U.S. HIGHWAYS 79 AND 80 IN BOSSIER CITY, GO NORTH ON HIGHWAY 3 FOR
 CQ2228'3.7 MILES TO BENCH MARK S 101 (AZIMUTH MARK) ON THE RIGHT, CONTINUE
 CQ2228'NORTH ON HIGHWAY 3 FOR 1.2 MILES TO THE STATION ON THE RIGHT.
 CQ2228'
 CQ2228'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED VANCE NO 3
 CQ2228'1930 1969, SET IN THE TOP OF A ROUND CONCRETE POST 16 INCHES BELOW
 CQ2228'THE SURFACE OF THE GROUND.  IT IS 137 FEET EAST OF THE CENTER OF
 CQ2228'HIGHWAY 3, 119 FEET NORTHEAST OF A CORNER FENCE POST AND 176 FEET
 CQ2228'SOUTHWEST OF POWER POLE NO. 32.  AN UNDERGROUND REFERENCE MARK
 CQ2228'DISK WAS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CQ2228'THE SURFACE OF THE GROUND.
 CQ2228'
 CQ2228'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VANCE NO 1 1930,
 CQ2228'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 12
 CQ2228'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 125.5 FEET SOUTH OF
 CQ2228'POWER POLE NO. 32, 89 FEET NORTH OF THE CORNER FENCE POST, 38 FEET
 CQ2228'EAST OF THE CENTER OF HIGHWAY 3 AND 2.8 FEET NORTH OF A METAL
 CQ2228'WITNESS POST.
 CQ2228'
 CQ2228'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VANCE NO 2 1930,
 CQ2228'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CQ2228'12 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 89 FEET SOUTH
 CQ2228'OF A CORNER FENCE POST, 50 FEET NORTH OF POWER POLE NO. 32, 36.5
 CQ2228'FEET EAST OF THE CENTER OF HIGHWAY 3 AND 1 FOOT SOUTH OF A METAL
 CQ2228'WITNESS POST.
 CQ2228'
 CQ2228'S 101 (AZIMUTH MARK) IS A BENCH MARK DISK STAMPED S 101 1938,
 CQ2228'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 9 INCHES
 CQ2228'ABOVE THE SURFACE OF THE GROUND.  IT IS 35 FEET NORTHEAST OF THE
 CQ2228'CENTER OF HIGHWAY 3, 41 FEET NORTHWEST OF THE NORTH END OF A
 CQ2228'CONCRETE CULVERT IN A DRIVEWAY, 11.5 FEET NORTHWEST OF A GAS
 CQ2228'OUTLET AND 0.8 FOOT NORTHEAST OF A METAL WITNESS POST.
 CQ2228'
 CQ2228'THE 1930 STATION MARK IS A STANDARD STATION MARK DISK STAMPED
 CQ2228'VANCE 1930, SET IN A SQUARE CONCRETE POST 16 INCHES BELOW THE
 CQ2228'SURFACE OF THE GROUND.  IT IS 133.5 FEET SOUTHEAST OF POWER POLE
 CQ2228'NO. 32, 89.5 FEET NORTH OF A CORNER FENCE POST, 67.5 FEET EAST
 CQ2228'OF THE CENTER OF HIGHWAY 3, 30.5 FEET SOUTHEAST OF A GAS METER
 CQ2228'AND 30 FEET EAST OF A METAL WITNESS POST.
 CQ2228'
 CQ2228'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 CQ2228
 CQ2228                          STATION RECOVERY (1969)
 CQ2228
 CQ2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ2228'4.3 KM (2.65 MI) NORTH FROM BOSSIER CITY.
 CQ2228'4.3 KM (2.65 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 CQ2228'INTERSTATE HIGHWAY 220 AND STATE HIGHWAY 3, IN A PASTURE LAND,
 CQ2228'36.2 METERS (119.0 FT) NORTHEAST OF A CORNER FENCE POST, 53.6 METERS
 CQ2228'(176.0 FT) SOUTHWEST OF A POWER POLE, AND 19.9 METERS (65.4 FT)
 CQ2228'WEST OF TRIANGULATION STATION VANCE 2.
 CQ2228
 CQ2228                          STATION RECOVERY (1982)
 CQ2228
 CQ2228'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CQ2228'RECOVERED IN GOOD CONDITION.
 CQ2228
 CQ2228                          STATION RECOVERY (1982)
 CQ2228
 CQ2228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 CQ2228'THIS MARK WAS RECOVERED IN GOOD CONDITION THIS DATE.  THIS STATION IS
 CQ2228'IN A ROAD CONSTRUCTION AREA AND IS IN DANGER OF BEING DESTROYED.  THE
 CQ2228'ROAD CONSTRUCTION PLANS SHOW THE MARK WILL BE IN THE BACK SLOPE OF THE
 CQ2228'DITCH AND THERE IS A CHANCE THIS AREA WILL NOT BE CUT DOWN DEEP ENOUGH
 CQ2228'TO DISTURB THE MARK.  VANCE 2 WAS ESTABLISHED THIS DATE.  AN AZIMUTH
 CQ2228'MARK WILL BE ESTABLISHED FOR THIS STATION WHEN THE CONSTRUCTION IS
 CQ2228'COMPLETED AT THIS STATION SITE.
 CQ2228
 CQ2228                          STATION RECOVERY (1987)
 CQ2228
 CQ2228'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CQ2228'RECOVERED IN GOOD CONDITION.
 CQ2228
 CQ2228                          STATION RECOVERY (2002)
 CQ2228
 CQ2228'RECOVERY NOTE BY US POWER SQUADRON 2002 (WRH)
 CQ2228'MARK NOT FOUND.
 CQ2228
 CQ2228                          STATION RECOVERY (2003)
 CQ2228
 CQ2228'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CQ2228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2863 ***********************************************************************
 CP2863  DESIGNATION -  VANIA
 CP2863  PID         -  CP2863
 CP2863  STATE/COUNTY-  LA/EAST CARROLL
 CP2863  USGS QUAD   -  TRANSYLVANIA (1994)
 CP2863
 CP2863                         *CURRENT SURVEY CONTROL
 CP2863  ___________________________________________________________________
 CP2863* NAD 83(1992)-  32 40 20.58270(N)    091 10 40.80684(W)     ADJUSTED  
 CP2863* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 CP2863  ___________________________________________________________________
 CP2863  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CP2863  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2863
 CP2863  HORZ ORDER  -  SECOND
 CP2863
 CP2863.The horizontal coordinates were established by classical geodetic methods
 CP2863.and adjusted by the National Geodetic Survey in May 1994..
 CP2863
 CP2863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2863
 CP2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2863
 CP2863.The geoid height was determined by GEOID03.
 CP2863
 CP2863;                    North         East     Units Scale Factor Converg.
 CP2863;SPC LA N     -   241,627.291 1,123,996.629   MT  1.00000131   +0 41 56.2
 CP2863;SPC LA N     -   792,738.87  3,687,645.61   sFT  1.00000131   +0 41 56.2
 CP2863;UTM  15      - 3,616,435.059   670,841.822   MT  0.99995991   +0 59 01.7
 CP2863
 CP2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2863!SPC LA N     -   0.99999822  x   1.00000131  =   0.99999953
 CP2863!UTM  15      -   0.99999822  x   0.99995991  =   0.99995813
 CP2863
 CP2863|---------------------------------------------------------------------|
 CP2863| PID    Reference Object                     Distance      Geod. Az  |
 CP2863|                                                           dddmmss.s |
 CP2863| CY5776 VANIA RM 1                           10.942 METERS 10345     |
 CP2863| AA2855 VANIA AZ MK                                        2061629.3 |
 CP2863| CP2865 TRANSYLVANIA ATT MICROWAVE          APPROX. 3.5 KM 2972912.2 |
 CP2863| CP2864 VANIA LADH RM 2 1970                 21.372 METERS 33136     |
 CP2863|---------------------------------------------------------------------|
 CP2863
 CP2863                          SUPERSEDED SURVEY CONTROL
 CP2863
 CP2863  NAD 83(1992)-  32 40 20.58997(N)    091 10 40.80309(W) AD(       ) 2
 CP2863  NAD 83(1986)-  32 40 20.59514(N)    091 10 40.80075(W) AD(       ) 2
 CP2863  NAD 27      -  32 40 20.11326(N)    091 10 40.40609(W) AD(       ) 2
 CP2863  NGVD 29 (07/19/86)   37.7    (m)          124.     (f) VERT ANG       
 CP2863
 CP2863.Superseded values are not recommended for survey control.
 CP2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2863.See file dsdata.txt to determine how the superseded data were derived.
 CP2863
 CP2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7084216435(NAD 83)
 CP2863_MARKER: DD = SURVEY DISK
 CP2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2863_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2863
 CP2863  HISTORY     - Date     Condition        Report By
 CP2863  HISTORY     - 1970     MONUMENTED       LADTD
 CP2863
 CP2863                          STATION DESCRIPTION
 CP2863
 CP2863'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2863'THE STATION IS LOCATED 9 MILES SOUTH OF LAKE PROVIDENCE, 18
 CP2863'MILES NORTH OF TALLULAH IN THE SOUTHWEST QUARTER OF SECTION 62,
 CP2863'T20N, R13E, AND ON THE PROPERTY OWNED BY BOARD OF COMMISSIONERS,
 CP2863'ADDRESS FIFTH LOUISIANA DISTRICT, TALLULAH, LOUISIANA 71282.
 CP2863'
 CP2863'TO REACH THE STATION FROM THE POST OFFICE IN TRANSYLVANIA,
 CP2863'DRIVE NORTH ALONG U.S. HIGHWAY 65 FOR 0.1 MILE TO A GRAVEL ROAD
 CP2863'LEADING EAST, THENCE RIGHT AND EAST ALONG ON THE GRAVEL ROAD FOR
 CP2863'0.1 MILE TO THE RAILROAD CROSSING AND A BLACK TOP ROAD LEADING
 CP2863'NORTH, THENCE NORTH ALONG THE BLACK TOP ROAD FOR 0.1 MILE TO A
 CP2863'GRAVEL ROAD LEADING EAST TO THE LEVEE, TURN RIGHT AND EAST AND
 CP2863'GO 0.1 MILE ON THE GRAVEL ROAD TO THE TOP OF THE LEVEE, TURN
 CP2863'RIGHT AND SOUTH AND GO 0.55 MILE TO THE STATION ON THE RIGHT BY A
 CP2863'GAP.
 CP2863'
 CP2863'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG
 CP2863'THE LEVEE FOR 0.55 MILE TO A RAMP LEADING WEST, DRIVE WEST ALONG
 CP2863'THE RAMP AND ROAD FOR 0.1 MILE TO A BLACK TOP ROAD, TURN LEFT
 CP2863'AND SOUTH ON THE BLACK TOP ROAD AND DRIVE 0.6 MILE TO THE
 CP2863'RAILROAD CROSSING, THE MARK IS SET SOUTHWEST OF THE RAILROAD
 CP2863'CROSSING.
 CP2863'
 CP2863'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2863'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP2863'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP2863'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP2863'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP2863'SURFACE.  THEY ARE STAMPED VANIA 1970.  IT IS 120 FEET
 CP2863'WEST-SOUTHWEST OF THE CENTER OF THE LEVEE, 5.5 FEET W-SOUTHWEST
 CP2863'OF THE NORTHWEST CORNER OF A CATTLE GUARD ON TOP OF THE LEVEE,
 CP2863'4 FEET NORTH-NORTHWEST OF AN EAST-WEST FENCE ON THE LEVEE,
 CP2863'AND 3 FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CP2863'
 CP2863'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2863'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2863'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP2863'IS STAMPED VANIA R. M. 1 1970.  IT IS 18 FEET SOUTH-SOUTHEAST
 CP2863'OF AN EAST-WEST FENCE, 15 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 CP2863'CORNER OF A CATTLE GUARD ON TOP OF THE LEVEE, AND 12 FEET
 CP2863'NORTHEAST OF THE CENTER OF THE LEVEE.
 CP2863'
 CP2863'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2863'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2863'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP2863'IS STAMPED VANIA R. M. 2 1970.  IT IS 75 FEET NORTH-NORTHWEST
 CP2863'OF AN EAST-WEST FENCE ON THE LEVEE, 71 FEET NORTHWEST OF THE
 CP2863'NORTHWEST CORNER OF A CATTLE GUARD ON THE LEVEE, AND 8 FEET
 CP2863'WEST-SOUTHWEST OF THE CENTER OF THE LEVEE.
 CP2863'
 CP2863'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2863'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2863'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2863'STAMPED VANIA AZ. MK. 1970.  IT IS 72 FEET EAST OF THE CENTER
 CP2863'OF U.S. HIGHWAY 65, 32 FEET SOUTH OF THE CENTER OF A GRAVEL
 CP2863'ROAD AT A RAILROAD CROSSING, 11 FEET SOUTHEAST OF A RAILROAD
 CP2863'CROSSING SIGN, 4.5 FEET WEST OF THE WEST RAIL ON THE MISSOURI
 CP2863'PACIFIC RAILWAY, AND 1.5 FEET SOUTH OF A METAL WITNESS POST
 CP2863'AND SIGN.
 CP2863'
 CP2863'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2855 ***********************************************************************
 AA2855  DESIGNATION -  VANIA AZ MK
 AA2855  PID         -  AA2855
 AA2855  STATE/COUNTY-  LA/EAST CARROLL
 AA2855  USGS QUAD   -  TRANSYLVANIA (1994)
 AA2855
 AA2855                         *CURRENT SURVEY CONTROL
 AA2855  ___________________________________________________________________
 AA2855* NAD 83(1986)-  32 39 59.     (N)    091 10 52.     (W)     SCALED    
 AA2855* NAVD 88     -        31.156  (meters)     102.22   (feet)  ADJUSTED  
 AA2855  ___________________________________________________________________
 AA2855  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AA2855  DYNAMIC HT  -          31.122 (meters)     102.11  (feet)  COMP
 AA2855  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 AA2855
 AA2855  VERT ORDER  -  SECOND    CLASS I
 AA2855
 AA2855.The horizontal coordinates were scaled from a topographic map and have
 AA2855.an estimated accuracy of +/- 6 seconds.
 AA2855
 AA2855.The orthometric height was determined by differential leveling
 AA2855.and adjusted by the National Geodetic Survey in May 1997..
 AA2855
 AA2855.The geoid height was determined by GEOID03.
 AA2855
 AA2855.The dynamic height is computed by dividing the NAVD 88
 AA2855.geopotential number by the normal gravity value computed on the
 AA2855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2855.degrees latitude (g = 980.6199 gals.).
 AA2855
 AA2855.The modeled gravity was interpolated from observed gravity values.
 AA2855
 AA2855;                    North         East    Units  Estimated Accuracy
 AA2855;SPC LA N     -   240,960.    1,123,710.      MT  (+/- 180 meters Scaled)
 AA2855
 AA2855                          SUPERSEDED SURVEY CONTROL
 AA2855
 AA2855.No superseded survey control is available for this station.
 AA2855
 AA2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS705157(NAD 83)
 AA2855_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2855_STAMPING: VANIA AZ MK 1970
 AA2855_MARK LOGO: LADHGS
 AA2855_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA2855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2855+STABILITY: SURFACE MOTION
 AA2855
 AA2855  HISTORY     - Date     Condition        Report By
 AA2855  HISTORY     - 1970     MONUMENTED       LADH
 AA2855  HISTORY     - 19870115 GOOD             LADTD
 AA2855
 AA2855                          STATION DESCRIPTION
 AA2855
 AA2855'DESCRIBED BY LA TRANSP AND DEV 1987 (LGB)
 AA2855'ABOUT 15.3 KM (9.50 MI) SOUTH ON U S HIGHWAY 65 FROM THE POST OFFICE
 AA2855'IN LAKE PROVIDENCE TO THE MARK ON THE LEFT, 21.9 M (71.9 FT) EAST OF
 AA2855'THE CENTER OF HIGHWAY 65, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF A
 AA2855'BLACKTOP ROAD AT A RAILROAD CROSSING AND 1.4 M (4.6 FT) WEST OF THE
 AA2855'WEST RAIL OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0115 ***********************************************************************
 BJ0115  DESIGNATION -  VAT BOLT
 BJ0115  PID         -  BJ0115
 BJ0115  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0115  USGS QUAD   -  NEW ROADS (1994)
 BJ0115
 BJ0115                         *CURRENT SURVEY CONTROL
 BJ0115  ___________________________________________________________________
 BJ0115* NAD 83(1986)-  30 44 46.     (N)    091 24 16.     (W)     SCALED    
 BJ0115* NAVD 88     -        10.84   (+/-2cm)      35.6    (feet)  VERTCON   
 BJ0115  ___________________________________________________________________
 BJ0115  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0115
 BJ0115  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0115
 BJ0115.The horizontal coordinates were scaled from a topographic map and have
 BJ0115.an estimated accuracy of +/- 6 seconds.
 BJ0115
 BJ0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0115.The vertical order pertains to the NGVD 29 superseded value.
 BJ0115
 BJ0115.The geoid height was determined by GEOID03.
 BJ0115
 BJ0115;                    North         East    Units  Estimated Accuracy
 BJ0115;SPC LA S     -   248,980.      993,190.      MT  (+/- 180 meters Scaled)
 BJ0115
 BJ0115                          SUPERSEDED SURVEY CONTROL
 BJ0115
 BJ0115  NGVD 29 (??/??/??)   10.823  (m)           35.51   (f) ADJUSTED    1 2
 BJ0115
 BJ0115.Superseded values are not recommended for survey control.
 BJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0115.See file dsdata.txt to determine how the superseded data were derived.
 BJ0115
 BJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ527025(NAD 83)
 BJ0115_MARKER: B = BOLT
 BJ0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0115_STAMPING: PBM VAT
 BJ0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0115
 BJ0115  HISTORY     - Date     Condition        Report By
 BJ0115  HISTORY     - UNK      MONUMENTED       DOD
 BJ0115  HISTORY     - 1964     GOOD             CGS
 BJ0115  HISTORY     - 1976     GOOD             NGS
 BJ0115
 BJ0115                          STATION DESCRIPTION
 BJ0115
 BJ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0115'4.45 MI NE FROM NEW ROADS.
 BJ0115'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0115'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 1.95 MILES EAST ALONG
 BJ0115'STATE HIGHWAY 10, IN A SMALL PECAN ORCHARD, 116 FEET SOUTHEAST OF THE
 BJ0115'CENTER LINE OF THE ROAD, 76 FEET SOUTHEAST OF A FENCE, 24 1/2 FEET
 BJ0115'EAST OF A 24-INCH PECAN TREE, 23 FEET WEST OF A FENCE, ABOUT 2 FEET
 BJ0115'ABOVE THE LEVEL OF THE ROAD, A COPPER BOLT SET IN CONCRETE ABOUT 1
 BJ0115'FOOT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0115'5-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 3 FEET.
 BJ0115
 BJ0115                          STATION RECOVERY (1976)
 BJ0115
 BJ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0115'2.0 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0115'HIGHWAY 10 AND 420, IN A SMALL PECAN ORCHARD, 116 FT SOUTHEAST OF THE
 BJ0115'CENTER LINE OF THE HIGHWAY, 76 FT SOUTHEAST OF A FENCE, 24 FT EAST OF
 BJ0115'A 24-INCH PECAN TREE, A COPPER BOLT SET IN CONCRETE ABOUT 1 FT BELOW
 BJ0115'THE LEVEL OF THE GROUND, ACCESS IS HAD THROUGH A 5-INCH IRON PIPE AND
 BJ0115'CAP THAT PROJECTS 3 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1814 ***********************************************************************
 BJ1814  DESIGNATION -  VAT CAP
 BJ1814  PID         -  BJ1814
 BJ1814  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1814  USGS QUAD   -  NEW ROADS (1994)
 BJ1814
 BJ1814                         *CURRENT SURVEY CONTROL
 BJ1814  ___________________________________________________________________
 BJ1814* NAD 83(1986)-  30 44 44.     (N)    091 24 17.     (W)     SCALED    
 BJ1814* NAVD 88     -        12.09   (+/-2cm)      39.7    (feet)  VERTCON   
 BJ1814  ___________________________________________________________________
 BJ1814  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1814
 BJ1814  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1814
 BJ1814.The horizontal coordinates were scaled from a topographic map and have
 BJ1814.an estimated accuracy of +/- 6 seconds.
 BJ1814
 BJ1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1814.The vertical order pertains to the NGVD 29 superseded value.
 BJ1814
 BJ1814.The geoid height was determined by GEOID03.
 BJ1814
 BJ1814;                    North         East    Units  Estimated Accuracy
 BJ1814;SPC LA S     -   248,920.      993,160.      MT  (+/- 180 meters Scaled)
 BJ1814
 BJ1814                          SUPERSEDED SURVEY CONTROL
 BJ1814
 BJ1814  NGVD 29 (??/??/??)   12.081  (m)           39.64   (f) ADJUSTED    1 2
 BJ1814
 BJ1814.Superseded values are not recommended for survey control.
 BJ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1814.See file dsdata.txt to determine how the superseded data were derived.
 BJ1814
 BJ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ527024(NAD 83)
 BJ1814_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1814_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1814_STAMPING: PBM VAT
 BJ1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1814
 BJ1814  HISTORY     - Date     Condition        Report By
 BJ1814  HISTORY     - UNK      MONUMENTED       DOD
 BJ1814  HISTORY     - 1964     GOOD             CGS
 BJ1814
 BJ1814                          STATION DESCRIPTION
 BJ1814
 BJ1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1814'4.45 MI NE FROM NEW ROADS.
 BJ1814'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1814'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 1.95 MILES EAST ALONG
 BJ1814'STATE HIGHWAY 10, IN A SMALL PECAN ORCHARD, 116 FEET SOUTHEAST OF THE
 BJ1814'CENTER LINE OF THE ROAD, 76 FEET SOUTHEAST OF A FENCE, 24 1/2 FEET
 BJ1814'EAST OF A 24-INCH PECAN TREE, 23 FEET WEST OF A FENCE, ABOUT 2 FEET
 BJ1814'ABOVE THE LEVEL OF THE ROAD, A 5-INCH IRON PIPE BEARING A CAP WHICH
 BJ1814'PROJECTS 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2984 ***********************************************************************
 BK2984  DESIGNATION -  VEILLON
 BK2984  PID         -  BK2984
 BK2984  STATE/COUNTY-  LA/EVANGELINE
 BK2984  USGS QUAD   -  DURALDE (1986)
 BK2984
 BK2984                         *CURRENT SURVEY CONTROL
 BK2984  ___________________________________________________________________
 BK2984* NAD 83(1992)-  30 35 09.85426(N)    092 31 49.13669(W)     ADJUSTED  
 BK2984* NAVD 88     -        14.43   (+/-2cm)      47.3    (feet)  VERTCON   
 BK2984  ___________________________________________________________________
 BK2984  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BK2984  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2984
 BK2984  HORZ ORDER  -  FIRST
 BK2984  VERT ORDER  -  THIRD ? (See Below)
 BK2984
 BK2984.The horizontal coordinates were established by classical geodetic methods
 BK2984.and adjusted by the National Geodetic Survey in January 1993..
 BK2984
 BK2984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2984.The vertical order pertains to the NGVD 29 superseded value.
 BK2984
 BK2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2984
 BK2984.The geoid height was determined by GEOID03.
 BK2984
 BK2984;                    North         East     Units Scale Factor Converg.
 BK2984;SPC LA S     -   231,832.595   885,196.918   MT  0.99997775   -0 35 54.6
 BK2984;SPC LA S     -   760,604.11  2,904,183.56   sFT  0.99997775   -0 35 54.6
 BK2984;UTM  15      - 3,383,823.549   545,031.659   MT  0.99962502   +0 14 20.4
 BK2984
 BK2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2984!SPC LA S     -   1.00000202  x   0.99997775  =   0.99997977
 BK2984!UTM  15      -   1.00000202  x   0.99962502  =   0.99962704
 BK2984
 BK2984:                Primary Azimuth Mark                     Grid Az
 BK2984:SPC LA S     -  MAMOU MUNICIPAL TANK                     064 51 13.2
 BK2984:UTM  15      -  MAMOU MUNICIPAL TANK                     064 00 58.2
 BK2984
 BK2984|---------------------------------------------------------------------|
 BK2984| PID    Reference Object                     Distance      Geod. Az  |
 BK2984|                                                           dddmmss.s |
 BK2984| BK2664 MAMOU MUNICIPAL TANK                APPROX.12.1 KM 0641518.6 |
 BK2984| CW1575 VEILLON RM 1                         49.515 METERS 06819     |
 BK2984| CW1574 VEILLON AZ MK                                      0750855.3 |
 BK2984| CW1578 VEILLON RM 4 AZ MK                                 0773639.0 |
 BK2984| BK2845 EUNICE GULF PUBLIC SERV CO TK       APPROX.15.1 KM 1315702.8 |
 BK2984| BK2857 BASILE MUNICIPAL TANK               APPROX.13.3 KM 2083240.8 |
 BK2984| BK2868 BASILE MUNICIPAL TANK               APPROX.12.8 KM 2083246.0 |
 BK2984| CW1576 VEILLON RM 2                         38.260 METERS 34054     |
 BK2984| CW1577 VEILLON RM 3                         38.268 METERS 34055     |
 BK2984|---------------------------------------------------------------------|
 BK2984
 BK2984                          SUPERSEDED SURVEY CONTROL
 BK2984
 BK2984  NAD 83(1986)-  30 35 09.87443(N)    092 31 49.13038(W) AD(       ) 1
 BK2984  NAD 27      -  30 35 09.15822(N)    092 31 48.63774(W) AD(       ) 1
 BK2984  NGVD 29 (07/19/86)   14.39   (m)           47.2    (f) LEVELING    3  
 BK2984
 BK2984.Superseded values are not recommended for survey control.
 BK2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2984.See file dsdata.txt to determine how the superseded data were derived.
 BK2984
 BK2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4503283824(NAD 83)
 BK2984_MARKER: DS = TRIANGULATION STATION DISK
 BK2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2984
 BK2984  HISTORY     - Date     Condition        Report By
 BK2984  HISTORY     - 1934     MONUMENTED       CGS
 BK2984  HISTORY     - 1936     GOOD             LAGS
 BK2984  HISTORY     - 1960     GOOD             CGS
 BK2984  HISTORY     - 1964     GOOD             USAF
 BK2984  HISTORY     - 1974     GOOD             NGS
 BK2984
 BK2984                          STATION DESCRIPTION
 BK2984
 BK2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2984'STATION IS LOCATED ABOUT 8 MILES NE OF BASILE, 7 MILES SW OF
 BK2984'MAMOU, IN SPANISH GRANT LOT NO. 29, IN SEC. 25, T 5 S, R 2 W,
 BK2984'ON GROUNDS OF OLD VEILLON SCHOOL.  MARK IS 90 FEET N OF CENTER
 BK2984'LINE OF HIGHWAY, 30 FEET E OF LANE LEADING TO MR. VEILLONS
 BK2984'HOUSE, 75 FEET SW OF SW CORNER OF OLD SCHOOLHOUSE.
 BK2984'
 BK2984'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK2984'BRONZE DISKS SET IN CONCRETE.
 BK2984'
 BK2984'REFERENCE MARK NO. 1 IS E OF STATION, 49.515 METERS, 162.45
 BK2984'FEET LONG N AND S FENCE LINE, 25 METERS N OF CENTER LINE OF
 BK2984'GRAVELED HIGHWAY.
 BK2984'
 BK2984'REFERENCE MARK NO. 2 IS N OF STATION, 38.260 METERS, 125.52
 BK2984'FEET ALONG E AND W FENCE LINE, 10 METERS E OF CENTER LINE OF
 BK2984'N AND S DIRT ROAD.
 BK2984'
 BK2984'AZIMUTH MARK IS E OF STATION, 0.5 MILE ON S SIDE OF GRAVELED
 BK2984'HIGHWAY 12 METERS FROM CENTER LINE.
 BK2984'
 BK2984'TO REACH FROM MAMOU, GO S ON HIGHWAY 26, 1/4 MILE, THEN W
 BK2984'3/4 MILE TO POINT WHERE HIGHWAY TURNS S.  CONTINUE STRAIGHT
 BK2984'AHEAD ON GRAVELED ROAD AND FOLLOW W AND SW 7.7 MILES TO STATION.
 BK2984'
 BK2984'HEIGHT OF LIGHT ABOVE STATION MARK -38 METERS.
 BK2984
 BK2984                          STATION RECOVERY (1936)
 BK2984
 BK2984'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2984'RECOVERED AS DESCRIBED.
 BK2984
 BK2984                          STATION RECOVERY (1960)
 BK2984
 BK2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2984'THE STATION WAS VISITED 2-2-60 AND THE STATION MARK AND REFERENCE
 BK2984'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 BK2984'WAS FOUND DISTURBED, THE DISK WAS STAMPED NO. 3 AND USED AS
 BK2984'REFERENCE MARK NO. 3.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 BK2984'NOT FOUND AT THIS DATE, IT IS MOST LIKELY DESTROYED WHEN
 BK2984'THE ROAD WAS WIDENED AS THE HIGHWAY NOW HAS AN 80 FOOT
 BK2984'RIGHT-OF-WAY.  THE VEILLON HOUSE AND SCHOOL HAS BEEN TORN DOWN AND
 BK2984'THE AREA IS NOW A PASTURE GROWN UP IN WEEDS.  A NEW
 BK2984'DESCRIPTION FOLLOWS--
 BK2984'
 BK2984'THE STATION IS LOCATED 7.75 MILES SOUTHWEST OF MAMOU, ABOUT 8
 BK2984'MILES NORTHEAST OF BASILE, IN THE NORTHWEST CORNER OF SPANISH
 BK2984'GRANT LOT 29, R 2 W., T 5 S., ON THE PROPERTY OWNED BY THE
 BK2984'ESTATE OF MRS VEILLON.  IT IS IN THE NORTHEAST ANGLE OF A
 BK2984'CROSSROAD WITH THE DESHOTEL GROCERY STORE IN THE NORTHWEST ANGLE,
 BK2984'102 FEET NORTH OF THE CENTER OF STATE HIGHWAY 104, 67.5 FEET
 BK2984'NORTH-NORTHWEST OF A RIGHT-OF-WAY POST, 37 FEET EAST OF THE
 BK2984'CENTER OF A GRAVELED ROAD LEADING NORTH, 113 FEET EAST OF THE
 BK2984'SOUTHEAST CORNER OF THE DESHOTEL STORE WEST OF THE GRAVELED
 BK2984'ROAD, 23.5 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH
 BK2984'WALL OF THE STORE BUILDING, 96 FEET SOUTH-SOUTHEAST OF THE
 BK2984'SOUTHEAST CORNER OF A TIN SHED, 2 FEET SOUTH OF A ROW OF
 BK2984'POLES, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BK2984'STANDARD DISK, STAMPED VEILLON 1934, FLUSH WITH THE
 BK2984'GROUND.
 BK2984'
 BK2984'REFERENCE MARK NO. 1 IS 162.45 FEET EAST OF THE STATION, 81
 BK2984'FEET NORTH OF THE CENTER OF STATE HIGHWAY 104, 1.5 FEET WEST
 BK2984'OF A FENCELINE, 64 FEET WEST-NORTHWEST OF A POWER POLE ON THE
 BK2984'NORTH SIDE OF THE HIGHWAY, 17 FEET NORTH OF A ROW OF POLES
 BK2984'TO THE EAST, AND 40 FEET NORTH OF A FENCE CORNER.  IT IS A
 BK2984'STANDARD DISK, STAMPED VEILLON NO 1 1934, PROJECTING 2 INCHES.
 BK2984'
 BK2984'REFERENCE MARK NO. 3 IS 125.55 FEET NORTH OF THE STATION IN
 BK2984'THE SAME PASTURE AS THE STATION, 33 FEET EAST OF THE CENTER
 BK2984'OF THE GRAVELED ROAD LEADING NORTH, 227 FEET NORTH OF THE
 BK2984'CENTERLINE OF STATE HIGHWAY 104, 15.5 FEET EAST OF A NORTH-SOUTH
 BK2984'FENCE, AND 27 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH
 BK2984'WALL OF THE TIN SHED WEST OF THE GRAVELED ROAD, AND 1 FOOT
 BK2984'NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BK2984'STAMPED VEILLON NO 3 1934, PROJECTING 6 INCHES.
 BK2984'
 BK2984'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 104 AND
 BK2984'13 AT THE NORTH END OF MAMOU, GO SOUTH THROUGH TOWN FOR 1.65
 BK2984'MILE TO THE JUNCTIONS OF STATE HIGHWAY 104 AND 13, AT THE
 BK2984'SOUTH EDGE OF TOWN WHERE STATE HIGHWAY 13 TURNS SOUTH, KEEP
 BK2984'STRAIGHT AHEAD ON STATE HIGHWAY 104 AND GO WEST AND SOUTHWEST
 BK2984'FOR 7.35 MILES TO A CROSSROAD AND THE DESHOTEL GROCERY STORE IN
 BK2984'THE NORTHWEST ANGLE AND THE STATION IN THE NORTHEAST ANGLE.
 BK2984
 BK2984                          STATION RECOVERY (1964)
 BK2984
 BK2984'RECOVERY NOTE BY US AIR FORCE 1964
 BK2984'STATION WAS RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS NOT
 BK2984'RECOVERED AFTER AN EXTENSIVE SEARCH.
 BK2984
 BK2984                          STATION RECOVERY (1974)
 BK2984
 BK2984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2984'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 BK2984'GOOD CONDITION.  REFERENCE MARK 4 (AZIMUTH MARK) WAS ESTABLISHED
 BK2984'AT THIS TIME.  THE BOX SCORE IN THE 1960 DESCRIPTION WAS FOUND
 BK2984'IN ERROR, REFERENCE MARK 2 SHOULD BE REFERENCE MARK 1.  THE
 BK2984'DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 3 CHECKED THE
 BK2984'1960 DATA.  FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 BK2984'
 BK2984'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF BASILE, 7-3/4
 BK2984'MILES SOUTHWEST OF MAMOU AND ON PROPERTY OF EVANGELINE PARISH
 BK2984'SCHOOL BOARD, TELEPHONE NUMBER 363-5501.
 BK2984'
 BK2984'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13
 BK2984'AND 104 IN THE WEST EDGE OF MAMOU, GO IN A WESTERLY DIRECTION
 BK2984'ON STATE HIGHWAY 104 FOR 7.5 MILES TO REFERENCE MARK 4 (AZIMUTH
 BK2984'MARK) ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 104 FOR
 BK2984'0.25 MILE TO A CROSSROAD AND THE STATION IN THE NORTHEAST ANGLE
 BK2984'OF THE INTERSECTION.
 BK2984'
 BK2984'THE STATION MARK, A STANDARD DISK STAMPED VEILLON 1934, IS SET
 BK2984'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2984'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 120 FEET
 BK2984'NORTHEAST OF THE CENTER OF THE CROSSROAD, 97 FEET SOUTHEAST OF
 BK2984'THE SOUTHEAST CORNER OF A METAL SHED, 39 FEET EAST OF THE CENTER
 BK2984'OF A GRAVELED ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BK2984'THE 1960 DESCRIPTION STATED THAT AN UNDERGROUND MARK WAS SET.
 BK2984'
 BK2984'REFERENCE MARK 1, A STANDARD DISK STAMPED VEILLON 1934 NO 1,
 BK2984'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK2984'FLUSH WITH THE GROUND SURFACE.  IT IS 162.5 FEET EAST OF THE
 BK2984'METAL WITNESS POST, 80 FEET NORTH OF THE CENTER OF STATE
 BK2984'HIGHWAY 104, 33 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE AND
 BK2984'1 FOOT WEST OF A WIRE FENCE.
 BK2984'
 BK2984'REFERENCE MARK 3, A STANDARD DISK STAMPED VEILLON 1934 NO 3, IS
 BK2984'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BK2984'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 126.7
 BK2984'FEET NORTH OF THE METAL WITNESS POST AND 35 FEET EAST OF THE
 BK2984'CENTER OF THE GRAVELED ROAD.
 BK2984'
 BK2984'REFERENCE MARK 4, A STANDARD DISK STAMPED VEILLON NO 4 1974 AZ,
 BK2984'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK2984'FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET SOUTH OF THE
 BK2984'CENTER OF STATE HIGHWAY 104, 11.5 FEET EAST OF A GUY POLE, 1.5
 BK2984'FEET WEST OF A METAL WITNESS POST AND 1.3 FEET NORTH OF A FENCE
 BK2984'CORNER.
 BK2984'
 BK2984'HEIGHT OF LIGHT ABOVE STATION MARK 113.2 FEET.
 BK2984'
 BK2984'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-3/4 MILES
 BK2984'SOUTHWEST MAMOU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4579 ***********************************************************************
 BJ4579  DESIGNATION -  VENABLE
 BJ4579  PID         -  BJ4579
 BJ4579  STATE/COUNTY-  LA/ST HELENA
 BJ4579  USGS QUAD   -  LIVERPOOL (1981)
 BJ4579
 BJ4579                         *CURRENT SURVEY CONTROL
 BJ4579  ___________________________________________________________________
 BJ4579* NAD 83(1992)-  30 54 03.82923(N)    090 42 48.93532(W)     ADJUSTED  
 BJ4579* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 BJ4579  ___________________________________________________________________
 BJ4579  X           -     -68,220.446 (meters)                     COMP
 BJ4579  Y           -  -5,477,268.924 (meters)                     COMP
 BJ4579  Z           -   3,256,523.121 (meters)                     COMP
 BJ4579  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4579  ELLIP HEIGHT-          71.44  (meters)          (02/21/02) GPS OBS
 BJ4579  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4579
 BJ4579  HORZ ORDER  -  FIRST
 BJ4579  ELLP ORDER  -  FOURTH    CLASS I
 BJ4579
 BJ4579.The horizontal coordinates were established by classical geodetic methods
 BJ4579.and adjusted by the National Geodetic Survey in May 1994..
 BJ4579
 BJ4579.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4579
 BJ4579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4579
 BJ4579.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4579
 BJ4579.The ellipsoidal height was determined by GPS observations
 BJ4579.and is referenced to NAD 83.
 BJ4579
 BJ4579.The geoid height was determined by GEOID03.
 BJ4579
 BJ4579;                    North         East     Units Scale Factor Converg.
 BJ4579;SPC LA S     -   266,315.310 1,059,251.460   MT  1.00004894   +0 18 35.6
 BJ4579;SPC LA S     -   873,736.15  3,475,227.50   sFT  1.00004894   +0 18 35.6
 BJ4579;UTM  15      - 3,420,877.339   718,526.894   MT  1.00018910   +1 10 28.8
 BJ4579
 BJ4579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4579!SPC LA S     -   0.99998878  x   1.00004894  =   1.00003772
 BJ4579!UTM  15      -   0.99998878  x   1.00018910  =   1.00017788
 BJ4579
 BJ4579|---------------------------------------------------------------------|
 BJ4579| PID    Reference Object                     Distance      Geod. Az  |
 BJ4579|                                                           dddmmss.s |
 BJ4579| BJ4583 VENABLE 1939 RM A 1966               27.382 METERS 02559     |
 BJ4579| CW1579 VENABLE RM 1                         31.468 METERS 07230     |
 BJ4579| BJ4574 GREENSBURG MUN TANK                 APPROX. 8.9 KM 1523311.1 |
 BJ4579| BJ4575 GREENSBURG ELEC CORP RAD MAST       APPROX. 8.2 KM 1564044.1 |
 BJ4579| CR7666 VENABLE RM 4                         22.645 METERS 18818     |
 BJ4579| BJ4584 LIVERPOOL SHELL PIPELINE CO MW      APPROX. 2.5 KM 3323000.9 |
 BJ4579| BJ5285 VENABLE AZ MK                       371.838 METERS 33433     |
 BJ4579| CW1581 VENABLE RM 3                         42.072 METERS 33711     |
 BJ4579| CW1580 VENABLE RM 2                         28.946 METERS 35558     |
 BJ4579|---------------------------------------------------------------------|
 BJ4579
 BJ4579                          SUPERSEDED SURVEY CONTROL
 BJ4579
 BJ4579  ELLIP H (05/13/94)   71.51   (m)                       GP(       ) 4 1
 BJ4579  NAD 83(1992)-  30 54 03.83082(N)    090 42 48.93533(W) AD(       ) 1
 BJ4579  ELLIP H (01/21/93)   71.53   (m)                       GP(       ) 4 2
 BJ4579  NAD 83(1986)-  30 54 03.84629(N)    090 42 48.93129(W) AD(       ) 1
 BJ4579  NAD 27      -  30 54 03.19643(N)    090 42 48.57413(W) AD(       ) 1
 BJ4579  NGVD 29 (06/20/87)   98.6    (m)          323.     (f) GPS OBS        
 BJ4579
 BJ4579.Superseded values are not recommended for survey control.
 BJ4579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4579.See file dsdata.txt to determine how the superseded data were derived.
 BJ4579
 BJ4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1852720877(NAD 83)
 BJ4579_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BJ4579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4579_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4579+STABILITY: SURFACE MOTION
 BJ4579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4579+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BJ4579
 BJ4579  HISTORY     - Date     Condition        Report By
 BJ4579  HISTORY     - 1939     MONUMENTED       CGS
 BJ4579  HISTORY     - 1954     GOOD             CGS
 BJ4579  HISTORY     - 1966     GOOD             CGS
 BJ4579  HISTORY     - 1970     GOOD             NGS
 BJ4579  HISTORY     - 1985     GOOD             LADTD
 BJ4579
 BJ4579                          STATION DESCRIPTION
 BJ4579
 BJ4579'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4579'THE STATION IS LOCATED 3/4 MILE SSE OF THE OAKLAND SCHOOL, IN
 BJ4579'THE NW 1/4 OF SEC. 4, T 2 S, R 5 E.
 BJ4579'
 BJ4579'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4579'BRONZE DISKS SET IN CONCRETE.
 BJ4579'
 BJ4579'AN EXCESSIVE GROWTH OF TIMBER AROUND THIS STATION PREVENTED
 BJ4579'AN AZIMUTH MARK BEING SET.
 BJ4579'
 BJ4579'REFERENCE MARK NO. 1 IS 31.471 METERS (103.59 FEET) E OF THE
 BJ4579'STATION AT AN E AND W FENCE, 3 FEET S OF THE FENCE, AND 18
 BJ4579'FEET N OF A WELL-DEFINED WOODS ROAD.  MARK PROJECTS
 BJ4579'3 INCHES AND IS STAMPED VENABLE NO. 1 1939.  REFERENCE MARK
 BJ4579'NO. 2 IS 28.946 METERS (94.96 FEET) NNW OF THE STATION AT
 BJ4579'AN E AND W FENCE, 5 FEET S OF THE FENCE LINE, 21 FEET N OF
 BJ4579'THE CENTER LINE OF A WOODS ROAD, 35 FEET E OF THE CENTER LINE
 BJ4579'OF A WOODS ROAD, 16 FEET E OF A FENCE CORNER, AND 5.7 FEET
 BJ4579'S OF A 12-INCH PINE TREE.  MARK PROJECTS 4 INCHES
 BJ4579'AND IS STAMPED VENABLE NO. 2 1939.
 BJ4579'
 BJ4579'A 100-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT ALLEN.
 BJ4579'
 BJ4579'A 100-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT OAKLAND.
 BJ4579'
 BJ4579'A 100-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT HURST.
 BJ4579'
 BJ4579'A 100-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT WALL.
 BJ4579'
 BJ4579'A 100-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT BRANCH.
 BJ4579'
 BJ4579'A 100-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT YOUNG.
 BJ4579'
 BJ4579'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO E ON
 BJ4579'LOUISIANA STATE ROUTE 35 FOR 11.75 MILES TO A GRAVEL ROAD
 BJ4579'LEADING N (LOUISIANA STATE ROUTE 71), TURN LEFT AND GO N FOR
 BJ4579'2.5 MILES TO WHERE LOUISIANA STATE ROUTE 71 TURNS E, CONTINUE
 BJ4579'E ON LOUISIANA STATE ROUTE 71 FOR 4.3 MILES TO A T-ROAD RIGHT
 BJ4579'(AT LIVERPOOL LOOKOUT TOWER), TURN RIGHT (S) ON A GRAVEL
 BJ4579'ROAD (PASSING LOOKOUT TOWER) FOR 1.5 MILES TO A FORK, TAKE
 BJ4579'LEFT FORK AND GO 0.3 MILE TO A T-ROAD LEFT, TURN LEFT ON A
 BJ4579'GRADED ROAD FOR 0.25 MILE TO A WOODS ROAD ON THE RIGHT, TURN
 BJ4579'RIGHT ON THE WOODS ROAD (PASSING ON THE RIGHT OF A HOUSE),
 BJ4579'AND GO 0.15 MILE TO A TRIANGULAR-BLAZED OAK TREE AND THE
 BJ4579'STATION IN THE Y FORMED BY WOODS ROAD TO THE S AND E.  THE
 BJ4579'STATION IS 47 FEET E OF THE CENTER LINE OF DIM WOODS
 BJ4579'ROAD, 60 FEET S OF THE CENTER LINE OF A WELL-DEFINED WOODS
 BJ4579'ROAD, 16 FEET E OF A TRIANGULAR-BLAZED OAK TREE, AND 84
 BJ4579'FEET S OF AN E AND W FENCE.  MARK
 BJ4579'PROJECTS 5 INCHES AND IS STAMPED VENABLE 1939.
 BJ4579'
 BJ4579'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4579
 BJ4579                          STATION RECOVERY (1954)
 BJ4579
 BJ4579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4579'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4579'CONDITION.  THE WOODS ROAD MENTIONED IN THE ORIGINAL DESCRIPTION
 BJ4579'IS NO LONGER VISIBLE.  PART OF THE HILL, ON WHICH THE STATION
 BJ4579'WAS SET, HAS BEEN CLEARED OFF AND IS NOW A FIELD, THIS IS
 BJ4579'THE AREA TO THE N OF THE STATION.  THE STATION HAS NO AZIMUTH
 BJ4579'MARK.  A NEW DESCRIPTION FOLLOWS--
 BJ4579'
 BJ4579'THE STATION IS LOCATED ON A WOODED HILL, ABOUT 0.75 MI. SE
 BJ4579'OF THE OLD OAKLAND SCHOOL, ABOUT 1.5 MI. SE OF THE LIVERPOOL
 BJ4579'LOOKOUT TOWER, AND ON LAND OWNED BY ERWIN SMITH.  IT IS 79 FT.
 BJ4579'W-SW OF AN E-W FENCE LINE FROM A POINT 110 FT. E OF A FENCE
 BJ4579'CORNER.  (THIS FENCE LINE IS AT THE S EDGE OF A CULTIVATED
 BJ4579'FIELD.) IT IS A STANDARD DISK, STAMPED VENABLE 1939 AND
 BJ4579'PROJECTING 6 IN
 BJ4579'
 BJ4579'REFERENCE MARK 1 IS 103.59 FT. E OF THE STATION, SET IN A
 BJ4579'FENCE LINE, 60 PACES E OF A FENCE CORNER, AND AT THE BASE
 BJ4579'OF AN 8-IN. PINE TREE USED AS A FENCE POST.  IT IS A STANDARD
 BJ4579'DISK, STAMPED VENABLE NO 1 1939 AND PROJECTING 4 IN.
 BJ4579'
 BJ4579'REFERENCE MARK 2 IS 94.96 FT. NW OF THE STATION, 60 FT. E OF
 BJ4579'A FENCE CORNER, AND 3 FT. S OF A FENCE LINE.  IT IS A STANDARD
 BJ4579'DISK, STAMPED VENABLE NO 2 1939 AND PROJECTING 4 IN.
 BJ4579'
 BJ4579'TO REACH THE STATION FROM THE COURTHOUSE IN CLINTON, GO E ON
 BJ4579'STATE HIGHWAY 35 FOR 11.75 MI. TO A GRAVEL ROAD LEADING N
 BJ4579'(STATE ROAD 71), TURN LEFT AND FOLLOW STATE ROAD 71 FOR 6.8
 BJ4579'MI. TO A ROAD RIGHT, TURN RIGHT AND GO 0.1 MI. TO THE LIVERPOOL
 BJ4579'FIRE TOWER ON THE LEFT.  CONTINUE FOR 1.4 MI. TO A FORK, TAKE
 BJ4579'THE LEFT FORK AND GO 0.3 MI. TO A SIDE ROAD LEFT, TURN LEFT AND
 BJ4579'GO 0.25 MI. TO A FARMHOUSE ON THE RIGHT.  TURN RIGHT PASSING
 BJ4579'TO THE LEFT OF A DAIRY BARN AND GO TO THE HOUSE, PASS TO THE
 BJ4579'RIGHT OF THE HOUSE AND GO S TO A SMALL CREEK AND GATE IN A
 BJ4579'FENCE LINE.  PASS THROUGH THE GATE AND GO S ALONG THE W SIDE
 BJ4579'OF THE FENCE LINE TO THE SW CORNER OF A CULTIVATED FIELD
 BJ4579'AND THE STATION ABOUT 150 FT. TO THE SE.
 BJ4579
 BJ4579                          STATION RECOVERY (1966)
 BJ4579
 BJ4579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4579'STATION MARK, REFERENCE MARK NUMBER 1 HAVE BEEN RECOVERED AND ARE IN
 BJ4579'GOOD CONDITION.  REFERENCE MARK NUMBER 2 HAS BEEN DESTROYED.
 BJ4579'
 BJ4579'STATION IS ON LAND WHICH IS OWNED BY A MR. CLEON HUTCHINSON WHO LIVES
 BJ4579'ABOUT 3 MILES NORTH OF GREENSBURG.
 BJ4579'
 BJ4579'AN AZIMUTH MARK AND A REFERENCE MARK NUMBER 3 HAS BEEN ESTABLISHED.
 BJ4579'
 BJ4579'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED VENABLE 1939,
 BJ4579'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 BJ4579'INCHES.  MARK IS INSIDE A FENCED PASTURE WHICH HAS BEEN CLEARED AND
 BJ4579'IS ON THE EAST SIDE OF THE PASTURE, 42.2 FEET SOUTH OF A FENCE, 39.0
 BJ4579'FEET SOUTH OF AN 18-INCH OAK TREE WHICH IS USED AS A FENCE CORNER
 BJ4579'POST AND 13.7 FEET WEST OF A FENCE.
 BJ4579'
 BJ4579'REFERENCE MARK NUMBER 1 DISK IS STAMPED VENABLE NO 1 1939, SET IN THE
 BJ4579'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH.  MARK IS
 BJ4579'1 FOOT SOUTH OF A FENCE LINE AND AT THE BASE OF A 10-INCH PINE
 BJ4579'TREE.  A SLIGHT DIFFERENCE WAS NOTED IN THE MEASURED DISTANCE TO THE
 BJ4579'MARK.
 BJ4579'
 BJ4579'REFERENCE MARK NUMBER 3 DISK IS STAMPED VENABLE NO 3 1939 1966, SET
 BJ4579'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 BJ4579'SURFACE OF THE GROUND.  MARK IS 2.0 FEET NORTH OF A FENCE LINE, 3.0
 BJ4579'FEET EAST OF A FENCE CORNER AND 4.5 FEET SOUTHWEST OF A 9-INCH OAK
 BJ4579'TREE.
 BJ4579'
 BJ4579'AZIMUTH MARK DISK IS STAMPED VENABLE 1939 1966, SET IN THE TOP OF A
 BJ4579'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 BJ4579'GROUND. MARK IS 65 FEET SOUTH OF THE CENTER OF A DIRT ROAD WHICH IS
 BJ4579'TO BE WIDENED AND SURFACED IN THE NEAR FUTURE, 22.0 FEET EAST OF
 BJ4579'A 10-INCH PINE TREE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST AND
 BJ4579'1.5 FEET WEST OF A FENCE LINE.
 BJ4579'
 BJ4579'STATION IS REACHED FROM THE POST OFFICE IN GREENSBURG.  GO EAST ON
 BJ4579'STATE HIGHWAY 10 FOR 0.2 MILE.  TURN LEFT AND GO NORTHERLY ON STATE
 BJ4579'HIGHWAY 43 FOR 4.45 MILES.  TURN LEFT AND GO WEST ON A GRADED ROAD
 BJ4579'FOR 1.85 MILES TO A FARM HOUSE AND BARN ON THE LEFT.  (AZIMUTH
 BJ4579'MARK IS REACHED BY CONTINUING STRAIGHT AHEAD, WEST ON GRADED ROAD FOR
 BJ4579'0.2 MILE TO A FENCE CORNER AND THE MARK ON THE LEFT, AS
 BJ4579'DESCRIBED ABOVE).  TURN LEFT INTO THE FARMYARD, PASS THROUGH A WIRE
 BJ4579'GATE WHICH IS BETWEEN THE HOUSE AND BARN, THENCE LEFT ON A TRACK ROAD
 BJ4579'SOUTH AND CONTINUE FOR 0.2 MILE, CROSSING A SMALL DRAINAGE DITCH
 BJ4579'TO A FENCE CORNER AND STATION AS DESCRIBED ABOVE.
 BJ4579'
 BJ4579'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4579'
 BJ4579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 BJ4579'OF GREENSBURG.
 BJ4579
 BJ4579                          STATION RECOVERY (1970)
 BJ4579
 BJ4579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4579'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 BJ4579'
 BJ4579'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 3, THE AZIMUTH
 BJ4579'MARK AND VENABLE RM A 1966 WERE RECOVERED AND FOUND TO BE IN GOOD
 BJ4579'CONDITION.  THE DISTANCES AND DIRECTIONS CHECKED FAVORABLE.  A
 BJ4579'NEW DESCRIPTION FOLLOWS.
 BJ4579'
 BJ4579'THE STATION IS LOCATED ABOUT 6 MILES EAST OF PLANER MILLS, 5-1/4
 BJ4579'MILES NORTHWEST OF GREENSBURG IN THE SOUTHWEST QUARTER OF SECTION 4,
 BJ4579'R5E, T2S, ON LAND OWNED BY MR. CLEON HUTCHINSON, GREENSBURG,
 BJ4579'LOUISIANA.
 BJ4579'
 BJ4579'TO REACH THE STATION FROM THE POST OFFICE IN GREENSBURG, GO EAST ON
 BJ4579'STATE HIGHWAY 10 FOR 0.05 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BJ4579'43.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 43 FOR 4.8 MILES TO A
 BJ4579'PAVED ROAD LEFT.  TURN LEFT AND GO WESTERLY ON PAVED ROAD FOR 2
 BJ4579'MILES TO A WHITE HOUSE AND CATTLE PENS ON THE LEFT.  (TO REACH THE
 BJ4579'AZIMUTH MARK CONTINUE WEST ON PAVED ROAD FOR 0.2 MILE TO THE
 BJ4579'AZIMUTH MARK ON THE LEFT).  TURN LEFT INTO DRIVEWAY AND GO ABOUT
 BJ4579'200 FEET TO A GATE TO CATTLE PENS.  TURN RIGHT AND PASS THROUGH
 BJ4579'GATE AND GO ABOUT 50 FEET AND TURN LEFT AND PASS THROUGH A GATE TO
 BJ4579'THE SOUTH.  CONTINUE SOUTH ON FARM ROAD FOR 0.15 MILE TO HIGHEST
 BJ4579'POINT AND STATION IN A CULTIVATED FIELD.
 BJ4579'
 BJ4579'THE STATION MARK IS A STANDARD DISK, STAMPED VENABLE 1939, SET IN THE
 BJ4579'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BJ4579'ABOVE THE SURFACE OF THE GROUND.  IT IS 73.5 FEET NORTH OF NORTH ONE
 BJ4579'OF TWO 8-INCH OAK TREE, 39 FEET SOUTHWEST OF A 16-INCH OAK TREE IN A
 BJ4579'FENCE LINE AND 39.5 FEET SOUTHWEST OF A WIRE FENCE.
 BJ4579'
 BJ4579'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VENABLE NO 1 1939, SET
 BJ4579'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 BJ4579'INCH.  IT IS 39.5 FEET NORTH-NORTHEAST OF A NEW WIRE FENCE, 1 FOOT
 BJ4579'SOUTH-SOUTHWEST OF AN OLD WIRE FENCE, 1 FOOT LOWER THAN THE
 BJ4579'STATION MARK AND 0.5 FOOT WEST OF A 10-INCH PINE TREE.
 BJ4579'
 BJ4579'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED VENABLE NO 3 1939 1966,
 BJ4579'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ4579'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20.5 FEET SOUTH OF A
 BJ4579'16-INCH OAK TREE IN A FENCE LINE, 4 FEET SOUTHWEST OF A 14-INCH
 BJ4579'OAK TREE, 3.5 FEET EAST OF A FENCE CORNER AND ABOUT 2 FEET LOWER
 BJ4579'THAN THE STATION MARK.
 BJ4579'
 BJ4579'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED VENABLE 1939 1966, SET
 BJ4579'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4579'WITH THE SURFACE OF THE GROUND.  IT IS 57 FEET SOUTH-SOUTHWEST OF
 BJ4579'THE CENTER OF A PAVED ROAD, 22 FEET EAST OF A 14-INCH PINE TREE, 1.6
 BJ4579'FEET WEST OF A WIRE FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST
 BJ4579'WITH A SIGN ATTACHED.
 BJ4579'
 BJ4579'VENABLE RM A 1966 IS A STANDARD STATION MARK DISK, STAMPED VENABLE RM
 BJ4579'A 1966, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4579'THAT IS 10 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS IN OPEN
 BJ4579'FIELD 51 FEET NORTHEAST OF A FENCE.
 BJ4579'
 BJ4579'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 BJ4579'
 BJ4579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/4 MILES
 BJ4579'NORTHWEST OF GREENSBURG.
 BJ4579
 BJ4579                          STATION RECOVERY (1985)
 BJ4579
 BJ4579'RECOVERY NOTE BY LA TRANSP AND DEV 1985 (TLH)
 BJ4579'THE SURFACE STATION MARK WAS FOUND WITH THE CONCRETE MONUMENT CHIPPED
 BJ4579'ON THE EAST SIDE AND THE MONUMENT APPEARED TO BE VERTICAL AND SOLID
 BJ4579'IN THE GROUND.  THE RM A SURFACE STATION MARK, REFERENCE MARK 3 AND
 BJ4579'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 BJ4579'DISTANCE AND DIRECTION TO RM 3 COMPARED FAVORABLY WITH THE PREVIOUS
 BJ4579'DATA.  THE DISTANCE TO THE RM A STATION MISSED THE PREVIOUS DISTANCE
 BJ4579'0.024 METERS AND THE DIRECTION MISSED THE PREVIOUS AZIMUTH ABOUT 30
 BJ4579'SECONDS.  A NEW REFERENCE MARK WAS ESTABLISHED THIS DATE.  DUE TO
 BJ4579'SEVERAL CHANGES IN THE AREA, A NEW DESCRIPTION FOLLOWS.
 BJ4579'
 BJ4579'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 4, T2S,
 BJ4579'R5E.  OWNERSHIP MR. CLEON HUTCHINSON.
 BJ4579'
 BJ4579'TO REACH THE STATION FROM THE POST OFFICE IN GREENSBURG DRIVE EAST ON
 BJ4579'STATE HIGHWAY 10 FOR 0.3 KM (0.2 MI) THENCE LEFT AND GO NORTHERLY ON
 BJ4579'STATE HIGHWAY 43 FOR 7.5 KM (4.65 MI), THENCE LEFT AND GO WEST ON A
 BJ4579'PAVED ROAD FOR 3.0 KM (1.85 MI) TO AN ABANDONED FARM HOUSE AND BARN
 BJ4579'ON THE LEFT, THENCE LEFT INTO THE FARM YARD, PASS THROUGH A WIRE GATE
 BJ4579'WHICH IS BETWEEN THE HOUSE AND THE BARN, THENCE LEFT ON A TRACK ROAD
 BJ4579'SOUTH AND CONTINUE FOR 0.3 KM (0.2 MI) CROSSING A SMALL DRAINAGE
 BJ4579'DITCH TO A FENCE CORNER.
 BJ4579'
 BJ4579'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 BJ4579'STAMPED---VENABLE 1985---SET INTO THE TOP OF A ROUND CONCRETE
 BJ4579'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10.2 CM (4 INCHES)
 BJ4579'ABOVE THE GROUND LOCATED 12.9 METERS (42 FEET) S FROM A BARB WIRE
 BJ4579'FENCE, 12.5 METERS (41 FEET) WSW FROM A METAL WITNESS POST, AND 11.9
 BJ4579'METERS (39 FEET) S FROM AN 18-INCH OAK TREE WITH PAINTED RED TRIANGLE.
 BJ4579'
 BJ4579'THE UNDERGROUND MARK IS WAS NOT INSPECTED ON THIS DATE.
 BJ4579'
 BJ4579'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 BJ4579'NOS) DISK STAMPED---VENABLE NO 3 1939 1966---SET INTO THE TOP OF A
 BJ4579'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 BJ4579'GROUND LOCATED 1.4 METERS (4.5 FEET) SW FROM A 9-INCH OAK TREE, 0.9
 BJ4579'METER (3.0 FEET) E FROM A FENCE CORNER, 0.6 METER (2.0 FEET) N FROM A
 BJ4579'FENCE LINE, AND 0.6 METER (2.0 FEET) NW FROM A METAL WITNESS POST.
 BJ4579'
 BJ4579'REFERENCE MARK NO. 4 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 BJ4579'NOS) DISK STAMPED---VENABLE 1939 NO 4 1985---SET INTO THE TOP OF A
 BJ4579'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 2.5 CM
 BJ4579'(1 INCH) BELOW THE GROUND LOCATED 2.1 METERS (7 FEET) ESE FROM A
 BJ4579'10-INCH OAK TREE, 1.8 METERS (6 FEET) NE FROM A 10-INCH OAK TREE, AND
 BJ4579'1.5 METERS (5 FEET) NE FROM A METAL WITNESS POST.
 BJ4579'
 BJ4579'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS)
 BJ4579'DISK STAMPED---VENABLE 1939 1966---SET INTO THE TOP OF A ROUND
 BJ4579'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ4579'LOCATED 19.8 METERS (65 FEET) S FROM THE CENTER OF A PAVED ROAD, 6.7
 BJ4579'METERS (22 FEET) E FROM A 10-INCH PINE TREE, 0.5 METER (1.6 FEET) SW
 BJ4579'FROM A METAL WITNESS POST, AND 0.4 METER (1.5 FEET) W FROM A BARB
 BJ4579'WIRE FENCE.
 BJ4579'
 BJ4579'TO REACH THE AZIMUTH MARK FROM THE FARM HOUSE AND BARN, DRIVE WEST ON
 BJ4579'PAVED ROAD FOR 0.3 KM (0.2 MI) TO A FENCE AND THE AZIMUTH MARK ON THE
 BJ4579'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4583 ***********************************************************************
 BJ4583  DESIGNATION -  VENABLE 1939 RM A 1966
 BJ4583  PID         -  BJ4583
 BJ4583  STATE/COUNTY-  LA/ST HELENA
 BJ4583  USGS QUAD   -  LIVERPOOL (1981)
 BJ4583
 BJ4583                         *CURRENT SURVEY CONTROL
 BJ4583  ___________________________________________________________________
 BJ4583* NAD 83(1992)-  30 54 04.62843(N)    090 42 48.48348(W)     ADJUSTED  
 BJ4583* NAVD 88     -        97.2    (meters)     319.     (feet)  VERTCON   
 BJ4583  ___________________________________________________________________
 BJ4583  X           -     -68,208.277 (meters)                     COMP
 BJ4583  Y           -  -5,477,255.327 (meters)                     COMP
 BJ4583  Z           -   3,256,543.578 (meters)                     COMP
 BJ4583  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BJ4583  ELLIP HEIGHT-          70.15  (meters)          (01/02/04) GPS OBS
 BJ4583  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4583
 BJ4583  HORZ ORDER  -  FIRST
 BJ4583  ELLP ORDER  -  FOURTH    CLASS I
 BJ4583
 BJ4583.The horizontal coordinates were established by classical geodetic methods
 BJ4583.and adjusted by the National Geodetic Survey in May 1994..
 BJ4583
 BJ4583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4583
 BJ4583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4583
 BJ4583.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4583
 BJ4583.The ellipsoidal height was determined by GPS observations
 BJ4583.and is referenced to NAD 83.
 BJ4583
 BJ4583.The geoid height was determined by GEOID03.
 BJ4583
 BJ4583;                    North         East     Units Scale Factor Converg.
 BJ4583;SPC LA S     -   266,339.989 1,059,263.326   MT  1.00004900   +0 18 35.8
 BJ4583;SPC LA S     -   873,817.11  3,475,266.43   sFT  1.00004900   +0 18 35.8
 BJ4583;UTM  15      - 3,420,902.198   718,538.388   MT  1.00018916   +1 10 29.1
 BJ4583
 BJ4583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4583!SPC LA S     -   0.99998898  x   1.00004900  =   1.00003798
 BJ4583!UTM  15      -   0.99998898  x   1.00018916  =   1.00017814
 BJ4583
 BJ4583:                Primary Azimuth Mark                     Grid Az
 BJ4583:SPC LA S     -  YOUNG                                    096 18 59.4
 BJ4583:UTM  15      -  YOUNG                                    095 27 06.1
 BJ4583
 BJ4583|---------------------------------------------------------------------|
 BJ4583| PID    Reference Object                     Distance      Geod. Az  |
 BJ4583|                                                           dddmmss.s |
 BJ4583| BJ4540 YOUNG                               APPROX.11.0 KM 0963735.2 |
 BJ4583| BJ4579 VENABLE                              27.382 METERS 20559     |
 BJ4583| BJ5285 VENABLE AZ MK                       355.414 METERS 33106     |
 BJ4583|---------------------------------------------------------------------|
 BJ4583
 BJ4583                          SUPERSEDED SURVEY CONTROL
 BJ4583
 BJ4583  ELLIP H (05/13/94)   70.23   (m)                       GP(       ) 4 1
 BJ4583  NAD 83(1992)-  30 54 04.62986(N)    090 42 48.48358(W) AD(       ) 1
 BJ4583  ELLIP H (01/21/93)   70.17   (m)                       GP(       ) 4 2
 BJ4583  NAD 83(1986)-  30 54 04.64509(N)    090 42 48.47913(W) AD(       ) 1
 BJ4583  NAD 27      -  30 54 03.99525(N)    090 42 48.12189(W) AD(       ) 3
 BJ4583  NGVD 29 (06/20/87)   97.2    (m)          319.     (f) GPS OBS        
 BJ4583
 BJ4583.Superseded values are not recommended for survey control.
 BJ4583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4583.See file dsdata.txt to determine how the superseded data were derived.
 BJ4583
 BJ4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1853820902(NAD 83)
 BJ4583_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BJ4583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4583_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4583+STABILITY: SURFACE MOTION
 BJ4583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4583+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BJ4583
 BJ4583  HISTORY     - Date     Condition        Report By
 BJ4583  HISTORY     - 1966     MONUMENTED       CGS
 BJ4583  HISTORY     - 1985     GOOD             LADTD
 BJ4583  HISTORY     - 1987     GOOD             NGS
 BJ4583
 BJ4583                          STATION DESCRIPTION
 BJ4583
 BJ4583'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4583'STATION VENABLE IS REACHED FROM THE POST OFFICE IN GREENSBURG.  GO
 BJ4583'EAST ON STATE HIGHWAY 10 FOR 0.2 MILE.  TURN LEFT AND GO NORTHERLY ON
 BJ4583'STATE HIGHWAY 43 FOR 4.45 MILES.  TURN LEFT AND GO WEST ON A GRADED
 BJ4583'ROAD FOR 1.85 MILES TO A FARM HOUSE AND BARN ON THE LEFT.
 BJ4583'TURN LEFT INTO THE FARMYARD, PASS THROUGH A WIRE
 BJ4583'GATE WHICH IS BETWEEN THE HOUSE AND BARN, THENCE LEFT ON A TRACK ROAD
 BJ4583'SOUTH AND CONTINUE FOR 0.2 MILE, CROSSING A SMALL DRAINAGE DITCH
 BJ4583'TO A FENCE CORNER AND STATION VENABLE.
 BJ4583'
 BJ4583'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK.
 BJ4583'
 BJ4583'THE DISK IS SET IN THE TOP OF A 14 INCH CONCRETE CYLINDER MONUMENT
 BJ4583'THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS
 BJ4583'STAMPED VENABLE RM A 1966.  THE MARK IS 52.9 FEET NORTH-NORTHEAST OF
 BJ4583'A 14 INCH OAK TREE THAT IS USED AS A FENCE CORNER POST AND 43 FEET
 BJ4583'EAST OF FENCELINE.
 BJ4583'
 BJ4583'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION VENABLE 1939,
 BJ4583'DISTANCE BEING 27.377 METERS OR 89.82 FEET.
 BJ4583
 BJ4583                          STATION RECOVERY (1985)
 BJ4583
 BJ4583'RECOVERY NOTE BY LA TRANSP AND DEV 1985 (TLH)
 BJ4583'THIS STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, AND AS
 BJ4583'PREVIOUSLY DESCRIBED WITH THE EXCEPTION THAT THE MARK IS 12 INCHES
 BJ4583'BELOW THE GROUND SURFACE.
 BJ4583
 BJ4583                          STATION RECOVERY (1987)
 BJ4583
 BJ4583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BJ4583'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BJ4583'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BJ4583'OBSERVATIONS.
 BJ4583'
 BJ4583'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) NORTH-NORTHWEST OF
 BJ4583'GREENSBURG IN THE NORTHWEST QUARTER OF SECTION 4, T 2 S, R 5 E.
 BJ4583'OWNERSHIP--MR. CLEON HUTCHINSON, GREENSBURG, LA., TELEPHONE
 BJ4583'504-222-4566.
 BJ4583'
 BJ4583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 43
 BJ4583'0.3 KM (0.2 MI) EAST OF THE POST OFFICE IN GREENSBURG, GO NORTH ON
 BJ4583'HIGHWAY 43 FOR 7.7 KM (4.8 MI) TO A PAVED PARISH ROAD. TURN LEFT,
 BJ4583'WEST, ON THE PAVED ROAD FOR 3.0 KM (2 MI) TO AN ABANDONED FARM
 BJ4583'HOUSE AND BARN ON THE LEFT. PASS THROUGH A PIPE GATE AND GO SOUTH
 BJ4583'BEHIND THE ABANDONED HOUSE FOR 0.3 KM (0.2 MI) CROSSING A SMALL
 BJ4583'DRAINAGE DITCH FOLLOWING AN OLD FENCE LINE TO THE MARK ON TOP OF A
 BJ4583'HILL.
 BJ4583'
 BJ4583'THE STATION IS A STANDARD CGS DISK
 BJ4583'STAMPED---VENABLE 1939 RM A 1966---,
 BJ4583'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BJ4583'30 CM ON SIDE RECESSED 36 CM BELOW GROUND.  LOCATED
 BJ4583'31.1 METERS (102 FT) EAST FROM A WITNESS POST,
 BJ4583'30.5 METERS (100 FT) EAST FROM A 16-INCH POST OAK TREE,
 BJ4583'16.2 METERS (53 FT) NORTH-NORTHEAST FROM A 24-INCH POST OAK TREE AND
 BJ4583'13.6 METERS (44.5 FT) NORTHEAST FROM A WITNESS POST IN AN OLD FENCE
 BJ4583'LINE.
 BJ4583'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 BJ4583'STAMPED---VENABLE 1939 RM A 1966---,
 BJ4583'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 BJ4583'
 BJ4583'DESCRIBED BY R.A. BRANCH. TYPED BY WJR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5285 ***********************************************************************
 BJ5285  DESIGNATION -  VENABLE AZ MK
 BJ5285  PID         -  BJ5285
 BJ5285  STATE/COUNTY-  LA/ST HELENA
 BJ5285  USGS QUAD   -  LIVERPOOL (1981)
 BJ5285
 BJ5285                         *CURRENT SURVEY CONTROL
 BJ5285  ___________________________________________________________________
 BJ5285* NAD 83(1992)-  30 54 14.73185(N)    090 42 54.95167(W)     ADJUSTED  
 BJ5285* NAVD 88     -        98.0    (meters)     322.     (feet)  VERTCON   
 BJ5285  ___________________________________________________________________
 BJ5285  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ5285  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ5285
 BJ5285  HORZ ORDER  -  SECOND
 BJ5285
 BJ5285.The horizontal coordinates were established by classical geodetic methods
 BJ5285.and adjusted by the National Geodetic Survey in May 1994..
 BJ5285
 BJ5285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5285
 BJ5285.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5285
 BJ5285.The geoid height was determined by GEOID03.
 BJ5285
 BJ5285;                    North         East     Units Scale Factor Converg.
 BJ5285;SPC LA S     -   266,650.223 1,059,089.871   MT  1.00004977   +0 18 32.6
 BJ5285;SPC LA S     -   874,834.94  3,474,697.35   sFT  1.00004977   +0 18 32.6
 BJ5285;UTM  15      - 3,421,209.821   718,360.245   MT  1.00018820   +1 10 26.1
 BJ5285
 BJ5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5285!SPC LA S     -   0.99998888  x   1.00004977  =   1.00003865
 BJ5285!UTM  15      -   0.99998888  x   1.00018820  =   1.00017708
 BJ5285
 BJ5285|---------------------------------------------------------------------|
 BJ5285| PID    Reference Object                     Distance      Geod. Az  |
 BJ5285|                                                           dddmmss.s |
 BJ5285| BJ4583 VENABLE 1939 RM A 1966              355.414 METERS 15106     |
 BJ5285| BJ4579 VENABLE                             371.838 METERS 15433     |
 BJ5285|---------------------------------------------------------------------|
 BJ5285
 BJ5285                          SUPERSEDED SURVEY CONTROL
 BJ5285
 BJ5285  NAD 83(1992)-  30 54 14.73343(N)    090 42 54.95168(W) AD(       ) 2
 BJ5285  NAD 83(1986)-  30 54 14.74907(N)    090 42 54.94699(W) AD(       ) 2
 BJ5285  NGVD 29 (06/20/87)   98.0    (m)          322.     (f) GPS OBS        
 BJ5285
 BJ5285.Superseded values are not recommended for survey control.
 BJ5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5285.See file dsdata.txt to determine how the superseded data were derived.
 BJ5285
 BJ5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1836021210(NAD 83)
 BJ5285_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BJ5285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ5285_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ5285+STABILITY: SURFACE MOTION
 BJ5285
 BJ5285  HISTORY     - Date     Condition        Report By
 BJ5285  HISTORY     - 1939     MONUMENTED       CGS
 BJ5285  HISTORY     - 1985     GOOD             LADTD
 BJ5285
 BJ5285                          STATION DESCRIPTION
 BJ5285
 BJ5285'DESCRIBED BY LA TRANSP AND DEV 1985 (TLH)
 BJ5285'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 4, T2S,
 BJ5285'R5E.  OWNERSHIP MR. CLEON HUTCHINSON.
 BJ5285'
 BJ5285'TO REACH THE STATION FROM THE POST OFFICE IN GREENSBURG, DRIVE EAST
 BJ5285'ON STATE HIGHWAY 10 FOR 0.3 KM (0.2 MI) THENCE LEFT AND GO NORTHERLY
 BJ5285'ON STATE HIGHWAY 43 FOR 7.5 KM (4.65 MI), THENCE LEFT AND GO WEST ON
 BJ5285'A PAVED ROAD FOR 3.0 KM (1.85 MI) TO AN ABANDONED FARM HOUSE AND BARN
 BJ5285'ON THE LEFT.  CONTINUE STRAIGHT AHEAD, WEST ON PAVED ROAD FOR 0.3 KM
 BJ5285'(0.2 MI) TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT.
 BJ5285'
 BJ5285'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 BJ5285'STAMPED---VENABLE 1939 1966 AZ MK---SET INTO THE TOP OF A ROUND
 BJ5285'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 BJ5285'LOCATED 19.8 METERS (65 FEET) S FROM THE CENTER OF A PAVED ROAD, 6.7
 BJ5285'METERS (22 FEET) E FROM A 10-INCH PINE TREE, 0.5 METER (1.6 FEET) SW
 BJ5285'FROM A METAL WITNESS POST, AND 0.4 METER (1.5 FEET) W FROM A BARB
 BJ5285'WIRE FENCE.
 BJ5285'
 BJ5285'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 BJ5285'NOS) DISK STAMPED---VENABLE 1939---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2818 ***********************************************************************
 BH2818  DESIGNATION -  VENETIAN
 BH2818  PID         -  BH2818
 BH2818  STATE/COUNTY-  LA/ORLEANS
 BH2818  USGS QUAD   -  CHEF MENTEUR (1994)
 BH2818
 BH2818                         *CURRENT SURVEY CONTROL
 BH2818  ___________________________________________________________________
 BH2818* NAD 83(1992)-  30 03 57.42031(N)    089 48 23.85677(W)     ADJUSTED  
 BH2818* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BH2818  **This station is located in a subsidence area (see below).
 BH2818  ___________________________________________________________________
 BH2818  X           -      18,645.395 (meters)                     COMP
 BH2818  Y           -  -5,524,544.418 (meters)                     COMP
 BH2818  Z           -   3,176,690.358 (meters)                     COMP
 BH2818  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BH2818  ELLIP HEIGHT-         -25.11  (meters)          (01/21/03) GPS OBS
 BH2818  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BH2818  DYNAMIC HT  -           1.4   (meters)       5.    (feet)  COMP
 BH2818  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 BH2818
 BH2818  HORZ ORDER  -  FIRST
 BH2818  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH2818  ELLP ORDER  -  FOURTH    CLASS I
 BH2818
 BH2818.The horizontal coordinates were established by classical geodetic methods
 BH2818.and adjusted by the National Geodetic Survey in May 1994..
 BH2818
 BH2818 ** The orthometric height has not been validated since last determined
 BH2818 ** by differential leveling and should not be used for control purposes.
 BH2818 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2818 ** area with valid NAVD 88 orthometric heights.
 BH2818 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2818 ** epoch indicated which incorporates improved geoid heights for the
 BH2818 ** Southern Louisiana Subsidence area.
 BH2818 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2818.The orthometric height was scaled from a topographic map.
 BH2818.The vertical order pertains to the first NAVD 88 superseded value.
 BH2818
 BH2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2818
 BH2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2818
 BH2818.The ellipsoidal height was determined by GPS observations
 BH2818.and is referenced to NAD 83.
 BH2818
 BH2818.The geoid height was determined by GEOID03.
 BH2818
 BH2818.The dynamic height is computed by dividing the NAVD 88
 BH2818.geopotential number by the normal gravity value computed on the
 BH2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2818.degrees latitude (g = 980.6199 gals.).
 BH2818
 BH2818.The modeled gravity was interpolated from observed gravity values.
 BH2818
 BH2818;                    North         East     Units Scale Factor Converg.
 BH2818;SPC LA S     -   174,557.207 1,147,193.537   MT  0.99992639   +0 45 48.1
 BH2818;SPC LA S     -   572,693.10  3,763,750.80   sFT  0.99992639   +0 45 48.1
 BH2818;UTM  16      - 3,329,414.906   229,432.220   MT  1.00050329   -1 24 25.1
 BH2818
 BH2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2818!SPC LA S     -   1.00000394  x   0.99992639  =   0.99993033
 BH2818!UTM  16      -   1.00000394  x   1.00050329  =   1.00050724
 BH2818
 BH2818:                Primary Azimuth Mark                     Grid Az
 BH2818:SPC LA S     -  VENETIAN ISLES MICROWAVE TOWER           033 55 02.0
 BH2818:UTM  16      -  VENETIAN ISLES MICROWAVE TOWER           036 05 15.2
 BH2818
 BH2818|---------------------------------------------------------------------|
 BH2818| PID    Reference Object                     Distance      Geod. Az  |
 BH2818|                                                           dddmmss.s |
 BH2818| BH2809 VENETIAN ISLES MICROWAVE TOWER      APPROX. 0.5 KM 0344050.1 |
 BH2818| BH1127 A 3121                              319.892 METERS 23516     |
 BH2818| BH2827 MICHOUD SO BELL TEL MICROWAVE       APPROX.10.4 KM 2514657.5 |
 BH2818| BH2838 MICHOUD N O WATER BD TANK           APPROX. 8.9 KM 2540607.4 |
 BH2818| BH3094 VENETIAN RM 1                        28.090 METERS 27013     |
 BH2818| BH2815 CHEF MENTEUR ATT MICROWAVE TWR      APPROX. 2.5 KM 2721012.0 |
 BH2818| BH2813 VENETIAN ISLES WATER TANK           APPROX. 0.6 KM 3095219.2 |
 BH2818| BH2794 HERBES                              APPROX.11.0 KM 3341122.2 |
 BH2818| BH3109 VENETIAN RM 2                        28.666 METERS 34646     |
 BH2818|---------------------------------------------------------------------|
 BH2818
 BH2818                          SUPERSEDED SURVEY CONTROL
 BH2818
 BH2818  ELLIP H (05/13/94)  -25.09   (m)                       GP(       ) 4 1
 BH2818  NAD 83(1992)-  30 03 57.42033(N)    089 48 23.85675(W) AD(       ) 1
 BH2818  ELLIP H (01/21/93)  -25.09   (m)                       GP(       ) 4 2
 BH2818  NAD 83(1986)-  30 03 57.43335(N)    089 48 23.85274(W) AD(       ) 1
 BH2818  NAD 27      -  30 03 56.71514(N)    089 48 23.62332(W) AD(       ) 1
 BH2818  NAVD 88 (02/14/94)    1.372  (m)            4.50   (f) UNKNOWN     1 1
 BH2818  NGVD 29 (05/21/91)    1.434  (m)            4.70   (f) ADJUSTED    1 1
 BH2818
 BH2818.Superseded values are not recommended for survey control.
 BH2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2818.See file dsdata.txt to determine how the superseded data were derived.
 BH2818
 BH2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2943229415(NAD 83)
 BH2818_MARKER: DS = TRIANGULATION STATION DISK
 BH2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2818_SP_SET: CONCRETE POST
 BH2818_STAMPING: VENETIAN 1972
 BH2818_MARK LOGO: NGS   
 BH2818_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2818+STABILITY: SURFACE MOTION
 BH2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2818+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1994
 BH2818
 BH2818  HISTORY     - Date     Condition        Report By
 BH2818  HISTORY     - 1972     MONUMENTED       NGS
 BH2818  HISTORY     - 1972     GOOD             NGS
 BH2818  HISTORY     - 19880920 GOOD             LADTD
 BH2818  HISTORY     - 19890120 GOOD
 BH2818  HISTORY     - 19901016 GOOD             NGS
 BH2818  HISTORY     - 19941024 GOOD             NGS
 BH2818
 BH2818                          STATION DESCRIPTION
 BH2818
 BH2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2818'MEASUREMENT WERE MADE WITH A 30 METER AND 300 FOOT TAPE, HOLDING 5
 BH2818'AND 10 KGS. TENSION.
 BH2818'
 BH2818'THE STATION IS ABOUT 18 MILES SOUTH-SOUTHWEST OF SLIDELL, 13 MILES
 BH2818'NORTHEAST OF CHALMETTE, IN SECTION 37, T11S, R14E, AND ON LAND OWNED
 BH2818'BY THE VENETIAN ISLE INCORPORATION, 13232 CHEF MENTR HIGHWAY, NEW
 BH2818'ORLEANS, LOUISIANA.
 BH2818'
 BH2818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11 AND 90,
 BH2818'ABOUT 11.5 MILES NORTHEAST OF CHALMETTE, GO NORTHEAST ON U.S.
 BH2818'HIGHWAY 90 FOR 3.4 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BH2818'NORTHEAST ON U.S. HIGHWAY 90 FOR 0.2 MILE TO THE VENETIAN ISLE
 BH2818'INCORPORATION SIGN ON THE LEFT AND THE STATION.
 BH2818'
 BH2818'STATION MARKS ARE STANDARD DISKS STAMPED VENETIAN 1972.  THE SURFACE
 BH2818'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BH2818'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 158 FEET NORTH OF A
 BH2818'POWERLINE POLE, 134 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 90
 BH2818'AND 117 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING.
 BH2818'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BH2818'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BH2818'
 BH2818'REFERENCE MARK 1, A STANDARD DISK STAMPED VENETIAN NO 1 1972, IS
 BH2818'CEMENTED IN A DRILL HOLE IN A CONCRETE WALL OF CANAL FLUSH WITH THE
 BH2818'TOP OF WALL.  IT IS 77 FEET EAST-SOUTHEAST OF AN 8-INCH PALM TREE
 BH2818'AND 53 FEET NORTH OF THE NORTHEAST CORNER OF THE SMALL BUILDING.
 BH2818'
 BH2818'REFERENCE MARK 2, A STANDARD DISK STAMPED VENETIAN NO 2 1972, IS
 BH2818'CEMENTED IN A DRILL HOLE IN A CONCRETE WALL OF CANAL FLUSH WITH THE
 BH2818'TOP OF WALL.  IT IS 165 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BH2818'SMALL BUILDING.
 BH2818'
 BH2818'A3121 (AZIMUTH MARK), A STANDARD LOUISIANA GEODETIC SURVEY DISK
 BH2818'STAMPED W.P.A. A3121, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BH2818'CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS
 BH2818'54 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 90, 9.5 FEET
 BH2818'NORTH-NORTHWEST OF THE NORTH POST OF A LARGE SIGN AND 1 FOOT WEST
 BH2818'OF A METAL WITNESS POST.
 BH2818'
 BH2818'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 BH2818
 BH2818                          STATION RECOVERY (1972)
 BH2818
 BH2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH2818'RECOVERED IN GOOD CONDITION.
 BH2818
 BH2818                          STATION RECOVERY (1988)
 BH2818
 BH2818'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH2818'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTH-SOUTHWEST OF
 BH2818'SLIDELL, 21 KM (13.05 MI) NORTHEAST OF CHALMETTE IN SECTION 37, T 11
 BH2818'S, R 11 E.  OWNERSHIP--VENETIAN ISLE INCORPORATION, 13232 CHEF MENTUR
 BH2818'HIGHWAY, NEW ORLEANS, LOUISIANA.
 BH2818'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 11 AND 90 ABOUT
 BH2818'18.5 KM (11.50 MI) NORTHEAST OF CHALMETTE GO NORTHEAST ON U S HIGHWAY
 BH2818'90 FOR 5.8 KM (3.60 MI) TO THE STATION ON THE LEFT AND EAST OF SAN
 BH2818'MARCO RD AND SOUTH OF THE SOUTH END OF A CANAL IN AN OPEN LOT.
 BH2818'THE STATION IS FLUSH WITH THE GROUND 61 M (200.1 FT) NORTH-NORTHEAST
 BH2818'FROM THE CENTER OF SAN MARCO RD, 48 M (157.5 FT) NORTH FROM A POWER
 BH2818'POLE WITH A SECURITY LIGHT, 43 M (141.1 FT) NORTHWEST FROM THE CENTER
 BH2818'OF HIGHWAY 90, 28.3 M (92.8 FT) WEST-SOUTHWEST FROM A POWER POLE, 18 M
 BH2818'(59.1 FT) SOUTHEAST FROM THE SOUTH END OF A CANAL, 4.9 M (16.1 FT)
 BH2818'WEST-NORTHWEST FROM THE SOUTH WEST CORNER OF A WHITE PICKET FENCE AND
 BH2818'0.9 M (3.0 FT) SOUTH-SOUTHWEST FROM A WHITE PICKET FENCE.
 BH2818
 BH2818                          STATION RECOVERY (1989)
 BH2818
 BH2818'RECOVERED 1989
 BH2818'RECOVERED IN GOOD CONDITION.
 BH2818
 BH2818                          STATION RECOVERY (1990)
 BH2818
 BH2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH2818'6.0 KM (3.7 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH2818'HIGHWAY) FROM THE JUNCTION OF U.S. HIGHWAY 11 IN NEW ORLEANS, AT THE
 BH2818'VENETIAN ISLES AND FORT MACOMB RUINS, 60.8 M (199.5 FT) NORTHEAST OF
 BH2818'THE CENTER OF SAN MARCO ROAD, 41.1 M (134.8 FT) NORTHWEST OF AND
 BH2818'LEVEL WITH THE HIGHWAY CENTERLINE, 28.4 M (93.2 FT) NORTHWEST OF A
 BH2818'UTILITY POLE, 18.2 M (59.7 FT) SOUTHWEST OF THE NORTHWEST FACE OF A
 BH2818'CONCRETE CANAL LINING, 4.8 M (15.7 FT) NORTHWEST OF THE SOUTHEAST END
 BH2818'OF A PICKET FENCE, 0.9 M (3.0 FT) SOUTHWEST OF THE FENCE, AND THE
 BH2818'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BH2818
 BH2818                          STATION RECOVERY (1994)
 BH2818
 BH2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH2818'22.8 KM (14.15 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH2818'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH2818'60.8 M (199.5 FT) NORTHEAST OF THE CENTER OF SAN MARCO ROAD, 41.1 M
 BH2818'(134.8 FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 28.4 M
 BH2818'(93.2 FT) NORTHWEST OF A UTILITY POLE, 28.2 M (92.5 FT) EAST-NORTHEAST
 BH2818'OF REFERENCE MARK 1, 4.8 M (15.7 FT) NORTHWEST OF THE SOUTHEAST END OF
 BH2818'A PICKET FENCE, 0.9 M (3.0 FT) SOUTHWEST OF THE FENCE AND A WITNESS
 BH2818'SIGN, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3006 ***********************************************************************
 BH3006  DESIGNATION -  VENETIAN AZ MK 2
 BH3006  PID         -  BH3006
 BH3006  STATE/COUNTY-  LA/ORLEANS
 BH3006  USGS QUAD   -  CHEF MENTEUR (1994)
 BH3006
 BH3006                         *CURRENT SURVEY CONTROL
 BH3006  ___________________________________________________________________
 BH3006* NAD 83(1992)-  30 03 51.81365(N)    089 48 31.13328(W)     ADJUSTED  
 BH3006* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 BH3006  **This station is located in a subsidence area (see below).
 BH3006  ___________________________________________________________________
 BH3006  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH3006  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BH3006  DYNAMIC HT  -           2.3   (meters)       8.    (feet)  COMP
 BH3006  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BH3006
 BH3006  HORZ ORDER  -  SECOND
 BH3006  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH3006
 BH3006.The horizontal coordinates were established by classical geodetic methods
 BH3006.and adjusted by the National Geodetic Survey in May 1994..
 BH3006.No horizontal observational check was made to the station.
 BH3006
 BH3006 ** The orthometric height has not been validated since last determined
 BH3006 ** by differential leveling and should not be used for control purposes.
 BH3006 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH3006 ** area with valid NAVD 88 orthometric heights.
 BH3006 ** The geoid height was determined by a new realization of GEOID03 for the
 BH3006 ** epoch indicated which incorporates improved geoid heights for the
 BH3006 ** Southern Louisiana Subsidence area.
 BH3006 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH3006.The orthometric height was scaled from a topographic map.
 BH3006.The vertical order pertains to the first NAVD 88 superseded value.
 BH3006
 BH3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3006
 BH3006.The geoid height was determined by GEOID03.
 BH3006
 BH3006.The dynamic height is computed by dividing the NAVD 88
 BH3006.geopotential number by the normal gravity value computed on the
 BH3006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3006.degrees latitude (g = 980.6199 gals.).
 BH3006
 BH3006.The modeled gravity was interpolated from observed gravity values.
 BH3006
 BH3006;                    North         East     Units Scale Factor Converg.
 BH3006;SPC LA S     -   174,381.997 1,147,000.971   MT  0.99992636   +0 45 44.5
 BH3006;SPC LA S     -   572,118.27  3,763,119.02   sFT  0.99992636   +0 45 44.5
 BH3006;UTM  16      - 3,329,247.017   229,233.042   MT  1.00050462   -1 24 28.5
 BH3006
 BH3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3006!SPC LA S     -   1.00000378  x   0.99992636  =   0.99993014
 BH3006!UTM  16      -   1.00000378  x   1.00050462  =   1.00050840
 BH3006
 BH3006                          SUPERSEDED SURVEY CONTROL
 BH3006
 BH3006  NAD 83(1992)-  30 03 51.81368(N)    089 48 31.13324(W) AD(       ) 2
 BH3006  NAD 83(1986)-  30 03 51.82672(N)    089 48 31.12924(W) AD(       ) 2
 BH3006  NAVD 88 (02/14/94)    2.258  (m)            7.41   (f) UNKNOWN     1 1
 BH3006  NGVD 29 (05/21/91)    2.320  (m)            7.61   (f) ADJUSTED    1 1
 BH3006
 BH3006.Superseded values are not recommended for survey control.
 BH3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3006.See file dsdata.txt to determine how the superseded data were derived.
 BH3006
 BH3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2923329247(NAD 83)
 BH3006_MARKER: DZ = AZIMUTH MARK DISK
 BH3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3006_SP_SET: CONCRETE POST
 BH3006_STAMPING: VENETIAN NO 2 1988
 BH3006_MARK LOGO: NGS   
 BH3006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3006+STABILITY: SURFACE MOTION
 BH3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3006+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1994
 BH3006
 BH3006  HISTORY     - Date     Condition        Report By
 BH3006  HISTORY     - 1988     MONUMENTED       LADTD
 BH3006  HISTORY     - 19901023 GOOD             NGS
 BH3006  HISTORY     - 19941024 GOOD             NGS
 BH3006
 BH3006                          STATION DESCRIPTION
 BH3006
 BH3006'DESCRIBED BY LA TRANSP AND DEV 1988
 BH3006'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTH-SOUTHWEST OF
 BH3006'SLIDELL, 21 KM (13.05 MI) NORTHEAST OF CHALMETTE AND EAST OF THE
 BH3006'ENTRANCE INTO THE ELAN VITAL WATERFRONT COMMUNITY.
 BH3006'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH3006'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 11 AND 90 ABOUT
 BH3006'18.5 KM (11.50 MI) NORTHEAST OF CHALMETTE GO NORTHEAST ON U S HIGHWAY
 BH3006'90 FOR 5.5 KM (3.40 MI) TO THE STATION ON THE RIGHT SET ON THE NORTH
 BH3006'EXTENDED CENTER OF CARPORT NO 41 OF THE ELAN VITAL WATERFRONT
 BH3006'COMMUNITY.
 BH3006'THE STATION IS FLUSH WITH THE GROUND 30 M (98.4 FT) SOUTH-SOUTHWEST
 BH3006'FROM A POWER POLE NO. 446 WITH A TRANSFORMER, 15.8 M (51.8 FT) SOUTH
 BH3006'FROM THE CENTER OF HIGHWAY 90, 1.2 M (3.9 FT) NORTH FROM A TALL PICKET
 BH3006'FENCE AND 1.1 M (3.6 FT) NORTH FROM A WITNESS POST.
 BH3006
 BH3006                          STATION RECOVERY (1990)
 BH3006
 BH3006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH3006'5.6 KM (3.5 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BH3006'U.S. HIGHWAY 11 IN NEW ORLEANS, 30.0 M (98.4 FT) SOUTH-SOUTHWEST OF
 BH3006'UTILITY POLE NUMBER 446 WITH A TRANSFORMER, 15.8 M (51.8 FT) SOUTH OF
 BH3006'AND LEVEL WITH THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) NORTH OF A
 BH3006'PICKET FENCE, 1.1 M (3.6 FT) NORTH OF A WITNESS POST, AND THE
 BH3006'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BH3006
 BH3006                          STATION RECOVERY (1994)
 BH3006
 BH3006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH3006'22.5 KM (14.00 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH3006'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH3006'30.0 M (98.4 FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH A TRANSFORMER,
 BH3006'15.8 M (51.8 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 1.2 M
 BH3006'(3.9 FT) NORTH OF A PICKET FENCE, 1.1 M (3.6 FT) NORTH OF A WITNESS
 BH3006'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2809 ***********************************************************************
 BH2809  DESIGNATION -  VENETIAN ISLES MICROWAVE TOWER
 BH2809  PID         -  BH2809
 BH2809  STATE/COUNTY-  LA/ORLEANS
 BH2809  USGS QUAD   -  CHEF MENTEUR (1994)
 BH2809
 BH2809                         *CURRENT SURVEY CONTROL
 BH2809  ___________________________________________________________________
 BH2809* NAD 83(1992)-  30 04 11.47297(N)    089 48 12.67747(W)     ADJUSTED  
 BH2809* NAVD 88     -                                                        
 BH2809  **This station is located in a subsidence area (see below).
 BH2809  ___________________________________________________________________
 BH2809  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BH2809  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BH2809
 BH2809  HORZ ORDER  -  THIRD
 BH2809
 BH2809.The horizontal coordinates were established by classical geodetic methods
 BH2809.and adjusted by the National Geodetic Survey in May 1994..
 BH2809
 BH2809 ** The orthometric height has not been validated since last determined
 BH2809 ** by differential leveling and should not be used for control purposes.
 BH2809 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2809 ** area with valid NAVD 88 orthometric heights.
 BH2809 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2809 ** epoch indicated which incorporates improved geoid heights for the
 BH2809 ** Southern Louisiana Subsidence area.
 BH2809 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2809
 BH2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2809
 BH2809.The geoid height was determined by GEOID03.
 BH2809
 BH2809;                    North         East     Units Scale Factor Converg.
 BH2809;SPC LA S     -   174,993.849 1,147,487.138   MT  0.99992647   +0 45 53.7
 BH2809;SPC LA S     -   574,125.65  3,764,714.05   sFT  0.99992647   +0 45 53.7
 BH2809;UTM  16      - 3,329,840.360   229,742.325   MT  1.00050122   -1 24 20.1
 BH2809
 BH2809                          SUPERSEDED SURVEY CONTROL
 BH2809
 BH2809  NAD 83(1992)-  30 04 11.47338(N)    089 48 12.67693(W) AD(       ) 4
 BH2809  NAD 83(1986)-  30 04 11.48595(N)    089 48 12.67375(W) AD(       ) 4
 BH2809  NAD 27      -  30 04 10.76046(N)    089 48 12.45218(W) AD(       ) 3
 BH2809
 BH2809.Superseded values are not recommended for survey control.
 BH2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2809.See file dsdata.txt to determine how the superseded data were derived.
 BH2809
 BH2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2974229840(NAD 83)
 BH2809_MARKER: 45 = MICROWAVE TOWER
 BH2809
 BH2809  HISTORY     - Date     Condition        Report By
 BH2809  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2809  HISTORY     - 1969     GOOD             CGS
 BH2809  HISTORY     - 1972     GOOD             NGS
 BH2809  HISTORY     - 1973     GOOD             NGS
 BH2809
 BH2809                          STATION DESCRIPTION
 BH2809
 BH2809'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2809'STATION IS THE CENTER OF THE TOP OF THE TOWER. IT IS A 3 LEGGED
 BH2809'STEEL STRUCTURE PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS. THE
 BH2809'STRUCTURE HAS TWO REFLECTOR SCREENS ONE ON THE EAST AND WEST SIDES.
 BH2809'THE OVERALL HEIGHT IS ABOUT 175 FEET.
 BH2809'
 BH2809'STATION IS LOCATED ABOUT 0.05 MILE NORTHWEST OF FORT MACOMB AND
 BH2809'ABOUT 300 FEET NORTHWEST OF THE NORTH END OF THE LONG-SIMPSON
 BH2809'BRIDGE.
 BH2809
 BH2809                          STATION RECOVERY (1969)
 BH2809
 BH2809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 BH2809'RECOVERED IN GOOD CONDITION. THERE ARE NOW FOUR REFLECTOR SCREENS ON
 BH2809'THE STRUCTURE. THE ORIGINAL DESCRIPTION SHOULD READ - ABOUT 0.5 MILE
 BH2809'NORTH OF FORT MACOMB RUINS - INSTEAD OF ... ABOUT 0.05 MILE
 BH2809'NORTHWEST...
 BH2809
 BH2809                          STATION RECOVERY (1972)
 BH2809
 BH2809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2809'THE STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION
 BH2809'IS ADEQUATE WITH THE EXCEPTION IT IS LOCATED IN ORLEANS PARISH
 BH2809'INSTEAD OF ST. BERNARD PARISH.
 BH2809
 BH2809                          STATION RECOVERY (1973)
 BH2809
 BH2809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 BH2809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2813 ***********************************************************************
 BH2813  DESIGNATION -  VENETIAN ISLES WATER TANK
 BH2813  PID         -  BH2813
 BH2813  STATE/COUNTY-  LA/ORLEANS
 BH2813  USGS QUAD   -  CHEF MENTEUR (1994)
 BH2813
 BH2813                         *CURRENT SURVEY CONTROL
 BH2813  ___________________________________________________________________
 BH2813* NAD 83(1992)-  30 04 10.66813(N)    089 48 42.09159(W)     ADJUSTED  
 BH2813* NAVD 88     -                                                        
 BH2813  **This station is located in a subsidence area (see below).
 BH2813  ___________________________________________________________________
 BH2813  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH2813  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BH2813
 BH2813  HORZ ORDER  -  THIRD
 BH2813
 BH2813.The horizontal coordinates were established by classical geodetic methods
 BH2813.and adjusted by the National Geodetic Survey in May 1994..
 BH2813
 BH2813 ** The orthometric height has not been validated since last determined
 BH2813 ** by differential leveling and should not be used for control purposes.
 BH2813 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2813 ** area with valid NAVD 88 orthometric heights.
 BH2813 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2813 ** epoch indicated which incorporates improved geoid heights for the
 BH2813 ** Southern Louisiana Subsidence area.
 BH2813 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2813
 BH2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2813
 BH2813.The geoid height was determined by GEOID03.
 BH2813
 BH2813;                    North         East     Units Scale Factor Converg.
 BH2813;SPC LA S     -   174,958.581 1,146,699.798   MT  0.99992646   +0 45 39.0
 BH2813;SPC LA S     -   574,009.94  3,762,130.92   sFT  0.99992646   +0 45 39.0
 BH2813;UTM  16      - 3,329,834.934   228,953.759   MT  1.00050649   -1 24 34.8
 BH2813
 BH2813                          SUPERSEDED SURVEY CONTROL
 BH2813
 BH2813  NAD 83(1992)-  30 04 10.66827(N)    089 48 42.09087(W) AD(       ) 4
 BH2813  NAD 83(1986)-  30 04 10.68109(N)    089 48 42.08728(W) AD(       ) 4
 BH2813  NAD 27      -  30 04 09.96363(N)    089 48 41.85737(W) AD(       ) 3
 BH2813
 BH2813.Superseded values are not recommended for survey control.
 BH2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2813.See file dsdata.txt to determine how the superseded data were derived.
 BH2813
 BH2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2895429835(NAD 83)
 BH2813_MARKER: 53 = ELEVATED TANK
 BH2813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH2813
 BH2813  HISTORY     - Date     Condition        Report By
 BH2813  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2813  HISTORY     - 1969     GOOD             CGS
 BH2813  HISTORY     - 1972     GOOD             NGS
 BH2813  HISTORY     - 1973     GOOD             NGS
 BH2813  HISTORY     - 1980     GOOD             NOS
 BH2813  HISTORY     - 19961226 GOOD             USPSQD
 BH2813
 BH2813                          STATION DESCRIPTION
 BH2813
 BH2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2813'THE STATION IS THE CENTER OF THE TOP OF THE TANK. IT IS A SPHERICAL
 BH2813'SHAPED TANK PAINTED A DARK BLUE WITH THE LEGEND VENETIAN ISLES ON
 BH2813'THE SOUTH SIDE. THE OVERALL HEIGHT IS ABOUT 150 FEET.
 BH2813'
 BH2813'LOCATED ON THE WEST SIDE OF CHEF MENTEUR, ON THE NORTHWEST SIDE OF
 BH2813'U.S. HIGHWAY 90 AND ABOUT 1/2 MILE NORTHWEST OF OLD FORT MACOMB.
 BH2813
 BH2813                          STATION RECOVERY (1969)
 BH2813
 BH2813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 BH2813'RECOVERED IN GOOD CONDITION. THE 1966 DESCRIPTION IS ADEQUATE. THE
 BH2813'LEGEND VENETIAN ISLES IS ALSO ON THE NORTH SIDE OF THE TANK.
 BH2813
 BH2813                          STATION RECOVERY (1972)
 BH2813
 BH2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2813'THE STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION
 BH2813'IS ADEQUATE WITH THE EXCEPTION IT IS LOCATED IN ORLEANS PARISH
 BH2813'INSTEAD OF ST. BERNARD PARISH.
 BH2813'
 BH2813'THE LIGHT AT THE TOP OF THE TANK IS THE POINT OF INTERSECTION.
 BH2813
 BH2813                          STATION RECOVERY (1973)
 BH2813
 BH2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 BH2813'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT IT IS
 BH2813'NOW PAINTED WHITE.
 BH2813
 BH2813                          STATION RECOVERY (1980)
 BH2813
 BH2813'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BH2813'RECOVERED AS DESCRIBED.
 BH2813
 BH2813                          STATION RECOVERY (1996)
 BH2813
 BH2813'RECOVERY NOTE BY US POWER SQUADRON 1996
 BH2813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1085 ***********************************************************************
 AT1085  DESIGNATION -  VENICE 2
 AT1085  PID         -  AT1085
 AT1085  STATE/COUNTY-  LA/PLAQUEMINES
 AT1085  USGS QUAD   -  VENICE (1993)
 AT1085
 AT1085                         *CURRENT SURVEY CONTROL
 AT1085  ___________________________________________________________________
 AT1085* NAD 83(1992)-  29 16 15.20801(N)    089 21 11.87060(W)     ADJUSTED  
 AT1085* NAVD 88     -         1.9  **(meters)       6.   **(feet)  VERTCON   
 AT1085  **This station is located in a subsidence area (see below).
 AT1085  ___________________________________________________________________
 AT1085  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AT1085  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1085
 AT1085  HORZ ORDER  -  THIRD
 AT1085
 AT1085.The horizontal coordinates were established by classical geodetic methods
 AT1085.and adjusted by the National Geodetic Survey in January 1993..
 AT1085.No horizontal observational check was made to the station.
 AT1085
 AT1085 ** The orthometric height has not been validated since last determined
 AT1085 ** by differential leveling and should not be used for control purposes.
 AT1085 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1085 ** area with valid NAVD 88 orthometric heights.
 AT1085 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1085 ** epoch indicated which incorporates improved geoid heights for the
 AT1085 ** Southern Louisiana Subsidence area.
 AT1085 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1085
 AT1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1085
 AT1085.The geoid height was determined by GEOID03.
 AT1085
 AT1085;                    North         East     Units Scale Factor Converg.
 AT1085;SPC LA S     -    87,113.691 1,192,418.989   MT  1.00000629   +0 59 24.2
 AT1085;SPC LA S     -   285,805.50  3,912,127.97   sFT  1.00000629   +0 59 24.2
 AT1085;UTM  16      - 3,240,295.292   271,355.380   MT  1.00024513   -1 09 04.0
 AT1085
 AT1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1085!SPC LA S     -   1.00000346  x   1.00000629  =   1.00000975
 AT1085!UTM  16      -   1.00000346  x   1.00024513  =   1.00024859
 AT1085
 AT1085|---------------------------------------------------------------------|
 AT1085| PID    Reference Object                     Distance      Geod. Az  |
 AT1085|                                                           dddmmss.s |
 AT1085| AT1086 VENICE HUB 2                         83.634 METERS 05200     |
 AT1085| AT1078 VENICE HUMBLE OIL CO TOWER          APPROX. 0.9 KM 1770102.3 |
 AT1085| AT1080 VENICE FREEPORT SULPHUR MAST        APPROX. 0.5 KM 1792019.2 |
 AT1085| AT1061 TIDEWATER MAST                      APPROX. 5.6 KM 2211901.6 |
 AT1085| AT1430 VENICE 2 RM 6                        52.661 METERS 25020     |
 AT1085| AT1084 VENICE 2 RM 5                       348.720 METERS 25601     |
 AT1085| AT1431 VENICE 2 RM 7                        47.637 METERS 31100     |
 AT1085| AT1087 VENICE HUB 1                        105.789 METERS 35555     |
 AT1085|---------------------------------------------------------------------|
 AT1085
 AT1085                          SUPERSEDED SURVEY CONTROL
 AT1085
 AT1085  NAD 83(1986)-  29 16 15.21343(N)    089 21 11.87964(W) AD(       ) 3
 AT1085  NAD 27      -  29 16 14.41866(N)    089 21 11.68499(W) AD(       ) 3
 AT1085  NGVD 29 (11/02/92)    2.0    (m)            7.     (f) VERT ANG       
 AT1085
 AT1085.Superseded values are not recommended for survey control.
 AT1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1085.See file dsdata.txt to determine how the superseded data were derived.
 AT1085
 AT1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7135540295(NAD 83)
 AT1085_MARKER: DS = TRIANGULATION STATION DISK
 AT1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AT1085_STAMPING: VENICE 2 1974
 AT1085_MARK LOGO: NGS   
 AT1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1085+STABILITY: SURFACE MOTION
 AT1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1085+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1980
 AT1085
 AT1085  HISTORY     - Date     Condition        Report By
 AT1085  HISTORY     - 1974     MONUMENTED       NGS
 AT1085  HISTORY     - 19800923 GOOD             NGS
 AT1085  HISTORY     - 20060826 MARK NOT FOUND   NGS
 AT1085
 AT1085                          STATION DESCRIPTION
 AT1085
 AT1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 AT1085'THE STATION IS LOCATED THE VILLAGE OF VENICE, 352 FEET WEST-SOUTHWEST
 AT1085'OF THE CENTER OF STATE HIGHWAY 23 WHERE IT CROSSES THE LEVEE.  IT IS
 AT1085'LOCATED ON THE TOP OF THE LEVEE, 123 FEET WEST-SOUTHWEST OF THE
 AT1085'CENTER OF THE PIPE LINE CROSSING THE LEVEE, 131 FEET NORTHWEST OF
 AT1085'A FENCE LINE AND A TELEPHONE CABLE OUTLET, 53 FEET WEST-SOUTHWEST
 AT1085'OF THE PROJECTED PLANE OF THE WEST EDGE OF THE ROOF OF A BRICK
 AT1085'HOUSE NORTH OF THE LEVEE AND 112 FEET NORTHWEST OF THE CENTER OF
 AT1085'STATE HIGHWAY 23.  IT IS A DISK STAMPED VENICE 2 1974.
 AT1085'
 AT1085'TO REACH THE STATION FROM THE VENICE FIRE STATION GO SOUTH ON STATE
 AT1085'HIGHWAY 23 FOR 0.85 MILE TO WHERE STATE HIGHWAY 23 TURN RIGHT AND
 AT1085'A ROAD STRAIGHT AHEAD CROSSING THE LEVEE, TURN RIGHT AND GO ABOUT
 AT1085'400 FEET TO THE STATION ON THE LEFT, CONTINUE WEST FOR ABOUT 0.15
 AT1085'MILE TO WHERE THE HIGHWAY CROSSES THE LEVEE AND A BACK LEVEE
 AT1085'INTERSECTS THE MAIN LEVEE, TURN RIGHT ON BACK LEVEE AND GO
 AT1085'NORTHERLY FOR ABOUT 0.1 MILE TO THE AZIMUTH MARK IN THE TOP OF THE
 AT1085'LEVEE.
 AT1085'
 AT1085'REFERENCE MARK NO. 5 (AZIMUTH MARK) IS ABOUT 0.2 MILES WEST-SOUTHWEST
 AT1085'OF THE STATION.  IT IS 90 FEET SOUTHWEST OF THE 2ND POWER POLE
 AT1085'NORTH OF THE MAIN LEVEE, 221 FEET NORTHEAST OF THE 1ST POWER POLE
 AT1085'NORTH OF THE MAIN LEVEE, ON THE PROJECTED PLANE OF A LINE OF POWER
 AT1085'POLES EAST OF THE MARK NEAR A LARGE TIN BUILDING, AND 6 FEET WEST
 AT1085'OF A METAL WITNESS POST.  IT IS IN THE CENTER OF THE TRACK ROAD ON
 AT1085'THE TOP OF THE LEVEE.  IT IS STAMPED VENICE 2 AZ. MK. NO 5
 AT1085'1974, FLUSH WITH THE GROUND.
 AT1085'
 AT1085'REFERENCE MARK NO. 6 IS 172.63 FEET WEST-SOUTHWEST OF THE STATION AT
 AT1085'THE EAST SIDE OF A CYCLONE FENCE OF THE SHELL OIL CO. PARKING LOT,
 AT1085'148 FEET WEST OF THE CENTER OF THE TOP OF THE LEVEE, AT A POINT
 AT1085'WHERE THE PARKING LOT FENCE HAS A JOG IN IT, 1.5 FEET EAST OF A
 AT1085'WITNESS POST, 1.8 FEET EAST OF A CYCLONE FENCE, 176 FEET NORTH OF
 AT1085'A FENCE CORNER AND 99 FEET NORTH OF A YARD LIGHT IN THE PARKING
 AT1085'LOT.  IT IS STAMPED VENICE 2 NO 6 1977, FLUSH WITH THE GROUND.
 AT1085'
 AT1085'REFERENCE MARK NO. 7 IS 156.13 FEET NORTHWEST OF THE STATION.  AT THE
 AT1085'EAST SIDE OF THE CYCLONE FENCE OF THE SHELL OIL CO. PARKING LOT.
 AT1085'148 FEET WEST OF THE TO OF THE LEVEE, 2.0 FEET EAST OF THE FENCE,
 AT1085'85 FEET SOUTH OF A FENCE CORNER AND 1.5 FEET EAST OF A METAL
 AT1085'WITNESS POST.  IT IS STAMPED VENICE 2 NO7, FLUSH WITH THE
 AT1085'GROUND.
 AT1085'
 AT1085'NEAREST TOWN--VENICE.
 AT1085
 AT1085                          STATION RECOVERY (1980)
 AT1085
 AT1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AT1085'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 AT1085'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK CONCRETE MONUMENT WAS
 AT1085'FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.  THIS DATE A NEW
 AT1085'AZIMUTH MARK WAS SET AND A POLARIS OBSERVATION WAS MADE.
 AT1085' 
 AT1085'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 AT1085' 
 AT1085'THE STATION IS LOCATED IN THE TOWN OF VENICE, ON THE TOP CENTER OF A
 AT1085'LEVEE.
 AT1085' 
 AT1085'TO REACH THE STATION FROM THE VENICE FIRE STATION, GO EAST SOUTHEAST
 AT1085'ON STATE HIGHWAY 23 FOR 0.85 MILE TO WHERE THE HIGHWAY TURNS TO THE
 AT1085'RIGHT, TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 23 FOR 0.05 MILE, THEN
 AT1085'LEAVE THE HIGHWAY AND CONTINUE SOUTH TO TOP OF LEVEE AND THE STATION.
 AT1085' 
 AT1085'THE STATION IS A STANDARD NGS DISK STAMPED--VENICE 2 1974--, SET INTO
 AT1085'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND LOCATED 122.0
 AT1085'FT (37.19 M) SSW FROM A METAL WITNESS POST, 123.5 FT (37.64 M) SSW
 AT1085'FROM A PIPE LINE CROSSING THE LEVEE, 157.5 FT (48.01 M) WNW FROM A
 AT1085'POWER POLE WITH TRANSFORMER ATTACHED, AND 209.5 FT (63.86 M) SE FROM A
 AT1085'CHAIN LINK FENCE CORNER POST.
 AT1085' 
 AT1085'THE UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 AT1085' 
 AT1085'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--VENICE 2 NO 6
 AT1085'1977--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AT1085'DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 252.2 FT (76.87
 AT1085'M) SSW FROM THE CHAIN LINK FENCE CORNER POST, 5.5 FT (1.68 M) W FROM
 AT1085'THE TOP CENTER OF A MAN HOLE COVER, 2 FT (0.61 M) E FROM A CHAIN LINK
 AT1085'FENCE, 1.5 FT (0.46 M) E FROM A METAL WITNESS POST, AND 12 FT LOWER
 AT1085'THAN THE STATION.
 AT1085' 
 AT1085'REFERENCE MARK NO 7 IS A STANDARD NGS DISK STAMPED--VENICE 2 NO 7
 AT1085'1977--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AT1085'DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 109 FT (33.22 M)
 AT1085'SW FROM THE TOP CENTER OF A MAN HOLE COVER, 85.5 FT (26.06 M) SSW FROM
 AT1085'THE CHAIN LINK CORNER FENCE POST, 2 FT (0.61 M) E FROM A CHAIN LINK
 AT1085'FENCE, 1.5 FT (0.46 M) E FROM A METAL WITNESS POST, AND 12 FT LOWER
 AT1085'THAN THE STATION.
 AT1085' 
 AT1085'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--VENICE 2 1974 1980--, SET
 AT1085'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH
 AT1085'WITH GROUND LOCATED 380 FT (115.82 M) NW FROM THE CENTER OF A GATE,
 AT1085'221 FT (67.36 M) WNW FROM A POWER POLE, 90 FT (27.43 M) SW FROM A
 AT1085'POWER POLE, AND 58 FT (17.68 M) SW FROM A METAL WITNESS POST.
 AT1085' 
 AT1085'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON STATE
 AT1085'HIGHWAY 23 FOR 0.15 MILE TO TOP OF LEVEE AND A GATE ON THE RIGHT AND
 AT1085'THE HIGHWAY TURNS TO THE LEFT.  TURN RIGHT, PASS THROUGH THE GATE AND
 AT1085'GO 380 FEET ALONG TOP OF LEVEE TO THE AZIMUTH MARK IN TOP CENTER OF
 AT1085'THE LEVEE.
 AT1085
 AT1085                          STATION RECOVERY (2006)
 AT1085
 AT1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 AT1085'LEVEE WAS REBUILT IN 2006 AFTER HURRICANE KATRINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1084 ***********************************************************************
 AT1084  DESIGNATION -  VENICE 2 RM 5
 AT1084  PID         -  AT1084
 AT1084  STATE/COUNTY-  LA/PLAQUEMINES
 AT1084  USGS QUAD   -  VENICE (1993)
 AT1084
 AT1084                         *CURRENT SURVEY CONTROL
 AT1084  ___________________________________________________________________
 AT1084* NAD 83(1992)-  29 16 12.46964(N)    089 21 24.40504(W)     ADJUSTED  
 AT1084* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AT1084  **This station is located in a subsidence area (see below).
 AT1084  ___________________________________________________________________
 AT1084  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AT1084  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1084
 AT1084  HORZ ORDER  -  THIRD
 AT1084
 AT1084.The horizontal coordinates were established by classical geodetic methods
 AT1084.and adjusted by the National Geodetic Survey in January 1993..
 AT1084.No horizontal observational check was made to the station.
 AT1084
 AT1084 ** The orthometric height has not been validated since last determined
 AT1084 ** by differential leveling and should not be used for control purposes.
 AT1084 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1084 ** area with valid NAVD 88 orthometric heights.
 AT1084 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1084 ** epoch indicated which incorporates improved geoid heights for the
 AT1084 ** Southern Louisiana Subsidence area.
 AT1084 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1084
 AT1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1084
 AT1084.The geoid height was determined by GEOID03.
 AT1084
 AT1084;                    North         East     Units Scale Factor Converg.
 AT1084;SPC LA S     -    87,023.550 1,192,082.118   MT  1.00000646   +0 59 17.9
 AT1084;SPC LA S     -   285,509.76  3,911,022.75   sFT  1.00000646   +0 59 17.9
 AT1084;UTM  16      - 3,240,217.781   271,015.295   MT  1.00024705   -1 09 10.1
 AT1084
 AT1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1084!SPC LA S     -   1.00000353  x   1.00000646  =   1.00000999
 AT1084!UTM  16      -   1.00000353  x   1.00024705  =   1.00025058
 AT1084
 AT1084:                Primary Azimuth Mark                     Grid Az
 AT1084:SPC LA S     -  VENICE                                   061 03 35.1
 AT1084:UTM  16      -  VENICE                                   063 12 03.1
 AT1084
 AT1084|---------------------------------------------------------------------|
 AT1084| PID    Reference Object                     Distance      Geod. Az  |
 AT1084|                                                           dddmmss.s |
 AT1084| AT0072 VENICE                              461.445 METERS 0620253.0 |
 AT1084| AT1085 VENICE 2                            348.720 METERS 07600     |
 AT1084| AT1080 VENICE FREEPORT SULPHUR MAST        APPROX. 0.5 KM 1405025.2 |
 AT1084|---------------------------------------------------------------------|
 AT1084
 AT1084                          SUPERSEDED SURVEY CONTROL
 AT1084
 AT1084  NAD 83(1986)-  29 16 12.47363(N)    089 21 24.41325(W) AD(       ) 3
 AT1084  NAD 27      -  29 16 11.67768(N)    089 21 24.21783(W) AD(       ) 3
 AT1084  NGVD 29 (11/02/92)    2.     (m)            7.     (f) VERT ANG       
 AT1084
 AT1084.Superseded values are not recommended for survey control.
 AT1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1084.See file dsdata.txt to determine how the superseded data were derived.
 AT1084
 AT1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7101540218(NAD 83)
 AT1084_MARKER: DR = REFERENCE MARK DISK
 AT1084_SETTING: 0 = UNSPECIFIED SETTING
 AT1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1084
 AT1084  HISTORY     - Date     Condition        Report By
 AT1084  HISTORY     - 1974     MONUMENTED       NGS
 AT1084
 AT1084                          STATION DESCRIPTION
 AT1084
 AT1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 AT1084'TO REACH THE STATION FROM THE VENICE FIRE STATION GO SOUTH ON STATE
 AT1084'HIGHWAY 23 FOR 0.85 MILE TO WHERE STATE HIGHWAY 23 TURN RIGHT AND A
 AT1084'ROAD STRAIGHT AHEAD CROSSING THE LEVEE, TURN RIGHT AND GO ABOUT 400
 AT1084'FEET TO VENICE 2 ON THE LEFT, CONTINUE WEST FOR ABOUT 0.15 MILE TO
 AT1084'WHERE THE HIGHWAY CROSSES THE LEVEE AND A BACK LEVEE INTERSECTS
 AT1084'THE MAIN LEVEE, TURN RIGHT ON BACK LEVEE AND GO NORTHERLY FOR
 AT1084'ABOUT 0.1 MILE TO THE AZIMUTH MARK IN THE TOP OF THE LEVEE.
 AT1084'
 AT1084'REFERENCE MARK NO. 5 (AZIMUTH MARK) IS ABOUT 0.2 MILES WEST-SOUTHWEST
 AT1084'OF THE STATION.  IT IS 90 FEET SOUTHWEST OF THE 2ND POWER POLE
 AT1084'NORTH OF THE MAIN LEVEE, 221 FEET NORTHEAST OF THE 1ST POWER POLE
 AT1084'NORTH OF THE MAIN LEVEE, ON THE PROJECTED PLANE OF A LINE OF POWER
 AT1084'POLES EAST OF THE MARK NEAR A LARGE TIN BUILDING, AND 6 FEET WEST
 AT1084'OF A METAL WITNESS POST.  IT IS IN THE CENTER OF THE TRACK ROAD ON
 AT1084'THE TOP OF THE LEVEE.  IT IS STAMPED VENICE 2 AZ. MK. NO 5 1974,
 AT1084'FLUSH WITH THE GROUND.
 AT1084'
 AT1084'NEAREST TOWN--VENICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1430 ***********************************************************************
 AT1430  DESIGNATION -  VENICE 2 RM 6
 AT1430  PID         -  AT1430
 AT1430  STATE/COUNTY-  LA/PLAQUEMINES
 AT1430  USGS QUAD   -  VENICE (1993)
 AT1430
 AT1430                         *CURRENT SURVEY CONTROL
 AT1430  ___________________________________________________________________
 AT1430* NAD 83(1992)-  29 16 14.63222(N)    089 21 13.70748(W)     ADJUSTED  
 AT1430* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AT1430  **This station is located in a subsidence area (see below).
 AT1430  ___________________________________________________________________
 AT1430  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1430  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1430
 AT1430  HORZ ORDER  -  THIRD
 AT1430
 AT1430.The horizontal coordinates were established by classical geodetic methods
 AT1430.and adjusted by the National Geodetic Survey in January 1993..
 AT1430
 AT1430 ** The orthometric height has not been validated since last determined
 AT1430 ** by differential leveling and should not be used for control purposes.
 AT1430 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1430 ** area with valid NAVD 88 orthometric heights.
 AT1430 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1430 ** epoch indicated which incorporates improved geoid heights for the
 AT1430 ** Southern Louisiana Subsidence area.
 AT1430 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1430.The orthometric height was scaled from a topographic map.
 AT1430
 AT1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1430
 AT1430.The geoid height was determined by GEOID03.
 AT1430
 AT1430;                    North         East     Units Scale Factor Converg.
 AT1430;SPC LA S     -    87,095.109 1,192,369.714   MT  1.00000632   +0 59 23.2
 AT1430;SPC LA S     -   285,744.54  3,911,966.30   sFT  1.00000632   +0 59 23.2
 AT1430;UTM  16      - 3,240,278.560   271,305.434   MT  1.00024542   -1 09 04.9
 AT1430
 AT1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1430!SPC LA S     -   1.00000332  x   1.00000632  =   1.00000964
 AT1430!UTM  16      -   1.00000332  x   1.00024542  =   1.00024874
 AT1430
 AT1430                          SUPERSEDED SURVEY CONTROL
 AT1430
 AT1430  NAD 83(1986)-  29 16 14.63702(N)    089 21 13.71793(W) AD(       ) 3
 AT1430
 AT1430.Superseded values are not recommended for survey control.
 AT1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1430.See file dsdata.txt to determine how the superseded data were derived.
 AT1430
 AT1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7130540279(NAD 83)
 AT1430_MARKER: DD = SURVEY DISK
 AT1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1430_SP_SET: SQUARE CONCRETE MONUMENT
 AT1430_STAMPING: VENICE 2 RM 6
 AT1430_MARK LOGO: NOS   
 AT1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1430+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1989
 AT1430
 AT1430  HISTORY     - Date     Condition        Report By
 AT1430  HISTORY     - 1974     MONUMENTED       NGS
 AT1430  HISTORY     - 19890426 GOOD             NOS
 AT1430
 AT1430                          STATION DESCRIPTION
 AT1430
 AT1430'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AT1430'STATION IS LOCATED IN THE VILLAGE OF VENICE.
 AT1430'TO REACH STATION FROM THE FIRESTATION IN VENICE GO S ON STAT HWY 23
 AT1430'FOR 0.85 MI TO WHERE STATE HWY 23 TURNS RIGHT AND A ROAD STRAIGHT
 AT1430'AHEAD CROSSING THE LEVEE, TURN RIGHT AND GO ABOUT 400 FT TO THE
 AT1430'STATION AREA ON THE LEFT.
 AT1430'STATION MARK IS A STANDARD NOS DISK SET FLUSH WITH THE GROUND.
 AT1430'STATION MARK IS LOCATED 172.63 FT WSW OF STATION ---VENICE 2 1974---,
 AT1430'AT THE E SIDE OF A CYCLONE FENCE OF THE SHELL OIL CO. PARKING LOT, 148
 AT1430'FT W OF THE CENTER OF THE TOP OF THE LEVEE, AT A POINT WHERE THE
 AT1430'PARKING LOT FENCE HAS A J0G IN IT, 176 FT N OF A FENCE CORNER, 99 FT N
 AT1430'OF A YARD LIGHT IN THE PARKING LOT, 1.8 FT E OF A CYCLONE FENCE, AND
 AT1430'1.5 FT E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1431 ***********************************************************************
 AT1431  DESIGNATION -  VENICE 2 RM 7
 AT1431  PID         -  AT1431
 AT1431  STATE/COUNTY-  LA/PLAQUEMINES
 AT1431  USGS QUAD   -  VENICE (1993)
 AT1431
 AT1431                         *CURRENT SURVEY CONTROL
 AT1431  ___________________________________________________________________
 AT1431* NAD 83(1992)-  29 16 16.22306(N)    089 21 13.20241(W)     ADJUSTED  
 AT1431* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AT1431  **This station is located in a subsidence area (see below).
 AT1431  ___________________________________________________________________
 AT1431  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AT1431  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1431
 AT1431  HORZ ORDER  -  THIRD
 AT1431
 AT1431.The horizontal coordinates were established by classical geodetic methods
 AT1431.and adjusted by the National Geodetic Survey in January 1993..
 AT1431
 AT1431 ** The orthometric height has not been validated since last determined
 AT1431 ** by differential leveling and should not be used for control purposes.
 AT1431 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1431 ** area with valid NAVD 88 orthometric heights.
 AT1431 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1431 ** epoch indicated which incorporates improved geoid heights for the
 AT1431 ** Southern Louisiana Subsidence area.
 AT1431 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1431.The orthometric height was scaled from a topographic map.
 AT1431
 AT1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1431
 AT1431.The geoid height was determined by GEOID03.
 AT1431
 AT1431;                    North         East     Units Scale Factor Converg.
 AT1431;SPC LA S     -    87,144.318 1,192,382.501   MT  1.00000623   +0 59 23.5
 AT1431;SPC LA S     -   285,905.98  3,912,008.26   sFT  1.00000623   +0 59 23.5
 AT1431;UTM  16      - 3,240,327.268   271,320.053   MT  1.00024533   -1 09 04.7
 AT1431
 AT1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1431!SPC LA S     -   1.00000332  x   1.00000623  =   1.00000955
 AT1431!UTM  16      -   1.00000332  x   1.00024533  =   1.00024865
 AT1431
 AT1431                          SUPERSEDED SURVEY CONTROL
 AT1431
 AT1431  NAD 83(1986)-  29 16 16.22934(N)    089 21 13.21281(W) AD(       ) 3
 AT1431
 AT1431.Superseded values are not recommended for survey control.
 AT1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1431.See file dsdata.txt to determine how the superseded data were derived.
 AT1431
 AT1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7132040327(NAD 83)
 AT1431_MARKER: DD = SURVEY DISK
 AT1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1431_SP_SET: SQUARE CONCRETE MONUMENT
 AT1431_STAMPING: VENICE 2 RM 7
 AT1431_MARK LOGO: NOS   
 AT1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1431+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1989
 AT1431
 AT1431  HISTORY     - Date     Condition        Report By
 AT1431  HISTORY     - 1974     MONUMENTED       NGS
 AT1431  HISTORY     - 19890426 GOOD             NOS
 AT1431
 AT1431                          STATION DESCRIPTION
 AT1431
 AT1431'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AT1431'STATION IS LOCATED IN THE VILLAGE OF VENICE.
 AT1431'TO REACH STATION FROM THE FIRESTATION IN VENICE PROCEED S ON STATE HWY
 AT1431'23 FOR 0.85 MI TO WHERE STATE HWY 23 TURNS RIGHT AND A ROAD STRAIGHT
 AT1431'AHEAD CROSSING THE LEVEE, TURN RIGHT AND GO ABOUT 400 FT TO STATION
 AT1431'AREA OF THE LEFT.
 AT1431'STATION MARK IS A STANDARD NOS DISK SET FLUSH WITH THE GROUND.
 AT1431'STATION MARK IS 156.13 FT NW OF STATION ---VENICE 2 1974---, AT THE E
 AT1431'SIDE OF THE CYCLONE FENCE OF THE SHELL CO. PARKING LOT, 148 FT W OF
 AT1431'THE TOP OF THE LEVEE, 85 FT S OF A FENCE CORNER, 2.0 FT E OF THE
 AT1431'FENCE, AND 1.5 FT E OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1082 ***********************************************************************
 AT1082  DESIGNATION -  VENICE CONTINENTAL OIL CO MAST
 AT1082  PID         -  AT1082
 AT1082  STATE/COUNTY-  LA/PLAQUEMINES
 AT1082  USGS QUAD   -  VENICE (1993)
 AT1082
 AT1082                         *CURRENT SURVEY CONTROL
 AT1082  ___________________________________________________________________
 AT1082* NAD 83(1992)-  29 15 35.65367(N)    089 21 18.66155(W)     ADJUSTED  
 AT1082* NAVD 88     -                                                        
 AT1082  **This station is located in a subsidence area (see below).
 AT1082  ___________________________________________________________________
 AT1082  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1082  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AT1082
 AT1082  HORZ ORDER  -  THIRD
 AT1082
 AT1082.The horizontal coordinates were established by classical geodetic methods
 AT1082.and adjusted by the National Geodetic Survey in January 1993..
 AT1082
 AT1082 ** The orthometric height has not been validated since last determined
 AT1082 ** by differential leveling and should not be used for control purposes.
 AT1082 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1082 ** area with valid NAVD 88 orthometric heights.
 AT1082 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1082 ** epoch indicated which incorporates improved geoid heights for the
 AT1082 ** Southern Louisiana Subsidence area.
 AT1082 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1082
 AT1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1082
 AT1082.The geoid height was determined by GEOID03.
 AT1082
 AT1082;                    North         East     Units Scale Factor Converg.
 AT1082;SPC LA S     -    85,892.861 1,192,256.712   MT  1.00000873   +0 59 20.8
 AT1082;SPC LA S     -   281,800.16  3,911,595.56   sFT  1.00000873   +0 59 20.8
 AT1082;UTM  16      - 3,239,081.087   271,147.559   MT  1.00024631   -1 09 05.9
 AT1082
 AT1082                          SUPERSEDED SURVEY CONTROL
 AT1082
 AT1082  NAD 83(1986)-  29 15 35.65929(N)    089 21 18.67148(W) AD(       ) 4
 AT1082  NAD 27      -  29 15 34.85968(N)    089 21 18.47847(W) AD(       ) 3
 AT1082
 AT1082.Superseded values are not recommended for survey control.
 AT1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1082.See file dsdata.txt to determine how the superseded data were derived.
 AT1082
 AT1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7114839081(NAD 83)
 AT1082
 AT1082  HISTORY     - Date     Condition        Report By
 AT1082  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1082
 AT1082                          STATION DESCRIPTION
 AT1082
 AT1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1082'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A 3 LEGGED GUYED
 AT1082'STEEL STRUCTURE
 AT1082'PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS.  THE
 AT1082'STRUCTURE HAS TWO REFLECTOR
 AT1082'SCREENS ON THE SOUTH SIDE AND A RED LIGHT
 AT1082'AND AN ANTENNA ON TOP.  THE OVERALL HEIGHT IS
 AT1082'200 FEET.
 AT1082'
 AT1082'LOCATED IN THE SOUTH PART OF VENICE AND IS OWNED AND OPERATED BY THE
 AT1082'CONTINENTAL OIL
 AT1082'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1080 ***********************************************************************
 AT1080  DESIGNATION -  VENICE FREEPORT SULPHUR MAST
 AT1080  PID         -  AT1080
 AT1080  STATE/COUNTY-  LA/PLAQUEMINES
 AT1080  USGS QUAD   -  VENICE (1993)
 AT1080
 AT1080                         *CURRENT SURVEY CONTROL
 AT1080  ___________________________________________________________________
 AT1080* NAD 83(1992)-  29 15 58.74090(N)    089 21 11.65382(W)     ADJUSTED  
 AT1080* NAVD 88     -                                                        
 AT1080  **This station is located in a subsidence area (see below).
 AT1080  ___________________________________________________________________
 AT1080  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AT1080  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AT1080
 AT1080  HORZ ORDER  -  THIRD
 AT1080
 AT1080.The horizontal coordinates were established by classical geodetic methods
 AT1080.and adjusted by the National Geodetic Survey in January 1993..
 AT1080
 AT1080 ** The orthometric height has not been validated since last determined
 AT1080 ** by differential leveling and should not be used for control purposes.
 AT1080 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1080 ** area with valid NAVD 88 orthometric heights.
 AT1080 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1080 ** epoch indicated which incorporates improved geoid heights for the
 AT1080 ** Southern Louisiana Subsidence area.
 AT1080 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1080
 AT1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1080
 AT1080.The geoid height was determined by GEOID03.
 AT1080
 AT1080;                    North         East     Units Scale Factor Converg.
 AT1080;SPC LA S     -    86,606.859 1,192,433.600   MT  1.00000730   +0 59 24.3
 AT1080;SPC LA S     -   284,142.67  3,912,175.90   sFT  1.00000730   +0 59 24.3
 AT1080;UTM  16      - 3,239,788.147   271,351.045   MT  1.00024516   -1 09 03.3
 AT1080
 AT1080                          SUPERSEDED SURVEY CONTROL
 AT1080
 AT1080  NAD 83(1986)-  29 15 58.74889(N)    089 21 11.66237(W) AD(       ) 4
 AT1080  NAD 27      -  29 15 57.96600(N)    089 21 11.46900(W) AD(       ) 3
 AT1080
 AT1080.Superseded values are not recommended for survey control.
 AT1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1080.See file dsdata.txt to determine how the superseded data were derived.
 AT1080
 AT1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7135139788(NAD 83)
 AT1080_MARKER: 42 = RADIO/TV MAST
 AT1080
 AT1080  HISTORY     - Date     Condition        Report By
 AT1080  HISTORY     - 1955     FIRST OBSERVED   CGS
 AT1080  HISTORY     - 1959     GOOD             CGS
 AT1080  HISTORY     - 1966     GOOD             CGS
 AT1080
 AT1080                          STATION DESCRIPTION
 AT1080
 AT1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWF)
 AT1080'THE MAST IS A FOUR LEGGED SKELETON STEEL STRUCTURE, 250 FEET HIGH
 AT1080'WITH TWO SQUARE
 AT1080'REFLECTORS NEAR THE TOP, AND IS PAINTED ALTERNATELY
 AT1080'RED AND WHITE.
 AT1080'
 AT1080'THE MAST IS LOCATED IN THE TOWN OF VENICE ON LAND EXTENDING INTO
 AT1080'GRAND BAYOU AND
 AT1080'OCCUPIED BY THE FREEPORT SULPHUR COMPANY.
 AT1080'
 AT1080'TO REACH THE MAST FROM THE INTERSECTION OF STATE HIGHWAY 23 AND THE
 AT1080'LEVEE ROAD IN
 AT1080'VENICE GO SOUTHWEST ON THE LEVEE ROAD FOR 0.25 MILE TO
 AT1080'A SHELL ROAD LEFT.  TURN LEFT,
 AT1080'SOUTHEAST, ON THE SHELL ROAD AND GO
 AT1080'0.15 MILE TO THE MAST ON THE RIGHT.
 AT1080'
 AT1080'THE CENTER OF THE MAST IS 103 FEET SOUTH OF THE SOUTH CORNER OF THE
 AT1080'MAIN BUILDING OF
 AT1080'THE OFFSHORE SHIPYARD, 16 FEET NORTHEAST OF A SMALL
 AT1080'CONCRETE BLOCK POWER BUILDING, AND
 AT1080'56 FEET EAST OF A SMALL ENGINE
 AT1080'HOUSE.
 AT1080
 AT1080                          STATION RECOVERY (1966)
 AT1080
 AT1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1080'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A 3 LEGGED STEEL
 AT1080'STRUCTURE PAINTED
 AT1080'ORANGE AND WHITE IN ALTERNATE SECTIONS.  THE
 AT1080'STRUCTURE HAS TWO REFLECTOR SCREENS
 AT1080'NEAR THE TOP AND A RED LIGHT ON
 AT1080'THE TOP.  THE OVERALL HEIGHT IS ABOUT 150 FEET.
 AT1080'
 AT1080'LOCATED IN THE NORTHWEST EDGE OF VENICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1078 ***********************************************************************
 AT1078  DESIGNATION -  VENICE HUMBLE OIL CO TOWER
 AT1078  PID         -  AT1078
 AT1078  STATE/COUNTY-  LA/PLAQUEMINES
 AT1078  USGS QUAD   -  VENICE (1993)
 AT1078
 AT1078                         *CURRENT SURVEY CONTROL
 AT1078  ___________________________________________________________________
 AT1078* NAD 83(1992)-  29 15 44.94051(N)    089 21 10.07204(W)     ADJUSTED  
 AT1078* NAVD 88     -                                                        
 AT1078  **This station is located in a subsidence area (see below).
 AT1078  ___________________________________________________________________
 AT1078  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AT1078  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AT1078
 AT1078  HORZ ORDER  -  THIRD
 AT1078
 AT1078.The horizontal coordinates were established by classical geodetic methods
 AT1078.and adjusted by the National Geodetic Survey in January 1993..
 AT1078
 AT1078 ** The orthometric height has not been validated since last determined
 AT1078 ** by differential leveling and should not be used for control purposes.
 AT1078 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1078 ** area with valid NAVD 88 orthometric heights.
 AT1078 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1078 ** epoch indicated which incorporates improved geoid heights for the
 AT1078 ** Southern Louisiana Subsidence area.
 AT1078 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1078
 AT1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1078
 AT1078.The geoid height was determined by GEOID03.
 AT1078
 AT1078;                    North         East     Units Scale Factor Converg.
 AT1078;SPC LA S     -    86,182.758 1,192,483.641   MT  1.00000815   +0 59 25.1
 AT1078;SPC LA S     -   282,751.27  3,912,340.08   sFT  1.00000815   +0 59 25.1
 AT1078;UTM  16      - 3,239,362.372   271,385.215   MT  1.00024497   -1 09 02.1
 AT1078
 AT1078                          SUPERSEDED SURVEY CONTROL
 AT1078
 AT1078  NAD 83(1986)-  29 15 44.94044(N)    089 21 10.08575(W) AD(       ) 4
 AT1078  NAD 27      -  29 15 44.14838(N)    089 21 09.89039(W) AD(       ) 3
 AT1078
 AT1078.Superseded values are not recommended for survey control.
 AT1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1078.See file dsdata.txt to determine how the superseded data were derived.
 AT1078
 AT1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7138539362(NAD 83)
 AT1078_MARKER: 56 = SKELETON TOWER
 AT1078
 AT1078  HISTORY     - Date     Condition        Report By
 AT1078  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1078
 AT1078                          STATION DESCRIPTION
 AT1078
 AT1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1078'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 3 LEGGED
 AT1078'STEEL STRUCTURE
 AT1078'PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS.  THE
 AT1078'STRUCTURE HAS ONE ANTENNA AND A
 AT1078'RED LIGHT ON TOP.  THE OVERALL HEIGHT
 AT1078'IS 120 FEET.
 AT1078'
 AT1078'LOCATED IN THE SOUTHEAST PART OF VENICE AND IS OWNED AND OPERATED BY
 AT1078'THE HUMBLE OIL
 AT1078'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1079 ***********************************************************************
 AT1079  DESIGNATION -  VENICE RADIO STA KKG 569 TOWER
 AT1079  PID         -  AT1079
 AT1079  STATE/COUNTY-  LA/PLAQUEMINES
 AT1079  USGS QUAD   -  VENICE (1993)
 AT1079
 AT1079                         *CURRENT SURVEY CONTROL
 AT1079  ___________________________________________________________________
 AT1079* NAD 83(1992)-  29 16 13.61275(N)    089 21 09.43546(W)     ADJUSTED  
 AT1079* NAVD 88     -                                                        
 AT1079  **This station is located in a subsidence area (see below).
 AT1079  ___________________________________________________________________
 AT1079  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AT1079  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AT1079
 AT1079  HORZ ORDER  -  THIRD
 AT1079
 AT1079.The horizontal coordinates were established by classical geodetic methods
 AT1079.and adjusted by the National Geodetic Survey in January 1993..
 AT1079
 AT1079 ** The orthometric height has not been validated since last determined
 AT1079 ** by differential leveling and should not be used for control purposes.
 AT1079 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1079 ** area with valid NAVD 88 orthometric heights.
 AT1079 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1079 ** epoch indicated which incorporates improved geoid heights for the
 AT1079 ** Southern Louisiana Subsidence area.
 AT1079 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1079
 AT1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1079
 AT1079.The geoid height was determined by GEOID03.
 AT1079
 AT1079;                    North         East     Units Scale Factor Converg.
 AT1079;SPC LA S     -    87,065.718 1,192,485.566   MT  1.00000639   +0 59 25.4
 AT1079;SPC LA S     -   285,648.11  3,912,346.39   sFT  1.00000639   +0 59 25.4
 AT1079;UTM  16      - 3,240,244.852   271,420.133   MT  1.00024477   -1 09 02.8
 AT1079
 AT1079                          SUPERSEDED SURVEY CONTROL
 AT1079
 AT1079  NAD 83(1986)-  29 16 13.61853(N)    089 21 09.44516(W) AD(       ) 4
 AT1079  NAD 27      -  29 16 12.82480(N)    089 21 09.25088(W) AD(       ) 3
 AT1079
 AT1079.Superseded values are not recommended for survey control.
 AT1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1079.See file dsdata.txt to determine how the superseded data were derived.
 AT1079
 AT1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7142040245(NAD 83)
 AT1079_MARKER: 43 = RADIO/TV TOWER
 AT1079
 AT1079  HISTORY     - Date     Condition        Report By
 AT1079  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1079
 AT1079                          STATION DESCRIPTION
 AT1079
 AT1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1079'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 3 LEGGED
 AT1079'STEEL STRUCTURE
 AT1079'PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS.  THE
 AT1079'STRUCTURE HAS SEVERAL ANTENNAS ON
 AT1079'THE NORTH AND SOUTH SIDES, ONE
 AT1079'REFLECTOR DISK ON THE NORTH SIDE AND A RED LIGHT AND
 AT1079'AN ANTENNA ON
 AT1079'TOP.  THE OVERALL HEIGHT IS 300 FEET.
 AT1079'
 AT1079'LOCATED IN THE NORTH PART OF VENICE AND OWNED AND OPERATED BY THE
 AT1079'CHEVRON OIL
 AT1079'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1081 ***********************************************************************
 AT1081  DESIGNATION -  VENICE RADIO STA KKC 549 MAST
 AT1081  PID         -  AT1081
 AT1081  STATE/COUNTY-  LA/PLAQUEMINES
 AT1081  USGS QUAD   -  VENICE (1993)
 AT1081
 AT1081                         *CURRENT SURVEY CONTROL
 AT1081  ___________________________________________________________________
 AT1081* NAD 83(1992)-  29 15 20.54643(N)    089 21 23.93757(W)     ADJUSTED  
 AT1081* NAVD 88     -                                                        
 AT1081  **This station is located in a subsidence area (see below).
 AT1081  ___________________________________________________________________
 AT1081  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1081  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AT1081
 AT1081  HORZ ORDER  -  THIRD
 AT1081
 AT1081.The horizontal coordinates were established by classical geodetic methods
 AT1081.and adjusted by the National Geodetic Survey in January 1993..
 AT1081
 AT1081 ** The orthometric height has not been validated since last determined
 AT1081 ** by differential leveling and should not be used for control purposes.
 AT1081 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1081 ** area with valid NAVD 88 orthometric heights.
 AT1081 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1081 ** epoch indicated which incorporates improved geoid heights for the
 AT1081 ** Southern Louisiana Subsidence area.
 AT1081 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1081
 AT1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1081
 AT1081.The geoid height was determined by GEOID03.
 AT1081
 AT1081;                    North         East     Units Scale Factor Converg.
 AT1081;SPC LA S     -    85,425.333 1,192,122.312   MT  1.00000967   +0 59 18.1
 AT1081;SPC LA S     -   280,266.28  3,911,154.62   sFT  1.00000967   +0 59 18.1
 AT1081;UTM  16      - 3,238,618.796   270,995.753   MT  1.00024717   -1 09 08.0
 AT1081
 AT1081                          SUPERSEDED SURVEY CONTROL
 AT1081
 AT1081  NAD 83(1986)-  29 15 20.55301(N)    089 21 23.94676(W) AD(       ) 4
 AT1081  NAD 27      -  29 15 19.75761(N)    089 21 23.75157(W) AD(       ) 3
 AT1081
 AT1081.Superseded values are not recommended for survey control.
 AT1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1081.See file dsdata.txt to determine how the superseded data were derived.
 AT1081
 AT1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT7099638619(NAD 83)
 AT1081_MARKER: 42 = RADIO/TV MAST
 AT1081
 AT1081  HISTORY     - Date     Condition        Report By
 AT1081  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1081
 AT1081                          STATION DESCRIPTION
 AT1081
 AT1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1081'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A 3 LEGGED GUYED
 AT1081'STEEL STRUCTURE
 AT1081'PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS.  THE
 AT1081'STRUCTURE HAS TWO SET OF LIGHT ON
 AT1081'THE SIDES AND ONE LIGHT ON TOP.
 AT1081'THE OVERALL HEIGHT IS 360 FEET.
 AT1081'
 AT1081'LOCATED IN THE SOUTHEAST PART OF VENICE OWNED AND OPERATED BY THE
 AT1081'MAYRONNE MUD
 AT1081'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0174 ***********************************************************************
 AU0174  DESIGNATION -  VERDUN
 AU0174  PID         -  AU0174
 AU0174  STATE/COUNTY-  LA/ST MARY
 AU0174  USGS QUAD   -  CENTERVILLE (1994)
 AU0174
 AU0174                         *CURRENT SURVEY CONTROL
 AU0174  ___________________________________________________________________
 AU0174* NAD 83(1992)-  29 45 02.14656(N)    091 23 47.72192(W)     ADJUSTED  
 AU0174* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU0174  **This station is located in a subsidence area (see below).
 AU0174  ___________________________________________________________________
 AU0174  X           -    -135,073.511 (meters)                     COMP
 AU0174  Y           -  -5,540,360.816 (meters)                     COMP
 AU0174  Z           -   3,146,389.378 (meters)                     COMP
 AU0174  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU0174  ELLIP HEIGHT-         -23.75  (meters)          (02/20/02) GPS OBS
 AU0174  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AU0174  DYNAMIC HT  -           2.2   (meters)       7.    (feet)  COMP
 AU0174  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 AU0174
 AU0174  HORZ ORDER  -  FIRST
 AU0174  VERT ORDER  -  THIRD (See Below)
 AU0174  ELLP ORDER  -  FOURTH    CLASS I
 AU0174
 AU0174.The horizontal coordinates were established by GPS observations
 AU0174.and adjusted by the National Geodetic Survey in July 2000..
 AU0174
 AU0174 ** The orthometric height has not been validated since last determined
 AU0174 ** by differential leveling and should not be used for control purposes.
 AU0174 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0174 ** area with valid NAVD 88 orthometric heights.
 AU0174 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0174 ** epoch indicated which incorporates improved geoid heights for the
 AU0174 ** Southern Louisiana Subsidence area.
 AU0174 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0174.The orthometric height was scaled from a topographic map.
 AU0174.The vertical order pertains to the first NAVD 88 superseded value.
 AU0174
 AU0174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0174
 AU0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0174
 AU0174.The ellipsoidal height was determined by GPS observations
 AU0174.and is referenced to NAD 83.
 AU0174
 AU0174.The geoid height was determined by GEOID03.
 AU0174
 AU0174.The dynamic height is computed by dividing the NAVD 88
 AU0174.geopotential number by the normal gravity value computed on the
 AU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0174.degrees latitude (g = 980.6199 gals.).
 AU0174
 AU0174.The modeled gravity was interpolated from observed gravity values.
 AU0174
 AU0174;                    North         East     Units Scale Factor Converg.
 AU0174;SPC LA S     -   138,623.577   993,881.848   MT  0.99993523   -0 01 53.9
 AU0174;SPC LA S     -   454,800.85  3,260,760.70   sFT  0.99993523   -0 01 53.9
 AU0174;UTM  15      - 3,292,226.607   655,040.813   MT  0.99989659   +0 47 44.9
 AU0174
 AU0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0174!SPC LA S     -   1.00000373  x   0.99993523  =   0.99993896
 AU0174!UTM  15      -   1.00000373  x   0.99989659  =   0.99990032
 AU0174
 AU0174:                Primary Azimuth Mark                     Grid Az
 AU0174:SPC LA S     -  PATTERSON AIRPORT BEACON                 127 19 17.8
 AU0174:UTM  15      -  PATTERSON AIRPORT BEACON                 126 29 39.0
 AU0174
 AU0174|---------------------------------------------------------------------|
 AU0174| PID    Reference Object                     Distance      Geod. Az  |
 AU0174|                                                           dddmmss.s |
 AU0174| AU2390 PATTERSON AIRPORT BEACON            APPROX. 7.0 KM 1271723.9 |
 AU0174| CV9506 VERDUN RM 1                                        15506     |
 AU0174| AU2406 SHADYSIDE PLANTATION WATER TK       APPROX. 2.1 KM 1561601.3 |
 AU0174| AU2404 OLD NORTH BEND SUGAR MILL STK       APPROX.10.4 KM 2244200.8 |
 AU0174| CV9694 CHURCH STEEPLE                                     2645701.3 |
 AU0174| AU1522 VERDUN RM 2                          35.250 METERS 28038     |
 AU0174| AU2414 CENTERVILLE CATHOLIC CH SPIRE       APPROX. 3.2 KM 2863351.9 |
 AU0174|---------------------------------------------------------------------|
 AU0174
 AU0174                          SUPERSEDED SURVEY CONTROL
 AU0174
 AU0174  ELLIP H (07/31/00)  -23.71   (m)                       GP(       ) 4 1
 AU0174  NAD 83(1992)-  29 45 02.15092(N)    091 23 47.72377(W) AD(       ) 1
 AU0174  NAD 83(1986)-  29 45 02.17152(N)    091 23 47.71836(W) AD(       ) 1
 AU0174  NAD 27      -  29 45 01.42614(N)    091 23 47.33432(W) AD(       ) 1
 AU0174  NAVD 88 (06/15/91)    2.356  (m)            7.73   (f) UNKNOWN     1 1
 AU0174  NGVD 29 (??/??/??)    2.392  (m)            7.85   (f) ADJUSTED    1 1
 AU0174
 AU0174.Superseded values are not recommended for survey control.
 AU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0174.See file dsdata.txt to determine how the superseded data were derived.
 AU0174
 AU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5504192227(NAD 83)
 AU0174_MARKER: DS = TRIANGULATION STATION DISK
 AU0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0174_SP_SET: CONCRETE POST
 AU0174_STAMPING: VERDUN 1931
 AU0174_MARK LOGO: CGS   
 AU0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0174+STABILITY: SURFACE MOTION
 AU0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0174+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AU0174
 AU0174  HISTORY     - Date     Condition        Report By
 AU0174  HISTORY     - 1931     MONUMENTED       CGS
 AU0174  HISTORY     - 1948     GOOD             CGS
 AU0174  HISTORY     - 1955     GOOD             CGS
 AU0174  HISTORY     - 1957     GOOD             CGS
 AU0174  HISTORY     - 1964     GOOD             CGS
 AU0174  HISTORY     - 1969     GOOD             CGS
 AU0174  HISTORY     - 1972     GOOD             LADTD
 AU0174  HISTORY     - 1976     GOOD             NGS
 AU0174  HISTORY     - 19930305 GOOD             NGS
 AU0174  HISTORY     - 19991130 GOOD             CDSMS
 AU0174
 AU0174                          STATION DESCRIPTION
 AU0174
 AU0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU0174'ABOUT 2 MILES E OF CENTERVILLE AND 1.2 MILES NW OF SHADYSIDE
 AU0174'SUGAR MILL, IN A SETTLEMENT KNOWN AS VERDUNVILLE, ON PROPERTY
 AU0174'OWNED AND OCCUPIED BY JOHN GEOFFROY.  REACHED FROM EITHER
 AU0174'CENTERVILLE OR SHADYSIDE BY U.S. HIGHWAY 90.  STATION IS
 AU0174'100 YARDS NW OF SECOND CURVE IN HIGHWAY NW OF SHADYSIDE,
 AU0174'IN SE CORNER OF LARGE FRONT YARD, 60 YARDS SE OF HOUSE, 20
 AU0174'FEET NW OF GATE AT THE SE CORNER OF YARD, 19.5 FEET N OF
 AU0174'PICKET FENCE ALONG N EDGE OF HIGHWAY, AND 10 PACES S OF
 AU0174'4-FOOT OAK TREE.
 AU0174'
 AU0174'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AU0174'DISKS SET IN CONCRETE.
 AU0174'
 AU0174'SURFACE MARK IS 6 INCHES BELOW SURFACE.
 AU0174'
 AU0174'REFERENCE MARK NO. 1 IS ABOUT 3/4 MILE NW OF SHADYSIDE,
 AU0174'300 YARDS SE OF IRRIGATION OR DRAINAGE DITCH LOCATED AT
 AU0174'THE SECOND CURVE OF U.S. HIGHWAY 90 MENTIONED ABOVE, 5.5 FEET
 AU0174'N OF ROAD DITCH ON N SIDE OF ROAD, 6 FEET W OF ANOTHER IRRIGATION
 AU0174'OR DRAINAGE DITCH, AND 475 PACES FROM STATION
 AU0174'S 4 DEG 54 MIN E.
 AU0174'
 AU0174'REFERENCE MARK NO. 2 IS OPPOSITE MR. GEOFFROYS HOUSE, ABOUT
 AU0174'1/2 MILE E OF SHELL ROAD CROSSING U.S. HIGHWAY 90 NEAR VERDUNVILLE,
 AU0174'3 FEET S OF A ROAD DITCH ON S SIDE OF ROAD, AND 115.65 FEET
 AU0174'FROM STATION N 79 DEG 22 MIN W.
 AU0174'
 AU0174'THE FOLLOWING BEARINGS ARE FROM STATION--SHADYSIDE PLANTATION
 AU0174'WATER TANK, 336 DEG 16 MIN 02 SEC.  CHURCH SPIRE, DISTANT
 AU0174'ABOUT 1/2 MILE, S 84 DEG 57 MIN W.
 AU0174
 AU0174                          STATION RECOVERY (1948)
 AU0174
 AU0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU0174'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1
 AU0174'(AZ.MK.) WAS SEARCHED FOR BUT NOT FOUND.  IT IS PROBABLE
 AU0174'THAT IT WAS DESTROYED DURING THE CONSTRUCTION OF U.S. HIGHWAY
 AU0174'90.  R.M. 3 ESTABLISHED 5/25/48.
 AU0174'
 AU0174'STATION IS IN THE SE END OF VERDUNVILLE, ABOUT 0.3 MILE SE
 AU0174'OF THE JUNCTION OF U.S. HIGHWAY 90 AND THE BAYOU SALE ROAD,
 AU0174'ABOUT 100 YARDS SE OF THE FIRST CURVE SE OF THE JUNCTION,
 AU0174'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 90, IN FRONT OF THE
 AU0174'JOHN GEOFFROY YARD, 151 FEET S OF S CORNER OF THE GEOFFROY HOUSE,
 AU0174'120 FEET W OF W CORNER OF NEXT HOUSE SE, AND 149 FEET SE
 AU0174'OF A 3-FOOT OAK TREE IN FRONT OF THE GEOFFROY HOUSE.  IT
 AU0174'IS 31 FEET SW OF A 4-FOOT OAK TREE NEAR S CORNER OF YARD,
 AU0174'39 FEET NE OF CENTER LINE OF PAVEMENT OF U.S. HIGHWAY 90,
 AU0174'1/2 FOOT SW OF PROPERTY-LINE FENCE.
 AU0174'
 AU0174'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 AU0174'IS 12 INCHES BELOW THE SURFACE.
 AU0174'
 AU0174'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AU0174'AND STATE HIGHWAY 60 AT CENTERVILLE, GO E ON HIGHWAY 90 FOR
 AU0174'1.75 MILES TO ABOVE MENTIONED ROAD JUNCTION AT VERDUNVILLE,
 AU0174'CONTINUE E ON HIGHWAY 90 FOR 0.3 MILE TO THE STATION.
 AU0174'
 AU0174'R.M. 2 IS 34.5 FEET SW OF CENTER LINE OF PAVEMENT OF HIGHWAY
 AU0174'90 AND 65 FEET SE OF A DRAINAGE DITCH.  IT IS A BRONZE REFERENCE
 AU0174'DISK SET IN CONCRETE AND PROJECTS 4 INCHES.
 AU0174'
 AU0174'R.M. 3 IS 50 FEET W OF W CORNER OF HOUSE, 67 FEET NE OF A
 AU0174'FENCE CORNER, 1 FOOT NW OF FENCE, IN THE GEOFFROY YARD, AND
 AU0174'50 FEET E OF THE 4-FOOT OAK TREE MENTIONED ABOVE.  IT IS
 AU0174'A BRONZE REFERENCE DISK SET IN CONCRETE, IS STAMPED VERDUN
 AU0174'1931 NO 3, AND PROJECTS 4 INCHES.
 AU0174
 AU0174                          STATION RECOVERY (1955)
 AU0174
 AU0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU0174'2.2 MI. SE ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AU0174'CENTERVILLE, 151 FT. S OF THE S CORNER OF A HOUSE, 39 FT.
 AU0174'NE OF THE CENTERLINE OF THE HIGHWAY, 29 FT. SW OF A 40-IN.
 AU0174'DEAD OAK TREE, 20.5 FT. SE OF THE CENTER OF A GATE, 1 FT.
 AU0174'SW OF A FENCE, 2 FT. SE OF A WITNESS POST, A
 AU0174'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST 1.0
 AU0174'FT. BELOW THE GROUND, AND STAMPED VERDUN 1931.
 AU0174'
 AU0174'REFERENCE MARK 2 IS 115.5 FT. SW OF THE TRIANGULATION STATION,
 AU0174'63 FT. SE OF THE CENTER OF A DRAINAGE DITCH, 132 FT. NW
 AU0174'OF THE CENTER OF A DRAINAGE DITCH, 34 FT. E OF TELEPHONE
 AU0174'POLE 210, 35 FT. SW OF THE CENTERLINE OF THE HIGHWAY, A
 AU0174'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AU0174'0.2 FT. ABOVE THE GROUND, AND STAMPED VERDUN NO 2 1931.
 AU0174'
 AU0174'REFERENCE MARK 3 IS 73.6 FT. NE OF THE TRIANGULATION STATION,
 AU0174'106 FT. NE OF THE CENTERLINE OF THE HIGHWAY, 48 FT. E OF A
 AU0174'40-IN. DEAD OAK TREE, 1 FT. NW OF A FENCE, A REFERENCE-MARK
 AU0174'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT.
 AU0174'ABOVE THE GROUND, AND STAMPED VERDUN NO 3 1931.
 AU0174
 AU0174                          STATION RECOVERY (1957)
 AU0174
 AU0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU0174'THE STATION AND R.M. NO. 3 WERE RECOVERED IN GOOD CONDITION,
 AU0174'AS DESCRIBED IN RECOVERY NOTE BY C.W.C. 1948.
 AU0174'
 AU0174'R.M. NO. 1 AND NO. 2 WERE SEARCHED FOR BUT NOT RECOVERED.
 AU0174'THEY ARE BELIEVED TO HAVE BEEN DESTROYED DURING SHOULDER
 AU0174'CONSTRUCTION OF HIGHWAY 90.
 AU0174'
 AU0174'THE 1948 RECOVERY NOTE IS ADEQUATE AND COMPLETE.
 AU0174
 AU0174                          STATION RECOVERY (1964)
 AU0174
 AU0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AU0174'THE STATION MARK, STAMPED VERDUN 1931, IS ABOUT 2.2 MILES
 AU0174'SOUTHEAST ALONG OLD U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AU0174'CENTERVILLE, IN S 4, T 15 S, R 10 E, ON THE OUTSIDE OF A
 AU0174'LONG CURVE IN THE ROAD, 40 FEET NORTHEAST OF THE CENTER
 AU0174'LINE OF THE HIGHWAY, 114 FEET SOUTHEAST OF THE CENTER LINE
 AU0174'OF A SHELL ROAD LEADING NORTHEAST, 45 FEET NORTHWEST OF THE
 AU0174'CENTER LINE OF A DRIVEWAY LEADING THROUGH A GATE TO A HOUSE,
 AU0174'38 FEET NORTHWEST OF A POWER POLE AND A FENCE CORNER, ABOUT
 AU0174'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AU0174'POST ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE GROUND.
 AU0174'
 AU0174'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  A LADY WHO LIVES
 AU0174'NEAR THE DESCRIBED LOCATION OF THIS MARK REPORTED THAT THIS
 AU0174'MARK WAS DESTROYED DURING HIGHWAY CONSTRUCTION.
 AU0174'
 AU0174'R.M. 3 IS 73-1/2 FEET EAST OF THE STATION MARK, 107 FEET
 AU0174'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET NORTHEAST
 AU0174'OF A POWER POLE AND A FENCE CORNER, 50 FEET WEST OF THE WEST
 AU0174'CORNER OF A FARMHOUSE, 1-1/2 FEET NORTHWEST OF A FENCE, ABOUT
 AU0174'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AU0174'POST PROJECTING 6 INCHES.
 AU0174
 AU0174                          STATION RECOVERY (1969)
 AU0174
 AU0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 AU0174'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED
 AU0174'AND IN GOOD CONDITION.
 AU0174'
 AU0174'THE STATION MAY BE REACHED BY GOING 2.05 MILES SOUTHEAST
 AU0174'ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF STATE HIGHWAY
 AU0174'317 AT CENTERVILLE, LOCATED AT THE OUTSIDE OF A CURVE IN
 AU0174'THE HIGHWAY, 117 FEET EAST OF THE CENTER OF THE JUNCTION OF
 AU0174'THE HIGHWAY AND A BLACK TOPPED ROAD LEADING NORTHEAST, 39
 AU0174'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33.8 FEET
 AU0174'NORTHWEST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT
 AU0174'UNDER THE DRIVEWAY, 37-1/2 FEET NORTHWEST OF A POWER LINE
 AU0174'POLE AT A FENCE CORNER, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 AU0174'AND SET IN THE TOP OF A CONCRETE POST 1-1/2 FEET BELOW THE
 AU0174'LEVEL OF THE GROUND.
 AU0174'
 AU0174'R.M. 3 IS 73.5 FEET EAST-NORTHEAST OF THE STATION MARK DESCRIBED,
 AU0174'106 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 68
 AU0174'FEET NORTHEAST OF A POWER LINE POLE AND A FENCE CORNER, 50
 AU0174'FEET WEST OF THE WEST CORNER OF A FRAME HOUSE, 1-1/2 FEET
 AU0174'NORTHWEST OF A FENCE LINE, 2 FEET BELOW THE LEVEL OF THE
 AU0174'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST POST PROJECTING
 AU0174'6 INCHES ABOVE THE LEVEL OF THE GROUND.
 AU0174'
 AU0174'R.M. 4 ESTABLISHED BY THIS PARTY IS 83.4 FEET NORTHWEST
 AU0174'OF THE STATION MARK DESCRIBED, 46 FEET EAST OF THE CENTER
 AU0174'OF THE JUNCTION OF THE HIGHWAY AND A BLACK TOPPED ROAD LEADING
 AU0174'TO THE NORTHEAST, 37 FEET SOUTHEAST OF THE CENTER LINE OF
 AU0174'THE HIGHWAY, 30-1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AU0174'BLACK TOPPED ROAD, 8.5 FEET NORTHEAST OF THE SOUTHWEST END
 AU0174'OF A 24-INCH PIPE CULVERT UNDER THE ROAD, 2-1/2 FEET SOUTHWEST
 AU0174'OF A POWER LINE POLE, 1.2 FEET SOUTH OF A METAL WITNESS
 AU0174'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 AU0174'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 AU0174'OF THE GROUND.  THE R.M. DISK IS STAMPED VERDUN NO 4 1931
 AU0174'1969.
 AU0174'
 AU0174'AIRLIND DISTANCE AND DIRECTION FROM NEAREST TOWN--2.05 MILES
 AU0174'SOUTHEAST OF CENTERVILLE
 AU0174
 AU0174                          STATION RECOVERY (1972)
 AU0174
 AU0174'RECOVERY NOTE BY LA TRANSP AND DEV 1972
 AU0174'2.1 MI SE FROM CENTERVILLE.
 AU0174'TO REACH THIS MONUMENT FROM THE JUNCTION OF US 90 AND LA 317 WHICH IS
 AU0174'AT CENTERVILLE, LA., DRIVE 2.1 MILES SOUTHEAST ALONG US 90.  MONUMENT
 AU0174'WILL BE ON LEFT SIDE OF US 90, 39.8 FT. N OF CENTERLINE OF US 90, 114
 AU0174'FT. SOUTHEAST OF A BLACKTOP ROAD LEADING NORTHEAST, 77.0 FT. S FROM
 AU0174'THE SW CORNER OF A BRICK HOUSE.  50.0 FT. SW OF SE CORNER OF SAME
 AU0174'BRICK HOUSE.  MONUMENT IS 0.8 FT. BELOW GROUND SURFACE.
 AU0174
 AU0174                          STATION RECOVERY (1976)
 AU0174
 AU0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0174'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF STATE
 AU0174'HIGHWAY 317, AT THE JUNCTION OF AN ASPHALT ROAD LEADING NORTHEAST,
 AU0174'83.4 FT. SOUTHEAST OF REFERENCE MARK VERDUN RM 4, 39 FT. NORTHEAST
 AU0174'OF THE CENTER LINE OF THE HIGHWAY, 73.5 FT. WEST-SOUTHWEST OF
 AU0174'REFERENCE MARK VERDUN RM 3, 116 FT. SOUTHEAST OF THE CENTER LINE OF
 AU0174'THE ROAD, 37.5 FT. NORTHWEST OF A POWER LINE POLE WITH 2 GUY WIRES,
 AU0174'50.9 FT. WEST-SOUTHWEST OF THE SOUTH CORNER OF A BRICK HOUSE, 9.0 FT.
 AU0174'NORTHEAST OF THE NORTHWEST END OF A CONCRETE PIPE CULVERT.
 AU0174
 AU0174                          STATION RECOVERY (1993)
 AU0174
 AU0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU0174'3.3 KM (2.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 182 FROM THE
 AU0174'JUNCTION OF STATE HIGHWAY 317 IN CENTERVILLE, 34.7 M (113.8 FT)
 AU0174'SOUTHEAST OF THE CENTERLINE OF JOHN STREET, 25.4 M (83.3 FT)
 AU0174'SOUTHEAST OF REFERENCE MARK 4, 23.4 M (76.8 FT) SOUTH-SOUTHEAST OF
 AU0174'THE WEST CORNER OF HOUSE NUMBER 7112, 22.2 M (72.8 FT) WEST-SOUTHWEST
 AU0174'OF REFERENCE MARK 3, 15.3 M (50.2 FT) SOUTHWEST OF THE SOUTH CORNER
 AU0174'OF THE HOUSE, 12.3 M (40.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 AU0174'HIGHWAY, 11.4 M (37.4 FT) NORTHWEST OF A UTILITY POLE WITH 4 GUY
 AU0174'CABLES ATTACHED, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AU0174'THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
 AU0174
 AU0174                          STATION RECOVERY (1999)
 AU0174
 AU0174'RECOVERY NOTE BY CDS/MUERY SERVICES 1999 (REG)
 AU0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0643 ***********************************************************************
 AV0643  DESIGNATION -  VERMILLION 1913
 AV0643  PID         -  AV0643
 AV0643  STATE/COUNTY-  LA/VERMILION
 AV0643  USGS QUAD   -  FEARMAN LAKE (1979)
 AV0643
 AV0643                         *CURRENT SURVEY CONTROL
 AV0643  ___________________________________________________________________
 AV0643* NAD 83(1992)-  29 42 57.88479(N)    092 08 48.76488(W)     ADJUSTED  
 AV0643* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AV0643  **This station is located in a subsidence area (see below).
 AV0643  ___________________________________________________________________
 AV0643  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0643  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AV0643
 AV0643  HORZ ORDER  -  SECOND
 AV0643
 AV0643.The horizontal coordinates were established by classical geodetic methods
 AV0643.and adjusted by the National Geodetic Survey in January 1993..
 AV0643
 AV0643 ** The orthometric height has not been validated since last determined
 AV0643 ** by differential leveling and should not be used for control purposes.
 AV0643 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0643 ** area with valid NAVD 88 orthometric heights.
 AV0643 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0643 ** epoch indicated which incorporates improved geoid heights for the
 AV0643 ** Southern Louisiana Subsidence area.
 AV0643 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0643.The orthometric height was scaled from a topographic map.
 AV0643
 AV0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0643
 AV0643.The geoid height was determined by GEOID03.
 AV0643
 AV0643;                    North         East     Units Scale Factor Converg.
 AV0643;SPC LA S     -   135,075.395   921,287.051   MT  0.99993802   -0 24 24.4
 AV0643;SPC LA S     -   443,159.86  3,022,589.27   sFT  0.99993802   -0 24 24.4
 AV0643;UTM  15      - 3,287,629.832   582,516.306   MT  0.99968401   +0 25 22.5
 AV0643
 AV0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0643!SPC LA S     -   1.00000409  x   0.99993802  =   0.99994211
 AV0643!UTM  15      -   1.00000409  x   0.99968401  =   0.99968810
 AV0643
 AV0643:                Primary Azimuth Mark                     Grid Az
 AV0643:SPC LA S     -  JEFF                                     053 22 01.4
 AV0643:UTM  15      -  JEFF                                     052 32 14.5
 AV0643
 AV0643|---------------------------------------------------------------------|
 AV0643| PID    Reference Object                     Distance      Geod. Az  |
 AV0643|                                                           dddmmss.s |
 AV0643| AV0608 JEFF                                APPROX. 7.6 KM 0525737.0 |
 AV0643|---------------------------------------------------------------------|
 AV0643
 AV0643                          SUPERSEDED SURVEY CONTROL
 AV0643
 AV0643  NAD 83(1986)-  29 42 57.90571(N)    092 08 48.75530(W) AD(       ) 2
 AV0643  NAD 27      -  29 42 57.14300(N)    092 08 48.28900(W) AD(       ) 2
 AV0643
 AV0643.Superseded values are not recommended for survey control.
 AV0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0643.See file dsdata.txt to determine how the superseded data were derived.
 AV0643
 AV0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN8251687630(NAD 83)
 AV0643_MARKER: DS = TRIANGULATION STATION DISK
 AV0643_SETTING: 0 = UNSPECIFIED SETTING
 AV0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0643
 AV0643  HISTORY     - Date     Condition        Report By
 AV0643  HISTORY     - 1913     MONUMENTED       CGS
 AV0643  HISTORY     - 1947     GOOD             CGS
 AV0643  HISTORY     - 1948     GOOD             CGS
 AV0643  HISTORY     - 1950     GOOD             CGS
 AV0643  HISTORY     - 1950     GOOD             CGS
 AV0643  HISTORY     - 1955     GOOD             LOCENG
 AV0643  HISTORY     - 1966     MARK NOT FOUND   CGS
 AV0643
 AV0643                          STATION DESCRIPTION
 AV0643
 AV0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JHP)
 AV0643'THE STATION IS ON THE NORTHERN SHORE OF VERMILION BAY ON MUD
 AV0643'POINT (THE NORTHERN POINT OF LAND AT THE ENTRANCE TO THE
 AV0643'SMALL BAY LEADING TO THE VERMILION RIVER), ABOUT 1/4 MILE E
 AV0643'OF THE EXTREME SOUTHEASTERN (SOUTHWESTERN) POINT OF MUD POINT,
 AV0643'AND 25 METERS (82 FEET) N OF THE SHORELINE.
 AV0643'
 AV0643'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CEMENT.
 AV0643'
 AV0643'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AV0643'TOP OF A 6-INCH SEWER PIPE CEMENTED TO A 4-BY 4-INCH POLE,
 AV0643'IS 24.18 METERS (79.3 FEET) FROM THE STATION S 31 DEG 51 MIN E
 AV0643'(CORRECTED FOR DECLINATION).
 AV0643'
 AV0643'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE TOP
 AV0643'OF A 6-INCH SEWER PIPE CEMENTED TO A 4-BY 4-INCH POLE, IS
 AV0643'22.44 METERS (73.6 FEET) FROM THE STATION S 30 DEG 23 MIN W
 AV0643'(CORRECTED FOR DECLINATION).
 AV0643
 AV0643                          STATION RECOVERY (1947)
 AV0643
 AV0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0643'STATION RECOVERED IN FAIR CONDITION.  THE STATION IS AS
 AV0643'DESCRIBED ABOUT 1/4 MILE E OF THE EXTREME SW POINT OF MUD
 AV0643'POINT, BUT IT IS NOW AT THE MEAN HIGH-WATER LINE.  THE CONCRETE
 AV0643'HAS BROKEN AWAY SOMEWHAT FROM THE 4- BY 4-INCH PILE, BUT THE
 AV0643'DISK IS INTACT AND THE STATION IS QUITE FIRM.  IT PROJECTS
 AV0643'ABOUT 2 FEET ABOVE THE MUD.
 AV0643'
 AV0643'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND THE
 AV0643'DISTANCES TO THEM CHECKED AND FOUND CORRECT.
 AV0643
 AV0643                          STATION RECOVERY (1948)
 AV0643
 AV0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0643'STATION RECOVERED AS DESCRIBED IN 1947 EXCEPT THE STATION
 AV0643'IS NOW 15 FEET OUT IN THE WATER.
 AV0643'
 AV0643'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AV0643
 AV0643                          STATION RECOVERY (1950)
 AV0643
 AV0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AV0643'STATION RECOVERED WITH DISK BROKEN OFF, HOWEVER, THE 4 BY 4
 AV0643'POST (BASE OF STATION) REMAINS IN PLACE IN MUD FLAT 15 FEET
 AV0643'OFFSHORE FROM APPARENT SHORELINE.  ORIGINAL DESCRIPTION
 AV0643'ADEQUATE.
 AV0643'
 AV0643'R.M.S 1 AND 2 RECOVERED, UNSTAMPED, IN GOOD CONDITION.
 AV0643'
 AV0643'R.M. 1, NNW OF THE STATION, WAS STAMPED VERMILION 1913 NO 1.
 AV0643'R.M. 2, NE OF THE STATION, WAS STAMPED VERMILION 1913 NO 2,
 AV0643'AND DIRECTIONS TAKEN TO DETERMINE TRIANGULATION POSITION FOR
 AV0643'THIS MARK--
 AV0643
 AV0643                          STATION RECOVERY (1950)
 AV0643
 AV0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AV0643'STATION IS LOCATED ON THE N SHORE OF W PORTION OF VERMILION
 AV0643'BAY, APPROXIMATELY 1/4 MILE E OF EXTREME SW POINT OF MUD POINT,
 AV0643'13.3 METERS N OF APPARENT SHORELINE, 3.5 METERS S OF MARSH
 AV0643'LIMIT, AND IN DENSE BRUSH AND GRASS.
 AV0643'
 AV0643'MARK IS A STANDARD REFERENCE DISK STAMPED VERMILION 1913 NO
 AV0643'2, SET IN THE TOP OF A 6-INCH CEMENT-FILLED CLAY TILE PROJECTING
 AV0643'6 INCHES, WITH ARROW POINTING SW TOWARD ORIGINAL LOCATION OF
 AV0643'VERMILION 1913.
 AV0643'
 AV0643'R.M. 1 IS A STANDARD DISK STAMPED VERMILION 1913 NO 1 SET
 AV0643'IN TOP OF A 6-INCH CEMENT-FILLED CLAY TILE PROJECTING 5
 AV0643'INCHES.  IT IS W OF THE STATION, 3.0 METERS S OF MARSH LIMIT,
 AV0643'IN HEAVY BRUSH AND GRASS, AND WITH ARROW POINTING SSE TOWARD
 AV0643'ORIGINAL LOCATION OF VERMILION 1913.
 AV0643
 AV0643                          STATION RECOVERY (1955)
 AV0643
 AV0643'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (BDP)
 AV0643'RECOVERED BY LORAC SERVICE CORP.
 AV0643'
 AV0643'LETTER OF C.E. MC CLURE, LORAC SERVICE CORP., HOUSTON, TEXAS,
 AV0643'DATED 13 JANUARY 1955--
 AV0643'
 AV0643'AT PRESENT ALL THAT REMAINS OF THE STATION IS PART OF THE
 AV0643'4 BY 4 ON WHICH THE TILE AND MARK WERE FASTENED.  STATION IS
 AV0643'NOW APPROXIMATELY 50 FT. OFFSHORE FROM THE WATERS EDGE.
 AV0643'
 AV0643'REFERENCE MARK RECOVERED IN GOOD CONDITION BUT IS NOW CLOSER TO
 AV0643'THE BEACH.
 AV0643
 AV0643                          STATION RECOVERY (1966)
 AV0643
 AV0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AV0643'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT FOUND.  THIS
 AV0643'POINT HAS ERODED BADLY AND IT IS BELIEVED THAT ALL MARKS ARE
 AV0643'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0642 ***********************************************************************
 AV0642  DESIGNATION -  VERMILLION BAY WEST LIGHT
 AV0642  PID         -  AV0642
 AV0642  STATE/COUNTY-  LA/VERMILION
 AV0642  USGS QUAD   -  FEARMAN LAKE (1979)
 AV0642
 AV0642                         *CURRENT SURVEY CONTROL
 AV0642  ___________________________________________________________________
 AV0642* NAD 83(1992)-  29 44 49.56262(N)    092 12 19.00297(W)     ADJUSTED  
 AV0642* NAVD 88     -                                                        
 AV0642  **This station is located in a subsidence area (see below).
 AV0642  ___________________________________________________________________
 AV0642  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AV0642  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AV0642
 AV0642  HORZ ORDER  -  THIRD
 AV0642
 AV0642.The horizontal coordinates were established by classical geodetic methods
 AV0642.and adjusted by the National Geodetic Survey in January 1993..
 AV0642
 AV0642 ** The orthometric height has not been validated since last determined
 AV0642 ** by differential leveling and should not be used for control purposes.
 AV0642 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0642 ** area with valid NAVD 88 orthometric heights.
 AV0642 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0642 ** epoch indicated which incorporates improved geoid heights for the
 AV0642 ** Southern Louisiana Subsidence area.
 AV0642 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0642
 AV0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0642
 AV0642.The geoid height was determined by GEOID03.
 AV0642
 AV0642;                    North         East     Units Scale Factor Converg.
 AV0642;SPC LA S     -   138,555.315   915,663.000   MT  0.99993549   -0 26 09.5
 AV0642;SPC LA S     -   454,576.90  3,004,137.69   sFT  0.99993549   -0 26 09.5
 AV0642;UTM  15      - 3,291,027.039   576,843.901   MT  0.99967286   +0 23 39.6
 AV0642
 AV0642                          SUPERSEDED SURVEY CONTROL
 AV0642
 AV0642  NAD 83(1986)-  29 44 49.58311(N)    092 12 18.99312(W) AD(       ) 4
 AV0642  NAD 27      -  29 44 48.82300(N)    092 12 18.53600(W) AD(       ) 3
 AV0642
 AV0642.Superseded values are not recommended for survey control.
 AV0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0642.See file dsdata.txt to determine how the superseded data were derived.
 AV0642
 AV0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN7684491027(NAD 83)
 AV0642_MARKER: 14 = NAVIGATION LIGHT
 AV0642
 AV0642  HISTORY     - Date     Condition        Report By
 AV0642  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0642  HISTORY     - 1947     GOOD             CGS
 AV0642  HISTORY     - 1948     GOOD             CGS
 AV0642  HISTORY     - 1955     GOOD             LOCENG
 AV0642
 AV0642                          STATION DESCRIPTION
 AV0642
 AV0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0642'VERMILION BAY WEST LIGHT--LIGHT ON TOP OF LATTICE STRUCTURE
 AV0642'ON PILING, IN THE WATER AT THE ENTRANCE OF SCHOONER BAYOU TO
 AV0642'VERMILION BAY.
 AV0642
 AV0642                          STATION RECOVERY (1947)
 AV0642
 AV0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0642'PREVIOUSLY DESCRIBED UNDER VERMILION BAY BEACON LIGHTS.  STATION
 AV0642'RECOVERED IN GOOD CONDITION AS DESCRIBED.  VERIFICATION WAS
 AV0642'OBTAINED FROM MR. SHELL MORGAN, INTRACOASTAL CITY, THAT THE LIGHT
 AV0642'IS THE SAME STRUCTURE IN THE SAME PLACE AS THAT CUT IN BY
 AV0642'ATI TRINGULATION IN 1933.
 AV0642
 AV0642                          STATION RECOVERY (1948)
 AV0642
 AV0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0642'STATION RECOVERED AS DESCRIBED IN 1947 AND IN GOOD CONDITION.
 AV0642
 AV0642                          STATION RECOVERY (1955)
 AV0642
 AV0642'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (BDP)
 AV0642'LETTER OF C.E. MC CLURE, LORAC SERVICE CORP., HOUSTON, TEXAS,
 AV0642'DATED 13 JANUARY 1955--
 AV0642'
 AV0642'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2412 ***********************************************************************
 BJ2412  DESIGNATION -  VERNA BOLT
 BJ2412  PID         -  BJ2412
 BJ2412  STATE/COUNTY-  LA/ST MARTIN
 BJ2412  USGS QUAD   -  COW BAYOU (1992)
 BJ2412
 BJ2412                         *CURRENT SURVEY CONTROL
 BJ2412  ___________________________________________________________________
 BJ2412* NAD 83(1986)-  30 16 43.     (N)    091 35 41.     (W)     SCALED    
 BJ2412* NAVD 88     -         4.63   (+/-2cm)      15.2    (feet)  VERTCON   
 BJ2412  ___________________________________________________________________
 BJ2412  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2412
 BJ2412  VERT ORDER  -  ? (See Below)
 BJ2412
 BJ2412.The horizontal coordinates were scaled from a topographic map and have
 BJ2412.an estimated accuracy of +/- 6 seconds.
 BJ2412
 BJ2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2412.The vertical order pertains to the NGVD 29 superseded value.
 BJ2412
 BJ2412.The geoid height was determined by GEOID03.
 BJ2412
 BJ2412;                    North         East    Units  Estimated Accuracy
 BJ2412;SPC LA S     -   197,180.      974,850.      MT  (+/- 180 meters Scaled)
 BJ2412
 BJ2412                          SUPERSEDED SURVEY CONTROL
 BJ2412
 BJ2412  NGVD 29 (??/??/??)    4.646  (m)           15.24   (f) ADJUSTED    ?  
 BJ2412
 BJ2412.Superseded values are not recommended for survey control.
 BJ2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2412.See file dsdata.txt to determine how the superseded data were derived.
 BJ2412
 BJ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP351504(NAD 83)
 BJ2412_MARKER: B = BOLT
 BJ2412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2412_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2412
 BJ2412  HISTORY     - Date     Condition        Report By
 BJ2412  HISTORY     - UNK      MONUMENTED       DOD
 BJ2412  HISTORY     - 1933     GOOD             DOD
 BJ2412
 BJ2412                          STATION DESCRIPTION
 BJ2412
 BJ2412'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2412'7.0 MI E FROM BUTTE LA ROSE.
 BJ2412'7.0 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2412'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 1-1/2 MILES
 BJ2412'EAST OF THE HEAD OF BAYOU LA ROMPE, ABOUT 3/4 MILE EAST OF THE EASTERN
 BJ2412'EXTREMITY OF A POINT AT THE WEST SIDE OF THE CONFLUENCE OF THE RIVER
 BJ2412'AND OSCA OR WHISKEY BAY, AND DIRECTLY OPPOSITE THE MOUTH OF A BAYOU
 BJ2412'KNOWN LOCALLY AS PATS ROAD.  A COPPER BOLT, SET IN THE TOP OF A
 BJ2412'CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BJ2412'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BJ2412'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2411 ***********************************************************************
 BJ2411  DESIGNATION -  VERNA CAP
 BJ2411  PID         -  BJ2411
 BJ2411  STATE/COUNTY-  LA/ST MARTIN
 BJ2411  USGS QUAD   -  COW BAYOU (1992)
 BJ2411
 BJ2411                         *CURRENT SURVEY CONTROL
 BJ2411  ___________________________________________________________________
 BJ2411* NAD 83(1986)-  30 16 43.     (N)    091 35 41.     (W)     SCALED    
 BJ2411* NAVD 88     -         5.86   (+/-2cm)      19.2    (feet)  VERTCON   
 BJ2411  ___________________________________________________________________
 BJ2411  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2411
 BJ2411  VERT ORDER  -  ? (See Below)
 BJ2411
 BJ2411.The horizontal coordinates were scaled from a topographic map and have
 BJ2411.an estimated accuracy of +/- 6 seconds.
 BJ2411
 BJ2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2411.The vertical order pertains to the NGVD 29 superseded value.
 BJ2411
 BJ2411.The geoid height was determined by GEOID03.
 BJ2411
 BJ2411;                    North         East    Units  Estimated Accuracy
 BJ2411;SPC LA S     -   197,180.      974,850.      MT  (+/- 180 meters Scaled)
 BJ2411
 BJ2411                          SUPERSEDED SURVEY CONTROL
 BJ2411
 BJ2411  NGVD 29 (??/??/??)    5.870  (m)           19.26   (f) ADJUSTED    ?  
 BJ2411
 BJ2411.Superseded values are not recommended for survey control.
 BJ2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2411.See file dsdata.txt to determine how the superseded data were derived.
 BJ2411
 BJ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP351504(NAD 83)
 BJ2411_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2411
 BJ2411  HISTORY     - Date     Condition        Report By
 BJ2411  HISTORY     - UNK      MONUMENTED       DOD
 BJ2411  HISTORY     - 1933     GOOD             DOD
 BJ2411
 BJ2411                          STATION DESCRIPTION
 BJ2411
 BJ2411'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2411'7.0 MI E FROM BUTTE LA ROSE.
 BJ2411'7.0 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2411'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 1-1/2 MILES
 BJ2411'EAST OF THE HEAD OF BAYOU LA ROMPE, ABOUT 3/4 MILE EAST OF THE EASTERN
 BJ2411'EXTREMITY OF A POINT AT THE WEST SIDE OF THE CONFLUENCE OF THE RIVER
 BJ2411'AND OSCA OR WHISKEY BAY, AND DIRECTLY OPPOSITE THE MOUTH OF A BAYOU
 BJ2411'KNOWN LOCALLY AS PATS ROAD.  AN IRON PIPE BEARING A CORPS OF
 BJ2411'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4193 ***********************************************************************
 BJ4193  DESIGNATION -  VERNON
 BJ4193  PID         -  BJ4193
 BJ4193  STATE/COUNTY-  LA/WASHINGTON
 BJ4193  USGS QUAD   -  MOUNT HERMON (1983)
 BJ4193
 BJ4193                         *CURRENT SURVEY CONTROL
 BJ4193  ___________________________________________________________________
 BJ4193* NAD 83(1992)-  30 53 05.65038(N)    090 16 59.10491(W)     ADJUSTED  
 BJ4193* NAVD 88     -        94.6    (meters)     310.     (feet)  VERTCON   
 BJ4193  ___________________________________________________________________
 BJ4193  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BJ4193  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ4193
 BJ4193  HORZ ORDER  -  FIRST
 BJ4193
 BJ4193.The horizontal coordinates were established by classical geodetic methods
 BJ4193.and adjusted by the National Geodetic Survey in May 1994..
 BJ4193
 BJ4193.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4193
 BJ4193.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4193
 BJ4193.The geoid height was determined by GEOID03.
 BJ4193
 BJ4193;                    North         East     Units Scale Factor Converg.
 BJ4193;SPC LA S     -   264,823.517 1,100,426.558   MT  1.00004455   +0 31 30.5
 BJ4193;SPC LA S     -   868,841.82  3,610,316.13   sFT  1.00004455   +0 31 30.5
 BJ4193;SPC MS W     -   153,517.811   704,804.473   MT  0.99995028   +0 01 32.9
 BJ4193;SPC MS W     -   503,666.35  2,312,346.01   sFT  0.99995028   +0 01 32.9
 BJ4193;UTM  15      - 3,420,008.922   759,730.586   MT  1.00043223   +1 23 43.5
 BJ4193
 BJ4193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4193!SPC LA S     -   0.99998943  x   1.00004455  =   1.00003398
 BJ4193!SPC MS W     -   0.99998943  x   0.99995028  =   0.99993971
 BJ4193!UTM  15      -   0.99998943  x   1.00043223  =   1.00042166
 BJ4193
 BJ4193:                Primary Azimuth Mark                     Grid Az
 BJ4193:SPC LA S     -  SUNNYHILL LOT                            045 22 42.3
 BJ4193:SPC MS W     -  SUNNYHILL LOT                            045 52 39.9
 BJ4193:UTM  15      -  SUNNYHILL LOT                            044 30 29.3
 BJ4193
 BJ4193|---------------------------------------------------------------------|
 BJ4193| PID    Reference Object                     Distance      Geod. Az  |
 BJ4193|                                                           dddmmss.s |
 BJ4193| BJ4194 SUNNYHILL LOT                       APPROX. 2.3 KM 0455412.8 |
 BJ4193| CW1583 VERNON AZ MK 2                                     0723507.7 |
 BJ4193| BJ4144 FRANKLINTON N MUN TANK              APPROX.12.3 KM 1051126.4 |
 BJ4193| BJ4143 FRANKLINTON S MUN TANK              APPROX.13.0 KM 1103732.8 |
 BJ4193| BJ4145 FRANKLINTON SO GAS RAD MAST         APPROX.12.3 KM 1272007.3 |
 BJ4193| BJ4192 TT 58 TX USGS 1939                   23.804 METERS 22450     |
 BJ4193| CW1582 VERNON AZ MK                                       2320906.7 |
 BJ4193| BJ4202 WILMER S CEN BELL MICROWAVE         APPROX.10.0 KM 2432736.8 |
 BJ4193| CW1584 VERNON RM 1                          32.623 METERS 33422     |
 BJ4193|---------------------------------------------------------------------|
 BJ4193
 BJ4193                          SUPERSEDED SURVEY CONTROL
 BJ4193
 BJ4193  NAD 83(1992)-  30 53 05.65439(N)    090 16 59.10310(W) AD(       ) 1
 BJ4193  NAD 83(1986)-  30 53 05.66491(N)    090 16 59.10158(W) AD(       ) 1
 BJ4193  NAD 27      -  30 53 05.00937(N)    090 16 58.77809(W) AD(       ) 1
 BJ4193  NGVD 29 (07/19/86)   94.7    (m)          311.     (f) VERT ANG       
 BJ4193
 BJ4193.Superseded values are not recommended for survey control.
 BJ4193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4193.See file dsdata.txt to determine how the superseded data were derived.
 BJ4193
 BJ4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5973120009(NAD 83)
 BJ4193_MARKER: DS = TRIANGULATION STATION DISK
 BJ4193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4193
 BJ4193  HISTORY     - Date     Condition        Report By
 BJ4193  HISTORY     - 1939     MONUMENTED       CGS
 BJ4193  HISTORY     - 1954     GOOD             CGS
 BJ4193  HISTORY     - 1970     GOOD             NGS
 BJ4193
 BJ4193                          STATION DESCRIPTION
 BJ4193
 BJ4193'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4193'THE STATION IS LOCATED ON THE LAND OF VERNON SCHOOL (COLORED),
 BJ4193'IN THE SE CORNER OF SEC. 10, T 2 S, R 9 E.  APPROXIMATELY
 BJ4193'5-1/2 MILES S AND 0.75 MILE E OF MT. HERMAN, AND 7-1/2 MILES
 BJ4193'W AND 2-1/2 MILES N OF FRANKLINTON.
 BJ4193'
 BJ4193'THE STATION IS IN A FIELD, 223 FEET N OF THE N SIDE OF THE
 BJ4193'MAIN SCHOOL BUILDING (THE NORTHERLY OF THREE), 63 FEET N OF
 BJ4193'THE N FENCE OF THE SCHOOL GROUNDS, AND 288 FEET W OF THE
 BJ4193'CENTER LINE OF A N AND S GRAVEL ROAD.  THE MARK
 BJ4193'PROJECTS 8 INCHES ABOVE THE GROUND AND IS STAMPED
 BJ4193'VERNON 1939.
 BJ4193'
 BJ4193'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4193'DISK SET IN CONCRETE.
 BJ4193'
 BJ4193'REFERENCE MARK NO. 1 IS 107.03 FEET NW OF THE STATION.  THE
 BJ4193'MARK PROJECTS 1 FOOT AND IS STAMPED VERNON NO. 1
 BJ4193'1939.
 BJ4193'
 BJ4193'*NO REFERENCE MARK NO. 2 WAS SET.  U.S. GEOLOGICAL SURVEY
 BJ4193'BENCH MARK TT 58 TX 1939, AN 8-INCH SQUARE CONCRETE MARK WITH
 BJ4193'A STANDARD U.S.G.S. BENCH MARK DISK, PROJECTING 3 INCHES
 BJ4193'IS SW OF THE STATION 78.10 FEET, 6 FEET N OF THE N FENCE
 BJ4193'OF THE SCHOOLYARD, 59 FEET W OF THE NE FENCE CORNER OF THE
 BJ4193'SCHOOLYARD.
 BJ4193'
 BJ4193'DISTANCE FROM REFERENCE MARK NO. 1 TO U.S.G.S. BENCH MARK
 BJ4193'TT 58 TX 1939 IS 152.14 FEET.
 BJ4193'
 BJ4193'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SW OF THE STATION
 BJ4193'IN THE FENCE OF A TUNG TREE GROVE, 0.1 MILE S OF AN E AND
 BJ4193'W ROAD.  THE MARK PROJECTS 8 INCHES AND IS STAMPED
 BJ4193'VERNON 1939.
 BJ4193'
 BJ4193'TO REACH FROM THE COURTHOUSE IN FRANKLINTON, DRIVE W ON
 BJ4193'LOUISIANA HIGHWAY 35 FOR 1.0 MILE TO ITS JUNCTION WITH LOUISIANA
 BJ4193'HIGHWAY 302 AT A FILLING STATION ON THE RIGHT (JUST BEFORE
 BJ4193'REACHING A BRIDGE), CONTINUE W ON LOUISIANA HIGHWAY 302 FOR
 BJ4193'2.8 MILES TO FORKS AND A STORE ON THE LEFT, TAKE THE RIGHT
 BJ4193'FORK AND FOLLOW THE MAIN GRAVELED ROAD W FOR 3.6 MILES TO A
 BJ4193'STORE ON THE RIGHT, CONTINUE W FOR 0.3 MILE TO A T-ROAD
 BJ4193'FOR 1.3 MILES TO THE STATION AT VERNON SCHOOL ON THE LEFT
 BJ4193'SIDE OF THE ROAD.
 BJ4193'
 BJ4193'TO REACH THE MARK FROM A POINT OPPOSITE (S) OF THE STATION
 BJ4193'ON AN E AND W ROAD S OF THE SCHOOL, DRIVE W FOR 0.3 MILE TO
 BJ4193'THE E FENCE OF TUNG TREE GROVE, THEN GO S 0.1 MILE TO THE MARK
 BJ4193'IN THE FENCE LINE.
 BJ4193'
 BJ4193'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4193
 BJ4193                          STATION RECOVERY (1954)
 BJ4193
 BJ4193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4193'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN
 BJ4193'GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE
 BJ4193'STATION BY ADDITIONAL SCHOOL BUILDINGS.  A NEW DESCRIPTION
 BJ4193'FOLLOWS--
 BJ4193'
 BJ4193'THE STATION IS LOCATED ABOUT 5.5 MI. S-SE OF MT. HERMON,
 BJ4193'7.5 MI. NW OF FRANKLINTON, ON THE GROUNDS OF THE VERNON
 BJ4193'SCHOOL, 83.5 FT. NE OF THE NE CORNER OF THE MOST N ONE OF
 BJ4193'THREE BUILDINGS, 288 FT. W OF A GRAVELED ROAD, AND 2 FT. E
 BJ4193'OF A FOOTPATH LEADING N.  IT IS A STANDARD DISK, STAMPED
 BJ4193'VERNON 1939 AND PROJECTING 4 IN.
 BJ4193'
 BJ4193'REFERENCE MARK 1 IS 107.03 FT. NW OF THE STATION, 170 FT.
 BJ4193'N OF THE NE CORNER OF THE MOST N ONE OF THREE BUILDINGS,
 BJ4193'10 FT. E OF THE PROJECTED E FACE OF THE BUILDING, AND 3 FT.
 BJ4193'W OF A FOOTPATH LEADING N.  IT IS A STANDARD DISK, STAMPED
 BJ4193'VERNON NO 1 1939 AND PROJECTING 10 IN.
 BJ4193'
 BJ4193'REFERENCE MARK 2 (TT 58 TX 1939 U.S.G.S.) IS 78.10 FT. SW
 BJ4193'OF THE STATION, 22.5 FT. NW OF THE NE CORNER OF A SCHOOL
 BJ4193'BUILDING, 28.8 FT. NE OF THE CENTER OF THE N DOOR OF THE
 BJ4193'SCHOOL BUILDING, 7.8 FT. SW OF A 12-IN. OAK TREE, AND 18.5 FT.
 BJ4193'N OF THE N WALL OF THE SCHOOL BUILDING.  IT IS A U.S. GEOLOGICAL
 BJ4193'SURVEY STANDARD BENCH MARK DISK, STAMPED TT 58 TX 1939 AND
 BJ4193'PROJECTING 2 IN.
 BJ4193'
 BJ4193'THE DISTANCE BETWEEN REFERENCE MARK 1 AND TT 58 TX (U.S.G.S.)
 BJ4193'IS 152.14 FT.
 BJ4193'
 BJ4193'THE AZIMUTH MARK IS 0.35 MI. SW OF THE STATION, AND THE
 BJ4193'PROPERTY OWNED BY GEORGE NIXSON.  IT IS 191 PACES S OF AN
 BJ4193'E-W GRAVEL ROAD, 115 FT. S OF A FENCE CORNER, AND 1 FT. W
 BJ4193'OF A FENCE LINE SEPARATING A PINE WOODS AND A TUNG GROVE.
 BJ4193'IT IS A STANDARD DISK, STAMPED VERNON 1939 AND PROJECTING
 BJ4193'6 IN.
 BJ4193'
 BJ4193'TO REACH THE STATION FROM THE COURTHOUSE IN FRANKLINTON,
 BJ4193'GO W ON STATE HIGHWAY 34 FOR 1.0 MI. TO A FORK AND SERVICE
 BJ4193'STATION ON THE RIGHT JUST BEFORE CROSSING A BRIDGE, TURN
 BJ4193'RIGHT ON STATE ROAD 137 FOR 2.8 MI. TO THE JUNCTION OF STATE
 BJ4193'ROAD 302, TURN RIGHT ON STATE ROAD 302 FOR 3.7 MI. TO A STORE
 BJ4193'ON THE RIGHT, CONTINUE FOR 0.3 MI. TO A SIDE ROAD RIGHT, TURN
 BJ4193'RIGHT AND GO 1.3 MI. TO THE VERNON SCHOOL AND THE MARK ON
 BJ4193'THE LEFT.
 BJ4193'
 BJ4193'TO REACH THE AZIMUTH MARK FROM THE VERNON SCHOOL, GO W ON A
 BJ4193'GRAVELED ROAD FOR 0.35 MI. TO THE E BOUNDARY FENCE LINE
 BJ4193'OF A TUNG GROVE.  FOLLOW ALONG THE E FENCE LINE FOR 191 PACES
 BJ4193'TO THE MARK.
 BJ4193
 BJ4193                          STATION RECOVERY (1970)
 BJ4193
 BJ4193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4193'THE STATION MARK, REFERENCE MARK 1, TT 58 TX USGS AND THE AZIMUTH
 BJ4193'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NO
 BJ4193'LONGER VISIBLE AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 BJ4193'FOLLOWING IS A NEW DESCRIPTION.
 BJ4193'
 BJ4193'THE STATION IS ABOUT 7-1/2 MILES WEST-NORTHWEST OF FRANKLINTON, 4-1/2
 BJ4193'MILES NORTH OF STONEY POINT AND IN THE NORTH PART OF THE VERNON
 BJ4193'SCHOOL GROUNDS.
 BJ4193'
 BJ4193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 450,
 BJ4193'GO NORTH ON HIGHWAY 450 FOR 4.1 MILES TO THE JUNCTION OF STATE
 BJ4193'HIGHWAY 440.  TURN RIGHT AND GO SOUTHEAST ON HIGHWAY 440 FOR 0.9 MILE
 BJ4193'TO A PAVED ROAD ON THE LEFT AT SIGN VERNON SCHOOL.  TURN LEFT AND
 BJ4193'GO NORTH ON PAVED ROAD FOR 1.3 MILES TO THE STATION ON THE LEFT AT
 BJ4193'THE VERNON SCHOOL.
 BJ4193'
 BJ4193'STATION MARK IS A STANDARD DISK, STAMPED VERNON 1939, SET IN THE TOP
 BJ4193'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 10 INCHES.  IT
 BJ4193'IS 290 FEET WEST OF THE CENTER OF A NORTH-SOUTH PAVED ROAD, 153 FEET
 BJ4193'NORTHWEST OF A POWER LINE POLE AND 83.4 FEET NORTHEAST OF THE
 BJ4193'NORTHEAST CORNER OF THE SCHOOL BUILDING.
 BJ4193'
 BJ4193'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VERNON NO 1 1939, SET IN
 BJ4193'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 14
 BJ4193'INCHES.  IT IS 90 FEET SOUTH-SOUTHWEST OF A 16-INCH OAK TREE, 20
 BJ4193'FEET NORTHEAST OF A 20-INCH OAK TREE AND 7 FEET NORTH OF A 6-INCH
 BJ4193'OAK TREE.
 BJ4193'
 BJ4193'TT 58 TX USGS IS A BENCH MARK DISK OF THE U.S. GEOLOGICAL SURVEY,
 BJ4193'STAMPED TT 58 TX 1939, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 BJ4193'MONUMENT THAT PROJECTS 5 INCHES.  IT IS 162 FEET NORTHWEST OF THE
 BJ4193'POWER LINE POLE, 46.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BJ4193'THE SCHOOL, 22.6 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 BJ4193'THE SCHOOL AND 7.5 FEET SOUTHWEST OF A 20-INCH OAK TREE.
 BJ4193'
 BJ4193'AZIMUTH MARK IS A STANDARD DISK, STAMPED VERNON 1939 NO 2 1970, SET
 BJ4193'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 BJ4193'6-INCHES.  IT IS 24.3 FEET EAST OF A POWER LINE POLE WITH A
 BJ4193'TRANSFORMER, 14.3 FEET WEST OF A T-JUNCTION OF FENCE LINES, 12
 BJ4193'FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY, 2 FEET
 BJ4193'WEST-NORTHWEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 BJ4193'TO REACH THE MARK FROM THE STATION, GO NORTH ON PAVED ROAD FOR
 BJ4193'0.1 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 BJ4193'EAST ON GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 BJ4193'
 BJ4193'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4193'
 BJ4193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES NORTH
 BJ4193'OF STONEY POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2827 ***********************************************************************
 CQ2827  DESIGNATION -  VERNON STATE FIRE TOWER
 CQ2827  PID         -  CQ2827
 CQ2827  STATE/COUNTY-  LA/JACKSON
 CQ2827  USGS QUAD   -  CURR CREEK (1994)
 CQ2827
 CQ2827                         *CURRENT SURVEY CONTROL
 CQ2827  ___________________________________________________________________
 CQ2827* NAD 83(1992)-  32 21 47.00322(N)    092 33 41.58164(W)     ADJUSTED  
 CQ2827* NAVD 88     -                                                        
 CQ2827  ___________________________________________________________________
 CQ2827  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CQ2827  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ2827
 CQ2827  HORZ ORDER  -  THIRD
 CQ2827
 CQ2827.The horizontal coordinates were established by classical geodetic methods
 CQ2827.and adjusted by the National Geodetic Survey in January 1993..
 CQ2827
 CQ2827
 CQ2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2827
 CQ2827.The geoid height was determined by GEOID03.
 CQ2827
 CQ2827;                    North         East     Units Scale Factor Converg.
 CQ2827;SPC LA N     -   206,570.457   994,207.258   MT  0.99994485   -0 01 57.2
 CQ2827;SPC LA N     -   677,723.24  3,261,828.31   sFT  0.99994485   -0 01 57.2
 CQ2827;UTM  15      - 3,580,763.402   541,250.057   MT  0.99962098   +0 14 04.9
 CQ2827
 CQ2827                          SUPERSEDED SURVEY CONTROL
 CQ2827
 CQ2827  NAD 83(1986)-  32 21 47.01701(N)    092 33 41.57213(W) AD(       ) 4
 CQ2827  NAD 27      -  32 21 46.46825(N)    092 33 41.04098(W) AD(       ) 3
 CQ2827
 CQ2827.Superseded values are not recommended for survey control.
 CQ2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2827.See file dsdata.txt to determine how the superseded data were derived.
 CQ2827
 CQ2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR4125080763(NAD 83)
 CQ2827_MARKER: 51 = TANK
 CQ2827
 CQ2827  HISTORY     - Date     Condition        Report By
 CQ2827  HISTORY     - 1934     FIRST OBSERVED   CGS
 CQ2827  HISTORY     - 1971     GOOD             NGS
 CQ2827
 CQ2827                          STATION DESCRIPTION
 CQ2827
 CQ2827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2827'VERNON LOOKOUT TOWER IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF
 CQ2827'RUSTON AND 1.7 MILES SOUTH-SOUTHEAST OF VERNON ALONG THE WEST
 CQ2827'SIDE OF STATE HIGHWAY 146.
 CQ2827'
 CQ2827'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A 6-FOOT SQUARE
 CQ2827'LOOKOUT CABIN.  POINT INTERSECTED IS THE TOP CENTER OF THE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3273 ***********************************************************************
 CQ3273  DESIGNATION -  VET
 CQ3273  PID         -  CQ3273
 CQ3273  STATE/COUNTY-  LA/CADDO
 CQ3273  USGS QUAD   -  BOSSIER CITY (1975)
 CQ3273
 CQ3273                         *CURRENT SURVEY CONTROL
 CQ3273  ___________________________________________________________________
 CQ3273* NAD 83(1992)-  32 30 11.14712(N)    093 43 17.84906(W)     ADJUSTED  
 CQ3273* NAVD 88     -       118.4    (meters)     388.     (feet)  VERTCON   
 CQ3273  ___________________________________________________________________
 CQ3273  X           -    -349,493.431 (meters)                     COMP
 CQ3273  Y           -  -5,373,010.509 (meters)                     COMP
 CQ3273  Z           -   3,407,662.386 (meters)                     COMP
 CQ3273  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 CQ3273  ELLIP HEIGHT-          92.34  (meters)          (02/20/02) GPS OBS
 CQ3273  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ3273
 CQ3273  HORZ ORDER  -  FIRST
 CQ3273  ELLP ORDER  -  FOURTH    CLASS I
 CQ3273
 CQ3273.The horizontal coordinates were established by GPS observations
 CQ3273.and adjusted by the National Geodetic Survey in March 1995..
 CQ3273
 CQ3273.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3273
 CQ3273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3273
 CQ3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3273
 CQ3273.The ellipsoidal height was determined by GPS observations
 CQ3273.and is referenced to NAD 83.
 CQ3273
 CQ3273.The geoid height was determined by GEOID03.
 CQ3273
 CQ3273;                    North         East     Units Scale Factor Converg.
 CQ3273;SPC LA N     -   222,744.792   885,205.842   MT  0.99996679   -0 38 45.1
 CQ3273;SPC LA N     -   730,788.54  2,904,212.83   sFT  0.99996679   -0 38 45.1
 CQ3273;UTM  15      - 3,596,431.746   432,212.731   MT  0.99965666   -0 23 16.0
 CQ3273
 CQ3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3273!SPC LA N     -   0.99998550  x   0.99996679  =   0.99995229
 CQ3273!UTM  15      -   0.99998550  x   0.99965666  =   0.99964217
 CQ3273
 CQ3273:                Primary Azimuth Mark                     Grid Az
 CQ3273:SPC LA N     -  BARKSDALE AFB WATER TANK 1               100 14 23.8
 CQ3273:UTM  15      -  BARKSDALE AFB WATER TANK 1               099 58 54.7
 CQ3273
 CQ3273|---------------------------------------------------------------------|
 CQ3273| PID    Reference Object                     Distance      Geod. Az  |
 CQ3273|                                                           dddmmss.s |
 CQ3273| CQ3143 BARKSDALE AFB WATER TANK 1          APPROX. 2.9 KM 0993538.7 |
 CQ3273| CX7317 VET AZ MK                                          1245448.6 |
 CQ3273| CX7318 VET AZ MK 2                                        1270914.6 |
 CQ3273| CX7319 VET RM 1                             13.270 METERS 17139     |
 CQ3273| CQ3202 SHREVEPORT RAD STA KEEL TOWER       APPROX. 2.8 KM 2615353.9 |
 CQ3273| CX7320 VET RM 2                             18.654 METERS 29123     |
 CQ3273|---------------------------------------------------------------------|
 CQ3273
 CQ3273                          SUPERSEDED SURVEY CONTROL
 CQ3273
 CQ3273  ELLIP H (03/31/95)   92.45   (m)                       GP(       ) 4 1
 CQ3273  NAD 83(1992)-  32 30 11.14666(N)    093 43 17.84608(W) AD(       ) 1
 CQ3273  NAD 83(1986)-  32 30 11.15833(N)    093 43 17.83668(W) AD(       ) 1
 CQ3273  NAD 27      -  32 30 10.60976(N)    093 43 17.19470(W) AD(       ) 1
 CQ3273  NGVD 29 (03/31/95)  118.5    (m)          389.     (f) GPS OBS        
 CQ3273
 CQ3273.Superseded values are not recommended for survey control.
 CQ3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3273.See file dsdata.txt to determine how the superseded data were derived.
 CQ3273
 CQ3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR3221396432(NAD 83)
 CQ3273_MARKER: DS = TRIANGULATION STATION DISK
 CQ3273_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CQ3273_SP_SET: SET IN ROOF OF VET ADM HOSPITAL
 CQ3273_STAMPING: VET 1969
 CQ3273_MARK LOGO: CGS   
 CQ3273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ3273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ3273+STABILITY: POSITION/ELEVATION WELL
 CQ3273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3273+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CQ3273
 CQ3273  HISTORY     - Date     Condition        Report By
 CQ3273  HISTORY     - 1969     MONUMENTED       CGS
 CQ3273  HISTORY     - 1972     GOOD             NGS
 CQ3273  HISTORY     - 1976     GOOD             LADTD
 CQ3273  HISTORY     - 19920610 GOOD             BCED
 CQ3273  HISTORY     - 1995     GOOD             USPSQD
 CQ3273  HISTORY     - 19990206 GOOD             USPSQD
 CQ3273
 CQ3273                          STATION DESCRIPTION
 CQ3273
 CQ3273'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3273'(NO MEASUREMENTS BETWEEN RMS DUE TO OBSTRUCTIONS.)
 CQ3273'
 CQ3273'THE STATION IS LOCATED ON TOP OF THE VETERANS ADMINISTRATION
 CQ3273'HOSPITAL IN THE EASTERN PART OF SHREVEPORT.
 CQ3273'
 CQ3273'STATION MARK IS A STANDARD DISK, STAMPED VET 1969, CEMENTED
 CQ3273'IN A DRILL HOLE WITH A 4-INCH PLASTIC PIPE AROUND IT AND IS
 CQ3273'4 INCHES BELOW THE SURFACE OF THE ROOF.  IT IS 59.5 FEET EAST
 CQ3273'OF THE WEST WALL AROUND THE ROOF, 44 FEET NORTH OF THE SOUTH
 CQ3273'WALL, 19.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE WALL AND
 CQ3273'13.5 FEET WEST OF THE EAST WALL.
 CQ3273'
 CQ3273'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VET NO 1 1969,
 CQ3273'CEMENTED IN A DRILL HOLE IN THE WALL AROUND THE ROOF.  IT IS IN
 CQ3273'THE SOUTHEAST CORNER OF THE ROOF.
 CQ3273'
 CQ3273'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VET NO 2 1969,
 CQ3273'CEMENTED IN A DRILL HOLE IN THE WALL AROUND THE ROOF.  IT IS IN
 CQ3273'THE NORTHWEST CORNER OF THE ROOF.
 CQ3273'
 CQ3273'AZIMUTH MARK IS A STANDARD DISK, STAMPED VET 1969, SET IN THE
 CQ3273'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 CQ3273'INCHES.  IT IS 44 FEET SOUTHEAST OF THE CENTER OF STONER AVENUE,
 CQ3273'3.5 FEET NORTHWEST OF A POWER LINE POLE AND 2.5 FEET NORTH OF A
 CQ3273'METAL WITNESS POST WITH A SIGN ATTACHED.
 CQ3273'
 CQ3273'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE VETERANS
 CQ3273'ADMINISTRATION HOSPITAL, GO EAST ON STONER AVENUE FOR 0.3 MILE
 CQ3273'TO THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE OF THE STREET.
 CQ3273'
 CQ3273'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 CQ3273
 CQ3273                          STATION RECOVERY (1972)
 CQ3273
 CQ3273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CQ3273'THE STATION WAS VISITED 9-12-72 AND ALL MARKS WERE RECOVERED IN
 CQ3273'GOOD CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS
 CQ3273'DATE DUE TO THE CONSTRUCTION OF THE RED RIVER PARKWAY.  A NEW
 CQ3273'AZIMUTH MARK, REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 CQ3273'DATE.  THE DESCRIPTION FOR THE STATION IS ADEQUATE.  A
 CQ3273'DESCRIPTION FOR THE NEW AZIMUTH MARK FOLLOWS--
 CQ3273'
 CQ3273'THE AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION ON THE
 CQ3273'WEST RIGHT-OF-WAY OF THE RED RIVER PARKWAY, 120 FEET SOUTHWEST OF
 CQ3273'A CATCH BASIN, 51 FEET SOUTHEAST OF THE NORTHEAST END OF A
 CQ3273'CONCRETE CULVERT, 470 FEET SOUTHSOUTHWEST OF EAST STONER AVE, 380
 CQ3273'FEET SOUTHEAST OF A FENCE CORNER, 26 FEET SOUTHWEST OF A POWER
 CQ3273'POLE WHERE THE POWER LINE MAKES A TURN FROM SOUTHEAST TO
 CQ3273'NORTHEAST, 60 FEET WEST OF THE CENTER OF A FRONTAGE ROAD, 1.5 FEET
 CQ3273'EAST OF A WOVEN WIRE FENCE AND 1 FOOT SOUTHWEST OF A METAL
 CQ3273'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED VET 1969 NO 3
 CQ3273'1972.
 CQ3273'
 CQ3273'TO REACH THE AZIMUTH MARK FROM THE SOUTH ENTRANCE TO THE VETERANS
 CQ3273'ADMINISTRATION HOSPITA, GO EAST ON EAST STONER AVE FOR 0.3 MILE
 CQ3273'TO THE ENTRANCE TO THE RED RIVER PARKWAY, THE AZIMUTH MARK IS 470
 CQ3273'FEET SOUTH ALONG A FENCE LINE.
 CQ3273'
 CQ3273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3273'AT SHREVEPORT.
 CQ3273
 CQ3273                          STATION RECOVERY (1976)
 CQ3273
 CQ3273'RECOVERY NOTE BY LA TRANSP AND DEV 1976 (RT)
 CQ3273'THE STATION WAS VISITED 5-18-76 AND THE STATION MARK, RM 1 AND
 CQ3273'RM 2 WERE FOUND TO BE IN GOOD CONDITION.  THE 1969 DESCRIPTION IS
 CQ3273'ADEQUATE TO FIND THE STATION.  THE AZIMUTH MARK WAS MOVED IN 1972
 CQ3273'BECAUSE OF HIGHWAY CONSTRUCTION.  A NEW DESCRIPTION FOLLOWS ON THE
 CQ3273'AZIMUTH MARK--
 CQ3273'
 CQ3273'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF YOUREE DRIVE
 CQ3273'AND EAST STONIER AVE., IN SHREVEPORT, DRIVE EAST ALONG STONIER
 CQ3273'AVE. FOR 0.55 MILES TO THE INTERSECTION WITH THE
 CQ3273'SHREVEPORT-BARKSDALE HIGHWAY, TURN RIGHT AND GO SOUTH ALONG THE
 CQ3273'SHREVEPORT-BARKSDALE HIGHWAY FOR 0.1 MILE TO THE AZIMUTH MARK ON
 CQ3273'THE RIGHT AND WEST OF THE HIGHWAY NEAR A RIGHT-OF-WAY FENCE AND
 CQ3273'A POWER POLE.
 CQ3273'
 CQ3273'THE AZIMUTH MARK DISK IS A STANDARD U.S. COAST AND GEODETIC
 CQ3273'REFERENCE DISK SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ3273'MONUMENT THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED VET 1969
 CQ3273'NO. 3 1972.  THE MARK IS 138 FEET WEST OF THE CENTER OF THE SOUTH
 CQ3273'BOUND LANE ON THE SHREVEPORT-BARKSDALE HIGHWAY, 83 FEET WEST OF
 CQ3273'A POWER POLE, 23 FEET NORTH-NORTHWEST OF THE NORTH POLE ON A
 CQ3273'DOUBLE POLE TRANSMISSION LINE, 1.5 FEET EAST OF A RIGHT-OF-WAY
 CQ3273'FENCE AND 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CQ3273'
 CQ3273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3273'IN SHREVEPORT.
 CQ3273
 CQ3273                          STATION RECOVERY (1992)
 CQ3273
 CQ3273'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ3273'RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
 CQ3273
 CQ3273                          STATION RECOVERY (1995)
 CQ3273
 CQ3273'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ3273'RECOVERED IN GOOD CONDITION.
 CQ3273
 CQ3273                          STATION RECOVERY (1999)
 CQ3273
 CQ3273'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2984 ***********************************************************************
 CP2984  DESIGNATION -  VICKERS
 CP2984  PID         -  CP2984
 CP2984  STATE/COUNTY-  LA/FRANKLIN
 CP2984  USGS QUAD   -  LAMAR (1987)
 CP2984
 CP2984                         *CURRENT SURVEY CONTROL
 CP2984  ___________________________________________________________________
 CP2984* NAD 83(1992)-  32 15 47.49641(N)    091 34 52.74275(W)     ADJUSTED  
 CP2984* NAVD 88     -        32.51   (+/-2cm)     106.7    (feet)  VERTCON   
 CP2984  ___________________________________________________________________
 CP2984  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CP2984  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2984
 CP2984  HORZ ORDER  -  FIRST
 CP2984  VERT ORDER  -  THIRD ? (See Below)
 CP2984
 CP2984.The horizontal coordinates were established by classical geodetic methods
 CP2984.and adjusted by the National Geodetic Survey in May 1994..
 CP2984
 CP2984.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2984.The vertical order pertains to the NGVD 29 superseded value.
 CP2984
 CP2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2984
 CP2984.The geoid height was determined by GEOID03.
 CP2984
 CP2984;                    North         East     Units Scale Factor Converg.
 CP2984;SPC LA N     -   195,862.321 1,086,553.463   MT  0.99993285   +0 29 08.5
 CP2984;SPC LA N     -   642,591.63  3,564,800.82   sFT  0.99993285   +0 29 08.5
 CP2984;UTM  15      - 3,570,492.504   633,623.872   MT  0.99982019   +0 45 26.7
 CP2984
 CP2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2984!SPC LA N     -   0.99999902  x   0.99993285  =   0.99993187
 CP2984!UTM  15      -   0.99999902  x   0.99982019  =   0.99981921
 CP2984
 CP2984:                Primary Azimuth Mark                     Grid Az
 CP2984:SPC LA N     -  M 244                                    108 31 51.0
 CP2984:UTM  15      -  M 244                                    108 15 32.8
 CP2984
 CP2984|---------------------------------------------------------------------|
 CP2984| PID    Reference Object                     Distance      Geod. Az  |
 CP2984|                                                           dddmmss.s |
 CP2984| CP1950 M 244                                              1090059.5 |
 CP2984| CY5781 VICKERS RM 1                         32.147 METERS 14624     |
 CP2984| CY5782 VICKERS RM 2                         31.486 METERS 24135     |
 CP2984|---------------------------------------------------------------------|
 CP2984
 CP2984                          SUPERSEDED SURVEY CONTROL
 CP2984
 CP2984  NAD 83(1992)-  32 15 47.49768(N)    091 34 52.74212(W) AD(       ) 1
 CP2984  NAD 83(1986)-  32 15 47.50936(N)    091 34 52.73703(W) AD(       ) 1
 CP2984  NAD 27      -  32 15 46.97417(N)    091 34 52.30116(W) AD(       ) 1
 CP2984  NGVD 29 (07/19/86)   32.53   (m)          106.7    (f) LEVELING    3  
 CP2984
 CP2984.Superseded values are not recommended for survey control.
 CP2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2984.See file dsdata.txt to determine how the superseded data were derived.
 CP2984
 CP2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR3362470493(NAD 83)
 CP2984_MARKER: DS = TRIANGULATION STATION DISK
 CP2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2984
 CP2984  HISTORY     - Date     Condition        Report By
 CP2984  HISTORY     - 1971     MONUMENTED       NGS
 CP2984
 CP2984                          STATION DESCRIPTION
 CP2984
 CP2984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2984'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH-NORTHEAST OF
 CP2984'CROWVILLE AND 1/4 MILE WEST OF STATE HIGHWAY 17 IN THE SOUTHEAST
 CP2984'1/4 OF SECTION 19, T 15 N, R 9 E AND ON THE PROPERTY OF
 CP2984'MR. E.A. VICKERS, CROWVILLE, LOUISIANA.
 CP2984'
 CP2984'TO REACH THE STATION FROM THE POST OFFICE IN CROWVILLE, GO
 CP2984'NORTH-NORTHEAST ON STATE HIGHWAY 17 FOR 0.15 MILE TO THE JUNCTION
 CP2984'OF STATE HIGHWAY 17 AND STATE HIGHWAY 577.  CONTINUE NORTHERLY
 CP2984'ON STATE HIGHWAY 17 FOR 0.3 MILE TO THE NORTH JUNCTION OF STATE
 CP2984'HIGHWAY 17 AND STATE HIGHWAY 577.  CONTINUE NORTH-NORTHEAST ON
 CP2984'STATE HIGHWAY 17 FOR 1.35 MILES TO A GRAVELED ROAD LEFT, JUST
 CP2984'BEFORE REACHING JUNCTION OF STATE HIGHWAY 17 AND STATE HIGHWAY
 CP2984'861 AND A GROCERY STORE ON WEST SIDE OF STATE HIGHWAY 17 (THE
 CP2984'AZIMUTH MARK IS 0.05 MILE NORTH OF JUNCTION ON WEST SIDE OF
 CP2984'STATE HIGHWAY 17).  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 CP2984'0.1 MILE TO A GRAVELED DRIVEWAY RIGHT.  TURN RIGHT AND GO
 CP2984'NORTHWEST ON GRAVELED DRIVEWAY FOR 0.05 MILE TO A SMALL UTILITY
 CP2984'BUILDING ON RIGHT.  TURN RIGHT AND GO NORTH AND NORTHWEST ON A
 CP2984'FIELD ROAD EAST OF UTILITY BUILDING FOR 0.05 MILE TO THE TOP OF
 CP2984'A SMALL KNOLL AND THE STATION.
 CP2984'
 CP2984'THE STATION MARKS ARE STANDARD DISKS STAMPED VICKERS 1971.  THE
 CP2984'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP2984'MONUMENT 18 INCHES BELOW THE GROUND SURFACE.  IT IS 107 FEET
 CP2984'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING, 111
 CP2984'FEET NORTHWEST OF A FENCE CORNER, 73 FEET NORTH OF A METAL
 CP2984'WITNESS POST WITH SIGN AND 71 FEET NORTH-NORTHEAST OF A FENCE.
 CP2984'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 CP2984'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP2984'
 CP2984'REFERENCE MARK 1, A STANDARD DISK STAMPED VICKERS NO 1 1971,
 CP2984'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2984'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET EAST
 CP2984'OF THE METAL WITNESS POST, 8 FEET WEST OF A FENCE CORNER
 CP2984'AND 1 FOOT NORTH OF A FENCE.
 CP2984'
 CP2984'REFERENCE MARK 2, A STANDARD DISK STAMPED VICKERS NO 2 1971,
 CP2984'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2984'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET WEST OF THE
 CP2984'METAL WITNESS POST, 46 FEET NORTH-NORTHWEST OF THE NORTHWEST
 CP2984'CORNER OF THE METAL BUILDING AND 1 FOOT NORTH OF THE FENCE.
 CP2984'
 CP2984'THE AZIMUTH MARK, A STANDARD USC AND GS BENCH MARK DISK
 CP2984'STAMPED M 244 1966 IS SET IN THE TOP OF A 4-INCH IRON PIPE
 CP2984'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 0.05
 CP2984'MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 17 AND 861,
 CP2984'33.5 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 17, 2 FEET
 CP2984'EAST OF A POWERLINE POLE NUMBER 350 AND 1/2 FOOT EAST OF A METAL
 CP2984'WITNESS POST WITH SIGN.
 CP2984'
 CP2984'TENSION PULLED ON ALL MEASUREMENTS WAS 10 KILOS.
 CP2984'
 CP2984'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8104 ***********************************************************************
 AB8104  DESIGNATION -  VICKS USACE A
 AB8104  PID         -  AB8104
 AB8104  STATE/COUNTY-  LA/MADISON
 AB8104  USGS QUAD   -  VICKSBURG WEST (1962)
 AB8104
 AB8104                         *CURRENT SURVEY CONTROL
 AB8104  ___________________________________________________________________
 AB8104* NAD 83(1992)-  32 19 46.30820(N)    090 55 14.62782(W)     ADJUSTED  
 AB8104* NAVD 88     -        27.689  (meters)      90.84   (feet)  ADJUSTED  
 AB8104  ___________________________________________________________________
 AB8104  X           -     -86,686.344 (meters)                     COMP
 AB8104  Y           -  -5,393,909.614 (meters)                     COMP
 AB8104  Z           -   3,391,365.133 (meters)                     COMP
 AB8104  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AB8104  ELLIP HEIGHT-           1.15  (meters)          (02/14/02) GPS OBS
 AB8104  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AB8104  DYNAMIC HT  -          27.657 (meters)      90.74  (feet)  COMP
 AB8104  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 AB8104
 AB8104  HORZ ORDER  -  B
 AB8104  VERT ORDER  -  FIRST     CLASS II
 AB8104  ELLP ORDER  -  FIFTH     CLASS II
 AB8104
 AB8104.This is a reference station for the VICKSBURG 1
 AB8104.National Continuously Operating Reference Station (VIC1).
 AB8104
 AB8104.The horizontal coordinates were established by GPS observations
 AB8104.and adjusted by the National Geodetic Survey in March 1997..
 AB8104
 AB8104.The orthometric height was determined by differential leveling
 AB8104.and adjusted by the National Geodetic Survey in July 2002..
 AB8104
 AB8104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8104
 AB8104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8104
 AB8104.The ellipsoidal height was determined by GPS observations
 AB8104.and is referenced to NAD 83.
 AB8104
 AB8104.The geoid height was determined by GEOID03.
 AB8104
 AB8104.The dynamic height is computed by dividing the NAVD 88
 AB8104.geopotential number by the normal gravity value computed on the
 AB8104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8104.degrees latitude (g = 980.6199 gals.).
 AB8104
 AB8104.The modeled gravity was interpolated from observed gravity values.
 AB8104
 AB8104;                    North         East     Units Scale Factor Converg.
 AB8104;SPC LA N     -   203,934.548 1,148,679.883   MT  0.99994049   +0 50 05.9
 AB8104;SPC LA N     -   669,075.26  3,768,627.25   sFT  0.99994049   +0 50 05.9
 AB8104;UTM  15      - 3,578,862.208   695,711.027   MT  1.00007236   +1 06 44.4
 AB8104
 AB8104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8104!SPC LA N     -   0.99999982  x   0.99994049  =   0.99994031
 AB8104!UTM  15      -   0.99999982  x   1.00007236  =   1.00007218
 AB8104
 AB8104|---------------------------------------------------------------------|
 AB8104| PID    Reference Object                     Distance      Geod. Az  |
 AB8104|                                                           dddmmss.s |
 AB8104| AB8103 VICKS USACE B                       211.020 METERS 17820     |
 AB8104|---------------------------------------------------------------------|
 AB8104
 AB8104                          SUPERSEDED SURVEY CONTROL
 AB8104
 AB8104  ELLIP H (03/31/97)    1.16   (m)                       GP(       ) 1 1
 AB8104  NAVD 88 (03/31/97)   27.69   (m)           90.8    (f) LEVELING    3  
 AB8104
 AB8104.Superseded values are not recommended for survey control.
 AB8104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8104.See file dsdata.txt to determine how the superseded data were derived.
 AB8104
 AB8104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9571178862(NAD 83)
 AB8104_MARKER: I = METAL ROD
 AB8104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8104_STAMPING: VICKS USACE A 1996
 AB8104_MARK LOGO: NGS   
 AB8104_PROJECTION: FLUSH
 AB8104_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8104+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996
 AB8104_ROD/PIPE-DEPTH: 79.4 meters
 AB8104_SLEEVE-DEPTH  : 0.9 meters
 AB8104
 AB8104  HISTORY     - Date     Condition        Report By
 AB8104  HISTORY     - 1996     MONUMENTED       NGS
 AB8104  HISTORY     - 19960319 GOOD             NGS
 AB8104
 AB8104                          STATION DESCRIPTION
 AB8104
 AB8104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AB8104'THE STATION IS LOCATED JUST WEST OF VICKSBURG, MISSISSIPPI ON THE WEST
 AB8104'SIDE OF THE MISSISSIPPI RIVER IN THE VICINITY OF DELTA POINT.  IT IS
 AB8104'JUST NORTHEAST OF THE VILLAGE OF DELTA, LA ON U.S.  ARMY CORPS OF
 AB8104'ENGINEERS PROPERTY IN A CLEARED AREA IN THE WOODS JUST SOUTH OF A
 AB8104'LARGE MAT FIELD IN THE VICINITY OF A 92 FT (28.0 M) TALL DGPS
 AB8104'TRANSMITTER ANTENNA.  POINT OF CONTACT - JOHN D.  BARNES, CHIEF
 AB8104'ENGINEERING SERVICES BRANCH, U.S.  ARMY CORPS OF ENGINEERS, VICKSBURG
 AB8104'DISTRICT, 2101 NORTH FRONTAGE ROAD, VICKSBURG, MS 39180-5191, PHONE
 AB8104'601-631-5485, FAX 601-631-7044.  ALTERNATE P.O.C.  - JASON SYKES,
 AB8104'PHONE 601-631-5712 OR ANDY FRENNY, PHONE 601-631-5732.  TO REACH THE
 AB8104'STATION FROM THE CENTER OF THE I-20 MISSISSIPPI RIVER BRIDGE (ALSO THE
 AB8104'MS-LA STATE LINE) , GO WEST ON I-20 FOR 3.2 MI (5.1 KM) TO EXIT 186.
 AB8104'AT THE END OF THE EXIT RAMP BEAR RIGHT AND GO NORTH FOR 0.1 MI (0.2
 AB8104'KM) ACROSS RR TRACKS TO A T-INTERSECTION, TURN RIGHT AT THE
 AB8104'T-INTERSECTION AND GO EAST ON LA ROUTE 3218 (OLD U.S.  HWY 80) FOR 2.1
 AB8104'MI (3.4 KM) TO A ROAD LEFT (FIRST STREET) LEADING INTO THE VILLAGE OF
 AB8104'DELTA.  BEAR LEFT AND PROCEED ON FIRST STREET FOR O.3 MI TO A CURVE
 AB8104'LEFT ONTO ST MARTIN STREET, BEAR LEFT ONTO ST MARTIN STREET AND
 AB8104'PROCEED NW FOR 0.3 MI (0.5 KM) TO THE END OF THE PAVEMENT THEN
 AB8104'CONTINUE ON THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO THE TOP OF THE
 AB8104'LEVEE AND A CROSSROADS.  PROCEED NORTH DOWN THE NORTH FACE OF THE
 AB8104'LEVEE AND CONTINUE ON THE GRAVEL ROAD FOR O.2 MI TO A GATE AT THE U.S.
 AB8104'ARMY CORPS OF ENGINEERS MAT FIELD FACILITY.  SEE POC FOR ACCESS TO
 AB8104'FACILITY.  PASS THROUGH THE GATE AND BEAR RIGHT ON A GRAVEL ROAD ALONG
 AB8104'THE SOUTH EDGE OF THE MAT FIELD FOR 0.4 MI (0.6 KM) TO A DIM GRAVEL
 AB8104'TRACK ROAD ON THE RIGHT LEADING TOWARD A 92 FT (28.0 M) TALL ANTENNA
 AB8104'IN A CLEARING IN THE WOODS.  TURN RIGHT ON THE TRACK ROAD AND PROCEED
 AB8104'SOUTH INTO THE CLEARING FOR 0.2 MI (0.3 KM) (PASSING THE ANTENNA) TO
 AB8104'THE BACK EDGE OF THE CLEARED FIELD AND THE STATION ADJACENT TO AN
 AB8104'ORANGE CARSONITE WITNESS POST.  THE STATION MARK IS A 9/16 INCH SS ROD
 AB8104'WHICH HAS BEEN ROUNDED, CENTERPUNCHED AND SET TO CLASS A STANDARDS.
 AB8104'IT IS LOCATED 103 M (337.9 FT) SOUTH-SOUTHEAST OF THE 92 FT (28.0 M)
 AB8104'TALL TRANSMITTING ANTENNA, 80 M (262.5 FT) SOUTH OF A WOODEN DEER
 AB8104'STAND AT THE WEST EDGE OF THE WOODS, 40 M (131.2 FT) WEST OF THE
 AB8104'BRUSHLINE AT THE EAST EDGE OF THE CLEARING, 12 M (39.4 FT) EAST OF THE
 AB8104'BRUSHLINE AT THE WEST EDGE OF THE CLEARING AND 0.21 M (0.69 FT) NORTH
 AB8104'OF AN ORANGE CARSONITE WITNESS POST.
 AB8104
 AB8104                          STATION RECOVERY (1996)
 AB8104
 AB8104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8104'1.2 KM (0.75 MI) NORTHERLY AND WESTERLY ALONG A LEVEE FROM THE WEST
 AB8104'END OF THE OLD HIGHWAY 80 BRIDGE IN DELTA POINT, THENCE 0.3 KM (0.20
 AB8104'MI) NORTHERLY ALONG A GRAVELED ROAD TO THE U.S.  ARMY CORPS OF
 AB8104'ENGINEERS MAT FIELD FACILITY, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG A
 AB8104'GRAVELED ROAD ALONG THE SOUTH SIDE OF THE MAT FIELD, THENCE 0.3 KM
 AB8104'(0.20 MI) SOUTHERLY ALONG A GRAVELED ROAD AND ACROSS A CLEARING, 103.0
 AB8104'M (337.9 FT) SOUTH-SOUTHEAST OF A CORS SITE TRANSMITTING ANTENNA, 80.0
 AB8104'M (262.5 FT) SOUTH OF A WOODEN DEER STAND AT THE WEST EDGE OF THE
 AB8104'WOODS, 40.0 M (131.2 FT) WEST OF THE EAST EDGE OF THE CLEARING, 12.0 M
 AB8104'(39.4 FT) EAST OF THE WEST EDGE OF THE CLEARING, AND 0.2 M (0.7 FT)
 AB8104'NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB8104'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB8104'FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY THE U.S.  ARMY
 AB8104'CORP OF ENGINEERS, 2101 NORTH FRONTAGE ROAD, VICKSBURG, MS 39180-5191,
 AB8104'TELEPHONE NUMBER (601) 631-5485.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8103 ***********************************************************************
 AB8103  DESIGNATION -  VICKS USACE B
 AB8103  PID         -  AB8103
 AB8103  STATE/COUNTY-  LA/MADISON
 AB8103  USGS QUAD   -  VICKSBURG WEST (1962)
 AB8103
 AB8103                         *CURRENT SURVEY CONTROL
 AB8103  ___________________________________________________________________
 AB8103* NAD 83(1992)-  32 19 39.46055(N)    090 55 14.39384(W)     ADJUSTED  
 AB8103* NAVD 88     -        32.861  (meters)     107.81   (feet)  ADJUSTED  
 AB8103  ___________________________________________________________________
 AB8103  X           -     -86,682.108 (meters)                     COMP
 AB8103  Y           -  -5,394,026.875 (meters)                     COMP
 AB8103  Z           -   3,391,189.666 (meters)                     COMP
 AB8103  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AB8103  ELLIP HEIGHT-           6.33  (meters)          (02/14/02) GPS OBS
 AB8103  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AB8103  DYNAMIC HT  -          32.823 (meters)     107.69  (feet)  COMP
 AB8103  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 AB8103
 AB8103  HORZ ORDER  -  B
 AB8103  VERT ORDER  -  FIRST     CLASS II
 AB8103  ELLP ORDER  -  FIFTH     CLASS II
 AB8103
 AB8103.This is a reference station for the VICKSBURG 1
 AB8103.National Continuously Operating Reference Station (VIC1).
 AB8103
 AB8103.The horizontal coordinates were established by GPS observations
 AB8103.and adjusted by the National Geodetic Survey in March 1997..
 AB8103
 AB8103.The orthometric height was determined by differential leveling
 AB8103.and adjusted by the National Geodetic Survey in July 2002..
 AB8103
 AB8103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8103
 AB8103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8103
 AB8103.The ellipsoidal height was determined by GPS observations
 AB8103.and is referenced to NAD 83.
 AB8103
 AB8103.The geoid height was determined by GEOID03.
 AB8103
 AB8103.The dynamic height is computed by dividing the NAVD 88
 AB8103.geopotential number by the normal gravity value computed on the
 AB8103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8103.degrees latitude (g = 980.6199 gals.).
 AB8103
 AB8103.The modeled gravity was interpolated from observed gravity values.
 AB8103
 AB8103;                    North         East     Units Scale Factor Converg.
 AB8103;SPC LA N     -   203,723.741 1,148,689.076   MT  0.99994025   +0 50 06.0
 AB8103;SPC LA N     -   668,383.64  3,768,657.41   sFT  0.99994025   +0 50 06.0
 AB8103;UTM  15      - 3,578,651.420   695,721.241   MT  1.00007241   +1 06 44.3
 AB8103
 AB8103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8103!SPC LA N     -   0.99999901  x   0.99994025  =   0.99993926
 AB8103!UTM  15      -   0.99999901  x   1.00007241  =   1.00007142
 AB8103
 AB8103|---------------------------------------------------------------------|
 AB8103| PID    Reference Object                     Distance      Geod. Az  |
 AB8103|                                                           dddmmss.s |
 AB8103| AB8104 VICKS USACE A                       211.020 METERS 35820     |
 AB8103|---------------------------------------------------------------------|
 AB8103
 AB8103                          SUPERSEDED SURVEY CONTROL
 AB8103
 AB8103  ELLIP H (03/31/97)    6.33   (m)                       GP(       ) 1 1
 AB8103  NAVD 88 (03/31/97)   32.86   (m)          107.8    (f) LEVELING    3  
 AB8103
 AB8103.Superseded values are not recommended for survey control.
 AB8103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8103.See file dsdata.txt to determine how the superseded data were derived.
 AB8103
 AB8103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9572178651(NAD 83)
 AB8103_MARKER: I = METAL ROD
 AB8103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8103_STAMPING: VICKS USACE B 1996
 AB8103_MARK LOGO: NGS   
 AB8103_PROJECTION: FLUSH
 AB8103_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8103+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996
 AB8103_ROD/PIPE-DEPTH: 23.7 meters
 AB8103_SLEEVE-DEPTH  : 0.9 meters
 AB8103
 AB8103  HISTORY     - Date     Condition        Report By
 AB8103  HISTORY     - 1996     MONUMENTED       NGS
 AB8103  HISTORY     - 19960319 GOOD             NGS
 AB8103
 AB8103                          STATION DESCRIPTION
 AB8103
 AB8103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AB8103'THE STATION IS LOCATED JUST WEST OF VICKSBURG, MISSISSIPPI ON THE WEST
 AB8103'SIDE OF THE MISSISSIPPI RIVER IN THE VICINITY OF DELTA POINT.  IT IS
 AB8103'JUST EAST OF THE VILLAGE OF DELTA, LA ON A SPUR LEVEE WHICH PROJECTS
 AB8103'EAST FROM THE MAIN LEVEE NEAR THE EASTERMOST POINT OF THE MAIN LEVEE.
 AB8103'POINT OF CONTACT - JOHN D.  BARNES, CHIEF ENGINEERING SERVICES BRANCH,
 AB8103'U.S.  ARMY CORPS OF ENGINEERS, VICKSBURG DISTRICT, 2101 NORTH FRONTAGE
 AB8103'ROAD, VICKSBURG, MS 39180-5191, PHONE 601-631-5485, FAX 601-631-7044.
 AB8103'ALTERNATE P.O.C.  - JASON SYKES, PHONE 601-631-5712 OR ANDY FRENNY,
 AB8103'PHONE 601-631-5732.  TO REACH THE STATION FROM THE CENTER OF THE I-20
 AB8103'MISSISSIPPI RIVER BRIDGE (ALSO THE MS-LA STATE LINE) , GO WEST ON I-20
 AB8103'FOR 3.2 MI (5.1 KM) TO EXIT 186.  AT THE END OF THE EXIT RAMP BEAR
 AB8103'RIGHT AND GO NORTH FOR 0.1 MI (0.2 KM) ACROSS RR TRACKS TO A
 AB8103'T-INTERSECTION, TURN RIGHT AT THE T-INTERSECTION AND GO EAST ON LA
 AB8103'ROUTE 3218 (OLD U.S.  HWY 80) FOR 2.1 MI (3.4 KM) TO A ROAD LEFT
 AB8103'(FIRST STREET) LEADING INTO THE VILLAGE OF DELTA.  BEAR LEFT AND
 AB8103'PROCEED ON FIRST STREET FOR O.3 MI TO A CURVE LEFT ONTO ST MARTIN
 AB8103'STREET, BEAR LEFT ONTO ST MARTIN STREET AND PROCEED NW FOR 0.3 MI (0.5
 AB8103'KM) TO THE END OF THE PAVEMENT THEN CONTINUE ON THE GRAVEL ROAD FOR
 AB8103'0.05 MI (0.08 KM) TO THE TOP OF THE LEVEE AND A CROSSROADS.  TURN
 AB8103'RIGHT AT THE CROSSROADS AND PROCEED EAST AND SOUTH ALONG THE TOP OF
 AB8103'THE LEVEE FOR O.45 MI TO A SPUR LEVEE ON THE LEFT ABOUT 2 METERS (6.6
 AB8103'FT) LOWER THAN THE MAIN LEVEE.  TURN LEFT ONTO THE SPUR LEVEE AND
 AB8103'PROCEED EAST FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT EDGE OF
 AB8103'THE TOP OF THE LEVEE.  THE STATION IS A 9/16 INCH SS ROD WHICH HAS
 AB8103'BEEN ROUNDED, CENTERPUNCHED AND SET TO CLASS A STANDARDS.  IT IS
 AB8103'LOCATED ALONG THE NORTH EDGE OF THE TOP OF THE SPUR LEVEE ABOUT 146 M
 AB8103'(479.0 FT) WEST OF THE BOTTOM (LEVEE TOE) EAST END OF THE SPUR LEVEE,
 AB8103'129 M (423.2 FT) EAST OF THE SPUR LEVEE JUNCTION WITH THE MAIN LEVEE,
 AB8103'2.3 M (7.5 FT) NORTH OF THE CENTERLINE TOP OF THE SPUR LEVEE AND 0.21
 AB8103'M (0.69 FT) SOUTH OF AN ORANGE PLASTIC WITNESS POST.
 AB8103
 AB8103                          STATION RECOVERY (1996)
 AB8103
 AB8103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8103'0.5 KM (0.30 MI) NORTHERLY ALONG A LEVEE FROM THE WEST END OF THE OLD
 AB8103'HIGHWAY 80 BRIDGE IN DELTA POINT, 0.1 KM (0.05 MI) EASTERLY ALONG A
 AB8103'SPUR LEVEE, 138.0 M (452.8 FT) WEST OF THE EAST END OF THE SPUR LEVEE,
 AB8103'129.0 M (423.2 FT) EAST OF THE CENTER OF THE MAIN LEVEE, 2.3 M (7.5
 AB8103'FT) NORTH OF THE CENTER OF THE SPUR LEVEE, AND 0.2 M (0.7 FT) NORTH OF
 AB8103'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB8103'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AB8103'CLASS A MARK.  THE MARK IS ON PROPERTY CONTROLLED BY THE U.S. ARMY
 AB8103'CORP OF ENGINEERS, 2101 NORTH FRONTAGE ROAD, VICKSBURG, MS 39180-5191,
 AB8103'TELEPHONE NUMBER (601) 631-5485.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2773 ***********************************************************************
 CP2773  DESIGNATION -  VICKSBURG TRANS TWR W SIDE RIV
 CP2773  PID         -  CP2773
 CP2773  STATE/COUNTY-  LA/MADISON
 CP2773  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2773
 CP2773                         *CURRENT SURVEY CONTROL
 CP2773  ___________________________________________________________________
 CP2773* NAD 83(1992)-  32 19 16.39104(N)    090 54 32.32568(W)     ADJUSTED  
 CP2773* NAVD 88     -                                                        
 CP2773  ___________________________________________________________________
 CP2773  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CP2773  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP2773
 CP2773  HORZ ORDER  -  THIRD
 CP2773
 CP2773.The horizontal coordinates were established by classical geodetic methods
 CP2773.and adjusted by the National Geodetic Survey in May 1994..
 CP2773
 CP2773
 CP2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2773
 CP2773.The geoid height was determined by GEOID03.
 CP2773
 CP2773;                    North         East     Units Scale Factor Converg.
 CP2773;SPC LA N     -   203,029.332 1,149,799.588   MT  0.99993946   +0 50 28.2
 CP2773;SPC LA N     -   666,105.40  3,772,300.81   sFT  0.99993946   +0 50 28.2
 CP2773;SPC MS W     -   312,913.037   645,798.208   MT  0.99998621   -0 18 28.0
 CP2773;SPC MS W     - 1,026,615.52  2,118,756.29   sFT  0.99998621   -0 18 28.0
 CP2773;UTM  15      - 3,577,962.299   696,835.252   MT  1.00007780   +1 07 06.1
 CP2773
 CP2773                          SUPERSEDED SURVEY CONTROL
 CP2773
 CP2773  NAD 83(1992)-  32 19 16.40240(N)    090 54 32.32265(W) AD(       ) 4
 CP2773  NAD 83(1986)-  32 19 16.40314(N)    090 54 32.32185(W) AD(       ) 4
 CP2773  NAD 27      -  32 19 15.87000(N)    090 54 31.94000(W) AD(       ) 3
 CP2773
 CP2773.Superseded values are not recommended for survey control.
 CP2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2773.See file dsdata.txt to determine how the superseded data were derived.
 CP2773
 CP2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9683577962(NAD 83)
 CP2773_MARKER: 55 = TOWER
 CP2773
 CP2773  HISTORY     - Date     Condition        Report By
 CP2773  HISTORY     - 1929     FIRST OBSERVED   CGS
 CP2773
 CP2773                          STATION DESCRIPTION
 CP2773
 CP2773'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0786 ***********************************************************************
 BX0786  DESIGNATION -  VICTOR AZ MK
 BX0786  PID         -  BX0786
 BX0786  STATE/COUNTY-  LA/AVOYELLES
 BX0786  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0786
 BX0786                         *CURRENT SURVEY CONTROL
 BX0786  ___________________________________________________________________
 BX0786* NAD 83(1986)-  31 04 59.     (N)    092 02 48.     (W)     SCALED    
 BX0786* NAVD 88     -        22.794  (meters)      74.78   (feet)  ADJUSTED  
 BX0786  ___________________________________________________________________
 BX0786  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BX0786  DYNAMIC HT  -          22.766 (meters)      74.69  (feet)  COMP
 BX0786  MODELED GRAV-     979,390.5   (mgal)                       NAVD 88
 BX0786
 BX0786  VERT ORDER  -  FIRST     CLASS I
 BX0786
 BX0786.The horizontal coordinates were scaled from a topographic map and have
 BX0786.an estimated accuracy of +/- 6 seconds.
 BX0786
 BX0786.The orthometric height was determined by differential leveling
 BX0786.and adjusted by the National Geodetic Survey in February 1994..
 BX0786
 BX0786.The geoid height was determined by GEOID03.
 BX0786
 BX0786.The dynamic height is computed by dividing the NAVD 88
 BX0786.geopotential number by the normal gravity value computed on the
 BX0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0786.degrees latitude (g = 980.6199 gals.).
 BX0786
 BX0786.The modeled gravity was interpolated from observed gravity values.
 BX0786
 BX0786;                    North         East    Units  Estimated Accuracy
 BX0786;SPC LA N     -    64,740.    1,043,260.      MT  (+/- 180 meters Scaled)
 BX0786
 BX0786                          SUPERSEDED SURVEY CONTROL
 BX0786
 BX0786  NAVD 88 (06/15/91)   22.811  (m)           74.84   (f) UNKNOWN     1 1
 BX0786  NGVD 29 (??/??/??)   22.771  (m)           74.71   (f) ADJUSTED    1 1
 BX0786
 BX0786.Superseded values are not recommended for survey control.
 BX0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0786.See file dsdata.txt to determine how the superseded data were derived.
 BX0786
 BX0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ909391(NAD 83)
 BX0786_MARKER: DZ = AZIMUTH MARK DISK
 BX0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0786_STAMPING: BM VICTOR 1941
 BX0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0786+STABILITY: SURFACE MOTION
 BX0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0786+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BX0786
 BX0786  HISTORY     - Date     Condition        Report By
 BX0786  HISTORY     - 1941     MONUMENTED       CGS
 BX0786  HISTORY     - 1966     GOOD             CGS
 BX0786  HISTORY     - 1977     GOOD             NGS
 BX0786  HISTORY     - 20040204 GOOD             USPSQD
 BX0786
 BX0786                          STATION DESCRIPTION
 BX0786
 BX0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0786'1.75 MI NW FROM MANSURA.
 BX0786'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAYS 1 AND 107 FROM THE
 BX0786'POST OFFICE AT MANSURA, OR ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON
 BX0786'STREET FROM THE COURTHOUSE AT MARKSVILLE, THENCE 1.8 MILES SOUTHEAST
 BX0786'ALONG THE TEXAS AND PACIFIC RAILROAD, THENCE 1.4 MILES SOUTHEAST ALONG
 BX0786'STATE HIGHWAY 1, IN SECTION 46, T 1 N, R 4 E, 43 FEET WEST OF THE
 BX0786'CENTER LINE OF THE HIGHWAY, 82 FEET NORTH OF THE EXTENDED CENTER LINE
 BX0786'OF A PAVED ROAD LEADING EAST TO THE ST. JOSEPH CEMETERY, 8 FEET SOUTH
 BX0786'OF THE CENTER LINE OF A DRIVEWAY, 60 FEET EAST OF THE NORTHEAST CORNER
 BX0786'OF A SMALL HOUSE, 7 1/2 FEET NORTHEAST OF A GAS METER, 3 FEET
 BX0786'NORTHEAST OF A POWER POLE BEARING A TRANSFORMER, 1.0 FOOT NORTH OF A
 BX0786'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 BX0786'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BX0786
 BX0786                          STATION RECOVERY (1977)
 BX0786
 BX0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0786'RECOVERED IN GOOD CONDITION.
 BX0786
 BX0786                          STATION RECOVERY (2004)
 BX0786
 BX0786'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0787 ***********************************************************************
 BX0787  DESIGNATION -  VICTOR AZ MK 2
 BX0787  PID         -  BX0787
 BX0787  STATE/COUNTY-  LA/AVOYELLES
 BX0787  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0787
 BX0787                         *CURRENT SURVEY CONTROL
 BX0787  ___________________________________________________________________
 BX0787* NAD 83(1986)-  31 04 57.     (N)    092 02 47.     (W)     SCALED    
 BX0787* NAVD 88     -        22.92   (+/-2cm)      75.2    (feet)  VERTCON   
 BX0787  ___________________________________________________________________
 BX0787  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BX0787
 BX0787  VERT ORDER  -  THIRD (See Below)
 BX0787
 BX0787.The horizontal coordinates were scaled from a topographic map and have
 BX0787.an estimated accuracy of +/- 6 seconds.
 BX0787
 BX0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0787.The vertical order pertains to the NGVD 29 superseded value.
 BX0787
 BX0787.The geoid height was determined by GEOID03.
 BX0787
 BX0787;                    North         East    Units  Estimated Accuracy
 BX0787;SPC LA N     -    64,680.    1,043,290.      MT  (+/- 180 meters Scaled)
 BX0787
 BX0787                          SUPERSEDED SURVEY CONTROL
 BX0787
 BX0787  NGVD 29 (??/??/??)   22.90   (m)           75.1    (f) RESET       3  
 BX0787
 BX0787.Superseded values are not recommended for survey control.
 BX0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0787.See file dsdata.txt to determine how the superseded data were derived.
 BX0787
 BX0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ909391(NAD 83)
 BX0787_MARKER: DZ = AZIMUTH MARK DISK
 BX0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0787_STAMPING: BM VICTOR NO 2 1941 1969
 BX0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0787+STABILITY: SURFACE MOTION
 BX0787
 BX0787  HISTORY     - Date     Condition        Report By
 BX0787  HISTORY     - 1969     MONUMENTED       CGS
 BX0787  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BX0787
 BX0787                          STATION DESCRIPTION
 BX0787
 BX0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX0787'1.75 MI NW FROM MANSURA.
 BX0787'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAYS 1 AND 107 FROM THE
 BX0787'POST OFFICE AT MANSURA, ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON
 BX0787'STREET FROM THE COURTHOUSE AT MARKSVILLE, THENCE 1.8 MILES SOUTHEAST
 BX0787'ALONG THE TEXAS AND PACIFIC RAILROAD, THENCE 1.4 MILES SOUTHEAST ALONG
 BX0787'STATE HIGHWAY 1, 56.8 FEET SOUTHWEST OF A RAILROAD TRACK, 38 FEET
 BX0787'NORTHWEST OF A FENCE CORNER, 2.7 FEET SOUTHEAST OF A METAL WITNESS
 BX0787'POST, IN A FENCE LINE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BX0787'THE SECTION 46, T 1 N, R 4 E GROUND.
 BX0787
 BX0787                          STATION RECOVERY (2004)
 BX0787
 BX0787'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0791 ***********************************************************************
 BX0791  DESIGNATION -  VICTOR RESET
 BX0791  PID         -  BX0791
 BX0791  STATE/COUNTY-  LA/AVOYELLES
 BX0791  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0791
 BX0791                         *CURRENT SURVEY CONTROL
 BX0791  ___________________________________________________________________
 BX0791* NAD 83(1992)-  31 05 42.93890(N)    092 03 27.20148(W)     ADJUSTED  
 BX0791* NAVD 88     -        23.79   (+/-2cm)      78.1    (feet)  VERTCON   
 BX0791  ___________________________________________________________________
 BX0791  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BX0791  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BX0791
 BX0791  HORZ ORDER  -  FIRST
 BX0791  VERT ORDER  -  THIRD (See Below)
 BX0791
 BX0791.The horizontal coordinates were established by classical geodetic methods
 BX0791.and adjusted by the National Geodetic Survey in January 1993..
 BX0791
 BX0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0791.The vertical order pertains to the NGVD 29 superseded value.
 BX0791
 BX0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0791
 BX0791.The geoid height was determined by GEOID03.
 BX0791
 BX0791;                    North         East     Units Scale Factor Converg.
 BX0791;SPC LA N     -    66,087.520 1,042,213.826   MT  1.00001696   +0 14 02.1
 BX0791;SPC LA N     -   216,822.14  3,419,329.86   sFT  1.00001696   +0 14 02.1
 BX0791;UTM  15      - 3,440,541.112   589,883.762   MT  0.99969965   +0 29 12.4
 BX0791
 BX0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0791!SPC LA N     -   1.00000051  x   1.00001696  =   1.00001747
 BX0791!UTM  15      -   1.00000051  x   0.99969965  =   0.99970016
 BX0791
 BX0791|---------------------------------------------------------------------|
 BX0791| PID    Reference Object                     Distance      Geod. Az  |
 BX0791|                                                           dddmmss.s |
 BX0791| BX0790 VICTOR RM 1                          40.572 METERS 02737     |
 BX0791| BX2582 VICTOR RM 4                          68.194 METERS 06920     |
 BX0791| BX0792 VICTOR RM 3                          52.879 METERS 11506     |
 BX0791| BX0789 VICTOR RM 2                          24.004 METERS 13940     |
 BX0791| BX0786 VICTOR AZ MK                                       1423844.5 |
 BX0791| BX0787 VICTOR AZ MK 2                                     1973908.6 |
 BX0791|---------------------------------------------------------------------|
 BX0791
 BX0791                          SUPERSEDED SURVEY CONTROL
 BX0791
 BX0791  NAD 83(1986)-  31 05 42.95829(N)    092 03 27.19677(W) AD(       ) 1
 BX0791  NAD 27      -  31 05 42.28370(N)    092 03 26.75233(W) AD(       ) 1
 BX0791  NGVD 29 (??/??/??)   23.77   (m)           78.0    (f) RESET       3  
 BX0791
 BX0791.Superseded values are not recommended for survey control.
 BX0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0791.See file dsdata.txt to determine how the superseded data were derived.
 BX0791
 BX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8988440541(NAD 83)
 BX0791_MARKER: DS = TRIANGULATION STATION DISK
 BX0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0791_STAMPING: BM VICTOR USE 1941 1969
 BX0791_MARK LOGO: CGS   
 BX0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0791+STABILITY: SURFACE MOTION
 BX0791
 BX0791  HISTORY     - Date     Condition        Report By
 BX0791  HISTORY     - 1969     MONUMENTED       CGS
 BX0791  HISTORY     - 1969     GOOD             CGS
 BX0791  HISTORY     - 1977     GOOD             NGS
 BX0791  HISTORY     - 1977     GOOD             NGS
 BX0791
 BX0791                          STATION DESCRIPTION
 BX0791
 BX0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX0791'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BX0791'CONDITION.  THE STATION MARK WAS LOWERED TO 24 INCHES BELOW THE
 BX0791'GROUND SURFACE AND REFERENCE MARK 2 WAS DESTROYED AT THE REQUEST
 BX0791'OF THE PROPERTY OWNER.  REFERENCE MARK 3 AND A NEW AZIMUTH MARK
 BX0791'WERE ESTABLISHED AT THIS TIME.  REFERENCE MARK 3 WAS OCCUPIED DUE
 BX0791'TO INACCESSIBILITY TO THE STATION MARK.
 BX0791'
 BX0791'SEE DESCRIPTION OF REFERENCE MARK 3.
 BX0791'
 BX0791'A TRAVERSE CONNECTION WAS MADE TO BM VICTOR (USE) 1941 RM 3,
 BX0791'DISTANCE BEING 173.48 FEET OR 52.8781 METERS SOUTH SOUTHEAST
 BX0791'OF THE STATION.
 BX0791
 BX0791                          STATION RECOVERY (1969)
 BX0791
 BX0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX0791'2.35 MI SE FROM MARKSVILLE.
 BX0791'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0791'AT MARKSVILLE, THENCE 1.8 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0791'RAILROAD TO THE CAUBARREAUX STORE AND SERVICE STATION AND A CURVE IN
 BX0791'STATE HIGHWAY 1, THENCE 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 1,
 BX0791'ABOUT 107 YARDS SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 173.48
 BX0791'FEET EAST-SOUTHEAST OF RM 3, 133.2 FEET SOUTHWEST OF RM 1, 102 FEET
 BX0791'SOUTHWEST OF A 30 INCH OAK TREE, 22 FEET SOUTHEAST OF A 42 INCH PECAN
 BX0791'TREE, 24 INCHES BELOW THE GROUND SURFACE AND SET IN THE TOP OF
 BX0791'CONCRETE.  NOTE -- IT WAS USED AS RM IN 1969.  SECTION 40, T 1 N, R 4
 BX0791'E.
 BX0791
 BX0791                          STATION RECOVERY (1977)
 BX0791
 BX0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BX0791'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND THE AZIMUTH MARK
 BX0791'WERE RECOVERED IN GOOD CONDITION.  THE MEASUREMENT TO REFERENCE
 BX0791'MARK 1 WAS NOTED AND VERIFIED TO BE 0.09 FOOT SHORTER THAN THE
 BX0791'1969 MEASUREMENT.  THE TRAVERSE TO BENCH MARK VICTOR USE RM 3
 BX0791'WAS NOTED TO BE 0.005 METER LONGER THAN 1969 OBSERVATIONS.
 BX0791'A VERY LARGE OAK TREE PREVENTED ERECTING A TOWER
 BX0791'OVER THE STATION AND REFERENCE MARK 4 WAS ESTABLISHED AND
 BX0791'OCCUPIED AT THIS TIME.  DUE TO REFERENCE MARK 3 BEING IN A
 BX0791'FENCE LINE, PERMISSION COULD NOT BE OBTAINED FROM THE
 BX0791'ADJOINING PROPERTY OWNER TO ERECT A TOWER.  DUE TO CHANGES, A
 BX0791'COMPLETE NEW DESCRIPTION FOLLOWS.
 BX0791'
 BX0791'THE STATION IS ABOUT 3 MILES NORTH OF MANSURA, 2-1/2 MILES
 BX0791'SOUTHEAST OF MARKSVILLE AND ON THE PROPERTY OF MR. MICHAEL
 BX0791'LEMOINE, WHO LIVES AT MANSURA, LOUISIANA, 71350, TELEPHONE
 BX0791'NUMBER
 BX0791'
 BX0791'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 107,
 BX0791'AND 115, AT THE WEST EDGE OF MARKSVILLE, GO SOUTHERLY ON
 BX0791'HIGHWAYS 1 AND 107 FOR 2.0 MILES TO THE JUNCTION OF HIGHWAYS 1
 BX0791'AND 107.  TURN LEFT ON HIGHWAY 107 AND GO SOUTHEASTERLY FOR
 BX0791'0.25 MILE TO A DRIVEWAY RIGHT INTO AN OPEN FIELD.  TURN RIGHT
 BX0791'AND GO SOUTHERLY FOR 0.1 MILE TO A LARGE OAK TREE AND THE
 BX0791'STATION UNDER THE EASTERN EDGE OF THE TREE.
 BX0791'
 BX0791'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY TO
 BX0791'HIGHWAY 107.  TURN LEFT AND GO NORTHWESTERLY ON HIGHWAY 107 FOR
 BX0791'0.25 MILE TO THE JUNCTION OF HIGHWAYS 1 AND 107.  TURN LEFT AND
 BX0791'GO SOUTHERLY ON HIGHWAY 1 FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 BX0791'TURN RIGHT CROSSING A RAILROAD TRACK AND BEAR LEFT FOR 0.05
 BX0791'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BX0791'
 BX0791'STATION MARK, STAMPED---BM VICTOR USE 1941 1969---, IS A
 BX0791'STANDARD DISK SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE
 BX0791'MONUMENT THAT IS 14 INCHES BELOW THE GROUND.  IT IS 119.0 FEET
 BX0791'SOUTH-SOUTHWEST OF A FENCE CORNER AND 21 FEET SOUTH-SOUTHEAST
 BX0791'OF A 42-INCH OAK TREE.  THE UNDERGROUND DISK WAS NOT INSPECTED
 BX0791'AT THIS TIME.
 BX0791'
 BX0791'REFERENCE MARK 1, STAMPED---BM VICTOR NO 1 1941---, IS A
 BX0791'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BX0791'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 33.0
 BX0791'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 12.7
 BX0791'FEET NORTH-NORTHEAST OF THE FENCE CORNER AND 1.6 FEET NORTHWEST
 BX0791'OF A FENCE.  IT IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE STATION.
 BX0791'
 BX0791'REFERENCE MARK 3, STAMPED---BM VICTOR USE 1941 NO 3 1969---, IS
 BX0791'A STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX0791'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 BX0791'42.3 FEET EAST OF A 14-INCH PECAN TREE, 1.2 FEET NORTH OF A
 BX0791'METAL WITNESS POST AND 0.6 FOOT WEST OF A FENCE.  IT IS ABOUT
 BX0791'1-1/2 FEET ABOVE THE LEVEL OF THE STATION.  THE UNDERGROUND
 BX0791'MARK WAS NOT INSPECTED AT THIS TIME.
 BX0791'
 BX0791'REFERENCE MARK 4, STAMPED---BM VICTOR USE 1941 NO 4 1977---, ARE
 BX0791'STANDARD DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 BX0791'A 12-INCH CYLINDRICAL
 BX0791'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 104.4
 BX0791'FEET SOUTH-SOUTHWEST OF A FENCE, 86.0 FEET NORTHWEST OF A FENCE,
 BX0791'AND 70.9 FEET EAST-SOUTHEAST OF A 24-INCH PECAN TREE.  IT IS
 BX0791'ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE STATION.
 BX0791'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX0791'CONCRETE 42 INCHES BELOW THE GROUND.
 BX0791'
 BX0791'AZIMUTH MARK, STAMPED---BM VICTOR USE 1941 NO 2 1969---, IS A
 BX0791'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINCRICAL CONCRETE
 BX0791'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 88.0 FEET SOUTH-
 BX0791'SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 20 FEET WEST OF THE
 BX0791'CENTER OF A TRACK ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST
 BX0791'AND 0.3 FOOT EAST OF A FENCE.
 BX0791'
 BX0791'HEIGHT OF LIGHT ABOVE THE STATION WAS 01.3 METER.
 BX0791'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 BX0791
 BX0791                          STATION RECOVERY (1977)
 BX0791
 BX0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0791'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0791'AT MARKSVILLE, THENCE 2.0 MILE SOUTHERLY ALONG STATE HIGHWAY 1,
 BX0791'THENCE 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 107, 119 FEET
 BX0791'SOUTH-SOUTHWEST OF A FENCE CORNER AND 21 FEET SOUTH-SOUTHEAST OF A
 BX0791'42-INCH OAK TREE, IN SECTION 40, T1N, R4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0790 ***********************************************************************
 BX0790  DESIGNATION -  VICTOR RM 1
 BX0790  PID         -  BX0790
 BX0790  STATE/COUNTY-  LA/AVOYELLES
 BX0790  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0790
 BX0790                         *CURRENT SURVEY CONTROL
 BX0790  ___________________________________________________________________
 BX0790* NAD 83(1986)-  31 05 43.     (N)    092 03 24.     (W)     SCALED    
 BX0790* NAVD 88     -        23.910  (meters)      78.44   (feet)  ADJUSTED  
 BX0790  ___________________________________________________________________
 BX0790  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BX0790  DYNAMIC HT  -          23.880 (meters)      78.35  (feet)  COMP
 BX0790  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 BX0790
 BX0790  VERT ORDER  -  FIRST     CLASS I
 BX0790
 BX0790.The horizontal coordinates were scaled from a topographic map and have
 BX0790.an estimated accuracy of +/- 6 seconds.
 BX0790
 BX0790.The orthometric height was determined by differential leveling
 BX0790.and adjusted by the National Geodetic Survey in February 1994..
 BX0790
 BX0790.The geoid height was determined by GEOID03.
 BX0790
 BX0790.The dynamic height is computed by dividing the NAVD 88
 BX0790.geopotential number by the normal gravity value computed on the
 BX0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0790.degrees latitude (g = 980.6199 gals.).
 BX0790
 BX0790.The modeled gravity was interpolated from observed gravity values.
 BX0790
 BX0790;                    North         East    Units  Estimated Accuracy
 BX0790;SPC LA N     -    66,090.    1,042,300.      MT  (+/- 180 meters Scaled)
 BX0790
 BX0790                          SUPERSEDED SURVEY CONTROL
 BX0790
 BX0790  NAVD 88 (06/15/91)   23.926  (m)           78.50   (f) UNKNOWN     1 1
 BX0790  NGVD 29 (??/??/??)   23.886  (m)           78.37   (f) ADJUSTED    1 1
 BX0790
 BX0790.Superseded values are not recommended for survey control.
 BX0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0790.See file dsdata.txt to determine how the superseded data were derived.
 BX0790
 BX0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ899405(NAD 83)
 BX0790_MARKER: DR = REFERENCE MARK DISK
 BX0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0790_STAMPING: BM VICTOR NO 1 1941
 BX0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0790+STABILITY: SURFACE MOTION
 BX0790
 BX0790  HISTORY     - Date     Condition        Report By
 BX0790  HISTORY     - 1941     MONUMENTED       CGS
 BX0790  HISTORY     - 1966     GOOD             CGS
 BX0790  HISTORY     - 1977     GOOD             NGS
 BX0790  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BX0790
 BX0790                          STATION DESCRIPTION
 BX0790
 BX0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0790'2.35 MI SE FROM MARKSVILLE.
 BX0790'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0790'AT MARKSVILLE, THENCE 1.8 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0790'RAILROAD AND STATE HIGHWAY 1 TO THE CAUBARREAUX STORE AND SERVICE
 BX0790'STATION AND A CURVE IN THE HIGHWAY, THENCE 0.2 MILE SOUTHEAST ALONG
 BX0790'STATE HIGHWAY 1, IN SECTION 40, T 1 N, R 4 E, 34 1/2 FEET SOUTH OF THE
 BX0790'SOUTH CORNER OF THE VICTOR A. BORDELON RESIDENCE, 133.2 FEET NORTHEAST
 BX0790'OF BENCH MARK BM VICTOR 1941 (USE), 40 FEET NORTHEAST OF A 12-INCH
 BX0790'PECAN TREE, 1 1/2 FEET SOUTHEAST OF A PICKET FENCE AROUND THE HOUSE,
 BX0790'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BX0790
 BX0790                          STATION RECOVERY (1977)
 BX0790
 BX0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0790'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0790'AT MARKSVILLE, THENCE 2.0 MILE SOUTHERLY ALONG STATE HIGHWAY 1,
 BX0790'THENCE 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 107, 33 FEET
 BX0790'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A HOUSE, 12.7 FEET
 BX0790'NORTH-NORTHEAST OF A FENCE CORNER, 1.6 FEET NORTHWEST OF A FENCE, IN
 BX0790'SECTION 40, T1N, R4E.
 BX0790
 BX0790                          STATION RECOVERY (2004)
 BX0790
 BX0790'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BX0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0792 ***********************************************************************
 BX0792  DESIGNATION -  VICTOR RM 3
 BX0792  PID         -  BX0792
 BX0792  STATE/COUNTY-  LA/AVOYELLES
 BX0792  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX0792
 BX0792                         *CURRENT SURVEY CONTROL
 BX0792  ___________________________________________________________________
 BX0792* NAD 83(1992)-  31 05 42.21037(N)    092 03 25.39476(W)     ADJUSTED  
 BX0792* NAVD 88     -        24.33   (+/-2cm)      79.8    (feet)  VERTCON   
 BX0792  ___________________________________________________________________
 BX0792  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BX0792  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BX0792
 BX0792  HORZ ORDER  -  FIRST
 BX0792  VERT ORDER  -  THIRD (See Below)
 BX0792
 BX0792.The horizontal coordinates were established by classical geodetic methods
 BX0792.and adjusted by the National Geodetic Survey in January 1993..
 BX0792
 BX0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0792.The vertical order pertains to the NGVD 29 superseded value.
 BX0792
 BX0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX0792
 BX0792.The geoid height was determined by GEOID03.
 BX0792
 BX0792;                    North         East     Units Scale Factor Converg.
 BX0792;SPC LA N     -    66,065.279 1,042,261.801   MT  1.00001701   +0 14 03.1
 BX0792;SPC LA N     -   216,749.17  3,419,487.26   sFT  1.00001701   +0 14 03.1
 BX0792;UTM  15      - 3,440,519.089   589,931.819   MT  0.99969976   +0 29 13.3
 BX0792
 BX0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX0792!SPC LA N     -   1.00000042  x   1.00001701  =   1.00001743
 BX0792!UTM  15      -   1.00000042  x   0.99969976  =   0.99970018
 BX0792
 BX0792|---------------------------------------------------------------------|
 BX0792| PID    Reference Object                     Distance      Geod. Az  |
 BX0792|                                                           dddmmss.s |
 BX0792| BX2582 VICTOR RM 4                          49.161 METERS 01854     |
 BX0792| BX0787 VICTOR AZ MK 2                                     2060956.3 |
 BX0792| BX2585 HESSMER MUN TANK                    APPROX. 7.7 KM 2330420.0 |
 BX0792| BX0791 VICTOR RESET                         52.879 METERS 29506     |
 BX0792| BX0790 VICTOR RM 1                          65.236 METERS 33332     |
 BX0792|---------------------------------------------------------------------|
 BX0792
 BX0792                          SUPERSEDED SURVEY CONTROL
 BX0792
 BX0792  NAD 83(1986)-  31 05 42.22979(N)    092 03 25.39011(W) AD(       ) 1
 BX0792  NAD 27      -  31 05 41.55520(N)    092 03 24.94582(W) AD(       ) 1
 BX0792  NGVD 29 (??/??/??)   24.31   (m)           79.8    (f) RESET       3  
 BX0792
 BX0792.Superseded values are not recommended for survey control.
 BX0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0792.See file dsdata.txt to determine how the superseded data were derived.
 BX0792
 BX0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8993240519(NAD 83)
 BX0792_MARKER: DR = REFERENCE MARK DISK
 BX0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0792_STAMPING: BM VICTOR USE NO 3 1941 1969
 BX0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0792+STABILITY: SURFACE MOTION
 BX0792
 BX0792  HISTORY     - Date     Condition        Report By
 BX0792  HISTORY     - 1969     MONUMENTED       USE
 BX0792  HISTORY     - 1969     GOOD             CGS
 BX0792  HISTORY     - 1977     GOOD             NGS
 BX0792
 BX0792                          STATION DESCRIPTION
 BX0792
 BX0792'DESCRIBED BY US ENGINEERS 1969 (GRK)
 BX0792'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF MARKSVILLE,
 BX0792'3 MILES NORTH OF MANSURA AND ON PROPERTY OWNED BY MR. MICHAEL
 BX0792'C. LEMOINE.
 BX0792'
 BX0792'TO REACH THE STATION FROM THE SOUTH WEST CORNER OF THE
 BX0792'COURTHOUSE SQUARE IN MARKSVILLE, GO EAST ON STATE HIGHWAY 1 FOR
 BX0792'0.15 MILE TO THE POST OFFICE ON THE RIGHT.  CONTINUE EAST
 BX0792'FOR 0.15 MILE TO THE JUNCTION WITH STATE HIGHWAY 107 AND
 BX0792'STATE HIGHWAY 1.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 1
 BX0792'FOR 0.6 MILE TO JUNCTION WITH STATE HIGHWAY 1189.  CONTINUE
 BX0792'AHEAD SOUTH ON STATE HIGHWAY 1 FOR 1.6 MILE TO
 BX0792'STATION ON THE RIGHT.
 BX0792'
 BX0792'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON STATE
 BX0792'HIGHWAY 1 FOR 0.1 MILE TO A FARM DRIVEWAY ON THE RIGHT.  TURN
 BX0792'RIGHT AND GO SOUTH ON A TRACK ROAD FOR 0.1 MILE TO A GATE.
 BX0792'CONTINUE SOUTH ON TRACK ROAD THROUGH THREE GATES FOR 0.2 MILE TO
 BX0792'RAILROAD TRACK.  CROSS RAILROAD TRACK AND TURN LEFT FOR 0.05
 BX0792'MILE TO AZIMUTH MARK ON THE RIGHT IN FENCE LINE.
 BX0792'
 BX0792'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED B.M. VICTOR
 BX0792'U.S.E. NO 3 1941 1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BX0792'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 1 FOOT NORTHWEST OF A
 BX0792'FENCE LINE.  1 FOOT NORTH OF A METAL WITNESS POST WITH A SIGN
 BX0792'ATTACHED, 44 FEET SOUTHEAST OF A 10 INCH PECAN TREE AND 13 FEET
 BX0792'NORTHEAST OF A FENCE CORNER.  THE UNDER GROUND MARK IS A
 BX0792'STANDARD REFERENCE MARK DISK, STAMPED THE SAME AS THE SURFACE
 BX0792'MARK.  THE NEW RM 3 WAS BUILT OVER AT THIS TIME BECAUSE THE
 BX0792'STATION COULD NOT BE BUILT OVER.
 BX0792'
 BX0792'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BX0792'BM VICTOR NO 1 1941, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 BX0792'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 33 FEET SOUTHEAST OF
 BX0792'THE SOUTHEAST CORNER OF A FRAME HOUSE AND 40.5 FEET NORTHEAST OF
 BX0792'A 20 INCH PECAN TREE.
 BX0792'
 BX0792'BM VICTOR USE 1941 WAS USED FOR A RM AT THIS TIME.  IT IS
 BX0792'STAMPED, BM VICTOR USE 1941 1969, SET IN A 14 INCH ROUND CONCRETE
 BX0792'MONUMENT THAT IS 24 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 BX0792'IS 22 FEET SOUTHEAST OF A 42 INCH PECAN TREE AND 102 FEET
 BX0792'SOUTHWEST OF A 30 INCH OAK TREE.
 BX0792'
 BX0792'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BM VICTOR NO 2
 BX0792'1941 1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BX0792'THAT IS FLUSH WITH THE GROUND.  IT IS IN A FENCE LINE, 2.7 FEET
 BX0792'SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED, 56.8
 BX0792'FEET SOUTHWEST OF A RAILROAD TRACK AND 38 FEET NORTH NORTHWEST
 BX0792'OF A FENCE CORNER.
 BX0792'
 BX0792'A TRAVERSE CONNECTION WAS MADE TO STATION, BM VICTOR (USE) 1941.
 BX0792'
 BX0792'HEIGHT OF LIGHT ABOVE STATION MARK 38.37 METERS.
 BX0792
 BX0792                          STATION RECOVERY (1969)
 BX0792
 BX0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX0792'2.35 MI SE FROM MARKSVILLE.
 BX0792'ABOUT 0.35 MILE SOUTHWEST ALONG WASHINGTON STREET FROM THE COURTHOUSE
 BX0792'AT MARKSVILLE, THENCE 1.8 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC
 BX0792'RAILROAD TO THE CAUBARREAUX STORE AND SERVICE STATION AND A CURVE IN
 BX0792'STATE HIGHWAY 1, THENCE 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 1,
 BX0792'ABOUT 107 YARDS SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 214.02
 BX0792'FEET SOUTHEAST OF RM 1, 178.48 FEET WEST-NORTHWEST OF THE STATION, 44
 BX0792'FEET SOUTHEAST OF A 10 INCH PECAN TREE, 13 FEET NORTHEAST OF A FENCE
 BX0792'CORNER, 1 FOOT NORTHWEST OF A FENCE LINE, 1 FOOT NORTH OF A METAL
 BX0792'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BX0792'INCHES.  NOTE --THIS MARK WAS USED AS A STATION MARK IN 1969. SECTION
 BX0792'40, T 1 N, R 4 E.
 BX0792
 BX0792                          STATION RECOVERY (1977)
 BX0792
 BX0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BX0792'THE STATION MARK, BENCH MARK VICTOR USE 1941, REFERENCE
 BX0792'MARK 1, AND THE AZIMUTH MARK
 BX0792'WERE RECOVERED IN GOOD CONDITION.  THE TRAVERSE TO BENCH
 BX0792'MARK VICTOR USE WAS NOTED TO BE 0.005 METER LONGER THAN 1969
 BX0792'OBSERVATIONS.  THE MEASUREMENT TO REFERENCE MARK 1 CHECKED
 BX0792'FAVORABLY.  A DIFFERENCE OF 45 SECONDS LESS BETWEEN BENCH
 BX0792'MARK VICTOR USE AND REFERENCE MARK 1 WAS NOTED AND VERIFIED
 BX0792'AT THIS TIME. DUE TO THE STATION BEING IN A FENCE LINE,
 BX0792'PERMISSION COULD NOT BE OBTAINED FROM THE ADJOINING
 BX0792'PROPERTY OWNER TO ERECT A TOWER, ALSO, A VERY LARGE OAK
 BX0792'TREE PREVENTED ERECTING A TOWER OVER BENCH MARK VICTOR USE.
 BX0792'REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED AT THIS
 BX0792'TIME.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 BX0792'DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 BX0792'
 BX0792'THE STATION IS ABOUT 3 MILES NORTH OF MANSURA, 2-1/2 MILES
 BX0792'SOUTHEAST OF MARKSVILLE AND ON THE PROPERTY OF MR. MICHAEL
 BX0792'LEMOINE, WHO LIVES AT MANSURA, LOUISIANA, 71350, TELEPHONE
 BX0792'NUMBER 318-964-2192.
 BX0792'
 BX0792'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 107,
 BX0792'AND 115, AT THE WEST EDGE OF MARKSVILLE, GO SOUTHERLY ON
 BX0792'HIGHWAYS 1 AND 107 FOR 2.0 MILES TO THE JUNCTION OF HIGHWAYS 1
 BX0792'AND 107.  TURN LEFT ON HIGHWAY 107 AND GO SOUTHEASTERLY FOR
 BX0792'0.25 MILE TO A DRIVEWAY RIGHT INTO AN OPEN FIELD.  TURN RIGHT
 BX0792'AND GO SOUTHERLY FOR 0.1 MILE TO A LARGE OAK TREE WITH BENCH
 BX0792'MARK VICTOR USE UNDER THE EASTERN EDGE OF THE TREE AND THE
 BX0792'STATION IN THE FENCE LINE.
 BX0792'
 BX0792'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY TO
 BX0792'HIGHWAY 107.  TURN LEFT AND GO NORTHWESTERLY ON HIGHWAY 107 FOR
 BX0792'0.25 MILE TO THE JUNCTION OF HIGHWAYS 1 AND 107.  TURN LEFT AND
 BX0792'GO SOUTHERLY ON HIGHWAY 1 FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 BX0792'TURN RIGHT CROSSING A RAILROAD TRACK AND BEAR LEFT FOR 0.05
 BX0792'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BX0792'
 BX0792'STATION MARK, STAMPED---BM VICTOR USE 1941 NO 3 1969---, IS
 BX0792'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 BX0792'CYLINDRICAL
 BX0792'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 BX0792'42.3 FEET EAST OF A 14-INCH PECAN TREE, 1.2 FEET NORTH OF A
 BX0792'METAL WITNESS POST AND 0.6 FOOT WEST OF A FENCE.THE
 BX0792'UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 BX0792'
 BX0792'BENCH MARK VICTOR USE, STAMPED---BM VICTOR USE 1941 1969---,
 BX0792'IS A STANDARD TRIANGULATION STATION
 BX0792'DISK SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE
 BX0792'MONUMENT THAT IS 14 INCHES BELOW THE GROUND.  IT IS 119.0 FEET
 BX0792'SOUTH-SOUTHWEST OF A FENCE CORNER AND 21 FEET SOUTH-SOUTHEAST
 BX0792'OF A 42-INCH OAK TREE.  IT IS ABOUT 1.5 FEET LOWER THAN
 BX0792'THE STATION LEVEL.  THE UNDERGROUND DISK WAS NOT INSPECTED
 BX0792'AT THIS TIME.
 BX0792'
 BX0792'REFERENCE MARK 1, STAMPED---BM VICTOR NO 1 1941---, IS A
 BX0792'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BX0792'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 33.0
 BX0792'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 12.7
 BX0792'FEET NORTH-NORTHEAST OF THE FENCE CORNER AND 1.6 FEET NORTHWEST
 BX0792'OF A FENCE.
 BX0792'
 BX0792'REFERENCE MARK 4, STAMPED---BM VICTOR USE 1941 NO 4 1977---, ARE
 BX0792'STANDARD DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 BX0792'A 12-INCH CYLINDRICAL
 BX0792'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 104.4
 BX0792'FEET SOUTH-SOUTHWEST OF A FENCE, 86.0 FEET NORTHWEST OF A FENCE,
 BX0792'AND 70.9 FEET EAST-SOUTHEAST OF A 24-INCH PECAN TREE.  IT IS
 BX0792'ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE STATION.
 BX0792'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX0792'CONCRETE 42 INCHES BELOW THE GROUND.
 BX0792'
 BX0792'AZIMUTH MARK, STAMPED---BM VICTOR USE 1941 NO 2 1969---, IS A
 BX0792'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINCRICAL CONCRETE
 BX0792'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 88.0 FEET SOUTH-
 BX0792'SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 20 FEET WEST OF THE
 BX0792'CENTER OF A TRACK ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST
 BX0792'AND 0.3 FOOT EAST OF A FENCE.
 BX0792'
 BX0792'HEIGHT OF LIGHT ABOVE THE STATION WAS 01.3 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2582 ***********************************************************************
 BX2582  DESIGNATION -  VICTOR RM 4
 BX2582  PID         -  BX2582
 BX2582  STATE/COUNTY-  LA/AVOYELLES
 BX2582  USGS QUAD   -  MARKSVILLE SOUTH (1993)
 BX2582
 BX2582                         *CURRENT SURVEY CONTROL
 BX2582  ___________________________________________________________________
 BX2582* NAD 83(1992)-  31 05 43.72061(N)    092 03 24.79404(W)     ADJUSTED  
 BX2582* NAVD 88     -        23.56   (+/-2cm)      77.3    (feet)  VERTCON   
 BX2582  ___________________________________________________________________
 BX2582  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BX2582  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BX2582
 BX2582  HORZ ORDER  -  FIRST
 BX2582  VERT ORDER  -  THIRD ? (See Below)
 BX2582
 BX2582.The horizontal coordinates were established by classical geodetic methods
 BX2582.and adjusted by the National Geodetic Survey in January 1993..
 BX2582
 BX2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2582.The vertical order pertains to the NGVD 29 superseded value.
 BX2582
 BX2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2582
 BX2582.The geoid height was determined by GEOID03.
 BX2582
 BX2582;                    North         East     Units Scale Factor Converg.
 BX2582;SPC LA N     -    66,111.856 1,042,277.532   MT  1.00001690   +0 14 03.4
 BX2582;SPC LA N     -   216,901.98  3,419,538.87   sFT  1.00001690   +0 14 03.4
 BX2582;UTM  15      - 3,440,565.720   589,947.339   MT  0.99969979   +0 29 13.6
 BX2582
 BX2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2582!SPC LA N     -   1.00000054  x   1.00001690  =   1.00001744
 BX2582!UTM  15      -   1.00000054  x   0.99969979  =   0.99970033
 BX2582
 BX2582:                Primary Azimuth Mark                     Grid Az
 BX2582:SPC LA N     -  VICTOR AZ MK 2                           205 02 54.9
 BX2582:UTM  15      -  VICTOR AZ MK 2                           204 47 44.7
 BX2582
 BX2582|---------------------------------------------------------------------|
 BX2582| PID    Reference Object                     Distance      Geod. Az  |
 BX2582|                                                           dddmmss.s |
 BX2582| BX0787 VICTOR AZ MK 2                                     2051658.3 |
 BX2582| BX0790 VICTOR RM 1                          46.537 METERS 28448     |
 BX2582|---------------------------------------------------------------------|
 BX2582
 BX2582                          SUPERSEDED SURVEY CONTROL
 BX2582
 BX2582  NAD 83(1986)-  31 05 43.74006(N)    092 03 24.78930(W) AD(       ) 1
 BX2582  NAD 27      -  31 05 43.06546(N)    092 03 24.34512(W) AD(       ) 1
 BX2582  NGVD 29 (07/19/86)   23.54   (m)           77.2    (f) LEVELING    3  
 BX2582
 BX2582.Superseded values are not recommended for survey control.
 BX2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2582.See file dsdata.txt to determine how the superseded data were derived.
 BX2582
 BX2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8994740566(NAD 83)
 BX2582_MARKER: DD = SURVEY DISK
 BX2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2582
 BX2582  HISTORY     - Date     Condition        Report By
 BX2582  HISTORY     - 1977     MONUMENTED       NGS
 BX2582
 BX2582                          STATION DESCRIPTION
 BX2582
 BX2582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BX2582'THE STATION IS ABOUT 3 MILES NORTH OF MANSURA, 2-1/2 MILES
 BX2582'SOUTHEAST OF MARKSVILLE AND ON THE PROPERTY OF MR. MICHAEL
 BX2582'LEMOINE, WHO LIVES AT MANSURA, LOUISIANA, 71350, TELEPHONE
 BX2582'NUMBER 318-964-2192.
 BX2582'
 BX2582'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 107,
 BX2582'AND 115, AT THE WEST EDGE OF MARKSVILLE, GO SOUTHERLY ON
 BX2582'HIGHWAYS 1 AND 107 FOR 2.0 MILES TO THE JUNCTION OF HIGHWAYS 1
 BX2582'AND 107.  TURN LEFT ON HIGHWAY 107 AND GO SOUTHEASTERLY FOR
 BX2582'0.25 MILE TO A DRIVEWAY RIGHT INTO AN OPEN FIELD.  TURN RIGHT
 BX2582'AND GO SOUTHERLY FOR ABOUT 115 FEET TO THE STATION ON THE
 BX2582'LEFT.
 BX2582'
 BX2582'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY TO
 BX2582'HIGHWAY 107.  TURN LEFT AND GO NORTHWESTERLY ON HIGHWAY 107 FOR
 BX2582'0.25 MILE TO THE JUNCTION OF HIGHWAYS 1 AND 107.  TURN LEFT AND
 BX2582'GO SOUTHERLY ON HIGHWAY 1 FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 BX2582'TURN RIGHT CROSSING A RAILROAD TRACK AND BEAR LEFT FOR 0.05
 BX2582'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BX2582'
 BX2582'STATION MARK, STAMPED---BM VICTOR USE 1941 NO 4 1977---, ARE
 BX2582'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS
 BX2582'SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX2582'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 104.4
 BX2582'FEET SOUTH-SOUTHWEST OF A FENCE, 86.0 FEET NORTHWEST OF A FENCE,
 BX2582'AND 70.9 FEET EAST-SOUTHEAST OF A 24-INCH PECAN TREE.
 BX2582'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2582'CONCRETE 42 INCHES BELOW THE GROUND.
 BX2582'
 BX2582'BENCH MARK VICTOR USE, STAMPED---BM VICTOR USE 1941 1969---,
 BX2582'IS A STANDARD TRIANGULATION STATION
 BX2582'DISK SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE
 BX2582'MONUMENT THAT IS 14 INCHES BELOW THE GROUND.  IT IS 119.0 FEET
 BX2582'SOUTH-SOUTHWEST OF A FENCE CORNER AND 21 FEET SOUTH-SOUTHEAST
 BX2582'OF A 42-INCH OAK TREE.  THE UNDERGROUND DISK WAS NOT INSPECTED
 BX2582'AT THIS TIME.  IT IS ABOUT 1 FOOT HIGHER THAN THE LEVEL
 BX2582'OF THE STATION.
 BX2582'
 BX2582'REFERENCE MARK 1, STAMPED---BM VICTOR NO 1 1941---, IS A
 BX2582'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BX2582'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 33.0
 BX2582'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 12.7
 BX2582'FEET NORTH-NORTHEAST OF THE FENCE CORNER AND 1.6 FEET NORTHWEST
 BX2582'OF A FENCE.
 BX2582'
 BX2582'REFERENCE MARK 3, STAMPED---BM VICTOR USE 1941 NO 3 1969---, IS
 BX2582'A STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX2582'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 BX2582'42.3 FEET EAST OF A 14-INCH PECAN TREE, 1.2 FEET NORTH OF A
 BX2582'METAL WITNESS POST AND 0.6 FOOT WEST OF A FENCE.  IT IS ABOUT
 BX2582'1/2 FOOT ABOVE THE LEVEL OF THE STATION.  THE UNDERGROUND
 BX2582'MARK WAS NOT INSPECTED AT THIS TIME.
 BX2582'
 BX2582'AZIMUTH MARK, STAMPED---BM VICTOR USE 1941 NO 2 1969---, IS A
 BX2582'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINCRICAL CONCRETE
 BX2582'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 88.0 FEET SOUTH-
 BX2582'SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 20 FEET WEST OF THE
 BX2582'CENTER OF A TRACK ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST
 BX2582'AND 0.3 FOOT EAST OF A FENCE.
 BX2582'
 BX2582'HEIGHT OF LIGHT ABOVE THE STATION WAS 38.4 METERS.
 BX2582'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3337 ***********************************************************************
 BK3337  DESIGNATION -  VICTORIA
 BK3337  PID         -  BK3337
 BK3337  STATE/COUNTY-  LA/CALCASIEU
 BK3337  USGS QUAD   -  MOSS BLUFF (1994)
 BK3337
 BK3337                         *CURRENT SURVEY CONTROL
 BK3337  ___________________________________________________________________
 BK3337* NAD 83(1992)-  30 19 59.91148(N)    093 12 00.66725(W)     ADJUSTED  
 BK3337* NAVD 88     -         7.8  **(meters)      26.   **(feet)  GPS OBS   
 BK3337  **This station is located in a subsidence area (see below).
 BK3337  ___________________________________________________________________
 BK3337  X           -    -307,575.990 (meters)                     COMP
 BK3337  Y           -  -5,501,080.331 (meters)                     COMP
 BK3337  Z           -   3,202,308.695 (meters)                     COMP
 BK3337  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK3337  ELLIP HEIGHT-         -19.64  (meters)          (02/20/02) GPS OBS
 BK3337  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK3337
 BK3337  HORZ ORDER  -  FIRST
 BK3337  ELLP ORDER  -  FOURTH    CLASS I
 BK3337
 BK3337.The horizontal coordinates were established by GPS observations
 BK3337.and adjusted by the National Geodetic Survey in January 1995..
 BK3337
 BK3337 ** The orthometric height has not been validated since last determined
 BK3337 ** by differential leveling and should not be used for control purposes.
 BK3337 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3337 ** area with valid NAVD 88 orthometric heights.
 BK3337 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3337 ** epoch indicated which incorporates improved geoid heights for the
 BK3337 ** Southern Louisiana Subsidence area.
 BK3337 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3337.The orthometric height was determined by GPS observations and a
 BK3337.high-resolution geoid model.
 BK3337
 BK3337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3337
 BK3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3337
 BK3337.The ellipsoidal height was determined by GPS observations
 BK3337.and is referenced to NAD 83.
 BK3337
 BK3337.The geoid height was determined by GEOID03.
 BK3337
 BK3337;                    North         East     Units Scale Factor Converg.
 BK3337;SPC LA S     -   204,675.140   820,497.633   MT  0.99994251   -0 56 00.4
 BK3337;SPC LA S     -   671,505.02  2,691,915.98   sFT  0.99994251   -0 56 00.4
 BK3337;UTM  15      - 3,355,736.577   480,757.414   MT  0.99960457   -0 06 04.0
 BK3337
 BK3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3337!SPC LA S     -   1.00000308  x   0.99994251  =   0.99994559
 BK3337!UTM  15      -   1.00000308  x   0.99960457  =   0.99960765
 BK3337
 BK3337                          SUPERSEDED SURVEY CONTROL
 BK3337
 BK3337  ELLIP H (01/13/95)  -19.57   (m)                       GP(       ) 3 2
 BK3337  NAD 83(1992)-  30 19 59.91400(N)    093 12 00.66809(W) AD(       ) 1
 BK3337  ELLIP H (01/21/93)  -19.64   (m)                       GP(       ) 4 2
 BK3337  NAD 83(1986)-  30 19 59.93492(N)    093 12 00.66084(W) AD(       ) 1
 BK3337  NGVD 29 (05/20/88)    7.5    (m)           25.     (f) GPS OBS        
 BK3337
 BK3337.Superseded values are not recommended for survey control.
 BK3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3337.See file dsdata.txt to determine how the superseded data were derived.
 BK3337
 BK3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8075755737(NAD 83)
 BK3337_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3337_STAMPING: VICTORIA 1987
 BK3337_MARK LOGO: NGS   
 BK3337_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3337+SATELLITE: SATELLITE OBSERVATIONS - January 02, 1991
 BK3337
 BK3337  HISTORY     - Date     Condition        Report By
 BK3337  HISTORY     - 1987     MONUMENTED       LADTD
 BK3337  HISTORY     - 19910102 GOOD             VFM
 BK3337
 BK3337                          STATION DESCRIPTION
 BK3337
 BK3337'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3337'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 BK3337'NORTH OF MOSS BLUFF,
 BK3337'4.3 KM (2.7 MI) SOUTH OF GILLIS, ON THE RIGHT-OF-WAY OF U.S.
 BK3337'HIGHWAY 171, AT THE JUNCTION WITH VICTORIA DRIVE.
 BK3337'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK3337'
 BK3337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 171 AND
 BK3337'STATE HIGHWAY 378 AT MOSS BLUFF, GO NORTH FOR
 BK3337'3.08 KM (1.9 MI) ON HIGHWAY 171 TO SHARON LANE ON THE LEFT AND THE
 BK3337'AZIMUTH MARK ON THE LEFT.
 BK3337'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.7 KM (0.45 MI) ON
 BK3337'HIGHWAY 171 TO VICTORIA DRIVE ON THE LEFT AND THE STATION ON THE
 BK3337'RIGHT.
 BK3337'
 BK3337'THE STATION IS A STANDARD NGS DISK
 BK3337'STAMPED---VICTORIA 1987---,
 BK3337'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3337'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3337'10.6 METERS (34.5 FT) EAST FROM THE CENTER OF THE HIGHWAY AND ON
 BK3337'EXTENDED CENTER OF VICTORIA DRIVE,
 BK3337'3.6 METERS (12 FT) SOUTH FROM A UTILITY POLE AND
 BK3337'0.9 METERS (3 FT) WEST FROM A FIBERGLASS WITNESS POST.
 BK3337'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BK3337'STAMPED---VICTORIA 1987---,
 BK3337'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3337'
 BK3337'AZIMUTH MARK NO. 1 IS A STANDARD LADH DISK
 BK3337'STAMPED---10V120 1984---,
 BK3337'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3337'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3337'18 METERS (59 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BK3337'8.6 METERS (28 FT) NORTH FROM THE CENTER OF SHARON LANE,
 BK3337'0.6 METERS (2 FT) EAST FROM A METAL WITNESS POST,
 BK3337'1.4 METERS (4.5 FT) NORTH FROM A UTILITY POLE NO. 35 AND
 BK3337'6.3 METERS (20.5 FT) EAST-SOUTHEAST FROM A UTILITY POLE NO. P1.
 BK3337'TO REACH THE AZIMUTH FROM THE STATION,
 BK3337'GO SOUTH FOR 0.7 KM (0.45 MI) ON HIGHWAY 171 TO SHARON LANE ON THE
 BK3337'RIGHT AND THE STATION ON THE RIGHT JUST NORTH OF SHARON LANE.
 BK3337
 BK3337                          STATION RECOVERY (1991)
 BK3337
 BK3337'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1991 (CEL)
 BK3337'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1699 ***********************************************************************
 BX1699  DESIGNATION -  VICTORIA RM
 BX1699  PID         -  BX1699
 BX1699  STATE/COUNTY-  LA/NATCHITOCHES
 BX1699  USGS QUAD   -  PROVENCAL (1992)
 BX1699
 BX1699                         *CURRENT SURVEY CONTROL
 BX1699  ___________________________________________________________________
 BX1699* NAD 83(1986)-  31 40 17.     (N)    093 14 31.     (W)     SCALED    
 BX1699* NAVD 88     -        63.06   (+/-2cm)     206.9    (feet)  VERTCON   
 BX1699  ___________________________________________________________________
 BX1699  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1699
 BX1699  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1699
 BX1699.The horizontal coordinates were scaled from a topographic map and have
 BX1699.an estimated accuracy of +/- 6 seconds.
 BX1699
 BX1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1699.The vertical order pertains to the NGVD 29 superseded value.
 BX1699
 BX1699.The geoid height was determined by GEOID03.
 BX1699
 BX1699;                    North         East    Units  Estimated Accuracy
 BX1699;SPC LA N     -   130,120.      929,650.      MT  (+/- 180 meters Scaled)
 BX1699
 BX1699                          SUPERSEDED SURVEY CONTROL
 BX1699
 BX1699  NGVD 29 (??/??/??)   63.111  (m)          207.06   (f) ADJUSTED    1 2
 BX1699
 BX1699.Superseded values are not recommended for survey control.
 BX1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1699.See file dsdata.txt to determine how the superseded data were derived.
 BX1699
 BX1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR770040(NAD 83)
 BX1699_MARKER: DR = REFERENCE MARK DISK
 BX1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1699_STAMPING: VICTORIA 1919
 BX1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1699+STABILITY: SURFACE MOTION
 BX1699
 BX1699  HISTORY     - Date     Condition        Report By
 BX1699  HISTORY     - 1919     MONUMENTED       CGS
 BX1699  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1699
 BX1699                          STATION DESCRIPTION
 BX1699
 BX1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 BX1699'0.38 MI W FROM VICTORIA.
 BX1699'ABOUT 2.7 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX1699'STATION AT PROVENCAL, NATCHITOCHES PARISH, ABOUT 3/8 MILE NORTHWEST OF
 BX1699'VICTORIA, ABOUT 7 POLES EAST OF MILEPOST 249, ABOUT 320 FEET WEST OF
 BX1699'TRESTLE 248.7, AND 85 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK.
 BX1699'A STANDARD REFERENCE-MARK DISK, STAMPED VICTORIA 1919 AND SET IN THE
 BX1699'TOP OF A CONCRETE POST.
 BX1699
 BX1699                          STATION RECOVERY (1995)
 BX1699
 BX1699'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5128 ***********************************************************************
 BJ5128  DESIGNATION -  VIDA
 BJ5128  PID         -  BJ5128
 BJ5128  STATE/COUNTY-  LA/IBERIA
 BJ5128  USGS QUAD   -  LOREAUVILLE (1973)
 BJ5128
 BJ5128                         *CURRENT SURVEY CONTROL
 BJ5128  ___________________________________________________________________
 BJ5128* NAD 83(1992)-  30 01 32.38633(N)    091 43 38.04892(W)     ADJUSTED  
 BJ5128* NAVD 88     -         6.40   (+/-2cm)      21.0  **(feet)  VERTCON   
 BJ5128  **This station is located in a subsidence area (see below).
 BJ5128  ___________________________________________________________________
 BJ5128  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BJ5128  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ5128
 BJ5128  HORZ ORDER  -  FIRST
 BJ5128  VERT ORDER  -  THIRD ? (See Below)
 BJ5128
 BJ5128.The horizontal coordinates were established by classical geodetic methods
 BJ5128.and adjusted by the National Geodetic Survey in January 1993..
 BJ5128
 BJ5128 ** The orthometric height has not been validated since last determined
 BJ5128 ** by differential leveling and should not be used for control purposes.
 BJ5128 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5128 ** area with valid NAVD 88 orthometric heights.
 BJ5128 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5128 ** epoch indicated which incorporates improved geoid heights for the
 BJ5128 ** Southern Louisiana Subsidence area.
 BJ5128 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5128.The vertical order pertains to the NGVD 29 superseded value.
 BJ5128
 BJ5128.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5128
 BJ5128.The geoid height was determined by GEOID03.
 BJ5128
 BJ5128;                    North         East     Units Scale Factor Converg.
 BJ5128;SPC LA S     -   169,176.301   962,006.490   MT  0.99992584   -0 11 49.0
 BJ5128;SPC LA S     -   555,039.25  3,156,182.96   sFT  0.99992584   -0 11 49.0
 BJ5128;UTM  15      - 3,322,311.183   622,728.641   MT  0.99978583   +0 38 13.0
 BJ5128
 BJ5128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5128!SPC LA S     -   1.00000322  x   0.99992584  =   0.99992906
 BJ5128!UTM  15      -   1.00000322  x   0.99978583  =   0.99978905
 BJ5128
 BJ5128|---------------------------------------------------------------------|
 BJ5128| PID    Reference Object                     Distance      Geod. Az  |
 BJ5128|                                                           dddmmss.s |
 BJ5128| CW1586 VIDA RM 1                            55.574 METERS 01048     |
 BJ5128| CW1587 VIDA RM 2                            51.548 METERS 15627     |
 BJ5128| BJ5129 LOREAUVILLE MUN TANK                APPROX. 3.6 KM 3402811.1 |
 BJ5128| CW1585 VIDA AZ MK                                         3431110.0 |
 BJ5128|---------------------------------------------------------------------|
 BJ5128
 BJ5128                          SUPERSEDED SURVEY CONTROL
 BJ5128
 BJ5128  NAD 83(1986)-  30 01 32.40721(N)    091 43 38.04327(W) AD(       ) 1
 BJ5128  NAD 27      -  30 01 31.68020(N)    091 43 37.63181(W) AD(       ) 1
 BJ5128  NGVD 29 (07/19/86)    6.42   (m)           21.1    (f) LEVELING    3  
 BJ5128
 BJ5128.Superseded values are not recommended for survey control.
 BJ5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5128.See file dsdata.txt to determine how the superseded data were derived.
 BJ5128
 BJ5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2272922311(NAD 83)
 BJ5128_MARKER: DS = TRIANGULATION STATION DISK
 BJ5128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5128
 BJ5128  HISTORY     - Date     Condition        Report By
 BJ5128  HISTORY     - 1969     MONUMENTED       CGS
 BJ5128
 BJ5128                          STATION DESCRIPTION
 BJ5128
 BJ5128'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5128'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF ST. MARTINVILLE, 5
 BJ5128'MILES EAST-NORTHEAST OF NEW IBERIA, 1-1/2 MILES SOUTH OF
 BJ5128'LOREAUVILLE, ON THE WEST SIDE OF STATE HIGHWAY 86 AND ON THE
 BJ5128'PROPERTY OF MR. FRANK LOUVIERE.
 BJ5128'
 BJ5128'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 344
 BJ5128'AT THE STOP LIGHT IN THE CENTER OF LOREAUVILLE, GO SOUTH ON STATE
 BJ5128'HIGHWAY 86 FOR 1.3 MILES TO A RAILROAD CROSSING, CONTINUE SOUTH ON
 BJ5128'STATE HIGHWAY 86 FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT AND THE
 BJ5128'AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 86 FOR
 BJ5128'0.2 MILE TO THE STATION ON THE RIGHT.
 BJ5128'
 BJ5128'STATION MARK IS A STANDARD DISK, STAMPED VIDA 1969, SET IN THE TOP
 BJ5128'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS 169
 BJ5128'FEET NORTH-NORTHWEST OF A POWER LINE POLE, 70 FEET WEST OF THE
 BJ5128'CENTER OF STATE HIGHWAY 86 AND 32 FEET EAST OF THE CENTER OF A FARM
 BJ5128'ROAD.
 BJ5128'
 BJ5128'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VIDA NO 1 1969, SET IN
 BJ5128'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS 47
 BJ5128'FEET EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 86, 44.5 FEET
 BJ5128'WEST-NORTHWEST OF THE CENTER OF A GATE AND 2 FEET WEST-SOUTHWEST
 BJ5128'OF A POWER LINE POLE NUMBER 156.
 BJ5128'
 BJ5128'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VIDA NO 2 1969, SET IN
 BJ5128'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 BJ5128'IT IS 57 FEET WEST OF THE CENTER OF STATE HIGHWAY 86, 47 FEET
 BJ5128'EAST-NORTHEAST OF THE CENTER OF A FARM ROAD AND 2.2
 BJ5128'EAST-NORTHEAST OF A POWER LINE POLE.
 BJ5128'
 BJ5128'AZIMUTH MARK IS A STANDARD DISK, STAMPED VIDA 1969, SET IN THE TOP
 BJ5128'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT
 BJ5128'IS 45 FEET EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 86, 36
 BJ5128'FEET NORTH OF THE CENTER OF A PAVED ROAD, 3.5 FEET EAST OF A FENCE
 BJ5128'CORNER AND 3.1 FEET SOUTHWEST OF A METAL WITNESS POST WITH A METAL
 BJ5128'SIGN ATTACHED.
 BJ5128'
 BJ5128'NO MEASUREMENT BETWEEN RMS DUE TO EXTREME DISTANCE ACROSS THE
 BJ5128'HIGHWAY.
 BJ5128'
 BJ5128'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2414 ***********************************************************************
 BW2414  DESIGNATION -  VIDALIA MUNICIPAL TANK
 BW2414  PID         -  BW2414
 BW2414  STATE/COUNTY-  LA/CONCORDIA
 BW2414  USGS QUAD   -  NATCHEZ (1976)
 BW2414
 BW2414                         *CURRENT SURVEY CONTROL
 BW2414  ___________________________________________________________________
 BW2414* NAD 83(1992)-  31 33 40.43998(N)    091 25 34.86163(W)     ADJUSTED  
 BW2414* NAVD 88     -                                                        
 BW2414  ___________________________________________________________________
 BW2414  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BW2414  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW2414
 BW2414  HORZ ORDER  -  THIRD
 BW2414
 BW2414.The horizontal coordinates were established by classical geodetic methods
 BW2414.and adjusted by the National Geodetic Survey in May 1994..
 BW2414
 BW2414
 BW2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2414
 BW2414.The geoid height was determined by GEOID03.
 BW2414
 BW2414;                    North         East     Units Scale Factor Converg.
 BW2414;SPC LA N     -   118,169.455 1,101,924.269   MT  0.99993398   +0 34 03.5
 BW2414;SPC LA N     -   387,694.29  3,615,229.87   sFT  0.99993398   +0 34 03.5
 BW2414;SPC MS W     -   229,018.080   596,230.891   MT  1.00008276   -0 34 19.7
 BW2414;SPC MS W     -   751,370.15  1,956,134.18   sFT  1.00008276   -0 34 19.7
 BW2414;UTM  15      - 3,492,877.077   649,351.636   MT  0.99987512   +0 49 25.7
 BW2414
 BW2414                          SUPERSEDED SURVEY CONTROL
 BW2414
 BW2414  NAD 83(1992)-  31 33 40.45415(N)    091 25 34.85805(W) AD(       ) 4
 BW2414  NAD 83(1986)-  31 33 40.45432(N)    091 25 34.85755(W) AD(       ) 4
 BW2414  NAD 27      -  31 33 39.85700(N)    091 25 34.43900(W) AD(       ) 3
 BW2414
 BW2414.Superseded values are not recommended for survey control.
 BW2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2414.See file dsdata.txt to determine how the superseded data were derived.
 BW2414
 BW2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4935292877(NAD 83)
 BW2414_MARKER: 53 = ELEVATED TANK
 BW2414
 BW2414  HISTORY     - Date     Condition        Report By
 BW2414  HISTORY     - 1929     FIRST OBSERVED   CGS
 BW2414
 BW2414                          STATION DESCRIPTION
 BW2414
 BW2414'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0068 ***********************************************************************
 BK0068  DESIGNATION -  VIDRINE
 BK0068  PID         -  BK0068
 BK0068  STATE/COUNTY-  LA/EVANGELINE
 BK0068  USGS QUAD   -  MAMOU (1983)
 BK0068
 BK0068                         *CURRENT SURVEY CONTROL
 BK0068  ___________________________________________________________________
 BK0068* NAD 83(1992)-  30 41 33.30038(N)    092 23 48.29210(W)     ADJUSTED  
 BK0068* NAVD 88     -        21.17   (+/-2cm)      69.5    (feet)  VERTCON   
 BK0068  ___________________________________________________________________
 BK0068  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK0068  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0068
 BK0068  HORZ ORDER  -  FIRST
 BK0068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0068
 BK0068.The horizontal coordinates were established by classical geodetic methods
 BK0068.and adjusted by the National Geodetic Survey in January 1993..
 BK0068
 BK0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0068.The vertical order pertains to the NGVD 29 superseded value.
 BK0068
 BK0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0068
 BK0068.The geoid height was determined by GEOID03.
 BK0068
 BK0068;                    North         East     Units Scale Factor Converg.
 BK0068;SPC LA S     -   243,513.951   898,116.666   MT  0.99999843   -0 31 54.2
 BK0068;SPC LA S     -   798,928.69  2,946,571.10   sFT  0.99999843   -0 31 54.2
 BK0068;UTM  15      - 3,395,688.517   557,774.544   MT  0.99964117   +0 18 28.5
 BK0068
 BK0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0068!SPC LA S     -   1.00000095  x   0.99999843  =   0.99999938
 BK0068!UTM  15      -   1.00000095  x   0.99964117  =   0.99964212
 BK0068
 BK0068:                Primary Azimuth Mark                     Grid Az
 BK0068:SPC LA S     -  VIDRINE 1934 AZ MK 1965                  086 39 00.8
 BK0068:UTM  15      -  VIDRINE 1934 AZ MK 1965                  085 48 38.1
 BK0068
 BK0068|---------------------------------------------------------------------|
 BK0068| PID    Reference Object                     Distance      Geod. Az  |
 BK0068|                                                           dddmmss.s |
 BK0068| BK2665 VIDRINE 1934 AZ MK 1965             APPROX. 0.5 KM 0860706.6 |
 BK0068| BK2643 VILLE PLATTE WATER TANK             APPROX.11.7 KM 0931315.4 |
 BK0068| BK0067 VIDRINE RM 1                        125.118 METERS 18817     |
 BK0068| BK2664 MAMOU MUNICIPAL TANK                APPROX. 6.8 KM 1961626.9 |
 BK0068| BK0066 VIDRINE RM 2                         71.302 METERS 27455     |
 BK0068| BK2666 VIDRINE RM 3                         17.287 METERS 27752     |
 BK0068| CW1588 VIDRINE AZ MK                                      3500345.1 |
 BK0068|---------------------------------------------------------------------|
 BK0068
 BK0068                          SUPERSEDED SURVEY CONTROL
 BK0068
 BK0068  NAD 83(1986)-  30 41 33.32058(N)    092 23 48.28610(W) AD(       ) 1
 BK0068  NAD 27      -  30 41 32.61100(N)    092 23 47.81600(W) AD(       ) 1
 BK0068  NGVD 29 (??/??/??)   21.138  (m)           69.35   (f) ADJUSTED    2 0
 BK0068
 BK0068.Superseded values are not recommended for survey control.
 BK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0068.See file dsdata.txt to determine how the superseded data were derived.
 BK0068
 BK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5777595689(NAD 83)
 BK0068_MARKER: DS = TRIANGULATION STATION DISK
 BK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0068_STAMPING: VIDRINE 1934
 BK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0068+STABILITY: SURFACE MOTION
 BK0068
 BK0068  HISTORY     - Date     Condition        Report By
 BK0068  HISTORY     - 1934     MONUMENTED       CGS
 BK0068  HISTORY     - 1937     GOOD             LAGS
 BK0068  HISTORY     - 1959     GOOD             CGS
 BK0068  HISTORY     - 1961     GOOD             CGS
 BK0068  HISTORY     - 1966     SEE DESCRIPTION  CGS
 BK0068  HISTORY     - 1969     GOOD             CGS
 BK0068  HISTORY     - 1979     GOOD             LADTD
 BK0068
 BK0068                          STATION DESCRIPTION
 BK0068
 BK0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK0068'IN THE SETTLEMENT OF VIDRINE, ABOUT 4 MILES N BY E OF MAMOU,
 BK0068'ABOUT 7 MILES W OF VILLE PLATTE, 1.75 MILES NE OF REDDELL,
 BK0068'IN THE NW 1/4 SEC. 21, T. 4 S, R 1 W, AT THE NE CORNER OF
 BK0068'THE SCHOOL GROUNDS, ABOUT 160 YARDS E OF THE CROSSROADS,
 BK0068'73 FEET S OF THE CENTER LINE OF STATE HIGHWAY 22, 65 FEET
 BK0068'E OF THE N BASKETBALL GOAL POST, 66.6 FEET NW OF THE NW
 BK0068'CORNER OF THE YARD FENCE AT THE E SIDE OF THE SCHOOL GROUNDS,
 BK0068'AND 35 FEET N OF THE WATER PUMP.
 BK0068'
 BK0068'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE.
 BK0068'THE MARK IS SET FLUSH WITH THE
 BK0068'SURFACE OF THE GROUND.
 BK0068'
 BK0068'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK0068'PROJECTS 4 INCHES AND IS AT THE
 BK0068'S EDGE OF THE SCHOOL LOT 1 FOOT INSIDE OF THE FENCE, 105.8
 BK0068'FEET W OF THE FENCE LINE AT THE E SIDE OF THE SCHOOL GROUNDS,
 BK0068'AND 410.49 FEET (125.12 METERS) FROM THE STATION
 BK0068'S 8 DEG 17 MIN W.
 BK0068'
 BK0068'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK0068'SET FLUSH WITH THE SURFACE OF
 BK0068'THE GROUND, IS ON THE SCHOOL GROUNDS, 46 FEET S OF THE CENTER
 BK0068'LINE OF STATE HIGHWAY 22 AND 233.83 FEET (71.27 METERS)
 BK0068'FROM THE STATION N 85 DEG 05 MIN W.  THE SCHOOL BUILDING
 BK0068'IS ON THE LINE BETWEEN THE REFERENCE MARKS.
 BK0068'
 BK0068'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK0068'PROJECTS 6 INCHES AND IS AT THE
 BK0068'SW CORNER OF THE FRONT LAWN OF A FARM HOUSE, 29 FEET E OF
 BK0068'THE CENTER LINE OF A N-S GRAVEL ROAD, 4 FEET N OF THE FENCE
 BK0068'LINE AT THE S SIDE OF THE LAWN, AND APPROXIMATELY 0.4 MILE
 BK0068'FROM THE STATION N 09 DEG 56 MIN W.
 BK0068
 BK0068                          STATION RECOVERY (1937)
 BK0068
 BK0068'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BK0068'THIS STATION IS LOCATED IN THE NE CORNER OF THE HIGH SCHOOL
 BK0068'GROUNDS AT VIDRINE, 73 FEET S OF CENTER LINE OF STATE HIGHWAY
 BK0068'22, 451.7 FEET DUE E OF INTERSECTION OF STATE HIGHWAY 22
 BK0068'AND STATE HIGHWAY 576, 284.6 FEET ENE OF NE CORNER OF NEW
 BK0068'VIDRINE HIGH SCHOOL BUILDING, 161.0 FEET NE OF NE CORNER
 BK0068'OF OLD VIDRINE HIGH SCHOOL BUILDING, 301.6 FEET WSW OF NW
 BK0068'CORNER OF M.M. MAYEAUXS STORE.
 BK0068
 BK0068                          STATION RECOVERY (1959)
 BK0068
 BK0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BK0068'THE STATION WAS VISITED 11-17-59 AND THE STATION MARK AND
 BK0068'REFERENC MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BK0068'THE STATION MARK WAS FOUND 1 FOOT UNDERGROUND ON THE EAST
 BK0068'SHOULDER OF A DRIVEWAY LEADING TO THE VIDRINE GYNAMSIUM.
 BK0068'REFERENCE MARK NO. 1 IS NOW OBSTRUCTED FROM THE STATION
 BK0068'BY THE GYM.  THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS
 BK0068'DATE.  A NEW DESCRIPTION FOLLOWS--
 BK0068'
 BK0068'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF VILLE PLATTE,
 BK0068'4 MILES NORTH-NORTHEAST OF REDELL, AT THE COMMUNITY OF VIDRINE,
 BK0068'IN THE NORTHEAST CORNER OF THE VIDRINE SCHOOL GROUNDS.  IT
 BK0068'IS 73 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 10, 58.5
 BK0068'FEET NORTHWEST OF THE NORTHWEST CORNER OF A PRIVATE YARD,
 BK0068'452 FEET EAST OF THE JUNCTION OF STATE HIGHWAY 10 AND 376,
 BK0068'284.6 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 BK0068'HIGHSCHOOL BUILDING, 92.5 FEET NORTH OF THE NORTHEAST CORNER
 BK0068'OF THE GYM, 123 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER
 BK0068'OF THE GYM, 1 FOOT WEST OF THE PROJECTED PLANE OF THE EAST
 BK0068'WALL OF THE GYM, 26.8 FEET NORTH-NORTHWEST OF A 12-INCH
 BK0068'OAK TREE EAST OF THE DRIVEWAY, AND 33 FEET NORTH-NORTHEAST
 BK0068'OF A 12-INCH OAK TREE WEST OF THE DRIVEWAY.  IT IS A
 BK0068'STANDARD DISK, STAMPED VIDRINE 1934, 1 FOOT BELOW THE LEVEL
 BK0068'OF THE DRIVEWAY.
 BK0068'
 BK0068'REFERENCE MARK NO. 1 IS 410.49 FEET SOUTH OF THE STATION,
 BK0068'69 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF
 BK0068'THE GYM, 106 FEET WEST OF THE EAST FENCE OF THE SCHOOL YARD,
 BK0068'180 FEET SOUTH OF THE SOUTHWEST CORNER OF THE ANNEX OF THE
 BK0068'GYM, 99 FEET WEST OF A DRAINAGE DITCH ON THE EAST SIDE OF
 BK0068'THE SCHOOL GROUND, 113 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 BK0068'OF A CONCRETE BLOCK BUILDING.  IT IS A STANDARD DISK, STAMPED
 BK0068'VIDRINE NO 2 1934, PROJECTING 4 INCHES.
 BK0068'
 BK0068'REFERENCE MARK NO. 2 IS 233.83 FEET WEST OF THE STATION,
 BK0068'218 FEET EAST OF THE INTERSECTION OF STATE HIGHWAYS 10 AND
 BK0068'376, 51 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 10, 48
 BK0068'FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE SCHOOL, 15
 BK0068'FEET SOUTHWEST OF A 2-FOOT OAK TREE, 31 FEET NORTH OF A
 BK0068'2-FOOT OAK TREE, 58 FEET NORTHEAST OF A 2-FOOT OAK TREE,
 BK0068'37 FEET EAST-SOUTHEAST OF A 2-FOOT OAK TREE, 36 FEET EAST
 BK0068'OF THE PROJECTED PLANE OF THE EAST WALL OF THE SCHOOL
 BK0068'BUILDING, AND 125 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BK0068'SCHOOL BUILDING.  IT IS A STANDARD DISK, STAMPED
 BK0068'VIDRINE NO 2 1934, FLUSH WITH THE GROUND.
 BK0068'
 BK0068'TO REACH THE STATION FROM THE CITY HALL IN VILLE PLATTE
 BK0068'GO WEST ON STATE HIGHWAY 10 AND U.S. HIGHWAY 167 FOR 2.2
 BK0068'MILES TO THEIR JUNCTION, CONTINUE WEST ON STATE HIGHWAY
 BK0068'10 FOR 5.05 MILES TO THE VIDRINE SCHOOL AND THE MARK ON
 BK0068'THE LEFT.
 BK0068
 BK0068                          STATION RECOVERY (1961)
 BK0068
 BK0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 BK0068'IN VIDRINE.
 BK0068'AT VIDRINE, 287 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HIGH
 BK0068'SCHOOL BUILDING, 93 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BK0068'GYMNASIUM AND IN LINE WITH THE EAST WALL OF THE BUILDING, 72 1/2 FEET
 BK0068'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 10, 233.8 FEET EAST OF
 BK0068'VIDRINE R. M. 2, 59 FEET NORTHWEST OF A STEEL POST IN THE CORNER OF A
 BK0068'WOVEN-WIRE FENCE, 32 1/2 FEET NORTHEAST OF A 15-INCH OAK TREE, 26 FEET
 BK0068'NORTHWEST OF A 15-INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST IN
 BK0068'THE EAST EDGE OF A GRAVEL DRIVEWAY, AND PROJECTING 1 FOOT BELOW THE
 BK0068'LEVEL OF THE DRIVEWAY.
 BK0068
 BK0068                          STATION RECOVERY (1966)
 BK0068
 BK0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BK0068'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 BK0068'IN GOOD CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK
 BK0068'BUT WAS NOT FOUND AND IS BELIEVED DESTROYED SO A NEW AZIMUTH
 BK0068'MARK WAS SET.  THE STATION MARK NOW SETS IN A
 BK0068'MACADAM DRIVEWAY.  A NEW SURFACE MARK WAS SET AT THE REQUEST
 BK0068'OF THE SCHOOL PRINCIPAL AND THE MARK IS NOW FLUSH WITH
 BK0068'THE DRIVEWAY.  THE NEW ELEVATION (THIRD ORDER) IS NOW
 BK0068'21.629 METERS.  A GYMNASIUM BUILDING WAS BUILT BETWEEN THE
 BK0068'STATION AND REFERENCE MARK NO. 1 AND THE LINE IS NO
 BK0068'LONGER INTERVISIBLE.  DUE TO ITS LOCATION, A TOWER COULD NOT
 BK0068'BE BUILT OVER THE STATION MARK, SO REFERENCE MARK NO. 3 WAS
 BK0068'ESTABLISHED AND OCCUPIED.  A COMPLETE NEW DESCRIPTION
 BK0068'FOLLOWS--
 BK0068'
 BK0068'STATION IS LOCATED IN A DRIVEWAY AT THE SCHOOL IN THE VILLAGE
 BK0068'OF VIDRINE.  IT IS 92-1/2 FEET NORTH OF THE NORTHWEST
 BK0068'CORNER OF THE GYMNAISUM, 73 FEET SOUTH OF THE APPROXIMATE
 BK0068'CENTERLINE OF STATE HIGHWAY NO. 10 AND AND 27 FEET
 BK0068'NORTH-NORTHWEST OF A 30 INCH OAK TREE.  THE MARK IS SET FLUSH
 BK0068'WITH THE SURFACE OF THE DRIVEWAY AND THE DISK IS STAMPED
 BK0068'VIDRINE 1934 1965.
 BK0068'
 BK0068'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF
 BK0068'A ROUND CONCRETE MONUMENT AND STAMPED VIDRINE NO 2 1934 IS
 BK0068'50 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 BK0068'NO. 10, 48 FEET WEST OF DRIVEWAY TO THE GYMNASIUM, 37 FEET
 BK0068'EAST OF A 36 INCH OAK TREE AND 31 FEET NORTH OF A 30 INCH
 BK0068'OAK TREE.  THE MARK IS SET FLUSH WITH THE GROUND.
 BK0068'
 BK0068'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN THE TOP OF A
 BK0068'ROUND CONCRETE MONUMENT AND STAMPED VIDRINE NO 3 1934 1965 IS
 BK0068'116 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE GYMNASIUM, 65
 BK0068'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 10 AND 40 FEET
 BK0068'NORTHWEST OF A 30 INCH OAK TREE.  THE MARK IS FLUSH WITH THE
 BK0068'GROUND.
 BK0068'
 BK0068'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A ROUND
 BK0068'CONCRETE MONUMENT AND STAMPED VIDRINE 1934 RESET 1965 IS 38
 BK0068'FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 10, 2 FEET WEST
 BK0068'OF A WITNESS POST AND 1.5 FEET SOUTH OF FENCELINE.  THE MARK
 BK0068'PROJECTS 4 INCHES.
 BK0068'
 BK0068'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 BK0068'STATE HIGHWAY NO. 10 FOR 0.3 MILE TO THE MARK ON LEFT
 BK0068'(NORTH) SIDE OF THE HIGHWAY AS DESCRIBED.
 BK0068'
 BK0068'NOTE--GEODIMETER TRAVERSE DISTANCE FROM RM NO. 3 TO
 BK0068'AZIMUTH MARK IS 552.849 METERS.
 BK0068
 BK0068                          STATION RECOVERY (1969)
 BK0068
 BK0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK0068'THE STATION MARK, REFERENCE MARKS 1, 2, 3, AND THE AZIMUTH
 BK0068'MARK WERE RECOVERED AS DESCRIBED IN 1965 BY E.G. CAMPBELL.  A
 BK0068'DISTANCE AND DIRECTION COULD NOT BE MADE TO REFERENCE MARK
 BK0068'1 DUE TO A BUILDING ON LINE.
 BK0068
 BK0068                          STATION RECOVERY (1979)
 BK0068
 BK0068'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BK0068'SET IN ASPHALT DRIVEWAY IN SCHOOLYARD IN FRONT OF GYMNASIUM, 72.8
 BK0068'FEET SOUTH OF CENTER OF LA 10, 32.0 FEET NORTH EAST OF 24 INCH OAK
 BK0068'TREE, 25.8 FEET NORTH WEST OF 30 INCH OAK TREE, 92.72 FEET NORTH OF
 BK0068'NORTH EAST CORNER OF GYMNASIUM ALONG PROJECTED LINE OF EAST WALL OF
 BK0068'GYM.
 BK0068'NOTE-- A TRIANGULATION REPORT DATED 1966 QUOTES A THIRD
 BK0068'ORDER ELEVATION OF 21.629 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2665 ***********************************************************************
 BK2665  DESIGNATION -  VIDRINE 1934 AZ MK 1965
 BK2665  PID         -  BK2665
 BK2665  STATE/COUNTY-  LA/EVANGELINE
 BK2665  USGS QUAD   -  MAMOU (1983)
 BK2665
 BK2665                         *CURRENT SURVEY CONTROL
 BK2665  ___________________________________________________________________
 BK2665* NAD 83(1992)-  30 41 34.47797(N)    092 23 28.20140(W)     ADJUSTED  
 BK2665* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BK2665  ___________________________________________________________________
 BK2665  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK2665  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2665
 BK2665  HORZ ORDER  -  SECOND
 BK2665
 BK2665.The horizontal coordinates were established by classical geodetic methods
 BK2665.and adjusted by the National Geodetic Survey in January 1993..
 BK2665
 BK2665.The orthometric height was scaled from a topographic map.
 BK2665
 BK2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2665
 BK2665.The geoid height was determined by GEOID03.
 BK2665
 BK2665;                    North         East     Units Scale Factor Converg.
 BK2665;SPC LA S     -   243,545.265   898,651.664   MT  0.99999850   -0 31 44.1
 BK2665;SPC LA S     -   799,031.42  2,948,326.33   sFT  0.99999850   -0 31 44.1
 BK2665;UTM  15      - 3,395,727.654   558,308.836   MT  0.99964194   +0 18 38.8
 BK2665
 BK2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2665!SPC LA S     -   1.00000097  x   0.99999850  =   0.99999947
 BK2665!UTM  15      -   1.00000097  x   0.99964194  =   0.99964291
 BK2665
 BK2665                          SUPERSEDED SURVEY CONTROL
 BK2665
 BK2665  NAD 83(1986)-  30 41 34.49816(N)    092 23 28.19535(W) AD(       ) 2
 BK2665  NAD 27      -  30 41 33.78868(N)    092 23 27.72585(W) AD(       ) 2
 BK2665
 BK2665.Superseded values are not recommended for survey control.
 BK2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2665.See file dsdata.txt to determine how the superseded data were derived.
 BK2665
 BK2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5830995728(NAD 83)
 BK2665_MARKER: DZ = AZIMUTH MARK DISK
 BK2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2665+STABILITY: SURFACE MOTION
 BK2665
 BK2665  HISTORY     - Date     Condition        Report By
 BK2665  HISTORY     - 1965     MONUMENTED       CGS
 BK2665
 BK2665                          STATION DESCRIPTION
 BK2665
 BK2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EGC)
 BK2665'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF STATE
 BK2665'HIGHWAY 10, 2 FEET WEST OF A METAL WITNESS POST WITH SIGN
 BK2665'ATTACHED AND 1-1/2 FEET SOUTH OF FENCELINE.  IT IS
 BK2665'MARKED BY A STANDARD TRIANGULATION AZIMUTH MARK DISK SET
 BK2665'IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT
 BK2665'PROJECTS 4 INCHES ABOVE THE SURFACE OF
 BK2665'THE GROUND.  THE DISK IS STAMPED VIDRINE
 BK2665'1934 RESET 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0067 ***********************************************************************
 BK0067  DESIGNATION -  VIDRINE RM 1
 BK0067  PID         -  BK0067
 BK0067  STATE/COUNTY-  LA/EVANGELINE
 BK0067  USGS QUAD   -  MAMOU (1983)
 BK0067
 BK0067                         *CURRENT SURVEY CONTROL
 BK0067  ___________________________________________________________________
 BK0067* NAD 83(1986)-  30 41 33.     (N)    092 23 47.     (W)     SCALED    
 BK0067* NAVD 88     -        21.13   (+/-2cm)      69.3    (feet)  VERTCON   
 BK0067  ___________________________________________________________________
 BK0067  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0067
 BK0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0067
 BK0067.The horizontal coordinates were scaled from a topographic map and have
 BK0067.an estimated accuracy of +/- 6 seconds.
 BK0067
 BK0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0067.The vertical order pertains to the NGVD 29 superseded value.
 BK0067
 BK0067.The geoid height was determined by GEOID03.
 BK0067
 BK0067;                    North         East    Units  Estimated Accuracy
 BK0067;SPC LA S     -   243,500.      898,150.      MT  (+/- 180 meters Scaled)
 BK0067
 BK0067                          SUPERSEDED SURVEY CONTROL
 BK0067
 BK0067  NGVD 29 (??/??/??)   21.097  (m)           69.22   (f) ADJUSTED    2 0
 BK0067
 BK0067.Superseded values are not recommended for survey control.
 BK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0067.See file dsdata.txt to determine how the superseded data were derived.
 BK0067
 BK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP578956(NAD 83)
 BK0067_MARKER: DR = REFERENCE MARK DISK
 BK0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0067_STAMPING: VIDRINE NO. 1 1934
 BK0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0067+STABILITY: SURFACE MOTION
 BK0067
 BK0067  HISTORY     - Date     Condition        Report By
 BK0067  HISTORY     - 1934     MONUMENTED       CGS
 BK0067  HISTORY     - 1961     GOOD             CGS
 BK0067
 BK0067                          STATION DESCRIPTION
 BK0067
 BK0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0067'IN VIDRINE.
 BK0067'AT VIDRINE, 480 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 10, 217
 BK0067'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GYMNASIUM, 179 FEET EAST
 BK0067'OF THE SOUTHEAST CORNER OF A GRAMMAR SCHOOL BUILDING LOCATED ON THE
 BK0067'SOUTH SIDE OF THE HIGH SCHOOL BUILDING, 106 FEET WEST OF A FENCE, 137
 BK0067'YARDS SOUTH OF VIDRINE 1934, 93 FEET EAST OF AN 18-INCH OAK TREE, AND
 BK0067'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0066 ***********************************************************************
 BK0066  DESIGNATION -  VIDRINE RM 2
 BK0066  PID         -  BK0066
 BK0066  STATE/COUNTY-  LA/EVANGELINE
 BK0066  USGS QUAD   -  MAMOU (1983)
 BK0066
 BK0066                         *CURRENT SURVEY CONTROL
 BK0066  ___________________________________________________________________
 BK0066* NAD 83(1986)-  30 41 33.     (N)    092 23 47.     (W)     SCALED    
 BK0066* NAVD 88     -        21.35   (+/-2cm)      70.0    (feet)  VERTCON   
 BK0066  ___________________________________________________________________
 BK0066  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0066
 BK0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0066
 BK0066.The horizontal coordinates were scaled from a topographic map and have
 BK0066.an estimated accuracy of +/- 6 seconds.
 BK0066
 BK0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0066.The vertical order pertains to the NGVD 29 superseded value.
 BK0066
 BK0066.The geoid height was determined by GEOID03.
 BK0066
 BK0066;                    North         East    Units  Estimated Accuracy
 BK0066;SPC LA S     -   243,500.      898,150.      MT  (+/- 180 meters Scaled)
 BK0066
 BK0066                          SUPERSEDED SURVEY CONTROL
 BK0066
 BK0066  NGVD 29 (??/??/??)   21.317  (m)           69.94   (f) ADJUSTED    2 0
 BK0066
 BK0066.Superseded values are not recommended for survey control.
 BK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0066.See file dsdata.txt to determine how the superseded data were derived.
 BK0066
 BK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP578956(NAD 83)
 BK0066_MARKER: DR = REFERENCE MARK DISK
 BK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0066_STAMPING: VIDRINE NO. 2 1934
 BK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0066+STABILITY: SURFACE MOTION
 BK0066
 BK0066  HISTORY     - Date     Condition        Report By
 BK0066  HISTORY     - 1934     MONUMENTED       CGS
 BK0066  HISTORY     - 1961     GOOD             CGS
 BK0066  HISTORY     - 1979     GOOD             LADTD
 BK0066
 BK0066                          STATION DESCRIPTION
 BK0066
 BK0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0066'IN VIDRINE.
 BK0066'AT VIDRINE, 123 1/2 FEET NORTHEAST OF THE NORTHEAST OF THE HIGH SCHOOL
 BK0066'BUILDING, 218 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 376
 BK0066'LEADING SOUTH, 50 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 10,
 BK0066'234 FEET WEST OF VIDRINE 1934, 49 FEET WEST OF THE CENTER LINE OF A
 BK0066'DRIVEWAY, 15 FEET SOUTHWEST OF A 28-INCH OAK TREE, ABOUT 1 1/2 FEET
 BK0066'BELOW THE LEVEL OF STATE HIGHWAY 10, AND SET IN THE TOP OF A CONCRETE
 BK0066'POST FLUSH WITH THE SCHOOL LAWN.
 BK0066
 BK0066                          STATION RECOVERY (1979)
 BK0066
 BK0066'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BK0066'SET IN SCHOOL YARD FLUSH WITH GROUND, NORTH EAST OF NORTH EAST CORNER
 BK0066'OF SCHOOL BUILDING, 50.7 FEET SOUTH OF LA 10, 36.4 FEET EAST OF 36
 BK0066'INCH OAK TREE, 30.8 FEET NORTH OF 36 INCH LIVE OAK TREE, 46.75 FEET
 BK0066'WEST OF CENTER OF ASPHALT DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2666 ***********************************************************************
 BK2666  DESIGNATION -  VIDRINE RM 3
 BK2666  PID         -  BK2666
 BK2666  STATE/COUNTY-  LA/EVANGELINE
 BK2666  USGS QUAD   -  MAMOU (1983)
 BK2666
 BK2666                         *CURRENT SURVEY CONTROL
 BK2666  ___________________________________________________________________
 BK2666* NAD 83(1992)-  30 41 33.37715(N)    092 23 48.93554(W)     ADJUSTED  
 BK2666* NAVD 88     -        21.55   (+/-2cm)      70.7    (feet)  VERTCON   
 BK2666  ___________________________________________________________________
 BK2666  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK2666  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2666
 BK2666  HORZ ORDER  -  FIRST
 BK2666  VERT ORDER  -  THIRD ? (See Below)
 BK2666
 BK2666.The horizontal coordinates were established by classical geodetic methods
 BK2666.and adjusted by the National Geodetic Survey in January 1993..
 BK2666
 BK2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2666.The vertical order pertains to the NGVD 29 superseded value.
 BK2666
 BK2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2666
 BK2666.The geoid height was determined by GEOID03.
 BK2666
 BK2666;                    North         East     Units Scale Factor Converg.
 BK2666;SPC LA S     -   243,516.474   898,099.564   MT  0.99999844   -0 31 54.5
 BK2666;SPC LA S     -   798,936.97  2,946,514.99   sFT  0.99999844   -0 31 54.5
 BK2666;UTM  15      - 3,395,690.789   557,757.414   MT  0.99964115   +0 18 28.2
 BK2666
 BK2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2666!SPC LA S     -   1.00000089  x   0.99999844  =   0.99999933
 BK2666!UTM  15      -   1.00000089  x   0.99964115  =   0.99964204
 BK2666
 BK2666:                Primary Azimuth Mark                     Grid Az
 BK2666:SPC LA S     -  VIDRINE 1934 AZ MK 1965                  087 00 53.3
 BK2666:UTM  15      -  VIDRINE 1934 AZ MK 1965                  086 10 30.6
 BK2666
 BK2666|---------------------------------------------------------------------|
 BK2666| PID    Reference Object                     Distance      Geod. Az  |
 BK2666|                                                           dddmmss.s |
 BK2666| BK2665 VIDRINE 1934 AZ MK 1965             APPROX. 0.6 KM 0862858.8 |
 BK2666| BK0068 VIDRINE                              17.287 METERS 09752     |
 BK2666| BK0067 VIDRINE RM 1                                       18025     |
 BK2666| BK0066 VIDRINE RM 2                         54.041 METERS 27358     |
 BK2666|---------------------------------------------------------------------|
 BK2666
 BK2666                          SUPERSEDED SURVEY CONTROL
 BK2666
 BK2666  NAD 83(1986)-  30 41 33.39734(N)    092 23 48.92948(W) AD(       ) 1
 BK2666  NAD 27      -  30 41 32.68776(N)    092 23 48.45942(W) AD(       ) 1
 BK2666  NGVD 29 (07/19/86)   21.51   (m)           70.6    (f) LEVELING    3  
 BK2666
 BK2666.Superseded values are not recommended for survey control.
 BK2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2666.See file dsdata.txt to determine how the superseded data were derived.
 BK2666
 BK2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5775795691(NAD 83)
 BK2666_MARKER: DR = REFERENCE MARK DISK
 BK2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2666
 BK2666  HISTORY     - Date     Condition        Report By
 BK2666  HISTORY     - 1965     MONUMENTED       CGS
 BK2666  HISTORY     - 1969     GOOD             CGS
 BK2666
 BK2666                          STATION DESCRIPTION
 BK2666
 BK2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EGC)
 BK2666'STATION IS LOCATED IN THE SCHOOL YARD AT THE VILLAGE
 BK2666'OF VIDRINE.  THE MARK IS 116 FEET NORTHWEST OF THE
 BK2666'NORTHEAST CORNER OF THE SCHOOL GYMNASIUM, 65 FEET SOUTH OF
 BK2666'THE CENTERLINE OF STATE HIGHWAY 10, 60 FEET EAST OF A 30
 BK2666'INCH OAK TREE, 50 FEET NORTHEAST OF A 30 INCH OAK TREE AND
 BK2666'40 FEET NORTHWEST OF A 30 INCH OAK TREE.  STATION IS MARKED
 BK2666'BY A STANDARD TRIANGULATION REFERENCE MARK DISK SET IN THE
 BK2666'TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS SET
 BK2666'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BK2666'VIDRINE NO 3 1934 1965.
 BK2666'
 BK2666'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 BK2666'10, 2 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 BK2666'AND 1-1/2 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 BK2666'STANDARD TRIANGULATION AZIMUTH MARK DISK SET IN THE TOP OF A
 BK2666'10 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 4 INCHES ABOVE
 BK2666'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BK2666'VIDRINE 1934 RESET 1965.
 BK2666'
 BK2666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 BK2666'HIGHWAY 10 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 BK2666'(NORTH) SIDE OF ROAD.
 BK2666'
 BK2666'REFERENCE MARK NO. 1 IS 181-1/2 FEET SOUTH OF THE
 BK2666'CENTER OF BACK DOOR TO THE GYMNASIUM, 113 SOUTHEAST OF
 BK2666'THE SOUTHEAST CORNER OF KITCHEN AND 106 FEET WEST
 BK2666'OF FENCELINE.  A DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 BK2666'REFERENCE MARK NO. 3 COULD NOT BE MEASURED DUE TO SCHOOL
 BK2666'GYMNASIUM BEING BUILT ON LINE.  THE MARK IS IN THE NORTHEAST
 BK2666'SECTION OF BASEBALL FIELD.  IT IS MARKED BY A STANDARD
 BK2666'TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A 12
 BK2666'INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 6 INCHES ABOVE
 BK2666'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED VIDRINE
 BK2666'NO 1 1934.
 BK2666'
 BK2666'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF CENTER OF STATE
 BK2666'HIGHWAY 10, 48 FEET WEST OF SCHOOL GYMNASIUM DRIVEWAY, 37 FEET
 BK2666'EAST OF A 36 INCH OAK TREE AND 31 FEET NORTH OF A 30 INCH
 BK2666'OAK TREE.  IT IS MARKED BY A STANDARD TRIANGULATION REFERENCE
 BK2666'MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 BK2666'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 BK2666'DISK IS STAMPED VIDRINE NO 2 1934.
 BK2666'
 BK2666'VIDRINE 1934 1965 IS 92-1/2 FEET NORTH OF THE NORTHEAST
 BK2666'CORNER OF SCHOOL GYMNASIUM, 73 FEET SOUTH OF CENTER OF
 BK2666'HIGHWAY AND 27 FEET NORTH OF A 30 INCH OAK TREE.  STATION IS
 BK2666'MARKED BY A STANDARD TRIANGULATION STATION DISK SET IN THE
 BK2666'TOP OF AN 18 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH
 BK2666'WITH THE SURFACE OF THE DRIVEWAY.  THE DISK IS STAMPED
 BK2666'VIDRINE 1934 1965.  DUE TO ITS LOCATION A
 BK2666'TOWER COULD NOT BE BUILT OVER THIS MARK.
 BK2666'
 BK2666'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 30.46 METERS.
 BK2666
 BK2666                          STATION RECOVERY (1969)
 BK2666
 BK2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2666'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 BK2666'WERE RECOVERED AS PREVIOUSLY DESCRIBED BY E.G. CAMPBELL
 BK2666'IN 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4859 ***********************************************************************
 BJ4859  DESIGNATION -  VIGNES
 BJ4859  PID         -  BJ4859
 BJ4859  STATE/COUNTY-  LA/POINTE COUPEE
 BJ4859  USGS QUAD   -  NEW ROADS (1994)
 BJ4859
 BJ4859                         *CURRENT SURVEY CONTROL
 BJ4859  ___________________________________________________________________
 BJ4859* NAD 83(1992)-  30 38 56.89409(N)    091 29 20.96914(W)     ADJUSTED  
 BJ4859* NAVD 88     -        11.54   (+/-2cm)      37.9    (feet)  VERTCON   
 BJ4859  ___________________________________________________________________
 BJ4859  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ4859  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ4859
 BJ4859  HORZ ORDER  -  FIRST
 BJ4859  VERT ORDER  -  THIRD ? (See Below)
 BJ4859
 BJ4859.The horizontal coordinates were established by classical geodetic methods
 BJ4859.and adjusted by the National Geodetic Survey in January 1993..
 BJ4859
 BJ4859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4859.The vertical order pertains to the NGVD 29 superseded value.
 BJ4859
 BJ4859.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4859
 BJ4859.The geoid height was determined by GEOID03.
 BJ4859
 BJ4859;                    North         East     Units Scale Factor Converg.
 BJ4859;SPC LA S     -   238,234.769   985,064.023   MT  0.99998958   -0 04 40.5
 BJ4859;SPC LA S     -   781,608.57  3,231,830.88   sFT  0.99998958   -0 04 40.5
 BJ4859;UTM  15      - 3,391,691.741   644,767.629   MT  0.99985854   +0 46 13.2
 BJ4859
 BJ4859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4859!SPC LA S     -   1.00000248  x   0.99998958  =   0.99999206
 BJ4859!UTM  15      -   1.00000248  x   0.99985854  =   0.99986102
 BJ4859
 BJ4859:                Primary Azimuth Mark                     Grid Az
 BJ4859:SPC LA S     -  VIGNES AZ MK                             027 52 34.5
 BJ4859:UTM  15      -  VIGNES AZ MK                             027 01 40.8
 BJ4859
 BJ4859|---------------------------------------------------------------------|
 BJ4859| PID    Reference Object                     Distance      Geod. Az  |
 BJ4859|                                                           dddmmss.s |
 BJ4859| CW1589 VIGNES AZ MK                                       0274754.0 |
 BJ4859| CW1590 VIGNES RM 1                          37.515 METERS 03233     |
 BJ4859| CW1591 VIGNES RM 2                          38.938 METERS 12418     |
 BJ4859| BJ5254 CENTRAL LA SUGAR REFINERY STK       APPROX.13.5 KM 2073555.8 |
 BJ4859|---------------------------------------------------------------------|
 BJ4859
 BJ4859                          SUPERSEDED SURVEY CONTROL
 BJ4859
 BJ4859  NAD 83(1986)-  30 38 56.91246(N)    091 29 20.96397(W) AD(       ) 1
 BJ4859  NAD 27      -  30 38 56.24100(N)    091 29 20.55000(W) AD(       ) 1
 BJ4859  NGVD 29 (07/19/86)   11.53   (m)           37.8    (f) LEVELING    3  
 BJ4859
 BJ4859.Superseded values are not recommended for survey control.
 BJ4859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4859.See file dsdata.txt to determine how the superseded data were derived.
 BJ4859
 BJ4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP4476891692(NAD 83)
 BJ4859_MARKER: DS = TRIANGULATION STATION DISK
 BJ4859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4859
 BJ4859  HISTORY     - Date     Condition        Report By
 BJ4859  HISTORY     - 1935     MONUMENTED       CGS
 BJ4859  HISTORY     - 1959     GOOD             CGS
 BJ4859
 BJ4859                          STATION DESCRIPTION
 BJ4859
 BJ4859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ4859'ABOUT 4 MILES SW OF NEW ROADS, ON THE W BANK OF THE FALSE RIVER
 BJ4859'ON LAND BELONGING TO R. VIGNES OF BATON ROUGE, IN A PASTURE
 BJ4859'LOT IN FRONT OF A HOUSE WHICH SETS FAR BACK FROM THE HIGHWAY,
 BJ4859'DIRECTLY ACROSS THE ROAD FROM PHILIP D AMICOS SALOON, 78 FEET W
 BJ4859'OF THE CENTER LINE OF STATE HIGHWAY 93, 61.2 FEET NE OF THE
 BJ4859'NE CORNER OF THE HOUSE IN THE LOT TO THE S OF THE PASTURE,
 BJ4859'39.5 FEET W OF THE W RIGHT-OF-WAY FENCE LINE, 17.0 FEET S
 BJ4859'OF THE FENCE LINE AT THE N SIDE OF THE PASTURE, AND 41.5 FEET
 BJ4859'SW OF THE FENCE CORNER AT THE NE CORNER OF THE PASTURE.
 BJ4859'
 BJ4859'THE STATION IS MARKED BY STANDARD BRONZE DISK SET IN CONCRETE
 BJ4859'THE MARK IS SET FLUSH WITH
 BJ4859'THE SURFACE OF THE GROUND.
 BJ4859'
 BJ4859'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ4859'PROJECTS 2 INCHES AND IS 39 FEET W
 BJ4859'OF THE CENTER LINE OF THE ROAD, 10 FEET S OF THE S GATEPOST AT
 BJ4859'THE DRIVE TO THE HOUSE N OF THE PASTURE 1 FOOT E OF THE W
 BJ4859'RIGHT-OF-WAY FENCE LINE, AND 123.08 FEET (37.51 METERS) FROM THE
 BJ4859'STATION N 32 DEG 33 MIN E.
 BJ4859'
 BJ4859'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ4859'PROJECTS 2 INCHES AND IS AT THE
 BJ4859'GATEPOST AT THE DRIVE JUST S OF THE SALOON, 1 FOOT W OF THE E
 BJ4859'RIGHT-OF-WAY FENCE LINE, 39 FEET E OF THE CENTER LINE OF THE
 BJ4859'ROAD, 180.09 FEET (54.89 METERS) FROM REFERENCE MARK NO. 1,
 BJ4859'AND 127.75 FEET (38.94 METERS) FROM THE STATION
 BJ4859'S 55 DEG 42 MIN E.
 BJ4859'
 BJ4859'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BJ4859'SET FLUSH WITH THE GROUND, IS ABOUT
 BJ4859'100 YARDS NE OF THE NE ROAD CURVE, 39 FEET NW OF THE CENTER
 BJ4859'LINE OF THE ROAD, 15 FEET SW OF A LOW BUSHY TREE SURROUNDED
 BJ4859'BY A FENCE, 1 FOOT SE OF THE NW RIGHT-OF-WAY FENCE LINE, AND
 BJ4859'APPROXIMATELY 0.2 MILE FROM THE STATION
 BJ4859'N 27 DEG 48 E.
 BJ4859
 BJ4859                          STATION RECOVERY (1959)
 BJ4859
 BJ4859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BJ4859'THE STATION WAS VISITED 12-16-59 AND THE STATION MARK, AZIMUTH
 BJ4859'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 BJ4859'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BJ4859'
 BJ4859'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF NEW ROADS,
 BJ4859'ON THE WEST BANK OF FALSE RIVER, ALONG STATE HIGHWAY NO. 1,
 BJ4859'IN THE NORTHEAST CORNER OF THE FRONT YARD OF A HOUSE PAINTED
 BJ4859'YELLOW, WEST OF AND ACROSS THE HIGHWAY FROM THE D AMICOS STORE
 BJ4859'AND TAVERN, 61.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BJ4859'YELLOW HOUSE, 79 FEET WEST OF THE CENTER OF STATE HIGHWAY 1,
 BJ4859'41 FEET WEST OF A POWER POLE, 68 FEET EAST-SOUTHEAST OF A
 BJ4859'3-FOOT PECAN TREE WHICH IS COVERED WITH SPANISH MOSS, 41 FEET
 BJ4859'SOUTHWEST OF A T FENCE CORNER, 17 FEET SOUTH OF THE NORTH FENCE
 BJ4859'OF THE YARD, 39 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE,
 BJ4859'AND 20 FEET SOUTH OF A FORKED PECAN TREE.  IT IS A STANDARD
 BJ4859'DISK, VIGNES 1935, FLUSH WITH THE GROUND.
 BJ4859'
 BJ4859'REFERENCE MARK NO. 1 IS 123.08 FEET NORTHEAST OF THE STATION,
 BJ4859'40 FEET WEST OF THE CENTER OF THE HIGHWAY, 10 FEET SOUTH OF THE
 BJ4859'SOUTH POST OF THE GATE FOR DRIVEWAY LEADING TO THE HOUSE NORTH OF
 BJ4859'THE STATION, 47 FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A
 BJ4859'RIGHT-OF-WAY FENCE LINE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 BJ4859'IT IS A STANDARD DISK STAMPED VIGNES NO 1 1935, PROJECTING 2
 BJ4859'INCHES.
 BJ4859'
 BJ4859'REFERENCE MARK NO. 2 IS 127.75 FEET EAST-SOUTHEAST OF THE
 BJ4859'STATION, 1 FOOT NORTH OF THE SOUTH GATE POST OF GATE LEADING TO
 BJ4859'THE LOT BEHIND THE STORE, 40 FEET EAST OF THE CENTER OF THE
 BJ4859'HIGHWAY, 20 FEET SOUTH-SOUTHWEST OF A CEDAR TREE, 41 FEET
 BJ4859'NORTH-NORTHWEST OF A 3-FOOT PECAN TREE, 31 FEET SOUTH OF THE
 BJ4859'PROJECTED PLANE OF THE SOUTH WALL OF THE STORE, AND 4.5 FEET
 BJ4859'WEST OF A 6-INCH PINE TREE.  IT IS A STANDARD DISK, STAMPED
 BJ4859'VIGNES NO 2 1935, FLUSH WITH THE GROUND.
 BJ4859'
 BJ4859'THE AZIMUTH MARK IS 0.2 MILE NORTH-NORTHEAST OF THE STATION,
 BJ4859'IN THE RIGHT-OF-WAY FENCE LINE OF THE MR. DAVIS PROPERTY, 39 FEET
 BJ4859'WEST OF THE CENTER OF THE HIGHWAY, 2 FEET EAST OF THE FENCE LINE,
 BJ4859'55 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE MR. DAVIS
 BJ4859'DRIVEWAY, 70 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE
 BJ4859'FIRST HOUSE NORTH OF MR. DAVIS HOUSE, 80 FEET NORTH OF A POLE
 BJ4859'SUPPORTING THE WIRES LEADING TO MR. DAVIS HOUSE, 10 FEET NORTH
 BJ4859'OF THE PROJECTED PLANE OF THE NORTH WALL OF MR. DAVIS HOUSE, 16
 BJ4859'FEET NORTHEAST OF A 10-INCH CEDAR TREE, AND 1 FOOT WEST OF A
 BJ4859'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED VIGNES
 BJ4859'AZIMUTH 1935, FLUSH WITH THE GROUND.
 BJ4859'
 BJ4859'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 180.0
 BJ4859'FEET.
 BJ4859'
 BJ4859'TO REACH THE STATION FROM THE POST OFFICE IN NEW ROADS GO EAST
 BJ4859'FOR 2 BLOCKS TO STATE HIGHWAY NO. 1, TURN RIGHT AND GO SOUTH ON
 BJ4859'STATE HIGHWAY 1 FOR 4.6 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 BJ4859'CONTINUE SOUTH FOR 0.2 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2819 ***********************************************************************
 CQ2819  DESIGNATION -  VILLAGE
 CQ2819  PID         -  CQ2819
 CQ2819  STATE/COUNTY-  LA/JACKSON
 CQ2819  USGS QUAD   -  EROS (1982)
 CQ2819
 CQ2819                         *CURRENT SURVEY CONTROL
 CQ2819  ___________________________________________________________________
 CQ2819* NAD 83(1992)-  32 27 15.81970(N)    092 25 15.35124(W)     ADJUSTED  
 CQ2819* NAVD 88     -        94.5    (meters)     310.     (feet)  VERTCON   
 CQ2819  ___________________________________________________________________
 CQ2819  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CQ2819  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ2819
 CQ2819  HORZ ORDER  -  FIRST
 CQ2819
 CQ2819.The horizontal coordinates were established by classical geodetic methods
 CQ2819.and adjusted by the National Geodetic Survey in January 1993..
 CQ2819
 CQ2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2819
 CQ2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2819
 CQ2819.The geoid height was determined by GEOID03.
 CQ2819
 CQ2819;                    North         East     Units Scale Factor Converg.
 CQ2819;SPC LA N     -   216,699.857 1,007,434.096   MT  0.99995848   +0 02 30.5
 CQ2819;SPC LA N     -   710,956.11  3,305,223.36   sFT  0.99995848   +0 02 30.5
 CQ2819;UTM  15      - 3,590,951.281   554,425.102   MT  0.99963653   +0 18 38.7
 CQ2819
 CQ2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2819!SPC LA N     -   0.99998920  x   0.99995848  =   0.99994768
 CQ2819!UTM  15      -   0.99998920  x   0.99963653  =   0.99962573
 CQ2819
 CQ2819:                Primary Azimuth Mark                     Grid Az
 CQ2819:SPC LA N     -  VILLAGE AZ MK                            021 09 53.6
 CQ2819:UTM  15      -  VILLAGE AZ MK                            020 53 45.4
 CQ2819
 CQ2819|---------------------------------------------------------------------|
 CQ2819| PID    Reference Object                     Distance      Geod. Az  |
 CQ2819|                                                           dddmmss.s |
 CQ2819| CY5789 VILLAGE AZ MK                                      0211224.1 |
 CQ2819| CQ2702 31C004                              APPROX. 8.1 KM 0224434.9 |
 CQ2819| CQ2822 CALHOUN LOOKOUT TOWER               APPROX. 4.9 KM 0305036.6 |
 CQ2819| CY5790 VILLAGE RM 1                         32.763 METERS 06739     |
 CQ2819| CQ2825 EROS MUN TANK                       APPROX. 6.7 KM 1795229.7 |
 CQ2819| CY5791 VILLAGE RM 2                         50.124 METERS 18057     |
 CQ2819|---------------------------------------------------------------------|
 CQ2819
 CQ2819                          SUPERSEDED SURVEY CONTROL
 CQ2819
 CQ2819  NAD 83(1986)-  32 27 15.83318(N)    092 25 15.34261(W) AD(       ) 1
 CQ2819  NAD 27      -  32 27 15.29670(N)    092 25 14.82822(W) AD(       ) 1
 CQ2819  NGVD 29 (07/19/86)   94.6    (m)          310.     (f) VERT ANG       
 CQ2819
 CQ2819.Superseded values are not recommended for survey control.
 CQ2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2819.See file dsdata.txt to determine how the superseded data were derived.
 CQ2819
 CQ2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR5442590951(NAD 83)
 CQ2819_MARKER: DS = TRIANGULATION STATION DISK
 CQ2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2819
 CQ2819  HISTORY     - Date     Condition        Report By
 CQ2819  HISTORY     - 1931     MONUMENTED       CGS
 CQ2819  HISTORY     - 1934     GOOD             CGS
 CQ2819  HISTORY     - 1934     GOOD             LAGS
 CQ2819  HISTORY     - 1937     GOOD             LAGS
 CQ2819  HISTORY     - 1960     GOOD             LOCENG
 CQ2819  HISTORY     - 1970     GOOD             NGS
 CQ2819
 CQ2819                          STATION DESCRIPTION
 CQ2819
 CQ2819'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CQ2819'STATION IS ABOUT 16 MILES SE OF RUSTON, 5 MILES SW OF CALHOUN,
 CQ2819'AND 4 MILES N OF EROS, ON THE N END OF A HIGH-TIMBERED RIDGE,
 CQ2819'ON LAND OWNED BY THE TREMONT LUMBER COMPANY.
 CQ2819'
 CQ2819'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2819'DISKS SET IN CONCRETE.
 CQ2819'
 CQ2819'REFERENCE MARK NO. 1 IS ON THE BROW OF THE RIDGE, 32.77 METERS
 CQ2819'(107.5 FEET) FROM STATION N 67 DEG 40 MIN E.
 CQ2819'
 CQ2819'REFERENCE MARK NO. 2 IS ABOUT 25 METERS (82 FEET) N OF A
 CQ2819'SMALL DRAW, AND 50.12 METERS (164.3 FEET) FROM STATION
 CQ2819'S 0 DEG 57 MIN W.
 CQ2819'
 CQ2819'TO REACH FROM CALHOUN GO 5.2 MILES S ON THE INDIAN VILLAGE
 CQ2819'ROAD TO FORKS, THEN LEFT 1.1 MILES ON ROAD TO EROS TO WOODS
 CQ2819'ROAD TURNING LEFT INTO HEAVY TIMBER.  FOLLOW THIS WOODS ROAD
 CQ2819'0.2 MILE TAKING LEFT FORKS, THEN TURN LEFT AND CLIMB 70 METERS
 CQ2819'(230 FEET) TO TOP OF RIDGE AND STATION, WHICH IS ABOUT 450 METERS
 CQ2819'(1,476 FEET) W OF THE LOUISIANA MERIDIAN, 60 METERS (197
 CQ2819'FEET) S OF THE N BROW AND ABOUT 30 METERS (98 FEET) W OF
 CQ2819'THE E BROW OF RIDGE.
 CQ2819
 CQ2819                          STATION RECOVERY (1934)
 CQ2819
 CQ2819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 CQ2819'STATION RECOVERED.  MARKS FOUND IN GOOD CONDITION.  STATION
 CQ2819'IS ABOUT 16 MILES SW OF RUSTON, 5 MILES SW OF CALHOUN, AND
 CQ2819'4 MILES N OF EROS, IN NE 1/4 SEC. 24, T 17 N, R 1 W, ON LAND
 CQ2819'OWNED BY TREMONT LUMBER COMPANY.
 CQ2819'
 CQ2819'STATION MARK IS A 13- BY 13-INCH CONCRETE POST WITH A STANDARD
 CQ2819'DISK CAST IN TOP, INSCRIBED VILLAGE 1931.  MARK PROJECTS
 CQ2819'APPROXIMATELY 3 INCHES ABOVE SURFACE OF GROUND.
 CQ2819'
 CQ2819'REFERENCE MARK NO. 1 IS A 13- BY 13-INCH CONCRETE POST WITH
 CQ2819'A STANDARD DISK CAST IN TOP, INSCRIBED VILLAGE, NO 1, 1931.
 CQ2819'MARK LIES APPROXIMATELY 2 INCHES BELOW SURROUNDING SURFACE
 CQ2819'OF GROUND.
 CQ2819'
 CQ2819'REFERENCE MARK NO. 2 IS A 13- BY 13-INCH CONCRETE POST WITH A
 CQ2819'STANDARD DISK CAST IN TOP, INSCRIBED VILLAGE, NO. 2, 1931.
 CQ2819'MARK PROJECTS APPROXIMATELY 2 INCHES ABOVE SURFACE OF GROUND.
 CQ2819'
 CQ2819'AZIMUTH MARK IS IN BRYAN CEMETERY, ON LAND OWNED BY C.B.
 CQ2819'BRYAN, SR.  2 FEET N OF N FENCE OF CEMETERY, 15 FEET W OF NE
 CQ2819'CORNER OF CEMETERY.  THE MARK IS A STATE SURVEY BENCH MARK, 6
 CQ2819'INCHES IN DIAMETER AND PROJECTING APPROXIMATELY 2 INCHES
 CQ2819'ABOVE SURFACE OF GROUND.
 CQ2819'
 CQ2819'REACHED FROM CALHOUN, ON U.S. HIGHWAY 80, BY TURNING S FROM
 CQ2819'HIGHWAY 0.3 MILE, THENCE RIGHT, SW, ON INDIAN VILLAGE ROAD,
 CQ2819'5.0 MILES TO FORK.  TURN LEFT, S, AND FOLLOW MAIN ROAD 1.1
 CQ2819'MILES TO A WOOD ROAD AND TURN LEFT INTO HEAVY TIMBER AT
 CQ2819'TRIANGULAR BLAZE ON PINE TREE.  FOLLOW THIS ROAD 0.15 MILE,
 CQ2819'KEEPING TO LEFT FORKS, TO TRIANGULAR BLAZE ON PINE TREE ABOUT
 CQ2819'TWO FEET IN DIAMETER.  STATION IS ON TOP OF RIDGE, 129 FEET
 CQ2819'N OF TRIANGULAR BLAZE ON PINE, 125 FEET N OF CENTER LINE OF
 CQ2819'ROAD.
 CQ2819
 CQ2819                          STATION RECOVERY (1934)
 CQ2819
 CQ2819'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1934
 CQ2819'RECOVERED AS DESCRIBED.
 CQ2819
 CQ2819                          STATION RECOVERY (1937)
 CQ2819
 CQ2819'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 CQ2819'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CQ2819'WAS CHECKED AND FOUND TO BE ADEQUATE.
 CQ2819'
 CQ2819'NO NEW REFERENCE WERE ADDED.
 CQ2819'
 CQ2819'STATION IS BEST REACHED FROM EROS, LOUISIANA.  AT THE JUNCTION
 CQ2819'OF LOUISIANA HIGHWAYS 13 AND 1303, WHICH IS 0.06 MILE E OF
 CQ2819'EROS.  GO N 3.85 MILES ALONG HIGHWAY 1303 TO A DIM WOODS
 CQ2819'ROAD LEADING IN AN EASTERLY DIRECTION, FOLLOW DIM ROAD E 0.20
 CQ2819'MILE TO TOP OF HIGH RIDGE AND STATION.
 CQ2819
 CQ2819                          STATION RECOVERY (1960)
 CQ2819
 CQ2819'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 CQ2819'RECOVERED BY UNITED PROD. CO.
 CQ2819'
 CQ2819'STATION STAMPED VILLAGE 1931 WAS FOUND IN EXCELLENT CONDITION.
 CQ2819
 CQ2819                          STATION RECOVERY (1970)
 CQ2819
 CQ2819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CQ2819'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CQ2819'AND FOUND IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 CQ2819'MARKS AND THE ANGLE BETWEEN THE REFERENCE MARKS COMPARED
 CQ2819'FAVORABLY WITH THE PREVIOUS DATA.  THE AZIMUTH MARK WAS DESTROYED
 CQ2819'BY FARM EQUIPMENT AND NO SUITABLE PLACE WAS FOUND TO ESTABLISH
 CQ2819'A NEW MARK.
 CQ2819'
 CQ2819'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CQ2819'
 CQ2819'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF RUSTON,
 CQ2819'5-1/2 MILES SOUTHWEST OF CALHOUN AND 4-1/2 MILES NORTH OF
 CQ2819'EROS, ON LAND OWNED BY THE TREMONT LUMBER COMPANY, JOYCE,
 CQ2819'LOUISIANA 71440.
 CQ2819'
 CQ2819'TO REACH THE STATION FROM THE POST OFFICE IN CALHOUN, GO
 CQ2819'EAST ON U.S. HIGHWAY 80 FOR 40 YARDS TO THE JUNCTION OF
 CQ2819'STATE HIGHWAY 151 ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY
 CQ2819'ON HIGHWAY 151 FOR 0.45 MILE TO THE JUNCTION OF STATE
 CQ2819'HIGHWAY 144 ON THE RIGHT.  BEAR RIGHT AND CONTINUE SOUTHERLY ON
 CQ2819'HIGHWAY 144 FOR 4.9 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ2819'556 ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 144 FOR 1.1
 CQ2819'MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 CQ2819'ON THE TRACK ROAD FOR 0.2 MILE TO THE CREST OF THE HILL
 CQ2819'AND THE STATION IN A SMALL CLEARING ON THE LEFT ON THE
 CQ2819'HIGHEST PART OF THE HILL.
 CQ2819'
 CQ2819'THE STATION MARK IS A STANDARD DISK STAMPED VILLAGE 1931,
 CQ2819'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CQ2819'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 111 FEET NORTH
 CQ2819'OF THE CENTER OF THE TRACK ROAD, 33.5 FEET NORTH-NORTHEAST OF A
 CQ2819'10-INCH PINE TREE, 21.5 FEET SOUTH-SOUTHWEST OF A 6-INCH PIN
 CQ2819'OAK TREE AND 14 FEET WEST-NORTHWEST OF AN 8-INCH PIN OAK TREE.
 CQ2819'
 CQ2819'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VILLAGE NO 1
 CQ2819'1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CQ2819'THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 28 FEET
 CQ2819'EAST-NORTHEAST OF AN 8-INCH PINE TREE, 16.5 FEET SOUTHWEST
 CQ2819'OF AN 8-INCH PIN OAK TREE, 8 FEET NORTHWEST OF A 6-INCH
 CQ2819'OAK TREE AND ON THE NORTHEAST SLOPE OF THE HILL.
 CQ2819'
 CQ2819'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VILLAGE NO 2
 CQ2819'1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CQ2819'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CQ2819'25 FEET NORTHWEST OF A 10-INCH PINE TREE, 52 FEET SOUTH
 CQ2819'OF THE CENTER OF THE TRACK ROAD, 21.5 FEET SOUTHEAST OF A 10-INCH
 CQ2819'PIN OAK TREE AND 11 FEET NORTH OF AN 8-INCH PIN OAK TREE.
 CQ2819'
 CQ2819'NO MEASUREMENT BETWEEN THE REFERENCE MARKS, DUE TO TREES.
 CQ2819'
 CQ2819'NOTE--THERE IS A 10 MINUTE ERROR ON REFERENCE MARK 1 ON THE 1934
 CQ2819'LIST OF DIRECTIONS, SHOULD BE 38 INSTEAD OF 48 MINUTES.
 CQ2819'
 CQ2819'HEIGHT OF LIGHT ABOVE STATION MARK 99.6 FEET.
 CQ2819'
 CQ2819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2819'4-1/2 MILES NORTH OF EROS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2839 ***********************************************************************
 AU2839  DESIGNATION -  VILLARS
 AU2839  PID         -  AU2839
 AU2839  STATE/COUNTY-  LA/JEFFERSON
 AU2839  USGS QUAD   -  BARATARIA (1973)
 AU2839
 AU2839                         *CURRENT SURVEY CONTROL
 AU2839  ___________________________________________________________________
 AU2839* NAD 83(1992)-  29 44 23.07263(N)    090 08 23.24500(W)     ADJUSTED  
 AU2839* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2839  **This station is located in a subsidence area (see below).
 AU2839  ___________________________________________________________________
 AU2839  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2839  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AU2839
 AU2839  HORZ ORDER  -  SECOND
 AU2839
 AU2839.The horizontal coordinates were established by classical geodetic methods
 AU2839.and adjusted by the National Geodetic Survey in January 1993..
 AU2839
 AU2839 ** The orthometric height has not been validated since last determined
 AU2839 ** by differential leveling and should not be used for control purposes.
 AU2839 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2839 ** area with valid NAVD 88 orthometric heights.
 AU2839 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2839 ** epoch indicated which incorporates improved geoid heights for the
 AU2839 ** Southern Louisiana Subsidence area.
 AU2839 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2839.The orthometric height was scaled from a topographic map.
 AU2839
 AU2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2839
 AU2839.The geoid height was determined by GEOID03.
 AU2839
 AU2839;                    North         East     Units Scale Factor Converg.
 AU2839;SPC LA S     -   138,020.099 1,115,450.364   MT  0.99993607   +0 35 48.4
 AU2839;SPC LA S     -   452,820.94  3,659,606.74   sFT  0.99993607   +0 35 48.4
 AU2839;UTM  15      - 3,293,374.304   776,636.345   MT  1.00054434   +1 25 11.1
 AU2839
 AU2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2839!SPC LA S     -   1.00000401  x   0.99993607  =   0.99994008
 AU2839!UTM  15      -   1.00000401  x   1.00054434  =   1.00054835
 AU2839
 AU2839|---------------------------------------------------------------------|
 AU2839| PID    Reference Object                     Distance      Geod. Az  |
 AU2839|                                                           dddmmss.s |
 AU2839| AU2838 TT 833 PLUS USGS 1932                39.176 METERS 05820     |
 AU2839| DD8213 VILLARS AZ MK                                      0705337.8 |
 AU2839| DD8214 VILLARS RM 1                         35.695 METERS 07220     |
 AU2839| DD8215 VILLARS RM 2                         60.299 METERS 25106     |
 AU2839|---------------------------------------------------------------------|
 AU2839
 AU2839                          SUPERSEDED SURVEY CONTROL
 AU2839
 AU2839  NAD 83(1986)-  29 44 23.08833(N)    090 08 23.24748(W) AD(       ) 2
 AU2839  NAD 27      -  29 44 22.33146(N)    090 08 22.97833(W) AD(       ) 2
 AU2839
 AU2839.Superseded values are not recommended for survey control.
 AU2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2839.See file dsdata.txt to determine how the superseded data were derived.
 AU2839
 AU2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN7663693374(NAD 83)
 AU2839_MARKER: DS = TRIANGULATION STATION DISK
 AU2839_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2839_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2839
 AU2839  HISTORY     - Date     Condition        Report By
 AU2839  HISTORY     - 1934     MONUMENTED       CGS
 AU2839  HISTORY     - 1934     GOOD             CGS
 AU2839  HISTORY     - 1936     GOOD             LAGS
 AU2839  HISTORY     - 1937     GOOD             LAGS
 AU2839  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 AU2839  HISTORY     - 1964     MARK NOT FOUND   USGS
 AU2839
 AU2839                          STATION DESCRIPTION
 AU2839
 AU2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AU2839'STATION IS ABOUT 17-1/2 MILES S OF THE HARVEY POST OFFICE,
 AU2839'ON THE S SHORE OF BAYOU VILLARS, ABOUT 0.3 MILE W OF STATE
 AU2839'HIGHWAY 30 ON THE W SIDE OF THE BAYOU, 250 FEET E OF A
 AU2839'LATERAL CANAL, AND 30 FEET FROM THE WATERS EDGE.
 AU2839'
 AU2839'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 AU2839'SET IN CEMENT IN THE TOP OF TILES.
 AU2839'THE STATION MARK PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 AU2839'
 AU2839'REFERENCE MARK NO. 1, IS ON THE S BANK OF THE BAYOU, ABOUT
 AU2839'360 FEET E OF THE CANAL, ABOUT 20 FEET S OF THE WATERS EDGE,
 AU2839'AND 117.11 FEET (35.70 METERS) FROM THE STATION
 AU2839'N 72 DEG 20 MIN E.
 AU2839'
 AU2839'REFERENCE MARK NO. 2 IS ON THE E SLOPE OF THE N SPOIL BANK OF
 AU2839'THE INTRACOASTAL CANAL, ABOUT 25 FEET S OF THE WATERS EDGE,
 AU2839'AND 60.299 METERS (197.83 FEET) FROM THE STATION
 AU2839'S 71 DEG 06 MIN W.  BOTH REFERENCE MARKS PROJECT 6 INCHES
 AU2839'ABOVE THE SURFACE OF THE GROUND.
 AU2839'
 AU2839'THE AZIMUTH MARK IS AT RIGHT ANGLES TO THE BAYOU, 0.2 MILE W
 AU2839'OF THE FERRY LANDING ON THE S SIDE OF THE BAYOU.  10 PACES
 AU2839'FROM THE WATERS EDGE, NW OF AN OLD MACHINE SHOP AND BOAT HOUSE,
 AU2839'5 PACES W OF A FENCE LINE, 5 PACES N OF A FENCE PARALLEL TO
 AU2839'THE BAYOU, AND APPROXIMATELY 0.25 MILE FROM THE STATION
 AU2839'N 70 DEG 54 MIN E.
 AU2839'
 AU2839'TTR 833+ (U.S.G.S.) IS 39.176 METERS (128.53 FEET) FROM THE
 AU2839'STATION N 58 DEG 20 MIN E.
 AU2839'
 AU2839'A SLATTED LIGHT AT THE ENTRANCE TO THE BAYOU ON THE LAKE
 AU2839'IS ABOUT 0.5 MILE FROM THE STATION N 85 DEG 18 MIN W.
 AU2839
 AU2839                          STATION RECOVERY (1934)
 AU2839
 AU2839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2839'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 AU2839'CONDITION AS DESCRIBED.
 AU2839'
 AU2839'REFERENCE MARK NO. 2 WAS FOUND DUG UP AND REMOVED, AS IT
 AU2839'WAS IN THE WAY OF DREDGING BY THE U.S. ENGINEERS IN THIS
 AU2839'LOCALITY.
 AU2839
 AU2839                          STATION RECOVERY (1936)
 AU2839
 AU2839'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AU2839'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK RECOVERED AS
 AU2839'DESCRIBED.
 AU2839'
 AU2839'REFERENCE MARK NO. 2 NOT RECOVERED AS IT WAS IN POINT OF
 AU2839'BAYOU THAT HAS BEEN CUT OFF.
 AU2839
 AU2839                          STATION RECOVERY (1937)
 AU2839
 AU2839'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 AU2839'STATION RECOVERED AS DESCRIBED.
 AU2839
 AU2839                          STATION RECOVERY (1956)
 AU2839
 AU2839'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 AU2839'RECOVERED BY JACK AMMANN ENGINEERS.
 AU2839'
 AU2839'STATION WAS NOT RECOVERED.
 AU2839
 AU2839                          STATION RECOVERY (1964)
 AU2839
 AU2839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 AU2839'STATION COULD NOT BE FOUND BECAUSE OF NEW CONSTRUCTION OF
 AU2839'INTERCOASTAL WATERWAY.  SPOIL BANKS IN VICINITY OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2506 ***********************************************************************
 BW2506  DESIGNATION -  VILLE
 BW2506  PID         -  BW2506
 BW2506  STATE/COUNTY-  LA/AVOYELLES
 BW2506  USGS QUAD   -  MOREAUVILLE (1996)
 BW2506
 BW2506                         *CURRENT SURVEY CONTROL
 BW2506  ___________________________________________________________________
 BW2506* NAD 83(1992)-  31 05 53.83717(N)    091 54 01.02382(W)     ADJUSTED  
 BW2506* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BW2506  ___________________________________________________________________
 BW2506  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BW2506  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BW2506
 BW2506  HORZ ORDER  -  FIRST
 BW2506
 BW2506.The horizontal coordinates were established by classical geodetic methods
 BW2506.and adjusted by the National Geodetic Survey in January 1993..
 BW2506
 BW2506.The orthometric height was scaled from a topographic map.
 BW2506
 BW2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2506
 BW2506.The geoid height was determined by GEOID03.
 BW2506
 BW2506;                    North         East     Units Scale Factor Converg.
 BW2506;SPC LA N     -    66,495.311 1,057,217.202   MT  1.00001621   +0 19 01.5
 BW2506;SPC LA N     -   218,160.03  3,468,553.44   sFT  1.00001621   +0 19 01.5
 BW2506;UTM  15      - 3,441,014.723   604,880.709   MT  0.99973568   +0 34 05.0
 BW2506
 BW2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2506!SPC LA N     -   1.00000204  x   1.00001621  =   1.00001825
 BW2506!UTM  15      -   1.00000204  x   0.99973568  =   0.99973772
 BW2506
 BW2506:                Primary Azimuth Mark                     Grid Az
 BW2506:SPC LA N     -  BORDELONVILLE CHURCH SPIRE               004 10 08.2
 BW2506:UTM  15      -  BORDELONVILLE CHURCH SPIRE               003 55 04.7
 BW2506
 BW2506|---------------------------------------------------------------------|
 BW2506| PID    Reference Object                     Distance      Geod. Az  |
 BW2506|                                                           dddmmss.s |
 BW2506| BW2507 BORDELONVILLE CHURCH SPIRE          APPROX. 0.8 KM 0042909.7 |
 BW2506| CY5792 VILLE RM                             11.320 METERS 05837     |
 BW2506|---------------------------------------------------------------------|
 BW2506
 BW2506                          SUPERSEDED SURVEY CONTROL
 BW2506
 BW2506  NAD 83(1986)-  31 05 53.85638(N)    091 54 01.01884(W) AD(       ) 1
 BW2506  NAD 27      -  31 05 53.19009(N)    091 54 00.59280(W) AD(       ) 1
 BW2506
 BW2506.Superseded values are not recommended for survey control.
 BW2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2506.See file dsdata.txt to determine how the superseded data were derived.
 BW2506
 BW2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ0488141015(NAD 83)
 BW2506_MARKER: DS = TRIANGULATION STATION DISK
 BW2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2506
 BW2506  HISTORY     - Date     Condition        Report By
 BW2506  HISTORY     - 1919     MONUMENTED       CGS
 BW2506  HISTORY     - 1935     MARK NOT FOUND   CGS
 BW2506  HISTORY     - 1957     MARK NOT FOUND   CGS
 BW2506
 BW2506                          STATION DESCRIPTION
 BW2506
 BW2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BW2506'ABOUT 1/4 MILE E OF BORDELONVILLE, 8.4 METERS (28 FEET) N OF
 BW2506'CENTER LINE OF LOUISIANA RAILWAY AND NAVIGATION COMPANY TRACKS,
 BW2506'ON PROLONGATION OF N RAIL TANGENT FROM E.
 BW2506'
 BW2506'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2506'DISKS SET IN CONCRETE.
 BW2506'
 BW2506'REFERENCE MARK IS 11.320 METERS (37.14 FEET) FROM STATION
 BW2506'N 58 DEG 36 MIN E.
 BW2506
 BW2506                          STATION RECOVERY (1935)
 BW2506
 BW2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BW2506'STATION SEARCHED FOR BUT NOT RECOVERED.  IT IS THOUGHT THAT THE
 BW2506'REMOVAL OF THE RAILROAD LINE AND THE LEVELING OF GROUND WITH A
 BW2506'STEAM SHOVEL DESTROYED BOTH STATION AND REFERENCE MARKS.
 BW2506
 BW2506                          STATION RECOVERY (1957)
 BW2506
 BW2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 BW2506'STATION MARK AND REFERENCE MARK NOT RECOVERED AFTER A THOROUGH
 BW2506'SEARCH.  THEY ARE BELIEVED TO HAVE BEEN DESTROYED AS REPORTED
 BW2506'IN THE RECOVERY NOTE OF E.R.M. IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3050 ***********************************************************************
 BK3050  DESIGNATION -  VILLE
 BK3050  PID         -  BK3050
 BK3050  STATE/COUNTY-  LA/BEAUREGARD
 BK3050  USGS QUAD   -  KERNAN (1986)
 BK3050
 BK3050                         *CURRENT SURVEY CONTROL
 BK3050  ___________________________________________________________________
 BK3050* NAD 83(1992)-  30 36 21.76315(N)    093 21 56.98039(W)     ADJUSTED  
 BK3050* NAVD 88     -        42.7    (meters)     140.     (feet)  VERTCON   
 BK3050  ___________________________________________________________________
 BK3050  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BK3050  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3050
 BK3050  HORZ ORDER  -  SECOND
 BK3050
 BK3050.The horizontal coordinates were established by classical geodetic methods
 BK3050.and adjusted by the National Geodetic Survey in January 1993..
 BK3050
 BK3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3050
 BK3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3050
 BK3050.The geoid height was determined by GEOID03.
 BK3050
 BK3050;                    North         East     Units Scale Factor Converg.
 BK3050;SPC LA S     -   235,175.849   805,108.552   MT  0.99998136   -1 00 58.6
 BK3050;SPC LA S     -   771,572.76  2,641,426.97   sFT  0.99998136   -1 00 58.6
 BK3050;UTM  15      - 3,386,000.188   464,932.989   MT  0.99961517   -0 11 10.5
 BK3050
 BK3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3050!SPC LA S     -   0.99999758  x   0.99998136  =   0.99997894
 BK3050!UTM  15      -   0.99999758  x   0.99961517  =   0.99961275
 BK3050
 BK3050|---------------------------------------------------------------------|
 BK3050| PID    Reference Object                     Distance      Geod. Az  |
 BK3050|                                                           dddmmss.s |
 BK3050| CV8556 VILLE RM 1                           15.666 METERS 24421     |
 BK3050| CV8555 VILLE AZ MK                                        2735803.5 |
 BK3050| BK3051 VILLE LDH 1974 RM 2                   6.617 METERS 30612     |
 BK3050|---------------------------------------------------------------------|
 BK3050
 BK3050                          SUPERSEDED SURVEY CONTROL
 BK3050
 BK3050  NAD 83(1986)-  30 36 21.78280(N)    093 21 56.97243(W) AD(       ) 2
 BK3050  NAD 27      -  30 36 21.07608(N)    093 21 56.37989(W) AD(       ) 2
 BK3050  NGVD 29 (07/19/86)   42.7    (m)          140.     (f) VERT ANG       
 BK3050
 BK3050.Superseded values are not recommended for survey control.
 BK3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3050.See file dsdata.txt to determine how the superseded data were derived.
 BK3050
 BK3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6493386000(NAD 83)
 BK3050_MARKER: DD = SURVEY DISK
 BK3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3050
 BK3050  HISTORY     - Date     Condition        Report By
 BK3050  HISTORY     - 1974     MONUMENTED       LADH
 BK3050
 BK3050                          STATION DESCRIPTION
 BK3050
 BK3050'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK3050'THE STATION IS LOCATED 8 MILES WEST OF LONGVILLE, 5 MILES SOUTHEAST
 BK3050'OF SINGER AND 9 MILES NORTHWEST OF GORDON, IN THE SOUTHWEST QUARTER
 BK3050'OF SECTION 26, T5S, R11W, AND ON THE PROPERTY OWNED BY THE
 BK3050'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK3050'
 BK3050'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 171 AND
 BK3050'STATE HIGHWAY 110 IN LONGVILLE, DRIVE WEST ALONG STATE HIGHWAY 110
 BK3050'FOR 8 MILES.  THE MARK IS SET ON THE LEFT AND SOUTH OF THE HIGHWAY
 BK3050'NEAR A FENCE AND A GATE.
 BK3050'
 BK3050'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 BK3050'HIGHWAY 110 FOR 0.2 MILE.  THE MARK IS SET ON THE RIGHT AND NORTH
 BK3050'OF THE HIGHWAY NEAR A FENCE.
 BK3050'
 BK3050'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3050'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3050'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK3050'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BK3050'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK3050'STAMPED VILLE 1974.  THE MARK IS 140 FEET EAST OF THE CENTER OF
 BK3050'A GRAVEL ROAD, 118 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 BK3050'110, 61 FEET EAST-NORTHEAST OF THE CENTER OF A FIELD
 BK3050'GATE, 25 FEET NORTH OF A FENCE, 15 FEET SOUTHEAST OF A 12 INCH
 BK3050'PINE TREE AND 2 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BK3050'
 BK3050'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3050'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3050'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK3050'STAMPED VILLE RM 1 1974.  IT IS 145 FEET SOUTH OF THE CENTER OF
 BK3050'STATE HIGHWAY 110, 96 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD,
 BK3050'15.5 FEET SOUTHWEST OF AN 8 INCH PINE TREE, 11 FEET EAST OF THE
 BK3050'CENTER OF A FIELD GATE AND 2.5 FEET NORTH OF A FENCE.
 BK3050'
 BK3050'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3050'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3050'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK3050'STAMPED VILLE RM 2 1974.  THE MARK IS 119 FEET WEST OF THE CENTER
 BK3050'OF A GRAVEL ROAD, 110 FEET SOUTH OF THE CENTER OF STATE
 BK3050'HIGHWAY 110, 54 FEET NORTHEAST OF THE CENTER OF A FIELD GATE, 38
 BK3050'FEET NORTH OF A FENCE, AND 10.5 FEET WEST OF A 12 INCH PINE
 BK3050'TREE.
 BK3050'
 BK3050'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3050'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK3050'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK3050'STAMPED VILLE AZ. MK. 1974.  IT IS 33.5 FEET EAST OF A 12 INCH PINE
 BK3050'TREE, 32 FEET NORTH OF THE CENTER OF STATE HIGHWAY 110, 3 FEET
 BK3050'SOUTH OF A FENCE, 4.5 FEET NORTH OF A 14 INCH PINE TREE AND 2 FEET
 BK3050'WEST OF A METAL WITNESS POST AND SIGN.
 BK3050'
 BK3050'NEAREST TOWN--LONGVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0032 ***********************************************************************
 BK0032  DESIGNATION -  VILLE PLATTE MAG RM 1
 BK0032  PID         -  BK0032
 BK0032  STATE/COUNTY-  LA/EVANGELINE
 BK0032  USGS QUAD   -  VILLE PLATTE (1983)
 BK0032
 BK0032                         *CURRENT SURVEY CONTROL
 BK0032  ___________________________________________________________________
 BK0032* NAD 83(1986)-  30 41 09.     (N)    092 16 22.     (W)     SCALED    
 BK0032* NAVD 88     -        22.62   (+/-2cm)      74.2    (feet)  VERTCON   
 BK0032  ___________________________________________________________________
 BK0032  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK0032
 BK0032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0032
 BK0032.The horizontal coordinates were scaled from a topographic map and have
 BK0032.an estimated accuracy of +/- 6 seconds.
 BK0032
 BK0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0032.The vertical order pertains to the NGVD 29 superseded value.
 BK0032
 BK0032.The geoid height was determined by GEOID03.
 BK0032
 BK0032;                    North         East    Units  Estimated Accuracy
 BK0032;SPC LA S     -   242,660.      909,990.      MT  (+/- 180 meters Scaled)
 BK0032
 BK0032                          SUPERSEDED SURVEY CONTROL
 BK0032
 BK0032  NGVD 29 (??/??/??)   22.582  (m)           74.09   (f) ADJUSTED    2 0
 BK0032
 BK0032.Superseded values are not recommended for survey control.
 BK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0032.See file dsdata.txt to determine how the superseded data were derived.
 BK0032
 BK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP696950(NAD 83)
 BK0032_MARKER: DR = REFERENCE MARK DISK
 BK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0032_STAMPING: VILLA PLATTE MAGNETIC NO. 1 1935
 BK0032_MARK LOGO: CGS   
 BK0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0032+STABILITY: SURFACE MOTION
 BK0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0032+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1996
 BK0032
 BK0032  HISTORY     - Date     Condition        Report By
 BK0032  HISTORY     - 1935     MONUMENTED       CGS
 BK0032  HISTORY     - 1961     GOOD             CGS
 BK0032  HISTORY     - 19960304 GOOD             LADTD
 BK0032
 BK0032                          STATION DESCRIPTION
 BK0032
 BK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0032'0.4 MI SE FROM VILLE PLATTE.
 BK0032'ABOUT 0.25 MILE SOUTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0032'STATION AT VILLE PLATTE, THENCE 0.15 MILE EAST ALONG COTTON STREET,
 BK0032'273 FEET NORTH OF THE CENTER LINE OF THE STREET, 45 FEET SOUTH OF THE
 BK0032'CENTER LINE OF A DRIVEWAY TO A CEMETERY, 29 1/2 FEET WEST OF THE
 BK0032'CENTER LINE OF S. CHATAIGNIER STREET, 4 FEET EAST OF THE EAST END OF
 BK0032'THE PAULA RUTH LA CAZE TOMB, 2 1/2 FEET WEST OF THE EAST FENCE OF THE
 BK0032'CEMETERY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 BK0032'BELOW THE GROUND.
 BK0032
 BK0032                          STATION RECOVERY (1996)
 BK0032
 BK0032'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BK0032'THE STATION IS LOCATED IN VILLE PLATTE, ON THE EAST SIDE OF THE
 BK0032'LEEVIEUX CIMETIERE, THE OLD VILLE PLATTE CEMETERY.  OWNERSHIP--CITY OF
 BK0032'VILLE PLATTE. THE STATION IS 273.0 FT (83.2 M) NORTH FROM THE CENTER
 BK0032'OF COTTON STREET, 46.0 FT (14.0 M) SOUTH FROM THE CENTER OF A DRIVEWAY
 BK0032'INTO THE CEMETERY, 28.5 FT (8.7 M) WEST FROM FROM THE CENTER OF SOUTH
 BK0032'CHATAIGNIER STREET, 3.0 FT (0.9 M) NORTH FROM THE NORTHEAST CORNER OF
 BK0032'THE CORA DUBUISSON GRAVESITE, 2.5 FT (0.8 M) WEST FROM THE EAST FENCE
 BK0032'AROUND THE CEMETERY, AT THE FOOT OF BILL OGE GRAVESITE, RECESSED 4
 BK0032'INCHES BELOW THE GROUND SURFACE AND ABOUT 3.0 FT (0.9 M) ABOVE THE
 BK0032'LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2646 ***********************************************************************
 BK2646  DESIGNATION -  VILLE PLATTE MAGNETIC 2
 BK2646  PID         -  BK2646
 BK2646  STATE/COUNTY-  LA/EVANGELINE
 BK2646  USGS QUAD   -  VILLE PLATTE (1983)
 BK2646
 BK2646                         *CURRENT SURVEY CONTROL
 BK2646  ___________________________________________________________________
 BK2646* NAD 83(1992)-  30 41 07.76406(N)    092 16 27.80182(W)     ADJUSTED  
 BK2646* NAVD 88     -        23.15   (+/-2cm)      76.0    (feet)  VERTCON   
 BK2646  ___________________________________________________________________
 BK2646  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2646  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK2646
 BK2646  HORZ ORDER  -  SECOND
 BK2646  VERT ORDER  -  THIRD ? (See Below)
 BK2646
 BK2646.The horizontal coordinates were established by classical geodetic methods
 BK2646.and adjusted by the National Geodetic Survey in January 1993..
 BK2646
 BK2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2646.The vertical order pertains to the NGVD 29 superseded value.
 BK2646
 BK2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2646
 BK2646.The geoid height was determined by GEOID03.
 BK2646
 BK2646;                    North         East     Units Scale Factor Converg.
 BK2646;SPC LA S     -   242,625.041   909,832.809   MT  0.99999695   -0 28 13.9
 BK2646;SPC LA S     -   796,012.32  2,985,009.81   sFT  0.99999695   -0 28 13.9
 BK2646;UTM  15      - 3,394,971.765   569,498.387   MT  0.99965958   +0 22 13.1
 BK2646
 BK2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2646!SPC LA S     -   1.00000064  x   0.99999695  =   0.99999759
 BK2646!UTM  15      -   1.00000064  x   0.99965958  =   0.99966022
 BK2646
 BK2646|---------------------------------------------------------------------|
 BK2646| PID    Reference Object                     Distance      Geod. Az  |
 BK2646|                                                           dddmmss.s |
 BK2646| BK0033 VILLE PLATTE MAGNETIC STA           168.359 METERS 07050     |
 BK2646| BK2640 GRAND PRAIRIE                       APPROX.12.2 KM 0900445.6 |
 BK2646| CW1595 VILLE PLATTE MAGNETIC 2 RM 3         42.712 METERS 11615     |
 BK2646| BK2647 VILLE PLATTE RAD STA KVPI MAST      APPROX. 3.8 KM 2841921.1 |
 BK2646| CS7278 VILLE PLATTE MAG 2 RM 5              32.967 METERS 31039     |
 BK2646| BK2643 VILLE PLATTE WATER TANK             132.371 METERS 33822     |
 BK2646| CW1596 VILLE PLATTE MAGNETIC 2 RM 4         34.322 METERS 33915     |
 BK2646|---------------------------------------------------------------------|
 BK2646
 BK2646                          SUPERSEDED SURVEY CONTROL
 BK2646
 BK2646  NAD 83(1986)-  30 41 07.78402(N)    092 16 27.79570(W) AD(       ) 2
 BK2646  NAD 27      -  30 41 07.07702(N)    092 16 27.34724(W) AD(       ) 2
 BK2646  NGVD 29 (07/19/86)   23.12   (m)           75.9    (f) LEVELING    3  
 BK2646
 BK2646.Superseded values are not recommended for survey control.
 BK2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2646.See file dsdata.txt to determine how the superseded data were derived.
 BK2646
 BK2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6949894972(NAD 83)
 BK2646_MARKER: DS = TRIANGULATION STATION DISK
 BK2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2646_STAMPING: VILLE PLATTE MAGNETIC 2
 BK2646_MARK LOGO: CGS   
 BK2646_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2646+STABILITY: SURFACE MOTION
 BK2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2646+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1982
 BK2646
 BK2646  HISTORY     - Date     Condition        Report By
 BK2646  HISTORY     - 1969     MONUMENTED       CGS
 BK2646  HISTORY     - 19820101 GOOD             NGS
 BK2646
 BK2646                          STATION DESCRIPTION
 BK2646
 BK2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2646'STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF VILLE PLATTE,
 BK2646'NEAR THE JUNCTION OF EAST COTTON STREET AND SOUTHEAST RAILROAD
 BK2646'AVENUE, ON A VACANT LOT THAT IS THE PROPERTY OF MR. CLABERT LUES
 BK2646'AND MR. JAYNOR SOILEAU.
 BK2646'
 BK2646'TO REACH THE STATION FROM THE POST OFFICE IN VILLE PLATTE, GO
 BK2646'SOUTHEAST ON U.S. HIGHWAY 167 (MAIN STREET) FOR 0.4 MILE TO A
 BK2646'RAILROAD CROSSING, CROSS RAILROAD TRACKS AND TURN RIGHT ON
 BK2646'SOUTHEAST RAILROAD AVENUE AND GO SOUTHWEST FOR 0.2 MILE TO THE
 BK2646'JUNCTION OF SOUTHEAST RAILROAD AVENUE AND COTTON STREET AND
 BK2646'STATION AS DESCRIBED.
 BK2646'
 BK2646'STATION MARK IS A STANDARD DISK, STAMPED VILLE PLATTE MAGNETIC
 BK2646'2 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK2646'THAT IS FLUSH.  IT IS 148 FEET SOUTHEAST OF THE INTERSECTION OF
 BK2646'SOUTHEAST RAILROAD AVENUE AND EAST COTTON STREET, 73.5 FEET NORTH
 BK2646'OF AN 18-INCH SYCAMORE TREE AND 32 FEET SOUTH OF THE CENTERLINE
 BK2646'OF EAST COTTON STREET.
 BK2646'
 BK2646'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED VILLE PLATTE
 BK2646'MAGNETIC 2 NO 3 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BK2646'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 33 FEET NORTHEAST OF
 BK2646'THE NORTHEAST CORNER OF A FRAME HOUSE, 18.5 FEET SOUTH OF THE
 BK2646'CENTERLINE OF EAST COTTON STREET AND 9 FEET WEST OF A POWERLINE
 BK2646'POLE.
 BK2646'
 BK2646'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED VILLE PLATTE
 BK2646'MAGNETIC 2 NO 4 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BK2646'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 56 FEET NORTHEAST OF THE
 BK2646'INTERSECTION OF SOUTHEAST RAILROAD AVENUE AND EAST COTTON STREET,
 BK2646'24 FEET EAST OF A 34-INCH TREE AND 21.5 FEET NORTH OF THE
 BK2646'CENTERLINE OF EAST COTTON STREET.
 BK2646'
 BK2646'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BK2646'
 BK2646'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY TRAFFIC
 BK2646'ON STREET.
 BK2646'
 BK2646'HEIGHT OF LIGHT ABOVE STATION MARK 34.40 METERS.
 BK2646
 BK2646                          STATION RECOVERY (1982)
 BK2646
 BK2646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJT)
 BK2646'THE STATION MARK, RM 3, RM 4 AND WATER TANK FINIAL WERE RECOVERED IN
 BK2646'GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE TO RECOVER THE
 BK2646'STATION.  DUE TO REQUEST OF CUSTODIAN OF CEMETERY, RM 4 WAS DESTROYED
 BK2646'AND A NEW RM 5 WAS ESTABLISHED ON THIS DAY.
 BK2646' 
 BK2646'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--VILLE PLATTE 2
 BK2646'1969 RM 5 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0
 BK2646'INCHES OR 30.5 CM IN DIAMETER FLUSH WITH GROUND LOCATED 28.0 FT (8.53
 BK2646'M) E FROM CENTER OF RAILROAD STREET, 27.0 FT (8.23 M) S FROM CENTER OF
 BK2646'COTTON STREET, 11.5 FT (3.51 M) S FROM A CATCH BASIN, AND 9.7 FT (2.96
 BK2646'M) SW FROM A POWER POLE WITH A FIRE ALARM BOX ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2647 ***********************************************************************
 BK2647  DESIGNATION -  VILLE PLATTE RAD STA KVPI MAST
 BK2647  PID         -  BK2647
 BK2647  STATE/COUNTY-  LA/EVANGELINE
 BK2647  USGS QUAD   -  VILLE PLATTE (1983)
 BK2647
 BK2647                         *CURRENT SURVEY CONTROL
 BK2647  ___________________________________________________________________
 BK2647* NAD 83(1992)-  30 41 38.12683(N)    092 18 45.50494(W)     ADJUSTED  
 BK2647* NAVD 88     -                                                        
 BK2647  ___________________________________________________________________
 BK2647  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BK2647  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2647
 BK2647  HORZ ORDER  -  THIRD
 BK2647
 BK2647.The horizontal coordinates were established by classical geodetic methods
 BK2647.and adjusted by the National Geodetic Survey in January 1993..
 BK2647
 BK2647
 BK2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2647
 BK2647.The geoid height was determined by GEOID03.
 BK2647
 BK2647;                    North         East     Units Scale Factor Converg.
 BK2647;SPC LA S     -   243,590.754   906,175.885   MT  0.99999871   -0 29 22.8
 BK2647;SPC LA S     -   799,180.67  2,973,012.05   sFT  0.99999871   -0 29 22.8
 BK2647;UTM  15      - 3,395,883.407   565,828.940   MT  0.99965346   +0 21 03.2
 BK2647
 BK2647                          SUPERSEDED SURVEY CONTROL
 BK2647
 BK2647  NAD 83(1986)-  30 41 38.14686(N)    092 18 45.49875(W) AD(       ) 4
 BK2647  NAD 27      -  30 41 37.43767(N)    092 18 45.04180(W) AD(       ) 3
 BK2647
 BK2647.Superseded values are not recommended for survey control.
 BK2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2647.See file dsdata.txt to determine how the superseded data were derived.
 BK2647
 BK2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6582995883(NAD 83)
 BK2647_MARKER: 42 = RADIO/TV MAST
 BK2647
 BK2647  HISTORY     - Date     Condition        Report By
 BK2647  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2647
 BK2647                          STATION DESCRIPTION
 BK2647
 BK2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2647'THE RED LIGHT ON TOP OF THE RADIO STATION MAST OF THE CITY OF
 BK2647'VILLE PLATTE.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN
 BK2647'CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND
 BK2647'IS ABOUT 250 FEET TALL.  IT IS LOCATED ABOUT 3 MILES WEST OF THE
 BK2647'CENTER OF VILLE PLATTE, 0.3 MILE SOUTH ON STATE HIGHWAY 3097 FROM
 BK2647'THE JUNCTION OF STATE HIGHWAYS 10 AND 3097 AND 250 FEET WEST OF
 BK2647'THE CENTER OF HIGHWAY 3097.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2643 ***********************************************************************
 BK2643  DESIGNATION -  VILLE PLATTE WATER TANK
 BK2643  PID         -  BK2643
 BK2643  STATE/COUNTY-  LA/EVANGELINE
 BK2643  USGS QUAD   -  VILLE PLATTE (1983)
 BK2643
 BK2643                         *CURRENT SURVEY CONTROL
 BK2643  ___________________________________________________________________
 BK2643* NAD 83(1992)-  30 41 11.75985(N)    092 16 29.63483(W)     ADJUSTED  
 BK2643* NAVD 88     -                                                        
 BK2643  ___________________________________________________________________
 BK2643  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BK2643  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK2643
 BK2643  HORZ ORDER  -  THIRD
 BK2643
 BK2643.The horizontal coordinates were established by classical geodetic methods
 BK2643.and adjusted by the National Geodetic Survey in January 1993..
 BK2643
 BK2643
 BK2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2643
 BK2643.The geoid height was determined by GEOID03.
 BK2643
 BK2643;                    North         East     Units Scale Factor Converg.
 BK2643;SPC LA S     -   242,748.489   909,785.036   MT  0.99999718   -0 28 14.9
 BK2643;SPC LA S     -   796,417.33  2,984,853.07   sFT  0.99999718   -0 28 14.9
 BK2643;UTM  15      - 3,395,094.458   569,448.823   MT  0.99965950   +0 22 12.2
 BK2643
 BK2643                          SUPERSEDED SURVEY CONTROL
 BK2643
 BK2643  NAD 83(1986)-  30 41 11.77982(N)    092 16 29.62874(W) AD(       ) 4
 BK2643  NAD 27      -  30 41 11.07217(N)    092 16 29.17931(W) AD(       ) 3
 BK2643
 BK2643.Superseded values are not recommended for survey control.
 BK2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2643.See file dsdata.txt to determine how the superseded data were derived.
 BK2643
 BK2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6944995094(NAD 83)
 BK2643_MARKER: 53 = ELEVATED TANK
 BK2643
 BK2643  HISTORY     - Date     Condition        Report By
 BK2643  HISTORY     - 1934     FIRST OBSERVED   CGS
 BK2643  HISTORY     - 1960     GOOD             CGS
 BK2643
 BK2643                          STATION DESCRIPTION
 BK2643
 BK2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BK2643'THE STATION IS THE BLACK MUNICIPAL TANK IN THE CENTRAL PART
 BK2643'OF THE TOWN OF VILLE PLATTE, ABOUT 50 FEET E OF THE CENTER
 BK2643'LINE OF WEST RAILROAD AVENUE, ABOUT 45 FEET W OF THE W RAIL
 BK2643'OF THE TEXAS AND PACIFIC RAILWAY, AND ABOUT 240 FEET N OF THE
 BK2643'CENTER LINE OF CANAL STREET.  THE TANK, ERECTED IN 1914, HAS
 BK2643'FOUR TRUSSWORK LEGS ABOUT 100 FEET HIGH.  THE OVAL SECTION
 BK2643'EXTENDS DOWNWARD ABOUT 12 FEET.  THE VERTICAL SECTION IS ABOUT
 BK2643'25 FEET HIGH WITH A CATWALK AND RAIL AROUND ITS BASE.  THE
 BK2643'CONICAL TOP, ABOUT 4 FEET HIGH, HAS A SHORT STUBBY FINIAL
 BK2643'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
 BK2643
 BK2643                          STATION RECOVERY (1960)
 BK2643
 BK2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2643'THE STATION WAS VISITED 11-17-59 AND FOUND IN GOOD CONDITION.
 BK2643'
 BK2643'THE STATION IS LOCATED IN THETOWN OF VILLE PLATTE ON RAILROAD
 BK2643'AVENUE ABOUT MIDWAY BETWEEN THE EXTENSION OF COTTONAND MAGNOLIA
 BK2643'STREETS, 240 FEET NORTH OF THE CENTER OF COTTON STREET, 45
 BK2643'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 50 FEET
 BK2643'EAST OF THE CENTER OF RAILROAD AVENUE.  IT IS A FOUR LEGGED
 BK2643'STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP.  IT IS ABOUT
 BK2643'130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3069 ***********************************************************************
 AU3069  DESIGNATION -  VILLETTE 2
 AU3069  PID         -  AU3069
 AU3069  STATE/COUNTY-  LA/TERREBONNE
 AU3069  USGS QUAD   -  CENTRAL ISLES DERNIE (1994)
 AU3069
 AU3069                         *CURRENT SURVEY CONTROL
 AU3069  ___________________________________________________________________
 AU3069* NAD 83(1992)-  29 05 49.41916(N)    090 47 17.50059(W)     ADJUSTED  
 AU3069* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AU3069  ___________________________________________________________________
 AU3069  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3069  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AU3069
 AU3069  HORZ ORDER  -  SECOND
 AU3069
 AU3069.The horizontal coordinates were established by classical geodetic methods
 AU3069.and adjusted by the National Geodetic Survey in January 1993..
 AU3069
 AU3069.The orthometric height was scaled from a topographic map.
 AU3069
 AU3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3069
 AU3069.The geoid height was determined by GEOID03.
 AU3069
 AU3069;                    North         East     Units Scale Factor Converg.
 AU3069;SPC LA S     -    66,309.779 1,053,070.432   MT  1.00004915   +0 16 21.3
 AU3069;SPC LA S     -   217,551.33  3,454,948.58   sFT  1.00004915   +0 16 21.3
 AU3069;UTM  15      - 3,220,760.291   715,256.515   MT  1.00017181   +1 04 33.6
 AU3069
 AU3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3069!SPC LA S     -   1.00000380  x   1.00004915  =   1.00005295
 AU3069!UTM  15      -   1.00000380  x   1.00017181  =   1.00017561
 AU3069
 AU3069:                Primary Azimuth Mark                     Grid Az
 AU3069:SPC LA S     -  BODWIN                                   072 14 17.5
 AU3069:UTM  15      -  BODWIN                                   071 26 05.2
 AU3069
 AU3069|---------------------------------------------------------------------|
 AU3069| PID    Reference Object                     Distance      Geod. Az  |
 AU3069|                                                           dddmmss.s |
 AU3069| AU3057 BODWIN                              APPROX. 7.4 KM 0723038.8 |
 AU3069| DD8216 VILLETTE 2 RM 1 OLD                  28.705 METERS 11617     |
 AU3069| DD8217 VILLETTE 2 RM 1                      19.010 METERS 25700     |
 AU3069| DD8218 VILLETTE 2 RM 2                      19.740 METERS 33821     |
 AU3069|---------------------------------------------------------------------|
 AU3069
 AU3069                          SUPERSEDED SURVEY CONTROL
 AU3069
 AU3069  NAD 83(1986)-  29 05 49.44057(N)    090 47 17.51136(W) AD(       ) 2
 AU3069  NAD 27      -  29 05 48.60300(N)    090 47 17.16600(W) AD(       ) 2
 AU3069
 AU3069.Superseded values are not recommended for survey control.
 AU3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3069.See file dsdata.txt to determine how the superseded data were derived.
 AU3069
 AU3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1525720760(NAD 83)
 AU3069_MARKER: DS = TRIANGULATION STATION DISK
 AU3069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3069_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3069
 AU3069  HISTORY     - Date     Condition        Report By
 AU3069  HISTORY     - 1928     MONUMENTED       CGS
 AU3069  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3069  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU3069
 AU3069                          STATION DESCRIPTION
 AU3069
 AU3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3069'STATION IS ABOUT 26 MILES W OF TIMBALIER LIGHT, IN THE NW CORNER
 AU3069'OF LAKE PELTO, ON THE MAIN ISLAND BETWEEN LAKE PELTO AND PELICAN
 AU3069'LAKE, ABOUT 3 MILES N OF WHISKEY PASS, ABOUT 3/4 MILE S OF
 AU3069'CALIFORNIA POINT, ABOUT 1/4 MILE S OF FLAT BAYOU AND 30 METERS
 AU3069'(100 FEET) INSHORE.
 AU3069'
 AU3069'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AU3069'IN CONCRETE IN THE TOP OF TILES.
 AU3069'
 AU3069'THE STATION MARK IS THE OLD REFERENCE MARK NO. 2 FOR STATION
 AU3069'VILLETTE, AND IS RE-MARKED TO BE THE STATION MARK FOR VILLETTE 2.
 AU3069'
 AU3069'REFERENCE MARK NO. 1 IS 19.01 METERS (62.4 FEET) FROM THE STATION
 AU3069'S 77 DEG 00 MIN W.
 AU3069'
 AU3069'REFERENCE MARK NO. 2 IS 19.74 METERS (64.8 FEET) FROM THE STATION
 AU3069'N 21 DEG 38 MIN W.
 AU3069'
 AU3069'OLD REFERENCE MARK NO. 1 FOR VILLETTE, IS 28.71 METERS (94.2 FEET)
 AU3069'FROM THE STATION S 63 DEG 43 MIN E.
 AU3069
 AU3069                          STATION RECOVERY (1952)
 AU3069
 AU3069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3069'STATION AND REFERENCE MARKS ARE LOST THROUGH EROSION OF THE
 AU3069'SHORELINE.
 AU3069
 AU3069                          STATION RECOVERY (1965)
 AU3069
 AU3069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU3069'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND,
 AU3069'AND ARE BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0296 ***********************************************************************
 BK0296  DESIGNATION -  VINCENT
 BK0296  PID         -  BK0296
 BK0296  STATE/COUNTY-  LA/VERMILION
 BK0296  USGS QUAD   -  KAPLAN NORTH (1983)
 BK0296
 BK0296                         *CURRENT SURVEY CONTROL
 BK0296  ___________________________________________________________________
 BK0296* NAD 83(1992)-  30 00 24.54833(N)    092 19 49.26483(W)     ADJUSTED  
 BK0296* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK0296  **This station is located in a subsidence area (see below).
 BK0296  ___________________________________________________________________
 BK0296  X           -    -224,768.769 (meters)                     COMP
 BK0296  Y           -  -5,523,287.214 (meters)                     COMP
 BK0296  Z           -   3,171,016.865 (meters)                     COMP
 BK0296  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BK0296  ELLIP HEIGHT-         -22.95  (meters)          (01/21/93) GPS OBS
 BK0296  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BK0296  DYNAMIC HT  -           4.0   (meters)      13.    (feet)  COMP
 BK0296  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 BK0296
 BK0296  HORZ ORDER  -  FIRST
 BK0296  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0296  ELLP ORDER  -  FOURTH    CLASS II
 BK0296
 BK0296.The horizontal coordinates were established by classical geodetic methods
 BK0296.and adjusted by the National Geodetic Survey in January 1993..
 BK0296
 BK0296 ** The orthometric height has not been validated since last determined
 BK0296 ** by differential leveling and should not be used for control purposes.
 BK0296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0296 ** area with valid NAVD 88 orthometric heights.
 BK0296 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0296 ** epoch indicated which incorporates improved geoid heights for the
 BK0296 ** Southern Louisiana Subsidence area.
 BK0296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0296.The orthometric height was scaled from a topographic map.
 BK0296.The vertical order pertains to the NGVD 29 superseded value.
 BK0296
 BK0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0296
 BK0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0296
 BK0296.The ellipsoidal height was determined by GPS observations
 BK0296.and is referenced to NAD 83.
 BK0296
 BK0296.The geoid height was determined by GEOID03.
 BK0296
 BK0296.The dynamic height is computed by dividing the NAVD 88
 BK0296.geopotential number by the normal gravity value computed on the
 BK0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0296.degrees latitude (g = 980.6199 gals.).
 BK0296
 BK0296.The modeled gravity was interpolated from observed gravity values.
 BK0296
 BK0296;                    North         East     Units Scale Factor Converg.
 BK0296;SPC LA S     -   167,440.700   903,816.374   MT  0.99992575   -0 29 54.7
 BK0296;SPC LA S     -   549,345.03  2,965,270.89   sFT  0.99992575   -0 29 54.7
 BK0296;UTM  15      - 3,319,729.698   564,582.388   MT  0.99965146   +0 20 05.7
 BK0296
 BK0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0296!SPC LA S     -   1.00000360  x   0.99992575  =   0.99992935
 BK0296!UTM  15      -   1.00000360  x   0.99965146  =   0.99965506
 BK0296
 BK0296:                Primary Azimuth Mark                     Grid Az
 BK0296:SPC LA S     -  KAPLAN CABLE TV MAST                     060 49 56.1
 BK0296:UTM  15      -  KAPLAN CABLE TV MAST                     059 59 55.7
 BK0296
 BK0296|---------------------------------------------------------------------|
 BK0296| PID    Reference Object                     Distance      Geod. Az  |
 BK0296|                                                           dddmmss.s |
 BK0296| BK2806 KAPLAN CABLE TV MAST                APPROX. 4.7 KM 0602001.4 |
 BK0296| BK0297 VINCENT RM 4                         21.883 METERS 07716     |
 BK0296| BK2191 VINCENT RM 1                                       08925     |
 BK0296| BK2303 VINCENT RM 6                                       0895904.1 |
 BK0296| BK2809 KAPLAN MUNICIPAL TANK 1974          APPROX. 3.1 KM 0910054.6 |
 BK0296| BK2804 KAPLAN MUNICIPAL TANK               APPROX. 4.5 KM 0981725.9 |
 BK0296| AV0672 KAPLAN LIBERTY RICE TANK            APPROX. 4.2 KM 1043055.1 |
 BK0296| AV0673 KAPLAN RICE MILL STACK              APPROX. 3.9 KM 1051614.0 |
 BK0296| BK2188 VINCENT RM 2                         28.639 METERS 20308     |
 BK0296| CW1597 VINCENT RM 3                         41.800 METERS 27439     |
 BK0296| BK0298 VINCENT RM 5                         29.670 METERS 27732     |
 BK0296| BK2893 GUEYDAN CATHOLIC CH STEEPLE         APPROX.17.0 KM 2773529.5 |
 BK0296| BK2811 VINCENT 1931 A PT 1974                6.341 METERS 30442     |
 BK0296| BK2810 KAPLAN TV STA KATC MAST             APPROX. 5.7 KM 3164012.0 |
 BK0296| BK2812 CROWLEY MUTUAL RICE CO TANK         APPROX.22.5 KM 3480639.6 |
 BK0296| BK2789 CROWLEY LOUISIANA RICE CO TANK      APPROX.22.6 KM 3491441.3 |
 BK0296| BK2782 CROWLEY STANDARD RICE CO TANK       APPROX.23.1 KM 3532822.3 |
 BK0296|---------------------------------------------------------------------|
 BK0296
 BK0296                          SUPERSEDED SURVEY CONTROL
 BK0296
 BK0296  NAD 83(1986)-  30 00 24.56842(N)    092 19 49.25864(W) AD(       ) 1
 BK0296  NAD 27      -  30 00 23.82600(N)    092 19 48.79100(W) AD(       ) 1
 BK0296  NGVD 29 (??/??/??)    3.991  (m)           13.09   (f) ADJUSTED    1 2
 BK0296
 BK0296.Superseded values are not recommended for survey control.
 BK0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0296.See file dsdata.txt to determine how the superseded data were derived.
 BK0296
 BK0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6458219730(NAD 83)
 BK0296_MARKER: DS = TRIANGULATION STATION DISK
 BK0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0296_SP_SET: SQUARE CONCRETE MONUMENT
 BK0296_STAMPING: VINCENT 1931
 BK0296_MARK LOGO: CGS   
 BK0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0296+STABILITY: SURFACE MOTION
 BK0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0296+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BK0296
 BK0296  HISTORY     - Date     Condition        Report By
 BK0296  HISTORY     - 1931     MONUMENTED       CGS
 BK0296  HISTORY     - 1934     GOOD             CGS
 BK0296  HISTORY     - 1940     GOOD             LAGS
 BK0296  HISTORY     - 1948     GOOD             CGS
 BK0296  HISTORY     - 1955     MARK NOT FOUND   USGS
 BK0296  HISTORY     - 1965     GOOD             CGS
 BK0296  HISTORY     - 1965     GOOD             CGS
 BK0296  HISTORY     - 1966     GOOD             CGS
 BK0296  HISTORY     - 1974     GOOD             NGS
 BK0296  HISTORY     - 1974     GOOD             NGS
 BK0296  HISTORY     - 1978     GOOD             LADTD
 BK0296  HISTORY     - 1982     GOOD             NGS
 BK0296  HISTORY     - 19910130 GOOD             NOS
 BK0296  HISTORY     - 19910909 GOOD             USPSQD
 BK0296  HISTORY     - 20060502 GOOD             NGS
 BK0296
 BK0296                          STATION DESCRIPTION
 BK0296
 BK0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK0296'STATION IS ABOUT 2-3/4 MILES W OF THE TOWN OF KAPLAN IN S
 BK0296'SIDE OF PASTURE OWNED BY VINCENT BROTHERS.
 BK0296'
 BK0296'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK0296'DISKS SET IN CONCRETE.
 BK0296'
 BK0296'UPPER MARK IS FLUSH WITH SURFACE.
 BK0296'
 BK0296'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND IS NEAR A
 BK0296'T-INTERSECTION IN THE ROADS ABOUT 1/4 MILE E OF STORE AND
 BK0296'LANE TO VINCENT BROTHERS HOUSE, NEAR FENCE CORNER IN EXTREME
 BK0296'SE CORNER OF CULTIVATED FIELD, 116.8 FEET N OF N RAIL OF
 BK0296'RAILROAD TRACK, 39.5 FEET N OF CENTER LINE OF ROUTE 25, 26.5
 BK0296'FEET W OF SIDE ROAD, 3.5 FEET N OF W OF FENCE CORNER, AND
 BK0296'APPROXIMATELY 0.2 MILE FROM STATION N 89 DEG 25 MIN E.
 BK0296'
 BK0296'REFERENCE MARK NO. 2 PROJECTS 12 INCHES, AND IS IN THE
 BK0296'RIGHT-OF-WAY OF THE SOUTHERN PACIFIC RAILROAD, 1 FOOT S OF
 BK0296'A WIRE FENCE LINE BETWEEN RAILROAD AND ROUTE 25, ABOUT 800
 BK0296'FEET S OF VINCENT BROTHERS HOUSE, 100 FEET E OF STORE, 46.7
 BK0296'FEET N OF N RAIL OF RAILROAD TRACK, 31 FEET S OF CENTER LINE
 BK0296'OF ROAD AND 93.96 FEET FROM STATION S 23 DEG 08 MIN W.
 BK0296'
 BK0296'THE FOLLOWING BEARINGS ARE FROM THE STATION--KAPLAN MUNICIPAL TANK,
 BK0296'S 81 DEG 42 MIN E.  KAPLAN, KAPLAN RICE COMPANY, TANK,
 BK0296'S 74 DEG 31 MIN E.
 BK0296'
 BK0296'REACHED FROM KAPLAN BY GRAVEL ROAD (ROUTE 25).  THE STATION
 BK0296'IS 53 FEET N OF CENTER LINE OF GRAVEL ROAD, ABOUT 750 FEET S
 BK0296'OF VINCENT BROTHERS HOUSE, 132.3 FEET N OF N RAIL OF SOUTHERN
 BK0296'PACIFIC COMPANYS SINGLE TRACK, 150 FEET E OF SMALL STORE, 16
 BK0296'FEET N OF WIRE FENCE MARKING N SIDE OF RIGHT-OF-WAY OF ROAD,
 BK0296'109.8 FEET E OF PROPERTY LINE FENCE, AND 35 FEET W OF CENTER
 BK0296'LINE OF LANE TO VINCENT BROTHERS HOUSE.
 BK0296
 BK0296                          STATION RECOVERY (1934)
 BK0296
 BK0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 BK0296'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION, WITH
 BK0296'THE EXCEPTION OF REFERENCE MARK NO. 1, ONE SIDE OF WHICH
 BK0296'HAS BEEN EXPOSED BY DITCHING OPERATIONS ALONG THE ROAD.
 BK0296'
 BK0296'SIGNAL FOUNDATION HOLES ARE STILL VISIBLE.
 BK0296
 BK0296                          STATION RECOVERY (1940)
 BK0296
 BK0296'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1940
 BK0296'STATION IS 0.20 MILE W OF GRAVEL ROAD RUNNING N-S CROSSING
 BK0296'LOUISIANA HIGHWAY 25.  GRAVEL ROAD IS 1ST GRAVEL ROAD W OF
 BK0296'CONCRETE BRIDGE, CONCRETE BRIDGE IS 2.2 MILES W OF KAPLAN
 BK0296'RAILROAD STATION, (BRIDGE MARKED 1935) 53.0 FEET N OF CENTER
 BK0296'LINE OF STATE HIGHWAY 25.  132.3 FEET N OF N RAIL OF SOUTHERN
 BK0296'PACIFIC RAILROAD (SINGLE TRACK).  35.0 FEET W OF CENTER LINE
 BK0296'OF LANE LEADING TO VINCENT BROTHERS HOUSE.  212.8 FEET W OF
 BK0296'1ST POLE (POWER LINE) W OF POLE MARKED LK012.
 BK0296'
 BK0296'REFERENCE MARK NO. 1 WAS RE-SET AND IS A STANDARD BRONZE
 BK0296'DISK SET IN CONCRETE, 374.3 METERS OR 1228.045 FEET FROM
 BK0296'STATION S 83 DEG 06 MIN E.  IT IS 119.9
 BK0296'FEET S OF CENTER LINE OF STATE HIGHWAY 25.  35.7 FEET S OF
 BK0296'S RAIL OF SOUTHERN PACIFIC RAILROAD (SINGLE TRACK).  32.3
 BK0296'FEET W OF GRAVEL ROAD RUNNING N-S.  108.3 FEET E OF 1ST
 BK0296'TELEPHONE POLE W OF GRAVEL ROAD RUNNING N-S (TELEPHONE POLE
 BK0296'HAS LARGE NUMBER 33 NAILED ON IT).
 BK0296'
 BK0296'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.
 BK0296
 BK0296                          STATION RECOVERY (1948)
 BK0296
 BK0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 BK0296'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 IS
 BK0296'DESTROYED.  THE MARK WAS FOUND WITH THE TOP BROKEN OFF.  R.M.
 BK0296'3 WAS ESTABLISHED.  DISTANCE AND DIRECTION TO R.M. 2 WERE
 BK0296'CHECKED AND FOUND TO BE CORRECT.  ORIGINAL DESCRIPTION IS
 BK0296'INADEQUATE.  COMPLETE NEW DESCRIPTION IS AS FOLLOWS--
 BK0296'
 BK0296'STATION IS 2.6 MILES W OF KAPLAN ON N SIDE OF STATE HIGHWAY
 BK0296'25, 38 FEET W OF LANE LEADING N TO VINCENT RESIDENCE, 53 FEET
 BK0296'N OF CENTER LINE OF PAVEMENT OF HIGHWAY 25, AND 17 FEET S
 BK0296'OF AN E-W FENCE.  STATION MARK IS STAMPED VINCENT 1931 AND IS
 BK0296'FLUSH WITH SURFACE.
 BK0296'
 BK0296'REFERENCE MARK 2 IS ON SOUTHERN PACIFIC R.R. PROPERTY LINE,
 BK0296'46.7 FEET N OF N RAIL OF TRACK, 33 FEET S OF CENTER LINE OF
 BK0296'HIGHWAY 25.  IT IS STAMPED VINCENT NO 2 1931 AND PROJECTS
 BK0296'10 INCHES ABOVE THE SURFACE.  (THE FENCE MENTIONED IN THE
 BK0296'ORIGINAL DESCRIPTION NO LONGER EXISTS.)
 BK0296'
 BK0296'REFERENCE MARK 3 IS 67 FEET N OF THE CENTER LINE OF HIGHWAY
 BK0296'25, IN E-W FENCE, AND 26 FEET W OF N-S FENCE LINE.  IT IS
 BK0296'A BRONZE REFERENCE DISK SET IN CONCRETE AND IS STAMPED VINCENT
 BK0296'1931 NO 3.
 BK0296'
 BK0296'A NEW AZIMUTH MARK WAS NOT ESTABLISHED AS THERE ARE EXISTING
 BK0296'TANKS IN KAPLAN WHICH WILL SERVE THEREFORE.
 BK0296'
 BK0296'TO REACH THE STATION FROM THE INTERSECTION OF FIRST STREET
 BK0296'(STATE HIGHWAY 25) AND CUSHING AVENUE (STATE HIGHWAY 26)
 BK0296'IN KAPLAN, GO W 2.4 MILES ON HIGHWAY 25 TO A CROSS ROAD,
 BK0296'CONTINUE W 0.25 MILE TO A LANE LEADING N TO VINCENTS RESIDENCE
 BK0296'AND THE STATION SITE.
 BK0296'
 BK0296'A POWER LINE POLE NEAR THE STATION IS ON LINE TO TANK, KAPLAN
 BK0296'RICE CO., 1931.
 BK0296
 BK0296                          STATION RECOVERY (1955)
 BK0296
 BK0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BK0296'STATION PROBABLY DESTROYED WHEN HIGHWAY WAS WIDENED AND PAVED.
 BK0296
 BK0296                          STATION RECOVERY (1965)
 BK0296
 BK0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BK0296'THE STATION MARK, STAMPED VINCENT 1931, IS ABOUT 2.85 MILES
 BK0296'WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE RAILROAD
 BK0296'STATION IN KAPLAN, IN FRACTIONAL SECTION 11, T 12 S, R 1 E,
 BK0296'132 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 50 FEET
 BK0296'NORTH OF THE CENTER LINE OF STATE HIGHWAY 14, 17 FEET SOUTH
 BK0296'OF A FENCE, 209 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BK0296'HOUSE BELONGING TO MR. RODNEY RICHARD, 123 FEET EAST OF THE
 BK0296'CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO THE HOUSE, 41
 BK0296'FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO AN
 BK0296'OLD BARN, 16.8 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT
 BK0296'LEVEL WITH THE HIGHWAY, SET IN TOP OF A CONCRETE POST SET
 BK0296'12 INCHES BELOW THE SURFACE OF THE GROUND.
 BK0296'
 BK0296'REFERENCE MARK 2, STAMPED VINCENT NO 2 1931, WAS FOUND ON
 BK0296'TOP OF THE GROUND.  THE MARK WAS DESTROYED AND THE DISK RECOVERED.
 BK0296'
 BK0296'REFERENCE MARK 3 WAS THROUGHLY SEARCHED FOR BUT IT WAS NOT
 BK0296'RECOVERED.
 BK0296
 BK0296                          STATION RECOVERY (1965)
 BK0296
 BK0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BK0296'2.85 MI W FROM KAPLAN.
 BK0296'ABOUT 2.85 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0296'RAILROAD STATION IN KAPLAN, IN FRACTIONAL SECTION 11, T 12 S, R 1 E,
 BK0296'132 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 50 FEET NORTH OF THE
 BK0296'CENTER LINE OF STATE HIGHWAY 14, 17 FEET SOUTH OF A FENCE, 209 FEET
 BK0296'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE BELONGING TO MR. RODNEY
 BK0296'RICHARD, 123 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 BK0296'LEADING TO THE HOUSE, 41 FEET WEST OF THE CENTER LINE OF A PRIVATE
 BK0296'ROAD LEADING TO AN OLD BARN, 16.8 FEET SOUTH OF A WOODEN WITNESS POST,
 BK0296'ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST SET 12
 BK0296'INCHES BELOW THE SURFACE OF THE GROUND.
 BK0296
 BK0296                          STATION RECOVERY (1966)
 BK0296
 BK0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BK0296'THE STATION WAS VISITED 8-8-66 AND THE STATION MARK WAS
 BK0296'FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 1, 2 AND 3 WERE
 BK0296'FOUND DESTROYED.  REFERENCE MARKS NO. 4 AND 5 WERE ESTABLISHED
 BK0296'AT THIS DATE.  NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE,
 BK0296'DUE TO THE TANKS VISIBLE IN KAPLAN.  A NEW DESCRIPTION FOLLOWS.
 BK0296'
 BK0296'THE STATION IS LOCATED 2.6 MILES WEST ALONG STATE HIGHWAY
 BK0296'14 FROM ITS INTERSECTION WITH STATE HIGHWAY 35 AT KAPLAN, ON
 BK0296'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 14, 132 FEET N. OF THE N.
 BK0296'RAIL OF THE TRACKS PARALLELING THE HIGHWAY, 50 FEET N. OF THE
 BK0296'CENTER OF THE HIGHWAY, 123 FEET E. OF THE CENTER OF THE DRIVEWAY
 BK0296'LEADING TO MR. RODNEY RICHARDS HOUSE, 209 FEET SE OF THE SE
 BK0296'CORNER OF THE HOUSE, 41 FEET W. OF A FIELD ROAD LEADING NORTH,
 BK0296'16.8 FEET S., OF A WOODEN POST WITH A WITNESS SIGN.  IT IS A
 BK0296'STANDARD DISK STAMPED VINCENT 1931, 12-INCHES BELOW THE
 BK0296'SURFACE OF THE GROUND.
 BK0296'
 BK0296'REFERENCE MARK NO. 4 IS 71.97 FEET ENE OF THE STATION, 64
 BK0296'FEET N OF THE CENTER OF THE HIGHWAY, 38 FEET E OF THE CENTER
 BK0296'OF A FIELD ROAD LEADING NORTH TO AN OLD BARN, 2 FEET S. OF
 BK0296'A FENCE LINE AND 1 FOOT W. OF A METAL WITNESS POST.  IT IS
 BK0296'A STANDARD DISK, STAMPED VINCENT 1931 NO 4 1966, PROJECTING
 BK0296'4 INCHES.
 BK0296'
 BK0296'REFERENCE MARK NO. 5 IS 97.32 FEET WNW OF THE STATION, 64
 BK0296'FEET NW OF THE CENTER OF THE HIGHWAY, 13 FEET W. OF A FENCE
 BK0296'CORNER, 28 FEET E. OF THE CENTER OF A DRIVEWAY TO RODNEY
 BK0296'RICHARD HOUSE, 1.5 FEET S. OF A FENCE LINE, 1 FOOT E. OF A
 BK0296'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED VINCENT
 BK0296'1931 NO 5 1966, PROJECTING 6 INCHES.
 BK0296'
 BK0296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BK0296'14 AND 25 IN KAPLAN, GO WEST ON STATE HIGHWAY 14 FOR 2.6 MILES
 BK0296'TO THE STATION ON THE RIGHT.
 BK0296'
 BK0296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.6 MILES
 BK0296'WEST OF KAPLAN
 BK0296
 BK0296                          STATION RECOVERY (1974)
 BK0296
 BK0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK0296'THE STATION, REFERENCE MARKS 4 AND 5 WERE RECOVERED AS DESCRIBED
 BK0296'IN A 1966 RECOVERY NOTE.  THE DISTANCE TO REFERENCE MARK 4
 BK0296'AND 5 CHECKED.  THE DIRECTION TO REFERENCE MARK 5 CHECKED
 BK0296'BUT THE DIRECTION TO REFERENCE MARK 4 WAS MISSED BY 01 MINUTE
 BK0296'AND 04.0 SECONDS.  A REFERENCE MARK 6 WAS ESTABLISHED AT THIS
 BK0296'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BK0296'
 BK0296'STATION IS ABOUT 2-1/2 MILES WEST OF KAPLAN, ALONG THE NORTH
 BK0296'SIDE OF STATE HIGHWAY 14 AND ON THE HIGHWAY RIGHT-OF-WAY.
 BK0296'
 BK0296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 BK0296'AND 35 IN KAPLAN, GO WEST ON HIGHWAY 14 FOR 1.5 MILES TO THE
 BK0296'JUNCTION OF STATE HIGHWAY 13.  CONTINUE WEST ON HIGHWAY 14
 BK0296'FOR 0.7 MILES TO A BRIDGE AND REFERENCE MARK 6 IN THE SOUTHWEST
 BK0296'CORNER OF IT AS DESCRIBED.  CONTINUE WEST ON HIGHWAY 14 FOR
 BK0296'0.6 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BK0296'
 BK0296'STATION MARK, STAMPED VINCENT 1931, IS A STANDARD DISK SET
 BK0296'IN A SQUARE CONCRETE POST WHICH IS ABOUT 8 INCHES BELOW THE
 BK0296'GROUND SURFACE.  IT IS 208 FEET SOUTHEAST OF THE SOUTHEAST
 BK0296'CORNER OF A HOUSE, 125 FEET EAST OF CENTER OF A DRIVEWAY
 BK0296'LEADING TO THE HOUSE, 47.5 FEET NORTH OF CENTER OF HIGHWAY
 BK0296'14, 37.5 FEET WEST OF CENTER OF A FIELD ROAD AND 17 FEET SOUTH
 BK0296'OF A FENCE LINE AND WITNESS POST.  (THE 1931 DESCRIPTION
 BK0296'STATES THAT THERE IS AN UNDERGROUND MARK).
 BK0296'
 BK0296'REFERENCE MARK 4, STAMPED VINCENT 1931 NO 4 1966, IS A STANDARD
 BK0296'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4
 BK0296'INCHES.  IT IS 64 FEET NORTH OF CENTER OF HIGHWAY 14, 28.5
 BK0296'FEET EAST OF CENTER OF THE FIELD ROAD, 2 FEET SOUTH OF A
 BK0296'FENCE LINE AND 1 FOOT WEST OF A METAL WITNESS POST.
 BK0296'
 BK0296'REFERENCE MARK 5, STAMPED VINCENT 1931 NO 5 1966, IS A STANDARD
 BK0296'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 5
 BK0296'INCHES.  IT IS 154 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 BK0296'HOUSE, 64 FEET NORTH OF CENTER OF HIGHWAY 14, 29 FEET EAST
 BK0296'OF CENTER OF THE DRIVEWAY LEADING TO THE HOUSE, 1.3 FEET
 BK0296'SOUTH OF A FENCE LINE AND 1.2 FEET EAST OF A METAL WITNESS
 BK0296'POST.
 BK0296'
 BK0296'REFERENCE MARK 6, STAMPED VINCENT 1931 NO 6 1974, IS A STANDARD
 BK0296'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE CURB AT THE
 BK0296'SOUTHWEST CORNER OF A BRIDGE.  IT IS 65 FEET NORTH OF THE
 BK0296'NORTH RAIL OF A RAILROAD TRACK AND 16.5 FEET SOUTH OF CENTER
 BK0296'OF HIGHWAY 14.
 BK0296'
 BK0296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BK0296'WEST OF KAPLAN
 BK0296'
 BK0296'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BK0296
 BK0296                          STATION RECOVERY (1974)
 BK0296
 BK0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0296'RECOVERED IN GOOD CONDITION.
 BK0296
 BK0296                          STATION RECOVERY (1978)
 BK0296
 BK0296'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BK0296'RECOVERED IN GOOD CONDITION.
 BK0296
 BK0296                          STATION RECOVERY (1982)
 BK0296
 BK0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0296'RECOVERED IN GOOD CONDITION, CHANGE THE TO REACH TO READ--4.6 KM
 BK0296'(2.85 MILES) WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 BK0296'CUSHING AVENUE (STATE HIGHWAY 35) IN KAPLAN TO THE MARK ON THE RIGHT.
 BK0296
 BK0296                          STATION RECOVERY (1991)
 BK0296
 BK0296'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 BK0296'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF LA. HIGHWAY 14
 BK0296'WEST OF KAPLAN AND EAST OF GUEYDAN.
 BK0296'TO REACH THE STATION FROM THE INTERSECTION OF LA.HWY 14 AD HWY 35 IN
 BK0296'KAPLAN GO WEST ON LA. HWY 14 FOR 2.85 MILES TO THE STATION ON RIGHT.
 BK0296'THE STATION IS A STANDARD BRONZE CGS TRIANGULATION DISK
 BK0296'STAMPED---VINCENT 1931--- SET IN A CONCRETE MONUMENT. IT IS 37.5 M
 BK0296'(123.03 FT) EAST OF THE CENTERLINE OF A DRIVEWAY LEADING TO A BRICK
 BK0296'HOUSE, 12.5 M (41.01 FT) WEST OF THE CENTERLINE OF A FIELD ROAD,
 BK0296'15.24 M (50.00 FT) NORTH OF THE CENTERLINE OF HIGHWAY 14,IT IS ALSO
 BK0296'29.67 M (97.34 FT) EAST SOUTHEAST OF RM5 AND 21.88 M (71.78 FT) WEST
 BK0296'SOUTHWEST OF RM 4.
 BK0296'DESCRIBED PBW
 BK0296
 BK0296                          STATION RECOVERY (1991)
 BK0296
 BK0296'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0296'RECOVERED IN GOOD CONDITION.
 BK0296
 BK0296                          STATION RECOVERY (2006)
 BK0296
 BK0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK0296'0.7 METERS WEST OF AN I BOLT.
 BK0296'0.2 METERS NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6160 ***********************************************************************
 AH6160  DESIGNATION -  VINCENT
 AH6160  PID         -  AH6160
 AH6160  STATE/COUNTY-  LA/TERREBONNE
 AH6160  USGS QUAD   -  BOURG (1974)
 AH6160
 AH6160                         *CURRENT SURVEY CONTROL
 AH6160  ___________________________________________________________________
 AH6160* NAD 83(1992)-  29 30 15.46018(N)    090 34 54.49204(W)     ADJUSTED  
 AH6160* NAVD 88     -         1.1  **(meters)       4.   **(feet)  GPS OBS   
 AH6160  **This station is located in a subsidence area (see below).
 AH6160  ___________________________________________________________________
 AH6160  X           -     -56,411.747 (meters)                     COMP
 AH6160  Y           -  -5,555,217.127 (meters)                     COMP
 AH6160  Z           -   3,122,657.171 (meters)                     COMP
 AH6160  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6160  ELLIP HEIGHT-         -24.08  (meters)          (02/21/02) GPS OBS
 AH6160  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AH6160
 AH6160  HORZ ORDER  -  FIRST
 AH6160  ELLP ORDER  -  FIFTH     CLASS I
 AH6160
 AH6160.The horizontal coordinates were established by GPS observations
 AH6160.and adjusted by the National Geodetic Survey in December 1998..
 AH6160
 AH6160 ** The orthometric height has not been validated since last determined
 AH6160 ** by differential leveling and should not be used for control purposes.
 AH6160 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6160 ** area with valid NAVD 88 orthometric heights.
 AH6160 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6160 ** epoch indicated which incorporates improved geoid heights for the
 AH6160 ** Southern Louisiana Subsidence area.
 AH6160 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6160.The orthometric height was determined by GPS observations and a
 AH6160.high-resolution geoid model.
 AH6160
 AH6160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6160
 AH6160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6160
 AH6160.The ellipsoidal height was determined by GPS observations
 AH6160.and is referenced to NAD 83.
 AH6160
 AH6160.The geoid height was determined by GEOID03.
 AH6160
 AH6160;                    North         East     Units Scale Factor Converg.
 AH6160;SPC LA S     -   111,560.655 1,072,866.781   MT  0.99996304   +0 22 32.8
 AH6160;SPC LA S     -   366,011.92  3,519,897.10   sFT  0.99996304   +0 22 32.8
 AH6160;UTM  15      - 3,266,296.403   734,415.960   MT  1.00027809   +1 11 29.3
 AH6160
 AH6160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6160!SPC LA S     -   1.00000378  x   0.99996304  =   0.99996682
 AH6160!UTM  15      -   1.00000378  x   1.00027809  =   1.00028187
 AH6160
 AH6160                          SUPERSEDED SURVEY CONTROL
 AH6160
 AH6160  ELLIP H (12/17/98)  -24.05   (m)                       GP(       ) 4 2
 AH6160
 AH6160.Superseded values are not recommended for survey control.
 AH6160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6160.See file dsdata.txt to determine how the superseded data were derived.
 AH6160
 AH6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN3441666296(NAD 83)
 AH6160_MARKER: I = METAL ROD
 AH6160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6160_STAMPING: VINCENT
 AH6160_MARK LOGO: LA-109
 AH6160_PROJECTION: RECESSED 10 CENTIMETERS
 AH6160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6160+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6160_ROD/PIPE-DEPTH: 18.3 meters
 AH6160_SLEEVE-DEPTH  :  0.9 meters
 AH6160
 AH6160  HISTORY     - Date     Condition        Report By
 AH6160  HISTORY     - 1995     MONUMENTED       MPHI
 AH6160
 AH6160                          STATION DESCRIPTION
 AH6160
 AH6160'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6160'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TRAVEL SOUTH ON HWY
 AH6160'24 FOR 5.6 MI (9.0 KM) TO JUNCTION WITH HWY 56.  TRAVEL SOUTH ON HWY
 AH6160'56 FOR 6.00 MI (9.66 KM) AND THE STATION IS ON THE LEFT.  THE STATION
 AH6160'IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 23.8
 AH6160'FT (7.3 M) NORTHEAST FROM THE CENTERLINE OF HWY 56, 20.0 FT (6.1 M)
 AH6160'NORTHWEST FROM THE PROJECTED CENTERLINE OF VINCENT STREET, 54.8 FT
 AH6160'(16.7 M) NORTHEAST FROM THE FIRE HYDRANT, 15.6 FT (4.8 M) NORTHWEST
 AH6160'FROM THE CENTERLINE OF THE TELEPHONE PED.NO.243, 21.0 FT (6.4 M)
 AH6160'NORTHWEST FROM THE POWER POLE NO.243, AND 57.0 FT (17.4 M) SOUTHWEST
 AH6160'FROM THE WATERS EDGE OF BAYOU PETITE CAILLOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0297 ***********************************************************************
 BK0297  DESIGNATION -  VINCENT RM 4
 BK0297  PID         -  BK0297
 BK0297  STATE/COUNTY-  LA/VERMILION
 BK0297  USGS QUAD   -  KAPLAN NORTH (1983)
 BK0297
 BK0297                         *CURRENT SURVEY CONTROL
 BK0297  ___________________________________________________________________
 BK0297* NAD 83(1992)-  30 00 24.70493(N)    092 19 48.46837(W)     ADJUSTED  
 BK0297* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK0297  **This station is located in a subsidence area (see below).
 BK0297  ___________________________________________________________________
 BK0297  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BK0297  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BK0297  DYNAMIC HT  -           4.3   (meters)      14.    (feet)  COMP
 BK0297  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 BK0297
 BK0297  HORZ ORDER  -  SECOND
 BK0297  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0297
 BK0297.The horizontal coordinates were established by classical geodetic methods
 BK0297.and adjusted by the National Geodetic Survey in January 1993..
 BK0297
 BK0297 ** The orthometric height has not been validated since last determined
 BK0297 ** by differential leveling and should not be used for control purposes.
 BK0297 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0297 ** area with valid NAVD 88 orthometric heights.
 BK0297 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0297 ** epoch indicated which incorporates improved geoid heights for the
 BK0297 ** Southern Louisiana Subsidence area.
 BK0297 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0297.The orthometric height was scaled from a topographic map.
 BK0297.The vertical order pertains to the NGVD 29 superseded value.
 BK0297
 BK0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0297
 BK0297.The geoid height was determined by GEOID03.
 BK0297
 BK0297.The dynamic height is computed by dividing the NAVD 88
 BK0297.geopotential number by the normal gravity value computed on the
 BK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0297.degrees latitude (g = 980.6199 gals.).
 BK0297
 BK0297.The modeled gravity was interpolated from observed gravity values.
 BK0297
 BK0297;                    North         East     Units Scale Factor Converg.
 BK0297;SPC LA S     -   167,445.335   903,837.759   MT  0.99992575   -0 29 54.3
 BK0297;SPC LA S     -   549,360.24  2,965,341.05   sFT  0.99992575   -0 29 54.3
 BK0297;UTM  15      - 3,319,734.643   564,603.697   MT  0.99965149   +0 20 06.1
 BK0297
 BK0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0297!SPC LA S     -   1.00000355  x   0.99992575  =   0.99992930
 BK0297!UTM  15      -   1.00000355  x   0.99965149  =   0.99965504
 BK0297
 BK0297                          SUPERSEDED SURVEY CONTROL
 BK0297
 BK0297  NAD 83(1986)-  30 00 24.72502(N)    092 19 48.46219(W) AD(       ) 2
 BK0297  NGVD 29 (??/??/??)    4.309  (m)           14.14   (f) ADJUSTED    1 2
 BK0297
 BK0297.Superseded values are not recommended for survey control.
 BK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0297.See file dsdata.txt to determine how the superseded data were derived.
 BK0297
 BK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6460419735(NAD 83)
 BK0297_MARKER: DR = REFERENCE MARK DISK
 BK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0297_SP_SET: CONCRETE POST
 BK0297_STAMPING: VINCENT 1931 NO 4 1966
 BK0297_MARK LOGO: CGS   
 BK0297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0297+STABILITY: SURFACE MOTION
 BK0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0297+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 BK0297
 BK0297  HISTORY     - Date     Condition        Report By
 BK0297  HISTORY     - 1966     MONUMENTED       CGS
 BK0297  HISTORY     - 1974     GOOD             NGS
 BK0297  HISTORY     - 1978     GOOD             LADTD
 BK0297  HISTORY     - 1982     GOOD             NGS
 BK0297  HISTORY     - 19910201 GOOD             NOS
 BK0297  HISTORY     - 19910909 GOOD             USPSQD
 BK0297
 BK0297                          STATION DESCRIPTION
 BK0297
 BK0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK0297'2.6 MI W FROM KAPLAN.
 BK0297'LOCATED 2.6 MILES WEST ALONG STATE HIGHWAY 14 FROM ITS JUNCTION WITH
 BK0297'STATE HIGHWAY 25 AT KAPLAN, ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY
 BK0297'14, 71.97 FEET EAST-NORTHEAST OF TRIANGULATION STATION VINCENT 1931 64
 BK0297'FEET NORTH OF THE CENTER OF THE HIGHWAY, 28 FEET EAST OF THE CENTER OF
 BK0297'A FIELD ROAD LEADING NORTH TO AN OLD BARN, 2 FEET SOUTH OF A FENCE
 BK0297'LINE, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 BK0297'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BK0297
 BK0297                          STATION RECOVERY (1974)
 BK0297
 BK0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0297'RECOVERED IN GOOD CONDITION.
 BK0297
 BK0297                          STATION RECOVERY (1978)
 BK0297
 BK0297'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BK0297'RECOVERED IN GOOD CONDITION.
 BK0297
 BK0297                          STATION RECOVERY (1982)
 BK0297
 BK0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0297'RECOVERED IN GOOD CONDITION, CHANGE THE TO REACH TO READ--4.6 KM
 BK0297'(2.85 MILES) WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 BK0297'CUSHING AVENUE (STATE HIGHWAY 35) IN KAPLAN TO THE MARK ON THE RIGHT.
 BK0297
 BK0297                          STATION RECOVERY (1991)
 BK0297
 BK0297'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 BK0297'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF HIGHWAY
 BK0297'14, WEST OF KAPLAN, AND EAST OF GUEYDAN.
 BK0297'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 14 AND 35
 BK0297'IN KAPLAN, GO WEST ON HIGHWAY 14 FOR 2.85 MI (4.59 KM) TO STATION ON
 BK0297'RIGHT.
 BK0297'RM 4 IS A STANDARD USCGS REFERENCE MARK DISK STAMPED ---VINCENT
 BK0297'1931 NO 4 1966---.  THE T IS UPSIDE DOWN.  THE DISK IS SET IN A
 BK0297'ROUND CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.33 FT) .  IT IS 19.5 M
 BK0297'(63.98 FT) NORTH OF THE CENTERLINE OF HIGHWAY 14, 11.6 M (38.06 FT)
 BK0297'EAST OF THE CENTERLINE OF FIELD ROAD LEADING THROUGH THE LOCKED GATE
 BK0297'TO A CATTLE SHED IN PASTURE, AND 0.6 M (1.97 FT) SOUTH OF A WIRE
 BK0297'FENCE.  IT IS ALSO 50.77 M (166.57 FT) WEST OF RM 5, AND 21.88 M
 BK0297'(71.78 FT) ENE OF STATION VINCENT.
 BK0297'DESCRIBED BY P.B. WALBOLT.
 BK0297
 BK0297                          STATION RECOVERY (1991)
 BK0297
 BK0297'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0298 ***********************************************************************
 BK0298  DESIGNATION -  VINCENT RM 5
 BK0298  PID         -  BK0298
 BK0298  STATE/COUNTY-  LA/VERMILION
 BK0298  USGS QUAD   -  KAPLAN NORTH (1983)
 BK0298
 BK0298                         *CURRENT SURVEY CONTROL
 BK0298  ___________________________________________________________________
 BK0298* NAD 83(1992)-  30 00 24.67460(N)    092 19 50.36238(W)     ADJUSTED  
 BK0298* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK0298  **This station is located in a subsidence area (see below).
 BK0298  ___________________________________________________________________
 BK0298  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BK0298  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BK0298  DYNAMIC HT  -           4.3   (meters)      14.    (feet)  COMP
 BK0298  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 BK0298
 BK0298  HORZ ORDER  -  SECOND
 BK0298  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK0298
 BK0298.The horizontal coordinates were established by classical geodetic methods
 BK0298.and adjusted by the National Geodetic Survey in January 1993..
 BK0298
 BK0298 ** The orthometric height has not been validated since last determined
 BK0298 ** by differential leveling and should not be used for control purposes.
 BK0298 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0298 ** area with valid NAVD 88 orthometric heights.
 BK0298 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0298 ** epoch indicated which incorporates improved geoid heights for the
 BK0298 ** Southern Louisiana Subsidence area.
 BK0298 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0298.The orthometric height was scaled from a topographic map.
 BK0298.The vertical order pertains to the NGVD 29 superseded value.
 BK0298
 BK0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0298
 BK0298.The geoid height was determined by GEOID03.
 BK0298
 BK0298.The dynamic height is computed by dividing the NAVD 88
 BK0298.geopotential number by the normal gravity value computed on the
 BK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0298.degrees latitude (g = 980.6199 gals.).
 BK0298
 BK0298.The modeled gravity was interpolated from observed gravity values.
 BK0298
 BK0298;                    North         East     Units Scale Factor Converg.
 BK0298;SPC LA S     -   167,444.843   903,786.997   MT  0.99992575   -0 29 55.2
 BK0298;SPC LA S     -   549,358.62  2,965,174.51   sFT  0.99992575   -0 29 55.2
 BK0298;UTM  15      - 3,319,733.413   564,552.962   MT  0.99965141   +0 20 05.1
 BK0298
 BK0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0298!SPC LA S     -   1.00000356  x   0.99992575  =   0.99992931
 BK0298!UTM  15      -   1.00000356  x   0.99965141  =   0.99965497
 BK0298
 BK0298                          SUPERSEDED SURVEY CONTROL
 BK0298
 BK0298  NAD 83(1986)-  30 00 24.69479(N)    092 19 50.35618(W) AD(       ) 2
 BK0298  NGVD 29 (??/??/??)    4.269  (m)           14.01   (f) ADJUSTED    1 2
 BK0298
 BK0298.Superseded values are not recommended for survey control.
 BK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0298.See file dsdata.txt to determine how the superseded data were derived.
 BK0298
 BK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6455319733(NAD 83)
 BK0298_MARKER: DR = REFERENCE MARK DISK
 BK0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0298_SP_SET: CONCRETE POST
 BK0298_STAMPING: VINCENT 1931 NO 5 1966
 BK0298_MARK LOGO: CGS   
 BK0298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0298+STABILITY: SURFACE MOTION
 BK0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0298+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 BK0298
 BK0298  HISTORY     - Date     Condition        Report By
 BK0298  HISTORY     - 1966     MONUMENTED       CGS
 BK0298  HISTORY     - 1974     GOOD             NGS
 BK0298  HISTORY     - 1978     GOOD             LADTD
 BK0298  HISTORY     - 1982     GOOD             NGS
 BK0298  HISTORY     - 19910201 GOOD             NOS
 BK0298  HISTORY     - 19910909 GOOD             USPSQD
 BK0298
 BK0298                          STATION DESCRIPTION
 BK0298
 BK0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK0298'2.6 MI W FROM KAPLAN.
 BK0298'LOCATED 2.6 MILES WEST ALONG STATE HIGHWAY 14 FROM ITS JUNCTION WITH
 BK0298'STATE HIGHWAY 25 AT KAPLAN, ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY
 BK0298'14, 97.32 FEET WEST-NORTHWEST OF TRIANGULATION STATION VINCENT 1931,
 BK0298'64 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 13 FEET WEST OF THE
 BK0298'FENCE CORNER, 28 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE RODNEY
 BK0298'RICHARD HOUSE, 1.5 FEET SOUTH OF A FENCE LINE AND 1 FOOT EAST OF A
 BK0298'METAL WITNESS POST.  IT IS SET IN THE TOP OF A CONCRETE POST
 BK0298'PROJECTING 6 INCHES.
 BK0298
 BK0298                          STATION RECOVERY (1974)
 BK0298
 BK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0298'RECOVERED IN GOOD CONDITION.
 BK0298
 BK0298                          STATION RECOVERY (1978)
 BK0298
 BK0298'RECOVERY NOTE BY LA TRANSP AND DEV 1978
 BK0298'THIS STA. GOOD AS DESCRIBED, EXCEPT AS FOLLOWS BM 5 IS 13.0 FT. EAST
 BK0298'OF FENCE CORNER AND NOT WEST OF IT.
 BK0298
 BK0298                          STATION RECOVERY (1982)
 BK0298
 BK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0298'RECOVERED IN GOOD CONDITION, CHANGE THE TO REACH TO READ--4.6 KM
 BK0298'(2.85 MILES) WEST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF
 BK0298'CUSHING AVENUE (STATE HIGHWAY 35) IN KAPLAN TO THE MARK ON THE RIGHT.
 BK0298
 BK0298                          STATION RECOVERY (1991)
 BK0298
 BK0298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 BK0298'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF HIGHWAY 14
 BK0298'WEST OF KAPLAN AND EAST OF GUEYDAN.
 BK0298'TO REACH FROM THE INTERSECTION OF HIGHWAYS 14 AND 35 IN KAPLAN,
 BK0298'GO WEST ON HIGHWAY 14 FOR 2.85 MI (4.59 KM) TO STATION ON RIGHT.
 BK0298'RM 5 IS A STANDARD USCGS REFERENCE MARK DISK STAMPED ---VINCENT
 BK0298'1931 NO 5 1966--- SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 0.1
 BK0298'M (0.33 FT) .  IT IS 19.5 M (63.98 FT) NORTH OF THE CENTERLINE OF
 BK0298'HIGHWAY 14, 8.5 M (27.89 FT) EAST OF THE CENTERLINE OF DRIVE LEADING
 BK0298'TO A BRICK RANCH HOUSE, AND 3.96 M (12.99 FT) WEST OF THE SOUTHWEST
 BK0298'CORNER POST OF PASTURE.  IT IS ALSO 50.77 M (166.57 FT) EAST OF RM 4,
 BK0298'AND 29.67 M (97.34 FT) WNW OF STATION VINCENT.
 BK0298'DESCRIBED BY P.B. WALBOLT.
 BK0298
 BK0298                          STATION RECOVERY (1991)
 BK0298
 BK0298'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0845 ***********************************************************************
 AT0845  DESIGNATION -  VINE 1950
 AT0845  PID         -  AT0845
 AT0845  STATE/COUNTY-  LA/ST BERNARD
 AT0845  USGS QUAD   -  STAKE ISLANDS (1951)
 AT0845
 AT0845                         *CURRENT SURVEY CONTROL
 AT0845  ___________________________________________________________________
 AT0845* NAD 83(1992)-  29 43 59.52029(N)    088 52 53.55082(W)     ADJUSTED  
 AT0845* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0845  ___________________________________________________________________
 AT0845  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AT0845  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AT0845
 AT0845  HORZ ORDER  -  THIRD
 AT0845
 AT0845.The horizontal coordinates were established by classical geodetic methods
 AT0845.and adjusted by the National Geodetic Survey in May 1994..
 AT0845
 AT0845.The orthometric height was scaled from a topographic map.
 AT0845
 AT0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0845
 AT0845.The geoid height was determined by GEOID03.
 AT0845
 AT0845;                    North         East     Units Scale Factor Converg.
 AT0845;SPC LA S     -   139,230.981 1,237,161.325   MT  0.99993659   +1 13 33.3
 AT0845;SPC LA S     -   456,793.64  4,058,920.11   sFT  0.99993659   +1 13 33.3
 AT0845;UTM  16      - 3,290,704.568   318,029.448   MT  1.00000858   -0 56 00.3
 AT0845
 AT0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0845!SPC LA S     -   1.00000388  x   0.99993659  =   0.99994047
 AT0845!UTM  16      -   1.00000388  x   1.00000858  =   1.00001246
 AT0845
 AT0845                          SUPERSEDED SURVEY CONTROL
 AT0845
 AT0845  NAD 83(1992)-  29 43 59.52695(N)    088 52 53.54097(W) AD(       ) 3
 AT0845  NAD 83(1986)-  29 43 59.52614(N)    088 52 53.54255(W) AD(       ) 3
 AT0845  NAD 27      -  29 43 58.80500(N)    088 52 53.44100(W) AD(       ) 3
 AT0845
 AT0845.Superseded values are not recommended for survey control.
 AT0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0845.See file dsdata.txt to determine how the superseded data were derived.
 AT0845
 AT0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT1802990705(NAD 83)
 AT0845_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0845+STABILITY: SURFACE MOTION
 AT0845
 AT0845  HISTORY     - Date     Condition        Report By
 AT0845  HISTORY     - 1950     MONUMENTED       CGS
 AT0845  HISTORY     - 1950     GOOD             CGS
 AT0845
 AT0845                          STATION DESCRIPTION
 AT0845
 AT0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0845'THE STATION IS LOCATED ON ONE OF THE CHANDELEUR ISLANDS,
 AT0845'APPROXIMATELY 23.2
 AT0845'MILES S OF CHANDELEUR LIGHTHOUSE, APPROXIMATELY
 AT0845'1,300 FEET S OF A CUT BETWEEN THE
 AT0845'ISLANDS, 136 FEET E OF THE E END OF
 AT0845'A POND, 3.3 FEET E OF A 4- BY 4-INCH WOODEN WITNESS
 AT0845'POST, AND IN THE
 AT0845'CENTER OF A VERY SMALL SHELL KNOLL ALMOST SURROUNDED BY MANGROVE.
 AT0845'
 AT0845'STATION MARK IS A STANDARD DISK, STAMPED VINE 1950, AND SET IN THE
 AT0845'TOP OF AN 8-INCH
 AT0845'CIRCULAR CONCRETE MONUMENT PROJECTING 0.8 FOOT ABOVE
 AT0845'GROUND.
 AT0845'
 AT0845'STATION IS 274.6 METERS FROM THE MEAN HIGH-WATER LINE.
 AT0845'
 AT0845'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 2 FEET.
 AT0845
 AT0845                          STATION RECOVERY (1950)
 AT0845
 AT0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (NET)
 AT0845'ON ONE OF THE CHANDELEUR ISLANDS, PALOS ISLAND, 21.5 MILES SOUTH OF
 AT0845'CHANDELEUR LIGHT,
 AT0845'ABOUT 2600 FEET SOUTH OF A CUT OR PASS THROUGH THE
 AT0845'ISLANDS, 730 FEET WEST NORTHWEST
 AT0845'FROM THE MEAN HIGH WATER LINE ALONG
 AT0845'THE EAST SHORE OF THE ISLAND, 133 FEET EAST OF THE
 AT0845'EAST END OF A
 AT0845'POND, IN THE CENTER OF A VERY SMALL SHELL KNOLL ALMOST SURROUNDED BY
 AT0845'MANGROVE, ABOUT 2
 AT0845'FEET ABOVE MEAN HIGH WATER, 3.2 FEET EAST OF A 4 X
 AT0845'4-INCH WITNESS POST, A STANDARD
 AT0845'TOPOGRAPHIC DISK STAMPED VINE 1950
 AT0845'SET IN THE TOP OF AN 8-INCH CONCRETE TILE
 AT0845'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2483 ***********************************************************************
 BK2483  FBN         -  This is a Federal Base Network Control Station.
 BK2483  DESIGNATION -  VINTON
 BK2483  PID         -  BK2483
 BK2483  STATE/COUNTY-  LA/CALCASIEU
 BK2483  USGS QUAD   -  ECHO (1994)
 BK2483
 BK2483                         *CURRENT SURVEY CONTROL
 BK2483  ___________________________________________________________________
 BK2483* NAD 83(1992)-  30 14 29.07004(N)    093 38 20.26441(W)     ADJUSTED  
 BK2483* NAVD 88     -         6.312  (meters)      20.71   (feet)  ADJUSTED  
 BK2483  ___________________________________________________________________
 BK2483  X           -    -350,020.423 (meters)                     COMP
 BK2483  Y           -  -5,503,689.960 (meters)                     COMP
 BK2483  Z           -   3,193,510.667 (meters)                     COMP
 BK2483  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK2483  ELLIP HEIGHT-         -21.22  (meters)          (06/20/00) GPS OBS
 BK2483  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK2483  DYNAMIC HT  -           6.303 (meters)      20.68  (feet)  COMP
 BK2483  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 BK2483
 BK2483  HORZ ORDER  -  B
 BK2483  VERT ORDER  -  SECOND    CLASS I
 BK2483  ELLP ORDER  -  THIRD     CLASS I
 BK2483
 BK2483.The horizontal coordinates were established by GPS observations
 BK2483.and adjusted by the National Geodetic Survey in September 1992..
 BK2483
 BK2483.The orthometric height was determined by differential leveling
 BK2483.and adjusted by the National Geodetic Survey in February 1994..
 BK2483.WARNING-GPS observations at this control monument resulted in a GPS
 BK2483.derived orthometric height which differed from the leveled height by
 BK2483.more than one decimeter (0.1 meter).
 BK2483
 BK2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2483
 BK2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2483
 BK2483.The ellipsoidal height was determined by GPS observations
 BK2483.and is referenced to NAD 83.
 BK2483
 BK2483.The geoid height was determined by GEOID03.
 BK2483
 BK2483.The dynamic height is computed by dividing the NAVD 88
 BK2483.geopotential number by the normal gravity value computed on the
 BK2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2483.degrees latitude (g = 980.6199 gals.).
 BK2483
 BK2483.The modeled gravity was interpolated from observed gravity values.
 BK2483
 BK2483;                    North         East     Units Scale Factor Converg.
 BK2483;SPC LA S     -   195,258.107   778,108.347   MT  0.99993452   -1 09 10.2
 BK2483;SPC LA S     -   640,609.31  2,552,843.80   sFT  0.99993452   -1 09 10.2
 BK2483;SPC TX C     - 3,083,095.911 1,343,937.100   MT  0.99996904   +3 26 52.8
 BK2483;SPC TX C     -10,115,123.83  4,409,233.64   sFT  0.99996904   +3 26 52.8
 BK2483;UTM  15      - 3,345,708.497   438,522.633   MT  0.99964663   -0 19 18.6
 BK2483
 BK2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2483!SPC LA S     -   1.00000333  x   0.99993452  =   0.99993785
 BK2483!SPC TX C     -   1.00000333  x   0.99996904  =   0.99997237
 BK2483!UTM  15      -   1.00000333  x   0.99964663  =   0.99964996
 BK2483
 BK2483:                Primary Azimuth Mark                     Grid Az
 BK2483:SPC LA S     -  10 E 002                                 185 52 36.8
 BK2483:SPC TX C     -  10 E 002                                 181 16 33.8
 BK2483:UTM  15      -  10 E 002                                 185 02 45.2
 BK2483
 BK2483|---------------------------------------------------------------------|
 BK2483| PID    Reference Object                     Distance      Geod. Az  |
 BK2483|                                                           dddmmss.s |
 BK2483| BK2481 10 E 002                            414.033 METERS 1844326.6 |
 BK2483| BK3215 ORANGE RICE MILL TANK               APPROX.19.3 KM 2084241.8 |
 BK2483| CV8557 VINTON RM 1                          29.261 METERS 25913     |
 BK2483| CV8558 VINTON RM 2                                        35634     |
 BK2483| BK2485 10 E 001                            APPROX. 1.4 KM 3585750.5 |
 BK2483|---------------------------------------------------------------------|
 BK2483
 BK2483                          SUPERSEDED SURVEY CONTROL
 BK2483
 BK2483  ELLIP H (05/01/00)  -21.28   (m)                       GP(       ) 3 1
 BK2483  ELLIP H (05/09/94)  -21.13   (m)                       GP(       ) 4 2
 BK2483  ELLIP H (09/10/92)  -21.13   (m)                       GP(       ) 4 1
 BK2483  NAD 83(1986)-  30 14 29.08379(N)    093 38 20.25353(W) AD(       ) 1
 BK2483  NAD 27      -  30 14 28.34300(N)    093 38 19.67200(W) AD(       ) 1
 BK2483  NAVD 88 (05/09/94)    6.31   (m)           20.7    (f) LEVELING    3  
 BK2483  NGVD 29 (07/19/86)    6.4    (m)           21.     (f) VERT ANG       
 BK2483
 BK2483.Superseded values are not recommended for survey control.
 BK2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2483.See file dsdata.txt to determine how the superseded data were derived.
 BK2483
 BK2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3852345708(NAD 83)
 BK2483_MARKER: DS = TRIANGULATION STATION DISK
 BK2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2483_SP_SET: CONCRETE POST
 BK2483_STAMPING: VINTON 1931
 BK2483_MARK LOGO: CGS   
 BK2483_PROJECTION: FLUSH
 BK2483_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2483+STABILITY: SURFACE MOTION
 BK2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2483+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BK2483
 BK2483  HISTORY     - Date     Condition        Report By
 BK2483  HISTORY     - 1931     MONUMENTED       CGS
 BK2483  HISTORY     - 1937     GOOD             TXHD
 BK2483  HISTORY     - 1948     GOOD             CGS
 BK2483  HISTORY     - 1967     GOOD             CGS
 BK2483  HISTORY     - 1984     GOOD             LADTD
 BK2483  HISTORY     - 19901218 GOOD             VFM
 BK2483  HISTORY     - 19910911 GOOD             LADTD
 BK2483  HISTORY     - 19920323 GOOD
 BK2483  HISTORY     - 19930418 GOOD             LADTD
 BK2483  HISTORY     - 19980227 GOOD             NGS
 BK2483  HISTORY     - 19980227 GOOD             NGS
 BK2483  HISTORY     - 20041009 GOOD             USPSQD
 BK2483  HISTORY     - 20060502 GOOD             NGS
 BK2483
 BK2483                          STATION DESCRIPTION
 BK2483
 BK2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK2483'STATION IS ABOUT 5 MILES NW OF VINTON, ON LAND OWNED BY DR.
 BK2483'FORD OF VINTON, IN NE CORNER OF T-INTERSECTION OF DIRT ROAD
 BK2483'WITH LOUISIANA ROUTE 121, 62 FEET N OF CENTER LINE OF DIRT
 BK2483'ROAD, AND 64 FEET E OF CENTER LINE OF STATE ROAD.
 BK2483'
 BK2483'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK2483'DISKS SET IN CONCRETE.
 BK2483'
 BK2483'REFERENCE MARK NO. 1 IS 25 FEET W OF CENTER LINE OF ROAD,
 BK2483'AND 96.0 FEET FROM STATION, S 79 DEG 12 MIN W.
 BK2483'
 BK2483'REFERENCE MARK NO. 2 IS 25 FEET W OF CENTER LINE OF ROAD,
 BK2483'6 FEET N OF POWER LINE POLE A2/32, AND 0.3 MILE FROM STATION,
 BK2483'N 03 DEG 26 MIN W.
 BK2483'
 BK2483'TO REACH FROM U.S. HIGHWAY 90 AT ITS JUNCTION WITH STATE
 BK2483'ROAD 121, GO N 5.5 MILES ALONG STATE ROAD TO DIRT ROAD LEADING
 BK2483'E ALONG SECTION LINE AT STATION SITE.
 BK2483
 BK2483                          STATION RECOVERY (1937)
 BK2483
 BK2483'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BK2483'STATION AND REFERENCE MARK RECOVERED AND FOUND TO BE IN GOOD
 BK2483'CONDITION.
 BK2483'
 BK2483'STATION WAS REACHED FROM THE W END OF THE SABINE RIVER BRIDGE
 BK2483'IN ORANGE, TEXAS, BY GOING E ON U.S. HIGHWAY 90 FOR 7.96 MILES
 BK2483'AND THEN TURNING N ON STATE HIGHWAY 121, GOING 5.69 MILES TO THE
 BK2483'STATION ON THE RIGHT-HAND SIDE OF THE ROAD.
 BK2483
 BK2483                          STATION RECOVERY (1948)
 BK2483
 BK2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (AIR)
 BK2483'STATION FOUND IN GOOD CONDITION.  R.M. 1 IS NEAR DESTRUCTION
 BK2483'FROM EROSION OF SURROUNDING LAND.  R.M. 2 WAS NOT RECOVERED.
 BK2483
 BK2483                          STATION RECOVERY (1967)
 BK2483
 BK2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB)
 BK2483'THE STATION AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD
 BK2483'CONDITION, REFERENCE MARK NO. 2 WAS MOVED BY HIGHWAY CONSTRUCTION.
 BK2483'THE FOLLOWING IS NEW DESCRIPTION--
 BK2483'
 BK2483'THIS STATION IS LOCATED NORTH ALONG LA. HIGHWAY 109, 5.10
 BK2483'MILES FROM THE INTERSECTION WITH U.S. HIGHWAY 90.  STATION
 BK2483'IS SET EAST OF LA. HIGHWAY 109 IN THE SOUTHWEST CORNER OF A
 BK2483'RICE FIELD AT INTERSECTION WITH GRAVEL PARISH ROAD LEADING
 BK2483'EAST.  STATION IS 1.30 FEET WEST OF A METAL WITNESS POST AND
 BK2483'SIGN, 6.25 FEET EAST OF THE NORTH-SOUTH FENCE ON EAST SIDE
 BK2483'OF LA. HIGHWAY 109, 63.80 FEET EAST OF THE CENTERLINE OF LA.
 BK2483'HIGHWAY 109, 95.70 FEET EAST OF REFERENCE MARK NO. 1 ON
 BK2483'WEST SIDE OF LA. HIGHWAY 109, 36.50 FEET NORTH OF A POWER
 BK2483'POLE ALONG GRAVEL PARISH ROAD LEADING EAST, 53.00 FEET NORTH
 BK2483'OF THE CENTERLINE OF GRAVEL ROAD LEADING EAST, AND 34.00
 BK2483'FEET NORTH OF EAST-WEST FENCE ON NORTH SIDE OF GRAVEL ROAD
 BK2483'LEADING EAST.
 BK2483'
 BK2483'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A SQUARE
 BK2483'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE
 BK2483'OF THE GROUND.  STATION IS STAMPED VINTON 1931.
 BK2483'
 BK2483'TO REACH THIS STATION FROM THE U.S. POST OFFICE IN VINTON,
 BK2483'(ON WEST SIDE OF HORRIDGE ST.) FOLLOW HORRIDGE ST. NORTH FOR
 BK2483'0.10 MILE TO THE INTERSECTION WITH U.S. HIGHWAY 90, THENCE
 BK2483'WEST ON U.S. HIGHWAY 90 FOR 3.58 MILES TO THE INTERSECTION
 BK2483'WITH LA. HIGHWAY 109, THENCE NORTH ALONG LA. HIGHWAY 109
 BK2483'FOR 5.10 MILES TO STATION SET EAST OF HIGHWAY.
 BK2483'
 BK2483'REFERENCE MARK NO. 1 IS 95.70 FEET SOUTHWEST OF THE STATION,
 BK2483'30.00 FEET WEST OF CENTERLINE OF LA. HIGHWAY 109, 1.40 FEET
 BK2483'WEST OF A METAL WITNESS POST AND SIGN, 10.00 FEET EAST OF THE
 BK2483'NORTH-SOUTH FENCE ON THE WEST SIDE OF LA. HIGHWAY 109, AND
 BK2483'35.00 FEET NORTHWEST OF POWER POLE NO. 26.
 BK2483
 BK2483                          STATION RECOVERY (1984)
 BK2483
 BK2483'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BK2483'15.70 KM (9.76 MI) NE FROM VINTON.
 BK2483'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2483'9.15 KM (5.68 MILES) NORTH OF THE INTERSECTION OF LA.109 AND US 90 TO
 BK2483'THE MARK ON THE RIGHT, 19.5 METERS (64 FEET) EAST OF THE CENTERLINE OF
 BK2483'HIGHWAY LA.109, 1.74 METERS (5.7 FEET) EAST OF A MESH FENCE,
 BK2483'11.1 METERS (36.3 FEET) NORTH OF A POWER POLE, 18.9 METERS (62 FEET)
 BK2483'NORTH OF THE CENTERLINE OF GARRIE CUT OFF ROAD, CONCRETE POST MEASURES
 BK2483'12 INCHES BY 12 INCHES.
 BK2483'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 BK2483
 BK2483                          STATION RECOVERY (1990)
 BK2483
 BK2483'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK2483'SUPPLEMENTARY INFORMATION FOLLOWS TO REACH FROM THE INTERSECTION OF
 BK2483'I-10 AND STATE HIGHWAY 109, GO NORTH ON HIGHWAY 109 FOR 6.0 MILES (9.7
 BK2483'KM) TO GRAVEL ROAD ON RIGHT AND MARK. THE EXISTING SITE DESCRIPTION IS
 BK2483'ADEQUATE FOR LOCATING MARK.
 BK2483
 BK2483                          STATION RECOVERY (1991)
 BK2483
 BK2483'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 BK2483'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) WEST FROM SULPHUR, 12.0
 BK2483'MI (19.3 KM) NORTHEAST FROM ORANGE, TX, 6.0 MI (9.7 KM)
 BK2483'SOUTH-SOUTHEAST FROM STARKS AND 6.0 MI (9.7 KM) NORTH FROM TOOMEY.
 BK2483'OWNERSHIP--UNKNOWN
 BK2483'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND
 BK2483'STATE HIGHWAY 109 IN TOOMEY, GO NORTH FOR 5.6 MI (9.0 KM) ON HIGHWAY
 BK2483'109 TO THE INTERSECTION OF GARRIE CUT OFF ROAD AND THE STATION ON THE
 BK2483'RIGHT.
 BK2483'THE STATION IS 83.0 FT (25.3 M) NORTHEAST FROM THE CENTER OF THE
 BK2483'INTERSECTION OF HIGHWAY 109 AND GARRIE CUT OFF ROAD, 63.0 FT
 BK2483'(19.2 M) NORTH FROM THE CENTER OF GARRIE CUT OFF ROAD, 37.0 FT
 BK2483'(11.3 M) NORTH-NORTHEAST FROM A POWER LINE POLE, 35.0 FT (10.7 M)
 BK2483'NORTH FROM A BARBED WIRE FENCE, 7.0 FT (2.1 M) EAST FROM A WOVEN WIRE
 BK2483'FENCE, 2.0 FT (0.6 M) SOUTH-SOUTHWEST FROM A METAL WITNESS POST WITH
 BK2483'SIGN ATTACHED, 2.0 FT (0.6 M) WEST-SOUTHWEST FROM A FIBERGLASS
 BK2483'WITNESS POST, FLUSH WITH GROUND SURFACE AND ABOUT LEVEL WITH THE
 BK2483'ROAD.
 BK2483
 BK2483                          STATION RECOVERY (1992)
 BK2483
 BK2483'RECOVERED 1992
 BK2483'RECOVERED IN GOOD CONDITION.
 BK2483
 BK2483                          STATION RECOVERY (1993)
 BK2483
 BK2483'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 BK2483'RECOVERED IN GOOD CONDITION.
 BK2483
 BK2483                          STATION RECOVERY (1998)
 BK2483
 BK2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BK2483'RECOVERED AS DESCRIBED.
 BK2483
 BK2483                          STATION RECOVERY (1998)
 BK2483
 BK2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BK2483'RECOVERED AS DESCRIBED.
 BK2483
 BK2483                          STATION RECOVERY (2004)
 BK2483
 BK2483'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2483'RECOVERED IN GOOD CONDITION.
 BK2483
 BK2483                          STATION RECOVERY (2006)
 BK2483
 BK2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK2483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2482 ***********************************************************************
 BK2482  DESIGNATION -  VINTON RM 3
 BK2482  PID         -  BK2482
 BK2482  STATE/COUNTY-  LA/CALCASIEU
 BK2482  USGS QUAD   -  ECHO (1994)
 BK2482
 BK2482                         *CURRENT SURVEY CONTROL
 BK2482  ___________________________________________________________________
 BK2482* NAD 83(1986)-  30 14 30.     (N)    093 38 22.     (W)     SCALED    
 BK2482* NAVD 88     -         5.894  (meters)      19.34   (feet)  ADJUSTED  
 BK2482  ___________________________________________________________________
 BK2482  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK2482  DYNAMIC HT  -           5.886 (meters)      19.31  (feet)  COMP
 BK2482  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 BK2482
 BK2482  VERT ORDER  -  SECOND    CLASS I
 BK2482
 BK2482.The horizontal coordinates were scaled from a topographic map and have
 BK2482.an estimated accuracy of +/- 6 seconds.
 BK2482
 BK2482.The orthometric height was determined by differential leveling
 BK2482.and adjusted by the National Geodetic Survey in February 1994..
 BK2482
 BK2482.The geoid height was determined by GEOID03.
 BK2482
 BK2482.The dynamic height is computed by dividing the NAVD 88
 BK2482.geopotential number by the normal gravity value computed on the
 BK2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2482.degrees latitude (g = 980.6199 gals.).
 BK2482
 BK2482.The modeled gravity was interpolated from observed gravity values.
 BK2482
 BK2482;                    North         East    Units  Estimated Accuracy
 BK2482;SPC LA S     -   195,290.      778,060.      MT  (+/- 180 meters Scaled)
 BK2482
 BK2482                          SUPERSEDED SURVEY CONTROL
 BK2482
 BK2482.No superseded survey control is available for this station.
 BK2482
 BK2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP384457(NAD 83)
 BK2482_MARKER: DR = REFERENCE MARK DISK
 BK2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2482_SP_SET: CONCRETE POST
 BK2482_STAMPING: VINTON 1931 RM3 1984
 BK2482_MARK LOGO: NGS   
 BK2482_PROJECTION: PROJECTING 3 CENTIMETERS
 BK2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2482+STABILITY: SURFACE MOTION
 BK2482
 BK2482  HISTORY     - Date     Condition        Report By
 BK2482  HISTORY     - 1984     MONUMENTED       NGS
 BK2482  HISTORY     - 1984     GOOD             LADTD
 BK2482  HISTORY     - 20041009 GOOD             USPSQD
 BK2482
 BK2482                          STATION DESCRIPTION
 BK2482
 BK2482'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2482'15.70 KM (9.76 MI) NE FROM VINTON.
 BK2482'9.15 KM (5.68 MILES) NORTH OF THE INTERSECTION OF LA.109 AND US 90 TO
 BK2482'THE MARK ON THE LEFT, 11.03 METERS (36.2 FEET) WEST OF THE CENTERLINE
 BK2482'OF LA.109, 1.16 METERS (3.8 FEET) EAST OF A 3 STRAND BARBED WIRE
 BK2482'FENCE, 10.8 METERS (35.5 FEET) NORTHEAST OF A POWER POLE AT THE GARRLE
 BK2482'CUT OFF ROAD LEADING EAST.
 BK2482'THE MARK IS 0.52 METERS  S FROM A WITNESS POST.
 BK2482'THE MARK IS 0.30 M BELOW LA. 109.
 BK2482
 BK2482                          STATION RECOVERY (2004)
 BK2482
 BK2482'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2484 ***********************************************************************
 BK2484  DESIGNATION -  VINTON RM 4
 BK2484  PID         -  BK2484
 BK2484  STATE/COUNTY-  LA/CALCASIEU
 BK2484  USGS QUAD   -  ECHO (1994)
 BK2484
 BK2484                         *CURRENT SURVEY CONTROL
 BK2484  ___________________________________________________________________
 BK2484* NAD 83(1986)-  30 14 31.     (N)    093 38 22.     (W)     SCALED    
 BK2484* NAVD 88     -         6.303  (meters)      20.68   (feet)  ADJUSTED  
 BK2484  ___________________________________________________________________
 BK2484  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK2484  DYNAMIC HT  -           6.294 (meters)      20.65  (feet)  COMP
 BK2484  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 BK2484
 BK2484  VERT ORDER  -  SECOND    CLASS I
 BK2484
 BK2484.The horizontal coordinates were scaled from a topographic map and have
 BK2484.an estimated accuracy of +/- 6 seconds.
 BK2484
 BK2484.The orthometric height was determined by differential leveling
 BK2484.and adjusted by the National Geodetic Survey in February 1994..
 BK2484
 BK2484.The geoid height was determined by GEOID03.
 BK2484
 BK2484.The dynamic height is computed by dividing the NAVD 88
 BK2484.geopotential number by the normal gravity value computed on the
 BK2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2484.degrees latitude (g = 980.6199 gals.).
 BK2484
 BK2484.The modeled gravity was interpolated from observed gravity values.
 BK2484
 BK2484;                    North         East    Units  Estimated Accuracy
 BK2484;SPC LA S     -   195,320.      778,060.      MT  (+/- 180 meters Scaled)
 BK2484
 BK2484                          SUPERSEDED SURVEY CONTROL
 BK2484
 BK2484.No superseded survey control is available for this station.
 BK2484
 BK2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP384457(NAD 83)
 BK2484_MARKER: DR = REFERENCE MARK DISK
 BK2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2484_SP_SET: CONCRETE POST
 BK2484_STAMPING: VINTON 1931 RM 4 1984
 BK2484_MARK LOGO: NGS   
 BK2484_PROJECTION: FLUSH
 BK2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2484+STABILITY: SURFACE MOTION
 BK2484
 BK2484  HISTORY     - Date     Condition        Report By
 BK2484  HISTORY     - 1984     MONUMENTED       NGS
 BK2484  HISTORY     - 1984     GOOD             LADTD
 BK2484  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2484
 BK2484                          STATION DESCRIPTION
 BK2484
 BK2484'DESCRIBED BY LA TRANSP AND DEV 1984
 BK2484'15.70 KM (9.76 MI) NE FROM VINTON.
 BK2484'9.15 KM (3.68 MILES) NORTH OF THE INTERSECTION OF LA.109 AND US 90 TO
 BK2484'THE MARK ON THE LEFT, 15.3 METERS (50.3 FT) WEST OF THE CENTERLINE OF
 BK2484'LA. 109, 1.9 METER (6.2 FEET) WEST OF A 4 STRAND BARBED WIRE FENCE,
 BK2484'7.7 METERS SOUTH-SOUTHEAST OF A TELEPHONE POLE, 38.4 METERS (126 FEET)
 BK2484'NORTH OF GARRIE CUT OFF ROAD LEADING EAST.
 BK2484'THE MARK IS 0.34 METERS  W FROM A WITNESS POST.
 BK2484
 BK2484                          STATION RECOVERY (2004)
 BK2484
 BK2484'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0323 ***********************************************************************
 AT0323  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0323  DESIGNATION -  VIOLET 2
 AT0323  PID         -  AT0323
 AT0323  STATE/COUNTY-  LA/ST BERNARD
 AT0323  USGS QUAD   -  CHALMETTE (1994)
 AT0323
 AT0323                         *CURRENT SURVEY CONTROL
 AT0323  ___________________________________________________________________
 AT0323* NAD 83(1992)-  29 53 55.64352(N)    089 54 08.13987(W)     ADJUSTED  
 AT0323* NAVD 88     -         5.46 **(meters)      17.9  **(feet)  GPS OBS(2004.65)
 AT0323  **This station is located in a subsidence area (see below).
 AT0323  ___________________________________________________________________
 AT0323  X           -       9,439.985 (meters)                     COMP
 AT0323  Y           -  -5,533,831.988 (meters)                     COMP
 AT0323  Z           -   3,160,642.424 (meters)                     COMP
 AT0323  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AT0323  ELLIP HEIGHT-         -20.38  (meters)          (05/09/05) GPS OBS
 AT0323  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AT0323
 AT0323  HORZ ORDER  -  B
 AT0323  VERT ORDER  -  FIRST     CLASS I (See Below)
 AT0323  ELLP ORDER  -  FOURTH    CLASS II
 AT0323
 AT0323.The horizontal coordinates were established by GPS observations
 AT0323.and adjusted by the National Geodetic Survey in May 2005..
 AT0323
 AT0323 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0323 ** and geoid heights are valid at the date of observation. These heights
 AT0323 ** must always be validated when used as control.
 AT0323 ** The orthometric height was determined by GPS observations using
 AT0323 ** precise GPS observation and processing techniques and a new
 AT0323 ** realization of GEOID03. It supersedes the leveled height previously
 AT0323 ** determined for this station.
 AT0323 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0323 ** epoch indicated which incorporates improved geoid heights for the
 AT0323 ** Southern Louisiana Subsidence area.
 AT0323 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0323.The orthometric height was determined by GPS observations and a
 AT0323.high-resolution geoid model using precise GPS observation and
 AT0323.processing techniques.
 AT0323.The vertical order pertains to the NGVD 29 superseded value.
 AT0323
 AT0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0323
 AT0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0323
 AT0323.The ellipsoidal height was determined by GPS observations
 AT0323.and is referenced to NAD 83.
 AT0323
 AT0323.The geoid height was determined by GEOID03.
 AT0323
 AT0323;                    North         East     Units Scale Factor Converg.
 AT0323;SPC LA S     -   155,910.953 1,138,205.098   MT  0.99992732   +0 42 56.0
 AT0323;SPC LA S     -   511,517.85  3,734,261.23   sFT  0.99992732   +0 42 56.0
 AT0323;UTM  16      - 3,311,110.669   219,739.306   MT  1.00056922   -1 26 51.5
 AT0323
 AT0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0323!SPC LA S     -   1.00000320  x   0.99992732  =   0.99993052
 AT0323!UTM  16      -   1.00000320  x   1.00056922  =   1.00057242
 AT0323
 AT0323|---------------------------------------------------------------------|
 AT0323| PID    Reference Object                     Distance      Geod. Az  |
 AT0323|                                                           dddmmss.s |
 AT0323| AT0322 VIOLET 2 RM 3                        20.690 METERS 02007     |
 AT0323| AT0324 VIOLET 2 RM 4                        30.541 METERS 13720     |
 AT0323| AT1349 BELLE CHASSE DALC WATER WKS TK      APPROX. 7.8 KM 2375420.3 |
 AT0323| AT1361 BELLE CHASSE CG RAD MAST            APPROX. 4.5 KM 2492916.9 |
 AT0323| DD8221 VIOLET 2 AZ MK 2                                   3360807.0 |
 AT0323| DD8220 VIOLET 2 AZ MK                                     3374652.0 |
 AT0323|---------------------------------------------------------------------|
 AT0323
 AT0323                          SUPERSEDED SURVEY CONTROL
 AT0323
 AT0323  NAD 83(1992)-  29 53 55.64216(N)    089 54 08.14045(W) AD(       ) 1
 AT0323  NAD 83(1986)-  29 53 55.65490(N)    089 54 08.13989(W) AD(       ) 1
 AT0323  NAD 27      -  29 53 54.91414(N)    089 54 07.89983(W) AD(       ) 1
 AT0323  NGVD 29 (??/??/??)    5.724  (m)           18.78   (f) ADJUSTED    1 1
 AT0323
 AT0323.Superseded values are not recommended for survey control.
 AT0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0323.See file dsdata.txt to determine how the superseded data were derived.
 AT0323
 AT0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1973911111(NAD 83)
 AT0323_MARKER: DD = SURVEY DISK
 AT0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT0323_STAMPING: VIOLET 2 1966
 AT0323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AT0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0323+STABILITY: SURFACE MOTION
 AT0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0323+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 AT0323
 AT0323  HISTORY     - Date     Condition        Report By
 AT0323  HISTORY     - 1966     MONUMENTED       CGS
 AT0323  HISTORY     - 1969     GOOD             CGS
 AT0323  HISTORY     - 1971     GOOD             NGS
 AT0323  HISTORY     - 1972     GOOD             NGS
 AT0323  HISTORY     - 1984     MARK NOT FOUND   NGS
 AT0323  HISTORY     - 20021120 GOOD             3001
 AT0323
 AT0323                          STATION DESCRIPTION
 AT0323
 AT0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT0323'STATION IS ABOUT 12 MILES SOUTHEAST OF NEW ORLEANS, 6 MILES NORTHEAST
 AT0323'OF BELLE CHASSE, 5
 AT0323'1/2 MILES SOUTHWEST OF THE MARTELLO CASTLE AND
 AT0323'ON THE EAST BANK OF THE MISSISSIPPI
 AT0323'RIVER ON TOP OF THE LEVEE IN THE
 AT0323'VILLAGE OF VIOLET.
 AT0323'
 AT0323'TO REACH THE STATION FROM THE POST OFFICE IN VIOLET, TURN RIGHT AND
 AT0323'GO WEST ON A SHELL
 AT0323'ROAD FOR 0.05 MILE TO THE TOP OF THE LEVEE.  TURN
 AT0323'RIGHT AND GO NORTHWEST ALONG THE TOP
 AT0323'OF THE LEVEE FOR 0.05 MILE TO THE
 AT0323'STATION ON THE RIGHT.
 AT0323'
 AT0323'STATION MARKS ARE STANDARD DISKS STAMPED VIOLET 2 1966.  THE SURFACE
 AT0323'DISK IS SET IN THE
 AT0323'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AT0323'WITH THE GROUND SURFACE.  IT IS 43
 AT0323'FEET SOUTHWEST OF A CHAIN LINK FENCE.
 AT0323'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AT0323'CONCRETE 48 INCHES
 AT0323'BELOW THE GROUND SURFACE.
 AT0323'
 AT0323'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED VIOLET 2 NO 3 1966,
 AT0323'IS SET IN THE TOP
 AT0323'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AT0323'THE GROUND SURFACE.  IT IS 53 FEET
 AT0323'NORTHEAST OF THE CENTER OF THE LEVEE
 AT0323'ROAD AND 1 FOOT SOUTHWEST OF THE CHAIN LINK FENCE.
 AT0323'
 AT0323'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED VIOLET 2 NO 4 1966,
 AT0323'IS SET IN THE TOP
 AT0323'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AT0323'THE GROUND SURFACE.  IT IS 54 FEET
 AT0323'NORTHEAST OF THE CENTER OF THE LEVEE
 AT0323'ROAD AND 1 FOOT SOUTHWEST OF THE CHAIN LINK FENCE.
 AT0323'
 AT0323'AZIMUTH MARK, A STANDARD DISK STAMPED VIOLET 2 1966, IS SET IN THE
 AT0323'TOP OF A 12 INCH
 AT0323'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 AT0323'SURFACE.  IT IS 55 FEET NORTHWEST
 AT0323'OF THE NORTHWEST RAIL OF A RAILROAD
 AT0323'AND 10 FEET SOUTHEAST OF THE CENTER OF THE LEVEE ROAD.
 AT0323'
 AT0323'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ALONG THE
 AT0323'TOP OF THE LEVEE
 AT0323'FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AT0323'
 AT0323'HEIGHT OF LIGHT ABOVE STATION MARK 28 METERS.
 AT0323
 AT0323                          STATION RECOVERY (1969)
 AT0323
 AT0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 AT0323'STATION MARK AND REFERENCE MARKS 3 AND 4 RECOVERED IN GOOD CONDITION.
 AT0323'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 AT0323'
 AT0323'THE 1966 DESCRIPTION IS ADEQUATE.
 AT0323
 AT0323                          STATION RECOVERY (1971)
 AT0323
 AT0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AT0323'0.1 MI W FROM VIOLET.
 AT0323'ABOUT 0.1 MILE WEST AND ACROSS ST. BERNARD HIGHWAY (STATE HIGHWAYS 39
 AT0323'AND 46) FROM THE POST OFFICE AT VIOLET, ON THE TOP OF A LEVEE, 185
 AT0323'FEET NORTHWEST OF THE CENTER LINE OF A SHELL ROAD THAT CROSSES THE
 AT0323'LEVEE, 43 FEET SOUTHWEST OF A FENCE WHICH SURROUNDS A LARGE METAL
 AT0323'BUILDING, 8 FEET NORTHEAST OF THE CENTER LINE OF THE LEVEE, 100.17
 AT0323'FEET WEST-NORTHWEST OF VIOLET 2 RM 4, 67.77 FEET SOUTH OF VIOLET 2 RM
 AT0323'3, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES BELOW THE
 AT0323'SURFACE OF THE GROUND.  SECTION 7, T 13S, R 13E.
 AT0323
 AT0323                          STATION RECOVERY (1972)
 AT0323
 AT0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT0323'MEASUREMENTS WERE MADE WITH A 30 METER AND A 300 FOOT TAPE HOLDING 5
 AT0323'AND 10 KGS. TENSION.
 AT0323'
 AT0323'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND FOUND
 AT0323'IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A NEW
 AT0323'AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.
 AT0323'
 AT0323'REFERENCE MARK 3 WAS FOUND TO BE COMPLETELY ADEQUATE.
 AT0323'
 AT0323'REFERENCE MARK 4 IN DISTANCE WAS FOUND TO BE ERROR BY 0.034 METERS.
 AT0323'
 AT0323'THE TO REACH THE STATION IS COMPLETELY ADEQUATE FROM THE 1966
 AT0323'DESCRIPTION.
 AT0323'
 AT0323'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST ON THE
 AT0323'LEVEE FOR 0.5 MILE TO THE MARK ON THE LEFT.
 AT0323'
 AT0323'AZIMUTH MARK, A STANDARD DISK STAMPED VIOLET 1972, IS CEMENTED IN A
 AT0323'DRILL HOLE IN THE SOUTH SIDE OF THE LEVEES CONCRETE WALL.  IT IS 17
 AT0323'FEET SOUTHWEST OF THE CENTER OF THE LEVEE AND 1 FOOT SOUTHWEST OF
 AT0323'THE LEVEES CONCRETE WALL.
 AT0323'
 AT0323'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AT0323'
 AT0323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--VIOLET.
 AT0323
 AT0323                          STATION RECOVERY (1984)
 AT0323
 AT0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AT0323'THE MARK WAS DUG FOR AND NOT FOUND THIS DATE, BELIEVED TO BE UNDER
 AT0323'FOUR OR FIVE FEET OF PACKED SHELL.
 AT0323
 AT0323                          STATION RECOVERY (2002)
 AT0323
 AT0323'RECOVERY NOTE BY 3001, INC 2002 (KC)
 AT0323'THE STATION IS LOCATED IN VIOLET, 5.6 MILES NORTHEAST OF THE BELLE
 AT0323'CHASE FERRY, 4.5 MILES  SOUTHEAST OF THE CHALMETTE FERRY.
 AT0323' 
 AT0323'OWNERSHIP- CORPS OF ENGINEERS
 AT0323' 
 AT0323'TO REACH THE STATION FROM THE INTERSECTION OF VIOLET CANAL AND HWY 46
 AT0323'IN VIOLET, GO  NORTH ON AN ASPHALT ROAD HEADING WESTERLY UP TO LEVEE,
 AT0323'TURN RIGHT ON TOP OF ASPHALT  ROAD ON LEVEE, STATION ON RIGHT SIDE.
 AT0323' 
 AT0323'THE STATION IS 42.5 FEET WEST OF AN OLD CHAIN LINK FENCE, 124 FEET
 AT0323'SOUTHWEST OF THE  NORTHWEST CORNER OF THE CHAIN LINK FENCE SURROUNDING
 AT0323'METAL BUILDING, EXTENDED  CENTERLINE OF ASPHALT ROAD LEADS TO SMALL
 AT0323'DOCK, 8 FEET EAST OF THE CENTERLINE OF LEVEE.   STATION IS A
 AT0323'HORIZONTAL DISK SET IN CONCRETE, 1 FOOT BELOW THE SURFACE OF THE EDGE
 AT0323'LEVEE  CROWN.  STATION IS STAMPED VIOLET 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1378 ***********************************************************************
 AT1378  DESIGNATION -  VIOLET WATER TANK
 AT1378  PID         -  AT1378
 AT1378  STATE/COUNTY-  LA/ST BERNARD
 AT1378  USGS QUAD   -  CHALMETTE (1994)
 AT1378
 AT1378                         *CURRENT SURVEY CONTROL
 AT1378  ___________________________________________________________________
 AT1378* NAD 83(1992)-  29 54 06.60861(N)    089 53 41.88888(W)     ADJUSTED  
 AT1378* NAVD 88     -                                                        
 AT1378  **This station is located in a subsidence area (see below).
 AT1378  ___________________________________________________________________
 AT1378  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AT1378  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AT1378
 AT1378  HORZ ORDER  -  THIRD
 AT1378
 AT1378.The horizontal coordinates were established by classical geodetic methods
 AT1378.and adjusted by the National Geodetic Survey in January 1993..
 AT1378
 AT1378 ** The orthometric height has not been validated since last determined
 AT1378 ** by differential leveling and should not be used for control purposes.
 AT1378 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1378 ** area with valid NAVD 88 orthometric heights.
 AT1378 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1378 ** epoch indicated which incorporates improved geoid heights for the
 AT1378 ** Southern Louisiana Subsidence area.
 AT1378 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1378
 AT1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1378
 AT1378.The geoid height was determined by GEOID03.
 AT1378
 AT1378;                    North         East     Units Scale Factor Converg.
 AT1378;SPC LA S     -   156,257.355 1,138,905.039   MT  0.99992723   +0 43 09.1
 AT1378;SPC LA S     -   512,654.34  3,736,557.62   sFT  0.99992723   +0 43 09.1
 AT1378;UTM  16      - 3,311,430.608   220,452.279   MT  1.00056429   -1 26 38.8
 AT1378
 AT1378                          SUPERSEDED SURVEY CONTROL
 AT1378
 AT1378  NAD 83(1986)-  29 54 06.62120(N)    089 53 41.88866(W) AD(       ) 4
 AT1378  NAD 27      -  29 54 05.88211(N)    089 53 41.65007(W) AD(       ) 3
 AT1378
 AT1378.Superseded values are not recommended for survey control.
 AT1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1378.See file dsdata.txt to determine how the superseded data were derived.
 AT1378
 AT1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2045211431(NAD 83)
 AT1378_MARKER: 53 = ELEVATED TANK
 AT1378
 AT1378  HISTORY     - Date     Condition        Report By
 AT1378  HISTORY     - 1972     FIRST OBSERVED   NGS
 AT1378
 AT1378                          STATION DESCRIPTION
 AT1378
 AT1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AT1378'THE STATION IS THE LIGHT IN THE APPROXIMATE CENTER OF THE TOP OF THE
 AT1378'WATER TANK.  IT IS PAINTED SILVER COLOR, 150 FEET HIGH AND IS
 AT1378'LOCATED 0.5 MILE EAST-NORTHEAST OF THE POST OFFICE IN VIOLET, ON THE
 AT1378'NORTH SIDE OF PACKENHAM ST.  THE TANK IS SUPPORTED BY 8 LEGS.
 AT1378'
 AT1378'THE LIGHT AT THE TOP OF THE TANK IS POINT OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2758 ***********************************************************************
 AU2758  DESIGNATION -  VISITATION
 AU2758  PID         -  AU2758
 AU2758  STATE/COUNTY-  LA/JEFFERSON
 AU2758  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2758
 AU2758                         *CURRENT SURVEY CONTROL
 AU2758  ___________________________________________________________________
 AU2758* NAD 83(1992)-  29 51 15.61729(N)    090 06 35.70740(W)     ADJUSTED  
 AU2758* NAVD 88     -         1.1  **(meters)       4.   **(feet)  VERTCON   
 AU2758  **This station is located in a subsidence area (see below).
 AU2758  ___________________________________________________________________
 AU2758  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU2758  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AU2758
 AU2758  HORZ ORDER  -  FIRST
 AU2758
 AU2758.The horizontal coordinates were established by classical geodetic methods
 AU2758.and adjusted by the National Geodetic Survey in January 1993..
 AU2758
 AU2758 ** The orthometric height has not been validated since last determined
 AU2758 ** by differential leveling and should not be used for control purposes.
 AU2758 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2758 ** area with valid NAVD 88 orthometric heights.
 AU2758 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2758 ** epoch indicated which incorporates improved geoid heights for the
 AU2758 ** Southern Louisiana Subsidence area.
 AU2758 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2758
 AU2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2758
 AU2758.The geoid height was determined by GEOID03.
 AU2758
 AU2758;                    North         East     Units Scale Factor Converg.
 AU2758;SPC LA S     -   150,751.813 1,118,204.094   MT  0.99992900   +0 36 42.2
 AU2758;SPC LA S     -   494,591.57  3,668,641.27   sFT  0.99992900   +0 36 42.2
 AU2758;UTM  15      - 3,306,152.296   779,207.977   MT  1.00056196   +1 26 22.6
 AU2758
 AU2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2758!SPC LA S     -   1.00000388  x   0.99992900  =   0.99993288
 AU2758!UTM  15      -   1.00000388  x   1.00056196  =   1.00056584
 AU2758
 AU2758|---------------------------------------------------------------------|
 AU2758| PID    Reference Object                     Distance      Geod. Az  |
 AU2758|                                                           dddmmss.s |
 AU2758| CS7211 VISITATION RM 4                      11.987 METERS 01931     |
 AU2758| CS7212 VISITATION RM 5                      14.790 METERS 08300     |
 AU2758| DD8222 VISITATION RM 1                      57.995 METERS 17426     |
 AU2758| DD8224 VISITATION RM 3                                    2212006.7 |
 AU2758| DD8223 VISITATION RM 2                      39.581 METERS 24349     |
 AU2758|---------------------------------------------------------------------|
 AU2758
 AU2758                          SUPERSEDED SURVEY CONTROL
 AU2758
 AU2758  NAD 83(1986)-  29 51 15.63251(N)    090 06 35.70801(W) AD(       ) 1
 AU2758  NAD 27      -  29 51 14.88786(N)    090 06 35.44417(W) AD(       ) 1
 AU2758  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 AU2758
 AU2758.Superseded values are not recommended for survey control.
 AU2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2758.See file dsdata.txt to determine how the superseded data were derived.
 AU2758
 AU2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7920806152(NAD 83)
 AU2758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AU2758_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AU2758+WITH SETTING: PAVEMENT
 AU2758_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2758+STABILITY: SURFACE MOTION
 AU2758
 AU2758  HISTORY     - Date     Condition        Report By
 AU2758  HISTORY     - 1972     MONUMENTED       NGS
 AU2758  HISTORY     - 1987     GOOD             LADTD
 AU2758
 AU2758                          STATION DESCRIPTION
 AU2758
 AU2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2758'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2 DUE TO CARS PARKED IN
 AU2758'A PARKING LOT.
 AU2758'
 AU2758'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF WESTWEGO, 1-1/2
 AU2758'MILES SOUTH-SOUTHWEST OF MARRERO AND ON THE GROUNDS OF VISITATION OF
 AU2758'OUR LADY CATHOLIC SCHOOL.  THE ADDRESS IS 3529 AMES BOULEVARD,
 AU2758'MARRERO, LOUISIANA, 70072.
 AU2758'
 AU2758'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE US HIGHWAY
 AU2758'90 AND STATE HIGHWAY 18 AT THE WEST EDGE OF WESTWEGO, GO EAST ON US
 AU2758'HIGHWAY 90 FOR 2.55 MILES TO THE JUNCTION OF AMES BOULEVARD.  TURN
 AU2758'RIGHT AND GO SOUTH ON AMES BOULEVARD FOR 2.9 MILES TO THE STATION
 AU2758'ON THE RIGHT.
 AU2758'
 AU2758'THE STATION MARKS ARE STANDARD DISKS STAMPED VISITATION 1972.  THE
 AU2758'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU2758'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 188 FEET
 AU2758'WEST-SOUTHWEST OF THE CENTER OF AMES BOULEVARD, 75 FEET
 AU2758'NORTH-NORTHWEST OF A POWERLINE POLE WITH LIGHT NEAR TOP, 46 FEET
 AU2758'NORTHEAST OF A 4-INCH PINE TREE AND 33 FEET SOUTHWEST OF AN
 AU2758'8-INCH LIVE OAK TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 AU2758'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AU2758'
 AU2758'REFERENCE MARK 1, A STANDARD DISK STAMPED VISITATION NO 1 1972, IS
 AU2758'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE STEP OF THE SCHOOL
 AU2758'BUILDING ENTRANCE.  IT IS 5 FEET WEST-NORTHWEST OF A DOOR, 4.8 FEET
 AU2758'SOUTH OF THE NORTH EDGE OF THE CONCRETE STEP AND 0.7 FOOT EAST OF
 AU2758'THE WEST EDGE OF THE CONCRETE STEP.
 AU2758'
 AU2758'REFERENCE MARK 2, A STANDARD DISK STAMPED VISITATION NO 2 1972, IS
 AU2758'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AU2758'4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 37 FEET
 AU2758'SOUTH-SOUTHEAST OF A POWERLINE POLE WITH 3 TRANSFORMERS, 17 FEET
 AU2758'NORTH-NORTHWEST OF AN 8-INCH LIVE OAK TREE AND 0.9 FOOT
 AU2758'SOUTH-SOUTHWEST OF A FENCE CORNER.
 AU2758'
 AU2758'REFERENCE MARK 3, A STANDARD DISK STAMPED VISITATION NO 3 1972, IS
 AU2758'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AU2758'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET
 AU2758'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 AU2758'11.5 FEET NORTH-NORTHEAST OF A 4-INCH LIVE OAK TREE, 10 FEET
 AU2758'SOUTHWEST OF A CHAIN-LINK FENCE AND 1.8 FEET SOUTHEAST OF A
 AU2758'POWERLINE POLE WITH LIGHT.
 AU2758'
 AU2758'TO REACH REFERENCE MARK 3, (AZ. MK.), FROM THE STATION, PACK
 AU2758'SOUTHWEST ACROSS A FOOTBALL FIELD FOR 0.15 MILE TO A BLOCK BUILDING
 AU2758'AND THE REFERENCE MARK SET NEAR A POWER LINE POLE.
 AU2758'
 AU2758'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 AU2758
 AU2758                          STATION RECOVERY (1987)
 AU2758
 AU2758'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (SLC)
 AU2758'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 AU2758'THE STATION WAS VISITED IN JULY 1987.  THE STATION MARK AND
 AU2758'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 AU2758'NO. 2 WAS NOT FOUND, A NEW PASTORS HOME IS NOW AT THE LOCATION OF
 AU2758'REFERENCE MARK 2.  REFERENCE MARK NO. 3 WAS FOUND DESTROYED.  A NEW
 AU2758'CHURCH AND A CEMENT PARKING AREA IS TO BE BUILT IN THE AREA OF THE
 AU2758'STATION.  THE STATION WAS RE-VISITED IN OCTOBER 1987 AT THE TIME
 AU2758'THE PARKING LOT WAS BEING POURED AROUND THE STATION MARK AND TWO
 AU2758'NEW REFERENCE MARKS WAS SET IN THE PARKING AREA AT THIS TIME TIME
 AU2758'ALSO.  DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 AU2758'OBTAINED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AU2758'
 AU2758'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 AU2758'SOUTHEAST OF WESTWEGO AND
 AU2758'2.4 KM (1.5 MI) SOUTH-SOUTHWEST OF MARRERO.
 AU2758'OWNERSHIP--VISITATION OF OUR LADY CATHOLIC SCHOOL. 3529 AMES
 AU2758'BOULEVARD, MARRERO, LOUISIANA, 70072.
 AU2758'
 AU2758'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE U.S. 90
 AU2758'AND STATE HIGHWAY 18 AT THE WEST EDGE OF WESTWEGO,  GO
 AU2758'EAST FOR 4.1 KM (2.55 MI) ON U.S. HIGHWAY 90 TO THE JUNCTION OF
 AU2758'AMES BOULEVARD.
 AU2758'TURN RIGHT AND GO SOUTH FOR 4.7 KM (2.9 MI) ON AMES BOULEVARD TO
 AU2758'THE STATION ON THE RIGHT SET IN A PARKING LOT AT THE VISITATION OF
 AU2758'OUR LADY CATHOLIC CHURCH AND SCHOOL.
 AU2758'
 AU2758'THE STATION IS A STANDARD NGS DISK
 AU2758'STAMPED---VISITATION 1972---,
 AU2758'SET INTO A ROUND CONCRETE MONUMENT SURROUNDED BY A CONCRETE PARKING
 AU2758'LOT AND FLUSH WITH THE SURFACE OF THE PARKING LOT.
 AU2758'25.9 METERS (85 FT) NORTHEAST FROM A 12-INCH LIVE OAK TREE,
 AU2758'16.6 METERS (54.5 FT) WEST FROM A  METAL LIGHT POLE,
 AU2758'13.4 METERS (44 FT) EAST-NORTHEAST FROM THE EAST END OF A SIDEWALK
 AU2758'AT THE WEST END OF THE PARKING LOT,
 AU2758'9.8 METERS (32 FT) SOUTHWEST FROM A 18-INCH LIVE OAK TREE AND
 AU2758'4.6 METERS (15 FT) WEST FROM THE CENTER OF A DRAIN.
 AU2758'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 AU2758'
 AU2758'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AU2758'STAMPED---VISITATION NO 1 1972---,
 AU2758'SET INTO A DRILL HOLE IN THE TOP OF A CONCRETE STEP OF THE SCHOOL
 AU2758'BUILDING ENTRANCE.
 AU2758'1.5 METERS (5 FT) WEST-NORTHWEST FROM A DOOR,
 AU2758'1.5 METERS (5 FT) SOUTH FROM THE NORTH EDGE OF THE CONCRETE STEP AND
 AU2758'0.2 METERS (0.5 FT) EAST FROM THE WEST EDGE OF THE CONCRETE STEP.
 AU2758'MARK IS LEVEL WITH THE STATION.
 AU2758'
 AU2758'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 AU2758'STAMPED---VISITATION 1972 NO 4 1987---,
 AU2758'SET INTO THE PARKING LOT WHILE THE PARKING LOT WAS BEING POURED.
 AU2758'7.8 METERS (25.5 FT) SOUTH-SOUTHEAST FROM THE NORTH EDGE OF A DRIVE
 AU2758'THUR,
 AU2758'7.5 METERS (24.5 FT) NORTH FROM THE CENTER OF A DRAIN AND
 AU2758'5.9 METERS (19.5 FT) NORTH-NORTHWEST FROM A 18-INCH LIVE OAK TREE.
 AU2758'MARK IS LEVEL WITH THE STATION.
 AU2758'
 AU2758'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 AU2758'STAMPED---VISITATION 1972 NO 5 1987---,
 AU2758'SET INTO THE PARKING LOT WHILE THE PARKING LOT WAS BEING POURED.
 AU2758'13.3 METERS (43.5 FT) EAST FROM THE CENTER OF A DRAIN,
 AU2758'8.8 METERS (29 FT) NORTH FROM A METAL LIGHT POLE AND
 AU2758'6.9 METERS (22.5 FT) EAST-SOUTHEAST FROM A 18-INCH LIVE OAK TREE.
 AU2758'MARK IS LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3023 ***********************************************************************
 CQ3023  DESIGNATION -  VISTA
 CQ3023  PID         -  CQ3023
 CQ3023  STATE/COUNTY-  LA/CLAIBORNE
 CQ3023  USGS QUAD   -  LANGSTON (1986)
 CQ3023
 CQ3023                         *CURRENT SURVEY CONTROL
 CQ3023  ___________________________________________________________________
 CQ3023* NAD 83(1992)-  32 44 08.93334(N)    093 07 32.98252(W)     ADJUSTED  
 CQ3023* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 CQ3023  ___________________________________________________________________
 CQ3023  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CQ3023  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ3023
 CQ3023  HORZ ORDER  -  THIRD
 CQ3023
 CQ3023.The horizontal coordinates were established by classical geodetic methods
 CQ3023.and adjusted by the National Geodetic Survey in September 1999..
 CQ3023
 CQ3023.The orthometric height was scaled from a topographic map.
 CQ3023
 CQ3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3023
 CQ3023.The geoid height was determined by GEOID03.
 CQ3023
 CQ3023;                    North         East     Units Scale Factor Converg.
 CQ3023;SPC LA N     -   248,074.832   941,339.998   MT  1.00001650   -0 19 51.2
 CQ3023;SPC LA N     -   813,892.18  3,088,379.64   sFT  1.00001650   -0 19 51.2
 CQ3023;UTM  15      - 3,622,006.969   488,210.718   MT  0.99960171   -0 04 05.0
 CQ3023
 CQ3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3023!SPC LA N     -   0.99998257  x   1.00001650  =   0.99999907
 CQ3023!UTM  15      -   0.99998257  x   0.99960171  =   0.99958428
 CQ3023
 CQ3023:                Primary Azimuth Mark                     Grid Az
 CQ3023:SPC LA N     -  HOMER MUNICIPAL SOUTH TANK               044 04 59.5
 CQ3023:UTM  15      -  HOMER MUNICIPAL SOUTH TANK               043 49 13.3
 CQ3023
 CQ3023|---------------------------------------------------------------------|
 CQ3023| PID    Reference Object                     Distance      Geod. Az  |
 CQ3023|                                                           dddmmss.s |
 CQ3023| CQ2982 HOMER MUNICIPAL SOUTH TANK          APPROX. 8.6 KM 0434508.3 |
 CQ3023| CX7325 VISTA RM 1                           11.022 METERS 06232     |
 CQ3023| CX7324 VISTA AZ MK                                        2450256.9 |
 CQ3023| CX7326 VISTA RM 2                           12.826 METERS 33323     |
 CQ3023|---------------------------------------------------------------------|
 CQ3023
 CQ3023                          SUPERSEDED SURVEY CONTROL
 CQ3023
 CQ3023  NAD 83(1992)-  32 44 08.93803(N)    093 07 32.98216(W) AD(       ) 3
 CQ3023  NAD 83(1986)-  32 44 08.94480(N)    093 07 32.97346(W) AD(       ) 3
 CQ3023  NAD 27      -  32 44 08.41600(N)    093 07 32.37600(W) AD(       ) 3
 CQ3023
 CQ3023.Superseded values are not recommended for survey control.
 CQ3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3023.See file dsdata.txt to determine how the superseded data were derived.
 CQ3023
 CQ3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8821122007(NAD 83)
 CQ3023_MARKER: DS = TRIANGULATION STATION DISK
 CQ3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3023
 CQ3023  HISTORY     - Date     Condition        Report By
 CQ3023  HISTORY     - 1950     MONUMENTED       CGS
 CQ3023
 CQ3023                          STATION DESCRIPTION
 CQ3023
 CQ3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CQ3023'THE STATION IS LOCATED ABOUT 4.0 MILES WEST AND 3.75 MILES SOUTH
 CQ3023'OF HOMER ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 79.  IT IS 97 FEET
 CQ3023'WEST OF LARGE OAK TREE, 46 FEET NORTH OF THE CENTER OF U.S.
 CQ3023'HIGHWAY 79, 6 FEET SOUTH OF THE CENTER OF TRACK ROAD AND 4 FEET
 CQ3023'EAST OF WITNESS POST.  IT IS STAMPED VISTA 1950 AND PROJECTS
 CQ3023'5 INCHES.
 CQ3023'
 CQ3023'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 46 FEET
 CQ3023'NORTH OF THE CENTER OF U.S. HIGHWAY 79 AND 13 FEET SOUTH OF THE
 CQ3023'CENTER OF TRACK ROAD.  IT IS STAMPED VISTA NO 1 1950 AND PROJECTS
 CQ3023'6 INCHES.
 CQ3023'
 CQ3023'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 37 FEET NORTH
 CQ3023'OF THE CENTER OF TRACK ROAD AND 7.5 FEET WEST OF THE SOUTHWEST
 CQ3023'CORNER OF FENCE AROUND GARDEN.  IT IS STAMPED VISTA NO 2 1950 AND
 CQ3023'PROJECTS 6 INCHES.
 CQ3023'
 CQ3023'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO.
 CQ3023'2 IS 55.1 FEET.
 CQ3023'
 CQ3023'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 175 FEET
 CQ3023'NORTHWEST OF THE NORTHWEST CORNER OF SCHOOL, 65 FEET SOUTH OF
 CQ3023'THE CENTER OF U.S. HIGHWAY 79, 31 FEET WEST OF CENTER OF
 CQ3023'DRIVEWAY TO SCHOOL AND 1.5 FEET EAST OF WITNESS POST.  IT IS
 CQ3023'STAMPED VISTA 1950 AND PROJECTS 6 INCHES.
 CQ3023'
 CQ3023'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 CQ3023'SQUARE IN HOMER, GO SOUTH AND SOUTHWEST ON U.S. HIGHWAY 79
 CQ3023'FOR 2.9 MILES TO JUNCTION WITH STATE HIGHWAY 12, TAKE RIGHT FORK
 CQ3023'AND CONTINUE WESTERLY ON U.S. HIGHWAY 79 FOR 3.5 MILES TO LARGE
 CQ3023'OAK TREE ON BANK ON THE RIGHT AND STATION AS DESCRIBED.
 CQ3023'
 CQ3023'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 CQ3023'HIGHWAY 79 FOR 0.25 MILE TO SCHOOL ON THE LEFT AND AZIMUTH MARK
 CQ3023'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1192 ***********************************************************************
 CP1192  DESIGNATION -  VISTA CAP
 CP1192  PID         -  CP1192
 CP1192  STATE/COUNTY-  LA/EAST CARROLL
 CP1192  USGS QUAD   -  EAGLE BEND (1994)
 CP1192
 CP1192                         *CURRENT SURVEY CONTROL
 CP1192  ___________________________________________________________________
 CP1192* NAD 83(1992)-  32 33 38.63355(N)    091 07 06.06535(W)     ADJUSTED  
 CP1192* NAVD 88     -        28.12   (+/-2cm)      92.3    (feet)  VERTCON   
 CP1192  ___________________________________________________________________
 CP1192  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CP1192  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP1192
 CP1192  HORZ ORDER  -  SECOND
 CP1192  VERT ORDER  -  THIRD ? (See Below)
 CP1192
 CP1192.The horizontal coordinates were established by classical geodetic methods
 CP1192.and adjusted by the National Geodetic Survey in May 1994..
 CP1192
 CP1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1192.The vertical order pertains to the NGVD 29 superseded value.
 CP1192
 CP1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1192
 CP1192.The geoid height was determined by GEOID03.
 CP1192
 CP1192;                    North         East     Units Scale Factor Converg.
 CP1192;SPC LA N     -   229,316.217 1,129,749.091   MT  0.99997756   +0 43 49.7
 CP1192;SPC LA N     -   752,348.29  3,706,518.48   sFT  0.99997756   +0 43 49.7
 CP1192;SPC MS W     -   339,598.498   626,278.866   MT  1.00001699   -0 25 21.0
 CP1192;SPC MS W     - 1,114,166.07  2,054,716.58   sFT  1.00001699   -0 25 21.0
 CP1192;UTM  15      - 3,604,152.826   676,655.071   MT  0.99998483   +1 00 46.6
 CP1192
 CP1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1192!SPC LA N     -   0.99999974  x   0.99997756  =   0.99997730
 CP1192!SPC MS W     -   0.99999974  x   1.00001699  =   1.00001673
 CP1192!UTM  15      -   0.99999974  x   0.99998483  =   0.99998457
 CP1192
 CP1192                          SUPERSEDED SURVEY CONTROL
 CP1192
 CP1192  NAD 83(1992)-  32 33 38.64319(N)    091 07 06.06389(W) AD(       ) 2
 CP1192  NAD 83(1986)-  32 33 38.64560(N)    091 07 06.05972(W) AD(       ) 2
 CP1192  NAD 27      -  32 33 38.15100(N)    091 07 05.66900(W) AD(       ) 2
 CP1192  NGVD 29 (07/19/86)   28.15   (m)           92.4    (f) LEVELING    3  
 CP1192
 CP1192.Superseded values are not recommended for survey control.
 CP1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1192.See file dsdata.txt to determine how the superseded data were derived.
 CP1192
 CP1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7665504153(NAD 83)
 CP1192_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1192_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1192
 CP1192  HISTORY     - Date     Condition        Report By
 CP1192  HISTORY     - 1929     MONUMENTED       MRC
 CP1192  HISTORY     - 1934     GOOD             DOD
 CP1192  HISTORY     - 1935     SEE DESCRIPTION  CGS
 CP1192
 CP1192                          STATION DESCRIPTION
 CP1192
 CP1192'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 CP1192'STATION IS ON THE RIGHT BANK OF MISSISSIPPI RIVER, 515 METERS
 CP1192'(1,690 FEET) BACK OF RIVER BANK, BACK OF CENTER OF BAR FORMING
 CP1192'IN TERRAPIN NECK CUT-OFF, 1-1/4 MILES BELOW HENDERSON AND
 CP1192'VISTA (LOW-WATER) LANDING, ABOUT 2.7 MILES BY LEVEE SW OF
 CP1192'HENDERSON POST OFFICE AND STORE, 32 METERS (105 FEET) BACK
 CP1192'OF CENTER OF LEVEE AT POINT 92 METERS (302 FEET) ABOVE PROMINENT
 CP1192'ANGLE IN LEVEE, AT LOWER END OF MILE OF STRAIGHT LEVEE, IN OPEN
 CP1192'GROUND BETWEEN LEVEE AND FIELD, AND 3 METERS (10 FEET) N 60
 CP1192'DEG E OF A BLAZED 60-INCH COTTONWOOD WITH BROKEN TOP.
 CP1192'
 CP1192'STATION IS MARKED BY A STANDARD MARK OF MISSISSIPPI RIVER
 CP1192'COMMISSION, BRASS CAP ON STEEL PIPE ABOVE, AND COPPER BOLT
 CP1192'IN TILE BELOW.
 CP1192'
 CP1192'STATION HENDERSON IS 29.92 METERS (98.2 FEET) DISTANT IN
 CP1192'AZIMUTH 317 DEG 56 MIN.
 CP1192
 CP1192                          STATION RECOVERY (1934)
 CP1192
 CP1192'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1934
 CP1192'2.9 MI N FROM HENDERSON.
 CP1192'P.B.M. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1192'OF THE MISS. RIVER EAST CARROL PARISH LA.  1690 FT. BACK OF RIVER
 CP1192'BANK.  BACK OF CENTER OF BAR FORMING TERRAPIN NECK CUTOFF.  1 1/4
 CP1192'BELOW HENDERSON AND VISTA (LOW WATER) LANDING.  2 1/2 BELOW HENDERSON
 CP1192'STORE AND POST OFFICE.  105 FT. BACK OF CENTERLINE OF LEVEE AT A POINT
 CP1192'302 FT. ABOVE PROMINENT ANGLE IN LEVEE.  AT LOWER END OF A MILE OF
 CP1192'STRAIGHT LEVEE.  IN OPEN GROUND BETWEEN LEVEE AND FIELD.
 CP1192
 CP1192                          STATION RECOVERY (1935)
 CP1192
 CP1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 CP1192'APPROACH TO STATION SITE CUT OFF BY WATER.
 CP1192'
 CP1192'STATION UNDER WATER JUNE 1935.
 CP1192'
 CP1192'OLD LEVEE HAS BEEN ABANDONED AND A NEW ONE BUILT 1/4 MILE W
 CP1192'IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3316 ***********************************************************************
 CQ3316  DESIGNATION -  VIVIAN
 CQ3316  PID         -  CQ3316
 CQ3316  STATE/COUNTY-  LA/CADDO
 CQ3316  USGS QUAD   -  VIVIAN NORTH (1971)
 CQ3316
 CQ3316                         *CURRENT SURVEY CONTROL
 CQ3316  ___________________________________________________________________
 CQ3316* NAD 83(1992)-  32 53 54.88169(N)    093 59 11.86787(W)     ADJUSTED  
 CQ3316* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 CQ3316  ___________________________________________________________________
 CQ3316  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 CQ3316  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CQ3316
 CQ3316  HORZ ORDER  -  FIRST
 CQ3316
 CQ3316.The horizontal coordinates were established by classical geodetic methods
 CQ3316.and adjusted by the National Geodetic Survey in September 1999..
 CQ3316
 CQ3316.The orthometric height was scaled from a topographic map.
 CQ3316
 CQ3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3316
 CQ3316.The geoid height was determined by GEOID03.
 CQ3316
 CQ3316;                    North         East     Units Scale Factor Converg.
 CQ3316;SPC LA N     -   266,910.858   860,906.779   MT  1.00006111   -0 47 09.5
 CQ3316;SPC LA N     -   875,690.04  2,824,491.66   sFT  1.00006111   -0 47 09.5
 CQ3316;SPC TXNC     - 2,145,674.656 1,022,088.691   MT  0.99987617   +2 27 41.6
 CQ3316;SPC TXNC     - 7,039,600.93  3,353,302.65   sFT  0.99987617   +2 27 41.6
 CQ3316;SPC AR S     -   427,526.795   214,121.549   MT  1.00011320   -1 06 42.8
 CQ3316;SPC AR S     - 1,402,644.16    702,497.12   sFT  1.00011320   -1 06 42.8
 CQ3316;UTM  15      - 3,640,474.959   407,725.949   MT  0.99970498   -0 32 09.3
 CQ3316
 CQ3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3316!SPC LA N     -   0.99998939  x   1.00006111  =   1.00005050
 CQ3316!SPC TXNC     -   0.99998939  x   0.99987617  =   0.99986556
 CQ3316!SPC AR S     -   0.99998939  x   1.00011320  =   1.00010259
 CQ3316!UTM  15      -   0.99998939  x   0.99970498  =   0.99969437
 CQ3316
 CQ3316|---------------------------------------------------------------------|
 CQ3316| PID    Reference Object                     Distance      Geod. Az  |
 CQ3316|                                                           dddmmss.s |
 CQ3316| CX7328 VIVIAN RM 1 RESET                    29.580 METERS 00149     |
 CQ3316| CX7327 VIVIAN RM 1                          37.290 METERS 02629     |
 CQ3316| CX7329 VIVIAN RM 2                          86.106 METERS 15252     |
 CQ3316| CQ3310 VIVIAN RADIO STATION KLVI MAST      APPROX. 3.8 KM 1674803.8 |
 CQ3316| CQ3312 VIVIAN MUNICIPAL TANK               APPROX. 2.7 KM 1914705.9 |
 CQ3316| CQ3315 RODESSA MUNICIPAL TANK              APPROX. 8.1 KM 3534508.7 |
 CQ3316|---------------------------------------------------------------------|
 CQ3316
 CQ3316                          SUPERSEDED SURVEY CONTROL
 CQ3316
 CQ3316  NAD 83(1992)-  32 53 54.88529(N)    093 59 11.86635(W) AD(       ) 1
 CQ3316  NAD 83(1992)-  32 53 54.89055(N)    093 59 11.86001(W) AD(       ) 1
 CQ3316  NAD 83(1986)-  32 53 54.89102(N)    093 59 11.85749(W) AD(       ) 1
 CQ3316  NAD 27      -  32 53 54.39700(N)    093 59 11.20400(W) AD(       ) 1
 CQ3316
 CQ3316.Superseded values are not recommended for survey control.
 CQ3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3316.See file dsdata.txt to determine how the superseded data were derived.
 CQ3316
 CQ3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0772640475(NAD 83)
 CQ3316_MARKER: DS = TRIANGULATION STATION DISK
 CQ3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3316
 CQ3316  HISTORY     - Date     Condition        Report By
 CQ3316  HISTORY     - 1930     MONUMENTED       CGS
 CQ3316  HISTORY     - 1935     GOOD             LAGS
 CQ3316  HISTORY     - 1956     GOOD             CGS
 CQ3316  HISTORY     - 1958     GOOD             CGS
 CQ3316  HISTORY     - 1970     GOOD             USGS
 CQ3316
 CQ3316                          STATION DESCRIPTION
 CQ3316
 CQ3316'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CQ3316'TWO MILES N OF VIVIAN, 1/4 MILE W OF HIGHWAY 8, AT NW CORNER
 CQ3316'OF SMALL CLEARING AND ON NE END OF THE HIGHEST KNOLL IN THE
 CQ3316'VICINITY, ABOUT 50 METERS (164 FEET) W OF FORK IN WOODS ROAD,
 CQ3316'11.6 METERS (38 FEET) S OF ROAD LEADING W, 37 METERS (121 FEET)
 CQ3316'W OF ROAD LEADING S AND 20.3 METERS (67 FEET) W BY S OF A
 CQ3316'2 1/2-FOOT PIN OAK TREE.  APPROXIMATE LOCATION FROM MAP IS IN
 CQ3316'SECTION 6, T 22 N., R. 16 W.
 CQ3316'
 CQ3316'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ3316'DISKS SET IN CONCRETE.
 CQ3316'
 CQ3316'REFERENCE MARK NO. 1 IS 1 METER (3 FEET) S OF WIRE FENCE,
 CQ3316'AT NW CORNER OF LAND OWNED BY MR. BUSSA, AND 37.29 METERS (122.3
 CQ3316'FEET) FROM STATION N 26 DEG 29 MIN. E.
 CQ3316'
 CQ3316'REFERENCE MARK NO. 2 IS ALONGSIDE E EDGE OF CLEARING, 3 METERS
 CQ3316'(10 FEET) E OF OLD ROAD, ABOUT 30 METERS (98 FEET) FROM S END
 CQ3316'OF A CLEARING AND 90 METERS (295 FEET) FROM STATION
 CQ3316'S 27 DEG 08 MIN E.
 CQ3316
 CQ3316                          STATION RECOVERY (1935)
 CQ3316
 CQ3316'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 CQ3316'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 CQ3316'
 CQ3316'REFERENCE MARK NO. 1 IS 3 FEET S OF WIRE FENCE AT NW CORNER
 CQ3316'OF LAND OWNED BY MR. BUSSA, AND 122.3 FEET FROM THE STATION.
 CQ3316'
 CQ3316'REFERENCE MARK NO. 2 IS ALONGSIDE E EDGE OF CLEARING 10 FEET
 CQ3316'E OF OLD ROAD AND ABOUT 98 FEET FROM S END OF CLEARING AND 283
 CQ3316'FEET FROM THE STATION.
 CQ3316
 CQ3316                          STATION RECOVERY (1956)
 CQ3316
 CQ3316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JHH)
 CQ3316'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CQ3316'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 HAS BEEN DUG UP AND
 CQ3316'PULLED ABOUT 20 FEET OUT OF POSITION.  DIRECTIONS FOR PROCEEDING
 CQ3316'TO STATION SITE ARE CORRECT.
 CQ3316
 CQ3316                          STATION RECOVERY (1958)
 CQ3316
 CQ3316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3316'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CQ3316'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 CQ3316'MARK NO. 1 HAS BEEN PLOWED UP AND RESET.  A NEW DESCRIPTION
 CQ3316'FOLLOWS.
 CQ3316'
 CQ3316'THE STATION IS LOCATED ON THE NORTHEAST END OF THE HIGHEST KNOLL
 CQ3316'IN THE VICINITY, ABOUT 2 MILES NORTH OF VIVIAN, 115 FEET
 CQ3316'SOUTH-SOUTHWEST OF THE CENTER OF THE FORKS IN A DIRT ROAD,
 CQ3316'67 FEET NORTHEAST OF 36-INCH OAK TREE AND 6 FEET EAST OF A
 CQ3316'WITNESS POST.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF
 CQ3316'THE GROUND AND IS STAMPED VIVIAN 1930.
 CQ3316'
 CQ3316'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE CENTER OF THE
 CQ3316'FORKS IN A DIRT ROAD AND 14 FEET NORTH OF A WIRE FENCE.  THE
 CQ3316'MARK PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CQ3316'STAMPED VIVIAN NO 1 1930.
 CQ3316'
 CQ3316'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTER OF A DIRT
 CQ3316'ROAD AND SET UNDER POWERLINE WIRES.  THE MARK PROJECTS 6 INCHES
 CQ3316'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED VIVIAN NO 2 1930.
 CQ3316'
 CQ3316'NO SUITABLE LOCATION FOR AZIMUTH MARK.
 CQ3316'
 CQ3316'TO REACH THE STATION FROM THE CITY HALL IN VIVIAN, GO NORTH
 CQ3316'ON STATE ROAD NO. 1 A FOR 1.5 MILES TO A NARROW DIRT ROAD ON
 CQ3316'THE LEFT JUST BEYOND G AND B GAS CO., TURN LEFT AND GO WEST ON
 CQ3316'DIRT ROAD FOR 0.25 MILE TO SUMMIT OF HILL AND THE STATION AS
 CQ3316'DESCRIBED.
 CQ3316'
 CQ3316'OBSERVATIONS WERE MADE FROM A 77 FEET TOWER.
 CQ3316
 CQ3316                          STATION RECOVERY (1970)
 CQ3316
 CQ3316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDR)
 CQ3316'ABOUT 282 NNW OF E-W SINGLE-POLE POWER LINE.  AT S. EDGE OF SMALL
 CQ3316'CLEARING (60 FT X 115 FT) WITH TRAIL FKS. AT NE CORNER (TRAILS
 CQ3316'E.W. AND S)
 CQ3316'
 CQ3316'NOTE--LAND NET DESC. OF 1930 IS IN ERROR.  STA. FALLS NEAR
 CQ3316'CENTER SEC. 23, T 21 N, R 17 W.
 CQ3316'
 CQ3316'BOTH REF. MKS. FOUND IN GOOD CONDITION ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3312 ***********************************************************************
 CQ3312  DESIGNATION -  VIVIAN MUNICIPAL TANK
 CQ3312  PID         -  CQ3312
 CQ3312  STATE/COUNTY-  LA/CADDO
 CQ3312  USGS QUAD   -  VIVIAN SOUTH (1971)
 CQ3312
 CQ3312                         *CURRENT SURVEY CONTROL
 CQ3312  ___________________________________________________________________
 CQ3312* NAD 83(1992)-  32 52 28.97339(N)    093 59 33.10810(W)     ADJUSTED  
 CQ3312* NAVD 88     -                                                        
 CQ3312  ___________________________________________________________________
 CQ3312  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 CQ3312  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CQ3312
 CQ3312  HORZ ORDER  -  THIRD
 CQ3312
 CQ3312.The horizontal coordinates were established by classical geodetic methods
 CQ3312.and adjusted by the National Geodetic Survey in September 1999..
 CQ3312
 CQ3312
 CQ3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3312
 CQ3312.The geoid height was determined by GEOID03.
 CQ3312
 CQ3312;                    North         East     Units Scale Factor Converg.
 CQ3312;SPC LA N     -   264,272.033   860,318.337   MT  1.00005406   -0 47 20.8
 CQ3312;SPC LA N     -   867,032.49  2,822,561.08   sFT  1.00005406   -0 47 20.8
 CQ3312;SPC TXNC     - 2,143,007.217 1,021,650.761   MT  0.99987736   +2 27 30.1
 CQ3312;SPC TXNC     - 7,030,849.51  3,351,865.87   sFT  0.99987736   +2 27 30.1
 CQ3312;UTM  15      - 3,637,834.519   407,149.239   MT  0.99970630   -0 32 19.6
 CQ3312
 CQ3312                          SUPERSEDED SURVEY CONTROL
 CQ3312
 CQ3312  NAD 83(1992)-  32 52 28.97653(N)    093 59 33.10669(W) AD(       ) 4
 CQ3312  NAD 83(1992)-  32 52 28.98172(N)    093 59 33.10033(W) AD(       ) 4
 CQ3312  NAD 83(1986)-  32 52 28.98280(N)    093 59 33.09770(W) AD(       ) 4
 CQ3312  NAD 27      -  32 52 28.48400(N)    093 59 32.44400(W) AD(       ) 3
 CQ3312
 CQ3312.Superseded values are not recommended for survey control.
 CQ3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3312.See file dsdata.txt to determine how the superseded data were derived.
 CQ3312
 CQ3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0714937835(NAD 83)
 CQ3312_MARKER: 51 = TANK
 CQ3312
 CQ3312  HISTORY     - Date     Condition        Report By
 CQ3312  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3312
 CQ3312                          STATION DESCRIPTION
 CQ3312
 CQ3312'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3312'THE STATION IS LOCATED IN THE WEST EDGE OF VIVIAN AND ABOUT
 CQ3312'0.3 MILE WEST OF THE POST OFFICE.  THE TANK IS SUPPORTED
 CQ3312'BY A 4-LEGGED STEEL STRUCTURE AND ITS OVERALL HEIGHT IS ABOUT
 CQ3312'80 FEET.  IT IS PAINTED SILVER IN COLOR.  THE TOP AND CENTER
 CQ3312'WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3310 ***********************************************************************
 CQ3310  DESIGNATION -  VIVIAN RADIO STATION KLVI MAST
 CQ3310  PID         -  CQ3310
 CQ3310  STATE/COUNTY-  LA/CADDO
 CQ3310  USGS QUAD   -  VIVIAN SOUTH (1971)
 CQ3310
 CQ3310                         *CURRENT SURVEY CONTROL
 CQ3310  ___________________________________________________________________
 CQ3310* NAD 83(1992)-  32 51 53.95902(N)    093 58 40.89200(W)     ADJUSTED  
 CQ3310* NAVD 88     -                                                        
 CQ3310  ___________________________________________________________________
 CQ3310  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 CQ3310  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CQ3310
 CQ3310  HORZ ORDER  -  THIRD
 CQ3310
 CQ3310.The horizontal coordinates were established by classical geodetic methods
 CQ3310.and adjusted by the National Geodetic Survey in September 1999..
 CQ3310
 CQ3310
 CQ3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3310
 CQ3310.The geoid height was determined by GEOID03.
 CQ3310
 CQ3310;                    North         East     Units Scale Factor Converg.
 CQ3310;SPC LA N     -   263,174.814   861,660.974   MT  1.00005124   -0 46 53.2
 CQ3310;SPC LA N     -   863,432.70  2,826,966.05   sFT  1.00005124   -0 46 53.2
 CQ3310;SPC TXNC     - 2,141,987.999 1,023,053.154   MT  0.99987790   +2 27 58.5
 CQ3310;SPC TXNC     - 7,027,505.63  3,356,466.89   sFT  0.99987790   +2 27 58.5
 CQ3310;UTM  15      - 3,636,743.561   408,496.191   MT  0.99970324   -0 31 50.8
 CQ3310
 CQ3310                          SUPERSEDED SURVEY CONTROL
 CQ3310
 CQ3310  NAD 83(1992)-  32 51 53.96204(N)    093 58 40.89035(W) AD(       ) 4
 CQ3310  NAD 83(1992)-  32 51 53.96737(N)    093 58 40.88425(W) AD(       ) 4
 CQ3310  NAD 83(1986)-  32 51 53.96860(N)    093 58 40.88165(W) AD(       ) 4
 CQ3310  NAD 27      -  32 51 53.46900(N)    093 58 40.22800(W) AD(       ) 3
 CQ3310
 CQ3310.Superseded values are not recommended for survey control.
 CQ3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3310.See file dsdata.txt to determine how the superseded data were derived.
 CQ3310
 CQ3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0849636744(NAD 83)
 CQ3310_MARKER: 42 = RADIO/TV MAST
 CQ3310
 CQ3310  HISTORY     - Date     Condition        Report By
 CQ3310  HISTORY     - 1958     FIRST OBSERVED   CGS
 CQ3310
 CQ3310                          STATION DESCRIPTION
 CQ3310
 CQ3310'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CQ3310'THE STATION IS LOCATED IN THE EAST EDGE OF VIVIAN.  THE MAST
 CQ3310'IS MOUNTED ON A CONCRETE FOUNDATION, ABOUT 150 FEET IN HEIGHT,
 CQ3310'COLORED RED AND WHITE AND THE RED LIGHT ON TOP WAS THE POINT
 CQ3310'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2792 ***********************************************************************
 CQ2792  DESIGNATION -  VIXEN
 CQ2792  PID         -  CQ2792
 CQ2792  STATE/COUNTY-  LA/CALDWELL
 CQ2792  USGS QUAD   -  BLANKSTON (1989)
 CQ2792
 CQ2792                         *CURRENT SURVEY CONTROL
 CQ2792  ___________________________________________________________________
 CQ2792* NAD 83(1992)-  32 13 51.15575(N)    092 14 10.17869(W)     ADJUSTED  
 CQ2792* NAVD 88     -        76.5    (meters)     251.     (feet)  VERTCON   
 CQ2792  ___________________________________________________________________
 CQ2792  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CQ2792  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ2792
 CQ2792  HORZ ORDER  -  FIRST
 CQ2792
 CQ2792.The horizontal coordinates were established by classical geodetic methods
 CQ2792.and adjusted by the National Geodetic Survey in January 1993..
 CQ2792
 CQ2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2792
 CQ2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2792
 CQ2792.The geoid height was determined by GEOID03.
 CQ2792
 CQ2792;                    North         East     Units Scale Factor Converg.
 CQ2792;SPC LA N     -   191,942.317 1,024,866.551   MT  0.99992962   +0 08 22.2
 CQ2792;SPC LA N     -   629,730.75  3,362,416.34   sFT  0.99992962   +0 08 22.2
 CQ2792;UTM  15      - 3,566,282.950   571,968.250   MT  0.99966387   +0 24 26.6
 CQ2792
 CQ2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2792!SPC LA N     -   0.99999202  x   0.99992962  =   0.99992164
 CQ2792!UTM  15      -   0.99999202  x   0.99966387  =   0.99965590
 CQ2792
 CQ2792:                Primary Azimuth Mark                     Grid Az
 CQ2792:SPC LA N     -  LUNA                                     006 07 02.4
 CQ2792:UTM  15      -  LUNA                                     005 50 58.0
 CQ2792
 CQ2792|---------------------------------------------------------------------|
 CQ2792| PID    Reference Object                     Distance      Geod. Az  |
 CQ2792|                                                           dddmmss.s |
 CQ2792| CQ2741 LUNA                                APPROX.10.7 KM 0061524.6 |
 CQ2792| CY5794 VIXEN RM 1                           31.644 METERS 00757     |
 CQ2792| CY5795 VIXEN RM 2                           31.053 METERS 13050     |
 CQ2792| CY5793 VIXEN AZ MK                                        1532604.9 |
 CQ2792| CQ2814 CHATHAM G CO M WAVE KJN 65          APPROX. 6.4 KM 2923057.4 |
 CQ2792|---------------------------------------------------------------------|
 CQ2792
 CQ2792                          SUPERSEDED SURVEY CONTROL
 CQ2792
 CQ2792  NAD 83(1986)-  32 13 51.16968(N)    092 14 10.17033(W) AD(       ) 1
 CQ2792  NAD 27      -  32 13 50.61619(N)    092 14 09.66925(W) AD(       ) 1
 CQ2792  NGVD 29 (07/19/86)   76.5    (m)          251.     (f) VERT ANG       
 CQ2792
 CQ2792.Superseded values are not recommended for survey control.
 CQ2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2792.See file dsdata.txt to determine how the superseded data were derived.
 CQ2792
 CQ2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7196866283(NAD 83)
 CQ2792_MARKER: DS = TRIANGULATION STATION DISK
 CQ2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2792_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2792
 CQ2792  HISTORY     - Date     Condition        Report By
 CQ2792  HISTORY     - 1971     MONUMENTED       NGS
 CQ2792
 CQ2792                          STATION DESCRIPTION
 CQ2792
 CQ2792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2792'MEASUREMENT BETWEEN RMS WAS PARTIALLY OBSTRUCTED.
 CQ2792'
 CQ2792'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTH OF COTTON PLANT,
 CQ2792'7-1/2 MILES WEST OF COREY, 6-1/2 MILES SOUTH OF LUNA AND 2
 CQ2792'MILES EAST-SOUTHEAST OF VIXEN.  IT IS ON TOP OF A SMALL KNOLL
 CQ2792'THAT IS IN ABOUT THE CENTER OF SECTION 2, T 15 N, R 2 E, AND
 CQ2792'ON LAND OWNED BY THE OLINKRAFT INCORPORATION OF POST OFFICE
 CQ2792'BOX 488, WEST MONROE, LOUISIANA 71291.
 CQ2792'
 CQ2792'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 557
 CQ2792'AND 4 IN VIXEN, GO EASTERLY ON STATE HIGHWAY 4 FOR 2.15
 CQ2792'MILES TO A GRADED SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 CQ2792'AND NORTHWEST ON GRADED ROAD FOR 0.2 MILE TO A FORK, TAKE
 CQ2792'THE LEFT FORK AND CONTINUE NORTH AND NORTHWEST FOR 0.6 MILE TO
 CQ2792'A ROAD FORK AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF
 CQ2792'ROADS.  CONTINUE NORTHWESTERLY ON MAIN GRADED ROAD FOR
 CQ2792'0.15 MILE TO THE TOP OF SMALL KNOLL AND THE STATION ON THE
 CQ2792'LEFT, SOUTH SIDE OF ROAD AS DESCRIBED.
 CQ2792'
 CQ2792'STATION MARKS ARE STANDARD DISKS STAMPED VIXEN 1971.  THE SURFACE
 CQ2792'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2792'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 CQ2792'IS 30 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF ROAD AND
 CQ2792'5.8 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED.  THE
 CQ2792'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2792'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2792'
 CQ2792'REFERENCE MARK 1, A STANDARD DISK STAMPED VIXEN NO 1 1971,
 CQ2792'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2792'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET
 CQ2792'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF ROAD AND 3 FEET
 CQ2792'WEST-NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 CQ2792'
 CQ2792'REFERENCE MARK 2, A STANDARD DISK STAMPED VIXEN NO 2 1971,
 CQ2792'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2792'THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT IS 22 FEET
 CQ2792'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF ROAD AND 5
 CQ2792'FEET WEST-NORTHWEST OF A 14 INCH PINE TREE.
 CQ2792'
 CQ2792'AZIMUTH MARK, A STANDARD DISK STAMPED VIXEN 1971, IS SET IN
 CQ2792'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2792'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 38
 CQ2792'FEET SOUTH OF THE APPROXIMATE CENTER OF DIRT ROAD 37 FEET EAST
 CQ2792'OF THE APPROXIMATE CENTER OF DIRT ROAD AND 2.4 FEET WEST
 CQ2792'OF METAL WITNESS POST WITH SIGN ATTACHED.
 CQ2792'
 CQ2792'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3090 ***********************************************************************
 AU3090  DESIGNATION -  VOSS 1934
 AU3090  PID         -  AU3090
 AU3090  STATE/COUNTY-  LA/TERREBONNE
 AU3090  USGS QUAD   -  LAKE MECHANT (1994)
 AU3090
 AU3090                         *CURRENT SURVEY CONTROL
 AU3090  ___________________________________________________________________
 AU3090* NAD 83(1992)-  29 21 42.76297(N)    090 59 36.51696(W)     ADJUSTED  
 AU3090* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3090  ___________________________________________________________________
 AU3090  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3090  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AU3090
 AU3090  HORZ ORDER  -  THIRD
 AU3090
 AU3090.The horizontal coordinates were established by classical geodetic methods
 AU3090.and adjusted by the National Geodetic Survey in January 1993..
 AU3090.No horizontal observational check was made to the station.
 AU3090
 AU3090.The orthometric height was scaled from a topographic map.
 AU3090
 AU3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3090
 AU3090.The geoid height was determined by GEOID03.
 AU3090
 AU3090;                    North         East     Units Scale Factor Converg.
 AU3090;SPC LA S     -    95,585.243 1,032,998.774   MT  0.99998748   +0 10 11.8
 AU3090;SPC LA S     -   313,599.25  3,389,096.81   sFT  0.99998748   +0 10 11.8
 AU3090;UTM  15      - 3,249,752.427   694,771.431   MT  1.00006812   +0 59 03.0
 AU3090
 AU3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3090!SPC LA S     -   1.00000391  x   0.99998748  =   0.99999139
 AU3090!UTM  15      -   1.00000391  x   1.00006812  =   1.00007203
 AU3090
 AU3090:                Primary Azimuth Mark                     Grid Az
 AU3090:SPC LA S     -  MERCHANT                                 130 02 00.1
 AU3090:UTM  15      -  MERCHANT                                 129 13 08.9
 AU3090
 AU3090|---------------------------------------------------------------------|
 AU3090| PID    Reference Object                     Distance      Geod. Az  |
 AU3090|                                                           dddmmss.s |
 AU3090| AU3087 MERCHANT                            APPROX. 4.3 KM 1301211.9 |
 AU3090| AU3091 VOSS 2                               26.818 METERS 29608     |
 AU3090|---------------------------------------------------------------------|
 AU3090
 AU3090                          SUPERSEDED SURVEY CONTROL
 AU3090
 AU3090  NAD 83(1986)-  29 21 42.78765(N)    090 59 36.52395(W) AD(       ) 3
 AU3090  NAD 27      -  29 21 42.00000(N)    090 59 36.17000(W) AD(       ) 3
 AU3090
 AU3090.Superseded values are not recommended for survey control.
 AU3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3090.See file dsdata.txt to determine how the superseded data were derived.
 AU3090
 AU3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9477149752(NAD 83)
 AU3090_MARKER: DS = TRIANGULATION STATION DISK
 AU3090_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU3090_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU3090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3090
 AU3090  HISTORY     - Date     Condition        Report By
 AU3090  HISTORY     - 1934     MONUMENTED       CGS
 AU3090  HISTORY     - 1948     GOOD             CGS
 AU3090  HISTORY     - 1952     GOOD             CGS
 AU3090  HISTORY     - 1968     GOOD             CGS
 AU3090
 AU3090                          STATION DESCRIPTION
 AU3090
 AU3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU3090'STATION IS ON THE N BANK OF BAYOU DE CADE, W OF ITS INTERSECTION
 AU3090'WITH THE SHORT BAYOU LEADING TO VOSS (LOVELL) CANAL, 16 METERS
 AU3090'(52 FEET) N OF THE N BANK OF BAYOU DE CADE, 50 METERS (164 FEET)
 AU3090'W OF THE SHORT BAYOU AND IN HARD MARSH.
 AU3090'
 AU3090'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 AU3090'CONCRETE IN TOP OF TILE.
 AU3090'
 AU3090'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU3090'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3090'PILE DRIVEN INTO THE MARSH, IS 6 METERS (20 FEET) W OF THE
 AU3090'SHORT BAYOU, IN HARD MARSH, AND 42.9 METERS (141 FEET) FROM
 AU3090'THE STATION N 42 DEG E.
 AU3090'
 AU3090'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU3090'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU3090'PILE DRIVEN INTO THE MARSH, IS 7 METERS (23 FEET) FROM THE
 AU3090'BAYOU DE CADE, IN HARD MARSH AND 31.6 METERS (104 FEET) FROM
 AU3090'THE STATION S 42 DEG W.
 AU3090
 AU3090                          STATION RECOVERY (1948)
 AU3090
 AU3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU3090'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, BUT IT IS
 AU3090'UNDER 4 INCHES OF WATER AND 1 INCH OF MUD.
 AU3090'
 AU3090'THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED.
 AU3090'THEY TOO ARE PROBABLY UNDER THE MUD.
 AU3090'
 AU3090'THE STATION IS NOW 10 METERS N OF THE BAYOU OPPOSITE A SMALL
 AU3090'INDENTATION IN THE BANK.  THE STATION CAN BEST BE RECOVERED
 AU3090'BY LOCATING THE FOUR STUBS OF THE CORNER POSTS OF AN OLD
 AU3090'TOWER THAT STOOD OVER THE STATION.
 AU3090
 AU3090                          STATION RECOVERY (1952)
 AU3090
 AU3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3090'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 AU3090'MARKS WERE SEARCHED FOR BUT NOT RECOVERED.  THE 1948 RECOVERY
 AU3090'NOTE IS ADEQUATE EXCEPT THAT A WOODEN TOWER IS NOW IN PLACE
 AU3090'OVER THE STATION.
 AU3090
 AU3090                          STATION RECOVERY (1968)
 AU3090
 AU3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AU3090'THE STATION WAS VISITED 10-9-68 AND FOUND IN GOOD CONDITION.
 AU3090'REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT FOUND.  DUE TO THE
 AU3090'DANGER OF BEING DESTROYED ANEW STATION WAS ESTABLISHED.
 AU3090'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED FOR THE NEW
 AU3090'STATION.  THE STATION WAS LEFT AS FOUND, 12 FEET NORTH OF
 AU3090'BAYOU DE CADE AND 109 FEET WEST OF A SHORT BAYOU LEADING
 AU3090'NORTH.  IT WILL SOON BE DESTROYED DUE TO WAVE ACTION FROM THE
 AU3090'BOAT TRAVEL ON THE BAYOU.
 AU3090'
 AU3090'SEE DESCRIPTION FOR VOSS 2 1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3091 ***********************************************************************
 AU3091  DESIGNATION -  VOSS 2
 AU3091  PID         -  AU3091
 AU3091  STATE/COUNTY-  LA/TERREBONNE
 AU3091  USGS QUAD   -  LAKE MECHANT (1994)
 AU3091
 AU3091                         *CURRENT SURVEY CONTROL
 AU3091  ___________________________________________________________________
 AU3091* NAD 83(1992)-  29 21 43.14656(N)    090 59 37.40965(W)     ADJUSTED  
 AU3091* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU3091  ___________________________________________________________________
 AU3091  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3091  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AU3091
 AU3091  HORZ ORDER  -  THIRD
 AU3091
 AU3091.The horizontal coordinates were established by classical geodetic methods
 AU3091.and adjusted by the National Geodetic Survey in January 1993..
 AU3091.No horizontal observational check was made to the station.
 AU3091
 AU3091.The orthometric height was scaled from a topographic map.
 AU3091
 AU3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3091
 AU3091.The geoid height was determined by GEOID03.
 AU3091
 AU3091;                    North         East     Units Scale Factor Converg.
 AU3091;SPC LA S     -    95,596.982 1,032,974.662   MT  0.99998746   +0 10 11.3
 AU3091;SPC LA S     -   313,637.77  3,389,017.70   sFT  0.99998746   +0 10 11.3
 AU3091;UTM  15      - 3,249,763.823   694,747.153   MT  1.00006800   +0 59 02.5
 AU3091
 AU3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3091!SPC LA S     -   1.00000391  x   0.99998746  =   0.99999137
 AU3091!UTM  15      -   1.00000391  x   1.00006800  =   1.00007191
 AU3091
 AU3091|---------------------------------------------------------------------|
 AU3091| PID    Reference Object                     Distance      Geod. Az  |
 AU3091|                                                           dddmmss.s |
 AU3091| AU3090 VOSS 1934                            26.818 METERS 11608     |
 AU3091| DD8225 VOSS 2 RM 3                          26.576 METERS 25741     |
 AU3091| DD8226 VOSS 2 RM 4                          19.130 METERS 31034     |
 AU3091|---------------------------------------------------------------------|
 AU3091
 AU3091                          SUPERSEDED SURVEY CONTROL
 AU3091
 AU3091  NAD 83(1986)-  29 21 43.17124(N)    090 59 37.41664(W) AD(       ) 3
 AU3091  NAD 27      -  29 21 42.37861(N)    090 59 37.06067(W) AD(       ) 3
 AU3091
 AU3091.Superseded values are not recommended for survey control.
 AU3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3091.See file dsdata.txt to determine how the superseded data were derived.
 AU3091
 AU3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9474749764(NAD 83)
 AU3091_MARKER: DS = TRIANGULATION STATION DISK
 AU3091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3091_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3091
 AU3091  HISTORY     - Date     Condition        Report By
 AU3091  HISTORY     - 1968     MONUMENTED       CGS
 AU3091
 AU3091                          STATION DESCRIPTION
 AU3091
 AU3091'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AU3091'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE EAST
 AU3091'END OF LOST LAKE, ON THE NORTH BANK OF BAYOU DE CADE AND JUST
 AU3091'WEST OF A SHORT BAYOU LEADING NORTH TO VOSS CANAL.  IT IS THE
 AU3091'HARD MARSH, 105 FEET WEST OF THE WEST BANK OF THE BAYOU
 AU3091'LEADING NORTH AND 86 FEET NORTH OF BAYOU DE CADE.  IT IS A
 AU3091'TRIANGULATION STATION DISK CRIMPED TO A COPPER WELD ROD
 AU3091'DRIVEN INTO THE MARSH AND PROTECTED BY A SECION OF 4 INCH
 AU3091'ORANGEBURG PIPE PROJECTING ABOUT 2 FEET.  IT IS STAMPED
 AU3091'VOSS 2 1968.
 AU3091'
 AU3091'REFERENCE MARK NO. 3 IS 87.20 FEET WEST-NORTHWEST OF THE
 AU3091'STATION.  IT IS 171 FEET WEST OF THE WEST BANK OF THE BAYOU
 AU3091'LEADING NORTH AND 136 FEET NORTH OF THE NORTH BANK OF BAYOU
 AU3091'DE CADE.  IT IS A REFERENCE MARK DISK, STAMPED VOSS 2 NO
 AU3091'3 1968, CRIMPED TO A COPPER WELD ROD DRIVEN IN THE MARSH
 AU3091'AND PROTECTED BY A SECION OF 4-INCH ORANGEBURG PIPE PROJECTING
 AU3091'ABOUT 3 FEET.
 AU3091'
 AU3091'REFERENCE MARK NO. 4 IS 62.76 FEET NORTH OF THE STATION.  IT
 AU3091'IS 101 FEET WEST OF THE WEST BANK OF THE BAYOU LEADING NORTH
 AU3091'AND 140 FEET NORTH OF BAYOU DE CADE.  IT IS A REFERENCE MARK
 AU3091'DISK, STAMPED VOSS 2 NO 4 1968, CRIMPED ON A COPPERWELD ROD
 AU3091'DRIVEN IN THE MARSH AND PROTECTED BY A SECTION OF 4-INCH
 AU3091'ORANGEBURG PIPE PROJECTING ABOUT 3 FEET.
 AU3091'
 AU3091'NO AZIMUTH WAS ESTABLISHED FOR THE STATION AT THIS DATE.
 AU3091'
 AU3091'THE STATION CAN BE REACH BY BOAT OR AIR CRAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2844 ***********************************************************************
 BX2844  DESIGNATION -  VOWELLS
 BX2844  PID         -  BX2844
 BX2844  STATE/COUNTY-  LA/NATCHITOCHES
 BX2844  USGS QUAD   -  VOWELLS MILL (1988)
 BX2844
 BX2844                         *CURRENT SURVEY CONTROL
 BX2844  ___________________________________________________________________
 BX2844* NAD 83(1992)-  31 37 29.65702(N)    093 15 01.41717(W)     ADJUSTED  
 BX2844* NAVD 88     -       123.0    (meters)     404.     (feet)  VERTCON   
 BX2844  ___________________________________________________________________
 BX2844  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BX2844  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BX2844
 BX2844  HORZ ORDER  -  FIRST
 BX2844
 BX2844.The horizontal coordinates were established by classical geodetic methods
 BX2844.and adjusted by the National Geodetic Survey in January 1993..
 BX2844
 BX2844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2844
 BX2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2844
 BX2844.The geoid height was determined by GEOID03.
 BX2844
 BX2844;                    North         East     Units Scale Factor Converg.
 BX2844;SPC LA N     -   124,970.404   928,811.516   MT  0.99992772   -0 23 48.2
 BX2844;SPC LA N     -   410,007.07  3,047,275.78   sFT  0.99992772   -0 23 48.2
 BX2844;UTM  15      - 3,498,887.649   476,253.169   MT  0.99960695   -0 07 52.7
 BX2844
 BX2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2844!SPC LA N     -   0.99998479  x   0.99992772  =   0.99991251
 BX2844!UTM  15      -   0.99998479  x   0.99960695  =   0.99959175
 BX2844
 BX2844|---------------------------------------------------------------------|
 BX2844| PID    Reference Object                     Distance      Geod. Az  |
 BX2844|                                                           dddmmss.s |
 BX2844| CV8566 VOWELLS RM 1                         26.646 METERS 09122     |
 BX2844| CV8567 VOWELLS RM 2                         24.973 METERS 19033     |
 BX2844| CV8565 VOWELLS AZ MK                                      2721450.0 |
 BX2844|---------------------------------------------------------------------|
 BX2844
 BX2844                          SUPERSEDED SURVEY CONTROL
 BX2844
 BX2844  NAD 83(1986)-  31 37 29.67260(N)    093 15 01.40903(W) AD(       ) 1
 BX2844  NAD 27      -  31 37 29.06900(N)    093 15 00.79900(W) AD(       ) 1
 BX2844  NGVD 29 (07/19/86)  123.1    (m)          404.     (f) VERT ANG       
 BX2844
 BX2844.Superseded values are not recommended for survey control.
 BX2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2844.See file dsdata.txt to determine how the superseded data were derived.
 BX2844
 BX2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7625398888(NAD 83)
 BX2844_MARKER: DS = TRIANGULATION STATION DISK
 BX2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2844
 BX2844  HISTORY     - Date     Condition        Report By
 BX2844  HISTORY     - 1941     MONUMENTED       CGS
 BX2844  HISTORY     - 1965     GOOD             CGS
 BX2844  HISTORY     - 1966     GOOD             CGS
 BX2844  HISTORY     - 1971     GOOD             NGS
 BX2844
 BX2844                          STATION DESCRIPTION
 BX2844
 BX2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX2844'STATION IS ABOUT 4 MILES SW OF THE TOWN OF PROVENCAL ON
 BX2844'THE W END AND HIGHEST PART OF A TIMBERED RIDGE, 200 YARDS
 BX2844'SE OF A GRADED DIRT ROAD, 41 FEET E OF A 12-INCH TRIANGULAR
 BX2844'BLAZED TREE, 20 FEET S OF THE CENTER LINE OF A TRACK ROAD
 BX2844'AND 5 FEET ENE OF WHITE REFERENCE POST.  IT IS STAMPED VOWELLS
 BX2844'1941 AND PROJECTS 6 INCHES.
 BX2844'
 BX2844'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX2844'BRONZE DISKS SET IN CONCRETE.
 BX2844'
 BX2844'REFERENCE MARK NO. 1 IS E OF THE STATION, ABOUT 4 FEET LOWER.
 BX2844'IT IS STAMPED VOWELLS NO. 1 1941 AND PROJECTS 4 INCHES.
 BX2844'
 BX2844'REFERENCE MARK NO. 2 IS S BY W OF THE STATION, ABOUT 6 FEET
 BX2844'LOWER.  IT IS STAMPED VOWELLS NO. 2 1941 AND PROJECTS 6
 BX2844'INCHES.
 BX2844'
 BX2844'AZIMUTH MARK IS 0.25 MILE W OF THE STATION, 20 FEET S OF
 BX2844'THE CENTER LINE OF GRADED DIRT ROAD, AND 5 FEET E OF WHITE
 BX2844'REFERENCE POST.  IT IS STAMPED VOWELLS 1941 AND PROJECTS
 BX2844'6 INCHES.
 BX2844'
 BX2844'TO REACH FROM PROVENCAL GO S ON STATE HIGHWAY 39 FOR 1.15
 BX2844'MILES AND TAKE RIGHT FORK, SW OFF THE HIGHWAY, GO 0.95 MILE
 BX2844'AND TAKE RIGHT FORK, GRADED DIRT ROAD, FOLLOW THIS ROAD
 BX2844'FOR 3.0 MILES IN A WESTERLY DIRECTION TO A HIGH TIMBERED
 BX2844'HILL ABOUT 200 YARDS LEFT OF THE ROAD AND A DIM FORK TURNING
 BX2844'SHARP LEFT OFF THE GRADED ROAD, TAKE THIS DIM ROAD LEFT,
 BX2844'UP THE HILL TO THE HIGHEST POINT AND THE STATION.
 BX2844'
 BX2844'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BX2844
 BX2844                          STATION RECOVERY (1965)
 BX2844
 BX2844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2844'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 BX2844'STATION MARK AND REFERENCE MARK NUMBER 2 HAVE BEEN HIT BY
 BX2844'MACHINERY BUT ARE STILL SOLID IN THE GROUND.
 BX2844'
 BX2844'A NOTIBLE DIFFERENCE WAS FOUND IN THE MEASURED DISTANCE
 BX2844'TO REFERENCE MARK NUMBER 2.
 BX2844'
 BX2844'A DIFFERENCE IN THE OBSERVED ANGLES TO ALL MARKS WAS FOUND.
 BX2844'OBSERVATIONS WERE MADE ON THE MARKS ON TWO SEPARATE DAYS,
 BX2844'BY TWO DIFFERENT OBSERVERS.
 BX2844'
 BX2844'STATION IS ESTABLISHED ON LAND WHICH IS OWNED BY THE LOUISIANA
 BX2844'LONGLEAF LUMBER COMPANY OF FISHER, LOUISIANA.
 BX2844'
 BX2844'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 BX2844'MONUMENTS.
 BX2844'
 BX2844'STATION MARK DISK IS STAMPED VOWELLS 1941 AND THE MARK PROJECTS
 BX2844'ABOUT 6 INCHES.  MARK IS 17 FEET SOUTH-SOUTHWEST OF THE
 BX2844'CENTER OF A DIM TRACK ROAD AND 4.1 FEET EAST OF A METAL
 BX2844'WITNESS POST.
 BX2844'
 BX2844'REFERENCE MARK NUMBER 1 DISK IS STAMPED VOWELLS NO 1 1941
 BX2844'AND THE MARK PROJECTS ABOUT 3 INCHES.  MARK IS 30 FEET NORTHEAST
 BX2844'OF THE CENTER OF THE TRACK ROAD, 91.1 FEET EAST OF THE METAL
 BX2844'WITNESS POST AND THE MARK IS ABOUT 2-1/2 FEET LOWER ELEVATION
 BX2844'THAN THE STATION MARK.
 BX2844'
 BX2844'REFERENCE MARK NUMBER 2 DISK IS STAMPED VOWELLS NO 2 1941
 BX2844'AND THE MARK PROJECTS ABOUT 3 INCHES.  MARK IS 79.6 FEET
 BX2844'SOUTH-SOUTHWEST OF THE METAL WITNESS POST.
 BX2844'
 BX2844'AZIMUTH MARK DISK IS STAMPED VOWELLS 1941 AND THE MARK PROJECTS
 BX2844'ABOUT 3 INCHES.  MARK IS 36.6 FEET SOUTH-SOUTHEAST OF A
 BX2844'6-INCH TRIANGULAR BLAZED PINE TREE, 17-1/2 FEET SOUTHEAST
 BX2844'OF THE CENTER OF A TRACK ROAD AND 1.7 FEET NORTH-NORTHWEST
 BX2844'OF A METAL WITNESS POST.
 BX2844'
 BX2844'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 117
 BX2844'AND 120, AT THE RAILROAD CROSSING IN THE SMALL TOWN OF PROVENCAL.
 BX2844'GO SOUTH ON HIGHWAY 117 FOR 1.5 MILES TO A GRADED SIDE ROAD
 BX2844'RIGHT, AT SMALL STORE ON THE RIGHT.  TURN RIGHT AND FOLLOW
 BX2844'THE GRADED ROAD, WESTERLY FOR 0.95 MILE TO A SIDE ROAD RIGHT.
 BX2844'TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD NORTHWEST AND
 BX2844'WESTERLY FOR 3.05 MILES TO A 12-INCH TRIANGULAR BLAZED PINE
 BX2844'TREE ON THE RIGHT.  TURN LEFT, THENCE SHARP LEFT AGAIN AND
 BX2844'FOLLOW A DIM TRACK ROAD, EAST AND SOUTHEAST, UPHILL TO THE
 BX2844'HIGHEST POINT OF HILL AND STATION.
 BX2844'
 BX2844'CONTINUE WESTERLY FROM THE BLAZED PINE TREE, ON A TRACK
 BX2844'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, AS DESCRIBED.
 BX2844'
 BX2844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BX2844'SW OF PROVENCAL
 BX2844'
 BX2844'HEIGHT OF LIGHT ABOVE STATION MARK 72.34 FEET.
 BX2844
 BX2844                          STATION RECOVERY (1966)
 BX2844
 BX2844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 BX2844'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX2844
 BX2844                          STATION RECOVERY (1971)
 BX2844
 BX2844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2844'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE HIGH ELEVATION
 BX2844'OF THE GROUND BETWEEN MARKS.
 BX2844'
 BX2844'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 BX2844'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BX2844'THE DISTANCE AND DIRECTIONS CHECKED FAVORABLE.  A NEW DESCRIPTION
 BX2844'FOLLOWS.
 BX2844'
 BX2844'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTHWEST OF PROVENCAL,
 BX2844'5-1/4 MILES SOUTHEAST OF ROBELINE IN SECTION 36, T 8 N,
 BX2844'R 8 W AND ON LAND OWNED BY BOISE SOUTHERN, POST OFFICE BOX
 BX2844'1000, DERIDDER, LOUISIANA.
 BX2844'
 BX2844'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BX2844'6 AND STATE HIGHWAY 120 IN ROBELINE, GO SOUTH, WEST AND
 BX2844'SOUTHWEST ON STATE HIGHWAY 120 FOR 1.45 MILES TO A FORK
 BX2844'(PAVED ROAD LEFT).  TURN LEFT AND GO SOUTHEAST ON PAVED
 BX2844'ROAD FOR 1.4 MILES TO A FORK.  TAKE RIGHT FORK AND GO SOUTH
 BX2844'AND EAST ON GRAVELED ROAD FOR 0.75 MILE TO A REVERSE Y-FORK.
 BX2844'CONTINUE AHEAD SOUTH ON GRAVELED ROAD FOR 1.95 MILES TO
 BX2844'A FORK.  TAKE LEFT FORK AND GO SOUTHEAST ON GRAVELED ROAD FOR
 BX2844'1.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 BX2844'DIRT AND SAND ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON
 BX2844'THE RIGHT.  CONTINUE AHEAD EASTERLY ON SAND ROAD FOR 0.15
 BX2844'MILE TO A T-ROAD JUNCTION AND A LOGGING ROAD STRAIGHT
 BX2844'AHEAD.  CONTINUE STRAIGHT AHEAD ON LOGGING ROAD FOR 0.1 MILE
 BX2844'TO THE TOP OF A SMALL HILL AND THE STATION ON THE RIGHT.
 BX2844'
 BX2844'TO REACH THE E 3355 (LGS) FROM THE STATION GO WEST ON THE
 BX2844'LOGGING ROAD FOR 0.1 MILE TO THE T-ROAD JUNCTION.  TURN
 BX2844'RIGHT AND GO NORTH ON SAND ROAD FOR 0.1 MILE TO THE MARK
 BX2844'ON THE LEFT AS DESCRIBED.
 BX2844'
 BX2844'THE STATION MARKS ARE STANDARD DISKS STAMPED VOWELLS 1941.
 BX2844'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BX2844'MONUMENT THAT PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.
 BX2844'IT IS 88 FEET WEST OF A METAL WITNESS POST WITH SIGN, 80
 BX2844'FEET NORTH OF A METAL WITNESS POST WITH SIGN, 18 FEET SOUTHWEST
 BX2844'OF THE CENTER OF THE LOGGING ROAD AND 4 FEET NORTHEAST OF
 BX2844'A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS
 BX2844'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BX2844'BELOW THE GROUND SURFACE.
 BX2844'
 BX2844'REFERENCE MARK 1, A STANDARD DISK STAMPED VOWELLS NO 1 1941,
 BX2844'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BX2844'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BX2844'40 FEET SOUTH-SOUTHEAST OF A 4-INCH PINE TREE, 34 FEET
 BX2844'NORTH-NORTHEAST OF THE CENTER OF THE LOGGING ROAD AND 1
 BX2844'FOOT SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 BX2844'
 BX2844'REFERENCE MARK 2, A STANDARD DISK STAMPED VOWELLS NO 2 1941,
 BX2844'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BX2844'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 BX2844'
 BX2844'IT IS 61 FEET EAST-SOUTHEAST OF AN 8-INCH PINE TREE AND
 BX2844'1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 BX2844'
 BX2844'THE AZIMUTH MARK, A STANDARD DISK STAMPED VOWELLS 1941,
 BX2844'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BX2844'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BX2844'52 FEET WEST-SOUTHWEST OF A 12-INCH PINE TREE, 38 FEET NORTHEAST
 BX2844'OF A 5-INCH PINE TREE, 20 FEET SOUTHEAST OF THE CENTER OF
 BX2844'THE SAND ROAD AND 1.6 FEET NORTH-NORTHWEST OF A METAL WITNESS
 BX2844'POST WITH SIGN.
 BX2844'
 BX2844'E 3355, A STANDARD LOUISIANA GEODETIC SURVEY DISK STAMPED
 BX2844'E 3355, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 BX2844'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BX2844'37 FEET EAST-NORTHEAST OF THE CENTER OF A DIRT ROAD, 30
 BX2844'FEET EAST OF A 5-INCH PINE TREE, 25 FEET NORTH-NORTHWEST
 BX2844'OF THE CENTER OF A DIRT ROAD AND 1.8 FEET SOUTH-SOUTHEAST
 BX2844'OF A METAL WITNESS POST WITH SIGN.
 BX2844'
 BX2844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-3/4
 BX2844'MILES SOUTHWEST OF PROVENCAL.
 BX2844'
 BX2844'HEIGHT OF LIGHT ABOVE STATION MARK 72.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1551 ***********************************************************************
 BW1551  DESIGNATION -  VV 42
 BW1551  PID         -  BW1551
 BW1551  STATE/COUNTY-  LA/CATAHOULA
 BW1551  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1551
 BW1551                         *CURRENT SURVEY CONTROL
 BW1551  ___________________________________________________________________
 BW1551* NAD 83(1986)-  31 41 08.     (N)    091 50 09.     (W)     SCALED    
 BW1551* NAVD 88     -        18.33   (+/-2cm)      60.1    (feet)  VERTCON   
 BW1551  ___________________________________________________________________
 BW1551  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BW1551
 BW1551  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1551
 BW1551.The horizontal coordinates were scaled from a topographic map and have
 BW1551.an estimated accuracy of +/- 6 seconds.
 BW1551
 BW1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1551.The vertical order pertains to the NGVD 29 superseded value.
 BW1551
 BW1551.The geoid height was determined by GEOID03.
 BW1551
 BW1551;                    North         East    Units  Estimated Accuracy
 BW1551;SPC LA N     -   131,640.    1,062,970.      MT  (+/- 180 meters Scaled)
 BW1551
 BW1551                          SUPERSEDED SURVEY CONTROL
 BW1551
 BW1551  NGVD 29 (??/??/92)   18.327  (m)           60.13   (f) ADJ UNCH    1 2
 BW1551
 BW1551.Superseded values are not recommended for survey control.
 BW1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1551.See file dsdata.txt to determine how the superseded data were derived.
 BW1551
 BW1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR103061(NAD 83)
 BW1551_MARKER: DB = BENCH MARK DISK
 BW1551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1551_SP_SET: CULVERT
 BW1551_STAMPING: VV 42 1950
 BW1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1551
 BW1551  HISTORY     - Date     Condition        Report By
 BW1551  HISTORY     - 1950     MONUMENTED       CGS
 BW1551  HISTORY     - 1966     GOOD             NGS
 BW1551
 BW1551                          STATION DESCRIPTION
 BW1551
 BW1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1551'1.65 MI S FROM WALLACE RIDGE.
 BW1551'ABOUT 1.65 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE INTERSECTION
 BW1551'OF THE HIGHWAY AND STATE HIGHWAY 923 AT WALLACE RIDGE, IN SECTION 11,
 BW1551'T 8 N, ABOUT 76 YARDS SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 BW1551'LEADING WEST TO THE JAMES BRYANT RESIDENCE, 19 1/2 FEET EAST OF THE
 BW1551'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 BW1551'EAST CONCRETE HEAD WALL OF A PIPE CULVERT, 154 FEET NORTH OF A POWER
 BW1551'POLE, 23 FEET WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE, AND ABOUT 3
 BW1551'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1280 ***********************************************************************
 CQ1280  DESIGNATION -  W 103
 CQ1280  PID         -  CQ1280
 CQ1280  STATE/COUNTY-  LA/BIENVILLE
 CQ1280  USGS QUAD   -  ADA (1986)
 CQ1280
 CQ1280                         *CURRENT SURVEY CONTROL
 CQ1280  ___________________________________________________________________
 CQ1280* NAD 83(1986)-  32 32 46.     (N)    093 08 16.     (W)     SCALED    
 CQ1280* NAVD 88     -        73.061  (meters)     239.70   (feet)  ADJUSTED  
 CQ1280  ___________________________________________________________________
 CQ1280  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ1280  DYNAMIC HT  -          72.980 (meters)     239.44  (feet)  COMP
 CQ1280  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 CQ1280
 CQ1280  VERT ORDER  -  FIRST     CLASS I
 CQ1280
 CQ1280.The horizontal coordinates were scaled from a topographic map and have
 CQ1280.an estimated accuracy of +/- 6 seconds.
 CQ1280
 CQ1280.The orthometric height was determined by differential leveling
 CQ1280.and adjusted by the National Geodetic Survey in June 1991..
 CQ1280
 CQ1280.The geoid height was determined by GEOID03.
 CQ1280
 CQ1280.The dynamic height is computed by dividing the NAVD 88
 CQ1280.geopotential number by the normal gravity value computed on the
 CQ1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1280.degrees latitude (g = 980.6199 gals.).
 CQ1280
 CQ1280.The modeled gravity was interpolated from observed gravity values.
 CQ1280
 CQ1280;                    North         East    Units  Estimated Accuracy
 CQ1280;SPC LA N     -   227,040.      940,100.      MT  (+/- 180 meters Scaled)
 CQ1280
 CQ1280                          SUPERSEDED SURVEY CONTROL
 CQ1280
 CQ1280  NGVD 29 (??/??/??)   73.137  (m)          239.95   (f) ADJUSTED    1 1
 CQ1280
 CQ1280.Superseded values are not recommended for survey control.
 CQ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1280.See file dsdata.txt to determine how the superseded data were derived.
 CQ1280
 CQ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS870009(NAD 83)
 CQ1280_MARKER: DB = BENCH MARK DISK
 CQ1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1280_STAMPING: W 103 1938
 CQ1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1280+STABILITY: SURFACE MOTION
 CQ1280
 CQ1280  HISTORY     - Date     Condition        Report By
 CQ1280  HISTORY     - 1938     MONUMENTED       CGS
 CQ1280  HISTORY     - 1969     GOOD             CGS
 CQ1280  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1280
 CQ1280                          STATION DESCRIPTION
 CQ1280
 CQ1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1280'4.9 MI W FROM GIBSLAND.
 CQ1280'ABOUT 4.9 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1280'STATION AT GIBSLAND, 0.15 MILE EAST OF THE WOODWARD-WALKER LUMBER
 CQ1280'COMPANY AND STORE AT THE COMMUNITY OF ADA, 0.1 MILE WEST OF MILEPOST
 CQ1280'132, 39 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 65 FEET SOUTH
 CQ1280'OF THE CENTER LINE OF U.S. HIGHWAY 80, 139 FEET SOUTHWEST AND ACROSS
 CQ1280'THE HIGHWAY FROM A POWER POLE WHICH BEARS A TRANSFORMER, 1.2 FEET EAST
 CQ1280'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CQ1280'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 13, T 18N, R
 CQ1280'8W.
 CQ1280
 CQ1280                          STATION RECOVERY (1982)
 CQ1280
 CQ1280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1339 ***********************************************************************
 CQ1339  DESIGNATION -  W 104
 CQ1339  PID         -  CQ1339
 CQ1339  STATE/COUNTY-  LA/WEBSTER
 CQ1339  USGS QUAD   -  CULLEN (1981)
 CQ1339
 CQ1339                         *CURRENT SURVEY CONTROL
 CQ1339  ___________________________________________________________________
 CQ1339* NAD 83(1986)-  32 58 26.     (N)    093 27 26.     (W)     SCALED    
 CQ1339* NAVD 88     -        75.702  (meters)     248.37   (feet)  ADJUSTED  
 CQ1339  ___________________________________________________________________
 CQ1339  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CQ1339  DYNAMIC HT  -          75.620 (meters)     248.10  (feet)  COMP
 CQ1339  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 CQ1339
 CQ1339  VERT ORDER  -  SECOND    CLASS 0
 CQ1339
 CQ1339.The horizontal coordinates were scaled from a topographic map and have
 CQ1339.an estimated accuracy of +/- 6 seconds.
 CQ1339
 CQ1339.The orthometric height was determined by differential leveling
 CQ1339.and adjusted by the National Geodetic Survey in June 1991..
 CQ1339
 CQ1339.The geoid height was determined by GEOID03.
 CQ1339
 CQ1339.The dynamic height is computed by dividing the NAVD 88
 CQ1339.geopotential number by the normal gravity value computed on the
 CQ1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1339.degrees latitude (g = 980.6199 gals.).
 CQ1339
 CQ1339.The modeled gravity was interpolated from observed gravity values.
 CQ1339
 CQ1339;                    North         East    Units  Estimated Accuracy
 CQ1339;SPC LA N     -   274,710.      910,510.      MT  (+/- 180 meters Scaled)
 CQ1339
 CQ1339                          SUPERSEDED SURVEY CONTROL
 CQ1339
 CQ1339  NGVD 29 (??/??/??)   75.761  (m)          248.56   (f) ADJUSTED    2 0
 CQ1339
 CQ1339.Superseded values are not recommended for survey control.
 CQ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1339.See file dsdata.txt to determine how the superseded data were derived.
 CQ1339
 CQ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS572484(NAD 83)
 CQ1339_MARKER: DB = BENCH MARK DISK
 CQ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1339_STAMPING: W 104 1938
 CQ1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1339+STABILITY: SURFACE MOTION
 CQ1339
 CQ1339  HISTORY     - Date     Condition        Report By
 CQ1339  HISTORY     - 1938     MONUMENTED       CGS
 CQ1339  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1339  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1339
 CQ1339                          STATION DESCRIPTION
 CQ1339
 CQ1339'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CQ1339'2.1 MI S FROM SPRINGHILL.
 CQ1339'2.1 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1339'STATION AT SPRING HILL, OPPOSITE POLE 49+29, 90 FEET SOUTHWEST OF THE
 CQ1339'INTERSECTION OF U. S. HIGHWAY 90 AND A ROAD LEADING EAST, AT THE
 CQ1339'NORTHEAST FENCE CORNER OF THE SOUTHERN KRAFT PAPER CORPORATION LOT,
 CQ1339'AND 43 FEET WEST OF THE CENTER LINE OF THE HWY.  SET IN THE TOP OF
 CQ1339'A CONCRETE POST.
 CQ1339
 CQ1339                          STATION RECOVERY (2002)
 CQ1339
 CQ1339'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0732 ***********************************************************************
 BW0732  DESIGNATION -  W 106
 BW0732  PID         -  BW0732
 BW0732  STATE/COUNTY-  LA/TENSAS
 BW0732  USGS QUAD   -  CHAMBLEE (1994)
 BW0732
 BW0732                         *CURRENT SURVEY CONTROL
 BW0732  ___________________________________________________________________
 BW0732* NAD 83(1986)-  31 45 31.     (N)    091 21 38.     (W)     SCALED    
 BW0732* NAVD 88     -        21.91   (+/-2cm)      71.9    (feet)  VERTCON   
 BW0732  ___________________________________________________________________
 BW0732  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0732
 BW0732  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0732
 BW0732.The horizontal coordinates were scaled from a topographic map and have
 BW0732.an estimated accuracy of +/- 6 seconds.
 BW0732
 BW0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0732.The vertical order pertains to the NGVD 29 superseded value.
 BW0732
 BW0732.The geoid height was determined by GEOID03.
 BW0732
 BW0732;                    North         East    Units  Estimated Accuracy
 BW0732;SPC LA N     -   140,120.    1,107,940.      MT  (+/- 180 meters Scaled)
 BW0732
 BW0732                          SUPERSEDED SURVEY CONTROL
 BW0732
 BW0732  NGVD 29 (??/??/92)   21.921  (m)           71.92   (f) ADJ UNCH    1 2
 BW0732
 BW0732.Superseded values are not recommended for survey control.
 BW0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0732.See file dsdata.txt to determine how the superseded data were derived.
 BW0732
 BW0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR552148(NAD 83)
 BW0732_MARKER: DB = BENCH MARK DISK
 BW0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0732_STAMPING: W 106 1938
 BW0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0732+STABILITY: SURFACE MOTION
 BW0732
 BW0732  HISTORY     - Date     Condition        Report By
 BW0732  HISTORY     - 1938     MONUMENTED       CGS
 BW0732  HISTORY     - 1949     GOOD             NGS
 BW0732  HISTORY     - 1962     GOOD             USGS
 BW0732
 BW0732                          STATION DESCRIPTION
 BW0732
 BW0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BW0732'RECOVERED IN GOOD CONDITION.
 BW0732
 BW0732                          STATION RECOVERY (1962)
 BW0732
 BW0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BW0732'0.5 MI N FROM UPPER LARGENT LANDING.
 BW0732'1/2 MILE ABOVE UPPER LARGENT LANDING, TENSAS PARISH, ON THE EAST BANK
 BW0732'OF MISSISSIPPI RIVER, ACROSS THE RIVER FROM A WIDE CLEARING AT THE
 BW0732'LANDING, 450 FEET BELOW RANGE 373.4, IN A GROWTH OF MEDIUM AND LARGE
 BW0732'WILLOW TREES AND DENSE UNDERBRUSH AT THE TOP OF THE SLOPING RIVER
 BW0732'BANK, 12 FEET BACK FROM THE TOP OF THE RIVER BANK, 17.1 FEET RIVERSIDE
 BW0732'OF THE TOP OF THE WEST BANK OF A SLOUGH PARALLELING THE RIVER, 25.1
 BW0732'FEET WEST OF A BLAZED 22-INCH WILLOW TREE, 4.9 FEET NORTHEAST OF A
 BW0732'BLAZED 18-INCH WILLOW TREE, AND 4.3 FEET SOUTHWEST OF A BLAZED 22-INCH
 BW0732'WILLOW TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BW0732'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0733 ***********************************************************************
 BW0733  DESIGNATION -  W 106 RM
 BW0733  PID         -  BW0733
 BW0733  STATE/COUNTY-  LA/TENSAS
 BW0733  USGS QUAD   -  CHAMBLEE (1994)
 BW0733
 BW0733                         *CURRENT SURVEY CONTROL
 BW0733  ___________________________________________________________________
 BW0733* NAD 83(1986)-  31 45 31.     (N)    091 21 38.     (W)     SCALED    
 BW0733* NAVD 88     -        21.51   (+/-2cm)      70.6    (feet)  VERTCON   
 BW0733  ___________________________________________________________________
 BW0733  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0733
 BW0733  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0733
 BW0733.The horizontal coordinates were scaled from a topographic map and have
 BW0733.an estimated accuracy of +/- 6 seconds.
 BW0733
 BW0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0733.The vertical order pertains to the NGVD 29 superseded value.
 BW0733
 BW0733.The geoid height was determined by GEOID03.
 BW0733
 BW0733;                    North         East    Units  Estimated Accuracy
 BW0733;SPC LA N     -   140,120.    1,107,940.      MT  (+/- 180 meters Scaled)
 BW0733
 BW0733                          SUPERSEDED SURVEY CONTROL
 BW0733
 BW0733  NGVD 29 (??/??/92)   21.522  (m)           70.61   (f) ADJ UNCH    1 2
 BW0733
 BW0733.Superseded values are not recommended for survey control.
 BW0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0733.See file dsdata.txt to determine how the superseded data were derived.
 BW0733
 BW0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR552148(NAD 83)
 BW0733_MARKER: S = SPIKE
 BW0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0733_SP_SET: TREE
 BW0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0733
 BW0733  HISTORY     - Date     Condition        Report By
 BW0733  HISTORY     - UNK      MONUMENTED       CGS
 BW0733  HISTORY     - 1938     GOOD             NGS
 BW0733
 BW0733                          STATION DESCRIPTION
 BW0733
 BW0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0733'0.5 MI N FROM UPPER LARGENT LANDING.
 BW0733'1/2 MILE ABOVE UPPER LARGENT LANDING, TENSAS PARISH, 25.2 FEET EAST OF
 BW0733'BENCH MARK W 106, AND IN A BLAZED 16-INCH WILLOW TREE.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0718 ***********************************************************************
 BX0718  DESIGNATION -  W 110
 BX0718  PID         -  BX0718
 BX0718  STATE/COUNTY-  LA/GRANT
 BX0718  USGS QUAD   -  BALL (1993)
 BX0718
 BX0718                         *CURRENT SURVEY CONTROL
 BX0718  ___________________________________________________________________
 BX0718* NAD 83(1986)-  31 28 30.     (N)    092 28 01.     (W)     SCALED    
 BX0718* NAVD 88     -        61.79   (+/-2cm)     202.7    (feet)  VERTCON   
 BX0718  ___________________________________________________________________
 BX0718  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX0718
 BX0718  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0718
 BX0718.The horizontal coordinates were scaled from a topographic map and have
 BX0718.an estimated accuracy of +/- 6 seconds.
 BX0718
 BX0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0718.The vertical order pertains to the NGVD 29 superseded value.
 BX0718
 BX0718.The geoid height was determined by GEOID03.
 BX0718
 BX0718;                    North         East    Units  Estimated Accuracy
 BX0718;SPC LA N     -   108,100.    1,003,140.      MT  (+/- 180 meters Scaled)
 BX0718
 BX0718                          SUPERSEDED SURVEY CONTROL
 BX0718
 BX0718  NGVD 29 (??/??/??)   61.783  (m)          202.70   (f) ADJUSTED    1 2
 BX0718
 BX0718.Superseded values are not recommended for survey control.
 BX0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0718.See file dsdata.txt to determine how the superseded data were derived.
 BX0718
 BX0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ506823(NAD 83)
 BX0718_MARKER: DB = BENCH MARK DISK
 BX0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0718_SP_SET: BASE
 BX0718_STAMPING: W 110 1945
 BX0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0718
 BX0718  HISTORY     - Date     Condition        Report By
 BX0718  HISTORY     - 1945     MONUMENTED       CGS
 BX0718  HISTORY     - 1966     GOOD             CGS
 BX0718
 BX0718                          STATION DESCRIPTION
 BX0718
 BX0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0718'3.5 MI W FROM SIMMS.
 BX0718'ABOUT 3.1 MILES WEST ALONG STATE HIGHWAY 768 FROM THE STATION AT SIMMS
 BX0718'SIDING ALONG THE MISSOURI PACIFIC RAILROAD, THENCE 0.4 MILE NORTHEAST
 BX0718'ALONG A GRAVELED ROAD LEADING TO THE POLLOCK MUNICIPAL AIRPORT, ABOUT
 BX0718'0.1 MILE WEST OF THE SOUTHWEST CORNER OF A CONCRETE TAXI-STRIP AND A
 BX0718'CATTLE GUARD, ABOUT 126 YARDS EAST OF A WOODEN GATE IN A NORTH-SOUTH
 BX0718'FENCE ON THE WEST SIDE OF THE ROAD AT A CURVE, 42 FEET NORTH OF THE
 BX0718'CENTER LINE OF THE GRAVELED ROAD, 19.0 FEET NORTHEAST OF A CORNER
 BX0718'FENCE POST BEARING A WITNESS SHIELD, 12 FEET NORTH OF A FENCE, SET IN
 BX0718'THE TOP OF THE NORTHWEST SIDE OF THE CONCRETE BASE OF A FLAG POLE,
 BX0718'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND PROJECTING 2 INCHES
 BX0718'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0690 ***********************************************************************
 CQ0690  DESIGNATION -  W 114
 CQ0690  PID         -  CQ0690
 CQ0690  STATE/COUNTY-  LA/OUACHITA
 CQ0690  USGS QUAD   -  BOSCO (1982)
 CQ0690
 CQ0690                         *CURRENT SURVEY CONTROL
 CQ0690  ___________________________________________________________________
 CQ0690* NAD 83(1986)-  32 18 38.     (N)    092 06 59.     (W)     SCALED    
 CQ0690* NAVD 88     -        17.75   (+/-2cm)      58.2    (feet)  VERTCON   
 CQ0690  ___________________________________________________________________
 CQ0690  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0690
 CQ0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0690
 CQ0690.The horizontal coordinates were scaled from a topographic map and have
 CQ0690.an estimated accuracy of +/- 6 seconds.
 CQ0690
 CQ0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0690.The vertical order pertains to the NGVD 29 superseded value.
 CQ0690
 CQ0690.The geoid height was determined by GEOID03.
 CQ0690
 CQ0690;                    North         East    Units  Estimated Accuracy
 CQ0690;SPC LA N     -   200,810.    1,036,120.      MT  (+/- 180 meters Scaled)
 CQ0690
 CQ0690                          SUPERSEDED SURVEY CONTROL
 CQ0690
 CQ0690  NGVD 29 (??/??/??)   17.782  (m)           58.34   (f) ADJUSTED    2 0
 CQ0690
 CQ0690.Superseded values are not recommended for survey control.
 CQ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0690.See file dsdata.txt to determine how the superseded data were derived.
 CQ0690
 CQ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR831752(NAD 83)
 CQ0690_MARKER: DB = BENCH MARK DISK
 CQ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0690_STAMPING: W 114 1949
 CQ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0690+STABILITY: SURFACE MOTION
 CQ0690
 CQ0690  HISTORY     - Date     Condition        Report By
 CQ0690  HISTORY     - 1949     MONUMENTED       CGS
 CQ0690  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0690
 CQ0690                          STATION DESCRIPTION
 CQ0690
 CQ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0690'12.3 MI E FROM LUNA.
 CQ0690'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0690'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 3.0 MILES SOUTHEAST ALONG A
 CQ0690'PARISH ROAD, THENCE 2.3 MILES EAST ALONG A PARISH ROAD, THENCE 1.3
 CQ0690'MILES SOUTH ALONG A WOODS ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A
 CQ0690'WOODS ROAD.  BETWEEN THE ROAD AND A DRAW, 21 FEET SOUTH OF A 4 INCH
 CQ0690'TRIANGULAR BLAZED SYCAMORE TREE, 23 FEET SOUTHWEST OF THE CENTER LINE
 CQ0690'OF THE ROAD, 11 FEET WEST OF A 30 INCH TRIANGULAR BLAZED OAK TREE, 9
 CQ0690'FEET EAST OF ANOTHER 30 INCH TRIANGULAR BLAZED OAK TREE, 2.5 FEET
 CQ0690'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0690'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CQ0690
 CQ0690                          STATION RECOVERY (1977)
 CQ0690
 CQ0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0676 ***********************************************************************
 CQ0676  DESIGNATION -  W 115
 CQ0676  PID         -  CQ0676
 CQ0676  STATE/COUNTY-  LA/OUACHITA
 CQ0676  USGS QUAD   -  LUNA (1982)
 CQ0676
 CQ0676                         *CURRENT SURVEY CONTROL
 CQ0676  ___________________________________________________________________
 CQ0676* NAD 83(1986)-  32 19 29.     (N)    092 13 19.     (W)     SCALED    
 CQ0676* NAVD 88     -        62.65   (+/-2cm)     205.5    (feet)  VERTCON   
 CQ0676  ___________________________________________________________________
 CQ0676  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0676
 CQ0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0676
 CQ0676.The horizontal coordinates were scaled from a topographic map and have
 CQ0676.an estimated accuracy of +/- 6 seconds.
 CQ0676
 CQ0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0676.The vertical order pertains to the NGVD 29 superseded value.
 CQ0676
 CQ0676.The geoid height was determined by GEOID03.
 CQ0676
 CQ0676;                    North         East    Units  Estimated Accuracy
 CQ0676;SPC LA N     -   202,350.    1,026,180.      MT  (+/- 180 meters Scaled)
 CQ0676
 CQ0676                          SUPERSEDED SURVEY CONTROL
 CQ0676
 CQ0676  NGVD 29 (??/??/??)   62.690  (m)          205.68   (f) ADJUSTED    2 0
 CQ0676
 CQ0676.Superseded values are not recommended for survey control.
 CQ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0676.See file dsdata.txt to determine how the superseded data were derived.
 CQ0676
 CQ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR732766(NAD 83)
 CQ0676_MARKER: DB = BENCH MARK DISK
 CQ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0676_STAMPING: W 115 1949
 CQ0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0676+STABILITY: SURFACE MOTION
 CQ0676
 CQ0676  HISTORY     - Date     Condition        Report By
 CQ0676  HISTORY     - 1949     MONUMENTED       CGS
 CQ0676
 CQ0676                          STATION DESCRIPTION
 CQ0676
 CQ0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0676'IN LUNA.
 CQ0676'AT LUNA, AT THE JUNCTION OF STATE HIGHWAYS 200 AND 1496, 200 FEET
 CQ0676'SOUTHEAST OF A FARMHOUSE WHICH IS ON THE TOP OF A CUT BANK, 64 FEET
 CQ0676'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 200, 39 FEET EAST OF THE
 CQ0676'CENTER LINE OF STATE HIGHWAY 1496, 1.2 FEET SOUTH OF A WITNESS POST,
 CQ0676'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CQ0676'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0677 ***********************************************************************
 CQ0677  DESIGNATION -  W 115 RESET 1973
 CQ0677  PID         -  CQ0677
 CQ0677  STATE/COUNTY-  LA/OUACHITA
 CQ0677  USGS QUAD   -  LUNA (1982)
 CQ0677
 CQ0677                         *CURRENT SURVEY CONTROL
 CQ0677  ___________________________________________________________________
 CQ0677* NAD 83(1986)-  32 19 28.     (N)    092 13 18.     (W)     SCALED    
 CQ0677* NAVD 88     -        62.66   (+/-2cm)     205.6    (feet)  VERTCON   
 CQ0677  ___________________________________________________________________
 CQ0677  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0677
 CQ0677  VERT ORDER  -  THIRD (See Below)
 CQ0677
 CQ0677.The horizontal coordinates were scaled from a topographic map and have
 CQ0677.an estimated accuracy of +/- 6 seconds.
 CQ0677
 CQ0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0677.The vertical order pertains to the NGVD 29 superseded value.
 CQ0677
 CQ0677.The geoid height was determined by GEOID03.
 CQ0677
 CQ0677;                    North         East    Units  Estimated Accuracy
 CQ0677;SPC LA N     -   202,320.    1,026,210.      MT  (+/- 180 meters Scaled)
 CQ0677
 CQ0677                          SUPERSEDED SURVEY CONTROL
 CQ0677
 CQ0677  NGVD 29 (??/??/??)   62.70   (m)          205.7    (f) RESET       3  
 CQ0677
 CQ0677.Superseded values are not recommended for survey control.
 CQ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0677.See file dsdata.txt to determine how the superseded data were derived.
 CQ0677
 CQ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR732766(NAD 83)
 CQ0677_MARKER: DB = BENCH MARK DISK
 CQ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0677_STAMPING: W 115 RESET 1973
 CQ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0677+STABILITY: SURFACE MOTION
 CQ0677
 CQ0677  HISTORY     - Date     Condition        Report By
 CQ0677  HISTORY     - 1973     MONUMENTED       NGS
 CQ0677
 CQ0677                          STATION DESCRIPTION
 CQ0677
 CQ0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CQ0677'IN LUNA.
 CQ0677'LOCATED AT LUNA, IN THE INTERSECTION OF LOUISIANA STATE HIGHWAY 557
 CQ0677'AND PINE BLUFF RD., IN THE CENTER OF THE FORKS, ABOUT 75 YARDS SOUTH
 CQ0677'OF THE WHITE HOUSE OWNED BY MRS HENDERSON, AND ACROSS THE ROAD FROM
 CQ0677'THE HOUSE OWNED BY MR. W.S. BUSH.  IT IS 64 FEET WEST OF THE CENTER OF
 CQ0677'PINE BLUFF ROAD, 33 FEET SOUTHEAST OF THE LOUISIANA HIGHWAY 557, 8
 CQ0677'FEET NORTHEAST OF A 9-INCH OAK TREE, 24 FEET EAST OF A 10-INCH OAK
 CQ0677'TREE, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A BENCH MARK
 CQ0677'DISK FASTENED TO A SHORT SECTION OF COPPER WELD ROD FLUSH WITH THE
 CQ0677'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0804 ***********************************************************************
 CQ0804  DESIGNATION -  W 116
 CQ0804  PID         -  CQ0804
 CQ0804  STATE/COUNTY-  LA/CALDWELL
 CQ0804  USGS QUAD   -  BLANKSTON (1989)
 CQ0804
 CQ0804                         *CURRENT SURVEY CONTROL
 CQ0804  ___________________________________________________________________
 CQ0804* NAD 83(1986)-  32 12 51.     (N)    092 11 29.     (W)     SCALED    
 CQ0804* NAVD 88     -        51.77   (+/-2cm)     169.8    (feet)  VERTCON   
 CQ0804  ___________________________________________________________________
 CQ0804  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0804
 CQ0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0804
 CQ0804.The horizontal coordinates were scaled from a topographic map and have
 CQ0804.an estimated accuracy of +/- 6 seconds.
 CQ0804
 CQ0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0804.The vertical order pertains to the NGVD 29 superseded value.
 CQ0804
 CQ0804.The geoid height was determined by GEOID03.
 CQ0804
 CQ0804;                    North         East    Units  Estimated Accuracy
 CQ0804;SPC LA N     -   190,100.    1,029,090.      MT  (+/- 180 meters Scaled)
 CQ0804
 CQ0804                          SUPERSEDED SURVEY CONTROL
 CQ0804
 CQ0804  NGVD 29 (??/??/??)   51.798  (m)          169.94   (f) ADJUSTED    2 0
 CQ0804
 CQ0804.Superseded values are not recommended for survey control.
 CQ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0804.See file dsdata.txt to determine how the superseded data were derived.
 CQ0804
 CQ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR762644(NAD 83)
 CQ0804_MARKER: DB = BENCH MARK DISK
 CQ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0804_STAMPING: W 116 1949
 CQ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0804+STABILITY: SURFACE MOTION
 CQ0804
 CQ0804  HISTORY     - Date     Condition        Report By
 CQ0804  HISTORY     - 1949     MONUMENTED       CGS
 CQ0804
 CQ0804                          STATION DESCRIPTION
 CQ0804
 CQ0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0804'6.5 MI SE FROM VIXEN.
 CQ0804'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0804'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.7
 CQ0804'MILES EAST ALONG A PARISH ROAD, THENCE 2.7 MILES SOUTH ALONG A PARISH
 CQ0804'ROAD, AT A T-JUNCTION OF ROADS, ABOUT 300 FEET NORTH OF A FARMHOUSE ON
 CQ0804'TOP OF A HILL, 73 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 CQ0804'LEADING NORTHEAST, 29 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN
 CQ0804'ROAD, 3 FEET SOUTH OF A CORNER FENCE POST, 1.3 FEET SOUTHWEST OF A
 CQ0804'FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 CQ0804'CONCRETE POST AT A DEPTH OF 4 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 CQ0804'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0648 ***********************************************************************
 CQ0648  DESIGNATION -  W 117
 CQ0648  PID         -  CQ0648
 CQ0648  STATE/COUNTY-  LA/OUACHITA
 CQ0648  USGS QUAD   -  CADEVILLE (1982)
 CQ0648
 CQ0648                         *CURRENT SURVEY CONTROL
 CQ0648  ___________________________________________________________________
 CQ0648* NAD 83(1986)-  32 26 14.     (N)    092 15 52.     (W)     SCALED    
 CQ0648* NAVD 88     -        31.70   (+/-2cm)     104.0    (feet)  VERTCON   
 CQ0648  ___________________________________________________________________
 CQ0648  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ0648
 CQ0648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0648
 CQ0648.The horizontal coordinates were scaled from a topographic map and have
 CQ0648.an estimated accuracy of +/- 6 seconds.
 CQ0648
 CQ0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0648.The vertical order pertains to the NGVD 29 superseded value.
 CQ0648
 CQ0648.The geoid height was determined by GEOID03.
 CQ0648
 CQ0648;                    North         East    Units  Estimated Accuracy
 CQ0648;SPC LA N     -   214,820.    1,022,150.      MT  (+/- 180 meters Scaled)
 CQ0648
 CQ0648                          SUPERSEDED SURVEY CONTROL
 CQ0648
 CQ0648  NGVD 29 (??/??/??)   31.744  (m)          104.15   (f) ADJUSTED    2 0
 CQ0648
 CQ0648.Superseded values are not recommended for survey control.
 CQ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0648.See file dsdata.txt to determine how the superseded data were derived.
 CQ0648
 CQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR691891(NAD 83)
 CQ0648_MARKER: DB = BENCH MARK DISK
 CQ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0648_STAMPING: W 117 1949
 CQ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0648+STABILITY: SURFACE MOTION
 CQ0648
 CQ0648  HISTORY     - Date     Condition        Report By
 CQ0648  HISTORY     - 1949     MONUMENTED       CGS
 CQ0648  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0648
 CQ0648                          STATION DESCRIPTION
 CQ0648
 CQ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0648'4.5 MI E FROM CADEVILLE.
 CQ0648'4.5 MILES EAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE HIGHWAYS
 CQ0648'13 AND 201 AT CADEVILLE, AT A Y ROAD JUNCTION, 100 FEET WEST OF THE
 CQ0648'SUMMIT OF A HILL, 118 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 CQ0648'ROAD LEADING NORTHWEST TO A FARMHOUSE, 30 FEET NORTH OF THE CENTER
 CQ0648'LINE OF AN EAST AND WEST ROAD, 12 FEET EAST OF THE CENTER OF A WIRE
 CQ0648'GATE, 1.3 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET
 CQ0648'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CQ0648'GROUND.
 CQ0648
 CQ0648                          STATION RECOVERY (1977)
 CQ0648
 CQ0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0673 ***********************************************************************
 CQ0673  DESIGNATION -  W 118
 CQ0673  PID         -  CQ0673
 CQ0673  STATE/COUNTY-  LA/OUACHITA
 CQ0673  USGS QUAD   -  CHATHAM SE (1982)
 CQ0673
 CQ0673                         *CURRENT SURVEY CONTROL
 CQ0673  ___________________________________________________________________
 CQ0673* NAD 83(1986)-  32 20 07.     (N)    092 15 15.     (W)     SCALED    
 CQ0673* NAVD 88     -        70.89   (+/-2cm)     232.6    (feet)  VERTCON   
 CQ0673  ___________________________________________________________________
 CQ0673  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CQ0673
 CQ0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0673
 CQ0673.The horizontal coordinates were scaled from a topographic map and have
 CQ0673.an estimated accuracy of +/- 6 seconds.
 CQ0673
 CQ0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0673.The vertical order pertains to the NGVD 29 superseded value.
 CQ0673
 CQ0673.The geoid height was determined by GEOID03.
 CQ0673
 CQ0673;                    North         East    Units  Estimated Accuracy
 CQ0673;SPC LA N     -   203,520.    1,023,140.      MT  (+/- 180 meters Scaled)
 CQ0673
 CQ0673                          SUPERSEDED SURVEY CONTROL
 CQ0673
 CQ0673  NGVD 29 (??/??/??)   70.928  (m)          232.70   (f) ADJUSTED    2 0
 CQ0673
 CQ0673.Superseded values are not recommended for survey control.
 CQ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0673.See file dsdata.txt to determine how the superseded data were derived.
 CQ0673
 CQ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR701778(NAD 83)
 CQ0673_MARKER: DB = BENCH MARK DISK
 CQ0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0673_STAMPING: W 118 1949
 CQ0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0673+STABILITY: SURFACE MOTION
 CQ0673
 CQ0673  HISTORY     - Date     Condition        Report By
 CQ0673  HISTORY     - 1949     MONUMENTED       CGS
 CQ0673  HISTORY     - 1950     GOOD             CGS
 CQ0673  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0673
 CQ0673                          STATION DESCRIPTION
 CQ0673
 CQ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0673'3.0 MI NW FROM LUNA.
 CQ0673'1.3 MILES WEST ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0673'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 0.8 MILE WEST ALONG A PARISH
 CQ0673'ROAD, THENCE 0.9 MILE NORTH ALONG A PARISH ROAD.  ON THE OUTSIDE OF A
 CQ0673'CURVE, 41 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 23 FEET SOUTH
 CQ0673'OF A 30 INCH PINE TREE, 12 FEET NORTHEAST OF THE CENTER LINE OF A
 CQ0673'WOODS ROAD LEADING SOUTHEAST, 1.8 FEET SOUTHWEST OF A WITNESS POST,
 CQ0673'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CQ0673'GROUND.
 CQ0673
 CQ0673                          STATION RECOVERY (1978)
 CQ0673
 CQ0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0602 ***********************************************************************
 CQ0602  DESIGNATION -  W 119
 CQ0602  PID         -  CQ0602
 CQ0602  STATE/COUNTY-  LA/CALDWELL
 CQ0602  USGS QUAD   -  VIXEN (1989)
 CQ0602
 CQ0602                         *CURRENT SURVEY CONTROL
 CQ0602  ___________________________________________________________________
 CQ0602* NAD 83(1986)-  32 11 06.     (N)    092 18 27.     (W)     SCALED    
 CQ0602* NAVD 88     -        55.74   (+/-2cm)     182.9    (feet)  VERTCON   
 CQ0602  ___________________________________________________________________
 CQ0602  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0602
 CQ0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0602
 CQ0602.The horizontal coordinates were scaled from a topographic map and have
 CQ0602.an estimated accuracy of +/- 6 seconds.
 CQ0602
 CQ0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0602.The vertical order pertains to the NGVD 29 superseded value.
 CQ0602
 CQ0602.The geoid height was determined by GEOID03.
 CQ0602
 CQ0602;                    North         East    Units  Estimated Accuracy
 CQ0602;SPC LA N     -   186,840.    1,018,150.      MT  (+/- 180 meters Scaled)
 CQ0602
 CQ0602                          SUPERSEDED SURVEY CONTROL
 CQ0602
 CQ0602  NGVD 29 (??/??/??)   55.772  (m)          182.98   (f) ADJUSTED    2 0
 CQ0602
 CQ0602.Superseded values are not recommended for survey control.
 CQ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0602.See file dsdata.txt to determine how the superseded data were derived.
 CQ0602
 CQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR652611(NAD 83)
 CQ0602_MARKER: DB = BENCH MARK DISK
 CQ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0602_STAMPING: W 119 1949
 CQ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0602+STABILITY: SURFACE MOTION
 CQ0602
 CQ0602  HISTORY     - Date     Condition        Report By
 CQ0602  HISTORY     - 1949     MONUMENTED       CGS
 CQ0602  HISTORY     - 1950     GOOD             CGS
 CQ0602
 CQ0602                          STATION DESCRIPTION
 CQ0602
 CQ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0602'7.3 MI SW FROM VIXEN.
 CQ0602'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE JUNCTION OF
 CQ0602'STATE HIGHWAY NO. 17 WITH STATE HIGHWAY NO. 200 AT VIXEN, THENCE 3.9
 CQ0602'MILES SOUTHWEST ALONG A PARISH ROAD, THENCE 0.45 MILE NORTHWEST ALONG
 CQ0602'A PARISH ROAD, THENCE 0.25 MILE SOUTH ALONG A PARISH ROAD, THENCE 0.8
 CQ0602'MILE WEST ALONG A WOODS ROAD, AT AN ABANDONED FARMHOUSE, 75 FEET NORTH
 CQ0602'OF THE CENTER LINE OF THE ROAD, 64 FEET WEST OF THE SOUTHWEST CORNER
 CQ0602'OF THE FARMHOUSE, 8.4 FEET SOUTHEAST OF A 40-INCH OAK TREE, 1 FOOT
 CQ0602'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CQ0602'PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW
 CQ0602'STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0809 ***********************************************************************
 CQ0809  DESIGNATION -  W 120
 CQ0809  PID         -  CQ0809
 CQ0809  STATE/COUNTY-  LA/CALDWELL
 CQ0809  USGS QUAD   -  CLARKS (1989)
 CQ0809
 CQ0809                         *CURRENT SURVEY CONTROL
 CQ0809  ___________________________________________________________________
 CQ0809* NAD 83(1986)-  32 02 50.     (N)    092 14 29.     (W)     SCALED    
 CQ0809* NAVD 88     -        44.86   (+/-2cm)     147.2    (feet)  VERTCON   
 CQ0809  ___________________________________________________________________
 CQ0809  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0809
 CQ0809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0809
 CQ0809.The horizontal coordinates were scaled from a topographic map and have
 CQ0809.an estimated accuracy of +/- 6 seconds.
 CQ0809
 CQ0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0809.The vertical order pertains to the NGVD 29 superseded value.
 CQ0809
 CQ0809.The geoid height was determined by GEOID03.
 CQ0809
 CQ0809;                    North         East    Units  Estimated Accuracy
 CQ0809;SPC LA N     -   171,580.    1,024,420.      MT  (+/- 180 meters Scaled)
 CQ0809
 CQ0809                          SUPERSEDED SURVEY CONTROL
 CQ0809
 CQ0809  NGVD 29 (??/??/??)   44.879  (m)          147.24   (f) ADJUSTED    2 0
 CQ0809
 CQ0809.Superseded values are not recommended for survey control.
 CQ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0809.See file dsdata.txt to determine how the superseded data were derived.
 CQ0809
 CQ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR716459(NAD 83)
 CQ0809_MARKER: DB = BENCH MARK DISK
 CQ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0809_STAMPING: W 120 1950
 CQ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0809+STABILITY: SURFACE MOTION
 CQ0809
 CQ0809  HISTORY     - Date     Condition        Report By
 CQ0809  HISTORY     - 1950     MONUMENTED       CGS
 CQ0809  HISTORY     - 19860110 MARK NOT FOUND   USPSQD
 CQ0809
 CQ0809                          STATION DESCRIPTION
 CQ0809
 CQ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0809'10.3 MI NW FROM KELLY.
 CQ0809'1.55 MILES WEST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE AT KELLY,
 CQ0809'THENCE 2.55 MILES WEST ALONG A PARISH ROAD, THENCE 3.1 MILES NORTHWEST
 CQ0809'ALONG STATE HIGHWAY 246, THENCE 1.9 MILES NORTH ALONG A PARISH ROAD,
 CQ0809'THENCE 1.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD. 0.6 MILE
 CQ0809'NORTHEAST OF A STEEL BRIDGE OVER BEAUCOUP BAYOU, 0.1 MILE SOUTHWESTOF
 CQ0809'A Y JUNCTION OF ROADS, 116 FEET SOUTHWEST OF THE CENTER OF AN
 CQ0809'INTERSECTION WITH A NORTHWEST-SOUTHEAST TRAIL, 24 FEET NORTHWEST OF
 CQ0809'THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHEAST OF A REFERENCE POST
 CQ0809'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CQ0809'GROUND.
 CQ0809
 CQ0809                          STATION RECOVERY (1986)
 CQ0809
 CQ0809'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2499 ***********************************************************************
 BX2499  DESIGNATION -  W 121
 BX2499  PID         -  BX2499
 BX2499  STATE/COUNTY-  LA/GRANT
 BX2499  USGS QUAD   -  SAVAGE CREEK (1985)
 BX2499
 BX2499                         *CURRENT SURVEY CONTROL
 BX2499  ___________________________________________________________________
 BX2499* NAD 83(1986)-  31 42 04.     (N)    092 39 06.     (W)     SCALED    
 BX2499* NAVD 88     -        50.27   (+/-2cm)     164.9    (feet)  VERTCON   
 BX2499  ___________________________________________________________________
 BX2499  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX2499
 BX2499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2499
 BX2499.The horizontal coordinates were scaled from a topographic map and have
 BX2499.an estimated accuracy of +/- 6 seconds.
 BX2499
 BX2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2499.The vertical order pertains to the NGVD 29 superseded value.
 BX2499
 BX2499.The geoid height was determined by GEOID03.
 BX2499
 BX2499;                    North         East    Units  Estimated Accuracy
 BX2499;SPC LA N     -   133,180.      985,620.      MT  (+/- 180 meters Scaled)
 BX2499
 BX2499                          SUPERSEDED SURVEY CONTROL
 BX2499
 BX2499  NGVD 29 (??/??/??)   50.285  (m)          164.98   (f) ADJUSTED    2 0
 BX2499
 BX2499.Superseded values are not recommended for survey control.
 BX2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2499.See file dsdata.txt to determine how the superseded data were derived.
 BX2499
 BX2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR330073(NAD 83)
 BX2499_MARKER: DB = BENCH MARK DISK
 BX2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2499_STAMPING: W 121 1949
 BX2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2499+STABILITY: SURFACE MOTION
 BX2499
 BX2499  HISTORY     - Date     Condition        Report By
 BX2499  HISTORY     - 1949     MONUMENTED       CGS
 BX2499
 BX2499                          STATION DESCRIPTION
 BX2499
 BX2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX2499'7.5 MI SE FROM NEW VERDA.
 BX2499'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 BX2499'AT NEW VERDA, THECNE 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY
 BX2499'162 AND 475, THENCE 3.6 MILES EAST ALONG A WINDING DIRT ROAD
 BX2499'25 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 25.0 FEET
 BX2499'NORTHWEST OF A 16 INCH TRIANGULAR BLAZED PINE TREE, 30.0 FEET
 BX2499'NORTH OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 1.6 FEET
 BX2499'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX2499'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1404 ***********************************************************************
 BX1404  DESIGNATION -  W 122
 BX1404  PID         -  BX1404
 BX1404  STATE/COUNTY-  LA/GRANT
 BX1404  USGS QUAD   -  VERDA (1983)
 BX1404
 BX1404                         *CURRENT SURVEY CONTROL
 BX1404  ___________________________________________________________________
 BX1404* NAD 83(1986)-  31 38 31.     (N)    092 46 29.     (W)     SCALED    
 BX1404* NAVD 88     -        56.36   (+/-2cm)     184.9    (feet)  VERTCON   
 BX1404  ___________________________________________________________________
 BX1404  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1404
 BX1404  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1404
 BX1404.The horizontal coordinates were scaled from a topographic map and have
 BX1404.an estimated accuracy of +/- 6 seconds.
 BX1404
 BX1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1404.The vertical order pertains to the NGVD 29 superseded value.
 BX1404
 BX1404.The geoid height was determined by GEOID03.
 BX1404
 BX1404;                    North         East    Units  Estimated Accuracy
 BX1404;SPC LA N     -   126,650.      973,940.      MT  (+/- 180 meters Scaled)
 BX1404
 BX1404                          SUPERSEDED SURVEY CONTROL
 BX1404
 BX1404  NGVD 29 (??/??/??)   56.371  (m)          184.94   (f) ADJUSTED    1 2
 BX1404
 BX1404.Superseded values are not recommended for survey control.
 BX1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1404.See file dsdata.txt to determine how the superseded data were derived.
 BX1404
 BX1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR213007(NAD 83)
 BX1404_MARKER: DB = BENCH MARK DISK
 BX1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1404_STAMPING: W 122 1949
 BX1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1404+STABILITY: SURFACE MOTION
 BX1404
 BX1404  HISTORY     - Date     Condition        Report By
 BX1404  HISTORY     - 1949     MONUMENTED       CGS
 BX1404
 BX1404                          STATION DESCRIPTION
 BX1404
 BX1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1404'4.95 MI NW FROM ALOHA.
 BX1404'1.85 MILES NORTHWEST ALONG U.S. HIGHWAY 71 FROM THE ELEMENTARY SCHOOL
 BX1404'AT ALOHA, THENCE 3.1 MILES NORTH ALONG STATE HIGHWAY C 1432, 47 FEET
 BX1404'EAST OF THE CENTER LINE OF THE HIGHWAY, 32.0 FEET NORTHWEST OF A 16
 BX1404'INCH TRIANGULAR BLAZED PINE TREE, 19.0 FEET SOUTHEAST OF A 16 INCH
 BX1404'TRIANGULAR BLAZED PINE TREE, 16.0 FEET NORTHEAST OF A 12 INCH
 BX1404'TRIANGULAR BLAZED PINE TREE, 2.0 FEET NORTH OF A WITNESS POST, SET IN
 BX1404'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0388 ***********************************************************************
 BX0388  DESIGNATION -  W 123
 BX0388  PID         -  BX0388
 BX0388  STATE/COUNTY-  LA/CALDWELL
 BX0388  USGS QUAD   -  HOLUM (1988)
 BX0388
 BX0388                         *CURRENT SURVEY CONTROL
 BX0388  ___________________________________________________________________
 BX0388* NAD 83(1986)-  31 56 26.     (N)    092 06 12.     (W)     SCALED    
 BX0388* NAVD 88     -        44.28   (+/-2cm)     145.3    (feet)  VERTCON   
 BX0388  ___________________________________________________________________
 BX0388  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0388
 BX0388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0388
 BX0388.The horizontal coordinates were scaled from a topographic map and have
 BX0388.an estimated accuracy of +/- 6 seconds.
 BX0388
 BX0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0388.The vertical order pertains to the NGVD 29 superseded value.
 BX0388
 BX0388.The geoid height was determined by GEOID03.
 BX0388
 BX0388;                    North         East    Units  Estimated Accuracy
 BX0388;SPC LA N     -   159,790.    1,037,500.      MT  (+/- 180 meters Scaled)
 BX0388
 BX0388                          SUPERSEDED SURVEY CONTROL
 BX0388
 BX0388  NGVD 29 (??/??/??)   44.288  (m)          145.30   (f) ADJUSTED    2 0
 BX0388
 BX0388.Superseded values are not recommended for survey control.
 BX0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0388.See file dsdata.txt to determine how the superseded data were derived.
 BX0388
 BX0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR847341(NAD 83)
 BX0388_MARKER: DB = BENCH MARK DISK
 BX0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0388_STAMPING: W 123 1949
 BX0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0388+STABILITY: SURFACE MOTION
 BX0388
 BX0388  HISTORY     - Date     Condition        Report By
 BX0388  HISTORY     - 1949     MONUMENTED       CGS
 BX0388  HISTORY     - 1950     GOOD             CGS
 BX0388
 BX0388                          STATION DESCRIPTION
 BX0388
 BX0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0388'5.95 MI SE FROM KELLY.
 BX0388'5.95 MILES SOUTHEAST ALONG STATE HIGHWAY 246 FROM THE MISSOURI PACIFIC
 BX0388'RAILROAD STATION AT KELLY, 0.1 MILE SOUTH OF A WOODEN BRIDGE OVER A
 BX0388'SMALL STREAM, AT A JUNCTION WITH A DIM TRACK ROAD LEADING WEST, 41
 BX0388'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET NORTHWEST OF THE
 BX0388'JUNCTION OF THE CENTER LINES OF THE HIGHWAY AND THE TRACK ROAD, 5 FEET
 BX0388'WEST OF A FENCE, 18 FEET SOUTHEAST OF A 10 INCH BLAZED GUM TREE, 2
 BX0388'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0388'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0496 ***********************************************************************
 BX0496  DESIGNATION -  W 124
 BX0496  PID         -  BX0496
 BX0496  STATE/COUNTY-  LA/LA SALLE
 BX0496  USGS QUAD   -  SUMMERVILLE (1984)
 BX0496
 BX0496                         *CURRENT SURVEY CONTROL
 BX0496  ___________________________________________________________________
 BX0496* NAD 83(1986)-  31 45 53.     (N)    092 14 27.     (W)     SCALED    
 BX0496* NAVD 88     -        54.26   (+/-2cm)     178.0    (feet)  VERTCON   
 BX0496  ___________________________________________________________________
 BX0496  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BX0496
 BX0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0496
 BX0496.The horizontal coordinates were scaled from a topographic map and have
 BX0496.an estimated accuracy of +/- 6 seconds.
 BX0496
 BX0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0496.The vertical order pertains to the NGVD 29 superseded value.
 BX0496
 BX0496.The geoid height was determined by GEOID03.
 BX0496
 BX0496;                    North         East    Units  Estimated Accuracy
 BX0496;SPC LA N     -   140,260.    1,024,550.      MT  (+/- 180 meters Scaled)
 BX0496
 BX0496                          SUPERSEDED SURVEY CONTROL
 BX0496
 BX0496  NGVD 29 (??/??/??)   54.259  (m)          178.01   (f) ADJUSTED    2 0
 BX0496
 BX0496.Superseded values are not recommended for survey control.
 BX0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0496.See file dsdata.txt to determine how the superseded data were derived.
 BX0496
 BX0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR718146(NAD 83)
 BX0496_MARKER: DB = BENCH MARK DISK
 BX0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0496_STAMPING: W 124 1949
 BX0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0496+STABILITY: SURFACE MOTION
 BX0496
 BX0496  HISTORY     - Date     Condition        Report By
 BX0496  HISTORY     - 1949     MONUMENTED       CGS
 BX0496  HISTORY     - 1950     GOOD             CGS
 BX0496
 BX0496                          STATION DESCRIPTION
 BX0496
 BX0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0496'9.7 MI NW FROM JENA.
 BX0496'8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BX0496'JENA, THENCE 1.7 MILES NORTH ALONG A GRAVELED ROAD.  AT A JUNCTION
 BX0496'WITH A T ROAD LEADING EAST, 243 FEET SOUTH OF THE CENTER OF THE ROAD
 BX0496'JUNCTION, 27 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 46
 BX0496'FEET SOUTHWEST OF AN 18 INCH BLAZED OAK TREE, 2 FEET NORTH OF A
 BX0496'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 BX0496'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0522 ***********************************************************************
 BX0522  DESIGNATION -  W 125
 BX0522  PID         -  BX0522
 BX0522  STATE/COUNTY-  LA/LA SALLE
 BX0522  USGS QUAD   -  SUMMERVILLE (1984)
 BX0522
 BX0522                         *CURRENT SURVEY CONTROL
 BX0522  ___________________________________________________________________
 BX0522* NAD 83(1986)-  31 45 38.     (N)    092 08 48.     (W)     SCALED    
 BX0522* NAVD 88     -        43.54   (+/-2cm)     142.8    (feet)  VERTCON   
 BX0522  ___________________________________________________________________
 BX0522  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0522
 BX0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0522
 BX0522.The horizontal coordinates were scaled from a topographic map and have
 BX0522.an estimated accuracy of +/- 6 seconds.
 BX0522
 BX0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0522.The vertical order pertains to the NGVD 29 superseded value.
 BX0522
 BX0522.The geoid height was determined by GEOID03.
 BX0522
 BX0522;                    North         East    Units  Estimated Accuracy
 BX0522;SPC LA N     -   139,820.    1,033,470.      MT  (+/- 180 meters Scaled)
 BX0522
 BX0522                          SUPERSEDED SURVEY CONTROL
 BX0522
 BX0522  NGVD 29 (??/??/??)   43.534  (m)          142.83   (f) ADJUSTED    2 0
 BX0522
 BX0522.Superseded values are not recommended for survey control.
 BX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0522.See file dsdata.txt to determine how the superseded data were derived.
 BX0522
 BX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR808142(NAD 83)
 BX0522_MARKER: DB = BENCH MARK DISK
 BX0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0522_STAMPING: W 125 1950
 BX0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0522+STABILITY: SURFACE MOTION
 BX0522
 BX0522  HISTORY     - Date     Condition        Report By
 BX0522  HISTORY     - 1950     MONUMENTED       CGS
 BX0522
 BX0522                          STATION DESCRIPTION
 BX0522
 BX0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0522'5.75 MI N FROM JENA.
 BX0522'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0522'JENA, THENCE 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 112.  AT THE HOME
 BX0522'OF I.W. GREEN, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BX0522'49.0 FEET NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 64 FEET
 BX0522'NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 11.6 FEET
 BX0522'SOUTHEAST OF A FENCE CORNER, 0.8 FOOT SOUTHWEST OF A FENCE, SET IN THE
 BX0522'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0473 ***********************************************************************
 BX0473  DESIGNATION -  W 126
 BX0473  PID         -  BX0473
 BX0473  STATE/COUNTY-  LA/LA SALLE
 BX0473  USGS QUAD   -  NICKEL (1984)
 BX0473
 BX0473                         *CURRENT SURVEY CONTROL
 BX0473  ___________________________________________________________________
 BX0473* NAD 83(1986)-  31 51 23.     (N)    092 03 24.     (W)     SCALED    
 BX0473* NAVD 88     -        76.20   (+/-2cm)     250.0    (feet)  VERTCON   
 BX0473  ___________________________________________________________________
 BX0473  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0473
 BX0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0473
 BX0473.The horizontal coordinates were scaled from a topographic map and have
 BX0473.an estimated accuracy of +/- 6 seconds.
 BX0473
 BX0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0473.The vertical order pertains to the NGVD 29 superseded value.
 BX0473
 BX0473.The geoid height was determined by GEOID03.
 BX0473
 BX0473;                    North         East    Units  Estimated Accuracy
 BX0473;SPC LA N     -   150,480.    1,041,950.      MT  (+/- 180 meters Scaled)
 BX0473
 BX0473                          SUPERSEDED SURVEY CONTROL
 BX0473
 BX0473  NGVD 29 (??/??/??)   76.204  (m)          250.01   (f) ADJUSTED    2 0
 BX0473
 BX0473.Superseded values are not recommended for survey control.
 BX0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0473.See file dsdata.txt to determine how the superseded data were derived.
 BX0473
 BX0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR892249(NAD 83)
 BX0473_MARKER: DB = BENCH MARK DISK
 BX0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0473_STAMPING: W 126 1950
 BX0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0473+STABILITY: SURFACE MOTION
 BX0473
 BX0473  HISTORY     - Date     Condition        Report By
 BX0473  HISTORY     - 1950     MONUMENTED       CGS
 BX0473
 BX0473                          STATION DESCRIPTION
 BX0473
 BX0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0473'5.45 MI SW FROM ROSEFIELD.
 BX0473'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0473'ROSEFIELD, THENCE 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BX0473'0.7 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES SOUTHWEST ALONG
 BX0473'STATE HIGHWAY 1012.  AT THE TOP OF A HILL, AT A SHARP CURVE IN THE
 BX0473'ROAD, 55 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 BX0473'NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 20 FEET WEST OF A 16
 BX0473'INCH TRIANGULAR BLAZED PINE TREE, 2 FEET SOUTH OF A WITNESS POST, SET
 BX0473'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BX0473'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0837 ***********************************************************************
 CQ0837  DESIGNATION -  W 127
 CQ0837  PID         -  CQ0837
 CQ0837  STATE/COUNTY-  LA/WINN
 CQ0837  USGS QUAD   -  COTTON PLANT (1989)
 CQ0837
 CQ0837                         *CURRENT SURVEY CONTROL
 CQ0837  ___________________________________________________________________
 CQ0837* NAD 83(1986)-  32 06 41.     (N)    092 18 44.     (W)     SCALED    
 CQ0837* NAVD 88     -        38.05   (+/-2cm)     124.8    (feet)  VERTCON   
 CQ0837  ___________________________________________________________________
 CQ0837  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0837
 CQ0837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0837
 CQ0837.The horizontal coordinates were scaled from a topographic map and have
 CQ0837.an estimated accuracy of +/- 6 seconds.
 CQ0837
 CQ0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0837.The vertical order pertains to the NGVD 29 superseded value.
 CQ0837
 CQ0837.The geoid height was determined by GEOID03.
 CQ0837
 CQ0837;                    North         East    Units  Estimated Accuracy
 CQ0837;SPC LA N     -   178,680.    1,017,720.      MT  (+/- 180 meters Scaled)
 CQ0837
 CQ0837                          SUPERSEDED SURVEY CONTROL
 CQ0837
 CQ0837  NGVD 29 (??/??/??)   38.076  (m)          124.92   (f) ADJUSTED    2 0
 CQ0837
 CQ0837.Superseded values are not recommended for survey control.
 CQ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0837.See file dsdata.txt to determine how the superseded data were derived.
 CQ0837
 CQ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR648529(NAD 83)
 CQ0837_MARKER: DB = BENCH MARK DISK
 CQ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0837_STAMPING: W 127 1950
 CQ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0837+STABILITY: SURFACE MOTION
 CQ0837
 CQ0837  HISTORY     - Date     Condition        Report By
 CQ0837  HISTORY     - 1950     MONUMENTED       CGS
 CQ0837
 CQ0837                          STATION DESCRIPTION
 CQ0837
 CQ0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0837'13.7 MI NW FROM GRAYSON.
 CQ0837'13.7 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI PACIFIC
 CQ0837'RAILROAD STATION AT GRAYSON, 0.5 MILE EAST OF A WOODEN BRIDGE OVER
 CQ0837'BEAUCOUP CREEK, 49.3 FEET WEST OF THE NORTHWEST CORNER OF A FARMHOUSE,
 CQ0837'29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.0 FEET SOUTH OF A
 CQ0837'FENCE CORNER, 1.2 FEET EAST OF A FENCE, 1.1 FEET SOUTH OF A REFERENCE
 CQ0837'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CQ0837'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0261 ***********************************************************************
 BX0261  DESIGNATION -  W 128
 BX0261  PID         -  BX0261
 BX0261  STATE/COUNTY-  LA/WINN
 BX0261  USGS QUAD   -  GEORGETOWN (1984)
 BX0261
 BX0261                         *CURRENT SURVEY CONTROL
 BX0261  ___________________________________________________________________
 BX0261* NAD 83(1986)-  31 52 24.     (N)    092 24 28.     (W)     SCALED    
 BX0261* NAVD 88     -        41.89   (+/-2cm)     137.4    (feet)  VERTCON   
 BX0261  ___________________________________________________________________
 BX0261  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BX0261
 BX0261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0261
 BX0261.The horizontal coordinates were scaled from a topographic map and have
 BX0261.an estimated accuracy of +/- 6 seconds.
 BX0261
 BX0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0261.The vertical order pertains to the NGVD 29 superseded value.
 BX0261
 BX0261.The geoid height was determined by GEOID03.
 BX0261
 BX0261;                    North         East    Units  Estimated Accuracy
 BX0261;SPC LA N     -   152,270.    1,008,730.      MT  (+/- 180 meters Scaled)
 BX0261
 BX0261                          SUPERSEDED SURVEY CONTROL
 BX0261
 BX0261  NGVD 29 (??/??/??)   41.906  (m)          137.49   (f) ADJUSTED    2 0
 BX0261
 BX0261.Superseded values are not recommended for survey control.
 BX0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0261.See file dsdata.txt to determine how the superseded data were derived.
 BX0261
 BX0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR560265(NAD 83)
 BX0261_MARKER: DB = BENCH MARK DISK
 BX0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0261_STAMPING: W 128 1950
 BX0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0261+STABILITY: SURFACE MOTION
 BX0261
 BX0261  HISTORY     - Date     Condition        Report By
 BX0261  HISTORY     - 1950     MONUMENTED       CGS
 BX0261
 BX0261                          STATION DESCRIPTION
 BX0261
 BX0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0261'8.7 MI NW FROM TULLOS.
 BX0261'6.8 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE INTERSECTION OF U.
 BX0261'S. HIGHWAYS 84 AND 165 AT TULLOS, THENCE 1.9 MILES NORTHEAST ALONG A
 BX0261'GRADED DIRT ROAD.  0.45 MILE SOUTHWEST OF A T JUNCTION OF ROADS, 0.25
 BX0261'MILE (ESTIMATED) SOUTH ACROSS COUNTRY FROM A FARMHOUSE, 81 FEET SOUTH
 BX0261'OF THE CENTER LINE OF A GULLEY LEADING NORTH FROM THE ROAD, 33 FEET
 BX0261'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET WEST OF A REFERENCE
 BX0261'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BX0261'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0791 ***********************************************************************
 CQ0791  DESIGNATION -  W 129
 CQ0791  PID         -  CQ0791
 CQ0791  STATE/COUNTY-  LA/CALDWELL
 CQ0791  USGS QUAD   -  VIXEN (1989)
 CQ0791
 CQ0791                         *CURRENT SURVEY CONTROL
 CQ0791  ___________________________________________________________________
 CQ0791* NAD 83(1986)-  32 10 18.     (N)    092 15 07.     (W)     SCALED    
 CQ0791* NAVD 88     -        44.37   (+/-2cm)     145.6    (feet)  VERTCON   
 CQ0791  ___________________________________________________________________
 CQ0791  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CQ0791
 CQ0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0791
 CQ0791.The horizontal coordinates were scaled from a topographic map and have
 CQ0791.an estimated accuracy of +/- 6 seconds.
 CQ0791
 CQ0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0791.The vertical order pertains to the NGVD 29 superseded value.
 CQ0791
 CQ0791.The geoid height was determined by GEOID03.
 CQ0791
 CQ0791;                    North         East    Units  Estimated Accuracy
 CQ0791;SPC LA N     -   185,370.    1,023,390.      MT  (+/- 180 meters Scaled)
 CQ0791
 CQ0791                          SUPERSEDED SURVEY CONTROL
 CQ0791
 CQ0791  NGVD 29 (??/??/??)   44.398  (m)          145.66   (f) ADJUSTED    2 0
 CQ0791
 CQ0791.Superseded values are not recommended for survey control.
 CQ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0791.See file dsdata.txt to determine how the superseded data were derived.
 CQ0791
 CQ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR705597(NAD 83)
 CQ0791_MARKER: DB = BENCH MARK DISK
 CQ0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0791_STAMPING: W 129 1950
 CQ0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0791+STABILITY: SURFACE MOTION
 CQ0791
 CQ0791  HISTORY     - Date     Condition        Report By
 CQ0791  HISTORY     - 1950     MONUMENTED       CGS
 CQ0791  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0791
 CQ0791                          STATION DESCRIPTION
 CQ0791
 CQ0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0791'6.0 MI NW FROM MOUNT PLEASANT.
 CQ0791'3.2 MILES WEST ALONG A PARISH ROAD FROM THE MOUNT PLEASANT CHURCH AT
 CQ0791'MOUNT PLEASANT, THENCE 2.8 MILES NORTHWEST ALONG A PARISH ROAD.  AT A
 CQ0791'Y-JUNCTION OF ROADS, 85 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CQ0791'FARMHOUSE, ABOUT ON THE PROJECTED CENTER LINE OF THE SIDE ROAD LEADING
 CQ0791'SOUTHWEST, 32 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 12.4
 CQ0791'FEET EAST OF A CORNER FENCE POST, 1 FOOT SOUTH OF A FENCE, 1.2 FEET
 CQ0791'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 CQ0791'OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0791
 CQ0791                          STATION RECOVERY (1986)
 CQ0791
 CQ0791'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0417 ***********************************************************************
 BX0417  DESIGNATION -  W 130
 BX0417  PID         -  BX0417
 BX0417  STATE/COUNTY-  LA/LA SALLE
 BX0417  USGS QUAD   -  NICKEL (1984)
 BX0417
 BX0417                         *CURRENT SURVEY CONTROL
 BX0417  ___________________________________________________________________
 BX0417* NAD 83(1986)-  31 48 55.     (N)    092 02 08.     (W)     SCALED    
 BX0417* NAVD 88     -        65.13   (+/-2cm)     213.7    (feet)  VERTCON   
 BX0417  ___________________________________________________________________
 BX0417  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0417
 BX0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0417
 BX0417.The horizontal coordinates were scaled from a topographic map and have
 BX0417.an estimated accuracy of +/- 6 seconds.
 BX0417
 BX0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0417.The vertical order pertains to the NGVD 29 superseded value.
 BX0417
 BX0417.The geoid height was determined by GEOID03.
 BX0417
 BX0417;                    North         East    Units  Estimated Accuracy
 BX0417;SPC LA N     -   145,930.    1,043,970.      MT  (+/- 180 meters Scaled)
 BX0417
 BX0417                          SUPERSEDED SURVEY CONTROL
 BX0417
 BX0417  NGVD 29 (??/??/??)   65.133  (m)          213.69   (f) ADJUSTED    2 0
 BX0417
 BX0417.Superseded values are not recommended for survey control.
 BX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0417.See file dsdata.txt to determine how the superseded data were derived.
 BX0417
 BX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR912203(NAD 83)
 BX0417_MARKER: DB = BENCH MARK DISK
 BX0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0417_STAMPING: W 130 1950
 BX0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0417+STABILITY: SURFACE MOTION
 BX0417
 BX0417  HISTORY     - Date     Condition        Report By
 BX0417  HISTORY     - 1950     MONUMENTED       CGS
 BX0417  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0417
 BX0417                          STATION DESCRIPTION
 BX0417
 BX0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0417'3.95 MI NW FROM AIMWELL.
 BX0417'3.95 MILES NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0417'AIMWELL, AT A JUNCTION WITH A GRAVELED ROAD LEADING SOUTHWEST, 38 FEET
 BX0417'NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTHWEST OF THE
 BX0417'EXTENDED CENTER LINE OF THE ROAD LEADING SOUTHWEST, 20.0 FEET
 BX0417'SOUTHWEST OF A 16 INCH TRIANGULAR BLAZED PINE TREE, 2.0 FEET EAST OF A
 BX0417'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BX0417'FOOT ABOVE THE GROUND.
 BX0417
 BX0417                          STATION RECOVERY (1981)
 BX0417
 BX0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0418 ***********************************************************************
 BX0418  DESIGNATION -  W 130 RESET 1961
 BX0418  PID         -  BX0418
 BX0418  STATE/COUNTY-  LA/LA SALLE
 BX0418  USGS QUAD   -  NICKEL (1984)
 BX0418
 BX0418                         *CURRENT SURVEY CONTROL
 BX0418  ___________________________________________________________________
 BX0418* NAD 83(1986)-  31 48 54.     (N)    092 02 09.     (W)     SCALED    
 BX0418* NAVD 88     -        65.64   (+/-2cm)     215.4    (feet)  VERTCON   
 BX0418  ___________________________________________________________________
 BX0418  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BX0418
 BX0418  VERT ORDER  -  THIRD (See Below)
 BX0418
 BX0418.The horizontal coordinates were scaled from a topographic map and have
 BX0418.an estimated accuracy of +/- 6 seconds.
 BX0418
 BX0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0418.The vertical order pertains to the NGVD 29 superseded value.
 BX0418
 BX0418.The geoid height was determined by GEOID03.
 BX0418
 BX0418;                    North         East    Units  Estimated Accuracy
 BX0418;SPC LA N     -   145,900.    1,043,950.      MT  (+/- 180 meters Scaled)
 BX0418
 BX0418                          SUPERSEDED SURVEY CONTROL
 BX0418
 BX0418  NGVD 29 (??/??/??)   65.63   (m)          215.3    (f) RESET       3  
 BX0418
 BX0418.Superseded values are not recommended for survey control.
 BX0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0418.See file dsdata.txt to determine how the superseded data were derived.
 BX0418
 BX0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR912203(NAD 83)
 BX0418_MARKER: DB = BENCH MARK DISK
 BX0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0418_STAMPING: W 130 RESET 1961
 BX0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0418+STABILITY: SURFACE MOTION
 BX0418
 BX0418  HISTORY     - Date     Condition        Report By
 BX0418  HISTORY     - 1961     MONUMENTED       CGS
 BX0418
 BX0418                          STATION DESCRIPTION
 BX0418
 BX0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0418'3.85 MI NW FROM AIMWELL.
 BX0418'THIS MARK IS LOCATED 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 126 FROM
 BX0418'THE JUNCTION OF STATE HIGHWAY 126 AND 459 AT THE PENTECOSTAL CHURCH AT
 BX0418'AIMWELL (THIS IS 0.3 MILE WEST OF THE ABANDONED POST OFFICE AT
 BX0418'AIMWELL).  IT IS 0.1 MILE EAST OF A T JUNCTION OF ROADS, 90 FEET SOUTH
 BX0418'OF THE CENTERLINE OF THE HIGHWAY, 76 FEET SOUTHEAST OF THE CENTER OF
 BX0418'THE GRAVELED ROAD FROM THE SOUTHWEST, 23.5 FEET EAST OF A TELEPHONE
 BX0418'POLE, 35 FEET SOUTH OF THE CENTER OF THE OLD GRAVELED ROAD, 20 FEET
 BX0418'NORTH OF THE OLD WOODS ROAD LEADING EAST, AND 1.5 FEET SOUTH OF A
 BX0418'METAL WITNESS POST.  A STANDARD DISK, STAMPED W 130 RESET 1961, AND
 BX0418'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES
 BX0418'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1764 ***********************************************************************
 BW1764  DESIGNATION -  W 131
 BW1764  PID         -  BW1764
 BW1764  STATE/COUNTY-  LA/CATAHOULA
 BW1764  USGS QUAD   -  ENTERPRISE (1984)
 BW1764
 BW1764                         *CURRENT SURVEY CONTROL
 BW1764  ___________________________________________________________________
 BW1764* NAD 83(1986)-  31 53 59.     (N)    091 58 24.     (W)     SCALED    
 BW1764* NAVD 88     -        72.14   (+/-2cm)     236.7    (feet)  VERTCON   
 BW1764  ___________________________________________________________________
 BW1764  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BW1764
 BW1764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1764
 BW1764.The horizontal coordinates were scaled from a topographic map and have
 BW1764.an estimated accuracy of +/- 6 seconds.
 BW1764
 BW1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1764.The vertical order pertains to the NGVD 29 superseded value.
 BW1764
 BW1764.The geoid height was determined by GEOID03.
 BW1764
 BW1764;                    North         East    Units  Estimated Accuracy
 BW1764;SPC LA N     -   155,320.    1,049,820.      MT  (+/- 180 meters Scaled)
 BW1764
 BW1764                          SUPERSEDED SURVEY CONTROL
 BW1764
 BW1764  NGVD 29 (??/??/92)   72.142  (m)          236.69   (f) ADJ UNCH    2 0
 BW1764
 BW1764.Superseded values are not recommended for survey control.
 BW1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1764.See file dsdata.txt to determine how the superseded data were derived.
 BW1764
 BW1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR970297(NAD 83)
 BW1764_MARKER: DB = BENCH MARK DISK
 BW1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1764_STAMPING: W 131 1950
 BW1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1764+STABILITY: SURFACE MOTION
 BW1764
 BW1764  HISTORY     - Date     Condition        Report By
 BW1764  HISTORY     - 1950     MONUMENTED       CGS
 BW1764
 BW1764                          STATION DESCRIPTION
 BW1764
 BW1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1764'2.0 MI NE FROM ROSEFIELD.
 BW1764'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BW1764'ROSEFIELD, ON THE SIDE OF A HILL WHICH SLOPES TO THE NORTHEAST, 37
 BW1764'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF AN 8
 BW1764'INCH TRIANGULAR BLAZED PINE TREE, 9 FEET SOUTHWEST OF A 4 INCH
 BW1764'TRIANGULAR BLAZED OAK TREE, 1.4 FEET WEST OF A WITNESS POST, SET IN
 BW1764'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1721 ***********************************************************************
 BW1721  DESIGNATION -  W 132
 BW1721  PID         -  BW1721
 BW1721  STATE/COUNTY-  LA/CATAHOULA
 BW1721  USGS QUAD   -  MANIFEST (1983)
 BW1721
 BW1721                         *CURRENT SURVEY CONTROL
 BW1721  ___________________________________________________________________
 BW1721* NAD 83(1986)-  31 41 25.     (N)    091 59 00.     (W)     SCALED    
 BW1721* NAVD 88     -        23.95   (+/-2cm)      78.6    (feet)  VERTCON   
 BW1721  ___________________________________________________________________
 BW1721  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BW1721
 BW1721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1721
 BW1721.The horizontal coordinates were scaled from a topographic map and have
 BW1721.an estimated accuracy of +/- 6 seconds.
 BW1721
 BW1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1721.The vertical order pertains to the NGVD 29 superseded value.
 BW1721
 BW1721.The geoid height was determined by GEOID03.
 BW1721
 BW1721;                    North         East    Units  Estimated Accuracy
 BW1721;SPC LA N     -   132,090.    1,048,980.      MT  (+/- 180 meters Scaled)
 BW1721
 BW1721                          SUPERSEDED SURVEY CONTROL
 BW1721
 BW1721  NGVD 29 (??/??/92)   23.949  (m)           78.57   (f) ADJ UNCH    2 0
 BW1721
 BW1721.Superseded values are not recommended for survey control.
 BW1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1721.See file dsdata.txt to determine how the superseded data were derived.
 BW1721
 BW1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR963065(NAD 83)
 BW1721_MARKER: DB = BENCH MARK DISK
 BW1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1721_STAMPING: W 132 1950
 BW1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1721+STABILITY: SURFACE MOTION
 BW1721
 BW1721  HISTORY     - Date     Condition        Report By
 BW1721  HISTORY     - 1950     MONUMENTED       CGS
 BW1721
 BW1721                          STATION DESCRIPTION
 BW1721
 BW1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1721'1.9 MI SW FROM MANIFEST.
 BW1721'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BW1721'MANIFEST, AT A Y ROAD JUNCTION, 150 FEET SOUTHWEST OF A FARMHOUSE, 87
 BW1721'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET SOUTH OF THE
 BW1721'CENTER LINE OF A ROAD LEADING EAST, 1.5 FEET NORTH OF A FENCE, 1.3
 BW1721'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1721'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.15 MILES
 BW1721'NORTHEAST OF BENCH MARK MCMILLIAN (U.S.E.D.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1722 ***********************************************************************
 BW1722  DESIGNATION -  W 132 RESET 1975
 BW1722  PID         -  BW1722
 BW1722  STATE/COUNTY-  LA/CATAHOULA
 BW1722  USGS QUAD   -  MANIFEST (1983)
 BW1722
 BW1722                         *CURRENT SURVEY CONTROL
 BW1722  ___________________________________________________________________
 BW1722* NAD 83(1986)-  31 41 25.     (N)    091 59 00.     (W)     SCALED    
 BW1722* NAVD 88     -        22.95   (+/-2cm)      75.3    (feet)  VERTCON   
 BW1722  ___________________________________________________________________
 BW1722  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BW1722
 BW1722  VERT ORDER  -  THIRD (See Below)
 BW1722
 BW1722.The horizontal coordinates were scaled from a topographic map and have
 BW1722.an estimated accuracy of +/- 6 seconds.
 BW1722
 BW1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1722.The vertical order pertains to the NGVD 29 superseded value.
 BW1722
 BW1722.The geoid height was determined by GEOID03.
 BW1722
 BW1722;                    North         East    Units  Estimated Accuracy
 BW1722;SPC LA N     -   132,090.    1,048,980.      MT  (+/- 180 meters Scaled)
 BW1722
 BW1722                          SUPERSEDED SURVEY CONTROL
 BW1722
 BW1722  NGVD 29 (09/18/05)   22.94   (m)           75.3    (f) RESET       3  
 BW1722
 BW1722.Superseded values are not recommended for survey control.
 BW1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1722.See file dsdata.txt to determine how the superseded data were derived.
 BW1722
 BW1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR963065(NAD 83)
 BW1722_MARKER: DB = BENCH MARK DISK
 BW1722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1722_SP_SET: ROD
 BW1722_STAMPING: W 132 RESET 1975
 BW1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1722
 BW1722  HISTORY     - Date     Condition        Report By
 BW1722  HISTORY     - 1975     MONUMENTED       NGS
 BW1722
 BW1722                          STATION DESCRIPTION
 BW1722
 BW1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BW1722'1.9 MI SE FROM MANIFEST.
 BW1722'LOCATED 1.9 MILES SOUTHWEST OF MANIFEST ALONG STATE HIGHWAY 8. AT A T
 BW1722'ROAD LEADING SOUTHEAST, 102 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BW1722'MRS WRIGHTS HOUSE, 158 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 BW1722'8, 64 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 31 FEET NORTHEAST
 BW1722'OF THE CENTER OF THE GRAVELED ROAD LEADING SOUTHEAST, 8 FEET NORTHEAST
 BW1722'OF A FENCE CORNER, 9 FEET SOUTH OF A 2-FT GUM TREE, 15 FEET SOUTHWEST
 BW1722'OF A 2-FOOT GUM TREE AND 1 FOOT NORTHWEST OF FENCE LINE AND WITNESS
 BW1722'POST.  IT IS A SHORT ROD TYPE MARK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0630 ***********************************************************************
 CQ0630  DESIGNATION -  W 137
 CQ0630  PID         -  CQ0630
 CQ0630  STATE/COUNTY-  LA/WINN
 CQ0630  USGS QUAD   -  SIKES (1989)
 CQ0630
 CQ0630                         *CURRENT SURVEY CONTROL
 CQ0630  ___________________________________________________________________
 CQ0630* NAD 83(1986)-  32 02 46.     (N)    092 23 22.     (W)     SCALED    
 CQ0630* NAVD 88     -        43.90   (+/-2cm)     144.0    (feet)  VERTCON   
 CQ0630  ___________________________________________________________________
 CQ0630  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CQ0630
 CQ0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0630
 CQ0630.The horizontal coordinates were scaled from a topographic map and have
 CQ0630.an estimated accuracy of +/- 6 seconds.
 CQ0630
 CQ0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0630.The vertical order pertains to the NGVD 29 superseded value.
 CQ0630
 CQ0630.The geoid height was determined by GEOID03.
 CQ0630
 CQ0630;                    North         East    Units  Estimated Accuracy
 CQ0630;SPC LA N     -   171,430.    1,010,440.      MT  (+/- 180 meters Scaled)
 CQ0630
 CQ0630                          SUPERSEDED SURVEY CONTROL
 CQ0630
 CQ0630  NGVD 29 (??/??/??)   43.921  (m)          144.10   (f) ADJUSTED    2 0
 CQ0630
 CQ0630.Superseded values are not recommended for survey control.
 CQ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0630.See file dsdata.txt to determine how the superseded data were derived.
 CQ0630
 CQ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR576457(NAD 83)
 CQ0630_MARKER: DB = BENCH MARK DISK
 CQ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0630_STAMPING: W 137 1950
 CQ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0630+STABILITY: SURFACE MOTION
 CQ0630
 CQ0630  HISTORY     - Date     Condition        Report By
 CQ0630  HISTORY     - 1950     MONUMENTED       CGS
 CQ0630  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0630
 CQ0630                          STATION DESCRIPTION
 CQ0630
 CQ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0630'15.6 MI NW FROM OLLA.
 CQ0630'12.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 CQ0630'PACIFIC RAILROAD STATION AT OLLA, THENCE 3.1 MILES NORTHWEST ALONG A
 CQ0630'PARISH ROAD, ON THE SIDE OF A HILL SLOPING DOWN TO THE NORTHWEST, 22
 CQ0630'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTHEAST OF A
 CQ0630'10-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE,
 CQ0630'14 FEET WEST OF A 24-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTHEAST
 CQ0630'SIDE OF THE TREE, 12 FEET NORTH OF AN 18-INCH OAK WITH A TRIANGULAR
 CQ0630'BLAZE ON THE NORTHEAST SIDE OF THE TREE, 1.7 FEET NORTHWEST OF A
 CQ0630'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CQ0630'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE
 CQ0630'SOUTHEAST OF BENCH MARK H 128.
 CQ0630
 CQ0630                          STATION RECOVERY (1986)
 CQ0630
 CQ0630'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0424 ***********************************************************************
 BX0424  DESIGNATION -  W 139
 BX0424  PID         -  BX0424
 BX0424  STATE/COUNTY-  LA/LA SALLE
 BX0424  USGS QUAD   -  NICKEL (1984)
 BX0424
 BX0424                         *CURRENT SURVEY CONTROL
 BX0424  ___________________________________________________________________
 BX0424* NAD 83(1986)-  31 46 57.     (N)    092 00 51.     (W)     SCALED    
 BX0424* NAVD 88     -        43.63   (+/-2cm)     143.1    (feet)  VERTCON   
 BX0424  ___________________________________________________________________
 BX0424  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0424
 BX0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0424
 BX0424.The horizontal coordinates were scaled from a topographic map and have
 BX0424.an estimated accuracy of +/- 6 seconds.
 BX0424
 BX0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0424.The vertical order pertains to the NGVD 29 superseded value.
 BX0424
 BX0424.The geoid height was determined by GEOID03.
 BX0424
 BX0424;                    North         East    Units  Estimated Accuracy
 BX0424;SPC LA N     -   142,300.    1,046,010.      MT  (+/- 180 meters Scaled)
 BX0424
 BX0424                          SUPERSEDED SURVEY CONTROL
 BX0424
 BX0424  NGVD 29 (??/??/??)   43.629  (m)          143.14   (f) ADJUSTED    2 0
 BX0424
 BX0424.Superseded values are not recommended for survey control.
 BX0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0424.See file dsdata.txt to determine how the superseded data were derived.
 BX0424
 BX0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR933167(NAD 83)
 BX0424_MARKER: DB = BENCH MARK DISK
 BX0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0424_STAMPING: W 139 1950
 BX0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0424+STABILITY: SURFACE MOTION
 BX0424
 BX0424  HISTORY     - Date     Condition        Report By
 BX0424  HISTORY     - 1950     MONUMENTED       CGS
 BX0424  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0424
 BX0424                          STATION DESCRIPTION
 BX0424
 BX0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0424'1.3 MI W FROM AIMWELL.
 BX0424'0.4 MILE WEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT AIMWELL,
 BX0424'THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 1010.  AT A Y ROAD JUNCTION,
 BX0424'108 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 400 FEET EAST OF A
 BX0424'FARMHOUSE, 24 FEET NORTHWEST OF THE CENTER LINE OF A SIDE ROAD LEADING
 BX0424'NORTHEAST, 1.1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BX0424'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BX0424
 BX0424                          STATION RECOVERY (1981)
 BX0424
 BX0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1731 ***********************************************************************
 CQ1731  DESIGNATION -  W 140
 CQ1731  PID         -  CQ1731
 CQ1731  STATE/COUNTY-  LA/CADDO
 CQ1731  USGS QUAD   -  KEATCHIE (1972)
 CQ1731
 CQ1731                         *CURRENT SURVEY CONTROL
 CQ1731  ___________________________________________________________________
 CQ1731* NAD 83(1986)-  32 14 02.     (N)    093 53 18.     (W)     SCALED    
 CQ1731* NAVD 88     -        73.439  (meters)     240.94   (feet)  ADJUSTED  
 CQ1731  ___________________________________________________________________
 CQ1731  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1731  DYNAMIC HT  -          73.355 (meters)     240.67  (feet)  COMP
 CQ1731  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CQ1731
 CQ1731  VERT ORDER  -  FIRST     CLASS II
 CQ1731
 CQ1731.The horizontal coordinates were scaled from a topographic map and have
 CQ1731.an estimated accuracy of +/- 6 seconds.
 CQ1731
 CQ1731.The orthometric height was determined by differential leveling
 CQ1731.and adjusted by the National Geodetic Survey in June 1991..
 CQ1731
 CQ1731.The geoid height was determined by GEOID03.
 CQ1731
 CQ1731.The dynamic height is computed by dividing the NAVD 88
 CQ1731.geopotential number by the normal gravity value computed on the
 CQ1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1731.degrees latitude (g = 980.6199 gals.).
 CQ1731
 CQ1731.The modeled gravity was interpolated from observed gravity values.
 CQ1731
 CQ1731;                    North         East    Units  Estimated Accuracy
 CQ1731;SPC LA N     -   193,080.      869,160.      MT  (+/- 180 meters Scaled)
 CQ1731
 CQ1731                          SUPERSEDED SURVEY CONTROL
 CQ1731
 CQ1731  NGVD 29 (??/??/??)   73.480  (m)          241.08   (f) ADJUSTED    1 2
 CQ1731
 CQ1731.Superseded values are not recommended for survey control.
 CQ1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1731.See file dsdata.txt to determine how the superseded data were derived.
 CQ1731
 CQ1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR163667(NAD 83)
 CQ1731_MARKER: DB = BENCH MARK DISK
 CQ1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1731_STAMPING: W 140 1952
 CQ1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1731+STABILITY: SURFACE MOTION
 CQ1731
 CQ1731  HISTORY     - Date     Condition        Report By
 CQ1731  HISTORY     - 1952     MONUMENTED       CGS
 CQ1731  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1731
 CQ1731                          STATION DESCRIPTION
 CQ1731
 CQ1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1731'4.4 MI NE FROM KEATCHIE.
 CQ1731'0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE TEXAS AND NEW
 CQ1731'ORLEANS RAILROAD STATION AT KEATCHIE, THENCE 4.0 MILES NORTHEAST ALONG
 CQ1731'A GRAVELED ROAD, 41.3 FEET WEST OF THE WEST RAIL OF THE TEXAS AND NEW
 CQ1731'ORLEANS RAILROAD, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7 FEET
 CQ1731'NORTH OF A FENCE CORNER, 3 FEET EAST OF A FENCE, 3 FEET SOUTH OF A
 CQ1731'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CQ1731'FOOT ABOVE THE GROUND.
 CQ1731
 CQ1731                          STATION RECOVERY (1979)
 CQ1731
 CQ1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0879 ***********************************************************************
 CQ0879  DESIGNATION -  W 142
 CQ0879  PID         -  CQ0879
 CQ0879  STATE/COUNTY-  LA/WINN
 CQ0879  USGS QUAD   -  SIKES (1989)
 CQ0879
 CQ0879                         *CURRENT SURVEY CONTROL
 CQ0879  ___________________________________________________________________
 CQ0879* NAD 83(1986)-  32 00 03.     (N)    092 26 55.     (W)     SCALED    
 CQ0879* NAVD 88     -        52.13   (+/-2cm)     171.0    (feet)  VERTCON   
 CQ0879  ___________________________________________________________________
 CQ0879  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0879
 CQ0879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0879
 CQ0879.The horizontal coordinates were scaled from a topographic map and have
 CQ0879.an estimated accuracy of +/- 6 seconds.
 CQ0879
 CQ0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0879.The vertical order pertains to the NGVD 29 superseded value.
 CQ0879
 CQ0879.The geoid height was determined by GEOID03.
 CQ0879
 CQ0879;                    North         East    Units  Estimated Accuracy
 CQ0879;SPC LA N     -   166,410.    1,004,860.      MT  (+/- 180 meters Scaled)
 CQ0879
 CQ0879                          SUPERSEDED SURVEY CONTROL
 CQ0879
 CQ0879  NGVD 29 (??/??/??)   52.152  (m)          171.10   (f) ADJUSTED    2 0
 CQ0879
 CQ0879.Superseded values are not recommended for survey control.
 CQ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0879.See file dsdata.txt to determine how the superseded data were derived.
 CQ0879
 CQ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR520406(NAD 83)
 CQ0879_MARKER: DB = BENCH MARK DISK
 CQ0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0879_STAMPING: W 142 1950
 CQ0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0879+STABILITY: SURFACE MOTION
 CQ0879
 CQ0879  HISTORY     - Date     Condition        Report By
 CQ0879  HISTORY     - 1950     MONUMENTED       CGS
 CQ0879  HISTORY     - 1981     MARK NOT FOUND   USGS
 CQ0879  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0879
 CQ0879                          STATION DESCRIPTION
 CQ0879
 CQ0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0879'7.85 MI SE FROM SIKES.
 CQ0879'5.7 MILES SOUTH ALONG STATE HIGHWAY 788 FROM THE JUNCTION OF STATE
 CQ0879'HIGHWAYS 788 AND 110 AT SIKES, THENCE 2.15 MILES EAST ALONG A GRADED
 CQ0879'DIRT ROAD, 0.65 MILE EAST OF A CHURCH AND A ROAD INTERSECTION, ON TOP
 CQ0879'OF A HILL, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.7 FEET
 CQ0879'SOUTH OF A 16-INCH PINE TREE, 3.5 FEET EAST OF A REFERENCE POST AND
 CQ0879'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CQ0879'GROUND.
 CQ0879
 CQ0879                          STATION RECOVERY (1981)
 CQ0879
 CQ0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CQ0879'MARK NOT FOUND.
 CQ0879
 CQ0879                          STATION RECOVERY (1986)
 CQ0879
 CQ0879'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1744 ***********************************************************************
 CQ1744  DESIGNATION -  W 143
 CQ1744  PID         -  CQ1744
 CQ1744  STATE/COUNTY-  LA/CADDO
 CQ1744  USGS QUAD   -  GREENWOOD (1982)
 CQ1744
 CQ1744                         *CURRENT SURVEY CONTROL
 CQ1744  ___________________________________________________________________
 CQ1744* NAD 83(1986)-  32 26 36.     (N)    093 58 59.     (W)     SCALED    
 CQ1744* NAVD 88     -        67.131  (meters)     220.25   (feet)  ADJUSTED  
 CQ1744  ___________________________________________________________________
 CQ1744  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1744  DYNAMIC HT  -          67.055 (meters)     220.00  (feet)  COMP
 CQ1744  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 CQ1744
 CQ1744  VERT ORDER  -  FIRST     CLASS II
 CQ1744
 CQ1744.The horizontal coordinates were scaled from a topographic map and have
 CQ1744.an estimated accuracy of +/- 6 seconds.
 CQ1744
 CQ1744.The orthometric height was determined by differential leveling
 CQ1744.and adjusted by the National Geodetic Survey in June 1991..
 CQ1744
 CQ1744.The geoid height was determined by GEOID03.
 CQ1744
 CQ1744.The dynamic height is computed by dividing the NAVD 88
 CQ1744.geopotential number by the normal gravity value computed on the
 CQ1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1744.degrees latitude (g = 980.6199 gals.).
 CQ1744
 CQ1744.The modeled gravity was interpolated from observed gravity values.
 CQ1744
 CQ1744;                    North         East    Units  Estimated Accuracy
 CQ1744;SPC LA N     -   216,430.      860,550.      MT  (+/- 180 meters Scaled)
 CQ1744
 CQ1744                          SUPERSEDED SURVEY CONTROL
 CQ1744
 CQ1744  NGVD 29 (??/??/??)   67.203  (m)          220.48   (f) ADJUSTED    1 2
 CQ1744
 CQ1744.Superseded values are not recommended for survey control.
 CQ1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1744.See file dsdata.txt to determine how the superseded data were derived.
 CQ1744
 CQ1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR075900(NAD 83)
 CQ1744_MARKER: DB = BENCH MARK DISK
 CQ1744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1744_SP_SET: BRIDGE
 CQ1744_STAMPING: W 143 1954
 CQ1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1744
 CQ1744  HISTORY     - Date     Condition        Report By
 CQ1744  HISTORY     - 1955     MONUMENTED       CGS
 CQ1744  HISTORY     - 1976     GOOD             LADTD
 CQ1744  HISTORY     - 1990     GOOD             USPSQD
 CQ1744  HISTORY     - 19990206 GOOD             USPSQD
 CQ1744
 CQ1744                          STATION DESCRIPTION
 CQ1744
 CQ1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ1744'0.4 MI W FROM GREENWOOD.
 CQ1744'0.4 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT GREENWOOD,
 CQ1744'22.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 CQ1744'THE WEST END OF THE NORTH CONCRETE GUARD RAIL BASE OF A CONCRETE
 CQ1744'BRIDGE.
 CQ1744
 CQ1744                          STATION RECOVERY (1976)
 CQ1744
 CQ1744'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CQ1744'LOCATED 0.4 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ1744'GREENWOOD, CADDO PARISH, AT THE CONCRETE BRIDGE, IN THE TOP OF THE
 CQ1744'WEST END OF THE NORTH CONCRETE GUARDRAIL BASE, AND 22.5 FEET NORTH OF
 CQ1744'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 143 1954.
 CQ1744
 CQ1744                          STATION RECOVERY (1990)
 CQ1744
 CQ1744'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ1744'RECOVERED IN GOOD CONDITION.
 CQ1744
 CQ1744                          STATION RECOVERY (1999)
 CQ1744
 CQ1744'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1047 ***********************************************************************
 BK1047  DESIGNATION -  W 15
 BK1047  PID         -  BK1047
 BK1047  STATE/COUNTY-  LA/RAPIDES
 BK1047  USGS QUAD   -  GLENMORA (1972)
 BK1047
 BK1047                         *CURRENT SURVEY CONTROL
 BK1047  ___________________________________________________________________
 BK1047* NAD 83(1986)-  30 54 08.     (N)    092 37 17.     (W)     SCALED    
 BK1047* NAVD 88     -        40.064  (meters)     131.44   (feet)  ADJUSTED  
 BK1047  ___________________________________________________________________
 BK1047  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BK1047  DYNAMIC HT  -          40.013 (meters)     131.28  (feet)  COMP
 BK1047  MODELED GRAV-     979,373.4   (mgal)                       NAVD 88
 BK1047
 BK1047  VERT ORDER  -  FIRST     CLASS I
 BK1047
 BK1047.The horizontal coordinates were scaled from a topographic map and have
 BK1047.an estimated accuracy of +/- 6 seconds.
 BK1047
 BK1047.The orthometric height was determined by differential leveling
 BK1047.and adjusted by the National Geodetic Survey in February 1994..
 BK1047
 BK1047.The geoid height was determined by GEOID03.
 BK1047
 BK1047.The dynamic height is computed by dividing the NAVD 88
 BK1047.geopotential number by the normal gravity value computed on the
 BK1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1047.degrees latitude (g = 980.6199 gals.).
 BK1047
 BK1047.The modeled gravity was interpolated from observed gravity values.
 BK1047
 BK1047;                    North         East    Units  Estimated Accuracy
 BK1047;SPC LA N     -    44,610.      988,390.      MT  (+/- 180 meters Scaled)
 BK1047
 BK1047                          SUPERSEDED SURVEY CONTROL
 BK1047
 BK1047  NAVD 88 (06/15/91)   40.057  (m)          131.42   (f) UNKNOWN     1 1
 BK1047  NGVD 29 (??/??/??)   40.042  (m)          131.37   (f) ADJUSTED    1 1
 BK1047
 BK1047.Superseded values are not recommended for survey control.
 BK1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1047.See file dsdata.txt to determine how the superseded data were derived.
 BK1047
 BK1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ361188(NAD 83)
 BK1047_MARKER: DB = BENCH MARK DISK
 BK1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1047_SP_SET: CULVERT
 BK1047_STAMPING: W 15 1934
 BK1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1047
 BK1047  HISTORY     - Date     Condition        Report By
 BK1047  HISTORY     - 1934     MONUMENTED       CGS
 BK1047  HISTORY     - 1970     GOOD             NGS
 BK1047  HISTORY     - 19990424 GOOD             USPSQD
 BK1047
 BK1047                          STATION DESCRIPTION
 BK1047
 BK1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1047'5.6 MI SW FROM GLENMORA.
 BK1047'ABOUT 5.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1047'TOWN HALL AT GLENMORA, OR ABOUT 6.4 MILES NORTHEAST ALONG THE MISSOURI
 BK1047'PACIFIC RAILROAD FROM THE STATION AT OAKDALE, 9 1/2 POLES SOUTHWEST OF
 BK1047'MILEPOST 629, 14 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP
 BK1047'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A BOX
 BK1047'CULVERT UNDER THE TRACK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 BK1047'TRACK.
 BK1047
 BK1047                          STATION RECOVERY (1999)
 BK1047
 BK1047'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0718 ***********************************************************************
 BK0718  DESIGNATION -  W 16
 BK0718  PID         -  BK0718
 BK0718  STATE/COUNTY-  LA/ALLEN
 BK0718  USGS QUAD   -  KINDER (1994)
 BK0718
 BK0718                         *CURRENT SURVEY CONTROL
 BK0718  ___________________________________________________________________
 BK0718* NAD 83(1986)-  30 29 22.     (N)    092 50 49.     (W)     SCALED    
 BK0718* NAVD 88     -        14.757  (meters)      48.42   (feet)  ADJUSTED  
 BK0718  ___________________________________________________________________
 BK0718  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0718  DYNAMIC HT  -          14.737 (meters)      48.35  (feet)  COMP
 BK0718  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BK0718
 BK0718  VERT ORDER  -  FIRST     CLASS II
 BK0718
 BK0718.The horizontal coordinates were scaled from a topographic map and have
 BK0718.an estimated accuracy of +/- 6 seconds.
 BK0718
 BK0718.The orthometric height was determined by differential leveling
 BK0718.and adjusted by the National Geodetic Survey in February 1994..
 BK0718
 BK0718.The geoid height was determined by GEOID03.
 BK0718
 BK0718.The dynamic height is computed by dividing the NAVD 88
 BK0718.geopotential number by the normal gravity value computed on the
 BK0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0718.degrees latitude (g = 980.6199 gals.).
 BK0718
 BK0718.The modeled gravity was interpolated from observed gravity values.
 BK0718
 BK0718;                    North         East    Units  Estimated Accuracy
 BK0718;SPC LA S     -   221,480.      854,690.      MT  (+/- 180 meters Scaled)
 BK0718
 BK0718                          SUPERSEDED SURVEY CONTROL
 BK0718
 BK0718  NAVD 88 (06/15/91)   14.742  (m)           48.37   (f) UNKNOWN     1 2
 BK0718  NGVD 29 (??/??/??)   14.725  (m)           48.31   (f) ADJUSTED    1 2
 BK0718
 BK0718.Superseded values are not recommended for survey control.
 BK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0718.See file dsdata.txt to determine how the superseded data were derived.
 BK0718
 BK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP146730(NAD 83)
 BK0718_MARKER: DB = BENCH MARK DISK
 BK0718_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BK0718_SP_SET: FOUNDATION
 BK0718_STAMPING: W 16 1934
 BK0718_MARK LOGO: CGS   
 BK0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0718+STABILITY: SURFACE MOTION
 BK0718
 BK0718  HISTORY     - Date     Condition        Report By
 BK0718  HISTORY     - 1934     MONUMENTED       CGS
 BK0718  HISTORY     - 1970     GOOD             NGS
 BK0718  HISTORY     - 1981     GOOD             LADTD
 BK0718  HISTORY     - 1986     GOOD             NGS
 BK0718  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0718
 BK0718                          STATION DESCRIPTION
 BK0718
 BK0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0718'0.1 MI SW FROM KINDER.
 BK0718'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0718'PACIFIC RAILROAD STATION AT KINDER, 36 1/2 FEET WEST OF THE CENTER
 BK0718'LINE OF THE HIGHWAY, 137 FEET WEST OF THE WEST RAIL OF THE MISSOURI
 BK0718'PACIFIC RAILROAD, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 BK0718'CONCRETE FOUNDATION FOR THE SOUTH LEG OF AN OLD WATER TOWER, 7 FEET
 BK0718'WEST OF THE SOUTHEAST LEG OF A NEW WATER TOWER, 32 FEET SOUTH OF THE
 BK0718'SOUTHEAST CORNER OF A METAL BUILDING, 10 FEET SOUTHEAST OF THE METAL
 BK0718'PIPE IN THE CENTER OF THE NEW WATER TOWER, AND ABOUT 1 FOOT ABOVE THE
 BK0718'LEVEL OF THE HIGHWAY.  SEC 35, T 6S, R 5W.  NOTE-- THE CONCRETE
 BK0718'FOUNDATION THE MARK IS SET IN DOES NOT SUPPORT WATER TOWER.
 BK0718
 BK0718                          STATION RECOVERY (1981)
 BK0718
 BK0718'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0718'RECOVERED IN GOOD CONDITION.
 BK0718
 BK0718                          STATION RECOVERY (1986)
 BK0718
 BK0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0718'RECOVERED IN GOOD CONDITION.
 BK0718
 BK0718                          STATION RECOVERY (2002)
 BK0718
 BK0718'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2271 ***********************************************************************
 BJ2271  DESIGNATION -  W 17
 BJ2271  PID         -  BJ2271
 BJ2271  STATE/COUNTY-  LA/ST MARTIN
 BJ2271  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2271
 BJ2271                         *CURRENT SURVEY CONTROL
 BJ2271  ___________________________________________________________________
 BJ2271* NAD 83(1986)-  30 20 46.     (N)    091 43 06.     (W)     SCALED    
 BJ2271* NAVD 88     -         8.02   (+/-2cm)      26.3    (feet)  VERTCON   
 BJ2271  ___________________________________________________________________
 BJ2271  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2271
 BJ2271  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2271
 BJ2271.The horizontal coordinates were scaled from a topographic map and have
 BJ2271.an estimated accuracy of +/- 6 seconds.
 BJ2271
 BJ2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2271.The vertical order pertains to the NGVD 29 superseded value.
 BJ2271
 BJ2271.The geoid height was determined by GEOID03.
 BJ2271
 BJ2271;                    North         East    Units  Estimated Accuracy
 BJ2271;SPC LA S     -   204,690.      962,990.      MT  (+/- 180 meters Scaled)
 BJ2271
 BJ2271                          SUPERSEDED SURVEY CONTROL
 BJ2271
 BJ2271  NGVD 29 (??/??/??)    8.023  (m)           26.32   (f) ADJUSTED    1 2
 BJ2271
 BJ2271.Superseded values are not recommended for survey control.
 BJ2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2271.See file dsdata.txt to determine how the superseded data were derived.
 BJ2271
 BJ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP231578(NAD 83)
 BJ2271_MARKER: DB = BENCH MARK DISK
 BJ2271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ2271_SP_SET: FOOTING
 BJ2271_STAMPING: W 17 1934
 BJ2271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2271
 BJ2271  HISTORY     - Date     Condition        Report By
 BJ2271  HISTORY     - 1934     MONUMENTED       CGS
 BJ2271  HISTORY     - 1965     GOOD             CGS
 BJ2271
 BJ2271                          STATION DESCRIPTION
 BJ2271
 BJ2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2271'6.4 MI NE FROM BUTTE LA ROSE.
 BJ2271'ABOUT 6.1 MILES NORTH ALONG A LEVEE AND A DIRT ROAD FROM THE BOAT
 BJ2271'LANDING AT BUTTE LA ROSE, THENCE 0.3 MILE EAST ACROSS THE ATCHAFALAYA
 BJ2271'RIVER, IN FRACTIONAL SECTION 23 T 8 S, R 7 E, ON THE WEST EDGE OF A
 BJ2271'ISLAND, ABOUT 100 YARDS EAST OF THE WATER LINE ON THE EAST BANK OF THE
 BJ2271'ATCHAFALAYA RIVER, AT THE SOUTHWEST CONCRETE FOOTING OF A STEEL POWER
 BJ2271'LINE TOWER, SET VERTICALLY IN THE EAST CONCRETE FACE OF THE FOOTING,
 BJ2271'2.2 FEET BELOW THE TOP OF THE FOOTING, 6 INCHES NORTH OF THE SOUTHEAST
 BJ2271'CORNER OF THE FOOTING, AND 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1871 ***********************************************************************
 CQ1871  DESIGNATION -  W 177
 CQ1871  PID         -  CQ1871
 CQ1871  STATE/COUNTY-  LA/BOSSIER
 CQ1871  USGS QUAD   -  WARDVIEW (1971)
 CQ1871
 CQ1871                         *CURRENT SURVEY CONTROL
 CQ1871  ___________________________________________________________________
 CQ1871* NAD 83(1986)-  32 54 21.     (N)    093 45 23.     (W)     SCALED    
 CQ1871* NAVD 88     -       100.620  (meters)     330.12   (feet)  ADJUSTED  
 CQ1871  ___________________________________________________________________
 CQ1871  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CQ1871  DYNAMIC HT  -         100.509 (meters)     329.75  (feet)  COMP
 CQ1871  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 CQ1871
 CQ1871  VERT ORDER  -  FIRST     CLASS II
 CQ1871
 CQ1871.The horizontal coordinates were scaled from a topographic map and have
 CQ1871.an estimated accuracy of +/- 6 seconds.
 CQ1871
 CQ1871.The orthometric height was determined by differential leveling
 CQ1871.and adjusted by the National Geodetic Survey in June 1991..
 CQ1871
 CQ1871.The geoid height was determined by GEOID03.
 CQ1871
 CQ1871.The dynamic height is computed by dividing the NAVD 88
 CQ1871.geopotential number by the normal gravity value computed on the
 CQ1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1871.degrees latitude (g = 980.6199 gals.).
 CQ1871
 CQ1871.The modeled gravity was interpolated from observed gravity values.
 CQ1871
 CQ1871;                    North         East    Units  Estimated Accuracy
 CQ1871;SPC LA N     -   267,440.      882,460.      MT  (+/- 180 meters Scaled)
 CQ1871
 CQ1871                          SUPERSEDED SURVEY CONTROL
 CQ1871
 CQ1871  NGVD 29 (??/??/??)  100.684  (m)          330.33   (f) ADJUSTED    1 2
 CQ1871
 CQ1871.Superseded values are not recommended for survey control.
 CQ1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1871.See file dsdata.txt to determine how the superseded data were derived.
 CQ1871
 CQ1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS292411(NAD 83)
 CQ1871_MARKER: DB = BENCH MARK DISK
 CQ1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1871_STAMPING: W 177 1960
 CQ1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1871+STABILITY: SURFACE MOTION
 CQ1871
 CQ1871  HISTORY     - Date     Condition        Report By
 CQ1871  HISTORY     - 1961     MONUMENTED       CGS
 CQ1871  HISTORY     - 1969     GOOD             LADH
 CQ1871  HISTORY     - 1987     GOOD             USPSQD
 CQ1871  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1871
 CQ1871                          STATION DESCRIPTION
 CQ1871
 CQ1871'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1871'3.25 MI W FROM PLAIN DEALING.
 CQ1871'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1871'PLAIN DEALING, THENCE 3.25 MILES WEST ALONG STATE HIGHWAY 2, 59 FEET
 CQ1871'NORTH OF CENTER LINE OF HIGHWAY, 90 FEET EAST OF A TELEPHONE POLE, 145
 CQ1871'FEET EAST OF A HOUSE ON NORTH SIDE OF HIGHWAY, 216 FEET EAST OF A
 CQ1871'20-INCH CONCRETE TUBULAR CULVERT UNDER HIGHWAY, 1.1 FEET WEST OF A
 CQ1871'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP
 CQ1871'OF A CONCRETE POST PROJECTING 4 INCHES.  SEC 7, T 22N, R 13W.
 CQ1871
 CQ1871                          STATION RECOVERY (1987)
 CQ1871
 CQ1871'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1871'RECOVERED IN GOOD CONDITION.
 CQ1871
 CQ1871                          STATION RECOVERY (2002)
 CQ1871
 CQ1871'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1570 ***********************************************************************
 BJ1570  DESIGNATION -  W 178
 BJ1570  PID         -  BJ1570
 BJ1570  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1570  USGS QUAD   -  PONCHATOULA (1994)
 BJ1570
 BJ1570                         *CURRENT SURVEY CONTROL
 BJ1570  ___________________________________________________________________
 BJ1570* NAD 83(1986)-  30 28 46.     (N)    090 27 11.     (W)     SCALED    
 BJ1570* NAVD 88     -         8.897  (meters)      29.19   (feet)  READJUSTED
 BJ1570  ___________________________________________________________________
 BJ1570  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ1570  DYNAMIC HT  -           8.890 (meters)      29.17  (feet)  COMP
 BJ1570  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 BJ1570
 BJ1570  VERT ORDER  -  ?
 BJ1570
 BJ1570.The horizontal coordinates were scaled from a topographic map and have
 BJ1570.an estimated accuracy of +/- 6 seconds.
 BJ1570
 BJ1570.The orthometric height was determined by differential leveling
 BJ1570.and adjusted by the National Geodetic Survey in June 1991..
 BJ1570.The height was derived from older observations constrained to new
 BJ1570.heights in a crustal motion area.  The height is approximate in
 BJ1570.relation to other heights in its vicinity.
 BJ1570
 BJ1570.The geoid height was determined by GEOID03.
 BJ1570
 BJ1570.The dynamic height is computed by dividing the NAVD 88
 BJ1570.geopotential number by the normal gravity value computed on the
 BJ1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1570.degrees latitude (g = 980.6199 gals.).
 BJ1570
 BJ1570.The modeled gravity was interpolated from observed gravity values.
 BJ1570
 BJ1570;                    North         East    Units  Estimated Accuracy
 BJ1570;SPC LA S     -   219,740.    1,084,520.      MT  (+/- 180 meters Scaled)
 BJ1570
 BJ1570                          SUPERSEDED SURVEY CONTROL
 BJ1570
 BJ1570  NGVD 29 (??/??/??)    8.878  (m)           29.13   (f) ADJUSTED    1 1
 BJ1570
 BJ1570.Superseded values are not recommended for survey control.
 BJ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1570.See file dsdata.txt to determine how the superseded data were derived.
 BJ1570
 BJ1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP444746(NAD 83)
 BJ1570_MARKER: DB = BENCH MARK DISK
 BJ1570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1570_STAMPING: W 178 1955
 BJ1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1570
 BJ1570  HISTORY     - Date     Condition        Report By
 BJ1570  HISTORY     - 1955     MONUMENTED       CGS
 BJ1570  HISTORY     - 1971     GOOD             NGS
 BJ1570  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ1570  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1570
 BJ1570                          STATION DESCRIPTION
 BJ1570
 BJ1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BJ1570'1.95 MI S FROM HAMMOND.
 BJ1570'LOCATED ABOUT 1.95 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1570'THE STATION AT HAMMOND, 0.35 MILE SOUTH OF THE CROSSING OF AN
 BJ1570'EAST-WEST BLACK TOP ROAD, IN THE NORTHEAST ANGLE OF THE INTERSECTION
 BJ1570'OF THE RAILROAD TRACKS AND INTERSTATE I-12, 45 FEET EAST OF THE EAST
 BJ1570'RAIL OF THE TRACKS, 4 FOOT SOUTH OF A TELEGRAPH POLE (POLE CUT OFF),
 BJ1570'IN LINE WITH A ROW OF POLES AND 5 FEET BELOW THE LEVEL OF THE TRACKS.
 BJ1570'IT IS A DISK WELDED ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6
 BJ1570'INCHES ABOVE THE LEVEL OF THE GROUND.
 BJ1570
 BJ1570                          STATION RECOVERY (1986)
 BJ1570
 BJ1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1570'NOT RECOVERED.  NO EVIDENCE OF A CUT OFF POLE OR MARK WERE FOUND.  IT
 BJ1570'WAS REPORTED IN GOOD CONDITION BY NGS IN 1971 WHEN W 178 RESET WAS
 BJ1570'ESTABLISHED LEADING ME TO BELIEVE IT WAS DESTROYED WHEN THE SAME
 BJ1570'DESIGNATION WAS RESET.
 BJ1570
 BJ1570                          STATION RECOVERY (1992)
 BJ1570
 BJ1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1570'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1571 ***********************************************************************
 BJ1571  DESIGNATION -  W 178 RESET
 BJ1571  PID         -  BJ1571
 BJ1571  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1571  USGS QUAD   -  PONCHATOULA (1994)
 BJ1571
 BJ1571                         *CURRENT SURVEY CONTROL
 BJ1571  ___________________________________________________________________
 BJ1571* NAD 83(1986)-  30 28 46.     (N)    090 27 11.     (W)     SCALED    
 BJ1571* NAVD 88     -         8.90   (+/-2cm)      29.2    (feet)  VERTCON   
 BJ1571  ___________________________________________________________________
 BJ1571  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ1571
 BJ1571  VERT ORDER  -  THIRD (See Below)
 BJ1571
 BJ1571.The horizontal coordinates were scaled from a topographic map and have
 BJ1571.an estimated accuracy of +/- 6 seconds.
 BJ1571
 BJ1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1571.The vertical order pertains to the NGVD 29 superseded value.
 BJ1571
 BJ1571.The geoid height was determined by GEOID03.
 BJ1571
 BJ1571;                    North         East    Units  Estimated Accuracy
 BJ1571;SPC LA S     -   219,740.    1,084,520.      MT  (+/- 180 meters Scaled)
 BJ1571
 BJ1571                          SUPERSEDED SURVEY CONTROL
 BJ1571
 BJ1571  NGVD 29 (??/??/??)    8.90   (m)           29.2    (f) RESET       3  
 BJ1571
 BJ1571.Superseded values are not recommended for survey control.
 BJ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1571.See file dsdata.txt to determine how the superseded data were derived.
 BJ1571
 BJ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP444746(NAD 83)
 BJ1571_MARKER: DB = BENCH MARK DISK
 BJ1571_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ1571+WITH SETTING: INTO GROUND
 BJ1571_SP_SET: METAL ROD WITH BASE PLATE
 BJ1571_STAMPING: W 178 RESET 1971
 BJ1571_MARK LOGO: NGS   
 BJ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1571+STABILITY: SURFACE MOTION
 BJ1571
 BJ1571  HISTORY     - Date     Condition        Report By
 BJ1571  HISTORY     - 1971     MONUMENTED       NGS
 BJ1571  HISTORY     - 1986     GOOD             NGS
 BJ1571  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1571
 BJ1571                          STATION DESCRIPTION
 BJ1571
 BJ1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BJ1571'1.95 MI S FROM HAMMOND.
 BJ1571'ABOUT 1.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1571'STATION IN HAMMOND, 0.35 MILE SOUTH OF THE CROSSING OF AN EAST-WEST
 BJ1571'ROAD, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF THE RAILROAD AND
 BJ1571'THE INTERSTATE HIGHWAY I-12, 312 FEET NORTH OF THE CENTERLINE OF THE
 BJ1571'RIGHT-OF-WAY OF INTERSTATE HIGHWAY I-12, 43.5 FEET EAST OF THE EAST
 BJ1571'RAIL OF THE TRACKS, 60 FEET WEST OF THE CENTER OF THE BLACK TOP ROAD
 BJ1571'WHICH TERMINATES AT THE INTERSTATE HIGHWAY, 6 FEET SOUTH OF THE 1ST
 BJ1571'TELEGRAPH POLE NORTH OF THE INTERSTATE HIGHWAY AND 1 FOOT SOUTH OF A
 BJ1571'METAL WITNESS POST.  IT IS A DISK CRIMPED ON THE TOP OF A 3.5 FOOT
 BJ1571'SECTION OF 5/8 INCH COPPER WELD ROD FASTENED TO A 10-INCH SQUARE IRON
 BJ1571'PLATE.  A SECTION OF ORANGEBURG PIPE ENCASES THE ROAD, AND PROJECTS
 BJ1571'ABOUT 2 INCHES.
 BJ1571
 BJ1571                          STATION RECOVERY (1986)
 BJ1571
 BJ1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1571'RECOVERED IN GOOD CONDITION.
 BJ1571
 BJ1571                          STATION RECOVERY (1992)
 BJ1571
 BJ1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1571'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1777 ***********************************************************************
 BJ1777  DESIGNATION -  W 179
 BJ1777  PID         -  BJ1777
 BJ1777  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1777  USGS QUAD   -  KENTWOOD (1980)
 BJ1777
 BJ1777                         *CURRENT SURVEY CONTROL
 BJ1777  ___________________________________________________________________
 BJ1777* NAD 83(1986)-  30 52 57.     (N)    090 30 41.     (W)     SCALED    
 BJ1777* NAVD 88     -        55.130  (meters)     180.87   (feet)  ADJUSTED  
 BJ1777  ___________________________________________________________________
 BJ1777  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ1777  DYNAMIC HT  -          55.058 (meters)     180.64  (feet)  COMP
 BJ1777  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 BJ1777
 BJ1777  VERT ORDER  -  FIRST     CLASS I
 BJ1777
 BJ1777.The horizontal coordinates were scaled from a topographic map and have
 BJ1777.an estimated accuracy of +/- 6 seconds.
 BJ1777
 BJ1777.The orthometric height was determined by differential leveling
 BJ1777.and adjusted by the National Geodetic Survey in February 1994..
 BJ1777
 BJ1777.The geoid height was determined by GEOID03.
 BJ1777
 BJ1777.The dynamic height is computed by dividing the NAVD 88
 BJ1777.geopotential number by the normal gravity value computed on the
 BJ1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1777.degrees latitude (g = 980.6199 gals.).
 BJ1777
 BJ1777.The modeled gravity was interpolated from observed gravity values.
 BJ1777
 BJ1777;                    North         East    Units  Estimated Accuracy
 BJ1777;SPC LA S     -   264,380.    1,078,600.      MT  (+/- 180 meters Scaled)
 BJ1777
 BJ1777                          SUPERSEDED SURVEY CONTROL
 BJ1777
 BJ1777  NAVD 88 (06/15/91)   55.164  (m)          180.98   (f) UNKNOWN     1 1
 BJ1777  NGVD 29 (??/??/??)   55.148  (m)          180.93   (f) ADJUSTED    1 1
 BJ1777
 BJ1777.Superseded values are not recommended for survey control.
 BJ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1777.See file dsdata.txt to determine how the superseded data were derived.
 BJ1777
 BJ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ379192(NAD 83)
 BJ1777_MARKER: DB = BENCH MARK DISK
 BJ1777_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ1777_SP_SET: BRIDGE ABUTMENT
 BJ1777_STAMPING: W 179 1959
 BJ1777_MARK LOGO: CGS   
 BJ1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1777+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 BJ1777
 BJ1777  HISTORY     - Date     Condition        Report By
 BJ1777  HISTORY     - 1959     MONUMENTED       CGS
 BJ1777  HISTORY     - 1969     GOOD             CGS
 BJ1777  HISTORY     - 19920630 GOOD             NGS
 BJ1777  HISTORY     - 20060413 GOOD             NGS
 BJ1777
 BJ1777                          STATION DESCRIPTION
 BJ1777
 BJ1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1777'0.55 MI N FROM TANGIPAHOA.
 BJ1777'ABOUT 0.55 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1777'CROSSING OF STATE HIGHWAY 440 AT TANGIPAHOA, 0.2 MILE NORTH OF
 BJ1777'MILEPOST 833, SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE
 BJ1777'ABUTMENT FOR A 312-FOOT LONG BRIDGE OVER A CREEK, 6.8 FEET WEST OF THE
 BJ1777'WEST RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BJ1777
 BJ1777                          STATION RECOVERY (1992)
 BJ1777
 BJ1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1777'6.1 KM (3.80 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1777'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, IN TOP OF AND 0.3 M
 BJ1777'(1.0 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A
 BJ1777'RAILROAD BRIDGE SPANNING BEAVER CREEK, 176.3 M (578.4 FT) SOUTH OF
 BJ1777'THE CENTER OF A ROAD, 37.6 M (123.4 FT) EAST OF THE CENTERLINE OF
 BJ1777'U.S. HIGHWAY 51, 1.2 M (3.9 FT) WEST OF THE NEAR RAIL, AND 0.3 M
 BJ1777'(1.0 FT) BELOW THE LEVEL OF THE TRACK.
 BJ1777
 BJ1777                          STATION RECOVERY (2006)
 BJ1777
 BJ1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ1777'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0060 ***********************************************************************
 BK0060  DESIGNATION -  W 180
 BK0060  PID         -  BK0060
 BK0060  STATE/COUNTY-  LA/EVANGELINE
 BK0060  USGS QUAD   -  MAMOU (1983)
 BK0060
 BK0060                         *CURRENT SURVEY CONTROL
 BK0060  ___________________________________________________________________
 BK0060* NAD 83(1986)-  30 41 18.     (N)    092 27 12.     (W)     SCALED    
 BK0060* NAVD 88     -        19.12   (+/-2cm)      62.7    (feet)  VERTCON   
 BK0060  ___________________________________________________________________
 BK0060  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK0060
 BK0060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0060
 BK0060.The horizontal coordinates were scaled from a topographic map and have
 BK0060.an estimated accuracy of +/- 6 seconds.
 BK0060
 BK0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0060.The vertical order pertains to the NGVD 29 superseded value.
 BK0060
 BK0060.The geoid height was determined by GEOID03.
 BK0060
 BK0060;                    North         East    Units  Estimated Accuracy
 BK0060;SPC LA S     -   243,090.      892,690.      MT  (+/- 180 meters Scaled)
 BK0060
 BK0060                          SUPERSEDED SURVEY CONTROL
 BK0060
 BK0060  NGVD 29 (??/??/??)   19.086  (m)           62.62   (f) ADJUSTED    2 0
 BK0060
 BK0060.Superseded values are not recommended for survey control.
 BK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0060.See file dsdata.txt to determine how the superseded data were derived.
 BK0060
 BK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP523951(NAD 83)
 BK0060_MARKER: DB = BENCH MARK DISK
 BK0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK0060_SP_SET: 84.5 FT.
 BK0060_STAMPING: W 180 1961
 BK0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0060
 BK0060  HISTORY     - Date     Condition        Report By
 BK0060  HISTORY     - 1961     MONUMENTED       CGS
 BK0060
 BK0060                          STATION DESCRIPTION
 BK0060
 BK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0060'3.4 MI NW FROM VIDRINE.
 BK0060'ABOUT 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK0060'BUILDING AT VIDRINE, IN SECTION 24, T 4 S, R 1 W, ON THE OUTSIDE OF A
 BK0060'CURVE IN THE HIGHWAY, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 BK0060'HIGHWAY, 93 FEET WEST OF A LONE 28-INCH OAK TREE IN A FARMYARD, 46
 BK0060'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 9 FEET WEST OF A
 BK0060'CORNER FENCE POST, 1 1/2 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A
 BK0060'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF
 BK0060'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 84 1/2 FEET
 BK0060'AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1168 ***********************************************************************
 BX1168  DESIGNATION -  W 181
 BX1168  PID         -  BX1168
 BX1168  STATE/COUNTY-  LA/RAPIDES
 BX1168  USGS QUAD   -  ELMER (1971)
 BX1168
 BX1168                         *CURRENT SURVEY CONTROL
 BX1168  ___________________________________________________________________
 BX1168* NAD 83(1986)-  31 08 15.     (N)    092 42 08.     (W)     SCALED    
 BX1168* NAVD 88     -        66.37   (+/-2cm)     217.7    (feet)  VERTCON   
 BX1168  ___________________________________________________________________
 BX1168  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BX1168
 BX1168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1168
 BX1168.The horizontal coordinates were scaled from a topographic map and have
 BX1168.an estimated accuracy of +/- 6 seconds.
 BX1168
 BX1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1168.The vertical order pertains to the NGVD 29 superseded value.
 BX1168
 BX1168.The geoid height was determined by GEOID03.
 BX1168
 BX1168;                    North         East    Units  Estimated Accuracy
 BX1168;SPC LA N     -    70,700.      980,720.      MT  (+/- 180 meters Scaled)
 BX1168
 BX1168                          SUPERSEDED SURVEY CONTROL
 BX1168
 BX1168  NGVD 29 (??/??/??)   66.371  (m)          217.75   (f) ADJUSTED    2 0
 BX1168
 BX1168.Superseded values are not recommended for survey control.
 BX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1168.See file dsdata.txt to determine how the superseded data were derived.
 BX1168
 BX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ283448(NAD 83)
 BX1168_MARKER: DB = BENCH MARK DISK
 BX1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1168_SP_SET: STEEL POST
 BX1168_STAMPING: W181 1961
 BX1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1168
 BX1168  HISTORY     - Date     Condition        Report By
 BX1168  HISTORY     - 1961     MONUMENTED       CGS
 BX1168  HISTORY     - 1968     GOOD             LADTD
 BX1168  HISTORY     - 19990424 GOOD             USPSQD
 BX1168
 BX1168                          STATION DESCRIPTION
 BX1168
 BX1168'DESCRIBED BY LA TRANSP AND DEV 1968
 BX1168'1.4 MI W FROM ELMER.
 BX1168'ABOUT 3.55 MILES EAST ALONG LOUISIANA HIGHWAY 112 FROM THE JUNCTION OF
 BX1168'LOUISIANA HIGHWAY 112 AND LOUISIANA HIGHWAY 28 AT HINESTON.  79 FEET
 BX1168'NORTHEAST OF CENTER LINE OF LOUISIANA HIGHWAY 112.  120 FEET NORTHEAST
 BX1168'OF CENTER LINE OF LOUISIANA HIGHWAY 488.  153 FEET EAST OF THE CENTER
 BX1168'OF THE TWO HIGHWAYS.  53.5 FEET NORTHEAST OF A 24 INCH OAK TREE. AND
 BX1168'2.5 FEET SOUTHWEST OF THE CORNER OF A COMBINATION MESH AND BARBED WIRE
 BX1168'FENCE.  A STEEL WITNESS POST IS SET 2 FEET SOUTHEAST OF THE MARK. SEC
 BX1168'20, T 2 N, R 3 W.
 BX1168
 BX1168                          STATION RECOVERY (1999)
 BX1168
 BX1168'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1997 ***********************************************************************
 BK1997  DESIGNATION -  W 182 RESET 1978
 BK1997  PID         -  BK1997
 BK1997  STATE/COUNTY-  LA/EVANGELINE
 BK1997  USGS QUAD   -  VILLE PLATTE (1983)
 BK1997
 BK1997                         *CURRENT SURVEY CONTROL
 BK1997  ___________________________________________________________________
 BK1997* NAD 83(1986)-  30 42 17.     (N)    092 15 37.     (W)     SCALED    
 BK1997* NAVD 88     -        23.40   (+/-2cm)      76.8    (feet)  VERTCON   
 BK1997  ___________________________________________________________________
 BK1997  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK1997
 BK1997  VERT ORDER  -  THIRD (See Below)
 BK1997
 BK1997.The horizontal coordinates were scaled from a topographic map and have
 BK1997.an estimated accuracy of +/- 6 seconds.
 BK1997
 BK1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1997.The vertical order pertains to the NGVD 29 superseded value.
 BK1997
 BK1997.The geoid height was determined by GEOID03.
 BK1997
 BK1997;                    North         East    Units  Estimated Accuracy
 BK1997;SPC LA S     -   244,750.      911,200.      MT  (+/- 180 meters Scaled)
 BK1997
 BK1997                          SUPERSEDED SURVEY CONTROL
 BK1997
 BK1997  NGVD 29 (??/??/??)   23.37   (m)           76.7    (f) RESET       3  
 BK1997
 BK1997.Superseded values are not recommended for survey control.
 BK1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1997.See file dsdata.txt to determine how the superseded data were derived.
 BK1997
 BK1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP708971(NAD 83)
 BK1997_MARKER: DB = BENCH MARK DISK
 BK1997_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BK1997+WITH SETTING: INTO GROUND
 BK1997_STAMPING: W 182 RESET 1978
 BK1997_PROJECTION: FLUSH
 BK1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1997+STABILITY: SURFACE MOTION
 BK1997_ROD/PIPE-DEPTH: 1.22 meters
 BK1997
 BK1997  HISTORY     - Date     Condition        Report By
 BK1997  HISTORY     - 1978     MONUMENTED       NGS
 BK1997
 BK1997                          STATION DESCRIPTION
 BK1997
 BK1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BK1997'3.1 KM (1.9 MI) NORTH FROM VILLE PLATTE.
 BK1997'FROM THE INTERSECTION OF LINCOLN STREET AND STATE HIGHWAY 29 AT THE
 BK1997'NORTHEAST EDGE OF VILLE PLATTE, GO NORTH ON HIGHWAY 29 FOR 1.4 KM
 BK1997'(0.9 MI) TO A FIELD APPROACH, GATE AND BENCH MARK ON THE RIGHT, 15.2
 BK1997'METERS (50.0 FT) EAST OF THE CENTER OF THE HIGHWAY 29, 4.7 METERS
 BK1997'(15.5 FT) NORTH OF THE FIELD APPROACH, 1.2 METERS (4.0 FT) NORTH OF
 BK1997'NORTH END GATE POST, AND 6 INCHES WEST OF THE NORTH-SOUTH FENCE LINE.
 BK1997'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 BK1997'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1740 ***********************************************************************
 BJ1740  DESIGNATION -  W 19
 BJ1740  PID         -  BJ1740
 BJ1740  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1740  USGS QUAD   -  AMITE (1974)
 BJ1740
 BJ1740                         *CURRENT SURVEY CONTROL
 BJ1740  ___________________________________________________________________
 BJ1740* NAD 83(1986)-  30 38 04.     (N)    090 30 01.     (W)     SCALED    
 BJ1740* NAVD 88     -        28.201  (meters)      92.52   (feet)  ADJUSTED  
 BJ1740  ___________________________________________________________________
 BJ1740  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ1740  DYNAMIC HT  -          28.164 (meters)      92.40  (feet)  COMP
 BJ1740  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ1740
 BJ1740  VERT ORDER  -  FIRST     CLASS I
 BJ1740
 BJ1740.The horizontal coordinates were scaled from a topographic map and have
 BJ1740.an estimated accuracy of +/- 6 seconds.
 BJ1740
 BJ1740.The orthometric height was determined by differential leveling
 BJ1740.and adjusted by the National Geodetic Survey in February 1994..
 BJ1740
 BJ1740.The geoid height was determined by GEOID03.
 BJ1740
 BJ1740.The dynamic height is computed by dividing the NAVD 88
 BJ1740.geopotential number by the normal gravity value computed on the
 BJ1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1740.degrees latitude (g = 980.6199 gals.).
 BJ1740
 BJ1740.The modeled gravity was interpolated from observed gravity values.
 BJ1740
 BJ1740;                    North         East    Units  Estimated Accuracy
 BJ1740;SPC LA S     -   236,890.    1,079,860.      MT  (+/- 180 meters Scaled)
 BJ1740
 BJ1740                          SUPERSEDED SURVEY CONTROL
 BJ1740
 BJ1740  NAVD 88 (06/15/91)   28.228  (m)           92.61   (f) UNKNOWN     1 1
 BJ1740  NGVD 29 (??/??/??)   28.210  (m)           92.55   (f) ADJUSTED    1 1
 BJ1740
 BJ1740.Superseded values are not recommended for survey control.
 BJ1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1740.See file dsdata.txt to determine how the superseded data were derived.
 BJ1740
 BJ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP395917(NAD 83)
 BJ1740_MARKER: DB = BENCH MARK DISK
 BJ1740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1740_SP_SET: BUILDING
 BJ1740_STAMPING: W 19 1934 92.848
 BJ1740_MARK LOGO: CGS   
 BJ1740_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1740+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1740
 BJ1740  HISTORY     - Date     Condition        Report By
 BJ1740  HISTORY     - 1934     MONUMENTED       CGS
 BJ1740  HISTORY     - 1969     GOOD             CGS
 BJ1740  HISTORY     - 19920611 GOOD             NGS
 BJ1740
 BJ1740                          STATION DESCRIPTION
 BJ1740
 BJ1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1740'IN INDEPENDENCE.
 BJ1740'AT INDEPENDENCE, ALONG THE ILLINOIS CENTRAL RAILROAD, SET VERTICALLY
 BJ1740'IN THE WEST BRICK FACE OF THE ILLINOIS CENTRAL RAILROAD STATION, 30.5
 BJ1740'FEET NORTH OF THE SOUTHWEST CORNER OF THE STATION, 16.5 FEET EAST OF
 BJ1740'THE EAST RAIL AND 4 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BJ1740
 BJ1740                          STATION RECOVERY (1992)
 BJ1740
 BJ1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1740'IN INDEPENDENCE, SET VERTICALLY IN THE WEST FACE OF THE POLICE STATION
 BJ1740'AT 100 RAILROAD AVENUE (OLD RAILROAD STATION), 23.0 M (75.5 FT) EAST
 BJ1740'OF THE CENTERLINE OF U.S. HIGHWAY 51, 9.3 M (30.5 FT) NORTH-NORTHWEST
 BJ1740'OF THE SOUTHWEST CORNER OF THE BUILDING, 5.1 M (16.7 FT) EAST OF THE
 BJ1740'NEAR RAIL OF THE ILLINOIS CENTRAL RAILROAD, AND 1.4 M (4.6 FT) ABOVE
 BJ1740'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1042 ***********************************************************************
 BJ1042  DESIGNATION -  W 192
 BJ1042  PID         -  BJ1042
 BJ1042  STATE/COUNTY-  LA/IBERVILLE
 BJ1042  USGS QUAD   -  WHITE CASTLE (1992)
 BJ1042
 BJ1042                         *CURRENT SURVEY CONTROL
 BJ1042  ___________________________________________________________________
 BJ1042* NAD 83(1986)-  30 12 24.     (N)    091 08 52.     (W)     SCALED    
 BJ1042* NAVD 88     -         7.353  (meters)      24.12   (feet)  ADJUSTED  
 BJ1042  ___________________________________________________________________
 BJ1042  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ1042  DYNAMIC HT  -           7.343 (meters)      24.09  (feet)  COMP
 BJ1042  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 BJ1042
 BJ1042  VERT ORDER  -  FIRST     CLASS I
 BJ1042
 BJ1042.The horizontal coordinates were scaled from a topographic map and have
 BJ1042.an estimated accuracy of +/- 6 seconds.
 BJ1042
 BJ1042.The orthometric height was determined by differential leveling
 BJ1042.and adjusted by the National Geodetic Survey in February 1994..
 BJ1042
 BJ1042.The geoid height was determined by GEOID03.
 BJ1042
 BJ1042.The dynamic height is computed by dividing the NAVD 88
 BJ1042.geopotential number by the normal gravity value computed on the
 BJ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1042.degrees latitude (g = 980.6199 gals.).
 BJ1042
 BJ1042.The modeled gravity was interpolated from observed gravity values.
 BJ1042
 BJ1042;                    North         East    Units  Estimated Accuracy
 BJ1042;SPC LA S     -   189,190.    1,017,870.      MT  (+/- 180 meters Scaled)
 BJ1042
 BJ1042                          SUPERSEDED SURVEY CONTROL
 BJ1042
 BJ1042  NGVD 29 (??/??/??)    7.425  (m)           24.36   (f) ADJUSTED    1 1
 BJ1042
 BJ1042.Superseded values are not recommended for survey control.
 BJ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1042.See file dsdata.txt to determine how the superseded data were derived.
 BJ1042
 BJ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP782431(NAD 83)
 BJ1042_MARKER: DB = BENCH MARK DISK
 BJ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1042_SP_SET: CONCRETE POST
 BJ1042_STAMPING: W 192 1964
 BJ1042_MARK LOGO: CGS   
 BJ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1042+STABILITY: SURFACE MOTION
 BJ1042
 BJ1042  HISTORY     - Date     Condition        Report By
 BJ1042  HISTORY     - 1964     MONUMENTED       CGS
 BJ1042  HISTORY     - 1976     GOOD             NGS
 BJ1042  HISTORY     - 1986     GOOD             NGS
 BJ1042
 BJ1042                          STATION DESCRIPTION
 BJ1042
 BJ1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1042'5.4 MI SW FROM CARVILLE.
 BJ1042'ABOUT 5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION OF
 BJ1042'STATE HIGHWAY 30 AT CARVILLE, AT A T FENCE CORNER, 26 FEET EAST OF THE
 BJ1042'CENTER LINE OF THE HIGHWAY, 18 FEET NORTHEAST OF A 48-INCH PECAN TREE,
 BJ1042'2.5 FEET SOUTH OF A T FENCE LINE, 110 FEET WEST OF THE NORTHWEST
 BJ1042'CORNER OF A HOUSE PAINTED RED, 67 FEET NORTH OF POWER LINE POLE 47, 1
 BJ1042'1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 BJ1042'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 BJ1042'OF THE GROUND.  NOTE-- THIS MARK MAY BE REACHED BY GOING 1.7 MILES
 BJ1042'SOUTH ALONG STATE HIGHWAY 30 FROM ITS INTERSECTION WITH STATE HIGHWAY
 BJ1042'74 AT ST GABRIEL, THENCE 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 141.
 BJ1042
 BJ1042                          STATION RECOVERY (1976)
 BJ1042
 BJ1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1042'5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION OF
 BJ1042'STATE HIGHWAY 75 AT CARVILLE, AT A T FENCE CORNER, 26 FEET EAST
 BJ1042'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTHEAST OF A 53-INCH
 BJ1042'PECAN TREE, 2.5 FEET SOUTH OF A T FENCE LINE, 110 FEET WEST OF
 BJ1042'THE NORTHWEST CORNER OF A HOUSE PAINTED RED, 67 FEET NORTH OF POWER
 BJ1042'POLE NUMBER 47.
 BJ1042'NOTE-THIS MARK MAY BE REACHED BY GOING 1.7 MILES SOUTH ALONG STATE
 BJ1042'HIGHWAY 75 FROM THE JUNCTION OF STATE HIGHWAY 74 AT ST GABRIEL,
 BJ1042'THENCE 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 141.
 BJ1042
 BJ1042                          STATION RECOVERY (1986)
 BJ1042
 BJ1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0975 ***********************************************************************
 BJ0975  DESIGNATION -  W 197
 BJ0975  PID         -  BJ0975
 BJ0975  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0975  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0975
 BJ0975                         *CURRENT SURVEY CONTROL
 BJ0975  ___________________________________________________________________
 BJ0975* NAD 83(1986)-  30 26 51.     (N)    091 08 16.     (W)     SCALED    
 BJ0975* NAVD 88     -        16.83   (+/-2cm)      55.2    (feet)  VERTCON   
 BJ0975  ___________________________________________________________________
 BJ0975  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0975
 BJ0975  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0975
 BJ0975.The horizontal coordinates were scaled from a topographic map and have
 BJ0975.an estimated accuracy of +/- 6 seconds.
 BJ0975
 BJ0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0975.The vertical order pertains to the NGVD 29 superseded value.
 BJ0975
 BJ0975.The geoid height was determined by GEOID03.
 BJ0975
 BJ0975;                    North         East    Units  Estimated Accuracy
 BJ0975;SPC LA S     -   215,890.    1,018,780.      MT  (+/- 180 meters Scaled)
 BJ0975
 BJ0975                          SUPERSEDED SURVEY CONTROL
 BJ0975
 BJ0975  NGVD 29 (??/??/??)   16.843  (m)           55.26   (f) ADJUSTED    1 1
 BJ0975
 BJ0975.Superseded values are not recommended for survey control.
 BJ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0975.See file dsdata.txt to determine how the superseded data were derived.
 BJ0975
 BJ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP788698(NAD 83)
 BJ0975_MARKER: DB = BENCH MARK DISK
 BJ0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0975_SP_SET: CONCRETE BASE
 BJ0975_STAMPING: W 197 1964
 BJ0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0975
 BJ0975  HISTORY     - Date     Condition        Report By
 BJ0975  HISTORY     - 1964     MONUMENTED       CGS
 BJ0975  HISTORY     - 1976     GOOD             NGS
 BJ0975  HISTORY     - 1987     GOOD             USPSQD
 BJ0975
 BJ0975                          STATION DESCRIPTION
 BJ0975
 BJ0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0975'IN BATON ROUGE.
 BJ0975'AT BATON ROUGE, ALONG FOSTER DRIVE, ABOUT 0.15 MILE NORTH ALONG FOSTER
 BJ0975'DRIVE FROM ITS INTERSECTION WITH GOVERNMENT STREET, AT THE LOUISIANA
 BJ0975'STATE POLICE RADIO TOWER, 67 FEET NORTH OF THE CENTER LINE OF
 BJ0975'DRIVEWAY, 30 FEET WEST OF THE NORTHWEST CORNER OF A REPAIRSHOP, SET ON
 BJ0975'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE SUPPORTING THE
 BJ0975'NORTHWEST LEG OF A 4-LEGGED STEEL TOWER FOR THE STATE POLICE WHICH IS
 BJ0975'250-FEET-HIGH.
 BJ0975
 BJ0975                          STATION RECOVERY (1976)
 BJ0975
 BJ0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0975'2.85 MILE EAST ALONG GOVERNMENT STREET FROM ITS INTERSECTION WITH
 BJ0975'SAINT LOUIS STREET, THENCE 0.15 MILE NORTH ALONG FOSTER DRIVE AT THE
 BJ0975'LOUISIANA STATE POLICE RADIO TOWER, 67 FT NORTH OF THE CENTER LINE OF
 BJ0975'THE DRIVEWAY, 33 FT WEST OF WEST SIDE OF RADIO MAINTENANCE SHOP, SET
 BJ0975'IN TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE SUPPORTING THE
 BJ0975'NORTHWEST LEG OF TOWER, TOWER IS 250 FT HIGH.
 BJ0975
 BJ0975                          STATION RECOVERY (1987)
 BJ0975
 BJ0975'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 BJ0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2783 ***********************************************************************
 BJ2783  DESIGNATION -  W 201
 BJ2783  PID         -  BJ2783
 BJ2783  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2783  USGS QUAD   -  LOTTIE (1994)
 BJ2783
 BJ2783                         *CURRENT SURVEY CONTROL
 BJ2783  ___________________________________________________________________
 BJ2783* NAD 83(1986)-  30 30 56.     (N)    091 43 07.     (W)     SCALED    
 BJ2783* NAVD 88     -         7.81   (+/-2cm)      25.6    (feet)  VERTCON   
 BJ2783  ___________________________________________________________________
 BJ2783  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2783
 BJ2783  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2783
 BJ2783.The horizontal coordinates were scaled from a topographic map and have
 BJ2783.an estimated accuracy of +/- 6 seconds.
 BJ2783
 BJ2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2783.The vertical order pertains to the NGVD 29 superseded value.
 BJ2783
 BJ2783.The geoid height was determined by GEOID03.
 BJ2783
 BJ2783;                    North         East    Units  Estimated Accuracy
 BJ2783;SPC LA S     -   223,480.      963,020.      MT  (+/- 180 meters Scaled)
 BJ2783
 BJ2783                          SUPERSEDED SURVEY CONTROL
 BJ2783
 BJ2783  NGVD 29 (??/??/??)    7.827  (m)           25.68   (f) ADJUSTED    1 2
 BJ2783
 BJ2783.Superseded values are not recommended for survey control.
 BJ2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2783.See file dsdata.txt to determine how the superseded data were derived.
 BJ2783
 BJ2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP229766(NAD 83)
 BJ2783_MARKER: DB = BENCH MARK DISK
 BJ2783_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2783_SP_SET: 80 FEET
 BJ2783_STAMPING: W 201 1964
 BJ2783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2783
 BJ2783  HISTORY     - Date     Condition        Report By
 BJ2783  HISTORY     - 1964     MONUMENTED       CGS
 BJ2783  HISTORY     - 1965     GOOD             CGS
 BJ2783
 BJ2783                          STATION DESCRIPTION
 BJ2783
 BJ2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2783'3.5 MI SE FROM KROTZ SPRINGS.
 BJ2783'ABOUT 1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2783'STATION AT KROTZ SPRINGS, THENCE 2.4 MILES SOUTHEAST ALONG STATE ROAD
 BJ2783'975, AT THE SETTLEMENT OF SHERBURNE, 37 FEET SOUTHWEST OF THE
 BJ2783'SOUTHWEST CORNER OF JIMS BOAT LANDING STORE, 20 FEET EAST OF THE
 BJ2783'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A POWER POLE, ABOUT LEVEL
 BJ2783'WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BJ2783'DRIVEN TO A DEPTH OF 80 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 BJ2783'WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0742 ***********************************************************************
 BJ0742  DESIGNATION -  W 204
 BJ0742  PID         -  BJ0742
 BJ0742  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0742  USGS QUAD   -  ERWINVILLE (1980)
 BJ0742
 BJ0742                         *CURRENT SURVEY CONTROL
 BJ0742  ___________________________________________________________________
 BJ0742* NAD 83(1986)-  30 33 11.     (N)    091 28 33.     (W)     SCALED    
 BJ0742* NAVD 88     -         5.204  (meters)      17.07   (feet)  ADJUSTED  
 BJ0742  ___________________________________________________________________
 BJ0742  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ0742  DYNAMIC HT  -           5.198 (meters)      17.05  (feet)  COMP
 BJ0742  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ0742
 BJ0742  VERT ORDER  -  FIRST     CLASS I
 BJ0742
 BJ0742.The horizontal coordinates were scaled from a topographic map and have
 BJ0742.an estimated accuracy of +/- 6 seconds.
 BJ0742
 BJ0742.The orthometric height was determined by differential leveling
 BJ0742.and adjusted by the National Geodetic Survey in February 1994..
 BJ0742
 BJ0742.The geoid height was determined by GEOID03.
 BJ0742
 BJ0742.The dynamic height is computed by dividing the NAVD 88
 BJ0742.geopotential number by the normal gravity value computed on the
 BJ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0742.degrees latitude (g = 980.6199 gals.).
 BJ0742
 BJ0742.The modeled gravity was interpolated from observed gravity values.
 BJ0742
 BJ0742;                    North         East    Units  Estimated Accuracy
 BJ0742;SPC LA S     -   227,580.      986,330.      MT  (+/- 180 meters Scaled)
 BJ0742
 BJ0742                          SUPERSEDED SURVEY CONTROL
 BJ0742
 BJ0742  NAVD 88 (06/15/91)    5.233  (m)           17.17   (f) UNKNOWN     1 1
 BJ0742  NGVD 29 (??/??/??)    5.194  (m)           17.04   (f) ADJUSTED    1 1
 BJ0742
 BJ0742.Superseded values are not recommended for survey control.
 BJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0742.See file dsdata.txt to determine how the superseded data were derived.
 BJ0742
 BJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP461810(NAD 83)
 BJ0742_MARKER: DB = BENCH MARK DISK
 BJ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0742_SP_SET: CONCRETE POST
 BJ0742_STAMPING: W 204 1964
 BJ0742_MARK LOGO: CGS   
 BJ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0742+STABILITY: SURFACE MOTION
 BJ0742
 BJ0742  HISTORY     - Date     Condition        Report By
 BJ0742  HISTORY     - 1964     MONUMENTED       CGS
 BJ0742  HISTORY     - 1976     GOOD             NGS
 BJ0742  HISTORY     - 1986     GOOD             NGS
 BJ0742
 BJ0742                          STATION DESCRIPTION
 BJ0742
 BJ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0742'4.4 MI W FROM ERWINVILLE.
 BJ0742'ABOUT 4.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0742'STATION AT ERWINVILLE, IN S 17, T 6 S, R 10 E, OR ABOUT 5.0 MILES EAST
 BJ0742'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE EAST END OF THE RAILROAD
 BJ0742'TRESTLE OVER BAYOU GROSSE TETE AT LIVONIA, 300 FEET NORTH AND ACROSS
 BJ0742'U.S. HIGHWAY 190 FROM THE NORTH RAIL, 156 FEET NORTH OF THE CENTER
 BJ0742'LINE OF THE NORTH TRAFFIC LANE OF THE HIGHWAY, 59 FEET SOUTHWEST OF
 BJ0742'THE SOUTHWEST CORNER OF PROPERTY BELONGING TO MR. S.A. NICOSIA, 32
 BJ0742'FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 9 FEET NORTH OF A 20-INCH
 BJ0742'OAK TREE, 18 1/2 FEET NORTH OF A FENCE CORNER, 0.8 FOOT EAST OF A
 BJ0742'FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 BJ0742'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BJ0742'5 INCHES.
 BJ0742
 BJ0742                          STATION RECOVERY (1976)
 BJ0742
 BJ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0742'4.3 MILES NORTHWEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BJ0742'STATE HIGHWAY 413, 5.0 MILES EAST OF LIVONIA, 0.35 MILE EAST OF THE
 BJ0742'JUNCTION OF A NORTH-SOUTH ROAD. AT THE JUNCTION OF A DRIVEWAY
 BJ0742'LEADING NORTH TO A BRICK RESIDENCE, 155 FT. NORTH OF THE CENTER LINE
 BJ0742'OF THE NORTH LANES OF THE HIGHWAY, 16.5 FT. WEST OF THE WEST EDGE
 BJ0742'OF THE CONCRETE DRIVEWAY, 70.5 FT. NORTHWEST OF POWER LINE POLE
 BJ0742'NUMBER 61 WITH A TRANSFORMER, 20.0 FT NORTHEAST OF THE NORTHEAST
 BJ0742'CORNER OF A WATER METER BOX, 9 FT. NORTH OF A 24-INCH OAK TREE, 21.5
 BJ0742'FT. WEST OF THE EXTENDED LINE OF THE WEST BRICK WALL OF A GARAGE.
 BJ0742
 BJ0742                          STATION RECOVERY (1986)
 BJ0742
 BJ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0332 ***********************************************************************
 BJ0332  DESIGNATION -  W 205
 BJ0332  PID         -  BJ0332
 BJ0332  STATE/COUNTY-  LA/ST LANDRY
 BJ0332  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0332
 BJ0332                         *CURRENT SURVEY CONTROL
 BJ0332  ___________________________________________________________________
 BJ0332* NAD 83(1986)-  30 32 45.     (N)    091 51 34.     (W)     SCALED    
 BJ0332* NAVD 88     -        13.848  (meters)      45.43   (feet)  ADJUSTED  
 BJ0332  ___________________________________________________________________
 BJ0332  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0332  DYNAMIC HT  -          13.830 (meters)      45.37  (feet)  COMP
 BJ0332  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BJ0332
 BJ0332  VERT ORDER  -  FIRST     CLASS I
 BJ0332
 BJ0332.The horizontal coordinates were scaled from a topographic map and have
 BJ0332.an estimated accuracy of +/- 6 seconds.
 BJ0332
 BJ0332.The orthometric height was determined by differential leveling
 BJ0332.and adjusted by the National Geodetic Survey in February 1994..
 BJ0332
 BJ0332.The geoid height was determined by GEOID03.
 BJ0332
 BJ0332.The dynamic height is computed by dividing the NAVD 88
 BJ0332.geopotential number by the normal gravity value computed on the
 BJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0332.degrees latitude (g = 980.6199 gals.).
 BJ0332
 BJ0332.The modeled gravity was interpolated from observed gravity values.
 BJ0332
 BJ0332;                    North         East    Units  Estimated Accuracy
 BJ0332;SPC LA S     -   226,890.      949,520.      MT  (+/- 180 meters Scaled)
 BJ0332
 BJ0332                          SUPERSEDED SURVEY CONTROL
 BJ0332
 BJ0332  NAVD 88 (06/15/91)   13.894  (m)           45.58   (f) UNKNOWN     1 1
 BJ0332  NGVD 29 (??/??/??)   13.866  (m)           45.49   (f) ADJUSTED    1 1
 BJ0332
 BJ0332.Superseded values are not recommended for survey control.
 BJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0332.See file dsdata.txt to determine how the superseded data were derived.
 BJ0332
 BJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP094798(NAD 83)
 BJ0332_MARKER: DB = BENCH MARK DISK
 BJ0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0332_SP_SET: ABUTMENT
 BJ0332_STAMPING: W 205 1964
 BJ0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0332
 BJ0332  HISTORY     - Date     Condition        Report By
 BJ0332  HISTORY     - 1964     MONUMENTED       CGS
 BJ0332  HISTORY     - 1976     GOOD             NGS
 BJ0332
 BJ0332                          STATION DESCRIPTION
 BJ0332
 BJ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0332'6.05 MI W FROM KROTZ SPRINGS.
 BJ0332'ABOUT 6.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0332'STATION AT KROTZ SPRINGS, 4 POLES WEST OF MILEPOST 604, SET IN THE TOP
 BJ0332'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A LONG CONCRETE
 BJ0332'BRIDGE, 5.4 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2 FOOT BELOW THE
 BJ0332'LEVEL OF THE TRACK.
 BJ0332
 BJ0332                          STATION RECOVERY (1976)
 BJ0332
 BJ0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0332'6.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0332'OFFICE AT KROTZ SPRINGS, 4 POLES WEST OF MILEPOST 604, SET IN TOP OF
 BJ0332'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE RAILROAD
 BJ0332'BRIDGE, 5.6 FT NORTH OF NORTH RAIL, 2 POLES EAST OF MILEPOST 603-20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0081 ***********************************************************************
 BJ0081  DESIGNATION -  W 206
 BJ0081  PID         -  BJ0081
 BJ0081  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0081  USGS QUAD   -  PORT HUDSON (1994)
 BJ0081
 BJ0081                         *CURRENT SURVEY CONTROL
 BJ0081  ___________________________________________________________________
 BJ0081* NAD 83(1986)-  30 38 36.     (N)    091 19 22.     (W)     SCALED    
 BJ0081* NAVD 88     -         9.917  (meters)      32.54   (feet)  ADJUSTED  
 BJ0081  ___________________________________________________________________
 BJ0081  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0081  DYNAMIC HT  -           9.904 (meters)      32.49  (feet)  COMP
 BJ0081  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 BJ0081
 BJ0081  VERT ORDER  -  FIRST     CLASS I
 BJ0081
 BJ0081.The horizontal coordinates were scaled from a topographic map and have
 BJ0081.an estimated accuracy of +/- 6 seconds.
 BJ0081
 BJ0081.The orthometric height was determined by differential leveling
 BJ0081.and adjusted by the National Geodetic Survey in February 1994..
 BJ0081
 BJ0081.The geoid height was determined by GEOID03.
 BJ0081
 BJ0081.The dynamic height is computed by dividing the NAVD 88
 BJ0081.geopotential number by the normal gravity value computed on the
 BJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0081.degrees latitude (g = 980.6199 gals.).
 BJ0081
 BJ0081.The modeled gravity was interpolated from observed gravity values.
 BJ0081
 BJ0081;                    North         East    Units  Estimated Accuracy
 BJ0081;SPC LA S     -   237,580.    1,001,010.      MT  (+/- 180 meters Scaled)
 BJ0081
 BJ0081                          SUPERSEDED SURVEY CONTROL
 BJ0081
 BJ0081  NAVD 88 (06/15/91)    9.948  (m)           32.64   (f) UNKNOWN     1 1
 BJ0081  NGVD 29 (??/??/??)    9.907  (m)           32.50   (f) ADJUSTED    1 1
 BJ0081
 BJ0081.Superseded values are not recommended for survey control.
 BJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0081.See file dsdata.txt to determine how the superseded data were derived.
 BJ0081
 BJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP607912(NAD 83)
 BJ0081_MARKER: DB = BENCH MARK DISK
 BJ0081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0081_SP_SET: 112 FT.
 BJ0081_STAMPING: W 206 1964
 BJ0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0081
 BJ0081  HISTORY     - Date     Condition        Report By
 BJ0081  HISTORY     - 1964     MONUMENTED       CGS
 BJ0081  HISTORY     - 1976     GOOD             NGS
 BJ0081
 BJ0081                          STATION DESCRIPTION
 BJ0081
 BJ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0081'9.0 MI NW FROM DEVALL.
 BJ0081'ABOUT 9.0 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0081'SCHOOL AT DEVALL, ACROSS THE ROAD FROM A GATE AT AN ENTRANCE TO A
 BJ0081'FIELD, NEAR THE SOUTHEAST END OF A CURVE IN THE ROAD, 45 FEET
 BJ0081'NORTHEAST OF THE CENTER LINE OF THE ROAD, 151 FEET SOUTHWEST OF THE
 BJ0081'CENTER LINE OF A DIRT LEVEE, 22 1/2 FEET NORTHWEST OF A CONCRETE
 BJ0081'RIGHT-OF-WAY MARKER, 2 FEET NORTHEAST OF A FENCE, 2.0 FEET NORTHEAST
 BJ0081'OF A WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, A
 BJ0081'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BJ0081'DEPTH OF 112 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS
 BJ0081'4 INCHES.
 BJ0081
 BJ0081                          STATION RECOVERY (1976)
 BJ0081
 BJ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0081'9.05 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0081'ELEMENTARY SCHOOL AT DEVALL, AT THE JUNCTION OF A FIELD END ROAD
 BJ0081'LEADING SOUTHWEST, 46.5 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0081'HIGHWAY, 10 FT SOUTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD,
 BJ0081'24.5 FT NORTHWEST OF CONCRETE HIGHWAY RAIL OF WEST MARKER POST,
 BJ0081'181 FT NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 46
 BJ0081'WITH GUY WIRE, 2.0 FT NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0057 ***********************************************************************
 BJ0057  DESIGNATION -  W 207
 BJ0057  PID         -  BJ0057
 BJ0057  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0057  USGS QUAD   -  NEW ROADS (1994)
 BJ0057
 BJ0057                         *CURRENT SURVEY CONTROL
 BJ0057  ___________________________________________________________________
 BJ0057* NAD 83(1986)-  30 43 47.     (N)    091 29 00.     (W)     SCALED    
 BJ0057* NAVD 88     -        12.167  (meters)      39.92   (feet)  ADJUSTED  
 BJ0057  ___________________________________________________________________
 BJ0057  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0057  DYNAMIC HT  -          12.151 (meters)      39.87  (feet)  COMP
 BJ0057  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 BJ0057
 BJ0057  VERT ORDER  -  FIRST     CLASS I
 BJ0057
 BJ0057.The horizontal coordinates were scaled from a topographic map and have
 BJ0057.an estimated accuracy of +/- 6 seconds.
 BJ0057
 BJ0057.The orthometric height was determined by differential leveling
 BJ0057.and adjusted by the National Geodetic Survey in February 1994..
 BJ0057
 BJ0057.The geoid height was determined by GEOID03.
 BJ0057
 BJ0057.The dynamic height is computed by dividing the NAVD 88
 BJ0057.geopotential number by the normal gravity value computed on the
 BJ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0057.degrees latitude (g = 980.6199 gals.).
 BJ0057
 BJ0057.The modeled gravity was interpolated from observed gravity values.
 BJ0057
 BJ0057;                    North         East    Units  Estimated Accuracy
 BJ0057;SPC LA S     -   247,170.      985,630.      MT  (+/- 180 meters Scaled)
 BJ0057
 BJ0057                          SUPERSEDED SURVEY CONTROL
 BJ0057
 BJ0057  NAVD 88 (06/15/91)   12.199  (m)           40.02   (f) UNKNOWN     1 1
 BJ0057  NGVD 29 (??/??/??)   12.154  (m)           39.88   (f) ADJUSTED    1 1
 BJ0057
 BJ0057.Superseded values are not recommended for survey control.
 BJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0057.See file dsdata.txt to determine how the superseded data were derived.
 BJ0057
 BJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ452006(NAD 83)
 BJ0057_MARKER: DB = BENCH MARK DISK
 BJ0057_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0057_SP_SET: 88 FT.
 BJ0057_STAMPING: W 207 1964
 BJ0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0057
 BJ0057  HISTORY     - Date     Condition        Report By
 BJ0057  HISTORY     - 1964     MONUMENTED       CGS
 BJ0057  HISTORY     - 1976     GOOD             NGS
 BJ0057
 BJ0057                          STATION DESCRIPTION
 BJ0057
 BJ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0057'5.8 MI NW FROM NEW ROADS.
 BJ0057'ABOUT 2.5 MILES NORTH ALONG STATE ROAD 10 FROM THE TEXAS AND PACIFIC
 BJ0057'RAILROAD STATION AT NEW ROADS, THENCE 3.3 MILES WEST ALONG STATE ROAD
 BJ0057'420, 32 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 127 FEET
 BJ0057'NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORIED HOUSE, 114 FEET
 BJ0057'SOUTH OF THE CENTER LINE OF A LEVEE, 109 FEET SOUTH OF THE SOUTHEAST
 BJ0057'CORNER OF A CATTLE GUARD ON THE TOP OF THE LEVEE, 1 1/2 FEET NORTHEAST
 BJ0057'OF A CORNER FENCE POST AT A T-JUNCTION OF FENCES, 1 FOOT NORTH OF A
 BJ0057'FENCE, 1 FOOT EAST OF A FENCE, 1.3 FEET NORTHEAST OF A WOODEN WITNESS
 BJ0057'POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 BJ0057'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED
 BJ0057'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 BJ0057
 BJ0057                          STATION RECOVERY (1976)
 BJ0057
 BJ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0057'3.3 MILES WEST ALONG STATE HIGHWAY 420 FROM THE JUNCTION OF STATE
 BJ0057'HIGHWAYS 10 AND 420, 128 FT NORTHWEST OF THE NORTHWEST CORNER OF AN
 BJ0057'AN TWO STORY HOUSE, 33 FT NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BJ0057'1 FT NORTH OF A FENCE, 1 FT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0823 ***********************************************************************
 BJ0823  DESIGNATION -  W 208
 BJ0823  PID         -  BJ0823
 BJ0823  STATE/COUNTY-  LA/IBERVILLE
 BJ0823  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0823
 BJ0823                         *CURRENT SURVEY CONTROL
 BJ0823  ___________________________________________________________________
 BJ0823* NAD 83(1986)-  30 11 07.     (N)    091 18 59.     (W)     SCALED    
 BJ0823* NAVD 88     -         2.040  (meters)       6.69   (feet)  ADJUSTED  
 BJ0823  ___________________________________________________________________
 BJ0823  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ0823  DYNAMIC HT  -           2.038 (meters)       6.69  (feet)  COMP
 BJ0823  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 BJ0823
 BJ0823  VERT ORDER  -  FIRST     CLASS I
 BJ0823
 BJ0823.The horizontal coordinates were scaled from a topographic map and have
 BJ0823.an estimated accuracy of +/- 6 seconds.
 BJ0823
 BJ0823.The orthometric height was determined by differential leveling
 BJ0823.and adjusted by the National Geodetic Survey in February 1994..
 BJ0823
 BJ0823.The geoid height was determined by GEOID03.
 BJ0823
 BJ0823.The dynamic height is computed by dividing the NAVD 88
 BJ0823.geopotential number by the normal gravity value computed on the
 BJ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0823.degrees latitude (g = 980.6199 gals.).
 BJ0823
 BJ0823.The modeled gravity was interpolated from observed gravity values.
 BJ0823
 BJ0823;                    North         East    Units  Estimated Accuracy
 BJ0823;SPC LA S     -   186,800.    1,001,630.      MT  (+/- 180 meters Scaled)
 BJ0823
 BJ0823                          SUPERSEDED SURVEY CONTROL
 BJ0823
 BJ0823  NGVD 29 (??/??/??)    2.068  (m)            6.78   (f) ADJUSTED    1 1
 BJ0823
 BJ0823.Superseded values are not recommended for survey control.
 BJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0823.See file dsdata.txt to determine how the superseded data were derived.
 BJ0823
 BJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP620405(NAD 83)
 BJ0823_MARKER: DB = BENCH MARK DISK
 BJ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0823_STAMPING: W 208 1964
 BJ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0823+STABILITY: SURFACE MOTION
 BJ0823
 BJ0823  HISTORY     - Date     Condition        Report By
 BJ0823  HISTORY     - 1964     MONUMENTED       CGS
 BJ0823  HISTORY     - 1965     GOOD             CGS
 BJ0823  HISTORY     - 1976     GOOD             NGS
 BJ0823  HISTORY     - 1980     GOOD             LADTD
 BJ0823
 BJ0823                          STATION DESCRIPTION
 BJ0823
 BJ0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0823'2.45 MI N FROM BAYOU SORREL.
 BJ0823'ABOUT 2.45 MILES NORTH ALONG STATE ROAD 75 FROM THE FERRY LANDING AT
 BJ0823'BAYOU SORREL, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 16 FEET
 BJ0823'NORTH OF THE CENTER LINE OF A DRIVEWAY INTO A PASTURE, 2.5 FEET WEST
 BJ0823'OF A FENCE, 2.4 FEET WEST OF A CREOSOTED WITNESS POST, ABOUT 3 FEET
 BJ0823'BELOW THE LEVEL OF THE ROAD, A DISK SET IN THE TOP OF A CONCRETE POST
 BJ0823'PROJECTING 4 INCHES.
 BJ0823
 BJ0823                          STATION RECOVERY (1976)
 BJ0823
 BJ0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0823'3.0 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE GRAND RIVER BRIDGE,
 BJ0823'0.05 MILE SOUTH OF THE JUNCTION OF A DRIVEWAY LEADING EAST TO A HOUSE,
 BJ0823'43 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 14 FT NORTH OF THE
 BJ0823'CENTER LINE OF AN OLD FIELD ENTRANCE ROAD, 68 FT SOUTH OF A TELEPHONE
 BJ0823'CABLE SPLICE BOX, 100 FT SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 BJ0823'TELEPHONE POLE NUMBER 273 WITH 2 GUY WIRES, 3 FT SOUTHWEST OF THE
 BJ0823'NORTH END OF A 12-INCH IRON PIPE CULVERT, 2.5 FT WEST OF A FENCE,
 BJ0823'2.4 FT WEST OF WOODEN POST WITH SIGN.
 BJ0823
 BJ0823                          STATION RECOVERY (1980)
 BJ0823
 BJ0823'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2612 ***********************************************************************
 BJ2612  DESIGNATION -  W 209
 BJ2612  PID         -  BJ2612
 BJ2612  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2612  USGS QUAD   -  INNIS (1994)
 BJ2612
 BJ2612                         *CURRENT SURVEY CONTROL
 BJ2612  ___________________________________________________________________
 BJ2612* NAD 83(1986)-  30 58 48.     (N)    091 37 56.     (W)     SCALED    
 BJ2612* NAVD 88     -        15.78   (+/-2cm)      51.8    (feet)  VERTCON   
 BJ2612  ___________________________________________________________________
 BJ2612  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2612
 BJ2612  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2612
 BJ2612.The horizontal coordinates were scaled from a topographic map and have
 BJ2612.an estimated accuracy of +/- 6 seconds.
 BJ2612
 BJ2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2612.The vertical order pertains to the NGVD 29 superseded value.
 BJ2612
 BJ2612.The geoid height was determined by GEOID03.
 BJ2612
 BJ2612;                    North         East    Units  Estimated Accuracy
 BJ2612;SPC LA S     -   274,940.      971,450.      MT  (+/- 180 meters Scaled)
 BJ2612
 BJ2612                          SUPERSEDED SURVEY CONTROL
 BJ2612
 BJ2612  NGVD 29 (??/??/??)   15.757  (m)           51.70   (f) ADJUSTED    1 2
 BJ2612
 BJ2612.Superseded values are not recommended for survey control.
 BJ2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2612.See file dsdata.txt to determine how the superseded data were derived.
 BJ2612
 BJ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ306281(NAD 83)
 BJ2612_MARKER: DB = BENCH MARK DISK
 BJ2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2612_STAMPING: W 209 1964
 BJ2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2612+STABILITY: SURFACE MOTION
 BJ2612
 BJ2612  HISTORY     - Date     Condition        Report By
 BJ2612  HISTORY     - 1964     MONUMENTED       CGS
 BJ2612
 BJ2612                          STATION DESCRIPTION
 BJ2612
 BJ2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2612'7.95 MI NW FROM ANGOLA.
 BJ2612'ABOUT 4.3 MILES SOUTHWEST ALONG THE LEVEE ROAD FROM THE HOSPITAL AT
 BJ2612'THE MAIN ENTRANCE TO THE ANGOLA STATE PRISON, THENCE 3.65 MILES NORTH
 BJ2612'ALONG A GRAVELED ROAD, ABOUT 0.9 MILE NORTHEAST OF SOME STOCK PENS AND
 BJ2612'A COOK SHACK AT WHAT WAS FORMERLY CAMP G FOR THE PRISON, 62 FEET
 BJ2612'SOUTHEAST OF THE CENTER LINE OF THE LEVEE, 21 FEET NORTHWEST OF THE
 BJ2612'CENTER LINE OF A GRAVELED ROAD, 21 FEET NORTHEAST OF THE EXTENDED
 BJ2612'CENTER LINE OF A FIELD ROAD, 1 1/2 FEET NORTHWEST OF A FENCE, 8.0 FEET
 BJ2612'SOUTHWEST OF A FENCE POST BEARING A WITNESS SHIELD, ABOUT 2 FEET ABOVE
 BJ2612'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ2612'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0947 ***********************************************************************
 BJ0947  DESIGNATION -  W 21
 BJ0947  PID         -  BJ0947
 BJ0947  STATE/COUNTY-  LA/LIVINGSTON
 BJ0947  USGS QUAD   -  HOLDEN (1974)
 BJ0947
 BJ0947                         *CURRENT SURVEY CONTROL
 BJ0947  ___________________________________________________________________
 BJ0947* NAD 83(1986)-  30 30 15.     (N)    090 40 30.     (W)     SCALED    
 BJ0947* NAVD 88     -        11.65   (+/-2cm)      38.2    (feet)  VERTCON   
 BJ0947  ___________________________________________________________________
 BJ0947  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ0947
 BJ0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0947
 BJ0947.The horizontal coordinates were scaled from a topographic map and have
 BJ0947.an estimated accuracy of +/- 6 seconds.
 BJ0947
 BJ0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0947.The vertical order pertains to the NGVD 29 superseded value.
 BJ0947
 BJ0947.The geoid height was determined by GEOID03.
 BJ0947
 BJ0947;                    North         East    Units  Estimated Accuracy
 BJ0947;SPC LA S     -   222,340.    1,063,190.      MT  (+/- 180 meters Scaled)
 BJ0947
 BJ0947                          SUPERSEDED SURVEY CONTROL
 BJ0947
 BJ0947  NGVD 29 (??/??/??)   11.670  (m)           38.29   (f) ADJUSTED    2 0
 BJ0947
 BJ0947.Superseded values are not recommended for survey control.
 BJ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0947.See file dsdata.txt to determine how the superseded data were derived.
 BJ0947
 BJ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP231769(NAD 83)
 BJ0947_MARKER: DB = BENCH MARK DISK
 BJ0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0947_SP_SET: ABUTMENT
 BJ0947_STAMPING: W 21 1934 38.691
 BJ0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0947
 BJ0947  HISTORY     - Date     Condition        Report By
 BJ0947  HISTORY     - 1934     MONUMENTED       CGS
 BJ0947  HISTORY     - 1954     GOOD             CGS
 BJ0947  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0947
 BJ0947                          STATION DESCRIPTION
 BJ0947
 BJ0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ0947'0.3 MI W FROM HOLDEN.
 BJ0947'LOCATED 0.3 MILE WEST OF THE STATION IN HOLDEN, ALONG THE ILLINOIS
 BJ0947'CENTRAL RAILROAD AND U.S. HIGHWAY 190, IN THE NORTHEAST CORNER OF THE
 BJ0947'FIRST CONCRETE BRIDGE WEST OF THE RAILROAD STATION, 58 FEET SOUTH OF
 BJ0947'THE SOUTH RAIL OF THE TRACKS AND 6 POLES WEST OF MILEPOST BR 31.  IT
 BJ0947'IS A STANDARD DISK SET IN THE NORTHWEST CORNER OF THE EAST ABUTMENT
 BJ0947'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
 BJ0947
 BJ0947                          STATION RECOVERY (1976)
 BJ0947
 BJ0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0947'NOTE-THE BRIDGE WAS REPLACED IN 1956.  THIS MARK SHOULD BE CONSIDERED
 BJ0947'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0347 ***********************************************************************
 AV0347  DESIGNATION -  W 211
 AV0347  PID         -  AV0347
 AV0347  STATE/COUNTY-  LA/CAMERON
 AV0347  USGS QUAD   -  HOLLY BEACH (1982)
 AV0347
 AV0347                         *CURRENT SURVEY CONTROL
 AV0347  ___________________________________________________________________
 AV0347* NAD 83(1992)-  29 52 22.24978(N)    093 26 28.31869(W)     ADJUSTED  
 AV0347* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0347  **This station is located in a subsidence area (see below).
 AV0347  ___________________________________________________________________
 AV0347  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AV0347  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AV0347  DYNAMIC HT  -           0.7   (meters)       2.    (feet)  COMP
 AV0347  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 AV0347
 AV0347  HORZ ORDER  -  THIRD
 AV0347  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0347
 AV0347.The horizontal coordinates were established by classical geodetic methods
 AV0347.and adjusted by the National Geodetic Survey in January 1993..
 AV0347.No horizontal observational check was made to the station.
 AV0347
 AV0347 ** The orthometric height has not been validated since last determined
 AV0347 ** by differential leveling and should not be used for control purposes.
 AV0347 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0347 ** area with valid NAVD 88 orthometric heights.
 AV0347 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0347 ** epoch indicated which incorporates improved geoid heights for the
 AV0347 ** Southern Louisiana Subsidence area.
 AV0347 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0347.The orthometric height was scaled from a topographic map.
 AV0347.The vertical order pertains to the NGVD 29 superseded value.
 AV0347
 AV0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0347
 AV0347.The geoid height was determined by GEOID03.
 AV0347
 AV0347.The dynamic height is computed by dividing the NAVD 88
 AV0347.geopotential number by the normal gravity value computed on the
 AV0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0347.degrees latitude (g = 980.6199 gals.).
 AV0347
 AV0347.The modeled gravity was interpolated from observed gravity values.
 AV0347
 AV0347;                    North         East     Units Scale Factor Converg.
 AV0347;SPC LA S     -   154,045.170   796,387.146   MT  0.99992823   -1 03 14.3
 AV0347;SPC LA S     -   505,396.53  2,612,813.49   sFT  0.99992823   -1 03 14.3
 AV0347;UTM  15      - 3,304,777.632   457,392.960   MT  0.99962240   -0 13 11.1
 AV0347
 AV0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0347!SPC LA S     -   1.00000414  x   0.99992823  =   0.99993237
 AV0347!UTM  15      -   1.00000414  x   0.99962240  =   0.99962654
 AV0347
 AV0347                          SUPERSEDED SURVEY CONTROL
 AV0347
 AV0347  NAD 83(1986)-  29 52 22.27515(N)    093 26 28.30056(W) AD(       ) 3
 AV0347  NAD 27      -  29 52 21.48357(N)    093 26 27.74591(W) AD(       ) 3
 AV0347  NGVD 29 (??/??/??)    0.661  (m)            2.17   (f) ADJUSTED    1 2
 AV0347
 AV0347.Superseded values are not recommended for survey control.
 AV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0347.See file dsdata.txt to determine how the superseded data were derived.
 AV0347
 AV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP5739304778(NAD 83)
 AV0347_MARKER: DB = BENCH MARK DISK
 AV0347_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0347_SP_SET: 88 FEET
 AV0347_STAMPING: W 211 1965
 AV0347_MARK LOGO: CGS   
 AV0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0347+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1981
 AV0347
 AV0347  HISTORY     - Date     Condition        Report By
 AV0347  HISTORY     - 1965     MONUMENTED       CGS
 AV0347  HISTORY     - 1981     GOOD             NGS
 AV0347  HISTORY     - 1981     GOOD             LADTD
 AV0347  HISTORY     - 1981     GOOD             LADTD
 AV0347  HISTORY     - 19810311 GOOD             NGS
 AV0347
 AV0347                          STATION DESCRIPTION
 AV0347
 AV0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0347'8.6 MI NE FROM HOLLY BEACH.
 AV0347'ABOUT 8.6 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE CATHOLIC
 AV0347'CHURCH AT HOLLY BEACH, IN S 1, T 14 S, R 11 W, 58 FEET SOUTH OF THE
 AV0347'CENTER LINE OF THE HIGHWAY, 2 1/2 FEET EAST OF A POWER POLE, 1 FOOT
 AV0347'NORTH OF A FENCE, 1.0 FOOT NORTH OF A WOODEN WITNESS POST, ABOUT 2
 AV0347'FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 AV0347'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED
 AV0347'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 12 INCHES.
 AV0347
 AV0347                          STATION RECOVERY (1981)
 AV0347
 AV0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AV0347'RECOVERED IN GOOD CONDITION.
 AV0347
 AV0347                          STATION RECOVERY (1981)
 AV0347
 AV0347'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 AV0347'RECOVERED IN GOOD CONDITION.
 AV0347
 AV0347                          STATION RECOVERY (1981)
 AV0347
 AV0347'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 AV0347'RECOVERED IN GOOD CONDITION.
 AV0347
 AV0347                          STATION RECOVERY (1981)
 AV0347
 AV0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AV0347'THE STATION IS LOCATED ABOUT 2.1 MILE SOUTHWEST OF THE SABINE MIGRATRY
 AV0347'REFUGE HEADQUARTER BUILDINGS, ABOUT 8.6 MILES NORTHEAST OF HOLLY BEACH
 AV0347'AND ABOUT 9.9 MILES SOUTH OF THE VILLAGE OF HACKBERRY.
 AV0347' 
 AV0347'TO REACH THE STATION FROM THE DRAW BRIDGE IN HACKBERRY, GO SOUTHERLY
 AV0347'ON STATE HIGHWAY 27 FOR 12.3 MILES TO THE MARK ON THE LEFT, 58 FEET
 AV0347'SOUTH OF THE CENTERLINE OF HIGHWAY 27, 2.5 FEET EAST OF A POWER POLE,
 AV0347'1 FOOT NORTH OF A FENCE, 1 FOOT NORTH OF A WOODEN WITNESS POST, ABOUT
 AV0347'2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8 INCH
 AV0347'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED
 AV0347'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0950 ***********************************************************************
 BJ0950  DESIGNATION -  W 216
 BJ0950  PID         -  BJ0950
 BJ0950  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0950  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0950
 BJ0950                         *CURRENT SURVEY CONTROL
 BJ0950  ___________________________________________________________________
 BJ0950* NAD 83(1986)-  30 28 19.     (N)    091 04 30.     (W)     SCALED    
 BJ0950* NAVD 88     -        14.77   (+/-2cm)      48.5    (feet)  VERTCON   
 BJ0950  ___________________________________________________________________
 BJ0950  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0950
 BJ0950  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ0950
 BJ0950.The horizontal coordinates were scaled from a topographic map and have
 BJ0950.an estimated accuracy of +/- 6 seconds.
 BJ0950
 BJ0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0950.The vertical order pertains to the NGVD 29 superseded value.
 BJ0950
 BJ0950.The geoid height was determined by GEOID03.
 BJ0950
 BJ0950;                    North         East    Units  Estimated Accuracy
 BJ0950;SPC LA S     -   218,610.    1,024,810.      MT  (+/- 180 meters Scaled)
 BJ0950
 BJ0950                          SUPERSEDED SURVEY CONTROL
 BJ0950
 BJ0950  NGVD 29 (??/??/??)   14.793  (m)           48.53   (f) ADJUSTED    1 2
 BJ0950
 BJ0950.Superseded values are not recommended for survey control.
 BJ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0950.See file dsdata.txt to determine how the superseded data were derived.
 BJ0950
 BJ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP847726(NAD 83)
 BJ0950_MARKER: DB = BENCH MARK DISK
 BJ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0950_STAMPING: W 216 1965
 BJ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0950+STABILITY: SURFACE MOTION
 BJ0950
 BJ0950  HISTORY     - Date     Condition        Report By
 BJ0950  HISTORY     - 1965     MONUMENTED       CGS
 BJ0950  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0950
 BJ0950                          STATION DESCRIPTION
 BJ0950
 BJ0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0950'8.1 MI E FROM NORTH BATON ROUGE.
 BJ0950'ABOUT 1.0 MILE SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD
 BJ0950'FROM THE STATION AT NORTH BATON ROUGE, THENCE 7.1 MILES EAST ALONG THE
 BJ0950'ILLINOIS CENTRAL RAILROAD, 28 FEET SOUTH OF THE SOUTH RAIL, 56 FEET
 BJ0950'NORTH OF THE CENTER LINE OF CHOCTAW DRIVE, 42 FEET EAST OF TELEPHONE
 BJ0950'POLE NUMBER 2831 AND IN LINE WITH THE ROW OF POLES, 1.5 FEET NORTH OF
 BJ0950'A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 BJ0950'SET IN THE TOP OF A CAST IRON PIPE THAT IS FILLED WITH CONCRETE AND IS
 BJ0950'EMBEDDED IN A 12-INCH CONCRETE MONUMENT.
 BJ0950
 BJ0950                          STATION RECOVERY (1976)
 BJ0950
 BJ0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0950'THE BENCH MARK WAS NOT RECOVERED ON THIS DATE. THE MARK BELIEVED TO
 BJ0950'BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2512 ***********************************************************************
 BJ2512  DESIGNATION -  W 218
 BJ2512  PID         -  BJ2512
 BJ2512  STATE/COUNTY-  LA/ST MARTIN
 BJ2512  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2512
 BJ2512                         *CURRENT SURVEY CONTROL
 BJ2512  ___________________________________________________________________
 BJ2512* NAD 83(1986)-  30 22 02.     (N)    091 42 34.     (W)     SCALED    
 BJ2512* NAVD 88     -         8.01   (+/-2cm)      26.3    (feet)  VERTCON   
 BJ2512  ___________________________________________________________________
 BJ2512  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2512
 BJ2512  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2512
 BJ2512.The horizontal coordinates were scaled from a topographic map and have
 BJ2512.an estimated accuracy of +/- 6 seconds.
 BJ2512
 BJ2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2512.The vertical order pertains to the NGVD 29 superseded value.
 BJ2512
 BJ2512.The geoid height was determined by GEOID03.
 BJ2512
 BJ2512;                    North         East    Units  Estimated Accuracy
 BJ2512;SPC LA S     -   207,030.      963,850.      MT  (+/- 180 meters Scaled)
 BJ2512
 BJ2512                          SUPERSEDED SURVEY CONTROL
 BJ2512
 BJ2512  NGVD 29 (??/??/??)    8.011  (m)           26.28   (f) ADJUSTED    1 2
 BJ2512
 BJ2512.Superseded values are not recommended for survey control.
 BJ2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2512.See file dsdata.txt to determine how the superseded data were derived.
 BJ2512
 BJ2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP240601(NAD 83)
 BJ2512_MARKER: DB = BENCH MARK DISK
 BJ2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2512_STAMPING: W 218 1965
 BJ2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2512+STABILITY: SURFACE MOTION
 BJ2512
 BJ2512  HISTORY     - Date     Condition        Report By
 BJ2512  HISTORY     - 1965     MONUMENTED       CGS
 BJ2512
 BJ2512                          STATION DESCRIPTION
 BJ2512
 BJ2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2512'8.0 MI N FROM BUTTE LA ROSE.
 BJ2512'ABOUT 8.0 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT
 BJ2512'LANDING AT BUTTE LA ROSE, IN FRACTIONAL SECTION 12, T8S, R7E, 123 FEET
 BJ2512'NORTHWEST OF AND ACROSS THE ROAD FROM THE CENTER AND TOP OF LEVEE, 97
 BJ2512'FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 18 FEET NORTHEAST OF
 BJ2512'THE CENTER LINE OF A DIM WOODS ROAD, 5.5 FEET SOUTHEAST OF A 12-INCH
 BJ2512'GUM TREE, 1.5 FEET NORTHWEST OF A CREOSOTED WITNESS POST, ABOUT 2.5
 BJ2512'FEET ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BJ2512'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1420 ***********************************************************************
 BH1420  DESIGNATION -  W 22
 BH1420  PID         -  BH1420
 BH1420  STATE/COUNTY-  LA/ST TAMMANY
 BH1420  USGS QUAD   -  SUN (1983)
 BH1420
 BH1420                         *CURRENT SURVEY CONTROL
 BH1420  ___________________________________________________________________
 BH1420* NAD 83(1986)-  30 39 00.     (N)    089 53 56.     (W)     SCALED    
 BH1420* NAVD 88     -        22.519  (meters)      73.88   (feet)  ADJUSTED  
 BH1420  ___________________________________________________________________
 BH1420  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BH1420  DYNAMIC HT  -          22.490 (meters)      73.79  (feet)  COMP
 BH1420  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 BH1420
 BH1420  VERT ORDER  -  SECOND    CLASS 0
 BH1420
 BH1420.The horizontal coordinates were scaled from a topographic map and have
 BH1420.an estimated accuracy of +/- 6 seconds.
 BH1420
 BH1420.The orthometric height was determined by differential leveling
 BH1420.and adjusted by the National Geodetic Survey in February 1994..
 BH1420
 BH1420.The geoid height was determined by GEOID03.
 BH1420
 BH1420.The dynamic height is computed by dividing the NAVD 88
 BH1420.geopotential number by the normal gravity value computed on the
 BH1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1420.degrees latitude (g = 980.6199 gals.).
 BH1420
 BH1420.The modeled gravity was interpolated from observed gravity values.
 BH1420
 BH1420;                    North         East    Units  Estimated Accuracy
 BH1420;SPC LA S     -   239,180.    1,137,490.      MT  (+/- 180 meters Scaled)
 BH1420
 BH1420                          SUPERSEDED SURVEY CONTROL
 BH1420
 BH1420  NGVD 29 (??/??/??)   22.606  (m)           74.17   (f) ADJUSTED    2 0
 BH1420
 BH1420.Superseded values are not recommended for survey control.
 BH1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1420.See file dsdata.txt to determine how the superseded data were derived.
 BH1420
 BH1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU221943(NAD 83)
 BH1420_MARKER: DB = BENCH MARK DISK
 BH1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1420_STAMPING: 74 W 22 1934
 BH1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1420+STABILITY: SURFACE MOTION
 BH1420
 BH1420  HISTORY     - Date     Condition        Report By
 BH1420  HISTORY     - 1934     MONUMENTED       CGS
 BH1420  HISTORY     - 1955     GOOD             CGS
 BH1420  HISTORY     - 1977     GOOD             LADTD
 BH1420
 BH1420                          STATION DESCRIPTION
 BH1420
 BH1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1420'IN SUN.
 BH1420'AT SUN, ST. TAMMANY PARISH, ON THE GULF, MOBILE AND OHIO RAILROAD, 250
 BH1420'FEET NORTH OF A ROAD CROSSING, 54 FEET NORTH OF A MAIL CRANE, 15 FEET
 BH1420'WEST OF THE WEST RAIL, 73 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD
 BH1420'PARALLELING THE TRACK, 99 FEET SOUTHWEST OF POLE 1332, AND LEVEL WITH
 BH1420'THE TRACK.  A STANDARD DISK, STAMPED 74 W 22 1934 AND SET IN THE TOP
 BH1420'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. NOTE-- THE
 BH1420'RAILROAD STATION AT SUN HAS BEEN TORN DOWN.
 BH1420
 BH1420                          STATION RECOVERY (1977)
 BH1420
 BH1420'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BH1420'FOUND AS PREVIOUSLY DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1496 ***********************************************************************
 AU1496  DESIGNATION -  W 221
 AU1496  PID         -  AU1496
 AU1496  STATE/COUNTY-  LA/TERREBONNE
 AU1496  USGS QUAD   -  HOUMA (1980)
 AU1496
 AU1496                         *CURRENT SURVEY CONTROL
 AU1496  ___________________________________________________________________
 AU1496* NAD 83(1992)-  29 34 22.94433(N)    090 41 01.64280(W)     ADJUSTED  
 AU1496* NAVD 88     -         2.9  **(meters)      10.   **(feet)  GPS OBS   
 AU1496  **This station is located in a subsidence area (see below).
 AU1496  ___________________________________________________________________
 AU1496  X           -     -66,255.105 (meters)                     COMP
 AU1496  Y           -  -5,551,352.776 (meters)                     COMP
 AU1496  Z           -   3,129,287.571 (meters)                     COMP
 AU1496  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU1496  ELLIP HEIGHT-         -22.51  (meters)          (02/21/02) GPS OBS
 AU1496  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AU1496
 AU1496  HORZ ORDER  -  FIRST
 AU1496  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1496  ELLP ORDER  -  FIFTH     CLASS I
 AU1496
 AU1496.The horizontal coordinates were established by GPS observations
 AU1496.and adjusted by the National Geodetic Survey in December 1998..
 AU1496
 AU1496 ** The orthometric height has not been validated since last determined
 AU1496 ** by differential leveling and should not be used for control purposes.
 AU1496 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1496 ** area with valid NAVD 88 orthometric heights.
 AU1496 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1496 ** epoch indicated which incorporates improved geoid heights for the
 AU1496 ** Southern Louisiana Subsidence area.
 AU1496 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1496.The orthometric height was determined by GPS observations and a
 AU1496.high-resolution geoid model.
 AU1496.The vertical order pertains to the NGVD 29 superseded value.
 AU1496
 AU1496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1496
 AU1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1496
 AU1496.The ellipsoidal height was determined by GPS observations
 AU1496.and is referenced to NAD 83.
 AU1496
 AU1496.The geoid height was determined by GEOID03.
 AU1496
 AU1496;                    North         East     Units Scale Factor Converg.
 AU1496;SPC LA S     -   119,119.846 1,062,935.322   MT  0.99995344   +0 19 29.2
 AU1496;SPC LA S     -   390,812.36  3,487,313.64   sFT  0.99995344   +0 19 29.2
 AU1496;UTM  15      - 3,273,715.326   724,374.764   MT  1.00022122   +1 08 37.0
 AU1496
 AU1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1496!SPC LA S     -   1.00000354  x   0.99995344  =   0.99995698
 AU1496!UTM  15      -   1.00000354  x   1.00022122  =   1.00022476
 AU1496
 AU1496:                Primary Azimuth Mark                     Grid Az
 AU1496:SPC LA S     -  GCB 02                                   166 54 53.8
 AU1496:UTM  15      -  GCB 02                                   166 05 46.0
 AU1496
 AU1496|---------------------------------------------------------------------|
 AU1496| PID    Reference Object                     Distance      Geod. Az  |
 AU1496|                                                           dddmmss.s |
 AU1496| AH6255 GCB 02                              470.191 METERS 1671423.0 |
 AU1496|---------------------------------------------------------------------|
 AU1496
 AU1496                          SUPERSEDED SURVEY CONTROL
 AU1496
 AU1496  ELLIP H (12/17/98)  -22.46   (m)                       GP(       ) 4 2
 AU1496  NGVD 29 (??/??/??)    2.782  (m)            9.13   (f) ADJUSTED    1 2
 AU1496
 AU1496.Superseded values are not recommended for survey control.
 AU1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1496.See file dsdata.txt to determine how the superseded data were derived.
 AU1496
 AU1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2437573715(NAD 83)
 AU1496_MARKER: DB = BENCH MARK DISK
 AU1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1496_STAMPING: W 221 1965
 AU1496_MARK LOGO: CGS   
 AU1496_PROJECTION: FLUSH
 AU1496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1496+STABILITY: SURFACE MOTION
 AU1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1496+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1496
 AU1496  HISTORY     - Date     Condition        Report By
 AU1496  HISTORY     - 1965     MONUMENTED       CGS
 AU1496  HISTORY     - 1979     MARK NOT FOUND   NGS
 AU1496  HISTORY     - 19950103 GOOD             MPHI
 AU1496
 AU1496                          STATION DESCRIPTION
 AU1496
 AU1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1496'4.05 MI SE FROM HOUMA.
 AU1496'1.7 MILES EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1496'THENCE 0.85 MILE SOUTHWEST ALONG STATE HIGHWAY 661, THENCE 1.5 MILES
 AU1496'SOUTHEAST ALONG GRAND CAILLOU ROAD, 34 FEET SOUTHEAST OF THE CENTER
 AU1496'LINE OF MOFFET ROAD WHICH IS THE ENTRANCE TO THE HOUMA AIRPORT, 70 1/2
 AU1496'FEET NORTHEAST OF THE CENTER LINE OF GRAND CAILLOU ROAD, 34 FEET
 AU1496'NORTHEAST OF A POWER POLE BEARING NUMBER 80 1/2, 15 FEET NORTHEAST OF
 AU1496'A LONE, FORKED TREE 7 1/2 FEET NORTHEAST OF A 3-INCH PIPE SIGN POST
 AU1496'BEARING A SIGN READING LAND AND MARINE RENTAL COMPANY, 1.6 FEET
 AU1496'SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 AU1496'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE
 AU1496'GROUND.
 AU1496
 AU1496                          STATION RECOVERY (1979)
 AU1496
 AU1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AU1496'MARK NOT FOUND.
 AU1496
 AU1496                          STATION RECOVERY (1995)
 AU1496
 AU1496'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1496'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2193 ***********************************************************************
 CP2193  DESIGNATION -  W 23
 CP2193  PID         -  CP2193
 CP2193  STATE/COUNTY-  LA/MOREHOUSE
 CP2193  USGS QUAD   -  MER ROUGE (1988)
 CP2193
 CP2193                         *CURRENT SURVEY CONTROL
 CP2193  ___________________________________________________________________
 CP2193* NAD 83(1986)-  32 46 33.     (N)    091 47 33.     (W)     SCALED    
 CP2193* NAVD 88     -        28.640  (meters)      93.96   (feet)  ADJUSTED  
 CP2193  ___________________________________________________________________
 CP2193  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CP2193  DYNAMIC HT  -          28.608 (meters)      93.86  (feet)  COMP
 CP2193  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 CP2193
 CP2193  VERT ORDER  -  SECOND    CLASS 0
 CP2193
 CP2193.The horizontal coordinates were scaled from a topographic map and have
 CP2193.an estimated accuracy of +/- 6 seconds.
 CP2193
 CP2193.The orthometric height was determined by differential leveling
 CP2193.and adjusted by the National Geodetic Survey in June 1991..
 CP2193
 CP2193.The geoid height was determined by GEOID03.
 CP2193
 CP2193.The dynamic height is computed by dividing the NAVD 88
 CP2193.geopotential number by the normal gravity value computed on the
 CP2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2193.degrees latitude (g = 980.6199 gals.).
 CP2193
 CP2193.The modeled gravity was interpolated from observed gravity values.
 CP2193
 CP2193;                    North         East    Units  Estimated Accuracy
 CP2193;SPC LA N     -   252,560.    1,066,290.      MT  (+/- 180 meters Scaled)
 CP2193
 CP2193                          SUPERSEDED SURVEY CONTROL
 CP2193
 CP2193  NGVD 29 (??/??/92)   28.709  (m)           94.19   (f) ADJ UNCH    2 0
 CP2193
 CP2193.Superseded values are not recommended for survey control.
 CP2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2193.See file dsdata.txt to determine how the superseded data were derived.
 CP2193
 CP2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS130270(NAD 83)
 CP2193_MARKER: DB = BENCH MARK DISK
 CP2193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2193_SP_SET: CULVERT
 CP2193_STAMPING: W-23 1935
 CP2193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2193
 CP2193  HISTORY     - Date     Condition        Report By
 CP2193  HISTORY     - 1935     MONUMENTED       CGS
 CP2193
 CP2193                          STATION DESCRIPTION
 CP2193
 CP2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2193'IN MER ROUGE.
 CP2193'BRONZE TABLET IN WEST 15 FT. HEADWALL OF U.S. HWY. 165 CULVERT FOR
 CP2193'SMALL CONCRETE DRAIN.  216 FEET NORTH OF CENTERLINE OF THE MAIN
 CP2193'STREET.  84 FEET WEST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.
 CP2193'26.3 FEET WEST OF CENTERLINE OF U.S. HWY. 165. 9.8 FEET NORTHEAST OF
 CP2193'NORTHEAST CORNER OF MER ROUGE POST OFFICE.  4 FEET WEST OF CENTERLINE
 CP2193'OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0040 ***********************************************************************
 BX0040  DESIGNATION -  W 230
 BX0040  PID         -  BX0040
 BX0040  STATE/COUNTY-  LA/GRANT
 BX0040  USGS QUAD   -  MUDVILLE (1985)
 BX0040
 BX0040                         *CURRENT SURVEY CONTROL
 BX0040  ___________________________________________________________________
 BX0040* NAD 83(1986)-  31 39 38.     (N)    092 26 10.     (W)     SCALED    
 BX0040* NAVD 88     -        50.19   (+/-2cm)     164.7    (feet)  VERTCON   
 BX0040  ___________________________________________________________________
 BX0040  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX0040
 BX0040  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0040
 BX0040.The horizontal coordinates were scaled from a topographic map and have
 BX0040.an estimated accuracy of +/- 6 seconds.
 BX0040
 BX0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0040.The vertical order pertains to the NGVD 29 superseded value.
 BX0040
 BX0040.The geoid height was determined by GEOID03.
 BX0040
 BX0040;                    North         East    Units  Estimated Accuracy
 BX0040;SPC LA N     -   128,680.    1,006,060.      MT  (+/- 180 meters Scaled)
 BX0040
 BX0040                          SUPERSEDED SURVEY CONTROL
 BX0040
 BX0040  NGVD 29 (??/??/??)   50.191  (m)          164.67   (f) ADJUSTED    1 2
 BX0040
 BX0040.Superseded values are not recommended for survey control.
 BX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0040.See file dsdata.txt to determine how the superseded data were derived.
 BX0040
 BX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR534029(NAD 83)
 BX0040_MARKER: DB = BENCH MARK DISK
 BX0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0040_STAMPING: W 230 1965
 BX0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0040+STABILITY: SURFACE MOTION
 BX0040
 BX0040  HISTORY     - Date     Condition        Report By
 BX0040  HISTORY     - 1965     MONUMENTED       CGS
 BX0040  HISTORY     - 1966     GOOD             CGS
 BX0040
 BX0040                          STATION DESCRIPTION
 BX0040
 BX0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0040'8.55 MI SW FROM GEORGETOWN.
 BX0040'ABOUT 4.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0040'THE U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, THENCE 0.2 MILE SOUTHWEST
 BX0040'ALONG A PAVED ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 165,
 BX0040'THENCE 3.8 MILES SOUTHWEST ALONG A GFRAVELED ROAD, IN SECTION 23, T 8
 BX0040'N, R 1 W, 117 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 123, 31
 BX0040'524 AND 123, 80 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 BX0040'123, 31 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 48 1/2 FEET
 BX0040'NORTH OF A FENCE CORNER, 39 FEET SOUTH OF A POWER POLE BEARING A
 BX0040'TRANSFORMER, 1 1/2 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A WOODEN
 BX0040'WITNESS POST, ABOUT LEVEL WITH THE PAVED ROAD, AND SET IN THE TOP OF A
 BX0040'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2658 ***********************************************************************
 BJ2658  DESIGNATION -  W 234
 BJ2658  PID         -  BJ2658
 BJ2658  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2658  USGS QUAD   -  LOTTIE (1994)
 BJ2658
 BJ2658                         *CURRENT SURVEY CONTROL
 BJ2658  ___________________________________________________________________
 BJ2658* NAD 83(1986)-  30 36 51.     (N)    091 44 59.     (W)     SCALED    
 BJ2658* NAVD 88     -         8.96   (+/-2cm)      29.4    (feet)  VERTCON   
 BJ2658  ___________________________________________________________________
 BJ2658  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ2658
 BJ2658  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2658
 BJ2658.The horizontal coordinates were scaled from a topographic map and have
 BJ2658.an estimated accuracy of +/- 6 seconds.
 BJ2658
 BJ2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2658.The vertical order pertains to the NGVD 29 superseded value.
 BJ2658
 BJ2658.The geoid height was determined by GEOID03.
 BJ2658
 BJ2658;                    North         East    Units  Estimated Accuracy
 BJ2658;SPC LA S     -   234,420.      960,080.      MT  (+/- 180 meters Scaled)
 BJ2658
 BJ2658                          SUPERSEDED SURVEY CONTROL
 BJ2658
 BJ2658  NGVD 29 (??/??/??)    8.976  (m)           29.45   (f) ADJUSTED    1 2
 BJ2658
 BJ2658.Superseded values are not recommended for survey control.
 BJ2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2658.See file dsdata.txt to determine how the superseded data were derived.
 BJ2658
 BJ2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP198875(NAD 83)
 BJ2658_MARKER: DB = BENCH MARK DISK
 BJ2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2658_STAMPING: W 234 1966
 BJ2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2658+STABILITY: SURFACE MOTION
 BJ2658
 BJ2658  HISTORY     - Date     Condition        Report By
 BJ2658  HISTORY     - 1966     MONUMENTED       CGS
 BJ2658
 BJ2658                          STATION DESCRIPTION
 BJ2658
 BJ2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2658'6.7 MI N FROM KROTZ SPRINGS.
 BJ2658'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2658'STATION AT KROTZ SPRINGS, THENCE 5.65 MILES NORTH ALONG A LEVEE AND A
 BJ2658'GRAVELED ROAD, 59 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 BJ2658'159 FEET SOUTH OF A POWER POLE WHICH IS LOCATED ON THE INSIDE OF A
 BJ2658'CURVE IN THE ROAD AND IS BRACED BY 3 GUY WIRES, 2 FEET WEST OF A
 BJ2658'FENCE, 2.0 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 BJ2658'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ2658'PROJECTING 6 INCHES.  NOTE-- IN SECTION 22, T 5 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0580 ***********************************************************************
 BX0580  DESIGNATION -  W 235 RESET
 BX0580  PID         -  BX0580
 BX0580  STATE/COUNTY-  LA/RAPIDES
 BX0580  USGS QUAD   -  LIBUSE (1993)
 BX0580
 BX0580                         *CURRENT SURVEY CONTROL
 BX0580  ___________________________________________________________________
 BX0580* NAD 83(1986)-  31 22 28.     (N)    092 16 02.     (W)     SCALED    
 BX0580* NAVD 88     -        28.65   (+/-2cm)      94.0    (feet)  VERTCON   
 BX0580  ___________________________________________________________________
 BX0580  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX0580
 BX0580  VERT ORDER  -  SECOND    CLASS I (See Below)
 BX0580
 BX0580.The horizontal coordinates were scaled from a topographic map and have
 BX0580.an estimated accuracy of +/- 6 seconds.
 BX0580
 BX0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0580.The vertical order pertains to the NGVD 29 superseded value.
 BX0580
 BX0580.The geoid height was determined by GEOID03.
 BX0580
 BX0580;                    North         East    Units  Estimated Accuracy
 BX0580;SPC LA N     -    96,980.    1,022,140.      MT  (+/- 180 meters Scaled)
 BX0580
 BX0580                          SUPERSEDED SURVEY CONTROL
 BX0580
 BX0580  NGVD 29 (12/01/98)   28.633  (m)           93.94   (f) ADJUSTED    2 1
 BX0580
 BX0580.Superseded values are not recommended for survey control.
 BX0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0580.See file dsdata.txt to determine how the superseded data were derived.
 BX0580
 BX0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ696713(NAD 83)
 BX0580_MARKER: DV = VERTICAL CONTROL DISK
 BX0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0580_STAMPING: W 235 RESET 1971
 BX0580_MARK LOGO: NGS   
 BX0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0580+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 BX0580
 BX0580  HISTORY     - Date     Condition        Report By
 BX0580  HISTORY     - 1971     MONUMENTED       NGS
 BX0580  HISTORY     - 19930817 GOOD             LADTD
 BX0580
 BX0580                          STATION DESCRIPTION
 BX0580
 BX0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BX0580'4.4 MI NE FROM LIBUSE.
 BX0580'LOCATED ABOUT 4.4 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 BX0580'OFFICE IN LIBUSE, IN SEC. 5 T5N, R2E,  ON PROPERTY OWNED BY MR. W.R.
 BX0580'WIGGINS, 4 FEET NORTH OF THE NORTHEAST CORNER OF HIS HOUSE WHICH IS A
 BX0580'TAN BRICK HOUSE, ON THE EXTENDED PLANE OF THE EAST WALL OF THE HOUSE,
 BX0580'204 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 28, 45.5 FEET
 BX0580'WEST OF THE CENTER OF A PRIVATE ROAD, 16 FEET WEST OF A POWER POLE,
 BX0580'AND 70 FEET SOUTHWEST OF A 2-FOOT OAK TREE.  IT IS A SHORT ROD TYPE
 BX0580'MARK FLUSH WITH THE GROUND.
 BX0580
 BX0580                          STATION RECOVERY (1993)
 BX0580
 BX0580'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0580'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) NORTHEAST OF LIBUSE AND
 BX0580'2.1 MI (3.4 KM) SOUTHWEST OF HOLLOWAY IN SECTION 5, T 5 N, R 2 E.
 BX0580'OWNERSHIP--MR.  W.  R.  WIGGINS. TO REACH THE STATION FROM THE POST
 BX0580'OFFICE IN LIBUSE, GO EAST FOR 4.4 MI (7.1 KM) ON STATE HIGHWAY 28 TO
 BX0580'THE STATION ON THE RIGHT SET NEAR THE NORTHEAST CORNER OF THE WIGGINS
 BX0580'RESIDENCE. THE STATION IS 204.0 FT (62.2 M) SOUTHEAST FROM THE CENTER
 BX0580'OF THE HIGHWAY, 70.0 FT (21.3 M) SOUTHWEST FROM A 30 INCH OAK TREE,
 BX0580'45.5 FT (13.9 M) WEST FROM THE CENTER OF THE DRIVE, 16.0 FT (4.9 M)
 BX0580'WEST FROM POWER POLE NUMBER 07270-25746 WITH A TRANSFORMER ATTACHED,
 BX0580'4.0 FT (1.2 M) NORTH FROM THE NORTHEAST CORNER OF THE HOUSE, FLUSH
 BX0580'WITH THE GROUND SURFACE, ABOUT LEVEL WITH THE HIGHWAY AND ENCASED IN A
 BX0580'METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0540 ***********************************************************************
 BX0540  DESIGNATION -  W 236
 BX0540  PID         -  BX0540
 BX0540  STATE/COUNTY-  LA/LA SALLE
 BX0540  USGS QUAD   -  BUCKEYE NE (1993)
 BX0540
 BX0540                         *CURRENT SURVEY CONTROL
 BX0540  ___________________________________________________________________
 BX0540* NAD 83(1986)-  31 29 38.     (N)    092 04 35.     (W)     SCALED    
 BX0540* NAVD 88     -        18.75   (+/-2cm)      61.5    (feet)  VERTCON   
 BX0540  ___________________________________________________________________
 BX0540  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BX0540
 BX0540  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0540
 BX0540.The horizontal coordinates were scaled from a topographic map and have
 BX0540.an estimated accuracy of +/- 6 seconds.
 BX0540
 BX0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0540.The vertical order pertains to the NGVD 29 superseded value.
 BX0540
 BX0540.The geoid height was determined by GEOID03.
 BX0540
 BX0540;                    North         East    Units  Estimated Accuracy
 BX0540;SPC LA N     -   110,280.    1,040,240.      MT  (+/- 180 meters Scaled)
 BX0540
 BX0540                          SUPERSEDED SURVEY CONTROL
 BX0540
 BX0540  NGVD 29 (??/??/??)   18.738  (m)           61.48   (f) ADJUSTED    1 2
 BX0540
 BX0540.Superseded values are not recommended for survey control.
 BX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0540.See file dsdata.txt to determine how the superseded data were derived.
 BX0540
 BX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ877847(NAD 83)
 BX0540_MARKER: DB = BENCH MARK DISK
 BX0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0540_SP_SET: BRIDGE ABUTMENT
 BX0540_STAMPING: W 236 1966
 BX0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0540
 BX0540  HISTORY     - Date     Condition        Report By
 BX0540  HISTORY     - 1966     MONUMENTED       CGS
 BX0540
 BX0540                          STATION DESCRIPTION
 BX0540
 BX0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0540'18.8 MI NE FROM LIBUSE.
 BX0540'ABOUT 18.8 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0540'AT LIBUSE, OR ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE
 BX0540'NORTHWEST END OF THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT
 BX0540'JONESVILLE, THENCE 7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS
 BX0540'RAILWAY, THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY 84, THENCE 8.45
 BX0540'MILES SOUTHWEST ALONG STATE HIGHWAY 28, IN SECTION 17, T 6 N, R 4 E,
 BX0540'21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 BX0540'THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A CONCRETE
 BX0540'HIGHWAY BRIDGE OVER BULL BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0999 ***********************************************************************
 BX0999  DESIGNATION -  W 237
 BX0999  PID         -  BX0999
 BX0999  STATE/COUNTY-  LA/RAPIDES
 BX0999  USGS QUAD   -  RAPIDES (1992)
 BX0999
 BX0999                         *CURRENT SURVEY CONTROL
 BX0999  ___________________________________________________________________
 BX0999* NAD 83(1986)-  31 20 38.     (N)    092 31 13.     (W)     SCALED    
 BX0999* NAVD 88     -        24.437  (meters)      80.17   (feet)  ADJUSTED  
 BX0999  ___________________________________________________________________
 BX0999  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BX0999  DYNAMIC HT  -          24.407 (meters)      80.08  (feet)  COMP
 BX0999  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 BX0999
 BX0999  VERT ORDER  -  FIRST     CLASS I
 BX0999
 BX0999.The horizontal coordinates were scaled from a topographic map and have
 BX0999.an estimated accuracy of +/- 6 seconds.
 BX0999
 BX0999.The orthometric height was determined by differential leveling
 BX0999.and adjusted by the National Geodetic Survey in February 1994..
 BX0999
 BX0999.The geoid height was determined by GEOID03.
 BX0999
 BX0999.The dynamic height is computed by dividing the NAVD 88
 BX0999.geopotential number by the normal gravity value computed on the
 BX0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0999.degrees latitude (g = 980.6199 gals.).
 BX0999
 BX0999.The modeled gravity was interpolated from observed gravity values.
 BX0999
 BX0999;                    North         East    Units  Estimated Accuracy
 BX0999;SPC LA N     -    93,570.      998,070.      MT  (+/- 180 meters Scaled)
 BX0999
 BX0999                          SUPERSEDED SURVEY CONTROL
 BX0999
 BX0999  NAVD 88 (06/15/91)   24.437  (m)           80.17   (f) UNKNOWN     1 1
 BX0999  NGVD 29 (??/??/??)   24.430  (m)           80.15   (f) ADJUSTED    1 1
 BX0999
 BX0999.Superseded values are not recommended for survey control.
 BX0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0999.See file dsdata.txt to determine how the superseded data were derived.
 BX0999
 BX0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ456678(NAD 83)
 BX0999_MARKER: DB = BENCH MARK DISK
 BX0999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0999_SP_SET: WELL CASING
 BX0999_STAMPING: W 237 1966
 BX0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0999
 BX0999  HISTORY     - Date     Condition        Report By
 BX0999  HISTORY     - 1966     MONUMENTED       CGS
 BX0999  HISTORY     - 1970     GOOD             NGS
 BX0999  HISTORY     - 1977     GOOD             NGS
 BX0999
 BX0999                          STATION DESCRIPTION
 BX0999
 BX0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0999'5.6 MI NW FROM ALEXANDRIA.
 BX0999'ABOUT 0.45 MILE SOUTHWEST ALONG MURRAY STREET FROM THE CITY HALL AT
 BX0999'ALEXANDRIA, THENCE 5.15 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC
 BX0999'RAILROAD, AT CITY ELECTRIC WATER PUMP NUMBER 613, ABOUT 289 YARDS
 BX0999'NORTHWEST AND ACROSS THE RAILROAD FROM THE JUNCTION OF STATE HIGHWAYS
 BX0999'1 AND 498, 85 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, SET IN
 BX0999'THE TOP OF THE SOUTHEAST EDGE OF THE CONCRETE COLLAR FOR THE 1000 FOOT
 BX0999'WELL CASING WHICH ALSO SERVES AS THE FOUNDATION FOR THE PUMP, 2 FEET
 BX0999'SOUTHEAST OF THE SOUTHEAST SIDE OF THE PUMP, ABOUT 8 FEET BELOW THE
 BX0999'LEVEL OF THE TRACK, AND ABOUT LEVEL WITH THE GROUND.
 BX0999
 BX0999                          STATION RECOVERY (1970)
 BX0999
 BX0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BX0999'RECOVERED IN GOOD CONDITION.
 BX0999
 BX0999                          STATION RECOVERY (1977)
 BX0999
 BX0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0841 ***********************************************************************
 BX0841  DESIGNATION -  W 238
 BX0841  PID         -  BX0841
 BX0841  STATE/COUNTY-  LA/AVOYELLES
 BX0841  USGS QUAD   -  EFFIE (1983)
 BX0841
 BX0841                         *CURRENT SURVEY CONTROL
 BX0841  ___________________________________________________________________
 BX0841* NAD 83(1986)-  31 11 24.     (N)    092 09 15.     (W)     SCALED    
 BX0841* NAVD 88     -        18.68   (+/-2cm)      61.3    (feet)  VERTCON   
 BX0841  ___________________________________________________________________
 BX0841  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX0841
 BX0841  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0841
 BX0841.The horizontal coordinates were scaled from a topographic map and have
 BX0841.an estimated accuracy of +/- 6 seconds.
 BX0841
 BX0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0841.The vertical order pertains to the NGVD 29 superseded value.
 BX0841
 BX0841.The geoid height was determined by GEOID03.
 BX0841
 BX0841;                    North         East    Units  Estimated Accuracy
 BX0841;SPC LA N     -    76,560.    1,032,960.      MT  (+/- 180 meters Scaled)
 BX0841
 BX0841                          SUPERSEDED SURVEY CONTROL
 BX0841
 BX0841  NGVD 29 (??/??/??)   18.646  (m)           61.17   (f) ADJUSTED    1 2
 BX0841
 BX0841.Superseded values are not recommended for survey control.
 BX0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0841.See file dsdata.txt to determine how the superseded data were derived.
 BX0841
 BX0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ805509(NAD 83)
 BX0841_MARKER: DB = BENCH MARK DISK
 BX0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0841_STAMPING: W 238 1966
 BX0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0841+STABILITY: SURFACE MOTION
 BX0841
 BX0841  HISTORY     - Date     Condition        Report By
 BX0841  HISTORY     - 1966     MONUMENTED       CGS
 BX0841  HISTORY     - 1976     MARK NOT FOUND   USGS
 BX0841  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0841
 BX0841                          STATION DESCRIPTION
 BX0841
 BX0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0841'8.6 MI NW FROM MARKSVILLE.
 BX0841'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0841'COURTHOUSE AT MARKSVILLE, THENCE 0.6 MILE NORTHWST ALONG A PAVED ROAD,
 BX0841'THENCE 0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 2.1 MILES
 BX0841'SOUTHWEST ALONG A GRAVELED ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF
 BX0841'A LEVEE, IN SECTION 60, T 3 N, R 3 E, 18 FEET NORTHWEST OF THE CENTER
 BX0841'LINE OF THE ROAD, 15 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD
 BX0841'LEADING TO THE TOP OF THE LEVEE, 112 FEET SOUTHEAST OF THE CENTER LINE
 BX0841'OF THE TOP OF THE LEVEE, 173 FEET SOUTH-SOUTHWEST OF LEVEE STATION
 BX0841'MARKER NUMBER 3000+00, 24 FEET SOUTHWEST OF THE CENTER OF A WOODEN
 BX0841'GATE, 1 1/2 FEET NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST OF A METAL
 BX0841'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 BX0841'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BX0841
 BX0841                          STATION RECOVERY (1976)
 BX0841
 BX0841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BX0841'MARK NOT FOUND.
 BX0841
 BX0841                          STATION RECOVERY (1977)
 BX0841
 BX0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0841'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0070 ***********************************************************************
 BW0070  DESIGNATION -  W 239
 BW0070  PID         -  BW0070
 BW0070  STATE/COUNTY-  LA/AVOYELLES
 BW0070  USGS QUAD   -  MOREAUVILLE (1996)
 BW0070
 BW0070                         *CURRENT SURVEY CONTROL
 BW0070  ___________________________________________________________________
 BW0070* NAD 83(1986)-  31 02 51.     (N)    091 59 14.     (W)     SCALED    
 BW0070* NAVD 88     -        16.963  (meters)      55.65   (feet)  ADJUSTED  
 BW0070  ___________________________________________________________________
 BW0070  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW0070  DYNAMIC HT  -          16.941 (meters)      55.58  (feet)  COMP
 BW0070  MODELED GRAV-     979,389.0   (mgal)                       NAVD 88
 BW0070
 BW0070  VERT ORDER  -  FIRST     CLASS I
 BW0070
 BW0070.The horizontal coordinates were scaled from a topographic map and have
 BW0070.an estimated accuracy of +/- 6 seconds.
 BW0070
 BW0070.The orthometric height was determined by differential leveling
 BW0070.and adjusted by the National Geodetic Survey in February 1994..
 BW0070
 BW0070.The geoid height was determined by GEOID03.
 BW0070
 BW0070.The dynamic height is computed by dividing the NAVD 88
 BW0070.geopotential number by the normal gravity value computed on the
 BW0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0070.degrees latitude (g = 980.6199 gals.).
 BW0070
 BW0070.The modeled gravity was interpolated from observed gravity values.
 BW0070
 BW0070;                    North         East    Units  Estimated Accuracy
 BW0070;SPC LA N     -    60,820.    1,048,950.      MT  (+/- 180 meters Scaled)
 BW0070
 BW0070                          SUPERSEDED SURVEY CONTROL
 BW0070
 BW0070  NAVD 88 (06/15/91)   16.984  (m)           55.72   (f) UNKNOWN     1 1
 BW0070  NGVD 29 (??/??/??)   16.943  (m)           55.59   (f) ADJUSTED    1 1
 BW0070
 BW0070.Superseded values are not recommended for survey control.
 BW0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0070.See file dsdata.txt to determine how the superseded data were derived.
 BW0070
 BW0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ966353(NAD 83)
 BW0070_MARKER: DB = BENCH MARK DISK
 BW0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0070_SP_SET: BRIDGE
 BW0070_STAMPING: W 239 1966
 BW0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0070
 BW0070  HISTORY     - Date     Condition        Report By
 BW0070  HISTORY     - 1966     MONUMENTED       CGS
 BW0070  HISTORY     - 1977     GOOD             NGS
 BW0070
 BW0070                          STATION DESCRIPTION
 BW0070
 BW0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0070'0.6 MI W FROM MOREAUVILLE.
 BW0070'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW0070'SOUTHERN RAILROAD STATION AT MOREAUVILLE, IN SECTION 20, T 1 N, R 5 E,
 BW0070'ABOUT 0.1 MILE EAST OF BENCH MARK RUE RM 1 1919 1920, ABOUT 100 YARDS
 BW0070'SOUTH OF THE SOUTH RAIL, 19 FEET NORTH OF THE CENTER LINE OF THE
 BW0070'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 BW0070'OF A CONCRETE HIGHWAY BRIDGE OVER BAYOU DES GLAISES, AND ABOUT LEVEL
 BW0070'WITH THE HIGHWAY.
 BW0070
 BW0070                          STATION RECOVERY (1977)
 BW0070
 BW0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0070'0.5 MILE WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BW0070'HIGHWAYS 1 AND 451 AT MOREAUVILLE, ABOUT 100 YARDS SOUTH OF THE
 BW0070'SOUTH RAIL, 19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BW0070'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 BW0070'OF A CONCRETE HIGHWAY BRIDGE OVER BAYOU DES GLAISES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1056 ***********************************************************************
 CP1056  DESIGNATION -  W 24
 CP1056  PID         -  CP1056
 CP1056  STATE/COUNTY-  LA/WEST CARROLL
 CP1056  USGS QUAD   -  PIONEER (1986)
 CP1056
 CP1056                         *CURRENT SURVEY CONTROL
 CP1056  ___________________________________________________________________
 CP1056* NAD 83(1986)-  32 43 56.     (N)    091 26 08.     (W)     SCALED    
 CP1056* NAVD 88     -        33.097  (meters)     108.59   (feet)  ADJUSTED  
 CP1056  ___________________________________________________________________
 CP1056  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CP1056  DYNAMIC HT  -          33.061 (meters)     108.47  (feet)  COMP
 CP1056  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 CP1056
 CP1056  VERT ORDER  -  SECOND    CLASS 0
 CP1056
 CP1056.The horizontal coordinates were scaled from a topographic map and have
 CP1056.an estimated accuracy of +/- 6 seconds.
 CP1056
 CP1056.The orthometric height was determined by differential leveling
 CP1056.and adjusted by the National Geodetic Survey in June 1991..
 CP1056
 CP1056.The geoid height was determined by GEOID03.
 CP1056
 CP1056.The dynamic height is computed by dividing the NAVD 88
 CP1056.geopotential number by the normal gravity value computed on the
 CP1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1056.degrees latitude (g = 980.6199 gals.).
 CP1056
 CP1056.The modeled gravity was interpolated from observed gravity values.
 CP1056
 CP1056;                    North         East    Units  Estimated Accuracy
 CP1056;SPC LA N     -   248,000.    1,099,780.      MT  (+/- 180 meters Scaled)
 CP1056
 CP1056                          SUPERSEDED SURVEY CONTROL
 CP1056
 CP1056  NGVD 29 (??/??/92)   33.160  (m)          108.79   (f) ADJ UNCH    2 0
 CP1056
 CP1056.Superseded values are not recommended for survey control.
 CP1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1056.See file dsdata.txt to determine how the superseded data were derived.
 CP1056
 CP1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS465226(NAD 83)
 CP1056_MARKER: DB = BENCH MARK DISK
 CP1056_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP1056_SP_SET: BUILDING
 CP1056_STAMPING: W 24 1935
 CP1056_MARK LOGO: CGS   
 CP1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1056+STABILITY: SURFACE MOTION
 CP1056
 CP1056  HISTORY     - Date     Condition        Report By
 CP1056  HISTORY     - 1935     MONUMENTED       CGS
 CP1056  HISTORY     - 1985     GOOD             LADTD
 CP1056
 CP1056                          STATION DESCRIPTION
 CP1056
 CP1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1056'IN PIONEER.
 CP1056'VERTICAL BRONZE TABLET IN EAST WALL OF PIONEER HIGH SCHOOL.  180 FEET
 CP1056'WEST OF CENTERLINE OF MISSOURI PACIFIC R.R. TRACK.  30 FEET SOUTH OF
 CP1056'CENTERLINE OF SOUTH FRONT ENTRANCE.  4.3 FEET ABOVE GROUND.  1.3 FT.
 CP1056'NORTH OF SOUTHEAST CORNER OF BUILDING.
 CP1056
 CP1056                          STATION RECOVERY (1985)
 CP1056
 CP1056'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CP1056'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  6.4 KM
 CP1056'(4 MI) NORTH ON STATE HIGHWAY 17 FROM THE JUNCTION OF STATE HIGHWAYS
 CP1056'17 AND 577 IN DARNELL TO THE BENCH MARK SET ON THE WEST SIDE OF THE
 CP1056'HIGHWAY AT PIONEER, SET VERTICALLY IN THE EAST WALL OF THE PIONEER
 CP1056'HIGH SCHOOL, 43.3 METERS (142 FEET) EAST OF THE CENTERLINE OF STATE
 CP1056'HIGHWAY 17 AND 21.6 METERS (71 FEET) NORTH OF A FIRE HYDRANT.
 CP1056'THE MARK IS 0.41 METERS  N FROM A WITNESS POST.
 CP1056'THE MARK IS 1.22 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1769 ***********************************************************************
 CP1769  DESIGNATION -  W 242
 CP1769  PID         -  CP1769
 CP1769  STATE/COUNTY-  LA/RICHLAND
 CP1769  USGS QUAD   -  RAYVILLE (1982)
 CP1769
 CP1769                         *CURRENT SURVEY CONTROL
 CP1769  ___________________________________________________________________
 CP1769* NAD 83(1986)-  32 29 07.     (N)    091 51 35.     (W)     SCALED    
 CP1769* NAVD 88     -        22.110  (meters)      72.54   (feet)  ADJUSTED  
 CP1769  ___________________________________________________________________
 CP1769  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP1769  DYNAMIC HT  -          22.086 (meters)      72.46  (feet)  COMP
 CP1769  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CP1769
 CP1769  VERT ORDER  -  FIRST     CLASS I
 CP1769
 CP1769.The horizontal coordinates were scaled from a topographic map and have
 CP1769.an estimated accuracy of +/- 6 seconds.
 CP1769
 CP1769.The orthometric height was determined by differential leveling
 CP1769.and adjusted by the National Geodetic Survey in June 1991..
 CP1769
 CP1769.The geoid height was determined by GEOID03.
 CP1769
 CP1769.The dynamic height is computed by dividing the NAVD 88
 CP1769.geopotential number by the normal gravity value computed on the
 CP1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1769.degrees latitude (g = 980.6199 gals.).
 CP1769
 CP1769.The modeled gravity was interpolated from observed gravity values.
 CP1769
 CP1769;                    North         East    Units  Estimated Accuracy
 CP1769;SPC LA N     -   220,300.    1,060,180.      MT  (+/- 180 meters Scaled)
 CP1769
 CP1769                          SUPERSEDED SURVEY CONTROL
 CP1769
 CP1769  NGVD 29 (??/??/??)   22.145  (m)           72.65   (f) ADJUSTED    1 1
 CP1769
 CP1769.Superseded values are not recommended for survey control.
 CP1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1769.See file dsdata.txt to determine how the superseded data were derived.
 CP1769
 CP1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR071948(NAD 83)
 CP1769_MARKER: DB = BENCH MARK DISK
 CP1769_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1769_SP_SET: 115 FT.
 CP1769_STAMPING: W 242 1966
 CP1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1769
 CP1769  HISTORY     - Date     Condition        Report By
 CP1769  HISTORY     - 1966     MONUMENTED       CGS
 CP1769  HISTORY     - 1969     GOOD             NGS
 CP1769  HISTORY     - 1991     GOOD             USPSQD
 CP1769
 CP1769                          STATION DESCRIPTION
 CP1769
 CP1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1769'5.8 MI W FROM RAYVILLE.
 CP1769'5.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1769'AT RAYVILLE, IN SECTION 4, T 17 N, R 6 E, AT THE SMALL COMMUNITY OF
 CP1769'START, ABOUT 7 1/2 POLES EAST OF MILEPOST 57, 50 FEET SOUTH OF THE
 CP1769'SOUTH RAIL OF THE MAIN TRACK, 134 FEET EAST OF THE CENTER LINE OF THE
 CP1769'FIRST STREET EAST OF STATE HIGHWAY 133, 50 FEET NORTH OF THE CENTER
 CP1769'LINE OF A ROAD WHICH PARALLELS THE TRACK ON THE SOUTH SIDE, 79 FEET
 CP1769'SOUTHEAST OF A SWITCH STAND, 13 FEET SOUTH OF A TELEGRAPH POLE BRACED
 CP1769'BY A GUY WIRE, 1 FOOT WEST OF AN ANCHOR FOR THE GUY WIRE, 1.0 FOOT
 CP1769'NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 CP1769'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CP1769'DRIVEN TO A DEPTH OF 115 FEET AND IS ENCASED IN A 5-INCH CAST IRON
 CP1769'PIPE WHICH PROJECTS 1 FOOT.
 CP1769
 CP1769                          STATION RECOVERY (1969)
 CP1769
 CP1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1769'RECOVERED IN GOOD CONDITION.
 CP1769
 CP1769                          STATION RECOVERY (1991)
 CP1769
 CP1769'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1887 ***********************************************************************
 CP1887  DESIGNATION -  W 243
 CP1887  PID         -  CP1887
 CP1887  STATE/COUNTY-  LA/FRANKLIN
 CP1887  USGS QUAD   -  GILBERT (1983)
 CP1887
 CP1887                         *CURRENT SURVEY CONTROL
 CP1887  ___________________________________________________________________
 CP1887* NAD 83(1986)-  32 06 51.     (N)    091 44 36.     (W)     SCALED    
 CP1887* NAVD 88     -        19.82   (+/-2cm)      65.0    (feet)  VERTCON   
 CP1887  ___________________________________________________________________
 CP1887  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CP1887
 CP1887  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1887
 CP1887.The horizontal coordinates were scaled from a topographic map and have
 CP1887.an estimated accuracy of +/- 6 seconds.
 CP1887
 CP1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1887.The vertical order pertains to the NGVD 29 superseded value.
 CP1887
 CP1887.The geoid height was determined by GEOID03.
 CP1887
 CP1887;                    North         East    Units  Estimated Accuracy
 CP1887;SPC LA N     -   179,220.    1,071,410.      MT  (+/- 180 meters Scaled)
 CP1887
 CP1887                          SUPERSEDED SURVEY CONTROL
 CP1887
 CP1887  NGVD 29 (??/??/92)   19.842  (m)           65.10   (f) ADJ UNCH    1 2
 CP1887
 CP1887.Superseded values are not recommended for survey control.
 CP1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1887.See file dsdata.txt to determine how the superseded data were derived.
 CP1887
 CP1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR185537(NAD 83)
 CP1887_MARKER: DB = BENCH MARK DISK
 CP1887_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1887_SP_SET: HEADWALL
 CP1887_STAMPING: W 243 1966
 CP1887_MARK LOGO: CGS   
 CP1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1887+STABILITY: SURFACE MOTION
 CP1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1887+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP1887
 CP1887  HISTORY     - Date     Condition        Report By
 CP1887  HISTORY     - 1966     MONUMENTED       CGS
 CP1887  HISTORY     - 1975     GOOD
 CP1887  HISTORY     - 19871105 GOOD             LADTD
 CP1887  HISTORY     - 20050318 GOOD             USPSQD
 CP1887
 CP1887                          STATION DESCRIPTION
 CP1887
 CP1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1887'4.7 MI SW FROM WINNSBORO.
 CP1887'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1887'WINNSBORO, THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE
 CP1887'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 15, THENCE 3.9 MILES SOUTHWEST
 CP1887'ALONG STATE HIGHWAY 4, IN SECTION 15, T 13 N, R 7 E, 21 FEET EAST OF
 CP1887'THE CENTER LINE OF THE HIGHWAY, 58 FEET NORTH OF THE CENTER LINE OF A
 CP1887'PRIVATE DRIVEWAY, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 CP1887'HEAD WALL OF A TWIN-CHANNELED CONCRETE BOX CULVERT, AND ABOUT 2 FEET
 CP1887'BELOW THE LEVEL OF THE HIGHWAY.
 CP1887
 CP1887                          STATION RECOVERY (1975)
 CP1887
 CP1887'RECOVERED 1975
 CP1887'RECOVERED IN GOOD CONDITION.
 CP1887
 CP1887                          STATION RECOVERY (1987)
 CP1887
 CP1887'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1887'THE STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) SOUTHWEST OF WINNSBORO,
 CP1887'IN SECTION 15, T 13 N, R 7 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP1887'TRANSPORTATION AND DEVELOPMENT.
 CP1887'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 15 IN
 CP1887'WINNSBORO GO SOUTHWEST FOR 6.3 KM (3.90 MI) ON HIGHWAY 4 TO THE MARK
 CP1887'SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL OF A TWIN
 CP1887'CHANNELED CONCRETE BOX CULVERT.
 CP1887'THE STATION IS 17.7 M (58.1 FT) NORTH FROM THE CENTER OF A PRIVATE
 CP1887'DRIVEWAY AND 6.4 M (21.0 FT) EAST FROM THE CENTER OF THE HIGHWAY AND
 CP1887'ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CP1887
 CP1887                          STATION RECOVERY (2005)
 CP1887
 CP1887'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1417 ***********************************************************************
 CP1417  DESIGNATION -  W 244
 CP1417  PID         -  CP1417
 CP1417  STATE/COUNTY-  LA/RICHLAND
 CP1417  USGS QUAD   -  DELHI (1986)
 CP1417
 CP1417                         *CURRENT SURVEY CONTROL
 CP1417  ___________________________________________________________________
 CP1417* NAD 83(1986)-  32 25 07.     (N)    091 29 32.     (W)     SCALED    
 CP1417* NAVD 88     -        27.70   (+/-2cm)      90.9    (feet)  VERTCON   
 CP1417  ___________________________________________________________________
 CP1417  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP1417
 CP1417  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1417
 CP1417.The horizontal coordinates were scaled from a topographic map and have
 CP1417.an estimated accuracy of +/- 6 seconds.
 CP1417
 CP1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1417.The vertical order pertains to the NGVD 29 superseded value.
 CP1417
 CP1417.The geoid height was determined by GEOID03.
 CP1417
 CP1417;                    North         East    Units  Estimated Accuracy
 CP1417;SPC LA N     -   213,170.    1,094,790.      MT  (+/- 180 meters Scaled)
 CP1417
 CP1417                          SUPERSEDED SURVEY CONTROL
 CP1417
 CP1417  NGVD 29 (??/??/92)   27.725  (m)           90.96   (f) ADJ UNCH    1 2
 CP1417
 CP1417.Superseded values are not recommended for survey control.
 CP1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1417.See file dsdata.txt to determine how the superseded data were derived.
 CP1417
 CP1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR417878(NAD 83)
 CP1417_MARKER: DB = BENCH MARK DISK
 CP1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1417_SP_SET: CULVERT
 CP1417_STAMPING: W 244 1966
 CP1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1417
 CP1417  HISTORY     - Date     Condition        Report By
 CP1417  HISTORY     - 1966     MONUMENTED       CGS
 CP1417  HISTORY     - 1980     MARK NOT FOUND   LADTD
 CP1417
 CP1417                          STATION DESCRIPTION
 CP1417
 CP1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1417'2.75 MI S FROM DELHI.
 CP1417'ABOUT 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1417'STATION AT DELHI, THENCE 2.7 MILES SOUTH ALONG STATE HIGHWAY 17, IN
 CP1417'SECTION 36, T 17 N, R 9 E, 13 FEET NORTHEAST OF THE CENTER LINE OF THE
 CP1417'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEAD
 CP1417'WALL OF A CONCRETE BOX CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 CP1417
 CP1417                          STATION RECOVERY (1980)
 CP1417
 CP1417'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 CP1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1831 ***********************************************************************
 CP1831  DESIGNATION -  W 245
 CP1831  PID         -  CP1831
 CP1831  STATE/COUNTY-  LA/FRANKLIN
 CP1831  USGS QUAD   -  WINNSBORO (1983)
 CP1831
 CP1831                         *CURRENT SURVEY CONTROL
 CP1831  ___________________________________________________________________
 CP1831* NAD 83(1986)-  32 09 17.     (N)    091 42 17.     (W)     SCALED    
 CP1831* NAVD 88     -        23.04   (+/-2cm)      75.6    (feet)  VERTCON   
 CP1831  ___________________________________________________________________
 CP1831  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP1831
 CP1831  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1831
 CP1831.The horizontal coordinates were scaled from a topographic map and have
 CP1831.an estimated accuracy of +/- 6 seconds.
 CP1831
 CP1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1831.The vertical order pertains to the NGVD 29 superseded value.
 CP1831
 CP1831.The geoid height was determined by GEOID03.
 CP1831
 CP1831;                    North         East    Units  Estimated Accuracy
 CP1831;SPC LA N     -   183,740.    1,075,020.      MT  (+/- 180 meters Scaled)
 CP1831
 CP1831                          SUPERSEDED SURVEY CONTROL
 CP1831
 CP1831  NGVD 29 (??/??/92)   23.059  (m)           75.65   (f) ADJ UNCH    1 2
 CP1831
 CP1831.Superseded values are not recommended for survey control.
 CP1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1831.See file dsdata.txt to determine how the superseded data were derived.
 CP1831
 CP1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR221583(NAD 83)
 CP1831_MARKER: DB = BENCH MARK DISK
 CP1831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1831_SP_SET: CULVERT
 CP1831_STAMPING: W 245 1966
 CP1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1831
 CP1831  HISTORY     - Date     Condition        Report By
 CP1831  HISTORY     - 1966     MONUMENTED       CGS
 CP1831  HISTORY     - 1981     MARK NOT FOUND   USGS
 CP1831
 CP1831                          STATION DESCRIPTION
 CP1831
 CP1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1831'2.25 MI SE FROM WINNSBORO.
 CP1831'0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT WINNSBORO,
 CP1831'THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE 1.5 MILES
 CP1831'SOUTHEAST ALONG STATE HIGHWAY 15, THENCE 0.25 MILE NORTH ALONG LOOP
 CP1831'ROAD OR STATE HIGHWAYS 4 AND 864, IN SECTION 36, T 14 N, R 7 E, AT THE
 CP1831'ENTRANCE OF AN ACCESS ROAD TO THE WINNSBORO MUNICIPAL AIRPORT, 16 FEET
 CP1831'WEST OF THE CENTER LINE OF LOOP ROAD, 19 FEET NORTH OF THE EXTENDED
 CP1831'CENTER LINE OF AIRPORT DRIVE, ABOUT MIDWAY BETWEEN THE EASTBOUND AND
 CP1831'WESTBOUND TRAFFIC LANES OF AIRPORT DRIVE, SET IN THE CENTER OF THE TOP
 CP1831'OF THE WEST CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER LOOP ROAD,
 CP1831'AND ABOUT LEVEL WITH THE ROAD.
 CP1831
 CP1831                          STATION RECOVERY (1981)
 CP1831
 CP1831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CP1831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1447 ***********************************************************************
 BW1447  DESIGNATION -  W 246
 BW1447  PID         -  BW1447
 BW1447  STATE/COUNTY-  LA/CATAHOULA
 BW1447  USGS QUAD   -  SICILY ISLAND (1983)
 BW1447
 BW1447                         *CURRENT SURVEY CONTROL
 BW1447  ___________________________________________________________________
 BW1447* NAD 83(1986)-  31 50 54.     (N)    091 39 04.     (W)     SCALED    
 BW1447* NAVD 88     -        15.16   (+/-2cm)      49.7    (feet)  VERTCON   
 BW1447  ___________________________________________________________________
 BW1447  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW1447
 BW1447  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1447
 BW1447.The horizontal coordinates were scaled from a topographic map and have
 BW1447.an estimated accuracy of +/- 6 seconds.
 BW1447
 BW1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1447.The vertical order pertains to the NGVD 29 superseded value.
 BW1447
 BW1447.The geoid height was determined by GEOID03.
 BW1447
 BW1447;                    North         East    Units  Estimated Accuracy
 BW1447;SPC LA N     -   149,810.    1,080,340.      MT  (+/- 180 meters Scaled)
 BW1447
 BW1447                          SUPERSEDED SURVEY CONTROL
 BW1447
 BW1447  NGVD 29 (??/??/92)   15.171  (m)           49.77   (f) ADJ UNCH    1 2
 BW1447
 BW1447.Superseded values are not recommended for survey control.
 BW1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1447.See file dsdata.txt to determine how the superseded data were derived.
 BW1447
 BW1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR276244(NAD 83)
 BW1447_MARKER: DB = BENCH MARK DISK
 BW1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1447_SP_SET: CONCRETE POST
 BW1447_STAMPING: W 246 1966
 BW1447_MARK LOGO: CGS   
 BW1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1447+STABILITY: SURFACE MOTION
 BW1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1447+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 BW1447
 BW1447  HISTORY     - Date     Condition        Report By
 BW1447  HISTORY     - 1966     MONUMENTED       CGS
 BW1447  HISTORY     - 19870513 GOOD             USPSQD
 BW1447  HISTORY     - 19880225 GOOD             LADTD
 BW1447
 BW1447                          STATION DESCRIPTION
 BW1447
 BW1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1447'0.5 MI E FROM SICILY ISLAND.
 BW1447'ABOUT 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1447'POST OFFICE AT SICILY ISLAND, THENCE 0.4 MILE EAST ALONG STATE HIGHWAY
 BW1447'15, IN SECTION 16, T 10 N, R 8 E, ABOUT 52 YARDS NORTH OF THE MISSOURI
 BW1447'PACIFIC RAILROAD AND A WOODEN TRESTLE, 112 FEET SOUTH OF THE CENTER
 BW1447'LINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF A GRAVELED
 BW1447'ROAD LEADING SOUTH, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 8
 BW1447'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BW1447'POST PROJECTING 10 INCHES.
 BW1447
 BW1447                          STATION RECOVERY (1987)
 BW1447
 BW1447'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRM)
 BW1447'RECOVERED IN GOOD CONDITION.
 BW1447
 BW1447                          STATION RECOVERY (1988)
 BW1447
 BW1447'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BW1447'THE STATION IS LOCATED 0.6 KM (0.35 MI) EAST OF SICILY ISLAND AND
 BW1447'ABOUT 150 FEET NORTH OF THE MISSOURI PACIFIC RAILROAD AND A WOODEN
 BW1447'TRESTLE.  OWNERSHIP--UNKNOWN.
 BW1447'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 8
 BW1447'IN SICILY ISLAND GO EAST FOR 0.6 KM (0.35 MI) ON HIGHWAY 15 TO THE
 BW1447'MARK ON THE RIGHT AND EAST OF A GRAVEL ROAD LEADING SOUTH.
 BW1447'THE MARK IS 31.4 M (103.0 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BW1447'7.3 M (24.0 FT) EAST FROM A GRAVEL ROAD AND 0.3 M (1.0 FT) FROM A
 BW1447'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT 2.4 M
 BW1447'(7.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0033 ***********************************************************************
 BW0033  DESIGNATION -  W 248
 BW0033  PID         -  BW0033
 BW0033  STATE/COUNTY-  LA/CONCORDIA
 BW0033  USGS QUAD   -  FORT ADAMS (1965)
 BW0033
 BW0033                         *CURRENT SURVEY CONTROL
 BW0033  ___________________________________________________________________
 BW0033* NAD 83(1986)-  31 01 14.     (N)    091 36 51.     (W)     SCALED    
 BW0033* NAVD 88     -        16.60   (+/-2cm)      54.5    (feet)  VERTCON   
 BW0033  ___________________________________________________________________
 BW0033  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW0033
 BW0033  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0033
 BW0033.The horizontal coordinates were scaled from a topographic map and have
 BW0033.an estimated accuracy of +/- 6 seconds.
 BW0033
 BW0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0033.The vertical order pertains to the NGVD 29 superseded value.
 BW0033
 BW0033.The geoid height was determined by GEOID03.
 BW0033
 BW0033;                    North         East    Units  Estimated Accuracy
 BW0033;SPC LA N     -    58,060.    1,084,590.      MT  (+/- 180 meters Scaled)
 BW0033
 BW0033                          SUPERSEDED SURVEY CONTROL
 BW0033
 BW0033  NGVD 29 (??/??/92)   16.58   (m)           54.4    (f) COMPUTED    1 2
 BW0033
 BW0033.Superseded values are not recommended for survey control.
 BW0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0033.See file dsdata.txt to determine how the superseded data were derived.
 BW0033
 BW0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ322327(NAD 83)
 BW0033_MARKER: DB = BENCH MARK DISK
 BW0033_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW0033+WITH SETTING: INTO GROUND
 BW0033_STAMPING: W 248 1966
 BW0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0033+STABILITY: SURFACE MOTION
 BW0033
 BW0033  HISTORY     - Date     Condition        Report By
 BW0033  HISTORY     - 1966     MONUMENTED       CGS
 BW0033  HISTORY     - 1976     MARK NOT FOUND   NGS
 BW0033
 BW0033                          STATION DESCRIPTION
 BW0033
 BW0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0033'3.75 MI NE FROM OLD RIVER LOCKS.
 BW0033'ABOUT 3.75 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT
 BW0033'OLD RIVER, IN SECTION 39, T 1 N, R 8 E, ABOUT 0.5 MILE SOUTHWEST OF A
 BW0033'CATTLE GUARD IN THE HIGHWAY, ABOUT 0.1 MILE NORTHEAST OF A SLIGHT
 BW0033'CURVE IN THE HIGHWAY, 78 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BW0033'HIGHWAY, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 10 FEET
 BW0033'BELOW THE LEVEL OF THE HIGHWAY, A DISK SET IN THE TOP OF A 5-INCH CAST
 BW0033'IRON PIPE THAT IS FILLED WITH CONCRETE AND PROJECTS 6 INCHES ABOVE THE
 BW0033'GROUND.
 BW0033
 BW0033                          STATION RECOVERY (1976)
 BW0033
 BW0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0033'A THOROUGH SEARCH WAS MADE FOR THIS BENCH MARK BUT WAS NOT RECOVERED
 BW0033'ON THIS DATE, BENCH MARK WAS BELIEVED DESTROYED DURING LEVEE
 BW0033'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1526 ***********************************************************************
 BW1526  DESIGNATION -  W 250
 BW1526  PID         -  BW1526
 BW1526  STATE/COUNTY-  LA/CONCORDIA
 BW1526  USGS QUAD   -  FROGMORE (1994)
 BW1526
 BW1526                         *CURRENT SURVEY CONTROL
 BW1526  ___________________________________________________________________
 BW1526* NAD 83(1986)-  31 36 38.     (N)    091 43 44.     (W)     SCALED    
 BW1526* NAVD 88     -        17.71   (+/-2cm)      58.1    (feet)  VERTCON   
 BW1526  ___________________________________________________________________
 BW1526  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1526
 BW1526  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1526
 BW1526.The horizontal coordinates were scaled from a topographic map and have
 BW1526.an estimated accuracy of +/- 6 seconds.
 BW1526
 BW1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1526.The vertical order pertains to the NGVD 29 superseded value.
 BW1526
 BW1526.The geoid height was determined by GEOID03.
 BW1526
 BW1526;                    North         East    Units  Estimated Accuracy
 BW1526;SPC LA N     -   123,390.    1,073,170.      MT  (+/- 180 meters Scaled)
 BW1526
 BW1526                          SUPERSEDED SURVEY CONTROL
 BW1526
 BW1526  NGVD 29 (??/??/92)   17.707  (m)           58.09   (f) ADJ UNCH    1 2
 BW1526
 BW1526.Superseded values are not recommended for survey control.
 BW1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1526.See file dsdata.txt to determine how the superseded data were derived.
 BW1526
 BW1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ205979(NAD 83)
 BW1526_MARKER: DB = BENCH MARK DISK
 BW1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1526_STAMPING: W 250 1966
 BW1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1526+STABILITY: SURFACE MOTION
 BW1526
 BW1526  HISTORY     - Date     Condition        Report By
 BW1526  HISTORY     - 1966     MONUMENTED       CGS
 BW1526
 BW1526                          STATION DESCRIPTION
 BW1526
 BW1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1526'5.35 MI E FROM JONESVILLE.
 BW1526'ABOUT 5.35 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END OF
 BW1526'THE HIGHWAY BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION 2, T
 BW1526'7 N, R 7 E, ON THE PROPERTY OF MR. G. L. BLOODSAW, 181 FEET WEST OF
 BW1526'THE SOUTHWEST CORNER OF A FARMHOUSE, 54 FEET NORTH OF THE CENTER LINE
 BW1526'OF THE HIGHWAY, 160 FEET WEST OF A 36-INCH PECAN TREE WHICH IS ON THE
 BW1526'WEST SIDE OF THE FARMHOUSE, 64 FEET WEST OF A POWER POLE WHICH IS
 BW1526'BRACED BY A GUY WIRE, 12 FEET EAST OF THE CENTER LINE OF A FIELD ROAD,
 BW1526'INSIDE AND NEAR THE WEST SIDE OF A SQUARE FORMED BY 4 POST WHICH
 BW1526'SUPPORT 2 SIGN BOARDS, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 BW1526'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8231 ***********************************************************************
 AC8231  DESIGNATION -  W 251 RESET
 AC8231  PID         -  AC8231
 AC8231  STATE/COUNTY-  LA/CONCORDIA
 AC8231  USGS QUAD   -  NATCHEZ (1976)
 AC8231
 AC8231                         *CURRENT SURVEY CONTROL
 AC8231  ___________________________________________________________________
 AC8231* NAD 83(1986)-  31 34 14.     (N)    091 26 23.     (W)     SCALED    
 AC8231* NAVD 88     -        17.72   (meters)      58.1    (feet)  RESET     
 AC8231  ___________________________________________________________________
 AC8231  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AC8231
 AC8231  VERT ORDER  -  THIRD
 AC8231
 AC8231.The horizontal coordinates were scaled from a topographic map and have
 AC8231.an estimated accuracy of +/- 6 seconds.
 AC8231
 AC8231.The orthometric height was computed from unverified reset data.
 AC8231
 AC8231.The geoid height was determined by GEOID03.
 AC8231
 AC8231;                    North         East    Units  Estimated Accuracy
 AC8231;SPC LA N     -   119,190.    1,100,650.      MT  (+/- 180 meters Scaled)
 AC8231
 AC8231                          SUPERSEDED SURVEY CONTROL
 AC8231
 AC8231.No superseded survey control is available for this station.
 AC8231
 AC8231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ480938(NAD 83)
 AC8231_MARKER: DV = VERTICAL CONTROL DISK
 AC8231_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8231+WITH SETTING: PAVEMENT
 AC8231_SP_SET: BOX FOUNDATION
 AC8231_STAMPING: W 251 RESET 1990
 AC8231_MARK LOGO: NGS   
 AC8231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8231+STABILITY: SURFACE MOTION
 AC8231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8231+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8231
 AC8231  HISTORY     - Date     Condition        Report By
 AC8231  HISTORY     - 1990     MONUMENTED       LADTD
 AC8231
 AC8231                          STATION DESCRIPTION
 AC8231
 AC8231'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8231'THE STATION IS LOCATED IN VIDALIA AT THE JUNCTION OF U.S.  HIGHWAY 84
 AC8231'(CARTER STREET) AND MURRAY DRIVE, ABOUT 1.0 MI (1.6 KM) WEST FROM THE
 AC8231'WEST END OF THE MISSISSIPPI RIVER BRIDGE, SET IN A DRILL HOLE IN THE
 AC8231'SOUTHWEST CORNER OF A CONCRETE SLAB FOR TELEPHONE JUNCTION BOX NUMBER
 AC8231'F 1500.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AC8231'DEVELOPMENT, 69.0 FT (21.0 M) NORTH FROM THE CENTER OF THE WEST BOUND
 AC8231'LANES OF HIGHWAY 84, 56.0 FT (17.1 M) WEST FROM THE CENTER OF MURRAY
 AC8231'DRIVE AND 2.0 FT (0.6 M) EAST FROM A PIPE RAILING.  THE MARK IS ABOUT
 AC8231'3.0 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0944 ***********************************************************************
 BX0944  DESIGNATION -  W 252
 BX0944  PID         -  BX0944
 BX0944  STATE/COUNTY-  LA/RAPIDES
 BX0944  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0944
 BX0944                         *CURRENT SURVEY CONTROL
 BX0944  ___________________________________________________________________
 BX0944* NAD 83(1986)-  31 08 46.     (N)    092 29 42.     (W)     SCALED    
 BX0944* NAVD 88     -        26.851  (meters)      88.09   (feet)  ADJUSTED  
 BX0944  ___________________________________________________________________
 BX0944  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX0944  DYNAMIC HT  -          26.817 (meters)      87.98  (feet)  COMP
 BX0944  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 BX0944
 BX0944  VERT ORDER  -  FIRST     CLASS I
 BX0944
 BX0944.The horizontal coordinates were scaled from a topographic map and have
 BX0944.an estimated accuracy of +/- 6 seconds.
 BX0944
 BX0944.The orthometric height was determined by differential leveling
 BX0944.and adjusted by the National Geodetic Survey in February 1994..
 BX0944
 BX0944.The geoid height was determined by GEOID03.
 BX0944
 BX0944.The dynamic height is computed by dividing the NAVD 88
 BX0944.geopotential number by the normal gravity value computed on the
 BX0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0944.degrees latitude (g = 980.6199 gals.).
 BX0944
 BX0944.The modeled gravity was interpolated from observed gravity values.
 BX0944
 BX0944;                    North         East    Units  Estimated Accuracy
 BX0944;SPC LA N     -    71,640.    1,000,480.      MT  (+/- 180 meters Scaled)
 BX0944
 BX0944                          SUPERSEDED SURVEY CONTROL
 BX0944
 BX0944  NAVD 88 (06/15/91)   26.848  (m)           88.08   (f) UNKNOWN     1 1
 BX0944  NGVD 29 (??/??/??)   26.834  (m)           88.04   (f) ADJUSTED    1 1
 BX0944
 BX0944.Superseded values are not recommended for survey control.
 BX0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0944.See file dsdata.txt to determine how the superseded data were derived.
 BX0944
 BX0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ481459(NAD 83)
 BX0944_MARKER: DB = BENCH MARK DISK
 BX0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0944_SP_SET: FOUNDATION
 BX0944_STAMPING: W 252 1966
 BX0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0944
 BX0944  HISTORY     - Date     Condition        Report By
 BX0944  HISTORY     - 1966     MONUMENTED       CGS
 BX0944  HISTORY     - 1970     GOOD             NGS
 BX0944  HISTORY     - 1981     GOOD             LADTD
 BX0944  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0944
 BX0944                          STATION DESCRIPTION
 BX0944
 BX0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0944'0.15 MI E FROM WOODWORTH.
 BX0944'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0944'WOODWORTH, AT THE CROSSING OF THE ROAD AND THE MISSOURI PACIFIC
 BX0944'RAILROAD, 103 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13 1/2 FEET
 BX0944'WEST OF THE WEST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE
 BX0944'NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR A SEMAPHORE, 36 FEET
 BX0944'SOUTH OF A TELEPHONE POLE, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 BX0944'TRACK.
 BX0944
 BX0944                          STATION RECOVERY (1981)
 BX0944
 BX0944'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BX0944'RECOVERED IN GOOD CONDITION.
 BX0944
 BX0944                          STATION RECOVERY (1999)
 BX0944
 BX0944'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1256 ***********************************************************************
 BW1256  DESIGNATION -  W 253
 BW1256  PID         -  BW1256
 BW1256  STATE/COUNTY-  LA/CONCORDIA
 BW1256  USGS QUAD   -  LOWER SUNK LAKE (1996)
 BW1256
 BW1256                         *CURRENT SURVEY CONTROL
 BW1256  ___________________________________________________________________
 BW1256* NAD 83(1986)-  31 13 49.     (N)    091 38 58.     (W)     SCALED    
 BW1256* NAVD 88     -        13.28   (+/-2cm)      43.6    (feet)  VERTCON   
 BW1256  ___________________________________________________________________
 BW1256  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BW1256
 BW1256  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1256
 BW1256.The horizontal coordinates were scaled from a topographic map and have
 BW1256.an estimated accuracy of +/- 6 seconds.
 BW1256
 BW1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1256.The vertical order pertains to the NGVD 29 superseded value.
 BW1256
 BW1256.The geoid height was determined by GEOID03.
 BW1256
 BW1256;                    North         East    Units  Estimated Accuracy
 BW1256;SPC LA N     -    81,290.    1,081,030.      MT  (+/- 180 meters Scaled)
 BW1256
 BW1256                          SUPERSEDED SURVEY CONTROL
 BW1256
 BW1256  NGVD 29 (??/??/92)   13.26   (m)           43.5    (f) COMPUTED    1 2
 BW1256
 BW1256.Superseded values are not recommended for survey control.
 BW1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1256.See file dsdata.txt to determine how the superseded data were derived.
 BW1256
 BW1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ286559(NAD 83)
 BW1256_MARKER: DB = BENCH MARK DISK
 BW1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1256_STAMPING: W 253 1966
 BW1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1256+STABILITY: SURFACE MOTION
 BW1256
 BW1256  HISTORY     - Date     Condition        Report By
 BW1256  HISTORY     - 1966     MONUMENTED       CGS
 BW1256  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW1256  HISTORY     - 19910710 MARK NOT FOUND   LADTD
 BW1256
 BW1256                          STATION DESCRIPTION
 BW1256
 BW1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1256'3.95 MI NE FROM SHAW.
 BW1256'ABOUT 3.95 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM A RED BRICK
 BW1256'SCHOOLHOUSE AT SHAW, IN SECTION 38, T 3 N, R 8 E, 145 FEET SOUTHWEST
 BW1256'OF THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTHEAST OF THE CENTER
 BW1256'LINE OF A GRAVELED ROAD AT A CURVE, 18 FEET SOUTHEAST OF A POWER POLE
 BW1256'BRACED BY 2 GUY WIRES, 27 FEET SOUTHWEST OF THE CENTER OF A GATE, 8
 BW1256'FEET SOUTHEAST OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 BW1256'ABOUT 25 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 BW1256'CONCRETE POST PROJECTING 12 INCHES.
 BW1256
 BW1256                          STATION RECOVERY (1979)
 BW1256
 BW1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW1256'NOT RECOVERED-BELIEVED DESTROYED BY CONSTRUCTION.
 BW1256
 BW1256                          STATION RECOVERY (1991)
 BW1256
 BW1256'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BW1256'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1345 ***********************************************************************
 CP1345  DESIGNATION -  W 254
 CP1345  PID         -  CP1345
 CP1345  STATE/COUNTY-  LA/MADISON
 CP1345  USGS QUAD   -  TALLULAH (1994)
 CP1345
 CP1345                         *CURRENT SURVEY CONTROL
 CP1345  ___________________________________________________________________
 CP1345* NAD 83(1986)-  32 23 34.     (N)    091 09 20.     (W)     SCALED    
 CP1345* NAVD 88     -        26.959  (meters)      88.45   (feet)  ADJUSTED  
 CP1345  ___________________________________________________________________
 CP1345  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1345  DYNAMIC HT  -          26.928 (meters)      88.35  (feet)  COMP
 CP1345  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 CP1345
 CP1345  VERT ORDER  -  FIRST     CLASS I
 CP1345
 CP1345.The horizontal coordinates were scaled from a topographic map and have
 CP1345.an estimated accuracy of +/- 6 seconds.
 CP1345
 CP1345.The orthometric height was determined by differential leveling
 CP1345.and adjusted by the National Geodetic Survey in June 1991..
 CP1345
 CP1345.The geoid height was determined by GEOID03.
 CP1345
 CP1345.The dynamic height is computed by dividing the NAVD 88
 CP1345.geopotential number by the normal gravity value computed on the
 CP1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1345.degrees latitude (g = 980.6199 gals.).
 CP1345
 CP1345.The modeled gravity was interpolated from observed gravity values.
 CP1345
 CP1345;                    North         East    Units  Estimated Accuracy
 CP1345;SPC LA N     -   210,650.    1,126,490.      MT  (+/- 180 meters Scaled)
 CP1345
 CP1345                          SUPERSEDED SURVEY CONTROL
 CP1345
 CP1345  NGVD 29 (06/11/92)   26.962  (m)           88.46   (f) ADJUSTED    1 1
 CP1345
 CP1345.Superseded values are not recommended for survey control.
 CP1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1345.See file dsdata.txt to determine how the superseded data were derived.
 CP1345
 CP1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR734854(NAD 83)
 CP1345_MARKER: DB = BENCH MARK DISK
 CP1345_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP1345_STAMPING: W 254 1968
 CP1345_MARK LOGO: CGS   
 CP1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1345+STABILITY: SURFACE MOTION
 CP1345
 CP1345  HISTORY     - Date     Condition        Report By
 CP1345  HISTORY     - 1968     MONUMENTED       CGS
 CP1345  HISTORY     - 1982     GOOD             LADTD
 CP1345
 CP1345                          STATION DESCRIPTION
 CP1345
 CP1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1345'2.15 MI E FROM TALLULAH.
 CP1345'2.15 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1345'COURTHOUSE AT TALLULAH, 0.1 MILE EAST OF A CROSSING OF THE RAILROAD
 CP1345'AND STATE HIGHWAY 602 AND MILEPOST 15, AT THE MADISON GRAIN COMPANY
 CP1345'ELEVATOR, 84 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 14 FEET
 CP1345'NORTH OF THE NORTH RAIL OF A SIDETRACK, SET IN THE TOP OF THE CONCRETE
 CP1345'FOUNDATION FOR A GROUP OF CONCRETE GRAIN BINS, 1 FOOT SOUTHWEST OF THE
 CP1345'SOUTHWEST EDGE OF THE MOST SOUTHWESTERLY GRAIN BIN, ABOUT LEVEL WITH
 CP1345'THE SURFACE OF THE GROUND, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 CP1345'MAIN TRACK.
 CP1345
 CP1345                          STATION RECOVERY (1982)
 CP1345
 CP1345'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0059 ***********************************************************************
 CQ0059  DESIGNATION -  W 255
 CQ0059  PID         -  CQ0059
 CQ0059  STATE/COUNTY-  LA/OUACHITA
 CQ0059  USGS QUAD   -  CALHOUN (1994)
 CQ0059
 CQ0059                         *CURRENT SURVEY CONTROL
 CQ0059  ___________________________________________________________________
 CQ0059* NAD 83(1986)-  32 31 22.     (N)    092 16 02.     (W)     SCALED    
 CQ0059* NAVD 88     -        54.315  (meters)     178.20   (feet)  ADJUSTED  
 CQ0059  ___________________________________________________________________
 CQ0059  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ0059  DYNAMIC HT  -          54.254 (meters)     178.00  (feet)  COMP
 CQ0059  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 CQ0059
 CQ0059  VERT ORDER  -  FIRST     CLASS I
 CQ0059
 CQ0059.The horizontal coordinates were scaled from a topographic map and have
 CQ0059.an estimated accuracy of +/- 6 seconds.
 CQ0059
 CQ0059.The orthometric height was determined by differential leveling
 CQ0059.and adjusted by the National Geodetic Survey in June 1991..
 CQ0059
 CQ0059.The geoid height was determined by GEOID03.
 CQ0059
 CQ0059.The dynamic height is computed by dividing the NAVD 88
 CQ0059.geopotential number by the normal gravity value computed on the
 CQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0059.degrees latitude (g = 980.6199 gals.).
 CQ0059
 CQ0059.The modeled gravity was interpolated from observed gravity values.
 CQ0059
 CQ0059;                    North         East    Units  Estimated Accuracy
 CQ0059;SPC LA N     -   224,300.    1,021,870.      MT  (+/- 180 meters Scaled)
 CQ0059
 CQ0059                          SUPERSEDED SURVEY CONTROL
 CQ0059
 CQ0059  NGVD 29 (??/??/??)   54.368  (m)          178.37   (f) ADJUSTED    1 1
 CQ0059
 CQ0059.Superseded values are not recommended for survey control.
 CQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0059.See file dsdata.txt to determine how the superseded data were derived.
 CQ0059
 CQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR688986(NAD 83)
 CQ0059_MARKER: DB = BENCH MARK DISK
 CQ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0059_STAMPING: W 255 1968
 CQ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0059+STABILITY: SURFACE MOTION
 CQ0059
 CQ0059  HISTORY     - Date     Condition        Report By
 CQ0059  HISTORY     - 1968     MONUMENTED       CGS
 CQ0059  HISTORY     - 1969     GOOD             CGS
 CQ0059  HISTORY     - 1977     POOR             USGS
 CQ0059  HISTORY     - 1987     GOOD             USPSQD
 CQ0059  HISTORY     - 1991     GOOD             USPSQD
 CQ0059
 CQ0059                          STATION DESCRIPTION
 CQ0059
 CQ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0059'5.8 MI E FROM CALHOUN.
 CQ0059'ABOUT 5.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0059'CALHOUN, IN SECTION 28, T 18 N, R 2 E, AT THE JUNCTION OF THE HIGHWAY
 CQ0059'AND A PAVED ROAD WHICH LEADS NORTH, 300 FEET NORTHWEST OF A FARMHOUSE,
 CQ0059'49 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF THE
 CQ0059'SOUTH END OF A CHURCH, 172 FEET WEST OF THE EXTENDED CENTER LINE OF
 CQ0059'THE PAVED ROAD, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 CQ0059'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ0059'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CQ0059
 CQ0059                          STATION RECOVERY (1977)
 CQ0059
 CQ0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0059'MARK RECOVERED IN POOR CONDITION.
 CQ0059
 CQ0059                          STATION RECOVERY (1987)
 CQ0059
 CQ0059'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0059'RECOVERED IN GOOD CONDITION.
 CQ0059
 CQ0059                          STATION RECOVERY (1991)
 CQ0059
 CQ0059'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1009 ***********************************************************************
 CQ1009  DESIGNATION -  W 256
 CQ1009  PID         -  CQ1009
 CQ1009  STATE/COUNTY-  LA/LINCOLN
 CQ1009  USGS QUAD   -  SIMSBORO (1994)
 CQ1009
 CQ1009                         *CURRENT SURVEY CONTROL
 CQ1009  ___________________________________________________________________
 CQ1009* NAD 83(1986)-  32 32 09.     (N)    092 49 07.     (W)     SCALED    
 CQ1009* NAVD 88     -       104.681  (meters)     343.44   (feet)  ADJUSTED  
 CQ1009  ___________________________________________________________________
 CQ1009  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1009  DYNAMIC HT  -         104.564 (meters)     343.06  (feet)  COMP
 CQ1009  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 CQ1009
 CQ1009  VERT ORDER  -  FIRST     CLASS I
 CQ1009
 CQ1009.The horizontal coordinates were scaled from a topographic map and have
 CQ1009.an estimated accuracy of +/- 6 seconds.
 CQ1009
 CQ1009.The orthometric height was determined by differential leveling
 CQ1009.and adjusted by the National Geodetic Survey in June 1991..
 CQ1009
 CQ1009.The geoid height was determined by GEOID03.
 CQ1009
 CQ1009.The dynamic height is computed by dividing the NAVD 88
 CQ1009.geopotential number by the normal gravity value computed on the
 CQ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1009.degrees latitude (g = 980.6199 gals.).
 CQ1009
 CQ1009.The modeled gravity was interpolated from observed gravity values.
 CQ1009
 CQ1009;                    North         East    Units  Estimated Accuracy
 CQ1009;SPC LA N     -   225,770.      970,070.      MT  (+/- 180 meters Scaled)
 CQ1009
 CQ1009                          SUPERSEDED SURVEY CONTROL
 CQ1009
 CQ1009  NGVD 29 (??/??/??)  104.754  (m)          343.68   (f) ADJUSTED    1 1
 CQ1009
 CQ1009.Superseded values are not recommended for survey control.
 CQ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1009.See file dsdata.txt to determine how the superseded data were derived.
 CQ1009
 CQ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR170998(NAD 83)
 CQ1009_MARKER: DB = BENCH MARK DISK
 CQ1009_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1009_SP_SET: 25 1/2 FEET
 CQ1009_STAMPING: W 256 1968
 CQ1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1009
 CQ1009  HISTORY     - Date     Condition        Report By
 CQ1009  HISTORY     - 1968     MONUMENTED       CGS
 CQ1009  HISTORY     - 1969     GOOD             CGS
 CQ1009  HISTORY     - 1987     GOOD             USPSQD
 CQ1009
 CQ1009                          STATION DESCRIPTION
 CQ1009
 CQ1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1009'1.95 MI W FROM SIMSBORO.
 CQ1009'ABOUT 1.95 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SIMSBORO SCHOOL
 CQ1009'AT SIMSBORO, IN SECTION 19, T 18 N, R 4 W, 89 1/2 FEET SOUTH OF THE
 CQ1009'CENTER LINE OF THE HIGHWAY, 78 FEET NORTHEAST OF THE NORTHEAST CORNER
 CQ1009'OF A HOUSE, 85 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 58
 CQ1009'FEET SOUTH OF A POWER POLE WHICH BEARS A TRANSFORMER, 1 FOOT WEST OF A
 CQ1009'FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 CQ1009'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CQ1009'THAT IS DRIVEN TO A DEPTH OF 25 1/2 FEET AND IS ENCASED IN A 6-INCH
 CQ1009'IRON PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 CQ1009
 CQ1009                          STATION RECOVERY (1987)
 CQ1009
 CQ1009'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1238 ***********************************************************************
 CQ1238  DESIGNATION -  W 257
 CQ1238  PID         -  CQ1238
 CQ1238  STATE/COUNTY-  LA/BOSSIER
 CQ1238  USGS QUAD   -  DOYLINE (1981)
 CQ1238
 CQ1238                         *CURRENT SURVEY CONTROL
 CQ1238  ___________________________________________________________________
 CQ1238* NAD 83(1986)-  32 32 08.     (N)    093 26 48.     (W)     SCALED    
 CQ1238* NAVD 88     -        63.909  (meters)     209.67   (feet)  ADJUSTED  
 CQ1238  ___________________________________________________________________
 CQ1238  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CQ1238  DYNAMIC HT  -          63.837 (meters)     209.44  (feet)  COMP
 CQ1238  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 CQ1238
 CQ1238  VERT ORDER  -  FIRST     CLASS I
 CQ1238
 CQ1238.The horizontal coordinates were scaled from a topographic map and have
 CQ1238.an estimated accuracy of +/- 6 seconds.
 CQ1238
 CQ1238.The orthometric height was determined by differential leveling
 CQ1238.and adjusted by the National Geodetic Survey in June 1991..
 CQ1238
 CQ1238.The geoid height was determined by GEOID03.
 CQ1238
 CQ1238.The dynamic height is computed by dividing the NAVD 88
 CQ1238.geopotential number by the normal gravity value computed on the
 CQ1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1238.degrees latitude (g = 980.6199 gals.).
 CQ1238
 CQ1238.The modeled gravity was interpolated from observed gravity values.
 CQ1238
 CQ1238;                    North         East    Units  Estimated Accuracy
 CQ1238;SPC LA N     -   226,090.      911,070.      MT  (+/- 180 meters Scaled)
 CQ1238
 CQ1238                          SUPERSEDED SURVEY CONTROL
 CQ1238
 CQ1238  NGVD 29 (??/??/??)   63.985  (m)          209.92   (f) ADJUSTED    1 1
 CQ1238
 CQ1238.Superseded values are not recommended for survey control.
 CQ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1238.See file dsdata.txt to determine how the superseded data were derived.
 CQ1238
 CQ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR580998(NAD 83)
 CQ1238_MARKER: DB = BENCH MARK DISK
 CQ1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1238_STAMPING: W 257 1969
 CQ1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1238+STABILITY: SURFACE MOTION
 CQ1238
 CQ1238  HISTORY     - Date     Condition        Report By
 CQ1238  HISTORY     - 1969     MONUMENTED       CGS
 CQ1238  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 CQ1238
 CQ1238                          STATION DESCRIPTION
 CQ1238
 CQ1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1238'2.3 MI W FROM DOYLINE.
 CQ1238'ABOUT 2.3 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1238'HIGH SCHOOL AT DOYLINE, IN SECTION 24, T 18 N, R 10 W, 0.4 MILE WEST
 CQ1238'OF MILEPOST 150, 62 FT SOUTH OF THE SOUTH RAIL, 75 FEET SOUTHEAST OF
 CQ1238'THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 24 FEET
 CQ1238'SOUTHEAST OF A TELEPHONE POLE, 17 FEET SOUTH OF THE CENTER LINE OF A
 CQ1238'TRAIL ROAD, 9 FEET NORTHWEST OF A 12-INCH OAK TREE, 2.5 FEET SOUTH OF
 CQ1238'A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 CQ1238'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 CQ1238'THE SURFACE OF THE GROUND.
 CQ1238
 CQ1238                          STATION RECOVERY (2002)
 CQ1238
 CQ1238'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1800 ***********************************************************************
 CQ1800  DESIGNATION -  W 259
 CQ1800  PID         -  CQ1800
 CQ1800  STATE/COUNTY-  LA/CADDO
 CQ1800  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1800
 CQ1800                         *CURRENT SURVEY CONTROL
 CQ1800  ___________________________________________________________________
 CQ1800* NAD 83(1986)-  32 24 46.     (N)    093 42 04.     (W)     SCALED    
 CQ1800* NAVD 88     -        48.841  (meters)     160.24   (feet)  ADJUSTED  
 CQ1800  ___________________________________________________________________
 CQ1800  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1800  DYNAMIC HT  -          48.786 (meters)     160.06  (feet)  COMP
 CQ1800  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 CQ1800
 CQ1800  VERT ORDER  -  FIRST     CLASS I
 CQ1800
 CQ1800.The horizontal coordinates were scaled from a topographic map and have
 CQ1800.an estimated accuracy of +/- 6 seconds.
 CQ1800
 CQ1800.The orthometric height was determined by differential leveling
 CQ1800.and adjusted by the National Geodetic Survey in February 1994..
 CQ1800
 CQ1800.The geoid height was determined by GEOID03.
 CQ1800
 CQ1800.The dynamic height is computed by dividing the NAVD 88
 CQ1800.geopotential number by the normal gravity value computed on the
 CQ1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1800.degrees latitude (g = 980.6199 gals.).
 CQ1800
 CQ1800.The modeled gravity was interpolated from observed gravity values.
 CQ1800
 CQ1800;                    North         East    Units  Estimated Accuracy
 CQ1800;SPC LA N     -   212,710.      887,020.      MT  (+/- 180 meters Scaled)
 CQ1800
 CQ1800                          SUPERSEDED SURVEY CONTROL
 CQ1800
 CQ1800  NAVD 88 (06/15/91)   48.843  (m)          160.25   (f) UNKNOWN     1 1
 CQ1800  NGVD 29 (??/??/??)   48.908  (m)          160.46   (f) ADJUSTED    1 1
 CQ1800
 CQ1800.Superseded values are not recommended for survey control.
 CQ1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1800.See file dsdata.txt to determine how the superseded data were derived.
 CQ1800
 CQ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR340864(NAD 83)
 CQ1800_MARKER: DB = BENCH MARK DISK
 CQ1800_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1800_SP_SET: 72 FEET
 CQ1800_STAMPING: W 259 1969
 CQ1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1800
 CQ1800  HISTORY     - Date     Condition        Report By
 CQ1800  HISTORY     - 1969     MONUMENTED       CGS
 CQ1800  HISTORY     - 1977     GOOD             NGS
 CQ1800  HISTORY     - 1985     GOOD             USPSQD
 CQ1800  HISTORY     - 1987     GOOD             USPSQD
 CQ1800  HISTORY     - 1989     GOOD             USPSQD
 CQ1800  HISTORY     - 19991016 GOOD             USPSQD
 CQ1800
 CQ1800                          STATION DESCRIPTION
 CQ1800
 CQ1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1800'3.2 MI S FROM SHREVEPORT.
 CQ1800'ABOUT 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1800'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 37,
 CQ1800'T 17 N, R 13 W, 0.25 MILE SOUTHEAST OF THE MAIN ENTRANCE TO THE TOWN
 CQ1800'SOUTH VILLAS, 51 FEET SOUTHWEST OF THE SOUTHWEST LANE OF THE HIGHWAY,
 CQ1800'126 FEET SOUTHEAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 110 1/2
 CQ1800'FEET SOUTHEAST OF THE EAST CORNER OF AN APARTMENT BUILDING, 2 1/2 FEET
 CQ1800'SOUTHWEST OF AND ON THE INSIDE OF AN ARCHED CURBING, ABOUT 1/2 FOOT
 CQ1800'ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 CQ1800'COATED ROD THAT IS DRIVEN TO A DEPTH OF 72 FEET AND IS ENCASED IN A
 CQ1800'6-INCH IRON PIPE WHICH IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 CQ1800'GROUND.
 CQ1800
 CQ1800                          STATION RECOVERY (1977)
 CQ1800
 CQ1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1800'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD STATION
 CQ1800'POST OFFICE AT SHREVEPORT, 126 FEET SOUTHEAST OF POWER LINE POLE
 CQ1800'NUMBER 80 WITH A TRANSFORMER, 51 FEET SOUTHWEST OF THE CENTER LINE OF
 CQ1800'THE SOUTH WEST LANES OF THE HIGHWAY, 20 FEET SOUTHEAST OF THE CENTER
 CQ1800'OF THE NORTHWEST LANE OF STRATMORE DRIVE, 20 FEET NORTHWEST OF THE
 CQ1800'CENTERLINE OF THE SOUTHEAST LANE OF THE DRIVE, 3 FEET NORTHEAST OF A
 CQ1800'STREET SIGN FOR STRATMORE DRIVE AND 3 FEET SOUTHWEST OF THE NORTHEAST
 CQ1800'END OF A CONCRETE CURB SURROUNDING A GRASSED PARKING BETWEEN THE LANES
 CQ1800'OF THE DRIVE.
 CQ1800
 CQ1800                          STATION RECOVERY (1985)
 CQ1800
 CQ1800'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1800'SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATION 0.2 MILES SOUTH OF
 CQ1800'IT'S POSITION WHEN THE DESCRIPTION WAS WRITTEN. MARK IS LOCATED IN
 CQ1800'THE NEUTRAL GROUND OF THE STRATMORE DRIVE, WHICH IS THE SOUTH
 CQ1800'ENTRANCE TO TOWN SOUTH.
 CQ1800
 CQ1800                          STATION RECOVERY (1987)
 CQ1800
 CQ1800'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1800'RECOVERED IN GOOD CONDITION.
 CQ1800
 CQ1800                          STATION RECOVERY (1989)
 CQ1800
 CQ1800'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1800'RECOVERED IN GOOD CONDITION.
 CQ1800
 CQ1800                          STATION RECOVERY (1999)
 CQ1800
 CQ1800'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1452 ***********************************************************************
 CQ1452  DESIGNATION -  W 260
 CQ1452  PID         -  CQ1452
 CQ1452  STATE/COUNTY-  LA/RED RIVER
 CQ1452  USGS QUAD   -  EAST POINT (1979)
 CQ1452
 CQ1452                         *CURRENT SURVEY CONTROL
 CQ1452  ___________________________________________________________________
 CQ1452* NAD 83(1986)-  32 14 13.     (N)    093 29 43.     (W)     SCALED    
 CQ1452* NAVD 88     -        41.808  (meters)     137.17   (feet)  ADJUSTED  
 CQ1452  ___________________________________________________________________
 CQ1452  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ1452  DYNAMIC HT  -          41.760 (meters)     137.01  (feet)  COMP
 CQ1452  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 CQ1452
 CQ1452  VERT ORDER  -  FIRST     CLASS I
 CQ1452
 CQ1452.The horizontal coordinates were scaled from a topographic map and have
 CQ1452.an estimated accuracy of +/- 6 seconds.
 CQ1452
 CQ1452.The orthometric height was determined by differential leveling
 CQ1452.and adjusted by the National Geodetic Survey in February 1994..
 CQ1452
 CQ1452.The geoid height was determined by GEOID03.
 CQ1452
 CQ1452.The dynamic height is computed by dividing the NAVD 88
 CQ1452.geopotential number by the normal gravity value computed on the
 CQ1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1452.degrees latitude (g = 980.6199 gals.).
 CQ1452
 CQ1452.The modeled gravity was interpolated from observed gravity values.
 CQ1452
 CQ1452;                    North         East    Units  Estimated Accuracy
 CQ1452;SPC LA N     -   193,020.      906,200.      MT  (+/- 180 meters Scaled)
 CQ1452
 CQ1452                          SUPERSEDED SURVEY CONTROL
 CQ1452
 CQ1452  NAVD 88 (06/15/91)   41.807  (m)          137.16   (f) UNKNOWN     1 1
 CQ1452  NGVD 29 (??/??/??)   41.857  (m)          137.33   (f) ADJUSTED    1 1
 CQ1452
 CQ1452.Superseded values are not recommended for survey control.
 CQ1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1452.See file dsdata.txt to determine how the superseded data were derived.
 CQ1452
 CQ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR533668(NAD 83)
 CQ1452_MARKER: DB = BENCH MARK DISK
 CQ1452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1452_SP_SET: CULVERT
 CQ1452_STAMPING: W 260 1969
 CQ1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1452
 CQ1452  HISTORY     - Date     Condition        Report By
 CQ1452  HISTORY     - 1969     MONUMENTED       CGS
 CQ1452  HISTORY     - 1977     GOOD             NGS
 CQ1452  HISTORY     - 1985     GOOD             USPSQD
 CQ1452
 CQ1452                          STATION DESCRIPTION
 CQ1452
 CQ1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1452'20.25 MI SE FROM SHREVEPORT.
 CQ1452'ABOUT 20.25 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD
 CQ1452'STATION POST OFFICE AT SHREVEPORT, OR ABOUT 2.5 MILES WEST ALONG U.S.
 CQ1452'HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN RAILWAY STATION AT COUSHATTA,
 CQ1452'THENCE 8.05 MILES NORTHWEST ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1,
 CQ1452'THENCE 10.8 MILES NORTH ALONG STATE HIGHWAY 1, IN SECTION 4, T 15 N, R
 CQ1452'11 W, 108 YARDS SOUTH OF THE SOUTH CORNER OF A BRICK STORE AND SERVICE
 CQ1452'STATION, 173 1/2 FEET SOUTHEAST OF THE MARKER FOR THE CADDO-RED RIVER
 CQ1452'PARISH LINE, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 CQ1452'HEADWALL OF A CONCRETE BOX CULVERT, 29 FEET SOUTHWEST OF THE CENTER
 CQ1452'LINE OF THE HIGHWAY, 45 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 CQ1452'TEXAS AND PACIFIC RAILROAD, 275 1/2 FEET SOUTHEAST OF THE CENTER LINE
 CQ1452'OF A DIRT ROAD, 7 FEET NORTH OF A TELEPHONE POLE, AND ABOUT 4 FEET
 CQ1452'BELOW THE LEVEL OF THE HIGHWAY.
 CQ1452
 CQ1452                          STATION RECOVERY (1977)
 CQ1452
 CQ1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1452'RECOVERED IN GOOD CONDITION.
 CQ1452
 CQ1452                          STATION RECOVERY (1985)
 CQ1452
 CQ1452'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1452'ABOUT 20.0 MILES SOUTHEAST ALONG HIGHWAY 1 FROM SOUTHFIELD STATION
 CQ1452'POST OFFICE, SOUTHFIELD STATION POST OFFICE HAS BEEN RELOCATED 0.2
 CQ1452'MILES SOUTH FROM ITS FORMER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1529 ***********************************************************************
 CQ1529  DESIGNATION -  W 261
 CQ1529  PID         -  CQ1529
 CQ1529  STATE/COUNTY-  LA/RED RIVER
 CQ1529  USGS QUAD   -  COUSHATTA (1979)
 CQ1529
 CQ1529                         *CURRENT SURVEY CONTROL
 CQ1529  ___________________________________________________________________
 CQ1529* NAD 83(1986)-  32 00 23.     (N)    093 22 23.     (W)     SCALED    
 CQ1529* NAVD 88     -        40.460  (meters)     132.74   (feet)  ADJUSTED  
 CQ1529  ___________________________________________________________________
 CQ1529  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1529  DYNAMIC HT  -          40.413 (meters)     132.59  (feet)  COMP
 CQ1529  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CQ1529
 CQ1529  VERT ORDER  -  FIRST     CLASS I
 CQ1529
 CQ1529.The horizontal coordinates were scaled from a topographic map and have
 CQ1529.an estimated accuracy of +/- 6 seconds.
 CQ1529
 CQ1529.The orthometric height was determined by differential leveling
 CQ1529.and adjusted by the National Geodetic Survey in February 1994..
 CQ1529
 CQ1529.The geoid height was determined by GEOID03.
 CQ1529
 CQ1529.The dynamic height is computed by dividing the NAVD 88
 CQ1529.geopotential number by the normal gravity value computed on the
 CQ1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1529.degrees latitude (g = 980.6199 gals.).
 CQ1529
 CQ1529.The modeled gravity was interpolated from observed gravity values.
 CQ1529
 CQ1529;                    North         East    Units  Estimated Accuracy
 CQ1529;SPC LA N     -   167,350.      917,520.      MT  (+/- 180 meters Scaled)
 CQ1529
 CQ1529                          SUPERSEDED SURVEY CONTROL
 CQ1529
 CQ1529  NAVD 88 (06/15/91)   40.459  (m)          132.74   (f) UNKNOWN     1 1
 CQ1529  NGVD 29 (??/??/??)   40.517  (m)          132.93   (f) ADJUSTED    1 1
 CQ1529
 CQ1529.Superseded values are not recommended for survey control.
 CQ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1529.See file dsdata.txt to determine how the superseded data were derived.
 CQ1529
 CQ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR647412(NAD 83)
 CQ1529_MARKER: DB = BENCH MARK DISK
 CQ1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1529_STAMPING: W 261 1969
 CQ1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1529+STABILITY: SURFACE MOTION
 CQ1529
 CQ1529  HISTORY     - Date     Condition        Report By
 CQ1529  HISTORY     - 1969     MONUMENTED       CGS
 CQ1529  HISTORY     - 1977     GOOD             NGS
 CQ1529  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 CQ1529
 CQ1529                          STATION DESCRIPTION
 CQ1529
 CQ1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1529'2.0 MI W FROM COUSHATTA.
 CQ1529'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1529'SOUTHERN RAILWAY STATION AT COUSHATTA, IN SECTION 41, T 12 N, R 10 W,
 CQ1529'0.5 MILE EAST OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 1, 32
 CQ1529'1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 117 FEET WEST OF A
 CQ1529'POWER POLE, 101 1/2 FEET WEST OF THE WEST END OF A CONCRETE HEADWALL,
 CQ1529'30 FEET WEST OF THE CENTER OF A METAL GATE, 1 FOOT SOUTH OF A FENCE,
 CQ1529'1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL
 CQ1529'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CQ1529'INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1529
 CQ1529                          STATION RECOVERY (1977)
 CQ1529
 CQ1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1529'RECOVERED IN GOOD CONDITION.
 CQ1529
 CQ1529                          STATION RECOVERY (1997)
 CQ1529
 CQ1529'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ1529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1118 ***********************************************************************
 BX1118  DESIGNATION -  W 262
 BX1118  PID         -  BX1118
 BX1118  STATE/COUNTY-  LA/RAPIDES
 BX1118  USGS QUAD   -  WOODWORTH WEST (1993)
 BX1118
 BX1118                         *CURRENT SURVEY CONTROL
 BX1118  ___________________________________________________________________
 BX1118* NAD 83(1986)-  31 07 46.     (N)    092 30 02.     (W)     SCALED    
 BX1118* NAVD 88     -        45.314  (meters)     148.67   (feet)  ADJUSTED  
 BX1118  ___________________________________________________________________
 BX1118  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BX1118  DYNAMIC HT  -          45.258 (meters)     148.48  (feet)  COMP
 BX1118  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 BX1118
 BX1118  VERT ORDER  -  FIRST     CLASS I
 BX1118
 BX1118.The horizontal coordinates were scaled from a topographic map and have
 BX1118.an estimated accuracy of +/- 6 seconds.
 BX1118
 BX1118.The orthometric height was determined by differential leveling
 BX1118.and adjusted by the National Geodetic Survey in February 1994..
 BX1118
 BX1118.The geoid height was determined by GEOID03.
 BX1118
 BX1118.The dynamic height is computed by dividing the NAVD 88
 BX1118.geopotential number by the normal gravity value computed on the
 BX1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1118.degrees latitude (g = 980.6199 gals.).
 BX1118
 BX1118.The modeled gravity was interpolated from observed gravity values.
 BX1118
 BX1118;                    North         East    Units  Estimated Accuracy
 BX1118;SPC LA N     -    69,790.      999,950.      MT  (+/- 180 meters Scaled)
 BX1118
 BX1118                          SUPERSEDED SURVEY CONTROL
 BX1118
 BX1118  NAVD 88 (06/15/91)   45.311  (m)          148.66   (f) UNKNOWN     1 1
 BX1118  NGVD 29 (??/??/??)   45.298  (m)          148.62   (f) ADJUSTED    1 1
 BX1118
 BX1118.Superseded values are not recommended for survey control.
 BX1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1118.See file dsdata.txt to determine how the superseded data were derived.
 BX1118
 BX1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ476440(NAD 83)
 BX1118_MARKER: DB = BENCH MARK DISK
 BX1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1118_STAMPING: W 262 1969
 BX1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1118+STABILITY: SURFACE MOTION
 BX1118
 BX1118  HISTORY     - Date     Condition        Report By
 BX1118  HISTORY     - 1969     MONUMENTED       CGS
 BX1118  HISTORY     - 1970     GOOD             NGS
 BX1118  HISTORY     - 19990424 GOOD             USPSQD
 BX1118
 BX1118                          STATION DESCRIPTION
 BX1118
 BX1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1118'1.55 MI S FROM WOODWORTH.
 BX1118'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX1118'WOODWORTH, THENCE 1.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD,
 BX1118'THENCE 0.1 MILE EAST CROSS-COUNTRY, IN SECTION 20, T 2 N, R 1 W, 181
 BX1118'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HANGAR, 6 1/2 FEET EAST OF
 BX1118'A CORNER FENCE POST, 1 FOOT SOUTHEAST OF A FENCE, 1.2 FEET NORTHWEST
 BX1118'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RUNWAY FOR THE WOODWORTH
 BX1118'AIRPORT, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 BX1118'ABOVE THE SURFACE OF THE GROUND.
 BX1118
 BX1118                          STATION RECOVERY (1999)
 BX1118
 BX1118'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1337 ***********************************************************************
 BX1337  DESIGNATION -  W 263
 BX1337  PID         -  BX1337
 BX1337  STATE/COUNTY-  LA/WINN
 BX1337  USGS QUAD   -  MONTGOMERY (1993)
 BX1337
 BX1337                         *CURRENT SURVEY CONTROL
 BX1337  ___________________________________________________________________
 BX1337* NAD 83(1986)-  31 42 45.     (N)    092 54 57.     (W)     SCALED    
 BX1337* NAVD 88     -        44.93   (+/-2cm)     147.4    (feet)  VERTCON   
 BX1337  ___________________________________________________________________
 BX1337  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1337
 BX1337  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1337
 BX1337.The horizontal coordinates were scaled from a topographic map and have
 BX1337.an estimated accuracy of +/- 6 seconds.
 BX1337
 BX1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1337.The vertical order pertains to the NGVD 29 superseded value.
 BX1337
 BX1337.The geoid height was determined by GEOID03.
 BX1337
 BX1337;                    North         East    Units  Estimated Accuracy
 BX1337;SPC LA N     -   134,510.      960,590.      MT  (+/- 180 meters Scaled)
 BX1337
 BX1337                          SUPERSEDED SURVEY CONTROL
 BX1337
 BX1337  NGVD 29 (??/??/??)   44.951  (m)          147.48   (f) ADJUSTED    1 1
 BX1337
 BX1337.Superseded values are not recommended for survey control.
 BX1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1337.See file dsdata.txt to determine how the superseded data were derived.
 BX1337
 BX1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR079085(NAD 83)
 BX1337_MARKER: DB = BENCH MARK DISK
 BX1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1337_SP_SET: CULVERT
 BX1337_STAMPING: W 263 1969
 BX1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1337
 BX1337  HISTORY     - Date     Condition        Report By
 BX1337  HISTORY     - 1969     MONUMENTED       CGS
 BX1337  HISTORY     - 20010922 GOOD             USPSQD
 BX1337  HISTORY     - 20060610 GOOD             USPSQD
 BX1337
 BX1337                          STATION DESCRIPTION
 BX1337
 BX1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1337'3.55 MI NW FROM MONTGOMERY.
 BX1337'ABOUT 3.55 MILES NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE
 BX1337'INTERSECTION OF U. S. HIGHWAY 71 SECTION 31, T 9 N, R 5 W, 0.25 MILE
 BX1337'NORTHWEST OF THE GRANT-WINN PARISH LINE, 31 1/2 FEET NORTHEAST OF THE
 BX1337'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 BX1337'NORTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT THAT IS DATED 1956
 BX1337'AND IS UNDER THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX1337
 BX1337                          STATION RECOVERY (2001)
 BX1337
 BX1337'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1337'RECOVERED IN GOOD CONDITION.
 BX1337
 BX1337                          STATION RECOVERY (2006)
 BX1337
 BX1337'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 BX1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1851 ***********************************************************************
 BX1851  DESIGNATION -  W 264
 BX1851  PID         -  BX1851
 BX1851  STATE/COUNTY-  LA/NATCHITOCHES
 BX1851  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1851
 BX1851                         *CURRENT SURVEY CONTROL
 BX1851  ___________________________________________________________________
 BX1851* NAD 83(1986)-  31 47 16.     (N)    093 00 17.     (W)     SCALED    
 BX1851* NAVD 88     -        33.91   (+/-2cm)     111.3    (feet)  VERTCON   
 BX1851  ___________________________________________________________________
 BX1851  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BX1851
 BX1851  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1851
 BX1851.The horizontal coordinates were scaled from a topographic map and have
 BX1851.an estimated accuracy of +/- 6 seconds.
 BX1851
 BX1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1851.The vertical order pertains to the NGVD 29 superseded value.
 BX1851
 BX1851.The geoid height was determined by GEOID03.
 BX1851
 BX1851;                    North         East    Units  Estimated Accuracy
 BX1851;SPC LA N     -   142,890.      952,200.      MT  (+/- 180 meters Scaled)
 BX1851
 BX1851                          SUPERSEDED SURVEY CONTROL
 BX1851
 BX1851  NGVD 29 (??/??/??)   33.944  (m)          111.36   (f) ADJUSTED    1 1
 BX1851
 BX1851.Superseded values are not recommended for survey control.
 BX1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1851.See file dsdata.txt to determine how the superseded data were derived.
 BX1851
 BX1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR995169(NAD 83)
 BX1851_MARKER: DB = BENCH MARK DISK
 BX1851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1851_SP_SET: CULVERT
 BX1851_STAMPING: W 264 1969
 BX1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1851
 BX1851  HISTORY     - Date     Condition        Report By
 BX1851  HISTORY     - 1969     MONUMENTED       CGS
 BX1851  HISTORY     - 1987     GOOD             USPSQD
 BX1851  HISTORY     - 19950506 GOOD             USPSQD
 BX1851  HISTORY     - 20010922 GOOD             USPSQD
 BX1851  HISTORY     - 20060610 POOR             USPSQD
 BX1851
 BX1851                          STATION DESCRIPTION
 BX1851
 BX1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1851'2.7 MI SE FROM CLARENCE.
 BX1851'ABOUT 2.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE JUNCTION OF
 BX1851'U. S. HIGHWAYS 71 AND 84 AT CLARENCE, 22 FEET SOUTHWEST OF THE CENTER
 BX1851'LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST
 BX1851'CONCRETE HEADWALL OF A CONCRETE CULVERT WHICH IS DATED 1956 AND IS
 BX1851'UNDER THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.  IN SECTION 5, T 9 N,
 BX1851'R 6 W.
 BX1851
 BX1851                          STATION RECOVERY (1987)
 BX1851
 BX1851'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1851'RECOVERED IN GOOD CONDITION.
 BX1851
 BX1851                          STATION RECOVERY (1995)
 BX1851
 BX1851'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1851'RECOVERED IN GOOD CONDITION.
 BX1851
 BX1851                          STATION RECOVERY (2001)
 BX1851
 BX1851'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX1851'RECOVERED IN GOOD CONDITION.
 BX1851
 BX1851                          STATION RECOVERY (2006)
 BX1851
 BX1851'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1851'MARK IS COVERED WITH HIGHWAY ASPHALT THAT WAS NOT ABLE TO BE REMOVED.
 BX1851'METAL DETECTOR CONFIRMED PRESENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1094 ***********************************************************************
 BK1094  DESIGNATION -  W 265
 BK1094  PID         -  BK1094
 BK1094  STATE/COUNTY-  LA/ALLEN
 BK1094  USGS QUAD   -  PINE CHAPEL (1993)
 BK1094
 BK1094                         *CURRENT SURVEY CONTROL
 BK1094  ___________________________________________________________________
 BK1094* NAD 83(1986)-  30 37 46.     (N)    092 45 27.     (W)     SCALED    
 BK1094* NAVD 88     -        21.142  (meters)      69.36   (feet)  ADJUSTED  
 BK1094  ___________________________________________________________________
 BK1094  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK1094  DYNAMIC HT  -          21.114 (meters)      69.27  (feet)  COMP
 BK1094  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 BK1094  OBS GRAVITY -     979,356.2   (mgal)                       GRAV_OBS
 BK1094
 BK1094  VERT ORDER  -  FIRST     CLASS I
 BK1094
 BK1094.The horizontal coordinates were scaled from a topographic map and have
 BK1094.an estimated accuracy of +/- 6 seconds.
 BK1094
 BK1094.The orthometric height was determined by differential leveling
 BK1094.and adjusted by the National Geodetic Survey in February 1994..
 BK1094
 BK1094.The geoid height was determined by GEOID03.
 BK1094
 BK1094.The dynamic height is computed by dividing the NAVD 88
 BK1094.geopotential number by the normal gravity value computed on the
 BK1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1094.degrees latitude (g = 980.6199 gals.).
 BK1094
 BK1094.The modeled gravity was interpolated from observed gravity values.
 BK1094.The observed gravity was obtained from relative gravimeter ties
 BK1094.to the IGSN71 gravity network.
 BK1094
 BK1094;                    North         East    Units  Estimated Accuracy
 BK1094;SPC LA S     -   236,890.      863,470.      MT  (+/- 180 meters Scaled)
 BK1094
 BK1094                          SUPERSEDED SURVEY CONTROL
 BK1094
 BK1094  NAVD 88 (06/15/91)   21.130  (m)           69.32   (f) UNKNOWN     1 1
 BK1094  NGVD 29 (??/??/??)   21.113  (m)           69.27   (f) ADJUSTED    1 1
 BK1094
 BK1094.Superseded values are not recommended for survey control.
 BK1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1094.See file dsdata.txt to determine how the superseded data were derived.
 BK1094
 BK1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP232885(NAD 83)
 BK1094_MARKER: DB = BENCH MARK DISK
 BK1094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1094_SP_SET: 47 1/2 FEET
 BK1094_STAMPING: W 265 1969
 BK1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1094
 BK1094  HISTORY     - Date     Condition        Report By
 BK1094  HISTORY     - 1969     MONUMENTED       CGS
 BK1094  HISTORY     - 1970     GOOD             NGS
 BK1094
 BK1094                          STATION DESCRIPTION
 BK1094
 BK1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1094'0.7 MI NE FROM OBERLIN.
 BK1094'ABOUT 0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1094'STATION AT OBERLIN, 161 FEET NORTHWEST OF THE NORTHWEST RAIL, 77 FEET
 BK1094'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 165, 22 FEET NORTH OF THE
 BK1094'MOST NORTHEASTERLY OF 3 POWER POLES, 3 1/2 FEET NORTHWEST OF A METAL
 BK1094'CORNER FENCE POST FOR A FENCE WHICH SURROUNDS A SUB-STATION OF THE
 BK1094'CENTRAL LOUISIANA ELECTRIC COMPANY, 1 FOOT NORTHEAST OF THE FENCE,
 BK1094'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 BK1094'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 47 1/2 FEET
 BK1094'AND IS ENCASED IN A 4-INCH IRON PIPE WHICH IS 1 INCH BELOW THE SURFACE
 BK1094'OF THE GROUND.  SECTION 10, T 5S, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2203 ***********************************************************************
 BX2203  DESIGNATION -  W 27
 BX2203  PID         -  BX2203
 BX2203  STATE/COUNTY-  LA/SABINE
 BX2203  USGS QUAD   -  ZWOLLE (1995)
 BX2203
 BX2203                         *CURRENT SURVEY CONTROL
 BX2203  ___________________________________________________________________
 BX2203* NAD 83(1986)-  31 44 43.     (N)    093 41 55.     (W)     SCALED    
 BX2203* NAVD 88     -        57.59   (+/-2cm)     188.9    (feet)  VERTCON   
 BX2203  ___________________________________________________________________
 BX2203  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BX2203
 BX2203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2203
 BX2203.The horizontal coordinates were scaled from a topographic map and have
 BX2203.an estimated accuracy of +/- 6 seconds.
 BX2203
 BX2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2203.The vertical order pertains to the NGVD 29 superseded value.
 BX2203
 BX2203.The geoid height was determined by GEOID03.
 BX2203
 BX2203;                    North         East    Units  Estimated Accuracy
 BX2203;SPC LA N     -   138,700.      886,440.      MT  (+/- 180 meters Scaled)
 BX2203
 BX2203                          SUPERSEDED SURVEY CONTROL
 BX2203
 BX2203  NGVD 29 (??/??/??)   57.676  (m)          189.23   (f) ADJUSTED    2 0
 BX2203
 BX2203.Superseded values are not recommended for survey control.
 BX2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2203.See file dsdata.txt to determine how the superseded data were derived.
 BX2203
 BX2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR338124(NAD 83)
 BX2203_MARKER: DB = BENCH MARK DISK
 BX2203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2203_SP_SET: BOILER BASE
 BX2203_STAMPING: W 27 1935
 BX2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2203
 BX2203  HISTORY     - Date     Condition        Report By
 BX2203  HISTORY     - 1935     MONUMENTED       CGS
 BX2203  HISTORY     - 20010331 GOOD             NGS
 BX2203
 BX2203                          STATION DESCRIPTION
 BX2203
 BX2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2203'2.6 MI S FROM CONVERSE.
 BX2203'2.6 MILES SOUTH ALONG THE KANSAS CITY SOUTERN RAILWAY FROM CONVERSE,
 BX2203'SABINE PARISH, ABOUT 100 FEET NORTH OF THE NORTH END OF BRIDGE 613 A,
 BX2203'33 FEET EAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF AN
 BX2203'ABONDONED CONCRETE BOILER BASE.  A STANDARD DISK, STAMPED W 27 1935.
 BX2203
 BX2203                          STATION RECOVERY (2001)
 BX2203
 BX2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2186 ***********************************************************************
 CQ2186  DESIGNATION -  W 270
 CQ2186  PID         -  CQ2186
 CQ2186  STATE/COUNTY-  LA/CADDO
 CQ2186  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2186
 CQ2186                         *CURRENT SURVEY CONTROL
 CQ2186  ___________________________________________________________________
 CQ2186* NAD 83(1986)-  32 30 37.     (N)    093 44 58.     (W)     SCALED    
 CQ2186* NAVD 88     -        58.572  (meters)     192.16   (feet)  ADJUSTED  
 CQ2186  ___________________________________________________________________
 CQ2186  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2186  DYNAMIC HT  -          58.506 (meters)     191.95  (feet)  COMP
 CQ2186  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CQ2186  OBS GRAVITY -     979,512.6   (mgal)                       GRAV_OBS
 CQ2186
 CQ2186  VERT ORDER  -  FIRST     CLASS II
 CQ2186
 CQ2186.The horizontal coordinates were scaled from a topographic map and have
 CQ2186.an estimated accuracy of +/- 6 seconds.
 CQ2186
 CQ2186.The orthometric height was determined by differential leveling
 CQ2186.and adjusted by the National Geodetic Survey in June 1991..
 CQ2186
 CQ2186.The geoid height was determined by GEOID03.
 CQ2186
 CQ2186.The dynamic height is computed by dividing the NAVD 88
 CQ2186.geopotential number by the normal gravity value computed on the
 CQ2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2186.degrees latitude (g = 980.6199 gals.).
 CQ2186
 CQ2186.The modeled gravity was interpolated from observed gravity values.
 CQ2186.The observed gravity was obtained from relative gravimeter ties
 CQ2186.to the IGSN71 gravity network.
 CQ2186
 CQ2186;                    North         East    Units  Estimated Accuracy
 CQ2186;SPC LA N     -   223,570.      882,600.      MT  (+/- 180 meters Scaled)
 CQ2186
 CQ2186                          SUPERSEDED SURVEY CONTROL
 CQ2186
 CQ2186  NGVD 29 (??/??/??)   58.642  (m)          192.39   (f) ADJUSTED    1 2
 CQ2186
 CQ2186.Superseded values are not recommended for survey control.
 CQ2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2186.See file dsdata.txt to determine how the superseded data were derived.
 CQ2186
 CQ2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR296972(NAD 83)
 CQ2186_MARKER: DB = BENCH MARK DISK
 CQ2186_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CQ2186_SP_SET: FOUNDATION
 CQ2186_STAMPING: W 270 1979
 CQ2186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2186+STABILITY: POSITION/ELEVATION WELL
 CQ2186
 CQ2186  HISTORY     - Date     Condition        Report By
 CQ2186  HISTORY     - 1979     MONUMENTED       NGS
 CQ2186  HISTORY     - 19950429 GOOD             USPSQD
 CQ2186  HISTORY     - 19990206 GOOD             USPSQD
 CQ2186
 CQ2186                          STATION DESCRIPTION
 CQ2186
 CQ2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2186'IN SHREVEPORT.
 CQ2186'IN SHREVEPORT, AT THE INTERSECTION OF MCNEIL STREET AND CROCKETT
 CQ2186'STREET, IN THE TOP OF THE FOUNDATION OF THE MAIN DOOR OF THE SOUTH
 CQ2186'CENTRAL BELL TELEPHONE BUILDING, 64.0 FT. SOUTHWEST OF THE SOUTHWEST
 CQ2186'CURB OF MCNEIL STREET, 11.5 FT. NORTHWEST OF THE NORTHWEST CURB
 CQ2186'OF CROCKETT STREET, 3.5 FT. NORTHEAST OF THE CENTER OF THE MAIN
 CQ2186'DOORS OF THE BUILDING, 49.0 FT. SOUTHWEST OF THE NORTHEAST CORNER
 CQ2186'OF THE BUILDING.
 CQ2186'THE MARK IS 1 FT ABOVE CROCKETT STREET.
 CQ2186
 CQ2186                          STATION RECOVERY (1995)
 CQ2186
 CQ2186'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2186'RECOVERED IN GOOD CONDITION.
 CQ2186
 CQ2186                          STATION RECOVERY (1999)
 CQ2186
 CQ2186'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1992 ***********************************************************************
 BX1992  DESIGNATION -  W 28
 BX1992  PID         -  BX1992
 BX1992  STATE/COUNTY-  LA/VERNON
 BX1992  USGS QUAD   -  LEESVILLE (1994)
 BX1992
 BX1992                         *CURRENT SURVEY CONTROL
 BX1992  ___________________________________________________________________
 BX1992* NAD 83(1986)-  31 11 48.     (N)    093 18 27.     (W)     SCALED    
 BX1992* NAVD 88     -        88.50   (+/-2cm)     290.4    (feet)  VERTCON   
 BX1992  ___________________________________________________________________
 BX1992  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BX1992
 BX1992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1992
 BX1992.The horizontal coordinates were scaled from a topographic map and have
 BX1992.an estimated accuracy of +/- 6 seconds.
 BX1992
 BX1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1992.The vertical order pertains to the NGVD 29 superseded value.
 BX1992
 BX1992.The geoid height was determined by GEOID03.
 BX1992
 BX1992;                    North         East    Units  Estimated Accuracy
 BX1992;SPC LA N     -    77,530.      923,040.      MT  (+/- 180 meters Scaled)
 BX1992
 BX1992                          SUPERSEDED SURVEY CONTROL
 BX1992
 BX1992  NGVD 29 (??/??/??)   88.599  (m)          290.68   (f) ADJUSTED    2 0
 BX1992
 BX1992.Superseded values are not recommended for survey control.
 BX1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1992.See file dsdata.txt to determine how the superseded data were derived.
 BX1992
 BX1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ707514(NAD 83)
 BX1992_MARKER: DB = BENCH MARK DISK
 BX1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1992_STAMPING: W 28 1935
 BX1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1992+STABILITY: SURFACE MOTION
 BX1992
 BX1992  HISTORY     - Date     Condition        Report By
 BX1992  HISTORY     - 1935     MONUMENTED       CGS
 BX1992  HISTORY     - 1938     GOOD             CGS
 BX1992  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1992
 BX1992                          STATION DESCRIPTION
 BX1992
 BX1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1992'5.4 MI NW FROM LEESVILLE.
 BX1992'5.4 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1992'STATION AT LEESVILLE, VERNON PARISH, 105 FEET NORTH OF MILEPOST 663,
 BX1992'AT A ROAD CROSSING, 39 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 BX1992'30 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 BX1992'W 28 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX1992
 BX1992                          STATION RECOVERY (2001)
 BX1992
 BX1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1992'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0143 ***********************************************************************
 AT0143  DESIGNATION -  W 280
 AT0143  PID         -  AT0143
 AT0143  STATE/COUNTY-  LA/PLAQUEMINES
 AT0143  USGS QUAD   -  DIXON BAY (1971)
 AT0143
 AT0143                         *CURRENT SURVEY CONTROL
 AT0143  ___________________________________________________________________
 AT0143* NAD 83(1986)-  29 03 54.     (N)    089 18 03.     (W)     SCALED    
 AT0143* NAVD 88     -         0.506  (meters)       1.66   (feet)  READJUSTED
 AT0143  ___________________________________________________________________
 AT0143  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AT0143  DYNAMIC HT  -           0.510 (meters)       1.67  (feet)  COMP
 AT0143  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 AT0143
 AT0143  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0143
 AT0143.The horizontal coordinates were scaled from a topographic map and have
 AT0143.an estimated accuracy of +/- 6 seconds.
 AT0143
 AT0143.The orthometric height was determined by differential leveling
 AT0143.and adjusted by the National Geodetic Survey in February 1994..
 AT0143.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0143.distribution rate of 0.0 thru 1.0 mm/km.
 AT0143.The height was derived from older observations constrained to new
 AT0143.heights in a crustal motion area.  The height is approximate in
 AT0143.relation to other heights in its vicinity.
 AT0143
 AT0143.The geoid height was determined by GEOID03.
 AT0143
 AT0143.The dynamic height is computed by dividing the NAVD 88
 AT0143.geopotential number by the normal gravity value computed on the
 AT0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0143.degrees latitude (g = 980.6199 gals.).
 AT0143
 AT0143.The modeled gravity was interpolated from observed gravity values.
 AT0143
 AT0143;                    North         East    Units  Estimated Accuracy
 AT0143;SPC LA S     -    64,390.    1,197,920.      MT  (+/- 180 meters Scaled)
 AT0143
 AT0143                          SUPERSEDED SURVEY CONTROL
 AT0143
 AT0143  NGVD 29 (??/??/??)    0.586  (m)            1.92   (f) ADJUSTED    1 1
 AT0143
 AT0143.Superseded values are not recommended for survey control.
 AT0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0143.See file dsdata.txt to determine how the superseded data were derived.
 AT0143
 AT0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT760173(NAD 83)
 AT0143_MARKER: DB = BENCH MARK DISK
 AT0143_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0143_SP_SET: 96 FEET
 AT0143_STAMPING: W 280 1971
 AT0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0143
 AT0143  HISTORY     - Date     Condition        Report By
 AT0143  HISTORY     - 1971     MONUMENTED       NGS
 AT0143
 AT0143                          STATION DESCRIPTION
 AT0143
 AT0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0143'8.8 MI SW FROM PILOTTOWN.
 AT0143'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0143'LOOKOUT TOWER AT PILOTTOWN, THENCE 6.3 MILES SOUTHWEST ALONG THE
 AT0143'SOUTHEAST BANK OF SOUTHWEST PASS, ABOUT 100 YARDS SOUTHEAST OF A
 AT0143'CHANNEL LIGHT MARKER WITH THE NUMBER 22, 56 YARDS SOUTHEAST OF THE
 AT0143'SOUTHEAST BANK OF THE PASS, ABOUT 0.7 MILE NORTHEAST OF A LARGE
 AT0143'STORAGE TANK BATTERY, AND IS A DISK ON THE TOP OF A COPPER COATED
 AT0143'STEEL ROD PROJECTING 18 INCHES ABOVE THE LEVEL OF THE GROUND AND
 AT0143'SURROUNDED BY 3 WOODEN CREOSOTED POST, ENCASED IN A 4 INCH PLASTIC
 AT0143'PIPE WHICH PROJECTS 18 INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD
 AT0143'WAS DRIVEN TO A DEPTH OF 96 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0144 ***********************************************************************
 AT0144  DESIGNATION -  W 280 USE RESET 1976
 AT0144  PID         -  AT0144
 AT0144  STATE/COUNTY-  LA/PLAQUEMINES
 AT0144  USGS QUAD   -  DIXON BAY (1971)
 AT0144
 AT0144                         *CURRENT SURVEY CONTROL
 AT0144  ___________________________________________________________________
 AT0144* NAD 83(1986)-  29 03 45.     (N)    089 18 11.     (W)     SCALED    
 AT0144* NAVD 88     -         1.98   (+/-2cm)       6.5    (feet)  VERTCON   
 AT0144  ___________________________________________________________________
 AT0144  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AT0144
 AT0144  VERT ORDER  -  THIRD (See Below)
 AT0144
 AT0144.The horizontal coordinates were scaled from a topographic map and have
 AT0144.an estimated accuracy of +/- 6 seconds.
 AT0144
 AT0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0144.The vertical order pertains to the NGVD 29 superseded value.
 AT0144
 AT0144.The geoid height was determined by GEOID03.
 AT0144
 AT0144;                    North         East    Units  Estimated Accuracy
 AT0144;SPC LA S     -    64,100.    1,197,710.      MT  (+/- 180 meters Scaled)
 AT0144
 AT0144                          SUPERSEDED SURVEY CONTROL
 AT0144
 AT0144  NGVD 29 (??/??/??)    2.06   (m)            6.8    (f) RESET       3  
 AT0144
 AT0144.Superseded values are not recommended for survey control.
 AT0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0144.See file dsdata.txt to determine how the superseded data were derived.
 AT0144
 AT0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT757171(NAD 83)
 AT0144_MARKER: DB = BENCH MARK DISK
 AT0144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0144_SP_SET: 62 FEET
 AT0144_STAMPING: W 280 RESET 1976
 AT0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0144
 AT0144  HISTORY     - Date     Condition        Report By
 AT0144  HISTORY     - 1976     MONUMENTED       USE
 AT0144  HISTORY     - 1976     GOOD             NGS
 AT0144
 AT0144                          STATION DESCRIPTION
 AT0144
 AT0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0144'9.0 MI SW FROM PILOTTOWN.
 AT0144'LOCATED 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0144'LOOKOUT TOWER AT PILOTTOWN, THENCE 6.5 MILES SOUTHWEST ALONG SOUTHWEST
 AT0144'PASS TO TOWER NO. 12 ON THE LEFT.  IT IS IN THE CENTER OF THE TOWER 60
 AT0144'FEET LAND SIDE FROM THE EAST BANK OF THE SOUTHWEST PASS, AND 50 FEET
 AT0144'LANDSIDE OF A RETAINING DIKE.  IT IS A NGS DISK BRAZED ON A COPPER
 AT0144'WELD ROD DRIVEN TO THE DEPTH OF 62 FEET, ENCASED IN A 4-INCH PLASTIC
 AT0144'PIPE PROJECTING 3 FEET.  BENCH MARK W 280 1971 WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0222 ***********************************************************************
 BJ0222  DESIGNATION -  W 282
 BJ0222  PID         -  BJ0222
 BJ0222  STATE/COUNTY-  LA/ST LANDRY
 BJ0222  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0222
 BJ0222                         *CURRENT SURVEY CONTROL
 BJ0222  ___________________________________________________________________
 BJ0222* NAD 83(1986)-  30 39 04.     (N)    091 45 07.     (W)     SCALED    
 BJ0222* NAVD 88     -         8.746  (meters)      28.69   (feet)  ADJUSTED  
 BJ0222  ___________________________________________________________________
 BJ0222  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BJ0222  DYNAMIC HT  -           8.734 (meters)      28.65  (feet)  COMP
 BJ0222  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 BJ0222
 BJ0222  VERT ORDER  -  FIRST     CLASS I
 BJ0222
 BJ0222.The horizontal coordinates were scaled from a topographic map and have
 BJ0222.an estimated accuracy of +/- 6 seconds.
 BJ0222
 BJ0222.The orthometric height was determined by differential leveling
 BJ0222.and adjusted by the National Geodetic Survey in February 1994..
 BJ0222
 BJ0222.The geoid height was determined by GEOID03.
 BJ0222
 BJ0222.The dynamic height is computed by dividing the NAVD 88
 BJ0222.geopotential number by the normal gravity value computed on the
 BJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0222.degrees latitude (g = 980.6199 gals.).
 BJ0222
 BJ0222.The modeled gravity was interpolated from observed gravity values.
 BJ0222
 BJ0222;                    North         East    Units  Estimated Accuracy
 BJ0222;SPC LA S     -   238,520.      959,880.      MT  (+/- 180 meters Scaled)
 BJ0222
 BJ0222                          SUPERSEDED SURVEY CONTROL
 BJ0222
 BJ0222  NAVD 88 (06/15/91)    8.788  (m)           28.83   (f) UNKNOWN     1 1
 BJ0222  NGVD 29 (??/??/??)    8.754  (m)           28.72   (f) ADJUSTED    1 1
 BJ0222
 BJ0222.Superseded values are not recommended for survey control.
 BJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0222.See file dsdata.txt to determine how the superseded data were derived.
 BJ0222
 BJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP195916(NAD 83)
 BJ0222_MARKER: DB = BENCH MARK DISK
 BJ0222_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0222+WITH SETTING: INTO GROUND
 BJ0222_SP_SET: METAL ROD WITH BASE PLATE
 BJ0222_STAMPING: W 282 1976
 BJ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0222+STABILITY: SURFACE MOTION
 BJ0222
 BJ0222  HISTORY     - Date     Condition        Report By
 BJ0222  HISTORY     - 1976     MONUMENTED       NGS
 BJ0222
 BJ0222                          STATION DESCRIPTION
 BJ0222
 BJ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0222'3.0 MI SOUTH FROM MELVILLE.
 BJ0222'3.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE JUNCTION OF STATE
 BJ0222'HIGHWAY 10, ACROSS THE HIGHWAY FROM HIGHWAY MILE POST 8,44.7 FT WEST
 BJ0222'OF THE CENTER LINE HIGHWAY, 22.5 FT SOUTH OF THE CENTER OF METAL GATE,
 BJ0222'16.7 FT NORTH OF AND ACROSS THE HIGHWAY FROM A POWER LINE POLE, 17.3
 BJ0222'FT SOUTHWEST OF THE SOUTHWEST END OF A 24 INCH METAL PIPE CULVERT
 BJ0222'UNDER A PRIVATE ROAD LEADING TO A FIELD, 1.0 FT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0455 ***********************************************************************
 BJ0455  DESIGNATION -  W 283
 BJ0455  PID         -  BJ0455
 BJ0455  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0455  USGS QUAD   -  PORT HUDSON (1994)
 BJ0455
 BJ0455                         *CURRENT SURVEY CONTROL
 BJ0455  ___________________________________________________________________
 BJ0455* NAD 83(1986)-  30 44 38.     (N)    091 15 24.     (W)     SCALED    
 BJ0455* NAVD 88     -        35.566  (meters)     116.69   (feet)  ADJUSTED  
 BJ0455  ___________________________________________________________________
 BJ0455  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0455  DYNAMIC HT  -          35.520 (meters)     116.54  (feet)  COMP
 BJ0455  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 BJ0455
 BJ0455  VERT ORDER  -  FIRST     CLASS I
 BJ0455
 BJ0455.The horizontal coordinates were scaled from a topographic map and have
 BJ0455.an estimated accuracy of +/- 6 seconds.
 BJ0455
 BJ0455.The orthometric height was determined by differential leveling
 BJ0455.and adjusted by the National Geodetic Survey in February 1994..
 BJ0455
 BJ0455.The geoid height was determined by GEOID03.
 BJ0455
 BJ0455.The dynamic height is computed by dividing the NAVD 88
 BJ0455.geopotential number by the normal gravity value computed on the
 BJ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0455.degrees latitude (g = 980.6199 gals.).
 BJ0455
 BJ0455.The modeled gravity was interpolated from observed gravity values.
 BJ0455
 BJ0455;                    North         East    Units  Estimated Accuracy
 BJ0455;SPC LA S     -   248,730.    1,007,340.      MT  (+/- 180 meters Scaled)
 BJ0455
 BJ0455                          SUPERSEDED SURVEY CONTROL
 BJ0455
 BJ0455  NGVD 29 (??/??/??)   35.553  (m)          116.64   (f) ADJUSTED    1 1
 BJ0455
 BJ0455.Superseded values are not recommended for survey control.
 BJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0455.See file dsdata.txt to determine how the superseded data were derived.
 BJ0455
 BJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ668025(NAD 83)
 BJ0455_MARKER: DB = BENCH MARK DISK
 BJ0455_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0455+WITH SETTING: INTO GROUND
 BJ0455_SP_SET: METAL ROD WITH BASE PLATE
 BJ0455_STAMPING: W 283 1976
 BJ0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0455+STABILITY: SURFACE MOTION
 BJ0455
 BJ0455  HISTORY     - Date     Condition        Report By
 BJ0455  HISTORY     - 1976     MONUMENTED       NGS
 BJ0455
 BJ0455                          STATION DESCRIPTION
 BJ0455
 BJ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0455'7.6 MI WEST FROM SLAUGHTER.
 BJ0455'5.05 MILES WEST ALONG STATE HIGHWAY 412 FROM THE POST OFFICE AT
 BJ0455'SLAUGHTER, THENCE 2.55 MILES WEST ALONG STATE HIGHWAY 964 AT THE
 BJ0455'JUNCTION OF A FIELD ENTRANCE ROAD LEADING NORTH, 116 FT EAST OF A
 BJ0455'POWER LINE POLE, 33 FT NORTH OF THE CENTER LINE OF THE HIGHWAY 15 FT
 BJ0455'WEST OF THE CENTER LINE OF THE ROAD, 2 FT NORTH OF A FENCE
 BJ0455'CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0503 ***********************************************************************
 BJ0503  DESIGNATION -  W 284
 BJ0503  PID         -  BJ0503
 BJ0503  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0503  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0503
 BJ0503                         *CURRENT SURVEY CONTROL
 BJ0503  ___________________________________________________________________
 BJ0503* NAD 83(1986)-  30 32 15.     (N)    091 10 41.     (W)     SCALED    
 BJ0503* NAVD 88     -        20.649  (meters)      67.75   (feet)  ADJUSTED  
 BJ0503  ___________________________________________________________________
 BJ0503  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0503  DYNAMIC HT  -          20.622 (meters)      67.66  (feet)  COMP
 BJ0503  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BJ0503
 BJ0503  VERT ORDER  -  FIRST     CLASS I
 BJ0503
 BJ0503.The horizontal coordinates were scaled from a topographic map and have
 BJ0503.an estimated accuracy of +/- 6 seconds.
 BJ0503
 BJ0503.The orthometric height was determined by differential leveling
 BJ0503.and adjusted by the National Geodetic Survey in February 1994..
 BJ0503
 BJ0503.The geoid height was determined by GEOID03.
 BJ0503
 BJ0503.The dynamic height is computed by dividing the NAVD 88
 BJ0503.geopotential number by the normal gravity value computed on the
 BJ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0503.degrees latitude (g = 980.6199 gals.).
 BJ0503
 BJ0503.The modeled gravity was interpolated from observed gravity values.
 BJ0503
 BJ0503;                    North         East    Units  Estimated Accuracy
 BJ0503;SPC LA S     -   225,860.    1,014,900.      MT  (+/- 180 meters Scaled)
 BJ0503
 BJ0503                          SUPERSEDED SURVEY CONTROL
 BJ0503
 BJ0503  NGVD 29 (??/??/??)   20.648  (m)           67.74   (f) ADJUSTED    1 1
 BJ0503
 BJ0503.Superseded values are not recommended for survey control.
 BJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0503.See file dsdata.txt to determine how the superseded data were derived.
 BJ0503
 BJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP747797(NAD 83)
 BJ0503_MARKER: DB = BENCH MARK DISK
 BJ0503_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0503_SP_SET: FOOTING
 BJ0503_STAMPING: W 284 1976
 BJ0503_MARK LOGO: NGS   
 BJ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0503+STABILITY: SURFACE MOTION
 BJ0503
 BJ0503  HISTORY     - Date     Condition        Report By
 BJ0503  HISTORY     - 1976     MONUMENTED       NGS
 BJ0503  HISTORY     - 1987     GOOD             LA-033
 BJ0503
 BJ0503                          STATION DESCRIPTION
 BJ0503
 BJ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0503'0.25 MI NORTH FROM SCOTLANDVILLE.
 BJ0503'0.25 MILE NORTH ALONG STATE HIGHWAY 19 (SCOTLAND AVENUE) FROM
 BJ0503'SCOTLANDVILLE SENIOR HIGH SCHOOL AT SCOTLANDVILLE, AT THE
 BJ0503'JUNCTION OF STATE HWY 19 (SCOTLAND AVE) AND PROGRESS ROAD, 74.5 FT
 BJ0503'SOUTH OF THE CENTER LINE OF THE ROAD, 43.5 FT WEST OF THE CENTER
 BJ0503'LINE OF THE HIGHWAY, 14.4 FT EAST OF THE EAST RAIL OF THE ILLINOIS
 BJ0503'CENTRAL RAILROAD TRACK, IN THE TOP WEST SIDE OF A LARGE CONCRETE
 BJ0503'FOUNDATION OF A LARGE METAL POWER LINE POLE, 0.4 FT WEST OF THE
 BJ0503'WEST EDGE OF THE POLE
 BJ0503
 BJ0503                          STATION RECOVERY (1987)
 BJ0503
 BJ0503'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0503'RECOVERED IN GOOD CONDITION WITH THE ADDITION OF
 BJ0503'THE MARK IS 1.27 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0184 ***********************************************************************
 BJ0184  DESIGNATION -  W 284 X
 BJ0184  PID         -  BJ0184
 BJ0184  STATE/COUNTY-  LA/AVOYELLES
 BJ0184  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0184
 BJ0184                         *CURRENT SURVEY CONTROL
 BJ0184  ___________________________________________________________________
 BJ0184* NAD 83(1986)-  30 52 00.     (N)    091 49 15.     (W)     SCALED    
 BJ0184* NAVD 88     -        12.027  (meters)      39.46   (feet)  ADJUSTED  
 BJ0184  ___________________________________________________________________
 BJ0184  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0184  DYNAMIC HT  -          12.011 (meters)      39.41  (feet)  COMP
 BJ0184  MODELED GRAV-     979,377.0   (mgal)                       NAVD 88
 BJ0184
 BJ0184  VERT ORDER  -  FIRST     CLASS I
 BJ0184
 BJ0184.The horizontal coordinates were scaled from a topographic map and have
 BJ0184.an estimated accuracy of +/- 6 seconds.
 BJ0184
 BJ0184.The orthometric height was determined by differential leveling
 BJ0184.and adjusted by the National Geodetic Survey in February 1994..
 BJ0184
 BJ0184.The geoid height was determined by GEOID03.
 BJ0184
 BJ0184.The dynamic height is computed by dividing the NAVD 88
 BJ0184.geopotential number by the normal gravity value computed on the
 BJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0184.degrees latitude (g = 980.6199 gals.).
 BJ0184
 BJ0184.The modeled gravity was interpolated from observed gravity values.
 BJ0184
 BJ0184;                    North         East    Units  Estimated Accuracy
 BJ0184;SPC LA N     -    40,860.    1,064,960.      MT  (+/- 180 meters Scaled)
 BJ0184
 BJ0184                          SUPERSEDED SURVEY CONTROL
 BJ0184
 BJ0184  NAVD 88 (06/15/91)   12.058  (m)           39.56   (f) UNKNOWN     1 1
 BJ0184  NGVD 29 (??/??/??)   12.014  (m)           39.42   (f) ADJUSTED    1 1
 BJ0184
 BJ0184.Superseded values are not recommended for survey control.
 BJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0184.See file dsdata.txt to determine how the superseded data were derived.
 BJ0184
 BJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ127154(NAD 83)
 BJ0184_MARKER: DB = BENCH MARK DISK
 BJ0184_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0184+WITH SETTING: INTO GROUND
 BJ0184_SP_SET: METAL ROD WITH BASE PLATE
 BJ0184_STAMPING: W 284 X 1976
 BJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0184+STABILITY: SURFACE MOTION
 BJ0184
 BJ0184  HISTORY     - Date     Condition        Report By
 BJ0184  HISTORY     - 1976     MONUMENTED       NGS
 BJ0184
 BJ0184                          STATION DESCRIPTION
 BJ0184
 BJ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0184'7.95 MI SOUTH FROM SIMMESPORT.
 BJ0184'7.95 MILES SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0184'SCHOOL, 40 FT SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18.5 FT
 BJ0184'EAST OF THE NORTHEAST END OF AN 18 INCH CONCRETE CULVERT RUNNING UNDER
 BJ0184'A PRIVATE SIDE ROAD, 0.7 FT NORTHWEST OF A FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0887 ***********************************************************************
 BJ0887  DESIGNATION -  W 286
 BJ0887  PID         -  BJ0887
 BJ0887  STATE/COUNTY-  LA/LIVINGSTON
 BJ0887  USGS QUAD   -  WALKER (1991)
 BJ0887
 BJ0887                         *CURRENT SURVEY CONTROL
 BJ0887  ___________________________________________________________________
 BJ0887* NAD 83(1986)-  30 29 22.     (N)    090 51 48.     (W)     SCALED    
 BJ0887* NAVD 88     -        14.219  (meters)      46.65   (feet)  ADJUSTED  
 BJ0887  ___________________________________________________________________
 BJ0887  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ0887  DYNAMIC HT  -          14.201 (meters)      46.59  (feet)  COMP
 BJ0887  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ0887
 BJ0887  VERT ORDER  -  FIRST     CLASS I
 BJ0887
 BJ0887.The horizontal coordinates were scaled from a topographic map and have
 BJ0887.an estimated accuracy of +/- 6 seconds.
 BJ0887
 BJ0887.The orthometric height was determined by differential leveling
 BJ0887.and adjusted by the National Geodetic Survey in February 1994..
 BJ0887
 BJ0887.The geoid height was determined by GEOID03.
 BJ0887
 BJ0887.The dynamic height is computed by dividing the NAVD 88
 BJ0887.geopotential number by the normal gravity value computed on the
 BJ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0887.degrees latitude (g = 980.6199 gals.).
 BJ0887
 BJ0887.The modeled gravity was interpolated from observed gravity values.
 BJ0887
 BJ0887;                    North         East    Units  Estimated Accuracy
 BJ0887;SPC LA S     -   220,610.    1,045,120.      MT  (+/- 180 meters Scaled)
 BJ0887
 BJ0887                          SUPERSEDED SURVEY CONTROL
 BJ0887
 BJ0887  NAVD 88 (06/15/91)   14.269  (m)           46.81   (f) UNKNOWN     1 1
 BJ0887  NGVD 29 (??/??/??)   14.242  (m)           46.73   (f) ADJUSTED    1 1
 BJ0887
 BJ0887.Superseded values are not recommended for survey control.
 BJ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0887.See file dsdata.txt to determine how the superseded data were derived.
 BJ0887
 BJ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP050749(NAD 83)
 BJ0887_MARKER: DB = BENCH MARK DISK
 BJ0887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0887_SP_SET: BUILDING
 BJ0887_STAMPING: W 286 1976
 BJ0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0887
 BJ0887  HISTORY     - Date     Condition        Report By
 BJ0887  HISTORY     - 1976     MONUMENTED       NGS
 BJ0887
 BJ0887                          STATION DESCRIPTION
 BJ0887
 BJ0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0887'IN WALKER.
 BJ0887'AT WALKER, AT THE JUNCTION OF BURGESS AVENUE (STATE HIGHWAY 1027)
 BJ0887'AND CLARA STREET, AT THE WALKER HIGH SCHOOL BUILDING, 127 FT NORTH
 BJ0887'OF THE CENTER LINE OF THE AVENUE, 119 FT EAST OF THE CENTER LINE OF
 BJ0887'THE STREET, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 BJ0887'FOUNDATION OF THE BUILDING, 48.1 FT WEST OF THE SOUTHEAST CORNER OF
 BJ0887'THE BUILDING, 9.5 FT EAST OF THE CENTER OF THE SOUTH ENTRANCE DOOR
 BJ0887'ABOUT 2 FT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0572 ***********************************************************************
 BJ0572  DESIGNATION -  W 290
 BJ0572  PID         -  BJ0572
 BJ0572  STATE/COUNTY-  LA/IBERVILLE
 BJ0572  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0572
 BJ0572                         *CURRENT SURVEY CONTROL
 BJ0572  ___________________________________________________________________
 BJ0572* NAD 83(1986)-  30 19 16.     (N)    091 13 26.     (W)     SCALED    
 BJ0572* NAVD 88     -         6.117  (meters)      20.07   (feet)  ADJUSTED  
 BJ0572  ___________________________________________________________________
 BJ0572  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0572  DYNAMIC HT  -           6.109 (meters)      20.04  (feet)  COMP
 BJ0572  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 BJ0572
 BJ0572  VERT ORDER  -  FIRST     CLASS I
 BJ0572
 BJ0572.The horizontal coordinates were scaled from a topographic map and have
 BJ0572.an estimated accuracy of +/- 6 seconds.
 BJ0572
 BJ0572.The orthometric height was determined by differential leveling
 BJ0572.and adjusted by the National Geodetic Survey in February 1994..
 BJ0572
 BJ0572.The geoid height was determined by GEOID03.
 BJ0572
 BJ0572.The dynamic height is computed by dividing the NAVD 88
 BJ0572.geopotential number by the normal gravity value computed on the
 BJ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0572.degrees latitude (g = 980.6199 gals.).
 BJ0572
 BJ0572.The modeled gravity was interpolated from observed gravity values.
 BJ0572
 BJ0572;                    North         East    Units  Estimated Accuracy
 BJ0572;SPC LA S     -   201,870.    1,010,530.      MT  (+/- 180 meters Scaled)
 BJ0572
 BJ0572                          SUPERSEDED SURVEY CONTROL
 BJ0572
 BJ0572  NGVD 29 (??/??/??)    6.122  (m)           20.09   (f) ADJUSTED    1 1
 BJ0572
 BJ0572.Superseded values are not recommended for survey control.
 BJ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0572.See file dsdata.txt to determine how the superseded data were derived.
 BJ0572
 BJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP707557(NAD 83)
 BJ0572_MARKER: DB = BENCH MARK DISK
 BJ0572_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0572+WITH SETTING: INTO GROUND
 BJ0572_SP_SET: METAL ROD WITH BASE PLATE
 BJ0572_STAMPING: W 290 1976
 BJ0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0572+STABILITY: SURFACE MOTION
 BJ0572
 BJ0572  HISTORY     - Date     Condition        Report By
 BJ0572  HISTORY     - 1976     MONUMENTED       NGS
 BJ0572
 BJ0572                          STATION DESCRIPTION
 BJ0572
 BJ0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0572'2.5 MI NORTH FROM PLAQUEMINE.
 BJ0572'2.5 MILES NORTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0572'HIGHWAY 1, 0.1 MILE SOUTHEAST OF THE JUNCTION OF BUCKLEY STREET, 40
 BJ0572'FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13 FT SOUTHEAST OF
 BJ0572'THE CENTER LINE OF A DRIVEWAY, 16.5 FT. NORTHEAST OF THE CENTER OF
 BJ0572'THE SOUTHEAST END OF A CONCRETE PIPE CULVERT, 3 FT. WEST OF A FENCE
 BJ0572'CORNER, 2.5 FT. NORTHWEST OF A POWER LINE POLE WITH A LIGHT, THE
 BJ0572'DISK IS ABOUT 0.5 FT. BELOW THE LEVEL OF THE GROUND. ACCESS IS HAD
 BJ0572'THROUGH A 4-INCH PLASTIC SCREW CAP WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0266 ***********************************************************************
 BJ0266  DESIGNATION -  W 291
 BJ0266  PID         -  BJ0266
 BJ0266  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0266  USGS QUAD   -  FORDOCHE (1969)
 BJ0266
 BJ0266                         *CURRENT SURVEY CONTROL
 BJ0266  ___________________________________________________________________
 BJ0266* NAD 83(1986)-  30 31 14.     (N)    091 35 59.     (W)     SCALED    
 BJ0266* NAVD 88     -         5.466  (meters)      17.93   (feet)  ADJUSTED  
 BJ0266  ___________________________________________________________________
 BJ0266  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0266  DYNAMIC HT  -           5.459 (meters)      17.91  (feet)  COMP
 BJ0266  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BJ0266
 BJ0266  VERT ORDER  -  FIRST     CLASS I
 BJ0266
 BJ0266.The horizontal coordinates were scaled from a topographic map and have
 BJ0266.an estimated accuracy of +/- 6 seconds.
 BJ0266
 BJ0266.The orthometric height was determined by differential leveling
 BJ0266.and adjusted by the National Geodetic Survey in February 1994..
 BJ0266
 BJ0266.The geoid height was determined by GEOID03.
 BJ0266
 BJ0266.The dynamic height is computed by dividing the NAVD 88
 BJ0266.geopotential number by the normal gravity value computed on the
 BJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0266.degrees latitude (g = 980.6199 gals.).
 BJ0266
 BJ0266.The modeled gravity was interpolated from observed gravity values.
 BJ0266
 BJ0266;                    North         East    Units  Estimated Accuracy
 BJ0266;SPC LA S     -   224,000.      974,430.      MT  (+/- 180 meters Scaled)
 BJ0266
 BJ0266                          SUPERSEDED SURVEY CONTROL
 BJ0266
 BJ0266  NGVD 29 (??/??/??)    5.483  (m)           17.99   (f) ADJUSTED    1 1
 BJ0266
 BJ0266.Superseded values are not recommended for survey control.
 BJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0266.See file dsdata.txt to determine how the superseded data were derived.
 BJ0266
 BJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP343773(NAD 83)
 BJ0266_MARKER: DB = BENCH MARK DISK
 BJ0266_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0266+WITH SETTING: INTO GROUND
 BJ0266_SP_SET: METAL ROD WITH BASE PLATE
 BJ0266_STAMPING: W 291 1976
 BJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0266+STABILITY: SURFACE MOTION
 BJ0266
 BJ0266  HISTORY     - Date     Condition        Report By
 BJ0266  HISTORY     - 1976     MONUMENTED       NGS
 BJ0266
 BJ0266                          STATION DESCRIPTION
 BJ0266
 BJ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0266'5.6 MI SOUTH FROM LOTTIE.
 BJ0266'1.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0266'HIGHWAY 81, THENCE 4.6 MILES SOUTHEAST ALONG A LEVEE ROAD, 0.25
 BJ0266'MILES SOUTHEAST OF A ROAD LEADING NORTHEAST ACROSS A BRIDGE AT THE
 BJ0266'CROSSING OF A POWER LINE, 136 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0266'ROAD, 139.6 FT NORTHEAST OF THE SOUTH CORNER OF A STEEL CATTLEGUARD,
 BJ0266'26.4 FT SOUTHEAST OF A FENCE, 27 FT SOUTH OF THE NORTHEAST END OF A
 BJ0266'GATE, 2 FT SOUTHWEST OF A POWER LINE POLE. THE DISK IS 0.5 FT BELOW
 BJ0266'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0266'4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0297 ***********************************************************************
 BJ0297  DESIGNATION -  W 292
 BJ0297  PID         -  BJ0297
 BJ0297  STATE/COUNTY-  LA/IBERVILLE
 BJ0297  USGS QUAD   -  GROSSE TETE SW (1992)
 BJ0297
 BJ0297                         *CURRENT SURVEY CONTROL
 BJ0297  ___________________________________________________________________
 BJ0297* NAD 83(1986)-  30 15 20.     (N)    091 26 26.     (W)     SCALED    
 BJ0297* NAVD 88     -         5.507  (meters)      18.07   (feet)  ADJUSTED  
 BJ0297  ___________________________________________________________________
 BJ0297  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0297  DYNAMIC HT  -           5.500 (meters)      18.04  (feet)  COMP
 BJ0297  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 BJ0297
 BJ0297  VERT ORDER  -  FIRST     CLASS I
 BJ0297
 BJ0297.The horizontal coordinates were scaled from a topographic map and have
 BJ0297.an estimated accuracy of +/- 6 seconds.
 BJ0297
 BJ0297.The orthometric height was determined by differential leveling
 BJ0297.and adjusted by the National Geodetic Survey in February 1994..
 BJ0297
 BJ0297.The geoid height was determined by GEOID03.
 BJ0297
 BJ0297.The dynamic height is computed by dividing the NAVD 88
 BJ0297.geopotential number by the normal gravity value computed on the
 BJ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0297.degrees latitude (g = 980.6199 gals.).
 BJ0297
 BJ0297.The modeled gravity was interpolated from observed gravity values.
 BJ0297
 BJ0297;                    North         East    Units  Estimated Accuracy
 BJ0297;SPC LA S     -   194,600.      989,680.      MT  (+/- 180 meters Scaled)
 BJ0297
 BJ0297                          SUPERSEDED SURVEY CONTROL
 BJ0297
 BJ0297  NGVD 29 (??/??/??)    5.533  (m)           18.15   (f) ADJUSTED    1 1
 BJ0297
 BJ0297.Superseded values are not recommended for survey control.
 BJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0297.See file dsdata.txt to determine how the superseded data were derived.
 BJ0297
 BJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP500481(NAD 83)
 BJ0297_MARKER: DB = BENCH MARK DISK
 BJ0297_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0297_SP_SET: COPPER-CLAD STEEL ROD
 BJ0297_STAMPING: W 292 1976
 BJ0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0297
 BJ0297  HISTORY     - Date     Condition        Report By
 BJ0297  HISTORY     - 1976     MONUMENTED       NGS
 BJ0297  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0297
 BJ0297                          STATION DESCRIPTION
 BJ0297
 BJ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0297'10.3 MI NW FROM BAYOU SORREL.
 BJ0297'10.3 MILES NORTHWEST ALONG AN ASPHALT AND A GRAVELED ROAD ALONG THE
 BJ0297'EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER BRIDGE,
 BJ0297'AT THE JUNCTION OF A SHORT DIRT ROAD LEADING EAST, 82 FT SOUTH OF THE
 BJ0297'CENTER LINE OF THE ROAD LEADING EAST, 52 FT EAST OF THE CENTER LINE OF
 BJ0297'THE ROAD, 1.0 FT NORTH OF A WITNESS POST. THE DISK IS 0.7 FT BELOW
 BJ0297'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0297'PLASTIC SCREW PLUG.
 BJ0297
 BJ0297                          STATION RECOVERY (1990)
 BJ0297
 BJ0297'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0919 ***********************************************************************
 BJ0919  DESIGNATION -  W 294
 BJ0919  PID         -  BJ0919
 BJ0919  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0919  USGS QUAD   -  ALBANY (1974)
 BJ0919
 BJ0919                         *CURRENT SURVEY CONTROL
 BJ0919  ___________________________________________________________________
 BJ0919* NAD 83(1986)-  30 30 15.     (N)    090 33 30.     (W)     SCALED    
 BJ0919* NAVD 88     -        10.876  (meters)      35.68   (feet)  ADJUSTED  
 BJ0919  ___________________________________________________________________
 BJ0919  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0919  DYNAMIC HT  -          10.862 (meters)      35.64  (feet)  COMP
 BJ0919  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BJ0919
 BJ0919  VERT ORDER  -  FIRST     CLASS I
 BJ0919
 BJ0919.The horizontal coordinates were scaled from a topographic map and have
 BJ0919.an estimated accuracy of +/- 6 seconds.
 BJ0919
 BJ0919.The orthometric height was determined by differential leveling
 BJ0919.and adjusted by the National Geodetic Survey in February 1994..
 BJ0919
 BJ0919.The geoid height was determined by GEOID03.
 BJ0919
 BJ0919.The dynamic height is computed by dividing the NAVD 88
 BJ0919.geopotential number by the normal gravity value computed on the
 BJ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0919.degrees latitude (g = 980.6199 gals.).
 BJ0919
 BJ0919.The modeled gravity was interpolated from observed gravity values.
 BJ0919
 BJ0919;                    North         East    Units  Estimated Accuracy
 BJ0919;SPC LA S     -   222,410.    1,074,390.      MT  (+/- 180 meters Scaled)
 BJ0919
 BJ0919                          SUPERSEDED SURVEY CONTROL
 BJ0919
 BJ0919  NAVD 88 (06/15/91)   10.915  (m)           35.81   (f) UNKNOWN     1 1
 BJ0919  NGVD 29 (??/??/??)   10.893  (m)           35.74   (f) ADJUSTED    1 1
 BJ0919
 BJ0919.Superseded values are not recommended for survey control.
 BJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0919.See file dsdata.txt to determine how the superseded data were derived.
 BJ0919
 BJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP343771(NAD 83)
 BJ0919_MARKER: DB = BENCH MARK DISK
 BJ0919_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0919+WITH SETTING: INTO GROUND
 BJ0919_SP_SET: METAL ROD WITH BASE PLATE
 BJ0919_STAMPING: W 294 1976
 BJ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0919+STABILITY: SURFACE MOTION
 BJ0919
 BJ0919  HISTORY     - Date     Condition        Report By
 BJ0919  HISTORY     - 1976     MONUMENTED       NGS
 BJ0919  HISTORY     - 1979     GOOD             LADTD
 BJ0919
 BJ0919                          STATION DESCRIPTION
 BJ0919
 BJ0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0919'1.4 MI EAST FROM ALBANY.
 BJ0919'1.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0919'HIGHWAY 43, 0.25 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 3080,
 BJ0919'0.05 MILE SOUTH OF BENCH MARK U 21, 48.5 FT NORTH OF THE CENTER LINE
 BJ0919'OF THE HIGHWAY, 4.5 FT NORTH OF THE SECOND POWER LINE POLE WEST OF A
 BJ0919'HIGHWAY CULVERT, 1.5 FT SOUTH OF A FENCE.  THE DISK IS 0.5 FT BELOW
 BJ0919'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BJ0919'PLASTIC SCREW PLUG.
 BJ0919
 BJ0919                          STATION RECOVERY (1979)
 BJ0919
 BJ0919'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0785 ***********************************************************************
 BJ0785  DESIGNATION -  W 295
 BJ0785  PID         -  BJ0785
 BJ0785  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0785  USGS QUAD   -  GROSSE TETE (1992)
 BJ0785
 BJ0785                         *CURRENT SURVEY CONTROL
 BJ0785  ___________________________________________________________________
 BJ0785* NAD 83(1986)-  30 25 54.     (N)    091 23 49.     (W)     SCALED    
 BJ0785* NAVD 88     -         3.588  (meters)      11.77   (feet)  ADJUSTED  
 BJ0785  ___________________________________________________________________
 BJ0785  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0785  DYNAMIC HT  -           3.584 (meters)      11.76  (feet)  COMP
 BJ0785  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 BJ0785
 BJ0785  VERT ORDER  -  FIRST     CLASS I
 BJ0785
 BJ0785.The horizontal coordinates were scaled from a topographic map and have
 BJ0785.an estimated accuracy of +/- 6 seconds.
 BJ0785
 BJ0785.The orthometric height was determined by differential leveling
 BJ0785.and adjusted by the National Geodetic Survey in February 1994..
 BJ0785
 BJ0785.The geoid height was determined by GEOID03.
 BJ0785
 BJ0785.The dynamic height is computed by dividing the NAVD 88
 BJ0785.geopotential number by the normal gravity value computed on the
 BJ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0785.degrees latitude (g = 980.6199 gals.).
 BJ0785
 BJ0785.The modeled gravity was interpolated from observed gravity values.
 BJ0785
 BJ0785;                    North         East    Units  Estimated Accuracy
 BJ0785;SPC LA S     -   214,120.      993,890.      MT  (+/- 180 meters Scaled)
 BJ0785
 BJ0785                          SUPERSEDED SURVEY CONTROL
 BJ0785
 BJ0785  NGVD 29 (??/??/??)    3.593  (m)           11.79   (f) ADJUSTED    1 1
 BJ0785
 BJ0785.Superseded values are not recommended for survey control.
 BJ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0785.See file dsdata.txt to determine how the superseded data were derived.
 BJ0785
 BJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP539677(NAD 83)
 BJ0785_MARKER: DB = BENCH MARK DISK
 BJ0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0785_SP_SET: CONCRETE POST
 BJ0785_STAMPING: W 295 1976
 BJ0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0785+STABILITY: SURFACE MOTION
 BJ0785
 BJ0785  HISTORY     - Date     Condition        Report By
 BJ0785  HISTORY     - 1976     MONUMENTED       NGS
 BJ0785
 BJ0785                          STATION DESCRIPTION
 BJ0785
 BJ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0785'3.05 MI NE FROM GROSSE TETE.
 BJ0785'0.2 MILES NORTH-NORTHWEST ALONG SIDNEY ROAD FROM ITS INTERSECTION
 BJ0785'WITH THE WEST BOUND LANE OF INTERSTATE 10, THENCE 2.4 MILES EAST -
 BJ0785'NORTHEAST ALONG AN ABANDONED RAILROAD GRADE, 21 FEET SOUTHEAST OF THE
 BJ0785'CENTERLINE OF GRADE, 23 FEET EAST OF CENTER LINE OF OLD SHELL ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1098 ***********************************************************************
 BJ1098  DESIGNATION -  W 296 RESET
 BJ1098  PID         -  BJ1098
 BJ1098  STATE/COUNTY-  LA/ST MARTIN
 BJ1098  USGS QUAD   -  JACKASS BAY (1973)
 BJ1098
 BJ1098                         *CURRENT SURVEY CONTROL
 BJ1098  ___________________________________________________________________
 BJ1098* NAD 83(1992)-  30 03 51.98570(N)    091 36 23.39476(W)     ADJUSTED  
 BJ1098* NAVD 88     -         2.29   (+/-2cm)       7.5  **(feet)  VERTCON   
 BJ1098  **This station is located in a subsidence area (see below).
 BJ1098  ___________________________________________________________________
 BJ1098  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ1098  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ1098
 BJ1098  HORZ ORDER  -  THIRD
 BJ1098  VERT ORDER  -  THIRD (See Below)
 BJ1098
 BJ1098.The horizontal coordinates were established by classical geodetic methods
 BJ1098.and adjusted by the National Geodetic Survey in January 1993..
 BJ1098.No horizontal observational check was made to the station.
 BJ1098
 BJ1098 ** The orthometric height has not been validated since last determined
 BJ1098 ** by differential leveling and should not be used for control purposes.
 BJ1098 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ1098 ** area with valid NAVD 88 orthometric heights.
 BJ1098 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1098 ** epoch indicated which incorporates improved geoid heights for the
 BJ1098 ** Southern Louisiana Subsidence area.
 BJ1098 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1098.The vertical order pertains to the NGVD 29 superseded value.
 BJ1098
 BJ1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1098
 BJ1098.The geoid height was determined by GEOID03.
 BJ1098
 BJ1098;                    North         East     Units Scale Factor Converg.
 BJ1098;SPC LA S     -   173,440.695   973,662.315   MT  0.99992636   -0 08 11.7
 BJ1098;SPC LA S     -   569,030.01  3,194,423.78   sFT  0.99992636   -0 08 11.7
 BJ1098;UTM  15      - 3,326,744.310   634,319.717   MT  0.99982259   +0 41 53.6
 BJ1098
 BJ1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1098!SPC LA S     -   1.00000387  x   0.99992636  =   0.99993023
 BJ1098!UTM  15      -   1.00000387  x   0.99982259  =   0.99982646
 BJ1098
 BJ1098                          SUPERSEDED SURVEY CONTROL
 BJ1098
 BJ1098  NAD 83(1986)-  30 03 52.00676(N)    091 36 23.38901(W) AD(       ) 3
 BJ1098  NGVD 29 (??/??/??)    2.31   (m)            7.6    (f) RESET       3  
 BJ1098
 BJ1098.Superseded values are not recommended for survey control.
 BJ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1098.See file dsdata.txt to determine how the superseded data were derived.
 BJ1098
 BJ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP3432026744(NAD 83)
 BJ1098_MARKER: DB = BENCH MARK DISK
 BJ1098_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ1098+WITH SETTING: INTO GROUND
 BJ1098_SP_SET: METAL ROD WITH BASE PLATE
 BJ1098_STAMPING: W 296 RESET 1980
 BJ1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1098+STABILITY: SURFACE MOTION
 BJ1098
 BJ1098  HISTORY     - Date     Condition        Report By
 BJ1098  HISTORY     - 1980     MONUMENTED       NGS
 BJ1098  HISTORY     - 19990313 GOOD             USPSQD
 BJ1098
 BJ1098                          STATION DESCRIPTION
 BJ1098
 BJ1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BJ1098'24 KM (15 MI) NORTH FROM CHARENTON.
 BJ1098'0.16 KM (0.1 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE JUNCTION OF
 BJ1098'THENCE 22.6 KM (14.0 MI) NORTH ALONG GRAVELED ROAD ALONG THE TOE OF
 BJ1098'THE WEST ATCHAFALAYA BASIN PROTECTION LEVEE TO A ROAD LEFT,A BRIDGE
 BJ1098'ON THE LEFT AT ENTRANCE TO FAUSSE POINTE PARK, 2.1 METERS (7 FT.)
 BJ1098'SOUTHEAST OF A 6-INCH TREE, 1.5 METERS (5 FT ) SOUTHWEST OF A 3-INCH
 BJ1098'IRON PIPE PROJECTING 1.5 METERS (5 FT) 0.3 METERS (1 FT) WEST NORTH-
 BJ1098'WEST OF A METAL WITNESS POST AND 35.4 METERS (116 FT) EAST OF TRIAN-
 BJ1098'GULATION STATION FAUSSE POINTE.
 BJ1098
 BJ1098                          STATION RECOVERY (1999)
 BJ1098
 BJ1098'RECOVERY NOTE BY US POWER SQUADRON 1999
 BJ1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0764 ***********************************************************************
 BK0764  DESIGNATION -  W 30
 BK0764  PID         -  BK0764
 BK0764  STATE/COUNTY-  LA/EVANGELINE
 BK0764  USGS QUAD   -  BASILE (1985)
 BK0764
 BK0764                         *CURRENT SURVEY CONTROL
 BK0764  ___________________________________________________________________
 BK0764* NAD 83(1986)-  30 29 41.     (N)    092 31 34.     (W)     SCALED    
 BK0764* NAVD 88     -        14.93   (+/-2cm)      49.0    (feet)  VERTCON   
 BK0764  ___________________________________________________________________
 BK0764  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0764
 BK0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0764
 BK0764.The horizontal coordinates were scaled from a topographic map and have
 BK0764.an estimated accuracy of +/- 6 seconds.
 BK0764
 BK0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0764.The vertical order pertains to the NGVD 29 superseded value.
 BK0764
 BK0764.The geoid height was determined by GEOID03.
 BK0764
 BK0764;                    North         East    Units  Estimated Accuracy
 BK0764;SPC LA S     -   221,700.      885,500.      MT  (+/- 180 meters Scaled)
 BK0764
 BK0764                          SUPERSEDED SURVEY CONTROL
 BK0764
 BK0764  NGVD 29 (??/??/??)   14.887  (m)           48.84   (f) ADJUSTED    2 0
 BK0764
 BK0764.Superseded values are not recommended for survey control.
 BK0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0764.See file dsdata.txt to determine how the superseded data were derived.
 BK0764
 BK0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP454737(NAD 83)
 BK0764_MARKER: DB = BENCH MARK DISK
 BK0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0764_STAMPING: W30 1935
 BK0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0764+STABILITY: SURFACE MOTION
 BK0764
 BK0764  HISTORY     - Date     Condition        Report By
 BK0764  HISTORY     - 1935     MONUMENTED       CGS
 BK0764  HISTORY     - 1969     GOOD             LADTD
 BK0764
 BK0764                          STATION DESCRIPTION
 BK0764
 BK0764'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0764'4.10 MI E FROM BASILE.
 BK0764'ABOUT 4.10 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD TRACK FROM
 BK0764'THE MISSOURI PACIFIC RAILROAD STATION IN BASILE.  IN SECTION 36, T6S,
 BK0764'R2W.  52.7 FEET NORTH OF THE CENTERLINE OF THE MISSOURI PACIFIC
 BK0764'RAILROAD TRACK, 20.2 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 4.0
 BK0764'FEET NORTHWEST OF A POWER POLE, 2.5 FEET NORTH OF A BARBED WIRE FENCE.
 BK0764'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 BK0764'THE MARK IS LOCATED 0.7 FOOT EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2297 ***********************************************************************
 BX2297  DESIGNATION -  W 301
 BX2297  PID         -  BX2297
 BX2297  STATE/COUNTY-  LA/NATCHITOCHES
 BX2297  USGS QUAD   -  ALOHA (1992)
 BX2297
 BX2297                         *CURRENT SURVEY CONTROL
 BX2297  ___________________________________________________________________
 BX2297* NAD 83(1986)-  31 32 05.     (N)    092 45 01.     (W)     SCALED    
 BX2297* NAVD 88     -        28.005  (meters)      91.88   (feet)  ADJUSTED  
 BX2297  ___________________________________________________________________
 BX2297  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX2297  DYNAMIC HT  -          27.971 (meters)      91.77  (feet)  COMP
 BX2297  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 BX2297
 BX2297  VERT ORDER  -  FIRST     CLASS I
 BX2297
 BX2297.The horizontal coordinates were scaled from a topographic map and have
 BX2297.an estimated accuracy of +/- 6 seconds.
 BX2297
 BX2297.The orthometric height was determined by differential leveling
 BX2297.and adjusted by the National Geodetic Survey in February 1994..
 BX2297
 BX2297.The geoid height was determined by GEOID03.
 BX2297
 BX2297.The dynamic height is computed by dividing the NAVD 88
 BX2297.geopotential number by the normal gravity value computed on the
 BX2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2297.degrees latitude (g = 980.6199 gals.).
 BX2297
 BX2297.The modeled gravity was interpolated from observed gravity values.
 BX2297
 BX2297;                    North         East    Units  Estimated Accuracy
 BX2297;SPC LA N     -   114,750.      976,230.      MT  (+/- 180 meters Scaled)
 BX2297
 BX2297                          SUPERSEDED SURVEY CONTROL
 BX2297
 BX2297  NAVD 88 (06/15/91)   28.004  (m)           91.88   (f) UNKNOWN     1 1
 BX2297  NGVD 29 (??/??/??)   28.016  (m)           91.92   (f) ADJUSTED    1 1
 BX2297
 BX2297.Superseded values are not recommended for survey control.
 BX2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2297.See file dsdata.txt to determine how the superseded data were derived.
 BX2297
 BX2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ237888(NAD 83)
 BX2297_MARKER: DB = BENCH MARK DISK
 BX2297_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2297+WITH SETTING: INTO GROUND
 BX2297_SP_SET: METAL ROD WITH BASE PLATE
 BX2297_STAMPING: W 301 1977
 BX2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2297+STABILITY: SURFACE MOTION
 BX2297
 BX2297  HISTORY     - Date     Condition        Report By
 BX2297  HISTORY     - 1977     MONUMENTED       NGS
 BX2297
 BX2297                          STATION DESCRIPTION
 BX2297
 BX2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2297'15.8 MI EAST FROM CLOUTIERVILLE.
 BX2297'7.85 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2297'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 8.8 MILES
 BX2297'SOUTHEAST ALONG THE LEVEE, 159 FEET SOUTH OF THE CENTER OF THE
 BX2297'LEVEE, AND 8 FEET WEST OF A POWER LINE POLE WITH THREE GUYED WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2269 ***********************************************************************
 BX2269  DESIGNATION -  W 302
 BX2269  PID         -  BX2269
 BX2269  STATE/COUNTY-  LA/RAPIDES
 BX2269  USGS QUAD   -  ALEXANDRIA (1992)
 BX2269
 BX2269                         *CURRENT SURVEY CONTROL
 BX2269  ___________________________________________________________________
 BX2269* NAD 83(1986)-  31 17 47.     (N)    092 25 26.     (W)     SCALED    
 BX2269* NAVD 88     -        23.821  (meters)      78.15   (feet)  ADJUSTED  
 BX2269  ___________________________________________________________________
 BX2269  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX2269  DYNAMIC HT  -          23.792 (meters)      78.06  (feet)  COMP
 BX2269  MODELED GRAV-     979,410.6   (mgal)                       NAVD 88
 BX2269
 BX2269  VERT ORDER  -  FIRST     CLASS I
 BX2269
 BX2269.The horizontal coordinates were scaled from a topographic map and have
 BX2269.an estimated accuracy of +/- 6 seconds.
 BX2269
 BX2269.The orthometric height was determined by differential leveling
 BX2269.and adjusted by the National Geodetic Survey in February 1994..
 BX2269
 BX2269.The geoid height was determined by GEOID03.
 BX2269
 BX2269.The dynamic height is computed by dividing the NAVD 88
 BX2269.geopotential number by the normal gravity value computed on the
 BX2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2269.degrees latitude (g = 980.6199 gals.).
 BX2269
 BX2269.The modeled gravity was interpolated from observed gravity values.
 BX2269
 BX2269;                    North         East    Units  Estimated Accuracy
 BX2269;SPC LA N     -    88,300.    1,007,250.      MT  (+/- 180 meters Scaled)
 BX2269
 BX2269                          SUPERSEDED SURVEY CONTROL
 BX2269
 BX2269  NAVD 88 (06/15/91)   23.821  (m)           78.15   (f) UNKNOWN     1 1
 BX2269  NGVD 29 (??/??/??)   23.808  (m)           78.11   (f) ADJUSTED    1 1
 BX2269
 BX2269.Superseded values are not recommended for survey control.
 BX2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2269.See file dsdata.txt to determine how the superseded data were derived.
 BX2269
 BX2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ548625(NAD 83)
 BX2269_MARKER: DB = BENCH MARK DISK
 BX2269_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2269+WITH SETTING: INTO GROUND
 BX2269_SP_SET: METAL ROD WITH BASE PLATE
 BX2269_STAMPING: W 302 1977
 BX2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2269+STABILITY: SURFACE MOTION
 BX2269
 BX2269  HISTORY     - Date     Condition        Report By
 BX2269  HISTORY     - 1977     MONUMENTED       NGS
 BX2269  HISTORY     - 19990424 GOOD             USPSQD
 BX2269
 BX2269                          STATION DESCRIPTION
 BX2269
 BX2269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2269'1.7 MI SE FROM ALEXANDRIA.
 BX2269'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 AND THIRD STREET FROM
 BX2269'THE CITY HALL AT ALEXANDRIA, AT THE Y JUNCTION WITH MAIN STREET,
 BX2269'IN A GRASSY TRIANGLE FORMED BY THE STREETS, 55 FEET SOUTHEAST
 BX2269'OF THE CENTER LINE OF THE ACCESS ROAD OF THIRD STREET TO MAIN
 BX2269'STREET, 43 FEET NORTHEAST OF THE CENTER LINE OF THIRD STREET,
 BX2269'33 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF A CONCRETE AND
 BX2269'STEEL SEWER DRAIN, 11 FEET NORTHEAST OF A POWER LINE POLE
 BX2269'NUMBER 14.
 BX2269
 BX2269                          STATION RECOVERY (1999)
 BX2269
 BX2269'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2311 ***********************************************************************
 BX2311  DESIGNATION -  W 303
 BX2311  PID         -  BX2311
 BX2311  STATE/COUNTY-  LA/NATCHITOCHES
 BX2311  USGS QUAD   -  MONTGOMERY (1993)
 BX2311
 BX2311                         *CURRENT SURVEY CONTROL
 BX2311  ___________________________________________________________________
 BX2311* NAD 83(1986)-  31 37 59.     (N)    092 54 46.     (W)     SCALED    
 BX2311* NAVD 88     -        30.357  (meters)      99.60   (feet)  ADJUSTED  
 BX2311  ___________________________________________________________________
 BX2311  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2311  DYNAMIC HT  -          30.321 (meters)      99.48  (feet)  COMP
 BX2311  MODELED GRAV-     979,446.1   (mgal)                       NAVD 88
 BX2311
 BX2311  VERT ORDER  -  FIRST     CLASS I
 BX2311
 BX2311.The horizontal coordinates were scaled from a topographic map and have
 BX2311.an estimated accuracy of +/- 6 seconds.
 BX2311
 BX2311.The orthometric height was determined by differential leveling
 BX2311.and adjusted by the National Geodetic Survey in February 1994..
 BX2311
 BX2311.The geoid height was determined by GEOID03.
 BX2311
 BX2311.The dynamic height is computed by dividing the NAVD 88
 BX2311.geopotential number by the normal gravity value computed on the
 BX2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2311.degrees latitude (g = 980.6199 gals.).
 BX2311
 BX2311.The modeled gravity was interpolated from observed gravity values.
 BX2311
 BX2311;                    North         East    Units  Estimated Accuracy
 BX2311;SPC LA N     -   125,700.      960,840.      MT  (+/- 180 meters Scaled)
 BX2311
 BX2311                          SUPERSEDED SURVEY CONTROL
 BX2311
 BX2311  NAVD 88 (06/15/91)   30.357  (m)           99.60   (f) UNKNOWN     1 1
 BX2311  NGVD 29 (??/??/??)   30.380  (m)           99.67   (f) ADJUSTED    1 1
 BX2311
 BX2311.Superseded values are not recommended for survey control.
 BX2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2311.See file dsdata.txt to determine how the superseded data were derived.
 BX2311
 BX2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ082997(NAD 83)
 BX2311_MARKER: DB = BENCH MARK DISK
 BX2311_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2311+WITH SETTING: INTO GROUND
 BX2311_SP_SET: METAL ROD WITH BASE PLATE
 BX2311_STAMPING: W 303 1977
 BX2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2311+STABILITY: SURFACE MOTION
 BX2311
 BX2311  HISTORY     - Date     Condition        Report By
 BX2311  HISTORY     - 1977     MONUMENTED       NGS
 BX2311
 BX2311                          STATION DESCRIPTION
 BX2311
 BX2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2311'13.25 MI NW FROM CLOUTIERVILLE.
 BX2311'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2311'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 5.45 MILES
 BX2311'NORTHWEST ALONG THE LEVEE, ABOUT 0.3 MILE SOUTHWEST OF MILE POST
 BX2311'22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2368 ***********************************************************************
 BX2368  DESIGNATION -  W 304
 BX2368  PID         -  BX2368
 BX2368  STATE/COUNTY-  LA/RED RIVER
 BX2368  USGS QUAD   -  HANNA (1992)
 BX2368
 BX2368                         *CURRENT SURVEY CONTROL
 BX2368  ___________________________________________________________________
 BX2368* NAD 83(1986)-  31 58 23.     (N)    093 21 24.     (W)     SCALED    
 BX2368* NAVD 88     -        40.439  (meters)     132.67   (feet)  ADJUSTED  
 BX2368  ___________________________________________________________________
 BX2368  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX2368  DYNAMIC HT  -          40.392 (meters)     132.52  (feet)  COMP
 BX2368  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 BX2368
 BX2368  VERT ORDER  -  FIRST     CLASS I
 BX2368
 BX2368.The horizontal coordinates were scaled from a topographic map and have
 BX2368.an estimated accuracy of +/- 6 seconds.
 BX2368
 BX2368.The orthometric height was determined by differential leveling
 BX2368.and adjusted by the National Geodetic Survey in February 1994..
 BX2368
 BX2368.The geoid height was determined by GEOID03.
 BX2368
 BX2368.The dynamic height is computed by dividing the NAVD 88
 BX2368.geopotential number by the normal gravity value computed on the
 BX2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2368.degrees latitude (g = 980.6199 gals.).
 BX2368
 BX2368.The modeled gravity was interpolated from observed gravity values.
 BX2368
 BX2368;                    North         East    Units  Estimated Accuracy
 BX2368;SPC LA N     -   163,650.      919,040.      MT  (+/- 180 meters Scaled)
 BX2368
 BX2368                          SUPERSEDED SURVEY CONTROL
 BX2368
 BX2368  NAVD 88 (06/15/91)   40.439  (m)          132.67   (f) UNKNOWN     1 1
 BX2368  NGVD 29 (??/??/??)   40.496  (m)          132.86   (f) ADJUSTED    1 1
 BX2368
 BX2368.Superseded values are not recommended for survey control.
 BX2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2368.See file dsdata.txt to determine how the superseded data were derived.
 BX2368
 BX2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR663375(NAD 83)
 BX2368_MARKER: DB = BENCH MARK DISK
 BX2368_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2368+WITH SETTING: INTO GROUND
 BX2368_SP_SET: METAL ROD WITH BASE PLATE
 BX2368_STAMPING: W 304 1977
 BX2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2368+STABILITY: SURFACE MOTION
 BX2368
 BX2368  HISTORY     - Date     Condition        Report By
 BX2368  HISTORY     - 1977     MONUMENTED       NGS
 BX2368  HISTORY     - 20010922 GOOD             USPSQD
 BX2368  HISTORY     - 20060610 GOOD             USPSQD
 BX2368
 BX2368                          STATION DESCRIPTION
 BX2368
 BX2368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2368'1.0 MI NW FROM HANNA.
 BX2368'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX2368'AT HANNA, 131 FEET NORTHEAST OF THE CENTER LINE OF THE
 BX2368'HIGHWAY, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 22 FEET
 BX2368'SOUTHEAST OF A DIRT ROAD CROSSING TRACKS AND LEADING TO A
 BX2368'SHACK, 3 FEET SOUTHWEST OF A JUNCTION POWER LINE POLE WITH
 BX2368'2 GUY WIRES, AND 2 FEET SOUTHWEST OF A BARBED WIRE FENCE.
 BX2368
 BX2368                          STATION RECOVERY (2001)
 BX2368
 BX2368'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2368'RECOVERED IN GOOD CONDITION.
 BX2368
 BX2368                          STATION RECOVERY (2006)
 BX2368
 BX2368'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX2368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2131 ***********************************************************************
 CQ2131  DESIGNATION -  W 305
 CQ2131  PID         -  CQ2131
 CQ2131  STATE/COUNTY-  LA/CADDO
 CQ2131  USGS QUAD   -  NORTH HIGHLANDS (1992)
 CQ2131
 CQ2131                         *CURRENT SURVEY CONTROL
 CQ2131  ___________________________________________________________________
 CQ2131* NAD 83(1986)-  32 34 05.     (N)    093 45 46.     (W)     SCALED    
 CQ2131* NAVD 88     -        52.775  (meters)     173.15   (feet)  ADJUSTED  
 CQ2131  ___________________________________________________________________
 CQ2131  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ2131  DYNAMIC HT  -          52.716 (meters)     172.95  (feet)  COMP
 CQ2131  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 CQ2131
 CQ2131  VERT ORDER  -  FIRST     CLASS I
 CQ2131
 CQ2131.The horizontal coordinates were scaled from a topographic map and have
 CQ2131.an estimated accuracy of +/- 6 seconds.
 CQ2131
 CQ2131.The orthometric height was determined by differential leveling
 CQ2131.and adjusted by the National Geodetic Survey in June 1991..
 CQ2131
 CQ2131.The geoid height was determined by GEOID03.
 CQ2131
 CQ2131.The dynamic height is computed by dividing the NAVD 88
 CQ2131.geopotential number by the normal gravity value computed on the
 CQ2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2131.degrees latitude (g = 980.6199 gals.).
 CQ2131
 CQ2131.The modeled gravity was interpolated from observed gravity values.
 CQ2131
 CQ2131;                    North         East    Units  Estimated Accuracy
 CQ2131;SPC LA N     -   229,990.      881,420.      MT  (+/- 180 meters Scaled)
 CQ2131
 CQ2131                          SUPERSEDED SURVEY CONTROL
 CQ2131
 CQ2131  NGVD 29 (??/??/??)   52.832  (m)          173.33   (f) ADJUSTED    1 1
 CQ2131
 CQ2131.Superseded values are not recommended for survey control.
 CQ2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2131.See file dsdata.txt to determine how the superseded data were derived.
 CQ2131
 CQ2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS283036(NAD 83)
 CQ2131_MARKER: DB = BENCH MARK DISK
 CQ2131_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2131+WITH SETTING: INTO GROUND
 CQ2131_SP_SET: METAL ROD WITH BASE PLATE
 CQ2131_STAMPING: W 305 1977
 CQ2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2131+STABILITY: SURFACE MOTION
 CQ2131
 CQ2131  HISTORY     - Date     Condition        Report By
 CQ2131  HISTORY     - 1977     MONUMENTED       NGS
 CQ2131  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2131
 CQ2131                          STATION DESCRIPTION
 CQ2131
 CQ2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2131'3.1 MI NW FROM SHREVEPORT.
 CQ2131'1.6 MILES NORTHWEST ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT
 CQ2131'TERMINAL BUILDING, THENCE 1.5 MILE NORTH ALONG LEVEE, 74 FEET NORTH
 CQ2131'OF THE CENTER OF LEVEE, 33 FEET NORTH OF THE CENTER OF A PAVED
 CQ2131'ROAD, 13 FEET EAST OF A GUYED WIRE, AND 11 FEET WEST OF POWERLINE
 CQ2131'POLE NO 10.
 CQ2131
 CQ2131                          STATION RECOVERY (1999)
 CQ2131
 CQ2131'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2159 ***********************************************************************
 CQ2159  DESIGNATION -  W 306
 CQ2159  PID         -  CQ2159
 CQ2159  STATE/COUNTY-  LA/CADDO
 CQ2159  USGS QUAD   -  GILLIAM (1971)
 CQ2159
 CQ2159                         *CURRENT SURVEY CONTROL
 CQ2159  ___________________________________________________________________
 CQ2159* NAD 83(1986)-  32 46 21.     (N)    093 47 21.     (W)     SCALED    
 CQ2159* NAVD 88     -        58.145  (meters)     190.76   (feet)  ADJUSTED  
 CQ2159  ___________________________________________________________________
 CQ2159  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ2159  DYNAMIC HT  -          58.081 (meters)     190.55  (feet)  COMP
 CQ2159  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CQ2159
 CQ2159  VERT ORDER  -  FIRST     CLASS I
 CQ2159
 CQ2159.The horizontal coordinates were scaled from a topographic map and have
 CQ2159.an estimated accuracy of +/- 6 seconds.
 CQ2159
 CQ2159.The orthometric height was determined by differential leveling
 CQ2159.and adjusted by the National Geodetic Survey in June 1991..
 CQ2159
 CQ2159.The geoid height was determined by GEOID03.
 CQ2159
 CQ2159.The dynamic height is computed by dividing the NAVD 88
 CQ2159.geopotential number by the normal gravity value computed on the
 CQ2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2159.degrees latitude (g = 980.6199 gals.).
 CQ2159
 CQ2159.The modeled gravity was interpolated from observed gravity values.
 CQ2159
 CQ2159;                    North         East    Units  Estimated Accuracy
 CQ2159;SPC LA N     -   252,690.      879,220.      MT  (+/- 180 meters Scaled)
 CQ2159
 CQ2159                          SUPERSEDED SURVEY CONTROL
 CQ2159
 CQ2159  NGVD 29 (??/??/??)   58.203  (m)          190.95   (f) ADJUSTED    1 1
 CQ2159
 CQ2159.Superseded values are not recommended for survey control.
 CQ2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2159.See file dsdata.txt to determine how the superseded data were derived.
 CQ2159
 CQ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS260263(NAD 83)
 CQ2159_MARKER: DB = BENCH MARK DISK
 CQ2159_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2159+WITH SETTING: INTO GROUND
 CQ2159_SP_SET: METAL ROD WITH BASE PLATE
 CQ2159_STAMPING: W 306 1977
 CQ2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2159+STABILITY: SURFACE MOTION
 CQ2159
 CQ2159  HISTORY     - Date     Condition        Report By
 CQ2159  HISTORY     - 1977     MONUMENTED       NGS
 CQ2159  HISTORY     - 19991018 GOOD             USPSQD
 CQ2159
 CQ2159                          STATION DESCRIPTION
 CQ2159
 CQ2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2159'3.6 MI NE FROM BELCHER.
 CQ2159'0.6 MILE NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2159'BELCHER, THENCE 2.7 MILES EAST ALONG BELCHER RIVER ROAD, THENCE 0.3
 CQ2159'MILE NORTH ALONG THE LEVEE, 40 FEET WEST OF THE CENTER LINE OF THE
 CQ2159'LEVEE, AND 6 FEET SOUTH OF A BARBED WIRE FENCE CROSSING THE LEVEE.
 CQ2159
 CQ2159                          STATION RECOVERY (1999)
 CQ2159
 CQ2159'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1095 ***********************************************************************
 DL1095  DESIGNATION -  W 307
 DL1095  PID         -  DL1095
 DL1095  STATE/COUNTY-  LA/CADDO
 DL1095  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1095
 DL1095                         *CURRENT SURVEY CONTROL
 DL1095  ___________________________________________________________________
 DL1095* NAD 83(1986)-  33 00 09.     (N)    093 49 55.     (W)     SCALED    
 DL1095* NAVD 88     -        62.740  (meters)     205.84   (feet)  ADJUSTED  
 DL1095  ___________________________________________________________________
 DL1095  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DL1095  DYNAMIC HT  -          62.671 (meters)     205.61  (feet)  COMP
 DL1095  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 DL1095
 DL1095  VERT ORDER  -  FIRST     CLASS I
 DL1095
 DL1095.The horizontal coordinates were scaled from a topographic map and have
 DL1095.an estimated accuracy of +/- 6 seconds.
 DL1095
 DL1095.The orthometric height was determined by differential leveling
 DL1095.and adjusted by the National Geodetic Survey in June 1991..
 DL1095
 DL1095.The geoid height was determined by GEOID03.
 DL1095
 DL1095.The dynamic height is computed by dividing the NAVD 88
 DL1095.geopotential number by the normal gravity value computed on the
 DL1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1095.degrees latitude (g = 980.6199 gals.).
 DL1095
 DL1095.The modeled gravity was interpolated from observed gravity values.
 DL1095
 DL1095;                    North         East    Units  Estimated Accuracy
 DL1095;SPC LA N     -   278,250.      875,520.      MT  (+/- 180 meters Scaled)
 DL1095
 DL1095                          SUPERSEDED SURVEY CONTROL
 DL1095
 DL1095  NGVD 29 (??/??/??)   62.778  (m)          205.96   (f) ADJUSTED    1 1
 DL1095
 DL1095.Superseded values are not recommended for survey control.
 DL1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1095.See file dsdata.txt to determine how the superseded data were derived.
 DL1095
 DL1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS222518(NAD 83)
 DL1095_MARKER: DB = BENCH MARK DISK
 DL1095_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1095+WITH SETTING: INTO GROUND
 DL1095_SP_SET: METAL ROD WITH BASE PLATE
 DL1095_STAMPING: W 307 1977
 DL1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1095+STABILITY: SURFACE MOTION
 DL1095
 DL1095  HISTORY     - Date     Condition        Report By
 DL1095  HISTORY     - 1977     MONUMENTED       NGS
 DL1095
 DL1095                          STATION DESCRIPTION
 DL1095
 DL1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1095'15.9 MI NORTH FROM GILLIAM.
 DL1095'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 DL1095'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 0.9 MILE EAST
 DL1095'ALONG DOMINICK ROAD NUMBER 1, THENCE 6.3 MILES NORTH ALONG THE LEVEE,
 DL1095'ALSO 13.6 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD
 DL1095'FROM THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 1.2 MILES
 DL1095'EAST AND NORTH ALONG A PAVED AND DIRT ROAD, THENCE 0.1 MILE EAST ALONG
 DL1095'A DIRT ROAD TO THE LEVEE, 62 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 DL1095'CROSSING THE LEVEE, AND 61 FEET WEST OF THE CENTER OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2432 ***********************************************************************
 CQ2432  DESIGNATION -  W 329
 CQ2432  PID         -  CQ2432
 CQ2432  STATE/COUNTY-  LA/BIENVILLE
 CQ2432  USGS QUAD   -  FRYEBURG (1986)
 CQ2432
 CQ2432                         *CURRENT SURVEY CONTROL
 CQ2432  ___________________________________________________________________
 CQ2432* NAD 83(1986)-  32 27 03.     (N)    093 12 41.     (W)     SCALED    
 CQ2432* NAVD 88     -       118.95   (+/-2cm)     390.3    (feet)  VERTCON   
 CQ2432  ___________________________________________________________________
 CQ2432  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ2432
 CQ2432  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2432
 CQ2432.The horizontal coordinates were scaled from a topographic map and have
 CQ2432.an estimated accuracy of +/- 6 seconds.
 CQ2432
 CQ2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2432.The vertical order pertains to the NGVD 29 superseded value.
 CQ2432
 CQ2432.The geoid height was determined by GEOID03.
 CQ2432
 CQ2432;                    North         East    Units  Estimated Accuracy
 CQ2432;SPC LA N     -   216,520.      933,110.      MT  (+/- 180 meters Scaled)
 CQ2432
 CQ2432                          SUPERSEDED SURVEY CONTROL
 CQ2432
 CQ2432  NGVD 29 (??/??/??)  119.019  (m)          390.48   (f) ADJUSTED    1 1
 CQ2432
 CQ2432.Superseded values are not recommended for survey control.
 CQ2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2432.See file dsdata.txt to determine how the superseded data were derived.
 CQ2432
 CQ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR801904(NAD 83)
 CQ2432_MARKER: DB = BENCH MARK DISK
 CQ2432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2432_SP_SET: 45 FT 5/8 IN ROD
 CQ2432_STAMPING: W 329 1977
 CQ2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2432
 CQ2432  HISTORY     - Date     Condition        Report By
 CQ2432  HISTORY     - 1977     MONUMENTED       NGS
 CQ2432
 CQ2432                          STATION DESCRIPTION
 CQ2432
 CQ2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2432'4.5 MI NE FROM DUBBERLY.
 CQ2432'1.8 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2432'ERLY, 1.0 FEET EAST ALONG PARISH ROAD 171, THENCE 0.4 MILE SOUTH
 CQ2432'ALONG PARISH ROAD 170, THENCE 0.4 MILE WEST AND SOUTH ALONG A DIRT
 CQ2432'ROAD, 347 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, ON THE TOP OF
 CQ2432'A HILL, 271 FEET SOUTH OF A BARBED WIRE FENCH, 113 FT WEST OF A BARBED
 CQ2432'WIRE FENCE, 70 FEET NORTH OF MOST WESTERLY ONE OF TWO WELLS CONTAINING
 CQ2432'TILTMETER EQUIPMENT, IN LINE WITH A POWERLINE POLE, 9 FEET NORTH OF A
 CQ2432'GUY WIRE, AND 7 FT SOUTH OF THE END POWERLINE POLE WITH A TRANSFORMER,
 CQ2432'A GUY WIRE, AND A METER AND SWITCH BOX. DRIVEN TO GRADUAL REFUSAL AT
 CQ2432'40 FEET.
 CQ2432'ENCASED IN A PIPE PROJECTING +0 INCHES.
 CQ2432'20 FEET ABOVE ROAD
 CQ2432'3 FEET BELOW WELL
 CQ2432'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2462 ***********************************************************************
 CQ2462  DESIGNATION -  W 330
 CQ2462  PID         -  CQ2462
 CQ2462  STATE/COUNTY-  LA/BIENVILLE
 CQ2462  USGS QUAD   -  SALINE (1986)
 CQ2462
 CQ2462                         *CURRENT SURVEY CONTROL
 CQ2462  ___________________________________________________________________
 CQ2462* NAD 83(1986)-  32 14 07.     (N)    092 54 12.     (W)     SCALED    
 CQ2462* NAVD 88     -        73.07   (+/-2cm)     239.7    (feet)  VERTCON   
 CQ2462  ___________________________________________________________________
 CQ2462  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2462
 CQ2462  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2462
 CQ2462.The horizontal coordinates were scaled from a topographic map and have
 CQ2462.an estimated accuracy of +/- 6 seconds.
 CQ2462
 CQ2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2462.The vertical order pertains to the NGVD 29 superseded value.
 CQ2462
 CQ2462.The geoid height was determined by GEOID03.
 CQ2462
 CQ2462;                    North         East    Units  Estimated Accuracy
 CQ2462;SPC LA N     -   192,470.      961,990.      MT  (+/- 180 meters Scaled)
 CQ2462
 CQ2462                          SUPERSEDED SURVEY CONTROL
 CQ2462
 CQ2462  NGVD 29 (??/??/??)   73.128  (m)          239.92   (f) ADJUSTED    1 1
 CQ2462
 CQ2462.Superseded values are not recommended for survey control.
 CQ2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2462.See file dsdata.txt to determine how the superseded data were derived.
 CQ2462
 CQ2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR091665(NAD 83)
 CQ2462_MARKER: DB = BENCH MARK DISK
 CQ2462_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2462+WITH SETTING: INTO GROUND
 CQ2462_STAMPING: W 330 1977
 CQ2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2462+STABILITY: SURFACE MOTION
 CQ2462
 CQ2462  HISTORY     - Date     Condition        Report By
 CQ2462  HISTORY     - 1977     MONUMENTED       NGS
 CQ2462
 CQ2462                          STATION DESCRIPTION
 CQ2462
 CQ2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2462'1.3 MI SW FROM FRIENDSHIP.
 CQ2462'1.3 MILES SOUTHWEST ALONG STATE HIGHWAYS 4 AND 155 FROM THE JUNCTION
 CQ2462'OF STATE HIGHWAY 501 AT FRIENDSHIP, AT THE CREST OF A HILL AND A
 CQ2462'BLACKTOP ROAD LEADING NORTH, 38 FEET NORTH OF THE CENTER LINE OF
 CQ2462'THE HIGHWAYS, 71 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 6
 CQ2462'FEET EAST OF A POWER POLE AND 5 FEET SOUTHWEST OF A GAS METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1834 ***********************************************************************
 BW1834  DESIGNATION -  W 336
 BW1834  PID         -  BW1834
 BW1834  STATE/COUNTY-  LA/CONCORDIA
 BW1834  USGS QUAD   -  DEER PARK (1983)
 BW1834
 BW1834                         *CURRENT SURVEY CONTROL
 BW1834  ___________________________________________________________________
 BW1834* NAD 83(1986)-  31 27 45.     (N)    091 32 39.     (W)     SCALED    
 BW1834* NAVD 88     -        15.436  (meters)      50.64   (feet)  ADJUSTED  
 BW1834  ___________________________________________________________________
 BW1834  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BW1834  DYNAMIC HT  -          15.418 (meters)      50.58  (feet)  COMP
 BW1834  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 BW1834  OBS GRAVITY -     979,434.1   (mgal)                       GRAV_OBS
 BW1834
 BW1834  VERT ORDER  -  FIRST     CLASS II
 BW1834
 BW1834.The horizontal coordinates were scaled from a topographic map and have
 BW1834.an estimated accuracy of +/- 6 seconds.
 BW1834
 BW1834.The orthometric height was determined by differential leveling
 BW1834.and adjusted by the National Geodetic Survey in February 1994..
 BW1834
 BW1834.The geoid height was determined by GEOID03.
 BW1834
 BW1834.The dynamic height is computed by dividing the NAVD 88
 BW1834.geopotential number by the normal gravity value computed on the
 BW1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1834.degrees latitude (g = 980.6199 gals.).
 BW1834
 BW1834.The modeled gravity was interpolated from observed gravity values.
 BW1834.The observed gravity was obtained from relative gravimeter ties
 BW1834.to the IGSN71 gravity network.
 BW1834
 BW1834;                    North         East    Units  Estimated Accuracy
 BW1834;SPC LA N     -   107,120.    1,090,840.      MT  (+/- 180 meters Scaled)
 BW1834
 BW1834                          SUPERSEDED SURVEY CONTROL
 BW1834
 BW1834  NAVD 88 (06/15/91)   15.456  (m)           50.71   (f) UNKNOWN     1 2
 BW1834  NGVD 29 (??/??/??)   15.427  (m)           50.61   (f) ADJUSTED    1 2
 BW1834
 BW1834.Superseded values are not recommended for survey control.
 BW1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1834.See file dsdata.txt to determine how the superseded data were derived.
 BW1834
 BW1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ383817(NAD 83)
 BW1834_MARKER: DB = BENCH MARK DISK
 BW1834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1834_SP_SET: STAINLESS STEEL ROD
 BW1834_STAMPING: W 336 1979
 BW1834_PROJECTION: RECESSED 5 CENTIMETERS
 BW1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1834_ROD/PIPE-DEPTH: 7.62 meters
 BW1834
 BW1834  HISTORY     - Date     Condition        Report By
 BW1834  HISTORY     - 1979     MONUMENTED       NGS
 BW1834
 BW1834                          STATION DESCRIPTION
 BW1834
 BW1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1834'3.95 MI NE FROM DEER PARK.
 BW1834'3.95 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF THE
 BW1834'LEVEE ROAD AT DEER PARK, AT THE FIRST POWER POLE NORTHWEST AND ACROSS
 BW1834'HIGHWAY 15 FROM MILE POST 46, 138 FEET NORTHWEST OF THE CENTER LINE
 BW1834'OF THE HIGHWAY, 1.0 FEET SOUTHEAST OF A WIRE FENCE, 2.5 FEET SOUTHWEST
 BW1834'OF THE POWER POLE.
 BW1834'THE MARK IS 30 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1883 ***********************************************************************
 BW1883  HT_MOD      -  This is a Height Modernization Survey Station.
 BW1883  DESIGNATION -  W 337
 BW1883  PID         -  BW1883
 BW1883  STATE/COUNTY-  LA/TENSAS
 BW1883  USGS QUAD   -  ST JOSEPH (1986)
 BW1883
 BW1883                         *CURRENT SURVEY CONTROL
 BW1883  ___________________________________________________________________
 BW1883* NAD 83(1992)-  31 55 56.50441(N)    091 12 49.60472(W)     ADJUSTED  
 BW1883* NAVD 88     -        29.59   (meters)      97.1    (feet)  GPS OBS   
 BW1883  ___________________________________________________________________
 BW1883  X           -    -114,769.392 (meters)                     COMP
 BW1883  Y           -  -5,416,816.064 (meters)                     COMP
 BW1883  Z           -   3,354,070.445 (meters)                     COMP
 BW1883  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BW1883  ELLIP HEIGHT-           3.38  (meters)          (06/28/04) GPS OBS
 BW1883  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW1883  DYNAMIC HT  -          29.55  (meters)      96.9   (feet)  COMP
 BW1883  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 BW1883
 BW1883  HORZ ORDER  -  B
 BW1883  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1883  ELLP ORDER  -  FOURTH    CLASS II
 BW1883
 BW1883.The horizontal coordinates were established by GPS observations
 BW1883.and adjusted by the National Geodetic Survey in June 2004..
 BW1883
 BW1883.The orthometric height was determined by GPS observations and a
 BW1883.high-resolution geoid model using precise GPS observation and
 BW1883.processing techniques. It supersedes the leveled height previously
 BW1883.determined for this station.
 BW1883.The vertical order pertains to the first NAVD 88 superseded value.
 BW1883
 BW1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1883
 BW1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1883
 BW1883.The ellipsoidal height was determined by GPS observations
 BW1883.and is referenced to NAD 83.
 BW1883
 BW1883.The geoid height was determined by GEOID03.
 BW1883
 BW1883.The dynamic height is computed by dividing the NAVD 88
 BW1883.geopotential number by the normal gravity value computed on the
 BW1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1883.degrees latitude (g = 980.6199 gals.).
 BW1883
 BW1883.The modeled gravity was interpolated from observed gravity values.
 BW1883
 BW1883;                    North         East     Units Scale Factor Converg.
 BW1883;SPC LA N     -   159,534.690 1,121,614.971   MT  0.99991477   +0 40 48.1
 BW1883;SPC LA N     -   523,406.73  3,679,831.78   sFT  0.99991477   +0 40 48.1
 BW1883;UTM  15      - 3,534,331.024   668,853.992   MT  0.99995164   +0 56 42.0
 BW1883
 BW1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1883!SPC LA N     -   0.99999947  x   0.99991477  =   0.99991424
 BW1883!UTM  15      -   0.99999947  x   0.99995164  =   0.99995111
 BW1883
 BW1883                          SUPERSEDED SURVEY CONTROL
 BW1883
 BW1883  NAVD 88 (02/14/94)   29.602  (m)           97.12   (f) ADJUSTED    1 2
 BW1883  NAVD 88 (06/15/91)   29.612  (m)           97.15   (f) UNKNOWN     1 2
 BW1883  NGVD 29 (??/??/??)   29.618  (m)           97.17   (f) ADJUSTED    1 2
 BW1883
 BW1883.Superseded values are not recommended for survey control.
 BW1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1883.See file dsdata.txt to determine how the superseded data were derived.
 BW1883
 BW1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR6885434331(NAD 83)
 BW1883_MARKER: DB = BENCH MARK DISK
 BW1883_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1883_SP_SET: STAINLESS STEEL ROD
 BW1883_STAMPING: W 337 1979
 BW1883_PROJECTION: RECESSED 5 CENTIMETERS
 BW1883_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1883+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW1883_ROD/PIPE-DEPTH: 10.7 meters
 BW1883
 BW1883  HISTORY     - Date     Condition        Report By
 BW1883  HISTORY     - 1979     MONUMENTED       NGS
 BW1883  HISTORY     - 2003     GOOD             PYBURN
 BW1883
 BW1883                          STATION DESCRIPTION
 BW1883
 BW1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1883'1.9 MI NE FROM ST JOSEPH.
 BW1883'1.9 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM THE
 BW1883'JUNCTION OF WASHINGTON STREET IN ST. JOSEPH, AT LEVEE STATION MARKER
 BW1883'5900, 0.50 MILE NORTHEAST OF A CATTLE GUARD IN THE LEVEE ROAD, 20 FEET
 BW1883'NORTHWEST OF THE CENTER OF THE ROAD, 1.2 FEET NORTHEAST OF LEVEE
 BW1883'STATION MARKER 5900.
 BW1883'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BW1883'THE MARK IS 1 FT BELOW ROAD.
 BW1883
 BW1883                          STATION RECOVERY (2003)
 BW1883
 BW1883'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003
 BW1883'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2313 ***********************************************************************
 CP2313  DESIGNATION -  W 338
 CP2313  PID         -  CP2313
 CP2313  STATE/COUNTY-  LA/MADISON
 CP2313  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2313
 CP2313                         *CURRENT SURVEY CONTROL
 CP2313  ___________________________________________________________________
 CP2313* NAD 83(1986)-  32 17 55.     (N)    090 58 54.     (W)     SCALED    
 CP2313* NAVD 88     -        33.766  (meters)     110.78   (feet)  ADJUSTED  
 CP2313  ___________________________________________________________________
 CP2313  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP2313  DYNAMIC HT  -          33.727 (meters)     110.65  (feet)  COMP
 CP2313  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CP2313  OBS GRAVITY -     979,489.4   (mgal)                       GRAV_OBS
 CP2313
 CP2313  VERT ORDER  -  FIRST     CLASS II
 CP2313
 CP2313.The horizontal coordinates were scaled from a topographic map and have
 CP2313.an estimated accuracy of +/- 6 seconds.
 CP2313
 CP2313.The orthometric height was determined by differential leveling
 CP2313.and adjusted by the National Geodetic Survey in July 2002..
 CP2313
 CP2313.The geoid height was determined by GEOID03.
 CP2313
 CP2313.The dynamic height is computed by dividing the NAVD 88
 CP2313.geopotential number by the normal gravity value computed on the
 CP2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2313.degrees latitude (g = 980.6199 gals.).
 CP2313
 CP2313.The modeled gravity was interpolated from observed gravity values.
 CP2313.The observed gravity was obtained from relative gravimeter ties
 CP2313.to the IGSN71 gravity network.
 CP2313
 CP2313;                    North         East    Units  Estimated Accuracy
 CP2313;SPC LA N     -   200,420.    1,142,990.      MT  (+/- 180 meters Scaled)
 CP2313
 CP2313                          SUPERSEDED SURVEY CONTROL
 CP2313
 CP2313  NAVD 88 (02/14/94)   33.837  (m)          111.01   (f) UNKNOWN     1 2
 CP2313  NAVD 88 (06/15/91)   33.838  (m)          111.02   (f) UNKNOWN     1 2
 CP2313  NGVD 29 (??/??/??)   33.869  (m)          111.12   (f) ADJUSTED    1 2
 CP2313
 CP2313.Superseded values are not recommended for survey control.
 CP2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2313.See file dsdata.txt to determine how the superseded data were derived.
 CP2313
 CP2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR900753(NAD 83)
 CP2313_MARKER: DV = VERTICAL CONTROL DISK
 CP2313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2313_SP_SET: STAINLESS STEEL ROD
 CP2313_STAMPING: W 338 1979
 CP2313_MARK LOGO: NGS   
 CP2313_PROJECTION: RECESSED 5 CENTIMETERS
 CP2313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2313+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1996
 CP2313_ROD/PIPE-DEPTH: 6.1  meters
 CP2313
 CP2313  HISTORY     - Date     Condition        Report By
 CP2313  HISTORY     - 1979     MONUMENTED       NGS
 CP2313  HISTORY     - 19960301 GOOD             NGS
 CP2313
 CP2313                          STATION DESCRIPTION
 CP2313
 CP2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2313'3.55 MI SW FROM DELTA.
 CP2313'3.55 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2313'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, SET ON THE SOUTHWEST
 CP2313'SIDE OF LEVEE STATION MARKER 3650, 0.3 MILE SOUTHWEST OF A CATTLE
 CP2313'GUARD IN THE LEVEE ROAD, 0.2 MILE NORTHEAST OF THE JUNCTION OF A DIRT
 CP2313'ROAD LEADING NORTHEAST DOWN OFF THE LEVEE THEN EAST SEPARATING TWO
 CP2313'SMALL LAKES, 18.5 FEET NORTHWEST OF THE CENTER OF THE ROAD, AND
 CP2313'1.5 FEET SOUTHWEST OF THE LEVEE STATION MARKER 3650.
 CP2313'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CP2313'THE MARK IS 1 FT BELOW ROAD.
 CP2313
 CP2313                          STATION RECOVERY (1996)
 CP2313
 CP2313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 CP2313'LOCATED 3.55 MI (5.71 KM) SOUTHWEST ALONG THE GRAVEL ROAD ATOP THE
 CP2313'LEVEE FROM THE INTERSTATE HIGHWAY 20 BRIDGE OVER THE LEVEE IN DELTA,
 CP2313'LA, JUST SOUTHWEST OF LEVEE MARKER 3650, ABOUT 0.2 MI (0.3 KM)
 CP2313'SOUTHWEST OF A CATTLEGUARD AND FENCE, AND 0.2 MI (0.3 KM) NORTHEAST OF
 CP2313'THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST DOWN OFF THE LEVEE THEN
 CP2313'EAST SEPARATING TWO SMALL BARROW PITS.  IT IS, 16.5 FT (5.0 M)
 CP2313'NORTHWEST OF THE CENTER OF THE LEVEE ROAD AND 1.5 FT (0.5 M) SOUTHWEST
 CP2313'OF LEVEE STATION MARKER 3650 WITH A WITNESS SIGN ATTACHED. MARK IS
 CP2313'PROTECTED INSIDE 5 INCH INSIDE DIAMETER PVC PIPE AND IS ABOUT 1 FT
 CP2313'(0.3 M) BELOW LEVEL OF THE LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2089 ***********************************************************************
 AU2089  DESIGNATION -  W 359
 AU2089  PID         -  AU2089
 AU2089  STATE/COUNTY-  LA/TERREBONNE
 AU2089  USGS QUAD   -  HOUMA (1980)
 AU2089
 AU2089                         *CURRENT SURVEY CONTROL
 AU2089  ___________________________________________________________________
 AU2089* NAD 83(1992)-  29 36 55.52091(N)    090 42 40.06576(W)     ADJUSTED  
 AU2089* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU2089  **This station is located in a subsidence area (see below).
 AU2089  ___________________________________________________________________
 AU2089  X           -     -68,875.209 (meters)                     COMP
 AU2089  Y           -  -5,548,998.951 (meters)                     COMP
 AU2089  Z           -   3,133,371.633 (meters)                     COMP
 AU2089  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2089  ELLIP HEIGHT-         -24.45  (meters)          (02/21/02) GPS OBS
 AU2089  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AU2089  DYNAMIC HT  -           0.9   (meters)       3.    (feet)  COMP
 AU2089  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 AU2089
 AU2089  HORZ ORDER  -  FIRST
 AU2089  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU2089  ELLP ORDER  -  FIFTH     CLASS I
 AU2089
 AU2089.The horizontal coordinates were established by GPS observations
 AU2089.and adjusted by the National Geodetic Survey in December 1998..
 AU2089
 AU2089 ** The orthometric height has not been validated since last determined
 AU2089 ** by differential leveling and should not be used for control purposes.
 AU2089 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2089 ** area with valid NAVD 88 orthometric heights.
 AU2089 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2089 ** epoch indicated which incorporates improved geoid heights for the
 AU2089 ** Southern Louisiana Subsidence area.
 AU2089 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2089.The orthometric height was scaled from a topographic map.
 AU2089.WARNING-GPS observations at this control monument resulted in a GPS
 AU2089.derived orthometric height which differed from the leveled height by
 AU2089.more than one decimeter (0.1 meter).
 AU2089.The vertical order pertains to the first NAVD 88 superseded value.
 AU2089
 AU2089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2089
 AU2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2089
 AU2089.The ellipsoidal height was determined by GPS observations
 AU2089.and is referenced to NAD 83.
 AU2089
 AU2089.The geoid height was determined by GEOID03.
 AU2089
 AU2089.The dynamic height is computed by dividing the NAVD 88
 AU2089.geopotential number by the normal gravity value computed on the
 AU2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2089.degrees latitude (g = 980.6199 gals.).
 AU2089
 AU2089.The modeled gravity was interpolated from observed gravity values.
 AU2089
 AU2089;                    North         East     Units Scale Factor Converg.
 AU2089;SPC LA S     -   123,802.748 1,060,260.853   MT  0.99994822   +0 18 40.0
 AU2089;SPC LA S     -   406,176.18  3,478,539.15   sFT  0.99994822   +0 18 40.0
 AU2089;UTM  15      - 3,278,360.711   721,632.859   MT  1.00020613   +1 07 53.6
 AU2089
 AU2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2089!SPC LA S     -   1.00000384  x   0.99994822  =   0.99995206
 AU2089!UTM  15      -   1.00000384  x   1.00020613  =   1.00020997
 AU2089
 AU2089                          SUPERSEDED SURVEY CONTROL
 AU2089
 AU2089  ELLIP H (12/17/98)  -24.43   (m)                       GP(       ) 4 2
 AU2089  NAVD 88 (06/15/91)    0.991  (m)            3.25   (f) UNKNOWN     1 2
 AU2089  NGVD 29 (??/??/??)    1.020  (m)            3.35   (f) ADJUSTED    1 2
 AU2089
 AU2089.Superseded values are not recommended for survey control.
 AU2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2089.See file dsdata.txt to determine how the superseded data were derived.
 AU2089
 AU2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2163378361(NAD 83)
 AU2089_MARKER: I = METAL ROD
 AU2089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2089_SP_SET: STAINLESS STEEL ROD
 AU2089_STAMPING: W 359 1982
 AU2089_MARK LOGO: NGS   
 AU2089_PROJECTION: FLUSH
 AU2089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2089+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU2089_ROD/PIPE-DEPTH: 18.3 meters
 AU2089
 AU2089  HISTORY     - Date     Condition        Report By
 AU2089  HISTORY     - 1982     MONUMENTED       NGS
 AU2089  HISTORY     - 19930303 GOOD             NGS
 AU2089  HISTORY     - 19950103 GOOD             MPHI
 AU2089
 AU2089                          STATION DESCRIPTION
 AU2089
 AU2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2089'2.18 KM (1.35 MI) NNE FROM HOUMA.
 AU2089'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU2089'0.28 KILOMETER (0.15 MILE) EAST ALONG EAST MAIN STREET FROM THE
 AU2089'INTERSECTION OF BARROW STREET (U.S. HIGHWAY 90) IN HOUMA, THENCE 1.9
 AU2089'KILOMETERS (1.2 MILES) NORTH-NORTHEAST ALONG NEW ORLEANS BLVD., TO THE
 AU2089'MARK ON THE RIGHT, NEAR THE NORTH CORNER OF THE LUKE CONSTRUCTION
 AU2089'COMPANY BUILDING, 0.08 KILOMETER (0.05 MILE) SOUTHWEST OF THE JUNCTION
 AU2089'OF WILLIAMS AVENUE, 17.67 METERS (58.0 FEET) SOUTHEAST OF THE CENTER
 AU2089'LINE OF HIGHWAY 90, 6.01 METERS (20.0 FEET) SOUTH-SOUTHEAST OF A FIRE
 AU2089'HYDRANT, 2.43 METERS (8.0 FEET) NORTHWEST OF THE NORTH CORNER OF THE
 AU2089'BUILDING, 0.30 METER (1.0 FOOT) NORTHWEST OF THE NORTH CORNER OF THE
 AU2089'CONCRETE SIDEWALK PARALLELING THE NORTHWEST FACE OF THE BUILDING.
 AU2089
 AU2089                          STATION RECOVERY (1993)
 AU2089
 AU2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2089'0.6 M (2.0 FT) EASTERLY ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE IN
 AU2089'HOUMA, THENCE 1.9 KM (1.20 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90,
 AU2089'17.7 M (58.1 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AU2089'12.9 M (42.3 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AU2089'UNITED PARCEL SERVICE, 6.0 M (19.7 FT) EAST-SOUTHEAST OF A FIRE
 AU2089'HYDRANT, 2.4 M (7.9 FT) WEST-NORTHWEST OF THE NORTH CORNER OF THE
 AU2089'IMPERIAL RESOURCES INCORPORATED AT 774 U.S. HIGHWAY 90, 0.2 M (0.7
 AU2089'FT) WEST-NORTHWEST OF THE NORTH CORNER OF A SIDEWALK, AND 0.2 M (0.7
 AU2089'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AU2089'IS THROUGH A 5-INCH LOGO CAP.
 AU2089
 AU2089                          STATION RECOVERY (1995)
 AU2089
 AU2089'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU2089'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1302 ***********************************************************************
 CQ1302  DESIGNATION -  W 37
 CQ1302  PID         -  CQ1302
 CQ1302  STATE/COUNTY-  LA/WEBSTER
 CQ1302  USGS QUAD   -  SHONGALOO (1981)
 CQ1302
 CQ1302                         *CURRENT SURVEY CONTROL
 CQ1302  ___________________________________________________________________
 CQ1302* NAD 83(1986)-  32 56 22.     (N)    093 20 42.     (W)     SCALED    
 CQ1302* NAVD 88     -        72.721  (meters)     238.59   (feet)  ADJUSTED  
 CQ1302  ___________________________________________________________________
 CQ1302  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ1302  DYNAMIC HT  -          72.641 (meters)     238.32  (feet)  COMP
 CQ1302  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 CQ1302
 CQ1302  VERT ORDER  -  SECOND    CLASS 0
 CQ1302
 CQ1302.The horizontal coordinates were scaled from a topographic map and have
 CQ1302.an estimated accuracy of +/- 6 seconds.
 CQ1302
 CQ1302.The orthometric height was determined by differential leveling
 CQ1302.and adjusted by the National Geodetic Survey in June 1991..
 CQ1302
 CQ1302.The geoid height was determined by GEOID03.
 CQ1302
 CQ1302.The dynamic height is computed by dividing the NAVD 88
 CQ1302.geopotential number by the normal gravity value computed on the
 CQ1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1302.degrees latitude (g = 980.6199 gals.).
 CQ1302
 CQ1302.The modeled gravity was interpolated from observed gravity values.
 CQ1302
 CQ1302;                    North         East    Units  Estimated Accuracy
 CQ1302;SPC LA N     -   270,800.      920,970.      MT  (+/- 180 meters Scaled)
 CQ1302
 CQ1302                          SUPERSEDED SURVEY CONTROL
 CQ1302
 CQ1302  NGVD 29 (??/??/??)   72.788  (m)          238.81   (f) ADJUSTED    2 0
 CQ1302
 CQ1302.Superseded values are not recommended for survey control.
 CQ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1302.See file dsdata.txt to determine how the superseded data were derived.
 CQ1302
 CQ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS677446(NAD 83)
 CQ1302_MARKER: DB = BENCH MARK DISK
 CQ1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1302_STAMPING: W 37 1934
 CQ1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1302+STABILITY: SURFACE MOTION
 CQ1302
 CQ1302  HISTORY     - Date     Condition        Report By
 CQ1302  HISTORY     - 1934     MONUMENTED       CGS
 CQ1302  HISTORY     - 1969     GOOD             LADH
 CQ1302
 CQ1302                          STATION DESCRIPTION
 CQ1302
 CQ1302'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1302'3.1 MI W FROM SHONGALOO.
 CQ1302'3.1 MILES WEST ALONG STATE HIGHWAY 2 (ALT.) FROM SHONGALOO, WEBSTER
 CQ1302'PARISH, 86 FEET NORTHEAST ALONG THE STATE HIGHWAY FROM ITS JUNCTION
 CQ1302'WITH A T-ROAD LEADING SOUTHEAST 60 FEET NORTHWEST OF THE CENTER LINE
 CQ1302'OF THE STATE HIGHWAY, 19 FEET NORTHWEST OF RIGHT-OF-WAY FENCE, AND 46
 CQ1302'FEET SOUTH OF A 26 INCH OAK TREE, A CONCRETE POST WITH DISK STAMPED W
 CQ1302'37 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1205 ***********************************************************************
 CQ1205  DESIGNATION -  W 38
 CQ1205  PID         -  CQ1205
 CQ1205  STATE/COUNTY-  LA/BIENVILLE
 CQ1205  USGS QUAD   -  ARCADIA (1994)
 CQ1205
 CQ1205                         *CURRENT SURVEY CONTROL
 CQ1205  ___________________________________________________________________
 CQ1205* NAD 83(1986)-  32 30 58.     (N)    092 59 48.     (W)     SCALED    
 CQ1205* NAVD 88     -        83.35   (+/-2cm)     273.5    (feet)  VERTCON   
 CQ1205  ___________________________________________________________________
 CQ1205  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1205
 CQ1205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1205
 CQ1205.The horizontal coordinates were scaled from a topographic map and have
 CQ1205.an estimated accuracy of +/- 6 seconds.
 CQ1205
 CQ1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1205.The vertical order pertains to the NGVD 29 superseded value.
 CQ1205
 CQ1205.The geoid height was determined by GEOID03.
 CQ1205
 CQ1205;                    North         East    Units  Estimated Accuracy
 CQ1205;SPC LA N     -   223,650.      953,340.      MT  (+/- 180 meters Scaled)
 CQ1205
 CQ1205                          SUPERSEDED SURVEY CONTROL
 CQ1205
 CQ1205  NGVD 29 (??/??/??)   83.417  (m)          273.68   (f) ADJUSTED    2 0
 CQ1205
 CQ1205.Superseded values are not recommended for survey control.
 CQ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1205.See file dsdata.txt to determine how the superseded data were derived.
 CQ1205
 CQ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR003976(NAD 83)
 CQ1205_MARKER: DB = BENCH MARK DISK
 CQ1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1205_STAMPING: W 38 1934
 CQ1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1205+STABILITY: SURFACE MOTION
 CQ1205
 CQ1205  HISTORY     - Date     Condition        Report By
 CQ1205  HISTORY     - 1934     MONUMENTED       CGS
 CQ1205  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 CQ1205
 CQ1205                          STATION DESCRIPTION
 CQ1205
 CQ1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1205'3.9 MI SE FROM GIBSLAND.
 CQ1205'3.9 MILES SOUTHEAST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ1205'GIBSLAND, BIENVILLE PARISH, 490 YARDS SOUTH OF MILEPOST 65, NEAR THE
 CQ1205'SITE OF THE OLD BAKER MILL, AT A ROAD CROSSING, 46 FEET NORTHWEST OF
 CQ1205'THE ROAD, AND 34 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 CQ1205'DISK, STAMPED W 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1205
 CQ1205                          STATION RECOVERY (1981)
 CQ1205
 CQ1205'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CQ1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8243 ***********************************************************************
 AC8243  DESIGNATION -  W 380 RESET
 AC8243  PID         -  AC8243
 AC8243  STATE/COUNTY-  LA/BEAUREGARD
 AC8243  USGS QUAD   -  KERNAN (1986)
 AC8243
 AC8243                         *CURRENT SURVEY CONTROL
 AC8243  ___________________________________________________________________
 AC8243* NAD 83(1986)-  30 30 05.     (N)    093 16 49.     (W)     SCALED    
 AC8243* NAVD 88     -        17.31   (meters)      56.8    (feet)  RESET     
 AC8243  ___________________________________________________________________
 AC8243  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AC8243
 AC8243  VERT ORDER  -  THIRD
 AC8243
 AC8243.The horizontal coordinates were scaled from a topographic map and have
 AC8243.an estimated accuracy of +/- 6 seconds.
 AC8243
 AC8243.The orthometric height was computed from unverified reset data.
 AC8243
 AC8243.The geoid height was determined by GEOID03.
 AC8243
 AC8243;                    North         East    Units  Estimated Accuracy
 AC8243;SPC LA S     -   223,430.      813,110.      MT  (+/- 180 meters Scaled)
 AC8243
 AC8243                          SUPERSEDED SURVEY CONTROL
 AC8243
 AC8243.No superseded survey control is available for this station.
 AC8243
 AC8243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP731743(NAD 83)
 AC8243_MARKER: DV = VERTICAL CONTROL DISK
 AC8243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8243_SP_SET: BRIDGE ABUTMENT
 AC8243_STAMPING: W 380 RESET 1991
 AC8243_MARK LOGO: NGS   
 AC8243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8243+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC8243
 AC8243  HISTORY     - Date     Condition        Report By
 AC8243  HISTORY     - 1991     MONUMENTED       LADTD
 AC8243
 AC8243                          STATION DESCRIPTION
 AC8243
 AC8243'DESCRIBED BY LA TRANSP AND DEV 1991 (SLC)
 AC8243'THE STATION IS LOCATED ABOUT 2.95 MI (4.75 KM) SOUTHWEST OF RAGLEY,
 AC8243'10.0 MI (16.1 KM) NORTHEAST OF DEQUINCY AND 10.0 MI (16.1 KM)
 AC8243'NORTH-NORTHWEST OF GILLIS.  OWNERSHIP--UNION PACIFIC RAILROAD. TO
 AC8243'REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 171 OVERPASS
 AC8243'AND STATE HIGHWAY 12 IN RAGLEY, GO SOUTHWEST FOR 2.95 MI (4.75 KM) ON
 AC8243'HIGHWAY 12 TO THE STATION ON THE LEFT, SET IN THE NORTHWEST ABUTMENT
 AC8243'OF A RAILROAD BRIDGE OVER HICKORY CREEK. THE STATION IS 124.0 FT (37.8
 AC8243'M) SOUTH-SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 7.0 FT (2.1 M)
 AC8243'NORTH-NORTHWEST FROM THE NORTH RAIL OF THE RAILROAD, 5.0 FT (1.5 M)
 AC8243'SOUTH-SOUTHEAST FROM THE NORTH END OF THE ABUTMENT AND 3.0 FT (0.9 M)
 AC8243'NORTHWEST FROM THE WEST EDGE OF A CONCRETE RAIL, FLUSH WITH THE
 AC8243'ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1651 ***********************************************************************
 CQ1651  DESIGNATION -  W 39
 CQ1651  PID         -  CQ1651
 CQ1651  STATE/COUNTY-  LA/DE SOTO
 CQ1651  USGS QUAD   -  BAYOU PIERRE LAKE (1980)
 CQ1651
 CQ1651                         *CURRENT SURVEY CONTROL
 CQ1651  ___________________________________________________________________
 CQ1651* NAD 83(1986)-  32 02 02.     (N)    093 30 31.     (W)     SCALED    
 CQ1651* NAVD 88     -        57.05   (+/-2cm)     187.2    (feet)  VERTCON   
 CQ1651  ___________________________________________________________________
 CQ1651  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ1651
 CQ1651  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1651
 CQ1651.The horizontal coordinates were scaled from a topographic map and have
 CQ1651.an estimated accuracy of +/- 6 seconds.
 CQ1651
 CQ1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1651.The vertical order pertains to the NGVD 29 superseded value.
 CQ1651
 CQ1651.The geoid height was determined by GEOID03.
 CQ1651
 CQ1651;                    North         East    Units  Estimated Accuracy
 CQ1651;SPC LA N     -   170,510.      904,740.      MT  (+/- 180 meters Scaled)
 CQ1651
 CQ1651                          SUPERSEDED SURVEY CONTROL
 CQ1651
 CQ1651  NGVD 29 (??/??/??)   57.106  (m)          187.36   (f) ADJUSTED    1 2
 CQ1651
 CQ1651.Superseded values are not recommended for survey control.
 CQ1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1651.See file dsdata.txt to determine how the superseded data were derived.
 CQ1651
 CQ1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR519443(NAD 83)
 CQ1651_MARKER: DB = BENCH MARK DISK
 CQ1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1651_STAMPING: W 39 1934
 CQ1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1651+STABILITY: SURFACE MOTION
 CQ1651
 CQ1651  HISTORY     - Date     Condition        Report By
 CQ1651  HISTORY     - 1934     MONUMENTED       CGS
 CQ1651  HISTORY     - 1943     GOOD             CGS
 CQ1651  HISTORY     - 1974     MARK NOT FOUND   USGS
 CQ1651
 CQ1651                          STATION DESCRIPTION
 CQ1651
 CQ1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1651'14.1 MI E FROM MANSFIELD.
 CQ1651'14.1 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN
 CQ1651'RAILWAY STATION AT MANSFIELD, DE SOTO PARISH, 3.8 MILES EAST OF A
 CQ1651'CROSS ROAD AT GOSS, ON THE EAST SLOPE OF A HILL, 200 YARDS SOUTHEAST
 CQ1651'OF A FARMHOUSE NORTH OF THE HIGHWAY, 178 YARDS NORTH OF A FARMHOUSE
 CQ1651'SOUTH OF THE HIGHWAY, 125 FEET SOUTHEAST OF A SMALL CONCRETE CULVERT,
 CQ1651'AND 61 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CQ1651'STAMPED W 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1651
 CQ1651                          STATION RECOVERY (1974)
 CQ1651
 CQ1651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CQ1651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0949 ***********************************************************************
 CQ0949  DESIGNATION -  W 40
 CQ0949  PID         -  CQ0949
 CQ0949  STATE/COUNTY-  LA/NATCHITOCHES
 CQ0949  USGS QUAD   -  GOLDONNA (1986)
 CQ0949
 CQ0949                         *CURRENT SURVEY CONTROL
 CQ0949  ___________________________________________________________________
 CQ0949* NAD 83(1986)-  32 01 00.     (N)    092 56 19.     (W)     SCALED    
 CQ0949* NAVD 88     -        49.04   (+/-2cm)     160.9    (feet)  VERTCON   
 CQ0949  ___________________________________________________________________
 CQ0949  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ0949
 CQ0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0949
 CQ0949.The horizontal coordinates were scaled from a topographic map and have
 CQ0949.an estimated accuracy of +/- 6 seconds.
 CQ0949
 CQ0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0949.The vertical order pertains to the NGVD 29 superseded value.
 CQ0949
 CQ0949.The geoid height was determined by GEOID03.
 CQ0949
 CQ0949;                    North         East    Units  Estimated Accuracy
 CQ0949;SPC LA N     -   168,240.      958,570.      MT  (+/- 180 meters Scaled)
 CQ0949
 CQ0949                          SUPERSEDED SURVEY CONTROL
 CQ0949
 CQ0949  NGVD 29 (??/??/??)   49.079  (m)          161.02   (f) ADJUSTED    2 0
 CQ0949
 CQ0949.Superseded values are not recommended for survey control.
 CQ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0949.See file dsdata.txt to determine how the superseded data were derived.
 CQ0949
 CQ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR057422(NAD 83)
 CQ0949_MARKER: DB = BENCH MARK DISK
 CQ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0949_STAMPING: W 40 1934
 CQ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0949+STABILITY: SURFACE MOTION
 CQ0949
 CQ0949  HISTORY     - Date     Condition        Report By
 CQ0949  HISTORY     - 1934     MONUMENTED       CGS
 CQ0949  HISTORY     - 1957     MARK NOT FOUND   USGS
 CQ0949
 CQ0949                          STATION DESCRIPTION
 CQ0949
 CQ0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0949'5.9 MI SE FROM CHESTNUT.
 CQ0949'ABOUT 5.9 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ0949'FROM THE STATION AT CHESTNUT, NATCHITOCHES PARISH, 20 FEET SOUTHEAST
 CQ0949'OF MILEPOST 128, ABOUT 1.0 MILE WEST OF A RAILWAY WATER TANK, 45 FEET
 CQ0949'SOUTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET NORTH OF A FENCE. A
 CQ0949'STANDARD DISK, STAMPED W 40 1934 AND SET IN THE TOP OF A CONCRETE
 CQ0949'POST.
 CQ0949
 CQ0949                          STATION RECOVERY (1957)
 CQ0949
 CQ0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0197 ***********************************************************************
 BX0197  DESIGNATION -  W 41
 BX0197  PID         -  BX0197
 BX0197  STATE/COUNTY-  LA/LA SALLE
 BX0197  USGS QUAD   -  LITTLE CREEK (1985)
 BX0197
 BX0197                         *CURRENT SURVEY CONTROL
 BX0197  ___________________________________________________________________
 BX0197* NAD 83(1986)-  31 42 09.     (N)    092 16 26.     (W)     SCALED    
 BX0197* NAVD 88     -        42.86   (+/-2cm)     140.6    (feet)  VERTCON   
 BX0197  ___________________________________________________________________
 BX0197  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0197
 BX0197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0197
 BX0197.The horizontal coordinates were scaled from a topographic map and have
 BX0197.an estimated accuracy of +/- 6 seconds.
 BX0197
 BX0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0197.The vertical order pertains to the NGVD 29 superseded value.
 BX0197
 BX0197.The geoid height was determined by GEOID03.
 BX0197
 BX0197;                    North         East    Units  Estimated Accuracy
 BX0197;SPC LA N     -   133,350.    1,021,430.      MT  (+/- 180 meters Scaled)
 BX0197
 BX0197                          SUPERSEDED SURVEY CONTROL
 BX0197
 BX0197  NGVD 29 (??/??/??)   42.858  (m)          140.61   (f) ADJUSTED    2 0
 BX0197
 BX0197.Superseded values are not recommended for survey control.
 BX0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0197.See file dsdata.txt to determine how the superseded data were derived.
 BX0197
 BX0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR688076(NAD 83)
 BX0197_MARKER: DB = BENCH MARK DISK
 BX0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0197_STAMPING: W 41 1935
 BX0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0197+STABILITY: SURFACE MOTION
 BX0197
 BX0197  HISTORY     - Date     Condition        Report By
 BX0197  HISTORY     - 1935     MONUMENTED       CGS
 BX0197
 BX0197                          STATION DESCRIPTION
 BX0197
 BX0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0197'6.4 MI W FROM TROUT.
 BX0197'6.4 MI W OF AND ALONG THE L AND A R R 52 FEET N OF CENTER OF TRACK.
 BX0197'210 FEET NW OF RAILWAY CROSSING SIGN.  0.2 MILE E OF MILEPOST 177. 3
 BX0197'FEET N OF RAILWAY FENCE.  100 YARDS E OF E END OF A CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1198 ***********************************************************************
 BK1198  DESIGNATION -  W 43
 BK1198  PID         -  BK1198
 BK1198  STATE/COUNTY-  LA/VERNON
 BK1198  USGS QUAD   -  PITKIN (1972)
 BK1198
 BK1198                         *CURRENT SURVEY CONTROL
 BK1198  ___________________________________________________________________
 BK1198* NAD 83(1986)-  30 55 53.     (N)    092 55 51.     (W)     SCALED    
 BK1198* NAVD 88     -        49.12   (+/-2cm)     161.2    (feet)  VERTCON   
 BK1198  ___________________________________________________________________
 BK1198  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BK1198
 BK1198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1198
 BK1198.The horizontal coordinates were scaled from a topographic map and have
 BK1198.an estimated accuracy of +/- 6 seconds.
 BK1198
 BK1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1198.The vertical order pertains to the NGVD 29 superseded value.
 BK1198
 BK1198.The geoid height was determined by GEOID03.
 BK1198
 BK1198;                    North         East    Units  Estimated Accuracy
 BK1198;SPC LA N     -    47,910.      958,820.      MT  (+/- 180 meters Scaled)
 BK1198
 BK1198                          SUPERSEDED SURVEY CONTROL
 BK1198
 BK1198  NGVD 29 (??/??/??)   49.159  (m)          161.28   (f) ADJUSTED    2 0
 BK1198
 BK1198.Superseded values are not recommended for survey control.
 BK1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1198.See file dsdata.txt to determine how the superseded data were derived.
 BK1198
 BK1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ066220(NAD 83)
 BK1198_MARKER: DB = BENCH MARK DISK
 BK1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1198_STAMPING: W 43 1935
 BK1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1198+STABILITY: SURFACE MOTION
 BK1198
 BK1198  HISTORY     - Date     Condition        Report By
 BK1198  HISTORY     - 1935     MONUMENTED       CGS
 BK1198  HISTORY     - 1943     GOOD             CGS
 BK1198  HISTORY     - 1961     MARK NOT FOUND   CGS
 BK1198  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1198  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1198
 BK1198                          STATION DESCRIPTION
 BK1198
 BK1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BK1198'0.3 MI SE FROM PITKIN.
 BK1198'0.3 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1198'THE STATION AT PITKIN, VERNON PARISH, NEAR A ROAD CROSSING, 50 FEET
 BK1198'EAST OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF THE CENTERLINE OF
 BK1198'THE TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED W 43 1935
 BK1198'AND SET IN THE TOP OF A CONCRETE POST.
 BK1198
 BK1198                          STATION RECOVERY (1961)
 BK1198
 BK1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 BK1198'MARK NOT FOUND.
 BK1198
 BK1198                          STATION RECOVERY (1994)
 BK1198
 BK1198'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1198'MARK NOT FOUND.
 BK1198
 BK1198                          STATION RECOVERY (2001)
 BK1198
 BK1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1198'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0941 ***********************************************************************
 CQ0941  DESIGNATION -  W 48
 CQ0941  PID         -  CQ0941
 CQ0941  STATE/COUNTY-  LA/JACKSON
 CQ0941  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ0941
 CQ0941                         *CURRENT SURVEY CONTROL
 CQ0941  ___________________________________________________________________
 CQ0941* NAD 83(1986)-  32 09 20.     (N)    092 42 14.     (W)     SCALED    
 CQ0941* NAVD 88     -        56.15   (+/-2cm)     184.2    (feet)  VERTCON   
 CQ0941  ___________________________________________________________________
 CQ0941  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CQ0941
 CQ0941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0941
 CQ0941.The horizontal coordinates were scaled from a topographic map and have
 CQ0941.an estimated accuracy of +/- 6 seconds.
 CQ0941
 CQ0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0941.The vertical order pertains to the NGVD 29 superseded value.
 CQ0941
 CQ0941.The geoid height was determined by GEOID03.
 CQ0941
 CQ0941;                    North         East    Units  Estimated Accuracy
 CQ0941;SPC LA N     -   183,580.      980,770.      MT  (+/- 180 meters Scaled)
 CQ0941
 CQ0941                          SUPERSEDED SURVEY CONTROL
 CQ0941
 CQ0941  NGVD 29 (12/01/98)   56.190  (m)          184.35   (f) ADJUSTED    2 0
 CQ0941
 CQ0941.Superseded values are not recommended for survey control.
 CQ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0941.See file dsdata.txt to determine how the superseded data were derived.
 CQ0941
 CQ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR279577(NAD 83)
 CQ0941_MARKER: DB = BENCH MARK DISK
 CQ0941_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CQ0941_SP_SET: SIGNAL TOWER BASE
 CQ0941_STAMPING: W 48 1934
 CQ0941_MARK LOGO: CGS   
 CQ0941_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0941+STABILITY: SURFACE MOTION
 CQ0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0941+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1997
 CQ0941
 CQ0941  HISTORY     - Date     Condition        Report By
 CQ0941  HISTORY     - 1934     MONUMENTED       CGS
 CQ0941  HISTORY     - 1935     GOOD             CGS
 CQ0941  HISTORY     - 19970219 GOOD             LADTD
 CQ0941
 CQ0941                          STATION DESCRIPTION
 CQ0941
 CQ0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0941'6.1 MI S FROM JONESBORO.
 CQ0941'6.1 MILES SOUTH OF AND ALONG THE C. R.I. AND P. R.R. SET HORIZONTAL IN
 CQ0941'THE N.E. CORNER OF THE CONCRETE FOUNDATION OF THE SIGNAL TOWER IN
 CQ0941'FRONT OF THE STATION WYATT.
 CQ0941
 CQ0941                          STATION RECOVERY (1997)
 CQ0941
 CQ0941'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (TLH)
 CQ0941'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF JONESBORO AND
 CQ0941'18.0 MI (29.0 KM) NORTH OF WINNFIELD.  OWNERSHIP--KANSAS CITY SOUTHERN
 CQ0941'RAILROAD.  TO REACH THE STATION FRON THE JACKSON PARISH COURT HOUSE IN
 CQ0941'JONESBORO, GO SOUTH FOR 6.05 MI (9.74 KM) ON U S HIGHWAY 167 TO THE
 CQ0941'JUNCTION WITH STATE HIGHWAY 505, TURN RIGHT AND GO WEST FOR 0.05 MI
 CQ0941'(0.08 KM) ON HIGHWAY 505 CROSSINGS THE TRACKS AND THE STATION ON THE
 CQ0941'LEFT, SET IN THE NORTH CORNER OF AN ABANDONED 2 BY 2 FT (0.6 M)
 CQ0941'FOUNDATION FOR A SIGNAL TOWER.  THE STATION IS 123.0 FT (37.5 M)
 CQ0941'SOUTH-SOUTHEAST FROM THE CENTER OF HIGHWAY 505, 37.0 FT (11.3 M)
 CQ0941'EAST-NORTHEAST FROM THE EAST CORNER OF A BLOCK BUILDING, 13.0 FT (4.0
 CQ0941'M) WEST-SOUTHWEST FROM THE WEST RAIL OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0557 ***********************************************************************
 CQ0557  DESIGNATION -  W 49
 CQ0557  PID         -  CQ0557
 CQ0557  STATE/COUNTY-  LA/JACKSON
 CQ0557  USGS QUAD   -  WOMACK (1989)
 CQ0557
 CQ0557                         *CURRENT SURVEY CONTROL
 CQ0557  ___________________________________________________________________
 CQ0557* NAD 83(1986)-  32 14 15.     (N)    092 28 24.     (W)     SCALED    
 CQ0557* NAVD 88     -        55.68   (+/-2cm)     182.7    (feet)  VERTCON   
 CQ0557  ___________________________________________________________________
 CQ0557  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ0557
 CQ0557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0557
 CQ0557.The horizontal coordinates were scaled from a topographic map and have
 CQ0557.an estimated accuracy of +/- 6 seconds.
 CQ0557
 CQ0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0557.The vertical order pertains to the NGVD 29 superseded value.
 CQ0557
 CQ0557.The geoid height was determined by GEOID03.
 CQ0557
 CQ0557;                    North         East    Units  Estimated Accuracy
 CQ0557;SPC LA N     -   192,650.    1,002,510.      MT  (+/- 180 meters Scaled)
 CQ0557
 CQ0557                          SUPERSEDED SURVEY CONTROL
 CQ0557
 CQ0557  NGVD 29 (??/??/??)   55.719  (m)          182.80   (f) ADJUSTED    2 0
 CQ0557
 CQ0557.Superseded values are not recommended for survey control.
 CQ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0557.See file dsdata.txt to determine how the superseded data were derived.
 CQ0557
 CQ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR496668(NAD 83)
 CQ0557_MARKER: DB = BENCH MARK DISK
 CQ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0557_STAMPING: W 49 1935
 CQ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0557+STABILITY: SURFACE MOTION
 CQ0557
 CQ0557  HISTORY     - Date     Condition        Report By
 CQ0557  HISTORY     - 1935     MONUMENTED       CGS
 CQ0557  HISTORY     - 1954     MARK NOT FOUND   USGS
 CQ0557  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0557
 CQ0557                          STATION DESCRIPTION
 CQ0557
 CQ0557'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 CQ0557'5.2 MI S FROM CHATHAM.
 CQ0557'5.2 MILES SOUTH ALONG THE TREMONT AND GULF RAILWAY FROM CHATHAM,
 CQ0557'JACKSON PARISH, ABOUT 200 YARDS SOUTH OF MILEPOST 22, 80 YARDS
 CQ0557'SOUTHEAST OF A SERVICE STATION ON STATE HIGHWAY 164, AT A WAGON-ROAD
 CQ0557'CROSSING, 35 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 32 FEET
 CQ0557'WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 23 FEET SOUTH OF THE
 CQ0557'ROAD.  A STANDARD DISK, STAMPED W 49 1935 AND SET IN THE TOP OF A
 CQ0557'CONCRETE POST.
 CQ0557
 CQ0557                          STATION RECOVERY (1986)
 CQ0557
 CQ0557'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1946 ***********************************************************************
 CP1946  DESIGNATION -  W 50
 CP1946  PID         -  CP1946
 CP1946  STATE/COUNTY-  LA/FRANKLIN
 CP1946  USGS QUAD   -  CROWVILLE (1983)
 CP1946
 CP1946                         *CURRENT SURVEY CONTROL
 CP1946  ___________________________________________________________________
 CP1946* NAD 83(1986)-  32 14 29.     (N)    091 35 34.     (W)     SCALED    
 CP1946* NAVD 88     -        27.15   (+/-2cm)      89.1    (feet)  VERTCON   
 CP1946  ___________________________________________________________________
 CP1946  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1946
 CP1946  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1946
 CP1946.The horizontal coordinates were scaled from a topographic map and have
 CP1946.an estimated accuracy of +/- 6 seconds.
 CP1946
 CP1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1946.The vertical order pertains to the NGVD 29 superseded value.
 CP1946
 CP1946.The geoid height was determined by GEOID03.
 CP1946
 CP1946;                    North         East    Units  Estimated Accuracy
 CP1946;SPC LA N     -   193,440.    1,085,490.      MT  (+/- 180 meters Scaled)
 CP1946
 CP1946                          SUPERSEDED SURVEY CONTROL
 CP1946
 CP1946  NGVD 29 (??/??/92)   27.164  (m)           89.12   (f) ADJ UNCH    1 2
 CP1946
 CP1946.Superseded values are not recommended for survey control.
 CP1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1946.See file dsdata.txt to determine how the superseded data were derived.
 CP1946
 CP1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR325680(NAD 83)
 CP1946_MARKER: DB = BENCH MARK DISK
 CP1946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1946_SP_SET: STEP
 CP1946_STAMPING: W 50 - 1935
 CP1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1946
 CP1946  HISTORY     - Date     Condition        Report By
 CP1946  HISTORY     - 1935     MONUMENTED       CGS
 CP1946  HISTORY     - 1970     GOOD             LADTD
 CP1946
 CP1946                          STATION DESCRIPTION
 CP1946
 CP1946'DESCRIBED BY LA TRANSP AND DEV 1970
 CP1946'0.15 MI NW FROM CROWVILLE.
 CP1946'ABOUT 0.15 MILE NORTHWEST ALONG A PAVE STREET FROM THE POST OFFICE IN
 CP1946'CROWVILLE.  IT IS 6 FEET NORTH OF THE CENTER OF THE EAST ENTRANCE TO
 CP1946'THE MAIN SCHOOL BUILDING.  SET IN THE TOP OF THE NORTH END OF THE
 CP1946'FIRST STEP, 0.5 FEET EAST OF THE EAST FACE OF THE BUILDING, AND ABOUT
 CP1946'1.0 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0020 ***********************************************************************
 BK0020  DESIGNATION -  W 59
 BK0020  PID         -  BK0020
 BK0020  STATE/COUNTY-  LA/EVANGELINE
 BK0020  USGS QUAD   -  ST LANDRY (1983)
 BK0020
 BK0020                         *CURRENT SURVEY CONTROL
 BK0020  ___________________________________________________________________
 BK0020* NAD 83(1986)-  30 46 20.     (N)    092 15 00.     (W)     SCALED    
 BK0020* NAVD 88     -        24.28   (+/-2cm)      79.7    (feet)  VERTCON   
 BK0020  ___________________________________________________________________
 BK0020  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK0020
 BK0020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0020
 BK0020.The horizontal coordinates were scaled from a topographic map and have
 BK0020.an estimated accuracy of +/- 6 seconds.
 BK0020
 BK0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0020.The vertical order pertains to the NGVD 29 superseded value.
 BK0020
 BK0020.The geoid height was determined by GEOID03.
 BK0020
 BK0020;                    North         East    Units  Estimated Accuracy
 BK0020;SPC LA S     -   252,220.      912,250.      MT  (+/- 180 meters Scaled)
 BK0020
 BK0020                          SUPERSEDED SURVEY CONTROL
 BK0020
 BK0020  NGVD 29 (??/??/??)   24.251  (m)           79.56   (f) ADJUSTED    2 0
 BK0020
 BK0020.Superseded values are not recommended for survey control.
 BK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0020.See file dsdata.txt to determine how the superseded data were derived.
 BK0020
 BK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ717045(NAD 83)
 BK0020_MARKER: DB = BENCH MARK DISK
 BK0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0020_STAMPING: W 59 1935
 BK0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0020+STABILITY: SURFACE MOTION
 BK0020
 BK0020  HISTORY     - Date     Condition        Report By
 BK0020  HISTORY     - 1935     MONUMENTED       CGS
 BK0020  HISTORY     - 1961     GOOD             CGS
 BK0020
 BK0020                          STATION DESCRIPTION
 BK0020
 BK0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0020'7.1 MI N FROM VILLE PLATTE.
 BK0020'ABOUT 0.5 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0020'STATION AT VILLE PLATTE, THENCE 0.5 MILE EAST ALONG EAST LINCOLN
 BK0020'STREET, THENCE 5.0 MILES NORTH ALONG STATE HIGHWAY 29, THENCE 0.6 MILE
 BK0020'NORTHWEST ALONG A GRAVELED ROAD TO A RAILROAD CROSSING, THENCE 0.5
 BK0020'MILE NORTH ALONG THE TEXAS AND PACIFIC RAILROAD, 168 FEET SOUTH OF
 BK0020'MILEPOST 14, 23 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND SET IN THE
 BK0020'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2513 ***********************************************************************
 BJ2513  DESIGNATION -  W 64.6 USE
 BJ2513  PID         -  BJ2513
 BJ2513  STATE/COUNTY-  LA/ST MARTIN
 BJ2513  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2513
 BJ2513                         *CURRENT SURVEY CONTROL
 BJ2513  ___________________________________________________________________
 BJ2513* NAD 83(1986)-  30 21 38.     (N)    091 42 57.     (W)     SCALED    
 BJ2513* NAVD 88     -         7.96   (+/-2cm)      26.1    (feet)  VERTCON   
 BJ2513  ___________________________________________________________________
 BJ2513  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2513
 BJ2513  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2513
 BJ2513.The horizontal coordinates were scaled from a topographic map and have
 BJ2513.an estimated accuracy of +/- 6 seconds.
 BJ2513
 BJ2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2513.The vertical order pertains to the NGVD 29 superseded value.
 BJ2513
 BJ2513.The geoid height was determined by GEOID03.
 BJ2513
 BJ2513;                    North         East    Units  Estimated Accuracy
 BJ2513;SPC LA S     -   206,300.      963,230.      MT  (+/- 180 meters Scaled)
 BJ2513
 BJ2513                          SUPERSEDED SURVEY CONTROL
 BJ2513
 BJ2513  NGVD 29 (??/??/??)    7.967  (m)           26.14   (f) ADJUSTED    1 2
 BJ2513
 BJ2513.Superseded values are not recommended for survey control.
 BJ2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2513.See file dsdata.txt to determine how the superseded data were derived.
 BJ2513
 BJ2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP234594(NAD 83)
 BJ2513_MARKER: DD = SURVEY DISK
 BJ2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2513_STAMPING: W 64.6 1948 M.S.L.
 BJ2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2513+STABILITY: SURFACE MOTION
 BJ2513
 BJ2513  HISTORY     - Date     Condition        Report By
 BJ2513  HISTORY     - 1948     MONUMENTED       DOD
 BJ2513  HISTORY     - 1965     GOOD             CGS
 BJ2513  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2513
 BJ2513                          STATION DESCRIPTION
 BJ2513
 BJ2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2513'7.35 MI N FROM BUTTE LA ROSE.
 BJ2513'ABOUT 7.35 MILES NORTH ALONG A LEVEE AND A DIRT ROAD FROM THE BOAT
 BJ2513'LANDING AT BUTTE LA ROSE, IN FRACTIONAL SECTION 13, T 8 S, R 7 E,
 BJ2513'ABOUT 350 FEET NORTHEAST OF A CURVE IN THE ROAD AND IN THE LEVEE, 72
 BJ2513'FEET NORTHWEST AND ACROSS THE ROAD FROM THE CENTER OF THE TOP OF THE
 BJ2513'LEVEE, 41 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL
 BJ2513'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14
 BJ2513'INCHES.
 BJ2513
 BJ2513                          STATION RECOVERY (1968)
 BJ2513
 BJ2513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1939 ***********************************************************************
 BX1939  DESIGNATION -  W 67
 BX1939  PID         -  BX1939
 BX1939  STATE/COUNTY-  LA/VERNON
 BX1939  USGS QUAD   -  SIMPSON SOUTH (1974)
 BX1939
 BX1939                         *CURRENT SURVEY CONTROL
 BX1939  ___________________________________________________________________
 BX1939* NAD 83(1986)-  31 12 18.     (N)    093 07 09.     (W)     SCALED    
 BX1939* NAVD 88     -        80.44   (+/-2cm)     263.9    (feet)  VERTCON   
 BX1939  ___________________________________________________________________
 BX1939  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX1939
 BX1939  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1939
 BX1939.The horizontal coordinates were scaled from a topographic map and have
 BX1939.an estimated accuracy of +/- 6 seconds.
 BX1939
 BX1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1939.The vertical order pertains to the NGVD 29 superseded value.
 BX1939
 BX1939.The geoid height was determined by GEOID03.
 BX1939
 BX1939;                    North         East    Units  Estimated Accuracy
 BX1939;SPC LA N     -    78,340.      941,000.      MT  (+/- 180 meters Scaled)
 BX1939
 BX1939                          SUPERSEDED SURVEY CONTROL
 BX1939
 BX1939  NGVD 29 (??/??/??)   80.512  (m)          264.15   (f) ADJUSTED    2 0
 BX1939
 BX1939.Superseded values are not recommended for survey control.
 BX1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1939.See file dsdata.txt to determine how the superseded data were derived.
 BX1939
 BX1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ886523(NAD 83)
 BX1939_MARKER: DB = BENCH MARK DISK
 BX1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1939_STAMPING: W 67 1933
 BX1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1939+STABILITY: SURFACE MOTION
 BX1939
 BX1939  HISTORY     - Date     Condition        Report By
 BX1939  HISTORY     - 1933     MONUMENTED       CGS
 BX1939  HISTORY     - 1961     GOOD             CGS
 BX1939  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1939  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1939
 BX1939                          STATION DESCRIPTION
 BX1939
 BX1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1939'0.6 MI NE FROM SLAGLE.
 BX1939'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX1939'AND STORE AT SLAGLE, IN SECTION 29, T 3 N, R 7 W, 42 1/2 FEET
 BX1939'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET NORTHWEST OF AND
 BX1939'ACROSS THE HIGHWAY FROM A POWER POLE, 140 YARDS NORTHEAST OF THE
 BX1939'CENTER OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 1214, BETWEEN
 BX1939'TWO LARGE PINE TREES, 19 1/2 FEET NORTHEAST OF THE CENTER OF A
 BX1939'DRAINAGE DITCH, 5 FEET SOUTHWEST OF AN 18-INCH PINE TREE, ABOUT 1 FOOT
 BX1939'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX1939'PROJECTING 2 INCHES.
 BX1939
 BX1939                          STATION RECOVERY (1994)
 BX1939
 BX1939'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1939'MARK NOT FOUND.
 BX1939
 BX1939                          STATION RECOVERY (2001)
 BX1939
 BX1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1939'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0044 ***********************************************************************
 BK0044  DESIGNATION -  W 68
 BK0044  PID         -  BK0044
 BK0044  STATE/COUNTY-  LA/AVOYELLES
 BK0044  USGS QUAD   -  BUNKIE (1992)
 BK0044
 BK0044                         *CURRENT SURVEY CONTROL
 BK0044  ___________________________________________________________________
 BK0044* NAD 83(1992)-  30 57 21.58250(N)    092 11 06.07425(W)     ADJUSTED  
 BK0044* NAVD 88     -        20.79   (+/-2cm)      68.2    (feet)  VERTCON   
 BK0044  ___________________________________________________________________
 BK0044  X           -    -208,723.743 (meters)                     COMP
 BK0044  Y           -  -5,470,516.570 (meters)                     COMP
 BK0044  Z           -   3,261,707.423 (meters)                     COMP
 BK0044  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK0044  ELLIP HEIGHT-          -6.22  (meters)          (01/02/04) GPS OBS
 BK0044  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK0044
 BK0044  HORZ ORDER  -  THIRD
 BK0044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0044  ELLP ORDER  -  FOURTH    CLASS II
 BK0044
 BK0044.The horizontal coordinates were established by GPS observations
 BK0044.and adjusted by the National Geodetic Survey in January 1993..
 BK0044
 BK0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0044.The vertical order pertains to the NGVD 29 superseded value.
 BK0044
 BK0044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0044
 BK0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0044
 BK0044.The ellipsoidal height was determined by GPS observations
 BK0044.and is referenced to NAD 83.
 BK0044
 BK0044.The geoid height was determined by GEOID03.
 BK0044
 BK0044;                    North         East     Units Scale Factor Converg.
 BK0044;SPC LA N     -    50,604.171 1,030,097.274   MT  1.00005444   +0 09 59.5
 BK0044;SPC LA N     -   166,023.85  3,379,577.47   sFT  1.00005444   +0 09 59.5
 BK0044;UTM  15      - 3,425,009.879   577,839.820   MT  0.99967474   +0 25 09.2
 BK0044
 BK0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0044!SPC LA N     -   1.00000098  x   1.00005444  =   1.00005542
 BK0044!UTM  15      -   1.00000098  x   0.99967474  =   0.99967572
 BK0044
 BK0044                          SUPERSEDED SURVEY CONTROL
 BK0044
 BK0044  ELLIP H (01/21/93)   -6.16   (m)                       GP(       ) 4 2
 BK0044  NAD 83(1986)-  30 57 21.60200(N)    092 11 06.06761(W) AD(       ) 3
 BK0044  NAD 27      -  30 57 20.91569(N)    092 11 05.61182(W) AD(       ) 3
 BK0044  NGVD 29 (??/??/??)   20.765  (m)           68.13   (f) ADJUSTED    2 0
 BK0044
 BK0044.Superseded values are not recommended for survey control.
 BK0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0044.See file dsdata.txt to determine how the superseded data were derived.
 BK0044
 BK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ7784025010(NAD 83)
 BK0044_MARKER: DB = BENCH MARK DISK
 BK0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK0044_SP_SET: FOUNDATION
 BK0044_STAMPING: W 68 1935
 BK0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0044+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK0044
 BK0044  HISTORY     - Date     Condition        Report By
 BK0044  HISTORY     - 1987     MONUMENTED       NGS
 BK0044  HISTORY     - 1960     GOOD             CGS
 BK0044  HISTORY     - 1976     GOOD             LADTD
 BK0044
 BK0044                          STATION DESCRIPTION
 BK0044
 BK0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BK0044'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK0044'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BK0044'OBSERVATIONS.
 BK0044'
 BK0044'THE STATION IS LOCATED ABOUT 0.1 KM (0.05 MI)
 BK0044'NORTH OF THE RAILROAD STATION IN BUNKIE.
 BK0044'OWNERSHIP--UNKNOWN
 BK0044'
 BK0044'TO REACH THE STATION FROM THE RAILROAD STATION IN BUNKIE GO NORTH
 BK0044'FOR 0.1 KM (0.05 MI) TO AN OLD 3 BY 3 FOOT SIGNAL BASE AND THE MARK.
 BK0044'
 BK0044'THE STATION IS A STANDARD CGS DISK
 BK0044'STAMPED---W 68 1935---,
 BK0044'SET INTO A DRILL HOLE IN THE WEST CORNER OF A 3 BY 3 FOOT SQUARE
 BK0044'CONCRETE (OLD SIGNAL BASE) BASE WHICH PROJECTS 30 CM. LOCATED
 BK0044'36.3 METERS (119 FT) EAST-NORTHEAST FROM THE CENTER OF U.S. HIGHWAY
 BK0044'71 AND
 BK0044'3.4 METERS (11 FT) SOUTH-SOUTHWEST FROM THE SOUTH RAIL OF RAILROAD.
 BK0044'
 BK0044'DESCRIBED BY KRW. TYPED BY WJR.
 BK0044
 BK0044                          STATION RECOVERY (1960)
 BK0044
 BK0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 BK0044'IN BUNKIE.
 BK0044'LOCATED ALONG THE TEXAS AND PACIFIC RAILROAD TRACK AT BUNKIE, 3 POLES
 BK0044'NORTH OF THE RAILROAD STATION, 11.3 FEET WEST OF THE WEST RAIL OF THE
 BK0044'TRACK, 6.5 FEET SOUTH OF A SWITCH STAND FOR SIDE TRACK LEADING NORTH,
 BK0044'5 FEET NORTH OF A SIGNAL CONTROL BOX, 48.5 FEET EAST OF POWER POLE
 BK0044'U4J, AND 74 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE TOOL
 BK0044'HOUSE FOR THE RAILROAD.  IT IS A STANDARD DISK, SET IN A DRILL HOLE IN
 BK0044'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A BLOCK SIGNAL
 BK0044'(SIGNAL HAS BEEN TORN DOWN) THE CONERETE FOUNDATION IS 3 FEET SQUARE
 BK0044'AND PROJECTS ABOUT 1 FOOT.
 BK0044
 BK0044                          STATION RECOVERY (1976)
 BK0044
 BK0044'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 BK0044'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT 400 FT NW ALONG THE TEXAS AND
 BK0044'PACIFIC RAILROAD TRACK, THREE TELEGRAPH POLES NW OF THE DEPOT, 11 FT
 BK0044'WEST OF THE WEST RAIL OF THE TRACK, 7 FT SOUTH OF A SWITCH STAND FOR A
 BK0044'SIDE TRACK LEADING NORTH, 5 FT NORTH OF A SIGNAL CONTROLL BOX, 48 FT
 BK0044'EAST OF A POWER POLE U4J, 74 FT NW OF THE NW CORNER OF A TOOL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2523 ***********************************************************************
 BJ2523  DESIGNATION -  W 71.8 USE
 BJ2523  PID         -  BJ2523
 BJ2523  STATE/COUNTY-  LA/ST MARTIN
 BJ2523  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2523
 BJ2523                         *CURRENT SURVEY CONTROL
 BJ2523  ___________________________________________________________________
 BJ2523* NAD 83(1986)-  30 16 50.     (N)    091 41 18.     (W)     SCALED    
 BJ2523* NAVD 88     -         7.02   (+/-2cm)      23.0    (feet)  VERTCON   
 BJ2523  ___________________________________________________________________
 BJ2523  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ2523
 BJ2523  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2523
 BJ2523.The horizontal coordinates were scaled from a topographic map and have
 BJ2523.an estimated accuracy of +/- 6 seconds.
 BJ2523
 BJ2523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2523.The vertical order pertains to the NGVD 29 superseded value.
 BJ2523
 BJ2523.The geoid height was determined by GEOID03.
 BJ2523
 BJ2523;                    North         East    Units  Estimated Accuracy
 BJ2523;SPC LA S     -   197,420.      965,850.      MT  (+/- 180 meters Scaled)
 BJ2523
 BJ2523                          SUPERSEDED SURVEY CONTROL
 BJ2523
 BJ2523  NGVD 29 (??/??/??)    7.022  (m)           23.04   (f) ADJUSTED    1 2
 BJ2523
 BJ2523.Superseded values are not recommended for survey control.
 BJ2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2523.See file dsdata.txt to determine how the superseded data were derived.
 BJ2523
 BJ2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP261506(NAD 83)
 BJ2523_MARKER: DD = SURVEY DISK
 BJ2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2523_STAMPING: W 71.8 1949 M.S.L.
 BJ2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2523+STABILITY: SURFACE MOTION
 BJ2523
 BJ2523  HISTORY     - Date     Condition        Report By
 BJ2523  HISTORY     - 1949     MONUMENTED       DOD
 BJ2523  HISTORY     - 1975     MARK NOT FOUND   NGS
 BJ2523  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BJ2523
 BJ2523                          STATION DESCRIPTION
 BJ2523
 BJ2523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BJ2523'0.25 MI N FROM BUTTE LA ROSE.
 BJ2523'ABOUT 0.25 MILE NORTHWEST ALONG A LEVEE AND BLACKTOPPED ROAD FROM THE
 BJ2523'BOAT LANDING AT BUTTE LA. ROSE, 50 FEET SOUTHWEST OF THE CENTER LINE
 BJ2523'OF THE ROAD AND THE LEVEE, 63 FEET NORTHWEST OF A BRACED POWER POLE
 BJ2523'NUMBERED 154, 8 FEET NORTHWEST OF THE CENTERLINE OF A TRACK ROAD,
 BJ2523'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BJ2523'CONCRETE POST PROJECTING 14 INCHES.  NOTE-- THE EDGE OF THE NEW ROAD
 BJ2523'COMES VERY CLOSE TO THE POINT DESCRIBED BY THE DESCRIPTION.
 BJ2523
 BJ2523                          STATION RECOVERY (2004)
 BJ2523
 BJ2523'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ2523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1804 ***********************************************************************
 BJ1804  DESIGNATION -  W 75
 BJ1804  PID         -  BJ1804
 BJ1804  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1804  USGS QUAD   -  ROSELAND (1981)
 BJ1804
 BJ1804                         *CURRENT SURVEY CONTROL
 BJ1804  ___________________________________________________________________
 BJ1804* NAD 83(1986)-  30 49 29.     (N)    090 31 23.     (W)     SCALED    
 BJ1804* NAVD 88     -        67.07   (+/-2cm)     220.0    (feet)  VERTCON   
 BJ1804  ___________________________________________________________________
 BJ1804  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1804
 BJ1804  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1804
 BJ1804.The horizontal coordinates were scaled from a topographic map and have
 BJ1804.an estimated accuracy of +/- 6 seconds.
 BJ1804
 BJ1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1804.The vertical order pertains to the NGVD 29 superseded value.
 BJ1804
 BJ1804.The geoid height was determined by GEOID03.
 BJ1804
 BJ1804;                    North         East    Units  Estimated Accuracy
 BJ1804;SPC LA S     -   257,970.    1,077,530.      MT  (+/- 180 meters Scaled)
 BJ1804
 BJ1804                          SUPERSEDED SURVEY CONTROL
 BJ1804
 BJ1804  NGVD 29 (??/??/??)   67.083  (m)          220.09   (f) ADJUSTED    1 2
 BJ1804
 BJ1804.Superseded values are not recommended for survey control.
 BJ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1804.See file dsdata.txt to determine how the superseded data were derived.
 BJ1804
 BJ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ369128(NAD 83)
 BJ1804_MARKER: DB = BENCH MARK DISK
 BJ1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1804_STAMPING: W 75 1935 220.295
 BJ1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1804+STABILITY: SURFACE MOTION
 BJ1804
 BJ1804  HISTORY     - Date     Condition        Report By
 BJ1804  HISTORY     - 1935     MONUMENTED       CGS
 BJ1804  HISTORY     - 1959     GOOD             CGS
 BJ1804
 BJ1804                          STATION DESCRIPTION
 BJ1804
 BJ1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BJ1804'0.8 MI W FROM FLUKER.
 BJ1804'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 10 FROM THE ILLINOIS CENTRAL
 BJ1804'RAILROAD STATION AT FLUKER, 44 FEET SOUTH OF THE CENTER LINE OF THE
 BJ1804'HIGHWAY, 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 27
 BJ1804'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 15 1/2 FEET NORTH
 BJ1804'OF A 24-INCH OAK TREE, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF
 BJ1804'A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3234 ***********************************************************************
 BJ3234  DESIGNATION -  W 75 RESET 1982
 BJ3234  PID         -  BJ3234
 BJ3234  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3234  USGS QUAD   -  ROSELAND (1981)
 BJ3234
 BJ3234                         *CURRENT SURVEY CONTROL
 BJ3234  ___________________________________________________________________
 BJ3234* NAD 83(1986)-  30 49 29.     (N)    090 31 23.     (W)     SCALED    
 BJ3234* NAVD 88     -        68.270  (meters)     223.98   (feet)  ADJUSTED  
 BJ3234  ___________________________________________________________________
 BJ3234  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3234  DYNAMIC HT  -          68.181 (meters)     223.69  (feet)  COMP
 BJ3234  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BJ3234
 BJ3234  VERT ORDER  -  SECOND    CLASS I
 BJ3234
 BJ3234.The horizontal coordinates were scaled from a topographic map and have
 BJ3234.an estimated accuracy of +/- 6 seconds.
 BJ3234
 BJ3234.The orthometric height was determined by differential leveling
 BJ3234.and adjusted by the National Geodetic Survey in February 1994..
 BJ3234
 BJ3234.The geoid height was determined by GEOID03.
 BJ3234
 BJ3234.The dynamic height is computed by dividing the NAVD 88
 BJ3234.geopotential number by the normal gravity value computed on the
 BJ3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3234.degrees latitude (g = 980.6199 gals.).
 BJ3234
 BJ3234.The modeled gravity was interpolated from observed gravity values.
 BJ3234
 BJ3234;                    North         East    Units  Estimated Accuracy
 BJ3234;SPC LA S     -   257,970.    1,077,530.      MT  (+/- 180 meters Scaled)
 BJ3234
 BJ3234                          SUPERSEDED SURVEY CONTROL
 BJ3234
 BJ3234  NGVD 29 (??/??/??)   68.28   (m)          224.0    (f) RESET       3  
 BJ3234
 BJ3234.Superseded values are not recommended for survey control.
 BJ3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3234.See file dsdata.txt to determine how the superseded data were derived.
 BJ3234
 BJ3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ369128(NAD 83)
 BJ3234_MARKER: DB = BENCH MARK DISK
 BJ3234_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3234_SP_SET: STAINLESS STEEL ROD
 BJ3234_STAMPING: W 75 RESET 1982
 BJ3234_MARK LOGO: NGS   
 BJ3234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BJ3234+STABILITY: POSITION/ELEVATION WELL
 BJ3234
 BJ3234  HISTORY     - Date     Condition        Report By
 BJ3234  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3234  HISTORY     - 1984     GOOD             LADTD
 BJ3234
 BJ3234                          STATION DESCRIPTION
 BJ3234
 BJ3234'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3234'0.8 MI W FROM FLUKER.
 BJ3234'1.3 KM (0.8 MI) WEST ALONG STATE HIGHWAY 10 AND JUNCTION OF U.S.
 BJ3234'HIGHWAY 51 IN FLUKER, 111.9 METERS (367.0 FT) NORTH-NORTHWEST OF THE
 BJ3234'NORTHWEST CORNER OF A WOODFRAME HOUSE ON THE SOUTH SIDE OF THE HIGH-
 BJ3234'WAY 21.3 METERS (70.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY,
 BJ3234'AND 11.3 METERS (39.0 FT) EAST OF CONSTRUCTION STATION #234+99.
 BJ3234
 BJ3234                          STATION RECOVERY (1984)
 BJ3234
 BJ3234'RECOVERY NOTE BY LA TRANSP AND DEV 1984
 BJ3234'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 1.3 KM
 BJ3234'(0.8 MI) WEST ON STATE HIGHWAY 10 FROM THE POST OFFICE IN FLUKER AT
 BJ3234'THE NORTH JUNCTION OF HIGHWAY 10 AND U.S. HIGHWAY 51 TO THE BENCH MARK
 BJ3234'ON THE RIGHT, SET ON TOP OF A HILL, 43 METERS (141 FT) WEST OF POWER
 BJ3234'POLE WITH TRANSFORMER, 32.5 METERS (106.5 FT) EAST OF POWER POLE
 BJ3234'NUMBER 12, AND 21.2 METERS (69.5 FT) NORTH OF THE CENTER OF HIGHWAY
 BJ3234'10,
 BJ3234'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BJ3234'THE MARK IS 4.57 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1242 ***********************************************************************
 BJ1242  DESIGNATION -  W 80
 BJ1242  PID         -  BJ1242
 BJ1242  STATE/COUNTY-  LA/WASHINGTON
 BJ1242  USGS QUAD   -  FRANKLINTON (1983)
 BJ1242
 BJ1242                         *CURRENT SURVEY CONTROL
 BJ1242  ___________________________________________________________________
 BJ1242* NAD 83(1986)-  30 51 29.     (N)    090 09 46.     (W)     SCALED    
 BJ1242* NAVD 88     -        48.84   (+/-2cm)     160.2    (feet)  VERTCON   
 BJ1242  ___________________________________________________________________
 BJ1242  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BJ1242
 BJ1242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1242
 BJ1242.The horizontal coordinates were scaled from a topographic map and have
 BJ1242.an estimated accuracy of +/- 6 seconds.
 BJ1242
 BJ1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1242.The vertical order pertains to the NGVD 29 superseded value.
 BJ1242
 BJ1242.The geoid height was determined by GEOID03.
 BJ1242
 BJ1242;                    North         East    Units  Estimated Accuracy
 BJ1242;SPC LA S     -   261,960.    1,111,960.      MT  (+/- 180 meters Scaled)
 BJ1242
 BJ1242                          SUPERSEDED SURVEY CONTROL
 BJ1242
 BJ1242  NGVD 29 (??/??/??)   48.938  (m)          160.56   (f) ADJUSTED    2 0
 BJ1242
 BJ1242.Superseded values are not recommended for survey control.
 BJ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1242.See file dsdata.txt to determine how the superseded data were derived.
 BJ1242
 BJ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ713173(NAD 83)
 BJ1242_MARKER: DB = BENCH MARK DISK
 BJ1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1242_STAMPING: W 80 1935
 BJ1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1242+STABILITY: SURFACE MOTION
 BJ1242
 BJ1242  HISTORY     - Date     Condition        Report By
 BJ1242  HISTORY     - 1935     MONUMENTED       CGS
 BJ1242  HISTORY     - 1955     MARK NOT FOUND   USGS
 BJ1242
 BJ1242                          STATION DESCRIPTION
 BJ1242
 BJ1242'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BJ1242'1.2 MI N FROM FRANKLINTON.
 BJ1242'1.2 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BJ1242'STATION AT FRANKLINTON, WASHINGTON PARISH, AT THE NORTHEAST CORNER OF
 BJ1242'A FAIRGROUNDS, 135 FEET SOUTH OF BRIDGE NO. 86-20, AT A ROAD CROSSING,
 BJ1242'AND 30 FEET WEST OF THE WEST RAIL. A STANDARD DISK, STAMPED W 80 1935
 BJ1242'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1962 ***********************************************************************
 BJ1962  DESIGNATION -  W 94
 BJ1962  PID         -  BJ1962
 BJ1962  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1962  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ1962
 BJ1962                         *CURRENT SURVEY CONTROL
 BJ1962  ___________________________________________________________________
 BJ1962* NAD 83(1986)-  30 22 38.     (N)    091 13 24.     (W)     SCALED    
 BJ1962* NAVD 88     -         8.67   (+/-2cm)      28.4    (feet)  VERTCON   
 BJ1962  ___________________________________________________________________
 BJ1962  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1962
 BJ1962  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1962
 BJ1962.The horizontal coordinates were scaled from a topographic map and have
 BJ1962.an estimated accuracy of +/- 6 seconds.
 BJ1962
 BJ1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1962.The vertical order pertains to the NGVD 29 superseded value.
 BJ1962
 BJ1962.The geoid height was determined by GEOID03.
 BJ1962
 BJ1962;                    North         East    Units  Estimated Accuracy
 BJ1962;SPC LA S     -   208,090.    1,010,570.      MT  (+/- 180 meters Scaled)
 BJ1962
 BJ1962                          SUPERSEDED SURVEY CONTROL
 BJ1962
 BJ1962  NGVD 29 (??/??/??)    8.687  (m)           28.50   (f) ADJUSTED    1 2
 BJ1962
 BJ1962.Superseded values are not recommended for survey control.
 BJ1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1962.See file dsdata.txt to determine how the superseded data were derived.
 BJ1962
 BJ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP707619(NAD 83)
 BJ1962_MARKER: DB = BENCH MARK DISK
 BJ1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1962_STAMPING: W 94 1938 29
 BJ1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1962+STABILITY: SURFACE MOTION
 BJ1962
 BJ1962  HISTORY     - Date     Condition        Report By
 BJ1962  HISTORY     - 1938     MONUMENTED       CGS
 BJ1962  HISTORY     - 1955     GOOD             CGS
 BJ1962
 BJ1962                          STATION DESCRIPTION
 BJ1962
 BJ1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1962'5.25 MI S FROM BATON ROUGE.
 BJ1962'LOCATED 5.25 MILES SOUTH ALONG THE LEVEE ROAD FROM THE ILLINOIS
 BJ1962'CENTRAL RAILROAD STATION IN BATON ROUGE, ABOUT 150 YARDS NORTH OF A
 BJ1962'LARGE SILO, BARN AND STOCK PENS.  IT IS IN THE SOUTHWEST CORNER OF A
 BJ1962'YARD, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE LEVEE ROAD, 44 FEET
 BJ1962'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD HOUSE, 54 FEET WEST OF A
 BJ1962'LARGE LIVE OAK TREE, 32 FEET NORTH-NORTHEAST OF A LARGE LIVE OAK TREE,
 BJ1962'2 FEET NORTH OF AN EAST-WEST FENCE LINE AND 15 FEET EAST OF A T FENCE
 BJ1962'CORNER.  IT IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 BJ1962'PROJECTING 10 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0997 ***********************************************************************
 BJ0997  DESIGNATION -  W 94 RESET
 BJ0997  PID         -  BJ0997
 BJ0997  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0997  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0997
 BJ0997                         *CURRENT SURVEY CONTROL
 BJ0997  ___________________________________________________________________
 BJ0997* NAD 83(1986)-  30 22 38.     (N)    091 13 24.     (W)     SCALED    
 BJ0997* NAVD 88     -         8.408  (meters)      27.59   (feet)  ADJUSTED  
 BJ0997  ___________________________________________________________________
 BJ0997  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0997  DYNAMIC HT  -           8.397 (meters)      27.55  (feet)  COMP
 BJ0997  MODELED GRAV-     979,329.7   (mgal)                       NAVD 88
 BJ0997
 BJ0997  VERT ORDER  -  FIRST     CLASS I
 BJ0997
 BJ0997.The horizontal coordinates were scaled from a topographic map and have
 BJ0997.an estimated accuracy of +/- 6 seconds.
 BJ0997
 BJ0997.The orthometric height was determined by differential leveling
 BJ0997.and adjusted by the National Geodetic Survey in February 1994..
 BJ0997
 BJ0997.The geoid height was determined by GEOID03.
 BJ0997
 BJ0997.The dynamic height is computed by dividing the NAVD 88
 BJ0997.geopotential number by the normal gravity value computed on the
 BJ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0997.degrees latitude (g = 980.6199 gals.).
 BJ0997
 BJ0997.The modeled gravity was interpolated from observed gravity values.
 BJ0997
 BJ0997;                    North         East    Units  Estimated Accuracy
 BJ0997;SPC LA S     -   208,090.    1,010,570.      MT  (+/- 180 meters Scaled)
 BJ0997
 BJ0997                          SUPERSEDED SURVEY CONTROL
 BJ0997
 BJ0997  NGVD 29 (??/??/??)    8.434  (m)           27.67   (f) ADJUSTED    1 1
 BJ0997
 BJ0997.Superseded values are not recommended for survey control.
 BJ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0997.See file dsdata.txt to determine how the superseded data were derived.
 BJ0997
 BJ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP707619(NAD 83)
 BJ0997_MARKER: DB = BENCH MARK DISK
 BJ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0997_SP_SET: CONCRETE POST
 BJ0997_STAMPING: W 94 RESET 1958
 BJ0997_MARK LOGO: CGS   
 BJ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0997+STABILITY: SURFACE MOTION
 BJ0997
 BJ0997  HISTORY     - Date     Condition        Report By
 BJ0997  HISTORY     - 1958     MONUMENTED       CGS
 BJ0997  HISTORY     - 1964     GOOD             CGS
 BJ0997  HISTORY     - 1976     GOOD             NGS
 BJ0997  HISTORY     - 1986     GOOD             NGS
 BJ0997
 BJ0997                          STATION DESCRIPTION
 BJ0997
 BJ0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0997'5.3 MI S FROM BATON ROUGE.
 BJ0997'ABOUT 5.3 MILES SOUTH ALONG THE RIVER ROAD AND STATE HIGHWAY 327 FROM
 BJ0997'THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, ABOUT 150 YARDS
 BJ0997'NORTHWEST OF A GROUP OF BUILDINGS (A SILO, BARN AND STOCK PENS), 64
 BJ0997'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 BJ0997'SOUTHWEST OF A 60-INCH OAK TREE, 155 FEET NORTHEAST OF A 60 INCH OAK
 BJ0997'TREE, 1 FOOT SOUTHWEST OF A FENCE LINE, 1 FOOT ABOVE THE LEVEL OF THE
 BJ0997'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 BJ0997'ABOVE THE LEVEL OF THE GROUND.
 BJ0997
 BJ0997                          STATION RECOVERY (1976)
 BJ0997
 BJ0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0997'4.8 MILE SOUTHWEST ALONG RIVER ROAD (STATE HIGHWAY 327) FROM THE
 BJ0997'INTERSTATE HIGHWAY 10 BRIDGE OVERPASS, 105 FT SOUTHWEST OF POWER POLE
 BJ0997'NUMBER 108 WITH TRANSFORMER, 65 FT SOUTHEAST OF THE CENTER LINE OF
 BJ0997'THE HIGHWAY, 156 FT NORTHEAST OF A 84 INCH LIVE OAK TREE, 22 FT
 BJ0997'SOUTHWEST OF A 72 INCH LIVE OAK TREE, 1 FT SOUTHWEST OF A WOOD FENCE
 BJ0997'LINE, 150 YARDS NORTHWEST OF A GROUP OF BUILDINGS (A CONCRETE SILO,
 BJ0997'A BARN AND STOCK PENS).
 BJ0997
 BJ0997                          STATION RECOVERY (1986)
 BJ0997
 BJ0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1038 ***********************************************************************
 BX1038  DESIGNATION -  W 96
 BX1038  PID         -  BX1038
 BX1038  STATE/COUNTY-  LA/NATCHITOCHES
 BX1038  USGS QUAD   -  LENA (1992)
 BX1038
 BX1038                         *CURRENT SURVEY CONTROL
 BX1038  ___________________________________________________________________
 BX1038* NAD 83(1986)-  31 28 57.     (N)    092 49 02.     (W)     SCALED    
 BX1038* NAVD 88     -        39.89   (+/-2cm)     130.9    (feet)  VERTCON   
 BX1038  ___________________________________________________________________
 BX1038  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1038
 BX1038  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1038
 BX1038.The horizontal coordinates were scaled from a topographic map and have
 BX1038.an estimated accuracy of +/- 6 seconds.
 BX1038
 BX1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1038.The vertical order pertains to the NGVD 29 superseded value.
 BX1038
 BX1038.The geoid height was determined by GEOID03.
 BX1038
 BX1038;                    North         East    Units  Estimated Accuracy
 BX1038;SPC LA N     -   108,980.      969,860.      MT  (+/- 180 meters Scaled)
 BX1038
 BX1038                          SUPERSEDED SURVEY CONTROL
 BX1038
 BX1038  NGVD 29 (??/??/??)   39.903  (m)          130.92   (f) ADJUSTED    1 2
 BX1038
 BX1038.Superseded values are not recommended for survey control.
 BX1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1038.See file dsdata.txt to determine how the superseded data were derived.
 BX1038
 BX1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ173830(NAD 83)
 BX1038_MARKER: DB = BENCH MARK DISK
 BX1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1038_STAMPING: W 96 1938
 BX1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1038+STABILITY: SURFACE MOTION
 BX1038
 BX1038  HISTORY     - Date     Condition        Report By
 BX1038  HISTORY     - 1938     MONUMENTED       CGS
 BX1038
 BX1038                          STATION DESCRIPTION
 BX1038
 BX1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1038'2.7 MI SE FROM CHOPIN.
 BX1038'2.7 MILES SE OF THE R.R.STATION ON THE NORTH RIGHT OF WAY OF THE TEXAS
 BX1038'AND PACIFIC RAIL ROAD.  LOCATED 60 FEET NORTH OF THE CENTER LINE OF
 BX1038'THE TRACK OPPOSITE A POINT 85 FEET EAST OF MILEPOST NO. 220. 10 FEET
 BX1038'NORTH OF THE NORTH POLE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1698 ***********************************************************************
 BX1698  DESIGNATION -  W 97
 BX1698  PID         -  BX1698
 BX1698  STATE/COUNTY-  LA/NATCHITOCHES
 BX1698  USGS QUAD   -  PROVENCAL (1992)
 BX1698
 BX1698                         *CURRENT SURVEY CONTROL
 BX1698  ___________________________________________________________________
 BX1698* NAD 83(1986)-  31 39 52.     (N)    093 13 35.     (W)     SCALED    
 BX1698* NAVD 88     -        61.35   (+/-2cm)     201.3    (feet)  VERTCON   
 BX1698  ___________________________________________________________________
 BX1698  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1698
 BX1698  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1698
 BX1698.The horizontal coordinates were scaled from a topographic map and have
 BX1698.an estimated accuracy of +/- 6 seconds.
 BX1698
 BX1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1698.The vertical order pertains to the NGVD 29 superseded value.
 BX1698
 BX1698.The geoid height was determined by GEOID03.
 BX1698
 BX1698;                    North         East    Units  Estimated Accuracy
 BX1698;SPC LA N     -   129,340.      931,120.      MT  (+/- 180 meters Scaled)
 BX1698
 BX1698                          SUPERSEDED SURVEY CONTROL
 BX1698
 BX1698  NGVD 29 (??/??/??)   61.408  (m)          201.47   (f) ADJUSTED    1 2
 BX1698
 BX1698.Superseded values are not recommended for survey control.
 BX1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1698.See file dsdata.txt to determine how the superseded data were derived.
 BX1698
 BX1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR785032(NAD 83)
 BX1698_MARKER: DB = BENCH MARK DISK
 BX1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1698_STAMPING: W 97 1938
 BX1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1698+STABILITY: SURFACE MOTION
 BX1698
 BX1698  HISTORY     - Date     Condition        Report By
 BX1698  HISTORY     - 1938     MONUMENTED       CGS
 BX1698  HISTORY     - 1970     GOOD             LADTD
 BX1698  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX1698  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1698
 BX1698                          STATION DESCRIPTION
 BX1698
 BX1698'DESCRIBED BY LA TRANSP AND DEV 1970
 BX1698'2.60 MI W FROM PROVENCAL.
 BX1698'ABOUT 1.9 MILES WEST FROM THE POST OFFICE IN PROVENCAL ALONG BLACK TOP
 BX1698'PARISH ROAD TO A GRAVEL ROAD LEADING NORTHEAST.  .70 MILES NORTHEAST
 BX1698'ALONG GRAVEL ROAD TO A HIGH HILL.  22 FEET SOUTHWEST OF CENTER OF A
 BX1698'GRADED ROAD LEADING NORTHWEST.  38 FEET NORTHWEST OF POWER POLE. 7
 BX1698'FEET NORTHWEST OF 12 INCH PIN OAK TREE.  SET IN TOP OF A CONCRETE POST
 BX1698'PROJECTING 6 INCHES ABOVE GROUND.
 BX1698
 BX1698                          STATION RECOVERY (1995)
 BX1698
 BX1698'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX1698'MARK NOT FOUND.
 BX1698
 BX1698                          STATION RECOVERY (2001)
 BX1698
 BX1698'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 BX1698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1617 ***********************************************************************
 CQ1617  DESIGNATION -  W 98
 CQ1617  PID         -  CQ1617
 CQ1617  STATE/COUNTY-  LA/BIENVILLE
 CQ1617  USGS QUAD   -  FRYEBURG (1986)
 CQ1617
 CQ1617                         *CURRENT SURVEY CONTROL
 CQ1617  ___________________________________________________________________
 CQ1617* NAD 83(1986)-  32 22 33.     (N)    093 13 17.     (W)     SCALED    
 CQ1617* NAVD 88     -        80.83   (+/-2cm)     265.2    (feet)  VERTCON   
 CQ1617  ___________________________________________________________________
 CQ1617  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ1617
 CQ1617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1617
 CQ1617.The horizontal coordinates were scaled from a topographic map and have
 CQ1617.an estimated accuracy of +/- 6 seconds.
 CQ1617
 CQ1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1617.The vertical order pertains to the NGVD 29 superseded value.
 CQ1617
 CQ1617.The geoid height was determined by GEOID03.
 CQ1617
 CQ1617;                    North         East    Units  Estimated Accuracy
 CQ1617;SPC LA N     -   208,210.      932,120.      MT  (+/- 180 meters Scaled)
 CQ1617
 CQ1617                          SUPERSEDED SURVEY CONTROL
 CQ1617
 CQ1617  NGVD 29 (??/??/??)   80.895  (m)          265.40   (f) ADJUSTED    2 0
 CQ1617
 CQ1617.Superseded values are not recommended for survey control.
 CQ1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1617.See file dsdata.txt to determine how the superseded data were derived.
 CQ1617
 CQ1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR791821(NAD 83)
 CQ1617_MARKER: DB = BENCH MARK DISK
 CQ1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1617_STAMPING: W-98 1938
 CQ1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1617+STABILITY: SURFACE MOTION
 CQ1617
 CQ1617  HISTORY     - Date     Condition        Report By
 CQ1617  HISTORY     - 1938     MONUMENTED       CGS
 CQ1617  HISTORY     - 1943     GOOD             LOCSUR
 CQ1617  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1617
 CQ1617                          STATION DESCRIPTION
 CQ1617
 CQ1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1617'0.10 MI NW FROM LAWHON.
 CQ1617'AT LAWHON, BIENVILLE PARISH, ABOUT 0.1 MILE NORTHWEST OF THE LOUISIANA
 CQ1617'AND ARKANSAS RAILWAY STATION, AT MILEAGE 95.16, ABOUT 225 FEET
 CQ1617'NORTHWEST OF THE NORTHWEST END OF A FREIGHT PLATFORM, OPPOSITE A
 CQ1617'COTTON-GIN MILL, ABOUT 215 FEET NORTH OF A DIMROAD CROSSING, AND 33
 CQ1617'FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED W 98
 CQ1617'1938 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1617
 CQ1617                          STATION RECOVERY (1943)
 CQ1617
 CQ1617'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1617'RECOVERED IN GOOD CONDITION.
 CQ1617
 CQ1617                          STATION RECOVERY (1982)
 CQ1617
 CQ1617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1973 ***********************************************************************
 BX1973  DESIGNATION -  W 99
 BX1973  PID         -  BX1973
 BX1973  STATE/COUNTY-  LA/SABINE
 BX1973  USGS QUAD   -  HORNBECK (1994)
 BX1973
 BX1973                         *CURRENT SURVEY CONTROL
 BX1973  ___________________________________________________________________
 BX1973* NAD 83(1986)-  31 21 52.     (N)    093 26 03.     (W)     SCALED    
 BX1973* NAVD 88     -        65.24   (+/-2cm)     214.0    (feet)  VERTCON   
 BX1973  ___________________________________________________________________
 BX1973  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX1973
 BX1973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1973
 BX1973.The horizontal coordinates were scaled from a topographic map and have
 BX1973.an estimated accuracy of +/- 6 seconds.
 BX1973
 BX1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1973.The vertical order pertains to the NGVD 29 superseded value.
 BX1973
 BX1973.The geoid height was determined by GEOID03.
 BX1973
 BX1973;                    North         East    Units  Estimated Accuracy
 BX1973;SPC LA N     -    96,230.      911,130.      MT  (+/- 180 meters Scaled)
 BX1973
 BX1973                          SUPERSEDED SURVEY CONTROL
 BX1973
 BX1973  NGVD 29 (??/??/??)   65.319  (m)          214.30   (f) ADJUSTED    2 0
 BX1973
 BX1973.Superseded values are not recommended for survey control.
 BX1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1973.See file dsdata.txt to determine how the superseded data were derived.
 BX1973
 BX1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ587700(NAD 83)
 BX1973_MARKER: DB = BENCH MARK DISK
 BX1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1973_STAMPING: W 99 1938
 BX1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1973+STABILITY: SURFACE MOTION
 BX1973
 BX1973  HISTORY     - Date     Condition        Report By
 BX1973  HISTORY     - 1938     MONUMENTED       CGS
 BX1973
 BX1973                          STATION DESCRIPTION
 BX1973
 BX1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1973'3.8 MI NW FROM HORNBECK.
 BX1973'IN SABINE PARISH, 3.8 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN
 BX1973'RAILWAY FROM THE STATION AT HORNBECK, VERNON PARISH, 0.2 MILE SOUTH OF
 BX1973'MILEPOST 648, 51 FEET SOUTH OF THE SOUTH END OF A WOODEN TRESTLE, AND
 BX1973'32 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED W 99 1938 AND
 BX1973'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2573 ***********************************************************************
 AU2573  DESIGNATION -  W COTE BLANCHE BAY TEX WELL 26
 AU2573  PID         -  AU2573
 AU2573  STATE/COUNTY-  LA/ST MARY
 AU2573  USGS QUAD   -  MARONE POINT (1994)
 AU2573
 AU2573                         *CURRENT SURVEY CONTROL
 AU2573  ___________________________________________________________________
 AU2573* NAD 83(1992)-  29 42 48.10008(N)    091 41 36.50760(W)     ADJUSTED  
 AU2573* NAVD 88     -                                                        
 AU2573  **This station is located in a subsidence area (see below).
 AU2573  ___________________________________________________________________
 AU2573  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2573  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AU2573
 AU2573  HORZ ORDER  -  THIRD
 AU2573
 AU2573.The horizontal coordinates were established by classical geodetic methods
 AU2573.and adjusted by the National Geodetic Survey in January 1993..
 AU2573
 AU2573 ** The orthometric height has not been validated since last determined
 AU2573 ** by differential leveling and should not be used for control purposes.
 AU2573 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2573 ** area with valid NAVD 88 orthometric heights.
 AU2573 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2573 ** epoch indicated which incorporates improved geoid heights for the
 AU2573 ** Southern Louisiana Subsidence area.
 AU2573 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2573
 AU2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2573
 AU2573.The geoid height was determined by GEOID03.
 AU2573
 AU2573;                    North         East     Units Scale Factor Converg.
 AU2573;SPC LA S     -   134,549.470   965,154.117   MT  0.99993826   -0 10 48.3
 AU2573;SPC LA S     -   441,434.39  3,166,509.80   sFT  0.99993826   -0 10 48.3
 AU2573;UTM  15      - 3,287,738.414   626,377.547   MT  0.99979706   +0 38 51.6
 AU2573
 AU2573                          SUPERSEDED SURVEY CONTROL
 AU2573
 AU2573  NAD 83(1986)-  29 42 48.12219(N)    091 41 36.50235(W) AD(       ) 4
 AU2573  NAD 27      -  29 42 47.37000(N)    091 41 36.08400(W) AD(       ) 3
 AU2573
 AU2573.Superseded values are not recommended for survey control.
 AU2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2573.See file dsdata.txt to determine how the superseded data were derived.
 AU2573
 AU2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2637887738(NAD 83)
 AU2573_MARKER: 67 = OIL DERRICK
 AU2573
 AU2573  HISTORY     - Date     Condition        Report By
 AU2573  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2573
 AU2573                          STATION DESCRIPTION
 AU2573
 AU2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2573'THE STATION IS THE DERRICK OVER TEXAS COMPANY WELL NO. 26,
 AU2573'LOCATED IN WEST COTE BLANCHE BAY, ABOUT 2-1/2 MILES SOUTH
 AU2573'SOUTHEAST OF TRIANGULATION STATION COTE BLANCHE 3 1913,
 AU2573'ABOUT 3 MILES SOUTHEAST OF THE MOUTH OF IVANHOE CANAL, 6
 AU2573'MILES SOUTHEAST OF THE LOUISA POSTOFFICE, AND ABOUT 6-1/2
 AU2573'MILES NORTHWEST OF THE WESTERN TIP OF POINT MARONE.
 AU2573'
 AU2573'THE DERRICK IS TEMPORARY AND SUBJECT TO REMOVAL.  HOWEVER,
 AU2573'THE CASING WILL PROBABLY REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2579 ***********************************************************************
 AU2579  DESIGNATION -  W COTE BLANCHE BAY TEX WELL 78
 AU2579  PID         -  AU2579
 AU2579  STATE/COUNTY-  LA/ST MARY
 AU2579  USGS QUAD   -  HAMMOCK LAKE (1994)
 AU2579
 AU2579                         *CURRENT SURVEY CONTROL
 AU2579  ___________________________________________________________________
 AU2579* NAD 83(1992)-  29 42 12.16718(N)    091 47 08.76374(W)     ADJUSTED  
 AU2579* NAVD 88     -                                                        
 AU2579  **This station is located in a subsidence area (see below).
 AU2579  ___________________________________________________________________
 AU2579  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU2579  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AU2579
 AU2579  HORZ ORDER  -  THIRD
 AU2579
 AU2579.The horizontal coordinates were established by classical geodetic methods
 AU2579.and adjusted by the National Geodetic Survey in January 1993..
 AU2579
 AU2579 ** The orthometric height has not been validated since last determined
 AU2579 ** by differential leveling and should not be used for control purposes.
 AU2579 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2579 ** area with valid NAVD 88 orthometric heights.
 AU2579 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2579 ** epoch indicated which incorporates improved geoid heights for the
 AU2579 ** Southern Louisiana Subsidence area.
 AU2579 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2579
 AU2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2579
 AU2579.The geoid height was determined by GEOID03.
 AU2579
 AU2579;                    North         East     Units Scale Factor Converg.
 AU2579;SPC LA S     -   133,474.800   956,219.832   MT  0.99993914   -0 13 34.4
 AU2579;SPC LA S     -   437,908.57  3,137,197.90   sFT  0.99993914   -0 13 34.4
 AU2579;UTM  15      - 3,286,534.957   617,461.106   MT  0.99977023   +0 36 06.2
 AU2579
 AU2579                          SUPERSEDED SURVEY CONTROL
 AU2579
 AU2579  NAD 83(1986)-  29 42 12.18937(N)    091 47 08.75739(W) AD(       ) 4
 AU2579  NAD 27      -  29 42 11.43100(N)    091 47 08.32900(W) AD(       ) 3
 AU2579
 AU2579.Superseded values are not recommended for survey control.
 AU2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2579.See file dsdata.txt to determine how the superseded data were derived.
 AU2579
 AU2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1746186535(NAD 83)
 AU2579_MARKER: 67 = OIL DERRICK
 AU2579
 AU2579  HISTORY     - Date     Condition        Report By
 AU2579  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2579
 AU2579                          STATION DESCRIPTION
 AU2579
 AU2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2579'THE STATION IS THE DERRICK OVER TEXAS COMPANY WELL NO. 78,
 AU2579'LOCATED ABOUT 5-1/4 MILES SOUTHWEST OF TRIANGULATION STATION
 AU2579'COTE BLANCHE 3 1913, ABOUT 8 MILES SOUTH OF WEEKS ISLAND POST
 AU2579'OFFICE, AND ABOUT 4 MILES SOUTHWEST OF THE MOUTH OF IVANHOE
 AU2579'CANAL.
 AU2579'
 AU2579'THE DERRICK IS TEMPORARY WHILE THE WELL IS BEING DRILLED
 AU2579'AND IS LIKELY TO BE REMOVED IN THE NEAR FUTURE.  HOWEVER,
 AU2579'THE CASING SHOULD REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4342 ***********************************************************************
 BJ4342  DESIGNATION -  WADE
 BJ4342  PID         -  BJ4342
 BJ4342  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4342  USGS QUAD   -  PONCHATOULA (1994)
 BJ4342
 BJ4342                         *CURRENT SURVEY CONTROL
 BJ4342  ___________________________________________________________________
 BJ4342* NAD 83(1992)-  30 25 42.23903(N)    090 27 14.64961(W)     ADJUSTED  
 BJ4342* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 BJ4342  ___________________________________________________________________
 BJ4342  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ4342  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ4342
 BJ4342  HORZ ORDER  -  SECOND
 BJ4342
 BJ4342.The horizontal coordinates were established by classical geodetic methods
 BJ4342.and adjusted by the National Geodetic Survey in January 1993..
 BJ4342
 BJ4342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4342
 BJ4342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4342
 BJ4342.The geoid height was determined by GEOID03.
 BJ4342
 BJ4342;                    North         East     Units Scale Factor Converg.
 BJ4342;SPC LA S     -   214,078.094 1,084,465.401   MT  0.99995349   +0 26 22.7
 BJ4342;SPC LA S     -   702,354.55  3,557,950.24   sFT  0.99995349   +0 26 22.7
 BJ4342;UTM  15      - 3,369,009.687   744,527.077   MT  1.00033771   +1 17 24.2
 BJ4342
 BJ4342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4342!SPC LA S     -   1.00000359  x   0.99995349  =   0.99995708
 BJ4342!UTM  15      -   1.00000359  x   1.00033771  =   1.00034131
 BJ4342
 BJ4342|---------------------------------------------------------------------|
 BJ4342| PID    Reference Object                     Distance      Geod. Az  |
 BJ4342|                                                           dddmmss.s |
 BJ4342| BJ4341 WADE LDH 1970 A POINT                 8.079 METERS 01905     |
 BJ4342| CW1599 WADE RM 1                            11.760 METERS 14756     |
 BJ4342| CW1600 WADE RM 2                            12.336 METERS 32837     |
 BJ4342| CW1598 WADE AZ MK                                         3323556.2 |
 BJ4342|---------------------------------------------------------------------|
 BJ4342
 BJ4342                          SUPERSEDED SURVEY CONTROL
 BJ4342
 BJ4342  NAD 83(1986)-  30 25 42.25519(N)    090 27 14.64771(W) AD(       ) 2
 BJ4342  NAD 27      -  30 25 41.55843(N)    090 27 14.33311(W) AD(       ) 2
 BJ4342  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 BJ4342
 BJ4342.Superseded values are not recommended for survey control.
 BJ4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4342.See file dsdata.txt to determine how the superseded data were derived.
 BJ4342
 BJ4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4452769010(NAD 83)
 BJ4342_MARKER: DD = SURVEY DISK
 BJ4342_SETTING: 0 = UNSPECIFIED SETTING
 BJ4342
 BJ4342  HISTORY     - Date     Condition        Report By
 BJ4342  HISTORY     - 1970     MONUMENTED       LADH
 BJ4342
 BJ4342                          STATION DESCRIPTION
 BJ4342
 BJ4342'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4342'THE STATION IS LOCATED 1 MILE SOUTHWEST OF PONCHATOULA, AND 4 MILES
 BJ4342'SOUTH OF HAMMOND, IN THE SOUTHEAST 1/4 OF SECTION 37, T7S-R7E, AND
 BJ4342'ON PROPERTY OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.  IT IS 53
 BJ4342'FEET SOUTH-SOUTHWEST OF A CHAIN LINK FENCE, SOUTH SIDE OF INTERSTATE
 BJ4342'55, 32.7 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE WEST SERVICE
 BJ4342'ROAD ALONG INTERSTATE 55, 19 FEET WEST-NORTHWEST OF THE CENTER OF A
 BJ4342'GRAVEL DRIVE, 11 FEET WEST-SOUTHWEST OF THE NORTH END OF A CULVERT,
 BJ4342'AND 1.50 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 BJ4342'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC
 BJ4342'SURVEY DISK, STAMPED WADE 1970 PROJECTING 2 INCHES.
 BJ4342'
 BJ4342'REFERENCE MARK NO. 1 IS 38.59 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ4342'52.7 FEET SOUTHWEST OF A CHAIN LINK FENCE, SOUTH SIDE OF INTERSTATE
 BJ4342'55, 38.40 FEET SOUTHEAST OF WITNESS POST AT STATION, 32.4 FEET
 BJ4342'SOUTHWEST OF THE CENTER OF THE WEST SERVICE ROAD, 20 FEET
 BJ4342'SOUTHEAST OF A GRAVEL DRIVE, AND 12.5 FEET SOUTH-SOUTHWEST OF THE
 BJ4342'SOUTH END OF A CULVERT.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BJ4342'AND COAST AND GEODETIC SURVEY DISK STAMPED WADE R.M. 1 1970,
 BJ4342'PROJECTING 2 INCHES.
 BJ4342'
 BJ4342'REFERENCE MARK NO. 2 IS 40.47 FEET NORTHWEST OF THE STATION.  IT IS
 BJ4342'59 FEET NORTHWEST OF THE CENTER OF A GRAVEL DRIVE, 53.1 FEET
 BJ4342'SOUTHWEST OF A CHAIN LINK FENCE, SOUTH OF INTERSTATE 55, 46.6 FEET
 BJ4342'WEST-NORTHWEST OF THE NORTH END OF A CULVERT, 40.65 FEET NORTHWEST
 BJ4342'OF WITNESS POST AT THE STATION, AND 32.8 FEET SOUTHWEST OF THE CENTER
 BJ4342'OF THE SERVICE ROAD ALONG INTERSTATE 55.  IT IS A LOUISIANA
 BJ4342'DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK STAMPED
 BJ4342'WADE R.M. 2 1970, PROJECTING 2 INCHES.
 BJ4342'
 BJ4342'THE AZIMUTH MARK IS 1.2 MILES NORTH OF THE STATION.  IT IS SET IN THE
 BJ4342'BRIDGE STRUCTURE OF OVERPASS ON THE SPRINGFIELD-PONCHATOULA
 BJ4342'INTERCHANGE.  DISK IS SET IN A DRILL HOLE IN CURB OF BRIDGE ON
 BJ4342'SOUTH SIDE OF OVERPASS, 17.5 FEET EAST OF THE WEST END OF THE
 BJ4342'OVERPASS, 20.25 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND
 BJ4342'SIGN.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND
 BJ4342'GEODETIC SURVEY DISK, STAMPED WADE AZ. MK. 1970, AND IS FLUSH WITH
 BJ4342'THE GROUND.
 BJ4342'
 BJ4342'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHWEST ALONG THE
 BJ4342'WEST SERVICE ROAD PARALLELING INTERSTATE 55 FOR 1.2 MILES TO
 BJ4342'INTERCHANGE.  MARK IS SET IN THE OVERPASS
 BJ4342'(SPRINGFIELD-PONCHATOULA).
 BJ4342'
 BJ4342'TO REACH THE STATION FROM THE RAILROAD STATION IN PONCHATOULA, FOLLOW
 BJ4342'STATE HIGHWAY 22 WEST FOR 1.2 MILES TO THE SPRINGFIELD-PONCHATOULA
 BJ4342'INTERCHANGE ON INTERSTATE 55, THEN TAKE THE WEST SERVICE ROAD SOUTH
 BJ4342'FOR 1.2 MILES TO STATION SET ON THE RIGHT AND WEST OF THE ROAD
 BJ4342'NEAR A CULVERT.
 BJ4342'
 BJ4342'INTERSECTION STATION PONCHATOULA WATER TANK.  TURNED TO FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2892 ***********************************************************************
 CQ2892  DESIGNATION -  WADE
 CQ2892  PID         -  CQ2892
 CQ2892  STATE/COUNTY-  LA/UNION
 CQ2892  USGS QUAD   -  SPEARSVILLE (1985)
 CQ2892
 CQ2892                         *CURRENT SURVEY CONTROL
 CQ2892  ___________________________________________________________________
 CQ2892* NAD 83(1992)-  32 55 02.15671(N)    092 30 20.36334(W)     ADJUSTED  
 CQ2892* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 CQ2892  ___________________________________________________________________
 CQ2892  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CQ2892  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CQ2892
 CQ2892  HORZ ORDER  -  FIRST
 CQ2892
 CQ2892.The horizontal coordinates were established by classical geodetic methods
 CQ2892.and adjusted by the National Geodetic Survey in September 1999..
 CQ2892
 CQ2892.The orthometric height was scaled from a topographic map.
 CQ2892
 CQ2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2892
 CQ2892.The geoid height was determined by GEOID03.
 CQ2892
 CQ2892;                    North         East     Units Scale Factor Converg.
 CQ2892;SPC LA N     -   268,029.447   999,470.855   MT  1.00006675   -0 00 10.8
 CQ2892;SPC LA N     -   879,359.94  3,279,097.30   sFT  1.00006675   -0 00 10.8
 CQ2892;SPC AR S     -   427,912.688   352,695.860   MT  1.00010685   -0 16 58.8
 CQ2892;SPC AR S     - 1,403,910.21  1,157,136.33   sFT  1.00010685   -0 16 58.8
 CQ2892;UTM  15      - 3,642,223.441   546,222.800   MT  0.99962634   +0 16 07.1
 CQ2892
 CQ2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2892!SPC LA N     -   0.99999234  x   1.00006675  =   1.00005909
 CQ2892!SPC AR S     -   0.99999234  x   1.00010685  =   1.00009919
 CQ2892!UTM  15      -   0.99999234  x   0.99962634  =   0.99961868
 CQ2892
 CQ2892|---------------------------------------------------------------------|
 CQ2892| PID    Reference Object                     Distance      Geod. Az  |
 CQ2892|                                                           dddmmss.s |
 CQ2892| CY5797 WADE RM 1                                          06249     |
 CQ2892| CQ2894 TT 23 L USGS 1952                   170.618 METERS 11910     |
 CQ2892| CQ2893 SPEARSVILLE LOOKOUT TOWER LFC       APPROX. 6.0 KM 2514628.4 |
 CQ2892| CY5796 WADE AZ MK                                         3420638.3 |
 CQ2892| CY5798 WADE RM 2                                          35644     |
 CQ2892|---------------------------------------------------------------------|
 CQ2892
 CQ2892                          SUPERSEDED SURVEY CONTROL
 CQ2892
 CQ2892  NAD 83(1992)-  32 55 02.16417(N)    092 30 20.35783(W) AD(       ) 1
 CQ2892  NAD 83(1986)-  32 55 02.16972(N)    092 30 20.35478(W) AD(       ) 1
 CQ2892  NAD 27      -  32 55 01.67800(N)    092 30 19.80900(W) AD(       ) 1
 CQ2892
 CQ2892.Superseded values are not recommended for survey control.
 CQ2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2892.See file dsdata.txt to determine how the superseded data were derived.
 CQ2892
 CQ2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4622342223(NAD 83)
 CQ2892_MARKER: DS = TRIANGULATION STATION DISK
 CQ2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2892
 CQ2892  HISTORY     - Date     Condition        Report By
 CQ2892  HISTORY     - 1952     MONUMENTED       CGS
 CQ2892  HISTORY     - 19750515 GOOD             USGS
 CQ2892
 CQ2892                          STATION DESCRIPTION
 CQ2892
 CQ2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2892'THE STATION IS IN SECTION 7, R 1 W, T 22 N, ABOUT 11 MILES
 CQ2892'NORTHWEST OF FARMERVILLE, 6 MILES SOUTHEAST OF SPEARSVILLE,
 CQ2892'ON A BARE SANDY KNOLL OWNED BY MRS. IDA MAY WADE, 257 FEET
 CQ2892'SOUTH OF A WIRE FENCE, 233 FEET WEST OF A WIRE FENCE.
 CQ2892'
 CQ2892'TO REACH THE STATION FROM THE FARMERVILLE COURT HOUSE, GO
 CQ2892'NORTH ON STATE ROAD 411 FOR 0.5 MILE TO THE POINT WHERE
 CQ2892'STATE HIGHWAY 11 TURNS LEFT.  CONTINUE STRAIGHT AHEAD ON
 CQ2892'ROAD 411 FOR 2.5 MILES TO A FORK.  BEAR LEFT AND GO NORTHWEST,
 CQ2892'CONTINUING ON ROAD 411, FOR 8.9 MILES TO A CROSS ROAD AND
 CQ2892'A SIGN (LARAN 6).  TURN RIGHT AND GO NORTHEAST ON A GRADED
 CQ2892'ROAD FOR 1.3 MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT
 CQ2892'THROUGH THE GATE AND GO NORTH FOR 0.05 MILE TO THE TOP OF
 CQ2892'THE KNOLL AND THE STATION.
 CQ2892'
 CQ2892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 CQ2892'0.05 MILE TO THE WIRE GATE.  PASS THROUGH THE GATE, TURN
 CQ2892'LEFT, AND GO NORTHEAST FOR 0.05 MILE TO A CROSS ROAD AND
 CQ2892'TT 23 L (USGS) ON THE RIGHT.  TURN LEFT AND GO NORTHWEST
 CQ2892'ON A GRADED ROAD FOR 0.55 MILE TO A T-JUNCTION AND THE AZIMUTH
 CQ2892'MARK ON THE LEFT.
 CQ2892'
 CQ2892'THE STATION MARK IS 10 INCHES UNDERGROUND AND THE DISK IS
 CQ2892'STAMPED WADE 1952.
 CQ2892'
 CQ2892'REFERENCE MARK 1 IS 2 FEET WEST OF A WIRE FENCE.  THE MARK
 CQ2892'PROJECTS 6 INCHES AND THE DISK IS STAMPED WADE NO 1 1952.
 CQ2892'
 CQ2892'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 CQ2892'PROJECTS 7 INCHES AND THE DISK IS STAMPED WADE NO 2 1952.
 CQ2892'
 CQ2892'THE AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF A T-JUNCTION,
 CQ2892'22 FEET SOUTHWEST OF THE CENTER OF A GRADED ROAD, AND 3
 CQ2892'FEET SOUTHEAST OF A WHITE 4 X 4 INCH WITNESS POST.  THE
 CQ2892'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED WADE 1952.
 CQ2892'
 CQ2892'TT 23 L (USGS) IS 32 FEET WEST OF A FENCE CORNER, 25 FEET
 CQ2892'SOUTH OF THE CENTER OF A GRADED ROAD, AND 1 FOOT NORTH OF
 CQ2892'A WIRE FENCE.  IT IS A STANDARD USGS BENCH MARK DISK SET
 CQ2892'IN THE TOP OF AN 8 X 8 INCH CONCRETE POST.  THE MARK PROJECTS
 CQ2892'5 INCHES AND THE DISK IS STAMPED 1944 246 TT 23 L.
 CQ2892'
 CQ2892'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CQ2892
 CQ2892                          STATION RECOVERY (1975)
 CQ2892
 CQ2892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DLH)
 CQ2892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0499 ***********************************************************************
 BJ0499  DESIGNATION -  WADT
 BJ0499  PID         -  BJ0499
 BJ0499  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0499  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0499
 BJ0499                         *CURRENT SURVEY CONTROL
 BJ0499  ___________________________________________________________________
 BJ0499* NAD 83(1992)-  30 33 39.33362(N)    091 10 21.39063(W)     ADJUSTED  
 BJ0499* NAVD 88     -        20.126  (meters)      66.03   (feet)  ADJUSTED  
 BJ0499  ___________________________________________________________________
 BJ0499  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ0499  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0499  DYNAMIC HT  -          20.100 (meters)      65.94  (feet)  COMP
 BJ0499  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ0499
 BJ0499  HORZ ORDER  -  SECOND
 BJ0499  VERT ORDER  -  FIRST     CLASS I
 BJ0499
 BJ0499.The horizontal coordinates were established by classical geodetic methods
 BJ0499.and adjusted by the National Geodetic Survey in January 1993..
 BJ0499
 BJ0499.The orthometric height was determined by differential leveling
 BJ0499.and adjusted by the National Geodetic Survey in February 1994..
 BJ0499
 BJ0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0499
 BJ0499.The geoid height was determined by GEOID03.
 BJ0499
 BJ0499.The dynamic height is computed by dividing the NAVD 88
 BJ0499.geopotential number by the normal gravity value computed on the
 BJ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0499.degrees latitude (g = 980.6199 gals.).
 BJ0499
 BJ0499.The modeled gravity was interpolated from observed gravity values.
 BJ0499
 BJ0499;                    North         East     Units Scale Factor Converg.
 BJ0499;SPC LA S     -   228,456.273 1,015,419.370   MT  0.99997337   +0 04 49.3
 BJ0499;SPC LA S     -   749,526.96  3,331,421.72   sFT  0.99997337   +0 04 49.3
 BJ0499;UTM  15      - 3,382,364.546   675,262.520   MT  0.99997894   +0 55 45.8
 BJ0499
 BJ0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0499!SPC LA S     -   1.00000112  x   0.99997337  =   0.99997449
 BJ0499!UTM  15      -   1.00000112  x   0.99997894  =   0.99998006
 BJ0499
 BJ0499|---------------------------------------------------------------------|
 BJ0499| PID    Reference Object                     Distance      Geod. Az  |
 BJ0499|                                                           dddmmss.s |
 BJ0499| BJ0501 CLARK RM 1                           25.180 METERS 08939     |
 BJ0499| CW1221 CLARK AZ MK 2                                      1370410.4 |
 BJ0499| CW1220 CLARK AZ MK                                        2055010.9 |
 BJ0499| BJ0500 WADT RM 2                             6.198 METERS 32611     |
 BJ0499|---------------------------------------------------------------------|
 BJ0499
 BJ0499                          SUPERSEDED SURVEY CONTROL
 BJ0499
 BJ0499  NAD 83(1986)-  30 33 39.35185(N)    091 10 21.38787(W) AD(       ) 2
 BJ0499  NAD 27      -  30 33 38.67471(N)    091 10 20.99907(W) AD(       ) 2
 BJ0499  NGVD 29 (??/??/??)   19.927  (m)           65.38   (f) ADJUSTED    1 1
 BJ0499
 BJ0499.Superseded values are not recommended for survey control.
 BJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0499.See file dsdata.txt to determine how the superseded data were derived.
 BJ0499
 BJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7526382365(NAD 83)
 BJ0499_MARKER: DS = TRIANGULATION STATION DISK
 BJ0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0499_SP_SET: CONCRETE POST
 BJ0499_STAMPING: WADT 1970
 BJ0499_MARK LOGO: LADH  
 BJ0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0499+STABILITY: SURFACE MOTION
 BJ0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0499+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 BJ0499
 BJ0499  HISTORY     - Date     Condition        Report By
 BJ0499  HISTORY     - 1970     MONUMENTED       LADH
 BJ0499  HISTORY     - 1973     GOOD             NGS
 BJ0499  HISTORY     - 1976     GOOD             NGS
 BJ0499  HISTORY     - 1976     GOOD             NGS
 BJ0499  HISTORY     - 1987     GOOD             LA-033
 BJ0499  HISTORY     - 20050330 GOOD             AERODA
 BJ0499
 BJ0499                          STATION DESCRIPTION
 BJ0499
 BJ0499'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ0499'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF BAKER AND 2.5 MILES
 BJ0499'NORTH OF SCOTLANDVILLE, IN THE SOUTHWEST QUARTER OF SECTION 53,
 BJ0499'T5S-R1W, AND ON THE PROPERTY OWNED BY THE PARISH OF EAST BATON
 BJ0499'ROUGE.
 BJ0499'
 BJ0499'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN BAKER, DRIVE
 BJ0499'WEST ALONG GROOM ROAD FOR 0.1 MILE TO THE JUNCTION WITH STATE
 BJ0499'HIGHWAY 19, THENCE LEFT AND SOUTH ALONG STATE HIGHWAY 19 FOR 1.9
 BJ0499'MILES TO THE ENTRANCE TO CLARK MEMORIAL PARK, THENCE LEFT AND EAST
 BJ0499'ALONG THE PARK ROAD FOR 0.1 MILE TO THE STATION WHICH IS ON THE
 BJ0499'RIGHT IN A BALL PARK NEAR A LIGHT POLE.
 BJ0499'
 BJ0499'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG THE PARK
 BJ0499'ROAD FOR 0.1 MILE TO STATE HIGHWAY 19, THENCE LEFT AND SOUTH ALONG
 BJ0499'STATE HIGHWAY 19 FOR 0.2 MILE TO THE MARK WHICH IS IN THE SOUTHWEST
 BJ0499'QUADRANT OF THE INTERSECTION OF STATE HIGHWAYS 19 AND 423.
 BJ0499'
 BJ0499'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE WEST ALONG THE PARK
 BJ0499'ROAD FOR 0.1 MILE TO STATE HIGHWAY 19, THENCE LEFT AND SOUTH ALONG
 BJ0499'STATE HIGHWAY 19 FOR 0.2 MILE TO STATE HIGHWAY 423, THENCE LEFT AND
 BJ0499'EAST ALONG STATE HIGHWAY 423 FOR 0.25 MILE TO THE MARK WHICH IS ON
 BJ0499'THE RIGHT AND SOUTH OF THE HIGHWAY.
 BJ0499'
 BJ0499'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0499'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0499'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ0499'STAMPED CLARK 1970.  IT IS 134 FEET WEST OF A POWER POLE, 30 FEET
 BJ0499'SOUTH OF THE CENTER OF A DRIVE LEADING EAST TO THE CLARK
 BJ0499'MEMORIAL PARK CLUBHOUSE, 24 FEET SOUTHEAST OF THE NORTHEAST CORNER
 BJ0499'OF A STORM DRAIN, 20 FEET SOUTHEAST OF A METAL WITNESS POST, 19
 BJ0499'FEET SOUTHEAST OF A POWER POLE, AND 17 FEET SOUTH OF THE STREET
 BJ0499'CURB.
 BJ0499'
 BJ0499'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0499'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0499'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ0499'STAMPED CLARK RM 1 1970.  IT IS 97 FEET EAST OF A METAL WITNESS
 BJ0499'POST, 97 FEET EAST OF A POWER POLE, 53 FEET WEST OF ANOTHER POWER
 BJ0499'POLE, 15 FEET SOUTH OF THE CENTER OF THE STREET LEADING EAST TO THE
 BJ0499'CLARK MEMORIAL PARK CLUBHOUSE AND 2 FEET SOUTH OF THE CURB ON
 BJ0499'THE SOUTH SIDE OF THE STREET.
 BJ0499'
 BJ0499'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0499'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0499'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ0499'STAMPED CLARK RM 2 1970.  IT IS 149 FEET WEST OF A POWER POLE, 15
 BJ0499'FEET SOUTH OF THE CENTER OF A STREET LEADING EAST TO THE CLARK
 BJ0499'MEMORIAL PARK CLUBHOUSE, 5 FEET NORTHEAST OF A POWER POLE, 3 FEET
 BJ0499'SOUTHEAST OF THE NORTHEAST CORNER OF A STORM DRAIN, 3 FEET
 BJ0499'NORTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTH OF THE CURB ON
 BJ0499'THE SOUTH SIDE OF THE STREET.
 BJ0499'
 BJ0499'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0499'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0499'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ0499'CLARK AZ MK 1970.  IT IS 63 FEET SOUTH OF THE CENTER OF STATE
 BJ0499'HIGHWAY 423, 46 FEET WEST OF THE CENTER OF STATE HIGHWAY 19, 41.5
 BJ0499'FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 21
 BJ0499'FEET SOUTH OF A BRACE POLE, 14 FEET SOUTHWEST OF A TELEPHONE CABLE
 BJ0499'JUNCTION BOX AND 2 FEET EAST OF A METAL WITNESS POST.
 BJ0499'
 BJ0499'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0499'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0499'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ0499'CLARK AZ MK 2 1970.  IT IS 64 FEET SOUTH OF THE CENTER OF STATE
 BJ0499'HIGHWAY 423, 51 FEET SOUTHEAST OF A POWER POLE, 47 FEET
 BJ0499'EAST-NORTHEAST OF A 30 INCH OAK TREE, 19 FEET NORTH OF A 24 INCH
 BJ0499'OAK TREE, 13 FEET SOUTHWEST OF A 12 INCH GUM TREE, AND 2 FEET SOUTH
 BJ0499'OF A METAL WITNESS POST.
 BJ0499'
 BJ0499'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ0499
 BJ0499                          STATION RECOVERY (1973)
 BJ0499
 BJ0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 BJ0499'STATION WAS RECOVERED AS DESCRIBED.
 BJ0499'
 BJ0499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 BJ0499'BAKER AND 2.5 MILES NORTH OF SCOTLANDVILLE, LOUISIANA.
 BJ0499
 BJ0499                          STATION RECOVERY (1976)
 BJ0499
 BJ0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RRG)
 BJ0499'STATION IS LOCATED 2.05 MILES SOUTH ALONG STATE HIGHWAY 19 (MAIN ST)
 BJ0499'FROM THE JUNCTION OF GROOM ROAD AT BAKER, 1.75 MILES NORTH OF
 BJ0499'SCOTLANDVILLE AT THE SOUTHWEST CORNER OF THE JUNCTION OF THOMAS
 BJ0499'ROAD, 110 FT WEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 BJ0499'332-55, 66 FT SOUTH OF THE CENTER LINE OF ROAD, 47 FT. WEST OF THE
 BJ0499'CENTERLINE OF THE HIGHWAY, 41.0 FT. EAST OF THE EAST RAIL OF THE
 BJ0499'ILLINOIS CENTRAL RAILROAD TRACK, 21 FT. SOUTHEAST OF A POLE,
 BJ0499'A USC AND GS-LADH DISK.
 BJ0499'
 BJ0499'NOTE-THIS MARK MAY BE DESTROYED BY HIGHWAY CONSTRUCTION.
 BJ0499
 BJ0499                          STATION RECOVERY (1976)
 BJ0499
 BJ0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0499'1.85 MI SOUTH FROM BAKER.
 BJ0499'1.85 MILES SOUTH ALONG STATE HIGHWAY 19 (MAIN STREET) FROM THE
 BJ0499'JUNCTION OF GROOM ROAD AT BAKER, AT THE JUNCTION OF AN ASPHALT
 BJ0499'DRIVE LEADING EAST TO CLARK MEMORIAL PARK, 228.5 FT EAST OF
 BJ0499'THE CENTER LINE OF THE HIGHWAY, 21.3 FT SOUTHEAST OF THE SOUTHEAST
 BJ0499'CORNER OF A CATCH BASIN, 20.35 FT SOUTHEAST OF CLARK RM 2, 16.8
 BJ0499'FT SOUTH OF THE SOUTH CURB OF DRIVE, A USC+GS-LA DEPT HWY DISK
 BJ0499
 BJ0499                          STATION RECOVERY (1987)
 BJ0499
 BJ0499'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0499'RECOVERED IN GOOD CONDITION EXCEPT ADD
 BJ0499'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BJ0499
 BJ0499                          STATION RECOVERY (2005)
 BJ0499
 BJ0499'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ0499'DISC IS STAMPED CLARK 1970.  MARK 17.8'SOUTHEAST OF METAL WITNESS
 BJ0499'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0500 ***********************************************************************
 BJ0500  DESIGNATION -  WADT RM 2
 BJ0500  PID         -  BJ0500
 BJ0500  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0500  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0500
 BJ0500                         *CURRENT SURVEY CONTROL
 BJ0500  ___________________________________________________________________
 BJ0500* NAD 83(1992)-  30 33 39.50084(N)    091 10 21.52005(W)     ADJUSTED  
 BJ0500* NAVD 88     -        19.924  (meters)      65.37   (feet)  ADJUSTED  
 BJ0500  ___________________________________________________________________
 BJ0500  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ0500  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0500  DYNAMIC HT  -          19.898 (meters)      65.28  (feet)  COMP
 BJ0500  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ0500
 BJ0500  HORZ ORDER  -  SECOND
 BJ0500  VERT ORDER  -  FIRST     CLASS I
 BJ0500
 BJ0500.The horizontal coordinates were established by classical geodetic methods
 BJ0500.and adjusted by the National Geodetic Survey in January 1993..
 BJ0500
 BJ0500.The orthometric height was determined by differential leveling
 BJ0500.and adjusted by the National Geodetic Survey in February 1994..
 BJ0500
 BJ0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0500
 BJ0500.The geoid height was determined by GEOID03.
 BJ0500
 BJ0500.The dynamic height is computed by dividing the NAVD 88
 BJ0500.geopotential number by the normal gravity value computed on the
 BJ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0500.degrees latitude (g = 980.6199 gals.).
 BJ0500
 BJ0500.The modeled gravity was interpolated from observed gravity values.
 BJ0500
 BJ0500;                    North         East     Units Scale Factor Converg.
 BJ0500;SPC LA S     -   228,461.418 1,015,415.914   MT  0.99997338   +0 04 49.2
 BJ0500;SPC LA S     -   749,543.84  3,331,410.38   sFT  0.99997338   +0 04 49.2
 BJ0500;UTM  15      - 3,382,369.638   675,258.988   MT  0.99997893   +0 55 45.7
 BJ0500
 BJ0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0500!SPC LA S     -   1.00000115  x   0.99997338  =   0.99997453
 BJ0500!UTM  15      -   1.00000115  x   0.99997893  =   0.99998008
 BJ0500
 BJ0500|---------------------------------------------------------------------|
 BJ0500| PID    Reference Object                     Distance      Geod. Az  |
 BJ0500|                                                           dddmmss.s |
 BJ0500| BJ0499 WADT                                  6.198 METERS 14611     |
 BJ0500| BJ4028 ALSEN                               APPROX. 2.8 KM 2940317.4 |
 BJ0500|---------------------------------------------------------------------|
 BJ0500
 BJ0500                          SUPERSEDED SURVEY CONTROL
 BJ0500
 BJ0500  NAD 83(1986)-  30 33 39.51908(N)    091 10 21.51730(W) AD(       ) 2
 BJ0500  NAD 27      -  30 33 38.84195(N)    091 10 21.12848(W) AD(       ) 2
 BJ0500  NGVD 29 (??/??/??)   20.129  (m)           66.04   (f) ADJUSTED    1 1
 BJ0500
 BJ0500.Superseded values are not recommended for survey control.
 BJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0500.See file dsdata.txt to determine how the superseded data were derived.
 BJ0500
 BJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7525982370(NAD 83)
 BJ0500_MARKER: DR = REFERENCE MARK DISK
 BJ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0500_SP_SET: CONCRETE POST
 BJ0500_STAMPING: WADT RM 2 1970
 BJ0500_MARK LOGO: LADH  
 BJ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0500+STABILITY: SURFACE MOTION
 BJ0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0500+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 BJ0500
 BJ0500  HISTORY     - Date     Condition        Report By
 BJ0500  HISTORY     - 1970     MONUMENTED       LADH
 BJ0500  HISTORY     - 1976     GOOD             NGS
 BJ0500  HISTORY     - 1987     GOOD             LA-033
 BJ0500  HISTORY     - 20050330 GOOD             AERODA
 BJ0500
 BJ0500                          STATION DESCRIPTION
 BJ0500
 BJ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0500'1.85 MI SOUTH FROM BAKER.
 BJ0500'1.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF GROOM
 BJ0500'ROAD AT BAKER, AT THE JUNCTION OF AN ASPHALT DRIVE LEADING EAST TO
 BJ0500'CLARK MEMORIAL PARK, 215 FT EAST OF THE CENTER LINE OF THE
 BJ0500'HIGHWAY, 4.5 FT NORTH OF POWER LINE POLE 2, 2.6 FT EAST OF THE
 BJ0500'SOUTHEAST CORNER OF A CATCH BASIN, 2.1 FT SOUTH OF THE SOUTH CURB OF
 BJ0500'DRIVE
 BJ0500
 BJ0500                          STATION RECOVERY (1987)
 BJ0500
 BJ0500'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0500'RECOVERED IN GOOD CONDITION.
 BJ0500
 BJ0500                          STATION RECOVERY (2005)
 BJ0500
 BJ0500'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ0500'DISC IS STAMPED CLARK RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4414 ***********************************************************************
 BJ4414  DESIGNATION -  WAG
 BJ4414  PID         -  BJ4414
 BJ4414  STATE/COUNTY-  LA/ST JAMES
 BJ4414  USGS QUAD   -  LUTCHER (1994)
 BJ4414
 BJ4414                         *CURRENT SURVEY CONTROL
 BJ4414  ___________________________________________________________________
 BJ4414* NAD 83(1992)-  30 00 32.61547(N)    090 43 32.40706(W)     ADJUSTED  
 BJ4414* NAVD 88     -        10.5  **(meters)      34.   **(feet)  VERTCON   
 BJ4414  **This station is located in a subsidence area (see below).
 BJ4414  ___________________________________________________________________
 BJ4414  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ4414  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BJ4414
 BJ4414  HORZ ORDER  -  SECOND
 BJ4414
 BJ4414.The horizontal coordinates were established by classical geodetic methods
 BJ4414.and adjusted by the National Geodetic Survey in January 1993..
 BJ4414
 BJ4414 ** The orthometric height has not been validated since last determined
 BJ4414 ** by differential leveling and should not be used for control purposes.
 BJ4414 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4414 ** area with valid NAVD 88 orthometric heights.
 BJ4414 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4414 ** epoch indicated which incorporates improved geoid heights for the
 BJ4414 ** Southern Louisiana Subsidence area.
 BJ4414 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4414
 BJ4414.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4414
 BJ4414.The geoid height was determined by GEOID03.
 BJ4414
 BJ4414;                    North         East     Units Scale Factor Converg.
 BJ4414;SPC LA S     -   167,426.081 1,058,621.353   MT  0.99992575   +0 18 13.8
 BJ4414;SPC LA S     -   549,297.07  3,473,160.22   sFT  0.99992575   +0 18 13.8
 BJ4414;UTM  15      - 3,321,967.458   719,363.070   MT  1.00019373   +1 08 16.6
 BJ4414
 BJ4414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4414!SPC LA S     -   1.00000248  x   0.99992575  =   0.99992823
 BJ4414!UTM  15      -   1.00000248  x   1.00019373  =   1.00019621
 BJ4414
 BJ4414|---------------------------------------------------------------------|
 BJ4414| PID    Reference Object                     Distance      Geod. Az  |
 BJ4414|                                                           dddmmss.s |
 BJ4414| CW1602 WAG RM 1                             13.728 METERS 07953     |
 BJ4414| AU3120 LOWER VACHERIE WATER TANK           APPROX. 8.0 KM 1653728.0 |
 BJ4414| BJ4415 WAG LDH 1972 RM 2                     8.532 METERS 21755     |
 BJ4414| CW1601 WAG AZ MK                                          2491728.5 |
 BJ4414|---------------------------------------------------------------------|
 BJ4414
 BJ4414                          SUPERSEDED SURVEY CONTROL
 BJ4414
 BJ4414  NAD 83(1986)-  30 00 32.63346(N)    090 43 32.40795(W) AD(       ) 2
 BJ4414  NAD 27      -  30 00 31.90466(N)    090 43 32.07944(W) AD(       ) 2
 BJ4414  NGVD 29 (07/19/86)   10.6    (m)           35.     (f) VERT ANG       
 BJ4414
 BJ4414.Superseded values are not recommended for survey control.
 BJ4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4414.See file dsdata.txt to determine how the superseded data were derived.
 BJ4414
 BJ4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1936321967(NAD 83)
 BJ4414_MARKER: DD = SURVEY DISK
 BJ4414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4414_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4414
 BJ4414  HISTORY     - Date     Condition        Report By
 BJ4414  HISTORY     - 1972     MONUMENTED       LADH
 BJ4414
 BJ4414                          STATION DESCRIPTION
 BJ4414
 BJ4414'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ4414'THE STATION IS LOCATED 14 MILES SOUTHWEST OF LAPLACE, 15 MILES
 BJ4414'NORTHEAST OF THIBODAUX, AND 16 MILES SOUTHEAST OF DONALDSONVILLE,
 BJ4414'AND ON THE PROPERTY OWNED BY ST. JAMES LEVEE BOARD.
 BJ4414'
 BJ4414'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18 AND 20
 BJ4414'IN THE TOWN OF VACHERIE, DRIVE EAST ALONG STATE HIGHWAY 18 FOR 0.05
 BJ4414'MILE TO A LEVEE RAMP ON THE LEFT AND NORTH OF THE HIGHWAY, TURN
 BJ4414'LEFT AND DRIVE TO TOP OF LEVEE THEN TURN RIGHT AND DRIVE EAST ALONG
 BJ4414'THE LEVEE FOR 0.3 MILE.  THE STATION IS SET ON THE LEFT AND NORTH
 BJ4414'OF THE CENTER OF THE LEVEE.
 BJ4414'
 BJ4414'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG THE
 BJ4414'LEVEE FOR 0.3 MILE.  THE MARK IS SET ON TOP OF THE LEVEE NEAR LEVEE
 BJ4414'STATION 1360.
 BJ4414'
 BJ4414'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4414'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4414'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BJ4414'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BJ4414'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BJ4414'STAMPED WAG 1972.  THE MARK IS 296 FEET WEST OF LEVEE STATION NO.
 BJ4414'1380, 120 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 6 FEET
 BJ4414'NORTH OF THE CENTER OF THE LEVEE, 3 FEET WEST OF A METAL WITNESS
 BJ4414'POST.
 BJ4414'
 BJ4414'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4414'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4414'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4414'STAMPED WAG R.M. 1 1972.  IT IS 253 FEET WEST OF LEVEE STATION NO.
 BJ4414'1380, 105 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, AND 7
 BJ4414'FEET SOUTH OF THE CENTER OF THE LEVEE.
 BJ4414'
 BJ4414'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4414'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4414'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4414'STAMPED WAG R.M. 2 1972.  IT IS 450 FEET EAST OF A CATTLE GUARD,
 BJ4414'321 FEET WEST OF LEVEE STATION NO. 1380, 108 FEET NORTH OF THE
 BJ4414'CENTER OF STATE HIGHWAY 18, AND 7 FEET SOUTH OF THE CENTER OF THE
 BJ4414'LEVEE.
 BJ4414'
 BJ4414'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4414'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4414'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4414'STAMPED WAG AZ. MK. 1972.  IT IS 0.15 MILE EAST OF LEVEE STATION
 BJ4414'NO.  1370, 182 FEET WEST OF LEVEE STATION NO. 1360, 102 FEET NORTH
 BJ4414'OF THE CENTER OF STATE HIGHWAY 18, 6 FEET SOUTH OF THE CENTER
 BJ4414'OF THE LEVEE, AND 2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BJ4414'
 BJ4414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3013 ***********************************************************************
 BK3013  DESIGNATION -  WAGLEY
 BK3013  PID         -  BK3013
 BK3013  STATE/COUNTY-  LA/BEAUREGARD
 BK3013  USGS QUAD   -  SUGARTOWN (1975)
 BK3013
 BK3013                         *CURRENT SURVEY CONTROL
 BK3013  ___________________________________________________________________
 BK3013* NAD 83(1992)-  30 47 41.27820(N)    093 06 45.22722(W)     ADJUSTED  
 BK3013* NAVD 88     -        52.5    (meters)     172.     (feet)  VERTCON   
 BK3013  ___________________________________________________________________
 BK3013  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BK3013  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK3013
 BK3013  HORZ ORDER  -  FIRST
 BK3013
 BK3013.The horizontal coordinates were established by classical geodetic methods
 BK3013.and adjusted by the National Geodetic Survey in January 1993..
 BK3013
 BK3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3013
 BK3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3013
 BK3013.The geoid height was determined by GEOID03.
 BK3013
 BK3013;                    North         East     Units Scale Factor Converg.
 BK3013;SPC LA S     -   255,695.528   829,716.374   MT  1.00002153   -0 53 22.7
 BK3013;SPC LA S     -   838,894.41  2,722,161.14   sFT  1.00002153   -0 53 22.7
 BK3013;UTM  15      - 3,406,866.341   489,231.098   MT  0.99960143   -0 03 27.5
 BK3013
 BK3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3013!SPC LA S     -   0.99999600  x   1.00002153  =   1.00001753
 BK3013!UTM  15      -   0.99999600  x   0.99960143  =   0.99959743
 BK3013
 BK3013|---------------------------------------------------------------------|
 BK3013| PID    Reference Object                     Distance      Geod. Az  |
 BK3013|                                                           dddmmss.s |
 BK3013| BK3012 WAGLEY RM A 1965                     38.006 METERS 00345     |
 BK3013| CV8569 WAGLEY RM 1                          36.411 METERS 04234     |
 BK3013| CV8568 WAGLEY AZ MK                                       2000347.7 |
 BK3013| CV8570 WAGLEY RM 2                          31.474 METERS 25054     |
 BK3013|---------------------------------------------------------------------|
 BK3013
 BK3013                          SUPERSEDED SURVEY CONTROL
 BK3013
 BK3013  NAD 83(1986)-  30 47 41.29521(N)    093 06 45.22071(W) AD(       ) 1
 BK3013  NAD 27      -  30 47 40.59209(N)    093 06 44.65301(W) AD(       ) 1
 BK3013  NGVD 29 (07/19/86)   52.6    (m)          173.     (f) VERT ANG       
 BK3013
 BK3013.Superseded values are not recommended for survey control.
 BK3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3013.See file dsdata.txt to determine how the superseded data were derived.
 BK3013
 BK3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8923106866(NAD 83)
 BK3013_MARKER: DS = TRIANGULATION STATION DISK
 BK3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3013_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3013
 BK3013  HISTORY     - Date     Condition        Report By
 BK3013  HISTORY     - 1965     MONUMENTED       CGS
 BK3013
 BK3013                          STATION DESCRIPTION
 BK3013
 BK3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK3013'STATION IS LOCATED ABOUT 11-3/4 MILES EAST-SOUTHEAST
 BK3013'OF DE RIDDER, ON LAND WHICH IS OWNED AND OCCUPIED BY A MR. ALLEN
 BK3013'B. WAGLEY.  STATION IS IN THE SOUTHWEST 1/4 OF
 BK3013'SECTION 17.  T 3 S.  R 7 W.
 BK3013'
 BK3013'STATION IS REACHED FROM THE POST OFFICE IN DE RIDDER.  GO EAST
 BK3013'AND SOUTHEAST ON U.S. HIGHWAYS 171 AND 190 FOR 3.65 MILES TO
 BK3013'THE JUNCTION WITH STATE HIGHWAY 26 ON THE LEFT.  TURN LEFT
 BK3013'AND GO EAST ON HIGHWAY 26 FOR 8.0 MILES TO THE JUNCTION WITH
 BK3013'PARISH ROUTE 1147 ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 BK3013'PARISH ROUTE 1147 FOR 0.7 MILE TO THE FARM DRIVEWAY OF
 BK3013'MR. WAGLEY ON THE LEFT.  TURN LEFT AND GO EAST ON THE DRIVEWAY
 BK3013'FOR 0.1 MILE TO THE HOME OF MR. WAGLEY AND STATION ON THE
 BK3013'RIGHT SIDE OF THE DRIVEWAY.
 BK3013'
 BK3013'AZIMUTH MARK IS REACHED FROM THE STATION.  GO WEST ON THE
 BK3013'DRIVEWAY FOR 0.1 MILE.  TURN LEFT AND GO SOUTH ON PARISH
 BK3013'ROUTE 1147 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BK3013'
 BK3013'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND
 BK3013'CONCRETE MONUMENTS THAT ARE FLUSH WITH THE SURFACE OF
 BK3013'THE GROUND.
 BK3013'
 BK3013'STATION MARK DISK IS STAMPED WAGLEY 1965.  MARK IS 117.3
 BK3013'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WAGLEY
 BK3013'HOME, 57 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 28
 BK3013'FEET NORTH OF A FENCELINE.
 BK3013'
 BK3013'REFERENCE MARK NUMBER 1 DISK IS STAMPED WAGLEY NO
 BK3013'1 1965.  MARK IS 40.4 FEET WEST-NORTHWEST OF THE NORTHWEST
 BK3013'CORNER OF THE WAGLEY HOME, 36-1/2 FEET NORTH OF THE
 BK3013'CENTER OF THE DRIVEWAY AND 1 FOOT WEST OF A FENCELINE.
 BK3013'
 BK3013'REFERENCE MARK NUMBER 2 DISK IS STAMPED WAGLEY NO 2 1965.  MARK
 BK3013'IS 102.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BK3013'SPRING CREEK BAPTIST CHURCH, 91 FEET SOUTH OF THE CENTER OF
 BK3013'THE DRIVEWAY AND 0.7 FEET NORTH OF A FENCELINE.
 BK3013'
 BK3013'AZIMUTH MARK DISK IS STAMPED WAGLEY 1965.  MARK IS 122 FEET
 BK3013'NORTH OF THE WEST END OF A METAL CULVERT, 26 FEET WEST OF
 BK3013'THE CENTER OF PARISH ROUTE 1147 AND 2.7 FEET EAST OF A
 BK3013'METAL WITNESS POST.
 BK3013'
 BK3013'HEIGHT OF LIGHT ABOVE STATION MARK 30.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3012 ***********************************************************************
 BK3012  DESIGNATION -  WAGLEY RM A 1965
 BK3012  PID         -  BK3012
 BK3012  STATE/COUNTY-  LA/BEAUREGARD
 BK3012  USGS QUAD   -  SUGARTOWN (1975)
 BK3012
 BK3012                         *CURRENT SURVEY CONTROL
 BK3012  ___________________________________________________________________
 BK3012* NAD 83(1992)-  30 47 42.50968(N)    093 06 45.13365(W)     ADJUSTED  
 BK3012* NAVD 88     -        52.5    (meters)     172.     (feet)  VERTCON   
 BK3012  ___________________________________________________________________
 BK3012  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BK3012  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK3012
 BK3012  HORZ ORDER  -  FIRST
 BK3012
 BK3012.The horizontal coordinates were established by classical geodetic methods
 BK3012.and adjusted by the National Geodetic Survey in January 1993..
 BK3012
 BK3012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3012
 BK3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3012
 BK3012.The geoid height was determined by GEOID03.
 BK3012
 BK3012;                    North         East     Units Scale Factor Converg.
 BK3012;SPC LA S     -   255,733.411   829,719.450   MT  1.00002162   -0 53 22.6
 BK3012;SPC LA S     -   839,018.70  2,722,171.23   sFT  1.00002162   -0 53 22.6
 BK3012;UTM  15      - 3,406,904.248   489,233.622   MT  0.99960143   -0 03 27.4
 BK3012
 BK3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3012!SPC LA S     -   0.99999600  x   1.00002162  =   1.00001762
 BK3012!UTM  15      -   0.99999600  x   0.99960143  =   0.99959743
 BK3012
 BK3012:                Primary Azimuth Mark                     Grid Az
 BK3012:SPC LA S     -  BUNDICK RM 3                             124 32 07.8
 BK3012:UTM  15      -  BUNDICK RM 3                             123 42 12.6
 BK3012
 BK3012|---------------------------------------------------------------------|
 BK3012| PID    Reference Object                     Distance      Geod. Az  |
 BK3012|                                                           dddmmss.s |
 BK3012| BK3022 BUNDICK RM 3                        APPROX.10.0 KM 1233845.2 |
 BK3012| BK3013 WAGLEY                               38.006 METERS 18345     |
 BK3012|---------------------------------------------------------------------|
 BK3012
 BK3012                          SUPERSEDED SURVEY CONTROL
 BK3012
 BK3012  NAD 83(1986)-  30 47 42.52699(N)    093 06 45.12712(W) AD(       ) 1
 BK3012  NAD 27      -  30 47 41.82361(N)    093 06 44.55946(W) AD(       ) 1
 BK3012  NGVD 29 (07/19/86)   52.6    (m)          173.     (f) VERT ANG       
 BK3012
 BK3012.Superseded values are not recommended for survey control.
 BK3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3012.See file dsdata.txt to determine how the superseded data were derived.
 BK3012
 BK3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8923406904(NAD 83)
 BK3012_MARKER: DS = TRIANGULATION STATION DISK
 BK3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3012+STABILITY: SURFACE MOTION
 BK3012
 BK3012  HISTORY     - Date     Condition        Report By
 BK3012  HISTORY     - 1965     MONUMENTED       CGS
 BK3012
 BK3012                          STATION DESCRIPTION
 BK3012
 BK3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK3012'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 BK3012'PROPERTY AS TRIANGULATION STATION WAGLEY.
 BK3012'
 BK3012'STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 BK3012'MARK DISK.  THE DISK IS SET IN THE TOP OF A
 BK3012'10 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 BK3012'SURFACE OF THE GROUND.  THE DISK IS STAMPED WAGLEY RM
 BK3012'A 1965.  THE STATION MARK IS 121 FEET NORTHWEST OF THE
 BK3012'NORTHWEST CORNER OF A HOUSE, 92 FEET NORTHWEST OF A 10 INCH
 BK3012'HOLLY TREE, 68 FEET NORTH OF THE APPROXIMATE CENTER OF A
 BK3012'DRIVEWAY AND 27 FEET SOUTHEAST OF A 4 INCH PINE TREE.
 BK3012'
 BK3012'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BK3012'WAGLEY, DISTANCE BEING 38.006 METERS OR 124.69 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4865 ***********************************************************************
 BJ4865  DESIGNATION -  WAKEFIELD LOT
 BJ4865  PID         -  BJ4865
 BJ4865  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4865  USGS QUAD   -  LAUREL HILL (1972)
 BJ4865
 BJ4865                         *CURRENT SURVEY CONTROL
 BJ4865  ___________________________________________________________________
 BJ4865* NAD 83(1992)-  30 55 38.36300(N)    091 20 24.68553(W)     ADJUSTED  
 BJ4865* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BJ4865  ___________________________________________________________________
 BJ4865  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BJ4865  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4865
 BJ4865  HORZ ORDER  -  THIRD
 BJ4865
 BJ4865.The horizontal coordinates were established by classical geodetic methods
 BJ4865.and adjusted by the National Geodetic Survey in May 1994..
 BJ4865
 BJ4865.The orthometric height was scaled from a topographic map.
 BJ4865
 BJ4865.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4865
 BJ4865.The geoid height was determined by GEOID03.
 BJ4865
 BJ4865;                    North         East     Units Scale Factor Converg.
 BJ4865;SPC LA S     -   269,066.580   999,344.586   MT  1.00005625   -0 00 12.3
 BJ4865;SPC LA S     -   882,762.60  3,278,683.03   sFT  1.00005625   -0 00 12.3
 BJ4865;UTM  15      - 3,422,728.325   658,586.070   MT  0.99991023   +0 51 11.7
 BJ4865
 BJ4865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4865!SPC LA S     -   1.00000426  x   1.00005625  =   1.00006051
 BJ4865!UTM  15      -   1.00000426  x   0.99991023  =   0.99991449
 BJ4865
 BJ4865                          SUPERSEDED SURVEY CONTROL
 BJ4865
 BJ4865  NAD 83(1992)-  30 55 38.36499(N)    091 20 24.68758(W) AD(       ) 4
 BJ4865  NAD 83(1986)-  30 55 38.37936(N)    091 20 24.68044(W) AD(       ) 4
 BJ4865  NAD 27      -  30 55 37.74239(N)    091 20 24.27504(W) AD(       ) 3
 BJ4865
 BJ4865.Superseded values are not recommended for survey control.
 BJ4865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4865.See file dsdata.txt to determine how the superseded data were derived.
 BJ4865
 BJ4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5858622728(NAD 83)
 BJ4865_MARKER: 57 = LOOKOUT TOWER
 BJ4865
 BJ4865  HISTORY     - Date     Condition        Report By
 BJ4865  HISTORY     - 1977     FIRST OBSERVED   NGS
 BJ4865
 BJ4865                          STATION DESCRIPTION
 BJ4865
 BJ4865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ4865'THE STATION IS THE APEX OF THE CABIN ROOF OF THE WAKEFIELD,
 BJ4865'LOOKOUT TOWER.  IT IS A STANDARD LOOKOUT CABIN SUPPORTED BY
 BJ4865'A 4 LEGGED STEEL STRUCTURE, 100 FEET IN HEIGHT, AND BELONGING
 BJ4865'TO THE LOUISIANA STATE FORESTRY COMMISSION.
 BJ4865'
 BJ4865'IT IS ABOUT 3 MILES NORTH OF THE POST OFFICE AT WAKEFIELD AND
 BJ4865'0.2 MILE WEST OF U.S. HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2955 ***********************************************************************
 BH2955  DESIGNATION -  WALDHEIM LOT
 BH2955  PID         -  BH2955
 BH2955  STATE/COUNTY-  LA/ST TAMMANY
 BH2955  USGS QUAD   -  BUSH (1983)
 BH2955
 BH2955                         *CURRENT SURVEY CONTROL
 BH2955  ___________________________________________________________________
 BH2955* NAD 83(1992)-  30 34 40.87335(N)    089 58 26.21766(W)     ADJUSTED  
 BH2955* NAVD 88     -                                                        
 BH2955  ___________________________________________________________________
 BH2955  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BH2955  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BH2955
 BH2955  HORZ ORDER  -  THIRD
 BH2955
 BH2955.The horizontal coordinates were established by classical geodetic methods
 BH2955.and adjusted by the National Geodetic Survey in May 1994..
 BH2955
 BH2955
 BH2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2955
 BH2955.The geoid height was determined by GEOID03.
 BH2955
 BH2955;                    North         East     Units Scale Factor Converg.
 BH2955;SPC LA S     -   231,113.952 1,130,388.984   MT  0.99997633   +0 40 47.0
 BH2955;SPC LA S     -   758,246.36  3,708,617.86   sFT  0.99997633   +0 40 47.0
 BH2955;UTM  16      - 3,386,605.170   214,784.050   MT  1.00060366   -1 30 50.1
 BH2955;UTM  15      - 3,386,738.446   790,214.951   MT  1.00063915   +1 32 25.7
 BH2955
 BH2955                          SUPERSEDED SURVEY CONTROL
 BH2955
 BH2955  NAD 83(1992)-  30 34 40.87486(N)    089 58 26.21742(W) AD(       ) 4
 BH2955  NAD 83(1986)-  30 34 40.88598(N)    089 58 26.21483(W) AD(       ) 4
 BH2955  NAD 27      -  30 34 40.19734(N)    089 58 25.94490(W) AD(       ) 3
 BH2955
 BH2955.Superseded values are not recommended for survey control.
 BH2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2955.See file dsdata.txt to determine how the superseded data were derived.
 BH2955
 BH2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1478486605(NAD 83)
 BH2955_MARKER: 57 = LOOKOUT TOWER
 BH2955
 BH2955  HISTORY     - Date     Condition        Report By
 BH2955  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2955
 BH2955                          STATION DESCRIPTION
 BH2955
 BH2955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH2955'WALDHEIM LOOKOUT TOWER IS A SQUARE METAL CAB, GREY IN COLOR, WINDOWS
 BH2955'ON ALL SIDES AND A CONICAL SHAPED ROOF.  CAB IS SUPPORTED BY 4-STEEL
 BH2955'CHANNEL TYPE LEGS AND IS 110 FEET IN HEIGHT.
 BH2955'
 BH2955'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF SUN, 2-1/2 MILES
 BH2955'NORTHEAST OF WALDHEIM, 10 MILES NORTHEAST OF COVINGTON AND 0.1 MILE
 BH2955'EAST OF STATE HIGHWAY 21.
 BH2955'
 BH2955'POINT INTERSECTED, WAS TOP-CENTER OF THE CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4861 ***********************************************************************
 BJ4861  DESIGNATION -  WALKER
 BJ4861  PID         -  BJ4861
 BJ4861  STATE/COUNTY-  LA/WEST FELICIANA
 BJ4861  USGS QUAD   -  LAUREL HILL (1972)
 BJ4861
 BJ4861                         *CURRENT SURVEY CONTROL
 BJ4861  ___________________________________________________________________
 BJ4861* NAD 83(1992)-  30 58 58.37809(N)    091 17 25.26252(W)     ADJUSTED  
 BJ4861* NAVD 88     -       100.9    (meters)     331.     (feet)  VERTCON   
 BJ4861  ___________________________________________________________________
 BJ4861  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BJ4861  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4861
 BJ4861  HORZ ORDER  -  FIRST
 BJ4861
 BJ4861.The horizontal coordinates were established by classical geodetic methods
 BJ4861.and adjusted by the National Geodetic Survey in May 1994..
 BJ4861
 BJ4861.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4861
 BJ4861.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4861
 BJ4861.The geoid height was determined by GEOID03.
 BJ4861
 BJ4861;                    North         East     Units Scale Factor Converg.
 BJ4861;SPC LA S     -   275,227.563 1,004,106.055   MT  1.00007240   +0 01 17.4
 BJ4861;SPC LA S     -   902,975.76  3,294,304.62   sFT  1.00007240   +0 01 17.4
 BJ4861;SPC MS W     -   164,772.084   608,586.998   MT  1.00005304   -0 29 33.7
 BJ4861;SPC MS W     -   540,589.75  1,996,672.51   sFT  1.00005304   -0 29 33.7
 BJ4861;UTM  15      - 3,428,958.992   663,254.103   MT  0.99992876   +0 52 49.0
 BJ4861
 BJ4861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4861!SPC LA S     -   0.99998841  x   1.00007240  =   1.00006081
 BJ4861!SPC MS W     -   0.99998841  x   1.00005304  =   1.00004145
 BJ4861!UTM  15      -   0.99998841  x   0.99992876  =   0.99991717
 BJ4861
 BJ4861:                Primary Azimuth Mark                     Grid Az
 BJ4861:SPC LA S     -  CENTREVILLE MUNICIPAL TANK               061 18 10.5
 BJ4861:SPC MS W     -  CENTREVILLE MUNICIPAL TANK               061 49 01.6
 BJ4861:UTM  15      -  CENTREVILLE MUNICIPAL TANK               060 26 38.9
 BJ4861
 BJ4861|---------------------------------------------------------------------|
 BJ4861| PID    Reference Object                     Distance      Geod. Az  |
 BJ4861|                                                           dddmmss.s |
 BJ4861| BW2454 CENTREVILLE MUNICIPAL TANK          APPROX.24.3 KM 0611927.9 |
 BJ4861| BJ4673 SWING ALONG PLANTATION TANK         APPROX.24.5 KM 1002358.1 |
 BJ4861| CW1604 WALKER RM 1                          28.797 METERS 13554     |
 BJ4861| CW1603 WALKER AZ MK                                       1845346.0 |
 BJ4861| BJ4865 WAKEFIELD LOT                       APPROX. 7.8 KM 2174312.8 |
 BJ4861| CW1605 WALKER RM 2                          78.108 METERS 23441     |
 BJ4861| BW2461 WOODVILLE SEVEN DAY GROCERY TK      APPROX.13.1 KM 3561834.6 |
 BJ4861| BW2464 WOODVILLE WILKINSON CO CTHSE        APPROX.13.4 KM 3562743.3 |
 BJ4861| BW2463 WOODVILLE MUNICIPAL TANK            APPROX.13.5 KM 3563610.7 |
 BJ4861|---------------------------------------------------------------------|
 BJ4861
 BJ4861                          SUPERSEDED SURVEY CONTROL
 BJ4861
 BJ4861  NAD 83(1992)-  30 58 58.38168(N)    091 17 25.26443(W) AD(       ) 1
 BJ4861  NAD 83(1986)-  30 58 58.39461(N)    091 17 25.25746(W) AD(       ) 1
 BJ4861  NAD 27      -  30 58 57.75700(N)    091 17 24.85900(W) AD(       ) 1
 BJ4861  NGVD 29 (07/19/86)  100.9    (m)          331.     (f) VERT ANG       
 BJ4861
 BJ4861.Superseded values are not recommended for survey control.
 BJ4861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4861.See file dsdata.txt to determine how the superseded data were derived.
 BJ4861
 BJ4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6325428959(NAD 83)
 BJ4861_MARKER: DS = TRIANGULATION STATION DISK
 BJ4861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4861
 BJ4861  HISTORY     - Date     Condition        Report By
 BJ4861  HISTORY     - 1929     MONUMENTED       CGS
 BJ4861  HISTORY     - 1939     GOOD             CGS
 BJ4861  HISTORY     - 1949     GOOD             CGS
 BJ4861  HISTORY     - 1955     GOOD             CGS
 BJ4861  HISTORY     - 1977     GOOD             NGS
 BJ4861
 BJ4861                          STATION DESCRIPTION
 BJ4861
 BJ4861'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4861'STATION IS ABOUT 9 MILES S. OF WOODVILLE, ON LAND OWNED BY
 BJ4861'L.M. WALKER, ON TOP OF A ROUND HILL COVERED WITH A SCATTERED
 BJ4861'GROWTH OF YOUNG PINE TREES.  ABOUT 2/5 MILE E. OF WALKERS
 BJ4861'STORE AND 1/4 MILE N. OF A ROAD AT CREST OF HILL.
 BJ4861'
 BJ4861'STATION BEST REACHED FROM WOODVILLE BY GOING S. ABOUT 9-1/2
 BJ4861'MILES ON THE ROAD LEADING OUT OF TOWN BY THE RAILROAD STATION,
 BJ4861'TO AN UP GRADE TURN TO THE LEFT MARKED BY RED CLAY BANKS
 BJ4861'AND A 8X10 FT. (APPROX) BUILDING MARKED CORNER P.O. ON THE LEFT.
 BJ4861'GO E. 0.3 MILE TO PRIVATE ROAD, 0.1 MILE E. OF WALKERS STORE,
 BJ4861'LEADING UP THE HILL THRU A GATE BY A BARN.  FOLLOW THIS
 BJ4861'ROAD ABOUT 1/4 MILE TO TOP OF GRADE AND TURN LEFT JUST E.
 BJ4861'OF THE EDGE OF A WOOD LOT AND GO THRU A CULTIVATED AREA TO
 BJ4861'THE TOP OF THE PINE COVERED HILL.
 BJ4861'
 BJ4861'TO REACH STATION FROM U.S. 61 TURN E. CROSSING THE RAILROAD
 BJ4861'AT LAUREL HILL, A VILLAGE ABOUT 12 MILES S. OF WOODVILLE,
 BJ4861'AND GO 1.3 MILES TO CROSS ROADS, CONTINUE STRAIGHT AHEAD
 BJ4861'2.4 MILES TO A ROAD LEADING TO RIGHT AND THE CORNER P.O.
 BJ4861'MENTIONED ABOVE. THE ROAD SOUTH FROM WOODVILLE WAS THE BETTER
 BJ4861'ONE AT THE TIME THE STATION WAS OCCUPIED.  SIGNAL USED.  116 FT.
 BJ4861'STEEL TOWER.
 BJ4861'
 BJ4861'R.M. 2 IS W. OF THE STATION BESIDE A STOCK TRAIL THRU THE GRASS.
 BJ4861'
 BJ4861'R.M. 1 NOT PERMANENTLY SET.
 BJ4861
 BJ4861                          STATION RECOVERY (1939)
 BJ4861
 BJ4861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4861'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 BJ4861'GOOD CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 BJ4861'THE STATION IS ON LAND OWNED BY FLEMMING FORD, AND JESSE
 BJ4861'BROWN IS THE TENANT.  THE STATION IS ABOUT 9 MILES
 BJ4861'SOUTH OF WOODVILLE, MISSISSIPPI.  3-1/2 MILES NORTHEAST OF
 BJ4861'LAUREL HILL, LOUISIANA.  1/2 MILE EAST-SOUTHEAST OF CORNER
 BJ4861'POST OFFICE.  AND 1 MILE SOUTH OF THE MISSISSIPPI-LOUISIANA
 BJ4861'STATE LINE.  THE STATION IS NEAR THE WEST EDGE OF A PINE
 BJ4861'WOODS.  ABOUT 50 FEET SOUTH OF THE HIGHEST PART OF A HILL.
 BJ4861'27 FEET EAST-NORTHEAST OF A BLAZED PINE TREE.  22 FEET NORTH
 BJ4861'OF CENTER OF THE FIELD-AND-WOODS ROAD.  AND 100 FEET EAST
 BJ4861'OF A FIELD.  THE MARK PROJECTS 6 INCHES
 BJ4861'ABOVE THE GROUND AND IS STAMPED WALKER 1929.
 BJ4861'
 BJ4861'TO REACH THE STATION FROM JACKSON, LOUISIANA DRIVE WEST ON
 BJ4861'LOUISIANA HIGHWAY 35 FROM THE POST OFFICE FOR 1 MILE TO THOMPSON
 BJ4861'CREEK.  CONTINUE 0.2 MILE, THEN TAKE THE RIGHT FORK ON A GRAVEL
 BJ4861'ROAD AND DRIVE 8.8 MILES.  THEN TAKE THE RIGHT FORK ON A
 BJ4861'GRAVEL ROAD AND DRIVE 3.8 MILES TO WALKERS STORE.  CONTINUE
 BJ4861'0.1 MILE TO THE TOP OF A HILL.  THEN TURN RIGHT ON A FIELD
 BJ4861'ROAD AND DRIVE 0.05 MILE TO A GATE.  DRIVE THRU GATE AND INTO
 BJ4861'JESSE BROWNS YARD.  THEN GO STRAIGHT AHEAD ALONG THE RIDGE
 BJ4861'TO THE EAST AND FOLLOW A FIELD ROAD FOR 0.2 MILE TO A GATE.
 BJ4861'DRIVE THRU THE GATE AND ALONG A RIDGE THRU THE FIELDS FOR
 BJ4861'0.3 MILE TO THE STATION.
 BJ4861'
 BJ4861'REFERENCE MARK NO. 1 WAS REESTABLISHED 94.53 FEET, HORIZONTAL
 BJ4861'DISTANCE, SOUTHEAST OF THE STATION AND ABOUT 6 FEET LOWER.
 BJ4861'THE MARK PROJECTS 8 INCHES ABOVE THE GROUND AND
 BJ4861'IS STAMPED WALKER NO 1 1939.
 BJ4861'
 BJ4861'REFERENCE MARK NO. 2 IS 256.4 FEET SOUTHWEST OF THE STATION
 BJ4861'S 54 DEG 41 MIN W AND JUST SOUTH OF THE FIELD ROAD.
 BJ4861'THE MARK PROJECTS 6 INCHES AND IS STAMPED WALKER
 BJ4861'NO 2 1929.
 BJ4861'
 BJ4861'AN AZIMUTH MARK WAS ESTABLISHED ABOUT 0.4 MILE SOUTH OF THE
 BJ4861'STATION ON LAND OWNED BY MR. WALKER.  THE MARK IS 18 FEET
 BJ4861'SOUTHWEST OF A 50-INCH OAK TREE.  111 FEET NORTHWEST OF
 BJ4861'THE FIREPLACE CHIMNEY OF A TENANT HOUSE.  AND 135 FEET
 BJ4861'EAST-NORTHEAST OF THE CENTER OF THE DIRT ROAD.  THE AZIMUTH
 BJ4861'DISK  PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BJ4861'STAMPED WALKER 1939.
 BJ4861'
 BJ4861'TO REACH THE AZIMUTH MARK FROM WALKERS STORE GO EAST ON THE
 BJ4861'GRAVEL ROAD ABOUT 50 YARDS TO A DIRT ROAD RIGHT.  TURN RIGHT
 BJ4861'(SOUTH) AND DRIVE 0.5 MILE TO A TENANT HOUSE AND THE AZIMUTH
 BJ4861'MARK ON THE EAST SIDE OF THE ROAD.  TO SEE THE AZIMUTH MARK
 BJ4861'FROM THE STATION A 5 OR 6 FOOT TARGET SHOULD BE PLACED OVER
 BJ4861'THE AZIMUTH MARK TO CLEAR A RIDGE JUST A FEW FEET NORTH OF THE
 BJ4861'AZIMUTH MARK.
 BJ4861'
 BJ4861'A 103-FOOT TOWER IS NEEDED TO SEE 113-FOOT LIGHTS AT ALLAIN
 BJ4861'1929 AND BROWN 1929.
 BJ4861'
 BJ4861'A 77-FOOT TOWER WILL SEE 113-FOOT LIGHTS AT STOCKERT AND GREEN.
 BJ4861
 BJ4861                          STATION RECOVERY (1949)
 BJ4861
 BJ4861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BJ4861'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 BJ4861'A DIFFERENCE OF 2.93 FEET WAS NOTED IN THE MEASUREMENT TO
 BJ4861'REFERENCE MARK NO. 1 AS RECORDED IN THE LIST OF DIRECTIONS OF THE
 BJ4861'1939 DESCRIPTION, AND A DIFFERENCE OF 0.06 FOOT AS RECORDED
 BJ4861'IN THE BODY OF THE 1939 DESCRIPTION.  DIFFERENCES WERE NOTED IN
 BJ4861'THE DISTANCES TO LOCAL OBJECTS DUE TO ROAD CHANGES AND IN
 BJ4861'THE CUTTING OF TIMBER.  DESCRIPTION FOLLOWS--
 BJ4861'
 BJ4861'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF WOODVILLE,
 BJ4861'MISSISSIPPI ON LAND OWNED BY FLEMING FORD AND OCCUPIED BY
 BJ4861'JESSE BROWN, ABOUT 1 MILE SOUTH OF THE
 BJ4861'MISSISSIPPI-LOUISIANA STATE LINE, NEAR THE WEST EDGE OF A PINE
 BJ4861'WOODS, ABOUT 50 FEET SOUTH OF THE HIGHEST PART OF A HILL,
 BJ4861'16 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A NARROW
 BJ4861'FARM ROAD, AND 5 FEET SOUTH OF A WITNESS POST.
 BJ4861'
 BJ4861'TO REACH THE STATION FROM THE COURTHOUSE IN WOODVILLE, GO
 BJ4861'SOUTH FOR 0.25 MILE TO THE RAILROAD DEPOT.  CONTINUE SOUTHERLY
 BJ4861'(FIRST ON MACADAM THEN ON GRAVELED ROAD) FOR 8.95 MILE TO A
 BJ4861'SIDE ROAD ON THE RIGHT AND A FARM LANE ON THE LEFT (SIGN ON
 BJ4861'THE LEFT THAT READS LAUREL HILL 4)*.  THEN LEFT, EASTERLY,
 BJ4861'ON THE FARM LANE FOR 0.05 MILE.  THEN LEFT THROUGH A GATE
 BJ4861'THEN BEAR RIGHT FOR 0.05 MILE TO A FARM HOUSE.  THEN LEFT
 BJ4861'ON A NARROW FARM ROAD FOR 0.2 MILE TO A GATE.  THEN THROUGH
 BJ4861'GATE, CONTINUE ON FARM ROAD FOR 0.2 MILE TO ANOTHER GATE.
 BJ4861'THEN THROUGH GATE, CONTINUE ON FARM ROAD FOR 0.05 MILE.
 BJ4861'THEN BEAR LEFT FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 BJ4861'
 BJ4861'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHERLY ON
 BJ4861'THE MAIN GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE
 BJ4861'RIGHT.  THEN RIGHT FOR 0.55 MILE TO THE MARK ON THE LEFT
 BJ4861'
 BJ4861'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BJ4861'WALKER 1929.
 BJ4861'
 BJ4861'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF THE APPROXIMATE
 BJ4861'CENTERLINE OF THE FARM ROAD.  THE MARK PROJECTS 5 INCHES, AND THE
 BJ4861'DISK IS STAMPED WALKER NO 1 1939.
 BJ4861'
 BJ4861'REFERENCE MARK NO. 2 IS 9 FEET EAST OF THE APPROXIMATE CENTERLINE
 BJ4861'OF THE FARM ROAD AT A POINT WHERE THE ROAD CURVES FROM THE
 BJ4861'SOUTHEAST TO THE NORTHEAST.  THE MARK PROJECTS 6 INCHES, AND
 BJ4861'THE DISK IS STAMPED WALKER NO 2 1929.
 BJ4861'
 BJ4861'THE AZIMUTH MARK IS 0.4 MILE FROM THE STATION, 135 FEET
 BJ4861'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BJ4861'ROAD, 111 FEET WEST OF A TENANT HOUSE, AND 18 FEET SOUTHWEST
 BJ4861'OF A LONE 50-INCH OAK TREE.  THE MARK PROJECTS 6 INCHES,
 BJ4861'AND THE DISK IS STAMPED WALKER 1939.
 BJ4861'
 BJ4861'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BJ4861'SQUARE CONCRETE POSTS.
 BJ4861'
 BJ4861'A 90 FOOT TOWER AT WALKER 1929 WILL SEE 77 FEET AT STOCKERT
 BJ4861'1939, AND 77 FEET AT WOODVILLE 1929.
 BJ4861
 BJ4861                          STATION RECOVERY (1955)
 BJ4861
 BJ4861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4861'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BJ4861'CONDITION.  THE CORNER POST OFFICE MENTIONED IN THE ORIGINAL
 BJ4861'DESCRIPTION HAS BEEN MOVED ABOUT 1 MILE NORTH OF ITS ORIGINAL
 BJ4861'LOCATION.
 BJ4861'
 BJ4861'A NEW DESCRIPTION FOLLOWS--
 BJ4861'
 BJ4861'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF WOODVILLE,
 BJ4861'MISSISSIPPI, AND 3.5 MILES NORTHEAST OF LAUREL HILL, LOUISIANA,
 BJ4861'0.5 MILE NORTHEAST OF THE WALKER STORE AND 300 YARDS NORTH
 BJ4861'OF STATE HIGHWAY 258, ON THE HIGHEST GROUND IN THE VICINITY
 BJ4861'OWNED BY MR. S.L. FORD OF 6317 YORK STREET, NEW ORLEANS, LA.
 BJ4861'AND OCCUPIED BY JESSE BROWN.  IT IS ABOUT 50 FEET SOUTH OF
 BJ4861'THE HIGHEST PART OF THE HILL, AT THE EAST EDGE OF A FIELD,
 BJ4861'IN AN OPEN AREA SPARSELY COVERED WITH SMALL PINE TREES AND
 BJ4861'22 FEET NORTHWEST OF THE CENTER OF A DIM ROAD.  IT IS A
 BJ4861'STANDARD DISK, STAMPED WALKER 1929, PROJECTING 4 INCHES.
 BJ4861'
 BJ4861'REFERENCE MARK NO. 1 IS 94.53 FEET SOUTHEAST OF THE STATION,
 BJ4861'72 FEET SOUTHEAST OF THE CENTER OF THE DIM ROAD AND ABOUT
 BJ4861'6 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK STAMPED
 BJ4861'WALKER NO 1 1939, PROJECTING 8 INCHES.
 BJ4861'
 BJ4861'REFERENCE MARK NO. 2 IS 256.4 FEET SOUTHWEST OF THE STATION,
 BJ4861'AT THE EAST EDGE OF THE FIELD AND AT A POINT WHERE THE FIELD
 BJ4861'ROAD TURNS NORTHEAST.  IT IS A STANDARD DISK, STAMPED WALKER
 BJ4861'NO 2 1929, PROJECTING 4 INCHES.
 BJ4861'
 BJ4861'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION,
 BJ4861'AR THE WEST EDGE OF A GARDEN PLOT, 135 FEET EAST SOUTHEAST
 BJ4861'OF THE CENTER OF A DIRT ROAD AND 27 FEET NORTHEAST OF A POWER
 BJ4861'POLE WITH A TRANSFORMER.  IT IS A STANDARD DISK, STAMPED
 BJ4861'WALKER 1939, PROJECTING 6 INCHES.
 BJ4861'
 BJ4861'TO REACH THE STATION FROM THE POST OFFICE IN JACKSON, LA.
 BJ4861'GO WEST ON STATE HIGHWAY 258 FOR 1 MILE TO THE BRIDGE OVER
 BJ4861'THOMPSONS CREEK, CONTINUE FOR 0.2 MILE TO THE JUNCTION WITH
 BJ4861'STATE HIGHWAY 258, TURN RIGHT ON STATE HIGHWAY 258 AND GO
 BJ4861'NORTHERLY FOR 8.6 MILES TO A FORK, TAKE RIGHT FORK AND GO 3.7
 BJ4861'MILES TO THE WALKER STORE ON THE RIGHT.  CONTINUE FOR 0.2
 BJ4861'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO A
 BJ4861'GATE ON THE LEFT, PASS THROUGH THE GATE AND GO 0.05 MILE
 BJ4861'TO THE JESSE BROWN HOUSE ON THE RIGHT, TURN LEFT INTO NARROW
 BJ4861'LANE AND GO 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND
 BJ4861'GO 0.2 MILE TO ANOTHER GATE, PASS THROUGH THE GATE AND
 BJ4861'CONTINUE FOR 0.05 MILE TO A POINT WHERE THE ROAD TURNS LEFT
 BJ4861'AND THE REFERENCE MARK NO. 2 ON THE RIGHT, TURN LEFT AND
 BJ4861'GO 75 YARDS TO THE STATION ON THE LEFT.
 BJ4861'
 BJ4861'TO REACH THE AZIMUTH MARK FROM THE WALKER STORE, GO EAST FOR
 BJ4861'50 YARDS TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE TO
 BJ4861'A TENNANT HOUSE AND THE MARK ON THE LEFT.  THE MARK IS NOT
 BJ4861'VISIBLE FROM THE STATION WITHOUT CLEARING AND A 6 FOOT TARGET
 BJ4861'ON THE AZIMUTH MARK.
 BJ4861
 BJ4861                          STATION RECOVERY (1977)
 BJ4861
 BJ4861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BJ4861'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BJ4861'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 BJ4861'DESTROYED. THE DIRECTIONS TO REFERENCE MARK 1 AND 2,
 BJ4861'AND THE DISTANCE TO REFERENCE MARK 1 COMPARED FAVORABLY
 BJ4861'WITH 1949 DATA, HOWEVER, A DIFFERENCE OF 0.028 METER
 BJ4861'SHORTER TO REFERENCE MARK 2 WAS NOTED AND VERIFIED AT
 BJ4861'THIS TIME.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION
 BJ4861'FOLLOWS.
 BJ4861'
 BJ4861'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF WOODVILLE,
 BJ4861'MISSISSIPPI, 7-1/2 MILES NORTHEAST OF WAKEFIELD, LOUISIANA, AND
 BJ4861'ON PROPERTY OWNED BY MR. S.L. FORD OF 6317 YORK STREET, NEW
 BJ4861'ORLEANS, LOUISIANA.
 BJ4861'
 BJ4861'TO REACH THE STATION FROM THE POST OFFICE IN WAKEFIELD WHICH IS
 BJ4861'ABOUT 7 MILES NORTH OF ST.FRANCISVILLE, GO NORTH ON U.S.
 BJ4861'HIGHWAY 61 FOR 4.3 MILES TO A PAVED SIDE ROAD RIGHT, OLD LAUREL
 BJ4861'HILL ROAD.  TURN RIGHT AND GO NORTHEAST ON THE ROAD FOR 0.55
 BJ4861'MILE TO A PAVED SIDE ROAD RIGHT, HARRIS CORNER ROAD.  TURN RIGHT
 BJ4861'AND GO EAST ON THE ROAD FOR 3.5 MILES TO A T-INTERSECTION.
 BJ4861'CONTINUE AHEAD ON A DIRT DRIVEWAY FOR 0.1 MILE TO A HOUSE ON
 BJ4861'THE RIGHT AND A GATE ON THE LEFT.  PASS THROUGH THE GATE AND
 BJ4861'FOLLOW A TRACK ROAD NORTHEAST ALONG A FIELD AND WOODS FOR 0.4
 BJ4861'MILE TO A GATE AND HEAVY WOODS.  CONTINUE AHEAD THROUGH THE
 BJ4861'GATE FOR ABOUT 150 FEET TO A CLEARED WOODS ROAD ON THE
 BJ4861'LEFT.  TURN LEFT AND FOLLOW THE ROAD FOR 0.1 MILE TO THE
 BJ4861'STATION, AS DESCRIBED.
 BJ4861'
 BJ4861'THE STATION MARK, STAMPED---WALKER 1929---, IS A STANDARD DISK
 BJ4861'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 BJ4861'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 BJ4861'IT IS 28.5 FEET NORTHEAST OF AN 8-INCH PINE TREE, 23.5 FEET WEST
 BJ4861'OF A 10-INCH PINE TREE AND 13 FEET SOUTH OF A 6-INCH PINE TREE.
 BJ4861'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 BJ4861'
 BJ4861'REFERENCE MARK 1, STAMPED---WALKER NO 1 1939---, IS A STANDARD
 BJ4861'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BJ4861'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 18.5 FEET
 BJ4861'NORTHWEST OF AN 8-INCH PINE TREE AND 6.5 FEET SOUTHWEST OF A
 BJ4861'10-INCH PINE TREE.
 BJ4861'
 BJ4861'REFERENCE MARK 2, STAMPED---WALKER NO 2 1929---, IS A STANDARD
 BJ4861'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BJ4861'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 30.5 FEET
 BJ4861'SOUTHWEST OF A 34-INCH PINE TREE, 16 FEET NORTHEAST OF A
 BJ4861'10-INCH ELM TREE AND 22 FEET NORTH-NORTHWEST OF A 6-INCH PINE
 BJ4861'TREE.
 BJ4861'
 BJ4861'NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 BJ4861'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 BJ4861'
 BJ4861'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 34.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2684 ***********************************************************************
 BX2684  DESIGNATION -  WALKER
 BX2684  PID         -  BX2684
 BX2684  STATE/COUNTY-  LA/RAPIDES
 BX2684  USGS QUAD   -  ALEXANDRIA (1992)
 BX2684
 BX2684                         *CURRENT SURVEY CONTROL
 BX2684  ___________________________________________________________________
 BX2684* NAD 83(1992)-  31 15 27.66048(N)    092 29 05.87758(W)     ADJUSTED  
 BX2684* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 BX2684  ___________________________________________________________________
 BX2684  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BX2684  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BX2684
 BX2684  HORZ ORDER  -  FIRST
 BX2684
 BX2684.The horizontal coordinates were established by classical geodetic methods
 BX2684.and adjusted by the National Geodetic Survey in January 1993..
 BX2684
 BX2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2684
 BX2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2684
 BX2684.The geoid height was determined by GEOID03.
 BX2684
 BX2684;                    North         East     Units Scale Factor Converg.
 BX2684;SPC LA N     -    84,009.620 1,001,431.908   MT  0.99998061   +0 00 28.6
 BX2684;SPC LA N     -   275,621.56  3,285,531.18   sFT  0.99998061   +0 00 28.6
 BX2684;UTM  15      - 3,458,274.666   549,035.864   MT  0.99962966   +0 16 02.1
 BX2684
 BX2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2684!SPC LA N     -   1.00000039  x   0.99998061  =   0.99998100
 BX2684!UTM  15      -   1.00000039  x   0.99962966  =   0.99963005
 BX2684
 BX2684|---------------------------------------------------------------------|
 BX2684| PID    Reference Object                     Distance      Geod. Az  |
 BX2684|                                                           dddmmss.s |
 BX2684| CY5806 WALKER RM 1                          40.215 METERS 08651     |
 BX2684| CY5807 WALKER RM 2                          44.580 METERS 15651     |
 BX2684| CY5805 WALKER AZ MK                                       2740747.3 |
 BX2684| BX2701 ALEXANDRIA ENGLAND AFB NW TANK      APPROX. 9.0 KM 3270949.2 |
 BX2684|---------------------------------------------------------------------|
 BX2684
 BX2684                          SUPERSEDED SURVEY CONTROL
 BX2684
 BX2684  NAD 83(1986)-  31 15 27.67945(N)    092 29 05.87293(W) AD(       ) 1
 BX2684  NAD 27      -  31 15 27.01723(N)    092 29 05.37705(W) AD(       ) 1
 BX2684  NGVD 29 (07/19/86)   24.1    (m)           79.     (f) VERT ANG       
 BX2684
 BX2684.Superseded values are not recommended for survey control.
 BX2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2684.See file dsdata.txt to determine how the superseded data were derived.
 BX2684
 BX2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4903658275(NAD 83)
 BX2684_MARKER: DS = TRIANGULATION STATION DISK
 BX2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2684_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2684
 BX2684  HISTORY     - Date     Condition        Report By
 BX2684  HISTORY     - 1969     MONUMENTED       CGS
 BX2684  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2684
 BX2684                          STATION DESCRIPTION
 BX2684
 BX2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2684'THE STATION IS ABOUT 7-3/4 MILES NORTH OF WOODWORTH, 5-3/4
 BX2684'MILES SOUTHWEST OF PINEVILLE AND 5-1/2 MILES NORTHEAST OF
 BX2684'ENGLAND AIR FORCE BASE.  ON PROPERTY OWNED BY THE WALKER FARMS,
 BX2684'THE PROPERTY IS NOW OCCUPIED BY MR. RAYMOND BYRD WHO LIVES NEAR
 BX2684'THE STATION.
 BX2684'
 BX2684'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE LARGE
 BX2684'TRAFFIC CIRCLE AT THE JUNCTION OF U.S. HIGHWAYS 71, 165 AND 167
 BX2684'AT THE SOUTH SIDE OF ALEXANDRIA, GO SOUTHERLY ON U.S. HIGHWAY
 BX2684'165 FOR 1.05 MILES TO A CROSSROADS, TURN RIGHT AND GO WEST ON
 BX2684'STATE HIGHWAY 488 FOR 0.4 MILE TO A GRAVELED DRIVEWAY ON THE
 BX2684'LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 BX2684'STRAIGHT AHEAD WEST FOR 0.45 MILE TO A CROSSROADS, TURN LEFT
 BX2684'AND GO SOUTH FOR 0.3 MILE TO A LARGE BRICK HOUSE ON THE RIGHT
 BX2684'JUST AFTER ENTERING ONTO PRIVATE PROPERTY AND THE AZIMUTH
 BX2684'MARK ON THE LEFT).  TURN LEFT AND GO SOUTHERLY FOR 0.1 MILE
 BX2684'TO THE REAR OF A WHITE HOUSE, BEAR RIGHT AND FOLLOW THE ROAD
 BX2684'SOUTHERLY FOR 0.05 MILE TO THE NORTHWEST CORNER OF A PECAN
 BX2684'GROVE ON THE LEFT AND AN ABANDON WHITE HOUSE AND THE STATION
 BX2684'ON THE RIGHT.
 BX2684'
 BX2684'THE STATION MARK IS A STANDARD DISK, STAMPED WALKER 1969, SET
 BX2684'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS 14 INCHES
 BX2684'BELOW THE SURFACE OF THE GROUND.  IT IS 100 FEET WEST OF THE
 BX2684'CENTER OF A FIELD ROAD, 38 FEET EAST OF A TREE 36 INCHES IN
 BX2684'DIAMETER AND 20 FEET SOUTH OF THE SOUTHWEST CORNER OF A WHITE
 BX2684'WOOD FRAME HOUSE.
 BX2684'
 BX2684'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WALKER NO 1 1969,
 BX2684'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2684'8 INCHES ABOVE THE GROUND.  IT IS 18 FEET EAST OF THE CENTER OF
 BX2684'THE FIELD ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND 1
 BX2684'FOOT WEST OF A NORTH-SOUTH FENCELINE.
 BX2684'
 BX2684'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WALKER NO 2 1969,
 BX2684'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2684'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 18 FEET EAST OF THE
 BX2684'FIELD ROAD, 1.7 FEET NORTH OF ANOTHER WITNESS POST AND 1 FOOT
 BX2684'WEST OF THE FENCELINE.
 BX2684'
 BX2684'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WALKER 1969, SET IN
 BX2684'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 BX2684'GROUND.  IT IS 26 FEET SOUTH OF A GRAVELED ROAD, 1.6 FEET
 BX2684'NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF AN
 BX2684'EAST-WEST FENCELINE.
 BX2684'
 BX2684'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO POWER POLE
 BX2684'ON LINE.
 BX2684
 BX2684                          STATION RECOVERY (1999)
 BX2684
 BX2684'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2828 ***********************************************************************
 CQ2828  DESIGNATION -  WALKER
 CQ2828  PID         -  CQ2828
 CQ2828  STATE/COUNTY-  LA/JACKSON
 CQ2828  USGS QUAD   -  CURR CREEK (1994)
 CQ2828
 CQ2828                         *CURRENT SURVEY CONTROL
 CQ2828  ___________________________________________________________________
 CQ2828* NAD 83(1992)-  32 18 21.86728(N)    092 37 15.66559(W)     ADJUSTED  
 CQ2828* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 CQ2828  ___________________________________________________________________
 CQ2828  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CQ2828  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ2828
 CQ2828  HORZ ORDER  -  FIRST
 CQ2828
 CQ2828.The horizontal coordinates were established by classical geodetic methods
 CQ2828.and adjusted by the National Geodetic Survey in January 1993..
 CQ2828
 CQ2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2828
 CQ2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2828
 CQ2828.The geoid height was determined by GEOID03.
 CQ2828
 CQ2828;                    North         East     Units Scale Factor Converg.
 CQ2828;SPC LA N     -   200,256.637   988,603.472   MT  0.99993763   -0 03 50.3
 CQ2828;SPC LA N     -   657,008.65  3,243,443.22   sFT  0.99993763   -0 03 50.3
 CQ2828;UTM  15      - 3,574,425.596   535,677.541   MT  0.99961570   +0 12 09.2
 CQ2828
 CQ2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2828!SPC LA N     -   0.99998801  x   0.99993763  =   0.99992564
 CQ2828!UTM  15      -   0.99998801  x   0.99961570  =   0.99960371
 CQ2828
 CQ2828|---------------------------------------------------------------------|
 CQ2828| PID    Reference Object                     Distance      Geod. Az  |
 CQ2828|                                                           dddmmss.s |
 CQ2828| CY5803 WALKER RM 2                          70.100 METERS 00339     |
 CQ2828| CQ2826 CHOUDRANT                           APPROX.16.6 KM 0164318.9 |
 CQ2828| CQ2827 VERNON STATE FIRE TOWER             APPROX. 8.4 KM 0413134.6 |
 CQ2828| CY5802 WALKER RM 1                         103.297 METERS 04256     |
 CQ2828| CQ2829 WALKER OIL DER S OF JONES PROP      APPROX. 5.0 KM 1791237.2 |
 CQ2828| CQ2859 JONESBORO MUNICIPAL TANK            APPROX.11.3 KM 2304514.9 |
 CQ2828| CQ2831 HODGE SO PAPER AND BAG STACK        APPROX.10.6 KM 2514011.1 |
 CQ2828| CY5804 WALKER RM 3                                        29057     |
 CQ2828|---------------------------------------------------------------------|
 CQ2828
 CQ2828                          SUPERSEDED SURVEY CONTROL
 CQ2828
 CQ2828  NAD 83(1986)-  32 18 21.88077(N)    092 37 15.65614(W) AD(       ) 1
 CQ2828  NAD 27      -  32 18 21.32495(N)    092 37 15.11826(W) AD(       ) 1
 CQ2828  NGVD 29 (07/19/86)  102.     (m)          335.     (f) VERT ANG       
 CQ2828
 CQ2828.Superseded values are not recommended for survey control.
 CQ2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2828.See file dsdata.txt to determine how the superseded data were derived.
 CQ2828
 CQ2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3567874426(NAD 83)
 CQ2828_MARKER: DS = TRIANGULATION STATION DISK
 CQ2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2828
 CQ2828  HISTORY     - Date     Condition        Report By
 CQ2828  HISTORY     - 1934     MONUMENTED       CGS
 CQ2828  HISTORY     - 1953     SEE DESCRIPTION  USGS
 CQ2828  HISTORY     - 1971     GOOD             NGS
 CQ2828
 CQ2828                          STATION DESCRIPTION
 CQ2828
 CQ2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 CQ2828'STATION IS LOCATED ABOUT 8 MILES NE OF JONESBORO IN NE 1/4
 CQ2828'SEC. 12, T 15 N, R 3 W, ON LAND OWNED AND OCCUPIED BY A MR.
 CQ2828'WALKER.  STATION MARK IS 40 FEET N OF E END OF MR. WALKERS
 CQ2828'HOUSE, 10 FEET W OF FENCE ON E SIDE OF LANE, AND 60 YARDS
 CQ2828'S OF SECTION LINE.  MARKS IS FLUSH WITH GROUND.
 CQ2828'
 CQ2828'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CQ2828'DISKS SET IN CONCRETE.
 CQ2828'
 CQ2828'REFERENCE MARK NO. 1 IS NE OF STATION 338.90 FEET ON E-W
 CQ2828'FENCE LINE AND S EDGE OF WOODS.
 CQ2828'
 CQ2828'REFERENCE MARK NO. 2 IS N OF STATION 70.100 METERS (229.96
 CQ2828'FEET) IN FENCE CORNER ON S SIDE OF WOODS.
 CQ2828'
 CQ2828'REFERENCE MARK NO. 3 IS W OF STATION 220 YARDS ON E-W FENCE
 CQ2828'LINE, S SIDE OF WOODS AND N EDGE OF CULTIVATED FIELD.
 CQ2828'
 CQ2828'REFERENCE MARK NO. 1 COULD NOT BE MEASURED MORE ACCURATELY
 CQ2828'ON ACCOUNT OF ROUGH UNEVEN FIELD.
 CQ2828'
 CQ2828'REACHED FROM JONESBORO BY GOING E ON STATE HIGHWAY 13, FOR
 CQ2828'3.45 MILES TO A SIDE ROAD N.  TURN HERE AND GO 2.1 MILES TO
 CQ2828'A ROAD LEADING E, FOLLOW THIS ROAD 1.0 MILE TO A ROAD N.
 CQ2828'FOLLOW THIS ROAD N FOR 2.75 MILES TO A POORLY TRAVELED LANE
 CQ2828'TURNING SHARPLY TO RIGHT.  FOLLOW THIS LANE 0.25 MILE TO
 CQ2828'A GATE, WHICH IS THE ENTRANCE TO MR. WALKERS YARD.  GO S
 CQ2828'60 YARDS TO STATION.
 CQ2828'
 CQ2828'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CQ2828
 CQ2828                          STATION RECOVERY (1953)
 CQ2828
 CQ2828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 CQ2828'SURFACE MARK DESTROYED.  SUB-SURFACE MARK STILL GOOD.
 CQ2828'
 CQ2828'AZIMUTH MARK IS STILL GOOD.
 CQ2828
 CQ2828                          STATION RECOVERY (1971)
 CQ2828
 CQ2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2828'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 CQ2828'CONDITION.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CQ2828'WERE SEARCHED FOR BUT NOT RECOVERED.
 CQ2828'
 CQ2828'DUE TO HEAVY BRUSH AND TREES AROUND THE STATION MARK
 CQ2828'A NEW WALKER 2 WAS ESTABLISHED AT THIS DATE AND ALL
 CQ2828'HORIZONTAL DIRECTIONS OBSERVED.
 CQ2828'
 CQ2828'A TRAVERSE CONNECTION WAS MADE TO STATION WALKER 2 DISTANCE
 CQ2828'BEING (123.64) FEET 37.686 METERS.
 CQ2828'
 CQ2828'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR WALKER 2 1971.
 CQ2828'
 CQ2828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ2828'6.5 MILES EAST-SOUTHEAST OF QUITMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3412 ***********************************************************************
 CQ3412  DESIGNATION -  WALKER
 CQ3412  PID         -  CQ3412
 CQ3412  STATE/COUNTY-  LA/DE SOTO
 CQ3412  USGS QUAD   -  GRAND CANE (1994)
 CQ3412
 CQ3412                         *CURRENT SURVEY CONTROL
 CQ3412  ___________________________________________________________________
 CQ3412* NAD 83(1992)-  32 04 02.75882(N)    093 45 57.46480(W)     ADJUSTED  
 CQ3412* NAVD 88     -        97.900  (meters)     321.19   (feet)  ADJUSTED  
 CQ3412  ___________________________________________________________________
 CQ3412  X           -    -355,344.958 (meters)                     COMP
 CQ3412  Y           -  -5,398,470.799 (meters)                     COMP
 CQ3412  Z           -   3,366,808.640 (meters)                     COMP
 CQ3412  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CQ3412  ELLIP HEIGHT-          72.11  (meters)          (01/02/04) GPS OBS
 CQ3412  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3412  DYNAMIC HT  -          97.787 (meters)     320.82  (feet)  COMP
 CQ3412  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 CQ3412
 CQ3412  HORZ ORDER  -  THIRD
 CQ3412  VERT ORDER  -  SECOND    CLASS I
 CQ3412  ELLP ORDER  -  FOURTH    CLASS II
 CQ3412
 CQ3412.This mark is at De Soto Parish Airport (3F3)
 CQ3412
 CQ3412.The horizontal coordinates were established by GPS observations
 CQ3412.and adjusted by the National Geodetic Survey in February 1996..
 CQ3412
 CQ3412.The orthometric height was determined by differential leveling
 CQ3412.and adjusted by the National Geodetic Survey in February 1994..
 CQ3412
 CQ3412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3412
 CQ3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3412
 CQ3412.The ellipsoidal height was determined by GPS observations
 CQ3412.and is referenced to NAD 83.
 CQ3412
 CQ3412.The geoid height was determined by GEOID03.
 CQ3412
 CQ3412.The dynamic height is computed by dividing the NAVD 88
 CQ3412.geopotential number by the normal gravity value computed on the
 CQ3412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3412.degrees latitude (g = 980.6199 gals.).
 CQ3412
 CQ3412.The modeled gravity was interpolated from observed gravity values.
 CQ3412
 CQ3412;                    North         East     Units Scale Factor Converg.
 CQ3412;SPC LA N     -   174,487.410   880,475.369   MT  0.99991814   -0 40 09.5
 CQ3412;SPC LA N     -   572,464.11  2,888,692.94   sFT  0.99991814   -0 40 09.5
 CQ3412;UTM  15      - 3,548,166.751   427,702.807   MT  0.99966446   -0 24 24.0
 CQ3412
 CQ3412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3412!SPC LA N     -   0.99998868  x   0.99991814  =   0.99990682
 CQ3412!UTM  15      -   0.99998868  x   0.99966446  =   0.99965314
 CQ3412
 CQ3412:                Primary Azimuth Mark                     Grid Az
 CQ3412:SPC LA N     -  WALKER AZ MK                             006 20 04.7
 CQ3412:UTM  15      -  WALKER AZ MK                             006 04 19.2
 CQ3412
 CQ3412|---------------------------------------------------------------------|
 CQ3412| PID    Reference Object                     Distance      Geod. Az  |
 CQ3412|                                                           dddmmss.s |
 CQ3412| CQ3411 WALKER AZ MK                        APPROX. 0.7 KM 0053955.2 |
 CQ3412|---------------------------------------------------------------------|
 CQ3412
 CQ3412                          SUPERSEDED SURVEY CONTROL
 CQ3412
 CQ3412  NAD 83(1992)-  32 04 02.75886(N)    093 45 57.46479(W) AD(       ) 3
 CQ3412  ELLIP H (01/21/93)   72.22   (m)                       GP(       ) 4 2
 CQ3412  NAD 83(1986)-  32 04 02.77198(N)    093 45 57.45258(W) AD(       ) 3
 CQ3412  NAD 27      -  32 04 02.18292(N)    093 45 56.79862(W) AD(       ) 3
 CQ3412  NGVD 29 (11/20/87)   98.2    (m)          322.     (f) GPS OBS        
 CQ3412
 CQ3412.Superseded values are not recommended for survey control.
 CQ3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3412.See file dsdata.txt to determine how the superseded data were derived.
 CQ3412
 CQ3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2770348167(NAD 83)
 CQ3412_MARKER: DS = TRIANGULATION STATION DISK
 CQ3412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3412_SP_SET: CONCRETE POST
 CQ3412_STAMPING: WALKER 1986
 CQ3412_MARK LOGO: NGS   
 CQ3412_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3412+STABILITY: SURFACE MOTION
 CQ3412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3412+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 CQ3412
 CQ3412  HISTORY     - Date     Condition        Report By
 CQ3412  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3412  HISTORY     - 1986     GOOD             LADTD
 CQ3412  HISTORY     - 19870410 GOOD
 CQ3412  HISTORY     - 19880510 GOOD             LADTD
 CQ3412  HISTORY     - 19961212 GOOD             USPSQD
 CQ3412
 CQ3412                          STATION DESCRIPTION
 CQ3412
 CQ3412'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3412'THE STATION IS LOCATED ABOUT 8.1 KM (5 MI) NORTHWEST OF MANSFIELD,
 CQ3412'AT THE DESOTO PARISH AIRPORT NEAR THE SOUTH END OF RUNWAY 36.
 CQ3412'OWNERSHIP--DESOTO PARISH, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 CQ3412'MR. RODNEY WALKER, MANSFIELD, LA. 71052, TELEPHONE 318-872-1250.
 CQ3412'
 CQ3412'TO REACH THE STATION FROM THE OFFICE BUILDING AT THE DESOTO PARISH
 CQ3412'AIRPORT, GO WEST ALONG THE APPROACH RAMP TO THE RUNWAY AND THE
 CQ3412'STATION SET ON THE RIGHT AND EAST OF THE RUNWAY.
 CQ3412'
 CQ3412'THE STATION IS A STANDARD NGS DISK
 CQ3412'STAMPED---WALKER 1986---,
 CQ3412'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3412'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CQ3412'41.5 METERS (136 FT) SOUTH-SOUTHEAST FROM A CLEAR DOME LIGHT,
 CQ3412'25.6 METERS (84 FT) EAST FROM THE CENTER OF THE RUNWAY,
 CQ3412'21.3 METERS (70 FT) NORTHEAST FROM THE WEST ONE OF FOUR RED AND
 CQ3412'BLUE LIGHTS AND
 CQ3412'11 METERS (36 FT) WEST FROM THE CENTER OF THE APPROACH RAMP.
 CQ3412'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3412'STAMPED---WALKER 1986---,
 CQ3412'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3412'
 CQ3412'DESCRIBED BY RICHARD COPP.
 CQ3412
 CQ3412                          STATION RECOVERY (1986)
 CQ3412
 CQ3412'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ3412'RECOVERED IN GOOD CONDITION.
 CQ3412
 CQ3412                          STATION RECOVERY (1987)
 CQ3412
 CQ3412'RECOVERED 1987
 CQ3412'RECOVERED IN GOOD CONDITION.
 CQ3412
 CQ3412                          STATION RECOVERY (1988)
 CQ3412
 CQ3412'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ3412'MARK IS NORTH OF MANSFIELD ALONG U S HIGHWAY 171 AT THE DE SOTO PARISH
 CQ3412'AIRPORT.  FOR ENTRANCE INTO THE AIRPORT, CONTACT MR. RODNEY WALKER,
 CQ3412'MANSFIELD, LA.  PHONE 318-872-1250.  OWNERSHIP--DE SOTO PARISH.
 CQ3412'TO REACH THE MARK FROM THE OFFICE BUILDING AT THE AIRPORT, GO WEST
 CQ3412'ALONG THE APPROACH RAMP TO THE RUNWAY AND THE MARK ON THE RIGHT JUST
 CQ3412'EAST OF THE RUNWAY.
 CQ3412'THE MARK IS 41.5 M (136.2 FT) SOUTH-SOUTHEAST FROM A CLEAR DOME LIGHT,
 CQ3412'25.6 M (84.0 FT) EAST FROM THE CENTER OF THE RUNWAY, 21.3 M
 CQ3412'(69.9 FT) NORTHEAST FROM THE WEST ONE OF FOUR RED AND BLUE LIGHTS AND
 CQ3412'11 M (36.1 FT) WEST FROM THE CENTER OF THE APPROACH RAMP.  THE MARK
 CQ3412'IS RECESSED 5 CM AND IS ABOUT LEVEL WITH THE APPROACH RAMP.
 CQ3412
 CQ3412                          STATION RECOVERY (1996)
 CQ3412
 CQ3412'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2830 ***********************************************************************
 CQ2830  DESIGNATION -  WALKER 2
 CQ2830  PID         -  CQ2830
 CQ2830  STATE/COUNTY-  LA/JACKSON
 CQ2830  USGS QUAD   -  CURR CREEK (1994)
 CQ2830
 CQ2830                         *CURRENT SURVEY CONTROL
 CQ2830  ___________________________________________________________________
 CQ2830* NAD 83(1992)-  32 18 20.75566(N)    092 37 15.06390(W)     ADJUSTED  
 CQ2830* NAVD 88     -       102.1    (meters)     335.     (feet)  VERTCON   
 CQ2830  ___________________________________________________________________
 CQ2830  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CQ2830  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ2830
 CQ2830  HORZ ORDER  -  FIRST
 CQ2830
 CQ2830.The horizontal coordinates were established by classical geodetic methods
 CQ2830.and adjusted by the National Geodetic Survey in January 1993..
 CQ2830
 CQ2830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2830
 CQ2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2830
 CQ2830.The geoid height was determined by GEOID03.
 CQ2830
 CQ2830;                    North         East     Units Scale Factor Converg.
 CQ2830;SPC LA N     -   200,222.380   988,619.174   MT  0.99993760   -0 03 50.0
 CQ2830;SPC LA N     -   656,896.26  3,243,494.74   sFT  0.99993760   -0 03 50.0
 CQ2830;UTM  15      - 3,574,391.424   535,693.396   MT  0.99961571   +0 12 09.5
 CQ2830
 CQ2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2830!SPC LA N     -   0.99998799  x   0.99993760  =   0.99992559
 CQ2830!UTM  15      -   0.99998799  x   0.99961571  =   0.99960371
 CQ2830
 CQ2830:                Primary Azimuth Mark                     Grid Az
 CQ2830:SPC LA N     -  CHATHAM RESET                            102 47 56.2
 CQ2830:UTM  15      -  CHATHAM RESET                            102 31 56.7
 CQ2830
 CQ2830|---------------------------------------------------------------------|
 CQ2830| PID    Reference Object                     Distance      Geod. Az  |
 CQ2830|                                                           dddmmss.s |
 CQ2830| CQ3449 CHATHAM RESET                       APPROX.14.6 KM 1024406.2 |
 CQ2830| CY5808 WALKER 2 RM 4                        20.969 METERS 11756     |
 CQ2830| CY5809 WALKER 2 RM 5                        29.983 METERS 24744     |
 CQ2830| CQ2828 WALKER                               37.686 METERS 33519     |
 CQ2830|---------------------------------------------------------------------|
 CQ2830
 CQ2830                          SUPERSEDED SURVEY CONTROL
 CQ2830
 CQ2830  NAD 83(1986)-  32 18 20.76912(N)    092 37 15.05444(W) AD(       ) 1
 CQ2830  NAD 27      -  32 18 20.21330(N)    092 37 14.51659(W) AD(       ) 1
 CQ2830  NGVD 29 (07/19/86)  102.1    (m)          335.     (f) VERT ANG       
 CQ2830
 CQ2830.Superseded values are not recommended for survey control.
 CQ2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2830.See file dsdata.txt to determine how the superseded data were derived.
 CQ2830
 CQ2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3569374391(NAD 83)
 CQ2830_MARKER: DS = TRIANGULATION STATION DISK
 CQ2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2830
 CQ2830  HISTORY     - Date     Condition        Report By
 CQ2830  HISTORY     - 1971     MONUMENTED       NGS
 CQ2830
 CQ2830                          STATION DESCRIPTION
 CQ2830
 CQ2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 CQ2830'RMS MEASURED WITH A 30 METER TAPE 5 KGS. TENSION.
 CQ2830'
 CQ2830'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH AND TREES
 CQ2830'ON LINE.
 CQ2830'
 CQ2830'THE STATION IS ABOUT 10 MILES WEST OF CHATHAM, 7 MILES
 CQ2830'NORTHEAST OF JONESBORO, 6.5 MILES EAST-SOUTHEAST OF QUITMAN,
 CQ2830'IN THE NORTHEAST 1/4 SECTION 12, T 15 N, R 3 W, AND ON LAND
 CQ2830'OWNED BY MR. BILLY T. TOLAR, ROUTE 1, BOX 16, HALLSVILLE, TEXAS.
 CQ2830'
 CQ2830'TO REACH THE STATION FROM THE POST OFFICE IN QUITMAN, GO
 CQ2830'EAST ON U.S. HIGHWAY 167 FOR 1.3 MILES TO THE JUNCTION OF
 CQ2830'STATE HIGHWAY 542.  TURN LEFT AND GO EASTERLY ON STATE HIGHWAY
 CQ2830'542 FOR 3.55 MILES TO THE JUNCTION OF STATE HIGHWAY 155.  TURN
 CQ2830'RIGHT AND GO SOUTHEAST AND SOUTH ON STATE HIGHWAY 542 FOR 1.0
 CQ2830'MILE TO THE BEECH SPRINGS BAPTIST CHURCH ON THE LEFT AND A
 CQ2830'GRAVELED ROAD LEFT.  TURN LEFT AND GO EAST AND SOUTHERLY ON
 CQ2830'THE GRAVELED ROAD FOR 1.95 MILES TO A BLADED ROAD RIGHT IN
 CQ2830'A CURVE.  KEEP LEFT ON THE GRAVELED ROAD FOR 0.5 MILE TO A
 CQ2830'TRACK ROAD LEFT.  TURN SHARP LEFT AND GO NORTH-NORTHEAST ON
 CQ2830'THE TRACK ROAD FOR 0.25 MILE TO A CURVE AND THE STATION
 CQ2830'ON THE RIGHT.
 CQ2830'
 CQ2830'STATION MARKS ARE STANDARD DISKS STAMPED WALKER 2 1971.  THE
 CQ2830'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2830'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23
 CQ2830'FEET NORTHWEST OF A 10-INCH PINE TREE, 16.5 FEET SOUTHWEST
 CQ2830'OF A 10-INCH PINE TREE, 16.5 FEET NORTH-NORTH-EAST OF AN 8-INCH
 CQ2830'OAK TREE AND 12.5 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 CQ2830'ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 CQ2830'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2830'
 CQ2830'WALKER STATION MARKS ARE STANDARD DISKS STAMPED WALKER
 CQ2830'1934. THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE
 CQ2830'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT
 CQ2830'IS 57 FEET WEST OF THE CENTER OF THE TRACK ROAD, 37 FEET
 CQ2830'SOUTHWEST OF A 10-INCH PINE TREE,22 FEET EAST OF A 10-INCH
 CQ2830'PINE TREE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE
 CQ2830'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2830'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2830'
 CQ2830'REFERENCE MARK 4, A STANDARD DISK STAMPED WALKER 2 NO 4 1971,
 CQ2830'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2830'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 7
 CQ2830'FEET NORTHEAST OF THE CENTER OF A DIM WOODS ROAD, 4 FEET
 CQ2830'SOUTHWEST OF AN 8-INCH PINE TREE AND 1.6 FEET NORTHWEST
 CQ2830'OF A METAL WITNESS POST.
 CQ2830'
 CQ2830'REFERENCE MARK 5, A STANDARD DISK STAMPED WALKER 2 NO 5
 CQ2830'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CQ2830'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 CQ2830'IS 16 FEET NORTH OF A 10-INCH PINE TREE, 14 FEET SOUTH OF THE
 CQ2830'CENTER OF THE TRACK ROAD AND 2 FEET EAST OF A METAL
 CQ2830'WITNESS POST.
 CQ2830'
 CQ2830'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2830'
 CQ2830'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3411 ***********************************************************************
 CQ3411  DESIGNATION -  WALKER AZ MK
 CQ3411  PID         -  CQ3411
 CQ3411  STATE/COUNTY-  LA/DE SOTO
 CQ3411  USGS QUAD   -  GRAND CANE (1994)
 CQ3411
 CQ3411                         *CURRENT SURVEY CONTROL
 CQ3411  ___________________________________________________________________
 CQ3411* NAD 83(1992)-  32 04 25.04563(N)    093 45 54.86822(W)     ADJUSTED  
 CQ3411* NAVD 88     -        96.305  (meters)     315.96   (feet)  ADJUSTED  
 CQ3411  ___________________________________________________________________
 CQ3411  X           -    -355,252.974 (meters)                     COMP
 CQ3411  Y           -  -5,398,110.213 (meters)                     COMP
 CQ3411  Z           -   3,367,389.525 (meters)                     COMP
 CQ3411  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CQ3411  ELLIP HEIGHT-          70.52  (meters)          (01/02/04) GPS OBS
 CQ3411  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ3411  DYNAMIC HT  -          96.193 (meters)     315.59  (feet)  COMP
 CQ3411  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 CQ3411
 CQ3411  HORZ ORDER  -  THIRD
 CQ3411  VERT ORDER  -  SECOND    CLASS I
 CQ3411  ELLP ORDER  -  FOURTH    CLASS II
 CQ3411
 CQ3411.This mark is at De Soto Parish Airport (3F3)
 CQ3411
 CQ3411.The horizontal coordinates were established by GPS observations
 CQ3411.and adjusted by the National Geodetic Survey in February 1996..
 CQ3411
 CQ3411.The orthometric height was determined by differential leveling
 CQ3411.and adjusted by the National Geodetic Survey in February 1994..
 CQ3411
 CQ3411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ3411
 CQ3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3411
 CQ3411.The ellipsoidal height was determined by GPS observations
 CQ3411.and is referenced to NAD 83.
 CQ3411
 CQ3411.The geoid height was determined by GEOID03.
 CQ3411
 CQ3411.The dynamic height is computed by dividing the NAVD 88
 CQ3411.geopotential number by the normal gravity value computed on the
 CQ3411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3411.degrees latitude (g = 980.6199 gals.).
 CQ3411
 CQ3411.The modeled gravity was interpolated from observed gravity values.
 CQ3411
 CQ3411;                    North         East     Units Scale Factor Converg.
 CQ3411;SPC LA N     -   175,172.996   880,551.478   MT  0.99991843   -0 40 08.2
 CQ3411;SPC LA N     -   574,713.40  2,888,942.64   sFT  0.99991843   -0 40 08.2
 CQ3411;UTM  15      - 3,548,852.503   427,775.755   MT  0.99966433   -0 24 22.9
 CQ3411
 CQ3411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3411!SPC LA N     -   0.99998893  x   0.99991843  =   0.99990736
 CQ3411!UTM  15      -   0.99998893  x   0.99966433  =   0.99965326
 CQ3411
 CQ3411:                Primary Azimuth Mark                     Grid Az
 CQ3411:SPC LA N     -  WALKER                                   186 20 04.8
 CQ3411:UTM  15      -  WALKER                                   186 04 19.5
 CQ3411
 CQ3411|---------------------------------------------------------------------|
 CQ3411| PID    Reference Object                     Distance      Geod. Az  |
 CQ3411|                                                           dddmmss.s |
 CQ3411| CQ3412 WALKER                              APPROX. 0.7 KM 1853956.6 |
 CQ3411|---------------------------------------------------------------------|
 CQ3411
 CQ3411                          SUPERSEDED SURVEY CONTROL
 CQ3411
 CQ3411  NAD 83(1992)-  32 04 25.04565(N)    093 45 54.86821(W) AD(       ) 3
 CQ3411  ELLIP H (01/21/93)   70.62   (m)                       GP(       ) 4 2
 CQ3411  NAD 83(1986)-  32 04 25.05880(N)    093 45 54.85600(W) AD(       ) 3
 CQ3411  NAD 27      -  32 04 24.47032(N)    093 45 54.20226(W) AD(       ) 3
 CQ3411  NGVD 29 (11/20/87)   96.6    (m)          317.     (f) GPS OBS        
 CQ3411
 CQ3411.Superseded values are not recommended for survey control.
 CQ3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3411.See file dsdata.txt to determine how the superseded data were derived.
 CQ3411
 CQ3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2777648853(NAD 83)
 CQ3411_MARKER: DZ = AZIMUTH MARK DISK
 CQ3411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3411_SP_SET: CONCRETE POST
 CQ3411_STAMPING: WALKER 1986
 CQ3411_MARK LOGO: NGS   
 CQ3411_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3411+STABILITY: SURFACE MOTION
 CQ3411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3411+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 CQ3411
 CQ3411  HISTORY     - Date     Condition        Report By
 CQ3411  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3411  HISTORY     - 1986     GOOD             LADTD
 CQ3411  HISTORY     - 19870410 GOOD
 CQ3411  HISTORY     - 19880510 GOOD             LADTD
 CQ3411  HISTORY     - 19961212 GOOD             USPSQD
 CQ3411
 CQ3411                          STATION DESCRIPTION
 CQ3411
 CQ3411'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CQ3411'THE STATION IS LOCATED ABOUT 8.1 KM (5 MI) NORTHWEST OF MANSFIELD,
 CQ3411'AT THE DESOTO PARISH AIRPORT NEAR A WIND TEE.
 CQ3411'OWNERSHIP--DESOTO PARISH, FOR ENTRANCE INTO THE AIRFIELD CONTACT
 CQ3411'MR. RODNEY WALKER, MANSFIELD, LA. 71052, TELEPHONE 318-872-1250.
 CQ3411'
 CQ3411'TO REACH THE STATION FROM THE OFFICE BUILDING AT THE DESOTO PARISH
 CQ3411'AIRPORT, GO WEST ALONG THE APPROACH RAMP FOR 0.2 KM (0.1 MI) TO THE
 CQ3411'RUNWAY. TURN RIGHT, NORTH AND GO 0.6 KM (0.4 MI) TO THE STATION ON
 CQ3411'THE RIGHT AND EAST OF THE RUNWAY.
 CQ3411'
 CQ3411'THE STATION IS A STANDARD NGS DISK
 CQ3411'STAMPED---WALKER 1986---,
 CQ3411'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ3411'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CQ3411'29.6 METERS (97 FT) WEST FROM A WIND TEE,
 CQ3411'24.6 METERS (80.5 FT) EAST FROM THE CENTER OF THE RUNWAY,
 CQ3411'6.6 METERS (21.5 FT) EAST-SOUTHEAST FROM A CLEAR DOME LIGHT AND
 CQ3411'1.2 METERS (4 FT) SOUTH FROM A 20-INCH BY 20-INCH CONCRETE SLAB.
 CQ3411'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ3411'STAMPED---WALKER 1986---,
 CQ3411'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ3411'
 CQ3411'DESCRIBED BY RICHARD COPP.
 CQ3411
 CQ3411                          STATION RECOVERY (1986)
 CQ3411
 CQ3411'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CQ3411'RECOVERED IN GOOD CONDITION.
 CQ3411
 CQ3411                          STATION RECOVERY (1987)
 CQ3411
 CQ3411'RECOVERED 1987
 CQ3411'RECOVERED IN GOOD CONDITION.
 CQ3411
 CQ3411                          STATION RECOVERY (1988)
 CQ3411
 CQ3411'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ3411'THE MARK IS LOCATED NORTH OF MANSFIELD ALONG U S HIGHWAY 171 AT THE DE
 CQ3411'SOTO PARISH AIRPORT.  FOR ENTRANCE INTO THE AIRPORT, CONTACT MR.
 CQ3411'RODNEY WALKER, MANSFIELD, LA.  PHONE 318-872-1250.  OWNERSHIP--DE
 CQ3411'SOTO PARISH.
 CQ3411'TO REACH THE MARK FROM THE OFFICE BUILDING AT THE AIRPORT, GO WEST
 CQ3411'ALONG THE APPROACH RAMP TO THE RUNWAY.  TURN RIGHT AND GO SOUTH FOR
 CQ3411'0.6 KM (0.4 MI) ON THE RUNWAY TO THE MARK ON THE RIGHT NEAR A
 CQ3411'WINDTEE,  29.6 M (97.1 FT) WEST FROM THE WINDTEE, 24.6 M (80.7 FT)
 CQ3411'EAST FROM THE CENTER OF THE RUNWAY, 6.6 M (21.7 FT) EAST-SOUTHEAST
 CQ3411'FROM A CLEAR DOME LIGHT AND 1.2 M (3.9 FT) SOUTH FROM A 20-INCH
 CQ3411'SQUARE CONCRETE SLAB.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT
 CQ3411'LEVEL WITH THE RUNWAY.
 CQ3411
 CQ3411                          STATION RECOVERY (1996)
 CQ3411
 CQ3411'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0072 ***********************************************************************
 BJ0072  DESIGNATION -  WALKER BOLT
 BJ0072  PID         -  BJ0072
 BJ0072  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0072  USGS QUAD   -  PORT HUDSON (1994)
 BJ0072
 BJ0072                         *CURRENT SURVEY CONTROL
 BJ0072  ___________________________________________________________________
 BJ0072* NAD 83(1986)-  30 43 14.     (N)    091 21 41.     (W)     SCALED    
 BJ0072* NAVD 88     -         9.139  (meters)      29.98   (feet)  ADJUSTED  
 BJ0072  ___________________________________________________________________
 BJ0072  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0072  DYNAMIC HT  -           9.128 (meters)      29.95  (feet)  COMP
 BJ0072  MODELED GRAV-     979,358.5   (mgal)                       NAVD 88
 BJ0072
 BJ0072  VERT ORDER  -  FIRST     CLASS I
 BJ0072
 BJ0072.The horizontal coordinates were scaled from a topographic map and have
 BJ0072.an estimated accuracy of +/- 6 seconds.
 BJ0072
 BJ0072.The orthometric height was determined by differential leveling
 BJ0072.and adjusted by the National Geodetic Survey in February 1994..
 BJ0072
 BJ0072.The geoid height was determined by GEOID03.
 BJ0072
 BJ0072.The dynamic height is computed by dividing the NAVD 88
 BJ0072.geopotential number by the normal gravity value computed on the
 BJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0072.degrees latitude (g = 980.6199 gals.).
 BJ0072
 BJ0072.The modeled gravity was interpolated from observed gravity values.
 BJ0072
 BJ0072;                    North         East    Units  Estimated Accuracy
 BJ0072;SPC LA S     -   246,140.      997,310.      MT  (+/- 180 meters Scaled)
 BJ0072
 BJ0072                          SUPERSEDED SURVEY CONTROL
 BJ0072
 BJ0072  NAVD 88 (06/15/91)    9.174  (m)           30.10   (f) UNKNOWN     1 1
 BJ0072  NGVD 29 (??/??/??)    9.132  (m)           29.96   (f) ADJUSTED    1 1
 BJ0072
 BJ0072.Superseded values are not recommended for survey control.
 BJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0072.See file dsdata.txt to determine how the superseded data were derived.
 BJ0072
 BJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP568997(NAD 83)
 BJ0072_MARKER: B = BOLT
 BJ0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ0072_STAMPING: PBM WALKER
 BJ0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0072
 BJ0072  HISTORY     - Date     Condition        Report By
 BJ0072  HISTORY     - UNK      MONUMENTED       DOD
 BJ0072  HISTORY     - 1964     GOOD             CGS
 BJ0072  HISTORY     - 1976     GOOD             NGS
 BJ0072
 BJ0072                          STATION DESCRIPTION
 BJ0072
 BJ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0072'8.35 MI NE FROM NEW ROADS.
 BJ0072'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0072'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ0072'STATE HIGHWAY 10, THENCE 3.35 MILES SOUTHEAST ALONG STATE ROAD 981,
 BJ0072'THENCE 0.1 MILE SOUTHWEST ACROSS A PASTURE, 77 FEET SOUTHWEST OF A
 BJ0072'24-INCH PECAN TREE, 55 FEET NORTHEAST OF A THREE-FORKED HACKBERRY
 BJ0072'TREE, A COPPER BOLT SET IN CONCRETE ABOUT 2 FEET BELOW THE LEVEL OF
 BJ0072'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH CAST IRON PIPE
 BJ0072'BEARING A CAP WHICH PROJECTS 2 FEET.
 BJ0072
 BJ0072                          STATION RECOVERY (1976)
 BJ0072
 BJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0072'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0072'HIGHWAY 420 AT POINTE COUPEE THENCE 3.4 MILES SOUTHEAST ALONG STATE
 BJ0072'HIGHWAY 981, THENCE 0.1 MILE WEST ALONG A LINE OF TREES FROM POWER
 BJ0072'LINE POLE 27, 1 POWER POLE NORTH OF T JUNCTION OF POWER LINE POLES
 BJ0072'IN LINE WITH THE ROW OF TREES, 77 FT WEST OF A 24-INCH PECAN TREE, 55
 BJ0072'FT EAST OF 3 FORKED HACKBERRY TREE, A COPPER BOLT IN CONCRETE 2 FT
 BJ0072'BELOW LEVEL OF GROUND ACCESS THROUGH 2-INCH IRON PIPE WITH CAP
 BJ0072'PROJECTING 2 FT. NOTE PIPE IS LEANING BUT MARK IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1823 ***********************************************************************
 BJ1823  DESIGNATION -  WALKER CAP
 BJ1823  PID         -  BJ1823
 BJ1823  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1823  USGS QUAD   -  PORT HUDSON (1994)
 BJ1823
 BJ1823                         *CURRENT SURVEY CONTROL
 BJ1823  ___________________________________________________________________
 BJ1823* NAD 83(1986)-  30 43 14.     (N)    091 21 40.     (W)     SCALED    
 BJ1823* NAVD 88     -        10.37   (+/-2cm)      34.0    (feet)  VERTCON   
 BJ1823  ___________________________________________________________________
 BJ1823  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1823
 BJ1823  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1823
 BJ1823.The horizontal coordinates were scaled from a topographic map and have
 BJ1823.an estimated accuracy of +/- 6 seconds.
 BJ1823
 BJ1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1823.The vertical order pertains to the NGVD 29 superseded value.
 BJ1823
 BJ1823.The geoid height was determined by GEOID03.
 BJ1823
 BJ1823;                    North         East    Units  Estimated Accuracy
 BJ1823;SPC LA S     -   246,140.      997,340.      MT  (+/- 180 meters Scaled)
 BJ1823
 BJ1823                          SUPERSEDED SURVEY CONTROL
 BJ1823
 BJ1823  NGVD 29 (??/??/??)   10.356  (m)           33.98   (f) ADJUSTED    1 2
 BJ1823
 BJ1823.Superseded values are not recommended for survey control.
 BJ1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1823.See file dsdata.txt to determine how the superseded data were derived.
 BJ1823
 BJ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP569997(NAD 83)
 BJ1823_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1823_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1823_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1823_STAMPING: PBM WALKER
 BJ1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1823
 BJ1823  HISTORY     - Date     Condition        Report By
 BJ1823  HISTORY     - UNK      MONUMENTED       DOD
 BJ1823  HISTORY     - 1964     GOOD             CGS
 BJ1823
 BJ1823                          STATION DESCRIPTION
 BJ1823
 BJ1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1823'8.35 MI NE FROM NEW ROADS.
 BJ1823'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ1823'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ1823'STATE HIGHWAY 10, THENCE 3.35 MILES SOUTHEAST ALONG STATE ROAD 981,
 BJ1823'THENCE 0.1 MILE SOUTHWEST ACROSS A PASTURE, 77 FEET SOUTHWEST OF A
 BJ1823'24-INCH PECAN TREE, 55 FEET NORTHEAST OF A THREE-FORKED HACKBERRY
 BJ1823'TREE, A 5-INCH CAST IRON PIPE BEARING A CAP WHICH PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4512 ***********************************************************************
 BJ4512  DESIGNATION -  WALKER LOT
 BJ4512  PID         -  BJ4512
 BJ4512  STATE/COUNTY-  LA/LIVINGSTON
 BJ4512  USGS QUAD   -  WALKER (1991)
 BJ4512
 BJ4512                         *CURRENT SURVEY CONTROL
 BJ4512  ___________________________________________________________________
 BJ4512* NAD 83(1992)-  30 25 57.87073(N)    090 51 28.81136(W)     ADJUSTED  
 BJ4512* NAVD 88     -                                                        
 BJ4512  ___________________________________________________________________
 BJ4512  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ4512  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ4512
 BJ4512  HORZ ORDER  -  THIRD
 BJ4512
 BJ4512.The horizontal coordinates were established by classical geodetic methods
 BJ4512.and adjusted by the National Geodetic Survey in January 1993..
 BJ4512
 BJ4512
 BJ4512.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4512
 BJ4512.The geoid height was determined by GEOID03.
 BJ4512
 BJ4512;                    North         East     Units Scale Factor Converg.
 BJ4512;SPC LA S     -   214,330.081 1,045,660.322   MT  0.99995405   +0 14 15.6
 BJ4512;SPC LA S     -   703,181.27  3,430,637.24   sFT  0.99995405   +0 14 15.6
 BJ4512;UTM  15      - 3,368,686.536   705,711.930   MT  1.00012208   +1 05 07.3
 BJ4512
 BJ4512                          SUPERSEDED SURVEY CONTROL
 BJ4512
 BJ4512  NAD 83(1986)-  30 25 57.88822(N)    090 51 28.80904(W) AD(       ) 4
 BJ4512  NAD 27      -  30 25 57.19895(N)    090 51 28.45530(W) AD(       ) 3
 BJ4512
 BJ4512.Superseded values are not recommended for survey control.
 BJ4512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4512.See file dsdata.txt to determine how the superseded data were derived.
 BJ4512
 BJ4512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0571268687(NAD 83)
 BJ4512_MARKER: 57 = LOOKOUT TOWER
 BJ4512
 BJ4512  HISTORY     - Date     Condition        Report By
 BJ4512  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4512  HISTORY     - 1973     GOOD             NGS
 BJ4512
 BJ4512                          STATION DESCRIPTION
 BJ4512
 BJ4512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4512'WALKER, LOOKOUT TOWER IS LOCATED IN A SMALL CLEARED AREA, ABOUT 3-1/2
 BJ4512'MILES SOUTH OF WALKER AND ABOUT 100 FEET EAST OF STATE HIGHWAY 447.
 BJ4512'
 BJ4512'STATION IS A SQUARE METAL CAB, GREY IN COLOR, WINDOWS ON ALL FOUR
 BJ4512'SIDES, A CONICAL SHAPED ROOF AND IS 120 FEET IN HEIGHT.  CAB IS
 BJ4512'MOUNTED ON TOP OF A 6 LEGGED PIPE STRUCTURE WHICH IS SUPPORTED BY 4
 BJ4512'STEEL CHANNEL LEGS.
 BJ4512'
 BJ4512'POINT INTERSECTED, WAS TOP-CENTER OF THE CAB.
 BJ4512
 BJ4512                          STATION RECOVERY (1973)
 BJ4512
 BJ4512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4512'THE APEX OF THE WALKER LOOKOUT TOWER, OWNED BY THE LOUISIANA FORESTRY
 BJ4512'COMMISSION, LOCATED 7 MILES SOUTHEAST OF DENHAM SPRINGS, 3.8 MILES
 BJ4512'SOUTH OF WALKER AND ON THE EAST SIDE OF STATE HIGHWAY 447.  IT IS A
 BJ4512'4-LEGGED STEEL STRUCTURE WITH A METAL BUILDING ATOP, 120 FEET IN
 BJ4512'HEIGHT AND GRAY IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4513 ***********************************************************************
 BJ4513  DESIGNATION -  WALKER MUN TANK
 BJ4513  PID         -  BJ4513
 BJ4513  STATE/COUNTY-  LA/LIVINGSTON
 BJ4513  USGS QUAD   -  WALKER (1991)
 BJ4513
 BJ4513                         *CURRENT SURVEY CONTROL
 BJ4513  ___________________________________________________________________
 BJ4513* NAD 83(1992)-  30 29 25.38304(N)    090 51 51.54940(W)     ADJUSTED  
 BJ4513* NAVD 88     -                                                        
 BJ4513  ___________________________________________________________________
 BJ4513  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ4513  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ4513
 BJ4513  HORZ ORDER  -  THIRD
 BJ4513
 BJ4513.The horizontal coordinates were established by classical geodetic methods
 BJ4513.and adjusted by the National Geodetic Survey in January 1993..
 BJ4513
 BJ4513
 BJ4513.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4513
 BJ4513.The geoid height was determined by GEOID03.
 BJ4513
 BJ4513;                    North         East     Units Scale Factor Converg.
 BJ4513;SPC LA S     -   220,717.500 1,045,027.443   MT  0.99996212   +0 14 04.2
 BJ4513;SPC LA S     -   724,137.33  3,428,560.87   sFT  0.99996212   +0 14 04.2
 BJ4513;UTM  15      - 3,375,064.916   704,984.404   MT  1.00011839   +1 05 02.4
 BJ4513
 BJ4513                          SUPERSEDED SURVEY CONTROL
 BJ4513
 BJ4513  NAD 83(1986)-  30 29 25.40055(N)    090 51 51.54685(W) AD(       ) 4
 BJ4513  NAD 27      -  30 29 24.71808(N)    090 51 51.19181(W) AD(       ) 3
 BJ4513
 BJ4513.Superseded values are not recommended for survey control.
 BJ4513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4513.See file dsdata.txt to determine how the superseded data were derived.
 BJ4513
 BJ4513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0498475065(NAD 83)
 BJ4513_MARKER: 53 = ELEVATED TANK
 BJ4513
 BJ4513  HISTORY     - Date     Condition        Report By
 BJ4513  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4513
 BJ4513                          STATION DESCRIPTION
 BJ4513
 BJ4513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4513'WALKER MUNICIPAL WATER TANK IS LOCATED AT THE CITY OF WALKER
 BJ4513'MAINTENANCE YARD WHICH IS IN THE NORTHWEST SECTION OF TOWN, 120 FEET
 BJ4513'SOUTHEAST OF STUMP STREET-COLLEGE DRIVE INTERSECTION AND ABOUT 200
 BJ4513'FEET SOUTH OF COLLEGE DRIVE.
 BJ4513'
 BJ4513'A STEEL TANK, SILVER IN COLOR, RED LIGHT AT TOP, WALKER, LA. PRINTED
 BJ4513'ON THE SIDE, 130 FEET IN HEIGHT, SUPPORTED BY 3 TUBULAR STEEL LEGS.
 BJ4513'
 BJ4513'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2829 ***********************************************************************
 CQ2829  DESIGNATION -  WALKER OIL DER S OF JONES PROP
 CQ2829  PID         -  CQ2829
 CQ2829  STATE/COUNTY-  LA/JACKSON
 CQ2829  USGS QUAD   -  CURR CREEK (1994)
 CQ2829
 CQ2829                         *CURRENT SURVEY CONTROL
 CQ2829  ___________________________________________________________________
 CQ2829* NAD 83(1992)-  32 15 38.36464(N)    092 37 13.01335(W)     ADJUSTED  
 CQ2829* NAVD 88     -                                                        
 CQ2829  ___________________________________________________________________
 CQ2829  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CQ2829  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ2829
 CQ2829  HORZ ORDER  -  THIRD
 CQ2829
 CQ2829.The horizontal coordinates were established by classical geodetic methods
 CQ2829.and adjusted by the National Geodetic Survey in January 1993..
 CQ2829
 CQ2829
 CQ2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2829
 CQ2829.The geoid height was determined by GEOID03.
 CQ2829
 CQ2829;                    North         East     Units Scale Factor Converg.
 CQ2829;SPC LA N     -   195,220.474   988,667.262   MT  0.99993259   -0 03 48.9
 CQ2829;SPC LA N     -   640,485.84  3,243,652.51   sFT  0.99993259   -0 03 48.9
 CQ2829;UTM  15      - 3,569,391.392   535,764.719   MT  0.99961577   +0 12 09.7
 CQ2829
 CQ2829                          SUPERSEDED SURVEY CONTROL
 CQ2829
 CQ2829  NAD 83(1986)-  32 15 38.37857(N)    092 37 13.00387(W) AD(       ) 4
 CQ2829  NAD 27      -  32 15 37.82068(N)    092 37 12.46536(W) AD(       ) 3
 CQ2829
 CQ2829.Superseded values are not recommended for survey control.
 CQ2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2829.See file dsdata.txt to determine how the superseded data were derived.
 CQ2829
 CQ2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3576569391(NAD 83)
 CQ2829_MARKER: 67 = OIL DERRICK
 CQ2829
 CQ2829  HISTORY     - Date     Condition        Report By
 CQ2829  HISTORY     - 1934     FIRST OBSERVED   CGS
 CQ2829
 CQ2829                          STATION DESCRIPTION
 CQ2829
 CQ2829'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2839 ***********************************************************************
 BH2839  DESIGNATION -  WALKWAY
 BH2839  PID         -  BH2839
 BH2839  STATE/COUNTY-  LA/ORLEANS
 BH2839  USGS QUAD   -  LITTLE WOODS (1994)
 BH2839
 BH2839                         *CURRENT SURVEY CONTROL
 BH2839  ___________________________________________________________________
 BH2839* NAD 83(1992)-  30 05 31.22938(N)    089 54 32.05290(W)     ADJUSTED  
 BH2839* NAVD 88     -         8.   **(meters)      26.   **(feet)  SCALED    
 BH2839  **This station is located in a subsidence area (see below).
 BH2839  ___________________________________________________________________
 BH2839  X           -       8,781.406 (meters)                     COMP
 BH2839  Y           -  -5,523,126.732 (meters)                     COMP
 BH2839  Z           -   3,179,193.226 (meters)                     COMP
 BH2839  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BH2839  ELLIP HEIGHT-         -18.65  (meters)          (01/21/03) GPS OBS
 BH2839  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BH2839  DYNAMIC HT  -           7.8   (meters)      26.    (feet)  COMP
 BH2839  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 BH2839
 BH2839  HORZ ORDER  -  FIRST
 BH2839  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH2839  ELLP ORDER  -  FOURTH    CLASS I
 BH2839
 BH2839.The horizontal coordinates were established by GPS observations
 BH2839.and adjusted by the National Geodetic Survey in May 1994..
 BH2839
 BH2839 ** The orthometric height has not been validated since last determined
 BH2839 ** by differential leveling and should not be used for control purposes.
 BH2839 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2839 ** area with valid NAVD 88 orthometric heights.
 BH2839 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2839 ** epoch indicated which incorporates improved geoid heights for the
 BH2839 ** Southern Louisiana Subsidence area.
 BH2839 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2839.The orthometric height was scaled from a topographic map.
 BH2839.The vertical order pertains to the NGVD 29 superseded value.
 BH2839
 BH2839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2839
 BH2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2839
 BH2839.The ellipsoidal height was determined by GPS observations
 BH2839.and is referenced to NAD 83.
 BH2839
 BH2839.The geoid height was determined by GEOID03.
 BH2839
 BH2839.The dynamic height is computed by dividing the NAVD 88
 BH2839.geopotential number by the normal gravity value computed on the
 BH2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2839.degrees latitude (g = 980.6199 gals.).
 BH2839
 BH2839.The modeled gravity was interpolated from observed gravity values.
 BH2839
 BH2839;                    North         East     Units Scale Factor Converg.
 BH2839;SPC LA S     -   177,318.430 1,137,297.409   MT  0.99992700   +0 42 44.0
 BH2839;SPC LA S     -   581,752.22  3,731,283.25   sFT  0.99992700   +0 42 44.0
 BH2839;UTM  16      - 3,332,550.944   219,641.830   MT  1.00056985   -1 27 34.0
 BH2839
 BH2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2839!SPC LA S     -   1.00000293  x   0.99992700  =   0.99992993
 BH2839!UTM  16      -   1.00000293  x   1.00056985  =   1.00057278
 BH2839
 BH2839:                Primary Azimuth Mark                     Grid Az
 BH2839:SPC LA S     -  HERBES                                   035 23 01.1
 BH2839:UTM  16      -  HERBES                                   037 33 19.1
 BH2839
 BH2839|---------------------------------------------------------------------|
 BH2839| PID    Reference Object                     Distance      Geod. Az  |
 BH2839|                                                           dddmmss.s |
 BH2839| BH2794 HERBES                              APPROX. 8.6 KM 0360545.1 |
 BH2839| BH3195 WALKWAY RM 3                        133.899 METERS 12745     |
 BH2839| BH3193 WALKWAY RM 1                         10.509 METERS 12747     |
 BH2839| BH3196 WALKWAY RM 4                        141.699 METERS 30745     |
 BH2839| BH3194 WALKWAY RM 2                         10.411 METERS 30746     |
 BH2839|---------------------------------------------------------------------|
 BH2839
 BH2839                          SUPERSEDED SURVEY CONTROL
 BH2839
 BH2839  ELLIP H (05/13/94)  -18.62   (m)                       GP(       ) 4 1
 BH2839  NAD 83(1992)-  30 05 31.22940(N)    089 54 32.05289(W) AD(       ) 1
 BH2839  ELLIP H (01/21/93)  -18.62   (m)                       GP(       ) 4 2
 BH2839  NAD 83(1986)-  30 05 31.24515(N)    089 54 32.05007(W) AD(       ) 1
 BH2839  NAD 83(1986)-  30 05 31.24409(N)    089 54 32.04841(W) AD(       ) 1
 BH2839  NAD 27      -  30 05 30.52789(N)    089 54 31.80959(W) AD(       ) 1
 BH2839  NGVD 29 (05/21/91)    7.924  (m)           26.00   (f) ADJUSTED    1 2
 BH2839
 BH2839.Superseded values are not recommended for survey control.
 BH2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2839.See file dsdata.txt to determine how the superseded data were derived.
 BH2839
 BH2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1964232551(NAD 83)
 BH2839_MARKER: DS = TRIANGULATION STATION DISK
 BH2839_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH2839_SP_SET: SIDEWALK
 BH2839_STAMPING: WALKWAY 1972
 BH2839_MARK LOGO: CGS   
 BH2839_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2839+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1990
 BH2839
 BH2839  HISTORY     - Date     Condition        Report By
 BH2839  HISTORY     - 1972     MONUMENTED       NGS
 BH2839  HISTORY     - 1972     GOOD             NGS
 BH2839  HISTORY     - 19880920 GOOD             LADTD
 BH2839  HISTORY     - 19890123 GOOD
 BH2839  HISTORY     - 19901116 GOOD             NGS
 BH2839
 BH2839                          STATION DESCRIPTION
 BH2839
 BH2839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2839'5 AND 10 KGS. TENSION ON ALL MEASUREMENTS.
 BH2839'
 BH2839'NO MEASUREMENTS WERE MADE BETWEEN THE RMS DUE TO THE ANGLE.
 BH2839'
 BH2839'NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.
 BH2839'
 BH2839'THE STATION IS ABOUT 18 MILES SOUTHWEST OF SLIDELL, 11 MILES
 BH2839'NORTH-NORTHEAST OF CHALMETTE, IN SECTION 1, T11S, R13E, AND ON LAND
 BH2839'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS, P.O. BOX 44245,
 BH2839'CAPITAL STATION, BATON ROUGE, LOUISIANA, 70804.
 BH2839'
 BH2839'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND STATE
 BH2839'HIGHWAY 47, ABOUT 8 MILES NORTH-NORTHEAST OF CHALMETTE, GO NORTHEAST
 BH2839'ON INTERSTATE 10 FOR 1.5 MILES TO AN OVERPASS, CONTINUE NORTHEAST
 BH2839'ON INTERSTATE 10 FOR 1.1 MILES TO A EXIT ROAD, TURN RIGHT AND GO
 BH2839'EASTERLY ON THE EXIT ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT
 BH2839'AND GO NORTHERLY FOR 0.2 MILE TO AN OVERPASS AND THE STATION ON
 BH2839'THE LEFT.
 BH2839'
 BH2839'STATION MARK IS A STANDARD DISK STAMPED WALKWAY 1972, IS CEMENTED IN
 BH2839'A DRILL HOLE IN THE CENTER OF THE WALKWAY OF THE OVERPASS.  FLUSH.
 BH2839'IT IS 19.1 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE OVERPASS,
 BH2839'2.6 FEET SOUTH-SOUTHWEST OF A 8 BY 30 INCH CONCRETE WALL AND 2.3
 BH2839'FEET NORTH-NORTHEAST OF A METAL GUARD RAIL.
 BH2839'
 BH2839'REFERENCE MARK 1, A STANDARD DISK STAMPED WALKWAY NO 1 1972, IS
 BH2839'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE WALKWAY OF THE
 BH2839'OVERPASS. FLUSH.  IT IS 19.1 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 BH2839'OF THE OVERPASS, 2.6 FEET SOUTH-SOUTHWEST OF THE CONCRETE WALL
 BH2839'AND 2.3 FEET NORTH-NORTHEAST OF THE GUARD RAIL.
 BH2839'
 BH2839'REFERENCE MARK 2, A STANDARD DISK STAMPED WALKWAY NO 2 1972, IS
 BH2839'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE WALKWAY OF THE
 BH2839'OVERPASS. IT IS 19.1 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BH2839'OVERPASS, 2.6 FT. SOUTH-SOUTHWEST OF THE CONCRETE WALL AND 2.3 FEET
 BH2839'NORTH-NORTHEAST OF THE METAL RAIL.
 BH2839'
 BH2839'REFERENCE MARK 3, A STANDARD DISK STAMPED WALKWAY NO 3 1972, IS
 BH2839'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE WALKWAY OF THE
 BH2839'OVERPASS. IT IS 19.1 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BH2839'OVERPASS, 2.6 FEET SOUTH-SOUTHWEST OF THE CONCRETE WALL AND 2.3 FEET
 BH2839'NORTH-NORTHEAST OF THE GUARD RAIL.
 BH2839'
 BH2839'REFERENCE MARK 4, A STANDARD DISK STAMPED WALKWAY NO 4 1972, IS
 BH2839'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE WALKWAY OF THE
 BH2839'OVERPASS. IT IS 19.1 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BH2839'OVERPASS, 2.6 FEET SOUTH-SOUTHWEST OF THE CONCRETE WALL AND 2.3 FEET
 BH2839'NORTH-NORTHEAST OF THE GUARD RAIL.
 BH2839
 BH2839                          STATION RECOVERY (1972)
 BH2839
 BH2839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH2839'RECOVERED IN GOOD CONDITION.
 BH2839
 BH2839                          STATION RECOVERY (1988)
 BH2839
 BH2839'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH2839'THE STATION IS LOCATED 29 KM (18.00 MI) SOUTHWEST OF SLIDELL, 17.7 KM
 BH2839'(11.00 MI) NORTH-NORTHEAST OF CHALMETTE IN SECTION 1, T 11 S, R 13 E.
 BH2839'OWNERSHIP-- LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH2839'TO REACH THE STATION FROM THE JUNCTION IF INTERSTATE HIGHWAY 10 AND
 BH2839'STATE HIGHWAY 47, ABOUT 12.9 KM (8.00 MI) NORTH-NORTHEAST OF
 BH2839'CHALMETTE, GO NORTHEAST FOR 2.4 KM (1.50 MI) ON INTERSTATE 10 TO AN
 BH2839'OVERPASS.  CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR 1.8 KM
 BH2839'(1.10 MI) ON INTERSTATE 10 TO AN EXIT ROAD ON THE RIGHT.  TURN RIGHT
 BH2839'AND GO EAST FOR 0.6 KM (0.35 MI) ON THE EXIT ROAD TO A CROSSROAD.
 BH2839'TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) ON THE ROAD TO AN
 BH2839'OVERPASS OVER THE INTERSTATE AND THE STATION ON THE LEFT SET IN A
 BH2839'DRILL HOLE IN THE WALKWAY OF THE OVERPASS.
 BH2839'THE STATION IS 5.8 M (19.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE
 BH2839'OVERPASS, 0.8 M (2.6 FT) SOUTH-SOUTHWEST OF AN 8X10 INCH CONCRETE WALL
 BH2839'AND 0.7 M (2.3 FT) NORTH-NORTHEAST OF A METAL GUARD RAIL.
 BH2839'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 BH2839'DESCRIPTIONS WERE NOT CHECKED THIS DATE.
 BH2839
 BH2839                          STATION RECOVERY (1989)
 BH2839
 BH2839'RECOVERED 1989
 BH2839'RECOVERED IN GOOD CONDITION.
 BH2839
 BH2839                          STATION RECOVERY (1990)
 BH2839
 BH2839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH2839'2.2 KM (1.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM THE
 BH2839'JUNCTION OF MICHOUD BOULEVARD IN NEW ORLEANS, NEAR THE CENTER OF THE
 BH2839'WEST WALKWAY OF AN ABANDONED HIGHWAY OVERPASS, 11.2 M (36.7 FT)
 BH2839'NORTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 BH2839'5.9 M (19.4 FT) SOUTHWEST OF THE CENTER OF THE OVERPASS, AND 0.8 M
 BH2839'(2.6 FT) NORTHEAST OF A BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0878 ***********************************************************************
 AT0878  DESIGNATION -  WALL 1955
 AT0878  PID         -  AT0878
 AT0878  STATE/COUNTY-  LA/ST BERNARD
 AT0878  USGS QUAD   -  NORTH ISLANDS (1951)
 AT0878
 AT0878                         *CURRENT SURVEY CONTROL
 AT0878  ___________________________________________________________________
 AT0878* NAD 83(1992)-  29 55 13.28090(N)    088 49 03.77685(W)     ADJUSTED  
 AT0878* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0878  ___________________________________________________________________
 AT0878  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AT0878  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AT0878
 AT0878  HORZ ORDER  -  THIRD
 AT0878
 AT0878.The horizontal coordinates were established by classical geodetic methods
 AT0878.and adjusted by the National Geodetic Survey in May 1994..
 AT0878
 AT0878.The orthometric height was scaled from a topographic map.
 AT0878
 AT0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0878
 AT0878.The geoid height was determined by GEOID03.
 AT0878
 AT0878;                    North         East     Units Scale Factor Converg.
 AT0878;SPC LA S     -   160,104.488 1,242,878.851   MT  0.99992673   +1 15 28.2
 AT0878;SPC LA S     -   525,276.14  4,077,678.36   sFT  0.99992673   +1 15 28.2
 AT0878;UTM  16      - 3,311,348.822   324,530.799   MT  0.99997989   -0 54 24.8
 AT0878
 AT0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0878!SPC LA S     -   1.00000400  x   0.99992673  =   0.99993073
 AT0878!UTM  16      -   1.00000400  x   0.99997989  =   0.99998389
 AT0878
 AT0878                          SUPERSEDED SURVEY CONTROL
 AT0878
 AT0878  NAD 83(1992)-  29 55 13.28861(N)    088 49 03.76625(W) AD(       ) 3
 AT0878  NAD 83(1986)-  29 55 13.28694(N)    088 49 03.76500(W) AD(       ) 3
 AT0878  NAD 27      -  29 55 12.55000(N)    088 49 03.68800(W) AD(       ) 3
 AT0878
 AT0878.Superseded values are not recommended for survey control.
 AT0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0878.See file dsdata.txt to determine how the superseded data were derived.
 AT0878
 AT0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2453111349(NAD 83)
 AT0878_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT0878_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT0878_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0878
 AT0878  HISTORY     - Date     Condition        Report By
 AT0878  HISTORY     - 1955     MONUMENTED       CGS
 AT0878
 AT0878                          STATION DESCRIPTION
 AT0878
 AT0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0878'ON THE NORTHERLY OF THE CHANDELEUR ISLANDS, APPROXIMATELY 9.4 MILES
 AT0878'SOUTH OF THE
 AT0878'CHANDELEUR LIGHT, 437 FEET WEST OF THE MEAN HIGH WATER LINE
 AT0878'ALONG THE EAST SIDE OF
 AT0878'THE ISLAND, 100 FEET WEST OF THE HIGHEST DUNE
 AT0878'IN THE VICINITY, AT THE WEST TIP OF A
 AT0878'SMALL CLUMP OF BRUSH, A
 AT0878'STANDARD TOPOGRAPHIC DISK STAMPED WALL 1955, SET IN THE
 AT0878'TOP OF A
 AT0878'4-INCH SECTION OF ORANGEBURG SOIL PIPE PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2879 ***********************************************************************
 BX2879  DESIGNATION -  WALLACE
 BX2879  PID         -  BX2879
 BX2879  STATE/COUNTY-  LA/NATCHITOCHES
 BX2879  USGS QUAD   -  EVELYN (1992)
 BX2879
 BX2879                         *CURRENT SURVEY CONTROL
 BX2879  ___________________________________________________________________
 BX2879* NAD 83(1992)-  31 53 33.50433(N)    093 25 21.92124(W)     ADJUSTED  
 BX2879* NAVD 88     -        95.4    (meters)     313.     (feet)  VERTCON   
 BX2879  ___________________________________________________________________
 BX2879  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BX2879  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2879
 BX2879  HORZ ORDER  -  FIRST
 BX2879
 BX2879.The horizontal coordinates were established by classical geodetic methods
 BX2879.and adjusted by the National Geodetic Survey in January 1993..
 BX2879
 BX2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2879
 BX2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2879
 BX2879.The geoid height was determined by GEOID03.
 BX2879
 BX2879;                    North         East     Units Scale Factor Converg.
 BX2879;SPC LA N     -   154,780.358   912,712.938   MT  0.99991484   -0 29 16.3
 BX2879;SPC LA N     -   507,808.56  2,994,459.03   sFT  0.99991484   -0 29 16.3
 BX2879;UTM  15      - 3,528,613.682   460,021.825   MT  0.99961971   -0 13 24.1
 BX2879
 BX2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2879!SPC LA N     -   0.99998910  x   0.99991484  =   0.99990394
 BX2879!UTM  15      -   0.99998910  x   0.99961971  =   0.99960881
 BX2879
 BX2879|---------------------------------------------------------------------|
 BX2879| PID    Reference Object                     Distance      Geod. Az  |
 BX2879|                                                           dddmmss.s |
 BX2879| CV8573 WALLACE RM 1                         22.745 METERS 03812     |
 BX2879| BX2418 ALLEN 2 RM 5                        APPROX.14.1 KM 1161655.2 |
 BX2879| BX2874 PLEASANT HILL RAD STA KOB 756       APPROX.12.3 KM 2031237.7 |
 BX2879| CV8574 WALLACE RM 2                         21.575 METERS 29207     |
 BX2879| BX3002 DESOTO LOT                          APPROX.16.0 KM 3004806.9 |
 BX2879|---------------------------------------------------------------------|
 BX2879
 BX2879                          SUPERSEDED SURVEY CONTROL
 BX2879
 BX2879  NAD 83(1986)-  31 53 33.51726(N)    093 25 21.91480(W) AD(       ) 1
 BX2879  NAD 27      -  31 53 32.92865(N)    093 25 21.28453(W) AD(       ) 1
 BX2879  NGVD 29 (07/19/86)   95.5    (m)          313.     (f) VERT ANG       
 BX2879
 BX2879.Superseded values are not recommended for survey control.
 BX2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2879.See file dsdata.txt to determine how the superseded data were derived.
 BX2879
 BX2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR6002228614(NAD 83)
 BX2879_MARKER: DS = TRIANGULATION STATION DISK
 BX2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2879
 BX2879  HISTORY     - Date     Condition        Report By
 BX2879  HISTORY     - 1971     MONUMENTED       NGS
 BX2879
 BX2879                          STATION DESCRIPTION
 BX2879
 BX2879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2879'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 BX2879'
 BX2879'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTHEAST OF PLEASANT HILL,
 BX2879'5 MILES WEST-SOUTHWEST OF SMALL VILLAGE OF LAKE END AND IN SECTION
 BX2879'32, T 11 N, R 10 W ON LAND OWNED BY NAKATOSH LAND SYNDICATE, 249 S.
 BX2879'HIGHWAY AVE. AURORA, ILLINOIS, 60506.
 BX2879'
 BX2879'TO REACH THE STATION FROM THE POST OFFICE IN PLEASANT HILL, GO EAST
 BX2879'ON STATE HIGHWAY 174 FOR 5.2 MILES TO A T-ROAD INTERSECTION.  TURN
 BX2879'RIGHT AND CONTINUE EASTERLY ON STATE HIGHWAY 174 FOR 2.35 MILES TO
 BX2879'A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVELED
 BX2879'ROAD FOR 1.05 MILES TO A GRAVELED SIDE ROAD LEFT.  CONTINUE
 BX2879'NORTHERLY ON GRAVELED ROAD FOR 0.2 MILE TO A FORK.  TURN RIGHT AND
 BX2879'GO NORTHEAST FOR 0.3 MILE TO A DIM WOODS ROAD LEFT.  TURN LEFT
 BX2879'AND GO NORTHERLY AND WESTERLY ON WOODS ROAD FOR 0.1 MILE TO THE
 BX2879'STATION ON THE LEFT.
 BX2879'
 BX2879'THE STATION MARKS ARE STANDARD DISK STAMPED WALLACE 1971.  THE
 BX2879'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 BX2879'THAT PROJECTS 4 INCHES.  IT IS 25 FEET SOUTH OF THE CENTER OF THE
 BX2879'WOODS ROAD, 16 FEET EAST OF A 12-INCH PINE TREE, 14.5 FEET WEST OF
 BX2879'A 10-INCH OAK TREE AND 2.5 FEET NORTH OF A METAL WITNESS POST
 BX2879'WITH SIGN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BX2879'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2879'
 BX2879'REFERENCE MARK 1, A STANDARD DISK STAMPED WALLACE NO 1 1971, IS SET
 BX2879'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BX2879'INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET NORTH OF THE
 BX2879'CENTER OF THE WOODS ROAD AND 2.4 FEET SOUTHWEST OF A METAL
 BX2879'WITNESS POST WITH SIGN.
 BX2879'
 BX2879'REFERENCE MARK 2, A STANDARD DISK STAMPED WALLACE NO 2 1971, IS SET
 BX2879'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2879'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 12 FEET NORTH-NORTHEAST
 BX2879'OF A 10-INCH OAK TREE, 10 FEET SOUTH OF THE CENTER OF THE WOODS
 BX2879'ROAD AND 2.5 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 BX2879'
 BX2879'NEAREST TOWN--PLEASANT HILL.
 BX2879'
 BX2879'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1804 ***********************************************************************
 BX1804  DESIGNATION -  WALLACE BOLT
 BX1804  PID         -  BX1804
 BX1804  STATE/COUNTY-  LA/NATCHITOCHES
 BX1804  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1804
 BX1804                         *CURRENT SURVEY CONTROL
 BX1804  ___________________________________________________________________
 BX1804* NAD 83(1986)-  31 45 51.     (N)    093 01 19.     (W)     SCALED    
 BX1804* NAVD 88     -        33.72   (+/-2cm)     110.6    (feet)  VERTCON   
 BX1804  ___________________________________________________________________
 BX1804  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1804
 BX1804  VERT ORDER  -  ? (See Below)
 BX1804
 BX1804.The horizontal coordinates were scaled from a topographic map and have
 BX1804.an estimated accuracy of +/- 6 seconds.
 BX1804
 BX1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1804.The vertical order pertains to the NGVD 29 superseded value.
 BX1804
 BX1804.The geoid height was determined by GEOID03.
 BX1804
 BX1804;                    North         East    Units  Estimated Accuracy
 BX1804;SPC LA N     -   140,280.      950,560.      MT  (+/- 180 meters Scaled)
 BX1804
 BX1804                          SUPERSEDED SURVEY CONTROL
 BX1804
 BX1804  NGVD 29 (??/??/??)   33.756  (m)          110.75   (f) ADJUSTED    ?  
 BX1804
 BX1804.Superseded values are not recommended for survey control.
 BX1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1804.See file dsdata.txt to determine how the superseded data were derived.
 BX1804
 BX1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR979142(NAD 83)
 BX1804_MARKER: P = PIPE CAP
 BX1804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1804_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1804
 BX1804  HISTORY     - Date     Condition        Report By
 BX1804  HISTORY     - UNK      MONUMENTED       DOD
 BX1804  HISTORY     - 1938     GOOD             CGS
 BX1804  HISTORY     - 1969     GOOD             CGS
 BX1804  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1804
 BX1804                          STATION DESCRIPTION
 BX1804
 BX1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1804'4 MI E FROM NATCHITOCHES.
 BX1804'ABOUT 4 MILES DUE EAST OF NATCHITOCHES, NATCHITOCHES PARISH, ON THE
 BX1804'RIGHT BANK OF RED RIVER, ABOUT 1350 FEET WEST OF THE TOP BANK OF THE
 BX1804'RIVER, ON THE WALLACE PLACE, AND 72 FEET SOUTHWEST OF THE SOUTHWEST
 BX1804'CORNER OF THE EMMET BRETT RESIDENCE.  A COPPER BOLT, SET IN THE TOP OF
 BX1804'A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BX1804'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BX1804'CAP.
 BX1804
 BX1804                          STATION RECOVERY (1969)
 BX1804
 BX1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1804'RECOVERED IN GOOD CONDITION.
 BX1804
 BX1804                          STATION RECOVERY (2006)
 BX1804
 BX1804'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1804'1938 NOTES REFERENCE A RESIDENCE AND ARE BASED ON THE RIGHT BANK OF
 BX1804'THE RED RIVER.  THE LEVY STILL EXISTS, BUT THE AREA IS NOW A FULLY
 BX1804'PLOWED FARMING FIELD, NO RESIDENCE EXISTS, AND THE LEVY IS NO LONGER A
 BX1804'PART OF THE RED RIVER CHANNEL WHICH IS FURTHER TO THE EAST.  PERFORMED
 BX1804'A SEARCH WITH A METAL DETECTOR USING A CRISS-CROSS PATTERN OUT FROM
 BX1804'THE LEVY BASED ON RECOVERY NOTES AND DID NOT PICK UP ANY METAL
 BX1804'OBJECTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1803 ***********************************************************************
 BX1803  DESIGNATION -  WALLACE CAP
 BX1803  PID         -  BX1803
 BX1803  STATE/COUNTY-  LA/NATCHITOCHES
 BX1803  USGS QUAD   -  NATCHITOCHES NORTH (1992)
 BX1803
 BX1803                         *CURRENT SURVEY CONTROL
 BX1803  ___________________________________________________________________
 BX1803* NAD 83(1986)-  31 45 51.     (N)    093 01 21.     (W)     SCALED    
 BX1803* NAVD 88     -        34.94   (+/-2cm)     114.6    (feet)  VERTCON   
 BX1803  ___________________________________________________________________
 BX1803  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1803
 BX1803  VERT ORDER  -  ? (See Below)
 BX1803
 BX1803.The horizontal coordinates were scaled from a topographic map and have
 BX1803.an estimated accuracy of +/- 6 seconds.
 BX1803
 BX1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1803.The vertical order pertains to the NGVD 29 superseded value.
 BX1803
 BX1803.The geoid height was determined by GEOID03.
 BX1803
 BX1803;                    North         East    Units  Estimated Accuracy
 BX1803;SPC LA N     -   140,280.      950,510.      MT  (+/- 180 meters Scaled)
 BX1803
 BX1803                          SUPERSEDED SURVEY CONTROL
 BX1803
 BX1803  NGVD 29 (??/??/??)   34.974  (m)          114.74   (f) ADJUSTED    ?  
 BX1803
 BX1803.Superseded values are not recommended for survey control.
 BX1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1803.See file dsdata.txt to determine how the superseded data were derived.
 BX1803
 BX1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR978142(NAD 83)
 BX1803_MARKER: P = PIPE CAP
 BX1803_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX1803_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1803
 BX1803  HISTORY     - Date     Condition        Report By
 BX1803  HISTORY     - UNK      MONUMENTED       DOD
 BX1803  HISTORY     - 1938     GOOD             CGS
 BX1803  HISTORY     - 1969     GOOD             CGS
 BX1803  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1803
 BX1803                          STATION DESCRIPTION
 BX1803
 BX1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1803'4 MI E FROM NATCHITOCHES.
 BX1803'ABOUT 4 MILES DUE EAST OF NATCHITOCHES, NATCHITOCHES PARISH, ON THE
 BX1803'RIGHT BANK OF RED RIVER, ABOUT 1350 FEET WEST OF THE TOP BANK OF THE
 BX1803'RIVER, ON THE WALLACE PLACE, AND 72 FEET SOUTHWEST OF THE SOUTHWEST
 BX1803'CORNER OF THE EMMET BRETT RESIDENCE.  AN IRON PIPE BEARING A CORPS OF
 BX1803'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BX1803
 BX1803                          STATION RECOVERY (1969)
 BX1803
 BX1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BX1803'RECOVERED IN GOOD CONDITION.
 BX1803
 BX1803                          STATION RECOVERY (2006)
 BX1803
 BX1803'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWC)
 BX1803'1938 NOTES REFERENCE A RESIDENCE AND ARE BASED ON THE RIGHT BANK OF
 BX1803'THE RED RIVER.  THE LEVY STILL EXISTS, BUT THE AREA IS NOW A FULLY
 BX1803'PLOWED FARMING FIELD, NO RESIDENCE EXISTS, AND THE LEVY IS NO LONGER A
 BX1803'PART OF THE RED RIVER CHANNEL WHICH IS FURTHER TO THE EAST.  PERFORMED
 BX1803'A SEARCH WITH A METAL DETECTOR USING A CRISS-CROSS PATTERN OUT FROM
 BX1803'THE LEVY BASED ON RECOVERY NOTES AND DID NOT PICK UP ANY METAL
 BX1803'OBJECTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4403 ***********************************************************************
 BJ4403  DESIGNATION -  WALLACE WATER TANK
 BJ4403  PID         -  BJ4403
 BJ4403  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4403  USGS QUAD   -  LUTCHER (1994)
 BJ4403
 BJ4403                         *CURRENT SURVEY CONTROL
 BJ4403  ___________________________________________________________________
 BJ4403* NAD 83(1992)-  30 02 38.65028(N)    090 39 07.18720(W)     ADJUSTED  
 BJ4403* NAVD 88     -                                                        
 BJ4403  **This station is located in a subsidence area (see below).
 BJ4403  ___________________________________________________________________
 BJ4403  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ4403  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BJ4403
 BJ4403  HORZ ORDER  -  THIRD
 BJ4403
 BJ4403.The horizontal coordinates were established by classical geodetic methods
 BJ4403.and adjusted by the National Geodetic Survey in January 1993..
 BJ4403
 BJ4403 ** The orthometric height has not been validated since last determined
 BJ4403 ** by differential leveling and should not be used for control purposes.
 BJ4403 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4403 ** area with valid NAVD 88 orthometric heights.
 BJ4403 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4403 ** epoch indicated which incorporates improved geoid heights for the
 BJ4403 ** Southern Louisiana Subsidence area.
 BJ4403 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4403
 BJ4403.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4403
 BJ4403.The geoid height was determined by GEOID03.
 BJ4403
 BJ4403;                    North         East     Units Scale Factor Converg.
 BJ4403;SPC LA S     -   171,346.621 1,065,705.348   MT  0.99992603   +0 20 26.4
 BJ4403;SPC LA S     -   562,159.71  3,496,401.63   sFT  0.99992603   +0 20 26.4
 BJ4403;UTM  15      - 3,325,991.940   726,391.214   MT  1.00023238   +1 10 33.8
 BJ4403
 BJ4403                          SUPERSEDED SURVEY CONTROL
 BJ4403
 BJ4403  NAD 83(1986)-  30 02 38.66706(N)    090 39 07.18890(W) AD(       ) 4
 BJ4403  NAD 27      -  30 02 37.94097(N)    090 39 06.87608(W) AD(       ) 3
 BJ4403
 BJ4403.Superseded values are not recommended for survey control.
 BJ4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4403.See file dsdata.txt to determine how the superseded data were derived.
 BJ4403
 BJ4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2639125992(NAD 83)
 BJ4403_MARKER: 53 = ELEVATED TANK
 BJ4403
 BJ4403  HISTORY     - Date     Condition        Report By
 BJ4403  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4403
 BJ4403                          STATION DESCRIPTION
 BJ4403
 BJ4403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4403'AT THE SOUTHEAST EDGE OF WALLACE AND SOUTHWEST OF STATE HIGHWAY 18.
 BJ4403'
 BJ4403'IT IS A FOUR LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 BJ4403'PROPER PAINTED SILVER WITH BLACK LETTERING WALLACE AND HAS A OVERALL
 BJ4403'HEIGHT OF 150 FEET.
 BJ4403'
 BJ4403'POINT INTERSECTED WAS THE BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4648 ***********************************************************************
 BJ4648  DESIGNATION -  WALT
 BJ4648  PID         -  BJ4648
 BJ4648  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4648  USGS QUAD   -  WATSON (1980)
 BJ4648
 BJ4648                         *CURRENT SURVEY CONTROL
 BJ4648  ___________________________________________________________________
 BJ4648* NAD 83(1992)-  30 32 42.90728(N)    090 59 00.12793(W)     ADJUSTED  
 BJ4648* NAVD 88     -        16.3    (meters)      53.     (feet)  VERTCON   
 BJ4648  ___________________________________________________________________
 BJ4648  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BJ4648  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ4648
 BJ4648  HORZ ORDER  -  SECOND
 BJ4648
 BJ4648.The horizontal coordinates were established by classical geodetic methods
 BJ4648.and adjusted by the National Geodetic Survey in January 1993..
 BJ4648
 BJ4648.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4648
 BJ4648.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4648
 BJ4648.The geoid height was determined by GEOID03.
 BJ4648
 BJ4648;                    North         East     Units Scale Factor Converg.
 BJ4648;SPC LA S     -   226,759.140 1,033,579.616   MT  0.99997074   +0 10 30.0
 BJ4648;SPC LA S     -   743,958.95  3,391,002.46   sFT  0.99997074   +0 10 30.0
 BJ4648;UTM  15      - 3,380,936.815   693,446.799   MT  1.00006166   +1 01 30.8
 BJ4648
 BJ4648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4648!SPC LA S     -   1.00000171  x   0.99997074  =   0.99997245
 BJ4648!UTM  15      -   1.00000171  x   1.00006166  =   1.00006337
 BJ4648
 BJ4648:                Primary Azimuth Mark                     Grid Az
 BJ4648:SPC LA S     -  WALT AZ MK 2                             010 22 01.8
 BJ4648:UTM  15      -  WALT AZ MK 2                             009 31 01.0
 BJ4648
 BJ4648|---------------------------------------------------------------------|
 BJ4648| PID    Reference Object                     Distance      Geod. Az  |
 BJ4648|                                                           dddmmss.s |
 BJ4648| CW1610 WALT AZ MK 2                                       0103231.8 |
 BJ4648| BJ4647 WALT LDH 1970 POINT A                 9.415 METERS 04720     |
 BJ4648| CW1611 WALT RM 1                             9.077 METERS 11655     |
 BJ4648| BJ3985 WALT AZ MK                                         2304537.2 |
 BJ4648| CW1612 WALT RM 2                            11.644 METERS 29452     |
 BJ4648|---------------------------------------------------------------------|
 BJ4648
 BJ4648                          SUPERSEDED SURVEY CONTROL
 BJ4648
 BJ4648  NAD 83(1986)-  30 32 42.92484(N)    090 59 00.12532(W) AD(       ) 2
 BJ4648  NAD 27      -  30 32 42.24788(N)    090 58 59.75694(W) AD(       ) 2
 BJ4648  NGVD 29 (07/19/86)   16.3    (m)           53.     (f) VERT ANG       
 BJ4648
 BJ4648.Superseded values are not recommended for survey control.
 BJ4648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4648.See file dsdata.txt to determine how the superseded data were derived.
 BJ4648
 BJ4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9344780937(NAD 83)
 BJ4648_MARKER: DD = SURVEY DISK
 BJ4648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4648
 BJ4648  HISTORY     - Date     Condition        Report By
 BJ4648  HISTORY     - 1970     MONUMENTED       LADH
 BJ4648
 BJ4648                          STATION DESCRIPTION
 BJ4648
 BJ4648'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4648'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF DENHAM SPRINGS AND
 BJ4648'2.5 MILES SOUTHEAST OF GREENWELL SPRINGS IN THE NORTHEAST QUARTER OF
 BJ4648'SECTION 66, T6S-R2E.
 BJ4648'
 BJ4648'TO REACH THE STATION FROM THE GREENWELL SPRINGS TUBERCULOSIS
 BJ4648'HOSPITAL, DRIVE SOUTH ALONG STATE HIGHWAY 37 FOR 2.4 MILES TO A
 BJ4648'NARROW ROAD ON THE LEFT LEADING EAST.  THE STATION IS SET 264 FEET
 BJ4648'EAST OF STATE HIGHWAY 37 ALONG THE NARROW ROAD AND 11 FEET SOUTH
 BJ4648'OF THE CENTER OF A NARROW ROAD NEAR A GATE.
 BJ4648'
 BJ4648'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ALONG STATE
 BJ4648'HIGHWAY 37 FOR 0.25 MILE TO THE MARK WHICH IS ON THE RIGHT AND WEST
 BJ4648'OF THE HIGHWAY NEAR A FENCE.
 BJ4648'
 BJ4648'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTH ALONG STATE
 BJ4648'HIGHWAY 37 FOR 0.25 MILE TO THE MARK WHICH IS ON THE LEFT AND WEST
 BJ4648'OF THE HIGHWAY NEAR A GROUP OF POWER POLES.
 BJ4648'
 BJ4648'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4648'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4648'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4648'STAMPED WALT 1970.  IT IS 264 FEET EAST OF THE CENTER OF STATE
 BJ4648'HIGHWAY 37, 79 FEET SOUTH-SOUTHEAST OF AN 18 INCH LIVE OAK TREE, 33
 BJ4648'FEET WEST OF AN 18 INCH PINE TREE, 21 FEET EAST OF THE CENTER OF
 BJ4648'A GATE, 11 FEET SOUTH OF THE CENTER OF A DRIVE (NARROW ROAD), 2 FEET
 BJ4648'WEST OF A METAL WITNESS POST AND 2 FEET NORTH OF A FENCE CORNER.
 BJ4648'
 BJ4648'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4648'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4648'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4648'STAMPED WALT RM 1 1970.  IT IS 15 FEET NORTHWEST OF POWER POLE NO.
 BJ4648'R805, 12 FEET SOUTH-SOUTHWEST OF THE CENTER OF A DRIVEWAY TO A
 BJ4648'HOUSE, 4 FEET WEST-NORTHWEST OF A 15 INCH PINE TREE AND 2
 BJ4648'FEET NORTH-NORTHEAST OF A FENCE.
 BJ4648'
 BJ4648'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4648'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4648'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4648'STAMPED WALT RM 2 1970.  IT IS 76 FEET SOUTHWEST OF AN 18 INCH
 BJ4648'WATER OAK TREE, 60 FEET SOUTHEAST OF A 13 INCH WATER OAK TREE, 15
 BJ4648'FEET SOUTH-SOUTHWEST OF THE CENTER OF A DRIVEWAY TO A HOUSE AND 2
 BJ4648'FEET NORTH-NORTHEAST OF A FENCE.
 BJ4648'
 BJ4648'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4648'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4648'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4648'STAMPED WALT AZ MK 1970.  IT IS 25 FEET WEST OF THE CENTER OF STATE
 BJ4648'HIGHWAY 37, 22 FEET NORTH OF A 14 INCH PINE TREE, 12 FEET SOUTH OF A
 BJ4648'20 INCH PINE TREE, 2 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 BJ4648'EAST OF A FENCE.
 BJ4648'
 BJ4648'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4648'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4648'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4648'STAMPED WALT AZ MK 2 1970.  IT IS 28 FEET WEST OF THE CENTER OF
 BJ4648'STATE HIGHWAY 37, 24 FEET EAST OF POWER POLE NO. 197, 13 FEET
 BJ4648'SOUTHEAST OF POWER POLE NO. SS4-22L37, 5 FEET WEST OF A METAL
 BJ4648'WITNESS POST AND 5 FEET NORTHWEST OF A POWER POLE.
 BJ4648'
 BJ4648'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2986 ***********************************************************************
 BK2986  DESIGNATION -  WALT
 BK2986  PID         -  BK2986
 BK2986  STATE/COUNTY-  LA/ALLEN
 BK2986  USGS QUAD   -  SOILEAU (1986)
 BK2986
 BK2986                         *CURRENT SURVEY CONTROL
 BK2986  ___________________________________________________________________
 BK2986* NAD 83(1992)-  30 34 59.82754(N)    092 37 51.84755(W)     ADJUSTED  
 BK2986* NAVD 88     -        23.0    (meters)      75.     (feet)  VERTCON   
 BK2986  ___________________________________________________________________
 BK2986  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BK2986  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK2986
 BK2986  HORZ ORDER  -  FIRST
 BK2986
 BK2986.The horizontal coordinates were established by classical geodetic methods
 BK2986.and adjusted by the National Geodetic Survey in January 1993..
 BK2986
 BK2986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2986
 BK2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2986
 BK2986.The geoid height was determined by GEOID03.
 BK2986
 BK2986;                    North         East     Units Scale Factor Converg.
 BK2986;SPC LA S     -   231,629.038   875,530.554   MT  0.99997726   -0 38 56.0
 BK2986;SPC LA S     -   759,936.27  2,872,469.83   sFT  0.99997726   -0 38 56.0
 BK2986;UTM  15      - 3,383,478.924   535,372.755   MT  0.99961543   +0 11 15.8
 BK2986
 BK2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2986!SPC LA S     -   1.00000066  x   0.99997726  =   0.99997792
 BK2986!UTM  15      -   1.00000066  x   0.99961543  =   0.99961609
 BK2986
 BK2986|---------------------------------------------------------------------|
 BK2986| PID    Reference Object                     Distance      Geod. Az  |
 BK2986|                                                           dddmmss.s |
 BK2986| CW1614 WALT RM 1                            15.290 METERS 08637     |
 BK2986| CW1613 WALT AZ MK                                         2683921.9 |
 BK2986| CW1615 WALT RM 2                            12.215 METERS 27020     |
 BK2986|---------------------------------------------------------------------|
 BK2986
 BK2986                          SUPERSEDED SURVEY CONTROL
 BK2986
 BK2986  NAD 83(1986)-  30 34 59.84763(N)    092 37 51.84101(W) AD(       ) 1
 BK2986  NAD 27      -  30 34 59.13253(N)    092 37 51.33444(W) AD(       ) 1
 BK2986  NGVD 29 (07/19/86)   23.0    (m)           75.     (f) VERT ANG       
 BK2986
 BK2986.Superseded values are not recommended for survey control.
 BK2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2986.See file dsdata.txt to determine how the superseded data were derived.
 BK2986
 BK2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3537383479(NAD 83)
 BK2986_MARKER: DD = SURVEY DISK
 BK2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2986
 BK2986  HISTORY     - Date     Condition        Report By
 BK2986  HISTORY     - 1974     MONUMENTED       LADH
 BK2986
 BK2986                          STATION DESCRIPTION
 BK2986
 BK2986'DESCRIBED BY LA DEPT OF HIGHWAYS 1974 (RT)
 BK2986'THE STATION IS LOCATED 7 MILES SOUTHEAST OF OBERLIN, 14 MILES
 BK2986'NORTHEAST OF KINDER, AND 7 MILES NORTH-NORTHEAST OF ELTON, IN THE
 BK2986'SOUTHEAST QUARTER OF SECTION 25, T5S, R3W, AND ON THE PROPERTY
 BK2986'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 BK2986'
 BK2986'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 165 AND
 BK2986'STATE HIGHWAY 26 IN OBERLIN, DRIVE EAST AND SOUTH ALONG STATE
 BK2986'HIGHWAY 26 FOR 7.1 MILES TO THE JUNCTION WITH STATE HIGHWAY 104,
 BK2986'TURN LEFT AND GO EAST ALONG STATE HIGHWAY 104 FOR 3 MILES TO THE
 BK2986'STATION SET ON THE LEFT AND NORTH OF THE HIGHWAY NEAR A DOUBLE
 BK2986'METAL GATE AND A CULVERT.
 BK2986'
 BK2986'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG STATE
 BK2986'HIGHWAY 104 FOR 0.6 MILE.  THE MARK IS SET ON THE LEFT AND SOUTH OF
 BK2986'THE HIGHWAY NEAR A GATE AND A CULVERT.
 BK2986'
 BK2986'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2986'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2986'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 BK2986'SUB-SURFACE MARK DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 BK2986'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK2986'STAMPED WALT 1974.  THE MARK IS 37.5 FEET NORTH OF THE CENTER
 BK2986'OF STATE HIGHWAY 104, 16 FEET EAST OF THE CENTER OF A GATE, 6
 BK2986'FEET SOUTH-SOUTHWEST OF A POWER POLE, 4 FEET SOUTH OF A FENCE, AND 2
 BK2986'FEET WEST OF A METAL WITNESS POST AND SIGN.
 BK2986'
 BK2986'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2986'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2986'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2986'STAMPED WALT RM 1 1974.  IT IS 64.5 FEET EAST OF THE CENTER OF A
 BK2986'METAL GATE, 48 FEET EAST OF A POWER POLE, 40 FEET NORTH OF THE
 BK2986'CENTER OF STATE HIGHWAY 104, AND 1.5 FEET SOUTH OF A FENCE.
 BK2986'
 BK2986'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK2986'U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2986'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2986'STAMPED WALT RM 2 1974.  IT IS 43 FEET WEST OF A POWER POLE, 38
 BK2986'FEET NORTH OF THE CENTER OF STATE HIGHWAY 104, 26.5 FEET WEST OF THE
 BK2986'CENTER OF A METAL GATE, AND 4 FEET SOUTH OF A FENCE.
 BK2986'
 BK2986'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2986'AND U. S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
 BK2986'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 BK2986'STAMPED WALT AZ. MK. 1974.  IT IS 38.5 FEET SOUTH OF THE CENTER OF
 BK2986'STATE HIGHWAY 104, 25 FEET SOUTHEAST OF THE WEST END OF A
 BK2986'CONCRETE CULVERT, 11 FEET EAST OF THE CENTER OF A METAL FIELD GATE,
 BK2986'8 FEET SOUTH OF THE EAST END OF A CONCRETE CULVERT, 3 FEET NORTH
 BK2986'OF A FENCE, AND 2 FEET EAST OF A METAL WITNESS POST AND SIGN.
 BK2986'
 BK2986'NEAREST TOWN--OBERLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3985 ***********************************************************************
 BJ3985  DESIGNATION -  WALT AZ MK
 BJ3985  PID         -  BJ3985
 BJ3985  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3985  USGS QUAD   -  WATSON (1980)
 BJ3985
 BJ3985                         *CURRENT SURVEY CONTROL
 BJ3985  ___________________________________________________________________
 BJ3985* NAD 83(1986)-  30 32 37.     (N)    090 59 00.     (W)     SCALED    
 BJ3985* NAVD 88     -        16.208  (meters)      53.18   (feet)  ADJUSTED  
 BJ3985  ___________________________________________________________________
 BJ3985  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ3985  DYNAMIC HT  -          16.187 (meters)      53.11  (feet)  COMP
 BJ3985  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ3985
 BJ3985  VERT ORDER  -  SECOND    CLASS II
 BJ3985
 BJ3985.The horizontal coordinates were scaled from a topographic map and have
 BJ3985.an estimated accuracy of +/- 6 seconds.
 BJ3985
 BJ3985.The orthometric height was determined by differential leveling
 BJ3985.and adjusted by the National Geodetic Survey in February 1994..
 BJ3985
 BJ3985.The geoid height was determined by GEOID03.
 BJ3985
 BJ3985.The dynamic height is computed by dividing the NAVD 88
 BJ3985.geopotential number by the normal gravity value computed on the
 BJ3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3985.degrees latitude (g = 980.6199 gals.).
 BJ3985
 BJ3985.The modeled gravity was interpolated from observed gravity values.
 BJ3985
 BJ3985;                    North         East    Units  Estimated Accuracy
 BJ3985;SPC LA S     -   226,580.    1,033,580.      MT  (+/- 180 meters Scaled)
 BJ3985
 BJ3985                          SUPERSEDED SURVEY CONTROL
 BJ3985
 BJ3985.No superseded survey control is available for this station.
 BJ3985
 BJ3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP934807(NAD 83)
 BJ3985_MARKER: DZ = AZIMUTH MARK DISK
 BJ3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3985_SP_SET: CONCRETE POST
 BJ3985_STAMPING: WALT AZ MK 1970
 BJ3985_MARK LOGO: LADH  
 BJ3985_PROJECTION: FLUSH
 BJ3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3985+STABILITY: SURFACE MOTION
 BJ3985
 BJ3985  HISTORY     - Date     Condition        Report By
 BJ3985  HISTORY     - 1970     MONUMENTED       LADH
 BJ3985  HISTORY     - 1987     GOOD             LA-033
 BJ3985
 BJ3985                          STATION DESCRIPTION
 BJ3985
 BJ3985'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3985'6.1 KM (3.8 MI) SOUTH FROM INDIAN MOUND.
 BJ3985'ABOUT 18.5 KM (11.5 MI) NORTHEAST ALONG STATE HIGHWAY 37 (GREENWELL
 BJ3985'SPRINGS ROAD) FROM THE INTERSECTION OF U.S. HIGHWAY 61 (AIRLINE
 BJ3985'HIGHWAY) AND STATE HIGHWAY 37 TO THE MARK ON THE LEFT, 7.3 METERS (24
 BJ3985'FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.7 METERS (12
 BJ3985'FT) SOUTHWEST OF A 30-INCH PINE TREE AND 0.3 METERS (1 FT) EAST-
 BJ3985'SOUTHEAST OF A FENCELINE.
 BJ3985'THE MARK IS 0.30 METERS  WSW FROM A WITNESS POST.
 BJ3985'THE MARK IS 0.46 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2105 ***********************************************************************
 CQ2105  DESIGNATION -  WARD
 CQ2105  PID         -  CQ2105
 CQ2105  STATE/COUNTY-  LA/RED RIVER
 CQ2105  USGS QUAD   -  EAST POINT (1979)
 CQ2105
 CQ2105                         *CURRENT SURVEY CONTROL
 CQ2105  ___________________________________________________________________
 CQ2105* NAD 83(1992)-  32 09 53.35418(N)    093 28 49.45177(W)     ADJUSTED  
 CQ2105* NAVD 88     -        43.408  (meters)     142.41   (feet)  ADJUSTED  
 CQ2105  ___________________________________________________________________
 CQ2105  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CQ2105  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2105  DYNAMIC HT  -          43.358 (meters)     142.25  (feet)  COMP
 CQ2105  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CQ2105
 CQ2105  HORZ ORDER  -  SECOND
 CQ2105  VERT ORDER  -  FIRST     CLASS I
 CQ2105
 CQ2105.The horizontal coordinates were established by classical geodetic methods
 CQ2105.and adjusted by the National Geodetic Survey in January 1993..
 CQ2105
 CQ2105.The orthometric height was determined by differential leveling
 CQ2105.and adjusted by the National Geodetic Survey in February 1994..
 CQ2105
 CQ2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2105
 CQ2105.The geoid height was determined by GEOID03.
 CQ2105
 CQ2105.The dynamic height is computed by dividing the NAVD 88
 CQ2105.geopotential number by the normal gravity value computed on the
 CQ2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2105.degrees latitude (g = 980.6199 gals.).
 CQ2105
 CQ2105.The modeled gravity was interpolated from observed gravity values.
 CQ2105
 CQ2105;                    North         East     Units Scale Factor Converg.
 CQ2105;SPC LA N     -   185,005.882   907,533.010   MT  0.99992400   -0 31 06.0
 CQ2105;SPC LA N     -   606,973.46  2,977,464.55   sFT  0.99992400   -0 31 06.0
 CQ2105;UTM  15      - 3,558,806.144   454,704.473   MT  0.99962530   -0 15 20.7
 CQ2105
 CQ2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2105!SPC LA N     -   0.99999725  x   0.99992400  =   0.99992125
 CQ2105!UTM  15      -   0.99999725  x   0.99962530  =   0.99962255
 CQ2105
 CQ2105:                Primary Azimuth Mark                     Grid Az
 CQ2105:SPC LA N     -  WARD AZ MK                               179 15 01.2
 CQ2105:UTM  15      -  WARD AZ MK                               178 59 15.9
 CQ2105
 CQ2105|---------------------------------------------------------------------|
 CQ2105| PID    Reference Object                     Distance      Geod. Az  |
 CQ2105|                                                           dddmmss.s |
 CQ2105| CX7352 WARD AZ MK                                         1784355.2 |
 CQ2105| CQ2106 WARD RM 1                            21.268 METERS 18036     |
 CQ2105| CX7353 WARD RM 2                            12.400 METERS 32535     |
 CQ2105|---------------------------------------------------------------------|
 CQ2105
 CQ2105                          SUPERSEDED SURVEY CONTROL
 CQ2105
 CQ2105  NAD 83(1986)-  32 09 53.36647(N)    093 28 49.44698(W) AD(       ) 2
 CQ2105  NAD 27      -  32 09 52.79287(N)    093 28 48.81786(W) AD(       ) 2
 CQ2105  NAVD 88 (06/15/91)   43.407  (m)          142.41   (f) UNKNOWN     1 1
 CQ2105  NGVD 29 (??/??/??)   43.462  (m)          142.59   (f) ADJUSTED    1 1
 CQ2105
 CQ2105.Superseded values are not recommended for survey control.
 CQ2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2105.See file dsdata.txt to determine how the superseded data were derived.
 CQ2105
 CQ2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5470458806(NAD 83)
 CQ2105_MARKER: DS = TRIANGULATION STATION DISK
 CQ2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2105_SP_SET: CONCRETE POST
 CQ2105_STAMPING: WARD 1969
 CQ2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2105+STABILITY: SURFACE MOTION
 CQ2105
 CQ2105  HISTORY     - Date     Condition        Report By
 CQ2105  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2105  HISTORY     - 1977     GOOD             NGS
 CQ2105  HISTORY     - 19970916 MARK NOT FOUND   USPSQD
 CQ2105
 CQ2105                          STATION DESCRIPTION
 CQ2105
 CQ2105'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ2105'THE STATION IS LOCATED 4 MILES SOUTH OF HOWARD AND 2 MILES NORTH
 CQ2105'OF THE INTERSECTION OF STATE HIGHWAY 509 AND STATE HIGHWAY 1 AND
 CQ2105'ON PROPERTY OWNED BY TEXAS AND PACIFIC RAILROAD.  IT IS 2.45
 CQ2105'FEET WEST OF A METAL WITNESS POST AND SIGN, 7.50 FEET EAST OF EAST
 CQ2105'RAIL ON MAIN LINE OF THE TEXAS AND PACIFIC RAILROAD, 47.60 FEET
 CQ2105'SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING WEST ACROSS TRACKS,
 CQ2105'130.0 FEET WEST OF CENTER OF STATE HIGHWAY 1, 104.50 FEET
 CQ2105'NORTHWEST OF NORTH GRAIN SILO BETWEEN STATE HIGHWAY 1 AND
 CQ2105'RAILROAD, AND 52.70 FEET WEST OF A POWER POLE.  IT IS A LOUISIANA
 CQ2105'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY
 CQ2105'DISK STAMPED WARD 1969 PROJECTING 4 INCHES.
 CQ2105'
 CQ2105'REFERENCE MARK NO. 1 IS 69.76 FEET SOUTHWEST OF THE STATION.  IT
 CQ2105'IS 5.70 FEET EAST OF THE EAST RAIL ON THE MAIN LINE OF THE TEXAS
 CQ2105'AND PACIFIC RAILROAD, 131.50 FEET WEST OF CENTER OF STATE HIGHWAY
 CQ2105'1, 117.40 FEET SOUTH OF CENTER OF GRAVEL ROAD LEADING WEST ACROSS
 CQ2105'TRACKS, 92.50 FEET SOUTHWEST OF A POWER POLE AND 64.50 FEET WEST
 CQ2105'OF NORTH GRAIN SILO.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2105'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO. 1 WARD
 CQ2105'1969 PROJECTING 2 INCHES.
 CQ2105'
 CQ2105'REFERENCE MARK NO. 2 IS 40.69 FEET NORTHWEST OF THE STATION.  IT
 CQ2105'IS 15.00 FEET SOUTH OF CENTER OF GRAVEL ROAD LEADING WEST ACROSS
 CQ2105'TRACKS, 10.10 FEET WEST OF WEST RAIL ON TEXAS AND PACIFIC RAILROAD,
 CQ2105'155.50 FEET WEST OF CENTER OF STATE HIGHWAY 1, 29.30 FEET EAST OF
 CQ2105'NORTHEAST CORNER OF FENCE WEST OF RAILROAD, AND 50.0 FEET
 CQ2105'SOUTHEAST OF POWER POLE NO. 1217 1/2.  IT IS A LOUISIANA
 CQ2105'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY
 CQ2105'DISK STAMPED R.M. NO. 2 WARD 1969 PROJECTING 3 INCHES.
 CQ2105'
 CQ2105'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 47.63 FEET.
 CQ2105'
 CQ2105'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION.  IT IS 4.45
 CQ2105'FEET WEST OF A METAL WITNESS POST AND SIGN, 231.20 FEET WEST OF
 CQ2105'THE CENTER OF THE STATE HIGHWAY 1, 19.15 FEET EAST OF EAST RAIL
 CQ2105'ON MAIN LINE OF THE TEXAS AND PACIFIC RAILROAD, 21.0 FEET NORTH
 CQ2105'OF EAST END OF DRAIN UNDER RAILROAD, AND 61.20 FEET EAST OF A
 CQ2105'NORTH-SOUTH FENCE ON WEST SIDE OF RAILROAD.
 CQ2105'
 CQ2105'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW STATE HIGHWAY
 CQ2105'1 SOUTH FOR 0.35 MILE TO MARK SET ON RIGHT NEAR RAILROAD.  IT IS
 CQ2105'A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ2105'SURVEY DISK STAMPED AZ.MK. WARD 1969 PROJECTING 3 INCHES.
 CQ2105'
 CQ2105'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1 AND
 CQ2105'STATE HIGHWAY 509, FOLLOW STATE HIGHWAY 1 NORTH FOR 2 MILES TO
 CQ2105'STATION SET NEAR RAILROAD.
 CQ2105'
 CQ2105'CUT IN EAST POST ON STRUCTURE ON SOUTH BANK OF RED RIVER
 CQ2105'SUPPORTING UNITED GAS PIPELINE.
 CQ2105
 CQ2105                          STATION RECOVERY (1977)
 CQ2105
 CQ2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2105'16.4 MI NW FROM COUSHATTA.
 CQ2105'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ2105'SOUTHERN RAILWAY STATION, THENCE 8.5 MILES NORTHWEST ALONG U.S.
 CQ2105'HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 5.4 MILES NORTH ALONG
 CQ2105'STATE HIGHWAY 1, THENCE ABOUT 131 FEET WEST ON PAVED ROAD TO
 CQ2105'THE TEXAS AND PACIFIC RAILWAY, 131 FEET WEST OF THE CENTER
 CQ2105'LINE OF HIGHWAY 1, 48 FEET SOUTHEAST OF CENTER OF PAVED ROAD
 CQ2105'AND RAILROAD CROSSING, 113 FEET NORTHWEST OF THE NORTHWEST
 CQ2105'CORNER OF FOUNDATION AROUND GRAIN ELEVATOR, AND 8 FEET EAST
 CQ2105'OF EAST RAIL.
 CQ2105
 CQ2105                          STATION RECOVERY (1997)
 CQ2105
 CQ2105'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4079 ***********************************************************************
 BJ4079  DESIGNATION -  WARD
 BJ4079  PID         -  BJ4079
 BJ4079  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4079  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4079
 BJ4079                         *CURRENT SURVEY CONTROL
 BJ4079  ___________________________________________________________________
 BJ4079* NAD 83(1992)-  30 28 36.84962(N)    091 06 45.09170(W)     ADJUSTED  
 BJ4079* NAVD 88     -        20.482  (meters)      67.20   (feet)  ADJUSTED  
 BJ4079  ___________________________________________________________________
 BJ4079  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4079  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4079  DYNAMIC HT  -          20.456 (meters)      67.11  (feet)  COMP
 BJ4079  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ4079
 BJ4079  HORZ ORDER  -  SECOND
 BJ4079  VERT ORDER  -  SECOND    CLASS II
 BJ4079
 BJ4079.The horizontal coordinates were established by classical geodetic methods
 BJ4079.and adjusted by the National Geodetic Survey in January 1993..
 BJ4079
 BJ4079.The orthometric height was determined by differential leveling
 BJ4079.and adjusted by the National Geodetic Survey in February 1994..
 BJ4079
 BJ4079.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4079
 BJ4079.The geoid height was determined by GEOID03.
 BJ4079
 BJ4079.The dynamic height is computed by dividing the NAVD 88
 BJ4079.geopotential number by the normal gravity value computed on the
 BJ4079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4079.degrees latitude (g = 980.6199 gals.).
 BJ4079
 BJ4079.The modeled gravity was interpolated from observed gravity values.
 BJ4079
 BJ4079;                    North         East     Units Scale Factor Converg.
 BJ4079;SPC LA S     -   219,151.268 1,021,201.466   MT  0.99996014   +0 06 37.5
 BJ4079;SPC LA S     -   718,998.79  3,350,391.81   sFT  0.99996014   +0 06 37.5
 BJ4079;UTM  15      - 3,373,145.911   681,181.862   MT  1.00000498   +0 57 27.3
 BJ4079
 BJ4079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4079!SPC LA S     -   1.00000105  x   0.99996014  =   0.99996119
 BJ4079!UTM  15      -   1.00000105  x   1.00000498  =   1.00000603
 BJ4079
 BJ4079|---------------------------------------------------------------------|
 BJ4079| PID    Reference Object                     Distance      Geod. Az  |
 BJ4079|                                                           dddmmss.s |
 BJ4079| CW1622 WARD RM 1                            13.283 METERS 09222     |
 BJ4079| BJ4937 BATON ROUGE TGP CORP MICROWAVE      APPROX. 1.6 KM 1860527.8 |
 BJ4079| BJ4938 WOODDALE                            APPROX. 1.3 KM 1901112.2 |
 BJ4079| BJ4940 WARD LDH 1970 RM 2                    6.748 METERS 23136     |
 BJ4079| CW1621 WARD AZ MK                                         3243037.4 |
 BJ4079|---------------------------------------------------------------------|
 BJ4079
 BJ4079                          SUPERSEDED SURVEY CONTROL
 BJ4079
 BJ4079  NAD 83(1986)-  30 28 36.86761(N)    091 06 45.08948(W) AD(       ) 2
 BJ4079  NAD 27      -  30 28 36.18590(N)    091 06 44.70791(W) AD(       ) 2
 BJ4079  NGVD 29 (07/19/86)   20.7    (m)           68.     (f) VERT ANG       
 BJ4079
 BJ4079.Superseded values are not recommended for survey control.
 BJ4079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4079.See file dsdata.txt to determine how the superseded data were derived.
 BJ4079
 BJ4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8118273146(NAD 83)
 BJ4079_MARKER: DS = TRIANGULATION STATION DISK
 BJ4079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4079_SP_SET: CONCRETE POST
 BJ4079_STAMPING: WARD 1970
 BJ4079_MARK LOGO: LADH  
 BJ4079_PROJECTION: FLUSH
 BJ4079_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ4079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4079+STABILITY: SURFACE MOTION
 BJ4079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4079+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 BJ4079
 BJ4079  HISTORY     - Date     Condition        Report By
 BJ4079  HISTORY     - 1970     MONUMENTED       LADH
 BJ4079  HISTORY     - 1974     GOOD             LADTD
 BJ4079  HISTORY     - 1980     GOOD             LADTD
 BJ4079  HISTORY     - 1987     GOOD             LA-033
 BJ4079  HISTORY     - 20030605 GOOD             INDIV
 BJ4079  HISTORY     - 20050412 GOOD             AERODA
 BJ4079
 BJ4079                          STATION DESCRIPTION
 BJ4079
 BJ4079'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4079'THE STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF DOWNTOWN
 BJ4079'BATON ROUGE, 2 MILES NORTH-NORTHWEST OF THE FLORIDA BLVD. - U.S.
 BJ4079'HIGHWAY 61 INTERCHANGE, 3 MILES SOUTHEAST OF THE STATE HIGHWAY 67
 BJ4079'(PLANK ROAD) - U. S. HIGHWAY 190 INTERCHANGE, IN THE SOUTHWEST
 BJ4079'QUARTER OF SECTION 50, T6S-R1E AND ON THE PROPERTY OF THE LOUISIANA
 BJ4079'DEPARTMENT OF HIGHWAYS.
 BJ4079'
 BJ4079'TO REACH THE STATION FROM THE POST OFFICE IN DOWNTOWN BATON ROUGE,
 BJ4079'DRIVE EAST ALONG FLORIDA BLVD. FOR 5.2 MILES TO THE FLORIDA BLVD. -
 BJ4079'U.S. HIGHWAY 61 INTERCHANGE, THEN GO LEFT AND NORTH ALONG U.S.
 BJ4079'HIGHWAYS 61 AND 190 FOR 1.9 MILES TO THE STATE HIGHWAY 37 - U.S.
 BJ4079'HIGHWAY 61 AND 190 INTERCHANGE.  THE STATION IS SET IN THE
 BJ4079'NORTHEAST QUADRANT OF THE INTERCHANGE.
 BJ4079'
 BJ4079'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ALONG U.S.
 BJ4079'HIGHWAY 61 AND 190 FOR 0.3 MILE TO THE MARK WHICH IS SET ON THE LEFT
 BJ4079'AND WEST OF THE HIGHWAY NEAR A POWER POLE.
 BJ4079'
 BJ4079'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4079'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4079'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4079'STAMPED WARD 1970.  IT IS 109 FEET EAST-NORTHEAST OF THE CENTER OF
 BJ4079'THE NORTH BOUND LANE OF U.S. HIGHWAY 61 AND 190, 118 FEET
 BJ4079'WEST-SOUTHWEST OF THE EAST END OF A GUARD RAIL, 55 FEET
 BJ4079'NORTH-NORTHWEST OF THE CENTER OF THE WEST BOUND LANE OF STATE HIGHWAY
 BJ4079'37 (GREENWELL SPRINGS ROAD), 29 FEET NORTH OF THE NORTHEAST END OF AN
 BJ4079'OVERPASS ABUTMENT AND 27 FEET NORTH OF A METAL WITNESS POST.
 BJ4079'
 BJ4079'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4079'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4079'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4079'STAMPED WARD RM 1 1970.  IT IS 170 FEET EAST-NORTHEAST OF THE
 BJ4079'CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 61 AND 190, 78 FEET
 BJ4079'WEST-SOUTHWEST OF THE EAST END OF A GUARD RAIL, 48 FEET NORTHEAST
 BJ4079'OF THE NORTHEAST END OF AN OVERPASS ABUTMENT, 47 FEET NORTHEAST OF A
 BJ4079'METAL WITNESS POST AT THE STATION AND 38 FEET NORTH-NORTHWEST OF
 BJ4079'THE CENTER OF THE WEST BOUND LANE OF STATE HIGHWAY 37.
 BJ4079'
 BJ4079'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4079'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4079'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4079'STAMPED WARD RM 2 1970.  IT IS 140 FEET WEST-SOUTHWEST OF THE EAST
 BJ4079'END OF A GUARD RAIL, 87 FEET EAST-NORTHEAST OF THE CENTER OF THE
 BJ4079'NORTH BOUND LANE OF U S HIGHWAY 61 AND 190, 51 FEET NORTH-NORTHWEST
 BJ4079'OF THE CENTER OF STATE HIGHWAY 37, 26 FEET NORTHWEST OF THE NORTHEAST
 BJ4079'END OF AN OVERPASS ABUTMENT AND 25 FEET NORTHWEST OF THE METAL
 BJ4079'WITNESS POST AT THE STATION.
 BJ4079'
 BJ4079'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4079'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ4079'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS STAMPED
 BJ4079'WARD AZ MK 1970.  IT IS 169 FEET NORTHWEST OF A FIRE HYDRANT, 75
 BJ4079'FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S.
 BJ4079'HIGHWAY 61 AND 190, 25 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY
 BJ4079'TO A VACANT LOT, 4 FEET EAST-NORTHEAST OF A POWER POLE AND 3 FEET
 BJ4079'NORTHWEST OF A METAL WITNESS POST.
 BJ4079'
 BJ4079'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ4079
 BJ4079                          STATION RECOVERY (1974)
 BJ4079
 BJ4079'RECOVERY NOTE BY LA TRANSP AND DEV 1974 (RT)
 BJ4079'THE STATION WAS VISITED 8-6-74 AND THE STATION MARK, REFERENCE
 BJ4079'MARK 1 AND REFERENCE MARK 2 WERE FOUND TO BE IN GOOD
 BJ4079'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT
 BJ4079'BE FOUND.  THE AREA IN WHICH THE AZIMUTH MARK WAS SET HAS BEEN
 BJ4079'COVERED OVER WITH A CONCRETE SLAB.
 BJ4079'
 BJ4079'THE 1970 DESCRIPTION IS ADEQUATE FOR THIS STATION.
 BJ4079'
 BJ4079'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ4079'
 BJ4079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ4079'5 MILES EAST OF DOWNTOWN BATON ROUGE.
 BJ4079
 BJ4079                          STATION RECOVERY (1980)
 BJ4079
 BJ4079'RECOVERY NOTE BY LA TRANSP AND DEV 1980 (RJT)
 BJ4079'THE STATION AND ITS REFERENCE MARKS WERE VISITED AND FOUND IN GOOD
 BJ4079'CONDITION AS DESCRIBED IN 1970.
 BJ4079
 BJ4079                          STATION RECOVERY (1987)
 BJ4079
 BJ4079'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4079'IN BATON ROUGE.
 BJ4079'AT THE OVERPASS OF AIRLINE HIGHWAY (U.S. 61 AND 190) AND GREENWELL
 BJ4079'SPRINGS ROAD (STATE HIGHWAY 37) 33.2 METERS (109 FT) EAST-NORTHEAST
 BJ4079'OF THE NORTH BOUND LANES OF AIRLINE HIGHWAY, 16.8 METERS (55 FT)
 BJ4079'NORTH-NORTHWEST OF THE CENTER OF THE WEST BOUND LANES OF GREENWELL
 BJ4079'SPRINGS ROAD AND 8.8 METERS (29 FT) NORTH OF THE NORTHEAST END OF THE
 BJ4079'OVERPASS ABUTMENT.
 BJ4079'THE MARK IS 0.30 M BELOW OVERPASS FLOOR.
 BJ4079
 BJ4079                          STATION RECOVERY (2003)
 BJ4079
 BJ4079'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MLR)
 BJ4079'RECOVERED IN GOOD CONDITION.
 BJ4079
 BJ4079                          STATION RECOVERY (2005)
 BJ4079
 BJ4079'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ4079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2791 ***********************************************************************
 CQ2791  DESIGNATION -  WARD
 CQ2791  PID         -  CQ2791
 CQ2791  STATE/COUNTY-  LA/CALDWELL
 CQ2791  USGS QUAD   -  BLANKSTON (1989)
 CQ2791
 CQ2791                         *CURRENT SURVEY CONTROL
 CQ2791  ___________________________________________________________________
 CQ2791* NAD 83(1992)-  32 12 50.27812(N)    092 09 54.75703(W)     ADJUSTED  
 CQ2791* NAVD 88     -        62.3    (meters)     204.     (feet)  VERTCON   
 CQ2791  ___________________________________________________________________
 CQ2791  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CQ2791  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ2791
 CQ2791  HORZ ORDER  -  FIRST
 CQ2791
 CQ2791.The horizontal coordinates were established by classical geodetic methods
 CQ2791.and adjusted by the National Geodetic Survey in January 1993..
 CQ2791
 CQ2791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2791
 CQ2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2791
 CQ2791.The geoid height was determined by GEOID03.
 CQ2791
 CQ2791;                    North         East     Units Scale Factor Converg.
 CQ2791;SPC LA N     -   190,085.717 1,031,559.325   MT  0.99992806   +0 10 37.2
 CQ2791;SPC LA N     -   623,639.56  3,384,374.22   sFT  0.99992806   +0 10 37.2
 CQ2791;UTM  15      - 3,564,458.144   578,667.900   MT  0.99967632   +0 26 42.1
 CQ2791
 CQ2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2791!SPC LA N     -   0.99999426  x   0.99992806  =   0.99992232
 CQ2791!UTM  15      -   0.99999426  x   0.99967632  =   0.99967058
 CQ2791
 CQ2791:                Primary Azimuth Mark                     Grid Az
 CQ2791:SPC LA N     -  RIVERTON KNOE TV TWR                     101 27 14.6
 CQ2791:UTM  15      -  RIVERTON KNOE TV TWR                     101 11 09.7
 CQ2791
 CQ2791|---------------------------------------------------------------------|
 CQ2791| PID    Reference Object                     Distance      Geod. Az  |
 CQ2791|                                                           dddmmss.s |
 CQ2791| CQ2766 RIVERTON KNOE TV TWR                APPROX. 9.1 KM 1013751.8 |
 CQ2791| CQ2767 RIVERTON MICROWAVE KKS 657          APPROX. 9.5 KM 1310853.0 |
 CQ2791| CY5813 WARD RM 1                            44.275 METERS 17809     |
 CQ2791| CQ2789 MT PLEASANT LOT                     APPROX.10.1 KM 1832530.8 |
 CQ2791| CY5814 WARD RM 2                            26.080 METERS 30741     |
 CQ2791| CQ2741 LUNA                                APPROX.13.7 KM 3361155.0 |
 CQ2791|---------------------------------------------------------------------|
 CQ2791
 CQ2791                          SUPERSEDED SURVEY CONTROL
 CQ2791
 CQ2791  NAD 83(1986)-  32 12 50.29211(N)    092 09 54.74892(W) AD(       ) 1
 CQ2791  NAD 27      -  32 12 49.73807(N)    092 09 54.25457(W) AD(       ) 1
 CQ2791  NGVD 29 (07/19/86)   62.3    (m)          204.     (f) VERT ANG       
 CQ2791
 CQ2791.Superseded values are not recommended for survey control.
 CQ2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2791.See file dsdata.txt to determine how the superseded data were derived.
 CQ2791
 CQ2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7866864458(NAD 83)
 CQ2791_MARKER: DS = TRIANGULATION STATION DISK
 CQ2791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2791_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2791
 CQ2791  HISTORY     - Date     Condition        Report By
 CQ2791  HISTORY     - 1971     MONUMENTED       NGS
 CQ2791
 CQ2791                          STATION DESCRIPTION
 CQ2791
 CQ2791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2791'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO HIGH BANK AND TREES
 CQ2791'ON LINE.
 CQ2791'
 CQ2791'THE STATION IS ABOUT 9.0 MILES NORTHWEST OF COLUMBIA, 7.0 MILES
 CQ2791'SOUTHWEST OF BOSCO, 6.5 MILES EAST-SOUTHEAST OF VIXEN, 5.5 MILES
 CQ2791'NORTH OF MT PLEASANT, IN SECTION 9, T 14 N, R 3 E, AND ON LAND
 CQ2791'OWNED BY THE OLINKRAFT, INCORPORATION, MR. A.B. SMITH, FORESTRY
 CQ2791'MANAGER, P.O. BOX 488, WEST MONROE, LOUISIANA, 71291.
 CQ2791'
 CQ2791'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA, GO SOUTH
 CQ2791'ON U.S. HIGHWAY 165 FOR 1.6 MILES TO THE JUNCTION OF STATE
 CQ2791'HIGHWAY 4.  TURN RIGHT AND GO WEST AND NORTHWEST ON STATE
 CQ2791'HIGHWAY 4 FOR 6.05 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ2791'846.  TURN RIGHT AND GO NORTH AND NORTHWEST ON STATE HIGHWAY 846
 CQ2791'FOR 5.7 MILES TO A GRADED SIDE ROAD RIGHT AND SIGN HUCK O
 CQ2791'BUCK.  TURN RIGHT AND GO NORTH ON THE GRADED ROAD FOR 1.45
 CQ2791'MILES TO A REVERSE FORK, CONTINUE NORTH ON THE GRADED ROAD FOR
 CQ2791'0.55 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON THE
 CQ2791'GRADED ROAD FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND
 CQ2791'GO NORTH ON THE GRADED ROAD FOR 0.05 MILE TO THE STATION ON
 CQ2791'THE LEFT.
 CQ2791'
 CQ2791'STATION MARKS ARE STANDARD DISKS STAMPED WARD 1971.  THE SURFACE
 CQ2791'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2791'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 CQ2791'NORTH-NORTHEAST OF A 10-INCH OAK TREE, 34 FEET NORTHWEST OF THE
 CQ2791'CENTER OF THE GRADED ROAD, 24.5 FEET SOUTHWEST OF A 10-INCH
 CQ2791'PINE TREE AND 6.4 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 CQ2791'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CQ2791'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2791'
 CQ2791'REFERENCE MARK 1, A STANDARD DISK STAMPED WARD NO 1 1971, IS SET
 CQ2791'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2791'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET EAST
 CQ2791'OF THE CENTER OF THE GRADED ROAD, 8 FEET NORTHWEST OF AN 6-INCH
 CQ2791'OAK TREE AND 1.4 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 CQ2791'
 CQ2791'REFERENCE MARK 2, A STANDARD DISK STAMPED WARD NO 2 1971, IS SET
 CQ2791'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CQ2791'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 27.5 FEET SOUTHWEST OF
 CQ2791'A 10-INCH OAK TREE, 9.5 FEET NORTH-NORTHEAST OF AN 8-INCH OAK
 CQ2791'TREE, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST AND
 CQ2791'APPROXIMATELY 4 FEET LOWER THAN THE STATION.
 CQ2791'
 CQ2791'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2791'
 CQ2791'HEIGHT OF LIGHT ABOVE STATION MARK 34.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1058 ***********************************************************************
 CR1058  CBN         -  This is a Cooperative Base Network Control Station.
 CR1058  DESIGNATION -  WARD
 CR1058  PID         -  CR1058
 CR1058  STATE/COUNTY-  LA/CADDO
 CR1058  USGS QUAD   -  TREES (1962)
 CR1058
 CR1058                         *CURRENT SURVEY CONTROL
 CR1058  ___________________________________________________________________
 CR1058* NAD 83(1992)-  32 51 41.46060(N)    094 00 25.45764(W)     ADJUSTED  
 CR1058* NAVD 88     -        77.585  (meters)     254.54   (feet)  ADJUSTED  
 CR1058  ___________________________________________________________________
 CR1058  X           -    -374,754.968 (meters)                     COMP
 CR1058  Y           -  -5,349,757.059 (meters)                     COMP
 CR1058  Z           -   3,441,095.853 (meters)                     COMP
 CR1058  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CR1058  ELLIP HEIGHT-          51.24  (meters)          (02/12/02) GPS OBS
 CR1058  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR1058  DYNAMIC HT  -          77.500 (meters)     254.26  (feet)  COMP
 CR1058  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 CR1058
 CR1058  HORZ ORDER  -  B
 CR1058  VERT ORDER  -  SECOND    CLASS I
 CR1058  ELLP ORDER  -  FOURTH    CLASS II
 CR1058
 CR1058.This mark is at Vivian Airport (3F4)
 CR1058
 CR1058.The horizontal coordinates were established by GPS observations
 CR1058.and adjusted by the National Geodetic Survey in September 1992..
 CR1058
 CR1058.The orthometric height was determined by differential leveling
 CR1058.and adjusted by the National Geodetic Survey in September 1998..
 CR1058.WARNING-GPS observations at this control monument resulted in a GPS
 CR1058.derived orthometric height which differed from the leveled height by
 CR1058.more than one decimeter (0.1 meter).
 CR1058
 CR1058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1058
 CR1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1058
 CR1058.The ellipsoidal height was determined by GPS observations
 CR1058.and is referenced to NAD 83.
 CR1058
 CR1058.The geoid height was determined by GEOID03.
 CR1058
 CR1058.The dynamic height is computed by dividing the NAVD 88
 CR1058.geopotential number by the normal gravity value computed on the
 CR1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1058.degrees latitude (g = 980.6199 gals.).
 CR1058
 CR1058.The modeled gravity was interpolated from observed gravity values.
 CR1058
 CR1058;                    North         East     Units Scale Factor Converg.
 CR1058;SPC LA N     -   262,827.247   858,937.168   MT  1.00005024   -0 47 48.4
 CR1058;SPC LA N     -   862,292.39  2,818,029.69   sFT  1.00005024   -0 47 48.4
 CR1058;SPC TXNC     - 2,141,486.777 1,020,353.877   MT  0.99987810   +2 27 01.5
 CR1058;SPC TXNC     - 7,025,861.20  3,347,611.01   sFT  0.99987810   +2 27 01.5
 CR1058;UTM  15      - 3,636,384.212   405,774.868   MT  0.99970947   -0 32 47.4
 CR1058
 CR1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1058!SPC LA N     -   0.99999196  x   1.00005024  =   1.00004219
 CR1058!SPC TXNC     -   0.99999196  x   0.99987810  =   0.99987006
 CR1058!UTM  15      -   0.99999196  x   0.99970947  =   0.99970143
 CR1058
 CR1058                          SUPERSEDED SURVEY CONTROL
 CR1058
 CR1058  ELLIP H (05/09/94)   51.36   (m)                       GP(       ) 4 2
 CR1058  ELLIP H (09/10/92)   51.36   (m)                       GP(       ) 4 1
 CR1058  NAD 83(1986)-  32 51 41.47343(N)    094 00 25.44790(W) AD(       ) 3
 CR1058  NAD 27      -  32 51 40.98005(N)    094 00 24.75600(W) AD(       ) 3
 CR1058  NGVD 29 (09/16/94)   77.6    (m)          255.     (f) GPS OBS        
 CR1058
 CR1058.Superseded values are not recommended for survey control.
 CR1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1058.See file dsdata.txt to determine how the superseded data were derived.
 CR1058
 CR1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0577536384(NAD 83)
 CR1058_MARKER: DH = HORIZONTAL CONTROL DISK
 CR1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1058_SP_SET: CONCRETE POST
 CR1058_STAMPING: WARD 1986
 CR1058_MARK LOGO: NGS   
 CR1058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CR1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1058+STABILITY: SURFACE MOTION
 CR1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1058+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1993
 CR1058
 CR1058  HISTORY     - Date     Condition        Report By
 CR1058  HISTORY     - 1986     MONUMENTED       LADTD
 CR1058  HISTORY     - 1986     GOOD             LADTD
 CR1058  HISTORY     - 19871120 GOOD             NGS
 CR1058  HISTORY     - 19880114 GOOD
 CR1058  HISTORY     - 19910924 GOOD             LADTD
 CR1058  HISTORY     - 19920310 GOOD
 CR1058  HISTORY     - 19930418 GOOD             LADTD
 CR1058  HISTORY     - 19930418 GOOD             NOS
 CR1058  HISTORY     - 19940817 GOOD             LADTD
 CR1058  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CR1058
 CR1058                          STATION DESCRIPTION
 CR1058
 CR1058'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CR1058'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF VIVIAN, AT
 CR1058'THE VIVIAN AIRPORT, BETWEEN THE APRON AND RUNWAY AND WEST OF THE
 CR1058'APPROACH TO THE RUNWAY.
 CR1058'OWNERSHIP--MR. W.B. ROWE JR., P.O. BOX 872, VIVIAN, LA. 71082, FOR
 CR1058'ENTRANCE INTO THE AIRFIELD CONTACT MR. JOE SHEERAN, P.O. BOX 592,
 CR1058'VIVIAN, LA. 71082, TELEPHONE 318-375-5140.
 CR1058'
 CR1058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 2
 CR1058'AND AIRPORT RD IN VIVIAN, GO WEST ON AIRPORT RD FOR 2.3 KM (1.4 MI)
 CR1058'TO THE AIRPORT, THENCE GO SOUTHEAST FOR 0.4 KM (0.25 MI) ACROSS
 CR1058'PARKING AREA, PAST THE OFFICE BUILDING AND WARD HANGAR TO THE
 CR1058'RUNWAY APPROACH AND THE STATION SET ON THE RIGHT IN A GRASSY AREA.
 CR1058'
 CR1058'THE STATION IS A STANDARD NGS DISK
 CR1058'STAMPED---WARD 1986---,
 CR1058'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CR1058'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CR1058'88.7 METERS (291 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 CR1058'METAL HANGAR AND WINDSOCK,
 CR1058'22.9 METERS (75 FT) SOUTH FROM THE SOUTH EDGE OF A PARKING APRON
 CR1058'AREA FOR PLANES,
 CR1058'15.8 METERS (52 FT) WEST FROM THE CENTER OF APPROACH TO RUNWAY,
 CR1058'15.8 METERS (52 FT) EAST-NORTHEAST FROM A CLEAR DOME HORIZON RUNWAY
 CR1058'LIGHT AND
 CR1058'7.3 METERS (24 FT) NORTH FROM THE NORTH EDGE OF THE RUNWAY.
 CR1058'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CR1058'STAMPED---WARD 1986---,
 CR1058'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CR1058'
 CR1058'DESCRIBED BY S.L. CRAIN.
 CR1058
 CR1058                          STATION RECOVERY (1986)
 CR1058
 CR1058'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CR1058'RECOVERED IN GOOD CONDITION.
 CR1058
 CR1058                          STATION RECOVERY (1987)
 CR1058
 CR1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CR1058'RECOVERED IN GOOD CONDITION.
 CR1058
 CR1058                          STATION RECOVERY (1988)
 CR1058
 CR1058'RECOVERED 1988
 CR1058'RECOVERED IN GOOD CONDITION.
 CR1058
 CR1058                          STATION RECOVERY (1991)
 CR1058
 CR1058'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CR1058'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) NORTHWEST OF
 CR1058'SHREVEPORT, 2.0 MI (3.2 KM) SOUTHWEST OF VIVIAN, AT THE VIVIAN
 CR1058'AIRPORT, BETWEEN THE APORN AND RUNWAY AND WEST OF THE APPROACH TO THE
 CR1058'RUNWAY.  OWNERSHIP--MR. W. B. ROWE JR., P.O. BOX 872, VIVIAN, LA.
 CR1058'71082, FOR ENTRANCE INTO THE AIRFIELD CONTACT MR. RICK MCMILLAN,
 CR1058'MAYOR OF VIVIAN.
 CR1058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 2 AND
 CR1058'AIRPORT RD IN VIVIAN, GO WEST FOR 1.25 MI (2.01 KM) ON AIRPORT RD TO
 CR1058'THE AIRPORT, THEN GO SOUTHEAST FOR 0.25 MI (0.40 KM) ACROSS A PARKING
 CR1058'AREA, PAST THE OFFICE BUILDING AND WARD HANGAR TO THE RUNWAY APPROACH
 CR1058'AND THE STATION SET ON THE RIGHT IN A GRASSY AREA.
 CR1058'THE STATION IS 291.0 FT (88.7 M) EAST-SOUTHEAST FROM THE SOUTHEAST
 CR1058'CORNER OF A METAL HANGAR AND WINDSOCK, 75.0 FT (22.9 M) SOUTH FROM
 CR1058'THE SOUTH EDGE OF A PARKING APRON AREA FOR PLANES, 61.0 FT (18.6 M)
 CR1058'NORTH FROM THE CENTER OF THE RUNWAY, 52.0 FT (15.8 M) WEST FROM THE
 CR1058'CENTER OF APPROACH TO RUNWAY, 52.0 FT (15.8 M) EAST-NORTHHEAST FROM A
 CR1058'CLEAR DOME HORIZON RUNWAY LIGHT AND 24.0 FT (7.3 M) NORTH FROM THE
 CR1058'NORTH EDGE OF THE RUNWAY, 2.0 FT (0.6 M) EAST FROM A FIBERGLASS
 CR1058'WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 CR1058'RUNWAY.
 CR1058
 CR1058                          STATION RECOVERY (1992)
 CR1058
 CR1058'RECOVERED 1992
 CR1058'RECOVERED IN GOOD CONDITION.
 CR1058
 CR1058                          STATION RECOVERY (1993)
 CR1058
 CR1058'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 CR1058'RECOVERED IN GOOD CONDITION.
 CR1058
 CR1058                          STATION RECOVERY (1993)
 CR1058
 CR1058'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 CR1058'RECOVERED IN GOOD CONDITION.
 CR1058
 CR1058                          STATION RECOVERY (1994)
 CR1058
 CR1058'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (TLH)
 CR1058'RECOVERED AS DESCRIBED.
 CR1058
 CR1058                          STATION RECOVERY (2001)
 CR1058
 CR1058'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CR1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1057 ***********************************************************************
 CR1057  DESIGNATION -  WARD AZ MK
 CR1057  PID         -  CR1057
 CR1057  STATE/COUNTY-  LA/CADDO
 CR1057  USGS QUAD   -  TREES (1962)
 CR1057
 CR1057                         *CURRENT SURVEY CONTROL
 CR1057  ___________________________________________________________________
 CR1057* NAD 83(1992)-  32 51 41.26347(N)    094 00 52.16830(W)     ADJUSTED  
 CR1057* NAVD 88     -        74.869  (meters)     245.63   (feet)  ADJUSTED  
 CR1057  ___________________________________________________________________
 CR1057  X           -    -375,447.814 (meters)                     COMP
 CR1057  Y           -  -5,349,709.500 (meters)                     COMP
 CR1057  Z           -   3,441,089.281 (meters)                     COMP
 CR1057  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CR1057  ELLIP HEIGHT-          48.53  (meters)          (01/02/04) GPS OBS
 CR1057  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR1057  DYNAMIC HT  -          74.787 (meters)     245.36  (feet)  COMP
 CR1057  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CR1057
 CR1057  HORZ ORDER  -  THIRD
 CR1057  VERT ORDER  -  SECOND    CLASS I
 CR1057  ELLP ORDER  -  FOURTH    CLASS II
 CR1057
 CR1057.This mark is at Vivian Airport (3F4)
 CR1057
 CR1057.The horizontal coordinates were established by GPS observations
 CR1057.and adjusted by the National Geodetic Survey in February 1996..
 CR1057
 CR1057.The orthometric height was determined by differential leveling
 CR1057.and adjusted by the National Geodetic Survey in September 1998..
 CR1057
 CR1057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1057
 CR1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1057
 CR1057.The ellipsoidal height was determined by GPS observations
 CR1057.and is referenced to NAD 83.
 CR1057
 CR1057.The geoid height was determined by GEOID03.
 CR1057
 CR1057.The dynamic height is computed by dividing the NAVD 88
 CR1057.geopotential number by the normal gravity value computed on the
 CR1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1057.degrees latitude (g = 980.6199 gals.).
 CR1057
 CR1057.The modeled gravity was interpolated from observed gravity values.
 CR1057
 CR1057;                    North         East     Units Scale Factor Converg.
 CR1057;SPC LA N     -   262,830.856   858,242.646   MT  1.00005022   -0 48 02.6
 CR1057;SPC LA N     -   862,304.23  2,815,751.08   sFT  1.00005022   -0 48 02.6
 CR1057;UTM  15      - 3,636,384.788   405,080.573   MT  0.99971109   -0 33 01.8
 CR1057
 CR1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1057!SPC LA N     -   0.99999238  x   1.00005022  =   1.00004260
 CR1057!UTM  15      -   0.99999238  x   0.99971109  =   0.99970347
 CR1057
 CR1057                          SUPERSEDED SURVEY CONTROL
 CR1057
 CR1057  NAD 83(1992)-  32 51 41.26348(N)    094 00 52.16828(W) AD(       ) 3
 CR1057  ELLIP H (01/21/93)   48.65   (m)                       GP(       ) 4 2
 CR1057  NAD 83(1986)-  32 51 41.27631(N)    094 00 52.15861(W) AD(       ) 3
 CR1057  NAD 27      -  32 51 40.76769(N)    094 00 51.49424(W) AD(       ) 3
 CR1057  NGVD 29 (11/20/87)   75.2    (m)          247.     (f) GPS OBS        
 CR1057
 CR1057.Superseded values are not recommended for survey control.
 CR1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1057.See file dsdata.txt to determine how the superseded data were derived.
 CR1057
 CR1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0508136385(NAD 83)
 CR1057_MARKER: DZ = AZIMUTH MARK DISK
 CR1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1057_STAMPING: WARD 1986
 CR1057_MARK LOGO: NGS   
 CR1057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CR1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1057+STABILITY: SURFACE MOTION
 CR1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1057+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1987
 CR1057
 CR1057  HISTORY     - Date     Condition        Report By
 CR1057  HISTORY     - 1986     MONUMENTED       LADTD
 CR1057  HISTORY     - 19870420 GOOD
 CR1057  HISTORY     - 19940817 GOOD             LADTD
 CR1057
 CR1057                          STATION DESCRIPTION
 CR1057
 CR1057'DESCRIBED BY LA TRANSP AND DEV 1986 (SLC)
 CR1057'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF VIVIAN, AT
 CR1057'THE VIVIAN AIRPORT, NEAR THE END OF RUNWAY 9.
 CR1057'OWNERSHIP--MR. W.B. ROWE JR., P.O. BOX 872, VIVIAN, LA. 71082, FOR
 CR1057'ENTRANCE INTO THE AIRFIELD CONTACT MR. JOE SHEERAN, P.O. BOX 592,
 CR1057'VIVIAN, LA. 71082, TELEPHONE 318-375-5140.
 CR1057'
 CR1057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 2
 CR1057'AND AIRPORT RD IN VIVIAN, GO WEST ON AIRPORT RD FOR 2.3 KM (1.4 MI)
 CR1057'TO THE AIRPORT, THENCE GO SOUTHEAST FOR 0.4 KM (0.25 MI) ACROSS
 CR1057'PARKING AREA, PAST THE OFFICE BUILDING AND WARD HANGAR TO THE
 CR1057'RUNWAY APPROACH, THENCE ABOUT 100 FEET SOUTH ON THE APPROACH TO THE
 CR1057'RUNWAY, THENCE RIGHT, WEST ON THE RUNWAY FOR 0.7 KM (0.45 MI) TO
 CR1057'THE STATION ON THE RIGHT NEAR THE END OF RUNWAY 9, SET ON A
 CR1057'PROJECTED LINE NORTH OF THE EAST END OF 8 WHITE LINES PAINTED ON
 CR1057'THE RUNWAY.
 CR1057'
 CR1057'THE STATION IS A STANDARD NGS DISK
 CR1057'STAMPED---WARD 1986---,
 CR1057'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CR1057'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CR1057'55 METERS (180.5 FT) EAST-NORTHEAST FROM A GREEN DOME RUNWAY LIGHT
 CR1057'AT THE END OF RUNWAY 9,
 CR1057'54.3 METERS (178 FT) NORTHEAST FROM THE CENTER END OF RUNWAY 9,
 CR1057'9.8 METERS (32 FT) NORTHWEST FROM A CLEAR DOME HORIZON RUNWAY LIGHT
 CR1057'AND
 CR1057'5.8 METERS (19 FT) NORTH FROM THE NORTH EDGE OF THE RUNWAY.
 CR1057'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CR1057'STAMPED---WARD 1986---,
 CR1057'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CR1057'
 CR1057'DESCRIBED BY S.L. CRAIN.
 CR1057
 CR1057                          STATION RECOVERY (1987)
 CR1057
 CR1057'RECOVERED 1987
 CR1057'RECOVERED IN GOOD CONDITION.
 CR1057
 CR1057                          STATION RECOVERY (1994)
 CR1057
 CR1057'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (TLH)
 CR1057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4609 ***********************************************************************
 BJ4609  DESIGNATION -  WARD FOUR
 BJ4609  PID         -  BJ4609
 BJ4609  STATE/COUNTY-  LA/LIVINGSTON
 BJ4609  USGS QUAD   -  ALBANY (1974)
 BJ4609
 BJ4609                         *CURRENT SURVEY CONTROL
 BJ4609  ___________________________________________________________________
 BJ4609* NAD 83(1992)-  30 36 04.12109(N)    090 36 44.12312(W)     ADJUSTED  
 BJ4609* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 BJ4609  ___________________________________________________________________
 BJ4609  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4609  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ4609
 BJ4609  HORZ ORDER  -  FIRST
 BJ4609
 BJ4609.The horizontal coordinates were established by classical geodetic methods
 BJ4609.and adjusted by the National Geodetic Survey in January 1993..
 BJ4609
 BJ4609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4609
 BJ4609.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4609
 BJ4609.The geoid height was determined by GEOID03.
 BJ4609
 BJ4609;                    North         East     Units Scale Factor Converg.
 BJ4609;SPC LA S     -   233,121.668 1,069,149.072   MT  0.99998047   +0 21 38.0
 BJ4609;SPC LA S     -   764,833.34  3,507,699.91   sFT  0.99998047   +0 21 38.0
 BJ4609;UTM  15      - 3,387,829.251   728,923.861   MT  1.00024654   +1 12 57.7
 BJ4609
 BJ4609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4609!SPC LA S     -   1.00000013  x   0.99998047  =   0.99998060
 BJ4609!UTM  15      -   1.00000013  x   1.00024654  =   1.00024667
 BJ4609
 BJ4609|---------------------------------------------------------------------|
 BJ4609| PID    Reference Object                     Distance      Geod. Az  |
 BJ4609|                                                           dddmmss.s |
 BJ4609| CW1618 WARD FOUR RM 1                       42.640 METERS 01516     |
 BJ4609| BJ4190 INDEPENDENCE MUNICIPAL TANK         APPROX.11.4 KM 0704432.0 |
 BJ4609| CW1620 WARD FOUR RM 3                       37.000 METERS 07506     |
 BJ4609| BJ4188 NATALBANY LUMBER CO TANK            APPROX.13.6 KM 1152327.8 |
 BJ4609| BJ4178 HAMMOND MUNICIPAL TANK              APPROX.18.3 KM 1272832.3 |
 BJ4609| BJ4627 FUNSTON ECC RM 1 1970               APPROX.11.0 KM 1644714.0 |
 BJ4609| CW1619 WARD FOUR RM 2                       34.555 METERS 22401     |
 BJ4609| BJ4634 LIVINGSTON MAGNOLIA GAS MW          APPROX.11.4 KM 2444314.0 |
 BJ4609| CW1616 WARD FOUR AZ MK                                    3193326.6 |
 BJ4609| CW1617 WARD FOUR AZ MK 2                                  3223420.2 |
 BJ4609| BJ4636 MONTPELIER ATT MICROWAVE            APPROX. 9.9 KM 3245724.1 |
 BJ4609|---------------------------------------------------------------------|
 BJ4609
 BJ4609                          SUPERSEDED SURVEY CONTROL
 BJ4609
 BJ4609  NAD 83(1986)-  30 36 04.13726(N)    090 36 44.12086(W) AD(       ) 1
 BJ4609  NAD 27      -  30 36 03.46150(N)    090 36 43.78402(W) AD(       ) 1
 BJ4609  NGVD 29 (07/19/86)   26.3    (m)           86.     (f) VERT ANG       
 BJ4609
 BJ4609.Superseded values are not recommended for survey control.
 BJ4609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4609.See file dsdata.txt to determine how the superseded data were derived.
 BJ4609
 BJ4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP2892487829(NAD 83)
 BJ4609_MARKER: DS = TRIANGULATION STATION DISK
 BJ4609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4609
 BJ4609  HISTORY     - Date     Condition        Report By
 BJ4609  HISTORY     - 1939     MONUMENTED       CGS
 BJ4609  HISTORY     - 1954     GOOD             CGS
 BJ4609  HISTORY     - 1970     GOOD             NGS
 BJ4609
 BJ4609                          STATION DESCRIPTION
 BJ4609
 BJ4609'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (LBQ)
 BJ4609'THE STATION IS 7.75 MILES W BY N OF TICKFAW AND 6.75 MILES
 BJ4609'N OF W OF ALBANY, IN SECTION 21, T 5 S, R 6 E.
 BJ4609'
 BJ4609'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4609'DISKS SET IN CONCRETE.
 BJ4609'
 BJ4609'REFERENCE MARK NO. 1 IS 42.640 METERS, (139.90 FEET), NNW
 BJ4609'OF THE STATION, AND 74 FEET N OF THE CENTER LINE OF THE GRAVEL
 BJ4609'ROAD.  MARK PROJECTS 6 INCHES ABOVE THE GROUND, AND
 BJ4609'IS STAMPED WARD FOUR NO. 1 1939.
 BJ4609'
 BJ4609'REFERENCE MARK NO. 2 IS 34.618 METERS, (113.58 FEET), SW OF
 BJ4609'THE STATION AND 10 FEET W OF THE CENTER LINE OF A LANE.  MARK,
 BJ4609'PROJECTS 6 INCHES ABOVE THE GROUND, AND IS STAMPED
 BJ4609'WARD FOUR NO. 2 1939.
 BJ4609'
 BJ4609'THE AZIMUTH MARK IS 0.25 MILE WNW OF THE STATION.  TO REACH
 BJ4609'IT FROM THE STATION, GO NW ON THE GRAVEL ROAD FOR 0.25 MILE.
 BJ4609'TURN LEFT (S) ON THE DIRT ROAD AND GO 0.05 MILE TO THE MARK
 BJ4609'ON THE RIGHT, 30 FEET W OF THE CENTER LINE OF THE DIRT ROAD.
 BJ4609'MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BJ4609'STAMPED WARD FOUR 1939.
 BJ4609'
 BJ4609'TO REACH THE STATION FROM THE RAILROAD STATION IN ALBANY.  GO
 BJ4609'E ON DIRT STREET FOR 0.05 MILE TO A GRAVEL ROAD LEADING N
 BJ4609'(LOUISIANA STATE ROUTE 46).  TURN LEFT (N) ON THIS GRAVEL
 BJ4609'ROAD AND GO 7.2 MILES TO THE STATION ON THE LEFT, IN THE NE
 BJ4609'CORNER OF THE FOURTH WARD SCHOOLYARD.  THE STATION IS 57 FEET
 BJ4609'NW OF THE CENTER LINE OF GRAVEL ROAD.  180 FEET N OF THE NE
 BJ4609'CORNER OF THE SCHOOL.  AND 34 FEET E OF AN OAK TREE WHICH IS
 BJ4609'SURROUNDED BY A CIRCULAR MOUND OF SOD.  MARK
 BJ4609'IS FLUSH WITH THE SURFACE OF THE GROUND, AND IS STAMPED WARD
 BJ4609'FOUR 1939.
 BJ4609'
 BJ4609'A 103-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT HOLY HILL
 BJ4609'
 BJ4609'A 103-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT COSTANZA
 BJ4609'
 BJ4609'A 103-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT MT.
 BJ4609'STEVENS
 BJ4609'
 BJ4609'A 103-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT BUELL
 BJ4609'
 BJ4609'A 103-FOOT TOWER IS NEEDED TO SEE A 116-FOOT TOWER AT FUNSTON
 BJ4609'ECC.
 BJ4609'
 BJ4609'A 103-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT ALLEN
 BJ4609'(L.G.S.)
 BJ4609'
 BJ4609'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BJ4609
 BJ4609                          STATION RECOVERY (1954)
 BJ4609
 BJ4609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4609'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4609'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION
 BJ4609'WITHOUT CONSIDERABLE CLEARING.  A NEW DESCRIPTION FOLLOWS--
 BJ4609'
 BJ4609'THE STATION IS LOCATED ABOUT 7.75 MI. W-NW OF TICKFAW, 6.75
 BJ4609'MI. N-NW OF ALBANY, AND IN THE NW CORNER OF THE SCHOOL GROUND
 BJ4609'OF THE WARD FOUR SCHOOL.  IT IS 180 FT. N OF THE NE CORNER
 BJ4609'OF THE SCHOOL BUILDING, 34 FT. E OF AN OAK TREE SURROUNDED BY
 BJ4609'A CIRCULAR MOUND OF DIRT, 57 FT. NW OF THE CENTERLINE OF STATE
 BJ4609'HIGHWAY 46, 69 FT. NW OF THE NW END OF THE SIDEWALK LEADING
 BJ4609'TO THE SCHOOL, AND 2 FT. S OF A FENCE LINE.  IT IS A STANDARD
 BJ4609'DISK, STAMPED WARD FOUR 1939 AND IS FLUSH WITH THE SURFACE
 BJ4609'OF THE GROUND.
 BJ4609'
 BJ4609'REFERENCE MARK 1 IS 139.90 FT. N-NE OF THE STATION, 74 FT. N
 BJ4609'OF THE CENTERLINE OF STATE HIGHWAY 46, AND 87 FT. NW OF A
 BJ4609'POWER POLE WITH A TRANSFORMER.  IT IS A STANDARD DISK, STAMPED
 BJ4609'WARD FOUR NO 1 1939 AND PROJECTS 6 IN.
 BJ4609'
 BJ4609'REFERENCE MARK 2 IS 113.58 FT. SW OF THE STATION, 2 FT. SE
 BJ4609'OF A FENCE LINE, 18 FT. NW OF A FENCE LINE, AND 12 FT. NE OF
 BJ4609'A LARGE OAK TREE.  IT IS A STANDARD DISK, STAMPED WARD FOUR
 BJ4609'NO 2 1939 AND PROJECTS 6 IN.
 BJ4609'
 BJ4609'THE AZIMUTH MARK IS 0.25 MI. NW OF THE STATION, AND 30 FT.
 BJ4609'W OF THE CENTERLINE OF A DIM WOODS ROAD.  IT IS A STANDARD
 BJ4609'DISK, STAMPED WARD FOUR 1939 AND PROJECTS 8 IN.  TO REACH THE
 BJ4609'AZIMUTH MARK FROM THE STATION, GO NW ON A GRAVEL ROAD FOR
 BJ4609'0.25 MI. TO A DIM SIDE ROAD LEFT.  TURN SHARP LEFT AND GO 132
 BJ4609'PACES TO THE MARK ON THE RIGHT.
 BJ4609'
 BJ4609'TO REACH THE STATION FROM THE RAILROAD STATION IN ALBANY,
 BJ4609'GO E FOR 0.05 MI. TO STATE ROAD 46, TURN LEFT ON STATE ROAD
 BJ4609'46 AND GO 7.2 MI. TO THE WARD FOUR SCHOOL AND THE STATION ON
 BJ4609'THE LEFT.
 BJ4609
 BJ4609                          STATION RECOVERY (1970)
 BJ4609
 BJ4609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4609'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 BJ4609'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 BJ4609'PROBABLY DESTROYED WHEN THE FIELD WAS CLEARED AS NO TRACE OF THE
 BJ4609'MONUMENT COULD BE FOUND.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 BJ4609'STATION DUE TO THE TALL TIMBER IN THE IMMEDIATE VICINITY.  A NEW
 BJ4609'AZIMUTH MARK AND REFERENCE MARK 3 WERE ESTABLISHED BY THIS PARTY.
 BJ4609'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 BJ4609'
 BJ4609'THE STATION IS LOCATED ABOUT 7-3/4 MILES WEST-NORTHWEST OF TICKFAW,
 BJ4609'6-3/4 MILES NORTH-NORTHWEST OF ALBANY AND 6 MILES SOUTHEAST OF
 BJ4609'MONTPELIER, IN THE NORTHWEST CORNER OF THE SCHOOL GROUND OF THE
 BJ4609'WARD FOUR SCHOOL, OPERATED BY THE LIVINGSTON PARISH SCHOOL BOARD,
 BJ4609'MR. M.E.  CURTIS, SUPERINTENDERE OF BOARD OFFICES IN LIVINGSTON.
 BJ4609'
 BJ4609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BJ4609'HIGHWAY 43, 0.05 MILE EAST OF THE RAILROAD STATION, IN ALBANY, GO
 BJ4609'NORTHERLY ON HIGHWAY 43 FOR 5.0 MILES TO A CROSSROAD, STATE HIGHWAY
 BJ4609'442.  CONTINUE NORTHERLY ON HIGHWAY 43 FOR 2.45 MILES TO THE
 BJ4609'SCHOOL BUILDING AND THE STATION ON THE LEFT.
 BJ4609'
 BJ4609'THE STATION MARK IS A STANDARD DISK STAMPED WARD FOUR 1939, SET IN
 BJ4609'THE TOP OF A 16-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 BJ4609'GROUND SURFACE.  IT IS 180 FEET NORTH OF THE NORTHWEST CORNER OF
 BJ4609'THE SCHOOL BUILDING, 55.5 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 BJ4609'43, 34.5 FEET EAST OF A 24-INCH OAK TREE, 7.5 FEET WEST OF A
 BJ4609'METAL WITNESS POST AND 2 FEET SOUTHWEST OF A WIRE FENCE.
 BJ4609'
 BJ4609'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WARD FOUR NO 2 1939, SET
 BJ4609'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 BJ4609'ABOVE THE GROUND SURFACE.  IT IS 56 FEET WEST OF THE NORTHWEST
 BJ4609'CORNER OF THE LUNCH ROOM BUILDING, 18 FEET WEST OF A BOUNDARY FENCE
 BJ4609'AND 12.5 FEET NORTH OF A 24-INCH BLACK OAK TREE.
 BJ4609'
 BJ4609'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WARD FOUR 1939 NO 3 1970,
 BJ4609'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ4609'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 46 FEET SOUTHWEST
 BJ4609'OF A POWER POLE WITH TRANSFORMER, 40 FEET NORTHEAST OF THE CENTER OF
 BJ4609'HIGHWAY 43 AND 1.5 FEET SOUTHWEST OF A WIRE FENCE.
 BJ4609'
 BJ4609'THE 1939 AZIMUTH MARK IS A STANDARD DISK STAMPED WARD FOUR 1939, SET
 BJ4609'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 BJ4609'ABOVE THE GROUND SURFACE.  IT IS 105 PACES SOUTH-SOUTHWEST OF
 BJ4609'HIGHWAY 43 AND 30 FEET WEST OF A DIM WOODS ROAD.
 BJ4609'
 BJ4609'THE NEW AZIMUTH MARK IS A STANDARD DISK STAMPED WARD FOUR 1939 NO
 BJ4609'2 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BJ4609'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 48.5 FEET
 BJ4609'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 43, 2 FEET
 BJ4609'EAST-NORTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A WIRE
 BJ4609'FENCE.
 BJ4609'
 BJ4609'TO REACH THE NEW AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 BJ4609'HIGHWAY 43 FOR 0.15 MILE TO WHERE THE ROAD CURVES TO THE RIGHT AND
 BJ4609'THE AZIMUTH MARK ON THE LEFT.
 BJ4609'
 BJ4609'TO REACH THE 1939 AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 BJ4609'HIGHWAY 43 FOR 0.25 MILE TO A 30-INCH PIPE UNDER ROADWAY, AN ABANDON
 BJ4609'ROAD OVERGROWN WITH BRUSH ON THE LEFT AND THE AZIMUTH MARK ON THE
 BJ4609'LEFT AS DESCRIBED.
 BJ4609'
 BJ4609'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 BJ4609'
 BJ4609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-3/4 MILES
 BJ4609'NORTH-NORTHWEST OF ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2106 ***********************************************************************
 CQ2106  DESIGNATION -  WARD RM 1
 CQ2106  PID         -  CQ2106
 CQ2106  STATE/COUNTY-  LA/RED RIVER
 CQ2106  USGS QUAD   -  EAST POINT (1979)
 CQ2106
 CQ2106                         *CURRENT SURVEY CONTROL
 CQ2106  ___________________________________________________________________
 CQ2106* NAD 83(1992)-  32 09 52.66377(N)    093 28 49.46016(W)     ADJUSTED  
 CQ2106* NAVD 88     -        43.379  (meters)     142.32   (feet)  ADJUSTED  
 CQ2106  ___________________________________________________________________
 CQ2106  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CQ2106  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ2106  DYNAMIC HT  -          43.329 (meters)     142.16  (feet)  COMP
 CQ2106  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CQ2106
 CQ2106  HORZ ORDER  -  SECOND
 CQ2106  VERT ORDER  -  FIRST     CLASS I
 CQ2106
 CQ2106.The horizontal coordinates were established by classical geodetic methods
 CQ2106.and adjusted by the National Geodetic Survey in January 1993..
 CQ2106
 CQ2106.The orthometric height was determined by differential leveling
 CQ2106.and adjusted by the National Geodetic Survey in February 1994..
 CQ2106
 CQ2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2106
 CQ2106.The geoid height was determined by GEOID03.
 CQ2106
 CQ2106.The dynamic height is computed by dividing the NAVD 88
 CQ2106.geopotential number by the normal gravity value computed on the
 CQ2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2106.degrees latitude (g = 980.6199 gals.).
 CQ2106
 CQ2106.The modeled gravity was interpolated from observed gravity values.
 CQ2106
 CQ2106;                    North         East     Units Scale Factor Converg.
 CQ2106;SPC LA N     -   184,984.620   907,532.598   MT  0.99992399   -0 31 06.0
 CQ2106;SPC LA N     -   606,903.71  2,977,463.20   sFT  0.99992399   -0 31 06.0
 CQ2106;UTM  15      - 3,558,784.886   454,704.158   MT  0.99962530   -0 15 20.7
 CQ2106
 CQ2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2106!SPC LA N     -   0.99999725  x   0.99992399  =   0.99992124
 CQ2106!UTM  15      -   0.99999725  x   0.99962530  =   0.99962255
 CQ2106
 CQ2106|---------------------------------------------------------------------|
 CQ2106| PID    Reference Object                     Distance      Geod. Az  |
 CQ2106|                                                           dddmmss.s |
 CQ2106| CQ2105 WARD                                 21.268 METERS 00036     |
 CQ2106| CQ3150 DESOTA                              APPROX. 5.2 KM 2334656.8 |
 CQ2106|---------------------------------------------------------------------|
 CQ2106
 CQ2106                          SUPERSEDED SURVEY CONTROL
 CQ2106
 CQ2106  NAD 83(1986)-  32 09 52.67606(N)    093 28 49.45538(W) AD(       ) 2
 CQ2106  NAD 27      -  32 09 52.10244(N)    093 28 48.82624(W) AD(       ) 2
 CQ2106  NAVD 88 (06/15/91)   43.379  (m)          142.32   (f) UNKNOWN     1 1
 CQ2106  NGVD 29 (??/??/??)   43.434  (m)          142.50   (f) ADJUSTED    1 1
 CQ2106
 CQ2106.Superseded values are not recommended for survey control.
 CQ2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2106.See file dsdata.txt to determine how the superseded data were derived.
 CQ2106
 CQ2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR5470458785(NAD 83)
 CQ2106_MARKER: DR = REFERENCE MARK DISK
 CQ2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2106_SP_SET: CONCRETE POST
 CQ2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2106+STABILITY: SURFACE MOTION
 CQ2106
 CQ2106  HISTORY     - Date     Condition        Report By
 CQ2106  HISTORY     - 1969     MONUMENTED       LADTD
 CQ2106  HISTORY     - 1977     GOOD             NGS
 CQ2106  HISTORY     - 19970916 MARK NOT FOUND   USPSQD
 CQ2106
 CQ2106                          STATION DESCRIPTION
 CQ2106
 CQ2106'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ2106'THE STATION IS LOCATED 4 MILES SOUTH OF HOWARD AND 2 MILES NORTH
 CQ2106'OF THE INTERSECTION OF STATE HIGHWAY 509 AND STATE HIGHWAY 1
 CQ2106'AND ON PROPERTY OWNED BY TEXAS AND PACIFIC RAILROAD.
 CQ2106'
 CQ2106'REFERENCE MARK NO. 1 IS 69.76 FEET SOUTHWEST OF THE STATION.  IT
 CQ2106'IS 5.70 FEET EAST OF THE EAST RAIL ON THE MAIN LINE OF THE TEXAS
 CQ2106'AND PACIFIC RAILROAD, 131.50 FEET WEST OF CENTER OF STATE HIGHWAY
 CQ2106'1, 117.40 FEET SOUTH OF CENTER OF GRAVEL ROAD LEADING WEST ACROSS
 CQ2106'TRACKS, 92.50 FEET SOUTHWEST OF A POWER POLE AND 64.50 FEET WEST
 CQ2106'OF NORTH GRAIN SILO.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 CQ2106'AND U.S. COAST AND GEODETIC SURVEY DISK STAMPED R.M. NO. 1 WARD
 CQ2106'1969 PROJECTING 2 INCHES.
 CQ2106'
 CQ2106'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 47.63 FEET.
 CQ2106'
 CQ2106'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1
 CQ2106'AND STATE HIGHWAY 509, FOLLOW STATE HIGHWAY 1 NORTH FOR 2 MILES
 CQ2106'TO STATION SET NEAR RAILROAD.
 CQ2106
 CQ2106                          STATION RECOVERY (1977)
 CQ2106
 CQ2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ2106'16.0 MI NW FROM COUSHATTA.
 CQ2106'2.5 MILES WEST ALONG US HIGHWAY 84 FROM THE KANSAS CITY SOUTHERN
 CQ2106'RAILWAY STATATION, THENCE 8.5 MILES NORTHWEST ALONG US HIGHWAY
 CQ2106'84 AND STATE HIGHWAY 1, THENCE 5.5 MILES NORTH ALONG STATE HIGH-
 CQ2106'WAY 1, 146 FEET WEST OF THE CENTER LINE OF HIGHWAY, 70 FEET SOUTH
 CQ2106'OF STATION, 117 FEET SOUTH OF THE CENTER OF A SIDE ROAD, 24 FEET
 CQ2106'WEST OF A POWERLINE POLE, AND 6 FEET EAST OF THE EAST RAIL OF
 CQ2106'TEXAS AND PACIFIC RAILROAD.
 CQ2106
 CQ2106                          STATION RECOVERY (1997)
 CQ2106
 CQ2106'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ2106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1028 ***********************************************************************
 CP1028  DESIGNATION -  WARDEN BOLT
 CP1028  PID         -  CP1028
 CP1028  STATE/COUNTY-  LA/RICHLAND
 CP1028  USGS QUAD   -  EPPS (1986)
 CP1028
 CP1028                         *CURRENT SURVEY CONTROL
 CP1028  ___________________________________________________________________
 CP1028* NAD 83(1986)-  32 32 17.     (N)    091 29 50.     (W)     SCALED    
 CP1028* NAVD 88     -        26.89   (+/-2cm)      88.2    (feet)  VERTCON   
 CP1028  ___________________________________________________________________
 CP1028  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP1028
 CP1028  VERT ORDER  -  ? (See Below)
 CP1028
 CP1028.The horizontal coordinates were scaled from a topographic map and have
 CP1028.an estimated accuracy of +/- 6 seconds.
 CP1028
 CP1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1028.The vertical order pertains to the NGVD 29 superseded value.
 CP1028
 CP1028.The geoid height was determined by GEOID03.
 CP1028
 CP1028;                    North         East    Units  Estimated Accuracy
 CP1028;SPC LA N     -   226,410.    1,094,190.      MT  (+/- 180 meters Scaled)
 CP1028
 CP1028                          SUPERSEDED SURVEY CONTROL
 CP1028
 CP1028  NGVD 29 (??/??/92)   26.949  (m)           88.42   (f) ADJ UNCH    ?  
 CP1028
 CP1028.Superseded values are not recommended for survey control.
 CP1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1028.See file dsdata.txt to determine how the superseded data were derived.
 CP1028
 CP1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS411010(NAD 83)
 CP1028_MARKER: B = BOLT
 CP1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1028_SP_SET: STONE
 CP1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1028+STABILITY: SURFACE MOTION
 CP1028
 CP1028  HISTORY     - Date     Condition        Report By
 CP1028  HISTORY     - UNK      MONUMENTED       DOD
 CP1028  HISTORY     - 1934     GOOD             DOD
 CP1028  HISTORY     - 1935     GOOD             NGS
 CP1028
 CP1028                          STATION DESCRIPTION
 CP1028
 CP1028'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1028'6 MI N FROM DELHI.
 CP1028'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 6 MILES NORTH OF DELHI,
 CP1028'RICHLAND PARISH, LA., ON PROPERTY OF H.D. WARDEN IN THE TOWN OF
 CP1028'WARDEN, LA., FORMERLY KNOWN AS RICHLAND.  45 FEET WEST OF CENTERLINE
 CP1028'OF PAVED HIGHWAY NO. 16, SEC. 24, T18N, R9E.
 CP1028
 CP1028                          STATION RECOVERY (1935)
 CP1028
 CP1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CP1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1027 ***********************************************************************
 CP1027  DESIGNATION -  WARDEN CAP
 CP1027  PID         -  CP1027
 CP1027  STATE/COUNTY-  LA/RICHLAND
 CP1027  USGS QUAD   -  EPPS (1986)
 CP1027
 CP1027                         *CURRENT SURVEY CONTROL
 CP1027  ___________________________________________________________________
 CP1027* NAD 83(1992)-  32 32 16.83029(N)    091 29 50.88838(W)     ADJUSTED  
 CP1027* NAVD 88     -        28.131  (meters)      92.29   (feet)  ADJUSTED  
 CP1027  ___________________________________________________________________
 CP1027  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CP1027  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CP1027  DYNAMIC HT  -          28.099 (meters)      92.19  (feet)  COMP
 CP1027  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 CP1027
 CP1027  HORZ ORDER  -  SECOND
 CP1027  VERT ORDER  -  SECOND    CLASS 0
 CP1027
 CP1027.The horizontal coordinates were established by classical geodetic methods
 CP1027.and adjusted by the National Geodetic Survey in May 1994..
 CP1027
 CP1027.The orthometric height was determined by differential leveling
 CP1027.and adjusted by the National Geodetic Survey in June 1991..
 CP1027
 CP1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1027
 CP1027.The geoid height was determined by GEOID03.
 CP1027
 CP1027.The dynamic height is computed by dividing the NAVD 88
 CP1027.geopotential number by the normal gravity value computed on the
 CP1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1027.degrees latitude (g = 980.6199 gals.).
 CP1027
 CP1027.The modeled gravity was interpolated from observed gravity values.
 CP1027
 CP1027;                    North         East     Units Scale Factor Converg.
 CP1027;SPC LA N     -   226,404.839 1,094,171.101   MT  0.99997319   +0 31 48.1
 CP1027;SPC LA N     -   742,796.54  3,589,793.02   sFT  0.99997319   +0 31 48.1
 CP1027;UTM  15      - 3,601,067.602   641,093.987   MT  0.99984548   +0 48 29.8
 CP1027
 CP1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1027!SPC LA N     -   0.99999969  x   0.99997319  =   0.99997288
 CP1027!UTM  15      -   0.99999969  x   0.99984548  =   0.99984517
 CP1027
 CP1027|---------------------------------------------------------------------|
 CP1027| PID    Reference Object                     Distance      Geod. Az  |
 CP1027|                                                           dddmmss.s |
 CP1027| CY5816 WARDEN RM 1                          28.383 METERS 05159     |
 CP1027| CY5817 WARDEN RM 2                          34.814 METERS 13210     |
 CP1027| CP2964 DELHI AT T MICROWAVE KGP 65         APPROX.10.7 KM 1574318.2 |
 CP1027| CP2961 DELHI MUNICIPAL TANK                APPROX. 9.1 KM 1765401.0 |
 CP1027| CP2970 DELHI UNION COMP CO TANK            APPROX. 8.8 KM 1815739.8 |
 CP1027| CP2973 DELHI LA PWR AND LT RAD KLY 85      APPROX. 8.7 KM 1904131.4 |
 CP1027| CP2975 HOLLY RIDGE PLINE RAD KDG 609       APPROX.12.2 KM 2305627.3 |
 CP1027| CY5815 WARDEN AZ MK                                       2635540.7 |
 CP1027| CP3119 ANDERSON                            APPROX. 8.9 KM 3033707.6 |
 CP1027|---------------------------------------------------------------------|
 CP1027
 CP1027                          SUPERSEDED SURVEY CONTROL
 CP1027
 CP1027  NAD 83(1992)-  32 32 16.83177(N)    091 29 50.88814(W) AD(       ) 2
 CP1027  NAD 83(1986)-  32 32 16.84206(N)    091 29 50.88175(W) AD(       ) 2
 CP1027  NAD 27      -  32 32 16.33931(N)    091 29 50.45669(W) AD(       ) 2
 CP1027  NGVD 29 (??/??/92)   28.19   (m)           92.5    (f) COMPUTED    2 0
 CP1027
 CP1027.Superseded values are not recommended for survey control.
 CP1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1027.See file dsdata.txt to determine how the superseded data were derived.
 CP1027
 CP1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4109401068(NAD 83)
 CP1027_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1027_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1027_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1027
 CP1027  HISTORY     - Date     Condition        Report By
 CP1027  HISTORY     - 1970     MONUMENTED       NGS
 CP1027  HISTORY     - 1934     GOOD             DOD
 CP1027
 CP1027                          STATION DESCRIPTION
 CP1027
 CP1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP1027'THE STATION IS LOCATED IN THE VILLAGE OF WARDEN WHICH IS ABOUT
 CP1027'5-1/2 MILES NORTH OF DELHI AND 4-3/4 MILES SOUTH-SOUTHWEST
 CP1027'OF EPPS.  IT IS ON A VACANT LOT OWNED BY MR. W.A. SOUTHALL WHO
 CP1027'OPERATES THE ESSO SERVICE STATION AND THE WARDEN POST OFFICE
 CP1027'THAT IS NORTHEAST ACROSS THE HIGHWAY FROM THE STATION SITE.
 CP1027'
 CP1027'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE
 CP1027'HIGHWAY 855 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT,
 CP1027'SOUTH SIDE OF ROAD.  AS DESCRIBED.
 CP1027'
 CP1027'STATION MARKS ARE STANDARD DISKS STAMPED WARDEN 1970.  THE
 CP1027'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP1027'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 118.7
 CP1027'FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE, 110 FEET WEST OF
 CP1027'THE CENTERLINE OF STATE HIGHWAY 17, 55 FEET NORTH OF THE
 CP1027'CENTERLINE OF STATE HIGHWAY 855 AND 96 FEET SOUTH-SOUTHWEST OF
 CP1027'A 20 INCH PECAN TREE.  THE UNDERGROUND MARK IS SET IN THE TOP
 CP1027'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CP1027'SURFACE.
 CP1027'
 CP1027'REFERENCE MARK 1, A STANDARD DISK STAMPED WARDEN NO 1 1970,
 CP1027'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP1027'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 112.5 FEET
 CP1027'SOUTHWEST OF MAIL BOX OF POST OFFICE, 106 FEET SOUTHEAST OF THE
 CP1027'SOUTHEAST CORNER OF HOUSE, 109 FEET NORTH OF THE CENTERLINE OF
 CP1027'STATE HIGHWAY 855, 98 FEET SOUTH OF POWERLINE POLE, 62 FEET
 CP1027'SOUTHEAST OF THE 20 INCH PECAN TREE AND 29 FEET WEST OF THE
 CP1027'CENTERLINE OF STATE HIGHWAY 17.
 CP1027'
 CP1027'REFERENCE MARK 2, A STANDARD DISK STAMPED WARDEN NO 2 1970, IS
 CP1027'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1027'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 41 FEET NORTHEAST
 CP1027'OF THE NORTHEAST CORNER OF A SMALL GREEN BUILDING, 38 FEET EAST
 CP1027'OF THE CENTERLINE OF STATE HIGHWAY 17, 26 FEET SOUTH OF THE
 CP1027'CENTERLINE OF STATE HIGHWAY 855, 25 FEET NORTHEAST OF A
 CP1027'POWERLINE POLE AND 1 FOOT WEST OF STOP SIGN.
 CP1027'
 CP1027'THE AZIMUTH MARK, A STANDARD DISK STAMPED WARDEN 1970, IS SET
 CP1027'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1027'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 41.5 FEET
 CP1027'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 855, 40 FEET NORTH OF
 CP1027'A 20 INCH OAK TREE, 26 FEET NORTHWEST OF THE NORTHWEST CORNER
 CP1027'OF HOUSE, 25 FEET EAST OF THE APPROXIMATE CENTER OF DIRT ROAD,
 CP1027'5.1 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1
 CP1027'FOOT NORTHWEST OF POWERLINE POLE.
 CP1027'
 CP1027'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 CP1027
 CP1027                          STATION RECOVERY (1934)
 CP1027
 CP1027'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1934
 CP1027'6 MI N FROM DELHI.
 CP1027'IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 6 MILES NORTH OF DELHI,
 CP1027'RICHLAND PARISH, LA., ON PROPERTY OF H.D. WARDEN IN THE TOWN OF
 CP1027'WARDEN, LA., FORMERLY KNOWN AS RICHLAND.  45 FEET WEST OF CENTERLINE
 CP1027'OF PAVED HIGHWAY NO. 16, SEC. 24, T18N, R9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2010 ***********************************************************************
 CQ2010  DESIGNATION -  WARDVIEW 1 BOLT
 CQ2010  PID         -  CQ2010
 CQ2010  STATE/COUNTY-  LA/BOSSIER
 CQ2010  USGS QUAD   -  WARDVIEW (1971)
 CQ2010
 CQ2010                         *CURRENT SURVEY CONTROL
 CQ2010  ___________________________________________________________________
 CQ2010* NAD 83(1986)-  32 58 25.     (N)    093 47 42.     (W)     SCALED    
 CQ2010* NAVD 88     -        58.58   (+/-2cm)     192.2    (feet)  VERTCON   
 CQ2010  ___________________________________________________________________
 CQ2010  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CQ2010
 CQ2010  VERT ORDER  -  ? (See Below)
 CQ2010
 CQ2010.The horizontal coordinates were scaled from a topographic map and have
 CQ2010.an estimated accuracy of +/- 6 seconds.
 CQ2010
 CQ2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2010.The vertical order pertains to the NGVD 29 superseded value.
 CQ2010
 CQ2010.The geoid height was determined by GEOID03.
 CQ2010
 CQ2010;                    North         East    Units  Estimated Accuracy
 CQ2010;SPC LA N     -   275,000.      878,940.      MT  (+/- 180 meters Scaled)
 CQ2010
 CQ2010                          SUPERSEDED SURVEY CONTROL
 CQ2010
 CQ2010  NGVD 29 (??/??/??)   58.634  (m)          192.37   (f) ADJUSTED    ?  
 CQ2010
 CQ2010.Superseded values are not recommended for survey control.
 CQ2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2010.See file dsdata.txt to determine how the superseded data were derived.
 CQ2010
 CQ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS257486(NAD 83)
 CQ2010_MARKER: B = BOLT
 CQ2010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2010
 CQ2010  HISTORY     - Date     Condition        Report By
 CQ2010  HISTORY     - UNK      MONUMENTED       DOD
 CQ2010  HISTORY     - 1931     GOOD             CGS
 CQ2010  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2010  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2010
 CQ2010                          STATION DESCRIPTION
 CQ2010
 CQ2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CQ2010'1 MI N FROM WARDVIEW.
 CQ2010'ABOUT 3,000 FEET NORTH OF THE CROSSROADS AT WARDVIEW, BOSSIER PARISH,
 CQ2010'1,918.6 FEET SOUTH OF R.M. 2 WARDVIEW (U.S.E.), DESCRIBED ABOVE, 42
 CQ2010'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 4 FEET NORTHEAST OF THE
 CQ2010'NORTHWEST CORNER OF A HOUSE.  A COPPER BOLT, SET IN THE TOP OF A STONE
 CQ2010'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ2010'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ2010
 CQ2010                          STATION RECOVERY (2001)
 CQ2010
 CQ2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2010'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2010
 CQ2010                          STATION RECOVERY (2002)
 CQ2010
 CQ2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2010'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2009 ***********************************************************************
 CQ2009  DESIGNATION -  WARDVIEW 1 CAP
 CQ2009  PID         -  CQ2009
 CQ2009  STATE/COUNTY-  LA/BOSSIER
 CQ2009  USGS QUAD   -  WARDVIEW (1971)
 CQ2009
 CQ2009                         *CURRENT SURVEY CONTROL
 CQ2009  ___________________________________________________________________
 CQ2009* NAD 83(1986)-  32 58 25.     (N)    093 47 42.     (W)     SCALED    
 CQ2009* NAVD 88     -        59.80   (+/-2cm)     196.2    (feet)  VERTCON   
 CQ2009  ___________________________________________________________________
 CQ2009  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CQ2009
 CQ2009  VERT ORDER  -  ? (See Below)
 CQ2009
 CQ2009.The horizontal coordinates were scaled from a topographic map and have
 CQ2009.an estimated accuracy of +/- 6 seconds.
 CQ2009
 CQ2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2009.The vertical order pertains to the NGVD 29 superseded value.
 CQ2009
 CQ2009.The geoid height was determined by GEOID03.
 CQ2009
 CQ2009;                    North         East    Units  Estimated Accuracy
 CQ2009;SPC LA N     -   275,000.      878,940.      MT  (+/- 180 meters Scaled)
 CQ2009
 CQ2009                          SUPERSEDED SURVEY CONTROL
 CQ2009
 CQ2009  NGVD 29 (??/??/??)   59.850  (m)          196.36   (f) ADJUSTED    ?  
 CQ2009
 CQ2009.Superseded values are not recommended for survey control.
 CQ2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2009.See file dsdata.txt to determine how the superseded data were derived.
 CQ2009
 CQ2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS257486(NAD 83)
 CQ2009_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ2009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2009
 CQ2009  HISTORY     - Date     Condition        Report By
 CQ2009  HISTORY     - UNK      MONUMENTED       DOD
 CQ2009  HISTORY     - 1931     GOOD             CGS
 CQ2009  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2009  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2009
 CQ2009                          STATION DESCRIPTION
 CQ2009
 CQ2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CQ2009'1 MI N FROM WARDVIEW.
 CQ2009'ABOUT 3,000 FEET NORTH OF THE CROSSROADS AT WARDVIEW, BOSSIER PARISH,
 CQ2009'1,918.6 FEET SOUTH OF R.M. 2 WARDVIEW (U.S.E.), DESCRIBED ABOVE, 42
 CQ2009'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 4 FEET NORTHEAST OF THE
 CQ2009'NORTHWEST CORNER OF A HOUSE.  AN IRON PIPE BEARING A CORPS OF
 CQ2009'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ2009
 CQ2009                          STATION RECOVERY (2001)
 CQ2009
 CQ2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2009
 CQ2009                          STATION RECOVERY (2002)
 CQ2009
 CQ2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2007 ***********************************************************************
 CQ2007  DESIGNATION -  WARDVIEW 2 BOLT
 CQ2007  PID         -  CQ2007
 CQ2007  STATE/COUNTY-  LA/BOSSIER
 CQ2007  USGS QUAD   -  WARDVIEW (1971)
 CQ2007
 CQ2007                         *CURRENT SURVEY CONTROL
 CQ2007  ___________________________________________________________________
 CQ2007* NAD 83(1986)-  32 58 44.     (N)    093 47 41.     (W)     SCALED    
 CQ2007* NAVD 88     -        58.40   (+/-2cm)     191.6    (feet)  VERTCON   
 CQ2007  ___________________________________________________________________
 CQ2007  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CQ2007
 CQ2007  VERT ORDER  -  ? (See Below)
 CQ2007
 CQ2007.The horizontal coordinates were scaled from a topographic map and have
 CQ2007.an estimated accuracy of +/- 6 seconds.
 CQ2007
 CQ2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2007.The vertical order pertains to the NGVD 29 superseded value.
 CQ2007
 CQ2007.The geoid height was determined by GEOID03.
 CQ2007
 CQ2007;                    North         East    Units  Estimated Accuracy
 CQ2007;SPC LA N     -   275,590.      878,970.      MT  (+/- 180 meters Scaled)
 CQ2007
 CQ2007                          SUPERSEDED SURVEY CONTROL
 CQ2007
 CQ2007  NGVD 29 (??/??/??)   58.451  (m)          191.77   (f) ADJUSTED    ?  
 CQ2007
 CQ2007.Superseded values are not recommended for survey control.
 CQ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2007.See file dsdata.txt to determine how the superseded data were derived.
 CQ2007
 CQ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS257492(NAD 83)
 CQ2007_MARKER: B = BOLT
 CQ2007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2007
 CQ2007  HISTORY     - Date     Condition        Report By
 CQ2007  HISTORY     - UNK      MONUMENTED       DOD
 CQ2007  HISTORY     - 1931     GOOD             CGS
 CQ2007  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2007  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2007
 CQ2007                          STATION DESCRIPTION
 CQ2007
 CQ2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CQ2007'1 MI N FROM WARDVIEW.
 CQ2007'ABOUT 1.0 MILE NORTH ALONG A ROAD FROM WARDVIEW, BOSSIER PARISH, AT A
 CQ2007'SHARP TURN TO THE EAST, 95 FEET SOUTH OF AN EAST-AND-WEST ROAD, 35
 CQ2007'FEET EAST OF THE NORTH-AND-SOUTH ROAD, AND 20 FEET SOUTHWEST OF THE
 CQ2007'SOUTHWEST CORNER OF A HOUSE.  A COPPER BOLT, SET IN THE TOP OF A STONE
 CQ2007'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 CQ2007'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ2007
 CQ2007                          STATION RECOVERY (2001)
 CQ2007
 CQ2007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2007'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2007
 CQ2007                          STATION RECOVERY (2002)
 CQ2007
 CQ2007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2007'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2006 ***********************************************************************
 CQ2006  DESIGNATION -  WARDVIEW 2 CAP
 CQ2006  PID         -  CQ2006
 CQ2006  STATE/COUNTY-  LA/BOSSIER
 CQ2006  USGS QUAD   -  WARDVIEW (1971)
 CQ2006
 CQ2006                         *CURRENT SURVEY CONTROL
 CQ2006  ___________________________________________________________________
 CQ2006* NAD 83(1986)-  32 58 44.     (N)    093 47 41.     (W)     SCALED    
 CQ2006* NAVD 88     -        59.61   (+/-2cm)     195.6    (feet)  VERTCON   
 CQ2006  ___________________________________________________________________
 CQ2006  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CQ2006
 CQ2006  VERT ORDER  -  ? (See Below)
 CQ2006
 CQ2006.The horizontal coordinates were scaled from a topographic map and have
 CQ2006.an estimated accuracy of +/- 6 seconds.
 CQ2006
 CQ2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2006.The vertical order pertains to the NGVD 29 superseded value.
 CQ2006
 CQ2006.The geoid height was determined by GEOID03.
 CQ2006
 CQ2006;                    North         East    Units  Estimated Accuracy
 CQ2006;SPC LA N     -   275,590.      878,970.      MT  (+/- 180 meters Scaled)
 CQ2006
 CQ2006                          SUPERSEDED SURVEY CONTROL
 CQ2006
 CQ2006  NGVD 29 (??/??/??)   59.663  (m)          195.74   (f) ADJUSTED    ?  
 CQ2006
 CQ2006.Superseded values are not recommended for survey control.
 CQ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2006.See file dsdata.txt to determine how the superseded data were derived.
 CQ2006
 CQ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS257492(NAD 83)
 CQ2006_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ2006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ2006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2006
 CQ2006  HISTORY     - Date     Condition        Report By
 CQ2006  HISTORY     - UNK      MONUMENTED       DOD
 CQ2006  HISTORY     - 1931     GOOD             CGS
 CQ2006  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CQ2006  HISTORY     - 20020114 MARK NOT FOUND   NGS
 CQ2006
 CQ2006                          STATION DESCRIPTION
 CQ2006
 CQ2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CQ2006'1 MI N FROM WARDVIEW.
 CQ2006'ABOUT 1.0 MILE NORTH ALONG A ROAD FROM WARDVIEW, BOSSIER PARISH, AT A
 CQ2006'SHARP TURN TO THE EAST, 95 FEET SOUTH OF AN EAST-AND-WEST ROAD, 35
 CQ2006'FEET EAST OF THE NORTH-AND-SOUTH ROAD, AND 20 FEET SOUTHWEST OF THE
 CQ2006'SOUTHWEST CORNER OF A HOUSE.  AN IRON PIPE BEARING A CORPS OF
 CQ2006'ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ2006
 CQ2006                          STATION RECOVERY (2001)
 CQ2006
 CQ2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CQ2006'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CQ2006
 CQ2006                          STATION RECOVERY (2002)
 CQ2006
 CQ2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 CQ2006'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0583 ***********************************************************************
 AV0583  CBN         -  This is a Cooperative Base Network Control Station.
 AV0583  DESIGNATION -  WARREN
 AV0583  PID         -  AV0583
 AV0583  STATE/COUNTY-  LA/VERMILION
 AV0583  USGS QUAD   -  FORKED ISLAND (1979)
 AV0583
 AV0583                         *CURRENT SURVEY CONTROL
 AV0583  ___________________________________________________________________
 AV0583* NAD 83(1992)-  29 47 39.86551(N)    092 20 30.94734(W)     ADJUSTED  
 AV0583* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0583  **This station is located in a subsidence area (see below).
 AV0583  ___________________________________________________________________
 AV0583  X           -    -226,364.475 (meters)                     COMP
 AV0583  Y           -  -5,534,967.454 (meters)                     COMP
 AV0583  Z           -   3,150,603.963 (meters)                     COMP
 AV0583  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AV0583  ELLIP HEIGHT-         -25.25  (meters)          (02/12/02) GPS OBS
 AV0583  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AV0583  DYNAMIC HT  -           1.2   (meters)       4.    (feet)  COMP
 AV0583  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 AV0583
 AV0583  HORZ ORDER  -  B
 AV0583  VERT ORDER  -  THIRD (See Below)
 AV0583  ELLP ORDER  -  FOURTH    CLASS II
 AV0583
 AV0583.The horizontal coordinates were established by GPS observations
 AV0583.and adjusted by the National Geodetic Survey in September 1992..
 AV0583
 AV0583 ** The orthometric height has not been validated since last determined
 AV0583 ** by differential leveling and should not be used for control purposes.
 AV0583 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0583 ** area with valid NAVD 88 orthometric heights.
 AV0583 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0583 ** epoch indicated which incorporates improved geoid heights for the
 AV0583 ** Southern Louisiana Subsidence area.
 AV0583 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0583.The orthometric height was scaled from a topographic map.
 AV0583.The vertical order pertains to the NGVD 29 superseded value.
 AV0583
 AV0583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0583
 AV0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0583
 AV0583.The ellipsoidal height was determined by GPS observations
 AV0583.and is referenced to NAD 83.
 AV0583
 AV0583.The geoid height was determined by GEOID03.
 AV0583
 AV0583.The dynamic height is computed by dividing the NAVD 88
 AV0583.geopotential number by the normal gravity value computed on the
 AV0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0583.degrees latitude (g = 980.6199 gals.).
 AV0583
 AV0583.The modeled gravity was interpolated from observed gravity values.
 AV0583
 AV0583;                    North         East     Units Scale Factor Converg.
 AV0583;SPC LA S     -   143,907.064   902,492.181   MT  0.99993220   -0 30 15.5
 AV0583;SPC LA S     -   472,135.09  2,960,926.43   sFT  0.99993220   -0 30 15.5
 AV0583;UTM  15      - 3,296,185.837   563,600.478   MT  0.99964991   +0 19 37.2
 AV0583
 AV0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0583!SPC LA S     -   1.00000397  x   0.99993220  =   0.99993617
 AV0583!UTM  15      -   1.00000397  x   0.99964991  =   0.99965387
 AV0583
 AV0583                          SUPERSEDED SURVEY CONTROL
 AV0583
 AV0583  ELLIP H (01/21/93)  -25.15   (m)                       GP(       ) 4 2
 AV0583  ELLIP H (09/10/92)  -25.15   (m)                       GP(       ) 4 1
 AV0583  NAD 83(1986)-  29 47 39.88247(N)    092 20 30.91919(W) AD(       ) 1
 AV0583  NGVD 29 (05/20/88)    1.16   (m)            3.8    (f) LEVELING    3  
 AV0583
 AV0583.Superseded values are not recommended for survey control.
 AV0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0583.See file dsdata.txt to determine how the superseded data were derived.
 AV0583
 AV0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6360096186(NAD 83)
 AV0583_MARKER: DS = TRIANGULATION STATION DISK
 AV0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0583_SP_SET: CONCRETE POST
 AV0583_STAMPING: WARREN 1987
 AV0583_MARK LOGO: LADTD 
 AV0583_PROJECTION: FLUSH
 AV0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0583+STABILITY: SURFACE MOTION
 AV0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0583+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 AV0583
 AV0583  HISTORY     - Date     Condition        Report By
 AV0583  HISTORY     - 1987     MONUMENTED       LADTD
 AV0583  HISTORY     - 1987     GOOD             LADTD
 AV0583  HISTORY     - 1987     GOOD             LADTD
 AV0583  HISTORY     - 19910912 GOOD             LADTD
 AV0583  HISTORY     - 19920227 GOOD             NGS
 AV0583  HISTORY     - 20040816 GOOD             LADTD
 AV0583  HISTORY     - 20060628 GOOD             USPSQD
 AV0583
 AV0583                          STATION DESCRIPTION
 AV0583
 AV0583'DESCRIBED BY LA TRANSP AND DEV 1987
 AV0583'6.8 KM (4.2 MI) SW FROM FORKED ISLAND.
 AV0583'6.8 KM (4.2 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE
 AV0583'INTRACOASTAL CANAL BRIDGE IN FORKED ISLAND TO THE MARK ON THE RIGHT,
 AV0583'10.9 METERS (35.5 FT) WEST OF THE CENTER OF THE HIGHWAY, 7.3 METERS
 AV0583'(24 FT) NORTH-NORTHEAST OF THE CENTER OF A HEADWALL, 7.2 METERS (23.5
 AV0583'FT) SOUTH OF THE CENTER OF A FIELD ROAD AND 1.8 METERS (6 FT) EAST OF
 AV0583'A FOUR-STRAND BARBED WIRE FENCE.
 AV0583'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 AV0583'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 AV0583
 AV0583                          STATION RECOVERY (1987)
 AV0583
 AV0583'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AV0583'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI)
 AV0583'SOUTHWEST OF THE INTRACOASTAL CANAL BRIDGE IN FORKED ISLAND AND
 AV0583'24.5 KM (15.2 MI) NORTHEAST OF PECAN ISLAND.
 AV0583'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 AV0583'
 AV0583'TO REACH THE STATION FROM THE INTRACOASTAL CANAL BRIDGE IN FORKED
 AV0583'ISLAND, GO SOUTHWEST FOR 6.8 KM (4.2 MI) ON STATE HIGHWAY 82 TO THE
 AV0583'STATION ON THE RIGHT.
 AV0583'
 AV0583'THE STATION IS A STANDARD LADTD DISK
 AV0583'STAMPED---WARREN 1987---,
 AV0583'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AV0583'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AV0583'10.9 METERS (35.5 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 AV0583'7.3 METERS (24 FT) NORTH-NORTHEAST FROM THE CENTER OF A HEADWALL,
 AV0583'7.2 METERS (23.5 FT) SOUTH FROM THE CENTER OF A FIELD ROAD,
 AV0583'1.8 METERS (6 FT) EAST FROM A FOUR STRAND BARBED WIRE FENCE AND
 AV0583'0.46 METERS (1.5 FT) EAST FROM A WITNESS POST.
 AV0583'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 AV0583'STAMPED---WARREN 1987---,
 AV0583'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AV0583'
 AV0583'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK
 AV0583'STAMPED---P 223 1965---,
 AV0583'SET INTO A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE CONCRETE
 AV0583'BASE FOR THE WEST GUARD RIAL OF A BRIDGE OVER WARREN CANAL.
 AV0583'4.6 METERS (15 FT) WEST FROM THE CENTER OF HIGHWAY 82.
 AV0583'TO REACH THE AZIMUTH FROM THE STATION,
 AV0583'GO NORTHEAST FOR 0.7 KM (0.3 MI) ON HIGHWAY 82 TO THE MARK ON THE
 AV0583'LEFT IN THE SOUTHWEST CORNER OF THE BRIDGE OVER WARREN CANAL.
 AV0583
 AV0583                          STATION RECOVERY (1987)
 AV0583
 AV0583'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AV0583'RECOVERED IN GOOD CONDITION.
 AV0583
 AV0583                          STATION RECOVERY (1991)
 AV0583
 AV0583'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 AV0583'THE STATION IS LOCATED ABOUT 15.2 MI (24.5 KM) NORTHEAST OF PECAN
 AV0583'ISLAND AND 4.2 MI (6.8 KM) SOUTHWEST OF THE INTRACOSTAL CANAL BRIDGE
 AV0583'IN FORKED ISLAND.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 AV0583'AND DEVELOPMENT.
 AV0583'TO REACH THE STATION FROM THE INTRACOSTAL CANAL BRIDGE IN FORKED
 AV0583'ISLAND, GO SOUTHWEST FOR 4.2 MI (6.8 KM) ON STATE HIGHWAY 82 TO THE
 AV0583'STATION SET ON THE RIGHT.
 AV0583'THE STATION IS 35.5 FT (10.8 M) WEST FROM THE CENTER OF THE HIGHWAY,
 AV0583'24.0 FT (7.3 M) NORTH-NORTHEAST FROM THE CENTER OF A HEADWALL, 23.5
 AV0583'FT (7.2 M) SOUTH FROM THE CENTER OF A FIELD ROAD, 6.0 FT (1.8 M) EAST
 AV0583'FROM A FOUR STRAND BARBED WIRE FENCE, 1.5 FT (0.5 M) EAST FROM A
 AV0583'WITNESS, 1.0 FT (0.3 M) NORTH FROM A FIBERGLASS WITNESS POST, FLUSH
 AV0583'WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 AV0583
 AV0583                          STATION RECOVERY (1992)
 AV0583
 AV0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AV0583'RECOVERED IN GOOD CONDITION.
 AV0583
 AV0583                          STATION RECOVERY (2004)
 AV0583
 AV0583'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 AV0583'RECOVERED IN GOOD CONDITION.
 AV0583
 AV0583                          STATION RECOVERY (2006)
 AV0583
 AV0583'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 AV0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0688 ***********************************************************************
 AV0688  DESIGNATION -  WARREN 2
 AV0688  PID         -  AV0688
 AV0688  STATE/COUNTY-  LA/VERMILION
 AV0688  USGS QUAD   -  FORKED ISLAND NW (1979)
 AV0688
 AV0688                         *CURRENT SURVEY CONTROL
 AV0688  ___________________________________________________________________
 AV0688* NAD 83(1992)-  29 53 20.45763(N)    092 25 25.79374(W)     ADJUSTED  
 AV0688* NAVD 88     -         5.0  **(meters)      16.   **(feet)  VERTCON   
 AV0688  **This station is located in a subsidence area (see below).
 AV0688  ___________________________________________________________________
 AV0688  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0688  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AV0688
 AV0688  HORZ ORDER  -  FIRST
 AV0688
 AV0688.The horizontal coordinates were established by classical geodetic methods
 AV0688.and adjusted by the National Geodetic Survey in January 1993..
 AV0688
 AV0688 ** The orthometric height has not been validated since last determined
 AV0688 ** by differential leveling and should not be used for control purposes.
 AV0688 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0688 ** area with valid NAVD 88 orthometric heights.
 AV0688 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0688 ** epoch indicated which incorporates improved geoid heights for the
 AV0688 ** Southern Louisiana Subsidence area.
 AV0688 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0688
 AV0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0688
 AV0688.The geoid height was determined by GEOID03.
 AV0688
 AV0688;                    North         East     Units Scale Factor Converg.
 AV0688;SPC LA S     -   154,465.753   894,674.210   MT  0.99992764   -0 32 42.9
 AV0688;SPC LA S     -   506,776.39  2,935,276.97   sFT  0.99992764   -0 32 42.9
 AV0688;UTM  15      - 3,306,626.924   555,632.315   MT  0.99963818   +0 17 13.6
 AV0688
 AV0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0688!SPC LA S     -   1.00000339  x   0.99992764  =   0.99993103
 AV0688!UTM  15      -   1.00000339  x   0.99963818  =   0.99964157
 AV0688
 AV0688|---------------------------------------------------------------------|
 AV0688| PID    Reference Object                     Distance      Geod. Az  |
 AV0688|                                                           dddmmss.s |
 AV0688| CV9507 WARREN 2 RM 1                        26.613 METERS 03018     |
 AV0688| CV9509 WARREN 2 RM 3                                      0920229.0 |
 AV0688| CV9508 WARREN 2 RM 2                        26.256 METERS 17302     |
 AV0688|---------------------------------------------------------------------|
 AV0688
 AV0688                          SUPERSEDED SURVEY CONTROL
 AV0688
 AV0688  NAD 83(1986)-  29 53 20.47658(N)    092 25 25.78758(W) AD(       ) 1
 AV0688  NAD 27      -  29 53 19.72132(N)    092 25 25.30426(W) AD(       ) 1
 AV0688  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 AV0688
 AV0688.Superseded values are not recommended for survey control.
 AV0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0688.See file dsdata.txt to determine how the superseded data were derived.
 AV0688
 AV0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5563206627(NAD 83)
 AV0688_MARKER: DS = TRIANGULATION STATION DISK
 AV0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0688
 AV0688  HISTORY     - Date     Condition        Report By
 AV0688  HISTORY     - 1974     MONUMENTED       NGS
 AV0688
 AV0688                          STATION DESCRIPTION
 AV0688
 AV0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0688'THE STATION IS LOCATED 11-1/2 MILES SOUTHWEST OF KAPLAN, 9 MILES
 AV0688'WEST OF COW ISLAND, 8-1/2 MILES NORTHWEST OF FORKED ISLAND AND ON
 AV0688'PROPERTY LEASED BY W. J. GAYLE AND SONS.  THEIR ADDRESS IS P. O.
 AV0688'BOX 126, GUEYDAN, LOUISIANA 70542.  (TELEPHONE NUMBER 536-4011).
 AV0688'
 AV0688'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 14,
 AV0688'1 MILE WEST OF KAPLAN, GO WEST ON HIGHWAY 14 FOR 6.1 MILES TO THE
 AV0688'JUNCTION OF STATE HIGHWAY 3093.  TURN LEFT AND GO SOUTH ON HIGHWAY
 AV0688'3093 FOR 5.5 MILES TO THE END OF THE PAVEMENT.  CONTINUE SOUTH ON
 AV0688'A GRAVELED ROAD FOR 2.75 MILES TO THE INTRACOASTAL WATERWAY AND A
 AV0688'POINT WHERE THE ROAD TURNS RIGHT.  TURN RIGHT AND GO WEST ON A
 AV0688'GRAVELED ROAD FOR 0.45 MILE TO A BRIDGE ON THE LEFT.  TURN
 AV0688'LEFT, CROSS BRIDGE AND GO SOUTH AND WEST ON A TRACK ROAD FOR 0.05
 AV0688'MILE TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE WEST ON THE
 AV0688'TRACK ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AV0688'
 AV0688'STATION MARK, STAMPED WARREN 2 1974, IS A STANDARD DISK SET IN A
 AV0688'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 AV0688'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 AV0688'INCHES BELOW THE GROUND SURFACE.  IT IS 108 FEET NORTH OF THE
 AV0688'NORTH EDGE OF THE INTRACOASTAL WATERWAY, 88 FEET NORTHWEST OF THE
 AV0688'METAL WITNESS POST SET AT REFERENCE MARK 2, 87.5 FEET SOUTHWEST
 AV0688'OF THE METAL WITNESS POST SET AT REFERENCE MARK 1 AND 38 FEET
 AV0688'NORTH OF THE CENTER OF THE TRACK ROAD.
 AV0688'
 AV0688'REFERENCE MARK 1, STAMPED WARREN 2 NO 1 1974 IS A STANDARD DISK SET
 AV0688'IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 AV0688'IT IS 119 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 5.5 FEET
 AV0688'SOUTH OF A CUT BANK AND 1.5 FEET EAST OF A METAL WITNESS POST.
 AV0688'
 AV0688'REFERENCE MARK 2, STAMPED WARREN 2 NO 2 1974 IS A STANDARD DISK SET
 AV0688'IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 AV0688'IT IS 45 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 27 FEET NORTH
 AV0688'OF THE NORTH EDGE OF THE WATERWAY AND 1.5 FEET NORTH OF A METAL
 AV0688'WITNESS POST.
 AV0688'
 AV0688'REFERENCE MARK 3, STAMPED WARREN 2 NO 3 1974 IS A STANDARD DISK SET
 AV0688'IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 AV0688'IT IS 12.5 FEET NORTHWEST OF THE CENTER OF A CATTLE GUARD, 9.5 FEET
 AV0688'NORTH OF THE CENTER OF THE TRACK ROAD AND 1 FOOT SOUTHWEST OF A
 AV0688'METAL WITNESS POST.
 AV0688'
 AV0688'NOTE--THERE WAS NO MEASUREMENT MADE BETWEEN REFERENCE MARKS 1 AND 2
 AV0688'BECAUSE THERE IS A HILL ON LINE.
 AV0688'
 AV0688'NEAREST TOWN--KAPLAN.
 AV0688'
 AV0688'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0685 ***********************************************************************
 AV0685  DESIGNATION -  WARREN USGS 1932
 AV0685  PID         -  AV0685
 AV0685  STATE/COUNTY-  LA/VERMILION
 AV0685  USGS QUAD   -  FORKED ISLAND NW (1979)
 AV0685
 AV0685                         *CURRENT SURVEY CONTROL
 AV0685  ___________________________________________________________________
 AV0685* NAD 83(1992)-  29 53 22.68317(N)    092 25 51.41840(W)     ADJUSTED  
 AV0685* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AV0685  **This station is located in a subsidence area (see below).
 AV0685  ___________________________________________________________________
 AV0685  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0685  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AV0685
 AV0685  HORZ ORDER  -  THIRD
 AV0685
 AV0685.The horizontal coordinates were established by classical geodetic methods
 AV0685.and adjusted by the National Geodetic Survey in January 1993..
 AV0685
 AV0685 ** The orthometric height has not been validated since last determined
 AV0685 ** by differential leveling and should not be used for control purposes.
 AV0685 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0685 ** area with valid NAVD 88 orthometric heights.
 AV0685 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0685 ** epoch indicated which incorporates improved geoid heights for the
 AV0685 ** Southern Louisiana Subsidence area.
 AV0685 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0685.The orthometric height was scaled from a topographic map.
 AV0685
 AV0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0685
 AV0685.The geoid height was determined by GEOID03.
 AV0685
 AV0685;                    North         East     Units Scale Factor Converg.
 AV0685;SPC LA S     -   154,540.837   893,987.399   MT  0.99992762   -0 32 55.8
 AV0685;SPC LA S     -   507,022.73  2,933,023.66   sFT  0.99992762   -0 32 55.8
 AV0685;UTM  15      - 3,306,692.004   554,944.685   MT  0.99963725   +0 17 00.9
 AV0685
 AV0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0685!SPC LA S     -   1.00000402  x   0.99992762  =   0.99993164
 AV0685!UTM  15      -   1.00000402  x   0.99963725  =   0.99964127
 AV0685
 AV0685:                Primary Azimuth Mark                     Grid Az
 AV0685:SPC LA S     -  COASTAL USGS 1932                        280 14 06.0
 AV0685:UTM  15      -  COASTAL USGS 1932                        279 24 09.3
 AV0685
 AV0685|---------------------------------------------------------------------|
 AV0685| PID    Reference Object                     Distance      Geod. Az  |
 AV0685|                                                           dddmmss.s |
 AV0685| AV0719 COASTAL USGS 1932                   APPROX.11.2 KM 2794110.2 |
 AV0685|---------------------------------------------------------------------|
 AV0685
 AV0685                          SUPERSEDED SURVEY CONTROL
 AV0685
 AV0685  NAD 83(1986)-  29 53 22.70350(N)    092 25 51.40970(W) AD(       ) 3
 AV0685  NAD 27      -  29 53 21.95300(N)    092 25 50.92900(W) AD(       ) 3
 AV0685
 AV0685.Superseded values are not recommended for survey control.
 AV0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0685.See file dsdata.txt to determine how the superseded data were derived.
 AV0685
 AV0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5494506692(NAD 83)
 AV0685_MARKER: DD = SURVEY DISK
 AV0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0685+STABILITY: SURFACE MOTION
 AV0685
 AV0685  HISTORY     - Date     Condition        Report By
 AV0685  HISTORY     - 1932     MONUMENTED       USGS
 AV0685  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0685  HISTORY     - 1949     GOOD             CGS
 AV0685  HISTORY     - 1964     MARK NOT FOUND   USGS
 AV0685  HISTORY     - 1974     MARK NOT FOUND   NGS
 AV0685
 AV0685                          STATION DESCRIPTION
 AV0685
 AV0685'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 AV0685'THIS STATION IS LOCATED ON THE TOP OF THE SPOIL BANK OF THE
 AV0685'INTRACOASTAL CANAL, 18 METERS N OF THE N EDGE OF THE CANAL.
 AV0685'IT IS 1480 METERS W OF THE W BANK OF THE WARREN CANAL AND
 AV0685'13 METERS W OF THE W EDGE OF THE THIRD CUT IN THE SPOIL
 AV0685'BANK W OF THE WARREN CANAL.  THE 185 MILEPOST IS 145 METERS E
 AV0685'OF THIS STATION AND THERE IS A STEEL POST WITH A POSTED SIGN
 AV0685'ON THE E EDGE OF THE CUT, THE DISTANCE FROM THIS POST TO THE
 AV0685'STATION BEING 32.6 METERS.
 AV0685'
 AV0685'STATION MARK IS A SQUARE CONCRETE MONUMENT WITH A STANDARD
 AV0685'U.S.G.S. DISK.  THIS STATION WAS STAMPED WARREN 1932.  MARK
 AV0685'IS ABOUT THREE INCHES BELOW THE SURFACE OF THE GROUND.
 AV0685'
 AV0685'NOTE--STATION RECOVERED AND REDESCRIBED IN 1934 BY U.S. COAST
 AV0685'AND GEODETIC SURVEY, THOS. B. REED, CHIEF OF PARTY.
 AV0685
 AV0685                          STATION RECOVERY (1947)
 AV0685
 AV0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0685'STATION SEARCHED FOR BUT NOT RECOVERED.
 AV0685
 AV0685                          STATION RECOVERY (1949)
 AV0685
 AV0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AV0685'RECOVERED IN GOOD CONDITION.  THIS STATION IS LOCATED ON THE
 AV0685'N BANK OF THE INTRACOASTAL WATERWAY, ABOUT 10 MILES NW ALONG
 AV0685'THE CANAL FROM FORKED ISLAND, ABOUT 0.9 MILE W OF WARREN
 AV0685'CANAL, ON TOP OF THE SPOIL BANK ON THE N SIDE OF CANAL, 75
 AV0685'FEET W OF THE CENTER OF A SMALL BRIDGE CROSSING THE THIRD
 AV0685'CUT IN THE SPOIL BANK W OF WARREN CANAL, 32.5 FEET N OF
 AV0685'THE N EDGE OF THE CANAL, 16.5 FEET S OF THE SHARP BANK ON THE
 AV0685'S OF THE SPOIL BANK.
 AV0685'
 AV0685'STATION MARK IS A U.S.G.S. BRONZE STATION DISK, STAMPED WARREN
 AV0685'1932, AND SET IN THE TOP OF A 7-INCH SQUARE CONCRETE POST
 AV0685'PROJECTING 3 INCHES ABOVE GROUND.
 AV0685'
 AV0685'TO REACH STATION FROM KAPLAN, GO W ON STATE ROAD 25 FOR 7.7
 AV0685'MILES FROM THE RAILROAD DEPOT, THENCE S FOR 8.3 MILES TO THE
 AV0685'INTRACOASTAL WATERWAY, THENCE BY BOAT W ALONG WATERWAY TO
 AV0685'STATION SITE.
 AV0685
 AV0685                          STATION RECOVERY (1964)
 AV0685
 AV0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (REG)
 AV0685'AN EXTENSIVE SEARCH WAS MADE FOR THIS STATION, BUT COULD
 AV0685'NOT BE FOUND.  THE BANKS OF THE CANAL HAVE CAVED IN QUITE
 AV0685'A BIT.
 AV0685
 AV0685                          STATION RECOVERY (1974)
 AV0685
 AV0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0685'AN INVERSE WAS WORKED FROM TRIANGULATION STATION WARREN 2
 AV0685'TO WARREN (USGS) 1932 AND USED IN A SEARCH FOR WARREN (USGS)
 AV0685'1932.  THE STATION WAS NOT FOUND.  THE BANKS OF THE INTRACOASTAL
 AV0685'CANAL HAVE CAVED IN EXTENSIVELY AT THE SITE OF THE OLD STATION.
 AV0685'
 AV0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 AV0685'SOUTHWEST OF KAPLAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1192 ***********************************************************************
 AT1192  DESIGNATION -  WASH
 AT1192  PID         -  AT1192
 AT1192  STATE/COUNTY-  LA/PLAQUEMINES
 AT1192  USGS QUAD   -  BAY RONQUILLE (1993)
 AT1192
 AT1192                         *CURRENT SURVEY CONTROL
 AT1192  ___________________________________________________________________
 AT1192* NAD 83(1992)-  29 21 49.65860(N)    089 47 50.03395(W)     ADJUSTED  
 AT1192* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1192  **This station is located in a subsidence area (see below).
 AT1192  ___________________________________________________________________
 AT1192  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AT1192  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AT1192
 AT1192  HORZ ORDER  -  FIRST
 AT1192
 AT1192.The horizontal coordinates were established by classical geodetic methods
 AT1192.and adjusted by the National Geodetic Survey in January 1993..
 AT1192
 AT1192 ** The orthometric height has not been validated since last determined
 AT1192 ** by differential leveling and should not be used for control purposes.
 AT1192 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1192 ** area with valid NAVD 88 orthometric heights.
 AT1192 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1192 ** epoch indicated which incorporates improved geoid heights for the
 AT1192 ** Southern Louisiana Subsidence area.
 AT1192 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1192.The orthometric height was scaled from a topographic map.
 AT1192
 AT1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1192
 AT1192.The geoid height was determined by GEOID03.
 AT1192
 AT1192;                    North         East     Units Scale Factor Converg.
 AT1192;SPC LA S     -    96,748.287 1,149,142.581   MT  0.99998711   +0 46 05.1
 AT1192;SPC LA S     -   317,415.00  3,770,145.28   sFT  0.99998711   +0 46 05.1
 AT1192;UTM  16      - 3,251,543.968   228,452.888   MT  1.00050997   -1 22 20.9
 AT1192
 AT1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1192!SPC LA S     -   1.00000380  x   0.99998711  =   0.99999091
 AT1192!UTM  16      -   1.00000380  x   1.00050997  =   1.00051378
 AT1192
 AT1192:                Primary Azimuth Mark                     Grid Az
 AT1192:SPC LA S     -  RATTLESNAKE                              028 40 21.5
 AT1192:UTM  16      -  RATTLESNAKE                              030 48 47.5
 AT1192
 AT1192|---------------------------------------------------------------------|
 AT1192| PID    Reference Object                     Distance      Geod. Az  |
 AT1192|                                                           dddmmss.s |
 AT1192| AT1181 RATTLESNAKE                         APPROX. 4.7 KM 0292626.6 |
 AT1192| AT1186 GRANDE ECAILLE FREEPORT CO TK       APPROX. 2.3 KM 0414048.2 |
 AT1192| DD8227 WASH RM 1                            28.255 METERS 18806     |
 AT1192| AT1222 CAT BAY LIGHT                       APPROX. 8.3 KM 2472915.4 |
 AT1192| DD8228 WASH RM 2                            27.633 METERS 28202     |
 AT1192|---------------------------------------------------------------------|
 AT1192
 AT1192                          SUPERSEDED SURVEY CONTROL
 AT1192
 AT1192  NAD 83(1986)-  29 21 49.66968(N)    089 47 50.04206(W) AD(       ) 1
 AT1192  NAD 27      -  29 21 48.87200(N)    089 47 49.80000(W) AD(       ) 1
 AT1192
 AT1192.Superseded values are not recommended for survey control.
 AT1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1192.See file dsdata.txt to determine how the superseded data were derived.
 AT1192
 AT1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2845351544(NAD 83)
 AT1192_MARKER: DS = TRIANGULATION STATION DISK
 AT1192_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1192_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1192
 AT1192  HISTORY     - Date     Condition        Report By
 AT1192  HISTORY     - 1927     MONUMENTED       CGS
 AT1192  HISTORY     - 1934     GOOD             CGS
 AT1192  HISTORY     - 1948     GOOD             CGS
 AT1192  HISTORY     - 1952     GOOD             HUMBLE
 AT1192  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AT1192  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1192
 AT1192                          STATION DESCRIPTION
 AT1192
 AT1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1192'ON THE S SIDE OF
 AT1192'LAKE GRANDE
 AT1192'ECAILLE ABOUT 1.6 MILES SW OF THE FREEPORT SULPHUR
 AT1192'COMPANY PLANT IN THE
 AT1192'SOUTHWESTERN PART OF WHAT IS LOCALLY KNOWN
 AT1192'AS LAKE WASHINGTON--THE FIRST BODY OF
 AT1192'WATER E OF BAY RONQUILLE
 AT1192'FROM THE NORTHERN END OF THE BAY, S OF LITTLE HOOK IN
 AT1192'THE SOUTHWESTERN
 AT1192'PART OF THE LAKE, ABOUT 100 METERS (328 FEET) E OF A
 AT1192'SMALL CREEK THAT
 AT1192'FLOWS IN A SOUTHERLY DIRECTION FROM THE LAKE,
 AT1192'APPROXIMATELY 15 METERS (49 FEET) S
 AT1192'OF THE SHORE LINE AT THE
 AT1192'SOUTHERN END OF THE LAKE AND ABOUT 12 METERS (39 FEET)
 AT1192'FROM THE
 AT1192'HIGH-WATER MARK.  THE STATION AND REFERENCE MARKS ARE STANDARD
 AT1192'BRONZE DISKS SET
 AT1192'IN CONCRETE IN THE CENTER OF THE TOPS OF TILES
 AT1192'WHICH ARE FASTENED BY MEANS OF
 AT1192'CONCRETE TO THE UPPER ENDS OF LONG
 AT1192'WOODEN PILES DRIVEN INTO THE MARSH.
 AT1192'
 AT1192'REFERENCE MARK NO. 1 IS ABOUT 40 METERS (131 FEET) FROM THE
 AT1192'HIGH-WATER MARK
 AT1192'AND 92.70 FEET (28.26 METERS) FROM THE STATION
 AT1192'S 8 DEG 06 MIN W.
 AT1192'
 AT1192'REFERENCE MARK NO. 2 IS 90.66 FEET (27.63 METERS) FROM THE
 AT1192'STATION N 77 DEG 58 MIN W.
 AT1192'THE MARKS PROJECT ABOUT 10 INCHES
 AT1192'ABOVE THE SURFACE OF THE GROUND.  THE
 AT1192'FINIAL OF THE WATER TANK
 AT1192'OF THE FREEPORT SULPHUR COMPANY IS IN N 41 DEG 41 MIN E.
 AT1192
 AT1192                          STATION RECOVERY (1948)
 AT1192
 AT1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WCC)
 AT1192'STATION IS NOW IN WATER, ABOUT 15
 AT1192'FEET FROM WATERS
 AT1192'EDGE.  AN IRON PIPE IS SET AT THE STATION EXTENDING
 AT1192'ABOUT 25 FEET ABOVE THE WATER
 AT1192'SURFACE.  SEVERAL PILES ARE SET
 AT1192'AROUND THE STATION, EXTENDING ABOUT 10 FEET
 AT1192'ABOVE THE WATER SURFACE.
 AT1192'A PLATFORM IS MOUNTED ON THE PILING.  BOTH REFERENCE MARKS
 AT1192'ARE IN,
 AT1192'HOWEVER, ONE IF NOW IN WATER AND IS LEANING BADLY.
 AT1192
 AT1192                          STATION RECOVERY (1952)
 AT1192
 AT1192'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1952
 AT1192'STATION MARK IS IN THE AREA NOW BEING FILLED BY FREEPORT SULPHUR
 AT1192'COMPANY AND IS
 AT1192'INACCESSIBLE AT THE PRESENT TIME.  AFTER FILLING OPERATIONS
 AT1192'ARE COMPLETE, THE
 AT1192'MARK SHOULD BE RECOVERABLE.
 AT1192'
 AT1192'STATION MARK IS STAMPED WASH 1927.
 AT1192
 AT1192                          STATION RECOVERY (1955)
 AT1192
 AT1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1192'A COMPLETE DESCRIPTION FOLLOWS-
 AT1192'
 AT1192'ABOUT 1.6 MI. SW OF THE GRAND ECAILLE WORKS OF THE FREEPORT
 AT1192'SULPHUR COMPANY,
 AT1192'IN AN AREA MORE RECENTLY DEVELOPED BY THE FREEPORT
 AT1192'SULPHUR COMPANY, ON FILLED GROUND,
 AT1192'ABOUT 1/4 MI. SE OF A
 AT1192'PUMPING STATION, ABOUT 1000 FT. S OF AN E-W PIPELINE, ABOUT 205
 AT1192'FT. E-NE OF THE CENTER OF A PIPELINE RUNNING IN A NNW-SSE DIRECTION,
 AT1192'97 FT. N OF THE
 AT1192'CENTER OF AN ABANDONED BOARDWALK, A STANDARD
 AT1192'DISK, STAMPED WASH 1927 AND BRAZED
 AT1192'TO THE TOP OF A PIPE PROJECTING 4.7 FT.
 AT1192'
 AT1192'THE REFERENCE MARKS WERE NOT RECOVERED.
 AT1192'
 AT1192'THE STATION MARK WAS RAISED FROM ITS ORIGINAL POSITION BY
 AT1192'ENGINEERS OF THE
 AT1192'FREEPORT SULPHUR COMPANY.  IT IS THE ORIGIN OF A
 AT1192'LOCAL COORDINATE SYSTEM IN THE AREA.
 AT1192
 AT1192                          STATION RECOVERY (1965)
 AT1192
 AT1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1192'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE FREEPORT SULPHUR CO.
 AT1192'HAS DONE EXTENSIVE
 AT1192'WORK HERE AND SEARCH WAS DIFFICULT.  A LARGE STORAGE
 AT1192'PIT HAS BEEN DUG IN THE VICINITY OF
 AT1192'THE STATION AND THE MARKS MAY HAVE
 AT1192'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2422 ***********************************************************************
 AU2422  DESIGNATION -  WASHA
 AU2422  PID         -  AU2422
 AU2422  STATE/COUNTY-  LA/TERREBONNE
 AU2422  USGS QUAD   -  LOST LAKE (1978)
 AU2422
 AU2422                         *CURRENT SURVEY CONTROL
 AU2422  ___________________________________________________________________
 AU2422* NAD 83(1992)-  29 19 06.89775(N)    091 00 03.88357(W)     ADJUSTED  
 AU2422* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AU2422  ___________________________________________________________________
 AU2422  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2422  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AU2422
 AU2422  HORZ ORDER  -  SECOND
 AU2422
 AU2422.The horizontal coordinates were established by classical geodetic methods
 AU2422.and adjusted by the National Geodetic Survey in January 1993..
 AU2422
 AU2422.The orthometric height was scaled from a topographic map.
 AU2422
 AU2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2422
 AU2422.The geoid height was determined by GEOID03.
 AU2422
 AU2422;                    North         East     Units Scale Factor Converg.
 AU2422;SPC LA S     -    90,784.160 1,032,274.581   MT  0.99999612   +0 09 58.1
 AU2422;SPC LA S     -   297,847.70  3,386,720.85   sFT  0.99999612   +0 09 58.1
 AU2422;UTM  15      - 3,244,941.186   694,115.435   MT  1.00006498   +0 58 44.8
 AU2422
 AU2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2422!SPC LA S     -   1.00000390  x   0.99999612  =   1.00000002
 AU2422!UTM  15      -   1.00000390  x   1.00006498  =   1.00006888
 AU2422
 AU2422:                Primary Azimuth Mark                     Grid Az
 AU2422:SPC LA S     -  MERCHANT                                 063 11 24.0
 AU2422:UTM  15      -  MERCHANT                                 062 22 37.3
 AU2422
 AU2422|---------------------------------------------------------------------|
 AU2422| PID    Reference Object                     Distance      Geod. Az  |
 AU2422|                                                           dddmmss.s |
 AU2422| AU3087 MERCHANT                            APPROX. 4.5 KM 0632122.1 |
 AU2422| CV9511 WASHA RM 2                           35.734 METERS 24534     |
 AU2422| CV9510 WASHA RM 1                           25.290 METERS 34420     |
 AU2422|---------------------------------------------------------------------|
 AU2422
 AU2422                          SUPERSEDED SURVEY CONTROL
 AU2422
 AU2422  NAD 83(1986)-  29 19 06.92214(N)    091 00 03.89108(W) AD(       ) 2
 AU2422  NAD 27      -  29 19 06.13200(N)    091 00 03.53400(W) AD(       ) 2
 AU2422
 AU2422.Superseded values are not recommended for survey control.
 AU2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2422.See file dsdata.txt to determine how the superseded data were derived.
 AU2422
 AU2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9411544941(NAD 83)
 AU2422_MARKER: DS = TRIANGULATION STATION DISK
 AU2422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU2422_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU2422
 AU2422  HISTORY     - Date     Condition        Report By
 AU2422  HISTORY     - 1934     MONUMENTED       CGS
 AU2422  HISTORY     - 1948     GOOD             CGS
 AU2422  HISTORY     - 1952     GOOD             CGS
 AU2422  HISTORY     - 1966     GOOD             CGS
 AU2422
 AU2422                          STATION DESCRIPTION
 AU2422
 AU2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AU2422'STATION IS ON THE N BANK OF BLUE HAMMOCK BAYOU, ABOUT 0.7
 AU2422'MILE FROM LAKE MECHANT, ON THE THIRD POINT FROM THE LAKE,
 AU2422'WHERE THE BAYOU BENDS SHARPLY TO THE SW, IN SOFT MARSH, 16
 AU2422'METERS (50 FEET) W OF A COVE AND 23 METERS (75 FEET) N OF THE
 AU2422'BAYOU.
 AU2422'
 AU2422'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU2422'IN THE TOP OF A TILE.
 AU2422'
 AU2422'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET AT THE
 AU2422'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2422'PILE DRIVEN INTO THE MARSH, IS 8 METERS (26 FEET) FROM THE
 AU2422'COVE AND 25.290 METERS (82.97 FEET) FROM THE STATION
 AU2422'N 15 DEG 40 MIN W.
 AU2422'
 AU2422'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET AT THE
 AU2422'CENTER OF A MASS OF CONCRETE FASTENED TO THE TOP OF A LONG
 AU2422'PILE DRIVEN INTO THE MARSH, IS 12 METERS (39 FEET) FROM THE
 AU2422'BAYOU, AND 35.734 METERS (117.24 FEET) FROM THE STATION
 AU2422'S 65 DEG 34 MIN W.
 AU2422
 AU2422                          STATION RECOVERY (1948)
 AU2422
 AU2422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU2422'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 AU2422'WERE SEARCHED FOR BUT NOT RECOVERED.  STATION WAS RECOVERED
 AU2422'AS DESCRIBED, BUT THE FOLLOWING REFERENCE MEASUREMENTS SHOULD
 AU2422'BE SUBSTITUTED IN THE ORIGINAL DESCRIPTION--STATION IS 19
 AU2422'METERS N OF THE BAYOU, 7.5 METERS W OF THE COVE, AND 19.6
 AU2422'NW OF THE EXTREME SE TIP OF GRASS.  STATION IS FLUSH WITH
 AU2422'THE MARSH MUD.
 AU2422
 AU2422                          STATION RECOVERY (1952)
 AU2422
 AU2422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2422'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 AU2422'WERE SEARCHED FOR BUT NOT RECOVERED.  THE 1948 RECOVERY NOTE
 AU2422'IS ADEQUATE EXCEPT THAT A WOODEN TOWER IS NOW IN PLACE OVER
 AU2422'THE STATION.
 AU2422
 AU2422                          STATION RECOVERY (1966)
 AU2422
 AU2422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 AU2422'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AU2422'THE STATION MARK IS ABOUT 4 INCHES BELOW THE MARSH AND HAS
 AU2422'A TARGET OF 2 BY 2 INCH WOOD 12 FEET HIGH GUYED OVER IT.
 AU2422'REFERENCE MARK 2 IS 24 FEET NORTHWEST OF SHORELINE.  IT
 AU2422'IS 12 INCHES BELOW THE MARSH AND A METAL WITNESS POST WAS
 AU2422'SET AT THIS MARK.
 AU2422'
 AU2422'THE STATION IS ON THE NORTH BANK OF BLUE HAMMOCK BAYOU, ABOUT
 AU2422'0.7 MILE FROM LAKE MECHANT, ON THE THIRD POINT FROM THE
 AU2422'LAKE, WHERE THE BAYOU BENDS SHARPLY TO THE SOUTHWEST, 75 FEET
 AU2422'WEST OF THE NARROWEST PART OF THE STRIP OF LAND, 75 FEET
 AU2422'NORTH OF THE BAYOU AND 12 FEET SOUTHWEST OF THE SHORELINE.
 AU2422'
 AU2422'REFERENCE MARK 1 WAS NOT RECOVERED.  THE SHORELINE IN THIS
 AU2422'DIRECTION HAS ERODED BADLY AND THE MARK IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4151 ***********************************************************************
 BJ4151  DESIGNATION -  WASHINGTON
 BJ4151  PID         -  BJ4151
 BJ4151  STATE/COUNTY-  LA/WASHINGTON
 BJ4151  USGS QUAD   -  CLIFTON (1983)
 BJ4151
 BJ4151                         *CURRENT SURVEY CONTROL
 BJ4151  ___________________________________________________________________
 BJ4151* NAD 83(1992)-  30 56 06.28623(N)    090 07 35.11305(W)     ADJUSTED  
 BJ4151* NAVD 88     -        95.1    (meters)     312.     (feet)  VERTCON   
 BJ4151  ___________________________________________________________________
 BJ4151  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 BJ4151  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ4151
 BJ4151  HORZ ORDER  -  FIRST
 BJ4151
 BJ4151.The horizontal coordinates were established by classical geodetic methods
 BJ4151.and adjusted by the National Geodetic Survey in May 1994..
 BJ4151
 BJ4151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4151
 BJ4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4151
 BJ4151.The geoid height was determined by GEOID03.
 BJ4151
 BJ4151;                    North         East     Units Scale Factor Converg.
 BJ4151;SPC LA S     -   270,534.015 1,115,347.962   MT  1.00005844   +0 36 12.5
 BJ4151;SPC LA S     -   887,577.01  3,659,270.77   sFT  1.00005844   +0 36 12.5
 BJ4151;SPC MS W     -   159,097.783   719,773.484   MT  0.99995482   +0 06 22.9
 BJ4151;SPC MS W     -   521,973.31  2,361,456.84   sFT  0.99995482   +0 06 22.9
 BJ4151;UTM  15      - 3,425,948.507   774,569.675   MT  1.00053005   +1 28 41.3
 BJ4151
 BJ4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4151!SPC LA S     -   0.99998938  x   1.00005844  =   1.00004782
 BJ4151!SPC MS W     -   0.99998938  x   0.99995482  =   0.99994420
 BJ4151!UTM  15      -   0.99998938  x   1.00053005  =   1.00051943
 BJ4151
 BJ4151|---------------------------------------------------------------------|
 BJ4151| PID    Reference Object                     Distance      Geod. Az  |
 BJ4151|                                                           dddmmss.s |
 BJ4151| BJ4150 WASHINGTON RM A 1966                 30.460 METERS 03146     |
 BJ4151| CW1627 WASHINGTON RM 3                      23.210 METERS 04933     |
 BJ4151| CW1624 WASHINGTON AZ MK 2                                 0615726.9 |
 BJ4151| CW1623 WASHINGTON AZ MK                                   0633322.3 |
 BJ4151| CW1625 WASHINGTON RM 1                      30.236 METERS 08621     |
 BJ4151| BJ4194 SUNNYHILL LOT                       APPROX.13.9 KM 2532402.4 |
 BJ4151| CW1626 WASHINGTON RM 2                      25.052 METERS 30828     |
 BJ4151|---------------------------------------------------------------------|
 BJ4151
 BJ4151                          SUPERSEDED SURVEY CONTROL
 BJ4151
 BJ4151  NAD 83(1992)-  30 56 06.29324(N)    090 07 35.11092(W) AD(       ) 1
 BJ4151  NAD 83(1986)-  30 56 06.30073(N)    090 07 35.10987(W) AD(       ) 1
 BJ4151  NAD 27      -  30 56 05.64691(N)    090 07 34.80150(W) AD(       ) 1
 BJ4151  NGVD 29 (07/19/86)   95.2    (m)          312.     (f) VERT ANG       
 BJ4151
 BJ4151.Superseded values are not recommended for survey control.
 BJ4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4151.See file dsdata.txt to determine how the superseded data were derived.
 BJ4151
 BJ4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7457025949(NAD 83)
 BJ4151_MARKER: DS = TRIANGULATION STATION DISK
 BJ4151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4151
 BJ4151  HISTORY     - Date     Condition        Report By
 BJ4151  HISTORY     - 1966     MONUMENTED       CGS
 BJ4151  HISTORY     - 1970     GOOD             NGS
 BJ4151
 BJ4151                          STATION DESCRIPTION
 BJ4151
 BJ4151'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4151'STATION IS LOCATED ABOUT 10 MILES EAST OF MT. HERMAN, ABOUT 7 MILES
 BJ4151'NORTHWEST OF PINE, ABOUT 6 MILES NORTH-NORTHEAST OF FRANKLINTON AND
 BJ4151'ABOUT 1-1/4 MILE EAST-NORTHEAST OF CLIFTON.  THE STATION IS ABOUT
 BJ4151'75 FEET WEST OF THE NORTHEAST CORNER OF THE SE 1/4 OF SEC. 30, T 1
 BJ4151'S, R 11 E AND IN THE FRONT YARD OF PROPERTY OF MR. ELLIS MAGEE.
 BJ4151'STATION MARK IS 53 FEET NORTH OF THE APPROXIMATE CENTER OF DRIVEWAY,
 BJ4151'27 FEET EAST OF THE APPROXIMATE CENTER OF GRAVEL ROAD AND 19-1/2
 BJ4151'FEET SOUTH-SOUTHWEST OF AN 18 INCH OAK TREE.  STATION IS
 BJ4151'MARKED BY A STANDARD TRIANGULATION STATION MARK DISK CEMENTED
 BJ4151'IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS 5
 BJ4151'INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BJ4151'WASHINGTON 1966.
 BJ4151'
 BJ4151'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 430 IN THE TOWN
 BJ4151'OF FRANKLINTON.  GO NORTH AND NORTHEASTERLY ON STATE HIGHWAY 430 FOR
 BJ4151'7.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND SOUTH
 BJ4151'FOLLOWING MAIN TRAVELED GRAVELED ROAD FOR 1.25 MILE TO A SIDE ROAD
 BJ4151'RIGHT.  (TURN RIGHT AND GO WESTERLY FOR 0.1 MILE TO THE AZIMUTH
 BJ4151'MARK ON THE LEFT, SOUTH SIDE OF ROAD).  CONTINUE SOUTHERLY ON
 BJ4151'GRAVELED ROAD FOR 0.25 MILE TO STATION ON THE LEFT AS DESCRIBED.
 BJ4151'
 BJ4151'AZIMUTH MARK IS 16 FEET EAST OF A 20 INCH PINE TREE, 11 FEET SOUTH OF
 BJ4151'CENTER OF ROAD AND 1.8 FEET SOUTH OF METAL WITNESS POST WITH SIGN
 BJ4151'ATTACHED.  IT IS MARKED BY A STANDARD AZIMUTH MARK DISK SET IN THE
 BJ4151'TOP OF A 10 CONCRETE CYLINDER MONUMENT THAT PROJECTS 3 INCHES ABOVE
 BJ4151'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED WASHINGTON 1966.
 BJ4151'
 BJ4151'REFERENCE MARK NO. 1 IS 46 FEET EAST OF CENTER OF DRIVEWAY, 35.6 FEET
 BJ4151'EAST OF A FENCE CORNER POST, 16 FEET SOUTH OF THE CENTER OF A GRAVEL
 BJ4151'ROAD AND 3 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD
 BJ4151'REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER
 BJ4151'MONUMENT THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 BJ4151'DISK IS STAMPED WASHINGTON NO 1 1966.
 BJ4151'
 BJ4151'REFERENCE MARK NO. 2 IS 145 FEET EAST OF A 14 INCH PINE TREE, 24 FEET
 BJ4151'WEST OF CENTER OF DRIVEWAY AND 17 FEET NORTH OF CENTER OF GRAVEL
 BJ4151'ROAD. IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 10 INCH
 BJ4151'CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH THE SURFACE OF
 BJ4151'THE GROUND.  THE DISK IS STAMPED WASHINGTON NO 2 1966.
 BJ4151'
 BJ4151'HEIGHT OF LIGHT ABOVE STATION MARK 30.40 METERS.
 BJ4151
 BJ4151                          STATION RECOVERY (1970)
 BJ4151
 BJ4151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4151'THE STATION MARK, REFERENCE MARK 2 AND WASHINGTON RM A WERE RECOVERED
 BJ4151'IN GOOD CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 BJ4151'DESTROYED.  A REFERENCE MARK 3 AND A AZIMUTH MARK WERE ESTABLISHED.
 BJ4151'A DIRECTION TO WASHINGTON RM A COULD NOT BE MADE DUE TO TREE LIMBS
 BJ4151'ON LINE.
 BJ4151'
 BJ4151'THE STATION IS ABOUT 8-1/2 MILES NORTHWEST OF SHERIDAN, 6 MILES
 BJ4151'NORTH-NORTHEAST OF FRANKLINTON AND ON LAND OWNED BY ELLIS MAGEE.
 BJ4151'
 BJ4151'TO REACH THE STATION FROM THE COURT HOUSE IN FRANKLINTON, GO NORTH ON
 BJ4151'STATE HIGHWAY 25 FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAY 430.
 BJ4151'TURN RIGHT AND GO NORTHEAST FOR 0.15 MILE TO THE JUNCTION OF STATE
 BJ4151'HIGHWAYS 430 AND 1069, TURN LEFT AND GO NORTH AND NORTHEAST ON
 BJ4151'HIGHWAY 430 FOR 7.6 MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 BJ4151'GO WESTERLY ON PAVED ROAD FOR 1.0 MILE TO THE END OF PAVEMENT,
 BJ4151'CONTINUE WESTERLY ON GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON
 BJ4151'THE LEFT, SOUTH SIDE OF GRAVELED ROAD.
 BJ4151'
 BJ4151'STATION MARK IS A STANDARD DISK, STAMPED WASHINGTON 1966, SET IN THE
 BJ4151'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 4 INCHES
 BJ4151'BELOW THE GROUND SURFACE.  IT IS 74.7 FEET SOUTHWEST OF A METAL
 BJ4151'WITNESS POST, 53 FEET EAST OF A GRAVELED DRIVEWAY, 51 FEET WEST
 BJ4151'OF A PAVED DRIVEWAY AND 30 FEET SOUTH OF THE CENTER OF A GRAVELED
 BJ4151'ROAD.
 BJ4151'
 BJ4151'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WASHINGTON NO 2 1966,
 BJ4151'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BJ4151'PROJECTS 1 INCH.  IT IS 56 FEET EAST OF A NORTH-SOUTH FENCE, 26
 BJ4151'FEET WEST OF A GRAVELED DRIVEWAY, 18 FEET NORTH OF THE CENTER OF THE
 BJ4151'GRAVELED ROAD AND 14.5 FEET WEST OF AN 8-INCH PINE TREE.
 BJ4151'
 BJ4151'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WASHINGTON NO 3 1966
 BJ4151'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 BJ4151'THAT IS FLUSH.  IT IS 97 FEET EAST OF A GRAVELED DRIVEWAY, 37 FEET
 BJ4151'WEST-SOUTHWEST OF A POWER LINE POLE, 26 FEET SOUTHEAST OF A
 BJ4151'12-INCH PINE TREE, 21 FEET NORTH OF THE CENTER OF THE GRAVELED
 BJ4151'ROAD AND 1.9 FEET NORTH OF THE METAL WITNESS POST AND A FENCE.
 BJ4151'
 BJ4151'WASHINGTON RM A IS A STANDARD STATION MARK DISK, STAMPED WASHINGTON
 BJ4151'RM A 1966, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ4151'MONUMENT, THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS 57 FEET
 BJ4151'NORTH OF THE CENTER OF THE GRAVELED ROAD, 47.8 FEET NORTHWEST OF
 BJ4151'THE POWER LINE POLE, 37.5 FEET NORTH OF ANOTHER POWER LINE POLE AND
 BJ4151'90 FEET EAST OF A GRAVELED DRIVEWAY.
 BJ4151'
 BJ4151'AZIMUTH MARK IS A STANDARD DISK, STAMPED WASHINGTON 1966 1970, SET IN
 BJ4151'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 BJ4151'1 INCH.
 BJ4151'
 BJ4151'THE AZIMUTH MARK IS 165 FEET SOUTH OF A POWER LINE POLE WITH A
 BJ4151'TRANSFORMER, 22.3 FEET SOUTH OF A FENCE CORNER POST, 18 FEET EAST OF
 BJ4151'THE CENTER OF A DIRT ROAD AND 1.8 FEET SOUTHEAST OF A METAL WITNESS
 BJ4151'POST.  TO REACH THE MARK FROM THE STATION, GO EAST ON GRAVELED
 BJ4151'ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 BJ4151'NORTH ON DIRT ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT, EAST
 BJ4151'SIDE OF ROAD.
 BJ4151'
 BJ4151'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4151'
 BJ4151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BJ4151'NORTH-NORTHEAST OF FRANKLINTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2628 ***********************************************************************
 BK2628  DESIGNATION -  WASHINGTON MUNICIPAL TANK
 BK2628  PID         -  BK2628
 BK2628  STATE/COUNTY-  LA/ST LANDRY
 BK2628  USGS QUAD   -  OPELOUSAS (1992)
 BK2628
 BK2628                         *CURRENT SURVEY CONTROL
 BK2628  ___________________________________________________________________
 BK2628* NAD 83(1992)-  30 36 50.20425(N)    092 03 29.15757(W)     ADJUSTED  
 BK2628* NAVD 88     -                                                        
 BK2628  ___________________________________________________________________
 BK2628  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK2628  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK2628
 BK2628  HORZ ORDER  -  THIRD
 BK2628
 BK2628.The horizontal coordinates were established by classical geodetic methods
 BK2628.and adjusted by the National Geodetic Survey in January 1993..
 BK2628
 BK2628
 BK2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2628
 BK2628.The geoid height was determined by GEOID03.
 BK2628
 BK2628;                    North         East     Units Scale Factor Converg.
 BK2628;SPC LA S     -   234,542.986   930,506.136   MT  0.99998283   -0 21 44.6
 BK2628;SPC LA S     -   769,496.45  3,052,835.55   sFT  0.99998283   -0 21 44.6
 BK2628;UTM  15      - 3,387,196.617   590,281.725   MT  0.99970055   +0 28 46.9
 BK2628
 BK2628                          SUPERSEDED SURVEY CONTROL
 BK2628
 BK2628  NAD 83(1986)-  30 36 50.22427(N)    092 03 29.15249(W) AD(       ) 4
 BK2628  NAD 27      -  30 36 49.52729(N)    092 03 28.73577(W) AD(       ) 3
 BK2628
 BK2628.Superseded values are not recommended for survey control.
 BK2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2628.See file dsdata.txt to determine how the superseded data were derived.
 BK2628
 BK2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9028287197(NAD 83)
 BK2628_MARKER: 53 = ELEVATED TANK
 BK2628
 BK2628  HISTORY     - Date     Condition        Report By
 BK2628  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK2628
 BK2628                          STATION DESCRIPTION
 BK2628
 BK2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK2628'THE STATION IS THE MUNICIPAL TANK OF THE GULF PUBLIC SERVICE
 BK2628'COMPANY IN THE TOWN OF WASHINGTON, IN SEC. 23, T 5 S, R 4 E,
 BK2628'ABOUT 60 FEET E OF THE CENTER LINE OF WASHINGTON STREET, AND
 BK2628'ABOUT 50 FEET N OF THE CENTER LINE OF HILL STREET.  THE TANK,
 BK2628'ERECTED IN 1903, HAS FOUR BLACK TRUSS WORK LEGS ABOUT 60 FEET
 BK2628'HIGH.  THE BLACK OVAL SECTION EXTENDS DOWNWARD ABOUT 12 FEET.
 BK2628'THE BLACK CYLINDRICAL VERTICAL SECTION IS ABOUT 25 FEET HIGH,
 BK2628'WITH A CATWALK AND RAIL AROUND ITS BASE.  THE GRAY CONICAL
 BK2628'ROOF IS ABOUT 5 FEET HIGH, WITH A BALL AND LIGHT AT ITS APEX.
 BK2628'THE TOTAL HEIGHT IS ABOUT 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4150 ***********************************************************************
 BJ4150  DESIGNATION -  WASHINGTON RM A 1966
 BJ4150  PID         -  BJ4150
 BJ4150  STATE/COUNTY-  LA/WASHINGTON
 BJ4150  USGS QUAD   -  CLIFTON (1983)
 BJ4150
 BJ4150                         *CURRENT SURVEY CONTROL
 BJ4150  ___________________________________________________________________
 BJ4150* NAD 83(1992)-  30 56 07.12710(N)    090 07 34.50892(W)     ADJUSTED  
 BJ4150* NAVD 88     -        95.1    (meters)     312.     (feet)  VERTCON   
 BJ4150  ___________________________________________________________________
 BJ4150  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 BJ4150  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ4150
 BJ4150  HORZ ORDER  -  FIRST
 BJ4150
 BJ4150.The horizontal coordinates were established by classical geodetic methods
 BJ4150.and adjusted by the National Geodetic Survey in May 1994..
 BJ4150
 BJ4150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4150
 BJ4150.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4150
 BJ4150.The geoid height was determined by GEOID03.
 BJ4150
 BJ4150;                    North         East     Units Scale Factor Converg.
 BJ4150;SPC LA S     -   270,560.080 1,115,363.727   MT  1.00005851   +0 36 12.8
 BJ4150;SPC LA S     -   887,662.53  3,659,322.49   sFT  1.00005851   +0 36 12.8
 BJ4150;SPC MS W     -   159,123.708   719,789.473   MT  0.99995483   +0 06 23.2
 BJ4150;SPC MS W     -   522,058.37  2,361,509.30   sFT  0.99995483   +0 06 23.2
 BJ4150;UTM  15      - 3,425,974.823   774,585.048   MT  1.00053015   +1 28 41.6
 BJ4150
 BJ4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4150!SPC LA S     -   0.99998938  x   1.00005851  =   1.00004789
 BJ4150!SPC MS W     -   0.99998938  x   0.99995483  =   0.99994421
 BJ4150!UTM  15      -   0.99998938  x   1.00053015  =   1.00051953
 BJ4150
 BJ4150:                Primary Azimuth Mark                     Grid Az
 BJ4150:SPC LA S     -  PINE                                     106 04 45.2
 BJ4150:SPC MS W     -  PINE                                     106 34 34.8
 BJ4150:UTM  15      -  PINE                                     105 12 16.4
 BJ4150
 BJ4150|---------------------------------------------------------------------|
 BJ4150| PID    Reference Object                     Distance      Geod. Az  |
 BJ4150|                                                           dddmmss.s |
 BJ4150| BJ4135 PINE                                APPROX.11.3 KM 1064058.0 |
 BJ4150| BJ4151 WASHINGTON                           30.460 METERS 21146     |
 BJ4150|---------------------------------------------------------------------|
 BJ4150
 BJ4150                          SUPERSEDED SURVEY CONTROL
 BJ4150
 BJ4150  NAD 83(1992)-  30 56 07.13412(N)    090 07 34.50680(W) AD(       ) 1
 BJ4150  NAD 83(1986)-  30 56 07.14163(N)    090 07 34.50571(W) AD(       ) 1
 BJ4150  NAD 27      -  30 56 06.48783(N)    090 07 34.19743(W) AD(       ) 1
 BJ4150  NGVD 29 (07/19/86)   95.2    (m)          312.     (f) VERT ANG       
 BJ4150
 BJ4150.Superseded values are not recommended for survey control.
 BJ4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4150.See file dsdata.txt to determine how the superseded data were derived.
 BJ4150
 BJ4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7458525975(NAD 83)
 BJ4150_MARKER: DS = TRIANGULATION STATION DISK
 BJ4150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4150+STABILITY: SURFACE MOTION
 BJ4150
 BJ4150  HISTORY     - Date     Condition        Report By
 BJ4150  HISTORY     - 1966     MONUMENTED       CGS
 BJ4150
 BJ4150                          STATION DESCRIPTION
 BJ4150
 BJ4150'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4150'STATION MARK IS LOCATED ON PROPERTY WHICH IS OWNED BY A
 BJ4150'MRS. A. T. HALEY, DIRECTLY ACROSS A GRAVELED ROAD FROM TRIANGULATION
 BJ4150'STATION WASHINGTON AND AT THE SOUTHEAST CORNER OF A FRONT YARD
 BJ4150'WHICH IS OWNED AND OCCUPIED BY A MR. HILL.
 BJ4150'
 BJ4150'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 430 IN THE TOWN
 BJ4150'OF FRANKLINTON.  GO NORTH AND NORTHEASTERLY ON STATE HIGHWAY 430 FOR
 BJ4150'7.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND SOUTH
 BJ4150'FOLLOWING MAIN TRAVELED GRAVELED ROAD FOR 1.25 MILE TO A SIDE ROAD
 BJ4150'RIGHT.  (TURN RIGHT AND GO WESTERLY FOR 0.1 MILE TO THE WASHINGTON
 BJ4150'AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF ROAD).  CONTINUE SOUTHERLY ON
 BJ4150'GRAVELED ROAD FOR 0.25 MILE TO STATION WASHINGTON ON THE LEFT.
 BJ4150'
 BJ4150'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED WASHINGTON
 BJ4150'RM A 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS ABOUT
 BJ4150'8 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS 153 FEET
 BJ4150'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. HILLS HOUSE, 62 FEET NORTH
 BJ4150'OF THE CENTER OF THE GRAVELED ROAD, 92-1/2 FEET EAST OF THE
 BJ4150'CENTER OF A GRAVELED DRIVEWAY, 48.2 FEET NORTHWEST OF A
 BJ4150'POWERLINE POLE AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE
 BJ4150'WHICH IS THE PROPERTY LINE OF MR. HILL AND MRS. HALEY.
 BJ4150'
 BJ4150'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WASHINGTON,
 BJ4150'DISTANCE BEING 30.460 METERS OR 99.93 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1890 ***********************************************************************
 BH1890  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BH1890  DESIGNATION -  WASTE WELL 2 RESET
 BH1890  PID         -  BH1890
 BH1890  STATE/COUNTY-  LA/ORLEANS
 BH1890  USGS QUAD   -  LITTLE WOODS (1994)
 BH1890
 BH1890                         *CURRENT SURVEY CONTROL
 BH1890  ___________________________________________________________________
 BH1890* NAD 83(1992)-  30 01 22.71456(N)    089 54 46.79801(W)     ADJUSTED  
 BH1890* NAVD 88     -         1.43 **(meters)       4.7  **(feet)  GPS OBS(2004.65)
 BH1890  **This station is located in a subsidence area (see below).
 BH1890  ___________________________________________________________________
 BH1890  EPOCH DATE  -        2004.65
 BH1890  X           -       8,392.389 (meters)                     COMP
 BH1890  Y           -  -5,526,954.863 (meters)                     COMP
 BH1890  Z           -   3,172,566.820 (meters)                     COMP
 BH1890  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BH1890  ELLIP HEIGHT-         -24.80  (meters)          (06/22/05) GPS OBS
 BH1890  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BH1890  DYNAMIC HT  -           1.42  (meters)       4.7   (feet)  COMP
 BH1890  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BH1890
 BH1890  HORZ ORDER  -  B
 BH1890  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1890  ELLP ORDER  -  FOURTH    CLASS I
 BH1890
 BH1890.The horizontal coordinates were established by GPS observations
 BH1890.and adjusted by the National Geodetic Survey in June 2005..
 BH1890.The horizontal coordinates are valid at the epoch date displayed above.
 BH1890.The epoch date for horizontal control is a decimal equivalence
 BH1890.of Year/Month/Day.
 BH1890
 BH1890 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1890 ** and geoid heights are valid at the date of observation. These heights
 BH1890 ** must always be validated when used as control.
 BH1890 ** The orthometric height was determined by GPS observations using
 BH1890 ** precise GPS observation and processing techniques and a new
 BH1890 ** realization of GEOID03. It supersedes the leveled height previously
 BH1890 ** determined for this station.
 BH1890 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1890 ** epoch indicated which incorporates improved geoid heights for the
 BH1890 ** Southern Louisiana Subsidence area.
 BH1890 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1890.The orthometric height was determined by GPS observations and a
 BH1890.high-resolution geoid model using precise GPS observation and
 BH1890.processing techniques. It supersedes the leveled height previously
 BH1890.determined for this station.
 BH1890.WARNING-GPS observations at this control monument resulted in a GPS
 BH1890.derived orthometric height which differed from the leveled height by
 BH1890.more than one decimeter (0.1 meter).
 BH1890.The vertical order pertains to the first NAVD 88 superseded value.
 BH1890
 BH1890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1890
 BH1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1890
 BH1890.The ellipsoidal height was determined by GPS observations
 BH1890.and is referenced to NAD 83.
 BH1890
 BH1890.The geoid height was determined by GEOID03.
 BH1890
 BH1890.The dynamic height is computed by dividing the NAVD 88
 BH1890.geopotential number by the normal gravity value computed on the
 BH1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1890.degrees latitude (g = 980.6199 gals.).
 BH1890
 BH1890.The modeled gravity was interpolated from observed gravity values.
 BH1890
 BH1890;                    North         East     Units Scale Factor Converg.
 BH1890;SPC LA S     -   169,662.261 1,136,997.482   MT  0.99992582   +0 42 36.7
 BH1890;SPC LA S     -   556,633.60  3,730,299.24   sFT  0.99992582   +0 42 36.7
 BH1890;UTM  16      - 3,324,906.691   219,051.817   MT  1.00057395   -1 27 30.5
 BH1890
 BH1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1890!SPC LA S     -   1.00000389  x   0.99992582  =   0.99992971
 BH1890!UTM  16      -   1.00000389  x   1.00057395  =   1.00057785
 BH1890
 BH1890                          SUPERSEDED SURVEY CONTROL
 BH1890
 BH1890  NAVD 88 (12/05/96)    1.622  (m)            5.32   (f) ADJUSTED    1 1
 BH1890  NAVD 88 (02/14/94)    1.634  (m)            5.36   (f) UNKNOWN     1 1
 BH1890  NGVD 29 (05/21/91)    1.694  (m)            5.56   (f) ADJUSTED    1 1
 BH1890
 BH1890.Superseded values are not recommended for survey control.
 BH1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1890.See file dsdata.txt to determine how the superseded data were derived.
 BH1890
 BH1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1905224907(NAD 83)
 BH1890_MARKER: DB = BENCH MARK DISK
 BH1890_SETTING: 0 = UNSPECIFIED SETTING
 BH1890_SP_SET: 6600 FT WELL CASING
 BH1890_STAMPING: WASTE WELL 2 RESET 1988
 BH1890_MARK LOGO: NGS   
 BH1890_PROJECTION: PROJECTING 40 CENTIMETERS
 BH1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1890+STABILITY: POSITION/ELEVATION WELL
 BH1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1890+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 BH1890_ROD/PIPE-DEPTH: 2011 meters
 BH1890
 BH1890  HISTORY     - Date     Condition        Report By
 BH1890  HISTORY     - 1988     MONUMENTED       NGS
 BH1890  HISTORY     - 19880920 GOOD             LADTD
 BH1890  HISTORY     - 19901016 GOOD             NGS
 BH1890  HISTORY     - 19941024 GOOD             NGS
 BH1890  HISTORY     - 20040413 GOOD             NGS
 BH1890  HISTORY     - 20060401 GOOD             NGS
 BH1890
 BH1890                          STATION DESCRIPTION
 BH1890
 BH1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BH1890'10.4 KM (6.45 MI) EAST FROM NEW ORLEANS.
 BH1890'THE MARK IS 0.46 M ABOVE THE GROUND.
 BH1890'3 KM (1.85 MI) EAST ON U S HIGHWAY 90 FROM THE INTERSTATE
 BH1890'HIGHWAY 10 OVERPASS, THENCE 2.3 KM (1.45 MI) SOUTHEAST ON GENTILLY
 BH1890'ROAD, AT THE NASA MICHOUD PLANT, 150 YARDS SOUTHEAST OF THE SOUTHEAST
 BH1890'WALL OF BUILDING NUMBER 103, AT THE SOUTH CORNER OF A WASTE HOLDING
 BH1890'POND NUMBER 170.  TAHE DISK IS FASTENED TO THE TOP CENTER OF A STEEL
 BH1890'PLATE WELDED TO THE TOP OF THE WELL CASING PROJECTING ABOUT 18-INCHES
 BH1890'ABOVE THE GROUND SURFACE, ABOUT 16-INCHES IN DIAMETER.  THE WELL
 BH1890'CASING IS 6600 FEET DEEP AND FILLED WITH CEMENT.
 BH1890
 BH1890                          STATION RECOVERY (1988)
 BH1890
 BH1890'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1890'ABOUT 3 KM (1.85 MI) EAST ON U S HIGHWAY 90 FROM THE INTERSTATE
 BH1890'HIGHWAY 10 OVERPASS, THENCE 2.3 KM (1.45 MI) SOUTHEAST ON GENTILLY
 BH1890'ROAD, AT THE NASA MICHOUD PLANT, 150 YARDS SOUTHEAST OF THE SOUTHEAST
 BH1890'WALL OF BUILDING NUMBER 103, AT THE SOUTH CORNER OF A WASTE HOLDING
 BH1890'POND NUMBER 170.  THE DISK IS FASTENED TO THE TOP CENTER OF A STEEL
 BH1890'PLATE WELDED TO THE TOP OF THE WELL CASING PROJECTING ABOUT 18-INCHES
 BH1890'ABOVE THE GROUND SURFACE, ABOUT 16-INCHES IN DIAMETER.  THE WELL
 BH1890'CASING IS 6600 FEET DEEP AND FILLED WITH CEMENT.
 BH1890
 BH1890                          STATION RECOVERY (1990)
 BH1890
 BH1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1890'1.2 KM (0.7 MI) SOUTHERLY ALONG SATURN BOULEVARD (NASA GATE 12
 BH1890'ENTRANCE ROAD) FROM THE JUNCTION OF GENTILLY ROAD IN NEW ORLEANS, AT
 BH1890'WASTE HOLDING POND NUMBER 170, 100.0 M (328.1 FT) NORTH-NORTHWEST OF
 BH1890'THE BOULEVARD CENTERLINE, AND 0.4 M (1.3 FT) ABOVE THE GROUND
 BH1890'SURFACE.  NOTE--THE WELL CASING IS REPORTED TO BE 6600 FEET DEEP AND
 BH1890'IS FILLED WITH CONCRETE.  THE DISK IS AFFIXED TO A METAL PLATE THAT
 BH1890'WAS USED TO CAP THE WELL.  THE MARK IS ON PROPERTY OWNED BY NASA
 BH1890'MICHOUD PLANT.  FOR PERMISSION TO VISIT THE MARK SITE, CONTACT--TONY
 BH1890'NAPOLITANO, MARTIN MARIETTA MANNED SPACE SYSTEMS, P.O. BOX 29304, MS
 BH1890'3131, NEW ORLEANS, LA 70189-9304, TELEPHONE NUMBER (504) 257-1893.
 BH1890
 BH1890                          STATION RECOVERY (1994)
 BH1890
 BH1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1890'3.0 KM (1.85 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR HIGHWAY)
 BH1890'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS, THENCE 8.0
 BH1890'KM (4.95 MI) EASTERLY ALONG GENTILLY ROAD, THENCE 1.2 KM (0.75 MI)
 BH1890'SOUTHERLY ALONG SATURN BOULEVARD, 100.0 M (328.1 FT) NORTH-NORTHWEST
 BH1890'OF THE BOULEVARD CENTERLINE, 3.9 M (12.8 FT) NORTHEAST OF THE EXTENDED
 BH1890'CENTER OF A ROAD, 3.2 M (10.5 FT) SOUTHEAST OF TRIANGULATION STATION
 BH1890'MICHOUD, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK
 BH1890'IS AFFIXED TO A METAL PLATE THAT WAS USED TO CAP WASTE WELL 2.  THE
 BH1890'MARK IS ON PROPERTY OWNED BY NASA MICHOUD PLANT.  TO GAIN ACCESS TO
 BH1890'THE MONUMENT, CONTACT--DAVE WELLS--MARTIN MARIETTA MANNED SPACE
 BH1890'SYSTEMS, P.O.  BOX 29304-MS 3131, NEW ORLEANS, LA 70189-9304,
 BH1890'TELEPHONE NUMBER (504) 257-5441.
 BH1890
 BH1890                          STATION RECOVERY (2004)
 BH1890
 BH1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BH1890'FROM THE JUNCTION OF I 10 AND I 510 EAST OF NEW ORLEANS GO SOUTH ON I
 BH1890'510 (EXIT 246) FOR 2.7  MILES, USE EXIT 2C, ALMONSTER AVE. PROCEED TO
 BH1890'STOP LIGHT AND TURN LEFT, EASTERLY AND GO  1.35 MILES TO THE VISITOR
 BH1890'PARKING LOT FOR THE NASA MICHOUD PLANT.  PROCEED INTO THE  PARKING LOT
 BH1890'AND PARK AND GO TO BLDG 350 TO GET A VISITOR PASS,VEHICLE PASS, AND
 BH1890'CAMERA  PASS. PRIOR TO COMING TO THE FACILITY A CALL SHOULD BE MADE 2
 BH1890'DAYS IN ADVANCE TO  504-257-1900 TO GET PERMISSION FOR ENTRY.  AT THIS
 BH1890'TIME THE POC IS CAROLYN S. MONTEITH WITH  THE FACILITIES AND
 BH1890'ENVIRONMENTAL OPERATIONS GROUP. UPON LEAVING THE VISITOR CENTER  TURN
 BH1890'RIGHT EASTERLY ON ALMONSTER AVE FOR 0.1 MILE TO THE ENTRANCE GATE TO
 BH1890'THE  FACILITY.CONTINUE ON VENUS DR FOR 0.4 MILES TO THE INTERSECTION
 BH1890'WITH SATURN BLVD, TURN  LEFT EASTERLY FOR 0.3 MILES TO A GATE ON THE
 BH1890'LEFT, TURN LEFT NORTHERLY FO 0.075 MILES TO  THE MARK ON THE RIGHT
 BH1890'BEHIND STORAGE CONTAINER. TH MARK IS 19 FT S OF THE NE CORNER OF A
 BH1890'COMCRETE SLAB, 6.5 FT NW OF THE NW CORNER OF THE STORAGE CONTAINER AND
 BH1890'IN THE CENTER  OF A GRASSY AREA 6 FT ON A SIDE WITHIN THE CONCRETE
 BH1890'PAD.THE MARK IS IN TOP OF A WELL  CASING PROJECTING 18INCHES AND IS 2
 BH1890'FT IN DIAMTER.IT IS IN THE CENTER ON TOP OF A STEEL  PLATE. THE WELL
 BH1890'IS 6600 FT DEEP FILLED WITH CONCRETE.
 BH1890
 BH1890                          STATION RECOVERY (2006)
 BH1890
 BH1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DB)
 BH1890'RECOVERED IN GOOD CONDITION.  NOTE--GET PASS AT BUILDING 350 TO
 BH1890'ENTER,THERE ARE TWO BUILDINGS WITH FLAG POLES. CAN GET PASS AT EITHER
 BH1890'ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0722 ***********************************************************************
 BW0722  DESIGNATION -  WATERPROOF
 BW0722  PID         -  BW0722
 BW0722  STATE/COUNTY-  LA/TENSAS
 BW0722  USGS QUAD   -  WATERPROOF (1994)
 BW0722
 BW0722                         *CURRENT SURVEY CONTROL
 BW0722  ___________________________________________________________________
 BW0722* NAD 83(1992)-  31 48 14.76369(N)    091 22 57.52032(W)     ADJUSTED  
 BW0722* NAVD 88     -        25.41   (+/-2cm)      83.4    (feet)  VERTCON   
 BW0722  ___________________________________________________________________
 BW0722  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BW0722  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0722
 BW0722  HORZ ORDER  -  FIRST
 BW0722  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0722
 BW0722.The horizontal coordinates were established by classical geodetic methods
 BW0722.and adjusted by the National Geodetic Survey in May 1994..
 BW0722
 BW0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0722.The vertical order pertains to the NGVD 29 superseded value.
 BW0722
 BW0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0722
 BW0722.The geoid height was determined by GEOID03.
 BW0722
 BW0722;                    North         East     Units Scale Factor Converg.
 BW0722;SPC LA N     -   145,137.395 1,105,795.609   MT  0.99991670   +0 35 26.7
 BW0722;SPC LA N     -   476,171.60  3,627,931.09   sFT  0.99991670   +0 35 26.7
 BW0722;SPC MS W     -   255,907.643   600,639.532   MT  1.00007171   -0 33 11.0
 BW0722;SPC MS W     -   839,590.33  1,970,598.20   sFT  1.00007171   -0 33 11.0
 BW0722;UTM  15      - 3,519,861.111   653,100.893   MT  0.99988909   +0 51 09.1
 BW0722
 BW0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0722!SPC LA N     -   1.00000011  x   0.99991670  =   0.99991681
 BW0722!SPC MS W     -   1.00000011  x   1.00007171  =   1.00007182
 BW0722!UTM  15      -   1.00000011  x   0.99988909  =   0.99988920
 BW0722
 BW0722|---------------------------------------------------------------------|
 BW0722| PID    Reference Object                     Distance      Geod. Az  |
 BW0722|                                                           dddmmss.s |
 BW0722| BW0802 LXXI USE                             74.512 METERS 01147     |
 BW0722| CY3319 B 4476                                             0381349.3 |
 BW0722| BW0723 WATERPROOF RM 1                     200.400 METERS 24650     |
 BW0722|---------------------------------------------------------------------|
 BW0722
 BW0722                          SUPERSEDED SURVEY CONTROL
 BW0722
 BW0722  NAD 83(1992)-  31 48 14.77466(N)    091 22 57.51470(W) AD(       ) 1
 BW0722  NAD 83(1986)-  31 48 14.77694(N)    091 22 57.51610(W) AD(       ) 1
 BW0722  NAD 27      -  31 48 14.19237(N)    091 22 57.09970(W) AD(       ) 1
 BW0722  NGVD 29 (??/??/92)   25.413  (m)           83.38   (f) ADJ UNCH    1 2
 BW0722
 BW0722.Superseded values are not recommended for survey control.
 BW0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0722.See file dsdata.txt to determine how the superseded data were derived.
 BW0722
 BW0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR5310119861(NAD 83)
 BW0722_MARKER: DS = TRIANGULATION STATION DISK
 BW0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0722_STAMPING: WATERPROOF 1929
 BW0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0722+STABILITY: SURFACE MOTION
 BW0722
 BW0722  HISTORY     - Date     Condition        Report By
 BW0722  HISTORY     - 1929     MONUMENTED       CGS
 BW0722  HISTORY     - 1936     GOOD             LAGS
 BW0722  HISTORY     - 1938     GOOD             NGS
 BW0722  HISTORY     - 1941     GOOD             CGS
 BW0722
 BW0722                          STATION DESCRIPTION
 BW0722
 BW0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW0722'IN TOWN OF WATERPROOF, AT ANGLE IN LEVEE, 56-1/2 FEET S OF DIRT
 BW0722'ROAD CROSSING LEVEE ON CROWN, ABOUT 200 METERS (656 FEET) NE OF
 BW0722'TOWN WATER TANK, AND 131 FEET SE OF POINT WHERE ROAD RUNNING
 BW0722'ALONG BASE OF LEVEE TURNS W INTO MAIN PART OF TOWN.
 BW0722'
 BW0722'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW0722'DISKS SET IN CONCRETE.
 BW0722'
 BW0722'REFERENCE MARK IS 167-1/2 FEET S OF RESERVOIR AT BASE OF WATER
 BW0722'TANK, ON TOP OF LEVEE, 103 FEET E OF CENTER LINE OF U.S. HIGHWAY
 BW0722'65, AND 200.4 METERS (657 FEET) FROM STATION
 BW0722'S 66 DEG 50 MIN W.
 BW0722'
 BW0722'P.B.M. LXXI IS 74.51 METERS (244.5 FEET) FROM STATION
 BW0722'N 11 DEG 46 MIN E.  AZIMUTH FROM STATION TO WATERPROOF, BLACK WATER
 BW0722'TANK, IS S 83 DEG 06 MIN W.
 BW0722
 BW0722                          STATION RECOVERY (1936)
 BW0722
 BW0722'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BW0722'THE ORIGINAL DESCRIPTION FITS THIS STATION IN EVERY RESPECT.
 BW0722
 BW0722                          STATION RECOVERY (1938)
 BW0722
 BW0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BW0722'IN WATER PROOF.
 BW0722'AT WATER PROOF, TENSAS PARISH, ON THE RIGHT BANK OF MISSISSIPPI RIVER,
 BW0722'ON THE BANQUETTE OF THE LEVEE, 489.6 FEET EAST OF THE WATER PROOF
 BW0722'WATER TANK, 147.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FENCE
 BW0722'AROUND THE F. PRICE RESIDENCE, 75 FEET ALONG THE CROWN OF THE LEVEE
 BW0722'FROM AN ANGLE TO THE RIGHT, 44.6 FEET LANDSIDE OF THE CENTERLINE OF
 BW0722'THE CROWN, 3 INCHES UNDER GROUND AND SURROUNDED BY THREE OAK POSTS. A
 BW0722'STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE
 BW0722'POST.
 BW0722
 BW0722                          STATION RECOVERY (1941)
 BW0722
 BW0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW0722'STATION RECOVERED AS DESCRIBED.  NEW DESCRIPTION FOLLWS--STATION
 BW0722'IS AT THE E SIDE OF THE TOWN OF WATERPROOF, ON THE W BANQUETTE
 BW0722'OF THE LEVEE, ABOUT 200 YARDS NE OF A WATER TANK, ABOUT 100
 BW0722'YARDS E OF THE MAIN STREET, 56-1/2 FEET S OF A ROAD CROSSING
 BW0722'LEVEE, 45 FEET W OF TOP OF LEVEE AND 8-1/2 FEET E OF A WHITE
 BW0722'REFERENCE POST.
 BW0722'
 BW0722'STATION IS STAMPED WATERPROOF 1929 AND IS SET FLUSH
 BW0722'WITH THE GROUND.
 BW0722'
 BW0722'REFERENCE MARK NO. 1, IS 167-1/2 FEET S OF THE WATER
 BW0722'TANK, 103 FEET E OF THE CENTER OF U.S. HIGHWAY 65.  IT IS STAMPED
 BW0722'WATERPROOF NO. 1 1929 AND PROJECTS ABOUT 10 INCHES.
 BW0722'
 BW0722'REFERENCE MARK NO. 2 IS IN THE FRONT YARD OF A.P. MARTIN, 1
 BW0722'FOOT S OF THE FRONT STEPS AND 1 FOOT E OF THE HOUSE.  MARK IS
 BW0722'A MARBLE POST PROJECTING ABOUT 6 INCHES AND BEARS THE INSCRIPTION,
 BW0722'U.S. B.M. 1881.
 BW0722'
 BW0722'THE AZIMUTH MARK IS 48 FEET W OF THE TOP CENTER OF THE LEVEE,
 BW0722'180 FEET N OF A GATE ON TOP OF LEVEE AND 2 FEET E OF A WHITE
 BW0722'REFERENCE POST.  IT IS A STANDARD LA. GEOD. S. MARK IN A 6-INCH
 BW0722'SQUARE CONCRETE POST, STAMPED B 4476 AND PROJECTS ABOUT 2 INCHES.
 BW0722'
 BW0722'A 136-FOOT SIGNAL AT MONTICELLO IS VISIBLE AT 103 FEET.
 BW0722'
 BW0722'A 116-FOOT SIGNAL AT COOTER IS VISIBLE AT 116 FEET.
 BW0722'
 BW0722'A 126-FOOT SIGNAL AT BANG IS VISIBLE AT 103 FEET.
 BW0722'
 BW0722'A 90-FOOT SIGNAL AT JONES IS VISIBLE AT 103 FEET.
 BW0722'
 BW0722'OBSERVATIONS TAKEN FROM A 116-FOOT SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3273 ***********************************************************************
 AU3273  DESIGNATION -  WATERPROOF
 AU3273  PID         -  AU3273
 AU3273  STATE/COUNTY-  LA/TERREBONNE
 AU3273  USGS QUAD   -  HUMPHREYS (1980)
 AU3273
 AU3273                         *CURRENT SURVEY CONTROL
 AU3273  ___________________________________________________________________
 AU3273* NAD 83(1992)-  29 32 45.65244(N)    090 48 25.18583(W)     ADJUSTED  
 AU3273* NAVD 88     -         0.67   (+/-2cm)       2.2  **(feet)  VERTCON   
 AU3273  **This station is located in a subsidence area (see below).
 AU3273  ___________________________________________________________________
 AU3273  X           -     -78,213.122 (meters)                     COMP
 AU3273  Y           -  -5,552,673.282 (meters)                     COMP
 AU3273  Z           -   3,126,680.777 (meters)                     COMP
 AU3273  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3273  ELLIP HEIGHT-         -24.66  (meters)          (07/18/02) GPS OBS
 AU3273  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AU3273
 AU3273  HORZ ORDER  -  FIRST
 AU3273  VERT ORDER  -  THIRD ? (See Below)
 AU3273  ELLP ORDER  -  FOURTH    CLASS II
 AU3273
 AU3273.The horizontal coordinates were established by GPS observations
 AU3273.and adjusted by the National Geodetic Survey in January 1993..
 AU3273
 AU3273 ** The orthometric height has not been validated since last determined
 AU3273 ** by differential leveling and should not be used for control purposes.
 AU3273 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3273 ** area with valid NAVD 88 orthometric heights.
 AU3273 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3273 ** epoch indicated which incorporates improved geoid heights for the
 AU3273 ** Southern Louisiana Subsidence area.
 AU3273 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3273.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3273.The vertical order pertains to the NGVD 29 superseded value.
 AU3273
 AU3273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3273
 AU3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3273
 AU3273.The ellipsoidal height was determined by GPS observations
 AU3273.and is referenced to NAD 83.
 AU3273
 AU3273.The geoid height was determined by GEOID03.
 AU3273
 AU3273;                    North         East     Units Scale Factor Converg.
 AU3273;SPC LA S     -   116,063.116 1,051,011.511   MT  0.99995704   +0 15 47.4
 AU3273;SPC LA S     -   380,783.74  3,448,193.60   sFT  0.99995704   +0 15 47.4
 AU3273;UTM  15      - 3,270,487.773   712,493.072   MT  1.00015717   +1 04 54.6
 AU3273
 AU3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3273!SPC LA S     -   1.00000387  x   0.99995704  =   0.99996091
 AU3273!UTM  15      -   1.00000387  x   1.00015717  =   1.00016104
 AU3273
 AU3273                          SUPERSEDED SURVEY CONTROL
 AU3273
 AU3273  ELLIP H (01/21/93)  -24.67   (m)                       GP(       ) 4 2
 AU3273  NAD 83(1986)-  29 32 45.67286(N)    090 48 25.18550(W) AD(       ) 1
 AU3273  NGVD 29 (04/21/89)    0.80   (m)            2.6    (f) LEVELING    3  
 AU3273
 AU3273.Superseded values are not recommended for survey control.
 AU3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3273.See file dsdata.txt to determine how the superseded data were derived.
 AU3273
 AU3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1249370488(NAD 83)
 AU3273_MARKER: I = METAL ROD
 AU3273_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AU3273_SP_SET: OBJECT DRIVEN INTO GROUND
 AU3273_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU3273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3273+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3273
 AU3273  HISTORY     - Date     Condition        Report By
 AU3273  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3273
 AU3273                          STATION DESCRIPTION
 AU3273
 AU3273'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3273'STATION IS LOCATED 5 MILES WEST OF HOUMA, ON THE NORTH EDGE OF A SUGAR
 AU3273'CANE FIELD.  THE STATION IS A 9/16 STEEL ROD IN GROUND SET INSIDE A
 AU3273'PVC PIPE ON PROPERTY OF AN UNKNOWN OWNER.
 AU3273'
 AU3273'THE STATION IS 26.3 FEET NORTH NORTHEAST FROM THE CENTER OF AN
 AU3273'UNNAMED DIRT ROAD, 2.1 FEET EAST SOUTHEAST FROM THE SOUTHERLY EDGE OF
 AU3273'AN IRRIGATION DITCH, 13.0 FEET NORTHEAST OF AN IRON GATE POST AND 6.3
 AU3273'FEET NORTHEAST OF A POWERPOLE NUMBER A10.
 AU3273'
 AU3273'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND
 AU3273'LOUISIANA S.R. 315 GO WEST ON US 90 FOR 4.8 MILES TO A SIDE ROAD
 AU3273'LEFT - WEST - TURN LEFT - IT IS THE ENTRANCE TO HOUMA FLUID
 AU3273'SERVICES - AND GO 0.4 MILES TO A ROAD RIGHT - NORTH TURN RIGHT AND GO
 AU3273'0.25 MILE TO HOUMA FLUID SERVICES ON THE LEFT, AND AN IRON GATE ACROSS
 AU3273'ROAD.  STATION IS ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2428 ***********************************************************************
 BW2428  DESIGNATION -  WATERPROOF BLACK WATER TANK
 BW2428  PID         -  BW2428
 BW2428  STATE/COUNTY-  LA/TENSAS
 BW2428  USGS QUAD   -  WATERPROOF (1994)
 BW2428
 BW2428                         *CURRENT SURVEY CONTROL
 BW2428  ___________________________________________________________________
 BW2428* NAD 83(1992)-  31 48 14.17960(N)    091 23 03.17757(W)     ADJUSTED  
 BW2428* NAVD 88     -                                                        
 BW2428  ___________________________________________________________________
 BW2428  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BW2428  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2428
 BW2428  HORZ ORDER  -  THIRD
 BW2428
 BW2428.The horizontal coordinates were established by classical geodetic methods
 BW2428.and adjusted by the National Geodetic Survey in May 1994..
 BW2428
 BW2428
 BW2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2428
 BW2428.The geoid height was determined by GEOID03.
 BW2428
 BW2428;                    North         East     Units Scale Factor Converg.
 BW2428;SPC LA N     -   145,117.874 1,105,647.007   MT  0.99991670   +0 35 23.7
 BW2428;SPC LA N     -   476,107.56  3,627,443.56   sFT  0.99991670   +0 35 23.7
 BW2428;SPC MS W     -   255,891.090   600,490.548   MT  1.00007208   -0 33 14.0
 BW2428;SPC MS W     -   839,536.02  1,970,109.41   sFT  1.00007208   -0 33 14.0
 BW2428;UTM  15      - 3,519,840.912   652,952.386   MT  0.99988853   +0 51 06.1
 BW2428
 BW2428                          SUPERSEDED SURVEY CONTROL
 BW2428
 BW2428  NAD 83(1992)-  31 48 14.19055(N)    091 23 03.17194(W) AD(       ) 4
 BW2428  NAD 83(1986)-  31 48 14.19285(N)    091 23 03.17334(W) AD(       ) 4
 BW2428  NAD 27      -  31 48 13.60829(N)    091 23 02.75684(W) AD(       ) 3
 BW2428
 BW2428.Superseded values are not recommended for survey control.
 BW2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2428.See file dsdata.txt to determine how the superseded data were derived.
 BW2428
 BW2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR5295219841(NAD 83)
 BW2428_MARKER: 53 = ELEVATED TANK
 BW2428
 BW2428  HISTORY     - Date     Condition        Report By
 BW2428  HISTORY     - 1929     FIRST OBSERVED   CGS
 BW2428
 BW2428                          STATION DESCRIPTION
 BW2428
 BW2428'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0723 ***********************************************************************
 BW0723  DESIGNATION -  WATERPROOF RM 1
 BW0723  PID         -  BW0723
 BW0723  STATE/COUNTY-  LA/TENSAS
 BW0723  USGS QUAD   -  WATERPROOF (1994)
 BW0723
 BW0723                         *CURRENT SURVEY CONTROL
 BW0723  ___________________________________________________________________
 BW0723* NAD 83(1986)-  31 48 18.     (N)    091 22 56.     (W)     SCALED    
 BW0723* NAVD 88     -        25.50   (+/-2cm)      83.7    (feet)  VERTCON   
 BW0723  ___________________________________________________________________
 BW0723  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0723
 BW0723  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0723
 BW0723.The horizontal coordinates were scaled from a topographic map and have
 BW0723.an estimated accuracy of +/- 6 seconds.
 BW0723
 BW0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0723.The vertical order pertains to the NGVD 29 superseded value.
 BW0723
 BW0723.The geoid height was determined by GEOID03.
 BW0723
 BW0723;                    North         East    Units  Estimated Accuracy
 BW0723;SPC LA N     -   145,240.    1,105,840.      MT  (+/- 180 meters Scaled)
 BW0723
 BW0723                          SUPERSEDED SURVEY CONTROL
 BW0723
 BW0723  NGVD 29 (??/??/92)   25.50   (m)           83.7    (f) COMPUTED    1 2
 BW0723
 BW0723.Superseded values are not recommended for survey control.
 BW0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0723.See file dsdata.txt to determine how the superseded data were derived.
 BW0723
 BW0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR531199(NAD 83)
 BW0723_MARKER: DR = REFERENCE MARK DISK
 BW0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0723_STAMPING: WATERPROOF NO 1 1929
 BW0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0723+STABILITY: SURFACE MOTION
 BW0723
 BW0723  HISTORY     - Date     Condition        Report By
 BW0723  HISTORY     - 1929     MONUMENTED       CGS
 BW0723  HISTORY     - 1962     POOR             USGS
 BW0723
 BW0723                          STATION DESCRIPTION
 BW0723
 BW0723'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0723'IN WATER PROOF.
 BW0723'655 FEET SOUTHWEST OF TRIANGULATION STATON WATERPROOF, 167.5 FEET
 BW0723'SOUTH OF THE RESERVOIR AT THE BASE OF THE WATER PROOF WATER TANK, AND
 BW0723'103 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 65.  A STANDARD
 BW0723'REFERENCE-MARK DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- USGS
 BW0723'REPORT- THE POST IS LEANING APPROXIMATELY 30 DEGREES WEST, AND NEARLY
 BW0723'OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2427 ***********************************************************************
 BW2427  DESIGNATION -  WATERPROOF SILVER WATER TANK
 BW2427  PID         -  BW2427
 BW2427  STATE/COUNTY-  LA/TENSAS
 BW2427  USGS QUAD   -  WATERPROOF (1994)
 BW2427
 BW2427                         *CURRENT SURVEY CONTROL
 BW2427  ___________________________________________________________________
 BW2427* NAD 83(1992)-  31 48 26.65793(N)    091 23 39.60341(W)     ADJUSTED  
 BW2427* NAVD 88     -                                                        
 BW2427  ___________________________________________________________________
 BW2427  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BW2427  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2427
 BW2427  HORZ ORDER  -  THIRD
 BW2427
 BW2427.The horizontal coordinates were established by classical geodetic methods
 BW2427.and adjusted by the National Geodetic Survey in May 1994..
 BW2427
 BW2427
 BW2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2427
 BW2427.The geoid height was determined by GEOID03.
 BW2427
 BW2427;                    North         East     Units Scale Factor Converg.
 BW2427;SPC LA N     -   145,492.347 1,104,685.079   MT  0.99991658   +0 35 04.4
 BW2427;SPC LA N     -   477,336.14  3,624,287.63   sFT  0.99991658   +0 35 04.4
 BW2427;SPC MS W     -   256,284.752   599,536.137   MT  1.00007443   -0 33 33.4
 BW2427;SPC MS W     -   840,827.56  1,966,978.14   sFT  1.00007443   -0 33 33.4
 BW2427;UTM  15      - 3,520,210.974   651,988.785   MT  0.99988490   +0 50 47.2
 BW2427
 BW2427                          SUPERSEDED SURVEY CONTROL
 BW2427
 BW2427  NAD 83(1992)-  31 48 26.66865(N)    091 23 39.59750(W) AD(       ) 4
 BW2427  NAD 83(1986)-  31 48 26.67106(N)    091 23 39.59886(W) AD(       ) 4
 BW2427  NAD 27      -  31 48 26.08683(N)    091 23 39.18166(W) AD(       ) 3
 BW2427
 BW2427.Superseded values are not recommended for survey control.
 BW2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2427.See file dsdata.txt to determine how the superseded data were derived.
 BW2427
 BW2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR5198920211(NAD 83)
 BW2427_MARKER: 53 = ELEVATED TANK
 BW2427
 BW2427  HISTORY     - Date     Condition        Report By
 BW2427  HISTORY     - 1929     FIRST OBSERVED   CGS
 BW2427
 BW2427                          STATION DESCRIPTION
 BW2427
 BW2427'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1234 ***********************************************************************
 AT1234  DESIGNATION -  WATERWAY
 AT1234  PID         -  AT1234
 AT1234  STATE/COUNTY-  LA/JEFFERSON
 AT1234  USGS QUAD   -  WILKINSON BAY (1992)
 AT1234
 AT1234                         *CURRENT SURVEY CONTROL
 AT1234  ___________________________________________________________________
 AT1234* NAD 83(1992)-  29 25 41.28534(N)    089 59 39.37010(W)     ADJUSTED  
 AT1234* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AT1234  **This station is located in a subsidence area (see below).
 AT1234  ___________________________________________________________________
 AT1234  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AT1234  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AT1234
 AT1234  HORZ ORDER  -  SECOND
 AT1234
 AT1234.The horizontal coordinates were established by classical geodetic methods
 AT1234.and adjusted by the National Geodetic Survey in January 1993..
 AT1234
 AT1234 ** The orthometric height has not been validated since last determined
 AT1234 ** by differential leveling and should not be used for control purposes.
 AT1234 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1234 ** area with valid NAVD 88 orthometric heights.
 AT1234 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1234 ** epoch indicated which incorporates improved geoid heights for the
 AT1234 ** Southern Louisiana Subsidence area.
 AT1234 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1234
 AT1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1234
 AT1234.The geoid height was determined by GEOID03.
 AT1234
 AT1234;                    North         East     Units Scale Factor Converg.
 AT1234;SPC LA S     -   103,639.338 1,129,929.461   MT  0.99997535   +0 40 10.4
 AT1234;SPC LA S     -   340,023.39  3,707,110.24   sFT  0.99997535   +0 40 10.4
 AT1234;UTM  16      - 3,259,152.542   209,499.389   MT  1.00064145   -1 28 20.0
 AT1234;UTM  15      - 3,259,181.188   791,613.080   MT  1.00064944   +1 28 40.3
 AT1234
 AT1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1234!SPC LA S     -   1.00000353  x   0.99997535  =   0.99997888
 AT1234!UTM  16      -   1.00000353  x   1.00064145  =   1.00064498
 AT1234!UTM  15      -   1.00000353  x   1.00064944  =   1.00065297
 AT1234
 AT1234|---------------------------------------------------------------------|
 AT1234| PID    Reference Object                     Distance      Geod. Az  |
 AT1234|                                                           dddmmss.s |
 AT1234| DD8230 WATERWAY RM 1                        12.305 METERS 24618     |
 AT1234| DD8231 WATERWAY RM 2                        13.418 METERS 31854     |
 AT1234| DD8229 WATERWAY AZ MK                                     3544612.4 |
 AT1234|---------------------------------------------------------------------|
 AT1234
 AT1234                          SUPERSEDED SURVEY CONTROL
 AT1234
 AT1234  NAD 83(1986)-  29 25 41.29891(N)    089 59 39.37725(W) AD(       ) 2
 AT1234  NAD 27      -  29 25 40.50213(N)    089 59 39.11706(W) AD(       ) 2
 AT1234  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 AT1234
 AT1234.Superseded values are not recommended for survey control.
 AT1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1234.See file dsdata.txt to determine how the superseded data were derived.
 AT1234
 AT1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT0949959153(NAD 83)
 AT1234_MARKER: DD = SURVEY DISK
 AT1234_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1234+WITH SETTING: INFORMATION.
 AT1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1234
 AT1234  HISTORY     - Date     Condition        Report By
 AT1234  HISTORY     - 1966     MONUMENTED       CGS
 AT1234  HISTORY     - 1971     GOOD             USGS
 AT1234
 AT1234                          STATION DESCRIPTION
 AT1234
 AT1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1234'STATION IS ABOUT 19 MILES SOUTH-SOUTHEAST OF LAFITTE, 13-1/2 MILES
 AT1234'NORTH OF GRAND
 AT1234'ISLE, ON THE NORTHWEST SIDE OF BARATARIA BAY AND ON THE
 AT1234'WEST SIDE OF BARATARIA WATERWAY.
 AT1234'
 AT1234'STATION MARK, A STANDARD DISK STAMPED WATERWAY 1966, IS CRIMPED TO
 AT1234'THE TOP OF A 5/8
 AT1234'INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS ENCASED
 AT1234'IN A 4 INCH ORANGEBURG PIPE WHICH
 AT1234'PROJECTS 2.2 FEET.  IT IS 120 FEET
 AT1234'WEST OF THE WEST EDGE OF THE BARATARIA WATERWAY AND
 AT1234'2.7 FEET NORTH OF A
 AT1234'METAL WITNESS POST.
 AT1234'
 AT1234'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WATERWAY NO 1 1966, IS
 AT1234'CRIMPED TO THE TOP
 AT1234'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.  IT
 AT1234'IS ENCASED IN A 4 INCH ORANGEBURG
 AT1234'PIPE WHICH PROJECTS 2.3 FEET.  IT IS
 AT1234'160 FEET WEST OF THE WEST EDGE OF THE BARATARIA
 AT1234'WATERWAY AND 39 FEET WEST
 AT1234'OF THE METAL WITNESS POST.
 AT1234'
 AT1234'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WATERWAY NO 2 1966, IS
 AT1234'CRIMPED TO THE TOP
 AT1234'OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG.  IT
 AT1234'IS ENCASED IN A 4 INCH ORANGEBURG
 AT1234'PIPE WHICH PROJECTS 2.3 FEET.  IT IS
 AT1234'135 FEET WEST OF THE WEST EDGE OF THE BARATARIA
 AT1234'WATERWAY AND 45.8 FEET
 AT1234'NORTHWEST OF THE METAL WITNESS POST.
 AT1234'
 AT1234'AZIMUTH MARK, A STANDARD DISK STAMPED WATERWAY 1966.  IT IS LOCATED
 AT1234'ABOUT 0.5 MILE
 AT1234'NORTH OF THE STATION AND ON THE WEST SIDE OF THE BARATARIA
 AT1234'THE LEGEND AMERICAN VISCOSE CORP
 AT1234'IS PAINTED IN LARGE BLACK LETTERS
 AT1234'WATERWAY.  IT IS CRIMPED TO THE TOP OF A 5/8 INCH
 AT1234'COPPER WELD GROUND ROD
 AT1234'32 FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH
 AT1234'PROJECTS 2.4 FEET.
 AT1234'IT IS 80 FEET WEST OF THE WEST EDGE OF THE BARATARIA WATERWAY
 AT1234'AND 1.1 FEET WEST OF A METAL
 AT1234'WITNESS POST.
 AT1234'
 AT1234'600 PLUS 00 (USE), A U.S. CORPS OF ENGINEERS DISK STAMPED 600 PLUS
 AT1234'00, IS AFFIXED TO THE TOP OF A
 AT1234'2 INCH CAST IRON PIPE WHICH PROJECTS 2 INCHES.  IT
 AT1234'IS 95 FEET WEST OF THE WEST EDGE
 AT1234'OF THE BARATARIA WATERWAY AND 48 FEET
 AT1234'NORTH OF A METAL WITNESS POST.
 AT1234'
 AT1234'NOTE- STATION CAN BE REACHED BY AIRCRAFT OR BOAT.
 AT1234'
 AT1234'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 AT1234
 AT1234                          STATION RECOVERY (1971)
 AT1234
 AT1234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 AT1234'WATERWAY AND RM 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 AT1234'DISTANCES CHECKED O.K.  ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1394 ***********************************************************************
 CP1394  DESIGNATION -  WAVERLY
 CP1394  PID         -  CP1394
 CP1394  STATE/COUNTY-  LA/MADISON
 CP1394  USGS QUAD   -  DELHI (1986)
 CP1394
 CP1394                         *CURRENT SURVEY CONTROL
 CP1394  ___________________________________________________________________
 CP1394* NAD 83(1992)-  32 26 47.39829(N)    091 24 44.10093(W)     ADJUSTED  
 CP1394* NAVD 88     -        25.265  (meters)      82.89   (feet)  ADJUSTED  
 CP1394  ___________________________________________________________________
 CP1394  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP1394  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1394  DYNAMIC HT  -          25.236 (meters)      82.80  (feet)  COMP
 CP1394  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 CP1394
 CP1394  HORZ ORDER  -  FIRST
 CP1394  VERT ORDER  -  FIRST     CLASS I
 CP1394
 CP1394.The horizontal coordinates were established by classical geodetic methods
 CP1394.and adjusted by the National Geodetic Survey in May 1994..
 CP1394
 CP1394.The orthometric height was determined by differential leveling
 CP1394.and adjusted by the National Geodetic Survey in June 1991..
 CP1394
 CP1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1394
 CP1394.The geoid height was determined by GEOID03.
 CP1394
 CP1394.The dynamic height is computed by dividing the NAVD 88
 CP1394.geopotential number by the normal gravity value computed on the
 CP1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1394.degrees latitude (g = 980.6199 gals.).
 CP1394
 CP1394.The modeled gravity was interpolated from observed gravity values.
 CP1394
 CP1394;                    North         East     Units Scale Factor Converg.
 CP1394;SPC LA N     -   216,334.985 1,102,277.577   MT  0.99995721   +0 34 30.3
 CP1394;SPC LA N     -   709,759.03  3,616,389.02   sFT  0.99995721   +0 34 30.3
 CP1394;UTM  15      - 3,591,038.195   649,248.299   MT  0.99987469   +0 51 07.2
 CP1394
 CP1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1394!SPC LA N     -   1.00000016  x   0.99995721  =   0.99995737
 CP1394!UTM  15      -   1.00000016  x   0.99987469  =   0.99987485
 CP1394
 CP1394:                Primary Azimuth Mark                     Grid Az
 CP1394:SPC LA N     -  QUEBEC                                   095 06 40.3
 CP1394:UTM  15      -  QUEBEC                                   094 50 03.4
 CP1394
 CP1394|---------------------------------------------------------------------|
 CP1394| PID    Reference Object                     Distance      Geod. Az  |
 CP1394|                                                           dddmmss.s |
 CP1394| CP1371 QUEBEC                              APPROX.11.1 KM 0954110.6 |
 CP1394| CP2451 42 G 007                            406.082 METERS 1203423.3 |
 CP1394| CY5828 WAVERLY RM 1                                       12402     |
 CP1394| CP1393 WAVERLY RM 3                         50.761 METERS 13456     |
 CP1394| CP2963 WAVERLY RM 5                        146.445 METERS 24017     |
 CP1394| CP1395 WAVERLY RM 4                         60.935 METERS 24744     |
 CP1394| CY5829 WAVERLY RM 2                         85.330 METERS 29851     |
 CP1394|---------------------------------------------------------------------|
 CP1394
 CP1394                          SUPERSEDED SURVEY CONTROL
 CP1394
 CP1394  NAD 83(1992)-  32 26 47.40308(N)    091 24 44.09964(W) AD(       ) 1
 CP1394  NAD 83(1986)-  32 26 47.41037(N)    091 24 44.09580(W) AD(       ) 1
 CP1394  NAD 27      -  32 26 46.89900(N)    091 24 43.68000(W) AD(       ) 1
 CP1394  NGVD 29 (06/11/92)   25.280  (m)           82.94   (f) ADJUSTED    1 1
 CP1394
 CP1394.Superseded values are not recommended for survey control.
 CP1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1394.See file dsdata.txt to determine how the superseded data were derived.
 CP1394
 CP1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4924891038(NAD 83)
 CP1394_MARKER: DS = TRIANGULATION STATION DISK
 CP1394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1394_STAMPING: WAVERLY 1931
 CP1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1394
 CP1394  HISTORY     - Date     Condition        Report By
 CP1394  HISTORY     - 1931     MONUMENTED       CGS
 CP1394  HISTORY     - 1937     GOOD             LAGS
 CP1394  HISTORY     - 1957     GOOD             CGS
 CP1394  HISTORY     - 1968     GOOD             CGS
 CP1394  HISTORY     - 1968     GOOD             NGS
 CP1394  HISTORY     - 1970     GOOD             NGS
 CP1394  HISTORY     - 1970     GOOD             NGS
 CP1394  HISTORY     - 1979     GOOD             DOD
 CP1394  HISTORY     - 1982     GOOD             LADTD
 CP1394  HISTORY     - 1983     GOOD             LADTD
 CP1394
 CP1394                          STATION DESCRIPTION
 CP1394
 CP1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 CP1394'STATION IS ABOUT 5 MILES E OF DELHI, AT THE SMALL VILLAGE OF
 CP1394'WAVERLY, ABOUT 200 METERS (656 FEET) W OF THE WAVERLY GIN, IN
 CP1394'THE N RIGHT-OF-WAY FENCE LINE OF U.S. ROUTE 80, ABOUT 25
 CP1394'METERS (82 FEET) N OF CENTER LINE OF CONCRETE HIGHWAY, ON THE
 CP1394'W BANK OF JOES BAYOU, ABOUT 65 METERS (213 FEET) NW OF W
 CP1394'END OF BRIDGE OVER BAYOU.
 CP1394'
 CP1394'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 CP1394'SET IN CONCRETE.
 CP1394'
 CP1394'REFERENCE MARK NO. 1 IS ABOUT MIDWAY BETWEEN ILLINOIS CENTRAL
 CP1394'RAILROAD TRACKS AND ROUTE 80, 2 METERS (7 FEET) W OF A LOUISIANA
 CP1394'STOP SIGN, ABOUT 50 METERS (164 FEET) WNW OF WAVERLY RAILROAD
 CP1394'STATION, AND 290 PACES FROM STATION IN AZIMUTH 304 DEG 01 MIN
 CP1394'50 SEC.
 CP1394'
 CP1394'REFERENCE MARK NO. 2 IS ON EDGE OF PLOWED FIELD, ABOUT 10 METERS
 CP1394'(33 FEET) N OF WOODEN GATE, ABOUT 35 METERS (115 FEET N OF
 CP1394'CENTER LINE OF ROUTE 80, AND 85.33 METERS (280.0 FEET) FROM
 CP1394'STATION IN AZIMUTH 118 DEG 51 MIN.
 CP1394
 CP1394                          STATION RECOVERY (1937)
 CP1394
 CP1394'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 CP1394'STATION RECOVERED.  ORIGINAL DESCRIPTION ADEQUATE.
 CP1394
 CP1394                          STATION RECOVERY (1957)
 CP1394
 CP1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JB)
 CP1394'TRI. STATION RECOVERED IN GOOD CONDITION - J. BOWEN, 1957
 CP1394
 CP1394                          STATION RECOVERY (1968)
 CP1394
 CP1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JGC)
 CP1394'THE STATION MARK, STAMPED WAVERLY 1931, IS ABOUT 4.8 MILES
 CP1394'EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 CP1394'AT DELHI, IN SECTION 23, T 17 N, R 10 E, AT THE COMMUNITY OF
 CP1394'WAVERLY, 0.5 MILE WEST OF MILEPOST 30, 183 FEET NORTH AND
 CP1394'ACROSS U.S. HIGHWAY 80 FROM THE NORTH RAIL, 80 FEET NORTH OF THE
 CP1394'CENTER LINE OF THE HIGHWAY, 165 FEET NORTHWEST OF THE WEST
 CP1394'END OF THE NORTH CONCRETE GUARD RAIL OF A CONCRETE HIGHWAY
 CP1394'BRIDGE OVER JOES BAYOU, 93 FEET SOUTHEAST OF THE SOUTHWEST
 CP1394'CORNER OF A HOUSE, 86-1/2 FEET SOUTHWEST OF THE SOUTHEAST
 CP1394'CORNER OF A HOUSE, 32-1/2 FEET EAST OF A POWER POLE WHICH
 CP1394'BEARS A LIGHT, 4 FEET EAST OF A 16-INCH MAPLE TREE, ABOUT 2
 CP1394'FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 6 FEET BELOW THE
 CP1394'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CP1394'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1394'
 CP1394'RMS 1 AND 2 WERE SEARCHED FOR BUT WERE NOT RECOVERED.
 CP1394'
 CP1394'R.M. 3, STAMPED WAVERLY 1931 NO 3 1968, IS 166-1/2 FEET SOUTHEAST
 CP1394'OF THE STATION MARK, 122 FEET NORTH AND ACROSS U.S. HIGHWAY 80
 CP1394'FROM THE NORTH RAIL, 19 FEET NORTH OF THE CENTER LINE OF THE
 CP1394'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CP1394'ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER JOES BAYOU, 185
 CP1394'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, AND ABOUT
 CP1394'LEVEL WITH THE HIGHWAY.
 CP1394'
 CP1394'R.M. 4, STAMPED WAVERLY 1931 NO 4 1968, IS 200.2 FEET SOUTHWEST
 CP1394'AND ACROSS THE HIGHWAY FROM THE STATION MARK, 40 FEET NORTH
 CP1394'OF THE NORTH RAIL, 64 FEET SOUTH OF THE CENTER LINE OF THE
 CP1394'HIGHWAY, 87 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 CP1394'THE RAILROAD AND A GRAVELED ROAD, 3 FEET SOUTH OF A TELEPHONE
 CP1394'POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CP1394'THE HIGHWAY, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND
 CP1394'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 CP1394'ABOVE THE SURFACE OF THE GROUND.
 CP1394'
 CP1394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES
 CP1394'EAST
 CP1394
 CP1394                          STATION RECOVERY (1968)
 CP1394
 CP1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1394'4.8 MI E FROM DELHI.
 CP1394'4.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1394'DELHI, IN SECTION 23, T 17 N, R 10 E, AT THE COMMUNITY OF WAVERLY, 0.5
 CP1394'MILE WEST OF MILEPOST 30, 183 FEET NORTH AND ACROSS U.S. HIGHWAY 80
 CP1394'FROM THE NORTH RAIL, 80 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CP1394'165 FEET NORTHWEST OF THE WEST END OF THE NORTH CONCRETE GUARD RAIL OF
 CP1394'A CONCRETE HIGHWAY BRIDGE OVER JOES BAYOU, 93 FEET SOUTHEAST OF THE
 CP1394'SOUTHWEST CORNER OF A HOUSE, 86 1/2 FEET SOUTHWEST OF THE SOUTHEAST
 CP1394'CORNER OF A HOUSE, 32 1/2 FEET EAST OF A POWER POLE WHICH BEARS A
 CP1394'LIGHT, 4 FEET EAST OF A 16-INCH MAPLE TREE, ABOUT 2 FEET ABOVE THE
 CP1394'LEVEL OF THE HIGHWAY, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND
 CP1394'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CP1394'SURFACE OF THE GROUND.
 CP1394
 CP1394                          STATION RECOVERY (1970)
 CP1394
 CP1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP1394'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED
 CP1394'AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN 1968.
 CP1394'IT IS BELEIVED THAT THE REFERENCE MARKS WERE ESTABLISHED BY A
 CP1394'LEVEL PARTY IN 1968 AND NO ANGLE WAS MEASURED BETWEEN THE MARKS,
 CP1394'HOWEVER THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 CP1394'AND COMPARE GOOD WITH THE 1970 MEASUREMENTS.  THE LOCATION OF
 CP1394'THE STATION IS ADEQUATE.  REFERENCE MARK 5 WAS ESTABLISHED AND
 CP1394'OCCUPIED FOR THE 1970 OBSERVATION OF THE MAIN SCHEME STATIONS,
 CP1394'BEING A TOWER COULD NOT BE ERRECTED OVER THE STATION MARK AND
 CP1394'A GEODIMETER TRAVERSE WAS MADE BETWEEN THE STATION MARK AND
 CP1394'REFERENCE MARK 5.  REFERENCE MARKS 3 AND 4 ARE OBSTRUCTED
 CP1394'FROM REFERENCE MARK 5.  THERE IS A COMPLETE DESCRIPTION
 CP1394'FOR WAVERLY R.M. 5.
 CP1394'
 CP1394'THE LINE BETWEEN REFERENCE MARKS 3 AND 4 IS OBSTRUCTED BY THE
 CP1394'BRIDGE OVER JOES BAYOU.
 CP1394
 CP1394                          STATION RECOVERY (1970)
 CP1394
 CP1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CP1394'RECOVERED IN GOOD CONDITION.
 CP1394
 CP1394                          STATION RECOVERY (1979)
 CP1394
 CP1394'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 CP1394'RECOVERED IN GOOD CONDITION.
 CP1394
 CP1394                          STATION RECOVERY (1982)
 CP1394
 CP1394'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1394'RECOVERED IN GOOD CONDITION.
 CP1394
 CP1394                          STATION RECOVERY (1983)
 CP1394
 CP1394'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP1394'THE STATION MARK, REFERENCE MARKS NO 3 AND NO 4 WERE RECOVERED AS
 CP1394'PREVIOUSLY DESCRIBED IN 1968.  THE DISTANCES AND DIRECTIONS TO THE
 CP1394'MARKS COMPARED FAVORABLY WITH THE PREVIOUS DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1393 ***********************************************************************
 CP1393  DESIGNATION -  WAVERLY RM 3
 CP1393  PID         -  CP1393
 CP1393  STATE/COUNTY-  LA/MADISON
 CP1393  USGS QUAD   -  DELHI (1986)
 CP1393
 CP1393                         *CURRENT SURVEY CONTROL
 CP1393  ___________________________________________________________________
 CP1393* NAD 83(1992)-  32 26 46.23448(N)    091 24 42.72510(W)     ADJUSTED  
 CP1393* NAVD 88     -        24.565  (meters)      80.59   (feet)  ADJUSTED  
 CP1393  ___________________________________________________________________
 CP1393  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP1393  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1393  DYNAMIC HT  -          24.537 (meters)      80.50  (feet)  COMP
 CP1393  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 CP1393
 CP1393  HORZ ORDER  -  SECOND
 CP1393  VERT ORDER  -  FIRST     CLASS I
 CP1393
 CP1393.The horizontal coordinates were established by classical geodetic methods
 CP1393.and adjusted by the National Geodetic Survey in May 1994..
 CP1393.No horizontal observational check was made to the station.
 CP1393
 CP1393.The orthometric height was determined by differential leveling
 CP1393.and adjusted by the National Geodetic Survey in June 1991..
 CP1393
 CP1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1393
 CP1393.The geoid height was determined by GEOID03.
 CP1393
 CP1393.The dynamic height is computed by dividing the NAVD 88
 CP1393.geopotential number by the normal gravity value computed on the
 CP1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1393.degrees latitude (g = 980.6199 gals.).
 CP1393
 CP1393.The modeled gravity was interpolated from observed gravity values.
 CP1393
 CP1393;                    North         East     Units Scale Factor Converg.
 CP1393;SPC LA N     -   216,299.499 1,102,313.870   MT  0.99995715   +0 34 31.1
 CP1393;SPC LA N     -   709,642.61  3,616,508.09   sFT  0.99995715   +0 34 31.1
 CP1393;UTM  15      - 3,591,002.888   649,284.760   MT  0.99987482   +0 51 07.9
 CP1393
 CP1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1393!SPC LA N     -   1.00000027  x   0.99995715  =   0.99995742
 CP1393!UTM  15      -   1.00000027  x   0.99987482  =   0.99987509
 CP1393
 CP1393                          SUPERSEDED SURVEY CONTROL
 CP1393
 CP1393  NAD 83(1992)-  32 26 46.23928(N)    091 24 42.72380(W) AD(       ) 2
 CP1393  NAD 83(1986)-  32 26 46.24657(N)    091 24 42.71997(W) AD(       ) 2
 CP1393  NGVD 29 (06/11/92)   24.580  (m)           80.64   (f) ADJUSTED    1 1
 CP1393
 CP1393.Superseded values are not recommended for survey control.
 CP1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1393.See file dsdata.txt to determine how the superseded data were derived.
 CP1393
 CP1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4928591003(NAD 83)
 CP1393_MARKER: DR = REFERENCE MARK DISK
 CP1393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1393_STAMPING: WAVERLY 1931 NO 3 1968
 CP1393_MARK LOGO: NGS   
 CP1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1393+STABILITY: SURFACE MOTION
 CP1393
 CP1393  HISTORY     - Date     Condition        Report By
 CP1393  HISTORY     - 1968     MONUMENTED       CGS
 CP1393  HISTORY     - 1970     GOOD             NGS
 CP1393  HISTORY     - 1979     GOOD             DOD
 CP1393  HISTORY     - 1982     GOOD             LADTD
 CP1393
 CP1393                          STATION DESCRIPTION
 CP1393
 CP1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1393'4.8 MI E FROM DELHI.
 CP1393'4.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1393'DELHI, IN SECTION 23, T 17 N, R 10 E, 122 FEET NORTH AND ACROSS U.S.
 CP1393'HIGHWAY 80 FROM THE NORTH RAIL, 19 FEET NORTH OF THE CENTER LINE OF
 CP1393'THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CP1393'ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER JOES BAYOU, 185 FEET
 CP1393'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 166 1/2 FEET SOUTHEAST
 CP1393'OF TRIANGULATION STATION WAVERLY 1931, AND ABOUT LEVEL WITH THE
 CP1393'HIGHWAY.
 CP1393
 CP1393                          STATION RECOVERY (1970)
 CP1393
 CP1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CP1393'RECOVERED IN GOOD CONDITION.
 CP1393
 CP1393                          STATION RECOVERY (1979)
 CP1393
 CP1393'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 CP1393'RECOVERED IN GOOD CONDITION.
 CP1393
 CP1393                          STATION RECOVERY (1982)
 CP1393
 CP1393'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1395 ***********************************************************************
 CP1395  DESIGNATION -  WAVERLY RM 4
 CP1395  PID         -  CP1395
 CP1395  STATE/COUNTY-  LA/MADISON
 CP1395  USGS QUAD   -  DELHI (1986)
 CP1395
 CP1395                         *CURRENT SURVEY CONTROL
 CP1395  ___________________________________________________________________
 CP1395* NAD 83(1992)-  32 26 46.64866(N)    091 24 46.25982(W)     ADJUSTED  
 CP1395* NAVD 88     -        24.594  (meters)      80.69   (feet)  ADJUSTED  
 CP1395  ___________________________________________________________________
 CP1395  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP1395  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP1395  DYNAMIC HT  -          24.566 (meters)      80.60  (feet)  COMP
 CP1395  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 CP1395
 CP1395  HORZ ORDER  -  SECOND
 CP1395  VERT ORDER  -  FIRST     CLASS I
 CP1395
 CP1395.The horizontal coordinates were established by classical geodetic methods
 CP1395.and adjusted by the National Geodetic Survey in May 1994..
 CP1395.No horizontal observational check was made to the station.
 CP1395
 CP1395.The orthometric height was determined by differential leveling
 CP1395.and adjusted by the National Geodetic Survey in June 1991..
 CP1395
 CP1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1395
 CP1395.The geoid height was determined by GEOID03.
 CP1395
 CP1395.The dynamic height is computed by dividing the NAVD 88
 CP1395.geopotential number by the normal gravity value computed on the
 CP1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1395.degrees latitude (g = 980.6199 gals.).
 CP1395
 CP1395.The modeled gravity was interpolated from observed gravity values.
 CP1395
 CP1395;                    North         East     Units Scale Factor Converg.
 CP1395;SPC LA N     -   216,311.330 1,102,221.423   MT  0.99995717   +0 34 29.2
 CP1395;SPC LA N     -   709,681.42  3,616,204.79   sFT  0.99995717   +0 34 29.2
 CP1395;UTM  15      - 3,591,014.271   649,192.265   MT  0.99987448   +0 51 06.0
 CP1395
 CP1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1395!SPC LA N     -   1.00000026  x   0.99995717  =   0.99995743
 CP1395!UTM  15      -   1.00000026  x   0.99987448  =   0.99987474
 CP1395
 CP1395                          SUPERSEDED SURVEY CONTROL
 CP1395
 CP1395  NAD 83(1992)-  32 26 46.65345(N)    091 24 46.25853(W) AD(       ) 2
 CP1395  NAD 83(1986)-  32 26 46.66075(N)    091 24 46.25468(W) AD(       ) 2
 CP1395  NGVD 29 (06/11/92)   24.615  (m)           80.76   (f) ADJUSTED    1 1
 CP1395
 CP1395.Superseded values are not recommended for survey control.
 CP1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1395.See file dsdata.txt to determine how the superseded data were derived.
 CP1395
 CP1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4919291014(NAD 83)
 CP1395_MARKER: DR = REFERENCE MARK DISK
 CP1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1395_STAMPING: WAVERLY 1931 NO 4 1968
 CP1395_MARK LOGO: NGS   
 CP1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1395+STABILITY: SURFACE MOTION
 CP1395
 CP1395  HISTORY     - Date     Condition        Report By
 CP1395  HISTORY     - 1968     MONUMENTED       CGS
 CP1395  HISTORY     - 1970     GOOD             NGS
 CP1395  HISTORY     - 1979     GOOD             DOD
 CP1395  HISTORY     - 1982     GOOD             LADTD
 CP1395
 CP1395                          STATION DESCRIPTION
 CP1395
 CP1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1395'4.8 MI E FROM DELHI.
 CP1395'4.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 CP1395'DELHI, IN SECTION 23, T 17 N, R 10 E, 40 FEET NORTH OF THE NORTH RAIL,
 CP1395'64 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 87 FEET NORTHEAST
 CP1395'OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 68
 CP1395'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 200.2 FEET
 CP1395'SOUTHWEST AND ACROSS THE HIGHWAY FROM TRIANGULATION STATION WAVERLY
 CP1395'1931, 3 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL
 CP1395'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 8 FEET BELOW THE
 CP1395'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CP1395'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP1395
 CP1395                          STATION RECOVERY (1970)
 CP1395
 CP1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CP1395'RECOVERED IN GOOD CONDITION.
 CP1395
 CP1395                          STATION RECOVERY (1979)
 CP1395
 CP1395'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 CP1395'RECOVERED IN GOOD CONDITION.
 CP1395
 CP1395                          STATION RECOVERY (1982)
 CP1395
 CP1395'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2963 ***********************************************************************
 CP2963  DESIGNATION -  WAVERLY RM 5
 CP2963  PID         -  CP2963
 CP2963  STATE/COUNTY-  LA/MADISON
 CP2963  USGS QUAD   -  DELHI (1986)
 CP2963
 CP2963                         *CURRENT SURVEY CONTROL
 CP2963  ___________________________________________________________________
 CP2963* NAD 83(1992)-  32 26 45.04106(N)    091 24 48.96978(W)     ADJUSTED  
 CP2963* NAVD 88     -        24.02   (+/-2cm)      78.8    (feet)  VERTCON   
 CP2963  ___________________________________________________________________
 CP2963  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP2963  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2963
 CP2963  HORZ ORDER  -  SECOND
 CP2963  VERT ORDER  -  THIRD ? (See Below)
 CP2963
 CP2963.The horizontal coordinates were established by classical geodetic methods
 CP2963.and adjusted by the National Geodetic Survey in May 1994..
 CP2963
 CP2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2963.The vertical order pertains to the NGVD 29 superseded value.
 CP2963
 CP2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2963
 CP2963.The geoid height was determined by GEOID03.
 CP2963
 CP2963;                    North         East     Units Scale Factor Converg.
 CP2963;SPC LA N     -   216,261.104 1,102,151.142   MT  0.99995710   +0 34 27.8
 CP2963;SPC LA N     -   709,516.64  3,615,974.21   sFT  0.99995710   +0 34 27.8
 CP2963;UTM  15      - 3,590,963.710   649,122.233   MT  0.99987422   +0 51 04.5
 CP2963
 CP2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2963!SPC LA N     -   1.00000036  x   0.99995710  =   0.99995745
 CP2963!UTM  15      -   1.00000036  x   0.99987422  =   0.99987457
 CP2963
 CP2963|---------------------------------------------------------------------|
 CP2963| PID    Reference Object                     Distance      Geod. Az  |
 CP2963|                                                           dddmmss.s |
 CP2963| CP1394 WAVERLY                             146.445 METERS 06016     |
 CP2963| CP2953 TENDAL AT T MICROWAVE KKT 27        APPROX. 6.4 KM 1041421.9 |
 CP2963| CP2964 DELHI AT T MICROWAVE KGP 65         APPROX. 3.9 KM 2751805.4 |
 CP2963| CP2961 DELHI MUNICIPAL TANK                APPROX. 7.5 KM 2784540.5 |
 CP2963| CP2973 DELHI LA PWR AND LT RAD KLY 85      APPROX. 9.6 KM 2795031.9 |
 CP2963| CP2970 DELHI UNION COMP CO TANK            APPROX. 8.3 KM 2800211.9 |
 CP2963| CP2965 DELHI RM 4                          APPROX. 7.6 KM 2843336.6 |
 CP2963|---------------------------------------------------------------------|
 CP2963
 CP2963                          SUPERSEDED SURVEY CONTROL
 CP2963
 CP2963  NAD 83(1992)-  32 26 45.04584(N)    091 24 48.96844(W) AD(       ) 2
 CP2963  NAD 83(1986)-  32 26 45.05337(N)    091 24 48.96413(W) AD(       ) 2
 CP2963  NAD 27      -  32 26 44.54148(N)    091 24 48.54902(W) AD(       ) 2
 CP2963  NGVD 29 (07/19/86)   24.04   (m)           78.9    (f) LEVELING    3  
 CP2963
 CP2963.Superseded values are not recommended for survey control.
 CP2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2963.See file dsdata.txt to determine how the superseded data were derived.
 CP2963
 CP2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR4912290964(NAD 83)
 CP2963_MARKER: DR = REFERENCE MARK DISK
 CP2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2963+STABILITY: SURFACE MOTION
 CP2963
 CP2963  HISTORY     - Date     Condition        Report By
 CP2963  HISTORY     - 1970     MONUMENTED       NGS
 CP2963  HISTORY     - 1983     GOOD             LADTD
 CP2963
 CP2963                          STATION DESCRIPTION
 CP2963
 CP2963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 CP2963'THE STATION IS LOCATED 4-3/4 MILES EAST-SOUTHEAST OF DELHI AND
 CP2963'0.1 MILE WEST-SOUTHWEST OF THE BRIDGE OVER JOES BAYOU IN THE
 CP2963'VILLAGE OF WAVERLY, IN THE NORTHEAST CORNER OF A CULTIVATED
 CP2963'FIELD OWNED BY MR. J.B. MC PHERSON, POST OFFICE BOX 11, WAVERLY,
 CP2963'LOUISIANA, 71290.
 CP2963'
 CP2963'TO REACH THE STATION FROM THE BRIDGE OVER JOES BAYOU IN WAVERLY,
 CP2963'GO WEST ON U.S. HIGHWAY 80 ABOUT 0.1 MILE TO A SIDE ROAD ON THE
 CP2963'LEFT.  TURN LEFT, SOUTH ON A GRAVELED ROAD AND CROSS RAILROAD
 CP2963'TRACK FOR A TOTAL DISTANCE OF ABOUT 0.1 MILE TO THE STATION ON
 CP2963'THE RIGHT.
 CP2963'
 CP2963'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 CP2963'WAVERLY NO 5 1931 1970.  THE SURFACE DISK IS SET IN THE TOP
 CP2963'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 24 INCHES
 CP2963'BELOW THE GROUND SURFACE.  IT IS 200 FEET SOUTH-SOUTHWEST OF THE
 CP2963'SOUTH RAIL OF THE RAILROAD, 177.5 FEET SOUTHWEST OF A 36-INCH
 CP2963'OAK TREE, 140 FEET SOUTHEAST OF A TELEPHONE POLE AND 49 FEET
 CP2963'SOUTHWEST OF A TELEPHONE POLE WITH NUMBER 6596 NAILED ON
 CP2963'IT.  THE UNDERGROUND DISK IS SET IN IRREGULAR MASS OF CONCRETE
 CP2963'42 INCHES BELOW THE GROUND SURFACE.
 CP2963'
 CP2963'NOTE--STATION MARK WAVERLY 1931 AND REFERENCE MARKS 3 AND 4
 CP2963'ARE AS DESCRIBED IN 1968.
 CP2963'
 CP2963'NO DIRECTIONS OR DISTANCES TO REFERENCE MARKS 3 AND 4 FROM
 CP2963'WAVERLY RM 5, DUE TO HOUSE AND LARGE OAK TREES ON LINE.
 CP2963'
 CP2963'HEIGHT OF LIGHT ABOVE STATION MARK 39.1 METERS.
 CP2963
 CP2963                          STATION RECOVERY (1983)
 CP2963
 CP2963'RECOVERY NOTE BY LA TRANSP AND DEV 1983 (TLH)
 CP2963'THE STATION IS LOCATED ABOUT 6 KM (4 MILES) EAST OF DELHI AND 19.7 KM
 CP2963'(12.25 MILES) WEST-NORTHWEST OF TALLULAH ON THE SOUTH SIDE OF
 CP2963'ILLINOIS CENTRAL GULF RAILROAD IN THE NORTHEAST QUARTER OF SECTION
 CP2963'23, T17N, R10E.  OWNERSHIP--MR. J B MCPHEARSON, POST OFFICE BOX 11,
 CP2963'WAVERLY, LOUISIANA 71290.
 CP2963'
 CP2963'TO REACH THE STATION FROM THE BRIDGE OVER JOES  BAYOU IN WAVERLY, GO
 CP2963'WEST ON U S HIGHWAY 80 FOR ABOUT 0.2 KM (0.1 MILE) TO A SIDE ROAD ON
 CP2963'THE LEFT, TURN LEFT AND SOUTH ON A GRAVEL ROAD AND CROSS RAILROAD
 CP2963'TRACK FOR ABOUT 0.2 KM (0.1 MILE) TO THE STATION ON THE RIGHT IN THE
 CP2963'NORTHEAST CORNER OF A CULTIVATED FIELD.
 CP2963'
 CP2963'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 CP2963'STAMPED---WAVERLY 1931 NO. 5 1970--- SET INTO THE TOP OF A ROUND
 CP2963'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 61 CM (24
 CP2963'INCHES) BELOW THE GROUND LOCATED 63.9 METERS (209.5 FEET) SW FROM THE
 CP2963'SOUTH RAIL OF THE RAILROAD, 54.3 METERS (178 FEET) WSW FROM A 54 INCH
 CP2963'WATER OAK TREE, 44.2 METERS (145 FEET) W FROM THE SOUTHWEST CORNER OF
 CP2963'A WOOD FRAME HOUSE, 17.7 METERS (58 FEET) WSW FROM THE WESTEND OF A
 CP2963'METAL CULVERT UNDER FIELD ROAD, AND 16.2 METERS (53 FEET) NW FROM THE
 CP2963'FIELD ROAD LEADING SOUTHWEST.
 CP2963'
 CP2963'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 CP2963'NOS) DISK STAMPED---WAVERLY 1931 NO. 5 1970--- SET INTO AN IRREGULAR
 CP2963'MASS OF CONCRETE 1.1 METERS (3.5 FEET) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0368 ***********************************************************************
 AU0368  DESIGNATION -  WAX
 AU0368  PID         -  AU0368
 AU0368  STATE/COUNTY-  LA/ST MARY
 AU0368  USGS QUAD   -  MORGAN CITY (1994)
 AU0368
 AU0368                         *CURRENT SURVEY CONTROL
 AU0368  ___________________________________________________________________
 AU0368* NAD 83(1992)-  29 39 30.88169(N)    091 14 33.18518(W)     ADJUSTED  
 AU0368* NAVD 88     -         1.04   (+/-2cm)       3.4  **(feet)  VERTCON   
 AU0368  **This station is located in a subsidence area (see below).
 AU0368  ___________________________________________________________________
 AU0368  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU0368  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AU0368
 AU0368  HORZ ORDER  -  FIRST
 AU0368  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0368
 AU0368.The horizontal coordinates were established by classical geodetic methods
 AU0368.and adjusted by the National Geodetic Survey in January 1993..
 AU0368
 AU0368 ** The orthometric height has not been validated since last determined
 AU0368 ** by differential leveling and should not be used for control purposes.
 AU0368 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0368 ** area with valid NAVD 88 orthometric heights.
 AU0368 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0368 ** epoch indicated which incorporates improved geoid heights for the
 AU0368 ** Southern Louisiana Subsidence area.
 AU0368 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0368.The vertical order pertains to the NGVD 29 superseded value.
 AU0368
 AU0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0368
 AU0368.The geoid height was determined by GEOID03.
 AU0368
 AU0368;                    North         East     Units Scale Factor Converg.
 AU0368;SPC LA S     -   128,426.025 1,008,788.537   MT  0.99994347   +0 02 43.4
 AU0368;SPC LA S     -   421,344.38  3,309,667.06   sFT  0.99994347   +0 02 43.4
 AU0368;UTM  15      - 3,282,245.133   670,092.765   MT  0.99995698   +0 52 11.5
 AU0368
 AU0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0368!SPC LA S     -   1.00000384  x   0.99994347  =   0.99994731
 AU0368!UTM  15      -   1.00000384  x   0.99995698  =   0.99996082
 AU0368
 AU0368|---------------------------------------------------------------------|
 AU0368| PID    Reference Object                     Distance      Geod. Az  |
 AU0368|                                                           dddmmss.s |
 AU0368| AU1559 WAX RM 1                                           02910     |
 AU0368| AU2372 MORGAN CITY PEOPLES ICE CO TK       APPROX. 5.5 KM 0311528.6 |
 AU0368| AU2374 BERWICK CATH CH CROSS               APPROX. 4.6 KM 0314129.9 |
 AU0368| AU2353 MORGAN CITY MUNICIPAL TANK          APPROX. 5.2 KM 0394311.6 |
 AU0368| AU2375 MORGAN CITY SACRED HEART CH         APPROX. 5.3 KM 0423159.6 |
 AU0368| AU2352 MORGAN CITY GULF STEEL DERRICK      APPROX. 4.9 KM 0424212.7 |
 AU0368| AU2369 TEXACO SHOOKMILL WATER TANK         APPROX. 7.7 KM 0653857.4 |
 AU0368| AU2351 AVOCA IS DRAINAGE CO STACK          APPROX. 4.3 KM 0800120.6 |
 AU0368| AU2347 AVOCA IS ATCHA BAY OIL DERRICK      APPROX. 7.0 KM 1140855.0 |
 AU0368| AU2396 BELLE ISLE SALT WORKS STACK         APPROX.20.4 KM 2253857.6 |
 AU0368| AU2379 PATTERSON ST JOSEPHS CATH CH        APPROX. 7.0 KM 3022447.4 |
 AU0368| AU2377 PATTERSON MUNICIPAL TANK            APPROX. 7.2 KM 3063655.3 |
 AU0368| AU2389 HARRY WILLIAMS SAWMILL TANK         APPROX. 7.9 KM 3140914.2 |
 AU0368| AU2388 HARRY WILLIAMS SAWDUST BURNER       APPROX. 7.9 KM 3142212.6 |
 AU0368| AU2387 IDLEWILD PLANTATION WATER TK        APPROX. 6.4 KM 3493618.1 |
 AU0368|---------------------------------------------------------------------|
 AU0368
 AU0368                          SUPERSEDED SURVEY CONTROL
 AU0368
 AU0368  NAD 83(1986)-  29 39 30.90554(N)    091 14 33.18182(W) AD(       ) 1
 AU0368  NAD 27      -  29 39 30.15200(N)    091 14 32.80900(W) AD(       ) 1
 AU0368  NGVD 29 (??/??/??)    1.138  (m)            3.73   (f) ADJUSTED    1 2
 AU0368
 AU0368.Superseded values are not recommended for survey control.
 AU0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0368.See file dsdata.txt to determine how the superseded data were derived.
 AU0368
 AU0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7009382245(NAD 83)
 AU0368_MARKER: DS = TRIANGULATION STATION DISK
 AU0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0368_STAMPING: WAX 1931
 AU0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0368+STABILITY: SURFACE MOTION
 AU0368
 AU0368  HISTORY     - Date     Condition        Report By
 AU0368  HISTORY     - 1931     MONUMENTED       CGS
 AU0368  HISTORY     - 1947     GOOD             CGS
 AU0368  HISTORY     - 1955     GOOD             CGS
 AU0368  HISTORY     - 1955     GOOD             CGS
 AU0368  HISTORY     - 1957     GOOD             CGS
 AU0368  HISTORY     - 1976     MARK NOT FOUND   NGS
 AU0368
 AU0368                          STATION DESCRIPTION
 AU0368
 AU0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU0368'STATION IS ABOUT 2-1/2 MILES SW OF BERWICK AT THE JUNCTION
 AU0368'OF LITTLE WAX BAYOU AND THE ATCHAFALAYA RIVER, ACROSS THE
 AU0368'RIVER FROM MORGAN CITY, ON LAND BELONGING TO THE LOUISIANA
 AU0368'SCHOOL BOARD, ABOUT 18 PACES S OF A GATE LEADING TO A HOUSE
 AU0368'FRONTING ON LITTLE WAX BAYOU, ABOUT 25 FEET FROM THE RIVER
 AU0368'BANK ON A SLIGHT MOUND OF OLD EARTHWORKS, AND 4 PACES W OF
 AU0368'THE PARAPET OF OLD FORT BERWICK.
 AU0368'
 AU0368'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AU0368'DISKS SET IN CONCRETE.
 AU0368'
 AU0368'REFERENCE MARK NO. 1 IS ON THE E SIDE OF A SHELL ROAD BETWEEN
 AU0368'THE ROAD AND THE RIVER, ABOUT 180 PACES FROM THE END OF THE
 AU0368'ROAD, ABOUT 100 PACES S OF THE LOUISIANA-TEXAS INTRACOASTAL
 AU0368'CANAL STATION 67+18, AND 217 PACES FROM THE STATION
 AU0368'N 29 DEG 10 MIN E.  ATCHAFALAYA RIVER SOUTH BASE USED AS
 AU0368'A REFERENCE MARK, A SHELL CONCRETE MONUMENT ABOUT 2 FEET
 AU0368'HIGH WITH A COPPER BOLT IN ITS TOP, IS ON THE BANK OF LITTLE
 AU0368'WAX BAYOU, 7 PACES S OF A HOUSE, AND 148.50 FEET (45.263
 AU0368'METERS) FROM THE STATION S 62 DEG 31 MIN W.
 AU0368'THE LOUISIANA-TEXAS INTRACOASTAL CANAL STATION 67+18, AN
 AU0368'IRREGULAR MASS OF CONCRETE WITH ITS NAME INSCRIBED IN THE
 AU0368'TOP, IS CLOSE TO THE RIVER BANK, ABOUT 200 YARDS N OF THE
 AU0368'END OF THE SHELL ROAD, AND ABOUT 225 YARDS FROM THE
 AU0368'STATION N 27 DEG 34 MIN E.  ELEVATIONS
 AU0368'(DETERMINED BY U.S.E. 1933)--ATCHAFALAYA RIVER SOUTH
 AU0368'BASE, 6.83 FEET.  WAX 4.07 FEET.  WAX REFERENCE MARK NO.
 AU0368'1, 3.13 FEET.
 AU0368'
 AU0368'THIS STATION CAN BE REACHED ONLY BY BOAT.
 AU0368
 AU0368                          STATION RECOVERY (1947)
 AU0368
 AU0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU0368'ORIGINAL DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 AU0368'
 AU0368'THE STATION IS LOCATED ON A SMALL ISLAND ABOUT 3 MILES S OF
 AU0368'THE RAILROAD BRIDGE IN BERWICK, ON A SMALL ISLAND FORMED BY
 AU0368'CONFLUENCE OF THE ATCHAFALAYA RIVER, BIG WAX BAYOU, AND THE
 AU0368'INTRACOASTAL WATERWAY.
 AU0368'
 AU0368'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A 12-INCH
 AU0368'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 AU0368'IT IS SET IN THE PATH LEADING TO WAX BAYOU LIGHT 2, 6.45
 AU0368'METERS E OF THE LIGHT, AND 10 METERS W OF THE SHORELINE.
 AU0368'
 AU0368'REFERENCE MARK 1 WAS DESTROYED BY WASHING OR BEING DREDGED
 AU0368'OUT.
 AU0368'
 AU0368'REFERENCE MARK 2 (ATCHAFALAYA RIVER SOUTH BASE 1889) IS A
 AU0368'COPPER BOLT SET IN THE TOP OF A 1- BY 1- BY 3-FOOT SANDSTONE
 AU0368'MONUMENT WHICH, IN TURN, IS SET IN AN IRREGULAR MASS OF
 AU0368'CONCRETE, AND PROJECTS 2 FEET ABOVE THE GROUND.  THE SANDSTONE
 AU0368'MONUMENT IS INSCRIBED ON 3 SIDES, RESPECTIVELY, 1889, BASE,
 AU0368'AND U.S., LOCATED IN A GROVE OF LIVE OAKS ON THE TOP OF A
 AU0368'SMALL MOUND, AND ON THE S SIDE OF THE ISLAND 12 FEET N OF
 AU0368'THE SHORELINE.
 AU0368
 AU0368                          STATION RECOVERY (1955)
 AU0368
 AU0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU0368'0.5 MI. S ALONG THIRD STREET FROM THE HIGH SCHOOL AT BERWICK,
 AU0368'THENCE 1.7 MI. SW ALONG A GRAVELED ROAD, THENCE 0.8 MI. SW
 AU0368'ALONG A LEVEE, THENCE 0.3 MI. SE ACROSS COUNTRY, ON A SMALL
 AU0368'ISLAND, AT THE CONFLUENCE OF LITTLE WAX BAYOU AND ATCHAFALAYA
 AU0368'RIVER, AT A CONFLUENCE WITH INTRACOASTAL WATERWAY, ON THE
 AU0368'NE PART OF THE ISLAND, 165 FT. NE OF A 40-IN. OAK TREE,
 AU0368'103 FT. SE OF A BEACON LIGHT, 28 FT. S OF A 36-IN. OAK TREE,
 AU0368'10 FT. NW OF THE SE SHORE OF THE ISLAND, A
 AU0368'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 AU0368'PROJECTING 0.2 FT.  ABOVE THE GROUND, AND STAMPED WAX
 AU0368'1931.  THIS MARK CAN BE REACHED ONLY BY BOAT.
 AU0368'
 AU0368'REFERENCE MARK 1 WAS REPORTED AS DESTROYED.
 AU0368
 AU0368                          STATION RECOVERY (1955)
 AU0368
 AU0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 AU0368'3.3 MI SW FROM BERWICK.
 AU0368'0.5 MILE SOUTH ALONG 3RD STREET FROM THE HIGH SCHOOL AT BERWICK,
 AU0368'THENCE 1.7 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.8 MILE
 AU0368'SOUTHWEST ALONG A LEVEE, THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, ON
 AU0368'A SMALL ISLAND, AT THE JUNCTION OF LITTLE WAX BAYOU AND THE
 AU0368'ATCHAFALAYA RIVER, AT A JUNCTION WITH THE INTRACOASTAL WATERWAY, ON
 AU0368'THE NORTHEAST PART OF THE ISLAND, 165 FEET NORTHEAST OF A 40 INCH OAK
 AU0368'TREE, 103 FEET SOUTHEAST OF A BEACON LIGHT, 28 FEET SOUTH OF A 36 INCH
 AU0368'OAK TREE, 10 FEET NORTHWEST OF THE SOUTHEAST SHORE OF THE ISLAND, SET
 AU0368'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AU0368'GROUND.  NOTE-- THIS MARK CAN BE REACHED ONLY BY BOAT.
 AU0368
 AU0368                          STATION RECOVERY (1957)
 AU0368
 AU0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AU0368'STATION MARK RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 AU0368'OF R.A.G. 1947 IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--
 AU0368'
 AU0368'REFERENCE MARK 2 (ATCHAFALAYA RIVER SOUTH BASE 1889) HAS
 AU0368'BEEN DESTROYED.
 AU0368'
 AU0368'WAX BAYOU LIGHT 2 HAS BEEN MOVED.  STATION IS NOW 103 FEET
 AU0368'SE OF THE LIGHT.
 AU0368
 AU0368                          STATION RECOVERY (1976)
 AU0368
 AU0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AU0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3274 ***********************************************************************
 AU3274  DESIGNATION -  WAX LAKE OUTLET
 AU3274  PID         -  AU3274
 AU3274  STATE/COUNTY-  LA/ST MARY
 AU3274  USGS QUAD   -  PATTERSON (1994)
 AU3274
 AU3274                         *CURRENT SURVEY CONTROL
 AU3274  ___________________________________________________________________
 AU3274* NAD 83(1992)-  29 40 01.39916(N)    091 21 22.12574(W)     ADJUSTED  
 AU3274* NAVD 88     -         1.59   (+/-2cm)       5.2  **(feet)  VERTCON   
 AU3274  **This station is located in a subsidence area (see below).
 AU3274  ___________________________________________________________________
 AU3274  X           -    -131,271.306 (meters)                     COMP
 AU3274  Y           -  -5,545,042.347 (meters)                     COMP
 AU3274  Z           -   3,138,346.052 (meters)                     COMP
 AU3274  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU3274  ELLIP HEIGHT-         -24.29  (meters)          (07/18/02) GPS OBS
 AU3274  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AU3274
 AU3274  HORZ ORDER  -  FIRST
 AU3274  VERT ORDER  -  THIRD ? (See Below)
 AU3274  ELLP ORDER  -  FOURTH    CLASS II
 AU3274
 AU3274.The horizontal coordinates were established by GPS observations
 AU3274.and adjusted by the National Geodetic Survey in January 1993..
 AU3274
 AU3274 ** The orthometric height has not been validated since last determined
 AU3274 ** by differential leveling and should not be used for control purposes.
 AU3274 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3274 ** area with valid NAVD 88 orthometric heights.
 AU3274 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3274 ** epoch indicated which incorporates improved geoid heights for the
 AU3274 ** Southern Louisiana Subsidence area.
 AU3274 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3274.The vertical order pertains to the NGVD 29 superseded value.
 AU3274
 AU3274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3274
 AU3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3274
 AU3274.The ellipsoidal height was determined by GPS observations
 AU3274.and is referenced to NAD 83.
 AU3274
 AU3274.The geoid height was determined by GEOID03.
 AU3274
 AU3274;                    North         East     Units Scale Factor Converg.
 AU3274;SPC LA S     -   129,362.366   997,791.703   MT  0.99994261   -0 00 41.1
 AU3274;SPC LA S     -   424,416.36  3,273,588.28   sFT  0.99994261   -0 00 41.1
 AU3274;UTM  15      - 3,283,023.063   659,083.687   MT  0.99991226   +0 48 49.7
 AU3274
 AU3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3274!SPC LA S     -   1.00000381  x   0.99994261  =   0.99994642
 AU3274!UTM  15      -   1.00000381  x   0.99991226  =   0.99991607
 AU3274
 AU3274                          SUPERSEDED SURVEY CONTROL
 AU3274
 AU3274  ELLIP H (01/21/93)  -24.18   (m)                       GP(       ) 4 2
 AU3274  NAD 83(1986)-  29 40 01.42189(N)    091 21 22.12191(W) AD(       ) 1
 AU3274  NGVD 29 (04/21/89)    1.69   (m)            5.5    (f) LEVELING    3  
 AU3274
 AU3274.Superseded values are not recommended for survey control.
 AU3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3274.See file dsdata.txt to determine how the superseded data were derived.
 AU3274
 AU3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN5908483023(NAD 83)
 AU3274_MARKER: I = METAL ROD
 AU3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU3274_MAGNETIC: I = MARKER IS A STEEL ROD
 AU3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3274+STABILITY: SURFACE MOTION
 AU3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3274+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AU3274
 AU3274  HISTORY     - Date     Condition        Report By
 AU3274  HISTORY     - 1986     MONUMENTED       GEOHYD
 AU3274
 AU3274                          STATION DESCRIPTION
 AU3274
 AU3274'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JDR)
 AU3274'STATION IS LOCATED 10 MILES WEST SOUTHWEST OF MORGAN CITY, ON WAX
 AU3274'LAKE LEVEE.  STATION IS A STEEL ROD, IN A PVC PIPE WITH A CONCRETE
 AU3274'BASE 9/16 INCHES IN DIAMETER.
 AU3274'
 AU3274'STATION IS 50.1 FEET NORTH FROM THE NORTH EDGE OF LEVEE ROAD, 14.7
 AU3274'FEET SOUTH OF TREE LINE.
 AU3274'
 AU3274'TO REACH FROM THE INTERSECTION OF OLD U.S. HIGHWAY 90 AND NEW U.S. 90
 AU3274'HIGHWAY IN MORGAN CITY, GO WEST ON NEW U.S. 90 FOR 11.3 MILE TO STATE
 AU3274'ROUTE 182.  TURN LEFT, SOUTH AND GO 0.1 MILE TO A SHELL ROAD.  TURN
 AU3274'RIGHT, WEST AND GO 0.5 MILE TO ROAD TURNING LEFT, SOUTH CONTINUE ON
 AU3274'LEVEE ROAD FOR 1.65 MILE TO ROAD TURNING LEFT, EAST CONTINUE ON LEVEE
 AU3274'ROAD FOR 0.75 MILE TO A LOCKED GATE PASS THROUGH GATE CONTINUING ON
 AU3274'LEVEE ROAD FOR 0.6 MILE TO STATION ON LEFT, NORTH AS DESCRIBED.  TO
 AU3274'GET KEY FOR LOCKED GATE, CONTACT KEYY SMITH 504 - 868 - 1050.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2877 ***********************************************************************
 BJ2877  DESIGNATION -  WAXIA
 BJ2877  PID         -  BJ2877
 BJ2877  STATE/COUNTY-  LA/ST LANDRY
 BJ2877  USGS QUAD   -  PALMETTO (1994)
 BJ2877
 BJ2877                         *CURRENT SURVEY CONTROL
 BJ2877  ___________________________________________________________________
 BJ2877* NAD 83(1992)-  30 39 55.63205(N)    091 57 34.99591(W)     ADJUSTED  
 BJ2877* NAVD 88     -         9.28   (+/-2cm)      30.4    (feet)  VERTCON   
 BJ2877  ___________________________________________________________________
 BJ2877  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BJ2877  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ2877
 BJ2877  HORZ ORDER  -  FIRST
 BJ2877  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2877
 BJ2877.The horizontal coordinates were established by classical geodetic methods
 BJ2877.and adjusted by the National Geodetic Survey in January 1993..
 BJ2877
 BJ2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2877.The vertical order pertains to the NGVD 29 superseded value.
 BJ2877
 BJ2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2877
 BJ2877.The geoid height was determined by GEOID03.
 BJ2877
 BJ2877;                    North         East     Units Scale Factor Converg.
 BJ2877;SPC LA S     -   240,197.533   939,970.203   MT  0.99999283   -0 18 47.5
 BJ2877;SPC LA S     -   788,048.07  3,083,885.57   sFT  0.99999283   -0 18 47.5
 BJ2877;UTM  15      - 3,392,988.182   599,658.987   MT  0.99972252   +0 31 50.2
 BJ2877
 BJ2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2877!SPC LA S     -   1.00000283  x   0.99999283  =   0.99999566
 BJ2877!UTM  15      -   1.00000283  x   0.99972252  =   0.99972535
 BJ2877
 BJ2877|---------------------------------------------------------------------|
 BJ2877| PID    Reference Object                     Distance      Geod. Az  |
 BJ2877|                                                           dddmmss.s |
 BJ2877| BJ2876 WAXIA RM 1                           68.614 METERS 08203     |
 BJ2877| BJ2875 WAXIA RM 2                           56.848 METERS 21144     |
 BJ2877| BJ5272 LEBEAU S CEN BELL MW KLK 86         APPROX. 3.6 KM 3111301.3 |
 BJ2877| BJ2878 WAXIA AZ MK 2                                      3285755.9 |
 BJ2877| CW1628 WAXIA AZ MK                                        3294432.1 |
 BJ2877|---------------------------------------------------------------------|
 BJ2877
 BJ2877                          SUPERSEDED SURVEY CONTROL
 BJ2877
 BJ2877  NAD 83(1986)-  30 39 55.65217(N)    091 57 34.99057(W) AD(       ) 1
 BJ2877  NAD 27      -  30 39 54.95287(N)    091 57 34.58995(W) AD(       ) 1
 BJ2877  NGVD 29 (??/??/??)    9.261  (m)           30.38   (f) ADJUSTED    2 2
 BJ2877
 BJ2877.Superseded values are not recommended for survey control.
 BJ2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2877.See file dsdata.txt to determine how the superseded data were derived.
 BJ2877
 BJ2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9965992988(NAD 83)
 BJ2877_MARKER: DS = TRIANGULATION STATION DISK
 BJ2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2877_SP_SET: CONCRETE POST
 BJ2877_STAMPING: WAXIA 1969
 BJ2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2877+STABILITY: SURFACE MOTION
 BJ2877
 BJ2877  HISTORY     - Date     Condition        Report By
 BJ2877  HISTORY     - 1969     MONUMENTED       CGS
 BJ2877  HISTORY     - 1971     GOOD             NGS
 BJ2877  HISTORY     - 1975     GOOD             LADTD
 BJ2877
 BJ2877                          STATION DESCRIPTION
 BJ2877
 BJ2877'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ2877'NO MEASUREMENTS BETWEEN THE RMS DUE TO FENCELINE.
 BJ2877'
 BJ2877'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF WAXIA, WHICH
 BJ2877'IS ABOUT 6-1/2 MILES NORTHEAST OF WASHINGTON, 5 MILES
 BJ2877'SOUTH-SOUTHEAST OF LEBEAU, AND 4-1/2 MILES SOUTHWEST OF PALMETTO,
 BJ2877'IN THE NE 1/4 SEC. 33, T. 4 S., R. 5 E. ON LAND OWNED BY
 BJ2877'MR. BENNY DUPRE.
 BJ2877'
 BJ2877'TO REACH THE STATION FROM THE POST OFFICE IN LEBEAU, GO
 BJ2877'SOUTHEAST ON U.S. HIGHWAY 71 FOR 4.6 MILES TO A SIDE ROAD
 BJ2877'RIGHT.  TURN RIGHT AND GO WESTERLY ON PAVED ROAD FOR 2.2 MILES
 BJ2877'TO A T-INTERSECTION, JUNCTION OF STATE HIGHWAY 359, AND A STORE
 BJ2877'IN THE NORTHEAST ANGLE OF INTERSECTION.  TURN RIGHT AND GO NORTH
 BJ2877'FOR ABOUT 50 FEET TO A METAL GATE ON THE LEFT, WEST, SIDE OF
 BJ2877'THE ROAD.  PASS THROUGH THE GATE AND GO WEST FOR 0.05 MILE TO
 BJ2877'THE STATION.
 BJ2877'
 BJ2877'TO REACH THE AZIMUTH MARK FROM THE METAL GATE, GO NORTH ON
 BJ2877'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT,
 BJ2877'WEST, SIDE OF THE ROAD.
 BJ2877'
 BJ2877'STATION MARK IS A STANDARD DISK, STAMPED WAXIA 1969, SET IN THE
 BJ2877'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 24 INCHES
 BJ2877'BELOW THE SURFACE OF THE GROUND.  IT IS 176 FEET SOUTH OF THE
 BJ2877'SOUTHWEST CORNER OF A FRAME HOUSE, 86 FEET NORTHWEST OF A FENCE
 BJ2877'AND 69 FEET WEST OF A 24-INCH LIVE OAK TREE.
 BJ2877'
 BJ2877'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WAXIA NO 1 1969,
 BJ2877'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ2877'PROJECTS 4 INCHES.  IT IS 91.5 FEET SOUTHWEST OF THE CENTER OF
 BJ2877'A T-INTERSECTION, 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BJ2877'A CHURCH, 45.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BJ2877'FARM BUILDING, 4 FEET SOUTHWEST OF A METAL WITNESS POST WITH A
 BJ2877'SIGN ATTACHED AND 1 FOOT NORTHWEST OF A FENCE.
 BJ2877'
 BJ2877'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WAXIA NO 2 1969,
 BJ2877'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BJ2877'IS FLUSH.  IT IS 230 FEET EAST-NORTHEAST OF A FENCE CORNER, 15
 BJ2877'FEET NORTHWEST OF THE CENTER OF A FARM LANE AND 1 FOOT NORTHWEST
 BJ2877'OF A FENCE.
 BJ2877'
 BJ2877'AZIMUTH MARK IS A STANDARD DISK, STAMPED WAXIA 1969, SET IN THE
 BJ2877'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BJ2877'FLUSH.  IT IS 54 FEET NORTH-NORTHWEST OF THE NORTH POST OF A
 BJ2877'CATTLE GUARD, 30.5 FEET EAST-NORTHEAST OF A 40-INCH PECAN TREE,
 BJ2877'24 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 359 (GRAVELED
 BJ2877'ROAD), 1.5 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A FENCE AND
 BJ2877'3 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 BJ2877'
 BJ2877'HEIGHT OF LIGHT ABOVE STATION MARK 38.85 METERS.
 BJ2877
 BJ2877                          STATION RECOVERY (1971)
 BJ2877
 BJ2877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BJ2877'THE STATION WAS VISITED 6-25-71 AND THE STATION AND ALL THE MARKS
 BJ2877'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS REQUESTED
 BJ2877'MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.  THE LIVE OAK
 BJ2877'MENTIONED IN THE DESCRIPTION IS A PECAN TREE.  A NEW DESCRIPTION
 BJ2877'FOLLOWS--
 BJ2877'
 BJ2877'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF WAXIA, ABOUT
 BJ2877'6.5 MILES NORTHEAST OF WASHINGTON AND 5 MILES SOUTH-SOUTHWEST
 BJ2877'OF LEBEAU, IN THE NE 1/4 OF SEC. 33, T 4 S., R 5 E. IN A PASTURE
 BJ2877'OWNED BY DANNY DUPRE, IT IS 278 FEET WEST-SOUTHWEST OF THE
 BJ2877'CENTER OF THE ROAD, 176 FEET SOUTH OF THE SOUTHWEST CORNER OF
 BJ2877'A FRAME HOUSE, 86 FEET NNW OF THE NW FENCE OF A LANE, 152 FEET
 BJ2877'SOUTHWEST OF THE NORTH CORNER OF AN UNPAINTED BARN, 68 FEET
 BJ2877'WEST OF A 2-FOOT PECAN TREE.  IT IS A TRIANGULATION STATION
 BJ2877'DISK, STAMPED WAXIA 1969, 12 INCHES BELOW THE SURFACE OF
 BJ2877'THE GROUND.
 BJ2877'
 BJ2877'REFERENCE MARK NO. 1 IS 225.11 FEET ESE OF THE STATION, 91.5
 BJ2877'FEET WEST OF THE STATE HIGHWAY 359, 155 FEET SOUTHEAST OF A
 BJ2877'2-FOOT PECAN TREE, 1 FOOT NORTH OF A FENCE LINE, 80 FEET NW OF
 BJ2877'THE NW CORNER OF A CHURCH, 46 FEET SE OF THE SE CORNER OF AN OLD
 BJ2877'BARN AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BJ2877'REFERENCE MARK DISK STAMPED WAXIA NO 1 1969, PROJECTING 3
 BJ2877'INCHES.
 BJ2877'
 BJ2877'REFERENCE MARK NO. 2 IS 186.51 FEET SOUTHWEST OF THE STATION,
 BJ2877'233 FEET SOUTHWEST OF A LONE 2-FOOT PECAN TREE, 230 FEET
 BJ2877'EAST-NORTHEAST OF A FENCE CORNER 15 FEET NORTHWEST OF THE
 BJ2877'CENTER OF A LANE, AND 1 FOOT NORTHWEST OF A FENCE LINE,
 BJ2877'IT IS A REFERENCE MARK DISK, STAMPED WAXIA NO. 2 1969, FLUSH
 BJ2877'WITH THE GROUND.
 BJ2877'
 BJ2877'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION IN
 BJ2877'THE NORTH CORNER OF LUNO FONTENOT YARD.  IT IS 61 FEET NNW OF
 BJ2877'THE CENTER OF THE DRIVEWAY, 44 FEET NNW OF A POWER POLE, 43 WNW
 BJ2877'OF THE CENTER OF THE HIGHWAY, 10.5 FEET ESE OF A 4-FOOT PECAN
 BJ2877'TREE, 1.5 FEET SW OF A T FENCE CORNER AND 1 FOOT SW OF A METAL
 BJ2877'WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED WAXIA 1969
 BJ2877'1971, PROJECTING 2 INCHES.
 BJ2877'
 BJ2877'TO REACH THE STATION FROM THE POST OFFICE IN LEBEAU GO SOUTH
 BJ2877'ON U.S. HIGHWAY 71 FOR 4.6 MILES TO A BLACK TOP ROAD, TURN
 BJ2877'RIGHT AND GO 2.2 MILES TO THE COMMUNITY OF WAXIE AND A T
 BJ2877'INTERSECTION WITH STATE HIGHWAY 359 AND DUPRES STORE IN THE
 BJ2877'NORTHEAST CORNER OF THE INTERSECTION.  TURN RIGHT AND GO ABOUT
 BJ2877'50 YARDS TO A METAL GATE ON THE LEFT, TURN LEFT THROUGH GATE AND
 BJ2877'GO ABOUT 100 YARDS TO A LONE 2-FOOT PECAN TREE AND THE STATION.
 BJ2877'
 BJ2877'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BJ2877'5 MILES SE OF BEBEAU.
 BJ2877
 BJ2877                          STATION RECOVERY (1975)
 BJ2877
 BJ2877'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BJ2877'9.3 MI NE FROM PORT BARRE.
 BJ2877'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2877'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359. THENCE ABOUT 4.5 MI
 BJ2877'NE ALONG STATE HIGHWAY 359, ABOUT 300 FT NW OF THE NW CORNER OF THE
 BJ2877'WAXIA METHODIST CHURCH, 278 FT WEST SW OF THE CENTERLINE OF STATE
 BJ2877'HIGHWAY 359, 176 FT SOUTH OF THE SW CORNER OF A WOOD FRAME HOUSE
 BJ2877'80 FT NW OF THE NW FENCE OF A LANE LEADING WEST, 68 FT WEST OF A LONE
 BJ2877'2 PECAN TREE, 225 FT NW OF WAXIA NO 1. 187 FT NE OF WAXIA NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2878 ***********************************************************************
 BJ2878  DESIGNATION -  WAXIA AZ MK 2
 BJ2878  PID         -  BJ2878
 BJ2878  STATE/COUNTY-  LA/ST LANDRY
 BJ2878  USGS QUAD   -  PALMETTO (1994)
 BJ2878
 BJ2878                         *CURRENT SURVEY CONTROL
 BJ2878  ___________________________________________________________________
 BJ2878* NAD 83(1986)-  30 40 01.     (N)    091 57 40.     (W)     SCALED    
 BJ2878* NAVD 88     -        10.29   (+/-2cm)      33.8    (feet)  VERTCON   
 BJ2878  ___________________________________________________________________
 BJ2878  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ2878
 BJ2878  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2878
 BJ2878.The horizontal coordinates were scaled from a topographic map and have
 BJ2878.an estimated accuracy of +/- 6 seconds.
 BJ2878
 BJ2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2878.The vertical order pertains to the NGVD 29 superseded value.
 BJ2878
 BJ2878.The geoid height was determined by GEOID03.
 BJ2878
 BJ2878;                    North         East    Units  Estimated Accuracy
 BJ2878;SPC LA S     -   240,360.      939,840.      MT  (+/- 180 meters Scaled)
 BJ2878
 BJ2878                          SUPERSEDED SURVEY CONTROL
 BJ2878
 BJ2878  NGVD 29 (??/??/??)   10.271  (m)           33.70   (f) ADJUSTED    2 2
 BJ2878
 BJ2878.Superseded values are not recommended for survey control.
 BJ2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2878.See file dsdata.txt to determine how the superseded data were derived.
 BJ2878
 BJ2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP995931(NAD 83)
 BJ2878_MARKER: DZ = AZIMUTH MARK DISK
 BJ2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2878_SP_SET: CONCRETE POST
 BJ2878_STAMPING: WAXIA AZMK 1971
 BJ2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2878+STABILITY: SURFACE MOTION
 BJ2878
 BJ2878  HISTORY     - Date     Condition        Report By
 BJ2878  HISTORY     - 1971     MONUMENTED       NGS
 BJ2878  HISTORY     - 1975     GOOD             LADTD
 BJ2878
 BJ2878                          STATION DESCRIPTION
 BJ2878
 BJ2878'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2878'9.6 MI NE FROM PORT BARRE.
 BJ2878'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2878'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359, THENCE ABOUT 4.8 MI
 BJ2878'NE ALONG STATE HIGHWAY 359. 43 FT WEST OF THE CENTERLINE OF STATE
 BJ2878'HIGHWAY 359, 44 FT NW OF A POWER POLE. 10 FT SE OF A 4 FT PECAN TREE,
 BJ2878'2 FT SW OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2876 ***********************************************************************
 BJ2876  DESIGNATION -  WAXIA RM 1
 BJ2876  PID         -  BJ2876
 BJ2876  STATE/COUNTY-  LA/ST LANDRY
 BJ2876  USGS QUAD   -  PALMETTO (1994)
 BJ2876
 BJ2876                         *CURRENT SURVEY CONTROL
 BJ2876  ___________________________________________________________________
 BJ2876* NAD 83(1986)-  30 39 56.     (N)    091 57 35.     (W)     SCALED    
 BJ2876* NAVD 88     -         8.18   (+/-2cm)      26.8    (feet)  VERTCON   
 BJ2876  ___________________________________________________________________
 BJ2876  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ2876
 BJ2876  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2876
 BJ2876.The horizontal coordinates were scaled from a topographic map and have
 BJ2876.an estimated accuracy of +/- 6 seconds.
 BJ2876
 BJ2876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2876.The vertical order pertains to the NGVD 29 superseded value.
 BJ2876
 BJ2876.The geoid height was determined by GEOID03.
 BJ2876
 BJ2876;                    North         East    Units  Estimated Accuracy
 BJ2876;SPC LA S     -   240,210.      939,970.      MT  (+/- 180 meters Scaled)
 BJ2876
 BJ2876                          SUPERSEDED SURVEY CONTROL
 BJ2876
 BJ2876  NGVD 29 (??/??/??)    8.160  (m)           26.77   (f) ADJUSTED    2 2
 BJ2876
 BJ2876.Superseded values are not recommended for survey control.
 BJ2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2876.See file dsdata.txt to determine how the superseded data were derived.
 BJ2876
 BJ2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP996930(NAD 83)
 BJ2876_MARKER: DR = REFERENCE MARK DISK
 BJ2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2876_SP_SET: CONCRETE POST
 BJ2876_STAMPING: WAXIA NO 1 1969
 BJ2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2876+STABILITY: SURFACE MOTION
 BJ2876
 BJ2876  HISTORY     - Date     Condition        Report By
 BJ2876  HISTORY     - 1969     MONUMENTED       CGS
 BJ2876  HISTORY     - 1975     GOOD             LADTD
 BJ2876
 BJ2876                          STATION DESCRIPTION
 BJ2876
 BJ2876'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2876'9.3 MI NE FROM PORT BARRE.
 BJ2876'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2876'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359, THENCE ABOUT 4.5 MI
 BJ2876'NE ALONG STATE HIGHWAY 359, 80 FT NW OF THE NW CORNER OF THE WAXIA
 BJ2876'METHODIST CHURCH, 92 FT WEST OF THE CENTERLINE OF STATE HIGHWAY 359,
 BJ2876'46 FT SE OF THE SE CORNER OF A BARN. WAXIA NO 1 IS 374 FT EAST OF
 BJ2876'WAXIA NO 2, 155 FT SE OF A LONE 2 FT PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2875 ***********************************************************************
 BJ2875  DESIGNATION -  WAXIA RM 2
 BJ2875  PID         -  BJ2875
 BJ2875  STATE/COUNTY-  LA/ST LANDRY
 BJ2875  USGS QUAD   -  PALMETTO (1994)
 BJ2875
 BJ2875                         *CURRENT SURVEY CONTROL
 BJ2875  ___________________________________________________________________
 BJ2875* NAD 83(1986)-  30 39 56.     (N)    091 57 35.     (W)     SCALED    
 BJ2875* NAVD 88     -         9.83   (+/-2cm)      32.3    (feet)  VERTCON   
 BJ2875  ___________________________________________________________________
 BJ2875  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ2875
 BJ2875  VERT ORDER  -  SECOND    CLASS II (See Below)
 BJ2875
 BJ2875.The horizontal coordinates were scaled from a topographic map and have
 BJ2875.an estimated accuracy of +/- 6 seconds.
 BJ2875
 BJ2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2875.The vertical order pertains to the NGVD 29 superseded value.
 BJ2875
 BJ2875.The geoid height was determined by GEOID03.
 BJ2875
 BJ2875;                    North         East    Units  Estimated Accuracy
 BJ2875;SPC LA S     -   240,210.      939,970.      MT  (+/- 180 meters Scaled)
 BJ2875
 BJ2875                          SUPERSEDED SURVEY CONTROL
 BJ2875
 BJ2875  NGVD 29 (??/??/??)    9.814  (m)           32.20   (f) ADJUSTED    2 2
 BJ2875
 BJ2875.Superseded values are not recommended for survey control.
 BJ2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2875.See file dsdata.txt to determine how the superseded data were derived.
 BJ2875
 BJ2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP996930(NAD 83)
 BJ2875_MARKER: DR = REFERENCE MARK DISK
 BJ2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2875_SP_SET: CONCRETE POST
 BJ2875_STAMPING: WAXIA NO 2 1969
 BJ2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2875+STABILITY: SURFACE MOTION
 BJ2875
 BJ2875  HISTORY     - Date     Condition        Report By
 BJ2875  HISTORY     - 1969     MONUMENTED       CGS
 BJ2875  HISTORY     - 1975     GOOD             LADTD
 BJ2875
 BJ2875                          STATION DESCRIPTION
 BJ2875
 BJ2875'DESCRIBED BY LA TRANSP AND DEV 1975
 BJ2875'9.3 MI NE FROM PORT BARRE.
 BJ2875'FROM THE WATER TOWER IN PORT BARRE, ABOUT 4.8 MI NE ALONG STATE
 BJ2875'HIGHWAY 103, TO THE JUNCTION OF STATE HIGHWAY 359. THENCE ABOUT 4.5 MI
 BJ2875'NE ALONG STATE HIGHWAY 359. ABOUT 400 FT NW OF THE NW CORNER OF THE
 BJ2875'WAXIA METHODIST CHURCH. 374 FT WEST OF WAXIA NO 1. 180 FT SW OF WAXIA
 BJ2875'TRIANGULATION STATION. 233 FT SW OF A LONE 2.0 FT PECAN TREE. 230 FT
 BJ2875'NE OF A FENCE CORNER. 15 FT NW OF THE CENTERLINE OF A LANE LEADING
 BJ2875'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3117 ***********************************************************************
 CP3117  DESIGNATION -  WAYNE
 CP3117  PID         -  CP3117
 CP3117  STATE/COUNTY-  LA/WEST CARROLL
 CP3117  USGS QUAD   -  CONGO CREEK (1986)
 CP3117
 CP3117                         *CURRENT SURVEY CONTROL
 CP3117  ___________________________________________________________________
 CP3117* NAD 83(1992)-  32 36 13.98693(N)    091 31 06.35633(W)     ADJUSTED  
 CP3117* NAVD 88     -        28.3    (meters)      93.     (feet)  VERTCON   
 CP3117  ___________________________________________________________________
 CP3117  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CP3117  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CP3117
 CP3117  HORZ ORDER  -  SECOND
 CP3117
 CP3117.The horizontal coordinates were established by classical geodetic methods
 CP3117.and adjusted by the National Geodetic Survey in January 1993..
 CP3117
 CP3117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3117
 CP3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3117
 CP3117.The geoid height was determined by GEOID03.
 CP3117
 CP3117;                    North         East     Units Scale Factor Converg.
 CP3117;SPC LA N     -   233,691.899 1,092,135.833   MT  0.99998629   +0 31 08.2
 CP3117;SPC LA N     -   766,704.17  3,583,115.65   sFT  0.99998629   +0 31 08.2
 CP3117;UTM  15      - 3,608,343.667   639,023.561   MT  0.99983833   +0 47 54.4
 CP3117
 CP3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3117!SPC LA N     -   0.99999964  x   0.99998629  =   0.99998593
 CP3117!UTM  15      -   0.99999964  x   0.99983833  =   0.99983797
 CP3117
 CP3117:                Primary Azimuth Mark                     Grid Az
 CP3117:SPC LA N     -  WAYNE AZ MK                              082 55 58.5
 CP3117:UTM  15      -  WAYNE AZ MK                              082 39 12.3
 CP3117
 CP3117|---------------------------------------------------------------------|
 CP3117| PID    Reference Object                     Distance      Geod. Az  |
 CP3117|                                                           dddmmss.s |
 CP3117| CY5833 WAYNE AZ MK                                        0832706.7 |
 CP3117| CP3116 WAYNE LADH RM 1 1970                 28.586 METERS 12627     |
 CP3117| CY5835 WAYNE RM 2                           17.502 METERS 18658     |
 CP3117| CY5834 WAYNE AZ MK 2                                      2975410.0 |
 CP3117|---------------------------------------------------------------------|
 CP3117
 CP3117                          SUPERSEDED SURVEY CONTROL
 CP3117
 CP3117  NAD 83(1986)-  32 36 13.99846(N)    091 31 06.34919(W) AD(       ) 2
 CP3117  NAD 27      -  32 36 13.50280(N)    091 31 05.92125(W) AD(       ) 2
 CP3117  NGVD 29 (07/19/86)   28.4    (m)           93.     (f) VERT ANG       
 CP3117
 CP3117.Superseded values are not recommended for survey control.
 CP3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3117.See file dsdata.txt to determine how the superseded data were derived.
 CP3117
 CP3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3902408344(NAD 83)
 CP3117_MARKER: DD = SURVEY DISK
 CP3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3117
 CP3117  HISTORY     - Date     Condition        Report By
 CP3117  HISTORY     - 1970     MONUMENTED       LADTD
 CP3117
 CP3117                          STATION DESCRIPTION
 CP3117
 CP3117'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3117'THE STATION IS LOCATED 2.5 MILES WEST OF EPPS, 9.5 MILES NORTH
 CP3117'OF DELHI AND 11 MILES NORTHEAST OF HOLLY RIDGE, IN THE SOUTHWEST
 CP3117'QUARTER OF SECTION 26, T19N, R9E, AND ON THE PROPERTY OWNED
 CP3117'BY WAYNE CLEVELAND, ADDRESS EPPS, LOUISIANA, TELEPHONE 926-3665.
 CP3117'
 CP3117'TO REACH THE STATION FROM RAILROAD CROSSING AT THE INTERSECTION
 CP3117'OF STATE HIGHWAYS 17 AND 134 IN EPPS, DRIVE ALONG STATE HIGHWAY
 CP3117'134 FOR 2.4 MILES TO THE STATION WHICH IS SET ON THE LEFT AND
 CP3117'SOUTH OF THE HIGHWAY IN A DIRT ROAD BETWEEN TWO STOCK PONDS.
 CP3117'
 CP3117'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG
 CP3117'STATE HIGHWAY 134 FOR 0.4 MILE TO THE MARK WHICH IS SET ON THE
 CP3117'LEFT AND NORTH OF THE HIGHWAY NEAR A DIRT ROAD LEADING TO AN
 CP3117'OLD BARN.
 CP3117'
 CP3117'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE WEST ALONG
 CP3117'STATE HIGHWAY 134 FOR 0.2 MILE TO THE MARK WHICH IS SET ON THE
 CP3117'RIGHT AND NORTH OF THE HIGHWAY NEAR A PIPE GATE AND A CONCRETE
 CP3117'CULVERT.
 CP3117'
 CP3117'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3117'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3117'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3117'GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN
 CP3117'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP3117'SURFACE.  THEY ARE STAMPED WAYNE 1970.  IT IS 111 FEET SOUTH OF
 CP3117'THE CENTER OF STATE HIGHWAY 134, 93 FEET EAST-SOUTHEAST OF A
 CP3117'16 INCH LIVE OAK TREE, 70 FEET SOUTH-SOUTHWEST OF A POWER
 CP3117'POLE, 67.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 65
 CP3117'FEET SOUTH OF THE CENTER OF A PIPE GATE INTO PASTURE, AND IS
 CP3117'IN A DIRT ROAD BETWEEN TWO STOCK PONDS.
 CP3117'
 CP3117'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3117'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3117'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CP3117'IS STAMPED WAYNE R. M. 1 1970.  IT IS 162 FEET SOUTH OF THE
 CP3117'CENTER OF STATE HIGHWAY 134, 130 FEET SOUTHEAST OF THE CENTER
 CP3117'OF A PIPE GATE, 124 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND
 CP3117'116 FEET SOUTH OF A FENCE.
 CP3117'
 CP3117'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3117'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3117'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3117'GROUND.  IT IS STAMPED WAYNE R. M. 2 1970.  IT IS 168 FEET
 CP3117'SOUTH OF THE CENTER OF STATE HIGHWAY 134, 125 FEET
 CP3117'SOUTH-SOUTHWEST OF A POWER POLE, 120 FEET SOUTHWEST OF A 16 INCH
 CP3117'LIVE OAK TREE, AND 112 FEET SOUTH OF THE CENTER OF A PIPE
 CP3117'GATE.
 CP3117'
 CP3117'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3117'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3117'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP3117'IS STAMPED WAYNE AZ. MK. 1970.  IT IS 38 FEET NORTH OF THE CENTER
 CP3117'OF STATE HIGHWAY 134, 11 FEET EAST OF THE CENTER OF A PIPE GATE,
 CP3117'6 FEET NORTHEAST OF THE EAST END OF A CONCRETE SIDE DRAIN, 5
 CP3117'FEET SOUTH OF A FENCE, AND 1.5 FEET WEST-NORTHWEST OF A METAL
 CP3117'WITNESS POST AND SIGN.
 CP3117'
 CP3117'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3117'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3117'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3117'GROUND.  IT IS STAMPED WAYNE A. MK. 2 1970.  IT IS 38. FEET
 CP3117'NORTH OF THE CENTER OF STATE HIGHWAY 134, 7 FEET NORTH OF THE
 CP3117'WEST END OF A METAL CULVERT, 8 FEET WEST OF THE CENTER OF A
 CP3117'DRIVE LEADING TO AN OLD BARN, 2 FEET SOUTH OF A FENCE, AND 1.5
 CP3117'FEET EAST OF A METAL WITNESS POST AND SIGN.
 CP3117'
 CP3117'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2731 ***********************************************************************
 BJ2731  DESIGNATION -  WAYSIDE BOLT
 BJ2731  PID         -  BJ2731
 BJ2731  STATE/COUNTY-  LA/AVOYELLES
 BJ2731  USGS QUAD   -  SIMMESPORT (1969)
 BJ2731
 BJ2731                         *CURRENT SURVEY CONTROL
 BJ2731  ___________________________________________________________________
 BJ2731* NAD 83(1986)-  30 59 37.     (N)    091 51 34.     (W)     SCALED    
 BJ2731* NAVD 88     -        13.38   (+/-2cm)      43.9    (feet)  VERTCON   
 BJ2731  ___________________________________________________________________
 BJ2731  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ2731
 BJ2731  VERT ORDER  -  ? (See Below)
 BJ2731
 BJ2731.The horizontal coordinates were scaled from a topographic map and have
 BJ2731.an estimated accuracy of +/- 6 seconds.
 BJ2731
 BJ2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2731.The vertical order pertains to the NGVD 29 superseded value.
 BJ2731
 BJ2731.The geoid height was determined by GEOID03.
 BJ2731
 BJ2731;                    North         East    Units  Estimated Accuracy
 BJ2731;SPC LA N     -    54,910.    1,061,180.      MT  (+/- 180 meters Scaled)
 BJ2731
 BJ2731                          SUPERSEDED SURVEY CONTROL
 BJ2731
 BJ2731  NGVD 29 (??/??/??)   13.354  (m)           43.81   (f) ADJUSTED    ?  
 BJ2731
 BJ2731.Superseded values are not recommended for survey control.
 BJ2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2731.See file dsdata.txt to determine how the superseded data were derived.
 BJ2731
 BJ2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ088294(NAD 83)
 BJ2731_MARKER: B = BOLT
 BJ2731_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2731_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2731_STAMPING: WAYSIDE 1930
 BJ2731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2731
 BJ2731  HISTORY     - Date     Condition        Report By
 BJ2731  HISTORY     - 1930     MONUMENTED       DOD
 BJ2731  HISTORY     - 1962     GOOD             CGS
 BJ2731  HISTORY     - 1966     MARK NOT FOUND   CGS
 BJ2731
 BJ2731                          STATION DESCRIPTION
 BJ2731
 BJ2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BJ2731'3.0 MI NW FROM SIMMESPORT.
 BJ2731'LOCATED 3.0 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD
 BJ2731'FROM THE STATION IN SIMMESPORT, AT A PRIVATE ROAD CROSSING, WHICH WAS
 BJ2731'THE FORMER STATION OF WAYSIDE, 0.6 MILE SOUTH OF THE LEVEE AND STATE
 BJ2731'HIGHWAY 1, 42 FEET SOUTH OF THE SOUTH RAIL, 13 FEET NORTH-NORTHWEST OF
 BJ2731'A LARGE POWER POLE NO. 92 WHERE POWER LINE CROSSES THE TRACKS, 8 FEET
 BJ2731'EAST OF A NORTH-SOUTH DITCH, 21 FEET WEST OF A TRACK ROAD, 53 FEET
 BJ2731'NORTHWEST OF THE WEST END OF A GATE, AND 1 FOOT WEST OF A METAL
 BJ2731'WITNESS POST.  IT IS A COPPER BOLT SET IN THE TOP OF A CONCRETE SLAB
 BJ2731'ABOUT 3 FEET BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 BJ2731'PIPE BEARING A CORPS OF ENGINEERS STANDARD CAP.  THE PIPE PROJECTS
 BJ2731'ABOUT 2 FEET.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF STATE
 BJ2731'HIGHWAY 105 AND LIN SIMMESPORT, GO WEST ON STATE HIGHWAY 1 FOR 3.2
 BJ2731'MILES TO A FARM ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.65
 BJ2731'MILE TO THE TRACKS AND THE MARK ON THE SOUTHSIDE OF THE TRACKS.
 BJ2731
 BJ2731                          STATION RECOVERY (1966)
 BJ2731
 BJ2731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ2731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2730 ***********************************************************************
 BJ2730  DESIGNATION -  WAYSIDE CAP
 BJ2730  PID         -  BJ2730
 BJ2730  STATE/COUNTY-  LA/AVOYELLES
 BJ2730  USGS QUAD   -  SIMMESPORT (1969)
 BJ2730
 BJ2730                         *CURRENT SURVEY CONTROL
 BJ2730  ___________________________________________________________________
 BJ2730* NAD 83(1986)-  30 59 37.     (N)    091 51 34.     (W)     SCALED    
 BJ2730* NAVD 88     -        14.60   (+/-2cm)      47.9    (feet)  VERTCON   
 BJ2730  ___________________________________________________________________
 BJ2730  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ2730
 BJ2730  VERT ORDER  -  ? (See Below)
 BJ2730
 BJ2730.The horizontal coordinates were scaled from a topographic map and have
 BJ2730.an estimated accuracy of +/- 6 seconds.
 BJ2730
 BJ2730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2730.The vertical order pertains to the NGVD 29 superseded value.
 BJ2730
 BJ2730.The geoid height was determined by GEOID03.
 BJ2730
 BJ2730;                    North         East    Units  Estimated Accuracy
 BJ2730;SPC LA N     -    54,910.    1,061,180.      MT  (+/- 180 meters Scaled)
 BJ2730
 BJ2730                          SUPERSEDED SURVEY CONTROL
 BJ2730
 BJ2730  NGVD 29 (??/??/??)   14.578  (m)           47.83   (f) ADJUSTED    ?  
 BJ2730
 BJ2730.Superseded values are not recommended for survey control.
 BJ2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2730.See file dsdata.txt to determine how the superseded data were derived.
 BJ2730
 BJ2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ088294(NAD 83)
 BJ2730_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2730_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2730_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2730_STAMPING: WAYSIDE 1930
 BJ2730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2730
 BJ2730  HISTORY     - Date     Condition        Report By
 BJ2730  HISTORY     - 1930     MONUMENTED       DOD
 BJ2730  HISTORY     - 1962     GOOD             CGS
 BJ2730  HISTORY     - 1966     MARK NOT FOUND   CGS
 BJ2730
 BJ2730                          STATION DESCRIPTION
 BJ2730
 BJ2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BJ2730'3.0 MI NW FROM SIMMESPORT.
 BJ2730'LOCATED 3.0 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD
 BJ2730'FROM THE STATION IN SIMMESPORT, AT A PRIVATE ROAD CROSSING, WHICH WAS
 BJ2730'THE FORMER STATION OF WAYSIDE, 0.6 MILE SOUTH OF THE LEVEE AND STATE
 BJ2730'HIGHWAY 1, 42 FEET SOUTH OF THE SOUTH RAIL, 13 FEET NORTH-NORTHWEST OF
 BJ2730'A LARGE POWER POLE NO. 92 WHERE POWER LINE CROSSES THE TRACKS, 8 FEET
 BJ2730'EAST OF A NORTH-SOUTH DITCH, 21 FEET WEST OF A TRACK ROAD.  53 FEET
 BJ2730'NORTHWEST OF THE WEST END OF A GATE, AND 1 FOOT WEST OF A METAL
 BJ2730'WITNESS POST.  AN IRON PIPE BEARING A CORPS OF ENGINEERS STANDARD CAP.
 BJ2730'THE PIPE PROJECTS ABOUT 2 FEET.  TO REACH THE MARK FROM THE JUNCTION
 BJ2730'OF STATE HIGHWAY 105 AND LIN SIMMESPORT, GO WEST ON STATE HIGHWAY 1
 BJ2730'FOR 3.2 MILES TO A FARM ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR
 BJ2730'0.65 MILE TO THE TRACKS AND THE MARK ON THE SOUTHSIDE OF THE TRACKS.
 BJ2730
 BJ2730                          STATION RECOVERY (1966)
 BJ2730
 BJ2730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ2730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2809 ***********************************************************************
 BX2809  DESIGNATION -  WEAVER
 BX2809  PID         -  BX2809
 BX2809  STATE/COUNTY-  LA/NATCHITOCHES
 BX2809  USGS QUAD   -  FAIRVIEW ALPHA (1983)
 BX2809
 BX2809                         *CURRENT SURVEY CONTROL
 BX2809  ___________________________________________________________________
 BX2809* NAD 83(1992)-  31 57 57.59403(N)    093 10 31.99741(W)     ADJUSTED  
 BX2809* NAVD 88     -        57.6    (meters)     189.     (feet)  VERTCON   
 BX2809  ___________________________________________________________________
 BX2809  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BX2809  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX2809
 BX2809  HORZ ORDER  -  FIRST
 BX2809
 BX2809.The horizontal coordinates were established by classical geodetic methods
 BX2809.and adjusted by the National Geodetic Survey in January 1993..
 BX2809
 BX2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2809
 BX2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2809
 BX2809.The geoid height was determined by GEOID03.
 BX2809
 BX2809;                    North         East     Units Scale Factor Converg.
 BX2809;SPC LA N     -   162,741.440   936,146.990   MT  0.99991509   -0 21 25.8
 BX2809;SPC LA N     -   533,927.54  3,071,342.25   sFT  0.99991509   -0 21 25.8
 BX2809;UTM  15      - 3,536,680.330   483,411.780   MT  0.99960339   -0 05 34.6
 BX2809
 BX2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2809!SPC LA N     -   0.99999502  x   0.99991509  =   0.99991011
 BX2809!UTM  15      -   0.99999502  x   0.99960339  =   0.99959841
 BX2809
 BX2809|---------------------------------------------------------------------|
 BX2809| PID    Reference Object                     Distance      Geod. Az  |
 BX2809|                                                           dddmmss.s |
 BX2809| CV8592 WEAVER RM 1                          37.954 METERS 12044     |
 BX2809| CV8591 WEAVER AZ MK                                       1255606.8 |
 BX2809| CV8593 WEAVER RM 2                          29.575 METERS 21744     |
 BX2809| CQ3097 MARTIN ATT MICROWAVE KLW 26         APPROX.12.8 KM 3404031.8 |
 BX2809|---------------------------------------------------------------------|
 BX2809
 BX2809                          SUPERSEDED SURVEY CONTROL
 BX2809
 BX2809  NAD 83(1986)-  31 57 57.60868(N)    093 10 31.99009(W) AD(       ) 1
 BX2809  NAD 27      -  31 57 57.02839(N)    093 10 31.39065(W) AD(       ) 1
 BX2809  NGVD 29 (07/19/86)   57.7    (m)          189.     (f) VERT ANG       
 BX2809
 BX2809.Superseded values are not recommended for survey control.
 BX2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2809.See file dsdata.txt to determine how the superseded data were derived.
 BX2809
 BX2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR8341236680(NAD 83)
 BX2809_MARKER: DS = TRIANGULATION STATION DISK
 BX2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2809
 BX2809  HISTORY     - Date     Condition        Report By
 BX2809  HISTORY     - 1969     MONUMENTED       CGS
 BX2809  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2809
 BX2809                          STATION DESCRIPTION
 BX2809
 BX2809'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2809'(NO MEASUREMENT BETWEEN RMS
 BX2809'
 BX2809'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF COUSHATTA
 BX2809'AND 6 MILES NORTHWEST OF CAMPTI ON PROPERTY OWNED BY MR. LOYD
 BX2809'WEAVER.
 BX2809'
 BX2809'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND
 BX2809'84 AT THE EAST EDGE OF COUSHATTA, GO SOUTHEASTERLY ON U.S. HIGHWAYS
 BX2809'71 AND 84 FOR 2.15 MILES TO THE JUNCTION OF U.S. HIGHWAYS 71 AND
 BX2809'84 AND STATE HIGHWAY 784.  CONTINUE AHEAD SOUTHEASTERLY ON
 BX2809'U.S. HIGHWAYS 71 AND 84 FOR 6.25 MILES TO THE JUNCTION OF
 BX2809'U.S. HIGHWAYS 71 AND 84 AND STATE HIGHWAY 507.  CONTINUE AHEAD,
 BX2809'SOUTHEASTERLY, ON U.S. HIGHWAYS 71 AND 84 FOR 1.55 MILES TO THE
 BX2809'STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY JUST BEFORE A
 BX2809'SMALL STORE ON THE LEFT.
 BX2809'
 BX2809'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON
 BX2809'U.S. HIGHWAYS 71 AND 84 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 BX2809'RIGHT, SOUTHWEST, SIDE OF THE HIGHWAY.
 BX2809'
 BX2809'STATION MARK IS A STANDARD DISK, STAMPED WEAVER 1969, SET IN THE
 BX2809'TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH.  IT IS 60
 BX2809'FEET NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 71 AND 84, 29
 BX2809'FEET WEST OF A FENCE CORNER POST AND 13 FEET SOUTH-SOUTHWEST OF A
 BX2809'FENCE.
 BX2809'
 BX2809'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WEAVER NO 1 1969,
 BX2809'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH.  IT
 BX2809'IS 52 FEET NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 71 AND
 BX2809'84, 35.2 FEET SOUTH OF A UTILITY POLE WITH A TRANSFORMER ATTACHED,
 BX2809'AND 2.8 FEET NORTH OF A UTILITY POLE.
 BX2809'
 BX2809'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WEAVER NO 2 1969, SET
 BX2809'IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH.  IT
 BX2809'IS 37 FEET SOUTH-SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS 71 AND
 BX2809'84 AND 0.4 FOOT NORTH OF A FENCE LINE.
 BX2809'
 BX2809'AZIMUTH MARK IS A STANDARD DISK, STAMPED WEAVER 1969, SET IN THE
 BX2809'TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT PROJECTS 5 INCHES.  IT
 BX2809'IS 37 FEET SOUTH-SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS 71 AND
 BX2809'84, 4 FEET NORTH OF A FENCE, 2.6 FEET EAST OF A METAL WITNESS POST
 BX2809'WITH A SIGN ATTACHED AND 2.5 FEET WEST OF A UTILITY POLE MARKED
 BX2809'188.
 BX2809'
 BX2809'HEIGHT OF LIGHT ABOVE STATION MARK 31.16 METERS.
 BX2809
 BX2809                          STATION RECOVERY (2001)
 BX2809
 BX2809'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BX2809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2550 ***********************************************************************
 BW2550  DESIGNATION -  WEBB 2
 BW2550  PID         -  BW2550
 BW2550  STATE/COUNTY-  LA/CATAHOULA
 BW2550  USGS QUAD   -  AIMWELL (1984)
 BW2550
 BW2550                         *CURRENT SURVEY CONTROL
 BW2550  ___________________________________________________________________
 BW2550* NAD 83(1992)-  31 45 42.86123(N)    091 53 50.55209(W)     ADJUSTED  
 BW2550* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 BW2550  ___________________________________________________________________
 BW2550  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BW2550  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BW2550
 BW2550  HORZ ORDER  -  SECOND
 BW2550
 BW2550.The horizontal coordinates were established by classical geodetic methods
 BW2550.and adjusted by the National Geodetic Survey in May 1994..
 BW2550
 BW2550.The orthometric height was scaled from a topographic map.
 BW2550
 BW2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2550
 BW2550.The geoid height was determined by GEOID03.
 BW2550
 BW2550;                    North         East     Units Scale Factor Converg.
 BW2550;SPC LA N     -   140,072.371 1,057,085.581   MT  0.99991842   +0 19 07.0
 BW2550;SPC LA N     -   459,554.10  3,468,121.61   sFT  0.99991842   +0 19 07.0
 BW2550;UTM  15      - 3,514,574.185   604,419.899   MT  0.99973447   +0 34 49.7
 BW2550
 BW2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2550!SPC LA N     -   0.99999181  x   0.99991842  =   0.99991023
 BW2550!UTM  15      -   0.99999181  x   0.99973447  =   0.99972628
 BW2550
 BW2550:                Primary Azimuth Mark                     Grid Az
 BW2550:SPC LA N     -  WEBB AZ                                  062 17 46.9
 BW2550:UTM  15      -  WEBB AZ                                  062 02 04.2
 BW2550
 BW2550|---------------------------------------------------------------------|
 BW2550| PID    Reference Object                     Distance      Geod. Az  |
 BW2550|                                                           dddmmss.s |
 BW2550| BW1746 WEBB AZ                                            0623653.9 |
 BW2550| BW1748 WEBB RM 1                            22.083 METERS 22022     |
 BW2550| BW1749 WEBB RM 2                            29.504 METERS 30828     |
 BW2550| BW1747 WEBB                                  5.598 METERS 31405     |
 BW2550|---------------------------------------------------------------------|
 BW2550
 BW2550                          SUPERSEDED SURVEY CONTROL
 BW2550
 BW2550  NAD 83(1992)-  31 45 42.86062(N)    091 53 50.55145(W) AD(       ) 2
 BW2550  NAD 83(1986)-  31 45 42.87696(N)    091 53 50.54836(W) AD(       ) 2
 BW2550  NAD 27      -  31 45 42.26600(N)    091 53 50.08100(W) AD(       ) 2
 BW2550
 BW2550.Superseded values are not recommended for survey control.
 BW2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2550.See file dsdata.txt to determine how the superseded data were derived.
 BW2550
 BW2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR0442014574(NAD 83)
 BW2550_MARKER: DS = TRIANGULATION STATION DISK
 BW2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2550
 BW2550  HISTORY     - Date     Condition        Report By
 BW2550  HISTORY     - 1962     MONUMENTED       CGS
 BW2550
 BW2550                          STATION DESCRIPTION
 BW2550
 BW2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (AKH)
 BW2550'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF HARRISONBURG,
 BW2550'ON A HIGH TIMBERED RIDGE OWNED BY THE INTERNATIONAL PAPER
 BW2550'CO., 0.1 MILE SOUTHWEST OF A FORKS IN THE ROAD, AND ABOUT
 BW2550'100 YARDS SOUTHWEST OF ANOTHER FORKS, 42 FEET SOUTHEAST OF
 BW2550'THE CENTER LINE OF THE ROAD, 1 12.5 FEET SOUTH OF A TRIANGULAR
 BW2550'BLAZED 18-INCH OAK TREE, 20 FEET EAST-NORTHEAST OF AN 18-INCH
 BW2550'TRIANGULAR BLAZED OAK TREE, AND 1 FOOT SOUTHEAST OF A METAL
 BW2550'WITNESS POST.  IT IS A STANDARD DISK, STAMPED WEBB 2 1962,
 BW2550'PROJECTING 4 INCHES.
 BW2550'
 BW2550'REFERENCE MARK NO. 1 IS 72.45 FEET SOUTH-SOUTHWEST OF THE
 BW2550'STATION, 56 FEET SOUTH OF A TRIANGULAR BLAZED 18-INCH OAK
 BW2550'TREE, AND 73 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY.  IT
 BW2550'IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 BW2550'STAMPED WEBB NO 1 1941, PROJECTING 4 INCHES.
 BW2550'
 BW2550'REFERENCE MARK NO. 2 IS 96.80 FEET WEST OF THE STATION, 45.5
 BW2550'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 13 FEET SOUTH OF
 BW2550'A TRIANGULAR BLAZED 18-INCH PINE TREE, AND 35 FEET WEST OF A
 BW2550'TRIANGULAR BLAZED OAK TREE.  IT IS A STANDARD DISK, STAMPED
 BW2550'WEBB NO 2 1941, PROJECTING 4 INCHES.
 BW2550'
 BW2550'THE AZIMUTH MARK IS 0.15 MILE NORTHEAST OF THE STATION, 193
 BW2550'FEET NORTHEAST OF THE INTERSECTION OF THE CENTER LINE OF THE
 BW2550'ROAD FORKS WITH ROADS LEADING EAST AND NORTHEAST, 68 FEET
 BW2550'SOUTHEAST OF THE CENTER OF THE ROAD LEADING NORTHEAST, 113
 BW2550'FEET WEST OF THE CENTER OF THE ROAD LEADING EAST, 9 FEET
 BW2550'SOUTHEAST OF AN 18-INCH PINE TREE, AND 1.5 FEET NORTH OF A
 BW2550'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED WEBB 1941,
 BW2550'FLUSH WITH THE GROUND.
 BW2550'
 BW2550'TO REACH THE STATION FROM THE COURTHOUSE AT HARRISONBURG,
 BW2550'GO SOUTH ON STATE HIGHWAY 124 FOR 0.45 MILE TO THE JUNCTION
 BW2550'WITH STATE HIGHWAY 8, TURN RIGHT AND GO SOUTHWEST AND WEST
 BW2550'ON STATE HIGHWAY 8 FOR 3.1 MILES TO A GRAVELED ROAD LEADING
 BW2550'RIGHT, TURN RIGHT AND FOLLOW WINDING GRAVEL ROAD FOR 2.85 MILES
 BW2550'TO A FORK, TAKE LEFT FORK AND GO ABOUT 100 YARDS TO THE TOP
 BW2550'OF THE HILL AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1746 ***********************************************************************
 BW1746  DESIGNATION -  WEBB AZ
 BW1746  PID         -  BW1746
 BW1746  STATE/COUNTY-  LA/CATAHOULA
 BW1746  USGS QUAD   -  AIMWELL (1984)
 BW1746
 BW1746                         *CURRENT SURVEY CONTROL
 BW1746  ___________________________________________________________________
 BW1746* NAD 83(1986)-  31 45 46.     (N)    091 53 42.     (W)     SCALED    
 BW1746* NAVD 88     -        75.28   (+/-2cm)     247.0    (feet)  VERTCON   
 BW1746  ___________________________________________________________________
 BW1746  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BW1746
 BW1746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1746
 BW1746.The horizontal coordinates were scaled from a topographic map and have
 BW1746.an estimated accuracy of +/- 6 seconds.
 BW1746
 BW1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1746.The vertical order pertains to the NGVD 29 superseded value.
 BW1746
 BW1746.The geoid height was determined by GEOID03.
 BW1746
 BW1746;                    North         East    Units  Estimated Accuracy
 BW1746;SPC LA N     -   140,170.    1,057,310.      MT  (+/- 180 meters Scaled)
 BW1746
 BW1746                          SUPERSEDED SURVEY CONTROL
 BW1746
 BW1746  NGVD 29 (??/??/92)   75.281  (m)          246.98   (f) ADJ UNCH    2 0
 BW1746
 BW1746.Superseded values are not recommended for survey control.
 BW1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1746.See file dsdata.txt to determine how the superseded data were derived.
 BW1746
 BW1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR046146(NAD 83)
 BW1746_MARKER: DZ = AZIMUTH MARK DISK
 BW1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1746_STAMPING: WEBB 1941
 BW1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1746+STABILITY: SURFACE MOTION
 BW1746
 BW1746  HISTORY     - Date     Condition        Report By
 BW1746  HISTORY     - 1941     MONUMENTED       CGS
 BW1746  HISTORY     - 1950     GOOD             NGS
 BW1746
 BW1746                          STATION DESCRIPTION
 BW1746
 BW1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW1746'6.7 MI W FROM HARRISONBURG.
 BW1746'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1746'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD, THENCE
 BW1746'2.7 MILES SOUTHWEST ALONG A WINDING DIRT ROAD.  AT A ROAD
 BW1746'INTERSECTION, 104 FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST
 BW1746'ROAD, 65 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 BW1746'NORTHEAST, 51 FEET EAST OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 23
 BW1746'FEET SOUTH OF A 20 INCH TRIANGULAR BLAZED OAK TREE, 5 FEET EAST OF A
 BW1746'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 BW1746'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1749 ***********************************************************************
 BW1749  DESIGNATION -  WEBB RM 2
 BW1749  PID         -  BW1749
 BW1749  STATE/COUNTY-  LA/CATAHOULA
 BW1749  USGS QUAD   -  AIMWELL (1984)
 BW1749
 BW1749                         *CURRENT SURVEY CONTROL
 BW1749  ___________________________________________________________________
 BW1749* NAD 83(1986)-  31 45 46.     (N)    091 53 41.     (W)     SCALED    
 BW1749* NAVD 88     -        77.54   (+/-2cm)     254.4    (feet)  VERTCON   
 BW1749  ___________________________________________________________________
 BW1749  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BW1749
 BW1749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1749
 BW1749.The horizontal coordinates were scaled from a topographic map and have
 BW1749.an estimated accuracy of +/- 6 seconds.
 BW1749
 BW1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1749.The vertical order pertains to the NGVD 29 superseded value.
 BW1749
 BW1749.The geoid height was determined by GEOID03.
 BW1749
 BW1749;                    North         East    Units  Estimated Accuracy
 BW1749;SPC LA N     -   140,170.    1,057,340.      MT  (+/- 180 meters Scaled)
 BW1749
 BW1749                          SUPERSEDED SURVEY CONTROL
 BW1749
 BW1749  NGVD 29 (??/??/92)   77.539  (m)          254.39   (f) ADJ UNCH    2 0
 BW1749
 BW1749.Superseded values are not recommended for survey control.
 BW1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1749.See file dsdata.txt to determine how the superseded data were derived.
 BW1749
 BW1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR046146(NAD 83)
 BW1749_MARKER: DR = REFERENCE MARK DISK
 BW1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1749_STAMPING: WEBB NO 2 1941
 BW1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1749+STABILITY: SURFACE MOTION
 BW1749
 BW1749  HISTORY     - Date     Condition        Report By
 BW1749  HISTORY     - 1941     MONUMENTED       CGS
 BW1749  HISTORY     - 1950     GOOD             NGS
 BW1749
 BW1749                          STATION DESCRIPTION
 BW1749
 BW1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW1749'6.8 MI W FROM HARRISONBURG.
 BW1749'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1749'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD, THENCE
 BW1749'2.8 MILES SOUTHWEST ALONG A WINDING DIRT ROAD.  0.1 MILE SOUTHWEST OF
 BW1749'A ROAD INTERSECTION, 78.7 FEET WEST OF TRIANGULATION STATION WEBB
 BW1749'1941, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 35 FEET
 BW1749'SOUTHWEST OF A 12 INCH TRIANGULAR BLAZED OAK TREE, 14 FEET SOUTH OF AN
 BW1749'8 INCH TRIANGULAR BLAZED PINE TREE, SET IN THE TOP OF A CONCRETE POST
 BW1749'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3144 ***********************************************************************
 CP3144  DESIGNATION -  WEEDS
 CP3144  PID         -  CP3144
 CP3144  STATE/COUNTY-  LA/MOREHOUSE
 CP3144  USGS QUAD   -  TWIN OAKS (1988)
 CP3144
 CP3144                         *CURRENT SURVEY CONTROL
 CP3144  ___________________________________________________________________
 CP3144* NAD 83(1992)-  32 54 07.90113(N)    091 45 20.20187(W)     ADJUSTED  
 CP3144* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 CP3144  ___________________________________________________________________
 CP3144  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CP3144  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CP3144
 CP3144  HORZ ORDER  -  SECOND
 CP3144
 CP3144.The horizontal coordinates were established by classical geodetic methods
 CP3144.and adjusted by the National Geodetic Survey in September 1999..
 CP3144
 CP3144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3144
 CP3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3144
 CP3144.The geoid height was determined by GEOID03.
 CP3144
 CP3144;                    North         East     Units Scale Factor Converg.
 CP3144;SPC LA N     -   266,597.106 1,069,645.921   MT  1.00006219   +0 23 36.8
 CP3144;SPC LA N     -   874,660.67  3,509,329.99   sFT  1.00006219   +0 23 36.8
 CP3144;UTM  15      - 3,641,130.891   616,377.444   MT  0.99976700   +0 40 33.7
 CP3144
 CP3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3144!SPC LA N     -   0.99999912  x   1.00006219  =   1.00006131
 CP3144!UTM  15      -   0.99999912  x   0.99976700  =   0.99976612
 CP3144
 CP3144|---------------------------------------------------------------------|
 CP3144| PID    Reference Object                     Distance      Geod. Az  |
 CP3144|                                                           dddmmss.s |
 CP3144| CY5838 WEEDS RM 1                                         01422     |
 CP3144| CY5837 WEEDS AZ MK 2                                      0491200.1 |
 CP3144| CY5836 WEEDS AZ MK                                        2673643.5 |
 CP3144| CY5839 WEEDS RM 2                           10.440 METERS 29312     |
 CP3144| CP3145 WEEDS LADH A PT 1970                 15.617 METERS 32313     |
 CP3144|---------------------------------------------------------------------|
 CP3144
 CP3144                          SUPERSEDED SURVEY CONTROL
 CP3144
 CP3144  NAD 83(1992)-  32 54 07.90373(N)    091 45 20.20005(W) AD(       ) 2
 CP3144  NAD 83(1986)-  32 54 07.91404(N)    091 45 20.19473(W) AD(       ) 2
 CP3144  NAD 27      -  32 54 07.44537(N)    091 45 19.74262(W) AD(       ) 2
 CP3144  NGVD 29 (07/19/86)   31.6    (m)          104.     (f) VERT ANG       
 CP3144
 CP3144.Superseded values are not recommended for survey control.
 CP3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3144.See file dsdata.txt to determine how the superseded data were derived.
 CP3144
 CP3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1637741131(NAD 83)
 CP3144_MARKER: DD = SURVEY DISK
 CP3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3144
 CP3144  HISTORY     - Date     Condition        Report By
 CP3144  HISTORY     - 1970     MONUMENTED       LADTD
 CP3144
 CP3144                          STATION DESCRIPTION
 CP3144
 CP3144'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP3144'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF BONITA
 CP3144'AND ABOUT 8-1/2 MILES NORTH OF MER ROUGE IN THE SOUTHEAST
 CP3144'QUARTER OF SECTION 9, T22N, R7E AND ON THE PROPERTY OF THE
 CP3144'LOUISIANA DEPARTMENT OF HIGHWAYS.
 CP3144'
 CP3144'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BONITA ON
 CP3144'STATE HIGHWAY 140, DRIVE NORTHWEST ALONG STATE HIGHWAY 140 FOR
 CP3144'2.5 MILES TO THE JUNCTION WITH STATE HIGHWAY 833, THENCE
 CP3144'SOUTHWEST ALONG STATE HIGHWAY 140 FOR 2.9 MILES TO THE MARK
 CP3144'WHICH IS ON THE LEFT AND SOUTH OF STATE HIGHWAY 140 IN THE EAST
 CP3144'QUADRANT OF THE JUNCTION WITH A GRAVEL ROAD.  A LARGE 2 STORY
 CP3144'BUILDING IS LOCATED ACROSS THE HIGHWAY SOUTHWEST OF THE
 CP3144'STATION.
 CP3144'
 CP3144'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG
 CP3144'STATE HIGHWAY 140 FOR 0.35 MILE TO THE JUNCTION WITH STATE
 CP3144'HIGHWAY 599.  THE MARK IS IN THE SOUTHWEST QUADRANT NEAR A
 CP3144'HIGHWAY RIGHT-OF-WAY MARKER.
 CP3144'
 CP3144'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTHEAST
 CP3144'ALONG STATE HIGHWAY 140 FOR 0.5 MILE TO THE MARK WHICH IS ON
 CP3144'THE RIGHT AND EAST OF THE HIGHWAY NEAR A POWER POLE AND FENCE.
 CP3144'
 CP3144'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3144'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3144'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  THE
 CP3144'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3144'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 CP3144'STAMPED WEEDS 1970.  IT IS 72 FEET SOUTH-SOUTHEAST OF THE CENTER
 CP3144'OF STATE HIGHWAY 140, 48 FEET NORTH OF THE CENTER OF A GRAVEL
 CP3144'ROAD, 61 FEET SOUTH OF A POWER POLE, 38.5 FEET EAST OF A
 CP3144'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 23 FEET SOUTH-SOUTHWEST OF
 CP3144'A POWER POLE AND 2.5 FEET EAST OF A METAL WITNESS POST.
 CP3144'
 CP3144'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3144'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP3144'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS STAMPED
 CP3144'WEEDS RM 1 1970.  IT IS 77.5 FEET NORTHEAST OF A CONCRETE
 CP3144'HIGHWAY RIGHT-OF-WAY MARKER, 60 FEET NORTHEAST OF THE METAL
 CP3144'WITNESS POST AT THE STATION, 44 FEET NORTH OF A POWER POLE, 29
 CP3144'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 140 AND 4 FEET
 CP3144'WEST-NORTHWEST OF A POWER POLE.
 CP3144'
 CP3144'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3144'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3144'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP3144'IS STAMPED WEEDS RM 2 1970.  IT IS 67 FEET SOUTH-SOUTHWEST OF A
 CP3144'POWER POLE, 49 FEET WEST OF ANOTHER POWER POLE, 49 FEET NORTH
 CP3144'OF THE CENTER OF A GRAVEL ROAD AND 11 FEET NORTH-NORTHEAST OF A
 CP3144'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 CP3144'
 CP3144'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3144'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3144'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP3144'IS STAMPED WEEDS AZ MK 1970.  IT IS 58 FEET WEST OF THE CENTER OF
 CP3144'STATE HIGHWAY 599, 31 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 CP3144'140, 27 FEET SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT,
 CP3144'8 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER AND 1.5
 CP3144'FEET SOUTH OF A METAL WITNESS POST.
 CP3144'
 CP3144'AZIMUTH MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP3144'AND U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12
 CP3144'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 CP3144'IS STAMPED WEEDS AZ MK 2 1970.  IT IS 51 FEET SOUTH OF POWER POLE
 CP3144'NO. 7, 33 FEET EAST OF THE CENTER OF STATE HIGHWAY 140, 2 FEET
 CP3144'WEST OF A FENCE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 CP3144'
 CP3144'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1797 ***********************************************************************
 AU1797  DESIGNATION -  WEEKS 2
 AU1797  PID         -  AU1797
 AU1797  STATE/COUNTY-  LA/IBERIA
 AU1797  USGS QUAD   -  WEEKS (1994)
 AU1797
 AU1797                         *CURRENT SURVEY CONTROL
 AU1797  ___________________________________________________________________
 AU1797* NAD 83(1992)-  29 48 24.67722(N)    091 48 24.92567(W)     ADJUSTED  
 AU1797* NAVD 88     -        40.54   (+/-2cm)     133.0  **(feet)  VERTCON   
 AU1797  **This station is located in a subsidence area (see below).
 AU1797  ___________________________________________________________________
 AU1797  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AU1797  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AU1797
 AU1797  HORZ ORDER  -  FIRST
 AU1797  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1797
 AU1797.The horizontal coordinates were established by classical geodetic methods
 AU1797.and adjusted by the National Geodetic Survey in January 1993..
 AU1797
 AU1797 ** The orthometric height has not been validated since last determined
 AU1797 ** by differential leveling and should not be used for control purposes.
 AU1797 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1797 ** area with valid NAVD 88 orthometric heights.
 AU1797 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1797 ** epoch indicated which incorporates improved geoid heights for the
 AU1797 ** Southern Louisiana Subsidence area.
 AU1797 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1797.The vertical order pertains to the NGVD 29 superseded value.
 AU1797
 AU1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1797
 AU1797.The geoid height was determined by GEOID03.
 AU1797
 AU1797;                    North         East     Units Scale Factor Converg.
 AU1797;SPC LA S     -   144,952.260   954,220.060   MT  0.99993144   -0 14 12.5
 AU1797;SPC LA S     -   475,564.21  3,130,636.98   sFT  0.99993144   -0 14 12.5
 AU1797;UTM  15      - 3,297,980.363   615,295.859   MT  0.99976401   +0 35 35.2
 AU1797
 AU1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1797!SPC LA S     -   0.99999775  x   0.99993144  =   0.99992919
 AU1797!UTM  15      -   0.99999775  x   0.99976401  =   0.99976176
 AU1797
 AU1797:                Primary Azimuth Mark                     Grid Az
 AU1797:SPC LA S     -  NEW IBERIA TECHE RICE CO TANK            001 42 33.5
 AU1797:UTM  15      -  NEW IBERIA TECHE RICE CO TANK            000 52 45.8
 AU1797
 AU1797|---------------------------------------------------------------------|
 AU1797| PID    Reference Object                     Distance      Geod. Az  |
 AU1797|                                                           dddmmss.s |
 AU1797| AU2591 NEW IBERIA TECHE RICE CO TANK       APPROX.21.3 KM 0012821.0 |
 AU1797| AU2592 NEW IBERIA BOLDT PAPER CO STK       APPROX.21.1 KM 0014321.3 |
 AU1797| AU2532 JEANERETTE ST PETERS CATH CH        APPROX.17.9 KM 0473151.0 |
 AU1797| AU2538 JEANERETTE SAW MILL TK              APPROX.18.2 KM 0481440.7 |
 AU1797| AU2533 JEANERETTE MUNICIPAL TANK           APPROX.18.1 KM 0493345.1 |
 AU1797| AU2615 CYPREMORT CHURCH                    APPROX. 5.0 KM 1351339.8 |
 AU1797| AU2617 CYPREMORT PLANTATION STK            APPROX. 4.8 KM 1373427.5 |
 AU1797| AU2590 STEEL OIL DERRICK                   APPROX.16.2 KM 2201740.9 |
 AU1797| AU1796 WEEKS 2 RM 1                         30.788 METERS 23016     |
 AU1797| AU2624 WEEKS IS MYLES SALT WKS TK          240.565 METERS 24602     |
 AU1797| CV8705 AVERY AZ MK                                        2500613.4 |
 AU1797| AU2623 WEEKS ISLAND MORTON SALT STACK      497.123 METERS 2563734.3 |
 AU1797| AU2628 CHAMPLAIN RM 3                      APPROX.16.9 KM 2663040.5 |
 AU1797| AU2616 CLUB HOUSE CHIMNEY                  APPROX. 2.8 KM 3015839.2 |
 AU1797| AU2630 AVERY ISLAND SALT WORKS TANK        APPROX.13.9 KM 3142603.8 |
 AU1797| AU1798 WEEKS 2 RM 2                         35.055 METERS 33032     |
 AU1797| CV9515 WEEKS 2 RM 3                         20.055 METERS 33211     |
 AU1797| BJ5136 NEW IBERIA ST PETERS CATH CH        APPROX.22.0 KM 3565504.7 |
 AU1797| AU2622 WEEKS ISLAND MICROWAVE              APPROX. 1.8 KM 3580309.1 |
 AU1797|---------------------------------------------------------------------|
 AU1797
 AU1797                          SUPERSEDED SURVEY CONTROL
 AU1797
 AU1797  NAD 83(1986)-  29 48 24.69830(N)    091 48 24.91910(W) AD(       ) 1
 AU1797  NAD 27      -  29 48 23.95000(N)    091 48 24.48800(W) AD(       ) 1
 AU1797  NGVD 29 (??/??/??)   40.567  (m)          133.09   (f) ADJUSTED    1 2
 AU1797
 AU1797.Superseded values are not recommended for survey control.
 AU1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1797.See file dsdata.txt to determine how the superseded data were derived.
 AU1797
 AU1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1529697980(NAD 83)
 AU1797_MARKER: DS = TRIANGULATION STATION DISK
 AU1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1797_STAMPING: WEEKS 2 1931
 AU1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1797+STABILITY: SURFACE MOTION
 AU1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU1797+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1999
 AU1797
 AU1797  HISTORY     - Date     Condition        Report By
 AU1797  HISTORY     - 1931     MONUMENTED       CGS
 AU1797  HISTORY     - 1947     GOOD             BAKER
 AU1797  HISTORY     - 1947     GOOD             CGS
 AU1797  HISTORY     - 1948     GOOD             CGS
 AU1797  HISTORY     - 1955     GOOD             CGS
 AU1797  HISTORY     - 1955     GOOD             CGS
 AU1797  HISTORY     - 1968     GOOD             CGS
 AU1797  HISTORY     - 1974     GOOD             NGS
 AU1797  HISTORY     - 1974     GOOD             NGS
 AU1797  HISTORY     - 1976     GOOD             CONOCO
 AU1797  HISTORY     - 19990125 GOOD             JCLS
 AU1797
 AU1797                          STATION DESCRIPTION
 AU1797
 AU1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AU1797'STATION IS ABOUT 10 MILES SW OF JEANERETTE, ON WEEKS ISLAND
 AU1797'ON A WOODED KNOLL ON LAND OWNED BY THE MYLES SALT COMPANY,
 AU1797'ABOUT 1 MILE SW OF THE HIGHEST POINT ON THE ISLAND, 116 FEET E
 AU1797'OF THE CENTER LINE OF THE MAIN ROAD GOING UP THE HILL IN A CUT,
 AU1797'60.6 FEET N OF THE HOUSE OF JIM LE BLANC, 28 FEET E OF THE
 AU1797'LANE TO HIS HOUSE, AND 14 FEET W OF AN OVERGROWN DITCH.  THE
 AU1797'UPPER MARK IS 5 INCHES ABOVE THE SURFACE.
 AU1797'
 AU1797'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AU1797'DISKS SET IN CONCRETE.
 AU1797'
 AU1797'REFERENCE MARK NO. 1 IS 6 INCHES ABOVE THE SURFACE, 78 FEET
 AU1797'E OF THE CENTER LINE OF THE MAIN ROAD IN THE CUT, 82.3 FEET
 AU1797'W OF LE BLANCS HOUSE, 35.5 FEET N OF A 2-1/2 FOOT LIVE OAK
 AU1797'TREE, 6 FEET E OF A DITCH AND 101.22 FEET (30.85 METERS) FROM
 AU1797'THE STATION S 50 DEG 13 MIN W.
 AU1797'
 AU1797'REFERENCE MARK NO. 2 IS 8 INCHES ABOVE THE SURFACE, 175 FEET
 AU1797'NW OF LE BLANCS HOUSE, 15 FEET W OF THE LANE TO HIS HOUSE,
 AU1797'40 FEET S OF A 3-FOOT LIVE OAK TREE, 25 FEET E OF THE ROAD
 AU1797'IN THE CUT AND 115.01 FEET (35.05 METERS) FROM THE STATION
 AU1797'N 29 DEG 28 MIN W.
 AU1797'
 AU1797'THE WATER TANK BELONGING TO THE MYLES SALT COMPANY, A 90-FOOT
 AU1797'BLACK STEEL CYLINDRICAL TANK WITH A SMALL BALL ON THE PEAK
 AU1797'OF THE CONICAL COVER, IS ABOUT 1/4 MILE NW OF THE SALT WORKS
 AU1797'ON THE CREST OF A KNOLL OVERLOOKING VERMILION BAY, ABOUT 50
 AU1797'FEET S OF A SMALLER WOODEN TANK, AND APPROXIMATELY 750 FEET
 AU1797'(230 METERS) FROM THE STATION S 66 DEG 02 MIN W.
 AU1797'
 AU1797'THE AZIMUTH MARK FOR STATION AVERY, PROBABLY A STANDARD BRONZE
 AU1797'DISK SET IN CONCRETE FLUSH WITH THE SURFACE OF THE GROUND,
 AU1797'IS ON THE KNOLL OVERLOOKING THE BAY ABOUT 1/4 MILE NW OF THE
 AU1797'SALT WORKS, 56.6 FEET NW OF THE CENTER OF THE STEM OF THE STEEL
 AU1797'TANK, 37.3 FEET SW OF THE STEM OF A WOODEN TANK, 21.2 FEET
 AU1797'NE OF A FRAME HOUSE, AND APPROXIMATELY 750 FEET (230 METERS)
 AU1797'FROM THE STATION S 70 DEG 06 MIN W.  A 3-INCH
 AU1797'CAPPED PIPE BENCH MARK, MARKED TW NO. 13.  EL 121.728.  FT
 AU1797'195, IS 21.85 FEET (6.66 METERS) NW OF THE STATION.
 AU1797
 AU1797                          STATION RECOVERY (1947)
 AU1797
 AU1797'RECOVERY NOTE BY M BAKER JR INCORPORATED 1947 (DAH)
 AU1797'STATION AND REFERENCE MONUMENTS RECOVERED AS DESCRIBED AND
 AU1797'IN GOOD CONDITION.
 AU1797
 AU1797                          STATION RECOVERY (1947)
 AU1797
 AU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AU1797'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 AU1797'MARKS 1 AND 2 RECOVERED IN GOOD CONDITION AND DISTANCES TO
 AU1797'STATION CHECKED AND FOUND CORRECT.
 AU1797
 AU1797                          STATION RECOVERY (1948)
 AU1797
 AU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AU1797'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AU1797'
 AU1797'THE DESCRIPTION IS ADEQUATE BUT THE AZIMUTH FROM THE STATION
 AU1797'TO THE MYLES SALT CO. WATER TANK IS NOT CORRECT SINCE THE
 AU1797'TANK HAS BEEN MOVED.
 AU1797'
 AU1797'THE AZIMUTH MARK FOR STATION AVERY WAS RECOVERED IN GOOD
 AU1797'CONDITION.  CHANGE THE DESCRIPTION TO READ AS FOLLOWS--A
 AU1797'STANDARD BRONZE DISK STAMPED AZIMUTH FROM AVERY 1931 AND 3
 AU1797'INCHES BELOW GROUND.  THE MARK IS 34.5 FEET SW OF THE LOW
 AU1797'WATER TANK, 67.9 FEET NW OF THE HIGHER WATER TANK, 19.5 FEET
 AU1797'NE OF THE NE CORNER OF A PORCH ON FRAME HOUSE, AND 6.3 FEET E
 AU1797'OF A BUSH NEAR THE PORCH.
 AU1797
 AU1797                          STATION RECOVERY (1955)
 AU1797
 AU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU1797'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 AU1797'COMPLETE NEW DESCRIPTION FOLLOWS--
 AU1797'
 AU1797'FROM THE POST OFFICE AT WEEKS ISLAND, GO E ON THE MAIN ROAD
 AU1797'FOR 0.1 MI. TO AN INTERSECTION.  GO NE (LEFT) FOR 0.2 MI. TO
 AU1797'AN INTERSECTION.  TURN EXTREME RIGHT ONTO A LANE LEADING
 AU1797'UPHILL.  STATION IS IN THE YARD OF THE FIRST HOUSE ON THE LEFT,
 AU1797'APPROXIMATELY 300 FT. S OF THE INTERSECTION, 60.6 FT. NW OF
 AU1797'THE HOUSE, 17 FT. SW OF AN OVERGROWN DITCH, AND 77 FT. NE OF
 AU1797'THE CENTERLINE OF THE LANE.  A STANDARD DISK, STAMPED WEEKS
 AU1797'2 1931 AND SET IN THE TOP OF A 10- BY 10-IN. CONCRETE MONUMENT
 AU1797'PROJECTING 5 IN.
 AU1797'
 AU1797'REFERENCE MARK 1 IS 82.3 FT. SW OF THE NW CORNER OF THE HOUSE,
 AU1797'82 FT. SE OF THE MAIN ROAD (IN A CUT), 34 FT. NW OF A 2-1/2-FT.
 AU1797'LIVE OAK TREE, 19.5 FT. SW OF THE LANE, 1 FT. NW OF A 4- BY 4-IN.
 AU1797'WOODEN WITNESS POST MARKED USBM, AND 101.22 FT. (30.85 M.)
 AU1797'FROM THE STATION S 50 DEG 13 MIN W (ACCORDING TO THE
 AU1797'ORIGINAL DESCRIPTION).  A STANDARD DISK, STAMPED WEEKS 2 1931
 AU1797'NO 1 AND SET IN THE TOP OF A 10- BY 10-IN. CONCRETE MONUMENT
 AU1797'PROJECTING 3 IN.
 AU1797'
 AU1797'REFERENCE MARK 2 IS 11 FT. W OF THE CENTERLINE OF THE LANE
 AU1797'AT A BEND, 40 FT. SW OF A 36-IN. RED OAK TREE, 175 FT. NW
 AU1797'OF THE HOUSE, 25 FT. SE OF THE CENTERLINE OF THE MAIN ROAD IN
 AU1797'THE CUT, AND 115.01 FT. (35.05 M.) FROM THE STATION N 29 DEG
 AU1797'28 MIN W. A STANDARD DISK, STAMPED WEEKS 2 1931 NO 2
 AU1797'AND SET IN THE TOP OF A 10- BY 10-IN. CONCRETE MONUMENT
 AU1797'PROJECTING 6 IN.
 AU1797
 AU1797                          STATION RECOVERY (1955)
 AU1797
 AU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 AU1797'0.4 MI. NE ALONG A WINDING ROAD FROM THE MORTON SALT COMPANY
 AU1797'MINE AT WEEKS ISLAND, 70 FT. N OF THE W CORNER OF A HOUSE, 11 FT.
 AU1797'S OF A TELEPHONE POLE, 48 FT. NE OF A 20-IN. OAK TREE, A
 AU1797'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 AU1797'PROJECTING 0.4 FT. ABOVE THE GROUND, AND STAMPED WEEKS 2 1931.
 AU1797'
 AU1797'REFERENCE MARK 1 IS 101.2 FT. SW OF THE TRIANGULATION STATION,
 AU1797'84 FT. SE OF THE CENTERLINE OF A ROAD, 91 FT. NE OF THE N
 AU1797'CORNER OF A DOCTORS OFFICE, 82 FT. W OF THE NW CORNER OF A
 AU1797'HOUSE, 17 FT. SE OF A 16-IN. OAK TREE, 21 FT. SW OF THE
 AU1797'CENTERLINE OF A DIRT ROAD, 2 FT. NW OF A WITNESS POST, A
 AU1797'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 AU1797'PROJECTING 0.3 FT. ABOVE THE GROUND, AND STAMPED WEEKS 2 NO 1
 AU1797'1931.
 AU1797'
 AU1797'REFERENCE MARK 2 IS 115.0 FT. NW OF THE TRIANGULATION STATION,
 AU1797'11 FT. W OF THE CENTERLINE OF A ROAD, A REFERENCE-MARK DISK,
 AU1797'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE
 AU1797'THE GROUND, AND STAMPED WEEKS 2 NO 2 1931.
 AU1797
 AU1797                          STATION RECOVERY (1968)
 AU1797
 AU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (MJM)
 AU1797'THIS STATION WAS VISITED ON 9/30/68 AND THE STATION MARK AND
 AU1797'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  A NEW
 AU1797'DESCRIPTION FOLLOWS--
 AU1797'
 AU1797'THE STATION IS LOCATED ON WEEKS ISLAND 11.2 MILES SOUTHWEST
 AU1797'OF JEANERETTE AND 13.5 MILES SOUTH-SOUTHWEST OF NEW IBERIA ON
 AU1797'PROPERTY OWNED BY THE MORTON SALT COMPANY.  IT IS 11.0 FEET
 AU1797'SOUTH OF A TELEPHONE POLE AND 48 FEET NORTHEAST OF A 20 INCH
 AU1797'OAK TREE.  A STEEL WITNESS POST IS SET 1.5 FEET NORTH OF THE
 AU1797'MARK.
 AU1797'
 AU1797'IT IS A STANDARD TRIANGULATION DISC STAMPED WEEKS 2 1931
 AU1797'PROJECTING 5 INCHES.
 AU1797'
 AU1797'REFERENCE MARK NO. 1 IS 101.2 FEET SOUTHWEST OF THE STATION.
 AU1797'IT IS 84 FEET SOUTHEAST OF THE CENTERLINE OF A SHELL ROAD,
 AU1797'17 FEET SOUTHEAST OF A 16 INCH OAK TREE, 21 FEET SOUTHWEST
 AU1797'OF THE CENTERLINE OF A DIRT ROAD AND 2.0 FEET NORTHWEST OF A
 AU1797'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISC STAMPED
 AU1797'WEEKS 2 1931 NO. 1 PROJECTING 4 INCHES.
 AU1797'
 AU1797'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 AU1797'ROAD ALONG WHICH IT WAS LOCATED HAS BEEN WIDENED AND THE MARK
 AU1797'HAS APPARENTLY BEEN DESTROYED.
 AU1797'
 AU1797'TO REACH THIS STATION FROM THE MORTON SALT COMPANY MINE ON
 AU1797'WEEKS ISLAND TRAVEL ABOUT 0.15 MILE EAST ALONG WEEKS DRIVE
 AU1797'TO THE INTERSECTION OF WEEKS DRIVE AND OAKS DRIVE.  THENCE
 AU1797'ABOUT 0.15 MILE NORTH ALONG OAK DRIVE TO THE MARK ON THE RIGHT.
 AU1797'
 AU1797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.2 MILES
 AU1797'SOUTHWEST
 AU1797
 AU1797                          STATION RECOVERY (1974)
 AU1797
 AU1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU1797'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 AU1797'CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR AND WAS NOT
 AU1797'RECOVERED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 AU1797'A DIFFERENCE OF .063 METERS SHORTER WAS NOTED IN THE 1931 DISTANCE
 AU1797'TO REFERENCE MARK 1 AND WAS CHECKED IN THE FIELD.  FOLLOWING
 AU1797'IS A COMPLETE AND NEW DESCRIPTION.
 AU1797'
 AU1797'THE STATION IS LOCATED ON WEEKS ISLAND, ON A WOODED KNOLL,
 AU1797'ABOUT 10 MILES SOUTHWEST OF JEANERETTE, 7-1/2 MILES SOUTH OF
 AU1797'LYDIA, 1 MILE SOUTHWEST OF THE HIGHEST POINT OF THE ISLAND
 AU1797'AND ON PROPERTY OF THE MORTON SALT COMPANY.  THEIR PHONE NUMBER
 AU1797'IS (318) 867-4241.
 AU1797'
 AU1797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85
 AU1797'AND 83 IN LYDIA, GO SOUTH ON STATE HIGHWAY 83 FOR 7.9 MILES
 AU1797'TO A FORK.  BEAR RIGHT AND GO IN A WESTERLY DIRECTION ON A
 AU1797'PAVED ROAD FOR 1.0 MILE TO THE ENTRANCE TO THE MORTON SALT
 AU1797'COMPANY.  TURN RIGHT, GO NORTH ON A GRAVELED ROAD FOR 0.05
 AU1797'MILE TO A FENCE AND A GATE.  PASS THROUGH THE GATE AND CONTINUE
 AU1797'IN A NORTHERLY DIRECTION ON THE GRAVELED ROAD FOR 0.15 MILE
 AU1797'TO A SIDE ROAD RIGHT.  TURN RIGHT, GO EAST AND NORTHEAST ON
 AU1797'A DIM TRACK ROAD FOR 0.15 MILE TO THE TOP OF THE HILL AND THE
 AU1797'STATION.
 AU1797'
 AU1797'STATION MARKS ARE STANDARD DISKS STAMPED WEEKS 2 1931.  THE
 AU1797'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AU1797'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 AU1797'IT IS 47 FEET NORTHWEST OF A 30-INCH TREE, 39 FEET SOUTHEAST OF
 AU1797'AN 18-INCH TREE, 17 FEET WEST OF A TRIANGULAR BLAZED TREE
 AU1797'AND 3 FEET NORTHEAST OF A METAL WITNESS POST.  THE 1931
 AU1797'DESCRIPTION STATED THAT AN UNDERGROUND MARK WAS SET.
 AU1797'
 AU1797'REFERENCE MARK 1, A STANDARD DISK STAMPED WEEKS 2 NO 1 1931,
 AU1797'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AU1797'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 16.5 FEET
 AU1797'WEST OF A 36-INCH TREE, 1.7 FEET NORTHWEST OF A METAL WITNESS
 AU1797'POST AND ABOUT 5 FEET LOWER THAN THE STATION.
 AU1797'
 AU1797'REFERENCE MARK 3, A STANDARD DISK STAMPED WEEKS 2 NO 3 1931
 AU1797'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AU1797'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 AU1797'IT IS 70 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 AU1797'10 FEET SOUTHWEST OF A 36-INCH TREE AND 1 FOOT NORTHEAST OF
 AU1797'A METAL WITNESS POST.
 AU1797'
 AU1797'NO MEASUREMENT BETWEEN THE R.M. S, DUE TO TREES AND BRUSH ON
 AU1797'LINE.
 AU1797'
 AU1797'A SUITABLE PLACE COULD NOT BE FOUND FOR AN AZIMUTH MARK AT
 AU1797'THIS TIME.
 AU1797'
 AU1797'HEIGHT OF LIGHT ABOVE STATION MARK 73.2 FEET.
 AU1797'
 AU1797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON WEEKS
 AU1797'ISLAND.
 AU1797
 AU1797                          STATION RECOVERY (1974)
 AU1797
 AU1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AU1797'0.4 MI NE FROM WEEKS ISLAND.
 AU1797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85 AND 83 IN
 AU1797'LYDIA, GO SOUTH ON STATE HIGHWAY 83 FOR 7.9 MILES TO A FORK.  BEAR
 AU1797'RIGHT AND GO IN A WESTERLY DIRECTION ON A PAVED ROAD FOR 1.0 MILE TO
 AU1797'THE ENTRANCE TO THE MORTON SALT COMPANY.  TURN RIGHT, GO NORTH ON A
 AU1797'GRAVELED ROAD FOR 0.05 MILE TO A FENCE AND A GATE.  PASS THROUGH THE
 AU1797'GATE AND CONTINUE IN A NORTHERLY DIRECTION ON THE GRAVELED ROAD FOR
 AU1797'0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, GO EAST AND NORTHEAST ON
 AU1797'A DIM TRACK ROAD FOR 0.15 MILE TO THE TOP OF THE HILL AND THE MARK. IT
 AU1797'IS 47 FEET NORTHWEST OF A 30-INCH TREE, 39 FEET SOUTHEAST OF AN
 AU1797'18-INCH TREE, 17 FEET WEST OF A TRIANGULAR BLAZED TREE AND 3 FEET
 AU1797'NORTHEAST OF A METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A
 AU1797'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 AU1797'GROUND SURFACE.
 AU1797
 AU1797                          STATION RECOVERY (1976)
 AU1797
 AU1797'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1976 (CJB)
 AU1797'WEEKS 2 1931 IN GOOD CONDITION.
 AU1797'R. M. NO. 1 IN GOOD CONDITION.
 AU1797'R. M. NO. 2 NOT SEARCHED FOR.
 AU1797'
 AU1797'ALL HOUSES HAVE NOW BEEN REMOVED FROM ISLAND BY MORTON SALT CO.
 AU1797'CONTACT MINE ENGINEER FOR PERMIT AND HELP IN LOCATING.  ISLAND HAS
 AU1797'GROWN BACK TO JUNGLE EXCEPT FOR MINE AREA.  MORTON SALT CO. RADIO
 AU1797'TOWER IS AT AZ OF 296 DEG 48 MIN (FROM S.) AND 125 FEET FROM
 AU1797'STATION.
 AU1797'
 AU1797'DISTANCE AND DIRECTION FROM NEAREST TOWN--ON WEEKS ISLAND SALT
 AU1797'DOME.
 AU1797
 AU1797                          STATION RECOVERY (1999)
 AU1797
 AU1797'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999 (RMJ)
 AU1797'PLEASE BE AWARE THAT THIS MONUMENT HAS SUBSIDED DRASTICALLY FROM ITS
 AU1797'PUBLISHED ELEVATION. RESULTS FROM GPS OBSERVATIONS PERFORMED IN
 AU1797'JANUARY 1999 SHOWED THE ELEVATION TO BE 123.65 FT. IN ADDITION,
 AU1797'DIFFERENTIAL LEVELING FROM STATION 23 V 32 PERFORMED IN FEBRUARY 1999
 AU1797'RESULTED IN AN ADJUSTED ELEVATION OF 123.74 FT AT WEEKS 2. AVERAGE
 AU1797'YEARLY RATE OF SUBSIDENCE IS CALCULATED TO BE 0.16 FT (EPOCH
 AU1797'1982-1999).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2618 ***********************************************************************
 AU2618  DESIGNATION -  WEEKS IS MORTON SALT CO TANK
 AU2618  PID         -  AU2618
 AU2618  STATE/COUNTY-  LA/IBERIA
 AU2618  USGS QUAD   -  WEEKS (1994)
 AU2618
 AU2618                         *CURRENT SURVEY CONTROL
 AU2618  ___________________________________________________________________
 AU2618* NAD 83(1992)-  29 48 21.36361(N)    091 48 33.14654(W)     ADJUSTED  
 AU2618* NAVD 88     -                                                        
 AU2618  **This station is located in a subsidence area (see below).
 AU2618  ___________________________________________________________________
 AU2618  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2618  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AU2618
 AU2618  HORZ ORDER  -  THIRD
 AU2618
 AU2618.The horizontal coordinates were established by classical geodetic methods
 AU2618.and adjusted by the National Geodetic Survey in January 1993..
 AU2618
 AU2618 ** The orthometric height has not been validated since last determined
 AU2618 ** by differential leveling and should not be used for control purposes.
 AU2618 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2618 ** area with valid NAVD 88 orthometric heights.
 AU2618 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2618 ** epoch indicated which incorporates improved geoid heights for the
 AU2618 ** Southern Louisiana Subsidence area.
 AU2618 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2618
 AU2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2618
 AU2618.The geoid height was determined by GEOID03.
 AU2618
 AU2618;                    North         East     Units Scale Factor Converg.
 AU2618;SPC LA S     -   144,851.152   953,998.894   MT  0.99993150   -0 14 16.6
 AU2618;SPC LA S     -   475,232.49  3,129,911.37   sFT  0.99993150   -0 14 16.6
 AU2618;UTM  15      - 3,297,876.079   615,076.218   MT  0.99976339   +0 35 31.1
 AU2618
 AU2618                          SUPERSEDED SURVEY CONTROL
 AU2618
 AU2618  NAD 83(1986)-  29 48 21.38466(N)    091 48 33.14010(W) AD(       ) 4
 AU2618  NAD 27      -  29 48 20.64700(N)    091 48 32.72700(W) AD(       ) 3
 AU2618
 AU2618.Superseded values are not recommended for survey control.
 AU2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2618.See file dsdata.txt to determine how the superseded data were derived.
 AU2618
 AU2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1507697876(NAD 83)
 AU2618_MARKER: 53 = ELEVATED TANK
 AU2618
 AU2618  HISTORY     - Date     Condition        Report By
 AU2618  HISTORY     - 1955     FIRST OBSERVED   CGS
 AU2618  HISTORY     - 19950430 MARK NOT FOUND   USPSQD
 AU2618
 AU2618                          STATION DESCRIPTION
 AU2618
 AU2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AU2618'THE STATION WHICH IS A CYLINDRICAL, SILVER-COLORED TANK,
 AU2618'SUPPORTED BY 4 LEGS, IS LOCATED AT THE MORTON SALT COMPANY
 AU2618'IN WEEKS ISLAND.  THE TANK IS APPROXIMATELY 1/4 MILE EAST
 AU2618'OF THE MAIN BUILDING OF THE COMPANY.
 AU2618
 AU2618                          STATION RECOVERY (1995)
 AU2618
 AU2618'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2624 ***********************************************************************
 AU2624  DESIGNATION -  WEEKS IS MYLES SALT WKS TK
 AU2624  PID         -  AU2624
 AU2624  STATE/COUNTY-  LA/IBERIA
 AU2624  USGS QUAD   -  WEEKS (1994)
 AU2624
 AU2624                         *CURRENT SURVEY CONTROL
 AU2624  ___________________________________________________________________
 AU2624* NAD 83(1992)-  29 48 21.50449(N)    091 48 33.11211(W)     ADJUSTED  
 AU2624* NAVD 88     -                                                        
 AU2624  **This station is located in a subsidence area (see below).
 AU2624  ___________________________________________________________________
 AU2624  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2624  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AU2624
 AU2624  HORZ ORDER  -  THIRD
 AU2624
 AU2624.The horizontal coordinates were established by classical geodetic methods
 AU2624.and adjusted by the National Geodetic Survey in January 1993..
 AU2624
 AU2624 ** The orthometric height has not been validated since last determined
 AU2624 ** by differential leveling and should not be used for control purposes.
 AU2624 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2624 ** area with valid NAVD 88 orthometric heights.
 AU2624 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2624 ** epoch indicated which incorporates improved geoid heights for the
 AU2624 ** Southern Louisiana Subsidence area.
 AU2624 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2624
 AU2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2624
 AU2624.The geoid height was determined by GEOID03.
 AU2624
 AU2624;                    North         East     Units Scale Factor Converg.
 AU2624;SPC LA S     -   144,855.485   953,999.836   MT  0.99993149   -0 14 16.6
 AU2624;SPC LA S     -   475,246.70  3,129,914.46   sFT  0.99993149   -0 14 16.6
 AU2624;UTM  15      - 3,297,880.425   615,077.098   MT  0.99976339   +0 35 31.1
 AU2624
 AU2624                          SUPERSEDED SURVEY CONTROL
 AU2624
 AU2624  NAD 83(1986)-  29 48 21.52559(N)    091 48 33.10552(W) AD(       ) 4
 AU2624  NAD 27      -  29 48 20.77799(N)    091 48 32.67133(W) AD(       ) 3
 AU2624
 AU2624.Superseded values are not recommended for survey control.
 AU2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2624.See file dsdata.txt to determine how the superseded data were derived.
 AU2624
 AU2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1507797880(NAD 83)
 AU2624
 AU2624  HISTORY     - Date     Condition        Report By
 AU2624  HISTORY     - UNK      MONUMENTED
 AU2624  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AU2624
 AU2624                          STATION DESCRIPTION
 AU2624
 AU2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DAH)
 AU2624'WATER TANK HAS BEEN MOVED DURING LAST FEW YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2622 ***********************************************************************
 AU2622  DESIGNATION -  WEEKS ISLAND MICROWAVE
 AU2622  PID         -  AU2622
 AU2622  STATE/COUNTY-  LA/IBERIA
 AU2622  USGS QUAD   -  WEEKS (1994)
 AU2622
 AU2622                         *CURRENT SURVEY CONTROL
 AU2622  ___________________________________________________________________
 AU2622* NAD 83(1992)-  29 49 21.71997(N)    091 48 27.15008(W)     ADJUSTED  
 AU2622* NAVD 88     -                                                        
 AU2622  **This station is located in a subsidence area (see below).
 AU2622  ___________________________________________________________________
 AU2622  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU2622  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AU2622
 AU2622  HORZ ORDER  -  THIRD
 AU2622
 AU2622.The horizontal coordinates were established by classical geodetic methods
 AU2622.and adjusted by the National Geodetic Survey in January 1993..
 AU2622
 AU2622 ** The orthometric height has not been validated since last determined
 AU2622 ** by differential leveling and should not be used for control purposes.
 AU2622 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2622 ** area with valid NAVD 88 orthometric heights.
 AU2622 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2622 ** epoch indicated which incorporates improved geoid heights for the
 AU2622 ** Southern Louisiana Subsidence area.
 AU2622 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2622
 AU2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2622
 AU2622.The geoid height was determined by GEOID03.
 AU2622
 AU2622;                    North         East     Units Scale Factor Converg.
 AU2622;SPC LA S     -   146,708.801   954,167.599   MT  0.99993055   -0 14 13.6
 AU2622;SPC LA S     -   481,327.12  3,130,464.86   sFT  0.99993055   -0 14 13.6
 AU2622;UTM  15      - 3,299,735.667   615,217.971   MT  0.99976379   +0 35 35.1
 AU2622
 AU2622                          SUPERSEDED SURVEY CONTROL
 AU2622
 AU2622  NAD 83(1986)-  29 49 21.74112(N)    091 48 27.14357(W) AD(       ) 4
 AU2622  NAD 27      -  29 49 20.99329(N)    091 48 26.71208(W) AD(       ) 3
 AU2622
 AU2622.Superseded values are not recommended for survey control.
 AU2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2622.See file dsdata.txt to determine how the superseded data were derived.
 AU2622
 AU2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1521899736(NAD 83)
 AU2622_MARKER: 44 = MICROWAVE MAST
 AU2622
 AU2622  HISTORY     - Date     Condition        Report By
 AU2622  HISTORY     - 1974     FIRST OBSERVED   NGS
 AU2622  HISTORY     - 19950430 GOOD             USPSQD
 AU2622
 AU2622                          STATION DESCRIPTION
 AU2622
 AU2622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU2622'THE STATION IS THE TOP CENTER OF THE WEEKS ISLAND, MICROWAVE
 AU2622'COMMUNICATION COMPANY, WGS 21 MAST, LOCATED ABOUT 1/2 MILE NORTH
 AU2622'OF THE MORTON SALT COMPANY PLANT AT WEEKS ISLAND AND IS OWNED BY
 AU2622'ALLIED TOWER RENTALS INC., BOX 1274, JENNINGS, LOUISIANA 70546,
 AU2622'PHONE 824-1529.  IT IS A TRIANGULAR STEEL STRUCTURE, GUYED,
 AU2622'LIGHTED, PAINTED ALTERNATELY RED AND WHITE, HAS 3 REFLECTORS ABOUT
 AU2622'40 FEET BELOW THE TOP, AND HAS AN OVERALL HEIGHT OF 520 FEET.
 AU2622'
 AU2622'TO REACH FROM WHERE STATE HIGHWAY 83 TURN BACK SOUTHEAST TOWARD
 AU2622'LOUISA, ON WEEKS ISLAND, AND A PAVED ROAD GOES WEST-NORTHWEST 1.0
 AU2622'MILE TO THE MORTON SALT COMPANY PLANT, GO NORTHERLY ON HIGHWAY 83
 AU2622'FOR 1.35 MILE TO A SHELL ROAD LEFT (THIS IS 0.15 MILE SOUTH OF
 AU2622'BRIDGE OVER BAYOU WAREHOUSE).  TURN LEFT AND GO WESTERLY 0.45 MILE
 AU2622'TO STATION.
 AU2622
 AU2622                          STATION RECOVERY (1995)
 AU2622
 AU2622'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2623 ***********************************************************************
 AU2623  DESIGNATION -  WEEKS ISLAND MORTON SALT STACK
 AU2623  PID         -  AU2623
 AU2623  STATE/COUNTY-  LA/IBERIA
 AU2623  USGS QUAD   -  WEEKS (1994)
 AU2623
 AU2623                         *CURRENT SURVEY CONTROL
 AU2623  ___________________________________________________________________
 AU2623* NAD 83(1992)-  29 48 20.94252(N)    091 48 42.93589(W)     ADJUSTED  
 AU2623* NAVD 88     -                                                        
 AU2623  **This station is located in a subsidence area (see below).
 AU2623  ___________________________________________________________________
 AU2623  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AU2623  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AU2623
 AU2623  HORZ ORDER  -  THIRD
 AU2623
 AU2623.The horizontal coordinates were established by classical geodetic methods
 AU2623.and adjusted by the National Geodetic Survey in January 1993..
 AU2623
 AU2623 ** The orthometric height has not been validated since last determined
 AU2623 ** by differential leveling and should not be used for control purposes.
 AU2623 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2623 ** area with valid NAVD 88 orthometric heights.
 AU2623 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2623 ** epoch indicated which incorporates improved geoid heights for the
 AU2623 ** Southern Louisiana Subsidence area.
 AU2623 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2623
 AU2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2623
 AU2623.The geoid height was determined by GEOID03.
 AU2623
 AU2623;                    North         East     Units Scale Factor Converg.
 AU2623;SPC LA S     -   144,839.281   953,735.979   MT  0.99993150   -0 14 21.5
 AU2623;SPC LA S     -   475,193.54  3,129,048.79   sFT  0.99993150   -0 14 21.5
 AU2623;UTM  15      - 3,297,860.405   614,813.547   MT  0.99976264   +0 35 26.2
 AU2623
 AU2623                          SUPERSEDED SURVEY CONTROL
 AU2623
 AU2623  NAD 83(1986)-  29 48 20.96362(N)    091 48 42.92925(W) AD(       ) 4
 AU2623  NAD 27      -  29 48 20.21479(N)    091 48 42.49894(W) AD(       ) 3
 AU2623
 AU2623.Superseded values are not recommended for survey control.
 AU2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2623.See file dsdata.txt to determine how the superseded data were derived.
 AU2623
 AU2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN1481497860(NAD 83)
 AU2623_MARKER: 63 = STACK
 AU2623
 AU2623  HISTORY     - Date     Condition        Report By
 AU2623  HISTORY     - 1974     FIRST OBSERVED   NGS
 AU2623  HISTORY     - 19950430 MARK NOT FOUND   USPSQD
 AU2623
 AU2623                          STATION DESCRIPTION
 AU2623
 AU2623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AU2623'THE STATION IS THE TOP CENTER OF THE TALLEST AND MOST EASTERLY
 AU2623'STACK AT THE WEEKS ISLAND, MORTON SALT COMPANY, PLANT, LOCATED ON
 AU2623'WEEKS ISLAND.  IT IS A BLACK STACK WITH A WHITE STRIPE NEAR ITS
 AU2623'TOP, AND HAS AN OVERALL HEIGHT OF 215 FEET.
 AU2623'
 AU2623'TO REACH FROM WHERE STATE HIGHWAY 83 CROSSES BAYOU WAREHOUSE
 AU2623'(ABOUT 16 MILES SOUTH OF NEW IBERIA), GO SOUTHERLY ON HIGHWAY 83
 AU2623'FOR 1.5 MILES TO WHERE HIGHWAY 83 BEARS LEFT, SOUTHEAST, AND A
 AU2623'PAVED ROAD GOES WEST-NORTHWEST.  TURN RIGHT AND GO WESTERLY ON
 AU2623'PAVED ROAD FOR 1.0 MILE TO THE PLANT AND STATION.
 AU2623
 AU2623                          STATION RECOVERY (1995)
 AU2623
 AU2623'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2874 ***********************************************************************
 AU2874  DESIGNATION -  WEIL RESET
 AU2874  PID         -  AU2874
 AU2874  STATE/COUNTY-  LA/ST CHARLES
 AU2874  USGS QUAD   -  LULING (1992)
 AU2874
 AU2874                         *CURRENT SURVEY CONTROL
 AU2874  ___________________________________________________________________
 AU2874* NAD 83(1992)-  29 55 48.45921(N)    090 20 16.77917(W)     ADJUSTED  
 AU2874* NAVD 88     -         8.7  **(meters)      29.   **(feet)  VERTCON   
 AU2874  **This station is located in a subsidence area (see below).
 AU2874  ___________________________________________________________________
 AU2874  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU2874  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AU2874
 AU2874  HORZ ORDER  -  SECOND
 AU2874
 AU2874.The horizontal coordinates were established by classical geodetic methods
 AU2874.and adjusted by the National Geodetic Survey in January 1993..
 AU2874
 AU2874 ** The orthometric height has not been validated since last determined
 AU2874 ** by differential leveling and should not be used for control purposes.
 AU2874 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2874 ** area with valid NAVD 88 orthometric heights.
 AU2874 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2874 ** epoch indicated which incorporates improved geoid heights for the
 AU2874 ** Southern Louisiana Subsidence area.
 AU2874 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2874
 AU2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2874
 AU2874.The geoid height was determined by GEOID03.
 AU2874
 AU2874;                    North         East     Units Scale Factor Converg.
 AU2874;SPC LA S     -   158,938.851 1,096,095.503   MT  0.99992650   +0 29 51.7
 AU2874;SPC LA S     -   521,451.88  3,596,106.66   sFT  0.99992650   +0 29 51.7
 AU2874;UTM  15      - 3,314,022.774   756,970.724   MT  1.00041480   +1 19 44.1
 AU2874
 AU2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2874!SPC LA S     -   1.00000272  x   0.99992650  =   0.99992922
 AU2874!UTM  15      -   1.00000272  x   1.00041480  =   1.00041752
 AU2874
 AU2874|---------------------------------------------------------------------|
 AU2874| PID    Reference Object                     Distance      Geod. Az  |
 AU2874|                                                           dddmmss.s |
 AU2874| DD8233 WEIL RM 1                             9.751 METERS 10307     |
 AU2874| AU0337 DAVIS                               276.450 METERS 14626     |
 AU2874| DD8234 WEIL RM 3 PT A                       29.563 METERS 16616     |
 AU2874| DD8235 WEIL RM 4 PT B                       43.963 METERS 20716     |
 AU2874| AU2875 WEIL LDH 1972 RM 2                    5.891 METERS 27311     |
 AU2874| DD8232 WEIL AZ MK                                         2743119.1 |
 AU2874|---------------------------------------------------------------------|
 AU2874
 AU2874                          SUPERSEDED SURVEY CONTROL
 AU2874
 AU2874  NAD 83(1986)-  29 55 48.47572(N)    090 20 16.77931(W) AD(       ) 2
 AU2874  NAD 27      -  29 55 47.73696(N)    090 20 16.49260(W) AD(       ) 2
 AU2874  NGVD 29 (07/19/86)    8.8    (m)           29.     (f) VERT ANG       
 AU2874
 AU2874.Superseded values are not recommended for survey control.
 AU2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2874.See file dsdata.txt to determine how the superseded data were derived.
 AU2874
 AU2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5697114023(NAD 83)
 AU2874_MARKER: DD = SURVEY DISK
 AU2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AU2874
 AU2874  HISTORY     - Date     Condition        Report By
 AU2874  HISTORY     - 1972     MONUMENTED       LADH
 AU2874  HISTORY     - 1977     SEE DESCRIPTION  NGS
 AU2874
 AU2874                          STATION DESCRIPTION
 AU2874
 AU2874'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2874'THE STATION IS LOCATED 1.7 MILES EAST OF LULING, 7 MILES SOUTHWEST OF
 AU2874'KENNER AND 12 MILES SOUTHEAST OF LA PLACE, IN THE NORTHWEST QUARTER
 AU2874'OF SECTION 25, T13S, R21E AND ON THE PROPERTY OWNED BY ST. CHARLES
 AU2874'PARISH LEVEE BOARD.
 AU2874'
 AU2874'TO REACH THE STATION FROM THE INTERSECTION AT STATE HIGHWAY 18 AND 52
 AU2874'IN LULING GO SOUTHEAST ALONG STATE HIGHWAY 18 FOR 1.7 MILES TO THE
 AU2874'STATION WHICH IS SET ON THE LEFT AND NORTH OF THE HIGHWAY ON TOP OF
 AU2874'THE MISSISSIPPI RIVER LEVEE.
 AU2874'
 AU2874'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ALONG THE LEVEE
 AU2874'FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND SOUTH OF THE CENTER
 AU2874'OF THE LEVEE NEAR A PIPELINE CROSSING.
 AU2874'
 AU2874'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2874'U.S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2874'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AU2874'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AU2874'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AU2874'STAMPED WEIL 1972.  THE MARK IS 150 FEET EAST OF A CATTLE GUARD ON
 AU2874'THE LEVEE, 57 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 36 FEET
 AU2874'NORTH OF A FENCE, 10 FEET WEST NORTHWEST OF LEVEE STATION NO.
 AU2874'3050, 6 FEET SOUTH OF THE CENTER OF THE LEVEE, AND 2 FEET EAST OF A
 AU2874'METAL WITNESS POST AND SIGN.
 AU2874'
 AU2874'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2874'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2874'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2874'STAMPED WEIL R. M. 1 1972.  IT IS 179 FEET EAST OF A CATTLE GUARD,
 AU2874'56 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 35 FEET NORTH OF
 AU2874'A FENCE, 21 FEET EAST OF LEVEE STATION NO. 3050, AND 6 FEET SOUTH
 AU2874'OF THE CENTER OF THE LEVEE.
 AU2874'
 AU2874'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2874'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2874'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2874'STAMPED WEIL R. M. 2 1972.  IT IS 130 FEET EAST OF A CATTLE GUARD,
 AU2874'55 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 34 FEET NORTH OF
 AU2874'A FENCE, 28 FEET WEST OF LEVEE STATION NO. 3050, AND 8 FEET SOUTH
 AU2874'OF THE CENTER OF THE LEVEE.
 AU2874'
 AU2874'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2874'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2874'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AU2874'STAMPED WEIL AZ. MK. 1972.  IT IS SET IN THE TOP OF THE
 AU2874'MISSISSIPPI RIVER LEVEE, 73 FEET NORTH OF THE CENTER OF STATE
 AU2874'HIGHWAY 18, 11 FEET EAST OF A UNITED GAS PIPELINE, 5 FEET SOUTH OF
 AU2874'THE CENTER OF THE LEVEE AND 2 FEET NORTHEAST OF A METAL WITNESS POST
 AU2874'AND SIGN.
 AU2874'
 AU2874'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AU2874
 AU2874                          STATION RECOVERY (1977)
 AU2874
 AU2874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AKH)
 AU2874'THE STATION WAS VISITED 10-15-74 AND ALL MARKS WERE FOUND IN GOOD
 AU2874'CONDITION.  DUE TO CONSTRUCTION TO BE DONE ON THE LEVEE THE STATION
 AU2874'WAS REFERENCED TO POINT A AND POINT B WITH ANGLES AND DISTANCES.
 AU2874'THE STATION WAS AGAIN VISITED IN 1977 AFTER CONSTRUCTION WAS
 AU2874'COMPLETED AND THE AZIMUTH MARK POINT A AND POINT B WERE FOUND IN GOOD
 AU2874'CONDITION.
 AU2874'
 AU2874'REFERENCE MARK NO. 1 AND NO. 2 AND THE SURFACE MARK WERE FOUND
 AU2874'DESTROYED.  THE STATION SURFACE MARK WAS RESET FROM THE UNDERGROUND
 AU2874'MARK AND CHECKED WITH THE DATA TO THE REFERENCES POINTS A AND B
 AU2874'WHICH WERE LEFT INTACT AND USED AS REFERENCE MARKS NO. 3 AND NO. 4.
 AU2874'A NEW DESCRIPTION FOLLOWS--
 AU2874'
 AU2874'THE STATION IS LOCATED 1.7 MILES EAST OF LULING, ONE BLOCK EAST OF
 AU2874'THE JUNCTION OF STATE HIGHWAY 18 AND 3060 ON THE LEVEE AT
 AU2874'INTERSECTION OF DAVIS STREET AND STATE HIGHWAY 18.  IT IS 27 FEET
 AU2874'SOUTH OF THE CENTER OF THE TOP OF THE LEVEE, 36 FEET SOUTH OF A
 AU2874'METAL WITNESS POST AND THE SOUTH EDGE OF THE CONCRETE REVETMENT
 AU2874'65.5 FEET NORTH OF THE INTERSECTION OF DAVIS ST, AND STATE
 AU2874'HIGHWAY 18, 86.5 FEET NORTH-NORTHWEST OF A POWER POLE
 AU2874'WITH A STREET LIGHT, 6.5 FEET WEST OF THE PROJECTED CENTERLINE OF
 AU2874'DAVIS STREET, 18.2 SOUTH-SOUTHWEST OF LEVEE STATION 3050 (A 4 BY
 AU2874'4 CONCRETE POST 4 FOOT HIGH.  IT IS USG AND CS AND STATE
 AU2874'SURVEY DISK STAMPED WEIL 1972 1977 FLUSH WITH THE GROUND.
 AU2874'
 AU2874'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND
 AU2874'52 IN LULING GO SOUTHEAST ALONG STATE HIGHWAY 18 FOR 1.3 MILE TO A
 AU2874'PIPELINE CROSSING THE HIGHWAY AND LEVEE AND THE AZIMUTH MARK ON
 AU2874'THE LEFT, CONTINUE SOUTHEAST FOR 0.4 MILE TO DAVIS STREET ON THE
 AU2874'RIGHT AND THE STATION ON THE LEFT.
 AU2874'
 AU2874'REFERENCE MARK NO. 3 (POINT A) IS 96.99 FEET SOUTHWEST OF THE STATION
 AU2874'16.3 FEET SOUTHEAST OF A POWER POLE WITH A LIGHT, 30 FEET SOUTH OF
 AU2874'THE CENTER OF STATE HIGHWAY 18, 43 FEET EAST OF THE CENTER OF DAVIS
 AU2874'STREET, .2 FEET NORTH OF A FENCE AND 2.5 FEET NORTHWEST OF THE
 AU2874'FIRST FENCE POST SOUTHWEST OF THE FENCE CORNER.  IT IS A BENCH MARK
 AU2874'DISK CRIMPED ON A COPPER ROD DRIVEN IN THE GROUND FLUSH, AND
 AU2874'ENCASED IN A 4-INCH SECTION OF YELLOW PLASTIC PIPE.
 AU2874'
 AU2874'REFERENCE MARK NO. 4 (POINT B) IS 144.24 FEET WEST OF THE STATION.
 AU2874'IT IS 66 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 18, 37 FEET WEST
 AU2874'OF THE CENTER OF DAVIS STREET, 1.78 FEET NORTH-NORTHEAST OF A POLE,
 AU2874'6 FEET NORTH-NORTHWEST OF A TELEPHONE OUTLET, 20 FEET
 AU2874'NORTH-NORTHWEST OF A GAS LINE VENT AND 62.5 FEET NORTH-NORTHEAST OF
 AU2874'THE NORTHEAST CORNER OF A BRICK HOUSE.  IT IS A BENCH MARK DISK
 AU2874'CRIMPED ON THE TOP OF A COPPER WELD ROD DRIVEN IN THE GROUND
 AU2874'STAMPED POINT B RM 4, ENCASED IN A 4-INCH SECTION OF YELLOW
 AU2874'PLASTIC PIPE.
 AU2874'
 AU2874'THE AZIMUTH MARK IS APPROX. 0.4 MILE NORTHWEST OF THE STATION AT AN
 AU2874'OVERHEAD RAMP SUPPORTING A GAS LINE OVER STATE HIGHWAY 18, 87 FEET
 AU2874'NORTH OF THE CENTER OF THE HIGHWAY, 10.5 FEET EAST OF THE EAST PIPE
 AU2874'OF THE UNITED GAS LINE CROSSING THE LEVEE, 9.5 FEET SOUTH OF THE
 AU2874'CENTER OF THE LEVEE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 AU2874'IS A USC AND GS AND STATE SURVEY DISK SET IN A DRILL HOLE IN
 AU2874'THE CORNER OF THE CONCRETE RAMP OVER THE GAS LINE PIPES.
 AU2874'
 AU2874'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES EAST OF
 AU2874'LULING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0623 ***********************************************************************
 AV0623  DESIGNATION -  WEILL
 AV0623  PID         -  AV0623
 AV0623  STATE/COUNTY-  LA/VERMILION
 AV0623  USGS QUAD   -  ABBEVILLE WEST (1994)
 AV0623
 AV0623                         *CURRENT SURVEY CONTROL
 AV0623  ___________________________________________________________________
 AV0623* NAD 83(1992)-  29 53 10.15755(N)    092 07 36.27718(W)     ADJUSTED  
 AV0623* NAVD 88     -         1.9  **(meters)       6.   **(feet)  VERTCON   
 AV0623  **This station is located in a subsidence area (see below).
 AV0623  ___________________________________________________________________
 AV0623  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AV0623  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AV0623
 AV0623  HORZ ORDER  -  FIRST
 AV0623
 AV0623.The horizontal coordinates were established by classical geodetic methods
 AV0623.and adjusted by the National Geodetic Survey in January 1993..
 AV0623
 AV0623 ** The orthometric height has not been validated since last determined
 AV0623 ** by differential leveling and should not be used for control purposes.
 AV0623 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0623 ** area with valid NAVD 88 orthometric heights.
 AV0623 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0623 ** epoch indicated which incorporates improved geoid heights for the
 AV0623 ** Southern Louisiana Subsidence area.
 AV0623 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0623
 AV0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0623
 AV0623.The geoid height was determined by GEOID03.
 AV0623
 AV0623;                    North         East     Units Scale Factor Converg.
 AV0623;SPC LA S     -   153,912.749   923,365.712   MT  0.99992774   -0 23 48.2
 AV0623;SPC LA S     -   504,962.08  3,029,409.01   sFT  0.99992774   -0 23 48.2
 AV0623;UTM  15      - 3,306,490.698   584,321.176   MT  0.99968772   +0 26 06.5
 AV0623
 AV0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0623!SPC LA S     -   1.00000388  x   0.99992774  =   0.99993162
 AV0623!UTM  15      -   1.00000388  x   0.99968772  =   0.99969159
 AV0623
 AV0623:                Primary Azimuth Mark                     Grid Az
 AV0623:SPC LA S     -  ABBEVILLE MUNICIPAL TANK                 003 03 19.0
 AV0623:UTM  15      -  ABBEVILLE MUNICIPAL TANK                 002 13 24.3
 AV0623
 AV0623|---------------------------------------------------------------------|
 AV0623| PID    Reference Object                     Distance      Geod. Az  |
 AV0623|                                                           dddmmss.s |
 AV0623| AV0604 ABBEVILLE MUNICIPAL TANK            APPROX. 9.7 KM 0023930.8 |
 AV0623| AV0598 ERATH SUGAR STACK                   APPROX.11.0 KM 0495707.4 |
 AV0623| AV0596 ERATH SUGAR TANK                    APPROX.11.2 KM 0495910.9 |
 AV0623| AV0593 ERATH MUNICIPAL TANK 1974           APPROX.11.7 KM 0511748.8 |
 AV0623| AV0602 ERATH UNITED GAS MICROWAVE          APPROX. 7.4 KM 0603020.0 |
 AV0623| AV0599 ERATH S CENTRAL BEL TEL MAST        APPROX. 8.8 KM 0654032.3 |
 AV0623| CV9516 WEILL RM 1                           25.780 METERS 10923     |
 AV0623| AV0613 INTRACOASTAL CITY ABM MAST          APPROX. 9.3 KM 1883856.9 |
 AV0623| CV9517 WEILL RM 2                           23.394 METERS 19457     |
 AV0623| AV0619 ESTHER SUPERIOR OIL MAST            APPROX. 9.2 KM 2460030.2 |
 AV0623| AV0667 KITE                                APPROX.13.4 KM 2763031.3 |
 AV0623| CV9518 WEILL RM 3                                         28155     |
 AV0623|---------------------------------------------------------------------|
 AV0623
 AV0623                          SUPERSEDED SURVEY CONTROL
 AV0623
 AV0623  NAD 83(1986)-  29 53 10.17735(N)    092 07 36.27082(W) AD(       ) 1
 AV0623  NAD 27      -  29 53 09.42775(N)    092 07 35.81726(W) AD(       ) 1
 AV0623  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 AV0623
 AV0623.Superseded values are not recommended for survey control.
 AV0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0623.See file dsdata.txt to determine how the superseded data were derived.
 AV0623
 AV0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8432106491(NAD 83)
 AV0623_MARKER: DS = TRIANGULATION STATION DISK
 AV0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0623
 AV0623  HISTORY     - Date     Condition        Report By
 AV0623  HISTORY     - 1974     MONUMENTED       NGS
 AV0623
 AV0623                          STATION DESCRIPTION
 AV0623
 AV0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 AV0623'THE STATION IS LOCATED 7 MILES SOUTHWEST OF ERATH, 5-1/2 MILES
 AV0623'SOUTH OF ABBEVILLE, 3 MILES WEST OF HENRY AND ON PROPERTY OWNED BY
 AV0623'THE WEILL BROTHERS.  THEIR ADDRESS IS P. O. BOX 460, ABBEVILLE,
 AV0623'LOUISIANA 70510.  (TELEPHONE NUMBER 893-2821)
 AV0623'
 AV0623'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 330 AND 82,
 AV0623'2 MILES SOUTH OF THE COURTHOUSE IN ABBEVILLE, GO WEST AND SOUTHERLY
 AV0623'ON HIGHWAY 82 FOR 3.4 MILES TO THE JUNCTION OF STATE HIGHWAY 693.
 AV0623'CONTINUE SOUTHERLY ON HIGHWAY 82 FOR 2.1 MILES TO THE JUNCTION OF
 AV0623'STATE HIGHWAY 690.  TURN LEFT AND GO EASTERLY ON HIGHWAY 690 FOR
 AV0623'2.45 MILES TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE EASTERLY
 AV0623'ON HIGHWAY 690 FOR 0.15 MILE TO A FERRY LANDING AND THE STATION
 AV0623'ON THE LEFT JUST BEFORE REACHING A TRACK ROAD LEFT.
 AV0623'
 AV0623'STATION MARK, STAMPED WEILL 1974 IS A STANDARD DISK SET IN A ROUND
 AV0623'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 AV0623'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 AV0623'GROUND SURFACE.  IT IS 83 FEET NORTHWEST OF THE CENTER OF THE
 AV0623'FERRY LANDING, 72 FEET WEST OF THE CENTER OF THE TRACK ROAD, 57
 AV0623'FEET NORTH OF THE CENTER OF HIGHWAY 690 AND 29.5 FEET NORTHEAST OF
 AV0623'A POWER POLE.
 AV0623'
 AV0623'REFERENCE MARK 1, STAMPED WEILL NO 1 1974, IS A STANDARD DISK SET IN
 AV0623'A ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND
 AV0623'SURFACE.  IT IS 80 FEET NORTH OF A POWER POLE, 60 FEET NORTH OF THE
 AV0623'CENTER OF THE FERRY LANDING, 12.5 FEET EAST OF THE CENTER OF THE
 AV0623'TRACK ROAD AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 AV0623'
 AV0623'REFERENCE MARK 2, STAMPED WEILL NO 2 1974, IS A STANDARD DISK SET IN
 AV0623'A ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT IS 38.5 FEET
 AV0623'WEST OF A POWER POLE, 20 FEET SOUTH OF THE CENTER OF HIGHWAY 690,
 AV0623'2 FEET NORTHEAST OF A METAL WITNESS POST AND 1.5 FEET NORTH OF A
 AV0623'FENCE.
 AV0623'
 AV0623'REFERENCE MARK 3, STAMPED WEILL NO 3 1974 IS A STANDARD DISK SET
 AV0623'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND
 AV0623'SURFACE.  IT IS 61 FEET WEST OF A POWER POLE, 24 FEET SOUTH OF THE
 AV0623'CENTER OF HIGHWAY 690, 2 FEET NORTH OF A FENCE AND 1.5 FEET
 AV0623'NORTHEAST OF A METAL WITNESS POST.
 AV0623'
 AV0623'NEAREST TOWN--HENRY.
 AV0623'
 AV0623'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4482 ***********************************************************************
 BJ4482  DESIGNATION -  WELCOME WATER TANK
 BJ4482  PID         -  BJ4482
 BJ4482  STATE/COUNTY-  LA/ST JAMES
 BJ4482  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4482
 BJ4482                         *CURRENT SURVEY CONTROL
 BJ4482  ___________________________________________________________________
 BJ4482* NAD 83(1992)-  30 03 37.81825(N)    090 53 53.31367(W)     ADJUSTED  
 BJ4482* NAVD 88     -                                                        
 BJ4482  **This station is located in a subsidence area (see below).
 BJ4482  ___________________________________________________________________
 BJ4482  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ4482  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BJ4482
 BJ4482  HORZ ORDER  -  THIRD
 BJ4482
 BJ4482.The horizontal coordinates were established by classical geodetic methods
 BJ4482.and adjusted by the National Geodetic Survey in January 1993..
 BJ4482
 BJ4482 ** The orthometric height has not been validated since last determined
 BJ4482 ** by differential leveling and should not be used for control purposes.
 BJ4482 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4482 ** area with valid NAVD 88 orthometric heights.
 BJ4482 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4482 ** epoch indicated which incorporates improved geoid heights for the
 BJ4482 ** Southern Louisiana Subsidence area.
 BJ4482 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4482
 BJ4482.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4482
 BJ4482.The geoid height was determined by GEOID03.
 BJ4482
 BJ4482;                    North         East     Units Scale Factor Converg.
 BJ4482;SPC LA S     -   173,052.763 1,041,961.237   MT  0.99992628   +0 13 03.4
 BJ4482;SPC LA S     -   567,757.27  3,418,501.16   sFT  0.99992628   +0 13 03.4
 BJ4482;UTM  15      - 3,327,351.996   702,618.994   MT  1.00010653   +1 03 11.6
 BJ4482
 BJ4482                          SUPERSEDED SURVEY CONTROL
 BJ4482
 BJ4482  NAD 83(1986)-  30 03 37.83581(N)    090 53 53.31419(W) AD(       ) 4
 BJ4482  NAD 27      -  30 03 37.11421(N)    090 53 52.96523(W) AD(       ) 3
 BJ4482
 BJ4482.Superseded values are not recommended for survey control.
 BJ4482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4482.See file dsdata.txt to determine how the superseded data were derived.
 BJ4482
 BJ4482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0261927352(NAD 83)
 BJ4482_MARKER: 53 = ELEVATED TANK
 BJ4482
 BJ4482  HISTORY     - Date     Condition        Report By
 BJ4482  HISTORY     - 1973     FIRST OBSERVED   NGS
 BJ4482
 BJ4482                          STATION DESCRIPTION
 BJ4482
 BJ4482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4482'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE WELCOME ST. JAMES,
 BJ4482'ST. JAMES PARISH UTILITIES, WATER TANK THAT IS LOCATED AT THE WEST
 BJ4482'EDGE OF WELCOME AND JUST SOUTH OF STATE HIGHWAY 18.  IT IS
 BJ4482'SPHERICAL IN SHAPE, SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS
 BJ4482'PAINTED ALUMINUM IN COLOR WITH WELCOME ST JAMES IN BLACK
 BJ4482'LETTERING.  THE OVERALL HEIGHT BEING 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0898 ***********************************************************************
 AT0898  DESIGNATION -  WELL 1950
 AT0898  PID         -  AT0898
 AT0898  STATE/COUNTY-  LA/ST BERNARD
 AT0898  USGS QUAD   -  NEW HARBOR ISLANDS (1951)
 AT0898
 AT0898                         *CURRENT SURVEY CONTROL
 AT0898  ___________________________________________________________________
 AT0898* NAD 83(1992)-  29 49 07.95211(N)    088 50 09.23528(W)     ADJUSTED  
 AT0898* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0898  ___________________________________________________________________
 AT0898  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AT0898  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AT0898
 AT0898  HORZ ORDER  -  THIRD
 AT0898
 AT0898.The horizontal coordinates were established by classical geodetic methods
 AT0898.and adjusted by the National Geodetic Survey in May 1994..
 AT0898
 AT0898.The orthometric height was scaled from a topographic map.
 AT0898
 AT0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0898
 AT0898.The geoid height was determined by GEOID03.
 AT0898
 AT0898;                    North         East     Units Scale Factor Converg.
 AT0898;SPC LA S     -   148,820.456 1,241,368.736   MT  0.99993076   +1 14 55.5
 AT0898;SPC LA S     -   488,255.11  4,072,723.93   sFT  0.99993076   +1 14 55.5
 AT0898;UTM  16      - 3,300,129.212   322,595.700   MT  0.99998832   -0 54 47.4
 AT0898
 AT0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0898!SPC LA S     -   1.00000393  x   0.99993076  =   0.99993469
 AT0898!UTM  16      -   1.00000393  x   0.99998832  =   0.99999225
 AT0898
 AT0898                          SUPERSEDED SURVEY CONTROL
 AT0898
 AT0898  NAD 83(1992)-  29 49 07.95900(N)    088 50 09.22522(W) AD(       ) 3
 AT0898  NAD 83(1986)-  29 49 07.95759(N)    088 50 09.22553(W) AD(       ) 3
 AT0898  NAD 27      -  29 49 07.23700(N)    088 50 09.14000(W) AD(       ) 3
 AT0898
 AT0898.Superseded values are not recommended for survey control.
 AT0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0898.See file dsdata.txt to determine how the superseded data were derived.
 AT0898
 AT0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2259600129(NAD 83)
 AT0898_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT0898_SETTING: 0 = UNSPECIFIED SETTING
 AT0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0898
 AT0898  HISTORY     - Date     Condition        Report By
 AT0898  HISTORY     - 1950     MONUMENTED       CGS
 AT0898  HISTORY     - 1955     GOOD             CGS
 AT0898
 AT0898                          STATION DESCRIPTION
 AT0898
 AT0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0898'THE STATION IS LOCATED ON THE LARGEST ISLAND IN THE CHANDELEUR GROUP,
 AT0898'APPROXIMATELY 16.8
 AT0898'MILES S OF CHANDELEUR LIGHTHOUSE.  IT IS
 AT0898'APPROXIMATELY 150 FEET S OF A SAND
 AT0898'WASH ACROSS THE ISLAND, 90 FEET SW
 AT0898'OF THE NE END OF IRREGULAR POND, 36 FEET N OF A SMALL
 AT0898'POND, AND 3
 AT0898'FEET N OF A WITNESS POST.
 AT0898'
 AT0898'STATION MARK IS A STANDARD DISK, STAMPED WELL 1950, AND SET IN A
 AT0898'CONCRETE TILE
 AT0898'FILLED WITH CONCRETE PROJECTING 10 INCHES ABOVE GROUND.
 AT0898'
 AT0898'STATION IS 128.0 METERS 90 DEG NE FROM THE MEAN HIGHWATER
 AT0898'LINE.
 AT0898'
 AT0898'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 4 FEET.
 AT0898
 AT0898                          STATION RECOVERY (1955)
 AT0898
 AT0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT0898'ON THE NORTHERLY OF THE CHANDELEUR ISLANDS, ABOUT 16.0 MILES SOUTH OF
 AT0898'CHANDELEUR LIGHT,
 AT0898'ABOUT 446 FEET WEST OF THE MEAN HIGH WATER LINE
 AT0898'ALONG THE EAST SHORE OF THE ISLAND,
 AT0898'80 FEET SOUTH OF THE SOUTH EDGE
 AT0898'OF A SAND WASH ACROSS THE ISLAND, 100 FEET SOUTHEAST
 AT0898'OF THE NORTHEAST
 AT0898'END OF AN IRREGULARLY SHAPED POND, 40 FEET NORTHWEST OF A SMALL POND,
 AT0898'ABOUT 4 FEET ABOVE
 AT0898'MEAN HIGH WATER, 3.2 FEET NORTH OF A 4 X 4-INCH
 AT0898'WITNESS POST, A STANDARD TOPOGRAPHIC
 AT0898'DISK STAMPED WELL 1950, SET IN
 AT0898'THE TOP OF AN 8-INCH CONCRETE TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2814 ***********************************************************************
 BX2814  DESIGNATION -  WELLS
 BX2814  PID         -  BX2814
 BX2814  STATE/COUNTY-  LA/NATCHITOCHES
 BX2814  USGS QUAD   -  NATCHITOCHES SOUTH (1992)
 BX2814
 BX2814                         *CURRENT SURVEY CONTROL
 BX2814  ___________________________________________________________________
 BX2814* NAD 83(1992)-  31 41 09.24774(N)    093 05 29.12136(W)     ADJUSTED  
 BX2814* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 BX2814  ___________________________________________________________________
 BX2814  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BX2814  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2814
 BX2814  HORZ ORDER  -  SECOND
 BX2814
 BX2814.The horizontal coordinates were established by classical geodetic methods
 BX2814.and adjusted by the National Geodetic Survey in January 1993..
 BX2814
 BX2814.The orthometric height was scaled from a topographic map.
 BX2814
 BX2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2814
 BX2814.The geoid height was determined by GEOID03.
 BX2814
 BX2814;                    North         East     Units Scale Factor Converg.
 BX2814;SPC LA N     -   131,639.874   943,929.549   MT  0.99992288   -0 18 45.7
 BX2814;SPC LA N     -   431,888.49  3,096,875.53   sFT  0.99992288   -0 18 45.7
 BX2814;UTM  15      - 3,505,624.809   491,335.337   MT  0.99960093   -0 02 52.9
 BX2814
 BX2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2814!SPC LA N     -   0.99999406  x   0.99992288  =   0.99991694
 BX2814!UTM  15      -   0.99999406  x   0.99960093  =   0.99959499
 BX2814
 BX2814|---------------------------------------------------------------------|
 BX2814| PID    Reference Object                     Distance      Geod. Az  |
 BX2814|                                                           dddmmss.s |
 BX2814| CV8604 WELLS RM 1                           22.673 METERS 09543     |
 BX2814| CV8605 WELLS RM 2                           34.345 METERS 17441     |
 BX2814| CV8603 WELLS AZ MK                                        2034325.0 |
 BX2814|---------------------------------------------------------------------|
 BX2814
 BX2814                          SUPERSEDED SURVEY CONTROL
 BX2814
 BX2814  NAD 83(1986)-  31 41 09.26511(N)    093 05 29.11385(W) AD(       ) 2
 BX2814  NAD 27      -  31 41 08.66957(N)    093 05 28.52018(W) AD(       ) 2
 BX2814
 BX2814.Superseded values are not recommended for survey control.
 BX2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2814.See file dsdata.txt to determine how the superseded data were derived.
 BX2814
 BX2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR9133505625(NAD 83)
 BX2814_MARKER: DS = TRIANGULATION STATION DISK
 BX2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2814
 BX2814  HISTORY     - Date     Condition        Report By
 BX2814  HISTORY     - 1969     MONUMENTED       CGS
 BX2814  HISTORY     - 20060610 POOR             USPSQD
 BX2814
 BX2814                          STATION DESCRIPTION
 BX2814
 BX2814'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2814'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF NATCHITOCHES, 3
 BX2814'MILES NORTHWEST OF NATCHEZ, AND 2-1/2 MILES SOUTHWEST OF STATE
 BX2814'HIGHWAY 1, ON PROPERTY OF JUDGE RICHARD B. WILLIAMS OF
 BX2814'NATCHITOCHES, LA.
 BX2814'
 BX2814'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION
 BX2814'OF STATE HIGHWAYS 1 AND 494 IN NATCHITOCHES GO SOUTH AND
 BX2814'SOUTHEAST ON STATE HIGHWAY 1 FOR 3.5 MILES TO A SIDE ROAD
 BX2814'RIGHT.  TURN RIGHT ACROSS RAILROAD TRACKS AND GO SOUTHWEST FOR
 BX2814'1.2 MILES TO THE CENTER OF A NARROW BRIDGE OVER OLD RIVER,
 BX2814'CONTINUE ON MAIN ROAD FOR 1.35 MILES TO THE STATION ON THE
 BX2814'RIGHT.
 BX2814'
 BX2814'THE STATION IS A STANDARD DISK STAMPED, WELLS 1968, SET IN THE
 BX2814'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 BX2814'INCHES.  IT IS 36 FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED
 BX2814'ROAD, 15.5 FEET SOUTHWEST OF A BLAZED PINE TREE, AND 6 FEET NORTH
 BX2814'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BX2814'
 BX2814'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, WELLS NO 1 1968,
 BX2814'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2814'PROJECTS 4 INCHES.  IT IS 27 FEET EAST OF THE APPROXIMATE
 BX2814'CENTER OF GRAVELED ROAD.
 BX2814'
 BX2814'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, WELLS NO 2 1968,
 BX2814'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 BX2814'PROJECTS 3 INCHES.  IT IS 42 FEET EAST OF THE APPROXIMATE
 BX2814'CENTER OF GRAVELED ROAD.
 BX2814'
 BX2814'AZIMUTH MARK IS A STANDARD DISK STAMPED, WELLS 1968, SET IN
 BX2814'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BX2814'4 INCHES.  IT IS 38 FEET EAST OF THE APPROXIMATE CENTER OF
 BX2814'GRAVELED ROAD, 16 FEET WEST OF DIM TRACK ROAD, 3.9 FEET EAST OF
 BX2814'A METAL WITNESS POST WITH SIGN ATTACHED.
 BX2814'
 BX2814'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE AHEAD ON
 BX2814'MAIN ROAD FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT AS DESCRIBED.
 BX2814
 BX2814                          STATION RECOVERY (2006)
 BX2814
 BX2814'RECOVERY NOTE BY US POWER SQUADRON 2006
 BX2814'THE GRAVEL ROAD AND DITCH ALONG SIDE HAVE BEEN GRADED.   THE DIRT FROM
 BX2814'THE DITCH WAS PILED ABOUT 2.5' DEEP ALONG BERM WHERE THE MARK SHOULD
 BX2814'BE LOCATED PER GARMIN 76 WASS GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2931 ***********************************************************************
 BK2931  DESIGNATION -  WELSH
 BK2931  PID         -  BK2931
 BK2931  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2931  USGS QUAD   -  WELSH SOUTH (1985)
 BK2931
 BK2931                         *CURRENT SURVEY CONTROL
 BK2931  ___________________________________________________________________
 BK2931* NAD 83(1992)-  30 13 28.16356(N)    092 47 40.89991(W)     ADJUSTED  
 BK2931* NAVD 88     -         5.67   (+/-2cm)      18.6  **(feet)  VERTCON   
 BK2931  **This station is located in a subsidence area (see below).
 BK2931  ___________________________________________________________________
 BK2931  X           -    -268,933.101 (meters)                     COMP
 BK2931  Y           -  -5,509,192.591 (meters)                     COMP
 BK2931  Z           -   3,191,889.923 (meters)                     COMP
 BK2931  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2931  ELLIP HEIGHT-         -21.87  (meters)          (01/02/04) GPS OBS
 BK2931  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK2931
 BK2931  HORZ ORDER  -  FIRST
 BK2931  VERT ORDER  -  THIRD ? (See Below)
 BK2931  ELLP ORDER  -  FOURTH    CLASS II
 BK2931
 BK2931.The horizontal coordinates were established by classical geodetic methods
 BK2931.and adjusted by the National Geodetic Survey in January 1993..
 BK2931
 BK2931 ** The orthometric height has not been validated since last determined
 BK2931 ** by differential leveling and should not be used for control purposes.
 BK2931 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2931 ** area with valid NAVD 88 orthometric heights.
 BK2931 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2931 ** epoch indicated which incorporates improved geoid heights for the
 BK2931 ** Southern Louisiana Subsidence area.
 BK2931 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2931.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2931.The vertical order pertains to the NGVD 29 superseded value.
 BK2931
 BK2931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2931
 BK2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2931
 BK2931.The ellipsoidal height was determined by GPS observations
 BK2931.and is referenced to NAD 83.
 BK2931
 BK2931.The geoid height was determined by GEOID03.
 BK2931
 BK2931;                    North         East     Units Scale Factor Converg.
 BK2931;SPC LA S     -   192,047.304   859,330.335   MT  0.99993333   -0 43 50.5
 BK2931;SPC LA S     -   630,075.20  2,819,319.61   sFT  0.99993333   -0 43 50.5
 BK2931;UTM  15      - 3,343,678.893   519,756.550   MT  0.99960482   +0 06 12.1
 BK2931
 BK2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2931!SPC LA S     -   1.00000343  x   0.99993333  =   0.99993676
 BK2931!UTM  15      -   1.00000343  x   0.99960482  =   0.99960825
 BK2931
 BK2931|---------------------------------------------------------------------|
 BK2931| PID    Reference Object                     Distance      Geod. Az  |
 BK2931|                                                           dddmmss.s |
 BK2931| CW1629 WELSH RM 3                           25.458 METERS 03439     |
 BK2931| BK2919 ROANOKE RICE CO OP TANK             APPROX. 4.5 KM 0731538.7 |
 BK2931| BK2904 JENNINGS MUNICIPAL TANK             APPROX.13.3 KM 0892642.3 |
 BK2931| BK2902 JENNINGS LA ST RICE CO LOW TK       APPROX.13.4 KM 0931938.9 |
 BK2931| BK2897 JENNINGS LA ST RICE CO HIGH TK      APPROX.13.4 KM 0932131.0 |
 BK2931| BK2895 LAKE ARTHUR POWER PLANT TANK        APPROX.19.8 KM 1441220.9 |
 BK2931| BK0653 WELSH RM 2                           39.743 METERS 27524     |
 BK2931| BK2934 WELSH EVANGELINE MICROWAVE          APPROX. 2.9 KM 2984730.4 |
 BK2931| BK2925 WELSH MUNICIPAL TANK                APPROX. 2.8 KM 3001937.3 |
 BK2931| BK2932 WELSH E MUNICIPAL TANK              APPROX. 2.3 KM 3083413.5 |
 BK2931| BK0652 WELSH RM 1                                         3545213.3 |
 BK2931| CW1630 WELSH RM 4                                         3551734.4 |
 BK2931|---------------------------------------------------------------------|
 BK2931
 BK2931                          SUPERSEDED SURVEY CONTROL
 BK2931
 BK2931  ELLIP H (01/21/93)  -21.79   (m)                       GP(       ) 4 2
 BK2931  NAD 83(1986)-  30 13 28.18421(N)    092 47 40.89444(W) AD(       ) 1
 BK2931  NAD 27      -  30 13 27.43723(N)    092 47 40.37303(W) AD(       ) 3
 BK2931  NGVD 29 (07/19/86)    5.63   (m)           18.5    (f) LEVELING    3  
 BK2931
 BK2931.Superseded values are not recommended for survey control.
 BK2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2931.See file dsdata.txt to determine how the superseded data were derived.
 BK2931
 BK2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1975743679(NAD 83)
 BK2931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BK2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2931_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2931+STABILITY: SURFACE MOTION
 BK2931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2931+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BK2931
 BK2931  HISTORY     - Date     Condition        Report By
 BK2931  HISTORY     - 1931     MONUMENTED       CGS
 BK2931  HISTORY     - 1936     GOOD             LAGS
 BK2931  HISTORY     - 1955     GOOD             USGS
 BK2931  HISTORY     - 1955     MARK NOT FOUND   CGS
 BK2931  HISTORY     - 1961     GOOD             LOCENG
 BK2931  HISTORY     - 1965     GOOD             CGS
 BK2931  HISTORY     - 1970     MARK NOT FOUND   NGS
 BK2931  HISTORY     - 1974     GOOD             NGS
 BK2931  HISTORY     - 1987     GOOD             NGS
 BK2931
 BK2931                          STATION DESCRIPTION
 BK2931
 BK2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK2931'STATION IS ABOUT 2 MILES SE OF THE TOWN OF WELSH, ON PROPERTY
 BK2931'OWNED BY W.L. TREMBLE OF SHREVEPORT AND OCCUPIED BY O.J.
 BK2931'MC MILLAN.
 BK2931'
 BK2931'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK2931'DISKS SET IN CONCRETE.
 BK2931'
 BK2931'REFERENCE MARK NO. 1 IS 19.58 METERS (64.2 FEET) S OF CENTER
 BK2931'LINE OF HIGHWAY 90, 0.3 METER (1 FOOT) N OF FENCE LINE, AND
 BK2931'1/2 MILE FROM THE STATION, N 05 DEG 07 MIN W.
 BK2931'
 BK2931'REFERENCE MARK NO. 2 IS 0.27 METER (0.9 FOOT) W OF FENCE
 BK2931'LINE SEPARATING YARD FROM THE LOT IN WHICH THE STATION IS
 BK2931'LOCATED, 2.72 METERS (8.9 FEET) S OF PROPERTY-LINE FENCE,
 BK2931'13.05 METERS (42.8 FEET) S OF CENTER LINE OF DIRT ROAD, AND
 BK2931'39.75 METERS (130.4 FEET) FROM STATION N 84 DEG 35 MIN W.
 BK2931'
 BK2931'BEARING FROM STATION TO WELSH MUNICIPAL TANK IS N 59 DEG 40 MIN W.
 BK2931'
 BK2931'TO REACH STATION FROM WELSH GO S 0.5 MILE ON ROUTE 105, THEN
 BK2931'E 0.5 MILE TO WHERE ROAD TURNS S, THEN E 1-1/4 MILES TO
 BK2931'MC MILLANS HOUSE.  STATION IS 1/2 MILE S OF U.S. HIGHWAY
 BK2931'90 IN THE NE CORNER OF THE LOT, ABOUT 80 YARDS NE OF HOUSE,
 BK2931'0.59 METERS (1.9 FEET) W OF E FENCE LINE, 14.31 METERS (46.9
 BK2931'FEET) S OF N FENCE LINE, AND ABOUT 28 METERS (92 FEET) E
 BK2931'OF GATE AT THE ENTRANCE TO YARD.
 BK2931
 BK2931                          STATION RECOVERY (1936)
 BK2931
 BK2931'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK2931'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 63.6 FEET S OF CENTER
 BK2931'LINE OF U.S. HIGHWAY 90.  1 FOOT N OF E-W FENCE.  2 FEET
 BK2931'W OF TELEPHONE POLE.  29 FEET E OF DIRT ROAD LEADING S (PRIVATE
 BK2931'ROAD).  IT IS A STANDARD 3-INCH BRONZE DISK MARKED U.S. COAST
 BK2931'AND GEODETIC SURVEY AND STATE SURVEY, SET IN A SQUARE BLOCK
 BK2931'OR POST OF CONCRETE, STAMPED TRI. STA. WELSH R.M. NO. 1, 1931.
 BK2931'
 BK2931'TO REACH THIS MARK FROM ROANOKE, FOLLOW U.S. HIGHWAY 90
 BK2931'W (TO TEXAS LINE) 2.9 MILES FROM INTERSECTION OF U.S. HIGHWAY
 BK2931'90 AND GRAVEL ROAD LEADING N INTO ROANOKE.
 BK2931
 BK2931                          STATION RECOVERY (1955)
 BK2931
 BK2931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BK2931'THE HOUSE HAS BEEN MOVED TO ABOUT 10 FEET S OF REFERENCE
 BK2931'MARK 2.  THE YARD FENCES HAVE BEEN REARRANGED.  THE MONUMENT
 BK2931'POSITION FALLS WELL INSIDE WHAT IS NOW A GARDEN.  THE PRESENT
 BK2931'OCCUPANT SAYS HE HAS PLOWED IN THE GARDEN THE TWO YEARS
 BK2931'HE HAS BEEN THERE, SO THE MONUMENT HAS APPARENTLY BEEN GONE
 BK2931'OVER TWO YEARS.
 BK2931
 BK2931                          STATION RECOVERY (1955)
 BK2931
 BK2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BK2931'WELSH 1931 WAS SEARCHED FOR BUT NOT RECOVERED.
 BK2931'
 BK2931'WELSH R.M. 1 IS 0.4 MILE SOUTH ALONG SOUTH ELMS STREET FROM THE
 BK2931'TEXAS AND NEW ORLEANS RAILROAD STATION AT WELSH, THENCE
 BK2931'1.6 MILES EAST ALONG U.S. HIGHWAY 90, 184 FEET EAST OF THE
 BK2931'CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 64.6 FEET
 BK2931'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 66 FEET EAST OF
 BK2931'A TELEPHONE POLE, 17.7 FEET WEST OF A FENCE CORNER, 1.4
 BK2931'FEET EAST OF A WITNESS POST, A REFERENCE MARK DISK SET IN
 BK2931'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BK2931'THE GROUND, STAMPED WELSH NO 1 1931.
 BK2931'
 BK2931'WELSH R.M. 2 IS 0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM
 BK2931'WELSH R.M. 1, 23.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 BK2931'A FARMHOUSE, 44.6 FEET WEST OF A FENCE, 4.4 FEET SOUTH OF
 BK2931'A 26 INCH PECAN TREE, A REFERENCE MARK DISK SET IN THE TOP
 BK2931'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 BK2931'STAMPED WELSH NO 2 1931.
 BK2931
 BK2931                          STATION RECOVERY (1961)
 BK2931
 BK2931'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 BK2931'RECOVERED BY UNION TEXAS NAT GAS
 BK2931'
 BK2931'STATION RECOVERED ONLY BY RETRACING FROM STATION AZIMUTH
 BK2931'MARK.  STATION GOOD.  DESCRIPTION NOT ENTIRELY VALID.
 BK2931
 BK2931                          STATION RECOVERY (1965)
 BK2931
 BK2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLB)
 BK2931'STATION RECOVERED IS UNDERGROUND, MARK IN GOOD CONDITION.
 BK2931'STATION IS APPROXIMATELY 2 FT BELOW THE SURFACE OF THE GROUND.
 BK2931'DESCRIPTION OF RECOVERY IN 1961, ADEQUATE.
 BK2931'
 BK2931'REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD CONDIDION.
 BK2931'PUBLISHED DESCRIPTIONS ON REFERENCE MARK NO. 1 ADEQUATE.
 BK2931'
 BK2931'DESCRIPTION ON MARK NO. 2 MADE ON RECOVERY IN 1955 ADEQUATE.
 BK2931
 BK2931                          STATION RECOVERY (1970)
 BK2931
 BK2931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RRG)
 BK2931'STATION MARK WAS NOT RECOVERED.  WELSH R.M. 1 AND WELSH
 BK2931'R.M. 2 RECOVERED IN GOOD CONDITION.
 BK2931
 BK2931                          STATION RECOVERY (1974)
 BK2931
 BK2931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2931'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BK2931'CONDITION.  THE WELSH MUNICIPAL WATER TANK, USED AS AN AZIMUTH
 BK2931'MARK HAS BEEN DESTROYED.  REFERENCE MARK 1 IS NO LONGER
 BK2931'VISIBLE FROM THE GROUND OR TOP OF THE TOWER.  THE DISTANCE
 BK2931'AND DIRECTION TO REFERENCE MARK 2 CHECKED.  A REFERENCE
 BK2931'MARK 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A COMPLETE
 BK2931'NEW DESCRIPTION FOLLOWS.
 BK2931'
 BK2931'STATION IS ABOUT 8 MILES WEST OF JENNINGS, 2 MILES EAST-SOUTHEAST
 BK2931'OF WELSH, 1/2 MILE SOUTH OF U.S. HIGHWAY 90 AND ON PROPERTY
 BK2931'OWNED BY MR. J.W. MC COWN, ROUTE 2 BOX 602, WELSH, LOUISIANA.
 BK2931'PHONE NUMBER 734-4732.
 BK2931'
 BK2931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 BK2931'AND STATE HIGHWAY 395 IN ROANOKE, GO WEST ON HIGHWAY 90
 BK2931'FOR 2.9 MILES TO REFERENCE MARK 4 ON THE LEFT AS DESCRIBED
 BK2931'(THIS IS 0.1 MILE WEST OF A WELSH CITY LIMIT SIGN.) CONTINUE
 BK2931'WEST ON HIGHWAY 90 FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN
 BK2931'LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.55 MILE TO A CROSSROAD.
 BK2931'TURN LEFT AND GO EAST ON A GRAVELED DRIVE FOR 0.05 MILE
 BK2931'TO A HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 BK2931'
 BK2931'STATION MARK, STAMPED WELSH 1931, IS A STANDARD DISK SET
 BK2931'IN A SQUARE CONCRETE POST WHICH IS ABOUT 14 INCHES BELOW
 BK2931'THE GROUND SURFACE.  THE 1931 DESCRIPTION STATES THAT THERE
 BK2931'IS AN UNDERGROUND MARK.  THEY ARE 114 FEET EAST OF THE NORTHEAST
 BK2931'CORNER OF THE HOUSE, 107.5 FEET SOUTHEAST OF A FENCE CORNER,
 BK2931'81 FEET EAST OF A FENCE AND 70 FEET SOUTH OF A FENCE.
 BK2931'
 BK2931'REFERENCE MARK 1, STAMPED WELSH 1931 NO 1, IS A STANDARD
 BK2931'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 BK2931'4 INCHES ABOVE THE GROUND IT IS 65 FEET SOUTH OF CENTER
 BK2931'OF HIGHWAY 90, 20 FEET WEST OF REFERENCE MARK 4, 18 FEET
 BK2931'WEST OF A FENCE CORNER AND METAL WITNESS POST, 7 FEET NORTH
 BK2931'OF A 12-INCH PINE TREE AND 1.5 FEET EAST OF A METAL WITNESS
 BK2931'POST.
 BK2931'
 BK2931'REFERENCE MARK 2, STAMPED WELSH 1931 NO 2, IS A STANDARD
 BK2931'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1-INCH
 BK2931'ABOVE THE GROUND SURFACE.  IT IS 49 FEET WEST OF A FENCE,
 BK2931'25 FEET NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, 24
 BK2931'FEET SOUTHWEST OF CENTER OF A CURVE IN A DRIVEWAY, 23 FEET
 BK2931'NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE AND 4.5 FEET
 BK2931'SOUTH OF A 36-INCH TREE.
 BK2931'
 BK2931'REFERENCE MARK 3, STAMPED WELSH 1931 NO 3 1974, IS A STANDARD
 BK2931'DISK SET IN A ROUND CONCRETE POST WHICH IS ABOUT 3 INCHES
 BK2931'BELOW THE GROUND SURFACE.  IT IS 178 FEET NORTHEAST OF THE
 BK2931'NORTHEAST CORNER OF THE HOUSE, 128.5 FEET EAST OF THE FENCE
 BK2931'CORNER, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT
 BK2931'SOUTH OF A FENCE.
 BK2931'
 BK2931'REFERENCE MARK 4, STAMPED WELSH 1931 NO 4 AZ 1974, IS A STANDARD
 BK2931'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 BK2931'SURFACE.  IT IS 64 FEET SOUTH OF CENTER OF HIGHWAY 90, 20.5
 BK2931'FEET EAST-NORTHEAST OF A 12-INCH PINE TREE, 20 FEET EAST
 BK2931'OF REFERENCE MARK 1, 2.5 FEET EAST OF A METAL WITNESS POST
 BK2931'AND 1 FOOT NORTH OF A FENCE.
 BK2931'
 BK2931'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BK2931'
 BK2931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BK2931'EAST-SOUTHEAST OF WELSH.
 BK2931
 BK2931                          STATION RECOVERY (1987)
 BK2931
 BK2931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 BK2931'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BK2931'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED FOR GPS
 BK2931'OBSERVATIONS.
 BK2931'
 BK2931'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 BK2931'WEST OF JENNINGS AND 3.2 KM (2.0 MI) EAST-SOUTHEAST OF WELSH.
 BK2931'OWNERSHIP--MR. J. E. MCCOWN, ROUTE 2 BOX 602, WELSH, LA., TELEPHONE
 BK2931'318-734-2792.
 BK2931'
 BK2931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK2931'HIGHWAY 375 IN ROANOKE, GO WEST ON HIGHWAY 90 5.0 KM (3.1 MI) TO
 BK2931'MCCOWN ROAD. TURN LEFT, SOUTH, GO FOR 0.8 KM (0.5 MI) TO A
 BK2931'CROSSROADS. TURN LEFT, EAST, GO FOR 0.1 KM (0.05 MI) TO THE
 BK2931'DRIVEWAY OF MR. MCCOWNS HOME AND THE STATION NEAR THE HOUSE.
 BK2931'
 BK2931'THE STATION IS A STANDARD CGS DISK
 BK2931'STAMPED---WELSH 1931---,
 BK2931'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BK2931'30 CM ON SIDE RECESSED 36 CM BELOW GROUND.  LOCATED
 BK2931'58.5 METERS (192 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A
 BK2931'TWO STORY FRAME HOUSE,
 BK2931'39.9 METERS (131 FT) EAST FROM THE REFERENCE MARK 2,
 BK2931'31.7 METERS (104 FT) SOUTHEAST FROM A FENCE CORNER,
 BK2931'25.0 METERS (82 FT) EAST FROM A NORTH-SOUTH FENCE LINE AND
 BK2931'18.9 METERS (62 FT) SOUTH FROM A EAST-WEST FENCE LINE.
 BK2931'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 BK2931'STAMPED---WELSH 1931---,
 BK2931'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 BK2931'
 BK2931'DESCRIBED BY RDB. TYPED BY WJR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2932 ***********************************************************************
 BK2932  DESIGNATION -  WELSH E MUNICIPAL TANK
 BK2932  PID         -  BK2932
 BK2932  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2932  USGS QUAD   -  WELSH SOUTH (1985)
 BK2932
 BK2932                         *CURRENT SURVEY CONTROL
 BK2932  ___________________________________________________________________
 BK2932* NAD 83(1992)-  30 14 14.10025(N)    092 48 47.24923(W)     ADJUSTED  
 BK2932* NAVD 88     -                                                        
 BK2932  **This station is located in a subsidence area (see below).
 BK2932  ___________________________________________________________________
 BK2932  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2932  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2932
 BK2932  HORZ ORDER  -  THIRD
 BK2932
 BK2932.The horizontal coordinates were established by classical geodetic methods
 BK2932.and adjusted by the National Geodetic Survey in January 1993..
 BK2932
 BK2932 ** The orthometric height has not been validated since last determined
 BK2932 ** by differential leveling and should not be used for control purposes.
 BK2932 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2932 ** area with valid NAVD 88 orthometric heights.
 BK2932 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2932 ** epoch indicated which incorporates improved geoid heights for the
 BK2932 ** Southern Louisiana Subsidence area.
 BK2932 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2932
 BK2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2932
 BK2932.The geoid height was determined by GEOID03.
 BK2932
 BK2932;                    North         East     Units Scale Factor Converg.
 BK2932;SPC LA S     -   193,484.408   857,574.603   MT  0.99993422   -0 44 23.7
 BK2932;SPC LA S     -   634,790.10  2,813,559.34   sFT  0.99993422   -0 44 23.7
 BK2932;UTM  15      - 3,345,089.824   517,980.671   MT  0.99960399   +0 05 38.8
 BK2932
 BK2932                          SUPERSEDED SURVEY CONTROL
 BK2932
 BK2932  NAD 83(1986)-  30 14 14.12114(N)    092 48 47.24402(W) AD(       ) 4
 BK2932  NAD 27      -  30 14 13.37384(N)    092 48 46.71973(W) AD(       ) 3
 BK2932
 BK2932.Superseded values are not recommended for survey control.
 BK2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2932.See file dsdata.txt to determine how the superseded data were derived.
 BK2932
 BK2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1798145090(NAD 83)
 BK2932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2932+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BK2932
 BK2932  HISTORY     - Date     Condition        Report By
 BK2932  HISTORY     - UNK      MONUMENTED
 BK2932  HISTORY     - 1974     GOOD             NGS
 BK2932  HISTORY     - 19970125 GOOD             USPSQD
 BK2932  HISTORY     - 19981017 GOOD             USPSQD
 BK2932  HISTORY     - 20031220 GOOD             USPSQD
 BK2932  HISTORY     - 20050204 GOOD             USPSQD
 BK2932
 BK2932                          STATION DESCRIPTION
 BK2932
 BK2932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2932'THE STATION IS THE TOP CENTER OF THE WELSH, EAST, MUNICIPAL WATER
 BK2932'TANK, LOCATED IN THE EAST EDGE OF WELSH.  IT IS A 6-LEGGED STEEL
 BK2932'STRUCTURE, WITH OVAL TANK, PAINTED SILVER, HAS THE LETTERS WELSH,
 BK2932'LA. IN BLACK, AND AN OVERALL HEIGHT OF 165 FEET.
 BK2932'
 BK2932'TO REACH FROM THE POST OFFICE IN WELSH, GO EAST ON E SOUTH STREET
 BK2932'FOR 0.45 MILE TO STATION ON THE LEFT.
 BK2932
 BK2932                          STATION RECOVERY (1997)
 BK2932
 BK2932'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2932'RECOVERED IN GOOD CONDITION.
 BK2932
 BK2932                          STATION RECOVERY (1998)
 BK2932
 BK2932'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2932'RECOVERED IN GOOD CONDITION.
 BK2932
 BK2932                          STATION RECOVERY (2003)
 BK2932
 BK2932'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BK2932'RECOVERED IN GOOD CONDITION.
 BK2932
 BK2932                          STATION RECOVERY (2005)
 BK2932
 BK2932'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK2932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2934 ***********************************************************************
 BK2934  DESIGNATION -  WELSH EVANGELINE MICROWAVE
 BK2934  PID         -  BK2934
 BK2934  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2934  USGS QUAD   -  WELSH SOUTH (1985)
 BK2934
 BK2934                         *CURRENT SURVEY CONTROL
 BK2934  ___________________________________________________________________
 BK2934* NAD 83(1992)-  30 14 13.31728(N)    092 49 15.54446(W)     ADJUSTED  
 BK2934* NAVD 88     -                                                        
 BK2934  **This station is located in a subsidence area (see below).
 BK2934  ___________________________________________________________________
 BK2934  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2934  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2934
 BK2934  HORZ ORDER  -  THIRD
 BK2934
 BK2934.The horizontal coordinates were established by classical geodetic methods
 BK2934.and adjusted by the National Geodetic Survey in January 1993..
 BK2934
 BK2934 ** The orthometric height has not been validated since last determined
 BK2934 ** by differential leveling and should not be used for control purposes.
 BK2934 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2934 ** area with valid NAVD 88 orthometric heights.
 BK2934 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2934 ** epoch indicated which incorporates improved geoid heights for the
 BK2934 ** Southern Louisiana Subsidence area.
 BK2934 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2934
 BK2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2934
 BK2934.The geoid height was determined by GEOID03.
 BK2934
 BK2934;                    North         East     Units Scale Factor Converg.
 BK2934;SPC LA S     -   193,470.096   856,817.853   MT  0.99993420   -0 44 37.8
 BK2934;SPC LA S     -   634,743.14  2,811,076.57   sFT  0.99993420   -0 44 37.8
 BK2934;UTM  15      - 3,345,064.507   517,224.459   MT  0.99960366   +0 05 24.5
 BK2934
 BK2934                          SUPERSEDED SURVEY CONTROL
 BK2934
 BK2934  NAD 83(1986)-  30 14 13.33787(N)    092 49 15.53847(W) AD(       ) 4
 BK2934  NAD 27      -  30 14 12.58959(N)    092 49 15.01127(W) AD(       ) 3
 BK2934
 BK2934.Superseded values are not recommended for survey control.
 BK2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2934.See file dsdata.txt to determine how the superseded data were derived.
 BK2934
 BK2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1722445065(NAD 83)
 BK2934_MARKER: 45 = MICROWAVE TOWER
 BK2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2934+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 BK2934
 BK2934  HISTORY     - Date     Condition        Report By
 BK2934  HISTORY     - 1974     FIRST OBSERVED   NGS
 BK2934  HISTORY     - 19970125 GOOD             USPSQD
 BK2934  HISTORY     - 19981017 GOOD             USPSQD
 BK2934  HISTORY     - 20050204 GOOD             USPSQD
 BK2934
 BK2934                          STATION DESCRIPTION
 BK2934
 BK2934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2934'THE STATION IS THE LIGHT ATOP THE WELSH, EVANGELINE TELEPHONE
 BK2934'COMPANY, MICRO-WAVE TOWER, LOCATED IN WELSH.  IT IS A 4-LEGGED STEEL
 BK2934'STRUCTURE, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, WITH AN
 BK2934'OVERALL HEIGHT OF 175 FEET.
 BK2934'
 BK2934'LOCATED ABOUT 200 FEET NORTHWEST OF THE POST OFFICE IN WELSH.
 BK2934
 BK2934                          STATION RECOVERY (1997)
 BK2934
 BK2934'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2934'RECOVERED IN GOOD CONDITION.
 BK2934
 BK2934                          STATION RECOVERY (1998)
 BK2934
 BK2934'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK2934'RECOVERED IN GOOD CONDITION.
 BK2934
 BK2934                          STATION RECOVERY (2005)
 BK2934
 BK2934'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK2934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2925 ***********************************************************************
 BK2925  DESIGNATION -  WELSH MUNICIPAL TANK
 BK2925  PID         -  BK2925
 BK2925  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2925  USGS QUAD   -  WELSH SOUTH (1985)
 BK2925
 BK2925                         *CURRENT SURVEY CONTROL
 BK2925  ___________________________________________________________________
 BK2925* NAD 83(1992)-  30 14 14.06669(N)    092 49 11.28816(W)     ADJUSTED  
 BK2925* NAVD 88     -                                                        
 BK2925  **This station is located in a subsidence area (see below).
 BK2925  ___________________________________________________________________
 BK2925  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2925  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2925
 BK2925  HORZ ORDER  -  THIRD
 BK2925
 BK2925.The horizontal coordinates were established by classical geodetic methods
 BK2925.and adjusted by the National Geodetic Survey in January 1993..
 BK2925
 BK2925 ** The orthometric height has not been validated since last determined
 BK2925 ** by differential leveling and should not be used for control purposes.
 BK2925 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2925 ** area with valid NAVD 88 orthometric heights.
 BK2925 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2925 ** epoch indicated which incorporates improved geoid heights for the
 BK2925 ** Southern Louisiana Subsidence area.
 BK2925 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2925
 BK2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2925
 BK2925.The geoid height was determined by GEOID03.
 BK2925
 BK2925;                    North         East     Units Scale Factor Converg.
 BK2925;SPC LA S     -   193,491.693   856,931.939   MT  0.99993422   -0 44 35.7
 BK2925;SPC LA S     -   634,814.00  2,811,450.87   sFT  0.99993422   -0 44 35.7
 BK2925;UTM  15      - 3,345,087.754   517,338.181   MT  0.99960371   +0 05 26.7
 BK2925
 BK2925                          SUPERSEDED SURVEY CONTROL
 BK2925
 BK2925  NAD 83(1986)-  30 14 14.08737(N)    092 49 11.28256(W) AD(       ) 4
 BK2925  NAD 27      -  30 14 13.34105(N)    092 49 10.75898(W) AD(       ) 3
 BK2925
 BK2925.Superseded values are not recommended for survey control.
 BK2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2925.See file dsdata.txt to determine how the superseded data were derived.
 BK2925
 BK2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP1733845088(NAD 83)
 BK2925_MARKER: 51 = TANK
 BK2925
 BK2925  HISTORY     - Date     Condition        Report By
 BK2925  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK2925
 BK2925                          STATION DESCRIPTION
 BK2925
 BK2925'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3006 ***********************************************************************
 BX3006  DESIGNATION -  WENDI
 BX3006  PID         -  BX3006
 BX3006  STATE/COUNTY-  LA/SABINE
 BX3006  USGS QUAD   -  PLEASANT HILL (1989)
 BX3006
 BX3006                         *CURRENT SURVEY CONTROL
 BX3006  ___________________________________________________________________
 BX3006* NAD 83(1992)-  31 45 47.66100(N)    093 30 45.66580(W)     ADJUSTED  
 BX3006* NAVD 88     -        97.2    (meters)     319.     (feet)  VERTCON   
 BX3006  ___________________________________________________________________
 BX3006  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BX3006  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BX3006
 BX3006  HORZ ORDER  -  SECOND
 BX3006
 BX3006.The horizontal coordinates were established by classical geodetic methods
 BX3006.and adjusted by the National Geodetic Survey in January 1993..
 BX3006
 BX3006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3006
 BX3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3006
 BX3006.The geoid height was determined by GEOID03.
 BX3006
 BX3006;                    North         East     Units Scale Factor Converg.
 BX3006;SPC LA N     -   140,509.683   904,072.369   MT  0.99991836   -0 32 07.5
 BX3006;SPC LA N     -   460,988.85  2,966,110.76   sFT  0.99991836   -0 32 07.5
 BX3006;UTM  15      - 3,514,307.377   451,449.852   MT  0.99962907   -0 16 11.6
 BX3006
 BX3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3006!SPC LA N     -   0.99998884  x   0.99991836  =   0.99990720
 BX3006!UTM  15      -   0.99998884  x   0.99962907  =   0.99961791
 BX3006
 BX3006:                Primary Azimuth Mark                     Grid Az
 BX3006:SPC LA N     -  PLEASANT HILL RAD STA KOB 756            050 38 40.2
 BX3006:UTM  15      -  PLEASANT HILL RAD STA KOB 756            050 22 44.3
 BX3006
 BX3006|---------------------------------------------------------------------|
 BX3006| PID    Reference Object                     Distance      Geod. Az  |
 BX3006|                                                           dddmmss.s |
 BX3006| BX2874 PLEASANT HILL RAD STA KOB 756       APPROX. 4.8 KM 0500632.7 |
 BX3006| CV8606 WENDI AZ MK                                        0535802.2 |
 BX3006| BX3005 WENDI LDH 1971 RM 1                  19.660 METERS 11339     |
 BX3006| CV8607 WENDI RM 2                           18.206 METERS 18848     |
 BX3006|---------------------------------------------------------------------|
 BX3006
 BX3006                          SUPERSEDED SURVEY CONTROL
 BX3006
 BX3006  NAD 83(1986)-  31 45 47.67240(N)    093 30 45.66044(W) AD(       ) 2
 BX3006  NAD 27      -  31 45 47.06833(N)    093 30 45.02073(W) AD(       ) 2
 BX3006  NGVD 29 (07/19/86)   97.3    (m)          319.     (f) VERT ANG       
 BX3006
 BX3006.Superseded values are not recommended for survey control.
 BX3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3006.See file dsdata.txt to determine how the superseded data were derived.
 BX3006
 BX3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR5145014307(NAD 83)
 BX3006_MARKER: DD = SURVEY DISK
 BX3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3006
 BX3006  HISTORY     - Date     Condition        Report By
 BX3006  HISTORY     - 1971     MONUMENTED       LADH
 BX3006  HISTORY     - 20010331 GOOD             NGS
 BX3006
 BX3006                          STATION DESCRIPTION
 BX3006
 BX3006'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX3006'THE STATION IS LOCATED 4 MILES SOUTH OF PLEASANT HILL, 3 MILES NORTH
 BX3006'OF BELMONT AND 12 MILES NORTHEAST OF ZWOLLE, IN THE SOUTHEAST 1/4
 BX3006'OF SECTION 17, T9N, R11W, AND ON THE PROPERTY OWNED BY JESSIE D.
 BX3006'STEVENS, ADDRESS ROUTE 1, BOX 55A, PLEASANT HILL, LOUISIANA.
 BX3006'
 BX3006'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 174 AND 175
 BX3006'IN PLEASANT HILL GO SOUTH ON STATE HIGHWAY 175 FOR 4.0 MILES TO A
 BX3006'DIRT ROAD ON THE RIGHT LEADING TO A HOUSE ON THE TOP OF A HIGH
 BX3006'HILL, TURN RIGHT AND GO WEST ALONG THE DIRT ROAD FOR APPROXIMATELY
 BX3006'0.2 MILE TO A HILL TOP AND THE STATION WHICH IS SET ON THE LEFT
 BX3006'AND SOUTH OF THE ROAD NEAR A HOUSE AND FENCE.
 BX3006'
 BX3006'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG THE DIRT
 BX3006'ROAD FOR 0.2 MILE TO STATE HIGHWAY 175, TURN LEFT AND GO NORTH ON
 BX3006'STATE HIGHWAY 175 FOR 0.1 MILE TO A PARISH ROAD LEADING EAST.  THE
 BX3006'MARK IS SET TO THE NORTH OF THE PARISH ROAD AND EAST OF STATE
 BX3006'HIGHWAY 175 NEAR A FENCE.
 BX3006'
 BX3006'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3006'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3006'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX3006'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX3006'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX3006'STAMPED WENDI 1971.  THE MARK IS 60 FEET EAST OF THE CENTER OF A
 BX3006'METAL GATE, 16 FEET NORTHWEST OF A 24 INCH CHERRY TREE, 8
 BX3006'FEET SOUTH OF THE CENTER OF A DIRT ROAD, 2.5 FEET NORTHEAST OF A
 BX3006'FENCE CORNER, AND 2 FEET NORTHEAST OF A METAL WITNESS POST AND
 BX3006'SIGN.
 BX3006'
 BX3006'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3006'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3006'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3006'STAMPED WENDI R. M. 1 1971.  IT IS 66 FEET EAST OF A FENCE CORNER,
 BX3006'58 FEET EAST-NORTHEAST OF A 24 INCH CHERRY TREE, 17 FEET SOUTH OF
 BX3006'THE CENTER OF A DIRT ROAD, AND 2 FEET SOUTHWEST OF A FENCE CORNER.
 BX3006'
 BX3006'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3006'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3006'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3006'STAMPED WENDI R. M. 2 1971.  IT IS 84 FEET WEST-NORTHWEST OF A
 BX3006'POWER POLE WITH A TRANSFORMER, 58 FEET SOUTH OF A FENCE CORNER, 44
 BX3006'FEET SOUTH OF A 24 INCH CHERRY TREE, AND 1.5 FEET EAST OF A
 BX3006'FENCE CORNER.
 BX3006'
 BX3006'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX3006'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX3006'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX3006'STAMPED WENDI AZ. MK. 1971.  IT IS 55 FEET EAST OF THE CENTER OF
 BX3006'STATE HIGHWAY 175, 42 FEET NORTH OF THE CENTER OF A PARISH ROAD, 29
 BX3006'FEET NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT, 2.5 FEET
 BX3006'WEST OF A FENCE, AND 1.5 FEET WEST OF A METAL WITNESS POST AND
 BX3006'SIGN.
 BX3006'
 BX3006'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX3006
 BX3006                          STATION RECOVERY (2001)
 BX3006
 BX3006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3006'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2759 ***********************************************************************
 AU2759  DESIGNATION -  WENN
 AU2759  PID         -  AU2759
 AU2759  STATE/COUNTY-  LA/JEFFERSON
 AU2759  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2759
 AU2759                         *CURRENT SURVEY CONTROL
 AU2759  ___________________________________________________________________
 AU2759* NAD 83(1992)-  29 52 16.02908(N)    090 04 10.03278(W)     ADJUSTED  
 AU2759* NAVD 88     -        17.5  **(meters)      57.   **(feet)  VERTCON   
 AU2759  **This station is located in a subsidence area (see below).
 AU2759  ___________________________________________________________________
 AU2759  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2759  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AU2759
 AU2759  HORZ ORDER  -  SECOND
 AU2759
 AU2759.The horizontal coordinates were established by classical geodetic methods
 AU2759.and adjusted by the National Geodetic Survey in January 1993..
 AU2759
 AU2759 ** The orthometric height has not been validated since last determined
 AU2759 ** by differential leveling and should not be used for control purposes.
 AU2759 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2759 ** area with valid NAVD 88 orthometric heights.
 AU2759 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2759 ** epoch indicated which incorporates improved geoid heights for the
 AU2759 ** Southern Louisiana Subsidence area.
 AU2759 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2759
 AU2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2759
 AU2759.The geoid height was determined by GEOID03.
 AU2759
 AU2759;                    North         East     Units Scale Factor Converg.
 AU2759;SPC LA S     -   152,654.181 1,122,093.094   MT  0.99992829   +0 37 55.0
 AU2759;SPC LA S     -   500,832.93  3,681,400.43   sFT  0.99992829   +0 37 55.0
 AU2759;UTM  15      - 3,308,111.947   783,071.569   MT  1.00058876   +1 27 37.9
 AU2759;UTM  16      - 3,308,462.338   203,504.550   MT  1.00068478   -1 31 47.5
 AU2759
 AU2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2759!SPC LA S     -   1.00000131  x   0.99992829  =   0.99992960
 AU2759!UTM  15      -   1.00000131  x   1.00058876  =   1.00059007
 AU2759!UTM  16      -   1.00000131  x   1.00068478  =   1.00068609
 AU2759
 AU2759:                Primary Azimuth Mark                     Grid Az
 AU2759:SPC LA S     -  WENN AZ MK                               155 51 32.0
 AU2759:UTM  15      -  WENN AZ MK                               155 01 49.1
 AU2759:UTM  16      -  WENN AZ MK                               158 01 14.5
 AU2759
 AU2759|---------------------------------------------------------------------|
 AU2759| PID    Reference Object                     Distance      Geod. Az  |
 AU2759|                                                           dddmmss.s |
 AU2759| DD8240 WENN AZ MK                                         1562927.0 |
 AU2759| AU2760 WENN RM 1                             6.335 METERS 28821     |
 AU2759| AU2668 HARVEY MUNICIPAL WATER TANK         APPROX. 2.3 KM 3034502.2 |
 AU2759|---------------------------------------------------------------------|
 AU2759
 AU2759                          SUPERSEDED SURVEY CONTROL
 AU2759
 AU2759  NAD 83(1986)-  29 52 16.04377(N)    090 04 10.03309(W) AD(       ) 2
 AU2759  NAD 27      -  29 52 15.30126(N)    090 04 09.77398(W) AD(       ) 2
 AU2759  NGVD 29 (07/19/86)   17.6    (m)           58.     (f) VERT ANG       
 AU2759
 AU2759.Superseded values are not recommended for survey control.
 AU2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2759.See file dsdata.txt to determine how the superseded data were derived.
 AU2759
 AU2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8307208112(NAD 83)
 AU2759_MARKER: DD = SURVEY DISK
 AU2759_SETTING: 0 = UNSPECIFIED SETTING
 AU2759
 AU2759  HISTORY     - Date     Condition        Report By
 AU2759  HISTORY     - 1972     MONUMENTED       LADH
 AU2759
 AU2759                          STATION DESCRIPTION
 AU2759
 AU2759'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AU2759'THE STATION IS LOCATED 5 MILES EAST OF WESTWEGO, 5 MILES SOUTH OF
 AU2759'DOWNTOWN NEW ORLEANS AND 3 MILES SOUTHWEST OF GRETNA, IN THE
 AU2759'SOUTHEAST QUARTER OF SECTION 44, T14S, R24E, AND ON THE PROPERTY
 AU2759'OWNED BY THE LOUISIANA DEPARTMENT OF HIGHWAYS.
 AU2759'
 AU2759'TO REACH THE STATION FROM THE HARVEY TUNNEL ON THE WEST BANK
 AU2759'EXPRESSWAY, DRIVE SOUTHEAST ALONG STATE HIGHWAY 3017 FOR 1.7 MILES
 AU2759'TO THE LAPALCO BOULEVARD HARVEY CANAL BRIDGE.  THE STATION IS SET
 AU2759'ON THE SOUTHEAST SECTION OF THE BRIDGE NEAR THE BRIDGE TENDERS
 AU2759'HOUSE.
 AU2759'
 AU2759'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ALONG STATE
 AU2759'HIGHWAY 3017 FOR 1.10 MILES.  THE MARK IS SET ON THE LEFT AND EAST
 AU2759'OF THE HIGHWAY NEAR A LOUISIANA POWER AND LIGHT SUB-STATION.
 AU2759'
 AU2759'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2759'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 AU2759'CONCRETE DECK OF THE LAPALCO BOULEVARD BRIDGE FLUSH WITH THE
 AU2759'CONCRETE DECK.  IT IS STAMPED WENN 1972.  IT IS 45 FEET SOUTH OF THE
 AU2759'CENTER OF THE LAPALCO BOULEVARD BRIDGE, 19 FEET SOUTHEAST OF THE
 AU2759'NORTHEAST CORNER OF THE BRIDGE TENDERS HOUSE, 18 FEET SOUTH OF
 AU2759'THE SOUTHEAST CORNER OF THE BRIDGE TENDERS HOUSE, AND 3 FEET
 AU2759'NORTHWEST OF A CONCRETE RAIL ON THE BRIDGE.
 AU2759'
 AU2759'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2759'U. S. COAST AND GEODETIC SURVEY DISK SET IN A DRILL HOLE IN THE
 AU2759'CONCRETE DECK ON THE LAPALCO BOULEVARD BRIDGE FLUSH WITH THE
 AU2759'CONCRETE DECK.  IT IS STAMPED WENN R. M. 1 1972.  IT IS 33 FEET
 AU2759'SOUTH OF THE CENTER OF THE LAPALCO BRIDGE, 18 FEET WEST OF THE
 AU2759'WEST END OF A METAL GUARD RAIL, 7 FEET NORTH OF THE NORTHEAST CORNER
 AU2759'OF THE BRIDGE TENDERS HOUSE, AND 2 FEET SOUTH OF THE CURB ON THE
 AU2759'ROADWAY.
 AU2759'
 AU2759'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AU2759'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AU2759'CYLINDRICAL CONCRETE MONUMENT THIS IS FLUSH WITH THE GROUND.  IT IS
 AU2759'STAMPED WENN AZ. MK. 1972.  IT IS 52 FEET EAST OF THE CENTER OF
 AU2759'PETERS ROAD, 22 FEET SOUTHWEST OF THE CENTER OF A METAL GATE
 AU2759'(ENTRANCE TO LOUISIANA POWER AND LIGHT SUB STATION), 14 FEET
 AU2759'SOUTH OF THE CENTER OF A SHELL DRIVE, 8 FEET EAST NORTHEAST OF A
 AU2759'METAL WITNESS POST AND SIGN, 7 FEET NORTHEAST OF A POWER POLE.
 AU2759'
 AU2759'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1538 ***********************************************************************
 BH1538  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1538  DESIGNATION -  WES 15
 BH1538  PID         -  BH1538
 BH1538  STATE/COUNTY-  LA/ORLEANS
 BH1538  USGS QUAD   -  RIGOLETS (1993)
 BH1538
 BH1538                         *CURRENT SURVEY CONTROL
 BH1538  ___________________________________________________________________
 BH1538* NAD 83(1992)-  30 10 01.32085(N)    089 44 16.29002(W)     ADJUSTED  
 BH1538* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 BH1538  **This station is located in a subsidence area (see below).
 BH1538  ___________________________________________________________________
 BH1538  X           -      25,250.420 (meters)                     COMP
 BH1538  Y           -  -5,518,895.432 (meters)                     COMP
 BH1538  Z           -   3,186,383.072 (meters)                     COMP
 BH1538  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BH1538  ELLIP HEIGHT-         -25.36  (meters)          (09/30/02) GPS OBS
 BH1538  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BH1538  DYNAMIC HT  -           1.3   (meters)       4.    (feet)  COMP
 BH1538  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 BH1538  OBS GRAVITY -     979,332.4   (mgal)                       GRAV_OBS
 BH1538
 BH1538  HORZ ORDER  -  FIRST
 BH1538  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH1538  ELLP ORDER  -  FOURTH    CLASS I
 BH1538
 BH1538.The horizontal coordinates were established by GPS observations
 BH1538.and adjusted by the National Geodetic Survey in May 1994..
 BH1538
 BH1538 ** The orthometric height has not been validated since last determined
 BH1538 ** by differential leveling and should not be used for control purposes.
 BH1538 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1538 ** area with valid NAVD 88 orthometric heights.
 BH1538 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1538 ** epoch indicated which incorporates improved geoid heights for the
 BH1538 ** Southern Louisiana Subsidence area.
 BH1538 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1538.The orthometric height was scaled from a topographic map.
 BH1538.The vertical order pertains to the first NAVD 88 superseded value.
 BH1538
 BH1538.This Tidal Bench Mark is designated as VM 7159
 BH1538.by the Center for Operational Oceanographic Products and Services.
 BH1538
 BH1538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1538
 BH1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1538
 BH1538.The ellipsoidal height was determined by GPS observations
 BH1538.and is referenced to NAD 83.
 BH1538
 BH1538.The geoid height was determined by GEOID03.
 BH1538
 BH1538.The dynamic height is computed by dividing the NAVD 88
 BH1538.geopotential number by the normal gravity value computed on the
 BH1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1538.degrees latitude (g = 980.6199 gals.).
 BH1538
 BH1538.The modeled gravity was interpolated from observed gravity values.
 BH1538.The observed gravity was obtained from relative gravimeter ties
 BH1538.to the IGSN71 gravity network.
 BH1538
 BH1538;                    North         East     Units Scale Factor Converg.
 BH1538;SPC LA S     -   185,851.188 1,153,667.258   MT  0.99992993   +0 47 51.9
 BH1538;SPC LA S     -   609,746.77  3,784,990.00   sFT  0.99992993   +0 47 51.9
 BH1538;UTM  16      - 3,340,461.477   236,333.211   MT  1.00045778   -1 22 35.9
 BH1538
 BH1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1538!SPC LA S     -   1.00000398  x   0.99992993  =   0.99993391
 BH1538!UTM  16      -   1.00000398  x   1.00045778  =   1.00046176
 BH1538
 BH1538                          SUPERSEDED SURVEY CONTROL
 BH1538
 BH1538  ELLIP H (05/13/94)  -25.34   (m)                       GP(       ) 4 1
 BH1538  NAD 83(1992)-  30 10 01.32089(N)    089 44 16.29001(W) AD(       ) 1
 BH1538  ELLIP H (01/21/93)  -25.34   (m)                       GP(       ) 4 2
 BH1538  NAD 83(1986)-  30 10 01.33827(N)    089 44 16.28739(W) AD(       ) 1
 BH1538  NAD 27      -  30 10 00.62380(N)    089 44 16.06515(W) AD(       ) 1
 BH1538  NAVD 88 (02/14/94)    1.343  (m)            4.41   (f) UNKNOWN     1 1
 BH1538  NAVD 88 (06/15/91)    1.348  (m)            4.42   (f) UNKNOWN     1 1
 BH1538  NGVD 29 (05/21/91)    1.407  (m)            4.62   (f) ADJUSTED    1 1
 BH1538
 BH1538.Superseded values are not recommended for survey control.
 BH1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1538.See file dsdata.txt to determine how the superseded data were derived.
 BH1538
 BH1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3633340461(NAD 83)
 BH1538_MARKER: DD = SURVEY DISK
 BH1538_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH1538_SP_SET: COPPER-CLAD STEEL ROD
 BH1538_STAMPING: WES 15 1978
 BH1538_MARK LOGO: USE   
 BH1538_PROJECTION: FLUSH
 BH1538_MAGNETIC: I = MARKER IS A STEEL ROD
 BH1538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1538+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1994
 BH1538_ROD/PIPE-DEPTH: 18.3 meters
 BH1538
 BH1538  HISTORY     - Date     Condition        Report By
 BH1538  HISTORY     - 1978     MONUMENTED       USE
 BH1538  HISTORY     - 1984     GOOD             LA-051
 BH1538  HISTORY     - 1985     GOOD             NGS
 BH1538  HISTORY     - 1986     GOOD             NGS
 BH1538  HISTORY     - 1987     GOOD             LADTD
 BH1538  HISTORY     - 19880920 GOOD             LADTD
 BH1538  HISTORY     - 19891022 GOOD             NGS
 BH1538  HISTORY     - 19941018 GOOD             NGS
 BH1538
 BH1538                          STATION DESCRIPTION
 BH1538
 BH1538'DESCRIBED BY US ENGINEERS 1978
 BH1538'23.0 MI EAST FROM NEW ORLEANS.
 BH1538'ABOUT 23.0 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE HIGHWAY UNDERPASS
 BH1538'FOR INTERSTATE HIGHWAY 10 AT NEW ORLEANS, 1.0 MILE WEST OF THE
 BH1538'JUNCTION OF STATE HIGHWAY 433 ACROSS FORT PIKE BRIDGE, 76.5 FT.
 BH1538'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.3 FT. SOUTHEAST OF THE
 BH1538'WEST END OF A CRESOTE RETAINING WALL, AND 224.5 FT. WEST OF THE FORT
 BH1538'PIKE BRIDGE CLEARANCE POLE.
 BH1538'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 BH1538
 BH1538                          STATION RECOVERY (1984)
 BH1538
 BH1538'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BH1538'RECOVERED IN GOOD CONDITION.
 BH1538
 BH1538                          STATION RECOVERY (1985)
 BH1538
 BH1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1538'RECOVERED IN GOOD CONDITION.
 BH1538
 BH1538                          STATION RECOVERY (1986)
 BH1538
 BH1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1538'RECOVERED IN GOOD CONDITION.
 BH1538
 BH1538                          STATION RECOVERY (1987)
 BH1538
 BH1538'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BH1538'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BH1538'A NEW DESCRIPTION FOLLOWS.
 BH1538'
 BH1538'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTHEAST OF SLIDEL,
 BH1538'ACROSS THE HIGHWAY FROM FORT PIKE.
 BH1538'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BH1538'
 BH1538'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BH1538'STATE HIGHWAY 433 ON THE SOUTHEAST SIDE OF SLIDEL, GO
 BH1538'SOUTHEAST FOR 9.87 KM (6.15 MI) ON HIGHWAY 433 TO A FORK.
 BH1538'TURN RIGHT AND GO SOUTHWEST FOR 0.39 KM (0.25 MI) ON THE HIGHWAY TO
 BH1538'THE JUNCTION WITH U.S. HIGHWAY 90.
 BH1538'TURN RIGHT AND GO SOUTHWEST FOR 1.36 KM (0.85 MI) ON HIGHWAY 90 TO
 BH1538'THE SOUTHWEST END OF THE RIGOLETS BRIDGE.  CONTINUE AHEAD FOR ABOUT
 BH1538'70 METERS (225 FT) TO THE STATION ON THE RIGHT.
 BH1538'
 BH1538'THE STATION IS A STANDARD USE DISK
 BH1538'STAMPED---WES 15 1978---,
 BH1538'SET INTO ATTACHED TO A STEEL ROD ABOUT 5 CM (2 INCHES) BELOW THE
 BH1538'GROUND AND SURROUNDED BY A 6-INCH PVC PIPE.
 BH1538'20.6 METERS (67.6 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 BH1538'1.7 METERS (5.6 FT) EAST FROM A PILING AT THE END OF A WALL,
 BH1538'1.6 METERS (5.3 FT) SOUTH FROM THE FIRST PILING NORTHEAST OF THE
 BH1538'SOUTHWEST END OF THE WALL,
 BH1538'1.5 METERS (4.9 FT) SOUTHEAST FROM A FLOODWALL AND
 BH1538'0.6 METERS (2 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 BH1538
 BH1538                          STATION RECOVERY (1988)
 BH1538
 BH1538'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1538'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) SOUTHEAST OF SLIDELL
 BH1538'ACROSS THE HIGHWAY FROM FORT PIKE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BH1538'TRANSPORTATION AND DEVELOPMENT.
 BH1538'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BH1538'STATE HIGHWAY 433 ON THE SOUTHEAST SIDE OF SLIDELL GO SOUTHEAST FOR
 BH1538'9.87 KM (6.15 MI) ON HIGHWAY 433 TO A FORK.  TURN RIGHT AND GO
 BH1538'SOUTHWEST FOR 0.39 KM (0.25 MI) ON THE HIGHWAY TO THE JUNCTION WITH U
 BH1538'S HIGHWAY 90.  TURN RIGHT AND GO SOUTHWEST FOR 1.36 KM (0.85 MI) ON
 BH1538'HIGHWAY 90 TO THE SOUTHWEST END OF THE RIGOLETS BRIDGE.  CONTINUE
 BH1538'AHEAD FOR ABOUT 70 M (229.7 FT) TO THE STATION ON THE RIGHT.
 BH1538'THE STATION IS A SURVEY DISK CRIMPED ONTO A STEEL ROD ABOUT 5 CM (2
 BH1538'INCHES) BELOW THE GROUND INSIDE A 6-INCH PVC PIPE, 20.6 M (67.6 FT)
 BH1538'NORTHWEST FROM THE CENTER OF THE HIGHWAY, 1.7 M (5.6 FT) EAST FROM A
 BH1538'PILING AT THE END OF A WALL, 1.6 M (5.2 FT) SOUTH FROM THE FIRST
 BH1538'PILING NORTHEAST OF THE SOUTHWEST END OF THE WALL, 1.5 M (4.9 FT)
 BH1538'SOUTHEAST FROM A FLOODWALL AND 0.6 M (2.0 FT) SOUTHEAST FROM A
 BH1538'FIBERGLASS WITNESS POST.
 BH1538
 BH1538                          STATION RECOVERY (1989)
 BH1538
 BH1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 BH1538'37.0 KM (23.0 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1538'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1538'1.6 KM (1.0 MI) WEST OF THE OF THE INTERSECTION OF STATE HIGHWAY 433,
 BH1538'68.4 M (224.4 FT) WEST OF THE FORT PIKE BRIDGE CLEARANCE POLE, 23.3 M
 BH1538'(76.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.2 M (7.2 FT)
 BH1538'SOUTHEAST OF THE WEST END OF A RETAINING WALL, 0.9 M (3.0 FT) BELOW
 BH1538'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF A WITNESS POST, AND
 BH1538'THE DISK IS FLUSH WITH THE GROUND SURFACE.
 BH1538
 BH1538                          STATION RECOVERY (1994)
 BH1538
 BH1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1538'37.1 KM (23.05 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1538'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1538'68.4 M (224.4 FT) SOUTHWEST OF A BRIDGE CLEARANCE POLE, 20.7 M (67.9
 BH1538'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) SOUTHWEST OF
 BH1538'THE SOUTHWEST END OF A RETAINING WALL, 0.9 M (3.0 FT) BELOW THE LEVEL
 BH1538'OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST.
 BH1538'NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE
 BH1538'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2833 ***********************************************************************
 BJ2833  DESIGNATION -  WES 17 B
 BJ2833  PID         -  BJ2833
 BJ2833  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2833  USGS QUAD   -  MANCHAC (1979)
 BJ2833
 BJ2833                         *CURRENT SURVEY CONTROL
 BJ2833  ___________________________________________________________________
 BJ2833* NAD 83(1986)-  30 17 24.     (N)    090 24 05.     (W)     SCALED    
 BJ2833* NAVD 88     -         3.333  (meters)      10.94   (feet)  ADJUSTED  
 BJ2833  ___________________________________________________________________
 BJ2833  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BJ2833  DYNAMIC HT  -           3.328 (meters)      10.92  (feet)  COMP
 BJ2833  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BJ2833
 BJ2833  VERT ORDER  -  FIRST     CLASS II
 BJ2833
 BJ2833.The horizontal coordinates were scaled from a topographic map and have
 BJ2833.an estimated accuracy of +/- 6 seconds.
 BJ2833
 BJ2833.The orthometric height was determined by differential leveling
 BJ2833.and adjusted by the National Geodetic Survey in February 1994..
 BJ2833
 BJ2833.The geoid height was determined by GEOID03.
 BJ2833
 BJ2833.The dynamic height is computed by dividing the NAVD 88
 BJ2833.geopotential number by the normal gravity value computed on the
 BJ2833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2833.degrees latitude (g = 980.6199 gals.).
 BJ2833
 BJ2833.The modeled gravity was interpolated from observed gravity values.
 BJ2833
 BJ2833;                    North         East    Units  Estimated Accuracy
 BJ2833;SPC LA S     -   198,780.    1,089,650.      MT  (+/- 180 meters Scaled)
 BJ2833
 BJ2833                          SUPERSEDED SURVEY CONTROL
 BJ2833
 BJ2833  NGVD 29 (??/??/??)    3.368  (m)           11.05   (f) ADJUSTED    1 2
 BJ2833
 BJ2833.Superseded values are not recommended for survey control.
 BJ2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2833.See file dsdata.txt to determine how the superseded data were derived.
 BJ2833
 BJ2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP499537(NAD 83)
 BJ2833_MARKER: DD = SURVEY DISK
 BJ2833_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ2833_SP_SET: BRIDGE ABUTMENT
 BJ2833_STAMPING: WES 17-B 1978
 BJ2833_MARK LOGO: USE   
 BJ2833_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2833+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1992
 BJ2833
 BJ2833  HISTORY     - Date     Condition        Report By
 BJ2833  HISTORY     - 1978     MONUMENTED       USE
 BJ2833  HISTORY     - 1986     GOOD             NGS
 BJ2833  HISTORY     - 19920618 GOOD             NGS
 BJ2833
 BJ2833                          STATION DESCRIPTION
 BJ2833
 BJ2833'DESCRIBED BY US ENGINEERS 1978
 BJ2833'IN MANCHAC.
 BJ2833'IN MANCHAC, AT THE NORTH END OF THE ILLINOIS CENTRAL RAILROAD OVERPASS
 BJ2833'SET IN THE TOP OF THE WEST CONCRETE WINGWALL, 60 FT. WEST OF THE WEST
 BJ2833'RAIL, AND 5.5 FT. EAST OF THE WEST END OF THE ABUTMENT.
 BJ2833'THE MARK IS 5.6 FT  E FROM A WITNESS POST.
 BJ2833
 BJ2833                          STATION RECOVERY (1986)
 BJ2833
 BJ2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2833'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 BJ2833'FOLLOWING CORRECTIONS.  DELETE 60 FEET WEST OF THE WEST RAIL, ADD
 BJ2833'1.77 METERS (5.8 FT) WEST OF WEST RAIL AND CHANGE RAILROAD OVERPASS TO
 BJ2833'RAILROAD TRESTLE.
 BJ2833
 BJ2833                          STATION RECOVERY (1992)
 BJ2833
 BJ2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ2833'16.9 KM (10.50 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ2833'THE JUNCTION OF STATE HIGHWAY 22 IN PONCHATOULA, IN TOP OF AND 1.6 M
 BJ2833'(5.2 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE
 BJ2833'RAILROAD BRIDGE SPANNING PASS MANCHAC, 1.8 M (5.9 FT) WEST OF THE
 BJ2833'NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH3007 ***********************************************************************
 BH3007  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BH3007  TIDAL BM    -  This is a Tidal Bench Mark.
 BH3007  DESIGNATION -  WES 19
 BH3007  PID         -  BH3007
 BH3007  STATE/COUNTY-  LA/ORLEANS
 BH3007  USGS QUAD   -  LITTLE WOODS (1994)
 BH3007
 BH3007                         *CURRENT SURVEY CONTROL
 BH3007  ___________________________________________________________________
 BH3007* NAD 83(1992)-  30 00 25.42356(N)    089 56 19.81680(W)     ADJUSTED  
 BH3007* NAVD 88     -        -0.11 **(meters)      -0.4  **(feet)  GPS OBS(2004.65)
 BH3007  **This station is located in a subsidence area (see below).
 BH3007  ___________________________________________________________________
 BH3007  EPOCH DATE  -        2004.65
 BH3007  X           -       5,900.851 (meters)                     COMP
 BH3007  Y           -  -5,527,839.247 (meters)                     COMP
 BH3007  Z           -   3,171,038.528 (meters)                     COMP
 BH3007  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BH3007  ELLIP HEIGHT-         -26.30  (meters)          (04/11/06) GPS OBS
 BH3007  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BH3007  DYNAMIC HT  -          -0.11  (meters)      -0.4   (feet)  COMP
 BH3007  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 BH3007
 BH3007  HORZ ORDER  -  FIRST
 BH3007  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH3007  ELLP ORDER  -  FOURTH    CLASS II
 BH3007
 BH3007.The horizontal coordinates were established by GPS observations
 BH3007.and adjusted by the National Geodetic Survey in April 2006..
 BH3007.The horizontal coordinates are valid at the epoch date displayed above.
 BH3007.The epoch date for horizontal control is a decimal equivalence
 BH3007.of Year/Month/Day.
 BH3007
 BH3007 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH3007 ** and geoid heights are valid at the date of observation. These heights
 BH3007 ** must always be validated when used as control.
 BH3007 ** The orthometric height was determined by GPS observations using
 BH3007 ** precise GPS observation and processing techniques and a new
 BH3007 ** realization of GEOID03. It supersedes the leveled height previously
 BH3007 ** determined for this station.
 BH3007 ** The geoid height was determined by a new realization of GEOID03 for the
 BH3007 ** epoch indicated which incorporates improved geoid heights for the
 BH3007 ** Southern Louisiana Subsidence area.
 BH3007 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH3007.The orthometric height was determined by GPS observations and a
 BH3007.high-resolution geoid model using precise GPS observation and
 BH3007.processing techniques. It supersedes the leveled height previously
 BH3007.determined for this station.
 BH3007.WARNING-GPS observations at this control monument resulted in a GPS
 BH3007.derived orthometric height which differed from the leveled height by
 BH3007.more than one decimeter (0.1 meter).
 BH3007.The vertical order pertains to the first NAVD 88 superseded value.
 BH3007
 BH3007.This Tidal Bench Mark is designated as VM 6520
 BH3007.by the Center for Operational Oceanographic Products and Services.
 BH3007
 BH3007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3007
 BH3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3007
 BH3007.The ellipsoidal height was determined by GPS observations
 BH3007.and is referenced to NAD 83.
 BH3007
 BH3007.The geoid height was determined by GEOID03.
 BH3007
 BH3007.The dynamic height is computed by dividing the NAVD 88
 BH3007.geopotential number by the normal gravity value computed on the
 BH3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3007.degrees latitude (g = 980.6199 gals.).
 BH3007
 BH3007.The modeled gravity was interpolated from observed gravity values.
 BH3007
 BH3007;                    North         East     Units Scale Factor Converg.
 BH3007;SPC LA S     -   167,867.783 1,134,526.830   MT  0.99992575   +0 41 50.2
 BH3007;SPC LA S     -   550,746.22  3,722,193.44   sFT  0.99992575   +0 41 50.2
 BH3007;UTM  16      - 3,323,205.859   216,513.373   MT  1.00059164   -1 28 14.6
 BH3007;UTM  15      - 3,323,515.270   795,291.801   MT  1.00067596   +1 31 55.3
 BH3007
 BH3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3007!SPC LA S     -   1.00000413  x   0.99992575  =   0.99992988
 BH3007!UTM  16      -   1.00000413  x   1.00059164  =   1.00059577
 BH3007!UTM  15      -   1.00000413  x   1.00067596  =   1.00068009
 BH3007
 BH3007                          SUPERSEDED SURVEY CONTROL
 BH3007
 BH3007  ELLIP H (01/21/03)  -26.19   (m)                       GP(       ) 4 2
 BH3007  NAD 83(1992)-  30 00 25.42395(N)    089 56 19.81619(W) AD(       ) 1
 BH3007  NAD 83(1992)-  30 00 25.42395(N)    089 56 19.81618(W) AD(       ) 1
 BH3007  ELLIP H (01/21/93)  -26.17   (m)                       GP(       ) 4 2
 BH3007  NAD 83(1986)-  30 00 25.44004(N)    089 56 19.81358(W) AD(       ) 1
 BH3007  NAVD 88 (12/05/96)    0.104  (m)            0.34   (f) ADJUSTED    1 2
 BH3007  NAVD 88 (02/14/94)    0.129  (m)            0.42   (f) UNKNOWN     1 2
 BH3007  NGVD 29 (05/21/91)    0.189  (m)            0.62   (f) ADJUSTED    1 2
 BH3007
 BH3007.Superseded values are not recommended for survey control.
 BH3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3007.See file dsdata.txt to determine how the superseded data were derived.
 BH3007
 BH3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1651323206(NAD 83)
 BH3007_MARKER: DD = SURVEY DISK
 BH3007_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH3007+WITH SETTING: INFORMATION.
 BH3007_SP_SET: METAL ROD DRIVEN INTO GROUND
 BH3007_STAMPING: WES 19 1978
 BH3007_MARK LOGO: USE   
 BH3007_PROJECTION: RECESSED 2 CENTIMETERS
 BH3007_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3007+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 BH3007
 BH3007  HISTORY     - Date     Condition        Report By
 BH3007  HISTORY     - 1978     MONUMENTED       USE
 BH3007  HISTORY     - 19890120 GOOD
 BH3007  HISTORY     - 19901102 GOOD             NGS
 BH3007  HISTORY     - 19950119 GOOD             NGS
 BH3007  HISTORY     - 20040801 GOOD             EMCINC
 BH3007  HISTORY     - 20060306 GOOD             3001
 BH3007
 BH3007                          STATION DESCRIPTION
 BH3007
 BH3007'DESCRIBED BY US ENGINEERS 1978
 BH3007'THE STATION IS LOCATED IN NEW ORLEANS NEAR THE SOUTHWEST CORNER OF THE
 BH3007'NOPSI POWER SUB-STATION PROPERTY AT THE STATE HIGHWAY 47 BRIDGE OVER
 BH3007'THE INTRACOASTAL WATERWAY, ABOUT 8 KM (4.95 MI) NORTH OF CHALMETTE AND
 BH3007'ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF MICHOUD.
 BH3007'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90 AND STATE
 BH3007'HIGHWAY 47 GO SOUTH FOR 1 KM (0.60 MI) ON HIGHWAY 47 TO THE NORTH END
 BH3007'OF THE HIGHWAY 47 BRIDGE OVER THE INTRACOASTAL WATERWAY.  CONTINUE
 BH3007'STRAIGHT AHEAD AND GO SOUTH FOR 0.5 KM (0.30 MI) ON THE PAVED ROAD
 BH3007'ALONG THE SIDE OF THE BRIDGE TO THE JUNCTION WITH OLD GENTILLY ROAD.
 BH3007'CONTINUE STRAIGHT AHEAD ACROSS OLD GENTILLY ROAD FOR 0.6 KM (0.35 MI)
 BH3007'ON THE PAVED ROAD TO AN ELECTRIC SUB-STATION ENTRANCE ON THE LEFT AND
 BH3007'THE STATION SET NEAR THE ENTRANCE TO THE SUB-STATION.
 BH3007'THE STATION IS A USE DISK CRIMPED ONTO A METAL ROD DRIVEN INTO THE
 BH3007'GROUND AND ENCASED IN A 5-INCH PVC PIPE FLUSH WITH THE GROUND 31.1 M
 BH3007'(102.0 FT) SOUTH FROM THE CENTER OF THE ENTRANCE GATE INTO THE
 BH3007'SUB-STATION, 1.2 WEST FROM A CHAIN LINK FENCE AND 0.6 M (2.0 FT) WEST
 BH3007'FROM A METAL WITNESS POST WITH A SIGN ATTACHED.
 BH3007
 BH3007                          STATION RECOVERY (1989)
 BH3007
 BH3007'RECOVERED 1989
 BH3007'RECOVERED IN GOOD CONDITION.
 BH3007
 BH3007                          STATION RECOVERY (1990)
 BH3007
 BH3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH3007'0.5 KM (0.3 MI) SOUTHERLY ALONG PARIS ROAD FROM THE JUNCTION OF
 BH3007'GENTILLY ROAD IN NEW ORLEANS, 80.0 M (262.5 FT) EAST OF THE CENTER OF
 BH3007'THE ROAD, 31.1 M (102.0 FT) SOUTH OF THE CENTER OF THE ENTRANCE GATE
 BH3007'LEADING TO A SUB-STATION, 1.2 M (3.9 FT) WEST OF A CHAIN-LINK FENCE,
 BH3007'AND 0.7 M (2.3 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED
 BH3007'IN A 5-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 BH3007
 BH3007                          STATION RECOVERY (1995)
 BH3007
 BH3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 BH3007'4.3 KM (2.65 MI) WESTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR HIGHWAY)
 BH3007'FROM THE JUNCTION OF INTERSTATE HIGHWAY 610 IN NEW ORLEANS, THENCE 4.5
 BH3007'KM (2.80 MI) EASTERLY ALONG GENTILLY ROAD, THENCE 0.6 KM (0.35 MI)
 BH3007'SOUTHERLY ALONG PARIS ROAD, 31.2 M (102.4 FT) SOUTH OF THE ROAD CENTER
 BH3007'AND A POWER PLANT ENTRANCE GATE, 15.8 M (51.8 FT) EAST OF THE CENTER
 BH3007'OF A GRAVEL ROAD, 1.1 M (3.6 FT) WEST OF A CHAIN-LINK FENCE, 0.9 M
 BH3007'(3.0 FT) WEST OF A WITNESS POST, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 BH3007'ROAD, AND 0.3 M (1.0 FT) BELOW THE GROUND SURFACE. NOTE--THE DISK IS
 BH3007'ENCASED IN A 5-INCH PVC PIPE AND IS 0.3 M (1.0 FT) BELOW THE GROUND
 BH3007'SURFACE.
 BH3007
 BH3007                          STATION RECOVERY (2004)
 BH3007
 BH3007'RECOVERY NOTE BY EMC INCORPORATED 2004 (MDG)
 BH3007'RECOVERED IN GOOD CONDITION.
 BH3007
 BH3007                          STATION RECOVERY (2006)
 BH3007
 BH3007'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 BH3007'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2823 ***********************************************************************
 BJ2823  DESIGNATION -  WES 36 USE
 BJ2823  PID         -  BJ2823
 BJ2823  STATE/COUNTY-  LA/ST TAMMANY
 BJ2823  USGS QUAD   -  MANDEVILLE (1979)
 BJ2823
 BJ2823                         *CURRENT SURVEY CONTROL
 BJ2823  ___________________________________________________________________
 BJ2823* NAD 83(1986)-  30 22 10.     (N)    090 05 36.     (W)     SCALED    
 BJ2823* NAVD 88     -         2.44   (+/-2cm)       8.0    (feet)  VERTCON   
 BJ2823  ___________________________________________________________________
 BJ2823  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BJ2823
 BJ2823  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2823
 BJ2823.The horizontal coordinates were scaled from a topographic map and have
 BJ2823.an estimated accuracy of +/- 6 seconds.
 BJ2823
 BJ2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2823.The vertical order pertains to the NGVD 29 superseded value.
 BJ2823
 BJ2823.The geoid height was determined by GEOID03.
 BJ2823
 BJ2823;                    North         East    Units  Estimated Accuracy
 BJ2823;SPC LA S     -   207,860.    1,119,190.      MT  (+/- 180 meters Scaled)
 BJ2823
 BJ2823                          SUPERSEDED SURVEY CONTROL
 BJ2823
 BJ2823  NGVD 29 (??/??/??)    2.446  (m)            8.02   (f) ADJUSTED    2 1
 BJ2823
 BJ2823.Superseded values are not recommended for survey control.
 BJ2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2823.See file dsdata.txt to determine how the superseded data were derived.
 BJ2823
 BJ2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP793633(NAD 83)
 BJ2823_MARKER: DD = SURVEY DISK
 BJ2823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2823_SP_SET: COPPER-CLAD STEEL ROD
 BJ2823_STAMPING: WES 36 1978
 BJ2823_PROJECTION: RECESSED 10 CENTIMETERS
 BJ2823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2823_ROD/PIPE-DEPTH: 7.32 meters
 BJ2823
 BJ2823  HISTORY     - Date     Condition        Report By
 BJ2823  HISTORY     - 1978     MONUMENTED       USE
 BJ2823
 BJ2823                          STATION DESCRIPTION
 BJ2823
 BJ2823'DESCRIBED BY US ENGINEERS 1978
 BJ2823'MANDEVILLE.
 BJ2823'NEAR MANDEVILLE, 0.2 MILE NORTH OF THE NORTH END OF THE CAUSEWAY
 BJ2823'BRIDGE OVER LAKE PONCHARTRAIN, AT THE INTERSECTION OF THE CAUSEWAY AND
 BJ2823'COPAL STREET, 78.2 FT. NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 BJ2823'GOLDEN SHORES SIGN, 60 FT. WEST OF THE CENTERLINE OF THE SOUTH BOUND
 BJ2823'LANES OF THE CAUSEWAY, 45 FT. EAST OF COPAL ST. AND THE NORTH APPROACH
 BJ2823'ROAD SIGN, AND 1.3 FT. WEST OF THE WEST END OF A LONG CULVERT.
 BJ2823'THE MARK IS 2 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2822 ***********************************************************************
 BJ2822  DESIGNATION -  WES 37 USE
 BJ2822  PID         -  BJ2822
 BJ2822  STATE/COUNTY-  LA/ST TAMMANY
 BJ2822  USGS QUAD   -  MANDEVILLE (1979)
 BJ2822
 BJ2822                         *CURRENT SURVEY CONTROL
 BJ2822  ___________________________________________________________________
 BJ2822* NAD 83(1986)-  30 22 06.     (N)    090 05 32.     (W)     SCALED    
 BJ2822* NAVD 88     -         2.69   (+/-2cm)       8.8    (feet)  VERTCON   
 BJ2822  ___________________________________________________________________
 BJ2822  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BJ2822
 BJ2822  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2822
 BJ2822.The horizontal coordinates were scaled from a topographic map and have
 BJ2822.an estimated accuracy of +/- 6 seconds.
 BJ2822
 BJ2822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2822.The vertical order pertains to the NGVD 29 superseded value.
 BJ2822
 BJ2822.The geoid height was determined by GEOID03.
 BJ2822
 BJ2822;                    North         East    Units  Estimated Accuracy
 BJ2822;SPC LA S     -   207,740.    1,119,300.      MT  (+/- 180 meters Scaled)
 BJ2822
 BJ2822                          SUPERSEDED SURVEY CONTROL
 BJ2822
 BJ2822  NGVD 29 (??/??/??)    2.692  (m)            8.83   (f) ADJUSTED    2 1
 BJ2822
 BJ2822.Superseded values are not recommended for survey control.
 BJ2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2822.See file dsdata.txt to determine how the superseded data were derived.
 BJ2822
 BJ2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP794631(NAD 83)
 BJ2822_MARKER: DD = SURVEY DISK
 BJ2822_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2822_SP_SET: COPPER-CLAD STEEL ROD
 BJ2822_STAMPING: WES 37 1978
 BJ2822_PROJECTION: RECESSED 5 CENTIMETERS
 BJ2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2822_ROD/PIPE-DEPTH: 6.40 meters
 BJ2822
 BJ2822  HISTORY     - Date     Condition        Report By
 BJ2822  HISTORY     - 1978     MONUMENTED       USE
 BJ2822
 BJ2822                          STATION DESCRIPTION
 BJ2822
 BJ2822'DESCRIBED BY US ENGINEERS 1978
 BJ2822'MANDEVILLE.
 BJ2822'NEAR MANDEVILLE, 0.2 MILE NORTH OF THE NORTH END OF CAUSEWAY BRIDGE
 BJ2822'OVER LAKE PONCHARTRAIN, AT THE INTERSECTION OF THE CAUSEWAY AND COPAL
 BJ2822'ST., 155 FT. NORTHEAST OF THE JUNCTIONS OF THE CAUSEWAY AND ENTRANCE
 BJ2822'TO MARINERS VILLAGE, 71 FT. EAST OF THE CENTERLINE OF THE NORTH BOUND
 BJ2822'LANES OF THE CAUSEWAY, AND 33 FT. NORTHWEST OF A 28 INCH RED OAK TREE.
 BJ2822'THE MARK IS 2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2818 ***********************************************************************
 BJ2818  DESIGNATION -  WES 39
 BJ2818  PID         -  BJ2818
 BJ2818  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2818  USGS QUAD   -  ROBERT (1974)
 BJ2818
 BJ2818                         *CURRENT SURVEY CONTROL
 BJ2818  ___________________________________________________________________
 BJ2818* NAD 83(1986)-  30 30 26.     (N)    090 21 36.     (W)     SCALED    
 BJ2818* NAVD 88     -         7.110  (meters)      23.33   (feet)  ADJUSTED  
 BJ2818  ___________________________________________________________________
 BJ2818  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ2818  DYNAMIC HT  -           7.101 (meters)      23.30  (feet)  COMP
 BJ2818  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BJ2818
 BJ2818  VERT ORDER  -  FIRST     CLASS II
 BJ2818
 BJ2818.The horizontal coordinates were scaled from a topographic map and have
 BJ2818.an estimated accuracy of +/- 6 seconds.
 BJ2818
 BJ2818.The orthometric height was determined by differential leveling
 BJ2818.and adjusted by the National Geodetic Survey in February 1994..
 BJ2818
 BJ2818.The geoid height was determined by GEOID03.
 BJ2818
 BJ2818.The dynamic height is computed by dividing the NAVD 88
 BJ2818.geopotential number by the normal gravity value computed on the
 BJ2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2818.degrees latitude (g = 980.6199 gals.).
 BJ2818
 BJ2818.The modeled gravity was interpolated from observed gravity values.
 BJ2818
 BJ2818;                    North         East    Units  Estimated Accuracy
 BJ2818;SPC LA S     -   222,890.    1,093,430.      MT  (+/- 180 meters Scaled)
 BJ2818
 BJ2818                          SUPERSEDED SURVEY CONTROL
 BJ2818
 BJ2818  NGVD 29 (??/??/??)    7.111  (m)           23.33   (f) ADJUSTED    1 2
 BJ2818
 BJ2818.Superseded values are not recommended for survey control.
 BJ2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2818.See file dsdata.txt to determine how the superseded data were derived.
 BJ2818
 BJ2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP533779(NAD 83)
 BJ2818_MARKER: DD = SURVEY DISK
 BJ2818_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2818_SP_SET: COPPER-CLAD STEEL ROD
 BJ2818_STAMPING: WES 39 1978
 BJ2818_MARK LOGO: USE   
 BJ2818_PROJECTION: RECESSED 10 CENTIMETERS
 BJ2818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2818_ROD/PIPE-DEPTH: 9.14 meters
 BJ2818
 BJ2818  HISTORY     - Date     Condition        Report By
 BJ2818  HISTORY     - 1978     MONUMENTED       USE
 BJ2818  HISTORY     - 1986     GOOD             NGS
 BJ2818
 BJ2818                          STATION DESCRIPTION
 BJ2818
 BJ2818'DESCRIBED BY US ENGINEERS 1978
 BJ2818'0.8 MI WEST FROM ROBERT.
 BJ2818'0.8 MILE WEST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 445 AT
 BJ2818'ROBERT, ABOUT 0.15 MILE EAST OF THE EAST END OF THE BRIDGE OVER THE
 BJ2818'TANGIPAHOA RIVER, 46.7 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BJ2818'3 FT. WEST OF A POWER POLE, AND 6.8 FT. SOUTH OF A BARBED WIRE FENCE.
 BJ2818'THE MARK IS 6 FT  S FROM A WITNESS POST.
 BJ2818
 BJ2818                          STATION RECOVERY (1986)
 BJ2818
 BJ2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2817 ***********************************************************************
 BJ2817  DESIGNATION -  WES 40
 BJ2817  PID         -  BJ2817
 BJ2817  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2817  USGS QUAD   -  ROBERT (1974)
 BJ2817
 BJ2817                         *CURRENT SURVEY CONTROL
 BJ2817  ___________________________________________________________________
 BJ2817* NAD 83(1986)-  30 30 26.     (N)    090 21 36.     (W)     SCALED    
 BJ2817* NAVD 88     -         6.714  (meters)      22.03   (feet)  ADJUSTED  
 BJ2817  ___________________________________________________________________
 BJ2817  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ2817  DYNAMIC HT  -           6.705 (meters)      22.00  (feet)  COMP
 BJ2817  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BJ2817
 BJ2817  VERT ORDER  -  FIRST     CLASS II
 BJ2817
 BJ2817.The horizontal coordinates were scaled from a topographic map and have
 BJ2817.an estimated accuracy of +/- 6 seconds.
 BJ2817
 BJ2817.The orthometric height was determined by differential leveling
 BJ2817.and adjusted by the National Geodetic Survey in February 1994..
 BJ2817
 BJ2817.The geoid height was determined by GEOID03.
 BJ2817
 BJ2817.The dynamic height is computed by dividing the NAVD 88
 BJ2817.geopotential number by the normal gravity value computed on the
 BJ2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2817.degrees latitude (g = 980.6199 gals.).
 BJ2817
 BJ2817.The modeled gravity was interpolated from observed gravity values.
 BJ2817
 BJ2817;                    North         East    Units  Estimated Accuracy
 BJ2817;SPC LA S     -   222,890.    1,093,430.      MT  (+/- 180 meters Scaled)
 BJ2817
 BJ2817                          SUPERSEDED SURVEY CONTROL
 BJ2817
 BJ2817  NGVD 29 (??/??/??)    6.712  (m)           22.02   (f) ADJUSTED    1 2
 BJ2817
 BJ2817.Superseded values are not recommended for survey control.
 BJ2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2817.See file dsdata.txt to determine how the superseded data were derived.
 BJ2817
 BJ2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP533779(NAD 83)
 BJ2817_MARKER: DD = SURVEY DISK
 BJ2817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2817_SP_SET: COPPER-CLAD STEEL ROD
 BJ2817_STAMPING: WES 40 1978
 BJ2817_MARK LOGO: USE   
 BJ2817_PROJECTION: RECESSED 8 CENTIMETERS
 BJ2817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2817_ROD/PIPE-DEPTH: 21.3 meters
 BJ2817
 BJ2817  HISTORY     - Date     Condition        Report By
 BJ2817  HISTORY     - 1978     MONUMENTED       USE
 BJ2817  HISTORY     - 1986     GOOD             NGS
 BJ2817
 BJ2817                          STATION DESCRIPTION
 BJ2817
 BJ2817'DESCRIBED BY US ENGINEERS 1978
 BJ2817'0.85 MI WEST FROM ROBERT.
 BJ2817'0.85 MILE WEST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 445 AT
 BJ2817'ROBERT, 60.5 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 6.6 FT.
 BJ2817'NORTHWEST OF A POWER POLE, 2 FT. SOUTH OF THE BARBED WIRE FENCE, AND
 BJ2817'3 FT. WEST OF A LADTD CONCRETE RIGHT-OF-WAY MARKER.
 BJ2817'THE MARK IS 2 FT  N FROM A WITNESS POST.
 BJ2817
 BJ2817                          STATION RECOVERY (1986)
 BJ2817
 BJ2817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2816 ***********************************************************************
 BJ2816  DESIGNATION -  WES 41
 BJ2816  PID         -  BJ2816
 BJ2816  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2816  USGS QUAD   -  ROBERT (1974)
 BJ2816
 BJ2816                         *CURRENT SURVEY CONTROL
 BJ2816  ___________________________________________________________________
 BJ2816* NAD 83(1986)-  30 30 23.     (N)    090 21 38.     (W)     SCALED    
 BJ2816* NAVD 88     -        10.794  (meters)      35.41   (feet)  ADJUSTED  
 BJ2816  ___________________________________________________________________
 BJ2816  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ2816  DYNAMIC HT  -          10.780 (meters)      35.37  (feet)  COMP
 BJ2816  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BJ2816
 BJ2816  VERT ORDER  -  FIRST     CLASS II
 BJ2816
 BJ2816.The horizontal coordinates were scaled from a topographic map and have
 BJ2816.an estimated accuracy of +/- 6 seconds.
 BJ2816
 BJ2816.The orthometric height was determined by differential leveling
 BJ2816.and adjusted by the National Geodetic Survey in February 1994..
 BJ2816
 BJ2816.The geoid height was determined by GEOID03.
 BJ2816
 BJ2816.The dynamic height is computed by dividing the NAVD 88
 BJ2816.geopotential number by the normal gravity value computed on the
 BJ2816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2816.degrees latitude (g = 980.6199 gals.).
 BJ2816
 BJ2816.The modeled gravity was interpolated from observed gravity values.
 BJ2816
 BJ2816;                    North         East    Units  Estimated Accuracy
 BJ2816;SPC LA S     -   222,800.    1,093,380.      MT  (+/- 180 meters Scaled)
 BJ2816
 BJ2816                          SUPERSEDED SURVEY CONTROL
 BJ2816
 BJ2816  NGVD 29 (??/??/??)   10.799  (m)           35.43   (f) ADJUSTED    1 2
 BJ2816
 BJ2816.Superseded values are not recommended for survey control.
 BJ2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2816.See file dsdata.txt to determine how the superseded data were derived.
 BJ2816
 BJ2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP533778(NAD 83)
 BJ2816_MARKER: DD = SURVEY DISK
 BJ2816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2816_SP_SET: COPPER-CLAD STEEL ROD
 BJ2816_STAMPING: WES 41 1978
 BJ2816_MARK LOGO: USE   
 BJ2816_PROJECTION: RECESSED 10 CENTIMETERS
 BJ2816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2816_ROD/PIPE-DEPTH: 14.6 meters
 BJ2816
 BJ2816  HISTORY     - Date     Condition        Report By
 BJ2816  HISTORY     - 1978     MONUMENTED       USE
 BJ2816  HISTORY     - 1986     GOOD             NGS
 BJ2816
 BJ2816                          STATION DESCRIPTION
 BJ2816
 BJ2816'DESCRIBED BY US ENGINEERS 1978
 BJ2816'0.95 MI WEST FROM ROBERT.
 BJ2816'0.95 MILE WEST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 445 AT
 BJ2816'ROBERT, AT THE EAST END OF THE BRIDGE OVER TANGIPAHOA RIVER, 21.6 FT.
 BJ2816'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.4 FT. EAST OF THE SOUTH
 BJ2816'CONCRETE ABUTMENT OF THE BRIDGE.
 BJ2816'THE MARK IS 2 FT  S FROM A WITNESS POST.
 BJ2816
 BJ2816                          STATION RECOVERY (1986)
 BJ2816
 BJ2816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2814 ***********************************************************************
 BJ2814  DESIGNATION -  WES 42
 BJ2814  PID         -  BJ2814
 BJ2814  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2814  USGS QUAD   -  HAMMOND (1994)
 BJ2814
 BJ2814                         *CURRENT SURVEY CONTROL
 BJ2814  ___________________________________________________________________
 BJ2814* NAD 83(1986)-  30 30 27.     (N)    090 26 46.     (W)     SCALED    
 BJ2814* NAVD 88     -        12.296  (meters)      40.34   (feet)  ADJUSTED  
 BJ2814  ___________________________________________________________________
 BJ2814  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ2814  DYNAMIC HT  -          12.280 (meters)      40.29  (feet)  COMP
 BJ2814  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 BJ2814
 BJ2814  VERT ORDER  -  FIRST     CLASS II
 BJ2814
 BJ2814.The horizontal coordinates were scaled from a topographic map and have
 BJ2814.an estimated accuracy of +/- 6 seconds.
 BJ2814
 BJ2814.The orthometric height was determined by differential leveling
 BJ2814.and adjusted by the National Geodetic Survey in February 1994..
 BJ2814
 BJ2814.The geoid height was determined by GEOID03.
 BJ2814
 BJ2814.The dynamic height is computed by dividing the NAVD 88
 BJ2814.geopotential number by the normal gravity value computed on the
 BJ2814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2814.degrees latitude (g = 980.6199 gals.).
 BJ2814
 BJ2814.The modeled gravity was interpolated from observed gravity values.
 BJ2814
 BJ2814;                    North         East    Units  Estimated Accuracy
 BJ2814;SPC LA S     -   222,850.    1,085,160.      MT  (+/- 180 meters Scaled)
 BJ2814
 BJ2814                          SUPERSEDED SURVEY CONTROL
 BJ2814
 BJ2814  NGVD 29 (??/??/??)   12.309  (m)           40.38   (f) ADJUSTED    1 2
 BJ2814
 BJ2814.Superseded values are not recommended for survey control.
 BJ2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2814.See file dsdata.txt to determine how the superseded data were derived.
 BJ2814
 BJ2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP450777(NAD 83)
 BJ2814_MARKER: DD = SURVEY DISK
 BJ2814_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2814_SP_SET: COPPER-CLAD STEEL ROD
 BJ2814_STAMPING: WES 42 1978
 BJ2814_MARK LOGO: USE   
 BJ2814_PROJECTION: RECESSED 10 CENTIMETERS
 BJ2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2814_ROD/PIPE-DEPTH: 10.4 meters
 BJ2814
 BJ2814  HISTORY     - Date     Condition        Report By
 BJ2814  HISTORY     - 1978     MONUMENTED       USE
 BJ2814  HISTORY     - 1986     GOOD             NGS
 BJ2814
 BJ2814                          STATION DESCRIPTION
 BJ2814
 BJ2814'DESCRIBED BY US ENGINEERS 1978
 BJ2814'1.1 MI EAST FROM HAMMOND.
 BJ2814'1.1 MILES EAST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 51 AT
 BJ2814'HAMMOND, 0.1 MILE WEST OF THE JUNCTION OF LA HIGHWAY 443, AT THE EAST
 BJ2814'END OF THE BRIDGE OVER PONTCHATOULA CREEK, 26.0 FT. SOUTH OF THE EAST
 BJ2814'END OF THE BRIDGE EAST BOUND LANE, AND 5.1 FT. SOUTH OF THE CONCRETE
 BJ2814'ABUTMENT OF THE BRIDGE.
 BJ2814'THE MARK IS 2 FT  S FROM A WITNESS POST.
 BJ2814
 BJ2814                          STATION RECOVERY (1986)
 BJ2814
 BJ2814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2813 ***********************************************************************
 BJ2813  DESIGNATION -  WES 43
 BJ2813  PID         -  BJ2813
 BJ2813  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2813  USGS QUAD   -  HAMMOND (1994)
 BJ2813
 BJ2813                         *CURRENT SURVEY CONTROL
 BJ2813  ___________________________________________________________________
 BJ2813* NAD 83(1986)-  30 30 30.     (N)    090 26 48.     (W)     SCALED    
 BJ2813* NAVD 88     -        11.89   (+/-2cm)      39.0    (feet)  VERTCON   
 BJ2813  ___________________________________________________________________
 BJ2813  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ2813
 BJ2813  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2813
 BJ2813.The horizontal coordinates were scaled from a topographic map and have
 BJ2813.an estimated accuracy of +/- 6 seconds.
 BJ2813
 BJ2813.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2813.The vertical order pertains to the NGVD 29 superseded value.
 BJ2813
 BJ2813.The geoid height was determined by GEOID03.
 BJ2813
 BJ2813;                    North         East    Units  Estimated Accuracy
 BJ2813;SPC LA S     -   222,940.    1,085,110.      MT  (+/- 180 meters Scaled)
 BJ2813
 BJ2813                          SUPERSEDED SURVEY CONTROL
 BJ2813
 BJ2813  NGVD 29 (??/??/??)   11.887  (m)           39.00   (f) ADJUSTED    2 1
 BJ2813
 BJ2813.Superseded values are not recommended for survey control.
 BJ2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2813.See file dsdata.txt to determine how the superseded data were derived.
 BJ2813
 BJ2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP450778(NAD 83)
 BJ2813_MARKER: DD = SURVEY DISK
 BJ2813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2813_SP_SET: COPPER-CLAD STEEL ROD
 BJ2813_STAMPING: WES 43 1978
 BJ2813_PROJECTION: RECESSED 10 CENTIMETERS
 BJ2813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2813_ROD/PIPE-DEPTH: 6.71 meters
 BJ2813
 BJ2813  HISTORY     - Date     Condition        Report By
 BJ2813  HISTORY     - 1978     MONUMENTED       USE
 BJ2813  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ2813
 BJ2813                          STATION DESCRIPTION
 BJ2813
 BJ2813'DESCRIBED BY US ENGINEERS 1978
 BJ2813'1.1 MI EAST FROM HAMMOND.
 BJ2813'1.1 MILES EAST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 5 AT
 BJ2813'HAMMOND, 0.1 MILE WEST OF THE JUNCTION OF LA HIGHWAY 443, AT THE WEST
 BJ2813'BOUND LANE BRIDGE OVER PONTCHATOULA CREEK, 16.2 FT. NORTH OF THE
 BJ2813'CENTERLINE OF THE WEST LANE OF THE BRIDGE, AND 3.8 FT. SOUTHEAST OF
 BJ2813'THE NORTH CONCRETE ABUTMENT OF THE BRIDGE.
 BJ2813'THE MARK IS 3 FT  N FROM A WITNESS POST.
 BJ2813
 BJ2813                          STATION RECOVERY (1986)
 BJ2813
 BJ2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2813'NOT RECOVERED.  NO EVIDENCE OF MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2815 ***********************************************************************
 BJ2815  DESIGNATION -  WES 44
 BJ2815  PID         -  BJ2815
 BJ2815  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2815  USGS QUAD   -  HAMMOND (1994)
 BJ2815
 BJ2815                         *CURRENT SURVEY CONTROL
 BJ2815  ___________________________________________________________________
 BJ2815* NAD 83(1986)-  30 30 30.     (N)    090 26 45.     (W)     SCALED    
 BJ2815* NAVD 88     -        11.61   (+/-2cm)      38.1    (feet)  VERTCON   
 BJ2815  ___________________________________________________________________
 BJ2815  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ2815
 BJ2815  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2815
 BJ2815.The horizontal coordinates were scaled from a topographic map and have
 BJ2815.an estimated accuracy of +/- 6 seconds.
 BJ2815
 BJ2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2815.The vertical order pertains to the NGVD 29 superseded value.
 BJ2815
 BJ2815.The geoid height was determined by GEOID03.
 BJ2815
 BJ2815;                    North         East    Units  Estimated Accuracy
 BJ2815;SPC LA S     -   222,950.    1,085,190.      MT  (+/- 180 meters Scaled)
 BJ2815
 BJ2815                          SUPERSEDED SURVEY CONTROL
 BJ2815
 BJ2815  NGVD 29 (??/??/??)   11.616  (m)           38.11   (f) ADJUSTED    2 1
 BJ2815
 BJ2815.Superseded values are not recommended for survey control.
 BJ2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2815.See file dsdata.txt to determine how the superseded data were derived.
 BJ2815
 BJ2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP451778(NAD 83)
 BJ2815_MARKER: DD = SURVEY DISK
 BJ2815_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2815_SP_SET: COPPER-CLAD STEEL ROD
 BJ2815_STAMPING: WES 44 1978
 BJ2815_PROJECTION: RECESSED 13 CENTIMETERS
 BJ2815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2815_ROD/PIPE-DEPTH: 9.14 meters
 BJ2815
 BJ2815  HISTORY     - Date     Condition        Report By
 BJ2815  HISTORY     - 1978     MONUMENTED       USE
 BJ2815  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ2815
 BJ2815                          STATION DESCRIPTION
 BJ2815
 BJ2815'DESCRIBED BY US ENGINEERS 1978
 BJ2815'1.05 MI EAST FROM HAMMOND.
 BJ2815'1.05 MILES EAST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 51 AT
 BJ2815'HAMMOND, 0.05 MILE WEST OF JUNCTION HIGHWAY 443, AT THE EAST END OF
 BJ2815'THE MEDIAN BETWEEN EAST AND WEST LANES, 67.6 FT. SOUTH OF THE
 BJ2815'SOUTHEAST CORNER OF THE YUM YUM DRIVE-IN, AND 15.6 FT. SOUTH OF THE
 BJ2815'CENTERLINE WEST OF THE END OF THE MEDIAN.
 BJ2815'THE MARK IS 6 FT  E FROM A WITNESS POST.
 BJ2815
 BJ2815                          STATION RECOVERY (1986)
 BJ2815
 BJ2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2815'NOT RECOVERED.  NO EVIDENCE OF MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2809 ***********************************************************************
 BJ2809  DESIGNATION -  WES 45 USE
 BJ2809  PID         -  BJ2809
 BJ2809  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2809  USGS QUAD   -  ALBANY (1974)
 BJ2809
 BJ2809                         *CURRENT SURVEY CONTROL
 BJ2809  ___________________________________________________________________
 BJ2809* NAD 83(1986)-  30 30 15.     (N)    090 32 42.     (W)     SCALED    
 BJ2809* NAVD 88     -         9.91   (+/-2cm)      32.5    (feet)  VERTCON   
 BJ2809  ___________________________________________________________________
 BJ2809  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2809
 BJ2809  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2809
 BJ2809.The horizontal coordinates were scaled from a topographic map and have
 BJ2809.an estimated accuracy of +/- 6 seconds.
 BJ2809
 BJ2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2809.The vertical order pertains to the NGVD 29 superseded value.
 BJ2809
 BJ2809.The geoid height was determined by GEOID03.
 BJ2809
 BJ2809;                    North         East    Units  Estimated Accuracy
 BJ2809;SPC LA S     -   222,410.    1,075,670.      MT  (+/- 180 meters Scaled)
 BJ2809
 BJ2809                          SUPERSEDED SURVEY CONTROL
 BJ2809
 BJ2809  NGVD 29 (??/??/??)    9.921  (m)           32.55   (f) ADJUSTED    2 1
 BJ2809
 BJ2809.Superseded values are not recommended for survey control.
 BJ2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2809.See file dsdata.txt to determine how the superseded data were derived.
 BJ2809
 BJ2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP356772(NAD 83)
 BJ2809_MARKER: DD = SURVEY DISK
 BJ2809_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2809_SP_SET: COPPER-CLAD STEEL ROD
 BJ2809_STAMPING: WES 45 1978
 BJ2809_PROJECTION: RECESSED 10 CENTIMETERS
 BJ2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2809_ROD/PIPE-DEPTH: 9.14 meters
 BJ2809
 BJ2809  HISTORY     - Date     Condition        Report By
 BJ2809  HISTORY     - 1978     MONUMENTED       USE
 BJ2809
 BJ2809                          STATION DESCRIPTION
 BJ2809
 BJ2809'DESCRIBED BY US ENGINEERS 1978
 BJ2809'2.2 MI EAST FROM ALBANY.
 BJ2809'2.2 MILES EAST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 43 AT
 BJ2809'ALBANY, AT THE EAST END OF THE NATALBANY RIVER BRIDGE, 23 FT. SOUTH
 BJ2809'OF THE CENTERLINE OF THE HIGHWAY, 6.8 FT. EAST OF THE SOUTH CONCRETE
 BJ2809'ABUTMENT OF THE BRIDGE, AND 7.2 FT. SOUTH OF THE SOUTH GALVANIZED
 BJ2809'GUARD RAIL.
 BJ2809'THE MARK IS 2 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2808 ***********************************************************************
 BJ2808  DESIGNATION -  WES 46 USE
 BJ2808  PID         -  BJ2808
 BJ2808  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2808  USGS QUAD   -  ALBANY (1974)
 BJ2808
 BJ2808                         *CURRENT SURVEY CONTROL
 BJ2808  ___________________________________________________________________
 BJ2808* NAD 83(1986)-  30 30 15.     (N)    090 32 50.     (W)     SCALED    
 BJ2808* NAVD 88     -        10.23   (+/-2cm)      33.6    (feet)  VERTCON   
 BJ2808  ___________________________________________________________________
 BJ2808  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2808
 BJ2808  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2808
 BJ2808.The horizontal coordinates were scaled from a topographic map and have
 BJ2808.an estimated accuracy of +/- 6 seconds.
 BJ2808
 BJ2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2808.The vertical order pertains to the NGVD 29 superseded value.
 BJ2808
 BJ2808.The geoid height was determined by GEOID03.
 BJ2808
 BJ2808;                    North         East    Units  Estimated Accuracy
 BJ2808;SPC LA S     -   222,410.    1,075,460.      MT  (+/- 180 meters Scaled)
 BJ2808
 BJ2808                          SUPERSEDED SURVEY CONTROL
 BJ2808
 BJ2808  NGVD 29 (??/??/??)   10.246  (m)           33.62   (f) ADJUSTED    2 1
 BJ2808
 BJ2808.Superseded values are not recommended for survey control.
 BJ2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2808.See file dsdata.txt to determine how the superseded data were derived.
 BJ2808
 BJ2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP353772(NAD 83)
 BJ2808_MARKER: DD = SURVEY DISK
 BJ2808_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2808_SP_SET: COPPER-CLAD STEEL ROD
 BJ2808_STAMPING: WES 46 1978
 BJ2808_PROJECTION: RECESSED 8 CENTIMETERS
 BJ2808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2808_ROD/PIPE-DEPTH: 11.3 meters
 BJ2808
 BJ2808  HISTORY     - Date     Condition        Report By
 BJ2808  HISTORY     - 1978     MONUMENTED       USE
 BJ2808
 BJ2808                          STATION DESCRIPTION
 BJ2808
 BJ2808'DESCRIBED BY US ENGINEERS 1978
 BJ2808'2.15 MI EAST FROM ALBANY.
 BJ2808'2.15 MILES EAST ALONG HIGHWAY 190 FROM THE JUNCTION OF LA WHY. 43 AT
 BJ2808'ALBANY, AT THE WEST END OF THE NATALBANY RIVER BRIDGE, 2.22 FT. SOUTH
 BJ2808'OF THE CENTERLINE OF THE HIGHWAY, 11 FT. WEST OF THE SOUTH END OF THE
 BJ2808'BRIDGE, AND 4 FT. SOUTH OF THE GALVANIZED GUARD RAIL.
 BJ2808'THE MARK IS 3 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2835 ***********************************************************************
 BJ2835  DESIGNATION -  WES 49
 BJ2835  PID         -  BJ2835
 BJ2835  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2835  USGS QUAD   -  PONCHATOULA (1994)
 BJ2835
 BJ2835                         *CURRENT SURVEY CONTROL
 BJ2835  ___________________________________________________________________
 BJ2835* NAD 83(1986)-  30 27 24.     (N)    090 27 25.     (W)     SCALED    
 BJ2835* NAVD 88     -         6.692  (meters)      21.96   (feet)  ADJUSTED  
 BJ2835  ___________________________________________________________________
 BJ2835  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ2835  DYNAMIC HT  -           6.683 (meters)      21.93  (feet)  COMP
 BJ2835  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ2835
 BJ2835  VERT ORDER  -  FIRST     CLASS II
 BJ2835
 BJ2835.The horizontal coordinates were scaled from a topographic map and have
 BJ2835.an estimated accuracy of +/- 6 seconds.
 BJ2835
 BJ2835.The orthometric height was determined by differential leveling
 BJ2835.and adjusted by the National Geodetic Survey in February 1994..
 BJ2835
 BJ2835.The geoid height was determined by GEOID03.
 BJ2835
 BJ2835.The dynamic height is computed by dividing the NAVD 88
 BJ2835.geopotential number by the normal gravity value computed on the
 BJ2835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2835.degrees latitude (g = 980.6199 gals.).
 BJ2835
 BJ2835.The modeled gravity was interpolated from observed gravity values.
 BJ2835
 BJ2835;                    North         East    Units  Estimated Accuracy
 BJ2835;SPC LA S     -   217,210.    1,084,170.      MT  (+/- 180 meters Scaled)
 BJ2835
 BJ2835                          SUPERSEDED SURVEY CONTROL
 BJ2835
 BJ2835  NGVD 29 (??/??/??)    6.725  (m)           22.06   (f) ADJUSTED    1 2
 BJ2835
 BJ2835.Superseded values are not recommended for survey control.
 BJ2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2835.See file dsdata.txt to determine how the superseded data were derived.
 BJ2835
 BJ2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP441721(NAD 83)
 BJ2835_MARKER: DD = SURVEY DISK
 BJ2835_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2835_SP_SET: COPPER-CLAD STEEL ROD
 BJ2835_STAMPING: WES-49 1978
 BJ2835_MARK LOGO: USE   
 BJ2835_PROJECTION: RECESSED 8 CENTIMETERS
 BJ2835_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ2835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2835+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ2835_ROD/PIPE-DEPTH: 10.7 meters
 BJ2835
 BJ2835  HISTORY     - Date     Condition        Report By
 BJ2835  HISTORY     - 1978     MONUMENTED       USE
 BJ2835  HISTORY     - 1986     GOOD             NGS
 BJ2835  HISTORY     - 19920617 GOOD             NGS
 BJ2835
 BJ2835                          STATION DESCRIPTION
 BJ2835
 BJ2835'DESCRIBED BY US ENGINEERS 1978
 BJ2835'4.5 MI NORTH FROM PONCHATOULA.
 BJ2835'ABOUT 4.5 MILES NORTH ALONG U.S. HIGHWAY 51 FROM PONCHATOULA, 1.5
 BJ2835'MILES SOUTH OF THE JUNCTION OF INTERSTATE 12, AT PONCHATOULA CREEK,
 BJ2835'95 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF DELCO HOLMES STARTER
 BJ2835'ALTERNATOR SERVICE BUILDING, 21 FT. NORTHWEST OF THE CENTER OF THE
 BJ2835'NORTH END OF THE BRIDGE OVER PONCHATOULA CREEK, AND 12.2 FT.
 BJ2835'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE GUARD RAIL OF THE
 BJ2835'BRIDGE.
 BJ2835'THE MARK IS 1.9 FT  W FROM A WITNESS POST.
 BJ2835
 BJ2835                          STATION RECOVERY (1986)
 BJ2835
 BJ2835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2835'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 BJ2835'FOLLOWING CORRECTIONS.  CHANGE REFERENCE FROM DELCO HOLMES STARTER
 BJ2835'ALTERNATOR SERVICE BUILDING TO FOSTER MEDICAL BUILDING, DELETE 1.9
 BJ2835'FEET WEST FROM A WITNESS POST AND ADD 1.22 METERS (4.0 FT) WEST OF TOP
 BJ2835'OF STEEL GUARD RAIL, AND ADD
 BJ2835'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 BJ2835
 BJ2835                          STATION RECOVERY (1992)
 BJ2835
 BJ2835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ2835'1.5 KM (0.95 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF
 BJ2835'THE ILLINOIS CENTRAL RAILROAD IN PONCHATOULA, THENCE 2.1 KM
 BJ2835'(1.30 MI) NORTHERLY ALONG U.S. HIGHWAY 51 BUSINESS, 5.2 M (17.1 FT)
 BJ2835'WEST OF THE HIGHWAY CENTERLINE, 3.7 M (12.1 FT) NORTHWEST OF THE
 BJ2835'NORTHWEST CORNER OF A HIGHWAY BRIDGE SPANNING PONCHATOULA CREEK, 0.3
 BJ2835'M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 BJ2835'OF THE HIGHWAY. NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 BJ2835'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2834 ***********************************************************************
 BJ2834  DESIGNATION -  WES 50
 BJ2834  PID         -  BJ2834
 BJ2834  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2834  USGS QUAD   -  PONCHATOULA (1994)
 BJ2834
 BJ2834                         *CURRENT SURVEY CONTROL
 BJ2834  ___________________________________________________________________
 BJ2834* NAD 83(1986)-  30 27 22.     (N)    090 27 25.     (W)     SCALED    
 BJ2834* NAVD 88     -         6.860  (meters)      22.51   (feet)  ADJUSTED  
 BJ2834  ___________________________________________________________________
 BJ2834  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ2834  DYNAMIC HT  -           6.852 (meters)      22.48  (feet)  COMP
 BJ2834  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 BJ2834
 BJ2834  VERT ORDER  -  FIRST     CLASS II
 BJ2834
 BJ2834.The horizontal coordinates were scaled from a topographic map and have
 BJ2834.an estimated accuracy of +/- 6 seconds.
 BJ2834
 BJ2834.The orthometric height was determined by differential leveling
 BJ2834.and adjusted by the National Geodetic Survey in February 1994..
 BJ2834
 BJ2834.The geoid height was determined by GEOID03.
 BJ2834
 BJ2834.The dynamic height is computed by dividing the NAVD 88
 BJ2834.geopotential number by the normal gravity value computed on the
 BJ2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2834.degrees latitude (g = 980.6199 gals.).
 BJ2834
 BJ2834.The modeled gravity was interpolated from observed gravity values.
 BJ2834
 BJ2834;                    North         East    Units  Estimated Accuracy
 BJ2834;SPC LA S     -   217,150.    1,084,170.      MT  (+/- 180 meters Scaled)
 BJ2834
 BJ2834                          SUPERSEDED SURVEY CONTROL
 BJ2834
 BJ2834  NGVD 29 (??/??/??)    6.894  (m)           22.62   (f) ADJUSTED    1 2
 BJ2834
 BJ2834.Superseded values are not recommended for survey control.
 BJ2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2834.See file dsdata.txt to determine how the superseded data were derived.
 BJ2834
 BJ2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP441720(NAD 83)
 BJ2834_MARKER: DD = SURVEY DISK
 BJ2834_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2834_SP_SET: COPPER-CLAD STEEL ROD
 BJ2834_STAMPING: WES-50 1978
 BJ2834_MARK LOGO: USE   
 BJ2834_PROJECTION: RECESSED 10 CENTIMETERS
 BJ2834_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ2834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2834+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 BJ2834_ROD/PIPE-DEPTH: 12.5 meters
 BJ2834
 BJ2834  HISTORY     - Date     Condition        Report By
 BJ2834  HISTORY     - 1978     MONUMENTED       USE
 BJ2834  HISTORY     - 1986     GOOD             NGS
 BJ2834  HISTORY     - 19920617 GOOD             NGS
 BJ2834
 BJ2834                          STATION DESCRIPTION
 BJ2834
 BJ2834'DESCRIBED BY US ENGINEERS 1978
 BJ2834'4.5 MI NORTH FROM PONCHATOULA.
 BJ2834'4.5 MILES NORTH ALONG U.S. HIGHWAY 51 FROM PONCHATOULA, 1.5 MILES
 BJ2834'SOUTH OF THE JUNCTION OF INTERSTATE 12, AT PONTCHATOULA CREEK, 18 FT.
 BJ2834'SOUTHWEST OF THE CENTER OF THE SOUTH END OF THE BRIDGE OVER
 BJ2834'PONTCHATOULA CREEK, AND 10.8 FT. SOUTH OF THE SOUTHWEST CONCRETE
 BJ2834'GUARD OF THE BRIDGE.
 BJ2834'THE MARK IS 2 FT  W FROM A WITNESS POST.
 BJ2834
 BJ2834                          STATION RECOVERY (1986)
 BJ2834
 BJ2834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2834'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 BJ2834'FOLLOWING CORRECTIONS.  DELETE 2 FEET WEST FROM A WITNESS POST AND ADD
 BJ2834'0.46 METERS (1.3 FT) WEST OF TOP OF STEEL GUARD RAIL.
 BJ2834'THE MARK IS 0.58 METERS  E FROM  A WITNESS POST
 BJ2834
 BJ2834                          STATION RECOVERY (1992)
 BJ2834
 BJ2834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ2834'1.5 KM (0.95 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF
 BJ2834'THE ILLINOIS CENTRAL RAILROAD IN PONCHATOULA, THENCE 2.0 M (6.6 FT)
 BJ2834'NORTHERLY ALONG U.S. HIGHWAY 51 BUSINESS, 4.4 M (14.4 FT)
 BJ2834'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HIGHWAY BRIDGE SPANNING
 BJ2834'PONCHATOULA CREEK, 2.3 M (7.5 FT) WEST OF THE HIGHWAY CENTERLINE, 0.6
 BJ2834'M (2.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 BJ2834'OF THE HIGHWAY. NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 BJ2834'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2810 ***********************************************************************
 BJ2810  DESIGNATION -  WES 61 USE
 BJ2810  PID         -  BJ2810
 BJ2810  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2810  USGS QUAD   -  ALBANY (1974)
 BJ2810
 BJ2810                         *CURRENT SURVEY CONTROL
 BJ2810  ___________________________________________________________________
 BJ2810* NAD 83(1986)-  30 30 15.     (N)    090 30 29.     (W)     SCALED    
 BJ2810* NAVD 88     -        11.19   (+/-2cm)      36.7    (feet)  VERTCON   
 BJ2810  ___________________________________________________________________
 BJ2810  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2810
 BJ2810  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2810
 BJ2810.The horizontal coordinates were scaled from a topographic map and have
 BJ2810.an estimated accuracy of +/- 6 seconds.
 BJ2810
 BJ2810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2810.The vertical order pertains to the NGVD 29 superseded value.
 BJ2810
 BJ2810.The geoid height was determined by GEOID03.
 BJ2810
 BJ2810;                    North         East    Units  Estimated Accuracy
 BJ2810;SPC LA S     -   222,440.    1,079,220.      MT  (+/- 180 meters Scaled)
 BJ2810
 BJ2810                          SUPERSEDED SURVEY CONTROL
 BJ2810
 BJ2810  NGVD 29 (??/??/??)   11.207  (m)           36.77   (f) ADJUSTED    2 1
 BJ2810
 BJ2810.Superseded values are not recommended for survey control.
 BJ2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2810.See file dsdata.txt to determine how the superseded data were derived.
 BJ2810
 BJ2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP391772(NAD 83)
 BJ2810_MARKER: DD = SURVEY DISK
 BJ2810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2810_SP_SET: COPPER-CLAD STEEL ROD
 BJ2810_STAMPING: WES 61 1978
 BJ2810_PROJECTION: RECESSED 15 CENTIMETERS
 BJ2810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2810_ROD/PIPE-DEPTH: 13.4 meters
 BJ2810
 BJ2810  HISTORY     - Date     Condition        Report By
 BJ2810  HISTORY     - 1978     MONUMENTED       USE
 BJ2810
 BJ2810                          STATION DESCRIPTION
 BJ2810
 BJ2810'DESCRIBED BY US ENGINEERS 1978
 BJ2810'1.5 MI WEST FROM HAMMOND.
 BJ2810'1.5 MILES WEST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 51 AT
 BJ2810'HAMMOND, 0.25 MILES WEST OF THE JUNCTION OF INTERSTATE 55, AT THE
 BJ2810'WEST END OF THE WEST BOUND LANE BRIDGE OVER YELLOW RIVER CANAL, AND
 BJ2810'2 FT. EAST OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE.
 BJ2810'THE MARK IS 2 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2811 ***********************************************************************
 BJ2811  DESIGNATION -  WES 62 USE
 BJ2811  PID         -  BJ2811
 BJ2811  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2811  USGS QUAD   -  ALBANY (1974)
 BJ2811
 BJ2811                         *CURRENT SURVEY CONTROL
 BJ2811  ___________________________________________________________________
 BJ2811* NAD 83(1986)-  30 30 19.     (N)    090 30 30.     (W)     SCALED    
 BJ2811* NAVD 88     -        11.58   (+/-2cm)      38.0    (feet)  VERTCON   
 BJ2811  ___________________________________________________________________
 BJ2811  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2811
 BJ2811  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2811
 BJ2811.The horizontal coordinates were scaled from a topographic map and have
 BJ2811.an estimated accuracy of +/- 6 seconds.
 BJ2811
 BJ2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2811.The vertical order pertains to the NGVD 29 superseded value.
 BJ2811
 BJ2811.The geoid height was determined by GEOID03.
 BJ2811
 BJ2811;                    North         East    Units  Estimated Accuracy
 BJ2811;SPC LA S     -   222,560.    1,079,190.      MT  (+/- 180 meters Scaled)
 BJ2811
 BJ2811                          SUPERSEDED SURVEY CONTROL
 BJ2811
 BJ2811  NGVD 29 (??/??/??)   11.600  (m)           38.06   (f) ADJUSTED    2 1
 BJ2811
 BJ2811.Superseded values are not recommended for survey control.
 BJ2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2811.See file dsdata.txt to determine how the superseded data were derived.
 BJ2811
 BJ2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP391774(NAD 83)
 BJ2811_MARKER: DD = SURVEY DISK
 BJ2811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2811_SP_SET: COPPER-CLAD STEEL ROD
 BJ2811_STAMPING: WES 62 1978
 BJ2811_PROJECTION: RECESSED 8 CENTIMETERS
 BJ2811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2811_ROD/PIPE-DEPTH: 6.10 meters
 BJ2811
 BJ2811  HISTORY     - Date     Condition        Report By
 BJ2811  HISTORY     - 1978     MONUMENTED       USE
 BJ2811
 BJ2811                          STATION DESCRIPTION
 BJ2811
 BJ2811'DESCRIBED BY US ENGINEERS 1978
 BJ2811'1.55 MI WEST FROM HAMMOND.
 BJ2811'1.5 MILES WEST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 51 AT
 BJ2811'HAMMOND, THENCE 0.05 MILE NORTH ALONG A PAVED ENTRANCE ROAD LEADING
 BJ2811'TO THE SANDERSONS FARMS, INC., 119 FT. EAST OF THE CENTERLINE OF THE
 BJ2811'ENTRANCE ROAD, 41 FT. NORTH OF THE NORTHWEST CORNER OF A FARM
 BJ2811'BUILDING, 22.4 FT. SOUTH OF THE SOUTH RAIL OF THE GULF MOBILE AND
 BJ2811'OHIO RAILROAD, AND 2.8 FT. EAST OF RIGHT LIGHT POLE 1532.
 BJ2811'THE MARK IS 4 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2812 ***********************************************************************
 BJ2812  DESIGNATION -  WES 63 USE
 BJ2812  PID         -  BJ2812
 BJ2812  STATE/COUNTY-  LA/TANGIPAHOA
 BJ2812  USGS QUAD   -  ALBANY (1974)
 BJ2812
 BJ2812                         *CURRENT SURVEY CONTROL
 BJ2812  ___________________________________________________________________
 BJ2812* NAD 83(1986)-  30 30 19.     (N)    090 30 26.     (W)     SCALED    
 BJ2812* NAVD 88     -        11.19   (+/-2cm)      36.7    (feet)  VERTCON   
 BJ2812  ___________________________________________________________________
 BJ2812  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2812
 BJ2812  VERT ORDER  -  SECOND    CLASS I (See Below)
 BJ2812
 BJ2812.The horizontal coordinates were scaled from a topographic map and have
 BJ2812.an estimated accuracy of +/- 6 seconds.
 BJ2812
 BJ2812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2812.The vertical order pertains to the NGVD 29 superseded value.
 BJ2812
 BJ2812.The geoid height was determined by GEOID03.
 BJ2812
 BJ2812;                    North         East    Units  Estimated Accuracy
 BJ2812;SPC LA S     -   222,560.    1,079,300.      MT  (+/- 180 meters Scaled)
 BJ2812
 BJ2812                          SUPERSEDED SURVEY CONTROL
 BJ2812
 BJ2812  NGVD 29 (??/??/??)   11.203  (m)           36.76   (f) ADJUSTED    2 1
 BJ2812
 BJ2812.Superseded values are not recommended for survey control.
 BJ2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2812.See file dsdata.txt to determine how the superseded data were derived.
 BJ2812
 BJ2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP392774(NAD 83)
 BJ2812_MARKER: DD = SURVEY DISK
 BJ2812_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2812_SP_SET: COPPER-CLAD STEEL ROD
 BJ2812_STAMPING: WES 63 1978
 BJ2812_PROJECTION: RECESSED 8 CENTIMETERS
 BJ2812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2812_ROD/PIPE-DEPTH: 6.71 meters
 BJ2812
 BJ2812  HISTORY     - Date     Condition        Report By
 BJ2812  HISTORY     - 1978     MONUMENTED       USE
 BJ2812
 BJ2812                          STATION DESCRIPTION
 BJ2812
 BJ2812'DESCRIBED BY US ENGINEERS 1978
 BJ2812'2.0 MI NW FROM HAMMOND.
 BJ2812'1.5 MILES WEST ALONG HIGHWAY 190 FROM THE JUNCTION OF HIGHWAY 51 AT
 BJ2812'HAMMOND, THENCE 0.5 MILE NORTH ALONG A PAVED ROAD LEADING TO THE
 BJ2812'SANDERSONS FARMS, INC., 253.2 FT. EAST OF THE CENTERLINE OF THE ROAD,
 BJ2812'42.6 FT. NORTHEAST OF THE NORTHEAST CORNER OF A TIN BUILDING, AND
 BJ2812'22.4 FT. SOUTH OF THE SOUTH RIAL OF THE GULF MOBILE AND OHIO RAILROAD.
 BJ2812'THE MARK IS 3 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1542 ***********************************************************************
 BH1542  DESIGNATION -  WES 8
 BH1542  PID         -  BH1542
 BH1542  STATE/COUNTY-  LA/ORLEANS
 BH1542  USGS QUAD   -  NORTH SHORE (1994)
 BH1542
 BH1542                         *CURRENT SURVEY CONTROL
 BH1542  ___________________________________________________________________
 BH1542* NAD 83(1992)-  30 08 48.16722(N)    089 51 38.60246(W)     ADJUSTED  
 BH1542* NAVD 88     -         1.69   (+/-2cm)       5.5  **(feet)  VERTCON   
 BH1542  **This station is located in a subsidence area (see below).
 BH1542  ___________________________________________________________________
 BH1542  X           -      13,418.452 (meters)                     COMP
 BH1542  Y           -  -5,520,068.904 (meters)                     COMP
 BH1542  Z           -   3,184,435.556 (meters)                     COMP
 BH1542  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BH1542  ELLIP HEIGHT-         -24.93  (meters)          (01/21/03) GPS OBS
 BH1542  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BH1542  OBS GRAVITY -     979,325.8   (mgal)                       GRAV_OBS
 BH1542
 BH1542  HORZ ORDER  -  FIRST
 BH1542  VERT ORDER  -  SECOND    CLASS I (See Below)
 BH1542  ELLP ORDER  -  FOURTH    CLASS I
 BH1542
 BH1542.The horizontal coordinates were established by GPS observations
 BH1542.and adjusted by the National Geodetic Survey in May 1994..
 BH1542
 BH1542 ** The orthometric height has not been validated since last determined
 BH1542 ** by differential leveling and should not be used for control purposes.
 BH1542 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH1542 ** area with valid NAVD 88 orthometric heights.
 BH1542 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1542 ** epoch indicated which incorporates improved geoid heights for the
 BH1542 ** Southern Louisiana Subsidence area.
 BH1542 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1542.The vertical order pertains to the NGVD 29 superseded value.
 BH1542
 BH1542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1542
 BH1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1542
 BH1542.The ellipsoidal height was determined by GPS observations
 BH1542.and is referenced to NAD 83.
 BH1542
 BH1542.The geoid height was determined by GEOID03.
 BH1542.The observed gravity was obtained from relative gravimeter ties
 BH1542.to the IGSN71 gravity network.
 BH1542
 BH1542;                    North         East     Units Scale Factor Converg.
 BH1542;SPC LA S     -   183,440.486 1,141,863.253   MT  0.99992897   +0 44 10.8
 BH1542;SPC LA S     -   601,837.66  3,746,263.02   sFT  0.99992897   +0 44 10.8
 BH1542;UTM  16      - 3,338,499.208   224,439.500   MT  1.00053693   -1 26 15.4
 BH1542
 BH1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1542!SPC LA S     -   1.00000392  x   0.99992897  =   0.99993288
 BH1542!UTM  16      -   1.00000392  x   1.00053693  =   1.00054085
 BH1542
 BH1542                          SUPERSEDED SURVEY CONTROL
 BH1542
 BH1542  ELLIP H (05/13/94)  -24.91   (m)                       GP(       ) 4 1
 BH1542  NAD 83(1992)-  30 08 48.16725(N)    089 51 38.60246(W) AD(       ) 1
 BH1542  ELLIP H (01/21/93)  -24.91   (m)                       GP(       ) 4 2
 BH1542  NAD 83(1986)-  30 08 48.18296(N)    089 51 38.59979(W) AD(       ) 1
 BH1542  NGVD 29 (??/??/??)    1.748  (m)            5.73   (f) ADJUSTED    2 1
 BH1542
 BH1542.Superseded values are not recommended for survey control.
 BH1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1542.See file dsdata.txt to determine how the superseded data were derived.
 BH1542
 BH1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2443938499(NAD 83)
 BH1542_MARKER: DD = SURVEY DISK
 BH1542_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH1542_SP_SET: COPPER-CLAD STEEL ROD
 BH1542_STAMPING: WES 8 1978
 BH1542_MARK LOGO: USE   
 BH1542_PROJECTION: FLUSH
 BH1542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1542+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995
 BH1542_ROD/PIPE-DEPTH: 33.5 meters
 BH1542
 BH1542  HISTORY     - Date     Condition        Report By
 BH1542  HISTORY     - 1978     MONUMENTED       USE
 BH1542  HISTORY     - 19880920 GOOD             LADTD
 BH1542  HISTORY     - 19890123 GOOD
 BH1542  HISTORY     - 19950302 GOOD             LADTD
 BH1542
 BH1542                          STATION DESCRIPTION
 BH1542
 BH1542'DESCRIBED BY US ENGINEERS 1978
 BH1542'7.8 MI EAST FROM NEW ORLEANS.
 BH1542'ABOUT 7.8 MILES ALONG U.S. INTERSTATE 10 FROM THE JUNCTION OF STATE
 BH1542'HIGHWAY 47 PARIS ROAD AT NEW ORLEANS, AT THE JUNCTION OF U.S. HIGHWAY
 BH1542'11, 57.2 FT. SOUTHEAST OF THE NORTHWEST CURB OF THE MEDIAN, AND 47.5
 BH1542'FT. SOUTHWEST OF THE NORTHWEST SOUTHEAST CORNER CURB.
 BH1542'THE MARK IS 2 FT  W FROM A WITNESS POST.
 BH1542
 BH1542                          STATION RECOVERY (1988)
 BH1542
 BH1542'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH1542'ABOUT 12.6 KM (7.85 MI) ALONG INTERSTATE HIGHWAY 10 FROM THE JUNCTION
 BH1542'OF STATE HIGHWAY 47 (PARIS ROAD) AT NEW ORLEANS, AT THE JUNCTION OF
 BH1542'U.S. HIGHWAY 11, 17.4 METERS (57.2 FT) SOUTHEAST OF THE NORTHWEST CURB
 BH1542'OF THE MEDIAN, 14.8 METERS (47.5 FT) SOUTHWEST OF THE NORTHWEST
 BH1542'SOUTHEAST CORNER CURB AND 0.61 METERS (2 FT) WEST OF A FIBERGLASS
 BH1542'WITNESS POST.
 BH1542
 BH1542                          STATION RECOVERY (1989)
 BH1542
 BH1542'RECOVERED 1989
 BH1542'RECOVERED IN GOOD CONDITION.
 BH1542
 BH1542                          STATION RECOVERY (1995)
 BH1542
 BH1542'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BH1542'THE STATION IS LOCATED IN NEW ORLEANS EAST IN AN ISLAND OF INTERSTATE
 BH1542'HIGHWAY 10 EAST BOUND EXIT OF U S HIGHWAY 11 INTERCHANGE, ABOUT 0.5 MI
 BH1542'(0.8 KM) SOUTH OF THE SOUTH END OF THE INTERSTATE 10 TWIN BRIDGES OVER
 BH1542'LAKE PONCHARTRAIN.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 BH1542'AND DEVELOPMENT. TO REACH TEH STATION FROM THE JUNCTION OF INTERSTATE
 BH1542'HIGHWAYS 10 AND 510 IN NEW ORLEANS EAST, GO EAST FOR 7.75 MI (12.47
 BH1542'KM) ON INTERSTATE 10 TO THE HIGHWAY 11 EXIT RAMP, CONTINUE EAST FOR
 BH1542'0.10 MI (0.16 KM) ON THE EXIT RAMP TO THE JUNCTION WITH HIGHWAY 11 AND
 BH1542'THE STATION SET IN AN ISLAND AT THE INTERSECTION. THE STATION IS 68.0
 BH1542'FT (20.7 M) NORTH FROM THE SOUTHWEST CORNER OF THE ISLAND, 58.0 FT
 BH1542'(17.7 M) NORTHWEST FROM THE CENTER OF HIGHWAY 11, 57.0 FT (17.4 M)
 BH1542'SOUTH-SOUTHEAST FROM THE NORTHWEST CORNER OF THE ISLAND, 47.0 FT (14.3
 BH1542'M) WEST FROM THE NORTHEAST CORNER OF THE ISLAND, 1.5 FT (0.5 M)
 BH1542'SOUTHEAST FROM A FIBERGLASS WITNESS POST AND ABOUT 1.0 FT (0.3 M)
 BH1542'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2500 ***********************************************************************
 AU2500  DESIGNATION -  WEST
 AU2500  PID         -  AU2500
 AU2500  STATE/COUNTY-  LA/ST MARY
 AU2500  USGS QUAD   -  
 AU2500
 AU2500                         *CURRENT SURVEY CONTROL
 AU2500  ___________________________________________________________________
 AU2500* NAD 83(1992)-  29 28 43.87441(N)    091 41 19.47477(W)     ADJUSTED  
 AU2500* NAVD 88     -                                                        
 AU2500  ___________________________________________________________________
 AU2500  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2500  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU2500
 AU2500  HORZ ORDER  -  THIRD
 AU2500
 AU2500.The horizontal coordinates were established by classical geodetic methods
 AU2500.and adjusted by the National Geodetic Survey in January 1993..
 AU2500
 AU2500
 AU2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2500
 AU2500.The geoid height was determined by GEOID03.
 AU2500
 AU2500;                    North         East     Units Scale Factor Converg.
 AU2500;SPC LA S     -   108,555.335   965,531.283   MT  0.99996696   -0 10 39.8
 AU2500;SPC LA S     -   356,151.96  3,167,747.22   sFT  0.99996696   -0 10 39.8
 AU2500;UTM  15      - 3,261,756.385   627,129.023   MT  0.99979942   +0 38 43.3
 AU2500
 AU2500                          SUPERSEDED SURVEY CONTROL
 AU2500
 AU2500  NAD 83(1986)-  29 28 43.89934(N)    091 41 19.47031(W) AD(       ) 4
 AU2500  NAD 27      -  29 28 43.11800(N)    091 41 19.05000(W) AD(       ) 3
 AU2500
 AU2500.Superseded values are not recommended for survey control.
 AU2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2500.See file dsdata.txt to determine how the superseded data were derived.
 AU2500
 AU2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN2712961756(NAD 83)
 AU2500_MARKER: 16 = DAYBEACON
 AU2500
 AU2500  HISTORY     - Date     Condition        Report By
 AU2500  HISTORY     - 1960     FIRST OBSERVED   CGS
 AU2500
 AU2500                          STATION DESCRIPTION
 AU2500
 AU2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AU2500'LOCATED ALONG THE SOUTH SIDE OF EAST COTE BLANCHE BAY, ABOUT
 AU2500'5.5 MILES NORTHWEST OF THE TEXACO DOCK AND TANK BATTERY,
 AU2500'ABOUT 3.6 MILES EAST OF SOUTH POINT, ABOUT 1.6 MILES NORTH
 AU2500'OF HUMBLE WELL NO. 1 AND ON THE WEST END OF A LONG SHELL
 AU2500'REEF.  THE STATION IS MARKED BY A DOUBLE DIAMOND SHAPED
 AU2500'CROSS BANNER ON A 2 X 2, 16 FEET LONG AND NAILED TO A PILE
 AU2500'DRIVEN INTO THE REEF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3056 ***********************************************************************
 BK3056  DESIGNATION -  WEST
 BK3056  PID         -  BK3056
 BK3056  STATE/COUNTY-  LA/VERNON
 BK3056  USGS QUAD   -  ROSEPINE (1994)
 BK3056
 BK3056                         *CURRENT SURVEY CONTROL
 BK3056  ___________________________________________________________________
 BK3056* NAD 83(1992)-  30 56 48.60762(N)    093 16 46.74469(W)     ADJUSTED  
 BK3056* NAVD 88     -        71.8    (meters)     236.     (feet)  VERTCON   
 BK3056  ___________________________________________________________________
 BK3056  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 BK3056  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BK3056
 BK3056  HORZ ORDER  -  SECOND
 BK3056
 BK3056.The horizontal coordinates were established by classical geodetic methods
 BK3056.and adjusted by the National Geodetic Survey in January 1993..
 BK3056
 BK3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3056
 BK3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3056
 BK3056.The geoid height was determined by GEOID03.
 BK3056
 BK3056;                    North         East     Units Scale Factor Converg.
 BK3056;SPC LA N     -    49,812.859   925,495.088   MT  1.00005711   -0 24 43.9
 BK3056;SPC LA N     -   163,427.69  3,036,395.13   sFT  1.00005711   -0 24 43.9
 BK3056;UTM  15      - 3,423,743.513   473,287.942   MT  0.99960880   -0 08 37.7
 BK3056
 BK3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3056!SPC LA N     -   0.99999294  x   1.00005711  =   1.00005005
 BK3056!UTM  15      -   0.99999294  x   0.99960880  =   0.99960174
 BK3056
 BK3056|---------------------------------------------------------------------|
 BK3056| PID    Reference Object                     Distance      Geod. Az  |
 BK3056|                                                           dddmmss.s |
 BK3056| CV8608 WEST RM 1                            13.915 METERS 02826     |
 BK3056| BK3055 WEST LDH 1972 A PT                   22.156 METERS 04844     |
 BK3056| BK1992 WEST AZ MK                                         1985653.8 |
 BK3056| CV8609 WEST RM 2                            20.888 METERS 28237     |
 BK3056|---------------------------------------------------------------------|
 BK3056
 BK3056                          SUPERSEDED SURVEY CONTROL
 BK3056
 BK3056  NAD 83(1986)-  30 56 48.62154(N)    093 16 46.73665(W) AD(       ) 2
 BK3056  NAD 27      -  30 56 47.93020(N)    093 16 46.14980(W) AD(       ) 2
 BK3056  NGVD 29 (07/19/86)   72.0    (m)          236.     (f) VERT ANG       
 BK3056
 BK3056.Superseded values are not recommended for survey control.
 BK3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3056.See file dsdata.txt to determine how the superseded data were derived.
 BK3056
 BK3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ7328823744(NAD 83)
 BK3056_MARKER: DD = SURVEY DISK
 BK3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3056
 BK3056  HISTORY     - Date     Condition        Report By
 BK3056  HISTORY     - 1972     MONUMENTED       LADH
 BK3056  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK3056  HISTORY     - 20010331 GOOD             NGS
 BK3056  HISTORY     - 20011125 GOOD             USPSQD
 BK3056
 BK3056                          STATION DESCRIPTION
 BK3056
 BK3056'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BK3056'THE STATION IS LOCATED 7 MILES NORTH OF DERIDDER, 13 MILES SOUTH OF
 BK3056'LEESVILLE, IN THE SOUTHWEST 1/4 OF SECTION 27, T1S, R9W.
 BK3056'
 BK3056'TO REACH THE STATION FROM DERIDDER, FROM THE INTERSECTION OF U. S.
 BK3056'HIGHWAY 171 AND U. S. HIGHWAY 190, DRIVE NORTH ALONG U. S. HIGHWAY
 BK3056'171 FOR 7.5 MILES TO THE ENTRANCE TO THE SOUTHWESTERN LOUISIANA
 BK3056'EXPERIMENT STATION ON THE RIGHT AND EAST OF THE HIGHWAY.  TURN
 BK3056'RIGHT AND GO 0.2 MILE EAST ON A BLACK TOP ROAD TO THE STATION ON
 BK3056'THE RIGHT ON A HILL IN FRONT OF THE EXPERIMENT STATION OFFICE.
 BK3056'
 BK3056'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ON THE BLACK
 BK3056'TOP ROAD FOR 0.2 MILE TO U. S. HIGHWAY 171, TURN LEFT AND GO SOUTH
 BK3056'ON U. S. HIGHWAY 171 FOR 0.4 MILE.  THE MARK IS SET ON THE LEFT AND
 BK3056'EAST OF THE HIGHWAY NEAR THE RAILROAD.
 BK3056'
 BK3056'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3056'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK3056'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BK3056'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BK3056'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BK3056'STAMPED WEST 1972.  THE MARK IS 50 FEET NORTH OF A TELEPHONE POLE,
 BK3056'30 FEET WEST OF A 14 INCH OAK TREE, 25 FEET SOUTHEAST OF A 14
 BK3056'INCH OAK TREE, 21 FEET SOUTH OF THE CENTER OF A BLACK TOP
 BK3056'DRIVE LEADING TO THE SOUTHWESTERN LOUISIANA EXPERIMENT STATION
 BK3056'OFFICE BUILDING, AND 2 FEET SOUTHEAST OF A METAL WITNESS POST AND
 BK3056'SIGN.
 BK3056'
 BK3056'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3056'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK3056'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK3056'STAMPED WEST R. M. 1 1972.  IT IS 75 FEET NORTH-NORTHWEST OF THE
 BK3056'NORTHWEST CORNER OF THE SOUTHWESTERN LOUISIANA EXPERIMENT STATION
 BK3056'OFFICE BUILDING, 47 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 45
 BK3056'FEET NORTH-NORTHWEST OF THE NORTH END OF A CONCRETE SIDEWALK,
 BK3056'AND 18 FEET SOUTHWEST OF A 16 INCH OAK TREE.
 BK3056'
 BK3056'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3056'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK3056'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK3056'STAMPED WEST R. M. 2 1972.  IT IS 47 FEET SOUTH OF THE EAST END OF
 BK3056'A CONCRETE SIDEWALK, 46 FEET SOUTH OF A 14 INCH OAK TREE, AND 26
 BK3056'FEET EAST OF THE CENTER OF A BLACKTOP DRIVE.
 BK3056'
 BK3056'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BK3056'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BK3056'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BK3056'STAMPED WEST AZ. MK. 1972.  IT IS 53 FEET EAST OF THE CENTER OF
 BK3056'U. S. HIGHWAY 171, 28 FEET WEST OF THE WEST RAIL ON THE KANSAS
 BK3056'CITY SOUTHERN RAILROAD, 12 FEET SOUTHEAST OF TELEPHONE POLE NO.
 BK3056'388, AND 2.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 BK3056'
 BK3056'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BK3056
 BK3056                          STATION RECOVERY (1994)
 BK3056
 BK3056'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3056'MARK NOT FOUND.
 BK3056
 BK3056                          STATION RECOVERY (2001)
 BK3056
 BK3056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3056
 BK3056                          STATION RECOVERY (2001)
 BK3056
 BK3056'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK3056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1058 ***********************************************************************
 AT1058  DESIGNATION -  WEST 1955
 AT1058  PID         -  AT1058
 AT1058  STATE/COUNTY-  LA/PLAQUEMINES
 AT1058  USGS QUAD   -  PASS DU BOIS (1993)
 AT1058
 AT1058                         *CURRENT SURVEY CONTROL
 AT1058  ___________________________________________________________________
 AT1058* NAD 83(1992)-  29 06 19.56876(N)    089 24 01.55608(W)     ADJUSTED  
 AT1058* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1058  **This station is located in a subsidence area (see below).
 AT1058  ___________________________________________________________________
 AT1058  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AT1058  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AT1058
 AT1058  HORZ ORDER  -  THIRD
 AT1058
 AT1058.The horizontal coordinates were established by classical geodetic methods
 AT1058.and adjusted by the National Geodetic Survey in January 1993..
 AT1058
 AT1058 ** The orthometric height has not been validated since last determined
 AT1058 ** by differential leveling and should not be used for control purposes.
 AT1058 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1058 ** area with valid NAVD 88 orthometric heights.
 AT1058 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1058 ** epoch indicated which incorporates improved geoid heights for the
 AT1058 ** Southern Louisiana Subsidence area.
 AT1058 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1058.The orthometric height was scaled from a topographic map.
 AT1058
 AT1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1058
 AT1058.The geoid height was determined by GEOID03.
 AT1058
 AT1058;                    North         East     Units Scale Factor Converg.
 AT1058;SPC LA S     -    68,698.733 1,188,148.221   MT  1.00004688   +0 57 59.3
 AT1058;SPC LA S     -   225,389.09  3,898,116.29   sFT  1.00004688   +0 57 59.3
 AT1058;UTM  16      - 3,222,048.216   266,399.460   MT  1.00027343   -1 10 05.3
 AT1058
 AT1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1058!SPC LA S     -   1.00000373  x   1.00004688  =   1.00005062
 AT1058!UTM  16      -   1.00000373  x   1.00027343  =   1.00027717
 AT1058
 AT1058                          SUPERSEDED SURVEY CONTROL
 AT1058
 AT1058  NAD 83(1986)-  29 06 19.57425(N)    089 24 01.56866(W) AD(       ) 3
 AT1058  NAD 27      -  29 06 18.76200(N)    089 24 01.36700(W) AD(       ) 3
 AT1058
 AT1058.Superseded values are not recommended for survey control.
 AT1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1058.See file dsdata.txt to determine how the superseded data were derived.
 AT1058
 AT1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6639922048(NAD 83)
 AT1058_MARKER: DT = TOPOGRAPHIC STATION DISK
 AT1058_SETTING: 0 = UNSPECIFIED SETTING
 AT1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1058
 AT1058  HISTORY     - Date     Condition        Report By
 AT1058  HISTORY     - 1955     MONUMENTED       CGS
 AT1058
 AT1058                          STATION DESCRIPTION
 AT1058
 AT1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 AT1058'ABOUT 12 MILES SOUTH SOUTHWEST FROM VENICE, AND ABOUT 9 MILES WEST
 AT1058'SOUTHWEST FROM THE HEAD
 AT1058'OF THE PASSES OF THE MISSISSIPPI RIVER, ON A SMALL PASS
 AT1058'RUNNING WEST NORTHWEST FROM THE
 AT1058'PASS DU BOIS ABOUT 1-1/2 MILES ABOVE
 AT1058'THE MOUTH OF THE PASS DU BOIS, ON THE NORTH BANK
 AT1058'OF THE SMALL PASS,
 AT1058'ON THE POINT OF LAND FORMED BETWEEN THE NORTH BANK OF THE SMALL
 AT1058'PASS AND THE WEST
 AT1058'BANK OF A CANAL RUNNING NORTH FROM THE SMALL PASS ABOUT
 AT1058'2200 FEET WEST OF THE PASS DU
 AT1058'BOIS, 49 FEET NORTH OF THE NORTH BANK
 AT1058'OF THE SMALL PASS, AND 43 FEET WEST OF THE WEST
 AT1058'BANK OF THE CANAL, A
 AT1058'STANDARD TOPOGRAPHIC DISK WITH NO STAMPING SET IN THE TOP OF AN
 AT1058'8-FOOT LENGTH
 AT1058'OF 4-INCH FIBER SOIL PIPE PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1992 ***********************************************************************
 BK1992  DESIGNATION -  WEST AZ MK
 BK1992  PID         -  BK1992
 BK1992  STATE/COUNTY-  LA/VERNON
 BK1992  USGS QUAD   -  ROSEPINE (1994)
 BK1992
 BK1992                         *CURRENT SURVEY CONTROL
 BK1992  ___________________________________________________________________
 BK1992* NAD 83(1986)-  30 56 31.     (N)    093 16 53.     (W)     SCALED    
 BK1992* NAVD 88     -        63.644  (meters)     208.81   (feet)  ADJUSTED  
 BK1992  ___________________________________________________________________
 BK1992  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BK1992  DYNAMIC HT  -          63.564 (meters)     208.54  (feet)  COMP
 BK1992  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 BK1992
 BK1992  VERT ORDER  -  SECOND    CLASS I
 BK1992
 BK1992.The horizontal coordinates were scaled from a topographic map and have
 BK1992.an estimated accuracy of +/- 6 seconds.
 BK1992
 BK1992.The orthometric height was determined by differential leveling
 BK1992.and adjusted by the National Geodetic Survey in February 1994..
 BK1992
 BK1992.The geoid height was determined by GEOID03.
 BK1992
 BK1992.The dynamic height is computed by dividing the NAVD 88
 BK1992.geopotential number by the normal gravity value computed on the
 BK1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1992.degrees latitude (g = 980.6199 gals.).
 BK1992
 BK1992.The modeled gravity was interpolated from observed gravity values.
 BK1992
 BK1992;                    North         East    Units  Estimated Accuracy
 BK1992;SPC LA N     -    49,270.      925,330.      MT  (+/- 180 meters Scaled)
 BK1992
 BK1992                          SUPERSEDED SURVEY CONTROL
 BK1992
 BK1992  NGVD 29 (??/??/??)   63.83   (m)          209.4    (f) RESET       3  
 BK1992
 BK1992.Superseded values are not recommended for survey control.
 BK1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1992.See file dsdata.txt to determine how the superseded data were derived.
 BK1992
 BK1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ731232(NAD 83)
 BK1992_MARKER: DZ = AZIMUTH MARK DISK
 BK1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1992_SP_SET: CONCRETE POST
 BK1992_STAMPING: WEST AZ MK 1972
 BK1992_MARK LOGO: LADH  
 BK1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1992+STABILITY: SURFACE MOTION
 BK1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1992+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1989
 BK1992
 BK1992  HISTORY     - Date     Condition        Report By
 BK1992  HISTORY     - 1972     MONUMENTED       USGS
 BK1992  HISTORY     - 1972     GOOD             NGS
 BK1992  HISTORY     - 19891003 GOOD             LADTD
 BK1992  HISTORY     - 19940611 GOOD             USPSQD
 BK1992  HISTORY     - 20010331 GOOD             NGS
 BK1992  HISTORY     - 20011125 GOOD             USPSQD
 BK1992
 BK1992                          STATION DESCRIPTION
 BK1992
 BK1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1992'1.4 MI N FROM ROSEPINE.
 BK1992'6.7 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BK1992'STATION IN DE RIDDER, BEAUREGARD PARISH, 0.5 MILE NORTH OF MILEPOST
 BK1992'683, 212.0 FEET NORTH OF THE CENTERLINE OF THE JUNCTION OF A ROAD
 BK1992'LEADING WEST, 31.0 FEET WEST OF THE CENTERLINE OF THE TRACK, 53.0
 BK1992'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 171, AND 11.8 FEET SOUTH-
 BK1992'WEST OF A TELEPHONE POLE.
 BK1992'F
 BK1992'E2.5 N
 BK1992
 BK1992                          STATION RECOVERY (1989)
 BK1992
 BK1992'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BK1992'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) NORTH OF DERIDDER AND
 BK1992'25.1 KM (15.6 MI) SOUTH OF LEESVILLE.  OWNERSHIP--LOUISIANA
 BK1992'DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK1992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 171 AND 190,
 BK1992'AT THE FIRST BAPTIST CHURCH, IN DERIDDER, GO NORTH FOR 10.8 KM
 BK1992'(6.7 MI) ON HIGHWAY 171 TO THE STATION ON THE RIGHT BETWEEN THE
 BK1992'HIGHWAY AND THE RAILROAD TRACKS.
 BK1992'THE STATION IS 16.3 M (53.5 FT) EAST FROM THE CENTER OF THE NORTH
 BK1992'BOUND LANES OF THE HIGHWAY, 8.7 M (28.5 FT) WEST FROM THE WEST RAIL
 BK1992'OF THE RAILROAD TRACKS, 6.6 M (21.7 FT) NORTH FROM THE EXTENDED
 BK1992'CENTER OF HAWKS ROAD AND 2.8 M (9.2 FT) NORTH FROM A WITNESS POST.
 BK1992'THE STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 BK1992'HIGHWAY.
 BK1992
 BK1992                          STATION RECOVERY (1994)
 BK1992
 BK1992'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1992'RECOVERED IN GOOD CONDITION.
 BK1992
 BK1992                          STATION RECOVERY (2001)
 BK1992
 BK1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1992'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK1992
 BK1992                          STATION RECOVERY (2001)
 BK1992
 BK1992'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BK1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1057 ***********************************************************************
 AT1057  DESIGNATION -  WEST BAY
 AT1057  PID         -  AT1057
 AT1057  STATE/COUNTY-  LA/PLAQUEMINES
 AT1057  USGS QUAD   -  PASS DU BOIS (1993)
 AT1057
 AT1057                         *CURRENT SURVEY CONTROL
 AT1057  ___________________________________________________________________
 AT1057* NAD 83(1992)-  29 06 18.67114(N)    089 24 32.05453(W)     ADJUSTED  
 AT1057* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1057  **This station is located in a subsidence area (see below).
 AT1057  ___________________________________________________________________
 AT1057  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AT1057  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AT1057
 AT1057  HORZ ORDER  -  THIRD
 AT1057
 AT1057.The horizontal coordinates were established by classical geodetic methods
 AT1057.and adjusted by the National Geodetic Survey in January 1993..
 AT1057
 AT1057 ** The orthometric height has not been validated since last determined
 AT1057 ** by differential leveling and should not be used for control purposes.
 AT1057 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1057 ** area with valid NAVD 88 orthometric heights.
 AT1057 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1057 ** epoch indicated which incorporates improved geoid heights for the
 AT1057 ** Southern Louisiana Subsidence area.
 AT1057 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1057.The orthometric height was scaled from a topographic map.
 AT1057
 AT1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1057
 AT1057.The geoid height was determined by GEOID03.
 AT1057
 AT1057;                    North         East     Units Scale Factor Converg.
 AT1057;SPC LA S     -    68,657.220 1,187,324.121   MT  1.00004694   +0 57 44.1
 AT1057;SPC LA S     -   225,252.90  3,895,412.55   sFT  1.00004694   +0 57 44.1
 AT1057;UTM  16      - 3,222,037.424   265,574.196   MT  1.00027820   -1 10 20.1
 AT1057
 AT1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1057!SPC LA S     -   1.00000373  x   1.00004694  =   1.00005067
 AT1057!UTM  16      -   1.00000373  x   1.00027820  =   1.00028194
 AT1057
 AT1057|---------------------------------------------------------------------|
 AT1057| PID    Reference Object                     Distance      Geod. Az  |
 AT1057|                                                           dddmmss.s |
 AT1057| DD8241 WEST BAY RM 1                        32.750 METERS 02347     |
 AT1057| DD8242 WEST BAY RM 2                        11.780 METERS 09121     |
 AT1057| AT1067 TANTINE                             APPROX. 6.7 KM 3331313.4 |
 AT1057|---------------------------------------------------------------------|
 AT1057
 AT1057                          SUPERSEDED SURVEY CONTROL
 AT1057
 AT1057  NAD 83(1986)-  29 06 18.67737(N)    089 24 32.06696(W) AD(       ) 3
 AT1057  NAD 27      -  29 06 17.85200(N)    089 24 31.88200(W) AD(       ) 3
 AT1057
 AT1057.Superseded values are not recommended for survey control.
 AT1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1057.See file dsdata.txt to determine how the superseded data were derived.
 AT1057
 AT1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6557422037(NAD 83)
 AT1057_MARKER: DS = TRIANGULATION STATION DISK
 AT1057_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AT1057_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AT1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1057
 AT1057  HISTORY     - Date     Condition        Report By
 AT1057  HISTORY     - 1927     MONUMENTED       CGS
 AT1057  HISTORY     - 1934     MARK NOT FOUND   CGS
 AT1057  HISTORY     - 1936     MARK NOT FOUND   CGS
 AT1057
 AT1057                          STATION DESCRIPTION
 AT1057
 AT1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 AT1057'STATION IS AT THE NORTHWESTERN END OF WEST BAY AT THE WEST ENTRANCE
 AT1057'TO GRAND PASS FROM
 AT1057'THE GULF.  IT IS IN THE MARSH JUST OFF THE EASTERN
 AT1057'END OF THIS ENTRANCE, AND IS JUST
 AT1057'SOUTH OF THE FIRST SMALL SLUICE
 AT1057'EMPTYING INTO THE PASS.  IT IS ACROSS THE PASS FROM
 AT1057'A SHALLOW CHANNEL
 AT1057'LEADING BETWEEN AN ISLAND ON THE MAINLAND.  R M 1 IS AT THE MOUTH OF
 AT1057'THE ABOVE SLUICE,
 AT1057'WHILE 2 IS UP THE SLUICE, ABOUT 30 METERS, AND IS
 AT1057'JUST ABEAM OF THE MARK.  THE MARK IS
 AT1057'DIFFICULT TO REACH FROM THE GULF
 AT1057'ON ACCOUNT OF THE MUD FLATS, BUT IT CAN EASILY BE
 AT1057'REACHED THRU THE
 AT1057'JUMP, AND FROM THE MISSISSIPPI RIVER, THE MARKS PROJECT ABOUT 10
 AT1057'INCHES ABOVE THE
 AT1057'SURFACE OF THE GROUND.
 AT1057
 AT1057                          STATION RECOVERY (1934)
 AT1057
 AT1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AT1057'THIS STATION WAS REPORTED LOST IN 1934.
 AT1057
 AT1057                          STATION RECOVERY (1936)
 AT1057
 AT1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1057'FOUND NO TRACE OF THIS STATION.  EVIDENTLY CONSIDERABLE CHANGE HAS
 AT1057'OCCURRED IN THE
 AT1057'AREA SINCE PRESENT TOPOGRAPHIC DETAILS DO NOT CHECK
 AT1057'WITH THE DESCRIPTION.  STATION
 AT1057'PROBABLY LOST BY WASHING AWAY OF THE
 AT1057'SHORE, OR FILLING UP OF THE MARSH.
 AT1057'
 AT1057'THE ABOVE STATION WAS REPORTED LOST IN 1934 BY PARTY OF M.H.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0929 ***********************************************************************
 AV0929  DESIGNATION -  WEST END 2
 AV0929  PID         -  AV0929
 AV0929  STATE/COUNTY-  LA/CAMERON
 AV0929  USGS QUAD   -  WEST OF JOHNSON BAYOU (1993)
 AV0929
 AV0929                         *CURRENT SURVEY CONTROL
 AV0929  ___________________________________________________________________
 AV0929* NAD 83(1992)-  29 45 52.22345(N)    093 48 34.41955(W)     ADJUSTED  
 AV0929* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0929  ___________________________________________________________________
 AV0929  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AV0929  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AV0929
 AV0929  HORZ ORDER  -  SECOND
 AV0929
 AV0929.The horizontal coordinates were established by classical geodetic methods
 AV0929.and adjusted by the National Geodetic Survey in February 1996..
 AV0929
 AV0929.The orthometric height was scaled from a topographic map.
 AV0929
 AV0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0929
 AV0929.The geoid height was determined by GEOID03.
 AV0929
 AV0929;                    North         East     Units Scale Factor Converg.
 AV0929;SPC LA S     -   142,751.036   760,550.312   MT  0.99993420   -1 14 17.3
 AV0929;SPC LA S     -   468,342.36  2,495,238.82   sFT  0.99993420   -1 14 17.3
 AV0929;SPC TXSC     - 4,225,163.148 1,101,765.004   MT  0.99989126   +2 32 34.3
 AV0929;SPC TXSC     -13,862,056.09  3,614,707.35   sFT  0.99989126   +2 32 34.3
 AV0929;UTM  15      - 3,292,965.736   421,734.694   MT  0.99967558   -0 24 06.9
 AV0929
 AV0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0929!SPC LA S     -   1.00000409  x   0.99993420  =   0.99993829
 AV0929!SPC TXSC     -   1.00000409  x   0.99989126  =   0.99989535
 AV0929!UTM  15      -   1.00000409  x   0.99967558  =   0.99967966
 AV0929
 AV0929|---------------------------------------------------------------------|
 AV0929| PID    Reference Object                     Distance      Geod. Az  |
 AV0929|                                                           dddmmss.s |
 AV0929| AV0928 WEST END 3                           15.370 METERS 12151     |
 AV0929| AV0890 SABINE PASS CG STA CUPOLA           APPROX. 7.7 KM 2131435.6 |
 AV0929| AV0894 SABINE PASS LIGHTHOUSE 1874         APPROX. 6.6 KM 2162632.2 |
 AV0929| CV9523 WEST END 2 RM 1                      20.288 METERS 21629     |
 AV0929| CV9524 WEST END 2 RM 2                      18.706 METERS 30151     |
 AV0929| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX.17.1 KM 3144015.6 |
 AV0929| AV0975 PORT ARTHUR MUNICIPAL TANK          APPROX.18.0 KM 3175416.6 |
 AV0929|---------------------------------------------------------------------|
 AV0929
 AV0929                          SUPERSEDED SURVEY CONTROL
 AV0929
 AV0929  NAD 83(1992)-  29 45 52.22307(N)    093 48 34.41977(W) AD(       ) 2
 AV0929  NAD 83(1986)-  29 45 52.24563(N)    093 48 34.40455(W) AD(       ) 2
 AV0929  NAD 27      -  29 45 51.45860(N)    093 48 33.82050(W) AD(       ) 2
 AV0929
 AV0929.Superseded values are not recommended for survey control.
 AV0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0929.See file dsdata.txt to determine how the superseded data were derived.
 AV0929
 AV0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2173592966(NAD 83)
 AV0929_MARKER: DS = TRIANGULATION STATION DISK
 AV0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0929+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AV0929
 AV0929  HISTORY     - Date     Condition        Report By
 AV0929  HISTORY     - 1957     MONUMENTED       CGS
 AV0929  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AV0929  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0929  HISTORY     - 20050319 GOOD             USPSQD
 AV0929
 AV0929                          STATION DESCRIPTION
 AV0929
 AV0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0929'THE STATION IS LOCATED--7.2 MILES WEST ALONG LA. HWY. 82
 AV0929'FROM THE JOHNSON BAYOU SCHOOL, AND 5-1/2 MILES EAST OF THE EAST
 AV0929'END OF THE BRIDGE OVER SABINE RIVER, ABOUT 700 FT. WEST
 AV0929'OF A SLIGHT CURVE IN ROAD, AT A SHELL FILL OVER A DITCH,
 AV0929'128 FT. NORTHWEST OF CENTERLINE OF ROAD AND 22 FT. WEST
 AV0929'OF A SMALL CLUMP OF BUSHES.  IT IS A STANDARD DISK SET IN
 AV0929'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES, STAMPED
 AV0929'WEST END 2 1957.
 AV0929'
 AV0929'R.M. NO 1 IS 79 FT. NORTH OF CENTERLINE OF ROAD, 66.50 FT.
 AV0929'SOUTHWEST OF STATION SET ON LINE WITH SABINE PASS LIGHT HOUSE.
 AV0929'IT IS A STANDARD DISK SET IN TOP OF A SQUARE CONCRETE MONUMENT
 AV0929'PROJECTING 4 INCHES, STAMPED WEST END 2 NO 1 1957.
 AV0929'
 AV0929'R.M. NO 2 IS 95 FT. NORTH OF NORTH EDGE OF DITCH PARALLELING
 AV0929'ROAD.  IT IS 61.37 FT. WEST OF STATION SET ON LINE WITH THE
 AV0929'WEST PORT ARTHUR TEXAS CO. DOCKS WATER TANK, IT IS A STANDARD
 AV0929'DISK SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 AV0929'4 INCHES, STAMPED WEST END 2 NO 2 1957.
 AV0929'
 AV0929'THIS STATION WAS LOCATED BY A THREE POINT FIX.
 AV0929
 AV0929                          STATION RECOVERY (1960)
 AV0929
 AV0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 AV0929'THE STATION WAS VISITED 6-14-60 AND THE STATION MARK AND
 AV0929'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 AV0929'MARK NO. 1 WAS FOUND DISTURBED, THE MEASUREMENT FAILING TO CHECK
 AV0929'BY .06 FOOT AND THE DIRESTION BY 2 MINUTES, THE MARK WAS
 AV0929'CHIPPED ON TWO SIDES.
 AV0929'
 AV0929'THE STATION AND BOTH THE REFERENCE MARKS WERE REQUESTED MOVED BY
 AV0929'THE STATE HIGHWAY DEPARTMENT.  A NEW STATION WEST END 3 1960
 AV0929'WAS ESTABLISHED ON LINE WITH REFERENCE MARK NO. 2 AND THE STATION,
 AV0929'180 DEGREES FROM REFERENCE MARK NO. 2.  REFERENCE MARKS NO. 3
 AV0929'AND 4 WERE ESTABLISHED AT THIS DATE.  REFERENCE MARK NO. 1
 AV0929'AND 2 AND THE STATION SURFACE MARK WERE DESTROYED AT THIS
 AV0929'DATE, THE UNDERGROUND MARK WILL BE DESTROYED BY ROAD
 AV0929'CONSTRUCTION AT A LATER DATE.
 AV0929'
 AV0929'THIS STATION WAS LOCATED BY A THREE POINT FIX IN 1957 BY
 AV0929'THE PHOTOGRAMMETRIC PARTY.  THE DISTANCE TO THE REFERENCE MARKS
 AV0929'WERE MEASURED TO THE POINT OF THE ARROW ON THE DISK RATHER
 AV0929'THAN TO THE CENTER OF THE DISK.
 AV0929'
 AV0929'SEE DESCRIPTION FOR WEST END 3 1960.
 AV0929
 AV0929                          STATION RECOVERY (1988)
 AV0929
 AV0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0929'MARK NOT FOUND.
 AV0929
 AV0929                          STATION RECOVERY (2005)
 AV0929
 AV0929'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0928 ***********************************************************************
 AV0928  DESIGNATION -  WEST END 3
 AV0928  PID         -  AV0928
 AV0928  STATE/COUNTY-  LA/CAMERON
 AV0928  USGS QUAD   -  WEST OF JOHNSON BAYOU (1993)
 AV0928
 AV0928                         *CURRENT SURVEY CONTROL
 AV0928  ___________________________________________________________________
 AV0928* NAD 83(1992)-  29 45 51.96006(N)    093 48 33.93355(W)     ADJUSTED  
 AV0928* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0928  ___________________________________________________________________
 AV0928  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AV0928  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AV0928
 AV0928  HORZ ORDER  -  SECOND
 AV0928
 AV0928.The horizontal coordinates were established by classical geodetic methods
 AV0928.and adjusted by the National Geodetic Survey in February 1996..
 AV0928
 AV0928.The orthometric height was scaled from a topographic map.
 AV0928
 AV0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0928
 AV0928.The geoid height was determined by GEOID03.
 AV0928
 AV0928;                    North         East     Units Scale Factor Converg.
 AV0928;SPC LA S     -   142,742.646   760,563.189   MT  0.99993421   -1 14 17.1
 AV0928;SPC LA S     -   468,314.83  2,495,281.06   sFT  0.99993421   -1 14 17.1
 AV0928;SPC TXSC     - 4,225,155.626 1,101,778.406   MT  0.99989125   +2 32 34.5
 AV0928;SPC TXSC     -13,862,031.42  3,614,751.32   sFT  0.99989125   +2 32 34.5
 AV0928;UTM  15      - 3,292,957.538   421,747.689   MT  0.99967555   -0 24 06.7
 AV0928
 AV0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0928!SPC LA S     -   1.00000409  x   0.99993421  =   0.99993830
 AV0928!SPC TXSC     -   1.00000409  x   0.99989125  =   0.99989534
 AV0928!UTM  15      -   1.00000409  x   0.99967555  =   0.99967963
 AV0928
 AV0928:                Primary Azimuth Mark                     Grid Az
 AV0928:SPC LA S     -  HONKER                                   052 42 43.7
 AV0928:SPC TXSC     -  HONKER                                   048 55 52.1
 AV0928:UTM  15      -  HONKER                                   051 52 33.3
 AV0928
 AV0928|---------------------------------------------------------------------|
 AV0928| PID    Reference Object                     Distance      Geod. Az  |
 AV0928|                                                           dddmmss.s |
 AV0928| AV0931 HONKER                              APPROX. 6.9 KM 0512826.6 |
 AV0928| CV9526 WEST END 3 RM 4                      24.101 METERS 07645     |
 AV0928| AV0894 SABINE PASS LIGHTHOUSE 1874         APPROX. 6.6 KM 2163430.1 |
 AV0928| CV9525 WEST END 3 RM 3                      36.338 METERS 26803     |
 AV0928| AV0929 WEST END 2                           15.370 METERS 30151     |
 AV0928|---------------------------------------------------------------------|
 AV0928
 AV0928                          SUPERSEDED SURVEY CONTROL
 AV0928
 AV0928  NAD 83(1992)-  29 45 51.95969(N)    093 48 33.93377(W) AD(       ) 2
 AV0928  NAD 83(1986)-  29 45 51.98225(N)    093 48 33.91856(W) AD(       ) 2
 AV0928  NAD 27      -  29 45 51.19520(N)    093 48 33.33450(W) AD(       ) 2
 AV0928
 AV0928.Superseded values are not recommended for survey control.
 AV0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0928.See file dsdata.txt to determine how the superseded data were derived.
 AV0928
 AV0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN2174892958(NAD 83)
 AV0928_MARKER: DS = TRIANGULATION STATION DISK
 AV0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0928+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AV0928
 AV0928  HISTORY     - Date     Condition        Report By
 AV0928  HISTORY     - 1960     MONUMENTED       CGS
 AV0928  HISTORY     - 1963     GOOD             CGS
 AV0928  HISTORY     - 20050319 GOOD             USPSQD
 AV0928
 AV0928                          STATION DESCRIPTION
 AV0928
 AV0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 AV0928'THE STATION IS LOCATED 6.8 MILES WEST ALONG STATE HIGHWAY
 AV0928'82 FROM THE SIDE ROAD LEADING NORTH ALONG THE WEST SIDE OF
 AV0928'JOHNSON BAYOU SCHOOL OR 5.5 MILES EAST ALONG STATE HIGHWAY 82
 AV0928'FROM THE EAST END OF THE BRIDGE OVER SABINE RIVER, ABOUT
 AV0928'700 FEET WEST OF A SLIGHT CURVE IN THE HIGHWAY, 50 FEET
 AV0928'NORTH OF THE CENTERLINE OF THE HIGHWAY, 69 FEET NORTHEAST
 AV0928'OF THE EAST END OF A CONCRETE CULVERT UNDER A SIDEROAD LEADING
 AV0928'TO A BORROW PIT, 234 FEET EAST OF THE NORTH END OF A CONCRETE
 AV0928'CULVERT UNDER THE HIGHWAY AND 1 FOOT NORTH OF A METAL WITNESS
 AV0928'POST.  IT IS A STANDARD DISK, STAMPED WEST END 3 1960,
 AV0928'PROJECTING 6 INCHES.
 AV0928'
 AV0928'REFERENCE MARK NO. 3 IS 119.22 FEET WEST-SOUTHWEST OF THE
 AV0928'STATION, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 AV0928'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 AV0928'DISK, STAMPED WEST END 3 NO 3 1960, PROJECTING 6 INCHES.
 AV0928'
 AV0928'REFERENCE MARK NO. 4 IS 79.07 FEET EAST-NORTHEAST OF THE STATION
 AV0928'AND ON LINE WITH THE STATION AND REFERENCE MARK NO. 3.
 AV0928'IT IS 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 AV0928'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 AV0928'DISK, STAMPED WEST END 3 NO 4 1960, PROJECTING 6 INCHES.
 AV0928'
 AV0928'SABINE PASS LIGHTHOUSE 1874 WILL BE USED AS THE AZIMUTH
 AV0928'MARK FOR THIS STATION.
 AV0928'
 AV0928'TO REACH THE STATION FROM THE JUNCTION OF THE ROAD LEADING
 AV0928'NORTH ALONG THE WEST SIDE OF JOHNSON BAYOU SCHOOL, GO EAST
 AV0928'ALONG STATE HIGHWAY 82 FOR 6.8 MILES TO THE MARK ON THE RIGHT
 AV0928'AT THE SOUTH EDGE OF A BORROW PIT.
 AV0928
 AV0928                          STATION RECOVERY (1963)
 AV0928
 AV0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0928'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 AV0928'CONDITION AND ADEQUATELY DESCRIBED.  THE STATION IS UNDER
 AV0928'A FENCE DUE TO THIS AN ECCENTRIC SET UP WAS MADE.
 AV0928'
 AV0928'REFERENCE MARK NO. 4 WAS MEASURED TO AND CHECKED WITH PREVIOUS
 AV0928'DATA.  REFERENCE MARK NO. 3 COULD NOT BE MEASURED TO DUE
 AV0928'TO FENCELINE.
 AV0928
 AV0928                          STATION RECOVERY (2005)
 AV0928
 AV0928'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AV0928'ROAD HAS BEEN WIDENED, CENTER LINE OF THE ROAD HAS BEEN RELOCATED.
 AV0928'THE MARK IS 102 FEET NORTH OF THE CENTER LINE AND IS THE SOUTH EDGE OF
 AV0928'THE BARROW PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2677 ***********************************************************************
 AU2677  DESIGNATION -  WEST HIGH LINE CROSSING N POLE
 AU2677  PID         -  AU2677
 AU2677  STATE/COUNTY-  LA/JEFFERSON
 AU2677  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2677
 AU2677                         *CURRENT SURVEY CONTROL
 AU2677  ___________________________________________________________________
 AU2677* NAD 83(1992)-  29 52 59.82863(N)    090 04 29.69206(W)     ADJUSTED  
 AU2677* NAVD 88     -                                                        
 AU2677  **This station is located in a subsidence area (see below).
 AU2677  ___________________________________________________________________
 AU2677  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU2677  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AU2677
 AU2677  HORZ ORDER  -  THIRD
 AU2677
 AU2677.The horizontal coordinates were established by classical geodetic methods
 AU2677.and adjusted by the National Geodetic Survey in January 1993..
 AU2677
 AU2677 ** The orthometric height has not been validated since last determined
 AU2677 ** by differential leveling and should not be used for control purposes.
 AU2677 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2677 ** area with valid NAVD 88 orthometric heights.
 AU2677 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2677 ** epoch indicated which incorporates improved geoid heights for the
 AU2677 ** Southern Louisiana Subsidence area.
 AU2677 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2677
 AU2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2677
 AU2677.The geoid height was determined by GEOID03.
 AU2677
 AU2677;                    North         East     Units Scale Factor Converg.
 AU2677;SPC LA S     -   153,996.862 1,121,550.771   MT  0.99992784   +0 37 45.2
 AU2677;SPC LA S     -   505,238.04  3,679,621.15   sFT  0.99992784   +0 37 45.2
 AU2677;UTM  15      - 3,309,447.522   782,509.511   MT  1.00058484   +1 27 30.0
 AU2677;UTM  16      - 3,309,825.557   203,012.896   MT  1.00068838   -1 31 59.4
 AU2677
 AU2677                          SUPERSEDED SURVEY CONTROL
 AU2677
 AU2677  NAD 83(1986)-  29 52 59.84384(N)    090 04 29.69266(W) AD(       ) 4
 AU2677  NAD 27      -  29 52 59.10627(N)    090 04 29.43564(W) AD(       ) 3
 AU2677
 AU2677.Superseded values are not recommended for survey control.
 AU2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2677.See file dsdata.txt to determine how the superseded data were derived.
 AU2677
 AU2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8251009448(NAD 83)
 AU2677_MARKER: 61 = POLE
 AU2677
 AU2677  HISTORY     - Date     Condition        Report By
 AU2677  HISTORY     - 1934     FIRST OBSERVED   CGS
 AU2677  HISTORY     - 1952     GOOD             CGS
 AU2677
 AU2677                          STATION DESCRIPTION
 AU2677
 AU2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 AU2677'ABOUT 2 MILES SE OF THE TOWN OF HARVEY.  THE TOWER CONSISTS
 AU2677'OF TWO WOODEN PILES APPROXIMATELY 65 FEET HIGH AND 30 FEET
 AU2677'BETWEEN CENTERS WITH A CROSS BAR ON TOP.  THE BENT OF PILES
 AU2677'SUPPORTS A HIGH-POWER LINE OF THE LOUISIANA LIGHT AND POWER
 AU2677'COMPANY CROSSING THE HARVEY CANAL.  THE POINT OF OBSERVATION
 AU2677'WAS THE N POLE OF THE WESTERLY BENT.
 AU2677
 AU2677                          STATION RECOVERY (1952)
 AU2677
 AU2677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2677'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AU2677'IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2747 ***********************************************************************
 CQ2747  DESIGNATION -  WEST MONROE B P M CO SW STACK
 CQ2747  PID         -  CQ2747
 CQ2747  STATE/COUNTY-  LA/OUACHITA
 CQ2747  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2747
 CQ2747                         *CURRENT SURVEY CONTROL
 CQ2747  ___________________________________________________________________
 CQ2747* NAD 83(1992)-  32 29 00.70467(N)    092 09 11.96238(W)     ADJUSTED  
 CQ2747* NAVD 88     -                                                        
 CQ2747  ___________________________________________________________________
 CQ2747  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CQ2747  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2747
 CQ2747  HORZ ORDER  -  THIRD
 CQ2747
 CQ2747.The horizontal coordinates were established by classical geodetic methods
 CQ2747.and adjusted by the National Geodetic Survey in January 1993..
 CQ2747
 CQ2747
 CQ2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2747
 CQ2747.The geoid height was determined by GEOID03.
 CQ2747
 CQ2747;                    North         East     Units Scale Factor Converg.
 CQ2747;SPC LA N     -   219,980.033 1,032,584.280   MT  0.99996337   +0 10 59.8
 CQ2747;SPC LA N     -   721,717.82  3,387,736.93   sFT  0.99996337   +0 10 59.8
 CQ2747;UTM  15      - 3,594,348.979   579,551.874   MT  0.99967804   +0 27 17.1
 CQ2747
 CQ2747                          SUPERSEDED SURVEY CONTROL
 CQ2747
 CQ2747  NAD 83(1986)-  32 29 00.71798(N)    092 09 11.95474(W) AD(       ) 4
 CQ2747  NAD 27      -  32 29 00.19400(N)    092 09 11.46400(W) AD(       ) 3
 CQ2747
 CQ2747.Superseded values are not recommended for survey control.
 CQ2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2747.See file dsdata.txt to determine how the superseded data were derived.
 CQ2747
 CQ2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7955294349(NAD 83)
 CQ2747_MARKER: 63 = STACK
 CQ2747
 CQ2747  HISTORY     - Date     Condition        Report By
 CQ2747  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ2747  HISTORY     - 1955     GOOD             CGS
 CQ2747  HISTORY     - 1990     GOOD             USPSQD
 CQ2747  HISTORY     - 1991     GOOD             USPSQD
 CQ2747  HISTORY     - 19910515 GOOD             USPSQD
 CQ2747
 CQ2747                          STATION DESCRIPTION
 CQ2747
 CQ2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 CQ2747'STATION RECOVERED IN GOOD CONDITION.  NOT DESCRIBED WHEN
 CQ2747'ESTABLISHED HENCE DESCRIPTION FOLLOWS--
 CQ2747'
 CQ2747'LOCATED ABOUT 3 MILES SOUTHWEST OF MONROE, LOUISIANA AT
 CQ2747'BROWNVILLE, THE SOUTHWESTERLY OF TALL, TWIN, RED BRICK STACKS
 CQ2747'OF THE BROWN PAPER MILL COMPANY.
 CQ2747
 CQ2747                          STATION RECOVERY (1990)
 CQ2747
 CQ2747'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2747'RECOVERED IN GOOD CONDITION.
 CQ2747
 CQ2747                          STATION RECOVERY (1991)
 CQ2747
 CQ2747'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2747'RECOVERED IN GOOD CONDITION.
 CQ2747
 CQ2747                          STATION RECOVERY (1991)
 CQ2747
 CQ2747'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2748 ***********************************************************************
 CQ2748  DESIGNATION -  WEST MONROE B P M CO NE STACK
 CQ2748  PID         -  CQ2748
 CQ2748  STATE/COUNTY-  LA/OUACHITA
 CQ2748  USGS QUAD   -  WEST MONROE SOUTH (1994)
 CQ2748
 CQ2748                         *CURRENT SURVEY CONTROL
 CQ2748  ___________________________________________________________________
 CQ2748* NAD 83(1992)-  32 29 00.85778(N)    092 09 11.50978(W)     ADJUSTED  
 CQ2748* NAVD 88     -                                                        
 CQ2748  ___________________________________________________________________
 CQ2748  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CQ2748  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2748
 CQ2748  HORZ ORDER  -  THIRD
 CQ2748
 CQ2748.The horizontal coordinates were established by classical geodetic methods
 CQ2748.and adjusted by the National Geodetic Survey in January 1993..
 CQ2748
 CQ2748
 CQ2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2748
 CQ2748.The geoid height was determined by GEOID03.
 CQ2748
 CQ2748;                    North         East     Units Scale Factor Converg.
 CQ2748;SPC LA N     -   219,984.787 1,032,596.081   MT  0.99996337   +0 11 00.1
 CQ2748;SPC LA N     -   721,733.42  3,387,775.64   sFT  0.99996337   +0 11 00.1
 CQ2748;UTM  15      - 3,594,353.788   579,563.649   MT  0.99967806   +0 27 17.3
 CQ2748
 CQ2748                          SUPERSEDED SURVEY CONTROL
 CQ2748
 CQ2748  NAD 83(1986)-  32 29 00.87106(N)    092 09 11.50213(W) AD(       ) 4
 CQ2748  NAD 27      -  32 29 00.34700(N)    092 09 11.01200(W) AD(       ) 3
 CQ2748
 CQ2748.Superseded values are not recommended for survey control.
 CQ2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2748.See file dsdata.txt to determine how the superseded data were derived.
 CQ2748
 CQ2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR7956494354(NAD 83)
 CQ2748_MARKER: 63 = STACK
 CQ2748
 CQ2748  HISTORY     - Date     Condition        Report By
 CQ2748  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ2748  HISTORY     - 1955     GOOD             CGS
 CQ2748  HISTORY     - 1990     GOOD             USPSQD
 CQ2748  HISTORY     - 1991     GOOD             USPSQD
 CQ2748  HISTORY     - 19910515 GOOD             USPSQD
 CQ2748
 CQ2748                          STATION DESCRIPTION
 CQ2748
 CQ2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 CQ2748'STATION RECOVERED IN GOOD CONDITION.  NOT DESCRIBED WHEN
 CQ2748'ESTABLISHED HENCE DESCRIPTION FOLLOWS--
 CQ2748'
 CQ2748'LOCATED ABOUT 3 MI SW OF MONROE, LOUISIANA AT BROWNVILLE,
 CQ2748'THE NORTHEASTERLY OF TALL, TWIN, RED BRICK STACKS OF THE
 CQ2748'BROWN PAPER MILL COMPANY.  THIS STACK HAS THE LETTERING
 CQ2748'THE B.P.M. CO., INC. ON THE NORTHERLY SIDE.
 CQ2748
 CQ2748                          STATION RECOVERY (1990)
 CQ2748
 CQ2748'RECOVERY NOTE BY US POWER SQUADRON 1990 (MZ)
 CQ2748'RECOVERED IN GOOD CONDITION.
 CQ2748
 CQ2748                          STATION RECOVERY (1991)
 CQ2748
 CQ2748'RECOVERY NOTE BY US POWER SQUADRON 1991 (MZ)
 CQ2748'RECOVERED IN GOOD CONDITION.
 CQ2748
 CQ2748                          STATION RECOVERY (1991)
 CQ2748
 CQ2748'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2665 ***********************************************************************
 CQ2665  DESIGNATION -  WEST MONROE MUNICIPAL TANK
 CQ2665  PID         -  CQ2665
 CQ2665  STATE/COUNTY-  LA/OUACHITA
 CQ2665  USGS QUAD   -  MONROE NORTH (1994)
 CQ2665
 CQ2665                         *CURRENT SURVEY CONTROL
 CQ2665  ___________________________________________________________________
 CQ2665* NAD 83(1992)-  32 30 10.53119(N)    092 07 26.71038(W)     ADJUSTED  
 CQ2665* NAVD 88     -                                                        
 CQ2665  ___________________________________________________________________
 CQ2665  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 CQ2665  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2665
 CQ2665  HORZ ORDER  -  THIRD
 CQ2665
 CQ2665.The horizontal coordinates were established by classical geodetic methods
 CQ2665.and adjusted by the National Geodetic Survey in January 1993..
 CQ2665
 CQ2665
 CQ2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2665
 CQ2665.The geoid height was determined by GEOID03.
 CQ2665
 CQ2665;                    North         East     Units Scale Factor Converg.
 CQ2665;SPC LA N     -   222,140.063 1,035,324.771   MT  0.99996676   +0 11 55.5
 CQ2665;SPC LA N     -   728,804.52  3,396,728.02   sFT  0.99996676   +0 11 55.5
 CQ2665;UTM  15      - 3,596,521.363   582,281.315   MT  0.99968348   +0 28 14.5
 CQ2665
 CQ2665                          SUPERSEDED SURVEY CONTROL
 CQ2665
 CQ2665  NAD 83(1986)-  32 30 10.54449(N)    092 07 26.70286(W) AD(       ) 4
 CQ2665  NAD 27      -  32 30 10.02316(N)    092 07 26.21828(W) AD(       ) 3
 CQ2665
 CQ2665.Superseded values are not recommended for survey control.
 CQ2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2665.See file dsdata.txt to determine how the superseded data were derived.
 CQ2665
 CQ2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR8228196521(NAD 83)
 CQ2665_MARKER: 53 = ELEVATED TANK
 CQ2665
 CQ2665  HISTORY     - Date     Condition        Report By
 CQ2665  HISTORY     - 1931     FIRST OBSERVED   CGS
 CQ2665  HISTORY     - 1955     GOOD             CGS
 CQ2665  HISTORY     - 19910515 GOOD             USPSQD
 CQ2665  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 CQ2665  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 CQ2665
 CQ2665                          STATION DESCRIPTION
 CQ2665
 CQ2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 CQ2665'STATION RECOVERED IN GOOD CONDITION.  STATION NOT DESCRIBED
 CQ2665'WHEN ESTABLISHED HENCE DESCRIPTION FOLLOWS--
 CQ2665'
 CQ2665'LOCATED IN THE TOWN OF WEST MONROE, NEAR THE WEST BANK OF THE
 CQ2665'OUACHITA RIVER, AT THE EAST TERMINATION OF PINE STREET.
 CQ2665'
 CQ2665'THE WATER TANK OF THE MUNICIPALWATER SUPPLY, A 4-LEGGED,
 CQ2665'ELEVATED, STEEL STRUCTURE WITH CONICAL TOP AND HEMISPHERICAL
 CQ2665'BOTTOM.
 CQ2665
 CQ2665                          STATION RECOVERY (1991)
 CQ2665
 CQ2665'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCZ)
 CQ2665'RECOVERED IN GOOD CONDITION.
 CQ2665
 CQ2665                          STATION RECOVERY (2003)
 CQ2665
 CQ2665'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEG)
 CQ2665'FOUND CONCRETE BUT NO MEDALLION
 CQ2665
 CQ2665                          STATION RECOVERY (2004)
 CQ2665
 CQ2665'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CQ2665'TANK NO LONGER EXISTS, AND HAS BEEN DISMANTLED. CONCRETE FOUNDATION
 CQ2665'STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4372 ***********************************************************************
 BJ4372  DESIGNATION -  WEST PYLON 1934
 BJ4372  PID         -  BJ4372
 BJ4372  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ4372  USGS QUAD   -  RESERVE (1994)
 BJ4372
 BJ4372                         *CURRENT SURVEY CONTROL
 BJ4372  ___________________________________________________________________
 BJ4372* NAD 83(1992)-  30 04 12.32141(N)    090 32 38.59813(W)     ADJUSTED  
 BJ4372* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BJ4372  **This station is located in a subsidence area (see below).
 BJ4372  ___________________________________________________________________
 BJ4372  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4372  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BJ4372
 BJ4372  HORZ ORDER  -  THIRD
 BJ4372
 BJ4372.The horizontal coordinates were established by classical geodetic methods
 BJ4372.and adjusted by the National Geodetic Survey in January 1993..
 BJ4372
 BJ4372 ** The orthometric height has not been validated since last determined
 BJ4372 ** by differential leveling and should not be used for control purposes.
 BJ4372 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4372 ** area with valid NAVD 88 orthometric heights.
 BJ4372 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4372 ** epoch indicated which incorporates improved geoid heights for the
 BJ4372 ** Southern Louisiana Subsidence area.
 BJ4372 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4372.The orthometric height was scaled from a topographic map.
 BJ4372
 BJ4372.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4372
 BJ4372.The geoid height was determined by GEOID03.
 BJ4372
 BJ4372;                    North         East     Units Scale Factor Converg.
 BJ4372;SPC LA S     -   174,297.516 1,076,094.758   MT  0.99992647   +0 23 40.7
 BJ4372;SPC LA S     -   571,841.10  3,530,487.55   sFT  0.99992647   +0 23 40.7
 BJ4372;UTM  15      - 3,329,095.135   736,739.938   MT  1.00029152   +1 13 52.1
 BJ4372
 BJ4372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4372!SPC LA S     -   1.00000368  x   0.99992647  =   0.99993015
 BJ4372!UTM  15      -   1.00000368  x   1.00029152  =   1.00029520
 BJ4372
 BJ4372                          SUPERSEDED SURVEY CONTROL
 BJ4372
 BJ4372  NAD 83(1986)-  30 04 12.33832(N)    090 32 38.59953(W) AD(       ) 3
 BJ4372  NAD 27      -  30 04 11.62800(N)    090 32 38.29600(W) AD(       ) 3
 BJ4372
 BJ4372.Superseded values are not recommended for survey control.
 BJ4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4372.See file dsdata.txt to determine how the superseded data were derived.
 BJ4372
 BJ4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP3674029095(NAD 83)
 BJ4372_MARKER: DS = TRIANGULATION STATION DISK
 BJ4372_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BJ4372_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BJ4372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4372
 BJ4372  HISTORY     - Date     Condition        Report By
 BJ4372  HISTORY     - 1934     MONUMENTED       CGS
 BJ4372  HISTORY     - 1955     MARK NOT FOUND   CGS
 BJ4372
 BJ4372                          STATION DESCRIPTION
 BJ4372
 BJ4372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BJ4372'STATION IS APPROXIMATELY 2 MILES E OF THE GODCHAUX SUGAR
 BJ4372'REFINERY AND S OF LOUISIANA AND ARKANSAS RAILROAD IN AN
 BJ4372'OPEN CULTIVATED FIELD OF THE GODCHAUX SUGAR PLANTATION.
 BJ4372'
 BJ4372'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT
 BJ4372'THE CENTER OF THE TOP OF A TILE.
 BJ4372'
 BJ4372'UNDERGROUND MARK IS A BRICK IN A HORIZONTAL POSITION WITH A
 BJ4372'DRILL HOLE IN ITS UPPER SURFACE BURIED ABOUT 3 FEET BELOW
 BJ4372'SURFACE.
 BJ4372'
 BJ4372'STATION IS BEST REACHED AS FOLLOWS--FROM A SMALL MARBLE
 BJ4372'MONUMENT AT THE INTERSECTION OF THE BATON ROUGE AIR LINE
 BJ4372'HIGHWAY AND THE LA PLACE-HAMMOND HIGHWAY, MARKED ON TOP GENERAL
 BJ4372'FRANCIS T. NICHOLLS CHAPTER NO. 1572 U.D.C., GO 4.10 MILES
 BJ4372'W ALONG BATON ROUGE AIR LINE (U.S. 61) TO PLANTATION ROAD
 BJ4372'RUNNING S.  STATION IS APPROXIMATELY 1/2 MILE S ALONG W SIDE
 BJ4372'OF THIS ROAD.  STATION IS 333.5 FEET S OF S RAIL OF LOUISIANA
 BJ4372'AND ARKANSAS RAILROAD 526.5 FEET, SW OF LONE OAK TREE 3 FEET
 BJ4372'IN DIAMETER.
 BJ4372'
 BJ4372'STATION IS A 6-INCH BY 2.5-FOOT CONCRETE PIPE FILLED WITH
 BJ4372'CONCRETE WITH A STANDARD BRONZE DISK SET IN THE TOP MARKING
 BJ4372'THE STATION.  THE TOP OF THE STATION MARK IS FLUSH WITH
 BJ4372'THE TOP OF THE CULTIVATED ROWS.  THE UNDERGROUND MARK, A
 BJ4372'BRICK, APPROXIMATELY 3 FEET UNDERGROUND, HAS A HOLE IN IT
 BJ4372'MARKING THE STATION.
 BJ4372
 BJ4372                          STATION RECOVERY (1955)
 BJ4372
 BJ4372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4372'THE STATION WAS NOT FOUND AT THIS DATE.  A THOROUGH SEARCH
 BJ4372'WAS MADE FOR THE MARK WITHOUT RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4062 ***********************************************************************
 BJ4062  DESIGNATION -  WEST RAIL
 BJ4062  PID         -  BJ4062
 BJ4062  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4062  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4062
 BJ4062                         *CURRENT SURVEY CONTROL
 BJ4062  ___________________________________________________________________
 BJ4062* NAD 83(1986)-  30 28 35.     (N)    091 06 47.     (W)     SCALED    
 BJ4062* NAVD 88     -        22.287  (meters)      73.12   (feet)  ADJUSTED  
 BJ4062  ___________________________________________________________________
 BJ4062  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4062  DYNAMIC HT  -          22.258 (meters)      73.02  (feet)  COMP
 BJ4062  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ4062
 BJ4062  VERT ORDER  -  SECOND    CLASS II
 BJ4062
 BJ4062.The horizontal coordinates were scaled from a topographic map and have
 BJ4062.an estimated accuracy of +/- 6 seconds.
 BJ4062
 BJ4062.The orthometric height was determined by differential leveling
 BJ4062.and adjusted by the National Geodetic Survey in February 1994..
 BJ4062
 BJ4062.The geoid height was determined by GEOID03.
 BJ4062
 BJ4062.The dynamic height is computed by dividing the NAVD 88
 BJ4062.geopotential number by the normal gravity value computed on the
 BJ4062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ4062.degrees latitude (g = 980.6199 gals.).
 BJ4062
 BJ4062.The modeled gravity was interpolated from observed gravity values.
 BJ4062
 BJ4062;                    North         East    Units  Estimated Accuracy
 BJ4062;SPC LA S     -   219,090.    1,021,150.      MT  (+/- 180 meters Scaled)
 BJ4062
 BJ4062                          SUPERSEDED SURVEY CONTROL
 BJ4062
 BJ4062.No superseded survey control is available for this station.
 BJ4062
 BJ4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP811730(NAD 83)
 BJ4062_MARKER: DB = BENCH MARK DISK
 BJ4062_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ4062_SP_SET: GUARD RAIL
 BJ4062_MARK LOGO: LADH  
 BJ4062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ4062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4062+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 BJ4062
 BJ4062  HISTORY     - Date     Condition        Report By
 BJ4062  HISTORY     - UNK      MONUMENTED       LADH
 BJ4062  HISTORY     - 1987     GOOD             LA-033
 BJ4062  HISTORY     - 20050412 GOOD             AERODA
 BJ4062
 BJ4062                          STATION DESCRIPTION
 BJ4062
 BJ4062'DESCRIBED BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ4062'IN BATON ROUGE.
 BJ4062'LOCATED AT THE GREENWELL SPRINGS OVERPASS OVER AIRLINE HIGHWAY SET IN
 BJ4062'THE MEDIAN AT THE WEST END OF THE BRIDGE IN THE TOP OF THE GUARD
 BJ4062'RAIL.  NO STAMPING ON DISK.
 BJ4062'THE MARK IS 0.91 M ABOVE GREENWELL SPRINGS.
 BJ4062
 BJ4062                          STATION RECOVERY (2005)
 BJ4062
 BJ4062'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ4062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2778 ***********************************************************************
 BH2778  DESIGNATION -  WEST RIGOLETS LIGHTHOUSE
 BH2778  PID         -  BH2778
 BH2778  STATE/COUNTY-  LA/ORLEANS
 BH2778  USGS QUAD   -  RIGOLETS (1993)
 BH2778
 BH2778                         *CURRENT SURVEY CONTROL
 BH2778  ___________________________________________________________________
 BH2778* NAD 83(1992)-  30 10 28.93109(N)    089 44 35.15982(W)     ADJUSTED  
 BH2778* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 BH2778  **This station is located in a subsidence area (see below).
 BH2778  ___________________________________________________________________
 BH2778  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BH2778  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BH2778
 BH2778  HORZ ORDER  -  THIRD
 BH2778
 BH2778.The horizontal coordinates were established by classical geodetic methods
 BH2778.and adjusted by the National Geodetic Survey in May 1994..
 BH2778
 BH2778 ** The orthometric height has not been validated since last determined
 BH2778 ** by differential leveling and should not be used for control purposes.
 BH2778 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2778 ** area with valid NAVD 88 orthometric heights.
 BH2778 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2778 ** epoch indicated which incorporates improved geoid heights for the
 BH2778 ** Southern Louisiana Subsidence area.
 BH2778 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2778.The orthometric height was scaled from a topographic map.
 BH2778
 BH2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2778
 BH2778.The geoid height was determined by GEOID03.
 BH2778
 BH2778;                    North         East     Units Scale Factor Converg.
 BH2778;SPC LA S     -   186,694.235 1,153,150.650   MT  0.99993033   +0 47 42.5
 BH2778;SPC LA S     -   612,512.67  3,783,295.09   sFT  0.99993033   +0 47 42.5
 BH2778;UTM  16      - 3,341,323.976   235,848.707   MT  1.00046093   -1 22 46.5
 BH2778
 BH2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2778!SPC LA S     -   1.00000418  x   0.99993033  =   0.99993451
 BH2778!UTM  16      -   1.00000418  x   1.00046093  =   1.00046511
 BH2778
 BH2778:                Primary Azimuth Mark                     Grid Az
 BH2778:SPC LA S     -  EAST RIGOLETS LH                         103 26 26.8
 BH2778:UTM  16      -  EAST RIGOLETS LH                         105 36 55.8
 BH2778
 BH2778|---------------------------------------------------------------------|
 BH2778| PID    Reference Object                     Distance      Geod. Az  |
 BH2778|                                                           dddmmss.s |
 BH2778| BH2786 EAST RIGOLETS LH                    APPROX. 9.1 KM 1041409.3 |
 BH2778| BH2798 NORTHEAST DRAW                      APPROX. 9.5 KM 2902338.4 |
 BH2778|---------------------------------------------------------------------|
 BH2778
 BH2778                          SUPERSEDED SURVEY CONTROL
 BH2778
 BH2778  NAD 83(1992)-  30 10 28.93507(N)    089 44 35.15987(W) AD(       ) 3
 BH2778  NAD 83(1986)-  30 10 28.94481(N)    089 44 35.15604(W) AD(       ) 3
 BH2778  NAD 27      -  30 10 28.23753(N)    089 44 34.93367(W) AD(       ) 3
 BH2778
 BH2778.Superseded values are not recommended for survey control.
 BH2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2778.See file dsdata.txt to determine how the superseded data were derived.
 BH2778
 BH2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3584941324(NAD 83)
 BH2778_MARKER: 13 = LIGHTHOUSE
 BH2778_MARK LOGO: CGS   
 BH2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2778+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1986
 BH2778
 BH2778  HISTORY     - Date     Condition        Report By
 BH2778  HISTORY     - 1917     FIRST OBSERVED   CGS
 BH2778  HISTORY     - 1952     GOOD             CGS
 BH2778  HISTORY     - 1954     GOOD             CGS
 BH2778  HISTORY     - 19860624 GOOD             LADTD
 BH2778  HISTORY     - 19961226 GOOD             USPSQD
 BH2778
 BH2778                          STATION DESCRIPTION
 BH2778
 BH2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2778'STATION RECOVERED IN GOOD CONDITION. LIGHTHOUSE IS ABANDONED AND IS
 BH2778'NOW PRIVATELY OWNED. DESCRIPTION AS FOLLOWS--
 BH2778'
 BH2778'FROM SW. END OF RIGOLETS BRIDGE GO .35 MILE SW. TO Y INTERSECTION,
 BH2778'TURN HARD RIGHT (NORTH) GO 0.6 MILE TO END OF SHELL ROAD. STATION IS
 BH2778'ON TOP OF HOUSE AT END OF BOARDWALK ON LEFT.
 BH2778
 BH2778                          STATION RECOVERY (1954)
 BH2778
 BH2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BH2778'THE 1952 RECOVERY NOTE BY P.L.B. IS ADEQUATE.
 BH2778
 BH2778                          STATION RECOVERY (1986)
 BH2778
 BH2778'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 BH2778'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) WEST OF RIGOLETS PASS
 BH2778'AND 22.5 KM (14.00 MI) NORTHEAST OF NEW ORLEANS.  OWNERSHIP--UNKNOWN.
 BH2778'TO REACH THE STATION FROM THE SOUTH END OF THE RIGOLETS BRIDGE ON
 BH2778'RIGOLETS PASS, GO SOUTH FOR 0.6 KM (0.35 MI) ON U.S. HIGHWAY 90 TO A
 BH2778'Y-JUNCTION.  TURN HARD RIGHT AND GO NORTH FOR 1.0 KM (0.60 MI) ON A
 BH2778'SHELL ROAD TO THE END OF THE ROAD, WITH THE STATION ON TOP OF A HOUSE
 BH2778'AT THE END OF A BOARDWALK ON THE LEFT.
 BH2778
 BH2778                          STATION RECOVERY (1996)
 BH2778
 BH2778'RECOVERY NOTE BY US POWER SQUADRON 1996
 BH2778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0722 ***********************************************************************
 AV0722  DESIGNATION -  WEST USGS 1932
 AV0722  PID         -  AV0722
 AV0722  STATE/COUNTY-  LA/VERMILION
 AV0722  USGS QUAD   -  LAKE LE BLEU (1979)
 AV0722
 AV0722                         *CURRENT SURVEY CONTROL
 AV0722  ___________________________________________________________________
 AV0722* NAD 83(1992)-  29 46 08.67358(N)    092 36 49.21609(W)     ADJUSTED  
 AV0722* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0722  **This station is located in a subsidence area (see below).
 AV0722  ___________________________________________________________________
 AV0722  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AV0722  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AV0722
 AV0722  HORZ ORDER  -  THIRD
 AV0722
 AV0722.The horizontal coordinates were established by classical geodetic methods
 AV0722.and adjusted by the National Geodetic Survey in January 1993..
 AV0722
 AV0722 ** The orthometric height has not been validated since last determined
 AV0722 ** by differential leveling and should not be used for control purposes.
 AV0722 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0722 ** area with valid NAVD 88 orthometric heights.
 AV0722 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0722 ** epoch indicated which incorporates improved geoid heights for the
 AV0722 ** Southern Louisiana Subsidence area.
 AV0722 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0722.The orthometric height was scaled from a topographic map.
 AV0722
 AV0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0722
 AV0722.The geoid height was determined by GEOID03.
 AV0722
 AV0722;                    North         East     Units Scale Factor Converg.
 AV0722;SPC LA S     -   141,361.891   876,190.722   MT  0.99993388   -0 38 24.7
 AV0722;SPC LA S     -   463,784.80  2,874,635.73   sFT  0.99993388   -0 38 24.7
 AV0722;UTM  15      - 3,293,260.065   537,346.634   MT  0.99961721   +0 11 30.5
 AV0722
 AV0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0722!SPC LA S     -   1.00000412  x   0.99993388  =   0.99993800
 AV0722!UTM  15      -   1.00000412  x   0.99961721  =   0.99962133
 AV0722
 AV0722:                Primary Azimuth Mark                     Grid Az
 AV0722:SPC LA S     -  PRICE                                    317 19 38.5
 AV0722:UTM  15      -  PRICE                                    316 29 43.3
 AV0722
 AV0722|---------------------------------------------------------------------|
 AV0722| PID    Reference Object                     Distance      Geod. Az  |
 AV0722|                                                           dddmmss.s |
 AV0722| AV0724 PRICE                               APPROX. 9.1 KM 3164113.8 |
 AV0722|---------------------------------------------------------------------|
 AV0722
 AV0722                          SUPERSEDED SURVEY CONTROL
 AV0722
 AV0722  NAD 83(1986)-  29 46 08.69255(N)    092 36 49.20557(W) AD(       ) 3
 AV0722  NAD 27      -  29 46 07.93000(N)    092 36 48.71500(W) AD(       ) 3
 AV0722
 AV0722.Superseded values are not recommended for survey control.
 AV0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0722.See file dsdata.txt to determine how the superseded data were derived.
 AV0722
 AV0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3734793260(NAD 83)
 AV0722_MARKER: DD = SURVEY DISK
 AV0722_SETTING: 0 = UNSPECIFIED SETTING
 AV0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0722
 AV0722  HISTORY     - Date     Condition        Report By
 AV0722  HISTORY     - 1932     MONUMENTED       USGS
 AV0722  HISTORY     - 1945     SEE DESCRIPTION  LOCENG
 AV0722  HISTORY     - 1949     SEE DESCRIPTION  LOCSUR
 AV0722
 AV0722                          STATION DESCRIPTION
 AV0722
 AV0722'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (JML)
 AV0722'AT W END OF WHITE LAKE, ABOUT 100 FEET S OF OLD INTRACOASTAL
 AV0722'CANAL, 50 FEET W OF SHORE OF LAKE, NEAR PARISH LINE BETWEEN
 AV0722'CAMERON AND VERMILION PARISHES, IN CONCRETE POST.  STANDARD
 AV0722'TABLET STAMPED WEST 1932.
 AV0722'
 AV0722'INSTRUMENT AND SIGNAL OVER STATION MARK.  INSTRUMENT ELEVATED
 AV0722'35 FEET.  REOCCUPIED IN DECEMBER 1932.
 AV0722
 AV0722                          STATION RECOVERY (1945)
 AV0722
 AV0722'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (DFC)
 AV0722'RECOVERED BY STANOLIND GAS AND OIL COMPANY
 AV0722'
 AV0722'LETTER FROM D.F. CHAMPION, STANOLIND GAS AND OIL COMPANY,
 AV0722'HOUSTON, TEXAS, DATED JUNE 7, 1945--
 AV0722'
 AV0722'STATION COMPRISED OF A STANDARD CONCRETE MONUMENT WAS FOUND
 AV0722'LYING DOWN UNDER 3 FEET OF WATER BENEATH A WOODEN TOWER
 AV0722'BUILT ABOUT FIVE YEARS AGO, WHILE THE STATION WAS INTACT.
 AV0722'STATION IS NOW ABOUT 25 FEET INSIDE THE EDGE OF WHITE
 AV0722'LAKE.  THE POSITION WAS MARKED WITH A JOINT OF 2-INCH CAST-IRON
 AV0722'PIPE WITH COLLAR STANDING 1 FOOT ABOVE WATER LEVEL.
 AV0722
 AV0722                          STATION RECOVERY (1949)
 AV0722
 AV0722'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (FNS)
 AV0722'LETTER OF MR. F.N. SHUTTS, LAKE CHARLES, LA., DATED SEPTEMBER
 AV0722'27, 1949--
 AV0722'
 AV0722'STATION WASHED INTO THE LAKE.  THERE ARE SOME PIPES WHICH
 AV0722'ARE PROBABLY CLOSE TO THE ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1477 ***********************************************************************
 CQ1477  DESIGNATION -  WESTDALE 1 BOLT
 CQ1477  PID         -  CQ1477
 CQ1477  STATE/COUNTY-  LA/RED RIVER
 CQ1477  USGS QUAD   -  EAST POINT (1979)
 CQ1477
 CQ1477                         *CURRENT SURVEY CONTROL
 CQ1477  ___________________________________________________________________
 CQ1477* NAD 83(1986)-  32 09 53.     (N)    093 28 48.     (W)     SCALED    
 CQ1477* NAVD 88     -        41.37   (+/-2cm)     135.7    (feet)  VERTCON   
 CQ1477  ___________________________________________________________________
 CQ1477  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1477
 CQ1477  VERT ORDER  -  ? (See Below)
 CQ1477
 CQ1477.The horizontal coordinates were scaled from a topographic map and have
 CQ1477.an estimated accuracy of +/- 6 seconds.
 CQ1477
 CQ1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1477.The vertical order pertains to the NGVD 29 superseded value.
 CQ1477
 CQ1477.The geoid height was determined by GEOID03.
 CQ1477
 CQ1477;                    North         East    Units  Estimated Accuracy
 CQ1477;SPC LA N     -   185,000.      907,570.      MT  (+/- 180 meters Scaled)
 CQ1477
 CQ1477                          SUPERSEDED SURVEY CONTROL
 CQ1477
 CQ1477  NGVD 29 (??/??/??)   41.421  (m)          135.90   (f) ADJUSTED    ?  
 CQ1477
 CQ1477.Superseded values are not recommended for survey control.
 CQ1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1477.See file dsdata.txt to determine how the superseded data were derived.
 CQ1477
 CQ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR547587(NAD 83)
 CQ1477_MARKER: B = BOLT
 CQ1477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1477_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1477
 CQ1477  HISTORY     - Date     Condition        Report By
 CQ1477  HISTORY     - UNK      MONUMENTED       DOD
 CQ1477  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1477  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1477
 CQ1477                          STATION DESCRIPTION
 CQ1477
 CQ1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1477'IN WESTDALE.
 CQ1477'AT WESTDALE, RED RIVER PARISH, BETWEEN STATE HIGHWAY 20 AND THE TEXAS
 CQ1477'AND PACIFIC RAILWAY, 87 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 56
 CQ1477'FEET EAST OF THE CENTERLINE OF THE TRACK, 38 FEET SOUTH OF AN
 CQ1477'EAST-AND-WEST ROAD, AND 4 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 CQ1477'THE STATION.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CQ1477'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 CQ1477'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 CQ1477
 CQ1477                          STATION RECOVERY (1969)
 CQ1477
 CQ1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1478 ***********************************************************************
 CQ1478  DESIGNATION -  WESTDALE 1 CAP
 CQ1478  PID         -  CQ1478
 CQ1478  STATE/COUNTY-  LA/RED RIVER
 CQ1478  USGS QUAD   -  EAST POINT (1979)
 CQ1478
 CQ1478                         *CURRENT SURVEY CONTROL
 CQ1478  ___________________________________________________________________
 CQ1478* NAD 83(1986)-  32 09 53.     (N)    093 28 48.     (W)     SCALED    
 CQ1478* NAVD 88     -        42.59   (+/-2cm)     139.7    (feet)  VERTCON   
 CQ1478  ___________________________________________________________________
 CQ1478  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1478
 CQ1478  VERT ORDER  -  ? (See Below)
 CQ1478
 CQ1478.The horizontal coordinates were scaled from a topographic map and have
 CQ1478.an estimated accuracy of +/- 6 seconds.
 CQ1478
 CQ1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1478.The vertical order pertains to the NGVD 29 superseded value.
 CQ1478
 CQ1478.The geoid height was determined by GEOID03.
 CQ1478
 CQ1478;                    North         East    Units  Estimated Accuracy
 CQ1478;SPC LA N     -   185,000.      907,570.      MT  (+/- 180 meters Scaled)
 CQ1478
 CQ1478                          SUPERSEDED SURVEY CONTROL
 CQ1478
 CQ1478  NGVD 29 (??/??/??)   42.643  (m)          139.90   (f) ADJUSTED    ?  
 CQ1478
 CQ1478.Superseded values are not recommended for survey control.
 CQ1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1478.See file dsdata.txt to determine how the superseded data were derived.
 CQ1478
 CQ1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR547587(NAD 83)
 CQ1478_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1478_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1478_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1478
 CQ1478  HISTORY     - Date     Condition        Report By
 CQ1478  HISTORY     - UNK      MONUMENTED       DOD
 CQ1478  HISTORY     - 1957     MARK NOT FOUND   CGS
 CQ1478  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1478  HISTORY     - 1977     MARK NOT FOUND   NGS
 CQ1478
 CQ1478                          STATION DESCRIPTION
 CQ1478
 CQ1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CQ1478'IN WESTDALE.
 CQ1478'AT WESTDALE, RED RIVER PARISH, BETWEEN STATE HIGHWAY 20 AND THE TEXAS
 CQ1478'AND PACIFIC RAILWAY, 87 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 56
 CQ1478'FEET EAST OF THE CENTERLINE OF THE TRACK, 38 FEET SOUTH OF AN
 CQ1478'EAST-AND-WEST ROAD, AND 4 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 CQ1478'THE STATION.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY,
 CQ1478'STANDARD CAP.
 CQ1478
 CQ1478                          STATION RECOVERY (1969)
 CQ1478
 CQ1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CQ1478'MARK NOT FOUND.
 CQ1478
 CQ1478                          STATION RECOVERY (1977)
 CQ1478
 CQ1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1478'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1474 ***********************************************************************
 CQ1474  DESIGNATION -  WESTDALE 2 BOLT
 CQ1474  PID         -  CQ1474
 CQ1474  STATE/COUNTY-  LA/RED RIVER
 CQ1474  USGS QUAD   -  EAST POINT (1979)
 CQ1474
 CQ1474                         *CURRENT SURVEY CONTROL
 CQ1474  ___________________________________________________________________
 CQ1474* NAD 83(1986)-  32 09 53.     (N)    093 28 38.     (W)     SCALED    
 CQ1474* NAVD 88     -        41.07   (+/-2cm)     134.7    (feet)  VERTCON   
 CQ1474  ___________________________________________________________________
 CQ1474  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1474
 CQ1474  VERT ORDER  -  ? (See Below)
 CQ1474
 CQ1474.The horizontal coordinates were scaled from a topographic map and have
 CQ1474.an estimated accuracy of +/- 6 seconds.
 CQ1474
 CQ1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1474.The vertical order pertains to the NGVD 29 superseded value.
 CQ1474
 CQ1474.The geoid height was determined by GEOID03.
 CQ1474
 CQ1474;                    North         East    Units  Estimated Accuracy
 CQ1474;SPC LA N     -   184,990.      907,830.      MT  (+/- 180 meters Scaled)
 CQ1474
 CQ1474                          SUPERSEDED SURVEY CONTROL
 CQ1474
 CQ1474  NGVD 29 (??/??/??)   41.129  (m)          134.94   (f) ADJUSTED    ?  
 CQ1474
 CQ1474.Superseded values are not recommended for survey control.
 CQ1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1474.See file dsdata.txt to determine how the superseded data were derived.
 CQ1474
 CQ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR550587(NAD 83)
 CQ1474_MARKER: B = BOLT
 CQ1474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1474_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1474
 CQ1474  HISTORY     - Date     Condition        Report By
 CQ1474  HISTORY     - UNK      MONUMENTED       DOD
 CQ1474  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1474
 CQ1474                          STATION DESCRIPTION
 CQ1474
 CQ1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1474'16.0 MI NW FROM COUSHATTA.
 CQ1474'AT WESTDALE, RED RIVER PARISH, ON THE RIGHT BANK OF RED RIVER, JUST
 CQ1474'EAST OF STATE HIGHWAY 20 AND THE TEXAS AND PACIFIC RAILWAY STATION, 60
 CQ1474'FEET NORTHWEST OF A HOUSE, 36 FEET SOUTH OF THE CENTERLINE OF AN
 CQ1474'EAST-AND-WEST ROAD, AND 3 FEET SOUTHWEST OF A FENCE CORNER.  A COPPER
 CQ1474'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 CQ1474'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 CQ1474'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1475 ***********************************************************************
 CQ1475  DESIGNATION -  WESTDALE 2 CAP
 CQ1475  PID         -  CQ1475
 CQ1475  STATE/COUNTY-  LA/RED RIVER
 CQ1475  USGS QUAD   -  EAST POINT (1979)
 CQ1475
 CQ1475                         *CURRENT SURVEY CONTROL
 CQ1475  ___________________________________________________________________
 CQ1475* NAD 83(1986)-  32 09 53.     (N)    093 28 49.     (W)     SCALED    
 CQ1475* NAVD 88     -        42.325  (meters)     138.86   (feet)  ADJUSTED  
 CQ1475  ___________________________________________________________________
 CQ1475  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1475  DYNAMIC HT  -          42.276 (meters)     138.70  (feet)  COMP
 CQ1475  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CQ1475
 CQ1475  VERT ORDER  -  FIRST     CLASS I
 CQ1475
 CQ1475.The horizontal coordinates were scaled from a topographic map and have
 CQ1475.an estimated accuracy of +/- 6 seconds.
 CQ1475
 CQ1475.The orthometric height was determined by differential leveling
 CQ1475.and adjusted by the National Geodetic Survey in February 1994..
 CQ1475
 CQ1475.The geoid height was determined by GEOID03.
 CQ1475
 CQ1475.The dynamic height is computed by dividing the NAVD 88
 CQ1475.geopotential number by the normal gravity value computed on the
 CQ1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1475.degrees latitude (g = 980.6199 gals.).
 CQ1475
 CQ1475.The modeled gravity was interpolated from observed gravity values.
 CQ1475
 CQ1475;                    North         East    Units  Estimated Accuracy
 CQ1475;SPC LA N     -   185,000.      907,550.      MT  (+/- 180 meters Scaled)
 CQ1475
 CQ1475                          SUPERSEDED SURVEY CONTROL
 CQ1475
 CQ1475  NAVD 88 (06/15/91)   42.324  (m)          138.86   (f) UNKNOWN     1 1
 CQ1475  NGVD 29 (??/??/??)   42.379  (m)          139.04   (f) ADJUSTED    1 1
 CQ1475
 CQ1475.Superseded values are not recommended for survey control.
 CQ1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1475.See file dsdata.txt to determine how the superseded data were derived.
 CQ1475
 CQ1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR547587(NAD 83)
 CQ1475_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CQ1475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1475_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1475_STAMPING: WESTDALE 2
 CQ1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1475
 CQ1475  HISTORY     - Date     Condition        Report By
 CQ1475  HISTORY     - UNK      MONUMENTED       DOD
 CQ1475  HISTORY     - 1969     GOOD             CGS
 CQ1475  HISTORY     - 1977     GOOD             NGS
 CQ1475
 CQ1475                          STATION DESCRIPTION
 CQ1475
 CQ1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1475'16.0 MI NW FROM COUSHATTA.
 CQ1475'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1475'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1475'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 5.45 MILES NORTH
 CQ1475'ALONG STATE HIGHWAY 1, THENCE 0.2 MILE EAST ALONG A PAVED ROAD, 97
 CQ1475'FEET SOUTHWEST AND ACROSS THE PAVED ROAD FROM THE SOUTHWEST CORNER OF
 CQ1475'A FRAME HOUSE, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 79
 CQ1475'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME BUILDING, 130 1/2
 CQ1475'FEET EAST OF A POWER POLE WHICH BEARS A LIGHT AND A TRANSFORMER, 6 1/2
 CQ1475'FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, A U.S. ENGINEERS CAP
 CQ1475'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE
 CQ1475'SURFACE OF THE GROUND.  SEC 34, T 14N, T 11W.
 CQ1475
 CQ1475                          STATION RECOVERY (1977)
 CQ1475
 CQ1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3338 ***********************************************************************
 BK3338  DESIGNATION -  WESTLAKE
 BK3338  PID         -  BK3338
 BK3338  STATE/COUNTY-  LA/CALCASIEU
 BK3338  USGS QUAD   -  BUHLER (1975)
 BK3338
 BK3338                         *CURRENT SURVEY CONTROL
 BK3338  ___________________________________________________________________
 BK3338* NAD 83(1992)-  30 15 50.22423(N)    093 15 57.05371(W)     ADJUSTED  
 BK3338* NAVD 88     -         3.4  **(meters)      11.   **(feet)  GPS OBS   
 BK3338  **This station is located in a subsidence area (see below).
 BK3338  ___________________________________________________________________
 BK3338  X           -    -314,100.979 (meters)                     COMP
 BK3338  Y           -  -5,504,593.159 (meters)                     COMP
 BK3338  Z           -   3,195,667.915 (meters)                     COMP
 BK3338  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BK3338  ELLIP HEIGHT-         -24.06  (meters)          (02/20/02) GPS OBS
 BK3338  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3338
 BK3338  HORZ ORDER  -  FIRST
 BK3338  ELLP ORDER  -  FOURTH    CLASS I
 BK3338
 BK3338.The horizontal coordinates were established by GPS observations
 BK3338.and adjusted by the National Geodetic Survey in January 1995..
 BK3338
 BK3338 ** The orthometric height has not been validated since last determined
 BK3338 ** by differential leveling and should not be used for control purposes.
 BK3338 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3338 ** area with valid NAVD 88 orthometric heights.
 BK3338 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3338 ** epoch indicated which incorporates improved geoid heights for the
 BK3338 ** Southern Louisiana Subsidence area.
 BK3338 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3338.The orthometric height was determined by GPS observations and a
 BK3338.high-resolution geoid model.
 BK3338
 BK3338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3338
 BK3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3338
 BK3338.The ellipsoidal height was determined by GPS observations
 BK3338.and is referenced to NAD 83.
 BK3338
 BK3338.The geoid height was determined by GEOID03.
 BK3338
 BK3338;                    North         East     Units Scale Factor Converg.
 BK3338;SPC LA S     -   197,092.563   814,054.917   MT  0.99993624   -0 57 58.6
 BK3338;SPC LA S     -   646,627.85  2,670,778.51   sFT  0.99993624   -0 57 58.6
 BK3338;UTM  15      - 3,348,063.769   474,427.632   MT  0.99960807   -0 08 02.3
 BK3338
 BK3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3338!SPC LA S     -   1.00000378  x   0.99993624  =   0.99994002
 BK3338!UTM  15      -   1.00000378  x   0.99960807  =   0.99961185
 BK3338
 BK3338                          SUPERSEDED SURVEY CONTROL
 BK3338
 BK3338  ELLIP H (01/13/95)  -23.99   (m)                       GP(       ) 3 2
 BK3338  NAD 83(1992)-  30 15 50.22548(N)    093 15 57.05100(W) AD(       ) 1
 BK3338  ELLIP H (01/21/93)  -24.04   (m)                       GP(       ) 4 2
 BK3338  NAD 83(1986)-  30 15 50.24678(N)    093 15 57.04234(W) AD(       ) 1
 BK3338  NGVD 29 (05/20/88)    3.3    (m)           11.     (f) GPS OBS        
 BK3338
 BK3338.Superseded values are not recommended for survey control.
 BK3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3338.See file dsdata.txt to determine how the superseded data were derived.
 BK3338
 BK3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7442848064(NAD 83)
 BK3338_MARKER: DH = HORIZONTAL CONTROL DISK
 BK3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3338_STAMPING: WESTLAKE 1987
 BK3338_MARK LOGO: NGS   
 BK3338_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK3338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3338+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1990
 BK3338
 BK3338  HISTORY     - Date     Condition        Report By
 BK3338  HISTORY     - 1987     MONUMENTED       LADTD
 BK3338  HISTORY     - 19901227 GOOD             VFM
 BK3338  HISTORY     - 19970208 GOOD             USPSQD
 BK3338
 BK3338                          STATION DESCRIPTION
 BK3338
 BK3338'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3338'THE STATION IS LOCATED IN THE NORTH SECTION OF WESTLAKE, ON THE
 BK3338'GROUNDS OF WESTLAKE HIGH SCHOOL, ALONG A TRANSMISSION LINE
 BK3338'RIGHT-OF-WAY.
 BK3338'OWNERSHIP--CALCASIEU PARISH SCHOOL BOARD, C/O SUPERINTENDENT BILLY
 BK3338'MOSES. PO BOX 800, LAKE CHARLES LA  70602  PHONE 318-491-1600.
 BK3338'
 BK3338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 378 AND
 BK3338'379 IN WESTLAKE, GO NORTH FOR 2.4 KM (1.5 MI) ON HIGHWAY 378 TO A
 BK3338'CROSSROAD.
 BK3338'TURN LEFT AND GO WEST FOR 0.3 KM (0.2 MI) ON JOHN STINE ROAD TO THE
 BK3338'AZIMUTH MARK ON THE RIGHT.
 BK3338'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.36 KM (0.2 MI) ON JOHN
 BK3338'STINE ROAD TO THE TRANSMISSION LINE POLES ON THE LEFT AND THE
 BK3338'STATION.
 BK3338'
 BK3338'THE STATION IS A STANDARD NGS DISK
 BK3338'STAMPED---WESTLAKE 1987---,
 BK3338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3338'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BK3338'25.2 METERS (82.5 FT) SOUTH FROM THE CENTER OF THE ROAD,
 BK3338'0.5 METERS (1.5 FT) NORTH FROM A FIBERGLASS WITNESS POST,
 BK3338'4.7 METERS (15.5 FT) SOUTHWEST FROM THE NORTHWEST POLE WITH A
 BK3338'WITNESS SIGN AND
 BK3338'4.2 METERS (14 FT) WEST-NORTHWEST FROM THE SOUTHWEST POLE WITH A
 BK3338'WITNESS SIGN.
 BK3338'THE UNDERGROUND MARK IS A STANDARD LADTD DISK
 BK3338'STAMPED---WESTLAKE 1987---,
 BK3338'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BK3338'
 BK3338'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BK3338'STAMPED---WESTLAKE 1987---,
 BK3338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3338'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3338'8 METERS (26 FT) NORTH FROM THE CENTER OF THE ROAD,
 BK3338'25.5 METERS (83.5 FT) EAST FROM THE EXTENDED CENTER OF A STREET
 BK3338'LEADING SOUTH,
 BK3338'1.6 METERS (5 FT) WEST FROM A UTILITY POLE AND FIBERGLASS WITNESS
 BK3338'3 METERS (10 FT) EAST FROM A 30-CM PINE TREE, ON THE EXTENDED WEST
 BK3338'WALL OF THE RESIDENCE AT 948 JOHN STINE ROAD.
 BK3338'TO REACH THE AZIMUTH FROM THE STATION,
 BK3338'GO EAST FOR 0.36 KM (0.2 MI) ON JOHN STINE ROAD TO THE AZIMUTH MARK
 BK3338'ON THE LEFT.
 BK3338
 BK3338                          STATION RECOVERY (1990)
 BK3338
 BK3338'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK3338'RECOVERED AS DESCRIBED. AT THE TIME OF RECOVERY THERE WAS A LOT OF
 BK3338'CONSTRUCTION IN PROGRESS IN THE AREA, AND THERE IS A POSSIBILITY OF
 BK3338'THE MARK BEING COVERED UP OR DESTROYED.
 BK3338
 BK3338                          STATION RECOVERY (1997)
 BK3338
 BK3338'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3339 ***********************************************************************
 BK3339  DESIGNATION -  WESTLAKE AZ MK
 BK3339  PID         -  BK3339
 BK3339  STATE/COUNTY-  LA/CALCASIEU
 BK3339  USGS QUAD   -  BUHLER (1975)
 BK3339
 BK3339                         *CURRENT SURVEY CONTROL
 BK3339  ___________________________________________________________________
 BK3339* NAD 83(1992)-  30 15 51.36122(N)    093 15 43.59611(W)     ADJUSTED  
 BK3339* NAVD 88     -         3.   **(meters)      10.   **(feet)  VERTCON   
 BK3339  **This station is located in a subsidence area (see below).
 BK3339  ___________________________________________________________________
 BK3339  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BK3339  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3339
 BK3339  HORZ ORDER  -  SECOND
 BK3339
 BK3339.The horizontal coordinates were established by classical geodetic methods
 BK3339.and adjusted by the National Geodetic Survey in January 1993..
 BK3339.No horizontal observational check was made to the station.
 BK3339
 BK3339 ** The orthometric height has not been validated since last determined
 BK3339 ** by differential leveling and should not be used for control purposes.
 BK3339 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3339 ** area with valid NAVD 88 orthometric heights.
 BK3339 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3339 ** epoch indicated which incorporates improved geoid heights for the
 BK3339 ** Southern Louisiana Subsidence area.
 BK3339 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3339
 BK3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3339
 BK3339.The geoid height was determined by GEOID03.
 BK3339
 BK3339;                    North         East     Units Scale Factor Converg.
 BK3339;SPC LA S     -   197,121.508   814,415.161   MT  0.99993627   -0 57 51.9
 BK3339;SPC LA S     -   646,722.81  2,671,960.41   sFT  0.99993627   -0 57 51.9
 BK3339;UTM  15      - 3,348,097.932   474,787.299   MT  0.99960784   -0 07 55.6
 BK3339
 BK3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3339!SPC LA S     -   1.00000385  x   0.99993627  =   0.99994012
 BK3339!UTM  15      -   1.00000385  x   0.99960784  =   0.99961169
 BK3339
 BK3339                          SUPERSEDED SURVEY CONTROL
 BK3339
 BK3339  NAD 83(1986)-  30 15 51.38253(N)    093 15 43.58746(W) AD(       ) 2
 BK3339  NGVD 29 (05/20/88)    3.     (m)           10.     (f) VERT ANG       
 BK3339
 BK3339.Superseded values are not recommended for survey control.
 BK3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3339.See file dsdata.txt to determine how the superseded data were derived.
 BK3339
 BK3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7478748098(NAD 83)
 BK3339_MARKER: DZ = AZIMUTH MARK DISK
 BK3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3339_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BK3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3339+STABILITY: SURFACE MOTION
 BK3339
 BK3339  HISTORY     - Date     Condition        Report By
 BK3339  HISTORY     - 1987     MONUMENTED       LADTD
 BK3339  HISTORY     - 19970208 GOOD             USPSQD
 BK3339
 BK3339                          STATION DESCRIPTION
 BK3339
 BK3339'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BK3339'THE STATION IS LOCATED IN THE NORTH SECTION OF WESTLAKE, ON THE
 BK3339'GROUNDS OF THE WESTLAKE HIGH SCHOOL ALONG A TRANSMISSION LINE
 BK3339'RIGHT-OF-WAY.
 BK3339'OWNERSHOP--CALCASIEU PARISH SCHOOL BOARD.
 BK3339'
 BK3339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 378 AND
 BK3339'379 IN WESTLAKE, GO NORTH FOR 2.4 KM (1.5 MI) ON HIGHWAY 378 TO A
 BK3339'CROSSROAD.
 BK3339'TURN LEFT AND GO WEST FOR 0.3 KM (0.2 MI) ON JOHN STINE ROAD TO THE
 BK3339'AZIMUTH MARK ON THE RIGHT.
 BK3339'
 BK3339'THE STATION IS A STANDARD NGS DISK
 BK3339'STAMPED---WESTLAKE 1987---,
 BK3339'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK3339'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK3339'LEADING SOUTH,
 BK3339'8 METERS (26 FT) NORTH FROM THE CENTER OF JOHN STINE ROAD,
 BK3339'3 METERS (10 FT) EAST FROM A 30-CM PINE TREE AND
 BK3339'1.6 METERS (5 FT) WEST FROM A UTILITY POLE AND FIBERGLASS WITNESS
 BK3339'SIGN.
 BK3339
 BK3339                          STATION RECOVERY (1997)
 BK3339
 BK3339'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK3339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3148 ***********************************************************************
 BK3148  DESIGNATION -  WESTLAKE MATHIESON CHEM HI STK
 BK3148  PID         -  BK3148
 BK3148  STATE/COUNTY-  LA/CALCASIEU
 BK3148  USGS QUAD   -  WESTLAKE (1996)
 BK3148
 BK3148                         *CURRENT SURVEY CONTROL
 BK3148  ___________________________________________________________________
 BK3148* NAD 83(1992)-  30 13 55.71150(N)    093 16 01.56622(W)     ADJUSTED  
 BK3148* NAVD 88     -                                                        
 BK3148  **This station is located in a subsidence area (see below).
 BK3148  ___________________________________________________________________
 BK3148  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BK3148  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK3148
 BK3148  HORZ ORDER  -  THIRD
 BK3148
 BK3148.The horizontal coordinates were established by classical geodetic methods
 BK3148.and adjusted by the National Geodetic Survey in January 1993..
 BK3148
 BK3148 ** The orthometric height has not been validated since last determined
 BK3148 ** by differential leveling and should not be used for control purposes.
 BK3148 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3148 ** area with valid NAVD 88 orthometric heights.
 BK3148 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3148 ** epoch indicated which incorporates improved geoid heights for the
 BK3148 ** Southern Louisiana Subsidence area.
 BK3148 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3148
 BK3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3148
 BK3148.The geoid height was determined by GEOID03.
 BK3148
 BK3148;                    North         East     Units Scale Factor Converg.
 BK3148;SPC LA S     -   193,569.080   813,874.819   MT  0.99993386   -0 58 00.9
 BK3148;SPC LA S     -   635,067.89  2,670,187.64   sFT  0.99993386   -0 58 00.9
 BK3148;UTM  15      - 3,344,539.194   474,298.780   MT  0.99960815   -0 08 04.2
 BK3148
 BK3148                          SUPERSEDED SURVEY CONTROL
 BK3148
 BK3148  NAD 83(1986)-  30 13 55.73312(N)    093 16 01.55820(W) AD(       ) 4
 BK3148  NAD 27      -  30 13 55.03300(N)    093 16 01.02900(W) AD(       ) 3
 BK3148
 BK3148.Superseded values are not recommended for survey control.
 BK3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3148.See file dsdata.txt to determine how the superseded data were derived.
 BK3148
 BK3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7429944539(NAD 83)
 BK3148_MARKER: 63 = STACK
 BK3148
 BK3148  HISTORY     - Date     Condition        Report By
 BK3148  HISTORY     - 1955     FIRST OBSERVED   CGS
 BK3148
 BK3148                          STATION DESCRIPTION
 BK3148
 BK3148'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 BK3148'THE STATION IS THE TOP AND CENTER OF THE CONCRETE SMOKESTACK
 BK3148'WHICH IS LOCATED ON THE GROUNDS OF THE MATHIESON CHEMICAL COMPANY.
 BK3148'IT LIES JUST WEST OF THE POWER HOUSE.  IT IS THE HIGHER OF THREE
 BK3148'ADJACENT STACKS.
 BK3148'
 BK3148'THE STACK IS 275 FEET HIGH AND 12 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0155 ***********************************************************************
 AV0155  DESIGNATION -  WEST=TOPO WEST RESET 1965
 AV0155  PID         -  AV0155
 AV0155  STATE/COUNTY-  LA/VERMILION
 AV0155  USGS QUAD   -  HELL HOLE BAYOU (1979)
 AV0155
 AV0155                         *CURRENT SURVEY CONTROL
 AV0155  ___________________________________________________________________
 AV0155* NAD 83(1986)-  29 35 01.     (N)    092 02 49.     (W)     SCALED    
 AV0155* NAVD 88     -         0.55   (+/-2cm)       1.8    (feet)  VERTCON   
 AV0155  ___________________________________________________________________
 AV0155  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AV0155
 AV0155  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0155
 AV0155.The horizontal coordinates were scaled from a topographic map and have
 AV0155.an estimated accuracy of +/- 6 seconds.
 AV0155
 AV0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0155.The vertical order pertains to the NGVD 29 superseded value.
 AV0155
 AV0155.The geoid height was determined by GEOID03.
 AV0155
 AV0155;                    North         East    Units  Estimated Accuracy
 AV0155;SPC LA S     -   120,330.      930,860.      MT  (+/- 180 meters Scaled)
 AV0155
 AV0155                          SUPERSEDED SURVEY CONTROL
 AV0155
 AV0155  NGVD 29 (??/??/??)    0.565  (m)            1.85   (f) ADJUSTED    1 2
 AV0155
 AV0155.Superseded values are not recommended for survey control.
 AV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0155.See file dsdata.txt to determine how the superseded data were derived.
 AV0155
 AV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN923730(NAD 83)
 AV0155_MARKER: DT = TOPOGRAPHIC STATION DISK
 AV0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0155_STAMPING: WEST 1948 RESET 1965
 AV0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0155+STABILITY: SURFACE MOTION
 AV0155
 AV0155  HISTORY     - Date     Condition        Report By
 AV0155  HISTORY     - 1965     MONUMENTED       CGS
 AV0155  HISTORY     - 1966     GOOD             CGS
 AV0155
 AV0155                          STATION DESCRIPTION
 AV0155
 AV0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AV0155'10.6 MI E FROM CHENIERE AU TIGRE.
 AV0155'ABOUT 10.6 MILES EAST ALONG THE SHORELINE FROM THE CEMETERY AT
 AV0155'CHENIERE AU TIGRE, IN SECTION 9, T 17 S, R 4 E, ABOUT 0.4 MILE
 AV0155'SOUTH-SOUTHEAST OF A SMALL DOCK AND A GROUP OF OIL TANKS, ABOUT 0.4
 AV0155'MILE WEST OF CHANNEL LIGHT NUMBER 2, AT THE MOUTH OF SOUTHWEST PASS
 AV0155'AND THE GULF OF MEXICO, 48 FEET NORTH OF THE HIGH-WATER LINE, 2.7 FEET
 AV0155'WEST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AV0155'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2764 ***********************************************************************
 AU2764  DESIGNATION -  WESTWEGO
 AU2764  PID         -  AU2764
 AU2764  STATE/COUNTY-  LA/JEFFERSON
 AU2764  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2764
 AU2764                         *CURRENT SURVEY CONTROL
 AU2764  ___________________________________________________________________
 AU2764* NAD 83(1992)-  29 54 46.26212(N)    090 08 22.75973(W)     ADJUSTED  
 AU2764* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2764  **This station is located in a subsidence area (see below).
 AU2764  ___________________________________________________________________
 AU2764  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2764  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2764
 AU2764  HORZ ORDER  -  FIRST
 AU2764
 AU2764.The horizontal coordinates were established by classical geodetic methods
 AU2764.and adjusted by the National Geodetic Survey in January 1993..
 AU2764
 AU2764 ** The orthometric height has not been validated since last determined
 AU2764 ** by differential leveling and should not be used for control purposes.
 AU2764 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2764 ** area with valid NAVD 88 orthometric heights.
 AU2764 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2764 ** epoch indicated which incorporates improved geoid heights for the
 AU2764 ** Southern Louisiana Subsidence area.
 AU2764 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2764.The orthometric height was scaled from a topographic map.
 AU2764
 AU2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2764
 AU2764.The geoid height was determined by GEOID03.
 AU2764
 AU2764;                    North         East     Units Scale Factor Converg.
 AU2764;SPC LA S     -   157,206.825 1,115,263.527   MT  0.99992692   +0 35 48.7
 AU2764;SPC LA S     -   515,769.39  3,658,993.75   sFT  0.99992692   +0 35 48.7
 AU2764;UTM  15      - 3,312,568.077   776,172.414   MT  1.00054114   +1 25 38.3
 AU2764
 AU2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2764!SPC LA S     -   1.00000377  x   0.99992692  =   0.99993069
 AU2764!UTM  15      -   1.00000377  x   1.00054114  =   1.00054492
 AU2764
 AU2764:                Primary Azimuth Mark                     Grid Az
 AU2764:SPC LA S     -  NEW ORLEANS WATER PURIF SW STK           010 59 59.5
 AU2764:UTM  15      -  NEW ORLEANS WATER PURIF SW STK           010 10 09.9
 AU2764
 AU2764|---------------------------------------------------------------------|
 AU2764| PID    Reference Object                     Distance      Geod. Az  |
 AU2764|                                                           dddmmss.s |
 AU2764| AU2789 NEW ORLEANS WATER PURIF SW STK      APPROX. 5.1 KM 0113548.2 |
 AU2764| AU2788 NEW ORLEANS WATER PURIF NE STK      APPROX. 5.1 KM 0114428.3 |
 AU2764| AU2641 NEW ORLEANS LOYOLA CH NW SPIRE      APPROX. 2.9 KM 0351713.1 |
 AU2764| AU2640 NEW ORLEANS LOYOLA CH SW SPIRE      APPROX. 2.9 KM 0351908.1 |
 AU2764| AU2647 NEW ORLEANS LOYOLA CH NE SPIRE      APPROX. 2.9 KM 0352809.3 |
 AU2764| AU2642 NEW ORLEANS LOYOLA CH SE SPIRE      APPROX. 2.9 KM 0352958.9 |
 AU2764| AU2682 NEW ORLEANS AMERICAN BANK FLAG      APPROX. 8.0 KM 0563304.1 |
 AU2764| DD8244 WESTWEGO RM 2                       109.100 METERS 06527     |
 AU2764| AU2657 NEW ORLEANS ST STEPHENS CHURCH      APPROX. 3.8 KM 0743623.0 |
 AU2764| AU2659 HARVEY BRER RABBIT TANK             APPROX. 4.4 KM 0984001.3 |
 AU2764| AU2775 MARRERO CELOTEX CORP W TANK         APPROX. 1.6 KM 1343332.5 |
 AU2764| AU2762 WESTWEGO CITY WATER WORKS TANK      405.798 METERS 2451506.4 |
 AU2764| DD8243 WESTWEGO RM 1                        34.400 METERS 26643     |
 AU2764| AU2772 NEW ORLEANS COMPRESS CO W TANK      APPROX. 6.5 KM 3511313.5 |
 AU2764| AU2774 NEW ORLEANS COMPRESS CO E TANK      APPROX. 6.4 KM 3535429.3 |
 AU2764|---------------------------------------------------------------------|
 AU2764
 AU2764                          SUPERSEDED SURVEY CONTROL
 AU2764
 AU2764  NAD 83(1986)-  29 54 46.27784(N)    090 08 22.75966(W) AD(       ) 1
 AU2764  NAD 27      -  29 54 45.53885(N)    090 08 22.49380(W) AD(       ) 1
 AU2764
 AU2764.Superseded values are not recommended for survey control.
 AU2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2764.See file dsdata.txt to determine how the superseded data were derived.
 AU2764
 AU2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7617212568(NAD 83)
 AU2764_MARKER: DS = TRIANGULATION STATION DISK
 AU2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2764
 AU2764  HISTORY     - Date     Condition        Report By
 AU2764  HISTORY     - 1930     MONUMENTED       CGS
 AU2764  HISTORY     - 1935     GOOD             LAGS
 AU2764  HISTORY     - 1936     GOOD             LAGS
 AU2764  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU2764  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AU2764
 AU2764                          STATION DESCRIPTION
 AU2764
 AU2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 AU2764'STATION IS LOCATED IN TOWN OF WESTWEGO, ON THE LEVEE, JUST
 AU2764'N OF U.S. FOOD PRODUCTS PLANT, 9.1 METERS (30 FEET) W OF
 AU2764'TOP OF LEVEE, 25.6 METERS (84 FEET) W OF LARGE FUEL STORAGE TANK
 AU2764'JUST INSIDE LEVEE, AND 28.3 METERS (93 FEET) E OF CENTER
 AU2764'OF LEVEE ROAD.
 AU2764'
 AU2764'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AU2764'SET IN CONCRETE.
 AU2764'
 AU2764'REFERENCE MARK NO. 1 IS 6.1 METERS (20 FEET) W OF CENTER
 AU2764'OF LEVEE ROAD, 0.3 METER (1 FOOT) W OF WIRE FENCE, AND 34.4
 AU2764'METERS (113 FEET) FROM STATION S 86 DEG 44 MIN W.
 AU2764'
 AU2764'REFERENCE MARK NO. 2 IS AT THE FIRST CURVE IN THE LEVEE
 AU2764'ROAD N OF STATION, 6.1 METERS (20 FEET) W OF CENTER LINE
 AU2764'OF ROAD, AND 109.1 METERS (358 FEET) FROM STATION
 AU2764'N 65 DEG 26 MIN E.
 AU2764'
 AU2764'B.M. 212/3 (M.R.C.) IS 63.76 METERS (209.2 FEET) FROM STATION
 AU2764'N 20 DEG 20 MIN W.
 AU2764
 AU2764                          STATION RECOVERY (1935)
 AU2764
 AU2764'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 AU2764'RECOVERED AS DESCRIBED.  ADDITIONAL TIE OF 36 FEET MEASURED
 AU2764'FROM THE CENTER LINE INTERSECTION OF THE CROWN OF THE LEVEE
 AU2764'TO THE FOOT OF A PERPENDICULAR OFFSET OF 30 FEET TO THE
 AU2764'MONUMENT WOULD EXPEDITE RECOVERY.  THE CENTER LINE INTERSECTION
 AU2764'OF THE CROWN OF THE LEVEE IS THE ANGLE IN THE LEVEE IN FRONT
 AU2764'OF THE U.S. INDUSTRIAL ALCOHOL PLANT.  THE STATION IS IN
 AU2764'FRONT OF THE U.S. INDUSTRIAL ALCOHOL PLANT.
 AU2764
 AU2764                          STATION RECOVERY (1936)
 AU2764
 AU2764'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 AU2764'STATION RECOVERED AS DESCRIBED.
 AU2764
 AU2764                          STATION RECOVERY (1952)
 AU2764
 AU2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2764'STATION NOT RECOVERED.  A THOROUGH SEARCH OF THE AREA WAS
 AU2764'MADE BUT NO EVIDENCE OF THE STATION WAS FOUND.  ONE MONUMENT
 AU2764'(WHICH IS BELIEVED TO BE REFERENCE MARK 1) WAS FOUND WITH
 AU2764'THE DISK REMOVED, LYING BESIDE THE ROAD.  ACCORDING TO LOCAL
 AU2764'INFORMATION EXTENSIVE WORK HAS BEEN DONE ALONG THE LEVEE
 AU2764'AND THE STATION HAS PROBABLY BEEN COVERED.  THE DISTANCES
 AU2764'GIVEN FROM THE CENTERLINE OF THE ROAD TO THE REFERENCE MARKS
 AU2764'INDICATE THE ROAD HAS BEEN WIDENED AND THE REFERENCE MARKS
 AU2764'WERE PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AU2764
 AU2764                          STATION RECOVERY (1953)
 AU2764
 AU2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2764'A THOROUGH SEARCH WAS MADE FOR THE STATION, REFERENCE MARK NO.
 AU2764'1 AND REFERENCE MARK NO. 2, BUT NO EVIDENCE OF ANY KIND
 AU2764'COULD BE FOUND.
 AU2764'
 AU2764'THE BUILDINGS NEAR THE SITE OF THE OLD STATION HAVE BEEN
 AU2764'DESTROYED OVER A PERIOD OF THE LAST SIXTEEN YEARS, THE
 AU2764'MISSISSIPPI RIVER LEVEE HAS BEEN CHANGED AND WIDENED, AND
 AU2764'A NEW HIGHWAY HAS BEEN BUILT NEAR BY.  IT IS THEREFORE ASSUMED
 AU2764'THAT ALL MARKS HAVE BEEN LOST DURING THIS TIME AND THE STATION
 AU2764'IS CONSIDERED DESTROYED.
 AU2764'
 AU2764'A NEW STATION WESTWEGO 2 WAS ESTABLISHED.  (SEE DESCRIPTION
 AU2764'THEREOF)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0714 ***********************************************************************
 AU0714  DESIGNATION -  WESTWEGO 2
 AU0714  PID         -  AU0714
 AU0714  STATE/COUNTY-  LA/JEFFERSON
 AU0714  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0714
 AU0714                         *CURRENT SURVEY CONTROL
 AU0714  ___________________________________________________________________
 AU0714* NAD 83(1992)-  29 54 43.26164(N)    090 08 21.98891(W)     ADJUSTED  
 AU0714* NAVD 88     -         1.28   (+/-2cm)       4.2  **(feet)  VERTCON   
 AU0714  **This station is located in a subsidence area (see below).
 AU0714  ___________________________________________________________________
 AU0714  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU0714  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU0714  OBS GRAVITY -     979,310.5   (mgal)                       GRAV_OBS
 AU0714
 AU0714  HORZ ORDER  -  FIRST
 AU0714  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU0714
 AU0714.The horizontal coordinates were established by classical geodetic methods
 AU0714.and adjusted by the National Geodetic Survey in January 1993..
 AU0714
 AU0714 ** The orthometric height has not been validated since last determined
 AU0714 ** by differential leveling and should not be used for control purposes.
 AU0714 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0714 ** area with valid NAVD 88 orthometric heights.
 AU0714 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0714 ** epoch indicated which incorporates improved geoid heights for the
 AU0714 ** Southern Louisiana Subsidence area.
 AU0714 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0714.The vertical order pertains to the NGVD 29 superseded value.
 AU0714
 AU0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0714
 AU0714.The geoid height was determined by GEOID03.
 AU0714.The observed gravity was obtained from relative gravimeter ties
 AU0714.to the IGSN71 gravity network.
 AU0714
 AU0714;                    North         East     Units Scale Factor Converg.
 AU0714;SPC LA S     -   157,114.661 1,115,285.164   MT  0.99992694   +0 35 49.1
 AU0714;SPC LA S     -   515,467.02  3,659,064.74   sFT  0.99992694   +0 35 49.1
 AU0714;UTM  15      - 3,312,476.181   776,195.399   MT  1.00054129   +1 25 38.6
 AU0714
 AU0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0714!SPC LA S     -   1.00000388  x   0.99992694  =   0.99993081
 AU0714!UTM  15      -   1.00000388  x   1.00054129  =   1.00054517
 AU0714
 AU0714:                Primary Azimuth Mark                     Grid Az
 AU0714:SPC LA S     -  NEW ORLEANS SHIP COMPRESS TK             002 54 48.9
 AU0714:UTM  15      -  NEW ORLEANS SHIP COMPRESS TK             002 04 59.4
 AU0714
 AU0714|---------------------------------------------------------------------|
 AU0714| PID    Reference Object                     Distance      Geod. Az  |
 AU0714|                                                           dddmmss.s |
 AU0714| AU2766 NEW ORLEANS SHIP COMPRESS TK        APPROX. 5.4 KM 0033038.0 |
 AU0714| AU2788 NEW ORLEANS WATER PURIF NE STK      APPROX. 5.2 KM 0111840.3 |
 AU0714| DD8245 WESTWEGO 2 RM 5                      14.150 METERS 09508     |
 AU0714| AU2655 MARRERO WATER TANK                  APPROX. 3.1 KM 1144031.0 |
 AU0714| AH9120 WESTWEGO 2 AZ MK                                   1283546.3 |
 AU0714| AU2775 MARRERO CELOTEX CORP W TANK         APPROX. 1.5 KM 1323722.9 |
 AU0714| AU0716 WESTWEGO 2 RM 3                      38.803 METERS 14733     |
 AU0714| AU0715 WESTWEGO 2 RM 4                      31.693 METERS 17934     |
 AU0714| AU2763 WESTWEGO WATER TANK                 APPROX. 1.0 KM 1873902.3 |
 AU0714| AU2762 WESTWEGO CITY WATER WORKS TANK      396.844 METERS 25844     |
 AU0714| AH9121 WESTWEGO 2 AZ MK RESET                             3000836.8 |
 AU0714| AU2791 WESTWEGO 2 RM 6                      78.436 METERS 34153     |
 AU0714| AU2774 NEW ORLEANS COMPRESS CO E TANK      APPROX. 6.5 KM 3534847.4 |
 AU0714|---------------------------------------------------------------------|
 AU0714
 AU0714                          SUPERSEDED SURVEY CONTROL
 AU0714
 AU0714  NAD 83(1986)-  29 54 43.27708(N)    090 08 21.98852(W) AD(       ) 1
 AU0714  NAD 27      -  29 54 42.53836(N)    090 08 21.72258(W) AD(       ) 1
 AU0714  NGVD 29 (??/??/??)    1.357  (m)            4.45   (f) ADJUSTED    1 2
 AU0714
 AU0714.Superseded values are not recommended for survey control.
 AU0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0714.See file dsdata.txt to determine how the superseded data were derived.
 AU0714
 AU0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7619512476(NAD 83)
 AU0714_MARKER: DS = TRIANGULATION STATION DISK
 AU0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0714_STAMPING: WESTWEGO 2 1953
 AU0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0714+STABILITY: SURFACE MOTION
 AU0714
 AU0714  HISTORY     - Date     Condition        Report By
 AU0714  HISTORY     - 1953     MONUMENTED       CGS
 AU0714  HISTORY     - 1955     GOOD             CGS
 AU0714  HISTORY     - 1964     GOOD             CGS
 AU0714  HISTORY     - 1966     GOOD             CGS
 AU0714  HISTORY     - 1972     GOOD             NGS
 AU0714  HISTORY     - 1984     GOOD             LA-051
 AU0714
 AU0714                          STATION DESCRIPTION
 AU0714
 AU0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU0714'THE STATION IS LOCATED NEAR THE NORTHEAST PART OF WESTWEGO
 AU0714'AND NEAR THE NORTHWEST CORNER OF THE U.S. INDUSTRIAL CHEMICALS
 AU0714'CO. GROUNDS.  IT IS 55 FEET SOUTH OF THE CENTER OF RIVER ROAD,
 AU0714'44 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BUILDING,
 AU0714'28 FEET SOUTH OF A FENCE AND 27 FEET SOUTH OF A FIRE HYDRANT.
 AU0714'IT IS STAMPED WESTWEGO 2 1953 AND PROJECTS 4 INCHES.
 AU0714'
 AU0714'REFERENCE MARK NO. 3 IS 76 FEET SOUTHEAST OF THE SOUTHEAST
 AU0714'CORNER OF A CONCRETE BUILDING, 74 FEET EAST OF THE CENTER OF
 AU0714'A DRIVEWAY, 66 FEET SOUTH OF A FENCE LINE AND 8 FEET EAST
 AU0714'OF THE EAST SIDE OF AN OLD CONCRETE FOUNDATION.  IT IS A
 AU0714'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 2
 AU0714'FOOT SQUARE CONCRETE BLOCK.  IT IS STAMPED WESTWEGO 2 NO 3
 AU0714'1953 AND PROJECTS 4 INCHES.
 AU0714'
 AU0714'REFERENCE MARK NO. 4 IS UNDER AN ELEVATED PIPE LINE AND 11
 AU0714'FEET EAST OF THE CENTER OF A DRIVEWAY.  IT IS A STANDARD
 AU0714'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 2 FOOT
 AU0714'SQUARE CONCRETE BLOCK.  IT IS STAMPED WESTWEGO 2 NO 4 1953
 AU0714'AND PROJECTS 6 INCHES.
 AU0714'
 AU0714'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 AU0714'NO. 4 IS 67.6 FEET.
 AU0714'
 AU0714'THE AZIMUTH MARK IS LOCATED 23 FEET SOUTH OF THE CENTER OF
 AU0714'RIVER ROAD AND 1 FOOT NORTH OF A FENCE LINE.  IT IS STAMPED
 AU0714'WESTWEGO 2 1953 AND PROJECTS 6 INCHES.
 AU0714'
 AU0714'TO REACH THE STATION FROM THE POST OFFICE IN WESTWEGO, GO
 AU0714'WESTERLY ON STATE HIGHWAYS 2 AND 30 FOR 0.05 MILE TO AVENUE
 AU0714'A.  TURN RIGHT AND GO NORTHERLY ON AVENUE A FOR 0.5 MILE TO
 AU0714'A T ROAD INTERSECTION, TURN RIGHT AND GO SOUTHEASTERLY ON
 AU0714'RIVER ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AU0714'CONTINUE SOUTHEASTERLY ON RIVER ROAD FOR 0.2 MILE TO THE
 AU0714'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AU0714'
 AU0714'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 AU0714
 AU0714                          STATION RECOVERY (1955)
 AU0714
 AU0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 AU0714'THE STATION WAS VIISITED 5-9-55.  THE STATION MARK, AZIMUTH
 AU0714'AND REFERENCE MARK NO. 3 AND 4 WERE FOUND IN GOOD CONDITION.
 AU0714'THE DESCRIPTION IS ADEQUATE.
 AU0714
 AU0714                          STATION RECOVERY (1964)
 AU0714
 AU0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AU0714'0.6 MI SE FROM WESTWEGO.
 AU0714'ABOUT 0.6 MILE SOUTHEAST ALONG LABAUVE DRIVE FROM ITS JUNCTION WITH
 AU0714'SALA AVENUE AND STATE HIGHWAY 18 AT WESTWEGO, IN THE NORTHWEST PART OF
 AU0714'THE TOWN OF WESTWEGO, ON THE PROPERTY OF THE U. S. INDUSTRIAL CHEMICAL
 AU0714'COMPANY, NEAR A GROUP OF CONCRETE RUINS OF BUILDING, 55 FEET SOUTHWEST
 AU0714'OF THE CENTER LINE OF LABAUVE DRIVE, 44 FEET NORTHWEST OF THE
 AU0714'NORTHWEST CORNER OF A CONCRETE BUILDING, 28 FEET SOUTHWEST OF A FENCE
 AU0714'LINE, 27 FEET SOUTHWEST OF A FIRE HYDRANT, 1 FOOT NORTHEAST OF A METAL
 AU0714'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 AU0714'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AU0714
 AU0714                          STATION RECOVERY (1966)
 AU0714
 AU0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AU0714'STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AS
 AU0714'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 AU0714'WAS FOUND DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 AU0714'THE DISTANCE AND DIRECTION TO REFERENCE MARKS 3 AND 4 CHECKED
 AU0714'WITH ORIGINAL DESCRIPTION.  DUE TO VARIOUS CHANGES A COMPLETE
 AU0714'NEW DESCRIPTION FOLLOWS--
 AU0714'
 AU0714'STATION IS LOCATED IN THE NORTH PART OF WESTWEGO, ABOUT 1/10
 AU0714'MILE SOUTH OF SOUTH BANK OF MISSISSIPPI RIVER AND NEAR THE
 AU0714'NORTHWEST CORNER OF THE U.S. INDUSTRIAL CHEMICALS COMPANY
 AU0714'GROUNDS.
 AU0714'
 AU0714'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AND JUNCTION OF
 AU0714'U.S. HIGHWAY 90 AND STATE HIGHWAY 18 AT THE SOUTH END OF HUEY
 AU0714'P. LONG BRIDGE IN BRIDGE CITY, GO EAST ON STATE HIGHWAY 18
 AU0714'FOR 1.25 MILES TO JUNCTION OF STATE HIGHWAY 451, KEEP RIGHT
 AU0714'AND FOLLOW STATE HIGHWAYS 18 AND 451 FOR 0.5 MILE TO JUNCTION
 AU0714'WHERE STATE HIGHWAY 18 TURNS RIGHT, KEEP AHEAD ON STATE
 AU0714'HIGHWAY 451 (LABAUVED DRIVE) FOR 0.4 MILE TO GATE ON RIGHT
 AU0714'AND ENTRANCE TO U.S. INDUSTRIAL CHEMICALS COMPANY AND STATION
 AU0714'AS DESCRIBED.
 AU0714'
 AU0714'STATION MARK, A STANDARD DISK STAMPED WESTWEGO 2 1953, IS SET
 AU0714'IN THE TOP OF A 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 AU0714'ABOUT 3 INCHES.  THE MARK IS 87.2 FEET EAST OF EAST RAIL OF
 AU0714'RAILROAD TRACK, 53 FEET SOUTH OF CENTER OF STATE HIGHWAY 451,
 AU0714'34 FEET WEST OF CENTER OF GRAVELED ROAD, 27 FEET SOUTH OF
 AU0714'FENCE, 44 FEET WEST OF SOUTHWEST CORNER OF CONCRETE BUILDING
 AU0714'AND 1 FOOT SOUTH OF WITNESS POST.
 AU0714'
 AU0714'REFERENCE MARK 3, A STANDARD DISK STAMPED WESTWEGO 2 NO 3
 AU0714'1953, IS CEMENTED IN A DRILL HOLE IN TOP OF A 2 FOOT SQUARE
 AU0714'CONCRETE FOUNDATION.  THE MARK IS 76 FEET SOUTHEAST OF THE
 AU0714'SOUTHEAST CORNER OF CONCRETE BUILDING, 66 FEET SOUTH OF FENCE,
 AU0714'74 FEET EAST OF CENTER OF DRIVEWAY AND 8 FEET EAST SIDE OF
 AU0714'OLD CONCRETE FOUNDATION.
 AU0714'
 AU0714'REFERENCE MARK 4, A STANDARD DISK STAMPED WESTWEGO 2 NO 4
 AU0714'1953, IS CEMENTED IN A DRILL HOLE IN TOP OF A 18 INCH SQUARE
 AU0714'CONCRETE FOUNDATION WHICH PROJECTS ABOUT 6 INCHES.  THE MARK IS
 AU0714'UNDER AN ELEVATED PIPE LINE, 11 FEET EAST OF CENTER OF GRAVELED
 AU0714'ROAD AND 4 FEET WEST OF OLD CONCRETE FOUNDATION.
 AU0714'
 AU0714'AZIMUTH MARK, A STANDARD DISK STAMPED WESTWEGO 2 RESET 1966,
 AU0714'IS CEMENTED IN A DRILL HOLE IN CONCRETE SIDEWALK.  THE MARK
 AU0714'IS 41 FEET NORTHWEST OF CENTER OF INTERSECTION OF SECOND
 AU0714'STREET AND AVENUE B, 37.5 FEET WEST OF CENTER OF AVENUE B, 19
 AU0714'FEET WEST OF UTILITY POLE, 12 FEET NORTH OF CENTER OF SECOND
 AU0714'STREET AND 3 FEET NORTH OF NORTH CURB OF SECOND STREET.
 AU0714'
 AU0714'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 AU0714
 AU0714                          STATION RECOVERY (1972)
 AU0714
 AU0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU0714'MEASUREMENTS WERE MADE WITH A 30 METER, 300 FOOT TAPE AND A
 AU0714'RANGER III.  HOLDING 5 AND 10 KGS. TENSION ON THE STEEL TAPES.
 AU0714'
 AU0714'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 AU0714'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 3 HAS
 AU0714'BEEN DESTROYED.
 AU0714'
 AU0714'THE DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE IN ERROR BY
 AU0714'0.084 METERS.  NO CHECK COULD BE MADE FOR HORIZONTAL DIRECTIONS
 AU0714'DUE TO HOUSE ON LINE TO THE AZIMUTH MARK.
 AU0714'
 AU0714'A NEW REFERENCE MARK 5 AND 6 WAS ESTABLISHED AT THIS DATE.
 AU0714'
 AU0714'DUE TO POWERLINES OVER WESTWEGO 2 1953 A TOWER WAS ERECT OVER
 AU0714'RM 6 AND ALL HORIZONTAL DIRECTIONS OBSERVED.
 AU0714'
 AU0714'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR WESTWEGO 2
 AU0714'RM 6.
 AU0714'
 AU0714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WESTWEGO
 AU0714
 AU0714                          STATION RECOVERY (1984)
 AU0714
 AU0714'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2791 ***********************************************************************
 AU2791  DESIGNATION -  WESTWEGO 2 RM 6
 AU2791  PID         -  AU2791
 AU2791  STATE/COUNTY-  LA/JEFFERSON
 AU2791  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2791
 AU2791                         *CURRENT SURVEY CONTROL
 AU2791  ___________________________________________________________________
 AU2791* NAD 83(1992)-  29 54 45.68266(N)    090 08 22.89806(W)     ADJUSTED  
 AU2791* NAVD 88     -         3.51   (+/-2cm)      11.5  **(feet)  VERTCON   
 AU2791  **This station is located in a subsidence area (see below).
 AU2791  ___________________________________________________________________
 AU2791  X           -     -13,490.269 (meters)                     COMP
 AU2791  Y           -  -5,533,054.196 (meters)                     COMP
 AU2791  Z           -   3,161,977.370 (meters)                     COMP
 AU2791  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2791  ELLIP HEIGHT-         -21.76  (meters)          (09/30/02) GPS OBS
 AU2791  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2791
 AU2791  HORZ ORDER  -  FIRST
 AU2791  VERT ORDER  -  THIRD ? (See Below)
 AU2791  ELLP ORDER  -  FOURTH    CLASS II
 AU2791
 AU2791.The horizontal coordinates were established by classical geodetic methods
 AU2791.and adjusted by the National Geodetic Survey in January 1993..
 AU2791
 AU2791 ** The orthometric height has not been validated since last determined
 AU2791 ** by differential leveling and should not be used for control purposes.
 AU2791 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2791 ** area with valid NAVD 88 orthometric heights.
 AU2791 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2791 ** epoch indicated which incorporates improved geoid heights for the
 AU2791 ** Southern Louisiana Subsidence area.
 AU2791 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2791.The vertical order pertains to the NGVD 29 superseded value.
 AU2791
 AU2791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2791
 AU2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2791
 AU2791.The ellipsoidal height was determined by GPS observations
 AU2791.and is referenced to NAD 83.
 AU2791
 AU2791.The geoid height was determined by GEOID03.
 AU2791
 AU2791;                    North         East     Units Scale Factor Converg.
 AU2791;SPC LA S     -   157,188.945 1,115,260.003   MT  0.99992692   +0 35 48.6
 AU2791;SPC LA S     -   515,710.73  3,658,982.19   sFT  0.99992692   +0 35 48.6
 AU2791;UTM  15      - 3,312,550.138   776,169.147   MT  1.00054112   +1 25 38.2
 AU2791
 AU2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2791!SPC LA S     -   1.00000342  x   0.99992692  =   0.99993034
 AU2791!UTM  15      -   1.00000342  x   1.00054112  =   1.00054454
 AU2791
 AU2791|---------------------------------------------------------------------|
 AU2791| PID    Reference Object                     Distance      Geod. Az  |
 AU2791|                                                           dddmmss.s |
 AU2791| DD8245 WESTWEGO 2 RM 5                                    15306     |
 AU2791| AU0714 WESTWEGO 2                           78.436 METERS 16153     |
 AU2791| AH9120 WESTWEGO 2 AZ MK                                   2862148.1 |
 AU2791|---------------------------------------------------------------------|
 AU2791
 AU2791                          SUPERSEDED SURVEY CONTROL
 AU2791
 AU2791  ELLIP H (01/21/93)  -22.61   (m)                       GP(       ) 4 2
 AU2791  NAD 83(1986)-  29 54 45.68282(N)    090 08 22.89794(W) AD(       ) 1
 AU2791  ELLIP H (04/21/89)  -21.75   (m)                       GP(       ) 4 2
 AU2791  NAD 83(1986)-  29 54 45.69845(N)    090 08 22.89761(W) AD(       ) 1
 AU2791  NAD 27      -  29 54 44.95984(N)    090 08 22.63166(W) AD(       ) 1
 AU2791  NGVD 29 (02/23/90)    3.58   (m)           11.7    (f) LEVELING    3  
 AU2791
 AU2791.Superseded values are not recommended for survey control.
 AU2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2791.See file dsdata.txt to determine how the superseded data were derived.
 AU2791
 AU2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7616912550(NAD 83)
 AU2791_MARKER: DR = REFERENCE MARK DISK
 AU2791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2791_SP_SET: CONCRETE POST
 AU2791_STAMPING: WESTWEGO 2 1953 NO 6 1972
 AU2791_MARK LOGO: NGS   
 AU2791_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2791+STABILITY: SURFACE MOTION
 AU2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2791+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1989
 AU2791
 AU2791  HISTORY     - Date     Condition        Report By
 AU2791  HISTORY     - 1972     MONUMENTED       NGS
 AU2791  HISTORY     - 1987     GOOD             LADTD
 AU2791  HISTORY     - 1988     GOOD             LADTD
 AU2791  HISTORY     - 19880920 GOOD             LADTD
 AU2791  HISTORY     - 19890124 GOOD
 AU2791  HISTORY     - 19950711 GOOD             USPSQD
 AU2791
 AU2791                          STATION DESCRIPTION
 AU2791
 AU2791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2791'MEASUREMENT TO WESTWEGO 2 1953 WAS MADE WITH A RANGER III.
 AU2791'
 AU2791'NO MEASUREMENT WAS MADE TO RM 5 DUE TO HEAVY TRAFFIC.
 AU2791'
 AU2791'THE STATION IS LOCATED IN THE NORTH PART OF WESTWEGO, ON THE SOUTH
 AU2791'SIDE OF THE LEVEE OF THE MISSISSIPPI RIVER AND ON LAND OF JEFFERSON
 AU2791'PARISH, MR. EARL MAGNER, JEFFERSON PARISH LEVEE BOARD, TELEPHONE
 AU2791'NUMBER 283-3418.
 AU2791'
 AU2791'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AND THE JUNCTION OF
 AU2791'U. S. HIGHWAY 90 AND STATE HIGHWAY 18 AT THE SOUTH END OF THE
 AU2791'HUEY P. LONG BRIDGE IN BRIDGE CITY, GO EAST ON STATE HIGHWAY 18 FOR
 AU2791'1.3 MILES TO THE JUNCTION OF STATE HIGHWAY 541, KEEP RIGHT AND
 AU2791'FOLLOW STATE HIGHWAYS 18 AND 541 FOR 0.5 MILE TO WHERE STATE HIGHWAY
 AU2791'18 TURNS RIGHT, CONTINUE AHEAD ON STATE HIGHWAY 541 (LABAUVED DRIVE)
 AU2791'FOR 0.4 MILE TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY FROM
 AU2791'THE PACIFIC MOLASSES COMPANY.
 AU2791'
 AU2791'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED WESTWEGO 2
 AU2791'1953 NO 6 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AU2791'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AU2791'SURFACE.  IT IS 68 FEET NORTH-NORTHEAST OF THE CENTER OF STATE
 AU2791'HIGHWAY 541 AND 56 FEET WEST OF THE TOP OF LEVEE.  THE UNDERGROUND
 AU2791'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 AU2791'BELOW THE GROUND SURFACE.
 AU2791'
 AU2791'WESTWEGO 2 1953 ARE STANDARD DISKS STAMPED WESTWEGO 2 1953.  THE
 AU2791'SURFACE DISK IS SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT
 AU2791'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET SOUTHWEST OF
 AU2791'THE CENTER OF STATE HIGHWAY 541, 7 FEET SOUTH OF A POWERLINE POLE
 AU2791'WITH 3 TRANSFORMERS, 1 FOOT SOUTH OF A METAL WITNESS POST AND 1
 AU2791'FOOT WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN
 AU2791'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AU2791'SURFACE.
 AU2791'
 AU2791'REFERENCE MARK 5, A STANDARD DISK STAMPED WESTWEGO 2 1953 NO 5 1972,
 AU2791'IS CEMENTED IN A DRILL HOLE IN THE BASE OF A FOUNDATION FOR AN
 AU2791'OVERHEAD PIPE LINE THAT PROJECTS 3 FEET ABOVE THE GROUND SURFACE.
 AU2791'IT IS 26 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 541 AND 21
 AU2791'FEET EAST OF A SHELL DRIVEWAY LEADING TO THE PACIFIC MOLASSES
 AU2791'COMPANY.
 AU2791'
 AU2791'AZIMUTH MARK, A STANDARD DISK STAMPED WESTWEGO 2 RESET 1966, IS
 AU2791'CEMENTED IN A DRILL HOLE IN THE SOUTH SIDE OF A SIDEWALK FLUSH WITH
 AU2791'THE SIDEWALK SURFACE.  IT IS 41 FEET WEST OF THE CENTER OF THE
 AU2791'INTERSECTION OF SECOND STREET AND AVENUE B, 37 FEET WEST OF THE
 AU2791'CENTER OF AVENUE B AND 12 FEET NORTH OF THE CENTER OF SECOND STREET.
 AU2791'
 AU2791'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON STATE
 AU2791'HIGHWAY 541 FOR 0.2 MILE TO AVENUE B.  TURN LEFT AND GO SOUTH ON
 AU2791'AVENUE B FOR 0.2 MILE TO SECOND STREET.  TURN RIGHT AND GO WEST ON
 AU2791'SECOND STREET FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AU2791'
 AU2791'NO MEASUREMENT TO RM 5 DUE TO HEAVY TRAFFIC ON STATE HIGHWAY 541.
 AU2791'
 AU2791'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 AU2791
 AU2791                          STATION RECOVERY (1987)
 AU2791
 AU2791'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 AU2791'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 AU2791'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AU2791'
 AU2791'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 AU2791'EAST OF THE SOUTH END OF THE HUEY P LONG BRIDGE OVER THE
 AU2791'MISSISSIPPI RIVER.
 AU2791'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTOR,
 AU2791'403 BARATARIA BOULEVARD, MARRERO, LA.  70072  PHONE 504-340-0318
 AU2791'
 AU2791'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AU2791'HIGHWAY 18 AT THE SOUTH END OF THE HUEY P LONG BRIDGE, GO
 AU2791'EAST FOR 2.08 KM (1.3 MI) ON HIGHWAY 18 TO A T-ROAD AT THE LEVEE.
 AU2791'TURN RIGHT AND GO SOUTHEAST FOR 0.73 KM (0.45 MI) ON HIGHWAY 18 AND
 AU2791'541 TO A FORK.
 AU2791'TURN LEFT AND GO SOUTHEAST FOR 0.42 KM (0.25 MI) ON HIGHWAY 541 TO
 AU2791'AVENUE B ON THE RIGHT.  CONTINUE AHEAD FOR 0.34 KM (0.2 MI) TO THE
 AU2791'STATION ON THE LEFT ON THE INSIDE OF A CURVE.
 AU2791'
 AU2791'THE STATION IS A STANDARD NGS DISK
 AU2791'STAMPED---WESTWEGO 2 1955 NO 6 1972---,
 AU2791'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU2791'30 CM IN DIAMETER RECESSED 6 CM BELOW GROUND.  LOCATED
 AU2791'39.5 METERS (129.6 FT) WEST-NORTHWEST FROM A UTILITY POLE,
 AU2791'35.8 METERS (117.5 FT) NORTH-NORTHWEST FROM A LEVEE MARKER NUMBERED
 AU2791'3960,
 AU2791'17.6 METERS (57.7 FT) NORTHEAST FROM THE HIGHWAY CURB,
 AU2791'17.3 METERS (56.8 FT) SOUTHWEST FROM THE LEVEE ROAD CENTER AND
 AU2791'0.3 METERS (1 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 AU2791
 AU2791                          STATION RECOVERY (1988)
 AU2791
 AU2791'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU2791'RECOVERED IN GOOD CONDITION.
 AU2791
 AU2791                          STATION RECOVERY (1988)
 AU2791
 AU2791'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU2791'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) EAST OF THE SOUTH END OF
 AU2791'THE HUEY P LONG BRIDGE OVER THE MISSISSIPPI RIVER.  OWNERSHIP--WEST
 AU2791'JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTOR, 403 BARATARIA
 AU2791'BOULEVARD, MARRERO, LA.  70072 PHONE 504-340-0318
 AU2791'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90 AND STATE
 AU2791'HIGHWAY 18 AT THE SOUTH END OF THE HUEY P LONG BRIDGE, GO EAST FOR
 AU2791'2.08 KM (1.30 MI) ON HIGHWAY 18 TO A T-ROAD AT THE LEVEE.  TURN RIGHT
 AU2791'AND GO SOUTHEAST FOR 0.73 KM (0.45 MI) ON HIGHWAY 18 AND 541 TO A
 AU2791'FORK.  TURN LEFT AND GO SOUTHEAST FOR 0.42 KM (0.25 MI) ON HIGHWAY 541
 AU2791'TO AVENUE B ON THE RIGHT.  CONTINUE AHEAD FOR 0.34 KM (0.20 MI) TO THE
 AU2791'STATION ON THE LEFT ON THE INSIDE OF A CURVE.
 AU2791'THE STATION IS 39.5 KM (24.55 MI) WEST-NORTHWEST FROM A UTILITY POLE,
 AU2791'35.8 M (117.5 FT) NORTH-NORTHWEST FROM A LEVEE MARKER NUMBERED 3960,
 AU2791'17.6 M (57.7 FT) NORTHEAST FROM THE HIGHWAY CURB, 17.3 M (56.8 FT)
 AU2791'SOUTHWEST FROM THE LEVEE ROAD CENTER AND 0.3 M (1.0 FT) SOUTHEAST FROM
 AU2791'A FIBERGLASS WITNESS POST.
 AU2791
 AU2791                          STATION RECOVERY (1989)
 AU2791
 AU2791'RECOVERED 1989
 AU2791'RECOVERED IN GOOD CONDITION.
 AU2791
 AU2791                          STATION RECOVERY (1995)
 AU2791
 AU2791'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2762 ***********************************************************************
 AU2762  DESIGNATION -  WESTWEGO CITY WATER WORKS TANK
 AU2762  PID         -  AU2762
 AU2762  STATE/COUNTY-  LA/JEFFERSON
 AU2762  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2762
 AU2762                         *CURRENT SURVEY CONTROL
 AU2762  ___________________________________________________________________
 AU2762* NAD 83(1992)-  29 54 40.74490(N)    090 08 36.49768(W)     ADJUSTED  
 AU2762* NAVD 88     -                                                        
 AU2762  **This station is located in a subsidence area (see below).
 AU2762  ___________________________________________________________________
 AU2762  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2762  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AU2762
 AU2762  HORZ ORDER  -  THIRD
 AU2762
 AU2762.The horizontal coordinates were established by classical geodetic methods
 AU2762.and adjusted by the National Geodetic Survey in January 1993..
 AU2762
 AU2762 ** The orthometric height has not been validated since last determined
 AU2762 ** by differential leveling and should not be used for control purposes.
 AU2762 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2762 ** area with valid NAVD 88 orthometric heights.
 AU2762 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2762 ** epoch indicated which incorporates improved geoid heights for the
 AU2762 ** Southern Louisiana Subsidence area.
 AU2762 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2762
 AU2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2762
 AU2762.The geoid height was determined by GEOID03.
 AU2762
 AU2762;                    North         East     Units Scale Factor Converg.
 AU2762;SPC LA S     -   157,033.128 1,114,896.816   MT  0.99992696   +0 35 41.8
 AU2762;SPC LA S     -   515,199.52  3,657,790.64   sFT  0.99992696   +0 35 41.8
 AU2762;UTM  15      - 3,312,388.974   775,808.035   MT  1.00053866   +1 25 31.2
 AU2762
 AU2762                          SUPERSEDED SURVEY CONTROL
 AU2762
 AU2762  NAD 83(1986)-  29 54 40.76050(N)    090 08 36.49751(W) AD(       ) 4
 AU2762  NAD 27      -  29 54 40.02532(N)    090 08 36.22547(W) AD(       ) 3
 AU2762
 AU2762.Superseded values are not recommended for survey control.
 AU2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2762.See file dsdata.txt to determine how the superseded data were derived.
 AU2762
 AU2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7580812389(NAD 83)
 AU2762_MARKER: 51 = TANK
 AU2762
 AU2762  HISTORY     - Date     Condition        Report By
 AU2762  HISTORY     - 1930     FIRST OBSERVED   CGS
 AU2762  HISTORY     - 1952     GOOD             CGS
 AU2762  HISTORY     - 19950711 GOOD             USPSQD
 AU2762
 AU2762                          STATION DESCRIPTION
 AU2762
 AU2762'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2762'STATION WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS DESCRIPTION
 AU2762'(WAS AVAILABLE AT TIME OF RECOVERY).
 AU2762'
 AU2762'STATION IS LOCATED IN WESTWEGO, JUST SE OF THE INTERSECTION
 AU2762'OF AVENUE A AND THIRD STREET, AND DIRECTLY BACK OF HOUSE NO.
 AU2762'421 AVENUE A.  IT IS THE SILVER WATER TANK (OF THE TOWN OF
 AU2762'WESTWEGO), ABOUT 125 FT. HIGH.
 AU2762
 AU2762                          STATION RECOVERY (1995)
 AU2762
 AU2762'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU2762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2763 ***********************************************************************
 AU2763  DESIGNATION -  WESTWEGO WATER TANK
 AU2763  PID         -  AU2763
 AU2763  STATE/COUNTY-  LA/JEFFERSON
 AU2763  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU2763
 AU2763                         *CURRENT SURVEY CONTROL
 AU2763  ___________________________________________________________________
 AU2763* NAD 83(1992)-  29 54 11.21062(N)    090 08 26.93044(W)     ADJUSTED  
 AU2763* NAVD 88     -                                                        
 AU2763  **This station is located in a subsidence area (see below).
 AU2763  ___________________________________________________________________
 AU2763  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2763  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AU2763
 AU2763  HORZ ORDER  -  THIRD
 AU2763
 AU2763.The horizontal coordinates were established by classical geodetic methods
 AU2763.and adjusted by the National Geodetic Survey in January 1993..
 AU2763
 AU2763 ** The orthometric height has not been validated since last determined
 AU2763 ** by differential leveling and should not be used for control purposes.
 AU2763 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2763 ** area with valid NAVD 88 orthometric heights.
 AU2763 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2763 ** epoch indicated which incorporates improved geoid heights for the
 AU2763 ** Southern Louisiana Subsidence area.
 AU2763 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2763
 AU2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2763
 AU2763.The geoid height was determined by GEOID03.
 AU2763
 AU2763;                    North         East     Units Scale Factor Converg.
 AU2763;SPC LA S     -   156,126.494 1,115,162.893   MT  0.99992719   +0 35 46.6
 AU2763;SPC LA S     -   512,225.01  3,658,663.59   sFT  0.99992719   +0 35 46.6
 AU2763;UTM  15      - 3,311,485.738   776,087.392   MT  1.00054056   +1 25 34.7
 AU2763
 AU2763                          SUPERSEDED SURVEY CONTROL
 AU2763
 AU2763  NAD 83(1986)-  29 54 11.22612(N)    090 08 26.93016(W) AD(       ) 4
 AU2763  NAD 27      -  29 54 10.48665(N)    090 08 26.66386(W) AD(       ) 3
 AU2763
 AU2763.Superseded values are not recommended for survey control.
 AU2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2763.See file dsdata.txt to determine how the superseded data were derived.
 AU2763
 AU2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7608711486(NAD 83)
 AU2763_MARKER: 53 = ELEVATED TANK
 AU2763
 AU2763  HISTORY     - Date     Condition        Report By
 AU2763  HISTORY     - 1953     FIRST OBSERVED   CGS
 AU2763  HISTORY     - 1972     GOOD             NGS
 AU2763  HISTORY     - 19960908 GOOD             USPSQD
 AU2763
 AU2763                          STATION DESCRIPTION
 AU2763
 AU2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AU2763'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF AVENUE H
 AU2763'AND 6 TH STREET IN WESTWEGO.
 AU2763'
 AU2763'IT IS A SIX-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE
 AU2763'TANK PROPER, HAS A DOME SHAPED ROOF AND AN OVER-ALL HEIGHT OF
 AU2763'120.0 FEET.
 AU2763'
 AU2763'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 AU2763
 AU2763                          STATION RECOVERY (1972)
 AU2763
 AU2763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2763'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AU2763'DESCRIPTION IS ADEQUATE.
 AU2763'
 AU2763'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AU2763
 AU2763                          STATION RECOVERY (1996)
 AU2763
 AU2763'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU2763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1656 ***********************************************************************
 CP1656  DESIGNATION -  WESTWOOD
 CP1656  PID         -  CP1656
 CP1656  STATE/COUNTY-  LA/TENSAS
 CP1656  USGS QUAD   -  WESTWOOD (1987)
 CP1656
 CP1656                         *CURRENT SURVEY CONTROL
 CP1656  ___________________________________________________________________
 CP1656* NAD 83(1992)-  32 10 48.66238(N)    091 20 28.36652(W)     ADJUSTED  
 CP1656* NAVD 88     -        22.12   (+/-2cm)      72.6    (feet)  VERTCON   
 CP1656  ___________________________________________________________________
 CP1656  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CP1656  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1656
 CP1656  HORZ ORDER  -  FIRST
 CP1656  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1656
 CP1656.The horizontal coordinates were established by classical geodetic methods
 CP1656.and adjusted by the National Geodetic Survey in May 1994..
 CP1656
 CP1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1656.The vertical order pertains to the NGVD 29 superseded value.
 CP1656
 CP1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1656
 CP1656.The geoid height was determined by GEOID03.
 CP1656
 CP1656;                    North         East     Units Scale Factor Converg.
 CP1656;SPC LA N     -   186,875.352 1,109,272.498   MT  0.99992519   +0 36 45.5
 CP1656;SPC LA N     -   613,106.88  3,639,338.19   sFT  0.99992519   +0 36 45.5
 CP1656;UTM  15      - 3,561,613.859   656,383.649   MT  0.99990160   +0 53 01.0
 CP1656
 CP1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1656!SPC LA N     -   1.00000067  x   0.99992519  =   0.99992586
 CP1656!UTM  15      -   1.00000067  x   0.99990160  =   0.99990227
 CP1656
 CP1656|---------------------------------------------------------------------|
 CP1656| PID    Reference Object                     Distance      Geod. Az  |
 CP1656|                                                           dddmmss.s |
 CP1656| CP1655 WESTWOOD RM 1                        41.422 METERS 12248     |
 CP1656| CP1657 WESTWOOD RM 2                        33.528 METERS 22459     |
 CP1656| CP1659 WESTWOOD AZ MK                      APPROX. 2.1 KM 2403324.8 |
 CP1656|---------------------------------------------------------------------|
 CP1656
 CP1656                          SUPERSEDED SURVEY CONTROL
 CP1656
 CP1656  NAD 83(1992)-  32 10 48.66648(N)    091 20 28.36924(W) AD(       ) 1
 CP1656  NAD 83(1986)-  32 10 48.67264(N)    091 20 28.36724(W) AD(       ) 1
 CP1656  NAD 27      -  32 10 48.12761(N)    091 20 27.95235(W) AD(       ) 1
 CP1656  NGVD 29 (??/??/92)   22.138  (m)           72.63   (f) ADJ UNCH    2 1
 CP1656
 CP1656.Superseded values are not recommended for survey control.
 CP1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1656.See file dsdata.txt to determine how the superseded data were derived.
 CP1656
 CP1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5638461614(NAD 83)
 CP1656_MARKER: DS = TRIANGULATION STATION DISK
 CP1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1656_STAMPING: WESTWOOD 1971
 CP1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1656+STABILITY: SURFACE MOTION
 CP1656
 CP1656  HISTORY     - Date     Condition        Report By
 CP1656  HISTORY     - 1971     MONUMENTED       NGS
 CP1656  HISTORY     - 1974     GOOD             NGS
 CP1656  HISTORY     - 1974     GOOD             LADTD
 CP1656
 CP1656                          STATION DESCRIPTION
 CP1656
 CP1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP1656'TENSION ON MEASUREMENTS TO MARKS 10 KILOS.
 CP1656'
 CP1656'THE STATION IS LOCATED ABOUT 17-3/4 MILES SOUTHWEST OF
 CP1656'TALLULAH, 10 MILES NORTHWEST OF NEWELLTON NEAR THE CENTER OF THE
 CP1656'EAST SIDE OF SECTION 21, T 14 N, R 11 E AND ON THE PROPERTY OF
 CP1656'MRS. EDNA LAWTON, ROUTE 2, NEWELLTON, LOUISIANA.
 CP1656'
 CP1656'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP1656'U.S. HIGHWAY 65 AT THE NORTHWEST CORNER OF THE COURTHOUSE IN
 CP1656'TALLULAH, GO SOUTH ON U.S. HIGHWAY 65 FOR 13.8 MILES TO A
 CP1656'CROSSROADS AND JUNCTION OF STATE HIGHWAY 603.  CONTINUE SOUTH ON
 CP1656'STATE HIGHWAY 65 FOR 4.25 MILES TO THE JUNCTION OF STATE HIGHWAY
 CP1656'898.  TURN RIGHT AND GO WEST AND SOUTH ON STATE HIGHWAY 898 FOR
 CP1656'0.4 MILE TO JUNCTION OF STATE HIGHWAY 575 AND A GROCERY STORE
 CP1656'ON THE LEFT.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 575 FOR
 CP1656'2.3 MILES TO THE JUNCTION OF STATE HIGHWAY 888.  CONTINUE
 CP1656'WEST ON STATE HIGHWAYS 888 AND 575 FOR 1.85 MILES TO A SIDE
 CP1656'ROAD LEFT (HERE STATE HIGHWAY 575 TURNS TO THE SOUTH).
 CP1656'CONTINUE WEST ON STATE HIGHWAY 888 FOR 1.5 MILES TO JUNCTION
 CP1656'OF STATE HIGHWAY 1079.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 CP1656'888 FOR 1.45 MILES TO THE STATION ON THE RIGHT.
 CP1656'
 CP1656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND SOUTH ON
 CP1656'STATE HIGHWAY 888 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CP1656'
 CP1656'THE STATION MARKS ARE STANDARD DISKS STAMPED WESTWOOD 1971.  THE
 CP1656'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP1656'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 42 FEET
 CP1656'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 888, 37 FEET EAST
 CP1656'OF A 36-INCH OAK TREE AND 1.4 FEET SOUTHWEST OF A METAL WITNESS
 CP1656'POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CP1656'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP1656'
 CP1656'REFERENCE MARK 1, A STANDARD DISK STAMPED WESTWOOD NO 1 1971, IS
 CP1656'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CP1656'FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER
 CP1656'OF STATE HIGHWAY 888, 3 FEET NORTHWEST OF A POWERLINE POLE AND
 CP1656'ON STATE HIGHWAY RIGHT-OF-WAY.
 CP1656'
 CP1656'REFERENCE MARK 2, A STANDARD DISK STAMPED WESTWOOD NO 2 1971,
 CP1656'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1656'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH OF
 CP1656'THE CENTER OF STATE HIGHWAY 888, 2 FEET NORTHEAST OF A METAL
 CP1656'WITNESS POST WITH SIGN AND ON STATE HIGHWAY RIGHT-OF-WAY.
 CP1656'
 CP1656'THE AZIMUTH MARK, A STANDARD DISK STAMPED WESTWOOD 1971, IS SET
 CP1656'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CP1656'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET EAST OF THE
 CP1656'CENTER OF STATE HIGHWAY 888.
 CP1656'
 CP1656'30 FEET NORTH-NORTHEAST OF THE CENTER OF A FIELD ROAD, 4 FEET
 CP1656'NORTH OF A METAL WITNESS POST WITH SIGN AND 2.5 FEET NORTH OF A
 CP1656'POWERLINE POLE NUMBER 20.
 CP1656'
 CP1656'HEIGHT OF LIGHT ABOVE STATION MARK 41.5 METERS.
 CP1656
 CP1656                          STATION RECOVERY (1974)
 CP1656
 CP1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PHA)
 CP1656'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CP1656'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CP1656'
 CP1656'TO REACH THE STATION FROM THE NEWELLTON HIGH SCHOOL IN NEWELLTON
 CP1656'GO ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 TO THE
 CP1656'INTERSECTION OF LOUISIANA HIGHWAY 4 AND U.S. HIGHWAY 65.  THENCE
 CP1656'ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65 TO THE INTERSECTION
 CP1656'OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.  THENCE ABOUT 3.90
 CP1656'MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE INTERSECTION
 CP1656'OF LOUISIANA HIGHWAYS 888 AND 575.  THENCE ABOUT 4.50 MILES
 CP1656'WEST ALONG LOUISIANA HIGHWAY 888.  THE STATION IS SET ON THE
 CP1656'RIGHT AND NORTH OF THE HIGHWAY.
 CP1656'
 CP1656'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST AND SOUTH ON
 CP1656'LOUISIANA HIGHWAY 888 FOR 1.80 MILES TO THE AZIMUTH MARK ON THE
 CP1656'LEFT.
 CP1656'
 CP1656'THE STATION MARK IS A STANDARD DISK STAMPED WESTWOOD 1971.  IT IS
 CP1656'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT SET
 CP1656'FLUSH WITH THE GROUND.  IT IS 43.0 FEET NORTH OF THE CENTERLINE
 CP1656'OF LOUISIANA HIGHWAY 888, 139.0 FEET NORTHWEST OF A POWER POLE,
 CP1656'AND 1.9 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 CP1656'
 CP1656'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WESTWOOD NO 1 1971.  IT
 CP1656'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1656'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 35.3 FEET SOUTH OF THE
 CP1656'CENTERLINE OF LOUISIANA HIGHWAY 888, 2.2 FEET NORTHWEST OF A
 CP1656'POWER POLE, AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST
 CP1656'AND SIGN.
 CP1656'
 CP1656'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WESTWOOD NO 2
 CP1656'1971.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP1656'MONUMENT SET FLUSH WITH THE GROUND.  IT IS 32.3 FEET SOUTH OF THE
 CP1656'CENTERLINE OF LOUISIANA HIGHWAY 888, 194.4 FEET NORTHWEST OF A
 CP1656'POWER POLE, 72.5 FEET SOUTHEAST OF A LOUISIANA DEPARTMENT OF
 CP1656'HIGHWAYS RIGHT-OF-WAY MARKER, AND 0.9 FOOT NORTH OF A METAL
 CP1656'WITNESS POST AND SIGN.
 CP1656'
 CP1656'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WESTWOOD 1971.  IT
 CP1656'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP1656'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 35.0 FEET EAST OF THE
 CP1656'CENTERLINE OF LOUISIANA HIGHWAY 888, 25.3 FEET SOUTHEAST OF THE
 CP1656'OUTLET END OF A CONCRETE CULVERT PIPE, 2.2 FEET NORTHWEST OF A
 CP1656'POWER POLE, 31.7 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL
 CP1656'RAMP, AND 4.1 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CP1656'
 CP1656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP1656'9.5 MILES NORTHWEST OF NEWELLTON.
 CP1656
 CP1656                          STATION RECOVERY (1974)
 CP1656
 CP1656'RECOVERY NOTE BY LA TRANSP AND DEV 1974
 CP1656'13.55 MI NW FROM NEWELLTON.
 CP1656'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1656'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1656'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1656'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1656'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1656'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 4.50
 CP1656'MILES WEST ALONG LOUISIANA HIGHWAY 888.  IT IS 43.0 FEET NORTH OF THE
 CP1656'CENTERLINE OF LOUISIANA HIGHWAY 888, 139.0 FEET NORTHWEST OF A POWER
 CP1656'POLE.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND. A
 CP1656'STEEL WITNESS POST IS SET 1.9 FEET NORTHEAST OF THE MARK. SECTION 21,
 CP1656'T 14N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1659 ***********************************************************************
 CP1659  CBN         -  This is a Cooperative Base Network Control Station.
 CP1659  DESIGNATION -  WESTWOOD AZ MK
 CP1659  PID         -  CP1659
 CP1659  STATE/COUNTY-  LA/TENSAS
 CP1659  USGS QUAD   -  WESTWOOD (1987)
 CP1659
 CP1659                         *CURRENT SURVEY CONTROL
 CP1659  ___________________________________________________________________
 CP1659* NAD 83(1992)-  32 10 14.65791(N)    091 21 39.18224(W)     ADJUSTED  
 CP1659* NAVD 88     -        22.4    (meters)      73.     (feet)  GPS OBS   
 CP1659  ___________________________________________________________________
 CP1659  X           -    -128,343.186 (meters)                     COMP
 CP1659  Y           -  -5,402,473.842 (meters)                     COMP
 CP1659  Z           -   3,376,470.379 (meters)                     COMP
 CP1659  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CP1659  ELLIP HEIGHT-          -3.90  (meters)          (02/12/02) GPS OBS
 CP1659  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP1659
 CP1659  HORZ ORDER  -  A
 CP1659  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1659  ELLP ORDER  -  THIRD     CLASS I
 CP1659
 CP1659.The horizontal coordinates were established by GPS observations
 CP1659.and adjusted by the National Geodetic Survey in September 1992..
 CP1659
 CP1659.The orthometric height was determined by GPS observations and a
 CP1659.high-resolution geoid model.
 CP1659.The vertical order pertains to the NGVD 29 superseded value.
 CP1659
 CP1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP1659
 CP1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1659
 CP1659.The ellipsoidal height was determined by GPS observations
 CP1659.and is referenced to NAD 83.
 CP1659
 CP1659.The geoid height was determined by GEOID03.
 CP1659
 CP1659;                    North         East     Units Scale Factor Converg.
 CP1659;SPC LA N     -   185,808.391 1,107,428.616   MT  0.99992445   +0 36 08.1
 CP1659;SPC LA N     -   609,606.36  3,633,288.72   sFT  0.99992445   +0 36 08.1
 CP1659;UTM  15      - 3,560,538.224   654,544.880   MT  0.99989455   +0 52 22.5
 CP1659
 CP1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1659!SPC LA N     -   1.00000061  x   0.99992445  =   0.99992506
 CP1659!UTM  15      -   1.00000061  x   0.99989455  =   0.99989516
 CP1659
 CP1659                          SUPERSEDED SURVEY CONTROL
 CP1659
 CP1659  NAD 83(1986)-  32 10 14.67355(N)    091 21 39.17481(W) AD(       ) 1
 CP1659  ELLIP H (09/04/92)   -3.83   (m)                       GP(       ) 3 1
 CP1659  NGVD 29 (??/??/92)   22.501  (m)           73.82   (f) ADJ UNCH    2 1
 CP1659
 CP1659.Superseded values are not recommended for survey control.
 CP1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1659.See file dsdata.txt to determine how the superseded data were derived.
 CP1659
 CP1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR5454560538(NAD 83)
 CP1659_MARKER: DZ = AZIMUTH MARK DISK
 CP1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1659_SP_SET: CONCRETE POST
 CP1659_STAMPING: WESTWOOD 1971
 CP1659_MARK LOGO: NGS   
 CP1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1659+STABILITY: SURFACE MOTION
 CP1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1659+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1993
 CP1659
 CP1659  HISTORY     - Date     Condition        Report By
 CP1659  HISTORY     - 1971     MONUMENTED       NGS
 CP1659  HISTORY     - 1974     GOOD             LADTD
 CP1659  HISTORY     - 19911002 GOOD             LADTD
 CP1659  HISTORY     - 19920316 GOOD
 CP1659  HISTORY     - 19930524 GOOD
 CP1659
 CP1659                          STATION DESCRIPTION
 CP1659
 CP1659'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1659'15.35 MI NW FROM NEWELLTON.
 CP1659'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1659'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1659'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1659'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1659'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1659'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 6.30
 CP1659'MILES WEST ALONG LOUISIANA HIGHWAY 888.  IT IS 35.0 FEET EAST OF THE
 CP1659'CENTERLINE OF LOUISIANA HIGHWAY 888, 25.3 FEET SOUTHEAST OF THE OUTLET
 CP1659'END OF A CONCRETE CULVERT PIPE, 2.2 FEET NORTHWEST OF A POWER POLE,
 CP1659'31.7 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL RAMP. SET IN TOP OF
 CP1659'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A STEEL WITNESS
 CP1659'POST IS SET 4.1 FEET SOUTH OF THE MARK. SECTION 29, T 14N, R 11E.
 CP1659
 CP1659                          STATION RECOVERY (1991)
 CP1659
 CP1659'RECOVERY NOTE BY LA TRANSP AND DEV 1991
 CP1659'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) SOUTHWEST OF TALLULAH,
 CP1659'16.0 MI (25.7 KM) EAST OF WINNSBORO AND 8.0 MI (12.9 KM)
 CP1659'WEST-SOUTHWEST OF SOMERSET.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP1659'TRANSPORTATION AND DEVELOPMENT.
 CP1659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 CP1659'HIGHWAY 888 IN THE COMMUNITY OF SOMERSET, GO NORTHWEST FOR 3.85 MI
 CP1659'(6.20 KM) ON HIGHWAY 888 TO THE JUNCTION WITH STATE HIGHWAY 575, TURN
 CP1659'LEFT AND CONTINUE WEST FOR 1.65 MI (2.66 KM) ON HIGHWAYS 888 AND 575
 CP1659'TO WHERE HIGHWAY 575 TURNS LEFT AND GOES SOUTH, CONTINUE WEST FOR
 CP1659'4.45 MI (7.16 KM) ON HIGHWAY 888 TO THE STATION SET ON THE LEFT NEAR
 CP1659'A FIELD ROAD.  ALSO TO REACH THE STATION FROM THE JUNCTION OF STATE
 CP1659'HIGHWAYS 4 AND 888 WEST OF NEWELLTON, GO NORTH FOR 8.15 MI
 CP1659'(13.12 KM) ON HIGHWAY 888 TO THE STATION.
 CP1659'THE STATION IS 35.0 FT (10.7 M) EAST FROM THE CENTER OF THE HIGHWAY,
 CP1659'25.5 FT (7.8 M) SOUTHEAST FROM THE EAST END OF A CONCRETE CULVERT
 CP1659'RUNNING UNDER THE HIGHWAY, 4.0 FT (1.2 M) NORTHWEST FROM A WITNESS
 CP1659'POST, 2.5 FT (0.8 M) NORTHWEST FROM A POWER POLE, 1.0 FT (0.3 M)
 CP1659'SOUTH FROM A FIBERGLASS WITNESS POST, PROJECTING 4 INCHES ABOVE THE
 CP1659'GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL 0F THE
 CP1659'HIGHWAY.
 CP1659
 CP1659                          STATION RECOVERY (1992)
 CP1659
 CP1659'RECOVERED 1992
 CP1659'RECOVERED IN GOOD CONDITION.
 CP1659
 CP1659                          STATION RECOVERY (1993)
 CP1659
 CP1659'RECOVERED 1993
 CP1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1655 ***********************************************************************
 CP1655  DESIGNATION -  WESTWOOD RM 1
 CP1655  PID         -  CP1655
 CP1655  STATE/COUNTY-  LA/TENSAS
 CP1655  USGS QUAD   -  WESTWOOD (1987)
 CP1655
 CP1655                         *CURRENT SURVEY CONTROL
 CP1655  ___________________________________________________________________
 CP1655* NAD 83(1986)-  32 10 48.     (N)    091 20 29.     (W)     SCALED    
 CP1655* NAVD 88     -        22.28   (+/-2cm)      73.1    (feet)  VERTCON   
 CP1655  ___________________________________________________________________
 CP1655  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1655
 CP1655  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1655
 CP1655.The horizontal coordinates were scaled from a topographic map and have
 CP1655.an estimated accuracy of +/- 6 seconds.
 CP1655
 CP1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1655.The vertical order pertains to the NGVD 29 superseded value.
 CP1655
 CP1655.The geoid height was determined by GEOID03.
 CP1655
 CP1655;                    North         East    Units  Estimated Accuracy
 CP1655;SPC LA N     -   186,860.    1,109,260.      MT  (+/- 180 meters Scaled)
 CP1655
 CP1655                          SUPERSEDED SURVEY CONTROL
 CP1655
 CP1655  NGVD 29 (??/??/92)   22.301  (m)           73.17   (f) ADJ UNCH    2 1
 CP1655
 CP1655.Superseded values are not recommended for survey control.
 CP1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1655.See file dsdata.txt to determine how the superseded data were derived.
 CP1655
 CP1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR563615(NAD 83)
 CP1655_MARKER: DR = REFERENCE MARK DISK
 CP1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1655_STAMPING: WESTWOOD NO 1 1971
 CP1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1655+STABILITY: SURFACE MOTION
 CP1655
 CP1655  HISTORY     - Date     Condition        Report By
 CP1655  HISTORY     - 1971     MONUMENTED       NGS
 CP1655  HISTORY     - 1974     GOOD             LADTD
 CP1655
 CP1655                          STATION DESCRIPTION
 CP1655
 CP1655'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1655'13.55 MI NW FROM NEWELLTON.
 CP1655'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1655'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1655'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1655'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1655'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1655'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 4.50
 CP1655'MILES WEST ALONG LOUISIANA HIGHWAY 888.  IT IS 35.3 FEET SOUTH OF THE
 CP1655'CENTERLINE OF LOUISIANA HIGHWAY 888, 2.2 FEET NORTHWEST OF A POWER
 CP1655'POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 CP1655'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTHWEST OF THE MARK.
 CP1655'SECTION 21, T 14N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1657 ***********************************************************************
 CP1657  DESIGNATION -  WESTWOOD RM 2
 CP1657  PID         -  CP1657
 CP1657  STATE/COUNTY-  LA/TENSAS
 CP1657  USGS QUAD   -  WESTWOOD (1987)
 CP1657
 CP1657                         *CURRENT SURVEY CONTROL
 CP1657  ___________________________________________________________________
 CP1657* NAD 83(1986)-  32 10 48.     (N)    091 20 29.     (W)     SCALED    
 CP1657* NAVD 88     -        21.98   (+/-2cm)      72.1    (feet)  VERTCON   
 CP1657  ___________________________________________________________________
 CP1657  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP1657
 CP1657  VERT ORDER  -  SECOND    CLASS I (See Below)
 CP1657
 CP1657.The horizontal coordinates were scaled from a topographic map and have
 CP1657.an estimated accuracy of +/- 6 seconds.
 CP1657
 CP1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1657.The vertical order pertains to the NGVD 29 superseded value.
 CP1657
 CP1657.The geoid height was determined by GEOID03.
 CP1657
 CP1657;                    North         East    Units  Estimated Accuracy
 CP1657;SPC LA N     -   186,860.    1,109,260.      MT  (+/- 180 meters Scaled)
 CP1657
 CP1657                          SUPERSEDED SURVEY CONTROL
 CP1657
 CP1657  NGVD 29 (??/??/92)   21.999  (m)           72.18   (f) ADJ UNCH    2 1
 CP1657
 CP1657.Superseded values are not recommended for survey control.
 CP1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1657.See file dsdata.txt to determine how the superseded data were derived.
 CP1657
 CP1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR563615(NAD 83)
 CP1657_MARKER: DR = REFERENCE MARK DISK
 CP1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1657_STAMPING: WESTWOOD NO 2 1971
 CP1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1657+STABILITY: SURFACE MOTION
 CP1657
 CP1657  HISTORY     - Date     Condition        Report By
 CP1657  HISTORY     - 1971     MONUMENTED       NGS
 CP1657  HISTORY     - 1974     GOOD             LADTD
 CP1657
 CP1657                          STATION DESCRIPTION
 CP1657
 CP1657'DESCRIBED BY LA TRANSP AND DEV 1974
 CP1657'13.55 MI NW FROM NEWELLTON.
 CP1657'ABOUT 0.85 MILE WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON HIGH
 CP1657'SCHOOL IN NEWELLTON TO THE INTERSECTION OF LOUISIANA HIGHWAY 4 AND
 CP1657'U.S. HIGHWAY 65.  THENCE ABOUT 4.30 MILES NORTH ALONG U.S. HIGHWAY 65
 CP1657'TO THE INTERSECTION OF U.S. HIGHWAY 65 AND LOUISIANA HIGHWAY 888.
 CP1657'THENCE ABOUT 3.90 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 888 TO THE
 CP1657'INTERSECTION OF LOUISIANA HIGHWAYS 888 AND 575. THENCE ABOUT 4.50
 CP1657'MILES WEST ALONG LOUISIANA HIGHWAY 888.  IT IS 32.3 FEET SOUTH OF THE
 CP1657'CENTERLINE OF LOUISIANA HIGHWAY 888, 194.4 FEET NORTHWEST OF A POWER
 CP1657'POLE, 72.5 FEET SOUTHEAST OF A LOUISIANA DEPARTMENT OF HIGHWAYS
 CP1657'RIGHT-OF-WAY MARKER.  SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE
 CP1657'GROUND.  A STEEL WITNESS POST IS SET 0.9 FOOT SOUTH OF THE MARK.
 CP1657'SECTION 21, T 14N, R 11E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3097 ***********************************************************************
 BX3097  DESIGNATION -  WET
 BX3097  PID         -  BX3097
 BX3097  STATE/COUNTY-  LA/GRANT
 BX3097  USGS QUAD   -  FISHVILLE (1985)
 BX3097
 BX3097                         *CURRENT SURVEY CONTROL
 BX3097  ___________________________________________________________________
 BX3097* NAD 83(1992)-  31 34 49.44438(N)    092 19 34.27606(W)     ADJUSTED  
 BX3097* NAVD 88     -        23.2    (meters)      76.     (feet)  VERTCON   
 BX3097  ___________________________________________________________________
 BX3097  X           -    -220,743.159 (meters)                     COMP
 BX3097  Y           -  -5,434,084.679 (meters)                     COMP
 BX3097  Z           -   3,320,883.357 (meters)                     COMP
 BX3097  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BX3097  ELLIP HEIGHT-          -2.86  (meters)          (06/26/02) GPS OBS
 BX3097  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BX3097
 BX3097  HORZ ORDER  -  FIRST
 BX3097  ELLP ORDER  -  FOURTH    CLASS II
 BX3097
 BX3097.The horizontal coordinates were established by GPS observations
 BX3097.and adjusted by the National Geodetic Survey in January 1993..
 BX3097
 BX3097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3097
 BX3097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BX3097
 BX3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3097
 BX3097.The ellipsoidal height was determined by GPS observations
 BX3097.and is referenced to NAD 83.
 BX3097
 BX3097.The geoid height was determined by GEOID03.
 BX3097
 BX3097;                    North         East     Units Scale Factor Converg.
 BX3097;SPC LA N     -   119,802.970 1,016,497.287   MT  0.99993196   +0 05 30.8
 BX3097;SPC LA N     -   393,053.58  3,334,958.18   sFT  0.99993196   +0 05 30.8
 BX3097;UTM  15      - 3,494,124.753   563,933.969   MT  0.99965041   +0 21 10.4
 BX3097
 BX3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3097!SPC LA N     -   1.00000045  x   0.99993196  =   0.99993241
 BX3097!UTM  15      -   1.00000045  x   0.99965041  =   0.99965086
 BX3097
 BX3097                          SUPERSEDED SURVEY CONTROL
 BX3097
 BX3097  ELLIP H (01/21/93)   -2.76   (m)                       GP(       ) 4 2
 BX3097  NAD 83(1986)-  31 34 49.46432(N)    092 19 34.26940(W) AD(       ) 1
 BX3097  NGVD 29 (08/25/89)   23.2    (m)           76.     (f) GPS OBS        
 BX3097
 BX3097.Superseded values are not recommended for survey control.
 BX3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3097.See file dsdata.txt to determine how the superseded data were derived.
 BX3097
 BX3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6393494125(NAD 83)
 BX3097_MARKER: DE = TRAVERSE STATION DISK
 BX3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3097_SP_SET: CONCRETE POST
 BX3097_STAMPING: WET 1989
 BX3097_MARK LOGO: LADTD 
 BX3097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3097+STABILITY: SURFACE MOTION
 BX3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3097+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BX3097
 BX3097  HISTORY     - Date     Condition        Report By
 BX3097  HISTORY     - 1989     MONUMENTED       LADTD
 BX3097
 BX3097                          STATION DESCRIPTION
 BX3097
 BX3097'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3097'THE STATION IS LOCATED ABOUT 26.5 KM (16.45 MI) SOUTH OF TULLOS, 20.9
 BX3097'KM (13.00 MI) SOUTHWEST OF JENA AND 10.5 KM (6.50 MI) NORTHEAST OF
 BX3097'POLLOCK, IN THE SOUTHWEST QUARTER OF SECTION 13, T 7 N, R 2 E.
 BX3097'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3097'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND U. S.
 BX3097'HIGHWAY 165 IN POLLOCK GO EAST FOR 12.9 KM (8.00 MI) ON HIGHWAY 8 TO
 BX3097'THE STATION ON THE RIGHT AT THE JUNCTION WITH A ROAD LEADING SOUTH TO
 BX3097'BODIES LANDING.
 BX3097'THE STATION IS FLUSH WITH THE GROUND 40.2 M (131.9 FT) WEST FROM THE
 BX3097'CENTER OF THE GRAVEL PARISH ROAD, 22.3 M (73.2 FT) SOUTH FROM THE
 BX3097'CENTER OF HIGHWAY 8, 5.2 M (17.1 FT) EAST-NORTHEAST FROM A POWER POLE,
 BX3097'0.6 M (2.0 FT) NORTH FROM A FENCE AND 0.5 M (1.6 FT) A METAL WITNESS
 BX3097'POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3098 ***********************************************************************
 BX3098  DESIGNATION -  WET AZ MK
 BX3098  PID         -  BX3098
 BX3098  STATE/COUNTY-  LA/GRANT
 BX3098  USGS QUAD   -  FISHVILLE (1985)
 BX3098
 BX3098                         *CURRENT SURVEY CONTROL
 BX3098  ___________________________________________________________________
 BX3098* NAD 83(1992)-  31 35 13.84789(N)    092 18 45.24988(W)     ADJUSTED  
 BX3098* NAVD 88     -        21.5    (meters)      71.     (feet)  VERTCON   
 BX3098  ___________________________________________________________________
 BX3098  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BX3098  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX3098
 BX3098  HORZ ORDER  -  SECOND
 BX3098
 BX3098.The horizontal coordinates were established by classical geodetic methods
 BX3098.and adjusted by the National Geodetic Survey in January 1993..
 BX3098
 BX3098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3098
 BX3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3098
 BX3098.The geoid height was determined by GEOID03.
 BX3098
 BX3098;                    North         East     Units Scale Factor Converg.
 BX3098;SPC LA N     -   120,556.697 1,017,788.567   MT  0.99993128   +0 05 56.7
 BX3098;SPC LA N     -   395,526.43  3,339,194.66   sFT  0.99993128   +0 05 56.7
 BX3098;UTM  15      - 3,494,884.141   565,221.442   MT  0.99965246   +0 21 36.3
 BX3098
 BX3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3098!SPC LA N     -   1.00000070  x   0.99993128  =   0.99993198
 BX3098!UTM  15      -   1.00000070  x   0.99965246  =   0.99965316
 BX3098
 BX3098                          SUPERSEDED SURVEY CONTROL
 BX3098
 BX3098  NAD 83(1986)-  31 35 13.86785(N)    092 18 45.24321(W) AD(       ) 2
 BX3098  NGVD 29 (08/25/89)   21.5    (m)           71.     (f) VERT ANG       
 BX3098
 BX3098.Superseded values are not recommended for survey control.
 BX3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3098.See file dsdata.txt to determine how the superseded data were derived.
 BX3098
 BX3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6522194884(NAD 83)
 BX3098_MARKER: DZ = AZIMUTH MARK DISK
 BX3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3098_SP_SET: CONCRETE POST
 BX3098_STAMPING: WET AZ MK 1989
 BX3098_MARK LOGO: LADTD 
 BX3098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3098+STABILITY: SURFACE MOTION
 BX3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX3098+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BX3098
 BX3098  HISTORY     - Date     Condition        Report By
 BX3098  HISTORY     - 1989     MONUMENTED       LADTD
 BX3098
 BX3098                          STATION DESCRIPTION
 BX3098
 BX3098'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3098'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTH OF TULLOS, 19.3
 BX3098'KM (12.00 MI) SOUTHWEST OF JENA AND 12.1 KM (7.50 MI) NORTHEAST OF
 BX3098'POLLOCK IN THE NORTHWEST QUARTER OF SECTION 18, T 7 N, R 2 E.
 BX3098'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND U. S.
 BX3098'HIGHWAY 165 IN POLLOCK GO EAST FOR 14.3 KM (8.90 MI) ON HIGHWAY 8 TO
 BX3098'THE STATION ON THE LEFT AT A HIGHWAY SPEED SIGN SET ON THE FRONT SLOPE
 BX3098'OF THE SHOULDER.
 BX3098'THE STATION IS FLUSH WITH THE GROUND 9.9 M (32.5 FT) NORTH FROM THE
 BX3098'CENTER OF HIGHWAY 8, 2.6 M (8.5 FT) NORTH FROM A 55 MPH SPEED LIMIT
 BX3098'SIGN AND 2.5 M (8.2 FT) SOUTH FROM A METAL WITNESS POST WITH A SIGN
 BX3098'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3099 ***********************************************************************
 BX3099  DESIGNATION -  WET AZ MK 2
 BX3099  PID         -  BX3099
 BX3099  STATE/COUNTY-  LA/GRANT
 BX3099  USGS QUAD   -  FISHVILLE (1985)
 BX3099
 BX3099                         *CURRENT SURVEY CONTROL
 BX3099  ___________________________________________________________________
 BX3099* NAD 83(1992)-  31 34 40.06478(N)    092 19 56.72820(W)     ADJUSTED  
 BX3099* NAVD 88     -        22.3    (meters)      73.     (feet)  VERTCON   
 BX3099  ___________________________________________________________________
 BX3099  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BX3099  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BX3099
 BX3099  HORZ ORDER  -  SECOND
 BX3099
 BX3099.The horizontal coordinates were established by classical geodetic methods
 BX3099.and adjusted by the National Geodetic Survey in January 1993..
 BX3099
 BX3099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3099
 BX3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3099
 BX3099.The geoid height was determined by GEOID03.
 BX3099
 BX3099;                    North         East     Units Scale Factor Converg.
 BX3099;SPC LA N     -   119,513.167 1,015,905.781   MT  0.99993223   +0 05 19.0
 BX3099;SPC LA N     -   392,102.78  3,333,017.55   sFT  0.99993223   +0 05 19.0
 BX3099;UTM  15      - 3,493,832.342   563,343.956   MT  0.99964949   +0 20 58.5
 BX3099
 BX3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3099!SPC LA N     -   1.00000057  x   0.99993223  =   0.99993280
 BX3099!UTM  15      -   1.00000057  x   0.99964949  =   0.99965006
 BX3099
 BX3099                          SUPERSEDED SURVEY CONTROL
 BX3099
 BX3099  NAD 83(1986)-  31 34 40.08472(N)    092 19 56.72154(W) AD(       ) 2
 BX3099  NGVD 29 (08/25/89)   22.3    (m)           73.     (f) VERT ANG       
 BX3099
 BX3099.Superseded values are not recommended for survey control.
 BX3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3099.See file dsdata.txt to determine how the superseded data were derived.
 BX3099
 BX3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6334493832(NAD 83)
 BX3099_MARKER: DZ = AZIMUTH MARK DISK
 BX3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3099_SP_SET: CONCRETE POST
 BX3099_STAMPING: WET AZ MK 2 1989
 BX3099_MARK LOGO: LADTD 
 BX3099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BX3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX3099+STABILITY: SURFACE MOTION
 BX3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX3099+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BX3099
 BX3099  HISTORY     - Date     Condition        Report By
 BX3099  HISTORY     - 1989     MONUMENTED       LADTD
 BX3099
 BX3099                          STATION DESCRIPTION
 BX3099
 BX3099'DESCRIBED BY LA TRANSP AND DEV 1989
 BX3099'THE STATION IS LOCATED ABOUT 26.5 KM (16.45 MI) SOUTH OF TULLOS, 21.7
 BX3099'KM (13.50 MI) SOUTHWEST OF JENA AND 9.7 KM (6.05 MI) NORTHEAST OF
 BX3099'POLLOCK IN THE SOUTHWEST QUARTER OF SECTION 38, T 7 N, R 2 E.
 BX3099'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BX3099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND U. S.
 BX3099'HIGHWAY 165 IN POLLOCK GO EAST FOR 12.1 KM (7.50 MI) ON HIGHWAY 8 TO
 BX3099'THE MARK ON THE RIGHT AT A POWER POLE.
 BX3099'THE STATION IS FLUSH WITH THE GROUND 22.3 M (73.2 FT) NORTHWEST FROM
 BX3099'THE CENTER OF THE HIGHWAY, 1.2 M (3.9 FT) EAST FROM A METAL WITNESS
 BX3099'POST WITH A SIGN ATTACHED, 0.9 M (3.0 FT) SOUTHEAST FROM A FENCE AND
 BX3099'0.8 M (2.6 FT) SOUTHEAST FROM A POWER POLE NUMBER P-158.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3325 ***********************************************************************
 AU3325  DESIGNATION -  WHARF
 AU3325  PID         -  AU3325
 AU3325  STATE/COUNTY-  LA/JEFFERSON
 AU3325  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU3325
 AU3325                         *CURRENT SURVEY CONTROL
 AU3325  ___________________________________________________________________
 AU3325* NAD 83(1992)-  29 56 10.30677(N)    090 03 14.12879(W)     ADJUSTED  
 AU3325* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 AU3325  **This station is located in a subsidence area (see below).
 AU3325  ___________________________________________________________________
 AU3325  X           -      -5,206.298 (meters)                     COMP
 AU3325  Y           -  -5,531,769.930 (meters)                     COMP
 AU3325  Z           -   3,164,236.658 (meters)                     COMP
 AU3325  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AU3325  ELLIP HEIGHT-         -19.88  (meters)          (09/30/02) GPS OBS
 AU3325  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AU3325  DYNAMIC HT  -           6.2   (meters)      20.    (feet)  COMP
 AU3325  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 AU3325
 AU3325  HORZ ORDER  -  FIRST
 AU3325  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU3325  ELLP ORDER  -  FOURTH    CLASS II
 AU3325
 AU3325.The horizontal coordinates were established by GPS observations
 AU3325.and adjusted by the National Geodetic Survey in January 1993..
 AU3325
 AU3325 ** The orthometric height has not been validated since last determined
 AU3325 ** by differential leveling and should not be used for control purposes.
 AU3325 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3325 ** area with valid NAVD 88 orthometric heights.
 AU3325 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3325 ** epoch indicated which incorporates improved geoid heights for the
 AU3325 ** Southern Louisiana Subsidence area.
 AU3325 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3325.The orthometric height was scaled from a topographic map.
 AU3325.The vertical order pertains to the first NAVD 88 superseded value.
 AU3325
 AU3325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU3325
 AU3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3325
 AU3325.The ellipsoidal height was determined by GPS observations
 AU3325.and is referenced to NAD 83.
 AU3325
 AU3325.The geoid height was determined by GEOID03.
 AU3325
 AU3325.The dynamic height is computed by dividing the NAVD 88
 AU3325.geopotential number by the normal gravity value computed on the
 AU3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3325.degrees latitude (g = 980.6199 gals.).
 AU3325
 AU3325.The modeled gravity was interpolated from observed gravity values.
 AU3325
 AU3325;                    North         East     Units Scale Factor Converg.
 AU3325;SPC LA S     -   159,883.708 1,123,512.614   MT  0.99992638   +0 38 23.0
 AU3325;SPC LA S     -   524,551.80  3,686,057.63   sFT  0.99992638   +0 38 23.0
 AU3325;UTM  15      - 3,315,366.108   784,387.089   MT  1.00059796   +1 28 16.3
 AU3325;UTM  16      - 3,315,638.516   205,197.231   MT  1.00067242   -1 31 30.4
 AU3325
 AU3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3325!SPC LA S     -   1.00000312  x   0.99992638  =   0.99992950
 AU3325!UTM  15      -   1.00000312  x   1.00059796  =   1.00060108
 AU3325!UTM  16      -   1.00000312  x   1.00067242  =   1.00067554
 AU3325
 AU3325                          SUPERSEDED SURVEY CONTROL
 AU3325
 AU3325  ELLIP H (01/21/93)  -19.87   (m)                       GP(       ) 4 2
 AU3325  NAD 83(1986)-  29 56 10.32351(N)    090 03 14.12782(W) AD(       ) 1
 AU3325  NAD 27      -  29 56 09.58688(N)    090 03 13.87235(W) AD(       ) 1
 AU3325  NAVD 88 (02/14/94)    6.260  (m)           20.54   (f) UNKNOWN     1 2
 AU3325  NGVD 29 (05/21/91)    6.320  (m)           20.73   (f) ADJUSTED    1 2
 AU3325
 AU3325.Superseded values are not recommended for survey control.
 AU3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3325.See file dsdata.txt to determine how the superseded data were derived.
 AU3325
 AU3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8438715366(NAD 83)
 AU3325_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3325_SP_SET: CONCRETE POST
 AU3325_STAMPING: WHARF JPW 1987
 AU3325_MARK LOGO: NGS   
 AU3325_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AU3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3325+STABILITY: SURFACE MOTION
 AU3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3325+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1994
 AU3325
 AU3325  HISTORY     - Date     Condition        Report By
 AU3325  HISTORY     - 1987     MONUMENTED       LADTD
 AU3325  HISTORY     - 1987     GOOD             LADTD
 AU3325  HISTORY     - 19880920 GOOD             LADTD
 AU3325  HISTORY     - 19890124 GOOD
 AU3325  HISTORY     - 19910110 GOOD             NGS
 AU3325  HISTORY     - 19941130 GOOD             NGS
 AU3325
 AU3325                          STATION DESCRIPTION
 AU3325
 AU3325'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 AU3325'THE STATION IS LOCATED ABOUT 0.15 KM (0.1 MI)
 AU3325'SOUTH OF THE GREATER NEW ORLEANS BRIDGE,
 AU3325'1.6 KM (1 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 AU3325'AND STATE HIGHWAY 428 ON THE MISSISSIPPI RIVER LEVEE.
 AU3325'OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT, DIRECTOR,
 AU3325'403 BARATARIA BOULEVARD, MARRERO, LA.  70072  PHONE 504-340-0318.
 AU3325'
 AU3325'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 BUSINESS
 AU3325'AND STATE HIGHWAY 428, GO WEST FOR 1.09 KM (0.7 MI) ON HIGHWAY 428
 AU3325'TO A CROSSROAD.
 AU3325'TURN LEFT AND GO SOUTH FOR 0.26 KM (0.15 MI) ON STATE HIGHWAY 23 TO
 AU3325'A CROSS STREET.
 AU3325'TURN RIGHT AND GO WEST FOR 0.48 KM (0.3 MI) ON WIEDMAN STREET TO A
 AU3325'PAVED ROAD ON THE RIGHT ON THE WEST SIDE OF A RAILROAD TRACK.
 AU3325'TURN RIGHT AND GO NORTH FOR 0.55 KM (0.35 MI) ON THE PAVED ROAD TO
 AU3325'THE LEVEE. BEAR RIGHT (NORTH) FOR 0.48 KM (0.35 MI) TO THE STATION
 AU3325'ON THE LEFT AT THE RAILROAD TRACKS.
 AU3325'
 AU3325'THE STATION IS A STANDARD NGS DISK
 AU3325'STAMPED---WHARF JPW 1987---,
 AU3325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AU3325'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AU3325'136 METERS (446.2 FT) NORTH FROM THE EXTENDED NORTH WALL OF THE
 AU3325'WHARF BUILDING,
 AU3325'6.6 METERS (21.7 FT) WEST FROM THE CENTER OF THE LEVEE ROAD,
 AU3325'3.2 METERS (10.5 FT) WEST FROM THE WEST RAIL OF THE RAILROAD TRACKS,
 AU3325'2.5 METERS (8.2 FT) EAST FROM THE EAST RAIL OF THE TRACKS LEADING
 AU3325'TO THE WHARF AND
 AU3325'0.6 METERS (2 FT) WEST FROM A FIBERGLASS WITNESS POST.
 AU3325'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AU3325'STAMPED---WHARF JPW 1987---,
 AU3325'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AU3325
 AU3325                          STATION RECOVERY (1987)
 AU3325
 AU3325'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 AU3325'RECOVERED IN GOOD CONDITION.
 AU3325
 AU3325                          STATION RECOVERY (1988)
 AU3325
 AU3325'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 AU3325'THE STATION IS LOCATED ABOUT 0.15 KM (0.10 MI) SOUTH OF THE GREATER
 AU3325'NEW ORLEANS BRIDGE, 1.6 KM (1.00 MI) NORTHWEST OF THE JUNCTION OF U S
 AU3325'HIGHWAY 90 BUSINESS AND STATE HIGHWAY 428 ON THE MISSISSIPPI RIVER
 AU3325'LEVEE.  OWNERSHIP--WEST JEFFERSON LEVEE DISTRICT, C/O LEO DUETT,
 AU3325'DIRECTOR, 403 BARATARIA BOULEVARD, MARRERO, LA.  70072  PHONE
 AU3325'504-340-0318.
 AU3325'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 90 BUSINESS AND
 AU3325'STATE HIGHWAY 428, GO WEST FOR 1.09 KM (0.70 MI) ON HIGHWAY 428 TO A
 AU3325'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 0.26 KM (0.15 MI) ON STATE
 AU3325'HIGHWAY 23 TO A CROSS STREET. TURN RIGHT AND GO WEST FOR 0.48 KM
 AU3325'(0.30 MI) ON WIEDMAN STREET TO A PAVED ROAD ON THE RIGHT ON THE WEST
 AU3325'SIDE OF A RAILROAD TRACK.  TURN RIGHT AND GO NORTH FOR 0.55 KM
 AU3325'(0.35 MI) ON THE PAVED ROAD TO THE LEVEE.  BEAR RIGHT, NORTH, FOR 0.48
 AU3325'KM (0.30 MI) TO THE STATION ON THE LEFT AT THE RAILROAD TRACKS.
 AU3325'THE STATION IS 136 M (446.2 FT) NORTH FROM THE EXTENDED NORTH WALL OF
 AU3325'THE WHARF BUILDING, 6.6 M (21.7 FT) WEST FROM THE CENTER OF THE LEVEE
 AU3325'ROAD, 3.2 M (10.5 FT) WEST FROM THE WEST RAIL OF THE RAILROAD TRACKS,
 AU3325'2.5 M (8.2 FT) EAST FROM THE EAST RAIL OF THE TRACKS LEADING TO THE
 AU3325'WHARF AND 0.6 M (2.0 FT) WEST FROM A FIBERGLASS WITNESS POST.
 AU3325
 AU3325                          STATION RECOVERY (1989)
 AU3325
 AU3325'RECOVERED 1989
 AU3325'RECOVERED IN GOOD CONDITION.
 AU3325
 AU3325                          STATION RECOVERY (1991)
 AU3325
 AU3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AU3325'0.3 KM (0.2 MI) EASTERLY ALONG WEIDMAN STREET FROM THE JUNCTION OF
 AU3325'MADISON STREET IN MCDON0GHVILLE, THENCE 0.5 KM (0.3 MI) NORTHERLY
 AU3325'ALONG A PAVED ROAD LEADING TO THE PERRY STREET WHARF, THENCE 0.5 KM
 AU3325'(0.3 MI) NORTHERLY ALONG A LEVEE ROAD, 5.0 M (16.4 FT) NORTHEAST OF
 AU3325'THE NORTHEAST CORNER OF A RAILROAD BRIDGE, 3.2 M (10.5 FT)
 AU3325'WEST-NORTHWEST OF THE NEAR RAIL OF A SPUR TRACK, 2.7 M (8.9 FT)
 AU3325'SOUTHEAST OF THE NEAR RAIL OF A SPUR TRACK, 0.4 M (1.3 FT) BELOW THE
 AU3325'LEVEL OF THE TRACKS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AU3325'SURFACE.
 AU3325
 AU3325                          STATION RECOVERY (1994)
 AU3325
 AU3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3325'IN MCDONOUGHVILLE, AT THE INTERSECTION OF MADISON AND COLUMBUS
 AU3325'STREETS, 136.0 M (446.2 FT) NORTH OF THE NORTH WALL OF A WHARF
 AU3325'BUILDING, 127.0 M (416.7 FT) WEST OF THE CENTER OF MADISON STREET,
 AU3325'38.8 M (127.3 FT) NORTH OF THE EXTENDED CENTER OF COLUMBUS STREET,
 AU3325'13.4 M (44.0 FT) WEST OF THE CENTER OF A ROAD ALONG THE TOP OF A
 AU3325'LEVEE, 2.7 M (8.9 FT) SOUTHWEST OF THE NEAR RAIL OF A SPUR TRACK, 2.2
 AU3325'M (7.2 FT) NORTHEAST OF A CONCRETE CURB, 0.3 M (1.0 FT) BELOW THE
 AU3325'LEVEL OF THE TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2111 ***********************************************************************
 BK2111  DESIGNATION -  WHIPP
 BK2111  PID         -  BK2111
 BK2111  STATE/COUNTY-  LA/ST LANDRY
 BK2111  USGS QUAD   -  BEGGS (1992)
 BK2111
 BK2111                         *CURRENT SURVEY CONTROL
 BK2111  ___________________________________________________________________
 BK2111* NAD 83(1992)-  30 42 24.62937(N)    092 03 48.30944(W)     ADJUSTED  
 BK2111* NAVD 88     -        12.13   (+/-2cm)      39.8    (feet)  VERTCON   
 BK2111  ___________________________________________________________________
 BK2111  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2111  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2111
 BK2111  HORZ ORDER  -  FIRST
 BK2111  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2111
 BK2111.The horizontal coordinates were established by classical geodetic methods
 BK2111.and adjusted by the National Geodetic Survey in January 1993..
 BK2111
 BK2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2111.The vertical order pertains to the NGVD 29 superseded value.
 BK2111
 BK2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2111
 BK2111.The geoid height was determined by GEOID03.
 BK2111
 BK2111;                    North         East     Units Scale Factor Converg.
 BK2111;SPC LA S     -   244,844.706   930,061.657   MT  1.00000146   -0 21 54.2
 BK2111;SPC LA S     -   803,294.67  3,051,377.29   sFT  1.00000146   -0 21 54.2
 BK2111;UTM  15      - 3,397,487.680   589,685.953   MT  0.99969922   +0 28 41.9
 BK2111
 BK2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2111!SPC LA S     -   1.00000238  x   1.00000146  =   1.00000384
 BK2111!UTM  15      -   1.00000238  x   0.99969922  =   0.99970160
 BK2111
 BK2111|---------------------------------------------------------------------|
 BK2111| PID    Reference Object                     Distance      Geod. Az  |
 BK2111|                                                           dddmmss.s |
 BK2111| BK2110 WHIPP RM 3                           22.092 METERS 03011     |
 BK2111| BJ5272 LEBEAU S CEN BELL MW KLK 86         APPROX. 7.6 KM 1070707.7 |
 BK2111| BK2112 WHIPP RM 1                           39.267 METERS 12226     |
 BK2111| BK2113 WHIPP AZ MK                                        1583654.6 |
 BK2111| BK2628 WASHINGTON MUNICIPAL TANK           APPROX.10.3 KM 1770951.7 |
 BK2111| CW1631 WHIPP RM 2                           26.142 METERS 22954     |
 BK2111| BK2617 WHITEVILLE UN GAS RAD KDQ MAST      APPROX.10.5 KM 3202018.3 |
 BK2111| BK2109 B 2672 LAGS                         208.971 METERS 33729     |
 BK2111| CW1174 C 2574                                             3385727.1 |
 BK2111|---------------------------------------------------------------------|
 BK2111
 BK2111                          SUPERSEDED SURVEY CONTROL
 BK2111
 BK2111  NAD 83(1986)-  30 42 24.64972(N)    092 03 48.30424(W) AD(       ) 1
 BK2111  NAD 27      -  30 42 23.94892(N)    092 03 47.87817(W) AD(       ) 1
 BK2111  NGVD 29 (??/??/??)   12.106  (m)           39.72   (f) ADJUSTED    2 2
 BK2111
 BK2111.Superseded values are not recommended for survey control.
 BK2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2111.See file dsdata.txt to determine how the superseded data were derived.
 BK2111
 BK2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8968697488(NAD 83)
 BK2111_MARKER: DS = TRIANGULATION STATION DISK
 BK2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2111_SP_SET: CONCRETE POST
 BK2111_STAMPING: WHIPP 1941
 BK2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2111+STABILITY: SURFACE MOTION
 BK2111
 BK2111  HISTORY     - Date     Condition        Report By
 BK2111  HISTORY     - 1941     MONUMENTED       CGS
 BK2111  HISTORY     - 1960     GOOD             CGS
 BK2111  HISTORY     - 1969     GOOD             CGS
 BK2111  HISTORY     - 1977     GOOD             LADTD
 BK2111
 BK2111                          STATION DESCRIPTION
 BK2111
 BK2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK2111'STATION IS ABOUT 1.9 MILES N OF THE VILLAGE OF BEGGS, BETWEEN
 BK2111'THE SOUTHERN PACIFIC RAILROAD TRACKS AND LOUISIANA HIGHWAY 5,
 BK2111'28 FEET W OF THE CENTER LINE OF THE RAILROAD TRACKS, 64 FEET
 BK2111'SE OF TELEPHONE POLE NO. 658 AND 4 FEET S OF REFERENCE POST.
 BK2111'IT IS STAMPED WHIPP 1941 AND PROJECTS 4 INCHES.
 BK2111'
 BK2111'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK2111'DISKS SET IN CONCRETE.
 BK2111'
 BK2111'REFERENCE MARK NO. 1 IS 48 FEET E OF THE CENTER LINE OF THE
 BK2111'RAILROAD TRACKS, 21 FEET S OF THE CENTER LINE OF LANE AND 3
 BK2111'FEET W OF FENCE.  IT IS STAMPED WHIPP NO. 1 1941, AND PROJECTS
 BK2111'6 INCHES.
 BK2111'
 BK2111'REFERENCE MARK NO. 2 IS 35 FEET W OF THE CENTER LINE OF
 BK2111'HIGHWAY.  IT IS STAMPED WHIPP NO. 2 1941, AND PROJECTS 4 INCHES.
 BK2111'
 BK2111'C-2574 (LOUISIANA GEODETIC SURVEY), USED FOR THE AZIMUTH MARK,
 BK2111'IS 91 PACES N OF A LANE WHICH CROSSES THE RAILROAD TRACKS
 BK2111'AND 7-1/2 FEET E OF THE CENTER LINE OF RAILROAD TRACKS.
 BK2111'IT IS A STANDARD LOUISIANA GEODETIC SURVEY DISK SET IN A
 BK2111'6-INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 BK2111'STAMPED C-2574.
 BK2111'
 BK2111'A TRAVERSE CONNECTION WAS MADE TO B-2672.
 BK2111'
 BK2111'A 116-FOOT TOWER AT A-840 (LOUISIANA GEODETIC SURVEY) IS
 BK2111'VISIBLE AT 90 FEET.
 BK2111'
 BK2111'A 126-FOOT TOWER AT NUGENT IS VISIBLE AT 95 FEET.
 BK2111'
 BK2111'A 116-FOOT TOWER AT LEBEAU IS VISIBLE AT 85 FEET.
 BK2111'
 BK2111'A 116-FOOT TOWER AT ST. MARY IS VISIBLE AT 85 FEET.
 BK2111'
 BK2111'A 103-FOOT TOWER AT SCHELL IS VISIBLE AT 60 FEET.
 BK2111'
 BK2111'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BK2111
 BK2111                          STATION RECOVERY (1960)
 BK2111
 BK2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BK2111'THE STATION WAS VISITED 2-1-60 AND THE STATION MARK AND REFERENCE
 BK2111'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 BK2111'NO. 2 WAS FOUND DESTROYED AND THE DISK RECLAIMED AT THIS
 BK2111'DATE.  B 2672 (LA.GEOD.S.) WAS FOUND IN GOOD CONDITION.
 BK2111'C 2574 (LA.GEOD.S.) WAS SEARCHED BUT NOT FOUND AT THIS DATE, THIS
 BK2111'MARK WAS USED AS THE AZIMUTH MARK IN 1941.  A NEW DESCRIPTION
 BK2111'FOLLOWS--
 BK2111'
 BK2111'THE STATION IS LOCATED 2 MILES NORTH ALONG STATE HIGHWAY 182
 BK2111'FROM ITS JUNCTION WITH STATE HIGHWAY 10 AT BEGG, BETWEEN
 BK2111'THE HIGHWAY AND THE SOUTHERN RAILROAD TRACKS, EAST AND ACROSS THE
 BK2111'HIGHWAY FROM A HOUSE WITH GREEN ASBESTOS SHINGLES AND DIRECTLY
 BK2111'EAST OF THE PROJECTED CENTERLINE OF THE DRIVEWAY LEADING
 BK2111'WEST TO THE HOUSE, 0.2 MILE SOUTH OF A WHITE CHURCH ON THE
 BK2111'WEST SIDE OF THE HIGHWAY.  IT IS 50 FEET EAST OF THE CENTERLINE
 BK2111'OF STATE HIGHWAY 182, 25.5 FEET WEST OF THE WEST RAIL OF THE
 BK2111'TRACKS, 63 FEET SOUTHEAST OF POLE NO. 658, 60 FEET NORTHEAST
 BK2111'OF POLE NO. 658 1/2, 54.5 FEET WEST OF A TELEGRAPH POLE WEST
 BK2111'OF THE TRACKS, 73, FEET NORTH OF THE CENTER OF AN OLD ROAD
 BK2111'CROSSING THE TRACKS, 80 FEET NORTH-NORTHWEST OF THE CENTER
 BK2111'OF THE ROAD CROSSING, 57 FEET SOUTH OF THE PROJECTED
 BK2111'PLANE OF THE SOUTH WALL OF THE HOUSE WEST OF THE ROAD, 36
 BK2111'FEET SOUTH OF A RAILROAD RAIL SET VERTICALLY IN THE GROUND
 BK2111'PROJECTING 3 FEET AND 1 FOOT EAST OF A METAL WITNESS
 BK2111'POST.  IT IS A STANDARD DISK, STAMPED WHIPP 1941, FLUSH
 BK2111'WITH THE GROUND.
 BK2111'
 BK2111'REFERENCE MARK NO. 1 IS 128.84 FEET SOUTHEAST OF THE STATION,
 BK2111'45 FEET EAST OF THE EAST RAIL OF THE TRACK, 7 FEET SOUTH OF
 BK2111'A FENCE CORNER AT THE WEST END OF A GATE, 23 FEET SOUTH OF
 BK2111'THE CENTER OF THE OLD ROAD LEADING EAST, AND IN A NORTH-SOUTH
 BK2111'FENCE LINE.  IT IS A STANDARD DISK, STAMPED WHIPP NO 1 1941,
 BK2111'PROJECTING 2 INCHES.
 BK2111'
 BK2111'REFERENCE MARK NO. 3 IS 72.53 FEET NORTHEAST OF THE STATION,
 BK2111'27 FEET EAST OF THE EAST RAIL OF THE TRACK, 119 FEET NORTH OF THE
 BK2111'CENTER OF THE FIELD ROAD LEADING EAST, 3 FEET EAST OF A ROW
 BK2111'OF POLES, 54 FEET NORTH OF THE 1ST POLE NORTH OF THE FIELD
 BK2111'ROAD, 107 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 182
 BK2111'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 BK2111'DISK, STAMPED WHIPP NO 3 1941, PROJECTING 6 INCHES.
 BK2111'
 BK2111'B 2672 (LA.GEOD.S.) IS 208.97 METERS NORTH OF THE STATION
 BK2111'IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 182
 BK2111'AND A FIELD ROAD LEADING EAST ACROSS THE TRACKS.  IT IS 54
 BK2111'FEET SOUTH OF THE PROJECTED CENTER OF THE GRAVELED ROAD
 BK2111'LEADING WEST ALONG THE SOUTH SIDE OF THE CHURCH, 12 FEET NORTH
 BK2111'OF THE CENTER OF THE FIELD ROAD, 10.5 FEET SOUTH WEST OF POLE
 BK2111'NO. 564, 34.2 FEET WEST OF THE WEST RAIL OF THE TRACKS, 35
 BK2111'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 182, AND 1 FOOT
 BK2111'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD LOUISIANA
 BK2111'GEODETIC SURVEY MARK, STAMPED B 2672, SET IN THE TOP OF A
 BK2111'6-INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 BK2111'GROUND.
 BK2111'
 BK2111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 103
 BK2111'AND 10 AT THE TOWN HALL AT WASHINGTON, GO NORTH ON STATE HIGHWAY
 BK2111'10 FOR 4.5 MILES TO THE JUNCTION WITH STATE HIGHWAY 182 AT
 BK2111'BEGG, TURN LEFT AND GO NORTH ON STATE HIGHWAY 182 FOR 2.0 MILES
 BK2111'TO THE STATION ON THE RIGHT.  CONTINUE NORTH FOR 0.15 MILE TO
 BK2111'B 2672 (LA.GEOD.S.) ON THE RIGHT.
 BK2111
 BK2111                          STATION RECOVERY (1969)
 BK2111
 BK2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2111'UNABLE TO MEASURE BETWEEN REFERENCE MARKS DUE TO BUILDING ON
 BK2111'LINE.
 BK2111'
 BK2111'THE STATION MARK, REFERENCE MARKS 1, 3 AND B 2672 (LGS) WERE
 BK2111'RECOVERED IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 BK2111'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 BK2111'
 BK2111'THE STATION IS ABOUT 5 MILES EAST-NORTHEAST OF GRAND PARAIRE,
 BK2111'2 MILES NORTH OF BEGGS AND ON THE RIGHT-OF-WAY OF THE SOUTHERN
 BK2111'PACIFIC RAILROAD.
 BK2111'
 BK2111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 182
 BK2111'AND 10 IN BEGGS, GO NORTH ON HIGHWAY 182 FOR 1.6 MILES TO
 BK2111'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR
 BK2111'0.5 MILE TO THE STATION ON THE RIGHT.
 BK2111'
 BK2111'STATION MARK IS A STANDARD DISK, STAMPED WHIPP 1941, SET IN THE
 BK2111'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2
 BK2111'INCHES.  IT IS 60.0 FEET NORTH OF A TELEPHONE LINE POLE, 49.5
 BK2111'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 182, 72.0 FEET
 BK2111'NORTHWEST OF THE CENTERLINE OF A GRAVELLED DRIVEWAY, 25.3 FEET
 BK2111'SOUTHWEST OF THE WEST RAIL OF RAILROAD TRACKS AND 1.0 FEET
 BK2111'NORTHEAST OF A WITNESS POST.
 BK2111'
 BK2111'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WHIPP NO 1 1941,
 BK2111'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 BK2111'PROJECTS 3 INCHES.  IT IS 56.0 FEET EAST OF WHERE THE RAILROAD
 BK2111'TRACKS AND DRIVEWAY INTERSECT, 45.0 FEET EAST OF THE EAST RAIL
 BK2111'OF RAILROAD TRACKS AND 7.5 FEET NORTHWEST OF A SOUTH GATE
 BK2111'POST.
 BK2111'
 BK2111'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WHIPP NO 3 1941,
 BK2111'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BK2111'PROJECTS 8 INCHES.  IT IS 120.0 FEET NORTH OF THE CENTERLINE OF
 BK2111'THE DRIVEWAY, 106.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 BK2111'HIGHWAY, 26.7 FEET NORTHEAST OF THE EAST RAIL OF RAILROAD TRACKS,
 BK2111'0.5 FEET WEST OF A FENCE AND 1.0 FEET NORTHWEST OF A
 BK2111'WITNESS POST.
 BK2111'
 BK2111'AZIMUTH MARK IS A STANDARD DISK, STAMPED WHIPP 1941 1969, SET
 BK2111'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BK2111'PROJECTS 4 INCHES.  IT IS 43.0 FEET WEST-SOUTHWEST OF THE
 BK2111'WEST RAIL OF RAILROAD TRACKS, 31.0 FEET EAST-NORTHEAST OF THE
 BK2111'CENTERLINE OF HIGHWAY 182, 7.5 FEET SOUTHEAST OF A TELEPHONE LINE
 BK2111'POLE AND 1.8 FEET NORTH OF A WITNESS POST.
 BK2111'
 BK2111'B 2672 (LGS) IS A BRONZE DISK OF THE LOUISIANA GEODETIC SURVEY,
 BK2111'STAMPED B 2672, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 BK2111'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 34.4 FEET WEST
 BK2111'OF THE WEST RAIL OF RAILROAD TRACKS, 35.0 FEET EAST OF THE
 BK2111'CENTERLINE OF HIGHWAY 182, 10.6 FEET SOUTHWEST OF A TELEPHONE
 BK2111'LINE POLE NUMBER 564 AND 0.6 FEET NORTHWEST OF A WITNESS POST.
 BK2111'
 BK2111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BK2111'2 MILES NORTH OF BEGGS.
 BK2111
 BK2111                          STATION RECOVERY (1977)
 BK2111
 BK2111'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BK2111'2.0 MI SE FROM BEGGS.
 BK2111'ABOUT 2.0 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2111'HIGHWAY 10 AT BEGGS, 50 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2111'182, 26 FT WEST OF THE WEST RAIL OF A RAILROAD TRACK, 73 FT  NORTH OF
 BK2111'THE CENTERLINE OF A FIELD ROAD CROSSING THE RAILROAD TRACK,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2113 ***********************************************************************
 BK2113  DESIGNATION -  WHIPP AZ MK
 BK2113  PID         -  BK2113
 BK2113  STATE/COUNTY-  LA/ST LANDRY
 BK2113  USGS QUAD   -  BEGGS (1992)
 BK2113
 BK2113                         *CURRENT SURVEY CONTROL
 BK2113  ___________________________________________________________________
 BK2113* NAD 83(1986)-  30 42 02.     (N)    092 03 35.     (W)     SCALED    
 BK2113* NAVD 88     -        11.10   (+/-2cm)      36.4    (feet)  VERTCON   
 BK2113  ___________________________________________________________________
 BK2113  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2113
 BK2113  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2113
 BK2113.The horizontal coordinates were scaled from a topographic map and have
 BK2113.an estimated accuracy of +/- 6 seconds.
 BK2113
 BK2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2113.The vertical order pertains to the NGVD 29 superseded value.
 BK2113
 BK2113.The geoid height was determined by GEOID03.
 BK2113
 BK2113;                    North         East    Units  Estimated Accuracy
 BK2113;SPC LA S     -   244,150.      930,410.      MT  (+/- 180 meters Scaled)
 BK2113
 BK2113                          SUPERSEDED SURVEY CONTROL
 BK2113
 BK2113  NGVD 29 (??/??/??)   11.075  (m)           36.34   (f) ADJUSTED    2 2
 BK2113
 BK2113.Superseded values are not recommended for survey control.
 BK2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2113.See file dsdata.txt to determine how the superseded data were derived.
 BK2113
 BK2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP900967(NAD 83)
 BK2113_MARKER: DZ = AZIMUTH MARK DISK
 BK2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2113_SP_SET: CONCRETE POST
 BK2113_STAMPING: WHIPP AZIMUTH 1969
 BK2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2113+STABILITY: SURFACE MOTION
 BK2113
 BK2113  HISTORY     - Date     Condition        Report By
 BK2113  HISTORY     - 1969     MONUMENTED       CGS
 BK2113  HISTORY     - 1977     GOOD             LADTD
 BK2113
 BK2113                          STATION DESCRIPTION
 BK2113
 BK2113'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2113'1.5 MI SE FROM BEGGS.
 BK2113'ABOUT 1.5 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2113'HIGHWAY 10 AT BEGGS, 31 FT EAST OF THE CENTERLINE OF STATE HIGHWAY
 BK2113'182, 43 FT WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 122 FT NW OF
 BK2113'THE CENTERLINE OF A FILED ROAD LEADING EAST ACROSS THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2112 ***********************************************************************
 BK2112  DESIGNATION -  WHIPP RM 1
 BK2112  PID         -  BK2112
 BK2112  STATE/COUNTY-  LA/ST LANDRY
 BK2112  USGS QUAD   -  BEGGS (1992)
 BK2112
 BK2112                         *CURRENT SURVEY CONTROL
 BK2112  ___________________________________________________________________
 BK2112* NAD 83(1986)-  30 42 25.     (N)    092 03 48.     (W)     SCALED    
 BK2112* NAVD 88     -        12.33   (+/-2cm)      40.5    (feet)  VERTCON   
 BK2112  ___________________________________________________________________
 BK2112  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2112
 BK2112  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2112
 BK2112.The horizontal coordinates were scaled from a topographic map and have
 BK2112.an estimated accuracy of +/- 6 seconds.
 BK2112
 BK2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2112.The vertical order pertains to the NGVD 29 superseded value.
 BK2112
 BK2112.The geoid height was determined by GEOID03.
 BK2112
 BK2112;                    North         East    Units  Estimated Accuracy
 BK2112;SPC LA S     -   244,860.      930,070.      MT  (+/- 180 meters Scaled)
 BK2112
 BK2112                          SUPERSEDED SURVEY CONTROL
 BK2112
 BK2112  NGVD 29 (??/??/??)   12.308  (m)           40.38   (f) ADJUSTED    2 2
 BK2112
 BK2112.Superseded values are not recommended for survey control.
 BK2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2112.See file dsdata.txt to determine how the superseded data were derived.
 BK2112
 BK2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP896974(NAD 83)
 BK2112_MARKER: DR = REFERENCE MARK DISK
 BK2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2112_SP_SET: CONCRETE POST
 BK2112_STAMPING: WHIPP NO 1 1941
 BK2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2112+STABILITY: SURFACE MOTION
 BK2112
 BK2112  HISTORY     - Date     Condition        Report By
 BK2112  HISTORY     - 1941     MONUMENTED       CGS
 BK2112  HISTORY     - 1977     GOOD             LADTD
 BK2112
 BK2112                          STATION DESCRIPTION
 BK2112
 BK2112'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2112'2.0 MI SE FROM BEGGS.
 BK2112'ABOUT 2.0 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2112'HIGHWAY 10 AT BEGGS, 129 FT SE OF WHIPP TRIANGULATION STATION, 45 FT
 BK2112'EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 1 FT NORTH OF A FENCE
 BK2112'CORNER AT THE NW END OF A GATE, 23 FT SOUTH OF THE CENTER OF A FIELD
 BK2112'ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2110 ***********************************************************************
 BK2110  DESIGNATION -  WHIPP RM 3
 BK2110  PID         -  BK2110
 BK2110  STATE/COUNTY-  LA/ST LANDRY
 BK2110  USGS QUAD   -  BEGGS (1992)
 BK2110
 BK2110                         *CURRENT SURVEY CONTROL
 BK2110  ___________________________________________________________________
 BK2110* NAD 83(1986)-  30 42 25.     (N)    092 03 48.     (W)     SCALED    
 BK2110* NAVD 88     -        12.36   (+/-2cm)      40.6    (feet)  VERTCON   
 BK2110  ___________________________________________________________________
 BK2110  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2110
 BK2110  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2110
 BK2110.The horizontal coordinates were scaled from a topographic map and have
 BK2110.an estimated accuracy of +/- 6 seconds.
 BK2110
 BK2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2110.The vertical order pertains to the NGVD 29 superseded value.
 BK2110
 BK2110.The geoid height was determined by GEOID03.
 BK2110
 BK2110;                    North         East    Units  Estimated Accuracy
 BK2110;SPC LA S     -   244,860.      930,070.      MT  (+/- 180 meters Scaled)
 BK2110
 BK2110                          SUPERSEDED SURVEY CONTROL
 BK2110
 BK2110  NGVD 29 (??/??/??)   12.335  (m)           40.47   (f) ADJUSTED    2 2
 BK2110
 BK2110.Superseded values are not recommended for survey control.
 BK2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2110.See file dsdata.txt to determine how the superseded data were derived.
 BK2110
 BK2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP896974(NAD 83)
 BK2110_MARKER: DR = REFERENCE MARK DISK
 BK2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2110_SP_SET: CONCRETE POST
 BK2110_STAMPING: WHIPP NO 3 1941
 BK2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2110+STABILITY: SURFACE MOTION
 BK2110
 BK2110  HISTORY     - Date     Condition        Report By
 BK2110  HISTORY     - 1941     MONUMENTED       CGS
 BK2110  HISTORY     - 1977     GOOD             LADTD
 BK2110
 BK2110                          STATION DESCRIPTION
 BK2110
 BK2110'DESCRIBED BY LA TRANSP AND DEV 1977
 BK2110'2.0 MI SE FROM BEGGS.
 BK2110'ABOUT 2.0 MILES NW ALONG STATE HIGHWAY 182 FROM THE JUNCTION OF STATE
 BK2110'HIGHWAY 10 AT BEGGS, 73 FT NE OF WHIPP TRIANGULATION STATION, 27 FT
 BK2110'EAST OF THE EAST RAIL OF A RAILROAD TRACK, 119 FT NORTH OF THE CENTER
 BK2110'OF A FIELD ROAD LEADING EAST, 107 FT EAST OF THE CENTERLINE OF STATE
 BK2110'HIGHWAY 182.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3071 ***********************************************************************
 AU3071  DESIGNATION -  WHISKEY
 AU3071  PID         -  AU3071
 AU3071  STATE/COUNTY-  LA/TERREBONNE
 AU3071  USGS QUAD   -  CENTRAL ISLES DERNIE (1994)
 AU3071
 AU3071                         *CURRENT SURVEY CONTROL
 AU3071  ___________________________________________________________________
 AU3071* NAD 83(1992)-  29 02 53.00839(N)    090 47 00.38225(W)     ADJUSTED  
 AU3071* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AU3071  ___________________________________________________________________
 AU3071  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU3071  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AU3071
 AU3071  HORZ ORDER  -  SECOND
 AU3071
 AU3071.The horizontal coordinates were established by classical geodetic methods
 AU3071.and adjusted by the National Geodetic Survey in January 1993..
 AU3071
 AU3071.The orthometric height was scaled from a topographic map.
 AU3071
 AU3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3071
 AU3071.The geoid height was determined by GEOID03.
 AU3071
 AU3071;                    North         East     Units Scale Factor Converg.
 AU3071;SPC LA S     -    60,880.407 1,053,559.412   MT  1.00006287   +0 16 29.8
 AU3071;SPC LA S     -   199,738.47  3,456,552.84   sFT  1.00006287   +0 16 29.8
 AU3071;UTM  15      - 3,215,337.664   715,821.563   MT  1.00017482   +1 04 35.9
 AU3071
 AU3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3071!SPC LA S     -   1.00000362  x   1.00006287  =   1.00006650
 AU3071!UTM  15      -   1.00000362  x   1.00017482  =   1.00017845
 AU3071
 AU3071|---------------------------------------------------------------------|
 AU3071| PID    Reference Object                     Distance      Geod. Az  |
 AU3071|                                                           dddmmss.s |
 AU3071| DD8246 WHISKEY RM 1                         16.650 METERS 13414     |
 AU3071| DD8247 WHISKEY RM 2                         17.250 METERS 21947     |
 AU3071| AU3070 BOCA                                APPROX. 6.6 KM 2595017.4 |
 AU3071|---------------------------------------------------------------------|
 AU3071
 AU3071                          SUPERSEDED SURVEY CONTROL
 AU3071
 AU3071  NAD 83(1986)-  29 02 53.02991(N)    090 47 00.39376(W) AD(       ) 2
 AU3071  NAD 27      -  29 02 52.18100(N)    090 47 00.05200(W) AD(       ) 2
 AU3071
 AU3071.Superseded values are not recommended for survey control.
 AU3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3071.See file dsdata.txt to determine how the superseded data were derived.
 AU3071
 AU3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1582215338(NAD 83)
 AU3071_MARKER: DS = TRIANGULATION STATION DISK
 AU3071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AU3071_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AU3071
 AU3071  HISTORY     - Date     Condition        Report By
 AU3071  HISTORY     - 1928     MONUMENTED       CGS
 AU3071  HISTORY     - 1936     SEE DESCRIPTION  CGS
 AU3071  HISTORY     - 1952     MARK NOT FOUND   CGS
 AU3071
 AU3071                          STATION DESCRIPTION
 AU3071
 AU3071'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU3071'STATION IS ABOUT 26 MILES W OF TIMBALIER LIGHT, AT THE SW CORNER
 AU3071'OF LAKE PELTO, ON THE SE SHORE OF THE MANGROVE-COVERED ISLAND,
 AU3071'JUST N OF WHISKEY PASS, AND ABOUT 10 METERS (33 FEET) FROM THE
 AU3071'HIGH-WATER LINE.
 AU3071'
 AU3071'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AU3071'IN THE TOP OF A TILE.
 AU3071'
 AU3071'REFERENCE MARK NOS. 1 AND 2 ARE LOST.
 AU3071'
 AU3071'REFERENCE MARK NO. 3, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3071'IS 20.472 METERS (67.17 FEET) FROM
 AU3071'THE STATION N 86 DEG 31 MIN W.
 AU3071'
 AU3071'REFERENCE MARK NO. 4, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU3071'IS 19.898 METERS (65.28 FEET) FROM THE
 AU3071'STATION N 26 DEG 39 MIN W.
 AU3071
 AU3071                          STATION RECOVERY (1936)
 AU3071
 AU3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AU3071'STATION IS LOST.  STATION MARK FOUND OVERTURNED IN MARSH ABOUT
 AU3071'15 METERS NW OF ORIGINAL POSITION WHICH IS NOW ABOUT 5 METERS OUT
 AU3071'IN THE WATER.  REFERENCE MARKS NOS. 3 AND 4 WERE FOUND AS DESCRIBED
 AU3071'IN GOOD CONDITION.  THE LOCALITY IS OPPOSITE THE ENTRANCE OF
 AU3071'WHISKEY PASS AND IS IN AN EXPOSED POSITION.  IT IS NOT BELIEVED
 AU3071'A NEW STATION MARK IN THIS LOCALITY WOULD LAST LONG ENOUGH TO
 AU3071'WARRANT ITS RE-ESTABLISHMENT.
 AU3071
 AU3071                          STATION RECOVERY (1952)
 AU3071
 AU3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU3071'STATION AND REFERENCE MARKS ARE LOST THROUGH EROSION ON THE
 AU3071'SHORELINE.  THE 1936 RECOVERY NOTE OF F.S.B. IS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2416 ***********************************************************************
 BJ2416  DESIGNATION -  WHISKEY BAY BOLT
 BJ2416  PID         -  BJ2416
 BJ2416  STATE/COUNTY-  LA/ST MARTIN
 BJ2416  USGS QUAD   -  COW BAYOU (1992)
 BJ2416
 BJ2416                         *CURRENT SURVEY CONTROL
 BJ2416  ___________________________________________________________________
 BJ2416* NAD 83(1986)-  30 16 16.     (N)    091 35 24.     (W)     SCALED    
 BJ2416* NAVD 88     -         4.32   (+/-2cm)      14.2    (feet)  VERTCON   
 BJ2416  ___________________________________________________________________
 BJ2416  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ2416
 BJ2416  VERT ORDER  -  ? (See Below)
 BJ2416
 BJ2416.The horizontal coordinates were scaled from a topographic map and have
 BJ2416.an estimated accuracy of +/- 6 seconds.
 BJ2416
 BJ2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2416.The vertical order pertains to the NGVD 29 superseded value.
 BJ2416
 BJ2416.The geoid height was determined by GEOID03.
 BJ2416
 BJ2416;                    North         East    Units  Estimated Accuracy
 BJ2416;SPC LA S     -   196,350.      975,300.      MT  (+/- 180 meters Scaled)
 BJ2416
 BJ2416                          SUPERSEDED SURVEY CONTROL
 BJ2416
 BJ2416  NGVD 29 (??/??/??)    4.337  (m)           14.23   (f) ADJUSTED    ?  
 BJ2416
 BJ2416.Superseded values are not recommended for survey control.
 BJ2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2416.See file dsdata.txt to determine how the superseded data were derived.
 BJ2416
 BJ2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP356496(NAD 83)
 BJ2416_MARKER: B = BOLT
 BJ2416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2416_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2416
 BJ2416  HISTORY     - Date     Condition        Report By
 BJ2416  HISTORY     - UNK      MONUMENTED       DOD
 BJ2416  HISTORY     - 1933     GOOD             DOD
 BJ2416  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2416
 BJ2416                          STATION DESCRIPTION
 BJ2416
 BJ2416'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2416'7.7 MI E FROM BUTTE LA ROSE.
 BJ2416'7.7 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2416'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 2-1/4 MILES
 BJ2416'NORTHWEST OF BIG TENSAS BAYOU, AT THE SOUTH END OF SEC. 7, T. 9 S., R.
 BJ2416'9 E., ABOUT 1,550 FEET BELOW THE JACK KEITH RESIDENCE AT THE FOOT OF
 BJ2416'WHISKEY BAY, IN A TIMBER DIRECTLY ACROSS THE RIVER FROM A LONE 30-INCH
 BJ2416'CYPRESS TREE STANDING 112 FEET EAST OF THE EAST BANK OF THE RIVER, 163
 BJ2416'FEET WEST OF THE WEST BANK, ABOUT 500 FEET ABOVE A PROMINENT
 BJ2416'BEND, 28 FEET SOUTHWEST OF A SQUARE-BLAZED 14-INCH LEANING WILLOW
 BJ2416'TREE, 20.7 FEET WEST OF A SQUARE-BLAZED 5-INCH SYCAMORE TREE, AND 15
 BJ2416'FEET SOUTHEAST OF A SQUARE-BLAZED 9-INCH COTTONWOOD TREE.  A COPPER
 BJ2416'BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 BJ2416'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 2-1/2
 BJ2416'FEET ABOVE GROUND AND BEARING CORPS OR ENGINEERS, U.S. ARMY, STANDARD
 BJ2416'CAP
 BJ2416
 BJ2416                          STATION RECOVERY (1953)
 BJ2416
 BJ2416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2415 ***********************************************************************
 BJ2415  DESIGNATION -  WHISKEY BAY CAP
 BJ2415  PID         -  BJ2415
 BJ2415  STATE/COUNTY-  LA/ST MARTIN
 BJ2415  USGS QUAD   -  COW BAYOU (1992)
 BJ2415
 BJ2415                         *CURRENT SURVEY CONTROL
 BJ2415  ___________________________________________________________________
 BJ2415* NAD 83(1986)-  30 16 16.     (N)    091 35 24.     (W)     SCALED    
 BJ2415* NAVD 88     -         5.55   (+/-2cm)      18.2    (feet)  VERTCON   
 BJ2415  ___________________________________________________________________
 BJ2415  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ2415
 BJ2415  VERT ORDER  -  ? (See Below)
 BJ2415
 BJ2415.The horizontal coordinates were scaled from a topographic map and have
 BJ2415.an estimated accuracy of +/- 6 seconds.
 BJ2415
 BJ2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2415.The vertical order pertains to the NGVD 29 superseded value.
 BJ2415
 BJ2415.The geoid height was determined by GEOID03.
 BJ2415
 BJ2415;                    North         East    Units  Estimated Accuracy
 BJ2415;SPC LA S     -   196,350.      975,300.      MT  (+/- 180 meters Scaled)
 BJ2415
 BJ2415                          SUPERSEDED SURVEY CONTROL
 BJ2415
 BJ2415  NGVD 29 (??/??/??)    5.564  (m)           18.25   (f) ADJUSTED    ?  
 BJ2415
 BJ2415.Superseded values are not recommended for survey control.
 BJ2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2415.See file dsdata.txt to determine how the superseded data were derived.
 BJ2415
 BJ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP356496(NAD 83)
 BJ2415_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ2415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ2415_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2415
 BJ2415  HISTORY     - Date     Condition        Report By
 BJ2415  HISTORY     - UNK      MONUMENTED       DOD
 BJ2415  HISTORY     - 1933     GOOD             DOD
 BJ2415  HISTORY     - 1953     MARK NOT FOUND   USGS
 BJ2415
 BJ2415                          STATION DESCRIPTION
 BJ2415
 BJ2415'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ2415'7.7 MI E FROM BUTTE LA ROSE.
 BJ2415'7.7 MILES EAST ALONG THE RIGHT BANK OF UPPER GRAND RIVER FROM THE
 BJ2415'BENOIT STORE AT BUTTE LA ROSE, SAINT MARTIN PARISH, ABOUT 2-1/4 MILES
 BJ2415'NORTHWEST OF BIG TENSAS BAYOU, AT THE SOUTH END OF SEC. 7, T. 9 S., R.
 BJ2415'9 E., ABOUT 1,550 FEET BELOW THE JACK KEITH RESIDENCE AT THE FOOT OF
 BJ2415'WHISKEY BAY, IN A TIMBER DIRECTLY ACROSS THE RIVER FROM A LONE 30-INCH
 BJ2415'CYPRESS TREE STANDING 112 FEET EAST OF THE EAST BANK OF THE RIVER, 163
 BJ2415'FEET WEST OF THE WEST BANK, ABOUT 500 FEET ABOVE A PROMINENT BEND, 28
 BJ2415'FEET SOUTHWEST OF A SQUARE-BLAZED 14-INCH LEANING WILLOW TREE, 20.7
 BJ2415'FEET WEST OF A SQUARE-BLAZED 5-INCH SYCAMORE TREE, AND 15 FEET
 BJ2415'SOUTHEAST OF A SQUARE-BLAZED 9-INCH COTTONWOOD TREE.  AN IRON PIPE
 BJ2415'PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND AND BEARING CORPS OF
 BJ2415'ENGINEERS, U.S. ARMY, STANDARD CAP.
 BJ2415
 BJ2415                          STATION RECOVERY (1953)
 BJ2415
 BJ2415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BJ2415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3010 ***********************************************************************
 BK3010  DESIGNATION -  WHISKEY CHITTO LOOKOUT TOWER
 BK3010  PID         -  BK3010
 BK3010  STATE/COUNTY-  LA/VERNON
 BK3010  USGS QUAD   -  SUGRUE (1986)
 BK3010
 BK3010                         *CURRENT SURVEY CONTROL
 BK3010  ___________________________________________________________________
 BK3010* NAD 83(1992)-  30 59 44.69942(N)    093 05 27.78884(W)     ADJUSTED  
 BK3010* NAVD 88     -                                                        
 BK3010  ___________________________________________________________________
 BK3010  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BK3010  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BK3010
 BK3010  HORZ ORDER  -  THIRD
 BK3010
 BK3010.The horizontal coordinates were established by classical geodetic methods
 BK3010.and adjusted by the National Geodetic Survey in January 1993..
 BK3010
 BK3010
 BK3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3010
 BK3010.The geoid height was determined by GEOID03.
 BK3010
 BK3010;                    North         East     Units Scale Factor Converg.
 BK3010;SPC LA N     -    55,122.159   943,547.312   MT  1.00004315   -0 18 45.0
 BK3010;SPC LA N     -   180,846.62  3,095,621.47   sFT  1.00004315   -0 18 45.0
 BK3010;SPC LA S     -   277,941.096   832,116.667   MT  1.00007627   -0 52 44.0
 BK3010;SPC LA S     -   911,878.41  2,730,036.10   sFT  1.00007627   -0 52 44.0
 BK3010;UTM  15      - 3,429,134.466   491,307.194   MT  0.99960093   -0 02 48.8
 BK3010
 BK3010                          SUPERSEDED SURVEY CONTROL
 BK3010
 BK3010  NAD 83(1986)-  30 59 44.71498(N)    093 05 27.78496(W) AD(       ) 4
 BK3010  NAD 27      -  30 59 44.02878(N)    093 05 27.22289(W) AD(       ) 3
 BK3010
 BK3010.Superseded values are not recommended for survey control.
 BK3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3010.See file dsdata.txt to determine how the superseded data were derived.
 BK3010
 BK3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ9130729134(NAD 83)
 BK3010_MARKER: 57 = LOOKOUT TOWER
 BK3010
 BK3010  HISTORY     - Date     Condition        Report By
 BK3010  HISTORY     - 1941     FIRST OBSERVED   CGS
 BK3010  HISTORY     - 1943     GOOD             USE
 BK3010  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK3010
 BK3010                          STATION DESCRIPTION
 BK3010
 BK3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BK3010'THIS INTERSECTION STATION IS ABOUT 10 MILES SE OF THE VILLAGE
 BK3010'OF PICKERING IN SECTION 9, T 1 S, R 7 W, IN THE KISATCHIE
 BK3010'NATIONAL FOREST.  THE TOWER IS OF STANDARD CONSTRUCTION, 110
 BK3010'FEET HIGH.  OBSERVATIONS MADE TO CENTER OF VENTILATOR AT THE
 BK3010'APEX OF THE PYRAMIDAL ROOF.
 BK3010
 BK3010                          STATION RECOVERY (1943)
 BK3010
 BK3010'RECOVERY NOTE BY US ENGINEERS 1943
 BK3010'THE TOWER IS STILL STANDING IN GOOD CONDITION.
 BK3010
 BK3010                          STATION RECOVERY (1994)
 BK3010
 BK3010'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK3010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3015 ***********************************************************************
 BK3015  DESIGNATION -  WHITAKER
 BK3015  PID         -  BK3015
 BK3015  STATE/COUNTY-  LA/BEAUREGARD
 BK3015  USGS QUAD   -  BONESET CREEK (1994)
 BK3015
 BK3015                         *CURRENT SURVEY CONTROL
 BK3015  ___________________________________________________________________
 BK3015* NAD 83(1992)-  30 48 50.62622(N)    093 12 27.39131(W)     ADJUSTED  
 BK3015* NAVD 88     -        54.0    (meters)     177.     (feet)  VERTCON   
 BK3015  ___________________________________________________________________
 BK3015  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK3015  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BK3015
 BK3015  HORZ ORDER  -  FIRST
 BK3015
 BK3015.The horizontal coordinates were established by classical geodetic methods
 BK3015.and adjusted by the National Geodetic Survey in January 1993..
 BK3015
 BK3015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3015
 BK3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3015
 BK3015.The geoid height was determined by GEOID03.
 BK3015
 BK3015;                    North         East     Units Scale Factor Converg.
 BK3015;SPC LA S     -   257,975.959   820,655.628   MT  1.00002625   -0 56 13.8
 BK3015;SPC LA S     -   846,376.13  2,692,434.34   sFT  1.00002625   -0 56 13.8
 BK3015;UTM  15      - 3,409,014.152   480,142.043   MT  0.99960486   -0 06 22.9
 BK3015
 BK3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3015!SPC LA S     -   0.99999577  x   1.00002625  =   1.00002202
 BK3015!UTM  15      -   0.99999577  x   0.99960486  =   0.99960063
 BK3015
 BK3015:                Primary Azimuth Mark                     Grid Az
 BK3015:SPC LA S     -  WHITAKER AZ MK                           108 41 26.6
 BK3015:UTM  15      -  WHITAKER AZ MK                           107 51 35.7
 BK3015
 BK3015|---------------------------------------------------------------------|
 BK3015| PID    Reference Object                     Distance      Geod. Az  |
 BK3015|                                                           dddmmss.s |
 BK3015| BK3399 WHITAKER AZ MK                                     1074512.8 |
 BK3015| BK3397 WHITAKER RM 1                        39.018 METERS 19620     |
 BK3015| BK3398 WHITAKER RM 2                        31.007 METERS 28556     |
 BK3015|---------------------------------------------------------------------|
 BK3015
 BK3015                          SUPERSEDED SURVEY CONTROL
 BK3015
 BK3015  NAD 83(1986)-  30 48 50.64185(N)    093 12 27.38510(W) AD(       ) 1
 BK3015  NAD 27      -  30 48 49.93741(N)    093 12 26.80894(W) AD(       ) 1
 BK3015  NGVD 29 (07/19/86)   54.1    (m)          177.     (f) VERT ANG       
 BK3015
 BK3015.Superseded values are not recommended for survey control.
 BK3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3015.See file dsdata.txt to determine how the superseded data were derived.
 BK3015
 BK3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8014209014(NAD 83)
 BK3015_MARKER: DS = TRIANGULATION STATION DISK
 BK3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3015_SP_SET: CONCRETE POST
 BK3015_MARK LOGO: CGS   
 BK3015_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3015+STABILITY: SURFACE MOTION
 BK3015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3015+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1988
 BK3015
 BK3015  HISTORY     - Date     Condition        Report By
 BK3015  HISTORY     - 1965     MONUMENTED       CGS
 BK3015  HISTORY     - 1965     GOOD             CGS
 BK3015  HISTORY     - 1966     GOOD             CGS
 BK3015  HISTORY     - 19880829 GOOD             LADTD
 BK3015
 BK3015                          STATION DESCRIPTION
 BK3015
 BK3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BK3015'STATION IS LOCATED ABOUT 5-1/4 MILES SOUTHEAST OF DE RIDDER,
 BK3015'ON THE NORTH SIDE OF STATE HIGHWAY 26, IN THE SOUTHEAST 1/4
 BK3015'OF SECTION 8.  T.3 S.  R. 8 W. AND ON LAND WHICH IS OWNED BY
 BK3015'A MR. KENNETH F. HERMAN.
 BK3015'
 BK3015'STATION IS REACHED FROM THE POST OFFICE IN DE RIDDER.  GO EAST AND
 BK3015'SOUTHEAST ON U.S. HIGHWAYS 171 AND 190 FOR 3.65 MILES TO THE
 BK3015'JUNCTION WITH STATE HIGHWAY 26 ON THE LEFT.  TURN LEFT AND GO
 BK3015'EAST ON HIGHWAY 26 FOR 2.25 MILES TO THE FRIENDSHIP BAPTIST CHURCH
 BK3015'ON THE RIGHT, A GRAVEYARD AND THE STATION MARK ON THE
 BK3015'LEFT.  CONTINUE STRAIGHT AHEAD ON THE HIGHWAY FOR 0.3 MILE
 BK3015'TO THE AZIMUTH MARK DISK, IN A CONCRETE CULVERT ABUTMENT ON THE
 BK3015'RIGHT.
 BK3015'
 BK3015'STATION MARK IS A STANDARD DISK, STAMPED WHITAKER 1965, SET IN
 BK3015'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS ABOUT 2 INCHES
 BK3015'BELOW THE SURFACE OF THE GROUND.  MARK IS 80 FEET NORTH OF THE
 BK3015'CENTER OF STATE HIGHWAY 26, 33.4 FEET WEST-NORTHWEST OF THE
 BK3015'SOUTHWEST FENCE CORNER OF THE GRAVEYARD AND ABOUT 0.05 MILE
 BK3015'EAST OF A GRAVELED NORTH-SOUTH ROAD.
 BK3015'
 BK3015'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WHITAKER
 BK3015'NO 1 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 BK3015'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 97.4 FEET
 BK3015'NORTHWEST OF THE NORTHWEST CORNER OF THE FRIENDSHIP BAPTIST
 BK3015'CHURCH AND 47 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 26.
 BK3015'
 BK3015'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WHITAKER
 BK3015'NO 2 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 BK3015'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 92 FEET NORTH
 BK3015'OF THE CENTER OF STATE HIGHWAY 26 AND 10 INCHES SOUTH OF AN
 BK3015'EAST-WEST FENCELINE.
 BK3015'
 BK3015'AZIMUTH MARK IS A STANDARD DISK, CEMENTED IN A DRILL HOLE, IN
 BK3015'THE TOP AND AT THE EAST END OF A CONCRETE CULVERT.  DISK IS
 BK3015'STAMPED WHITAKER 1965.  MARK IS 28.0 FEET NORTH OF AN
 BK3015'EAST-WEST FENCELINE, 19-1/2 FEET SOUTH OF THE CENTER OF
 BK3015'STATE HIGHWAY 26 AND 7 INCHES WEST OF THE EAST EDGE OF THE
 BK3015'ABUTMENT.
 BK3015'
 BK3015'HEIGHT OF LIGHT ABOVE STATION MARK 30.48 METERS.
 BK3015
 BK3015                          STATION RECOVERY (1965)
 BK3015
 BK3015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BK3015'RECOVERED IN GOOD CONDITION.
 BK3015
 BK3015                          STATION RECOVERY (1966)
 BK3015
 BK3015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3015'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 BK3015'WERE FOUND AND RECOVERED AS DESCRIBED IN 1965.  NO APPARENT CHANGES
 BK3015'IN THE AREA WAS NOTED.  DISTANCES AND DIRECTIONS TO THE MARKS
 BK3015'COMPARED FAVORABLY WITH 1965 OBSERVATIONS.
 BK3015'
 BK3015'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BK3015'5 MILES SOUTHEAST OF DE RIDDER.
 BK3015
 BK3015                          STATION RECOVERY (1988)
 BK3015
 BK3015'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BK3015'THE STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) SOUTHEAST OF DERIDDER,
 BK3015'ON THE NORTH SIDE OF STATE HIGHWAY 26, IN THE SOUTHEAST QUARTER OF
 BK3015'SECTION 8, T 3 S, R 8 W.  OWNERSHIP--MR. KENNETH F. HERMAN.
 BK3015'TO REACH THE STATION FROM THE POST OFFICE IN DERIDDER, GO EAST AND
 BK3015'SOUTHEAST FOR 5.9 KM (3.65 MI) ON U.S. HIGHWAYS 171 AND 190 TO THE
 BK3015'JUNCTION WITH STATE HIGHWAY 26.  TURN LEFT AND GO EAST FOR 3.6 KM
 BK3015'(2.25 MI) ON HIGHWAY 26 TO THE FRIENDSHIP BAPTIST CHURCH ON THE RIGHT,
 BK3015'A GRAVEYARD AND THE STATION ON THE LEFT, ABOUT 0.08 KM (0.05 MI) EAST
 BK3015'FROM A GRAVELED NORTH-SOUTH ROAD.
 BK3015'THE STATION IS 24.4 M (80.1 FT) NORTH FROM THE CENTER OF HIGHWAY 26
 BK3015'AND 10.2 M (33.5 FT) WEST-NORTHWEST FROM THE SOUTHWEST FENCE CORNER OF
 BK3015'THE GRAVEYARD.  THE MARK IS RECESSED ABOUT 5.0 CM (2 IN) BELOW THE
 BK3015'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4683 ***********************************************************************
 BJ4683  DESIGNATION -  WHITE
 BJ4683  PID         -  BJ4683
 BJ4683  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4683  USGS QUAD   -  CLINTON (1994)
 BJ4683
 BJ4683                         *CURRENT SURVEY CONTROL
 BJ4683  ___________________________________________________________________
 BJ4683* NAD 83(1992)-  30 45 44.59663(N)    091 05 28.56285(W)     ADJUSTED  
 BJ4683* NAVD 88     -        55.5    (meters)     182.     (feet)  VERTCON   
 BJ4683  ___________________________________________________________________
 BJ4683  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BJ4683  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4683
 BJ4683  HORZ ORDER  -  FIRST
 BJ4683
 BJ4683.The horizontal coordinates were established by classical geodetic methods
 BJ4683.and adjusted by the National Geodetic Survey in May 1994..
 BJ4683
 BJ4683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4683
 BJ4683.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4683
 BJ4683.The geoid height was determined by GEOID03.
 BJ4683
 BJ4683;                    North         East     Units Scale Factor Converg.
 BJ4683;SPC LA S     -   250,804.584 1,023,175.751   MT  1.00001386   +0 07 15.7
 BJ4683;SPC LA S     -   822,848.04  3,356,869.11   sFT  1.00001386   +0 07 15.7
 BJ4683;UTM  15      - 3,404,825.808   682,685.663   MT  1.00001171   +0 58 35.6
 BJ4683
 BJ4683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4683!SPC LA S     -   0.99999557  x   1.00001386  =   1.00000943
 BJ4683!UTM  15      -   0.99999557  x   1.00001171  =   1.00000728
 BJ4683
 BJ4683:                Primary Azimuth Mark                     Grid Az
 BJ4683:SPC LA S     -  CLINTON ATT MICROWAVE                    003 59 04.3
 BJ4683:UTM  15      -  CLINTON ATT MICROWAVE                    003 07 44.4
 BJ4683
 BJ4683|---------------------------------------------------------------------|
 BJ4683| PID    Reference Object                     Distance      Geod. Az  |
 BJ4683|                                                           dddmmss.s |
 BJ4683| BJ4682 CLINTON ATT MICROWAVE               APPROX.10.4 KM 0040620.0 |
 BJ4683| BJ4681 CLINTON MUNICIPAL WATER TANK        APPROX.13.4 KM 0315903.9 |
 BJ4683| BJ4680 CLINTON EAST MUN TANK               APPROX.13.8 KM 0354239.8 |
 BJ4683| CW1633 WHITE RM 1                           30.992 METERS 15459     |
 BJ4683| CW1634 WHITE RM 2                           28.324 METERS 30231     |
 BJ4683| CW1632 WHITE AZ MK                                        3094406.5 |
 BJ4683| BJ4697 JACKSON GERIATRIC HOSP TANK         APPROX.10.1 KM 3221322.5 |
 BJ4683| BJ4684 WHITE RM A 1966                      26.180 METERS 34846     |
 BJ4683| BJ4675 WILSON LOT                          APPROX.16.0 KM 3522729.8 |
 BJ4683| BJ4676 WILSON MUN TANK                     APPROX.17.3 KM 3523436.3 |
 BJ4683|---------------------------------------------------------------------|
 BJ4683
 BJ4683                          SUPERSEDED SURVEY CONTROL
 BJ4683
 BJ4683  NAD 83(1992)-  30 45 44.59744(N)    091 05 28.56304(W) AD(       ) 1
 BJ4683  NAD 83(1986)-  30 45 44.61437(N)    091 05 28.55924(W) AD(       ) 1
 BJ4683  NAD 27      -  30 45 43.95517(N)    091 05 28.17719(W) AD(       ) 1
 BJ4683  NGVD 29 (07/19/86)   55.5    (m)          182.     (f) VERT ANG       
 BJ4683
 BJ4683.Superseded values are not recommended for survey control.
 BJ4683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4683.See file dsdata.txt to determine how the superseded data were derived.
 BJ4683
 BJ4683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8268604826(NAD 83)
 BJ4683_MARKER: DS = TRIANGULATION STATION DISK
 BJ4683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4683
 BJ4683  HISTORY     - Date     Condition        Report By
 BJ4683  HISTORY     - 1966     MONUMENTED       CGS
 BJ4683  HISTORY     - 1970     GOOD             NGS
 BJ4683
 BJ4683                          STATION DESCRIPTION
 BJ4683
 BJ4683'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4683'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF SLAUGHTER, 8 MILES
 BJ4683'SOUTHWEST OF CLINTON, AT THE WEST EDGE OF A NARROW NORTH-SOUTH
 BJ4683'SECTION LINE ROAD, IN SECTION 27, T 3 S, R 1 E AND ON PASTURE LAND
 BJ4683'WHICH IS OWNED BY A MR. G. WHITE WHO LIVES ABOUT 1/4 OF A MILE
 BJ4683'NORTHWEST OF THE STATION.
 BJ4683'
 BJ4683'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 412
 BJ4683'WHICH IS AT THE RAILROAD DEPOT IN THE TOWN OF SLAUGHTER.  GO
 BJ4683'EASTERLY ON HIGHWAY 412 FOR 2.3 MILES TO THE JUNCTION WITH STATE
 BJ4683'HIGHWAY 956 ON THE LEFT.  CONTINUE EAST ON HIGHWAY 412 FOR 1.1 MILES
 BJ4683'TO A GRAVELED SIDE ROAD LEFT.  (THIS POINT IS ABOUT 100 FEET WEST
 BJ4683'OF THE JUNCTION OF STATE HIGHWAYS 412 AND 957).  TURN LEFT AND GO
 BJ4683'NORTH ON THE GRAVELED ROAD FOR 1.55 MILES TO A SIDE ROAD RIGHT.
 BJ4683'CONTINUE STRAIGHT AHEAD, NORTH ON THE GRAVELED ROAD FOR 0.2 MILE
 BJ4683'TO A WIRE GATE AND STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 BJ4683'
 BJ4683'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 BJ4683'MONUMENTS.
 BJ4683'
 BJ4683'STATION MARK DISK IS STAMPED WHITE 1966 AND THE MARK IS FLUSH WITH
 BJ4683'THE SURFACE OF THE GROUND.  MARK IS 54.5 FEET SOUTH-SOUTHWEST OF A
 BJ4683'24-INCH PINE TREE, 33 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 25
 BJ4683'FEET SOUTHWEST OF THE CENTER OF THE WIRE GATE, 21.2 FEET
 BJ4683'WEST-NORTHWEST OF A 20 INCH OAK TREE AND 16.6 FEET WEST OF A
 BJ4683'FENCELINE.
 BJ4683'
 BJ4683'REFERENCE MARK NUMBER 1 DISK IS STAMPED WHITE NO 1 1966 AND THE MARK
 BJ4683'PROJECTS ABOUT 3 INCHES.  MARK IS 83.7 FEET SOUTHWEST OF THE 20-INCH
 BJ4683'OAK TREE, 17 FEET EAST OF THE CENTER OF THE GRAVELED ROAD 0.8 FEET
 BJ4683'EAST OF A FENCELINE.
 BJ4683'
 BJ4683'REFERENCE MARK NUMBER 2 DISK IS STAMPED WHITE NO 2 1966 AND THE MARK
 BJ4683'PROJECTS ABOUT 4 INCHES.  MARK IS 122 FEET WEST OF THE CENTER OF THE
 BJ4683'GRAVELED ROAD, 103 FEET WEST OF THE GATE, 26 FEET SOUTHWEST OF A
 BJ4683'24-INCH PINE TREE AND 1.0 FEET NORTHWEST OF A FENCELINE.
 BJ4683'
 BJ4683'AZIMUTH MARK DISK IS STAMPED WHITE 1966 AND THE MARK PROJECTS ABOUT
 BJ4683'1 INCH.  MARK IS 161.5 FEET SOUTH OF AN EAST-WEST GRAVELED ROAD,
 BJ4683'71.5 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 4.8 FEET WEST OF
 BJ4683'A METAL WITNESS POST AND 1.5 FEET SOUTH OF A POWERLINE POLE NO. CS
 BJ4683'79-17.
 BJ4683'
 BJ4683'AZIMUTH MARK IS REACHED FROM THE STATION.  GO NORTH ON THE GRAVELED
 BJ4683'ROAD FOR 0.15 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 BJ4683'WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO A HOUSE AND THE AZIMUTH
 BJ4683'MARK ON THE LEFT, MARK AS DESCRIBED ABOVE.
 BJ4683'
 BJ4683'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BJ4683
 BJ4683                          STATION RECOVERY (1970)
 BJ4683
 BJ4683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4683'THE STATION MARK, WHITE RM A, REFERENCE MARK 1, REFERENCE MARK 2 AND
 BJ4683'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 BJ4683'DIFFERENCE OF .043 METERS IN DISTANCE WAS NOTED IN THE 1970
 BJ4683'MEASUREMENT TO RM 1.  THE AZIMUTH MARK IS SOUTH OF THE GRAVELED
 BJ4683'ROAD.  THE 1966 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2649 ***********************************************************************
 BK2649  DESIGNATION -  WHITE
 BK2649  PID         -  BK2649
 BK2649  STATE/COUNTY-  LA/EVANGELINE
 BK2649  USGS QUAD   -  VILLE PLATTE (1983)
 BK2649
 BK2649                         *CURRENT SURVEY CONTROL
 BK2649  ___________________________________________________________________
 BK2649* NAD 83(1992)-  30 44 55.27991(N)    092 19 00.64568(W)     ADJUSTED  
 BK2649* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 BK2649  ___________________________________________________________________
 BK2649  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BK2649  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2649
 BK2649  HORZ ORDER  -  SECOND
 BK2649
 BK2649.The horizontal coordinates were established by classical geodetic methods
 BK2649.and adjusted by the National Geodetic Survey in January 1993..
 BK2649
 BK2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2649
 BK2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2649
 BK2649.The geoid height was determined by GEOID03.
 BK2649
 BK2649;                    North         East     Units Scale Factor Converg.
 BK2649;SPC LA S     -   249,665.486   905,825.066   MT  1.00001072   -0 29 30.4
 BK2649;SPC LA S     -   819,110.85  2,971,861.07   sFT  1.00001072   -0 29 30.4
 BK2649;UTM  15      - 3,401,950.203   565,389.171   MT  0.99965274   +0 20 57.4
 BK2649
 BK2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2649!SPC LA S     -   1.00000069  x   1.00001072  =   1.00001141
 BK2649!UTM  15      -   1.00000069  x   0.99965274  =   0.99965343
 BK2649
 BK2649|---------------------------------------------------------------------|
 BK2649| PID    Reference Object                     Distance      Geod. Az  |
 BK2649|                                                           dddmmss.s |
 BK2649| BK2648 WHITE LADH A POINT                   14.884 METERS 01834     |
 BK2649| CW1635 WHITE AZ MK                                        1351959.7 |
 BK2649| CW1637 WHITE RM 1                           13.950 METERS 14720     |
 BK2649| CW1638 WHITE RM 2                           14.500 METERS 33132     |
 BK2649| CW1636 WHITE AZ MK 2                                      3334255.5 |
 BK2649|---------------------------------------------------------------------|
 BK2649
 BK2649                          SUPERSEDED SURVEY CONTROL
 BK2649
 BK2649  NAD 83(1986)-  30 44 55.30057(N)    092 19 00.63952(W) AD(       ) 2
 BK2649  NAD 27      -  30 44 54.58946(N)    092 19 00.17771(W) AD(       ) 2
 BK2649  NGVD 29 (07/19/86)   22.8    (m)           75.     (f) VERT ANG       
 BK2649
 BK2649.Superseded values are not recommended for survey control.
 BK2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2649.See file dsdata.txt to determine how the superseded data were derived.
 BK2649
 BK2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ6538901950(NAD 83)
 BK2649_MARKER: DD = SURVEY DISK
 BK2649_SETTING: 0 = UNSPECIFIED SETTING
 BK2649
 BK2649  HISTORY     - Date     Condition        Report By
 BK2649  HISTORY     - 1969     MONUMENTED       LADTD
 BK2649
 BK2649                          STATION DESCRIPTION
 BK2649
 BK2649'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 BK2649'THE STATION IS LOCATED 3.57 MILES NORTH-NORTHWEST OF THE
 BK2649'JUNCTION OF U.S. HIGHWAY 167 AND STATE HIGHWAY 10 AND IS IN
 BK2649'THE SW 1/4 OF SECTION 58, T3S, R2E, AND ON PROPERTY OWNED BY
 BK2649'THE LOUISIANA DEPARTMENT OF HIGHWAYS.  IT IS 2.20 FEET
 BK2649'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, 62.40 FEET
 BK2649'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 167, 50.0 FEET
 BK2649'SOUTH-SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER, 83.0 FEET
 BK2649'NORTH-NORTHWEST OF A POWER POLE, AND 53.0 FEET SOUTH OF THE
 BK2649'SOUTH END OF A CULVERT UNDER DRIVE LEADING TO A PASTURE.  IT
 BK2649'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BK2649'GEODETIC SURVEY DISK STAMPED WHITE 1969, PROJECTING 2 INCHES.
 BK2649'
 BK2649'REFERENCE MARK NO. 1 IS 45.76 FEET SOUTHEAST OF THE
 BK2649'STATION.  IT IS 47.60 FEET SOUTHEAST OF WITNESS POST AT STATION,
 BK2649'96.30 FEET SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER, 98.0
 BK2649'FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER DRIVE
 BK2649'LEADING TO A PASTURE, 62.10 FEET SOUTHWEST OF CENTERLINE OF
 BK2649'U.S. HIGHWAY 167, AND 37.80 FEET NORTHWEST OF A POWER POLE.  IT
 BK2649'IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND
 BK2649'GEODETIC SURVEY DISK STAMPED R.M. NO. 1 WHITE 1969, PROJECTING
 BK2649'2 INCHES.
 BK2649'
 BK2649'REFERENCE MARK NO. 2 IS 47.58 FEET NORTHWEST OF THE STATION.  IT
 BK2649'IS 46.0 FEET NORTHWEST OF WITNESS POST AT STATION, 2.80 FEET
 BK2649'SOUTH OF A CONCRETE RIGHT OF WAY MARKER, 14.0 FEET SOUTHWEST OF
 BK2649'THE SOUTH END OF A CULVERT UNDER DRIVE TO PASTURE, 61.0 FEET
 BK2649'WEST-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 167, AND 31.50
 BK2649'FEET SOUTH-SOUTHEAST OF A POWER POLE.  IT IS A LOUISIANA
 BK2649'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK
 BK2649'STAMPED R.M. NO. 2 WHITE 1969, PROJECTING 2 INCHES.
 BK2649'
 BK2649'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 93.50 FEET.
 BK2649'
 BK2649'THE AZIMUTH MARK IS 0.42 MILE EAST-SOUTHEAST OF THE STATION.  IT
 BK2649'IS 1.70 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN, 1.50
 BK2649'FEET SOUTHWEST OF A FENCE, 64.40 FEET NORTHEAST OF THE CENTERLINE
 BK2649'OF U.S. HIGHWAY 167, 8.80 FEET NORTHWEST OF BRACE POST IN FENCE,
 BK2649'AND 8.50 FEET SOUTH-SOUTHEAST OF ANOTHER BRACE POST IN FENCE.
 BK2649'
 BK2649'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHEAST
 BK2649'ALONG U.S. HIGHWAY 167 FOR 0.42 MILE TO MARK SET EAST OF
 BK2649'HIGHWAY.  MARK IS ALSO 3.15 MILES NORTH ALONG U.S. HIGHWAY 167
 BK2649'FROM THE JUNCTION WITH STATE HIGHWAY 10.  IT IS A LOUISIANA
 BK2649'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK
 BK2649'STAMPED AZ.MK. WHITE 1969 PROJECTING 2 INCHES.
 BK2649'
 BK2649'AZIMUTH MARK 2 IS 0.40 MILE NORTH-NORTHWEST OF THE STATION.  IT
 BK2649'IS 2.30 FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN,
 BK2649'2.50 FEET EAST-NORTHEAST OF A FENCE, 58.30 FEET WEST-SOUTHWEST
 BK2649'OF THE CENTERLINE OF U.S. HIGHWAY 167, 31.0 FEET NORTH-NORTHWEST
 BK2649'OF BRACE ON POWER POLE NO. 180, AND 66.70 FEET NORTHWEST OF
 BK2649'NORTH END OF CULVERT.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS
 BK2649'AND U.S. COAST GEODETIC SURVEY DISK STAMPED AZ.MK. NO. 2 WHITE
 BK2649'1969, PROJECTING 2 INCHES.
 BK2649'
 BK2649'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTH ALONG
 BK2649'U.S. HIGHWAY 167 FOR 0.40 MILE TO MARK SET ON WEST SIDE OF
 BK2649'HIGHWAY.
 BK2649'
 BK2649'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BK2649'167 AND STATE HIGHWAY 10 IN WEST VILLE PLATTE, DRIVE NORTH ALONG
 BK2649'U.S. HIGHWAY 167 FOR 3.57 MILES TO STATION SET WEST OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1386 ***********************************************************************
 AT1386  DESIGNATION -  WHITE
 AT1386  PID         -  AT1386
 AT1386  STATE/COUNTY-  LA/PLAQUEMINES
 AT1386  USGS QUAD   -  CHALMETTE (1994)
 AT1386
 AT1386                         *CURRENT SURVEY CONTROL
 AT1386  ___________________________________________________________________
 AT1386* NAD 83(1992)-  29 52 36.04865(N)    089 58 39.86976(W)     ADJUSTED  
 AT1386* NAVD 88     -         5.3  **(meters)      17.   **(feet)  VERTCON   
 AT1386  **This station is located in a subsidence area (see below).
 AT1386  ___________________________________________________________________
 AT1386  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1386  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AT1386
 AT1386  HORZ ORDER  -  SECOND
 AT1386
 AT1386.The horizontal coordinates were established by classical geodetic methods
 AT1386.and adjusted by the National Geodetic Survey in January 1993..
 AT1386
 AT1386 ** The orthometric height has not been validated since last determined
 AT1386 ** by differential leveling and should not be used for control purposes.
 AT1386 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1386 ** area with valid NAVD 88 orthometric heights.
 AT1386 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1386 ** epoch indicated which incorporates improved geoid heights for the
 AT1386 ** Southern Louisiana Subsidence area.
 AT1386 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1386
 AT1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1386
 AT1386.The geoid height was determined by GEOID03.
 AT1386
 AT1386;                    North         East     Units Scale Factor Converg.
 AT1386;SPC LA S     -   153,371.795 1,130,944.944   MT  0.99992808   +0 40 40.1
 AT1386;SPC LA S     -   503,187.30  3,710,441.87   sFT  0.99992808   +0 40 40.1
 AT1386;UTM  16      - 3,308,845.784   212,383.599   MT  1.00062077   -1 29 03.6
 AT1386;UTM  15      - 3,308,958.089   791,918.232   MT  1.00065154   +1 30 23.6
 AT1386
 AT1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1386!SPC LA S     -   1.00000322  x   0.99992808  =   0.99993130
 AT1386!UTM  16      -   1.00000322  x   1.00062077  =   1.00062399
 AT1386!UTM  15      -   1.00000322  x   1.00065154  =   1.00065476
 AT1386
 AT1386:                Primary Azimuth Mark                     Grid Az
 AT1386:SPC LA S     -  WHITE AZ MK                              012 19 54.6
 AT1386:UTM  16      -  WHITE AZ MK                              014 29 38.3
 AT1386:UTM  15      -  WHITE AZ MK                              011 30 11.1
 AT1386
 AT1386|---------------------------------------------------------------------|
 AT1386| PID    Reference Object                     Distance      Geod. Az  |
 AT1386|                                                           dddmmss.s |
 AT1386| DD8248 WHITE AZ MK                                        0130034.7 |
 AT1386| DD8249 WHITE RM 1                           13.116 METERS 02439     |
 AT1386| AT1361 BELLE CHASSE CG RAD MAST            APPROX. 3.2 KM 0740610.4 |
 AT1386| DD8250 WHITE RM 2                           17.029 METERS 19420     |
 AT1386| AT1387 WHITE LDH 1972 A POINT                7.878 METERS 23323     |
 AT1386|---------------------------------------------------------------------|
 AT1386
 AT1386                          SUPERSEDED SURVEY CONTROL
 AT1386
 AT1386  NAD 83(1986)-  29 52 36.06230(N)    089 58 39.86982(W) AD(       ) 2
 AT1386  NAD 27      -  29 52 35.32034(N)    089 58 39.62073(W) AD(       ) 2
 AT1386  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 AT1386
 AT1386.Superseded values are not recommended for survey control.
 AT1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1386.See file dsdata.txt to determine how the superseded data were derived.
 AT1386
 AT1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1238408846(NAD 83)
 AT1386_MARKER: DD = SURVEY DISK
 AT1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AT1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AT1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT1386+STABILITY: SURFACE MOTION
 AT1386
 AT1386  HISTORY     - Date     Condition        Report By
 AT1386  HISTORY     - 1972     MONUMENTED       LADH
 AT1386
 AT1386                          STATION DESCRIPTION
 AT1386
 AT1386'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 AT1386'THE STATION IS LOCATED 2 MILES NORTHEAST OF BELLE CHASSE, 9 MILES
 AT1386'SOUTHWEST OF NEW ORLEANS, AND 5 MILES WEST OF POYDRAS, IN THE
 AT1386'NORTHEAST QUARTER OF SECTION 9, T14S, R25E AND ON THE PROPERTY
 AT1386'OWNED BY PLAQUEMINES LEVEE BOARD.
 AT1386'
 AT1386'TO REACH THE STATION FROM THE POST OFFICE IN BELLE CHASSE, GO NORTH
 AT1386'AND NORTHWEST ON STATE HIGHWAY 23 FOR 0.45 MILE TO A SIDE ROAD ON
 AT1386'THE RIGHT TO THE BELLE CHASSE FERRY, TURN RIGHT AND GO EAST FOR 0.20
 AT1386'MILE TO A SHELL ROAD ON THE LEFT, TURN LEFT ON THE SHELL ROAD AND GO
 AT1386'NORTH FOR 1.4 MILES TO THE STATION WHICH IS SET ON THE RIGHT AND
 AT1386'EAST OF THE ROAD ON THE TOP OF THE MISSISSIPPI RIVER LEVEE.
 AT1386'
 AT1386'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH ALONG THE
 AT1386'SHELL ROAD FOR APPROXIMATELY 0.4 MILE.  THE MARK IS SET ON THE RIGHT
 AT1386'AND EAST OF THE ROAD NEAR A POWER POLE AND A PECAN TREE.
 AT1386'
 AT1386'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1386'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1386'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AT1386'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AT1386'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 AT1386'STAMPED WHITE 1972.  THE MARK IS 113 FEET EAST OF A POWER POLE, 95
 AT1386'FEET EAST OF THE CENTER OF A SHELL ROAD, 9 FEET WEST OF A METAL
 AT1386'WITNESS POST AND SIGN, AND IS SET IN THE CENTER OF THE LEVEE
 AT1386'CROWN.
 AT1386'
 AT1386'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1386'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1386'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1386'STAMPED WHITE R. M. 1 1972.  IT IS 115 FEET EAST NORTHEAST OF A
 AT1386'POWER POLE, 97 FEET EAST OF THE CENTER OF A SHELL ROAD, AND 8 FEET
 AT1386'WEST OF THE EDGE OF A CONCRETE MAT ON THE LEVEE.
 AT1386'
 AT1386'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1386'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1386'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1386'STAMPED WHITE R. M. 2 1972.  IT IS 117 FEET EAST SOUTHEAST OF A
 AT1386'POWER POLE, 97 FEET EAST OF THE CENTER OF A SHELL ROAD, AND 7 FEET
 AT1386'WEST OF THE EDGE OF A CONCRETE MAT ON THE LEVEE.
 AT1386'
 AT1386'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 AT1386'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 AT1386'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AT1386'STAMPED WHITE AZ. MK. 1972.  IT IS 85 FEET EAST SOUTHEAST OF A 20
 AT1386'INCH PECAN TREE, 27 FEET EAST OF THE CENTER OF A SHELL ROAD, 8 FEET
 AT1386'EAST OF A POWER POLE AND 1 FOOT WEST SOUTHWEST OF A METAL WITNESS
 AT1386'POST AND SIGN.
 AT1386'
 AT1386'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0662 ***********************************************************************
 AV0662  DESIGNATION -  WHITE LAKE LIGHT EAST
 AV0662  PID         -  AV0662
 AV0662  STATE/COUNTY-  LA/VERMILION
 AV0662  USGS QUAD   -  PECAN ISLAND (1979)
 AV0662
 AV0662                         *CURRENT SURVEY CONTROL
 AV0662  ___________________________________________________________________
 AV0662* NAD 83(1992)-  29 44 09.38604(N)    092 23 27.24032(W)     ADJUSTED  
 AV0662* NAVD 88     -                                                        
 AV0662  **This station is located in a subsidence area (see below).
 AV0662  ___________________________________________________________________
 AV0662  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0662  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AV0662
 AV0662  HORZ ORDER  -  THIRD
 AV0662
 AV0662.The horizontal coordinates were established by classical geodetic methods
 AV0662.and adjusted by the National Geodetic Survey in January 1993..
 AV0662
 AV0662 ** The orthometric height has not been validated since last determined
 AV0662 ** by differential leveling and should not be used for control purposes.
 AV0662 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0662 ** area with valid NAVD 88 orthometric heights.
 AV0662 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0662 ** epoch indicated which incorporates improved geoid heights for the
 AV0662 ** Southern Louisiana Subsidence area.
 AV0662 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0662
 AV0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0662
 AV0662.The geoid height was determined by GEOID03.
 AV0662
 AV0662;                    North         East     Units Scale Factor Converg.
 AV0662;SPC LA S     -   137,469.523   897,698.216   MT  0.99993637   -0 31 43.7
 AV0662;SPC LA S     -   451,014.59  2,945,198.23   sFT  0.99993637   -0 31 43.7
 AV0662;UTM  15      - 3,289,681.310   558,901.748   MT  0.99964281   +0 18 07.6
 AV0662
 AV0662                          SUPERSEDED SURVEY CONTROL
 AV0662
 AV0662  NAD 83(1986)-  29 44 09.40446(N)    092 23 27.22890(W) AD(       ) 4
 AV0662  NAD 27      -  29 44 08.62000(N)    092 23 26.75700(W) AD(       ) 3
 AV0662
 AV0662.Superseded values are not recommended for survey control.
 AV0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0662.See file dsdata.txt to determine how the superseded data were derived.
 AV0662
 AV0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5890289681(NAD 83)
 AV0662
 AV0662  HISTORY     - Date     Condition        Report By
 AV0662  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0662  HISTORY     - 1948     GOOD             CGS
 AV0662
 AV0662                          STATION DESCRIPTION
 AV0662
 AV0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0662'WHITE LAKE LIGHT WEST--BEACON LIGHT ON THE WESTER SIDE OF WHITE
 AV0662'LAKE AT THE ENTRANCE TO THE OLD INTRACOASTAL CANAL.  LATTICE
 AV0662'WORK STRUCTURE ABOUT 10 FEET SQUARE AND 12 OR 15 FEET TALL,
 AV0662'WITH LIGHT ON TOP.  LIGHT WAS THE STATION.
 AV0662'
 AV0662'WHITE LAKE LIGHT EAST--BEACON LIGHT ON THE EASTERN SIDE OF
 AV0662'WHITE LAKE AT THE ENTRANCE TO THE SCHOONER BAYOU CANAL.  LATTICE
 AV0662'WORK STRUCTURE ABOUT 10 FEET SQUARE AND 15 FEET TALL, WITH LIGHT
 AV0662'ON TOP.  LIGHT IS ABOUT 100 METERS W OF THE MOUTH OF THE CANAL.
 AV0662'LIGHT IS STATION.
 AV0662
 AV0662                          STATION RECOVERY (1948)
 AV0662
 AV0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0662'STATION RECOVERED IN GOOD CONDITION.
 AV0662'
 AV0662'IT WAS REPORTED INDEPENDENTLY BY AT LEAST THREE DIFFERENT
 AV0662'PERSONS THAT THE EXISTING LIGHT IS THE SAME STRUCTURE THAT WAS
 AV0662'LOCATED BY TRIANGULATION IN 1933.  DESCRIBED ON PAGE 218 OF THE
 AV0662'1948 LIGHT LIST OF THE INTRACOASTAL WATERWAY AS FOLLOWS--
 AV0662'
 AV0662'WHITE LAKE EAST LIGHT, A RED CIRCULAR DAYMARK ON WHITE-SLATTED
 AV0662'STRUCTURE ON PILES, N SIDE OF CHANNEL NEAR E END OF LAKE,
 AV0662'25 FEET HIGH, IN 5 FEET OF WATER.  ERECTED 1914.
 AV0662'
 AV0662'ADDITIONAL DESCRIPTION--AT WHITE LAKE ENTRANCE TO SCHOONER BAYOU
 AV0662'CANAL, ABOUT 400 YARDS OFFSHORE FROM ENTRANCE TO CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0721 ***********************************************************************
 AV0721  DESIGNATION -  WHITE LAKE LIGHT WEST
 AV0721  PID         -  AV0721
 AV0721  STATE/COUNTY-  LA/VERMILION
 AV0721  USGS QUAD   -  LAKE LE BLEU (1979)
 AV0721
 AV0721                         *CURRENT SURVEY CONTROL
 AV0721  ___________________________________________________________________
 AV0721* NAD 83(1992)-  29 46 06.47641(N)    092 36 33.41108(W)     ADJUSTED  
 AV0721* NAVD 88     -                                                        
 AV0721  **This station is located in a subsidence area (see below).
 AV0721  ___________________________________________________________________
 AV0721  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AV0721  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AV0721
 AV0721  HORZ ORDER  -  THIRD
 AV0721
 AV0721.The horizontal coordinates were established by classical geodetic methods
 AV0721.and adjusted by the National Geodetic Survey in January 1993..
 AV0721
 AV0721 ** The orthometric height has not been validated since last determined
 AV0721 ** by differential leveling and should not be used for control purposes.
 AV0721 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0721 ** area with valid NAVD 88 orthometric heights.
 AV0721 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0721 ** epoch indicated which incorporates improved geoid heights for the
 AV0721 ** Southern Louisiana Subsidence area.
 AV0721 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0721
 AV0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0721
 AV0721.The geoid height was determined by GEOID03.
 AV0721
 AV0721;                    North         East     Units Scale Factor Converg.
 AV0721;SPC LA S     -   141,289.511   876,614.494   MT  0.99993392   -0 38 16.8
 AV0721;SPC LA S     -   463,547.34  2,876,026.05   sFT  0.99993392   -0 38 16.8
 AV0721;UTM  15      - 3,293,193.867   537,771.277   MT  0.99961760   +0 11 38.4
 AV0721
 AV0721                          SUPERSEDED SURVEY CONTROL
 AV0721
 AV0721  NAD 83(1986)-  29 46 06.49435(N)    092 36 33.39408(W) AD(       ) 4
 AV0721  NAD 27      -  29 46 05.72800(N)    092 36 32.90700(W) AD(       ) 3
 AV0721
 AV0721.Superseded values are not recommended for survey control.
 AV0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0721.See file dsdata.txt to determine how the superseded data were derived.
 AV0721
 AV0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN3777193194(NAD 83)
 AV0721_MARKER: 14 = NAVIGATION LIGHT
 AV0721
 AV0721  HISTORY     - Date     Condition        Report By
 AV0721  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0721  HISTORY     - 1948     GOOD             CGS
 AV0721
 AV0721                          STATION DESCRIPTION
 AV0721
 AV0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 AV0721'WHITE LAKE LIGHT WEST--BEACON LIGHT ON THE WESTERN SIDE OF
 AV0721'WHITE LAKE AT THE ENTRANCE TO THE OLD INTRACOASTAL CANAL.
 AV0721'LATTICE WORK STRUCTURE ABOUT 10 FEET SQUARE AND 12 OR 15 FEET
 AV0721'TALL, WITH LIGHT ON TOP.  LIGHT WAS THE STATION.
 AV0721'
 AV0721'WHITE LAKE LIGHT EAST--BEACON LIGHT ON THE EASTERN SIDE OF
 AV0721'WHITE LAKE AT THE ENTRANCE TO THE SCHOONER BAYOU CANAL.  LATTICE
 AV0721'WORK STRUCTURE ABOUT 10 FEET SQUARE AND 15 FEET TALL, WITH
 AV0721'LIGHT ON TOP.  LIGHT IS ABOUT 100 METERS W OF THE MOUTH OF
 AV0721'THE CANAL.  LIGHT IS STATION.
 AV0721
 AV0721                          STATION RECOVERY (1948)
 AV0721
 AV0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0721'STATION RECOVERED IN GOOD CONDITION.  LIGHT HAS BEEN REMOVED
 AV0721'AND IS NOW A DAYBEACON.  LISTED IN 1948 LIGHT LIST INTRACOASTAL
 AV0721'WATERWAY ON PAGE 218 AS WHITE LAKE WEST DAYBEACON, RED CIRCULAR
 AV0721'DAYMARK ON WHITE SLATTED STRUCTURE ON PILES AND 25 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1702 ***********************************************************************
 BX1702  DESIGNATION -  WHITE RM 2
 BX1702  PID         -  BX1702
 BX1702  STATE/COUNTY-  LA/NATCHITOCHES
 BX1702  USGS QUAD   -  ROBELINE (1988)
 BX1702
 BX1702                         *CURRENT SURVEY CONTROL
 BX1702  ___________________________________________________________________
 BX1702* NAD 83(1986)-  31 40 44.     (N)    093 16 18.     (W)     SCALED    
 BX1702* NAVD 88     -        74.88   (+/-2cm)     245.7    (feet)  VERTCON   
 BX1702  ___________________________________________________________________
 BX1702  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1702
 BX1702  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1702
 BX1702.The horizontal coordinates were scaled from a topographic map and have
 BX1702.an estimated accuracy of +/- 6 seconds.
 BX1702
 BX1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1702.The vertical order pertains to the NGVD 29 superseded value.
 BX1702
 BX1702.The geoid height was determined by GEOID03.
 BX1702
 BX1702;                    North         East    Units  Estimated Accuracy
 BX1702;SPC LA N     -   130,970.      926,840.      MT  (+/- 180 meters Scaled)
 BX1702
 BX1702                          SUPERSEDED SURVEY CONTROL
 BX1702
 BX1702  NGVD 29 (??/??/??)   74.934  (m)          245.85   (f) ADJUSTED    1 2
 BX1702
 BX1702.Superseded values are not recommended for survey control.
 BX1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1702.See file dsdata.txt to determine how the superseded data were derived.
 BX1702
 BX1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR742048(NAD 83)
 BX1702_MARKER: DR = REFERENCE MARK DISK
 BX1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1702_STAMPING: WHITE 1935
 BX1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1702+STABILITY: SURFACE MOTION
 BX1702
 BX1702  HISTORY     - Date     Condition        Report By
 BX1702  HISTORY     - 1935     MONUMENTED       CGS
 BX1702  HISTORY     - 1938     GOOD             CGS
 BX1702  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX1702
 BX1702                          STATION DESCRIPTION
 BX1702
 BX1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1702'2.25 MI SE FROM VICTORIA.
 BX1702'ABOUT 2-1/4 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 BX1702'THE STATION AT ROBELINE, NATCHITOCHES PARISH, 11.8 FEET SOUTHEAST OF
 BX1702'THE NINTH POLE SOUTHEAST OF MILEPOST 251, 72.3 FEET SOUTHWEST OF
 BX1702'TRIANGULATION STATION WHITE, DESCRIBED BELOW, AND 43.7 FEET SOUTHWEST
 BX1702'OF THE SOUTHWEST RAIL.  A STANDARD REFERENCE-MARK DISK, STAMPED WHITE
 BX1702'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX1702
 BX1702                          STATION RECOVERY (2001)
 BX1702
 BX1702'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4684 ***********************************************************************
 BJ4684  DESIGNATION -  WHITE RM A 1966
 BJ4684  PID         -  BJ4684
 BJ4684  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4684  USGS QUAD   -  CLINTON (1994)
 BJ4684
 BJ4684                         *CURRENT SURVEY CONTROL
 BJ4684  ___________________________________________________________________
 BJ4684* NAD 83(1992)-  30 45 45.43048(N)    091 05 28.75451(W)     ADJUSTED  
 BJ4684* NAVD 88     -        55.5    (meters)     182.     (feet)  VERTCON   
 BJ4684  ___________________________________________________________________
 BJ4684  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BJ4684  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ4684
 BJ4684  HORZ ORDER  -  FIRST
 BJ4684
 BJ4684.The horizontal coordinates were established by classical geodetic methods
 BJ4684.and adjusted by the National Geodetic Survey in May 1994..
 BJ4684
 BJ4684.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4684
 BJ4684.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4684
 BJ4684.The geoid height was determined by GEOID03.
 BJ4684
 BJ4684;                    North         East     Units Scale Factor Converg.
 BJ4684;SPC LA S     -   250,830.252 1,023,170.600   MT  1.00001392   +0 07 15.6
 BJ4684;SPC LA S     -   822,932.25  3,356,852.21   sFT  1.00001392   +0 07 15.6
 BJ4684;UTM  15      - 3,404,851.397   682,680.129   MT  1.00001168   +0 58 35.5
 BJ4684
 BJ4684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4684!SPC LA S     -   0.99999557  x   1.00001392  =   1.00000949
 BJ4684!UTM  15      -   0.99999557  x   1.00001168  =   1.00000725
 BJ4684
 BJ4684:                Primary Azimuth Mark                     Grid Az
 BJ4684:SPC LA S     -  ST PETERS                                058 21 45.3
 BJ4684:UTM  15      -  ST PETERS                                057 30 25.4
 BJ4684
 BJ4684|---------------------------------------------------------------------|
 BJ4684| PID    Reference Object                     Distance      Geod. Az  |
 BJ4684|                                                           dddmmss.s |
 BJ4684| BJ4679 ST PETERS                           APPROX.10.0 KM 0582900.9 |
 BJ4684|---------------------------------------------------------------------|
 BJ4684
 BJ4684                          SUPERSEDED SURVEY CONTROL
 BJ4684
 BJ4684  NAD 83(1992)-  30 45 45.43129(N)    091 05 28.75470(W) AD(       ) 1
 BJ4684  NAD 83(1986)-  30 45 45.44845(N)    091 05 28.75095(W) AD(       ) 1
 BJ4684  NAD 27      -  30 45 44.78911(N)    091 05 28.36885(W) AD(       ) 1
 BJ4684  NGVD 29 (07/19/86)   55.5    (m)          182.     (f) VERT ANG       
 BJ4684
 BJ4684.Superseded values are not recommended for survey control.
 BJ4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4684.See file dsdata.txt to determine how the superseded data were derived.
 BJ4684
 BJ4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8268004851(NAD 83)
 BJ4684_MARKER: DS = TRIANGULATION STATION DISK
 BJ4684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ4684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4684+STABILITY: SURFACE MOTION
 BJ4684
 BJ4684  HISTORY     - Date     Condition        Report By
 BJ4684  HISTORY     - 1966     MONUMENTED       CGS
 BJ4684
 BJ4684                          STATION DESCRIPTION
 BJ4684
 BJ4684'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4684'STATION WHITE IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 BJ4684'412 WHICH IS AT THE RAILROAD DEPOT IN THE TOWN OF SLAUGHTER.  GO
 BJ4684'EASTERLY ON HIGHWAY 412 FOR 2.3 MILES TO THE JUNCTION WITH STATE
 BJ4684'HIGHWAY 956 ON THE LEFT.  CONTINUE EAST ON HIGHWAY 412 FOR 1.1 MILES
 BJ4684'TO A GRAVELED SIDE ROAD LEFT.  (THIS POINT IS ABOUT 100 FEET WEST
 BJ4684'OF THE JUNCTION OF STATE HIGHWAYS 412 AND 957).  TURN LEFT AND GO
 BJ4684'NORTH ON THE GRAVELED ROAD FOR 1.55 MILES TO A SIDE ROAD RIGHT.
 BJ4684'CONTINUE STRAIGHT AHEAD, NORTH ON THE GRAVELED ROAD FOR 0.2 MILE
 BJ4684'TO A WIRE GATE AND STATION WHITE ON THE LEFT, WEST SIDE OF THE ROAD.
 BJ4684'
 BJ4684'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK.  THE
 BJ4684'DISK IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 BJ4684'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 BJ4684'WHITE RM A 1966.  THE MARK IS 53 FEET WEST OF THE APPROXIMATE
 BJ4684'CENTER OF GRAVEL ROAD, 52-1/2 FEET NORTHWEST OF A 36 INCH PINE
 BJ4684'TREE, 38-1/2 FEET WEST OF FENCELINE, 19 FEET SOUTHWEST OF AN 18
 BJ4684'INCH PINE TREE AND 76 FEET NORTH-NORTHWEST OF THE CENTER OF GATE.
 BJ4684'
 BJ4684'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WHITE,
 BJ4684'DISTANCE BEING 26.183 METERS OR 85.90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5099 ***********************************************************************
 BJ5099  DESIGNATION -  WHITECASTLE
 BJ5099  PID         -  BJ5099
 BJ5099  STATE/COUNTY-  LA/IBERVILLE
 BJ5099  USGS QUAD   -  WHITE CASTLE (1992)
 BJ5099
 BJ5099                         *CURRENT SURVEY CONTROL
 BJ5099  ___________________________________________________________________
 BJ5099* NAD 83(1992)-  30 10 09.58003(N)    091 08 43.06278(W)     ADJUSTED  
 BJ5099* NAVD 88     -         6.49   (+/-2cm)      21.3  **(feet)  VERTCON   
 BJ5099  **This station is located in a subsidence area (see below).
 BJ5099  ___________________________________________________________________
 BJ5099  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5099  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ5099
 BJ5099  HORZ ORDER  -  FIRST
 BJ5099  VERT ORDER  -  THIRD ? (See Below)
 BJ5099
 BJ5099.The horizontal coordinates were established by classical geodetic methods
 BJ5099.and adjusted by the National Geodetic Survey in January 1993..
 BJ5099
 BJ5099 ** The orthometric height has not been validated since last determined
 BJ5099 ** by differential leveling and should not be used for control purposes.
 BJ5099 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5099 ** area with valid NAVD 88 orthometric heights.
 BJ5099 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5099 ** epoch indicated which incorporates improved geoid heights for the
 BJ5099 ** Southern Louisiana Subsidence area.
 BJ5099 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5099.The vertical order pertains to the NGVD 29 superseded value.
 BJ5099
 BJ5099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5099
 BJ5099.The geoid height was determined by GEOID03.
 BJ5099
 BJ5099;                    North         East     Units Scale Factor Converg.
 BJ5099;SPC LA S     -   185,050.546 1,018,110.943   MT  0.99993005   +0 05 38.5
 BJ5099;SPC LA S     -   607,120.00  3,340,252.32   sFT  0.99993005   +0 05 38.5
 BJ5099;UTM  15      - 3,339,001.492   678,593.070   MT  0.99999351   +0 55 56.4
 BJ5099
 BJ5099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5099!SPC LA S     -   1.00000321  x   0.99993005  =   0.99993326
 BJ5099!UTM  15      -   1.00000321  x   0.99999351  =   0.99999672
 BJ5099
 BJ5099|---------------------------------------------------------------------|
 BJ5099| PID    Reference Object                     Distance      Geod. Az  |
 BJ5099|                                                           dddmmss.s |
 BJ5099| BJ5100 WHITECASTLE 1929 RM 3                14.217 METERS 01132     |
 BJ5099| CW1640 WHITECASTLE RM 1                     48.021 METERS 01501     |
 BJ5099| CW1639 WHITECASTLE AZ MK                                  0195409.0 |
 BJ5099| BJ5097 WHITECASTLE WATER TANK              114.374 METERS 26224     |
 BJ5099| CW1641 WHITECASTLE RM 2                    157.186 METERS 28751     |
 BJ5099| BJ5109 SCHWING LUMBER CO TANK              APPROX.15.9 KM 3192234.7 |
 BJ5099| BJ5008 PLAQUEMINE MUNICIPAL TANK           APPROX.15.7 KM 3252156.3 |
 BJ5099| BJ5019 IBERVILLE PARISH CTHSE DOME         APPROX.15.7 KM 3263324.1 |
 BJ5099| BJ5007 PLAQUEMINE RED BALL CO TANK         APPROX.16.5 KM 3263322.2 |
 BJ5099| BJ5012 PLAQUEMINE ST JOHN CATH CH TWR      APPROX.16.0 KM 3273540.6 |
 BJ5099|---------------------------------------------------------------------|
 BJ5099
 BJ5099                          SUPERSEDED SURVEY CONTROL
 BJ5099
 BJ5099  NAD 83(1986)-  30 10 09.59875(N)    091 08 43.06201(W) AD(       ) 1
 BJ5099  NAD 27      -  30 10 08.89300(N)    091 08 42.68900(W) AD(       ) 1
 BJ5099  NGVD 29 (07/19/86)    6.53   (m)           21.4    (f) LEVELING    3  
 BJ5099
 BJ5099.Superseded values are not recommended for survey control.
 BJ5099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5099.See file dsdata.txt to determine how the superseded data were derived.
 BJ5099
 BJ5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7859339001(NAD 83)
 BJ5099_MARKER: DS = TRIANGULATION STATION DISK
 BJ5099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5099
 BJ5099  HISTORY     - Date     Condition        Report By
 BJ5099  HISTORY     - 1929     MONUMENTED       CGS
 BJ5099  HISTORY     - 1935     GOOD             CGS
 BJ5099  HISTORY     - 1955     GOOD             CGS
 BJ5099  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BJ5099
 BJ5099                          STATION DESCRIPTION
 BJ5099
 BJ5099'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ5099'IN WHITECASTLE, A TOWN ON HIGHWAY 30, ON PROPERTY BELONGING
 BJ5099'TO E.E. BARBY OF WHITECASTLE, 150 METERS (492 FEET) E OF
 BJ5099'MAIN STREET, 21.3 METERS (70 FEET) S OF S RAIL OF TEXAS AND
 BJ5099'PACIFIC RAILWAY TRACKS, 10.5 METERS (34 FEET) S OF RIGHT-OF-WAY
 BJ5099'FENCE, AND 20.7 METERS (68 FEET) NW OF NEAR RAIL OF SPUR TRACK.
 BJ5099'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET
 BJ5099'IN THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE.  REFERENCE
 BJ5099'MARKS ARE STANDARD REFERENCE DISKS SET IN THE TOP OF A SQUARE
 BJ5099'OR BLOCK OF CONCRETE.  NO. 1 IS ACROSS TRACKS FROM STATION,
 BJ5099'IN SIDEWALK IN FRONT OF HOTEL, AND 48.0 METERS (157
 BJ5099'FEET) FROM STATION N 15 DEG 02 MIN E. NO. 2 IS IN E
 BJ5099'EDGE OF SIDEWALK, IN FRONT OF F. RICCAS GROCERY STORE,
 BJ5099'ABOUT 30 INCHES NW OF FIRE HYDRANT, AND 157.2 METERS
 BJ5099'(515.7 FEET) FROM STATION N 72 DEG 09 MIN W.
 BJ5099
 BJ5099                          STATION RECOVERY (1935)
 BJ5099
 BJ5099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BJ5099'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 BJ5099'THE STATION IS IN THE SOUTHEASTERN PART OF WHITECASTLE, ON
 BJ5099'LAND BELONGING TO E.E. BARBY OF WHITECASTLE, 492 FEET S OF
 BJ5099'CENTER LINE OF MAIN STREET.  70 FEET S OF S RAIL OF TEXAS
 BJ5099'AND PACIFIC RAILWAY TRACKS.  68 FEET S OF SWITCH SIGNAL.  68
 BJ5099'FEET NW OF OLD SPUR TRACK.  75 FEET E OF SMALL BRICK BUILDING.
 BJ5099'70 FEET W OF STEEL CULVERT.  SURFACE AND UNDERGROUND MARKS
 BJ5099'ARE STANDARD BRONZE DISKS SET IN TOP OF SQUARE BLOCKS OR
 BJ5099'POSTS OF CONCRETE.  THE MARK PROJECTS 2 INCHES.
 BJ5099'
 BJ5099'REFERENCE MARK NO. 1 IS ACROSS TRACKS N, FROM STATION SET
 BJ5099'IN SIDEWALK IN FRONT OF HOTEL, 10 FEET W OF WATER
 BJ5099'HYDRANT, 157.55 FEET N OF STATION.
 BJ5099'
 BJ5099'REFERENCE MARK NO. 2 IS 515.7 FEET W OF STATION IN E EDGE OF
 BJ5099'SIDEWALK IN FRONT OF F. RICCAS GROCERY STORE.  2 FEET NW OF
 BJ5099'WATER HYDRANT.  26 FEET W OF CENTER LINE OF MAIN STREET AND
 BJ5099'76 FEET S OF RAILWAY.
 BJ5099'
 BJ5099'AN AZIMUTH MARK WAS SET IN THE TOP OF A SQUARE BLOCK OR POST
 BJ5099'OF CONCRETE AND STAMPED 1935, ABOUT 0.2 MILE N OF STATION,
 BJ5099'30 FEET E OF CENTER LINE OF DIRT STREET AND ABOUT 200 FEET
 BJ5099'W OF CHURCH.  THE MARK PROJECTS 5 INCHES.
 BJ5099'
 BJ5099'LIGHTS 126 FEET ABOVE STATIONS BLANCHARD AND PLAQUEMINE COME
 BJ5099'INTO VIEW 90 FEET ABOVE THIS STATION.
 BJ5099'
 BJ5099'LIGHTS 126 FEET ABOVE STATION PLAQUEMINE MAGNETIC COME INTO
 BJ5099'VIEW 103 FEET ABOVE THIS STATION.
 BJ5099
 BJ5099                          STATION RECOVERY (1955)
 BJ5099
 BJ5099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ5099'THE STATION WAS VISITED ON APRIL 28, 1955.  THE STATION,
 BJ5099'AZIMUTH MARK, AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 BJ5099'REFERENCE MARK 1 WAS DESTROYED.  THE AZIMUTH MARK IS VISIBLE
 BJ5099'FROM THE STATION.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 BJ5099'DATE.  A NEW DESCRIPTION FOLLOWS--
 BJ5099'
 BJ5099'THE STATION IS LOCATED IN THE S SECTION OF WHITECASTLE, ABOUT
 BJ5099'0.15 MI. E OF THE TEXAS AND PACIFIC RAILWAY STATION, AND ON
 BJ5099'PROPERTY OWNED BY I.M. GOUTHIER AND LEASED BY THE WHITECASTLE
 BJ5099'LUMBER CO. FOR A LOT TO STORE LUMBER ON.  IT IS 69.5 FT. S
 BJ5099'OF THE S RAIL OF A PASSING TRACK, 62.5 FT. S OF A SWITCH STAND,
 BJ5099'15.5 FT. S OF THE CENTER OF AN E-W STREET PARALLELING THE
 BJ5099'TRACK, 80 FT. SW OF A TELEGRAPH POLE NEAR THE T-INTERSECTION
 BJ5099'OF TWO DITCHES, 57 FT. SE OF A TELEGRAPH POLE, 186 FT. E OF
 BJ5099'THE NE CORNER OF THE WHITECASTLE LUMBER CO. STORAGE SHED,
 BJ5099'AND ABOUT 300 FT. E-NE OF THE WHITECASTLE MUNICIPAL WATER
 BJ5099'TANK.  IT IS A STANDARD DISK, STAMPED WHITECASTLE 1929 AND
 BJ5099'SET FLUSH WITH THE GROUND.
 BJ5099'
 BJ5099'REFERENCE MARK 2 IS 515.7 FT. W-NW OF THE STATION, IN FRONT
 BJ5099'OF THE ENGALIOS GROCERY STORE, 2 FT. NW OF A FIRE HYDRANT,
 BJ5099'26 FT. W OF MAIN STREET, AND 76 FT. S OF THE RAILROAD TRACKS.
 BJ5099'IT IS A STANDARD DISK, STAMPED WHITECASTLE NO 2 1929 AND
 BJ5099'SET IN A DRILL HOLE IN THE E EDGE OF THE SIDEWALK IN FRONT
 BJ5099'OF THE STORE.
 BJ5099'
 BJ5099'REFERENCE MARK 3 IS 46.64 FT. N OF THE STATION, BETWEEN THE
 BJ5099'RAILROAD TRACK AND THE E-W ROAD, 23 FT. S OF THE S RAIL OF
 BJ5099'THE TRACK, 16 FT. S OF A SWITCH STAND, 31 FT. N OF THE
 BJ5099'CENTER OF AN E-W ROAD, 36 FT. E OF A TELEGRAPH POLE, AND
 BJ5099'75 FT. W OF THE TELEGRAPH POLE AT THE T-INTERSECTION OF
 BJ5099'TWO DITCHES.  IT IS A STANDARD DISK, STAMPED WHITECASTLE
 BJ5099'NO 3 1929 AND PROJECTING 6 IN.
 BJ5099'
 BJ5099'THE AZIMUTH MARK IS 0.2 MI. N OF THE STATION, ABOUT 200 FT.
 BJ5099'NW OF A CHURCH, IN THE SE ANGLE OF A CROSS STREET,
 BJ5099'AND ACROSS THE STREET FROM LATINOS STORE.  IT IS 21 FT. E OF
 BJ5099'THE CENTERLINE OF A N-S STREET, 25 FT. S OF THE CENTERLINE
 BJ5099'OF AN E-W STREET, 4 FT. S OF THE S EDGE OF A SIDEWALK, 10 FT.
 BJ5099'S OF A TELEPHONE POLE, AND 4 FT. E OF A DITCH.  IT IS A
 BJ5099'STANDARD REFERENCE MARK DISK, STAMPED WHITECASTLE AZIMUTH
 BJ5099'1935 AND PROJECTING 6 IN.
 BJ5099
 BJ5099                          STATION RECOVERY (1968)
 BJ5099
 BJ5099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BJ5099'THE STATION WAS VISITED 1-13-69 AND REFERENCE MARK NO. 3 AND
 BJ5099'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION
 BJ5099'SURFACE AND SUB-SURFACE MARK WERE FOUND UPROOTED AND DESTROYED
 BJ5099'BY THE EXCAVATION FOR A NEW SEWERAGE SYSTEM.  REFERENCE MARK
 BJ5099'NO. 2 HAD BEEN DESTROYED PREVIOUSLY WHEN THE SIDE WALK HAD
 BJ5099'BEEN REPLACED WITH A NEW ONE.  THE STATION WAS RECONSTRUCTED
 BJ5099'FROM THE DISTANCE FROM REFERENCE MARK NO. 3 AND THE AZIMUTH
 BJ5099'TO THE AZIMUTH MARK.  THEN A NEW STATION WHITECASTLE 2 1969
 BJ5099'WAS ESTABLISHED 12.14 FEET SOUTH-SOUTHWEST OF THE STATION.
 BJ5099'REFERENCE MARK NO. 3 WAS USED AS A REFERENCE MARK FOR THE
 BJ5099'NEW STATION AND REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS
 BJ5099'DATE.  A NEW AZIMUTH WAS ESTABLISHED FOR THE STATION.
 BJ5099'
 BJ5099'SEE DESCRIPTION FOR STATION WHITECASTLE 2 1969.
 BJ5099'
 BJ5099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WHITECASTLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5100 ***********************************************************************
 BJ5100  DESIGNATION -  WHITECASTLE 1929 RM 3
 BJ5100  PID         -  BJ5100
 BJ5100  STATE/COUNTY-  LA/IBERVILLE
 BJ5100  USGS QUAD   -  WHITE CASTLE (1992)
 BJ5100
 BJ5100                         *CURRENT SURVEY CONTROL
 BJ5100  ___________________________________________________________________
 BJ5100* NAD 83(1992)-  30 10 10.03240(N)    091 08 42.95655(W)     ADJUSTED  
 BJ5100* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BJ5100  **This station is located in a subsidence area (see below).
 BJ5100  ___________________________________________________________________
 BJ5100  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5100  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ5100
 BJ5100  HORZ ORDER  -  SECOND
 BJ5100
 BJ5100.The horizontal coordinates were established by classical geodetic methods
 BJ5100.and adjusted by the National Geodetic Survey in January 1993..
 BJ5100
 BJ5100 ** The orthometric height has not been validated since last determined
 BJ5100 ** by differential leveling and should not be used for control purposes.
 BJ5100 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5100 ** area with valid NAVD 88 orthometric heights.
 BJ5100 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5100 ** epoch indicated which incorporates improved geoid heights for the
 BJ5100 ** Southern Louisiana Subsidence area.
 BJ5100 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5100.The orthometric height was scaled from a topographic map.
 BJ5100
 BJ5100.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5100
 BJ5100.The geoid height was determined by GEOID03.
 BJ5100
 BJ5100;                    North         East     Units Scale Factor Converg.
 BJ5100;SPC LA S     -   185,064.480 1,018,113.762   MT  0.99993006   +0 05 38.5
 BJ5100;SPC LA S     -   607,165.71  3,340,261.57   sFT  0.99993006   +0 05 38.5
 BJ5100;UTM  15      - 3,339,015.467   678,595.685   MT  0.99999353   +0 55 56.5
 BJ5100
 BJ5100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5100!SPC LA S     -   1.00000329  x   0.99993006  =   0.99993335
 BJ5100!UTM  15      -   1.00000329  x   0.99999353  =   0.99999682
 BJ5100
 BJ5100                          SUPERSEDED SURVEY CONTROL
 BJ5100
 BJ5100  NAD 83(1986)-  30 10 10.05112(N)    091 08 42.95578(W) AD(       ) 2
 BJ5100  NAD 27      -  30 10 09.34540(N)    091 08 42.58274(W) AD(       ) 2
 BJ5100
 BJ5100.Superseded values are not recommended for survey control.
 BJ5100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5100.See file dsdata.txt to determine how the superseded data were derived.
 BJ5100
 BJ5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7859639015(NAD 83)
 BJ5100_MARKER: W = UNMONUMENTED
 BJ5100_SETTING: 0 = UNSPECIFIED SETTING
 BJ5100
 BJ5100  HISTORY     - Date     Condition        Report By
 BJ5100  HISTORY     - 1929     MONUMENTED       CGS
 BJ5100  HISTORY     - 1982     GOOD             LADH
 BJ5100
 BJ5100                          STATION DESCRIPTION
 BJ5100
 BJ5100'DESCRIBED BY LA DEPT OF HIGHWAYS 1982 (DT)
 BJ5100'WHITE CASTLE NO. 3 RECOVERED GOOD. (MARK IS 4 INCHES BELOW GROUND).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5098 ***********************************************************************
 BJ5098  DESIGNATION -  WHITECASTLE 2
 BJ5098  PID         -  BJ5098
 BJ5098  STATE/COUNTY-  LA/IBERVILLE
 BJ5098  USGS QUAD   -  WHITE CASTLE (1992)
 BJ5098
 BJ5098                         *CURRENT SURVEY CONTROL
 BJ5098  ___________________________________________________________________
 BJ5098* NAD 83(1992)-  30 10 09.47117(N)    091 08 43.12180(W)     ADJUSTED  
 BJ5098* NAVD 88     -         6.   **(meters)      20.   **(feet)  SCALED    
 BJ5098  **This station is located in a subsidence area (see below).
 BJ5098  ___________________________________________________________________
 BJ5098  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5098  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ5098
 BJ5098  HORZ ORDER  -  SECOND
 BJ5098
 BJ5098.The horizontal coordinates were established by classical geodetic methods
 BJ5098.and adjusted by the National Geodetic Survey in January 1993..
 BJ5098
 BJ5098 ** The orthometric height has not been validated since last determined
 BJ5098 ** by differential leveling and should not be used for control purposes.
 BJ5098 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5098 ** area with valid NAVD 88 orthometric heights.
 BJ5098 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5098 ** epoch indicated which incorporates improved geoid heights for the
 BJ5098 ** Southern Louisiana Subsidence area.
 BJ5098 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5098.The orthometric height was scaled from a topographic map.
 BJ5098
 BJ5098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5098
 BJ5098.The geoid height was determined by GEOID03.
 BJ5098
 BJ5098;                    North         East     Units Scale Factor Converg.
 BJ5098;SPC LA S     -   185,047.192 1,018,109.369   MT  0.99993005   +0 05 38.4
 BJ5098;SPC LA S     -   607,109.00  3,340,247.15   sFT  0.99993005   +0 05 38.4
 BJ5098;UTM  15      - 3,338,998.115   678,591.545   MT  0.99999351   +0 55 56.4
 BJ5098
 BJ5098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5098!SPC LA S     -   1.00000329  x   0.99993005  =   0.99993334
 BJ5098!UTM  15      -   1.00000329  x   0.99999351  =   0.99999680
 BJ5098
 BJ5098|---------------------------------------------------------------------|
 BJ5098| PID    Reference Object                     Distance      Geod. Az  |
 BJ5098|                                                           dddmmss.s |
 BJ5098| BJ5100 WHITECASTLE 1929 RM 3                17.839 METERS 01421     |
 BJ5098| CW1639 WHITECASTLE AZ MK                                  0195730.1 |
 BJ5098| BJ5101 WHITECASTLE ECC                       3.703 METERS 02435     |
 BJ5098| CW1642 WHITECASTLE 2 RM 4                   18.523 METERS 10912     |
 BJ5098| BJ5097 WHITECASTLE WATER TANK              112.408 METERS 26359     |
 BJ5098|---------------------------------------------------------------------|
 BJ5098
 BJ5098                          SUPERSEDED SURVEY CONTROL
 BJ5098
 BJ5098  NAD 83(1986)-  30 10 09.48995(N)    091 08 43.12100(W) AD(       ) 2
 BJ5098  NAD 27      -  30 10 08.78413(N)    091 08 42.74800(W) AD(       ) 2
 BJ5098
 BJ5098.Superseded values are not recommended for survey control.
 BJ5098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5098.See file dsdata.txt to determine how the superseded data were derived.
 BJ5098
 BJ5098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7859238998(NAD 83)
 BJ5098_MARKER: DS = TRIANGULATION STATION DISK
 BJ5098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5098
 BJ5098  HISTORY     - Date     Condition        Report By
 BJ5098  HISTORY     - 1969     MONUMENTED       CGS
 BJ5098
 BJ5098                          STATION DESCRIPTION
 BJ5098
 BJ5098'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BJ5098'THE STATION IS LOCATED IN THE SOUTH SECTION OF WHITECASTLE,
 BJ5098'ABOUT 0.15 MILE EAST OF THE TEXAS AND PACIFIC RAILWAY STATION,
 BJ5098'ON THE PROPERTY OF THE WHITE CASTLE LUMBER CO., SOUTH OF
 BJ5098'SOUTH RAILROAD STREET AND THE RAILROAD TRACKS BETWEEN GRAHAM
 BJ5098'AND WILLOW STREETS.  IT IS 159 FEET EAST OF THE CENTERLINE OF
 BJ5098'GRAHAM STREET, 141 FEET WEST OF THE CENTERLINE OF WILLOW
 BJ5098'STREET, 95 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, 21
 BJ5098'FEET SOUTH OF THE CENTER OF SOUTH RAILROAD STREET, 11 FEET
 BJ5098'WEST OF THE PROJECTED PLANE OF THE WEST SIDE OF THE SIDE
 BJ5098'WALK ON THE WEST SIDE OF WEST PRESERVATION STREET NORTH
 BJ5098'OF THE TRACKS, 31 FEET WEST OF THE CENTER OF THE METAL GATE
 BJ5098'TO LUMBER YARD, 2 FEET NORTH OF A FENCE, AND 1 FOOT SE OF
 BJ5098'A METAL WITNESS POST.  IT IS A TRIANGULATION STATION
 BJ5098'DISK, STAMPED WHITE CASTLE 2 1969, PROJECTING 3 INCHES.
 BJ5098'
 BJ5098'REFERENCE MARK NO. 3 IS 58.51 FEET NNE OF THE STATION, 37
 BJ5098'FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, 17 FEET SSE OF
 BJ5098'A SWITCH STAND 34 FEET EAST OF A POWER POLE, 38 FEET NORTH
 BJ5098'OF THE CENTER OF SOUTH RAILROAD STREET AND 1 FOOT NORTH OF
 BJ5098'A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BJ5098'WHITECASTLE NO 3 1929, PROJECTING 3 INCHES
 BJ5098'
 BJ5098'REFERENCE MARK NO. 4 IS 60.77 FEET ESE OF THE STATION, 23
 BJ5098'FEET SOUTH OF THE CENTER OF SOUTH RAILROAD STREET, 90 FEET
 BJ5098'SOUTH OF THE SOUTH RAIL OF THE TRACKS, 2 FEET WEST OF THE
 BJ5098'WEST END OF A METAL GATE, AND 1 FOOT WEST OF A METAL WITNESS
 BJ5098'POST, AND 1 FOOT NORTH OF A CYCLONE FENCE AT THE NORTH EDGE
 BJ5098'OF THE LUMBER YARD.  IT IS A REFERENCE MARK DISK, STAMPED
 BJ5098'WHITECASTLE 2 NO 4 1969, PROJECTING 3 INCHES.
 BJ5098'
 BJ5098'THE AZIMUTH MARK IS 0.2 MILE NNE OF THE STATION, ABOUT 200
 BJ5098'FEET NW OF A CHURCH, ACROSS THE STREET FROM LATINES
 BJ5098'GROCERY STORE, IN THE SE ANGLE OF A CROSS STREET, 21 FEET
 BJ5098'E. OF THE CENTER OF WEST PRESERVATION STREET, 25 FEET SOUTH
 BJ5098'OF THE CENTER OF FOURTH STREET, 4 FEET SOUTH OF THE SOUTH
 BJ5098'EDGE OF A SIDEWALK, 10 FEET SOUTH OF A TELEPHONE POLE, AT
 BJ5098'THE EAST EDGE OF A DITCH.  IT IS AN AZIMUTH MARK DISK STAMPED
 BJ5098'WHITECASTLE AZIMUTH 1935, PROJECTING 6 INCHES
 BJ5098'
 BJ5098'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST 1 BLOCK,
 BJ5098'TURN LEFT, CROSS RAILROAD TRACKS, TURN LEFT AND GO 1 BLOCK
 BJ5098'TO WEST PRESERVATION STREET, TURN RIGHT AND GO NORTH FOR
 BJ5098'0.2 MILE TO FOURTHSTREET AND THE MARK ON THE RIGHT.
 BJ5098'
 BJ5098'AZIMUTH MARK 2 IS 0.3 MILE NORTH OF THE STATION, ON PROPERTY
 BJ5098'OWNED BY MR. RED REGAUSA, ON THE SOUTH SIDE OF THE LEVEE,
 BJ5098'35 FEET SOUTH OF THE TOE OF THE LEVEE, 35 FEET EAST OF THE
 BJ5098'PROJECTED PLANE OF THE EAST WALL OF A LARGE WHITE HOUSE,
 BJ5098'132 FEET SOUTH OF MILE POST 5850 ON THE LEVEE 96 FEET NORTHWEST
 BJ5098'OF THE CENTER OF THE STREET, 5 FEET EAST OF THE NORTHEAST
 BJ5098'CORNER OF THE GARAGE, 28 FEET SOUTH-SOUTHWEST OF AN 18-INCH
 BJ5098'WILLOW TREE, AND 10 FEET EAST OF THE PROJECTED CENTER OF WEST
 BJ5098'PRESERVATION STREET.  IT IS AN AZIMUTH MARK DISK, STAMPED
 BJ5098'WHITE CASTLE 2 1969, FLUSH WITH THE GROUND.
 BJ5098'
 BJ5098'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON SOUTH
 BJ5098'RAILROAD STREET FOR 0.1 MILE TO BOWIE STREET, TURN RIGHT AND
 BJ5098'CROSS RAILROAD TRACKS AND GO NORTH 0.3 MILE TO LEVEE AND
 BJ5098'TURN RIGHT ON STATE ROAD 405 FOR 0.1 MILE TO WEST PRESERVATION
 BJ5098'STREET ON THE RIGHT AND THE MARK ON THE LEFT AT THE NORTHEAST
 BJ5098'CORNER OF A SMALL WHITE GARAGE IN THE YARD OF A LARGE WHITE
 BJ5098'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1703 ***********************************************************************
 BX1703  DESIGNATION -  WHITE=M 12
 BX1703  PID         -  BX1703
 BX1703  STATE/COUNTY-  LA/NATCHITOCHES
 BX1703  USGS QUAD   -  ROBELINE (1988)
 BX1703
 BX1703                         *CURRENT SURVEY CONTROL
 BX1703  ___________________________________________________________________
 BX1703* NAD 83(1992)-  31 40 43.57481(N)    093 16 17.61090(W)     ADJUSTED  
 BX1703* NAVD 88     -        72.36   (+/-2cm)     237.4    (feet)  VERTCON   
 BX1703  ___________________________________________________________________
 BX1703  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 BX1703  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1703
 BX1703  HORZ ORDER  -  FIRST
 BX1703  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1703
 BX1703.The horizontal coordinates were established by classical geodetic methods
 BX1703.and adjusted by the National Geodetic Survey in January 1993..
 BX1703
 BX1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1703.The vertical order pertains to the NGVD 29 superseded value.
 BX1703
 BX1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1703
 BX1703.The geoid height was determined by GEOID03.
 BX1703
 BX1703;                    North         East     Units Scale Factor Converg.
 BX1703;SPC LA N     -   130,956.615   926,846.191   MT  0.99992339   -0 24 28.5
 BX1703;SPC LA N     -   429,646.83  3,040,827.88   sFT  0.99992339   -0 24 28.5
 BX1703;UTM  15      - 3,504,862.792   474,260.773   MT  0.99960817   -0 08 33.4
 BX1703
 BX1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1703!SPC LA N     -   0.99999274  x   0.99992339  =   0.99991613
 BX1703!UTM  15      -   0.99999274  x   0.99960817  =   0.99960092
 BX1703
 BX1703:                Primary Azimuth Mark                     Grid Az
 BX1703:SPC LA N     -  DOVER                                    302 55 06.9
 BX1703:UTM  15      -  DOVER                                    302 39 11.8
 BX1703
 BX1703|---------------------------------------------------------------------|
 BX1703| PID    Reference Object                     Distance      Geod. Az  |
 BX1703|                                                           dddmmss.s |
 BX1703| BX2835 DOVER                               451.458 METERS 3023038.4 |
 BX1703| CV8620 WHITE RM                             15.729 METERS 33040     |
 BX1703|---------------------------------------------------------------------|
 BX1703
 BX1703                          SUPERSEDED SURVEY CONTROL
 BX1703
 BX1703  NAD 83(1986)-  31 40 43.58868(N)    093 16 17.60460(W) AD(       ) 1
 BX1703  NAD 27      -  31 40 42.98400(N)    093 16 16.98900(W) AD(       ) 1
 BX1703  NGVD 29 (??/??/??)   72.416  (m)          237.58   (f) ADJUSTED    1 2
 BX1703
 BX1703.Superseded values are not recommended for survey control.
 BX1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1703.See file dsdata.txt to determine how the superseded data were derived.
 BX1703
 BX1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7426104863(NAD 83)
 BX1703_MARKER: DS = TRIANGULATION STATION DISK
 BX1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1703_STAMPING: 237.634 WHITE M 12 1919
 BX1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1703+STABILITY: SURFACE MOTION
 BX1703
 BX1703  HISTORY     - Date     Condition        Report By
 BX1703  HISTORY     - 1919     MONUMENTED       CGS
 BX1703  HISTORY     - 1919     GOOD             CGS
 BX1703  HISTORY     - 1935     GOOD             CGS
 BX1703  HISTORY     - 1943     GOOD             USE
 BX1703  HISTORY     - 20010924 MARK NOT FOUND   USPSQD
 BX1703
 BX1703                          STATION DESCRIPTION
 BX1703
 BX1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BX1703'STATION IS ABOUT 2-1/4 MILES W OF VICTORIA, ON SECOND CURVE
 BX1703'OF TEXAS AND PACIFIC RAILWAY, E OF ROBELINE, 10-1/2 TELEPHONE
 BX1703'POLES E OF MILEPOST NO. 251 AND 8.15 METERS (26.7 FEET) N OF
 BX1703'CENTER LINE OF MAIN TRACK.
 BX1703'
 BX1703'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX1703'DISKS SET IN CONCRETE.
 BX1703'
 BX1703'REFERENCE MARK IS 15.729 METERS (51.60 FEET) FROM STATION,
 BX1703'N 29 DEG 20 MIN W.
 BX1703
 BX1703                          STATION RECOVERY (1919)
 BX1703
 BX1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BX1703'2.25 MI SE FROM VICTORIA.
 BX1703'ABOUT 2-1/4 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 BX1703'THE STATION AT ROBELINE, NATCHITOCHES PARISH, 73.7 FEET NORTHEAST OF
 BX1703'THE NINTH POLE SOUTHEAST OF MILEPOST 251, AT THE MIDDLE OF A SHORT
 BX1703'TANGENT, ABOUT 1,780 FEET NORTHWEST OF A QUARRY SWITCH STAND, AND 24
 BX1703'FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 BX1703'TRIANGULATION-STATION DISK, STAMPED 237.634 WHITE M 12 1919 AND SET IN
 BX1703'THE TOP OF A CONCRETE POST.
 BX1703
 BX1703                          STATION RECOVERY (1935)
 BX1703
 BX1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1703'STATION AND REFERENCE RECOVERED, AS DESCRIBED IN GOOD CONDITION.
 BX1703'
 BX1703'THE STATION IS ABOUT 2-1/2 MILES W OF VICTORIA, ON SECOND
 BX1703'CURVE OF TEXAS AND PACIFIC RAILROAD, E OF ROBELINE ON N SIDE
 BX1703'OF RAILROAD, 24 FEET N OF N RAIL, 73.7 FEET N OF 9TH TELEGRAPH
 BX1703'POLE E OF MILEPOST NO. 251, 8.15 METERS (26.7 FEET) N OF CENTER
 BX1703'LINE OF MAIN TRACK.  STATION MARK IS STAMPED WHITE 1919.
 BX1703'
 BX1703'REFERENCE MARK NO. 1 (1919) IS 43.2 FEET N OF N RAIL.  STAMPED
 BX1703'WHITE 1919.
 BX1703'
 BX1703'REFERENCE MARK NO. 2 (1935) IS A STANDARD REFERENCE DISK SET IN
 BX1703'THE TOP OF A 14-BY 14-BY 30-INCH CONCRETE PIER, 43.7 FEET S
 BX1703'OF S RAIL, AND 11.75 FEET E OF 9TH TELEPHONE POLE E OF MILEPOST
 BX1703'NO. 251, 22.45 METERS (72.31 FEET) FROM STATION,         H
 BX1703'S 40 DEG 37 MIN 30 SEC W.   STAMPED WHITE 1935.
 BX1703'
 BX1703'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1 IS 31.20 METERS
 BX1703'(112.29 FEET) S 12 DEG 19 MIN 45 SEC W.
 BX1703'
 BX1703'TO REACH STATION, GO E ON RAILROAD TRACK ABOUT 1-1/2 MILES
 BX1703'FROM ROBELINE.  TO REACH FROM THE E FOLLOW THE RAILROAD TRACK
 BX1703'W ABOUT 3/4 MILE FROM ROAD CROSSING 3/4 MILE W OF VICTORIA.
 BX1703
 BX1703                          STATION RECOVERY (1943)
 BX1703
 BX1703'RECOVERY NOTE BY US ENGINEERS 1943
 BX1703'THE STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED IN
 BX1703'GOOD CONDITION AS DESCRIBED.
 BX1703
 BX1703                          STATION RECOVERY (2001)
 BX1703
 BX1703'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BX1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2617 ***********************************************************************
 BK2617  DESIGNATION -  WHITEVILLE UN GAS RAD KDQ MAST
 BK2617  PID         -  BK2617
 BK2617  STATE/COUNTY-  LA/EVANGELINE
 BK2617  USGS QUAD   -  WHITEVILLE (1992)
 BK2617
 BK2617                         *CURRENT SURVEY CONTROL
 BK2617  ___________________________________________________________________
 BK2617* NAD 83(1992)-  30 46 46.71442(N)    092 08 00.03696(W)     ADJUSTED  
 BK2617* NAVD 88     -                                                        
 BK2617  ___________________________________________________________________
 BK2617  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK2617  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2617
 BK2617  HORZ ORDER  -  THIRD
 BK2617
 BK2617.The horizontal coordinates were established by classical geodetic methods
 BK2617.and adjusted by the National Geodetic Survey in January 1993..
 BK2617
 BK2617
 BK2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2617
 BK2617.The geoid height was determined by GEOID03.
 BK2617
 BK2617;                    North         East     Units Scale Factor Converg.
 BK2617;SPC LA S     -   252,960.440   923,419.734   MT  1.00001791   -0 24 00.1
 BK2617;SPC LA S     -   829,921.04  3,029,586.24   sFT  1.00001791   -0 24 00.1
 BK2617;UTM  15      - 3,405,502.216   582,927.429   MT  0.99968483   +0 26 36.7
 BK2617
 BK2617                          SUPERSEDED SURVEY CONTROL
 BK2617
 BK2617  NAD 83(1986)-  30 46 46.73580(N)    092 08 00.03181(W) AD(       ) 4
 BK2617  NAD 27      -  30 46 46.03175(N)    092 07 59.58858(W) AD(       ) 3
 BK2617
 BK2617.Superseded values are not recommended for survey control.
 BK2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2617.See file dsdata.txt to determine how the superseded data were derived.
 BK2617
 BK2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ8292705502(NAD 83)
 BK2617_MARKER: 42 = RADIO/TV MAST
 BK2617
 BK2617  HISTORY     - Date     Condition        Report By
 BK2617  HISTORY     - 1969     FIRST OBSERVED   CGS
 BK2617
 BK2617                          STATION DESCRIPTION
 BK2617
 BK2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2617'THE RED LIGHT ON TOP OF THE RADIO MAST OF THE WHITEVILLE
 BK2617'UNITED GAS COMPANY.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR
 BK2617'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE,
 BK2617'AND IS ABOUT 275 FEET TALL.  IT IS ABOUT 10 MILES NORTH AND
 BK2617'NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 182 AND 10 AT BEGGS
 BK2617'AND 250 FEET NORTH OF THE CENTER OF HIGHWAY 182, AND NEAR THE
 BK2617'VILLAGE OF WHITEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH2819 ***********************************************************************
 BH2819  DESIGNATION -  WHYNOT
 BH2819  PID         -  BH2819
 BH2819  STATE/COUNTY-  LA/ORLEANS
 BH2819  USGS QUAD   -  CHEF MENTEUR (1994)
 BH2819
 BH2819                         *CURRENT SURVEY CONTROL
 BH2819  ___________________________________________________________________
 BH2819* NAD 83(1992)-  30 04 39.45118(N)    089 51 22.88530(W)     ADJUSTED  
 BH2819* NAVD 88     -         3.4  **(meters)      11.   **(feet)  VERTCON   
 BH2819  **This station is located in a subsidence area (see below).
 BH2819  ___________________________________________________________________
 BH2819  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH2819  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BH2819
 BH2819  HORZ ORDER  -  FIRST
 BH2819
 BH2819.The horizontal coordinates were established by classical geodetic methods
 BH2819.and adjusted by the National Geodetic Survey in May 1994..
 BH2819
 BH2819 ** The orthometric height has not been validated since last determined
 BH2819 ** by differential leveling and should not be used for control purposes.
 BH2819 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BH2819 ** area with valid NAVD 88 orthometric heights.
 BH2819 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2819 ** epoch indicated which incorporates improved geoid heights for the
 BH2819 ** Southern Louisiana Subsidence area.
 BH2819 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2819
 BH2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2819
 BH2819.The geoid height was determined by GEOID03.
 BH2819
 BH2819;                    North         East     Units Scale Factor Converg.
 BH2819;SPC LA S     -   175,788.408 1,142,382.520   MT  0.99992664   +0 44 18.6
 BH2819;SPC LA S     -   576,732.47  3,747,966.65   sFT  0.99992664   +0 44 18.6
 BH2819;UTM  16      - 3,330,828.281   224,668.465   MT  1.00053538   -1 25 56.8
 BH2819
 BH2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2819!SPC LA S     -   1.00000360  x   0.99992664  =   0.99993024
 BH2819!UTM  16      -   1.00000360  x   1.00053538  =   1.00053898
 BH2819
 BH2819|---------------------------------------------------------------------|
 BH2819| PID    Reference Object                     Distance      Geod. Az  |
 BH2819|                                                           dddmmss.s |
 BH2819| DD9261 WHYNOT RM 1                           9.788 METERS 17046     |
 BH2819| DD9260 WHYNOT AZ MK                                       3503702.8 |
 BH2819| DD9262 WHYNOT RM 2                          10.768 METERS 35056     |
 BH2819|---------------------------------------------------------------------|
 BH2819
 BH2819                          SUPERSEDED SURVEY CONTROL
 BH2819
 BH2819  NAD 83(1992)-  30 04 39.45112(N)    089 51 22.88514(W) AD(       ) 1
 BH2819  NAD 83(1986)-  30 04 39.46436(N)    089 51 22.88160(W) AD(       ) 1
 BH2819  NAD 27      -  30 04 38.74673(N)    089 51 22.64761(W) AD(       ) 1
 BH2819  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 BH2819
 BH2819.Superseded values are not recommended for survey control.
 BH2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2819.See file dsdata.txt to determine how the superseded data were derived.
 BH2819
 BH2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2466830828(NAD 83)
 BH2819_MARKER: DS = TRIANGULATION STATION DISK
 BH2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2819+STABILITY: SURFACE MOTION
 BH2819
 BH2819  HISTORY     - Date     Condition        Report By
 BH2819  HISTORY     - 1972     MONUMENTED       NGS
 BH2819
 BH2819                          STATION DESCRIPTION
 BH2819
 BH2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BH2819'NO MEASUREMENT BETWEEN RMS BECAUSE OF THE ANGLE.
 BH2819'
 BH2819'5 KGS. TENSION ON ALL MEASUREMENTS.
 BH2819'
 BH2819'THE STATION IS ABOUT 16.5 MILES EAST-NORTHEAST OF NEW ORLEANS, 14.5
 BH2819'MILES SOUTH-SOUTHWEST OF SLIDELL, AND 11.5 MILES NORTHEAST OF
 BH2819'CHALMETTE.  IT IS ON A LEVEE OWNED BY THE ORLEANS PARRISH LEVEE
 BH2819'BOARD, 418 ROYAL ST., NEW ORLEANS, LOUISIANA, AND IN SECTION 1, T 11
 BH2819'S, R 13 E.
 BH2819'
 BH2819'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 90 AND 11,
 BH2819'ABOUT 11.5 MILES NORTHEAST OF CHALMETTE, GO NORTHEASTERLY 0.4 MILE
 BH2819'ON U. S. HIGHWAY 90 TO THE ORLEANS PARRISH LEVEE, AND THE STATION TO
 BH2819'THE LEFT ON THE LEVEE.  IT IS NECESSARY TO GO OFF OF THE LEVEE TO
 BH2819'GET AROUND A GAS PIPE ON TOP OF THE LEVEE, AND THEN THRU A
 BH2819'LOCKED GATE ON TOP OF THE LEVEE TO GET TO THE STATION, ALL OF THIS
 BH2819'TAKING PLACE WITHIN ABOUT 300 FEET OF U. S. HIGHWAY 90.
 BH2819'
 BH2819'STATION MARK IS A STANDARD DISK STAMPED WHYNOT 1972.  THE SURFACE
 BH2819'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BH2819'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 98 FEET
 BH2819'NORTH-NORTHWEST OF A METAL WITNESS POST AND CABLE GATE ACROSS THE
 BH2819'TOP OF THE LEVEE AND SET MIDWAY BETWEEN THE TRACK MARKS OF THE TRACK
 BH2819'ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 BH2819'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BH2819'
 BH2819'REFERENCE MARK 1, A STANDARD DISK STAMPED WHYNOT NO 1 1972 IS SET IN
 BH2819'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BH2819'BELOW THE GROUND SURFACE.  IT IS 66 FEET NORTH-NORTHWEST OF A METAL
 BH2819'WITNESS POST AND CABLE GATE ACROSS THE TOP OF THE LEVEE AND SET
 BH2819'MIDWAY BETWEEN THE TRACK MARKS OF THE TRACK ROAD ON TOP OF THE LEVEE.
 BH2819'
 BH2819'REFERENCE MARK 2, A STANDARD DISK STAMPED WHYNOT NO 2 1972 IS SET IN
 BH2819'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH
 BH2819'BELOW THE GROUND SURFACE.  IT IS 134 FEET NORTH-NORTHWEST OF A
 BH2819'METAL WITNESS POST AND CABLE GATE ACROSS THE TOP OF THE LEVEE AND
 BH2819'SET MIDWAY BETWEEN THE TRACK MARKS OF THE TRACK ROAD ON TOP OF THE
 BH2819'LEVEE.
 BH2819'
 BH2819'THE AZIMUTH MARK, A STANDARD DISK STAMPED WHYNOT 1972, IS SET IN THE
 BH2819'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BH2819'THE GROUND SURFACE.  IT IS MIDWAY BETWEEN THE TRACK MARKS OF THE
 BH2819'TRACK ROAD ON TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1828 ***********************************************************************
 CP1828  DESIGNATION -  WIGGINS BOLT
 CP1828  PID         -  CP1828
 CP1828  STATE/COUNTY-  LA/FRANKLIN
 CP1828  USGS QUAD   -  WINNSBORO (1983)
 CP1828
 CP1828                         *CURRENT SURVEY CONTROL
 CP1828  ___________________________________________________________________
 CP1828* NAD 83(1986)-  32 13 29.     (N)    091 44 05.     (W)     SCALED    
 CP1828* NAVD 88     -        21.19   (+/-2cm)      69.5    (feet)  VERTCON   
 CP1828  ___________________________________________________________________
 CP1828  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP1828
 CP1828  VERT ORDER  -  ? (See Below)
 CP1828
 CP1828.The horizontal coordinates were scaled from a topographic map and have
 CP1828.an estimated accuracy of +/- 6 seconds.
 CP1828
 CP1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1828.The vertical order pertains to the NGVD 29 superseded value.
 CP1828
 CP1828.The geoid height was determined by GEOID03.
 CP1828
 CP1828;                    North         East    Units  Estimated Accuracy
 CP1828;SPC LA N     -   191,480.    1,072,130.      MT  (+/- 180 meters Scaled)
 CP1828
 CP1828                          SUPERSEDED SURVEY CONTROL
 CP1828
 CP1828  NGVD 29 (??/??/92)   21.209  (m)           69.58   (f) ADJ UNCH    ?  
 CP1828
 CP1828.Superseded values are not recommended for survey control.
 CP1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1828.See file dsdata.txt to determine how the superseded data were derived.
 CP1828
 CP1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR192660(NAD 83)
 CP1828_MARKER: B = BOLT
 CP1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1828_SP_SET: STONE
 CP1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1828+STABILITY: SURFACE MOTION
 CP1828
 CP1828  HISTORY     - Date     Condition        Report By
 CP1828  HISTORY     - UNK      MONUMENTED       DOD
 CP1828  HISTORY     - 1934     GOOD             DOD
 CP1828
 CP1828                          STATION DESCRIPTION
 CP1828
 CP1828'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1828'2.5 MI S FROM BASKIN.
 CP1828'2.5 MILES SOUTH ALONG STATE HIGHWAY 15 FROM BASKIN, FRANKLIN PARISH,
 CP1828'ABOUT 385 FEET SOUTHWEST OF A BRIDGE, 163 FEET NORTHWEST OF POLE
 CP1828'E4-1136, ABOUT 150 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AT
 CP1828'A POINT OPPOSITE A MISSOURI PACIFIC RAILROAD CROSSING, AT A FENCE
 CP1828'CORNER IN FRONT OF THE T.J. WIGGINS RESIDENCE, AND 104 FEET EAST OF A
 CP1828'BLAZED STUMP.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET
 CP1828'UNDER GROUND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 CP1828'ABOUT 6 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.S.
 CP1828'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1827 ***********************************************************************
 CP1827  DESIGNATION -  WIGGINS CAP
 CP1827  PID         -  CP1827
 CP1827  STATE/COUNTY-  LA/FRANKLIN
 CP1827  USGS QUAD   -  WINNSBORO (1983)
 CP1827
 CP1827                         *CURRENT SURVEY CONTROL
 CP1827  ___________________________________________________________________
 CP1827* NAD 83(1986)-  32 13 29.     (N)    091 44 05.     (W)     SCALED    
 CP1827* NAVD 88     -        22.43   (+/-2cm)      73.6    (feet)  VERTCON   
 CP1827  ___________________________________________________________________
 CP1827  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP1827
 CP1827  VERT ORDER  -  ? (See Below)
 CP1827
 CP1827.The horizontal coordinates were scaled from a topographic map and have
 CP1827.an estimated accuracy of +/- 6 seconds.
 CP1827
 CP1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1827.The vertical order pertains to the NGVD 29 superseded value.
 CP1827
 CP1827.The geoid height was determined by GEOID03.
 CP1827
 CP1827;                    North         East    Units  Estimated Accuracy
 CP1827;SPC LA N     -   191,480.    1,072,130.      MT  (+/- 180 meters Scaled)
 CP1827
 CP1827                          SUPERSEDED SURVEY CONTROL
 CP1827
 CP1827  NGVD 29 (??/??/92)   22.452  (m)           73.66   (f) ADJ UNCH    ?  
 CP1827
 CP1827.Superseded values are not recommended for survey control.
 CP1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1827.See file dsdata.txt to determine how the superseded data were derived.
 CP1827
 CP1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR192660(NAD 83)
 CP1827_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1827_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1827_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1827
 CP1827  HISTORY     - Date     Condition        Report By
 CP1827  HISTORY     - UNK      MONUMENTED       DOD
 CP1827  HISTORY     - 1934     GOOD             DOD
 CP1827
 CP1827                          STATION DESCRIPTION
 CP1827
 CP1827'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1827'2.5 MI S FROM BASKIN.
 CP1827'2.5 MILES SOUTH ALONG STATE HIGHWAY 15 FROM BASKIN, FRANKLIN PARISH,
 CP1827'ABOUT 385 FEET SOUTHWEST OF A BRIDGE, 163 FEET NORTHWEST OF POLE
 CP1827'E4-1136, ABOUT 150 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AT
 CP1827'A POINT OPPOSITE A MISSOURI PACIFIC RAILROAD CROSSING, AT A FENCE
 CP1827'CORNER IN FRONT OF THE T.J. WIGGINS RESIDENCE, AND 104 FEET EAST OF A
 CP1827'BLAZED STUMP.  AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND AND
 CP1827'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2727 ***********************************************************************
 BK2727  DESIGNATION -  WIKOFF
 BK2727  PID         -  BK2727
 BK2727  STATE/COUNTY-  LA/ST LANDRY
 BK2727  USGS QUAD   -  CHURCH POINT (1983)
 BK2727
 BK2727                         *CURRENT SURVEY CONTROL
 BK2727  ___________________________________________________________________
 BK2727* NAD 83(1992)-  30 25 22.70511(N)    092 09 36.78071(W)     ADJUSTED  
 BK2727* NAVD 88     -        14.6  **(meters)      48.   **(feet)  VERTCON   
 BK2727  **This station is located in a subsidence area (see below).
 BK2727  ___________________________________________________________________
 BK2727  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK2727  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2727
 BK2727  HORZ ORDER  -  SECOND
 BK2727
 BK2727.The horizontal coordinates were established by classical geodetic methods
 BK2727.and adjusted by the National Geodetic Survey in January 1993..
 BK2727
 BK2727 ** The orthometric height has not been validated since last determined
 BK2727 ** by differential leveling and should not be used for control purposes.
 BK2727 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2727 ** area with valid NAVD 88 orthometric heights.
 BK2727 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2727 ** epoch indicated which incorporates improved geoid heights for the
 BK2727 ** Southern Louisiana Subsidence area.
 BK2727 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2727
 BK2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2727
 BK2727.The geoid height was determined by GEOID03.
 BK2727
 BK2727;                    North         East     Units Scale Factor Converg.
 BK2727;SPC LA S     -   213,439.143   920,562.033   MT  0.99995279   -0 24 48.4
 BK2727;SPC LA S     -   700,258.25  3,020,210.60   sFT  0.99995279   -0 24 48.4
 BK2727;UTM  15      - 3,365,955.079   580,650.875   MT  0.99968024   +0 25 31.0
 BK2727
 BK2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2727!SPC LA S     -   1.00000201  x   0.99995279  =   0.99995480
 BK2727!UTM  15      -   1.00000201  x   0.99968024  =   0.99968225
 BK2727
 BK2727:                Primary Azimuth Mark                     Grid Az
 BK2727:SPC LA S     -  OPELOUSAS SUP GAS KKB 883 MST            017 03 37.8
 BK2727:UTM  15      -  OPELOUSAS SUP GAS KKB 883 MST            016 13 18.4
 BK2727
 BK2727|---------------------------------------------------------------------|
 BK2727| PID    Reference Object                     Distance      Geod. Az  |
 BK2727|                                                           dddmmss.s |
 BK2727| BK2638 OPELOUSAS SUP GAS KKB 883 MST       APPROX.12.9 KM 0163849.4 |
 BK2727| BK2694 OPELOUSAS HUMBLE KKA 399 MAST       APPROX. 9.3 KM 0311354.5 |
 BK2727| CW1645 WIKOFF RM 1                          27.203 METERS 05328     |
 BK2727| BK2687 SUNSET NW MUN TANK                  APPROX. 9.0 KM 0980010.2 |
 BK2727| CW1647 WIKOFF RM 3                          62.743 METERS 18339     |
 BK2727| BK2729 CHURCH POINT MUN TANK               APPROX. 6.1 KM 2440124.8 |
 BK2727| CW1644 WIKOFF AZ MK 2                                     2614545.6 |
 BK2727| CW1643 WIKOFF AZ MK                                       2633112.9 |
 BK2727| CW1646 WIKOFF RM 2                          31.821 METERS 31834     |
 BK2727|---------------------------------------------------------------------|
 BK2727
 BK2727                          SUPERSEDED SURVEY CONTROL
 BK2727
 BK2727  NAD 83(1986)-  30 25 22.72510(N)    092 09 36.77509(W) AD(       ) 2
 BK2727  NAD 27      -  30 25 22.01017(N)    092 09 36.32956(W) AD(       ) 2
 BK2727  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 BK2727
 BK2727.Superseded values are not recommended for survey control.
 BK2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2727.See file dsdata.txt to determine how the superseded data were derived.
 BK2727
 BK2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8065165955(NAD 83)
 BK2727_MARKER: DS = TRIANGULATION STATION DISK
 BK2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK2727
 BK2727  HISTORY     - Date     Condition        Report By
 BK2727  HISTORY     - 1969     MONUMENTED       CGS
 BK2727  HISTORY     - 1972     GOOD             NGS
 BK2727
 BK2727                          STATION DESCRIPTION
 BK2727
 BK2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BK2727'THE STATION IS ABOUT 9 MILES SOUTHWEST OF OPELOUSAS, 3-1/2 MILES
 BK2727'NORTHEAST OF CHURCH POINT, 1-3/4 MILES SOUTH AND 1/2 MILE EAST OF
 BK2727'LEWISBURG, AT THE JUNCTION OF STATE HIGHWAYS 357 AND 178, IN THE
 BK2727'SOUTH ANGLE OF THE INTERSECTION ON PROPERTY OWNED BY MR. EARLY
 BK2727'BABINWAUX.
 BK2727'
 BK2727'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH POINT, GO
 BK2727'SOUTHEAST ON STATE HIGHWAY 35 FOR 0.3 MILE TO A CROSS STREET.  TURN
 BK2727'LEFT AND GO NORTHEAST AND EAST ON STATE HIGHWAY 178 FOR 4.2 MILES
 BK2727'TO THE JUNCTION OF STATE HIGHWAYS 357 AND 178 AND THE STATION ON
 BK2727'THE RIGHT.
 BK2727'
 BK2727'THE STATION MARK IS A STANDARD DISK STAMPED WIKOFF 1969, SET IN THE
 BK2727'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BK2727'THE SURFACE OF THE GROUND.  IT IS 68 FEET SOUTHWEST OF THE CENTER
 BK2727'OF HIGHWAY 178, 63 FEET SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY
 BK2727'178, 53.5 FEET WEST-SOUTHWEST OF THE NORTH EDGE OF A CONCRETE
 BK2727'CULVERT, 26.5 FEET SOUTHEAST OF A CORNER FENCE POST AND 2.7 FEET
 BK2727'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BK2727'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 BK2727'GROUND.
 BK2727'
 BK2727'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WIKOFF NO 1 1969,
 BK2727'CEMENTED IN A DRILL HOLE IN THE CONCRETE HEADWALL OF A CULVERT.  IT
 BK2727'IS 19.5 FEET NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 178 AND
 BK2727'ABOUT 18 INCHES BELOW THE HIGHWAY.
 BK2727'
 BK2727'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WIKOFF NO 2 1969, SET IN
 BK2727'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BK2727'WITH THE SURFACE OF THE GROUND.  IT IS 41 FEET NORTHWEST OF THE
 BK2727'CENTER OF HIGHWAY 178, 20 FEET NORTHEAST OF THE CENTER OF A
 BK2727'DRIVEWAY, 10 FEET SOUTH-SOUTHEAST OF A GAS METER AND 9 FEET
 BK2727'SOUTHWEST OF A CORNER FENCE POST.
 BK2727'
 BK2727'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WIKOFF 1969, CEMENTED IN
 BK2727'A DRILL HOLE IN THE CONCRETE HEADWALL OF A CULVERT.  IT IS 23 FEET
 BK2727'EAST OF THE CENTER OF A DRIVEWAY, 17 FEET SOUTH OF THE CENTER OF
 BK2727'HIGHWAY 178, 2 FEET EAST OF A METAL WITNESS POST AND NEAR THE WEST
 BK2727'END OF THE CONCRETE HEADWALL.
 BK2727'
 BK2727'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 BK2727'178 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BK2727'
 BK2727'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 BK2727
 BK2727                          STATION RECOVERY (1972)
 BK2727
 BK2727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BK2727'THE STATION WAS VISITED 1-24-72 AND THE STATION AND ALL THE MARKS
 BK2727'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK
 BK2727'NO. 2 WERE REQUESTED MOVED AT THIS DATE.  A NEW AZIMUTH MARK WAS
 BK2727'ESTABLISHED AND REFERENCE MARK NO. 3 WAS SET.  THE DISK FOR THE
 BK2727'AZIMUTH MARK WAS RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 BK2727'
 BK2727'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF OPELOUSAS, 3.5
 BK2727'MILE NORTHEAST OF CHURCH POINT, 1.75 MILE EAST OF LEWISBURG, AT THE
 BK2727'INTERSECTION OF STATE HIGHWAYS 357 AND 178 IN THE SOUTH ANGLE OF
 BK2727'THE INTERSECTION AND ON THE PROPERTY OWNED BY MR. BABINEAUX.  IT IS
 BK2727'ABOUT 100 YARDS WEST OF A T INTERSECTION OF A ROAD LEADING SOUTH, 54
 BK2727'FEET SOUTHWEST OF THE WEST END OF A CONCRETE HEADWALL OF A
 BK2727'CULVERT, 56 FEET WEST OF A CANAL, 85 FEET SOUTH OF THE
 BK2727'INTERSECTION OF THE CENTERLINES OF STATE HIGHWAYS 357 AND
 BK2727'178, 63 FEET SOUTHEAST OF STATE HIGHWAY 178 AND 2.5 FEET NORTH
 BK2727'OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK
 BK2727'STAMPED WIKOFF 1969, FLUSH WITH THE GROUND.
 BK2727'
 BK2727'REFERENCE MARK NO. 1 IS 89.25 FEET NORTHEAST OF THE STATION, 19.5
 BK2727'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 178 AND 81 FEET
 BK2727'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 357.  IT IS A
 BK2727'REFERENCE MARK DISK STAMPED WIKOFF NO 1 1969 SET IN A DRILL HOLE IN
 BK2727'THE WEST END OF THE NORTH HEADWALL OF THE CULVERT OVER THE CANAL.
 BK2727'
 BK2727'REFERENCE MARK NO. 3 IS 205.85 FEET SOUTH-SOUTHEAST OF THE STATION,
 BK2727'ON THE WEST END OF THE NORTH HEADWALL OF A CULVERT OVER THE CANAL ON
 BK2727'THE OLD HIGHWAY.  IT IS A REFERENCE MARK DISK STAMPED WIKOFF 1969
 BK2727'NO 3 1972.  IT IS SET IN A DRILL HOLE IN THE CONCRETE CULVERT.
 BK2727'
 BK2727'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION.  IT IS 92 FEET
 BK2727'SOUTH OF THE CENTER OF THE HIGHWAY, 17 FEET SOUTH OF THE SOUTH
 BK2727'RIGHT-OF-WAY FENCE, 30 FEET EAST OF THE CENTER OF A CANAL LEADING
 BK2727'SOUTH, 1 FOOT WEST OF A FENCE LINE, 3 FEET SOUTH OF THE NORTHWEST
 BK2727'CORNER OF A GARDEN PLOT, 54 FEET NORTH OF THE PROJECTED PLANE
 BK2727'OF THE NORTH WALL OF THE RED BARN, 6 FEET WEST OF A CHINA BERRY
 BK2727'TREE, 19.3 FEET EAST-SOUTHEAST OF A GAS VENT TO A GAS LINE,
 BK2727'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS AN AZIMUTH
 BK2727'MARK DISK STAMPED WIKOFF 1972 SET FLUSH WITH THE GROUND.
 BK2727'
 BK2727'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH POINT, GO
 BK2727'SOUTHEAST ON STATE HIGHWAY 35 FOR 0.3 MILE TO A CROSS ROAD, TURN
 BK2727'LEFT AND GO NORTHEAST AND EAST ON STATE HIGHWAY 178 FOR 3.7 MILES TO
 BK2727'THE AZIMUTH MARK ON THE RIGHT JUST EAST OF A CANAL.  CONTINUE EAST
 BK2727'FOR 0.5 MILE TO THE INTERSECTION OF STATE HIGHWAYS 357 AND 178
 BK2727'AND THE STATION ON THE RIGHT.
 BK2727'
 BK2727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MILES
 BK2727'SOUTHEAST OF LEWISBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2516 ***********************************************************************
 BW2516  DESIGNATION -  WILD
 BW2516  PID         -  BW2516
 BW2516  STATE/COUNTY-  LA/CONCORDIA
 BW2516  USGS QUAD   -  MAYNA (1982)
 BW2516
 BW2516                         *CURRENT SURVEY CONTROL
 BW2516  ___________________________________________________________________
 BW2516* NAD 83(1992)-  31 22 49.61141(N)    091 46 34.45761(W)     ADJUSTED  
 BW2516* NAVD 88     -        18.5    (meters)      61.     (feet)  VERTCON   
 BW2516  ___________________________________________________________________
 BW2516  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BW2516  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BW2516
 BW2516  HORZ ORDER  -  FIRST
 BW2516
 BW2516.The horizontal coordinates were established by classical geodetic methods
 BW2516.and adjusted by the National Geodetic Survey in May 1994..
 BW2516
 BW2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2516
 BW2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2516
 BW2516.The geoid height was determined by GEOID03.
 BW2516
 BW2516;                    North         East     Units Scale Factor Converg.
 BW2516;SPC LA N     -    97,850.457 1,068,843.014   MT  0.99995840   +0 22 57.6
 BW2516;SPC LA N     -   321,031.04  3,506,695.79   sFT  0.99995840   +0 22 57.6
 BW2516;UTM  15      - 3,472,413.492   616,365.407   MT  0.99976701   +0 38 14.3
 BW2516
 BW2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2516!SPC LA N     -   1.00000126  x   0.99995840  =   0.99995966
 BW2516!UTM  15      -   1.00000126  x   0.99976701  =   0.99976827
 BW2516
 BW2516|---------------------------------------------------------------------|
 BW2516| PID    Reference Object                     Distance      Geod. Az  |
 BW2516|                                                           dddmmss.s |
 BW2516| CY5868 WILD RM 1                            31.519 METERS 06637     |
 BW2516| CY5869 WILD RM 2                            32.909 METERS 18222     |
 BW2516| BW2518 WILD AZ MK                          APPROX. 0.7 KM 2321809.0 |
 BW2516|---------------------------------------------------------------------|
 BW2516
 BW2516                          SUPERSEDED SURVEY CONTROL
 BW2516
 BW2516  NAD 83(1992)-  31 22 49.61675(N)    091 46 34.45623(W) AD(       ) 1
 BW2516  NAD 83(1986)-  31 22 49.62676(N)    091 46 34.45532(W) AD(       ) 1
 BW2516  NAD 27      -  31 22 48.99114(N)    091 46 34.00925(W) AD(       ) 1
 BW2516  NGVD 29 (07/19/86)   18.5    (m)           61.     (f) VERT ANG       
 BW2516
 BW2516.Superseded values are not recommended for survey control.
 BW2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2516.See file dsdata.txt to determine how the superseded data were derived.
 BW2516
 BW2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1636572413(NAD 83)
 BW2516_MARKER: DS = TRIANGULATION STATION DISK
 BW2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2516+STABILITY: SURFACE MOTION
 BW2516
 BW2516  HISTORY     - Date     Condition        Report By
 BW2516  HISTORY     - 1977     MONUMENTED       NGS
 BW2516
 BW2516                          STATION DESCRIPTION
 BW2516
 BW2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2516'THE STATION IS ABOUT 21 MILES SOUTHWEST OF FERRIDAY, 17 MILES
 BW2516'SOUTH OF JONESVILLE, 6 MILES SOUTH-SOUTHWEST OF MONTEREY,
 BW2516'3 MILES SOUTH-SOUTHEAST OF EVA AND NEAR THE TOP AND SOUTHEAST
 BW2516'SIDE OF THE LEVEE.  THE STATION IS ON PROPERTY OF THE CONN
 BW2516'MEMORIAL FOUNDATION INCORPORATED, PERMISSION GRANTED FROM
 BW2516'THE PRESIDENT, MR. DAVID B. FRYE, POST OFFICE BOX 229,
 BW2516'TAMPA, FLORIDA 33601.  ALSO, PERMISSION GRANTED FROM MR. LEO
 BW2516'YOUNG, BOARD OF COMMISSIONERS, FIFTH LOUISIANA LEVEE DISTRICT,
 BW2516'TALLULAH, LOUISIANA 71282, AND DEPARTMENT OF THE ARMY,
 BW2516'VICKSBURG DISTRICT, CORPS OF ENGINEERS, POST OFFICE BOX 60,
 BW2516'VICKSBURG, MISSISSIPPI 39180.
 BW2516'
 BW2516'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 BW2516'MONTEREY, GO SOUTH OF STATE HIGHWAY 129 FOR 0.6 MILE TO THE
 BW2516'JUNCTION OF STATE HIGHWAY 565.  CONTINUE SOUTH ON STATE HIGHWAY
 BW2516'129 FOR 5.0 MILES TO THE JUNCTION OF STATE HIGHWAY 907.  KEEP
 BW2516'LEFT AND CONTINUE ON STATE HIGHWAY 129 FOR 1.2 MILES TO THE
 BW2516'MONTEREY WATER TANK ON THE LEFT.  CONTINUE SOUTH ON STATE
 BW2516'HIGHWAY 129 FOR 2.25 MILES TO A SERVICE STATION ON THE RIGHT.
 BW2516'TURN RIGHT AND GO WEST FOR 0.15 MILE TO A GRAIN ELEVATOR ON
 BW2516'THE LEFT.  FOLLOW ROAD AROUND THE ELEVATOR, LEADING TO THE
 BW2516'ROAD ON TOP OF THE LEVEE.  TURN LEFT ON LEVEE ROAD AND GO
 BW2516'SOUTH FOR 0.3 MILE TO A CATTLE GUARD.  CONTINUE SOUTH ON THE
 BW2516'LEVEE ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 BW2516'CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR 0.45 MILE TO THE
 BW2516'AZIMUTH MARK ON THE LEFT.
 BW2516'
 BW2516'STATION MARKS, STAMPED---WILD 1977---, ARE STANDARD DISKS.
 BW2516'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BW2516'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.
 BW2516'IT IS 61 FEET WEST OF A FENCELINE AND 37 FEET EAST OF THE
 BW2516'APPROXIMATE CENTER OF THE LEVEE ROAD.  THE UNDERGROUND DISK
 BW2516'IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE
 BW2516'GROUND SURFACE.
 BW2516'
 BW2516'REFERENCE MARK 1, STAMPED---WILD NO 1 1977---, IS A STANDARD
 BW2516'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BW2516'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 110-1/2 FEET EAST
 BW2516'OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 3.5 FEET NORTH OF
 BW2516'A POWERLINE POLE WITH GUY WIRE AND 1.5 FEET WEST OF THE
 BW2516'FENCELINE.
 BW2516'
 BW2516'REFERENCE MARK 2, STAMPED---WILD NO 2 1977---, IS A STANDARD
 BW2516'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BW2516'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 82 FEET EAST OF
 BW2516'THE APPROXIMATE CENTER OF THE LEVEE ROAD, 2.0 FEET WEST OF THE
 BW2516'FENCELINE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST WITH
 BW2516'SIGN ATTACHED.
 BW2516'
 BW2516'AZIMUTH MARK, STAMPED---WILD 1977---, IS A STANDARD DISK SET
 BW2516'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BW2516'FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET NORTHWEST OF A
 BW2516'FENCELINE AND 22 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 BW2516'LEVEE ROAD.
 BW2516'
 BW2516'HEIGHT OF LIGHT ABOVE STATION MARK WAS 34.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2518 ***********************************************************************
 BW2518  DESIGNATION -  WILD AZ MK
 BW2518  PID         -  BW2518
 BW2518  STATE/COUNTY-  LA/CONCORDIA
 BW2518  USGS QUAD   -  MAYNA (1982)
 BW2518
 BW2518                         *CURRENT SURVEY CONTROL
 BW2518  ___________________________________________________________________
 BW2518* NAD 83(1992)-  31 22 34.95243(N)    091 46 56.56534(W)     ADJUSTED  
 BW2518* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 BW2518  ___________________________________________________________________
 BW2518  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BW2518  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BW2518
 BW2518  HORZ ORDER  -  SECOND
 BW2518
 BW2518.The horizontal coordinates were established by classical geodetic methods
 BW2518.and adjusted by the National Geodetic Survey in May 1994..
 BW2518
 BW2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2518
 BW2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2518
 BW2518.The geoid height was determined by GEOID03.
 BW2518
 BW2518;                    North         East     Units Scale Factor Converg.
 BW2518;SPC LA N     -    97,395.121 1,068,261.887   MT  0.99995907   +0 22 45.9
 BW2518;SPC LA N     -   319,537.16  3,504,789.21   sFT  0.99995907   +0 22 45.9
 BW2518;UTM  15      - 3,471,955.665   615,786.420   MT  0.99976536   +0 38 02.5
 BW2518
 BW2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2518!SPC LA N     -   1.00000117  x   0.99995907  =   0.99996024
 BW2518!UTM  15      -   1.00000117  x   0.99976536  =   0.99976653
 BW2518
 BW2518                          SUPERSEDED SURVEY CONTROL
 BW2518
 BW2518  NAD 83(1992)-  31 22 34.95757(N)    091 46 56.56378(W) AD(       ) 2
 BW2518  NAD 83(1986)-  31 22 34.96781(N)    091 46 56.56308(W) AD(       ) 2
 BW2518  NAD 27      -  31 22 34.33140(N)    091 46 56.11607(W) AD(       ) 2
 BW2518  NGVD 29 (07/19/86)   19.1    (m)           63.     (f) VERT ANG       
 BW2518
 BW2518.Superseded values are not recommended for survey control.
 BW2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2518.See file dsdata.txt to determine how the superseded data were derived.
 BW2518
 BW2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ1578671956(NAD 83)
 BW2518_MARKER: DZ = AZIMUTH MARK DISK
 BW2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2518+STABILITY: SURFACE MOTION
 BW2518
 BW2518  HISTORY     - Date     Condition        Report By
 BW2518  HISTORY     - 1977     MONUMENTED       NGS
 BW2518
 BW2518                          STATION DESCRIPTION
 BW2518
 BW2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2518'THE STATION IS ABOUT 21-1/2 MILES SOUTHWEST OF FERRIDAY, 17 MILES
 BW2518'SOUTH OF JONESVILLE, 6-1/2 MILES SOUTH-SOUTHWEST OF MONTEREY,
 BW2518'3 MILES SOUTH-SOUTHEAST OF EVA AND NEAR THE TOP AND SOUTHEAST
 BW2518'SIDE OF THE LEVEE.  THE STATION IS ON PROPERTY OF THE CONN
 BW2518'MEMORIAL FOUNDATION INCORPORATED, PERMISSION GRANTED FROM
 BW2518'THE PRESIDENT, MR. DAVID B. FRYE, POST OFFICE BOX 229,
 BW2518'TAMPA, FLORIDA 33601.  ALSO, PERMISSION GRANTED FROM MR. LEO
 BW2518'YOUNG, BOARD OF COMMISSIONERS, FIFTH LOUISIANA LEVEE DISTRICT,
 BW2518'TALLULAH, LOUISIANA 71282, AND DEPARTMENT OF THE ARMY,
 BW2518'VICKSBURG DISTRICT, CORPS OF ENGINEERS, POST OFFICE BOX 60,
 BW2518'VICKSBURG, MISSISSIPPI 39180.
 BW2518'
 BW2518'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 BW2518'MONTEREY, GO SOUTH OF STATE HIGHWAY 129 FOR 0.6 MILE TO THE
 BW2518'JUNCTION OF STATE HIGHWAY 565.  CONTINUE SOUTH ON STATE HIGHWAY
 BW2518'129 FOR 5.0 MILES TO THE JUNCTION OF STATE HIGHWAY 907.  KEEP
 BW2518'LEFT AND CONTINUE ON STATE HIGHWAY 129 FOR 1.2 MILES TO THE
 BW2518'MONTEREY WATER TANK ON THE LEFT.  CONTINUE SOUTH ON STATE
 BW2518'HIGHWAY 129 FOR 2.25 MILES TO A SERVICE STATION ON THE RIGHT.
 BW2518'TURN RIGHT AND GO WEST FOR 0.15 MILE TO A GRAIN ELEVATOR ON
 BW2518'THE LEFT.  FOLLOW ROAD AROUND THE ELEVATOR, LEADING TO THE
 BW2518'ROAD ON TOP OF THE LEVEE.  TURN LEFT ON LEVEE ROAD AND GO
 BW2518'SOUTH FOR 0.3 MILE TO A CATTLE GUARD.  CONTINUE SOUTH ON THE
 BW2518'LEVEE ROAD FOR 0.3 MILE TO TRIANGULATION STATION WILD ON THE
 BW2518'LEFT.  CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR 0.45 MILE TO
 BW2518'THE STATION.  ON THE LEFT.
 BW2518'
 BW2518'STATION MARK, STAMPED---WILD 1977---, IS A STANDARD
 BW2518'AZIMUTH MARK DISK SET
 BW2518'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BW2518'FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET NORTHWEST OF A
 BW2518'FENCELINE AND 22 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 BW2518'LEVEE ROAD.
 BW2518'
 BW2518'AN ELECTRONIC DISTANCE MEASUREMENT WAS MADE TO
 BW2518'TRIANGULATION STATION WILD, THE DISTANCE BEING 738.297
 BW2518'METERS.
 BW2518'
 BW2518'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0784 ***********************************************************************
 BK0784  DESIGNATION -  WILD RESET
 BK0784  PID         -  BK0784
 BK0784  STATE/COUNTY-  LA/ACADIA
 BK0784  USGS QUAD   -  MERMENTAU (1984)
 BK0784
 BK0784                         *CURRENT SURVEY CONTROL
 BK0784  ___________________________________________________________________
 BK0784* NAD 83(1992)-  30 09 16.09301(N)    092 30 08.92700(W)     ADJUSTED  
 BK0784* NAVD 88     -         2.92   (+/-2cm)       9.6  **(feet)  VERTCON   
 BK0784  **This station is located in a subsidence area (see below).
 BK0784  ___________________________________________________________________
 BK0784  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK0784  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK0784
 BK0784  HORZ ORDER  -  FIRST
 BK0784  VERT ORDER  -  THIRD (See Below)
 BK0784
 BK0784.The horizontal coordinates were established by classical geodetic methods
 BK0784.and adjusted by the National Geodetic Survey in January 1993..
 BK0784
 BK0784 ** The orthometric height has not been validated since last determined
 BK0784 ** by differential leveling and should not be used for control purposes.
 BK0784 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0784 ** area with valid NAVD 88 orthometric heights.
 BK0784 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0784 ** epoch indicated which incorporates improved geoid heights for the
 BK0784 ** Southern Louisiana Subsidence area.
 BK0784 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0784.The vertical order pertains to the NGVD 29 superseded value.
 BK0784
 BK0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0784
 BK0784.The geoid height was determined by GEOID03.
 BK0784
 BK0784;                    North         East     Units Scale Factor Converg.
 BK0784;SPC LA S     -   183,963.314   887,378.444   MT  0.99992932   -0 35 04.5
 BK0784;SPC LA S     -   603,552.97  2,911,340.78   sFT  0.99992932   -0 35 04.5
 BK0784;UTM  15      - 3,336,006.605   547,910.491   MT  0.99962832   +0 14 59.7
 BK0784
 BK0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0784!SPC LA S     -   1.00000382  x   0.99992932  =   0.99993314
 BK0784!UTM  15      -   1.00000382  x   0.99962832  =   0.99963214
 BK0784
 BK0784:                Primary Azimuth Mark                     Grid Az
 BK0784:SPC LA S     -  IOTA MUNICIPAL TANK                      002 22 34.2
 BK0784:UTM  15      -  IOTA MUNICIPAL TANK                      001 32 30.0
 BK0784
 BK0784|---------------------------------------------------------------------|
 BK0784| PID    Reference Object                     Distance      Geod. Az  |
 BK0784|                                                           dddmmss.s |
 BK0784| BK2836 IOTA MUNICIPAL TANK                 APPROX.19.6 KM 0014729.7 |
 BK0784| CW2100 MIDLAND RR STA TANK                                0044553.7 |
 BK0784| BK2814 ESTHERWOOD CATH CHURCH SPIRE        APPROX. 5.0 KM 0500327.7 |
 BK0784| BK2781 CROWLEY MUNICIPAL STANDPIPE         APPROX.14.0 KM 0613953.8 |
 BK0784| BK2782 CROWLEY STANDARD RICE CO TANK       APPROX.15.4 KM 0644526.8 |
 BK0784| BK2812 CROWLEY MUTUAL RICE CO TANK         APPROX.13.2 KM 0644820.9 |
 BK0784| BK2789 CROWLEY LOUISIANA RICE CO TANK      APPROX.13.7 KM 0644910.6 |
 BK0784| BK2783 RAYNE CITY WATER AND LT CO TK       APPROX.23.9 KM 0680525.0 |
 BK0784| BK2310 WILD RM 6 AZIMUTH                                  0784219.1 |
 BK0784| CW1648 WILD RM 1 AZIMUTH                                  1083802.1 |
 BK0784| CW1650 WILD RM 4                            32.900 METERS 20245     |
 BK0784| CW1649 WILD RM 2                            53.038 METERS 20805     |
 BK0784| BK2895 LAKE ARTHUR POWER PLANT TANK        APPROX.18.6 KM 2433407.7 |
 BK0784| BK2897 JENNINGS LA ST RICE CO HIGH TK      APPROX.16.3 KM 2951841.7 |
 BK0784| BK2902 JENNINGS LA ST RICE CO LOW TK       APPROX.16.3 KM 2951925.5 |
 BK0784| BK2904 JENNINGS MUNICIPAL TANK             APPROX.16.8 KM 2980447.2 |
 BK0784| CW1651 WILD RM 5                            30.154 METERS 34557     |
 BK0784| BK0783 WILD RM 3                            58.878 METERS 35157     |
 BK0784| BK2888 MIDLAND WAY RICE DRIER TANK         APPROX. 3.0 KM 3581441.0 |
 BK0784|---------------------------------------------------------------------|
 BK0784
 BK0784                          SUPERSEDED SURVEY CONTROL
 BK0784
 BK0784  NAD 83(1986)-  30 09 16.11280(N)    092 30 08.92145(W) AD(       ) 1
 BK0784  NAD 27      -  30 09 15.36848(N)    092 30 08.42991(W) AD(       ) 1
 BK0784  NGVD 29 (??/??/??)    2.92   (m)            9.6    (f) RESET       3  
 BK0784
 BK0784.Superseded values are not recommended for survey control.
 BK0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0784.See file dsdata.txt to determine how the superseded data were derived.
 BK0784
 BK0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4791036007(NAD 83)
 BK0784_MARKER: DB = BENCH MARK DISK
 BK0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0784_SP_SET: MONUMENT
 BK0784_STAMPING: WILD 1931 1974
 BK0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0784
 BK0784  HISTORY     - Date     Condition        Report By
 BK0784  HISTORY     - 1974     MONUMENTED       NGS
 BK0784  HISTORY     - 1974     GOOD             NGS
 BK0784  HISTORY     - 1982     MARK NOT FOUND   NGS
 BK0784  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK0784
 BK0784                          STATION DESCRIPTION
 BK0784
 BK0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 BK0784'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED.
 BK0784'THE CHECK ANGLE WAS MISSED AT THIS STATION, IT WAS SUSPECTED
 BK0784'THAT THE SURFACE MARK HAD BEEN DISTURBED AND IT WAS DUG
 BK0784'OUT AND AN ECCENTRICITY OF 0.013 METER WAS FOUND BETWEEN THE
 BK0784'SURFACE AND THE UNDERGROUND MARK.  A NEW SURFACE MARK WAS
 BK0784'SET AT THIS TIME.  A DIFFERENCE OF 0.097 METERS SHORTER
 BK0784'WAS NOTED IN THE 1934 DISTANCE TO REFERENCE MARK 2.  A
 BK0784'DIFFERENCE OF 2 MINUTES AND 33 SECONDS HIGHER WAS NOTED IN THE
 BK0784'1934 DIRECTION TO REFERENCE MARK 2.  REFERENCE MARK 3
 BK0784'HAS BEEN HIT BY FARM MACHINERY.  A DIFFERENCE OF 0.083
 BK0784'METERS SHORTER WAS NOTED IN THE 1934 DISTANCE TO REFERENCE
 BK0784'MARK 3.  A DIFFERENCE OF 1 MINUTE AND 18 SECONDS HIGHER WAS
 BK0784'NOTED IN THE 1934 DIRECTION TO REFERENCE MARK 3.  AT
 BK0784'THE REQUEST OF THE PROPERTY OWNER, REFERENCE MARK 3 WAS
 BK0784'REMOVED FROM THE FIELD AND DESTROYED AT THIS TIME.  REFERENCE
 BK0784'MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME.
 BK0784'REFERENCE MARK 6 (AZ MK) WAS ESTABLISHED AT THIS TIME.
 BK0784'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 BK0784'
 BK0784'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF JENNINGS,
 BK0784'1-3/4 MILES SOUTH OF MIDLAND, 0.2 MILE WEST OF STATE HIGHWAY
 BK0784'91 AND ON PROPERTY OF MR. GEORGE WILD, 923 NORTH AVENUE
 BK0784'J. CROWLEY, LOUISIANA, PHONE NUMBER 783-2706.
 BK0784'
 BK0784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 BK0784'AND STATE HIGHWAY 91 IN MIDLAND, GO SOUTH ON STATE HIGHWAY
 BK0784'91 FOR 1.75 MILES TO REFERENCE MARK 6 ON THE LEFT.  CONTINUE
 BK0784'SOUTH ON STATE HIGHWAY 91 FOR 0.05 MILE TO A SIDE ROAD RIGHT.
 BK0784'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO
 BK0784'A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 BK0784'DRIVEWAY FOR 0.05 MILE TO A BRICK HOUSE ON THE RIGHT AND
 BK0784'THE STATION ON THE LEFT.
 BK0784'
 BK0784'THE STATION MARK, A STANDARD DISK STAMPED WILD 1931 1974,
 BK0784'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BK0784'12-INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK,
 BK0784'A STANDARD STATION DISK, IS SET IN THE TOP OF AN IRREGULAR
 BK0784'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.  IT
 BK0784'IS STAMPED WILD 1931.
 BK0784'
 BK0784'THEY ARE 100 FEET NORTH OF A FENCE CORNER, 60 FEET WEST
 BK0784'OF THE NORTHWEST CORNER OF A BRICK HOUSE, 44 FEET SOUTHWEST
 BK0784'OF A 36-INCH TREE, 42 FEET NORTHWEST OF A 42-INCH TREE AND
 BK0784'15.5 FEET WEST OF A CHAIN LINK FENCE AND WITNESS POST.
 BK0784'
 BK0784'REFERENCE MARK 2, A STANDARD DISK STAMPED WILD 1931 NO 2,
 BK0784'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BK0784'3 INCHES BELOW THE GROUND SURFACE.  IT IS 103 FEET WEST
 BK0784'OF A POWER POLE, 98 FEET WEST OF A FENCE CORNER, 25 FEET
 BK0784'SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1.8 FEET NORTH
 BK0784'OF A POST IN AN EAST-WEST FENCE LINE.
 BK0784'
 BK0784'REFERENCE MARK 4, A STANDARD DISK STAMPED WILD 1931 NO 4
 BK0784'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK0784'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET WEST
 BK0784'OF THE FENCE CORNER, 31 FEET NORTH OF THE CENTER OF THE
 BK0784'GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.
 BK0784'
 BK0784'REFERENCE MARK 5, A STANDARD DISK STAMPED WILD 1931 NO 5
 BK0784'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK0784'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET NORTHWEST
 BK0784'OF A FENCE CORNER, 31 FEET SOUTH OF A FENCE CORNER AND 1
 BK0784'FOOT SOUTHWEST OF A FENCE CORNER.
 BK0784'
 BK0784'REFERENCE MARK 6, A STANDARD DISK STAMPED WILD 1931 NO 6
 BK0784'1974 AZ, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK0784'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 BK0784'IT IS 32 FEET EAST OF THE CENTER OF STATE HIGHWAY 91, 1.7
 BK0784'FEET WEST OF A METAL WITNESS POST AND 1.2 FEET SOUTH OF
 BK0784'A CONCRETE RIGHT-OF-WAY MARKER.
 BK0784'
 BK0784'HEIGHT OF LIGHT ABOVE STATION MARK 101.3 FEET.
 BK0784'
 BK0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4
 BK0784'MILES SOUTH OF MIDLAND
 BK0784
 BK0784                          STATION RECOVERY (1974)
 BK0784
 BK0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0784'2.0 MI S FROM MIDLAND.
 BK0784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BK0784'HIGHWAY 91 IN MIDLAND, GO SOUTH ON STATE HIGHWAY 91 FOR 1. 8 MILES TO
 BK0784'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2
 BK0784'MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.05
 BK0784'MILE TO THE STATION ON THE LEFT.  IT IS 100 FEET NORTH OF A FENCE
 BK0784'CORNER, 60 FEET WEST OF THE NORTHWEST CORNER OF A BRICKHOUSE, 44 FEET
 BK0784'SOUTHWEST OF A 36 INCH TREE, 42 FEET NORTHWEST OF A 42-INCH TREE, 15.5
 BK0784'FEET WEST OF A CHAIN LINK FENCE AND WITNESS POST.  THE MARK IS SET IN
 BK0784'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 12-INCH BELOW THE
 BK0784'SURFACE OF THE GROUND.  SEC 19, T10 S, R 1W.  NOTE-- THE CHECK ANGLE
 BK0784'WAS MISSED AT THIS STATION, IT WAS DUG OUT AND AN ECCENTRICITY WAS
 BK0784'FOUND.  A NEW SURFACE MARK WAS RESET AND LOWERED 0.009 METER.
 BK0784
 BK0784                          STATION RECOVERY (1982)
 BK0784
 BK0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0784'AFTER A THOROUGH SEARCH THE MARK COULD NOT BE LOCATED AND SHOULD BE
 BK0784'CONSIDERED LOST.  A REPORT WAS MADE IN RECOVERY NOTE (TRIANGULATION
 BK0784'STATION 1003) THAT THE MARK WAS DESTROYED AND WAS RESET IN 1974, IT
 BK0784'WAS REPORTED BY THE PROPERTY OWNER THAT THE NEW STATION WAS DESTROYED
 BK0784'BY A BACKHOE WHILE BUILDING A LEVEE AROUND HIS HOUSE FOR THE FLOOD OF
 BK0784'MARCH 1980.
 BK0784
 BK0784                          STATION RECOVERY (1986)
 BK0784
 BK0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0784'NOT RECOVERED, THE DESCRIBED LOCATION OF THE MARK IS AT THE EAST SIDE
 BK0784'OF A WHEAT FIELD, THE CHAIN LINK FENCE IS GONE LEAVING NOTHING TO
 BK0784'MEASURE FROM, BUT MARK BELIEVED TO STILL BE THERE BUT UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0248 ***********************************************************************
 CQ0248  DESIGNATION -  WILHITE
 CQ0248  PID         -  CQ0248
 CQ0248  STATE/COUNTY-  LA/UNION
 CQ0248  USGS QUAD   -  POINT (1994)
 CQ0248
 CQ0248                         *CURRENT SURVEY CONTROL
 CQ0248  ___________________________________________________________________
 CQ0248* NAD 83(1992)-  32 39 15.40472(N)    092 19 36.70384(W)     ADJUSTED  
 CQ0248* NAVD 88     -        82.432  (meters)     270.45   (feet)  ADJUSTED  
 CQ0248  ___________________________________________________________________
 CQ0248  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CQ0248  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0248  DYNAMIC HT  -          82.340 (meters)     270.14  (feet)  COMP
 CQ0248  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CQ0248
 CQ0248  HORZ ORDER  -  SECOND
 CQ0248  VERT ORDER  -  SECOND    CLASS 0
 CQ0248
 CQ0248.The horizontal coordinates were established by classical geodetic methods
 CQ0248.and adjusted by the National Geodetic Survey in September 1999..
 CQ0248
 CQ0248.The orthometric height was determined by differential leveling
 CQ0248.and adjusted by the National Geodetic Survey in June 1991..
 CQ0248
 CQ0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ0248
 CQ0248.The geoid height was determined by GEOID03.
 CQ0248
 CQ0248.The dynamic height is computed by dividing the NAVD 88
 CQ0248.geopotential number by the normal gravity value computed on the
 CQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0248.degrees latitude (g = 980.6199 gals.).
 CQ0248
 CQ0248.The modeled gravity was interpolated from observed gravity values.
 CQ0248
 CQ0248;                    North         East     Units Scale Factor Converg.
 CQ0248;SPC LA N     -   238,876.135 1,016,243.042   MT  0.99999720   +0 05 29.5
 CQ0248;SPC LA N     -   783,712.79  3,334,124.05   sFT  0.99999720   +0 05 29.5
 CQ0248;UTM  15      - 3,613,161.440   563,126.435   MT  0.99964914   +0 21 47.6
 CQ0248
 CQ0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ0248!SPC LA N     -   0.99999112  x   0.99999720  =   0.99998832
 CQ0248!UTM  15      -   0.99999112  x   0.99964914  =   0.99964027
 CQ0248
 CQ0248|---------------------------------------------------------------------|
 CQ0248| PID    Reference Object                     Distance      Geod. Az  |
 CQ0248|                                                           dddmmss.s |
 CQ0248| CQ0249 WILHITE RM 1                         24.161 METERS 23615     |
 CQ0248| CQ0331 SIBLEY                              APPROX.16.2 KM 2392606.8 |
 CQ0248| CQ2707 D ARBONNE LOT LFC                   APPROX.11.9 KM 2904202.2 |
 CQ0248| CQ0250 WILHITE RM 2                         24.418 METERS 35430     |
 CQ0248|---------------------------------------------------------------------|
 CQ0248
 CQ0248                          SUPERSEDED SURVEY CONTROL
 CQ0248
 CQ0248  NAD 83(1992)-  32 39 15.40541(N)    092 19 36.70376(W) AD(       ) 2
 CQ0248  NAD 83(1986)-  32 39 15.41782(N)    092 19 36.69542(W) AD(       ) 2
 CQ0248  NAD 27      -  32 39 14.90400(N)    092 19 36.19400(W) AD(       ) 2
 CQ0248  NGVD 29 (??/??/??)   82.511  (m)          270.70   (f) ADJUSTED    2 0
 CQ0248
 CQ0248.Superseded values are not recommended for survey control.
 CQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0248.See file dsdata.txt to determine how the superseded data were derived.
 CQ0248
 CQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6312613161(NAD 83)
 CQ0248_MARKER: DS = TRIANGULATION STATION DISK
 CQ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0248_STAMPING: WILHITE 1952
 CQ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0248+STABILITY: SURFACE MOTION
 CQ0248
 CQ0248  HISTORY     - Date     Condition        Report By
 CQ0248  HISTORY     - 1952     MONUMENTED       CGS
 CQ0248  HISTORY     - 1968     GOOD             CGS
 CQ0248  HISTORY     - 1968     GOOD             LADH
 CQ0248  HISTORY     - 19970218 GOOD             USPSQD
 CQ0248
 CQ0248                          STATION DESCRIPTION
 CQ0248
 CQ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ0248'THE STATION IS ABOUT 10 MILES SOUTHEAST OF FARMERVILLE,
 CQ0248'2-1/2 MILES WEST OF THE SETTLEMENT OF POINT, ON THE HIGHEST
 CQ0248'POINT OF A DENSELY TIMBERED RIDGE OWNED BY MRS. W.B. WILHITE.
 CQ0248'THE MARK IS 40 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 CQ0248'24 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 20 FEET
 CQ0248'SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 CQ0248'
 CQ0248'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 CQ0248'SQUARE IN FARMERVILLE.  GO SOUTH ON STATE HIGHWAY 44 FOR 2.0
 CQ0248'MILES TO STATE HIGHWAY 15, TURN LEFT ON HIGHWAY 15 AND GO SOUTH
 CQ0248'FOR 6.9 MILES TO A Y-JUNCTION.  BEAR LEFT AND GO EASTERLY
 CQ0248'ON STATE HIGHWAY 477 FOR 1.8 MILES TO A T-JUNCTION.  CONTINUE
 CQ0248'STRAIGHT AHEAD FOR 0.5 MILE TO A Y-JUNCTION.  BEAR RIGHT AND GO
 CQ0248'UP HILL FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CQ0248'
 CQ0248'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 CQ0248'WILHITE 1952.
 CQ0248'
 CQ0248'REFERENCE MARK 1 IS 12 FEET SOUTHEAST OF THE CENTER OF THE
 CQ0248'TRACK ROAD AND 9 FEET SOUTH OF AN 8-INCH PINE TREE.  THE MARK
 CQ0248'PROJECTS 4 INCHES AND THE DISK IS STAMPED WILHITE NO 1 1952.
 CQ0248'
 CQ0248'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTER OF THE GRAVELED
 CQ0248'ROAD AND 3 FEET WEST OF A FENCE.  THE MARK PROJECTS 5 INCHES
 CQ0248'AND THE DISK IS STAMPED WILHITE 1952.
 CQ0248'
 CQ0248'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 CQ0248'
 CQ0248'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CQ0248
 CQ0248                          STATION RECOVERY (1968)
 CQ0248
 CQ0248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LDH)
 CQ0248'THE STATION WAS VISITED 7/19/68 AND THE STATION MARK, REFERENCE MARK,
 CQ0248'NO. 1, NO. 2 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 CQ0248'FOLLOWS--
 CQ0248'
 CQ0248'THE STATION IS LOCATED 12.3 MILES SOUTHEAST OF FARMERVILLE AND 3.8
 CQ0248'MILES WEST OF POINT, LA., IN THE NORTHWEST, 1/4 OF SECTION 12, T19N,
 CQ0248'R1E, AND ON PROPERTY OWNED BY MRS. W.B. WILHITE.  IT IS 37 FEET
 CQ0248'WEST OF THE CENTER OF A GRAVEL PARISH ROAD, 14 FEET WEST OF A
 CQ0248'FENCE, 20 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, AND 34
 CQ0248'FEET NORTH OF AN 18 INCH HICKORY TREE.
 CQ0248'
 CQ0248'IT IS A STANDARD TRIANGULATION DISK, STAMPED WILHITE 1952 PROJECTING
 CQ0248'3 INCHES.
 CQ0248'
 CQ0248'REFERENCE MARK NO. 1 IS 80 FEET SOUTHWEST OF THE STATION.  IT IS 11
 CQ0248'FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 5 FEET EAST OF AN
 CQ0248'8 INCH PINE TREE.  IT IS A STANDARD DISK, STAMPED WILHITE NO. 1
 CQ0248'1952, PROJECTING 4 INCHES.
 CQ0248'
 CQ0248'REFERENCE MARK NO. 2 IS 80 FEET NORTH OF THE STATION.  IT IS 22 FEET
 CQ0248'WEST OF THE CENTER OF THE GRAVEL PARISH ROAD, 35 FEET NORTH OF THE
 CQ0248'CENTER OF THE TRACK ROAD, AND 3 FEET WEST OF A FENCE.  IT IS A
 CQ0248'STANDARD REFERENCE MARK DISK STAMPED WILHITE NO. 2 1952,
 CQ0248'PROJECTING 4 INCHES.
 CQ0248'
 CQ0248'TO REACH THE STATION FROM UNION PARISH COURTHOUSE IN FARMERVILLE, GO
 CQ0248'SOUTHWEST ALONG STATE HIGHWAY 33 FOR 2.7 MILES, THENCE SOUTHEAST
 CQ0248'ALONG STATE HIGHWAY 15 FOR 7.0 MILES, THENCE EAST ALONG STATE
 CQ0248'HIGHWAY 552 FOR 2.4 MILES, THENCE SOUTHEAST ALONG A GRAVEL PARISH
 CQ0248'ROAD FOR 0.2 MILES TO THE MARK ON THE RIGHT.  IT IS 3.8 MILES
 CQ0248'WEST OF THE SMALL SETTLEMENT OF POINT, LOUISIANA.
 CQ0248
 CQ0248                          STATION RECOVERY (1968)
 CQ0248
 CQ0248'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1968
 CQ0248'12.3 MI SE FROM FARMERVILLE.
 CQ0248'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0248'COUNTY COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0248'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 2.4 MILES,
 CQ0248'THENCE SOUTHEAST ALONG GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE
 CQ0248'RIGHT.  IT IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 12, T 19 N, R 1
 CQ0248'E, ON PROPERTY OWNED BY MRS. W.B. WILHITE, 37 FEET WEST OF THE CENTER
 CQ0248'OF THE GRAVELED ROAD 14 FEET WEST OF A FENCE, 20 FEET SOUTHEAST OF THE
 CQ0248'CENTER OF A TRACK ROAD AND 34 FEET NORTH OF AN 18 INCH HICKORY TREE.
 CQ0248'IT PROJECT 3 INCHES.
 CQ0248
 CQ0248                          STATION RECOVERY (1997)
 CQ0248
 CQ0248'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0249 ***********************************************************************
 CQ0249  DESIGNATION -  WILHITE RM 1
 CQ0249  PID         -  CQ0249
 CQ0249  STATE/COUNTY-  LA/UNION
 CQ0249  USGS QUAD   -  POINT (1994)
 CQ0249
 CQ0249                         *CURRENT SURVEY CONTROL
 CQ0249  ___________________________________________________________________
 CQ0249* NAD 83(1986)-  32 39 16.     (N)    092 19 40.     (W)     SCALED    
 CQ0249* NAVD 88     -        81.376  (meters)     266.98   (feet)  ADJUSTED  
 CQ0249  ___________________________________________________________________
 CQ0249  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0249  DYNAMIC HT  -          81.286 (meters)     266.69  (feet)  COMP
 CQ0249  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CQ0249
 CQ0249  VERT ORDER  -  SECOND    CLASS 0
 CQ0249
 CQ0249.The horizontal coordinates were scaled from a topographic map and have
 CQ0249.an estimated accuracy of +/- 6 seconds.
 CQ0249
 CQ0249.The orthometric height was determined by differential leveling
 CQ0249.and adjusted by the National Geodetic Survey in June 1991..
 CQ0249
 CQ0249.The geoid height was determined by GEOID03.
 CQ0249
 CQ0249.The dynamic height is computed by dividing the NAVD 88
 CQ0249.geopotential number by the normal gravity value computed on the
 CQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0249.degrees latitude (g = 980.6199 gals.).
 CQ0249
 CQ0249.The modeled gravity was interpolated from observed gravity values.
 CQ0249
 CQ0249;                    North         East    Units  Estimated Accuracy
 CQ0249;SPC LA N     -   238,890.    1,016,160.      MT  (+/- 180 meters Scaled)
 CQ0249
 CQ0249                          SUPERSEDED SURVEY CONTROL
 CQ0249
 CQ0249  NGVD 29 (??/??/??)   81.456  (m)          267.24   (f) ADJUSTED    2 0
 CQ0249
 CQ0249.Superseded values are not recommended for survey control.
 CQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0249.See file dsdata.txt to determine how the superseded data were derived.
 CQ0249
 CQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS630131(NAD 83)
 CQ0249_MARKER: DR = REFERENCE MARK DISK
 CQ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0249_STAMPING: WILHITE RM 1 1952
 CQ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0249+STABILITY: SURFACE MOTION
 CQ0249
 CQ0249  HISTORY     - Date     Condition        Report By
 CQ0249  HISTORY     - 1952     MONUMENTED       CGS
 CQ0249  HISTORY     - 1968     GOOD             LADH
 CQ0249  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 CQ0249
 CQ0249                          STATION DESCRIPTION
 CQ0249
 CQ0249'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0249'12.3 MI SE FROM FARMERVILLE.
 CQ0249'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0249'COUNTY COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0249'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 2.4 MILES,
 CQ0249'THENCE SOUTHEAST ALONG GRAVELED ROAD FOR 2.0 MILE TO THE MARK ON THE
 CQ0249'RIGHT.  IT IS 80 FEET SOUTHWEST OF THE STATION. IT IS 11 FEET
 CQ0249'NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 5 FEET EAST OF AN 8 INCH
 CQ0249'PINE TREE.  IT PROJECTS 4 INCHES.
 CQ0249
 CQ0249                          STATION RECOVERY (1997)
 CQ0249
 CQ0249'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0250 ***********************************************************************
 CQ0250  DESIGNATION -  WILHITE RM 2
 CQ0250  PID         -  CQ0250
 CQ0250  STATE/COUNTY-  LA/UNION
 CQ0250  USGS QUAD   -  POINT (1994)
 CQ0250
 CQ0250                         *CURRENT SURVEY CONTROL
 CQ0250  ___________________________________________________________________
 CQ0250* NAD 83(1986)-  32 39 18.     (N)    092 19 39.     (W)     SCALED    
 CQ0250* NAVD 88     -        82.754  (meters)     271.50   (feet)  ADJUSTED  
 CQ0250  ___________________________________________________________________
 CQ0250  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ0250  DYNAMIC HT  -          82.663 (meters)     271.20  (feet)  COMP
 CQ0250  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CQ0250
 CQ0250  VERT ORDER  -  SECOND    CLASS 0
 CQ0250
 CQ0250.The horizontal coordinates were scaled from a topographic map and have
 CQ0250.an estimated accuracy of +/- 6 seconds.
 CQ0250
 CQ0250.The orthometric height was determined by differential leveling
 CQ0250.and adjusted by the National Geodetic Survey in June 1991..
 CQ0250
 CQ0250.The geoid height was determined by GEOID03.
 CQ0250
 CQ0250.The dynamic height is computed by dividing the NAVD 88
 CQ0250.geopotential number by the normal gravity value computed on the
 CQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0250.degrees latitude (g = 980.6199 gals.).
 CQ0250
 CQ0250.The modeled gravity was interpolated from observed gravity values.
 CQ0250
 CQ0250;                    North         East    Units  Estimated Accuracy
 CQ0250;SPC LA N     -   238,960.    1,016,180.      MT  (+/- 180 meters Scaled)
 CQ0250
 CQ0250                          SUPERSEDED SURVEY CONTROL
 CQ0250
 CQ0250  NGVD 29 (??/??/??)   82.834  (m)          271.76   (f) ADJUSTED    2 0
 CQ0250
 CQ0250.Superseded values are not recommended for survey control.
 CQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0250.See file dsdata.txt to determine how the superseded data were derived.
 CQ0250
 CQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS630132(NAD 83)
 CQ0250_MARKER: DR = REFERENCE MARK DISK
 CQ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0250_STAMPING: WILHITE RM 2 1952
 CQ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0250+STABILITY: SURFACE MOTION
 CQ0250
 CQ0250  HISTORY     - Date     Condition        Report By
 CQ0250  HISTORY     - 1952     MONUMENTED       CGS
 CQ0250  HISTORY     - 1968     GOOD             LADH
 CQ0250  HISTORY     - 19970218 GOOD             USPSQD
 CQ0250
 CQ0250                          STATION DESCRIPTION
 CQ0250
 CQ0250'DESCRIBED BY LA DEPT OF HIGHWAYS 1968
 CQ0250'12.3 MI SE FROM FARMERVILLE.
 CQ0250'LOCATED 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE UNION
 CQ0250'COUNTY COURTHOUSE IN FARMERVILLE, THENCE SOUTHEAST ALONG STATE HIGHWAY
 CQ0250'15 FOR 7.0 MILES, THENCE EAST ALONG STATE HIGHWAY 552 FOR 2.4 MILES,
 CQ0250'THENCE SOUTHEAST ALONG GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE
 CQ0250'RIGHT.  IT IS 80 FEET NORTH OF THE STATION.  IT IS 22 FEET WEST OF THE
 CQ0250'GRAVEL PARISH ROAD, 35 FEET NORTH OF THE CENTER OF THE TRACK ROAD, AND
 CQ0250'3 FEET WEST OF A FENCE.  IT PROJECTS 4 INCHES.
 CQ0250
 CQ0250                          STATION RECOVERY (1997)
 CQ0250
 CQ0250'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1319 ***********************************************************************
 AT1319  DESIGNATION -  WILKINSON C 1911
 AT1319  PID         -  AT1319
 AT1319  STATE/COUNTY-  LA/PLAQUEMINES
 AT1319  USGS QUAD   -  LAKE LAURIER (1992)
 AT1319
 AT1319                         *CURRENT SURVEY CONTROL
 AT1319  ___________________________________________________________________
 AT1319* NAD 83(1992)-  29 30 02.80160(N)    089 57 00.55575(W)     ADJUSTED  
 AT1319* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1319  **This station is located in a subsidence area (see below).
 AT1319  ___________________________________________________________________
 AT1319  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AT1319  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AT1319
 AT1319  HORZ ORDER  -  SECOND
 AT1319
 AT1319.The horizontal coordinates were established by classical geodetic methods
 AT1319.and adjusted by the National Geodetic Survey in January 1993..
 AT1319
 AT1319 ** The orthometric height has not been validated since last determined
 AT1319 ** by differential leveling and should not be used for control purposes.
 AT1319 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1319 ** area with valid NAVD 88 orthometric heights.
 AT1319 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1319 ** epoch indicated which incorporates improved geoid heights for the
 AT1319 ** Southern Louisiana Subsidence area.
 AT1319 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1319.The orthometric height was scaled from a topographic map.
 AT1319
 AT1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1319
 AT1319.The geoid height was determined by GEOID03.
 AT1319
 AT1319;                    North         East     Units Scale Factor Converg.
 AT1319;SPC LA S     -   111,741.396 1,134,112.558   MT  0.99996357   +0 41 29.8
 AT1319;SPC LA S     -   366,604.90  3,720,834.28   sFT  0.99996357   +0 41 29.8
 AT1319;UTM  16      - 3,267,097.678   213,985.546   MT  1.00060951   -1 27 13.5
 AT1319;UTM  15      - 3,267,347.229   795,684.076   MT  1.00067893   +1 30 10.6
 AT1319
 AT1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1319!SPC LA S     -   1.00000387  x   0.99996357  =   0.99996744
 AT1319!UTM  16      -   1.00000387  x   1.00060951  =   1.00061339
 AT1319!UTM  15      -   1.00000387  x   1.00067893  =   1.00068281
 AT1319
 AT1319:                Primary Azimuth Mark                     Grid Az
 AT1319:SPC LA S     -  FLEUR                                    124 34 29.9
 AT1319:UTM  16      -  FLEUR                                    126 43 13.2
 AT1319:UTM  15      -  FLEUR                                    123 45 49.1
 AT1319
 AT1319|---------------------------------------------------------------------|
 AT1319| PID    Reference Object                     Distance      Geod. Az  |
 AT1319|                                                           dddmmss.s |
 AT1319| AT1240 FLEUR                               APPROX. 7.2 KM 1251559.7 |
 AT1319|---------------------------------------------------------------------|
 AT1319
 AT1319                          SUPERSEDED SURVEY CONTROL
 AT1319
 AT1319  NAD 83(1986)-  29 30 02.81461(N)    089 57 00.56170(W) AD(       ) 2
 AT1319  NAD 27      -  29 30 02.02600(N)    089 57 00.30900(W) AD(       ) 2
 AT1319
 AT1319.Superseded values are not recommended for survey control.
 AT1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1319.See file dsdata.txt to determine how the superseded data were derived.
 AT1319
 AT1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1398667098(NAD 83)
 AT1319_MARKER: DS = TRIANGULATION STATION DISK
 AT1319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AT1319_SP_SET: METAL PIPE AND CONCRETE SURROUND
 AT1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1319
 AT1319  HISTORY     - Date     Condition        Report By
 AT1319  HISTORY     - 1911     MONUMENTED       CGS
 AT1319  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AT1319  HISTORY     - 1959     MARK NOT FOUND   ATRECO
 AT1319  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1319
 AT1319                          STATION DESCRIPTION
 AT1319
 AT1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AT1319'ON THE EASTERN BANK OF THE WILKINSON CANAL, NEAR THE BEGINNING OF THE
 AT1319'SECOND SECTION OF
 AT1319'THE CANAL ABOUT 3-1/2 MILES N OF BARATARIA BAY,
 AT1319'AND 6 METERS (20 FEET) FROM THE BANK
 AT1319'OF THE CANAL.  THE STATION IS
 AT1319'MARKED WITH A GALVANIZED IRON PIPE 1-1/4 INCHES IN
 AT1319'DIAMETER AND
 AT1319'10 FEET LONG WHICH IS DRIVEN INTO THE MARSH WITH THE TOP PROJECTING
 AT1319'8 INCHES ABOVE THE
 AT1319'SURFACE.  A COPPER TRIANGULATION DISK STATION
 AT1319'MARK IS FASTENED IN THE PIPE AND THE
 AT1319'PIPE IS SURROUNDED WITH
 AT1319'CONCRETE UP EVEN WITH THE COPPER DISK.  THE REFERENCE
 AT1319'MARK, A
 AT1319'SIMILAR PIPE PROJECTING ABOUT 2-1/2 FEET ABOVE THE SURFACE AND
 AT1319'SURROUNDED WITH
 AT1319'CONCRETE, IS 24.23 METERS (79.5 FEET) FROM THE
 AT1319'STATION N 86 DEG 49 MIN E.
 AT1319
 AT1319                          STATION RECOVERY (1959)
 AT1319
 AT1319'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1959
 AT1319'STATION WAS SEARCHED FOR AND REPORTED AS LOST BY THE ATLANTIC
 AT1319'REFINING COMPANY.
 AT1319
 AT1319                          STATION RECOVERY (1965)
 AT1319
 AT1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1319'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT WAS REPORTED AS
 AT1319'PROBABLY LOST IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0705 ***********************************************************************
 BJ0705  DESIGNATION -  WILL
 BJ0705  PID         -  BJ0705
 BJ0705  STATE/COUNTY-  LA/ST CHARLES
 BJ0705  USGS QUAD   -  LAPLACE (1992)
 BJ0705
 BJ0705                         *CURRENT SURVEY CONTROL
 BJ0705  ___________________________________________________________________
 BJ0705* NAD 83(1992)-  30 00 13.54781(N)    090 27 12.95684(W)     ADJUSTED  
 BJ0705* NAVD 88     -         9.   **(meters)      30.   **(feet)  SCALED    
 BJ0705  **This station is located in a subsidence area (see below).
 BJ0705  ___________________________________________________________________
 BJ0705  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ0705  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BJ0705  DYNAMIC HT  -           8.9   (meters)      29.    (feet)  COMP
 BJ0705  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 BJ0705
 BJ0705  HORZ ORDER  -  SECOND
 BJ0705  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0705
 BJ0705.The horizontal coordinates were established by classical geodetic methods
 BJ0705.and adjusted by the National Geodetic Survey in January 1993..
 BJ0705
 BJ0705 ** The orthometric height has not been validated since last determined
 BJ0705 ** by differential leveling and should not be used for control purposes.
 BJ0705 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ0705 ** area with valid NAVD 88 orthometric heights.
 BJ0705 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0705 ** epoch indicated which incorporates improved geoid heights for the
 BJ0705 ** Southern Louisiana Subsidence area.
 BJ0705 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0705.The orthometric height was scaled from a topographic map.
 BJ0705.The vertical order pertains to the NGVD 29 superseded value.
 BJ0705
 BJ0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0705
 BJ0705.The geoid height was determined by GEOID03.
 BJ0705
 BJ0705.The dynamic height is computed by dividing the NAVD 88
 BJ0705.geopotential number by the normal gravity value computed on the
 BJ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0705.degrees latitude (g = 980.6199 gals.).
 BJ0705
 BJ0705.The modeled gravity was interpolated from observed gravity values.
 BJ0705
 BJ0705;                    North         East     Units Scale Factor Converg.
 BJ0705;SPC LA S     -   167,009.347 1,084,871.942   MT  0.99992575   +0 26 23.6
 BJ0705;SPC LA S     -   547,929.83  3,559,284.03   sFT  0.99992575   +0 26 23.6
 BJ0705;UTM  15      - 3,321,932.894   745,625.921   MT  1.00034442   +1 16 26.3
 BJ0705
 BJ0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0705!SPC LA S     -   1.00000271  x   0.99992575  =   0.99992846
 BJ0705!UTM  15      -   1.00000271  x   1.00034442  =   1.00034713
 BJ0705
 BJ0705|---------------------------------------------------------------------|
 BJ0705| PID    Reference Object                     Distance      Geod. Az  |
 BJ0705|                                                           dddmmss.s |
 BJ0705| CW1653 WILL RM 1                            11.275 METERS 05310     |
 BJ0705| BJ0710 G 95                                APPROX. 2.4 KM 0981824.2 |
 BJ0705| BJ0707 J 95                                 36.793 METERS 09820     |
 BJ0705|---------------------------------------------------------------------|
 BJ0705
 BJ0705                          SUPERSEDED SURVEY CONTROL
 BJ0705
 BJ0705  NAD 83(1986)-  30 00 13.56477(N)    090 27 12.95743(W) AD(       ) 2
 BJ0705  NAD 27      -  30 00 12.83187(N)    090 27 12.65704(W) AD(       ) 2
 BJ0705  NGVD 29 (??/??/??)    9.043  (m)           29.67   (f) ADJUSTED    1 1
 BJ0705
 BJ0705.Superseded values are not recommended for survey control.
 BJ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0705.See file dsdata.txt to determine how the superseded data were derived.
 BJ0705
 BJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4562621933(NAD 83)
 BJ0705_MARKER: DS = TRIANGULATION STATION DISK
 BJ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0705_SP_SET: CONCRETE POST
 BJ0705_STAMPING: WILL 1972
 BJ0705_MARK LOGO: LADH  
 BJ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0705+STABILITY: SURFACE MOTION
 BJ0705
 BJ0705  HISTORY     - Date     Condition        Report By
 BJ0705  HISTORY     - 1972     MONUMENTED       LADH
 BJ0705  HISTORY     - 1977     GOOD             NGS
 BJ0705  HISTORY     - 1986     GOOD             NGS
 BJ0705
 BJ0705                          STATION DESCRIPTION
 BJ0705
 BJ0705'DESCRIBED BY LA DEPT OF HIGHWAYS 1972 (RT)
 BJ0705'THE STATION IS LOCATED 4 MILES SOUTHEAST OF LAPLACE, 12 MILES
 BJ0705'SOUTHWEST OF KENNER AND 7 MILES NORTHWEST OF LULING, IN THE
 BJ0705'SOUTHWEST 1/4 OF SECTION 12, T12S, R7E, AND ON THE PROPERTY OWNED BY
 BJ0705'ST. CHARLES PARISH LEVEE BOARD.
 BJ0705'
 BJ0705'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 61 AND U. S.
 BJ0705'HIGHWAY 51 IN LAPLACE, DRIVE SOUTHEAST ALONG U. S. HIGHWAY 61 FOR
 BJ0705'3.5 MILES TO STATE HIGHWAY 628 ON THE RIGHT AND LEADING SOUTH, TURN
 BJ0705'RIGHT ON STATE HIGHWAY 628 AND GO SOUTH FOR 2.5 MILES TO THE WEST
 BJ0705'END OF THE BONNET CARRE SPILLWAY LOCKS AND THE STATION WHICH IS
 BJ0705'SET ON THE LEFT AND EAST, OF THE HIGHWAY.  THE STATION IS SET ON
 BJ0705'TOP OF THE SPILLWAY LEVEE IN A METER BOX.
 BJ0705'
 BJ0705'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ALONG STATE
 BJ0705'HIGHWAY 48 (RIVER ROAD) FOR 1.5 MILES TO THE EAST END OF THE BONNET
 BJ0705'CARRE SPILLWAY LOCKS AND THE MARK SET IN A DRILL HOLE IN A LOCK
 BJ0705'RETAINING WALL.
 BJ0705'
 BJ0705'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0705'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0705'CYLINDRICAL CONCRETE MONUMENT IN A WATER METER BOX THAT IS 12
 BJ0705'INCHES BELOW THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE
 BJ0705'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 BJ0705'GROUND SURFACE.  THEY ARE STAMPED WILL 1972.  THE MARK IS SET ON THE
 BJ0705'TOP AND IN THE CENTER OF THE LEVEE ON THE WEST END OF THE BONNET
 BJ0705'CARRE SPILLWAY, 300 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 BJ0705'48, 135 FEET EAST OF THE CENTER OF STATE HIGHWAY 628, 120 FEET WEST
 BJ0705'OF A CHAIN LINK FENCE, AND 2 FEET EAST OF A METAL WITNESS POST AND
 BJ0705'SIGN.
 BJ0705'
 BJ0705'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ0705'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BJ0705'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ0705'STAMPED WILL R. M. 1 1972.  IT IS 93 FEET WEST OF A CHAIN LINK
 BJ0705'FENCE, 48 FEET NORTHWEST OF THE WEST END OF THE SPILLWAY LOCKS
 BJ0705'RETAINING WALL, AND 14 FEET EAST OF THE CENTER OF THE LEVEE.
 BJ0705'
 BJ0705'REFERENCE MARK 2 IS A STANDARD U. S. COAST AND GEODETIC BENCH MARK
 BJ0705'DISK SET IN A DRILL HOLE IN A CONCRETE RETAINING WALL ON THE
 BJ0705'SPILLWAY LOCKS FLUSH WITH THE CONCRETE.  IT IS STAMPED J95 1938.  IT
 BJ0705'IS 10 FEET NORTH OF THE SOUTH RAIL ON THE SPILLWAY CRANE RAILWAY, 6.5
 BJ0705'FEET SOUTH-SOUTHWEST OF THE NORTH RAIL, 2 FEET NORTH-NORTHEAST
 BJ0705'OF A METAL GATE, 1.5 FEET EAST OF A CHAIN LINK FENCE, AND 1.5 FEET
 BJ0705'SOUTH OF THE NORTH END OF A CONCRETE RETAINING WALL.
 BJ0705'
 BJ0705'THE AZIMUTH MARK IS A STANDARD U. S. COAST AND GEODETIC BENCH MARK
 BJ0705'DISK SET IN A DRILL HOLE IN A CONCRETE RETAINING WALL THAT IS FLUSH
 BJ0705'WITH THE CONCRETE.  IT IS STAMPED G95 1938.  IT IS SET IN THE
 BJ0705'RETAINING WALL ON THE EAST END OF THE BONNET CARRE SPILLWAY, 11.5
 BJ0705'FEET NORTH OF THE SOUTH RAIL ON THE SPILLWAY LOCK RAILWAY, 6.5 FEET
 BJ0705'SOUTH OF THE NORTH RAIL, AND 3 FEET EAST OF A METAL GATE.
 BJ0705'
 BJ0705'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BJ0705
 BJ0705                          STATION RECOVERY (1977)
 BJ0705
 BJ0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0705'2.75 MI NW FROM NORCO.
 BJ0705'2.75 MILES NORTHWEST ALONG RIVER ROAD FROM ITS JUNCTION WITH GOOD
 BJ0705'HOPE STREET IN NORCO, AT THE WEST END OF THE BONNET CARRE SPILLWAY,
 BJ0705'52.1 FEET WEST-NORTHWEST OF BENCH MARK PLMS 519, 119.4 FEET WEST OF
 BJ0705'THE GATE TO THE SPILLWAY TRACK, 14.5 FEET WEST OF THE CENTER OF THE
 BJ0705'LEVEE ROAD, 13.5 FEET EAST-SOUTHEAST OF A 6-INCH SQUARE CONCRETE
 BJ0705'YELLOW POST, 9 FEET EAST OF THE WEST EDGE OF THE LEVEE.
 BJ0705
 BJ0705                          STATION RECOVERY (1986)
 BJ0705
 BJ0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2478 ***********************************************************************
 BW2478  HT_MOD      -  This is a Height Modernization Survey Station.
 BW2478  DESIGNATION -  WILLETTS 2
 BW2478  PID         -  BW2478
 BW2478  STATE/COUNTY-  LA/CONCORDIA
 BW2478  USGS QUAD   -  DEER PARK (1983)
 BW2478
 BW2478                         *CURRENT SURVEY CONTROL
 BW2478  ___________________________________________________________________
 BW2478* NAD 83(1992)-  31 29 41.41811(N)    091 31 32.34349(W)     ADJUSTED  
 BW2478* NAVD 88     -        26.53   (meters)      87.0    (feet)  GPS OBS   
 BW2478  ___________________________________________________________________
 BW2478  X           -    -144,931.221 (meters)                     COMP
 BW2478  Y           -  -5,441,601.501 (meters)                     COMP
 BW2478  Z           -   3,312,799.101 (meters)                     COMP
 BW2478  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BW2478  ELLIP HEIGHT-           0.14  (meters)          (11/18/03) GPS OBS
 BW2478  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BW2478
 BW2478  HORZ ORDER  -  B
 BW2478  ELLP ORDER  -  FOURTH    CLASS I
 BW2478
 BW2478.The horizontal coordinates were established by GPS observations
 BW2478.and adjusted by the National Geodetic Survey in November 2003..
 BW2478
 BW2478.The orthometric height was determined by GPS observations and a
 BW2478.high-resolution geoid model using precise GPS observation and
 BW2478.processing techniques.
 BW2478
 BW2478.Photographs are available for this station.
 BW2478
 BW2478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW2478
 BW2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2478
 BW2478.The ellipsoidal height was determined by GPS observations
 BW2478.and is referenced to NAD 83.
 BW2478
 BW2478.The geoid height was determined by GEOID03.
 BW2478
 BW2478;                    North         East     Units Scale Factor Converg.
 BW2478;SPC LA N     -   110,719.356 1,092,563.870   MT  0.99994180   +0 30 54.5
 BW2478;SPC LA N     -   363,251.75  3,584,519.96   sFT  0.99994180   +0 30 54.5
 BW2478;SPC MS W     -   221,754.368   586,722.756   MT  1.00010821   -0 37 22.7
 BW2478;SPC MS W     -   727,539.12  1,924,939.58   sFT  1.00010821   -0 37 22.7
 BW2478;UTM  15      - 3,485,385.878   640,025.318   MT  0.99984183   +0 46 13.3
 BW2478
 BW2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2478!SPC LA N     -   0.99999998  x   0.99994180  =   0.99994178
 BW2478!SPC MS W     -   0.99999998  x   1.00010821  =   1.00010819
 BW2478!UTM  15      -   0.99999998  x   0.99984183  =   0.99984181
 BW2478
 BW2478|---------------------------------------------------------------------|
 BW2478| PID    Reference Object                     Distance      Geod. Az  |
 BW2478|                                                           dddmmss.s |
 BW2478| CY5875 WILLETTS 2 RM 3                      24.599 METERS 04246     |
 BW2478| CY5876 WILLETTS 2 RM 4                      26.801 METERS 17640     |
 BW2478| BW2479 J 27 25 USE                         APPROX. 1.2 KM 1883921.4 |
 BW2478| BW1167 A 253                               APPROX. 2.6 KM 2002830.0 |
 BW2478|---------------------------------------------------------------------|
 BW2478
 BW2478                          SUPERSEDED SURVEY CONTROL
 BW2478
 BW2478  NAD 83(1992)-  31 29 41.41720(N)    091 31 32.34292(W) AD(       ) 1
 BW2478  NAD 83(1992)-  31 29 41.43176(N)    091 31 32.34102(W) AD(       ) 1
 BW2478  NAD 83(1986)-  31 29 41.43169(N)    091 31 32.33918(W) AD(       ) 1
 BW2478  NAD 27      -  31 29 40.82920(N)    091 31 31.90797(W) AD(       ) 1
 BW2478  NGVD 29 (07/19/86)   26.8    (m)           88.     (f) VERT ANG       
 BW2478
 BW2478.Superseded values are not recommended for survey control.
 BW2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2478.See file dsdata.txt to determine how the superseded data were derived.
 BW2478
 BW2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4002585386(NAD 83)
 BW2478_MARKER: DS = TRIANGULATION STATION DISK
 BW2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2478_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2478+STABILITY: SURFACE MOTION
 BW2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2478+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW2478
 BW2478  HISTORY     - Date     Condition        Report By
 BW2478  HISTORY     - 1977     MONUMENTED       NGS
 BW2478  HISTORY     - 20020723 GOOD             PYBURN
 BW2478  HISTORY     - 2003     GOOD             PYBURN
 BW2478
 BW2478                          STATION DESCRIPTION
 BW2478
 BW2478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2478'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF FERRIDAY,
 BW2478'7-1/2 MILES SOUTHWEST OF VIDALIA, 1/2 MILE WEST OF THE
 BW2478'MISSISSIPPI RIVER.  PERMISSION WAS GRANTED BY THE BOARD OF
 BW2478'COMMISSIONERS, 5TH LOUISIANA DISTRICT COURTHOUSE,TALLULAH,
 BW2478'LOUISIANA 71282.
 BW2478'
 BW2478'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 BW2478'131 WHICH IS ABOUT 7 MILES WEST OF VIDALIA, GO SOUTH ON STATE
 BW2478'HIGHWAY 15 FOR 2.0 MILES TO THE STATION ON THE LEFT AS
 BW2478'DESCRIBED.  CONTINUE AHEAD SOUTHERLY ON STATE HIGHWAY 15 FOR
 BW2478'0.7 MILE TO J 27 25 USE ON THE RIGHT.  CONTINUE AHEAD SOUTHERLY
 BW2478'ON STATE HIGHWAY 15 FOR 0.85 MILE TO BENCH MARK A 253
 BW2478'ON THE LEFT AT A CATTLE GUARD.
 BW2478'
 BW2478'THE STATION MARKS, STAMPED---WILLETTS 2 1977---, ARE STANDARD
 BW2478'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 BW2478'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 BW2478'SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BW2478'IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 BW2478'THEY ARE 51 FEET WEST OF THE CENTER OF HIGHWAY 15 AND 21 FEET
 BW2478'EAST OF THE CENTER OF A TRACK ROAD ON TOP OF A LEVEE.
 BW2478'
 BW2478'REFERENCE MARK 3, STAMPED---WILLETTS 2 NO 3 1977---, IS A
 BW2478'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2478'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 103
 BW2478'FEET WEST OF THE CENTER OF STATE HIGHWAY 15, 8.5 FEET WEST OF
 BW2478'THE CENTER OF THE TRACK ROAD AND ABOUT 7 FEET LOWER THAN THE
 BW2478'STATION.
 BW2478'
 BW2478'REFERENCE MARK 4, STAMPED---WILLETTS 2 NO 4 1977---, IS A
 BW2478'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2478'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET
 BW2478'WEST OF THE CENTER OF STATE HIGHWAY 15 AND 10 FEET WEST OF THE
 BW2478'TRACK ROAD.
 BW2478'
 BW2478'BENCH MARK A 253, STAMPED---A 253 1966---, IS A STANDARD BENCH
 BW2478'MARK DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 BW2478'CATTLE GUARD ABUTMENT.  IT IS 15 FEET EAST OF THE CENTER OF
 BW2478'STATE HIGHWAY 15 AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 BW2478'
 BW2478'J 27 25 USE, STAMPED---J 27 25 USE---, IS A STANDARD U.S.CORPS
 BW2478'OF ENGINEERS DISK SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 BW2478'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 270
 BW2478'FEET WEST OF STATE HIGHWAY 15, 1 FOOT EAST OF A FENCE LINE AND
 BW2478'ABOUT 30 FEET LOWER THAN THE HIGHWAY.
 BW2478'
 BW2478'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 34.2 METERS.
 BW2478
 BW2478                          STATION RECOVERY (2002)
 BW2478
 BW2478'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 BW2478'RECOVERED AS DESCRIBED
 BW2478'IPYBURN
 BW2478'
 BW2478
 BW2478                          STATION RECOVERY (2003)
 BW2478
 BW2478'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW2478'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2535 ***********************************************************************
 BW2535  DESIGNATION -  WILLETTS FISHER LUMBER CO TANK
 BW2535  PID         -  BW2535
 BW2535  STATE/COUNTY-  LA/CATAHOULA
 BW2535  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2535
 BW2535                         *CURRENT SURVEY CONTROL
 BW2535  ___________________________________________________________________
 BW2535* NAD 83(1992)-  31 30 52.95850(N)    091 32 01.21957(W)     ADJUSTED  
 BW2535* NAVD 88     -                                                        
 BW2535  ___________________________________________________________________
 BW2535  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BW2535  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BW2535
 BW2535  HORZ ORDER  -  THIRD
 BW2535
 BW2535.The horizontal coordinates were established by classical geodetic methods
 BW2535.and adjusted by the National Geodetic Survey in May 1994..
 BW2535
 BW2535
 BW2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2535
 BW2535.The geoid height was determined by GEOID03.
 BW2535
 BW2535;                    North         East     Units Scale Factor Converg.
 BW2535;SPC LA N     -   112,915.723 1,091,782.231   MT  0.99993932   +0 30 39.2
 BW2535;SPC LA N     -   370,457.67  3,581,955.54   sFT  0.99993932   +0 30 39.2
 BW2535;UTM  15      - 3,487,578.518   639,233.972   MT  0.99983911   +0 45 59.8
 BW2535
 BW2535                          SUPERSEDED SURVEY CONTROL
 BW2535
 BW2535  NAD 83(1992)-  31 30 52.97447(N)    091 32 01.21776(W) AD(       ) 4
 BW2535  NAD 83(1986)-  31 30 52.97314(N)    091 32 01.21580(W) AD(       ) 4
 BW2535  NAD 27      -  31 30 52.37000(N)    091 32 00.78000(W) AD(       ) 3
 BW2535
 BW2535.Superseded values are not recommended for survey control.
 BW2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2535.See file dsdata.txt to determine how the superseded data were derived.
 BW2535
 BW2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3923487579(NAD 83)
 BW2535_MARKER: 51 = TANK
 BW2535
 BW2535  HISTORY     - Date     Condition        Report By
 BW2535  HISTORY     - 1929     FIRST OBSERVED   CGS
 BW2535
 BW2535                          STATION DESCRIPTION
 BW2535
 BW2535'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2536 ***********************************************************************
 BW2536  DESIGNATION -  WILLETTS RESET
 BW2536  PID         -  BW2536
 BW2536  STATE/COUNTY-  LA/CONCORDIA
 BW2536  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW2536
 BW2536                         *CURRENT SURVEY CONTROL
 BW2536  ___________________________________________________________________
 BW2536* NAD 83(1992)-  31 30 03.32789(N)    091 31 50.62520(W)     ADJUSTED  
 BW2536* NAVD 88     -        16.8    (meters)      55.     (feet)  VERTCON   
 BW2536  ___________________________________________________________________
 BW2536  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BW2536  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BW2536
 BW2536  HORZ ORDER  -  FIRST
 BW2536
 BW2536.The horizontal coordinates were established by classical geodetic methods
 BW2536.and adjusted by the National Geodetic Survey in May 1994..
 BW2536
 BW2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2536
 BW2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2536
 BW2536.The geoid height was determined by GEOID03.
 BW2536
 BW2536;                    North         East     Units Scale Factor Converg.
 BW2536;SPC LA N     -   111,389.773 1,092,075.410   MT  0.99994103   +0 30 44.8
 BW2536;SPC LA N     -   365,451.28  3,582,917.41   sFT  0.99994103   +0 30 44.8
 BW2536;SPC MS W     -   222,434.469   586,247.629   MT  1.00010954   -0 37 32.6
 BW2536;SPC MS W     -   729,770.42  1,923,380.76   sFT  1.00010954   -0 37 32.6
 BW2536;UTM  15      - 3,486,054.044   639,533.925   MT  0.99984014   +0 46 04.2
 BW2536
 BW2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2536!SPC LA N     -   1.00000151  x   0.99994103  =   0.99994254
 BW2536!SPC MS W     -   1.00000151  x   1.00010954  =   1.00011105
 BW2536!UTM  15      -   1.00000151  x   0.99984014  =   0.99984164
 BW2536
 BW2536|---------------------------------------------------------------------|
 BW2536| PID    Reference Object                     Distance      Geod. Az  |
 BW2536|                                                           dddmmss.s |
 BW2536| BW2538 WILLETTS RM 6                        17.932 METERS 14406     |
 BW2536| BW2478 WILLETTS 2                          APPROX. 0.8 KM 1442608.5 |
 BW2536| CY5872 WILLETTS RM 1                       219.600 METERS 17702     |
 BW2536| CY5874 WILLETTS RM 5                        16.235 METERS 20719     |
 BW2536| CY5873 WILLETTS RM 2                        30.080 METERS 31013     |
 BW2536|---------------------------------------------------------------------|
 BW2536
 BW2536                          SUPERSEDED SURVEY CONTROL
 BW2536
 BW2536  NAD 83(1992)-  31 30 03.34245(N)    091 31 50.62325(W) AD(       ) 1
 BW2536  NAD 83(1986)-  31 30 03.34235(N)    091 31 50.62143(W) AD(       ) 1
 BW2536  NAD 27      -  31 30 02.74052(N)    091 31 50.18935(W) AD(       ) 1
 BW2536  NGVD 29 (07/19/86)   16.8    (m)           55.     (f) VERT ANG       
 BW2536
 BW2536.Superseded values are not recommended for survey control.
 BW2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2536.See file dsdata.txt to determine how the superseded data were derived.
 BW2536
 BW2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ3953486054(NAD 83)
 BW2536_MARKER: DS = TRIANGULATION STATION DISK
 BW2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2536
 BW2536  HISTORY     - Date     Condition        Report By
 BW2536  HISTORY     - 1929     MONUMENTED       CGS
 BW2536  HISTORY     - 1936     GOOD             LAGS
 BW2536  HISTORY     - 1957     GOOD             USGS
 BW2536  HISTORY     - 1960     MARK NOT FOUND   USGS
 BW2536  HISTORY     - 1961     MARK NOT FOUND   USE
 BW2536  HISTORY     - 1977     SEE DESCRIPTION  NGS
 BW2536
 BW2536                          STATION DESCRIPTION
 BW2536
 BW2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2536'ABOUT 1 MILE S OF WILLETTS, A TOWN ABOUT 7 MILES SW OF VIDALIA,
 BW2536'ON RIGHT-OF-WAY OF TEXAS AND PACIFIC RAILWAY, 45 FEET S OF
 BW2536'CENTER LINE OF FIRST DIRT ROAD CROSSING RIGHT-OF-WAY S OF WILLETTS,
 BW2536'29.7 FEET E OF E RAIL, 33 FEET S OF SW CORNER OF SECTION HOUSE,
 BW2536'AND 537 FEET S OF S END OF SWITCH TRACK BELOW WILLETTS.
 BW2536'
 BW2536'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2536'DISKS SET IN CONCRETE.
 BW2536'
 BW2536'REFERENCE MARK NO.1 IS 5.5 FEET S OF CENTER OF 4-FOOT CULVERT,
 BW2536'28.5 FEET W OF W RAIL, AND 219.6 METERS (720 FEET) FROM STATION
 BW2536'S 2 DEG 58 MIN E.
 BW2536'
 BW2536'REFERENCE MARK NO.2 IS 81.2 FEET W OF W RAIL OF TEXAS AND
 BW2536'PACIFIC RAILWAY, 22 FEET N OF CENTER LINE OF E-AND-W DIRT
 BW2536'ROAD, 2 FEET E OF SE CORNER OF YARD FENCE (PAINTED WHITE) ABOUT
 BW2536'THE HOUSES OCCUPIED BY RAILWAY SECTION HANDS, AND 30.08 METERS
 BW2536'(98.7 FEET) FROM STATION N 49 DEG 47 MIN W.
 BW2536'
 BW2536'STATION IS REACHED FROM VIDALIA BY FOLLOWING RIVER ROAD TO
 BW2536'POINT ABOUT 1 MILE BELOW WHERE THIS ROAD LEADS INTO WILLETTS.
 BW2536'AT THIS POINT A DIRT ROAD LEADS W TO HOUSES OCCUPIED BY RAILWAY
 BW2536'EMPLOYEES.
 BW2536
 BW2536                          STATION RECOVERY (1936)
 BW2536
 BW2536'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BW2536'THE ORIGINAL DESCRIPTION FITS THIS STATION IN EVERY RESPECT.
 BW2536
 BW2536                          STATION RECOVERY (1957)
 BW2536
 BW2536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BW2536'REFERENCE MARKS 1 AND 2 NOT FOUND.
 BW2536
 BW2536                          STATION RECOVERY (1960)
 BW2536
 BW2536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BW2536'STATION MARK AND REFERENCE MARKS NOT RECOVERED.  THE MARKERS
 BW2536'WERE TAPED AND DUG FOR BUT NOT LOCATED.  NO. 6 ROAD NOW WHERE
 BW2536'OLD TRAM WAS, AND EVIDENTLY THE CONSTRUCTION HAS DESTROYED
 BW2536'THEM.  THE DRAINAGE DITCH HAS ALSO BEEN DUG.  A SECTION
 BW2536'HAND RECALLED SEEING ONLY ONE OF THE MARKERS AND HE SAID THAT
 BW2536'IT HAD SUBSEQUENTLY BEEN DESTROYED.
 BW2536
 BW2536                          STATION RECOVERY (1961)
 BW2536
 BW2536'RECOVERY NOTE BY US ENGINEERS 1961
 BW2536'STATION NOT LOCATED.  BELEIEVED DESTROYED.  THIS AREA IS NOW
 BW2536'A CLEAN, PLOWED FIELD WITH NO EVIDENCE OF MARK.  ALL HOUSES,
 BW2536'RAILROAD TRACKS AND CROSS TIES ARE GONE.  CULVERTS AND FILL
 BW2536'STILL THERE.
 BW2536
 BW2536                          STATION RECOVERY (1977)
 BW2536
 BW2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2536'THE UNDERGROUND MARK WAS RECOVERED, HOWEVER, THE DISK WAS
 BW2536'STAMPED FERRIDAY S BASE 1929.  INDICATIONS ARE THAT THE STATION
 BW2536'NAME WAS CHANGED AFTER THE UNDERGROUND MARK WAS SET, ALSO,
 BW2536'RECONNAISSANCE DID NOT RECOVER THIS STATION.  THE UNDERGROUND
 BW2536'POINT WAS HELD AND A NEW SURFACE MARK, UNDERGROUND MARK AND
 BW2536'REFERENCE MARK 5 AND 6 WERE ESTABLISHED AT THIS TIME.  PRIOR
 BW2536'TO RECOVERY, WILLETTS 2 WAS ESTABLISHED AND OCCUPIED. A
 BW2536'COMPLETE NEW DESCRIPTION FOLLOWS.
 BW2536'
 BW2536'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF FERRIDAY, 7 MILES
 BW2536'SOUTHWEST OF VIDALIA, 1/2 MILE WEST OF THE MISSISSIPPI RIVER
 BW2536'AND ON PROPERTY OWNED BY THE ESTATE OF M.O.MILLER, FORREST
 BW2536'MORO PLANTATION, STAR ROUTE, DEER PARK, LOUISIANA.  PERMISSION
 BW2536'WAS GRANTED BY MR. ROGER REYES, FORMAN, WHO LIVES FIRST HOUSE
 BW2536'NORTH OF THE STATION ON THE EAST SIDE OF GRAVELED ROAD, PHONE
 BW2536'318-336-7226.
 BW2536'
 BW2536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15
 BW2536'AND 131 WHICH IS ABOUT 7 MILES WEST OF VIDALIA, GO SOUTH ON
 BW2536'STATE HIGHWAY 15 FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 BW2536'AND GO WEST ON A GRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD
 BW2536'LEFT.  TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 1.0
 BW2536'MILE TO A OLD ROAD BED CROSSING AND THE STATION ON THE LEFT IN
 BW2536'THE SOUTHEAST ANGLE.
 BW2536'
 BW2536'STATION MARKS, STAMPED---WILLETTS 1929 1977---, ARE STANDARD
 BW2536'DISKS.  THE SURFACE DISK IS
 BW2536'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BW2536'THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 35 FEET EAST
 BW2536'OF THE CENTER OF A GRAVELED ROAD, 41 FEET SOUTH OF THE CENTER
 BW2536'OF A FIELD MEDIAN AND 29 FEET WEST OF A FENCE WITH A WITNESS
 BW2536'SIGN ATTACHED.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BW2536'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE
 BW2536'
 BW2536'REFERENCE MARK 5, STAMPED---WILLETTS 1929 NO 5 1977---, IS A
 BW2536'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2536'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 67
 BW2536'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 9 FEET NORTH OF
 BW2536'THE CENTER OF THE FIELD MEDIAN AND 1.5 FEET EAST OF A FENCE.
 BW2536'
 BW2536'REFERENCE MARK 6, STAMPED---WILLETTS 1929 NO 6 1977---, IS A
 BW2536'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2536'MONUMENT THAT IS 1 INCN BELOW THE GROUND SURFACE.  IT IS 63
 BW2536'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 3.7 FEET
 BW2536'NORTHWEST OF A FENCE WITH WITNESS SIGN ATTACHED AND 1.7 FEET
 BW2536'WEST OF A FENCE.
 BW2536'
 BW2536'WILLETTS 2 CAN BE USED AS AN AZIMUTH MARK.
 BW2536'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO FENCE ON LINE.
 BW2536'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1997 ***********************************************************************
 BJ1997  DESIGNATION -  WILLIE GIBSON BOLT
 BJ1997  PID         -  BJ1997
 BJ1997  STATE/COUNTY-  LA/IBERVILLE
 BJ1997  USGS QUAD   -  GRAND RIVER (1992)
 BJ1997
 BJ1997                         *CURRENT SURVEY CONTROL
 BJ1997  ___________________________________________________________________
 BJ1997* NAD 83(1986)-  30 13 41.     (N)    091 28 28.     (W)     SCALED    
 BJ1997* NAVD 88     -         3.32   (+/-2cm)      10.9    (feet)  VERTCON   
 BJ1997  ___________________________________________________________________
 BJ1997  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ1997
 BJ1997  VERT ORDER  -  ? (See Below)
 BJ1997
 BJ1997.The horizontal coordinates were scaled from a topographic map and have
 BJ1997.an estimated accuracy of +/- 6 seconds.
 BJ1997
 BJ1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1997.The vertical order pertains to the NGVD 29 superseded value.
 BJ1997
 BJ1997.The geoid height was determined by GEOID03.
 BJ1997
 BJ1997;                    North         East    Units  Estimated Accuracy
 BJ1997;SPC LA S     -   191,550.      986,420.      MT  (+/- 180 meters Scaled)
 BJ1997
 BJ1997                          SUPERSEDED SURVEY CONTROL
 BJ1997
 BJ1997  NGVD 29 (??/??/??)    3.347  (m)           10.98   (f) ADJUSTED    ?  
 BJ1997
 BJ1997.Superseded values are not recommended for survey control.
 BJ1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1997.See file dsdata.txt to determine how the superseded data were derived.
 BJ1997
 BJ1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP468450(NAD 83)
 BJ1997_MARKER: B = BOLT
 BJ1997_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1997_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1997
 BJ1997  HISTORY     - Date     Condition        Report By
 BJ1997  HISTORY     - UNK      MONUMENTED       DOD
 BJ1997  HISTORY     - 1933     GOOD             DOD
 BJ1997
 BJ1997                          STATION DESCRIPTION
 BJ1997
 BJ1997'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ1997'2.7 MI S FROM INDIAN VILLAGE.
 BJ1997'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ1997'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 11.9 MILES WEST ALONG
 BJ1997'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, IN THE
 BJ1997'NORTH END OF IRREGULAR SEC. 61, T. 10 S., R. 10 E., AT THE CONFLUENCE
 BJ1997'OF THE RIVER AND BAYOU PIGEON, 294 FEET SOUTH OF THE RIVER BANK, 86
 BJ1997'FEET SOUTH OF THE WILLIE GIBSON HOUSE, 62.6 FEET NORTHEAST OF P.B.M.
 BJ1997'30 (U.S.E.), DESCRIBED BELOW, 43 FEET EAST OF THE TOP OF THE BANK OF
 BJ1997'THE BAYOU, 37.8 FEET SOUTHEAST OF A SQUARE-BLAZED 4-INCH SYCAMORE
 BJ1997'TREE, 20 FEET NORTHEAST OF A SQUARE-BLAZED 12-INCH WHITE OAK TREE,
 BJ1997'15.3 FEET NORTH OF A SQUARE-BLAZED 9-INCH RED OAK TREE, AND 8.7 FEET
 BJ1997'EAST OF A SQUARE-BLAZED 18-INCH DEAD THORN TREE.  A COPPER BOLT, SET
 BJ1997'IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BJ1997'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND
 BJ1997'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1996 ***********************************************************************
 BJ1996  DESIGNATION -  WILLIE GIBSON CAP
 BJ1996  PID         -  BJ1996
 BJ1996  STATE/COUNTY-  LA/IBERVILLE
 BJ1996  USGS QUAD   -  GRAND RIVER (1992)
 BJ1996
 BJ1996                         *CURRENT SURVEY CONTROL
 BJ1996  ___________________________________________________________________
 BJ1996* NAD 83(1986)-  30 13 41.     (N)    091 28 28.     (W)     SCALED    
 BJ1996* NAVD 88     -         4.54   (+/-2cm)      14.9    (feet)  VERTCON   
 BJ1996  ___________________________________________________________________
 BJ1996  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ1996
 BJ1996  VERT ORDER  -  ? (See Below)
 BJ1996
 BJ1996.The horizontal coordinates were scaled from a topographic map and have
 BJ1996.an estimated accuracy of +/- 6 seconds.
 BJ1996
 BJ1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1996.The vertical order pertains to the NGVD 29 superseded value.
 BJ1996
 BJ1996.The geoid height was determined by GEOID03.
 BJ1996
 BJ1996;                    North         East    Units  Estimated Accuracy
 BJ1996;SPC LA S     -   191,550.      986,420.      MT  (+/- 180 meters Scaled)
 BJ1996
 BJ1996                          SUPERSEDED SURVEY CONTROL
 BJ1996
 BJ1996  NGVD 29 (??/??/??)    4.563  (m)           14.97   (f) ADJUSTED    ?  
 BJ1996
 BJ1996.Superseded values are not recommended for survey control.
 BJ1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1996.See file dsdata.txt to determine how the superseded data were derived.
 BJ1996
 BJ1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP468450(NAD 83)
 BJ1996_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BJ1996_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ1996_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BJ1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1996
 BJ1996  HISTORY     - Date     Condition        Report By
 BJ1996  HISTORY     - UNK      MONUMENTED       DOD
 BJ1996  HISTORY     - 1933     GOOD             DOD
 BJ1996
 BJ1996                          STATION DESCRIPTION
 BJ1996
 BJ1996'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 BJ1996'2.7 MI S FROM INDIAN VILLAGE.
 BJ1996'ABOUT 2.7 MILES SOUTH ALONG THE LEFT BANK OF BAYOU PLAQUEMINE FROM
 BJ1996'INDIAN VILLAGE, IBERVILLE PARISH, THENCE ABOUT 11.9 MILES WEST ALONG
 BJ1996'THE RIGHT BANK OF UPPER GRAND RIVER FROM THE JACK MILLER STORE, IN THE
 BJ1996'NORTH END OF IRREGULAR SEC. 61, T. 10 S., R. 10 E., AT THE CONFLUENCE
 BJ1996'OF THE RIVER AND BAYOU PIGEON, 294 FEET SOUTH OF THE RIVER BANK, 86
 BJ1996'FEET SOUTH OF THE WILLIE GIBSON HOUSE, 62.6 FEET NORTHEAST OF P.B.M.
 BJ1996'30 (U.S.E.), DESCRIBED BELOW, 43 FEET EAST OF THE TOP OF THE BANK OF
 BJ1996'THE BAYOU, 37.8 FEET SOUTHEAST OF A SQUARE-BLAZED 4-INCH SYCAMORE
 BJ1996'TREE, 20 FEET NORTHEAST OF A SQUARE-BLAZED 12-INCH WHITE OAK TREE,
 BJ1996'15.3 FEET NORTH OF A SQUARE-BLAZED 9-INCH RED OAK TREE, AND 8.7 FEET
 BJ1996'EAST OF A SQUARE-BLAZED 18-INCH DEAD THORN TREE.  AN IRON PIPE
 BJ1996'PROJECTING ABOUT 2 FEET ABOVE GROUND AND BEARING A CORPS OF ENGINEERS,
 BJ1996'U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0792 ***********************************************************************
 AV0792  DESIGNATION -  WILLOW
 AV0792  PID         -  AV0792
 AV0792  STATE/COUNTY-  LA/CAMERON
 AV0792  USGS QUAD   -  SWEET LAKE (1982)
 AV0792
 AV0792                         *CURRENT SURVEY CONTROL
 AV0792  ___________________________________________________________________
 AV0792* NAD 83(1992)-  29 58 24.98444(N)    093 11 42.92723(W)     ADJUSTED  
 AV0792* NAVD 88     -         0.   **(meters)       0.   **(feet)  SCALED    
 AV0792  **This station is located in a subsidence area (see below).
 AV0792  ___________________________________________________________________
 AV0792  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AV0792  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AV0792
 AV0792  HORZ ORDER  -  SECOND
 AV0792
 AV0792.The horizontal coordinates were established by classical geodetic methods
 AV0792.and adjusted by the National Geodetic Survey in January 1993..
 AV0792
 AV0792 ** The orthometric height has not been validated since last determined
 AV0792 ** by differential leveling and should not be used for control purposes.
 AV0792 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0792 ** area with valid NAVD 88 orthometric heights.
 AV0792 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0792 ** epoch indicated which incorporates improved geoid heights for the
 AV0792 ** Southern Louisiana Subsidence area.
 AV0792 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0792.The orthometric height was scaled from a topographic map.
 AV0792
 AV0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0792
 AV0792.The geoid height was determined by GEOID03.
 AV0792
 AV0792;                    North         East     Units Scale Factor Converg.
 AV0792;SPC LA S     -   164,800.676   820,323.567   MT  0.99992586   -0 55 51.5
 AV0792;SPC LA S     -   540,683.55  2,691,344.90   sFT  0.99992586   -0 55 51.5
 AV0792;UTM  15      - 3,315,876.813   481,162.860   MT  0.99960438   -0 05 51.2
 AV0792
 AV0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0792!SPC LA S     -   1.00000424  x   0.99992586  =   0.99993010
 AV0792!UTM  15      -   1.00000424  x   0.99960438  =   0.99960862
 AV0792
 AV0792|---------------------------------------------------------------------|
 AV0792| PID    Reference Object                     Distance      Geod. Az  |
 AV0792|                                                           dddmmss.s |
 AV0792| CV9531 WILLOW RM 2                          20.780 METERS 00404     |
 AV0792| CV9826 GRAND LAKE CHURCH                                  3120445.9 |
 AV0792| CV9529 WILLOW RM                            45.629 METERS 31641     |
 AV0792| CV9530 WILLOW RM 1                          45.610 METERS 31654     |
 AV0792| BK3103 MCCAIN                              APPROX. 4.6 KM 3534452.9 |
 AV0792|---------------------------------------------------------------------|
 AV0792
 AV0792                          SUPERSEDED SURVEY CONTROL
 AV0792
 AV0792  NAD 83(1986)-  29 58 25.00991(N)    093 11 42.91429(W) AD(       ) 2
 AV0792  NAD 27      -  29 58 24.23700(N)    093 11 42.35100(W) AD(       ) 2
 AV0792
 AV0792.Superseded values are not recommended for survey control.
 AV0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0792.See file dsdata.txt to determine how the superseded data were derived.
 AV0792
 AV0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8116315877(NAD 83)
 AV0792_MARKER: DD = SURVEY DISK
 AV0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0792
 AV0792  HISTORY     - Date     Condition        Report By
 AV0792  HISTORY     - 1934     MONUMENTED       USGS
 AV0792  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0792
 AV0792                          STATION DESCRIPTION
 AV0792
 AV0792'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (JCB)
 AV0792'STATION IS AT THE JUNCTION OF THE INTRACOASTAL CANAL AND WILLOW
 AV0792'LAKE, 4 MILES SE OF GRAND LAKE FERRY ACROSS THE INTRACOASTAL
 AV0792'CANAL.  IT IS 12 METERS N OF THE N BANK OF THE INTRACOASTAL
 AV0792'CANAL AND 5 METERS W OF THE W BANK OF A SMALL CANAL WHICH JOINS
 AV0792'WILLOW LAKE WITH THE INTRACOASTAL CANAL.
 AV0792'
 AV0792'STATION IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 AV0792'STAMPED WILLOW, 1933, SET IN A CONCRETE MONUMENT 10 INCHES
 AV0792'SQUARE, AND PROJECTING 12 INCHES ABOVE THE GROUND.
 AV0792'
 AV0792'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. DISK SET IN A
 AV0792'CONCRETE MONUMENT 10 INCHES SQUARE.
 AV0792'
 AV0792'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK SET
 AV0792'IN A CONCRETE MONUMENT CAST IN AN 8 1/2-INCH SQUARE CLAY TILE,
 AV0792'STAMPED R.M. 2, 1934.
 AV0792'
 AV0792'STATION IS REACHED BY BOAT.
 AV0792'
 AV0792'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
 AV0792
 AV0792                          STATION RECOVERY (1947)
 AV0792
 AV0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0792'STATION AND REFERENCE MARKS 1 AND 2 SEARCHED FOR BUT NOT
 AV0792'RECOVERED.  BELIEVED TO BE LOST, DUE TO WIDENING OF CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3506 ***********************************************************************
 AU3506  DESIGNATION -  WILLSWOOD AZ MK 2
 AU3506  PID         -  AU3506
 AU3506  STATE/COUNTY-  LA/JEFFERSON
 AU3506  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3506
 AU3506                         *CURRENT SURVEY CONTROL
 AU3506  ___________________________________________________________________
 AU3506* NAD 83(1992)-  29 55 23.23667(N)    090 13 23.43417(W)     ADJUSTED  
 AU3506* NAVD 88     -         2.   **(meters)       7.   **(feet)  VERTCON   
 AU3506  **This station is located in a subsidence area (see below).
 AU3506  ___________________________________________________________________
 AU3506  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AU3506  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU3506
 AU3506  HORZ ORDER  -  THIRD
 AU3506
 AU3506.The horizontal coordinates were established by classical geodetic methods
 AU3506.and adjusted by the National Geodetic Survey in January 1993..
 AU3506.No horizontal observational check was made to the station.
 AU3506
 AU3506 ** The orthometric height has not been validated since last determined
 AU3506 ** by differential leveling and should not be used for control purposes.
 AU3506 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3506 ** area with valid NAVD 88 orthometric heights.
 AU3506 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3506 ** epoch indicated which incorporates improved geoid heights for the
 AU3506 ** Southern Louisiana Subsidence area.
 AU3506 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU3506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3506
 AU3506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3506
 AU3506.The geoid height was determined by GEOID03.
 AU3506
 AU3506;                    North         East     Units Scale Factor Converg.
 AU3506;SPC LA S     -   158,264.133 1,107,187.864   MT  0.99992666   +0 33 18.3
 AU3506;SPC LA S     -   519,238.24  3,632,498.85   sFT  0.99992666   +0 33 18.3
 AU3506;UTM  15      - 3,313,508.748   768,077.521   MT  1.00048677   +1 23 09.6
 AU3506
 AU3506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3506!SPC LA S     -   1.00000379  x   0.99992666  =   0.99993045
 AU3506!UTM  15      -   1.00000379  x   1.00048677  =   1.00049056
 AU3506
 AU3506                          SUPERSEDED SURVEY CONTROL
 AU3506
 AU3506  NAD 83(1986)-  29 55 23.25288(N)    090 13 23.43381(W) AD(       ) 3
 AU3506  NGVD 29 (11/02/92)    2.     (m)            7.     (f) VERT ANG       
 AU3506
 AU3506.Superseded values are not recommended for survey control.
 AU3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3506.See file dsdata.txt to determine how the superseded data were derived.
 AU3506
 AU3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6807813509(NAD 83)
 AU3506_MARKER: DZ = AZIMUTH MARK DISK
 AU3506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3506_STAMPING: WILLSWOOD AZI 2 1930 1966
 AU3506_MARK LOGO: CGS   
 AU3506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3506+STABILITY: SURFACE MOTION
 AU3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3506+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1984
 AU3506
 AU3506  HISTORY     - Date     Condition        Report By
 AU3506  HISTORY     - 1966     MONUMENTED       CGS
 AU3506  HISTORY     - 19840724 GOOD             NGS
 AU3506
 AU3506                          STATION DESCRIPTION
 AU3506
 AU3506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 AU3506'THE AZIMUTH MARK WAS VISITED IN JULY 1984 AND WAS RECOVERED AND FOUND
 AU3506'IN GOOD CONDITION.  THE 1972 DESCRIPTION IS ADEQUATE TO RECOVER THIS
 AU3506'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU3354 ***********************************************************************
 AU3354  DESIGNATION -  WILLSWOOD RESET
 AU3354  PID         -  AU3354
 AU3354  STATE/COUNTY-  LA/JEFFERSON
 AU3354  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU3354
 AU3354                         *CURRENT SURVEY CONTROL
 AU3354  ___________________________________________________________________
 AU3354* NAD 83(1992)-  29 55 25.46347(N)    090 13 38.00773(W)     ADJUSTED  
 AU3354* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU3354  **This station is located in a subsidence area (see below).
 AU3354  ___________________________________________________________________
 AU3354  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU3354  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU3354  DYNAMIC HT  -           1.6   (meters)       5.    (feet)  COMP
 AU3354  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 AU3354  OBS GRAVITY -     979,311.1   (mgal)                       GRAV_OBS
 AU3354
 AU3354  HORZ ORDER  -  FIRST
 AU3354  VERT ORDER  -  THIRD (See Below)
 AU3354
 AU3354.The horizontal coordinates were established by classical geodetic methods
 AU3354.and adjusted by the National Geodetic Survey in January 1993..
 AU3354
 AU3354 ** The orthometric height has not been validated since last determined
 AU3354 ** by differential leveling and should not be used for control purposes.
 AU3354 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU3354 ** area with valid NAVD 88 orthometric heights.
 AU3354 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3354 ** epoch indicated which incorporates improved geoid heights for the
 AU3354 ** Southern Louisiana Subsidence area.
 AU3354 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU3354.The orthometric height was scaled from a topographic map.
 AU3354.The vertical order pertains to the NGVD 29 superseded value.
 AU3354
 AU3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU3354
 AU3354.The geoid height was determined by GEOID03.
 AU3354
 AU3354.The dynamic height is computed by dividing the NAVD 88
 AU3354.geopotential number by the normal gravity value computed on the
 AU3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU3354.degrees latitude (g = 980.6199 gals.).
 AU3354
 AU3354.The modeled gravity was interpolated from observed gravity values.
 AU3354.The observed gravity was obtained from relative gravimeter ties
 AU3354.to the IGSN71 gravity network.
 AU3354
 AU3354;                    North         East     Units Scale Factor Converg.
 AU3354;SPC LA S     -   158,328.913 1,106,796.351   MT  0.99992665   +0 33 11.0
 AU3354;SPC LA S     -   519,450.78  3,631,214.36   sFT  0.99992665   +0 33 11.0
 AU3354;UTM  15      - 3,313,567.876   767,684.891   MT  1.00048417   +1 23 02.5
 AU3354
 AU3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3354!SPC LA S     -   1.00000384  x   0.99992665  =   0.99993049
 AU3354!UTM  15      -   1.00000384  x   1.00048417  =   1.00048801
 AU3354
 AU3354:                Primary Azimuth Mark                     Grid Az
 AU3354:SPC LA S     -  WILLSWOOD AZ MK RESET                    043 46 50.9
 AU3354:UTM  15      -  WILLSWOOD AZ MK RESET                    042 56 59.4
 AU3354
 AU3354|---------------------------------------------------------------------|
 AU3354| PID    Reference Object                     Distance      Geod. Az  |
 AU3354|                                                           dddmmss.s |
 AU3354| AU0759 WILLSWOOD AZ MK RESET                              0442001.9 |
 AU3354| AU0349 A 10                                111.941 METERS 04523     |
 AU3354| AU2777 HARAHAN CROSSING N BK HI LN TR      APPROX. 4.0 KM 0705825.3 |
 AU3354| AU2778 HARAHAN CROSS S BANK HIGH TWR       APPROX. 4.7 KM 0834019.8 |
 AU3354| AU3506 WILLSWOOD AZ MK 2                   396.865 METERS 09957     |
 AU3354| AU2796 AVONDALE ELBILCO MAST               APPROX. 3.0 KM 1281856.4 |
 AU3354| AU0351 WILLSWOOD RM 3                       16.336 METERS 18809     |
 AU3354| AU0755 WILLSWOOD RM 1                       23.735 METERS 20021     |
 AU3354| AU0352 WILLSWOOD RM 2                       74.682 METERS 31002     |
 AU3354|---------------------------------------------------------------------|
 AU3354
 AU3354                          SUPERSEDED SURVEY CONTROL
 AU3354
 AU3354  NAD 83(1986)-  29 55 25.47952(N)    090 13 38.00739(W) AD(       ) 1
 AU3354  NGVD 29 (09/18/05)    1.61   (m)            5.3    (f) RESET       3  
 AU3354
 AU3354.Superseded values are not recommended for survey control.
 AU3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU3354.See file dsdata.txt to determine how the superseded data were derived.
 AU3354
 AU3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6768513568(NAD 83)
 AU3354_MARKER: DH = HORIZONTAL CONTROL DISK
 AU3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU3354_SP_SET: CONCRETE POST
 AU3354_STAMPING: WILLSWOOD 1930 1984
 AU3354_MARK LOGO: NGS   
 AU3354_PROJECTION: RECESSED 5 CENTIMETERS
 AU3354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU3354+STABILITY: SURFACE MOTION
 AU3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU3354+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 AU3354
 AU3354  HISTORY     - Date     Condition        Report By
 AU3354  HISTORY     - 1984     MONUMENTED       NGS
 AU3354  HISTORY     - 19840101 GOOD             NGS
 AU3354  HISTORY     - 19941122 GOOD             NGS
 AU3354
 AU3354                          STATION DESCRIPTION
 AU3354
 AU3354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU3354'IN WILLSWOOD.
 AU3354'16.1 KM (10.00 MI) WEST-SOUTHWEST OF NEW ORLEANS, 0.8 KM (0.50 MI)
 AU3354'SOUTH OF THE MISSISSIPPI RIVER LEVEE, 6.0 KM (3.75 MI) SOUTHWEST OF
 AU3354'THE SOUTH END OF THE HUEY P LONG BRIDGE.  OWNERSHIP--MR ALFRED
 AU3354'ROBICHEAX THIBODAUX, LOUISIANA, 14.8 M (48.6 FT) WEST OF THE WEST END
 AU3354'OF A 24-INCH METAL CULVERT, 14.6 M (47.9 FT) EAST-NORTHEAST OF A
 AU3354'9-INCH SOAPNUT TREE, 13.4 M (44.0 FT) NORTHWEST OF THE CENTER OF
 AU3354'WILLSWOOD LANE, AND 0.8 M (2.6 FT) SOUTHEAST OF A BARBED WIRE FENCE.
 AU3354'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AU3354'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AU3354
 AU3354                          STATION RECOVERY (1984)
 AU3354
 AU3354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (FLM)
 AU3354'ABOUT 16.1 KM (10 MI) WEST SOUTHWEST OF NEW ORLEANS, 0.8 KM (0.5 MI)
 AU3354'SOUTH OF THE MISSISSIPPI RIVER LEVEE, 6.0 KM (3.8 MI) SOUTHWEST OF THE
 AU3354'SOUTH END OF THE HUEY P LONG BRIDGE.  OWNERSHIP--MR ALFRED ROBICHEAX
 AU3354'THIBODAUX, LOUISIANA, 14.8 METERS (48.5 FT) WEST OF THE WEST END OF A
 AU3354'24-INCH METAL CULVERT, 14.6 METERS (48 FT) EAST NORTHEAST OF A 4-INCH
 AU3354'SOAPNUT TREE, 13.4 METERS (44 FT) NORTHWEST OF THE CENTER OF WILLSWOOD
 AU3354'LANE, AND 0.8 METER (2.5 FT) SOUTHEAST OF A BARBED WIRE FENCE.
 AU3354' 
 AU3354'A DISK SET INTO THE TOP OF A CONCRETE POST RECESSED 5 CM BELOW GROUND
 AU3354'ABOUT LEVEL WITH THE ROAD, 0.3 M SE FROM A WITNESS POST.
 AU3354
 AU3354                          STATION RECOVERY (1994)
 AU3354
 AU3354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU3354'17.5 KM (10.85 MI) EASTERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 AU3354'OF STATE HIGHWAY 52 IN LULING, THENCE 0.8 KM (0.50 MI) SOUTHWESTERLY
 AU3354'ALONG WILLSWOOD LANE, 76.8 M (252.0 FT) SOUTHEAST OF REFERENCE MARK 2,
 AU3354'13.0 M (42.7 FT) NORTHWEST OF THE LANE CENTERLINE, 10.5 M (34.4 FT)
 AU3354'WEST OF THE NORTHWEST END OF A, 4.7 M (15.4 FT) NORTHEAST OF A T-FENCE
 AU3354'CORNER, 0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 0.5 M
 AU3354'(1.6 FT) BELOW THE LEVEL OF THE LANE, AND THE MONUMENT IS FLUSH WITH
 AU3354'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0352 ***********************************************************************
 AU0352  DESIGNATION -  WILLSWOOD RM 2
 AU0352  PID         -  AU0352
 AU0352  STATE/COUNTY-  LA/JEFFERSON
 AU0352  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AU0352
 AU0352                         *CURRENT SURVEY CONTROL
 AU0352  ___________________________________________________________________
 AU0352* NAD 83(1992)-  29 55 27.02350(N)    090 13 40.13965(W)     ADJUSTED  
 AU0352* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU0352  **This station is located in a subsidence area (see below).
 AU0352  ___________________________________________________________________
 AU0352  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU0352  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AU0352  DYNAMIC HT  -           1.6   (meters)       5.    (feet)  COMP
 AU0352  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 AU0352  OBS GRAVITY -     979,311.1   (mgal)                       GRAV_OBS
 AU0352
 AU0352  HORZ ORDER  -  THIRD
 AU0352  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU0352
 AU0352.The horizontal coordinates were established by classical geodetic methods
 AU0352.and adjusted by the National Geodetic Survey in January 1993..
 AU0352.No horizontal observational check was made to the station.
 AU0352
 AU0352 ** The orthometric height has not been validated since last determined
 AU0352 ** by differential leveling and should not be used for control purposes.
 AU0352 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU0352 ** area with valid NAVD 88 orthometric heights.
 AU0352 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0352 ** epoch indicated which incorporates improved geoid heights for the
 AU0352 ** Southern Louisiana Subsidence area.
 AU0352 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0352.The orthometric height was scaled from a topographic map.
 AU0352.WARNING-Repeat measurements at this control monument indicate possible
 AU0352.vertical movement.
 AU0352.The vertical order pertains to the first NAVD 88 superseded value.
 AU0352
 AU0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0352
 AU0352.The geoid height was determined by GEOID03.
 AU0352
 AU0352.The dynamic height is computed by dividing the NAVD 88
 AU0352.geopotential number by the normal gravity value computed on the
 AU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0352.degrees latitude (g = 980.6199 gals.).
 AU0352
 AU0352.The modeled gravity was interpolated from observed gravity values.
 AU0352.The observed gravity was obtained from relative gravimeter ties
 AU0352.to the IGSN71 gravity network.
 AU0352
 AU0352;                    North         East     Units Scale Factor Converg.
 AU0352;SPC LA S     -   158,376.392 1,106,738.712   MT  0.99992663   +0 33 10.0
 AU0352;SPC LA S     -   519,606.55  3,631,025.26   sFT  0.99992663   +0 33 10.0
 AU0352;UTM  15      - 3,313,614.540   767,626.536   MT  1.00048378   +1 23 01.5
 AU0352
 AU0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0352!SPC LA S     -   1.00000383  x   0.99992663  =   0.99993046
 AU0352!UTM  15      -   1.00000383  x   1.00048378  =   1.00048761
 AU0352
 AU0352                          SUPERSEDED SURVEY CONTROL
 AU0352
 AU0352  NAD 83(1986)-  29 55 27.03951(N)    090 13 40.13933(W) AD(       ) 3
 AU0352  NAVD 88 (02/14/94)    1.590  (m)            5.22   (f) UNKNOWN     1 1
 AU0352  NAVD 88 (06/15/91)    1.651  (m)            5.42   (f) UNKNOWN     1 1
 AU0352  NGVD 29 (??/??/??)    1.676  (m)            5.50   (f) ADJUSTED    1 1
 AU0352
 AU0352.Superseded values are not recommended for survey control.
 AU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0352.See file dsdata.txt to determine how the superseded data were derived.
 AU0352
 AU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6762713615(NAD 83)
 AU0352_MARKER: DR = REFERENCE MARK DISK
 AU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU0352_STAMPING: WILLSWOOD NO 2 1930
 AU0352_MARK LOGO: CGS   
 AU0352_PROJECTION: PROJECTING 10 CENTIMETERS
 AU0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0352+STABILITY: SURFACE MOTION
 AU0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU0352+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 AU0352
 AU0352  HISTORY     - Date     Condition        Report By
 AU0352  HISTORY     - 1930     MONUMENTED       CGS
 AU0352  HISTORY     - 1969     GOOD             CGS
 AU0352  HISTORY     - 1977     GOOD             NGS
 AU0352  HISTORY     - 1984     GOOD             NGS
 AU0352  HISTORY     - 1984     GOOD             LA-051
 AU0352  HISTORY     - 19941122 GOOD             NGS
 AU0352
 AU0352                          STATION DESCRIPTION
 AU0352
 AU0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0352'1.1 MI NW FROM WAGGAMAN.
 AU0352'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 AU0352'FROM THE CROSSING OF GEORGE STREET AT WAGGAMAN, THENCE 0.1 MILE
 AU0352'SOUTHWEST ALONG A PRIVATE ROAD, 245.1 FEET NORTHWEST OF THE STATION
 AU0352'MARK DESCRIBED, 63 1/2 FEET SOUTHWEST OF A 40-INCH TREE, 41 1/2 FEET
 AU0352'NORTHEAST OF A FENCE CORNER, 133 FEET SOUTHEAST OF A 40-INCH PALM
 AU0352'TREE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AU0352'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 AU0352'THE LEVEL OF THE GROUND.
 AU0352
 AU0352                          STATION RECOVERY (1977)
 AU0352
 AU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0352'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF GEORGE
 AU0352'STREET AT WAGGAMAN, THENCE 0.5 MILE SOUTHWEST ALONG A SHELL ROAD, IN
 AU0352'A  LARGE OPEN FIELD, 0.1 MILE SOUTHWEST OF THE CROSSING OF THE
 AU0352'SOUTHERN PACIFIC RAILROAD, 245.1 FT. NORTHWEST OF THE STATION MARK
 AU0352'DESCRIBED, 133 FT. SOUTHEAST OF A 40-INCH PALM TREE, 63.5 FT.
 AU0352'SOUTHWEST OF A 40-INCH TREE, 41.5 FT. NORTHEAST OF A FENCE CORNER,
 AU0352
 AU0352                          STATION RECOVERY (1984)
 AU0352
 AU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU0352'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM
 AU0352'(0.7 MI) NORTH ALONG AVONDALE GARDEN ROAD FROM THE JUNCTION OF U.S.
 AU0352'HIGHWAY 90 IN ANONDALE, THENCE 1.8 KM (1.1 MI) NORTHWEST ALONG RIVER
 AU0352'ROAD (STATE HIGHWAY 18), THENCE 0.6 KM (0.4 MI) SOUTHWEST ALONG A
 AU0352'SHELL ROAD, AT AN OLD FENCE LINE LEADING NORTHWEST AND IS ABOUT
 AU0352'77.72 METERS (255.0 FT) NORTHWEST OF WILLSWOOD RM 3.  TIMBER ON LINE
 AU0352'BETWEEN MARKS, 19.35 METERS (63.5 FT) SOUTHWEST OF A 40 INCH TREE,
 AU0352'79.24 METERS (260.0 FT) NORTHWEST OF THE CENTER OF THE SHELL ROAD.
 AU0352'THE MARK IS 0.36 METERS  NE FROM A WITNESS POST.
 AU0352
 AU0352                          STATION RECOVERY (1984)
 AU0352
 AU0352'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU0352'RECOVERED IN GOOD CONDITION.
 AU0352
 AU0352                          STATION RECOVERY (1994)
 AU0352
 AU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU0352'17.5 KM (10.85 MI) EASTERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 AU0352'OF STATE HIGHWAY 52 IN LULING, THENCE 0.8 KM (0.50 MI) SOUTHWESTERLY
 AU0352'ALONG WILLSWOOD LANE, 89.8 M (294.6 FT) NORTHWEST OF THE LANE
 AU0352'CENTERLINE, 76.8 M (252.0 FT) NORTHWEST OF THE TRIANGULATION STATION
 AU0352'WILLSWOOD RESET, 6.5 M (21.3 FT) NORTHEAST OF A FENCE CORNER, 1.2 M
 AU0352'(3.9 FT) SOUTHEAST OF A FENCE, 0.4 M (1.3 FT) NORTHEAST OF A 20-INCH
 AU0352'TREE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 AU0352'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4199 ***********************************************************************
 BJ4199  DESIGNATION -  WILMER
 BJ4199  PID         -  BJ4199
 BJ4199  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4199  USGS QUAD   -  WILMER (1983)
 BJ4199
 BJ4199                         *CURRENT SURVEY CONTROL
 BJ4199  ___________________________________________________________________
 BJ4199* NAD 83(1992)-  30 48 00.27708(N)    090 20 52.48427(W)     ADJUSTED  
 BJ4199* NAVD 88     -        76.1    (meters)     250.     (feet)  VERTCON   
 BJ4199  ___________________________________________________________________
 BJ4199  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BJ4199  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ4199
 BJ4199  HORZ ORDER  -  FIRST
 BJ4199
 BJ4199.The horizontal coordinates were established by classical geodetic methods
 BJ4199.and adjusted by the National Geodetic Survey in May 1994..
 BJ4199
 BJ4199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4199
 BJ4199.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4199
 BJ4199.The geoid height was determined by GEOID03.
 BJ4199
 BJ4199;                    North         East     Units Scale Factor Converg.
 BJ4199;SPC LA S     -   255,364.113 1,094,308.667   MT  1.00002281   +0 29 33.8
 BJ4199;SPC LA S     -   837,807.09  3,590,244.35   sFT  1.00002281   +0 29 33.8
 BJ4199;UTM  15      - 3,410,454.285   753,754.447   MT  1.00039438   +1 21 31.4
 BJ4199
 BJ4199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4199!SPC LA S     -   0.99999233  x   1.00002281  =   1.00001514
 BJ4199!UTM  15      -   0.99999233  x   1.00039438  =   1.00038670
 BJ4199
 BJ4199|---------------------------------------------------------------------|
 BJ4199| PID    Reference Object                     Distance      Geod. Az  |
 BJ4199|                                                           dddmmss.s |
 BJ4199| CW1655 WILMER RM 1                          26.915 METERS 01003     |
 BJ4199| CW1654 WILMER AZ MK                                       2202854.2 |
 BJ4199| CW1656 WILMER RM 2                          26.572 METERS 26203     |
 BJ4199|---------------------------------------------------------------------|
 BJ4199
 BJ4199                          SUPERSEDED SURVEY CONTROL
 BJ4199
 BJ4199  NAD 83(1992)-  30 48 00.27883(N)    090 20 52.48378(W) AD(       ) 1
 BJ4199  NAD 83(1986)-  30 48 00.29140(N)    090 20 52.48136(W) AD(       ) 1
 BJ4199  NAD 27      -  30 47 59.62757(N)    090 20 52.15817(W) AD(       ) 1
 BJ4199  NGVD 29 (07/19/86)   76.2    (m)          250.     (f) VERT ANG       
 BJ4199
 BJ4199.Superseded values are not recommended for survey control.
 BJ4199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4199.See file dsdata.txt to determine how the superseded data were derived.
 BJ4199
 BJ4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5375410454(NAD 83)
 BJ4199_MARKER: DS = TRIANGULATION STATION DISK
 BJ4199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4199
 BJ4199  HISTORY     - Date     Condition        Report By
 BJ4199  HISTORY     - 1970     MONUMENTED       NGS
 BJ4199  HISTORY     - 20060413 MARK NOT FOUND   NGS
 BJ4199
 BJ4199                          STATION DESCRIPTION
 BJ4199
 BJ4199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4199'THE STATION IS LOCATED ABOUT 12 MILES WEST-SOUTHWEST OF FRANKLINTON,
 BJ4199'10.5 MILES SOUTHEAST OF TANGIPAHOA, 10 MILES EAST-NORTHEAST OF
 BJ4199'ROSELAND, 1.5 MILES SOUTHEAST OF WILMER AND ON LAND OWNED BY MR.
 BJ4199'CHARLES DEWITT WHO LIVES IN CALIFORNIA.  THE LAND IS LEASED BY MR.
 BJ4199'H.D. CLOMONS OF AMITE, LOUISIANA.
 BJ4199'
 BJ4199'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 1061
 BJ4199'AT THE WILMER POST OFFICE, ABOUT 9.5 MILES EAST OF ROSELAND, GO
 BJ4199'SOUTHEAST ON STATE HIGHWAY 1061 FOR 1.3 MILES TO A Y-FORK, CONTINUE
 BJ4199'ON STATE HIGHWAY 1061 FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 BJ4199'AND GO EASTERLY ON A GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE
 BJ4199'LEFT.  TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT, CONTINUE
 BJ4199'ON STATE HIGHWAY 1061 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 BJ4199'
 BJ4199'THE STATION MARK IS A STANDARD DISK, STAMPED WILMER 1970, SET IN THE
 BJ4199'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ4199'THE GROUND SURFACE.  IT IS 36 FEET NORTHWEST OF THE GRAVELED ROAD,
 BJ4199'35 FEET SOUTHEAST OF A 10-INCH PINE TREE, 29 FEET NORTHEAST OF A
 BJ4199'14-INCH PINE TREE AND 4 FEET NORTHEAST OF METAL WITNESS POST.
 BJ4199'
 BJ4199'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILMER NO 1 1970, SET IN
 BJ4199'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4199'WITH THE GROUND SURFACE.  IT IS 96 FEET NORTHWEST OF THE GRAVELED
 BJ4199'ROAD, 43 FEET NORTHEAST OF A 14-INCH PINE TREE, 37 FEET SOUTH OF A
 BJ4199'18-INCH PINE TREE AND 16 FEET NORTH OF A 8-INCH PINE TREE.
 BJ4199'
 BJ4199'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILMER NO 2 1970, SET IN
 BJ4199'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BJ4199'WITH THE GROUND SURFACE.  IT IS 86 FEET NORTHWEST OF THE GRAVELED
 BJ4199'ROAD, 43 FEET NORTH OF A 14-INCH PINE TREE AND 23 FEET SOUTHEAST OF
 BJ4199'A 20-INCH PINE TREE.
 BJ4199'
 BJ4199'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WILMER 1970, SET IN THE
 BJ4199'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BJ4199'3-INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET NORTHEAST OF A
 BJ4199'STATE HIGHWAY RIGHT-OF-WAY CONCRETE POST, 40 FEET WEST-NORTHWEST OF
 BJ4199'STATE HIGHWAY 1061 AND 2 FEET WEST-NORTHWEST OF A METAL WITNESS
 BJ4199'POST.
 BJ4199'
 BJ4199'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 BJ4199
 BJ4199                          STATION RECOVERY (2006)
 BJ4199
 BJ4199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 BJ4199'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4202 ***********************************************************************
 BJ4202  DESIGNATION -  WILMER S CEN BELL MICROWAVE
 BJ4202  PID         -  BJ4202
 BJ4202  STATE/COUNTY-  LA/TANGIPAHOA
 BJ4202  USGS QUAD   -  CHESBROUGH (1983)
 BJ4202
 BJ4202                         *CURRENT SURVEY CONTROL
 BJ4202  ___________________________________________________________________
 BJ4202* NAD 83(1992)-  30 50 40.56927(N)    090 22 35.48803(W)     ADJUSTED  
 BJ4202* NAVD 88     -                                                        
 BJ4202  ___________________________________________________________________
 BJ4202  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BJ4202  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4202
 BJ4202  HORZ ORDER  -  THIRD
 BJ4202
 BJ4202.The horizontal coordinates were established by classical geodetic methods
 BJ4202.and adjusted by the National Geodetic Survey in May 1994..
 BJ4202
 BJ4202
 BJ4202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4202
 BJ4202.The geoid height was determined by GEOID03.
 BJ4202
 BJ4202;                    North         East     Units Scale Factor Converg.
 BJ4202;SPC LA S     -   260,277.269 1,091,529.216   MT  1.00003395   +0 28 42.3
 BJ4202;SPC LA S     -   853,926.34  3,581,125.44   sFT  1.00003395   +0 28 42.3
 BJ4202;UTM  15      - 3,415,326.576   750,899.980   MT  1.00037660   +1 20 44.8
 BJ4202
 BJ4202                          SUPERSEDED SURVEY CONTROL
 BJ4202
 BJ4202  NAD 83(1992)-  30 50 40.57354(N)    090 22 35.48850(W) AD(       ) 4
 BJ4202  NAD 83(1986)-  30 50 40.58416(N)    090 22 35.48505(W) AD(       ) 4
 BJ4202  NAD 27      -  30 50 39.92551(N)    090 22 35.15841(W) AD(       ) 3
 BJ4202
 BJ4202.Superseded values are not recommended for survey control.
 BJ4202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4202.See file dsdata.txt to determine how the superseded data were derived.
 BJ4202
 BJ4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5090015327(NAD 83)
 BJ4202
 BJ4202  HISTORY     - Date     Condition        Report By
 BJ4202  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4202
 BJ4202                          STATION DESCRIPTION
 BJ4202
 BJ4202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BJ4202'SOUTH CENTRAL BELL TELEPHONE COMPANY MICROWAVE KLV46 IS LOCATED 2-1/4
 BJ4202'MILES NORTH-NORTHWEST OF WILMER AND ABOUT 300 FEET EAST OF STATE
 BJ4202'ROUTE 1061.
 BJ4202'
 BJ4202'A 4-STEEL CHANNEL LEGGED STRUCTURE, 212 FEET IN HEIGHT, PAINTED
 BJ4202'ORANGE WHITE ALTERNATE SECTIONS, HAS A RED LIGHT AND 4 LARGE VOICE
 BJ4202'MIRRORS MOUNTED AT THE TOP.
 BJ4202'
 BJ4202'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2253 ***********************************************************************
 CQ2253  DESIGNATION -  WILSON
 CQ2253  PID         -  CQ2253
 CQ2253  STATE/COUNTY-  LA/UNION
 CQ2253  USGS QUAD   -  HAILE (1988)
 CQ2253
 CQ2253                         *CURRENT SURVEY CONTROL
 CQ2253  ___________________________________________________________________
 CQ2253* NAD 83(1992)-  32 46 55.24120(N)    092 08 14.97639(W)     ADJUSTED  
 CQ2253* NAVD 88     -        44.839  (meters)     147.11   (feet)  ADJUSTED  
 CQ2253  ___________________________________________________________________
 CQ2253  X           -    -200,199.539 (meters)                     COMP
 CQ2253  Y           -  -5,363,883.932 (meters)                     COMP
 CQ2253  Z           -   3,433,668.439 (meters)                     COMP
 CQ2253  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CQ2253  ELLIP HEIGHT-          18.58  (meters)          (01/02/04) GPS OBS
 CQ2253  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2253  DYNAMIC HT  -          44.789 (meters)     146.95  (feet)  COMP
 CQ2253  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 CQ2253
 CQ2253  HORZ ORDER  -  SECOND
 CQ2253  VERT ORDER  -  SECOND    CLASS I
 CQ2253  ELLP ORDER  -  FOURTH    CLASS II
 CQ2253
 CQ2253.The horizontal coordinates were established by classical geodetic methods
 CQ2253.and adjusted by the National Geodetic Survey in January 1993..
 CQ2253
 CQ2253.The orthometric height was determined by differential leveling
 CQ2253.and adjusted by the National Geodetic Survey in June 1991..
 CQ2253
 CQ2253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CQ2253
 CQ2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2253
 CQ2253.The ellipsoidal height was determined by GPS observations
 CQ2253.and is referenced to NAD 83.
 CQ2253
 CQ2253.The geoid height was determined by GEOID03.
 CQ2253
 CQ2253.The dynamic height is computed by dividing the NAVD 88
 CQ2253.geopotential number by the normal gravity value computed on the
 CQ2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2253.degrees latitude (g = 980.6199 gals.).
 CQ2253
 CQ2253.The modeled gravity was interpolated from observed gravity values.
 CQ2253
 CQ2253;                    North         East     Units Scale Factor Converg.
 CQ2253;SPC LA N     -   253,085.584 1,033,961.364   MT  1.00002833   +0 11 30.0
 CQ2253;SPC LA N     -   830,331.62  3,392,254.91   sFT  1.00002833   +0 11 30.0
 CQ2253;UTM  15      - 3,627,450.316   580,770.590   MT  0.99968044   +0 28 01.3
 CQ2253
 CQ2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2253!SPC LA N     -   0.99999708  x   1.00002833  =   1.00002541
 CQ2253!UTM  15      -   0.99999708  x   0.99968044  =   0.99967752
 CQ2253
 CQ2253|---------------------------------------------------------------------|
 CQ2253| PID    Reference Object                     Distance      Geod. Az  |
 CQ2253|                                                           dddmmss.s |
 CQ2253| CQ2254 WILSON RM 3                          26.508 METERS 04825     |
 CQ2253| CQ2255 WILSON RM 1                          27.804 METERS 13950     |
 CQ2253| CQ2654 SPENCE                              APPROX.13.7 KM 1405731.1 |
 CQ2253| CQ2653 STERLINGTON LA P L CO E STACK       APPROX.10.2 KM 1472911.8 |
 CQ2253| CQ2651 STERLINGTON LA P L CO W STACK       APPROX.10.2 KM 1474818.1 |
 CQ2253| CY5088 WILSON RM 2                          35.293 METERS 23942     |
 CQ2253| CQ2646 LENVILLE LOOKOUT TOWER LFC          APPROX.11.0 KM 2923121.1 |
 CQ2253|---------------------------------------------------------------------|
 CQ2253
 CQ2253                          SUPERSEDED SURVEY CONTROL
 CQ2253
 CQ2253  ELLIP H (01/21/93)   18.66   (m)                       GP(       ) 4 2
 CQ2253  NAD 83(1986)-  32 46 55.25614(N)    092 08 14.96748(W) AD(       ) 2
 CQ2253  NAD 27      -  32 46 54.77400(N)    092 08 14.48100(W) AD(       ) 3
 CQ2253  NGVD 29 (??/??/??)   44.929  (m)          147.40   (f) ADJUSTED    2 1
 CQ2253
 CQ2253.Superseded values are not recommended for survey control.
 CQ2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2253.See file dsdata.txt to determine how the superseded data were derived.
 CQ2253
 CQ2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8077127450(NAD 83)
 CQ2253_MARKER: DS = TRIANGULATION STATION DISK
 CQ2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2253_STAMPING: WILSON 1952
 CQ2253_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2253+STABILITY: SURFACE MOTION
 CQ2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2253+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CQ2253
 CQ2253  HISTORY     - Date     Condition        Report By
 CQ2253  HISTORY     - 1952     MONUMENTED       CGS
 CQ2253  HISTORY     - 1952     GOOD             CGS
 CQ2253  HISTORY     - 1967     SEE DESCRIPTION  CGS
 CQ2253  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ2253  HISTORY     - 19821101 MARK NOT FOUND   USGS
 CQ2253  HISTORY     - 1987     GOOD             NGS
 CQ2253
 CQ2253                          STATION DESCRIPTION
 CQ2253
 CQ2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CQ2253'THE STATION IS IN SECTION 26, R 3 E, T 21 N, 16 MILES EAST
 CQ2253'OF FARMERVILLE, 10 MILES SOUTHEAST OF MARION, 2 MILES NORTH OF
 CQ2253'THE SMALL SETTLEMENT OF SPENCER, 143 FEET WEST OF THE CENTER
 CQ2253'OF STATE HIGHWAY 11, 26 FEET NORTH OF THE CENTER OF A DIRT
 CQ2253'ROAD AND 7 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 CQ2253'
 CQ2253'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SPENCER, GO NORTH
 CQ2253'ON STATE HIGHWAY 11 FOR 2.35 MILES TO A DIRT ROAD ON THE LEFT AND
 CQ2253'THE STATION AS DESCRIBED.
 CQ2253'
 CQ2253'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CQ2253'WILSON 1952.
 CQ2253'
 CQ2253'REFERENCE MARK 1 IS 90 FEET WEST OF THE CENTER OF THE HIGHWAY.
 CQ2253'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WILSON NO
 CQ2253'1 1952.
 CQ2253'
 CQ2253'REFERENCE MARK 2 IS 9 FEET SOUTH OF THE CENTER OF THE DIRT
 CQ2253'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CQ2253'WILSON NO 2 1952.
 CQ2253'
 CQ2253'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 CQ2253'
 CQ2253'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CQ2253
 CQ2253                          STATION RECOVERY (1952)
 CQ2253
 CQ2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CQ2253'2 MI N FROM SPENCER.
 CQ2253'THIS STATION IS LOCATED ABOUT 16 MILES EAST OF FARMERVILLE, 10 MILES
 CQ2253'SOUTHEAST OF MARION AND 2 MILES NORTH OF THE VILLAGE OF SPENCER, IN
 CQ2253'SEC 26, R3E, T21N, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE
 CQ2253'HIGHWAY 143, AND A ROAD LEADING WEST.  THE STATION IS 145 FEET WEST OF
 CQ2253'THE CENTERLINE OF STATE HIGHWAY 143, 25 FEET NORTH OF THE CENTERLINE
 CQ2253'OF THE ROAD LEADING WEST, 2 FEET NORTH OF THE FENCE LINE, 69 FEET WEST
 CQ2253'OF A FENCE CORNER, 2 FEET NORTH OF A METAL WITNESS POST, AND 97 FEET
 CQ2253'WEST OF A POWER POLE.  IT IS A STANDARD TRIANGULATION STATION DISK,
 CQ2253'STAMPED WILSON 1952.  SECTION 26, T 21, R 3 EAST.
 CQ2253
 CQ2253                          STATION RECOVERY (1967)
 CQ2253
 CQ2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CQ2253'THE STATION WAS VISITED 4-6-67 AND THE STATION SURFACE MARK
 CQ2253'WAS FOUND UPROOTED AND LYING ON THE TOP OF THE GROUND.  THE
 CQ2253'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 CQ2253'MARK WAS THEN PLACED OVER THE UNDERGROUND MARK (PLUMB BOB
 CQ2253'METHOD) IN ITS ORIGINAL POSITION.  NOTE.  THE TOP OF THE MARK HAS
 CQ2253'THE APPEARANCE OF LEANING SLIGHTLY.  REFERENCE MARK NO. 1 WAS
 CQ2253'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 CQ2253'DESTROYED AND NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW
 CQ2253'DESCRIPTION FOLLOWS--
 CQ2253'
 CQ2253'THE STATION IS LOCATED ABOUT 16 MILES EAST OF FARMERVILLE, 10
 CQ2253'MILES SOUTHEAST OF MARION AND 2 MILES NORTH OF THE VILLAGE
 CQ2253'OF SPENCER, IN SEC. 26, R3E, T21N, IN THE NORTHWEST ANGLE
 CQ2253'OF THE INTERSECTION OF STATE HIGHWAY 143, AND A ROAD LEADING
 CQ2253'WEST.  THE STATION IS 145 FEET WEST OF THE CENTERLINE OF
 CQ2253'STATE HIGHWAY 143, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD
 CQ2253'LEADING WEST, 2 FEET NORTH OF THE FENCE LINE, 69 FEET WEST
 CQ2253'OF A FENCE CORNER, 2 FEET NORTH OF A METAL WITNESS POST, AND
 CQ2253'97 FEET WEST OF A POWER POLE.  IT IS A STANDARD TRIANGULATION
 CQ2253'STATION DISK, STAMPED WILSON 1952.
 CQ2253'
 CQ2253'REFERENCE MARK NO. 1 IS 91.22 FEET SOUTHEAST OF THE STATION,
 CQ2253'60 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 95
 CQ2253'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 143, 32 FEET
 CQ2253'SOUTHWEST OF A FENCE CORNER, 6.5 FEET NORTHWEST OF A 3 FOOT PINE
 CQ2253'TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 CQ2253'REFERENCE MARK DISK, STAMPED WILSON NO 1 1952, PROJECTING 2
 CQ2253'INCHES.
 CQ2253'
 CQ2253'REFERENCE MARK NO. 3 IS 86.97 FEET EAST-NORTHEAST OF THE STATION,
 CQ2253'66 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD LEADING
 CQ2253'WEST, 77 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 143,
 CQ2253'43 FEET NORTHWEST OF A POWER POLE, 42 FEET NORTH OF A FENCE
 CQ2253'CORENR, 1 FOOT WEST OF A FENCE LINE AND 1 FOOT WEST OF A METAL
 CQ2253'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 CQ2253'WILSON 1952 NO 3 1967, PROJECTING 4 INCHES.
 CQ2253'
 CQ2253'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 CQ2253'
 CQ2253'TO REACH THE STATION FORM THE RAILROAD STATION IN SPENCER, GO
 CQ2253'NORTH ON STATE HIGHWAY 143 FOR 2.35 MILES TO A DIRT ROAD LEFT
 CQ2253'AND THE STATION ON ON THE LEFT.
 CQ2253'
 CQ2253'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CQ2253'
 CQ2253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 CQ2253'OF SPENCER.
 CQ2253
 CQ2253                          STATION RECOVERY (1982)
 CQ2253
 CQ2253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ2253'MARK NOT FOUND.
 CQ2253
 CQ2253                          STATION RECOVERY (1982)
 CQ2253
 CQ2253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JTF)
 CQ2253'MARK NOT FOUND.
 CQ2253
 CQ2253                          STATION RECOVERY (1987)
 CQ2253
 CQ2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (EDW)
 CQ2253'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 CQ2253'THE STATION WAS VISITED 6-16-86 BY LADTD AND THE STATION SURFACE
 CQ2253'MARK, RM 1 AND RM 3 AND THE AZIMUTH MARK WERE FOUND DESTROYED. THE
 CQ2253'SUB-SURFACE MARK WAS FOUND IN GOOD CONDITION. A NEW SURFACE MARK,
 CQ2253'TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK WAS ESTABLISHED AT
 CQ2253'THE ABOVE DATE. IN 1987 THE STATION MARK WAS RECOVERED IN GOOD
 CQ2253'CONDITION AND USED FOR GPS OBSERVATIONS.
 CQ2253'
 CQ2253'THE STATION IS LOCATED ABOUT 25.8 KM (16 MI)
 CQ2253'WEST OF FARMERVILLE, 16.1 KM (10 MI) SOUTHEAST OF MARION AND 3.2 KM
 CQ2253'(2 MI) NORTH OF THE VILLAGE OF SPENCER IN SECTION 26, R 3 E, T 21
 CQ2253'N, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY
 CQ2253'143, AND A GRAVEL ROAD LEADING WEST INTO A CUTOVER.
 CQ2253'OWNERSHIP--UNKNOWN AT THIS TIME.
 CQ2253'
 CQ2253'TO REACH THE STATION FROM THE NORTH EDGE OF THE VILLAGE OF SPENCER,
 CQ2253'GO NORTH ALONG STATE HIGHWAY 143 FOR 3.2 KM (2 MI) TO A GRAVEL ROAD
 CQ2253'LEFT, THENCE LEFT, WEST, FOR 43.9 METERS (143.5 FT) TO THE STATION
 CQ2253'ON THE RIGHT.
 CQ2253'
 CQ2253'THE STATION IS A STANDARD NGS DISK
 CQ2253'STAMPED---WILSON 1952 1986---,
 CQ2253'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CQ2253'30 CM IN DIAMETER RECESSED 7.6 CM BELOW GROUND.  LOCATED
 CQ2253'43.7 METERS (143.5 FT) WEST FROM THE CENTER OF STATE HIGHWAY 143,
 CQ2253'29.4 METERS (96.5 FT) WEST FROM A POWER POLE,
 CQ2253'7 METERS (23 FT) NORTH FROM THE CENTER OF THE GRAVEL ROAD AND
 CQ2253'0.5 METER (1.5 FT) SOUTH FROM A WITNESS POST WITH SIGN ATTACHED.
 CQ2253'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CQ2253'STAMPED---WILSON 1952---,
 CQ2253'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 CQ2253'
 CQ2253'DESCRIBED BY RICHARD COPP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2837 ***********************************************************************
 CP2837  DESIGNATION -  WILSON
 CP2837  PID         -  CP2837
 CP2837  STATE/COUNTY-  LA/EAST CARROLL
 CP2837  USGS QUAD   -  LAKE PROVIDENCE (1994)
 CP2837
 CP2837                         *CURRENT SURVEY CONTROL
 CP2837  ___________________________________________________________________
 CP2837* NAD 83(1992)-  32 47 21.76225(N)    091 13 29.15599(W)     ADJUSTED  
 CP2837* NAVD 88     -        28.7    (meters)      94.     (feet)  VERTCON   
 CP2837  ___________________________________________________________________
 CP2837  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CP2837  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2837
 CP2837  HORZ ORDER  -  SECOND
 CP2837
 CP2837.The horizontal coordinates were established by classical geodetic methods
 CP2837.and adjusted by the National Geodetic Survey in May 1994..
 CP2837
 CP2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2837
 CP2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2837
 CP2837.The geoid height was determined by GEOID03.
 CP2837
 CP2837;                    North         East     Units Scale Factor Converg.
 CP2837;SPC LA N     -   254,548.665 1,119,457.970   MT  1.00003028   +0 40 27.2
 CP2837;SPC LA N     -   835,131.75  3,672,755.02   sFT  1.00003028   +0 40 27.2
 CP2837;UTM  15      - 3,629,332.766   666,238.988   MT  0.99994077   +0 57 41.8
 CP2837
 CP2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2837!SPC LA N     -   0.99999961  x   1.00003028  =   1.00002989
 CP2837!UTM  15      -   0.99999961  x   0.99994077  =   0.99994038
 CP2837
 CP2837:                Primary Azimuth Mark                     Grid Az
 CP2837:SPC LA N     -  LAKE PROVIDENCE MUN TANK                 065 45 54.0
 CP2837:UTM  15      -  LAKE PROVIDENCE MUN TANK                 065 28 39.4
 CP2837
 CP2837|---------------------------------------------------------------------|
 CP2837| PID    Reference Object                     Distance      Geod. Az  |
 CP2837|                                                           dddmmss.s |
 CP2837| CP2835 LAKE PROVIDENCE MUN TANK            APPROX. 4.0 KM 0662621.2 |
 CP2837| CY5090 WILSON RM 1                          16.511 METERS 10607     |
 CP2837| CY5091 WILSON RM 2                          18.589 METERS 19559     |
 CP2837| CY5089 WILSON AZ MK                                       2273817.2 |
 CP2837|---------------------------------------------------------------------|
 CP2837
 CP2837                          SUPERSEDED SURVEY CONTROL
 CP2837
 CP2837  NAD 83(1992)-  32 47 21.76744(N)    091 13 29.15271(W) AD(       ) 2
 CP2837  NAD 83(1986)-  32 47 21.77484(N)    091 13 29.14943(W) AD(       ) 2
 CP2837  NAD 27      -  32 47 21.30565(N)    091 13 28.75284(W) AD(       ) 2
 CP2837  NGVD 29 (07/19/86)   28.8    (m)           94.     (f) VERT ANG       
 CP2837
 CP2837.Superseded values are not recommended for survey control.
 CP2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2837.See file dsdata.txt to determine how the superseded data were derived.
 CP2837
 CP2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6623929333(NAD 83)
 CP2837_MARKER: DD = SURVEY DISK
 CP2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2837
 CP2837  HISTORY     - Date     Condition        Report By
 CP2837  HISTORY     - 1970     MONUMENTED       LADTD
 CP2837  HISTORY     - 1979     GOOD             LOCENG
 CP2837
 CP2837                          STATION DESCRIPTION
 CP2837
 CP2837'DESCRIBED BY LA TRANSP AND DEV 1970 (RT)
 CP2837'THE STATION IS LOCATED 2.5 MILES SOUTHWEST OF LAKE PROVIDENCE
 CP2837'AND 11 MILES SOUTHEAST OF FOREST, IN THE SOUTHEAST QUARTER OF
 CP2837'SECTION 50, T21N, R12E, AND ON THE PROPERTY OF MR. ERNEST WILSON,
 CP2837'P. O. BOX 804, LAKE PROVIDENCE, LOUISIANA.
 CP2837'
 CP2837'TO REACH THE STATION FROM THE COURTHOUSE IN LAKE PROVIDENCE,
 CP2837'DRIVE NORTHWEST ALONG U.S. HIGHWAY 65 FOR 1.3 MILES TO ITS
 CP2837'INTERSECTION WITH STATE HIGHWAY 134, THENCE LEFT AND SOUTHWEST
 CP2837'ON STATE HIGHWAY 134 FOR 2.5 MILES TO THE STATION WHICH IS
 CP2837'SET TO THE RIGHT AND NORTHWEST OF THE HIGHWAY IN A CULTIVATED
 CP2837'AREA.
 CP2837'
 CP2837'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHWEST
 CP2837'ALONG STATE HIGHWAY 134 FOR 0.8 MILE TO THE MARK WHICH IS SET
 CP2837'TO THE LEFT AND EAST OF THE HIGHWAY NEAR A FENCE.
 CP2837'
 CP2837'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2837'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2837'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE SURFACE
 CP2837'OF THE GROUND.  THE SUB-SURFACE MARK DISK IS SET IN THE TOP
 CP2837'OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 CP2837'SURFACE.  THEY ARE STAMPED WILSON 1970.  IT IS 220 FEET
 CP2837'EAST-SOUTHEAST OF A 36 INCH PECAN TREE, 125 FEET NORTHWEST OF
 CP2837'A POWER POLE, 122 FEET NORTHEAST OF A POWER POLE, 63 FEET
 CP2837'NORTHWEST OF THE CENTER OF STATE HIGHWAY 134, AND 53 FEET
 CP2837'WEST-NORTHWEST OF A METAL WITNESS POST SET NEAR REFERENCE
 CP2837'MARK 1.
 CP2837'
 CP2837'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2837'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2837'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2837'STAMPED WILSON R. M. 1 1970.  IT IS 140 FEET NORTHEAST OF A
 CP2837'POWER POLE, 71 FEET NORTHWEST OF A POWER POLE, 24 FEET NORTHWEST
 CP2837'OF THE CENTER OF STATE HIGHWAY 134, AND 2 FEET SOUTHEAST OF A
 CP2837'METAL WITNESS POST.
 CP2837'
 CP2837'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2837'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2837'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2837'STAMPED WILSON R. M. 2 1970.  IT IS 110 FEET NORTH-NORTHEAST OF
 CP2837'A POWER POLE, 105 FEET WEST OF A POWER POLE, 70 FEET NORTHEAST
 CP2837'OF A POWER POLE, AND 23 FEET NORTHWEST OF THE CENTER OF STATE
 CP2837'HIGHWAY 134.
 CP2837'
 CP2837'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
 CP2837'AND COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 CP2837'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CP2837'STAMPED WILSON AZ MK 1970.  IT IS 66 FEET WEST-NORTHWEST OF
 CP2837'A 36 INCH PECAN TREE, 42 FEET NORTHEAST OF THE SOUTH END OF
 CP2837'A CULVERT UNDER STATE HIGHWAY 134, 30 FEET EAST-SOUTHEAST OF
 CP2837'THE CENTER OF STATE HIGHWAY 134, 2 FEET NORTH OF A FENCE AND
 CP2837'2 FEET NORTHEAST OF A METAL WITNESS POST.
 CP2837'
 CP2837'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CP2837
 CP2837                          STATION RECOVERY (1979)
 CP2837
 CP2837'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (BM)
 CP2837'STATION MARK RECOVERED IN GOOD CONDITION.
 CP2837'
 CP2837'RM 1 RECOVERED IN GOOD CONDITION.
 CP2837'
 CP2837'RM 2 RECOVERED IN GOOD CONDITION.
 CP2837'
 CP2837'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 CP2837'
 CP2837'DISTANCE FROM MARK TO THE AZIMUTH MARK, EDM = 1974.98 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2895 ***********************************************************************
 BX2895  DESIGNATION -  WILSON
 BX2895  PID         -  BX2895
 BX2895  STATE/COUNTY-  LA/NATCHITOCHES
 BX2895  USGS QUAD   -  KISATCHIE (1972)
 BX2895
 BX2895                         *CURRENT SURVEY CONTROL
 BX2895  ___________________________________________________________________
 BX2895* NAD 83(1992)-  31 28 02.40023(N)    093 12 00.51710(W)     ADJUSTED  
 BX2895* NAVD 88     -       113.5    (meters)     372.     (feet)  VERTCON   
 BX2895  ___________________________________________________________________
 BX2895  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 BX2895  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BX2895
 BX2895  HORZ ORDER  -  FIRST
 BX2895
 BX2895.The horizontal coordinates were established by classical geodetic methods
 BX2895.and adjusted by the National Geodetic Survey in January 1993..
 BX2895
 BX2895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2895
 BX2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2895
 BX2895.The geoid height was determined by GEOID03.
 BX2895
 BX2895;                    North         East     Units Scale Factor Converg.
 BX2895;SPC LA N     -   107,468.648   933,465.707   MT  0.99994543   -0 22 12.6
 BX2895;SPC LA N     -   352,586.72  3,062,545.41   sFT  0.99994543   -0 22 12.6
 BX2895;UTM  15      - 3,481,413.428   480,986.872   MT  0.99960446   -0 06 16.1
 BX2895
 BX2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2895!SPC LA N     -   0.99998630  x   0.99994543  =   0.99993173
 BX2895!UTM  15      -   0.99998630  x   0.99960446  =   0.99959077
 BX2895
 BX2895|---------------------------------------------------------------------|
 BX2895| PID    Reference Object                     Distance      Geod. Az  |
 BX2895|                                                           dddmmss.s |
 BX2895| CV8643 WILSON RM 1                          29.410 METERS 08758     |
 BX2895| CV8644 WILSON RM 2                          26.480 METERS 33328     |
 BX2895| BX2824 BELLWOOD                            APPROX.10.7 KM 3594054.6 |
 BX2895|---------------------------------------------------------------------|
 BX2895
 BX2895                          SUPERSEDED SURVEY CONTROL
 BX2895
 BX2895  NAD 83(1986)-  31 28 02.41554(N)    093 12 00.50971(W) AD(       ) 1
 BX2895  NAD 27      -  31 28 01.79083(N)    093 11 59.91010(W) AD(       ) 1
 BX2895  NGVD 29 (07/19/86)  113.6    (m)          373.     (f) VERT ANG       
 BX2895
 BX2895.Superseded values are not recommended for survey control.
 BX2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2895.See file dsdata.txt to determine how the superseded data were derived.
 BX2895
 BX2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8098781413(NAD 83)
 BX2895_MARKER: DS = TRIANGULATION STATION DISK
 BX2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2895
 BX2895  HISTORY     - Date     Condition        Report By
 BX2895  HISTORY     - 1965     MONUMENTED       CGS
 BX2895  HISTORY     - 1966     GOOD             CGS
 BX2895
 BX2895                          STATION DESCRIPTION
 BX2895
 BX2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 BX2895'STATION IS LOCATED ON U.S. GOVERNMENT PROPERTY, IN THE KISATCHIE
 BX2895'NATIONAL FOREST, ABOUT 2-3/4 MILES NORTH-NORTHWEST OF THE SMALL
 BX2895'COMMUNITY OF KISATCHIE, 4 MILES SOUTH OF THE SMALL
 BX2895'COMMUNITY OF BELLWOOD, 1-1/2 MILES NORTHWEST OF THE KISATCHIE
 BX2895'LOOKOUT TOWER WHICH IS LOCATED ON STATE HIGHWAY 117.  STATION
 BX2895'IS IN THE SOUTHWEST 1/4 OF SECTION 28.  T 6 N.  R 8 W.
 BX2895'
 BX2895'STATION IS REACHED FROM THE POST OFFICE IN KISATCHIE.  GO NORTH
 BX2895'ON STATE HIGHWAY 117 FOR 3.05 MILES TO THE KISATCHIE LOOKOUT
 BX2895'TOWER ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 117
 BX2895'FOR 0.95 MILE TO A CONCRETE BRIDGE.  CONTINUE STRAIGHT AHEAD
 BX2895'ON HIGHWAY 117 FOR 0.2 MILE TO A METAL GATE ON THE RIGHT AND
 BX2895'A WOODS ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE WOODS ROAD,
 BX2895'EAST FOR 0.05 MILE TO A WOOD GATE.  PASS THROUGH THE GATE
 BX2895'AND CONTINUE ON THE WOODS ROAD FOR 0.65 MILE TO A LARGE MOUND
 BX2895'OF DIRT ON THE RIGHT WHICH IS IN A DIM WOODS ROAD
 BX2895'INTERSECTION.  BEAR LEFT AND CONTINUE ON THE MAIN WOODS ROAD
 BX2895'FOR 0.3 MILE TO THE TOP OF A HILL AND STATION MARK ON THE LEFT.
 BX2895'
 BX2895'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 BX2895'MONUMENTS.
 BX2895'
 BX2895'STATION MARK DISK IS STAMPED WILSON 1965 AND THE MARK IS
 BX2895'FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 37.7 FEET
 BX2895'SOUTH-SOUTHEAST OF A 6-INCH TRIANGULAR BLAZED PINE TREE, 19 FEET
 BX2895'SOUTH-SOUTHEAST OF THE CENTER OF THE WOODS ROAD AND 5.0 FEET
 BX2895'EAST-NORTHEAST OF A METAL WITNESS POST.
 BX2895'
 BX2895'REFERENCE MARK NUMBER 1 DISK IS STAMPED WILSON NO 1 1965 AND
 BX2895'THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 17-1/2 FEET NORTH
 BX2895'OF THE CENTER OF THE WOODS ROAD AND 4.8 FEET SOUTHWEST OF THE
 BX2895'WEST ONE OF TWO PINE TREES.
 BX2895'
 BX2895'REFERENCE MARK NUMBER 2 DISK IS STAMPED WILSON NO 2 1965
 BX2895'AND THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 59 FEET
 BX2895'NORTH-NORTHWEST OF THE CENTER OF THE WOODS ROAD AND 27.6 FEET
 BX2895'WEST-NORTHWEST OF AN 18-INCH PINE TREE.
 BX2895'
 BX2895'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK TO BE
 BX2895'ESTABLISHED FOR THIS STATION.
 BX2895'
 BX2895'HEIGHT OF LIGHT ABOVE STATION MARK 30.21 METERS.
 BX2895
 BX2895                          STATION RECOVERY (1966)
 BX2895
 BX2895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GER)
 BX2895'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3503 ***********************************************************************
 CQ3503  DESIGNATION -  WILSON AZ MK 2
 CQ3503  PID         -  CQ3503
 CQ3503  STATE/COUNTY-  LA/UNION
 CQ3503  USGS QUAD   -  HAILE (1988)
 CQ3503
 CQ3503                         *CURRENT SURVEY CONTROL
 CQ3503  ___________________________________________________________________
 CQ3503* NAD 83(1992)-  32 47 17.66348(N)    092 08 14.50974(W)     ADJUSTED  
 CQ3503* NAVD 88     -        44.     (meters)     144.     (feet)  VERTCON   
 CQ3503  ___________________________________________________________________
 CQ3503  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CQ3503  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3503
 CQ3503  HORZ ORDER  -  THIRD
 CQ3503
 CQ3503.The horizontal coordinates were established by classical geodetic methods
 CQ3503.and adjusted by the National Geodetic Survey in May 1993..
 CQ3503.No horizontal observational check was made to the station.
 CQ3503
 CQ3503.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3503
 CQ3503.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3503
 CQ3503.The geoid height was determined by GEOID03.
 CQ3503
 CQ3503;                    North         East     Units Scale Factor Converg.
 CQ3503;SPC LA N     -   253,776.376 1,033,971.197   MT  1.00002998   +0 11 30.2
 CQ3503;SPC LA N     -   832,597.99  3,392,287.17   sFT  1.00002998   +0 11 30.2
 CQ3503;UTM  15      - 3,628,140.907   580,777.100   MT  0.99968045   +0 28 01.8
 CQ3503
 CQ3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3503!SPC LA N     -   0.99999714  x   1.00002998  =   1.00002712
 CQ3503!UTM  15      -   0.99999714  x   0.99968045  =   0.99967759
 CQ3503
 CQ3503                          SUPERSEDED SURVEY CONTROL
 CQ3503
 CQ3503  NGVD 29 (05/04/93)   44.     (m)          144.     (f) VERT ANG       
 CQ3503
 CQ3503.Superseded values are not recommended for survey control.
 CQ3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3503.See file dsdata.txt to determine how the superseded data were derived.
 CQ3503
 CQ3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8077728141(NAD 83)
 CQ3503_MARKER: DZ = AZIMUTH MARK DISK
 CQ3503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3503_SP_SET: CONCRETE POST
 CQ3503_STAMPING: WILSON 1952 NO 2 1986
 CQ3503_MARK LOGO: NGS   
 CQ3503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3503+STABILITY: SURFACE MOTION
 CQ3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3503+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CQ3503
 CQ3503  HISTORY     - Date     Condition        Report By
 CQ3503  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3503
 CQ3503                          STATION DESCRIPTION
 CQ3503
 CQ3503'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3503'THE STATION IS LOCATED ABOUT 25.8 KM (16.05 MI) WEST OF FARMERVILLE,
 CQ3503'16.1 KM (10.00 MI) SOUTHEAST OF MARION AND 4.0 KM (2.50 MI) NORTH OF
 CQ3503'THE VILLAGE OF SPENCER, IN SECTION 26, R 3 E, T 21 N.
 CQ3503'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3503'TO REACH THE STATION FROM THE NORTH EDGE OF THE VILLAGE OF SPENCER, GO
 CQ3503'NORTH FOR 4.0 KM (2.50 MI) ON STATE HIGHWAY 143 TO THE MARK ON THE
 CQ3503'RIGHT.
 CQ3503'THE STATION IS 27.6 M (90.6 FT) SOUTHEAST FROM A POWER POLE ACROSS THE
 CQ3503'HIGHWAY, 13.7 M (44.9 FT) WEST FROM THE WEST RAIL OF THE RAILROAD
 CQ3503'TRACKS, 10.2 M (33.5 FT) EAST FROM THE CENTER OF HIGHWAY 143 AND 0.6 M
 CQ3503'(2.0 FT) WEST FROM A METAL WITNESS POST WITH A SIGN ATTACHED.  THE
 CQ3503'STATION IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4675 ***********************************************************************
 BJ4675  DESIGNATION -  WILSON LOT
 BJ4675  PID         -  BJ4675
 BJ4675  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4675  USGS QUAD   -  WILSON (1985)
 BJ4675
 BJ4675                         *CURRENT SURVEY CONTROL
 BJ4675  ___________________________________________________________________
 BJ4675* NAD 83(1992)-  30 54 20.40997(N)    091 06 47.76105(W)     ADJUSTED  
 BJ4675* NAVD 88     -                                                        
 BJ4675  ___________________________________________________________________
 BJ4675  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BJ4675  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ4675
 BJ4675  HORZ ORDER  -  THIRD
 BJ4675
 BJ4675.The horizontal coordinates were established by classical geodetic methods
 BJ4675.and adjusted by the National Geodetic Survey in May 1994..
 BJ4675
 BJ4675
 BJ4675.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4675
 BJ4675.The geoid height was determined by GEOID03.
 BJ4675
 BJ4675;                    North         East     Units Scale Factor Converg.
 BJ4675;SPC LA S     -   266,685.941 1,021,038.980   MT  1.00005021   +0 06 36.1
 BJ4675;SPC LA S     -   874,952.12  3,349,858.72   sFT  1.00005021   +0 06 36.1
 BJ4675;SPC MS W     -   156,079.605   625,442.425   MT  1.00001854   -0 24 02.2
 BJ4675;SPC MS W     -   512,071.17  2,051,972.36   sFT  1.00001854   -0 24 02.2
 BJ4675;UTM  15      - 3,420,673.013   680,311.540   MT  1.00000106   +0 58 09.6
 BJ4675
 BJ4675                          SUPERSEDED SURVEY CONTROL
 BJ4675
 BJ4675  NAD 83(1992)-  30 54 20.41320(N)    091 06 47.76142(W) AD(       ) 4
 BJ4675  NAD 83(1986)-  30 54 20.42704(N)    091 06 47.75659(W) AD(       ) 4
 BJ4675  NAD 27      -  30 54 19.77917(N)    091 06 47.37605(W) AD(       ) 3
 BJ4675
 BJ4675.Superseded values are not recommended for survey control.
 BJ4675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4675.See file dsdata.txt to determine how the superseded data were derived.
 BJ4675
 BJ4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8031220673(NAD 83)
 BJ4675_MARKER: 57 = LOOKOUT TOWER
 BJ4675
 BJ4675  HISTORY     - Date     Condition        Report By
 BJ4675  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4675
 BJ4675                          STATION DESCRIPTION
 BJ4675
 BJ4675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4675'THE WILSON LOOKOUT TOWER IS LOCATED ABOUT 3/4 MILE SOUTH OF WILSON
 BJ4675'ON PROPERTY OWNED BY THE LOUISIANA FORESTRY COMMISSION.  IT IS A
 BJ4675'STEEL CABIN WITH A CONICAL ROOF, SUPPORTED BY FOUR STEEL LEGS, NOT
 BJ4675'PAINTED WITH AN OVERALL HEIGHT OF 110 FEET.
 BJ4675'
 BJ4675'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 68 IN WILSON GO
 BJ4675'SOUTH ON HIGHWAY 19 FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON
 BJ4675'DIRT ROAD FOR 0.3 MILE TO THE TOWER ON THE RIGHT.
 BJ4675'
 BJ4675'POINT INTERSECTED WAS THE TOP-CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4676 ***********************************************************************
 BJ4676  DESIGNATION -  WILSON MUN TANK
 BJ4676  PID         -  BJ4676
 BJ4676  STATE/COUNTY-  LA/EAST FELICIANA
 BJ4676  USGS QUAD   -  WILSON (1985)
 BJ4676
 BJ4676                         *CURRENT SURVEY CONTROL
 BJ4676  ___________________________________________________________________
 BJ4676* NAD 83(1992)-  30 55 00.44615(N)    091 06 52.56207(W)     ADJUSTED  
 BJ4676* NAVD 88     -                                                        
 BJ4676  ___________________________________________________________________
 BJ4676  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BJ4676  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4676
 BJ4676  HORZ ORDER  -  THIRD
 BJ4676
 BJ4676.The horizontal coordinates were established by classical geodetic methods
 BJ4676.and adjusted by the National Geodetic Survey in May 1994..
 BJ4676
 BJ4676
 BJ4676.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4676
 BJ4676.The geoid height was determined by GEOID03.
 BJ4676
 BJ4676;                    North         East     Units Scale Factor Converg.
 BJ4676;SPC LA S     -   267,918.739 1,020,909.129   MT  1.00005329   +0 06 33.7
 BJ4676;SPC LA S     -   878,996.73  3,349,432.70   sFT  1.00005329   +0 06 33.7
 BJ4676;SPC MS W     -   157,313.470   625,323.571   MT  1.00001876   -0 24 05.1
 BJ4676;SPC MS W     -   516,119.28  2,051,582.42   sFT  1.00001876   -0 24 05.1
 BJ4676;UTM  15      - 3,421,903.662   680,163.220   MT  1.00000040   +0 58 08.3
 BJ4676
 BJ4676                          SUPERSEDED SURVEY CONTROL
 BJ4676
 BJ4676  NAD 83(1992)-  30 55 00.44945(N)    091 06 52.56233(W) AD(       ) 4
 BJ4676  NAD 83(1986)-  30 55 00.46313(N)    091 06 52.55783(W) AD(       ) 4
 BJ4676  NAD 27      -  30 54 59.81755(N)    091 06 52.17528(W) AD(       ) 3
 BJ4676
 BJ4676.Superseded values are not recommended for survey control.
 BJ4676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4676.See file dsdata.txt to determine how the superseded data were derived.
 BJ4676
 BJ4676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8016321904(NAD 83)
 BJ4676_MARKER: 53 = ELEVATED TANK
 BJ4676
 BJ4676  HISTORY     - Date     Condition        Report By
 BJ4676  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4676
 BJ4676                          STATION DESCRIPTION
 BJ4676
 BJ4676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4676'THE WILSON MUNICIPAL WATER TANK IS LOCATED IN THE TOWN OF WILSON
 BJ4676'ABOUT 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 19 AND 68.  IT
 BJ4676'IS A BALL-TYPE TANK, SUPPORTED BY FOUR TUBULAR STEEL LEGS, PAINTED
 BJ4676'SILVER WITH AN OVERALL HEIGHT OF 150 FEET.
 BJ4676'
 BJ4676'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 68 IN WILSON GO
 BJ4676'EAST ON HIGHWAY 68 FOR 0.1 MILE TO A POINT WHERE THE HIGHWAY TURNS
 BJ4676'SHARP LEFT AND THE TANK STRAIGHT AHEAD ABOUT 100 FEET.
 BJ4676'
 BJ4676'POINT INTERSECTED WAS THE VENT AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3502 ***********************************************************************
 CQ3502  DESIGNATION -  WILSON RESET
 CQ3502  PID         -  CQ3502
 CQ3502  STATE/COUNTY-  LA/UNION
 CQ3502  USGS QUAD   -  HAILE (1988)
 CQ3502
 CQ3502                         *CURRENT SURVEY CONTROL
 CQ3502  ___________________________________________________________________
 CQ3502* NAD 83(1992)-  32 46 55.24120(N)    092 08 14.97639(W)     ADJUSTED  
 CQ3502* NAVD 88     -        44.84   (+/-2cm)     147.1    (feet)  VERTCON   
 CQ3502  ___________________________________________________________________
 CQ3502  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CQ3502  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3502
 CQ3502  HORZ ORDER  -  FIRST
 CQ3502  VERT ORDER  -  THIRD ? (See Below)
 CQ3502
 CQ3502.The horizontal coordinates were established by classical geodetic methods
 CQ3502.and adjusted by the National Geodetic Survey in May 1993..
 CQ3502
 CQ3502.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3502.The vertical order pertains to the NGVD 29 superseded value.
 CQ3502
 CQ3502.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3502
 CQ3502.The geoid height was determined by GEOID03.
 CQ3502
 CQ3502;                    North         East     Units Scale Factor Converg.
 CQ3502;SPC LA N     -   253,085.584 1,033,961.364   MT  1.00002833   +0 11 30.0
 CQ3502;SPC LA N     -   830,331.62  3,392,254.91   sFT  1.00002833   +0 11 30.0
 CQ3502;UTM  15      - 3,627,450.316   580,770.590   MT  0.99968044   +0 28 01.3
 CQ3502
 CQ3502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3502!SPC LA N     -   0.99999704  x   1.00002833  =   1.00002537
 CQ3502!UTM  15      -   0.99999704  x   0.99968044  =   0.99967748
 CQ3502
 CQ3502:                Primary Azimuth Mark                     Grid Az
 CQ3502:SPC LA N     -  WILSON AZ MK 2                           000 48 55.6
 CQ3502:UTM  15      -  WILSON AZ MK 2                           000 32 24.3
 CQ3502
 CQ3502|---------------------------------------------------------------------|
 CQ3502| PID    Reference Object                     Distance      Geod. Az  |
 CQ3502|                                                           dddmmss.s |
 CQ3502| CQ3503 WILSON AZ MK 2                      APPROX. 0.7 KM 0010025.6 |
 CQ3502| CQ3504 WILSON RM 5                          55.884 METERS 09627     |
 CQ3502| CQ3505 WILSON RM 4                          27.483 METERS 14314     |
 CQ3502|---------------------------------------------------------------------|
 CQ3502
 CQ3502                          SUPERSEDED SURVEY CONTROL
 CQ3502
 CQ3502  NGVD 29 (05/04/93)   44.93   (m)          147.4    (f) LEVELING    3  
 CQ3502
 CQ3502.Superseded values are not recommended for survey control.
 CQ3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3502.See file dsdata.txt to determine how the superseded data were derived.
 CQ3502
 CQ3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8077127450(NAD 83)
 CQ3502_MARKER: DS = TRIANGULATION STATION DISK
 CQ3502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3502_SP_SET: CONCRETE POST
 CQ3502_STAMPING: WILSON 1952 1986
 CQ3502_MARK LOGO: NGS   
 CQ3502_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CQ3502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3502+STABILITY: SURFACE MOTION
 CQ3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3502+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1986
 CQ3502
 CQ3502  HISTORY     - Date     Condition        Report By
 CQ3502  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3502  HISTORY     - 19860714 GOOD             LADTD
 CQ3502
 CQ3502                          STATION DESCRIPTION
 CQ3502
 CQ3502'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3502'THE STATION WAS VISITED WITH THE SURFACE STATION MARK, REFERENCE MARK
 CQ3502'1, REFERENCE MARK 3 AND THE AZIMUTH MARK WAS FOUND DESTROYED.  THE
 CQ3502'SUB-SURFACE MARK WAS FOUND IN GOOD CONDITION.  A NEW SURFACE MARK, TWO
 CQ3502'NEW REFERENCE MARKS AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 CQ3502'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CQ3502'THE STATION IS LOCATED ABOUT 25.8 KM (16.05 MI) WEST OF FARMERVILLE,
 CQ3502'16.1 KM (10.00 MI) SOUTHEAST OF MARION AND 3.2 KM (2.00 MI) NORTH OF
 CQ3502'THE VILLAGE OF SPENCER, IN SECTION 26, R 3 E, T 12 N.
 CQ3502'OWNERSHIP--UNKNOWN.
 CQ3502'TO REACH THE STATION FROM THE NORTH EDGE OF THE VILLAGE OF SPENCER, GO
 CQ3502'NORTH FOR 3.2 KM (2.00 MI) ON STATE HIGHWAY 143 TO THE MARK ON THE
 CQ3502'LEFT AT A GRAVEL ROAD.
 CQ3502'THE STATION IS 43.7 M (143.4 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 CQ3502'29.4 M (96.5 FT) WEST FROM A POWER POLE, 7.0 M (23.0 FT) NORTH FROM
 CQ3502'THE CENTER OF THE GRAVEL ROAD AND 0.5 M (1.6 FT) SOUTH FROM A METAL
 CQ3502'WITNESS POST WITH SIGN ATTACHED.  THE MARK IS RECESSED 7.6 CM BELOW
 CQ3502'THE GROUND SURFACE AND ABOUT 0.3 M (1.0 FT) ABOVE THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0748 ***********************************************************************
 BX0748  DESIGNATION -  WILSON RM 1
 BX0748  PID         -  BX0748
 BX0748  STATE/COUNTY-  LA/RAPIDES
 BX0748  USGS QUAD   -  LATANIER (1993)
 BX0748
 BX0748                         *CURRENT SURVEY CONTROL
 BX0748  ___________________________________________________________________
 BX0748* NAD 83(1986)-  31 12 46.     (N)    092 22 04.     (W)     SCALED    
 BX0748* NAVD 88     -        21.771  (meters)      71.43   (feet)  ADJUSTED  
 BX0748  ___________________________________________________________________
 BX0748  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX0748  DYNAMIC HT  -          21.744 (meters)      71.34  (feet)  COMP
 BX0748  MODELED GRAV-     979,398.3   (mgal)                       NAVD 88
 BX0748
 BX0748  VERT ORDER  -  FIRST     CLASS I
 BX0748
 BX0748.The horizontal coordinates were scaled from a topographic map and have
 BX0748.an estimated accuracy of +/- 6 seconds.
 BX0748
 BX0748.The orthometric height was determined by differential leveling
 BX0748.and adjusted by the National Geodetic Survey in February 1994..
 BX0748
 BX0748.The geoid height was determined by GEOID03.
 BX0748
 BX0748.The dynamic height is computed by dividing the NAVD 88
 BX0748.geopotential number by the normal gravity value computed on the
 BX0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0748.degrees latitude (g = 980.6199 gals.).
 BX0748
 BX0748.The modeled gravity was interpolated from observed gravity values.
 BX0748
 BX0748;                    North         East    Units  Estimated Accuracy
 BX0748;SPC LA N     -    79,040.    1,012,600.      MT  (+/- 180 meters Scaled)
 BX0748
 BX0748                          SUPERSEDED SURVEY CONTROL
 BX0748
 BX0748  NAVD 88 (06/15/91)   21.773  (m)           71.43   (f) UNKNOWN     1 1
 BX0748  NGVD 29 (??/??/??)   21.753  (m)           71.37   (f) ADJUSTED    1 1
 BX0748
 BX0748.Superseded values are not recommended for survey control.
 BX0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0748.See file dsdata.txt to determine how the superseded data were derived.
 BX0748
 BX0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ602533(NAD 83)
 BX0748_MARKER: DR = REFERENCE MARK DISK
 BX0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0748_STAMPING: WILSON NO 1 1934
 BX0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0748+STABILITY: SURFACE MOTION
 BX0748
 BX0748  HISTORY     - Date     Condition        Report By
 BX0748  HISTORY     - 1934     MONUMENTED       CGS
 BX0748  HISTORY     - 1966     GOOD             CGS
 BX0748  HISTORY     - 1977     GOOD             NGS
 BX0748
 BX0748                          STATION DESCRIPTION
 BX0748
 BX0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0748'1.0 MI NW FROM LATANIER.
 BX0748'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 BX0748'OF STATE ROAD 457 AT LATANIER, IN SECTION 27, T 3 N, R 1 E, 40 FEET
 BX0748'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 217 FEET SOUTHEAST OF A
 BX0748'POWER POLE, 138 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 BX0748'NORTHEAST RAIL OF THE MAIN TRACK OF THE LOUISIANA AND ARKANSAS
 BX0748'RAILROAD, 99 1/2 FEET SOUTHWEST OF THE WEST CORNER OF A WHITE
 BX0748'FARMHOUSE, 23 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY AND THE
 BX0748'CENTER OF A WOODEN GATE, 1 FOOT SOUTHWEST OF A FENCE, ABOUT 1 1/2 FEET
 BX0748'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BX0748'PROJECTING 14 INCHES.
 BX0748
 BX0748                          STATION RECOVERY (1977)
 BX0748
 BX0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2255 ***********************************************************************
 CQ2255  DESIGNATION -  WILSON RM 1
 CQ2255  PID         -  CQ2255
 CQ2255  STATE/COUNTY-  LA/UNION
 CQ2255  USGS QUAD   -  HAILE (1988)
 CQ2255
 CQ2255                         *CURRENT SURVEY CONTROL
 CQ2255  ___________________________________________________________________
 CQ2255* NAD 83(1986)-  32 46 55.     (N)    092 08 14.     (W)     SCALED    
 CQ2255* NAVD 88     -        44.889  (meters)     147.27   (feet)  ADJUSTED  
 CQ2255  ___________________________________________________________________
 CQ2255  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2255  DYNAMIC HT  -          44.840 (meters)     147.11  (feet)  COMP
 CQ2255  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 CQ2255
 CQ2255  VERT ORDER  -  SECOND    CLASS I
 CQ2255
 CQ2255.The horizontal coordinates were scaled from a topographic map and have
 CQ2255.an estimated accuracy of +/- 6 seconds.
 CQ2255
 CQ2255.The orthometric height was determined by differential leveling
 CQ2255.and adjusted by the National Geodetic Survey in June 1991..
 CQ2255
 CQ2255.The geoid height was determined by GEOID03.
 CQ2255
 CQ2255.The dynamic height is computed by dividing the NAVD 88
 CQ2255.geopotential number by the normal gravity value computed on the
 CQ2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2255.degrees latitude (g = 980.6199 gals.).
 CQ2255
 CQ2255.The modeled gravity was interpolated from observed gravity values.
 CQ2255
 CQ2255;                    North         East    Units  Estimated Accuracy
 CQ2255;SPC LA N     -   253,080.    1,033,990.      MT  (+/- 180 meters Scaled)
 CQ2255
 CQ2255                          SUPERSEDED SURVEY CONTROL
 CQ2255
 CQ2255  NGVD 29 (??/??/??)   44.980  (m)          147.57   (f) ADJUSTED    2 1
 CQ2255
 CQ2255.Superseded values are not recommended for survey control.
 CQ2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2255.See file dsdata.txt to determine how the superseded data were derived.
 CQ2255
 CQ2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS807274(NAD 83)
 CQ2255_MARKER: DR = REFERENCE MARK DISK
 CQ2255_SETTING: 0 = UNSPECIFIED SETTING
 CQ2255_STAMPING: WILSON 1952
 CQ2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2255
 CQ2255  HISTORY     - Date     Condition        Report By
 CQ2255  HISTORY     - 1952     MONUMENTED       CGS
 CQ2255  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ2255
 CQ2255                          STATION DESCRIPTION
 CQ2255
 CQ2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ2255'2 MI N FROM SPENCER.
 CQ2255'REFERENCE MARK NO. 1 IS 91.22 FEET SOUTHEAST OF THE STATION, 60 FEET
 CQ2255'SOUTH OF THE CENTER OF THE ROAD LEADING WEST, 95 FEET WEST OF THE
 CQ2255'CENTER LINE OF STATE HIGHWAY 143, 32 FEET SOUTHWEST OF A FENCE CORNER,
 CQ2255'6.5 FEET NORTHWEST OF A 3 FOOT PINE TREE AND 1 FOOT WEST OF A METAL
 CQ2255'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED WILSON
 CQ2255'NO. 1 1952, PROJECTING 2 INCHES.  SECTION 26, T 21, R 3 EAST.
 CQ2255
 CQ2255                          STATION RECOVERY (1982)
 CQ2255
 CQ2255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ2255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2254 ***********************************************************************
 CQ2254  DESIGNATION -  WILSON RM 3
 CQ2254  PID         -  CQ2254
 CQ2254  STATE/COUNTY-  LA/UNION
 CQ2254  USGS QUAD   -  HAILE (1988)
 CQ2254
 CQ2254                         *CURRENT SURVEY CONTROL
 CQ2254  ___________________________________________________________________
 CQ2254* NAD 83(1986)-  32 46 55.     (N)    092 08 14.     (W)     SCALED    
 CQ2254* NAVD 88     -        44.258  (meters)     145.20   (feet)  ADJUSTED  
 CQ2254  ___________________________________________________________________
 CQ2254  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ2254  DYNAMIC HT  -          44.209 (meters)     145.04  (feet)  COMP
 CQ2254  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 CQ2254
 CQ2254  VERT ORDER  -  SECOND    CLASS I
 CQ2254
 CQ2254.The horizontal coordinates were scaled from a topographic map and have
 CQ2254.an estimated accuracy of +/- 6 seconds.
 CQ2254
 CQ2254.The orthometric height was determined by differential leveling
 CQ2254.and adjusted by the National Geodetic Survey in June 1991..
 CQ2254
 CQ2254.The geoid height was determined by GEOID03.
 CQ2254
 CQ2254.The dynamic height is computed by dividing the NAVD 88
 CQ2254.geopotential number by the normal gravity value computed on the
 CQ2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2254.degrees latitude (g = 980.6199 gals.).
 CQ2254
 CQ2254.The modeled gravity was interpolated from observed gravity values.
 CQ2254
 CQ2254;                    North         East    Units  Estimated Accuracy
 CQ2254;SPC LA N     -   253,080.    1,033,990.      MT  (+/- 180 meters Scaled)
 CQ2254
 CQ2254                          SUPERSEDED SURVEY CONTROL
 CQ2254
 CQ2254  NGVD 29 (??/??/??)   44.348  (m)          145.50   (f) ADJUSTED    2 1
 CQ2254
 CQ2254.Superseded values are not recommended for survey control.
 CQ2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2254.See file dsdata.txt to determine how the superseded data were derived.
 CQ2254
 CQ2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS807274(NAD 83)
 CQ2254_MARKER: DR = REFERENCE MARK DISK
 CQ2254_SETTING: 0 = UNSPECIFIED SETTING
 CQ2254_STAMPING: WILSON RM 3 RESET 1967
 CQ2254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2254
 CQ2254  HISTORY     - Date     Condition        Report By
 CQ2254  HISTORY     - 1967     MONUMENTED       CGS
 CQ2254  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ2254
 CQ2254                          STATION DESCRIPTION
 CQ2254
 CQ2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CQ2254'2 MI N FROM SPENCER.
 CQ2254'REFERENCE MARK NO. 3 IS 86.97 FEET EAST-NORTHEAST OF THE STATION, 66
 CQ2254'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD LEADING WEST, 77 FEET
 CQ2254'WEST OF THE CENTERLINE OF STATE HIGHWAY 143, 43 FEET NORTHWEST OF A
 CQ2254'POWER POLE, 42 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 CQ2254'LINE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 CQ2254'REFERENCE MARK DISK STAMPED WILSON 1952 NO. 3 1967, PROJECTING 4
 CQ2254'INCHES.  SECTION 26, T 21, R 3 EAST.
 CQ2254
 CQ2254                          STATION RECOVERY (1982)
 CQ2254
 CQ2254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ2254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3505 ***********************************************************************
 CQ3505  DESIGNATION -  WILSON RM 4
 CQ3505  PID         -  CQ3505
 CQ3505  STATE/COUNTY-  LA/UNION
 CQ3505  USGS QUAD   -  HAILE (1988)
 CQ3505
 CQ3505                         *CURRENT SURVEY CONTROL
 CQ3505  ___________________________________________________________________
 CQ3505* NAD 83(1992)-  32 46 54.52655(N)    092 08 14.34422(W)     ADJUSTED  
 CQ3505* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 CQ3505  ___________________________________________________________________
 CQ3505  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CQ3505  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3505
 CQ3505  HORZ ORDER  -  THIRD
 CQ3505
 CQ3505.The horizontal coordinates were established by classical geodetic methods
 CQ3505.and adjusted by the National Geodetic Survey in May 1993..
 CQ3505
 CQ3505.The orthometric height was scaled from a topographic map.
 CQ3505
 CQ3505.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3505
 CQ3505.The geoid height was determined by GEOID03.
 CQ3505
 CQ3505;                    North         East     Units Scale Factor Converg.
 CQ3505;SPC LA N     -   253,063.624 1,033,977.889   MT  1.00002828   +0 11 30.3
 CQ3505;SPC LA N     -   830,259.57  3,392,309.12   sFT  1.00002828   +0 11 30.3
 CQ3505;UTM  15      - 3,627,428.443   580,787.215   MT  0.99968047   +0 28 01.6
 CQ3505
 CQ3505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3505!SPC LA N     -   0.99999703  x   1.00002828  =   1.00002531
 CQ3505!UTM  15      -   0.99999703  x   0.99968047  =   0.99967750
 CQ3505
 CQ3505                          SUPERSEDED SURVEY CONTROL
 CQ3505
 CQ3505.No superseded survey control is available for this station.
 CQ3505
 CQ3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8078727428(NAD 83)
 CQ3505_MARKER: DR = REFERENCE MARK DISK
 CQ3505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3505_SP_SET: CONCRETE POST
 CQ3505_STAMPING: WILSON 1952 NO 4 1986
 CQ3505_MARK LOGO: NGS   
 CQ3505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3505+STABILITY: SURFACE MOTION
 CQ3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3505+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CQ3505
 CQ3505  HISTORY     - Date     Condition        Report By
 CQ3505  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3505
 CQ3505                          STATION DESCRIPTION
 CQ3505
 CQ3505'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3505'THE STATION IS LOCATED ABOUT 25.8 KM (16.05 MI) WEST OF FARMERVILLE,
 CQ3505'16.1 KM (10.00 MI) SOUTHEAST OF MARION AND 3.2 KM (2.00 MI) NORTH OF
 CQ3505'THE VILLAGE OF SPENCER.  OWNERSHIP--UNKNOWN.
 CQ3505'TO REACH THE STATION FROM THE NORTH EDGE OF THE VILLAGE OF SPENCER, GO
 CQ3505'NORTH FOR 3.2 KM (2.00 MI) ON STATE HIGHWAY 143 TO THE MARK ON THE
 CQ3505'LEFT AT A GRAVEL ROAD.
 CQ3505'THE STATION IS 29.3 M (96.1 FT) WEST FROM THE CENTER OF HIGHWAY 143,
 CQ3505'27.1 M (88.9 FT) SOUTHWEST FROM THE SOUTH END OF A CONCRETE CULVERT
 CQ3505'UNDER THE GRAVEL ROAD, 19.5 M (64.0 FT) SOUTH FROM THE CENTER OF THE
 CQ3505'GRAVEL ROAD AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST WITH A
 CQ3505'SIGN ATTACHED.  THE MARK IS RECESSED 5 CM BELOW THE GROUND AND ABOUT
 CQ3505'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3504 ***********************************************************************
 CQ3504  DESIGNATION -  WILSON RM 5
 CQ3504  PID         -  CQ3504
 CQ3504  STATE/COUNTY-  LA/UNION
 CQ3504  USGS QUAD   -  HAILE (1988)
 CQ3504
 CQ3504                         *CURRENT SURVEY CONTROL
 CQ3504  ___________________________________________________________________
 CQ3504* NAD 83(1992)-  32 46 55.03748(N)    092 08 12.84248(W)     ADJUSTED  
 CQ3504* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 CQ3504  ___________________________________________________________________
 CQ3504  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CQ3504  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ3504
 CQ3504  HORZ ORDER  -  THIRD
 CQ3504
 CQ3504.The horizontal coordinates were established by classical geodetic methods
 CQ3504.and adjusted by the National Geodetic Survey in May 1993..
 CQ3504
 CQ3504.The orthometric height was scaled from a topographic map.
 CQ3504
 CQ3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3504
 CQ3504.The geoid height was determined by GEOID03.
 CQ3504
 CQ3504;                    North         East     Units Scale Factor Converg.
 CQ3504;SPC LA N     -   253,079.494 1,034,016.917   MT  1.00002832   +0 11 31.1
 CQ3504;SPC LA N     -   830,311.64  3,392,437.17   sFT  1.00002832   +0 11 31.1
 CQ3504;UTM  15      - 3,627,444.496   580,826.152   MT  0.99968055   +0 28 02.4
 CQ3504
 CQ3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3504!SPC LA N     -   0.99999703  x   1.00002832  =   1.00002535
 CQ3504!UTM  15      -   0.99999703  x   0.99968055  =   0.99967758
 CQ3504
 CQ3504                          SUPERSEDED SURVEY CONTROL
 CQ3504
 CQ3504.No superseded survey control is available for this station.
 CQ3504
 CQ3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8082627444(NAD 83)
 CQ3504_MARKER: DR = REFERENCE MARK DISK
 CQ3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3504_SP_SET: CONCRETE POST
 CQ3504_STAMPING: WILSON 1952 NO 5 1986
 CQ3504_MARK LOGO: NGS   
 CQ3504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CQ3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3504+STABILITY: SURFACE MOTION
 CQ3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ3504+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CQ3504
 CQ3504  HISTORY     - Date     Condition        Report By
 CQ3504  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3504
 CQ3504                          STATION DESCRIPTION
 CQ3504
 CQ3504'DESCRIBED BY LA TRANSP AND DEV 1986
 CQ3504'THE STATION IS LOCATED ABOUT 25.8 KM (16.05 MI) WEST OF FARMERVILLE,
 CQ3504'16.1 KM (10.00 MI) SOUTHEAST OF MARION AND 3.2 KM (2.00 MI) NORTH OF
 CQ3504'THE VILLAGE OF SPENCER.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CQ3504'TRANSPORTATION AND DEVELOPMENT.
 CQ3504'TO REACH THE STATION FROM THE NORTH EDGE OF THE VILLAGE OF SPENCER, GO
 CQ3504'NORTH FOR 3.2 KM (2.00 MI) ON STATE HIGHWAY 143 TO THE MARK ON THE
 CQ3504'RIGHT AT A GRAVEL ROAD LEADING WEST.
 CQ3504'THE STATION IS 18.6 M (61.0 FT) EAST-SOUTHEAST FROM THE SOUTH END OF A
 CQ3504'CONCRETE CULVERT, 16.5 M (54.1 FT) SOUTHEAST FROM THE INTERSECTION OF
 CQ3504'HIGHWAY 143 AND THE GRAVEL ROAD, 11.0 M (36.1 FT) EAST FROM THE CENTER
 CQ3504'OF HIGHWAY 143 AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST WITH
 CQ3504'A SIGN ATTACHED.  THE MARK IS RECESSED 5 CM BELOW THE GROUND SURFACE
 CQ3504'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4466 ***********************************************************************
 BJ4466  DESIGNATION -  WILTON
 BJ4466  PID         -  BJ4466
 BJ4466  STATE/COUNTY-  LA/ST JAMES
 BJ4466  USGS QUAD   -  CONVENT (1994)
 BJ4466
 BJ4466                         *CURRENT SURVEY CONTROL
 BJ4466  ___________________________________________________________________
 BJ4466* NAD 83(1992)-  30 05 08.50368(N)    090 51 22.97534(W)     ADJUSTED  
 BJ4466* NAVD 88     -         2.3  **(meters)       8.   **(feet)  VERTCON   
 BJ4466  **This station is located in a subsidence area (see below).
 BJ4466  ___________________________________________________________________
 BJ4466  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BJ4466  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BJ4466
 BJ4466  HORZ ORDER  -  FIRST
 BJ4466
 BJ4466.The horizontal coordinates were established by classical geodetic methods
 BJ4466.and adjusted by the National Geodetic Survey in January 1993..
 BJ4466
 BJ4466 ** The orthometric height has not been validated since last determined
 BJ4466 ** by differential leveling and should not be used for control purposes.
 BJ4466 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4466 ** area with valid NAVD 88 orthometric heights.
 BJ4466 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4466 ** epoch indicated which incorporates improved geoid heights for the
 BJ4466 ** Southern Louisiana Subsidence area.
 BJ4466 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4466
 BJ4466.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4466
 BJ4466.The geoid height was determined by GEOID03.
 BJ4466
 BJ4466;                    North         East     Units Scale Factor Converg.
 BJ4466;SPC LA S     -   175,861.008 1,045,976.169   MT  0.99992684   +0 14 18.5
 BJ4466;SPC LA S     -   576,970.66  3,431,673.48   sFT  0.99992684   +0 14 18.5
 BJ4466;UTM  15      - 3,330,219.069   706,593.278   MT  1.00012660   +1 04 29.9
 BJ4466
 BJ4466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4466!SPC LA S     -   1.00000380  x   0.99992684  =   0.99993064
 BJ4466!UTM  15      -   1.00000380  x   1.00012660  =   1.00013040
 BJ4466
 BJ4466|---------------------------------------------------------------------|
 BJ4466| PID    Reference Object                     Distance      Geod. Az  |
 BJ4466|                                                           dddmmss.s |
 BJ4466| CW1660 WILTON RM 4                          23.719 METERS 11304     |
 BJ4466| CW1661 WILTON RM 5                                        1994648.7 |
 BJ4466| CW1659 WILTON RM 3                          36.216 METERS 21321     |
 BJ4466| CW1657 WILTON RM 1                          36.160 METERS 21322     |
 BJ4466| CW1658 WILTON RM 2                          23.860 METERS 25915     |
 BJ4466|---------------------------------------------------------------------|
 BJ4466
 BJ4466                          SUPERSEDED SURVEY CONTROL
 BJ4466
 BJ4466  NAD 83(1986)-  30 05 08.52058(N)    090 51 22.97658(W) AD(       ) 1
 BJ4466  NAD 27      -  30 05 07.80042(N)    090 51 22.63337(W) AD(       ) 1
 BJ4466  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 BJ4466
 BJ4466.Superseded values are not recommended for survey control.
 BJ4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4466.See file dsdata.txt to determine how the superseded data were derived.
 BJ4466
 BJ4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0659330219(NAD 83)
 BJ4466_MARKER: DS = TRIANGULATION STATION DISK
 BJ4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4466+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 BJ4466
 BJ4466  HISTORY     - Date     Condition        Report By
 BJ4466  HISTORY     - 1929     MONUMENTED       CGS
 BJ4466  HISTORY     - 1936     GOOD             LAGS
 BJ4466  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ4466  HISTORY     - 1973     GOOD             NGS
 BJ4466  HISTORY     - 20040205 GOOD             INDIV
 BJ4466
 BJ4466                          STATION DESCRIPTION
 BJ4466
 BJ4466'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BJ4466'ABOUT 8 MILES E OF DONALDSONVILLE, AT CENTRAL, ON THE OLD
 BJ4466'WILTON PLANTATION RECENTLY PURCHASED BY S.T. CHRISTINA FROM
 BJ4466'DENIS E HYMEL.
 BJ4466'
 BJ4466'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4466'DISKS SET IN CONCRETE.
 BJ4466'
 BJ4466'REFERENCE MARK NO. 1 IS ON E SIDE OF PLANTATION ROAD, 36.16
 BJ4466'METERS (118.6 FEET) FROM STATION S 33 DEG 22 MIN W.
 BJ4466'
 BJ4466'REFERENCE MARK NO. 2 IS ON W SIDE OF PLANTATION ROAD, 23.86
 BJ4466'METERS (78.3 FEET) FROM STATION S 79 DEG 15 MIN W.
 BJ4466'
 BJ4466'TO REACH GO TO STORE OF J.I. HYMEL, CENTRAL, AND THEN E
 BJ4466'ABOUT 100 YARDS ON U.S. ROUTE 61 TO PLANTATION ROAD LEADING
 BJ4466'N, BETWEEN TWO ROWS OF NEGRO CABINS, AND ACROSS ILLINOIS
 BJ4466'CENTRAL RAILROAD TRACKS AND STRAIGHT AHEAD 1.3 MILES TO
 BJ4466'STATION, ON S SIDE OF ROAD.
 BJ4466
 BJ4466                          STATION RECOVERY (1936)
 BJ4466
 BJ4466'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ4466'ALL DISTANCES AND DIRECTIONS WERE CHECKED AND FOUND TO CONFORM
 BJ4466'TO THOSE GIVEN IN THE ORIGINAL DESCRIPTION.  REFERENCE MARKS
 BJ4466'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BJ4466
 BJ4466                          STATION RECOVERY (1955)
 BJ4466
 BJ4466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4466'THE STATION WAS VISITED ON APRIL 2, 1955.  THE SURFACE MARK
 BJ4466'AND REFERENCE MARK 2 WERE FOUND DESTROYED.  THE SUBSURFACE
 BJ4466'MARK WAS FOUND IN GOOD CONDITION AND LOWERED IN ITS ORIGINAL
 BJ4466'POSITION.  A NEW SURFACE MARK WAS ESTABLISHED.  REFERENCE
 BJ4466'MARK 1 WAS FOUND DISTURBED, THE MARK REENFORCED AND STAMPED
 BJ4466'NO 3.  REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  A
 BJ4466'NEW DESCRIPTION FOLLOWS--
 BJ4466'
 BJ4466'THE STATION IS LOCATED 1.2 MI. N OF THE N LEVEE OF MISSISSIPPI
 BJ4466'RIVER, 1.2 MI. N OF THE H.J. HYMEL STORE, ABOUT 8 MI. E
 BJ4466'OF DONALDSONVILLE, AND ON PROPERTY OWNED BY MR. SCHEXNAYDER.
 BJ4466'IT IS 50 FT. E OF THE CENTER OF A FIELD ROAD, 22 FT. N OF
 BJ4466'AN E-W FIELD ROAD, 72 FT. W OF A N-S DITCH, AND IN THE CENTER
 BJ4466'OF A TRIANGLE FORMED BY THREE RAILROAD RAILS PROJECTING 3
 BJ4466'FT. ABOVE THE GROUND.  IT IS A STANDARD DISK, STAMPED WILTON
 BJ4466'1929 1955 AND PROJECTING 4 IN.
 BJ4466'
 BJ4466'REFERENCE MARK 3 IS 118.85 FT. S-SW OF THE STATION, 20 FT.
 BJ4466'E OF A N-S FIELD ROAD, 91 FT. S OF AN E-W FIELD ROAD, AND
 BJ4466'1 FT. S OF A RAILROAD RAIL PROJECTING 3 FT.  IT IS A STANDARD
 BJ4466'DISK, STAMPED WILTON NO 3 1929 1955 AND PROJECTING 6 IN.
 BJ4466'
 BJ4466'REFERENCE MARK 4 IS 78.13 FT. E-SE OF THE STATION, 122 FT.
 BJ4466'E OF A N-S ROAD, 8 FT. N OF AN E-W FIELD ROAD, 6 FT. E OF
 BJ4466'A N-S DITCH, AND 1 FT. W OF A RAILROAD RAIL PROJECTING 3
 BJ4466'FT.  IT IS A STANDARD DISK, STAMPED WILTON NO 4 1929 1955 AND
 BJ4466'PROJECTING 6 IN.
 BJ4466'
 BJ4466'TO REACH THE STATION FROM THE POST OFFICE IN CENTRAL, GO SE
 BJ4466'ALONG THE RIVER ROAD FOR 1.7 MI. TO A SIDE ROAD LEFT JUST
 BJ4466'PAST THE H.J. HYMEL STORE, TURN LEFT AND GO N ON THE FIELD
 BJ4466'ROAD FOR 1.2 MI. TO THE STATION ON THE RIGHT AS DESCRIBED.
 BJ4466
 BJ4466                          STATION RECOVERY (1973)
 BJ4466
 BJ4466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4466'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED
 BJ4466'AND FOUND IN GOOD CONDITION.  HOWEVER A SHORTER DISTANCE
 BJ4466'OF 0.009 METERS TO REFERENCE MARK 3 AND 0.095 METERS TO
 BJ4466'REFERENCE MARK 4 WAS NOTED AND VERIFIED.  REFERENCE MARK
 BJ4466'5 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 BJ4466'
 BJ4466'THE STATION IS LOCATED ABOUT 8 MILES EAST OF DONALDSONVILLE,
 BJ4466'4 MILES EAST OF THE SUNSHINE BRIDGE, AND 1.5 MILES NORTH
 BJ4466'OF THE MISSISSIPPI RIVER.  THE PROPERTY IS OWNED BY MR.
 BJ4466'FERDUICE SCHEXNAYDER, ROUTE 1, CONVENT, LOUISIANA.  PHONE
 BJ4466'NUMBER 562-3222.
 BJ4466'
 BJ4466'TO REACH THE STATION FROM STATE HIGHWAY 44 UNDER THE SUNSHINE
 BJ4466'BRIDGE GO SOUTHERLY ON STATE HIGHWAY 44 FOR 3.8 MILES TO
 BJ4466'A SIDE ROAD LEFT.  TURN LEFT ON BLADED ROAD AND GO NORTH
 BJ4466'FOR 0.3 MILE TO RAILROAD TRACK AND REFERENCE MARK 5 ON THE
 BJ4466'RIGHT.  CONTINUE NORTH ON BLADED ROAD FOR 0.9 MILE TO A
 BJ4466'DIM CROSSROAD AND STATION ON THE RIGHT.
 BJ4466'
 BJ4466'THE STATION MARK IS A STANDARD DISK STAMPED WILTON 1929
 BJ4466'1955, SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 BJ4466'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 48 FEET EAST OF THE
 BJ4466'BLADED ROAD AND IN THE CENTER OF THREE RAILROAD RAILS PROJECTING
 BJ4466'2 FEET.
 BJ4466'
 BJ4466'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WILTON NO 3
 BJ4466'1929 1955, SET IN THE ROUND CHIPPED CONCRETE MONUMENT THAT
 BJ4466'IS 1 INCH BELOW THE GROUND.  IT IS 18 FEET EAST OF THE BLADED
 BJ4466'ROAD AND 2 FEET SOUTHWEST OF A RAILROAD RAIL PROJECTING THREE
 BJ4466'FEET.
 BJ4466'
 BJ4466'REFERENCE MARK 4 IS A STANDARD DISK STAMPED WILTON NO 4 1929
 BJ4466'1955, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BJ4466'THAT IS FLUSH WITH THE GROUND.  IT IS 127 FEET EAST OF THE
 BJ4466'BLADED ROAD, 7 FEET EAST OF A DRAINAGE DITCH AND 2 FEET
 BJ4466'WEST OF A RAILROAD RAIL PROJECTING TWO FEET.
 BJ4466'
 BJ4466'REFERENCE MARK 5 USED AS A AZIMUTH MARK IS A STANDARD DISK
 BJ4466'STAMPED WILTON NO 5 1929 1973, SET IN THE TOP OF A 12-INCH
 BJ4466'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BJ4466'44 FEET NORTH OF THE RAILROAD TRACK, 17 FEET NORTH OF A
 BJ4466'TELEPHONE POLE, 14 FEET EAST OF THE BLADED ROAD AND 2 FEET
 BJ4466'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BJ4466'
 BJ4466'HEIGHT OF LIGHT ABOVE STATION MARK 112.9 FEET.
 BJ4466'
 BJ4466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 BJ4466'CONVENT.
 BJ4466
 BJ4466                          STATION RECOVERY (2004)
 BJ4466
 BJ4466'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 BJ4466'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1171 ***********************************************************************
 CP1171  DESIGNATION -  WILTON BOLT
 CP1171  PID         -  CP1171
 CP1171  STATE/COUNTY-  LA/EAST CARROLL
 CP1171  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1171
 CP1171                         *CURRENT SURVEY CONTROL
 CP1171  ___________________________________________________________________
 CP1171* NAD 83(1986)-  32 39 26.     (N)    091 10 23.     (W)     SCALED    
 CP1171* NAVD 88     -        29.32   (+/-2cm)      96.2    (feet)  VERTCON   
 CP1171  ___________________________________________________________________
 CP1171  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1171
 CP1171  VERT ORDER  -  ? (See Below)
 CP1171
 CP1171.The horizontal coordinates were scaled from a topographic map and have
 CP1171.an estimated accuracy of +/- 6 seconds.
 CP1171
 CP1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1171.The vertical order pertains to the NGVD 29 superseded value.
 CP1171
 CP1171.The geoid height was determined by GEOID03.
 CP1171
 CP1171;                    North         East    Units  Estimated Accuracy
 CP1171;SPC LA N     -   239,950.    1,124,480.      MT  (+/- 180 meters Scaled)
 CP1171
 CP1171                          SUPERSEDED SURVEY CONTROL
 CP1171
 CP1171  NGVD 29 (??/??/92)   29.369  (m)           96.35   (f) ADJ UNCH    ?  
 CP1171
 CP1171.Superseded values are not recommended for survey control.
 CP1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1171.See file dsdata.txt to determine how the superseded data were derived.
 CP1171
 CP1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS713147(NAD 83)
 CP1171_MARKER: B = BOLT
 CP1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1171_SP_SET: STONE
 CP1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1171+STABILITY: SURFACE MOTION
 CP1171
 CP1171  HISTORY     - Date     Condition        Report By
 CP1171  HISTORY     - UNK      MONUMENTED       DOD
 CP1171  HISTORY     - 1934     GOOD             DOD
 CP1171
 CP1171                          STATION DESCRIPTION
 CP1171
 CP1171'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1171'1.6 MI S FROM TRANSYLVANIA DEPOT.
 CP1171'STA. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1171'OF THE MISS. RIVER, EAST CARROL PARISH LA.  BACK OF LOWER END OF
 CP1171'ATHERTON TOWHEAD AND UPPER END OF ISLAND 97.  ABOUT 1 1/2 MILE BELOW
 CP1171'TRANSYLVANIA LANDING, AND ABOUT THE SAME DISTANCE BELOW TRANSYLVANIA
 CP1171'DEPOT.  ABOUT 2165-FT. BELOW A Z SHAPED DOUBLE ANGLE IN LEVEE.  340
 CP1171'FT. BACK OF BANK OF CHUTE.  102 FT. BACK OF CENTERLINE OF LEVEE AT A
 CP1171'POINT 100 FT. ABOVE AN ANGLE AND ROAD CROSSING.  IN OPEN GROUND
 CP1171'BETWEEN LEVEE AND FENCE.  ABOUT 2950 FT. EAST OF WINDMILL AND COTTON
 CP1171'GIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1170 ***********************************************************************
 CP1170  DESIGNATION -  WILTON CAP
 CP1170  PID         -  CP1170
 CP1170  STATE/COUNTY-  LA/EAST CARROLL
 CP1170  USGS QUAD   -  TRANSYLVANIA (1994)
 CP1170
 CP1170                         *CURRENT SURVEY CONTROL
 CP1170  ___________________________________________________________________
 CP1170* NAD 83(1986)-  32 39 26.     (N)    091 10 23.     (W)     SCALED    
 CP1170* NAVD 88     -        30.54   (+/-2cm)     100.2    (feet)  VERTCON   
 CP1170  ___________________________________________________________________
 CP1170  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP1170
 CP1170  VERT ORDER  -  ? (See Below)
 CP1170
 CP1170.The horizontal coordinates were scaled from a topographic map and have
 CP1170.an estimated accuracy of +/- 6 seconds.
 CP1170
 CP1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1170.The vertical order pertains to the NGVD 29 superseded value.
 CP1170
 CP1170.The geoid height was determined by GEOID03.
 CP1170
 CP1170;                    North         East    Units  Estimated Accuracy
 CP1170;SPC LA N     -   239,950.    1,124,480.      MT  (+/- 180 meters Scaled)
 CP1170
 CP1170                          SUPERSEDED SURVEY CONTROL
 CP1170
 CP1170  NGVD 29 (??/??/92)   30.586  (m)          100.35   (f) ADJ UNCH    ?  
 CP1170
 CP1170.Superseded values are not recommended for survey control.
 CP1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1170.See file dsdata.txt to determine how the superseded data were derived.
 CP1170
 CP1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS713147(NAD 83)
 CP1170_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1170+STABILITY: SURFACE MOTION
 CP1170
 CP1170  HISTORY     - Date     Condition        Report By
 CP1170  HISTORY     - UNK      MONUMENTED       DOD
 CP1170  HISTORY     - 1934     GOOD             DOD
 CP1170
 CP1170                          STATION DESCRIPTION
 CP1170
 CP1170'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1170'1.6 MI S FROM TRANSYLVANIA DEPOT.
 CP1170'STA. IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE RIGHT BANK
 CP1170'OF THE MISS. RIVER, EAST CARROL PARISH LA.  BACK OF LOWER END OF
 CP1170'ATHERTON TOWHEAD AND UPPER END OF ISLAND 97.  ABOUT 1 1/2 MILE BELOW
 CP1170'TRANSYLVANIA LANDING, AND ABOUT THE SAME DISTANCE BELOW TRANSYLVANIA
 CP1170'DEPOT.  ABOUT 2165 FT. BELOW A Z SHAPED DOUBLE ANGLE IN LEVEE.  340
 CP1170'FT. BACK OF BANK OF CHUTE.  102 FT. BACK OF CENTERLINE OF LEVEE AT A
 CP1170'POINT 100 FT. ABOVE AN ANGLE AND ROAD CROSSING.  IN OPEN GROUND
 CP1170'BETWEEN LEVEE AND FENCE.  ABOUT 2950 FT. EAST OF WINDMILL AND COTTON
 CP1170'GIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4476 ***********************************************************************
 BJ4476  DESIGNATION -  WINCHESTER RESET
 BJ4476  PID         -  BJ4476
 BJ4476  STATE/COUNTY-  LA/ST JAMES
 BJ4476  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ4476
 BJ4476                         *CURRENT SURVEY CONTROL
 BJ4476  ___________________________________________________________________
 BJ4476* NAD 83(1992)-  30 03 21.79927(N)    090 54 49.09396(W)     ADJUSTED  
 BJ4476* NAVD 88     -         4.1  **(meters)      13.   **(feet)  VERTCON   
 BJ4476  **This station is located in a subsidence area (see below).
 BJ4476  ___________________________________________________________________
 BJ4476  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4476  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BJ4476
 BJ4476  HORZ ORDER  -  FIRST
 BJ4476
 BJ4476.The horizontal coordinates were established by classical geodetic methods
 BJ4476.and adjusted by the National Geodetic Survey in January 1993..
 BJ4476
 BJ4476 ** The orthometric height has not been validated since last determined
 BJ4476 ** by differential leveling and should not be used for control purposes.
 BJ4476 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4476 ** area with valid NAVD 88 orthometric heights.
 BJ4476 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4476 ** epoch indicated which incorporates improved geoid heights for the
 BJ4476 ** Southern Louisiana Subsidence area.
 BJ4476 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4476
 BJ4476.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4476
 BJ4476.The geoid height was determined by GEOID03.
 BJ4476
 BJ4476;                    North         East     Units Scale Factor Converg.
 BJ4476;SPC LA S     -   172,553.963 1,040,469.063   MT  0.99992621   +0 12 35.5
 BJ4476;SPC LA S     -   566,120.79  3,413,605.58   sFT  0.99992621   +0 12 35.5
 BJ4476;UTM  15      - 3,326,831.398   701,133.989   MT  1.00009914   +1 02 43.1
 BJ4476
 BJ4476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4476!SPC LA S     -   1.00000351  x   0.99992621  =   0.99992972
 BJ4476!UTM  15      -   1.00000351  x   1.00009914  =   1.00010265
 BJ4476
 BJ4476:                Primary Azimuth Mark                     Grid Az
 BJ4476:SPC LA S     -  WINCHESTER RM 6                          031 10 26.6
 BJ4476:UTM  15      -  WINCHESTER RM 6                          030 20 19.0
 BJ4476
 BJ4476|---------------------------------------------------------------------|
 BJ4476| PID    Reference Object                     Distance      Geod. Az  |
 BJ4476|                                                           dddmmss.s |
 BJ4476| CW1666 WINCHESTER RM 6                                    0312302.1 |
 BJ4476| BJ4481 CENTRAL WATER TANK                  APPROX. 2.6 KM 0433839.0 |
 BJ4476| BJ4472 CENTRAL TRANSC GAS PIPE MAST        APPROX. 5.8 KM 0521244.5 |
 BJ4476| BJ4474 CENTRAL HELVETIA INC TANK           APPROX. 5.1 KM 0595005.6 |
 BJ4476| BJ4473 CENTRAL HELVETIA INC STACK          APPROX. 5.1 KM 0595717.1 |
 BJ4476| BJ4482 WELCOME WATER TANK                  APPROX. 1.6 KM 0714334.5 |
 BJ4476| CW1662 WINCHESTER RM 1                      42.500 METERS 08902     |
 BJ4476| BJ4468 UNCLE SAM FREEPORT CHEM STACK       APPROX. 8.4 KM 1033046.5 |
 BJ4476| BJ4469 ST JAMES SHELL PIPELINE TOWER       APPROX. 8.0 KM 1183221.4 |
 BJ4476| AU3194 ST JAMES SUGAR CO OP STACK          APPROX. 9.4 KM 1364733.0 |
 BJ4476| CW1665 WINCHESTER RM 5                      32.467 METERS 24457     |
 BJ4476| BJ5094 PAINCOURTVILLE WATER TANK           APPROX.14.8 KM 2454418.7 |
 BJ4476| BJ4484 DONALDSONVILLE MP RR MICROWAVE      APPROX. 8.4 KM 3013147.0 |
 BJ4476| BJ4485 DONALDSONVILLE RM 4                 APPROX. 9.2 KM 3081858.5 |
 BJ4476| BJ4475 DONALDSONVILLE MUNICIPAL TANK       APPROX. 9.1 KM 3082514.5 |
 BJ4476| CW1664 WINCHESTER RM 3                      23.945 METERS 34537     |
 BJ4476| CW1663 WINCHESTER RM 2                      24.200 METERS 34653     |
 BJ4476|---------------------------------------------------------------------|
 BJ4476
 BJ4476                          SUPERSEDED SURVEY CONTROL
 BJ4476
 BJ4476  NAD 83(1986)-  30 03 21.81690(N)    090 54 49.09468(W) AD(       ) 1
 BJ4476  NAD 27      -  30 03 21.09496(N)    090 54 48.74638(W) AD(       ) 1
 BJ4476  NGVD 29 (07/19/86)    4.2    (m)           14.     (f) VERT ANG       
 BJ4476
 BJ4476.Superseded values are not recommended for survey control.
 BJ4476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4476.See file dsdata.txt to determine how the superseded data were derived.
 BJ4476
 BJ4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0113426831(NAD 83)
 BJ4476_MARKER: DS = TRIANGULATION STATION DISK
 BJ4476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4476
 BJ4476  HISTORY     - Date     Condition        Report By
 BJ4476  HISTORY     - 1930     MONUMENTED       CGS
 BJ4476  HISTORY     - 1937     GOOD             LAGS
 BJ4476  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BJ4476  HISTORY     - 1961     GOOD             USGS
 BJ4476  HISTORY     - 1964     GOOD             TWOCO
 BJ4476  HISTORY     - 1970     GOOD             NGS
 BJ4476  HISTORY     - 1973     GOOD             NGS
 BJ4476  HISTORY     - 1978     GOOD             NGS
 BJ4476
 BJ4476                          STATION DESCRIPTION
 BJ4476
 BJ4476'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 BJ4476'ABOUT 6-1/2 MILES SE OF DONALDSONVILLE, AND 1 MILE E OF
 BJ4476'THE TEXAS AND PACIFIC RAILWAY STATION WINCHESTER, ON MINNIE
 BJ4476'PLANTATION, IN FIELD UNDER CULTIVATION.
 BJ4476'
 BJ4476'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ4476'DISKS SET IN CONCRETE.
 BJ4476'
 BJ4476'REFERENCE MARK NO. 1 IS 50.3 METERS (165 FEET) S OF GRADED
 BJ4476'ROAD LEADING OFF ROUTE 30, 2.0 METERS (6.6 FEET) E OF CENTER
 BJ4476'LINE OF DIRT ROAD LEADING S, 3.6 METERS (12 FEET) W OF NEAR
 BJ4476'RAIL OF NARROW GAGE RAILROAD, AND 42.5 METERS (139 FEET)
 BJ4476'FROM STATION N 89 DEG 02 MIN E.
 BJ4476'
 BJ4476'REFERENCE MARK NO. 2 IS ON PROLONGATION OF CENTER LINE OF
 BJ4476'DIRT ROAD LEADING S, 3.4 METERS (11 FEET) N OF CENTER LINE
 BJ4476'OF GRADED ROAD, 5.8 METERS (19 FEET) W OF NEAR RAIL OF NARROW
 BJ4476'GAGE RAILROAD, AND 24.2 METERS (79 FEET) FROM STATION IN
 BJ4476'AZIMUTH 166 DEG 53 MIN.  AZIMUTH FROM STATION LAUDERVILLE
 BJ4476'SUGAR REFINERY WATER TANK IS N 14 DEG 10 MIN W.
 BJ4476'
 BJ4476'TO REACH FROM DONALDSONVILLE GO 9.9 MILES S ON U.S. HIGHWAY
 BJ4476'30 TO GATE OPENING ONTO PRIVATE ROAD ON MINNIE PLANTATION,
 BJ4476'AND FOLLOW THIS ROAD 1.1 MILES TO T-INTERSECTION, JUST W
 BJ4476'OF NARROW GAGE RAILROAD TRACK.  STATION IS IN SW CORNER
 BJ4476'OF INTERSECTION OF LEFT ROAD OF T AND RAILROAD, 17.7 METERS
 BJ4476'(58 FEET) W OF CENTER LINE OF T-ROAD, 24.0 METERS (79 FEET)
 BJ4476'W OF NEAR RAIL OF NARROW GAGE TRACK, AND 14.2 METERS (47 FEET)
 BJ4476'S OF GRADED ROAD LEADING OFF ROUTE 30.
 BJ4476
 BJ4476                          STATION RECOVERY (1937)
 BJ4476
 BJ4476'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1937
 BJ4476'RECOVERED AS DESCRIBED.
 BJ4476
 BJ4476                          STATION RECOVERY (1955)
 BJ4476
 BJ4476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BJ4476'THE STATION WAS VISITED ON MAY 11, 1955.  THE SURFACE MARK
 BJ4476'WAS FOUND DESTROYED.  THE SUBSURFACE MARK WAS FOUND IN GOOD
 BJ4476'CONDITION.  A NEW SURFACE MARK WAS SET IN ITS ORIGINAL POSITION.
 BJ4476'REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  REFERENCE
 BJ4476'MARKS 3 AND 4 WERE ESTABLISHED AT THIS DATE.  THE STATION
 BJ4476'IS LOCATED ON THE WINCHESTER PLANTATION, NOT THE MINNIE
 BJ4476'PLANTATION AS STATED IN THE 1929 DESCRIPTION.  THE OLD
 BJ4476'PLANTATION RAILROAD HAS BEEN TAKEN UP, BUT IT IS STILL EVIDENT
 BJ4476'WHERE THE TRACK CROSSED THE FIELD ROAD.  A NEW
 BJ4476'DESCRIPTION FOLLOWS--
 BJ4476'
 BJ4476'THE STATION IS LOCATED ABOUT 6.5 MI. SE OF DONALDSONVILLE,
 BJ4476'ON THE OLD WINCHESTER PLANTATION, 0.85 MI. S OF THE LEVEE,
 BJ4476'AND IN PASTURE LAND FORMERLY A RICE FIELD OWNED BY MR. WOOD
 BJ4476'WHO PASTURES CATTLE IN THE AREA.  IT IS ABOUT 800 FT. SW
 BJ4476'OF A GROVE OF TREES, 47 FT. E OF THE CENTER OF A FIELD ROAD
 BJ4476'LEADING FROM THE LEVEE, 58 FT. S OF A VERY DIM FIELD ROAD,
 BJ4476'105 FT. W OF A N-S DITCH, 33 FT. W OF A WELL-DEFINED COW
 BJ4476'TRAIL, 507 FT. N OF A LONE TREE WHICH IS ON THE S EDGE OF
 BJ4476'AN E-W DITCH, AND 521 FT. N OF AN E-W FIELD ROAD.  (THE
 BJ4476'STATION IS ON LINE WITH REFERENCE MARK 3 AND THE LAUDERDALE
 BJ4476'WATER TANK.) IT IS A STANDARD DISK, STAMPED WINCHESTER
 BJ4476'1929 1955 AND IS FLUSH WITH THE GROUND.
 BJ4476'
 BJ4476'REFERENCE MARK 3 IS 78.45 FT. NW OF THE STATION, 11 FT. W
 BJ4476'OF THE CENTER OF A N-S ROAD, 3 FT. S OF THE PROJECTED CENTER
 BJ4476'OF AN E-W ROAD WHICH CAN BE DISTINGUISHED BY THE FILL OVER
 BJ4476'THE DITCH, AND IN A N-S FENCE LINE BETWEEN THE DITCH AND
 BJ4476'A N-S ROAD.  IT IS A STANDARD DISK, STAMPED WINCHESTER NO
 BJ4476'3 1929 1955 AND WELDED ON THE TOP OF A 3-IN. IRON PIPE
 BJ4476'PROJECTING 2 FT. ABOVE THE GROUND, AND SET IN A ROUND CONCRETE
 BJ4476'POST PROJECTING 4 IN.
 BJ4476'
 BJ4476'REFERENCE MARK 4 IS 106.62 FT. SW OF THE STATION, 11 FT.
 BJ4476'W OF THE CENTER OF THE N-S ROAD, AND IN A FENCE LINE BETWEEN
 BJ4476'THE ROAD AND A DITCH.  IT IS A STANDARD DISK, STAMPED WINCHESTER
 BJ4476'NO 4 1929 1955 AND WELDED ON THE TOP OF A 3-IN. IRON PIPE
 BJ4476'PROJECTING 2 FT. ABOVE THE GROUND, AND SET IN A ROUND CONCRETE
 BJ4476'POST PROJECTING 4 IN.
 BJ4476'
 BJ4476'THE DISTANCE BETWEEN REFERENCE MARKS 3 AND 4 IS 143.3 FT.
 BJ4476'
 BJ4476'TO REACH THE STATION FROM THE ST. JOSEPH CATHOLIC CHURCH
 BJ4476'IN DONALDSONVILLE, GO E ON STATE HIGHWAY 18 FOR 9.3 MI. TO
 BJ4476'A SIDE ROAD RIGHT AT THE OUTSIDE OF A CURVE AND A CRANE
 BJ4476'FOR LOADING CANE ON THE RIGHT, TURN RIGHT ON A FARM ROAD
 BJ4476'PASSING THROUGH THE GATE AND GO 0.85 MI. TO THE MARK ON THE
 BJ4476'LEFT.  (THIS FARM ROAD PARALLELS A DEEP DITCH.)
 BJ4476
 BJ4476                          STATION RECOVERY (1961)
 BJ4476
 BJ4476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BJ4476'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BJ4476
 BJ4476                          STATION RECOVERY (1964)
 BJ4476
 BJ4476'RECOVERY NOTE BY TIDEWATER OIL COMPANY 1964 (LWH)
 BJ4476'RECOVERED BY TIDEWATER OIL CO.
 BJ4476'
 BJ4476'STATION WAS RECOVERED AND THE DESCRIPTION SHOULD BE AMENDED
 BJ4476'AS FOLLOWS--
 BJ4476'
 BJ4476'STATION IS EIGHT INCHES BELOW THE SURFACE OF THE GROUND.
 BJ4476'
 BJ4476'REFERENCE MARKS NO. 3 AND 4 APPEAR TO BE SLIPPING INTO THE
 BJ4476'DEEP CANAL TO WHICH THEY ARE ADJACENT.
 BJ4476
 BJ4476                          STATION RECOVERY (1970)
 BJ4476
 BJ4476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BJ4476'STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED IN
 BJ4476'GOOD CONDITION.
 BJ4476'
 BJ4476'REFERENCE MARK NO. 4 RECOVERED IN POOR CONDITION.
 BJ4476'
 BJ4476'DESCRIPTION BY R.A.E. IN 1955 IS ADEQUATE FOR RECOVERY WITH
 BJ4476'THE FOLLOWING CHANGES--STATION IS ON LAND LEASED BY MR.
 BJ4476'WOOD FROM THE AMERICAN RED CROSS.
 BJ4476
 BJ4476                          STATION RECOVERY (1973)
 BJ4476
 BJ4476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCA)
 BJ4476'NO MEASUREMENT BETWEEN R.MS. DUE TO FENCE AND UNDERBRUSH
 BJ4476'ON LINE.
 BJ4476'
 BJ4476'STATION WAS VISITED, THE STATION MARK AND REFERENCE MARKS
 BJ4476'3 AND 4 WERE RECOVERED.  THE STATION MARK WAS FOUND IN GOOD
 BJ4476'CONDITION.  REFERENCE MARK 3 WAS TILTED, IT WAS PUT IN AN
 BJ4476'UP-RIGHT POSITION AND THE STAMPING LEFT AS WAS.  REFERENCE
 BJ4476'MARK 4 WAS FOUND TILTED AND IT WAS PUT IN AN UP-RIGHT POSITION.
 BJ4476'THE STAMPING OF THE DISK NOW READS WINCHESTER NO 5 1929
 BJ4476'1973.  REFERENCE MARK 6 WAS ESTABLISHED AT THIS TIME AND
 BJ4476'USED AS AN AZIMUTH MARK.  DUE TO CHANGES A NEW DESCRIPTION
 BJ4476'FOLLOWS.
 BJ4476'
 BJ4476'THE STATION IS LOCATED ABOUT 7 MILES EAST OF BELLE ALLIANCE,
 BJ4476'6 MILES NORTHWEST OF CONVENT, 6 MILES SOUTHEAST OF DONALDSONVILLE
 BJ4476'AND 1 MILE WEST-SOUTHWEST OF WELCOME.  IT IS ON LAND THAT
 BJ4476'IS PASTURED BY THE WOOD CATTLE COMPANY.  THE LAND IS LEASED
 BJ4476'BY MR. SIDNEY WOOD HIS ADDRESS BEING.  MR. SIDNEY WOOD,
 BJ4476'ROUTE 2 BOX 114 B, WELCOME, LOUISIANA.  PHONE NUMBER 473-9548.
 BJ4476'THE PROPERTY IS OWNED BY THE SOUTHDOWN LAND COMPANY, 1600
 BJ4476'CANAL STREET, NEW ORLEANS, LOUISIANA 70112.
 BJ4476'
 BJ4476'TO REACH THE STATION FROM THE JUNCTION OF A FRONTAGE ROAD
 BJ4476'AND STATE HIGHWAY 18, THAT IS LOCATED UNDER THE MISSISSIPPI
 BJ4476'RIVER SUNSHINE BRIDGE, GO SOUTHERLY ON STATE HIGHWAY 18
 BJ4476'FOR 2.2 MILE TO A GATE ON RIGHT AND A CANE LOADING CRANE
 BJ4476'ON THE RIGHT, PASS THROUGH GATE AND GO SOUTH-SOUTHWEST ON
 BJ4476'TRACK ROAD FOR 0.85 MILE TO A GATE, PASS THROUGH GATE AND
 BJ4476'REFERENCE MARK 6 ON THE RIGHT. AS DESCRIBED. CONTINUE
 BJ4476'SOUTHERLY ON TRACK ROAD FOR 0.15 MILE TO THE STATION, AS
 BJ4476'DESCRIBED.
 BJ4476'
 BJ4476'STATION MARKS ARE STANDARD DISKS STAMPED WINCHESTER 1929
 BJ4476'1955.  THE SURFACE DISK IS SET IN THE TOP OF A 12X12 INCH
 BJ4476'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.
 BJ4476'IT IS 105 FEET WEST-NORTHWEST OF A DITCH, 56 FEET WEST-NORTHWEST
 BJ4476'OF A FENCE POST WITH TRIANGLE BLAZE AND 44 FEET EAST-SOUTHEAST
 BJ4476'OF THE APPROXIMATE CENTER OF FIELD ROAD.  THE UNDERGROUND
 BJ4476'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BJ4476'42 INCHES BELOW GROUND SURFACE.
 BJ4476'
 BJ4476'REFERENCE MARK 3, A STANDARD DISK STAMPED WINCHESTER NO
 BJ4476'3 1929 1955, THE DISK IS WELDED TO THE TOP OF A 3 INCH METAL
 BJ4476'PIPE, THE PIPE IS CEMENTED IN THE GROUND THE DISK PROJECTS
 BJ4476'2.5 FEET ABOVE GROUND SURFACE.  IT IS 15 FEET WEST-NORTHWEST
 BJ4476'OF THE APPROXIMATE CENTER OF FIELD ROAD AND SET IN FENCE
 BJ4476'LINE.
 BJ4476'
 BJ4476'REFERENCE MARK 5, A STANDARD DISK STAMPED WINCHESTER NO
 BJ4476'5 1929 1973, THE DISK IS WELDED TO THE TOP OF A 3 INCH METAL
 BJ4476'PIPE, THE PIPE IS CEMENTED IN THE GROUND THE DISK PROJECTS
 BJ4476'1.5 FEET ABOVE GROUND SURFACE.  IT IS 15 FEET WEST-NORTHWEST
 BJ4476'OF THE APPROXIMATE CENTER OF FIELD ROAD, 1.6 FEET NORTH
 BJ4476'OF A METAL WITNESS POST WITH SIGN ATTACHED AND IN FENCE LINE.
 BJ4476'
 BJ4476'REFERENCE MARK 6 (AZIMUTH MARK), A STANDARD DISK STAMPED
 BJ4476'WINCHESTER NO 6 1929 1973, IS SET IN THE TOP OF A 12-INCH
 BJ4476'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 BJ4476'GROUND SURFACE.  IT IS 24 FEET WEST-NORTHWEST OF A FENCE,
 BJ4476'2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 BJ4476'AND 1.6 FEET SOUTH-SOUTHWEST OF A FENCE.
 BJ4476'
 BJ4476'HEIGHT OF LIGHT ABOVE STATION MARK 113.2 FEET.
 BJ4476'
 BJ4476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 BJ4476'WEST-SOUTHWEST OF WELCOME
 BJ4476
 BJ4476                          STATION RECOVERY (1978)
 BJ4476
 BJ4476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLM)
 BJ4476'WINCHESTER SURFACE MARK FOUND DESTROYED SUBSURFACE MARK RECOVERED
 BJ4476'IN GOOD CONDITION FROM REF. MARK 3 AND 4.
 BJ4476'
 BJ4476'DESCRIPTION ADQUATE.  NEW SURFACE MARK SHOULD BE SET.
 BJ4476'
 BJ4476'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MI. S. E. DONALDSON
 BJ4476'VILLE LA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1523 ***********************************************************************
 BX1523  DESIGNATION -  WINNFIELD
 BX1523  PID         -  BX1523
 BX1523  STATE/COUNTY-  LA/WINN
 BX1523  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1523
 BX1523                         *CURRENT SURVEY CONTROL
 BX1523  ___________________________________________________________________
 BX1523* NAD 83(1992)-  31 55 22.78532(N)    092 38 29.41239(W)     ADJUSTED  
 BX1523* NAVD 88     -        45.74   (+/-2cm)     150.1    (feet)  VERTCON   
 BX1523  ___________________________________________________________________
 BX1523  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 BX1523  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1523
 BX1523  HORZ ORDER  -  FIRST
 BX1523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1523
 BX1523.The horizontal coordinates were established by classical geodetic methods
 BX1523.and adjusted by the National Geodetic Survey in January 1993..
 BX1523
 BX1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1523.The vertical order pertains to the NGVD 29 superseded value.
 BX1523
 BX1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1523
 BX1523.The geoid height was determined by GEOID03.
 BX1523
 BX1523;                    North         East     Units Scale Factor Converg.
 BX1523;SPC LA N     -   157,783.201   986,618.877   MT  0.99991475   -0 04 29.3
 BX1523;SPC LA N     -   517,660.39  3,236,932.10   sFT  0.99991475   -0 04 29.3
 BX1523;UTM  15      - 3,531,956.488   533,890.284   MT  0.99961416   +0 11 22.4
 BX1523
 BX1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1523!SPC LA N     -   0.99999686  x   0.99991475  =   0.99991161
 BX1523!UTM  15      -   0.99999686  x   0.99961416  =   0.99961102
 BX1523
 BX1523:                Primary Azimuth Mark                     Grid Az
 BX1523:SPC LA N     -  WINNFIELD AZ MK                          075 18 24.9
 BX1523:UTM  15      -  WINNFIELD AZ MK                          075 02 33.2
 BX1523
 BX1523|---------------------------------------------------------------------|
 BX1523| PID    Reference Object                     Distance      Geod. Az  |
 BX1523|                                                           dddmmss.s |
 BX1523| CY5092 WINNFIELD AZ MK                                    0751355.6 |
 BX1523| BX1525 WINNFIELD RM 1                       71.509 METERS 07757     |
 BX1523| BX2743 WINNFIELD MUNICIPAL TANK            427.013 METERS 0863723.3 |
 BX1523| BX2733 COLGRADE FEDERAL FIRE TOWER         APPROX. 9.4 KM 0924839.3 |
 BX1523| BX2744 WINNFIELD TREMONT GULF RR TANK      APPROX. 1.4 KM 0932925.7 |
 BX1523| BX2740 SARDIS FIRE TOWER                   APPROX.10.8 KM 2154820.4 |
 BX1523| BX2745 WINNFIELD 2                          32.476 METERS 25756     |
 BX1523| BX1524 WINNFIELD RM 2                       50.670 METERS 35817     |
 BX1523|---------------------------------------------------------------------|
 BX1523
 BX1523                          SUPERSEDED SURVEY CONTROL
 BX1523
 BX1523  NAD 83(1986)-  31 55 22.79969(N)    092 38 29.40376(W) AD(       ) 1
 BX1523  NAD 27      -  31 55 22.21100(N)    092 38 28.86900(W) AD(       ) 1
 BX1523  NGVD 29 (??/??/??)   45.772  (m)          150.17   (f) ADJUSTED    2 0
 BX1523
 BX1523.Superseded values are not recommended for survey control.
 BX1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1523.See file dsdata.txt to determine how the superseded data were derived.
 BX1523
 BX1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3389031956(NAD 83)
 BX1523_MARKER: DS = TRIANGULATION STATION DISK
 BX1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1523_STAMPING: WINNFIELD 1934
 BX1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1523+STABILITY: SURFACE MOTION
 BX1523
 BX1523  HISTORY     - Date     Condition        Report By
 BX1523  HISTORY     - 1934     MONUMENTED       CGS
 BX1523  HISTORY     - 1934     GOOD             CGS
 BX1523  HISTORY     - 1936     GOOD             LAGS
 BX1523  HISTORY     - 1960     GOOD             CGS
 BX1523
 BX1523                          STATION DESCRIPTION
 BX1523
 BX1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX1523'STATION IS LOCATED IN THE TOWN OF WINNFIELD SEC. 23, T 11 N,
 BX1523'R 3 W, ON LAND OWNED AND OCCUPIED BY THE PUBLIC SCHOOLS.
 BX1523'STATION MARK IS SET 22 FEET E OF CONCRETE CURB, ALONG STREET,
 BX1523'17 FEET NW OF W CORNER OF N BACK STOP OF TENNIS COURTS.  MARK
 BX1523'IS PROJECTING ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 BX1523'
 BX1523'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BX1523'BRONZE DISKS SET IN CONCRETE.
 BX1523'
 BX1523'REFERENCE MARK NO. 1 IS (234.54 FEET) 71.495 METERS E OF STATION,
 BX1523'3 FEET W OF CONCRETE CURB AND 3 FEET S OF HIGH LINE POLE.
 BX1523'MARK IS PROJECTING ABOUT 10 INCHES ABOVE SURFACE OF GROUND.
 BX1523'
 BX1523'REFERENCE MARK NO. 2 IS (166.25 FEET) 50.670 METERS N OF STATION,
 BX1523'17 FEET E OF CONCRETE CURB AND 62 FEET W OF SW CORNER OF OLD
 BX1523'HIGH SCHOOL BUILDING.  MARK IS PROJECTING ABOUT 4 INCHES ABOVE
 BX1523'SURFACE OF GROUND.
 BX1523'
 BX1523'AZIMUTH MARK IS LOCATED 0.4 MILE E OF STATION ON PROPERTY OWNED
 BX1523'AND OCCUPIED BY MR. KINNEY, 50 FEET E OF CENTER LINE OF BEVILL
 BX1523'STREET, 150 FEET NW OF MUNICIPAL WATER TANK.  MARK PROJECTS ABOUT
 BX1523'3 INCHES ABOVE SURFACE OF GROUND.
 BX1523'
 BX1523'REACHED FROM SW CORNER OF COURTHOUSE SQUARE BY GOING W ONE
 BX1523'BLOCK, THENCE S 2-1/2 BLOCKS TO TOP OF HILL AND STATION ON LEFT.
 BX1523'
 BX1523'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BX1523
 BX1523                          STATION RECOVERY (1934)
 BX1523
 BX1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX1523'IN WINNFIELD.
 BX1523'AT WINNFIELD, WINN PARISH, ABOUT 37 YARDS NORTH OF THE SOUTHWEST
 BX1523'CORNER FROM THE GRADE SCHOOL GROUNDS, ABOUT 54 YARDS SOUTH OF THE
 BX1523'SOUTHWEST CORNER OF THE OLD CENTRAL HIGH SCHOOL BUILDING, 40 FEET EAST
 BX1523'OF A STREET RUNNING BETWEEN THE TWO SCHOOLS, AND AT THE WEST SIDE OF A
 BX1523'TENNIS COURT.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 BX1523'WINNFIELD 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BX1523
 BX1523                          STATION RECOVERY (1936)
 BX1523
 BX1523'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BX1523'STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION
 BX1523'AND FOUND IN GOOD CONDITION.
 BX1523
 BX1523                          STATION RECOVERY (1960)
 BX1523
 BX1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BX1523'THE STATION WAS VISITED 1-20-60 AND THE STATION MARK AND
 BX1523'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BX1523'THE AZIMUTH MARK WAS NOT FOUND AT THIS DATE AND WOULD HAVE
 BX1523'BEEN OBSTRUCTED FROM THE STATION BY HOUSES IF FOUND.  THE
 BX1523'WINNFIELD MUNICIPAL WATER TANK WAS NOT VISIBLE FROM THE
 BX1523'STATION.  THE STATION AND REFERENCE MARK NO. 2 WERE REQUESTED
 BX1523'MOVED BY MENBERS OF THE SCHOOL BOARD.  A NEW STATION WINNFIELD
 BX1523'2 1960 WAS ESTABLISHED 106.55 FEET FEET WEST AND IN LINE WITH
 BX1523'REFERENCE MARK NO. 1.  REFERENCE MARKS NO. 3 AND NO. 4 WERE
 BX1523'ESTABLISHED AT THIS DATE.  THE DISKS FOR REFERENCE MARK NO.
 BX1523'2 AND THE STATION SURFACE MARK WERE RECLAIMED.  REFERENCE
 BX1523'MARKS NO. 1 AND THE STATION UNDERGROUND MARK WERE LEFT
 BX1523'INTACT.  A NEW DESCRIPTION FOR THE UNDERGROUND STATION
 BX1523'MARK FOLLOWS.
 BX1523'
 BX1523'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE PLAYGROUND
 BX1523'FOR THE WINNFIELD HIGHSCHOOL IN WINNFIELD, AT THE NORTHEAST
 BX1523'ANGLE OF THE INTERSECTION OF ST. JOHN AND ALLEN STREETS, 132
 BX1523'FEET NORTH OF THE CENTERLINE OF ALLEN STREET, 23.1 FEET EAST
 BX1523'OF THE EAST CURB OF ST. JOHN STREET, 111 FEET EAST OF THE
 BX1523'SOUTHEAST CORNER OF THE HIGH SCHOOL GYMNASIUM, 4.2 FEET SOUTH
 BX1523'OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE GYM, AND 16.8
 BX1523'FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE MAIN
 BX1523'HIGH SCHOOL BUILDING.  IT IS A STANDARD DISK, STAMPED
 BX1523'WINNFIELD 1934, 3 FEET BELOW THE SURFACE OF THE GROUND.
 BX1523'
 BX1523'REFERENCE MARK NO. 1 IS 234.61 FEET EAST OF THE STATION ON
 BX1523'THE OPPOSITE SIDE OF THE PLAYGROUND, 3 FEET WEST OF THE WEST
 BX1523'CURB OF A NORTH-SOUTH STREET AND 3 FEET SOUTH OF A POWER POLE.
 BX1523'IT IS A STANDARD DISK, STAMPED WINNFIELD NO 1 1934, SET IN
 BX1523'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2745 ***********************************************************************
 BX2745  DESIGNATION -  WINNFIELD 2
 BX2745  PID         -  BX2745
 BX2745  STATE/COUNTY-  LA/WINN
 BX2745  USGS QUAD   -  WINNFIELD WEST (1984)
 BX2745
 BX2745                         *CURRENT SURVEY CONTROL
 BX2745  ___________________________________________________________________
 BX2745* NAD 83(1992)-  31 55 22.56486(N)    092 38 30.62131(W)     ADJUSTED  
 BX2745* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 BX2745  ___________________________________________________________________
 BX2745  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 BX2745  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX2745
 BX2745  HORZ ORDER  -  SECOND
 BX2745
 BX2745.The horizontal coordinates were established by classical geodetic methods
 BX2745.and adjusted by the National Geodetic Survey in January 1993..
 BX2745
 BX2745.The orthometric height was scaled from a topographic map.
 BX2745
 BX2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2745
 BX2745.The geoid height was determined by GEOID03.
 BX2745
 BX2745;                    North         East     Units Scale Factor Converg.
 BX2745;SPC LA N     -   157,776.453   986,587.113   MT  0.99991475   -0 04 30.0
 BX2745;SPC LA N     -   517,638.25  3,236,827.89   sFT  0.99991475   -0 04 30.0
 BX2745;UTM  15      - 3,531,949.595   533,858.560   MT  0.99961414   +0 11 21.8
 BX2745
 BX2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2745!SPC LA N     -   0.99999683  x   0.99991475  =   0.99991158
 BX2745!UTM  15      -   0.99999683  x   0.99961414  =   0.99961097
 BX2745
 BX2745|---------------------------------------------------------------------|
 BX2745| PID    Reference Object                     Distance      Geod. Az  |
 BX2745|                                                           dddmmss.s |
 BX2745| BX1525 WINNFIELD RM 1                      103.986 METERS 07756     |
 BX2745| BX1523 WINNFIELD                            32.476 METERS 07756     |
 BX2745| CY5094 WINNFIELD 2 RM 4                     39.804 METERS 27944     |
 BX2745| CY5093 WINNFIELD 2 RM 3                     18.899 METERS 35242     |
 BX2745|---------------------------------------------------------------------|
 BX2745
 BX2745                          SUPERSEDED SURVEY CONTROL
 BX2745
 BX2745  NAD 83(1986)-  31 55 22.57922(N)    092 38 30.61267(W) AD(       ) 2
 BX2745  NAD 27      -  31 55 21.99050(N)    092 38 30.07790(W) AD(       ) 2
 BX2745
 BX2745.Superseded values are not recommended for survey control.
 BX2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2745.See file dsdata.txt to determine how the superseded data were derived.
 BX2745
 BX2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3385931950(NAD 83)
 BX2745_MARKER: DS = TRIANGULATION STATION DISK
 BX2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2745
 BX2745  HISTORY     - Date     Condition        Report By
 BX2745  HISTORY     - 1960     MONUMENTED       CGS
 BX2745  HISTORY     - 1968     GOOD             CGS
 BX2745  HISTORY     - 19981017 GOOD             USPSQD
 BX2745
 BX2745                          STATION DESCRIPTION
 BX2745
 BX2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CCR)
 BX2745'THE STATION IS LOCATED AT THE WINNFIELD HIGH SCHOOL AT WINNFIELD,
 BX2745'NEAR THE SOUTHEAST CORNER OF THE SCHOOL GYMNASIUM, 123 FEET
 BX2745'NORTHWEST OF THE INTERSECTIONS OF THE CENTERLINES OF ST. JOHN
 BX2745'AND ALLEN STREETS, 25.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 BX2745'GYM, 7 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF
 BX2745'THE GYM, 18 FEET WEST OF THE WEST CURB OF ST. JOHN STREET,
 BX2745'24.7 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF
 BX2745'THE GYM, 11 FEET WEST-NORTHWEST OF AN OAK TREE, 18 FEET WEST
 BX2745'OF A POWER POLE, AND 26 FEET NORTH OF THE NORTH EDGE OF A
 BX2745'PRIVATE DRIVEWAY.  IT IS A STANDARD DISK, STAMPED WINNFIELD
 BX2745'2 1960, FLUSH WITH THE SURFACE OF THE GROUND.
 BX2745'
 BX2745'REFERENCE MARK NO. 3 IS 62.00 FEET NORTH OF THE STATION, 37.1
 BX2745'FEET NORTH OF THE SOUTHEAST CORNER OF THE GYM, AND 26 FEET WEST
 BX2745'OF THE WEST CURB OF ST. JOHN STREET.  IT IS A STANDARD DISK,
 BX2745'STAMPED WINNFIELD 2 NO 3 1960, SET IN A DRILL HOLE IN THE
 BX2745'SOUTH CONCRETE RAILING OF THE STEPS LEADING TO THE EAST
 BX2745'ENTRANCE TO THE GYMNASIUM.
 BX2745'
 BX2745'REFERENCE MARK NO. 4 IS 130.59 FEET WEST-NORTHWEST OF THE
 BX2745'STATION 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE GYMNASIUM.
 BX2745'IT IS A STANDARD DISK, STAMPED WINNFIELD 2 NO 4 1960, PROJECTING
 BX2745'4 INCHES.
 BX2745
 BX2745                          STATION RECOVERY (1968)
 BX2745
 BX2745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 BX2745'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK 3 AND
 BX2745'4 WERE RECOVERED AS DESCRIBED BY C.C. REED IN 1960 AND FOUND IN
 BX2745'GOOD CONDITION.
 BX2745'
 BX2745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WINNFIELD.
 BX2745
 BX2745                          STATION RECOVERY (1998)
 BX2745
 BX2745'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2748 ***********************************************************************
 BX2748  DESIGNATION -  WINNFIELD CABLE TV MAST
 BX2748  PID         -  BX2748
 BX2748  STATE/COUNTY-  LA/WINN
 BX2748  USGS QUAD   -  WINNFIELD WEST (1984)
 BX2748
 BX2748                         *CURRENT SURVEY CONTROL
 BX2748  ___________________________________________________________________
 BX2748* NAD 83(1992)-  31 55 58.95138(N)    092 38 30.43829(W)     ADJUSTED  
 BX2748* NAVD 88     -                                                        
 BX2748  ___________________________________________________________________
 BX2748  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 BX2748  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX2748
 BX2748  HORZ ORDER  -  THIRD
 BX2748
 BX2748.The horizontal coordinates were established by classical geodetic methods
 BX2748.and adjusted by the National Geodetic Survey in January 1993..
 BX2748
 BX2748
 BX2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2748
 BX2748.The geoid height was determined by GEOID03.
 BX2748
 BX2748;                    North         East     Units Scale Factor Converg.
 BX2748;SPC LA N     -   158,897.111   986,593.386   MT  0.99991478   -0 04 29.9
 BX2748;SPC LA N     -   521,314.94  3,236,848.47   sFT  0.99991478   -0 04 29.9
 BX2748;UTM  15      - 3,533,069.934   533,859.662   MT  0.99961414   +0 11 22.1
 BX2748
 BX2748                          SUPERSEDED SURVEY CONTROL
 BX2748
 BX2748  NAD 83(1986)-  31 55 58.96575(N)    092 38 30.42969(W) AD(       ) 4
 BX2748  NAD 27      -  31 55 58.37848(N)    092 38 29.89342(W) AD(       ) 3
 BX2748
 BX2748.Superseded values are not recommended for survey control.
 BX2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2748.See file dsdata.txt to determine how the superseded data were derived.
 BX2748
 BX2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3386033070(NAD 83)
 BX2748_MARKER: 42 = RADIO/TV MAST
 BX2748
 BX2748  HISTORY     - Date     Condition        Report By
 BX2748  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2748  HISTORY     - 19981017 GOOD             USPSQD
 BX2748
 BX2748                          STATION DESCRIPTION
 BX2748
 BX2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2748'THE RED LIGHT ON TOP OF THE TELEVISION MAST OF THE WINNFIELD
 BX2748'CABLE TELEVISION COMPANY.  IT IS A STRUCTURAL STEEL MAST,
 BX2748'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED
 BX2748'AND WHITE AND IS 450 FEET TALL.  IT IS ABOUT 0.2 MILE NORTH OF THE
 BX2748'INTERSECTION OF PINE STREET AND NORTH ST JOHN STREET. IN
 BX2748'WINNFIELD.
 BX2748
 BX2748                          STATION RECOVERY (1998)
 BX2748
 BX2748'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9639 ***********************************************************************
 AF9639  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AF9639  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9639  DESIGNATION -  WINNFIELD CORS ARP
 AF9639  CORS_ID     -  WNFL
 AF9639  PID         -  AF9639
 AF9639  STATE/COUNTY-  LA/WINN
 AF9639  USGS QUAD   -  CALVIN (1983)
 AF9639
 AF9639                         *CURRENT SURVEY CONTROL
 AF9639  ___________________________________________________________________
 AF9639* NAD 83(CORS)-  31 53 50.00140(N)    092 46 54.85559(W)     ADJUSTED  
 AF9639* NAVD 88     -        95.17 **(meters)     312.2  **(feet)  GPS OBS(2004.65)
 AF9639  **This station is located in a subsidence area (see below).
 AF9639  ___________________________________________________________________
 AF9639  EPOCH DATE  -        2002.00
 AF9639  X           -    -263,063.157 (meters)                     COMP
 AF9639  Y           -  -5,413,760.117 (meters)                     COMP
 AF9639  Z           -   3,350,797.827 (meters)                     COMP
 AF9639  ELLIP HEIGHT-          69.34  (meters)          (03/??/02) GPS OBS
 AF9639  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AF9639
 AF9639  HORZ ORDER  -  SPECIAL (CORS)
 AF9639  ELLP ORDER  -  SPECIAL (CORS)
 AF9639
 AF9639.ITRF positions are available for this station.
 AF9639.The coordinates were established by GPS observations
 AF9639.and adjusted by the National Geodetic Survey in March 2002..
 AF9639.The coordinates are valid at the epoch date displayed above.
 AF9639.The epoch date for horizontal control is a decimal equivalence
 AF9639.of Year/Month/Day.
 AF9639
 AF9639 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AF9639 ** and geoid heights are valid at the date of observation. These heights
 AF9639 ** must always be validated when used as control.
 AF9639 ** The orthometric height was determined by GPS observations using
 AF9639 ** precise GPS observation and processing techniques and a new
 AF9639 ** realization of GEOID03. It supersedes the leveled height previously
 AF9639 ** determined for this station.
 AF9639 ** The geoid height was determined by a new realization of GEOID03 for the
 AF9639 ** epoch indicated which incorporates improved geoid heights for the
 AF9639 ** Southern Louisiana Subsidence area.
 AF9639 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AF9639.The orthometric height was determined by GPS observations and a
 AF9639.high-resolution geoid model using precise GPS observation and
 AF9639.processing techniques.
 AF9639
 AF9639.The PID for the CORS L1 Phase Center is AC9378.
 AF9639
 AF9639.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9639
 AF9639.The ellipsoidal height was determined by GPS observations
 AF9639.and is referenced to NAD 83.
 AF9639
 AF9639.The geoid height was determined by GEOID03.
 AF9639
 AF9639;                    North         East     Units Scale Factor Converg.
 AF9639;SPC LA N     -   154,951.511   973,334.605   MT  0.99991480   -0 08 56.6
 AF9639;SPC LA N     -   508,370.08  3,193,348.62   sFT  0.99991480   -0 08 56.6
 AF9639
 AF9639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9639!SPC LA N     -   0.99998911  x   0.99991480  =   0.99990391
 AF9639
 AF9639                          SUPERSEDED SURVEY CONTROL
 AF9639
 AF9639  NAD 83(CORS)-  31 53 50.00137(N)    092 46 54.85554(W) AD(1997.00) c
 AF9639  ELLIP H (04/??/00)   69.33   (m)                       GP(1997.00) c c
 AF9639  NAD 83(CORS)-  31 53 50.00159(N)    092 46 54.85514(W) AD(1997.00) c
 AF9639  NAD 83(CORS)-  31 53 50.00159(N)    092 46 54.85514(W) AD(1996.00) c
 AF9639  ELLIP H (06/??/97)   69.37   (m)                       GP(1997.00) c c
 AF9639  ELLIP H (06/??/97)   69.37   (m)                       GP(1996.00) c c
 AF9639
 AF9639.Superseded values are not recommended for survey control.
 AF9639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9639.See file dsdata.txt to determine how the superseded data were derived.
 AF9639
 AF9639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2062329064(NAD 83)
 AF9639_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9639
 AF9639                          STATION DESCRIPTION
 AF9639
 AF9639'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9639'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9639'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9639'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9639'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9639'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9378 ***********************************************************************
 AC9378  CORS        -  This is a GPS Continuously Operating Reference Station.
 AC9378  DESIGNATION -  WINNFIELD CORS L1 PHASE CENTER
 AC9378  CORS_ID     -  WNFL
 AC9378  PID         -  AC9378
 AC9378  STATE/COUNTY-  LA/WINN
 AC9378  USGS QUAD   -  CALVIN (1983)
 AC9378
 AC9378                         *CURRENT SURVEY CONTROL
 AC9378  ___________________________________________________________________
 AC9378* NAD 83(CORS)-  31 53 50.00145(N)    092 46 54.85564(W)     ADJUSTED  
 AC9378* NAVD 88     -                                                        
 AC9378  ___________________________________________________________________
 AC9378  EPOCH DATE  -        2002.00
 AC9378  X           -    -263,063.161 (meters)                     COMP
 AC9378  Y           -  -5,413,760.176 (meters)                     COMP
 AC9378  Z           -   3,350,797.865 (meters)                     COMP
 AC9378  ELLIP HEIGHT-          69.41  (meters)          (03/??/02) GPS OBS
 AC9378  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AC9378
 AC9378  HORZ ORDER  -  SPECIAL (CORS)
 AC9378  ELLP ORDER  -  SPECIAL (CORS)
 AC9378
 AC9378.ITRF positions are available for this station.
 AC9378.The coordinates were established by GPS observations
 AC9378.and adjusted by the National Geodetic Survey in March 2002..
 AC9378.The coordinates are valid at the epoch date displayed above.
 AC9378.The epoch date for horizontal control is a decimal equivalence
 AC9378.of Year/Month/Day.
 AC9378
 AC9378
 AC9378.The PID for the CORS ARP is AF9639.
 AC9378
 AC9378.The XYZ, and position/ellipsoidal ht. are equivalent.
 AC9378
 AC9378.The ellipsoidal height was determined by GPS observations
 AC9378.and is referenced to NAD 83.
 AC9378
 AC9378.The geoid height was determined by GEOID03.
 AC9378
 AC9378;                    North         East     Units Scale Factor Converg.
 AC9378;SPC LA N     -   154,951.513   973,334.603   MT  0.99991480   -0 08 56.6
 AC9378;SPC LA N     -   508,370.09  3,193,348.61   sFT  0.99991480   -0 08 56.6
 AC9378
 AC9378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9378!SPC LA N     -   0.99998910  x   0.99991480  =   0.99990390
 AC9378
 AC9378                          SUPERSEDED SURVEY CONTROL
 AC9378
 AC9378  NAD 83(CORS)-  31 53 50.00142(N)    092 46 54.85559(W) AD(1997.00) c
 AC9378  ELLIP H (04/??/00)   69.40   (m)                       GP(1997.00) c c
 AC9378  NAD 83(CORS)-  31 53 50.00164(N)    092 46 54.85519(W) AD(1997.00) c
 AC9378  NAD 83(CORS)-  31 53 50.00164(N)    092 46 54.85519(W) AD(1996.00) c
 AC9378  ELLIP H (06/??/97)   69.45   (m)                       GP(1997.00) c c
 AC9378  ELLIP H (06/??/97)   69.45   (m)                       GP(1996.00) c c
 AC9378
 AC9378.Superseded values are not recommended for survey control.
 AC9378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9378.See file dsdata.txt to determine how the superseded data were derived.
 AC9378
 AC9378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR2062329064(NAD 83)
 AC9378_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AC9378
 AC9378                          STATION DESCRIPTION
 AC9378
 AC9378'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AC9378'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AC9378'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AC9378'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AC9378'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AC9378'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2747 ***********************************************************************
 BX2747  DESIGNATION -  WINNFIELD KC SO KEY 88 MICRO
 BX2747  PID         -  BX2747
 BX2747  STATE/COUNTY-  LA/WINN
 BX2747  USGS QUAD   -  WINNFIELD WEST (1984)
 BX2747
 BX2747                         *CURRENT SURVEY CONTROL
 BX2747  ___________________________________________________________________
 BX2747* NAD 83(1992)-  31 55 16.66769(N)    092 38 25.10168(W)     ADJUSTED  
 BX2747* NAVD 88     -                                                        
 BX2747  ___________________________________________________________________
 BX2747  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BX2747  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX2747
 BX2747  HORZ ORDER  -  THIRD
 BX2747
 BX2747.The horizontal coordinates were established by classical geodetic methods
 BX2747.and adjusted by the National Geodetic Survey in January 1993..
 BX2747
 BX2747
 BX2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2747
 BX2747.The geoid height was determined by GEOID03.
 BX2747
 BX2747;                    North         East     Units Scale Factor Converg.
 BX2747;SPC LA N     -   157,594.638   986,731.866   MT  0.99991474   -0 04 27.0
 BX2747;SPC LA N     -   517,041.74  3,237,302.80   sFT  0.99991474   -0 04 27.0
 BX2747;UTM  15      - 3,531,768.505   534,004.107   MT  0.99961426   +0 11 24.7
 BX2747
 BX2747                          SUPERSEDED SURVEY CONTROL
 BX2747
 BX2747  NAD 83(1986)-  31 55 16.68203(N)    092 38 25.09311(W) AD(       ) 4
 BX2747  NAD 27      -  31 55 16.09321(N)    092 38 24.55780(W) AD(       ) 3
 BX2747
 BX2747.Superseded values are not recommended for survey control.
 BX2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2747.See file dsdata.txt to determine how the superseded data were derived.
 BX2747
 BX2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3400431769(NAD 83)
 BX2747_MARKER: 45 = MICROWAVE TOWER
 BX2747
 BX2747  HISTORY     - Date     Condition        Report By
 BX2747  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2747  HISTORY     - 19981017 GOOD             USPSQD
 BX2747
 BX2747                          STATION DESCRIPTION
 BX2747
 BX2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2747'THE RED LIGHT ON TOP OF THE MICROWAVE TOWER OF THE KANSAS-CITY
 BX2747'SOUTHERN RAILROAD COMPANY.  IT IS A THREE-LEGGED STEEL STRUCTURE,
 BX2747'PAINTED IN ALTERNATE BANDS OF RED AND WHITE, HAS A LARGE SCREEN AT
 BX2747'THE TOP SOUTH SIDE OF THE TOWER.  THE OVERALL HEIGHT OF THE TOWER
 BX2747'IS 321 FEET.  IT IS 100 FEET NORTH OF THE RAILROAD STATION IN
 BX2747'WINNFIELD AND 100 FEET EAST OF ELLIOTT STREET.
 BX2747
 BX2747                          STATION RECOVERY (1998)
 BX2747
 BX2747'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2743 ***********************************************************************
 BX2743  DESIGNATION -  WINNFIELD MUNICIPAL TANK
 BX2743  PID         -  BX2743
 BX2743  STATE/COUNTY-  LA/WINN
 BX2743  USGS QUAD   -  WINNFIELD WEST (1984)
 BX2743
 BX2743                         *CURRENT SURVEY CONTROL
 BX2743  ___________________________________________________________________
 BX2743* NAD 83(1992)-  31 55 23.60163(N)    092 38 13.18582(W)     ADJUSTED  
 BX2743* NAVD 88     -                                                        
 BX2743  ___________________________________________________________________
 BX2743  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BX2743  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX2743
 BX2743  HORZ ORDER  -  THIRD
 BX2743
 BX2743.The horizontal coordinates were established by classical geodetic methods
 BX2743.and adjusted by the National Geodetic Survey in January 1993..
 BX2743
 BX2743
 BX2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2743
 BX2743.The geoid height was determined by GEOID03.
 BX2743
 BX2743;                    North         East     Units Scale Factor Converg.
 BX2743;SPC LA N     -   157,807.795   987,045.144   MT  0.99991475   -0 04 20.7
 BX2743;SPC LA N     -   517,741.07  3,238,330.61   sFT  0.99991475   -0 04 20.7
 BX2743;UTM  15      - 3,531,983.041   534,316.305   MT  0.99961452   +0 11 31.0
 BX2743
 BX2743                          SUPERSEDED SURVEY CONTROL
 BX2743
 BX2743  NAD 83(1986)-  31 55 23.61603(N)    092 38 13.17723(W) AD(       ) 4
 BX2743  NAD 27      -  31 55 23.02800(N)    092 38 12.64200(W) AD(       ) 3
 BX2743
 BX2743.Superseded values are not recommended for survey control.
 BX2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2743.See file dsdata.txt to determine how the superseded data were derived.
 BX2743
 BX2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3431631983(NAD 83)
 BX2743_MARKER: 55 = TOWER
 BX2743
 BX2743  HISTORY     - Date     Condition        Report By
 BX2743  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2743
 BX2743                          STATION DESCRIPTION
 BX2743
 BX2743'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2746 ***********************************************************************
 BX2746  DESIGNATION -  WINNFIELD NEW MUN WATER TANK
 BX2746  PID         -  BX2746
 BX2746  STATE/COUNTY-  LA/WINN
 BX2746  USGS QUAD   -  WINNFIELD WEST (1984)
 BX2746
 BX2746                         *CURRENT SURVEY CONTROL
 BX2746  ___________________________________________________________________
 BX2746* NAD 83(1992)-  31 55 20.10904(N)    092 38 18.09849(W)     ADJUSTED  
 BX2746* NAVD 88     -                                                        
 BX2746  ___________________________________________________________________
 BX2746  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BX2746  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX2746
 BX2746  HORZ ORDER  -  THIRD
 BX2746
 BX2746.The horizontal coordinates were established by classical geodetic methods
 BX2746.and adjusted by the National Geodetic Survey in January 1993..
 BX2746
 BX2746
 BX2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2746
 BX2746.The geoid height was determined by GEOID03.
 BX2746
 BX2746;                    North         East     Units Scale Factor Converg.
 BX2746;SPC LA N     -   157,700.391   986,915.962   MT  0.99991474   -0 04 23.3
 BX2746;SPC LA N     -   517,388.70  3,237,906.79   sFT  0.99991474   -0 04 23.3
 BX2746;UTM  15      - 3,531,875.074   534,187.659   MT  0.99961441   +0 11 28.4
 BX2746
 BX2746                          SUPERSEDED SURVEY CONTROL
 BX2746
 BX2746  NAD 83(1986)-  31 55 20.12335(N)    092 38 18.08991(W) AD(       ) 4
 BX2746  NAD 27      -  31 55 19.53456(N)    092 38 17.55472(W) AD(       ) 3
 BX2746
 BX2746.Superseded values are not recommended for survey control.
 BX2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2746.See file dsdata.txt to determine how the superseded data were derived.
 BX2746
 BX2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3418831875(NAD 83)
 BX2746
 BX2746  HISTORY     - Date     Condition        Report By
 BX2746  HISTORY     - UNK      MONUMENTED
 BX2746  HISTORY     - 1969     GOOD             CGS
 BX2746  HISTORY     - 19981017 GOOD             USPSQD
 BX2746
 BX2746                          STATION DESCRIPTION
 BX2746
 BX2746'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2746'THE BALL AT THE TOP CENTER OF THE WINNFIELD MUNICIPAL WATER
 BX2746'TANK, LOCATED AT THE SOUTH PART OF WINNFIELD, 0.1 MILE EAST OF
 BX2746'JONES STREET AND 0.25 MILE SOUTH OF U.S. HIGHWAYS 167 AND 84.  THE
 BX2746'TANK IS OVAL SHAPED, PAINTED GREEN, SUPPORTED BY AN EIGHT-LEGGED
 BX2746'TUBULAR STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH.
 BX2746
 BX2746                          STATION RECOVERY (1998)
 BX2746
 BX2746'RECOVERY NOTE BY US POWER SQUADRON 1998
 BX2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1525 ***********************************************************************
 BX1525  DESIGNATION -  WINNFIELD RM 1
 BX1525  PID         -  BX1525
 BX1525  STATE/COUNTY-  LA/WINN
 BX1525  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1525
 BX1525                         *CURRENT SURVEY CONTROL
 BX1525  ___________________________________________________________________
 BX1525* NAD 83(1986)-  31 55 24.     (N)    092 38 25.     (W)     SCALED    
 BX1525* NAVD 88     -        43.73   (+/-2cm)     143.5    (feet)  VERTCON   
 BX1525  ___________________________________________________________________
 BX1525  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1525
 BX1525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1525
 BX1525.The horizontal coordinates were scaled from a topographic map and have
 BX1525.an estimated accuracy of +/- 6 seconds.
 BX1525
 BX1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1525.The vertical order pertains to the NGVD 29 superseded value.
 BX1525
 BX1525.The geoid height was determined by GEOID03.
 BX1525
 BX1525;                    North         East    Units  Estimated Accuracy
 BX1525;SPC LA N     -   157,820.      986,740.      MT  (+/- 180 meters Scaled)
 BX1525
 BX1525                          SUPERSEDED SURVEY CONTROL
 BX1525
 BX1525  NGVD 29 (??/??/??)   43.761  (m)          143.57   (f) ADJUSTED    2 0
 BX1525
 BX1525.Superseded values are not recommended for survey control.
 BX1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1525.See file dsdata.txt to determine how the superseded data were derived.
 BX1525
 BX1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR340319(NAD 83)
 BX1525_MARKER: DR = REFERENCE MARK DISK
 BX1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1525_STAMPING: NO 1 1934
 BX1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1525+STABILITY: SURFACE MOTION
 BX1525
 BX1525  HISTORY     - Date     Condition        Report By
 BX1525  HISTORY     - 1934     MONUMENTED       CGS
 BX1525
 BX1525                          STATION DESCRIPTION
 BX1525
 BX1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1525'IN WINNFIELD.
 BX1525'AT WINNFIELD, WINN PARISH, ON THE EAST SIDE OF THE GRAMMAR SCHOOL
 BX1525'GROUNDS, ABOUT 50 YARDS NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL
 BX1525'GROUNDS, ABOUT 40 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BX1525'SCHOOL BUILDING, 30 FEET WEST OF THE CENTER LINE OF A STREET ON THE
 BX1525'EAST SIDE OF THE GROUNDS, AND 3 FEET WEST OF A CONCRETE CURB.  A
 BX1525'STANDARD REFERENCE-MARK DISK, STAMPED NO 1 1934 AND SET IN THE TOP OF
 BX1525'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1524 ***********************************************************************
 BX1524  DESIGNATION -  WINNFIELD RM 2
 BX1524  PID         -  BX1524
 BX1524  STATE/COUNTY-  LA/WINN
 BX1524  USGS QUAD   -  WINNFIELD WEST (1984)
 BX1524
 BX1524                         *CURRENT SURVEY CONTROL
 BX1524  ___________________________________________________________________
 BX1524* NAD 83(1986)-  31 55 26.     (N)    092 38 28.     (W)     SCALED    
 BX1524* NAVD 88     -        44.48   (+/-2cm)     145.9    (feet)  VERTCON   
 BX1524  ___________________________________________________________________
 BX1524  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BX1524
 BX1524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1524
 BX1524.The horizontal coordinates were scaled from a topographic map and have
 BX1524.an estimated accuracy of +/- 6 seconds.
 BX1524
 BX1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1524.The vertical order pertains to the NGVD 29 superseded value.
 BX1524
 BX1524.The geoid height was determined by GEOID03.
 BX1524
 BX1524;                    North         East    Units  Estimated Accuracy
 BX1524;SPC LA N     -   157,880.      986,660.      MT  (+/- 180 meters Scaled)
 BX1524
 BX1524                          SUPERSEDED SURVEY CONTROL
 BX1524
 BX1524  NGVD 29 (??/??/??)   44.513  (m)          146.04   (f) ADJUSTED    2 0
 BX1524
 BX1524.Superseded values are not recommended for survey control.
 BX1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1524.See file dsdata.txt to determine how the superseded data were derived.
 BX1524
 BX1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR339320(NAD 83)
 BX1524_MARKER: DR = REFERENCE MARK DISK
 BX1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1524_STAMPING: NO 2 1934
 BX1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1524+STABILITY: SURFACE MOTION
 BX1524
 BX1524  HISTORY     - Date     Condition        Report By
 BX1524  HISTORY     - 1934     MONUMENTED       CGS
 BX1524
 BX1524                          STATION DESCRIPTION
 BX1524
 BX1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1524'IN WINNFIELD.
 BX1524'AT WINNFIELD, WINN PARISH, ON THE WEST SIDE OF THE GRAMMAR SCHOOL
 BX1524'GROUNDS, ABOUT 60 FEET WEST OF THE SOUTHWEST CORNER OF THE GRADE
 BX1524'SCHOOL BUILDING, ABOUT 65 FEET SOUTHWEST OF THE CENTER OF THE WEST
 BX1524'ENTRANCE, AND 40 FEET EAST OF THE CENTER LINE OF A STREET RUNNING
 BX1524'BETWEEN THE TWO SCHOOLS.  A STANDARD REFERENCE-MARK DISK, STAMPED NO 2
 BX1524'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2737 ***********************************************************************
 BX2737  DESIGNATION -  WINNFIELD S CEN TT MICROWAVE
 BX2737  PID         -  BX2737
 BX2737  STATE/COUNTY-  LA/WINN
 BX2737  USGS QUAD   -  WINNFIELD EAST (1984)
 BX2737
 BX2737                         *CURRENT SURVEY CONTROL
 BX2737  ___________________________________________________________________
 BX2737* NAD 83(1992)-  31 52 52.56104(N)    092 35 00.44425(W)     ADJUSTED  
 BX2737* NAVD 88     -                                                        
 BX2737  ___________________________________________________________________
 BX2737  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 BX2737  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX2737
 BX2737  HORZ ORDER  -  THIRD
 BX2737
 BX2737.The horizontal coordinates were established by classical geodetic methods
 BX2737.and adjusted by the National Geodetic Survey in January 1993..
 BX2737
 BX2737
 BX2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2737
 BX2737.The geoid height was determined by GEOID03.
 BX2737
 BX2737;                    North         East     Units Scale Factor Converg.
 BX2737;SPC LA N     -   153,150.779   992,104.438   MT  0.99991494   -0 02 38.8
 BX2737;SPC LA N     -   502,462.18  3,254,929.31   sFT  0.99991494   -0 02 38.8
 BX2737;UTM  15      - 3,527,350.790   539,395.510   MT  0.99961914   +0 13 12.0
 BX2737
 BX2737                          SUPERSEDED SURVEY CONTROL
 BX2737
 BX2737  NAD 83(1986)-  31 52 52.57537(N)    092 35 00.43572(W) AD(       ) 4
 BX2737  NAD 27      -  31 52 51.98121(N)    092 34 59.90688(W) AD(       ) 3
 BX2737
 BX2737.Superseded values are not recommended for survey control.
 BX2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2737.See file dsdata.txt to determine how the superseded data were derived.
 BX2737
 BX2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3939627351(NAD 83)
 BX2737_MARKER: 45 = MICROWAVE TOWER
 BX2737
 BX2737  HISTORY     - Date     Condition        Report By
 BX2737  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2737
 BX2737                          STATION DESCRIPTION
 BX2737
 BX2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2737'THE RED LIGHT ON TOP OF THE MICROWAVE TOWER OF THE SOUTH CENTRAL
 BX2737'BELL TELEPHONE AND TELEGRAPH COMPANY.  IT IS A FOUR-LEGGED STEEL
 BX2737'STRUCTURE PAINTED IN ALTERNATE BANDS OF RED AND WHITE, HAS LARGE
 BX2737'REFLECTORS AT ALL TOP CORNERS, AND IS ABOUT 375 FEET TALL.  IT
 BX2737'IS ABOUT 4.0 MILES SOUTHEAST OF WINNFIELD, 0.4 MILE EAST OF
 BX2737'U.S. HIGHWAY 167 AND 200 FEET NORTH OF STATE ROAD 472.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2744 ***********************************************************************
 BX2744  DESIGNATION -  WINNFIELD TREMONT GULF RR TANK
 BX2744  PID         -  BX2744
 BX2744  STATE/COUNTY-  LA/WINN
 BX2744  USGS QUAD   -  WINNFIELD WEST (1984)
 BX2744
 BX2744                         *CURRENT SURVEY CONTROL
 BX2744  ___________________________________________________________________
 BX2744* NAD 83(1992)-  31 55 19.97955(N)    092 37 35.53966(W)     ADJUSTED  
 BX2744* NAVD 88     -                                                        
 BX2744  ___________________________________________________________________
 BX2744  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 BX2744  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BX2744
 BX2744  HORZ ORDER  -  THIRD
 BX2744
 BX2744.The horizontal coordinates were established by classical geodetic methods
 BX2744.and adjusted by the National Geodetic Survey in January 1993..
 BX2744
 BX2744
 BX2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2744
 BX2744.The geoid height was determined by GEOID03.
 BX2744
 BX2744;                    North         East     Units Scale Factor Converg.
 BX2744;SPC LA N     -   157,695.037   988,033.891   MT  0.99991474   -0 04 00.8
 BX2744;SPC LA N     -   517,371.13  3,241,574.52   sFT  0.99991474   -0 04 00.8
 BX2744;UTM  15      - 3,531,874.878   535,305.265   MT  0.99961537   +0 11 50.9
 BX2744
 BX2744                          SUPERSEDED SURVEY CONTROL
 BX2744
 BX2744  NAD 83(1986)-  31 55 19.99391(N)    092 37 35.53108(W) AD(       ) 4
 BX2744  NAD 27      -  31 55 19.40500(N)    092 37 34.99800(W) AD(       ) 3
 BX2744
 BX2744.Superseded values are not recommended for survey control.
 BX2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2744.See file dsdata.txt to determine how the superseded data were derived.
 BX2744
 BX2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3530531875(NAD 83)
 BX2744_MARKER: 55 = TOWER
 BX2744
 BX2744  HISTORY     - Date     Condition        Report By
 BX2744  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2744
 BX2744                          STATION DESCRIPTION
 BX2744
 BX2744'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2738 ***********************************************************************
 BX2738  DESIGNATION -  WINNFIELD TREMONT LUM CO S TK
 BX2738  PID         -  BX2738
 BX2738  STATE/COUNTY-  LA/WINN
 BX2738  USGS QUAD   -  WINNFIELD EAST (1984)
 BX2738
 BX2738                         *CURRENT SURVEY CONTROL
 BX2738  ___________________________________________________________________
 BX2738* NAD 83(1992)-  31 56 42.12674(N)    092 35 15.31036(W)     ADJUSTED  
 BX2738* NAVD 88     -                                                        
 BX2738  ___________________________________________________________________
 BX2738  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 BX2738  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX2738
 BX2738  HORZ ORDER  -  THIRD
 BX2738
 BX2738.The horizontal coordinates were established by classical geodetic methods
 BX2738.and adjusted by the National Geodetic Survey in January 1993..
 BX2738
 BX2738
 BX2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2738
 BX2738.The geoid height was determined by GEOID03.
 BX2738
 BX2738;                    North         East     Units Scale Factor Converg.
 BX2738;SPC LA N     -   160,221.443   991,719.476   MT  0.99991485   -0 02 46.7
 BX2738;SPC LA N     -   525,659.85  3,253,666.31   sFT  0.99991485   -0 02 46.7
 BX2738;UTM  15      - 3,534,417.511   538,978.057   MT  0.99961874   +0 13 05.6
 BX2738
 BX2738                          SUPERSEDED SURVEY CONTROL
 BX2738
 BX2738  NAD 83(1986)-  31 56 42.14099(N)    092 35 15.30170(W) AD(       ) 4
 BX2738  NAD 27      -  31 56 41.55420(N)    092 35 14.76926(W) AD(       ) 3
 BX2738
 BX2738.Superseded values are not recommended for survey control.
 BX2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2738.See file dsdata.txt to determine how the superseded data were derived.
 BX2738
 BX2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR3897834418(NAD 83)
 BX2738_MARKER: 53 = ELEVATED TANK
 BX2738
 BX2738  HISTORY     - Date     Condition        Report By
 BX2738  HISTORY     - 1969     FIRST OBSERVED   CGS
 BX2738
 BX2738                          STATION DESCRIPTION
 BX2738
 BX2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BX2738'THE BALL AT THE TOP CENTER OF THE TREMONT LUMBER COMPANY WATER
 BX2738'TANK, LOCATED ABOUT 3-1/2 MILES NORTHEAST OF WINNFIELD AND 0.3
 BX2738'MILE EAST OF STATE HIGHWAY 34.  IT IS A TALL SLENDER TANK, PAINTED
 BX2738'SILVER WITH BLACK LETTERING, SUPPORTED BY A 4-LEGGED STEEL
 BX2738'STRUCTURE AND IS ABOUT 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3016 ***********************************************************************
 CP3016  DESIGNATION -  WINNSBORO
 CP3016  PID         -  CP3016
 CP3016  STATE/COUNTY-  LA/FRANKLIN
 CP3016  USGS QUAD   -  WINNSBORO (1983)
 CP3016
 CP3016                         *CURRENT SURVEY CONTROL
 CP3016  ___________________________________________________________________
 CP3016* NAD 83(1992)-  32 08 09.97924(N)    091 44 19.38262(W)     ADJUSTED  
 CP3016* NAVD 88     -        21.2    (meters)      70.     (feet)  VERTCON   
 CP3016  ___________________________________________________________________
 CP3016  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CP3016  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP3016
 CP3016  HORZ ORDER  -  FIRST
 CP3016
 CP3016.The horizontal coordinates were established by classical geodetic methods
 CP3016.and adjusted by the National Geodetic Survey in May 1994..
 CP3016
 CP3016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3016
 CP3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3016
 CP3016.The geoid height was determined by GEOID03.
 CP3016
 CP3016;                    North         East     Units Scale Factor Converg.
 CP3016;SPC LA N     -   181,655.916 1,071,823.323   MT  0.99992198   +0 24 09.0
 CP3016;SPC LA N     -   595,982.78  3,516,473.69   sFT  0.99992198   +0 24 09.0
 CP3016;UTM  15      - 3,556,218.685   618,962.764   MT  0.99977453   +0 40 15.6
 CP3016
 CP3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3016!SPC LA N     -   1.00000078  x   0.99992198  =   0.99992276
 CP3016!UTM  15      -   1.00000078  x   0.99977453  =   0.99977531
 CP3016
 CP3016:                Primary Azimuth Mark                     Grid Az
 CP3016:SPC LA N     -  BASKIN GAS CO MICROWV KKE 69             000 38 33.2
 CP3016:UTM  15      -  BASKIN GAS CO MICROWV KKE 69             000 22 26.6
 CP3016
 CP3016|---------------------------------------------------------------------|
 CP3016| PID    Reference Object                     Distance      Geod. Az  |
 CP3016|                                                           dddmmss.s |
 CP3016| CP3015 BASKIN GAS CO MICROWV KKE 69        APPROX.12.2 KM 0010242.2 |
 CP3016| CY5096 WINNSBORO RM 1                       38.134 METERS 01726     |
 CP3016| CP3012 WINNSBORO PIPE RAD KKQ 976 MST      APPROX. 2.6 KM 0502213.2 |
 CP3016| CY5097 WINNSBORO RM 2                       30.431 METERS 12850     |
 CP3016| CY5095 WINNSBORO AZ MK                                    2721133.2 |
 CP3016|---------------------------------------------------------------------|
 CP3016
 CP3016                          SUPERSEDED SURVEY CONTROL
 CP3016
 CP3016  NAD 83(1992)-  32 08 09.97977(N)    091 44 19.38214(W) AD(       ) 1
 CP3016  NAD 83(1986)-  32 08 09.99220(N)    091 44 19.37621(W) AD(       ) 1
 CP3016  NAD 27      -  32 08 09.44024(N)    091 44 18.92284(W) AD(       ) 1
 CP3016  NGVD 29 (07/19/86)   21.2    (m)           70.     (f) VERT ANG       
 CP3016
 CP3016.Superseded values are not recommended for survey control.
 CP3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3016.See file dsdata.txt to determine how the superseded data were derived.
 CP3016
 CP3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1896356219(NAD 83)
 CP3016_MARKER: DS = TRIANGULATION STATION DISK
 CP3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3016
 CP3016  HISTORY     - Date     Condition        Report By
 CP3016  HISTORY     - 1971     MONUMENTED       NGS
 CP3016
 CP3016                          STATION DESCRIPTION
 CP3016
 CP3016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3016'THE STATION IS ABOUT 12.0 MILES SOUTH-SOUTHEAST OF MANGHAM, 7.5
 CP3016'MILES NORTHWEST OF GILBERT, 1.5 MILES SOUTHWEST OF WINNSBORO, IN
 CP3016'THE SOUTHEAST 1/4 SECTION 3, T 13 N, R 7 E, AND ON LAND
 CP3016'OWNED BY SHARP BROTHER FORD TRACTOR COMPANY, BOX 117, STAR ROUTE
 CP3016'SOUTH, WINNSBORO, LOUISIANA, 71295.
 CP3016'
 CP3016'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 15
 CP3016'IN THE SOUTH EDGE OF WINNSBORO, GO SOUTHWEST ON STATE HIGHWAY 4
 CP3016'FOR 2.2 MILES TO A DRIVEWAY ON THE LEFT AND THE STATION.
 CP3016'
 CP3016'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 CP3016'STATE HIGHWAY 4 FOR 0.2 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT
 CP3016'AND GO WEST ON THE PAVED ROAD FOR 0.4 MILE TO A GRAVELED SIDE
 CP3016'ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.15
 CP3016'MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP3016'
 CP3016'STATION MARKS ARE STANDARD DISKS STAMPED WINNSBORO 1971.  THE
 CP3016'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3016'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 119 FEET
 CP3016'NORTH-NORTHEAST OF A DRIVEWAY LEADING TO A HOUSE, 85 FEET
 CP3016'EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 4, 53 FEET
 CP3016'SOUTH-SOUTHWEST OF THE DRIVEWAY AT THE STATION AND 50 FEET
 CP3016'NORTHWEST OF THE NORTHWEST CORNER OF A TIN BUILDING.  THE
 CP3016'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP3016'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP3016'
 CP3016'REFERENCE MARK 1, A STANDARD DISK STAMPED WINNSBORO NO 1 1971,
 CP3016'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3016'IS FLUSH WITH THE GROUND SURFACE.  IT IS 68 FEET NORTH-NORTHEAST
 CP3016'OF THE DRIVEWAY AT THE STATION, 43 FEET EAST-SOUTHEAST OF THE
 CP3016'CENTERLINE OF STATE HIGHWAY 4 AND 2 FEET SOUTH-SOUTHEAST OF A
 CP3016'METAL WITNESS POST.
 CP3016'
 CP3016'REFERENCE MARK 2, A STANDARD DISK STAMPED WINNSBORO NO 2 1971,
 CP3016'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3016'IS FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET SOUTH-SOUTHWEST
 CP3016'OF THE DRIVEWAY AT THE STATION, 63 FEET WEST-NORTHWEST OF A
 CP3016'DRIVEWAY AND 1.8 FEET NORTH-NORTHEAST OF THE TIN BUILDING.
 CP3016'
 CP3016'THE AZIMUTH MARK, A STANDARD DISK STAMPED WINNSBORO 1971, IS SET
 CP3016'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3016'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 11 FEET EAST
 CP3016'OF THE GRAVELED ROAD, 2.5 FEET NORTH OF A POWERLINE POLE NUMBER
 CP3016'535 AND 2 FEET NORTH OF A METAL WITNESS POST.
 CP3016'
 CP3016'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3014 ***********************************************************************
 CP3014  DESIGNATION -  WINNSBORO MUNICIPAL TANK
 CP3014  PID         -  CP3014
 CP3014  STATE/COUNTY-  LA/FRANKLIN
 CP3014  USGS QUAD   -  WINNSBORO (1983)
 CP3014
 CP3014                         *CURRENT SURVEY CONTROL
 CP3014  ___________________________________________________________________
 CP3014* NAD 83(1992)-  32 10 06.54611(N)    091 43 17.03329(W)     ADJUSTED  
 CP3014* NAVD 88     -                                                        
 CP3014  ___________________________________________________________________
 CP3014  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CP3014  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP3014
 CP3014  HORZ ORDER  -  THIRD
 CP3014
 CP3014.The horizontal coordinates were established by classical geodetic methods
 CP3014.and adjusted by the National Geodetic Survey in May 1994..
 CP3014
 CP3014
 CP3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3014
 CP3014.The geoid height was determined by GEOID03.
 CP3014
 CP3014;                    North         East     Units Scale Factor Converg.
 CP3014;SPC LA N     -   185,257.722 1,073,431.488   MT  0.99992428   +0 24 41.9
 CP3014;SPC LA N     -   607,799.71  3,521,749.81   sFT  0.99992428   +0 24 41.9
 CP3014;UTM  15      - 3,559,827.470   620,553.779   MT  0.99977922   +0 40 51.0
 CP3014
 CP3014                          SUPERSEDED SURVEY CONTROL
 CP3014
 CP3014  NAD 83(1992)-  32 10 06.54696(N)    091 43 17.03293(W) AD(       ) 4
 CP3014  NAD 83(1986)-  32 10 06.55886(N)    091 43 17.02609(W) AD(       ) 4
 CP3014  NAD 27      -  32 10 06.01023(N)    091 43 16.57257(W) AD(       ) 3
 CP3014
 CP3014.Superseded values are not recommended for survey control.
 CP3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3014.See file dsdata.txt to determine how the superseded data were derived.
 CP3014
 CP3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2055459827(NAD 83)
 CP3014_MARKER: 53 = ELEVATED TANK
 CP3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3014+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP3014
 CP3014  HISTORY     - Date     Condition        Report By
 CP3014  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP3014  HISTORY     - 20050318 GOOD             USPSQD
 CP3014
 CP3014                          STATION DESCRIPTION
 CP3014
 CP3014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3014'THE WINNSBORO MUNICIPAL WATER TANK IS LOCATED ON THE EAST SIDE OF
 CP3014'FAIR STREET ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF FAIR
 CP3014'STREET AND STATE HIGHWAY 4 IN THE NORTH EDGE OF WINNSBORO.
 CP3014'
 CP3014'IT IS A STEEL TANK SUPPORTED BY SIX STEEL LEGS, IS PAINTED
 CP3014'SILVER AND HAD THE LEGEND WINNSBORO PAINTED ON IT.  OVERALL
 CP3014'HEIGHT OF THE TANK IS 150 FEET.  POINT INTERSECTED WAS THE VENT
 CP3014'AT THE TOP.
 CP3014
 CP3014                          STATION RECOVERY (2005)
 CP3014
 CP3014'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP3014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3012 ***********************************************************************
 CP3012  DESIGNATION -  WINNSBORO PIPE RAD KKQ 976 MST
 CP3012  PID         -  CP3012
 CP3012  STATE/COUNTY-  LA/FRANKLIN
 CP3012  USGS QUAD   -  WINNSBORO (1983)
 CP3012
 CP3012                         *CURRENT SURVEY CONTROL
 CP3012  ___________________________________________________________________
 CP3012* NAD 83(1992)-  32 09 04.25761(N)    091 43 02.33183(W)     ADJUSTED  
 CP3012* NAVD 88     -                                                        
 CP3012  ___________________________________________________________________
 CP3012  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 CP3012  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP3012
 CP3012  HORZ ORDER  -  THIRD
 CP3012
 CP3012.The horizontal coordinates were established by classical geodetic methods
 CP3012.and adjusted by the National Geodetic Survey in May 1994..
 CP3012
 CP3012
 CP3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3012
 CP3012.The geoid height was determined by GEOID03.
 CP3012
 CP3012;                    North         East     Units Scale Factor Converg.
 CP3012;SPC LA N     -   183,342.041 1,073,830.483   MT  0.99992301   +0 24 49.7
 CP3012;SPC LA N     -   601,514.68  3,523,058.84   sFT  0.99992301   +0 24 49.7
 CP3012;UTM  15      - 3,557,913.958   620,961.705   MT  0.99978044   +0 40 57.6
 CP3012
 CP3012                          SUPERSEDED SURVEY CONTROL
 CP3012
 CP3012  NAD 83(1992)-  32 09 04.25837(N)    091 43 02.33148(W) AD(       ) 4
 CP3012  NAD 83(1986)-  32 09 04.27084(N)    091 43 02.32430(W) AD(       ) 4
 CP3012  NAD 27      -  32 09 03.71876(N)    091 43 01.87992(W) AD(       ) 3
 CP3012
 CP3012.Superseded values are not recommended for survey control.
 CP3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3012.See file dsdata.txt to determine how the superseded data were derived.
 CP3012
 CP3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2096257914(NAD 83)
 CP3012_MARKER: 42 = RADIO/TV MAST
 CP3012
 CP3012  HISTORY     - Date     Condition        Report By
 CP3012  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP3012
 CP3012                          STATION DESCRIPTION
 CP3012
 CP3012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3012'THE MICHIGAN-WISCONSIN PIPELINE COMPANY RADIO MAST IS LOCATED IN THE
 CP3012'SOUTH PART OF WINNSBORO ABOUT 100 YARDS EAST OF STATE HIGHWAY 865.
 CP3012'
 CP3012'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 865 IN THE
 CP3012'SOUTH EDGE OF WINNSBORO GO EAST ON HIGHWAY 865 FOR 0.4 MILE TO THE
 CP3012'MAST ON THE RIGHT IN AN ENCLOSED AREA USED FOR A STORAGE YARD.
 CP3012'
 CP3012'IT IS A STEEL MAST, THREE LEGS, TRIANGULAR IN CROSS SECTION,
 CP3012'PAINTED ALTERNATELY RED AND WHITE, 245 FEET HIGH AND HAS A
 CP3012'FLASHING RED LIGHT AT THE TOP.  POINT INTERSECTED WAS THE RED
 CP3012'LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3013 ***********************************************************************
 CP3013  DESIGNATION -  WINNSBORO PL RAD KKC 714 MST
 CP3013  PID         -  CP3013
 CP3013  STATE/COUNTY-  LA/FRANKLIN
 CP3013  USGS QUAD   -  WINNSBORO (1983)
 CP3013
 CP3013                         *CURRENT SURVEY CONTROL
 CP3013  ___________________________________________________________________
 CP3013* NAD 83(1992)-  32 09 42.16795(N)    091 43 11.46588(W)     ADJUSTED  
 CP3013* NAVD 88     -                                                        
 CP3013  ___________________________________________________________________
 CP3013  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CP3013  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CP3013
 CP3013  HORZ ORDER  -  THIRD
 CP3013
 CP3013.The horizontal coordinates were established by classical geodetic methods
 CP3013.and adjusted by the National Geodetic Survey in May 1994..
 CP3013
 CP3013
 CP3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3013
 CP3013.The geoid height was determined by GEOID03.
 CP3013
 CP3013;                    North         East     Units Scale Factor Converg.
 CP3013;SPC LA N     -   184,507.935 1,073,582.745   MT  0.99992377   +0 24 44.9
 CP3013;SPC LA N     -   605,339.78  3,522,246.06   sFT  0.99992377   +0 24 44.9
 CP3013;UTM  15      - 3,559,078.509   620,708.533   MT  0.99977969   +0 40 53.5
 CP3013
 CP3013                          SUPERSEDED SURVEY CONTROL
 CP3013
 CP3013  NAD 83(1992)-  32 09 42.16879(N)    091 43 11.46544(W) AD(       ) 4
 CP3013  NAD 83(1986)-  32 09 42.18087(N)    091 43 11.45901(W) AD(       ) 4
 CP3013  NAD 27      -  32 09 41.63220(N)    091 43 11.00860(W) AD(       ) 3
 CP3013
 CP3013.Superseded values are not recommended for survey control.
 CP3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3013.See file dsdata.txt to determine how the superseded data were derived.
 CP3013
 CP3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR2070959079(NAD 83)
 CP3013_MARKER: 42 = RADIO/TV MAST
 CP3013
 CP3013  HISTORY     - Date     Condition        Report By
 CP3013  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP3013  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP3013
 CP3013                          STATION DESCRIPTION
 CP3013
 CP3013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3013'THE LOUISIANA POWER AND LIGHT COMPANY RADIO MAST IS LOCATED JUST
 CP3013'SOUTH OF THE CENTER OF THE BUSINESS DISTRICT OF WINNSBORO ABOUT
 CP3013'0.15 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 4 AND 15
 CP3013'AND AT THE NORTHEAST CORNER OF THE POWER AND LIGHT COMPANY
 CP3013'OFFICE BUILDING.
 CP3013'
 CP3013'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 CP3013'WHITE, 165 FEET HIGH AND HAS A FLASHING RED LIGHT AT THE TOP.
 CP3013'POINT INTERSECTED WAS THE RED LIGHT.
 CP3013
 CP3013                          STATION RECOVERY (2005)
 CP3013
 CP3013'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP3013'AREA IS NOW OCCUPIED BY A NEW POST OFFICE AND PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3017 ***********************************************************************
 CP3017  DESIGNATION -  WINNSBORO RAD STA KMAR MAST
 CP3017  PID         -  CP3017
 CP3017  STATE/COUNTY-  LA/FRANKLIN
 CP3017  USGS QUAD   -  WINNSBORO (1983)
 CP3017
 CP3017                         *CURRENT SURVEY CONTROL
 CP3017  ___________________________________________________________________
 CP3017* NAD 83(1992)-  32 11 03.06799(N)    091 44 51.60829(W)     ADJUSTED  
 CP3017* NAVD 88     -                                                        
 CP3017  ___________________________________________________________________
 CP3017  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CP3017  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CP3017
 CP3017  HORZ ORDER  -  THIRD
 CP3017
 CP3017.The horizontal coordinates were established by classical geodetic methods
 CP3017.and adjusted by the National Geodetic Survey in May 1994..
 CP3017
 CP3017
 CP3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3017
 CP3017.The geoid height was determined by GEOID03.
 CP3017
 CP3017;                    North         East     Units Scale Factor Converg.
 CP3017;SPC LA N     -   186,981.078 1,070,941.789   MT  0.99992551   +0 23 51.9
 CP3017;SPC LA N     -   613,453.75  3,513,581.52   sFT  0.99992551   +0 23 51.9
 CP3017;UTM  15      - 3,561,538.850   618,056.381   MT  0.99977188   +0 40 01.6
 CP3017
 CP3017                          SUPERSEDED SURVEY CONTROL
 CP3017
 CP3017  NAD 83(1992)-  32 11 03.06860(N)    091 44 51.60802(W) AD(       ) 4
 CP3017  NAD 83(1986)-  32 11 03.08092(N)    091 44 51.60150(W) AD(       ) 4
 CP3017  NAD 27      -  32 11 02.53332(N)    091 44 51.14744(W) AD(       ) 3
 CP3017
 CP3017.Superseded values are not recommended for survey control.
 CP3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3017.See file dsdata.txt to determine how the superseded data were derived.
 CP3017
 CP3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR1805661539(NAD 83)
 CP3017_MARKER: 42 = RADIO/TV MAST
 CP3017
 CP3017  HISTORY     - Date     Condition        Report By
 CP3017  HISTORY     - 1971     FIRST OBSERVED   NGS
 CP3017
 CP3017                          STATION DESCRIPTION
 CP3017
 CP3017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3017'THE WINNSBORO RADIO STATION KMAR MAST IS LOCATED ABOUT 2 MILES
 CP3017'NORTHWEST OF WINNSBORO AND ABOUT 200 FEET NORTH OF THE TRANSMITTING
 CP3017'BUILDING.
 CP3017'
 CP3017'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 4, 15 AND 130 IN
 CP3017'THE NORTH EDGE OF WINNSBORO GO NORTHWEST ON HIGHWAY 130 FOR 0.3
 CP3017'MILE TO A FORK.  TAKE RIGHT FORK AND FOLLOW MACADAM ROAD
 CP3017'NORTHWESTERLY FOR 1.7 MILES TO THE MAST ON THE RIGHT.
 CP3017'
 CP3017'IT IS A STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED
 CP3017'ALTERNATELY RED AND WHITE, 180 FEET HIGH AND HAS A FLASHING RED
 CP3017'LIGHT AT THE TOP.  POINT INTERSECTED WAS THE RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2853 ***********************************************************************
 CQ2853  DESIGNATION -  WINONA
 CQ2853  PID         -  CQ2853
 CQ2853  STATE/COUNTY-  LA/WINN
 CQ2853  USGS QUAD   -  DODSON (1985)
 CQ2853
 CQ2853                         *CURRENT SURVEY CONTROL
 CQ2853  ___________________________________________________________________
 CQ2853* NAD 83(1992)-  32 01 44.62853(N)    092 39 17.89971(W)     ADJUSTED  
 CQ2853* NAVD 88     -        68.2    (meters)     224.     (feet)  VERTCON   
 CQ2853  ___________________________________________________________________
 CQ2853  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CQ2853  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2853
 CQ2853  HORZ ORDER  -  FIRST
 CQ2853
 CQ2853.The horizontal coordinates were established by classical geodetic methods
 CQ2853.and adjusted by the National Geodetic Survey in January 1993..
 CQ2853
 CQ2853.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2853
 CQ2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2853
 CQ2853.The geoid height was determined by GEOID03.
 CQ2853
 CQ2853;                    North         East     Units Scale Factor Converg.
 CQ2853;SPC LA N     -   169,545.385   985,362.042   MT  0.99991662   -0 04 55.0
 CQ2853;SPC LA N     -   556,250.15  3,232,808.63   sFT  0.99991662   -0 04 55.0
 CQ2853;UTM  15      - 3,543,709.193   532,579.528   MT  0.99961309   +0 10 58.8
 CQ2853
 CQ2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2853!SPC LA N     -   0.99999333  x   0.99991662  =   0.99990995
 CQ2853!UTM  15      -   0.99999333  x   0.99961309  =   0.99960642
 CQ2853
 CQ2853|---------------------------------------------------------------------|
 CQ2853| PID    Reference Object                     Distance      Geod. Az  |
 CQ2853|                                                           dddmmss.s |
 CQ2853| CQ2852 WINONA LOOKOUT TOWER                 43.494 METERS 03744     |
 CQ2853| CQ2847 HUDSON                              APPROX. 7.3 KM 0754831.6 |
 CQ2853| CY5098 WINONA RM 1                          27.476 METERS 11552     |
 CQ2853| BX2738 WINNFIELD TREMONT LUM CO S TK       APPROX.11.3 KM 1453749.1 |
 CQ2853| BX2737 WINNFIELD S CEN TT MICROWAVE        APPROX.17.7 KM 1573346.0 |
 CQ2853| BX2746 WINNFIELD NEW MUN WATER TANK        APPROX.11.9 KM 1722639.2 |
 CQ2853| BX2748 WINNFIELD CABLE TV MAST             APPROX.10.7 KM 1731918.5 |
 CQ2853| BX2747 WINNFIELD KC SO KEY 88 MICRO        APPROX.12.0 KM 1732245.2 |
 CQ2853| CY5099 WINONA RM 2                          38.679 METERS 26606     |
 CQ2853|---------------------------------------------------------------------|
 CQ2853
 CQ2853                          SUPERSEDED SURVEY CONTROL
 CQ2853
 CQ2853  NAD 83(1986)-  32 01 44.64284(N)    092 39 17.89093(W) AD(       ) 1
 CQ2853  NAD 27      -  32 01 44.06484(N)    092 39 17.34891(W) AD(       ) 1
 CQ2853  NGVD 29 (07/19/86)   68.2    (m)          224.     (f) VERT ANG       
 CQ2853
 CQ2853.Superseded values are not recommended for survey control.
 CQ2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2853.See file dsdata.txt to determine how the superseded data were derived.
 CQ2853
 CQ2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3258043709(NAD 83)
 CQ2853_MARKER: DS = TRIANGULATION STATION DISK
 CQ2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2853
 CQ2853  HISTORY     - Date     Condition        Report By
 CQ2853  HISTORY     - 1969     MONUMENTED       CGS
 CQ2853  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 CQ2853
 CQ2853                          STATION DESCRIPTION
 CQ2853
 CQ2853'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 CQ2853'THE STATION IS ABOUT 15 MILES EAST OF GOLDONNA, 7-1/2 MILES NORTH
 CQ2853'OF WINNFIELD AND 3-1/2 MILES SOUTH OF DODSON.  IT IS LOCATED AT
 CQ2853'THE SITE OF THE WINONA LOOKOUT TOWER AND ON PROPERTY OWNED BY
 CQ2853'THE TREMONT LUMBER CO. OF JOYCE LOUISIANA.
 CQ2853'
 CQ2853'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 CQ2853'IN WINNFIELD, GO WEST AND NORTH ON U.S. HIGHWAYS 84 AND 167 FOR
 CQ2853'0.65 MILES TO THE JUNCTION OF U.S. HIGHWAYS 84 AND 167, KEEP
 CQ2853'RIGHT ON U.S. HIGHWAY 167 AND GO NORTH FOR 4.95 MILES TO THE
 CQ2853'JUNCTION OF U.S. HIGHWAY 167 AND STATE HIGHWAY 505 IN THE SMALL
 CQ2853'SETTLEMENT OF TANNEHILL, CONTINUE NORTH ON U.S. 167 FOR 2.1
 CQ2853'MILES TO A SIDE ROAD RIGHT AND THE ENTRANCE TO THE WINONA
 CQ2853'LOOKOUT TOWER, TURN RIGHT AND GO EASTERLY FOR 0.1 MILE TO
 CQ2853'THE INTERSECTION OF AN OLD CONCRETE ROAD, CONTINUE AHEAD ON
 CQ2853'CONCRETE ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CQ2853'
 CQ2853'THE STATION MARK IS A STANDARD DISK, STAMPED WINONA 1969, SET
 CQ2853'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 CQ2853'THE GROUND.  IT IS 128 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 CQ2853'LOOKOUT TOWER, 101 FEET SOUTHEAST OF A UTILITY POLE WITH A METER
 CQ2853'ON IT AND 38.8 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 CQ2853'OLD CONCRETE ROAD.
 CQ2853'
 CQ2853'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WINONA NO 1 1969,
 CQ2853'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 CQ2853'3 INCHES ABOVE THE GROUND.  IT IS 143 FEET SOUTH OF THE SOUTHEAST
 CQ2853'LEG OF THE LOOKOUT TOWER, 41 FEET EAST OF A DRIVEWAY BETWEEN THE
 CQ2853'LOOKOUT TOWER AND OLD ROAD AND 27 FEET NORTH OF THE APPROXIMATE
 CQ2853'CENTERLINE OF THE OLD ROAD.
 CQ2853'
 CQ2853'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WINONA NO 2 1969,
 CQ2853'SET IN THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER
 CQ2853'THAT IS FLUSH WITH THE GROUND.  IT IS 111 FEET SOUTH OF THE
 CQ2853'SOUTHWEST CORNER OF A LOG CABIN, 66 FEET SOUTH OF THE DRIVEWAY
 CQ2853'TO THE LOOKOUT TOWER AND 11.8 FEET NORTH OF THE APPROXIMATE
 CQ2853'CENTER OF THE OLD ROAD.
 CQ2853'
 CQ2853'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK DUE TO
 CQ2853'TALL TREES.
 CQ2853'
 CQ2853'HEIGHT OF LIGHT ABOVE STATION MARK 30.33 METERS.
 CQ2853
 CQ2853                          STATION RECOVERY (1998)
 CQ2853
 CQ2853'RECOVERY NOTE BY US POWER SQUADRON 1998
 CQ2853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2852 ***********************************************************************
 CQ2852  DESIGNATION -  WINONA LOOKOUT TOWER
 CQ2852  PID         -  CQ2852
 CQ2852  STATE/COUNTY-  LA/WINN
 CQ2852  USGS QUAD   -  DODSON (1985)
 CQ2852
 CQ2852                         *CURRENT SURVEY CONTROL
 CQ2852  ___________________________________________________________________
 CQ2852* NAD 83(1992)-  32 01 45.74515(N)    092 39 16.88513(W)     ADJUSTED  
 CQ2852* NAVD 88     -                                                        
 CQ2852  ___________________________________________________________________
 CQ2852  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CQ2852  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ2852
 CQ2852  HORZ ORDER  -  THIRD
 CQ2852
 CQ2852.The horizontal coordinates were established by classical geodetic methods
 CQ2852.and adjusted by the National Geodetic Survey in January 1993..
 CQ2852
 CQ2852
 CQ2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2852
 CQ2852.The geoid height was determined by GEOID03.
 CQ2852
 CQ2852;                    North         East     Units Scale Factor Converg.
 CQ2852;SPC LA N     -   169,579.738   985,388.711   MT  0.99991663   -0 04 54.4
 CQ2852;SPC LA N     -   556,362.86  3,232,896.13   sFT  0.99991663   -0 04 54.4
 CQ2852;UTM  15      - 3,543,743.659   532,606.030   MT  0.99961311   +0 10 59.3
 CQ2852
 CQ2852                          SUPERSEDED SURVEY CONTROL
 CQ2852
 CQ2852  NAD 83(1986)-  32 01 45.75946(N)    092 39 16.87637(W) AD(       ) 4
 CQ2852  NAD 27      -  32 01 45.18150(N)    092 39 16.33432(W) AD(       ) 3
 CQ2852
 CQ2852.Superseded values are not recommended for survey control.
 CQ2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2852.See file dsdata.txt to determine how the superseded data were derived.
 CQ2852
 CQ2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR3260643744(NAD 83)
 CQ2852_MARKER: 57 = LOOKOUT TOWER
 CQ2852
 CQ2852  HISTORY     - Date     Condition        Report By
 CQ2852  HISTORY     - 1969     FIRST OBSERVED   CGS
 CQ2852  HISTORY     - 19981017 GOOD             USPSQD
 CQ2852
 CQ2852                          STATION DESCRIPTION
 CQ2852
 CQ2852'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ2852'THE TOP CENTER OF THE ROOF OF A METAL CABIN SURMOUNTED ON A
 CQ2852'FOUR-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF ABOUT 125
 CQ2852'FEET.  IT IS ABOUT 7-1/2 MILES NORTH OF WINNFIELD AND 0.15 MILE
 CQ2852'EAST OF U.S. HIGHWAY 167.
 CQ2852'
 CQ2852'NOTE--A MEASUREMENT WAS MADE WITH A 300 FEET TAPE FROM
 CQ2852'TRIANGULATION STATION WINONA TO THE APPROXIMATE CENTER OF THE
 CQ2852'WINONA LOOKOUT TOWER, DISTANCE BEING 142.70 FEET OR (43.495)
 CQ2852'METERS.
 CQ2852
 CQ2852                          STATION RECOVERY (1998)
 CQ2852
 CQ2852'RECOVERY NOTE BY US POWER SQUADRON 1998
 CQ2852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1583 ***********************************************************************
 CP1583  DESIGNATION -  WINTER QUARTERS BOLT
 CP1583  PID         -  CP1583
 CP1583  STATE/COUNTY-  LA/TENSAS
 CP1583  USGS QUAD   -  NEWELLTON (1994)
 CP1583
 CP1583                         *CURRENT SURVEY CONTROL
 CP1583  ___________________________________________________________________
 CP1583* NAD 83(1986)-  32 00 23.     (N)    091 09 41.     (W)     SCALED    
 CP1583* NAVD 88     -        21.86   (+/-2cm)      71.7    (feet)  VERTCON   
 CP1583  ___________________________________________________________________
 CP1583  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1583
 CP1583  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1583
 CP1583.The horizontal coordinates were scaled from a topographic map and have
 CP1583.an estimated accuracy of +/- 6 seconds.
 CP1583
 CP1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1583.The vertical order pertains to the NGVD 29 superseded value.
 CP1583
 CP1583.The geoid height was determined by GEOID03.
 CP1583
 CP1583;                    North         East    Units  Estimated Accuracy
 CP1583;SPC LA N     -   167,800.    1,126,470.      MT  (+/- 180 meters Scaled)
 CP1583
 CP1583                          SUPERSEDED SURVEY CONTROL
 CP1583
 CP1583  NGVD 29 (??/??/92)   21.875  (m)           71.77   (f) ADJ UNCH    1 2
 CP1583
 CP1583.Superseded values are not recommended for survey control.
 CP1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1583.See file dsdata.txt to determine how the superseded data were derived.
 CP1583
 CP1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR736426(NAD 83)
 CP1583_MARKER: B = BOLT
 CP1583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1583_SP_SET: TILE
 CP1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1583
 CP1583  HISTORY     - Date     Condition        Report By
 CP1583  HISTORY     - UNK      MONUMENTED       DOD
 CP1583  HISTORY     - 1934     GOOD             DOD
 CP1583  HISTORY     - 1938     GOOD             NGS
 CP1583
 CP1583                          STATION DESCRIPTION
 CP1583
 CP1583'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1583'3.25 MI NE FROM NEWELLTON.
 CP1583'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON
 CP1583'P.B.M. IS TILE AND PIPE WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI
 CP1583'RIVER IN TENSAS PARISH, LA.  ON WINTER QUARTERS PLANTATION.  ABOUT 2
 CP1583'MILES DOWNSTREAM FROM WHITE HALL LDG.  3/4 MILES LANDSIDE OF WINTER
 CP1583'QUARTERS LDG.  ABOUT 1-3/4 MILES UPSTREAM FROM LAKE BRUIN.  61 METERS
 CP1583'UPSTREAM FROM THE PROLONGATION OF A CANAL RUNNING FROM THE BORROW PIT
 CP1583'TO THE RIVER.  30.5 METERS LANDWARD FROM THE CENTER LINE OF THE LEVEE
 CP1583'AT A POINT 152.4 METERS UPSTREAM FROM A RAMP.  11.3 METERS UPSTREAM
 CP1583'FROM THE CENTER LINE OF PLANTATION ROAD LEADING FROM LEVEE LANDWARD TO
 CP1583'WINTER QUARTERS PLANTATION STORE AND RESIDENCE.  7.6 METERS RIVERSIDE.
 CP1583
 CP1583                          STATION RECOVERY (1938)
 CP1583
 CP1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 CP1583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1582 ***********************************************************************
 CP1582  DESIGNATION -  WINTER QUARTERS CAP
 CP1582  PID         -  CP1582
 CP1582  STATE/COUNTY-  LA/TENSAS
 CP1582  USGS QUAD   -  NEWELLTON (1994)
 CP1582
 CP1582                         *CURRENT SURVEY CONTROL
 CP1582  ___________________________________________________________________
 CP1582* NAD 83(1986)-  32 00 23.     (N)    091 09 41.     (W)     SCALED    
 CP1582* NAVD 88     -        23.10   (+/-2cm)      75.8    (feet)  VERTCON   
 CP1582  ___________________________________________________________________
 CP1582  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1582
 CP1582  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1582
 CP1582.The horizontal coordinates were scaled from a topographic map and have
 CP1582.an estimated accuracy of +/- 6 seconds.
 CP1582
 CP1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1582.The vertical order pertains to the NGVD 29 superseded value.
 CP1582
 CP1582.The geoid height was determined by GEOID03.
 CP1582
 CP1582;                    North         East    Units  Estimated Accuracy
 CP1582;SPC LA N     -   167,800.    1,126,470.      MT  (+/- 180 meters Scaled)
 CP1582
 CP1582                          SUPERSEDED SURVEY CONTROL
 CP1582
 CP1582  NGVD 29 (??/??/92)   23.119  (m)           75.85   (f) ADJ UNCH    1 2
 CP1582
 CP1582.Superseded values are not recommended for survey control.
 CP1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1582.See file dsdata.txt to determine how the superseded data were derived.
 CP1582
 CP1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR736426(NAD 83)
 CP1582_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1582
 CP1582  HISTORY     - Date     Condition        Report By
 CP1582  HISTORY     - UNK      MONUMENTED       DOD
 CP1582  HISTORY     - 1934     GOOD             DOD
 CP1582  HISTORY     - 1938     GOOD             NGS
 CP1582
 CP1582                          STATION DESCRIPTION
 CP1582
 CP1582'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1582'3.25 MI NE FROM NEWELLTON.
 CP1582'ABOUT 3 1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM NEWELLTON
 CP1582'P.B.M. IS TILE AND PIPE WITH BRASS CAP, ON RIGHT BANK OF MISSISSIPPI
 CP1582'RIVER IN TENSAS PARISH, LA.  ON WINTER QUARTERS PLANTATION.  ABOUT 2
 CP1582'MILES DOWNSTREAM FROM WHITE HALL LDG.  3/4 MILES LANDSIDE OF WINTER
 CP1582'QUARTERS LDG.  ABOUT 1-3/4 MILES UPSTREAM FROM LAKE BRUIN.  61 METERS
 CP1582'UPSTREAM FROM THE PROLONGATION OF A CANAL RUNNING FROM THE BORROW PIT
 CP1582'TO THE RIVER.  30.5 METERS LANDWARD FROM THE CENTER LINE OF THE LEVEE
 CP1582'AT A POINT 152.4 METERS UPSTREAM FROM A RAMP.  11.3 METERS UPSTREAM
 CP1582'FROM THE CENTER LINE OF PLANTATION ROAD LEADING FROM LEVEE LANDWARD TO
 CP1582'WINTER QUARTERS PLANTATION STORE AND RESIDENCE.  7.6 METERS RIVERSIDE.
 CP1582
 CP1582                          STATION RECOVERY (1938)
 CP1582
 CP1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 CP1582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1135 ***********************************************************************
 AT1135  DESIGNATION -  WISE 1927
 AT1135  PID         -  AT1135
 AT1135  STATE/COUNTY-  LA/PLAQUEMINES
 AT1135  USGS QUAD   -  BASTIAN BAY (1993)
 AT1135
 AT1135                         *CURRENT SURVEY CONTROL
 AT1135  ___________________________________________________________________
 AT1135* NAD 83(1992)-  29 18 20.02880(N)    089 43 35.21269(W)     ADJUSTED  
 AT1135* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AT1135  **This station is located in a subsidence area (see below).
 AT1135  ___________________________________________________________________
 AT1135  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AT1135  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AT1135
 AT1135  HORZ ORDER  -  SECOND
 AT1135
 AT1135.The horizontal coordinates were established by classical geodetic methods
 AT1135.and adjusted by the National Geodetic Survey in January 1993..
 AT1135
 AT1135 ** The orthometric height has not been validated since last determined
 AT1135 ** by differential leveling and should not be used for control purposes.
 AT1135 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1135 ** area with valid NAVD 88 orthometric heights.
 AT1135 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1135 ** epoch indicated which incorporates improved geoid heights for the
 AT1135 ** Southern Louisiana Subsidence area.
 AT1135 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1135.The orthometric height was scaled from a topographic map.
 AT1135
 AT1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1135
 AT1135.The geoid height was determined by GEOID03.
 AT1135
 AT1135;                    North         East     Units Scale Factor Converg.
 AT1135;SPC LA S     -    90,388.873 1,156,105.148   MT  0.99999883   +0 48 12.5
 AT1135;SPC LA S     -   296,550.83  3,792,988.31   sFT  0.99999883   +0 48 12.5
 AT1135;UTM  16      - 3,244,925.768   235,176.497   MT  1.00046547   -1 20 07.0
 AT1135
 AT1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1135!SPC LA S     -   1.00000378  x   0.99999883  =   1.00000261
 AT1135!UTM  16      -   1.00000378  x   1.00046547  =   1.00046925
 AT1135
 AT1135:                Primary Azimuth Mark                     Grid Az
 AT1135:SPC LA S     -  DE SUITE                                 031 11 36.5
 AT1135:UTM  16      -  DE SUITE                                 033 19 56.0
 AT1135
 AT1135|---------------------------------------------------------------------|
 AT1135| PID    Reference Object                     Distance      Geod. Az  |
 AT1135|                                                           dddmmss.s |
 AT1135| AT1143 DE SUITE                            APPROX. 7.5 KM 0315949.0 |
 AT1135| AT1138 HEAD OF GRAND BAYOU NAV LIGHT       APPROX. 4.7 KM 1021945.8 |
 AT1135|---------------------------------------------------------------------|
 AT1135
 AT1135                          SUPERSEDED SURVEY CONTROL
 AT1135
 AT1135  NAD 83(1986)-  29 18 20.03899(N)    089 43 35.22172(W) AD(       ) 2
 AT1135  NAD 27      -  29 18 19.24100(N)    089 43 34.97100(W) AD(       ) 2
 AT1135
 AT1135.Superseded values are not recommended for survey control.
 AT1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1135.See file dsdata.txt to determine how the superseded data were derived.
 AT1135
 AT1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT3517644926(NAD 83)
 AT1135_MARKER: DS = TRIANGULATION STATION DISK
 AT1135_SETTING: 0 = UNSPECIFIED SETTING
 AT1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1135
 AT1135  HISTORY     - Date     Condition        Report By
 AT1135  HISTORY     - 1927     MONUMENTED       CGS
 AT1135  HISTORY     - 1934     GOOD             CGS
 AT1135  HISTORY     - 1936     MARK NOT FOUND   CGS
 AT1135  HISTORY     - 1965     MARK NOT FOUND   CGS
 AT1135
 AT1135                          STATION DESCRIPTION
 AT1135
 AT1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AT1135'ON THE ISLAND
 AT1135'BETWEEN THE TWO
 AT1135'CHANNELS FROM THE GULF OF MEXICO ONE OF WHICH LEADS
 AT1135'INTO BAY JOE WISE AND THE OTHER
 AT1135'INTO BAY CHALAND, ON THE WESTERN
 AT1135'SIDE OF THE CHANNEL LEADING INTO BAY JOE WISE,
 AT1135'ABOUT 60 METERS
 AT1135'(197 FEET) FROM THE EXTREME EASTERN END OF THE ISLAND, AND ABOUT
 AT1135'15 METERS (49
 AT1135'FEET) FROM THE NORTHERN END OF THE ISLAND.  THE
 AT1135'STATION IS MARKED BY A STANDARD
 AT1135'BRONZE DISK SET IN CONCRETE AT THE
 AT1135'CENTER OF THE TOP OF A TILE.  IN 1934 REFERENCE
 AT1135'MARK NO. 2 WAS FOUND
 AT1135'LYING ON ITS SIDE AT THE HIGH-WATER LINE A FEW FEET FROM THE
 AT1135'STATION MARK AND
 AT1135'MEASUREMENTS SHOWED THAT THE POSITION OF REFERENCE MARK
 AT1135'NO. 1, WAS IN THE WATER.
 AT1135'TWO NEW REFERENCE MARKS WERE SET, NO. 1 A
 AT1135'STANDARD BRONZE DISK SET IN THE TOP OF A
 AT1135'TILE.  IT IS 19.000 METERS
 AT1135'(62.34 FEET) FROM THE STATION S 77 DEG 16 MIN W.
 AT1135'REFERENCE MARK NO. 2,
 AT1135'A STANDARD BRONZE DISK SET IN THE TOP OF A TILE, IS 23.855
 AT1135'METERS (78.26 FEET) FROM
 AT1135'THE STATION N 38 DEG 44 MIN W.  THE
 AT1135'DISTANCE BETWEEN THE NEW REFERENCE MARKS IS
 AT1135'23.780 METERS (78.02 FEET).
 AT1135
 AT1135                          STATION RECOVERY (1936)
 AT1135
 AT1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT1135'STATION MARK AND BOTH REFERENCE MARKS ESTABLISHED IN 1927 ARE LOST.
 AT1135'
 AT1135'REFERENCE MARKS 1 AND 2 ESTABLISHED BY T.B. REED IN 1934 WERE
 AT1135'RECOVERED.
 AT1135'
 AT1135'REFERENCE MARK 2, 1934 IS NOW OUTSIDE OF THE HIGH-WATER LINE
 AT1135'AND WILL SOON BE
 AT1135'LOST.
 AT1135
 AT1135                          STATION RECOVERY (1965)
 AT1135
 AT1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 AT1135'STATION MARK AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2526 ***********************************************************************
 BW2526  DESIGNATION -  WISNER MUNICIPAL TANK
 BW2526  PID         -  BW2526
 BW2526  STATE/COUNTY-  LA/FRANKLIN
 BW2526  USGS QUAD   -  WISNER (1983)
 BW2526
 BW2526                         *CURRENT SURVEY CONTROL
 BW2526  ___________________________________________________________________
 BW2526* NAD 83(1992)-  31 58 51.90028(N)    091 39 24.38509(W)     ADJUSTED  
 BW2526* NAVD 88     -                                                        
 BW2526  ___________________________________________________________________
 BW2526  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BW2526  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW2526
 BW2526  HORZ ORDER  -  THIRD
 BW2526
 BW2526.The horizontal coordinates were established by classical geodetic methods
 BW2526.and adjusted by the National Geodetic Survey in May 1994..
 BW2526
 BW2526
 BW2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2526
 BW2526.The geoid height was determined by GEOID03.
 BW2526
 BW2526;                    North         East     Units Scale Factor Converg.
 BW2526;SPC LA N     -   164,525.029 1,079,687.913   MT  0.99991535   +0 26 44.9
 BW2526;SPC LA N     -   539,779.20  3,542,276.09   sFT  0.99991535   +0 26 44.9
 BW2526;UTM  15      - 3,539,126.903   626,906.094   MT  0.99979862   +0 42 41.5
 BW2526
 BW2526                          SUPERSEDED SURVEY CONTROL
 BW2526
 BW2526  NAD 83(1992)-  31 58 51.90296(N)    091 39 24.38268(W) AD(       ) 4
 BW2526  NAD 83(1986)-  31 58 51.91320(N)    091 39 24.38060(W) AD(       ) 4
 BW2526  NAD 27      -  31 58 51.34487(N)    091 39 23.93326(W) AD(       ) 3
 BW2526
 BW2526.Superseded values are not recommended for survey control.
 BW2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2526.See file dsdata.txt to determine how the superseded data were derived.
 BW2526
 BW2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR2690639127(NAD 83)
 BW2526_MARKER: 53 = ELEVATED TANK
 BW2526
 BW2526  HISTORY     - Date     Condition        Report By
 BW2526  HISTORY     - 1941     FIRST OBSERVED   CGS
 BW2526  HISTORY     - 1971     GOOD             NGS
 BW2526
 BW2526                          STATION DESCRIPTION
 BW2526
 BW2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BW2526'STATION IS NEAR THE CENTER OF THE TOWN OF WISNER ABOUT 2
 BW2526'BLOCKS W OF STATE HIGHWAY 15 AND 1 BLOCK S OF STATE HIGHWAY
 BW2526'169.  THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE OF
 BW2526'STEEL CONSTRUCTION, PAINTED ALUMINUM.  THE TANK HAS A
 BW2526'KETTLE-SHAPED TOP AND BOTTOM WITH A STEEL BALL CENTERED AT
 BW2526'THE TOP AND IS ABOUT 80 FEET HIGH.
 BW2526
 BW2526                          STATION RECOVERY (1971)
 BW2526
 BW2526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2526'WISNER MUNICIPAL WATER TANK IS LOCATED IN THE WEST EDGE OF
 BW2526'THE SMALL TOWN OF WISNER IN THE SOUTHEAST ANGLE OF THE
 BW2526'INTERSECTION OF OAK AND HOPE STREETS.
 BW2526'
 BW2526'IT IS AN ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS AND IS
 BW2526'125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW2527 ***********************************************************************
 BW2527  DESIGNATION -  WISNER PL MICROWAVE KGS 581
 BW2527  PID         -  BW2527
 BW2527  STATE/COUNTY-  LA/FRANKLIN
 BW2527  USGS QUAD   -  WISNER (1983)
 BW2527
 BW2527                         *CURRENT SURVEY CONTROL
 BW2527  ___________________________________________________________________
 BW2527* NAD 83(1992)-  31 58 10.61262(N)    091 40 33.93674(W)     ADJUSTED  
 BW2527* NAVD 88     -                                                        
 BW2527  ___________________________________________________________________
 BW2527  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BW2527  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW2527
 BW2527  HORZ ORDER  -  THIRD
 BW2527
 BW2527.The horizontal coordinates were established by classical geodetic methods
 BW2527.and adjusted by the National Geodetic Survey in May 1994..
 BW2527
 BW2527
 BW2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2527
 BW2527.The geoid height was determined by GEOID03.
 BW2527
 BW2527;                    North         East     Units Scale Factor Converg.
 BW2527;SPC LA N     -   163,239.397 1,077,871.816   MT  0.99991515   +0 26 08.2
 BW2527;SPC LA N     -   535,561.25  3,536,317.78   sFT  0.99991515   +0 26 08.2
 BW2527;UTM  15      - 3,537,833.021   625,096.192   MT  0.99979299   +0 42 03.8
 BW2527
 BW2527                          SUPERSEDED SURVEY CONTROL
 BW2527
 BW2527  NAD 83(1992)-  31 58 10.61508(N)    091 40 33.93416(W) AD(       ) 4
 BW2527  NAD 83(1986)-  31 58 10.62568(N)    091 40 33.93216(W) AD(       ) 4
 BW2527  NAD 27      -  31 58 10.05722(N)    091 40 33.48103(W) AD(       ) 3
 BW2527
 BW2527.Superseded values are not recommended for survey control.
 BW2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2527.See file dsdata.txt to determine how the superseded data were derived.
 BW2527
 BW2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR2509637833(NAD 83)
 BW2527_MARKER: 42 = RADIO/TV MAST
 BW2527
 BW2527  HISTORY     - Date     Condition        Report By
 BW2527  HISTORY     - 1971     FIRST OBSERVED   NGS
 BW2527
 BW2527                          STATION DESCRIPTION
 BW2527
 BW2527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 BW2527'THE LOUISIANA POWER AND LIGHT COMPANY MICROWAVE MAST IS
 BW2527'LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF WISNER 250 FEET
 BW2527'SOUTHEAST OF STATE HIGHWAY 15.
 BW2527'
 BW2527'IT IS A STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED
 BW2527'ALTERNATELY RED AND WHITE, 150 FEET HIGH AND HAS A FLASHING
 BW2527'RED LIGHT AT THE TOP.  POINT INTERSECTED WAS THE RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1419 ***********************************************************************
 BW1419  DESIGNATION -  WISNER RM 2
 BW1419  PID         -  BW1419
 BW1419  STATE/COUNTY-  LA/FRANKLIN
 BW1419  USGS QUAD   -  WISNER (1983)
 BW1419
 BW1419                         *CURRENT SURVEY CONTROL
 BW1419  ___________________________________________________________________
 BW1419* NAD 83(1986)-  31 58 30.     (N)    091 40 00.     (W)     SCALED    
 BW1419* NAVD 88     -        22.58   (+/-2cm)      74.1    (feet)  VERTCON   
 BW1419  ___________________________________________________________________
 BW1419  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1419
 BW1419  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1419
 BW1419.The horizontal coordinates were scaled from a topographic map and have
 BW1419.an estimated accuracy of +/- 6 seconds.
 BW1419
 BW1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1419.The vertical order pertains to the NGVD 29 superseded value.
 BW1419
 BW1419.The geoid height was determined by GEOID03.
 BW1419
 BW1419;                    North         East    Units  Estimated Accuracy
 BW1419;SPC LA N     -   163,840.    1,078,760.      MT  (+/- 180 meters Scaled)
 BW1419
 BW1419                          SUPERSEDED SURVEY CONTROL
 BW1419
 BW1419  NGVD 29 (??/??/92)   22.593  (m)           74.12   (f) ADJ UNCH    1 2
 BW1419
 BW1419.Superseded values are not recommended for survey control.
 BW1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1419.See file dsdata.txt to determine how the superseded data were derived.
 BW1419
 BW1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR259384(NAD 83)
 BW1419_MARKER: DR = REFERENCE MARK DISK
 BW1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1419_STAMPING: WISNER NO 2 1941
 BW1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1419+STABILITY: SURFACE MOTION
 BW1419
 BW1419  HISTORY     - Date     Condition        Report By
 BW1419  HISTORY     - 1941     MONUMENTED       CGS
 BW1419  HISTORY     - 1966     GOOD             NGS
 BW1419
 BW1419                          STATION DESCRIPTION
 BW1419
 BW1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1419'0.85 MI SW FROM WISNER.
 BW1419'0.05 MILE NORTH ALONG STATE HIGHWAY 15 FROM THE MISSOURI PACIFIC
 BW1419'RAILROAD STATION AT WISNER, THENCE 0.8 MILE SOUTHWEST ALONG STATE
 BW1419'HIGHWAY 562, IN SECTION 32, T 12 N, R 8 E, AT A NEGRO SCHOOL, 131 FEET
 BW1419'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 143 FEET SOUTHWEST OF THE
 BW1419'SOUTHWEST CORNER OF THE MOST SOUTHWESTERLY ONE OF A GROUP OF SCHOOL
 BW1419'BUILDINGS, 127 FEET SOUTHWEST OF A POWER POLE BEARING A LIGHT AND A
 BW1419'TRANSFORMER, 96.15 FEET SOUTH OF TRIANGULATION STATION WISNER 1941,
 BW1419'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BW1419'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1235 ***********************************************************************
 CP1235  DESIGNATION -  WISTA BOLT
 CP1235  PID         -  CP1235
 CP1235  STATE/COUNTY-  LA/WEST CARROLL
 CP1235  USGS QUAD   -  OAK GROVE (1988)
 CP1235
 CP1235                         *CURRENT SURVEY CONTROL
 CP1235  ___________________________________________________________________
 CP1235* NAD 83(1986)-  32 48 06.     (N)    091 29 46.     (W)     SCALED    
 CP1235* NAVD 88     -        28.17   (+/-2cm)      92.4    (feet)  VERTCON   
 CP1235  ___________________________________________________________________
 CP1235  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1235
 CP1235  VERT ORDER  -  ? (See Below)
 CP1235
 CP1235.The horizontal coordinates were scaled from a topographic map and have
 CP1235.an estimated accuracy of +/- 6 seconds.
 CP1235
 CP1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1235.The vertical order pertains to the NGVD 29 superseded value.
 CP1235
 CP1235.The geoid height was determined by GEOID03.
 CP1235
 CP1235;                    North         East    Units  Estimated Accuracy
 CP1235;SPC LA N     -   255,640.    1,094,030.      MT  (+/- 180 meters Scaled)
 CP1235
 CP1235                          SUPERSEDED SURVEY CONTROL
 CP1235
 CP1235  NGVD 29 (??/??/92)   28.236  (m)           92.64   (f) ADJ UNCH    ?  
 CP1235
 CP1235.Superseded values are not recommended for survey control.
 CP1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1235.See file dsdata.txt to determine how the superseded data were derived.
 CP1235
 CP1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS408303(NAD 83)
 CP1235_MARKER: B = BOLT
 CP1235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1235
 CP1235  HISTORY     - Date     Condition        Report By
 CP1235  HISTORY     - UNK      MONUMENTED       DOD
 CP1235  HISTORY     - 1934     GOOD             DOD
 CP1235
 CP1235                          STATION DESCRIPTION
 CP1235
 CP1235'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1235'7.5 MI SW FROM OAK GROVE.
 CP1235'IS A PIPE FLANGE BENCH WITH BRASS CAP.  CAP IS 5 INCHES ABOVE GROUND.
 CP1235'LOCATED APPROXIMATELY 7 1/2 MILES SOUTHWEST OF OAK GROVE, WEST CARROLL
 CP1235'PARISH, LA.  AT RED WING SCHOOLHOUSE.  IN SOUTHEAST CORNER OF SCHOOL
 CP1235'YARD.  25 FEET NORTH OF EAST AND WEST FENCE.  2.5 FEET WEST OF NORTH
 CP1235'AND SOUTH FENCE.  57.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 CP1235'SCHOOLHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1234 ***********************************************************************
 CP1234  DESIGNATION -  WISTA CAP
 CP1234  PID         -  CP1234
 CP1234  STATE/COUNTY-  LA/WEST CARROLL
 CP1234  USGS QUAD   -  OAK GROVE (1988)
 CP1234
 CP1234                         *CURRENT SURVEY CONTROL
 CP1234  ___________________________________________________________________
 CP1234* NAD 83(1986)-  32 48 06.     (N)    091 29 46.     (W)     SCALED    
 CP1234* NAVD 88     -        29.40   (+/-2cm)      96.5    (feet)  VERTCON   
 CP1234  ___________________________________________________________________
 CP1234  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1234
 CP1234  VERT ORDER  -  ? (See Below)
 CP1234
 CP1234.The horizontal coordinates were scaled from a topographic map and have
 CP1234.an estimated accuracy of +/- 6 seconds.
 CP1234
 CP1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1234.The vertical order pertains to the NGVD 29 superseded value.
 CP1234
 CP1234.The geoid height was determined by GEOID03.
 CP1234
 CP1234;                    North         East    Units  Estimated Accuracy
 CP1234;SPC LA N     -   255,640.    1,094,030.      MT  (+/- 180 meters Scaled)
 CP1234
 CP1234                          SUPERSEDED SURVEY CONTROL
 CP1234
 CP1234  NGVD 29 (??/??/92)   29.467  (m)           96.68   (f) ADJ UNCH    ?  
 CP1234
 CP1234.Superseded values are not recommended for survey control.
 CP1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1234.See file dsdata.txt to determine how the superseded data were derived.
 CP1234
 CP1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS408303(NAD 83)
 CP1234_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1234
 CP1234  HISTORY     - Date     Condition        Report By
 CP1234  HISTORY     - UNK      MONUMENTED       DOD
 CP1234  HISTORY     - 1934     GOOD             DOD
 CP1234
 CP1234                          STATION DESCRIPTION
 CP1234
 CP1234'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 CP1234'7.5 MI SW FROM OAK GROVE.
 CP1234'IS A PIPE FLANGE BENCH WITH BRASS CAP.  CAP IS 5 INCHES ABOVE GROUND.
 CP1234'LOCATED APPROXIMATELY 7 1/2 MILES SOUTHWEST OF OAK GROVE, WEST CARROLL
 CP1234'PARISH, LA.  AT RED WING SCHOOLHOUSE.  IN SOUTHEAST CORNER OF SCHOOL
 CP1234'YARD.  25 FEET NORTH OF EAST AND WEST FENCE.  2.5 FEET WEST OF NORTH
 CP1234'AND SOUTH FENCE.  57.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 CP1234'SCHOOLHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3101 ***********************************************************************
 CQ3101  DESIGNATION -  WOMACK RESET
 CQ3101  PID         -  CQ3101
 CQ3101  STATE/COUNTY-  LA/RED RIVER
 CQ3101  USGS QUAD   -  HALL SUMMIT (1980)
 CQ3101
 CQ3101                         *CURRENT SURVEY CONTROL
 CQ3101  ___________________________________________________________________
 CQ3101* NAD 83(1992)-  32 13 22.15083(N)    093 16 44.94038(W)     ADJUSTED  
 CQ3101* NAVD 88     -        81.56   (+/-2cm)     267.6    (feet)  VERTCON   
 CQ3101  ___________________________________________________________________
 CQ3101  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CQ3101  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ3101
 CQ3101  HORZ ORDER  -  FIRST
 CQ3101  VERT ORDER  -  THIRD (See Below)
 CQ3101
 CQ3101.The horizontal coordinates were established by classical geodetic methods
 CQ3101.and adjusted by the National Geodetic Survey in January 1993..
 CQ3101
 CQ3101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3101.The vertical order pertains to the NGVD 29 superseded value.
 CQ3101
 CQ3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3101
 CQ3101.The geoid height was determined by GEOID03.
 CQ3101
 CQ3101;                    North         East     Units Scale Factor Converg.
 CQ3101;SPC LA N     -   191,282.677   926,560.122   MT  0.99992887   -0 24 43.0
 CQ3101;SPC LA N     -   627,566.58  3,039,889.33   sFT  0.99992887   -0 24 43.0
 CQ3101;UTM  15      - 3,565,168.174   473,696.700   MT  0.99960853   -0 08 55.9
 CQ3101
 CQ3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3101!SPC LA N     -   0.99999125  x   0.99992887  =   0.99992012
 CQ3101!UTM  15      -   0.99999125  x   0.99960853  =   0.99959979
 CQ3101
 CQ3101|---------------------------------------------------------------------|
 CQ3101| PID    Reference Object                     Distance      Geod. Az  |
 CQ3101|                                                           dddmmss.s |
 CQ3101| CX7437 WOMACK RM 1                          37.449 METERS 13355     |
 CQ3101| CQ3337 WOMACK RM 3                          38.274 METERS 15021     |
 CQ3101| CQ3097 MARTIN ATT MICROWAVE KLW 26         APPROX.17.3 KM 1611907.5 |
 CQ3101| CQ3336 WOMACK RM 2                          53.755 METERS 23917     |
 CQ3101| CQ3102 HALL SUMMIT LOT LDC                 APPROX. 5.2 KM 2565658.2 |
 CQ3101| CQ3103 RINGGOLD KC S MICROWAVE KJO 33      APPROX. 7.5 KM 2911715.4 |
 CQ3101| CQ3125 RINGGOLD ATT MICROWAVE KLW 25       APPROX.10.5 KM 3115050.5 |
 CQ3101| CX7436 WOMACK AZ MK                                       3530737.8 |
 CQ3101| CQ3338 WOMACK AZ MK 2                                     3532914.0 |
 CQ3101| CQ3122 RINGGOLD MUNICIPAL TANK             APPROX.11.8 KM 3570050.0 |
 CQ3101| CQ3124 RINGGOLD LA P L MAST KKE 259        APPROX.11.8 KM 3570359.2 |
 CQ3101|---------------------------------------------------------------------|
 CQ3101
 CQ3101                          SUPERSEDED SURVEY CONTROL
 CQ3101
 CQ3101  NAD 83(1986)-  32 13 22.16386(N)    093 16 44.93308(W) AD(       ) 1
 CQ3101  NAD 27      -  32 13 21.59300(N)    093 16 44.31900(W) AD(       ) 1
 CQ3101  NGVD 29 (07/19/86)   81.61   (m)          267.7    (f) LEVELING    3  
 CQ3101
 CQ3101.Superseded values are not recommended for survey control.
 CQ3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3101.See file dsdata.txt to determine how the superseded data were derived.
 CQ3101
 CQ3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR7369765168(NAD 83)
 CQ3101_MARKER: DS = TRIANGULATION STATION DISK
 CQ3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3101_SP_SET: CONCRETE POST
 CQ3101_STAMPING: WOMACK 1941 1969
 CQ3101_MARK LOGO: CGS   
 CQ3101_PROJECTION: RECESSED 20 CENTIMETERS
 CQ3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3101+STABILITY: SURFACE MOTION
 CQ3101
 CQ3101  HISTORY     - Date     Condition        Report By
 CQ3101  HISTORY     - 1941     MONUMENTED       CGS
 CQ3101  HISTORY     - 1957     SEE DESCRIPTION  USGS
 CQ3101  HISTORY     - 1969     GOOD             CGS
 CQ3101  HISTORY     - 1985     GOOD             LADTD
 CQ3101
 CQ3101                          STATION DESCRIPTION
 CQ3101
 CQ3101'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CQ3101'STATION IS ABOUT 7-1/2 MILES S OF THE TOWN OF RINGGOLD IN THE
 CQ3101'S PART OF SECTION 3, T 14 N, R 9 W ON A SMALL HILL E OF STATE
 CQ3101'HIGHWAY 90 ON PROPERTY OF R.L. NORRED.  IT IS 83 FEET E OF
 CQ3101'THE CENTER LINE OF STATE HIGHWAY 90, 90 FEET W OF A HEAVILY
 CQ3101'FENCED GARDEN PLOT, 43 FEET NE OF 3-FOOT TREE AND 23 FEET
 CQ3101'E OF A SMALL SHED.  IT IS STAMPED WOMACK 1941 AND IS SET FLUSH
 CQ3101'WITH THE SURFACE OF THE GROUND.
 CQ3101'
 CQ3101'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CQ3101'BRONZE DISKS SET IN CONCRETE.
 CQ3101'
 CQ3101'REFERENCE MARK NO. 1 IS 30 FEET SW OF THE SW CORNER OF THE
 CQ3101'GARDEN PLOT, 6 INCHES NE OF FENCE ALONG THE NE SIDE OF THE
 CQ3101'PASTURE.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION, IS STAMPED
 CQ3101'WOMACK NO. 1 1941 AND PROJECTS 3 INCHES.
 CQ3101'
 CQ3101'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION,
 CQ3101'70 FEET W OF THE CENTER LINE, 48 FEET S BY E OF THE SE CORNER
 CQ3101'OF DWELLING, 2 FEET SSE OF FENCE CORNER, IS STAMPED
 CQ3101'WOMACK NO. 2 1941 AND PROJECTS 4 INCHES.
 CQ3101'
 CQ3101'AZIMUTH MARK IS 38 FEET W OF THE CENTER LINE OF STATE HIGHWAY
 CQ3101'90, 40 FEET E OF THE NE CORNER OF A SHED, 12 FEET S OF THE
 CQ3101'CENTER LINE OF SIDE ROAD, 1 FOOT E OF FENCE CORNER, IS STAMPED
 CQ3101'WOMACK 1941 AND PROJECTS 4 INCHES.
 CQ3101'
 CQ3101'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 90 IN
 CQ3101'RINGGOLD, GO S ON STATE HIGHWAY 90 FOR 7.05 MILES TO THE
 CQ3101'AZIMUTH MARK ON THE RIGHT, W, SIDE OF THE ROAD, CONTINUE 0.35
 CQ3101'MILE TO THE STATION ON THE LEFT, E, SIDE OF THE ROAD.
 CQ3101'
 CQ3101'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CQ3101
 CQ3101                          STATION RECOVERY (1957)
 CQ3101
 CQ3101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CQ3101'THE AZIMUTH MARK DESTROYED, FOUND LAYING ON TOP OF GROUND.
 CQ3101
 CQ3101                          STATION RECOVERY (1969)
 CQ3101
 CQ3101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CQ3101'THE STATION MARK REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CQ3101'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 CQ3101'BUT COULD NOT BE FOUND.  REFERENCE MARK NO. 1 WAS NO LONGER
 CQ3101'VISIBLE FROM THE STATION MARK, DUE TO THE EXTENDING OF THE
 CQ3101'HOUSE.  AT REQUEST OF THE PROPERTY OWNER THE STATION MARK WAS
 CQ3101'LOWERED AND REFERENCE MARK NO. 1 WAS REMOVED.  A REFERENCE MARK
 CQ3101'NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED.
 CQ3101'
 CQ3101'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT
 CQ3101'7-1/2 MILES SOUTH OF RINGGOLD, ABOUT 7 MILES WEST-SOUTHWEST OF
 CQ3101'CASTOR AND ABOUT 3 MILES NORTHEAST OF HALL SUMMIT.  IT IS IN THE
 CQ3101'SOUTHERN PART OF SEC. 3, T. 14., R. 9 W. AND ON A SMALL HILL TO
 CQ3101'THE EAST OF STATE HIGHWAY 7.  ON PROPERTY OWNED BY MR. W.B.
 CQ3101'WOODS.
 CQ3101'
 CQ3101'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 7
 CQ3101'AND 514, ABOUT 1.5 MILES EAST-NORTHEAST OF HALL SUMMIT, GO NORTH
 CQ3101'ON STATE HIGHWAY 7 FOR 2.65 MILES TO THE TOP OF HILL AND STATION
 CQ3101'ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH ON STATE HIGHWAY 7
 CQ3101'FOR 0.35 MILES TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF
 CQ3101'ROAD.
 CQ3101'
 CQ3101'THE SURFACE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 CQ3101'20X20-INCH CONCRETE MONUMENT THAT IS 20 INCHES BELOW THE
 CQ3101'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK SET
 CQ3101'SET IN AN IRREGULAR MASS OF CONCRETE, THAT IS 60 INCHES BELOW THE
 CQ3101'SURFACE OF THE GROUND.  THE DISKS ARE STAMPED WOMACK 1941 1969.
 CQ3101'THE MARK IS 89 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 CQ3101'HOUSE, 83 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 7, 36 FEET
 CQ3101'NORTH OF DRIVEWAY AND 12 FEET SOUTH OF FENCE.
 CQ3101'
 CQ3101'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 CQ3101'14X14-INCH CONCRETE MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE
 CQ3101'SURFACE OF THE GROUND.  THE DISK IS STAMPED WOMACK NO 2 1941.  IT
 CQ3101'IS 71 FEET WEST OF CENTER OF STATE HIGHWAY 7, 52 FEET NORTH OF
 CQ3101'THE NORTHEAST CORNER OF BARN AND 47 FEET SOUTH OF THE SOUTHEAST
 CQ3101'CORNER OF HOUSE.
 CQ3101'
 CQ3101'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 CQ3101'12-INCH CONCRETE CYLINDRICAL MONUMENT, THAT IS SET FLUSH WITH
 CQ3101'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED WOMACK NO 3 1941
 CQ3101'1969.  IT IS 143 FEET EAST OF CENTER OF STATE HIGHWAY 7, 34.5
 CQ3101'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE.
 CQ3101'
 CQ3101'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CQ3101'CONCRETE CYLINDRICAL MONUMENT, THAT IS FLUSH WITH THE SURFACE OF
 CQ3101'THE GROUND.  THE DISK IS STAMPED WOMACK 1941 NO 2 1969.  IT IS
 CQ3101'108 FEET NORTH OF POWERLINE POLE, 46.8 FEET NORTHEAST OF THE
 CQ3101'NORTHEAST CORNER OF HOUSE AND 5 FEET WEST OF METAL WITNESS POST
 CQ3101'WITH SIGN ATTACHED.
 CQ3101'
 CQ3101'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 CQ3101'
 CQ3101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CQ3101'7-1/2 MILES SOUTH OF RINGGOLD.
 CQ3101
 CQ3101                          STATION RECOVERY (1985)
 CQ3101
 CQ3101'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 CQ3101'11.9 KM(7.4 MI) SOUTH FROM RINGGOLD.
 CQ3101'TO REACH THE STATION MARK GO 0.4 KM (0.25 MI) EAST FROM THE POST
 CQ3101'OFFICE IN RINGGOLD ON STATE HIGHWAYS 4 AND 154 TO THE INTERSECTION OF
 CQ3101'STATE HIGHWAYS 4, 154, AND 7, THENCE 11.9 KM (7.4 MI) SOUTH (RIGHT)
 CQ3101'ALONG STATE HIGHWAY 7 TO THE MARK ON THE LEFT, IN THE LEFT FRONT
 CQ3101'YARD, 28.6 METERS (94 FEET) NORTH OF A 24 INCH OAK TREE, 25.3 METERS
 CQ3101'(83 FEET) EAST OF THE CENTER OF STATE HIGHWAY 7, AND 16.7 METERS (54
 CQ3101'FEET) WEST OF A POWER SERVICE POLE.
 CQ3101'THE MARK IS 0.50 METERS  W FROM A WITNESS POST.
 CQ3101'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0758 ***********************************************************************
 BK0758  DESIGNATION -  WOOD
 BK0758  PID         -  BK0758
 BK0758  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0758  USGS QUAD   -  FENTON (1985)
 BK0758
 BK0758                         *CURRENT SURVEY CONTROL
 BK0758  ___________________________________________________________________
 BK0758* NAD 83(1992)-  30 15 24.42956(N)    092 58 40.59155(W)     ADJUSTED  
 BK0758* NAVD 88     -        10.   **(meters)      33.   **(feet)  SCALED    
 BK0758  **This station is located in a subsidence area (see below).
 BK0758  ___________________________________________________________________
 BK0758  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BK0758  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK0758  DYNAMIC HT  -          10.2   (meters)      33.    (feet)  COMP
 BK0758  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 BK0758  OBS GRAVITY -     979,315.1   (mgal)                       GRAV_OBS
 BK0758
 BK0758  HORZ ORDER  -  SECOND
 BK0758  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0758
 BK0758.The horizontal coordinates were established by classical geodetic methods
 BK0758.and adjusted by the National Geodetic Survey in January 1993..
 BK0758
 BK0758 ** The orthometric height has not been validated since last determined
 BK0758 ** by differential leveling and should not be used for control purposes.
 BK0758 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK0758 ** area with valid NAVD 88 orthometric heights.
 BK0758 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0758 ** epoch indicated which incorporates improved geoid heights for the
 BK0758 ** Southern Louisiana Subsidence area.
 BK0758 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0758.The orthometric height was scaled from a topographic map.
 BK0758.The vertical order pertains to the NGVD 29 superseded value.
 BK0758
 BK0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0758
 BK0758.The geoid height was determined by GEOID03.
 BK0758
 BK0758.The dynamic height is computed by dividing the NAVD 88
 BK0758.geopotential number by the normal gravity value computed on the
 BK0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0758.degrees latitude (g = 980.6199 gals.).
 BK0758
 BK0758.The modeled gravity was interpolated from observed gravity values.
 BK0758.The observed gravity was obtained from relative gravimeter ties
 BK0758.to the IGSN71 gravity network.
 BK0758
 BK0758;                    North         East     Units Scale Factor Converg.
 BK0758;SPC LA S     -   195,865.994   841,743.556   MT  0.99993568   -0 49 20.4
 BK0758;SPC LA S     -   642,603.68  2,761,620.32   sFT  0.99993568   -0 49 20.4
 BK0758;UTM  15      - 3,347,240.083   502,121.935   MT  0.99960006   +0 00 40.0
 BK0758
 BK0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0758!SPC LA S     -   1.00000269  x   0.99993568  =   0.99993837
 BK0758!UTM  15      -   1.00000269  x   0.99960006  =   0.99960275
 BK0758
 BK0758:                Primary Azimuth Mark                     Grid Az
 BK0758:SPC LA S     -  WOODLAWN ST HWY DEPT RAD MAST            023 55 27.8
 BK0758:UTM  15      -  WOODLAWN ST HWY DEPT RAD MAST            023 05 27.4
 BK0758
 BK0758|---------------------------------------------------------------------|
 BK0758| PID    Reference Object                     Distance      Geod. Az  |
 BK0758|                                                           dddmmss.s |
 BK0758| BK2964 WOODLAWN ST HWY DEPT RAD MAST       APPROX. 3.9 KM 0230607.4 |
 BK0758| BK0755 WOOD AZ MK                                         0232151.9 |
 BK0758| BK0757 WOOD RM 2                            14.131 METERS 02647     |
 BK0758| BK2944 LACASSINE RICE DRIER INC TANK       APPROX. 6.0 KM 1110900.1 |
 BK0758| BK0759 WOOD RM 1                            13.155 METERS 20407     |
 BK0758|---------------------------------------------------------------------|
 BK0758
 BK0758                          SUPERSEDED SURVEY CONTROL
 BK0758
 BK0758  NAD 83(1986)-  30 15 24.45062(N)    092 58 40.58526(W) AD(       ) 2
 BK0758  NAD 27      -  30 15 23.70567(N)    092 58 40.04906(W) AD(       ) 2
 BK0758  NGVD 29 (??/??/??)   10.160  (m)           33.33   (f) ADJUSTED    1 1
 BK0758
 BK0758.Superseded values are not recommended for survey control.
 BK0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0758.See file dsdata.txt to determine how the superseded data were derived.
 BK0758
 BK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0212247240(NAD 83)
 BK0758_MARKER: DS = TRIANGULATION STATION DISK
 BK0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0758_STAMPING: WOOD 1963
 BK0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0758+STABILITY: SURFACE MOTION
 BK0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0758+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 BK0758
 BK0758  HISTORY     - Date     Condition        Report By
 BK0758  HISTORY     - 1963     MONUMENTED       CGS
 BK0758  HISTORY     - 1965     GOOD             CGS
 BK0758  HISTORY     - 1970     GOOD             NGS
 BK0758  HISTORY     - 1970     GOOD             NGS
 BK0758  HISTORY     - 1979     GOOD             LADTD
 BK0758  HISTORY     - 20021102 GOOD             USPSQD
 BK0758  HISTORY     - 20040329 GOOD             LADTD
 BK0758
 BK0758                          STATION DESCRIPTION
 BK0758
 BK0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK0758'THE STATION IS LOCATED ABOUT 1.0 MILE EAST NORTHEAST OF THE
 BK0758'TOWN OF IOWA, 3.5 MILES WEST NORTHWEST OF LACASSINE, 1.45 MILES
 BK0758'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 90 AND 165.
 BK0758'
 BK0758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BK0758'165, GO NORTHEAST ON U.S. HIGHWAY 165 FOR 1.45 MILES TO A
 BK0758'LARGE INTERCHANGE ON INTERSTATE 10, CONTINUE ON U.S. HIGHWAY
 BK0758'165 FOR 0.65 MILE TO THE STATION ON THE RIGHT.
 BK0758'
 BK0758'THE STATION MARK IS A STANDARD DISK STAMPED, WOOD 1963, SET
 BK0758'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 BK0758'2-INCHES BELOW THE GROUND SURFACE.  IT IS 2.0 FEET WEST OF
 BK0758'THE FENCE LINE, 5.0 FEET NORTHWEST OF THE WITNESS POST AND
 BK0758'SIGN, 52.0 FEET EAST OF THE CENTERLINE OF HIGHWAY 165.
 BK0758'
 BK0758'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, WOOD NO. 1
 BK0758'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK0758'WHICH IS 2-INCHES BELOW THE GROUND SURFACE.  IT IS 1.0 FEET
 BK0758'WEST OF THE FENCE LINE, 39.0 FEET SOUTH OF THE WITNESS POST
 BK0758'AND SIGN AND 52.0 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 BK0758'165.
 BK0758'
 BK0758'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, WOOD NO. 2
 BK0758'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 BK0758'WHICH IS 2-INCHES BELOW THE GROUND SURFACE.  IT IS 1.4 FEET
 BK0758'WEST OF THE FENCE LINE, 2.3 FEET SOUTH OF A POWERLINE POLE,
 BK0758'50.6 FEET NORTH OF THE WITNESS POST AND SIGN AND 52.0 FEET
 BK0758'EAST OF THE CENTERLINE OF U.S. HIGHWAY 165.
 BK0758'
 BK0758'AZIMUTH MARK IS A STANDARD DISK STAMPED, WOOD 1963, SET IN
 BK0758'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 BK0758'FLUSH WITH THE GROUND SURFACE.  IT IS 1.2 FEET EAST OF THE
 BK0758'FENCE LINE, 2.0 FEET SOUTHWEST OF POWERLINE POLE NO. 60 AND
 BK0758'2.0 FEET NORTHEAST OF THE WITNESS POST AND SIGN.
 BK0758'
 BK0758'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 BK0758'ON U.S. HIGHWAY 165 FOR 0.5 MILE, TO POWERLINE POLE NO. 60
 BK0758'AND THE AZIMUTH MARK ON THE LEFT, AS DESCRIBED.
 BK0758'
 BK0758'HEIGHT OF LIGHT ABOVE STATION MARK 1.18 METERS.
 BK0758
 BK0758                          STATION RECOVERY (1965)
 BK0758
 BK0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLB)
 BK0758'STATION IS LOCATED 3 MILES EAST NORTHEAST OF IOWA, 3.5 MILES
 BK0758'WEST NORTHWEST OF LACASSINE, 1.45 MILES NORTHEAST OF THE
 BK0758'JUNCTION OF U.S. HWY. 90 AND 165.  THE STATION MARK IS A
 BK0758'STANDARD DISK STAMPED WOOD 1963 AND IS SET IN THE TOP OF A
 BK0758'10 INCH SQUARE CONCRETE POST, THE SURFACE OF WHICH IS 2 INCHES
 BK0758'BELOW THE SURFACE OF THE GROUND, 5 FEET NORTHWEST OF WITNESS
 BK0758'POST AND SIGN, 52.0 FEET EAST OF THE CENTERLINE OF U.S. HWY.
 BK0758'165, 50.0 FEET WEST OF THE WEST RAIL OR RAILROAD TRACK AND
 BK0758'42.0 FEET NORTHWEST OF MILE POST NO. 678/20.
 BK0758'
 BK0758'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WOOD NO.
 BK0758'1-1963 AND IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 BK0758'POST, THE SURFACE OF WHICH IS 2 INCHES BELOW THE SURFACE OF
 BK0758'THE GROUND, 39.0 FEET SOUTH OF WITNESS POST AND SIGN AND
 BK0758'52.0 FEET EAST OF THE CENTERLINE OF U.S. HWY. 165.  REFERENCE
 BK0758'MARK NO. 1 IS 43.16 FEET SOUTH OF THE STATION.
 BK0758'
 BK0758'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WOOD NO. 2-1963
 BK0758'AND IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, THE
 BK0758'SURFACE OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND,
 BK0758'49.0 FEET WEST OF THE WEST RAIL OF RAILROAD TRACK, 52 FEET
 BK0758'EAST OF THE CENTERLINE OF U.S. HWY. 165 AND 2.5 FEET SOUTH
 BK0758'OF A POLE.  REFERENCE MARK NO. 2 IS 46.36 FEET NORTH OF THE
 BK0758'STATION.
 BK0758'
 BK0758'AZIMUTH MARK IS A STANDARD DISK STAMPED WOOD 1963 AND IS
 BK0758'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THE SURFACE
 BK0758'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND, 52.0
 BK0758'FEET WEST OF THE CENTERLINE OF U.S. HWY. 165, 3.0 FEET SOUTH
 BK0758'OF POWER POLE, 24.0 FEET SOUTH OF A FENCE CORNER, 87.0 FEET
 BK0758'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF NORMA ARDOIN
 BK0758'RESIDENCE, IN LINE WITH ROW OF POWER POLES ALONG WEST SIDE
 BK0758'OF HIGHWAY AND 2.0 FEET NORTH NORTHEAST OF WITNESS POST AND
 BK0758'SIGN.
 BK0758'
 BK0758'TO REACH THIS STATION FROM THE JUNCTION OF U.S. HWY. 165 WITH
 BK0758'U.S. HWY. 90, GO NORTHEAST ALONG U.S. HWY. 165 FOR 1.45 MILES
 BK0758'TO A LARGE INTERCHANGE ON INTERSTATE I-10, THENCE CONTINUE ALONG
 BK0758'U.S. HWY. 165 FOR 0.65 MILE TO STATION ON THE RIGHT.
 BK0758
 BK0758                          STATION RECOVERY (1970)
 BK0758
 BK0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RG)
 BK0758'THE STATION MARK, STAMPED WOOD 1963, IS ABOUT 1.15 MILES EAST
 BK0758'ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF THE HIGHWAY AND
 BK0758'STATE HIGHWAY 383 AT IOWA, THENCE 2.1 MILES NORTHEAST ALONG
 BK0758'THE MISSOURI PACIFIC RAILROAD, 251 FEET SOUTHEAST AND ACROSS
 BK0758'U.S. HIGHWAY 165 FROM THE SOUTHEAST CORNER OF A FRAME HOUSE,
 BK0758'50 FEET NORTHWEST OF THE NORTHWEST RAIL, 52 FEET SOUTHEAST
 BK0758'OF THE CENTER LINE OF THE HIGHWAY, 48-1/2 FEET SOUTHWEST OF
 BK0758'A TELEPHONE POLE, 46.36 FEET SOUTHWEST OF R.M. 2, 43.16 FEET
 BK0758'NORTHEAST OF R.M. 1, 4.4 FEET NORTH OF A WOODEN WITNESS POST,
 BK0758'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BK0758'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 BK0758'
 BK0758'R.M. 1, STAMPED WOOD NO 1 1963, IS 43.16 FEET SOUTHWEST OF THE
 BK0758'STATION MARK, 48-1/2 FEET NORTHWEST OF THE NORTHWEST RAIL,
 BK0758'52-1/2 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 165,
 BK0758'107-1/2 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A POWER
 BK0758'POLE WHICH BEARS A TRANSFORMER, 13 FEET NORTHWEST OF A TELEPHONE
 BK0758'POLE, ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 BK0758'IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 BK0758'OF THE GROUND.
 BK0758'
 BK0758'R.M. 2, STAMPED WOOD NO 2 1963, IS 46.36 FEET NORTHEAST OF THE
 BK0758'STATION MARK, 49 FEET NORTHWEST OF THE NORTHWEST RAIL, 52
 BK0758'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 165, 2-1/2
 BK0758'FEET SOUTHWEST OF A TELEPHONE POLE, ABOUT 1-1/2 FEET BELOW
 BK0758'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BK0758'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 BK0758'
 BK0758'THE AZIMUTH MARK, STAMPED WOOD 1963, IS 0.4 MILE NORTHEAST
 BK0758'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION MARK,
 BK0758'7 POLES SOUTHWEST OF MILEPOST 678, 46 YARDS NORTHWEST AND
 BK0758'ACROSS U.S. HIGHWAY 165 FROM THE NORTHWEST RAIL, 52-1/2 FEET
 BK0758'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 86-1/2 FEET
 BK0758'SOUTH OF THE SOUTH CORNER OF A FRAME HOUSE, 74 FEET SOUTH OF
 BK0758'A MAGNOLIA TREE, 3 FEET SOUTHWEST OF A POWER POLE WHICH BEARS
 BK0758'A TRANSFORMER, 149 FEET NORTH AND ACROSS THE HIGHWAY FROM
 BK0758'BENCH MARK H 17, 2.0 FEET NORTHEAST OF A WOODEN WITNESS POST,
 BK0758'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 BK0758'TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 BK0758'SURFACE OF THE GROUND.
 BK0758'
 BK0758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.25 MILES
 BK0758'NORTHEAST
 BK0758
 BK0758                          STATION RECOVERY (1970)
 BK0758
 BK0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BK0758'3.25 MI NE FROM IOWA.
 BK0758'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF THE
 BK0758'HIGHWAY AND STATE HIGHWAY 383 AT IOWA, THENCE 2.1 MILES NORTHEAST
 BK0758'ALONG THE MISSOURI PACIFIC RAILROAD, 251 FEET SOUTHEAST AND ACROSS
 BK0758'U.S. HIGHWAY 165 FROM THE SOUTHEAST CORNER OF A FRAME HOUSE, 50 FEET
 BK0758'NORTHWEST OF THE NORTHWEST RAIL, 52 FEET SOUTHEAST OF THE CENTER LINE
 BK0758'OF THE HIGHWAY, 48 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 46.36 FEET
 BK0758'SOUTHWEST OF WOOD RM 2, 43.16 FEET NORTHEAST OF WOOD RM 1, 4.4 FEET
 BK0758'NORTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 BK0758'IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 BK0758'GROUND.  SEC 22, T 9S, R 6W.
 BK0758
 BK0758                          STATION RECOVERY (1979)
 BK0758
 BK0758'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BK0758'STATION IS LOCATED 3 MILES EAST NORTHEAST OF IOWA, 3.5 MILES WESTT
 BK0758'NORTHWEST OF LACASSINE, 1.45 MILES NORTHEAST OF THE JUNCTION OF U.S.
 BK0758'HIGHWAY 90 & 165 THE STATION MARK IS A STANDARD DISK STAMPED WOOD
 BK0758'1963 AND IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, THE
 BK0758'SURFACE OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND, 5 FEET
 BK0758'NORTHWEST OF WITNESS POST AND SIGN, 52.0 FEET EAST OF THE CENTERLINE
 BK0758'OF U.S. HIGHWAY 165, 50 FEET WEST OF THE WEST RAIL OF RAILROAD TRACK
 BK0758'AND 48.9 FEET SOUTH OF A POLE.
 BK0758
 BK0758                          STATION RECOVERY (2002)
 BK0758
 BK0758'RECOVERY NOTE BY US POWER SQUADRON 2002 (CMM)
 BK0758'RECOVERED IN GOOD CONDITION.
 BK0758
 BK0758                          STATION RECOVERY (2004)
 BK0758
 BK0758'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (SLC)
 BK0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4198 ***********************************************************************
 BJ4198  DESIGNATION -  WOOD
 BJ4198  PID         -  BJ4198
 BJ4198  STATE/COUNTY-  LA/WASHINGTON
 BJ4198  USGS QUAD   -  WILMER (1983)
 BJ4198
 BJ4198                         *CURRENT SURVEY CONTROL
 BJ4198  ___________________________________________________________________
 BJ4198* NAD 83(1992)-  30 52 20.82423(N)    090 17 27.41199(W)     ADJUSTED  
 BJ4198* NAVD 88     -        88.7    (meters)     291.     (feet)  VERTCON   
 BJ4198  ___________________________________________________________________
 BJ4198  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BJ4198  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ4198
 BJ4198  HORZ ORDER  -  SECOND
 BJ4198
 BJ4198.The horizontal coordinates were established by classical geodetic methods
 BJ4198.and adjusted by the National Geodetic Survey in May 1994..
 BJ4198
 BJ4198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4198
 BJ4198.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4198
 BJ4198.The geoid height was determined by GEOID03.
 BJ4198
 BJ4198;                    North         East     Units Scale Factor Converg.
 BJ4198;SPC LA S     -   263,436.161 1,099,687.257   MT  1.00004122   +0 31 16.3
 BJ4198;SPC LA S     -   864,290.14  3,607,890.61   sFT  1.00004122   +0 31 16.3
 BJ4198;UTM  15      - 3,418,609.959   759,012.156   MT  1.00042764   +1 23 27.1
 BJ4198
 BJ4198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4198!SPC LA S     -   0.99999036  x   1.00004122  =   1.00003158
 BJ4198!UTM  15      -   0.99999036  x   1.00042764  =   1.00041799
 BJ4198
 BJ4198|---------------------------------------------------------------------|
 BJ4198| PID    Reference Object                     Distance      Geod. Az  |
 BJ4198|                                                           dddmmss.s |
 BJ4198| BJ4197 WOOD LDH 1970 A POINT                15.908 METERS 07706     |
 BJ4198| CW1667 WOOD AZ MK                                         1181634.5 |
 BJ4198| CW1669 WOOD RM 1                            14.205 METERS 11933     |
 BJ4198| CW1668 WOOD AZ MK 2                                       2850510.6 |
 BJ4198| CW1670 WOOD RM 2                            13.958 METERS 29215     |
 BJ4198|---------------------------------------------------------------------|
 BJ4198
 BJ4198                          SUPERSEDED SURVEY CONTROL
 BJ4198
 BJ4198  NAD 83(1992)-  30 52 20.82823(N)    090 17 27.41015(W) AD(       ) 2
 BJ4198  NAD 83(1986)-  30 52 20.83878(N)    090 17 27.40871(W) AD(       ) 2
 BJ4198  NAD 27      -  30 52 20.18210(N)    090 17 27.08487(W) AD(       ) 2
 BJ4198  NGVD 29 (07/19/86)   88.8    (m)          291.     (f) VERT ANG       
 BJ4198
 BJ4198.Superseded values are not recommended for survey control.
 BJ4198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4198.See file dsdata.txt to determine how the superseded data were derived.
 BJ4198
 BJ4198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5901218610(NAD 83)
 BJ4198_MARKER: DD = SURVEY DISK
 BJ4198_SETTING: 0 = UNSPECIFIED SETTING
 BJ4198
 BJ4198  HISTORY     - Date     Condition        Report By
 BJ4198  HISTORY     - 1970     MONUMENTED       LADH
 BJ4198
 BJ4198                          STATION DESCRIPTION
 BJ4198
 BJ4198'DESCRIBED BY LA DEPT OF HIGHWAYS 1970 (RT)
 BJ4198'THE STATION IS LOCATED 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 BJ4198'440 AND STATE HIGHWAY 450 AND 4.95 MILES WEST OF THE JUNCTION OF
 BJ4198'STATE HIGHWAY 440 AND STATE HIGHWAY 10 AND STATE HIGHWAY 1056 IN THE
 BJ4198'SOUTHWEST 1/4 OF SECTION 15, T2S-R9E, AND ON PROPERTY OWNED BY
 BJ4198'MR.  AUSTIN WOOD.  IT IS 207 FEET EAST OF THE CENTER OF A ROAD
 BJ4198'LEADING TO A TUNG FIELD, 143 FEET SOUTHWEST OF AN 18 INCH PINE
 BJ4198'TREE, 45.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 440, 31 FEET
 BJ4198'NORTHWEST OF A 6 INCH PINE TREE, 5.10 FEET NORTH OF A METAL
 BJ4198'WITNESS POST AND SIGN, AND 4.40 FEET NORTH OF A FENCE.  IT IS A
 BJ4198'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK,
 BJ4198'STAMPED WOOD 1970, 6 INCHES BELOW THE SURFACE.
 BJ4198'
 BJ4198'REFERENCE MARK NO. 1 IS 46.60 FEET SOUTHEAST OF THE STATION.  IT IS
 BJ4198'254 FEET EAST OF THE CENTER OF A ROAD LEADING TO A TUNG FIELD, 46.60
 BJ4198'FEET EAST OF WITNESS POST AT STATION, 42.4 FEET NORTH OF THE CENTER
 BJ4198'OF STATE HIGHWAY 440, AND 1.3 FEET NORTH OF A FENCE.  IT IS A
 BJ4198'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY
 BJ4198'DISK, STAMPED WOOD R.M. 1 1970, PROJECTING 2 INCHES.
 BJ4198'
 BJ4198'REFERENCE MARK NO. 2 IS 45.80 FEET NORTHWEST OF THE STATION.  IT IS
 BJ4198'161 FEET EAST OF CENTER OF A ROAD LEADING TO A TUNG FIELD, 45.45
 BJ4198'FEET WEST OF WITNESS POST AT STATION, 43.0 FEET NORTH OF THE CENTER
 BJ4198'OF STATE HIGHWAY 440, AND 1.4 FEET NORTH OF A FENCE.  IT IS A
 BJ4198'LOUISIANA DEPARTMENT OF HIGHWAYS AND COAST AND GEODETIC SURVEY DISK
 BJ4198'STAMPED WOOD R.M. 2 1970, PROJECTING 2 INCHES.
 BJ4198'
 BJ4198'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 181 FEET
 BJ4198'SOUTHEAST OF AN 8 INCH PINE TREE, 40.5 FEET SOUTH OF THE CENTER OF
 BJ4198'STATE HIGHWAY 440, 2.10 FEET EAST OF A METAL WITNESS POST AND SIGN,
 BJ4198'1.7 FEET NORTH OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF
 BJ4198'HIGHWAYS AND COAST AND GEODETIC SURVEY DISK, STAMPED WOOD AZ. MK.
 BJ4198'1970, PROJECTING 3 INCHES.
 BJ4198'
 BJ4198'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST ALONG STATE
 BJ4198'HIGHWAY 440 FOR 0.3 MILE TO MARK SET ON RIGHT AND SOUTH OF THE
 BJ4198'HIGHWAY NEAR A FENCE.
 BJ4198'
 BJ4198'AZIMUTH MARK 2 IS 0.1 MILE WEST OF THE STATION.  IT IS 63.5 FEET
 BJ4198'SOUTH OF THE CENTER OF STATE HIGHWAY 440, 35.3 FEET EAST OF THE
 BJ4198'CENTER OF STATE HIGHWAY 450, 15 FEET NORTH OF THE CENTER OF A
 BJ4198'GATE, 1.75 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 1.7
 BJ4198'FEET WEST OF A FENCE.  IT IS A LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BJ4198'COAST AND GEODETIC SURVEY DISK STAMPED WOOD AZ. MK. 2 1970,
 BJ4198'PROJECTING 3 INCHES.
 BJ4198'
 BJ4198'TO REACH AZIMUTH MARK 2 FROM THE STATION DRIVE 0.1 MILE WEST ALONG
 BJ4198'STATE HIGHWAY 440 TO JUNCTION WITH STATE HIGHWAY 450.  THE MARK IS
 BJ4198'SET IN THE SOUTHEAST QUADRANT OF THE JUNCTION NEAR A GATE.
 BJ4198'
 BJ4198'TO REACH THE STATION FROM THE PARISH COURTHOUSE IN FRANKLINTON, GO
 BJ4198'WEST-SOUTHWEST ON STATE HIGHWAYS 10 AND 25 FOR 1.1 MILES TO FORK AND
 BJ4198'JUNCTION WITH STATE HIGHWAY 440, TAKE RIGHT FORK ON STATE HIGHWAYS
 BJ4198'10 AND 440 FOR 3.0 MILES TO JUNCTION OF STATE HIGHWAYS 10, 440 AND
 BJ4198'1056 AT RICHARDSON, CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 440
 BJ4198'FOR 4.95 MILES TO STATION SET ON THE RIGHT AND NORTHEAST OF THE
 BJ4198'HIGHWAY IN A TUNG FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2840 ***********************************************************************
 BX2840  DESIGNATION -  WOOD
 BX2840  PID         -  BX2840
 BX2840  STATE/COUNTY-  LA/NATCHITOCHES
 BX2840  USGS QUAD   -  ROBELINE (1988)
 BX2840
 BX2840                         *CURRENT SURVEY CONTROL
 BX2840  ___________________________________________________________________
 BX2840* NAD 83(1992)-  31 42 44.96260(N)    093 15 18.32431(W)     ADJUSTED  
 BX2840* NAVD 88     -        93.7    (meters)     307.     (feet)  VERTCON   
 BX2840  ___________________________________________________________________
 BX2840  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BX2840  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX2840
 BX2840  HORZ ORDER  -  SECOND
 BX2840
 BX2840.The horizontal coordinates were established by classical geodetic methods
 BX2840.and adjusted by the National Geodetic Survey in January 1993..
 BX2840
 BX2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2840
 BX2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2840
 BX2840.The geoid height was determined by GEOID03.
 BX2840
 BX2840;                    North         East     Units Scale Factor Converg.
 BX2840;SPC LA N     -   134,684.029   928,433.642   MT  0.99992112   -0 23 57.2
 BX2840;SPC LA N     -   441,875.85  3,046,036.04   sFT  0.99992112   -0 23 57.2
 BX2840;UTM  15      - 3,508,596.340   475,830.459   MT  0.99960720   -0 08 02.7
 BX2840
 BX2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2840!SPC LA N     -   0.99998938  x   0.99992112  =   0.99991050
 BX2840!UTM  15      -   0.99998938  x   0.99960720  =   0.99959658
 BX2840
 BX2840|---------------------------------------------------------------------|
 BX2840| PID    Reference Object                     Distance      Geod. Az  |
 BX2840|                                                           dddmmss.s |
 BX2840| BX2839 WOOD LDH 1971 RM 1                   25.849 METERS 02921     |
 BX2840| BX2832 HAGEWOOD USE RADIO RELAY MAST       APPROX. 2.0 KM 1640037.2 |
 BX2840| CV8649 WOOD AZ MK                                         2524141.2 |
 BX2840| CV8650 WOOD RM 2                            17.517 METERS 30427     |
 BX2840|---------------------------------------------------------------------|
 BX2840
 BX2840                          SUPERSEDED SURVEY CONTROL
 BX2840
 BX2840  NAD 83(1986)-  31 42 44.97815(N)    093 15 18.31656(W) AD(       ) 2
 BX2840  NAD 27      -  31 42 44.38621(N)    093 15 17.70614(W) AD(       ) 2
 BX2840  NGVD 29 (07/19/86)   93.8    (m)          308.     (f) VERT ANG       
 BX2840
 BX2840.Superseded values are not recommended for survey control.
 BX2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2840.See file dsdata.txt to determine how the superseded data were derived.
 BX2840
 BX2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR7583008596(NAD 83)
 BX2840_MARKER: DD = SURVEY DISK
 BX2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2840
 BX2840  HISTORY     - Date     Condition        Report By
 BX2840  HISTORY     - 1971     MONUMENTED       LADH
 BX2840  HISTORY     - 19950506 MARK NOT FOUND   USPSQD
 BX2840  HISTORY     - 20010923 MARK NOT FOUND   USPSQD
 BX2840
 BX2840                          STATION DESCRIPTION
 BX2840
 BX2840'DESCRIBED BY LA DEPT OF HIGHWAYS 1971 (RT)
 BX2840'THE STATION IS LOCATED 10.5 MILES SOUTHEAST OF NATCHITOCHES, 16
 BX2840'MILES NORTHEAST OF MANY AND 3 MILES NORTHEAST OF ROBELINE, IN THE
 BX2840'NORTHEAST 1/4 OF SECTION 2, T9N, R9W, AND ON THE PROPERTY OWNED BY
 BX2840'LOUISIANA DEPARTMENT OF HIGHWAYS.
 BX2840'
 BX2840'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 120
 BX2840'IN ROBELINE GO NORTHEAST ON STATE HIGHWAY 6 FOR 3.6 MILES TO A SIDE
 BX2840'ROAD ON THE RIGHT LEADING TO THE BIG HILL FIRE TOWER.  THE STATION
 BX2840'IS SET ON THE LEFT AND NORTH OF STATE HIGHWAY 6 ON A HIGH RIDGE NEAR
 BX2840'THE OLD HIGHWAY 6 RIGHT-OF-WAY.
 BX2840'
 BX2840'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ALONG
 BX2840'STATE HIGHWAY 6 FOR APPROXIMATELY 0.6 MILE.  THE MARK IS SET ON THE
 BX2840'LEFT AND SOUTH OF THE HIGHWAY NEAR A LIGHT POLE.
 BX2840'
 BX2840'THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2840'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2840'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 BX2840'SUB-SURFACE MARK DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2840'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 BX2840'STAMPED WOOD 1971.  THE MARK IS 123 FEET NORTH OF THE CENTER OF
 BX2840'STATE HIGHWAY 6, 49 FEET SOUTH OF THE OLD STATE HIGHWAY 6
 BX2840'CENTERLINE, 46 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 BX2840'MARKER, 2.5 FEET WEST OF A METAL WITNESS POST AND SIGN, AND
 BX2840'DIRECTLY NORTH OF THE ROAD LEADING TO THE BIG HILL FIRE TOWER.
 BX2840'
 BX2840'REFERENCE MARK 1 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2840'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2840'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2840'STAMPED WOOD R. M. 1 1971.  IT IS 189 FEET NORTH OF THE CENTER OF
 BX2840'STATE HIGHWAY 6, 110 FEET NORTHEAST OF A CONCRETE HIGHWAY
 BX2840'RIGHT-OF-WAY MARKER, AND 35 FEET NORTH OF THE CENTER OF OLD STATE
 BX2840'HIGHWAY 6.
 BX2840'
 BX2840'REFERENCE MARK 2 IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2840'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2840'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2840'STAMPED WOOD R. M. 2 1971.  IT IS 164 FEET NORTH-NORTHWEST OF THE
 BX2840'CENTER OF STATE HIGHWAY 6, 24 FEET NORTH OF A CONCRETE HIGHWAY
 BX2840'RIGHT-OF-WAY MARKER, AND 22 FEET SOUTH OF THE CENTER OF OLD
 BX2840'STATE HIGHWAY 6.
 BX2840'
 BX2840'THE AZIMUTH MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS AND
 BX2840'U. S. COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A 12 INCH
 BX2840'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BX2840'STAMPED WOOD AZ. MK. 1971.  IT IS 105 FEET SOUTH-SOUTHEAST OF THE
 BX2840'CENTER OF STATE HIGHWAY 6, 36 FEET SOUTHWEST OF A POWER POLE, 22
 BX2840'FEET NORTH-NORTHEAST OF A 10 INCH PINE TREE, AND 2.5 FEET
 BX2840'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BX2840'
 BX2840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BX2840
 BX2840                          STATION RECOVERY (1995)
 BX2840
 BX2840'RECOVERY NOTE BY US POWER SQUADRON 1995
 BX2840'MARK NOT FOUND.
 BX2840
 BX2840                          STATION RECOVERY (2001)
 BX2840
 BX2840'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 BX2840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1345 ***********************************************************************
 AT1345  DESIGNATION -  WOOD PULP MILL BLACK WATER TK
 AT1345  PID         -  AT1345
 AT1345  STATE/COUNTY-  LA/PLAQUEMINES
 AT1345  USGS QUAD   -  BELLE CHASSE (1994)
 AT1345
 AT1345                         *CURRENT SURVEY CONTROL
 AT1345  ___________________________________________________________________
 AT1345* NAD 83(1992)-  29 51 53.03663(N)    089 56 40.50999(W)     ADJUSTED  
 AT1345* NAVD 88     -                                                        
 AT1345  **This station is located in a subsidence area (see below).
 AT1345  ___________________________________________________________________
 AT1345  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1345  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AT1345
 AT1345  HORZ ORDER  -  THIRD
 AT1345
 AT1345.The horizontal coordinates were established by classical geodetic methods
 AT1345.and adjusted by the National Geodetic Survey in January 1993..
 AT1345
 AT1345 ** The orthometric height has not been validated since last determined
 AT1345 ** by differential leveling and should not be used for control purposes.
 AT1345 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1345 ** area with valid NAVD 88 orthometric heights.
 AT1345 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1345 ** epoch indicated which incorporates improved geoid heights for the
 AT1345 ** Southern Louisiana Subsidence area.
 AT1345 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1345
 AT1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1345
 AT1345.The geoid height was determined by GEOID03.
 AT1345
 AT1345;                    North         East     Units Scale Factor Converg.
 AT1345;SPC LA S     -   152,085.923 1,134,163.532   MT  0.99992855   +0 41 39.8
 AT1345;SPC LA S     -   498,968.57  3,721,001.52   sFT  0.99992855   +0 41 39.8
 AT1345;UTM  16      - 3,307,438.454   215,553.547   MT  1.00059839   -1 28 02.1
 AT1345;UTM  15      - 3,307,717.979   795,157.454   MT  1.00067501   +1 31 21.2
 AT1345
 AT1345                          SUPERSEDED SURVEY CONTROL
 AT1345
 AT1345  NAD 83(1986)-  29 51 53.05023(N)    089 56 40.51084(W) AD(       ) 4
 AT1345  NAD 27      -  29 51 52.31028(N)    089 56 40.26699(W) AD(       ) 3
 AT1345
 AT1345.Superseded values are not recommended for survey control.
 AT1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1345.See file dsdata.txt to determine how the superseded data were derived.
 AT1345
 AT1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1555407438(NAD 83)
 AT1345_MARKER: 51 = TANK
 AT1345
 AT1345  HISTORY     - Date     Condition        Report By
 AT1345  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1345
 AT1345                          STATION DESCRIPTION
 AT1345
 AT1345'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1352 ***********************************************************************
 AT1352  DESIGNATION -  WOOD PULP MILL RED WATER TANK
 AT1352  PID         -  AT1352
 AT1352  STATE/COUNTY-  LA/PLAQUEMINES
 AT1352  USGS QUAD   -  BELLE CHASSE (1994)
 AT1352
 AT1352                         *CURRENT SURVEY CONTROL
 AT1352  ___________________________________________________________________
 AT1352* NAD 83(1992)-  29 51 56.82385(N)    089 56 44.02273(W)     ADJUSTED  
 AT1352* NAVD 88     -                                                        
 AT1352  **This station is located in a subsidence area (see below).
 AT1352  ___________________________________________________________________
 AT1352  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1352  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AT1352
 AT1352  HORZ ORDER  -  THIRD
 AT1352
 AT1352.The horizontal coordinates were established by classical geodetic methods
 AT1352.and adjusted by the National Geodetic Survey in January 1993..
 AT1352
 AT1352 ** The orthometric height has not been validated since last determined
 AT1352 ** by differential leveling and should not be used for control purposes.
 AT1352 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1352 ** area with valid NAVD 88 orthometric heights.
 AT1352 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1352 ** epoch indicated which incorporates improved geoid heights for the
 AT1352 ** Southern Louisiana Subsidence area.
 AT1352 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1352
 AT1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1352
 AT1352.The geoid height was determined by GEOID03.
 AT1352
 AT1352;                    North         East     Units Scale Factor Converg.
 AT1352;SPC LA S     -   152,201.380 1,134,067.859   MT  0.99992851   +0 41 38.1
 AT1352;SPC LA S     -   499,347.36  3,720,687.63   sFT  0.99992851   +0 41 38.1
 AT1352;UTM  16      - 3,307,557.516   215,462.235   MT  1.00059904   -1 28 04.0
 AT1352;UTM  15      - 3,307,832.125   795,060.049   MT  1.00067430   +1 31 19.6
 AT1352
 AT1352                          SUPERSEDED SURVEY CONTROL
 AT1352
 AT1352  NAD 83(1986)-  29 51 56.83764(N)    089 56 44.02370(W) AD(       ) 4
 AT1352  NAD 27      -  29 51 56.09700(N)    089 56 43.78005(W) AD(       ) 3
 AT1352
 AT1352.Superseded values are not recommended for survey control.
 AT1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1352.See file dsdata.txt to determine how the superseded data were derived.
 AT1352
 AT1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1546207558(NAD 83)
 AT1352_MARKER: 51 = TANK
 AT1352
 AT1352  HISTORY     - Date     Condition        Report By
 AT1352  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1352
 AT1352                          STATION DESCRIPTION
 AT1352
 AT1352'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1346 ***********************************************************************
 AT1346  DESIGNATION -  WOOD PULP MILL TALL WHITE STK
 AT1346  PID         -  AT1346
 AT1346  STATE/COUNTY-  LA/PLAQUEMINES
 AT1346  USGS QUAD   -  BELLE CHASSE (1994)
 AT1346
 AT1346                         *CURRENT SURVEY CONTROL
 AT1346  ___________________________________________________________________
 AT1346* NAD 83(1992)-  29 51 52.97154(N)    089 56 38.12937(W)     ADJUSTED  
 AT1346* NAVD 88     -                                                        
 AT1346  **This station is located in a subsidence area (see below).
 AT1346  ___________________________________________________________________
 AT1346  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1346  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AT1346
 AT1346  HORZ ORDER  -  THIRD
 AT1346
 AT1346.The horizontal coordinates were established by classical geodetic methods
 AT1346.and adjusted by the National Geodetic Survey in January 1993..
 AT1346
 AT1346 ** The orthometric height has not been validated since last determined
 AT1346 ** by differential leveling and should not be used for control purposes.
 AT1346 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1346 ** area with valid NAVD 88 orthometric heights.
 AT1346 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1346 ** epoch indicated which incorporates improved geoid heights for the
 AT1346 ** Southern Louisiana Subsidence area.
 AT1346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1346
 AT1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1346
 AT1346.The geoid height was determined by GEOID03.
 AT1346
 AT1346;                    North         East     Units Scale Factor Converg.
 AT1346;SPC LA S     -   152,084.694 1,134,227.438   MT  0.99992855   +0 41 41.0
 AT1346;SPC LA S     -   498,964.53  3,721,211.19   sFT  0.99992855   +0 41 41.0
 AT1346;UTM  16      - 3,307,434.813   215,617.404   MT  1.00059795   -1 28 00.9
 AT1346;UTM  15      - 3,307,717.673   795,221.419   MT  1.00067548   +1 31 22.4
 AT1346
 AT1346                          SUPERSEDED SURVEY CONTROL
 AT1346
 AT1346  NAD 83(1986)-  29 51 52.98531(N)    089 56 38.13024(W) AD(       ) 4
 AT1346  NAD 27      -  29 51 52.24542(N)    089 56 37.88619(W) AD(       ) 3
 AT1346
 AT1346.Superseded values are not recommended for survey control.
 AT1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1346.See file dsdata.txt to determine how the superseded data were derived.
 AT1346
 AT1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1561707435(NAD 83)
 AT1346_MARKER: 63 = STACK
 AT1346
 AT1346  HISTORY     - Date     Condition        Report By
 AT1346  HISTORY     - 1934     FIRST OBSERVED   CGS
 AT1346
 AT1346                          STATION DESCRIPTION
 AT1346
 AT1346'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4938 ***********************************************************************
 BJ4938  DESIGNATION -  WOODDALE
 BJ4938  PID         -  BJ4938
 BJ4938  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4938  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ4938
 BJ4938                         *CURRENT SURVEY CONTROL
 BJ4938  ___________________________________________________________________
 BJ4938* NAD 83(1992)-  30 27 54.08398(N)    091 06 53.96267(W)     ADJUSTED  
 BJ4938* NAVD 88     -        67.9    (meters)     223.     (feet)  VERTCON   
 BJ4938  ___________________________________________________________________
 BJ4938  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4938  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4938
 BJ4938  HORZ ORDER  -  FIRST
 BJ4938
 BJ4938.The horizontal coordinates were established by classical geodetic methods
 BJ4938.and adjusted by the National Geodetic Survey in January 1993..
 BJ4938
 BJ4938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4938
 BJ4938.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4938
 BJ4938.The geoid height was determined by GEOID03.
 BJ4938
 BJ4938;                    North         East     Units Scale Factor Converg.
 BJ4938;SPC LA S     -   217,833.921 1,020,967.373   MT  0.99995845   +0 06 33.0
 BJ4938;SPC LA S     -   714,676.79  3,349,623.79   sFT  0.99995845   +0 06 33.0
 BJ4938;UTM  15      - 3,371,825.188   680,967.258   MT  1.00000402   +0 57 21.5
 BJ4938
 BJ4938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4938!SPC LA S     -   0.99999361  x   0.99995845  =   0.99995206
 BJ4938!UTM  15      -   0.99999361  x   1.00000402  =   0.99999763
 BJ4938
 BJ4938|---------------------------------------------------------------------|
 BJ4938| PID    Reference Object                     Distance      Geod. Az  |
 BJ4938|                                                           dddmmss.s |
 BJ4938| CW1671 WOODDALE RP 1                         5.168 METERS 04950     |
 BJ4938| BJ4937 BATON ROUGE TGP CORP MICROWAVE      250.329 METERS 16339     |
 BJ4938| BJ5037 BATON ROUGE RAD KXOK N MAST         APPROX. 5.5 KM 2073659.4 |
 BJ4938| BJ5038 BATON ROUGE PERKINS RD TANK         APPROX. 6.0 KM 2132843.4 |
 BJ4938| BJ5034 BATON ROUGE ST POLICE RAD TWR       APPROX. 2.9 KM 2280148.5 |
 BJ4938| BJ5033 BATON ROUGE LFC RAD MAST            APPROX. 2.6 KM 2312140.0 |
 BJ4938| BJ5053 BATON ROUGE TV STA WBRZ MAST        APPROX. 7.7 KM 2414828.4 |
 BJ4938| BJ5052 BATON ROUGE NAPOLEON ST TANK        APPROX. 7.3 KM 2425906.0 |
 BJ4938| BJ5065 PORT ALLEN USE RAD MAST             APPROX. 9.6 KM 2472901.5 |
 BJ4938| BJ5051 BATON ROUGE TV STA WAFB MAST        APPROX. 6.9 KM 2492553.6 |
 BJ4938| BJ5043 BATON ROUGE PUB WORKS RAD MAST      APPROX. 5.1 KM 2501312.7 |
 BJ4938| BJ5044 BATON ROUGE SACRED HEART CROSS      APPROX. 5.1 KM 2530453.5 |
 BJ4938| BJ5050 BATON ROUGE CIVIL DEF RAD MAST      APPROX. 6.3 KM 2545236.2 |
 BJ4938| BJ5026 BATON ROUGE STANDPIPE               APPROX. 7.4 KM 2545306.5 |
 BJ4938| BJ5054 BATON ROUGE BELL TEL MICROWAVE      APPROX. 7.0 KM 2560848.3 |
 BJ4938| BJ5028 BATON ROUGE ST JOSEPHS SPIRE        APPROX. 7.1 KM 2575850.3 |
 BJ4938| BJ5070 PORT ALLEN SOUTH MUN TANK           APPROX. 9.5 KM 2591306.4 |
 BJ4938| BJ5049 BATON ROUGE KCS RR MICROWAVE        APPROX. 5.8 KM 2622400.2 |
 BJ4938| BJ5048 BATON ROUGE LDH RADIO MAST          APPROX. 5.7 KM 2653631.0 |
 BJ4938| BJ5073 PORT ALLEN NORTH MUN TANK           APPROX. 9.7 KM 2662555.2 |
 BJ4938| BJ5074 PORT ALLEN RAD WYNK TALL MAST       APPROX.10.4 KM 2672809.5 |
 BJ4938| BJ5063 BATON ROUGE GSU W TRANSM TOWER      APPROX. 8.9 KM 2891847.5 |
 BJ4938| BJ5062 BATON ROUGE GSU E TRANSM TOWER      APPROX. 7.9 KM 2920416.3 |
 BJ4938| BJ5055 BATON ROUGE GSU TANK                APPROX. 7.5 KM 2925235.3 |
 BJ4938| BJ5032 BATON ROUGE GSU RADIO MAST          APPROX. 2.0 KM 2992804.6 |
 BJ4938| BJ4764 BATON ROUGE IDEAL CEM CO STACK      APPROX. 8.8 KM 3034330.1 |
 BJ4938| BJ4760 BATON ROUGE CHEM CO TANK            APPROX. 8.4 KM 3070852.1 |
 BJ4938| CW1672 WOODDALE RP 2                         5.052 METERS 31013     |
 BJ4938|---------------------------------------------------------------------|
 BJ4938
 BJ4938                          SUPERSEDED SURVEY CONTROL
 BJ4938
 BJ4938  NAD 83(1986)-  30 27 54.10201(N)    091 06 53.96043(W) AD(       ) 1
 BJ4938  NAD 27      -  30 27 53.41901(N)    091 06 53.57894(W) AD(       ) 1
 BJ4938  NGVD 29 (07/19/86)   67.9    (m)          223.     (f) VERT ANG       
 BJ4938
 BJ4938.Superseded values are not recommended for survey control.
 BJ4938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4938.See file dsdata.txt to determine how the superseded data were derived.
 BJ4938
 BJ4938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8096771825(NAD 83)
 BJ4938_MARKER: DS = TRIANGULATION STATION DISK
 BJ4938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ4938
 BJ4938  HISTORY     - Date     Condition        Report By
 BJ4938  HISTORY     - 1970     MONUMENTED       NGS
 BJ4938  HISTORY     - 1974     GOOD             NGS
 BJ4938
 BJ4938                          STATION DESCRIPTION
 BJ4938
 BJ4938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4938'THE STATION IS LOCATED ON THE ROOF OF THE WOODDALE TOWER BUILDING.
 BJ4938'ADDRESS--1885 WOODDALE BOULEVARD, ROOM 306, BATON ROUGE, LOUISIANA
 BJ4938'70806.  TELEPHONE NUMBER 926-8177.
 BJ4938'
 BJ4938'THE STATION MARK IS A STANDARD DISK STAMPED WOODDALE 1970.  THE
 BJ4938'SURFACE DISK IS SET IN THE TOP OF A 4-INCH CYLINDRICAL CONCRETE
 BJ4938'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE ROOF TOP.  IT IS 16 FEET
 BJ4938'SOUTHWEST OF THE NORTHEAST CORNER OF THE BUILDING AND 16 FEET
 BJ4938'SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING.  THE
 BJ4938'SUBSURFACE MARK IS A DRILL HOLE IN THE CONCRETE ROOF TOP.
 BJ4938'
 BJ4938'REFERENCE POINT 1, A NAIL HEAD IN THE NORTHEAST CORNER OF THE
 BJ4938'BUILDING.
 BJ4938'
 BJ4938'REFERENCE POINT 2, A NAIL HEAD IN THE NORTHWEST CORNER OF THE
 BJ4938'BUILDING.
 BJ4938'
 BJ4938'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 BJ4938
 BJ4938                          STATION RECOVERY (1974)
 BJ4938
 BJ4938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RT)
 BJ4938'THE STATION WAS VISITED 8-6-74 AND THE STATION MARK, REFERENCE POINT
 BJ4938'1 AND REFERENCE POINT 2 WERE FOUND TO BE IN GOOD CONDITION.
 BJ4938'
 BJ4938'THE 1970 DESCRIPTION IS ADEQUATE FOR THIS STATION.
 BJ4938'
 BJ4938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 BJ4938'DOWNTOWN BATON ROUGE.
 BJ4938'
 BJ4938'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1303 ***********************************************************************
 AT1303  DESIGNATION -  WOODLAND SO BELL TEL CO MAST
 AT1303  PID         -  AT1303
 AT1303  STATE/COUNTY-  LA/PLAQUEMINES
 AT1303  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT1303
 AT1303                         *CURRENT SURVEY CONTROL
 AT1303  ___________________________________________________________________
 AT1303* NAD 83(1992)-  29 35 10.86505(N)    089 49 57.25404(W)     ADJUSTED  
 AT1303* NAVD 88     -                                                        
 AT1303  **This station is located in a subsidence area (see below).
 AT1303  ___________________________________________________________________
 AT1303  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AT1303  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AT1303
 AT1303  HORZ ORDER  -  THIRD
 AT1303
 AT1303.The horizontal coordinates were established by classical geodetic methods
 AT1303.and adjusted by the National Geodetic Survey in January 1993..
 AT1303
 AT1303 ** The orthometric height has not been validated since last determined
 AT1303 ** by differential leveling and should not be used for control purposes.
 AT1303 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1303 ** area with valid NAVD 88 orthometric heights.
 AT1303 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1303 ** epoch indicated which incorporates improved geoid heights for the
 AT1303 ** Southern Louisiana Subsidence area.
 AT1303 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1303
 AT1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1303
 AT1303.The geoid height was determined by GEOID03.
 AT1303
 AT1303;                    North         East     Units Scale Factor Converg.
 AT1303;SPC LA S     -   121,368.987 1,145,388.597   MT  0.99995174   +0 45 01.4
 AT1303;SPC LA S     -   398,191.42  3,757,829.09   sFT  0.99995174   +0 45 01.4
 AT1303;UTM  16      - 3,276,301.573   225,621.561   MT  1.00052901   -1 23 57.9
 AT1303
 AT1303                          SUPERSEDED SURVEY CONTROL
 AT1303
 AT1303  NAD 83(1986)-  29 35 10.87673(N)    089 49 57.25860(W) AD(       ) 4
 AT1303  NAD 27      -  29 35 10.10765(N)    089 49 57.01263(W) AD(       ) 3
 AT1303
 AT1303.Superseded values are not recommended for survey control.
 AT1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1303.See file dsdata.txt to determine how the superseded data were derived.
 AT1303
 AT1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2562276302(NAD 83)
 AT1303_MARKER: 53 = ELEVATED TANK
 AT1303
 AT1303  HISTORY     - Date     Condition        Report By
 AT1303  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1303
 AT1303                          STATION DESCRIPTION
 AT1303
 AT1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 AT1303'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A 3 LEGGED
 AT1303'GUYED STEEL
 AT1303'STRUCTURE PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS
 AT1303'WITH TWO SQUARE REFLECTOR
 AT1303'SCREENS ON TOP.  THE OVERALL HEIGHT IS ABOUT 200 FEET.
 AT1303'
 AT1303'STATION IS ABOUT 8 MILES SOUTHEAST OF MYRTLE GROVE, 1 MILE
 AT1303'SOUTH-SOUTHEAST OF PT.
 AT1303'CELESTE, 3/4 MILE WEST OF THE WEST EDGE OF THE MISSISSIPPI
 AT1303'RIVER AND ABOUT 200 FEET
 AT1303'EAST OF THE CENTER OF STATE HIGHWAY 23.
 AT1303'
 AT1303'TO REACH FROM THE WEST ENTRANCE TO THE PT. A LA HACHE FERRY LANDING,
 AT1303'GO NORTHWEST ON
 AT1303'STATE HIGHWAY 23 FOR 2.5 MILES TO THE STATION ON THE
 AT1303'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6407 ***********************************************************************
 AH6407  DESIGNATION -  WOODLAWN
 AH6407  PID         -  AH6407
 AH6407  STATE/COUNTY-  LA/TERREBONNE
 AH6407  USGS QUAD   -  HOUMA (1980)
 AH6407
 AH6407                         *CURRENT SURVEY CONTROL
 AH6407  ___________________________________________________________________
 AH6407* NAD 83(1992)-  29 33 15.29839(N)    090 40 53.32087(W)     ADJUSTED  
 AH6407* NAVD 88     -         1.6  **(meters)       5.   **(feet)  GPS OBS   
 AH6407  **This station is located in a subsidence area (see below).
 AH6407  ___________________________________________________________________
 AH6407  X           -     -66,043.341 (meters)                     COMP
 AH6407  Y           -  -5,552,381.977 (meters)                     COMP
 AH6407  Z           -   3,127,475.315 (meters)                     COMP
 AH6407  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6407  ELLIP HEIGHT-         -23.71  (meters)          (02/21/02) GPS OBS
 AH6407  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6407
 AH6407  HORZ ORDER  -  FIRST
 AH6407  ELLP ORDER  -  FIFTH     CLASS I
 AH6407
 AH6407.The horizontal coordinates were established by GPS observations
 AH6407.and adjusted by the National Geodetic Survey in December 1998..
 AH6407
 AH6407 ** The orthometric height has not been validated since last determined
 AH6407 ** by differential leveling and should not be used for control purposes.
 AH6407 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6407 ** area with valid NAVD 88 orthometric heights.
 AH6407 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6407 ** epoch indicated which incorporates improved geoid heights for the
 AH6407 ** Southern Louisiana Subsidence area.
 AH6407 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6407.The orthometric height was determined by GPS observations and a
 AH6407.high-resolution geoid model.
 AH6407
 AH6407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6407
 AH6407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6407
 AH6407.The ellipsoidal height was determined by GPS observations
 AH6407.and is referenced to NAD 83.
 AH6407
 AH6407.The geoid height was determined by GEOID03.
 AH6407
 AH6407;                    North         East     Units Scale Factor Converg.
 AH6407;SPC LA S     -   117,038.407 1,063,171.147   MT  0.99995592   +0 19 33.4
 AH6407;SPC LA S     -   383,983.51  3,488,087.34   sFT  0.99995592   +0 19 33.4
 AH6407;UTM  15      - 3,271,636.912   724,640.369   MT  1.00022270   +1 08 38.7
 AH6407
 AH6407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6407!SPC LA S     -   1.00000372  x   0.99995592  =   0.99995964
 AH6407!UTM  15      -   1.00000372  x   1.00022270  =   1.00022642
 AH6407
 AH6407:                Primary Azimuth Mark                     Grid Az
 AH6407:SPC LA S     -  WOODLAWN AZ MK                           259 18 28.9
 AH6407:UTM  15      -  WOODLAWN AZ MK                           258 29 23.6
 AH6407
 AH6407|---------------------------------------------------------------------|
 AH6407| PID    Reference Object                     Distance      Geod. Az  |
 AH6407|                                                           dddmmss.s |
 AH6407| AH6207 WOODLAWN AZ MK                      APPROX. 0.6 KM 2593802.3 |
 AH6407|---------------------------------------------------------------------|
 AH6407
 AH6407                          SUPERSEDED SURVEY CONTROL
 AH6407
 AH6407  ELLIP H (12/17/98)  -23.66   (m)                       GP(       ) 4 2
 AH6407
 AH6407.Superseded values are not recommended for survey control.
 AH6407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6407.See file dsdata.txt to determine how the superseded data were derived.
 AH6407
 AH6407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2464071637(NAD 83)
 AH6407_MARKER: DD = SURVEY DISK
 AH6407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6407_STAMPING: WOODLAWN 1989
 AH6407_MARK LOGO: LA-109
 AH6407_PROJECTION: FLUSH
 AH6407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6407+STABILITY: SURFACE MOTION
 AH6407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6407+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6407
 AH6407  HISTORY     - Date     Condition        Report By
 AH6407  HISTORY     - 1990     MONUMENTED       GSENG
 AH6407
 AH6407                          STATION DESCRIPTION
 AH6407
 AH6407'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6407'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA, TOWNSHIP 17 SOUTH
 AH6407'RANGE 17 EAST SECTION 12, NEAR THE INTERSECTION OF STATE HIGHWAY 57
 AH6407'AND WOODLAWN RANCH ROAD.  STATION IS APPROXIMATELY 500.00 FT (152.40
 AH6407'M) WEST OF THE INTERSECTION.  HIGHWAY IS ALSO KNOWN AS GRAND CAILLOU
 AH6407'ROAD. MONUMENT IS SET IN A GRASSY AREA BETWEEN THE RAILROAD TRACK AND
 AH6407'A DRAINAGE DITCH ALONG THE NORTHERN EDGE OF WOODLAWN RANCH ROAD.
 AH6407'MONUMENT IS A TERREBONNE PARISH L.I.S. BRASS DISK SET IN CONCRETE AND
 AH6407'IS RECESSED 0.35 FT (10.67 CM) BELOW THE GROUND SURFACE. MONUMENT IS
 AH6407'94.50 FT (28.80 M) NORTH OF A POWER POLE WITH NAIL/SHINER, 37.88 FT
 AH6407'(11.55 M) EASTERLY OF A NAIL/SHINER SET ON A RAILROAD TIE, 47.05 FT
 AH6407'(14.34 M) SOUTHWESTERLY OF A NAIL/SHINER SET ON A RAILROAD TIE.
 AH6407'MONUMENT IS 19.00 FT (5.79 M) SOUTH OF THE SOUTHERLY RAIL OF THE
 AH6407'TRACK, 47.00 FT (14.33 M) NORTH OF THE CENTERLINE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6207 ***********************************************************************
 AH6207  DESIGNATION -  WOODLAWN AZ MK
 AH6207  PID         -  AH6207
 AH6207  STATE/COUNTY-  LA/TERREBONNE
 AH6207  USGS QUAD   -  HOUMA (1980)
 AH6207
 AH6207                         *CURRENT SURVEY CONTROL
 AH6207  ___________________________________________________________________
 AH6207* NAD 83(1992)-  29 33 11.77802(N)    090 41 15.32902(W)     ADJUSTED  
 AH6207* NAVD 88     -         1.2  **(meters)       4.   **(feet)  GPS OBS   
 AH6207  **This station is located in a subsidence area (see below).
 AH6207  ___________________________________________________________________
 AH6207  X           -     -66,636.409 (meters)                     COMP
 AH6207  Y           -  -5,552,427.985 (meters)                     COMP
 AH6207  Z           -   3,127,380.813 (meters)                     COMP
 AH6207  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6207  ELLIP HEIGHT-         -24.14  (meters)          (02/21/02) GPS OBS
 AH6207  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6207
 AH6207  HORZ ORDER  -  FIRST
 AH6207  ELLP ORDER  -  FIFTH     CLASS I
 AH6207
 AH6207.The horizontal coordinates were established by GPS observations
 AH6207.and adjusted by the National Geodetic Survey in December 1998..
 AH6207
 AH6207 ** The orthometric height has not been validated since last determined
 AH6207 ** by differential leveling and should not be used for control purposes.
 AH6207 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6207 ** area with valid NAVD 88 orthometric heights.
 AH6207 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6207 ** epoch indicated which incorporates improved geoid heights for the
 AH6207 ** Southern Louisiana Subsidence area.
 AH6207 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6207.The orthometric height was determined by GPS observations and a
 AH6207.high-resolution geoid model.
 AH6207
 AH6207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6207
 AH6207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6207
 AH6207.The ellipsoidal height was determined by GPS observations
 AH6207.and is referenced to NAD 83.
 AH6207
 AH6207.The geoid height was determined by GEOID03.
 AH6207
 AH6207;                    North         East     Units Scale Factor Converg.
 AH6207;SPC LA S     -   116,926.666 1,062,579.318   MT  0.99995605   +0 19 22.4
 AH6207;SPC LA S     -   383,616.90  3,486,145.65   sFT  0.99995605   +0 19 22.4
 AH6207;UTM  15      - 3,271,516.700   724,050.039   MT  1.00021943   +1 08 27.7
 AH6207
 AH6207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6207!SPC LA S     -   1.00000379  x   0.99995605  =   0.99995984
 AH6207!UTM  15      -   1.00000379  x   1.00021943  =   1.00022322
 AH6207
 AH6207:                Primary Azimuth Mark                     Grid Az
 AH6207:SPC LA S     -  WOODLAWN                                 079 18 29.0
 AH6207:UTM  15      -  WOODLAWN                                 078 29 23.7
 AH6207
 AH6207|---------------------------------------------------------------------|
 AH6207| PID    Reference Object                     Distance      Geod. Az  |
 AH6207|                                                           dddmmss.s |
 AH6207| AH6407 WOODLAWN                            APPROX. 0.6 KM 0793751.4 |
 AH6207|---------------------------------------------------------------------|
 AH6207
 AH6207                          SUPERSEDED SURVEY CONTROL
 AH6207
 AH6207  ELLIP H (12/17/98)  -24.11   (m)                       GP(       ) 4 2
 AH6207
 AH6207.Superseded values are not recommended for survey control.
 AH6207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6207.See file dsdata.txt to determine how the superseded data were derived.
 AH6207
 AH6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2405071517(NAD 83)
 AH6207_MARKER: DD = SURVEY DISK
 AH6207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6207_STAMPING: WOODLAWN AZ MK 1989
 AH6207_MARK LOGO: LA-109
 AH6207_PROJECTION: FLUSH
 AH6207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6207+STABILITY: SURFACE MOTION
 AH6207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6207+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6207
 AH6207  HISTORY     - Date     Condition        Report By
 AH6207  HISTORY     - 1990     MONUMENTED       GSENG
 AH6207
 AH6207                          STATION DESCRIPTION
 AH6207
 AH6207'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6207'MONUMENT IS LOCATED SOUTHEAST OF THE CITY OF HOUMA, TOWNSHIP 17 SOUTH
 AH6207'RANGE 17 EAST SECTION 12, APPROXIMATELY 0.35 MI (0.56 KM) WEST OF THE
 AH6207'INTERSECTION OF STATE HIGHWAY 57(GRAND CAILLOU ROAD) AND WOODLAWN
 AH6207'RANCH ROAD.  MONUMENT IS SET ON THE SOUTHERLY EDGE OF WOODLAWN RANCH
 AH6207'ROAD IMMEDIATELY WEST OF THE RAILROAD TRACK THAT CROSSES WOODLAWN
 AH6207'RANCH ROAD.  MONUMENT IS A TERREBONNE PARISH L.I.S. BRASS DISK AND IS
 AH6207'STAMPED WOODLAWN AZ MK 1989 AND IS RECESSED 0.35 FT (10.67 CM) BELOW
 AH6207'THE GROUND SURFACE.  MONUMENT IS APPROXIMATELY 0.3 MI (0.5 KM) WEST OF
 AH6207'WOODLAWN TRIANGULATION STATION. MONUMENT IS 92.80 FT (28.29 M)
 AH6207'NORTHEASTERLY OF A POWER POLE WITH NAIL/SHINER, 13.83 FT (4.22 M)
 AH6207'NORTHWESTERLY OF A NAIL/SHINER SET ON A RAILROAD TIE, 37.15 FT (11.32
 AH6207'M) NORTH-NORTHWESTERLY OF A NAIL/SHINER SET ON A RAILROAD TIE.
 AH6207'MONUMENT IS 27.00 FT (8.23 M) SOUTH OF THE CENTERLINE OF WOODLAWN
 AH6207'RANCH ROAD AND 9.50 FT (2.90 M) WEST OF THE WESTERLY RAIL OF THE
 AH6207'RAILROAD TRACK. MONUMENT IS APPROXIMATELY 100.00 FT (30.48 M) EAST OF
 AH6207'ROLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2964 ***********************************************************************
 BK2964  DESIGNATION -  WOODLAWN ST HWY DEPT RAD MAST
 BK2964  PID         -  BK2964
 BK2964  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2964  USGS QUAD   -  FENTON (1985)
 BK2964
 BK2964                         *CURRENT SURVEY CONTROL
 BK2964  ___________________________________________________________________
 BK2964* NAD 83(1992)-  30 17 22.26278(N)    092 57 42.66924(W)     ADJUSTED  
 BK2964* NAVD 88     -                                                        
 BK2964  **This station is located in a subsidence area (see below).
 BK2964  ___________________________________________________________________
 BK2964  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BK2964  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2964
 BK2964  HORZ ORDER  -  THIRD
 BK2964
 BK2964.The horizontal coordinates were established by classical geodetic methods
 BK2964.and adjusted by the National Geodetic Survey in January 1993..
 BK2964
 BK2964 ** The orthometric height has not been validated since last determined
 BK2964 ** by differential leveling and should not be used for control purposes.
 BK2964 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2964 ** area with valid NAVD 88 orthometric heights.
 BK2964 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2964 ** epoch indicated which incorporates improved geoid heights for the
 BK2964 ** Southern Louisiana Subsidence area.
 BK2964 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2964
 BK2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2964
 BK2964.The geoid height was determined by GEOID03.
 BK2964
 BK2964;                    North         East     Units Scale Factor Converg.
 BK2964;SPC LA S     -   199,471.799   843,343.268   MT  0.99993839   -0 48 51.4
 BK2964;SPC LA S     -   654,433.73  2,766,868.71   sFT  0.99993839   -0 48 51.4
 BK2964;UTM  15      - 3,350,867.554   503,668.505   MT  0.99960017   +0 01 09.3
 BK2964
 BK2964                          SUPERSEDED SURVEY CONTROL
 BK2964
 BK2964  NAD 83(1986)-  30 17 22.28362(N)    092 57 42.66301(W) AD(       ) 4
 BK2964  NAD 27      -  30 17 21.54345(N)    092 57 42.12650(W) AD(       ) 3
 BK2964
 BK2964.Superseded values are not recommended for survey control.
 BK2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2964.See file dsdata.txt to determine how the superseded data were derived.
 BK2964
 BK2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0366950868(NAD 83)
 BK2964_MARKER: 42 = RADIO/TV MAST
 BK2964_MARK LOGO: CGS   
 BK2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2964+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 BK2964
 BK2964  HISTORY     - Date     Condition        Report By
 BK2964  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2964  HISTORY     - 1974     GOOD             NGS
 BK2964  HISTORY     - 19910910 GOOD             LADTD
 BK2964  HISTORY     - 19961221 GOOD             USPSQD
 BK2964
 BK2964                          STATION DESCRIPTION
 BK2964
 BK2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2964'THE STATION IS LOCATED IN THE SOUTH EDGE OF THE TOWN OF
 BK2964'WOODLAWN, 0.1 MILE WEST OF U.S. HIGHWAY 165.  IT IS PAINTED
 BK2964'ALTERNATE RED AND WHITE AND HAS A RED LIGHT AND ANTENNA ON THE
 BK2964'TOP, IT IS 330 FEET HIGH.  THE INTERSECTING POINT WAS THE TOP
 BK2964'CENTER.
 BK2964
 BK2964                          STATION RECOVERY (1974)
 BK2964
 BK2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2964'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK2964'
 BK2964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTH EDGE
 BK2964'OF WOODLAWN
 BK2964
 BK2964                          STATION RECOVERY (1991)
 BK2964
 BK2964'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 BK2964'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE TOWN OF WOODLAWN,
 BK2964'0.1 MI (0.2 KM) WEST OF U S HIGHWAY 165, 0.05 SOUTH OF STATE HIGHWAY
 BK2964'101.  OWNERSHIP--UNKNOWN. THE STATION IS THE TOP CENTER OF THE MAST,
 BK2964'PAINTED ALTERNATE RED AND WHITE, WITH A RED LIGHT AND TWO ANTENNAS ON
 BK2964'THE TOP, WITH AN OVERALL HEIGHT OF 330 FT.
 BK2964
 BK2964                          STATION RECOVERY (1996)
 BK2964
 BK2964'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2961 ***********************************************************************
 BK2961  DESIGNATION -  WOODLAWN TRUNK GAS PLINE MAST
 BK2961  PID         -  BK2961
 BK2961  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2961  USGS QUAD   -  FENTON (1985)
 BK2961
 BK2961                         *CURRENT SURVEY CONTROL
 BK2961  ___________________________________________________________________
 BK2961* NAD 83(1992)-  30 17 42.33979(N)    092 57 19.18092(W)     ADJUSTED  
 BK2961* NAVD 88     -                                                        
 BK2961  **This station is located in a subsidence area (see below).
 BK2961  ___________________________________________________________________
 BK2961  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BK2961  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2961
 BK2961  HORZ ORDER  -  THIRD
 BK2961
 BK2961.The horizontal coordinates were established by classical geodetic methods
 BK2961.and adjusted by the National Geodetic Survey in January 1993..
 BK2961
 BK2961 ** The orthometric height has not been validated since last determined
 BK2961 ** by differential leveling and should not be used for control purposes.
 BK2961 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2961 ** area with valid NAVD 88 orthometric heights.
 BK2961 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2961 ** epoch indicated which incorporates improved geoid heights for the
 BK2961 ** Southern Louisiana Subsidence area.
 BK2961 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2961
 BK2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2961
 BK2961.The geoid height was determined by GEOID03.
 BK2961
 BK2961;                    North         East     Units Scale Factor Converg.
 BK2961;SPC LA S     -   200,081.043   843,979.609   MT  0.99993888   -0 48 39.7
 BK2961;SPC LA S     -   656,432.56  2,768,956.43   sFT  0.99993888   -0 48 39.7
 BK2961;UTM  15      - 3,351,485.781   504,295.704   MT  0.99960023   +0 01 21.1
 BK2961
 BK2961                          SUPERSEDED SURVEY CONTROL
 BK2961
 BK2961  NAD 83(1986)-  30 17 42.36061(N)    092 57 19.17475(W) AD(       ) 4
 BK2961  NAD 27      -  30 17 41.62036(N)    092 57 18.63752(W) AD(       ) 3
 BK2961
 BK2961.Superseded values are not recommended for survey control.
 BK2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2961.See file dsdata.txt to determine how the superseded data were derived.
 BK2961
 BK2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0429651486(NAD 83)
 BK2961_MARKER: 44 = MICROWAVE MAST
 BK2961
 BK2961  HISTORY     - Date     Condition        Report By
 BK2961  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2961  HISTORY     - 1974     GOOD             NGS
 BK2961  HISTORY     - 19961221 GOOD             USPSQD
 BK2961
 BK2961                          STATION DESCRIPTION
 BK2961
 BK2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2961'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE TOWN OF
 BK2961'WOODLAWN.  0.1 MILE EAST OF U.S. HIGHWAY 165.  IT IS PAINTED
 BK2961'ALTERNATE SECTIONS OF ORANGE AND WHITE AND IS APPROXIMATELY
 BK2961'350 FEET HIGH.  THE INTERSECTION POINT WAS THE TOP CENTER.
 BK2961
 BK2961                          STATION RECOVERY (1974)
 BK2961
 BK2961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 BK2961'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK2961'
 BK2961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHEAST
 BK2961'EDGE OF WOODLAWN
 BK2961
 BK2961                          STATION RECOVERY (1996)
 BK2961
 BK2961'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2967 ***********************************************************************
 BK2967  DESIGNATION -  WOODLAWN UNITED GAS PLINE MAST
 BK2967  PID         -  BK2967
 BK2967  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK2967  USGS QUAD   -  FENTON (1985)
 BK2967
 BK2967                         *CURRENT SURVEY CONTROL
 BK2967  ___________________________________________________________________
 BK2967* NAD 83(1992)-  30 20 13.14122(N)    092 56 02.76631(W)     ADJUSTED  
 BK2967* NAVD 88     -                                                        
 BK2967  **This station is located in a subsidence area (see below).
 BK2967  ___________________________________________________________________
 BK2967  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BK2967  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2967
 BK2967  HORZ ORDER  -  THIRD
 BK2967
 BK2967.The horizontal coordinates were established by classical geodetic methods
 BK2967.and adjusted by the National Geodetic Survey in January 1993..
 BK2967
 BK2967 ** The orthometric height has not been validated since last determined
 BK2967 ** by differential leveling and should not be used for control purposes.
 BK2967 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2967 ** area with valid NAVD 88 orthometric heights.
 BK2967 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2967 ** epoch indicated which incorporates improved geoid heights for the
 BK2967 ** Southern Louisiana Subsidence area.
 BK2967 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2967
 BK2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2967
 BK2967.The geoid height was determined by GEOID03.
 BK2967
 BK2967;                    North         East     Units Scale Factor Converg.
 BK2967;SPC LA S     -   204,695.356   846,086.107   MT  0.99994289   -0 48 01.5
 BK2967;SPC LA S     -   671,571.35  2,775,867.50   sFT  0.99994289   -0 48 01.5
 BK2967;UTM  15      - 3,356,128.672   506,334.151   MT  0.99960049   +0 01 59.8
 BK2967
 BK2967                          SUPERSEDED SURVEY CONTROL
 BK2967
 BK2967  NAD 83(1986)-  30 20 13.16140(N)    092 56 02.76015(W) AD(       ) 4
 BK2967  NAD 27      -  30 20 12.42518(N)    092 56 02.22442(W) AD(       ) 3
 BK2967
 BK2967.Superseded values are not recommended for survey control.
 BK2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2967.See file dsdata.txt to determine how the superseded data were derived.
 BK2967
 BK2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0633456129(NAD 83)
 BK2967_MARKER: 42 = RADIO/TV MAST
 BK2967
 BK2967  HISTORY     - Date     Condition        Report By
 BK2967  HISTORY     - 1963     FIRST OBSERVED   CGS
 BK2967  HISTORY     - 19961221 GOOD             USPSQD
 BK2967
 BK2967                          STATION DESCRIPTION
 BK2967
 BK2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 BK2967'THE STATION IS LOCATED 2-1/4 MILES NORTH OF THE TOWN OF WOODLAWN,
 BK2967'3.15 MILES SOUTH OF FENTON ON THE WEST SIDE OF U.S. HIGHWAY 165
 BK2967'AND ABOUT 1/4 MILE SOUTH OF THE IOWA COMPRESSOR STATION.  IT
 BK2967'IS PAINTED IN ALTERNATE SECTIONS ORANGE AND WHITE WITH AN
 BK2967'OBSERVATION LIGHT AND ANTENNA ON THE TOP.  THE INTERSECTING
 BK2967'POINT WAS THE TOP CENTER.
 BK2967
 BK2967                          STATION RECOVERY (1996)
 BK2967
 BK2967'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2718 ***********************************************************************
 BX2718  DESIGNATION -  WOODWORTH FEDERAL FIRE TOWER
 BX2718  PID         -  BX2718
 BX2718  STATE/COUNTY-  LA/RAPIDES
 BX2718  USGS QUAD   -  WOODWORTH WEST (1993)
 BX2718
 BX2718                         *CURRENT SURVEY CONTROL
 BX2718  ___________________________________________________________________
 BX2718* NAD 83(1992)-  31 10 55.69560(N)    092 33 31.73794(W)     ADJUSTED  
 BX2718* NAVD 88     -                                                        
 BX2718  ___________________________________________________________________
 BX2718  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BX2718  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BX2718
 BX2718  HORZ ORDER  -  THIRD
 BX2718
 BX2718.The horizontal coordinates were established by classical geodetic methods
 BX2718.and adjusted by the National Geodetic Survey in January 1993..
 BX2718
 BX2718
 BX2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2718
 BX2718.The geoid height was determined by GEOID03.
 BX2718
 BX2718;                    North         East     Units Scale Factor Converg.
 BX2718;SPC LA N     -    75,635.130   994,393.537   MT  0.99999653   -0 01 51.9
 BX2718;SPC LA N     -   248,146.26  3,262,439.46   sFT  0.99999653   -0 01 51.9
 BX2718;UTM  15      - 3,449,871.447   542,038.019   MT  0.99962180   +0 13 42.4
 BX2718
 BX2718                          SUPERSEDED SURVEY CONTROL
 BX2718
 BX2718  NAD 83(1986)-  31 10 55.71434(N)    092 33 31.73314(W) AD(       ) 4
 BX2718  NAD 27      -  31 10 55.04600(N)    092 33 31.22986(W) AD(       ) 3
 BX2718
 BX2718.Superseded values are not recommended for survey control.
 BX2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2718.See file dsdata.txt to determine how the superseded data were derived.
 BX2718
 BX2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ4203849871(NAD 83)
 BX2718_MARKER: 55 = TOWER
 BX2718
 BX2718  HISTORY     - Date     Condition        Report By
 BX2718  HISTORY     - 1934     FIRST OBSERVED   CGS
 BX2718  HISTORY     - 1943     GOOD             USE
 BX2718  HISTORY     - 1952     GOOD             AMS
 BX2718  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2718
 BX2718                          STATION DESCRIPTION
 BX2718
 BX2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 BX2718'TOWER IS SE OF WOODWORTH.
 BX2718
 BX2718                          STATION RECOVERY (1943)
 BX2718
 BX2718'RECOVERY NOTE BY US ENGINEERS 1943
 BX2718'TOWER STILL STANDING.
 BX2718
 BX2718                          STATION RECOVERY (1952)
 BX2718
 BX2718'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BX2718'STATION RECOVERED AS DESCRIBED.
 BX2718
 BX2718                          STATION RECOVERY (1999)
 BX2718
 BX2718'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2625 ***********************************************************************
 BX2625  DESIGNATION -  WOODWORTH SE STATE FIRE TOWER
 BX2625  PID         -  BX2625
 BX2625  STATE/COUNTY-  LA/RAPIDES
 BX2625  USGS QUAD   -  WOODWORTH EAST (1992)
 BX2625
 BX2625                         *CURRENT SURVEY CONTROL
 BX2625  ___________________________________________________________________
 BX2625* NAD 83(1992)-  31 08 19.50552(N)    092 28 22.53970(W)     ADJUSTED  
 BX2625* NAVD 88     -                                                        
 BX2625  ___________________________________________________________________
 BX2625  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BX2625  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX2625
 BX2625  HORZ ORDER  -  THIRD
 BX2625
 BX2625.The horizontal coordinates were established by classical geodetic methods
 BX2625.and adjusted by the National Geodetic Survey in January 1993..
 BX2625
 BX2625
 BX2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2625
 BX2625.The geoid height was determined by GEOID03.
 BX2625
 BX2625;                    North         East     Units Scale Factor Converg.
 BX2625;SPC LA N     -    70,823.607 1,002,581.786   MT  1.00000645   +0 00 51.5
 BX2625;SPC LA N     -   232,360.45  3,289,303.74   sFT  1.00000645   +0 00 51.5
 BX2625;UTM  15      - 3,445,098.763   550,244.846   MT  0.99963114   +0 16 21.2
 BX2625
 BX2625                          SUPERSEDED SURVEY CONTROL
 BX2625
 BX2625  NAD 83(1986)-  31 08 19.52489(N)    092 28 22.53406(W) AD(       ) 4
 BX2625  NAD 27      -  31 08 18.85123(N)    092 28 22.04148(W) AD(       ) 3
 BX2625
 BX2625.Superseded values are not recommended for survey control.
 BX2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2625.See file dsdata.txt to determine how the superseded data were derived.
 BX2625
 BX2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ5024545099(NAD 83)
 BX2625
 BX2625  HISTORY     - Date     Condition        Report By
 BX2625  HISTORY     - UNK      MONUMENTED
 BX2625  HISTORY     - 1969     GOOD             CGS
 BX2625
 BX2625                          STATION DESCRIPTION
 BX2625
 BX2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GRK)
 BX2625'STATION WAS RECOVERED.
 BX2625'
 BX2625'1959 RECOVERY NOTES STATES THE 1934 TOWER IS GONE.  PROBABLY A
 BX2625'NEW TOWER WAS BUILT ON SAME FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3035 ***********************************************************************
 CP3035  DESIGNATION -  WOOLEN RESET
 CP3035  PID         -  CP3035
 CP3035  STATE/COUNTY-  LA/RICHLAND
 CP3035  USGS QUAD   -  HEBERT (1983)
 CP3035
 CP3035                         *CURRENT SURVEY CONTROL
 CP3035  ___________________________________________________________________
 CP3035* NAD 83(1992)-  32 11 34.99707(N)    091 57 19.99104(W)     ADJUSTED  
 CP3035* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 CP3035  ___________________________________________________________________
 CP3035  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CP3035  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3035
 CP3035  HORZ ORDER  -  FIRST
 CP3035
 CP3035.The horizontal coordinates were established by classical geodetic methods
 CP3035.and adjusted by the National Geodetic Survey in January 1993..
 CP3035
 CP3035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3035
 CP3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3035
 CP3035.The geoid height was determined by GEOID03.
 CP3035
 CP3035;                    North         East     Units Scale Factor Converg.
 CP3035;SPC LA N     -   187,847.215 1,051,334.411   MT  0.99992624   +0 17 16.3
 CP3035;SPC LA N     -   616,295.40  3,449,252.98   sFT  0.99992624   +0 17 16.3
 CP3035;UTM  15      - 3,562,312.778   598,448.701   MT  0.99971952   +0 33 23.4
 CP3035
 CP3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3035!SPC LA N     -   1.00000112  x   0.99992624  =   0.99992736
 CP3035!UTM  15      -   1.00000112  x   0.99971952  =   0.99972064
 CP3035
 CP3035|---------------------------------------------------------------------|
 CP3035| PID    Reference Object                     Distance      Geod. Az  |
 CP3035|                                                           dddmmss.s |
 CP3035| CY5110 WOOLEN RM 1                          32.098 METERS 00015     |
 CP3035| CY5112 WOOLEN RM 3                          34.692 METERS 01759     |
 CP3035| CP3033 BOEUF                               APPROX.14.8 KM 1572032.5 |
 CP3035| CY5108 WOOLEN AZ MK                                       2213909.4 |
 CP3035| CQ2773 COLUMBIA MUNICIPAL TANK             APPROX.15.3 KM 2301006.4 |
 CP3035| CY5109 WOOLEN AZ MK 2                                     2392235.1 |
 CP3035| CY5111 WOOLEN RM 2                          35.394 METERS 26338     |
 CP3035| CP3036 WOOLEN RM 4                          32.366 METERS 27219     |
 CP3035|---------------------------------------------------------------------|
 CP3035
 CP3035                          SUPERSEDED SURVEY CONTROL
 CP3035
 CP3035  NAD 83(1986)-  32 11 35.01093(N)    091 57 19.98463(W) AD(       ) 1
 CP3035  NAD 27      -  32 11 34.45928(N)    091 57 19.51038(W) AD(       ) 1
 CP3035  NGVD 29 (07/19/86)   18.8    (m)           62.     (f) VERT ANG       
 CP3035
 CP3035.Superseded values are not recommended for survey control.
 CP3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3035.See file dsdata.txt to determine how the superseded data were derived.
 CP3035
 CP3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9844962313(NAD 83)
 CP3035_MARKER: DS = TRIANGULATION STATION DISK
 CP3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3035
 CP3035  HISTORY     - Date     Condition        Report By
 CP3035  HISTORY     - 1941     MONUMENTED       CGS
 CP3035  HISTORY     - 1971     SEE DESCRIPTION  NGS
 CP3035
 CP3035                          STATION DESCRIPTION
 CP3035
 CP3035'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 CP3035'STATION IS ABOUT 13 MILES SSW OF THE TOWN OF ALTO, ON THE S SHORE
 CP3035'OF WOOLEN LAKE, NEAR THE LINE BETWEEN SECTIONS 15 AND 16, T.
 CP3035'14 N., R. 5 E., ON LAND OWNED BY THE S.S. THOMASON ESTATE AND
 CP3035'OCCUPIED BY R.B. HOPKINS.  IT IS ABOUT 40 YARDS SW OF THE HOPKINS
 CP3035'HOUSE, 64 FEET SW OF A TRIANGULAR BLAZED 30-INCH OAK TREE,
 CP3035'15 FEET NW OF A FENCE AND 6 FEET W OF A WHITE REFERENCE POST.
 CP3035'IT IS STAMPED WOOLEN 1941 AND PROJECTS ABOUT 4 INCHES.
 CP3035'
 CP3035'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP3035'BRONZE DISKS SET IN CONCRETE.
 CP3035'
 CP3035'REFERENCE MARK NO. 1 IS 30 FEET SE OF THE LAKE SHORE.  IT IS
 CP3035'STAMPED WOOLEN NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 CP3035'
 CP3035'REFERENCE MARK NO. 2 IS 13 FEET NW OF A DIRT ROAD, AND 1 FOOT
 CP3035'SE OF A FENCE.  IT IS STAMPED WOOLEN NO. 2 1941 AND PROJECTS
 CP3035'ABOUT 6 INCHES.
 CP3035'
 CP3035'AZIMUTH MARK IS ABOUT 0.15 MILE S OF THE DIRT ROAD LEADING
 CP3035'TO STATION, ABOUT 30 YARDS E OF A HOUSE, 3 FEET E OF A FENCE
 CP3035'CORNER, 1 FOOT E OF A WHITE REFERENCE POST AND 1 FOOT N OF A
 CP3035'FENCE.  IT IS STAMPED WOOLEN 1941 AND PROJECTS ABOUT 4 INCHES.
 CP3035'
 CP3035'TO REACH THE STATION FROM THE TOWN OF ALTO, GO S ON GRAVEL ROAD
 CP3035'FOR 2.7 MILES TO A CROSS ROAD.  TURN RIGHT AND GO 3.15 MILES TO
 CP3035'CHARLIEVILLE STORE.  CONTINUE SW AND S ON GRAVEL ROAD FOR 12.15
 CP3035'MILES TO A DIRT SIDE ROAD LEFT AT A MAIL BOX WITH THE LETTERS
 CP3035'R B H ON IT.  TURN LEFT AND GO 0.6 MILE TO A DIRT FARM LANE
 CP3035'RIGHT.  (FROM THIS POINT TURN RIGHT ON LANE AND GO 0.15 MILE
 CP3035'TO THE AZIMUTH MARK ON THE LEFT,) CONTINUE ON DIRT ROAD 0.3
 CP3035'MILE TO THE HOPKINSS HOUSE AND STATION.
 CP3035'
 CP3035'A 116-FOOT SIGNAL AT BOEUF IS VISIBLE AT 126 FEET.
 CP3035'
 CP3035'A 103-FOOT SIGNAL AT COLUMBIA IS VISIBLE AT 116 FEET.
 CP3035'
 CP3035'A 126-FOOT SIGNAL AT RIVERTON IS VISIBLE AT 116 FEET.
 CP3035'
 CP3035'A 126-FOOT SIGNAL AT FONDALE IS VISIBLE AT 126 FEET.
 CP3035'
 CP3035'A 116-FOOT SIGNAL AT BUCKNER IS VISIBLE AT 126 FEET.
 CP3035'
 CP3035'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 CP3035
 CP3035                          STATION RECOVERY (1971)
 CP3035
 CP3035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3035'THE SURFACE STATION MARK WAS FOUND TILTED, IT WAS ASSUMED THAT
 CP3035'THE UNDERGROUND MARK WAS IN PLACE.  REFERENCE MARK NUMBER 1 WAS
 CP3035'NOT RECOVERED AND REFERENCE MARK NUMBER 2 WAS DESTROYED.  THE
 CP3035'AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND AND IF IT HAD OF
 CP3035'BEEN IN PLACE WOULD NOT BE VISIBLE FROM THE GROUND, DUE TO
 CP3035'HOUSE ON LINE.
 CP3035'
 CP3035'A NEW SURFACE STATION MARK WAS SET OVER THE UNDERGROUND MARK.
 CP3035'
 CP3035'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 CP3035'
 CP3035'REFERENCE MARK NUMBER 3 WAS ESTABLISHED.
 CP3035'
 CP3035'REFERENCE MARK NUMBER 4 WAS ESTABLISHED.
 CP3035'
 CP3035'THE STATION MARK BEING UNDER POWER LINE, REFERENCE MARK NUMBER
 CP3035'4 WAS OCCUPIED AT THIS TIME.
 CP3035'
 CP3035'FOR MORE DETAIL INFORMATION SEE DESCRIPTION OF WOOLEN RM 4
 CP3035'1941 1971.
 CP3035'
 CP3035'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CP3035'
 CP3035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP3035'7-1/2 MILES NORTHWEST OF LIDDIEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP3036 ***********************************************************************
 CP3036  DESIGNATION -  WOOLEN RM 4
 CP3036  PID         -  CP3036
 CP3036  STATE/COUNTY-  LA/RICHLAND
 CP3036  USGS QUAD   -  HEBERT (1983)
 CP3036
 CP3036                         *CURRENT SURVEY CONTROL
 CP3036  ___________________________________________________________________
 CP3036* NAD 83(1992)-  32 11 35.03942(N)    091 57 21.22571(W)     ADJUSTED  
 CP3036* NAVD 88     -        18.2    (meters)      60.     (feet)  VERTCON   
 CP3036  ___________________________________________________________________
 CP3036  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CP3036  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CP3036
 CP3036  HORZ ORDER  -  FIRST
 CP3036
 CP3036.The horizontal coordinates were established by classical geodetic methods
 CP3036.and adjusted by the National Geodetic Survey in January 1993..
 CP3036
 CP3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3036
 CP3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3036
 CP3036.The geoid height was determined by GEOID03.
 CP3036
 CP3036;                    North         East     Units Scale Factor Converg.
 CP3036;SPC LA N     -   187,848.357 1,051,302.067   MT  0.99992624   +0 17 15.6
 CP3036;SPC LA N     -   616,299.15  3,449,146.86   sFT  0.99992624   +0 17 15.6
 CP3036;UTM  15      - 3,562,313.768   598,416.360   MT  0.99971944   +0 33 22.7
 CP3036
 CP3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3036!SPC LA N     -   1.00000122  x   0.99992624  =   0.99992746
 CP3036!UTM  15      -   1.00000122  x   0.99971944  =   0.99972066
 CP3036
 CP3036:                Primary Azimuth Mark                     Grid Az
 CP3036:SPC LA N     -  BUCKNER                                  006 40 14.9
 CP3036:UTM  15      -  BUCKNER                                  006 24 07.8
 CP3036
 CP3036|---------------------------------------------------------------------|
 CP3036| PID    Reference Object                     Distance      Geod. Az  |
 CP3036|                                                           dddmmss.s |
 CP3036| CP3066 BUCKNER                             APPROX.12.1 KM 0065730.5 |
 CP3036| CY5112 WOOLEN RM 3                          53.486 METERS 04740     |
 CP3036| CP3035 WOOLEN RESET                         32.366 METERS 09219     |
 CP3036| CY5109 WOOLEN AZ MK 2                                     2345523.7 |
 CP3036|---------------------------------------------------------------------|
 CP3036
 CP3036                          SUPERSEDED SURVEY CONTROL
 CP3036
 CP3036  NAD 83(1986)-  32 11 35.05327(N)    091 57 21.21905(W) AD(       ) 1
 CP3036  NAD 27      -  32 11 34.50163(N)    091 57 20.74503(W) AD(       ) 1
 CP3036  NGVD 29 (07/19/86)   18.2    (m)           60.     (f) VERT ANG       
 CP3036
 CP3036.Superseded values are not recommended for survey control.
 CP3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3036.See file dsdata.txt to determine how the superseded data were derived.
 CP3036
 CP3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR9841662314(NAD 83)
 CP3036_MARKER: DR = REFERENCE MARK DISK
 CP3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3036
 CP3036  HISTORY     - Date     Condition        Report By
 CP3036  HISTORY     - 1971     MONUMENTED       NGS
 CP3036
 CP3036                          STATION DESCRIPTION
 CP3036
 CP3036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP3036'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST-NORTHWEST OF
 CP3036'WINNSBORO, 12-1/2 MILES SOUTHWEST OF MANGHAM AND 7-1/2 MILES
 CP3036'NORTHWEST OF LIDDIEVILLE.  IT IS ON THE SOUTH SHORE OF WOOLEN
 CP3036'LAKE, NEAR THE SECTION LINE OF SECTION 15 AND 16, T 14 N, R 5
 CP3036'E, ON LAND OWNED BY MR. GEORGE MOTT, HEBERT, LOUISIANA.  HE
 CP3036'MAY BE REACHED BY PHONE 649-7956.
 CP3036'
 CP3036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 165
 CP3036'BYPASS AND STATE HIGHWAY 15, AT THE SOUTHEAST EDGE OF MONROE,
 CP3036'GO SOUTHEAST ON STATE HIGHWAY 15 FOR 14 MILES TO THE JUNCTION
 CP3036'WITH STATE HIGHWAY 133 AT RHYMES STORE.  TURN RIGHT ON STATE
 CP3036'HIGHWAY 133 AND GO SOUTH AND WEST FOR 4.75 MILES TO JUNCTION
 CP3036'WITH STATE HIGHWAY 132, TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 CP3036'132 FOR 2.25 MILES TO THE JUNCTION WITH STATE HIGHWAY 561 JUST
 CP3036'AFTER CROSSING THE BOEUF RIVER, TURN RIGHT AND GO SOUTHWEST
 CP3036'AND SOUTHERLY FOLLOWING STATE HIGHWAY 561 FOR 10.25 MILES TO A
 CP3036'SIDE ROAD LEFT AT A CONOCO SERVICE STATION AND STORE, ON THE
 CP3036'LEFT.  TURN LEFT AND GO EASTERLY ON A GRAVELED ROAD FOR 0.85 MILE
 CP3036'TO THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF ROAD.  AS
 CP3036'DESCRIBED.  CONTINUE EAST ON GRAVELED ROAD FOR 0.15
 CP3036'MILE TO THE STATION ON THE LEFT, NORTH SIDE OF ROAD.  AS
 CP3036'DESCRIBED.
 CP3036'
 CP3036'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED WOOLEN
 CP3036'NO 4 1941 1971.  THE SURFACE DISK IS SET IN THE TOP OF A
 CP3036'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CP3036'GROUND SURFACE.  IT IS 67 FEET NORTH OF A FENCE CORNER, 36 FEET
 CP3036'SOUTHEAST OF SHORELINE OF LAKE AND 20.5 FEET NORTH-NORTHWEST OF
 CP3036'APPROXIMATE CENTER OF GRAVELED ROAD.  THE UNDERGROUND MARK IS
 CP3036'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CP3036'THE GROUND SURFACE.
 CP3036'
 CP3036'REFERENCE MARK 3, A STANDARD DISK STAMPED WOOLEN NO 3 1941
 CP3036'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP3036'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 CP3036'IS 49.5 FEET NORTHWEST OF THE CENTER OF GATE LEADING TO HOUSE,
 CP3036'33.5 FEET SOUTHEAST OF THE SHORELINE OF LAKE, 26 FEET
 CP3036'WEST-NORTHWEST OF A 36 INCH OAK TREE AND 8 FEET NORTHWEST OF THE
 CP3036'CENTER OF A WOODEN GATE.
 CP3036'
 CP3036'THE 1941 STATION MARK IS A STANDARD DISK STAMPED WOOLEN 1941
 CP3036'1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP3036'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET
 CP3036'SOUTHEAST OF THE SHORELINE OF LAKE, 42 FEET SOUTHEAST OF THE
 CP3036'APPROXIMATE CENTER OF CIRCLE DRIVEWAY, 30 FEET SOUTHEAST OF AN
 CP3036'18 INCH TREE, 13.5 FEET WEST-NORTHWEST OF POWER POLE AND 1 FOOT
 CP3036'NORTH-NORTHWEST OF FENCELINE.
 CP3036'
 CP3036'THE AZIMUTH MARK, A STANDARD DISK STAMPED WOOLEN 1941 1971, IS
 CP3036'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CP3036'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET
 CP3036'SOUTH OF A 36 INCH OAK TREE.
 CP3036'
 CP3036'24 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF GRAVELED
 CP3036'ROAD, 23 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF
 CP3036'GRAVELED ROAD, 5 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 CP3036'SIGN ATTACHED AND 3.5 FEET SOUTH-SOUTHEAST OF POWER POLE.
 CP3036'
 CP3036'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0703 ***********************************************************************
 BW0703  DESIGNATION -  WORRELL BOLT
 BW0703  PID         -  BW0703
 BW0703  STATE/COUNTY-  LA/TENSAS
 BW0703  USGS QUAD   -  ST JOSEPH (1986)
 BW0703
 BW0703                         *CURRENT SURVEY CONTROL
 BW0703  ___________________________________________________________________
 BW0703* NAD 83(1986)-  31 54 15.     (N)    091 14 17.     (W)     SCALED    
 BW0703* NAVD 88     -        22.09   (+/-2cm)      72.5    (feet)  VERTCON   
 BW0703  ___________________________________________________________________
 BW0703  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0703
 BW0703  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0703
 BW0703.The horizontal coordinates were scaled from a topographic map and have
 BW0703.an estimated accuracy of +/- 6 seconds.
 BW0703
 BW0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0703.The vertical order pertains to the NGVD 29 superseded value.
 BW0703
 BW0703.The geoid height was determined by GEOID03.
 BW0703
 BW0703;                    North         East    Units  Estimated Accuracy
 BW0703;SPC LA N     -   156,380.    1,119,360.      MT  (+/- 180 meters Scaled)
 BW0703
 BW0703                          SUPERSEDED SURVEY CONTROL
 BW0703
 BW0703  NGVD 29 (??/??/92)   22.10   (m)           72.5    (f) COMPUTED    1 2
 BW0703
 BW0703.Superseded values are not recommended for survey control.
 BW0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0703.See file dsdata.txt to determine how the superseded data were derived.
 BW0703
 BW0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR666311(NAD 83)
 BW0703_MARKER: B = BOLT
 BW0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0703_SP_SET: TILE
 BW0703_STAMPING: WORRELL
 BW0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0703
 BW0703  HISTORY     - Date     Condition        Report By
 BW0703  HISTORY     - UNK      MONUMENTED       USE
 BW0703  HISTORY     - 1938     GOOD             NGS
 BW0703
 BW0703                          STATION DESCRIPTION
 BW0703
 BW0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0703'1.25 MI S FROM ST JOSEPH.
 BW0703'1-1/4 MILES SOUTH OF ST. JOSEPH, TENSAS PARISH, 492 FEET ABOVE ST.
 BW0703'JOSEPH UPPER LANDING, ON THE CAPTAIN ROBERT WORRELL ESTATE PROPERTY,
 BW0703'1150 FEET FROM THE RESIDENCE, 650 FEET ABOVE THE LEVEE AT THE
 BW0703'MISSISSIPPI RIVER BANK, 370 FEET BELOW THE LINE OF A DITCH RUNNING OUT
 BW0703'TOWARD THE RIVER, 12 FEET BACK OF THE CENTER OF AN OLD LEVEE, 56.8
 BW0703'FEET FROM A BLAZED 60-INCH COTTONWOOD TREE, 42 FEET FROM A BLAZED
 BW0703'42-INCH PECAN TREE, AND 20 FEET FROM A BLAZED 36-INCH PECAN TREE. A
 BW0703'COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND,
 BW0703'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BW0703'ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0702 ***********************************************************************
 BW0702  DESIGNATION -  WORRELL CAP
 BW0702  PID         -  BW0702
 BW0702  STATE/COUNTY-  LA/TENSAS
 BW0702  USGS QUAD   -  ST JOSEPH (1986)
 BW0702
 BW0702                         *CURRENT SURVEY CONTROL
 BW0702  ___________________________________________________________________
 BW0702* NAD 83(1986)-  31 54 15.     (N)    091 14 17.     (W)     SCALED    
 BW0702* NAVD 88     -        23.32   (+/-2cm)      76.5    (feet)  VERTCON   
 BW0702  ___________________________________________________________________
 BW0702  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0702
 BW0702  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0702
 BW0702.The horizontal coordinates were scaled from a topographic map and have
 BW0702.an estimated accuracy of +/- 6 seconds.
 BW0702
 BW0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0702.The vertical order pertains to the NGVD 29 superseded value.
 BW0702
 BW0702.The geoid height was determined by GEOID03.
 BW0702
 BW0702;                    North         East    Units  Estimated Accuracy
 BW0702;SPC LA N     -   156,380.    1,119,360.      MT  (+/- 180 meters Scaled)
 BW0702
 BW0702                          SUPERSEDED SURVEY CONTROL
 BW0702
 BW0702  NGVD 29 (??/??/92)   23.33   (m)           76.5    (f) COMPUTED    1 2
 BW0702
 BW0702.Superseded values are not recommended for survey control.
 BW0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0702.See file dsdata.txt to determine how the superseded data were derived.
 BW0702
 BW0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR666311(NAD 83)
 BW0702_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0702_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0702_STAMPING: WORRELL
 BW0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0702
 BW0702  HISTORY     - Date     Condition        Report By
 BW0702  HISTORY     - UNK      MONUMENTED       USE
 BW0702  HISTORY     - 1938     GOOD             NGS
 BW0702
 BW0702                          STATION DESCRIPTION
 BW0702
 BW0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0702'1.25 MI S FROM ST JOSEPH.
 BW0702'1-1/4 MILES SOUTH OF ST. JOSEPH, TENSAS PARISH, 492 FEET ABOVE ST.
 BW0702'JOSEPH UPPER LANDING, ON THE CAPTAIN ROBERT WORRELL ESTATE PROPERTY,
 BW0702'1150 FEET FROM THE RESIDENCE, 650 FEET ABOVE THE LEVEE AT THE
 BW0702'MISSISSIPPI RIVER BANK, 370 FEET BELOW THE LINE OF A DITCH RUNNING OUT
 BW0702'TOWARD THE RIVER, 12 FEET BACK OF THE CENTER OF AN OLD LEVEE, 56.8
 BW0702'FEET FROM A BLAZED 60-INCH COTTONWOOD TREE, 42 FEET FROM A BLAZED
 BW0702'42-INCH PECAN TREE, AND 20 FEET FROM A BLAZED 36-INCH PECAN TREE. AN
 BW0702'IRON PIPE BEARING A COPRS OF ENGINERRS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3014 ***********************************************************************
 BX3014  DESIGNATION -  WPA STATION I 3359
 BX3014  PID         -  BX3014
 BX3014  STATE/COUNTY-  LA/SABINE
 BX3014  USGS QUAD   -  CONVERSE (1994)
 BX3014
 BX3014                         *CURRENT SURVEY CONTROL
 BX3014  ___________________________________________________________________
 BX3014* NAD 83(1992)-  31 46 44.49790(N)    093 44 33.88100(W)     ADJUSTED  
 BX3014* NAVD 88     -        99.3    (meters)     326.     (feet)  VERTCON   
 BX3014  ___________________________________________________________________
 BX3014  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BX3014  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX3014
 BX3014  HORZ ORDER  -  SECOND
 BX3014
 BX3014.The horizontal coordinates were established by classical geodetic methods
 BX3014.and adjusted by the National Geodetic Survey in February 1996..
 BX3014
 BX3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3014
 BX3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3014
 BX3014.The geoid height was determined by GEOID03.
 BX3014
 BX3014;                    North         East     Units Scale Factor Converg.
 BX3014;SPC LA N     -   142,486.820   882,300.658   MT  0.99991765   -0 39 25.3
 BX3014;SPC LA N     -   467,475.51  2,894,681.41   sFT  0.99991765   -0 39 25.3
 BX3014;UTM  15      - 3,516,183.016   429,675.174   MT  0.99966099   -0 23 28.2
 BX3014
 BX3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3014!SPC LA N     -   0.99998851  x   0.99991765  =   0.99990616
 BX3014!UTM  15      -   0.99998851  x   0.99966099  =   0.99964950
 BX3014
 BX3014                          SUPERSEDED SURVEY CONTROL
 BX3014
 BX3014  NAD 83(1992)-  31 46 44.49904(N)    093 44 33.87946(W) AD(       ) 2
 BX3014  NAD 83(1986)-  31 46 44.50595(N)    093 44 33.87695(W) AD(       ) 2
 BX3014  NAD 27      -  31 46 43.89342(N)    093 44 33.21274(W) AD(       ) 2
 BX3014  NGVD 29 (07/19/86)   99.4    (m)          326.     (f) VERT ANG       
 BX3014
 BX3014.Superseded values are not recommended for survey control.
 BX3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3014.See file dsdata.txt to determine how the superseded data were derived.
 BX3014
 BX3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR2967516183(NAD 83)
 BX3014_MARKER: DD = SURVEY DISK
 BX3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3014
 BX3014  HISTORY     - Date     Condition        Report By
 BX3014  HISTORY     - 1971     MONUMENTED       LAGS
 BX3014
 BX3014                          STATION DESCRIPTION
 BX3014
 BX3014'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1971 (JCA)
 BX3014'THE STATION IS LOCATED JUST NORTH OF STATE HIGHWAY 174 ABOUT 3 MILES
 BX3014'WEST OF CONVERSE, IN THE SOUTHWEST 1/4 OF SECTION 7, T 9 N, R 13 W,
 BX3014'ON LAND OWNED BY THE INTERNATIONAL PAPER COMPANY.  IT IS IN CARE OF
 BX3014'MR. SAM SCOTT, POST OFFICE BOX 574, ZWOLLE, LOUISIANA.
 BX3014'
 BX3014'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 171 AND STATE
 BX3014'HIGHWAY 174 IN CONVERSE, GO WEST ON STATE HIGHWAY 174 FOR 3 MILES TO
 BX3014'THE STATION.
 BX3014'
 BX3014'MARK, A STANDARD LOUISIANA GEODETIC SURVEY DISK STAMPED WPA STATION
 BX3014'I 3359, IS SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 BX3014'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 42 FEET NORTH OF
 BX3014'THE CENTER OF STATE HIGHWAY 174, 36 FEET EAST OF A 16-INCH OAK TREE
 BX3014'AND 27 FEET WEST OF A TWIN-TRUNK OAK TREE.
 BX3014'
 BX3014'NEAREST TOWN--CONVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0834 ***********************************************************************
 AT0834  DESIGNATION -  WRECK STACK
 AT0834  PID         -  AT0834
 AT0834  STATE/COUNTY-  LA/PLAQUEMINES
 AT0834  USGS QUAD   -  BURRWOOD BAYOU WEST (1971)
 AT0834
 AT0834                         *CURRENT SURVEY CONTROL
 AT0834  ___________________________________________________________________
 AT0834* NAD 83(1992)-  28 56 36.08627(N)    089 26 37.18161(W)     ADJUSTED  
 AT0834* NAVD 88     -                                                        
 AT0834  ___________________________________________________________________
 AT0834  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AT0834  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AT0834
 AT0834  HORZ ORDER  -  THIRD
 AT0834
 AT0834.The horizontal coordinates were established by classical geodetic methods
 AT0834.and adjusted by the National Geodetic Survey in January 1993..
 AT0834
 AT0834
 AT0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0834
 AT0834.The geoid height was determined by GEOID03.
 AT0834
 AT0834;                    North         East     Units Scale Factor Converg.
 AT0834;SPC LA S     -    50,665.574 1,184,236.927   MT  1.00009461   +0 56 41.5
 AT0834;SPC LA S     -   166,225.30  3,885,283.98   sFT  1.00009461   +0 56 41.5
 AT0834;UTM  16      - 3,204,169.122   261,819.222   MT  1.00030012   -1 10 59.4
 AT0834
 AT0834                          SUPERSEDED SURVEY CONTROL
 AT0834
 AT0834  NAD 83(1986)-  28 56 36.09287(N)    089 26 37.19703(W) AD(       ) 4
 AT0834  NAD 27      -  28 56 35.42895(N)    089 26 36.67415(W) AD(       ) 3
 AT0834
 AT0834.Superseded values are not recommended for survey control.
 AT0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0834.See file dsdata.txt to determine how the superseded data were derived.
 AT0834
 AT0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6181904169(NAD 83)
 AT0834_MARKER: 63 = STACK
 AT0834
 AT0834  HISTORY     - Date     Condition        Report By
 AT0834  HISTORY     - 1936     FIRST OBSERVED   CGS
 AT0834
 AT0834                          STATION DESCRIPTION
 AT0834
 AT0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FSB)
 AT0834'THIS STATION IS THE STEEL STACK OF THE GROUNDED WRECK OF A SMALL
 AT0834'(APPROXIMATELY 2000 TON) STEEL HULL FREIGHT STEAMER SAID TO HAVE
 AT0834'BEEN NAMED YUMA.  THE STACK BARES ABOUT 30 FEET.  THE AFTERMAST,
 AT0834'SEVERAL DAVITS AND VENTILATORS AND A SMALL SECTION OF THE BOW
 AT0834'EXTEND ABOVE THE SURFACE.  THE DECKS ARE SUBMERGED.  IT APPEARS TO
 AT0834'BE FIRMLY GROUNDED IN 3 TO 5 FATHOMS AND IS DISINTEGRATING IN
 AT0834'HEAVY RUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1477 ***********************************************************************
 BK1477  DESIGNATION -  WRIGHT
 BK1477  PID         -  BK1477
 BK1477  STATE/COUNTY-  LA/CALCASIEU
 BK1477  USGS QUAD   -  WESTLAKE (1996)
 BK1477
 BK1477                         *CURRENT SURVEY CONTROL
 BK1477  ___________________________________________________________________
 BK1477* NAD 83(1992)-  30 08 16.32583(N)    093 22 01.78922(W)     ADJUSTED  
 BK1477* NAVD 88     -         4.   **(meters)      13.   **(feet)  SCALED    
 BK1477  **This station is located in a subsidence area (see below).
 BK1477  ___________________________________________________________________
 BK1477  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK1477  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK1477  DYNAMIC HT  -           3.6   (meters)      12.    (feet)  COMP
 BK1477  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 BK1477
 BK1477  HORZ ORDER  -  FIRST
 BK1477  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1477
 BK1477.The horizontal coordinates were established by classical geodetic methods
 BK1477.and adjusted by the National Geodetic Survey in January 1993..
 BK1477
 BK1477 ** The orthometric height has not been validated since last determined
 BK1477 ** by differential leveling and should not be used for control purposes.
 BK1477 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1477 ** area with valid NAVD 88 orthometric heights.
 BK1477 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1477 ** epoch indicated which incorporates improved geoid heights for the
 BK1477 ** Southern Louisiana Subsidence area.
 BK1477 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1477.The orthometric height was scaled from a topographic map.
 BK1477.The vertical order pertains to the NGVD 29 superseded value.
 BK1477
 BK1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1477
 BK1477.The geoid height was determined by GEOID03.
 BK1477
 BK1477.The dynamic height is computed by dividing the NAVD 88
 BK1477.geopotential number by the normal gravity value computed on the
 BK1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1477.degrees latitude (g = 980.6199 gals.).
 BK1477
 BK1477.The modeled gravity was interpolated from observed gravity values.
 BK1477
 BK1477;                    North         East     Units Scale Factor Converg.
 BK1477;SPC LA S     -   183,287.406   804,059.377   MT  0.99992859   -1 01 01.0
 BK1477;SPC LA S     -   601,335.43  2,637,984.81   sFT  0.99992859   -1 01 01.0
 BK1477;UTM  15      - 3,334,119.326   464,636.844   MT  0.99961543   -0 11 03.7
 BK1477
 BK1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1477!SPC LA S     -   1.00000372  x   0.99992859  =   0.99993231
 BK1477!UTM  15      -   1.00000372  x   0.99961543  =   0.99961915
 BK1477
 BK1477|---------------------------------------------------------------------|
 BK1477| PID    Reference Object                     Distance      Geod. Az  |
 BK1477|                                                           dddmmss.s |
 BK1477| CV8659 WRIGHT RM 3                          53.553 METERS 04326     |
 BK1477| BK1475 WRIGHT RM 1                         315.476 METERS 04819     |
 BK1477| BK3142 LAKE CHARLES SILVER TOP TANK        APPROX.14.1 KM 0511710.9 |
 BK1477| BK3115 LAKE CHARLES GULF ST UTIL STK       APPROX.18.4 KM 0512306.3 |
 BK1477| BK3145 LAKE CHARLES BLACK TANK             APPROX.14.1 KM 0512615.5 |
 BK1477| BK3126 LAKE CHARLES CALCASIEU CO TANK      APPROX.20.1 KM 0514902.5 |
 BK1477| BK3109 LAKE CHARLES RICE MILL TALL TK      APPROX.19.3 KM 0523915.8 |
 BK1477| BK3124 LAKE CHAR NOBLE RICE MILL TANK      APPROX.17.6 KM 0535045.7 |
 BK1477| BK3119 LAKE CHARLE CHARLESTN HTL STK       APPROX.17.5 KM 0551411.9 |
 BK1477| BK3111 LAKE CHAR MAJESTIC HTL AWY BN       APPROX.17.6 KM 0552852.6 |
 BK1477| BK3108 LAKE CHARLES CATH CHURCH CROSS      APPROX.17.5 KM 0555241.4 |
 BK1477| BK3158 WRIGHT 1931 AZ MK                   329.240 METERS 30459     |
 BK1477| CV8658 WRIGHT RM 2 OLD                      57.656 METERS 32619     |
 BK1477| BK2313 WRIGHT RM 4                          46.812 METERS 32915     |
 BK1477| BK1476 WRIGHT RM 2                                        33218     |
 BK1477|---------------------------------------------------------------------|
 BK1477
 BK1477                          SUPERSEDED SURVEY CONTROL
 BK1477
 BK1477  NAD 83(1986)-  30 08 16.34635(N)    093 22 01.77710(W) AD(       ) 1
 BK1477  NAD 27      -  30 08 15.59500(N)    093 22 01.22000(W) AD(       ) 1
 BK1477  NGVD 29 (??/??/??)    3.565  (m)           11.70   (f) ADJUSTED    1 2
 BK1477
 BK1477.Superseded values are not recommended for survey control.
 BK1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1477.See file dsdata.txt to determine how the superseded data were derived.
 BK1477
 BK1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6463734119(NAD 83)
 BK1477_MARKER: DS = TRIANGULATION STATION DISK
 BK1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1477_STAMPING: WRIGHT 1931
 BK1477_MARK LOGO: CGS   
 BK1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1477+STABILITY: SURFACE MOTION
 BK1477
 BK1477  HISTORY     - Date     Condition        Report By
 BK1477  HISTORY     - 1931     MONUMENTED       CGS
 BK1477  HISTORY     - 1936     GOOD             CGS
 BK1477  HISTORY     - 1936     GOOD             LAGS
 BK1477  HISTORY     - 1947     GOOD             CGS
 BK1477  HISTORY     - 1965     GOOD             CGS
 BK1477  HISTORY     - 1965     GOOD             CGS
 BK1477  HISTORY     - 1970     GOOD             LADH
 BK1477  HISTORY     - 1970     GOOD             LADTD
 BK1477  HISTORY     - 1978     GOOD             NGS
 BK1477  HISTORY     - 1981     GOOD             NGS
 BK1477  HISTORY     - 1984     GOOD             NGS
 BK1477  HISTORY     - 19970208 GOOD             USPSQD
 BK1477  HISTORY     - 20021102 GOOD             USPSQD
 BK1477  HISTORY     - 20060311 POOR             USPSQD
 BK1477
 BK1477                          STATION DESCRIPTION
 BK1477
 BK1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK1477'STATION IS ABOUT 10 MILES SW OF LAKE CHARLES AND 6 MILES S
 BK1477'OF SULPHUR, ON CULTIVATED LAND OWNED AND OCCUPIED BY C.J.
 BK1477'WRIGHT.  TO REACH THE STATION FROM SULPHUR, GO S ON MAIN STREET
 BK1477'TO HIGHWAY 104, THEN S 5.7 MILES, THEN E 0.5 MILE, THEN S
 BK1477'1 MILE TO INTERSECTION WITH HIGHWAY 381, A SECTION CORNER WHERE
 BK1477'THERE IS A SMALL STORE AND FILLING STATION.  STATION IS 660
 BK1477'FEET S OF CENTER LINE OF GRAVEL HIGHWAY 381, 130 FEET E OF
 BK1477'CENTER LINE OF HIGHWAY 104, 103.2 FEET E OF FENCE CORNER, 115.8
 BK1477'FEET W OF FENCE CORNER AND GARDEN PLOT, AND 1 FOOT N OF WIRE
 BK1477'FENCE BETWEEN TWO CULTIVATED FIELDS.
 BK1477'
 BK1477'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK1477'DISKS SET IN CONCRETE.
 BK1477'
 BK1477'UPPER MARK PROJECTS 5 INCHES.
 BK1477'
 BK1477'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, IS 0.2 MILE E OF
 BK1477'ROAD INTERSECTION MENTIONED ABOVE, IN FENCE LINE ON THE N
 BK1477'SIDE OF SECTION-LINE ROAD, AND ON S SIDE OF A CULTIVATED
 BK1477'FIELD.  IT IS 315 FEET W OF FENCE CORNER WHICH IS ON W SIDE
 BK1477'OF A LANE, 27.5 FEET N OF CENTER LINE OF GRAVEL SECTION-LINE
 BK1477'ROAD, 0.67 FOOT S OF WIRE FENCE LINE, AND 1/4 MILE FROM STATION,
 BK1477'N 48 DEG 18 MIN E.
 BK1477'
 BK1477'REFERENCE MARK NO. 2 PROJECTS 8 INCHES, IS 500 FEET S OF
 BK1477'ROAD INTERSECTION REFERRED TO ABOVE, IN FENCE LINE ON THE E
 BK1477'SIDE OF HIGHWAY 104 ON THE W SIDE OF A CULTIVATED FIELD,
 BK1477'158.5 FEET N OF SW FENCE POST OF MR. WRIGHTS 10-ACRE FIELD,
 BK1477'25.5 FEET E OF CENTER LINE OF HIGHWAY 104, AND 189.16 FEET
 BK1477'FROM STATION, N 33 DEG 41 MIN W.
 BK1477
 BK1477                          STATION RECOVERY (1936)
 BK1477
 BK1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 BK1477'STA-MARK AND REFERENCE MARKS FOUND AS DESCRIBED.  DESCRIPTION
 BK1477'ADEQUATE.
 BK1477'
 BK1477'DUE TO PREPARATIONS TO WIDEN THE RIGHT-OF-WAY AND PAVE WITH
 BK1477'CONCRETE, REFERENCE MARK NO. 2 WAS MOVED AT THE REQUEST OF
 BK1477'THE LOUISIANA HIGHWAY COMMISSION.
 BK1477'
 BK1477'THE FOLLOWING IS A NEW DESCRIPTION OF REFERENCE MARK NO. 2.
 BK1477'IT WAS MOVED 28 FEET TO THE E OF ITS FORMER POSITION AND IS
 BK1477'NOW ON THE POWER LINE.  1 FOOT W OF THE FENCE LINE, APPROXIMATELY
 BK1477'MIDWAY BETWEEN POWER POLES NUMBERED V-157 AND V-158.  THE
 BK1477'MARK IS APPROXIMATELY 500 FEET S OF THE INTERSECTION OF
 BK1477'HIGHWAY 381 AND HIGHWAY 104, AND PROJECTS ABOUT 4 INCHES ABOVE
 BK1477'THE SURFACE.
 BK1477'
 BK1477'OUTSIDE OF REFERENCE MARK NO. 2 ALL MARKS ARE DESCRIBED
 BK1477'SATISFACTORILY BY ORIGINAL DESCRIPTION.
 BK1477
 BK1477                          STATION RECOVERY (1936)
 BK1477
 BK1477'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BK1477'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--THE
 BK1477'FENCE RUNNING N-S HAS BEEN MOVED SO THAT THE MONUMENT IS 80
 BK1477'FEET E OF THE FENCE CORNER INSTEAD OF 103.2 FEET AS GIVEN IN
 BK1477'THE ORIGINAL DESCRIPTION.  INSTEAD OF THE ROUTE GIVEN, GO S
 BK1477'ON MAIN STREET IN SULPHUR TO HIGHWAY 104, THEN S 7.1 MILES
 BK1477'ON PAVED HIGHWAY ROUNDING S CURVE TO SMALL STORE AND FILLING
 BK1477'STATION.
 BK1477
 BK1477                          STATION RECOVERY (1947)
 BK1477
 BK1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK1477'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 BK1477'FOR THE FOLLOWING DESCREPANCIES--STATION IS NOW FLUSH WITH
 BK1477'THE GROUND AND COVERED BY A MAT OF DRY GRASS AND WEEDS.  THE
 BK1477'FENCE LINE BETWEEN TWO CULTIVATED FIELDS HAS BEEN MOVED TO
 BK1477'THE N AND A NEW FENCE LINE HAS BEEN BUILT TO THE S AND THE
 BK1477'STATION IS NOW IN THE CENTER OF THE LANE FORMED BY THESE
 BK1477'FENCE LINES.
 BK1477
 BK1477                          STATION RECOVERY (1965)
 BK1477
 BK1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DD)
 BK1477'THE STATION MARK, STAMPED WRIGHT 1931, IS ABOUT 0.1 MILE
 BK1477'SOUTH ALONG NORTH HUNTINGTON STREET FROM THE SOUTHERN PACIFIC
 BK1477'RAILROAD STATION AT SULPHUR, THENCE 6.9 MILES SOUTH ALONG
 BK1477'STATE HIGHWAY 27, IN SECTION 2, T 11 S, R 10 W, ABOUT 0.1 MILE
 BK1477'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 27 AND STATE ROADS 108
 BK1477'AND 1133, 130 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BK1477'81 FEET EAST OF A COMBINATION POWER AND TELEPHONE POLE, 79
 BK1477'FEET EAST OF A FENCE, 13 FEET WEST OF THE NORTHWEST CORNER
 BK1477'OF A SMALL ALUMINUM BUILDING, 1-1/2 FEET SOUTH OF A FENCE,
 BK1477'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BK1477'OF A CONCRETE POST FLUSH WITH THE GROUND.
 BK1477'
 BK1477'R.M. 1, STAMPED WRIGHT NO 1 1931, IS ABOUT 0.1 MILE SOUTH ALONG
 BK1477'NORTH HUNTINGTON STREET FROM THE SOUTHERN PACIFIC RAILROAD
 BK1477'STATION AT SULPHUR, THENCE 6.8 MILES SOUTH ALONG STATE HIGHWAY
 BK1477'27, THENCE 0.2 MILE EAST ALONG STATE ROAD 1133, IN SECTION 35,
 BK1477'T 10 S, R 10 W, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BK1477'315 FEET WEST OF A T-FENCE CORNER, 5 FEET NORTH OF A FENCE,
 BK1477'4.2 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 BK1477'THE LEVEL OF THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BK1477'CONCRETE POST PROJECTING 3 INCHES.
 BK1477'
 BK1477'R.M. 2, STAMPED WRIGHT NO 2 1931, IS 174-1/2 FEET NORTHWEST
 BK1477'OF THE STATION, 49 FEET EAST OF THE CENTER LINE OF STATE
 BK1477'HIGHWAY 27, 14 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST
 BK1477'OF A FENCE, 0.9 FOOT EAST OF A WOODEN WITNESS POST, ABOUT
 BK1477'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BK1477'OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1477
 BK1477                          STATION RECOVERY (1965)
 BK1477
 BK1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 BK1477'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1947 DESCRIPTION
 BK1477'IS ADEQUATE EXCEPT FOR HIGHWAY NO. WHICH NOW LOUISIANA HIGHWAY
 BK1477'27.
 BK1477
 BK1477                          STATION RECOVERY (1970)
 BK1477
 BK1477'RECOVERY NOTE BY LA DEPT OF HIGHWAYS 1970 (DJT)
 BK1477'THE STATION WAS VISITED FEBRUARY 3, 1970 AND THE STATION MARK,
 BK1477'REFERENCE MARK, NO. 1 (AZ. MK.), NO. 2 AND ALL WERE FOUND IN
 BK1477'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BK1477'
 BK1477'THE STATION IS LOCATED 7 MILES SOUTH OF SULPHUR AND 1.2 MILES
 BK1477'SOUTHWEST OF THE VINCENT SETTLEMENT, IN THE NORTHWEST, 1/4
 BK1477'OF SECTION 2, T11S, R10W, AND ON PROPERTY OWNED BY MRS. C.J.
 BK1477'WRIGHT.  IT IS 130 FEET EAST OF THE CENTERLINE OF LA. 27,
 BK1477'81 FEET EAST OF A COMBINATION TELEPHONE AND POWER POLE, 79
 BK1477'FEET EAST OF LA. 27 RIGHT OF WAY FENCE, 13 FEET WEST OF THE
 BK1477'NORTHWEST CORNER OF A SMALL ALUMINUM BUILDING, 1-1/2 FEET
 BK1477'SOUTH OF A EAST-WEST FENCE, 0.1 MILE SOUTH OF THE INTERSECTION
 BK1477'OF LA. 27, LA. 1133 AND LA. 108.  IT IS 2 FEET ABOVE HIGHWAY,
 BK1477'1-1/2 FEET SOUTH OF A STEEL WITNESS POST.
 BK1477'
 BK1477'IT IS A STANDARD TRIANGULATION DISK, STAMPED WRIGHT 1931,
 BK1477'PROJECTING 0 INCHES.
 BK1477'
 BK1477'REFERENCE MARK NO. 1 IS 1035.02 FEET NORTHEAST OF THE STATION.
 BK1477'IT IS 27 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 1133, 315
 BK1477'FEET WEST OF A T-FENCE CORNER, 5 FEET NORTH OF A BARBED WIRE
 BK1477'FENCE LINE, 0.2 MILE EAST OF INTERSECTION OF LA. 27, LA. 1133,
 BK1477'AND LA. 108, 4 FEET NORTH OF A STEEL WITNESS POST.  THIS
 BK1477'MARK SERVES AS AZIMUTH FOR STATION WRIGHT 1931.  IT IS A
 BK1477'STANDARD DISK, STAMPED WRIGHT NO. 1 1931, PROJECTING 3 INCHES.
 BK1477'
 BK1477'REFERENCE MARK NO. 2 IS 174.50 FEET NORTHWEST OF THE STATION.  IT
 BK1477'IS 49 FEET EAST OF THE CENTERLINE OF LA. 27, 14 FEET SOUTH OF A
 BK1477'TELEPHONE POLE, 1 FOOT WEST OF A COMBINATION MESH AND BARBED
 BK1477'WIRE FENCE, 0.1 MILE SOUTH OF THE INTERSECTION OF LA. 27,
 BK1477'LA. 113, AND LA. 108, 1 FOOT EAST OF A STEEL WITNESS POST,
 BK1477'ABOUT LEVEL WITH THE HIGHWAY.  IT IS A STANDARD REFERENCE
 BK1477'MARK DISK STAMPED WRIGHT NO. 2 1931, PROJECTING 3 INCHES.
 BK1477'
 BK1477'TO REACH THE STATION FROM THE VINCENT SETTLEMENT ELEMENTARY
 BK1477'SCHOOL, GO 1.1 MILE SOUTHWEST ALONG STATE ROUTE 1133, THENCE
 BK1477'0.1 MILE SOUTH ALONG LA. 27 TO THE STATION ON THE LEFT.
 BK1477'
 BK1477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES
 BK1477'SOUTHWEST OF THE VINCENT SETTLEMENT
 BK1477
 BK1477                          STATION RECOVERY (1970)
 BK1477
 BK1477'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BK1477'1.3 MI SW FROM VINCENT SETTLEMENT.
 BK1477'ABOUT 0.1 MILE SOUTH ALONG A PARISH ROAD LEADING SOUTH FROM THE
 BK1477'VINCENT SETTLEMENT ELEMENTARY SCHOOL, THENCE 1.1 MILE SOUTHWEST ALONG
 BK1477'STATE ROUTE 1133, THENCE 0.1 MILE SOUTH ALONG LA. 27, 130 FEET EAST OF
 BK1477'THE CENTERLINE OF LA. 27, 81 FEET EAST OF A COMBINATION POWER AND
 BK1477'TELEPHONE POLE, 79 FEET EAST OF THE RIGHT OF WAY FENCE, 13 FEET WEST
 BK1477'OF THE NORTHWEST CORNER OF A SMALL ALUMINUM BUILDING, 1 1/2 FEET SOUTH
 BK1477'OF AN EAST-WEST FENCE, 0.1 MILE SOUTH OF THE INTERSECTION OF LA. 27
 BK1477'AND LA. 1133 AND LA. 108, ABOUT 2 FEET ABOVE ROADWAY, SET IN THE TOP
 BK1477'OF A CONCRETE POST LEVEL WITH THE GROUND.  SEC 2, T 11S, R 10W.
 BK1477
 BK1477                          STATION RECOVERY (1978)
 BK1477
 BK1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BK1477'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BK1477'REFERENCE MARK 1 WAS FOUND TILTED OUT OF POSITION.  REFERENCE MARK 2
 BK1477'WAS FOUND IN GOOD CONDITION AND THE PROPERTY OWNER REQUESTED THE
 BK1477'MARK BE MOVED THIS DATE.  REFERENCE MARKS 3 AND 4 AND AN AZIMUTH
 BK1477'MARK WERE ESTABLISHED THIS DATE AND AFTER OBSERVATIONS, THE
 BK1477'REFERENCE MARK 2 MONUMENT WAS REMOVED.  FOLLOWING IS A NEW
 BK1477'COMPLETE DESCRIPTION--
 BK1477'
 BK1477'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF LAKE CHARLES
 BK1477'AND 6 MILES SOUTH OF SULPHUR, IN A SMALL FENCED PASTURE AREA OWNED
 BK1477'BY MR. WAYNE NORWOOD, RT. 3 BOX 1249 SULPHUR, LA.
 BK1477'
 BK1477'TO REACH THE STATION FROM THE INTERCHANGE AND OVERPASS OF INTERSTATE
 BK1477'HIGHWAY 10 AND STATE HIGHWAY 27 AT THE SOUTH EDGE OF SULPHUR, GO
 BK1477'SOUTH ON HIGHWAY 27 FOR 5.2 MILE TO THE JUNCTION OF HIGHWAYS 108
 BK1477'LEADING WEST AND 1133 LEADING EAST, CONTINUE SOUTH ON HIGHWAY 27
 BK1477'FOR 0.15 MILES TO THE NORWOOD BRICK HOME ON THE LEFT AND THE
 BK1477'STATION MARK ON THE LEFT AS DESCRIBED.
 BK1477'
 BK1477'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED, WRIGHT 1931,
 BK1477'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 BK1477'WITH THE GROUND SURFACE.  IT IS 192.5 FEET SOUTHWEST OF THE
 BK1477'SOUTHWEST CORNER OF THE BRICK HOUSE, 147.5 FEET SOUTHWEST OF A
 BK1477'POWER POLE WITH LAMP ATTACHED AT THE TOP, 78 FEET EAST OF A
 BK1477'RAILROAD TIE FENCE CORNER POST, 8 FEET EAST-SOUTHEAST OF A
 BK1477'14-INCH TREE AND 1 FOOT NORTH OF THE EAST-WEST PROPERTY AND PASTURE
 BK1477'FENCELINE.  THE UNDERGROUND STATION MARK WAS NOT INSPECTED
 BK1477'THIS DATE.
 BK1477'
 BK1477'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WRIGHT 1931 NO 3 1978,
 BK1477'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 BK1477'THE GROUND SURFACE.  IT IS 39.8 FEET SOUTHWEST OF THE SOUTHEAST
 BK1477'CORNER OF THE BRICK HOUSE, 23 FEET SOUTH OF THE SOUTHWEST CORNER
 BK1477'OF THE BRICK HOUSE AND 1 FOOT SOUTH OF THE YARD AND PASTURE
 BK1477'FENCELINE.
 BK1477'
 BK1477'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, WRIGHT 1931 NO 4
 BK1477'1978, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH
 BK1477'WITH THE GROUND SURFACE.  IT IS 199.6 FEET WEST-SOUTHWEST OF THE
 BK1477'SOUTHWEST CORNER OF THE BRICK HOUSE, 136 FEET SOUTH OF THE CENTER
 BK1477'OF THE GRAVELED DRIVEWAY TO THE HOUSE AND 1.4 FEET NORTHWEST OF A
 BK1477'RAILROAD TIE CORNER FENCE POST WITH WITNESS SIGN ATTACHED.
 BK1477'
 BK1477'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, WRIGHT 1931 1978,
 BK1477'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH
 BK1477'WITH THE GROUND SURFACE.  IT IS 42 FEET EAST OF THE CENTER OF A
 BK1477'DRIVEWAY TO THE BRICK HOUSE OWNED BY MR. WALTER STANLEY, 39 FEET
 BK1477'SOUTH OF THE CENTER OF HIGHWAY 108 AND 5 FEET EAST OF A POWER
 BK1477'POLE.
 BK1477'
 BK1477'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 27
 BK1477'FOR 0.15 MILE TO THE JUNCTION OF HIGHWAYS 108 AND 1133, TURN LEFT
 BK1477'AND GO WEST ON HIGHWAY 108 FOR 0.15 MILE TO THE AZIMUTH MARK AND THE
 BK1477'HOME OF MR. WALTER STANLEY ON THE LEFT.
 BK1477'
 BK1477'NOTE--REBAR PLACED IN CONCRETE MONUMENTS OF THE MARKS SET THIS
 BK1477'DATE.
 BK1477'
 BK1477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES SOUTH
 BK1477'OF SULPHUR.
 BK1477
 BK1477                          STATION RECOVERY (1981)
 BK1477
 BK1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1477'RECOVERED IN GOOD CONDITION.
 BK1477
 BK1477                          STATION RECOVERY (1984)
 BK1477
 BK1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BK1477'ABOUT 9.0 KM (5.6 MI) SOUTH ALONG STATE HIGHWAY 27 FROM ITS JUNCTION
 BK1477'WITH INTERSTATE HIGHWAY 10 IN SULPHUR TO CARYLSS CROSSROADS AND
 BK1477'JUNCTION WITH STATE HIGHWAYS 108 AND 1133. CONTINUE SOUTH FOR 0.15 KM
 BK1477'(0.1 MI) TO MARK ON LEFT IN FENCE LINE. MARK IS 2 CM BELOW GROUND,
 BK1477'24.2 METERS EAST OF THE RIGHT-OF-WAY FENCE, 63.2 METERS SOUTHWEST OF
 BK1477'SOUTHWEST CORNER OF BRICK HOUSE, 48.8 METERS WEST-SOUTHWEST OF A
 BK1477'UTILITY POLE WITH YARD LIGHT, 2.5 METERS EAST OF A 45-CM TREE AND 0.3
 BK1477'METERS NORTH OF A METAL
 BK1477
 BK1477                          STATION RECOVERY (1997)
 BK1477
 BK1477'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1477'RECOVERED IN GOOD CONDITION.
 BK1477
 BK1477                          STATION RECOVERY (2002)
 BK1477
 BK1477'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTA)
 BK1477'RECOVERED IN GOOD CONDITION.
 BK1477
 BK1477                          STATION RECOVERY (2006)
 BK1477
 BK1477'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK1477'IT WAS REPORTED THAT SOMETIME DURING HURRICANE RITA THE STONE THAT THE
 BK1477'MARK IS SET IN WAS WASHED OFF OF POSITION. IT WAS PLACED IN ITS
 BK1477'CURRENT POSITION BY RAILROAD WORKERS REPAIRING STORM DAMAGE TO THE RR
 BK1477'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3158 ***********************************************************************
 BK3158  DESIGNATION -  WRIGHT 1931 AZ MK
 BK3158  PID         -  BK3158
 BK3158  STATE/COUNTY-  LA/CALCASIEU
 BK3158  USGS QUAD   -  WESTLAKE (1996)
 BK3158
 BK3158                         *CURRENT SURVEY CONTROL
 BK3158  ___________________________________________________________________
 BK3158* NAD 83(1992)-  30 08 22.45537(N)    093 22 11.86851(W)     ADJUSTED  
 BK3158* NAVD 88     -         3.1  **(meters)      10.   **(feet)  VERTCON   
 BK3158  **This station is located in a subsidence area (see below).
 BK3158  ___________________________________________________________________
 BK3158  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK3158  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3158
 BK3158  HORZ ORDER  -  THIRD
 BK3158
 BK3158.The horizontal coordinates were established by classical geodetic methods
 BK3158.and adjusted by the National Geodetic Survey in January 1993..
 BK3158.No horizontal observational check was made to the station.
 BK3158
 BK3158 ** The orthometric height has not been validated since last determined
 BK3158 ** by differential leveling and should not be used for control purposes.
 BK3158 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK3158 ** area with valid NAVD 88 orthometric heights.
 BK3158 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3158 ** epoch indicated which incorporates improved geoid heights for the
 BK3158 ** Southern Louisiana Subsidence area.
 BK3158 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK3158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3158
 BK3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3158
 BK3158.The geoid height was determined by GEOID03.
 BK3158
 BK3158;                    North         East     Units Scale Factor Converg.
 BK3158;SPC LA S     -   183,480.901   803,793.024   MT  0.99992866   -1 01 06.0
 BK3158;SPC LA S     -   601,970.26  2,637,110.95   sFT  0.99992866   -1 01 06.0
 BK3158;UTM  15      - 3,334,308.870   464,367.792   MT  0.99961566   -0 11 08.7
 BK3158
 BK3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3158!SPC LA S     -   1.00000380  x   0.99992866  =   0.99993246
 BK3158!UTM  15      -   1.00000380  x   0.99961566  =   0.99961946
 BK3158
 BK3158                          SUPERSEDED SURVEY CONTROL
 BK3158
 BK3158  NAD 83(1986)-  30 08 22.47587(N)    093 22 11.85640(W) AD(       ) 3
 BK3158  NAD 27      -  30 08 21.72474(N)    093 22 11.29903(W) AD(       ) 3
 BK3158  NGVD 29 (07/19/86)    3.1    (m)           10.     (f) VERT ANG       
 BK3158
 BK3158.Superseded values are not recommended for survey control.
 BK3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3158.See file dsdata.txt to determine how the superseded data were derived.
 BK3158
 BK3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6436834309(NAD 83)
 BK3158_MARKER: DZ = AZIMUTH MARK DISK
 BK3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK3158+STABILITY: SURFACE MOTION
 BK3158
 BK3158  HISTORY     - Date     Condition        Report By
 BK3158  HISTORY     - 1978     MONUMENTED       NGS
 BK3158  HISTORY     - 20021102 GOOD             USPSQD
 BK3158  HISTORY     - 20060311 GOOD             USPSQD
 BK3158
 BK3158                          STATION DESCRIPTION
 BK3158
 BK3158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BK3158'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF LAKE CHARLES AND
 BK3158'6 MILES SOUTH OF SULPHUR, IN A SMALL FENCED PASTURE AREA OWNED BY
 BK3158'MR. WAYNE NORWOOD, RT. 3 BOX 1249 SULPHUR, LA.
 BK3158'
 BK3158'TO REACH THE STATION FROM THE INTERCHANGE AND OVERPASS OF INTERSTATE
 BK3158'HIGHWAY 10 AND STATE HIGHWAY 27 AT THE SOUTH EDGE OF SULPHUR, GO
 BK3158'SOUTH ON HIGHWAY 27 FOR 5.2 MILE TO THE JUNCTION OF HIGHWAYS 108
 BK3158'LEADING WEST AND 1133 LEADING EAST, CONTINUE SOUTH ON HIGHWAY 27
 BK3158'FOR 0.15 MILES TO THE NORWOOD BRICK HOME ON THE LEFT AND THE
 BK3158'STATION MARK ON THE LEFT AS DESCRIBED.
 BK3158'
 BK3158'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, WRIGHT 1931 1978, SET
 BK3158'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 BK3158'THE GROUND SURFACE.  IT IS 42 FEET EAST OF THE CENTER OF A DRIVEWAY
 BK3158'TO THE BRICK HOUSE OWNED BY MR. WALTER STANLEY, 39 FEET SOUTH OF
 BK3158'THE CENTER OF HIGHWAY 108 AND 5 FEET EAST OF A POWER POLE.
 BK3158'
 BK3158'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 27
 BK3158'FOR 0.15 MILE TO THE JUNCTION OF HIGHWAYS 108 AND 1133, TURN LEFT
 BK3158'AND GO WEST ON HIGHWAY 108 FOR 0.15 MILE TO THE AZIMUTH MARK AND
 BK3158'THE HOME OF MR. WALTER STANLEY ON THE LEFT.
 BK3158'
 BK3158'NOTE--REBAR PLACED IN CONCRETE MONUMENTS OF THE MARKS SET THIS DATE.
 BK3158'
 BK3158'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 BK3158'SOUTH OF SULPHUR.
 BK3158
 BK3158                          STATION RECOVERY (2002)
 BK3158
 BK3158'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTA)
 BK3158'RECOVERED IN GOOD CONDITION.
 BK3158
 BK3158                          STATION RECOVERY (2006)
 BK3158
 BK3158'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK3158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1475 ***********************************************************************
 BK1475  DESIGNATION -  WRIGHT RM 1
 BK1475  PID         -  BK1475
 BK1475  STATE/COUNTY-  LA/CALCASIEU
 BK1475  USGS QUAD   -  WESTLAKE (1996)
 BK1475
 BK1475                         *CURRENT SURVEY CONTROL
 BK1475  ___________________________________________________________________
 BK1475* NAD 83(1992)-  30 08 23.13950(N)    093 21 52.98676(W)     ADJUSTED  
 BK1475* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BK1475  **This station is located in a subsidence area (see below).
 BK1475  ___________________________________________________________________
 BK1475  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK1475  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK1475  DYNAMIC HT  -           3.5   (meters)      11.    (feet)  COMP
 BK1475  MODELED GRAV-     979,312.0   (mgal)                       NAVD 88
 BK1475
 BK1475  HORZ ORDER  -  SECOND
 BK1475  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1475
 BK1475.The horizontal coordinates were established by classical geodetic methods
 BK1475.and adjusted by the National Geodetic Survey in January 1993..
 BK1475
 BK1475 ** The orthometric height has not been validated since last determined
 BK1475 ** by differential leveling and should not be used for control purposes.
 BK1475 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK1475 ** area with valid NAVD 88 orthometric heights.
 BK1475 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1475 ** epoch indicated which incorporates improved geoid heights for the
 BK1475 ** Southern Louisiana Subsidence area.
 BK1475 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1475.The orthometric height was scaled from a topographic map.
 BK1475.The vertical order pertains to the NGVD 29 superseded value.
 BK1475
 BK1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1475
 BK1475.The geoid height was determined by GEOID03.
 BK1475
 BK1475.The dynamic height is computed by dividing the NAVD 88
 BK1475.geopotential number by the normal gravity value computed on the
 BK1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1475.degrees latitude (g = 980.6199 gals.).
 BK1475
 BK1475.The modeled gravity was interpolated from observed gravity values.
 BK1475
 BK1475;                    North         East     Units Scale Factor Converg.
 BK1475;SPC LA S     -   183,492.993   804,298.636   MT  0.99992867   -1 00 56.6
 BK1475;SPC LA S     -   602,009.93  2,638,769.77   sFT  0.99992867   -1 00 56.6
 BK1475;UTM  15      - 3,334,328.302   464,873.017   MT  0.99961522   -0 10 59.3
 BK1475
 BK1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1475!SPC LA S     -   1.00000374  x   0.99992867  =   0.99993241
 BK1475!UTM  15      -   1.00000374  x   0.99961522  =   0.99961896
 BK1475
 BK1475                          SUPERSEDED SURVEY CONTROL
 BK1475
 BK1475  NAD 83(1986)-  30 08 23.16007(N)    093 21 52.97470(W) AD(       ) 2
 BK1475  NAD 27      -  30 08 22.40853(N)    093 21 52.41747(W) AD(       ) 2
 BK1475  NGVD 29 (??/??/??)    3.444  (m)           11.30   (f) ADJUSTED    1 2
 BK1475
 BK1475.Superseded values are not recommended for survey control.
 BK1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1475.See file dsdata.txt to determine how the superseded data were derived.
 BK1475
 BK1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6487334328(NAD 83)
 BK1475_MARKER: DR = REFERENCE MARK DISK
 BK1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1475_STAMPING: WRIGHT NO. 1 1931
 BK1475_MARK LOGO: CGS   
 BK1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1475+STABILITY: SURFACE MOTION
 BK1475
 BK1475  HISTORY     - Date     Condition        Report By
 BK1475  HISTORY     - 1965     MONUMENTED       CGS
 BK1475  HISTORY     - 1970     GOOD             LADTD
 BK1475  HISTORY     - 1981     GOOD             NGS
 BK1475  HISTORY     - 19970208 POOR             USPSQD
 BK1475  HISTORY     - 20011125 GOOD             USPSQD
 BK1475  HISTORY     - 20060312 GOOD             USPSQD
 BK1475
 BK1475                          STATION DESCRIPTION
 BK1475
 BK1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BK1475'STATION IS ABOUT 0.1 MILE SOUTH ALONG
 BK1475'NORTH HUNTINGTON STREET FROM THE SOUTHERN PACIFIC RAILROAD
 BK1475'STATION AT SULPHUR, THENCE 6.8 MILES SOUTH ALONG STATE HIGHWAY
 BK1475'27, THENCE 0.2 MILE EAST ALONG STATE ROAD 1133, IN SECTION 35,
 BK1475'T 10 S, R 10 W, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BK1475'315 FEET WEST OF A T-FENCE CORNER, 5 FEET NORTH OF A FENCE,
 BK1475'4.2 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 BK1475'THE LEVEL OF THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BK1475'CONCRETE POST PROJECTING 3 INCHES.
 BK1475
 BK1475                          STATION RECOVERY (1970)
 BK1475
 BK1475'RECOVERY NOTE BY LA TRANSP AND DEV 1970
 BK1475'1.0 MI SW FROM VINCENT SETTLEMENT.
 BK1475'ABOUT 0.1 MILE SOUTH ALONG A PARISH ROAD LEADING SOUTH FROM THE
 BK1475'VINCENT SETTLEMENT ELEMENTARY SCHOOL, THENCE 0.9 MILE SOUTHWEST ALONG
 BK1475'STATE ROUTE 1133, 27 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 1133,
 BK1475'315 FEET WEST OF A T-FENCE CORNER, 5 FEET NORTH OF A FENCE LINE, 0.2
 BK1475'MILE EAST OF LA. 27, 4 FEET NORTH OF A STEEL WITNESS POST, 3 FEET
 BK1475'ABOVE ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1475'SEC 35, T 10S, R 10W.
 BK1475
 BK1475                          STATION RECOVERY (1981)
 BK1475
 BK1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1475'RECOVERED IN GOOD CONDITION.
 BK1475
 BK1475                          STATION RECOVERY (1997)
 BK1475
 BK1475'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1475'MARK RECOVERED IN POOR CONDITION.
 BK1475
 BK1475                          STATION RECOVERY (2001)
 BK1475
 BK1475'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BK1475'RECOVERED IN GOOD CONDITION.
 BK1475
 BK1475                          STATION RECOVERY (2006)
 BK1475
 BK1475'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2313 ***********************************************************************
 BK2313  DESIGNATION -  WRIGHT RM 4
 BK2313  PID         -  BK2313
 BK2313  STATE/COUNTY-  LA/CALCASIEU
 BK2313  USGS QUAD   -  WESTLAKE (1996)
 BK2313
 BK2313                         *CURRENT SURVEY CONTROL
 BK2313  ___________________________________________________________________
 BK2313* NAD 83(1992)-  30 08 17.63223(N)    093 22 02.68368(W)     ADJUSTED  
 BK2313* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 BK2313  **This station is located in a subsidence area (see below).
 BK2313  ___________________________________________________________________
 BK2313  X           -    -324,269.852 (meters)                     COMP
 BK2313  Y           -  -5,511,026.303 (meters)                     COMP
 BK2313  Z           -   3,183,622.870 (meters)                     COMP
 BK2313  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK2313  ELLIP HEIGHT-         -24.07  (meters)          (02/20/02) GPS OBS
 BK2313  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2313  DYNAMIC HT  -           3.4   (meters)      11.    (feet)  COMP
 BK2313  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 BK2313
 BK2313  HORZ ORDER  -  THIRD
 BK2313  VERT ORDER  -  THIRD (See Below)
 BK2313  ELLP ORDER  -  FOURTH    CLASS I
 BK2313
 BK2313.The horizontal coordinates were established by classical geodetic methods
 BK2313.and adjusted by the National Geodetic Survey in January 1993..
 BK2313.No horizontal observational check was made to the station.
 BK2313
 BK2313 ** The orthometric height has not been validated since last determined
 BK2313 ** by differential leveling and should not be used for control purposes.
 BK2313 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BK2313 ** area with valid NAVD 88 orthometric heights.
 BK2313 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2313 ** epoch indicated which incorporates improved geoid heights for the
 BK2313 ** Southern Louisiana Subsidence area.
 BK2313 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2313.The orthometric height was scaled from a topographic map.
 BK2313.The vertical order pertains to the first NAVD 88 superseded value.
 BK2313
 BK2313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2313
 BK2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2313
 BK2313.The ellipsoidal height was determined by GPS observations
 BK2313.and is referenced to NAD 83.
 BK2313
 BK2313.The geoid height was determined by GEOID03.
 BK2313
 BK2313.The dynamic height is computed by dividing the NAVD 88
 BK2313.geopotential number by the normal gravity value computed on the
 BK2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2313.degrees latitude (g = 980.6199 gals.).
 BK2313
 BK2313.The modeled gravity was interpolated from observed gravity values.
 BK2313
 BK2313;                    North         East     Units Scale Factor Converg.
 BK2313;SPC LA S     -   183,328.050   804,036.156   MT  0.99992861   -1 01 01.4
 BK2313;SPC LA S     -   601,468.78  2,637,908.62   sFT  0.99992861   -1 01 01.4
 BK2313;UTM  15      - 3,334,159.615   464,613.043   MT  0.99961545   -0 11 04.1
 BK2313
 BK2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2313!SPC LA S     -   1.00000378  x   0.99992861  =   0.99993239
 BK2313!UTM  15      -   1.00000378  x   0.99961545  =   0.99961923
 BK2313
 BK2313                          SUPERSEDED SURVEY CONTROL
 BK2313
 BK2313  ELLIP H (01/21/93)  -23.98   (m)                       GP(       ) 4 2
 BK2313  NAD 83(1986)-  30 08 17.65276(N)    093 22 02.67158(W) AD(       ) 3
 BK2313  NAD 27      -  30 08 16.90146(N)    093 22 02.11446(W) AD(       ) 3
 BK2313  NAVD 88 (01/13/95)    3.35   (m)           11.0    (f) LEVELING    3  
 BK2313  NGVD 29 (??/??/??)    3.324  (m)           10.91   (f) ADJUSTED    1 2
 BK2313
 BK2313.Superseded values are not recommended for survey control.
 BK2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2313.See file dsdata.txt to determine how the superseded data were derived.
 BK2313
 BK2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP6461334160(NAD 83)
 BK2313_MARKER: DR = REFERENCE MARK DISK
 BK2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2313_SP_SET: CONCRETE POST
 BK2313_STAMPING: WRIGHT 1931 NO 4 1978
 BK2313_MARK LOGO: NGS   
 BK2313_PROJECTION: FLUSH
 BK2313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BK2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2313+STABILITY: SURFACE MOTION
 BK2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2313+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1990
 BK2313
 BK2313  HISTORY     - Date     Condition        Report By
 BK2313  HISTORY     - 1978     MONUMENTED       NGS
 BK2313  HISTORY     - 1981     GOOD             NGS
 BK2313  HISTORY     - 1987     GOOD             LADTD
 BK2313  HISTORY     - 19901226 GOOD             VFM
 BK2313  HISTORY     - 19970208 GOOD             USPSQD
 BK2313  HISTORY     - 20021102 GOOD             USPSQD
 BK2313  HISTORY     - 20060312 GOOD             USPSQD
 BK2313
 BK2313                          STATION DESCRIPTION
 BK2313
 BK2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2313'2.2 KM (1.3 MI) SW FROM VINCENT SETTLEMENT.
 BK2313'0.2 KILOMETER (0.1 MILE) SOUTH ALONG A PARISH ROAD FROM THE VINCENT
 BK2313'SETTLEMENT, THENCE 1.8 KILOMETERS (1.1 MILES) SOUTHWEST ALONG STATE
 BK2313'HIGHWAY 1133, THENCE 0.2 KILOMETER (0.1 MILE) SOUTH ALONG STATE
 BK2313'HIGHWAY 27 TO THE MARK ON THE LEFT, 15.54 METERS (51.0 FEET) EAST OF
 BK2313'THE CENTERLINE OF THE HIGHWAY, 10.15 METERS (36.5 FEET) SOUTH OF A
 BK2313'UTILITY POLE, 0.7 METER (2.3 FEET) NORTHEAST OF A 4- BY 4-INCH FENCE
 BK2313'CORNER POST.
 BK2313'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 BK2313'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2313
 BK2313                          STATION RECOVERY (1987)
 BK2313
 BK2313'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BK2313'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BK2313'THE MARK WAS INCORPERATED IN THE GPS SURVEY FOR CALCASIEU PARISH.
 BK2313'
 BK2313'THE STATION IS LOCATED ABOUT 11 KM (7.1 MI) SOUTH OF SULPHUR, ON
 BK2313'THE RIGHT-OF-WAY OF STATE HIGHWAY 27, IN A LAWN, ALONG A WOOD RAIL
 BK2313'FENCE, JUST SOUTH OF THE JUNCTION OF HIGHWAY 27 AND STATE HIGHWAYS
 BK2313'108 AND 1133.
 BK2313'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BK2313'
 BK2313'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BK2313'STATE HIGHWAY 27 IN SULPHUR, GO SOUTH FOR 3.5 KM (2.2 MI) ON
 BK2313'HIGHWAY 27 TO ITS JUNCTION WITH STATE HIGHWAY 108 ON THE LEFT.
 BK2313'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 5.1 KM (3.2 MI) ON
 BK2313'HIGHWAYS 27 AND 108 TO A CROSSROAD AND JUNCTION WITH STATE HIGHWAY
 BK2313'1133.  (TO REACH THE AZIMUTH MARK, TURN RIGHT AND GO WEST FOR 0.2
 BK2313'KM (0.15 MI) ON HIGHWAY 108 TO THE MARK ON THE LEFT).
 BK2313'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.16 KM (0.1 MI) ON
 BK2313'HIGHWAY 27 TO THE STATION ON THE LEFT.
 BK2313'
 BK2313'THE STATION IS A STANDARD NGS REFERENCE DISK
 BK2313'STAMPED---WRIGHT 1931 NO 4 1978---,
 BK2313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BK2313'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BK2313'15.5 METERS (51 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BK2313'0.4 METERS (1.5 FT) NORTH-NORTHEAST FROM A RAILROAD TIE FENCE
 BK2313'CORNERPOST AT A JOG IN THE FNECE,
 BK2313'2 METERS (6.5 FT) WEST FROM THE SOUTH END OF A WOOD RAIL FENCE,
 BK2313'11.3 METERS (37 FT) SOUTH FROM A UTILITY POLE BETWEEN TELEPHONE
 BK2313'PEDESTALS 2/65 AND 6-33R 1F AND
 BK2313'41.5 METERS (136 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVE TO A
 BK2313'HOUSE.
 BK2313'
 BK2313'AZIMUTH MARK NO. 1 IS A STANDARD NGS AZIMUTH DISK
 BK2313'STAMPED---WRIGHT 1931 1978---,
 BK2313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 BK2313'FLUSH WITH THE GROUND.
 BK2313'12.1 METERS (39.5 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 BK2313'1.4 METERS (4.5 FT) EAST FROM A UTILITY POLE,
 BK2313'12.8 METERS (42 FT) EAST FROM THE CENTER OF A CONCRETE DIRVE TO A
 BK2313'HOUSE AND
 BK2313'PEDESTAL 6 31 F.
 BK2313'TO REACH THE AZIMUTH FROM THE STATION,
 BK2313'GO NORTH FOR 0.16 KM (0.1 MI) ON HIGHWAY 27 TO A ROAD LEFT.
 BK2313'TURN LEFT AND GO WEST FOR 0.2 KM (0.15 MI) ON HIGHWAY 108 TO THE
 BK2313'MARK ON THE LEFT.
 BK2313
 BK2313                          STATION RECOVERY (1990)
 BK2313
 BK2313'RECOVERY NOTE BY VERNON F. MEYER AND ASSOCIATES INCORPO 1990 (CEL)
 BK2313'RECOVERED AS DESCRIBED
 BK2313
 BK2313                          STATION RECOVERY (1997)
 BK2313
 BK2313'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK2313'RECOVERED IN GOOD CONDITION.
 BK2313
 BK2313                          STATION RECOVERY (2002)
 BK2313
 BK2313'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTA)
 BK2313'RECOVERED IN GOOD CONDITION.
 BK2313
 BK2313                          STATION RECOVERY (2006)
 BK2313
 BK2313'RECOVERY NOTE BY US POWER SQUADRON 2006
 BK2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1556 ***********************************************************************
 BW1556  DESIGNATION -  WW 42
 BW1556  PID         -  BW1556
 BW1556  STATE/COUNTY-  LA/CATAHOULA
 BW1556  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1556
 BW1556                         *CURRENT SURVEY CONTROL
 BW1556  ___________________________________________________________________
 BW1556* NAD 83(1986)-  31 42 44.     (N)    091 49 34.     (W)     SCALED    
 BW1556* NAVD 88     -        19.06   (+/-2cm)      62.5    (feet)  VERTCON   
 BW1556  ___________________________________________________________________
 BW1556  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BW1556
 BW1556  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1556
 BW1556.The horizontal coordinates were scaled from a topographic map and have
 BW1556.an estimated accuracy of +/- 6 seconds.
 BW1556
 BW1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1556.The vertical order pertains to the NGVD 29 superseded value.
 BW1556
 BW1556.The geoid height was determined by GEOID03.
 BW1556
 BW1556;                    North         East    Units  Estimated Accuracy
 BW1556;SPC LA N     -   134,600.    1,063,870.      MT  (+/- 180 meters Scaled)
 BW1556
 BW1556                          SUPERSEDED SURVEY CONTROL
 BW1556
 BW1556  NGVD 29 (??/??/92)   19.057  (m)           62.52   (f) ADJ UNCH    1 2
 BW1556
 BW1556.Superseded values are not recommended for survey control.
 BW1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1556.See file dsdata.txt to determine how the superseded data were derived.
 BW1556
 BW1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR112091(NAD 83)
 BW1556_MARKER: DB = BENCH MARK DISK
 BW1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1556_SP_SET: CULVERT
 BW1556_STAMPING: WW 42 1950
 BW1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1556
 BW1556  HISTORY     - Date     Condition        Report By
 BW1556  HISTORY     - 1950     MONUMENTED       CGS
 BW1556  HISTORY     - 1966     GOOD             NGS
 BW1556
 BW1556                          STATION DESCRIPTION
 BW1556
 BW1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1556'0.2 MI N FROM WALLACE RIDGE.
 BW1556'ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE INTERSECTION OF
 BW1556'THE HIGHWAY AND STATE HIGHWAY 923 AT WALLACE RIDGE, IN SECTION 35, T 8
 BW1556'N, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 BW1556'THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A PIPE CULVERT, 95
 BW1556'FEET SOUTH OF A POWER POLE, 20 FEET WEST OF THE EAST HIGHWAY
 BW1556'RIGHT-OF-WAY FENCE, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 BW1556'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2729 ***********************************************************************
 AU2729  DESIGNATION -  WYNHOVEN
 AU2729  PID         -  AU2729
 AU2729  STATE/COUNTY-  LA/JEFFERSON
 AU2729  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU2729
 AU2729                         *CURRENT SURVEY CONTROL
 AU2729  ___________________________________________________________________
 AU2729* NAD 83(1992)-  29 53 33.84870(N)    090 05 49.93672(W)     ADJUSTED  
 AU2729* NAVD 88     -        30.3  **(meters)      99.   **(feet)  VERTCON   
 AU2729  **This station is located in a subsidence area (see below).
 AU2729  ___________________________________________________________________
 AU2729  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2729  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AU2729
 AU2729  HORZ ORDER  -  FIRST
 AU2729
 AU2729.The horizontal coordinates were established by classical geodetic methods
 AU2729.and adjusted by the National Geodetic Survey in January 1993..
 AU2729
 AU2729 ** The orthometric height has not been validated since last determined
 AU2729 ** by differential leveling and should not be used for control purposes.
 AU2729 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2729 ** area with valid NAVD 88 orthometric heights.
 AU2729 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2729 ** epoch indicated which incorporates improved geoid heights for the
 AU2729 ** Southern Louisiana Subsidence area.
 AU2729 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AU2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2729
 AU2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2729
 AU2729.The geoid height was determined by GEOID03.
 AU2729
 AU2729;                    North         East     Units Scale Factor Converg.
 AU2729;SPC LA S     -   155,020.831 1,119,386.546   MT  0.99992751   +0 37 05.1
 AU2729;SPC LA S     -   508,597.51  3,672,520.69   sFT  0.99992751   +0 37 05.1
 AU2729;UTM  15      - 3,310,440.703   780,329.275   MT  1.00056969   +1 26 51.5
 AU2729
 AU2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2729!SPC LA S     -   0.99999930  x   0.99992751  =   0.99992681
 AU2729!UTM  15      -   0.99999930  x   1.00056969  =   1.00056899
 AU2729
 AU2729:                Primary Azimuth Mark                     Grid Az
 AU2729:SPC LA S     -  HARVEY BRER RABBIT TANK                  008 28 02.5
 AU2729:UTM  15      -  HARVEY BRER RABBIT TANK                  007 38 16.1
 AU2729
 AU2729|---------------------------------------------------------------------|
 AU2729| PID    Reference Object                     Distance      Geod. Az  |
 AU2729|                                                           dddmmss.s |
 AU2729| AU2659 HARVEY BRER RABBIT TANK             APPROX. 1.6 KM 0090507.6 |
 AU2729| AU2724 HARVEY WHITEMAN TOWING MAST         APPROX. 3.2 KM 0443328.4 |
 AU2729| AU2680 HARVEY WATER TANK                   APPROX. 2.9 KM 0521451.2 |
 AU2729| AU2725 HARVEY TEXACO RADIO TOWER           APPROX. 1.6 KM 0755533.9 |
 AU2729| DD8254 WYNHOVEN RM 1                        15.745 METERS 08235     |
 AU2729| AU2668 HARVEY MUNICIPAL WATER TANK         APPROX. 1.3 KM 1461706.2 |
 AU2729| DD8255 WYNHOVEN RM 2                         8.244 METERS 15901     |
 AU2729| AU2791 WESTWEGO 2 RM 6                     APPROX. 4.7 KM 2982008.9 |
 AU2729|---------------------------------------------------------------------|
 AU2729
 AU2729                          SUPERSEDED SURVEY CONTROL
 AU2729
 AU2729  NAD 83(1986)-  29 53 33.86373(N)    090 05 49.93674(W) AD(       ) 1
 AU2729  NAD 27      -  29 53 33.12330(N)    090 05 49.67472(W) AD(       ) 1
 AU2729  NGVD 29 (07/19/86)   30.4    (m)          100.     (f) VERT ANG       
 AU2729
 AU2729.Superseded values are not recommended for survey control.
 AU2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2729.See file dsdata.txt to determine how the superseded data were derived.
 AU2729
 AU2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8032910441(NAD 83)
 AU2729_MARKER: DS = TRIANGULATION STATION DISK
 AU2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU2729
 AU2729  HISTORY     - Date     Condition        Report By
 AU2729  HISTORY     - 1972     MONUMENTED       NGS
 AU2729
 AU2729                          STATION DESCRIPTION
 AU2729
 AU2729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 AU2729'NO MEASUREMENT BETWEEN RMS DUE TO THE ELEVATOR ROOM BEING ON LINE.
 AU2729'
 AU2729'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF DOWNTOWN NEW ORLEANS,
 AU2729'1 MILE SOUTH OF THE MISSISSIPPI RIVER AND 0.1 MILE SOUTH OF THE WEST
 AU2729'BANK EXPRESSWAY, U.S. HIGHWAY 90 BUSINESS ROUTE.  ON THE WEST SIDE
 AU2729'OF THE ELEVATOR ROOM THAT IS ON THE ROOF OF THE WYNHOVEN APARTMENT
 AU2729'BUILDING, AT 4600 10TH STREET.  PERMISSION MAY BE OBTAINED BY
 AU2729'SISTER S. MARY EUGENE, PHONE NUMBER 347-8442.
 AU2729'
 AU2729'TO REACH THE STATION FROM THE JUNCTION OF WEST BANK EXPRESSWAY, U.S.
 AU2729'HIGHWAY 90 BUSINESS ROUTE AND STATE HIGHWAY 45.  (THE C AND GS BENCH
 AU2729'MARK IS IN THE SOUTHWEST PART OF THIS JUNCTION).  GO SOUTHERLY ON
 AU2729'STATE HIGHWAY 45 FOR 0.15 MILE TO A SHELL STREET LEFT, TURN LEFT
 AU2729'AND GO EASTERLY FOR 0.20 MILE TO THE WYNHOVEN APARTMENT ON THE
 AU2729'RIGHT AND STATION ON TOP OF THE ROOF AS DESCRIBED.
 AU2729'
 AU2729'THE STATION IS MARKED BY A STANDARD DISK THAT IS STAMPED WYNHOVEN
 AU2729'1972.  THE DISK IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT
 AU2729'THAT PROJECTS 3 INCHES ABOVE THE ROOF SURFACE, THE MARK IS BONDED
 AU2729'TO THE ROOF WITH GLUE.  IT IS 31.9 FEET NORTH OF THE SOUTH EDGE OF
 AU2729'THE ROOF, 9.9 FEET SOUTH OF THE NORTH EDGE OF ROOF AND 7.1 FEET
 AU2729'WEST OF A WALL THAT IS AROUND THE ELEVATOR ROOM.
 AU2729'
 AU2729'REFERENCE MARK 1, A STANDARD DISK STAMPED WYNHOVEN NO 1 1972, IS SET
 AU2729'IN DRILLHOLE IN THE CEMENT WALL THAT IS AROUND THE ELEVATOR ROOM,
 AU2729'THE DISK IS SET FLUSH WITH THE TOP OF THE WALL SURFACE.  IT IS 8.3
 AU2729'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE ELEVATOR ROOM AND
 AU2729'7.5 FEET SOUTH OF THE NORTH EDGE OF THE ROOF.
 AU2729'
 AU2729'REFERENCE MARK 2, A STANDARD DISK STAMPED WYNHOVEN NO 2 1972, IS SET
 AU2729'IN DRILLHOLE IN THE CEMENT WALL THAT IS AROUND THE ELEVATOR ROOM,
 AU2729'THE DISK IS SET FLUSH WITH THE TOP OF THE WALL SURFACE.  IT IS 8.9
 AU2729'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ELEVATOR ROOM AND
 AU2729'5.5 FEET NORTH OF THE SOUTH EDGE OF THE ROOF.
 AU2729'
 AU2729'THE C AND GS BENCH MARK J 190 RESET 1971 (AZIMUTH MARK) IS A STANDARD
 AU2729'BENCH MARK DISK STAMPED J 190 RESET 1971.  THE DISK IS SET FLUSH IN
 AU2729'DRILLHOLE IN THE TOP OF HEADWALL OF CONCRETE CULVERT THAT IS ABOUT
 AU2729'3 FOOT LOWER THAN THE SURFACED ROAD.  IT IS 65 FEET SOUTH OF THE
 AU2729'EAST LANE OF U.S. HIGHWAY 90, 19 FEET NORTH OF THE APPROXIMATE
 AU2729'CENTER OF FRONTAGE ROAD AND 2.5 FEET EAST OF METAL WITNESS POST
 AU2729'WITH SIGN ATTACHED.
 AU2729'
 AU2729'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2031 ***********************************************************************
 CQ2031  DESIGNATION -  X 101
 CQ2031  PID         -  CQ2031
 CQ2031  STATE/COUNTY-  LA/BOSSIER
 CQ2031  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2031
 CQ2031                         *CURRENT SURVEY CONTROL
 CQ2031  ___________________________________________________________________
 CQ2031* NAD 83(1986)-  32 31 48.     (N)    093 37 42.     (W)     SCALED    
 CQ2031* NAVD 88     -        50.257  (meters)     164.88   (feet)  ADJUSTED  
 CQ2031  ___________________________________________________________________
 CQ2031  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2031  DYNAMIC HT  -          50.200 (meters)     164.70  (feet)  COMP
 CQ2031  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 CQ2031
 CQ2031  VERT ORDER  -  FIRST     CLASS I
 CQ2031
 CQ2031.The horizontal coordinates were scaled from a topographic map and have
 CQ2031.an estimated accuracy of +/- 6 seconds.
 CQ2031
 CQ2031.The orthometric height was determined by differential leveling
 CQ2031.and adjusted by the National Geodetic Survey in June 1991..
 CQ2031.WARNING-Repeat measurements at this control monument indicate possible
 CQ2031.vertical movement.
 CQ2031
 CQ2031.The geoid height was determined by GEOID03.
 CQ2031
 CQ2031.The dynamic height is computed by dividing the NAVD 88
 CQ2031.geopotential number by the normal gravity value computed on the
 CQ2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2031.degrees latitude (g = 980.6199 gals.).
 CQ2031
 CQ2031.The modeled gravity was interpolated from observed gravity values.
 CQ2031
 CQ2031;                    North         East    Units  Estimated Accuracy
 CQ2031;SPC LA N     -   225,630.      894,000.      MT  (+/- 180 meters Scaled)
 CQ2031
 CQ2031                          SUPERSEDED SURVEY CONTROL
 CQ2031
 CQ2031  NGVD 29 (??/??/??)   50.329  (m)          165.12   (f) ADJUSTED    1 1
 CQ2031
 CQ2031.Superseded values are not recommended for survey control.
 CQ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2031.See file dsdata.txt to determine how the superseded data were derived.
 CQ2031
 CQ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR409993(NAD 83)
 CQ2031_MARKER: DB = BENCH MARK DISK
 CQ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2031_STAMPING: X 101 1938
 CQ2031_MARK LOGO: CGS   
 CQ2031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2031+STABILITY: SURFACE MOTION
 CQ2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2031+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 CQ2031
 CQ2031  HISTORY     - Date     Condition        Report By
 CQ2031  HISTORY     - 1938     MONUMENTED       CGS
 CQ2031  HISTORY     - 1969     GOOD             CGS
 CQ2031  HISTORY     - 19920714 GOOD             BCED
 CQ2031
 CQ2031                          STATION DESCRIPTION
 CQ2031
 CQ2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2031'6.5 MI E FROM BOSSIER CITY.
 CQ2031'ABOUT 6.5 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE EAST
 CQ2031'END OF THE RAILROAD BRIDGE OVER THE RED RIVER AT BOSSIER CITY, OR
 CQ2031'ABOUT 7.4 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ2031'OFFICE AT HAUGHTON, 9 1/2 RAILS WEST OF MILEPOST 161, 78 FEET SOUTH OF
 CQ2031'THE SOUTH RAIL, 47 FEET SOUTHEAST OF A TELEPHONE POLE, 2 1/2 FEET
 CQ2031'NORTH OF A FENCE, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 CQ2031'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 14 INCHES ABOVE THE
 CQ2031'SURFACE OF THE GROUND.  SEC 20, T 18N, R 12W.
 CQ2031
 CQ2031                          STATION RECOVERY (1992)
 CQ2031
 CQ2031'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2031'RECOVERED AS DESCRIBED.  MARK FOUND IN GOOD CONDITION. NUMEROUS TREES
 CQ2031'AROUND SITE MAKE SATELLITE OBSERVATIONS DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1341 ***********************************************************************
 CQ1341  DESIGNATION -  X 104
 CQ1341  PID         -  CQ1341
 CQ1341  STATE/COUNTY-  LA/WEBSTER
 CQ1341  USGS QUAD   -  CULLEN (1981)
 CQ1341
 CQ1341                         *CURRENT SURVEY CONTROL
 CQ1341  ___________________________________________________________________
 CQ1341* NAD 83(1986)-  32 57 39.     (N)    093 27 12.     (W)     SCALED    
 CQ1341* NAVD 88     -        74.191  (meters)     243.41   (feet)  ADJUSTED  
 CQ1341  ___________________________________________________________________
 CQ1341  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CQ1341  DYNAMIC HT  -          74.111 (meters)     243.15  (feet)  COMP
 CQ1341  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 CQ1341
 CQ1341  VERT ORDER  -  SECOND    CLASS 0
 CQ1341
 CQ1341.The horizontal coordinates were scaled from a topographic map and have
 CQ1341.an estimated accuracy of +/- 6 seconds.
 CQ1341
 CQ1341.The orthometric height was determined by differential leveling
 CQ1341.and adjusted by the National Geodetic Survey in June 1991..
 CQ1341
 CQ1341.The geoid height was determined by GEOID03.
 CQ1341
 CQ1341.The dynamic height is computed by dividing the NAVD 88
 CQ1341.geopotential number by the normal gravity value computed on the
 CQ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1341.degrees latitude (g = 980.6199 gals.).
 CQ1341
 CQ1341.The modeled gravity was interpolated from observed gravity values.
 CQ1341
 CQ1341;                    North         East    Units  Estimated Accuracy
 CQ1341;SPC LA N     -   273,250.      910,860.      MT  (+/- 180 meters Scaled)
 CQ1341
 CQ1341                          SUPERSEDED SURVEY CONTROL
 CQ1341
 CQ1341  NGVD 29 (??/??/??)   74.250  (m)          243.60   (f) ADJUSTED    2 0
 CQ1341
 CQ1341.Superseded values are not recommended for survey control.
 CQ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1341.See file dsdata.txt to determine how the superseded data were derived.
 CQ1341
 CQ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS576470(NAD 83)
 CQ1341_MARKER: DB = BENCH MARK DISK
 CQ1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1341_SP_SET: CULVERT
 CQ1341_STAMPING: X 104 1938
 CQ1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1341
 CQ1341  HISTORY     - Date     Condition        Report By
 CQ1341  HISTORY     - 1938     MONUMENTED       CGS
 CQ1341  HISTORY     - 1956     MARK NOT FOUND   USGS
 CQ1341  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ1341  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 CQ1341
 CQ1341                          STATION DESCRIPTION
 CQ1341
 CQ1341'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CQ1341'2.9 MI S FROM SPRINGHILL.
 CQ1341'2.9 MILES SOUTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 CQ1341'STATION AT SPRING HILL, BETWEEN THE TWENTY-SIXTH AND TWENTY-SEVENTH
 CQ1341'POLES SOUTH OF MILEPOST 50, IN THE TOP OF THE SOUTH END OF THE EAST
 CQ1341'HEAD WALL OF A CONCRETE CULVERT, AND 8 FEET EAST OF THE EAST RAIL.
 CQ1341
 CQ1341                          STATION RECOVERY (1978)
 CQ1341
 CQ1341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ1341'MARK NOT FOUND.
 CQ1341
 CQ1341                          STATION RECOVERY (2002)
 CQ1341
 CQ1341'RECOVERY NOTE BY US POWER SQUADRON 2002 (DPM)
 CQ1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1700 ***********************************************************************
 CQ1700  DESIGNATION -  X 11
 CQ1700  PID         -  CQ1700
 CQ1700  STATE/COUNTY-  LA/DE SOTO
 CQ1700  USGS QUAD   -  GRAND CANE (1994)
 CQ1700
 CQ1700                         *CURRENT SURVEY CONTROL
 CQ1700  ___________________________________________________________________
 CQ1700* NAD 83(1986)-  32 05 01.     (N)    093 48 34.     (W)     SCALED    
 CQ1700* NAVD 88     -        92.019  (meters)     301.90   (feet)  ADJUSTED  
 CQ1700  ___________________________________________________________________
 CQ1700  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ1700  DYNAMIC HT  -          91.913 (meters)     301.55  (feet)  COMP
 CQ1700  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 CQ1700
 CQ1700  VERT ORDER  -  FIRST     CLASS II
 CQ1700
 CQ1700.The horizontal coordinates were scaled from a topographic map and have
 CQ1700.an estimated accuracy of +/- 6 seconds.
 CQ1700
 CQ1700.The orthometric height was determined by differential leveling
 CQ1700.and adjusted by the National Geodetic Survey in February 1994..
 CQ1700
 CQ1700.The geoid height was determined by GEOID03.
 CQ1700
 CQ1700.The dynamic height is computed by dividing the NAVD 88
 CQ1700.geopotential number by the normal gravity value computed on the
 CQ1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1700.degrees latitude (g = 980.6199 gals.).
 CQ1700
 CQ1700.The modeled gravity was interpolated from observed gravity values.
 CQ1700
 CQ1700;                    North         East    Units  Estimated Accuracy
 CQ1700;SPC LA N     -   176,330.      876,390.      MT  (+/- 180 meters Scaled)
 CQ1700
 CQ1700                          SUPERSEDED SURVEY CONTROL
 CQ1700
 CQ1700  NGVD 29 (??/??/??)   92.101  (m)          302.17   (f) ADJUSTED    1 2
 CQ1700
 CQ1700.Superseded values are not recommended for survey control.
 CQ1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1700.See file dsdata.txt to determine how the superseded data were derived.
 CQ1700
 CQ1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR236499(NAD 83)
 CQ1700_MARKER: DB = BENCH MARK DISK
 CQ1700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1700_SP_SET: BUILDING
 CQ1700_STAMPING: 301.873
 CQ1700_MARK LOGO: CGS   
 CQ1700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1700+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1988
 CQ1700
 CQ1700  HISTORY     - Date     Condition        Report By
 CQ1700  HISTORY     - UNK      MONUMENTED       CGS
 CQ1700  HISTORY     - 1919     GOOD             LAGS
 CQ1700  HISTORY     - 1943     GOOD             LOCSUR
 CQ1700  HISTORY     - 19880418 GOOD             LADTD
 CQ1700  HISTORY     - 19960907 GOOD             USPSQD
 CQ1700
 CQ1700                          STATION DESCRIPTION
 CQ1700
 CQ1700'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1919
 CQ1700'IN GRAND CANE.
 CQ1700'AT GRAND CANE, DE SOTO PARISH, ON WEST MAIN STREET, OPPOSITE THE TEXAS
 CQ1700'AND PACIFIC RAILWAY STATION, IN A BRICK BUILDING OWNED AND OCCUPIED BY
 CQ1700'THE BANK OF GRAND CANE, AND ABOUT 2 FEET ABOVE THE SIDEWALK. A
 CQ1700'STANDARD DISK.
 CQ1700
 CQ1700                          STATION RECOVERY (1943)
 CQ1700
 CQ1700'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 CQ1700'RECOVERED IN GOOD CONDITION.
 CQ1700
 CQ1700                          STATION RECOVERY (1988)
 CQ1700
 CQ1700'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CQ1700'THE MARK IS LOCATED 11.4 KM (7.1 MI) NORTH OF MANSFIELD IN THE SMALL
 CQ1700'VILLAGE OF GRAND CANE.  THE MARK IS SET VERTICALLY IN THE EAST FACE
 CQ1700'OF THE GRAND CANE BANK AND NORTH OF THE ENTRANCE TO THE BANK.  THE
 CQ1700'ONLY STAMPING ON THE MARK IS THE ELEVATION.
 CQ1700
 CQ1700                          STATION RECOVERY (1996)
 CQ1700
 CQ1700'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0719 ***********************************************************************
 BX0719  DESIGNATION -  X 110
 BX0719  PID         -  BX0719
 BX0719  STATE/COUNTY-  LA/GRANT
 BX0719  USGS QUAD   -  BALL (1993)
 BX0719
 BX0719                         *CURRENT SURVEY CONTROL
 BX0719  ___________________________________________________________________
 BX0719* NAD 83(1986)-  31 28 37.     (N)    092 27 52.     (W)     SCALED    
 BX0719* NAVD 88     -        63.12   (+/-2cm)     207.1    (feet)  VERTCON   
 BX0719  ___________________________________________________________________
 BX0719  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BX0719
 BX0719  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0719
 BX0719.This mark is at Pollock Airport (LA34)
 BX0719
 BX0719.The horizontal coordinates were scaled from a topographic map and have
 BX0719.an estimated accuracy of +/- 6 seconds.
 BX0719
 BX0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0719.The vertical order pertains to the NGVD 29 superseded value.
 BX0719
 BX0719.The geoid height was determined by GEOID03.
 BX0719
 BX0719;                    North         East    Units  Estimated Accuracy
 BX0719;SPC LA N     -   108,320.    1,003,380.      MT  (+/- 180 meters Scaled)
 BX0719
 BX0719                          SUPERSEDED SURVEY CONTROL
 BX0719
 BX0719  NGVD 29 (??/??/??)   63.113  (m)          207.06   (f) ADJUSTED    1 2
 BX0719
 BX0719.Superseded values are not recommended for survey control.
 BX0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0719.See file dsdata.txt to determine how the superseded data were derived.
 BX0719
 BX0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ508825(NAD 83)
 BX0719_MARKER: DB = BENCH MARK DISK
 BX0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0719_SP_SET: FOOTING
 BX0719_STAMPING: X 110 1945
 BX0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0719
 BX0719  HISTORY     - Date     Condition        Report By
 BX0719  HISTORY     - 1945     MONUMENTED       CGS
 BX0719  HISTORY     - 1966     GOOD             CGS
 BX0719
 BX0719                          STATION DESCRIPTION
 BX0719
 BX0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0719'3.75 MI W FROM SIMMS.
 BX0719'ABOUT 3.1 MILES WEST ALONG STATE HIGHWAY 768 FROM THE STATION SIGN AT
 BX0719'SIMMS SIDING ALONG THE MISSOURI PACIFIC RAILROAD, THENCE 0.5 MILE
 BX0719'NORTHEAST ALONG A GRAVELED ROAD TO THE SOUTHWEST CORNER OF A
 BX0719'NORTH-SOUTH CONCRETE RUNWAY, THENCE 0.15 MILE NORTH ALONG THE WEST
 BX0719'SIDE OF A TAXI-STRIP, ABOUT 0.1 MILE NORTH OF AN OLD BUILDING, 78 FEET
 BX0719'WEST OF THE WEST EDGE OF THE TAXI-STRIP, 154 FEET NORTH OF A 29-INCH
 BX0719'PECAN TREE ON THE WEST SIDE OF A NORTH-SOUTH FENCE LINE, SET IN THE
 BX0719'TOP OF THE NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOOTING OF AN
 BX0719'ABANDONED CONTROL TOWER AT THE POLLOCK MUNICIPAL AIRPORT, 23 FEET
 BX0719'SOUTHEAST OF A 27-INCH PECAN TREE, AND PROJECTING 14 INCHES ABOVE THE
 BX0719'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0691 ***********************************************************************
 CQ0691  DESIGNATION -  X 114
 CQ0691  PID         -  CQ0691
 CQ0691  STATE/COUNTY-  LA/OUACHITA
 CQ0691  USGS QUAD   -  BOSCO (1982)
 CQ0691
 CQ0691                         *CURRENT SURVEY CONTROL
 CQ0691  ___________________________________________________________________
 CQ0691* NAD 83(1986)-  32 19 00.     (N)    092 07 25.     (W)     SCALED    
 CQ0691* NAVD 88     -        20.54   (+/-2cm)      67.4    (feet)  VERTCON   
 CQ0691  ___________________________________________________________________
 CQ0691  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ0691
 CQ0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0691
 CQ0691.The horizontal coordinates were scaled from a topographic map and have
 CQ0691.an estimated accuracy of +/- 6 seconds.
 CQ0691
 CQ0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0691.The vertical order pertains to the NGVD 29 superseded value.
 CQ0691
 CQ0691.The geoid height was determined by GEOID03.
 CQ0691
 CQ0691;                    North         East    Units  Estimated Accuracy
 CQ0691;SPC LA N     -   201,490.    1,035,440.      MT  (+/- 180 meters Scaled)
 CQ0691
 CQ0691                          SUPERSEDED SURVEY CONTROL
 CQ0691
 CQ0691  NGVD 29 (??/??/??)   20.579  (m)           67.52   (f) ADJUSTED    2 0
 CQ0691
 CQ0691.Superseded values are not recommended for survey control.
 CQ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0691.See file dsdata.txt to determine how the superseded data were derived.
 CQ0691
 CQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR824758(NAD 83)
 CQ0691_MARKER: DB = BENCH MARK DISK
 CQ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0691_STAMPING: X 114 1949
 CQ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0691+STABILITY: SURFACE MOTION
 CQ0691
 CQ0691  HISTORY     - Date     Condition        Report By
 CQ0691  HISTORY     - 1949     MONUMENTED       CGS
 CQ0691
 CQ0691                          STATION DESCRIPTION
 CQ0691
 CQ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0691'11.3 MI E FROM LUNA.
 CQ0691'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0691'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 3.0 MILES SOUTHEAST ALONG A
 CQ0691'PARISH ROAD, THENCE 2.3 MILES EAST ALONG A PARISH ROAD, THENCE 1.3
 CQ0691'MILES SOUTH ALONG A WOODS ROAD.  AT A T ROAD JUNCTION, ON THE EXTENDED
 CQ0691'CENTER LINE OF THE ROAD LEADING EAST, 15 FEET WEST OF THE CENTER LINE
 CQ0691'OF THE NORTH AND SOUTH ROAD, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A
 CQ0691'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CQ0691'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0590 ***********************************************************************
 CQ0590  DESIGNATION -  X 115
 CQ0590  PID         -  CQ0590
 CQ0590  STATE/COUNTY-  LA/OUACHITA
 CQ0590  USGS QUAD   -  LUNA (1982)
 CQ0590
 CQ0590                         *CURRENT SURVEY CONTROL
 CQ0590  ___________________________________________________________________
 CQ0590* NAD 83(1986)-  32 19 47.     (N)    092 12 35.     (W)     SCALED    
 CQ0590* NAVD 88     -        49.99   (+/-2cm)     164.0    (feet)  VERTCON   
 CQ0590  ___________________________________________________________________
 CQ0590  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0590
 CQ0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0590
 CQ0590.The horizontal coordinates were scaled from a topographic map and have
 CQ0590.an estimated accuracy of +/- 6 seconds.
 CQ0590
 CQ0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0590.The vertical order pertains to the NGVD 29 superseded value.
 CQ0590
 CQ0590.The geoid height was determined by GEOID03.
 CQ0590
 CQ0590;                    North         East    Units  Estimated Accuracy
 CQ0590;SPC LA N     -   202,910.    1,027,330.      MT  (+/- 180 meters Scaled)
 CQ0590
 CQ0590                          SUPERSEDED SURVEY CONTROL
 CQ0590
 CQ0590  NGVD 29 (??/??/??)   50.030  (m)          164.14   (f) ADJUSTED    2 0
 CQ0590
 CQ0590.Superseded values are not recommended for survey control.
 CQ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0590.See file dsdata.txt to determine how the superseded data were derived.
 CQ0590
 CQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR743772(NAD 83)
 CQ0590_MARKER: DB = BENCH MARK DISK
 CQ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0590_STAMPING: X 115 1949
 CQ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0590+STABILITY: SURFACE MOTION
 CQ0590
 CQ0590  HISTORY     - Date     Condition        Report By
 CQ0590  HISTORY     - 1949     MONUMENTED       CGS
 CQ0590
 CQ0590                          STATION DESCRIPTION
 CQ0590
 CQ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0590'0.9 MI NE FROM LUNA.
 CQ0590'0.9 MILE NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0590'HIGHWAYS 200 AND 1496 AT LUNA, AT A T ROAD JUNCTION, 41 FEET NORTHWEST
 CQ0590'OF THE CENTER LINE OF THE NORTHEAST AND SOUTHWEST ROAD, 34 FEET
 CQ0590'NORTHEAST OF THE EXTENDED CENTER LINE OF A SIDE ROAD LEADING
 CQ0590'SOUTHEAST, 44 FEET NORTH OF A POWER POLE, 8 FEET SOUTHEAST OF AN 8
 CQ0590'INCH TRIANGULAR BLAZED PINE TREE, 1.1 FEET SOUTHWEST OF A WITNESS
 CQ0590'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE
 CQ0590'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0803 ***********************************************************************
 CQ0803  DESIGNATION -  X 116
 CQ0803  PID         -  CQ0803
 CQ0803  STATE/COUNTY-  LA/CALDWELL
 CQ0803  USGS QUAD   -  BLANKSTON (1989)
 CQ0803
 CQ0803                         *CURRENT SURVEY CONTROL
 CQ0803  ___________________________________________________________________
 CQ0803* NAD 83(1986)-  32 12 43.     (N)    092 10 32.     (W)     SCALED    
 CQ0803* NAVD 88     -        62.46   (+/-2cm)     204.9    (feet)  VERTCON   
 CQ0803  ___________________________________________________________________
 CQ0803  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ0803
 CQ0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0803
 CQ0803.The horizontal coordinates were scaled from a topographic map and have
 CQ0803.an estimated accuracy of +/- 6 seconds.
 CQ0803
 CQ0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0803.The vertical order pertains to the NGVD 29 superseded value.
 CQ0803
 CQ0803.The geoid height was determined by GEOID03.
 CQ0803
 CQ0803;                    North         East    Units  Estimated Accuracy
 CQ0803;SPC LA N     -   189,860.    1,030,590.      MT  (+/- 180 meters Scaled)
 CQ0803
 CQ0803                          SUPERSEDED SURVEY CONTROL
 CQ0803
 CQ0803  NGVD 29 (??/??/??)   62.485  (m)          205.00   (f) ADJUSTED    2 0
 CQ0803
 CQ0803.Superseded values are not recommended for survey control.
 CQ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0803.See file dsdata.txt to determine how the superseded data were derived.
 CQ0803
 CQ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR776642(NAD 83)
 CQ0803_MARKER: DB = BENCH MARK DISK
 CQ0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0803_STAMPING: X 116 1949
 CQ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0803+STABILITY: SURFACE MOTION
 CQ0803
 CQ0803  HISTORY     - Date     Condition        Report By
 CQ0803  HISTORY     - 1949     MONUMENTED       CGS
 CQ0803  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0803
 CQ0803                          STATION DESCRIPTION
 CQ0803
 CQ0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0803'7.5 MI SE FROM VIXEN.
 CQ0803'0.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 200 FROM THE JUNCTION OF
 CQ0803'STATE HIGHWAY NO. 200 WITH STATE HIGHWAY NO. 17 AT VIXEN, THENCE 3.7
 CQ0803'MILES EAST ALONG A PARISH ROAD, THENCE 2.7 MILES SOUTH ALONG A PARISH
 CQ0803'ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A COUNTRY ROAD.  AT A Y-JUNCTION
 CQ0803'OF ROADS, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CQ0803'NORTHEAST-SOUTHWEST ROAD, 19 FEET SOUTHWEST OF A 10-INCH PINE WITH A
 CQ0803'TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE TREE, 11 FEET NORTHEAST
 CQ0803'OF A 14-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE
 CQ0803'TREE, 12 FEET SOUTH OF THE PROJECTED CENTER LINE OF THE ROAD LEADING
 CQ0803'WEST, 2.4 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 CQ0803'CONCRETE POST AT A DEPTH OF 4 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 CQ0803'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.8 MILE SOUTHWEST OF BENCH
 CQ0803'MARK Y 116.
 CQ0803
 CQ0803                          STATION RECOVERY (1986)
 CQ0803
 CQ0803'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0649 ***********************************************************************
 CQ0649  DESIGNATION -  X 117
 CQ0649  PID         -  CQ0649
 CQ0649  STATE/COUNTY-  LA/OUACHITA
 CQ0649  USGS QUAD   -  CADEVILLE (1982)
 CQ0649
 CQ0649                         *CURRENT SURVEY CONTROL
 CQ0649  ___________________________________________________________________
 CQ0649* NAD 83(1986)-  32 26 14.     (N)    092 17 10.     (W)     SCALED    
 CQ0649* NAVD 88     -        30.08   (+/-2cm)      98.7    (feet)  VERTCON   
 CQ0649  ___________________________________________________________________
 CQ0649  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ0649
 CQ0649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0649
 CQ0649.The horizontal coordinates were scaled from a topographic map and have
 CQ0649.an estimated accuracy of +/- 6 seconds.
 CQ0649
 CQ0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0649.The vertical order pertains to the NGVD 29 superseded value.
 CQ0649
 CQ0649.The geoid height was determined by GEOID03.
 CQ0649
 CQ0649;                    North         East    Units  Estimated Accuracy
 CQ0649;SPC LA N     -   214,810.    1,020,110.      MT  (+/- 180 meters Scaled)
 CQ0649
 CQ0649                          SUPERSEDED SURVEY CONTROL
 CQ0649
 CQ0649  NGVD 29 (??/??/??)   30.122  (m)           98.83   (f) ADJUSTED    2 0
 CQ0649
 CQ0649.Superseded values are not recommended for survey control.
 CQ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0649.See file dsdata.txt to determine how the superseded data were derived.
 CQ0649
 CQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR671891(NAD 83)
 CQ0649_MARKER: DB = BENCH MARK DISK
 CQ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0649_STAMPING: X 117 1949
 CQ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0649+STABILITY: SURFACE MOTION
 CQ0649
 CQ0649  HISTORY     - Date     Condition        Report By
 CQ0649  HISTORY     - 1949     MONUMENTED       CGS
 CQ0649  HISTORY     - 1950     GOOD             CGS
 CQ0649  HISTORY     - 1990     GOOD             USPSQD
 CQ0649
 CQ0649                          STATION DESCRIPTION
 CQ0649
 CQ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0649'3.3 MI E FROM CADEVILLE.
 CQ0649'3.3 MILES EAST ALONG A PARISH ROAD FROMTHE JOHN H. HENRY STORE AT
 CQ0649'CADEVILLE, AT A T-JUNCTION OF ROADS, 67 FEET SOUTH OF THE SOUTHWEST
 CQ0649'CORNER OF A FARMHOUSE, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CQ0649'21 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE, 3 FEET SOUTH OF
 CQ0649'THE MOST EASTERLY ONE OF TWO PINE TREES, 1.5 FEET SOUTH OF A REFERENCE
 CQ0649'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND ABOUT
 CQ0649'LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.2 MILES
 CQ0649'WEST OF BENCH MARK W 117.
 CQ0649
 CQ0649                          STATION RECOVERY (1990)
 CQ0649
 CQ0649'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0674 ***********************************************************************
 CQ0674  DESIGNATION -  X 118
 CQ0674  PID         -  CQ0674
 CQ0674  STATE/COUNTY-  LA/OUACHITA
 CQ0674  USGS QUAD   -  CHATHAM SE (1982)
 CQ0674
 CQ0674                         *CURRENT SURVEY CONTROL
 CQ0674  ___________________________________________________________________
 CQ0674* NAD 83(1986)-  32 19 21.     (N)    092 15 14.     (W)     SCALED    
 CQ0674* NAVD 88     -        65.06   (+/-2cm)     213.5    (feet)  VERTCON   
 CQ0674  ___________________________________________________________________
 CQ0674  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ0674
 CQ0674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0674
 CQ0674.The horizontal coordinates were scaled from a topographic map and have
 CQ0674.an estimated accuracy of +/- 6 seconds.
 CQ0674
 CQ0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0674.The vertical order pertains to the NGVD 29 superseded value.
 CQ0674
 CQ0674.The geoid height was determined by GEOID03.
 CQ0674
 CQ0674;                    North         East    Units  Estimated Accuracy
 CQ0674;SPC LA N     -   202,100.    1,023,170.      MT  (+/- 180 meters Scaled)
 CQ0674
 CQ0674                          SUPERSEDED SURVEY CONTROL
 CQ0674
 CQ0674  NGVD 29 (??/??/??)   65.100  (m)          213.58   (f) ADJUSTED    2 0
 CQ0674
 CQ0674.Superseded values are not recommended for survey control.
 CQ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0674.See file dsdata.txt to determine how the superseded data were derived.
 CQ0674
 CQ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR702764(NAD 83)
 CQ0674_MARKER: DB = BENCH MARK DISK
 CQ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0674_STAMPING: X 118 1949
 CQ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0674+STABILITY: SURFACE MOTION
 CQ0674
 CQ0674  HISTORY     - Date     Condition        Report By
 CQ0674  HISTORY     - 1949     MONUMENTED       CGS
 CQ0674  HISTORY     - 1950     GOOD             CGS
 CQ0674  HISTORY     - 1978     MARK NOT FOUND   USGS
 CQ0674
 CQ0674                          STATION DESCRIPTION
 CQ0674
 CQ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0674'2.1 MI W FROM LUNA.
 CQ0674'1.3 MILES WEST ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0674'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 0.8 MILE WEST ALONG A PARISH
 CQ0674'ROAD.  AT A Y ROAD JUNCTION, JUST NORTHWEST OF A SCHOOL BUILDING, AT
 CQ0674'THE NORTH CORNER OF THE SCHOOL YARD, 121 FEET NORTHWEST OF THE NORTH
 CQ0674'CORNER OF THE SCHOOL BUILDING, 27 FEET NORTHWEST OF THE CENTER OF A
 CQ0674'GATE, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET
 CQ0674'SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, SET IN THE
 CQ0674'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CQ0674
 CQ0674                          STATION RECOVERY (1978)
 CQ0674
 CQ0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CQ0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0603 ***********************************************************************
 CQ0603  DESIGNATION -  X 119
 CQ0603  PID         -  CQ0603
 CQ0603  STATE/COUNTY-  LA/JACKSON
 CQ0603  USGS QUAD   -  VIXEN (1989)
 CQ0603
 CQ0603                         *CURRENT SURVEY CONTROL
 CQ0603  ___________________________________________________________________
 CQ0603* NAD 83(1986)-  32 10 50.     (N)    092 19 02.     (W)     SCALED    
 CQ0603* NAVD 88     -        62.31   (+/-2cm)     204.4    (feet)  VERTCON   
 CQ0603  ___________________________________________________________________
 CQ0603  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0603
 CQ0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0603
 CQ0603.The horizontal coordinates were scaled from a topographic map and have
 CQ0603.an estimated accuracy of +/- 6 seconds.
 CQ0603
 CQ0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0603.The vertical order pertains to the NGVD 29 superseded value.
 CQ0603
 CQ0603.The geoid height was determined by GEOID03.
 CQ0603
 CQ0603;                    North         East    Units  Estimated Accuracy
 CQ0603;SPC LA N     -   186,350.    1,017,240.      MT  (+/- 180 meters Scaled)
 CQ0603
 CQ0603                          SUPERSEDED SURVEY CONTROL
 CQ0603
 CQ0603  NGVD 29 (??/??/??)   62.340  (m)          204.53   (f) ADJUSTED    2 0
 CQ0603
 CQ0603.Superseded values are not recommended for survey control.
 CQ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0603.See file dsdata.txt to determine how the superseded data were derived.
 CQ0603
 CQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR643606(NAD 83)
 CQ0603_MARKER: DB = BENCH MARK DISK
 CQ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0603_STAMPING: X 119 1949
 CQ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0603+STABILITY: SURFACE MOTION
 CQ0603
 CQ0603  HISTORY     - Date     Condition        Report By
 CQ0603  HISTORY     - 1949     MONUMENTED       CGS
 CQ0603  HISTORY     - 1950     GOOD             CGS
 CQ0603  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0603
 CQ0603                          STATION DESCRIPTION
 CQ0603
 CQ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0603'8.0 MI SW FROM VIXEN.
 CQ0603'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE JUNCTION OF
 CQ0603'STATE HIGHWAY NO. 17 WITH STATE HIGHWAY NO. 200 AT VIXEN, THENCE 3.9
 CQ0603'MILES SOUTHWEST ALONG A PARISH ROAD, THENCE 0.45 MILE NORTHWEST ALONG
 CQ0603'A PARISH ROAD, THENCE 0.25 MILE SOUTH ALONG A PARISH ROAD, THENCE 1.5
 CQ0603'MILES WEST ALONG A WOODS ROAD.  AT A T-JUNCTION OF ROADS, IN THE WEST
 CQ0603'EDGE OF THE BRUSH, 24 FEET SOUTH OF A 36-INCH OAK TREE, 23 FEET EAST
 CQ0603'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 19 FEET NORTH OF THE
 CQ0603'PROJECTED CENTER LINE OF A ROAD LEADING WEST, 1.1 FEET NORTH OF A
 CQ0603'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CQ0603'ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW STATE HIGHWAY 4.
 CQ0603
 CQ0603                          STATION RECOVERY (1986)
 CQ0603
 CQ0603'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0893 ***********************************************************************
 CQ0893  DESIGNATION -  X 120
 CQ0893  PID         -  CQ0893
 CQ0893  STATE/COUNTY-  LA/CALDWELL
 CQ0893  USGS QUAD   -  VIXEN (1989)
 CQ0893
 CQ0893                         *CURRENT SURVEY CONTROL
 CQ0893  ___________________________________________________________________
 CQ0893* NAD 83(1986)-  32 14 18.     (N)    092 16 41.     (W)     SCALED    
 CQ0893* NAVD 88     -        56.56   (+/-2cm)     185.6    (feet)  VERTCON   
 CQ0893  ___________________________________________________________________
 CQ0893  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CQ0893
 CQ0893  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0893
 CQ0893.The horizontal coordinates were scaled from a topographic map and have
 CQ0893.an estimated accuracy of +/- 6 seconds.
 CQ0893
 CQ0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0893.The vertical order pertains to the NGVD 29 superseded value.
 CQ0893
 CQ0893.The geoid height was determined by GEOID03.
 CQ0893
 CQ0893;                    North         East    Units  Estimated Accuracy
 CQ0893;SPC LA N     -   192,760.    1,020,920.      MT  (+/- 180 meters Scaled)
 CQ0893
 CQ0893                          SUPERSEDED SURVEY CONTROL
 CQ0893
 CQ0893  NGVD 29 (??/??/??)   56.592  (m)          185.67   (f) ADJUSTED    2 0
 CQ0893
 CQ0893.Superseded values are not recommended for survey control.
 CQ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0893.See file dsdata.txt to determine how the superseded data were derived.
 CQ0893
 CQ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR680670(NAD 83)
 CQ0893_MARKER: DB = BENCH MARK DISK
 CQ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0893_STAMPING: X 120 1949
 CQ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0893+STABILITY: SURFACE MOTION
 CQ0893
 CQ0893  HISTORY     - Date     Condition        Report By
 CQ0893  HISTORY     - 1949     MONUMENTED       CGS
 CQ0893  HISTORY     - 1950     GOOD             CGS
 CQ0893
 CQ0893                          STATION DESCRIPTION
 CQ0893
 CQ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0893'0.55 MI NW FROM VIXEN.
 CQ0893'0.55 MILE NORTHWEST ALONG STATE HIGHWAY 17 FROM THE ROAD JUNCTION AT
 CQ0893'VIXEN, AT A JUNCTION WITH A DIRT ROAD LEADING SOUTH, 68 FEET SOUTH OF
 CQ0893'THE CENTER LINE OF THE HIGHWAY, 64 FEET WEST OF THE CENTER LINE OF THE
 CQ0893'DIRT ROAD, 6 FEET SOUTHWEST OF A 14 INCH BLAZED PINE TREE, 2 FEET
 CQ0893'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CQ0893'PROJECTS 4 INCHES ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 17 IS NOW
 CQ0893'STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1639 ***********************************************************************
 BX1639  DESIGNATION -  X 121
 BX1639  PID         -  BX1639
 BX1639  STATE/COUNTY-  LA/WINN
 BX1639  USGS QUAD   -  ATLANTA (1984)
 BX1639
 BX1639                         *CURRENT SURVEY CONTROL
 BX1639  ___________________________________________________________________
 BX1639* NAD 83(1986)-  31 48 16.     (N)    092 38 41.     (W)     SCALED    
 BX1639* NAVD 88     -        69.63   (+/-2cm)     228.4    (feet)  VERTCON   
 BX1639  ___________________________________________________________________
 BX1639  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1639
 BX1639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1639
 BX1639.The horizontal coordinates were scaled from a topographic map and have
 BX1639.an estimated accuracy of +/- 6 seconds.
 BX1639
 BX1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1639.The vertical order pertains to the NGVD 29 superseded value.
 BX1639
 BX1639.The geoid height was determined by GEOID03.
 BX1639
 BX1639;                    North         East    Units  Estimated Accuracy
 BX1639;SPC LA N     -   144,640.      986,300.      MT  (+/- 180 meters Scaled)
 BX1639
 BX1639                          SUPERSEDED SURVEY CONTROL
 BX1639
 BX1639  NGVD 29 (??/??/??)   69.647  (m)          228.50   (f) ADJUSTED    2 0
 BX1639
 BX1639.Superseded values are not recommended for survey control.
 BX1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1639.See file dsdata.txt to determine how the superseded data were derived.
 BX1639
 BX1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR336188(NAD 83)
 BX1639_MARKER: DB = BENCH MARK DISK
 BX1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1639_STAMPING: X 121 1949
 BX1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1639+STABILITY: SURFACE MOTION
 BX1639
 BX1639  HISTORY     - Date     Condition        Report By
 BX1639  HISTORY     - 1949     MONUMENTED       CGS
 BX1639  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1639
 BX1639                          STATION DESCRIPTION
 BX1639
 BX1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1639'4.4 MI W FROM PACKTON.
 BX1639'4.4 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1639'ARKANSAS RAILROAD STATION AT PACKTON, AT AN OLD CHURCH, 144 FEET SOUTH
 BX1639'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 57.0 FEET NORTH OF THE
 BX1639'NORTHWEST CORNER OF THE CHURCH, 40.0 FEET SOUTHWEST OF A POWER POLE,
 BX1639'2.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX1639'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS ALSO 93
 BX1639'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD.
 BX1639
 BX1639                          STATION RECOVERY (1981)
 BX1639
 BX1639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1405 ***********************************************************************
 BX1405  DESIGNATION -  X 122
 BX1405  PID         -  BX1405
 BX1405  STATE/COUNTY-  LA/GRANT
 BX1405  USGS QUAD   -  VERDA (1983)
 BX1405
 BX1405                         *CURRENT SURVEY CONTROL
 BX1405  ___________________________________________________________________
 BX1405* NAD 83(1986)-  31 39 32.     (N)    092 46 35.     (W)     SCALED    
 BX1405* NAVD 88     -        59.58   (+/-2cm)     195.5    (feet)  VERTCON   
 BX1405  ___________________________________________________________________
 BX1405  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BX1405
 BX1405  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1405
 BX1405.The horizontal coordinates were scaled from a topographic map and have
 BX1405.an estimated accuracy of +/- 6 seconds.
 BX1405
 BX1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1405.The vertical order pertains to the NGVD 29 superseded value.
 BX1405
 BX1405.The geoid height was determined by GEOID03.
 BX1405
 BX1405;                    North         East    Units  Estimated Accuracy
 BX1405;SPC LA N     -   128,530.      973,790.      MT  (+/- 180 meters Scaled)
 BX1405
 BX1405                          SUPERSEDED SURVEY CONTROL
 BX1405
 BX1405  NGVD 29 (??/??/??)   59.595  (m)          195.52   (f) ADJUSTED    1 2
 BX1405
 BX1405.Superseded values are not recommended for survey control.
 BX1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1405.See file dsdata.txt to determine how the superseded data were derived.
 BX1405
 BX1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR211026(NAD 83)
 BX1405_MARKER: DB = BENCH MARK DISK
 BX1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1405_STAMPING: X 122 1949
 BX1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1405+STABILITY: SURFACE MOTION
 BX1405
 BX1405  HISTORY     - Date     Condition        Report By
 BX1405  HISTORY     - 1949     MONUMENTED       CGS
 BX1405  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1405
 BX1405                          STATION DESCRIPTION
 BX1405
 BX1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1405'3.1 MI S FROM VERDA.
 BX1405'3.1 MILES SOUTH ALONG STATE HIGHWAY C 1432 FROM THE HIGH SCHOOL AT
 BX1405'VERDA, 0.1 MILE SOUTH OF A FARMHOUSE, 53 FEET WEST OF THE CENTER LINE
 BX1405'OF THE HIGHWAY, 21.0 FEET SOUTHWEST OF AN 8 INCH TRIANGULAR BLAZED OAK
 BX1405'TREE, 30.0 FEET NORTHWEST OF A 14 INCH TRIANGULAR BLAZED PINE TREE,
 BX1405'2.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX1405'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BX1405
 BX1405                          STATION RECOVERY (2001)
 BX1405
 BX1405'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0389 ***********************************************************************
 BX0389  DESIGNATION -  X 123
 BX0389  PID         -  BX0389
 BX0389  STATE/COUNTY-  LA/CALDWELL
 BX0389  USGS QUAD   -  HOLUM (1988)
 BX0389
 BX0389                         *CURRENT SURVEY CONTROL
 BX0389  ___________________________________________________________________
 BX0389* NAD 83(1986)-  31 55 40.     (N)    092 06 11.     (W)     SCALED    
 BX0389* NAVD 88     -        59.61   (+/-2cm)     195.6    (feet)  VERTCON   
 BX0389  ___________________________________________________________________
 BX0389  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0389
 BX0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0389
 BX0389.The horizontal coordinates were scaled from a topographic map and have
 BX0389.an estimated accuracy of +/- 6 seconds.
 BX0389
 BX0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0389.The vertical order pertains to the NGVD 29 superseded value.
 BX0389
 BX0389.The geoid height was determined by GEOID03.
 BX0389
 BX0389;                    North         East    Units  Estimated Accuracy
 BX0389;SPC LA N     -   158,370.    1,037,540.      MT  (+/- 180 meters Scaled)
 BX0389
 BX0389                          SUPERSEDED SURVEY CONTROL
 BX0389
 BX0389  NGVD 29 (??/??/??)   59.616  (m)          195.59   (f) ADJUSTED    2 0
 BX0389
 BX0389.Superseded values are not recommended for survey control.
 BX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0389.See file dsdata.txt to determine how the superseded data were derived.
 BX0389
 BX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR847327(NAD 83)
 BX0389_MARKER: DB = BENCH MARK DISK
 BX0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0389_STAMPING: X 123 1949
 BX0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0389+STABILITY: SURFACE MOTION
 BX0389
 BX0389  HISTORY     - Date     Condition        Report By
 BX0389  HISTORY     - 1949     MONUMENTED       CGS
 BX0389  HISTORY     - 1950     GOOD             CGS
 BX0389  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0389
 BX0389                          STATION DESCRIPTION
 BX0389
 BX0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0389'6.85 MI SE FROM KELLY.
 BX0389'6.85 MILES SOUTHEAST ALONG STATE HIGHWAY 246 FROM THE MISSOURI PACIFIC
 BX0389'RAILROAD STATION AT KELLY, AT A ROAD INTERSECTION, 35 FEET EAST OF THE
 BX0389'CENTER LINE OF THE HIGHWAY, 70 FEET NORTHEAST OF THE CENTER OF THE
 BX0389'ROAD INTERSECTION, 15.6 FEET NORTH OF A 15 INCH BLAZED PINE TREE, 27
 BX0389'FEET SOUTH OF A 16 INCH BLAZED PINE TREE, 2 FEET NORTHEAST OF A
 BX0389'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 BX0389'INCHES ABOVE THE GROUND.
 BX0389
 BX0389                          STATION RECOVERY (1981)
 BX0389
 BX0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0495 ***********************************************************************
 BX0495  DESIGNATION -  X 124
 BX0495  PID         -  BX0495
 BX0495  STATE/COUNTY-  LA/LA SALLE
 BX0495  USGS QUAD   -  SUMMERVILLE (1984)
 BX0495
 BX0495                         *CURRENT SURVEY CONTROL
 BX0495  ___________________________________________________________________
 BX0495* NAD 83(1986)-  31 46 47.     (N)    092 14 25.     (W)     SCALED    
 BX0495* NAVD 88     -        50.49   (+/-2cm)     165.6    (feet)  VERTCON   
 BX0495  ___________________________________________________________________
 BX0495  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BX0495
 BX0495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0495
 BX0495.The horizontal coordinates were scaled from a topographic map and have
 BX0495.an estimated accuracy of +/- 6 seconds.
 BX0495
 BX0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0495.The vertical order pertains to the NGVD 29 superseded value.
 BX0495
 BX0495.The geoid height was determined by GEOID03.
 BX0495
 BX0495;                    North         East    Units  Estimated Accuracy
 BX0495;SPC LA N     -   141,920.    1,024,600.      MT  (+/- 180 meters Scaled)
 BX0495
 BX0495                          SUPERSEDED SURVEY CONTROL
 BX0495
 BX0495  NGVD 29 (??/??/??)   50.490  (m)          165.65   (f) ADJUSTED    2 0
 BX0495
 BX0495.Superseded values are not recommended for survey control.
 BX0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0495.See file dsdata.txt to determine how the superseded data were derived.
 BX0495
 BX0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR719162(NAD 83)
 BX0495_MARKER: DB = BENCH MARK DISK
 BX0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0495_STAMPING: X 124 1949
 BX0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0495+STABILITY: SURFACE MOTION
 BX0495
 BX0495  HISTORY     - Date     Condition        Report By
 BX0495  HISTORY     - 1949     MONUMENTED       CGS
 BX0495  HISTORY     - 1950     GOOD             CGS
 BX0495  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0495
 BX0495                          STATION DESCRIPTION
 BX0495
 BX0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0495'10.75 MI NW FROM JENA.
 BX0495'8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BX0495'JENA, THENCE 2.75 MILES NORTH ALONG A GRAVELED ROAD.  AT A JUNCTION
 BX0495'WITH A TRACK ROAD LEADING EAST, 0.15 MILE NORTH OF A WOODEN BRIDGE
 BX0495'OVER A SMALL STREAM, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 23
 BX0495'FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 8 FEET NORTH OF A 10
 BX0495'INCH BLAZED PINE TREE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 BX0495'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX0495
 BX0495                          STATION RECOVERY (1981)
 BX0495
 BX0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0523 ***********************************************************************
 BX0523  DESIGNATION -  X 125
 BX0523  PID         -  BX0523
 BX0523  STATE/COUNTY-  LA/LA SALLE
 BX0523  USGS QUAD   -  SUMMERVILLE (1984)
 BX0523
 BX0523                         *CURRENT SURVEY CONTROL
 BX0523  ___________________________________________________________________
 BX0523* NAD 83(1986)-  31 45 58.     (N)    092 08 31.     (W)     SCALED    
 BX0523* NAVD 88     -        47.29   (+/-2cm)     155.2    (feet)  VERTCON   
 BX0523  ___________________________________________________________________
 BX0523  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0523
 BX0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0523
 BX0523.The horizontal coordinates were scaled from a topographic map and have
 BX0523.an estimated accuracy of +/- 6 seconds.
 BX0523
 BX0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0523.The vertical order pertains to the NGVD 29 superseded value.
 BX0523
 BX0523.The geoid height was determined by GEOID03.
 BX0523
 BX0523;                    North         East    Units  Estimated Accuracy
 BX0523;SPC LA N     -   140,440.    1,033,920.      MT  (+/- 180 meters Scaled)
 BX0523
 BX0523                          SUPERSEDED SURVEY CONTROL
 BX0523
 BX0523  NGVD 29 (??/??/??)   47.290  (m)          155.15   (f) ADJUSTED    2 0
 BX0523
 BX0523.Superseded values are not recommended for survey control.
 BX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0523.See file dsdata.txt to determine how the superseded data were derived.
 BX0523
 BX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR812148(NAD 83)
 BX0523_MARKER: DB = BENCH MARK DISK
 BX0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0523_STAMPING: X 125 1950
 BX0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0523+STABILITY: SURFACE MOTION
 BX0523
 BX0523  HISTORY     - Date     Condition        Report By
 BX0523  HISTORY     - 1950     MONUMENTED       CGS
 BX0523
 BX0523                          STATION DESCRIPTION
 BX0523
 BX0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0523'6.25 MI N FROM JENA.
 BX0523'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0523'JENA, THENCE 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 112.  33 FEET
 BX0523'NORTH OF THE CENTER LINE OF THE HIGHWAY, 81 FEET EAST OF THE CENTER
 BX0523'LINE OF A ROAD LEADING NORTH, 2.0 FEET SOUTH OF A WITNESS POST, SET IN
 BX0523'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0474 ***********************************************************************
 BX0474  DESIGNATION -  X 126
 BX0474  PID         -  BX0474
 BX0474  STATE/COUNTY-  LA/LA SALLE
 BX0474  USGS QUAD   -  NICKEL (1984)
 BX0474
 BX0474                         *CURRENT SURVEY CONTROL
 BX0474  ___________________________________________________________________
 BX0474* NAD 83(1986)-  31 52 04.     (N)    092 02 48.     (W)     SCALED    
 BX0474* NAVD 88     -        67.68   (+/-2cm)     222.0    (feet)  VERTCON   
 BX0474  ___________________________________________________________________
 BX0474  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0474
 BX0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0474
 BX0474.The horizontal coordinates were scaled from a topographic map and have
 BX0474.an estimated accuracy of +/- 6 seconds.
 BX0474
 BX0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0474.The vertical order pertains to the NGVD 29 superseded value.
 BX0474
 BX0474.The geoid height was determined by GEOID03.
 BX0474
 BX0474;                    North         East    Units  Estimated Accuracy
 BX0474;SPC LA N     -   151,740.    1,042,890.      MT  (+/- 180 meters Scaled)
 BX0474
 BX0474                          SUPERSEDED SURVEY CONTROL
 BX0474
 BX0474  NGVD 29 (??/??/??)   67.680  (m)          222.05   (f) ADJUSTED    2 0
 BX0474
 BX0474.Superseded values are not recommended for survey control.
 BX0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0474.See file dsdata.txt to determine how the superseded data were derived.
 BX0474
 BX0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR901261(NAD 83)
 BX0474_MARKER: DB = BENCH MARK DISK
 BX0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0474_STAMPING: X 126 1950
 BX0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0474+STABILITY: SURFACE MOTION
 BX0474
 BX0474  HISTORY     - Date     Condition        Report By
 BX0474  HISTORY     - 1950     MONUMENTED       CGS
 BX0474
 BX0474                          STATION DESCRIPTION
 BX0474
 BX0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0474'4.35 MI SW FROM ROSEFIELD.
 BX0474'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0474'ROSEFIELD, THENCE 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BX0474'0.7 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTHWEST ALONG
 BX0474'STATE HIGHWAY 1012. AT THE HOME OF T.J. EUBANKS, 39 FEET NORTHEAST OF
 BX0474'THE CENTER LINE OF THE HIGHWAY, 147 FEET SOUTH OF THE SOUTHEAST CORNER
 BX0474'OF THE HOUSE, 4 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE,
 BX0474'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0474'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0836 ***********************************************************************
 CQ0836  DESIGNATION -  X 127
 CQ0836  PID         -  CQ0836
 CQ0836  STATE/COUNTY-  LA/WINN
 CQ0836  USGS QUAD   -  COTTON PLANT (1989)
 CQ0836
 CQ0836                         *CURRENT SURVEY CONTROL
 CQ0836  ___________________________________________________________________
 CQ0836* NAD 83(1986)-  32 06 26.     (N)    092 19 37.     (W)     SCALED    
 CQ0836* NAVD 88     -        40.75   (+/-2cm)     133.7    (feet)  VERTCON   
 CQ0836  ___________________________________________________________________
 CQ0836  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0836
 CQ0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0836
 CQ0836.The horizontal coordinates were scaled from a topographic map and have
 CQ0836.an estimated accuracy of +/- 6 seconds.
 CQ0836
 CQ0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0836.The vertical order pertains to the NGVD 29 superseded value.
 CQ0836
 CQ0836.The geoid height was determined by GEOID03.
 CQ0836
 CQ0836;                    North         East    Units  Estimated Accuracy
 CQ0836;SPC LA N     -   178,210.    1,016,330.      MT  (+/- 180 meters Scaled)
 CQ0836
 CQ0836                          SUPERSEDED SURVEY CONTROL
 CQ0836
 CQ0836  NGVD 29 (??/??/??)   40.777  (m)          133.78   (f) ADJUSTED    2 0
 CQ0836
 CQ0836.Superseded values are not recommended for survey control.
 CQ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0836.See file dsdata.txt to determine how the superseded data were derived.
 CQ0836
 CQ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR635525(NAD 83)
 CQ0836_MARKER: DB = BENCH MARK DISK
 CQ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0836_STAMPING: X 127 1950
 CQ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0836+STABILITY: SURFACE MOTION
 CQ0836
 CQ0836  HISTORY     - Date     Condition        Report By
 CQ0836  HISTORY     - 1950     MONUMENTED       CGS
 CQ0836  HISTORY     - 1955     GOOD             CGS
 CQ0836  HISTORY     - 19860310 MARK NOT FOUND   USPSQD
 CQ0836
 CQ0836                          STATION DESCRIPTION
 CQ0836
 CQ0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CQ0836'10.65 MI E FROM SIKES.
 CQ0836'10.65 MILES EAST ALONG STATE HIGHWAY 110 FROM THE RAILROAD STATION AT
 CQ0836'SIKES, WINN FARISH, 0.3 MILE WEST OF A BRIDGE OVER BAYOU
 CQ0836'BEAUCOUP,OPPOSITE THE EAST END OF A CONCRETE CULVERT, AND 43 FEET
 CQ0836'DOWNSTREAM FROM THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CQ0836'STAMPED X 127 1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CQ0836'0.3 FOOT ABOVE GROUND.
 CQ0836
 CQ0836                          STATION RECOVERY (1986)
 CQ0836
 CQ0836'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0256 ***********************************************************************
 BX0256  DESIGNATION -  X 128
 BX0256  PID         -  BX0256
 BX0256  STATE/COUNTY-  LA/WINN
 BX0256  USGS QUAD   -  FLAT CREEK (1984)
 BX0256
 BX0256                         *CURRENT SURVEY CONTROL
 BX0256  ___________________________________________________________________
 BX0256* NAD 83(1986)-  31 52 46.     (N)    092 23 39.     (W)     SCALED    
 BX0256* NAVD 88     -        49.72   (+/-2cm)     163.1    (feet)  VERTCON   
 BX0256  ___________________________________________________________________
 BX0256  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0256
 BX0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0256
 BX0256.The horizontal coordinates were scaled from a topographic map and have
 BX0256.an estimated accuracy of +/- 6 seconds.
 BX0256
 BX0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0256.The vertical order pertains to the NGVD 29 superseded value.
 BX0256
 BX0256.The geoid height was determined by GEOID03.
 BX0256
 BX0256;                    North         East    Units  Estimated Accuracy
 BX0256;SPC LA N     -   152,950.    1,010,010.      MT  (+/- 180 meters Scaled)
 BX0256
 BX0256                          SUPERSEDED SURVEY CONTROL
 BX0256
 BX0256  NGVD 29 (??/??/??)   49.741  (m)          163.19   (f) ADJUSTED    2 0
 BX0256
 BX0256.Superseded values are not recommended for survey control.
 BX0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0256.See file dsdata.txt to determine how the superseded data were derived.
 BX0256
 BX0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR572272(NAD 83)
 BX0256_MARKER: DB = BENCH MARK DISK
 BX0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0256_STAMPING: X 128 1950
 BX0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0256+STABILITY: SURFACE MOTION
 BX0256
 BX0256  HISTORY     - Date     Condition        Report By
 BX0256  HISTORY     - 1950     MONUMENTED       CGS
 BX0256
 BX0256                          STATION DESCRIPTION
 BX0256
 BX0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0256'7.8 MI NW FROM TULLOS.
 BX0256'3.4 MILES WEST ALONG U. S. HIGHWAY 84 FROM THE INTERSECTION OF U. S.
 BX0256'HIGHWAYS 84 AND 165 AT TULLOS, THENCE 3.6 MILES NORTH ALONG A GRADED
 BX0256'DIRT ROAD, THENCE 0.8 MILE SOUTHWEST ALONG A DIRT ROAD.  1.0 MILE
 BX0256'NORTHEAST OF BENCH MARK W 128, 0.5 MILE NORTHEAST OF A ROAD JUNCTION,
 BX0256'ON TOP OF A RISE, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6
 BX0256'FEET WEST OF THE EXTENDED CENTER LINE OF A WOODS ROAD LEADING NORTH,
 BX0256'1.5 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BX0256'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0792 ***********************************************************************
 CQ0792  DESIGNATION -  X 129
 CQ0792  PID         -  CQ0792
 CQ0792  STATE/COUNTY-  LA/CALDWELL
 CQ0792  USGS QUAD   -  BLANKSTON (1989)
 CQ0792
 CQ0792                         *CURRENT SURVEY CONTROL
 CQ0792  ___________________________________________________________________
 CQ0792* NAD 83(1986)-  32 09 29.     (N)    092 14 39.     (W)     SCALED    
 CQ0792* NAVD 88     -        43.86   (+/-2cm)     143.9    (feet)  VERTCON   
 CQ0792  ___________________________________________________________________
 CQ0792  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CQ0792
 CQ0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0792
 CQ0792.The horizontal coordinates were scaled from a topographic map and have
 CQ0792.an estimated accuracy of +/- 6 seconds.
 CQ0792
 CQ0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0792.The vertical order pertains to the NGVD 29 superseded value.
 CQ0792
 CQ0792.The geoid height was determined by GEOID03.
 CQ0792
 CQ0792;                    North         East    Units  Estimated Accuracy
 CQ0792;SPC LA N     -   183,870.    1,024,130.      MT  (+/- 180 meters Scaled)
 CQ0792
 CQ0792                          SUPERSEDED SURVEY CONTROL
 CQ0792
 CQ0792  NGVD 29 (??/??/??)   43.886  (m)          143.98   (f) ADJUSTED    2 0
 CQ0792
 CQ0792.Superseded values are not recommended for survey control.
 CQ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0792.See file dsdata.txt to determine how the superseded data were derived.
 CQ0792
 CQ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR712582(NAD 83)
 CQ0792_MARKER: DB = BENCH MARK DISK
 CQ0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0792_STAMPING: X 129 1950
 CQ0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0792+STABILITY: SURFACE MOTION
 CQ0792
 CQ0792  HISTORY     - Date     Condition        Report By
 CQ0792  HISTORY     - 1950     MONUMENTED       CGS
 CQ0792
 CQ0792                          STATION DESCRIPTION
 CQ0792
 CQ0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0792'5.0 MI W FROM MOUNT PLEASANT.
 CQ0792'3.2 MILES WEST ALONG A PARISH ROAD FROM THE MOUNT PLEASANT CHURCH AT
 CQ0792'MOUNT PLEASANT, THENCE 1.8 MILE NORTHWEST ALONG A PARISH ROAD.  AT THE
 CQ0792'CROSSING OF THE OLD AND NEW ROADS, 70 FEET EAST OF THE CENTER LINE OF
 CQ0792'THE NEW ROAD, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD ROAD, 14
 CQ0792'FEET WEST OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE
 CQ0792'OF THE TREE, 11 FEET NORTH OF A 10-INCH PINE WITH A TRIANGULAR BLAZE
 CQ0792'ON THE WEST SIDE OF THE TREE, 1.5 FEET WEST OF A REFERENCE POST, SET
 CQ0792'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.2
 CQ0792'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0419 ***********************************************************************
 BX0419  DESIGNATION -  X 130
 BX0419  PID         -  BX0419
 BX0419  STATE/COUNTY-  LA/LA SALLE
 BX0419  USGS QUAD   -  NICKEL (1984)
 BX0419
 BX0419                         *CURRENT SURVEY CONTROL
 BX0419  ___________________________________________________________________
 BX0419* NAD 83(1986)-  31 48 56.     (N)    092 01 03.     (W)     SCALED    
 BX0419* NAVD 88     -        54.39   (+/-2cm)     178.4    (feet)  VERTCON   
 BX0419  ___________________________________________________________________
 BX0419  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0419
 BX0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0419
 BX0419.The horizontal coordinates were scaled from a topographic map and have
 BX0419.an estimated accuracy of +/- 6 seconds.
 BX0419
 BX0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0419.The vertical order pertains to the NGVD 29 superseded value.
 BX0419
 BX0419.The geoid height was determined by GEOID03.
 BX0419
 BX0419;                    North         East    Units  Estimated Accuracy
 BX0419;SPC LA N     -   145,960.    1,045,680.      MT  (+/- 180 meters Scaled)
 BX0419
 BX0419                          SUPERSEDED SURVEY CONTROL
 BX0419
 BX0419  NGVD 29 (??/??/??)   54.392  (m)          178.45   (f) ADJUSTED    2 0
 BX0419
 BX0419.Superseded values are not recommended for survey control.
 BX0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0419.See file dsdata.txt to determine how the superseded data were derived.
 BX0419
 BX0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR929204(NAD 83)
 BX0419_MARKER: DB = BENCH MARK DISK
 BX0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0419_STAMPING: X 130 1950
 BX0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0419+STABILITY: SURFACE MOTION
 BX0419
 BX0419  HISTORY     - Date     Condition        Report By
 BX0419  HISTORY     - 1950     MONUMENTED       CGS
 BX0419
 BX0419                          STATION DESCRIPTION
 BX0419
 BX0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0419'2.85 MI NW FROM AIMWELL.
 BX0419'2.85 MILES NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0419'AIMWELL, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 BX0419'WEST OF THE EXTENDED CENTER LINE OF A T ROAD LEADING NORTHEAST, 36.0
 BX0419'FEET SOUTH OF AN 18 INCH TRIANGULAR BLAZED OAK TREE, 21.0 FEET WEST OF
 BX0419'A 10 INCH TRIANGULAR BLAZED PINE TREE, 2.0 FEET NORTH OF A WITNESS
 BX0419'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BX0419'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1765 ***********************************************************************
 BW1765  DESIGNATION -  X 131
 BW1765  PID         -  BW1765
 BW1765  STATE/COUNTY-  LA/CATAHOULA
 BW1765  USGS QUAD   -  ENTERPRISE (1984)
 BW1765
 BW1765                         *CURRENT SURVEY CONTROL
 BW1765  ___________________________________________________________________
 BW1765* NAD 83(1986)-  31 54 32.     (N)    091 57 40.     (W)     SCALED    
 BW1765* NAVD 88     -        58.86   (+/-2cm)     193.1    (feet)  VERTCON   
 BW1765  ___________________________________________________________________
 BW1765  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BW1765
 BW1765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1765
 BW1765.The horizontal coordinates were scaled from a topographic map and have
 BW1765.an estimated accuracy of +/- 6 seconds.
 BW1765
 BW1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1765.The vertical order pertains to the NGVD 29 superseded value.
 BW1765
 BW1765.The geoid height was determined by GEOID03.
 BW1765
 BW1765;                    North         East    Units  Estimated Accuracy
 BW1765;SPC LA N     -   156,340.    1,050,970.      MT  (+/- 180 meters Scaled)
 BW1765
 BW1765                          SUPERSEDED SURVEY CONTROL
 BW1765
 BW1765  NGVD 29 (??/??/92)   58.867  (m)          193.13   (f) ADJ UNCH    2 0
 BW1765
 BW1765.Superseded values are not recommended for survey control.
 BW1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1765.See file dsdata.txt to determine how the superseded data were derived.
 BW1765
 BW1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR982308(NAD 83)
 BW1765_MARKER: DB = BENCH MARK DISK
 BW1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1765_STAMPING: X 131 1950
 BW1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1765+STABILITY: SURFACE MOTION
 BW1765
 BW1765  HISTORY     - Date     Condition        Report By
 BW1765  HISTORY     - 1950     MONUMENTED       CGS
 BW1765
 BW1765                          STATION DESCRIPTION
 BW1765
 BW1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1765'3.1 MI NE FROM ROSEFIELD.
 BW1765'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BW1765'ROSEFIELD, ON THE SIDE OF A HILL WHICH SLOPES TO THE NORTHEAST, 44
 BW1765'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHEAST OF
 BW1765'AN 8 INCH TRIANGULAR BLAZED PINE TREE, 39 FEET NORTHWEST OF A 10 INCH
 BW1765'TRIANGULAR BLAZED OAK TREE, 28 FEET SOUTHWEST OF A 12 INCH TRIANGULAR
 BW1765'BLAZED OAK TREE, 1.8 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 BW1765'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1720 ***********************************************************************
 BW1720  DESIGNATION -  X 132
 BW1720  PID         -  BW1720
 BW1720  STATE/COUNTY-  LA/CATAHOULA
 BW1720  USGS QUAD   -  MANIFEST (1983)
 BW1720
 BW1720                         *CURRENT SURVEY CONTROL
 BW1720  ___________________________________________________________________
 BW1720* NAD 83(1986)-  31 41 59.     (N)    091 58 13.     (W)     SCALED    
 BW1720* NAVD 88     -        24.10   (+/-2cm)      79.1    (feet)  VERTCON   
 BW1720  ___________________________________________________________________
 BW1720  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BW1720
 BW1720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1720
 BW1720.The horizontal coordinates were scaled from a topographic map and have
 BW1720.an estimated accuracy of +/- 6 seconds.
 BW1720
 BW1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1720.The vertical order pertains to the NGVD 29 superseded value.
 BW1720
 BW1720.The geoid height was determined by GEOID03.
 BW1720
 BW1720;                    North         East    Units  Estimated Accuracy
 BW1720;SPC LA N     -   133,140.    1,050,210.      MT  (+/- 180 meters Scaled)
 BW1720
 BW1720                          SUPERSEDED SURVEY CONTROL
 BW1720
 BW1720  NGVD 29 (??/??/92)   24.098  (m)           79.06   (f) ADJ UNCH    2 0
 BW1720
 BW1720.Superseded values are not recommended for survey control.
 BW1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1720.See file dsdata.txt to determine how the superseded data were derived.
 BW1720
 BW1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR975076(NAD 83)
 BW1720_MARKER: DB = BENCH MARK DISK
 BW1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1720_STAMPING: X 132 1950
 BW1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1720+STABILITY: SURFACE MOTION
 BW1720
 BW1720  HISTORY     - Date     Condition        Report By
 BW1720  HISTORY     - 1950     MONUMENTED       CGS
 BW1720  HISTORY     - 1975     GOOD             NGS
 BW1720
 BW1720                          STATION DESCRIPTION
 BW1720
 BW1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BW1720'0.9 MI SW FROM MANIFEST.
 BW1720'LOCATED 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 8 FROM MANIFEST, 67
 BW1720'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 38 FEET SOUTHEAST OF A
 BW1720'2-FOOT PINE TREE, 21 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 BW1720'AND 2.6 FEET SOUTHWEST OF THE PROJECTED PLANE OF THE SOUTHWEST WALL OF
 BW1720'THE HOUSE, 3.0 FEET SOUTHEAST OF A FENCE LINE AND 30 FEET SOUTHWEST OF
 BW1720'THE CENTER OF A GATE.  IT IS A BENCH MARK DISK SET IN THE TOP OF A
 BW1720'10-INCH ROUND CONCRETE POST PROJECTING 4 INCHES AND SET NEAR SOME
 BW1720'SHRUBBERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0631 ***********************************************************************
 CQ0631  DESIGNATION -  X 137
 CQ0631  PID         -  CQ0631
 CQ0631  STATE/COUNTY-  LA/WINN
 CQ0631  USGS QUAD   -  SIKES (1989)
 CQ0631
 CQ0631                         *CURRENT SURVEY CONTROL
 CQ0631  ___________________________________________________________________
 CQ0631* NAD 83(1986)-  32 02 16.     (N)    092 22 50.     (W)     SCALED    
 CQ0631* NAVD 88     -        35.76   (+/-2cm)     117.3    (feet)  VERTCON   
 CQ0631  ___________________________________________________________________
 CQ0631  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CQ0631
 CQ0631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0631
 CQ0631.The horizontal coordinates were scaled from a topographic map and have
 CQ0631.an estimated accuracy of +/- 6 seconds.
 CQ0631
 CQ0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0631.The vertical order pertains to the NGVD 29 superseded value.
 CQ0631
 CQ0631.The geoid height was determined by GEOID03.
 CQ0631
 CQ0631;                    North         East    Units  Estimated Accuracy
 CQ0631;SPC LA N     -   170,510.    1,011,280.      MT  (+/- 180 meters Scaled)
 CQ0631
 CQ0631                          SUPERSEDED SURVEY CONTROL
 CQ0631
 CQ0631  NGVD 29 (??/??/??)   35.780  (m)          117.39   (f) ADJUSTED    2 0
 CQ0631
 CQ0631.Superseded values are not recommended for survey control.
 CQ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0631.See file dsdata.txt to determine how the superseded data were derived.
 CQ0631
 CQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR584447(NAD 83)
 CQ0631_MARKER: DB = BENCH MARK DISK
 CQ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0631_STAMPING: X 137 1950
 CQ0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0631+STABILITY: SURFACE MOTION
 CQ0631
 CQ0631  HISTORY     - Date     Condition        Report By
 CQ0631  HISTORY     - 1950     MONUMENTED       CGS
 CQ0631  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0631
 CQ0631                          STATION DESCRIPTION
 CQ0631
 CQ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0631'14.7 MI NW FROM OLLA.
 CQ0631'12.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 CQ0631'PACIFIC RAILROAD STATION AT OLLA, THENCE 2.2 MILES NORTHWEST ALONG A
 CQ0631'PARISH ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING SOUTHEAST
 CQ0631'AND SOUTHWEST, IN A BOTTOM, ON THE TOP OF A KNOLL, 23 FEET NORTH OF
 CQ0631'THE CENTER LINE OF THE ROAD, 20 FEET SOUTH OF A 36-INCH BIRCH WITH A
 CQ0631'TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 19 FEET EAST OF A
 CQ0631'20-INCH BIRCH WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE,
 CQ0631'14 FEET WEST OF A 12-INCH BIRCH WITH A TRIANGULAR BLAZE ON THE SOUTH
 CQ0631'SIDE OF THE TREE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 CQ0631'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CQ0631
 CQ0631                          STATION RECOVERY (1986)
 CQ0631
 CQ0631'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1778 ***********************************************************************
 BW1778  DESIGNATION -  X 138
 BW1778  PID         -  BW1778
 BW1778  STATE/COUNTY-  LA/CATAHOULA
 BW1778  USGS QUAD   -  HARRISONBURG (1984)
 BW1778
 BW1778                         *CURRENT SURVEY CONTROL
 BW1778  ___________________________________________________________________
 BW1778* NAD 83(1986)-  31 46 51.     (N)    091 51 11.     (W)     SCALED    
 BW1778* NAVD 88     -        58.80   (+/-2cm)     192.9    (feet)  VERTCON   
 BW1778  ___________________________________________________________________
 BW1778  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BW1778
 BW1778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1778
 BW1778.The horizontal coordinates were scaled from a topographic map and have
 BW1778.an estimated accuracy of +/- 6 seconds.
 BW1778
 BW1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1778.The vertical order pertains to the NGVD 29 superseded value.
 BW1778
 BW1778.The geoid height was determined by GEOID03.
 BW1778
 BW1778;                    North         East    Units  Estimated Accuracy
 BW1778;SPC LA N     -   142,200.    1,061,270.      MT  (+/- 180 meters Scaled)
 BW1778
 BW1778                          SUPERSEDED SURVEY CONTROL
 BW1778
 BW1778  NGVD 29 (??/??/92)   58.799  (m)          192.91   (f) ADJ UNCH    2 0
 BW1778
 BW1778.Superseded values are not recommended for survey control.
 BW1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1778.See file dsdata.txt to determine how the superseded data were derived.
 BW1778
 BW1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR085167(NAD 83)
 BW1778_MARKER: DB = BENCH MARK DISK
 BW1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1778_STAMPING: X 138 1950
 BW1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1778+STABILITY: SURFACE MOTION
 BW1778
 BW1778  HISTORY     - Date     Condition        Report By
 BW1778  HISTORY     - 1950     MONUMENTED       CGS
 BW1778
 BW1778                          STATION DESCRIPTION
 BW1778
 BW1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1778'2.7 MI NW FROM HARRISONBURG.
 BW1778'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1778'HARRISONBURG, THENCE 2.4 MILES WEST ALONG A WINDING DIRT ROAD.  ON THE
 BW1778'OUTSIDE OF A CURVE IN THE ROAD, 46 FEET NORTH OF THE CENTER LINE OF
 BW1778'THE ROAD, 39 FEET NORTHWEST OF A 24 INCH TRIANGULAR BLAZED OAK TREE,
 BW1778'12 FEET NORTHEAST OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 1.5 FEET
 BW1778'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BW1778'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0533 ***********************************************************************
 BX0533  DESIGNATION -  X 139
 BX0533  PID         -  BX0533
 BX0533  STATE/COUNTY-  LA/CATAHOULA
 BX0533  USGS QUAD   -  NICKEL (1984)
 BX0533
 BX0533                         *CURRENT SURVEY CONTROL
 BX0533  ___________________________________________________________________
 BX0533* NAD 83(1986)-  31 50 02.     (N)    092 00 04.     (W)     SCALED    
 BX0533* NAVD 88     -        73.12   (+/-2cm)     239.9    (feet)  VERTCON   
 BX0533  ___________________________________________________________________
 BX0533  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0533
 BX0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0533
 BX0533.The horizontal coordinates were scaled from a topographic map and have
 BX0533.an estimated accuracy of +/- 6 seconds.
 BX0533
 BX0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0533.The vertical order pertains to the NGVD 29 superseded value.
 BX0533
 BX0533.The geoid height was determined by GEOID03.
 BX0533
 BX0533;                    North         East    Units  Estimated Accuracy
 BX0533;SPC LA N     -   148,000.    1,047,220.      MT  (+/- 180 meters Scaled)
 BX0533
 BX0533                          SUPERSEDED SURVEY CONTROL
 BX0533
 BX0533  NGVD 29 (??/??/??)   73.114  (m)          239.87   (f) ADJUSTED    2 0
 BX0533
 BX0533.Superseded values are not recommended for survey control.
 BX0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0533.See file dsdata.txt to determine how the superseded data were derived.
 BX0533
 BX0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR945224(NAD 83)
 BX0533_MARKER: DB = BENCH MARK DISK
 BX0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0533_STAMPING: X 139 1950
 BX0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0533+STABILITY: SURFACE MOTION
 BX0533
 BX0533  HISTORY     - Date     Condition        Report By
 BX0533  HISTORY     - 1950     MONUMENTED       CGS
 BX0533
 BX0533                          STATION DESCRIPTION
 BX0533
 BX0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0533'4.8 MI N FROM AIMWELL.
 BX0533'2.85 MILES NORTHWEST ALONG STATE HIGHWAY 259 FROM THE POST OFFICE AT
 BX0533'AIMWELL, THENCE 1.95 MILES NORTHEAST ALONG A WINDING DIRT ROAD.  ON
 BX0533'THE INSIDE OF A CURVE IN THE ROAD, 65 FEET SOUTHEAST OF A 10 INCH
 BX0533'TRIANGULAR BLAZED PINE TREE, 35 FEET NORTHWEST OF AN 8 INCH TRIANGULAR
 BX0533'BLAZED PINE TREE, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BX0533'1.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX0533'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 BX0533'1.0 MILE SOUTH OF BENCH MARK Y 139.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1712 ***********************************************************************
 CQ1712  DESIGNATION -  X 14
 CQ1712  PID         -  CQ1712
 CQ1712  STATE/COUNTY-  LA/DE SOTO
 CQ1712  USGS QUAD   -  LONGSTREET (1972)
 CQ1712
 CQ1712                         *CURRENT SURVEY CONTROL
 CQ1712  ___________________________________________________________________
 CQ1712* NAD 83(1986)-  32 03 53.     (N)    093 57 35.     (W)     SCALED    
 CQ1712* NAVD 88     -        87.59   (+/-2cm)     287.4    (feet)  VERTCON   
 CQ1712  ___________________________________________________________________
 CQ1712  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1712
 CQ1712  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ1712
 CQ1712.The horizontal coordinates were scaled from a topographic map and have
 CQ1712.an estimated accuracy of +/- 6 seconds.
 CQ1712
 CQ1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1712.The vertical order pertains to the NGVD 29 superseded value.
 CQ1712
 CQ1712.The geoid height was determined by GEOID03.
 CQ1712
 CQ1712;                    North         East    Units  Estimated Accuracy
 CQ1712;SPC LA N     -   174,420.      862,180.      MT  (+/- 180 meters Scaled)
 CQ1712
 CQ1712                          SUPERSEDED SURVEY CONTROL
 CQ1712
 CQ1712  NGVD 29 (??/??/??)   87.653  (m)          287.57   (f) ADJUSTED    1 2
 CQ1712
 CQ1712.Superseded values are not recommended for survey control.
 CQ1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1712.See file dsdata.txt to determine how the superseded data were derived.
 CQ1712
 CQ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR094480(NAD 83)
 CQ1712_MARKER: DB = BENCH MARK DISK
 CQ1712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1712_SP_SET: CULVERT
 CQ1712_STAMPING: X 14 1919 287.575
 CQ1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1712
 CQ1712  HISTORY     - Date     Condition        Report By
 CQ1712  HISTORY     - 1919     MONUMENTED       CGS
 CQ1712  HISTORY     - 1952     MARK NOT FOUND   CGS
 CQ1712  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1712  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1712
 CQ1712                          STATION DESCRIPTION
 CQ1712
 CQ1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1712'1.0 MI N FROM FUNSTON.
 CQ1712'ABOUT 1 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 CQ1712'FUNSTON, DE SOTO PARISH, ABOUT 500 FEET EAST OF STATE HIGHWAY 38,
 CQ1712'ABOUT 4-1/2 POLES NORTH OF MILEPOST 198, IN THE TOP OF THE WEST HEAD
 CQ1712'WALL OF A CONCRETE CULVERT, AND 15 FEET WEST OF THE TRACK.  A STANDARD
 CQ1712'DISK, STAMPED 287.575 X 14 1919.  NOTE-- IT MAY HAVE BEEN DESTROYED
 CQ1712'WHEN A NEW CULVERT WAS BUILT.
 CQ1712
 CQ1712                          STATION RECOVERY (1987)
 CQ1712
 CQ1712'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1712'MARK NOT FOUND.
 CQ1712
 CQ1712                          STATION RECOVERY (1996)
 CQ1712
 CQ1712'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2535 ***********************************************************************
 BX2535  DESIGNATION -  X 142
 BX2535  PID         -  BX2535
 BX2535  STATE/COUNTY-  LA/WINN
 BX2535  USGS QUAD   -  FLAT CREEK (1984)
 BX2535
 BX2535                         *CURRENT SURVEY CONTROL
 BX2535  ___________________________________________________________________
 BX2535* NAD 83(1986)-  31 59 58.     (N)    092 23 47.     (W)     SCALED    
 BX2535* NAVD 88     -        58.01   (+/-2cm)     190.3    (feet)  VERTCON   
 BX2535  ___________________________________________________________________
 BX2535  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BX2535
 BX2535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2535
 BX2535.The horizontal coordinates were scaled from a topographic map and have
 BX2535.an estimated accuracy of +/- 6 seconds.
 BX2535
 BX2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2535.The vertical order pertains to the NGVD 29 superseded value.
 BX2535
 BX2535.The geoid height was determined by GEOID03.
 BX2535
 BX2535;                    North         East    Units  Estimated Accuracy
 BX2535;SPC LA N     -   166,260.    1,009,790.      MT  (+/- 180 meters Scaled)
 BX2535
 BX2535                          SUPERSEDED SURVEY CONTROL
 BX2535
 BX2535  NGVD 29 (??/??/??)   58.036  (m)          190.41   (f) ADJUSTED    2 0
 BX2535
 BX2535.Superseded values are not recommended for survey control.
 BX2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2535.See file dsdata.txt to determine how the superseded data were derived.
 BX2535
 BX2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR570405(NAD 83)
 BX2535_MARKER: DB = BENCH MARK DISK
 BX2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2535_STAMPING: X 142 1950
 BX2535
 BX2535  HISTORY     - Date     Condition        Report By
 BX2535  HISTORY     - UNK      MONUMENTED
 BX2535
 BX2535                          STATION DESCRIPTION
 BX2535
 BX2535'DESCRIBED UNK
 BX2535'11.0 MI SE FROM SIKES.
 BX2535'5.7 MILES SOUTH ALONG STATE HIGHWAY 788 FROM THE JUNCTION OF STATE
 BX2535'HIGHWAYS 788 AND 110 AT SIKES, THENCE 5.3 MILES EAST ALONG A GRADED
 BX2535'DIRT ROAD.  0.7 MILE WEST OF BENCH MARK TT 11 WM (U.S.G.S.), AT A ROAD
 BX2535'INTERSECTION, 78 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 BX2535'48 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST FROM
 BX2535'THE INTERSECTION, 7.8 FEET SOUTHEAST OF A 14-INCH PINE TREE, 2.8 FEET
 BX2535'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BX2535'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0085 ***********************************************************************
 CR0085  DESIGNATION -  X 143
 CR0085  PID         -  CR0085
 CR0085  STATE/COUNTY-  LA/CADDO
 CR0085  USGS QUAD   -  WASKOM (1978)
 CR0085
 CR0085                         *CURRENT SURVEY CONTROL
 CR0085  ___________________________________________________________________
 CR0085* NAD 83(1986)-  32 26 35.     (N)    094 00 12.     (W)     SCALED    
 CR0085* NAVD 88     -        84.286  (meters)     276.53   (feet)  ADJUSTED  
 CR0085  ___________________________________________________________________
 CR0085  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CR0085  DYNAMIC HT  -          84.190 (meters)     276.21  (feet)  COMP
 CR0085  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 CR0085
 CR0085  VERT ORDER  -  FIRST     CLASS II
 CR0085
 CR0085.The horizontal coordinates were scaled from a topographic map and have
 CR0085.an estimated accuracy of +/- 6 seconds.
 CR0085
 CR0085.The orthometric height was determined by differential leveling
 CR0085.and adjusted by the National Geodetic Survey in June 1991..
 CR0085
 CR0085.The geoid height was determined by GEOID03.
 CR0085
 CR0085.The dynamic height is computed by dividing the NAVD 88
 CR0085.geopotential number by the normal gravity value computed on the
 CR0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0085.degrees latitude (g = 980.6199 gals.).
 CR0085
 CR0085.The modeled gravity was interpolated from observed gravity values.
 CR0085
 CR0085;                    North         East    Units  Estimated Accuracy
 CR0085;SPC LA N     -   216,420.      858,640.      MT  (+/- 180 meters Scaled)
 CR0085
 CR0085                          SUPERSEDED SURVEY CONTROL
 CR0085
 CR0085  NGVD 29 (??/??/92)   84.355  (m)          276.75   (f) ADJ UNCH    1 2
 CR0085
 CR0085.Superseded values are not recommended for survey control.
 CR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0085.See file dsdata.txt to determine how the superseded data were derived.
 CR0085
 CR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR056899(NAD 83)
 CR0085_MARKER: DB = BENCH MARK DISK
 CR0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0085_STAMPING: X 143 1954
 CR0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0085+STABILITY: SURFACE MOTION
 CR0085
 CR0085  HISTORY     - Date     Condition        Report By
 CR0085  HISTORY     - 1954     MONUMENTED       CGS
 CR0085  HISTORY     - 1976     MARK NOT FOUND   USGS
 CR0085  HISTORY     - 19990206 MARK NOT FOUND   USPSQD
 CR0085  HISTORY     - 20010315 MARK NOT FOUND   USPSQD
 CR0085
 CR0085                          STATION DESCRIPTION
 CR0085
 CR0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0085'1.7 MI W FROM GREENWOOD.
 CR0085'1.7 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CR0085'GREENWOOD, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 129 FEET SOUTH OF
 CR0085'THE CENTER LINE OF THE HIGHWAY, 64 FEET EAST OF THE CENTER LINE OF
 CR0085'ELYSIAN FIELDS ROAD, 16 FEET SOUTHEAST OF A 21 INCH PINE TREE, 43.3
 CR0085'FEET EAST OF A POWER POLE, 1.6 FEET NORTHWEST OF A FENCE, 1.3 FEET
 CR0085'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0085'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CR0085
 CR0085                          STATION RECOVERY (1976)
 CR0085
 CR0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CR0085'MARK NOT FOUND.
 CR0085
 CR0085                          STATION RECOVERY (1999)
 CR0085
 CR0085'RECOVERY NOTE BY US POWER SQUADRON 1999
 CR0085'MARK NOT FOUND.
 CR0085
 CR0085                          STATION RECOVERY (2001)
 CR0085
 CR0085'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CR0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1051 ***********************************************************************
 BK1051  DESIGNATION -  X 15 RESET 1960
 BK1051  PID         -  BK1051
 BK1051  STATE/COUNTY-  LA/ALLEN
 BK1051  USGS QUAD   -  OAKDALE (1993)
 BK1051
 BK1051                         *CURRENT SURVEY CONTROL
 BK1051  ___________________________________________________________________
 BK1051* NAD 83(1986)-  30 52 19.     (N)    092 38 10.     (W)     SCALED    
 BK1051* NAVD 88     -        39.767  (meters)     130.47   (feet)  ADJUSTED  
 BK1051  ___________________________________________________________________
 BK1051  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BK1051  DYNAMIC HT  -          39.716 (meters)     130.30  (feet)  COMP
 BK1051  MODELED GRAV-     979,370.3   (mgal)                       NAVD 88
 BK1051
 BK1051  VERT ORDER  -  FIRST     CLASS I
 BK1051
 BK1051.The horizontal coordinates were scaled from a topographic map and have
 BK1051.an estimated accuracy of +/- 6 seconds.
 BK1051
 BK1051.The orthometric height was determined by differential leveling
 BK1051.and adjusted by the National Geodetic Survey in February 1994..
 BK1051
 BK1051.The geoid height was determined by GEOID03.
 BK1051
 BK1051.The dynamic height is computed by dividing the NAVD 88
 BK1051.geopotential number by the normal gravity value computed on the
 BK1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1051.degrees latitude (g = 980.6199 gals.).
 BK1051
 BK1051.The modeled gravity was interpolated from observed gravity values.
 BK1051
 BK1051;                    North         East    Units  Estimated Accuracy
 BK1051;SPC LA S     -   263,640.      875,410.      MT  (+/- 180 meters Scaled)
 BK1051
 BK1051                          SUPERSEDED SURVEY CONTROL
 BK1051
 BK1051  NAVD 88 (06/15/91)   39.759  (m)          130.44   (f) UNKNOWN     1 1
 BK1051  NGVD 29 (??/??/??)   39.743  (m)          130.39   (f) ADJUSTED    1 1
 BK1051
 BK1051.Superseded values are not recommended for survey control.
 BK1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1051.See file dsdata.txt to determine how the superseded data were derived.
 BK1051
 BK1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ347154(NAD 83)
 BK1051_MARKER: DB = BENCH MARK DISK
 BK1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1051_STAMPING: X 15 RESET 1960
 BK1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1051+STABILITY: SURFACE MOTION
 BK1051
 BK1051  HISTORY     - Date     Condition        Report By
 BK1051  HISTORY     - 1960     MONUMENTED       CGS
 BK1051  HISTORY     - 1970     GOOD             NGS
 BK1051
 BK1051                          STATION DESCRIPTION
 BK1051
 BK1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1051'4.15 MI NE FROM OAKDALE.
 BK1051'ABOUT 4.15 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1051'THE STATION AT OAKDALE, 49 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 BK1051'THE NORTHEAST END OF RAILROAD TRESTLE NUMBER 631.6, 58 FEET SOUTHEAST
 BK1051'OF THE CENTER LINE OF U.S. HIGHWAY 165, 53 FEET NORTHEAST OF THE
 BK1051'NORTHEAST CORNER OF A CONCRETE CULVERT UNDER THE HIGHWAY, 1.0 FOOT
 BK1051'EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BK1051'HIGHWAY, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 BK1051'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 BK1051'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0719 ***********************************************************************
 BK0719  DESIGNATION -  X 16
 BK0719  PID         -  BK0719
 BK0719  STATE/COUNTY-  LA/ALLEN
 BK0719  USGS QUAD   -  KINDER (1994)
 BK0719
 BK0719                         *CURRENT SURVEY CONTROL
 BK0719  ___________________________________________________________________
 BK0719* NAD 83(1986)-  30 29 15.     (N)    092 50 55.     (W)     SCALED    
 BK0719* NAVD 88     -        15.808  (meters)      51.86   (feet)  ADJUSTED  
 BK0719  ___________________________________________________________________
 BK0719  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK0719  DYNAMIC HT  -          15.788 (meters)      51.80  (feet)  COMP
 BK0719  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BK0719
 BK0719  VERT ORDER  -  FIRST     CLASS II
 BK0719
 BK0719.The horizontal coordinates were scaled from a topographic map and have
 BK0719.an estimated accuracy of +/- 6 seconds.
 BK0719
 BK0719.The orthometric height was determined by differential leveling
 BK0719.and adjusted by the National Geodetic Survey in February 1994..
 BK0719
 BK0719.The geoid height was determined by GEOID03.
 BK0719
 BK0719.The dynamic height is computed by dividing the NAVD 88
 BK0719.geopotential number by the normal gravity value computed on the
 BK0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0719.degrees latitude (g = 980.6199 gals.).
 BK0719
 BK0719.The modeled gravity was interpolated from observed gravity values.
 BK0719
 BK0719;                    North         East    Units  Estimated Accuracy
 BK0719;SPC LA S     -   221,270.      854,530.      MT  (+/- 180 meters Scaled)
 BK0719
 BK0719                          SUPERSEDED SURVEY CONTROL
 BK0719
 BK0719  NAVD 88 (06/15/91)   15.793  (m)           51.81   (f) UNKNOWN     1 2
 BK0719  NGVD 29 (??/??/??)   15.775  (m)           51.76   (f) ADJUSTED    1 2
 BK0719
 BK0719.Superseded values are not recommended for survey control.
 BK0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0719.See file dsdata.txt to determine how the superseded data were derived.
 BK0719
 BK0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP145728(NAD 83)
 BK0719_MARKER: DB = BENCH MARK DISK
 BK0719_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BK0719_SP_SET: WALL
 BK0719_STAMPING: X 16 1934
 BK0719_MARK LOGO: CGS   
 BK0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0719+STABILITY: SURFACE MOTION
 BK0719
 BK0719  HISTORY     - Date     Condition        Report By
 BK0719  HISTORY     - 1934     MONUMENTED       CGS
 BK0719  HISTORY     - 1970     GOOD             NGS
 BK0719  HISTORY     - 1981     GOOD             LADTD
 BK0719  HISTORY     - 1986     GOOD             NGS
 BK0719  HISTORY     - 20021102 GOOD             USPSQD
 BK0719
 BK0719                          STATION DESCRIPTION
 BK0719
 BK0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0719'0.3 MI SW FROM KINDER.
 BK0719'ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 165 FROM THE MISSOURI
 BK0719'PACIFIC RAILROAD STATION AT KINDER, THENCE 0.05 MILE WEST ALONG 4TH
 BK0719'AVENUE, 1 BLOCK SOUTH OF THE POST OFFICE, 51 FEET NORTH OF THE CENTER
 BK0719'LINE OF 4TH AVENUE, 88 FEET WEST OF THE CENTER LINE OF 9TH STREET, SET
 BK0719'VERTICALLY IN THE SOUTH FACE OF A BRICK DIVIDING WALL BETWEEN TWO
 BK0719'BUILDINGS, 1.4 FEET WEST OF THE WEST EDGE OF THE DOOR SILL AT THE
 BK0719'SOUTH ENTRANCE TO MAYS PHARMACY BUILDING, AND ABOUT 4 1/2 FEET ABOVE
 BK0719'THE LEVEL OF THE SIDEWALK.  SEC 35, T 6S, R 5W.
 BK0719
 BK0719                          STATION RECOVERY (1981)
 BK0719
 BK0719'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0719'RECOVERED IN GOOD CONDITION.
 BK0719
 BK0719                          STATION RECOVERY (1986)
 BK0719
 BK0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0719'RECOVERED IN GOOD CONDITION.
 BK0719
 BK0719                          STATION RECOVERY (2002)
 BK0719
 BK0719'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2275 ***********************************************************************
 BJ2275  DESIGNATION -  X 17
 BJ2275  PID         -  BJ2275
 BJ2275  STATE/COUNTY-  LA/ST MARTIN
 BJ2275  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2275
 BJ2275                         *CURRENT SURVEY CONTROL
 BJ2275  ___________________________________________________________________
 BJ2275* NAD 83(1986)-  30 21 28.     (N)    091 40 34.     (W)     SCALED    
 BJ2275* NAVD 88     -         5.54   (+/-2cm)      18.2    (feet)  VERTCON   
 BJ2275  ___________________________________________________________________
 BJ2275  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2275
 BJ2275  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2275
 BJ2275.The horizontal coordinates were scaled from a topographic map and have
 BJ2275.an estimated accuracy of +/- 6 seconds.
 BJ2275
 BJ2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2275.The vertical order pertains to the NGVD 29 superseded value.
 BJ2275
 BJ2275.The geoid height was determined by GEOID03.
 BJ2275
 BJ2275;                    North         East    Units  Estimated Accuracy
 BJ2275;SPC LA S     -   205,980.      967,050.      MT  (+/- 180 meters Scaled)
 BJ2275
 BJ2275                          SUPERSEDED SURVEY CONTROL
 BJ2275
 BJ2275  NGVD 29 (??/??/??)    5.546  (m)           18.20   (f) ADJUSTED    1 2
 BJ2275
 BJ2275.Superseded values are not recommended for survey control.
 BJ2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2275.See file dsdata.txt to determine how the superseded data were derived.
 BJ2275
 BJ2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP272591(NAD 83)
 BJ2275_MARKER: DB = BENCH MARK DISK
 BJ2275_SETTING: 0 = UNSPECIFIED SETTING
 BJ2275_STAMPING: X 17 1934
 BJ2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2275
 BJ2275  HISTORY     - Date     Condition        Report By
 BJ2275  HISTORY     - 1934     MONUMENTED       CGS
 BJ2275  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2275
 BJ2275                          STATION DESCRIPTION
 BJ2275
 BJ2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2275'14.6 MI W FROM GROSSE TETE.
 BJ2275'IN ST. MARTIN PARISH, 14.6 MILES WEST ALONG THE ABANDONED TEXAS AND
 BJ2275'NEW ORLEANS RAILROAD FROM THE STATION AT GROSSE TETE, IBERVILLE
 BJ2275'PARISH, AT CRUSEL, 220 FEET EAST OF STRUCTURE 22 A, AT AN OLD SAWMILL
 BJ2275'SITE, AND 50 FEET NORTH OF THE CENTERLINE OF THE OLD ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1872 ***********************************************************************
 CQ1872  DESIGNATION -  X 177
 CQ1872  PID         -  CQ1872
 CQ1872  STATE/COUNTY-  LA/BOSSIER
 CQ1872  USGS QUAD   -  WARDVIEW (1971)
 CQ1872
 CQ1872                         *CURRENT SURVEY CONTROL
 CQ1872  ___________________________________________________________________
 CQ1872* NAD 83(1986)-  32 53 56.     (N)    093 46 13.     (W)     SCALED    
 CQ1872* NAVD 88     -        90.375  (meters)     296.51   (feet)  ADJUSTED  
 CQ1872  ___________________________________________________________________
 CQ1872  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CQ1872  DYNAMIC HT  -          90.275 (meters)     296.18  (feet)  COMP
 CQ1872  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 CQ1872
 CQ1872  VERT ORDER  -  FIRST     CLASS II
 CQ1872
 CQ1872.The horizontal coordinates were scaled from a topographic map and have
 CQ1872.an estimated accuracy of +/- 6 seconds.
 CQ1872
 CQ1872.The orthometric height was determined by differential leveling
 CQ1872.and adjusted by the National Geodetic Survey in June 1991..
 CQ1872
 CQ1872.The geoid height was determined by GEOID03.
 CQ1872
 CQ1872.The dynamic height is computed by dividing the NAVD 88
 CQ1872.geopotential number by the normal gravity value computed on the
 CQ1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1872.degrees latitude (g = 980.6199 gals.).
 CQ1872
 CQ1872.The modeled gravity was interpolated from observed gravity values.
 CQ1872
 CQ1872;                    North         East    Units  Estimated Accuracy
 CQ1872;SPC LA N     -   266,690.      881,150.      MT  (+/- 180 meters Scaled)
 CQ1872
 CQ1872                          SUPERSEDED SURVEY CONTROL
 CQ1872
 CQ1872  NGVD 29 (??/??/??)   90.439  (m)          296.72   (f) ADJUSTED    1 2
 CQ1872
 CQ1872.Superseded values are not recommended for survey control.
 CQ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1872.See file dsdata.txt to determine how the superseded data were derived.
 CQ1872
 CQ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS279403(NAD 83)
 CQ1872_MARKER: DB = BENCH MARK DISK
 CQ1872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1872_SP_SET: 12 FT
 CQ1872_STAMPING: X 177 1960
 CQ1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1872+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 CQ1872
 CQ1872  HISTORY     - Date     Condition        Report By
 CQ1872  HISTORY     - 1961     MONUMENTED       CGS
 CQ1872  HISTORY     - 1969     GOOD             LADH
 CQ1872  HISTORY     - 1987     POOR             USPSQD
 CQ1872  HISTORY     - 20021012 GOOD             USPSQD
 CQ1872
 CQ1872                          STATION DESCRIPTION
 CQ1872
 CQ1872'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1872'4.25 MI W FROM PLAIN DEALING.
 CQ1872'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1872'PLAIN DEALING, THENCE 4.25 MILES WEST ALONG STATE HIGHWAY 2, AT THE
 CQ1872'JUNCTION OF STATE HIGHWAY 537, 58 FEET NORTHWEST OF THE CENTER LINE OF
 CQ1872'THE HIGHWAY, 124 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 CQ1872'NO. 537, 101 FEET NORTH OF THE CENTER OF THE JUNCTION, 5 FEET
 CQ1872'NORTHWEST OF A TELEPHONE POLE, 0.9 FEET SOUTHWEST OF A METAL WITNESS
 CQ1872'POST, A DISK CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 CQ1872'TO A DEPTH OF 12 FEET, AND INCASED IN A 6-INCH TILE PROJECTING 4
 CQ1872'INCHES.  SEC 13, T 22N, R 14W.
 CQ1872
 CQ1872                          STATION RECOVERY (1987)
 CQ1872
 CQ1872'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1872'MARK RECOVERED IN POOR CONDITION.
 CQ1872
 CQ1872                          STATION RECOVERY (2002)
 CQ1872
 CQ1872'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1572 ***********************************************************************
 BJ1572  DESIGNATION -  X 178
 BJ1572  PID         -  BJ1572
 BJ1572  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1572  USGS QUAD   -  PONCHATOULA (1994)
 BJ1572
 BJ1572                         *CURRENT SURVEY CONTROL
 BJ1572  ___________________________________________________________________
 BJ1572* NAD 83(1986)-  30 29 36.     (N)    090 27 28.     (W)     SCALED    
 BJ1572* NAVD 88     -        11.090  (meters)      36.38   (feet)  READJUSTED
 BJ1572  ___________________________________________________________________
 BJ1572  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ1572  DYNAMIC HT  -          11.080 (meters)      36.35  (feet)  COMP
 BJ1572  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ1572
 BJ1572  VERT ORDER  -  ?
 BJ1572
 BJ1572.The horizontal coordinates were scaled from a topographic map and have
 BJ1572.an estimated accuracy of +/- 6 seconds.
 BJ1572
 BJ1572.The orthometric height was determined by differential leveling
 BJ1572.and adjusted by the National Geodetic Survey in June 1991..
 BJ1572.The height was derived from older observations constrained to new
 BJ1572.heights in a crustal motion area.  The height is approximate in
 BJ1572.relation to other heights in its vicinity.
 BJ1572
 BJ1572.The geoid height was determined by GEOID03.
 BJ1572
 BJ1572.The dynamic height is computed by dividing the NAVD 88
 BJ1572.geopotential number by the normal gravity value computed on the
 BJ1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1572.degrees latitude (g = 980.6199 gals.).
 BJ1572
 BJ1572.The modeled gravity was interpolated from observed gravity values.
 BJ1572
 BJ1572;                    North         East    Units  Estimated Accuracy
 BJ1572;SPC LA S     -   221,270.    1,084,050.      MT  (+/- 180 meters Scaled)
 BJ1572
 BJ1572                          SUPERSEDED SURVEY CONTROL
 BJ1572
 BJ1572  NGVD 29 (??/??/??)   11.070  (m)           36.32   (f) ADJUSTED    1 1
 BJ1572
 BJ1572.Superseded values are not recommended for survey control.
 BJ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1572.See file dsdata.txt to determine how the superseded data were derived.
 BJ1572
 BJ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP440762(NAD 83)
 BJ1572_MARKER: DB = BENCH MARK DISK
 BJ1572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1572_SP_SET: COPPER-CLAD STEEL ROD
 BJ1572_STAMPING: X 178 1959
 BJ1572_MARK LOGO: CGS   
 BJ1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1572
 BJ1572  HISTORY     - Date     Condition        Report By
 BJ1572  HISTORY     - 1959     MONUMENTED       CGS
 BJ1572  HISTORY     - 1969     GOOD             CGS
 BJ1572  HISTORY     - 1986     POOR             NGS
 BJ1572  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1572
 BJ1572                          STATION DESCRIPTION
 BJ1572
 BJ1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1572'0.95 MI S FROM HAMMOND.
 BJ1572'ABOUT 0.95 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1572'STATION AT HAMMOND, AT AN EAST-WEST STREET CROSSING, 105 FEET
 BJ1572'SOUTHWEST OF THE CENTER OF THE WEST TRACK AT THE STREET CROSSING, 84.8
 BJ1572'FEET SOUTH OF THE CENTER LINE OF THE STREET, 58.5 FEET WEST OF THE
 BJ1572'WEST RAIL OF THE WEST TRACK, 51 1/2 FEET WEST OF MILEPOST 860, 45 FEET
 BJ1572'EAST OF THE CENTER LINE OF BUSINESS ROUTE OF U. S. HIGHWAY 51, 24 FEET
 BJ1572'NORTH OF TELEPHONE POLE NO. 5220, IN LINE WITH A ROW OF POLES,
 BJ1572'1.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 BJ1572'THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 BJ1572'FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH STEEL PIPE WHICH
 BJ1572'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 BJ1572'A DEPTH OF 64 FEET.
 BJ1572
 BJ1572                          STATION RECOVERY (1986)
 BJ1572
 BJ1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1572'RECOVERED IN POOR CONDITION.  THE 4 INCH STEEL PIPE, DISK AND ROD HAVE
 BJ1572'BEEN STRUCK AND WERE LEANING TO THE NORTH UNDERGROUND.  THE PIPE, ROD
 BJ1572'AND DISK WERE PLACED IN AN UPRIGHT POSITION AND CONCRETE PLACED AROUND
 BJ1572'PVC PIPE TO HELP STABILIZE MARK BUT SHOULD BE USED WITH CAUTION.  THE
 BJ1572'1969 RECOVERY IS ADEQUATE WITH THE FOLLOWING CORRECTIONS.  THE
 BJ1572'EAST-WEST STREET CROSSING IS OLD COVINGTON HIGHWAY, DELETE 1.3 FEET
 BJ1572'EAST OF A METAL WITNESS POST.  NOTE---THE 4 INCH STEEL PIPE AND THE 5
 BJ1572'INCH PCV PIPE PROJECTS 0.06 METERS (0.2 FT) ABOVE THE GROUND LEVEL.
 BJ1572'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 BJ1572
 BJ1572                          STATION RECOVERY (1992)
 BJ1572
 BJ1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1572'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1778 ***********************************************************************
 BJ1778  DESIGNATION -  X 179
 BJ1778  PID         -  BJ1778
 BJ1778  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1778  USGS QUAD   -  KENTWOOD (1980)
 BJ1778
 BJ1778                         *CURRENT SURVEY CONTROL
 BJ1778  ___________________________________________________________________
 BJ1778* NAD 83(1986)-  30 53 38.     (N)    090 30 42.     (W)     SCALED    
 BJ1778* NAVD 88     -        54.890  (meters)     180.08   (feet)  ADJUSTED  
 BJ1778  ___________________________________________________________________
 BJ1778  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ1778  DYNAMIC HT  -          54.820 (meters)     179.86  (feet)  COMP
 BJ1778  MODELED GRAV-     979,353.3   (mgal)                       NAVD 88
 BJ1778  OBS GRAVITY -     979,360.0   (mgal)                       GRAV_OBS
 BJ1778
 BJ1778  VERT ORDER  -  FIRST     CLASS I
 BJ1778
 BJ1778.The horizontal coordinates were scaled from a topographic map and have
 BJ1778.an estimated accuracy of +/- 6 seconds.
 BJ1778
 BJ1778.The orthometric height was determined by differential leveling
 BJ1778.and adjusted by the National Geodetic Survey in February 1994..
 BJ1778
 BJ1778.The geoid height was determined by GEOID03.
 BJ1778
 BJ1778.The dynamic height is computed by dividing the NAVD 88
 BJ1778.geopotential number by the normal gravity value computed on the
 BJ1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1778.degrees latitude (g = 980.6199 gals.).
 BJ1778
 BJ1778.The modeled gravity was interpolated from observed gravity values.
 BJ1778.The observed gravity was obtained from relative gravimeter ties
 BJ1778.to the IGSN71 gravity network.
 BJ1778
 BJ1778;                    North         East    Units  Estimated Accuracy
 BJ1778;SPC LA S     -   265,640.    1,078,560.      MT  (+/- 180 meters Scaled)
 BJ1778
 BJ1778                          SUPERSEDED SURVEY CONTROL
 BJ1778
 BJ1778  NAVD 88 (06/15/91)   54.919  (m)          180.18   (f) UNKNOWN     1 1
 BJ1778  NGVD 29 (??/??/??)   54.903  (m)          180.13   (f) ADJUSTED    1 1
 BJ1778
 BJ1778.Superseded values are not recommended for survey control.
 BJ1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1778.See file dsdata.txt to determine how the superseded data were derived.
 BJ1778
 BJ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ378204(NAD 83)
 BJ1778_MARKER: DB = BENCH MARK DISK
 BJ1778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ1778_SP_SET: COPPER-CLAD STEEL ROD
 BJ1778_STAMPING: X 179 1959
 BJ1778_MARK LOGO: CGS   
 BJ1778_PROJECTION: PROJECTING 12 CENTIMETERS
 BJ1778_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1778+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 BJ1778_ROD/PIPE-DEPTH: 17.1 meters
 BJ1778
 BJ1778  HISTORY     - Date     Condition        Report By
 BJ1778  HISTORY     - 1959     MONUMENTED       CGS
 BJ1778  HISTORY     - 1969     GOOD             CGS
 BJ1778  HISTORY     - 19920630 GOOD             NGS
 BJ1778
 BJ1778                          STATION DESCRIPTION
 BJ1778
 BJ1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1778'1.35 MI N FROM TANGIPAHOA.
 BJ1778'ABOUT 1.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1778'CROSSING OF STATE HIGHWAY 440 AT TANGIPAHOA, NEAR MILEPOST 832, 69.1
 BJ1778'FEET SOUTHWEST OF MILEPOST 832, 69 FEET EAST OF THE CENTER LINE OF U.
 BJ1778'S. HIGHWAY 51, 58 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 15 1/2
 BJ1778'FEET NORTH OF A 24-INCH LONE PINE TREE, 1.4 FEET SOUTH OF A METAL
 BJ1778'WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE
 BJ1778'TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL OF
 BJ1778'THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 5 INCHES
 BJ1778'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56
 BJ1778'FEET.
 BJ1778
 BJ1778                          STATION RECOVERY (1992)
 BJ1778
 BJ1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1778'4.9 KM (3.05 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1778'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, 20.7 M (67.9 FT) EAST
 BJ1778'OF THE CENTERLINE OF U.S. HIGHWAY 51, 17.7 M (58.1 FT) WEST OF THE
 BJ1778'NEAR RAIL, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.5 M
 BJ1778'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED
 BJ1778'IN A 6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1059 ***********************************************************************
 BK1059  DESIGNATION -  X 180
 BK1059  PID         -  BK1059
 BK1059  STATE/COUNTY-  LA/ALLEN
 BK1059  USGS QUAD   -  OAKDALE (1993)
 BK1059
 BK1059                         *CURRENT SURVEY CONTROL
 BK1059  ___________________________________________________________________
 BK1059* NAD 83(1986)-  30 49 24.     (N)    092 39 37.     (W)     SCALED    
 BK1059* NAVD 88     -        34.881  (meters)     114.44   (feet)  ADJUSTED  
 BK1059  ___________________________________________________________________
 BK1059  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK1059  DYNAMIC HT  -          34.836 (meters)     114.29  (feet)  COMP
 BK1059  MODELED GRAV-     979,365.8   (mgal)                       NAVD 88
 BK1059
 BK1059  VERT ORDER  -  FIRST     CLASS I
 BK1059
 BK1059.The horizontal coordinates were scaled from a topographic map and have
 BK1059.an estimated accuracy of +/- 6 seconds.
 BK1059
 BK1059.The orthometric height was determined by differential leveling
 BK1059.and adjusted by the National Geodetic Survey in February 1994..
 BK1059
 BK1059.The geoid height was determined by GEOID03.
 BK1059
 BK1059.The dynamic height is computed by dividing the NAVD 88
 BK1059.geopotential number by the normal gravity value computed on the
 BK1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1059.degrees latitude (g = 980.6199 gals.).
 BK1059
 BK1059.The modeled gravity was interpolated from observed gravity values.
 BK1059
 BK1059;                    North         East    Units  Estimated Accuracy
 BK1059;SPC LA S     -   258,270.      873,040.      MT  (+/- 180 meters Scaled)
 BK1059
 BK1059                          SUPERSEDED SURVEY CONTROL
 BK1059
 BK1059  NAVD 88 (06/15/91)   34.872  (m)          114.41   (f) UNKNOWN     1 1
 BK1059  NGVD 29 (??/??/??)   34.856  (m)          114.36   (f) ADJUSTED    1 1
 BK1059
 BK1059.Superseded values are not recommended for survey control.
 BK1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1059.See file dsdata.txt to determine how the superseded data were derived.
 BK1059
 BK1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ324100(NAD 83)
 BK1059_MARKER: DB = BENCH MARK DISK
 BK1059_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1059_SP_SET: 104 FEET
 BK1059_STAMPING: X 180 1961
 BK1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1059
 BK1059  HISTORY     - Date     Condition        Report By
 BK1059  HISTORY     - 1961     MONUMENTED       CGS
 BK1059  HISTORY     - 1977     GOOD             LADTD
 BK1059  HISTORY     - 1982     GOOD             LADTD
 BK1059
 BK1059                          STATION DESCRIPTION
 BK1059
 BK1059'DESCRIBED BY LA TRANSP AND DEV 1977
 BK1059'0.5 MI NE FROM OAKDALE.
 BK1059'ABOUT 0.5 MILE NE ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 BK1059'AT OAKDALE, 455 FT SW OF A CROSSING OF THE RAILROAD AND TALAMBAS ST.,
 BK1059'36.5 FT NW OF THE NW RAIL OF THE MAIN TRACK, 86.0 FT NE OF THE NE
 BK1059'CORNER OF A BUILDING WHICH IS NOW OCCUPIED BY LEJEUNE ELECTRONICS, 37
 BK1059'FT SE OF THE CENTERLINE OF THE HIGHWAY (US 165), 23 FT NW OF THE NW
 BK1059'RAIL OF A SIDETRACK, 13 FT SE OF A TELEPHONE POLE, 1.1 FT NE OF A
 BK1059'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A
 BK1059'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 104 FT AND IS
 BK1059'ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 BK1059'THE GROUND.  IN SECTION 3 T3S R3W.
 BK1059
 BK1059                          STATION RECOVERY (1982)
 BK1059
 BK1059'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2151 ***********************************************************************
 BK2151  DESIGNATION -  X 180 RESET 1982
 BK2151  PID         -  BK2151
 BK2151  STATE/COUNTY-  LA/ALLEN
 BK2151  USGS QUAD   -  OAKDALE (1993)
 BK2151
 BK2151                         *CURRENT SURVEY CONTROL
 BK2151  ___________________________________________________________________
 BK2151* NAD 83(1986)-  30 49 24.     (N)    092 39 37.     (W)     SCALED    
 BK2151* NAVD 88     -        34.58   (+/-2cm)     113.5    (feet)  VERTCON   
 BK2151  ___________________________________________________________________
 BK2151  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK2151
 BK2151  VERT ORDER  -  THIRD (See Below)
 BK2151
 BK2151.The horizontal coordinates were scaled from a topographic map and have
 BK2151.an estimated accuracy of +/- 6 seconds.
 BK2151
 BK2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2151.The vertical order pertains to the NGVD 29 superseded value.
 BK2151
 BK2151.The geoid height was determined by GEOID03.
 BK2151
 BK2151;                    North         East    Units  Estimated Accuracy
 BK2151;SPC LA S     -   258,270.      873,040.      MT  (+/- 180 meters Scaled)
 BK2151
 BK2151                          SUPERSEDED SURVEY CONTROL
 BK2151
 BK2151  NGVD 29 (??/??/??)   34.56   (m)          113.4    (f) RESET       3  
 BK2151
 BK2151.Superseded values are not recommended for survey control.
 BK2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2151.See file dsdata.txt to determine how the superseded data were derived.
 BK2151
 BK2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ324100(NAD 83)
 BK2151_MARKER: DB = BENCH MARK DISK
 BK2151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2151_SP_SET: 12.1 FEET
 BK2151_STAMPING: X 180 RESET 1982
 BK2151_PROJECTION: FLUSH
 BK2151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2151+STABILITY: POSITION/ELEVATION WELL
 BK2151_ROD/PIPE-DEPTH: 3.66 meters
 BK2151
 BK2151  HISTORY     - Date     Condition        Report By
 BK2151  HISTORY     - 1982     MONUMENTED       LADTD
 BK2151
 BK2151                          STATION DESCRIPTION
 BK2151
 BK2151'DESCRIBED BY LA TRANSP AND DEV 1982
 BK2151'0.8 KM (0.5 MI) NE FROM OAKDALE.
 BK2151'0.8 KM (0.5 MI) NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK2151'THE STATION IN OAKDALE, 37.8 METERS (124.0 FT) EAST OF THE CENTER
 BK2151'U.S. HIGHWAY 165, 24.4 METERS (80.0 FT) SOUTHWEST OF THE SOUTHWEST
 BK2151'CORNER OF A BRICK HOUSE, 14.0 METERS (46.0 FT) EAST OF THE EAST
 BK2151'RAIL OF MAIN TRACKS, AND 0.49 METER (1.6 FT) WEST OF A CHAIN LINK
 BK2151'FENCE WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1169 ***********************************************************************
 BX1169  DESIGNATION -  X 181
 BX1169  PID         -  BX1169
 BX1169  STATE/COUNTY-  LA/RAPIDES
 BX1169  USGS QUAD   -  ELMER (1971)
 BX1169
 BX1169                         *CURRENT SURVEY CONTROL
 BX1169  ___________________________________________________________________
 BX1169* NAD 83(1986)-  31 08 33.     (N)    092 43 06.     (W)     SCALED    
 BX1169* NAVD 88     -        65.17   (+/-2cm)     213.8    (feet)  VERTCON   
 BX1169  ___________________________________________________________________
 BX1169  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BX1169
 BX1169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1169
 BX1169.The horizontal coordinates were scaled from a topographic map and have
 BX1169.an estimated accuracy of +/- 6 seconds.
 BX1169
 BX1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1169.The vertical order pertains to the NGVD 29 superseded value.
 BX1169
 BX1169.The geoid height was determined by GEOID03.
 BX1169
 BX1169;                    North         East    Units  Estimated Accuracy
 BX1169;SPC LA N     -    71,260.      979,180.      MT  (+/- 180 meters Scaled)
 BX1169
 BX1169                          SUPERSEDED SURVEY CONTROL
 BX1169
 BX1169  NGVD 29 (??/??/??)   65.170  (m)          213.81   (f) ADJUSTED    2 0
 BX1169
 BX1169.Superseded values are not recommended for survey control.
 BX1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1169.See file dsdata.txt to determine how the superseded data were derived.
 BX1169
 BX1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ268454(NAD 83)
 BX1169_MARKER: DB = BENCH MARK DISK
 BX1169_SETTING: 0 = UNSPECIFIED SETTING
 BX1169_STAMPING: X 181 1961
 BX1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1169
 BX1169  HISTORY     - Date     Condition        Report By
 BX1169  HISTORY     - 1961     MONUMENTED       CGS
 BX1169  HISTORY     - 1968     GOOD             LADTD
 BX1169  HISTORY     - 19990424 GOOD             USPSQD
 BX1169
 BX1169                          STATION DESCRIPTION
 BX1169
 BX1169'DESCRIBED BY LA TRANSP AND DEV 1968
 BX1169'2.45 MI W FROM ELMER.
 BX1169'ABOUT 2.45 MILES WEST ALONG LOUISIANA HIGHWAY 112 FROM THE POST OFFICE
 BX1169'AT ELMER.  2.45 MILES EAST ALONG LOUISIANA HIGHWAY 112 FROM THE
 BX1169'JUNCTION OF LOUISIANA HIGHWAY 28 AT HINESTON.  0.75 MILES EAST OF OAK
 BX1169'HILL HIGH SCHOOL.  .3 MILES EAST OF JUNCTION OF LOUISIANA HIGHWAY 112
 BX1169'AND BLACK TOP ROAD LEADING SOUTH.  0.25 MILES WEST OF A FRAME HOUSE ON
 BX1169'SOUTH SIDE OF LOUISIANA HIGHWAY 112.  55 FEET SOUTH OF CENTER LINE OF
 BX1169'LOUISIANA HIGHWAY 112.  59 FEET EAST OF EXTENDED TRACK ROAD LEADING
 BX1169'NORTH.  AND ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY. A STEEL
 BX1169'WITNESS POST IS SET 2 FEET SOUTH OF THE MARK.  SEC 18, T 2N, R 3W.
 BX1169
 BX1169                          STATION RECOVERY (1999)
 BX1169
 BX1169'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0026 ***********************************************************************
 BK0026  DESIGNATION -  X 182
 BK0026  PID         -  BK0026
 BK0026  STATE/COUNTY-  LA/EVANGELINE
 BK0026  USGS QUAD   -  VILLE PLATTE (1983)
 BK0026
 BK0026                         *CURRENT SURVEY CONTROL
 BK0026  ___________________________________________________________________
 BK0026* NAD 83(1986)-  30 42 54.     (N)    092 15 20.     (W)     SCALED    
 BK0026* NAVD 88     -        22.76   (+/-2cm)      74.7    (feet)  VERTCON   
 BK0026  ___________________________________________________________________
 BK0026  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK0026
 BK0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0026
 BK0026.The horizontal coordinates were scaled from a topographic map and have
 BK0026.an estimated accuracy of +/- 6 seconds.
 BK0026
 BK0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0026.The vertical order pertains to the NGVD 29 superseded value.
 BK0026
 BK0026.The geoid height was determined by GEOID03.
 BK0026
 BK0026;                    North         East    Units  Estimated Accuracy
 BK0026;SPC LA S     -   245,880.      911,660.      MT  (+/- 180 meters Scaled)
 BK0026
 BK0026                          SUPERSEDED SURVEY CONTROL
 BK0026
 BK0026  NGVD 29 (??/??/??)   22.730  (m)           74.57   (f) ADJUSTED    2 0
 BK0026
 BK0026.Superseded values are not recommended for survey control.
 BK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0026.See file dsdata.txt to determine how the superseded data were derived.
 BK0026
 BK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP712982(NAD 83)
 BK0026_MARKER: DB = BENCH MARK DISK
 BK0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0026_SP_SET: CULVERT
 BK0026_STAMPING: X 182 1961
 BK0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0026
 BK0026  HISTORY     - Date     Condition        Report By
 BK0026  HISTORY     - 1961     MONUMENTED       CGS
 BK0026  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0026
 BK0026                          STATION DESCRIPTION
 BK0026
 BK0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0026'2.6 MI N FROM VILLE PLATTE.
 BK0026'ABOUT 0.5 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0026'STATION AT VILLE PLATTE, THENCE 0.5 MILE EAST ALONG EAST LINCOLN
 BK0026'STREET, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY 29, 22 FEET EAST OF
 BK0026'THE CENTER LINE OF THE HIGHWAY, SET IN THE NORTH END OF A CONCRETE
 BK0026'CULVERT, 28 FEET WEST OF A FENCE, AND ABOUT 1.5 FEET BELOW THE LEVEL
 BK0026'OF THE HIGHWAY.
 BK0026
 BK0026                          STATION RECOVERY (1980)
 BK0026
 BK0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1745 ***********************************************************************
 BJ1745  DESIGNATION -  X 19
 BJ1745  PID         -  BJ1745
 BJ1745  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1745  USGS QUAD   -  AMITE (1974)
 BJ1745
 BJ1745                         *CURRENT SURVEY CONTROL
 BJ1745  ___________________________________________________________________
 BJ1745* NAD 83(1986)-  30 39 18.     (N)    090 30 23.     (W)     SCALED    
 BJ1745* NAVD 88     -        28.242  (meters)      92.66   (feet)  READJUSTED
 BJ1745  ___________________________________________________________________
 BJ1745  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ1745  DYNAMIC HT  -          28.210 (meters)      92.55  (feet)  COMP
 BJ1745  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BJ1745
 BJ1745  VERT ORDER  -  ?
 BJ1745
 BJ1745.The horizontal coordinates were scaled from a topographic map and have
 BJ1745.an estimated accuracy of +/- 6 seconds.
 BJ1745
 BJ1745.The orthometric height was determined by differential leveling
 BJ1745.and adjusted by the National Geodetic Survey in June 1991..
 BJ1745.The height was derived from older observations constrained to new
 BJ1745.heights in a crustal motion area.  The height is approximate in
 BJ1745.relation to other heights in its vicinity.
 BJ1745
 BJ1745.The geoid height was determined by GEOID03.
 BJ1745
 BJ1745.The dynamic height is computed by dividing the NAVD 88
 BJ1745.geopotential number by the normal gravity value computed on the
 BJ1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1745.degrees latitude (g = 980.6199 gals.).
 BJ1745
 BJ1745.The modeled gravity was interpolated from observed gravity values.
 BJ1745
 BJ1745;                    North         East    Units  Estimated Accuracy
 BJ1745;SPC LA S     -   239,160.    1,079,260.      MT  (+/- 180 meters Scaled)
 BJ1745
 BJ1745                          SUPERSEDED SURVEY CONTROL
 BJ1745
 BJ1745  NGVD 29 (??/??/??)   28.224  (m)           92.60   (f) ADJUSTED    1 1
 BJ1745
 BJ1745.Superseded values are not recommended for survey control.
 BJ1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1745.See file dsdata.txt to determine how the superseded data were derived.
 BJ1745
 BJ1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP389940(NAD 83)
 BJ1745_MARKER: DB = BENCH MARK DISK
 BJ1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ1745_SP_SET: CULVERT
 BJ1745_STAMPING: X 19 1934 92.894
 BJ1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ1745
 BJ1745  HISTORY     - Date     Condition        Report By
 BJ1745  HISTORY     - 1934     MONUMENTED       CGS
 BJ1745  HISTORY     - 1969     GOOD             CGS
 BJ1745  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1745
 BJ1745                          STATION DESCRIPTION
 BJ1745
 BJ1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1745'1.45 MI N FROM INDEPENDENCE.
 BJ1745'ABOUT 1.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1745'STATION AT INDEPENDENCE, 0.5 MILE NORTH OF MILEPOST 849, SET ON THE
 BJ1745'TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL FOR A 4-FOOT BOX
 BJ1745'CULVERT UNDER U. S. HIGHWAY 51, 39 FEET WEST OF THE WEST RAIL, 20 FEET
 BJ1745'EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY
 BJ1745'AND 3 FEET BELOW THE LEVEL OF THE TRACK.  SEC 33, T 4S, R 7E.
 BJ1745
 BJ1745                          STATION RECOVERY (1992)
 BJ1745
 BJ1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1745'THE CULVERT HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2785 ***********************************************************************
 BJ2785  DESIGNATION -  X 201
 BJ2785  PID         -  BJ2785
 BJ2785  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2785  USGS QUAD   -  LOTTIE (1994)
 BJ2785
 BJ2785                         *CURRENT SURVEY CONTROL
 BJ2785  ___________________________________________________________________
 BJ2785* NAD 83(1986)-  30 30 30.     (N)    091 43 37.     (W)     SCALED    
 BJ2785* NAVD 88     -         8.98   (+/-2cm)      29.5    (feet)  VERTCON   
 BJ2785  ___________________________________________________________________
 BJ2785  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2785
 BJ2785  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2785
 BJ2785.The horizontal coordinates were scaled from a topographic map and have
 BJ2785.an estimated accuracy of +/- 6 seconds.
 BJ2785
 BJ2785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2785.The vertical order pertains to the NGVD 29 superseded value.
 BJ2785
 BJ2785.The geoid height was determined by GEOID03.
 BJ2785
 BJ2785;                    North         East    Units  Estimated Accuracy
 BJ2785;SPC LA S     -   222,680.      962,220.      MT  (+/- 180 meters Scaled)
 BJ2785
 BJ2785                          SUPERSEDED SURVEY CONTROL
 BJ2785
 BJ2785  NGVD 29 (??/??/??)    8.996  (m)           29.51   (f) ADJUSTED    1 2
 BJ2785
 BJ2785.Superseded values are not recommended for survey control.
 BJ2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2785.See file dsdata.txt to determine how the superseded data were derived.
 BJ2785
 BJ2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP221758(NAD 83)
 BJ2785_MARKER: DB = BENCH MARK DISK
 BJ2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2785_STAMPING: X 201 1964
 BJ2785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2785+STABILITY: SURFACE MOTION
 BJ2785
 BJ2785  HISTORY     - Date     Condition        Report By
 BJ2785  HISTORY     - 1964     MONUMENTED       CGS
 BJ2785  HISTORY     - 1965     GOOD             CGS
 BJ2785
 BJ2785                          STATION DESCRIPTION
 BJ2785
 BJ2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2785'4.6 MI SE FROM KROTZ SPRINGS.
 BJ2785'ABOUT 1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2785'STATION AT KROTZ SPRINGS, THENCE 3.5 MILES SOUTHEAST ALONG STATE ROAD
 BJ2785'975, 70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF THE
 BJ2785'CENTER LINE OF A TRAIL ROAD LEADING TO A WOODS, 3.0 FEET SOUTH OF A
 BJ2785'CREOSOTED WITNESS POST, ABOUT LEVEL WITH THE STATE ROAD, AND SET IN
 BJ2785'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2244 ***********************************************************************
 BJ2244  DESIGNATION -  X 203
 BJ2244  PID         -  BJ2244
 BJ2244  STATE/COUNTY-  LA/ST LANDRY
 BJ2244  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2244
 BJ2244                         *CURRENT SURVEY CONTROL
 BJ2244  ___________________________________________________________________
 BJ2244* NAD 83(1986)-  30 27 31.     (N)    091 56 03.     (W)     SCALED    
 BJ2244* NAVD 88     -         8.60   (+/-2cm)      28.2    (feet)  VERTCON   
 BJ2244  ___________________________________________________________________
 BJ2244  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2244
 BJ2244  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2244
 BJ2244.The horizontal coordinates were scaled from a topographic map and have
 BJ2244.an estimated accuracy of +/- 6 seconds.
 BJ2244
 BJ2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2244.The vertical order pertains to the NGVD 29 superseded value.
 BJ2244
 BJ2244.The geoid height was determined by GEOID03.
 BJ2244
 BJ2244;                    North         East    Units  Estimated Accuracy
 BJ2244;SPC LA S     -   217,250.      942,300.      MT  (+/- 180 meters Scaled)
 BJ2244
 BJ2244                          SUPERSEDED SURVEY CONTROL
 BJ2244
 BJ2244  NGVD 29 (??/??/??)    8.586  (m)           28.17   (f) ADJUSTED    1 2
 BJ2244
 BJ2244.Superseded values are not recommended for survey control.
 BJ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2244.See file dsdata.txt to determine how the superseded data were derived.
 BJ2244
 BJ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP023700(NAD 83)
 BJ2244_MARKER: DB = BENCH MARK DISK
 BJ2244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2244_SP_SET: 72 FEET
 BJ2244_STAMPING: X-203 - 1964
 BJ2244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2244
 BJ2244  HISTORY     - Date     Condition        Report By
 BJ2244  HISTORY     - 1964     MONUMENTED       CGS
 BJ2244  HISTORY     - 1973     GOOD             NGS
 BJ2244
 BJ2244                          STATION DESCRIPTION
 BJ2244
 BJ2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ2244'3.10 MI NW FROM LEONVILLE.
 BJ2244'ABOUT 4.75 MILES NORTH ALONG LOUISIANA HIGHWAY 31 FROM THE BRIDGE OVER
 BJ2244'BAYOU FUSILIER AT ARNAUDVILLE, ABOUT 3 MILES SOUTHEAST ALONG LOUISIANA
 BJ2244'HIGHWAY 31 FROM THE BRIDGE OVER BAYOU TECHE AT LEONVILLE, 25 FEET EAST
 BJ2244'OF THE CENTERLINE OF LOUISIANA HIGHWAY 31, 37 FEET SOUTH OF A 48 INCH
 BJ2244'OAK TREE, 147 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 BJ2244'RESIDENCE.  SET IN THE MIDDLE OF A CONCRETE DRIVEWAY, 18 FEET
 BJ2244'SOUTHEAST OF A STEEL WITNESS POST.  DISK ON TOP OF A COPPER COATED
 BJ2244'STEEL ROD DRIVEN 72 FEET.  1/4 SEC 52, T 7S, R 5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0745 ***********************************************************************
 BJ0745  DESIGNATION -  X 204 RESET
 BJ0745  PID         -  BJ0745
 BJ0745  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0745  USGS QUAD   -  FORDOCHE (1969)
 BJ0745
 BJ0745                         *CURRENT SURVEY CONTROL
 BJ0745  ___________________________________________________________________
 BJ0745* NAD 83(1986)-  30 33 12.     (N)    091 30 11.     (W)     SCALED    
 BJ0745* NAVD 88     -         5.851  (meters)      19.20   (feet)  ADJUSTED  
 BJ0745  ___________________________________________________________________
 BJ0745  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ0745  DYNAMIC HT  -           5.843 (meters)      19.17  (feet)  COMP
 BJ0745  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BJ0745
 BJ0745  VERT ORDER  -  FIRST     CLASS I
 BJ0745
 BJ0745.The horizontal coordinates were scaled from a topographic map and have
 BJ0745.an estimated accuracy of +/- 6 seconds.
 BJ0745
 BJ0745.The orthometric height was determined by differential leveling
 BJ0745.and adjusted by the National Geodetic Survey in February 1994..
 BJ0745
 BJ0745.The geoid height was determined by GEOID03.
 BJ0745
 BJ0745.The dynamic height is computed by dividing the NAVD 88
 BJ0745.geopotential number by the normal gravity value computed on the
 BJ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0745.degrees latitude (g = 980.6199 gals.).
 BJ0745
 BJ0745.The modeled gravity was interpolated from observed gravity values.
 BJ0745
 BJ0745;                    North         East    Units  Estimated Accuracy
 BJ0745;SPC LA S     -   227,620.      983,720.      MT  (+/- 180 meters Scaled)
 BJ0745
 BJ0745                          SUPERSEDED SURVEY CONTROL
 BJ0745
 BJ0745  NAVD 88 (06/15/91)    5.888  (m)           19.32   (f) UNKNOWN     1 1
 BJ0745  NGVD 29 (??/??/??)    5.850  (m)           19.19   (f) ADJUSTED    1 1
 BJ0745
 BJ0745.Superseded values are not recommended for survey control.
 BJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0745.See file dsdata.txt to determine how the superseded data were derived.
 BJ0745
 BJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP435810(NAD 83)
 BJ0745_MARKER: DB = BENCH MARK DISK
 BJ0745_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0745_SP_SET: HEADWALL
 BJ0745_STAMPING: X 204 1964 RESET 1969
 BJ0745_MARK LOGO: CGS   
 BJ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0745+STABILITY: SURFACE MOTION
 BJ0745
 BJ0745  HISTORY     - Date     Condition        Report By
 BJ0745  HISTORY     - 1969     MONUMENTED       CGS
 BJ0745  HISTORY     - 1976     GOOD             NGS
 BJ0745  HISTORY     - 1986     GOOD             NGS
 BJ0745
 BJ0745                          STATION DESCRIPTION
 BJ0745
 BJ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0745'3.35 MI E FROM LIVONIA.
 BJ0745'LOCATED 3.35 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0745'EAST END OF THE TRESTLE OVER BAYOU TETE AT LIVONIA.  IT IS 50 FEET
 BJ0745'SOUTHEAST OF A 2-FOOT OAK TREE, 200 FEET NORTH OF THE NORTH RAIL OF
 BJ0745'THE TRACKS, 33 FEET NORTH OF THE CENTER OF THE NORTH BOUND LANE OF
 BJ0745'TRAFFIC ON U.S. HIGHWAY 190, 60.5 FEET SOUTHWEST OF POLE NO. 43, 1
 BJ0745'FOOT EAST OF THE WEST END OF THE NORTH HEADWALL OF A 3-BARREL CONCRETE
 BJ0745'CULVERT 15 FEET LONG.  IT IS BENCH MARK DISK SET IN A DRILL HOLE IN
 BJ0745'THE TOP OF THE WEST END OF THE CULVERT.
 BJ0745
 BJ0745                          STATION RECOVERY (1976)
 BJ0745
 BJ0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0745'3.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0745'HIGHWAY 77, 33 FT. NORTH OF THE CENTER LINE OF THE NORTH LANES OF
 BJ0745'THE HIGHWAY, 60.5 FT. SOUTHWEST OF POWER LINE POLE NUMBER 43, IN THE
 BJ0745'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A LARGE
 BJ0745'CULVERT, 1.0 FT. EAST OF THE WEST END OF THE HEAD WALL.
 BJ0745
 BJ0745                          STATION RECOVERY (1986)
 BJ0745
 BJ0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0333 ***********************************************************************
 BJ0333  DESIGNATION -  X 205
 BJ0333  PID         -  BJ0333
 BJ0333  STATE/COUNTY-  LA/ST LANDRY
 BJ0333  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0333
 BJ0333                         *CURRENT SURVEY CONTROL
 BJ0333  ___________________________________________________________________
 BJ0333* NAD 83(1986)-  30 32 46.     (N)    091 51 45.     (W)     SCALED    
 BJ0333* NAVD 88     -        12.938  (meters)      42.45   (feet)  ADJUSTED  
 BJ0333  ___________________________________________________________________
 BJ0333  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0333  DYNAMIC HT  -          12.922 (meters)      42.39  (feet)  COMP
 BJ0333  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BJ0333
 BJ0333  VERT ORDER  -  FIRST     CLASS I
 BJ0333
 BJ0333.The horizontal coordinates were scaled from a topographic map and have
 BJ0333.an estimated accuracy of +/- 6 seconds.
 BJ0333
 BJ0333.The orthometric height was determined by differential leveling
 BJ0333.and adjusted by the National Geodetic Survey in February 1994..
 BJ0333
 BJ0333.The geoid height was determined by GEOID03.
 BJ0333
 BJ0333.The dynamic height is computed by dividing the NAVD 88
 BJ0333.geopotential number by the normal gravity value computed on the
 BJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0333.degrees latitude (g = 980.6199 gals.).
 BJ0333
 BJ0333.The modeled gravity was interpolated from observed gravity values.
 BJ0333
 BJ0333;                    North         East    Units  Estimated Accuracy
 BJ0333;SPC LA S     -   226,920.      949,230.      MT  (+/- 180 meters Scaled)
 BJ0333
 BJ0333                          SUPERSEDED SURVEY CONTROL
 BJ0333
 BJ0333  NAVD 88 (06/15/91)   12.954  (m)           42.50   (f) UNKNOWN     1 1
 BJ0333  NGVD 29 (??/??/??)   12.927  (m)           42.41   (f) ADJUSTED    1 1
 BJ0333
 BJ0333.Superseded values are not recommended for survey control.
 BJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0333.See file dsdata.txt to determine how the superseded data were derived.
 BJ0333
 BJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP091798(NAD 83)
 BJ0333_MARKER: DB = BENCH MARK DISK
 BJ0333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0333_SP_SET: BRIDGE ABUTMENT
 BJ0333_STAMPING: X 205 1964
 BJ0333_MARK LOGO: CGS   
 BJ0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0333
 BJ0333  HISTORY     - Date     Condition        Report By
 BJ0333  HISTORY     - 1964     MONUMENTED       CGS
 BJ0333  HISTORY     - 1966     GOOD             CGS
 BJ0333  HISTORY     - 1976     GOOD             NGS
 BJ0333  HISTORY     - 1986     GOOD             NGS
 BJ0333
 BJ0333                          STATION DESCRIPTION
 BJ0333
 BJ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0333'6.25 MI W FROM KROTZ SPRINGS.
 BJ0333'ABOUT 6.25 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0333'STATION AT KROTZ SPRINGS, 2 1/2 RAILS EAST OF A ROAD CROSSING, SET IN
 BJ0333'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A LONG
 BJ0333'CONCRETE BRIDGE, 5.8 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1/2 FOOT
 BJ0333'BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS MARK CAN ALSO BE REACHED BY
 BJ0333'GOING 6.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0333'STATION AT PORT BARRE.
 BJ0333
 BJ0333                          STATION RECOVERY (1966)
 BJ0333
 BJ0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ0333'RECOVERED IN GOOD CONDITION.
 BJ0333
 BJ0333                          STATION RECOVERY (1976)
 BJ0333
 BJ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0333'6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BJ0333'OFFICE AT KROTZ SPRINGS, 116 FT EAST OF THE CENTER LINE OF A GRAVEL
 BJ0333'ROAD CROSSING, SET IN TOP OF THE SOUTH END OF THE WEST CONCRETE
 BJ0333'ABUTMENT OF A CONCRETE RAILROAD BRIDGE, 7 FT SOUTH OF SOUTH RAIL
 BJ0333'NOTE-MARK MAY ALSO BE REACHED BY GOING 6.3 MILES EAST ALONG U.S. HIGH-
 BJ0333'WAY 190 FROM THE T JUNCTION OF STATE HIGHWAY 103 LEADING SOUTH AT PORT
 BJ0333'BARRE, THENCE 0.1 MILE SOUTH ALONG THE TOP OF THE WEST ATCHAFALAYA
 BJ0333'FLOODWAY LEVEE.
 BJ0333
 BJ0333                          STATION RECOVERY (1986)
 BJ0333
 BJ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0078 ***********************************************************************
 BJ0078  DESIGNATION -  X 206
 BJ0078  PID         -  BJ0078
 BJ0078  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0078  USGS QUAD   -  PORT HUDSON (1994)
 BJ0078
 BJ0078                         *CURRENT SURVEY CONTROL
 BJ0078  ___________________________________________________________________
 BJ0078* NAD 83(1986)-  30 39 37.     (N)    091 20 51.     (W)     SCALED    
 BJ0078* NAVD 88     -        10.837  (meters)      35.55   (feet)  ADJUSTED  
 BJ0078  ___________________________________________________________________
 BJ0078  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0078  DYNAMIC HT  -          10.823 (meters)      35.51  (feet)  COMP
 BJ0078  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 BJ0078
 BJ0078  VERT ORDER  -  FIRST     CLASS I
 BJ0078
 BJ0078.The horizontal coordinates were scaled from a topographic map and have
 BJ0078.an estimated accuracy of +/- 6 seconds.
 BJ0078
 BJ0078.The orthometric height was determined by differential leveling
 BJ0078.and adjusted by the National Geodetic Survey in February 1994..
 BJ0078
 BJ0078.The geoid height was determined by GEOID03.
 BJ0078
 BJ0078.The dynamic height is computed by dividing the NAVD 88
 BJ0078.geopotential number by the normal gravity value computed on the
 BJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0078.degrees latitude (g = 980.6199 gals.).
 BJ0078
 BJ0078.The modeled gravity was interpolated from observed gravity values.
 BJ0078
 BJ0078;                    North         East    Units  Estimated Accuracy
 BJ0078;SPC LA S     -   239,460.      998,640.      MT  (+/- 180 meters Scaled)
 BJ0078
 BJ0078                          SUPERSEDED SURVEY CONTROL
 BJ0078
 BJ0078  NAVD 88 (06/15/91)   10.869  (m)           35.66   (f) UNKNOWN     1 1
 BJ0078  NGVD 29 (??/??/??)   10.828  (m)           35.52   (f) ADJUSTED    1 1
 BJ0078
 BJ0078.Superseded values are not recommended for survey control.
 BJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0078.See file dsdata.txt to determine how the superseded data were derived.
 BJ0078
 BJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP583931(NAD 83)
 BJ0078_MARKER: DB = BENCH MARK DISK
 BJ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0078_STAMPING: X 206 1964
 BJ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0078+STABILITY: SURFACE MOTION
 BJ0078
 BJ0078  HISTORY     - Date     Condition        Report By
 BJ0078  HISTORY     - 1964     MONUMENTED       CGS
 BJ0078  HISTORY     - 1976     GOOD             NGS
 BJ0078
 BJ0078                          STATION DESCRIPTION
 BJ0078
 BJ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0078'10.95 MI NW FROM DEVALL.
 BJ0078'ABOUT 10.95 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0078'ELEMENTARY SCHOOL AT DEVALL, ABOUT 1.0 MILE NORTHWEST OF THE JUNCTION
 BJ0078'OF STATE ROAD 416, ABOUT 0.15 MILE NORTHWEST OF A CURVE IN THE ROAD,
 BJ0078'40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 102 FEET NORTH AND
 BJ0078'ACROSS THE ROAD FROM A POWER POLE, 124 FEET SOUTHWEST OF THE CENTER
 BJ0078'LINE OF A DIRT LEVEE, 2 FEET NORTHEAST OF A FENCE, 3.0 FEET NORTHEAST
 BJ0078'OF A WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 BJ0078'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BJ0078
 BJ0078                          STATION RECOVERY (1976)
 BJ0078
 BJ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0078'10.95 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0078'ELEMENTARY SCHOOL AT DEVALL, 0.5 MILE NORTHWEST OF THE JUNCTION
 BJ0078'OF STATE HIGHWAY 414, AT THE JUNCTION OF A FIELD ENTRANCE ROAD
 BJ0078'LEADING SOUTHWEST, 41.5 FT NORTHEAST OF THE CENTER LINE OF THE
 BJ0078'HIGHWAY, 102 FT NORTH OF AND ACROSS THE HIGHWAY FROM POWER LINE
 BJ0078'POLE NO. 126, 124 FT SOUTHWEST OF THE CENTER LINE OF SOUTHWEST
 BJ0078'LEVEE ROAD OF THE MISSISSIPPI RIVER, 27 FT SOUTHWEST OF THE EXTENDED
 BJ0078'CENTER LINE OF THE FIELD ROAD, 2 FT NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0811 ***********************************************************************
 BJ0811  DESIGNATION -  X 208
 BJ0811  PID         -  BJ0811
 BJ0811  STATE/COUNTY-  LA/IBERVILLE
 BJ0811  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0811
 BJ0811                         *CURRENT SURVEY CONTROL
 BJ0811  ___________________________________________________________________
 BJ0811* NAD 83(1986)-  30 14 40.     (N)    091 16 59.     (W)     SCALED    
 BJ0811* NAVD 88     -         4.191  (meters)      13.75   (feet)  ADJUSTED  
 BJ0811  ___________________________________________________________________
 BJ0811  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0811  DYNAMIC HT  -           4.185 (meters)      13.73  (feet)  COMP
 BJ0811  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 BJ0811
 BJ0811  VERT ORDER  -  FIRST     CLASS I
 BJ0811
 BJ0811.The horizontal coordinates were scaled from a topographic map and have
 BJ0811.an estimated accuracy of +/- 6 seconds.
 BJ0811
 BJ0811.The orthometric height was determined by differential leveling
 BJ0811.and adjusted by the National Geodetic Survey in February 1994..
 BJ0811
 BJ0811.The geoid height was determined by GEOID03.
 BJ0811
 BJ0811.The dynamic height is computed by dividing the NAVD 88
 BJ0811.geopotential number by the normal gravity value computed on the
 BJ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0811.degrees latitude (g = 980.6199 gals.).
 BJ0811
 BJ0811.The modeled gravity was interpolated from observed gravity values.
 BJ0811
 BJ0811;                    North         East    Units  Estimated Accuracy
 BJ0811;SPC LA S     -   193,360.    1,004,840.      MT  (+/- 180 meters Scaled)
 BJ0811
 BJ0811                          SUPERSEDED SURVEY CONTROL
 BJ0811
 BJ0811  NGVD 29 (??/??/??)    4.208  (m)           13.81   (f) ADJUSTED    1 1
 BJ0811
 BJ0811.Superseded values are not recommended for survey control.
 BJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0811.See file dsdata.txt to determine how the superseded data were derived.
 BJ0811
 BJ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP652471(NAD 83)
 BJ0811_MARKER: DB = BENCH MARK DISK
 BJ0811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0811_SP_SET: 96 FT.
 BJ0811_STAMPING: X 208 1964
 BJ0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0811
 BJ0811  HISTORY     - Date     Condition        Report By
 BJ0811  HISTORY     - 1964     MONUMENTED       CGS
 BJ0811  HISTORY     - 1976     GOOD             NGS
 BJ0811
 BJ0811                          STATION DESCRIPTION
 BJ0811
 BJ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0811'0.7 MI W FROM CRESCENT.
 BJ0811'ABOUT 0.7 MILE WEST ALONG STATE ROAD 3066 FROM THE MT. ZION CHURCH AT
 BJ0811'CRESCENT, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 72 FEET WEST
 BJ0811'OF THE SOUTHWEST CORNER OF A HOUSE BELONGING TO WALTER CARLINE, 10
 BJ0811'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 1/2 FOOT EAST OF A
 BJ0811'FENCE, 0.5 FOOT EAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BJ0811'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 BJ0811'TO A DEPTH OF 96 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 BJ0811'PROJECTS 4 INCHES.
 BJ0811
 BJ0811                          STATION RECOVERY (1976)
 BJ0811
 BJ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0811'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0811'FROM THE POST OFFICE, 0.05 MILE EAST OF THE JUNCTION OF A STREET
 BJ0811'LEADING SOUTH, 33 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 72.3 FT
 BJ0811'WEST OF THE SOUTHWEST CORNER OF A HOUSE BELONGING TO WALTER CARLINE,
 BJ0811'116.5 FT NORTHWEST OF AND ACROSS THE HIGHWAY FROM A POWERLINE POLE
 BJ0811'WITH 2 TRANSFORMERS, 10.2 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BJ0811'METAL GARAGE BUILDING, 48 FT NORTHEAST OF A FENCE CORNER.  THE DISK
 BJ0811'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2611 ***********************************************************************
 BJ2611  DESIGNATION -  X 209
 BJ2611  PID         -  BJ2611
 BJ2611  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2611  USGS QUAD   -  INNIS (1994)
 BJ2611
 BJ2611                         *CURRENT SURVEY CONTROL
 BJ2611  ___________________________________________________________________
 BJ2611* NAD 83(1986)-  30 58 24.     (N)    091 38 39.     (W)     SCALED    
 BJ2611* NAVD 88     -        14.84   (+/-2cm)      48.7    (feet)  VERTCON   
 BJ2611  ___________________________________________________________________
 BJ2611  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ2611
 BJ2611  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2611
 BJ2611.The horizontal coordinates were scaled from a topographic map and have
 BJ2611.an estimated accuracy of +/- 6 seconds.
 BJ2611
 BJ2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2611.The vertical order pertains to the NGVD 29 superseded value.
 BJ2611
 BJ2611.The geoid height was determined by GEOID03.
 BJ2611
 BJ2611;                    North         East    Units  Estimated Accuracy
 BJ2611;SPC LA S     -   274,210.      970,300.      MT  (+/- 180 meters Scaled)
 BJ2611
 BJ2611                          SUPERSEDED SURVEY CONTROL
 BJ2611
 BJ2611  NGVD 29 (??/??/??)   14.825  (m)           48.64   (f) ADJUSTED    1 2
 BJ2611
 BJ2611.Superseded values are not recommended for survey control.
 BJ2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2611.See file dsdata.txt to determine how the superseded data were derived.
 BJ2611
 BJ2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ294274(NAD 83)
 BJ2611_MARKER: DB = BENCH MARK DISK
 BJ2611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2611_SP_SET: 80 FEET
 BJ2611_STAMPING: X 209 1964
 BJ2611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2611
 BJ2611  HISTORY     - Date     Condition        Report By
 BJ2611  HISTORY     - 1964     MONUMENTED       CGS
 BJ2611
 BJ2611                          STATION DESCRIPTION
 BJ2611
 BJ2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2611'7.05 MI W FROM ANGOLA.
 BJ2611'ABOUT 4.3 MILES SOUTHWEST ALONG THE LEVEE ROAD FROM THE HOSPITAL AT
 BJ2611'THE MAIN ENTRANCE TO THE ANGOLA STATE PRISON, THENCE 2.75 MILES
 BJ2611'NORTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, ABOUT 0.15 MILE
 BJ2611'SOUTHWEST OF A ROAD CROSSING THE LEVEE, NEAR THE NORTHEAST SIDE OF
 BJ2611'SOME STOCK PENS AND BARNS WHICH WERE FORMERLY CAMP G AT THE PRISON,
 BJ2611'ABOUT 105 YARDS NORTHEAST OF THE NORTH CORNER OF A WHITE BRICK
 BJ2611'BUILDING, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 BJ2611'SOUTHWEST OF A FENCE, 4.5 FEET SOUTHEAST OF A FORKED CHINABERRY TREE
 BJ2611'BEARING A WITNESS SHIELD, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A
 BJ2611'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BJ2611'DEPTH OF 80 FEET IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS
 BJ2611'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0079 ***********************************************************************
 AV0079  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0079  DESIGNATION -  X 215
 AV0079  PID         -  AV0079
 AV0079  STATE/COUNTY-  LA/VERMILION
 AV0079  USGS QUAD   -  PECAN ISLAND (1979)
 AV0079
 AV0079                         *CURRENT SURVEY CONTROL
 AV0079  ___________________________________________________________________
 AV0079* NAD 83(1992)-  29 39 02.77876(N)    092 28 10.92867(W)     ADJUSTED  
 AV0079* NAVD 88     -         1.16 **(meters)       3.8  **(feet)  LEVELING(2004.65)
 AV0079  **This station is located in a subsidence area (see below).
 AV0079  **This station is included in the VTDP model (see below).
 AV0079  ___________________________________________________________________
 AV0079  EPOCH DATE  -        2004.65
 AV0079  X           -    -239,047.348 (meters)                     COMP
 AV0079  Y           -  -5,542,335.959 (meters)                     COMP
 AV0079  Z           -   3,136,777.358 (meters)                     COMP
 AV0079  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AV0079  ELLIP HEIGHT-         -24.71  (meters)          (06/22/05) GPS OBS
 AV0079  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AV0079  DYNAMIC HT  -           1.16  (meters)       3.8   (feet)  COMP
 AV0079  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 AV0079
 AV0079  HORZ ORDER  -  B
 AV0079  VERT ORDER  -  THIRD
 AV0079  ELLP ORDER  -  FOURTH    CLASS I
 AV0079
 AV0079.The horizontal coordinates were established by GPS observations
 AV0079.and adjusted by the National Geodetic Survey in June 2005..
 AV0079.The horizontal coordinates are valid at the epoch date displayed above.
 AV0079.The epoch date for horizontal control is a decimal equivalence
 AV0079.of Year/Month/Day.
 AV0079
 AV0079 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0079 ** and geoid heights are valid at the date of observation. These heights
 AV0079 ** must always be validated when used as control.
 AV0079 ** The orthometric height was determined with a Vertical Time-dependent
 AV0079 ** Positioning (VTDP) model and has been validated through GPS observations
 AV0079 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AV0079 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0079 ** epoch indicated which incorporates improved geoid heights for the
 AV0079 ** Southern Louisiana Subsidence area
 AV0079 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0079.The orthometric height was determined by differential leveling.
 AV0079.The vertical network tie was performed by a horz. field party for horz.
 AV0079.obs reductions. Reset procedures were used to establish the elevation.
 AV0079
 AV0079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0079
 AV0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0079
 AV0079.The ellipsoidal height was determined by GPS observations
 AV0079.and is referenced to NAD 83.
 AV0079
 AV0079.The geoid height was determined by GEOID03.
 AV0079
 AV0079.The dynamic height is computed by dividing the NAVD 88
 AV0079.geopotential number by the normal gravity value computed on the
 AV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AV0079.degrees latitude (g = 980.6199 gals.).
 AV0079
 AV0079.The modeled gravity was interpolated from observed gravity values.
 AV0079
 AV0079;                    North         East     Units Scale Factor Converg.
 AV0079;SPC LA S     -   128,102.807   889,982.044   MT  0.99994429   -0 34 05.5
 AV0079;SPC LA S     -   420,283.96  2,919,882.76   sFT  0.99994429   -0 34 05.5
 AV0079;UTM  15      - 3,280,206.576   551,324.482   MT  0.99963250   +0 15 44.5
 AV0079
 AV0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0079!SPC LA S     -   1.00000388  x   0.99994429  =   0.99994817
 AV0079!UTM  15      -   1.00000388  x   0.99963250  =   0.99963638
 AV0079
 AV0079                          SUPERSEDED SURVEY CONTROL
 AV0079
 AV0079  NAVD 88 (02/14/94)    1.414  (m)            4.64   (f) ADJUSTED    1 2
 AV0079  NGVD 29 (??/??/??)    1.389  (m)            4.56   (f) ADJUSTED    1 2
 AV0079
 AV0079.Superseded values are not recommended for survey control.
 AV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0079.See file dsdata.txt to determine how the superseded data were derived.
 AV0079
 AV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN5132480207(NAD 83)
 AV0079_MARKER: DB = BENCH MARK DISK
 AV0079_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0079_SP_SET: COPPER-CLAD STEEL ROD
 AV0079_STAMPING: X 215 1965
 AV0079_MARK LOGO: CGS   
 AV0079_PROJECTION: FLUSH
 AV0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0079+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AV0079_ROD/PIPE-DEPTH: 34.1 meters
 AV0079
 AV0079  HISTORY     - Date     Condition        Report By
 AV0079  HISTORY     - 1965     MONUMENTED       CGS
 AV0079  HISTORY     - 1986     GOOD             NGS
 AV0079  HISTORY     - 20040601 GOOD             NGS
 AV0079  HISTORY     - 20051014 GOOD             NGS
 AV0079  HISTORY     - 20060321 GOOD             NGS
 AV0079
 AV0079                          STATION DESCRIPTION
 AV0079
 AV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AV0079'1.0 MI W FROM PECAN ISLAND.
 AV0079'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 82 FROM THE SCHOOL HOUSE AT
 AV0079'PECAN ISLAND, IN SECTION 4, T 16 S, R 1 W, ON THE PROPERTY OF MR. AGEE
 AV0079'MORGAN, 157 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 75 FEET EAST
 AV0079'OF THE NORTHEAST CORNER OF MR. MORGANS HOUSE, 30 FEET WEST OF THE WEST
 AV0079'BANK OF A CANAL, 6 INCHES EAST OF A FENCE, 1.1 FEET SOUTH OF A WOODEN
 AV0079'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 AV0079'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 112
 AV0079'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 4 INCHES.
 AV0079
 AV0079                          STATION RECOVERY (1986)
 AV0079
 AV0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0079'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AV0079'IT IS 1.1 METERS (3.6 FT) EAST OF A FENCE AND WITNESS POST.
 AV0079'THE MARK IS 1.1 METERS  E FROM  A WITNESS POST
 AV0079'THE MARK IS ABOVE LEVEL WITH HIGHWAY 82.
 AV0079
 AV0079                          STATION RECOVERY (2004)
 AV0079
 AV0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 AV0079'RECOVERED AS DESCRIBED.
 AV0079
 AV0079                          STATION RECOVERY (2005)
 AV0079
 AV0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AV0079'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  2.1 M SOUTH OF A
 AV0079'LOGO CAP BM CANAL 215, 0.5 M SOUTH OF A METAL POST WITH WITNESS SIGN
 AV0079'ATTACHED.  NOTE--PREVIOUSLY REFERENCED WITNESS POST AND FENCE ARE NOW
 AV0079'MISSING.
 AV0079
 AV0079                          STATION RECOVERY (2006)
 AV0079
 AV0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DEB)
 AV0079'RECOVERED IN GOOD CONDITION.  ADD--74.5 FEET EAST OF NORTHEAST CORNER
 AV0079'OF EXISTING HOUSE, 95.6 FEET SOUTHEAST OF A NEW FENCE CORNER, AND 17.0
 AV0079'FEET WEST OF WITNESS POST. ANCHOR SET BETWEEN X 215 AND LOGO BM CANAL.
 AV0079' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0867 ***********************************************************************
 BJ0867  DESIGNATION -  X 216
 BJ0867  PID         -  BJ0867
 BJ0867  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0867  USGS QUAD   -  BATON ROUGE EAST (1995)
 BJ0867
 BJ0867                         *CURRENT SURVEY CONTROL
 BJ0867  ___________________________________________________________________
 BJ0867* NAD 83(1986)-  30 28 23.     (N)    091 02 46.     (W)     SCALED    
 BJ0867* NAVD 88     -        14.791  (meters)      48.53   (feet)  ADJUSTED  
 BJ0867  ___________________________________________________________________
 BJ0867  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ0867  DYNAMIC HT  -          14.772 (meters)      48.46  (feet)  COMP
 BJ0867  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BJ0867
 BJ0867  VERT ORDER  -  FIRST     CLASS I
 BJ0867
 BJ0867.The horizontal coordinates were scaled from a topographic map and have
 BJ0867.an estimated accuracy of +/- 6 seconds.
 BJ0867
 BJ0867.The orthometric height was determined by differential leveling
 BJ0867.and adjusted by the National Geodetic Survey in February 1994..
 BJ0867
 BJ0867.The geoid height was determined by GEOID03.
 BJ0867
 BJ0867.The dynamic height is computed by dividing the NAVD 88
 BJ0867.geopotential number by the normal gravity value computed on the
 BJ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0867.degrees latitude (g = 980.6199 gals.).
 BJ0867
 BJ0867.The modeled gravity was interpolated from observed gravity values.
 BJ0867
 BJ0867;                    North         East    Units  Estimated Accuracy
 BJ0867;SPC LA S     -   218,740.    1,027,580.      MT  (+/- 180 meters Scaled)
 BJ0867
 BJ0867                          SUPERSEDED SURVEY CONTROL
 BJ0867
 BJ0867  NAVD 88 (06/15/91)   14.854  (m)           48.73   (f) UNKNOWN     1 1
 BJ0867  NGVD 29 (??/??/??)   14.823  (m)           48.63   (f) ADJUSTED    1 1
 BJ0867
 BJ0867.Superseded values are not recommended for survey control.
 BJ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0867.See file dsdata.txt to determine how the superseded data were derived.
 BJ0867
 BJ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP875728(NAD 83)
 BJ0867_MARKER: DB = BENCH MARK DISK
 BJ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0867_SP_SET: CONCRETE POST
 BJ0867_STAMPING: X 216 1965
 BJ0867_MARK LOGO: CGS   
 BJ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0867+STABILITY: SURFACE MOTION
 BJ0867
 BJ0867  HISTORY     - Date     Condition        Report By
 BJ0867  HISTORY     - 1965     MONUMENTED       CGS
 BJ0867  HISTORY     - 1976     GOOD             NGS
 BJ0867  HISTORY     - 1987     GOOD             LA-033
 BJ0867
 BJ0867                          STATION DESCRIPTION
 BJ0867
 BJ0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0867'5.45 MI W FROM DENHAM SPRINGS.
 BJ0867'ABOUT 5.45 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ0867'STATION AT DENHAM SPRINGS, OR ABOUT 1.0 MILE SOUTH ALONG THE YAZOO AND
 BJ0867'MISSISSIPPI VALLEY RAILROAD FROM THE STATION AT NORTH BATON ROUGE,
 BJ0867'THENCE 8.85 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD, 50 FEET
 BJ0867'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 24 FEET NORTHEAST OF THE
 BJ0867'NORTHEAST RAIL OF A SPUR TRACK LEADING NORTHWEST TO A GENERAL SERVICES
 BJ0867'ADMINISTRATION DEPOT, 15 FEET EAST OF A POWER POLE, 1.3 FEET WEST OF A
 BJ0867'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE MAIN TRACK,
 BJ0867'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BJ0867
 BJ0867                          STATION RECOVERY (1976)
 BJ0867
 BJ0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0867'7.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE INTERSTATE
 BJ0867'HIGHWAY 110 OVERPASS, AT THE JUNCTION OF A SPUR TRACK LEADING
 BJ0867'NORTHWEST, ABOUT 250 FT NORTH OF THE NORTHWEST CORNER OF A MESH WIRE
 BJ0867'FENCE AT 12421 SOUTH CHOCTAW DRIVE, 50.3 FT NORTH OF THE NORTH RAIL OF
 BJ0867'THE MAIN TRACK, 24.1 FT NORTHEAST OF THE NORTHEAST RAIL OF THE SPUR
 BJ0867'TRACK, 15 FT EAST OF POWER LINE POLE NUMBER 369 58.
 BJ0867
 BJ0867                          STATION RECOVERY (1987)
 BJ0867
 BJ0867'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2511 ***********************************************************************
 BJ2511  DESIGNATION -  X 218
 BJ2511  PID         -  BJ2511
 BJ2511  STATE/COUNTY-  LA/ST MARTIN
 BJ2511  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2511
 BJ2511                         *CURRENT SURVEY CONTROL
 BJ2511  ___________________________________________________________________
 BJ2511* NAD 83(1986)-  30 22 29.     (N)    091 42 00.     (W)     SCALED    
 BJ2511* NAVD 88     -         7.66   (+/-2cm)      25.1    (feet)  VERTCON   
 BJ2511  ___________________________________________________________________
 BJ2511  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2511
 BJ2511  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2511
 BJ2511.The horizontal coordinates were scaled from a topographic map and have
 BJ2511.an estimated accuracy of +/- 6 seconds.
 BJ2511
 BJ2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2511.The vertical order pertains to the NGVD 29 superseded value.
 BJ2511
 BJ2511.The geoid height was determined by GEOID03.
 BJ2511
 BJ2511;                    North         East    Units  Estimated Accuracy
 BJ2511;SPC LA S     -   207,860.      964,760.      MT  (+/- 180 meters Scaled)
 BJ2511
 BJ2511                          SUPERSEDED SURVEY CONTROL
 BJ2511
 BJ2511  NGVD 29 (??/??/??)    7.663  (m)           25.14   (f) ADJUSTED    1 2
 BJ2511
 BJ2511.Superseded values are not recommended for survey control.
 BJ2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2511.See file dsdata.txt to determine how the superseded data were derived.
 BJ2511
 BJ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP249610(NAD 83)
 BJ2511_MARKER: DB = BENCH MARK DISK
 BJ2511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2511_SP_SET: 88 FEET
 BJ2511_STAMPING: X 218 1965
 BJ2511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2511
 BJ2511  HISTORY     - Date     Condition        Report By
 BJ2511  HISTORY     - 1965     MONUMENTED       CGS
 BJ2511  HISTORY     - 1968     MARK NOT FOUND   USGS
 BJ2511
 BJ2511                          STATION DESCRIPTION
 BJ2511
 BJ2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2511'8.8 MI N FROM BUTTE LA ROSE.
 BJ2511'ABOUT 8.8 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT
 BJ2511'LANDING AT BUTTE LA ROSE, IN FRACTIONAL SECTION 7, T8S, R8E, 122 FEET
 BJ2511'WEST OF AND ACROSS THE ROAD FROM THE CENTER AND TOP OF A LEVEE, 93
 BJ2511'FEET WEST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF THE
 BJ2511'CENTER LINE OF A DIM WOODS TRAIL, 2.0 FEET WEST OF A CREOSOTED WITNESS
 BJ2511'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 BJ2511'COATED ROD THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED IN A
 BJ2511'5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 BJ2511
 BJ2511                          STATION RECOVERY (1968)
 BJ2511
 BJ2511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BJ2511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1421 ***********************************************************************
 BH1421  DESIGNATION -  X 22
 BH1421  PID         -  BH1421
 BH1421  STATE/COUNTY-  LA/WASHINGTON
 BH1421  USGS QUAD   -  SUN (1983)
 BH1421
 BH1421                         *CURRENT SURVEY CONTROL
 BH1421  ___________________________________________________________________
 BH1421* NAD 83(1986)-  30 41 35.     (N)    089 53 21.     (W)     SCALED    
 BH1421* NAVD 88     -        30.045  (meters)      98.57   (feet)  ADJUSTED  
 BH1421  ___________________________________________________________________
 BH1421  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BH1421  DYNAMIC HT  -          30.006 (meters)      98.44  (feet)  COMP
 BH1421  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BH1421
 BH1421  VERT ORDER  -  SECOND    CLASS 0
 BH1421
 BH1421.The horizontal coordinates were scaled from a topographic map and have
 BH1421.an estimated accuracy of +/- 6 seconds.
 BH1421
 BH1421.The orthometric height was determined by differential leveling
 BH1421.and adjusted by the National Geodetic Survey in February 1994..
 BH1421
 BH1421.The geoid height was determined by GEOID03.
 BH1421
 BH1421.The dynamic height is computed by dividing the NAVD 88
 BH1421.geopotential number by the normal gravity value computed on the
 BH1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1421.degrees latitude (g = 980.6199 gals.).
 BH1421
 BH1421.The modeled gravity was interpolated from observed gravity values.
 BH1421
 BH1421;                    North         East    Units  Estimated Accuracy
 BH1421;SPC LA S     -   243,970.    1,138,360.      MT  (+/- 180 meters Scaled)
 BH1421
 BH1421                          SUPERSEDED SURVEY CONTROL
 BH1421
 BH1421  NGVD 29 (??/??/??)   30.128  (m)           98.84   (f) ADJUSTED    2 0
 BH1421
 BH1421.Superseded values are not recommended for survey control.
 BH1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1421.See file dsdata.txt to determine how the superseded data were derived.
 BH1421
 BH1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU232991(NAD 83)
 BH1421_MARKER: DB = BENCH MARK DISK
 BH1421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1421_SP_SET: CULVERT
 BH1421_STAMPING: 99 X 22 1934
 BH1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1421
 BH1421  HISTORY     - Date     Condition        Report By
 BH1421  HISTORY     - 1934     MONUMENTED       CGS
 BH1421  HISTORY     - 1955     GOOD             CGS
 BH1421  HISTORY     - 1977     GOOD             LADTD
 BH1421
 BH1421                          STATION DESCRIPTION
 BH1421
 BH1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1421'IN RIO.
 BH1421'AT RIO, WASHINGTON PARISH, ON THE GULF, MOBILE AND OHIO RAILROAD, 4
 BH1421'POLES SOUTH OF THE STATION, AT A ROAD CROSSING, 90 PACES SOUTH OF THE
 BH1421'CENTER OF THE CROSSING, 31 FEET EAST OF THE EAST RAIL, 33 FEET NORTH
 BH1421'OF THE SECOND POLE SOUTH OF THE CROSSING, 79 FEET WEST OF THE
 BH1421'CENTERLINE OF A PAVED ROAD, AT A 4-BY 6-FOOT CULVERT, IN THE TOP OF
 BH1421'THE SOUTH END OF THE EAST CONCRETE HEADWALL, AND 3 FEET BELOW THE
 BH1421'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED 99 X 22 1934.
 BH1421
 BH1421                          STATION RECOVERY (1977)
 BH1421
 BH1421'RECOVERY NOTE BY LA TRANSP AND DEV 1977
 BH1421'FOUND AS PREVIOUSLY DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1213 ***********************************************************************
 AU1213  DESIGNATION -  X 220
 AU1213  PID         -  AU1213
 AU1213  STATE/COUNTY-  LA/LAFOURCHE
 AU1213  USGS QUAD   -  GOLDEN MEADOW (1994)
 AU1213
 AU1213                         *CURRENT SURVEY CONTROL
 AU1213  ___________________________________________________________________
 AU1213* NAD 83(1992)-  29 24 05.63928(N)    090 16 20.86062(W)     ADJUSTED  
 AU1213* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU1213  **This station is located in a subsidence area (see below).
 AU1213  ___________________________________________________________________
 AU1213  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU1213  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AU1213  DYNAMIC HT  -           0.5   (meters)       2.    (feet)  COMP
 AU1213  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AU1213
 AU1213  HORZ ORDER  -  SECOND
 AU1213  VERT ORDER  -  THIRD (See Below)
 AU1213
 AU1213.The horizontal coordinates were established by classical geodetic methods
 AU1213.and adjusted by the National Geodetic Survey in January 1993..
 AU1213
 AU1213 ** The orthometric height has not been validated since last determined
 AU1213 ** by differential leveling and should not be used for control purposes.
 AU1213 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1213 ** area with valid NAVD 88 orthometric heights.
 AU1213 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1213 ** epoch indicated which incorporates improved geoid heights for the
 AU1213 ** Southern Louisiana Subsidence area.
 AU1213 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1213.The orthometric height was scaled from a topographic map.
 AU1213.The vertical order pertains to the first NAVD 88 superseded value.
 AU1213
 AU1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1213
 AU1213.The geoid height was determined by GEOID03.
 AU1213
 AU1213.The dynamic height is computed by dividing the NAVD 88
 AU1213.geopotential number by the normal gravity value computed on the
 AU1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1213.degrees latitude (g = 980.6199 gals.).
 AU1213
 AU1213.The modeled gravity was interpolated from observed gravity values.
 AU1213
 AU1213;                    North         East     Units Scale Factor Converg.
 AU1213;SPC LA S     -   100,411.953 1,102,964.625   MT  0.99998006   +0 31 49.6
 AU1213;SPC LA S     -   329,434.88  3,618,643.11   sFT  0.99998006   +0 31 49.6
 AU1213;UTM  15      - 3,255,571.407   764,680.936   MT  1.00046452   +1 20 23.3
 AU1213
 AU1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1213!SPC LA S     -   1.00000378  x   0.99998006  =   0.99998384
 AU1213!UTM  15      -   1.00000378  x   1.00046452  =   1.00046830
 AU1213
 AU1213                          SUPERSEDED SURVEY CONTROL
 AU1213
 AU1213  NAD 83(1986)-  29 24 05.65447(N)    090 16 20.87115(W) AD(       ) 2
 AU1213  NAVD 88 (06/15/91)    0.599  (m)            1.97   (f) UNKNOWN     1 2
 AU1213  NGVD 29 (??/??/??)    0.569  (m)            1.87   (f) ADJUSTED    1 2
 AU1213
 AU1213.Superseded values are not recommended for survey control.
 AU1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1213.See file dsdata.txt to determine how the superseded data were derived.
 AU1213
 AU1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN6468155571(NAD 83)
 AU1213_MARKER: DB = BENCH MARK DISK
 AU1213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1213_SP_SET: COPPER-CLAD STEEL ROD
 AU1213_STAMPING: X 220 1965
 AU1213_MARK LOGO: CGS   
 AU1213_PROJECTION: PROJECTING 18 CENTIMETERS
 AU1213_MAGNETIC: I = MARKER IS A STEEL ROD
 AU1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AU1213+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AU1213_ROD/PIPE-DEPTH: 26.8 meters
 AU1213
 AU1213  HISTORY     - Date     Condition        Report By
 AU1213  HISTORY     - 1965     MONUMENTED       CGS
 AU1213  HISTORY     - 1981     GOOD             NGS
 AU1213  HISTORY     - 19930224 GOOD             NGS
 AU1213
 AU1213                          STATION DESCRIPTION
 AU1213
 AU1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1213'1.15 MI NW FROM GOLDEN MEADOW.
 AU1213'0.05 MILES NORTHEAST ACROSS A DRAWBRIDGE, THENCE 1.1 MILES NORTHWEST
 AU1213'ALONG STATE HIGHWAY 308 FROM THE GOLDEN MEADOW HIGH SCHOOL AT GOLDEN
 AU1213'MEADOW, IN FRACTIONAL SECTION 2, T 19 S, R 22 E, 87 FEET NORTHEAST OF
 AU1213'A POWER POLE, 89 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 AU1213'SOUTH OF A PLANKED ROAD LEADING TO AN OIL WELL, 6 1/2 FEET
 AU1213'SOUTH-SOUTHWEST OF A 28-INCH OAK TREE, 1.3 FEET NORTH-NORTHWEST OF A
 AU1213'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A
 AU1213'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS
 AU1213'ENCASED IN A 5-INCH CAST IRON WHICH PROJECTS 6 INCHES.
 AU1213
 AU1213                          STATION RECOVERY (1981)
 AU1213
 AU1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AU1213'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU1213'1.7 KILOMETERS (1.05 MILES) NORTHWEST ALONG STATE HIGHWAY 308 FROM THE
 AU1213'NORTHEAST END OF THE BRIDGE OVER LAFOURCHE BAYOU IN GOLDEN MEADOW, TO
 AU1213'A SHELL ROAD LEADING EAST AND THE MARK ON THE RIGHT, 27.12 METERS
 AU1213'(89.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 9.75 METERS (32.0
 AU1213'FEET) SOUTH OF THE CENTER OF THE SHELL ROAD, 1.82 METERS (6.0 FEET)
 AU1213'SOUTH OF A 48-INCH OAK TREE.
 AU1213'THE MARK IS 0.25 METERS  S FROM A WITNESS POST.
 AU1213
 AU1213                          STATION RECOVERY (1993)
 AU1213
 AU1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1213'1.7 KM (1.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 308 FROM THE
 AU1213'JUNCTION OF STATE HIGHWAY 1 IN GOLDEN MEADOW, 27.1 M (88.9 FT) EAST
 AU1213'OF THE CENTERLINE OF THE HIGHWAY, 9.8 M (32.2 FT) SOUTH OF THE CENTER
 AU1213'OF A SHELL ROAD LEADING EAST, 1.8 M (5.9 FT) SOUTHWEST OF A 48-INCH
 AU1213'OAK TREE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 AU1213'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 AU1213'6-INCH METAL PIPE AND PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 AU1213'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2192 ***********************************************************************
 CP2192  DESIGNATION -  X 23
 CP2192  PID         -  CP2192
 CP2192  STATE/COUNTY-  LA/MOREHOUSE
 CP2192  USGS QUAD   -  MER ROUGE (1988)
 CP2192
 CP2192                         *CURRENT SURVEY CONTROL
 CP2192  ___________________________________________________________________
 CP2192* NAD 83(1986)-  32 46 12.     (N)    091 45 14.     (W)     SCALED    
 CP2192* NAVD 88     -        26.913  (meters)      88.30   (feet)  ADJUSTED  
 CP2192  ___________________________________________________________________
 CP2192  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CP2192  DYNAMIC HT  -          26.883 (meters)      88.20  (feet)  COMP
 CP2192  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 CP2192
 CP2192  VERT ORDER  -  SECOND    CLASS 0
 CP2192
 CP2192.The horizontal coordinates were scaled from a topographic map and have
 CP2192.an estimated accuracy of +/- 6 seconds.
 CP2192
 CP2192.The orthometric height was determined by differential leveling
 CP2192.and adjusted by the National Geodetic Survey in June 1991..
 CP2192
 CP2192.The geoid height was determined by GEOID03.
 CP2192
 CP2192.The dynamic height is computed by dividing the NAVD 88
 CP2192.geopotential number by the normal gravity value computed on the
 CP2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2192.degrees latitude (g = 980.6199 gals.).
 CP2192
 CP2192.The modeled gravity was interpolated from observed gravity values.
 CP2192
 CP2192;                    North         East    Units  Estimated Accuracy
 CP2192;SPC LA N     -   251,940.    1,069,910.      MT  (+/- 180 meters Scaled)
 CP2192
 CP2192                          SUPERSEDED SURVEY CONTROL
 CP2192
 CP2192  NGVD 29 (??/??/92)   26.978  (m)           88.51   (f) ADJ UNCH    2 0
 CP2192
 CP2192.Superseded values are not recommended for survey control.
 CP2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2192.See file dsdata.txt to determine how the superseded data were derived.
 CP2192
 CP2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS167264(NAD 83)
 CP2192_MARKER: DB = BENCH MARK DISK
 CP2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2192_STAMPING: X-23 1935
 CP2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2192+STABILITY: SURFACE MOTION
 CP2192
 CP2192  HISTORY     - Date     Condition        Report By
 CP2192  HISTORY     - 1935     MONUMENTED       CGS
 CP2192  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2192
 CP2192                          STATION DESCRIPTION
 CP2192
 CP2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2192'2.2 MI E FROM MER ROUGE.
 CP2192'2.2 MILES EAST OF, ALONG ST. HWY. 11, FROM CATHOLIC CHURCH.  ABOUT .2
 CP2192'MILE EAST OF GALION CREEK HIGHWAY BRIDGE.  112 FEET SOUTH OF
 CP2192'CENTERLINE OF ST. HWY. 11.  42.2 FEET WEST OF CENTERLINE OF DRIVEWAY
 CP2192'AND BRIDGE OVER DRAIN.  34 FEET NORTH OF NORTHWEST CORNER OF C.C.
 CP2192'MALLOY FARM HOUSE.  7.7 FEET NORTHEAST OF NORTHWEST YARD FENCE CORNER.
 CP2192'3.1 FT. NORTH OF YARD FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 CP2192
 CP2192                          STATION RECOVERY (1982)
 CP2192
 CP2192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0056 ***********************************************************************
 BX0056  DESIGNATION -  X 230
 BX0056  PID         -  BX0056
 BX0056  STATE/COUNTY-  LA/GRANT
 BX0056  USGS QUAD   -  GEORGETOWN (1984)
 BX0056
 BX0056                         *CURRENT SURVEY CONTROL
 BX0056  ___________________________________________________________________
 BX0056* NAD 83(1986)-  31 45 02.     (N)    092 23 08.     (W)     SCALED    
 BX0056* NAVD 88     -        28.80   (+/-2cm)      94.5    (feet)  VERTCON   
 BX0056  ___________________________________________________________________
 BX0056  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0056
 BX0056  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0056
 BX0056.The horizontal coordinates were scaled from a topographic map and have
 BX0056.an estimated accuracy of +/- 6 seconds.
 BX0056
 BX0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0056.The vertical order pertains to the NGVD 29 superseded value.
 BX0056
 BX0056.The geoid height was determined by GEOID03.
 BX0056
 BX0056;                    North         East    Units  Estimated Accuracy
 BX0056;SPC LA N     -   138,660.    1,010,840.      MT  (+/- 180 meters Scaled)
 BX0056
 BX0056                          SUPERSEDED SURVEY CONTROL
 BX0056
 BX0056  NGVD 29 (??/??/??)   28.809  (m)           94.52   (f) ADJUSTED    1 2
 BX0056
 BX0056.Superseded values are not recommended for survey control.
 BX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0056.See file dsdata.txt to determine how the superseded data were derived.
 BX0056
 BX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR581129(NAD 83)
 BX0056_MARKER: DB = BENCH MARK DISK
 BX0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0056_STAMPING: X 230 1965
 BX0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0056+STABILITY: SURFACE MOTION
 BX0056
 BX0056  HISTORY     - Date     Condition        Report By
 BX0056  HISTORY     - 1965     MONUMENTED       CGS
 BX0056  HISTORY     - 1980     GOOD             LOCSUR
 BX0056
 BX0056                          STATION DESCRIPTION
 BX0056
 BX0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0056'1.1 MI S FROM GEORGETOWN.
 BX0056'ABOUT 1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0056'U.S. HIGHWAY 165 OVERPASS AT GEORGETOWN, IN SECTION 20, T 9 N, R 1 E,
 BX0056'ABOUT 0.3 MILE NORTH OF THE CROSSING OF STATE HIGHWAY 502, 109 1/2
 BX0056'FEET WEST AND ACROSS STATE HIGHWAY 502 FROM THE SOUTHWEST CORNER OF A
 BX0056'METHODIST CHURCH, 66 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 32
 BX0056'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET NORTH OF A
 BX0056'LONE FORKED OAK TREE, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 BX0056'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 BX0056'OF A CONCRETE POST PROJECTING 5 INCHES.
 BX0056
 BX0056                          STATION RECOVERY (1980)
 BX0056
 BX0056'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 BX0056'0.95 MILES EAST SOUTH EAST OF POST OFFICE IN GEORGETOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1314 ***********************************************************************
 AU1314  DESIGNATION -  X 233
 AU1314  PID         -  AU1314
 AU1314  STATE/COUNTY-  LA/TERREBONNE
 AU1314  USGS QUAD   -  LAKE QUITMAN (1994)
 AU1314
 AU1314                         *CURRENT SURVEY CONTROL
 AU1314  ___________________________________________________________________
 AU1314* NAD 83(1992)-  29 19 56.76940(N)    090 38 34.91415(W)     ADJUSTED  
 AU1314* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU1314  **This station is located in a subsidence area (see below).
 AU1314  ___________________________________________________________________
 AU1314  X           -     -62,453.256 (meters)                     COMP
 AU1314  Y           -  -5,564,512.116 (meters)                     COMP
 AU1314  Z           -   3,106,065.602 (meters)                     COMP
 AU1314  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU1314  ELLIP HEIGHT-         -21.33  (meters)          (02/21/02) GPS OBS
 AU1314  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AU1314  DYNAMIC HT  -           3.4   (meters)      11.    (feet)  COMP
 AU1314  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 AU1314
 AU1314  HORZ ORDER  -  FIRST
 AU1314  VERT ORDER  -  THIRD (See Below)
 AU1314  ELLP ORDER  -  FIFTH     CLASS I
 AU1314
 AU1314.The horizontal coordinates were established by GPS observations
 AU1314.and adjusted by the National Geodetic Survey in December 1998..
 AU1314
 AU1314 ** The orthometric height has not been validated since last determined
 AU1314 ** by differential leveling and should not be used for control purposes.
 AU1314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1314 ** area with valid NAVD 88 orthometric heights.
 AU1314 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1314 ** epoch indicated which incorporates improved geoid heights for the
 AU1314 ** Southern Louisiana Subsidence area.
 AU1314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1314.The orthometric height was scaled from a topographic map.
 AU1314.The vertical order pertains to the first NAVD 88 superseded value.
 AU1314
 AU1314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1314
 AU1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1314
 AU1314.The ellipsoidal height was determined by GPS observations
 AU1314.and is referenced to NAD 83.
 AU1314
 AU1314.The geoid height was determined by GEOID03.
 AU1314
 AU1314.The dynamic height is computed by dividing the NAVD 88
 AU1314.geopotential number by the normal gravity value computed on the
 AU1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1314.degrees latitude (g = 980.6199 gals.).
 AU1314
 AU1314.The modeled gravity was interpolated from observed gravity values.
 AU1314
 AU1314;                    North         East     Units Scale Factor Converg.
 AU1314;SPC LA S     -    92,474.816 1,067,045.035   MT  0.99999329   +0 20 42.6
 AU1314;SPC LA S     -   303,394.46  3,500,796.92   sFT  0.99999329   +0 20 42.6
 AU1314;UTM  15      - 3,247,124.441   728,863.965   MT  1.00024636   +1 09 18.5
 AU1314
 AU1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1314!SPC LA S     -   1.00000335  x   0.99999329  =   0.99999664
 AU1314!UTM  15      -   1.00000335  x   1.00024636  =   1.00024971
 AU1314
 AU1314                          SUPERSEDED SURVEY CONTROL
 AU1314
 AU1314  ELLIP H (12/17/98)  -21.32   (m)                       GP(       ) 4 2
 AU1314  NAVD 88 (12/17/98)    3.43   (m)           11.3    (f) LEVELING    3  
 AU1314  NGVD 29 (??/??/??)    3.463  (m)           11.36   (f) ADJUSTED    1 2
 AU1314
 AU1314.Superseded values are not recommended for survey control.
 AU1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1314.See file dsdata.txt to determine how the superseded data were derived.
 AU1314
 AU1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2886447124(NAD 83)
 AU1314_MARKER: DB = BENCH MARK DISK
 AU1314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU1314_SP_SET: ABUTMENT OR PIER OF A LRG BRIDGE
 AU1314_STAMPING: X 233 1965
 AU1314_MARK LOGO: CGS   
 AU1314_PROJECTION: FLUSH
 AU1314_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1314+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1314
 AU1314  HISTORY     - Date     Condition        Report By
 AU1314  HISTORY     - 1965     MONUMENTED       CGS
 AU1314  HISTORY     - 1966     GOOD             CGS
 AU1314  HISTORY     - 1981     GOOD             LADTD
 AU1314  HISTORY     - 19930315 GOOD             LADTD
 AU1314  HISTORY     - 19950103 GOOD             MPHI
 AU1314
 AU1314                          STATION DESCRIPTION
 AU1314
 AU1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1314'10.05 MI S FROM CHAUVIN.
 AU1314'ABOUT 10.05 MILES SOUTH ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH
 AU1314'CHURCH AT CHAUVIN, IN FRACTIONAL SECTION 105, T 20 S, R 18 E, AT THE
 AU1314'SOUTH END OF A CONCRETE HIGHWAY BRIDGE OVER ROBINSON CANAL, 18 1/2
 AU1314'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AU1314'WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE ABOUT 5 INCHES
 AU1314'BELOW THE LEVEL OF THE HIGHWAY.
 AU1314
 AU1314                          STATION RECOVERY (1981)
 AU1314
 AU1314'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 AU1314'RECOVERED IN GOOD CONDITION.
 AU1314
 AU1314                          STATION RECOVERY (1993)
 AU1314
 AU1314'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1314'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTH-SOUTHEAST OF
 AU1314'HOUMA, 7.0 MI (11.3 KM) SOUTHWEST OF CHAUVIN AND 7.0 MI (11.3 KM)
 AU1314'NORTH OF COCODRIE.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION
 AU1314'AND DEVELOPMENT.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AU1314'HIGHWAYS 56 AND 57, ABOUT 5.0 NORTH OF COCODRIE, GO NORTH FOR 1.7 MI
 AU1314'(2.7 KM) ON HIGHWAY 56 TO THE STATION ON THE LEFT, SET IN THE
 AU1314'SOUTHWEST CORNER OF THE BRIDGE OVER ROBERTSON CANAL.  THE STATION IS
 AU1314'18.5 FT (5.6 M) WEST FROM THE CENTER OF THE HIGHWAY, SET IN THE
 AU1314'WINGWALL OF THE BRIDGE, FLUSH WITH THE WINGWALL AND ABOUT 5 INCHES
 AU1314'BELOW THE LEVEL OF THE HIGHWAY.
 AU1314
 AU1314                          STATION RECOVERY (1995)
 AU1314
 AU1314'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1314'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2654 ***********************************************************************
 BJ2654  DESIGNATION -  X 234
 BJ2654  PID         -  BJ2654
 BJ2654  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2654  USGS QUAD   -  LOTTIE (1994)
 BJ2654
 BJ2654                         *CURRENT SURVEY CONTROL
 BJ2654  ___________________________________________________________________
 BJ2654* NAD 83(1986)-  30 36 03.     (N)    091 44 46.     (W)     SCALED    
 BJ2654* NAVD 88     -         8.07   (+/-2cm)      26.5    (feet)  VERTCON   
 BJ2654  ___________________________________________________________________
 BJ2654  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ2654
 BJ2654  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2654
 BJ2654.The horizontal coordinates were scaled from a topographic map and have
 BJ2654.an estimated accuracy of +/- 6 seconds.
 BJ2654
 BJ2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2654.The vertical order pertains to the NGVD 29 superseded value.
 BJ2654
 BJ2654.The geoid height was determined by GEOID03.
 BJ2654
 BJ2654;                    North         East    Units  Estimated Accuracy
 BJ2654;SPC LA S     -   232,940.      960,420.      MT  (+/- 180 meters Scaled)
 BJ2654
 BJ2654                          SUPERSEDED SURVEY CONTROL
 BJ2654
 BJ2654  NGVD 29 (??/??/??)    8.082  (m)           26.52   (f) ADJUSTED    1 2
 BJ2654
 BJ2654.Superseded values are not recommended for survey control.
 BJ2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2654.See file dsdata.txt to determine how the superseded data were derived.
 BJ2654
 BJ2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP202860(NAD 83)
 BJ2654_MARKER: DB = BENCH MARK DISK
 BJ2654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2654_SP_SET: 96 FEET
 BJ2654_STAMPING: X 234 1966
 BJ2654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2654
 BJ2654  HISTORY     - Date     Condition        Report By
 BJ2654  HISTORY     - 1966     MONUMENTED       CGS
 BJ2654
 BJ2654                          STATION DESCRIPTION
 BJ2654
 BJ2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2654'5.7 MI N FROM KROTZ SPRINGS.
 BJ2654'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2654'STATION AT KROTZ SPRINGS, THENCE 4.65 MILES NORTH ALONG A LEVEE AND A
 BJ2654'GRAVELED ROAD, 0.1 MILE SOUTH OF A CURVE IN THE LEVEE AND THE ROAD, 53
 BJ2654'FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE CENTER
 BJ2654'LINE OF A TRAIL ROAD LEADING EAST THROUGH A GATE, 1 1/2 FEET WEST OF A
 BJ2654'FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 BJ2654'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BJ2654'THAT IS DRIVEN TO A DEPTH OF 96 FEET AND IS ENCASED IN A 5-INCH
 BJ2654'CAST-IRON PIPE WHICH PROJECTS 5 INCHES.  NOTE-- IN SECTION 28, T 5 S,
 BJ2654'R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0578 ***********************************************************************
 BX0578  DESIGNATION -  X 235
 BX0578  PID         -  BX0578
 BX0578  STATE/COUNTY-  LA/RAPIDES
 BX0578  USGS QUAD   -  GREEN GABLES (1993)
 BX0578
 BX0578                         *CURRENT SURVEY CONTROL
 BX0578  ___________________________________________________________________
 BX0578* NAD 83(1986)-  31 22 49.     (N)    092 15 12.     (W)     SCALED    
 BX0578* NAVD 88     -        28.09   (+/-2cm)      92.2    (feet)  VERTCON   
 BX0578  ___________________________________________________________________
 BX0578  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX0578
 BX0578  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0578
 BX0578.The horizontal coordinates were scaled from a topographic map and have
 BX0578.an estimated accuracy of +/- 6 seconds.
 BX0578
 BX0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0578.The vertical order pertains to the NGVD 29 superseded value.
 BX0578
 BX0578.The geoid height was determined by GEOID03.
 BX0578
 BX0578;                    North         East    Units  Estimated Accuracy
 BX0578;SPC LA N     -    97,630.    1,023,460.      MT  (+/- 180 meters Scaled)
 BX0578
 BX0578                          SUPERSEDED SURVEY CONTROL
 BX0578
 BX0578  NGVD 29 (12/01/98)   28.073  (m)           92.10   (f) ADJUSTED    1 2
 BX0578
 BX0578.Superseded values are not recommended for survey control.
 BX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0578.See file dsdata.txt to determine how the superseded data were derived.
 BX0578
 BX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ709719(NAD 83)
 BX0578_MARKER: DB = BENCH MARK DISK
 BX0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0578_STAMPING: X 235 1966
 BX0578_MARK LOGO: CGS   
 BX0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0578+STABILITY: SURFACE MOTION
 BX0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX0578+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 BX0578
 BX0578  HISTORY     - Date     Condition        Report By
 BX0578  HISTORY     - 1966     MONUMENTED       CGS
 BX0578  HISTORY     - 19930817 GOOD             LADTD
 BX0578  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0578
 BX0578                          STATION DESCRIPTION
 BX0578
 BX0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0578'5.35 MI NE FROM LIBUSE.
 BX0578'ABOUT 5.35 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0578'AT LIBUSE, IN SECTION 32, T 5 N, R 2 E, 111 FEET SOUTHEAST OF THE
 BX0578'CENTER LINE OF THE HIGHWAY, 41 FEET NORTHEAST OF THE NORTHEAST FACE OF
 BX0578'A BRICK SERVICE STATION AND GROCERY STORE, 28 FEET SOUTHWEST OF THE
 BX0578'CENTER LINE OF A GRAVELED ROAD, 20 1/2 FEET SOUTH-SOUTHEAST OF A
 BX0578'16-INCH OAK TREE, 5 FEET SOUTHEAST OF A 16-INCH PINE TREE, 2 FEET
 BX0578'NORTHEAST OF A CORNER FENCE POST, 1.6 FEET SOUTHWEST OF A METAL
 BX0578'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 BX0578'CONCRETE POST PROJECTING 8 INCHES.
 BX0578
 BX0578                          STATION RECOVERY (1993)
 BX0578
 BX0578'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0578'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHEAST OF LIBUSE AND
 BX0578'1.5 MI (2.4 KM) SOUTHWEST OF HOLLOWAY IN SECTION 32, T 5 N, R 2 E.
 BX0578'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE POST OFFICE IN
 BX0578'LIBUSE, GO EAST FOR 5.0 MI (8.0 KM) ON STATE HIGHWAY 28 TO THE STATION
 BX0578'SET ON THE RIGHT AT THE JUNCTION WITH B RUSH ROAD.  THE STATION IS
 BX0578'100.0 FT (30.5 M) SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 28.5 FT
 BX0578'(8.7 M) SOUTHWEST FROM THE CENTER OF B RUSH ROAD, 21.0 FT (6.4 M)
 BX0578'SOUTH-SOUTHEAST FROM A 24 INCH OAK TREE, 5.5 FT (1.7 M) SOUTHEAST FROM
 BX0578'A 24 INCH PINE TREE, 1.5 FT (0.5 M) SOUTHWEST FROM A METAL WITNESS
 BX0578'POST WITH SIGN ATTACHED, PROJECTING 6 INCHES ABOVE THE GROUND SURFACE
 BX0578'AND ABOUT LEVEL WITH THE HIGHWAY.
 BX0578
 BX0578                          STATION RECOVERY (1999)
 BX0578
 BX0578'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0169 ***********************************************************************
 BX0169  DESIGNATION -  X 236
 BX0169  PID         -  BX0169
 BX0169  STATE/COUNTY-  LA/LA SALLE
 BX0169  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0169
 BX0169                         *CURRENT SURVEY CONTROL
 BX0169  ___________________________________________________________________
 BX0169* NAD 83(1986)-  31 31 12.     (N)    092 02 14.     (W)     SCALED    
 BX0169* NAVD 88     -        15.16   (+/-2cm)      49.7    (feet)  VERTCON   
 BX0169  ___________________________________________________________________
 BX0169  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BX0169
 BX0169  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0169
 BX0169.The horizontal coordinates were scaled from a topographic map and have
 BX0169.an estimated accuracy of +/- 6 seconds.
 BX0169
 BX0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0169.The vertical order pertains to the NGVD 29 superseded value.
 BX0169
 BX0169.The geoid height was determined by GEOID03.
 BX0169
 BX0169;                    North         East    Units  Estimated Accuracy
 BX0169;SPC LA N     -   113,190.    1,043,950.      MT  (+/- 180 meters Scaled)
 BX0169
 BX0169                          SUPERSEDED SURVEY CONTROL
 BX0169
 BX0169  NGVD 29 (??/??/??)   15.150  (m)           49.70   (f) ADJUSTED    1 2
 BX0169
 BX0169.Superseded values are not recommended for survey control.
 BX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0169.See file dsdata.txt to determine how the superseded data were derived.
 BX0169
 BX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ914876(NAD 83)
 BX0169_MARKER: DB = BENCH MARK DISK
 BX0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0169_SP_SET: CULVERT
 BX0169_STAMPING: X 236 1966
 BX0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0169
 BX0169  HISTORY     - Date     Condition        Report By
 BX0169  HISTORY     - 1966     MONUMENTED       CGS
 BX0169  HISTORY     - 1977     MARK NOT FOUND   NGS
 BX0169  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0169
 BX0169                          STATION DESCRIPTION
 BX0169
 BX0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0169'15.9 MI SW FROM JONESVILLE.
 BX0169'ABOUT 0.45 MILE SOUTHWEST ALONG FRONT STREET FROM THE NORTHWEST END OF
 BX0169'THE U.S. HIGHWAY 84 BRIDGE OVER THE BLACK RIVER AT JONESVILLE, THENCE
 BX0169'7.75 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY, THENCE 2.4
 BX0169'MILES WEST ALONG U.S. HIGHWAY 84, THENCE 5.3 MILES SOUTHWEST ALONG
 BX0169'STATE HIGHWAY 28, IN SECTION 2, T 6 N, R 5 E, 60 FEET NORTHWEST OF THE
 BX0169'CENTER LINE OF THE HIGHWAY, 271 FEET SOUTHWEST OF BENCH MARK H-26-9
 BX0169'(USE), SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEAD
 BX0169'WALL OF A DOUBLE-CHANNELED CONCRETE CULVERT, AND ABOUT 12 FEET BELOW
 BX0169'THE LEVEL OF THE HIGHWAY.
 BX0169
 BX0169                          STATION RECOVERY (1977)
 BX0169
 BX0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0169'MARK NOT FOUND.
 BX0169
 BX0169                          STATION RECOVERY (1981)
 BX0169
 BX0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0878 ***********************************************************************
 BX0878  DESIGNATION -  X 237
 BX0878  PID         -  BX0878
 BX0878  STATE/COUNTY-  LA/RAPIDES
 BX0878  USGS QUAD   -  LATANIER (1993)
 BX0878
 BX0878                         *CURRENT SURVEY CONTROL
 BX0878  ___________________________________________________________________
 BX0878* NAD 83(1986)-  31 10 01.     (N)    092 16 29.     (W)     SCALED    
 BX0878* NAVD 88     -        20.84   (+/-2cm)      68.4    (feet)  VERTCON   
 BX0878  ___________________________________________________________________
 BX0878  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BX0878
 BX0878  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0878
 BX0878.The horizontal coordinates were scaled from a topographic map and have
 BX0878.an estimated accuracy of +/- 6 seconds.
 BX0878
 BX0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0878.The vertical order pertains to the NGVD 29 superseded value.
 BX0878
 BX0878.The geoid height was determined by GEOID03.
 BX0878
 BX0878;                    North         East    Units  Estimated Accuracy
 BX0878;SPC LA N     -    73,970.    1,021,480.      MT  (+/- 180 meters Scaled)
 BX0878
 BX0878                          SUPERSEDED SURVEY CONTROL
 BX0878
 BX0878  NGVD 29 (??/??/??)   20.811  (m)           68.28   (f) ADJUSTED    1 2
 BX0878
 BX0878.Superseded values are not recommended for survey control.
 BX0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0878.See file dsdata.txt to determine how the superseded data were derived.
 BX0878
 BX0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ691483(NAD 83)
 BX0878_MARKER: DB = BENCH MARK DISK
 BX0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX0878_SP_SET: FOOTINGS
 BX0878_STAMPING: X 237 1966
 BX0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0878
 BX0878  HISTORY     - Date     Condition        Report By
 BX0878  HISTORY     - 1966     MONUMENTED       CGS
 BX0878  HISTORY     - 19990424 GOOD             USPSQD
 BX0878
 BX0878                          STATION DESCRIPTION
 BX0878
 BX0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0878'IN POLAND.
 BX0878'AT POLAND, IN SECTION 9, T 2 N, R 2 E, AT THE HIGH SCHOOL AND GRAMMAR
 BX0878'SCHOOL, 59 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE GRAMMAR
 BX0878'SCHOOL, 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK ADDITION
 BX0878'ON THE WEST SIDE OF THE GYMNASIUM, 27 FEET SOUTH OF THE SOUTH FACE OF
 BX0878'THE GRAMMAR SCHOOL, 5 1/2 FEET NORTH OF THE NORTHEAST CORNER OF A
 BX0878'BUILDING WHICH WAS FORMERLY A PUMP HOUSE, SET IN THE CENTER OF THE TOP
 BX0878'OF THE MORE EASTERLY OF TWO CONCRETE FOOTINGS FOR AN ABANDONED WATER
 BX0878'TOWER, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE GROUND. NOTE-- DUE TO
 BX0878'BUILDING ADDITIONS TO THE POLAND HIGH SCHOOL, THIS MARK IS GOING TO BE
 BX0878'DESTROYED.
 BX0878
 BX0878                          STATION RECOVERY (1999)
 BX0878
 BX0878'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0879 ***********************************************************************
 BX0879  DESIGNATION -  X 237 RESET 1969
 BX0879  PID         -  BX0879
 BX0879  STATE/COUNTY-  LA/RAPIDES
 BX0879  USGS QUAD   -  LATANIER (1993)
 BX0879
 BX0879                         *CURRENT SURVEY CONTROL
 BX0879  ___________________________________________________________________
 BX0879* NAD 83(1986)-  31 10 01.     (N)    092 16 30.     (W)     SCALED    
 BX0879* NAVD 88     -        20.636  (meters)      67.70   (feet)  ADJUSTED  
 BX0879  ___________________________________________________________________
 BX0879  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BX0879  DYNAMIC HT  -          20.610 (meters)      67.62  (feet)  COMP
 BX0879  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 BX0879
 BX0879  VERT ORDER  -  FIRST     CLASS I
 BX0879
 BX0879.The horizontal coordinates were scaled from a topographic map and have
 BX0879.an estimated accuracy of +/- 6 seconds.
 BX0879
 BX0879.The orthometric height was determined by differential leveling
 BX0879.and adjusted by the National Geodetic Survey in February 1994..
 BX0879
 BX0879.The geoid height was determined by GEOID03.
 BX0879
 BX0879.The dynamic height is computed by dividing the NAVD 88
 BX0879.geopotential number by the normal gravity value computed on the
 BX0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0879.degrees latitude (g = 980.6199 gals.).
 BX0879
 BX0879.The modeled gravity was interpolated from observed gravity values.
 BX0879
 BX0879;                    North         East    Units  Estimated Accuracy
 BX0879;SPC LA N     -    73,970.    1,021,450.      MT  (+/- 180 meters Scaled)
 BX0879
 BX0879                          SUPERSEDED SURVEY CONTROL
 BX0879
 BX0879  NAVD 88 (06/15/91)   20.639  (m)           67.71   (f) UNKNOWN     1 1
 BX0879  NGVD 29 (??/??/??)   20.612  (m)           67.62   (f) ADJUSTED    1 1
 BX0879
 BX0879.Superseded values are not recommended for survey control.
 BX0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0879.See file dsdata.txt to determine how the superseded data were derived.
 BX0879
 BX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ690483(NAD 83)
 BX0879_MARKER: DB = BENCH MARK DISK
 BX0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0879_STAMPING: X 237 1966 RESET 1969
 BX0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0879+STABILITY: SURFACE MOTION
 BX0879
 BX0879  HISTORY     - Date     Condition        Report By
 BX0879  HISTORY     - 1969     MONUMENTED       CGS
 BX0879  HISTORY     - 1977     GOOD             NGS
 BX0879
 BX0879                          STATION DESCRIPTION
 BX0879
 BX0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX0879'IN POLAND.
 BX0879'AT POLAND, IN SECTION 9, T 2 N, R 2 E, AT THE HIGH SCHOOL AND GRAMMER
 BX0879'SCHOOL, 118 FEET SOUTHEAST OF THE FLAG POLE, 82 FEET SOUTH OF A
 BX0879'NATURAL GAS METER OR PUMP 55.4 FEET NORTH OF THE NORTH EDGE OF A
 BX0879'CATTLE GUARD AT THE ENTRANCE, 52 FEET WEST OF THE CENTERLINE OF A
 BX0879'BLACK TOP ROAD, 2.4 FEET NORTH OF A WITNESS SIGN ON FENCE POST AND 1
 BX0879'FOOT WEST OF A CHAIN LINK BOUNDARY FENCE.  IT IS SET IN THE TOP OF A
 BX0879'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 BX0879'SURFACE.
 BX0879
 BX0879                          STATION RECOVERY (1977)
 BX0879
 BX0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0846 ***********************************************************************
 BX0846  DESIGNATION -  X 238
 BX0846  PID         -  BX0846
 BX0846  STATE/COUNTY-  LA/AVOYELLES
 BX0846  USGS QUAD   -  EFFIE (1983)
 BX0846
 BX0846                         *CURRENT SURVEY CONTROL
 BX0846  ___________________________________________________________________
 BX0846* NAD 83(1986)-  31 09 59.     (N)    092 09 58.     (W)     SCALED    
 BX0846* NAVD 88     -        18.951  (meters)      62.18   (feet)  ADJUSTED  
 BX0846  ___________________________________________________________________
 BX0846  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BX0846  DYNAMIC HT  -          18.927 (meters)      62.10  (feet)  COMP
 BX0846  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 BX0846
 BX0846  VERT ORDER  -  FIRST     CLASS I
 BX0846
 BX0846.The horizontal coordinates were scaled from a topographic map and have
 BX0846.an estimated accuracy of +/- 6 seconds.
 BX0846
 BX0846.The orthometric height was determined by differential leveling
 BX0846.and adjusted by the National Geodetic Survey in February 1994..
 BX0846
 BX0846.The geoid height was determined by GEOID03.
 BX0846
 BX0846.The dynamic height is computed by dividing the NAVD 88
 BX0846.geopotential number by the normal gravity value computed on the
 BX0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0846.degrees latitude (g = 980.6199 gals.).
 BX0846
 BX0846.The modeled gravity was interpolated from observed gravity values.
 BX0846
 BX0846;                    North         East    Units  Estimated Accuracy
 BX0846;SPC LA N     -    73,940.    1,031,830.      MT  (+/- 180 meters Scaled)
 BX0846
 BX0846                          SUPERSEDED SURVEY CONTROL
 BX0846
 BX0846  NAVD 88 (06/15/91)   18.958  (m)           62.20   (f) UNKNOWN     1 1
 BX0846  NGVD 29 (??/??/??)   18.919  (m)           62.07   (f) ADJUSTED    1 1
 BX0846
 BX0846.Superseded values are not recommended for survey control.
 BX0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0846.See file dsdata.txt to determine how the superseded data were derived.
 BX0846
 BX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ794483(NAD 83)
 BX0846_MARKER: DB = BENCH MARK DISK
 BX0846_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0846_SP_SET: 126 FEET
 BX0846_STAMPING: X 238 1966
 BX0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0846
 BX0846  HISTORY     - Date     Condition        Report By
 BX0846  HISTORY     - 1966     MONUMENTED       CGS
 BX0846  HISTORY     - 1977     GOOD             NGS
 BX0846
 BX0846                          STATION DESCRIPTION
 BX0846
 BX0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0846'7.55 MI NE FROM ECHO.
 BX0846'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX0846'ECHO, THENCE 1.45 MILES NORTHEAST ALONG A PAVED ROAD, THENCE 4.0 MILES
 BX0846'NORTHEAST ALONG A GRAVELED ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF
 BX0846'A LEVEE, IN SECTION 9, T 2 N, R 3 E, 20 FEET NORTHWEST OF THE CENTER
 BX0846'LINE OF THE ROAD, 106 FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE,
 BX0846'104 FEET NORTH OF THE NORTHEAST CORNER OF A NARROW WOODEN BRIDGE OVER
 BX0846'CHOCTAW BAYOU, 58 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A POWER
 BX0846'POLE THAT IS BRACED BY 2 GUY WIRES, 20 FEET NORTHEAST OF THE CENTER OF
 BX0846'A WOODEN GATE, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.2 FEET WEST OF A
 BX0846'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 BX0846'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 126 FEET AND
 BX0846'IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 5 INCHES. NOTE--
 BX0846'THIS BENCH MARK IS 1.0 MILE NORTHWEST OF BENCH MARK P 238 WHICH IS
 BX0846'DESCRIBED FROM MARKSVILLE.
 BX0846
 BX0846                          STATION RECOVERY (1977)
 BX0846
 BX0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0066 ***********************************************************************
 BW0066  DESIGNATION -  X 239
 BW0066  PID         -  BW0066
 BW0066  STATE/COUNTY-  LA/AVOYELLES
 BW0066  USGS QUAD   -  MOREAUVILLE (1996)
 BW0066
 BW0066                         *CURRENT SURVEY CONTROL
 BW0066  ___________________________________________________________________
 BW0066* NAD 83(1986)-  31 02 46.     (N)    091 58 46.     (W)     SCALED    
 BW0066* NAVD 88     -        16.841  (meters)      55.25   (feet)  ADJUSTED  
 BW0066  ___________________________________________________________________
 BW0066  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW0066  DYNAMIC HT  -          16.820 (meters)      55.18  (feet)  COMP
 BW0066  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 BW0066
 BW0066  VERT ORDER  -  FIRST     CLASS I
 BW0066
 BW0066.The horizontal coordinates were scaled from a topographic map and have
 BW0066.an estimated accuracy of +/- 6 seconds.
 BW0066
 BW0066.The orthometric height was determined by differential leveling
 BW0066.and adjusted by the National Geodetic Survey in February 1994..
 BW0066
 BW0066.The geoid height was determined by GEOID03.
 BW0066
 BW0066.The dynamic height is computed by dividing the NAVD 88
 BW0066.geopotential number by the normal gravity value computed on the
 BW0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0066.degrees latitude (g = 980.6199 gals.).
 BW0066
 BW0066.The modeled gravity was interpolated from observed gravity values.
 BW0066
 BW0066;                    North         East    Units  Estimated Accuracy
 BW0066;SPC LA N     -    60,670.    1,049,690.      MT  (+/- 180 meters Scaled)
 BW0066
 BW0066                          SUPERSEDED SURVEY CONTROL
 BW0066
 BW0066  NAVD 88 (06/15/91)   16.862  (m)           55.32   (f) UNKNOWN     1 1
 BW0066  NGVD 29 (??/??/??)   16.821  (m)           55.19   (f) ADJUSTED    1 1
 BW0066
 BW0066.Superseded values are not recommended for survey control.
 BW0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0066.See file dsdata.txt to determine how the superseded data were derived.
 BW0066
 BW0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ973351(NAD 83)
 BW0066_MARKER: DB = BENCH MARK DISK
 BW0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0066_SP_SET: CULVERT
 BW0066_STAMPING: X 239 1966
 BW0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0066
 BW0066  HISTORY     - Date     Condition        Report By
 BW0066  HISTORY     - 1966     MONUMENTED       CGS
 BW0066  HISTORY     - 1977     GOOD             NGS
 BW0066  HISTORY     - 20041119 GOOD             USPSQD
 BW0066
 BW0066                          STATION DESCRIPTION
 BW0066
 BW0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0066'0.2 MI W FROM MOREAUVILLE.
 BW0066'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW0066'SOUTHERN RAILROAD STATION AT MOREAUVILLE, IN SECTION 20, T 1 N, R 5 E,
 BW0066'ABOUT 134 YARDS WEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY
 BW0066'451, 28 1/2 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1, SET IN
 BW0066'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT,
 BW0066'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW0066
 BW0066                          STATION RECOVERY (1977)
 BW0066
 BW0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0066'0.1 MILE WEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BW0066'HIGHWAYS 1 AND 451 AT MOREAUVILLE, ABOUT 135 YARDS WEST OF THE
 BW0066'STATE HIGHWAY 451, 28.5 FEET SOUTH OF THE CENTER LINE OF
 BW0066'HIGHWAY 1, SET IN THE TOP OF THE EAST END OF THE SOUTH
 BW0066'CONCRETE HEAD WALL OF A CULVERT.
 BW0066
 BW0066                          STATION RECOVERY (2004)
 BW0066
 BW0066'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BW0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1057 ***********************************************************************
 CP1057  DESIGNATION -  X 24
 CP1057  PID         -  CP1057
 CP1057  STATE/COUNTY-  LA/WEST CARROLL
 CP1057  USGS QUAD   -  PIONEER (1986)
 CP1057
 CP1057                         *CURRENT SURVEY CONTROL
 CP1057  ___________________________________________________________________
 CP1057* NAD 83(1986)-  32 44 53.     (N)    091 25 45.     (W)     SCALED    
 CP1057* NAVD 88     -        35.884  (meters)     117.73   (feet)  ADJUSTED  
 CP1057  ___________________________________________________________________
 CP1057  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CP1057  DYNAMIC HT  -          35.845 (meters)     117.60  (feet)  COMP
 CP1057  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 CP1057
 CP1057  VERT ORDER  -  SECOND    CLASS 0
 CP1057
 CP1057.The horizontal coordinates were scaled from a topographic map and have
 CP1057.an estimated accuracy of +/- 6 seconds.
 CP1057
 CP1057.The orthometric height was determined by differential leveling
 CP1057.and adjusted by the National Geodetic Survey in June 1991..
 CP1057
 CP1057.The geoid height was determined by GEOID03.
 CP1057
 CP1057.The dynamic height is computed by dividing the NAVD 88
 CP1057.geopotential number by the normal gravity value computed on the
 CP1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1057.degrees latitude (g = 980.6199 gals.).
 CP1057
 CP1057.The modeled gravity was interpolated from observed gravity values.
 CP1057
 CP1057;                    North         East    Units  Estimated Accuracy
 CP1057;SPC LA N     -   249,760.    1,100,360.      MT  (+/- 180 meters Scaled)
 CP1057
 CP1057                          SUPERSEDED SURVEY CONTROL
 CP1057
 CP1057  NGVD 29 (??/??/92)   35.946  (m)          117.93   (f) ADJ UNCH    2 0
 CP1057
 CP1057.Superseded values are not recommended for survey control.
 CP1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1057.See file dsdata.txt to determine how the superseded data were derived.
 CP1057
 CP1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS471244(NAD 83)
 CP1057_MARKER: DB = BENCH MARK DISK
 CP1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1057_STAMPING: X-2 1935
 CP1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1057+STABILITY: SURFACE MOTION
 CP1057
 CP1057  HISTORY     - Date     Condition        Report By
 CP1057  HISTORY     - 1935     MONUMENTED       CGS
 CP1057  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1057
 CP1057                          STATION DESCRIPTION
 CP1057
 CP1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1057'1.2 MI N FROM PIONEER.
 CP1057'1.2 MILES NORTH OF, ALONG M.P.R.R., FROM HIGH SCHOOL AT CROSSING OF
 CP1057'ST. HWY. 16.  ABOUT .6 MILE NORTH OF PIONEER R.R. DEPOT.  45.6 FEET
 CP1057'NORTHWEST OF CENTERLINE OF ST. HWY. 16.  38.5 FEET WEST OF CENTERLINE
 CP1057'OF MISSOURI PACIFIC R.R. TRACK.  6.1 FEET NORTH OF SECOND TELEGRAPH
 CP1057'POLE NORTH OF M.P. 473-20.  3 FEET SOUTHEAST OF CROSS FENCE.  TABLET
 CP1057'SET IN PRECAST CONCRETE POST.
 CP1057
 CP1057                          STATION RECOVERY (1982)
 CP1057
 CP1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1768 ***********************************************************************
 CP1768  DESIGNATION -  X 242
 CP1768  PID         -  CP1768
 CP1768  STATE/COUNTY-  LA/RICHLAND
 CP1768  USGS QUAD   -  RAYVILLE (1982)
 CP1768
 CP1768                         *CURRENT SURVEY CONTROL
 CP1768  ___________________________________________________________________
 CP1768* NAD 83(1986)-  32 29 05.     (N)    091 50 56.     (W)     SCALED    
 CP1768* NAVD 88     -        23.361  (meters)      76.64   (feet)  ADJUSTED  
 CP1768  ___________________________________________________________________
 CP1768  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CP1768  DYNAMIC HT  -          23.335 (meters)      76.56  (feet)  COMP
 CP1768  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CP1768
 CP1768  VERT ORDER  -  FIRST     CLASS I
 CP1768
 CP1768.The horizontal coordinates were scaled from a topographic map and have
 CP1768.an estimated accuracy of +/- 6 seconds.
 CP1768
 CP1768.The orthometric height was determined by differential leveling
 CP1768.and adjusted by the National Geodetic Survey in June 1991..
 CP1768
 CP1768.The geoid height was determined by GEOID03.
 CP1768
 CP1768.The dynamic height is computed by dividing the NAVD 88
 CP1768.geopotential number by the normal gravity value computed on the
 CP1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1768.degrees latitude (g = 980.6199 gals.).
 CP1768
 CP1768.The modeled gravity was interpolated from observed gravity values.
 CP1768
 CP1768;                    North         East    Units  Estimated Accuracy
 CP1768;SPC LA N     -   220,240.    1,061,200.      MT  (+/- 180 meters Scaled)
 CP1768
 CP1768                          SUPERSEDED SURVEY CONTROL
 CP1768
 CP1768  NGVD 29 (??/??/??)   23.396  (m)           76.76   (f) ADJUSTED    1 1
 CP1768
 CP1768.Superseded values are not recommended for survey control.
 CP1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1768.See file dsdata.txt to determine how the superseded data were derived.
 CP1768
 CP1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR081947(NAD 83)
 CP1768_MARKER: DB = BENCH MARK DISK
 CP1768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1768_SP_SET: ABUTMENT
 CP1768_STAMPING: X 242 1966
 CP1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1768
 CP1768  HISTORY     - Date     Condition        Report By
 CP1768  HISTORY     - 1966     MONUMENTED       CGS
 CP1768  HISTORY     - 1969     GOOD             NGS
 CP1768  HISTORY     - 1991     GOOD             USPSQD
 CP1768
 CP1768                          STATION DESCRIPTION
 CP1768
 CP1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1768'5.2 MI W FROM RAYVILLE.
 CP1768'5.2 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1768'AT RAYVILLE, IN SECTION 3, T 17 N, R 6 E, ABOUT 5 POLES WEST OF
 CP1768'MILEPOST 56, 94 FEET NORTH OF THE NORTH RAIL, 21 FEET SOUTH OF THE
 CP1768'CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE SOUTH END OF THE
 CP1768'EAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER STEEP BAYOU, ABOUT
 CP1768'LEVEL WITH THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 CP1768
 CP1768                          STATION RECOVERY (1969)
 CP1768
 CP1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1768'RECOVERED IN GOOD CONDITION.
 CP1768
 CP1768                          STATION RECOVERY (1991)
 CP1768
 CP1768'RECOVERY NOTE BY US POWER SQUADRON 1991 (JEJ)
 CP1768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1888 ***********************************************************************
 CP1888  DESIGNATION -  X 243
 CP1888  PID         -  CP1888
 CP1888  STATE/COUNTY-  LA/FRANKLIN
 CP1888  USGS QUAD   -  WINNSBORO (1983)
 CP1888
 CP1888                         *CURRENT SURVEY CONTROL
 CP1888  ___________________________________________________________________
 CP1888* NAD 83(1986)-  32 07 42.     (N)    091 44 29.     (W)     SCALED    
 CP1888* NAVD 88     -        20.51   (+/-2cm)      67.3    (feet)  VERTCON   
 CP1888  ___________________________________________________________________
 CP1888  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CP1888
 CP1888  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1888
 CP1888.The horizontal coordinates were scaled from a topographic map and have
 CP1888.an estimated accuracy of +/- 6 seconds.
 CP1888
 CP1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1888.The vertical order pertains to the NGVD 29 superseded value.
 CP1888
 CP1888.The geoid height was determined by GEOID03.
 CP1888
 CP1888;                    North         East    Units  Estimated Accuracy
 CP1888;SPC LA N     -   180,790.    1,071,580.      MT  (+/- 180 meters Scaled)
 CP1888
 CP1888                          SUPERSEDED SURVEY CONTROL
 CP1888
 CP1888  NGVD 29 (??/??/92)   20.528  (m)           67.35   (f) ADJ UNCH    1 2
 CP1888
 CP1888.Superseded values are not recommended for survey control.
 CP1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1888.See file dsdata.txt to determine how the superseded data were derived.
 CP1888
 CP1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR187553(NAD 83)
 CP1888_MARKER: DB = BENCH MARK DISK
 CP1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1888_SP_SET: CONCRETE POST
 CP1888_STAMPING: X 243 1966
 CP1888_MARK LOGO: CGS   
 CP1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1888+STABILITY: SURFACE MOTION
 CP1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1888+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1987
 CP1888
 CP1888  HISTORY     - Date     Condition        Report By
 CP1888  HISTORY     - 1966     MONUMENTED       CGS
 CP1888  HISTORY     - 1975     GOOD
 CP1888  HISTORY     - 19871105 GOOD             LADTD
 CP1888  HISTORY     - 20050318 GOOD             USPSQD
 CP1888
 CP1888                          STATION DESCRIPTION
 CP1888
 CP1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1888'3.7 MI SW FROM WINNSBORO.
 CP1888'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1888'WINNSBORO, THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREE, THENCE
 CP1888'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 15, THENCE 2.9 MILES SOUTHWEST
 CP1888'ALONG STATE HIGHWAY 4, IN SECTION 10, T 13 N, R 7 E, 40 FEET WEST OF
 CP1888'THE CENTER LINE OF THE HIGHWAY, 90 FEET SOUTH OF THE EXTENDED CENTER
 CP1888'LINE OF A ROAD LEADING EAST, 56 FEET SOUTH OF THE SOUTH END OF THE
 CP1888'WEST HEAD WALL OF A CONCRETE CULVERT, 31 FEET NORTH OF THE MORE
 CP1888'NORTHEASTERLY OF 2 LONE 24-INCH OAK TREES, 2 FEET SOUTH OF A CONCRETE
 CP1888'RIGHT-OF-WAY MARKER, 1 1/2 FEET EAST OF A FENCE, 1.0 FOOT SOUTH OF A
 CP1888'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 CP1888'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CP1888
 CP1888                          STATION RECOVERY (1975)
 CP1888
 CP1888'RECOVERED 1975
 CP1888'RECOVERED IN GOOD CONDITION.
 CP1888
 CP1888                          STATION RECOVERY (1987)
 CP1888
 CP1888'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 CP1888'THE STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) SOUTHWEST OF WINNSBORO,
 CP1888'IN SECTION 10, T 13 N, R 7 E.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 CP1888'TRANSPORTATION AND DEVELOPMENT.
 CP1888'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 15 IN
 CP1888'WINNSBORO GO SOUTHWEST FOR 4.7 KM (2.90 MI) ON STATE HIGHWAY 4 TO THE
 CP1888'MARK,  27.4 M (89.9 FT) SOUTH FROM THE EXTENDED CENTER OF A
 CP1888'ROAD LEADING EAST, 17.1 M (56.1 FT) SOUTH FROM THE SOUTH END OF THE
 CP1888'WEST HEADWALL OF A CONCRETE CULVERT, 12.2 M (40.0 FT) WEST FROM THE
 CP1888'CENTER OF THE HIGHWAY, 9.4 M (30.8 FT) NORTH FROM THE MORE NORTHEASTLY
 CP1888'OF 2 LONE 24-INCH OAK TREES, 0.6 M (2.0 FT) SOUTH FROM A RIGHT-OF-WAY
 CP1888'MARKER, 0.5 M (1.6 FT) EAST FROM A FENCE AND 0.3 M (1.0 FT) SOUTH FROM
 CP1888'A METAL WITNESS POST.  THE MARK IS PROJECTING 12.7 CM ABOVE THE GROUND
 CP1888'AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CP1888
 CP1888                          STATION RECOVERY (2005)
 CP1888
 CP1888'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1421 ***********************************************************************
 CP1421  DESIGNATION -  X 244
 CP1421  PID         -  CP1421
 CP1421  STATE/COUNTY-  LA/RICHLAND
 CP1421  USGS QUAD   -  DELHI (1986)
 CP1421
 CP1421                         *CURRENT SURVEY CONTROL
 CP1421  ___________________________________________________________________
 CP1421* NAD 83(1986)-  32 26 47.     (N)    091 29 32.     (W)     SCALED    
 CP1421* NAVD 88     -        29.08   (+/-2cm)      95.4    (feet)  VERTCON   
 CP1421  ___________________________________________________________________
 CP1421  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1421
 CP1421  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1421
 CP1421.The horizontal coordinates were scaled from a topographic map and have
 CP1421.an estimated accuracy of +/- 6 seconds.
 CP1421
 CP1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1421.The vertical order pertains to the NGVD 29 superseded value.
 CP1421
 CP1421.The geoid height was determined by GEOID03.
 CP1421
 CP1421;                    North         East    Units  Estimated Accuracy
 CP1421;SPC LA N     -   216,250.    1,094,760.      MT  (+/- 180 meters Scaled)
 CP1421
 CP1421                          SUPERSEDED SURVEY CONTROL
 CP1421
 CP1421  NGVD 29 (??/??/92)   29.105  (m)           95.49   (f) ADJ UNCH    1 2
 CP1421
 CP1421.Superseded values are not recommended for survey control.
 CP1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1421.See file dsdata.txt to determine how the superseded data were derived.
 CP1421
 CP1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR417909(NAD 83)
 CP1421_MARKER: DB = BENCH MARK DISK
 CP1421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1421_SP_SET: 40 FT.
 CP1421_STAMPING: X 244 1966
 CP1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1421
 CP1421  HISTORY     - Date     Condition        Report By
 CP1421  HISTORY     - 1966     MONUMENTED       CGS
 CP1421  HISTORY     - 1984     MARK NOT FOUND   USGS
 CP1421
 CP1421                          STATION DESCRIPTION
 CP1421
 CP1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1421'0.75 MI S FROM DELHI.
 CP1421'ABOUT 0.05 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1421'STATION AT DELHI, THENCE 0.7 MILE SOUTH ALONG STATE HIGHWAY 17, IN
 CP1421'SECTION 24, T 17 N, R 9 E, AT THE INTERSECTION OF THE HIGHWAY AND
 CP1421'SHARON STREET, 112 FEET WEST OF THE CENTER LINE OF THE HIGHWAY WHICH
 CP1421'IS ALSO BROADWAY STREET, 19 FEET NORTH OF THE CENTER LINE OF SHARON
 CP1421'STREET, 116 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 0.5
 CP1421'FOOT SOUTH OF A WOVEN WIRE FENCE, 0.7 FOOT WEST OF A METAL WITNESS
 CP1421'POST, ABOUT LEVEL WITH THE ROADS, A DISK ON THE TOP OF A 5/8-INCH
 CP1421'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED
 CP1421'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES.
 CP1421
 CP1421                          STATION RECOVERY (1984)
 CP1421
 CP1421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 CP1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1832 ***********************************************************************
 CP1832  DESIGNATION -  X 245
 CP1832  PID         -  CP1832
 CP1832  STATE/COUNTY-  LA/FRANKLIN
 CP1832  USGS QUAD   -  WINNSBORO (1983)
 CP1832
 CP1832                         *CURRENT SURVEY CONTROL
 CP1832  ___________________________________________________________________
 CP1832* NAD 83(1986)-  32 09 18.     (N)    091 42 11.     (W)     SCALED    
 CP1832* NAVD 88     -        22.68   (+/-2cm)      74.4    (feet)  VERTCON   
 CP1832  ___________________________________________________________________
 CP1832  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP1832
 CP1832  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1832
 CP1832.This mark is at Winnsboro Airport (F89)
 CP1832
 CP1832.The horizontal coordinates were scaled from a topographic map and have
 CP1832.an estimated accuracy of +/- 6 seconds.
 CP1832
 CP1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1832.The vertical order pertains to the NGVD 29 superseded value.
 CP1832
 CP1832.The geoid height was determined by GEOID03.
 CP1832
 CP1832;                    North         East    Units  Estimated Accuracy
 CP1832;SPC LA N     -   183,780.    1,075,170.      MT  (+/- 180 meters Scaled)
 CP1832
 CP1832                          SUPERSEDED SURVEY CONTROL
 CP1832
 CP1832  NGVD 29 (??/??/92)   22.696  (m)           74.46   (f) ADJ UNCH    1 2
 CP1832
 CP1832.Superseded values are not recommended for survey control.
 CP1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1832.See file dsdata.txt to determine how the superseded data were derived.
 CP1832
 CP1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR223583(NAD 83)
 CP1832_MARKER: DB = BENCH MARK DISK
 CP1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1832_STAMPING: X 245 1966
 CP1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1832+STABILITY: SURFACE MOTION
 CP1832
 CP1832  HISTORY     - Date     Condition        Report By
 CP1832  HISTORY     - 1966     MONUMENTED       CGS
 CP1832
 CP1832                          STATION DESCRIPTION
 CP1832
 CP1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1832'2.35 MI SE FROM WINNSBORO.
 CP1832'0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT WINNSBORO,
 CP1832'THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE 1.5 MILES
 CP1832'SOUTHEAST ALONG STATE HIGHWAY 15, THENCE 0.25 MILE NORTH ALONG LOOP
 CP1832'ROAD OR STATE HIGHWAYS 4 AND 864, THENCE 0.1 MILE EAST ALONG AN ACCESS
 CP1832'ROAD TO WINNSBORO MUNICIPAL AIRPORT, IN SECTION 36, T 14 N, R 7 E, 39
 CP1832'FEET SOUTH OF THE SOUTHWEST CORNER OF THE WEST HANGAR AT THE AIRPORT,
 CP1832'30 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE TO THE AIRPORT, 2 1/2
 CP1832'FEET EAST OF THE WEST END OF A FENCE, 0.5 FOOT NORTH OF A WIRE MESH
 CP1832'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1448 ***********************************************************************
 BW1448  DESIGNATION -  X 246
 BW1448  PID         -  BW1448
 BW1448  STATE/COUNTY-  LA/CATAHOULA
 BW1448  USGS QUAD   -  SICILY ISLAND (1983)
 BW1448
 BW1448                         *CURRENT SURVEY CONTROL
 BW1448  ___________________________________________________________________
 BW1448* NAD 83(1986)-  31 50 52.     (N)    091 38 10.     (W)     SCALED    
 BW1448* NAVD 88     -        17.10   (+/-2cm)      56.1    (feet)  VERTCON   
 BW1448  ___________________________________________________________________
 BW1448  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW1448
 BW1448  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1448
 BW1448.The horizontal coordinates were scaled from a topographic map and have
 BW1448.an estimated accuracy of +/- 6 seconds.
 BW1448
 BW1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1448.The vertical order pertains to the NGVD 29 superseded value.
 BW1448
 BW1448.The geoid height was determined by GEOID03.
 BW1448
 BW1448;                    North         East    Units  Estimated Accuracy
 BW1448;SPC LA N     -   149,760.    1,081,760.      MT  (+/- 180 meters Scaled)
 BW1448
 BW1448                          SUPERSEDED SURVEY CONTROL
 BW1448
 BW1448  NGVD 29 (??/??/92)   17.105  (m)           56.12   (f) ADJ UNCH    1 2
 BW1448
 BW1448.Superseded values are not recommended for survey control.
 BW1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1448.See file dsdata.txt to determine how the superseded data were derived.
 BW1448
 BW1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR290243(NAD 83)
 BW1448_MARKER: DB = BENCH MARK DISK
 BW1448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW1448_SP_SET: BRIDGE ABUTMENT
 BW1448_STAMPING: X 246 1966
 BW1448_MARK LOGO: CGS   
 BW1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1448+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 BW1448
 BW1448  HISTORY     - Date     Condition        Report By
 BW1448  HISTORY     - 1966     MONUMENTED       CGS
 BW1448  HISTORY     - 19870513 GOOD             USPSQD
 BW1448  HISTORY     - 19880225 GOOD             LADTD
 BW1448
 BW1448                          STATION DESCRIPTION
 BW1448
 BW1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1448'1.4 MI E FROM SICILY ISLAND.
 BW1448'ABOUT 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1448'POST OFFICE AT SICILY ISLAND, THENCE 1.3 MILES EAST ALONG STATE
 BW1448'HIGHWAY 15, IN SECTION 15, T 10 N, R 8 E, ABOUT 100 YARDS NORTH OF THE
 BW1448'WEST END OF THE MISSOURI PACIFIC RAILROAD TRESTLE OVER BILLYS BAYOU,
 BW1448'15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 BW1448'SOUTH THE WEST CONCRETE ABUTMENT OF A BRIDGE OVER BILLYS BAYOU, AND
 BW1448'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW1448
 BW1448                          STATION RECOVERY (1987)
 BW1448
 BW1448'RECOVERY NOTE BY US POWER SQUADRON 1987 (KRM)
 BW1448'RECOVERED IN GOOD CONDITION.
 BW1448
 BW1448                          STATION RECOVERY (1988)
 BW1448
 BW1448'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BW1448'THE MARK IS LOCATED 2.1 KM (1.30 MI) EAST OF SICILY ISLAND AND ABOUT
 BW1448'300 FEET NORTH FROM THE WEST END OF THE MISSOURI PACIFIC RAILROAD
 BW1448'TRESTLE OVER BILLYS BAYOU.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 BW1448'TRANSPORTATION AND DEVELOPMENT.
 BW1448'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 8
 BW1448'IN SICILY ISLAND GO EAST FOR 2.1 KM (1.30 MI) ON HIGHWAY 15 TO THE
 BW1448'MARK ON THE LEFT.
 BW1448'THE MARK IS 4.6 M (15.1 FT) SOUTH FROM THE CENTER OF THE HIGHWAY AND
 BW1448'1.5 M (4.9 FT) NORTH FROM THE SOUTH END OF THE BRIDGE ABUTMENT.  THE
 BW1448'MARK IS 0.91 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8208 ***********************************************************************
 AC8208  DESIGNATION -  X 247 RESET
 AC8208  PID         -  AC8208
 AC8208  STATE/COUNTY-  LA/FRANKLIN
 AC8208  USGS QUAD   -  GILBERT (1983)
 AC8208
 AC8208                         *CURRENT SURVEY CONTROL
 AC8208  ___________________________________________________________________
 AC8208* NAD 83(1986)-  32 00 26.     (N)    091 39 08.     (W)     SCALED    
 AC8208* NAVD 88     -        23.63   (+/-2cm)      77.5    (feet)  VERTCON   
 AC8208  ___________________________________________________________________
 AC8208  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AC8208
 AC8208  VERT ORDER  -  THIRD (See Below)
 AC8208
 AC8208.The horizontal coordinates were scaled from a topographic map and have
 AC8208.an estimated accuracy of +/- 6 seconds.
 AC8208
 AC8208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8208.The vertical order pertains to the NGVD 29 superseded value.
 AC8208
 AC8208.The geoid height was determined by GEOID03.
 AC8208
 AC8208;                    North         East    Units  Estimated Accuracy
 AC8208;SPC LA N     -   167,430.    1,080,100.      MT  (+/- 180 meters Scaled)
 AC8208
 AC8208                          SUPERSEDED SURVEY CONTROL
 AC8208
 AC8208  NGVD 29 (09/18/05)   23.64   (m)           77.6    (f) RESET       3  
 AC8208
 AC8208.Superseded values are not recommended for survey control.
 AC8208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8208.See file dsdata.txt to determine how the superseded data were derived.
 AC8208
 AC8208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR273420(NAD 83)
 AC8208_MARKER: DV = VERTICAL CONTROL DISK
 AC8208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8208_STAMPING: X 247 RESET 1989
 AC8208_MARK LOGO: NGS   
 AC8208_PROJECTION: FLUSH
 AC8208_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8208+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC8208_ROD/PIPE-DEPTH: 4.88 meters
 AC8208
 AC8208  HISTORY     - Date     Condition        Report By
 AC8208  HISTORY     - 1989     MONUMENTED       LADTD
 AC8208
 AC8208                          STATION DESCRIPTION
 AC8208
 AC8208'DESCRIBED BY LA TRANSP AND DEV 1989 (SLC)
 AC8208'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH OF GILBERT AND 3.2
 AC8208'KM (2.00 MI) NORTH OF WISNER.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8208'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE NORTH
 AC8208'JUNCTION OF STATE HIGHWAYS 15 AND 562 IN WISNER, GO NORTH FOR 2.6 KM
 AC8208'(1.60 MI) ON HIGHWAY 15 TO THE MARK ON THE RIGHT SET IN FRONT OF THE
 AC8208'NLU-FRANKLIN OFF-CAMPUS CLASS CENTER, 38.7 M (127.0 FT) NORTH FROM THE
 AC8208'CENTER OF THE SOUTH DRIVE TO THE OFF-CAMPUS CENTER, 20.1 M (65.9 FT)
 AC8208'SOUTHWEST FROM A 38.0 CM (15-IN) WATER OAK TREE, 16.5 M (54.1 FT) EAST
 AC8208'FROM THE PROPOSED CENTER OF THE NEW NORTH BOUND LANES OF HIGHWAY 15,
 AC8208'2.0 M (6.6 FT) NORTH FROM THE EXTENDED CENTER OF THE SOUTH ENTRANCE
 AC8208'WAY TO THE MAIN BUILDING OF THE OFF-CAMPUS CENTER AND 0.3 M (1.0 FT)
 AC8208'SOUTH FROM A FIBERGLASS WITNESS POST.  THE MARK IS FLUSH WITH THE
 AC8208'GROUND AND ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0026 ***********************************************************************
 BW0026  DESIGNATION -  X 248
 BW0026  PID         -  BW0026
 BW0026  STATE/COUNTY-  LA/CONCORDIA
 BW0026  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0026
 BW0026                         *CURRENT SURVEY CONTROL
 BW0026  ___________________________________________________________________
 BW0026* NAD 83(1986)-  31 00 46.     (N)    091 37 59.     (W)     SCALED    
 BW0026* NAVD 88     -        15.730  (meters)      51.61   (feet)  ADJUSTED  
 BW0026  ___________________________________________________________________
 BW0026  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW0026  DYNAMIC HT  -          15.711 (meters)      51.55  (feet)  COMP
 BW0026  MODELED GRAV-     979,390.0   (mgal)                       NAVD 88
 BW0026
 BW0026  VERT ORDER  -  FIRST     CLASS I
 BW0026
 BW0026.The horizontal coordinates were scaled from a topographic map and have
 BW0026.an estimated accuracy of +/- 6 seconds.
 BW0026
 BW0026.The orthometric height was determined by differential leveling
 BW0026.and adjusted by the National Geodetic Survey in February 1994..
 BW0026
 BW0026.The geoid height was determined by GEOID03.
 BW0026
 BW0026.The dynamic height is computed by dividing the NAVD 88
 BW0026.geopotential number by the normal gravity value computed on the
 BW0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0026.degrees latitude (g = 980.6199 gals.).
 BW0026
 BW0026.The modeled gravity was interpolated from observed gravity values.
 BW0026
 BW0026;                    North         East    Units  Estimated Accuracy
 BW0026;SPC LA N     -    57,190.    1,082,790.      MT  (+/- 180 meters Scaled)
 BW0026
 BW0026                          SUPERSEDED SURVEY CONTROL
 BW0026
 BW0026  NAVD 88 (06/15/91)   15.756  (m)           51.69   (f) UNKNOWN     1 1
 BW0026  NGVD 29 (??/??/??)   15.710  (m)           51.54   (f) ADJUSTED    1 1
 BW0026
 BW0026.Superseded values are not recommended for survey control.
 BW0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0026.See file dsdata.txt to determine how the superseded data were derived.
 BW0026
 BW0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ304318(NAD 83)
 BW0026_MARKER: DB = BENCH MARK DISK
 BW0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0026_STAMPING: X 248 1966
 BW0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0026+STABILITY: SURFACE MOTION
 BW0026
 BW0026  HISTORY     - Date     Condition        Report By
 BW0026  HISTORY     - 1966     MONUMENTED       CGS
 BW0026  HISTORY     - 1976     GOOD             NGS
 BW0026  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BW0026
 BW0026                          STATION DESCRIPTION
 BW0026
 BW0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0026'2.75 MI E FROM OLD RIVER LOCKS.
 BW0026'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT OLD
 BW0026'RIVER, IN SECTION 48, T 1 N, R 8 E, AT A POINT WHERE A DIRT RAMP LEADS
 BW0026'NORTH FROM THE HIGHWAY, 104 FEET NORTH OF THE CENTER LINE OF THE
 BW0026'HIGHWAY, 19 FEET SOUTH OF A 12-INCH OAK TREE BEARING A TRIANGULAR
 BW0026'BLAZE ON THE SOUTH SIDE, 17 FEET EAST OF A 27-INCH OAK TREE, 2.0 FEET
 BW0026'NORTH OF A METAL WITNESS POST, ABOUT 25 FEET BELOW THE LEVEL OF THE
 BW0026'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 BW0026
 BW0026                          STATION RECOVERY (1976)
 BW0026
 BW0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0026'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0026'HIGHWAY 418 AT TORRAS, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH,
 BW0026'104 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FT. EAST OF THE
 BW0026'CENTER LINE OF THE ROAD, 19 FT. SOUTH OF A 12 INCH OAK TREE, 17 FT.
 BW0026'EAST OF A 27 INCH OAK TREE, THE EDGES OF THE CONCRETE POST ARE CHIPPED
 BW0026'BUT THE MARK IS SOLID.
 BW0026
 BW0026                          STATION RECOVERY (2005)
 BW0026
 BW0026'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1525 ***********************************************************************
 BW1525  DESIGNATION -  X 250
 BW1525  PID         -  BW1525
 BW1525  STATE/COUNTY-  LA/CONCORDIA
 BW1525  USGS QUAD   -  FROGMORE (1994)
 BW1525
 BW1525                         *CURRENT SURVEY CONTROL
 BW1525  ___________________________________________________________________
 BW1525* NAD 83(1986)-  31 36 24.     (N)    091 42 44.     (W)     SCALED    
 BW1525* NAVD 88     -        17.30   (+/-2cm)      56.8    (feet)  VERTCON   
 BW1525  ___________________________________________________________________
 BW1525  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1525
 BW1525  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1525
 BW1525.The horizontal coordinates were scaled from a topographic map and have
 BW1525.an estimated accuracy of +/- 6 seconds.
 BW1525
 BW1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1525.The vertical order pertains to the NGVD 29 superseded value.
 BW1525
 BW1525.The geoid height was determined by GEOID03.
 BW1525
 BW1525;                    North         East    Units  Estimated Accuracy
 BW1525;SPC LA N     -   122,970.    1,074,750.      MT  (+/- 180 meters Scaled)
 BW1525
 BW1525                          SUPERSEDED SURVEY CONTROL
 BW1525
 BW1525  NGVD 29 (??/??/92)   17.292  (m)           56.73   (f) ADJ UNCH    1 2
 BW1525
 BW1525.Superseded values are not recommended for survey control.
 BW1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1525.See file dsdata.txt to determine how the superseded data were derived.
 BW1525
 BW1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ221975(NAD 83)
 BW1525_MARKER: DB = BENCH MARK DISK
 BW1525_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1525_SP_SET: 64 FT.
 BW1525_STAMPING: X 250 1966
 BW1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1525
 BW1525  HISTORY     - Date     Condition        Report By
 BW1525  HISTORY     - 1966     MONUMENTED       CGS
 BW1525
 BW1525                          STATION DESCRIPTION
 BW1525
 BW1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1525'6.35 MI E FROM JONESVILLE.
 BW1525'ABOUT 6.35 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END OF
 BW1525'A CONCRETE BRIDGE OVER THE BLACK RIVER AT JONESVILLE, IN SECTION 12, T
 BW1525'7 N, R 7 E, 124 FEET SOUTH AND ACROSS THE LOUISIANA MIDLAND RAILWAY
 BW1525'FROM THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTHWEST OF THE CENTER
 BW1525'OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 46 1/2 FEET SOUTH OF
 BW1525'THE SOUTH RAIL, 191 FEET EAST OF A POWER POLE WHICH IS BRACED BY A GUY
 BW1525'WIRE, 44.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 42
 BW1525'1/2 FEET NORTH OF A 14-INCH CHINABERRY TREE WHICH IS IN THE YARD, 1.9
 BW1525'FEET NORTH OF A YARD FENCE, 1.1 FEET SOUTHWEST OF A METAL WITNESS
 BW1525'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP
 BW1525'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 64 FEET
 BW1525'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0662 ***********************************************************************
 BW0662  DESIGNATION -  X 251
 BW0662  PID         -  BW0662
 BW0662  STATE/COUNTY-  LA/CONCORDIA
 BW0662  USGS QUAD   -  NATCHEZ (1976)
 BW0662
 BW0662                         *CURRENT SURVEY CONTROL
 BW0662  ___________________________________________________________________
 BW0662* NAD 83(1986)-  31 34 00.     (N)    091 25 41.     (W)     SCALED    
 BW0662* NAVD 88     -        18.523  (meters)      60.77   (feet)  ADJUSTED  
 BW0662  ___________________________________________________________________
 BW0662  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0662  DYNAMIC HT  -          18.500 (meters)      60.70  (feet)  COMP
 BW0662  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 BW0662
 BW0662  VERT ORDER  -  FIRST     CLASS II
 BW0662
 BW0662.The horizontal coordinates were scaled from a topographic map and have
 BW0662.an estimated accuracy of +/- 6 seconds.
 BW0662
 BW0662.The orthometric height was determined by differential leveling
 BW0662.and adjusted by the National Geodetic Survey in February 1994..
 BW0662
 BW0662.The geoid height was determined by GEOID03.
 BW0662
 BW0662.The dynamic height is computed by dividing the NAVD 88
 BW0662.geopotential number by the normal gravity value computed on the
 BW0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0662.degrees latitude (g = 980.6199 gals.).
 BW0662
 BW0662.The modeled gravity was interpolated from observed gravity values.
 BW0662
 BW0662;                    North         East    Units  Estimated Accuracy
 BW0662;SPC LA N     -   118,770.    1,101,760.      MT  (+/- 180 meters Scaled)
 BW0662
 BW0662                          SUPERSEDED SURVEY CONTROL
 BW0662
 BW0662  NAVD 88 (06/15/91)   18.541  (m)           60.83   (f) UNKNOWN     1 2
 BW0662  NGVD 29 (??/??/??)   18.521  (m)           60.76   (f) ADJUSTED    1 2
 BW0662
 BW0662.Superseded values are not recommended for survey control.
 BW0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0662.See file dsdata.txt to determine how the superseded data were derived.
 BW0662
 BW0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ491934(NAD 83)
 BW0662_MARKER: DB = BENCH MARK DISK
 BW0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0662_SP_SET: FOUNDATION
 BW0662_STAMPING: X 251 1966
 BW0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0662
 BW0662  HISTORY     - Date     Condition        Report By
 BW0662  HISTORY     - 1966     MONUMENTED       CGS
 BW0662  HISTORY     - 1979     GOOD             NGS
 BW0662  HISTORY     - 1983     GOOD             LADTD
 BW0662
 BW0662                          STATION DESCRIPTION
 BW0662
 BW0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0662'IN VIDALIA.
 BW0662'AT VIDALIA, ABOUT 141 YARDS EAST-SOUTHEAST OF THE COURTHOUSE, 26 FEET
 BW0662'SOUTH OF THE SOUTH CURB OF U.S. HIGHWAYS 65 AND 84, 64 FEET EAST OF
 BW0662'THE SOUTHEAST CORNER OF A 30-FOOT TALL BRICK PILLAR, 58 FEET WEST OF A
 BW0662'LIGHT POLE, 21 FEET SOUTHEAST OF A 12-INCH MAGNOLIA TREE, 15 1/2 FEET
 BW0662'SOUTH OF THE SOUTH EDGE OF A SIDEWALK, SET IN THE TOP OF THE SOUTH
 BW0662'SIDE OF A 4 X 4-FOOT CONCRETE FOUNDATION FOR A MANHOLE, 1 1/2 FEET
 BW0662'NORTH OF A WIRE MESH FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BW0662'HIGHWAY.
 BW0662
 BW0662                          STATION RECOVERY (1979)
 BW0662
 BW0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0662'NOTE, COURT HOUSE IS NOW BEING CHANGED TO COUNTY BUILDING, LIBRARY.
 BW0662
 BW0662                          STATION RECOVERY (1983)
 BW0662
 BW0662'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BW0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0946 ***********************************************************************
 BX0946  DESIGNATION -  X 252
 BX0946  PID         -  BX0946
 BX0946  STATE/COUNTY-  LA/RAPIDES
 BX0946  USGS QUAD   -  WOODWORTH EAST (1992)
 BX0946
 BX0946                         *CURRENT SURVEY CONTROL
 BX0946  ___________________________________________________________________
 BX0946* NAD 83(1986)-  31 08 17.     (N)    092 29 52.     (W)     SCALED    
 BX0946* NAVD 88     -        32.124  (meters)     105.39   (feet)  ADJUSTED  
 BX0946  ___________________________________________________________________
 BX0946  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BX0946  DYNAMIC HT  -          32.084 (meters)     105.26  (feet)  COMP
 BX0946  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 BX0946
 BX0946  VERT ORDER  -  FIRST     CLASS I
 BX0946
 BX0946.The horizontal coordinates were scaled from a topographic map and have
 BX0946.an estimated accuracy of +/- 6 seconds.
 BX0946
 BX0946.The orthometric height was determined by differential leveling
 BX0946.and adjusted by the National Geodetic Survey in February 1994..
 BX0946
 BX0946.The geoid height was determined by GEOID03.
 BX0946
 BX0946.The dynamic height is computed by dividing the NAVD 88
 BX0946.geopotential number by the normal gravity value computed on the
 BX0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0946.degrees latitude (g = 980.6199 gals.).
 BX0946
 BX0946.The modeled gravity was interpolated from observed gravity values.
 BX0946
 BX0946;                    North         East    Units  Estimated Accuracy
 BX0946;SPC LA N     -    70,750.    1,000,210.      MT  (+/- 180 meters Scaled)
 BX0946
 BX0946                          SUPERSEDED SURVEY CONTROL
 BX0946
 BX0946  NAVD 88 (06/15/91)   32.120  (m)          105.38   (f) UNKNOWN     1 1
 BX0946  NGVD 29 (??/??/??)   32.107  (m)          105.34   (f) ADJUSTED    1 1
 BX0946
 BX0946.Superseded values are not recommended for survey control.
 BX0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0946.See file dsdata.txt to determine how the superseded data were derived.
 BX0946
 BX0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ478450(NAD 83)
 BX0946_MARKER: DB = BENCH MARK DISK
 BX0946_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BX0946_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BX0946_STAMPING: X 252 1966
 BX0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX0946
 BX0946  HISTORY     - Date     Condition        Report By
 BX0946  HISTORY     - 1966     MONUMENTED       CGS
 BX0946  HISTORY     - 1970     GOOD             NGS
 BX0946  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0946
 BX0946                          STATION DESCRIPTION
 BX0946
 BX0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX0946'0.75 MI S FROM WOODWORTH.
 BX0946'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX0946'WOODWORTH, THENCE 0.6 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD,
 BX0946'0.25 MILE SOUTH OF A RAILROAD TRESTLE, 36 1/2 FEET WEST OF THE WEST
 BX0946'RAIL, 121 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 165, 26 FEET
 BX0946'NORTHEAST OF A 15-INCH OAK TREE, 10 1/2 FEET NORTH OF A TELEPHONE
 BX0946'POLE, 1.0 FOOT SOUTH OF A METAL LEVEL OF THE TRACK, AND SET IN THE TOP
 BX0946'OF A 5-INCH CAST IRON PIPE THAT IS FILLED WITH CONCRETE AND PROJECTS 2
 BX0946'INCHES ABOVE THE SURFACE OF THE GROUND.
 BX0946
 BX0946                          STATION RECOVERY (1999)
 BX0946
 BX0946'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0023 ***********************************************************************
 BW0023  DESIGNATION -  X 253
 BW0023  PID         -  BW0023
 BW0023  STATE/COUNTY-  LA/CONCORDIA
 BW0023  USGS QUAD   -  FORT ADAMS (1965)
 BW0023
 BW0023                         *CURRENT SURVEY CONTROL
 BW0023  ___________________________________________________________________
 BW0023* NAD 83(1986)-  31 01 47.     (N)    091 36 00.     (W)     SCALED    
 BW0023* NAVD 88     -        15.660  (meters)      51.38   (feet)  ADJUSTED  
 BW0023  ___________________________________________________________________
 BW0023  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW0023  DYNAMIC HT  -          15.640 (meters)      51.31  (feet)  COMP
 BW0023  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 BW0023
 BW0023  VERT ORDER  -  FIRST     CLASS I
 BW0023
 BW0023.The horizontal coordinates were scaled from a topographic map and have
 BW0023.an estimated accuracy of +/- 6 seconds.
 BW0023
 BW0023.The orthometric height was determined by differential leveling
 BW0023.and adjusted by the National Geodetic Survey in February 1994..
 BW0023
 BW0023.The geoid height was determined by GEOID03.
 BW0023
 BW0023.The dynamic height is computed by dividing the NAVD 88
 BW0023.geopotential number by the normal gravity value computed on the
 BW0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0023.degrees latitude (g = 980.6199 gals.).
 BW0023
 BW0023.The modeled gravity was interpolated from observed gravity values.
 BW0023
 BW0023;                    North         East    Units  Estimated Accuracy
 BW0023;SPC LA N     -    59,090.    1,085,930.      MT  (+/- 180 meters Scaled)
 BW0023
 BW0023                          SUPERSEDED SURVEY CONTROL
 BW0023
 BW0023  NAVD 88 (06/15/91)   15.685  (m)           51.46   (f) UNKNOWN     1 1
 BW0023  NGVD 29 (??/??/??)   15.638  (m)           51.31   (f) ADJUSTED    1 1
 BW0023
 BW0023.Superseded values are not recommended for survey control.
 BW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0023.See file dsdata.txt to determine how the superseded data were derived.
 BW0023
 BW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ336337(NAD 83)
 BW0023_MARKER: DB = BENCH MARK DISK
 BW0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0023_SP_SET: CONCRETE POST
 BW0023_STAMPING: X 253 1966
 BW0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0023+STABILITY: SURFACE MOTION
 BW0023
 BW0023  HISTORY     - Date     Condition        Report By
 BW0023  HISTORY     - 1966     MONUMENTED       CGS
 BW0023  HISTORY     - 1976     GOOD             NGS
 BW0023  HISTORY     - 1976     GOOD             NGS
 BW0023
 BW0023                          STATION DESCRIPTION
 BW0023
 BW0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0023'6.0 MI NE FROM TORRAS.
 BW0023'6.0 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0023'HIGHWAY 418 AT TORRAS, 0.4 MILE NORTHEAST OF A CATTLE GUARD, ON THE
 BW0023'INSIDE OF A CURVE, AT TWO TREES IN THE FENCE LINE, 90 FT. NORTHWEST OF
 BW0023'THE CENTER LINE OF THE HIGHWAY, 9 FT. SOUTHWEST OF A 25 INCH OAK TREE
 BW0023'8 FT. NORTHEAST OF A 24 INCH OAK TREE.
 BW0023
 BW0023                          STATION RECOVERY (1976)
 BW0023
 BW0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0023'6.0 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0023'HIGHWAY 418 AT TORRAS, 0.4 MILE NORTHEAST OF A CATTLE GUARD, ON THE
 BW0023'INSIDE OF A CURVE, AT TWO TREES IN THE FENCE LINE, 90 FT. NORTHWEST OF
 BW0023'THE CENTER LINE OF THE HIGHWAY, 9 FT. SOUTHWEST OF A 25 INCH OAK TREE
 BW0023'8 FT. NORTHEAST OF A 24 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1354 ***********************************************************************
 CP1354  DESIGNATION -  X 254
 CP1354  PID         -  CP1354
 CP1354  STATE/COUNTY-  LA/MADISON
 CP1354  USGS QUAD   -  TALLULAH (1994)
 CP1354
 CP1354                         *CURRENT SURVEY CONTROL
 CP1354  ___________________________________________________________________
 CP1354* NAD 83(1986)-  32 24 01.     (N)    091 10 16.     (W)     SCALED    
 CP1354* NAVD 88     -        25.554  (meters)      83.84   (feet)  ADJUSTED  
 CP1354  ___________________________________________________________________
 CP1354  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP1354  DYNAMIC HT  -          25.525 (meters)      83.74  (feet)  COMP
 CP1354  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CP1354
 CP1354  VERT ORDER  -  FIRST     CLASS I
 CP1354
 CP1354.The horizontal coordinates were scaled from a topographic map and have
 CP1354.an estimated accuracy of +/- 6 seconds.
 CP1354
 CP1354.The orthometric height was determined by differential leveling
 CP1354.and adjusted by the National Geodetic Survey in June 1991..
 CP1354
 CP1354.The geoid height was determined by GEOID03.
 CP1354
 CP1354.The dynamic height is computed by dividing the NAVD 88
 CP1354.geopotential number by the normal gravity value computed on the
 CP1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1354.degrees latitude (g = 980.6199 gals.).
 CP1354
 CP1354.The modeled gravity was interpolated from observed gravity values.
 CP1354
 CP1354;                    North         East    Units  Estimated Accuracy
 CP1354;SPC LA N     -   211,460.    1,125,010.      MT  (+/- 180 meters Scaled)
 CP1354
 CP1354                          SUPERSEDED SURVEY CONTROL
 CP1354
 CP1354  NGVD 29 (??/??/??)   25.558  (m)           83.85   (f) ADJUSTED    1 1
 CP1354
 CP1354.Superseded values are not recommended for survey control.
 CP1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1354.See file dsdata.txt to determine how the superseded data were derived.
 CP1354
 CP1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR720862(NAD 83)
 CP1354_MARKER: DB = BENCH MARK DISK
 CP1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1354_STAMPING: X 254 1968
 CP1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1354+STABILITY: SURFACE MOTION
 CP1354
 CP1354  HISTORY     - Date     Condition        Report By
 CP1354  HISTORY     - 1968     MONUMENTED       CGS
 CP1354
 CP1354                          STATION DESCRIPTION
 CP1354
 CP1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1354'1.05 MI E FROM TALLULAH.
 CP1354'1.05 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP1354'COURTHOUSE AT TALLULAH, IN SECTION 6, T 16 N, R 13 E, AT A CROSSING OF
 CP1354'THE RAILROAD AND A PRIVATE ROAD, 2 TELEPHONE POLES EAST OF MILEPOST
 CP1354'16, 34 FEET NORTH OF THE NORTH RAIL, 137 FEET EAST OF THE CENTER LINE
 CP1354'OF THE PRIVATE ROAD, 4 FEET WEST OF THE FIRST TELEPHONE POLE EAST OF
 CP1354'THE CROSSING, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET
 CP1354'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CP1354'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0063 ***********************************************************************
 CQ0063  DESIGNATION -  X 255
 CQ0063  PID         -  CQ0063
 CQ0063  STATE/COUNTY-  LA/OUACHITA
 CQ0063  USGS QUAD   -  CALHOUN (1994)
 CQ0063
 CQ0063                         *CURRENT SURVEY CONTROL
 CQ0063  ___________________________________________________________________
 CQ0063* NAD 83(1986)-  32 31 21.     (N)    092 19 13.     (W)     SCALED    
 CQ0063* NAVD 88     -        39.356  (meters)     129.12   (feet)  ADJUSTED  
 CQ0063  ___________________________________________________________________
 CQ0063  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ0063  DYNAMIC HT  -          39.312 (meters)     128.98  (feet)  COMP
 CQ0063  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CQ0063
 CQ0063  VERT ORDER  -  FIRST     CLASS I
 CQ0063
 CQ0063.The horizontal coordinates were scaled from a topographic map and have
 CQ0063.an estimated accuracy of +/- 6 seconds.
 CQ0063
 CQ0063.The orthometric height was determined by differential leveling
 CQ0063.and adjusted by the National Geodetic Survey in June 1991..
 CQ0063
 CQ0063.The geoid height was determined by GEOID03.
 CQ0063
 CQ0063.The dynamic height is computed by dividing the NAVD 88
 CQ0063.geopotential number by the normal gravity value computed on the
 CQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0063.degrees latitude (g = 980.6199 gals.).
 CQ0063
 CQ0063.The modeled gravity was interpolated from observed gravity values.
 CQ0063
 CQ0063;                    North         East    Units  Estimated Accuracy
 CQ0063;SPC LA N     -   224,260.    1,016,890.      MT  (+/- 180 meters Scaled)
 CQ0063
 CQ0063                          SUPERSEDED SURVEY CONTROL
 CQ0063
 CQ0063  NGVD 29 (??/??/??)   39.411  (m)          129.30   (f) ADJUSTED    1 1
 CQ0063
 CQ0063.Superseded values are not recommended for survey control.
 CQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0063.See file dsdata.txt to determine how the superseded data were derived.
 CQ0063
 CQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR638985(NAD 83)
 CQ0063_MARKER: DB = BENCH MARK DISK
 CQ0063_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ0063_SP_SET: 17 FEET
 CQ0063_STAMPING: X 255 1968
 CQ0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0063
 CQ0063  HISTORY     - Date     Condition        Report By
 CQ0063  HISTORY     - 1968     MONUMENTED       CGS
 CQ0063  HISTORY     - 1969     GOOD             CGS
 CQ0063  HISTORY     - 1990     GOOD             USPSQD
 CQ0063  HISTORY     - 1991     GOOD             USPSQD
 CQ0063
 CQ0063                          STATION DESCRIPTION
 CQ0063
 CQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0063'2.5 MI E FROM CALHOUN.
 CQ0063'ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0063'CALHOUN, IN SECTION 25, T 18 N, R 1 E, 0.55 MILE EAST OF THE EAST END
 CQ0063'OF THE HIGHWAY OVERPASS FOR INTERSTATE HIGHWAY 20, 112 YARDS EAST OF
 CQ0063'THE EAST END OF A CONCRETE HIGHWAY BRIDGE OVER BROWNLEE CREEK, 84 FEET
 CQ0063'NORTH OF THE CENTER LINE OF THE HIGHWAY, 126 FEET SOUTHWEST OF THE
 CQ0063'SOUTHWEST CORNER OF A HOUSE, 74 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CQ0063'OF A HOUSE, 47 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 13
 CQ0063'FEET WEST OF A POWER POLE, 27 FEET EAST OF A GAS METER, 0.9 FOOT NORTH
 CQ0063'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP
 CQ0063'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 17 FEET
 CQ0063'AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 1 INCH ABOVE
 CQ0063'THE SURFACE OF THE GROUND.
 CQ0063
 CQ0063                          STATION RECOVERY (1990)
 CQ0063
 CQ0063'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0063'RECOVERED IN GOOD CONDITION.
 CQ0063
 CQ0063                          STATION RECOVERY (1991)
 CQ0063
 CQ0063'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1239 ***********************************************************************
 CQ1239  DESIGNATION -  X 257
 CQ1239  PID         -  CQ1239
 CQ1239  STATE/COUNTY-  LA/WEBSTER
 CQ1239  USGS QUAD   -  DOYLINE (1981)
 CQ1239
 CQ1239                         *CURRENT SURVEY CONTROL
 CQ1239  ___________________________________________________________________
 CQ1239* NAD 83(1986)-  32 32 11.     (N)    093 26 02.     (W)     SCALED    
 CQ1239* NAVD 88     -        64.274  (meters)     210.87   (feet)  ADJUSTED  
 CQ1239  ___________________________________________________________________
 CQ1239  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ1239  DYNAMIC HT  -          64.202 (meters)     210.64  (feet)  COMP
 CQ1239  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 CQ1239
 CQ1239  VERT ORDER  -  FIRST     CLASS I
 CQ1239
 CQ1239.The horizontal coordinates were scaled from a topographic map and have
 CQ1239.an estimated accuracy of +/- 6 seconds.
 CQ1239
 CQ1239.The orthometric height was determined by differential leveling
 CQ1239.and adjusted by the National Geodetic Survey in June 1991..
 CQ1239
 CQ1239.The geoid height was determined by GEOID03.
 CQ1239
 CQ1239.The dynamic height is computed by dividing the NAVD 88
 CQ1239.geopotential number by the normal gravity value computed on the
 CQ1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1239.degrees latitude (g = 980.6199 gals.).
 CQ1239
 CQ1239.The modeled gravity was interpolated from observed gravity values.
 CQ1239
 CQ1239;                    North         East    Units  Estimated Accuracy
 CQ1239;SPC LA N     -   226,170.      912,280.      MT  (+/- 180 meters Scaled)
 CQ1239
 CQ1239                          SUPERSEDED SURVEY CONTROL
 CQ1239
 CQ1239  NGVD 29 (??/??/??)   64.350  (m)          211.12   (f) ADJUSTED    1 1
 CQ1239
 CQ1239.Superseded values are not recommended for survey control.
 CQ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1239.See file dsdata.txt to determine how the superseded data were derived.
 CQ1239
 CQ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR592999(NAD 83)
 CQ1239_MARKER: DB = BENCH MARK DISK
 CQ1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1239_SP_SET: CULVERT
 CQ1239_STAMPING: X 257 1969
 CQ1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1239+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 CQ1239
 CQ1239  HISTORY     - Date     Condition        Report By
 CQ1239  HISTORY     - 1969     MONUMENTED       CGS
 CQ1239  HISTORY     - 20000205 GOOD             USPSQD
 CQ1239  HISTORY     - 20021107 GOOD             USPSQD
 CQ1239
 CQ1239                          STATION DESCRIPTION
 CQ1239
 CQ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1239'1.65 MI W FROM DOYLINE.
 CQ1239'ABOUT 1.65 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1239'HIGH SCHOOL AT DOYLINE, 0.3 MILE EAST OF MILEPOST 150 AND THE
 CQ1239'WEBSTER-BOSSIER PARISH LINE, 167 FEET NORTH OF THE NORTH RAIL, 26 1/2
 CQ1239'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 164, SET IN THE TOP OF
 CQ1239'THE EAST END OF THE NORTH CONCRETE HEADWALL OF A SIX-CHANNEL CONCRETE
 CQ1239'CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CQ1239
 CQ1239                          STATION RECOVERY (2000)
 CQ1239
 CQ1239'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1239'RECOVERED IN GOOD CONDITION.
 CQ1239
 CQ1239                          STATION RECOVERY (2002)
 CQ1239
 CQ1239'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1292 ***********************************************************************
 CQ1292  DESIGNATION -  X 258
 CQ1292  PID         -  CQ1292
 CQ1292  STATE/COUNTY-  LA/BIENVILLE
 CQ1292  USGS QUAD   -  GIBSLAND (1986)
 CQ1292
 CQ1292                         *CURRENT SURVEY CONTROL
 CQ1292  ___________________________________________________________________
 CQ1292* NAD 83(1986)-  32 32 41.     (N)    093 02 19.     (W)     SCALED    
 CQ1292* NAVD 88     -        70.633  (meters)     231.74   (feet)  ADJUSTED  
 CQ1292  ___________________________________________________________________
 CQ1292  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ1292  DYNAMIC HT  -          70.554 (meters)     231.48  (feet)  COMP
 CQ1292  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CQ1292
 CQ1292  VERT ORDER  -  FIRST     CLASS I
 CQ1292
 CQ1292.The horizontal coordinates were scaled from a topographic map and have
 CQ1292.an estimated accuracy of +/- 6 seconds.
 CQ1292
 CQ1292.The orthometric height was determined by differential leveling
 CQ1292.and adjusted by the National Geodetic Survey in June 1991..
 CQ1292
 CQ1292.The geoid height was determined by GEOID03.
 CQ1292
 CQ1292.The dynamic height is computed by dividing the NAVD 88
 CQ1292.geopotential number by the normal gravity value computed on the
 CQ1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1292.degrees latitude (g = 980.6199 gals.).
 CQ1292
 CQ1292.The modeled gravity was interpolated from observed gravity values.
 CQ1292
 CQ1292;                    North         East    Units  Estimated Accuracy
 CQ1292;SPC LA N     -   226,840.      949,410.      MT  (+/- 180 meters Scaled)
 CQ1292
 CQ1292                          SUPERSEDED SURVEY CONTROL
 CQ1292
 CQ1292  NGVD 29 (??/??/??)   70.709  (m)          231.98   (f) ADJUSTED    1 1
 CQ1292
 CQ1292.Superseded values are not recommended for survey control.
 CQ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1292.See file dsdata.txt to determine how the superseded data were derived.
 CQ1292
 CQ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS963008(NAD 83)
 CQ1292_MARKER: DB = BENCH MARK DISK
 CQ1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1292_STAMPING: X 258 1969
 CQ1292_MARK LOGO: CGS   
 CQ1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1292+STABILITY: SURFACE MOTION
 CQ1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1292+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 CQ1292
 CQ1292  HISTORY     - Date     Condition        Report By
 CQ1292  HISTORY     - 1969     MONUMENTED       CGS
 CQ1292  HISTORY     - 1982     GOOD             USGS
 CQ1292  HISTORY     - 19950725 GOOD             LADTD
 CQ1292  HISTORY     - 20060726 GOOD             NGS
 CQ1292
 CQ1292                          STATION DESCRIPTION
 CQ1292
 CQ1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1292'0.8 MI E FROM GIBSLAND.
 CQ1292'ABOUT 0.8 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1292'STATION AT GIBSLAND, 0.4 MILE WEST OF MILEPOST 126, IN SECTION 13, T
 CQ1292'18N, R 6 W, 0.3 MILE WEST OF A CONCRETE HIGHWAY BRIDGE OVER BRINSONS
 CQ1292'CREEK, 69 FEET SOUTH OF THE SOUTH RAIL, 102 FEET SOUTHEAST OF THE
 CQ1292'CENTER OF THE CROSSING OF THE RAILROAD AND U.S. HIGHWAY 80, 80 OF THE
 CQ1292'CENTER OF THE CROSSING OF THE RAILROAD AND U.S. HIGHWAY 80, 80 FEET
 CQ1292'NORTHWEST OF THE MOST NORTHEASTERLY OF 3 OAK TREES, 77 1/2 FEET
 CQ1292'SOUTHEAST OF A SIGNAL CONTROL BOX, 24 FEET EAST OF THE CENTER OF A
 CQ1292'WOODEN GATE, 1 1/2 FEET NORTH OF A FENCE, 1.6 FEET SOUTH OF A METAL
 CQ1292'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 CQ1292'OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 CQ1292'GROUND.
 CQ1292
 CQ1292                          STATION RECOVERY (1982)
 CQ1292
 CQ1292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1292'NOTE: EXCEPT IT IS 120 FT. SOUTHEAST OF THE CENTER OF THE CROSSING OF
 CQ1292'THE RAILROAD AND U.S HWY. 80.
 CQ1292
 CQ1292                          STATION RECOVERY (1995)
 CQ1292
 CQ1292'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (TLH)
 CQ1292'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF GIBSLAND, 8.0 MI
 CQ1292'(12.9 KM) WEST OF ARCADIA AND 8.0 MI (12.9 KM) SOUTH OF ATHENS.
 CQ1292'OWNERSHIP--ILLINOIS CENTRAL RAILROAD. TO REACH THE STATION FROM THE
 CQ1292'WEST JUNCTION OF U.S.  HIGHWAY 80 AND STATE HIGHWAY 154 IN GIBSLAND,
 CQ1292'GO SOUTH FOR 0.10 MI (0.16 KM) ON HIGHWAYS 80 AND 154 TO THE JUNCTION
 CQ1292'WITH HIGHWAY 80 EAST, TURN LEFT AND GO EAST FOR 0.9 MI (1.4 KM) ON
 CQ1292'HIGHWAY 80 TO THE ILLINOIS CENTRAL RAILROAD CROSSING AND THE STATION
 CQ1292'SET ON THE RIGHT. THE STATION IS 120 FT (36.6 M) SOUTHEAST FROM THE
 CQ1292'CENTER OF THE CROSSING OF THE RAILROAD AND THE HIGHWAY, 80.0 FT (24.4
 CQ1292'M) NORTHWEST FROM THE MOST NORTHERLY OF 3 OAK TREES, 69.0 FT (21.0 M)
 CQ1292'SOUTH FROM THE SOUTH RAIL OF THE RAILROAD, 60.5 FT (18.4 M) SOUTHEAST
 CQ1292'FROM A RAILROAD SIGNAL CONTROL BOX, 24.0 FT (7.3 M) EAST FROM THE
 CQ1292'CENTER OF A CHAIN LINK GATE, 1.5 FT (0.5 M) NORTH FROM THE
 CQ1292'RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTH FROM A METAL WITNESS POST
 CQ1292'WITH SIGN ATTACHED, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE AND
 CQ1292'ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE TRACKS.
 CQ1292
 CQ1292                          STATION RECOVERY (2006)
 CQ1292
 CQ1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DJR)
 CQ1292'MARK FOUND IN GOOD CONDITION AND RECOVERED AS DESCRIBED WITH THE
 CQ1292'FOLLOWING ADDITIONAL REFERENCES.
 CQ1292' 
 CQ1292'51 FT. SE OF WOOD POLE WITH ELEC. METER FOR A RR SIGNAL HOUSE, 64 FT.
 CQ1292'EAST OF THE EAST GATE POST FOR A 14 FT. WIDE PIPE GATE, 80 FT. W OF A
 CQ1292'WOOD POWER POLE (NO. 1451/2) OWNED BY ENTERGY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1801 ***********************************************************************
 CQ1801  DESIGNATION -  X 259
 CQ1801  PID         -  CQ1801
 CQ1801  STATE/COUNTY-  LA/CADDO
 CQ1801  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1801
 CQ1801                         *CURRENT SURVEY CONTROL
 CQ1801  ___________________________________________________________________
 CQ1801* NAD 83(1986)-  32 24 13.     (N)    093 41 32.     (W)     SCALED    
 CQ1801* NAVD 88     -        48.836  (meters)     160.22   (feet)  ADJUSTED  
 CQ1801  ___________________________________________________________________
 CQ1801  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1801  DYNAMIC HT  -          48.781 (meters)     160.04  (feet)  COMP
 CQ1801  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 CQ1801
 CQ1801  VERT ORDER  -  FIRST     CLASS I
 CQ1801
 CQ1801.The horizontal coordinates were scaled from a topographic map and have
 CQ1801.an estimated accuracy of +/- 6 seconds.
 CQ1801
 CQ1801.The orthometric height was determined by differential leveling
 CQ1801.and adjusted by the National Geodetic Survey in February 1994..
 CQ1801
 CQ1801.The geoid height was determined by GEOID03.
 CQ1801
 CQ1801.The dynamic height is computed by dividing the NAVD 88
 CQ1801.geopotential number by the normal gravity value computed on the
 CQ1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1801.degrees latitude (g = 980.6199 gals.).
 CQ1801
 CQ1801.The modeled gravity was interpolated from observed gravity values.
 CQ1801
 CQ1801;                    North         East    Units  Estimated Accuracy
 CQ1801;SPC LA N     -   211,680.      887,850.      MT  (+/- 180 meters Scaled)
 CQ1801
 CQ1801                          SUPERSEDED SURVEY CONTROL
 CQ1801
 CQ1801  NAVD 88 (06/15/91)   48.839  (m)          160.23   (f) UNKNOWN     1 1
 CQ1801  NGVD 29 (??/??/??)   48.903  (m)          160.44   (f) ADJUSTED    1 1
 CQ1801
 CQ1801.Superseded values are not recommended for survey control.
 CQ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1801.See file dsdata.txt to determine how the superseded data were derived.
 CQ1801
 CQ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR349853(NAD 83)
 CQ1801_MARKER: DB = BENCH MARK DISK
 CQ1801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1801_SP_SET: CULVERT
 CQ1801_STAMPING: X 259 1969
 CQ1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1801
 CQ1801  HISTORY     - Date     Condition        Report By
 CQ1801  HISTORY     - 1969     MONUMENTED       CGS
 CQ1801  HISTORY     - 1977     GOOD             NGS
 CQ1801  HISTORY     - 1981     GOOD             LOCENG
 CQ1801  HISTORY     - 1985     GOOD             USPSQD
 CQ1801  HISTORY     - 1987     GOOD             USPSQD
 CQ1801  HISTORY     - 1989     GOOD             USPSQD
 CQ1801  HISTORY     - 19991016 GOOD             USPSQD
 CQ1801
 CQ1801                          STATION DESCRIPTION
 CQ1801
 CQ1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1801'3.95 MI SE FROM SHREVEPORT.
 CQ1801'ABOUT 3.95 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1801'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 3, T
 CQ1801'16 N, R 13W, 0.15 MILE NORTHWEST OF THE INTERSECTION OF THE HIGHWAY
 CQ1801'AND STATE HIGHWAY 526, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CQ1801'SOUTHWEST LANE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 CQ1801'SOUTHWEST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 41 1/2 FEET
 CQ1801'EAST OF POWER POLE NUMBER 49 WHICH IS BRACED BY A GUY WIRE, AND ABOUT
 CQ1801'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CQ1801
 CQ1801                          STATION RECOVERY (1977)
 CQ1801
 CQ1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1801'RECOVERED IN GOOD CONDITION.
 CQ1801
 CQ1801                          STATION RECOVERY (1981)
 CQ1801
 CQ1801'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 CQ1801'RECOVERED IN GOOD CONDITION.
 CQ1801
 CQ1801                          STATION RECOVERY (1985)
 CQ1801
 CQ1801'RECOVERY NOTE BY US POWER SQUADRON 1985
 CQ1801'SOUTHFIELD STATION POST OFFICE AT SHREVEPORT HAS BEEN RELOCATED 0.2
 CQ1801'MILES SOUTH OF IT'S POSITION WHEN DESCRIPTION WAS WRITTEN. POWER POLE
 CQ1801'49 HAS BEEN RENUMBERED TO READ 96.
 CQ1801
 CQ1801                          STATION RECOVERY (1987)
 CQ1801
 CQ1801'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1801'RECOVERED IN GOOD CONDITION.
 CQ1801
 CQ1801                          STATION RECOVERY (1989)
 CQ1801
 CQ1801'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1801'RECOVERED IN GOOD CONDITION.
 CQ1801
 CQ1801                          STATION RECOVERY (1999)
 CQ1801
 CQ1801'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1466 ***********************************************************************
 CQ1466  DESIGNATION -  X 260
 CQ1466  PID         -  CQ1466
 CQ1466  STATE/COUNTY-  LA/RED RIVER
 CQ1466  USGS QUAD   -  EAST POINT (1979)
 CQ1466
 CQ1466                         *CURRENT SURVEY CONTROL
 CQ1466  ___________________________________________________________________
 CQ1466* NAD 83(1986)-  32 13 07.     (N)    093 28 55.     (W)     SCALED    
 CQ1466* NAVD 88     -        43.109  (meters)     141.43   (feet)  ADJUSTED  
 CQ1466  ___________________________________________________________________
 CQ1466  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1466  DYNAMIC HT  -          43.059 (meters)     141.27  (feet)  COMP
 CQ1466  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CQ1466
 CQ1466  VERT ORDER  -  FIRST     CLASS I
 CQ1466
 CQ1466.The horizontal coordinates were scaled from a topographic map and have
 CQ1466.an estimated accuracy of +/- 6 seconds.
 CQ1466
 CQ1466.The orthometric height was determined by differential leveling
 CQ1466.and adjusted by the National Geodetic Survey in February 1994..
 CQ1466
 CQ1466.The geoid height was determined by GEOID03.
 CQ1466
 CQ1466.The dynamic height is computed by dividing the NAVD 88
 CQ1466.geopotential number by the normal gravity value computed on the
 CQ1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1466.degrees latitude (g = 980.6199 gals.).
 CQ1466
 CQ1466.The modeled gravity was interpolated from observed gravity values.
 CQ1466
 CQ1466;                    North         East    Units  Estimated Accuracy
 CQ1466;SPC LA N     -   190,970.      907,440.      MT  (+/- 180 meters Scaled)
 CQ1466
 CQ1466                          SUPERSEDED SURVEY CONTROL
 CQ1466
 CQ1466  NAVD 88 (06/15/91)   43.108  (m)          141.43   (f) UNKNOWN     1 1
 CQ1466  NGVD 29 (??/??/??)   43.159  (m)          141.60   (f) ADJUSTED    1 1
 CQ1466
 CQ1466.Superseded values are not recommended for survey control.
 CQ1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1466.See file dsdata.txt to determine how the superseded data were derived.
 CQ1466
 CQ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR545647(NAD 83)
 CQ1466_MARKER: DB = BENCH MARK DISK
 CQ1466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1466_SP_SET: 85 FEET
 CQ1466_STAMPING: X 260 1969
 CQ1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1466
 CQ1466  HISTORY     - Date     Condition        Report By
 CQ1466  HISTORY     - 1969     MONUMENTED       CGS
 CQ1466  HISTORY     - 1977     GOOD             NGS
 CQ1466  HISTORY     - 1987     GOOD             USPSQD
 CQ1466
 CQ1466                          STATION DESCRIPTION
 CQ1466
 CQ1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1466'19.75 MI NW FROM COUSHATTA.
 CQ1466'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1466'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1466'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 9.2 MILES NORTH
 CQ1466'ALONG STATE HIGHWAY 1, IN SECTION 10, T 14 N, R 11 W, 123 1/2 FEET
 CQ1466'WEST AND ACROSS THE TEXAS AND PACIFIC RAILROAD FROM THE CENTER LINE OF
 CQ1466'THE HIGHWAY, 45 1/2 FEET WEST OF THE WEST RAIL, 54 1/2 FEET NORTHWEST
 CQ1466'OF TELEPHONE POLE NUMBER 10347, 15 1/2 FEET NORTH OF THE CENTER LINE
 CQ1466'OF A TRAIL ROAD, 1 1/2 FEET EAST OF A FENCE, 0.9 FOOT WEST OF A METAL
 CQ1466'WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 CQ1466'THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 85 FEET
 CQ1466'AND IS ENCASED IN A 6-INCH IRON PIPE THAT PROJECTS 6 INCHES ABOVE THE
 CQ1466'SURFACE OF THE GROUND.
 CQ1466
 CQ1466                          STATION RECOVERY (1977)
 CQ1466
 CQ1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1466'RECOVERED IN GOOD CONDITION.
 CQ1466
 CQ1466                          STATION RECOVERY (1987)
 CQ1466
 CQ1466'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8215 ***********************************************************************
 AC8215  DESIGNATION -  X 261 RESET
 AC8215  PID         -  AC8215
 AC8215  STATE/COUNTY-  LA/RED RIVER
 AC8215  USGS QUAD   -  COUSHATTA (1979)
 AC8215
 AC8215                         *CURRENT SURVEY CONTROL
 AC8215  ___________________________________________________________________
 AC8215* NAD 83(1986)-  32 00 39.     (N)    093 21 25.     (W)     SCALED    
 AC8215* NAVD 88     -        45.39   (meters)     148.9    (feet)  RESET     
 AC8215  ___________________________________________________________________
 AC8215  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AC8215
 AC8215  VERT ORDER  -  THIRD
 AC8215
 AC8215.The horizontal coordinates were scaled from a topographic map and have
 AC8215.an estimated accuracy of +/- 6 seconds.
 AC8215
 AC8215.The orthometric height was computed from unverified reset data.
 AC8215
 AC8215.The geoid height was determined by GEOID03.
 AC8215
 AC8215;                    North         East    Units  Estimated Accuracy
 AC8215;SPC LA N     -   167,830.      919,040.      MT  (+/- 180 meters Scaled)
 AC8215
 AC8215                          SUPERSEDED SURVEY CONTROL
 AC8215
 AC8215.No superseded survey control is available for this station.
 AC8215
 AC8215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR662416(NAD 83)
 AC8215_MARKER: DV = VERTICAL CONTROL DISK
 AC8215_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8215_SP_SET: BRIDGE ABUTMENT
 AC8215_STAMPING: X 261 RESET 1990
 AC8215_MARK LOGO: NGS   
 AC8215_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8215+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8215
 AC8215  HISTORY     - Date     Condition        Report By
 AC8215  HISTORY     - 1990     MONUMENTED       LADTD
 AC8215
 AC8215                          STATION DESCRIPTION
 AC8215
 AC8215'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8215'THE STATION IS LOCATED IN THE WEST END OF THE U.S.  HIGHWAY 84 BRIDGE
 AC8215'OVER THE RED RIVER AT COUSHATTA, SET IN THE SOUTHWEST BRIDGE ABUTMENT,
 AC8215'7.6 M (24.9 FT) SOUTH FROM THE CENTER OF THE BRIDGE HIGHWAY AND 0.3 M
 AC8215'(1.0 FT) NORTH FROM THE SOUTH END OF THE ABUTMENT. THE MARK IS FLUSH
 AC8215'WITH THE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1119 ***********************************************************************
 BX1119  DESIGNATION -  X 262
 BX1119  PID         -  BX1119
 BX1119  STATE/COUNTY-  LA/RAPIDES
 BX1119  USGS QUAD   -  WOODWORTH WEST (1993)
 BX1119
 BX1119                         *CURRENT SURVEY CONTROL
 BX1119  ___________________________________________________________________
 BX1119* NAD 83(1986)-  31 07 43.     (N)    092 30 03.     (W)     SCALED    
 BX1119* NAVD 88     -        43.671  (meters)     143.28   (feet)  ADJUSTED  
 BX1119  ___________________________________________________________________
 BX1119  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BX1119  DYNAMIC HT  -          43.617 (meters)     143.10  (feet)  COMP
 BX1119  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 BX1119
 BX1119  VERT ORDER  -  FIRST     CLASS I
 BX1119
 BX1119.The horizontal coordinates were scaled from a topographic map and have
 BX1119.an estimated accuracy of +/- 6 seconds.
 BX1119
 BX1119.The orthometric height was determined by differential leveling
 BX1119.and adjusted by the National Geodetic Survey in February 1994..
 BX1119
 BX1119.The geoid height was determined by GEOID03.
 BX1119
 BX1119.The dynamic height is computed by dividing the NAVD 88
 BX1119.geopotential number by the normal gravity value computed on the
 BX1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1119.degrees latitude (g = 980.6199 gals.).
 BX1119
 BX1119.The modeled gravity was interpolated from observed gravity values.
 BX1119
 BX1119;                    North         East    Units  Estimated Accuracy
 BX1119;SPC LA N     -    69,700.      999,920.      MT  (+/- 180 meters Scaled)
 BX1119
 BX1119                          SUPERSEDED SURVEY CONTROL
 BX1119
 BX1119  NAVD 88 (06/15/91)   43.668  (m)          143.27   (f) UNKNOWN     1 1
 BX1119  NGVD 29 (??/??/??)   43.654  (m)          143.22   (f) ADJUSTED    1 1
 BX1119
 BX1119.Superseded values are not recommended for survey control.
 BX1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1119.See file dsdata.txt to determine how the superseded data were derived.
 BX1119
 BX1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ475439(NAD 83)
 BX1119_MARKER: DB = BENCH MARK DISK
 BX1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1119_SP_SET: FOOTING
 BX1119_STAMPING: X 262 1969
 BX1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1119
 BX1119  HISTORY     - Date     Condition        Report By
 BX1119  HISTORY     - 1969     MONUMENTED       CGS
 BX1119  HISTORY     - 1970     GOOD             NGS
 BX1119  HISTORY     - 19990424 GOOD             USPSQD
 BX1119
 BX1119                          STATION DESCRIPTION
 BX1119
 BX1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1119'1.6 MI S FROM WOODWORTH.
 BX1119'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX1119'WOODWORTH, THENCE 1.35 MILES SOUTH ALONG THE MISSOURI PACIFIC
 BX1119'RAILROAD, THENCE 0.1 MILE EAST AND ACROSS THE RUNWAY FOR THE WOODWORTH
 BX1119'AIRPORT, SET IN THE TOP OF THE CONCRETE FOOTING FOR THE SOUTH BEAM
 BX1119'SUPPORT OF THE HANGAR DOOR TRACK, 9.5 FEET SOUTH OF THE SOUTHWEST
 BX1119'CORNER OF THE HANGAR, AND ABOUT LEVEL WITH THE PARKING APRON AT THE
 BX1119'FRONT OF THE HANGAR.
 BX1119
 BX1119                          STATION RECOVERY (1999)
 BX1119
 BX1119'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1332 ***********************************************************************
 BX1332  DESIGNATION -  X 263
 BX1332  PID         -  BX1332
 BX1332  STATE/COUNTY-  LA/WINN
 BX1332  USGS QUAD   -  MONTGOMERY (1993)
 BX1332
 BX1332                         *CURRENT SURVEY CONTROL
 BX1332  ___________________________________________________________________
 BX1332* NAD 83(1986)-  31 44 38.     (N)    092 55 53.     (W)     SCALED    
 BX1332* NAVD 88     -        43.67   (+/-2cm)     143.3    (feet)  VERTCON   
 BX1332  ___________________________________________________________________
 BX1332  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1332
 BX1332  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1332
 BX1332.The horizontal coordinates were scaled from a topographic map and have
 BX1332.an estimated accuracy of +/- 6 seconds.
 BX1332
 BX1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1332.The vertical order pertains to the NGVD 29 superseded value.
 BX1332
 BX1332.The geoid height was determined by GEOID03.
 BX1332
 BX1332;                    North         East    Units  Estimated Accuracy
 BX1332;SPC LA N     -   138,000.      959,130.      MT  (+/- 180 meters Scaled)
 BX1332
 BX1332                          SUPERSEDED SURVEY CONTROL
 BX1332
 BX1332  NGVD 29 (??/??/??)   43.695  (m)          143.36   (f) ADJUSTED    1 1
 BX1332
 BX1332.Superseded values are not recommended for survey control.
 BX1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1332.See file dsdata.txt to determine how the superseded data were derived.
 BX1332
 BX1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR064120(NAD 83)
 BX1332_MARKER: DB = BENCH MARK DISK
 BX1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1332_SP_SET: CULVERT
 BX1332_STAMPING: X 263 1969
 BX1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1332
 BX1332  HISTORY     - Date     Condition        Report By
 BX1332  HISTORY     - 1969     MONUMENTED       CGS
 BX1332  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1332
 BX1332                          STATION DESCRIPTION
 BX1332
 BX1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1332'5.95 MI NW FROM MONTGOMERY.
 BX1332'ABOUT 5.95 MILES NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE
 BX1332'INTERSECTION OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY,
 BX1332'IN SECTION 24, T 9 N, R 6 W, 41 FEET NORTHEAST OF THE CENTER LINE OF
 BX1332'THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 BX1332'CONCRETE HEADWALL OF A CONCRETE CULVERT, 3 1/2 FEET SOUTHWEST OF A
 BX1332'FENCE, 3.7 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 6 FEET BELOW
 BX1332'THE LEVEL OF THE HIGHWAY.
 BX1332
 BX1332                          STATION RECOVERY (2001)
 BX1332
 BX1332'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BX1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1327 ***********************************************************************
 BX1327  DESIGNATION -  X 264
 BX1327  PID         -  BX1327
 BX1327  STATE/COUNTY-  LA/NATCHITOCHES
 BX1327  USGS QUAD   -  ST MAURICE (1993)
 BX1327
 BX1327                         *CURRENT SURVEY CONTROL
 BX1327  ___________________________________________________________________
 BX1327* NAD 83(1986)-  31 46 33.     (N)    092 59 46.     (W)     SCALED    
 BX1327* NAVD 88     -        33.13   (+/-2cm)     108.7    (feet)  VERTCON   
 BX1327  ___________________________________________________________________
 BX1327  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1327
 BX1327  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1327
 BX1327.The horizontal coordinates were scaled from a topographic map and have
 BX1327.an estimated accuracy of +/- 6 seconds.
 BX1327
 BX1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1327.The vertical order pertains to the NGVD 29 superseded value.
 BX1327
 BX1327.The geoid height was determined by GEOID03.
 BX1327
 BX1327;                    North         East    Units  Estimated Accuracy
 BX1327;SPC LA N     -   141,570.      953,010.      MT  (+/- 180 meters Scaled)
 BX1327
 BX1327                          SUPERSEDED SURVEY CONTROL
 BX1327
 BX1327  NGVD 29 (??/??/??)   33.167  (m)          108.82   (f) ADJUSTED    1 1
 BX1327
 BX1327.Superseded values are not recommended for survey control.
 BX1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1327.See file dsdata.txt to determine how the superseded data were derived.
 BX1327
 BX1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR003155(NAD 83)
 BX1327_MARKER: DB = BENCH MARK DISK
 BX1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1327_SP_SET: CULVERT
 BX1327_STAMPING: X 264 1969
 BX1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1327
 BX1327  HISTORY     - Date     Condition        Report By
 BX1327  HISTORY     - 1969     MONUMENTED       CGS
 BX1327  HISTORY     - 1987     GOOD             USPSQD
 BX1327  HISTORY     - 20010922 GOOD             USPSQD
 BX1327  HISTORY     - 20060610 MARK NOT FOUND   USPSQD
 BX1327
 BX1327                          STATION DESCRIPTION
 BX1327
 BX1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1327'3.75 MI SE FROM CLARENCE.
 BX1327'ABOUT 3.75 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE JUNCTION OF
 BX1327'U. S. HIGHWAYS 71 AND 84 AT CLARENCE, IN SECTION 8, T 9 N, R 6 W, 38
 BX1327'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTHEAST OF THE
 BX1327'NORTHEAST RAIL OF THE KANSAS CITY SOUTHERN RAILWAY, ABOUT MIDWAY
 BX1327'BETWEEN THE CROSSINGS OF THE RAILROAD AND TWO ROADS, SET IN THE CENTER
 BX1327'OF THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT
 BX1327'THAT IS DATED 1956 AND IS UNDER THE HIGHWAY, 2.1 FEET SOUTHEAST OF A
 BX1327'METAL WITNESS POST, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BX1327
 BX1327                          STATION RECOVERY (1987)
 BX1327
 BX1327'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1327'RECOVERED IN GOOD CONDITION.
 BX1327
 BX1327                          STATION RECOVERY (2001)
 BX1327
 BX1327'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1327'RECOVERED IN GOOD CONDITION.
 BX1327
 BX1327                          STATION RECOVERY (2006)
 BX1327
 BX1327'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BX1327'NO WITNESS POST.  PART OF HEADWALL KNOCKED OFF BY BRUSH HOG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1096 ***********************************************************************
 BK1096  DESIGNATION -  X 265
 BK1096  PID         -  BK1096
 BK1096  STATE/COUNTY-  LA/ALLEN
 BK1096  USGS QUAD   -  OBERLIN (1994)
 BK1096
 BK1096                         *CURRENT SURVEY CONTROL
 BK1096  ___________________________________________________________________
 BK1096* NAD 83(1986)-  30 37 22.     (N)    092 45 38.     (W)     SCALED    
 BK1096* NAVD 88     -        21.374  (meters)      70.12   (feet)  ADJUSTED  
 BK1096  ___________________________________________________________________
 BK1096  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1096  DYNAMIC HT  -          21.346 (meters)      70.03  (feet)  COMP
 BK1096  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 BK1096
 BK1096  VERT ORDER  -  FIRST     CLASS I
 BK1096
 BK1096.The horizontal coordinates were scaled from a topographic map and have
 BK1096.an estimated accuracy of +/- 6 seconds.
 BK1096
 BK1096.The orthometric height was determined by differential leveling
 BK1096.and adjusted by the National Geodetic Survey in February 1994..
 BK1096
 BK1096.The geoid height was determined by GEOID03.
 BK1096
 BK1096.The dynamic height is computed by dividing the NAVD 88
 BK1096.geopotential number by the normal gravity value computed on the
 BK1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1096.degrees latitude (g = 980.6199 gals.).
 BK1096
 BK1096.The modeled gravity was interpolated from observed gravity values.
 BK1096
 BK1096;                    North         East    Units  Estimated Accuracy
 BK1096;SPC LA S     -   236,160.      863,170.      MT  (+/- 180 meters Scaled)
 BK1096
 BK1096                          SUPERSEDED SURVEY CONTROL
 BK1096
 BK1096  NAVD 88 (06/15/91)   21.362  (m)           70.09   (f) UNKNOWN     1 1
 BK1096  NGVD 29 (??/??/??)   21.345  (m)           70.03   (f) ADJUSTED    1 1
 BK1096
 BK1096.Superseded values are not recommended for survey control.
 BK1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1096.See file dsdata.txt to determine how the superseded data were derived.
 BK1096
 BK1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP229878(NAD 83)
 BK1096_MARKER: DB = BENCH MARK DISK
 BK1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1096_SP_SET: CULVERT
 BK1096_STAMPING: X 265 1969
 BK1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1096
 BK1096  HISTORY     - Date     Condition        Report By
 BK1096  HISTORY     - 1969     MONUMENTED       CGS
 BK1096  HISTORY     - 1970     GOOD             NGS
 BK1096  HISTORY     - 20050422 MARK NOT FOUND   USPSQD
 BK1096
 BK1096                          STATION DESCRIPTION
 BK1096
 BK1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1096'0.2 MI NE FROM OBERLIN.
 BK1096'ABOUT 0.2 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1096'STATION AT OBERLIN, 62 1/2 FEET NORTHWEST OF THE NORTHWEST WOODEN RAIL
 BK1096'ON RAILROAD TRESTLE NUMBER 650.3, 68 1/2 FEET NORTHWEST OF THE
 BK1096'NORTHWEST RAIL, 21 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 BK1096'165, 0.3 MILE SOUTHWEST OF MILEPOST 650, SET IN THE TOP OF THE
 BK1096'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A 4-CHANNEL
 BK1096'CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND
 BK1096'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 BK1096
 BK1096                          STATION RECOVERY (2005)
 BK1096
 BK1096'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0159 ***********************************************************************
 BK0159  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0159  DESIGNATION -  X 267
 BK0159  PID         -  BK0159
 BK0159  STATE/COUNTY-  LA/ACADIA
 BK0159  USGS QUAD   -  CROWLEY WEST (1987)
 BK0159
 BK0159                         *CURRENT SURVEY CONTROL
 BK0159  ___________________________________________________________________
 BK0159* NAD 83(1992)-  30 10 49.63759(N)    092 28 36.84848(W)     ADJUSTED  
 BK0159* NAVD 88     -         4.32 **(meters)      14.2  **(feet)  GPS OBS(2004.65)
 BK0159  **This station is located in a subsidence area (see below).
 BK0159  ___________________________________________________________________
 BK0159  EPOCH DATE  -        2004.65
 BK0159  X           -    -238,478.371 (meters)                     COMP
 BK0159  Y           -  -5,513,051.923 (meters)                     COMP
 BK0159  Z           -   3,187,670.501 (meters)                     COMP
 BK0159  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK0159  ELLIP HEIGHT-         -22.97  (meters)          (06/22/05) GPS OBS
 BK0159  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0159  DYNAMIC HT  -           4.32  (meters)      14.2   (feet)  COMP
 BK0159  MODELED GRAV-     979,303.2   (mgal)                       NAVD 88
 BK0159
 BK0159  HORZ ORDER  -  B
 BK0159  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK0159  ELLP ORDER  -  FOURTH    CLASS I
 BK0159
 BK0159.The horizontal coordinates were established by GPS observations
 BK0159.and adjusted by the National Geodetic Survey in June 2005..
 BK0159.The horizontal coordinates are valid at the epoch date displayed above.
 BK0159.The epoch date for horizontal control is a decimal equivalence
 BK0159.of Year/Month/Day.
 BK0159
 BK0159 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0159 ** and geoid heights are valid at the date of observation. These heights
 BK0159 ** must always be validated when used as control.
 BK0159 ** The orthometric height was determined by GPS observations using
 BK0159 ** precise GPS observation and processing techniques and a new
 BK0159 ** realization of GEOID03. It supersedes the leveled height previously
 BK0159 ** determined for this station.
 BK0159 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0159 ** epoch indicated which incorporates improved geoid heights for the
 BK0159 ** Southern Louisiana Subsidence area.
 BK0159 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0159.The orthometric height was determined by GPS observations and a
 BK0159.high-resolution geoid model using precise GPS observation and
 BK0159.processing techniques. It supersedes the leveled height previously
 BK0159.determined for this station.
 BK0159.WARNING-GPS observations at this control monument resulted in a GPS
 BK0159.derived orthometric height which differed from the leveled height by
 BK0159.more than one decimeter (0.1 meter).
 BK0159.The vertical order pertains to the first NAVD 88 superseded value.
 BK0159
 BK0159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0159
 BK0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0159
 BK0159.The ellipsoidal height was determined by GPS observations
 BK0159.and is referenced to NAD 83.
 BK0159
 BK0159.The geoid height was determined by GEOID03.
 BK0159
 BK0159.The dynamic height is computed by dividing the NAVD 88
 BK0159.geopotential number by the normal gravity value computed on the
 BK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK0159.degrees latitude (g = 980.6199 gals.).
 BK0159
 BK0159.The modeled gravity was interpolated from observed gravity values.
 BK0159
 BK0159;                    North         East     Units Scale Factor Converg.
 BK0159;SPC LA S     -   186,818.636   889,870.922   MT  0.99993064   -0 34 18.5
 BK0159;SPC LA S     -   612,920.81  2,919,518.18   sFT  0.99993064   -0 34 18.5
 BK0159;UTM  15      - 3,338,897.064   550,360.377   MT  0.99963129   +0 15 46.7
 BK0159
 BK0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0159!SPC LA S     -   1.00000361  x   0.99993064  =   0.99993425
 BK0159!UTM  15      -   1.00000361  x   0.99963129  =   0.99963490
 BK0159
 BK0159                          SUPERSEDED SURVEY CONTROL
 BK0159
 BK0159  NAVD 88 (02/14/94)    4.554  (m)           14.94   (f) ADJUSTED    1 1
 BK0159  NAVD 88 (06/15/91)    4.545  (m)           14.91   (f) UNKNOWN     1 1
 BK0159  NGVD 29 (??/??/??)    4.542  (m)           14.90   (f) ADJUSTED    1 1
 BK0159
 BK0159.Superseded values are not recommended for survey control.
 BK0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0159.See file dsdata.txt to determine how the superseded data were derived.
 BK0159
 BK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5036038897(NAD 83)
 BK0159_MARKER: DB = BENCH MARK DISK
 BK0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0159_SP_SET: CONCRETE POST
 BK0159_STAMPING: X 267 1970
 BK0159_MARK LOGO: NGS   
 BK0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0159+STABILITY: SURFACE MOTION
 BK0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0159+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 BK0159
 BK0159  HISTORY     - Date     Condition        Report By
 BK0159  HISTORY     - 1970     MONUMENTED       NGS
 BK0159  HISTORY     - 1982     GOOD             NGS
 BK0159  HISTORY     - 1986     GOOD             NGS
 BK0159  HISTORY     - 20040428 GOOD             NGS
 BK0159  HISTORY     - 20051017 GOOD             NGS
 BK0159
 BK0159                          STATION DESCRIPTION
 BK0159
 BK0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK0159'0.75 MI W FROM ESTHERWOOD.
 BK0159'ABOUT 0.75 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK0159'STORE AND POST OFFICE AT ESTHERWOOD, OR ABOUT 1.4 MILES EAST ALONG THE
 BK0159'SOUTHERN PACIFIC RAILROAD FROM THE STATION AT MIDLAND, 5 RAILS EAST OF
 BK0159'SEMAPHORE SIGNAL NUMBER 173.5, 35 FEET NORTH OF THE NORTH RAIL, 103
 BK0159'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 90, 146 FEET SOUTHWEST
 BK0159'OF THE WEST END OF A CONCRETE HEADWALL OF A CULVERT, 121 1/2 FEET
 BK0159'SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE MARKER, 7 FEET EAST OF A
 BK0159'TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 6 1/2
 BK0159'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 BK0159'POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND. SECTION
 BK0159'16, T 10S, R 1W.
 BK0159
 BK0159                          STATION RECOVERY (1982)
 BK0159
 BK0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0159'TO REACH IS NOW INADEQUATE AS A NEW POST OFFICE WAS BUILT IN 1976.
 BK0159'CHANGE TO 1.4 KILOMETERS (0.9 MILE) WEST ALONG U.S. HIGHWAY 90 FROM
 BK0159'THE POST OFFICE IN ESTHERWOOD TO THE MARK ON THE LEFT.
 BK0159
 BK0159                          STATION RECOVERY (1986)
 BK0159
 BK0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0159'RECOVERED IN GOOD CONDITION.
 BK0159
 BK0159                          STATION RECOVERY (2004)
 BK0159
 BK0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 BK0159'THE STATION IS LOCATED ABOUT 1.0 MI WEST OF ESTHERWOOD ON RAIL ROAD
 BK0159'RIGHT OF WAY.
 BK0159' 
 BK0159'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 BK0159'HIGHWAYS 91 AND  1124 IN  ESTHERWOOD, GO WEST FOR 0.75 MI ON HIGHWAY
 BK0159'90 AND STATE HIGHWAY 91 TO THE STATION ON THE LEFT.
 BK0159' 
 BK0159'THE STATION IS LOCATED 31.2 M SOUTH OF THE CENTER OF THE HIGHWAY,
 BK0159'10.7 M NORTH OF THE NORTH  RAIL, 2.3 M EAST OF AN ABANDONED TELEGRAPH
 BK0159'POLE, 0.4 M WEST OF A METAL POST WITH WITNESS SIGN  ATTACHED, AND THE
 BK0159'MONUMENT IS PROJECTING 0.15 M ABOVE THE SURROUNDING GROUND SURFACE.
 BK0159
 BK0159                          STATION RECOVERY (2005)
 BK0159
 BK0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 BK0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2206 ***********************************************************************
 BX2206  DESIGNATION -  X 27
 BX2206  PID         -  BX2206
 BX2206  STATE/COUNTY-  LA/SABINE
 BX2206  USGS QUAD   -  ZWOLLE (1995)
 BX2206
 BX2206                         *CURRENT SURVEY CONTROL
 BX2206  ___________________________________________________________________
 BX2206* NAD 83(1986)-  31 42 49.     (N)    093 41 41.     (W)     SCALED    
 BX2206* NAVD 88     -        68.27   (+/-2cm)     224.0    (feet)  VERTCON   
 BX2206  ___________________________________________________________________
 BX2206  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BX2206
 BX2206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2206
 BX2206.The horizontal coordinates were scaled from a topographic map and have
 BX2206.an estimated accuracy of +/- 6 seconds.
 BX2206
 BX2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2206.The vertical order pertains to the NGVD 29 superseded value.
 BX2206
 BX2206.The geoid height was determined by GEOID03.
 BX2206
 BX2206;                    North         East    Units  Estimated Accuracy
 BX2206;SPC LA N     -   135,180.      886,770.      MT  (+/- 180 meters Scaled)
 BX2206
 BX2206                          SUPERSEDED SURVEY CONTROL
 BX2206
 BX2206  NGVD 29 (??/??/??)   68.363  (m)          224.29   (f) ADJUSTED    2 0
 BX2206
 BX2206.Superseded values are not recommended for survey control.
 BX2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2206.See file dsdata.txt to determine how the superseded data were derived.
 BX2206
 BX2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR341089(NAD 83)
 BX2206_MARKER: DB = BENCH MARK DISK
 BX2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2206_STAMPING: X 27 1935
 BX2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2206+STABILITY: SURFACE MOTION
 BX2206
 BX2206  HISTORY     - Date     Condition        Report By
 BX2206  HISTORY     - 1935     MONUMENTED       CGS
 BX2206  HISTORY     - 1961     GOOD             CGS
 BX2206  HISTORY     - 20010331 GOOD             NGS
 BX2206
 BX2206                          STATION DESCRIPTION
 BX2206
 BX2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX2206'1.7 MI N FROM NOBLE.
 BX2206'1.7 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM NOBLE,
 BX2206'SABINE PARISH, 250 YARDS NORTH OF MILEPOST 615, AT A SECONDARY ROAD
 BX2206'CROSSING, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 37 FEET
 BX2206'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED X 27
 BX2206'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX2206
 BX2206                          STATION RECOVERY (2001)
 BX2206
 BX2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2206'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2187 ***********************************************************************
 CQ2187  DESIGNATION -  X 270
 CQ2187  PID         -  CQ2187
 CQ2187  STATE/COUNTY-  LA/CADDO
 CQ2187  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2187
 CQ2187                         *CURRENT SURVEY CONTROL
 CQ2187  ___________________________________________________________________
 CQ2187* NAD 83(1986)-  32 30 22.     (N)    093 44 47.     (W)     SCALED    
 CQ2187* NAVD 88     -        55.271  (meters)     181.33   (feet)  ADJUSTED  
 CQ2187  ___________________________________________________________________
 CQ2187  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2187  DYNAMIC HT  -          55.208 (meters)     181.13  (feet)  COMP
 CQ2187  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 CQ2187  OBS GRAVITY -     979,513.1   (mgal)                       GRAV_OBS
 CQ2187
 CQ2187  VERT ORDER  -  FIRST     CLASS II
 CQ2187
 CQ2187.The horizontal coordinates were scaled from a topographic map and have
 CQ2187.an estimated accuracy of +/- 6 seconds.
 CQ2187
 CQ2187.The orthometric height was determined by differential leveling
 CQ2187.and adjusted by the National Geodetic Survey in June 1991..
 CQ2187
 CQ2187.The geoid height was determined by GEOID03.
 CQ2187
 CQ2187.The dynamic height is computed by dividing the NAVD 88
 CQ2187.geopotential number by the normal gravity value computed on the
 CQ2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2187.degrees latitude (g = 980.6199 gals.).
 CQ2187
 CQ2187.The modeled gravity was interpolated from observed gravity values.
 CQ2187.The observed gravity was obtained from relative gravimeter ties
 CQ2187.to the IGSN71 gravity network.
 CQ2187
 CQ2187;                    North         East    Units  Estimated Accuracy
 CQ2187;SPC LA N     -   223,110.      882,880.      MT  (+/- 180 meters Scaled)
 CQ2187
 CQ2187                          SUPERSEDED SURVEY CONTROL
 CQ2187
 CQ2187  NGVD 29 (??/??/??)   55.342  (m)          181.57   (f) ADJUSTED    1 2
 CQ2187
 CQ2187.Superseded values are not recommended for survey control.
 CQ2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2187.See file dsdata.txt to determine how the superseded data were derived.
 CQ2187
 CQ2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR298967(NAD 83)
 CQ2187_MARKER: I = METAL ROD
 CQ2187_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2187_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CQ2187_STAMPING: X 270 1979
 CQ2187_PROJECTION: FLUSH
 CQ2187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2187+STABILITY: POSITION/ELEVATION WELL
 CQ2187_ROD/PIPE-DEPTH: 11.9 meters
 CQ2187_SLEEVE-DEPTH  : 7.92 meters
 CQ2187
 CQ2187  HISTORY     - Date     Condition        Report By
 CQ2187  HISTORY     - 1979     MONUMENTED       NGS
 CQ2187  HISTORY     - 1995     GOOD             USPSQD
 CQ2187  HISTORY     - 19990206 GOOD             USPSQD
 CQ2187
 CQ2187                          STATION DESCRIPTION
 CQ2187
 CQ2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2187'IN SHREVEPORT.
 CQ2187'IN SHREVEPORT, AT THE LOUISIANA AVENUE-INTERSTATE HIGHWAY 20
 CQ2187'OVERPASS, AT THE SOUTHEAST PILLAR OF THE EXIT RAMP FOR COMMON
 CQ2187'STREET AND LOUISIANA AVENUE LEADING WEST, 78.0 FT. WEST OF THE
 CQ2187'WESTERNMOST CONCRETE PILLAR OF THE WESTBOUND LANE OF THE
 CQ2187'INTERSTATE, 29.0 FT. SOUTHWEST OF THE SOUTHWEST CURB OF LOUISIANA
 CQ2187'AVENUE, 66.0 FT. SOUTHEAST OF THE CENTER OF THE CONCRETE MEDIAN OF
 CQ2187'HOWELL STREET, 35.5 FT. WEST OF LIGHT POLE NUMBER 7-18, 8.0 FT.
 CQ2187'NORTHEAST OF THE SOUTHEASTERNMOST PILLAR OF THE EXIT RAMP ON THE
 CQ2187'SOUTHWEST SIDE OF LOUISIANA AVENUE, 13.5 FT. SOUTHEAST OF THE
 CQ2187'SOUTHEAST EDGE OF A CONCRETE SIDEWALK.  DATUM POINT IS 3 INCHES
 CQ2187'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 CQ2187'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 CQ2187'THE MARK IS 1 FT ABOVE LOUISIANA AVENUE.
 CQ2187
 CQ2187                          STATION RECOVERY (1995)
 CQ2187
 CQ2187'RECOVERY NOTE BY US POWER SQUADRON 1995
 CQ2187'RECOVERED IN GOOD CONDITION.
 CQ2187
 CQ2187                          STATION RECOVERY (1999)
 CQ2187
 CQ2187'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0272 ***********************************************************************
 AU0272  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0272  DESIGNATION -  X 276
 AU0272  PID         -  AU0272
 AU0272  STATE/COUNTY-  LA/TERREBONNE
 AU0272  USGS QUAD   -  GRAY (1980)
 AU0272
 AU0272                         *CURRENT SURVEY CONTROL
 AU0272  ___________________________________________________________________
 AU0272* NAD 83(1992)-  29 44 13.36672(N)    090 50 15.48661(W)     ADJUSTED  
 AU0272* NAVD 88     -         1.63 **(meters)       5.3  **(feet)  GPS OBS(2004.65)
 AU0272  **This station is located in a subsidence area (see below).
 AU0272  ___________________________________________________________________
 AU0272  EPOCH DATE  -        2004.65
 AU0272  X           -     -81,029.331 (meters)                     COMP
 AU0272  Y           -  -5,542,159.773 (meters)                     COMP
 AU0272  Z           -   3,145,085.169 (meters)                     COMP
 AU0272  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU0272  ELLIP HEIGHT-         -23.97  (meters)          (06/22/05) GPS OBS
 AU0272  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AU0272  DYNAMIC HT  -           1.63  (meters)       5.3   (feet)  COMP
 AU0272  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 AU0272
 AU0272  HORZ ORDER  -  B
 AU0272  VERT ORDER  -  THIRD (See Below)
 AU0272  ELLP ORDER  -  FOURTH    CLASS I
 AU0272
 AU0272.The horizontal coordinates were established by GPS observations
 AU0272.and adjusted by the National Geodetic Survey in June 2005..
 AU0272.The horizontal coordinates are valid at the epoch date displayed above.
 AU0272.The epoch date for horizontal control is a decimal equivalence
 AU0272.of Year/Month/Day.
 AU0272
 AU0272 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0272 ** and geoid heights are valid at the date of observation. These heights
 AU0272 ** must always be validated when used as control.
 AU0272 ** The orthometric height was determined by GPS observations using
 AU0272 ** precise GPS observation and processing techniques and a new
 AU0272 ** realization of GEOID03. It supersedes the leveled height previously
 AU0272 ** determined for this station.
 AU0272 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0272 ** epoch indicated which incorporates improved geoid heights for the
 AU0272 ** Southern Louisiana Subsidence area.
 AU0272 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0272.The orthometric height was determined by GPS observations and a
 AU0272.high-resolution geoid model using precise GPS observation and
 AU0272.processing techniques. It supersedes the leveled height previously
 AU0272.determined for this station.
 AU0272.WARNING-GPS observations at this control monument resulted in a GPS
 AU0272.derived orthometric height which differed from the leveled height by
 AU0272.more than one decimeter (0.1 meter).
 AU0272.The vertical order pertains to the first NAVD 88 superseded value.
 AU0272
 AU0272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0272
 AU0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0272
 AU0272.The ellipsoidal height was determined by GPS observations
 AU0272.and is referenced to NAD 83.
 AU0272
 AU0272.The geoid height was determined by GEOID03.
 AU0272
 AU0272.The dynamic height is computed by dividing the NAVD 88
 AU0272.geopotential number by the normal gravity value computed on the
 AU0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0272.degrees latitude (g = 980.6199 gals.).
 AU0272
 AU0272.The modeled gravity was interpolated from observed gravity values.
 AU0272
 AU0272;                    North         East     Units Scale Factor Converg.
 AU0272;SPC LA S     -   137,223.712 1,047,950.455   MT  0.99993628   +0 14 52.3
 AU0272;SPC LA S     -   450,208.13  3,438,150.78   sFT  0.99993628   +0 14 52.3
 AU0272;UTM  15      - 3,291,606.563   709,128.115   MT  1.00013964   +1 04 22.7
 AU0272
 AU0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0272!SPC LA S     -   1.00000376  x   0.99993628  =   0.99994004
 AU0272!UTM  15      -   1.00000376  x   1.00013964  =   1.00014341
 AU0272
 AU0272                          SUPERSEDED SURVEY CONTROL
 AU0272
 AU0272  ELLIP H (02/21/02)  -23.89   (m)                       GP(       ) 5 1
 AU0272  NAD 83(1992)-  29 44 13.36583(N)    090 50 15.48592(W) AD(       ) 1
 AU0272  ELLIP H (12/17/98)  -23.85   (m)                       GP(       ) 4 2
 AU0272  NAVD 88 (02/14/94)    1.869  (m)            6.13   (f) ADJUSTED    1 1
 AU0272  NAVD 88 (06/15/91)    1.922  (m)            6.31   (f) UNKNOWN     1 1
 AU0272  NGVD 29 (??/??/??)    1.957  (m)            6.42   (f) ADJUSTED    1 1
 AU0272
 AU0272.Superseded values are not recommended for survey control.
 AU0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0272.See file dsdata.txt to determine how the superseded data were derived.
 AU0272
 AU0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN0912891607(NAD 83)
 AU0272_MARKER: DB = BENCH MARK DISK
 AU0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AU0272_SP_SET: LARGE BOX CULVERT HEADWALL
 AU0272_STAMPING: X 276 1969
 AU0272_MARK LOGO: CGS   
 AU0272_PROJECTION: FLUSH
 AU0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0272+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 AU0272
 AU0272  HISTORY     - Date     Condition        Report By
 AU0272  HISTORY     - 1969     MONUMENTED       CGS
 AU0272  HISTORY     - 1977     GOOD             NGS
 AU0272  HISTORY     - 1980     GOOD             LADTD
 AU0272  HISTORY     - 19950103 GOOD             MPHI
 AU0272  HISTORY     - 20040423 GOOD             NGS
 AU0272  HISTORY     - 20051017 GOOD             NGS
 AU0272
 AU0272                          STATION DESCRIPTION
 AU0272
 AU0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AU0272'1.5 MI SW FROM SCHRIEVER.
 AU0272'ABOUT 1.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 AU0272'FROM THE STATION AT SCHRIEVER, ABOUT 0.1 MILE SOUTHWEST ALONG STATE
 AU0272'HIGHWAY 20 FROM THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHEAST,
 AU0272'SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD
 AU0272'WALL FOR A 12-FOOT BOX CULVERT WITH ONE DIVIDING PIER UNDER THE
 AU0272'HIGHWAY, 27 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AU0272'ABOUT 75 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT LEVEL WITH THE
 AU0272'HIGHWAY AND 5 FEET BELOW THE LEVEL OF THE TRACK.
 AU0272
 AU0272                          STATION RECOVERY (1977)
 AU0272
 AU0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AU0272'RECOVERED IN GOOD CONDITION.
 AU0272
 AU0272                          STATION RECOVERY (1980)
 AU0272
 AU0272'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 AU0272'RECOVERED IN GOOD CONDITION.
 AU0272
 AU0272                          STATION RECOVERY (1995)
 AU0272
 AU0272'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU0272'RECOVERED AS DESCRIBED.
 AU0272
 AU0272                          STATION RECOVERY (2004)
 AU0272
 AU0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU0272'THE STATION IS LOCATED ABOUT 1.5 MI SOUTHWEST OF SHRIVER ON STATE
 AU0272'HIGHWAY RIGHT OF WAY.
 AU0272' 
 AU0272'TO REACH THE STATION FROM THE INTERSECTION OF THE THE CENTER OF THE
 AU0272'STATE HIGHWAY 24  OVERPASS AND STATE HIGHWAY 20 ABOUT 1.0 MI NORTHEAST
 AU0272'OF SHRIVER, GO SOUTHWEST FOR 1.7 MI ON  HIGHWAY 20 TO THE STATION ON
 AU0272'THE RIGHT SET IN TOP OF AND NEAR THE NORTHEAST END OF THE  NORTHWEST
 AU0272'CONCRETE HEADWALL OF A LARGE BOX CULVERT PASSING UNDERNEATH THE
 AU0272'HIGHWAY.
 AU0272' 
 AU0272'THE STATION IS LOCATED 8.4 M NORTHWEST OF THE CENTER OF THE HIGHWAY,
 AU0272'7.0 M SOUTHWEST OF  WOODEN UTILITY POLE NUMBER L3 52 A10, 3.1 M
 AU0272'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL,  AND ABOUT 0.3 M BELOW
 AU0272'THE LEVEL OF THE HIGHWAY.
 AU0272
 AU0272                          STATION RECOVERY (2005)
 AU0272
 AU0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JBW)
 AU0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1995 ***********************************************************************
 BX1995  DESIGNATION -  X 28
 BX1995  PID         -  BX1995
 BX1995  STATE/COUNTY-  LA/VERNON
 BX1995  USGS QUAD   -  LEESVILLE (1994)
 BX1995
 BX1995                         *CURRENT SURVEY CONTROL
 BX1995  ___________________________________________________________________
 BX1995* NAD 83(1986)-  31 10 28.     (N)    093 16 52.     (W)     SCALED    
 BX1995* NAVD 88     -        74.73   (+/-2cm)     245.2    (feet)  VERTCON   
 BX1995  ___________________________________________________________________
 BX1995  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BX1995
 BX1995  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1995
 BX1995.The horizontal coordinates were scaled from a topographic map and have
 BX1995.an estimated accuracy of +/- 6 seconds.
 BX1995
 BX1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1995.The vertical order pertains to the NGVD 29 superseded value.
 BX1995
 BX1995.The geoid height was determined by GEOID03.
 BX1995
 BX1995;                    North         East    Units  Estimated Accuracy
 BX1995;SPC LA N     -    75,050.      925,540.      MT  (+/- 180 meters Scaled)
 BX1995
 BX1995                          SUPERSEDED SURVEY CONTROL
 BX1995
 BX1995  NGVD 29 (??/??/??)   74.828  (m)          245.50   (f) ADJUSTED    2 0
 BX1995
 BX1995.Superseded values are not recommended for survey control.
 BX1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1995.See file dsdata.txt to determine how the superseded data were derived.
 BX1995
 BX1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ732489(NAD 83)
 BX1995_MARKER: DB = BENCH MARK DISK
 BX1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1995_STAMPING: X 28 1935
 BX1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1995+STABILITY: SURFACE MOTION
 BX1995
 BX1995  HISTORY     - Date     Condition        Report By
 BX1995  HISTORY     - 1935     MONUMENTED       CGS
 BX1995  HISTORY     - 1938     GOOD             CGS
 BX1995  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1995
 BX1995                          STATION DESCRIPTION
 BX1995
 BX1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1995'3.2 MI NW FROM LEESVILLE.
 BX1995'3.2 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1995'STATION AT LEESVILLE, VERNON PARISH, 1/4 MILE SOUTH OF MILEPOST 665,
 BX1995'42 FEET EAST OF THE CENTERLINE OF THE TRACK, AND NEAR A GROUP OF PINE
 BX1995'TREES BORDERING THE RIGHT-OF-WAY.  A STANDARD DISK, STAMPED X 28 1935
 BX1995'AND SET IN THE TOP OF A CONCRETE POST.
 BX1995
 BX1995                          STATION RECOVERY (2001)
 BX1995
 BX1995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1995'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0147 ***********************************************************************
 AT0147  DESIGNATION -  X 280
 AT0147  PID         -  AT0147
 AT0147  STATE/COUNTY-  LA/PLAQUEMINES
 AT0147  USGS QUAD   -  DIXON BAY (1971)
 AT0147
 AT0147                         *CURRENT SURVEY CONTROL
 AT0147  ___________________________________________________________________
 AT0147* NAD 83(1986)-  29 03 09.     (N)    089 18 33.     (W)     SCALED    
 AT0147* NAVD 88     -         1.050  (meters)       3.44   (feet)  READJUSTED
 AT0147  ___________________________________________________________________
 AT0147  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AT0147  DYNAMIC HT  -           1.050 (meters)       3.44  (feet)  COMP
 AT0147  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 AT0147
 AT0147  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0147
 AT0147.The horizontal coordinates were scaled from a topographic map and have
 AT0147.an estimated accuracy of +/- 6 seconds.
 AT0147
 AT0147.The orthometric height was determined by differential leveling
 AT0147.and adjusted by the National Geodetic Survey in February 1994..
 AT0147.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0147.distribution rate of 0.0 thru 1.0 mm/km.
 AT0147.The height was derived from older observations constrained to new
 AT0147.heights in a crustal motion area.  The height is approximate in
 AT0147.relation to other heights in its vicinity.
 AT0147
 AT0147.The geoid height was determined by GEOID03.
 AT0147
 AT0147.The dynamic height is computed by dividing the NAVD 88
 AT0147.geopotential number by the normal gravity value computed on the
 AT0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0147.degrees latitude (g = 980.6199 gals.).
 AT0147
 AT0147.The modeled gravity was interpolated from observed gravity values.
 AT0147
 AT0147;                    North         East    Units  Estimated Accuracy
 AT0147;SPC LA S     -    62,990.    1,197,140.      MT  (+/- 180 meters Scaled)
 AT0147
 AT0147                          SUPERSEDED SURVEY CONTROL
 AT0147
 AT0147  NGVD 29 (??/??/??)    1.130  (m)            3.71   (f) ADJUSTED    1 1
 AT0147
 AT0147.Superseded values are not recommended for survey control.
 AT0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0147.See file dsdata.txt to determine how the superseded data were derived.
 AT0147
 AT0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT751160(NAD 83)
 AT0147_MARKER: DB = BENCH MARK DISK
 AT0147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0147_SP_SET: 88 FEET
 AT0147_STAMPING: X 280 1971
 AT0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0147
 AT0147  HISTORY     - Date     Condition        Report By
 AT0147  HISTORY     - 1971     MONUMENTED       NGS
 AT0147
 AT0147                          STATION DESCRIPTION
 AT0147
 AT0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0147'10.0 MI SW FROM PILOTTOWN.
 AT0147'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0147'LOOKOUT TOWER AT PILOTTOWN, THENCE 7.5 MILES SOUTHWEST ALONG THE
 AT0147'SOUTHEAST BANK OF SOUTHWEST PASS, ABOUT 0.1 MILE SOUTHWEST OF A GROUP
 AT0147'OF STEEL PIPES LEADDING FROM TANKS TO SHIP LOADING DOCK AND REFINERY,
 AT0147'ABOUT MIDWAY AND ON THE NORTHWEST SIDE OF A LARGE GROUP OF STORAGE
 AT0147'TANKS AND A REFINERY, 33 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE
 AT0147'PASS, 25 YARDS NORTHWEST OF THE NORTHWEST EDGE OF A SHELL ROAD, AND IS
 AT0147'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 18 INCHES
 AT0147'ABOVE THE LEVEL OF THE GROUND AND SURROUNDED BY 3 CREOSOTED WOODEN
 AT0147'WITNESS POST, ENCASED IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 18
 AT0147'INCHES ABOVE THE LEVEL OF THE GROUND.  ROD WAS DRIVEN TO A DEPTH OF 88
 AT0147'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0148 ***********************************************************************
 AT0148  TIDAL BM    -  This is a Tidal Bench Mark.
 AT0148  DESIGNATION -  X 280 USE RESET 1976
 AT0148  PID         -  AT0148
 AT0148  STATE/COUNTY-  LA/PLAQUEMINES
 AT0148  USGS QUAD   -  DIXON BAY (1971)
 AT0148
 AT0148                         *CURRENT SURVEY CONTROL
 AT0148  ___________________________________________________________________
 AT0148* NAD 83(1986)-  29 02 52.     (N)    089 18 46.     (W)     SCALED    
 AT0148* NAVD 88     -         2.03   (+/-2cm)       6.7    (feet)  VERTCON   
 AT0148  ___________________________________________________________________
 AT0148  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AT0148
 AT0148  VERT ORDER  -  THIRD (See Below)
 AT0148
 AT0148.The horizontal coordinates were scaled from a topographic map and have
 AT0148.an estimated accuracy of +/- 6 seconds.
 AT0148
 AT0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0148.The vertical order pertains to the NGVD 29 superseded value.
 AT0148
 AT0148.This Tidal Bench Mark is designated as VM 7106
 AT0148.by the Center for Operational Oceanographic Products and Services.
 AT0148
 AT0148.This Tidal Bench Mark is designated as VM 7111
 AT0148.by the Center for Operational Oceanographic Products and Services.
 AT0148
 AT0148.The geoid height was determined by GEOID03.
 AT0148
 AT0148;                    North         East    Units  Estimated Accuracy
 AT0148;SPC LA S     -    62,460.    1,196,790.      MT  (+/- 180 meters Scaled)
 AT0148
 AT0148                          SUPERSEDED SURVEY CONTROL
 AT0148
 AT0148  NGVD 29 (??/??/??)    2.11   (m)            6.9    (f) RESET       3  
 AT0148
 AT0148.Superseded values are not recommended for survey control.
 AT0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0148.See file dsdata.txt to determine how the superseded data were derived.
 AT0148
 AT0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT748154(NAD 83)
 AT0148_MARKER: DB = BENCH MARK DISK
 AT0148_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0148_SP_SET: 62 FEET
 AT0148_STAMPING: X 280 RESET 1976
 AT0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0148
 AT0148  HISTORY     - Date     Condition        Report By
 AT0148  HISTORY     - 1976     MONUMENTED       USE
 AT0148  HISTORY     - 1976     GOOD             NGS
 AT0148
 AT0148                          STATION DESCRIPTION
 AT0148
 AT0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0148'10.15 MI SW FROM PILOTTOWN.
 AT0148'LOCATED 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0148'LOOKOUT TOWER AT PILOTTOWN, THENCE ABOUT 7.9 MILES SOUTHWEST ALONG
 AT0148'SOUTHWEST PASS TO TOWER 14 ON THE LEFT.  IT IS UNDER THE CENTER OF THE
 AT0148'TOWER, 82 FEET LANDSIDE FROM THE EAST BANK OF SOUTHWEST PASS, 27 FEET
 AT0148'RIVERSIDE OF A SHELL ROAD LEADING SOUTH FROM THE SHELL REFINERY AND 12
 AT0148'FEET RIVERSIDE FROM A RETAINING DIKE.  IT IS A NGS DISK BRAZED ON A
 AT0148'COPPER WELD ROD DRIVEN TO A DEPTH OF 62 FEET, ENCASED IN A 4-INCH
 AT0148'PLASTIC PIPE PROJECTING 3 FEET.  BENCH MARK X 280 WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0010 ***********************************************************************
 BJ0010  DESIGNATION -  X 281
 BJ0010  PID         -  BJ0010
 BJ0010  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0010  USGS QUAD   -  INNIS (1994)
 BJ0010
 BJ0010                         *CURRENT SURVEY CONTROL
 BJ0010  ___________________________________________________________________
 BJ0010* NAD 83(1986)-  30 56 55.     (N)    091 40 04.     (W)     SCALED    
 BJ0010* NAVD 88     -        14.234  (meters)      46.70   (feet)  ADJUSTED  
 BJ0010  ___________________________________________________________________
 BJ0010  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ0010  DYNAMIC HT  -          14.216 (meters)      46.64  (feet)  COMP
 BJ0010  MODELED GRAV-     979,383.8   (mgal)                       NAVD 88
 BJ0010
 BJ0010  VERT ORDER  -  FIRST     CLASS I
 BJ0010
 BJ0010.The horizontal coordinates were scaled from a topographic map and have
 BJ0010.an estimated accuracy of +/- 6 seconds.
 BJ0010
 BJ0010.The orthometric height was determined by differential leveling
 BJ0010.and adjusted by the National Geodetic Survey in February 1994..
 BJ0010
 BJ0010.The geoid height was determined by GEOID03.
 BJ0010
 BJ0010.The dynamic height is computed by dividing the NAVD 88
 BJ0010.geopotential number by the normal gravity value computed on the
 BJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0010.degrees latitude (g = 980.6199 gals.).
 BJ0010
 BJ0010.The modeled gravity was interpolated from observed gravity values.
 BJ0010
 BJ0010;                    North         East    Units  Estimated Accuracy
 BJ0010;SPC LA S     -   271,470.      968,040.      MT  (+/- 180 meters Scaled)
 BJ0010
 BJ0010                          SUPERSEDED SURVEY CONTROL
 BJ0010
 BJ0010  NAVD 88 (06/15/91)   14.262  (m)           46.79   (f) UNKNOWN     1 1
 BJ0010  NGVD 29 (??/??/??)   14.218  (m)           46.65   (f) ADJUSTED    1 1
 BJ0010
 BJ0010.Superseded values are not recommended for survey control.
 BJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0010.See file dsdata.txt to determine how the superseded data were derived.
 BJ0010
 BJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ272246(NAD 83)
 BJ0010_MARKER: DB = BENCH MARK DISK
 BJ0010_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0010_SP_SET: COPPER-CLAD STEEL ROD
 BJ0010_STAMPING: X 281 1976
 BJ0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0010
 BJ0010  HISTORY     - Date     Condition        Report By
 BJ0010  HISTORY     - 1976     MONUMENTED       NGS
 BJ0010  HISTORY     - 1980     GOOD             LADTD
 BJ0010
 BJ0010                          STATION DESCRIPTION
 BJ0010
 BJ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0010'3.4 MI SOUTH FROM TORRAS.
 BJ0010'3.4 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE JUNCTION OF STATE
 BJ0010'HIGHWAY 15 AT TORRAS, ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY 418
 BJ0010'FROM THE ST STEPHENS CHURCH AT WILLIAMSPORT, 258 FT SOUTHEAST AND
 BJ0010'ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 79, 28 FT EAST OF THE
 BJ0010'CENTER LINE OF THE HIGHWAY. 0.9 FT WEST OF A FENCE.
 BJ0010
 BJ0010                          STATION RECOVERY (1980)
 BJ0010
 BJ0010'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BJ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0221 ***********************************************************************
 BJ0221  DESIGNATION -  X 282
 BJ0221  PID         -  BJ0221
 BJ0221  STATE/COUNTY-  LA/ST LANDRY
 BJ0221  USGS QUAD   -  SWAYZE LAKE (1994)
 BJ0221
 BJ0221                         *CURRENT SURVEY CONTROL
 BJ0221  ___________________________________________________________________
 BJ0221* NAD 83(1986)-  30 39 46.     (N)    091 45 02.     (W)     SCALED    
 BJ0221* NAVD 88     -         9.184  (meters)      30.13   (feet)  ADJUSTED  
 BJ0221  ___________________________________________________________________
 BJ0221  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ0221  DYNAMIC HT  -           9.173 (meters)      30.10  (feet)  COMP
 BJ0221  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ0221
 BJ0221  VERT ORDER  -  FIRST     CLASS I
 BJ0221
 BJ0221.The horizontal coordinates were scaled from a topographic map and have
 BJ0221.an estimated accuracy of +/- 6 seconds.
 BJ0221
 BJ0221.The orthometric height was determined by differential leveling
 BJ0221.and adjusted by the National Geodetic Survey in February 1994..
 BJ0221
 BJ0221.The geoid height was determined by GEOID03.
 BJ0221
 BJ0221.The dynamic height is computed by dividing the NAVD 88
 BJ0221.geopotential number by the normal gravity value computed on the
 BJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0221.degrees latitude (g = 980.6199 gals.).
 BJ0221
 BJ0221.The modeled gravity was interpolated from observed gravity values.
 BJ0221
 BJ0221;                    North         East    Units  Estimated Accuracy
 BJ0221;SPC LA S     -   239,810.      960,010.      MT  (+/- 180 meters Scaled)
 BJ0221
 BJ0221                          SUPERSEDED SURVEY CONTROL
 BJ0221
 BJ0221  NAVD 88 (06/15/91)    9.227  (m)           30.27   (f) UNKNOWN     1 1
 BJ0221  NGVD 29 (??/??/??)    9.192  (m)           30.16   (f) ADJUSTED    1 1
 BJ0221
 BJ0221.Superseded values are not recommended for survey control.
 BJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0221.See file dsdata.txt to determine how the superseded data were derived.
 BJ0221
 BJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP197928(NAD 83)
 BJ0221_MARKER: DB = BENCH MARK DISK
 BJ0221_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0221+WITH SETTING: INTO GROUND
 BJ0221_SP_SET: METAL ROD WITH BASE PLATE
 BJ0221_STAMPING: X 282 1976
 BJ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0221+STABILITY: SURFACE MOTION
 BJ0221
 BJ0221  HISTORY     - Date     Condition        Report By
 BJ0221  HISTORY     - 1976     MONUMENTED       NGS
 BJ0221
 BJ0221                          STATION DESCRIPTION
 BJ0221
 BJ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0221'2.1 MI SOUTH FROM MELVILLE.
 BJ0221'2.1 MILES SOUTH ALONG ALONG STATE HIGHWAY 105 FROM THE JUNCTION OF
 BJ0221'STATE HIGHWAY 10, 0.05 MILE SOUTH OF HIGHWAY MILE POST 9, 50.4 FT WEST
 BJ0221'OF THE CENTER LINE OF THE HIGHWAY, 11.5 FT NORTH OF THE CENTER LINE
 BJ0221'OF A WOODEN GATE, 1.0 FT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0453 ***********************************************************************
 BJ0453  DESIGNATION -  X 283
 BJ0453  PID         -  BJ0453
 BJ0453  STATE/COUNTY-  LA/EAST FELICIANA
 BJ0453  USGS QUAD   -  PORT HUDSON (1994)
 BJ0453
 BJ0453                         *CURRENT SURVEY CONTROL
 BJ0453  ___________________________________________________________________
 BJ0453* NAD 83(1986)-  30 44 49.     (N)    091 17 01.     (W)     SCALED    
 BJ0453* NAVD 88     -        19.090  (meters)      62.63   (feet)  ADJUSTED  
 BJ0453  ___________________________________________________________________
 BJ0453  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0453  DYNAMIC HT  -          19.066 (meters)      62.55  (feet)  COMP
 BJ0453  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BJ0453
 BJ0453  VERT ORDER  -  FIRST     CLASS I
 BJ0453
 BJ0453.The horizontal coordinates were scaled from a topographic map and have
 BJ0453.an estimated accuracy of +/- 6 seconds.
 BJ0453
 BJ0453.The orthometric height was determined by differential leveling
 BJ0453.and adjusted by the National Geodetic Survey in February 1994..
 BJ0453
 BJ0453.The geoid height was determined by GEOID03.
 BJ0453
 BJ0453.The dynamic height is computed by dividing the NAVD 88
 BJ0453.geopotential number by the normal gravity value computed on the
 BJ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0453.degrees latitude (g = 980.6199 gals.).
 BJ0453
 BJ0453.The modeled gravity was interpolated from observed gravity values.
 BJ0453
 BJ0453;                    North         East    Units  Estimated Accuracy
 BJ0453;SPC LA S     -   249,070.    1,004,760.      MT  (+/- 180 meters Scaled)
 BJ0453
 BJ0453                          SUPERSEDED SURVEY CONTROL
 BJ0453
 BJ0453  NGVD 29 (??/??/??)   19.077  (m)           62.59   (f) ADJUSTED    1 1
 BJ0453
 BJ0453.Superseded values are not recommended for survey control.
 BJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0453.See file dsdata.txt to determine how the superseded data were derived.
 BJ0453
 BJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ643028(NAD 83)
 BJ0453_MARKER: DB = BENCH MARK DISK
 BJ0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0453_SP_SET: BRIDGE
 BJ0453_STAMPING: X 283 1976
 BJ0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0453
 BJ0453  HISTORY     - Date     Condition        Report By
 BJ0453  HISTORY     - 1976     MONUMENTED       NGS
 BJ0453
 BJ0453                          STATION DESCRIPTION
 BJ0453
 BJ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0453'6.55 MI EAST FROM ST FRANCISVILLE.
 BJ0453'6.55 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0453'HIGHWAY 10 AT ST. FRANCISVILLE, 9.25 MILES WEST OF SLAUGHTER, 0.05
 BJ0453'MILE WEST OF THE JUNCTION OF STATE HIGHWAY 964 LEADING NORTH, 18 FT
 BJ0453'SOUTH OF THE CENTER LINE OF THE HIGHWAY IN THE TOP OF THE SOUTH END
 BJ0453'OF THE EAST CONCRETE ABUTMENT OF THE CONCRETE BRIDGE OVER THOMPSON
 BJ0453'CREEK, 3.4 FT NORTH OF THE SOUTH END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5303 ***********************************************************************
 BJ5303  DESIGNATION -  X 283 RESET
 BJ5303  PID         -  BJ5303
 BJ5303  STATE/COUNTY-  LA/EAST FELICIANA
 BJ5303  USGS QUAD   -  PORT HUDSON (1994)
 BJ5303
 BJ5303                         *CURRENT SURVEY CONTROL
 BJ5303  ___________________________________________________________________
 BJ5303* NAD 83(1986)-  30 44 49.     (N)    091 17 01.     (W)     SCALED    
 BJ5303* NAVD 88     -        19.24   (meters)      63.1    (feet)  RESET     
 BJ5303  ___________________________________________________________________
 BJ5303  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5303
 BJ5303  VERT ORDER  -  THIRD
 BJ5303
 BJ5303.The horizontal coordinates were scaled from a topographic map and have
 BJ5303.an estimated accuracy of +/- 6 seconds.
 BJ5303
 BJ5303.The orthometric height was computed from unverified reset data.
 BJ5303.No vertical observational check was made to the station.
 BJ5303
 BJ5303.The geoid height was determined by GEOID03.
 BJ5303
 BJ5303;                    North         East    Units  Estimated Accuracy
 BJ5303;SPC LA S     -   249,070.    1,004,760.      MT  (+/- 180 meters Scaled)
 BJ5303
 BJ5303                          SUPERSEDED SURVEY CONTROL
 BJ5303
 BJ5303  NGVD 29 (09/18/05)   19.23   (m)           63.1    (f) RESET       3  
 BJ5303
 BJ5303.Superseded values are not recommended for survey control.
 BJ5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5303.See file dsdata.txt to determine how the superseded data were derived.
 BJ5303
 BJ5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ643028(NAD 83)
 BJ5303_MARKER: DD = SURVEY DISK
 BJ5303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BJ5303_SP_SET: ROADWAY
 BJ5303_STAMPING: X 283 RESET 1985
 BJ5303_MARK LOGO: LADTD 
 BJ5303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ5303
 BJ5303  HISTORY     - Date     Condition        Report By
 BJ5303  HISTORY     - 1985     MONUMENTED       LADTD
 BJ5303
 BJ5303                          STATION DESCRIPTION
 BJ5303
 BJ5303'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ5303'10.5 KM (6.50 MI) EAST FROM ST FRANCISVILLE.
 BJ5303'10.5 KM (6.50 MI) SOUTHEAST ON US HIGHWAY 61 FROM THE JUNCTION OF
 BJ5303'STATE HIGHWAY 10 AT ST FRANCISVILLE, 0.1 KM (0.05 MI) WEST OF THE
 BJ5303'JUNCTION OF STATE HIGHWAY 964 LEADING NORTH, SET IN THE SOUTHWEST
 BJ5303'CORNER OF THE BRIDGE APPROACH ROADWAY OF THE NORTH BOUND LANES OF US
 BJ5303'HIGHWAY 61, ON THE EAST END OF THE BRIDGE AT THE PARISH LINE, 5.8 M
 BJ5303'(19.0 FT) SOUTH OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY,
 BJ5303'5.3 M (17.4 FT) WEST OF THE SOUTHEAST END OF THE BRIDGE APPROACH
 BJ5303'ABUTMENT, 0.8 M (2.6 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF
 BJ5303'THE BRIDGE ABUTMENT, AND 0.6 M (2.0 FT) NORTH OF THE SOUTH SIDE
 BJ5303'BRIDGE APPROACH ABUTMENT.
 BJ5303'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0505 ***********************************************************************
 BJ0505  DESIGNATION -  X 284
 BJ0505  PID         -  BJ0505
 BJ0505  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0505  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0505
 BJ0505                         *CURRENT SURVEY CONTROL
 BJ0505  ___________________________________________________________________
 BJ0505* NAD 83(1986)-  30 31 14.     (N)    091 10 52.     (W)     SCALED    
 BJ0505* NAVD 88     -        21.53   (+/-2cm)      70.6    (feet)  VERTCON   
 BJ0505  ___________________________________________________________________
 BJ0505  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0505
 BJ0505  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0505
 BJ0505.The horizontal coordinates were scaled from a topographic map and have
 BJ0505.an estimated accuracy of +/- 6 seconds.
 BJ0505
 BJ0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0505.The vertical order pertains to the NGVD 29 superseded value.
 BJ0505
 BJ0505.The geoid height was determined by GEOID03.
 BJ0505
 BJ0505;                    North         East    Units  Estimated Accuracy
 BJ0505;SPC LA S     -   223,980.    1,014,610.      MT  (+/- 180 meters Scaled)
 BJ0505
 BJ0505                          SUPERSEDED SURVEY CONTROL
 BJ0505
 BJ0505  NGVD 29 (??/??/??)   21.524  (m)           70.62   (f) ADJUSTED    1 1
 BJ0505
 BJ0505.Superseded values are not recommended for survey control.
 BJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0505.See file dsdata.txt to determine how the superseded data were derived.
 BJ0505
 BJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP745778(NAD 83)
 BJ0505_MARKER: DB = BENCH MARK DISK
 BJ0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0505_SP_SET: BRIDGE
 BJ0505_STAMPING: X 284 1976
 BJ0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0505
 BJ0505  HISTORY     - Date     Condition        Report By
 BJ0505  HISTORY     - 1976     MONUMENTED       NGS
 BJ0505
 BJ0505                          STATION DESCRIPTION
 BJ0505
 BJ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0505'0.95 MI SOUTH FROM SCOTLANDVILLE.
 BJ0505'0.95 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD TRACK FROM
 BJ0505'SCOTLANDVILLE SENIOR HIGH SCHOOL, AT THE STATE HIGHWAY 408
 BJ0505'OVERPASS, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH ONE IN THE
 BJ0505'FIRST ROW OF CONCRETE SUPPORT PIERS WEST OF THE TRACK, 19.1 FT WEST
 BJ0505'OF THE WEST RAIL, 0.05 MILE NORTH OF THE CROSSING OF THE KANSAS CITY
 BJ0505'SOUTHERN RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0173 ***********************************************************************
 BJ0173  DESIGNATION -  X 284 X
 BJ0173  PID         -  BJ0173
 BJ0173  STATE/COUNTY-  LA/AVOYELLES
 BJ0173  USGS QUAD   -  SIMMESPORT (1969)
 BJ0173
 BJ0173                         *CURRENT SURVEY CONTROL
 BJ0173  ___________________________________________________________________
 BJ0173* NAD 83(1986)-  30 58 18.     (N)    091 48 40.     (W)     SCALED    
 BJ0173* NAVD 88     -        13.828  (meters)      45.37   (feet)  ADJUSTED  
 BJ0173  ___________________________________________________________________
 BJ0173  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0173  DYNAMIC HT  -          13.811 (meters)      45.31  (feet)  COMP
 BJ0173  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 BJ0173
 BJ0173  VERT ORDER  -  FIRST     CLASS I
 BJ0173
 BJ0173.The horizontal coordinates were scaled from a topographic map and have
 BJ0173.an estimated accuracy of +/- 6 seconds.
 BJ0173
 BJ0173.The orthometric height was determined by differential leveling
 BJ0173.and adjusted by the National Geodetic Survey in February 1994..
 BJ0173
 BJ0173.The geoid height was determined by GEOID03.
 BJ0173
 BJ0173.The dynamic height is computed by dividing the NAVD 88
 BJ0173.geopotential number by the normal gravity value computed on the
 BJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0173.degrees latitude (g = 980.6199 gals.).
 BJ0173
 BJ0173.The modeled gravity was interpolated from observed gravity values.
 BJ0173
 BJ0173;                    North         East    Units  Estimated Accuracy
 BJ0173;SPC LA N     -    52,510.    1,065,810.      MT  (+/- 180 meters Scaled)
 BJ0173
 BJ0173                          SUPERSEDED SURVEY CONTROL
 BJ0173
 BJ0173  NAVD 88 (06/15/91)   13.854  (m)           45.45   (f) UNKNOWN     1 1
 BJ0173  NGVD 29 (??/??/??)   13.806  (m)           45.30   (f) ADJUSTED    1 1
 BJ0173
 BJ0173.Superseded values are not recommended for survey control.
 BJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0173.See file dsdata.txt to determine how the superseded data were derived.
 BJ0173
 BJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ135270(NAD 83)
 BJ0173_MARKER: DB = BENCH MARK DISK
 BJ0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0173_SP_SET: CONCRETE BASE
 BJ0173_STAMPING: X 284 X 1976
 BJ0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0173+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BJ0173
 BJ0173  HISTORY     - Date     Condition        Report By
 BJ0173  HISTORY     - 1976     MONUMENTED       NGS
 BJ0173  HISTORY     - 1977     GOOD             NGS
 BJ0173  HISTORY     - 20040304 GOOD             USPSQD
 BJ0173  HISTORY     - 20050317 GOOD             USPSQD
 BJ0173
 BJ0173                          STATION DESCRIPTION
 BJ0173
 BJ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0173'IN SIMMESPORT.
 BJ0173'SET IN CONCRETE BASE OF FLAGPOLE AT EAST MAIN ENTRANCE TO SIMMESPORT
 BJ0173'ELEMENTARY SCHOOL, 59 FT EAST OF EAST ENTRANCE TO SCHOOL, 44.5 FT WEST
 BJ0173'OF THE CENTER LINE OF CRESCENT STREET, 2 FT SOUTHEAST OF FLAGPOLE,
 BJ0173'11.5 FT SOUTH OF THE CENTER LINE OF SIDEWALK
 BJ0173
 BJ0173                          STATION RECOVERY (1977)
 BJ0173
 BJ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BJ0173'RECOVERED IN GOOD CONDITION.
 BJ0173
 BJ0173                          STATION RECOVERY (2004)
 BJ0173
 BJ0173'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0173'THE NAME OF THE FACILITY IS NOW THE AVOYELLES SIMMESPORT WOMAN'S
 BJ0173'CORRECTIONAL CENTER.  THE STATION DESCRIPTION SHOULD READ. SET IN
 BJ0173'CONCRETE BASE OF FLAGPOLE AT EAST MAIN ENTRANCE TO AVOYELLES
 BJ0173'SIMMESPORT WOMAN'S CORRECTIONAL CENTER, 59 FEET EAST OF EAST ENTRANCE
 BJ0173'TO THE CENTER. 2 FT SOUTHEAST OF FLAGPOLE.
 BJ0173
 BJ0173                          STATION RECOVERY (2005)
 BJ0173
 BJ0173'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0891 ***********************************************************************
 BJ0891  DESIGNATION -  X 286
 BJ0891  PID         -  BJ0891
 BJ0891  STATE/COUNTY-  LA/LIVINGSTON
 BJ0891  USGS QUAD   -  SATSUMA (1980)
 BJ0891
 BJ0891                         *CURRENT SURVEY CONTROL
 BJ0891  ___________________________________________________________________
 BJ0891* NAD 83(1986)-  30 30 01.     (N)    090 49 27.     (W)     SCALED    
 BJ0891* NAVD 88     -        14.323  (meters)      46.99   (feet)  ADJUSTED  
 BJ0891  ___________________________________________________________________
 BJ0891  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ0891  DYNAMIC HT  -          14.305 (meters)      46.93  (feet)  COMP
 BJ0891  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BJ0891
 BJ0891  VERT ORDER  -  FIRST     CLASS I
 BJ0891
 BJ0891.The horizontal coordinates were scaled from a topographic map and have
 BJ0891.an estimated accuracy of +/- 6 seconds.
 BJ0891
 BJ0891.The orthometric height was determined by differential leveling
 BJ0891.and adjusted by the National Geodetic Survey in February 1994..
 BJ0891
 BJ0891.The geoid height was determined by GEOID03.
 BJ0891
 BJ0891.The dynamic height is computed by dividing the NAVD 88
 BJ0891.geopotential number by the normal gravity value computed on the
 BJ0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0891.degrees latitude (g = 980.6199 gals.).
 BJ0891
 BJ0891.The modeled gravity was interpolated from observed gravity values.
 BJ0891
 BJ0891;                    North         East    Units  Estimated Accuracy
 BJ0891;SPC LA S     -   221,830.    1,048,880.      MT  (+/- 180 meters Scaled)
 BJ0891
 BJ0891                          SUPERSEDED SURVEY CONTROL
 BJ0891
 BJ0891  NAVD 88 (06/15/91)   14.372  (m)           47.15   (f) UNKNOWN     1 1
 BJ0891  NGVD 29 (??/??/??)   14.344  (m)           47.06   (f) ADJUSTED    1 1
 BJ0891
 BJ0891.Superseded values are not recommended for survey control.
 BJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0891.See file dsdata.txt to determine how the superseded data were derived.
 BJ0891
 BJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP088762(NAD 83)
 BJ0891_MARKER: DB = BENCH MARK DISK
 BJ0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0891_SP_SET: CULVERT
 BJ0891_STAMPING: X 286 1976
 BJ0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0891
 BJ0891  HISTORY     - Date     Condition        Report By
 BJ0891  HISTORY     - 1976     MONUMENTED       NGS
 BJ0891
 BJ0891                          STATION DESCRIPTION
 BJ0891
 BJ0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0891'2.4 MI EAST FROM WALKER.
 BJ0891'2.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0891'HIGHWAY 447, 0.05 MILE EAST OF THE JUNCTION OF A SHELL ROAD LEADING
 BJ0891'SOUTH, 21 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 BJ0891'THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A TRIPLE CONCRETE BOX
 BJ0891'CULVERT, 1.0 FT EAST OF THE WEST END OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0881 ***********************************************************************
 BJ0881  DESIGNATION -  X 287
 BJ0881  PID         -  BJ0881
 BJ0881  STATE/COUNTY-  LA/LIVINGSTON
 BJ0881  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0881
 BJ0881                         *CURRENT SURVEY CONTROL
 BJ0881  ___________________________________________________________________
 BJ0881* NAD 83(1986)-  30 29 08.     (N)    090 56 36.     (W)     SCALED    
 BJ0881* NAVD 88     -        13.074  (meters)      42.89   (feet)  ADJUSTED  
 BJ0881  ___________________________________________________________________
 BJ0881  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ0881  DYNAMIC HT  -          13.057 (meters)      42.84  (feet)  COMP
 BJ0881  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BJ0881
 BJ0881  VERT ORDER  -  FIRST     CLASS I
 BJ0881
 BJ0881.The horizontal coordinates were scaled from a topographic map and have
 BJ0881.an estimated accuracy of +/- 6 seconds.
 BJ0881
 BJ0881.The orthometric height was determined by differential leveling
 BJ0881.and adjusted by the National Geodetic Survey in February 1994..
 BJ0881
 BJ0881.The geoid height was determined by GEOID03.
 BJ0881
 BJ0881.The dynamic height is computed by dividing the NAVD 88
 BJ0881.geopotential number by the normal gravity value computed on the
 BJ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0881.degrees latitude (g = 980.6199 gals.).
 BJ0881
 BJ0881.The modeled gravity was interpolated from observed gravity values.
 BJ0881
 BJ0881;                    North         East    Units  Estimated Accuracy
 BJ0881;SPC LA S     -   220,150.    1,037,440.      MT  (+/- 180 meters Scaled)
 BJ0881
 BJ0881                          SUPERSEDED SURVEY CONTROL
 BJ0881
 BJ0881  NAVD 88 (06/15/91)   13.127  (m)           43.07   (f) UNKNOWN     1 1
 BJ0881  NGVD 29 (??/??/??)   13.098  (m)           42.97   (f) ADJUSTED    1 1
 BJ0881
 BJ0881.Superseded values are not recommended for survey control.
 BJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0881.See file dsdata.txt to determine how the superseded data were derived.
 BJ0881
 BJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP974743(NAD 83)
 BJ0881_MARKER: DB = BENCH MARK DISK
 BJ0881_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0881+WITH SETTING: INTO GROUND
 BJ0881_SP_SET: METAL ROD WITH BASE PLATE
 BJ0881_STAMPING: X 287 1976
 BJ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0881+STABILITY: SURFACE MOTION
 BJ0881
 BJ0881  HISTORY     - Date     Condition        Report By
 BJ0881  HISTORY     - 1976     MONUMENTED       NGS
 BJ0881
 BJ0881                          STATION DESCRIPTION
 BJ0881
 BJ0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0881'0.8 MI EAST FROM DENHAM SPRINGS.
 BJ0881'0.8 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE CROSSING OF
 BJ0881'NORTH RANGE AVENUE, AT THE CROSSING OF STATE HIGHWAY 1031 (HATCHELL
 BJ0881'LANE), 108.2 FT NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 37 FT EAST
 BJ0881'OF THE CENTER LINE OF THE HIGHWAY, 18 FT SOUTH OF THE CENTER LINE OF
 BJ0881'THE SOUTH ENTRANCE ROAD TO A FOUNDARY, 1.5 FT NORTHEAST OF A FENCE
 BJ0881'CORNER POST, THE DISK IS 0.4 FT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2759 ***********************************************************************
 BJ2759  DESIGNATION -  X 29
 BJ2759  PID         -  BJ2759
 BJ2759  STATE/COUNTY-  LA/ST LANDRY
 BJ2759  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2759
 BJ2759                         *CURRENT SURVEY CONTROL
 BJ2759  ___________________________________________________________________
 BJ2759* NAD 83(1986)-  30 32 11.     (N)    091 46 19.     (W)     SCALED    
 BJ2759* NAVD 88     -         7.38   (+/-2cm)      24.2    (feet)  VERTCON   
 BJ2759  ___________________________________________________________________
 BJ2759  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2759
 BJ2759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2759
 BJ2759.The horizontal coordinates were scaled from a topographic map and have
 BJ2759.an estimated accuracy of +/- 6 seconds.
 BJ2759
 BJ2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2759.The vertical order pertains to the NGVD 29 superseded value.
 BJ2759
 BJ2759.The geoid height was determined by GEOID03.
 BJ2759
 BJ2759;                    North         East    Units  Estimated Accuracy
 BJ2759;SPC LA S     -   225,810.      957,910.      MT  (+/- 180 meters Scaled)
 BJ2759
 BJ2759                          SUPERSEDED SURVEY CONTROL
 BJ2759
 BJ2759  NGVD 29 (??/??/??)    7.398  (m)           24.27   (f) ADJUSTED    2 0
 BJ2759
 BJ2759.Superseded values are not recommended for survey control.
 BJ2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2759.See file dsdata.txt to determine how the superseded data were derived.
 BJ2759
 BJ2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP178788(NAD 83)
 BJ2759_MARKER: DB = BENCH MARK DISK
 BJ2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2759+STABILITY: SURFACE MOTION
 BJ2759
 BJ2759  HISTORY     - Date     Condition        Report By
 BJ2759  HISTORY     - UNK      MONUMENTED       CGS
 BJ2759  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2759
 BJ2759                          STATION DESCRIPTION
 BJ2759
 BJ2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2759'1.0 MI W FROM KROTZ SPRINGS.
 BJ2759'9 FEET N OF TRACK.  10 FEET W OF W END OF BRIDGE 609.2.  3 1/4 POLES E
 BJ2759'OF MILEPOST 609.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0579 ***********************************************************************
 BJ0579  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0579  DESIGNATION -  X 290
 BJ0579  PID         -  BJ0579
 BJ0579  STATE/COUNTY-  LA/IBERVILLE
 BJ0579  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0579
 BJ0579                         *CURRENT SURVEY CONTROL
 BJ0579  ___________________________________________________________________
 BJ0579* NAD 83(1992)-  30 17 18.70393(N)    091 13 51.47482(W)     ADJUSTED  
 BJ0579* NAVD 88     -         7.93 **(meters)      26.0  **(feet)  GPS OBS(2004.65)
 BJ0579  **This station is located in a subsidence area (see below).
 BJ0579  ___________________________________________________________________
 BJ0579  X           -    -118,416.705 (meters)                     COMP
 BJ0579  Y           -  -5,510,905.844 (meters)                     COMP
 BJ0579  Z           -   3,198,023.335 (meters)                     COMP
 BJ0579  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ0579  ELLIP HEIGHT-         -19.22  (meters)          (12/29/04) GPS OBS
 BJ0579  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0579  DYNAMIC HT  -           7.92  (meters)      26.0   (feet)  COMP
 BJ0579  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 BJ0579
 BJ0579  HORZ ORDER  -  B
 BJ0579  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0579  ELLP ORDER  -  FOURTH    CLASS I
 BJ0579
 BJ0579.The horizontal coordinates were established by GPS observations
 BJ0579.and adjusted by the National Geodetic Survey in December 2004..
 BJ0579
 BJ0579 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0579 ** and geoid heights are valid at the date of observation. These heights
 BJ0579 ** must always be validated when used as control.
 BJ0579 ** The orthometric height was determined by GPS observations using
 BJ0579 ** precise GPS observation and processing techniques and a new
 BJ0579 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0579 ** determined for this station.
 BJ0579 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0579 ** epoch indicated which incorporates improved geoid heights for the
 BJ0579 ** Southern Louisiana Subsidence area.
 BJ0579 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0579.The orthometric height was determined by GPS observations and a
 BJ0579.high-resolution geoid model using precise GPS observation and
 BJ0579.processing techniques. It supersedes the leveled height previously
 BJ0579.determined for this station.
 BJ0579.WARNING-GPS observations at this control monument resulted in a GPS
 BJ0579.derived orthometric height which differed from the leveled height by
 BJ0579.more than one decimeter (0.1 meter).
 BJ0579.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0579
 BJ0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0579
 BJ0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0579
 BJ0579.The ellipsoidal height was determined by GPS observations
 BJ0579.and is referenced to NAD 83.
 BJ0579
 BJ0579.The geoid height was determined by GEOID03.
 BJ0579
 BJ0579.The dynamic height is computed by dividing the NAVD 88
 BJ0579.geopotential number by the normal gravity value computed on the
 BJ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0579.degrees latitude (g = 980.6199 gals.).
 BJ0579
 BJ0579.The modeled gravity was interpolated from observed gravity values.
 BJ0579
 BJ0579;                    North         East     Units Scale Factor Converg.
 BJ0579;SPC LA S     -   198,253.403 1,009,847.811   MT  0.99993830   +0 03 04.3
 BJ0579;SPC LA S     -   650,436.37  3,313,142.36   sFT  0.99993830   +0 03 04.3
 BJ0579;UTM  15      - 3,352,082.359   670,136.962   MT  0.99995712   +0 53 32.8
 BJ0579
 BJ0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0579!SPC LA S     -   1.00000302  x   0.99993830  =   0.99994132
 BJ0579!UTM  15      -   1.00000302  x   0.99995712  =   0.99996014
 BJ0579
 BJ0579                          SUPERSEDED SURVEY CONTROL
 BJ0579
 BJ0579  NAVD 88 (02/14/94)    8.065  (m)           26.46   (f) ADJUSTED    1 1
 BJ0579  NGVD 29 (??/??/??)    8.076  (m)           26.50   (f) ADJUSTED    1 1
 BJ0579
 BJ0579.Superseded values are not recommended for survey control.
 BJ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0579.See file dsdata.txt to determine how the superseded data were derived.
 BJ0579
 BJ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7013752082(NAD 83)
 BJ0579_MARKER: DB = BENCH MARK DISK
 BJ0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0579_SP_SET: COPPER-CLAD STEEL ROD
 BJ0579_STAMPING: X 290 1976
 BJ0579_PROJECTION: RECESSED 10 CENTIMETERS
 BJ0579_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0579+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BJ0579_ROD/PIPE-DEPTH:  3.0 meters
 BJ0579
 BJ0579  HISTORY     - Date     Condition        Report By
 BJ0579  HISTORY     - 1976     MONUMENTED       NGS
 BJ0579  HISTORY     - 20021031 GOOD             3001
 BJ0579  HISTORY     - 20050316 POOR             AERODA
 BJ0579  HISTORY     - 20050817 GOOD             JCLS
 BJ0579
 BJ0579                          STATION DESCRIPTION
 BJ0579
 BJ0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0579'IN PLAQUEMINE.
 BJ0579'AT THE JUNCTION OF SEMINERY AND HAASE STREETS, 21.5 FT. NORTHEAST OF
 BJ0579'THE CENTER LINE OF SEMINERY STREET, 7 FT. SOUTHEAST OF THE EXTENDED
 BJ0579'CENTER LINE OF HAASE STREET, 2 FT. SOUTHEAST OF A 12-INCH WATER PIPE
 BJ0579'LINE, 4.2 FT. NORTHEAST OF THE EAST CORNER OF A CONCRETE PIPE SUPPORT.
 BJ0579'THE DISK IS 0.7 FT. BELOW THE LEVEL OF THE GROUND.  ACCESS IS HAD
 BJ0579'THROUGH A 4-INCH PLASTIC SCREW CAP.  A WRENCH COULD BE NEEDED FOR
 BJ0579'ACCESS.
 BJ0579
 BJ0579                          STATION RECOVERY (2002)
 BJ0579
 BJ0579'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0579'THE STATION IS LOCATED IN PLAQUEMINE JUST UPSTREAM OF THE PLAQUEMINE
 BJ0579'FERRY 2700' ALONG  THE MISSISSIPPI RIVER LEVEE. 2000' DOWNSTREAM ALONG
 BJ0579'RIVER LEVEE OF THE PLAQUEMINE BAYOU.
 BJ0579' 
 BJ0579'OWNERSHIP- UNKNOWN
 BJ0579' 
 BJ0579'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND HAASE STREET
 BJ0579'GO NORTHEAST ON  HAASE TO THE RIVER LEVEE AND SEMINARY STREET AND THE
 BJ0579'STATION IS STRAIGHT AHEAD AT THE  TOE OF THE LEVEE.
 BJ0579' 
 BJ0579'THE STATION IS 21.5' NORTHEAST OF THE CENTERLINE OF SEMINARY STREET,
 BJ0579'AND 7' SOUTHEAST OF  THE EXTENDED CENTERLINE OF HAASE STREET 30.7'
 BJ0579'SOUTH SOUTHEAST OF A GUIDE POLE WITH GUY  WIRE.
 BJ0579
 BJ0579                          STATION RECOVERY (2005)
 BJ0579
 BJ0579'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BJ0579'MONUMENT REQUIRES MAINTENANCE.  DISK SLIGHTLY MUTILATED, UNPROTECTED,
 BJ0579'AND PARTLY UNSUPPORTED.  SETTING VULNERABLE TO DAMAGE BY VEHICLES AND
 BJ0579'MACHINERY.
 BJ0579
 BJ0579                          STATION RECOVERY (2005)
 BJ0579
 BJ0579'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 BJ0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0267 ***********************************************************************
 BJ0267  DESIGNATION -  X 291
 BJ0267  PID         -  BJ0267
 BJ0267  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0267  USGS QUAD   -  FORDOCHE (1969)
 BJ0267
 BJ0267                         *CURRENT SURVEY CONTROL
 BJ0267  ___________________________________________________________________
 BJ0267* NAD 83(1986)-  30 30 47.     (N)    091 35 12.     (W)     SCALED    
 BJ0267* NAVD 88     -         5.296  (meters)      17.38   (feet)  ADJUSTED  
 BJ0267  ___________________________________________________________________
 BJ0267  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0267  DYNAMIC HT  -           5.289 (meters)      17.35  (feet)  COMP
 BJ0267  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BJ0267
 BJ0267  VERT ORDER  -  FIRST     CLASS I
 BJ0267
 BJ0267.The horizontal coordinates were scaled from a topographic map and have
 BJ0267.an estimated accuracy of +/- 6 seconds.
 BJ0267
 BJ0267.The orthometric height was determined by differential leveling
 BJ0267.and adjusted by the National Geodetic Survey in February 1994..
 BJ0267
 BJ0267.The geoid height was determined by GEOID03.
 BJ0267
 BJ0267.The dynamic height is computed by dividing the NAVD 88
 BJ0267.geopotential number by the normal gravity value computed on the
 BJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0267.degrees latitude (g = 980.6199 gals.).
 BJ0267
 BJ0267.The modeled gravity was interpolated from observed gravity values.
 BJ0267
 BJ0267;                    North         East    Units  Estimated Accuracy
 BJ0267;SPC LA S     -   223,170.      975,680.      MT  (+/- 180 meters Scaled)
 BJ0267
 BJ0267                          SUPERSEDED SURVEY CONTROL
 BJ0267
 BJ0267  NGVD 29 (??/??/??)    5.312  (m)           17.43   (f) ADJUSTED    1 1
 BJ0267
 BJ0267.Superseded values are not recommended for survey control.
 BJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0267.See file dsdata.txt to determine how the superseded data were derived.
 BJ0267
 BJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP356764(NAD 83)
 BJ0267_MARKER: DB = BENCH MARK DISK
 BJ0267_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0267+WITH SETTING: INTO GROUND
 BJ0267_SP_SET: METAL ROD WITH BASE PLATE
 BJ0267_STAMPING: X 291 1976
 BJ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0267+STABILITY: SURFACE MOTION
 BJ0267
 BJ0267  HISTORY     - Date     Condition        Report By
 BJ0267  HISTORY     - 1976     MONUMENTED       NGS
 BJ0267
 BJ0267                          STATION DESCRIPTION
 BJ0267
 BJ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0267'4.4 MI NW FROM MARINGOUIN.
 BJ0267'2.0 MILES SOUTHWEST ALONG BELMONT LANE FROM THE JUNCTION OF STATE
 BJ0267'HIGHWAY 77, THENCE 2.4 MILES NORTHWEST ALONG A LEVEE ROAD, 6.6 MILES
 BJ0267'SOUTH OF LOTTIE, 0.35 MILES NORTHWEST OF A STEEL CATTLEGUARD, 129 FT
 BJ0267'NORTHEAST OF THE CENTER LINE OF THE ROAD, 116 FT NORTHEAST OF CONCRETE
 BJ0267'POST STATION MARKER 1150, 1.3 FT NORTHWEST OF A WITNESS POST. THE
 BJ0267'DISK IS 0.6 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS
 BJ0267'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0311 ***********************************************************************
 BJ0311  DESIGNATION -  X 292
 BJ0311  PID         -  BJ0311
 BJ0311  STATE/COUNTY-  LA/IBERVILLE
 BJ0311  USGS QUAD   -  BAYOU SORREL (1992)
 BJ0311
 BJ0311                         *CURRENT SURVEY CONTROL
 BJ0311  ___________________________________________________________________
 BJ0311* NAD 83(1986)-  30 09 18.     (N)    091 19 55.     (W)     SCALED    
 BJ0311* NAVD 88     -         2.675  (meters)       8.78   (feet)  ADJUSTED  
 BJ0311  ___________________________________________________________________
 BJ0311  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0311  DYNAMIC HT  -           2.671 (meters)       8.76  (feet)  COMP
 BJ0311  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BJ0311
 BJ0311  VERT ORDER  -  FIRST     CLASS I
 BJ0311
 BJ0311.The horizontal coordinates were scaled from a topographic map and have
 BJ0311.an estimated accuracy of +/- 6 seconds.
 BJ0311
 BJ0311.The orthometric height was determined by differential leveling
 BJ0311.and adjusted by the National Geodetic Survey in February 1994..
 BJ0311
 BJ0311.The geoid height was determined by GEOID03.
 BJ0311
 BJ0311.The dynamic height is computed by dividing the NAVD 88
 BJ0311.geopotential number by the normal gravity value computed on the
 BJ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0311.degrees latitude (g = 980.6199 gals.).
 BJ0311
 BJ0311.The modeled gravity was interpolated from observed gravity values.
 BJ0311
 BJ0311;                    North         East    Units  Estimated Accuracy
 BJ0311;SPC LA S     -   183,450.    1,000,130.      MT  (+/- 180 meters Scaled)
 BJ0311
 BJ0311                          SUPERSEDED SURVEY CONTROL
 BJ0311
 BJ0311  NGVD 29 (??/??/??)    2.708  (m)            8.88   (f) ADJUSTED    1 1
 BJ0311
 BJ0311.Superseded values are not recommended for survey control.
 BJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0311.See file dsdata.txt to determine how the superseded data were derived.
 BJ0311
 BJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP606371(NAD 83)
 BJ0311_MARKER: DB = BENCH MARK DISK
 BJ0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0311_SP_SET: BRIDGE
 BJ0311_STAMPING: X 292 1976
 BJ0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0311
 BJ0311  HISTORY     - Date     Condition        Report By
 BJ0311  HISTORY     - 1976     MONUMENTED       NGS
 BJ0311
 BJ0311                          STATION DESCRIPTION
 BJ0311
 BJ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0311'IN BAYOU SORREL.
 BJ0311'AT BAYOU SORREL AT THE CONCRETE AND METAL DRAW BRIDGE OVER THE GRAND
 BJ0311'RIVER, 26 FT SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 BJ0311'OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, 1 FT NORTHWEST OF THE
 BJ0311'SOUTHEAST END OF THE ABUTMENT, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU0077 ***********************************************************************
 AU0077  DESIGNATION -  X 293
 AU0077  PID         -  AU0077
 AU0077  STATE/COUNTY-  LA/ST MARTIN
 AU0077  USGS QUAD   -  PIERRE PART (1980)
 AU0077
 AU0077                         *CURRENT SURVEY CONTROL
 AU0077  ___________________________________________________________________
 AU0077* NAD 83(1986)-  29 54 30.     (N)    091 12 58.     (W)     SCALED    
 AU0077* NAVD 88     -         2.585  (meters)       8.48   (feet)  ADJUSTED  
 AU0077  ___________________________________________________________________
 AU0077  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU0077  DYNAMIC HT  -           2.582 (meters)       8.47  (feet)  COMP
 AU0077  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 AU0077
 AU0077  VERT ORDER  -  FIRST     CLASS I
 AU0077
 AU0077.The horizontal coordinates were scaled from a topographic map and have
 AU0077.an estimated accuracy of +/- 6 seconds.
 AU0077
 AU0077.The orthometric height was determined by differential leveling
 AU0077.and adjusted by the National Geodetic Survey in February 1994..
 AU0077
 AU0077.The geoid height was determined by GEOID03.
 AU0077
 AU0077.The dynamic height is computed by dividing the NAVD 88
 AU0077.geopotential number by the normal gravity value computed on the
 AU0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU0077.degrees latitude (g = 980.6199 gals.).
 AU0077
 AU0077.The modeled gravity was interpolated from observed gravity values.
 AU0077
 AU0077;                    North         East    Units  Estimated Accuracy
 AU0077;SPC LA S     -   156,110.    1,011,320.      MT  (+/- 180 meters Scaled)
 AU0077
 AU0077                          SUPERSEDED SURVEY CONTROL
 AU0077
 AU0077  NGVD 29 (??/??/??)    2.646  (m)            8.68   (f) ADJUSTED    1 1
 AU0077
 AU0077.Superseded values are not recommended for survey control.
 AU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0077.See file dsdata.txt to determine how the superseded data were derived.
 AU0077
 AU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP722099(NAD 83)
 AU0077_MARKER: DB = BENCH MARK DISK
 AU0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AU0077_SP_SET: BRIDGE
 AU0077_STAMPING: X 293 1976
 AU0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0077
 AU0077  HISTORY     - Date     Condition        Report By
 AU0077  HISTORY     - 1976     MONUMENTED       NGS
 AU0077  HISTORY     - 1985     GOOD             LADTD
 AU0077
 AU0077                          STATION DESCRIPTION
 AU0077
 AU0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AU0077'IN BELLE RIVER.
 AU0077'AT BELLE RIVER, AT THE STATE HIGHWAY 70 DRAWBRIDGE OVER THE BELLE
 AU0077'RIVER, 16 FT EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 AU0077'EAST END OF THE SOUTH CONCRETE ABUTMENT, 0.9 FT WEST OF THE EAST END
 AU0077'OF THE ABUTMENT.
 AU0077
 AU0077                          STATION RECOVERY (1985)
 AU0077
 AU0077'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 AU0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0921 ***********************************************************************
 BJ0921  DESIGNATION -  X 294
 BJ0921  PID         -  BJ0921
 BJ0921  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0921  USGS QUAD   -  ALBANY (1974)
 BJ0921
 BJ0921                         *CURRENT SURVEY CONTROL
 BJ0921  ___________________________________________________________________
 BJ0921* NAD 83(1986)-  30 30 17.     (N)    090 32 43.     (W)     SCALED    
 BJ0921* NAVD 88     -        10.215  (meters)      33.51   (feet)  ADJUSTED  
 BJ0921  ___________________________________________________________________
 BJ0921  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ0921  DYNAMIC HT  -          10.201 (meters)      33.47  (feet)  COMP
 BJ0921  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BJ0921
 BJ0921  VERT ORDER  -  FIRST     CLASS I
 BJ0921
 BJ0921.The horizontal coordinates were scaled from a topographic map and have
 BJ0921.an estimated accuracy of +/- 6 seconds.
 BJ0921
 BJ0921.The orthometric height was determined by differential leveling
 BJ0921.and adjusted by the National Geodetic Survey in February 1994..
 BJ0921
 BJ0921.The geoid height was determined by GEOID03.
 BJ0921
 BJ0921.The dynamic height is computed by dividing the NAVD 88
 BJ0921.geopotential number by the normal gravity value computed on the
 BJ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0921.degrees latitude (g = 980.6199 gals.).
 BJ0921
 BJ0921.The modeled gravity was interpolated from observed gravity values.
 BJ0921
 BJ0921;                    North         East    Units  Estimated Accuracy
 BJ0921;SPC LA S     -   222,480.    1,075,650.      MT  (+/- 180 meters Scaled)
 BJ0921
 BJ0921                          SUPERSEDED SURVEY CONTROL
 BJ0921
 BJ0921  NAVD 88 (06/15/91)   10.253  (m)           33.64   (f) UNKNOWN     1 1
 BJ0921  NGVD 29 (??/??/??)   10.231  (m)           33.57   (f) ADJUSTED    1 1
 BJ0921
 BJ0921.Superseded values are not recommended for survey control.
 BJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0921.See file dsdata.txt to determine how the superseded data were derived.
 BJ0921
 BJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP355772(NAD 83)
 BJ0921_MARKER: DB = BENCH MARK DISK
 BJ0921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0921_SP_SET: BRIDGE
 BJ0921_STAMPING: X 294 1976
 BJ0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0921
 BJ0921  HISTORY     - Date     Condition        Report By
 BJ0921  HISTORY     - 1976     MONUMENTED       NGS
 BJ0921  HISTORY     - 1978     GOOD             USE
 BJ0921  HISTORY     - 1979     GOOD             LADTD
 BJ0921
 BJ0921                          STATION DESCRIPTION
 BJ0921
 BJ0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0921'2.2 MI EAST FROM ALBANY.
 BJ0921'2.2 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0921'HIGHWAY 43, AT A CONCRETE HIGHWAY BRIDGE OVER THE NATALBANY RIVER,
 BJ0921'20 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.0 FT. SOUTH OF THE
 BJ0921'NORTH END OF THE ABUTMENT, IN THE TOP OF THE NORTH END OF THE EAST
 BJ0921'CONCRETE BRIDGE ABUTMENT.
 BJ0921
 BJ0921                          STATION RECOVERY (1978)
 BJ0921
 BJ0921'RECOVERY NOTE BY US ENGINEERS 1978
 BJ0921'RECOVERED IN GOOD CONDITION.
 BJ0921
 BJ0921                          STATION RECOVERY (1979)
 BJ0921
 BJ0921'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0336 ***********************************************************************
 BJ0336  DESIGNATION -  X 295
 BJ0336  PID         -  BJ0336
 BJ0336  STATE/COUNTY-  LA/ST LANDRY
 BJ0336  USGS QUAD   -  PORT BARRE (1994)
 BJ0336
 BJ0336                         *CURRENT SURVEY CONTROL
 BJ0336  ___________________________________________________________________
 BJ0336* NAD 83(1986)-  30 32 51.     (N)    091 54 20.     (W)     SCALED    
 BJ0336* NAVD 88     -         5.705  (meters)      18.72   (feet)  ADJUSTED  
 BJ0336  ___________________________________________________________________
 BJ0336  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0336  DYNAMIC HT  -           5.698 (meters)      18.69  (feet)  COMP
 BJ0336  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BJ0336
 BJ0336  VERT ORDER  -  FIRST     CLASS I
 BJ0336
 BJ0336.The horizontal coordinates were scaled from a topographic map and have
 BJ0336.an estimated accuracy of +/- 6 seconds.
 BJ0336
 BJ0336.The orthometric height was determined by differential leveling
 BJ0336.and adjusted by the National Geodetic Survey in February 1994..
 BJ0336
 BJ0336.The geoid height was determined by GEOID03.
 BJ0336
 BJ0336.The dynamic height is computed by dividing the NAVD 88
 BJ0336.geopotential number by the normal gravity value computed on the
 BJ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0336.degrees latitude (g = 980.6199 gals.).
 BJ0336
 BJ0336.The modeled gravity was interpolated from observed gravity values.
 BJ0336
 BJ0336;                    North         East    Units  Estimated Accuracy
 BJ0336;SPC LA S     -   227,090.      945,100.      MT  (+/- 180 meters Scaled)
 BJ0336
 BJ0336                          SUPERSEDED SURVEY CONTROL
 BJ0336
 BJ0336  NAVD 88 (06/15/91)    5.711  (m)           18.74   (f) UNKNOWN     1 1
 BJ0336  NGVD 29 (??/??/??)    5.683  (m)           18.64   (f) ADJUSTED    1 1
 BJ0336
 BJ0336.Superseded values are not recommended for survey control.
 BJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0336.See file dsdata.txt to determine how the superseded data were derived.
 BJ0336
 BJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP049799(NAD 83)
 BJ0336_MARKER: DB = BENCH MARK DISK
 BJ0336_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0336_SP_SET: COPPER-CLAD STEEL ROD
 BJ0336_STAMPING: X 295 1976
 BJ0336_MARK LOGO: NGS   
 BJ0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0336
 BJ0336  HISTORY     - Date     Condition        Report By
 BJ0336  HISTORY     - 1976     MONUMENTED       NGS
 BJ0336  HISTORY     - 1986     GOOD             NGS
 BJ0336
 BJ0336                          STATION DESCRIPTION
 BJ0336
 BJ0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0336'3.45 MI EAST FROM PORT BARRE.
 BJ0336'3.45 MILES EAST ALONG U.S. HIGHWAY 190 FROM ITS JUNCTION WITH STATE
 BJ0336'HIGHWAY 103 NORTH AT PORT BARRE, AT A POWER LINE CROSSING, 60 FT NORTH
 BJ0336'OF THE CENTER LINE OF TE WEST BOUND LANES OF HIGHWAY 190, 202 FT
 BJ0336'EAST OF THE CENTER LINE OF A DRIVE NORTH TO OIL TANK AND A OIL PUMP,
 BJ0336'2.5 FT SOUTH OF POWER POLE 612-195-9507-25A, 1.5 FT SOUTH OF A FENCE
 BJ0336'LINE.
 BJ0336
 BJ0336                          STATION RECOVERY (1986)
 BJ0336
 BJ0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0765 ***********************************************************************
 BK0765  DESIGNATION -  X 30
 BK0765  PID         -  BK0765
 BK0765  STATE/COUNTY-  LA/EVANGELINE
 BK0765  USGS QUAD   -  BASILE (1985)
 BK0765
 BK0765                         *CURRENT SURVEY CONTROL
 BK0765  ___________________________________________________________________
 BK0765* NAD 83(1986)-  30 29 21.     (N)    092 33 36.     (W)     SCALED    
 BK0765* NAVD 88     -        14.18   (+/-2cm)      46.5    (feet)  VERTCON   
 BK0765  ___________________________________________________________________
 BK0765  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0765
 BK0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0765
 BK0765.The horizontal coordinates were scaled from a topographic map and have
 BK0765.an estimated accuracy of +/- 6 seconds.
 BK0765
 BK0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0765.The vertical order pertains to the NGVD 29 superseded value.
 BK0765
 BK0765.The geoid height was determined by GEOID03.
 BK0765
 BK0765;                    North         East    Units  Estimated Accuracy
 BK0765;SPC LA S     -   221,120.      882,240.      MT  (+/- 180 meters Scaled)
 BK0765
 BK0765                          SUPERSEDED SURVEY CONTROL
 BK0765
 BK0765  NGVD 29 (??/??/??)   14.133  (m)           46.37   (f) ADJUSTED    2 0
 BK0765
 BK0765.Superseded values are not recommended for survey control.
 BK0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0765.See file dsdata.txt to determine how the superseded data were derived.
 BK0765
 BK0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP422730(NAD 83)
 BK0765_MARKER: DB = BENCH MARK DISK
 BK0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0765_STAMPING: X 30 1935
 BK0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0765+STABILITY: SURFACE MOTION
 BK0765
 BK0765  HISTORY     - Date     Condition        Report By
 BK0765  HISTORY     - 1935     MONUMENTED       CGS
 BK0765
 BK0765                          STATION DESCRIPTION
 BK0765
 BK0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0765'2.1 MI E FROM BASILE.
 BK0765'2.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BK0765'BASILE, EVANGELINE PARISH, 200 FEET WEST OF MILEPOST 561+20, AT A
 BK0765'CURVE TO THE NORTH IN A ROAD PARALLELING THE TRACK, AND 39 FEET NORTH
 BK0765'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED X 30 1935
 BK0765'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2298 ***********************************************************************
 BX2298  DESIGNATION -  X 301
 BX2298  PID         -  BX2298
 BX2298  STATE/COUNTY-  LA/NATCHITOCHES
 BX2298  USGS QUAD   -  ALOHA (1992)
 BX2298
 BX2298                         *CURRENT SURVEY CONTROL
 BX2298  ___________________________________________________________________
 BX2298* NAD 83(1986)-  31 32 41.     (N)    092 45 35.     (W)     SCALED    
 BX2298* NAVD 88     -        27.415  (meters)      89.94   (feet)  ADJUSTED  
 BX2298  ___________________________________________________________________
 BX2298  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX2298  DYNAMIC HT  -          27.383 (meters)      89.84  (feet)  COMP
 BX2298  MODELED GRAV-     979,446.5   (mgal)                       NAVD 88
 BX2298
 BX2298  VERT ORDER  -  FIRST     CLASS I
 BX2298
 BX2298.The horizontal coordinates were scaled from a topographic map and have
 BX2298.an estimated accuracy of +/- 6 seconds.
 BX2298
 BX2298.The orthometric height was determined by differential leveling
 BX2298.and adjusted by the National Geodetic Survey in February 1994..
 BX2298
 BX2298.The geoid height was determined by GEOID03.
 BX2298
 BX2298.The dynamic height is computed by dividing the NAVD 88
 BX2298.geopotential number by the normal gravity value computed on the
 BX2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2298.degrees latitude (g = 980.6199 gals.).
 BX2298
 BX2298.The modeled gravity was interpolated from observed gravity values.
 BX2298
 BX2298;                    North         East    Units  Estimated Accuracy
 BX2298;SPC LA N     -   115,860.      975,340.      MT  (+/- 180 meters Scaled)
 BX2298
 BX2298                          SUPERSEDED SURVEY CONTROL
 BX2298
 BX2298  NAVD 88 (06/15/91)   27.415  (m)           89.94   (f) UNKNOWN     1 1
 BX2298  NGVD 29 (??/??/??)   27.427  (m)           89.98   (f) ADJUSTED    1 1
 BX2298
 BX2298.Superseded values are not recommended for survey control.
 BX2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2298.See file dsdata.txt to determine how the superseded data were derived.
 BX2298
 BX2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ228899(NAD 83)
 BX2298_MARKER: DB = BENCH MARK DISK
 BX2298_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2298+WITH SETTING: INTO GROUND
 BX2298_SP_SET: METAL ROD WITH BASE PLATE
 BX2298_STAMPING: X 301 1977
 BX2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2298+STABILITY: SURFACE MOTION
 BX2298
 BX2298  HISTORY     - Date     Condition        Report By
 BX2298  HISTORY     - 1977     MONUMENTED       NGS
 BX2298
 BX2298                          STATION DESCRIPTION
 BX2298
 BX2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2298'14.8 MI EAST FROM CLOUTIERVILLE.
 BX2298'7.85 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2298'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 6.95 MILES
 BX2298'SOUTHEAST ALONG THE LEVEE, 86 FEET SOUTHWEST OF THE CENTER OF THE
 BX2298'LEVEE, 73 FEET SOUTH OF MILEPOST NO. 35, AND 1 FOOT NORTHEAST OF
 BX2298'A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2270 ***********************************************************************
 BX2270  DESIGNATION -  X 302
 BX2270  PID         -  BX2270
 BX2270  STATE/COUNTY-  LA/RAPIDES
 BX2270  USGS QUAD   -  ALEXANDRIA (1992)
 BX2270
 BX2270                         *CURRENT SURVEY CONTROL
 BX2270  ___________________________________________________________________
 BX2270* NAD 83(1986)-  31 18 11.     (N)    092 26 06.     (W)     SCALED    
 BX2270* NAVD 88     -        22.753  (meters)      74.65   (feet)  ADJUSTED  
 BX2270  ___________________________________________________________________
 BX2270  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX2270  DYNAMIC HT  -          22.725 (meters)      74.56  (feet)  COMP
 BX2270  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 BX2270
 BX2270  VERT ORDER  -  FIRST     CLASS I
 BX2270
 BX2270.The horizontal coordinates were scaled from a topographic map and have
 BX2270.an estimated accuracy of +/- 6 seconds.
 BX2270
 BX2270.The orthometric height was determined by differential leveling
 BX2270.and adjusted by the National Geodetic Survey in February 1994..
 BX2270
 BX2270.The geoid height was determined by GEOID03.
 BX2270
 BX2270.The dynamic height is computed by dividing the NAVD 88
 BX2270.geopotential number by the normal gravity value computed on the
 BX2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2270.degrees latitude (g = 980.6199 gals.).
 BX2270
 BX2270.The modeled gravity was interpolated from observed gravity values.
 BX2270
 BX2270;                    North         East    Units  Estimated Accuracy
 BX2270;SPC LA N     -    89,040.    1,006,190.      MT  (+/- 180 meters Scaled)
 BX2270
 BX2270                          SUPERSEDED SURVEY CONTROL
 BX2270
 BX2270  NAVD 88 (06/15/91)   22.753  (m)           74.65   (f) UNKNOWN     1 1
 BX2270  NGVD 29 (??/??/??)   22.740  (m)           74.61   (f) ADJUSTED    1 1
 BX2270
 BX2270.Superseded values are not recommended for survey control.
 BX2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2270.See file dsdata.txt to determine how the superseded data were derived.
 BX2270
 BX2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ537633(NAD 83)
 BX2270_MARKER: DB = BENCH MARK DISK
 BX2270_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2270+WITH SETTING: INTO GROUND
 BX2270_SP_SET: METAL ROD WITH BASE PLATE
 BX2270_STAMPING: X 302 1977
 BX2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2270+STABILITY: SURFACE MOTION
 BX2270
 BX2270  HISTORY     - Date     Condition        Report By
 BX2270  HISTORY     - 1977     MONUMENTED       NGS
 BX2270  HISTORY     - 19990424 GOOD             USPSQD
 BX2270
 BX2270                          STATION DESCRIPTION
 BX2270
 BX2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2270'0.9 MI SE FROM ALEXANDRIA.
 BX2270'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 1 AND THIRD STREET FROM
 BX2270'CITY HALL AT ALEXANDRIA, 54 FEET SOUTHEAST OF THE CENTER LINE
 BX2270'OF BOGAN STREET, 41 FEET SOUTHWEST OF THE CENTER LINE OF THIRD
 BX2270'STREET, 22 FEET EAST OF THE SOUTHEAST CORNER OF A WHITE FRAME
 BX2270'MUNICIPAL GAS SYSTEM BUILDING, 1 FOOT NORTH OF A CYCLONE FENCE.
 BX2270
 BX2270                          STATION RECOVERY (1999)
 BX2270
 BX2270'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2310 ***********************************************************************
 BX2310  DESIGNATION -  X 303
 BX2310  PID         -  BX2310
 BX2310  STATE/COUNTY-  LA/NATCHITOCHES
 BX2310  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2310
 BX2310                         *CURRENT SURVEY CONTROL
 BX2310  ___________________________________________________________________
 BX2310* NAD 83(1986)-  31 37 23.     (N)    092 54 17.     (W)     SCALED    
 BX2310* NAVD 88     -        29.017  (meters)      95.20   (feet)  ADJUSTED  
 BX2310  ___________________________________________________________________
 BX2310  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2310  DYNAMIC HT  -          28.983 (meters)      95.09  (feet)  COMP
 BX2310  MODELED GRAV-     979,446.4   (mgal)                       NAVD 88
 BX2310
 BX2310  VERT ORDER  -  FIRST     CLASS I
 BX2310
 BX2310.The horizontal coordinates were scaled from a topographic map and have
 BX2310.an estimated accuracy of +/- 6 seconds.
 BX2310
 BX2310.The orthometric height was determined by differential leveling
 BX2310.and adjusted by the National Geodetic Survey in February 1994..
 BX2310
 BX2310.The geoid height was determined by GEOID03.
 BX2310
 BX2310.The dynamic height is computed by dividing the NAVD 88
 BX2310.geopotential number by the normal gravity value computed on the
 BX2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2310.degrees latitude (g = 980.6199 gals.).
 BX2310
 BX2310.The modeled gravity was interpolated from observed gravity values.
 BX2310
 BX2310;                    North         East    Units  Estimated Accuracy
 BX2310;SPC LA N     -   124,590.      961,600.      MT  (+/- 180 meters Scaled)
 BX2310
 BX2310                          SUPERSEDED SURVEY CONTROL
 BX2310
 BX2310  NAVD 88 (06/15/91)   29.017  (m)           95.20   (f) UNKNOWN     1 1
 BX2310  NGVD 29 (??/??/??)   29.039  (m)           95.27   (f) ADJUSTED    1 1
 BX2310
 BX2310.Superseded values are not recommended for survey control.
 BX2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2310.See file dsdata.txt to determine how the superseded data were derived.
 BX2310
 BX2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ090986(NAD 83)
 BX2310_MARKER: DB = BENCH MARK DISK
 BX2310_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2310+WITH SETTING: INTO GROUND
 BX2310_SP_SET: METAL ROD WITH BASE PLATE
 BX2310_STAMPING: X 303 1977
 BX2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2310+STABILITY: SURFACE MOTION
 BX2310
 BX2310  HISTORY     - Date     Condition        Report By
 BX2310  HISTORY     - 1977     MONUMENTED       NGS
 BX2310
 BX2310                          STATION DESCRIPTION
 BX2310
 BX2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2310'12.3 MI NW FROM CLOUTIERVILLE.
 BX2310'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2310'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 4.5 MILES
 BX2310'NORTHWEST ALONG THE LEVEE, 115 FEET NORTHWEST OF A FENCE CROSSING
 BX2310'WITH CATTLE GUARD, 87 FEET SOUTHWEST OF THE CENTER OF THE LEVEE,
 BX2310'AND 2 FEET NORTHEAST OF A FENCE PARALLEL TO THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2369 ***********************************************************************
 BX2369  DESIGNATION -  X 304
 BX2369  PID         -  BX2369
 BX2369  STATE/COUNTY-  LA/RED RIVER
 BX2369  USGS QUAD   -  HANNA (1992)
 BX2369
 BX2369                         *CURRENT SURVEY CONTROL
 BX2369  ___________________________________________________________________
 BX2369* NAD 83(1986)-  31 58 58.     (N)    093 22 01.     (W)     SCALED    
 BX2369* NAVD 88     -        40.303  (meters)     132.23   (feet)  ADJUSTED  
 BX2369  ___________________________________________________________________
 BX2369  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX2369  DYNAMIC HT  -          40.256 (meters)     132.07  (feet)  COMP
 BX2369  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 BX2369
 BX2369  VERT ORDER  -  FIRST     CLASS I
 BX2369
 BX2369.The horizontal coordinates were scaled from a topographic map and have
 BX2369.an estimated accuracy of +/- 6 seconds.
 BX2369
 BX2369.The orthometric height was determined by differential leveling
 BX2369.and adjusted by the National Geodetic Survey in February 1994..
 BX2369
 BX2369.The geoid height was determined by GEOID03.
 BX2369
 BX2369.The dynamic height is computed by dividing the NAVD 88
 BX2369.geopotential number by the normal gravity value computed on the
 BX2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2369.degrees latitude (g = 980.6199 gals.).
 BX2369
 BX2369.The modeled gravity was interpolated from observed gravity values.
 BX2369
 BX2369;                    North         East    Units  Estimated Accuracy
 BX2369;SPC LA N     -   164,730.      918,070.      MT  (+/- 180 meters Scaled)
 BX2369
 BX2369                          SUPERSEDED SURVEY CONTROL
 BX2369
 BX2369  NAVD 88 (06/15/91)   40.303  (m)          132.23   (f) UNKNOWN     1 1
 BX2369  NGVD 29 (??/??/??)   40.360  (m)          132.41   (f) ADJUSTED    1 1
 BX2369
 BX2369.Superseded values are not recommended for survey control.
 BX2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2369.See file dsdata.txt to determine how the superseded data were derived.
 BX2369
 BX2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR653385(NAD 83)
 BX2369_MARKER: DB = BENCH MARK DISK
 BX2369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2369_SP_SET: CONCRETE HEADWALL
 BX2369_STAMPING: X 304 1977
 BX2369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2369
 BX2369  HISTORY     - Date     Condition        Report By
 BX2369  HISTORY     - 1977     MONUMENTED       NGS
 BX2369  HISTORY     - 20010922 GOOD             USPSQD
 BX2369  HISTORY     - 20060610 GOOD             USPSQD
 BX2369
 BX2369                          STATION DESCRIPTION
 BX2369
 BX2369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2369'1.9 MI NW FROM HANNA.
 BX2369'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX2369'AT HANNA, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BX2369'6 INCHES NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE HEADWALL
 BX2369'OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 BX2369
 BX2369                          STATION RECOVERY (2001)
 BX2369
 BX2369'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPM)
 BX2369'RECOVERED IN GOOD CONDITION.
 BX2369
 BX2369                          STATION RECOVERY (2006)
 BX2369
 BX2369'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 BX2369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2132 ***********************************************************************
 CQ2132  DESIGNATION -  X 305
 CQ2132  PID         -  CQ2132
 CQ2132  STATE/COUNTY-  LA/CADDO
 CQ2132  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2132
 CQ2132                         *CURRENT SURVEY CONTROL
 CQ2132  ___________________________________________________________________
 CQ2132* NAD 83(1986)-  32 34 31.     (N)    093 45 00.     (W)     SCALED    
 CQ2132* NAVD 88     -        53.968  (meters)     177.06   (feet)  ADJUSTED  
 CQ2132  ___________________________________________________________________
 CQ2132  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2132  DYNAMIC HT  -          53.908 (meters)     176.86  (feet)  COMP
 CQ2132  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 CQ2132
 CQ2132  VERT ORDER  -  FIRST     CLASS I
 CQ2132
 CQ2132.The horizontal coordinates were scaled from a topographic map and have
 CQ2132.an estimated accuracy of +/- 6 seconds.
 CQ2132
 CQ2132.The orthometric height was determined by differential leveling
 CQ2132.and adjusted by the National Geodetic Survey in June 1991..
 CQ2132
 CQ2132.The geoid height was determined by GEOID03.
 CQ2132
 CQ2132.The dynamic height is computed by dividing the NAVD 88
 CQ2132.geopotential number by the normal gravity value computed on the
 CQ2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2132.degrees latitude (g = 980.6199 gals.).
 CQ2132
 CQ2132.The modeled gravity was interpolated from observed gravity values.
 CQ2132
 CQ2132;                    North         East    Units  Estimated Accuracy
 CQ2132;SPC LA N     -   230,780.      882,630.      MT  (+/- 180 meters Scaled)
 CQ2132
 CQ2132                          SUPERSEDED SURVEY CONTROL
 CQ2132
 CQ2132  NGVD 29 (??/??/??)   54.025  (m)          177.25   (f) ADJUSTED    1 1
 CQ2132
 CQ2132.Superseded values are not recommended for survey control.
 CQ2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2132.See file dsdata.txt to determine how the superseded data were derived.
 CQ2132
 CQ2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS296044(NAD 83)
 CQ2132_MARKER: DB = BENCH MARK DISK
 CQ2132_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2132+WITH SETTING: INTO GROUND
 CQ2132_SP_SET: METAL ROD WITH BASE PLATE
 CQ2132_STAMPING: X 305
 CQ2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2132+STABILITY: SURFACE MOTION
 CQ2132
 CQ2132  HISTORY     - Date     Condition        Report By
 CQ2132  HISTORY     - 1977     MONUMENTED       NGS
 CQ2132  HISTORY     - 19991016 GOOD             USPSQD
 CQ2132
 CQ2132                          STATION DESCRIPTION
 CQ2132
 CQ2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2132'4.0 MI NORTH FROM SHREVEPORT.
 CQ2132'1.6 MILES NORTHWEST ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT
 CQ2132'TERMINAL BUILDING, THENCE 2.4 MILES NORTHEAST ALONG LEVEE, 27 FEET
 CQ2132'NORTHWEST OF THE CENTER OF LEVEE, 13 FEET NORTHEAST OF THE CENTER
 CQ2132'OF A DIRT ROAD CROSSING LEVEE, 13 FEET SOUTH OF A POWERLINE POLE,
 CQ2132'4 FEET NORTH OF A BARBED WIRE FENCE, AND 2 FEET SOUTHEAST OF A FENCE.
 CQ2132
 CQ2132                          STATION RECOVERY (1999)
 CQ2132
 CQ2132'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2160 ***********************************************************************
 CQ2160  DESIGNATION -  X 306
 CQ2160  PID         -  CQ2160
 CQ2160  STATE/COUNTY-  LA/CADDO
 CQ2160  USGS QUAD   -  GILLIAM (1971)
 CQ2160
 CQ2160                         *CURRENT SURVEY CONTROL
 CQ2160  ___________________________________________________________________
 CQ2160* NAD 83(1986)-  32 47 06.     (N)    093 47 33.     (W)     SCALED    
 CQ2160* NAVD 88     -        58.172  (meters)     190.85   (feet)  ADJUSTED  
 CQ2160  ___________________________________________________________________
 CQ2160  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ2160  DYNAMIC HT  -          58.108 (meters)     190.64  (feet)  COMP
 CQ2160  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CQ2160
 CQ2160  VERT ORDER  -  FIRST     CLASS I
 CQ2160
 CQ2160.The horizontal coordinates were scaled from a topographic map and have
 CQ2160.an estimated accuracy of +/- 6 seconds.
 CQ2160
 CQ2160.The orthometric height was determined by differential leveling
 CQ2160.and adjusted by the National Geodetic Survey in June 1991..
 CQ2160
 CQ2160.The geoid height was determined by GEOID03.
 CQ2160
 CQ2160.The dynamic height is computed by dividing the NAVD 88
 CQ2160.geopotential number by the normal gravity value computed on the
 CQ2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2160.degrees latitude (g = 980.6199 gals.).
 CQ2160
 CQ2160.The modeled gravity was interpolated from observed gravity values.
 CQ2160
 CQ2160;                    North         East    Units  Estimated Accuracy
 CQ2160;SPC LA N     -   254,080.      878,920.      MT  (+/- 180 meters Scaled)
 CQ2160
 CQ2160                          SUPERSEDED SURVEY CONTROL
 CQ2160
 CQ2160  NGVD 29 (??/??/??)   58.230  (m)          191.04   (f) ADJUSTED    1 1
 CQ2160
 CQ2160.Superseded values are not recommended for survey control.
 CQ2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2160.See file dsdata.txt to determine how the superseded data were derived.
 CQ2160
 CQ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS257277(NAD 83)
 CQ2160_MARKER: DB = BENCH MARK DISK
 CQ2160_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2160+WITH SETTING: INTO GROUND
 CQ2160_SP_SET: METAL ROD WITH BASE PLATE
 CQ2160_STAMPING: X 306 1977
 CQ2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2160+STABILITY: SURFACE MOTION
 CQ2160
 CQ2160  HISTORY     - Date     Condition        Report By
 CQ2160  HISTORY     - 1977     MONUMENTED       NGS
 CQ2160
 CQ2160                          STATION DESCRIPTION
 CQ2160
 CQ2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2160'4.7 MI NE FROM BELCHER.
 CQ2160'0.6 MILE NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2160'BELCHER, THENCE 2.7 MILES EAST ALONG BELCHER RIVER ROAD, THENCE 1.4
 CQ2160'MILES NORTH ALONG THE LEVEE, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 CQ2160'THE LEVEE, 2 FEET NORTHWEST OF A BARBED WIRE FENCE CROSSING THE LEVEE,
 CQ2160'AND 2 FEET NORTHEAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1096 ***********************************************************************
 DL1096  DESIGNATION -  X 307
 DL1096  PID         -  DL1096
 DL1096  STATE/COUNTY-  LA/CADDO
 DL1096  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1096
 DL1096                         *CURRENT SURVEY CONTROL
 DL1096  ___________________________________________________________________
 DL1096* NAD 83(1986)-  33 01 06.     (N)    093 49 44.     (W)     SCALED    
 DL1096* NAVD 88     -        62.917  (meters)     206.42   (feet)  ADJUSTED  
 DL1096  ___________________________________________________________________
 DL1096  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DL1096  DYNAMIC HT  -          62.848 (meters)     206.19  (feet)  COMP
 DL1096  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 DL1096
 DL1096  VERT ORDER  -  FIRST     CLASS I
 DL1096
 DL1096.The horizontal coordinates were scaled from a topographic map and have
 DL1096.an estimated accuracy of +/- 6 seconds.
 DL1096
 DL1096.The orthometric height was determined by differential leveling
 DL1096.and adjusted by the National Geodetic Survey in June 1991..
 DL1096
 DL1096.The geoid height was determined by GEOID03.
 DL1096
 DL1096.The dynamic height is computed by dividing the NAVD 88
 DL1096.geopotential number by the normal gravity value computed on the
 DL1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1096.degrees latitude (g = 980.6199 gals.).
 DL1096
 DL1096.The modeled gravity was interpolated from observed gravity values.
 DL1096
 DL1096;                    North         East    Units  Estimated Accuracy
 DL1096;SPC LA N     -   280,000.      875,830.      MT  (+/- 180 meters Scaled)
 DL1096
 DL1096                          SUPERSEDED SURVEY CONTROL
 DL1096
 DL1096  NGVD 29 (??/??/??)   62.955  (m)          206.54   (f) ADJUSTED    1 1
 DL1096
 DL1096.Superseded values are not recommended for survey control.
 DL1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1096.See file dsdata.txt to determine how the superseded data were derived.
 DL1096
 DL1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS225536(NAD 83)
 DL1096_MARKER: DB = BENCH MARK DISK
 DL1096_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1096+WITH SETTING: INTO GROUND
 DL1096_SP_SET: METAL ROD WITH BASE PLATE
 DL1096_STAMPING: X 307 1977
 DL1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1096+STABILITY: SURFACE MOTION
 DL1096
 DL1096  HISTORY     - Date     Condition        Report By
 DL1096  HISTORY     - 1977     MONUMENTED       NGS
 DL1096
 DL1096                          STATION DESCRIPTION
 DL1096
 DL1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1096'17.0 MI NORTH FROM GILLIAM.
 DL1096'8.7 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 DL1096'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 0.9 MILE EAST
 DL1096'ALONG DOMINICK ROAD NUMBER 1, THENCE 7.4 MILES NORTH ALONG THE LEVEE,
 DL1096'ALSO 13.6 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD
 DL1096'FROM THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM , THENCE 2.3 MILES
 DL1096'EAST AND NORTH ALONG A PAVED AND DIRT ROAD, AT THE NORTH END OF OF THE
 DL1096'LEVEE, 69 FEET WEST OF THE CENTER OF THE LEVEE, 61 FEET NORTH OF THE
 DL1096'JUNCTION POWERLINE POLE NUMBER 86 WITH A TRANSFORMER AND 3 GUY WIRES,
 DL1096'49 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD CROSSIN G THE LEVEE,
 DL1096'23 FEET EAST OF THE CENTER OF A DIRT ROAD PARALLEL TO THE LEVEE,
 DL1096'14 FEET SOUTH OF A BARBED WIRE FENCE CROSSING THE LEVEE, AND 2 FEET
 DL1096'EAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2423 ***********************************************************************
 CQ2423  DESIGNATION -  X 329
 CQ2423  PID         -  CQ2423
 CQ2423  STATE/COUNTY-  LA/WEBSTER
 CQ2423  USGS QUAD   -  FRYEBURG (1986)
 CQ2423
 CQ2423                         *CURRENT SURVEY CONTROL
 CQ2423  ___________________________________________________________________
 CQ2423* NAD 83(1986)-  32 27 17.     (N)    093 09 46.     (W)     SCALED    
 CQ2423* NAVD 88     -        63.41   (+/-2cm)     208.0    (feet)  VERTCON   
 CQ2423  ___________________________________________________________________
 CQ2423  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2423
 CQ2423  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2423
 CQ2423.The horizontal coordinates were scaled from a topographic map and have
 CQ2423.an estimated accuracy of +/- 6 seconds.
 CQ2423
 CQ2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2423.The vertical order pertains to the NGVD 29 superseded value.
 CQ2423
 CQ2423.The geoid height was determined by GEOID03.
 CQ2423
 CQ2423;                    North         East    Units  Estimated Accuracy
 CQ2423;SPC LA N     -   216,920.      937,690.      MT  (+/- 180 meters Scaled)
 CQ2423
 CQ2423                          SUPERSEDED SURVEY CONTROL
 CQ2423
 CQ2423  NGVD 29 (??/??/??)   63.479  (m)          208.26   (f) ADJUSTED    1 1
 CQ2423
 CQ2423.Superseded values are not recommended for survey control.
 CQ2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2423.See file dsdata.txt to determine how the superseded data were derived.
 CQ2423
 CQ2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR847908(NAD 83)
 CQ2423_MARKER: DB = BENCH MARK DISK
 CQ2423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2423_SP_SET: 20 FT 5/8 IN ROD
 CQ2423_STAMPING: X 329 1977
 CQ2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2423
 CQ2423  HISTORY     - Date     Condition        Report By
 CQ2423  HISTORY     - 1977     MONUMENTED       NGS
 CQ2423
 CQ2423                          STATION DESCRIPTION
 CQ2423
 CQ2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2423'9.8 MI SE FROM DUBBERLY.
 CQ2423'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2423'ERLY, THENCH 1.0 MILE EAST ALONG PARISH ROAD 171, 175 FEET SOUTH OF
 CQ2423'THE CENTER LINE OF THE ROAD, 259 FT WEST OF THE CENTER LINE OF PARISH
 CQ2423'ROAD 170, 155 FEET SOUTH OF A POWERLINE POLE WITH A STREET LIGHT AND
 CQ2423'A TRANSFROMER, 2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE EAST
 CQ2423'WING OF THE GALILEE BAPTIST CHURCH, AND 1 FOOT EAST OF THE EAST WALL
 CQ2423'OF THE WING. A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF
 CQ2423'4 FT ENCACSED IN A PIPE PROJECTING +1 INCH.
 CQ2423'ABOUT LEVEL WITH ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2463 ***********************************************************************
 CQ2463  DESIGNATION -  X 330
 CQ2463  PID         -  CQ2463
 CQ2463  STATE/COUNTY-  LA/BIENVILLE
 CQ2463  USGS QUAD   -  SALINE (1986)
 CQ2463
 CQ2463                         *CURRENT SURVEY CONTROL
 CQ2463  ___________________________________________________________________
 CQ2463* NAD 83(1986)-  32 14 19.     (N)    092 53 32.     (W)     SCALED    
 CQ2463* NAVD 88     -        60.21   (+/-2cm)     197.5    (feet)  VERTCON   
 CQ2463  ___________________________________________________________________
 CQ2463  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ2463
 CQ2463  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2463
 CQ2463.The horizontal coordinates were scaled from a topographic map and have
 CQ2463.an estimated accuracy of +/- 6 seconds.
 CQ2463
 CQ2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2463.The vertical order pertains to the NGVD 29 superseded value.
 CQ2463
 CQ2463.The geoid height was determined by GEOID03.
 CQ2463
 CQ2463;                    North         East    Units  Estimated Accuracy
 CQ2463;SPC LA N     -   192,840.      963,040.      MT  (+/- 180 meters Scaled)
 CQ2463
 CQ2463                          SUPERSEDED SURVEY CONTROL
 CQ2463
 CQ2463  NGVD 29 (??/??/??)   60.262  (m)          197.71   (f) ADJUSTED    1 1
 CQ2463
 CQ2463.Superseded values are not recommended for survey control.
 CQ2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2463.See file dsdata.txt to determine how the superseded data were derived.
 CQ2463
 CQ2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR101668(NAD 83)
 CQ2463_MARKER: DB = BENCH MARK DISK
 CQ2463_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2463_SP_SET: 35 FEET
 CQ2463_STAMPING: X 330 1977
 CQ2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2463
 CQ2463  HISTORY     - Date     Condition        Report By
 CQ2463  HISTORY     - 1977     MONUMENTED       NGS
 CQ2463
 CQ2463                          STATION DESCRIPTION
 CQ2463
 CQ2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2463'0.6 MI WEST FROM FRIENDSHIP.
 CQ2463'0.6 MILE WEST ALONG STATE HIGHWAYS 4 AND 155 FROM THE JUNCTION OF
 CQ2463'STATE HIGHWAY 501 AT FRIENDSHIP, 0.1 MILE WEST OF THE JUNCTION OF
 CQ2463'A BLACKTOP ROAD LEADING NORTH, ACROSS THE HIGHWAYS FROM A PINK
 CQ2463'HOUSE, 38 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAYS, 42
 CQ2463'FEET NORTHEAST OF THE EXTENDED CENTER OF THE DIRT DRIVEWAY LEADING
 CQ2463'SOUTHEAST TO THE HOUSE, 14 FEET SOUTHEAST OF A BARBED WIRE FENCE,
 CQ2463'11 FEET SOUTHWEST OF A JUNCTION POWER LINE POLE WITH TWO GUY WIRES,
 CQ2463'10 FEET NORTHEAST OF A GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1839 ***********************************************************************
 BW1839  DESIGNATION -  X 336
 BW1839  PID         -  BW1839
 BW1839  STATE/COUNTY-  LA/CONCORDIA
 BW1839  USGS QUAD   -  FERRIDAY SOUTH (1995)
 BW1839
 BW1839                         *CURRENT SURVEY CONTROL
 BW1839  ___________________________________________________________________
 BW1839* NAD 83(1986)-  31 32 09.     (N)    091 30 50.     (W)     SCALED    
 BW1839* NAVD 88     -        19.144  (meters)      62.81   (feet)  ADJUSTED  
 BW1839  ___________________________________________________________________
 BW1839  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW1839  DYNAMIC HT  -          19.121 (meters)      62.73  (feet)  COMP
 BW1839  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 BW1839
 BW1839  VERT ORDER  -  FIRST     CLASS II
 BW1839
 BW1839.The horizontal coordinates were scaled from a topographic map and have
 BW1839.an estimated accuracy of +/- 6 seconds.
 BW1839
 BW1839.The orthometric height was determined by differential leveling
 BW1839.and adjusted by the National Geodetic Survey in February 1994..
 BW1839
 BW1839.The geoid height was determined by GEOID03.
 BW1839
 BW1839.The dynamic height is computed by dividing the NAVD 88
 BW1839.geopotential number by the normal gravity value computed on the
 BW1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1839.degrees latitude (g = 980.6199 gals.).
 BW1839
 BW1839.The modeled gravity was interpolated from observed gravity values.
 BW1839
 BW1839;                    North         East    Units  Estimated Accuracy
 BW1839;SPC LA N     -   115,270.    1,093,640.      MT  (+/- 180 meters Scaled)
 BW1839
 BW1839                          SUPERSEDED SURVEY CONTROL
 BW1839
 BW1839  NAVD 88 (06/15/91)   19.163  (m)           62.87   (f) UNKNOWN     1 2
 BW1839  NGVD 29 (??/??/??)   19.138  (m)           62.79   (f) ADJUSTED    1 2
 BW1839
 BW1839.Superseded values are not recommended for survey control.
 BW1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1839.See file dsdata.txt to determine how the superseded data were derived.
 BW1839
 BW1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ410899(NAD 83)
 BW1839_MARKER: DB = BENCH MARK DISK
 BW1839_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1839_SP_SET: STAINLESS STEEL ROD
 BW1839_STAMPING: X 336 1979
 BW1839_PROJECTION: RECESSED 5 CENTIMETERS
 BW1839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW1839+STABILITY: POSITION/ELEVATION WELL
 BW1839_ROD/PIPE-DEPTH: 9.14 meters
 BW1839
 BW1839  HISTORY     - Date     Condition        Report By
 BW1839  HISTORY     - 1979     MONUMENTED       NGS
 BW1839  HISTORY     - 1981     GOOD             LADTD
 BW1839
 BW1839                          STATION DESCRIPTION
 BW1839
 BW1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1839'5.85 MI SW FROM VIDALIA.
 BW1839'5.85 MILES SOUTHWEST ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF US
 BW1839'HIGHWAY 65 AND 84 IN VIDALIA, AT A POWER LINE JUNCTION  POLE, 31.2
 BW1839'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTHWEST
 BW1839'OF FENCE LINE, 2.5 FEET SOUTHEAST OF POWER POLE NUMBER 04671.
 BW1839'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BW1839'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BW1839
 BW1839                          STATION RECOVERY (1981)
 BW1839
 BW1839'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BW1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1885 ***********************************************************************
 BW1885  DESIGNATION -  X 337
 BW1885  PID         -  BW1885
 BW1885  STATE/COUNTY-  LA/TENSAS
 BW1885  USGS QUAD   -  ST JOSEPH (1986)
 BW1885
 BW1885                         *CURRENT SURVEY CONTROL
 BW1885  ___________________________________________________________________
 BW1885* NAD 83(1986)-  31 57 25.     (N)    091 11 48.     (W)     SCALED    
 BW1885* NAVD 88     -        30.402  (meters)      99.74   (feet)  ADJUSTED  
 BW1885  ___________________________________________________________________
 BW1885  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW1885  DYNAMIC HT  -          30.366 (meters)      99.63  (feet)  COMP
 BW1885  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 BW1885
 BW1885  VERT ORDER  -  FIRST     CLASS II
 BW1885
 BW1885.The horizontal coordinates were scaled from a topographic map and have
 BW1885.an estimated accuracy of +/- 6 seconds.
 BW1885
 BW1885.The orthometric height was determined by differential leveling
 BW1885.and adjusted by the National Geodetic Survey in February 1994..
 BW1885
 BW1885.The geoid height was determined by GEOID03.
 BW1885
 BW1885.The dynamic height is computed by dividing the NAVD 88
 BW1885.geopotential number by the normal gravity value computed on the
 BW1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1885.degrees latitude (g = 980.6199 gals.).
 BW1885
 BW1885.The modeled gravity was interpolated from observed gravity values.
 BW1885
 BW1885;                    North         East    Units  Estimated Accuracy
 BW1885;SPC LA N     -   162,280.    1,123,200.      MT  (+/- 180 meters Scaled)
 BW1885
 BW1885                          SUPERSEDED SURVEY CONTROL
 BW1885
 BW1885  NAVD 88 (06/15/91)   30.411  (m)           99.77   (f) UNKNOWN     1 2
 BW1885  NGVD 29 (??/??/??)   30.418  (m)           99.80   (f) ADJUSTED    1 2
 BW1885
 BW1885.Superseded values are not recommended for survey control.
 BW1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1885.See file dsdata.txt to determine how the superseded data were derived.
 BW1885
 BW1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR704370(NAD 83)
 BW1885_MARKER: DB = BENCH MARK DISK
 BW1885_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1885_SP_SET: STAINLESS STEEL ROD
 BW1885_STAMPING: X 337 1979
 BW1885_PROJECTION: RECESSED 5 CENTIMETERS
 BW1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1885_ROD/PIPE-DEPTH: 7.62 meters
 BW1885
 BW1885  HISTORY     - Date     Condition        Report By
 BW1885  HISTORY     - 1979     MONUMENTED       NGS
 BW1885
 BW1885                          STATION DESCRIPTION
 BW1885
 BW1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1885'3.8 MI NE FROM ST JOSEPH.
 BW1885'3.80 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1885'THE JUNCTION OF WASHINGTON STREET AT ST. JOSEPH, TO A CATTLE GUARD
 BW1885'AND THE MARK ON THE LEFT, 0.05 MILE NORTHEAST OF LEVEE STATION
 BW1885'MARKER 5800, 10 FEET NORTHWEST OF THE CENTER OF THE CATTLE GUARD AND
 BW1885'THE ROAD, 2 FEET NORTHWEST OF THE SOUTHEAST FENCE POST OF THE CATTLE
 BW1885'GUARD, 1.3 FEET SOUTHWEST OF THE BARB WIRE FENCE.
 BW1885'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BW1885'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2314 ***********************************************************************
 CP2314  HT_MOD      -  This is a Height Modernization Survey Station.
 CP2314  DESIGNATION -  X 338
 CP2314  PID         -  CP2314
 CP2314  STATE/COUNTY-  LA/MADISON
 CP2314  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2314
 CP2314                         *CURRENT SURVEY CONTROL
 CP2314  ___________________________________________________________________
 CP2314* NAD 83(1992)-  32 18 14.81698(N)    090 57 55.79570(W)     ADJUSTED  
 CP2314* NAVD 88     -        33.10   (meters)     108.6    (feet)  GPS OBS   
 CP2314  ___________________________________________________________________
 CP2314  X           -     -90,926.389 (meters)                     COMP
 CP2314  Y           -  -5,395,351.244 (meters)                     COMP
 CP2314  Z           -   3,388,986.322 (meters)                     COMP
 CP2314  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CP2314  ELLIP HEIGHT-           6.58  (meters)          (06/28/04) GPS OBS
 CP2314  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP2314  DYNAMIC HT  -          33.06  (meters)     108.5   (feet)  COMP
 CP2314  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 CP2314  OBS GRAVITY -     979,489.3   (mgal)                       GRAV_OBS
 CP2314
 CP2314  HORZ ORDER  -  B
 CP2314  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP2314  ELLP ORDER  -  FOURTH    CLASS II
 CP2314
 CP2314.The horizontal coordinates were established by GPS observations
 CP2314.and adjusted by the National Geodetic Survey in June 2004..
 CP2314
 CP2314.The orthometric height was determined by GPS observations and a
 CP2314.high-resolution geoid model using precise GPS observation and
 CP2314.processing techniques. It supersedes the leveled height previously
 CP2314.determined for this station.
 CP2314.The vertical order pertains to the first NAVD 88 superseded value.
 CP2314
 CP2314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2314
 CP2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2314
 CP2314.The ellipsoidal height was determined by GPS observations
 CP2314.and is referenced to NAD 83.
 CP2314
 CP2314.The geoid height was determined by GEOID03.
 CP2314
 CP2314.The dynamic height is computed by dividing the NAVD 88
 CP2314.geopotential number by the normal gravity value computed on the
 CP2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2314.degrees latitude (g = 980.6199 gals.).
 CP2314
 CP2314.The modeled gravity was interpolated from observed gravity values.
 CP2314.The observed gravity was obtained from relative gravimeter ties
 CP2314.to the IGSN71 gravity network.
 CP2314
 CP2314;                    North         East     Units Scale Factor Converg.
 CP2314;SPC LA N     -   201,056.209 1,144,505.321   MT  0.99993740   +0 48 40.7
 CP2314;SPC LA N     -   659,631.91  3,754,931.21   sFT  0.99993740   +0 48 40.7
 CP2314;UTM  15      - 3,575,963.375   691,549.907   MT  1.00005249   +1 05 15.3
 CP2314
 CP2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2314!SPC LA N     -   0.99999897  x   0.99993740  =   0.99993637
 CP2314!UTM  15      -   0.99999897  x   1.00005249  =   1.00005146
 CP2314
 CP2314                          SUPERSEDED SURVEY CONTROL
 CP2314
 CP2314  NAVD 88 (07/26/02)   33.127  (m)          108.68   (f) ADJUSTED    1 2
 CP2314  NAVD 88 (02/14/94)   33.243  (m)          109.06   (f) UNKNOWN     1 2
 CP2314  NAVD 88 (06/15/91)   33.244  (m)          109.07   (f) UNKNOWN     1 2
 CP2314  NGVD 29 (??/??/??)   33.275  (m)          109.17   (f) ADJUSTED    1 2
 CP2314
 CP2314.Superseded values are not recommended for survey control.
 CP2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2314.See file dsdata.txt to determine how the superseded data were derived.
 CP2314
 CP2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9155075963(NAD 83)
 CP2314_MARKER: DV = VERTICAL CONTROL DISK
 CP2314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2314_SP_SET: STAINLESS STEEL ROD
 CP2314_STAMPING: X 338 1979
 CP2314_MARK LOGO: NGS   
 CP2314_PROJECTION: RECESSED 5 CENTIMETERS
 CP2314_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2314+SATELLITE: SATELLITE OBSERVATIONS - 2003
 CP2314_ROD/PIPE-DEPTH: 6.10 meters
 CP2314
 CP2314  HISTORY     - Date     Condition        Report By
 CP2314  HISTORY     - 1979     MONUMENTED       NGS
 CP2314  HISTORY     - 19960301 GOOD             NGS
 CP2314  HISTORY     - 2003     GOOD             PYBURN
 CP2314
 CP2314                          STATION DESCRIPTION
 CP2314
 CP2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2314'2.55 MI SW FROM DELTA.
 CP2314'2.55 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2314'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, SET ON THE SOUTHWEST
 CP2314'SIDE OF LEVEE STATION MARKER 3600, 0.35 MILE SOUTHWEST OF THE CENTER
 CP2314'OF A Y-JUNCTION RAMP AND ROAD LEADING NORTH, 0.25 MILE SOUTHWEST OF
 CP2314'A CATTLE GUARD IN THE LEVEE ROAD, 24 FEET NORTHWEST OF THE CENTER OF
 CP2314'THE ROAD, AND 1.5 FEET SOUTHWEST OF THE LEVEE STATION MARKER 3600.
 CP2314'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CP2314'THE MARK IS 1 FT BELOW ROAD.
 CP2314
 CP2314                          STATION RECOVERY (1996)
 CP2314
 CP2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 CP2314'LOCATED 2.55 MI (4.10 KM) SOUTHWEST ALONG ROAD ATOP THE LEVEE FROM THE
 CP2314'INTERSTATE HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, LA JUST
 CP2314'SOUTHWEST OF LEVEE STATION MARKER 3600, 0.35 MI (0.56 KM) SOUTHWEST OF
 CP2314'THE CENTER OF A Y-JUNCTION RAMP AND ROAD LEADING NORTH, 0.25 MI (0.40
 CP2314'KM) SOUTHWEST OF A CATTLEGUARD IN THE LEVEE ROAD, 27.0 FT (8.2 M)
 CP2314'NORTHWEST OF THE CENTER OF THE LEVEE ROAD AND 1.5 FT (0.5 M) SOUTHWEST
 CP2314'OF LEVEE MARKER 3600 WITH A WITNESS SIGN ATTACHED, ABOUT 1 FT (0.3 M)
 CP2314'BELOW THE LEVEL OF THE ROAD AND PROTECTED BY 5 INCH INSIDE DIAMETER
 CP2314'PVC PIPE.
 CP2314
 CP2314                          STATION RECOVERY (2003)
 CP2314
 CP2314'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 CP2314'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2090 ***********************************************************************
 AU2090  DESIGNATION -  X 359
 AU2090  PID         -  AU2090
 AU2090  STATE/COUNTY-  LA/TERREBONNE
 AU2090  USGS QUAD   -  SAVOIE (1980)
 AU2090
 AU2090                         *CURRENT SURVEY CONTROL
 AU2090  ___________________________________________________________________
 AU2090* NAD 83(1992)-  29 37 52.42521(N)    090 42 14.65658(W)     ADJUSTED  
 AU2090* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AU2090  **This station is located in a subsidence area (see below).
 AU2090  ___________________________________________________________________
 AU2090  X           -     -68,181.013 (meters)                     COMP
 AU2090  Y           -  -5,548,142.380 (meters)                     COMP
 AU2090  Z           -   3,134,895.291 (meters)                     COMP
 AU2090  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2090  ELLIP HEIGHT-         -23.32  (meters)          (02/21/02) GPS OBS
 AU2090  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AU2090  DYNAMIC HT  -           2.2   (meters)       7.    (feet)  COMP
 AU2090  MODELED GRAV-     979,298.4   (mgal)                       NAVD 88
 AU2090
 AU2090  HORZ ORDER  -  FIRST
 AU2090  VERT ORDER  -  THIRD (See Below)
 AU2090  ELLP ORDER  -  FIFTH     CLASS I
 AU2090
 AU2090.The horizontal coordinates were established by GPS observations
 AU2090.and adjusted by the National Geodetic Survey in December 1998..
 AU2090
 AU2090 ** The orthometric height has not been validated since last determined
 AU2090 ** by differential leveling and should not be used for control purposes.
 AU2090 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2090 ** area with valid NAVD 88 orthometric heights.
 AU2090 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2090 ** epoch indicated which incorporates improved geoid heights for the
 AU2090 ** Southern Louisiana Subsidence area.
 AU2090 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2090.The orthometric height was scaled from a topographic map.
 AU2090.The vertical order pertains to the first NAVD 88 superseded value.
 AU2090
 AU2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2090
 AU2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2090
 AU2090.The ellipsoidal height was determined by GPS observations
 AU2090.and is referenced to NAD 83.
 AU2090
 AU2090.The geoid height was determined by GEOID03.
 AU2090
 AU2090.The dynamic height is computed by dividing the NAVD 88
 AU2090.geopotential number by the normal gravity value computed on the
 AU2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU2090.degrees latitude (g = 980.6199 gals.).
 AU2090
 AU2090.The modeled gravity was interpolated from observed gravity values.
 AU2090
 AU2090;                    North         East     Units Scale Factor Converg.
 AU2090;SPC LA S     -   125,558.479 1,060,934.807   MT  0.99994642   +0 18 52.7
 AU2090;SPC LA S     -   411,936.44  3,480,750.28   sFT  0.99994642   +0 18 52.7
 AU2090;UTM  15      - 3,280,126.375   722,281.764   MT  1.00020968   +1 08 08.2
 AU2090
 AU2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2090!SPC LA S     -   1.00000366  x   0.99994642  =   0.99995008
 AU2090!UTM  15      -   1.00000366  x   1.00020968  =   1.00021334
 AU2090
 AU2090:                Primary Azimuth Mark                     Grid Az
 AU2090:SPC LA S     -  X 359 AZIMUTH MARK                       037 21 26.2
 AU2090:UTM  15      -  X 359 AZIMUTH MARK                       036 32 10.7
 AU2090
 AU2090|---------------------------------------------------------------------|
 AU2090| PID    Reference Object                     Distance      Geod. Az  |
 AU2090|                                                           dddmmss.s |
 AU2090| AH6414 X 359 AZIMUTH MARK                  458.292 METERS 0374018.9 |
 AU2090|---------------------------------------------------------------------|
 AU2090
 AU2090                          SUPERSEDED SURVEY CONTROL
 AU2090
 AU2090  ELLIP H (12/17/98)  -23.22   (m)                       GP(       ) 4 2
 AU2090  NAVD 88 (06/15/91)    2.277  (m)            7.47   (f) UNKNOWN     1 2
 AU2090  NGVD 29 (??/??/??)    2.305  (m)            7.56   (f) ADJUSTED    1 2
 AU2090
 AU2090.Superseded values are not recommended for survey control.
 AU2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2090.See file dsdata.txt to determine how the superseded data were derived.
 AU2090
 AU2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2228280126(NAD 83)
 AU2090_MARKER: I = METAL ROD
 AU2090_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2090_SP_SET: STAINLESS STEEL ROD
 AU2090_STAMPING: X 359 1982
 AU2090_MARK LOGO: NGS   
 AU2090_PROJECTION: FLUSH
 AU2090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2090+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU2090_ROD/PIPE-DEPTH: 18.3 meters
 AU2090
 AU2090  HISTORY     - Date     Condition        Report By
 AU2090  HISTORY     - 1982     MONUMENTED       NGS
 AU2090  HISTORY     - 19930303 GOOD             NGS
 AU2090  HISTORY     - 19950103 GOOD             MPHI
 AU2090
 AU2090                          STATION DESCRIPTION
 AU2090
 AU2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AU2090'2.2 KM (1.4 MI) SW FROM BAYOU BLUE.
 AU2090'THE MARK IS 0.30 M BELOW HIGHWAY.
 AU2090'2.2 KILOMETERS (1.4 MILES) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE
 AU2090'INTERSECTION OF STATE HIGHWAY 316 IN BAYOU BLUE, TO THE INTERSECTION
 AU2090'OF STATE HIGHWAY 660 AND THE MARK ON THE RIGHT, IN THE WEST ANGLE OF
 AU2090'THE INTERSECTION, ALSO 3.9 KILOMETERS (2.4 MILES) NORTH-NORTHEAST OF
 AU2090'THE INTERSECTION OF EAST MAIN STREET AND NEW ORLEANS BOULEVARD (U.S.
 AU2090'HIGHWAY 90) IN HOUMA, 14.93 METERS (49.0 FEET) NORTHWEST OF THE CENTER
 AU2090'LINE OF HIGHWAY 90, 16.76 METERS (55.0 FEET) SOUTHWEST OF THE CENTER
 AU2090'LINE OF STATE HIGHWAY 660, 18.59 METERS (61.0 FEET) NORTHEAST OF THE
 AU2090'NORTHWEST METAL LEG OF A SIGN (SHELL) OF A SERVICE STATION, 3.96
 AU2090'METERS (13.0 FEET) WEST OF A POWER POLE WITH A TRAFFIC CONTROL BOX AND
 AU2090'BRACED WITH TWO GUY WIRES, 0.45 METER (1.5 FEET) NORTH OF THE BASE OF
 AU2090'THE FIRST GUY WIRE WEST OF THE POWER POLE.
 AU2090'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AU2090
 AU2090                          STATION RECOVERY (1993)
 AU2090
 AU2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU2090'0.6 M (2.0 FT) EASTERLY ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE IN
 AU2090'HOUMA, THENCE 3.8 KM (2.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90,
 AU2090'18.6 M (61.0 FT) NORTHEAST OF THE NORTHWEST LEG OF A SIGN (EXXON),
 AU2090'16.8 M (55.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 660,
 AU2090'14.9 M (48.9 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.0 M
 AU2090'(13.1 FT) WEST-SOUTHWEST OF A UTILITY POLE WITH A TRAFFIC CONTROL BOX
 AU2090'AND AN ELECTRIC METER ATTACHED, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AU2090'HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 AU2090'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2090
 AU2090                          STATION RECOVERY (1995)
 AU2090
 AU2090'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU2090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6414 ***********************************************************************
 AH6414  DESIGNATION -  X 359 AZIMUTH MARK
 AH6414  PID         -  AH6414
 AH6414  STATE/COUNTY-  LA/TERREBONNE
 AH6414  USGS QUAD   -  SAVOIE (1980)
 AH6414
 AH6414                         *CURRENT SURVEY CONTROL
 AH6414  ___________________________________________________________________
 AH6414* NAD 83(1992)-  29 38 04.20623(N)    090 42 04.24446(W)     ADJUSTED  
 AH6414* NAVD 88     -         1.3  **(meters)       4.   **(feet)  GPS OBS   
 AH6414  **This station is located in a subsidence area (see below).
 AH6414  ___________________________________________________________________
 AH6414  X           -     -67,898.742 (meters)                     COMP
 AH6414  Y           -  -5,547,965.717 (meters)                     COMP
 AH6414  Z           -   3,135,210.161 (meters)                     COMP
 AH6414  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6414  ELLIP HEIGHT-         -24.19  (meters)          (02/21/02) GPS OBS
 AH6414  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AH6414
 AH6414  HORZ ORDER  -  FIRST
 AH6414  ELLP ORDER  -  FIFTH     CLASS I
 AH6414
 AH6414.The horizontal coordinates were established by GPS observations
 AH6414.and adjusted by the National Geodetic Survey in December 1998..
 AH6414
 AH6414 ** The orthometric height has not been validated since last determined
 AH6414 ** by differential leveling and should not be used for control purposes.
 AH6414 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6414 ** area with valid NAVD 88 orthometric heights.
 AH6414 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6414 ** epoch indicated which incorporates improved geoid heights for the
 AH6414 ** Southern Louisiana Subsidence area.
 AH6414 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6414.The orthometric height was determined by GPS observations and a
 AH6414.high-resolution geoid model.
 AH6414
 AH6414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6414
 AH6414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6414
 AH6414.The ellipsoidal height was determined by GPS observations
 AH6414.and is referenced to NAD 83.
 AH6414
 AH6414.The geoid height was determined by GEOID03.
 AH6414
 AH6414;                    North         East     Units Scale Factor Converg.
 AH6414;SPC LA S     -   125,922.741 1,061,212.875   MT  0.99994606   +0 18 57.9
 AH6414;SPC LA S     -   413,131.53  3,481,662.57   sFT  0.99994606   +0 18 57.9
 AH6414;UTM  15      - 3,280,494.681   722,554.657   MT  1.00021118   +1 08 13.8
 AH6414
 AH6414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6414!SPC LA S     -   1.00000380  x   0.99994606  =   0.99994986
 AH6414!UTM  15      -   1.00000380  x   1.00021118  =   1.00021498
 AH6414
 AH6414:                Primary Azimuth Mark                     Grid Az
 AH6414:SPC LA S     -  X 359                                    217 21 26.1
 AH6414:UTM  15      -  X 359                                    216 32 10.2
 AH6414
 AH6414|---------------------------------------------------------------------|
 AH6414| PID    Reference Object                     Distance      Geod. Az  |
 AH6414|                                                           dddmmss.s |
 AH6414| AU2090 X 359                               458.292 METERS 2174024.0 |
 AH6414|---------------------------------------------------------------------|
 AH6414
 AH6414                          SUPERSEDED SURVEY CONTROL
 AH6414
 AH6414  ELLIP H (12/17/98)  -24.08   (m)                       GP(       ) 4 2
 AH6414
 AH6414.Superseded values are not recommended for survey control.
 AH6414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6414.See file dsdata.txt to determine how the superseded data were derived.
 AH6414
 AH6414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2255580495(NAD 83)
 AH6414_MARKER: DD = SURVEY DISK
 AH6414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6414_STAMPING: X 359 AZ MK 1989
 AH6414_MARK LOGO: LA-109
 AH6414_PROJECTION: FLUSH
 AH6414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6414+STABILITY: SURFACE MOTION
 AH6414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6414+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH6414
 AH6414  HISTORY     - Date     Condition        Report By
 AH6414  HISTORY     - 1990     MONUMENTED       GSENG
 AH6414
 AH6414                          STATION DESCRIPTION
 AH6414
 AH6414'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1990 (RAH)
 AH6414'MONUMENT IS LOCATED NORTH OF THE CITY OF HOUMA ALONG THE WESTERN
 AH6414'RIGHT-OF-WAY OF U.S. HIGHWAY 90 APPROXIMATELY 0.3 MI (0.5 KM) NORTH OF
 AH6414'THE COTEAU ROAD (HWY 660) INTERSECTION.  TOWNSHIP 16 SOUTH RANGE 17
 AH6414'EAST SECTION 45.  MONUMENT IS LOCATED IN A TURN-OFF SITE AMID A
 AH6414'WETLAND AREA NEAR A TELEPHONE MANHOLE FACILITY.  MONUMENT IS A
 AH6414'TERREBONNE PARISH L.I.S. BRASS DISK SET IN CONCRETE AND IS RECESSED
 AH6414'0.35 FT (10.67 CM) BELOW THE SURFACE OF THE GROUND. MONUMENT IS 41.19
 AH6414'FT (12.55 M) EASTERLY OF A NINE INCH WILLOW TREE WITH A NAIL/SHINER,
 AH6414'33.43 FT (10.19 M) EASTERLY OF THE CENTER OF A TELEPHONE COMPANY
 AH6414'ACCESS MANHOLE, 14.81 FT (4.51 M) WESTERLY OF A NAIL/SHINER ALONG THE
 AH6414'EDGE OF THE HIGHWAY, 33.00 FT (10.06 M) WESTERLY OF THE CENTERLINE OF
 AH6414'U.S. HIGHWAY 9O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2489 ***********************************************************************
 CQ2489  DESIGNATION -  X 37
 CQ2489  PID         -  CQ2489
 CQ2489  STATE/COUNTY-  LA/WEBSTER
 CQ2489  USGS QUAD   -  SHONGALOO (1981)
 CQ2489
 CQ2489                         *CURRENT SURVEY CONTROL
 CQ2489  ___________________________________________________________________
 CQ2489* NAD 83(1986)-  32 56 38.     (N)    093 18 45.     (W)     SCALED    
 CQ2489* NAVD 88     -        76.122  (meters)     249.74   (feet)  ADJUSTED  
 CQ2489  ___________________________________________________________________
 CQ2489  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2489  DYNAMIC HT  -          76.039 (meters)     249.47  (feet)  COMP
 CQ2489  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 CQ2489
 CQ2489  VERT ORDER  -  SECOND    CLASS 0
 CQ2489
 CQ2489.The horizontal coordinates were scaled from a topographic map and have
 CQ2489.an estimated accuracy of +/- 6 seconds.
 CQ2489
 CQ2489.The orthometric height was determined by differential leveling
 CQ2489.and adjusted by the National Geodetic Survey in June 1991..
 CQ2489
 CQ2489.The geoid height was determined by GEOID03.
 CQ2489
 CQ2489.The dynamic height is computed by dividing the NAVD 88
 CQ2489.geopotential number by the normal gravity value computed on the
 CQ2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2489.degrees latitude (g = 980.6199 gals.).
 CQ2489
 CQ2489.The modeled gravity was interpolated from observed gravity values.
 CQ2489
 CQ2489;                    North         East    Units  Estimated Accuracy
 CQ2489;SPC LA N     -   271,270.      924,020.      MT  (+/- 180 meters Scaled)
 CQ2489
 CQ2489                          SUPERSEDED SURVEY CONTROL
 CQ2489
 CQ2489  NGVD 29 (??/??/??)   76.190  (m)          249.97   (f) ADJUSTED    2 0
 CQ2489
 CQ2489.Superseded values are not recommended for survey control.
 CQ2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2489.See file dsdata.txt to determine how the superseded data were derived.
 CQ2489
 CQ2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS707451(NAD 83)
 CQ2489_MARKER: DB = BENCH MARK DISK
 CQ2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2489_STAMPING: X 37 1934
 CQ2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2489+STABILITY: SURFACE MOTION
 CQ2489
 CQ2489  HISTORY     - Date     Condition        Report By
 CQ2489  HISTORY     - 1934     MONUMENTED       USGS
 CQ2489  HISTORY     - 1969     GOOD             LADH
 CQ2489
 CQ2489                          STATION DESCRIPTION
 CQ2489
 CQ2489'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ2489'1.0 MI W FROM SHONGALOO.
 CQ2489'30 FEET S OF ROAD; 3 FEET S OF FENCE CORNER; 42 YARDS S OF FRANK
 CQ2489'SEXTON FARM HOUSE; 20 FEET NE OF BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2403 ***********************************************************************
 BK2403  DESIGNATION -  X 378
 BK2403  PID         -  BK2403
 BK2403  STATE/COUNTY-  LA/ST LANDRY
 BK2403  USGS QUAD   -  OPELOUSAS (1992)
 BK2403
 BK2403                         *CURRENT SURVEY CONTROL
 BK2403  ___________________________________________________________________
 BK2403* NAD 83(1986)-  30 32 26.     (N)    092 01 49.     (W)     SCALED    
 BK2403* NAVD 88     -         8.973  (meters)      29.44   (feet)  ADJUSTED  
 BK2403  ___________________________________________________________________
 BK2403  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2403  DYNAMIC HT  -           8.961 (meters)      29.40  (feet)  COMP
 BK2403  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BK2403
 BK2403  VERT ORDER  -  FIRST     CLASS II
 BK2403
 BK2403.The horizontal coordinates were scaled from a topographic map and have
 BK2403.an estimated accuracy of +/- 6 seconds.
 BK2403
 BK2403.The orthometric height was determined by differential leveling
 BK2403.and adjusted by the National Geodetic Survey in February 1994..
 BK2403
 BK2403.The geoid height was determined by GEOID03.
 BK2403
 BK2403.The dynamic height is computed by dividing the NAVD 88
 BK2403.geopotential number by the normal gravity value computed on the
 BK2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2403.degrees latitude (g = 980.6199 gals.).
 BK2403
 BK2403.The modeled gravity was interpolated from observed gravity values.
 BK2403
 BK2403;                    North         East    Units  Estimated Accuracy
 BK2403;SPC LA S     -   226,390.      933,120.      MT  (+/- 180 meters Scaled)
 BK2403
 BK2403                          SUPERSEDED SURVEY CONTROL
 BK2403
 BK2403.No superseded survey control is available for this station.
 BK2403
 BK2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP930790(NAD 83)
 BK2403_MARKER: DB = BENCH MARK DISK
 BK2403_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK2403_SP_SET: HEADWALL OF A LARGE BOX CULVER
 BK2403_STAMPING: X 378 1986
 BK2403_MARK LOGO: NGS   
 BK2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2403+STABILITY: SURFACE MOTION
 BK2403
 BK2403  HISTORY     - Date     Condition        Report By
 BK2403  HISTORY     - 1986     MONUMENTED       NGS
 BK2403
 BK2403                          STATION DESCRIPTION
 BK2403
 BK2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2403'6.2 KM (3.85 MI) WEST FROM PORT BARRE.
 BK2403'6.2 KM (3.85 MILES) WEST ALONG U.S HIGHWAY 190 FROM THE JUNCTION OF
 BK2403'STATE HIGHWAY 103 SOUTH IN PORT BARRE TO THE INTERSECTION OF PARISH
 BK2403'ROAD 1-335 AND THE MARK ON THE RIGHT IN TOP OF THE WEST END OF THE
 BK2403'NORTH HEADWALL OF A 4 CHANNEL BOX CULVERT UNDER THE HIGHWAY, ALSO 5.05
 BK2403'KM (3.15 MILES)EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE IN
 BK2403'OPELOUSAS.  IT IS 12.65 METERS (41.5 FT) NORTH-NORTHWEST OF THE
 BK2403'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 10.97 METERS (36.0
 BK2403'FT) EAST-NORTHEAST OF THE CENTER OF THE PARISH ROAD AND 0.55 METERS
 BK2403'(1.8 FT) EAST-NORTHEAST OF THE WEST-SOUTHWEST END OF THE HEADWALL.
 BK2403'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3751 ***********************************************************************
 BJ3751  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ3751  DESIGNATION -  X 379
 BJ3751  PID         -  BJ3751
 BJ3751  STATE/COUNTY-  LA/ASCENSION
 BJ3751  USGS QUAD   -  DONALDSONVILLE (1994)
 BJ3751
 BJ3751                         *CURRENT SURVEY CONTROL
 BJ3751  ___________________________________________________________________
 BJ3751* NAD 83(1992)-  30 07 25.44847(N)    090 54 47.58640(W)     ADJUSTED  
 BJ3751* NAVD 88     -         5.34 **(meters)      17.5  **(feet)  GPS OBS(2004.65)
 BJ3751  **This station is located in a subsidence area (see below).
 BJ3751  ___________________________________________________________________
 BJ3751  X           -     -87,999.515 (meters)                     COMP
 BJ3751  Y           -  -5,520,665.825 (meters)                     COMP
 BJ3751  Z           -   3,182,234.501 (meters)                     COMP
 BJ3751  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ3751  ELLIP HEIGHT-         -21.29  (meters)          (12/29/04) GPS OBS
 BJ3751  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BJ3751
 BJ3751  HORZ ORDER  -  B
 BJ3751  ELLP ORDER  -  FOURTH    CLASS I
 BJ3751
 BJ3751.The horizontal coordinates were established by GPS observations
 BJ3751.and adjusted by the National Geodetic Survey in December 2004..
 BJ3751
 BJ3751 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3751 ** and geoid heights are valid at the date of observation. These heights
 BJ3751 ** must always be validated when used as control.
 BJ3751 ** The orthometric height was determined by GPS observations using
 BJ3751 ** precise GPS observation and processing techniques and a new
 BJ3751 ** realization of GEOID03. It supersedes the leveled height previously
 BJ3751 ** determined for this station.
 BJ3751 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3751 ** epoch indicated which incorporates improved geoid heights for the
 BJ3751 ** Southern Louisiana Subsidence area.
 BJ3751 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3751.The orthometric height was determined by GPS observations and a
 BJ3751.high-resolution geoid model using precise GPS observation and
 BJ3751.processing techniques. It supersedes the leveled height previously
 BJ3751.determined for this station.
 BJ3751
 BJ3751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3751
 BJ3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3751
 BJ3751.The ellipsoidal height was determined by GPS observations
 BJ3751.and is referenced to NAD 83.
 BJ3751
 BJ3751.The geoid height was determined by GEOID03.
 BJ3751
 BJ3751;                    North         East     Units Scale Factor Converg.
 BJ3751;SPC LA S     -   180,056.146 1,040,481.937   MT  0.99992803   +0 12 36.2
 BJ3751;SPC LA S     -   590,734.21  3,413,647.82   sFT  0.99992803   +0 12 36.2
 BJ3751;UTM  15      - 3,334,334.259   701,037.319   MT  1.00009865   +1 02 51.5
 BJ3751
 BJ3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3751!SPC LA S     -   1.00000334  x   0.99992803  =   0.99993137
 BJ3751!UTM  15      -   1.00000334  x   1.00009865  =   1.00010199
 BJ3751
 BJ3751                          SUPERSEDED SURVEY CONTROL
 BJ3751
 BJ3751  NAVD 88 (02/14/94)    5.524  (m)           18.12   (f) ADJUSTED    1 2
 BJ3751
 BJ3751.Superseded values are not recommended for survey control.
 BJ3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3751.See file dsdata.txt to determine how the superseded data were derived.
 BJ3751
 BJ3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0103734334(NAD 83)
 BJ3751_MARKER: I = METAL ROD
 BJ3751_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BJ3751_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BJ3751_STAMPING: X379 1986
 BJ3751_MARK LOGO: NGS   
 BJ3751_PROJECTION: FLUSH
 BJ3751_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3751+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 BJ3751_ROD/PIPE-DEPTH: 13.4 meters
 BJ3751_SLEEVE-DEPTH  : 6.1 meters
 BJ3751
 BJ3751  HISTORY     - Date     Condition        Report By
 BJ3751  HISTORY     - 1986     MONUMENTED       NGS
 BJ3751  HISTORY     - 20021104 GOOD             3001
 BJ3751
 BJ3751                          STATION DESCRIPTION
 BJ3751
 BJ3751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3751'2.1 KM (1.3 MI) SOUTH FROM BURNSIDE.
 BJ3751'2.1 KM (1.3 MILES) SOUTH ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 BJ3751'THE ILLINOIS CENTRAL RAILROAD IN BURNSIDE TO THE MARK ON THE LEFT AT
 BJ3751'THE ENTRANCE DRIVE TO THE BURNSIDE DUPONT PLANT.  IT IS 27.43 METERS
 BJ3751'(90.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.56 METERS
 BJ3751'(44.5 FT) SOUTHEAST OF THE ENTRANCE DRIVE AND 3.11 METERS (10.2 FT)
 BJ3751'EAST OF A UTILITY POLE WITH A SECURITY LIGHT.  NOTE--ACCESS TO DATUM
 BJ3751'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3751'THE MARK IS 3.1 METERS  E FROM  A WITNESS POST
 BJ3751'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BJ3751
 BJ3751                          STATION RECOVERY (2002)
 BJ3751
 BJ3751'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ3751'THE STATION IS LOCATED 5.3 MILES NORTHEAST AND ACROSS THE RIVER FROM
 BJ3751'DONALDSONVILLE, 6  MILES SOUTH OF GONZALES, 12 MILES SOUTHEAST OF
 BJ3751'GEISMAR. STATION IS IN A DUPONT PLANT  AREA.
 BJ3751' 
 BJ3751'OWNERSHIP- DUPONT PLANT, NEED TO SIGN IN AT BRICK BUILDING JUST DOWN
 BJ3751'DRIVEWAY FROM  ENTRANCE.
 BJ3751' 
 BJ3751'TO REACH THE STATION FROM THE INTERSECTION OF HWY 942 AND HWY 44 GO
 BJ3751'SOUTHERLY ON HWY  44 FOR 1.3 MILES TO A DUPONT PLANT ENTRANCE AND
 BJ3751'STATION ON LEFT JUST INSIDE GATE  ENTRANCE.
 BJ3751' 
 BJ3751'THE STATION IS 90' NORTHEAST OF THE CENTERLINE OF HWY 44, SOUTHEAST OF
 BJ3751'CENTERLINE OF  DRIVE LEADING TO PLANT OFFICE, 10.2' EAST OF A UTILITY
 BJ3751'POLE WITH SECURITY LIGHT WITH  WITNESS POST. STATION IS A STEEL ROD
 BJ3751'DRIVEN 13.4 METERS SET FLUSH WITH GROUND ACCESS COVER STAMPED X  379
 BJ3751'1986. *NOTE THE 9  IS HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0914 ***********************************************************************
 CQ0914  DESIGNATION -  X 38
 CQ0914  PID         -  CQ0914
 CQ0914  STATE/COUNTY-  LA/BIENVILLE
 CQ0914  USGS QUAD   -  BRYCELAND (1986)
 CQ0914
 CQ0914                         *CURRENT SURVEY CONTROL
 CQ0914  ___________________________________________________________________
 CQ0914* NAD 83(1986)-  32 28 27.     (N)    092 59 19.     (W)     SCALED    
 CQ0914* NAVD 88     -       102.42   (+/-2cm)     336.0    (feet)  VERTCON   
 CQ0914  ___________________________________________________________________
 CQ0914  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0914
 CQ0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0914
 CQ0914.The horizontal coordinates were scaled from a topographic map and have
 CQ0914.an estimated accuracy of +/- 6 seconds.
 CQ0914
 CQ0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0914.The vertical order pertains to the NGVD 29 superseded value.
 CQ0914
 CQ0914.The geoid height was determined by GEOID03.
 CQ0914
 CQ0914;                    North         East    Units  Estimated Accuracy
 CQ0914;SPC LA N     -   218,990.      954,070.      MT  (+/- 180 meters Scaled)
 CQ0914
 CQ0914                          SUPERSEDED SURVEY CONTROL
 CQ0914
 CQ0914  NGVD 29 (??/??/??)  102.491  (m)          336.26   (f) ADJUSTED    2 0
 CQ0914
 CQ0914.Superseded values are not recommended for survey control.
 CQ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0914.See file dsdata.txt to determine how the superseded data were derived.
 CQ0914
 CQ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR010929(NAD 83)
 CQ0914_MARKER: DB = BENCH MARK DISK
 CQ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0914_STAMPING: X 38 1934
 CQ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0914+STABILITY: SURFACE MOTION
 CQ0914
 CQ0914  HISTORY     - Date     Condition        Report By
 CQ0914  HISTORY     - 1934     MONUMENTED       CGS
 CQ0914  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0914
 CQ0914                          STATION DESCRIPTION
 CQ0914
 CQ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0914'1.7 MI NW FROM BRICE.
 CQ0914'1.7 MILES NORTHWEST ALONG THE LOUISIANA AND NORTH WEST RAILROAD FROM
 CQ0914'BRICE, BIENVILLE PARISH, 0.5 MILE SOUTH OF MILEPOST 68, IN THE EDGE OF
 CQ0914'SOME PINE TIMBER, AT A ROAD CROSSING, 26 FEET NORTH OF THE ROAD, AND
 CQ0914'46 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 CQ0914'X 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ0914
 CQ0914                          STATION RECOVERY (1982)
 CQ0914
 CQ0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2468 ***********************************************************************
 BK2468  DESIGNATION -  X 380
 BK2468  PID         -  BK2468
 BK2468  STATE/COUNTY-  LA/BEAUREGARD
 BK2468  USGS QUAD   -  GORDON (1994)
 BK2468
 BK2468                         *CURRENT SURVEY CONTROL
 BK2468  ___________________________________________________________________
 BK2468* NAD 83(1986)-  30 29 38.     (N)    093 17 58.     (W)     SCALED    
 BK2468* NAVD 88     -        16.743  (meters)      54.93   (feet)  ADJUSTED  
 BK2468  ___________________________________________________________________
 BK2468  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK2468  DYNAMIC HT  -          16.721 (meters)      54.86  (feet)  COMP
 BK2468  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BK2468
 BK2468  VERT ORDER  -  FIRST     CLASS II
 BK2468
 BK2468.The horizontal coordinates were scaled from a topographic map and have
 BK2468.an estimated accuracy of +/- 6 seconds.
 BK2468
 BK2468.The orthometric height was determined by differential leveling
 BK2468.and adjusted by the National Geodetic Survey in February 1994..
 BK2468
 BK2468.The geoid height was determined by GEOID03.
 BK2468
 BK2468.The dynamic height is computed by dividing the NAVD 88
 BK2468.geopotential number by the normal gravity value computed on the
 BK2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2468.degrees latitude (g = 980.6199 gals.).
 BK2468
 BK2468.The modeled gravity was interpolated from observed gravity values.
 BK2468
 BK2468;                    North         East    Units  Estimated Accuracy
 BK2468;SPC LA S     -   222,630.      811,260.      MT  (+/- 180 meters Scaled)
 BK2468
 BK2468                          SUPERSEDED SURVEY CONTROL
 BK2468
 BK2468.No superseded survey control is available for this station.
 BK2468
 BK2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP712735(NAD 83)
 BK2468_MARKER: I = METAL ROD
 BK2468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2468_SP_SET: STAINLESS STEEL ROD
 BK2468_STAMPING: X 380 1986
 BK2468_MARK LOGO: NGS   
 BK2468_PROJECTION: FLUSH
 BK2468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2468_ROD/PIPE-DEPTH: 9.7  meters
 BK2468
 BK2468  HISTORY     - Date     Condition        Report By
 BK2468  HISTORY     - 1986     MONUMENTED       NGS
 BK2468  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2468  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2468
 BK2468                          STATION DESCRIPTION
 BK2468
 BK2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2468'6.8 KM (4.25 MI) SW FROM RAGLEY.
 BK2468'6.8 KM (4.25 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE U.S.
 BK2468'HIGHWAY 171 OVERPASS IN RAGLEY TO THE MARK ON THE RIGHT, AND NEAR THE
 BK2468'SOUTHWEST CORNER OF THE CALVARY PENTECOSTAL CHURCH, 31.70 METERS
 BK2468'(104.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.14
 BK2468'METERS (62.8 FT) NORTH-NORTHEAST OF A FIRE HYDRANT, 17.07 METERS
 BK2468'(56.0 FT) NORTHEAST OF THE CENTER OF MACADAM ROAD LEADING NORTH, 2.74
 BK2468'METERS (9.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 BK2468'1.25 METERS (4.1 FT) SOUTHWEST OF A UTILITY POLE WITH SECURITY LIGHT.
 BK2468'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BK2468'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2468
 BK2468                          STATION RECOVERY (2002)
 BK2468
 BK2468'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2468'MARK NOT FOUND.
 BK2468
 BK2468                          STATION RECOVERY (2004)
 BK2468
 BK2468'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1869 ***********************************************************************
 BH1869  DESIGNATION -  X 382
 BH1869  PID         -  BH1869
 BH1869  STATE/COUNTY-  LA/ST TAMMANY
 BH1869  USGS QUAD   -  SLIDELL (1994)
 BH1869
 BH1869                         *CURRENT SURVEY CONTROL
 BH1869  ___________________________________________________________________
 BH1869* NAD 83(1986)-  30 20 04.     (N)    089 49 34.     (W)     SCALED    
 BH1869* NAVD 88     -         6.546  (meters)      21.48   (feet)  ADJUSTED  
 BH1869  ___________________________________________________________________
 BH1869  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BH1869  DYNAMIC HT  -           6.538 (meters)      21.45  (feet)  COMP
 BH1869  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BH1869
 BH1869  VERT ORDER  -  FIRST     CLASS II
 BH1869
 BH1869.The horizontal coordinates were scaled from a topographic map and have
 BH1869.an estimated accuracy of +/- 6 seconds.
 BH1869
 BH1869.The orthometric height was determined by differential leveling
 BH1869.and adjusted by the National Geodetic Survey in February 1994..
 BH1869
 BH1869.The geoid height was determined by GEOID03.
 BH1869
 BH1869.The dynamic height is computed by dividing the NAVD 88
 BH1869.geopotential number by the normal gravity value computed on the
 BH1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1869.degrees latitude (g = 980.6199 gals.).
 BH1869
 BH1869.The modeled gravity was interpolated from observed gravity values.
 BH1869
 BH1869;                    North         East    Units  Estimated Accuracy
 BH1869;SPC LA S     -   204,290.    1,144,920.      MT  (+/- 180 meters Scaled)
 BH1869
 BH1869                          SUPERSEDED SURVEY CONTROL
 BH1869
 BH1869.No superseded survey control is available for this station.
 BH1869
 BH1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU282592(NAD 83)
 BH1869_MARKER: I = METAL ROD
 BH1869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH1869_SP_SET: STAINLESS STEEL ROD
 BH1869_STAMPING: X 382 1986
 BH1869_MARK LOGO: NGS   
 BH1869_PROJECTION: FLUSH
 BH1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1869_ROD/PIPE-DEPTH: 14.6 meters
 BH1869
 BH1869  HISTORY     - Date     Condition        Report By
 BH1869  HISTORY     - 1986     MONUMENTED       NGS
 BH1869
 BH1869                          STATION DESCRIPTION
 BH1869
 BH1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BH1869'8.4 KM (5.2 MI) NW FROM SLIDELL.
 BH1869'4.8 KM (3.0 MILES) WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF
 BH1869'U.S. HIGHWAY 11 IN SLIDELL, THENCE 3.5 KM (2.2 MILES) NORTH ALONG
 BH1869'AIRPORT ROAD TO THE MARK ON THE LEFT.  IT IS 10.5 METERS (34.7 FT)
 BH1869'WEST OF THE CENTERLINE OF AIRPORT ROAD AND 12.8 METERS (42.0 FT) NORTH
 BH1869'OF THE CENTER OF ROYAL DRIVE.  NOTE--ACCESS TO DATUM POINT IS HAD
 BH1869'THROUGH A 5-INCH LOGO CAP.
 BH1869'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 BH1869'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1442 ***********************************************************************
 CQ1442  DESIGNATION -  X 39
 CQ1442  PID         -  CQ1442
 CQ1442  STATE/COUNTY-  LA/DE SOTO
 CQ1442  USGS QUAD   -  HARMON (1980)
 CQ1442
 CQ1442                         *CURRENT SURVEY CONTROL
 CQ1442  ___________________________________________________________________
 CQ1442* NAD 83(1986)-  32 01 11.     (N)    093 29 28.     (W)     SCALED    
 CQ1442* NAVD 88     -        59.36   (+/-2cm)     194.8    (feet)  VERTCON   
 CQ1442  ___________________________________________________________________
 CQ1442  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ1442
 CQ1442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1442
 CQ1442.The horizontal coordinates were scaled from a topographic map and have
 CQ1442.an estimated accuracy of +/- 6 seconds.
 CQ1442
 CQ1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1442.The vertical order pertains to the NGVD 29 superseded value.
 CQ1442
 CQ1442.The geoid height was determined by GEOID03.
 CQ1442
 CQ1442;                    North         East    Units  Estimated Accuracy
 CQ1442;SPC LA N     -   168,930.      906,380.      MT  (+/- 180 meters Scaled)
 CQ1442
 CQ1442                          SUPERSEDED SURVEY CONTROL
 CQ1442
 CQ1442  NGVD 29 (??/??/??)   59.418  (m)          194.94   (f) ADJUSTED    2 0
 CQ1442
 CQ1442.Superseded values are not recommended for survey control.
 CQ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1442.See file dsdata.txt to determine how the superseded data were derived.
 CQ1442
 CQ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR536427(NAD 83)
 CQ1442_MARKER: DB = BENCH MARK DISK
 CQ1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1442_STAMPING: X 39 1934
 CQ1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1442+STABILITY: SURFACE MOTION
 CQ1442
 CQ1442  HISTORY     - Date     Condition        Report By
 CQ1442  HISTORY     - 1934     MONUMENTED       CGS
 CQ1442
 CQ1442                          STATION DESCRIPTION
 CQ1442
 CQ1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1442'13.8 MI W FROM COUSHATTA.
 CQ1442'13.8 MILES W OF AND ALONG STATE HWY 9 FROM THE L AND ARR STATION AT
 CQ1442'COUSHATTA, 52 FEET SW OF ROAD AT T-ROAD AND AT CURVE, 10 FEET N OF A
 CQ1442'24-INCH WALNUT TREE, 110 YARDS S OF A FARM HOUSE.  A STANDARD DISK SET
 CQ1442'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0950 ***********************************************************************
 CQ0950  DESIGNATION -  X 40
 CQ0950  PID         -  CQ0950
 CQ0950  STATE/COUNTY-  LA/NATCHITOCHES
 CQ0950  USGS QUAD   -  GOLDONNA (1986)
 CQ0950
 CQ0950                         *CURRENT SURVEY CONTROL
 CQ0950  ___________________________________________________________________
 CQ0950* NAD 83(1986)-  32 00 58.     (N)    092 54 30.     (W)     SCALED    
 CQ0950* NAVD 88     -        43.01   (+/-2cm)     141.1    (feet)  VERTCON   
 CQ0950  ___________________________________________________________________
 CQ0950  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ0950
 CQ0950  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0950
 CQ0950.The horizontal coordinates were scaled from a topographic map and have
 CQ0950.an estimated accuracy of +/- 6 seconds.
 CQ0950
 CQ0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0950.The vertical order pertains to the NGVD 29 superseded value.
 CQ0950
 CQ0950.The geoid height was determined by GEOID03.
 CQ0950
 CQ0950;                    North         East    Units  Estimated Accuracy
 CQ0950;SPC LA N     -   168,170.      961,430.      MT  (+/- 180 meters Scaled)
 CQ0950
 CQ0950                          SUPERSEDED SURVEY CONTROL
 CQ0950
 CQ0950  NGVD 29 (??/??/??)   43.057  (m)          141.26   (f) ADJUSTED    2 0
 CQ0950
 CQ0950.Superseded values are not recommended for survey control.
 CQ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0950.See file dsdata.txt to determine how the superseded data were derived.
 CQ0950
 CQ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR086422(NAD 83)
 CQ0950_MARKER: DB = BENCH MARK DISK
 CQ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0950_STAMPING: X 40 1934
 CQ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0950+STABILITY: SURFACE MOTION
 CQ0950
 CQ0950  HISTORY     - Date     Condition        Report By
 CQ0950  HISTORY     - 1934     MONUMENTED       CGS
 CQ0950  HISTORY     - 1943     GOOD             CGS
 CQ0950  HISTORY     - 1980     MARK NOT FOUND   USGS
 CQ0950
 CQ0950                          STATION DESCRIPTION
 CQ0950
 CQ0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ0950'7.7 MI SE FROM CHESTNUT.
 CQ0950'ABOUT 7.7 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ0950'FROM THE STATION AT CHESTNUT, NATCHITOCHES PARISH, AT GOLDONNA, ABOUT
 CQ0950'25 POLES EAST OF MILEPOST 129, ABOUT 113 YARDS EAST OF THE EAST END OF
 CQ0950'THE STATION, ABOUT 46 YARDS WEST OF A ROAD CROSSING, AND 43 FEET NORTH
 CQ0950'OF THE TRACK.  A STANDARD DISK, STAMPED X 40 1934 AND SET IN THE TOP
 CQ0950'OF A CONCRETE POST.
 CQ0950
 CQ0950                          STATION RECOVERY (1943)
 CQ0950
 CQ0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CQ0950'RECOVERED IN GOOD CONDITION.
 CQ0950
 CQ0950                          STATION RECOVERY (1980)
 CQ0950
 CQ0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CQ0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0202 ***********************************************************************
 BX0202  DESIGNATION -  X 41
 BX0202  PID         -  BX0202
 BX0202  STATE/COUNTY-  LA/LA SALLE
 BX0202  USGS QUAD   -  LITTLE CREEK (1985)
 BX0202
 BX0202                         *CURRENT SURVEY CONTROL
 BX0202  ___________________________________________________________________
 BX0202* NAD 83(1986)-  31 41 28.     (N)    092 15 00.     (W)     SCALED    
 BX0202* NAVD 88     -        26.14   (+/-2cm)      85.8    (feet)  VERTCON   
 BX0202  ___________________________________________________________________
 BX0202  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0202
 BX0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0202
 BX0202.The horizontal coordinates were scaled from a topographic map and have
 BX0202.an estimated accuracy of +/- 6 seconds.
 BX0202
 BX0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0202.The vertical order pertains to the NGVD 29 superseded value.
 BX0202
 BX0202.The geoid height was determined by GEOID03.
 BX0202
 BX0202;                    North         East    Units  Estimated Accuracy
 BX0202;SPC LA N     -   132,090.    1,023,700.      MT  (+/- 180 meters Scaled)
 BX0202
 BX0202                          SUPERSEDED SURVEY CONTROL
 BX0202
 BX0202  NGVD 29 (??/??/??)   26.138  (m)           85.75   (f) ADJUSTED    2 0
 BX0202
 BX0202.Superseded values are not recommended for survey control.
 BX0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0202.See file dsdata.txt to determine how the superseded data were derived.
 BX0202
 BX0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR710064(NAD 83)
 BX0202_MARKER: DB = BENCH MARK DISK
 BX0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0202_STAMPING: X 41 1935
 BX0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0202+STABILITY: SURFACE MOTION
 BX0202
 BX0202  HISTORY     - Date     Condition        Report By
 BX0202  HISTORY     - 1935     MONUMENTED       CGS
 BX0202
 BX0202                          STATION DESCRIPTION
 BX0202
 BX0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0202'4.4 MI W FROM TROUT.
 BX0202'4.4 MI W OF AND ALONG THE L AND A R R 49 FEET S OF CENTER OF TRACK. 16
 BX0202'FEET S OF MILEPOST 179.  340 FEET W OF BRIDGE A1791.  OPPOSITE GATE
 BX0202'FIELD.  IN EDGE OF TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1199 ***********************************************************************
 BK1199  DESIGNATION -  X 43
 BK1199  PID         -  BK1199
 BK1199  STATE/COUNTY-  LA/VERNON
 BK1199  USGS QUAD   -  PITKIN (1972)
 BK1199
 BK1199                         *CURRENT SURVEY CONTROL
 BK1199  ___________________________________________________________________
 BK1199* NAD 83(1986)-  30 56 37.     (N)    092 57 20.     (W)     SCALED    
 BK1199* NAVD 88     -        45.47   (+/-2cm)     149.2    (feet)  VERTCON   
 BK1199  ___________________________________________________________________
 BK1199  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BK1199
 BK1199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1199
 BK1199.The horizontal coordinates were scaled from a topographic map and have
 BK1199.an estimated accuracy of +/- 6 seconds.
 BK1199
 BK1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1199.The vertical order pertains to the NGVD 29 superseded value.
 BK1199
 BK1199.The geoid height was determined by GEOID03.
 BK1199
 BK1199;                    North         East    Units  Estimated Accuracy
 BK1199;SPC LA N     -    49,280.      956,470.      MT  (+/- 180 meters Scaled)
 BK1199
 BK1199                          SUPERSEDED SURVEY CONTROL
 BK1199
 BK1199  NGVD 29 (??/??/??)   45.516  (m)          149.33   (f) ADJUSTED    2 0
 BK1199
 BK1199.Superseded values are not recommended for survey control.
 BK1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1199.See file dsdata.txt to determine how the superseded data were derived.
 BK1199
 BK1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ042233(NAD 83)
 BK1199_MARKER: DB = BENCH MARK DISK
 BK1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1199_SP_SET: CONCRETE BLOCK
 BK1199_STAMPING: X 43 1935
 BK1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1199
 BK1199  HISTORY     - Date     Condition        Report By
 BK1199  HISTORY     - 1935     MONUMENTED       CGS
 BK1199  HISTORY     - 1972     GOOD             LADTD
 BK1199  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1199  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1199
 BK1199                          STATION DESCRIPTION
 BK1199
 BK1199'DESCRIBED BY LA TRANSP AND DEV 1972
 BK1199'1.4 MI NW FROM PITKIN.
 BK1199'LOCATED 1.4 MILES NORTHWEST OF THE POST OFFICE AT PITKIN.  .7 MILES
 BK1199'NORTHWEST OF B.M. U 182.  .3 MILES NORTHWEST OF THE NORTHWEST END OF A
 BK1199'BRIDGE NO. 066-03-0509-1 ON LOUISIANA HIGHWAY 10.  240 FEET SOUTH OF
 BK1199'LOUISIANA HIGHWAY 10.  150 FEET SOUTHEAST OF EAST RIGHT-OF-WAY OF GAS
 BK1199'PIPE LINE RUNNING NORTH AND SOUTH.  42 FEET SOUTHWEST OF THE SOUTH
 BK1199'RAIL ON SANTA FE RAILROAD.  103 FEET WEST OF MILE POST 61 ON THE SANTA
 BK1199'FE RAILROAD.  SET IN THE TOP OF A 8 INCH CONCRETE BLOCK PROJECTING 8
 BK1199'INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1 FOOT SOUTHWEST
 BK1199'OF THE MARK.
 BK1199
 BK1199                          STATION RECOVERY (1994)
 BK1199
 BK1199'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1199'MARK NOT FOUND.
 BK1199
 BK1199                          STATION RECOVERY (2001)
 BK1199
 BK1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1037 ***********************************************************************
 CQ1037  DESIGNATION -  X 47
 CQ1037  PID         -  CQ1037
 CQ1037  STATE/COUNTY-  LA/CLAIBORNE
 CQ1037  USGS QUAD   -  COLQUITT (1986)
 CQ1037
 CQ1037                         *CURRENT SURVEY CONTROL
 CQ1037  ___________________________________________________________________
 CQ1037* NAD 83(1986)-  32 56 08.     (N)    092 54 20.     (W)     SCALED    
 CQ1037* NAVD 88     -        74.187  (meters)     243.40   (feet)  ADJUSTED  
 CQ1037  ___________________________________________________________________
 CQ1037  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1037  DYNAMIC HT  -          74.106 (meters)     243.13  (feet)  COMP
 CQ1037  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 CQ1037
 CQ1037  VERT ORDER  -  SECOND    CLASS 0
 CQ1037
 CQ1037.The horizontal coordinates were scaled from a topographic map and have
 CQ1037.an estimated accuracy of +/- 6 seconds.
 CQ1037
 CQ1037.The orthometric height was determined by differential leveling
 CQ1037.and adjusted by the National Geodetic Survey in June 1991..
 CQ1037
 CQ1037.The geoid height was determined by GEOID03.
 CQ1037
 CQ1037.The dynamic height is computed by dividing the NAVD 88
 CQ1037.geopotential number by the normal gravity value computed on the
 CQ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1037.degrees latitude (g = 980.6199 gals.).
 CQ1037
 CQ1037.The modeled gravity was interpolated from observed gravity values.
 CQ1037
 CQ1037;                    North         East    Units  Estimated Accuracy
 CQ1037;SPC LA N     -   270,130.      962,070.      MT  (+/- 180 meters Scaled)
 CQ1037
 CQ1037                          SUPERSEDED SURVEY CONTROL
 CQ1037
 CQ1037  NGVD 29 (??/??/??)   74.275  (m)          243.68   (f) ADJUSTED    2 0
 CQ1037
 CQ1037.Superseded values are not recommended for survey control.
 CQ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1037.See file dsdata.txt to determine how the superseded data were derived.
 CQ1037
 CQ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS088441(NAD 83)
 CQ1037_MARKER: DB = BENCH MARK DISK
 CQ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1037_STAMPING: X 47 1934
 CQ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1037+STABILITY: SURFACE MOTION
 CQ1037
 CQ1037  HISTORY     - Date     Condition        Report By
 CQ1037  HISTORY     - 1934     MONUMENTED       CGS
 CQ1037  HISTORY     - 1943     MARK NOT FOUND   CGS
 CQ1037
 CQ1037                          STATION DESCRIPTION
 CQ1037
 CQ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ1037'4.8 MI NW FROM SUMMERFIELD.
 CQ1037'4.8 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM SUMMERFIELD, CLAIBORNE
 CQ1037'PARISH, AT THE SUMMIT OF A FAIRLY LONG GRADE, JUST EAST OF A CLEARING,
 CQ1037'NEAR A GROUP OF TREES, AND 30 FEET NORTH OF THE CENTERLINE OF THE
 CQ1037'HIGHWAY.  A STANDARD DISK, STAMPED X 47 1934 AND SET IN THE TOP OF A
 CQ1037'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0942 ***********************************************************************
 CQ0942  DESIGNATION -  X 48
 CQ0942  PID         -  CQ0942
 CQ0942  STATE/COUNTY-  LA/WINN
 CQ0942  USGS QUAD   -  JONESBORO SOUTH (1985)
 CQ0942
 CQ0942                         *CURRENT SURVEY CONTROL
 CQ0942  ___________________________________________________________________
 CQ0942* NAD 83(1986)-  32 08 00.     (N)    092 41 36.     (W)     SCALED    
 CQ0942* NAVD 88     -        49.85   (+/-2cm)     163.5    (feet)  VERTCON   
 CQ0942  ___________________________________________________________________
 CQ0942  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CQ0942
 CQ0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0942
 CQ0942.The horizontal coordinates were scaled from a topographic map and have
 CQ0942.an estimated accuracy of +/- 6 seconds.
 CQ0942
 CQ0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0942.The vertical order pertains to the NGVD 29 superseded value.
 CQ0942
 CQ0942.The geoid height was determined by GEOID03.
 CQ0942
 CQ0942;                    North         East    Units  Estimated Accuracy
 CQ0942;SPC LA N     -   181,110.      981,760.      MT  (+/- 180 meters Scaled)
 CQ0942
 CQ0942                          SUPERSEDED SURVEY CONTROL
 CQ0942
 CQ0942  NGVD 29 (??/??/??)   49.892  (m)          163.69   (f) ADJUSTED    2 0
 CQ0942
 CQ0942.Superseded values are not recommended for survey control.
 CQ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0942.See file dsdata.txt to determine how the superseded data were derived.
 CQ0942
 CQ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR289552(NAD 83)
 CQ0942_MARKER: DB = BENCH MARK DISK
 CQ0942_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CQ0942_SP_SET: CULVERT HEADWALL
 CQ0942_STAMPING: X 48 1934
 CQ0942_MARK LOGO: CGS   
 CQ0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0942+STABILITY: SURFACE MOTION
 CQ0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0942+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1997
 CQ0942
 CQ0942  HISTORY     - Date     Condition        Report By
 CQ0942  HISTORY     - 1934     MONUMENTED       CGS
 CQ0942  HISTORY     - 1935     GOOD             CGS
 CQ0942  HISTORY     - 1943     GOOD             CGS
 CQ0942  HISTORY     - 19970304 GOOD             LADTD
 CQ0942
 CQ0942                          STATION DESCRIPTION
 CQ0942
 CQ0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0942'4.4 MI N FROM DODSON.
 CQ0942'4.4 MILES NORTH OF AND ALONG THE C. R.I. AND P. R.R. SET HORIZONTAL 1
 CQ0942'FOOT N.W. OF THE S.E. END OF HEADWALL OF A CONCRETE CULVERT.  175
 CQ0942'YARDS S.E. OF MILE POLE 184. AND 13 FEET N.E. OF CENTER OF TRACK.
 CQ0942
 CQ0942                          STATION RECOVERY (1943)
 CQ0942
 CQ0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CQ0942'RECOVERED IN GOOD CONDITION.
 CQ0942
 CQ0942                          STATION RECOVERY (1997)
 CQ0942
 CQ0942'RECOVERY NOTE BY LA TRANSP AND DEV 1997 (TLH)
 CQ0942'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF JONESBORO AND
 CQ0942'16.5 MI (26.6 KM) NORTH OF WINNFIELD.  OWNERSHIP--KANSAS CITY SOUTHERN
 CQ0942'RAILROAD.  TO REACH THE STATION FROM THE JACKSON PARISH COURTHOUSE IN
 CQ0942'JONESBORO, GO SOUTH FOR 7.6 MI (12.2 KM) ON U S HIGHWAY 167 TO THE
 CQ0942'STATION ON THE RIGHT SET IN THE SOUTHEAST END OF A HEADWALL FOR THE
 CQ0942'RAILROAD, APPROXIMATELY 175 YARDS SOUTH OF MILE POST 184.  THE STATION
 CQ0942'IS 72.0 FT (21.9 M) WEST-SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 CQ0942'10.0 FT (3.0 M) EAST-NORTHEAST FROM THE EAST RAIL OF THE RAILROAD, 10
 CQ0942'FT (3.0 M) NORTHWEST FROM THE SOUTHEAST END OF THE HEADWALL, FLUSH
 CQ0942'WITH THE HEADWALL AND ABOUT LEVEL WITH THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0558 ***********************************************************************
 CQ0558  DESIGNATION -  X 49
 CQ0558  PID         -  CQ0558
 CQ0558  STATE/COUNTY-  LA/JACKSON
 CQ0558  USGS QUAD   -  WOMACK (1989)
 CQ0558
 CQ0558                         *CURRENT SURVEY CONTROL
 CQ0558  ___________________________________________________________________
 CQ0558* NAD 83(1986)-  32 12 21.     (N)    092 28 25.     (W)     SCALED    
 CQ0558* NAVD 88     -        50.76   (+/-2cm)     166.5    (feet)  VERTCON   
 CQ0558  ___________________________________________________________________
 CQ0558  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0558
 CQ0558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0558
 CQ0558.The horizontal coordinates were scaled from a topographic map and have
 CQ0558.an estimated accuracy of +/- 6 seconds.
 CQ0558
 CQ0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0558.The vertical order pertains to the NGVD 29 superseded value.
 CQ0558
 CQ0558.The geoid height was determined by GEOID03.
 CQ0558
 CQ0558;                    North         East    Units  Estimated Accuracy
 CQ0558;SPC LA N     -   189,140.    1,002,490.      MT  (+/- 180 meters Scaled)
 CQ0558
 CQ0558                          SUPERSEDED SURVEY CONTROL
 CQ0558
 CQ0558  NGVD 29 (??/??/??)   50.794  (m)          166.65   (f) ADJUSTED    2 0
 CQ0558
 CQ0558.Superseded values are not recommended for survey control.
 CQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0558.See file dsdata.txt to determine how the superseded data were derived.
 CQ0558
 CQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR496633(NAD 83)
 CQ0558_MARKER: DB = BENCH MARK DISK
 CQ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0558_STAMPING: X 49 1935
 CQ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0558+STABILITY: SURFACE MOTION
 CQ0558
 CQ0558  HISTORY     - Date     Condition        Report By
 CQ0558  HISTORY     - 1935     MONUMENTED       CGS
 CQ0558  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0558
 CQ0558                          STATION DESCRIPTION
 CQ0558
 CQ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0558'7.4 MI S FROM CHATHAM.
 CQ0558'7.4 MILES SOUTH ALONG THE TREMONT AND GULF RAILWAY FROM CHATHAM,
 CQ0558'JACKSON PARISH, ABOUT 630 YARDS SOUTH OF MILEPOST 24, 150 YARDS SOUTH
 CQ0558'OF THE SWITCH FOR THE SPUR TRACK LEADING TO THE OLD CLARK SAWMILL, 30
 CQ0558'YARDS SOUTH OF A ROAD CROSSING, AND 35 FEET EAST OF THE CENTERLINE OF
 CQ0558'THE TRACK.  A STANDARD DISK, STAMPED X 49 1935 AND SET IN THE TOP OF A
 CQ0558'CONCRETE POST.
 CQ0558
 CQ0558                          STATION RECOVERY (1986)
 CQ0558
 CQ0558'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0775 ***********************************************************************
 BK0775  DESIGNATION -  X 50
 BK0775  PID         -  BK0775
 BK0775  STATE/COUNTY-  LA/ALLEN
 BK0775  USGS QUAD   -  INDIAN VILLAGE (1985)
 BK0775
 BK0775                         *CURRENT SURVEY CONTROL
 BK0775  ___________________________________________________________________
 BK0775* NAD 83(1986)-  30 29 42.     (N)    092 52 56.     (W)     SCALED    
 BK0775* NAVD 88     -        15.10   (+/-2cm)      49.5    (feet)  VERTCON   
 BK0775  ___________________________________________________________________
 BK0775  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK0775
 BK0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0775
 BK0775.The horizontal coordinates were scaled from a topographic map and have
 BK0775.an estimated accuracy of +/- 6 seconds.
 BK0775
 BK0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0775.The vertical order pertains to the NGVD 29 superseded value.
 BK0775
 BK0775.The geoid height was determined by GEOID03.
 BK0775
 BK0775;                    North         East    Units  Estimated Accuracy
 BK0775;SPC LA S     -   222,140.      851,310.      MT  (+/- 180 meters Scaled)
 BK0775
 BK0775                          SUPERSEDED SURVEY CONTROL
 BK0775
 BK0775  NGVD 29 (??/??/??)   15.071  (m)           49.45   (f) ADJUSTED    2 0
 BK0775
 BK0775.Superseded values are not recommended for survey control.
 BK0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0775.See file dsdata.txt to determine how the superseded data were derived.
 BK0775
 BK0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP113736(NAD 83)
 BK0775_MARKER: DB = BENCH MARK DISK
 BK0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0775_SP_SET: CONCRETE BASE
 BK0775_STAMPING: X 50 1935
 BK0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0775
 BK0775  HISTORY     - Date     Condition        Report By
 BK0775  HISTORY     - 1935     MONUMENTED       CGS
 BK0775  HISTORY     - 1969     GOOD             LADTD
 BK0775  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK0775
 BK0775                          STATION DESCRIPTION
 BK0775
 BK0775'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0775'2.3 MI W FROM KINDER.
 BK0775'ABOUT 2.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK0775'DEPOT AT KINDER, THENCE 0.2 MILE EAST OF MILE POST 542 AT SIGNAL TOWER
 BK0775'542.1, IN THE SOUTHEAST CONCRETE BASE, 9 FEET NORTH OF THE CENTERLINE
 BK0775'OF THE TRACKS.  SEC 33, T6S, R 5W.
 BK0775
 BK0775                          STATION RECOVERY (2002)
 BK0775
 BK0775'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 BK0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0979 ***********************************************************************
 CQ0979  DESIGNATION -  X 57
 CQ0979  PID         -  CQ0979
 CQ0979  STATE/COUNTY-  LA/LINCOLN
 CQ0979  USGS QUAD   -  RUSTON WEST (1994)
 CQ0979
 CQ0979                         *CURRENT SURVEY CONTROL
 CQ0979  ___________________________________________________________________
 CQ0979* NAD 83(1986)-  32 31 43.     (N)    092 40 32.     (W)     SCALED    
 CQ0979* NAVD 88     -        68.382  (meters)     224.35   (feet)  ADJUSTED  
 CQ0979  ___________________________________________________________________
 CQ0979  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ0979  DYNAMIC HT  -          68.305 (meters)     224.10  (feet)  COMP
 CQ0979  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CQ0979
 CQ0979  VERT ORDER  -  FIRST     CLASS I
 CQ0979
 CQ0979.The horizontal coordinates were scaled from a topographic map and have
 CQ0979.an estimated accuracy of +/- 6 seconds.
 CQ0979
 CQ0979.The orthometric height was determined by differential leveling
 CQ0979.and adjusted by the National Geodetic Survey in June 1991..
 CQ0979.WARNING-Repeat measurements at this control monument indicate possible
 CQ0979.vertical movement.
 CQ0979
 CQ0979.The geoid height was determined by GEOID03.
 CQ0979
 CQ0979.The dynamic height is computed by dividing the NAVD 88
 CQ0979.geopotential number by the normal gravity value computed on the
 CQ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0979.degrees latitude (g = 980.6199 gals.).
 CQ0979
 CQ0979.The modeled gravity was interpolated from observed gravity values.
 CQ0979
 CQ0979;                    North         East    Units  Estimated Accuracy
 CQ0979;SPC LA N     -   224,940.      983,510.      MT  (+/- 180 meters Scaled)
 CQ0979
 CQ0979                          SUPERSEDED SURVEY CONTROL
 CQ0979
 CQ0979  NGVD 29 (??/??/??)   68.453  (m)          224.58   (f) ADJUSTED    1 1
 CQ0979
 CQ0979.Superseded values are not recommended for survey control.
 CQ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0979.See file dsdata.txt to determine how the superseded data were derived.
 CQ0979
 CQ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR304990(NAD 83)
 CQ0979_MARKER: DB = BENCH MARK DISK
 CQ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0979_STAMPING: X 57 1934
 CQ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0979+STABILITY: SURFACE MOTION
 CQ0979
 CQ0979  HISTORY     - Date     Condition        Report By
 CQ0979  HISTORY     - 1934     MONUMENTED       CGS
 CQ0979  HISTORY     - 1969     GOOD             CGS
 CQ0979  HISTORY     - 1985     GOOD             LOCSUR
 CQ0979  HISTORY     - 1987     GOOD             USPSQD
 CQ0979  HISTORY     - 20040131 GOOD             USPSQD
 CQ0979
 CQ0979                          STATION DESCRIPTION
 CQ0979
 CQ0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0979'2.3 MI W FROM RUSTON.
 CQ0979'ABOUT 0.1 MILE NORTH ALONG VIENNA STREET WHICH IS U.S. HIGHWAYS 80 AND
 CQ0979'167 FROM THE COURTHOUSE AT RUSTON, THENCE 2.2 MILES WEST ALONG THE
 CQ0979'ILLINOIS CENTRAL RAILROAD, AT THE CROSSING OF THE RAILROAD AND STATE
 CQ0979'HIGHWAY 818, 38 1/2 FEET SOUTH OF THE SOUTH RAIL, 16 1/2 FEET EAST OF
 CQ0979'THE CENTER LINE OF THE HIGHWAY, 76 1/2 FEET NORTHWEST OF THE NORTHWEST
 CQ0979'CORNER OF THE DIAMOND INDUSTRIES INCORPORATED BUILDING, 1.5 FEET WEST
 CQ0979'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 CQ0979'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 2 FEET BELOW THE
 CQ0979'LEVEL OF THE GROUND.  SEC 21, T 18N, R 3W.
 CQ0979
 CQ0979                          STATION RECOVERY (1985)
 CQ0979
 CQ0979'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CQ0979'RECOVERED IN GOOD CONDITION.
 CQ0979
 CQ0979                          STATION RECOVERY (1987)
 CQ0979
 CQ0979'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0979'RECOVERED IN GOOD CONDITION.
 CQ0979
 CQ0979                          STATION RECOVERY (2004)
 CQ0979
 CQ0979'RECOVERY NOTE BY US POWER SQUADRON 2004 (LL)
 CQ0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0024 ***********************************************************************
 BK0024  DESIGNATION -  X 59
 BK0024  PID         -  BK0024
 BK0024  STATE/COUNTY-  LA/EVANGELINE
 BK0024  USGS QUAD   -  ST LANDRY (1983)
 BK0024
 BK0024                         *CURRENT SURVEY CONTROL
 BK0024  ___________________________________________________________________
 BK0024* NAD 83(1986)-  30 45 04.     (N)    092 15 13.     (W)     SCALED    
 BK0024* NAVD 88     -        23.28   (+/-2cm)      76.4    (feet)  VERTCON   
 BK0024  ___________________________________________________________________
 BK0024  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK0024
 BK0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0024
 BK0024.The horizontal coordinates were scaled from a topographic map and have
 BK0024.an estimated accuracy of +/- 6 seconds.
 BK0024
 BK0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0024.The vertical order pertains to the NGVD 29 superseded value.
 BK0024
 BK0024.The geoid height was determined by GEOID03.
 BK0024
 BK0024;                    North         East    Units  Estimated Accuracy
 BK0024;SPC LA S     -   249,880.      911,880.      MT  (+/- 180 meters Scaled)
 BK0024
 BK0024                          SUPERSEDED SURVEY CONTROL
 BK0024
 BK0024  NGVD 29 (??/??/??)   23.247  (m)           76.27   (f) ADJUSTED    2 0
 BK0024
 BK0024.Superseded values are not recommended for survey control.
 BK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0024.See file dsdata.txt to determine how the superseded data were derived.
 BK0024
 BK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ714022(NAD 83)
 BK0024_MARKER: DB = BENCH MARK DISK
 BK0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0024_STAMPING: X 59 1935
 BK0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0024+STABILITY: SURFACE MOTION
 BK0024
 BK0024  HISTORY     - Date     Condition        Report By
 BK0024  HISTORY     - 1935     MONUMENTED       CGS
 BK0024  HISTORY     - 1945     MARK NOT FOUND   LOCENG
 BK0024
 BK0024                          STATION DESCRIPTION
 BK0024
 BK0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0024'4.8 MI N FROM VILLE PLATTE.
 BK0024'4.8 MI N OF AND ALONG THE T AND P R R AT AN OLD PRIVATE ROAD CROSSING.
 BK0024'38 FEET E OF CENTER OF TRACK.
 BK0024
 BK0024                          STATION RECOVERY (1945)
 BK0024
 BK0024'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 BK0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1944 ***********************************************************************
 BX1944  DESIGNATION -  X 67
 BX1944  PID         -  BX1944
 BX1944  STATE/COUNTY-  LA/VERNON
 BX1944  USGS QUAD   -  SLAGLE (1974)
 BX1944
 BX1944                         *CURRENT SURVEY CONTROL
 BX1944  ___________________________________________________________________
 BX1944* NAD 83(1992)-  31 11 15.52315(N)    093 08 34.78897(W)     ADJUSTED  
 BX1944* NAVD 88     -       104.31   (+/-2cm)     342.2    (feet)  VERTCON   
 BX1944  ___________________________________________________________________
 BX1944  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 BX1944  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX1944
 BX1944  HORZ ORDER  -  SECOND
 BX1944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1944
 BX1944.The horizontal coordinates were established by classical geodetic methods
 BX1944.and adjusted by the National Geodetic Survey in January 1993..
 BX1944
 BX1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1944.The vertical order pertains to the NGVD 29 superseded value.
 BX1944
 BX1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1944
 BX1944.The geoid height was determined by GEOID03.
 BX1944
 BX1944;                    North         East     Units Scale Factor Converg.
 BX1944;SPC LA N     -    76,426.074   938,712.276   MT  0.99999531   -0 20 23.8
 BX1944;SPC LA N     -   250,741.21  3,079,758.53   sFT  0.99999531   -0 20 23.8
 BX1944;UTM  15      - 3,450,406.855   486,375.444   MT  0.99960229   -0 04 26.6
 BX1944
 BX1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1944!SPC LA N     -   0.99998776  x   0.99999531  =   0.99998307
 BX1944!UTM  15      -   0.99998776  x   0.99960229  =   0.99959006
 BX1944
 BX1944:                Primary Azimuth Mark                     Grid Az
 BX1944:SPC LA N     -  SLAGLE                                   226 41 37.6
 BX1944:UTM  15      -  SLAGLE                                   226 25 40.4
 BX1944
 BX1944|---------------------------------------------------------------------|
 BX1944| PID    Reference Object                     Distance      Geod. Az  |
 BX1944|                                                           dddmmss.s |
 BX1944| BX2904 SLAGLE                              APPROX. 2.3 KM 2262113.8 |
 BX1944|---------------------------------------------------------------------|
 BX1944
 BX1944                          SUPERSEDED SURVEY CONTROL
 BX1944
 BX1944  NAD 83(1986)-  31 11 15.53790(N)    093 08 34.78355(W) AD(       ) 2
 BX1944  NAD 27      -  31 11 14.86900(N)    093 08 34.20700(W) AD(       ) 2
 BX1944  NGVD 29 (??/??/??)  104.387  (m)          342.48   (f) ADJUSTED    2 0
 BX1944
 BX1944.Superseded values are not recommended for survey control.
 BX1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1944.See file dsdata.txt to determine how the superseded data were derived.
 BX1944
 BX1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ8637550407(NAD 83)
 BX1944_MARKER: DB = BENCH MARK DISK
 BX1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1944_STAMPING: X 67 1935
 BX1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1944+STABILITY: SURFACE MOTION
 BX1944
 BX1944  HISTORY     - Date     Condition        Report By
 BX1944  HISTORY     - 1941     MONUMENTED       CGS
 BX1944  HISTORY     - 1943     GOOD             USE
 BX1944  HISTORY     - 1961     GOOD             CGS
 BX1944  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1944  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1944
 BX1944                          STATION DESCRIPTION
 BX1944
 BX1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HJH)
 BX1944'STATION IS ABOUT 1.4 MILES W OF THE SLAGLE POST OFFICE ON
 BX1944'THE S SIDE AND ADJACENT TO STATE HIGHWAY 107, WHERE IT MAKES
 BX1944'A CURVE TO THE W.  IT IS 108 FEET E OF A TELEPHONE POLE,
 BX1944'43 FEET S OF THE CENTER OF THE HIGHWAY AND ABOUT 15 FEET
 BX1944'S OF THE HIGHWAY CUT BANK.
 BX1944'
 BX1944'STATION IS A STANDARD C. AND G.S. BENCH MARK DISK, STAMPED
 BX1944'X 67 1935 AND SET IN A 6-INCH SQUARE CONCRETE POST PROJECTING
 BX1944'ABOUT 8 INCHES.
 BX1944'
 BX1944'HEIGHT OF TELESCOPE ABOVE STATION MARK - 1 METER.
 BX1944
 BX1944                          STATION RECOVERY (1943)
 BX1944
 BX1944'RECOVERY NOTE BY US ENGINEERS 1943
 BX1944'$
 BX1944'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BX1944
 BX1944                          STATION RECOVERY (1961)
 BX1944
 BX1944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 BX1944'1.5 MI SW FROM SLAGLE.
 BX1944'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 BX1944'AND STORE AT SLAGLE, IN SECTION 1, T 2 N, R 8 W, 42 FEET SOUTHEAST OF
 BX1944'THE CENTER LINE OF THE HIGHWAY, 153 FEET SOUTHWEST OF THE CENTER LINE
 BX1944'OF A PRIVATE DRIVEWAY ON THE CREST OF A HILL, 28 FEET SOUTHWEST OF A
 BX1944'TELEPHONE POLE, 3 INCHES SOUTHEAST OF A WOVEN WIRE FENCE, ABOUT 2 1/2
 BX1944'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BX1944'POST PROJECTING 4 INCHES.
 BX1944
 BX1944                          STATION RECOVERY (1994)
 BX1944
 BX1944'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1944'MARK NOT FOUND.
 BX1944
 BX1944                          STATION RECOVERY (2001)
 BX1944
 BX1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1944'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1241 ***********************************************************************
 BJ1241  DESIGNATION -  X 80
 BJ1241  PID         -  BJ1241
 BJ1241  STATE/COUNTY-  LA/WASHINGTON
 BJ1241  USGS QUAD   -  CLIFTON (1983)
 BJ1241
 BJ1241                         *CURRENT SURVEY CONTROL
 BJ1241  ___________________________________________________________________
 BJ1241* NAD 83(1986)-  30 53 20.     (N)    090 10 48.     (W)     SCALED    
 BJ1241* NAVD 88     -        57.622  (meters)     189.05   (feet)  ADJUSTED  
 BJ1241  ___________________________________________________________________
 BJ1241  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ1241  DYNAMIC HT  -          57.547 (meters)     188.80  (feet)  COMP
 BJ1241  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1241
 BJ1241  VERT ORDER  -  SECOND    CLASS 0
 BJ1241
 BJ1241.The horizontal coordinates were scaled from a topographic map and have
 BJ1241.an estimated accuracy of +/- 6 seconds.
 BJ1241
 BJ1241.The orthometric height was determined by differential leveling
 BJ1241.and adjusted by the National Geodetic Survey in February 1994..
 BJ1241
 BJ1241.The geoid height was determined by GEOID03.
 BJ1241
 BJ1241.The dynamic height is computed by dividing the NAVD 88
 BJ1241.geopotential number by the normal gravity value computed on the
 BJ1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1241.degrees latitude (g = 980.6199 gals.).
 BJ1241
 BJ1241.The modeled gravity was interpolated from observed gravity values.
 BJ1241
 BJ1241;                    North         East    Units  Estimated Accuracy
 BJ1241;SPC LA S     -   265,360.    1,110,280.      MT  (+/- 180 meters Scaled)
 BJ1241
 BJ1241                          SUPERSEDED SURVEY CONTROL
 BJ1241
 BJ1241  NGVD 29 (??/??/??)   57.726  (m)          189.39   (f) ADJUSTED    2 0
 BJ1241
 BJ1241.Superseded values are not recommended for survey control.
 BJ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1241.See file dsdata.txt to determine how the superseded data were derived.
 BJ1241
 BJ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ695206(NAD 83)
 BJ1241_MARKER: DB = BENCH MARK DISK
 BJ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1241_STAMPING: 189 X 80 1935
 BJ1241_MARK LOGO: CGS   
 BJ1241_PROJECTION: PROJECTING 15 CENTIMETERS
 BJ1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1241+STABILITY: SURFACE MOTION
 BJ1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1241+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ1241
 BJ1241  HISTORY     - Date     Condition        Report By
 BJ1241  HISTORY     - 1935     MONUMENTED       CGS
 BJ1241  HISTORY     - 1955     GOOD             CGS
 BJ1241  HISTORY     - 1982     GOOD             LADTD
 BJ1241  HISTORY     - 19890824 GOOD             LADTD
 BJ1241  HISTORY     - 20031110 GOOD             LADTD
 BJ1241
 BJ1241                          STATION DESCRIPTION
 BJ1241
 BJ1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1241'3.7 MI N FROM FRANKLINTON.
 BJ1241'3.7 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BJ1241'STATION AT FRANKLINTON, WASHINGTON PARISH, 0.3 MILE NORTH OF MILEPOST
 BJ1241'89, AT THE SITE OF THE OLD PICO WAITING STATION, AT A ROAD CROSSING,
 BJ1241'115 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 34 FEET
 BJ1241'EAST OF THE EAST RAIL, 60 FEET SOUTH-SOUTHEAST OF THE NORTH POLE NORTH
 BJ1241'OF MILEPOST 89 (THIS IS THE FIRST POLE SOUTH OF THE ROAD CROSSING), 18
 BJ1241'FEET EAST OF A ROW OF POLES, AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
 BJ1241'A STANDARD DISK, STAMPED 189 X 80 1935 AND SET IN THE TOP OF A
 BJ1241'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 BJ1241
 BJ1241                          STATION RECOVERY (1982)
 BJ1241
 BJ1241'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1241'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BJ1241'COURTHOUSE AT FRANKLINTON, GO NORTH ALONG STATE HIGHWAY 25 FOR 5.6 KM
 BJ1241'(3.5 MI) TO PICO ROAD ON THE RIGHT, THEN GO ALONG PICO ROAD FOR 1.5 KM
 BJ1241'(0.95 MI) TO A PRIVATE DRIVE ON THE RIGHT, THEN GO ALONG PRIVATE DRIVE
 BJ1241'FOR 46.2 METERS (150 FT) TO THE STATION ON THE RIGHT,  16.8 METERS
 BJ1241'(55 FT) WEST-NORTHWEST OF CENTER OF PRIVATE DRIVE, 47.2 METERS
 BJ1241'(155 FT) SOUTH-SOUTHWEST OF THE INTERSECTION OF PICO ROAD AND PRIVATE
 BJ1241'DRIVE, 38.7 METERS (127 FT) SOUTHWEST OF A FENCE CORNER POST,
 BJ1241'51.4 METERS (168.5 FT) SOUTH-SOUTHWEST OF THE WEST END OF METAL PIPE
 BJ1241'UNDER PRIVATE DRIVE.
 BJ1241'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 BJ1241'THE MARK IS ABOVE LEVEL WITH PRIVATE DRIVE..
 BJ1241
 BJ1241                          STATION RECOVERY (1989)
 BJ1241
 BJ1241'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ1241'THE STATION IS LOCATED 12.3 KM (7.65 MI) SOUTH OF WARNERTON AND 5.6 KM
 BJ1241'(3.45 MI) NORTH OF FRANKLINTON.  OWNERSHIP--UNKNOWN. TO REACH THE
 BJ1241'STATION FROM THE COURTHOUSE IN FRANKLINTON, GO NORTH ON STATE HIGHWAY
 BJ1241'25 FOR 5.6 KM (3.45 MI) TO PICO ROAD ON THE RIGHT. TURN RIGHT AND GO
 BJ1241'EAST ON PICO ROAD FOR 1.5 KM (0.95 MI) TO A PRIVATE DRIVE ON THE
 BJ1241'RIGHT.  TURN RIGHT AND GO SOUTH ON THE PRIVATE DRIVE FOR 46.2 M (151.6
 BJ1241'FT) TO THE STATION ON THE RIGHT. THE STATION PROJECTS 15 CM ABOVE THE
 BJ1241'GROUND.  LOCATED 51.4 M (168.6 FT) SOUTH-SOUTHWEST FROM THE WEST END
 BJ1241'OF METAL PIPE UNDER PRIVATE DRIVE, 47.2 M (154.9 FT) SOUTH-SOUTHWEST
 BJ1241'FROM THE INTERSECTION OF PICO ROAD AND PRIVATE DRIVE, 38.7 M (127.0
 BJ1241'FT) SOUTHWEST FROM A FENCE CORNER, 16.8 M (55.1 FT) WEST-NORTHWEST
 BJ1241'FROM THE CENTER OF THE PRIVATE DRIVE, 0.76 M (2.49 FT) EAST FROM A
 BJ1241'WITNESS POST AND ABOUT LEVEL WITH THE DRIVE.
 BJ1241
 BJ1241                          STATION RECOVERY (2003)
 BJ1241
 BJ1241'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1039 ***********************************************************************
 BX1039  DESIGNATION -  X 96
 BX1039  PID         -  BX1039
 BX1039  STATE/COUNTY-  LA/NATCHITOCHES
 BX1039  USGS QUAD   -  LENA (1992)
 BX1039
 BX1039                         *CURRENT SURVEY CONTROL
 BX1039  ___________________________________________________________________
 BX1039* NAD 83(1986)-  31 29 10.     (N)    092 49 41.     (W)     SCALED    
 BX1039* NAVD 88     -        37.21   (+/-2cm)     122.1    (feet)  VERTCON   
 BX1039  ___________________________________________________________________
 BX1039  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX1039
 BX1039  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1039
 BX1039.The horizontal coordinates were scaled from a topographic map and have
 BX1039.an estimated accuracy of +/- 6 seconds.
 BX1039
 BX1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1039.The vertical order pertains to the NGVD 29 superseded value.
 BX1039
 BX1039.The geoid height was determined by GEOID03.
 BX1039
 BX1039;                    North         East    Units  Estimated Accuracy
 BX1039;SPC LA N     -   109,380.      968,830.      MT  (+/- 180 meters Scaled)
 BX1039
 BX1039                          SUPERSEDED SURVEY CONTROL
 BX1039
 BX1039  NGVD 29 (??/??/??)   37.226  (m)          122.13   (f) ADJUSTED    1 2
 BX1039
 BX1039.Superseded values are not recommended for survey control.
 BX1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1039.See file dsdata.txt to determine how the superseded data were derived.
 BX1039
 BX1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ163834(NAD 83)
 BX1039_MARKER: DB = BENCH MARK DISK
 BX1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1039_STAMPING: X 96 1938
 BX1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1039+STABILITY: SURFACE MOTION
 BX1039
 BX1039  HISTORY     - Date     Condition        Report By
 BX1039  HISTORY     - 1938     MONUMENTED       CGS
 BX1039
 BX1039                          STATION DESCRIPTION
 BX1039
 BX1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1039'1.9 MI S FROM CHOPIN.
 BX1039'1.9 MILES SOUTHEAST OF THE R.R. STATION OPPOSITE A POINT 7 1.2
 BX1039'POLESEAST OF MILE POST NO. 221.  ON THE WEST END OF THE FIRST RAIL
 BX1039'ROAD FILL WEST OF THE STATION OF GALLBRAITHE.  AT THE EAST END OF RAIL
 BX1039'ROAD CUT.  44 FEET NORTH OF THE CENTER LINE OF THE TRACK IN THE NORTH
 BX1039'POLE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1715 ***********************************************************************
 BX1715  DESIGNATION -  X 97
 BX1715  PID         -  BX1715
 BX1715  STATE/COUNTY-  LA/NATCHITOCHES
 BX1715  USGS QUAD   -  MARTHAVILLE (1988)
 BX1715
 BX1715                         *CURRENT SURVEY CONTROL
 BX1715  ___________________________________________________________________
 BX1715* NAD 83(1986)-  31 44 20.     (N)    093 23 36.     (W)     SCALED    
 BX1715* NAVD 88     -        78.89   (+/-2cm)     258.8    (feet)  VERTCON   
 BX1715  ___________________________________________________________________
 BX1715  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1715
 BX1715  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1715
 BX1715.The horizontal coordinates were scaled from a topographic map and have
 BX1715.an estimated accuracy of +/- 6 seconds.
 BX1715
 BX1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1715.The vertical order pertains to the NGVD 29 superseded value.
 BX1715
 BX1715.The geoid height was determined by GEOID03.
 BX1715
 BX1715;                    North         East    Units  Estimated Accuracy
 BX1715;SPC LA N     -   137,710.      915,360.      MT  (+/- 180 meters Scaled)
 BX1715
 BX1715                          SUPERSEDED SURVEY CONTROL
 BX1715
 BX1715  NGVD 29 (??/??/??)   78.955  (m)          259.04   (f) ADJUSTED    1 2
 BX1715
 BX1715.Superseded values are not recommended for survey control.
 BX1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1715.See file dsdata.txt to determine how the superseded data were derived.
 BX1715
 BX1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR627115(NAD 83)
 BX1715_MARKER: DB = BENCH MARK DISK
 BX1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1715_STAMPING: X 97 1938
 BX1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1715+STABILITY: SURFACE MOTION
 BX1715
 BX1715  HISTORY     - Date     Condition        Report By
 BX1715  HISTORY     - 1938     MONUMENTED       CGS
 BX1715  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX1715
 BX1715                          STATION DESCRIPTION
 BX1715
 BX1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1715'IN MARTHAVILLE.
 BX1715'AT MARTHAVILLE, NATCHITOCHES PARISH, ON STATE HIGHWAY 1, 168 FEET
 BX1715'NORTH OF THE CENTER LINE OF THE TEXAS AND PACIFIC RAILWAY TRACK, AND
 BX1715'30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRST BAPTIST CHURCH.
 BX1715'A STANDARD DISK, STAMPED X 97 1938 AND SET IN THE TOP OF A CONCRETE
 BX1715'POST.
 BX1715
 BX1715                          STATION RECOVERY (1957)
 BX1715
 BX1715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1622 ***********************************************************************
 CQ1622  DESIGNATION -  X 98
 CQ1622  PID         -  CQ1622
 CQ1622  STATE/COUNTY-  LA/BIENVILLE
 CQ1622  USGS QUAD   -  JAMESTOWN (1986)
 CQ1622
 CQ1622                         *CURRENT SURVEY CONTROL
 CQ1622  ___________________________________________________________________
 CQ1622* NAD 83(1986)-  32 19 20.     (N)    093 12 25.     (W)     SCALED    
 CQ1622* NAVD 88     -        56.20   (+/-2cm)     184.4    (feet)  VERTCON   
 CQ1622  ___________________________________________________________________
 CQ1622  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1622
 CQ1622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1622
 CQ1622.The horizontal coordinates were scaled from a topographic map and have
 CQ1622.an estimated accuracy of +/- 6 seconds.
 CQ1622
 CQ1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1622.The vertical order pertains to the NGVD 29 superseded value.
 CQ1622
 CQ1622.The geoid height was determined by GEOID03.
 CQ1622
 CQ1622;                    North         East    Units  Estimated Accuracy
 CQ1622;SPC LA N     -   202,260.      933,440.      MT  (+/- 180 meters Scaled)
 CQ1622
 CQ1622                          SUPERSEDED SURVEY CONTROL
 CQ1622
 CQ1622  NGVD 29 (??/??/??)   56.260  (m)          184.58   (f) ADJUSTED    2 0
 CQ1622
 CQ1622.Superseded values are not recommended for survey control.
 CQ1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1622.See file dsdata.txt to determine how the superseded data were derived.
 CQ1622
 CQ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR805761(NAD 83)
 CQ1622_MARKER: DB = BENCH MARK DISK
 CQ1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1622_STAMPING: X-98 1938
 CQ1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1622+STABILITY: SURFACE MOTION
 CQ1622
 CQ1622  HISTORY     - Date     Condition        Report By
 CQ1622  HISTORY     - 1938     MONUMENTED       CGS
 CQ1622  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1622
 CQ1622                          STATION DESCRIPTION
 CQ1622
 CQ1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1622'1.5 MI SE FROM JAMESTOWN.
 CQ1622'ABOUT 1.5 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ1622'FROM THE STATION AT JAMESTOWN, BIENVILLE PARISH, 17 FEET SOUTHWEST OF
 CQ1622'MILEAGE 99.15, ABOUT 0.2 MILE NORTHWEST OF A ROAD CROSSING, 42 FEET
 CQ1622'SOUTHWEST OF THE SOUTHWEST RAIL, AND 2 FEET FROM A FENCE.  A STANDARD
 CQ1622'DISK, STAMPED X 98 1938 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1622
 CQ1622                          STATION RECOVERY (1982)
 CQ1622
 CQ1622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1975 ***********************************************************************
 BX1975  DESIGNATION -  X 99
 BX1975  PID         -  BX1975
 BX1975  STATE/COUNTY-  LA/VERNON
 BX1975  USGS QUAD   -  HORNBECK (1994)
 BX1975
 BX1975                         *CURRENT SURVEY CONTROL
 BX1975  ___________________________________________________________________
 BX1975* NAD 83(1986)-  31 20 32.     (N)    093 24 43.     (W)     SCALED    
 BX1975* NAVD 88     -        98.78   (+/-2cm)     324.1    (feet)  VERTCON   
 BX1975  ___________________________________________________________________
 BX1975  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BX1975
 BX1975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1975
 BX1975.The horizontal coordinates were scaled from a topographic map and have
 BX1975.an estimated accuracy of +/- 6 seconds.
 BX1975
 BX1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1975.The vertical order pertains to the NGVD 29 superseded value.
 BX1975
 BX1975.The geoid height was determined by GEOID03.
 BX1975
 BX1975;                    North         East    Units  Estimated Accuracy
 BX1975;SPC LA N     -    93,750.      913,220.      MT  (+/- 180 meters Scaled)
 BX1975
 BX1975                          SUPERSEDED SURVEY CONTROL
 BX1975
 BX1975  NGVD 29 (??/??/??)   98.857  (m)          324.33   (f) ADJUSTED    2 0
 BX1975
 BX1975.Superseded values are not recommended for survey control.
 BX1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1975.See file dsdata.txt to determine how the superseded data were derived.
 BX1975
 BX1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ608676(NAD 83)
 BX1975_MARKER: DB = BENCH MARK DISK
 BX1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1975_STAMPING: X 99 1938
 BX1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1975+STABILITY: SURFACE MOTION
 BX1975
 BX1975  HISTORY     - Date     Condition        Report By
 BX1975  HISTORY     - 1938     MONUMENTED       CGS
 BX1975  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1975  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1975
 BX1975                          STATION DESCRIPTION
 BX1975
 BX1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1975'1.4 MI NW FROM HORNBECK.
 BX1975'1.4 MILES NORTHWEST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1975'STATION AT HORNBECK, VERNON PARISH, 0.2 MILE SOUTHEAST OF MILEPOST
 BX1975'650, 100 YARDS SOUTHEAST OF THE SOUTHEAST END OF A FILL, 105 FEET
 BX1975'NORTHWEST OF A WX SIGN, AND 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL. A
 BX1975'STANDARD DISK, STAMPED X 99 1938 AND SET IN THE TOP OF A CONCRETE
 BX1975'POST.
 BX1975
 BX1975                          STATION RECOVERY (1994)
 BX1975
 BX1975'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1975'MARK NOT FOUND.
 BX1975
 BX1975                          STATION RECOVERY (2001)
 BX1975
 BX1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1975'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1808 ***********************************************************************
 BJ1808  DESIGNATION -  XL
 BJ1808  PID         -  BJ1808
 BJ1808  STATE/COUNTY-  LA/POINTE COUPEE
 BJ1808  USGS QUAD   -  NEW ROADS (1994)
 BJ1808
 BJ1808                         *CURRENT SURVEY CONTROL
 BJ1808  ___________________________________________________________________
 BJ1808* NAD 83(1986)-  30 43 43.     (N)    091 27 40.     (W)     SCALED    
 BJ1808* NAVD 88     -        11.39   (+/-2cm)      37.4    (feet)  VERTCON   
 BJ1808  ___________________________________________________________________
 BJ1808  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ1808
 BJ1808  VERT ORDER  -  ? (See Below)
 BJ1808
 BJ1808.The horizontal coordinates were scaled from a topographic map and have
 BJ1808.an estimated accuracy of +/- 6 seconds.
 BJ1808
 BJ1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1808.The vertical order pertains to the NGVD 29 superseded value.
 BJ1808
 BJ1808.The geoid height was determined by GEOID03.
 BJ1808
 BJ1808;                    North         East    Units  Estimated Accuracy
 BJ1808;SPC LA S     -   247,040.      987,760.      MT  (+/- 180 meters Scaled)
 BJ1808
 BJ1808                          SUPERSEDED SURVEY CONTROL
 BJ1808
 BJ1808  NGVD 29 (??/??/??)   11.382  (m)           37.34   (f) ADJUSTED    ?  
 BJ1808
 BJ1808.Superseded values are not recommended for survey control.
 BJ1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1808.See file dsdata.txt to determine how the superseded data were derived.
 BJ1808
 BJ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ473005(NAD 83)
 BJ1808_MARKER: Z = SEE DESCRIPTION
 BJ1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1808_SP_SET: STONE POST
 BJ1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1808+STABILITY: SURFACE MOTION
 BJ1808
 BJ1808  HISTORY     - Date     Condition        Report By
 BJ1808  HISTORY     - UNK      MONUMENTED       DOD
 BJ1808  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ1808
 BJ1808                          STATION DESCRIPTION
 BJ1808
 BJ1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1808'4.2 MI NW FROM NEW ROADS.
 BJ1808'4.2 MILES NW ALONG STATE HIGHWAY 30 FROM NEW ROADS, POINTE COUPEE
 BJ1808'PARISH, 1/2 MILE BELOW SAINT MAURICE LANDING, IN THE FRONT YARD OF THE
 BJ1808'MR. NUMA CHARMANCHE RESIDENCE, AT THE DOWNSTREAM END OF THE STEPS
 BJ1808'LEADING TO THE FRONT GALLERY, 14 INCHES FROM THE EDGE OF THE GALLERY,
 BJ1808'24 INCHES FROM THE EDGE OF THE STEPS, 39 FEET SW OF A 20 INCH CEDAR
 BJ1808'TREE, 33 FEET SE OF ANOTHER 20 INCH CEDAR TREE, AND 26 FEET W OF A 30
 BJ1808'INCH CHINABERRY TREE.  A STONE POST PROJECTING ABOUT 2 INCHES ABOVE
 BJ1808'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2644 ***********************************************************************
 BJ2644  DESIGNATION -  XLI
 BJ2644  PID         -  BJ2644
 BJ2644  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2644  USGS QUAD   -  MORGANZA (1994)
 BJ2644
 BJ2644                         *CURRENT SURVEY CONTROL
 BJ2644  ___________________________________________________________________
 BJ2644* NAD 83(1986)-  30 43 52.     (N)    091 31 16.     (W)     SCALED    
 BJ2644* NAVD 88     -        12.34   (+/-2cm)      40.5    (feet)  VERTCON   
 BJ2644  ___________________________________________________________________
 BJ2644  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ2644
 BJ2644  VERT ORDER  -  ? (See Below)
 BJ2644
 BJ2644.The horizontal coordinates were scaled from a topographic map and have
 BJ2644.an estimated accuracy of +/- 6 seconds.
 BJ2644
 BJ2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2644.The vertical order pertains to the NGVD 29 superseded value.
 BJ2644
 BJ2644.The geoid height was determined by GEOID03.
 BJ2644
 BJ2644;                    North         East    Units  Estimated Accuracy
 BJ2644;SPC LA S     -   247,330.      982,020.      MT  (+/- 180 meters Scaled)
 BJ2644
 BJ2644                          SUPERSEDED SURVEY CONTROL
 BJ2644
 BJ2644  NGVD 29 (??/??/??)   12.324  (m)           40.43   (f) ADJUSTED    ?  
 BJ2644
 BJ2644.Superseded values are not recommended for survey control.
 BJ2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2644.See file dsdata.txt to determine how the superseded data were derived.
 BJ2644
 BJ2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ415007(NAD 83)
 BJ2644_MARKER: Z = SEE DESCRIPTION
 BJ2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2644_SP_SET: STONE POST
 BJ2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2644+STABILITY: SURFACE MOTION
 BJ2644
 BJ2644  HISTORY     - Date     Condition        Report By
 BJ2644  HISTORY     - UNK      MONUMENTED       DOD
 BJ2644  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2644
 BJ2644                          STATION DESCRIPTION
 BJ2644
 BJ2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2644'4.0 MI SE FROM MORGANZA.
 BJ2644'PBM IS STONE POST ON RIGHT BANK OF MISS. RIVER IN POINTE COUPEE
 BJ2644'PARISH, LA.  BACK OF BRUNSWICK LANDING IN FRONT YARD SURROUNDING
 BJ2644'RESIDENCE OF MR. ED MORRISSON.  400 MILES FROM RIVER BANK.  85 MILES
 BJ2644'SOUTH OF CENTER OF LEVEE AT ANGLE AT LOWER SIDE OF OLD CREVASSE POOL.
 BJ2644'AT DOWNSTREAM END OF STEPS LEADING TO GALLERY IN FRONT OF RESIDENCE,
 BJ2644'1/2 MILE NORTH OF NORTH EDGE OF GALLERY AND 2 FEET EAST OF STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0025 ***********************************************************************
 BJ0025  DESIGNATION -  XLIV
 BJ0025  PID         -  BJ0025
 BJ0025  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0025  USGS QUAD   -  BATCHELOR (1973)
 BJ0025
 BJ0025                         *CURRENT SURVEY CONTROL
 BJ0025  ___________________________________________________________________
 BJ0025* NAD 83(1986)-  30 51 37.     (N)    091 40 14.     (W)     SCALED    
 BJ0025* NAVD 88     -        13.616  (meters)      44.67   (feet)  ADJUSTED  
 BJ0025  ___________________________________________________________________
 BJ0025  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0025  DYNAMIC HT  -          13.598 (meters)      44.61  (feet)  COMP
 BJ0025  MODELED GRAV-     979,376.2   (mgal)                       NAVD 88
 BJ0025
 BJ0025  VERT ORDER  -  FIRST     CLASS I
 BJ0025
 BJ0025.The horizontal coordinates were scaled from a topographic map and have
 BJ0025.an estimated accuracy of +/- 6 seconds.
 BJ0025
 BJ0025.The orthometric height was determined by differential leveling
 BJ0025.and adjusted by the National Geodetic Survey in February 1994..
 BJ0025
 BJ0025.The geoid height was determined by GEOID03.
 BJ0025
 BJ0025.The dynamic height is computed by dividing the NAVD 88
 BJ0025.geopotential number by the normal gravity value computed on the
 BJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0025.degrees latitude (g = 980.6199 gals.).
 BJ0025
 BJ0025.The modeled gravity was interpolated from observed gravity values.
 BJ0025
 BJ0025;                    North         East    Units  Estimated Accuracy
 BJ0025;SPC LA S     -   261,680.      967,750.      MT  (+/- 180 meters Scaled)
 BJ0025
 BJ0025                          SUPERSEDED SURVEY CONTROL
 BJ0025
 BJ0025  NAVD 88 (06/15/91)   13.646  (m)           44.77   (f) UNKNOWN     1 1
 BJ0025  NGVD 29 (??/??/??)   13.603  (m)           44.63   (f) ADJUSTED    1 1
 BJ0025
 BJ0025.Superseded values are not recommended for survey control.
 BJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0025.See file dsdata.txt to determine how the superseded data were derived.
 BJ0025
 BJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ271148(NAD 83)
 BJ0025_MARKER: O = CHISELED CIRCLE
 BJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0025_SP_SET: STONE POST
 BJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0025+STABILITY: SURFACE MOTION
 BJ0025
 BJ0025  HISTORY     - Date     Condition        Report By
 BJ0025  HISTORY     - UNK      MONUMENTED       DOD
 BJ0025  HISTORY     - 1964     GOOD             CGS
 BJ0025  HISTORY     - 1976     GOOD             NGS
 BJ0025
 BJ0025                          STATION DESCRIPTION
 BJ0025
 BJ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0025'2.65 MI S FROM WILLIAMSPORT.
 BJ0025'ABOUT 1.5 MILES SOUTH ALONG STATE ROAD 418 FROM THE ST. STEPHENS
 BJ0025'CHURCH AT WILLIAMSPORT, THENCE 1.15 MILES SOUTH ALONG STATE ROAD 419,
 BJ0025'AT THE HOME OF MR. WALTER CLAIBORNE, 475 FEET SOUTHWEST OF THE CENTER
 BJ0025'LINE OF THE ROAD, 1 FOOT NORTHEAST OF THE NORTHEAST FOUNDATION OF A
 BJ0025'PORCH, 0.7 FOOT SOUTHEAST OF THE SOUTHEAST BANNISTER OF THE STEPS AT
 BJ0025'THE NORTH ENTRANCE TO THE HOUSE, A ROUND CIRCLE IN THE TOP OF A STONE
 BJ0025'POST THAT IS ABOUT 3 INCHES BELOW THE LEVEL OF THE GROUND.  NOTE--
 BJ0025'THIS MARK CAN ALSO BE REACHED BY GOING 4.6 MILES NORTHWEST ALONG STATE
 BJ0025'ROAD 419 FROM THE GENERAL STORE AT LACOUR.
 BJ0025
 BJ0025                          STATION RECOVERY (1976)
 BJ0025
 BJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0025'1.4 MILES SOUTH ALONG STATE HIGHWAY 418 FROM THE ST STEPHENS CHURCH AT
 BJ0025'WILLIAMSPORT, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 419, AT THE
 BJ0025'HOME OF MR. WALTER CLAIBORNE, 475 FEET SOUTHWEST OF THE CENTER LINE OF
 BJ0025'HIGHWAY, 1 FOOT NORTHEAST OF THE NORTHEAST FOUNDATION OF A PORCH, 0.7
 BJ0025'FT SOUTHEAST OF THE SOUTHEAST BANNISTER OF THE STEPS AT THE NORTH
 BJ0025'ENTRANCE TO THE HOUSE, A ROUND CIRCLE IN TOP OF A STONE POST THAT IS 3
 BJ0025'INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1437 ***********************************************************************
 AT1437  DESIGNATION -  XMIT
 AT1437  PID         -  AT1437
 AT1437  STATE/COUNTY-  LA/PLAQUEMINES
 AT1437  USGS QUAD   -  CHALMETTE (1994)
 AT1437
 AT1437                         *CURRENT SURVEY CONTROL
 AT1437  ___________________________________________________________________
 AT1437* NAD 83(1992)-  29 52 43.67318(N)    089 56 31.43987(W)     ADJUSTED  
 AT1437* NAVD 88     -         2.6  **(meters)       9.   **(feet)  GPS OBS   
 AT1437  **This station is located in a subsidence area (see below).
 AT1437  ___________________________________________________________________
 AT1437  X           -       5,596.534 (meters)                     COMP
 AT1437  Y           -  -5,534,938.936 (meters)                     COMP
 AT1437  Z           -   3,158,719.597 (meters)                     COMP
 AT1437  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1437  ELLIP HEIGHT-         -23.37  (meters)          (02/12/02) GPS OBS
 AT1437  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AT1437
 AT1437  HORZ ORDER  -  B
 AT1437  ELLP ORDER  -  FOURTH    CLASS II
 AT1437
 AT1437.The horizontal coordinates were established by GPS observations
 AT1437.and adjusted by the National Geodetic Survey in August 1994..
 AT1437
 AT1437 ** The orthometric height has not been validated since last determined
 AT1437 ** by differential leveling and should not be used for control purposes.
 AT1437 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1437 ** area with valid NAVD 88 orthometric heights.
 AT1437 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1437 ** epoch indicated which incorporates improved geoid heights for the
 AT1437 ** Southern Louisiana Subsidence area.
 AT1437 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1437.The orthometric height was determined by GPS observations and a
 AT1437.high-resolution geoid model.
 AT1437
 AT1437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT1437
 AT1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1437
 AT1437.The ellipsoidal height was determined by GPS observations
 AT1437.and is referenced to NAD 83.
 AT1437
 AT1437.The geoid height was determined by GEOID03.
 AT1437
 AT1437;                    North         East     Units Scale Factor Converg.
 AT1437;SPC LA S     -   153,647.837 1,134,387.992   MT  0.99992800   +0 41 44.3
 AT1437;SPC LA S     -   504,092.95  3,721,737.94   sFT  0.99992800   +0 41 44.3
 AT1437;UTM  16      - 3,308,991.827   215,836.958   MT  1.00059640   -1 27 59.8
 AT1437;UTM  15      - 3,309,284.144   795,359.457   MT  1.00067648   +1 31 28.1
 AT1437
 AT1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT1437!SPC LA S     -   1.00000367  x   0.99992800  =   0.99993167
 AT1437!UTM  16      -   1.00000367  x   1.00059640  =   1.00060007
 AT1437!UTM  15      -   1.00000367  x   1.00067648  =   1.00068015
 AT1437
 AT1437                          SUPERSEDED SURVEY CONTROL
 AT1437
 AT1437  ELLIP H (08/30/94)  -23.35   (m)                       GP(       ) 2 2
 AT1437
 AT1437.Superseded values are not recommended for survey control.
 AT1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1437.See file dsdata.txt to determine how the superseded data were derived.
 AT1437
 AT1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1583708992(NAD 83)
 AT1437_MARKER: I = METAL ROD
 AT1437_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AT1437+WITH SETTING: INFORMATION.
 AT1437_SP_SET: METAL ROD DRIVEN INTO GROUND
 AT1437_MARK LOGO: NONE  
 AT1437_MAGNETIC: I = MARKER IS A STEEL ROD
 AT1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT1437+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AT1437
 AT1437  HISTORY     - Date     Condition        Report By
 AT1437  HISTORY     - 1993     MONUMENTED       NOS
 AT1437
 AT1437                          STATION DESCRIPTION
 AT1437
 AT1437'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AT1437'LOCATED JUST SOUTH OF THE CITY OF NEW ORLEANS ON THE NORTH SIDE OF
 AT1437'BELLE CHASSE AT THE U.S. COAST GUARD NEW ORLEANS NMG COMMUNICATIONS
 AT1437'STATION IN AN ANTENNA FARM.  POINT OF CONTACT - LT. DAVID ROWLETT,
 AT1437'U.S. COAST GUARD EIGHTH DISTRICT, 501 MAGAZINE STREET, NEW ORLEANS,
 AT1437'LA. 70130-3396, PHONE - 504-589-6235.  REACHED FROM THE JUNCTION OF
 AT1437'BUSINESS ROUTE US90 (WEST BANK EXPRESSWAY) AND LA HIGHWAY 428
 AT1437'(GENERAL DEGAULLE BOULEVARD) ON THE NORTHEAST SIDE OF GRETNA GO
 AT1437'SOUTHEAST ON GENERAL DEGAULLE BOULEVARD FOR 4.5 MI (7.2 KM)  ACROSS
 AT1437'THE INTERCOASTAL WATERWAY TO THE JUNCTION WITH LA HWY 406.  TURN LEFT
 AT1437'ON LA HWY 406 AND GO SOUTHWEST FOR 0.6 MI (1.0 KM)  TO F.W. HEBERT
 AT1437'BOULEVARD ON THE LEFT, TURN LEFT AND PROCEED SOUTHEAST FOR 1.4 MI
 AT1437'(2.3 KM)  TO A T JUNCTION (MAIN STREET), TURN LEFT AT THE T JUNCTION
 AT1437'AND PROCEED EAST AND SOUTHEAST FOR 1.2 MI (1.9 KM)  TO A GATE AT THE
 AT1437'ENTRANCE TO THE NEW ORLEANS COAST GUARD COMMUNICATIONS STATION, PASS
 AT1437'THROUGH THE GATE AND CONTINUE SOUTHEAST FOR 0.25 MI (0.40 KM)  TO A
 AT1437'CROSSROADS AND THE COAST GUARD OFFICE ON THE RIGHT, CONTINUE AHEAD
 AT1437'(SOUTHEAST) FOR 0.45 MI (0.72 KM)  INTO THE ANTENNA FARM AND THE
 AT1437'STATION ON THE RIGHT IN AN OPEN FIELD ABOUT 44 M (144.4 FT)  DISTANT
 AT1437'FROM THE EDGE OF THE ROAD.  IT IS AN IRON REBAR DRIVEN INTO THE
 AT1437'GROUND AT THE PROPOSED COAST GUARD DIFFERENTIAL GPS NAVIGATION
 AT1437'TRANSMITTING ANTENNA.  THE REBAR PROJECTS ABOUT 0.25 M (0.82 FT)
 AT1437'ABOVE GROUND LEVEL.  IT IS, 34 M (111.5 FT)  SOUTHWEST OF THE EDGE OF
 AT1437'THE ROAD, AND 7.293 M (23.927 FT)  SOUTH BY SOUTH-SOUTHWEST OF
 AT1437'STATION ROWL. NOTE THAT THIS STATION IS INTENDED AS THE PROPOSED SITE
 AT1437'OF A DGPS NAVIGATION TRANSMITTING ANTENNA. DESCRIBED BY C.S.
 AT1437'MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6515 ***********************************************************************
 AH6515  DESIGNATION -  XOVER
 AH6515  PID         -  AH6515
 AH6515  STATE/COUNTY-  LA/TERREBONNE
 AH6515  USGS QUAD   -  GRAY (1980)
 AH6515
 AH6515                         *CURRENT SURVEY CONTROL
 AH6515  ___________________________________________________________________
 AH6515* NAD 83(1992)-  29 42 29.44774(N)    090 47 28.53608(W)     ADJUSTED  
 AH6515* NAVD 88     -         2.7  **(meters)       9.   **(feet)  GPS OBS   
 AH6515  **This station is located in a subsidence area (see below).
 AH6515  ___________________________________________________________________
 AH6515  X           -     -76,565.407 (meters)                     COMP
 AH6515  Y           -  -5,543,810.725 (meters)                     COMP
 AH6515  Z           -   3,142,306.886 (meters)                     COMP
 AH6515  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6515  ELLIP HEIGHT-         -22.95  (meters)          (02/21/02) GPS OBS
 AH6515  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH6515
 AH6515  HORZ ORDER  -  FIRST
 AH6515  ELLP ORDER  -  FIFTH     CLASS I
 AH6515
 AH6515.The horizontal coordinates were established by GPS observations
 AH6515.and adjusted by the National Geodetic Survey in December 1998..
 AH6515
 AH6515 ** The orthometric height has not been validated since last determined
 AH6515 ** by differential leveling and should not be used for control purposes.
 AH6515 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6515 ** area with valid NAVD 88 orthometric heights.
 AH6515 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6515 ** epoch indicated which incorporates improved geoid heights for the
 AH6515 ** Southern Louisiana Subsidence area.
 AH6515 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6515.The orthometric height was determined by GPS observations and a
 AH6515.high-resolution geoid model.
 AH6515
 AH6515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6515
 AH6515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6515
 AH6515.The ellipsoidal height was determined by GPS observations
 AH6515.and is referenced to NAD 83.
 AH6515
 AH6515.The geoid height was determined by GEOID03.
 AH6515
 AH6515;                    North         East     Units Scale Factor Converg.
 AH6515;SPC LA S     -   134,044.487 1,052,451.574   MT  0.99993871   +0 16 15.8
 AH6515;SPC LA S     -   439,777.62  3,452,918.21   sFT  0.99993871   +0 16 15.8
 AH6515;UTM  15      - 3,288,491.774   713,675.492   MT  1.00016337   +1 05 42.1
 AH6515
 AH6515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6515!SPC LA S     -   1.00000360  x   0.99993871  =   0.99994231
 AH6515!UTM  15      -   1.00000360  x   1.00016337  =   1.00016698
 AH6515
 AH6515:                Primary Azimuth Mark                     Grid Az
 AH6515:SPC LA S     -  NBTB 16                                  161 04 21.5
 AH6515:UTM  15      -  NBTB 16                                  160 14 55.2
 AH6515
 AH6515|---------------------------------------------------------------------|
 AH6515| PID    Reference Object                     Distance      Geod. Az  |
 AH6515|                                                           dddmmss.s |
 AH6515| AH6493 NBTB 16                             APPROX. 0.5 KM 1612037.3 |
 AH6515|---------------------------------------------------------------------|
 AH6515
 AH6515                          SUPERSEDED SURVEY CONTROL
 AH6515
 AH6515  ELLIP H (12/17/98)  -22.91   (m)                       GP(       ) 4 2
 AH6515
 AH6515.Superseded values are not recommended for survey control.
 AH6515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6515.See file dsdata.txt to determine how the superseded data were derived.
 AH6515
 AH6515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1367588492(NAD 83)
 AH6515_MARKER: I = METAL ROD
 AH6515_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH6515_STAMPING: XOVER
 AH6515_MARK LOGO: LA-109
 AH6515_PROJECTION: RECESSED 10 CENTIMETERS
 AH6515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6515+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH6515_ROD/PIPE-DEPTH: 18.3 meters
 AH6515_SLEEVE-DEPTH  :  0.9 meters
 AH6515
 AH6515  HISTORY     - Date     Condition        Report By
 AH6515  HISTORY     - 1995     MONUMENTED       MPHI
 AH6515
 AH6515                          STATION DESCRIPTION
 AH6515
 AH6515'DESCRIBED BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AH6515'TO REACH THE STATION FROM THE COURTHOUSE IN HOUMA, TAKE CHURCH STREET
 AH6515'ACROSS BAYOU TERREBONNE TO HWY 24 NORTH.  TRAVEL NORTH ON HWY 24 FOR
 AH6515'9.2 MI (14.8 KM) AND THE STATION IS ON THE LEFT.  THE STATION IS A
 AH6515'STAINLESS STEEL ROD DRIVEN INTO THE GROUND. THE STATION IS 26.30 FT
 AH6515'(8.02 M) SOUTHWEST FROM THE CENTERLINE OF HWY 24, 42.70 FT (13.01 M)
 AH6515'NORTHWEST FROM THE CENTERLINE CROSSOVER BRIDGE, 82.20 FT (25.05 M)
 AH6515'SOUTHEAST FROM THE POWER POLE NO.57, 59.90 FT (18.26 M) SOUTH FROM THE
 AH6515'CENTERLINE OF THE DOUBLE CATCH BASINS, AND 83.10 FT (25.33 M)
 AH6515'NORTHEAST FROM THE CENTERLINE OF THE MIDDLE CULVERT FOR THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0681 ***********************************************************************
 BX0681  DESIGNATION -  XX 250
 BX0681  PID         -  BX0681
 BX0681  STATE/COUNTY-  LA/RAPIDES
 BX0681  USGS QUAD   -  ALEXANDRIA (1992)
 BX0681
 BX0681                         *CURRENT SURVEY CONTROL
 BX0681  ___________________________________________________________________
 BX0681* NAD 83(1986)-  31 22 24.     (N)    092 26 08.     (W)     SCALED    
 BX0681* NAVD 88     -        48.35   (+/-2cm)     158.6    (feet)  VERTCON   
 BX0681  ___________________________________________________________________
 BX0681  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BX0681
 BX0681  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0681
 BX0681.The horizontal coordinates were scaled from a topographic map and have
 BX0681.an estimated accuracy of +/- 6 seconds.
 BX0681
 BX0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0681.The vertical order pertains to the NGVD 29 superseded value.
 BX0681
 BX0681.The geoid height was determined by GEOID03.
 BX0681
 BX0681;                    North         East    Units  Estimated Accuracy
 BX0681;SPC LA N     -    96,830.    1,006,130.      MT  (+/- 180 meters Scaled)
 BX0681
 BX0681                          SUPERSEDED SURVEY CONTROL
 BX0681
 BX0681  NGVD 29 (??/??/??)   48.335  (m)          158.58   (f) ADJUSTED    1 2
 BX0681
 BX0681.Superseded values are not recommended for survey control.
 BX0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0681.See file dsdata.txt to determine how the superseded data were derived.
 BX0681
 BX0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ536711(NAD 83)
 BX0681_MARKER: DB = BENCH MARK DISK
 BX0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0681_SP_SET: OVERPASS
 BX0681_STAMPING: X 250 1966
 BX0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0681
 BX0681  HISTORY     - Date     Condition        Report By
 BX0681  HISTORY     - 1966     MONUMENTED       CGS
 BX0681  HISTORY     - 1977     GOOD             NGS
 BX0681
 BX0681                          STATION DESCRIPTION
 BX0681
 BX0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0681'0.9 MI S FROM TIOGA.
 BX0681'ABOUT 0.9 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE HIGH
 BX0681'SCHOOL AT TIOGA, AT THE OVERPASS OF U.S. HIGHWAYS 71 AND 167, 3 POLES
 BX0681'SOUTHWEST OF MILEPOST 593, 22 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 BX0681'THE MAIN TRACK, SET IN THE TOP OF THE CONCRETE FOUNDATION WHICH
 BX0681'SUPPORTS 6 CONCRETE PILLARS, 14 1/2 FEET NORTHEAST OF THE SOUTHWEST
 BX0681'END OF THE FOUNDATION, 4 FEET NORTHEAST OF THE SECOND CONCRETE PILLAR
 BX0681'FROM THE SOUTHWEST END OF THE FOUNDATION, ABOUT 8 FEET ABOVE THE
 BX0681'GROUND, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE TRACK. NOTE-- THIS
 BX0681'MARK IS DESIGNATED XX 250 AND STAMPED X 250 1966. STAMPING WILL BE
 BX0681'CORRECTED AT A LATER DATE.  BENCH MARK X 250 IS LOCATED 6.35 MILES
 BX0681'EAST OF JONESVILLE, LOUISIANA, IN CONCORDIA PARISH.
 BX0681
 BX0681                          STATION RECOVERY (1977)
 BX0681
 BX0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1557 ***********************************************************************
 BW1557  DESIGNATION -  XX 42
 BW1557  PID         -  BW1557
 BW1557  STATE/COUNTY-  LA/CATAHOULA
 BW1557  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1557
 BW1557                         *CURRENT SURVEY CONTROL
 BW1557  ___________________________________________________________________
 BW1557* NAD 83(1986)-  31 43 32.     (N)    091 49 31.     (W)     SCALED    
 BW1557* NAVD 88     -        16.17   (+/-2cm)      53.1    (feet)  VERTCON   
 BW1557  ___________________________________________________________________
 BW1557  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BW1557
 BW1557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1557
 BW1557.The horizontal coordinates were scaled from a topographic map and have
 BW1557.an estimated accuracy of +/- 6 seconds.
 BW1557
 BW1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1557.The vertical order pertains to the NGVD 29 superseded value.
 BW1557
 BW1557.The geoid height was determined by GEOID03.
 BW1557
 BW1557;                    North         East    Units  Estimated Accuracy
 BW1557;SPC LA N     -   136,080.    1,063,940.      MT  (+/- 180 meters Scaled)
 BW1557
 BW1557                          SUPERSEDED SURVEY CONTROL
 BW1557
 BW1557  NGVD 29 (??/??/92)   16.169  (m)           53.05   (f) ADJ UNCH    2 0
 BW1557
 BW1557.Superseded values are not recommended for survey control.
 BW1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1557.See file dsdata.txt to determine how the superseded data were derived.
 BW1557
 BW1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR112106(NAD 83)
 BW1557_MARKER: DB = BENCH MARK DISK
 BW1557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1557_SP_SET: CULVERT
 BW1557_STAMPING: XX 42 1950
 BW1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1557
 BW1557  HISTORY     - Date     Condition        Report By
 BW1557  HISTORY     - 1950     MONUMENTED       CGS
 BW1557  HISTORY     - 1966     GOOD             NGS
 BW1557
 BW1557                          STATION DESCRIPTION
 BW1557
 BW1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BW1557'1.1 MI N FROM WALLACE RIDGE.
 BW1557'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE INTERSECTION OF
 BW1557'THE HIGHWAY AND STATE HIGHWAY 923 AT WALLACE RIDGE, IN SECTION 26, T 8
 BW1557'N, ABOUT 0.25 MILE NORTH OF A CURVE IN THE HIGHWAY, ABOUT 86 YARDS
 BW1557'NORTHWEST OF AN OIL WELL ON THE EAST SIDE OF THE HIGHWAY, 45 FEET EAST
 BW1557'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF
 BW1557'THE EAST CONCRETE HEAD WALL OF A DOUBLE-CHANNELED CONCRETE CULVERT
 BW1557'THAT WAS BUILT IN 1949, 1 1/2 FEET EAST OF THE EAST HIGHWAY
 BW1557'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 BW1557'ABOUT 9 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1935 ***********************************************************************
 BJ1935  DESIGNATION -  XXIV
 BJ1935  PID         -  BJ1935
 BJ1935  STATE/COUNTY-  LA/IBERVILLE
 BJ1935  USGS QUAD   -  PLAQUEMINE (1992)
 BJ1935
 BJ1935                         *CURRENT SURVEY CONTROL
 BJ1935  ___________________________________________________________________
 BJ1935* NAD 83(1986)-  30 17 16.     (N)    091 09 24.     (W)     SCALED    
 BJ1935* NAVD 88     -         7.63   (+/-2cm)      25.0    (feet)  VERTCON   
 BJ1935  ___________________________________________________________________
 BJ1935  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ1935
 BJ1935  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1935
 BJ1935.The horizontal coordinates were scaled from a topographic map and have
 BJ1935.an estimated accuracy of +/- 6 seconds.
 BJ1935
 BJ1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1935.The vertical order pertains to the NGVD 29 superseded value.
 BJ1935
 BJ1935.The geoid height was determined by GEOID03.
 BJ1935
 BJ1935;                    North         East    Units  Estimated Accuracy
 BJ1935;SPC LA S     -   198,180.    1,017,000.      MT  (+/- 180 meters Scaled)
 BJ1935
 BJ1935                          SUPERSEDED SURVEY CONTROL
 BJ1935
 BJ1935  NGVD 29 (??/??/??)    7.679  (m)           25.19   (f) ADJUSTED    1 2
 BJ1935
 BJ1935.Superseded values are not recommended for survey control.
 BJ1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1935.See file dsdata.txt to determine how the superseded data were derived.
 BJ1935
 BJ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP772521(NAD 83)
 BJ1935_MARKER: Q = CHISELED SQUARE
 BJ1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1935_SP_SET: STONE POST
 BJ1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1935+STABILITY: SURFACE MOTION
 BJ1935
 BJ1935  HISTORY     - Date     Condition        Report By
 BJ1935  HISTORY     - UNK      MONUMENTED       DOD
 BJ1935  HISTORY     - 1964     GOOD             CGS
 BJ1935
 BJ1935                          STATION DESCRIPTION
 BJ1935
 BJ1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ1935'3.6 MI NW FROM SAINT GABRIEL.
 BJ1935'PBM IS THE BOTTOM OF SQUARE CAVITY CUT IN THE TOP OF A STONE POST 2
 BJ1935'ABOVE GROUND 240 METERS ABOVE THE OLD CUT OFF ROAD DIRECTLY IN FRONT
 BJ1935'OF THE RUINS OF THE OLD GRENADA SUGAR MILL.  IN THE FENCE LINE 77
 BJ1935'PACES NORTH OF THE SIDE LEVEE OR RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0999 ***********************************************************************
 BJ0999  DESIGNATION -  XXV11
 BJ0999  PID         -  BJ0999
 BJ0999  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0999  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0999
 BJ0999                         *CURRENT SURVEY CONTROL
 BJ0999  ___________________________________________________________________
 BJ0999* NAD 83(1986)-  30 21 22.     (N)    091 13 59.     (W)     SCALED    
 BJ0999* NAVD 88     -         9.17   (+/-2cm)      30.1    (feet)  VERTCON   
 BJ0999  ___________________________________________________________________
 BJ0999  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ0999
 BJ0999  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0999
 BJ0999.The horizontal coordinates were scaled from a topographic map and have
 BJ0999.an estimated accuracy of +/- 6 seconds.
 BJ0999
 BJ0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0999.The vertical order pertains to the NGVD 29 superseded value.
 BJ0999
 BJ0999.The geoid height was determined by GEOID03.
 BJ0999
 BJ0999;                    North         East    Units  Estimated Accuracy
 BJ0999;SPC LA S     -   205,750.    1,009,640.      MT  (+/- 180 meters Scaled)
 BJ0999
 BJ0999                          SUPERSEDED SURVEY CONTROL
 BJ0999
 BJ0999  NGVD 29 (??/??/??)    9.185  (m)           30.13   (f) ADJUSTED    1 1
 BJ0999
 BJ0999.Superseded values are not recommended for survey control.
 BJ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0999.See file dsdata.txt to determine how the superseded data were derived.
 BJ0999
 BJ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP698595(NAD 83)
 BJ0999_MARKER: Q = CHISELED SQUARE
 BJ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0999_SP_SET: STONE POST
 BJ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0999+STABILITY: SURFACE MOTION
 BJ0999
 BJ0999  HISTORY     - Date     Condition        Report By
 BJ0999  HISTORY     - UNK      MONUMENTED       DOD
 BJ0999  HISTORY     - 1964     GOOD             CGS
 BJ0999  HISTORY     - 1976     GOOD             NGS
 BJ0999  HISTORY     - 1986     MARK NOT FOUND   NGS
 BJ0999
 BJ0999                          STATION DESCRIPTION
 BJ0999
 BJ0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0999'6.95 MI S FROM BATON ROUGE.
 BJ0999'ABOUT 6.95 MILES SOUTH ALONG THE RIVER ROAD AND STATE HIGHWAY 327 FROM
 BJ0999'THE ILLINOIS CENTRAL RAILROAD STATION AT BATON ROUGE, AT THE OLD
 BJ0999'CONRAD PLANTATION, IN THE FRONT YARD OF THE PLANTATION, ABOUT 200 FEET
 BJ0999'EAST OF THE HIGHWAY, 160 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BJ0999'OLD HOUSE, 110 FEET NORTHWEST OF A LARGE OAK TREE WITH A LARGE SCAR ON
 BJ0999'THE NORTHWEST SIDE, 12 FEET NORTH OF THE NORTH GATE POST FOR METAL
 BJ0999'GATE, 11 FEET NORTHWEST OF A MAGNOLIA TREE, 5 FEET NORTH OF A CONCRETE
 BJ0999'WALK TO HOUSE, A CHISELED SQUARE ON THE TOP OF A STONE POST WHICH
 BJ0999'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND WITH THE LETTERING
 BJ0999'USBM 1880 INSCRIBED ON POST.
 BJ0999
 BJ0999                          STATION RECOVERY (1976)
 BJ0999
 BJ0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0999'6.45 MILES SOUTH ALONG RIVER ROAD (STATE HIGHWAY 327) FROM THE
 BJ0999'INTERSTATE HIGHWAY 10 BRIDGE OVERPASS, AT THE OLD CONRAD PLANTATION,
 BJ0999'IN THE FRONT YARD, 239 FT NORTHEAST OF THE CENTER LINE OF ROAD, 100 FT
 BJ0999'SOUTH OF A 72 INCH LIVE OAK TREE, 111 FT WEST OF A 80 INCH OAK TREE
 BJ0999'WITH A LARGE SCAR ON WEST SIDE, 169 FT SOUTHWEST OF THE CENTER LINE OF
 BJ0999'ENTRANCE INTO OLD PLANTATION HOUSE, 12 FT NORTH OF A FORKED MAGNOLIA
 BJ0999'TREE, 12 FT NORTHEAST OF THE NORTH IRON GATE POST, A CHISELED SQUARE
 BJ0999'ON TOP OF A STONE POST, PROJECTING 1 INCH, NOTE THE U IN USBM IS THE
 BJ0999'ONLY LETTER VISABLE.
 BJ0999
 BJ0999                          STATION RECOVERY (1986)
 BJ0999
 BJ0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0999'NOT RECOVERED.  THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0965 ***********************************************************************
 BJ0965  DESIGNATION -  XXXI
 BJ0965  PID         -  BJ0965
 BJ0965  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0965  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ0965
 BJ0965                         *CURRENT SURVEY CONTROL
 BJ0965  ___________________________________________________________________
 BJ0965* NAD 83(1986)-  30 26 49.     (N)    091 11 21.     (W)     SCALED    
 BJ0965* NAVD 88     -        18.54   (+/-2cm)      60.8    (feet)  VERTCON   
 BJ0965  ___________________________________________________________________
 BJ0965  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0965
 BJ0965  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0965
 BJ0965.The horizontal coordinates were scaled from a topographic map and have
 BJ0965.an estimated accuracy of +/- 6 seconds.
 BJ0965
 BJ0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0965.The vertical order pertains to the NGVD 29 superseded value.
 BJ0965
 BJ0965.The geoid height was determined by GEOID03.
 BJ0965
 BJ0965;                    North         East    Units  Estimated Accuracy
 BJ0965;SPC LA S     -   215,820.    1,013,850.      MT  (+/- 180 meters Scaled)
 BJ0965
 BJ0965                          SUPERSEDED SURVEY CONTROL
 BJ0965
 BJ0965  NGVD 29 (??/??/??)   18.545  (m)           60.84   (f) ADJUSTED    1 1
 BJ0965
 BJ0965.Superseded values are not recommended for survey control.
 BJ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0965.See file dsdata.txt to determine how the superseded data were derived.
 BJ0965
 BJ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP738697(NAD 83)
 BJ0965_MARKER: O = CHISELED CIRCLE
 BJ0965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0965_SP_SET: FOUNDATION
 BJ0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0965
 BJ0965  HISTORY     - Date     Condition        Report By
 BJ0965  HISTORY     - UNK      MONUMENTED       DOD
 BJ0965  HISTORY     - 1964     GOOD             CGS
 BJ0965  HISTORY     - 1976     GOOD             NGS
 BJ0965
 BJ0965                          STATION DESCRIPTION
 BJ0965
 BJ0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0965'IN BATON ROUGE.
 BJ0965'P.B.M. IS A MARK OF THE U.S.E., ON THE TOP EDGE OF THE MARBLE
 BJ0965'FOUNDATION UNDER THE CENTER OF THE WEST SIDE OF THE TOWER ON THE NORTH
 BJ0965'SIDE OF THE WEST ENTRANCE TO THE OLD CAPITOL BUILDING.  IT IS DIRECTLY
 BJ0965'UNDER THE ROUND WINDOW IN THE WEST FACE OF THE TOWER, 27 INCHES ABOVE
 BJ0965'THE GROUND AND 5 INCHES ABOVE THE TOP OF THE FOUNDATION STONE.  MARK
 BJ0965'IS A HORIZONTAL BAR OVER AN INVERTED V CUT IN THE STONE.
 BJ0965
 BJ0965                          STATION RECOVERY (1976)
 BJ0965
 BJ0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0128 ***********************************************************************
 BJ0128  DESIGNATION -  XXXIV
 BJ0128  PID         -  BJ0128
 BJ0128  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0128  USGS QUAD   -  WALLS (1994)
 BJ0128
 BJ0128                         *CURRENT SURVEY CONTROL
 BJ0128  ___________________________________________________________________
 BJ0128* NAD 83(1986)-  30 32 04.     (N)    091 17 37.     (W)     SCALED    
 BJ0128* NAVD 88     -         9.55   (+/-2cm)      31.3    (feet)  VERTCON   
 BJ0128  ___________________________________________________________________
 BJ0128  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0128
 BJ0128  VERT ORDER  -  ? (See Below)
 BJ0128
 BJ0128.The horizontal coordinates were scaled from a topographic map and have
 BJ0128.an estimated accuracy of +/- 6 seconds.
 BJ0128
 BJ0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0128.The vertical order pertains to the NGVD 29 superseded value.
 BJ0128
 BJ0128.The geoid height was determined by GEOID03.
 BJ0128
 BJ0128;                    North         East    Units  Estimated Accuracy
 BJ0128;SPC LA S     -   225,510.    1,003,810.      MT  (+/- 180 meters Scaled)
 BJ0128
 BJ0128                          SUPERSEDED SURVEY CONTROL
 BJ0128
 BJ0128  NGVD 29 (??/??/??)    9.537  (m)           31.29   (f) ADJUSTED    ?  
 BJ0128
 BJ0128.Superseded values are not recommended for survey control.
 BJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0128.See file dsdata.txt to determine how the superseded data were derived.
 BJ0128
 BJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP637792(NAD 83)
 BJ0128_MARKER: Z = SEE DESCRIPTION
 BJ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0128_SP_SET: STONE POST
 BJ0128_STAMPING: U S BM 1880
 BJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0128+STABILITY: SURFACE MOTION
 BJ0128
 BJ0128  HISTORY     - Date     Condition        Report By
 BJ0128  HISTORY     - UNK      MONUMENTED       DOD
 BJ0128  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ0128  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0128
 BJ0128                          STATION DESCRIPTION
 BJ0128
 BJ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0128'5.8 MI SE FROM WALLS.
 BJ0128'5.8 MILES SE ALONG THE LEVEE FROM WALLS, WEST BATON ROUGE PARISH, 3/4
 BJ0128'MILE NORTH OF DEVALLS LANDING, AT THE RESIDENCE OF B. CHAMBERLIN, JR.
 BJ0128'ABOUT 475 FEET BACK FROM THE CENTER LINE OF THE LEVEE, 28 FEET SW OF A
 BJ0128'24 INCH MAGNOLIA TREE, 26 FEET S OF A 14 INCH MAGNOLIA TREE, 18 FEET N
 BJ0128'OF THE FRONT STEPS OF THE RESIDENCE, 6 FEET S OF THE NE CORNER, 1 FOOT
 BJ0128'E OF THE FRONT PORCH FOUNDATION, STAMPED U S BM 1880 AND ABOUT 6
 BJ0128'INCHES UNDER GROUND. TOP OF A STONE POST.
 BJ0128
 BJ0128                          STATION RECOVERY (1976)
 BJ0128
 BJ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0128'NOT RECOVERED IN 1964 OR 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2030 ***********************************************************************
 CQ2030  DESIGNATION -  Y 101
 CQ2030  PID         -  CQ2030
 CQ2030  STATE/COUNTY-  LA/BOSSIER
 CQ2030  USGS QUAD   -  EASTWOOD (1975)
 CQ2030
 CQ2030                         *CURRENT SURVEY CONTROL
 CQ2030  ___________________________________________________________________
 CQ2030* NAD 83(1986)-  32 31 53.     (N)    093 36 34.     (W)     SCALED    
 CQ2030* NAVD 88     -        53.803  (meters)     176.52   (feet)  ADJUSTED  
 CQ2030  ___________________________________________________________________
 CQ2030  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2030  DYNAMIC HT  -          53.742 (meters)     176.32  (feet)  COMP
 CQ2030  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 CQ2030
 CQ2030  VERT ORDER  -  FIRST     CLASS I
 CQ2030
 CQ2030.The horizontal coordinates were scaled from a topographic map and have
 CQ2030.an estimated accuracy of +/- 6 seconds.
 CQ2030
 CQ2030.The orthometric height was determined by differential leveling
 CQ2030.and adjusted by the National Geodetic Survey in June 1991..
 CQ2030.WARNING-Repeat measurements at this control monument indicate possible
 CQ2030.vertical movement.
 CQ2030
 CQ2030.The geoid height was determined by GEOID03.
 CQ2030
 CQ2030.The dynamic height is computed by dividing the NAVD 88
 CQ2030.geopotential number by the normal gravity value computed on the
 CQ2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2030.degrees latitude (g = 980.6199 gals.).
 CQ2030
 CQ2030.The modeled gravity was interpolated from observed gravity values.
 CQ2030
 CQ2030;                    North         East    Units  Estimated Accuracy
 CQ2030;SPC LA N     -   225,770.      895,780.      MT  (+/- 180 meters Scaled)
 CQ2030
 CQ2030                          SUPERSEDED SURVEY CONTROL
 CQ2030
 CQ2030  NGVD 29 (??/??/??)   53.875  (m)          176.75   (f) ADJUSTED    1 1
 CQ2030
 CQ2030.Superseded values are not recommended for survey control.
 CQ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2030.See file dsdata.txt to determine how the superseded data were derived.
 CQ2030
 CQ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR427995(NAD 83)
 CQ2030_MARKER: DB = BENCH MARK DISK
 CQ2030_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CQ2030_SP_SET: CONCRETE ABUTMENT RR BRIDGE
 CQ2030_STAMPING: Y 101 1938
 CQ2030_MARK LOGO: CGS   
 CQ2030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CQ2030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2030+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 CQ2030
 CQ2030  HISTORY     - Date     Condition        Report By
 CQ2030  HISTORY     - 1938     MONUMENTED       CGS
 CQ2030  HISTORY     - 1969     GOOD             CGS
 CQ2030  HISTORY     - 19920714 GOOD             BCED
 CQ2030
 CQ2030                          STATION DESCRIPTION
 CQ2030
 CQ2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2030'6.2 MI E FROM HAUGHTON.
 CQ2030'ABOUT 6.2 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CQ2030'OFFICE AT HAUGHTON, OR ABOUT 7.7 MILES EAST ALONG THE ILLINOIS CENTRAL
 CQ2030'RAILROAD FROM THE EAST END OF THE RAILROAD BRIDGE OVER THE RED RIVER
 CQ2030'AT BOSSIER CITY, 0.1 MILE EAST OF MILEPOST 160, 8 FEET NORTH OF THE
 CQ2030'NORTH RAIL, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 CQ2030'ABUTMENT OF STEEL RAILROAD BRIDGE NUMBER VD 159.9 OVER RED CHUTE
 CQ2030'BAYOU, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 21, T 18N,
 CQ2030'R 12W.
 CQ2030
 CQ2030                          STATION RECOVERY (1992)
 CQ2030
 CQ2030'RECOVERY NOTE BY BOSSIER CITY ENGINEERING DEPARTMENT 1992 (DE)
 CQ2030'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1345 ***********************************************************************
 CQ1345  DESIGNATION -  Y 104
 CQ1345  PID         -  CQ1345
 CQ1345  STATE/COUNTY-  LA/WEBSTER
 CQ1345  USGS QUAD   -  CULLEN (1981)
 CQ1345
 CQ1345                         *CURRENT SURVEY CONTROL
 CQ1345  ___________________________________________________________________
 CQ1345* NAD 83(1986)-  32 56 22.     (N)    093 27 08.     (W)     SCALED    
 CQ1345* NAVD 88     -        77.853  (meters)     255.42   (feet)  ADJUSTED  
 CQ1345  ___________________________________________________________________
 CQ1345  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CQ1345  DYNAMIC HT  -          77.768 (meters)     255.14  (feet)  COMP
 CQ1345  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 CQ1345
 CQ1345  VERT ORDER  -  SECOND    CLASS 0
 CQ1345
 CQ1345.The horizontal coordinates were scaled from a topographic map and have
 CQ1345.an estimated accuracy of +/- 6 seconds.
 CQ1345
 CQ1345.The orthometric height was determined by differential leveling
 CQ1345.and adjusted by the National Geodetic Survey in June 1991..
 CQ1345
 CQ1345.The geoid height was determined by GEOID03.
 CQ1345
 CQ1345.The dynamic height is computed by dividing the NAVD 88
 CQ1345.geopotential number by the normal gravity value computed on the
 CQ1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1345.degrees latitude (g = 980.6199 gals.).
 CQ1345
 CQ1345.The modeled gravity was interpolated from observed gravity values.
 CQ1345
 CQ1345;                    North         East    Units  Estimated Accuracy
 CQ1345;SPC LA N     -   270,880.      910,950.      MT  (+/- 180 meters Scaled)
 CQ1345
 CQ1345                          SUPERSEDED SURVEY CONTROL
 CQ1345
 CQ1345  NGVD 29 (??/??/??)   77.913  (m)          255.62   (f) ADJUSTED    2 0
 CQ1345
 CQ1345.Superseded values are not recommended for survey control.
 CQ1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1345.See file dsdata.txt to determine how the superseded data were derived.
 CQ1345
 CQ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS577446(NAD 83)
 CQ1345_MARKER: DB = BENCH MARK DISK
 CQ1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1345_SP_SET: CULVERT
 CQ1345_STAMPING: Y-104 1938
 CQ1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1345
 CQ1345  HISTORY     - Date     Condition        Report By
 CQ1345  HISTORY     - 1938     MONUMENTED       CGS
 CQ1345
 CQ1345                          STATION DESCRIPTION
 CQ1345
 CQ1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1345'3.2 MI N FROM SAREPTA.
 CQ1345'ABOUT 3.2 MILES NORTH ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1345'THE STATION AT SAREPTA, WEBSTER PARISH, ABOUT 0.3 MILE NORTH OF THE
 CQ1345'INTERSECTION OF A ROAD LEADING TO THE OIL WELLS, ABOUT 132 FEET
 CQ1345'NORTHWEST OF POLE 52+10, IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 CQ1345'WALL OF A CONCRETE CULVERT, AND 16 FEET WEST OF THE WEST RAIL.  A
 CQ1345'STANDARD DISK, STAMPED Y 104 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0001 ***********************************************************************
 CQ0001  DESIGNATION -  Y 110
 CQ0001  PID         -  CQ0001
 CQ0001  STATE/COUNTY-  LA/OUACHITA
 CQ0001  USGS QUAD   -  MONROE NORTH (1994)
 CQ0001
 CQ0001                         *CURRENT SURVEY CONTROL
 CQ0001  ___________________________________________________________________
 CQ0001* NAD 83(1986)-  32 30 02.     (N)    092 03 25.     (W)     SCALED    
 CQ0001* NAVD 88     -        21.482  (meters)      70.48   (feet)  ADJUSTED  
 CQ0001  ___________________________________________________________________
 CQ0001  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ0001  DYNAMIC HT  -          21.458 (meters)      70.40  (feet)  COMP
 CQ0001  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CQ0001
 CQ0001  VERT ORDER  -  FIRST     CLASS I
 CQ0001
 CQ0001.The horizontal coordinates were scaled from a topographic map and have
 CQ0001.an estimated accuracy of +/- 6 seconds.
 CQ0001
 CQ0001.The orthometric height was determined by differential leveling
 CQ0001.and adjusted by the National Geodetic Survey in June 1991..
 CQ0001
 CQ0001.The geoid height was determined by GEOID03.
 CQ0001
 CQ0001.The dynamic height is computed by dividing the NAVD 88
 CQ0001.geopotential number by the normal gravity value computed on the
 CQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0001.degrees latitude (g = 980.6199 gals.).
 CQ0001
 CQ0001.The modeled gravity was interpolated from observed gravity values.
 CQ0001
 CQ0001;                    North         East    Units  Estimated Accuracy
 CQ0001;SPC LA N     -   221,900.    1,041,640.      MT  (+/- 180 meters Scaled)
 CQ0001
 CQ0001                          SUPERSEDED SURVEY CONTROL
 CQ0001
 CQ0001  NGVD 29 (??/??/??)   21.526  (m)           70.62   (f) ADJUSTED    1 1
 CQ0001
 CQ0001.Superseded values are not recommended for survey control.
 CQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0001.See file dsdata.txt to determine how the superseded data were derived.
 CQ0001
 CQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR885963(NAD 83)
 CQ0001_MARKER: DB = BENCH MARK DISK
 CQ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0001_STAMPING: Y 110 1945
 CQ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0001+STABILITY: SURFACE MOTION
 CQ0001
 CQ0001  HISTORY     - Date     Condition        Report By
 CQ0001  HISTORY     - 1945     MONUMENTED       CGS
 CQ0001  HISTORY     - 1969     GOOD             CGS
 CQ0001  HISTORY     - 1973     GOOD             NGS
 CQ0001  HISTORY     - 1980     POOR             LOCSUR
 CQ0001  HISTORY     - 19970622 MARK NOT FOUND   USPSQD
 CQ0001
 CQ0001                          STATION DESCRIPTION
 CQ0001
 CQ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0001'3.1 MI E FROM MONROE.
 CQ0001'ABOUT 3.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0001'STATION AT MONROE, AT THE CROSSING OF THE RAILROAD AND A PAVED ROAD
 CQ0001'WHICH LEADS NORTH, 39 FEET SOUTH OF THE SOUTH RAIL, 60 FEET EAST OF
 CQ0001'THE CENTER LINE OF THE PAVED ROAD WHICH LEADS NORTH, 60 FEET NORTH OF
 CQ0001'THE CENTER LINE OF MILL HAVEN ROAD, 7 FEET WEST OF A TELEPHONE POLE,
 CQ0001'0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH MILL HAVEN
 CQ0001'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CQ0001'ABOVE THE SURFACE OF THE GROUND.  SEC 33, T 18N, R4W
 CQ0001
 CQ0001                          STATION RECOVERY (1973)
 CQ0001
 CQ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CQ0001'RECOVERED IN GOOD CONDITION.
 CQ0001
 CQ0001                          STATION RECOVERY (1980)
 CQ0001
 CQ0001'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CQ0001'THE MARK APPERARS TO HAVE BEEN STRUCK AND LEANS THOUGH IT IS STILL
 CQ0001'FIRMLY IMPLANTED IN THE GROUND.
 CQ0001
 CQ0001                          STATION RECOVERY (1997)
 CQ0001
 CQ0001'RECOVERY NOTE BY US POWER SQUADRON 1997
 CQ0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2590 ***********************************************************************
 CQ2590  DESIGNATION -  Y 110 RESET 1983
 CQ2590  PID         -  CQ2590
 CQ2590  STATE/COUNTY-  LA/OUACHITA
 CQ2590  USGS QUAD   -  MONROE NORTH (1994)
 CQ2590
 CQ2590                         *CURRENT SURVEY CONTROL
 CQ2590  ___________________________________________________________________
 CQ2590* NAD 83(1986)-  32 30 02.     (N)    092 03 24.     (W)     SCALED    
 CQ2590* NAVD 88     -        21.271  (meters)      69.79   (feet)  ADJUSTED  
 CQ2590  ___________________________________________________________________
 CQ2590  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ2590  DYNAMIC HT  -          21.247 (meters)      69.71  (feet)  COMP
 CQ2590  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CQ2590
 CQ2590  VERT ORDER  -  SECOND    CLASS I
 CQ2590
 CQ2590.The horizontal coordinates were scaled from a topographic map and have
 CQ2590.an estimated accuracy of +/- 6 seconds.
 CQ2590
 CQ2590.The orthometric height was determined by differential leveling
 CQ2590.and adjusted by the National Geodetic Survey in May 1997..
 CQ2590
 CQ2590.The geoid height was determined by GEOID03.
 CQ2590
 CQ2590.The dynamic height is computed by dividing the NAVD 88
 CQ2590.geopotential number by the normal gravity value computed on the
 CQ2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2590.degrees latitude (g = 980.6199 gals.).
 CQ2590
 CQ2590.The modeled gravity was interpolated from observed gravity values.
 CQ2590
 CQ2590;                    North         East    Units  Estimated Accuracy
 CQ2590;SPC LA N     -   221,900.    1,041,660.      MT  (+/- 180 meters Scaled)
 CQ2590
 CQ2590                          SUPERSEDED SURVEY CONTROL
 CQ2590
 CQ2590.No superseded survey control is available for this station.
 CQ2590
 CQ2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR886963(NAD 83)
 CQ2590_MARKER: DB = BENCH MARK DISK
 CQ2590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2590_SP_SET: STAINLESS STEEL ROD
 CQ2590_STAMPING: Y 110 RESET 1983
 CQ2590_MARK LOGO: NGS   
 CQ2590_PROJECTION: FLUSH
 CQ2590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2590_ROD/PIPE-DEPTH: 4.57 meters
 CQ2590
 CQ2590  HISTORY     - Date     Condition        Report By
 CQ2590  HISTORY     - 1983     MONUMENTED       LADTD
 CQ2590
 CQ2590                          STATION DESCRIPTION
 CQ2590
 CQ2590'DESCRIBED BY LA TRANSP AND DEV 1983
 CQ2590'6.4 KM (4.0 MI) SE FROM MONROE.
 CQ2590'4.8 KM (3 MILES) EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ2590'STATION AT MONROE, IN THE EAST TANGENT OF KANSAS LANE, BETWEEN
 CQ2590'MILHAVEN ROAD AND THE RAILROAD, 18 METERS (59 FEET) NORTHEAST OF
 CQ2590'CENTER OF MILHAVEN ROAD, 17.1 METERS (56 FEET) SOUTHEAST OF THE CENTER
 CQ2590'OF KANSAS LANE, 12.5 METERS (41 FEET) SOUTHWEST OF THE SOUTH RAIL OF
 CQ2590'RAILROAD, AND 8.7 METERS (28.5 FEET) NORTHEAST OF POWER POLE.
 CQ2590'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 CQ2590'THE MARK IS ABOVE LEVEL WITH MILHAVEN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0694 ***********************************************************************
 CQ0694  DESIGNATION -  Y 114
 CQ0694  PID         -  CQ0694
 CQ0694  STATE/COUNTY-  LA/OUACHITA
 CQ0694  USGS QUAD   -  LUNA (1982)
 CQ0694
 CQ0694                         *CURRENT SURVEY CONTROL
 CQ0694  ___________________________________________________________________
 CQ0694* NAD 83(1986)-  32 19 55.     (N)    092 09 33.     (W)     SCALED    
 CQ0694* NAVD 88     -        36.08   (+/-2cm)     118.4    (feet)  VERTCON   
 CQ0694  ___________________________________________________________________
 CQ0694  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ0694
 CQ0694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0694
 CQ0694.The horizontal coordinates were scaled from a topographic map and have
 CQ0694.an estimated accuracy of +/- 6 seconds.
 CQ0694
 CQ0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0694.The vertical order pertains to the NGVD 29 superseded value.
 CQ0694
 CQ0694.The geoid height was determined by GEOID03.
 CQ0694
 CQ0694;                    North         East    Units  Estimated Accuracy
 CQ0694;SPC LA N     -   203,170.    1,032,090.      MT  (+/- 180 meters Scaled)
 CQ0694
 CQ0694                          SUPERSEDED SURVEY CONTROL
 CQ0694
 CQ0694  NGVD 29 (??/??/??)   36.116  (m)          118.49   (f) ADJUSTED    2 0
 CQ0694
 CQ0694.Superseded values are not recommended for survey control.
 CQ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0694.See file dsdata.txt to determine how the superseded data were derived.
 CQ0694
 CQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR791775(NAD 83)
 CQ0694_MARKER: DB = BENCH MARK DISK
 CQ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0694_STAMPING: Y 114 1949
 CQ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0694+STABILITY: SURFACE MOTION
 CQ0694
 CQ0694  HISTORY     - Date     Condition        Report By
 CQ0694  HISTORY     - 1949     MONUMENTED       CGS
 CQ0694
 CQ0694                          STATION DESCRIPTION
 CQ0694
 CQ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0694'7.7 MI E FROM LUNA.
 CQ0694'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0694'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 3.0 MILES SOUTHEAST ALONG A
 CQ0694'PARISH ROAD.  AT A T ROAD JUNCTION, 78 FEET NORTHEAST OF A LARGE PINE
 CQ0694'TREE WHICH IS IN THE TRIANGLE FORMED BY THE ROAD JUNCTION, 73 FEET
 CQ0694'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 38 FEET EAST OF THE
 CQ0694'CENTER LINE OF THE NORTH AND SOUTH ROAD, 7 FEET WEST OF A 14 INCH
 CQ0694'TRIANGULAR BLAZED OAK TREE, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET
 CQ0694'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CQ0694'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0802 ***********************************************************************
 CQ0802  DESIGNATION -  Y 116
 CQ0802  PID         -  CQ0802
 CQ0802  STATE/COUNTY-  LA/CALDWELL
 CQ0802  USGS QUAD   -  BLANKSTON (1989)
 CQ0802
 CQ0802                         *CURRENT SURVEY CONTROL
 CQ0802  ___________________________________________________________________
 CQ0802* NAD 83(1986)-  32 12 45.     (N)    092 09 55.     (W)     SCALED    
 CQ0802* NAVD 88     -        59.72   (+/-2cm)     195.9    (feet)  VERTCON   
 CQ0802  ___________________________________________________________________
 CQ0802  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0802
 CQ0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0802
 CQ0802.The horizontal coordinates were scaled from a topographic map and have
 CQ0802.an estimated accuracy of +/- 6 seconds.
 CQ0802
 CQ0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0802.The vertical order pertains to the NGVD 29 superseded value.
 CQ0802
 CQ0802.The geoid height was determined by GEOID03.
 CQ0802
 CQ0802;                    North         East    Units  Estimated Accuracy
 CQ0802;SPC LA N     -   189,920.    1,031,550.      MT  (+/- 180 meters Scaled)
 CQ0802
 CQ0802                          SUPERSEDED SURVEY CONTROL
 CQ0802
 CQ0802  NGVD 29 (??/??/??)   59.751  (m)          196.03   (f) ADJUSTED    2 0
 CQ0802
 CQ0802.Superseded values are not recommended for survey control.
 CQ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0802.See file dsdata.txt to determine how the superseded data were derived.
 CQ0802
 CQ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR786642(NAD 83)
 CQ0802_MARKER: DB = BENCH MARK DISK
 CQ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0802_STAMPING: Y 116 1949
 CQ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0802+STABILITY: SURFACE MOTION
 CQ0802
 CQ0802  HISTORY     - Date     Condition        Report By
 CQ0802  HISTORY     - 1949     MONUMENTED       CGS
 CQ0802  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0802
 CQ0802                          STATION DESCRIPTION
 CQ0802
 CQ0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0802'7.1 MI N FROM MOUNT PLEASANT.
 CQ0802'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0802'CHURCH AT MOUNT PLEASANT, THENCE 2.6 MILES NORTHWEST ALONG STATE
 CQ0802'HIGHWAY 1636, THENCE 2.4 MILES NORTH ALONG A COUNTRY ROAD, AT A T ROAD
 CQ0802'JUNCTION, 47 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 46
 CQ0802'FEET EAST OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 28 FEET NORTHWEST
 CQ0802'OF THE CENTER LINE OF A SIDE ROAD LEADING NORTHEAST, 12 FEET NORTHWEST
 CQ0802'OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 2.4 FEET NORTH OF A WITNESS
 CQ0802'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 CQ0802'THE GROUND.
 CQ0802
 CQ0802                          STATION RECOVERY (1986)
 CQ0802
 CQ0802'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0650 ***********************************************************************
 CQ0650  DESIGNATION -  Y 117
 CQ0650  PID         -  CQ0650
 CQ0650  STATE/COUNTY-  LA/OUACHITA
 CQ0650  USGS QUAD   -  CADEVILLE (1982)
 CQ0650
 CQ0650                         *CURRENT SURVEY CONTROL
 CQ0650  ___________________________________________________________________
 CQ0650* NAD 83(1986)-  32 26 15.     (N)    092 18 06.     (W)     SCALED    
 CQ0650* NAVD 88     -        30.35   (+/-2cm)      99.6    (feet)  VERTCON   
 CQ0650  ___________________________________________________________________
 CQ0650  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0650
 CQ0650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0650
 CQ0650.The horizontal coordinates were scaled from a topographic map and have
 CQ0650.an estimated accuracy of +/- 6 seconds.
 CQ0650
 CQ0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0650.The vertical order pertains to the NGVD 29 superseded value.
 CQ0650
 CQ0650.The geoid height was determined by GEOID03.
 CQ0650
 CQ0650;                    North         East    Units  Estimated Accuracy
 CQ0650;SPC LA N     -   214,840.    1,018,650.      MT  (+/- 180 meters Scaled)
 CQ0650
 CQ0650                          SUPERSEDED SURVEY CONTROL
 CQ0650
 CQ0650  NGVD 29 (??/??/??)   30.400  (m)           99.74   (f) ADJUSTED    2 0
 CQ0650
 CQ0650.Superseded values are not recommended for survey control.
 CQ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0650.See file dsdata.txt to determine how the superseded data were derived.
 CQ0650
 CQ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR656891(NAD 83)
 CQ0650_MARKER: DB = BENCH MARK DISK
 CQ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0650_STAMPING: Y 117 1949
 CQ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0650+STABILITY: SURFACE MOTION
 CQ0650
 CQ0650  HISTORY     - Date     Condition        Report By
 CQ0650  HISTORY     - 1949     MONUMENTED       CGS
 CQ0650  HISTORY     - 1950     GOOD             CGS
 CQ0650  HISTORY     - 1990     GOOD             USPSQD
 CQ0650
 CQ0650                          STATION DESCRIPTION
 CQ0650
 CQ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0650'2.3 MI E FROM CADEVILLE.
 CQ0650'2.3 MILES EAST ALONG A PARISH ROAD FROM THE JOHN H. HENRY STORE AT
 CQ0650'CADEVILLE, AT A T-JUNCTION OF ROADS, ABOUT 300 FEET SOUTHWEST OF A
 CQ0650'FARMHOUSE, ON THE TOP OF A BANK, 114 FEET EAST OF THE NORTHEAST CORNER
 CQ0650'OF A WOODEN BRIDGE, 33 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 CQ0650'ROAD, 32 FEET EAST OF THE CENTER LINE OF A SIDE ROAD LEADING NORTH AND
 CQ0650'CURVING TO THE NORTHEAST, 1.7 FEET EAST OF A REFERENCE POST, SET IN
 CQ0650'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND AND AT
 CQ0650'A DEPTH OF 3 FEET.
 CQ0650
 CQ0650                          STATION RECOVERY (1990)
 CQ0650
 CQ0650'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0675 ***********************************************************************
 CQ0675  DESIGNATION -  Y 118
 CQ0675  PID         -  CQ0675
 CQ0675  STATE/COUNTY-  LA/OUACHITA
 CQ0675  USGS QUAD   -  LUNA (1982)
 CQ0675
 CQ0675                         *CURRENT SURVEY CONTROL
 CQ0675  ___________________________________________________________________
 CQ0675* NAD 83(1986)-  32 19 15.     (N)    092 14 32.     (W)     SCALED    
 CQ0675* NAVD 88     -        61.81   (+/-2cm)     202.8    (feet)  VERTCON   
 CQ0675  ___________________________________________________________________
 CQ0675  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CQ0675
 CQ0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0675
 CQ0675.The horizontal coordinates were scaled from a topographic map and have
 CQ0675.an estimated accuracy of +/- 6 seconds.
 CQ0675
 CQ0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0675.The vertical order pertains to the NGVD 29 superseded value.
 CQ0675
 CQ0675.The geoid height was determined by GEOID03.
 CQ0675
 CQ0675;                    North         East    Units  Estimated Accuracy
 CQ0675;SPC LA N     -   201,920.    1,024,270.      MT  (+/- 180 meters Scaled)
 CQ0675
 CQ0675                          SUPERSEDED SURVEY CONTROL
 CQ0675
 CQ0675  NGVD 29 (??/??/??)   61.845  (m)          202.90   (f) ADJUSTED    2 0
 CQ0675
 CQ0675.Superseded values are not recommended for survey control.
 CQ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0675.See file dsdata.txt to determine how the superseded data were derived.
 CQ0675
 CQ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR713762(NAD 83)
 CQ0675_MARKER: DB = BENCH MARK DISK
 CQ0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0675_STAMPING: Y 118 1949
 CQ0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0675+STABILITY: SURFACE MOTION
 CQ0675
 CQ0675  HISTORY     - Date     Condition        Report By
 CQ0675  HISTORY     - 1949     MONUMENTED       CGS
 CQ0675  HISTORY     - 1950     GOOD             CGS
 CQ0675  HISTORY     - 1977     MARK NOT FOUND   USGS
 CQ0675
 CQ0675                          STATION DESCRIPTION
 CQ0675
 CQ0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0675'1.3 MI W FROM LUNA.
 CQ0675'1.3 MILES WEST ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF STATE
 CQ0675'HIGHWAYS 200 AND 1496 AT LUNA, 79 FEET NORTHWEST OF THE CENTER LINE OF
 CQ0675'STATE HIGHWAY 200, 58 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD
 CQ0675'LEADING NORTHWEST, 40 FEET WEST OF A POWER POLE, 14 FEET EAST OF THE
 CQ0675'CENTER LINE OF A NORTH AND SOUTH ROAD, 1.6 FEET EAST OF A WITNESS
 CQ0675'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 CQ0675'THE GROUND.
 CQ0675
 CQ0675                          STATION RECOVERY (1977)
 CQ0675
 CQ0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CQ0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0604 ***********************************************************************
 CQ0604  DESIGNATION -  Y 119
 CQ0604  PID         -  CQ0604
 CQ0604  STATE/COUNTY-  LA/JACKSON
 CQ0604  USGS QUAD   -  VIXEN (1989)
 CQ0604
 CQ0604                         *CURRENT SURVEY CONTROL
 CQ0604  ___________________________________________________________________
 CQ0604* NAD 83(1986)-  32 10 59.     (N)    092 19 37.     (W)     SCALED    
 CQ0604* NAVD 88     -        68.33   (+/-2cm)     224.2    (feet)  VERTCON   
 CQ0604  ___________________________________________________________________
 CQ0604  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CQ0604
 CQ0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0604
 CQ0604.The horizontal coordinates were scaled from a topographic map and have
 CQ0604.an estimated accuracy of +/- 6 seconds.
 CQ0604
 CQ0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0604.The vertical order pertains to the NGVD 29 superseded value.
 CQ0604
 CQ0604.The geoid height was determined by GEOID03.
 CQ0604
 CQ0604;                    North         East    Units  Estimated Accuracy
 CQ0604;SPC LA N     -   186,620.    1,016,320.      MT  (+/- 180 meters Scaled)
 CQ0604
 CQ0604                          SUPERSEDED SURVEY CONTROL
 CQ0604
 CQ0604  NGVD 29 (??/??/??)   68.357  (m)          224.27   (f) ADJUSTED    2 0
 CQ0604
 CQ0604.Superseded values are not recommended for survey control.
 CQ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0604.See file dsdata.txt to determine how the superseded data were derived.
 CQ0604
 CQ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR634609(NAD 83)
 CQ0604_MARKER: DB = BENCH MARK DISK
 CQ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0604_STAMPING: Y 119 1949
 CQ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0604+STABILITY: SURFACE MOTION
 CQ0604
 CQ0604  HISTORY     - Date     Condition        Report By
 CQ0604  HISTORY     - 1949     MONUMENTED       CGS
 CQ0604  HISTORY     - 1950     GOOD             CGS
 CQ0604  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CQ0604
 CQ0604                          STATION DESCRIPTION
 CQ0604
 CQ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0604'8.45 MI SW FROM VIXEN.
 CQ0604'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 17 FROM THE JUNCTION OF
 CQ0604'STATE HIGHWAY NO. 17 WITH STATE HIGHWAY NO. 200 AT VIXEN, THENCE 3.9
 CQ0604'MILES SOUTHWEST ALONG A PARISH ROAD, THENCE 0.45 MILE NORTHWEST ALONG
 CQ0604'A PARISH ROAD, THENCE 0.25 MILE SOUTH ALONG A PARISH ROAD, THENCE 1.95
 CQ0604'MILES WEST ALONG A WOODS ROAD, AT A Y-JUNCTION OF ROADS, ON THE INSIDE
 CQ0604'OF A CURVE IN THE MAIN ROAD WITH TANGENTS LEADING SOUTH AND EAST, 20
 CQ0604'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 13 FEET SOUTHEAST OF
 CQ0604'THE PROJECTED CENTER LINE OF A SIDE ROAD LEADING NORTHEAST, 10.8 FEET
 CQ0604'NORTHEAST OF AN 8-INCH GUM WITH A TRIANGULAR BLAZE ON THE NORTHWEST
 CQ0604'SIDE OF THE TREE, 1 FOOT NORTH OF A REFERENCE POST, SET IN THE TOP OF
 CQ0604'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. NOTE-- STATE
 CQ0604'HIGHWAY 17 IS NOW STATE HIGHWAY 4.
 CQ0604
 CQ0604                          STATION RECOVERY (1986)
 CQ0604
 CQ0604'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 CQ0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1641 ***********************************************************************
 BX1641  DESIGNATION -  Y 121
 BX1641  PID         -  BX1641
 BX1641  STATE/COUNTY-  LA/WINN
 BX1641  USGS QUAD   -  ATLANTA (1984)
 BX1641
 BX1641                         *CURRENT SURVEY CONTROL
 BX1641  ___________________________________________________________________
 BX1641* NAD 83(1986)-  31 48 42.     (N)    092 37 39.     (W)     SCALED    
 BX1641* NAVD 88     -        68.16   (+/-2cm)     223.6    (feet)  VERTCON   
 BX1641  ___________________________________________________________________
 BX1641  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BX1641
 BX1641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1641
 BX1641.The horizontal coordinates were scaled from a topographic map and have
 BX1641.an estimated accuracy of +/- 6 seconds.
 BX1641
 BX1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1641.The vertical order pertains to the NGVD 29 superseded value.
 BX1641
 BX1641.The geoid height was determined by GEOID03.
 BX1641
 BX1641;                    North         East    Units  Estimated Accuracy
 BX1641;SPC LA N     -   145,440.      987,930.      MT  (+/- 180 meters Scaled)
 BX1641
 BX1641                          SUPERSEDED SURVEY CONTROL
 BX1641
 BX1641  NGVD 29 (??/??/??)   68.172  (m)          223.66   (f) ADJUSTED    2 0
 BX1641
 BX1641.Superseded values are not recommended for survey control.
 BX1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1641.See file dsdata.txt to determine how the superseded data were derived.
 BX1641
 BX1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR352196(NAD 83)
 BX1641_MARKER: DB = BENCH MARK DISK
 BX1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1641_STAMPING: Y 121 1949
 BX1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1641+STABILITY: SURFACE MOTION
 BX1641
 BX1641  HISTORY     - Date     Condition        Report By
 BX1641  HISTORY     - 1949     MONUMENTED       CGS
 BX1641
 BX1641                          STATION DESCRIPTION
 BX1641
 BX1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1641'3.15 MI W FROM PACKTON.
 BX1641'3.15 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1641'ARKANSAS RAILROAD STATION AT PACKTON, 43 FEET SOUTH OF THE CENTER LINE
 BX1641'OF THE HIGHWAY, 7.0 FEET WEST OF A 20 INCH TRIANGULAR BLAZED PINE
 BX1641'TREE, 2.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1641'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1406 ***********************************************************************
 BX1406  DESIGNATION -  Y 122
 BX1406  PID         -  BX1406
 BX1406  STATE/COUNTY-  LA/GRANT
 BX1406  USGS QUAD   -  VERDA (1983)
 BX1406
 BX1406                         *CURRENT SURVEY CONTROL
 BX1406  ___________________________________________________________________
 BX1406* NAD 83(1986)-  31 40 26.     (N)    092 46 49.     (W)     SCALED    
 BX1406* NAVD 88     -        46.25   (+/-2cm)     151.7    (feet)  VERTCON   
 BX1406  ___________________________________________________________________
 BX1406  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1406
 BX1406  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1406
 BX1406.The horizontal coordinates were scaled from a topographic map and have
 BX1406.an estimated accuracy of +/- 6 seconds.
 BX1406
 BX1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1406.The vertical order pertains to the NGVD 29 superseded value.
 BX1406
 BX1406.The geoid height was determined by GEOID03.
 BX1406
 BX1406;                    North         East    Units  Estimated Accuracy
 BX1406;SPC LA N     -   130,190.      973,420.      MT  (+/- 180 meters Scaled)
 BX1406
 BX1406                          SUPERSEDED SURVEY CONTROL
 BX1406
 BX1406  NGVD 29 (??/??/??)   46.264  (m)          151.78   (f) ADJUSTED    1 2
 BX1406
 BX1406.Superseded values are not recommended for survey control.
 BX1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1406.See file dsdata.txt to determine how the superseded data were derived.
 BX1406
 BX1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR208043(NAD 83)
 BX1406_MARKER: DB = BENCH MARK DISK
 BX1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1406_STAMPING: Y 122 1949
 BX1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1406+STABILITY: SURFACE MOTION
 BX1406
 BX1406  HISTORY     - Date     Condition        Report By
 BX1406  HISTORY     - 1949     MONUMENTED       CGS
 BX1406  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX1406  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX1406
 BX1406                          STATION DESCRIPTION
 BX1406
 BX1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1406'1.9 MI S FROM VERDA.
 BX1406'1.9 MILES SOUTH ALONG STATE HIGHWAY C 1432 FROM THE HIGH SCHOOL AT
 BX1406'VERDA, 66 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET
 BX1406'SOUTHEAST OF THE CENTER LINE OF A WOODS ROAD, 16.0 FEET SOUTHWEST OF A
 BX1406'14 INCH TRIANGULAR BLAZED OAK TREE, 31.0 FEET WEST OF A 16 INCH
 BX1406'TRIANGULAR BLAZED PINE TREE, 2.0 FEET NORTH OF A WITNESS POST, 56.0
 BX1406'FEET SOUTHWEST OF THE WEST END OF AN 18 INCH PIPE CULVERT, SET IN THE
 BX1406'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX1406
 BX1406                          STATION RECOVERY (1981)
 BX1406
 BX1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX1406'MARK NOT FOUND.
 BX1406
 BX1406                          STATION RECOVERY (2001)
 BX1406
 BX1406'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BX1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0392 ***********************************************************************
 BX0392  DESIGNATION -  Y 123
 BX0392  PID         -  BX0392
 BX0392  STATE/COUNTY-  LA/CALDWELL
 BX0392  USGS QUAD   -  OLLA EAST (1984)
 BX0392
 BX0392                         *CURRENT SURVEY CONTROL
 BX0392  ___________________________________________________________________
 BX0392* NAD 83(1986)-  31 55 37.     (N)    092 09 03.     (W)     SCALED    
 BX0392* NAVD 88     -        58.26   (+/-2cm)     191.1    (feet)  VERTCON   
 BX0392  ___________________________________________________________________
 BX0392  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0392
 BX0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0392
 BX0392.The horizontal coordinates were scaled from a topographic map and have
 BX0392.an estimated accuracy of +/- 6 seconds.
 BX0392
 BX0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0392.The vertical order pertains to the NGVD 29 superseded value.
 BX0392
 BX0392.The geoid height was determined by GEOID03.
 BX0392
 BX0392;                    North         East    Units  Estimated Accuracy
 BX0392;SPC LA N     -   158,270.    1,033,020.      MT  (+/- 180 meters Scaled)
 BX0392
 BX0392                          SUPERSEDED SURVEY CONTROL
 BX0392
 BX0392  NGVD 29 (??/??/??)   58.269  (m)          191.17   (f) ADJUSTED    2 0
 BX0392
 BX0392.Superseded values are not recommended for survey control.
 BX0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0392.See file dsdata.txt to determine how the superseded data were derived.
 BX0392
 BX0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR802326(NAD 83)
 BX0392_MARKER: DB = BENCH MARK DISK
 BX0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0392_STAMPING: Y 123 1949
 BX0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0392+STABILITY: SURFACE MOTION
 BX0392
 BX0392  HISTORY     - Date     Condition        Report By
 BX0392  HISTORY     - 1949     MONUMENTED       CGS
 BX0392  HISTORY     - 1950     GOOD             CGS
 BX0392
 BX0392                          STATION DESCRIPTION
 BX0392
 BX0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0392'4.95 MI SE FROM KELLY.
 BX0392'2.4 MILES SOUTH ALONG OLD U.S. HIGHWAY 165 FROM THE MISSOURI PACIFIC
 BX0392'RAILROAD STATION AT KELLY, THENCE 1.1 MILES EAST ALONG A DIRT ROAD,
 BX0392'THENCE 1.45 MILES SOUTHEAST ALONG A GRAVELED ROAD.  AT A JUNCTION WITH
 BX0392'A DIRT ROAD LEADING EAST, 75 FEET SOUTHWEST OF THE JUNCTION OF THE
 BX0392'CENTER LINES OF THE TWO ROADS, 31 FEET WEST OF THE CENTER LINE OF THE
 BX0392'GRAVELED ROAD, 9 FEET NORTHWEST OF A 12 INCH BLAZED PINE TREE, 2 FEET
 BX0392'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0392'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0441 ***********************************************************************
 BX0441  DESIGNATION -  Y 124
 BX0441  PID         -  BX0441
 BX0441  STATE/COUNTY-  LA/CALDWELL
 BX0441  USGS QUAD   -  OLLA EAST (1984)
 BX0441
 BX0441                         *CURRENT SURVEY CONTROL
 BX0441  ___________________________________________________________________
 BX0441* NAD 83(1986)-  31 56 17.     (N)    092 09 21.     (W)     SCALED    
 BX0441* NAVD 88     -        61.08   (+/-2cm)     200.4    (feet)  VERTCON   
 BX0441  ___________________________________________________________________
 BX0441  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0441
 BX0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0441
 BX0441.The horizontal coordinates were scaled from a topographic map and have
 BX0441.an estimated accuracy of +/- 6 seconds.
 BX0441
 BX0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0441.The vertical order pertains to the NGVD 29 superseded value.
 BX0441
 BX0441.The geoid height was determined by GEOID03.
 BX0441
 BX0441;                    North         East    Units  Estimated Accuracy
 BX0441;SPC LA N     -   159,500.    1,032,540.      MT  (+/- 180 meters Scaled)
 BX0441
 BX0441                          SUPERSEDED SURVEY CONTROL
 BX0441
 BX0441  NGVD 29 (??/??/??)   61.095  (m)          200.44   (f) ADJUSTED    2 0
 BX0441
 BX0441.Superseded values are not recommended for survey control.
 BX0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0441.See file dsdata.txt to determine how the superseded data were derived.
 BX0441
 BX0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR797338(NAD 83)
 BX0441_MARKER: DB = BENCH MARK DISK
 BX0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0441_STAMPING: Y 124 1950
 BX0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0441+STABILITY: SURFACE MOTION
 BX0441
 BX0441  HISTORY     - Date     Condition        Report By
 BX0441  HISTORY     - 1950     MONUMENTED       CGS
 BX0441
 BX0441                          STATION DESCRIPTION
 BX0441
 BX0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0441'4.15 MI SE FROM KELLY.
 BX0441'2.4 MILES SOUTH ALONG OLD U.S. HIGHWAY 165 FROM THE MISSOURI PACIFIC
 BX0441'RAILROAD STATION AT KELLY, THENCE 1.1 MILES EAST ALONG A DIRT ROAD,
 BX0441'THENCE 0.65 MILE SOUTHEAST ALONG A GRAVELED ROAD.  AT A JUNCTION WITH
 BX0441'A DIRT ROAD LEADING EAST, 68 FEET NORTHWEST OF THE CENTER OF THE ROAD
 BX0441'JUNCTION, 30 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 8 FEET
 BX0441'NORTHEAST OF A 14 INCH BLAZED OAK TREE, 2 FEET SOUTH OF A WITNESS
 BX0441'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BX0441'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0410 ***********************************************************************
 BX0410  DESIGNATION -  Y 125
 BX0410  PID         -  BX0410
 BX0410  STATE/COUNTY-  LA/LA SALLE
 BX0410  USGS QUAD   -  SUMMERVILLE (1984)
 BX0410
 BX0410                         *CURRENT SURVEY CONTROL
 BX0410  ___________________________________________________________________
 BX0410* NAD 83(1986)-  31 46 19.     (N)    092 07 37.     (W)     SCALED    
 BX0410* NAVD 88     -        50.08   (+/-2cm)     164.3    (feet)  VERTCON   
 BX0410  ___________________________________________________________________
 BX0410  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BX0410
 BX0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0410
 BX0410.The horizontal coordinates were scaled from a topographic map and have
 BX0410.an estimated accuracy of +/- 6 seconds.
 BX0410
 BX0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0410.The vertical order pertains to the NGVD 29 superseded value.
 BX0410
 BX0410.The geoid height was determined by GEOID03.
 BX0410
 BX0410;                    North         East    Units  Estimated Accuracy
 BX0410;SPC LA N     -   141,090.    1,035,340.      MT  (+/- 180 meters Scaled)
 BX0410
 BX0410                          SUPERSEDED SURVEY CONTROL
 BX0410
 BX0410  NGVD 29 (??/??/??)   50.077  (m)          164.29   (f) ADJUSTED    2 0
 BX0410
 BX0410.Superseded values are not recommended for survey control.
 BX0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0410.See file dsdata.txt to determine how the superseded data were derived.
 BX0410
 BX0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR826154(NAD 83)
 BX0410_MARKER: DB = BENCH MARK DISK
 BX0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0410_STAMPING: Y 125 1950
 BX0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0410+STABILITY: SURFACE MOTION
 BX0410
 BX0410  HISTORY     - Date     Condition        Report By
 BX0410  HISTORY     - 1950     MONUMENTED       CGS
 BX0410  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX0410
 BX0410                          STATION DESCRIPTION
 BX0410
 BX0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0410'7.15 MI N FROM JENA.
 BX0410'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0410'JENA, THENCE 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 112.  39 FEET
 BX0410'NORTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET WEST OF THE EXTENDED
 BX0410'CENTER LINE OF A ROAD LEADING SOUTH, 2.0 FEET SOUTH OF A WITNESS POST,
 BX0410'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BX0410'GROUND.
 BX0410
 BX0410                          STATION RECOVERY (1981)
 BX0410
 BX0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0475 ***********************************************************************
 BX0475  DESIGNATION -  Y 126
 BX0475  PID         -  BX0475
 BX0475  STATE/COUNTY-  LA/LA SALLE
 BX0475  USGS QUAD   -  NICKEL (1984)
 BX0475
 BX0475                         *CURRENT SURVEY CONTROL
 BX0475  ___________________________________________________________________
 BX0475* NAD 83(1986)-  31 52 24.     (N)    092 01 59.     (W)     SCALED    
 BX0475* NAVD 88     -        73.72   (+/-2cm)     241.9    (feet)  VERTCON   
 BX0475  ___________________________________________________________________
 BX0475  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0475
 BX0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0475
 BX0475.The horizontal coordinates were scaled from a topographic map and have
 BX0475.an estimated accuracy of +/- 6 seconds.
 BX0475
 BX0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0475.The vertical order pertains to the NGVD 29 superseded value.
 BX0475
 BX0475.The geoid height was determined by GEOID03.
 BX0475
 BX0475;                    North         East    Units  Estimated Accuracy
 BX0475;SPC LA N     -   152,360.    1,044,180.      MT  (+/- 180 meters Scaled)
 BX0475
 BX0475                          SUPERSEDED SURVEY CONTROL
 BX0475
 BX0475  NGVD 29 (??/??/??)   73.725  (m)          241.88   (f) ADJUSTED    2 0
 BX0475
 BX0475.Superseded values are not recommended for survey control.
 BX0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0475.See file dsdata.txt to determine how the superseded data were derived.
 BX0475
 BX0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR914268(NAD 83)
 BX0475_MARKER: DB = BENCH MARK DISK
 BX0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0475_STAMPING: Y 126 1950
 BX0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0475+STABILITY: SURFACE MOTION
 BX0475
 BX0475  HISTORY     - Date     Condition        Report By
 BX0475  HISTORY     - 1950     MONUMENTED       CGS
 BX0475
 BX0475                          STATION DESCRIPTION
 BX0475
 BX0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0475'3.45 MI SW FROM ROSEFIELD.
 BX0475'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0475'ROSEFIELD, THENCE 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BX0475'0.7 MILE NORTH ALONG A GRAVELED ROAD.  AT THE JUNCTION WITH STATE
 BX0475'HIGHWAY 1012, AT THE HOME OF W.B. HODGES, 46 FEET EAST OF THE CENTER
 BX0475'LINE OF THE HIGHWAY, 112 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 BX0475'LEADING SOUTH, 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 BX0475'9 FEET SOUTHWEST OF THE CENTER OF A GATE, 1.3 FEET NORTHWEST OF A
 BX0475'FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BX0475'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0835 ***********************************************************************
 CQ0835  DESIGNATION -  Y 127
 CQ0835  PID         -  CQ0835
 CQ0835  STATE/COUNTY-  LA/WINN
 CQ0835  USGS QUAD   -  COTTON PLANT (1989)
 CQ0835
 CQ0835                         *CURRENT SURVEY CONTROL
 CQ0835  ___________________________________________________________________
 CQ0835* NAD 83(1986)-  32 06 18.     (N)    092 20 38.     (W)     SCALED    
 CQ0835* NAVD 88     -        55.84   (+/-2cm)     183.2    (feet)  VERTCON   
 CQ0835  ___________________________________________________________________
 CQ0835  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CQ0835
 CQ0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0835
 CQ0835.The horizontal coordinates were scaled from a topographic map and have
 CQ0835.an estimated accuracy of +/- 6 seconds.
 CQ0835
 CQ0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0835.The vertical order pertains to the NGVD 29 superseded value.
 CQ0835
 CQ0835.The geoid height was determined by GEOID03.
 CQ0835
 CQ0835;                    North         East    Units  Estimated Accuracy
 CQ0835;SPC LA N     -   177,970.    1,014,730.      MT  (+/- 180 meters Scaled)
 CQ0835
 CQ0835                          SUPERSEDED SURVEY CONTROL
 CQ0835
 CQ0835  NGVD 29 (??/??/??)   55.864  (m)          183.28   (f) ADJUSTED    2 0
 CQ0835
 CQ0835.Superseded values are not recommended for survey control.
 CQ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0835.See file dsdata.txt to determine how the superseded data were derived.
 CQ0835
 CQ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR619522(NAD 83)
 CQ0835_MARKER: DB = BENCH MARK DISK
 CQ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0835_STAMPING: Y 127 1950
 CQ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0835+STABILITY: SURFACE MOTION
 CQ0835
 CQ0835  HISTORY     - Date     Condition        Report By
 CQ0835  HISTORY     - 1950     MONUMENTED       CGS
 CQ0835  HISTORY     - 19860310 GOOD             USPSQD
 CQ0835
 CQ0835                          STATION DESCRIPTION
 CQ0835
 CQ0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0835'9.3 MI E FROM SIKES.
 CQ0835'NOTE-- NO DESCRIPTION AVAILABLE.
 CQ0835
 CQ0835                          STATION RECOVERY (1986)
 CQ0835
 CQ0835'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0255 ***********************************************************************
 BX0255  DESIGNATION -  Y 128
 BX0255  PID         -  BX0255
 BX0255  STATE/COUNTY-  LA/WINN
 BX0255  USGS QUAD   -  FLAT CREEK (1984)
 BX0255
 BX0255                         *CURRENT SURVEY CONTROL
 BX0255  ___________________________________________________________________
 BX0255* NAD 83(1986)-  31 53 10.     (N)    092 22 58.     (W)     SCALED    
 BX0255* NAVD 88     -        48.02   (+/-2cm)     157.5    (feet)  VERTCON   
 BX0255  ___________________________________________________________________
 BX0255  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BX0255
 BX0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0255
 BX0255.The horizontal coordinates were scaled from a topographic map and have
 BX0255.an estimated accuracy of +/- 6 seconds.
 BX0255
 BX0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0255.The vertical order pertains to the NGVD 29 superseded value.
 BX0255
 BX0255.The geoid height was determined by GEOID03.
 BX0255
 BX0255;                    North         East    Units  Estimated Accuracy
 BX0255;SPC LA N     -   153,690.    1,011,090.      MT  (+/- 180 meters Scaled)
 BX0255
 BX0255                          SUPERSEDED SURVEY CONTROL
 BX0255
 BX0255  NGVD 29 (??/??/??)   48.034  (m)          157.59   (f) ADJUSTED    2 0
 BX0255
 BX0255.Superseded values are not recommended for survey control.
 BX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0255.See file dsdata.txt to determine how the superseded data were derived.
 BX0255
 BX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR583279(NAD 83)
 BX0255_MARKER: DB = BENCH MARK DISK
 BX0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0255_STAMPING: Y 128 1950
 BX0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0255+STABILITY: SURFACE MOTION
 BX0255
 BX0255  HISTORY     - Date     Condition        Report By
 BX0255  HISTORY     - 1950     MONUMENTED       CGS
 BX0255
 BX0255                          STATION DESCRIPTION
 BX0255
 BX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0255'7.2 MI NW FROM TULLOS.
 BX0255'3.4 MILES WEST ALONG U. S. HIGHWAY 84 FROM THE INTERSECTION OF U. S.
 BX0255'HIGHWAYS 84 AND 165 AT TULLOS, THENCE 3.8 MILES NORTH ALONG A GRADED
 BX0255'DIRT ROAD.  0.2 MILE NORTH OF A JUNCTION WITH A ROAD LEADING
 BX0255'SOUTHWEST, ON THE INSIDE OF A CURVE, 47 FEET EAST OF THE CENTER LINE
 BX0255'OF THE ROAD, 19 FEET NORTHEAST OF THE CENTER LINE OF A
 BX0255'NORTHWEST-SOUTHEAST TRAIL, 1.8 FEET WEST OF A REFERENCE POST, AND SET
 BX0255'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0314 ***********************************************************************
 BX0314  DESIGNATION -  Y 129
 BX0314  PID         -  BX0314
 BX0314  STATE/COUNTY-  LA/CALDWELL
 BX0314  USGS QUAD   -  OLLA EAST (1984)
 BX0314
 BX0314                         *CURRENT SURVEY CONTROL
 BX0314  ___________________________________________________________________
 BX0314* NAD 83(1986)-  31 58 53.     (N)    092 11 28.     (W)     SCALED    
 BX0314* NAVD 88     -        39.24   (+/-2cm)     128.7    (feet)  VERTCON   
 BX0314  ___________________________________________________________________
 BX0314  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BX0314
 BX0314  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0314
 BX0314.The horizontal coordinates were scaled from a topographic map and have
 BX0314.an estimated accuracy of +/- 6 seconds.
 BX0314
 BX0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0314.The vertical order pertains to the NGVD 29 superseded value.
 BX0314
 BX0314.The geoid height was determined by GEOID03.
 BX0314
 BX0314;                    North         East    Units  Estimated Accuracy
 BX0314;SPC LA N     -   164,290.    1,029,190.      MT  (+/- 180 meters Scaled)
 BX0314
 BX0314                          SUPERSEDED SURVEY CONTROL
 BX0314
 BX0314  NGVD 29 (??/??/??)   39.261  (m)          128.81   (f) ADJUSTED    1 2
 BX0314
 BX0314.Superseded values are not recommended for survey control.
 BX0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0314.See file dsdata.txt to determine how the superseded data were derived.
 BX0314
 BX0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR764386(NAD 83)
 BX0314_MARKER: DB = BENCH MARK DISK
 BX0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0314_STAMPING: Y 129 1950
 BX0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0314+STABILITY: SURFACE MOTION
 BX0314
 BX0314  HISTORY     - Date     Condition        Report By
 BX0314  HISTORY     - 1950     MONUMENTED       CGS
 BX0314  HISTORY     - 1965     GOOD             CGS
 BX0314
 BX0314                          STATION DESCRIPTION
 BX0314
 BX0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0314'1.0 MI W FROM KELLY.
 BX0314'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 506 FROM THE POST OFFICE AT
 BX0314'KELLY, IN SECTION 32, T 12 N, R 3 E, ABOUT 0.15 MILE WEST OF A BRIDGE,
 BX0314'66 FEET SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A GRAVELED ROAD,
 BX0314'57 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47 FEET WEST OF THE
 BX0314'CENTER LINE OF THE ROAD, 17 1/2 FEET SOUTHEAST OF A FENCE CORNER, 8
 BX0314'1/2 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY AND THE ROAD,
 BX0314'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0421 ***********************************************************************
 BX0421  DESIGNATION -  Y 130
 BX0421  PID         -  BX0421
 BX0421  STATE/COUNTY-  LA/LA SALLE
 BX0421  USGS QUAD   -  NICKEL (1984)
 BX0421
 BX0421                         *CURRENT SURVEY CONTROL
 BX0421  ___________________________________________________________________
 BX0421* NAD 83(1986)-  31 48 26.     (N)    092 00 27.     (W)     SCALED    
 BX0421* NAVD 88     -        61.06   (+/-2cm)     200.3    (feet)  VERTCON   
 BX0421  ___________________________________________________________________
 BX0421  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0421
 BX0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0421
 BX0421.The horizontal coordinates were scaled from a topographic map and have
 BX0421.an estimated accuracy of +/- 6 seconds.
 BX0421
 BX0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0421.The vertical order pertains to the NGVD 29 superseded value.
 BX0421
 BX0421.The geoid height was determined by GEOID03.
 BX0421
 BX0421;                    North         East    Units  Estimated Accuracy
 BX0421;SPC LA N     -   145,040.    1,046,630.      MT  (+/- 180 meters Scaled)
 BX0421
 BX0421                          SUPERSEDED SURVEY CONTROL
 BX0421
 BX0421  NGVD 29 (??/??/??)   61.055  (m)          200.31   (f) ADJUSTED    2 0
 BX0421
 BX0421.Superseded values are not recommended for survey control.
 BX0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0421.See file dsdata.txt to determine how the superseded data were derived.
 BX0421
 BX0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR939194(NAD 83)
 BX0421_MARKER: DB = BENCH MARK DISK
 BX0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0421_STAMPING: Y 130 1950
 BX0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0421+STABILITY: SURFACE MOTION
 BX0421
 BX0421  HISTORY     - Date     Condition        Report By
 BX0421  HISTORY     - 1950     MONUMENTED       CGS
 BX0421  HISTORY     - 1961     GOOD             CGS
 BX0421
 BX0421                          STATION DESCRIPTION
 BX0421
 BX0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX0421'1.95 MI NW FROM AIMWELL.
 BX0421'LOCATED 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 126 FROM ITS JUNCTION
 BX0421'WITH STATE HIGHWAY 454 AT THE PENTECOSTAL CHURCH AT AIMWELL, IN THE
 BX0421'NORTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 126 AND A WOODS ROAD
 BX0421'LEADING NORTH AT THE OUTSIDE OF A CURVE.  IT IS 65.5 FEET NORTH OF THE
 BX0421'CENTERLINE OF THE HIGHWAY AT STATION 167-00, 26 FEET WEST OF THE
 BX0421'CENTER OF THE WOODS ROAD, 14 FEET WEST OF AN 18-INCH TRIANGULAR BLAZED
 BX0421'PINE TREE, 29 FEET NORTHEAST OF A 12-INCH TRIANGULAR BLAZED PINE TREE
 BX0421'AND 1 FOOT NORTH OF A METAL WITNESS POST. IT IS A STANDARD DISK SET IN
 BX0421'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1766 ***********************************************************************
 BW1766  DESIGNATION -  Y 131
 BW1766  PID         -  BW1766
 BW1766  STATE/COUNTY-  LA/CATAHOULA
 BW1766  USGS QUAD   -  ENTERPRISE (1984)
 BW1766
 BW1766                         *CURRENT SURVEY CONTROL
 BW1766  ___________________________________________________________________
 BW1766* NAD 83(1986)-  31 54 55.     (N)    091 57 21.     (W)     SCALED    
 BW1766* NAVD 88     -        63.22   (+/-2cm)     207.4    (feet)  VERTCON   
 BW1766  ___________________________________________________________________
 BW1766  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BW1766
 BW1766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1766
 BW1766.The horizontal coordinates were scaled from a topographic map and have
 BW1766.an estimated accuracy of +/- 6 seconds.
 BW1766
 BW1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1766.The vertical order pertains to the NGVD 29 superseded value.
 BW1766
 BW1766.The geoid height was determined by GEOID03.
 BW1766
 BW1766;                    North         East    Units  Estimated Accuracy
 BW1766;SPC LA N     -   157,050.    1,051,460.      MT  (+/- 180 meters Scaled)
 BW1766
 BW1766                          SUPERSEDED SURVEY CONTROL
 BW1766
 BW1766  NGVD 29 (??/??/92)   63.228  (m)          207.44   (f) ADJ UNCH    2 0
 BW1766
 BW1766.Superseded values are not recommended for survey control.
 BW1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1766.See file dsdata.txt to determine how the superseded data were derived.
 BW1766
 BW1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR987315(NAD 83)
 BW1766_MARKER: DB = BENCH MARK DISK
 BW1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1766_STAMPING: Y 131 1950
 BW1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1766+STABILITY: SURFACE MOTION
 BW1766
 BW1766  HISTORY     - Date     Condition        Report By
 BW1766  HISTORY     - 1950     MONUMENTED       CGS
 BW1766  HISTORY     - 1981     MARK NOT FOUND   USGS
 BW1766
 BW1766                          STATION DESCRIPTION
 BW1766
 BW1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1766'4.0 MI NE FROM ROSEFIELD.
 BW1766'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 68 FROM THE CEMETERY AT
 BW1766'ROSEFIELD, AT THE EAST END OF AN S CURVE IN THE HIGHWAY, 45 FEET SOUTH
 BW1766'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF A 12 INCH
 BW1766'TRIANGULAR BLAZED PINE TREE, 15 FEET NORTH OF A 10 INCH TRIANGULAR
 BW1766'BLAZED OAK TREE, 14 FEET WEST OF A 20 INCH TRIANGULAR BLAZED OAK TREE,
 BW1766'1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BW1766'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.15
 BW1766'MILES WEST OF BENCH MARK Z 131.
 BW1766
 BW1766                          STATION RECOVERY (1981)
 BW1766
 BW1766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BW1766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0069 ***********************************************************************
 BX0069  DESIGNATION -  Y 132
 BX0069  PID         -  BX0069
 BX0069  STATE/COUNTY-  LA/LA SALLE
 BX0069  USGS QUAD   -  TULLOS (1984)
 BX0069
 BX0069                         *CURRENT SURVEY CONTROL
 BX0069  ___________________________________________________________________
 BX0069* NAD 83(1986)-  31 47 47.     (N)    092 21 33.     (W)     SCALED    
 BX0069* NAVD 88     -        24.46   (+/-2cm)      80.2    (feet)  VERTCON   
 BX0069  ___________________________________________________________________
 BX0069  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BX0069
 BX0069  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0069
 BX0069.The horizontal coordinates were scaled from a topographic map and have
 BX0069.an estimated accuracy of +/- 6 seconds.
 BX0069
 BX0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0069.The vertical order pertains to the NGVD 29 superseded value.
 BX0069
 BX0069.The geoid height was determined by GEOID03.
 BX0069
 BX0069;                    North         East    Units  Estimated Accuracy
 BX0069;SPC LA N     -   143,750.    1,013,340.      MT  (+/- 180 meters Scaled)
 BX0069
 BX0069                          SUPERSEDED SURVEY CONTROL
 BX0069
 BX0069  NGVD 29 (??/??/??)   24.477  (m)           80.31   (f) ADJUSTED    1 2
 BX0069
 BX0069.Superseded values are not recommended for survey control.
 BX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0069.See file dsdata.txt to determine how the superseded data were derived.
 BX0069
 BX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR606180(NAD 83)
 BX0069_MARKER: DB = BENCH MARK DISK
 BX0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0069_SP_SET: BRIDGE ABUTMENT
 BX0069_STAMPING: Y 132 1950
 BX0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0069
 BX0069  HISTORY     - Date     Condition        Report By
 BX0069  HISTORY     - 1950     MONUMENTED       CGS
 BX0069  HISTORY     - 1965     GOOD             CGS
 BX0069
 BX0069                          STATION DESCRIPTION
 BX0069
 BX0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0069'2.45 MI SW FROM TULLOS.
 BX0069'ABOUT 2.45 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0069'THE FIRST BAPTIST CHURCH AT TULLOS, OR ABOUT 2.8 MILES NORTHEAST ALONG
 BX0069'THE MISSOURI PACIFIC RAILROAD FROM THE U.S. HIGHWAY 165 OVERPASS AT
 BX0069'GEORGETOWN, IN SECTION 3, T 9 N, R 1 E, 5.7 FEET SOUTHEAST OF THE
 BX0069'SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 BX0069'CONCRETE ABUTMENT OF RAILROAD BRIDGE 559.0, AND ABOUT 1 FOOT BELOW THE
 BX0069'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0633 ***********************************************************************
 CQ0633  DESIGNATION -  Y 137
 CQ0633  PID         -  CQ0633
 CQ0633  STATE/COUNTY-  LA/WINN
 CQ0633  USGS QUAD   -  COTTON PLANT (1989)
 CQ0633
 CQ0633                         *CURRENT SURVEY CONTROL
 CQ0633  ___________________________________________________________________
 CQ0633* NAD 83(1986)-  32 00 34.     (N)    092 22 06.     (W)     SCALED    
 CQ0633* NAVD 88     -        37.41   (+/-2cm)     122.7    (feet)  VERTCON   
 CQ0633  ___________________________________________________________________
 CQ0633  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0633
 CQ0633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0633
 CQ0633.The horizontal coordinates were scaled from a topographic map and have
 CQ0633.an estimated accuracy of +/- 6 seconds.
 CQ0633
 CQ0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0633.The vertical order pertains to the NGVD 29 superseded value.
 CQ0633
 CQ0633.The geoid height was determined by GEOID03.
 CQ0633
 CQ0633;                    North         East    Units  Estimated Accuracy
 CQ0633;SPC LA N     -   167,370.    1,012,440.      MT  (+/- 180 meters Scaled)
 CQ0633
 CQ0633                          SUPERSEDED SURVEY CONTROL
 CQ0633
 CQ0633  NGVD 29 (??/??/??)   37.430  (m)          122.80   (f) ADJUSTED    2 0
 CQ0633
 CQ0633.Superseded values are not recommended for survey control.
 CQ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0633.See file dsdata.txt to determine how the superseded data were derived.
 CQ0633
 CQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR596416(NAD 83)
 CQ0633_MARKER: DB = BENCH MARK DISK
 CQ0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0633_STAMPING: Y 137 1950
 CQ0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0633+STABILITY: SURFACE MOTION
 CQ0633
 CQ0633  HISTORY     - Date     Condition        Report By
 CQ0633  HISTORY     - 1950     MONUMENTED       CGS
 CQ0633
 CQ0633                          STATION DESCRIPTION
 CQ0633
 CQ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0633'13.7 MI NW FROM OLLA.
 CQ0633'13.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 990 FROM THE MISSOURI
 CQ0633'PACIFIC RAILROAD STATION AT OLLA, ON THE SIDE OF A HILL SLOPING DOWN
 CQ0633'TO THE NORTH, 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 CQ0633'SOUTHWEST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 27 FEET SOUTH OF
 CQ0633'THE CENTER LINE OF A WAGON TRAIL LEADING WEST INTO THE WOODS, 19 FEET
 CQ0633'NORTHEAST OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON THE EAST SIDE
 CQ0633'OF THE TREE, 1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 CQ0633'CONCRETE POST AT A DEPTH OF 3 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 CQ0633'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0634 ***********************************************************************
 CQ0634  DESIGNATION -  Y 137 RESET 1961
 CQ0634  PID         -  CQ0634
 CQ0634  STATE/COUNTY-  LA/WINN
 CQ0634  USGS QUAD   -  COTTON PLANT (1989)
 CQ0634
 CQ0634                         *CURRENT SURVEY CONTROL
 CQ0634  ___________________________________________________________________
 CQ0634* NAD 83(1986)-  32 00 34.     (N)    092 22 06.     (W)     SCALED    
 CQ0634* NAVD 88     -        36.85   (+/-2cm)     120.9    (feet)  VERTCON   
 CQ0634  ___________________________________________________________________
 CQ0634  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CQ0634
 CQ0634  VERT ORDER  -  THIRD (See Below)
 CQ0634
 CQ0634.The horizontal coordinates were scaled from a topographic map and have
 CQ0634.an estimated accuracy of +/- 6 seconds.
 CQ0634
 CQ0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0634.The vertical order pertains to the NGVD 29 superseded value.
 CQ0634
 CQ0634.The geoid height was determined by GEOID03.
 CQ0634
 CQ0634;                    North         East    Units  Estimated Accuracy
 CQ0634;SPC LA N     -   167,370.    1,012,440.      MT  (+/- 180 meters Scaled)
 CQ0634
 CQ0634                          SUPERSEDED SURVEY CONTROL
 CQ0634
 CQ0634  NGVD 29 (??/??/??)   36.87   (m)          121.0    (f) RESET       3  
 CQ0634
 CQ0634.Superseded values are not recommended for survey control.
 CQ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0634.See file dsdata.txt to determine how the superseded data were derived.
 CQ0634
 CQ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR596416(NAD 83)
 CQ0634_MARKER: DB = BENCH MARK DISK
 CQ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0634_STAMPING: Y 137 RESET 1961
 CQ0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0634+STABILITY: SURFACE MOTION
 CQ0634
 CQ0634  HISTORY     - Date     Condition        Report By
 CQ0634  HISTORY     - 1961     MONUMENTED       CGS
 CQ0634
 CQ0634                          STATION DESCRIPTION
 CQ0634
 CQ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CQ0634'13.35 MI NW FROM OLLA.
 CQ0634'THIS MARK IS LOCATED 13.35 MILES NORTHWEST ALONG STATE HIGHWAY 127
 CQ0634'FROM THE MISSOURI PACIFIC RAILROAD STATION AT OLLA, AT THE NORTH END
 CQ0634'OF A CURVE AND AT THE FOOT OF A HILL TO THE SOUTHWEST, 64 FEET EAST OF
 CQ0634'THE CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF A WOODS ROAD, 30 FEET
 CQ0634'SOUTHEAST OF AN 18-INCH PINE TREE, 20 FEET WEST-NORTHWEST OF AN 8-INCH
 CQ0634'TWIN OAK TREE, AND ONE FOOT SOUTHEAST OF A METAL WITNESS POST, SET IN
 CQ0634'THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1743 ***********************************************************************
 BW1743  DESIGNATION -  Y 138
 BW1743  PID         -  BW1743
 BW1743  STATE/COUNTY-  LA/CATAHOULA
 BW1743  USGS QUAD   -  HARRISONBURG (1984)
 BW1743
 BW1743                         *CURRENT SURVEY CONTROL
 BW1743  ___________________________________________________________________
 BW1743* NAD 83(1986)-  31 46 44.     (N)    091 51 59.     (W)     SCALED    
 BW1743* NAVD 88     -        62.99   (+/-2cm)     206.7    (feet)  VERTCON   
 BW1743  ___________________________________________________________________
 BW1743  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BW1743
 BW1743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1743
 BW1743.The horizontal coordinates were scaled from a topographic map and have
 BW1743.an estimated accuracy of +/- 6 seconds.
 BW1743
 BW1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1743.The vertical order pertains to the NGVD 29 superseded value.
 BW1743
 BW1743.The geoid height was determined by GEOID03.
 BW1743
 BW1743;                    North         East    Units  Estimated Accuracy
 BW1743;SPC LA N     -   141,970.    1,060,010.      MT  (+/- 180 meters Scaled)
 BW1743
 BW1743                          SUPERSEDED SURVEY CONTROL
 BW1743
 BW1743  NGVD 29 (??/??/92)   62.987  (m)          206.65   (f) ADJ UNCH    2 0
 BW1743
 BW1743.Superseded values are not recommended for survey control.
 BW1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1743.See file dsdata.txt to determine how the superseded data were derived.
 BW1743
 BW1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR073164(NAD 83)
 BW1743_MARKER: DB = BENCH MARK DISK
 BW1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1743_STAMPING: Y 138 1950
 BW1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1743+STABILITY: SURFACE MOTION
 BW1743
 BW1743  HISTORY     - Date     Condition        Report By
 BW1743  HISTORY     - 1950     MONUMENTED       CGS
 BW1743  HISTORY     - 1979     POOR             USGS
 BW1743
 BW1743                          STATION DESCRIPTION
 BW1743
 BW1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1743'4.0 MI NW FROM HARRISONBURG.
 BW1743'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE AT
 BW1743'HARRISONBURG, THENCE 3.7 MILES WEST ALONG A WINDING DIRT ROAD.  300
 BW1743'FEET SOUTHWEST OF A Y ROAD JUNCTION, 100 FEET NORTH OF THE TOP OF A
 BW1743'HILL, 39 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 26 FEET
 BW1743'NORTHEAST OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 24 FEET SOUTHWEST
 BW1743'OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 2 FEET SOUTHEAST OF A
 BW1743'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BW1743'FOOT ABOVE THE GROUND.
 BW1743
 BW1743                          STATION RECOVERY (1979)
 BW1743
 BW1743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1743'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1728 ***********************************************************************
 BW1728  DESIGNATION -  Y 139
 BW1728  PID         -  BW1728
 BW1728  STATE/COUNTY-  LA/CATAHOULA
 BW1728  USGS QUAD   -  AIMWELL (1984)
 BW1728
 BW1728                         *CURRENT SURVEY CONTROL
 BW1728  ___________________________________________________________________
 BW1728* NAD 83(1986)-  31 50 41.     (N)    091 59 58.     (W)     SCALED    
 BW1728* NAVD 88     -        86.99   (+/-2cm)     285.4    (feet)  VERTCON   
 BW1728  ___________________________________________________________________
 BW1728  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BW1728
 BW1728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1728
 BW1728.The horizontal coordinates were scaled from a topographic map and have
 BW1728.an estimated accuracy of +/- 6 seconds.
 BW1728
 BW1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1728.The vertical order pertains to the NGVD 29 superseded value.
 BW1728
 BW1728.The geoid height was determined by GEOID03.
 BW1728
 BW1728;                    North         East    Units  Estimated Accuracy
 BW1728;SPC LA N     -   149,210.    1,047,370.      MT  (+/- 180 meters Scaled)
 BW1728
 BW1728                          SUPERSEDED SURVEY CONTROL
 BW1728
 BW1728  NGVD 29 (??/??/92)   86.992  (m)          285.41   (f) ADJ UNCH    2 0
 BW1728
 BW1728.Superseded values are not recommended for survey control.
 BW1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1728.See file dsdata.txt to determine how the superseded data were derived.
 BW1728
 BW1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR946236(NAD 83)
 BW1728_MARKER: DB = BENCH MARK DISK
 BW1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1728_STAMPING: Y 139 1950
 BW1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1728+STABILITY: SURFACE MOTION
 BW1728
 BW1728  HISTORY     - Date     Condition        Report By
 BW1728  HISTORY     - 1950     MONUMENTED       CGS
 BW1728
 BW1728                          STATION DESCRIPTION
 BW1728
 BW1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1728'5.1 MI S FROM ROSEFIELD.
 BW1728'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BW1728'ROSEFIELD, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BW1728'1.2 MILES SOUTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.9 MILES SOUTH
 BW1728'ALONG A WINDING DIRT ROAD.  AT A POINT WHERE A POWER LINE CROSSES THE
 BW1728'ROAD, AT A ROAD INTERSECTION, 78 FEET SOUTHWEST OF THE CENTER LINE OF
 BW1728'THE NORTHWEST AND SOUTHEAST ROAD, 28 FEET WEST OF THE CENTER LINE OF
 BW1728'THE NORTH AND SOUTH ROAD, 7 FEET SOUTH OF THE MOST SOUTHERLY ONE OF
 BW1728'TWO POWER POLES, 6 FEET NORTH OF THE MOST NORTHERLY ONE OF TWO POWER
 BW1728'POLES, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BW1728'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 BW1728'1.0 MILE NORTH OF BENCH MARK X 139.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1715 ***********************************************************************
 CQ1715  DESIGNATION -  Y 14
 CQ1715  PID         -  CQ1715
 CQ1715  STATE/COUNTY-  LA/DE SOTO
 CQ1715  USGS QUAD   -  LONGSTREET (1972)
 CQ1715
 CQ1715                         *CURRENT SURVEY CONTROL
 CQ1715  ___________________________________________________________________
 CQ1715* NAD 83(1986)-  32 05 53.     (N)    093 57 05.     (W)     SCALED    
 CQ1715* NAVD 88     -       100.385  (meters)     329.35   (feet)  ADJUSTED  
 CQ1715  ___________________________________________________________________
 CQ1715  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ1715  DYNAMIC HT  -         100.270 (meters)     328.97  (feet)  COMP
 CQ1715  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CQ1715
 CQ1715  VERT ORDER  -  FIRST     CLASS II
 CQ1715
 CQ1715.The horizontal coordinates were scaled from a topographic map and have
 CQ1715.an estimated accuracy of +/- 6 seconds.
 CQ1715
 CQ1715.The orthometric height was determined by differential leveling
 CQ1715.and adjusted by the National Geodetic Survey in June 1991..
 CQ1715
 CQ1715.The geoid height was determined by GEOID03.
 CQ1715
 CQ1715.The dynamic height is computed by dividing the NAVD 88
 CQ1715.geopotential number by the normal gravity value computed on the
 CQ1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1715.degrees latitude (g = 980.6199 gals.).
 CQ1715
 CQ1715.The modeled gravity was interpolated from observed gravity values.
 CQ1715
 CQ1715;                    North         East    Units  Estimated Accuracy
 CQ1715;SPC LA N     -   178,100.      863,020.      MT  (+/- 180 meters Scaled)
 CQ1715
 CQ1715                          SUPERSEDED SURVEY CONTROL
 CQ1715
 CQ1715  NGVD 29 (??/??/??)  100.449  (m)          329.56   (f) ADJUSTED    1 2
 CQ1715
 CQ1715.Superseded values are not recommended for survey control.
 CQ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1715.See file dsdata.txt to determine how the superseded data were derived.
 CQ1715
 CQ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR102517(NAD 83)
 CQ1715_MARKER: DB = BENCH MARK DISK
 CQ1715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1715_SP_SET: BUILDING
 CQ1715_STAMPING: Y 14 1919 330.327
 CQ1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1715
 CQ1715  HISTORY     - Date     Condition        Report By
 CQ1715  HISTORY     - 1919     MONUMENTED       CGS
 CQ1715  HISTORY     - 1952     GOOD             CGS
 CQ1715  HISTORY     - 1979     GOOD             NGS
 CQ1715  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CQ1715  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CQ1715
 CQ1715                          STATION DESCRIPTION
 CQ1715
 CQ1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1715'IN LONGSTREET.
 CQ1715'AT LONGSTREET, 183 FEET WEST OF THE SOUTHWEST CORNER OF THE TEXAS AND
 CQ1715'NEW ORLEANS RAILROAD STATION, 3 FEET ABOVE THE GROUND, SET VERTICALLY
 CQ1715'IN THE EAST BRICK WALL OF THE BAGLEY SUPPLY AND STORAGE COMPANY
 CQ1715'BUILDING, NEAR THE SOUTHEAST CORNER OF THE BUILDING.
 CQ1715
 CQ1715                          STATION RECOVERY (1979)
 CQ1715
 CQ1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1715'OMIT-183.0 FT. WEST OF THE SOUTHWEST CORNER OF THE TEXAS AND NEW
 CQ1715'ORLEANS RAILROAD STATION.
 CQ1715'NOTE-RAILROAD STATION HAS BEEN REMOVED.
 CQ1715
 CQ1715                          STATION RECOVERY (1987)
 CQ1715
 CQ1715'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 CQ1715'MARK NOT FOUND.
 CQ1715
 CQ1715                          STATION RECOVERY (1996)
 CQ1715
 CQ1715'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1733 ***********************************************************************
 CQ1733  DESIGNATION -  Y 140
 CQ1733  PID         -  CQ1733
 CQ1733  STATE/COUNTY-  LA/CADDO
 CQ1733  USGS QUAD   -  SPRING RIDGE (1982)
 CQ1733
 CQ1733                         *CURRENT SURVEY CONTROL
 CQ1733  ___________________________________________________________________
 CQ1733* NAD 83(1986)-  32 15 28.     (N)    093 52 35.     (W)     SCALED    
 CQ1733* NAVD 88     -        81.557  (meters)     267.57   (feet)  ADJUSTED  
 CQ1733  ___________________________________________________________________
 CQ1733  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CQ1733  DYNAMIC HT  -          81.464 (meters)     267.27  (feet)  COMP
 CQ1733  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 CQ1733
 CQ1733  VERT ORDER  -  FIRST     CLASS II
 CQ1733
 CQ1733.The horizontal coordinates were scaled from a topographic map and have
 CQ1733.an estimated accuracy of +/- 6 seconds.
 CQ1733
 CQ1733.The orthometric height was determined by differential leveling
 CQ1733.and adjusted by the National Geodetic Survey in June 1991..
 CQ1733
 CQ1733.The geoid height was determined by GEOID03.
 CQ1733
 CQ1733.The dynamic height is computed by dividing the NAVD 88
 CQ1733.geopotential number by the normal gravity value computed on the
 CQ1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1733.degrees latitude (g = 980.6199 gals.).
 CQ1733
 CQ1733.The modeled gravity was interpolated from observed gravity values.
 CQ1733
 CQ1733;                    North         East    Units  Estimated Accuracy
 CQ1733;SPC LA N     -   195,720.      870,320.      MT  (+/- 180 meters Scaled)
 CQ1733
 CQ1733                          SUPERSEDED SURVEY CONTROL
 CQ1733
 CQ1733  NGVD 29 (??/??/??)   81.599  (m)          267.71   (f) ADJUSTED    1 2
 CQ1733
 CQ1733.Superseded values are not recommended for survey control.
 CQ1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1733.See file dsdata.txt to determine how the superseded data were derived.
 CQ1733
 CQ1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR174693(NAD 83)
 CQ1733_MARKER: DB = BENCH MARK DISK
 CQ1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1733_STAMPING: Y 140 1952
 CQ1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1733+STABILITY: SURFACE MOTION
 CQ1733
 CQ1733  HISTORY     - Date     Condition        Report By
 CQ1733  HISTORY     - 1952     MONUMENTED       CGS
 CQ1733  HISTORY     - 1976     MARK NOT FOUND   USGS
 CQ1733  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1733
 CQ1733                          STATION DESCRIPTION
 CQ1733
 CQ1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1733'6.0 MI SW FROM KEITHVILLE.
 CQ1733'1.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1733'STATION AT KEITHVILLE, THENCE 4.8 MILES SOUTHWEST ALONG AN OILED ROAD,
 CQ1733'130 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY WHITE HOUSE,
 CQ1733'87 FEET SOUTH OF A 48 INCH OAK TREE, 38 FEET WEST OF THE CENTER LINE
 CQ1733'OF THE ROAD, 3.6 FEET SOUTHEAST OF A FENCE CORNER, AT THE NORTHEAST
 CQ1733'CORNER OF A GARDEN, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 CQ1733'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CQ1733
 CQ1733                          STATION RECOVERY (1976)
 CQ1733
 CQ1733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1733'MARK NOT FOUND.
 CQ1733
 CQ1733                          STATION RECOVERY (1979)
 CQ1733
 CQ1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0881 ***********************************************************************
 CQ0881  DESIGNATION -  Y 142
 CQ0881  PID         -  CQ0881
 CQ0881  STATE/COUNTY-  LA/WINN
 CQ0881  USGS QUAD   -  SIKES (1989)
 CQ0881
 CQ0881                         *CURRENT SURVEY CONTROL
 CQ0881  ___________________________________________________________________
 CQ0881* NAD 83(1986)-  32 00 03.     (N)    092 25 29.     (W)     SCALED    
 CQ0881* NAVD 88     -        63.84   (+/-2cm)     209.4    (feet)  VERTCON   
 CQ0881  ___________________________________________________________________
 CQ0881  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0881
 CQ0881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0881
 CQ0881.The horizontal coordinates were scaled from a topographic map and have
 CQ0881.an estimated accuracy of +/- 6 seconds.
 CQ0881
 CQ0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0881.The vertical order pertains to the NGVD 29 superseded value.
 CQ0881
 CQ0881.The geoid height was determined by GEOID03.
 CQ0881
 CQ0881;                    North         East    Units  Estimated Accuracy
 CQ0881;SPC LA N     -   166,410.    1,007,110.      MT  (+/- 180 meters Scaled)
 CQ0881
 CQ0881                          SUPERSEDED SURVEY CONTROL
 CQ0881
 CQ0881  NGVD 29 (??/??/??)   63.863  (m)          209.52   (f) ADJUSTED    2 0
 CQ0881
 CQ0881.Superseded values are not recommended for survey control.
 CQ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0881.See file dsdata.txt to determine how the superseded data were derived.
 CQ0881
 CQ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR543406(NAD 83)
 CQ0881_MARKER: DB = BENCH MARK DISK
 CQ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0881_STAMPING: Y 142 1950
 CQ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0881+STABILITY: SURFACE MOTION
 CQ0881
 CQ0881  HISTORY     - Date     Condition        Report By
 CQ0881  HISTORY     - 1950     MONUMENTED       CGS
 CQ0881  HISTORY     - 1981     MARK NOT FOUND   USGS
 CQ0881  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0881
 CQ0881                          STATION DESCRIPTION
 CQ0881
 CQ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0881'9.2 MI SE FROM SIKES.
 CQ0881'5.7 MILES SOUTH ALONG STATE HIGHWAY 788 FROM THE JUNCTION OF STATE
 CQ0881'HIGHWAYS 788 AND 110 AT SIKES, THENCE 3.5 MILES EAST ALONG A GRADED
 CQ0881'DIRT ROAD.  0.45 MILE WEST OF A JUNCTION WITH A ROAD LEADING NORTH, AT
 CQ0881'A JUNCTION WITH A TRAIL LEADING SOUTHWEST, ON TOP OF A HILL, 52 FEET
 CQ0881'SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET NORTHWEST OF THE CENTER
 CQ0881'LINE OF THE TRAIL, 3.2 FEET WEST OF A REFERENCE POST, AND SET IN THE
 CQ0881'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0881
 CQ0881                          STATION RECOVERY (1981)
 CQ0881
 CQ0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CQ0881'MARK NOT FOUND.
 CQ0881
 CQ0881                          STATION RECOVERY (1986)
 CQ0881
 CQ0881'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0084 ***********************************************************************
 CR0084  DESIGNATION -  Y 143
 CR0084  PID         -  CR0084
 CR0084  STATE/COUNTY-  LA/CADDO
 CR0084  USGS QUAD   -  WASKOM (1978)
 CR0084
 CR0084                         *CURRENT SURVEY CONTROL
 CR0084  ___________________________________________________________________
 CR0084* NAD 83(1986)-  32 27 21.     (N)    094 00 52.     (W)     SCALED    
 CR0084* NAVD 88     -        67.805  (meters)     222.46   (feet)  ADJUSTED  
 CR0084  ___________________________________________________________________
 CR0084  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CR0084  DYNAMIC HT  -          67.729 (meters)     222.21  (feet)  COMP
 CR0084  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CR0084
 CR0084  VERT ORDER  -  FIRST     CLASS II
 CR0084
 CR0084.The horizontal coordinates were scaled from a topographic map and have
 CR0084.an estimated accuracy of +/- 6 seconds.
 CR0084
 CR0084.The orthometric height was determined by differential leveling
 CR0084.and adjusted by the National Geodetic Survey in June 1991..
 CR0084
 CR0084.The geoid height was determined by GEOID03.
 CR0084
 CR0084.The dynamic height is computed by dividing the NAVD 88
 CR0084.geopotential number by the normal gravity value computed on the
 CR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0084.degrees latitude (g = 980.6199 gals.).
 CR0084
 CR0084.The modeled gravity was interpolated from observed gravity values.
 CR0084
 CR0084;                    North         East    Units  Estimated Accuracy
 CR0084;SPC LA N     -   217,850.      857,620.      MT  (+/- 180 meters Scaled)
 CR0084
 CR0084                          SUPERSEDED SURVEY CONTROL
 CR0084
 CR0084  NGVD 29 (??/??/92)   67.875  (m)          222.69   (f) ADJ UNCH    1 2
 CR0084
 CR0084.Superseded values are not recommended for survey control.
 CR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0084.See file dsdata.txt to determine how the superseded data were derived.
 CR0084
 CR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR046914(NAD 83)
 CR0084_MARKER: DB = BENCH MARK DISK
 CR0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0084_SP_SET: BRIDGE
 CR0084_STAMPING: Y 143 1954
 CR0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0084
 CR0084  HISTORY     - Date     Condition        Report By
 CR0084  HISTORY     - 1954     MONUMENTED       CGS
 CR0084  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CR0084  HISTORY     - 20010315 POOR             USPSQD
 CR0084
 CR0084                          STATION DESCRIPTION
 CR0084
 CR0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0084'2.8 MI W FROM GREENWOOD.
 CR0084'2.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT WASKOM,
 CR0084'AT THE FOOT OF A HILL, AT THE MOST EASTERLY ONE OF 2 CONCRETE BRIDGES
 CR0084'OVER CROSS BAYOU, 18.7 FEET NORTHEAST OF THE CENTER LINE OF THE
 CR0084'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 CR0084'OF A CONCRETE HIGHWAY BRIDGE.
 CR0084
 CR0084                          STATION RECOVERY (1999)
 CR0084
 CR0084'RECOVERY NOTE BY US POWER SQUADRON 1999
 CR0084'MARK NOT FOUND.
 CR0084
 CR0084                          STATION RECOVERY (2001)
 CR0084
 CR0084'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 CR0084'MARK OUT OF POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1054 ***********************************************************************
 BK1054  DESIGNATION -  Y 15 RESET 1960
 BK1054  PID         -  BK1054
 BK1054  STATE/COUNTY-  LA/ALLEN
 BK1054  USGS QUAD   -  OAKDALE (1993)
 BK1054
 BK1054                         *CURRENT SURVEY CONTROL
 BK1054  ___________________________________________________________________
 BK1054* NAD 83(1986)-  30 51 30.     (N)    092 38 34.     (W)     SCALED    
 BK1054* NAVD 88     -        39.484  (meters)     129.54   (feet)  ADJUSTED  
 BK1054  ___________________________________________________________________
 BK1054  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK1054  DYNAMIC HT  -          39.434 (meters)     129.38  (feet)  COMP
 BK1054  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 BK1054
 BK1054  VERT ORDER  -  FIRST     CLASS I
 BK1054
 BK1054.The horizontal coordinates were scaled from a topographic map and have
 BK1054.an estimated accuracy of +/- 6 seconds.
 BK1054
 BK1054.The orthometric height was determined by differential leveling
 BK1054.and adjusted by the National Geodetic Survey in February 1994..
 BK1054
 BK1054.The geoid height was determined by GEOID03.
 BK1054
 BK1054.The dynamic height is computed by dividing the NAVD 88
 BK1054.geopotential number by the normal gravity value computed on the
 BK1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1054.degrees latitude (g = 980.6199 gals.).
 BK1054
 BK1054.The modeled gravity was interpolated from observed gravity values.
 BK1054
 BK1054;                    North         East    Units  Estimated Accuracy
 BK1054;SPC LA S     -   262,130.      874,760.      MT  (+/- 180 meters Scaled)
 BK1054
 BK1054                          SUPERSEDED SURVEY CONTROL
 BK1054
 BK1054  NAVD 88 (06/15/91)   39.476  (m)          129.51   (f) UNKNOWN     1 1
 BK1054  NGVD 29 (??/??/??)   39.460  (m)          129.46   (f) ADJUSTED    1 1
 BK1054
 BK1054.Superseded values are not recommended for survey control.
 BK1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1054.See file dsdata.txt to determine how the superseded data were derived.
 BK1054
 BK1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ341139(NAD 83)
 BK1054_MARKER: DB = BENCH MARK DISK
 BK1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1054_STAMPING: Y 15 RESET 1960
 BK1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1054+STABILITY: SURFACE MOTION
 BK1054
 BK1054  HISTORY     - Date     Condition        Report By
 BK1054  HISTORY     - 1960     MONUMENTED       CGS
 BK1054  HISTORY     - 1970     GOOD             NGS
 BK1054  HISTORY     - 20050422 MARK NOT FOUND   USPSQD
 BK1054
 BK1054                          STATION DESCRIPTION
 BK1054
 BK1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1054'3.05 MI NE FROM OAKDALE.
 BK1054'ABOUT 3.05 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1054'THE STATION AT OAKDALE, 19 1/2 POLES SOUTHWEST OF MILEPOST 632, 41
 BK1054'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 165, 47 FEET
 BK1054'SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 BK1054'TRIPLE-CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY, 1.5 FEET WEST OF A
 BK1054'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 BK1054'OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 BK1054'GROUND.
 BK1054
 BK1054                          STATION RECOVERY (2005)
 BK1054
 BK1054'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BK1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2279 ***********************************************************************
 BJ2279  DESIGNATION -  Y 17
 BJ2279  PID         -  BJ2279
 BJ2279  STATE/COUNTY-  LA/ST MARTIN
 BJ2279  USGS QUAD   -  BUTTE LA ROSE (1994)
 BJ2279
 BJ2279                         *CURRENT SURVEY CONTROL
 BJ2279  ___________________________________________________________________
 BJ2279* NAD 83(1986)-  30 21 53.     (N)    091 38 53.     (W)     SCALED    
 BJ2279* NAVD 88     -         4.72   (+/-2cm)      15.5    (feet)  VERTCON   
 BJ2279  ___________________________________________________________________
 BJ2279  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2279
 BJ2279  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2279
 BJ2279.The horizontal coordinates were scaled from a topographic map and have
 BJ2279.an estimated accuracy of +/- 6 seconds.
 BJ2279
 BJ2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2279.The vertical order pertains to the NGVD 29 superseded value.
 BJ2279
 BJ2279.The geoid height was determined by GEOID03.
 BJ2279
 BJ2279;                    North         East    Units  Estimated Accuracy
 BJ2279;SPC LA S     -   206,740.      969,750.      MT  (+/- 180 meters Scaled)
 BJ2279
 BJ2279                          SUPERSEDED SURVEY CONTROL
 BJ2279
 BJ2279  NGVD 29 (??/??/??)    4.732  (m)           15.52   (f) ADJUSTED    1 2
 BJ2279
 BJ2279.Superseded values are not recommended for survey control.
 BJ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2279.See file dsdata.txt to determine how the superseded data were derived.
 BJ2279
 BJ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP299599(NAD 83)
 BJ2279_MARKER: DB = BENCH MARK DISK
 BJ2279_SETTING: 0 = UNSPECIFIED SETTING
 BJ2279_STAMPING: Y 17 1934
 BJ2279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2279
 BJ2279  HISTORY     - Date     Condition        Report By
 BJ2279  HISTORY     - 1934     MONUMENTED       CGS
 BJ2279  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2279
 BJ2279                          STATION DESCRIPTION
 BJ2279
 BJ2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2279'2.9 MI W FROM GROSSE TETE.
 BJ2279'IN ST. MARTIN PARISH, 12.9 MILES WEST ALONG THE ABANDONED TEXAS AND
 BJ2279'NEW ORLEANS RAILROAD FROM THE STATION AT GROSSE TETE, IBERVILLE
 BJ2279'PARISH, 70 FEET WEST OF THE WEST END OF BRIDGE 24 A, AND 10 FEET SOUTH
 BJ2279'OF THE CENTERLING OF THE OLD ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1874 ***********************************************************************
 CQ1874  DESIGNATION -  Y 177
 CQ1874  PID         -  CQ1874
 CQ1874  STATE/COUNTY-  LA/BOSSIER
 CQ1874  USGS QUAD   -  WARDVIEW (1971)
 CQ1874
 CQ1874                         *CURRENT SURVEY CONTROL
 CQ1874  ___________________________________________________________________
 CQ1874* NAD 83(1986)-  32 54 21.     (N)    093 47 32.     (W)     SCALED    
 CQ1874* NAVD 88     -        76.071  (meters)     249.58   (feet)  ADJUSTED  
 CQ1874  ___________________________________________________________________
 CQ1874  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CQ1874  DYNAMIC HT  -          75.987 (meters)     249.30  (feet)  COMP
 CQ1874  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CQ1874
 CQ1874  VERT ORDER  -  FIRST     CLASS II
 CQ1874
 CQ1874.The horizontal coordinates were scaled from a topographic map and have
 CQ1874.an estimated accuracy of +/- 6 seconds.
 CQ1874
 CQ1874.The orthometric height was determined by differential leveling
 CQ1874.and adjusted by the National Geodetic Survey in June 1991..
 CQ1874
 CQ1874.The geoid height was determined by GEOID03.
 CQ1874
 CQ1874.The dynamic height is computed by dividing the NAVD 88
 CQ1874.geopotential number by the normal gravity value computed on the
 CQ1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1874.degrees latitude (g = 980.6199 gals.).
 CQ1874
 CQ1874.The modeled gravity was interpolated from observed gravity values.
 CQ1874
 CQ1874;                    North         East    Units  Estimated Accuracy
 CQ1874;SPC LA N     -   267,480.      879,110.      MT  (+/- 180 meters Scaled)
 CQ1874
 CQ1874                          SUPERSEDED SURVEY CONTROL
 CQ1874
 CQ1874  NGVD 29 (??/??/??)   76.136  (m)          249.79   (f) ADJUSTED    1 2
 CQ1874
 CQ1874.Superseded values are not recommended for survey control.
 CQ1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1874.See file dsdata.txt to determine how the superseded data were derived.
 CQ1874
 CQ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS259411(NAD 83)
 CQ1874_MARKER: DB = BENCH MARK DISK
 CQ1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1874_STAMPING: Y 177 1960
 CQ1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1874+STABILITY: SURFACE MOTION
 CQ1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1874+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 CQ1874
 CQ1874  HISTORY     - Date     Condition        Report By
 CQ1874  HISTORY     - 1961     MONUMENTED       CGS
 CQ1874  HISTORY     - 1969     GOOD             LADH
 CQ1874  HISTORY     - 1987     GOOD             USPSQD
 CQ1874  HISTORY     - 20021012 GOOD             USPSQD
 CQ1874
 CQ1874                          STATION DESCRIPTION
 CQ1874
 CQ1874'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1874'2.35 MI W FROM PLAIN DEALING.
 CQ1874'1 BLOCK NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM STATION AT
 CQ1874'PLAIN DEALING, THENCE 4.25 MILES WEST ALONG STATE HIGHWAY 2, THENCE
 CQ1874'1.55 MILES NORTHWEST ALONG STATE HIGHWAY 537, AT THE INTERSECTION OF
 CQ1874'STATE HIGHWAY 537 AND DIRT ROAD LEADING WEST, 142 FEET WEST OF CENTER
 CQ1874'OF INTERSECTION, 26 FEET SOUTH OF CENTER LINE OF DIRT ROAD, 16 FEET
 CQ1874'NORTHEAST OF A TELEPHONE POLE, 200 FEET SOUTHEAST AND ACROSS DIRT ROAD
 CQ1874'FROM SOUTHEAST CORNER OF A FENCE AROUND A POWERLINE SUBSTATION, 1/2
 CQ1874'FOOT NORTH OF A WOVEN WIRE FENCE, 0.9 FOOT SOUTH OF A METAL WITNESS
 CQ1874'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CQ1874'PROJECTING 5 INCHES.  SEC 15, T 22N, R 14W.
 CQ1874
 CQ1874                          STATION RECOVERY (1987)
 CQ1874
 CQ1874'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ1874'RECOVERED IN GOOD CONDITION.
 CQ1874
 CQ1874                          STATION RECOVERY (2002)
 CQ1874
 CQ1874'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0930 ***********************************************************************
 BJ0930  DESIGNATION -  Y 178
 BJ0930  PID         -  BJ0930
 BJ0930  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0930  USGS QUAD   -  HAMMOND (1994)
 BJ0930
 BJ0930                         *CURRENT SURVEY CONTROL
 BJ0930  ___________________________________________________________________
 BJ0930* NAD 83(1986)-  30 30 17.     (N)    090 28 49.     (W)     SCALED    
 BJ0930* NAVD 88     -        11.657  (meters)      38.24   (feet)  ADJUSTED  
 BJ0930  ___________________________________________________________________
 BJ0930  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0930  DYNAMIC HT  -          11.642 (meters)      38.20  (feet)  COMP
 BJ0930  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ0930
 BJ0930  VERT ORDER  -  FIRST     CLASS I
 BJ0930
 BJ0930.The horizontal coordinates were scaled from a topographic map and have
 BJ0930.an estimated accuracy of +/- 6 seconds.
 BJ0930
 BJ0930.The orthometric height was determined by differential leveling
 BJ0930.and adjusted by the National Geodetic Survey in February 1994..
 BJ0930
 BJ0930.The geoid height was determined by GEOID03.
 BJ0930
 BJ0930.The dynamic height is computed by dividing the NAVD 88
 BJ0930.geopotential number by the normal gravity value computed on the
 BJ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0930.degrees latitude (g = 980.6199 gals.).
 BJ0930
 BJ0930.The modeled gravity was interpolated from observed gravity values.
 BJ0930
 BJ0930;                    North         East    Units  Estimated Accuracy
 BJ0930;SPC LA S     -   222,520.    1,081,890.      MT  (+/- 180 meters Scaled)
 BJ0930
 BJ0930                          SUPERSEDED SURVEY CONTROL
 BJ0930
 BJ0930  NAVD 88 (06/15/91)   11.693  (m)           38.36   (f) UNKNOWN     1 1
 BJ0930  NGVD 29 (??/??/??)   11.673  (m)           38.30   (f) ADJUSTED    1 1
 BJ0930
 BJ0930.Superseded values are not recommended for survey control.
 BJ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0930.See file dsdata.txt to determine how the superseded data were derived.
 BJ0930
 BJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP418774(NAD 83)
 BJ0930_MARKER: DB = BENCH MARK DISK
 BJ0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0930_SP_SET: CULVERT
 BJ0930_STAMPING: Y 178 1959
 BJ0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0930
 BJ0930  HISTORY     - Date     Condition        Report By
 BJ0930  HISTORY     - 1959     MONUMENTED       CGS
 BJ0930  HISTORY     - 1969     GOOD             CGS
 BJ0930  HISTORY     - 1976     GOOD             NGS
 BJ0930
 BJ0930                          STATION DESCRIPTION
 BJ0930
 BJ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0930'1.0 MI W FROM HAMMOND.
 BJ0930'ABOUT 1.0 MILE WEST ALONG WEST CHURCH STREET FROM THE ILLINOIS CENTRAL
 BJ0930'RAILROAD STATION AT HAMMOND, 0.2 MILE EAST OF THE INTERSECTION OF U.
 BJ0930'S. HIGHWAY 51, SET ON THE TOP AND ABOUT IN THE CENTER OF THE NORTH
 BJ0930'CONCRETE HEAD WALL FOR A TWIN BOX CULVERT UNDER WEST CHURCH STREET, 18
 BJ0930'FEET NORTH OF THE CENTER LINE OF THE STREET, 98 FEET EAST OF THE
 BJ0930'CENTER LINE OF THE EAST ENTRANCE TO THE HAMMOND PACKING COMPANY AND
 BJ0930'1/2 FOOT ABOVE THE LEVEL OF THE STREET.  SEC 23 ,T 6S,R 7E.
 BJ0930
 BJ0930                          STATION RECOVERY (1976)
 BJ0930
 BJ0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1781 ***********************************************************************
 BJ1781  DESIGNATION -  Y 179
 BJ1781  PID         -  BJ1781
 BJ1781  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1781  USGS QUAD   -  KENTWOOD (1980)
 BJ1781
 BJ1781                         *CURRENT SURVEY CONTROL
 BJ1781  ___________________________________________________________________
 BJ1781* NAD 83(1986)-  30 55 19.     (N)    090 30 43.     (W)     SCALED    
 BJ1781* NAVD 88     -        60.940  (meters)     199.93   (feet)  ADJUSTED  
 BJ1781  ___________________________________________________________________
 BJ1781  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ1781  DYNAMIC HT  -          60.862 (meters)     199.68  (feet)  COMP
 BJ1781  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 BJ1781
 BJ1781  VERT ORDER  -  FIRST     CLASS I
 BJ1781
 BJ1781.The horizontal coordinates were scaled from a topographic map and have
 BJ1781.an estimated accuracy of +/- 6 seconds.
 BJ1781
 BJ1781.The orthometric height was determined by differential leveling
 BJ1781.and adjusted by the National Geodetic Survey in February 1994..
 BJ1781
 BJ1781.The geoid height was determined by GEOID03.
 BJ1781
 BJ1781.The dynamic height is computed by dividing the NAVD 88
 BJ1781.geopotential number by the normal gravity value computed on the
 BJ1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1781.degrees latitude (g = 980.6199 gals.).
 BJ1781
 BJ1781.The modeled gravity was interpolated from observed gravity values.
 BJ1781
 BJ1781;                    North         East    Units  Estimated Accuracy
 BJ1781;SPC LA S     -   268,750.    1,078,510.      MT  (+/- 180 meters Scaled)
 BJ1781
 BJ1781                          SUPERSEDED SURVEY CONTROL
 BJ1781
 BJ1781  NAVD 88 (06/15/91)   60.975  (m)          200.05   (f) UNKNOWN     1 1
 BJ1781  NGVD 29 (??/??/??)   60.960  (m)          200.00   (f) ADJUSTED    1 1
 BJ1781
 BJ1781.Superseded values are not recommended for survey control.
 BJ1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1781.See file dsdata.txt to determine how the superseded data were derived.
 BJ1781
 BJ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ377236(NAD 83)
 BJ1781_MARKER: DB = BENCH MARK DISK
 BJ1781_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ1781_SP_SET: FOOTING
 BJ1781_STAMPING: Y 179 1959
 BJ1781_MARK LOGO: CGS   
 BJ1781_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1781+STABILITY: SURFACE MOTION
 BJ1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1781+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 BJ1781
 BJ1781  HISTORY     - Date     Condition        Report By
 BJ1781  HISTORY     - 1959     MONUMENTED       CGS
 BJ1781  HISTORY     - 1969     GOOD             CGS
 BJ1781  HISTORY     - 19920630 GOOD             NGS
 BJ1781
 BJ1781                          STATION DESCRIPTION
 BJ1781
 BJ1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1781'1.2 MI S FROM KENTWOOD.
 BJ1781'ABOUT 1.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1781'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, 0.1 MILE SOUTH OF MILEPOST
 BJ1781'830, SET ON THE TOP AND ON THE NORTH SIDE FOR AN ABANDONED CONCRETE
 BJ1781'BASE FOR SIGNAL BOX, 28 FEET NORTH OF A SWITCHSTAND ON THE EAST SIDE
 BJ1781'OF THE TRACK, 21 FEET SOUTH OF THE SOUTH SIDE OF A CONCRETE TELEPHONE
 BJ1781'BOOTH, 7.7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND 1 FOOT
 BJ1781'BELOW THE LEVEL OF THE TRACK.
 BJ1781
 BJ1781                          STATION RECOVERY (1992)
 BJ1781
 BJ1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1781'1.7 KM (1.05 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BJ1781'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, NEAR THE NORTH END OF
 BJ1781'THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL REMOVED), 13.2 M
 BJ1781'(43.3 FT) NORTHEAST OF A SWITCH STAND, 10.6 M (34.8 FT) EAST OF THE
 BJ1781'NEAR RAIL, 10.1 M (33.1 FT) NORTHEAST OF A SIGNAL BOX, AND 0.5 M
 BJ1781'(1.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1171 ***********************************************************************
 BK1171  DESIGNATION -  Y 180
 BK1171  PID         -  BK1171
 BK1171  STATE/COUNTY-  LA/EVANGELINE
 BK1171  USGS QUAD   -  BEAVER (1968)
 BK1171
 BK1171                         *CURRENT SURVEY CONTROL
 BK1171  ___________________________________________________________________
 BK1171* NAD 83(1986)-  30 47 43.     (N)    092 34 19.     (W)     SCALED    
 BK1171* NAVD 88     -        29.99   (+/-2cm)      98.4    (feet)  VERTCON   
 BK1171  ___________________________________________________________________
 BK1171  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK1171
 BK1171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1171
 BK1171.The horizontal coordinates were scaled from a topographic map and have
 BK1171.an estimated accuracy of +/- 6 seconds.
 BK1171
 BK1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1171.The vertical order pertains to the NGVD 29 superseded value.
 BK1171
 BK1171.The geoid height was determined by GEOID03.
 BK1171
 BK1171;                    North         East    Units  Estimated Accuracy
 BK1171;SPC LA S     -   255,070.      881,460.      MT  (+/- 180 meters Scaled)
 BK1171
 BK1171                          SUPERSEDED SURVEY CONTROL
 BK1171
 BK1171  NGVD 29 (??/??/??)   29.956  (m)           98.28   (f) ADJUSTED    2 0
 BK1171
 BK1171.Superseded values are not recommended for survey control.
 BK1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1171.See file dsdata.txt to determine how the superseded data were derived.
 BK1171
 BK1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ409069(NAD 83)
 BK1171_MARKER: DB = BENCH MARK DISK
 BK1171_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1171_SP_SET: 76 FEET
 BK1171_STAMPING: Y 180 1961
 BK1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1171
 BK1171  HISTORY     - Date     Condition        Report By
 BK1171  HISTORY     - 1961     MONUMENTED       CGS
 BK1171
 BK1171                          STATION DESCRIPTION
 BK1171
 BK1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1171'6.15 MI SE FROM OAKDALE.
 BK1171'ABOUT 6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MISSOURI
 BK1171'PACIFIC RAILROAD STATION AT OAKDALE, IN SECTION 16, T 3 S, R 2 W, 85
 BK1171'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 52 FEET SOUTH OF THE
 BK1171'CENTER LINE OF STATE HIGHWAY 106, 171 FEET NORTHEAST OF THE CENTER OF
 BK1171'THE JUNCTION OF THE TWO HIGHWAYS, 9 1/2 FEET NORTHWEST OF A 26-INCH
 BK1171'OAK TREE, 8 1/2 FEET WEST OF A CONCRETE F. A. P. HIGHWAY MARK, 2 1/2
 BK1171'FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARK, 1.8 FEET EAST
 BK1171'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAYS,
 BK1171'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 BK1171'DEPTH OF 76 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 4
 BK1171'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1171 ***********************************************************************
 BX1171  DESIGNATION -  Y 181
 BX1171  PID         -  BX1171
 BX1171  STATE/COUNTY-  LA/RAPIDES
 BX1171  USGS QUAD   -  ELMER (1971)
 BX1171
 BX1171                         *CURRENT SURVEY CONTROL
 BX1171  ___________________________________________________________________
 BX1171* NAD 83(1986)-  31 08 47.     (N)    092 43 49.     (W)     SCALED    
 BX1171* NAVD 88     -        61.89   (+/-2cm)     203.1    (feet)  VERTCON   
 BX1171  ___________________________________________________________________
 BX1171  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BX1171
 BX1171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1171
 BX1171.The horizontal coordinates were scaled from a topographic map and have
 BX1171.an estimated accuracy of +/- 6 seconds.
 BX1171
 BX1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1171.The vertical order pertains to the NGVD 29 superseded value.
 BX1171
 BX1171.The geoid height was determined by GEOID03.
 BX1171
 BX1171;                    North         East    Units  Estimated Accuracy
 BX1171;SPC LA N     -    71,690.      978,040.      MT  (+/- 180 meters Scaled)
 BX1171
 BX1171                          SUPERSEDED SURVEY CONTROL
 BX1171
 BX1171  NGVD 29 (??/??/??)   61.893  (m)          203.06   (f) ADJUSTED    2 0
 BX1171
 BX1171.Superseded values are not recommended for survey control.
 BX1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1171.See file dsdata.txt to determine how the superseded data were derived.
 BX1171
 BX1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ257458(NAD 83)
 BX1171_MARKER: DB = BENCH MARK DISK
 BX1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1171_STAMPING: Y 181 1961
 BX1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1171+STABILITY: SURFACE MOTION
 BX1171
 BX1171  HISTORY     - Date     Condition        Report By
 BX1171  HISTORY     - 1961     MONUMENTED       CGS
 BX1171  HISTORY     - 1970     MARK NOT FOUND   USGS
 BX1171  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1171
 BX1171                          STATION DESCRIPTION
 BX1171
 BX1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1171'1.7 MI E FROM HINESTON.
 BX1171'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF THE
 BX1171'HIGHWAY AND STATE HIGHWAY 28 AT HINESTON, IN SECTION 13, T 3 N, R 4 W,
 BX1171'100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 86 FEET EAST OF A
 BX1171'28-INCH 3 FORKED OAK TREE INSIDE THE OAK HILL HIGH SCHOOL YARD, 29
 BX1171'FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK LEADING NORTH TO THE
 BX1171'HIGH SCHOOL, 1 1/2 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A
 BX1171'CONCRETE POST PROJECTING 1 INCH.  NOTE-- MARK SEEMS TO HAVE BEEN
 BX1171'DESTROYED OR BURIED BY AN ASPHALT PARKING LOT.
 BX1171
 BX1171                          STATION RECOVERY (1970)
 BX1171
 BX1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BX1171'MARK NOT FOUND.
 BX1171
 BX1171                          STATION RECOVERY (1999)
 BX1171
 BX1171'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0022 ***********************************************************************
 BK0022  DESIGNATION -  Y 182 RESET 1971
 BK0022  PID         -  BK0022
 BK0022  STATE/COUNTY-  LA/EVANGELINE
 BK0022  USGS QUAD   -  WHITEVILLE (1992)
 BK0022
 BK0022                         *CURRENT SURVEY CONTROL
 BK0022  ___________________________________________________________________
 BK0022* NAD 83(1986)-  30 45 30.     (N)    092 14 44.     (W)     SCALED    
 BK0022* NAVD 88     -        23.33   (+/-2cm)      76.5    (feet)  VERTCON   
 BK0022  ___________________________________________________________________
 BK0022  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK0022
 BK0022  VERT ORDER  -  THIRD (See Below)
 BK0022
 BK0022.The horizontal coordinates were scaled from a topographic map and have
 BK0022.an estimated accuracy of +/- 6 seconds.
 BK0022
 BK0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0022.The vertical order pertains to the NGVD 29 superseded value.
 BK0022
 BK0022.The geoid height was determined by GEOID03.
 BK0022
 BK0022;                    North         East    Units  Estimated Accuracy
 BK0022;SPC LA S     -   250,680.      912,660.      MT  (+/- 180 meters Scaled)
 BK0022
 BK0022                          SUPERSEDED SURVEY CONTROL
 BK0022
 BK0022  NGVD 29 (??/??/??)   23.30   (m)           76.4    (f) RESET       3  
 BK0022
 BK0022.Superseded values are not recommended for survey control.
 BK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0022.See file dsdata.txt to determine how the superseded data were derived.
 BK0022
 BK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ722030(NAD 83)
 BK0022_MARKER: DB = BENCH MARK DISK
 BK0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK0022_SP_SET: ROD
 BK0022_STAMPING: Y 182 RESET 1971
 BK0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK0022
 BK0022  HISTORY     - Date     Condition        Report By
 BK0022  HISTORY     - 1971     MONUMENTED       NGS
 BK0022
 BK0022                          STATION DESCRIPTION
 BK0022
 BK0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BK0022'6.0 MI N FROM VILLE PLATTE.
 BK0022'LOCATED 0.5 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0022'STATION IN VILLE PLATTE, THENCE 0.5 MILE EAST ALONG EAST LINCOLN
 BK0022'STREET, THENCE 5.0 MILES NORTH ALONG STATE HIGHWAY 29 TO THE MARK ON
 BK0022'THE LEFT, 0.15 MILE NORTH OF A BLACK TOP ROAD LEADING EAST, 270 FEET
 BK0022'NORTH OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST, 42 FEET WEST OF
 BK0022'THE CENTER OF THE ROAD, 2 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF
 BK0022'A METAL WITNESS POST, AND 41 FEET NORTH OF THE CENTER ONE OF THREE
 BK0022'VENTS FOR A GAS LINE, AND ON PROPERTY OWNED BY THE ST. LANDRY BANK IN
 BK0022'VILLE PLATTE.  IT IS A BENCH MARK DISK CRIMPED ON THE TOP OF A 4-FOOT
 BK0022'SECTION OF COPPER WELD ROD BOLTED TO A 10-INCH SQUARE IRON PLATE. THE
 BK0022'DISK AND ROD IS PROTECTED BY A 3 FOOT SECTION OF ORANGEBURG PIPE,
 BK0022'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1747 ***********************************************************************
 BJ1747  DESIGNATION -  Y 19
 BJ1747  PID         -  BJ1747
 BJ1747  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1747  USGS QUAD   -  AMITE (1974)
 BJ1747
 BJ1747                         *CURRENT SURVEY CONTROL
 BJ1747  ___________________________________________________________________
 BJ1747* NAD 83(1986)-  30 40 29.     (N)    090 30 28.     (W)     SCALED    
 BJ1747* NAVD 88     -        29.214  (meters)      95.85   (feet)  READJUSTED
 BJ1747  ___________________________________________________________________
 BJ1747  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ1747  DYNAMIC HT  -          29.180 (meters)      95.73  (feet)  COMP
 BJ1747  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ1747
 BJ1747  VERT ORDER  -  ?
 BJ1747
 BJ1747.The horizontal coordinates were scaled from a topographic map and have
 BJ1747.an estimated accuracy of +/- 6 seconds.
 BJ1747
 BJ1747.The orthometric height was determined by differential leveling
 BJ1747.and adjusted by the National Geodetic Survey in June 1991..
 BJ1747.The height was derived from older observations constrained to new
 BJ1747.heights in a crustal motion area.  The height is approximate in
 BJ1747.relation to other heights in its vicinity.
 BJ1747
 BJ1747.The geoid height was determined by GEOID03.
 BJ1747
 BJ1747.The dynamic height is computed by dividing the NAVD 88
 BJ1747.geopotential number by the normal gravity value computed on the
 BJ1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1747.degrees latitude (g = 980.6199 gals.).
 BJ1747
 BJ1747.The modeled gravity was interpolated from observed gravity values.
 BJ1747
 BJ1747;                    North         East    Units  Estimated Accuracy
 BJ1747;SPC LA S     -   241,350.    1,079,110.      MT  (+/- 180 meters Scaled)
 BJ1747
 BJ1747                          SUPERSEDED SURVEY CONTROL
 BJ1747
 BJ1747  NGVD 29 (??/??/??)   29.196  (m)           95.79   (f) ADJUSTED    1 1
 BJ1747
 BJ1747.Superseded values are not recommended for survey control.
 BJ1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1747.See file dsdata.txt to determine how the superseded data were derived.
 BJ1747
 BJ1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP387962(NAD 83)
 BJ1747_MARKER: DB = BENCH MARK DISK
 BJ1747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1747_SP_SET: ABUTMENT
 BJ1747_STAMPING: Y 19 1934 96.089
 BJ1747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1747
 BJ1747  HISTORY     - Date     Condition        Report By
 BJ1747  HISTORY     - 1934     MONUMENTED       CGS
 BJ1747  HISTORY     - 1969     GOOD             CGS
 BJ1747  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1747
 BJ1747                          STATION DESCRIPTION
 BJ1747
 BJ1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1747'2.8 MI N FROM INDEPENDENCE.
 BJ1747'ABOUT 2.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1747'STATION AT INDEPENDENCE, 0.1 MILE SOUTH OF MILEPOST 847, SET ON THE
 BJ1747'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT FOR AN 8-FOOT
 BJ1747'BRIDGE UNDER THE TRACK, 9 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET
 BJ1747'BELOW THE LEVEL OF THE TRACK.  SEC 28, T 4S, R 7E.  NOTE-- MARK MAY BE
 BJ1747'REACHED BY GOING 3.6 MILES SOUTH ALONG THE ICRR FROM THE STATION AT
 BJ1747'AMITE.
 BJ1747
 BJ1747                          STATION RECOVERY (1992)
 BJ1747
 BJ1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1747'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2314 ***********************************************************************
 BJ2314  DESIGNATION -  Y 201
 BJ2314  PID         -  BJ2314
 BJ2314  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2314  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2314
 BJ2314                         *CURRENT SURVEY CONTROL
 BJ2314  ___________________________________________________________________
 BJ2314* NAD 83(1986)-  30 29 50.     (N)    091 44 59.     (W)     SCALED    
 BJ2314* NAVD 88     -         9.28   (+/-2cm)      30.4    (feet)  VERTCON   
 BJ2314  ___________________________________________________________________
 BJ2314  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2314
 BJ2314  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2314
 BJ2314.The horizontal coordinates were scaled from a topographic map and have
 BJ2314.an estimated accuracy of +/- 6 seconds.
 BJ2314
 BJ2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2314.The vertical order pertains to the NGVD 29 superseded value.
 BJ2314
 BJ2314.The geoid height was determined by GEOID03.
 BJ2314
 BJ2314;                    North         East    Units  Estimated Accuracy
 BJ2314;SPC LA S     -   221,460.      960,030.      MT  (+/- 180 meters Scaled)
 BJ2314
 BJ2314                          SUPERSEDED SURVEY CONTROL
 BJ2314
 BJ2314  NGVD 29 (??/??/??)    9.297  (m)           30.50   (f) ADJUSTED    1 2
 BJ2314
 BJ2314.Superseded values are not recommended for survey control.
 BJ2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2314.See file dsdata.txt to determine how the superseded data were derived.
 BJ2314
 BJ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP199745(NAD 83)
 BJ2314_MARKER: DB = BENCH MARK DISK
 BJ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2314_STAMPING: Y 201 1964
 BJ2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2314+STABILITY: SURFACE MOTION
 BJ2314
 BJ2314  HISTORY     - Date     Condition        Report By
 BJ2314  HISTORY     - 1964     MONUMENTED       CGS
 BJ2314  HISTORY     - 1965     GOOD             CGS
 BJ2314
 BJ2314                          STATION DESCRIPTION
 BJ2314
 BJ2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2314'5.8 MI S FROM KROTZ SPRINGS.
 BJ2314'ABOUT 1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2314'STATION AT KROTZ SPRINGS, THENCE 4.7 MILES SOUTH ALONG STATE ROAD 975,
 BJ2314'AT A SHARP TURN IN A LEVEE, 32 FEET EAST OF THE CENTER LINE OF THE
 BJ2314'STATE ROAD, 2.0 FEET WEST OF A CREOSOTED WITNESS POST, AND SET IN THE
 BJ2314'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2245 ***********************************************************************
 BJ2245  DESIGNATION -  Y 203
 BJ2245  PID         -  BJ2245
 BJ2245  STATE/COUNTY-  LA/ST LANDRY
 BJ2245  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2245
 BJ2245                         *CURRENT SURVEY CONTROL
 BJ2245  ___________________________________________________________________
 BJ2245* NAD 83(1986)-  30 27 57.     (N)    091 57 02.     (W)     SCALED    
 BJ2245* NAVD 88     -         7.17   (+/-2cm)      23.5    (feet)  VERTCON   
 BJ2245  ___________________________________________________________________
 BJ2245  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2245
 BJ2245  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2245
 BJ2245.The horizontal coordinates were scaled from a topographic map and have
 BJ2245.an estimated accuracy of +/- 6 seconds.
 BJ2245
 BJ2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2245.The vertical order pertains to the NGVD 29 superseded value.
 BJ2245
 BJ2245.The geoid height was determined by GEOID03.
 BJ2245
 BJ2245;                    North         East    Units  Estimated Accuracy
 BJ2245;SPC LA S     -   218,060.      940,730.      MT  (+/- 180 meters Scaled)
 BJ2245
 BJ2245                          SUPERSEDED SURVEY CONTROL
 BJ2245
 BJ2245  NGVD 29 (??/??/??)    7.146  (m)           23.44   (f) ADJUSTED    1 2
 BJ2245
 BJ2245.Superseded values are not recommended for survey control.
 BJ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2245.See file dsdata.txt to determine how the superseded data were derived.
 BJ2245
 BJ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP007708(NAD 83)
 BJ2245_MARKER: DB = BENCH MARK DISK
 BJ2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2245_STAMPING: Y-203 - 1964
 BJ2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2245+STABILITY: SURFACE MOTION
 BJ2245
 BJ2245  HISTORY     - Date     Condition        Report By
 BJ2245  HISTORY     - 1964     MONUMENTED       CGS
 BJ2245  HISTORY     - 1973     GOOD             NGS
 BJ2245
 BJ2245                          STATION DESCRIPTION
 BJ2245
 BJ2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BJ2245'1.95 MI NW FROM LEONVILLE.
 BJ2245'ABOUT 6 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 31, FROM THE BRIDGE
 BJ2245'OVER BAYOU FUSILIER AT ARNAUDVILLE, OR ABOUT 1.95 MILES SOUTHEAST
 BJ2245'ALONG LOUSIANA HIGHWAY 31, FROM THE BRIDGE OVER BAYOU TECHE AT
 BJ2245'LEONVILLE, 69 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 BJ2245'LOUISIANA HIGHWAY 31 AND LOUISIANA HIGHWAY 741, 53 FEET EAST OF THE
 BJ2245'EXTENDED CENTERLINE OF LA. HIGHWAY 31, 4 FEET SOUTHEAST OF A POWER
 BJ2245'POLE, 1 FOOT SOUTH OF A WOODEN WITNESS POST.  DISK IN THE TOP OF A
 BJ2245'CONCRETE POST PROJECTING 6 INCHES.  1/4, SEC 6, T 7S, R 5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0746 ***********************************************************************
 BJ0746  DESIGNATION -  Y 204
 BJ0746  PID         -  BJ0746
 BJ0746  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0746  USGS QUAD   -  FORDOCHE (1969)
 BJ0746
 BJ0746                         *CURRENT SURVEY CONTROL
 BJ0746  ___________________________________________________________________
 BJ0746* NAD 83(1986)-  30 33 12.     (N)    091 31 11.     (W)     SCALED    
 BJ0746* NAVD 88     -         7.246  (meters)      23.77   (feet)  ADJUSTED  
 BJ0746  ___________________________________________________________________
 BJ0746  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BJ0746  DYNAMIC HT  -           7.236 (meters)      23.74  (feet)  COMP
 BJ0746  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ0746
 BJ0746  VERT ORDER  -  FIRST     CLASS I
 BJ0746
 BJ0746.The horizontal coordinates were scaled from a topographic map and have
 BJ0746.an estimated accuracy of +/- 6 seconds.
 BJ0746
 BJ0746.The orthometric height was determined by differential leveling
 BJ0746.and adjusted by the National Geodetic Survey in February 1994..
 BJ0746
 BJ0746.The geoid height was determined by GEOID03.
 BJ0746
 BJ0746.The dynamic height is computed by dividing the NAVD 88
 BJ0746.geopotential number by the normal gravity value computed on the
 BJ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0746.degrees latitude (g = 980.6199 gals.).
 BJ0746
 BJ0746.The modeled gravity was interpolated from observed gravity values.
 BJ0746
 BJ0746;                    North         East    Units  Estimated Accuracy
 BJ0746;SPC LA S     -   227,620.      982,120.      MT  (+/- 180 meters Scaled)
 BJ0746
 BJ0746                          SUPERSEDED SURVEY CONTROL
 BJ0746
 BJ0746  NAVD 88 (06/15/91)    7.275  (m)           23.87   (f) UNKNOWN     1 1
 BJ0746  NGVD 29 (??/??/??)    7.237  (m)           23.74   (f) ADJUSTED    1 1
 BJ0746
 BJ0746.Superseded values are not recommended for survey control.
 BJ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0746.See file dsdata.txt to determine how the superseded data were derived.
 BJ0746
 BJ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP419810(NAD 83)
 BJ0746_MARKER: DB = BENCH MARK DISK
 BJ0746_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0746_SP_SET: COPPER-CLAD STEEL ROD
 BJ0746_STAMPING: Y 204 1964
 BJ0746_MARK LOGO: CGS   
 BJ0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0746
 BJ0746  HISTORY     - Date     Condition        Report By
 BJ0746  HISTORY     - 1964     MONUMENTED       CGS
 BJ0746  HISTORY     - 1976     GOOD             NGS
 BJ0746  HISTORY     - 1986     GOOD             NGS
 BJ0746
 BJ0746                          STATION DESCRIPTION
 BJ0746
 BJ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0746'2.35 MI E FROM LIVONIA.
 BJ0746'ABOUT 2.35 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0746'EAST END OF THE RAILROAD TRESTLE OVER BAYOU GROSSE TETE AT LIVONIA AT
 BJ0746'AN ENTRANCE TO AN OIL FIELD, 54 FEET SOUTH OF THE CENTER LINE OF THE
 BJ0746'SOUTH RAIL, 20 FEET EAST OF THE CENTER LINE OF AN OIL FIELD ROAD, 12
 BJ0746'FEET EAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 1 1/2 FEET
 BJ0746'SOUTHEAST OF A FENCE, 1.5 FEET SOUTH OF A METAL FENCE, 1.5 FEET SOUTH
 BJ0746'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BJ0746'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 BJ0746'DRIVEN TO A DEPTH OF 80 FEET AND IS ENCASED IN A 4-INCH IRON PIPE
 BJ0746'WHICH PROJECTS 4 INCHES.
 BJ0746
 BJ0746                          STATION RECOVERY (1976)
 BJ0746
 BJ0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0746'2.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0746'HIGHWAY 77, AT THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH TO
 BJ0746'THE HERCULES DRILLING COMPANY, 204 FT. SOUTH OF THE CENTER LINE OF
 BJ0746'THE SOUTH LANES OF THE HIGHWAY, 54.2 FT. SOUTH OF THE SOUTH RAIL
 BJ0746'OF THE MISSOURI PACIFIC RAILROAD, 20 FT. EAST OF THE CENTER LINE OF
 BJ0746'THE ROAD, 12.0 FT. EAST OF THE NORTHEAST CORNER OF 2 STEEL RAIL
 BJ0746'CATTLEGUARD, 1.5 FT. SOUTH OF A FENCE. THE DISK IS 4-INCHES BELOW THE
 BJ0746'LEVEL OF THE GROUND.
 BJ0746
 BJ0746                          STATION RECOVERY (1986)
 BJ0746
 BJ0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0334 ***********************************************************************
 BJ0334  DESIGNATION -  Y 205
 BJ0334  PID         -  BJ0334
 BJ0334  STATE/COUNTY-  LA/ST LANDRY
 BJ0334  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0334
 BJ0334                         *CURRENT SURVEY CONTROL
 BJ0334  ___________________________________________________________________
 BJ0334* NAD 83(1986)-  30 32 50.     (N)    091 52 25.     (W)     SCALED    
 BJ0334* NAVD 88     -         9.039  (meters)      29.66   (feet)  ADJUSTED  
 BJ0334  ___________________________________________________________________
 BJ0334  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0334  DYNAMIC HT  -           9.028 (meters)      29.62  (feet)  COMP
 BJ0334  MODELED GRAV-     979,341.2   (mgal)                       NAVD 88
 BJ0334
 BJ0334  VERT ORDER  -  FIRST     CLASS I
 BJ0334
 BJ0334.The horizontal coordinates were scaled from a topographic map and have
 BJ0334.an estimated accuracy of +/- 6 seconds.
 BJ0334
 BJ0334.The orthometric height was determined by differential leveling
 BJ0334.and adjusted by the National Geodetic Survey in February 1994..
 BJ0334
 BJ0334.The geoid height was determined by GEOID03.
 BJ0334
 BJ0334.The dynamic height is computed by dividing the NAVD 88
 BJ0334.geopotential number by the normal gravity value computed on the
 BJ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0334.degrees latitude (g = 980.6199 gals.).
 BJ0334
 BJ0334.The modeled gravity was interpolated from observed gravity values.
 BJ0334
 BJ0334;                    North         East    Units  Estimated Accuracy
 BJ0334;SPC LA S     -   227,050.      948,160.      MT  (+/- 180 meters Scaled)
 BJ0334
 BJ0334                          SUPERSEDED SURVEY CONTROL
 BJ0334
 BJ0334  NAVD 88 (06/15/91)    9.056  (m)           29.71   (f) UNKNOWN     1 1
 BJ0334  NGVD 29 (??/??/??)    9.028  (m)           29.62   (f) ADJUSTED    1 1
 BJ0334
 BJ0334.Superseded values are not recommended for survey control.
 BJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0334.See file dsdata.txt to determine how the superseded data were derived.
 BJ0334
 BJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP080799(NAD 83)
 BJ0334_MARKER: DB = BENCH MARK DISK
 BJ0334_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ0334_SP_SET: BRIDGE ABUTMENT
 BJ0334_STAMPING: Y 205 1964
 BJ0334_MARK LOGO: CGS   
 BJ0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0334
 BJ0334  HISTORY     - Date     Condition        Report By
 BJ0334  HISTORY     - 1964     MONUMENTED       CGS
 BJ0334  HISTORY     - 1966     GOOD             CGS
 BJ0334  HISTORY     - 1976     GOOD             NGS
 BJ0334  HISTORY     - 1982     GOOD             LADTD
 BJ0334  HISTORY     - 1986     GOOD             NGS
 BJ0334
 BJ0334                          STATION DESCRIPTION
 BJ0334
 BJ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0334'5.4 MI E FROM PORT BARRE.
 BJ0334'ABOUT 5.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0334'STATION AT PORT BARRE, OR ABOUT 6.95 MILES WEST ALONG THE MISSOURI
 BJ0334'PACIFIC RAILROAD FROM THE STATION AT KROTZ SPRINGS, SET IN THE TOP OF
 BJ0334'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER
 BJ0334'BAYOU COURTABLEAU, 94 FEET NORTH OF THE NORTH RAIL, 18 FEET SOUTH OF
 BJ0334'THE SOUTH TRAFFIC LANE OF U.S. HIGHWAY 190, 61 FEET NORTH OF MILEPOST
 BJ0334'603, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF
 BJ0334'THE TRACK.
 BJ0334
 BJ0334                          STATION RECOVERY (1966)
 BJ0334
 BJ0334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BJ0334'RECOVERED IN GOOD CONDITION.
 BJ0334
 BJ0334                          STATION RECOVERY (1976)
 BJ0334
 BJ0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0334'7.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0334'POST OFFICE, AT THE SOUTH ONE OF TWO U.S. HIGHWAY 190 BRIDGES OVER
 BJ0334'BAYOU COURTABLEAU, DIRECTLY OPPOSTIE A RAILROAD BRIDGE, 95.3 FT NORTH
 BJ0334'OF THE NORTH RAIL OF THE TRACK, 20 FT SOUTH OF THE CENTER LINE OF
 BJ0334'THE SOUTH HIGHWAY LANES, IN THE TOP OF THE SOUTH END OF THE EAST
 BJ0334'CONCRETE ABUTMENT OF THE SOUTH MOST BRIDGE, 5.5 FT NORTH OF THE
 BJ0334'SOUTH END OF THE ABUTMENT.
 BJ0334
 BJ0334                          STATION RECOVERY (1982)
 BJ0334
 BJ0334'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ0334'THE MARK IS 11.91 KM (7.4 MI) WEST ALONG THE MISSOURI PACIFIC
 BJ0334'RAILROAD FROM THE POST OFFICE, AT THE SOUTH ONE OF TWO U.S. HIGHWAY
 BJ0334'190 BRIDGES OVER BAYOU COURTABLEAU, DIRECTLY OPPOSITE A RAILROAD
 BJ0334'BRIDGE, 31.3 METERS (95.3 FT) NORTH OF THE NORTH RAIL OF THE TRACK,
 BJ0334'6.6 METERS (20.0 FT) SOUTH OF THE CENTERLINE OF THE SOUTH HIGHWAY
 BJ0334'LANES, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 BJ0334'THE SOUTH MOST BRIDGE 1.8 METERS (55 FT) NORTH OF THE SOUTH END OF
 BJ0334'THE ABUTMENT.
 BJ0334
 BJ0334                          STATION RECOVERY (1986)
 BJ0334
 BJ0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0076 ***********************************************************************
 BJ0076  DESIGNATION -  Y 206
 BJ0076  PID         -  BJ0076
 BJ0076  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0076  USGS QUAD   -  PORT HUDSON (1994)
 BJ0076
 BJ0076                         *CURRENT SURVEY CONTROL
 BJ0076  ___________________________________________________________________
 BJ0076* NAD 83(1986)-  30 40 28.     (N)    091 21 08.     (W)     SCALED    
 BJ0076* NAVD 88     -        10.184  (meters)      33.41   (feet)  ADJUSTED  
 BJ0076  ___________________________________________________________________
 BJ0076  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0076  DYNAMIC HT  -          10.171 (meters)      33.37  (feet)  COMP
 BJ0076  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ0076
 BJ0076  VERT ORDER  -  FIRST     CLASS I
 BJ0076
 BJ0076.The horizontal coordinates were scaled from a topographic map and have
 BJ0076.an estimated accuracy of +/- 6 seconds.
 BJ0076
 BJ0076.The orthometric height was determined by differential leveling
 BJ0076.and adjusted by the National Geodetic Survey in February 1994..
 BJ0076
 BJ0076.The geoid height was determined by GEOID03.
 BJ0076
 BJ0076.The dynamic height is computed by dividing the NAVD 88
 BJ0076.geopotential number by the normal gravity value computed on the
 BJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0076.degrees latitude (g = 980.6199 gals.).
 BJ0076
 BJ0076.The modeled gravity was interpolated from observed gravity values.
 BJ0076
 BJ0076;                    North         East    Units  Estimated Accuracy
 BJ0076;SPC LA S     -   241,030.      998,190.      MT  (+/- 180 meters Scaled)
 BJ0076
 BJ0076                          SUPERSEDED SURVEY CONTROL
 BJ0076
 BJ0076  NAVD 88 (06/15/91)   10.217  (m)           33.52   (f) UNKNOWN     1 1
 BJ0076  NGVD 29 (??/??/??)   10.175  (m)           33.38   (f) ADJUSTED    1 1
 BJ0076
 BJ0076.Superseded values are not recommended for survey control.
 BJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0076.See file dsdata.txt to determine how the superseded data were derived.
 BJ0076
 BJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP578946(NAD 83)
 BJ0076_MARKER: DB = BENCH MARK DISK
 BJ0076_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0076_SP_SET: 88 FT.
 BJ0076_STAMPING: Y 206 1964
 BJ0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0076
 BJ0076  HISTORY     - Date     Condition        Report By
 BJ0076  HISTORY     - 1964     MONUMENTED       CGS
 BJ0076  HISTORY     - 1976     GOOD             NGS
 BJ0076
 BJ0076                          STATION DESCRIPTION
 BJ0076
 BJ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0076'12.0 MI NW FROM DEVALL.
 BJ0076'ABOUT 12.0 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM THE DEVALL
 BJ0076'ELEMENTARY SCHOOL AT DEVALL, OR ABOUT 2.5 MILES NORTH ALONG STATE
 BJ0076'HIGHWAY 10 FROM THE TEXAS AND PACIFIC RAILROAD STATION AT NEW ROADS,
 BJ0076'THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 10, THENCE 5.65 MILES
 BJ0076'SOUTHEAST ALONG STATE ROAD 981, THENCE 1.1 MILES SOUTH ALONG STATE
 BJ0076'HIGHWAY 415, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 136 FEET
 BJ0076'WEST OF THE CENTER LINE OF A DIRT LEVEE, 17 FEET SOUTH OF THE CENTER
 BJ0076'OF A WOODEN GATE, 1 1/2 FEET EAST OF A FENCE, 2.0 FEET EAST OF A
 BJ0076'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, A DISK
 BJ0076'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 BJ0076'OF 88 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 2
 BJ0076'INCHES.
 BJ0076
 BJ0076                          STATION RECOVERY (1976)
 BJ0076
 BJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0076'12.0 MILES NORTHWEST ALONG STATE HIGHWAY 415 FROM DEVALL ELEMENTARY
 BJ0076'SCHOOL AT DEVALL, 9.35 MILES SOUTHEAST OF POINTE COUPEE 0.05 MILE
 BJ0076'NORTH OF JUNCTION OF DRIVE LEADING WEST TO LA. ELEC. COOP. BIG CAJON
 BJ0076'NO.1 POWER PLANT, 34 FT EAST CENTER LINE OF HIGHWAY, 15 FT SOUTH OF
 BJ0076'CENTER LINE OF GRAVEL ROAD TO TOP OF LEVEE, 7.5 FT SOUTHWEST OF SOUTH
 BJ0076'END OF METAL GATE, 6.0 FT WEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0807 ***********************************************************************
 BJ0807  DESIGNATION -  Y 208
 BJ0807  PID         -  BJ0807
 BJ0807  STATE/COUNTY-  LA/IBERVILLE
 BJ0807  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0807
 BJ0807                         *CURRENT SURVEY CONTROL
 BJ0807  ___________________________________________________________________
 BJ0807* NAD 83(1986)-  30 16 59.     (N)    091 14 43.     (W)     SCALED    
 BJ0807* NAVD 88     -         6.118  (meters)      20.07   (feet)  ADJUSTED  
 BJ0807  ___________________________________________________________________
 BJ0807  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0807  DYNAMIC HT  -           6.110 (meters)      20.05  (feet)  COMP
 BJ0807  MODELED GRAV-     979,317.6   (mgal)                       NAVD 88
 BJ0807
 BJ0807  VERT ORDER  -  FIRST     CLASS I
 BJ0807
 BJ0807.The horizontal coordinates were scaled from a topographic map and have
 BJ0807.an estimated accuracy of +/- 6 seconds.
 BJ0807
 BJ0807.The orthometric height was determined by differential leveling
 BJ0807.and adjusted by the National Geodetic Survey in February 1994..
 BJ0807
 BJ0807.The geoid height was determined by GEOID03.
 BJ0807
 BJ0807.The dynamic height is computed by dividing the NAVD 88
 BJ0807.geopotential number by the normal gravity value computed on the
 BJ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0807.degrees latitude (g = 980.6199 gals.).
 BJ0807
 BJ0807.The modeled gravity was interpolated from observed gravity values.
 BJ0807
 BJ0807;                    North         East    Units  Estimated Accuracy
 BJ0807;SPC LA S     -   197,650.    1,008,470.      MT  (+/- 180 meters Scaled)
 BJ0807
 BJ0807                          SUPERSEDED SURVEY CONTROL
 BJ0807
 BJ0807  NGVD 29 (??/??/??)    6.129  (m)           20.11   (f) ADJUSTED    1 1
 BJ0807
 BJ0807.Superseded values are not recommended for survey control.
 BJ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0807.See file dsdata.txt to determine how the superseded data were derived.
 BJ0807
 BJ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP687514(NAD 83)
 BJ0807_MARKER: DB = BENCH MARK DISK
 BJ0807_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0807_SP_SET: 56 FT.
 BJ0807_STAMPING: Y 208 1964
 BJ0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0807
 BJ0807  HISTORY     - Date     Condition        Report By
 BJ0807  HISTORY     - 1964     MONUMENTED       CGS
 BJ0807  HISTORY     - 1976     GOOD             NGS
 BJ0807
 BJ0807                          STATION DESCRIPTION
 BJ0807
 BJ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0807'1.3 MI SW FROM PLAQUEMINE.
 BJ0807'ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BJ0807'AT PLAQUEMINE, THENCE 0.85 MILE SOUTHWEST ALONG BAYOU ROAD, THENCE
 BJ0807'0.15 MILE SOUTHWEST ALONG STATE ROAD 3066, 85 FEET WEST OF THE CENTER
 BJ0807'OF THE INTERSECTION OF THE ROAD AND OAK STREET, 79 FEET NORTHWEST OF
 BJ0807'THE CENTER LINE OF THE ROAD, 87 FEET NORTHEAST OF THE NORTHEAST CORNER
 BJ0807'OF A SERVICE STATION, 12 FEET SOUTHEAST OF THE SOUTHEAST BANK OF
 BJ0807'PLAQUEMINE BAYOU, 1.3 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT
 BJ0807'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BJ0807'THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS ENCASED IN A 5-INCH CAST
 BJ0807'IRON PIPE WHICH PROJECTS 3 INCHES.
 BJ0807
 BJ0807                          STATION RECOVERY (1976)
 BJ0807
 BJ0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0807'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU
 BJ0807'ROAD) FROM THE POST OFFICE, AT THE JUNCTION OF OAK STREET, 85 FT
 BJ0807'WEST OF THE CENTER OF THE JUNCTION, 79 FT NORTHWEST OF THE CENTER
 BJ0807'LINE OF THE HIGHWAY (BAYOU ROAD), 87.6 FT NORTHEAST OF THE NORTH
 BJ0807'CORNER OF A SERVICE STATION, 12 FT SOUTHEAST OF THE SOUTHEAST BANK OF
 BJ0807'THE PLAQUEMINE BAYOU, 28.5 FT NORTHWEST OF THE NORTHWEST ONE OF 4
 BJ0807'POSTS SUPPORTING A BILLBOARD, THE DISK IS 13 INCHES BELOW THE LEVEL OF
 BJ0807'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH CAST IRON PIPE
 BJ0807'10 INCHES BELOW LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2610 ***********************************************************************
 BJ2610  DESIGNATION -  Y 209
 BJ2610  PID         -  BJ2610
 BJ2610  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2610  USGS QUAD   -  INNIS (1994)
 BJ2610
 BJ2610                         *CURRENT SURVEY CONTROL
 BJ2610  ___________________________________________________________________
 BJ2610* NAD 83(1986)-  30 57 33.     (N)    091 38 48.     (W)     SCALED    
 BJ2610* NAVD 88     -        14.92   (+/-2cm)      49.0    (feet)  VERTCON   
 BJ2610  ___________________________________________________________________
 BJ2610  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ2610
 BJ2610  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2610
 BJ2610.The horizontal coordinates were scaled from a topographic map and have
 BJ2610.an estimated accuracy of +/- 6 seconds.
 BJ2610
 BJ2610.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2610.The vertical order pertains to the NGVD 29 superseded value.
 BJ2610
 BJ2610.The geoid height was determined by GEOID03.
 BJ2610
 BJ2610;                    North         East    Units  Estimated Accuracy
 BJ2610;SPC LA S     -   272,640.      970,060.      MT  (+/- 180 meters Scaled)
 BJ2610
 BJ2610                          SUPERSEDED SURVEY CONTROL
 BJ2610
 BJ2610  NGVD 29 (??/??/??)   14.900  (m)           48.88   (f) ADJUSTED    1 2
 BJ2610
 BJ2610.Superseded values are not recommended for survey control.
 BJ2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2610.See file dsdata.txt to determine how the superseded data were derived.
 BJ2610
 BJ2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ292258(NAD 83)
 BJ2610_MARKER: DB = BENCH MARK DISK
 BJ2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2610_STAMPING: Y 209 1964
 BJ2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2610+STABILITY: SURFACE MOTION
 BJ2610
 BJ2610  HISTORY     - Date     Condition        Report By
 BJ2610  HISTORY     - 1964     MONUMENTED       CGS
 BJ2610
 BJ2610                          STATION DESCRIPTION
 BJ2610
 BJ2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2610'6.05 MI W FROM ANGOLA.
 BJ2610'ABOUT 4.3 MILES SOUTHWEST ALONG THE LEVEE ROAD FROM THE HOSPITAL AT
 BJ2610'THE MAIN ENTRANCE TO THE ANGOLA STATE PRISON, THENCE 1.75 MILES
 BJ2610'NORTHWEST ALONG A GRAVELED ROAD ON THE TOP OF A LEVEE, 124 FEET
 BJ2610'SOUTHEAST OF THE CENTER LINE OF THE ROAD AT A SHARP CURVE, ABOUT 0.1
 BJ2610'MILE NORTH OF A SMALL GROVE OF TREES, 256 FEET NORTH OF A FENCE CORNER
 BJ2610'AT A SLIGHT JOG IN A FENCE LINE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET
 BJ2610'SOUTH OF A WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 BJ2610'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0897 ***********************************************************************
 BJ0897  DESIGNATION -  Y 21
 BJ0897  PID         -  BJ0897
 BJ0897  STATE/COUNTY-  LA/LIVINGSTON
 BJ0897  USGS QUAD   -  SATSUMA (1980)
 BJ0897
 BJ0897                         *CURRENT SURVEY CONTROL
 BJ0897  ___________________________________________________________________
 BJ0897* NAD 83(1986)-  30 30 12.     (N)    090 46 08.     (W)     SCALED    
 BJ0897* NAVD 88     -        12.582  (meters)      41.28   (feet)  ADJUSTED  
 BJ0897  ___________________________________________________________________
 BJ0897  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ0897  DYNAMIC HT  -          12.566 (meters)      41.23  (feet)  COMP
 BJ0897  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ0897
 BJ0897  VERT ORDER  -  FIRST     CLASS I
 BJ0897
 BJ0897.The horizontal coordinates were scaled from a topographic map and have
 BJ0897.an estimated accuracy of +/- 6 seconds.
 BJ0897
 BJ0897.The orthometric height was determined by differential leveling
 BJ0897.and adjusted by the National Geodetic Survey in February 1994..
 BJ0897
 BJ0897.The geoid height was determined by GEOID03.
 BJ0897
 BJ0897.The dynamic height is computed by dividing the NAVD 88
 BJ0897.geopotential number by the normal gravity value computed on the
 BJ0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0897.degrees latitude (g = 980.6199 gals.).
 BJ0897
 BJ0897.The modeled gravity was interpolated from observed gravity values.
 BJ0897
 BJ0897;                    North         East    Units  Estimated Accuracy
 BJ0897;SPC LA S     -   222,190.    1,054,180.      MT  (+/- 180 meters Scaled)
 BJ0897
 BJ0897                          SUPERSEDED SURVEY CONTROL
 BJ0897
 BJ0897  NAVD 88 (06/15/91)   12.629  (m)           41.43   (f) UNKNOWN     1 1
 BJ0897  NGVD 29 (??/??/??)   12.602  (m)           41.35   (f) ADJUSTED    1 1
 BJ0897
 BJ0897.Superseded values are not recommended for survey control.
 BJ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0897.See file dsdata.txt to determine how the superseded data were derived.
 BJ0897
 BJ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP141766(NAD 83)
 BJ0897_MARKER: DB = BENCH MARK DISK
 BJ0897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0897_SP_SET: CULVERT
 BJ0897_STAMPING: Y 21 1934 41.709
 BJ0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0897
 BJ0897  HISTORY     - Date     Condition        Report By
 BJ0897  HISTORY     - 1934     MONUMENTED       CGS
 BJ0897  HISTORY     - 1976     GOOD             NGS
 BJ0897
 BJ0897                          STATION DESCRIPTION
 BJ0897
 BJ0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0897'1.2 MI WEST FROM LIVINGSTON.
 BJ0897'1.2 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0897'HIGHWAY 63 (FROST ROAD), 154.5 FT EAST OF THE EAST END  OF A CONCRETE
 BJ0897'BRIDGE OVER COLYELL CREEK, 22 FT NORTH OF THE CENTER LINE OF THE
 BJ0897'HIGHWAY, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL
 BJ0897'OF A LARGE CULVERT, 0.5 FT WEST OF THE EAST END OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2510 ***********************************************************************
 BJ2510  DESIGNATION -  Y 218
 BJ2510  PID         -  BJ2510
 BJ2510  STATE/COUNTY-  LA/ST MARTIN
 BJ2510  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2510
 BJ2510                         *CURRENT SURVEY CONTROL
 BJ2510  ___________________________________________________________________
 BJ2510* NAD 83(1986)-  30 23 11.     (N)    091 41 25.     (W)     SCALED    
 BJ2510* NAVD 88     -         8.30   (+/-2cm)      27.2    (feet)  VERTCON   
 BJ2510  ___________________________________________________________________
 BJ2510  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2510
 BJ2510  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2510
 BJ2510.The horizontal coordinates were scaled from a topographic map and have
 BJ2510.an estimated accuracy of +/- 6 seconds.
 BJ2510
 BJ2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2510.The vertical order pertains to the NGVD 29 superseded value.
 BJ2510
 BJ2510.The geoid height was determined by GEOID03.
 BJ2510
 BJ2510;                    North         East    Units  Estimated Accuracy
 BJ2510;SPC LA S     -   209,150.      965,700.      MT  (+/- 180 meters Scaled)
 BJ2510
 BJ2510                          SUPERSEDED SURVEY CONTROL
 BJ2510
 BJ2510  NGVD 29 (??/??/??)    8.310  (m)           27.26   (f) ADJUSTED    1 2
 BJ2510
 BJ2510.Superseded values are not recommended for survey control.
 BJ2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2510.See file dsdata.txt to determine how the superseded data were derived.
 BJ2510
 BJ2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP258623(NAD 83)
 BJ2510_MARKER: DB = BENCH MARK DISK
 BJ2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2510_STAMPING: Y 218 1965
 BJ2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2510+STABILITY: SURFACE MOTION
 BJ2510
 BJ2510  HISTORY     - Date     Condition        Report By
 BJ2510  HISTORY     - 1965     MONUMENTED       CGS
 BJ2510
 BJ2510                          STATION DESCRIPTION
 BJ2510
 BJ2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2510'9.9 MI N FROM BUTTE LA ROSE.
 BJ2510'ABOUT 9.9 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT
 BJ2510'LANDING AT BUTTE LA ROSE, IN S6, T8S, R8E, AT A SHARP CURVE IN THE
 BJ2510'LEVEE AND ROAD, 86 FEET NORTHEAST OF AND ACROSS THE LEVEE FROM THE
 BJ2510'CENTER LINE OF THE ROAD, 38 FEET NORTHWEST OF THE CENTER LINE OF A
 BJ2510'ROAD CROSSING OVER THE LEVEE AND LEADING NORTHEAST TO THE ATCHAFALAYA
 BJ2510'RIVER, 29 FEET NORTHEAST OF THE CENTER AND TOP OF THE LEVEE, 1.7 FEET
 BJ2510'SOUTHEAST OF A CREOSOTED WITNESS POST, ABOUT 6 FEET BELOW THE TOP OF
 BJ2510'THE LEVEE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BH1422 ***********************************************************************
 BH1422  DESIGNATION -  Y 22
 BH1422  PID         -  BH1422
 BH1422  STATE/COUNTY-  LA/WASHINGTON
 BH1422  USGS QUAD   -  SUN (1983)
 BH1422
 BH1422                         *CURRENT SURVEY CONTROL
 BH1422  ___________________________________________________________________
 BH1422* NAD 83(1986)-  30 43 18.     (N)    089 52 51.     (W)     SCALED    
 BH1422* NAVD 88     -        27.228  (meters)      89.33   (feet)  ADJUSTED  
 BH1422  ___________________________________________________________________
 BH1422  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1422  DYNAMIC HT  -          27.192 (meters)      89.21  (feet)  COMP
 BH1422  MODELED GRAV-     979,334.3   (mgal)                       NAVD 88
 BH1422
 BH1422  VERT ORDER  -  SECOND    CLASS 0
 BH1422
 BH1422.The horizontal coordinates were scaled from a topographic map and have
 BH1422.an estimated accuracy of +/- 6 seconds.
 BH1422
 BH1422.The orthometric height was determined by differential leveling
 BH1422.and adjusted by the National Geodetic Survey in February 1994..
 BH1422
 BH1422.The geoid height was determined by GEOID03.
 BH1422
 BH1422.The dynamic height is computed by dividing the NAVD 88
 BH1422.geopotential number by the normal gravity value computed on the
 BH1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1422.degrees latitude (g = 980.6199 gals.).
 BH1422
 BH1422.The modeled gravity was interpolated from observed gravity values.
 BH1422
 BH1422;                    North         East    Units  Estimated Accuracy
 BH1422;SPC LA S     -   247,150.    1,139,120.      MT  (+/- 180 meters Scaled)
 BH1422
 BH1422                          SUPERSEDED SURVEY CONTROL
 BH1422
 BH1422  NGVD 29 (??/??/??)   27.313  (m)           89.61   (f) ADJUSTED    2 0
 BH1422
 BH1422.Superseded values are not recommended for survey control.
 BH1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1422.See file dsdata.txt to determine how the superseded data were derived.
 BH1422
 BH1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV241023(NAD 83)
 BH1422_MARKER: DB = BENCH MARK DISK
 BH1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1422_STAMPING: 90 Y 22 1934
 BH1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1422+STABILITY: SURFACE MOTION
 BH1422
 BH1422  HISTORY     - Date     Condition        Report By
 BH1422  HISTORY     - 1934     MONUMENTED       CGS
 BH1422  HISTORY     - 1955     GOOD             CGS
 BH1422  HISTORY     - 1980     MARK NOT FOUND   USGS
 BH1422
 BH1422                          STATION DESCRIPTION
 BH1422
 BH1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1422'2.0 MI N FROM RIO.
 BH1422'2.0 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH1422'STATION AT RIO, WASHINGTON PARISH, 6 POLES SOUTH OF MILEPOST 67, AT A
 BH1422'GRAVEL-ROAD CROSSING, 63 FEET WEST OF THE WEST RAIL, 18 FEET SOUTH OF
 BH1422'THE CENTERLINE OF THE GRAVEL ROAD, 12 FEET WEST OF A CROSSING-WARNING
 BH1422'SIGN, 112 FEET SOUTHWEST OF POLE 1179, 54 FEET EAST OF A POWER-LINE
 BH1422'POLE, 35 FEET EAST OF A FENCE CORNER, AND LEVEL WITH THE ROAD.  A
 BH1422'STANDARD DISK, STAMPED 90 Y 22 1934 AND SET IN THE TOP OF A CONCRETE
 BH1422'POST FLUSH WITH THE GROUND.
 BH1422
 BH1422                          STATION RECOVERY (1980)
 BH1422
 BH1422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BH1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1433 ***********************************************************************
 AU1433  DESIGNATION -  Y 227
 AU1433  PID         -  AU1433
 AU1433  STATE/COUNTY-  LA/TERREBONNE
 AU1433  USGS QUAD   -  HOUMA (1980)
 AU1433
 AU1433                         *CURRENT SURVEY CONTROL
 AU1433  ___________________________________________________________________
 AU1433* NAD 83(1992)-  29 34 30.47624(N)    090 44 37.29541(W)     ADJUSTED  
 AU1433* NAVD 88     -         3.   **(meters)      10.   **(feet)  SCALED    
 AU1433  **This station is located in a subsidence area (see below).
 AU1433  ___________________________________________________________________
 AU1433  X           -     -72,057.592 (meters)                     COMP
 AU1433  Y           -  -5,551,165.710 (meters)                     COMP
 AU1433  Z           -   3,129,489.089 (meters)                     COMP
 AU1433  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU1433  ELLIP HEIGHT-         -22.87  (meters)          (02/21/02) GPS OBS
 AU1433  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AU1433  DYNAMIC HT  -           2.5   (meters)       8.    (feet)  COMP
 AU1433  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 AU1433
 AU1433  HORZ ORDER  -  FIRST
 AU1433  VERT ORDER  -  THIRD (See Below)
 AU1433  ELLP ORDER  -  FIFTH     CLASS I
 AU1433
 AU1433.The horizontal coordinates were established by GPS observations
 AU1433.and adjusted by the National Geodetic Survey in December 1998..
 AU1433
 AU1433 ** The orthometric height has not been validated since last determined
 AU1433 ** by differential leveling and should not be used for control purposes.
 AU1433 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1433 ** area with valid NAVD 88 orthometric heights.
 AU1433 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1433 ** epoch indicated which incorporates improved geoid heights for the
 AU1433 ** Southern Louisiana Subsidence area.
 AU1433 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1433.The orthometric height was scaled from a topographic map.
 AU1433.The vertical order pertains to the first NAVD 88 superseded value.
 AU1433
 AU1433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1433
 AU1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1433
 AU1433.The ellipsoidal height was determined by GPS observations
 AU1433.and is referenced to NAD 83.
 AU1433
 AU1433.The geoid height was determined by GEOID03.
 AU1433
 AU1433.The dynamic height is computed by dividing the NAVD 88
 AU1433.geopotential number by the normal gravity value computed on the
 AU1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1433.degrees latitude (g = 980.6199 gals.).
 AU1433
 AU1433.The modeled gravity was interpolated from observed gravity values.
 AU1433
 AU1433;                    North         East     Units Scale Factor Converg.
 AU1433;SPC LA S     -   119,320.359 1,057,130.037   MT  0.99995317   +0 17 41.4
 AU1433;SPC LA S     -   391,470.21  3,468,267.46   sFT  0.99995317   +0 17 41.4
 AU1433;UTM  15      - 3,273,832.865   718,565.742   MT  1.00018947   +1 06 50.7
 AU1433
 AU1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1433!SPC LA S     -   1.00000359  x   0.99995317  =   0.99995676
 AU1433!UTM  15      -   1.00000359  x   1.00018947  =   1.00019306
 AU1433
 AU1433                          SUPERSEDED SURVEY CONTROL
 AU1433
 AU1433  ELLIP H (12/17/98)  -22.83   (m)                       GP(       ) 4 2
 AU1433  NAVD 88 (06/15/91)    2.615  (m)            8.58   (f) UNKNOWN     1 2
 AU1433  NGVD 29 (??/??/??)    2.647  (m)            8.68   (f) ADJUSTED    1 2
 AU1433
 AU1433.Superseded values are not recommended for survey control.
 AU1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1433.See file dsdata.txt to determine how the superseded data were derived.
 AU1433
 AU1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN1856673833(NAD 83)
 AU1433_MARKER: DB = BENCH MARK DISK
 AU1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1433_SP_SET: CONCRETE POST
 AU1433_STAMPING: Y 227 1965
 AU1433_MARK LOGO: CGS   
 AU1433_PROJECTION: FLUSH
 AU1433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1433+STABILITY: SURFACE MOTION
 AU1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1433+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 AU1433
 AU1433  HISTORY     - Date     Condition        Report By
 AU1433  HISTORY     - 1965     MONUMENTED       CGS
 AU1433  HISTORY     - 1982     GOOD             NGS
 AU1433  HISTORY     - 19930303 GOOD             NGS
 AU1433  HISTORY     - 19950103 GOOD             MPHI
 AU1433  HISTORY     - 20040621 GOOD             DEWDAV
 AU1433
 AU1433                          STATION DESCRIPTION
 AU1433
 AU1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1433'3.2 MI SW FROM HOUMA.
 AU1433'0.2 MILE EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1433'THENCE 3.05 MILES WEST ALONG U.S. HIGHWAY 90, IN FRACTIONAL SECTION
 AU1433'104, T 17 S, R 17 E, 120 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AU1433'IN THE CENTER OF A NARROW TRAFFIC ISLAND OF EL PASO DRIVE, 66 FEET
 AU1433'NORTH OF THE EXTENDED CENTER LINE OF LAREDO DRIVE, 65 FEET EAST OF THE
 AU1433'NORTHEAST CORNER OF A BRICK HOUSE, 38 FEET SOUTH OF THE INSIDE CORNER
 AU1433'OF THE CONCRETE CURB AT THE NORTH END OF THE TRAFFIC ISLAND, ABOUT 1/2
 AU1433'FOOT ABOVE THE LEVEL OF EL PASO DRIVE, SET IN THE TOP OF A CONCRETE
 AU1433'POST FLUSH WITH THE GROUND.
 AU1433
 AU1433                          STATION RECOVERY (1982)
 AU1433
 AU1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1433'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AU1433'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.6 KILOMETERS
 AU1433'(2.85 MILES) SOUTHWEST ALONG BARROW STREET (U.S. HIGHWAY 90) FROM THE
 AU1433'INTERSECTION OF EAST MAIN STREET IN HOUMA, TO THE JUNCTION OF EL PASO
 AU1433'BOULEVARD AND THE MARK ON THE LEFT, IN THE CENTER OF THE GRASSY MEDUIM
 AU1433'OF EL PASO BOULEVARD, 36.57 METERS (120.0 FEET) SOUTH OF THE CENTER
 AU1433'LINE OF THE HIGHWAY, 20.11 METERS (66.0 FEET) NORTH OF THE EXTENDED
 AU1433'CENTER LINE OF LAREDO DRIVE, 11.58 METERS (38.0 FEET) SOUTH OF THE
 AU1433'NORTH END OF THE CONCRETE CURBING AROUND THE GRASSY MEDUIM OF EL PASO
 AU1433'BOULEVARD.
 AU1433'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AU1433
 AU1433                          STATION RECOVERY (1993)
 AU1433
 AU1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1433'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE
 AU1433'IN HOUMA, THENCE 4.6 KM (2.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY
 AU1433'90, 36.6 M (120.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.1 M
 AU1433'(65.9 FT) NORTH OF THE EXTENDED CENTER OF LAREDO DRIVE, 11.6 M (38.1
 AU1433'FT) SOUTH OF THE NORTH CURB OF A MEDIAN OF EL PASO BOULEVARD, 4.0 M
 AU1433'(13.1 FT) WEST OF THE CENTER OF THE NORTHBOUND LANE OF THE BOULEVARD,
 AU1433'3.6 M (11.8 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANE OF THE
 AU1433'BOULEVARD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 AU1433'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7
 AU1433'FT) BELOW THE GROUND SURFACE.
 AU1433
 AU1433                          STATION RECOVERY (1995)
 AU1433
 AU1433'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1433'RECOVERED AS DESCRIBED.
 AU1433
 AU1433                          STATION RECOVERY (2004)
 AU1433
 AU1433'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AU1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2188 ***********************************************************************
 CP2188  DESIGNATION -  Y 23
 CP2188  PID         -  CP2188
 CP2188  STATE/COUNTY-  LA/MOREHOUSE
 CP2188  USGS QUAD   -  BONITA SW (1988)
 CP2188
 CP2188                         *CURRENT SURVEY CONTROL
 CP2188  ___________________________________________________________________
 CP2188* NAD 83(1986)-  32 46 08.     (N)    091 43 16.     (W)     SCALED    
 CP2188* NAVD 88     -        29.009  (meters)      95.17   (feet)  ADJUSTED  
 CP2188  ___________________________________________________________________
 CP2188  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CP2188  DYNAMIC HT  -          28.977 (meters)      95.07  (feet)  COMP
 CP2188  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 CP2188
 CP2188  VERT ORDER  -  SECOND    CLASS 0
 CP2188
 CP2188.The horizontal coordinates were scaled from a topographic map and have
 CP2188.an estimated accuracy of +/- 6 seconds.
 CP2188
 CP2188.The orthometric height was determined by differential leveling
 CP2188.and adjusted by the National Geodetic Survey in June 1991..
 CP2188
 CP2188.The geoid height was determined by GEOID03.
 CP2188
 CP2188.The dynamic height is computed by dividing the NAVD 88
 CP2188.geopotential number by the normal gravity value computed on the
 CP2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2188.degrees latitude (g = 980.6199 gals.).
 CP2188
 CP2188.The modeled gravity was interpolated from observed gravity values.
 CP2188
 CP2188;                    North         East    Units  Estimated Accuracy
 CP2188;SPC LA N     -   251,840.    1,072,980.      MT  (+/- 180 meters Scaled)
 CP2188
 CP2188                          SUPERSEDED SURVEY CONTROL
 CP2188
 CP2188  NGVD 29 (??/??/92)   29.078  (m)           95.40   (f) ADJ UNCH    2 0
 CP2188
 CP2188.Superseded values are not recommended for survey control.
 CP2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2188.See file dsdata.txt to determine how the superseded data were derived.
 CP2188
 CP2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS197263(NAD 83)
 CP2188_MARKER: DB = BENCH MARK DISK
 CP2188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP2188_SP_SET: CULVERT
 CP2188_STAMPING: Y 23 1935
 CP2188_MARK LOGO: CGS   
 CP2188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2188
 CP2188  HISTORY     - Date     Condition        Report By
 CP2188  HISTORY     - 1935     MONUMENTED       CGS
 CP2188  HISTORY     - 1976     GOOD             LADTD
 CP2188  HISTORY     - 1986     GOOD             LADTD
 CP2188
 CP2188                          STATION DESCRIPTION
 CP2188
 CP2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2188'4.2 MI E FROM MER ROUGE.
 CP2188'4.2 MILES EAST OF, ALONG ST. HWY. 11, FROM CATHOLIC CHURCH. BRONZE
 CP2188'TABLET IN SOUTH HEADWALL OF HIGHWAY CULVERT.  ABOUT .4 MILE WEST OF
 CP2188'SMALL WHITE SCHOOL HOUSE WITH TIN ROOF, ON SOUTH SIDE OF HIGHWAY. 20
 CP2188'FEET NORTH OF FENCE.  18 FEET SOUTH OF CENTERLINE OF ST. HWY. 11. 2
 CP2188'FEET BELOW LEVEL OF HIGHWAY.
 CP2188
 CP2188                          STATION RECOVERY (1976)
 CP2188
 CP2188'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CP2188'RECOVERED IN GOOD CONDITION.
 CP2188
 CP2188                          STATION RECOVERY (1986)
 CP2188
 CP2188'RECOVERY NOTE BY LA TRANSP AND DEV 1986
 CP2188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0031 ***********************************************************************
 BX0031  DESIGNATION -  Y 230
 BX0031  PID         -  BX0031
 BX0031  STATE/COUNTY-  LA/GRANT
 BX0031  USGS QUAD   -  POLLOCK (1985)
 BX0031
 BX0031                         *CURRENT SURVEY CONTROL
 BX0031  ___________________________________________________________________
 BX0031* NAD 83(1986)-  31 37 27.     (N)    092 25 34.     (W)     SCALED    
 BX0031* NAVD 88     -        42.02   (+/-2cm)     137.9    (feet)  VERTCON   
 BX0031  ___________________________________________________________________
 BX0031  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BX0031
 BX0031  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0031
 BX0031.The horizontal coordinates were scaled from a topographic map and have
 BX0031.an estimated accuracy of +/- 6 seconds.
 BX0031
 BX0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0031.The vertical order pertains to the NGVD 29 superseded value.
 BX0031
 BX0031.The geoid height was determined by GEOID03.
 BX0031
 BX0031;                    North         East    Units  Estimated Accuracy
 BX0031;SPC LA N     -   124,640.    1,007,010.      MT  (+/- 180 meters Scaled)
 BX0031
 BX0031                          SUPERSEDED SURVEY CONTROL
 BX0031
 BX0031  NGVD 29 (??/??/??)   42.022  (m)          137.87   (f) ADJUSTED    1 2
 BX0031
 BX0031.Superseded values are not recommended for survey control.
 BX0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0031.See file dsdata.txt to determine how the superseded data were derived.
 BX0031
 BX0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ544989(NAD 83)
 BX0031_MARKER: DB = BENCH MARK DISK
 BX0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0031_STAMPING: Y 230 1965
 BX0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0031+STABILITY: SURFACE MOTION
 BX0031
 BX0031  HISTORY     - Date     Condition        Report By
 BX0031  HISTORY     - 1965     MONUMENTED       CGS
 BX0031  HISTORY     - 1966     GOOD             CGS
 BX0031
 BX0031                          STATION DESCRIPTION
 BX0031
 BX0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0031'8.2 MI N FROM POLLOCK.
 BX0031'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE POST OFFICE AT
 BX0031'POLLOCK, THENCE 7.15 MILES NORTH ALONG STATE HIGHWAY 524, IN SECTION
 BX0031'36, T 8 N, R 1 W, 84 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 BX0031'SANDY BRANCH ROAD LEADING WEST, 63 FEET WEST OF THE CENTER LINE OF THE
 BX0031'HIGHWAY, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST
 BX0031'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 BX0031'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1317 ***********************************************************************
 AU1317  DESIGNATION -  Y 233
 AU1317  PID         -  AU1317
 AU1317  STATE/COUNTY-  LA/TERREBONNE
 AU1317  USGS QUAD   -  LAKE QUITMAN (1994)
 AU1317
 AU1317                         *CURRENT SURVEY CONTROL
 AU1317  ___________________________________________________________________
 AU1317* NAD 83(1992)-  29 19 09.93669(N)    090 38 44.82437(W)     ADJUSTED  
 AU1317* NAVD 88     -         1.   **(meters)       3.   **(feet)  SCALED    
 AU1317  **This station is located in a subsidence area (see below).
 AU1317  ___________________________________________________________________
 AU1317  X           -     -62,728.540 (meters)                     COMP
 AU1317  Y           -  -5,565,212.798 (meters)                     COMP
 AU1317  Z           -   3,104,807.052 (meters)                     COMP
 AU1317  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AU1317  ELLIP HEIGHT-         -24.19  (meters)          (02/21/02) GPS OBS
 AU1317  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AU1317  DYNAMIC HT  -           0.5   (meters)       2.    (feet)  COMP
 AU1317  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 AU1317
 AU1317  HORZ ORDER  -  FIRST
 AU1317  VERT ORDER  -  THIRD (See Below)
 AU1317  ELLP ORDER  -  FIFTH     CLASS I
 AU1317
 AU1317.The horizontal coordinates were established by GPS observations
 AU1317.and adjusted by the National Geodetic Survey in December 1998..
 AU1317
 AU1317 ** The orthometric height has not been validated since last determined
 AU1317 ** by differential leveling and should not be used for control purposes.
 AU1317 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU1317 ** area with valid NAVD 88 orthometric heights.
 AU1317 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1317 ** epoch indicated which incorporates improved geoid heights for the
 AU1317 ** Southern Louisiana Subsidence area.
 AU1317 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1317.The orthometric height was scaled from a topographic map.
 AU1317.The vertical order pertains to the first NAVD 88 superseded value.
 AU1317
 AU1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1317
 AU1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1317
 AU1317.The ellipsoidal height was determined by GPS observations
 AU1317.and is referenced to NAD 83.
 AU1317
 AU1317.The geoid height was determined by GEOID03.
 AU1317
 AU1317.The dynamic height is computed by dividing the NAVD 88
 AU1317.geopotential number by the normal gravity value computed on the
 AU1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1317.degrees latitude (g = 980.6199 gals.).
 AU1317
 AU1317.The modeled gravity was interpolated from observed gravity values.
 AU1317
 AU1317;                    North         East     Units Scale Factor Converg.
 AU1317;SPC LA S     -    91,031.300 1,066,786.322   MT  0.99999594   +0 20 37.6
 AU1317;SPC LA S     -   298,658.52  3,499,948.12   sFT  0.99999594   +0 20 37.6
 AU1317;UTM  15      - 3,245,677.050   728,625.619   MT  1.00024502   +1 09 11.9
 AU1317
 AU1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1317!SPC LA S     -   1.00000380  x   0.99999594  =   0.99999974
 AU1317!UTM  15      -   1.00000380  x   1.00024502  =   1.00024882
 AU1317
 AU1317|---------------------------------------------------------------------|
 AU1317| PID    Reference Object                     Distance      Geod. Az  |
 AU1317|                                                           dddmmss.s |
 AU1317| AH6345 Y 233 AZ MK                         325.536 METERS 19807     |
 AU1317|---------------------------------------------------------------------|
 AU1317
 AU1317                          SUPERSEDED SURVEY CONTROL
 AU1317
 AU1317  ELLIP H (12/17/98)  -24.19   (m)                       GP(       ) 4 2
 AU1317  NAVD 88 (12/17/98)    0.52   (m)            1.7    (f) LEVELING    3  
 AU1317  NGVD 29 (??/??/??)    0.454  (m)            1.49   (f) ADJUSTED    1 2
 AU1317
 AU1317.Superseded values are not recommended for survey control.
 AU1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1317.See file dsdata.txt to determine how the superseded data were derived.
 AU1317
 AU1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2862645677(NAD 83)
 AU1317_MARKER: DB = BENCH MARK DISK
 AU1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1317_SP_SET: CONCRETE POST
 AU1317_STAMPING: Y 233 1965
 AU1317_MARK LOGO: CGS   
 AU1317_PROJECTION: FLUSH
 AU1317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1317+STABILITY: SURFACE MOTION
 AU1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1317+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1995
 AU1317
 AU1317  HISTORY     - Date     Condition        Report By
 AU1317  HISTORY     - 1965     MONUMENTED       CGS
 AU1317  HISTORY     - 1966     GOOD             CGS
 AU1317  HISTORY     - 19930315 GOOD             LADTD
 AU1317  HISTORY     - 19950103 GOOD             MPHI
 AU1317
 AU1317                          STATION DESCRIPTION
 AU1317
 AU1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AU1317'10.95 MI S FROM CHAUVIN.
 AU1317'ABOUT 10.95 MILES SOUTH ALONG STATE HIGHWAY 56 FROM THE ST. JOSEPH
 AU1317'CHURCH AT CHAUVIN, IN FRACTIONAL SECTION 103, T 20S, R 18 E, 0.9 MILE
 AU1317'SOUTH OF A CONCRETE HIGHWAY BRIDGE OVER ROBINSON CANAL, 52 FEET EAST
 AU1317'OF THE CENTER LINE OF THE HIGHWAY, 58 FEET SOUTHWEST OF THE SOUTHWEST
 AU1317'CORNER OF A SMALL FRAME HOUSE, 23 FEET SOUTH OF THE CENTER LINE OF A
 AU1317'SHELLED DRIVEWAY, 1 1/2 FEET WEST OF A YARD FENCE, ABOUT 3 1/2 FEET
 AU1317'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AU1317'PROJECTING 1 INCH.
 AU1317
 AU1317                          STATION RECOVERY (1993)
 AU1317
 AU1317'RECOVERY NOTE BY LA TRANSP AND DEV 1993
 AU1317'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTH-SOUTHEAST OF
 AU1317'HOUMA, 8.0 MI (12.9 KM) WEST OF CHAUVIN AND 6.0 MI (9.7 KM) NORTH OF
 AU1317'COCODRIE.  OWNERSHIP--MR IRVIN HEBERT.  TO REACH THE STATION FROM THE
 AU1317'JUNCTION OF STATE HIGHWAYS 56 AND 57, ABOUT 5.0 NORTH OF COCODRIE, GO
 AU1317'NORTH FOR 0.8 MI (1.3 KM) ON HIGHWAY 56 TO THE STATION ON THE RIGHT
 AU1317'SET IN FRONT OF HOUSE NUMBER 7116 HIGHWAY 56.  THE STATION IS 110.5
 AU1317'FT (33.7 M) SOUTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE JUNCTION
 AU1317'BOX NUMBER 218.5, 53.0 FT (16.2 M) EAST FROM THE CENTER OF THE
 AU1317'HIGHWAY, 48.0 FT (14.6 M) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 AU1317'A SCREENED IN PORCH OF A WOOD FRAME HOUSE, RECESSED 2 INCHES BELOW
 AU1317'THE GROUND SURFACE AND ABOUT 2.5 FT (0.8 M) BELOW THE LEVEL OF THE
 AU1317'HIGHWAY.
 AU1317
 AU1317                          STATION RECOVERY (1995)
 AU1317
 AU1317'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (CSD)
 AU1317'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6345 ***********************************************************************
 AH6345  DESIGNATION -  Y 233 AZ MK
 AH6345  PID         -  AH6345
 AH6345  STATE/COUNTY-  LA/TERREBONNE
 AH6345  USGS QUAD   -  LAKE QUITMAN (1994)
 AH6345
 AH6345                         *CURRENT SURVEY CONTROL
 AH6345  ___________________________________________________________________
 AH6345* NAD 83(1992)-  29 18 59.88790(N)    090 38 48.57627(W)     ADJUSTED  
 AH6345* NAVD 88     -         0.7  **(meters)       2.   **(feet)  GPS OBS   
 AH6345  **This station is located in a subsidence area (see below).
 AH6345  ___________________________________________________________________
 AH6345  X           -     -62,831.482 (meters)                     COMP
 AH6345  Y           -  -5,565,363.291 (meters)                     COMP
 AH6345  Z           -   3,104,537.371 (meters)                     COMP
 AH6345  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AH6345  ELLIP HEIGHT-         -24.02  (meters)          (02/21/02) GPS OBS
 AH6345  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AH6345
 AH6345  HORZ ORDER  -  FIRST
 AH6345  ELLP ORDER  -  FIFTH     CLASS I
 AH6345
 AH6345.The horizontal coordinates were established by GPS observations
 AH6345.and adjusted by the National Geodetic Survey in December 1998..
 AH6345
 AH6345 ** The orthometric height has not been validated since last determined
 AH6345 ** by differential leveling and should not be used for control purposes.
 AH6345 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AH6345 ** area with valid NAVD 88 orthometric heights.
 AH6345 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6345 ** epoch indicated which incorporates improved geoid heights for the
 AH6345 ** Southern Louisiana Subsidence area.
 AH6345 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AH6345.The orthometric height was determined by GPS observations and a
 AH6345.high-resolution geoid model.
 AH6345
 AH6345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6345
 AH6345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6345
 AH6345.The ellipsoidal height was determined by GPS observations
 AH6345.and is referenced to NAD 83.
 AH6345
 AH6345.The geoid height was determined by GEOID03.
 AH6345
 AH6345;                    North         East     Units Scale Factor Converg.
 AH6345;SPC LA S     -    90,721.306 1,066,686.941   MT  0.99999652   +0 20 35.7
 AH6345;SPC LA S     -   297,641.48  3,499,622.07   sFT  0.99999652   +0 20 35.7
 AH6345;UTM  15      - 3,245,365.605   728,530.604   MT  1.00024448   +1 09 09.7
 AH6345
 AH6345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6345!SPC LA S     -   1.00000377  x   0.99999652  =   1.00000029
 AH6345!UTM  15      -   1.00000377  x   1.00024448  =   1.00024825
 AH6345
 AH6345|---------------------------------------------------------------------|
 AH6345| PID    Reference Object                     Distance      Geod. Az  |
 AH6345|                                                           dddmmss.s |
 AH6345| AU1317 Y 233                               325.536 METERS 01807     |
 AH6345|---------------------------------------------------------------------|
 AH6345
 AH6345                          SUPERSEDED SURVEY CONTROL
 AH6345
 AH6345  ELLIP H (12/17/98)  -24.02   (m)                       GP(       ) 4 2
 AH6345
 AH6345.Superseded values are not recommended for survey control.
 AH6345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6345.See file dsdata.txt to determine how the superseded data were derived.
 AH6345
 AH6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2853145366(NAD 83)
 AH6345_MARKER: DD = SURVEY DISK
 AH6345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6345_STAMPING: Y-233 AZ MK 1993
 AH6345_MARK LOGO: TPCG  
 AH6345_PROJECTION: FLUSH
 AH6345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6345+STABILITY: SURFACE MOTION
 AH6345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6345+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6345
 AH6345  HISTORY     - Date     Condition        Report By
 AH6345  HISTORY     - 1993     MONUMENTED       GSENG
 AH6345
 AH6345                          STATION DESCRIPTION
 AH6345
 AH6345'DESCRIBED BY GULF SOUTH ENGINEERS INCORPORATED 1993 (TWR)
 AH6345'MONUMENT IS LOCATED SOUTH OF THE CITY OF HOUMA IN THE RIGHT-OF-WAY OF
 AH6345'LA. HIGHWAY 56, (TOWNSHIP 20 SOUTH RANGE 18 EAST SECTION 79). MONUMENT
 AH6345'IS A TERREBONNE PARISH LIS DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 AH6345'MONUMENT IS ABOUT 1050 FT (320.0 M) SOUTH OF U.S.C. AND G.S. BENCH
 AH6345'MARK Y-233, 31.70 FT (9.66 M) WEST OF A NAIL/SHINER IN THE CENTERLINE
 AH6345'OF LA. HIGHWAY 56, 12.52 FT (3.82 M) SOUTH OF TELEPHONE PEDESTAL NO.
 AH6345'220, 120.80 FT (36.82 M) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 AH6345'TRAILER AT 7156 HIGHWAY 56, 421.0 FT (128.3 M) NORTH OF THE
 AH6345'INTERSECTION OF LA. HIGHWAY 56 AND TOU LOU LOU LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2650 ***********************************************************************
 BJ2650  DESIGNATION -  Y 234
 BJ2650  PID         -  BJ2650
 BJ2650  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2650  USGS QUAD   -  LOTTIE (1994)
 BJ2650
 BJ2650                         *CURRENT SURVEY CONTROL
 BJ2650  ___________________________________________________________________
 BJ2650* NAD 83(1986)-  30 34 29.     (N)    091 44 57.     (W)     SCALED    
 BJ2650* NAVD 88     -         7.228  (meters)      23.71   (feet)  ADJUSTED  
 BJ2650  ___________________________________________________________________
 BJ2650  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ2650  DYNAMIC HT  -           7.219 (meters)      23.68  (feet)  COMP
 BJ2650  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ2650
 BJ2650  VERT ORDER  -  FIRST     CLASS II
 BJ2650
 BJ2650.The horizontal coordinates were scaled from a topographic map and have
 BJ2650.an estimated accuracy of +/- 6 seconds.
 BJ2650
 BJ2650.The orthometric height was determined by differential leveling
 BJ2650.and adjusted by the National Geodetic Survey in February 1994..
 BJ2650
 BJ2650.The geoid height was determined by GEOID03.
 BJ2650
 BJ2650.The dynamic height is computed by dividing the NAVD 88
 BJ2650.geopotential number by the normal gravity value computed on the
 BJ2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2650.degrees latitude (g = 980.6199 gals.).
 BJ2650
 BJ2650.The modeled gravity was interpolated from observed gravity values.
 BJ2650
 BJ2650;                    North         East    Units  Estimated Accuracy
 BJ2650;SPC LA S     -   230,050.      960,110.      MT  (+/- 180 meters Scaled)
 BJ2650
 BJ2650                          SUPERSEDED SURVEY CONTROL
 BJ2650
 BJ2650  NGVD 29 (??/??/??)    7.210  (m)           23.65   (f) ADJUSTED    1 2
 BJ2650
 BJ2650.Superseded values are not recommended for survey control.
 BJ2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2650.See file dsdata.txt to determine how the superseded data were derived.
 BJ2650
 BJ2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP199831(NAD 83)
 BJ2650_MARKER: DB = BENCH MARK DISK
 BJ2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2650_SP_SET: CONCRETE POST
 BJ2650_STAMPING: Y 234 1966
 BJ2650_MARK LOGO: CGS   
 BJ2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2650+STABILITY: SURFACE MOTION
 BJ2650
 BJ2650  HISTORY     - Date     Condition        Report By
 BJ2650  HISTORY     - 1966     MONUMENTED       CGS
 BJ2650  HISTORY     - 1986     GOOD             NGS
 BJ2650
 BJ2650                          STATION DESCRIPTION
 BJ2650
 BJ2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ2650'3.7 MI N FROM KROTZ SPRINGS.
 BJ2650'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2650'STATION AT KROTZ SPRINGS, THENCE 2.7 MILES NORTH ALONG A LEVEE AND A
 BJ2650'GRAVELED ROAD, AT A SHARP CURVE IN THE LEVEE AND THE ROAD, 63 FEET
 BJ2650'EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 73 FEET NORTH-NORTHEAST
 BJ2650'OF A POWER POLE WHICH IS BRACED BY 3 GUY WIRES, 1 FOOT WEST OF A
 BJ2650'FENCE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 BJ2650'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BJ2650'INCHES.
 BJ2650
 BJ2650                          STATION RECOVERY (1986)
 BJ2650
 BJ2650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0564 ***********************************************************************
 BX0564  DESIGNATION -  Y 235
 BX0564  PID         -  BX0564
 BX0564  STATE/COUNTY-  LA/RAPIDES
 BX0564  USGS QUAD   -  HOLLOWAY (1994)
 BX0564
 BX0564                         *CURRENT SURVEY CONTROL
 BX0564  ___________________________________________________________________
 BX0564* NAD 83(1986)-  31 23 53.     (N)    092 13 20.     (W)     SCALED    
 BX0564* NAVD 88     -        21.17   (+/-2cm)      69.5    (feet)  VERTCON   
 BX0564  ___________________________________________________________________
 BX0564  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX0564
 BX0564  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0564
 BX0564.The horizontal coordinates were scaled from a topographic map and have
 BX0564.an estimated accuracy of +/- 6 seconds.
 BX0564
 BX0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0564.The vertical order pertains to the NGVD 29 superseded value.
 BX0564
 BX0564.The geoid height was determined by GEOID03.
 BX0564
 BX0564;                    North         East    Units  Estimated Accuracy
 BX0564;SPC LA N     -    99,610.    1,026,420.      MT  (+/- 180 meters Scaled)
 BX0564
 BX0564                          SUPERSEDED SURVEY CONTROL
 BX0564
 BX0564  NGVD 29 (12/01/98)   21.152  (m)           69.40   (f) ADJUSTED    1 2
 BX0564
 BX0564.Superseded values are not recommended for survey control.
 BX0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0564.See file dsdata.txt to determine how the superseded data were derived.
 BX0564
 BX0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ739739(NAD 83)
 BX0564_MARKER: DB = BENCH MARK DISK
 BX0564_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX0564_SP_SET: CULVERT HEADWALL
 BX0564_STAMPING: Y 235 1966
 BX0564_MARK LOGO: CGS   
 BX0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0564+STABILITY: SURFACE MOTION
 BX0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0564+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 BX0564
 BX0564  HISTORY     - Date     Condition        Report By
 BX0564  HISTORY     - 1966     MONUMENTED       CGS
 BX0564  HISTORY     - 19930817 GOOD             LADTD
 BX0564  HISTORY     - 19990424 GOOD             USPSQD
 BX0564
 BX0564                          STATION DESCRIPTION
 BX0564
 BX0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0564'7.65 MI NE FROM LIBUSE.
 BX0564'ABOUT 7.65 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0564'AT LIBUSE, IN SECTION 29, T 5 N, R 2 E, ABOUT 0.2 MILES SOUTHWEST OF A
 BX0564'DRIVEWAY LEADING NORTHWEST TO A LARGE BRICK HOUSE WHICH IS THE
 BX0564'RESIDENCE OF R.C. JENKINS, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BX0564'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 BX0564'HEAD WALL OF A 5-CHANNELED CONCRETE CULVERT, AND ABOUT 2 FEET BELOW
 BX0564'THE LEVEL OF THE HIGHWAY.
 BX0564
 BX0564                          STATION RECOVERY (1993)
 BX0564
 BX0564'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0564'THE STATION IS LOCATED ABOUT 22.8 MI (36.7 KM) SOUTHWEST OF
 BX0564'JONESVILLE, 7.8 MI (12.6 KM) NORTHEAST OF LIBUSE AND 1.0 MI (1.6 KM)
 BX0564'NORTHEAST OF HOLLOWAY IN SECTION 29, T 5 N, R 2 E.
 BX0564'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BX0564'REACH THE STATION FROM THE POST OFFICE IN LIBUSE, GO EAST FOR 7.8 MI
 BX0564'(12.6 KM) ON STATE HIGHWAY 28 TO THE STATION ON THE RIGHT SET IN THE
 BX0564'TOP OF THE NORTHEAST END OF THE EAST HEADWALL OF A FIVE-CHANNELED
 BX0564'CULVERT.  THE STATION IS 33.0 FT (10.1 M) SOUTHEAST FROM THE CENTER OF
 BX0564'THE HIGHWAY, FLUSH WITH THE SURFACE OF THE HEADWALL AND ABOUT 2.0 FT
 BX0564'(0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
 BX0564
 BX0564                          STATION RECOVERY (1999)
 BX0564
 BX0564'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0171 ***********************************************************************
 BX0171  DESIGNATION -  Y 236
 BX0171  PID         -  BX0171
 BX0171  STATE/COUNTY-  LA/LA SALLE
 BX0171  USGS QUAD   -  BIRD ISLAND POINT (1994)
 BX0171
 BX0171                         *CURRENT SURVEY CONTROL
 BX0171  ___________________________________________________________________
 BX0171* NAD 83(1986)-  31 30 35.     (N)    092 03 29.     (W)     SCALED    
 BX0171* NAVD 88     -        18.75   (+/-2cm)      61.5    (feet)  VERTCON   
 BX0171  ___________________________________________________________________
 BX0171  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX0171
 BX0171  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0171
 BX0171.The horizontal coordinates were scaled from a topographic map and have
 BX0171.an estimated accuracy of +/- 6 seconds.
 BX0171
 BX0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0171.The vertical order pertains to the NGVD 29 superseded value.
 BX0171
 BX0171.The geoid height was determined by GEOID03.
 BX0171
 BX0171;                    North         East    Units  Estimated Accuracy
 BX0171;SPC LA N     -   112,040.    1,041,980.      MT  (+/- 180 meters Scaled)
 BX0171
 BX0171                          SUPERSEDED SURVEY CONTROL
 BX0171
 BX0171  NGVD 29 (??/??/??)   18.741  (m)           61.49   (f) ADJUSTED    1 2
 BX0171
 BX0171.Superseded values are not recommended for survey control.
 BX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0171.See file dsdata.txt to determine how the superseded data were derived.
 BX0171
 BX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ894864(NAD 83)
 BX0171_MARKER: DB = BENCH MARK DISK
 BX0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0171_SP_SET: BRIDGE
 BX0171_STAMPING: Y 236 1966
 BX0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0171
 BX0171  HISTORY     - Date     Condition        Report By
 BX0171  HISTORY     - 1966     MONUMENTED       CGS
 BX0171  HISTORY     - 1977     GOOD             NGS
 BX0171
 BX0171                          STATION DESCRIPTION
 BX0171
 BX0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX0171'17.4 MI SW FROM JONESVILLE.
 BX0171'ABOUT 6.8 MILES SOUTHWEST ALONG HIGHWAY 28 FROM THE JUNCTION OF U.S.
 BX0171'HIGHWAY 84 AND STATE HIGHWAY 28 WHICH IS 11 MILES SOUTHWEST OF
 BX0171'JONESVILLE, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY SET IN
 BX0171'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A LARGE CONCRETE BRIDGE
 BX0171'OVER MUDDY BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0883 ***********************************************************************
 BX0883  DESIGNATION -  Y 237
 BX0883  PID         -  BX0883
 BX0883  STATE/COUNTY-  LA/RAPIDES
 BX0883  USGS QUAD   -  LATANIER (1993)
 BX0883
 BX0883                         *CURRENT SURVEY CONTROL
 BX0883  ___________________________________________________________________
 BX0883* NAD 83(1986)-  31 10 24.     (N)    092 17 22.     (W)     SCALED    
 BX0883* NAVD 88     -        20.214  (meters)      66.32   (feet)  ADJUSTED  
 BX0883  ___________________________________________________________________
 BX0883  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX0883  DYNAMIC HT  -          20.189 (meters)      66.24  (feet)  COMP
 BX0883  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 BX0883
 BX0883  VERT ORDER  -  FIRST     CLASS I
 BX0883
 BX0883.The horizontal coordinates were scaled from a topographic map and have
 BX0883.an estimated accuracy of +/- 6 seconds.
 BX0883
 BX0883.The orthometric height was determined by differential leveling
 BX0883.and adjusted by the National Geodetic Survey in February 1994..
 BX0883
 BX0883.The geoid height was determined by GEOID03.
 BX0883
 BX0883.The dynamic height is computed by dividing the NAVD 88
 BX0883.geopotential number by the normal gravity value computed on the
 BX0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0883.degrees latitude (g = 980.6199 gals.).
 BX0883
 BX0883.The modeled gravity was interpolated from observed gravity values.
 BX0883
 BX0883;                    North         East    Units  Estimated Accuracy
 BX0883;SPC LA N     -    74,680.    1,020,070.      MT  (+/- 180 meters Scaled)
 BX0883
 BX0883                          SUPERSEDED SURVEY CONTROL
 BX0883
 BX0883  NAVD 88 (06/15/91)   20.217  (m)           66.33   (f) UNKNOWN     1 1
 BX0883  NGVD 29 (??/??/??)   20.191  (m)           66.24   (f) ADJUSTED    1 1
 BX0883
 BX0883.Superseded values are not recommended for survey control.
 BX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0883.See file dsdata.txt to determine how the superseded data were derived.
 BX0883
 BX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ677490(NAD 83)
 BX0883_MARKER: DB = BENCH MARK DISK
 BX0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0883_STAMPING: Y 237 1966
 BX0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0883+STABILITY: SURFACE MOTION
 BX0883
 BX0883  HISTORY     - Date     Condition        Report By
 BX0883  HISTORY     - 1966     MONUMENTED       CGS
 BX0883  HISTORY     - 1977     GOOD             NGS
 BX0883  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0883
 BX0883                          STATION DESCRIPTION
 BX0883
 BX0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0883'1.0 MI W FROM POLAND.
 BX0883'ABOUT 1.0 MILE WEST ALONG STATE ROAD 457 FROM THE HIGH SCHOOL AND
 BX0883'GRAMMAR SCHOOL AT POLAND, IN SECTION 5, T 2 N, R 2 E, 69 1/2 FEET
 BX0883'NORTH OF THE CENTER LINE OF THE HIGHWAY, ON PROPERTY OF C.P. RYLAND
 BX0883'AND 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE ON THE WEST
 BX0883'SIDE OF A HOUSE 38 1/2 FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY
 BX0883'FENCE, 12 1/2 FEET NORTH OF PECAN TREE, 10 FEET SOUTH OF A PECAN TREE,
 BX0883'1 1/2 FEET WEST OF A FENCE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 BX0883'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BX0883
 BX0883                          STATION RECOVERY (1977)
 BX0883
 BX0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0883'RECOVERED IN GOOD CONDITION.
 BX0883
 BX0883                          STATION RECOVERY (1999)
 BX0883
 BX0883'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0821 ***********************************************************************
 BX0821  DESIGNATION -  Y 238
 BX0821  PID         -  BX0821
 BX0821  STATE/COUNTY-  LA/AVOYELLES
 BX0821  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0821
 BX0821                         *CURRENT SURVEY CONTROL
 BX0821  ___________________________________________________________________
 BX0821* NAD 83(1986)-  31 09 42.     (N)    092 05 21.     (W)     SCALED    
 BX0821* NAVD 88     -        24.25   (+/-2cm)      79.6    (feet)  VERTCON   
 BX0821  ___________________________________________________________________
 BX0821  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BX0821
 BX0821  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0821
 BX0821.The horizontal coordinates were scaled from a topographic map and have
 BX0821.an estimated accuracy of +/- 6 seconds.
 BX0821
 BX0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0821.The vertical order pertains to the NGVD 29 superseded value.
 BX0821
 BX0821.The geoid height was determined by GEOID03.
 BX0821
 BX0821;                    North         East    Units  Estimated Accuracy
 BX0821;SPC LA N     -    73,440.    1,039,170.      MT  (+/- 180 meters Scaled)
 BX0821
 BX0821                          SUPERSEDED SURVEY CONTROL
 BX0821
 BX0821  NGVD 29 (??/??/??)   24.222  (m)           79.47   (f) ADJUSTED    1 2
 BX0821
 BX0821.Superseded values are not recommended for survey control.
 BX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0821.See file dsdata.txt to determine how the superseded data were derived.
 BX0821
 BX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ868478(NAD 83)
 BX0821_MARKER: DB = BENCH MARK DISK
 BX0821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX0821_SP_SET: 112 FEET
 BX0821_STAMPING: Y 238 1966
 BX0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0821
 BX0821  HISTORY     - Date     Condition        Report By
 BX0821  HISTORY     - 1966     MONUMENTED       CGS
 BX0821  HISTORY     - 1976     MARK NOT FOUND   USGS
 BX0821
 BX0821                          STATION DESCRIPTION
 BX0821
 BX0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0821'3.0 MI NW FROM MARKSVILLE.
 BX0821'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0821'COURTHOUSE AT MARKSVILLE, IN SECTION 8, T 2 N, R 4 E, NEAR THE CENTER
 BX0821'OF A TRIANGULAR SHAPED PLOT OF GROUND, 72 FEET SOUTHWEST OF THE CENTER
 BX0821'LINE OF THE HIGHWAY, 55 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 BX0821'1192 AT A CURVE, 172 FEET SOUTHEAST OF THE SOUTH CORNER OF THE BILLY
 BX0821'ST. CLERGY STORE AND SERVICE STATION, 111 FEET SOUTHEAST OF THE CENTER
 BX0821'LINE OF A PAVED ROAD IN FRONT OF THE STORE, 1 1/2 FEET NORTHWEST OF A
 BX0821'SIGN WHICH READS NO PARKING, 1.0 FOOT SOUTHEAST OF A METAL WITNESS
 BX0821'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAYS, A DISK ON THE TOP
 BX0821'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 112 FEET
 BX0821'AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 13 INCHES.
 BX0821
 BX0821                          STATION RECOVERY (1976)
 BX0821
 BX0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BX0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0063 ***********************************************************************
 BW0063  DESIGNATION -  Y 239
 BW0063  PID         -  BW0063
 BW0063  STATE/COUNTY-  LA/AVOYELLES
 BW0063  USGS QUAD   -  MOREAUVILLE (1996)
 BW0063
 BW0063                         *CURRENT SURVEY CONTROL
 BW0063  ___________________________________________________________________
 BW0063* NAD 83(1986)-  31 02 37.     (N)    091 57 52.     (W)     SCALED    
 BW0063* NAVD 88     -        15.724  (meters)      51.59   (feet)  ADJUSTED  
 BW0063  ___________________________________________________________________
 BW0063  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW0063  DYNAMIC HT  -          15.704 (meters)      51.52  (feet)  COMP
 BW0063  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 BW0063
 BW0063  VERT ORDER  -  FIRST     CLASS I
 BW0063
 BW0063.The horizontal coordinates were scaled from a topographic map and have
 BW0063.an estimated accuracy of +/- 6 seconds.
 BW0063
 BW0063.The orthometric height was determined by differential leveling
 BW0063.and adjusted by the National Geodetic Survey in February 1994..
 BW0063
 BW0063.The geoid height was determined by GEOID03.
 BW0063
 BW0063.The dynamic height is computed by dividing the NAVD 88
 BW0063.geopotential number by the normal gravity value computed on the
 BW0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0063.degrees latitude (g = 980.6199 gals.).
 BW0063
 BW0063.The modeled gravity was interpolated from observed gravity values.
 BW0063
 BW0063;                    North         East    Units  Estimated Accuracy
 BW0063;SPC LA N     -    60,400.    1,051,130.      MT  (+/- 180 meters Scaled)
 BW0063
 BW0063                          SUPERSEDED SURVEY CONTROL
 BW0063
 BW0063  NAVD 88 (06/15/91)   15.746  (m)           51.66   (f) UNKNOWN     1 1
 BW0063  NGVD 29 (??/??/??)   15.704  (m)           51.52   (f) ADJUSTED    1 1
 BW0063
 BW0063.Superseded values are not recommended for survey control.
 BW0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0063.See file dsdata.txt to determine how the superseded data were derived.
 BW0063
 BW0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ988348(NAD 83)
 BW0063_MARKER: DB = BENCH MARK DISK
 BW0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0063_SP_SET: CULVERT
 BW0063_STAMPING: Y 239 1966
 BW0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0063+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BW0063
 BW0063  HISTORY     - Date     Condition        Report By
 BW0063  HISTORY     - 1966     MONUMENTED       CGS
 BW0063  HISTORY     - 1977     GOOD             NGS
 BW0063  HISTORY     - 1980     GOOD             LADTD
 BW0063  HISTORY     - 20060315 GOOD             USPSQD
 BW0063
 BW0063                          STATION DESCRIPTION
 BW0063
 BW0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0063'0.75 MI E FROM MOREAUVILLE.
 BW0063'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW0063'SOUTHERN RAILROAD STATION AT MOREAUVILLE, IN SECTION 21, T 1 N, R 5 E,
 BW0063'157 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 38 FEET NORTH OF
 BW0063'THE CENTER LINE OF A LONG CURVE IN THE HIGHWAY, SET IN THE CENTER OF
 BW0063'THE TOP OF THE NORTH CONCRETE HEAD WALL OF A BOX CULVERT UNDER THE
 BW0063'HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW0063
 BW0063                          STATION RECOVERY (1977)
 BW0063
 BW0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0063'0.9 MILE EAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BW0063'HIGHWAYS 1 AND 451 AT MOREAUVILLE, 157 FEET SOUTH OF THE SOUTH
 BW0063'RAIL OF THE MAIN TRACK, 38 FEET NORTH OF THE CENTER LINE OF A
 BW0063'LONG CURVE IN HIGHWAY SET IN THE CENTER OF THE TOP OF THE
 BW0063'NORTH CONCRETE HEAD WALL OF A BOX CULVERT UNDER HIGHWAY./
 BW0063
 BW0063                          STATION RECOVERY (1980)
 BW0063
 BW0063'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 BW0063'RECOVERED IN GOOD CONDITION.
 BW0063
 BW0063                          STATION RECOVERY (2006)
 BW0063
 BW0063'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BW0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1061 ***********************************************************************
 CP1061  DESIGNATION -  Y 24
 CP1061  PID         -  CP1061
 CP1061  STATE/COUNTY-  LA/WEST CARROLL
 CP1061  USGS QUAD   -  OAK GROVE (1988)
 CP1061
 CP1061                         *CURRENT SURVEY CONTROL
 CP1061  ___________________________________________________________________
 CP1061* NAD 83(1986)-  32 46 08.     (N)    091 24 52.     (W)     SCALED    
 CP1061* NAVD 88     -        34.747  (meters)     114.00   (feet)  ADJUSTED  
 CP1061  ___________________________________________________________________
 CP1061  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CP1061  DYNAMIC HT  -          34.709 (meters)     113.87  (feet)  COMP
 CP1061  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 CP1061
 CP1061  VERT ORDER  -  SECOND    CLASS 0
 CP1061
 CP1061.The horizontal coordinates were scaled from a topographic map and have
 CP1061.an estimated accuracy of +/- 6 seconds.
 CP1061
 CP1061.The orthometric height was determined by differential leveling
 CP1061.and adjusted by the National Geodetic Survey in June 1991..
 CP1061
 CP1061.The geoid height was determined by GEOID03.
 CP1061
 CP1061.The dynamic height is computed by dividing the NAVD 88
 CP1061.geopotential number by the normal gravity value computed on the
 CP1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1061.degrees latitude (g = 980.6199 gals.).
 CP1061
 CP1061.The modeled gravity was interpolated from observed gravity values.
 CP1061
 CP1061;                    North         East    Units  Estimated Accuracy
 CP1061;SPC LA N     -   252,080.    1,101,710.      MT  (+/- 180 meters Scaled)
 CP1061
 CP1061                          SUPERSEDED SURVEY CONTROL
 CP1061
 CP1061  NGVD 29 (??/??/92)   34.808  (m)          114.20   (f) ADJ UNCH    2 0
 CP1061
 CP1061.Superseded values are not recommended for survey control.
 CP1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1061.See file dsdata.txt to determine how the superseded data were derived.
 CP1061
 CP1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS485267(NAD 83)
 CP1061_MARKER: DB = BENCH MARK DISK
 CP1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1061_STAMPING: Y-24 1935
 CP1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1061+STABILITY: SURFACE MOTION
 CP1061
 CP1061  HISTORY     - Date     Condition        Report By
 CP1061  HISTORY     - 1935     MONUMENTED       CGS
 CP1061  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1061
 CP1061                          STATION DESCRIPTION
 CP1061
 CP1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1061'1.7 MI S FROM FOREST.
 CP1061'1.7 MILE SOUTH OF, ALONG M.P.R.R., FROM STATION AT SOUTHEAST CORNER OF
 CP1061'WILL ROBINSONS FIELD.  48 FEET WEST OF CENTERLINE OF MISSOURI PACIFIC
 CP1061'R.R. TRACK.  25 FEET NORTH OF CENTERLINE OF CROSS ROAD.  11.5 FEET
 CP1061'SOUTHWEST OF FOURTH TELEGRAPH POLE SOUTH OF M.P. 472.  10.3 FEET NORTH
 CP1061'OF SOUTHEAST FENCE CORNER.  1.3 FEET EAST OF FENCE.  TABLET SET IN
 CP1061'PRECAST CONCRETE POST.
 CP1061
 CP1061                          STATION RECOVERY (1982)
 CP1061
 CP1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1767 ***********************************************************************
 CP1767  DESIGNATION -  Y 242
 CP1767  PID         -  CP1767
 CP1767  STATE/COUNTY-  LA/RICHLAND
 CP1767  USGS QUAD   -  RAYVILLE (1982)
 CP1767
 CP1767                         *CURRENT SURVEY CONTROL
 CP1767  ___________________________________________________________________
 CP1767* NAD 83(1986)-  32 28 59.     (N)    091 49 50.     (W)     SCALED    
 CP1767* NAVD 88     -        23.725  (meters)      77.84   (feet)  ADJUSTED  
 CP1767  ___________________________________________________________________
 CP1767  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CP1767  DYNAMIC HT  -          23.699 (meters)      77.75  (feet)  COMP
 CP1767  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 CP1767
 CP1767  VERT ORDER  -  FIRST     CLASS I
 CP1767
 CP1767.The horizontal coordinates were scaled from a topographic map and have
 CP1767.an estimated accuracy of +/- 6 seconds.
 CP1767
 CP1767.The orthometric height was determined by differential leveling
 CP1767.and adjusted by the National Geodetic Survey in June 1991..
 CP1767
 CP1767.The geoid height was determined by GEOID03.
 CP1767
 CP1767.The dynamic height is computed by dividing the NAVD 88
 CP1767.geopotential number by the normal gravity value computed on the
 CP1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1767.degrees latitude (g = 980.6199 gals.).
 CP1767
 CP1767.The modeled gravity was interpolated from observed gravity values.
 CP1767
 CP1767;                    North         East    Units  Estimated Accuracy
 CP1767;SPC LA N     -   220,070.    1,062,920.      MT  (+/- 180 meters Scaled)
 CP1767
 CP1767                          SUPERSEDED SURVEY CONTROL
 CP1767
 CP1767  NGVD 29 (??/??/??)   23.759  (m)           77.95   (f) ADJUSTED    1 1
 CP1767
 CP1767.Superseded values are not recommended for survey control.
 CP1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1767.See file dsdata.txt to determine how the superseded data were derived.
 CP1767
 CP1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR098945(NAD 83)
 CP1767_MARKER: DB = BENCH MARK DISK
 CP1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1767_STAMPING: Y 242 1966
 CP1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1767+STABILITY: SURFACE MOTION
 CP1767
 CP1767  HISTORY     - Date     Condition        Report By
 CP1767  HISTORY     - 1966     MONUMENTED       CGS
 CP1767  HISTORY     - 1969     GOOD             NGS
 CP1767
 CP1767                          STATION DESCRIPTION
 CP1767
 CP1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1767'4.1 MI W FROM RAYVILLE.
 CP1767'4.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1767'AT RAYVILLE, IN SECTION 2, T 17 N, R 6 E, ABOUT 1 POLE WEST OF
 CP1767'MILEPOST 55, 42 FEET NORTH OF THE NORTH RAIL, 74 FEET SOUTH OF THE
 CP1767'CENTER LINE OF U.S. HIGHWAY 80, 32 FEET SOUTH OF A LONE 18-INCH OAK
 CP1767'TREE, 3 FEET WEST OF A TELEGRAPH POLE, 1.3 FEET SOUTH OF A METAL
 CP1767'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 4 FEET BELOW THE
 CP1767'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CP1767'INCHES.
 CP1767
 CP1767                          STATION RECOVERY (1969)
 CP1767
 CP1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1892 ***********************************************************************
 CP1892  DESIGNATION -  Y 243
 CP1892  PID         -  CP1892
 CP1892  STATE/COUNTY-  LA/FRANKLIN
 CP1892  USGS QUAD   -  WINNSBORO (1983)
 CP1892
 CP1892                         *CURRENT SURVEY CONTROL
 CP1892  ___________________________________________________________________
 CP1892* NAD 83(1986)-  32 09 11.     (N)    091 43 42.     (W)     SCALED    
 CP1892* NAVD 88     -        21.79   (+/-2cm)      71.5    (feet)  VERTCON   
 CP1892  ___________________________________________________________________
 CP1892  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP1892
 CP1892  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1892
 CP1892.The horizontal coordinates were scaled from a topographic map and have
 CP1892.an estimated accuracy of +/- 6 seconds.
 CP1892
 CP1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1892.The vertical order pertains to the NGVD 29 superseded value.
 CP1892
 CP1892.The geoid height was determined by GEOID03.
 CP1892
 CP1892;                    North         East    Units  Estimated Accuracy
 CP1892;SPC LA N     -   183,540.    1,072,790.      MT  (+/- 180 meters Scaled)
 CP1892
 CP1892                          SUPERSEDED SURVEY CONTROL
 CP1892
 CP1892  NGVD 29 (??/??/92)   21.807  (m)           71.55   (f) ADJ UNCH    1 2
 CP1892
 CP1892.Superseded values are not recommended for survey control.
 CP1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1892.See file dsdata.txt to determine how the superseded data were derived.
 CP1892
 CP1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR199581(NAD 83)
 CP1892_MARKER: DB = BENCH MARK DISK
 CP1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1892_SP_SET: CONCRETE POST
 CP1892_STAMPING: Y 243 1966
 CP1892_MARK LOGO: CGS   
 CP1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1892+STABILITY: SURFACE MOTION
 CP1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1892+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 CP1892
 CP1892  HISTORY     - Date     Condition        Report By
 CP1892  HISTORY     - 1966     MONUMENTED       CGS
 CP1892  HISTORY     - 1975     GOOD
 CP1892  HISTORY     - 19880225 GOOD             LADTD
 CP1892
 CP1892                          STATION DESCRIPTION
 CP1892
 CP1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1892'1.8 MI SW FROM WINNSBORO.
 CP1892'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 CP1892'WINNSBORO, THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE
 CP1892'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 15, THENCE 1.0 MILE SOUTHWEST
 CP1892'ALONG STATE HIGHWAY 4, IN SECTION 35, T 14 N, R 7 E, ABOUT 123 YARDS
 CP1892'NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOL BUILDING, 55 FEET
 CP1892'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTHEAST OF A
 CP1892'POWER POLE BRACED BY A GUY WIRE, 1 FOOT WEST OF THE ANCHOR ROD FOR A
 CP1892'GUY WIRE, 0.9 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CP1892'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CP1892'INCHES.
 CP1892
 CP1892                          STATION RECOVERY (1975)
 CP1892
 CP1892'RECOVERED 1975
 CP1892'RECOVERED IN GOOD CONDITION.
 CP1892
 CP1892                          STATION RECOVERY (1988)
 CP1892
 CP1892'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 CP1892'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTHWEST OF WINNSBORO.
 CP1892'OWNERSHIP--UNKNOWN.
 CP1892'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 15 IN
 CP1892'WINNSBORO GO SOUTHWEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 4 TO THE MARK
 CP1892'ON THE LEFT, SET IN FRONT OF THE FRANKIN PARISH SCHOOL BOARD OFFICE
 CP1892'BUILDING,  57.3 M (188.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER
 CP1892'OF THE SCHOOL BOARD BUILDING, 16.8 M (55.1 FT) EAST FROM THE CENTER OF
 CP1892'THE HIGHWAY, 12.8 M (42.0 FT) NORTH FROM THE CENTER OF THE DRIVE INTO
 CP1892'THE SCHOOL BOARD OFFICE BUILDING AND 0.3 M (1.0 FT) WEST FROM A
 CP1892'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND SURFACE AND ABOUT
 CP1892'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1401 ***********************************************************************
 CP1401  DESIGNATION -  Y 244
 CP1401  PID         -  CP1401
 CP1401  STATE/COUNTY-  LA/RICHLAND
 CP1401  USGS QUAD   -  DELHI (1986)
 CP1401
 CP1401                         *CURRENT SURVEY CONTROL
 CP1401  ___________________________________________________________________
 CP1401* NAD 83(1986)-  32 27 15.     (N)    091 29 37.     (W)     SCALED    
 CP1401* NAVD 88     -        29.111  (meters)      95.51   (feet)  ADJUSTED  
 CP1401  ___________________________________________________________________
 CP1401  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CP1401  DYNAMIC HT  -          29.079 (meters)      95.40  (feet)  COMP
 CP1401  MODELED GRAV-     979,516.4   (mgal)                       NAVD 88
 CP1401
 CP1401  VERT ORDER  -  FIRST     CLASS I
 CP1401
 CP1401.The horizontal coordinates were scaled from a topographic map and have
 CP1401.an estimated accuracy of +/- 6 seconds.
 CP1401
 CP1401.The orthometric height was determined by differential leveling
 CP1401.and adjusted by the National Geodetic Survey in June 1991..
 CP1401
 CP1401.The geoid height was determined by GEOID03.
 CP1401
 CP1401.The dynamic height is computed by dividing the NAVD 88
 CP1401.geopotential number by the normal gravity value computed on the
 CP1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1401.degrees latitude (g = 980.6199 gals.).
 CP1401
 CP1401.The modeled gravity was interpolated from observed gravity values.
 CP1401
 CP1401;                    North         East    Units  Estimated Accuracy
 CP1401;SPC LA N     -   217,110.    1,094,620.      MT  (+/- 180 meters Scaled)
 CP1401
 CP1401                          SUPERSEDED SURVEY CONTROL
 CP1401
 CP1401  NGVD 29 (??/??/??)   29.130  (m)           95.57   (f) ADJUSTED    1 1
 CP1401
 CP1401.Superseded values are not recommended for survey control.
 CP1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1401.See file dsdata.txt to determine how the superseded data were derived.
 CP1401
 CP1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR415917(NAD 83)
 CP1401_MARKER: DB = BENCH MARK DISK
 CP1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1401_STAMPING: Y 244 1966
 CP1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1401+STABILITY: SURFACE MOTION
 CP1401
 CP1401  HISTORY     - Date     Condition        Report By
 CP1401  HISTORY     - 1966     MONUMENTED       CGS
 CP1401  HISTORY     - 1968     GOOD             NGS
 CP1401
 CP1401                          STATION DESCRIPTION
 CP1401
 CP1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1401'IN DELHI.
 CP1401'AT DELHI, IN SECTION 13, T 17 N, R 9 E, ON PROPERTY BELONGING TO THE
 CP1401'ILLINOIS CENTRAL RAILROAD, ABOUT 7 RAILS WEST OF THE CROSSING OF STATE
 CP1401'HIGHWAY 17, 81 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE RAILROAD
 CP1401'STATION, 81 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE RAILROAD
 CP1401'STATION, 23 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 77 FEET
 CP1401'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 4 FEET SOUTHEAST OF A
 CP1401'POLE BEARING A STREET LIGHT, ABOUT LEVEL WITH THE TRACK, AND SET IN
 CP1401'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CP1401
 CP1401                          STATION RECOVERY (1968)
 CP1401
 CP1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1833 ***********************************************************************
 CP1833  DESIGNATION -  Y 245
 CP1833  PID         -  CP1833
 CP1833  STATE/COUNTY-  LA/FRANKLIN
 CP1833  USGS QUAD   -  WINNSBORO (1983)
 CP1833
 CP1833                         *CURRENT SURVEY CONTROL
 CP1833  ___________________________________________________________________
 CP1833* NAD 83(1986)-  32 09 17.     (N)    091 42 09.     (W)     SCALED    
 CP1833* NAVD 88     -        22.68   (+/-2cm)      74.4    (feet)  VERTCON   
 CP1833  ___________________________________________________________________
 CP1833  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CP1833
 CP1833  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1833
 CP1833.This mark is at Winnsboro Airport (F89)
 CP1833
 CP1833.The horizontal coordinates were scaled from a topographic map and have
 CP1833.an estimated accuracy of +/- 6 seconds.
 CP1833
 CP1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1833.The vertical order pertains to the NGVD 29 superseded value.
 CP1833
 CP1833.The geoid height was determined by GEOID03.
 CP1833
 CP1833;                    North         East    Units  Estimated Accuracy
 CP1833;SPC LA N     -   183,750.    1,075,230.      MT  (+/- 180 meters Scaled)
 CP1833
 CP1833                          SUPERSEDED SURVEY CONTROL
 CP1833
 CP1833  NGVD 29 (??/??/92)   22.693  (m)           74.45   (f) ADJ UNCH    1 2
 CP1833
 CP1833.Superseded values are not recommended for survey control.
 CP1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1833.See file dsdata.txt to determine how the superseded data were derived.
 CP1833
 CP1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR223583(NAD 83)
 CP1833_MARKER: DB = BENCH MARK DISK
 CP1833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1833_SP_SET: CONCRETE FOOT
 CP1833_STAMPING: Y 245 1966
 CP1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1833
 CP1833  HISTORY     - Date     Condition        Report By
 CP1833  HISTORY     - 1966     MONUMENTED       CGS
 CP1833
 CP1833                          STATION DESCRIPTION
 CP1833
 CP1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1833'2.35 MI SE FROM WINNSBORO.
 CP1833'0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT WINNSBORO,
 CP1833'THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE 1.5 MILES
 CP1833'SOUTHEAST ALONG STATE HIGHWAY 15, THENCE 0.25 MILE NORTH ALONG LOOP
 CP1833'ROAD OR STATE HIGHWAYS 4 AND 864, THENCE 0.1 MILE EAST ALONG AN ACCESS
 CP1833'ROAD TO THE WINNSBORO MUNICIPAL AIRPORT, IN SECTION 36, T 14 N, R 7 E,
 CP1833'AT THE NORTHWEST CORNER OF THE MOST EASTERLY HANGAR AT THE AIRPORT,
 CP1833'101 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE OFFICE AND THE WEST
 CP1833'HANGAR, 236 FEET EAST OF BENCH MARK X 245 1966, SET IN THE TOP OF THE
 CP1833'CONCRETE FOOTING OF THE NORTHEAST CORNER OF THE EAST HANGAR, 0.5 FOOT
 CP1833'WEST OF THE NORTHWEST CORNER OF THE HANGAR, AND ABOUT LEVEL WITH A
 CP1833'PAVED APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1450 ***********************************************************************
 BW1450  DESIGNATION -  Y 246
 BW1450  PID         -  BW1450
 BW1450  STATE/COUNTY-  LA/CATAHOULA
 BW1450  USGS QUAD   -  FOULES (1983)
 BW1450
 BW1450                         *CURRENT SURVEY CONTROL
 BW1450  ___________________________________________________________________
 BW1450* NAD 83(1986)-  31 50 26.     (N)    091 37 14.     (W)     SCALED    
 BW1450* NAVD 88     -        17.22   (+/-2cm)      56.5    (feet)  VERTCON   
 BW1450  ___________________________________________________________________
 BW1450  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1450
 BW1450  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1450
 BW1450.The horizontal coordinates were scaled from a topographic map and have
 BW1450.an estimated accuracy of +/- 6 seconds.
 BW1450
 BW1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1450.The vertical order pertains to the NGVD 29 superseded value.
 BW1450
 BW1450.The geoid height was determined by GEOID03.
 BW1450
 BW1450;                    North         East    Units  Estimated Accuracy
 BW1450;SPC LA N     -   148,970.    1,083,240.      MT  (+/- 180 meters Scaled)
 BW1450
 BW1450                          SUPERSEDED SURVEY CONTROL
 BW1450
 BW1450  NGVD 29 (??/??/92)   17.224  (m)           56.51   (f) ADJ UNCH    1 2
 BW1450
 BW1450.Superseded values are not recommended for survey control.
 BW1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1450.See file dsdata.txt to determine how the superseded data were derived.
 BW1450
 BW1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR305235(NAD 83)
 BW1450_MARKER: DB = BENCH MARK DISK
 BW1450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW1450_SP_SET: COPPER-CLAD STEEL ROD
 BW1450_STAMPING: Y 246 1966
 BW1450_MARK LOGO: CGS   
 BW1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1450+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 BW1450
 BW1450  HISTORY     - Date     Condition        Report By
 BW1450  HISTORY     - 1966     MONUMENTED       CGS
 BW1450  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1450  HISTORY     - 19880225 MARK NOT FOUND   LADTD
 BW1450
 BW1450                          STATION DESCRIPTION
 BW1450
 BW1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1450'2.5 MI SE FROM SICILY ISLAND.
 BW1450'ABOUT 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1450'POST OFFICE AT SICILY ISLAND, THENCE 2.4 MILES SOUTHEAST ALONG STATE
 BW1450'HIGHWAY 15, IN SECTION 14, T 10 N, R 8 E, ABOUT 100 YARDS NORTHEAST OF
 BW1450'THE MISSOURI PACIFIC RAILROAD, 176 FEET NORTHEAST OF THE CENTER LINE
 BW1450'OF THE HIGHWAY, 18 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 BW1450'AND THE CENTER OF AN IRON FRAME GATE, 27 FEET SOUTHWEST OF A PIPELINE,
 BW1450'1/2 FOOT NORTHEAST OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS
 BW1450'POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 BW1450'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF  96 FEET AND IS ENCASED
 BW1450'IN A 5-INCH CAST IRON PIPE THAT PROJECTS 6 INCHES.
 BW1450
 BW1450                          STATION RECOVERY (1979)
 BW1450
 BW1450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1450'MARK NOT FOUND.
 BW1450
 BW1450                          STATION RECOVERY (1988)
 BW1450
 BW1450'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BW1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8207 ***********************************************************************
 AC8207  DESIGNATION -  Y 247 RESET
 AC8207  PID         -  AC8207
 AC8207  STATE/COUNTY-  LA/FRANKLIN
 AC8207  USGS QUAD   -  WISNER (1983)
 AC8207
 AC8207                         *CURRENT SURVEY CONTROL
 AC8207  ___________________________________________________________________
 AC8207* NAD 83(1986)-  31 59 37.     (N)    091 39 12.     (W)     SCALED    
 AC8207* NAVD 88     -        22.24   (+/-2cm)      73.0    (feet)  VERTCON   
 AC8207  ___________________________________________________________________
 AC8207  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AC8207
 AC8207  VERT ORDER  -  THIRD (See Below)
 AC8207
 AC8207.The horizontal coordinates were scaled from a topographic map and have
 AC8207.an estimated accuracy of +/- 6 seconds.
 AC8207
 AC8207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8207.The vertical order pertains to the NGVD 29 superseded value.
 AC8207
 AC8207.The geoid height was determined by GEOID03.
 AC8207
 AC8207;                    North         East    Units  Estimated Accuracy
 AC8207;SPC LA N     -   165,920.    1,080,000.      MT  (+/- 180 meters Scaled)
 AC8207
 AC8207                          SUPERSEDED SURVEY CONTROL
 AC8207
 AC8207  NGVD 29 (09/18/05)   22.25   (m)           73.0    (f) RESET       3  
 AC8207
 AC8207.Superseded values are not recommended for survey control.
 AC8207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8207.See file dsdata.txt to determine how the superseded data were derived.
 AC8207
 AC8207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR272405(NAD 83)
 AC8207_MARKER: DV = VERTICAL CONTROL DISK
 AC8207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8207_STAMPING: Y 247 RESET 1989
 AC8207_MARK LOGO: NGS   
 AC8207_PROJECTION: PROJECTING 5 CENTIMETERS
 AC8207_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8207+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC8207_ROD/PIPE-DEPTH: 4.88 meters
 AC8207
 AC8207  HISTORY     - Date     Condition        Report By
 AC8207  HISTORY     - 1989     MONUMENTED       LADTD
 AC8207
 AC8207                          STATION DESCRIPTION
 AC8207
 AC8207'DESCRIBED BY LA TRANSP AND DEV 1989 (SLC)
 AC8207'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH OF GILBERT AND 1.6
 AC8207'KM (1.00 MI) NORTH OF WISNER.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8207'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AC8207'OF STATE HIGHWAYS 15 AND 562 IN WISNER, GO NORTH FOR 1.0 KM (0.60 MI)
 AC8207'ON HIGHWAY 15 TO THE MARK ON THE LEFT SET NEAR A POWER POLE WITH GUY
 AC8207'WIRES ATTACHED. THE STATION IS 41.0 M (134.5 FT) SOUTH FROM TELEPHONE
 AC8207'JUNCTION BOX NUMBER 1000 39 LP2, 20.1 M (65.9 FT) WEST FROM THE CENTER
 AC8207'OF THE SOUTH BOUND LANES OF HIGHWAY 15, 14.8 M (48.6 FT) SOUTH FROM
 AC8207'THE EXTENDED CENTER OF A CONCRETE DRAIN UNDER THE HIGHWAY, 4.0 M (13.1
 AC8207'FT) NORTHEAST FROM A 50.8 CM (20-IN) PINE TREE, 2.3 M (7.5 FT)
 AC8207'SOUTH-SOUTHEAST FROM A POWER POLE AND 0.6 M (2.0 FT) EAST FROM A
 AC8207'FIBERGLASS WITNESS POST.  THE MARK IS PROJECTING 5 CM (2-IN) ABOVE THE
 AC8207'GROUND SURFACE AND ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AC8207'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0027 ***********************************************************************
 BW0027  DESIGNATION -  Y 248
 BW0027  PID         -  BW0027
 BW0027  STATE/COUNTY-  LA/CONCORDIA
 BW0027  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0027
 BW0027                         *CURRENT SURVEY CONTROL
 BW0027  ___________________________________________________________________
 BW0027* NAD 83(1986)-  31 00 33.     (N)    091 38 44.     (W)     SCALED    
 BW0027* NAVD 88     -        14.524  (meters)      47.65   (feet)  ADJUSTED  
 BW0027  ___________________________________________________________________
 BW0027  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW0027  DYNAMIC HT  -          14.505 (meters)      47.59  (feet)  COMP
 BW0027  MODELED GRAV-     979,390.2   (mgal)                       NAVD 88
 BW0027
 BW0027  VERT ORDER  -  FIRST     CLASS I
 BW0027
 BW0027.The horizontal coordinates were scaled from a topographic map and have
 BW0027.an estimated accuracy of +/- 6 seconds.
 BW0027
 BW0027.The orthometric height was determined by differential leveling
 BW0027.and adjusted by the National Geodetic Survey in February 1994..
 BW0027
 BW0027.The geoid height was determined by GEOID03.
 BW0027
 BW0027.The dynamic height is computed by dividing the NAVD 88
 BW0027.geopotential number by the normal gravity value computed on the
 BW0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0027.degrees latitude (g = 980.6199 gals.).
 BW0027
 BW0027.The modeled gravity was interpolated from observed gravity values.
 BW0027
 BW0027;                    North         East    Units  Estimated Accuracy
 BW0027;SPC LA N     -    56,780.    1,081,600.      MT  (+/- 180 meters Scaled)
 BW0027
 BW0027                          SUPERSEDED SURVEY CONTROL
 BW0027
 BW0027  NAVD 88 (06/15/91)   14.549  (m)           47.73   (f) UNKNOWN     1 1
 BW0027  NGVD 29 (??/??/??)   14.504  (m)           47.59   (f) ADJUSTED    1 1
 BW0027
 BW0027.Superseded values are not recommended for survey control.
 BW0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0027.See file dsdata.txt to determine how the superseded data were derived.
 BW0027
 BW0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ292314(NAD 83)
 BW0027_MARKER: DB = BENCH MARK DISK
 BW0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0027_STAMPING: Y 248 1966
 BW0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0027+STABILITY: SURFACE MOTION
 BW0027
 BW0027  HISTORY     - Date     Condition        Report By
 BW0027  HISTORY     - 1966     MONUMENTED       CGS
 BW0027  HISTORY     - 1976     GOOD             NGS
 BW0027
 BW0027                          STATION DESCRIPTION
 BW0027
 BW0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0027'2.0 MI E FROM OLD RIVER LOCKS.
 BW0027'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT OLD
 BW0027'RIVER, IN SECTION 49, T 1 N, R 8 E, ABOUT 0.15 MILE EAST OF A LAKE,
 BW0027'ABOUT 0.1 MILE NORTHEAST AND ACROSS THE HIGHWAY FROM A CORRAL, NORTH
 BW0027'OF AND ACROSS THE HIGHWAY FROM A WATER FILLED BORROW PIT, 142 FEET
 BW0027'NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER
 BW0027'LINE OF A WOODS ROAD, 7 FEET SOUTHEAST OF A 28-INCH OAK TREE, 1.6 FEET
 BW0027'NORTH OF A METAL WITNESS POST, ABOUT 25 FEET BELOW THE LEVEL OF THE
 BW0027'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BW0027
 BW0027                          STATION RECOVERY (1976)
 BW0027
 BW0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0027'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0027'HIGHWAY 418 AT TORRAS, 0.1 MILE NORTHEAST AND ACROSS THE HIGHWAY FROM
 BW0027'A WOODEN CORRAL, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 142 FT.
 BW0027'NORTH OF THE CENTER LINE OF THE HIGHWAY,  28 FT. EAST OF THE CENTER
 BW0027'LINE  OF THE DIRT ROAD, 7 FT. SOUTHEAST OF A 28 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3212 ***********************************************************************
 DH3212  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3212  DESIGNATION -  Y 248 OFFSET
 DH3212  PID         -  DH3212
 DH3212  STATE/COUNTY-  LA/CONCORDIA
 DH3212  USGS QUAD   -  TURNBULL ISLAND (1972)
 DH3212
 DH3212                         *CURRENT SURVEY CONTROL
 DH3212  ___________________________________________________________________
 DH3212* NAD 83(1992)-  31 00 31.96118(N)    091 38 53.12518(W)     ADJUSTED  
 DH3212* NAVD 88     -        21.47 **(meters)      70.4  **(feet)  GPS OBS(2004.65)
 DH3212  **This station is located in a subsidence area (see below).
 DH3212  ___________________________________________________________________
 DH3212  X           -    -157,363.225 (meters)                     COMP
 DH3212  Y           -  -5,469,215.901 (meters)                     COMP
 DH3212  Z           -   3,266,734.291 (meters)                     COMP
 DH3212  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DH3212  ELLIP HEIGHT-          -5.64  (meters)          (05/09/05) GPS OBS
 DH3212  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DH3212
 DH3212  HORZ ORDER  -  B
 DH3212  ELLP ORDER  -  FOURTH    CLASS II
 DH3212
 DH3212.The horizontal coordinates were established by GPS observations
 DH3212.and adjusted by the National Geodetic Survey in May 2005..
 DH3212
 DH3212 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3212 ** and geoid heights are valid at the date of observation. These heights
 DH3212 ** must always be validated when used as control.
 DH3212 ** The orthometric height was determined by GPS observations using
 DH3212 ** precise GPS observation and processing techniques and a new
 DH3212 ** realization of GEOID03. It supersedes the leveled height previously
 DH3212 ** determined for this station.
 DH3212 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3212 ** epoch indicated which incorporates improved geoid heights for the
 DH3212 ** Southern Louisiana Subsidence area.
 DH3212 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3212.The orthometric height was determined by GPS observations and a
 DH3212.high-resolution geoid model using precise GPS observation and
 DH3212.processing techniques.
 DH3212
 DH3212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3212
 DH3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3212
 DH3212.The ellipsoidal height was determined by GPS observations
 DH3212.and is referenced to NAD 83.
 DH3212
 DH3212.The geoid height was determined by GEOID03.
 DH3212
 DH3212;                    North         East     Units Scale Factor Converg.
 DH3212;SPC LA N     -    56,743.570 1,081,355.843   MT  1.00003952   +0 27 01.5
 DH3212;SPC LA N     -   186,166.20  3,547,748.29   sFT  1.00003952   +0 27 01.5
 DH3212;UTM  15      - 3,431,370.314   629,055.194   MT  0.99980544   +0 41 47.6
 DH3212
 DH3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3212!SPC LA N     -   1.00000089  x   1.00003952  =   1.00004041
 DH3212!UTM  15      -   1.00000089  x   0.99980544  =   0.99980633
 DH3212
 DH3212                          SUPERSEDED SURVEY CONTROL
 DH3212
 DH3212.No superseded survey control is available for this station.
 DH3212
 DH3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ2905531370(NAD 83)
 DH3212_MARKER: DD = SURVEY DISK
 DH3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3212_STAMPING: Y248 O/S
 DH3212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3212+STABILITY: SURFACE MOTION
 DH3212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3212+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 DH3212
 DH3212  HISTORY     - Date     Condition        Report By
 DH3212  HISTORY     - UNK      MONUMENTED       USACE
 DH3212  HISTORY     - 20030128 GOOD             3001
 DH3212
 DH3212                          STATION DESCRIPTION
 DH3212
 DH3212'DESCRIBED BY 3001, INC 2003 (MH)
 DH3212'THE STATION IS LOCATED IN CONCORDIA PARISH ABOUT 6.2 MILES NORTHEAST
 DH3212'OF LETTSWORTH, LA  8.0 SOUTHWEST AND ACROSS RIVER FROM FORT ADAMS,
 DH3212'MISS AND 9.2 MILES EAST NORTHEAST OF JIMMSPORT, LA
 DH3212' 
 DH3212'OWNERSHIP- COE
 DH3212' 
 DH3212'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND HWY 15 IN
 DH3212'LETTSWORTH, LA GO  7.75 MILES NORTH ALONG  HWY 15 AND MARK ON RIGHT.
 DH3212' 
 DH3212'THE STATION IS A 3.5' ROUND BRASS COE CAP SET IN CONCRETE, 0.8' BELOW
 DH3212'GROUND SURFACE,  STAMPED Y248OFFSET 2003, 21' SOUTH OF HWY 15, 6.7'
 DH3212'SOUTH OF EDGE OF ASPHALT (HWY 15) 27.5' EAST NORTHEAST OF A  (WELCOME
 DH3212'TO CONCORDIA PARISH) NORTHERN MOST IRON POST SIGN AT OLD LMS LEVEE STA
 DH3212'745+13.7, 0.15 MILES WEST OF NGS Y248  1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1524 ***********************************************************************
 BW1524  DESIGNATION -  Y 250
 BW1524  PID         -  BW1524
 BW1524  STATE/COUNTY-  LA/CONCORDIA
 BW1524  USGS QUAD   -  FROGMORE (1994)
 BW1524
 BW1524                         *CURRENT SURVEY CONTROL
 BW1524  ___________________________________________________________________
 BW1524* NAD 83(1986)-  31 36 11.     (N)    091 41 23.     (W)     SCALED    
 BW1524* NAVD 88     -        18.25   (+/-2cm)      59.9    (feet)  VERTCON   
 BW1524  ___________________________________________________________________
 BW1524  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1524
 BW1524  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1524
 BW1524.The horizontal coordinates were scaled from a topographic map and have
 BW1524.an estimated accuracy of +/- 6 seconds.
 BW1524
 BW1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1524.The vertical order pertains to the NGVD 29 superseded value.
 BW1524
 BW1524.The geoid height was determined by GEOID03.
 BW1524
 BW1524;                    North         East    Units  Estimated Accuracy
 BW1524;SPC LA N     -   122,590.    1,076,890.      MT  (+/- 180 meters Scaled)
 BW1524
 BW1524                          SUPERSEDED SURVEY CONTROL
 BW1524
 BW1524  NGVD 29 (??/??/92)   18.242  (m)           59.85   (f) ADJ UNCH    1 2
 BW1524
 BW1524.Superseded values are not recommended for survey control.
 BW1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1524.See file dsdata.txt to determine how the superseded data were derived.
 BW1524
 BW1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ242971(NAD 83)
 BW1524_MARKER: DB = BENCH MARK DISK
 BW1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1524_STAMPING: Y 250 1966
 BW1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1524+STABILITY: SURFACE MOTION
 BW1524
 BW1524  HISTORY     - Date     Condition        Report By
 BW1524  HISTORY     - 1966     MONUMENTED       CGS
 BW1524
 BW1524                          STATION DESCRIPTION
 BW1524
 BW1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1524'7.6 MI E FROM JONESVILLE.
 BW1524'ABOUT 7.5 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE NORTHWEST END OF
 BW1524'A CONCRETE HIGHWAY BRIDGE OVER THE BLACK RIVER AT JONESVILLE, OR ABOUT
 BW1524'8.75 MILES WEST ALONG U. S. HIGHWAY 84 FROM THE POST OFFICE AT
 BW1524'FERRIDAY, IN SECTION 7, T 7 N, R 8 E, AT A JUNCTION OF THE HIGHWAY AND
 BW1524'STATE HIGHWAY 129, 46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 53
 BW1524'FEET EAST OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 129, 120 FEET
 BW1524'NORTH AND ACROSS THE HIGHWAY FROM THE NORTH RAIL OF THE LOUISIANA
 BW1524'RAILWAY, 93 FEET EAST OF A POWER POLE, 68 FEET EAST OF THE CENTER LINE
 BW1524'OF A PRIVATE DRIVEWAY, 14 1/2 FEET EAST OF A 48-INCH BEECHNUT TREE,
 BW1524'1.4 FEET SOUTH OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST,
 BW1524'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 BW1524'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0664 ***********************************************************************
 BW0664  DESIGNATION -  Y 251
 BW0664  PID         -  BW0664
 BW0664  STATE/COUNTY-  LA/CONCORDIA
 BW0664  USGS QUAD   -  NATCHEZ (1976)
 BW0664
 BW0664                         *CURRENT SURVEY CONTROL
 BW0664  ___________________________________________________________________
 BW0664* NAD 83(1986)-  31 33 37.     (N)    091 26 04.     (W)     SCALED    
 BW0664* NAVD 88     -        17.369  (meters)      56.98   (feet)  ADJUSTED  
 BW0664  ___________________________________________________________________
 BW0664  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW0664  DYNAMIC HT  -          17.348 (meters)      56.92  (feet)  COMP
 BW0664  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 BW0664
 BW0664  VERT ORDER  -  FIRST     CLASS II
 BW0664
 BW0664.The horizontal coordinates were scaled from a topographic map and have
 BW0664.an estimated accuracy of +/- 6 seconds.
 BW0664
 BW0664.The orthometric height was determined by differential leveling
 BW0664.and adjusted by the National Geodetic Survey in February 1994..
 BW0664
 BW0664.The geoid height was determined by GEOID03.
 BW0664
 BW0664.The dynamic height is computed by dividing the NAVD 88
 BW0664.geopotential number by the normal gravity value computed on the
 BW0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0664.degrees latitude (g = 980.6199 gals.).
 BW0664
 BW0664.The modeled gravity was interpolated from observed gravity values.
 BW0664
 BW0664;                    North         East    Units  Estimated Accuracy
 BW0664;SPC LA N     -   118,060.    1,101,160.      MT  (+/- 180 meters Scaled)
 BW0664
 BW0664                          SUPERSEDED SURVEY CONTROL
 BW0664
 BW0664  NAVD 88 (06/15/91)   17.387  (m)           57.04   (f) UNKNOWN     1 2
 BW0664  NGVD 29 (??/??/??)   17.366  (m)           56.98   (f) ADJUSTED    1 2
 BW0664
 BW0664.Superseded values are not recommended for survey control.
 BW0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0664.See file dsdata.txt to determine how the superseded data were derived.
 BW0664
 BW0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ485927(NAD 83)
 BW0664_MARKER: DB = BENCH MARK DISK
 BW0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0664_STAMPING: Y 251 1966
 BW0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0664+STABILITY: SURFACE MOTION
 BW0664
 BW0664  HISTORY     - Date     Condition        Report By
 BW0664  HISTORY     - 1966     MONUMENTED       CGS
 BW0664  HISTORY     - 1979     GOOD             NGS
 BW0664
 BW0664                          STATION DESCRIPTION
 BW0664
 BW0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0664'0.75 MI SW FROM VIDALIA.
 BW0664'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAYS 65 AND 84 FROM THE COURTHOUSE
 BW0664'AT VIDALIA, THENCE 0.55 MILE SOUTHWEST ALONG STATE HIGHWAY 131, IN
 BW0664'SECTION 13, T 7 N, R 3 W, AT THE SOUTH CORNER OF THE SCHOOL GROUNDS
 BW0664'FOR THE CONCORDIA SCHOOL FOR NEGROES, 231 FEET SOUTHEAST OF THE SOUTH
 BW0664'CORNER OF THE GYMNASIUM, 63 FEET NORTHWEST OF THE CENTER LINE OF THE
 BW0664'HIGHWAY, 99 1/2 FEET SOUTHWEST OF A FIRE HYDRANT, 27 FEET NORTHWEST OF
 BW0664'A CORNER FENCE POST, 16 1/2 FEET NORTHEAST OF A POWER POLE BEARING A
 BW0664'TRANSFORMER, 1 1/2 FEET NORTHEAST OF A FENCE, 1.2 FEET NORTHEAST OF A
 BW0664'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 BW0664'SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH BELOW THE LEVEL OF THE
 BW0664'GROUND.
 BW0664
 BW0664                          STATION RECOVERY (1979)
 BW0664
 BW0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0664'ADD, 13.5 FEET WEST OF THE WEST CORNER OF A 6 FOOT CHAIN LINK FENCE
 BW0664'AROUND GAS METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1120 ***********************************************************************
 BX1120  DESIGNATION -  Y 252
 BX1120  PID         -  BX1120
 BX1120  STATE/COUNTY-  LA/RAPIDES
 BX1120  USGS QUAD   -  FOREST HILL (1993)
 BX1120
 BX1120                         *CURRENT SURVEY CONTROL
 BX1120  ___________________________________________________________________
 BX1120* NAD 83(1986)-  31 07 15.     (N)    092 30 14.     (W)     SCALED    
 BX1120* NAVD 88     -        37.882  (meters)     124.28   (feet)  ADJUSTED  
 BX1120  ___________________________________________________________________
 BX1120  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BX1120  DYNAMIC HT  -          37.834 (meters)     124.13  (feet)  COMP
 BX1120  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 BX1120
 BX1120  VERT ORDER  -  FIRST     CLASS I
 BX1120
 BX1120.The horizontal coordinates were scaled from a topographic map and have
 BX1120.an estimated accuracy of +/- 6 seconds.
 BX1120
 BX1120.The orthometric height was determined by differential leveling
 BX1120.and adjusted by the National Geodetic Survey in February 1994..
 BX1120
 BX1120.The geoid height was determined by GEOID03.
 BX1120
 BX1120.The dynamic height is computed by dividing the NAVD 88
 BX1120.geopotential number by the normal gravity value computed on the
 BX1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1120.degrees latitude (g = 980.6199 gals.).
 BX1120
 BX1120.The modeled gravity was interpolated from observed gravity values.
 BX1120
 BX1120;                    North         East    Units  Estimated Accuracy
 BX1120;SPC LA N     -    68,840.      999,630.      MT  (+/- 180 meters Scaled)
 BX1120
 BX1120                          SUPERSEDED SURVEY CONTROL
 BX1120
 BX1120  NAVD 88 (06/15/91)   37.878  (m)          124.27   (f) UNKNOWN     1 1
 BX1120  NGVD 29 (??/??/??)   37.865  (m)          124.23   (f) ADJUSTED    1 1
 BX1120
 BX1120.Superseded values are not recommended for survey control.
 BX1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1120.See file dsdata.txt to determine how the superseded data were derived.
 BX1120
 BX1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ473430(NAD 83)
 BX1120_MARKER: DB = BENCH MARK DISK
 BX1120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1120_SP_SET: CULVERT
 BX1120_STAMPING: Y 252 1966
 BX1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1120
 BX1120  HISTORY     - Date     Condition        Report By
 BX1120  HISTORY     - 1966     MONUMENTED       CGS
 BX1120  HISTORY     - 1970     GOOD             NGS
 BX1120  HISTORY     - 19990424 GOOD             USPSQD
 BX1120
 BX1120                          STATION DESCRIPTION
 BX1120
 BX1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1120'1.95 MI S FROM WOODWORTH.
 BX1120'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX1120'WOODWORTH, THENCE 1.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD,
 BX1120'1/2 POLE NORTH OF MILEPOST 612-20, 85 FEET WEST OF THE WEST RAIL, SET
 BX1120'IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL OF A CONCRETE
 BX1120'BOX CULVERT UNDER U.S. HIGHWAY 165, 26 FEET EAST OF THE CENTER LINE OF
 BX1120'THE HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND ABOUT
 BX1120'20 FEET BELOW THE LEVEL OF THE TRACK.  SEC 30, T 2N, E 1W.
 BX1120
 BX1120                          STATION RECOVERY (1999)
 BX1120
 BX1120'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1290 ***********************************************************************
 BW1290  DESIGNATION -  Y 253 RESET 1977
 BW1290  PID         -  BW1290
 BW1290  STATE/COUNTY-  LA/CONCORDIA
 BW1290  USGS QUAD   -  FORT ADAMS (1965)
 BW1290
 BW1290                         *CURRENT SURVEY CONTROL
 BW1290  ___________________________________________________________________
 BW1290* NAD 83(1986)-  31 02 40.     (N)    091 35 06.     (W)     SCALED    
 BW1290* NAVD 88     -        16.52   (+/-2cm)      54.2    (feet)  VERTCON   
 BW1290  ___________________________________________________________________
 BW1290  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BW1290
 BW1290  VERT ORDER  -  THIRD (See Below)
 BW1290
 BW1290.The horizontal coordinates were scaled from a topographic map and have
 BW1290.an estimated accuracy of +/- 6 seconds.
 BW1290
 BW1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1290.The vertical order pertains to the NGVD 29 superseded value.
 BW1290
 BW1290.The geoid height was determined by GEOID03.
 BW1290
 BW1290;                    North         East    Units  Estimated Accuracy
 BW1290;SPC LA N     -    60,740.    1,087,350.      MT  (+/- 180 meters Scaled)
 BW1290
 BW1290                          SUPERSEDED SURVEY CONTROL
 BW1290
 BW1290  NGVD 29 (09/18/05)   16.49   (m)           54.1    (f) RESET       3  
 BW1290
 BW1290.Superseded values are not recommended for survey control.
 BW1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1290.See file dsdata.txt to determine how the superseded data were derived.
 BW1290
 BW1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ350353(NAD 83)
 BW1290_MARKER: DB = BENCH MARK DISK
 BW1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1290_SP_SET: ROD
 BW1290_STAMPING: Y 253 RESET 1977
 BW1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1290
 BW1290  HISTORY     - Date     Condition        Report By
 BW1290  HISTORY     - 1977     MONUMENTED       NGS
 BW1290
 BW1290                          STATION DESCRIPTION
 BW1290
 BW1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BW1290'6.1 MI NE FROM OLD RIVER LOCKS.
 BW1290'LOCATED 6.1 MILES NORTHEAST ALONG STATE HIGHWAY FROM THE LOCKS AT OLD
 BW1290'RIVER, AT THE TOE OF THE LEVEE, 0.1 MILE SOUTHWEST OF BM PBM SOUTHWEST
 BW1290'BASE, 79 FEET WEST OF THE CENTER OF STATE HIGHWAY 15, 73 FEET SOUTH OF
 BW1290'A FOUR-FOOT TREE AT THE FOOT OF THE LEVEE, 24 FEET SOUTHEAST OF THE
 BW1290'CENTER OF A FIELD ROAD, 2 FEET SOUTHEAST OF A GATE POST IN A CROSS
 BW1290'FENCE, AT THE SOUTHEAST END OF AN APPROCH TO THE LEVEE AND 1 FOOT WEST
 BW1290'OF A METAL WITNESS POST.  THE IS A SHORT ROD TYPE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1360 ***********************************************************************
 CP1360  DESIGNATION -  Y 254
 CP1360  PID         -  CP1360
 CP1360  STATE/COUNTY-  LA/MADISON
 CP1360  USGS QUAD   -  TALLULAH (1994)
 CP1360
 CP1360                         *CURRENT SURVEY CONTROL
 CP1360  ___________________________________________________________________
 CP1360* NAD 83(1986)-  32 24 44.     (N)    091 11 45.     (W)     SCALED    
 CP1360* NAVD 88     -        25.125  (meters)      82.43   (feet)  ADJUSTED  
 CP1360  ___________________________________________________________________
 CP1360  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP1360  DYNAMIC HT  -          25.096 (meters)      82.34  (feet)  COMP
 CP1360  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 CP1360
 CP1360  VERT ORDER  -  FIRST     CLASS I
 CP1360
 CP1360.The horizontal coordinates were scaled from a topographic map and have
 CP1360.an estimated accuracy of +/- 6 seconds.
 CP1360
 CP1360.The orthometric height was determined by differential leveling
 CP1360.and adjusted by the National Geodetic Survey in June 1991..
 CP1360
 CP1360.The geoid height was determined by GEOID03.
 CP1360
 CP1360.The dynamic height is computed by dividing the NAVD 88
 CP1360.geopotential number by the normal gravity value computed on the
 CP1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1360.degrees latitude (g = 980.6199 gals.).
 CP1360
 CP1360.The modeled gravity was interpolated from observed gravity values.
 CP1360
 CP1360;                    North         East    Units  Estimated Accuracy
 CP1360;SPC LA N     -   212,760.    1,122,670.      MT  (+/- 180 meters Scaled)
 CP1360
 CP1360                          SUPERSEDED SURVEY CONTROL
 CP1360
 CP1360  NGVD 29 (??/??/??)   25.130  (m)           82.45   (f) ADJUSTED    1 1
 CP1360
 CP1360.Superseded values are not recommended for survey control.
 CP1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1360.See file dsdata.txt to determine how the superseded data were derived.
 CP1360
 CP1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR696875(NAD 83)
 CP1360_MARKER: DB = BENCH MARK DISK
 CP1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1360_SP_SET: CATCH BASIN
 CP1360_STAMPING: Y 254 1968
 CP1360_MARK LOGO: CGS   
 CP1360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1360
 CP1360  HISTORY     - Date     Condition        Report By
 CP1360  HISTORY     - 1968     MONUMENTED       CGS
 CP1360  HISTORY     - 19870115 GOOD             LADTD
 CP1360
 CP1360                          STATION DESCRIPTION
 CP1360
 CP1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1360'0.65 MI W FROM TALLULAH.
 CP1360'0.65 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT TALLULAH,
 CP1360'IN SECTION 36, T 17 N, R 12 E, 25 FEET SOUTH OF THE CENTER LINE OF THE
 CP1360'HIGHWAY, 141 FEET EAST OF THE EXTENDED CENTER LINE OF SECOND STREET
 CP1360'WHICH LEADS NORTH, 35 FEET WEST OF THE CENTER LINE OF A PAVED STREET
 CP1360'WHICH LEADS SOUTH, SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 CP1360'CONCRETE CATCH BASIN, 13 FEET EAST OF A POWER POLE, 3 1/2 FEET SOUTH
 CP1360'OF THE SOUTH CURB OF THE HIGHWAY, 1/2 FOOT BELOW THE TOP OF THE CATCH
 CP1360'BASIN, AND ABOUT LEVEL WITH THE HIGHWAY.
 CP1360
 CP1360                          STATION RECOVERY (1987)
 CP1360
 CP1360'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP1360'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0066 ***********************************************************************
 CQ0066  DESIGNATION -  Y 255
 CQ0066  PID         -  CQ0066
 CQ0066  STATE/COUNTY-  LA/OUACHITA
 CQ0066  USGS QUAD   -  CALHOUN (1994)
 CQ0066
 CQ0066                         *CURRENT SURVEY CONTROL
 CQ0066  ___________________________________________________________________
 CQ0066* NAD 83(1986)-  32 31 12.     (N)    092 19 42.     (W)     SCALED    
 CQ0066* NAVD 88     -        40.761  (meters)     133.73   (feet)  ADJUSTED  
 CQ0066  ___________________________________________________________________
 CQ0066  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ0066  DYNAMIC HT  -          40.716 (meters)     133.58  (feet)  COMP
 CQ0066  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CQ0066
 CQ0066  VERT ORDER  -  FIRST     CLASS I
 CQ0066
 CQ0066.The horizontal coordinates were scaled from a topographic map and have
 CQ0066.an estimated accuracy of +/- 6 seconds.
 CQ0066
 CQ0066.The orthometric height was determined by differential leveling
 CQ0066.and adjusted by the National Geodetic Survey in June 1991..
 CQ0066
 CQ0066.The geoid height was determined by GEOID03.
 CQ0066
 CQ0066.The dynamic height is computed by dividing the NAVD 88
 CQ0066.geopotential number by the normal gravity value computed on the
 CQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0066.degrees latitude (g = 980.6199 gals.).
 CQ0066
 CQ0066.The modeled gravity was interpolated from observed gravity values.
 CQ0066
 CQ0066;                    North         East    Units  Estimated Accuracy
 CQ0066;SPC LA N     -   223,990.    1,016,130.      MT  (+/- 180 meters Scaled)
 CQ0066
 CQ0066                          SUPERSEDED SURVEY CONTROL
 CQ0066
 CQ0066  NGVD 29 (??/??/??)   40.816  (m)          133.91   (f) ADJUSTED    1 1
 CQ0066
 CQ0066.Superseded values are not recommended for survey control.
 CQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0066.See file dsdata.txt to determine how the superseded data were derived.
 CQ0066
 CQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR630982(NAD 83)
 CQ0066_MARKER: DB = BENCH MARK DISK
 CQ0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0066_SP_SET: OVERPASS
 CQ0066_STAMPING: Y 255 1968
 CQ0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0066
 CQ0066  HISTORY     - Date     Condition        Report By
 CQ0066  HISTORY     - 1968     MONUMENTED       CGS
 CQ0066  HISTORY     - 1969     GOOD             CGS
 CQ0066  HISTORY     - 1987     GOOD             USPSQD
 CQ0066  HISTORY     - 1991     GOOD             USPSQD
 CQ0066
 CQ0066                          STATION DESCRIPTION
 CQ0066
 CQ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0066'1.85 MI E FROM CALHOUN.
 CQ0066'ABOUT 1.85 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CQ0066'CALHOUN, IN SECTION 25, T 18 N, R 1 E, 20 FEET NORTHWEST OF THE CENTER
 CQ0066'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 CQ0066'SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OVER INTERSTATE
 CQ0066'HIGHWAY 20, AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ0066
 CQ0066                          STATION RECOVERY (1987)
 CQ0066
 CQ0066'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0066'RECOVERED IN GOOD CONDITION.
 CQ0066
 CQ0066                          STATION RECOVERY (1991)
 CQ0066
 CQ0066'RECOVERY NOTE BY US POWER SQUADRON 1991 (CR)
 CQ0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1016 ***********************************************************************
 CQ1016  DESIGNATION -  Y 256
 CQ1016  PID         -  CQ1016
 CQ1016  STATE/COUNTY-  LA/LINCOLN
 CQ1016  USGS QUAD   -  ARCADIA (1994)
 CQ1016
 CQ1016                         *CURRENT SURVEY CONTROL
 CQ1016  ___________________________________________________________________
 CQ1016* NAD 83(1986)-  32 32 33.     (N)    092 52 32.     (W)     SCALED    
 CQ1016* NAVD 88     -       118.067  (meters)     387.36   (feet)  ADJUSTED  
 CQ1016  ___________________________________________________________________
 CQ1016  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CQ1016  DYNAMIC HT  -         117.934 (meters)     386.92  (feet)  COMP
 CQ1016  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 CQ1016
 CQ1016  VERT ORDER  -  FIRST     CLASS I
 CQ1016
 CQ1016.The horizontal coordinates were scaled from a topographic map and have
 CQ1016.an estimated accuracy of +/- 6 seconds.
 CQ1016
 CQ1016.The orthometric height was determined by differential leveling
 CQ1016.and adjusted by the National Geodetic Survey in June 1991..
 CQ1016
 CQ1016.The geoid height was determined by GEOID03.
 CQ1016
 CQ1016.The dynamic height is computed by dividing the NAVD 88
 CQ1016.geopotential number by the normal gravity value computed on the
 CQ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1016.degrees latitude (g = 980.6199 gals.).
 CQ1016
 CQ1016.The modeled gravity was interpolated from observed gravity values.
 CQ1016
 CQ1016;                    North         East    Units  Estimated Accuracy
 CQ1016;SPC LA N     -   226,530.      964,720.      MT  (+/- 180 meters Scaled)
 CQ1016
 CQ1016                          SUPERSEDED SURVEY CONTROL
 CQ1016
 CQ1016  NGVD 29 (??/??/??)  118.139  (m)          387.59   (f) ADJUSTED    1 1
 CQ1016
 CQ1016.Superseded values are not recommended for survey control.
 CQ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1016.See file dsdata.txt to determine how the superseded data were derived.
 CQ1016
 CQ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS116005(NAD 83)
 CQ1016_MARKER: DB = BENCH MARK DISK
 CQ1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1016_SP_SET: ABUTMENT
 CQ1016_STAMPING: Y 256 1968
 CQ1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1016
 CQ1016  HISTORY     - Date     Condition        Report By
 CQ1016  HISTORY     - 1968     MONUMENTED       CGS
 CQ1016  HISTORY     - 1969     GOOD             CGS
 CQ1016  HISTORY     - 1987     GOOD             USPSQD
 CQ1016
 CQ1016                          STATION DESCRIPTION
 CQ1016
 CQ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1016'2.7 MI E FROM ARCADIA.
 CQ1016'ABOUT 2.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1016'STATION AT ARCADIA, IN SECTION 15, T 18 N, R 5 W, AT THE RAILROAD
 CQ1016'UNDERPASS FOR U.S. HIGHWAY 80, 0.2 MILE EAST OF THE BIENVILLE-LINCOLN
 CQ1016'PARISH LINE, 21 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 80, SET
 CQ1016'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE
 CQ1016'UNDERPASS, AND ABOUT LEVEL WITH THE HIGHWAY.
 CQ1016
 CQ1016                          STATION RECOVERY (1987)
 CQ1016
 CQ1016'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1242 ***********************************************************************
 CQ1242  DESIGNATION -  Y 257
 CQ1242  PID         -  CQ1242
 CQ1242  STATE/COUNTY-  LA/WEBSTER
 CQ1242  USGS QUAD   -  DOYLINE (1981)
 CQ1242
 CQ1242                         *CURRENT SURVEY CONTROL
 CQ1242  ___________________________________________________________________
 CQ1242* NAD 83(1986)-  32 32 13.     (N)    093 25 23.     (W)     SCALED    
 CQ1242* NAVD 88     -        66.321  (meters)     217.59   (feet)  ADJUSTED  
 CQ1242  ___________________________________________________________________
 CQ1242  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ1242  DYNAMIC HT  -          66.246 (meters)     217.34  (feet)  COMP
 CQ1242  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 CQ1242
 CQ1242  VERT ORDER  -  FIRST     CLASS I
 CQ1242
 CQ1242.The horizontal coordinates were scaled from a topographic map and have
 CQ1242.an estimated accuracy of +/- 6 seconds.
 CQ1242
 CQ1242.The orthometric height was determined by differential leveling
 CQ1242.and adjusted by the National Geodetic Survey in June 1991..
 CQ1242
 CQ1242.The geoid height was determined by GEOID03.
 CQ1242
 CQ1242.The dynamic height is computed by dividing the NAVD 88
 CQ1242.geopotential number by the normal gravity value computed on the
 CQ1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1242.degrees latitude (g = 980.6199 gals.).
 CQ1242
 CQ1242.The modeled gravity was interpolated from observed gravity values.
 CQ1242
 CQ1242;                    North         East    Units  Estimated Accuracy
 CQ1242;SPC LA N     -   226,220.      913,290.      MT  (+/- 180 meters Scaled)
 CQ1242
 CQ1242                          SUPERSEDED SURVEY CONTROL
 CQ1242
 CQ1242  NGVD 29 (??/??/??)   66.397  (m)          217.84   (f) ADJUSTED    1 1
 CQ1242
 CQ1242.Superseded values are not recommended for survey control.
 CQ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1242.See file dsdata.txt to determine how the superseded data were derived.
 CQ1242
 CQ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS602000(NAD 83)
 CQ1242_MARKER: DB = BENCH MARK DISK
 CQ1242_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ1242_SP_SET: 39.5 FT
 CQ1242_STAMPING: Y 257 1969
 CQ1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1242
 CQ1242  HISTORY     - Date     Condition        Report By
 CQ1242  HISTORY     - 1969     MONUMENTED       CGS
 CQ1242  HISTORY     - 20000205 MARK NOT FOUND   USPSQD
 CQ1242  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 CQ1242
 CQ1242                          STATION DESCRIPTION
 CQ1242
 CQ1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1242'0.9 MI W FROM DOYLINE.
 CQ1242'ABOUT 0.9 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE HIGH
 CQ1242'SCHOOL AT DOYLINE, IN SECTION 20, T 18 N, R 10 W, 76 YARDS SOUTHWEST
 CQ1242'OF MILEPOST 149, 64 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 CQ1242'TRACK, 122 1/2 FEET SOUTHWEST AND ACROSS THE TRACKS FROM TELEPHONE
 CQ1242'POLE NUMBER 10954, 15 FEET WEST OF THE CENTER OF A WIRE GATE, 14 FEET
 CQ1242'SOUTH OF THE CENTER LINE OF A TRAIL ROAD, 13 FEET EAST OF A 26-INCH
 CQ1242'OAK TREE, 7 FEET NORTHWEST OF A 28-INCH GUM TREE, 1 FOOT NORTH OF A
 CQ1242'FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FT BELOW THE
 CQ1242'LEVEL OF THE TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL ROAD,
 CQ1242'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 CQ1242'DEPTH OF 39 1/2 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH
 CQ1242'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1242
 CQ1242                          STATION RECOVERY (2000)
 CQ1242
 CQ1242'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1242'MARK NOT FOUND.
 CQ1242
 CQ1242                          STATION RECOVERY (2002)
 CQ1242
 CQ1242'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1293 ***********************************************************************
 CQ1293  DESIGNATION -  Y 258
 CQ1293  PID         -  CQ1293
 CQ1293  STATE/COUNTY-  LA/BIENVILLE
 CQ1293  USGS QUAD   -  GIBSLAND (1986)
 CQ1293
 CQ1293                         *CURRENT SURVEY CONTROL
 CQ1293  ___________________________________________________________________
 CQ1293* NAD 83(1986)-  32 32 49.     (N)    093 02 09.     (W)     SCALED    
 CQ1293* NAVD 88     -        71.670  (meters)     235.14   (feet)  ADJUSTED  
 CQ1293  ___________________________________________________________________
 CQ1293  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CQ1293  DYNAMIC HT  -          71.589 (meters)     234.87  (feet)  COMP
 CQ1293  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 CQ1293
 CQ1293  VERT ORDER  -  FIRST     CLASS I
 CQ1293
 CQ1293.The horizontal coordinates were scaled from a topographic map and have
 CQ1293.an estimated accuracy of +/- 6 seconds.
 CQ1293
 CQ1293.The orthometric height was determined by differential leveling
 CQ1293.and adjusted by the National Geodetic Survey in June 1991..
 CQ1293
 CQ1293.The geoid height was determined by GEOID03.
 CQ1293
 CQ1293.The dynamic height is computed by dividing the NAVD 88
 CQ1293.geopotential number by the normal gravity value computed on the
 CQ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1293.degrees latitude (g = 980.6199 gals.).
 CQ1293
 CQ1293.The modeled gravity was interpolated from observed gravity values.
 CQ1293
 CQ1293;                    North         East    Units  Estimated Accuracy
 CQ1293;SPC LA N     -   227,090.      949,670.      MT  (+/- 180 meters Scaled)
 CQ1293
 CQ1293                          SUPERSEDED SURVEY CONTROL
 CQ1293
 CQ1293  NGVD 29 (??/??/??)   71.746  (m)          235.39   (f) ADJUSTED    1 1
 CQ1293
 CQ1293.Superseded values are not recommended for survey control.
 CQ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1293.See file dsdata.txt to determine how the superseded data were derived.
 CQ1293
 CQ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS966010(NAD 83)
 CQ1293_MARKER: DB = BENCH MARK DISK
 CQ1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ1293_SP_SET: FOUNDATION
 CQ1293_STAMPING: Y 258 1969
 CQ1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ1293
 CQ1293  HISTORY     - Date     Condition        Report By
 CQ1293  HISTORY     - 1969     MONUMENTED       CGS
 CQ1293
 CQ1293                          STATION DESCRIPTION
 CQ1293
 CQ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1293'1.1 MI E FROM GIBSLAND.
 CQ1293'ABOUT 0.8 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1293'STATION AT GIBSLAND, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 80, IN
 CQ1293'SECTION 13, T 18 N, R 6 W, AT THE EAST END OF A CONCRETE HIGHWAY
 CQ1293'BRIDGE OVER BRINSON CREEK, 14 1/2 FEET NORTH OF THE CENTER LINE OF THE
 CQ1293'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 CQ1293'FOUNDATION OF THE NORTH GUARD RAIL ON THE BRIDGE, 1 FOOT SOUTHWEST OF
 CQ1293'THE SOUTHWEST CORNER OF A CURVED PILLAR, AND ABOUT 1 FOOT ABOVE THE
 CQ1293'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1808 ***********************************************************************
 CQ1808  DESIGNATION -  Y 259
 CQ1808  PID         -  CQ1808
 CQ1808  STATE/COUNTY-  LA/CADDO
 CQ1808  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1808
 CQ1808                         *CURRENT SURVEY CONTROL
 CQ1808  ___________________________________________________________________
 CQ1808* NAD 83(1986)-  32 23 22.     (N)    093 40 56.     (W)     SCALED    
 CQ1808* NAVD 88     -        49.068  (meters)     160.98   (feet)  ADJUSTED  
 CQ1808  ___________________________________________________________________
 CQ1808  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ1808  DYNAMIC HT  -          49.013 (meters)     160.80  (feet)  COMP
 CQ1808  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 CQ1808
 CQ1808  VERT ORDER  -  FIRST     CLASS I
 CQ1808
 CQ1808.The horizontal coordinates were scaled from a topographic map and have
 CQ1808.an estimated accuracy of +/- 6 seconds.
 CQ1808
 CQ1808.The orthometric height was determined by differential leveling
 CQ1808.and adjusted by the National Geodetic Survey in February 1994..
 CQ1808
 CQ1808.The geoid height was determined by GEOID03.
 CQ1808
 CQ1808.The dynamic height is computed by dividing the NAVD 88
 CQ1808.geopotential number by the normal gravity value computed on the
 CQ1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1808.degrees latitude (g = 980.6199 gals.).
 CQ1808
 CQ1808.The modeled gravity was interpolated from observed gravity values.
 CQ1808
 CQ1808;                    North         East    Units  Estimated Accuracy
 CQ1808;SPC LA N     -   210,100.      888,770.      MT  (+/- 180 meters Scaled)
 CQ1808
 CQ1808                          SUPERSEDED SURVEY CONTROL
 CQ1808
 CQ1808  NAVD 88 (06/15/91)   49.071  (m)          160.99   (f) UNKNOWN     1 1
 CQ1808  NGVD 29 (??/??/??)   49.134  (m)          161.20   (f) ADJUSTED    1 1
 CQ1808
 CQ1808.Superseded values are not recommended for survey control.
 CQ1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1808.See file dsdata.txt to determine how the superseded data were derived.
 CQ1808
 CQ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR358838(NAD 83)
 CQ1808_MARKER: DB = BENCH MARK DISK
 CQ1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1808_STAMPING: Y 259 1969
 CQ1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1808+STABILITY: SURFACE MOTION
 CQ1808
 CQ1808  HISTORY     - Date     Condition        Report By
 CQ1808  HISTORY     - 1969     MONUMENTED       CGS
 CQ1808  HISTORY     - 1977     GOOD             NGS
 CQ1808  HISTORY     - 19941023 MARK NOT FOUND   USPSQD
 CQ1808  HISTORY     - 19991016 GOOD             USPSQD
 CQ1808
 CQ1808                          STATION DESCRIPTION
 CQ1808
 CQ1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1808'5.1 MI SE FROM SHREVEPORT.
 CQ1808'ABOUT 5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 1 WHICH IS YOUREE DRIVE
 CQ1808'FROM THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, IN SECTION 3, T
 CQ1808'16 N, R 13 W, 165 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TEXAS
 CQ1808'AND PACIFIC RAILROAD, 87 FEET NORTHEAST OF THE CENTER LINE OF THE
 CQ1808'HIGHWAY, 138 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM MILEPOST 307,
 CQ1808'34 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET
 CQ1808'SOUTHWEST OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 CQ1808'1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CQ1808'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CQ1808
 CQ1808                          STATION RECOVERY (1977)
 CQ1808
 CQ1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1808'RECOVERED IN GOOD CONDITION.
 CQ1808
 CQ1808                          STATION RECOVERY (1994)
 CQ1808
 CQ1808'RECOVERY NOTE BY US POWER SQUADRON 1994
 CQ1808'MARK NOT FOUND.
 CQ1808
 CQ1808                          STATION RECOVERY (1999)
 CQ1808
 CQ1808'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1467 ***********************************************************************
 CQ1467  DESIGNATION -  Y 260
 CQ1467  PID         -  CQ1467
 CQ1467  STATE/COUNTY-  LA/RED RIVER
 CQ1467  USGS QUAD   -  EAST POINT (1979)
 CQ1467
 CQ1467                         *CURRENT SURVEY CONTROL
 CQ1467  ___________________________________________________________________
 CQ1467* NAD 83(1986)-  32 12 25.     (N)    093 28 53.     (W)     SCALED    
 CQ1467* NAVD 88     -        42.378  (meters)     139.04   (feet)  ADJUSTED  
 CQ1467  ___________________________________________________________________
 CQ1467  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CQ1467  DYNAMIC HT  -          42.329 (meters)     138.87  (feet)  COMP
 CQ1467  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CQ1467
 CQ1467  VERT ORDER  -  FIRST     CLASS I
 CQ1467
 CQ1467.The horizontal coordinates were scaled from a topographic map and have
 CQ1467.an estimated accuracy of +/- 6 seconds.
 CQ1467
 CQ1467.The orthometric height was determined by differential leveling
 CQ1467.and adjusted by the National Geodetic Survey in February 1994..
 CQ1467
 CQ1467.The geoid height was determined by GEOID03.
 CQ1467
 CQ1467.The dynamic height is computed by dividing the NAVD 88
 CQ1467.geopotential number by the normal gravity value computed on the
 CQ1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1467.degrees latitude (g = 980.6199 gals.).
 CQ1467
 CQ1467.The modeled gravity was interpolated from observed gravity values.
 CQ1467
 CQ1467;                    North         East    Units  Estimated Accuracy
 CQ1467;SPC LA N     -   189,680.      907,480.      MT  (+/- 180 meters Scaled)
 CQ1467
 CQ1467                          SUPERSEDED SURVEY CONTROL
 CQ1467
 CQ1467  NAVD 88 (06/15/91)   42.377  (m)          139.03   (f) UNKNOWN     1 1
 CQ1467  NGVD 29 (??/??/??)   42.429  (m)          139.20   (f) ADJUSTED    1 1
 CQ1467
 CQ1467.Superseded values are not recommended for survey control.
 CQ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1467.See file dsdata.txt to determine how the superseded data were derived.
 CQ1467
 CQ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR546634(NAD 83)
 CQ1467_MARKER: DB = BENCH MARK DISK
 CQ1467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1467_SP_SET: CULVERT
 CQ1467_STAMPING: Y 260 1969
 CQ1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1467
 CQ1467  HISTORY     - Date     Condition        Report By
 CQ1467  HISTORY     - 1969     MONUMENTED       CGS
 CQ1467  HISTORY     - 1977     GOOD             NGS
 CQ1467  HISTORY     - 1987     GOOD             USPSQD
 CQ1467
 CQ1467                          STATION DESCRIPTION
 CQ1467
 CQ1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1467'18.95 MI NW FROM COUSHATTA.
 CQ1467'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1467'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1467'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 8.4 MILES NORTH
 CQ1467'ALONG STATE HIGHWAY 1, IN SECTION 15, T 14 N, R 11 W, 0.1 MILE
 CQ1467'NORTHEAST OF A METAL BARN, 39 1/2 FEET WEST OF THE CENTER LINE OF THE
 CQ1467'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF
 CQ1467'A CONCRETE BOX CULVERT, 34 FEET EAST OF THE EAST RAIL OF THE TEXAS AND
 CQ1467'PACIFIC RAILROAD, 131 FEET SOUTH OF A POWER POLE, ABOUT 9 FEET BELOW
 CQ1467'THE LEVEL OF THE TRACK, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 CQ1467'HIGHWAY.
 CQ1467
 CQ1467                          STATION RECOVERY (1977)
 CQ1467
 CQ1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1467'RECOVERED IN GOOD CONDITION.
 CQ1467
 CQ1467                          STATION RECOVERY (1987)
 CQ1467
 CQ1467'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 CQ1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8216 ***********************************************************************
 AC8216  DESIGNATION -  Y 261 RESET
 AC8216  PID         -  AC8216
 AC8216  STATE/COUNTY-  LA/RED RIVER
 AC8216  USGS QUAD   -  COUSHATTA (1979)
 AC8216
 AC8216                         *CURRENT SURVEY CONTROL
 AC8216  ___________________________________________________________________
 AC8216* NAD 83(1986)-  32 00 48.     (N)    093 21 08.     (W)     SCALED    
 AC8216* NAVD 88     -        45.28   (+/-2cm)     148.6    (feet)  VERTCON   
 AC8216  ___________________________________________________________________
 AC8216  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AC8216
 AC8216  VERT ORDER  -  THIRD (See Below)
 AC8216
 AC8216.The horizontal coordinates were scaled from a topographic map and have
 AC8216.an estimated accuracy of +/- 6 seconds.
 AC8216
 AC8216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8216.The vertical order pertains to the NGVD 29 superseded value.
 AC8216
 AC8216.The geoid height was determined by GEOID03.
 AC8216
 AC8216;                    North         East    Units  Estimated Accuracy
 AC8216;SPC LA N     -   168,110.      919,490.      MT  (+/- 180 meters Scaled)
 AC8216
 AC8216                          SUPERSEDED SURVEY CONTROL
 AC8216
 AC8216  NGVD 29 (09/18/05)   45.34   (m)          148.8    (f) RESET       3  
 AC8216
 AC8216.Superseded values are not recommended for survey control.
 AC8216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8216.See file dsdata.txt to determine how the superseded data were derived.
 AC8216
 AC8216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR667419(NAD 83)
 AC8216_MARKER: DV = VERTICAL CONTROL DISK
 AC8216_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8216_SP_SET: PIER FOUNDATION
 AC8216_STAMPING: Y 261 RESET 1990
 AC8216_MARK LOGO: NGS   
 AC8216_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8216+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8216
 AC8216  HISTORY     - Date     Condition        Report By
 AC8216  HISTORY     - 1990     MONUMENTED       LADTD
 AC8216
 AC8216                          STATION DESCRIPTION
 AC8216
 AC8216'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 AC8216'THE STATION IS LOCATED IN COUSHATTA ON THE EAST BANK OF THE RED RIVER,
 AC8216'UNDER THE U.S.  HIGHWAY 84 BRIDGE OVER THE RED RIVER, SET IN THE PIER
 AC8216'FOUNDATION FOR THE SOUTH SET OF THE SECOND SET OF PIERS FROM THE EAST
 AC8216'WATERS EDGE NEAR THE CENTER OF THE EAST FACE OF THE PIER. THE STATION
 AC8216'IS 13.0 M (42.7 FT) WEST FROM THE CENTER OF ABNEY STREET AND 0.3 M
 AC8216'(1.0 FT) EAST FROM THE EAST FACE OF THE PIER.  THE MARK IS RECESSED 15
 AC8216'CM BELOW THE GROUND SURFACE AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1135 ***********************************************************************
 BX1135  DESIGNATION -  Y 262
 BX1135  PID         -  BX1135
 BX1135  STATE/COUNTY-  LA/RAPIDES
 BX1135  USGS QUAD   -  FOREST HILL (1993)
 BX1135
 BX1135                         *CURRENT SURVEY CONTROL
 BX1135  ___________________________________________________________________
 BX1135* NAD 83(1986)-  31 01 03.     (N)    092 32 59.     (W)     SCALED    
 BX1135* NAVD 88     -        35.483  (meters)     116.41   (feet)  ADJUSTED  
 BX1135  ___________________________________________________________________
 BX1135  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BX1135  DYNAMIC HT  -          35.439 (meters)     116.27  (feet)  COMP
 BX1135  MODELED GRAV-     979,378.8   (mgal)                       NAVD 88
 BX1135
 BX1135  VERT ORDER  -  FIRST     CLASS I
 BX1135
 BX1135.The horizontal coordinates were scaled from a topographic map and have
 BX1135.an estimated accuracy of +/- 6 seconds.
 BX1135
 BX1135.The orthometric height was determined by differential leveling
 BX1135.and adjusted by the National Geodetic Survey in February 1994..
 BX1135
 BX1135.The geoid height was determined by GEOID03.
 BX1135
 BX1135.The dynamic height is computed by dividing the NAVD 88
 BX1135.geopotential number by the normal gravity value computed on the
 BX1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1135.degrees latitude (g = 980.6199 gals.).
 BX1135
 BX1135.The modeled gravity was interpolated from observed gravity values.
 BX1135
 BX1135;                    North         East    Units  Estimated Accuracy
 BX1135;SPC LA N     -    57,380.      995,250.      MT  (+/- 180 meters Scaled)
 BX1135
 BX1135                          SUPERSEDED SURVEY CONTROL
 BX1135
 BX1135  NAVD 88 (06/15/91)   35.478  (m)          116.40   (f) UNKNOWN     1 1
 BX1135  NGVD 29 (??/??/??)   35.463  (m)          116.35   (f) ADJUSTED    1 1
 BX1135
 BX1135.Superseded values are not recommended for survey control.
 BX1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1135.See file dsdata.txt to determine how the superseded data were derived.
 BX1135
 BX1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ429316(NAD 83)
 BX1135_MARKER: DB = BENCH MARK DISK
 BX1135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1135_SP_SET: CULVERT
 BX1135_STAMPING: Y 262 1969
 BX1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1135
 BX1135  HISTORY     - Date     Condition        Report By
 BX1135  HISTORY     - 1969     MONUMENTED       CGS
 BX1135  HISTORY     - 1970     GOOD             NGS
 BX1135  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1135
 BX1135                          STATION DESCRIPTION
 BX1135
 BX1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1135'1.9 MI SW FROM FOREST HILL.
 BX1135'1.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 BX1135'OFFICE AT FOREST HILL, OR ABOUT 3.65 MILES NORTHEAST ALONG THE
 BX1135'MISSOURI PACIFIC RAILROAD FROM THE TOWN HALL AT GLENMORA, IN SECTION
 BX1135'35, T 1 S, R 2 W, 3 1/2 POLES SOUTHWEST OF MILEPOST 620, 16 FEET
 BX1135'SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHWEST END
 BX1135'OF THE SOUTHEAST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE
 BX1135'TRACK, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 BX1135
 BX1135                          STATION RECOVERY (1999)
 BX1135
 BX1135'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1331 ***********************************************************************
 BX1331  DESIGNATION -  Y 263
 BX1331  PID         -  BX1331
 BX1331  STATE/COUNTY-  LA/WINN
 BX1331  USGS QUAD   -  ST MAURICE (1993)
 BX1331
 BX1331                         *CURRENT SURVEY CONTROL
 BX1331  ___________________________________________________________________
 BX1331* NAD 83(1986)-  31 45 22.     (N)    092 56 36.     (W)     SCALED    
 BX1331* NAVD 88     -        51.45   (+/-2cm)     168.8    (feet)  VERTCON   
 BX1331  ___________________________________________________________________
 BX1331  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1331
 BX1331  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1331
 BX1331.The horizontal coordinates were scaled from a topographic map and have
 BX1331.an estimated accuracy of +/- 6 seconds.
 BX1331
 BX1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1331.The vertical order pertains to the NGVD 29 superseded value.
 BX1331
 BX1331.The geoid height was determined by GEOID03.
 BX1331
 BX1331;                    North         East    Units  Estimated Accuracy
 BX1331;SPC LA N     -   139,360.      958,000.      MT  (+/- 180 meters Scaled)
 BX1331
 BX1331                          SUPERSEDED SURVEY CONTROL
 BX1331
 BX1331  NGVD 29 (??/??/??)   51.477  (m)          168.89   (f) ADJUSTED    1 1
 BX1331
 BX1331.Superseded values are not recommended for survey control.
 BX1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1331.See file dsdata.txt to determine how the superseded data were derived.
 BX1331
 BX1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR053134(NAD 83)
 BX1331_MARKER: DB = BENCH MARK DISK
 BX1331_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1331_SP_SET: 49.5 FT
 BX1331_STAMPING: Y 263 1969
 BX1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1331
 BX1331  HISTORY     - Date     Condition        Report By
 BX1331  HISTORY     - 1969     MONUMENTED       CGS
 BX1331  HISTORY     - 20010922 GOOD             USPSQD
 BX1331  HISTORY     - 20060610 GOOD             USPSQD
 BX1331
 BX1331                          STATION DESCRIPTION
 BX1331
 BX1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1331'7.05 MI NW FROM MONTGOMERY.
 BX1331'ABOUT 7.05 MILES NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE
 BX1331'INTERSECTION OF U. S. HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY,
 BX1331'OR ABOUT 7.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE JUNCTION
 BX1331'OF U. S. HIGHWAYS 71 AND 84 AT CLARENCE, IN SECTION 14, T 9 N, R 6 W,
 BX1331'AT THE JUNCTION OF U. S. HIGHWAY 71 AND A DIRT ROAD LEADING NORTH, 83
 BX1331'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF THE
 BX1331'CENTER LINE OF THE DIRT ROAD, 33 1/2 FEET NORTHWEST OF THE NORTHWEST
 BX1331'CORNER OF A CATTLE GUARD, 40 FEET NORTH OF A FENCE, 0.9 FOOT NORTH OF
 BX1331'A METAL WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, ABOUT 3 FEET
 BX1331'BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 BX1331'COATED ROD THAT IS DRIVEN TO A DEPTH OF 49 1/2 FEET AND IS ENCASED IN
 BX1331'A 6-INCH IRON PIPE WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE
 BX1331'GROUND.
 BX1331
 BX1331                          STATION RECOVERY (2001)
 BX1331
 BX1331'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1331'RECOVERED IN GOOD CONDITION.
 BX1331
 BX1331                          STATION RECOVERY (2006)
 BX1331
 BX1331'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BX1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1328 ***********************************************************************
 BX1328  DESIGNATION -  Y 264
 BX1328  PID         -  BX1328
 BX1328  STATE/COUNTY-  LA/NATCHITOCHES
 BX1328  USGS QUAD   -  ST MAURICE (1993)
 BX1328
 BX1328                         *CURRENT SURVEY CONTROL
 BX1328  ___________________________________________________________________
 BX1328* NAD 83(1986)-  31 46 18.     (N)    092 59 11.     (W)     SCALED    
 BX1328* NAVD 88     -        34.28   (+/-2cm)     112.5    (feet)  VERTCON   
 BX1328  ___________________________________________________________________
 BX1328  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1328
 BX1328  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1328
 BX1328.The horizontal coordinates were scaled from a topographic map and have
 BX1328.an estimated accuracy of +/- 6 seconds.
 BX1328
 BX1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1328.The vertical order pertains to the NGVD 29 superseded value.
 BX1328
 BX1328.The geoid height was determined by GEOID03.
 BX1328
 BX1328;                    North         East    Units  Estimated Accuracy
 BX1328;SPC LA N     -   141,100.      953,930.      MT  (+/- 180 meters Scaled)
 BX1328
 BX1328                          SUPERSEDED SURVEY CONTROL
 BX1328
 BX1328  NGVD 29 (??/??/??)   34.318  (m)          112.59   (f) ADJUSTED    1 1
 BX1328
 BX1328.Superseded values are not recommended for survey control.
 BX1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1328.See file dsdata.txt to determine how the superseded data were derived.
 BX1328
 BX1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR012151(NAD 83)
 BX1328_MARKER: DB = BENCH MARK DISK
 BX1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1328_SP_SET: ABUTMENT
 BX1328_STAMPING: Y 264 1969
 BX1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1328
 BX1328  HISTORY     - Date     Condition        Report By
 BX1328  HISTORY     - 1969     MONUMENTED       CGS
 BX1328  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BX1328  HISTORY     - 20010922 GOOD             USPSQD
 BX1328  HISTORY     - 20060610 GOOD             USPSQD
 BX1328
 BX1328                          STATION DESCRIPTION
 BX1328
 BX1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1328'4.45 MI SE FROM CLARENCE.
 BX1328'ABOUT 4.45 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE JUNCTION OF
 BX1328'U. S. HIGHWAYS 71 AND 84 AT CLARENCE, IN SECTION 9, T 9 N, R 6 W, 14
 BX1328'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BX1328'OF THE NORTHWEST END OF THE CONCRETE BASE FOR THE NORTHEAST GUARD RAIL
 BX1328'ON THE CONCRETE BRIDGE OVER BAYOU CHEVREVILLE, DIRECTLY OVER THE
 BX1328'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE, AND
 BX1328'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- A 12- X 15-INCH
 BX1328'WOODEN BOARD COVERS HALF OF THIS MARK AND THE ROD WAS HELD ON THE
 BX1328'EXPOSED NORTHEAST SIDE OF THE MARK.
 BX1328
 BX1328                          STATION RECOVERY (1987)
 BX1328
 BX1328'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1328'MARK NOT FOUND.
 BX1328
 BX1328                          STATION RECOVERY (2001)
 BX1328
 BX1328'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1328'RECOVERED IN GOOD CONDITION.
 BX1328
 BX1328                          STATION RECOVERY (2006)
 BX1328
 BX1328'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BX1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1102 ***********************************************************************
 BK1102  DESIGNATION -  Y 265
 BK1102  PID         -  BK1102
 BK1102  STATE/COUNTY-  LA/ALLEN
 BK1102  USGS QUAD   -  OBERLIN (1994)
 BK1102
 BK1102                         *CURRENT SURVEY CONTROL
 BK1102  ___________________________________________________________________
 BK1102* NAD 83(1986)-  30 36 14.     (N)    092 46 26.     (W)     SCALED    
 BK1102* NAVD 88     -        20.151  (meters)      66.11   (feet)  ADJUSTED  
 BK1102  ___________________________________________________________________
 BK1102  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1102  DYNAMIC HT  -          20.125 (meters)      66.03  (feet)  COMP
 BK1102  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 BK1102
 BK1102  VERT ORDER  -  FIRST     CLASS I
 BK1102
 BK1102.The horizontal coordinates were scaled from a topographic map and have
 BK1102.an estimated accuracy of +/- 6 seconds.
 BK1102
 BK1102.The orthometric height was determined by differential leveling
 BK1102.and adjusted by the National Geodetic Survey in February 1994..
 BK1102
 BK1102.The geoid height was determined by GEOID03.
 BK1102
 BK1102.The dynamic height is computed by dividing the NAVD 88
 BK1102.geopotential number by the normal gravity value computed on the
 BK1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1102.degrees latitude (g = 980.6199 gals.).
 BK1102
 BK1102.The modeled gravity was interpolated from observed gravity values.
 BK1102
 BK1102;                    North         East    Units  Estimated Accuracy
 BK1102;SPC LA S     -   234,080.      861,860.      MT  (+/- 180 meters Scaled)
 BK1102
 BK1102                          SUPERSEDED SURVEY CONTROL
 BK1102
 BK1102  NAVD 88 (06/15/91)   20.138  (m)           66.07   (f) UNKNOWN     1 1
 BK1102  NGVD 29 (??/??/??)   20.121  (m)           66.01   (f) ADJUSTED    1 1
 BK1102
 BK1102.Superseded values are not recommended for survey control.
 BK1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1102.See file dsdata.txt to determine how the superseded data were derived.
 BK1102
 BK1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP216857(NAD 83)
 BK1102_MARKER: DB = BENCH MARK DISK
 BK1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1102_STAMPING: Y 265 1969
 BK1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1102+STABILITY: SURFACE MOTION
 BK1102
 BK1102  HISTORY     - Date     Condition        Report By
 BK1102  HISTORY     - 1969     MONUMENTED       CGS
 BK1102  HISTORY     - 1970     GOOD             NGS
 BK1102
 BK1102                          STATION DESCRIPTION
 BK1102
 BK1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1102'1.35 MI SW FROM OBERLIN.
 BK1102'ABOUT 1.35 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BK1102'THE STATION AT OBERLIN, 100 YARDS NORTHWEST OF THE NORTHWEST RAIL, 209
 BK1102'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 165, ON THE PROPERTY
 BK1102'OF THE LOUISIANA FORESTRY SERVICE, 87 FEET SOUTHWEST OF THE SOUTHWEST
 BK1102'CORNER OF A FRAME BUILDING WHICH HOUSES THE FOREST SERVICE EMPLOYEES,
 BK1102'11 FEET WEST OF THE SOUTHEAST LEG OF A METAL FIRE TOWER, 10 FEET EAST
 BK1102'OF THE SOUTHWEST LEG OF THE TOWER, 156 FEET NORTHWEST OF A FENCE, 49
 BK1102'1/2 FEET NORTHEAST OF A 24-INCH OAK TREE, ABOUT LEVEL WITH THE
 BK1102'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 BK1102'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2167 ***********************************************************************
 BJ2167  DESIGNATION -  Y 266
 BJ2167  PID         -  BJ2167
 BJ2167  STATE/COUNTY-  LA/IBERIA
 BJ2167  USGS QUAD   -  NEW IBERIA NORTH (1983)
 BJ2167
 BJ2167                         *CURRENT SURVEY CONTROL
 BJ2167  ___________________________________________________________________
 BJ2167* NAD 83(1992)-  30 02 14.98365(N)    091 51 21.87257(W)     ADJUSTED  
 BJ2167* NAVD 88     -         8.   **(meters)      26.   **(feet)  SCALED    
 BJ2167  **This station is located in a subsidence area (see below).
 BJ2167  ___________________________________________________________________
 BJ2167  X           -    -178,986.653 (meters)                     COMP
 BJ2167  Y           -  -5,523,261.878 (meters)                     COMP
 BJ2167  Z           -   3,173,963.422 (meters)                     COMP
 BJ2167  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BJ2167  ELLIP HEIGHT-         -18.47  (meters)          (03/19/02) GPS OBS
 BJ2167  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ2167  DYNAMIC HT  -           8.4   (meters)      28.    (feet)  COMP
 BJ2167  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 BJ2167
 BJ2167  HORZ ORDER  -  FIRST
 BJ2167  VERT ORDER  -  THIRD (See Below)
 BJ2167  ELLP ORDER  -  FIRST     CLASS I
 BJ2167
 BJ2167.The horizontal coordinates were established by GPS observations
 BJ2167.and adjusted by the National Geodetic Survey in January 2000..
 BJ2167
 BJ2167 ** The orthometric height has not been validated since last determined
 BJ2167 ** by differential leveling and should not be used for control purposes.
 BJ2167 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ2167 ** area with valid NAVD 88 orthometric heights.
 BJ2167 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2167 ** epoch indicated which incorporates improved geoid heights for the
 BJ2167 ** Southern Louisiana Subsidence area.
 BJ2167 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2167.The orthometric height was scaled from a topographic map.
 BJ2167.The vertical order pertains to the first NAVD 88 superseded value.
 BJ2167
 BJ2167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ2167
 BJ2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2167
 BJ2167.The ellipsoidal height was determined by GPS observations
 BJ2167.and is referenced to NAD 83.
 BJ2167
 BJ2167.The geoid height was determined by GEOID03.
 BJ2167
 BJ2167.The dynamic height is computed by dividing the NAVD 88
 BJ2167.geopotential number by the normal gravity value computed on the
 BJ2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ2167.degrees latitude (g = 980.6199 gals.).
 BJ2167
 BJ2167.The modeled gravity was interpolated from observed gravity values.
 BJ2167
 BJ2167;                    North         East     Units Scale Factor Converg.
 BJ2167;SPC LA S     -   170,537.573   949,585.412   MT  0.99992595   -0 15 41.0
 BJ2167;SPC LA S     -   559,505.35  3,115,431.47   sFT  0.99992595   -0 15 41.0
 BJ2167;UTM  15      - 3,323,491.332   610,291.033   MT  0.99975007   +0 34 21.6
 BJ2167
 BJ2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2167!SPC LA S     -   1.00000290  x   0.99992595  =   0.99992885
 BJ2167!UTM  15      -   1.00000290  x   0.99975007  =   0.99975297
 BJ2167
 BJ2167                          SUPERSEDED SURVEY CONTROL
 BJ2167
 BJ2167  ELLIP H (01/07/00)  -18.44   (m)                       GP(       ) 1 1
 BJ2167  NAVD 88 (06/15/91)    8.448  (m)           27.72   (f) UNKNOWN     1 1
 BJ2167  NGVD 29 (??/??/??)    8.447  (m)           27.71   (f) ADJUSTED    1 1
 BJ2167
 BJ2167.Superseded values are not recommended for survey control.
 BJ2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2167.See file dsdata.txt to determine how the superseded data were derived.
 BJ2167
 BJ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1029123491(NAD 83)
 BJ2167_MARKER: DB = BENCH MARK DISK
 BJ2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2167_STAMPING: Y 266 1970
 BJ2167_MARK LOGO: CGS   
 BJ2167_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2167+STABILITY: SURFACE MOTION
 BJ2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ2167+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BJ2167
 BJ2167  HISTORY     - Date     Condition        Report By
 BJ2167  HISTORY     - 1970     MONUMENTED       NGS
 BJ2167  HISTORY     - 1982     GOOD             NGS
 BJ2167  HISTORY     - 19990420 GOOD             NGS
 BJ2167  HISTORY     - 20050817 GOOD             JCLS
 BJ2167
 BJ2167                          STATION DESCRIPTION
 BJ2167
 BJ2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BJ2167'2.85 MI NW FROM NEW IBERIA.
 BJ2167'ABOUT 2.85 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BJ2167'THE STATION AT NEW IBERIA, 0.45 MILE NORTHWEST OF A CROSSING OF THE
 BJ2167'RAILROAD AND STATE HIGHWAY 674, 0.35 MILE NORTHWEST OF MILEPOST 128,
 BJ2167'106 1/2 FEET NORTHEAST AND ACROSS STATE HIGHWAY 128 FROM THE NORTHEAST
 BJ2167'RAIL, 53 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 118 YARDS
 BJ2167'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 34 FEET NORTHWEST
 BJ2167'OF THE CENTER OF A GATE, 12 FEET NORTH OF A 34-INCH PECAN TREE, 0.7
 BJ2167'FOOT SOUTHWEST OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST,
 BJ2167'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 3 1/2 FEET BELOW
 BJ2167'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BJ2167'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND. SECTION 40, T 11S,
 BJ2167'R 6E.
 BJ2167
 BJ2167                          STATION RECOVERY (1982)
 BJ2167
 BJ2167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BJ2167'RECOVERED IN GOOD CONDITION.
 BJ2167
 BJ2167                          STATION RECOVERY (1999)
 BJ2167
 BJ2167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BJ2167'THE STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHEAST OF LAFAYETTE,
 BJ2167'5 KM (3.10 MI) NORTHWEST OF NEW IBERIA, 3 KM (1.85 MI) EAST OF
 BJ2167'ACADIANA REGIONAL AIRPORT IN GRASS ALONG THE EAST SIDE OF STATE
 BJ2167'HIGHWAY 182 (OLD HIGHWAY 90) , EAST OF AND ACROSS THE HIGHWAY FROM THE
 BJ2167'RAILROAD TRACKS, AND IN THE HIGHWAY RIGHT-OF-WAY. OWNERSHIP--LOUISIANA
 BJ2167'DEPARTMENT OF HIGHWAYS.  TO REACH FROM THE T-JUNCTION OF U.S HIGHWAY
 BJ2167'90 AND STATE HIGHWAY 88 ABOUT 6 KM (3.70 MI) NORTHWEST OF NEW IBERIA,
 BJ2167'GO EASTERLY ON HIGHWAY 88 FOR 5.64 KM (3.50 MI) TO THE T-JUNCTION OF
 BJ2167'STATE HIGHWAY 182.  TURN RIGHT, SOUTH-SOUTHEAST ON THE HIGHWAY FOR 3.7
 BJ2167'KM (2.30 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE
 BJ2167'TOP OF A 30 CM CONCRETE ROUND CONCRETE POST PROJECTING 10 CM ABOVE THE
 BJ2167'GROUND.  IT IS 16.2 M (53.1 FT) EAST OF AND ABOUT LEVEL WITH THE
 BJ2167'HIGHWAY CENTER, 8.9 M (29.2 FT) NORTH OF A 0.6 M (2.0 FT) ROUND
 BJ2167'CONCRETE CULVERT, AND 0.4 M (1.3 FT) EAST OF A STEEL WITNESS POST.
 BJ2167
 BJ2167                          STATION RECOVERY (2005)
 BJ2167
 BJ2167'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 BJ2167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2445 ***********************************************************************
 BX2445  DESIGNATION -  Y 27
 BX2445  PID         -  BX2445
 BX2445  STATE/COUNTY-  LA/SABINE
 BX2445  USGS QUAD   -  ZWOLLE (1995)
 BX2445
 BX2445                         *CURRENT SURVEY CONTROL
 BX2445  ___________________________________________________________________
 BX2445* NAD 83(1986)-  31 41 30.     (N)    093 41 01.     (W)     SCALED    
 BX2445* NAVD 88     -        83.56   (+/-2cm)     274.1    (feet)  VERTCON   
 BX2445  ___________________________________________________________________
 BX2445  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BX2445
 BX2445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2445
 BX2445.The horizontal coordinates were scaled from a topographic map and have
 BX2445.an estimated accuracy of +/- 6 seconds.
 BX2445
 BX2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2445.The vertical order pertains to the NGVD 29 superseded value.
 BX2445
 BX2445.The geoid height was determined by GEOID03.
 BX2445
 BX2445;                    North         East    Units  Estimated Accuracy
 BX2445;SPC LA N     -   132,740.      887,800.      MT  (+/- 180 meters Scaled)
 BX2445
 BX2445                          SUPERSEDED SURVEY CONTROL
 BX2445
 BX2445  NGVD 29 (??/??/??)   83.655  (m)          274.46   (f) ADJUSTED    2 0
 BX2445
 BX2445.Superseded values are not recommended for survey control.
 BX2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2445.See file dsdata.txt to determine how the superseded data were derived.
 BX2445
 BX2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR352064(NAD 83)
 BX2445_MARKER: DB = BENCH MARK DISK
 BX2445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2445_STAMPING: Y 27 1935
 BX2445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2445
 BX2445  HISTORY     - Date     Condition        Report By
 BX2445  HISTORY     - 1935     MONUMENTED       CGS
 BX2445  HISTORY     - 1961     MARK NOT FOUND   USGS
 BX2445
 BX2445                          STATION DESCRIPTION
 BX2445
 BX2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2445'2.0 MI SW FROM NOBLE.
 BX2445'1.7 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM NOBLE,
 BX2445'SABINE PARISH, 250 YARDS NORTH OF MILEPOST 615, AT A SECONDARY ROAD
 BX2445'CROSSING, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 37 FEET
 BX2445'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED X 27
 BX2445'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BX2445
 BX2445                          STATION RECOVERY (1961)
 BX2445
 BX2445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BX2445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2198 ***********************************************************************
 CQ2198  DESIGNATION -  Y 270
 CQ2198  PID         -  CQ2198
 CQ2198  STATE/COUNTY-  LA/CADDO
 CQ2198  USGS QUAD   -  SHREVEPORT WEST (1992)
 CQ2198
 CQ2198                         *CURRENT SURVEY CONTROL
 CQ2198  ___________________________________________________________________
 CQ2198* NAD 83(1986)-  32 23 20.     (N)    093 48 55.     (W)     SCALED    
 CQ2198* NAVD 88     -        58.435  (meters)     191.72   (feet)  ADJUSTED  
 CQ2198  ___________________________________________________________________
 CQ2198  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CQ2198  DYNAMIC HT  -          58.369 (meters)     191.50  (feet)  COMP
 CQ2198  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 CQ2198  OBS GRAVITY -     979,508.3   (mgal)                       GRAV_OBS
 CQ2198
 CQ2198  VERT ORDER  -  FIRST     CLASS II
 CQ2198
 CQ2198.The horizontal coordinates were scaled from a topographic map and have
 CQ2198.an estimated accuracy of +/- 6 seconds.
 CQ2198
 CQ2198.The orthometric height was determined by differential leveling
 CQ2198.and adjusted by the National Geodetic Survey in June 1991..
 CQ2198
 CQ2198.The geoid height was determined by GEOID03.
 CQ2198
 CQ2198.The dynamic height is computed by dividing the NAVD 88
 CQ2198.geopotential number by the normal gravity value computed on the
 CQ2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2198.degrees latitude (g = 980.6199 gals.).
 CQ2198
 CQ2198.The modeled gravity was interpolated from observed gravity values.
 CQ2198.The observed gravity was obtained from relative gravimeter ties
 CQ2198.to the IGSN71 gravity network.
 CQ2198
 CQ2198;                    North         East    Units  Estimated Accuracy
 CQ2198;SPC LA N     -   210,180.      876,250.      MT  (+/- 180 meters Scaled)
 CQ2198
 CQ2198                          SUPERSEDED SURVEY CONTROL
 CQ2198
 CQ2198  NGVD 29 (??/??/??)   58.505  (m)          191.95   (f) ADJUSTED    1 2
 CQ2198
 CQ2198.Superseded values are not recommended for survey control.
 CQ2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2198.See file dsdata.txt to determine how the superseded data were derived.
 CQ2198
 CQ2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR233838(NAD 83)
 CQ2198_MARKER: I = METAL ROD
 CQ2198_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2198_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CQ2198_STAMPING: Y 270 1979
 CQ2198_PROJECTION: FLUSH
 CQ2198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2198+STABILITY: POSITION/ELEVATION WELL
 CQ2198_ROD/PIPE-DEPTH: 8.53 meters
 CQ2198_SLEEVE-DEPTH  : 7.32 meters
 CQ2198
 CQ2198  HISTORY     - Date     Condition        Report By
 CQ2198  HISTORY     - 1979     MONUMENTED       NGS
 CQ2198  HISTORY     - 1990     GOOD             USPSQD
 CQ2198  HISTORY     - 19990515 GOOD             USPSQD
 CQ2198
 CQ2198                          STATION DESCRIPTION
 CQ2198
 CQ2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2198'3.8 MI NE FROM KEITHVILLE.
 CQ2198'1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CQ2198'CROSSING OF PARISH ROAD 22 IN KEITHVILLE, THENCE 2.8 MILES NORTHEAST
 CQ2198'ALONG U.S. HIGHWAY 171, AT THE WESTERN ELECTRIC MANUFACTURING
 CQ2198'DIVISION PLANT MAIN OFFICE BUILDING AT 9525 MANSFIELD ROAD,
 CQ2198'AT THE NORTHWEST CORNER OF THE WESTERN ELECTRIC SIGN IN THE FRONT
 CQ2198'LAWN OF THE MAIN OFFICE, 85.0 FT. SOUTHEAST OF THE CENTERLINE OF THE
 CQ2198'NORTHBOUND LANE OF THE HIGHWAY, 5.0 FT. NORTHEAST OF THE NORTHWEST
 CQ2198'CORNER OF THE BRICK FOUNDATION OF THE SIGN, 167.5 FT. SOUTHWEST
 CQ2198'OF THE NORTHERNMOST ONE OF TWO FLAGPOLES, 172 FT. NORTHWEST OF
 CQ2198'THE SOUTHERNMOST FLAGPOLE, 5.0 FT. NORTHEAST OF THE NORTHWEST CORNER
 CQ2198'OF THE FOUNDATION OF THE SIGN.  DATUM POINT IS 3 INCHES BELOW
 CQ2198'GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 CQ2198'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CQ2198
 CQ2198                          STATION RECOVERY (1990)
 CQ2198
 CQ2198'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2198'RECOVERED IN GOOD CONDITION.
 CQ2198
 CQ2198                          STATION RECOVERY (1999)
 CQ2198
 CQ2198'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2000 ***********************************************************************
 BX2000  DESIGNATION -  Y 28
 BX2000  PID         -  BX2000
 BX2000  STATE/COUNTY-  LA/VERNON
 BX2000  USGS QUAD   -  NEW LLANO (1994)
 BX2000
 BX2000                         *CURRENT SURVEY CONTROL
 BX2000  ___________________________________________________________________
 BX2000* NAD 83(1986)-  31 06 53.     (N)    093 16 16.     (W)     SCALED    
 BX2000* NAVD 88     -        66.42   (+/-2cm)     217.9    (feet)  VERTCON   
 BX2000  ___________________________________________________________________
 BX2000  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BX2000
 BX2000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2000
 BX2000.The horizontal coordinates were scaled from a topographic map and have
 BX2000.an estimated accuracy of +/- 6 seconds.
 BX2000
 BX2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2000.The vertical order pertains to the NGVD 29 superseded value.
 BX2000
 BX2000.The geoid height was determined by GEOID03.
 BX2000
 BX2000;                    North         East    Units  Estimated Accuracy
 BX2000;SPC LA N     -    68,420.      926,440.      MT  (+/- 180 meters Scaled)
 BX2000
 BX2000                          SUPERSEDED SURVEY CONTROL
 BX2000
 BX2000  NGVD 29 (??/??/??)   66.527  (m)          218.26   (f) ADJUSTED    2 0
 BX2000
 BX2000.Superseded values are not recommended for survey control.
 BX2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2000.See file dsdata.txt to determine how the superseded data were derived.
 BX2000
 BX2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ741423(NAD 83)
 BX2000_MARKER: DB = BENCH MARK DISK
 BX2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2000_STAMPING: Y 28 1935
 BX2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2000+STABILITY: SURFACE MOTION
 BX2000
 BX2000  HISTORY     - Date     Condition        Report By
 BX2000  HISTORY     - 1935     MONUMENTED       CGS
 BX2000  HISTORY     - 1943     GOOD             CGS
 BX2000  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2000
 BX2000                          STATION DESCRIPTION
 BX2000
 BX2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2000'1.6 MI S FROM LEESVILLE.
 BX2000'1.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHEREN RAILWAY FROM THE
 BX2000'STATION AT LEESVILLE, VERNON PARISH, 100 YARDS SOUTH OF THE STATION AT
 BX2000'NEWLLANO, 160 YARDS NORTH OF MILEPOST 670, AND 27 FEET WEST OF THE
 BX2000'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 28 1935 AND SET
 BX2000'IN THE TOP OF A CONCRETE POST.
 BX2000
 BX2000                          STATION RECOVERY (2001)
 BX2000
 BX2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2000'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0150 ***********************************************************************
 AT0150  DESIGNATION -  Y 280
 AT0150  PID         -  AT0150
 AT0150  STATE/COUNTY-  LA/PLAQUEMINES
 AT0150  USGS QUAD   -  DIXON BAY (1971)
 AT0150
 AT0150                         *CURRENT SURVEY CONTROL
 AT0150  ___________________________________________________________________
 AT0150* NAD 83(1986)-  29 02 24.     (N)    089 19 03.     (W)     SCALED    
 AT0150* NAVD 88     -         0.569  (meters)       1.87   (feet)  READJUSTED
 AT0150  ___________________________________________________________________
 AT0150  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AT0150  DYNAMIC HT  -           0.570 (meters)       1.87  (feet)  COMP
 AT0150  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 AT0150
 AT0150  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0150
 AT0150.The horizontal coordinates were scaled from a topographic map and have
 AT0150.an estimated accuracy of +/- 6 seconds.
 AT0150
 AT0150.The orthometric height was determined by differential leveling
 AT0150.and adjusted by the National Geodetic Survey in February 1994..
 AT0150.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0150.distribution rate of 0.0 thru 1.0 mm/km.
 AT0150.The height was derived from older observations constrained to new
 AT0150.heights in a crustal motion area.  The height is approximate in
 AT0150.relation to other heights in its vicinity.
 AT0150
 AT0150.The geoid height was determined by GEOID03.
 AT0150
 AT0150.The dynamic height is computed by dividing the NAVD 88
 AT0150.geopotential number by the normal gravity value computed on the
 AT0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0150.degrees latitude (g = 980.6199 gals.).
 AT0150
 AT0150.The modeled gravity was interpolated from observed gravity values.
 AT0150
 AT0150;                    North         East    Units  Estimated Accuracy
 AT0150;SPC LA S     -    61,590.    1,196,350.      MT  (+/- 180 meters Scaled)
 AT0150
 AT0150                          SUPERSEDED SURVEY CONTROL
 AT0150
 AT0150  NGVD 29 (??/??/??)    0.648  (m)            2.13   (f) ADJUSTED    1 1
 AT0150
 AT0150.Superseded values are not recommended for survey control.
 AT0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0150.See file dsdata.txt to determine how the superseded data were derived.
 AT0150
 AT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT743146(NAD 83)
 AT0150_MARKER: DB = BENCH MARK DISK
 AT0150_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0150_SP_SET: 96 FEET
 AT0150_STAMPING: Y 280 1971
 AT0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0150
 AT0150  HISTORY     - Date     Condition        Report By
 AT0150  HISTORY     - 1971     MONUMENTED       NGS
 AT0150
 AT0150                          STATION DESCRIPTION
 AT0150
 AT0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0150'11.0 MI SW FROM PILOTTOWN.
 AT0150'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0150'LOOKOUT TOWER AT PILOTTOWN, THENCE 8.5 MILES SOUTHWEST ALONG THE
 AT0150'SOUTHEAST BANK OF SOUTHWEST PASS, ABOUT 0.2 MILE NORTHEAST OF A SMALL
 AT0150'TANK BATTERY, 80 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE PASS,
 AT0150'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 18
 AT0150'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY 3 CREOSOTED
 AT0150'WOODEN POST, ENCASED IN A 4 INCH PLASTIC PIPE WHICH PROJECTS 18 INCHES
 AT0150'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 96
 AT0150'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0030 ***********************************************************************
 BJ0030  DESIGNATION -  Y 281
 BJ0030  PID         -  BJ0030
 BJ0030  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0030  USGS QUAD   -  LACOUR (1994)
 BJ0030
 BJ0030                         *CURRENT SURVEY CONTROL
 BJ0030  ___________________________________________________________________
 BJ0030* NAD 83(1986)-  30 50 08.     (N)    091 37 12.     (W)     SCALED    
 BJ0030* NAVD 88     -        13.826  (meters)      45.36   (feet)  ADJUSTED  
 BJ0030  ___________________________________________________________________
 BJ0030  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0030  DYNAMIC HT  -          13.808 (meters)      45.30  (feet)  COMP
 BJ0030  MODELED GRAV-     979,372.9   (mgal)                       NAVD 88
 BJ0030
 BJ0030  VERT ORDER  -  FIRST     CLASS I
 BJ0030
 BJ0030.The horizontal coordinates were scaled from a topographic map and have
 BJ0030.an estimated accuracy of +/- 6 seconds.
 BJ0030
 BJ0030.The orthometric height was determined by differential leveling
 BJ0030.and adjusted by the National Geodetic Survey in February 1994..
 BJ0030
 BJ0030.The geoid height was determined by GEOID03.
 BJ0030
 BJ0030.The dynamic height is computed by dividing the NAVD 88
 BJ0030.geopotential number by the normal gravity value computed on the
 BJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0030.degrees latitude (g = 980.6199 gals.).
 BJ0030
 BJ0030.The modeled gravity was interpolated from observed gravity values.
 BJ0030
 BJ0030;                    North         East    Units  Estimated Accuracy
 BJ0030;SPC LA S     -   258,930.      972,570.      MT  (+/- 180 meters Scaled)
 BJ0030
 BJ0030                          SUPERSEDED SURVEY CONTROL
 BJ0030
 BJ0030  NAVD 88 (06/15/91)   13.857  (m)           45.46   (f) UNKNOWN     1 1
 BJ0030  NGVD 29 (??/??/??)   13.815  (m)           45.32   (f) ADJUSTED    1 1
 BJ0030
 BJ0030.Superseded values are not recommended for survey control.
 BJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0030.See file dsdata.txt to determine how the superseded data were derived.
 BJ0030
 BJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ319121(NAD 83)
 BJ0030_MARKER: DB = BENCH MARK DISK
 BJ0030_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0030+WITH SETTING: INTO GROUND
 BJ0030_SP_SET: METAL ROD WITH BASE PLATE
 BJ0030_STAMPING: Y 281 1976
 BJ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0030+STABILITY: SURFACE MOTION
 BJ0030
 BJ0030  HISTORY     - Date     Condition        Report By
 BJ0030  HISTORY     - 1976     MONUMENTED       NGS
 BJ0030
 BJ0030                          STATION DESCRIPTION
 BJ0030
 BJ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0030'0.9 MI NW FROM LACOUR.
 BJ0030'0.9 MI NORTHWEST ALONG STATE HIGHWAY 419 FROM THE GENERAL STORE AT
 BJ0030'LACOUR, AT THE MT ZION CHURCH, 91 FT SOUTH OF THE CENTER LINE OF THE
 BJ0030'HIGHWAY, 7 FT SOUTHWEST OF THE NORTH CORNER OF THE CHURCH, 4.8 FT EAST
 BJ0030'OF THE NORTH CORNER OF THE ENTRANCE DOOR, THE BENCH MARK DISK IS 2
 BJ0030'INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0220 ***********************************************************************
 BJ0220  DESIGNATION -  Y 282
 BJ0220  PID         -  BJ0220
 BJ0220  STATE/COUNTY-  LA/ST LANDRY
 BJ0220  USGS QUAD   -  MELVILLE (1994)
 BJ0220
 BJ0220                         *CURRENT SURVEY CONTROL
 BJ0220  ___________________________________________________________________
 BJ0220* NAD 83(1986)-  30 40 44.     (N)    091 44 30.     (W)     SCALED    
 BJ0220* NAVD 88     -        10.112  (meters)      33.18   (feet)  ADJUSTED  
 BJ0220  ___________________________________________________________________
 BJ0220  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ0220  DYNAMIC HT  -          10.099 (meters)      33.13  (feet)  COMP
 BJ0220  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 BJ0220
 BJ0220  VERT ORDER  -  FIRST     CLASS I
 BJ0220
 BJ0220.The horizontal coordinates were scaled from a topographic map and have
 BJ0220.an estimated accuracy of +/- 6 seconds.
 BJ0220
 BJ0220.The orthometric height was determined by differential leveling
 BJ0220.and adjusted by the National Geodetic Survey in February 1994..
 BJ0220
 BJ0220.The geoid height was determined by GEOID03.
 BJ0220
 BJ0220.The dynamic height is computed by dividing the NAVD 88
 BJ0220.geopotential number by the normal gravity value computed on the
 BJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0220.degrees latitude (g = 980.6199 gals.).
 BJ0220
 BJ0220.The modeled gravity was interpolated from observed gravity values.
 BJ0220
 BJ0220;                    North         East    Units  Estimated Accuracy
 BJ0220;SPC LA S     -   241,590.      960,870.      MT  (+/- 180 meters Scaled)
 BJ0220
 BJ0220                          SUPERSEDED SURVEY CONTROL
 BJ0220
 BJ0220  NAVD 88 (06/15/91)   10.154  (m)           33.31   (f) UNKNOWN     1 1
 BJ0220  NGVD 29 (??/??/??)   10.118  (m)           33.20   (f) ADJUSTED    1 1
 BJ0220
 BJ0220.Superseded values are not recommended for survey control.
 BJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0220.See file dsdata.txt to determine how the superseded data were derived.
 BJ0220
 BJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP205946(NAD 83)
 BJ0220_MARKER: DB = BENCH MARK DISK
 BJ0220_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0220_SP_SET: COPPER-CLAD STEEL ROD
 BJ0220_STAMPING: Y 282 1976
 BJ0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0220
 BJ0220  HISTORY     - Date     Condition        Report By
 BJ0220  HISTORY     - 1976     MONUMENTED       NGS
 BJ0220
 BJ0220                          STATION DESCRIPTION
 BJ0220
 BJ0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0220'1.0 MI SOUTH FROM MELVILLE.
 BJ0220'1.0 MILE SOUTH ALONG STATE HIGHWAY 105 FROM THE JUNCTION OF STATE
 BJ0220'HIGHWAY 10, 0.45 MILE SOUTH OF THE CROSSING OF AN EAST-WEST LEVEE,
 BJ0220'48.0 FT EAST OF THE NORTHEAST CORNER OF THE R.S.ANSLEY BRICK HOUSE, 39
 BJ0220'FT WEST OF THE CENTER LINE OF THE HIGHWAY, 34 FT NORTH OF THE CENTER
 BJ0220'LINE OF THE R.S.ANSLEY DRIVEWAY, 0.9 FT SOUTH OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0452 ***********************************************************************
 BJ0452  DESIGNATION -  Y 283
 BJ0452  PID         -  BJ0452
 BJ0452  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0452  USGS QUAD   -  PORT HUDSON (1994)
 BJ0452
 BJ0452                         *CURRENT SURVEY CONTROL
 BJ0452  ___________________________________________________________________
 BJ0452* NAD 83(1986)-  30 44 55.     (N)    091 17 28.     (W)     SCALED    
 BJ0452* NAVD 88     -        17.344  (meters)      56.90   (feet)  ADJUSTED  
 BJ0452  ___________________________________________________________________
 BJ0452  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0452  DYNAMIC HT  -          17.322 (meters)      56.83  (feet)  COMP
 BJ0452  MODELED GRAV-     979,353.7   (mgal)                       NAVD 88
 BJ0452
 BJ0452  VERT ORDER  -  FIRST     CLASS I
 BJ0452
 BJ0452.The horizontal coordinates were scaled from a topographic map and have
 BJ0452.an estimated accuracy of +/- 6 seconds.
 BJ0452
 BJ0452.The orthometric height was determined by differential leveling
 BJ0452.and adjusted by the National Geodetic Survey in February 1994..
 BJ0452
 BJ0452.The geoid height was determined by GEOID03.
 BJ0452
 BJ0452.The dynamic height is computed by dividing the NAVD 88
 BJ0452.geopotential number by the normal gravity value computed on the
 BJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0452.degrees latitude (g = 980.6199 gals.).
 BJ0452
 BJ0452.The modeled gravity was interpolated from observed gravity values.
 BJ0452
 BJ0452;                    North         East    Units  Estimated Accuracy
 BJ0452;SPC LA S     -   249,250.    1,004,040.      MT  (+/- 180 meters Scaled)
 BJ0452
 BJ0452                          SUPERSEDED SURVEY CONTROL
 BJ0452
 BJ0452  NGVD 29 (??/??/??)   17.330  (m)           56.86   (f) ADJUSTED    1 1
 BJ0452
 BJ0452.Superseded values are not recommended for survey control.
 BJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0452.See file dsdata.txt to determine how the superseded data were derived.
 BJ0452
 BJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ635029(NAD 83)
 BJ0452_MARKER: DB = BENCH MARK DISK
 BJ0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0452_SP_SET: BRIDGE
 BJ0452_STAMPING: Y 283 1976
 BJ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0452
 BJ0452  HISTORY     - Date     Condition        Report By
 BJ0452  HISTORY     - 1976     MONUMENTED       NGS
 BJ0452
 BJ0452                          STATION DESCRIPTION
 BJ0452
 BJ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0452'6.1 MI EAST FROM ST FRANCISVILLE.
 BJ0452'6.1 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0452'HIGHWAY 10 AT ST. FRANCISVILLE, 0.15 MILE EAST OF THE JUNCTION OF
 BJ0452'STATE HIGHWAY 964 LEADING SOUTH, 18 FT NORTH OF THE CENTER LINE OF
 BJ0452'THE HIGHWAY IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 BJ0452'ABUTMENT OF THE CONCRETE BRIDGE OVER THOMPSON CREEK RELIEF, 1.2 FT
 BJ0452'SOUTH OF THE NORTH END OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5302 ***********************************************************************
 BJ5302  DESIGNATION -  Y 283 RESET
 BJ5302  PID         -  BJ5302
 BJ5302  STATE/COUNTY-  LA/WEST FELICIANA
 BJ5302  USGS QUAD   -  PORT HUDSON (1994)
 BJ5302
 BJ5302                         *CURRENT SURVEY CONTROL
 BJ5302  ___________________________________________________________________
 BJ5302* NAD 83(1986)-  30 44 55.     (N)    091 17 28.     (W)     SCALED    
 BJ5302* NAVD 88     -        17.00   (meters)      55.8    (feet)  RESET     
 BJ5302  ___________________________________________________________________
 BJ5302  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ5302
 BJ5302  VERT ORDER  -  THIRD
 BJ5302
 BJ5302.The horizontal coordinates were scaled from a topographic map and have
 BJ5302.an estimated accuracy of +/- 6 seconds.
 BJ5302
 BJ5302.The orthometric height was computed from unverified reset data.
 BJ5302.No vertical observational check was made to the station.
 BJ5302
 BJ5302.The geoid height was determined by GEOID03.
 BJ5302
 BJ5302;                    North         East    Units  Estimated Accuracy
 BJ5302;SPC LA S     -   249,250.    1,004,040.      MT  (+/- 180 meters Scaled)
 BJ5302
 BJ5302                          SUPERSEDED SURVEY CONTROL
 BJ5302
 BJ5302  NGVD 29 (09/18/05)   16.99   (m)           55.7    (f) RESET       3  
 BJ5302
 BJ5302.Superseded values are not recommended for survey control.
 BJ5302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5302.See file dsdata.txt to determine how the superseded data were derived.
 BJ5302
 BJ5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ635029(NAD 83)
 BJ5302_MARKER: DD = SURVEY DISK
 BJ5302_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BJ5302_SP_SET: BRIDGE ABUTMENT
 BJ5302_STAMPING: Y 283 RESET 1985
 BJ5302_MARK LOGO: LADTD 
 BJ5302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ5302
 BJ5302  HISTORY     - Date     Condition        Report By
 BJ5302  HISTORY     - 1985     MONUMENTED       LADTD
 BJ5302
 BJ5302                          STATION DESCRIPTION
 BJ5302
 BJ5302'DESCRIBED BY LA TRANSP AND DEV 1985
 BJ5302'9.8 KM (6.10 MI) EAST FROM ST FRANCISVILLE.
 BJ5302'9.8 KM (6.10 MI) SOUTHEAST ON US HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ5302'HIGHWAY 10 AT ST FRANCISVILLE TO THE BENCH MARK ON THE LEFT, IN TOP
 BJ5302'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE NORTH BOUND
 BJ5302'CONCRETE BRIDGE OVER THOMPSON CREEK RELIEF, 7.3 M (24.0 FT) NORTHEAST
 BJ5302'OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 0.6 M
 BJ5302'(2.0 FT) SOUTHWEST OF THE NORTH END OF THE ABUTMENT.
 BJ5302'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 BJ5302'THE MARK IS ABOVE LEVEL WITH WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0507 ***********************************************************************
 BJ0507  DESIGNATION -  Y 284
 BJ0507  PID         -  BJ0507
 BJ0507  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0507  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0507
 BJ0507                         *CURRENT SURVEY CONTROL
 BJ0507  ___________________________________________________________________
 BJ0507* NAD 83(1986)-  30 31 17.     (N)    091 09 59.     (W)     SCALED    
 BJ0507* NAVD 88     -        17.025  (meters)      55.86   (feet)  ADJUSTED  
 BJ0507  ___________________________________________________________________
 BJ0507  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0507  DYNAMIC HT  -          17.003 (meters)      55.78  (feet)  COMP
 BJ0507  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BJ0507
 BJ0507  VERT ORDER  -  FIRST     CLASS I
 BJ0507
 BJ0507.The horizontal coordinates were scaled from a topographic map and have
 BJ0507.an estimated accuracy of +/- 6 seconds.
 BJ0507
 BJ0507.The orthometric height was determined by differential leveling
 BJ0507.and adjusted by the National Geodetic Survey in February 1994..
 BJ0507
 BJ0507.The geoid height was determined by GEOID03.
 BJ0507
 BJ0507.The dynamic height is computed by dividing the NAVD 88
 BJ0507.geopotential number by the normal gravity value computed on the
 BJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0507.degrees latitude (g = 980.6199 gals.).
 BJ0507
 BJ0507.The modeled gravity was interpolated from observed gravity values.
 BJ0507
 BJ0507;                    North         East    Units  Estimated Accuracy
 BJ0507;SPC LA S     -   224,070.    1,016,020.      MT  (+/- 180 meters Scaled)
 BJ0507
 BJ0507                          SUPERSEDED SURVEY CONTROL
 BJ0507
 BJ0507  NGVD 29 (??/??/??)   17.007  (m)           55.80   (f) ADJUSTED    1 1
 BJ0507
 BJ0507.Superseded values are not recommended for survey control.
 BJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0507.See file dsdata.txt to determine how the superseded data were derived.
 BJ0507
 BJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP759779(NAD 83)
 BJ0507_MARKER: DB = BENCH MARK DISK
 BJ0507_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0507_STAMPING: Y 284 1976
 BJ0507_MARK LOGO: NGS   
 BJ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0507+STABILITY: SURFACE MOTION
 BJ0507
 BJ0507  HISTORY     - Date     Condition        Report By
 BJ0507  HISTORY     - 1976     MONUMENTED       NGS
 BJ0507  HISTORY     - 1981     GOOD             LADTD
 BJ0507  HISTORY     - 1983     GOOD             LADTD
 BJ0507
 BJ0507                          STATION DESCRIPTION
 BJ0507
 BJ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0507'IN SCOTLANDVILLE.
 BJ0507'AT THE JUNCTION OF STATE HIGHWAY 408 (HARDING BOULEVARD) AND
 BJ0507'ROSEWOOD STREET, 174 FT EAST OF THE CENTER LINE OF THE STREET,
 BJ0507'32.3 FT NORTH OF THE NORTH CURB OF THE HIGHWAY, IN THE CENTER TOP OF
 BJ0507'NORTH CONCRETE HEADWALL OF A 48-INCH CONCRETE PIPE CULVERT
 BJ0507
 BJ0507                          STATION RECOVERY (1981)
 BJ0507
 BJ0507'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0507'RECOVERED IN GOOD CONDITION.
 BJ0507
 BJ0507                          STATION RECOVERY (1983)
 BJ0507
 BJ0507'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0187 ***********************************************************************
 BJ0187  DESIGNATION -  Y 284 X
 BJ0187  PID         -  BJ0187
 BJ0187  STATE/COUNTY-  LA/ST LANDRY
 BJ0187  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0187
 BJ0187                         *CURRENT SURVEY CONTROL
 BJ0187  ___________________________________________________________________
 BJ0187* NAD 83(1986)-  30 50 41.     (N)    091 49 15.     (W)     SCALED    
 BJ0187* NAVD 88     -        12.186  (meters)      39.98   (feet)  ADJUSTED  
 BJ0187  ___________________________________________________________________
 BJ0187  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0187  DYNAMIC HT  -          12.171 (meters)      39.93  (feet)  COMP
 BJ0187  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 BJ0187
 BJ0187  VERT ORDER  -  FIRST     CLASS I
 BJ0187
 BJ0187.The horizontal coordinates were scaled from a topographic map and have
 BJ0187.an estimated accuracy of +/- 6 seconds.
 BJ0187
 BJ0187.The orthometric height was determined by differential leveling
 BJ0187.and adjusted by the National Geodetic Survey in February 1994..
 BJ0187
 BJ0187.The geoid height was determined by GEOID03.
 BJ0187
 BJ0187.The dynamic height is computed by dividing the NAVD 88
 BJ0187.geopotential number by the normal gravity value computed on the
 BJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0187.degrees latitude (g = 980.6199 gals.).
 BJ0187
 BJ0187.The modeled gravity was interpolated from observed gravity values.
 BJ0187
 BJ0187;                    North         East    Units  Estimated Accuracy
 BJ0187;SPC LA S     -   260,010.      953,370.      MT  (+/- 180 meters Scaled)
 BJ0187
 BJ0187                          SUPERSEDED SURVEY CONTROL
 BJ0187
 BJ0187  NAVD 88 (06/15/91)   12.218  (m)           40.09   (f) UNKNOWN     1 1
 BJ0187  NGVD 29 (??/??/??)   12.176  (m)           39.95   (f) ADJUSTED    1 1
 BJ0187
 BJ0187.Superseded values are not recommended for survey control.
 BJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0187.See file dsdata.txt to determine how the superseded data were derived.
 BJ0187
 BJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ127129(NAD 83)
 BJ0187_MARKER: DB = BENCH MARK DISK
 BJ0187_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0187+WITH SETTING: INTO GROUND
 BJ0187_SP_SET: METAL ROD WITH BASE PLATE
 BJ0187_STAMPING: Y 284 X 1976
 BJ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0187+STABILITY: SURFACE MOTION
 BJ0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0187+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BJ0187
 BJ0187  HISTORY     - Date     Condition        Report By
 BJ0187  HISTORY     - 1976     MONUMENTED       NGS
 BJ0187  HISTORY     - 20040304 GOOD             USPSQD
 BJ0187  HISTORY     - 20050317 GOOD             USPSQD
 BJ0187
 BJ0187                          STATION DESCRIPTION
 BJ0187
 BJ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0187'9.8 MI SOUTH FROM SIMMESPORT.
 BJ0187'9.8 MILES  SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0187'SCHOOL, 0.2 MI SOUTH OF THE AVOYELLES-SAINT LANDRY PARISH LINE, 42 FT
 BJ0187'WEST OF THE CENTER LINE OF THE HIGHWAY, 143 FT SOUTH OF THE CENTER
 BJ0187'LINE OF A GRAVEL ROAD LEADING WEST, 2 FT NORTH OF A POWER POLE NUMBER
 BJ0187'PW4007-2273, (NOTE)MARK MAY BE REACHED BY GOING 13.2 MI NORTH ALONG
 BJ0187'STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC RAILROAD OVERPASS AT
 BJ0187'MELVILE.
 BJ0187
 BJ0187                          STATION RECOVERY (2004)
 BJ0187
 BJ0187'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BJ0187'RECOVERED AS DESCRIBED.
 BJ0187
 BJ0187                          STATION RECOVERY (2005)
 BJ0187
 BJ0187'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0892 ***********************************************************************
 BJ0892  DESIGNATION -  Y 286
 BJ0892  PID         -  BJ0892
 BJ0892  STATE/COUNTY-  LA/LIVINGSTON
 BJ0892  USGS QUAD   -  SATSUMA (1980)
 BJ0892
 BJ0892                         *CURRENT SURVEY CONTROL
 BJ0892  ___________________________________________________________________
 BJ0892* NAD 83(1986)-  30 30 07.     (N)    090 48 42.     (W)     SCALED    
 BJ0892* NAVD 88     -        14.377  (meters)      47.17   (feet)  ADJUSTED  
 BJ0892  ___________________________________________________________________
 BJ0892  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BJ0892  DYNAMIC HT  -          14.358 (meters)      47.11  (feet)  COMP
 BJ0892  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BJ0892
 BJ0892  VERT ORDER  -  FIRST     CLASS I
 BJ0892
 BJ0892.The horizontal coordinates were scaled from a topographic map and have
 BJ0892.an estimated accuracy of +/- 6 seconds.
 BJ0892
 BJ0892.The orthometric height was determined by differential leveling
 BJ0892.and adjusted by the National Geodetic Survey in February 1994..
 BJ0892
 BJ0892.The geoid height was determined by GEOID03.
 BJ0892
 BJ0892.The dynamic height is computed by dividing the NAVD 88
 BJ0892.geopotential number by the normal gravity value computed on the
 BJ0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0892.degrees latitude (g = 980.6199 gals.).
 BJ0892
 BJ0892.The modeled gravity was interpolated from observed gravity values.
 BJ0892
 BJ0892;                    North         East    Units  Estimated Accuracy
 BJ0892;SPC LA S     -   222,020.    1,050,080.      MT  (+/- 180 meters Scaled)
 BJ0892
 BJ0892                          SUPERSEDED SURVEY CONTROL
 BJ0892
 BJ0892  NAVD 88 (06/15/91)   14.425  (m)           47.33   (f) UNKNOWN     1 1
 BJ0892  NGVD 29 (??/??/??)   14.397  (m)           47.23   (f) ADJUSTED    1 1
 BJ0892
 BJ0892.Superseded values are not recommended for survey control.
 BJ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0892.See file dsdata.txt to determine how the superseded data were derived.
 BJ0892
 BJ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP100764(NAD 83)
 BJ0892_MARKER: DB = BENCH MARK DISK
 BJ0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0892_SP_SET: CULVERT
 BJ0892_STAMPING: Y 286 1976
 BJ0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0892
 BJ0892  HISTORY     - Date     Condition        Report By
 BJ0892  HISTORY     - 1976     MONUMENTED       NGS
 BJ0892
 BJ0892                          STATION DESCRIPTION
 BJ0892
 BJ0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0892'3.2 MI EAST FROM WALKER.
 BJ0892'3.2 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0892'HIGHWAY 447, 0.2 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 1024,
 BJ0892'19 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 BJ0892'EAST END OF THE NORTH CONCRETE HEAD WALL OF A LARGE MULTIPLE CONCRETE
 BJ0892'BOX CULVERT, 0.5 FT WEST OF THE EAST END OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0882 ***********************************************************************
 BJ0882  DESIGNATION -  Y 287
 BJ0882  PID         -  BJ0882
 BJ0882  STATE/COUNTY-  LA/LIVINGSTON
 BJ0882  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0882
 BJ0882                         *CURRENT SURVEY CONTROL
 BJ0882  ___________________________________________________________________
 BJ0882* NAD 83(1986)-  30 29 17.     (N)    090 55 34.     (W)     SCALED    
 BJ0882* NAVD 88     -        14.048  (meters)      46.09   (feet)  ADJUSTED  
 BJ0882  ___________________________________________________________________
 BJ0882  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ0882  DYNAMIC HT  -          14.030 (meters)      46.03  (feet)  COMP
 BJ0882  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BJ0882
 BJ0882  VERT ORDER  -  FIRST     CLASS I
 BJ0882
 BJ0882.The horizontal coordinates were scaled from a topographic map and have
 BJ0882.an estimated accuracy of +/- 6 seconds.
 BJ0882
 BJ0882.The orthometric height was determined by differential leveling
 BJ0882.and adjusted by the National Geodetic Survey in February 1994..
 BJ0882
 BJ0882.The geoid height was determined by GEOID03.
 BJ0882
 BJ0882.The dynamic height is computed by dividing the NAVD 88
 BJ0882.geopotential number by the normal gravity value computed on the
 BJ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0882.degrees latitude (g = 980.6199 gals.).
 BJ0882
 BJ0882.The modeled gravity was interpolated from observed gravity values.
 BJ0882
 BJ0882;                    North         East    Units  Estimated Accuracy
 BJ0882;SPC LA S     -   220,440.    1,039,100.      MT  (+/- 180 meters Scaled)
 BJ0882
 BJ0882                          SUPERSEDED SURVEY CONTROL
 BJ0882
 BJ0882  NAVD 88 (06/15/91)   14.101  (m)           46.26   (f) UNKNOWN     1 1
 BJ0882  NGVD 29 (??/??/??)   14.072  (m)           46.17   (f) ADJUSTED    1 1
 BJ0882
 BJ0882.Superseded values are not recommended for survey control.
 BJ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0882.See file dsdata.txt to determine how the superseded data were derived.
 BJ0882
 BJ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP990746(NAD 83)
 BJ0882_MARKER: DB = BENCH MARK DISK
 BJ0882_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0882+WITH SETTING: INTO GROUND
 BJ0882_SP_SET: METAL ROD WITH BASE PLATE
 BJ0882_STAMPING: Y 287 1976
 BJ0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0882+STABILITY: SURFACE MOTION
 BJ0882
 BJ0882  HISTORY     - Date     Condition        Report By
 BJ0882  HISTORY     - 1976     MONUMENTED       NGS
 BJ0882
 BJ0882                          STATION DESCRIPTION
 BJ0882
 BJ0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0882'1.8 MI EAST FROM DENHAM SPRINGS.
 BJ0882'1.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE CROSSING
 BJ0882'OF NORTH RANGE AVENUE, AT THE CROSSING OF AN ASPHALT ROAD, 40.3 FT
 BJ0882'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 95 FT WEST OF THE CENTER
 BJ0882'LINE OF THE ROAD, 5.0 FT NORTH OF THE NORTH EDGE OF THE SOUTH ONE OF
 BJ0882'TWO STEEL POWER LINE POLES.  THE DISK IS 0.5 FT BELOW THE LEVEL OF THE
 BJ0882'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2760 ***********************************************************************
 BJ2760  DESIGNATION -  Y 29
 BJ2760  PID         -  BJ2760
 BJ2760  STATE/COUNTY-  LA/ST LANDRY
 BJ2760  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2760
 BJ2760                         *CURRENT SURVEY CONTROL
 BJ2760  ___________________________________________________________________
 BJ2760* NAD 83(1986)-  30 32 25.     (N)    091 48 31.     (W)     SCALED    
 BJ2760* NAVD 88     -         6.56   (+/-2cm)      21.5    (feet)  VERTCON   
 BJ2760  ___________________________________________________________________
 BJ2760  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2760
 BJ2760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2760
 BJ2760.The horizontal coordinates were scaled from a topographic map and have
 BJ2760.an estimated accuracy of +/- 6 seconds.
 BJ2760
 BJ2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2760.The vertical order pertains to the NGVD 29 superseded value.
 BJ2760
 BJ2760.The geoid height was determined by GEOID03.
 BJ2760
 BJ2760;                    North         East    Units  Estimated Accuracy
 BJ2760;SPC LA S     -   226,250.      954,390.      MT  (+/- 180 meters Scaled)
 BJ2760
 BJ2760                          SUPERSEDED SURVEY CONTROL
 BJ2760
 BJ2760  NGVD 29 (??/??/??)    6.568  (m)           21.55   (f) ADJUSTED    2 0
 BJ2760
 BJ2760.Superseded values are not recommended for survey control.
 BJ2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2760.See file dsdata.txt to determine how the superseded data were derived.
 BJ2760
 BJ2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP142792(NAD 83)
 BJ2760_MARKER: DB = BENCH MARK DISK
 BJ2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2760+STABILITY: SURFACE MOTION
 BJ2760
 BJ2760  HISTORY     - Date     Condition        Report By
 BJ2760  HISTORY     - UNK      MONUMENTED       CGS
 BJ2760  HISTORY     - 1935     GOOD             CGS
 BJ2760  HISTORY     - 1936     POOR             LAGS
 BJ2760
 BJ2760                          STATION DESCRIPTION
 BJ2760
 BJ2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BJ2760'3.2 MI W FROM EAST KROTZ SPRINGS.
 BJ2760'3.2 MI W OF AND ALONG THE M P R R. 49 FEET N OF THE TRACK.  80 FEET W
 BJ2760'OF MILEPOST 607.  15 FEET S OF W END OF HIGHWAY BRIDGE.  ON HIGH POINT
 BJ2760'OF GROUND.
 BJ2760
 BJ2760                          STATION RECOVERY (1936)
 BJ2760
 BJ2760'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ2760'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0575 ***********************************************************************
 BJ0575  DESIGNATION -  Y 290
 BJ0575  PID         -  BJ0575
 BJ0575  STATE/COUNTY-  LA/IBERVILLE
 BJ0575  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0575
 BJ0575                         *CURRENT SURVEY CONTROL
 BJ0575  ___________________________________________________________________
 BJ0575* NAD 83(1986)-  30 17 59.     (N)    091 14 13.     (W)     SCALED    
 BJ0575* NAVD 88     -         7.934  (meters)      26.03   (feet)  ADJUSTED  
 BJ0575  ___________________________________________________________________
 BJ0575  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ0575  DYNAMIC HT  -           7.923 (meters)      25.99  (feet)  COMP
 BJ0575  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 BJ0575
 BJ0575  VERT ORDER  -  FIRST     CLASS I
 BJ0575
 BJ0575.The horizontal coordinates were scaled from a topographic map and have
 BJ0575.an estimated accuracy of +/- 6 seconds.
 BJ0575
 BJ0575.The orthometric height was determined by differential leveling
 BJ0575.and adjusted by the National Geodetic Survey in February 1994..
 BJ0575
 BJ0575.The geoid height was determined by GEOID03.
 BJ0575
 BJ0575.The dynamic height is computed by dividing the NAVD 88
 BJ0575.geopotential number by the normal gravity value computed on the
 BJ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0575.degrees latitude (g = 980.6199 gals.).
 BJ0575
 BJ0575.The modeled gravity was interpolated from observed gravity values.
 BJ0575
 BJ0575;                    North         East    Units  Estimated Accuracy
 BJ0575;SPC LA S     -   199,490.    1,009,270.      MT  (+/- 180 meters Scaled)
 BJ0575
 BJ0575                          SUPERSEDED SURVEY CONTROL
 BJ0575
 BJ0575  NGVD 29 (??/??/??)    7.942  (m)           26.06   (f) ADJUSTED    1 1
 BJ0575
 BJ0575.Superseded values are not recommended for survey control.
 BJ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0575.See file dsdata.txt to determine how the superseded data were derived.
 BJ0575
 BJ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP695533(NAD 83)
 BJ0575_MARKER: DB = BENCH MARK DISK
 BJ0575_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0575_SP_SET: COPPER-CLAD STEEL ROD
 BJ0575_STAMPING: Y 290 1976
 BJ0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0575
 BJ0575  HISTORY     - Date     Condition        Report By
 BJ0575  HISTORY     - 1976     MONUMENTED       NGS
 BJ0575
 BJ0575                          STATION DESCRIPTION
 BJ0575
 BJ0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0575'0.5 MI NORTH FROM PLAQUEMINE.
 BJ0575'1.4 MILES NORTH ALONG STATE HIGHWAY 988 FROM THE JUNCTION OF STATE
 BJ0575'HIGHWAY 1, AT THE JUNCTION OF GOVERNMENT STREET, 127 FT. NORTH OF THE
 BJ0575'EXTENDED CENTER LINE OF GOVERNMENT STREET, 28.5 FT. EAST OF THE
 BJ0575'CENTER LINE OF THE HIGHWAY (WARREN STREET), 31.5 FT. SOUTH OF THE
 BJ0575'NORTHWEST CORNER OF A FENCE AROUND A SEWERAGE TREATMENT BUILDING,
 BJ0575'30 FT. NORTH OF A POWER LINE POLE WITH TWO TRANSFORMERS, 2 FT SOUTH OF
 BJ0575'THE SOUTH END OF A GATE.  THE DISK IS 0.4 FT BELOW THE LEVEL OF THE
 BJ0575'GROUND, ACCESS IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP. A WRENCH
 BJ0575'COULD BE NEEDED FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0271 ***********************************************************************
 BJ0271  DESIGNATION -  Y 291
 BJ0271  PID         -  BJ0271
 BJ0271  STATE/COUNTY-  LA/IBERVILLE
 BJ0271  USGS QUAD   -  MARINGOUIN (1992)
 BJ0271
 BJ0271                         *CURRENT SURVEY CONTROL
 BJ0271  ___________________________________________________________________
 BJ0271* NAD 83(1986)-  30 29 20.     (N)    091 33 18.     (W)     SCALED    
 BJ0271* NAVD 88     -         5.070  (meters)      16.63   (feet)  ADJUSTED  
 BJ0271  ___________________________________________________________________
 BJ0271  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0271  DYNAMIC HT  -           5.063 (meters)      16.61  (feet)  COMP
 BJ0271  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BJ0271
 BJ0271  VERT ORDER  -  FIRST     CLASS I
 BJ0271
 BJ0271.The horizontal coordinates were scaled from a topographic map and have
 BJ0271.an estimated accuracy of +/- 6 seconds.
 BJ0271
 BJ0271.The orthometric height was determined by differential leveling
 BJ0271.and adjusted by the National Geodetic Survey in February 1994..
 BJ0271
 BJ0271.The geoid height was determined by GEOID03.
 BJ0271
 BJ0271.The dynamic height is computed by dividing the NAVD 88
 BJ0271.geopotential number by the normal gravity value computed on the
 BJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0271.degrees latitude (g = 980.6199 gals.).
 BJ0271
 BJ0271.The modeled gravity was interpolated from observed gravity values.
 BJ0271
 BJ0271;                    North         East    Units  Estimated Accuracy
 BJ0271;SPC LA S     -   220,480.      978,720.      MT  (+/- 180 meters Scaled)
 BJ0271
 BJ0271                          SUPERSEDED SURVEY CONTROL
 BJ0271
 BJ0271  NGVD 29 (??/??/??)    5.086  (m)           16.69   (f) ADJUSTED    1 1
 BJ0271
 BJ0271.Superseded values are not recommended for survey control.
 BJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0271.See file dsdata.txt to determine how the superseded data were derived.
 BJ0271
 BJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP386738(NAD 83)
 BJ0271_MARKER: DB = BENCH MARK DISK
 BJ0271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0271_SP_SET: COPPER-CLAD STEEL ROD
 BJ0271_STAMPING: Y 291 1976
 BJ0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0271
 BJ0271  HISTORY     - Date     Condition        Report By
 BJ0271  HISTORY     - 1976     MONUMENTED       NGS
 BJ0271  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BJ0271
 BJ0271                          STATION DESCRIPTION
 BJ0271
 BJ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0271'1.8 MI WEST FROM MARINGOUIN.
 BJ0271'1.8 MILES SOUTHWEST ALONG BELMONT LANE FROM THE JUNCTION OF STATE
 BJ0271'HIGHWAY 77, 0.2 MILE NORTHEAST OF A CONCRETE BRIDGE, 155 FT SOUTH
 BJ0271'OF THE SOUTH CORNER OF A FRAME HOUSE, 30 FT SOUTHEAST OF THE CENTER
 BJ0271'LINE OF THE LANE, 1 FT SOUTHWEST OF POWER LINE POLE NUMBER 80-R24
 BJ0271'WITH A TRANSFORMER, 2.0 FT SOUTHEAST OF A FENCE. THE DISK IS 0.6 FT
 BJ0271'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BJ0271'4-INCH PLASTIC SCREW PLUG.
 BJ0271
 BJ0271                          STATION RECOVERY (1990)
 BJ0271
 BJ0271'RECOVERY NOTE BY US POWER SQUADRON 1990 (DNB)
 BJ0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0813 ***********************************************************************
 BJ0813  DESIGNATION -  Y 292
 BJ0813  PID         -  BJ0813
 BJ0813  STATE/COUNTY-  LA/IBERVILLE
 BJ0813  USGS QUAD   -  ADDIS (1992)
 BJ0813
 BJ0813                         *CURRENT SURVEY CONTROL
 BJ0813  ___________________________________________________________________
 BJ0813* NAD 83(1986)-  30 15 28.     (N)    091 18 49.     (W)     SCALED    
 BJ0813* NAVD 88     -         3.998  (meters)      13.12   (feet)  ADJUSTED  
 BJ0813  ___________________________________________________________________
 BJ0813  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0813  DYNAMIC HT  -           3.993 (meters)      13.10  (feet)  COMP
 BJ0813  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 BJ0813
 BJ0813  VERT ORDER  -  FIRST     CLASS I
 BJ0813
 BJ0813.The horizontal coordinates were scaled from a topographic map and have
 BJ0813.an estimated accuracy of +/- 6 seconds.
 BJ0813
 BJ0813.The orthometric height was determined by differential leveling
 BJ0813.and adjusted by the National Geodetic Survey in February 1994..
 BJ0813
 BJ0813.The geoid height was determined by GEOID03.
 BJ0813
 BJ0813.The dynamic height is computed by dividing the NAVD 88
 BJ0813.geopotential number by the normal gravity value computed on the
 BJ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0813.degrees latitude (g = 980.6199 gals.).
 BJ0813
 BJ0813.The modeled gravity was interpolated from observed gravity values.
 BJ0813
 BJ0813;                    North         East    Units  Estimated Accuracy
 BJ0813;SPC LA S     -   194,840.    1,001,900.      MT  (+/- 180 meters Scaled)
 BJ0813
 BJ0813                          SUPERSEDED SURVEY CONTROL
 BJ0813
 BJ0813  NGVD 29 (??/??/??)    4.015  (m)           13.17   (f) ADJUSTED    1 1
 BJ0813
 BJ0813.Superseded values are not recommended for survey control.
 BJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0813.See file dsdata.txt to determine how the superseded data were derived.
 BJ0813
 BJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP622485(NAD 83)
 BJ0813_MARKER: DB = BENCH MARK DISK
 BJ0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0813_SP_SET: BRIDGE
 BJ0813_STAMPING: Y 292 1976
 BJ0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0813
 BJ0813  HISTORY     - Date     Condition        Report By
 BJ0813  HISTORY     - 1976     MONUMENTED       NGS
 BJ0813
 BJ0813                          STATION DESCRIPTION
 BJ0813
 BJ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0813'6.4 MI SW FROM PLAQUEMINE.
 BJ0813'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 3066 (COURT STREET-BAYOU ROAD)
 BJ0813'FROM THE POST OFFICE, AT A CONCRETE DRAW BRIDGE OVER PLAQUEMINE BAYOU,
 BJ0813'68 FT NORTH OF THE CENTER LINE OF THE HIGHWAY,18 FT WEST OF THE CENTER
 BJ0813'LINE OF THE BRIDGE, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 BJ0813'ABUTMENT OF THE BRIDGE, 2.5 FT EAST OF THE WEST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0756 ***********************************************************************
 BJ0756  DESIGNATION -  Y 293
 BJ0756  PID         -  BJ0756
 BJ0756  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0756  USGS QUAD   -  LOTTIE (1994)
 BJ0756
 BJ0756                         *CURRENT SURVEY CONTROL
 BJ0756  ___________________________________________________________________
 BJ0756* NAD 83(1986)-  30 33 25.     (N)    091 38 19.     (W)     SCALED    
 BJ0756* NAVD 88     -         7.790  (meters)      25.56   (feet)  ADJUSTED  
 BJ0756  ___________________________________________________________________
 BJ0756  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0756  DYNAMIC HT  -           7.780 (meters)      25.52  (feet)  COMP
 BJ0756  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BJ0756
 BJ0756  VERT ORDER  -  FIRST     CLASS I
 BJ0756
 BJ0756.The horizontal coordinates were scaled from a topographic map and have
 BJ0756.an estimated accuracy of +/- 6 seconds.
 BJ0756
 BJ0756.The orthometric height was determined by differential leveling
 BJ0756.and adjusted by the National Geodetic Survey in February 1994..
 BJ0756
 BJ0756.The geoid height was determined by GEOID03.
 BJ0756
 BJ0756.The dynamic height is computed by dividing the NAVD 88
 BJ0756.geopotential number by the normal gravity value computed on the
 BJ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0756.degrees latitude (g = 980.6199 gals.).
 BJ0756
 BJ0756.The modeled gravity was interpolated from observed gravity values.
 BJ0756
 BJ0756;                    North         East    Units  Estimated Accuracy
 BJ0756;SPC LA S     -   228,040.      970,710.      MT  (+/- 180 meters Scaled)
 BJ0756
 BJ0756                          SUPERSEDED SURVEY CONTROL
 BJ0756
 BJ0756  NAVD 88 (06/15/91)    7.845  (m)           25.74   (f) UNKNOWN     1 1
 BJ0756  NGVD 29 (??/??/??)    7.809  (m)           25.62   (f) ADJUSTED    1 1
 BJ0756
 BJ0756.Superseded values are not recommended for survey control.
 BJ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0756.See file dsdata.txt to determine how the superseded data were derived.
 BJ0756
 BJ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP305812(NAD 83)
 BJ0756_MARKER: DB = BENCH MARK DISK
 BJ0756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0756_SP_SET: HEADWALL
 BJ0756_STAMPING: Y 293 1976
 BJ0756_MARK LOGO: NGS   
 BJ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0756+STABILITY: SURFACE MOTION
 BJ0756
 BJ0756  HISTORY     - Date     Condition        Report By
 BJ0756  HISTORY     - 1976     MONUMENTED       NGS
 BJ0756  HISTORY     - 1986     GOOD             NGS
 BJ0756
 BJ0756                          STATION DESCRIPTION
 BJ0756
 BJ0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0756'0.2 MI EAST FROM LOTTIE.
 BJ0756'0.2 MILE EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0756'HIGHWAY 81, AT THE CROSSING OF BAYOU BLACK, 27.5 FT. SOUTH OF THE
 BJ0756'CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 65.5 FT. NORTHWEST
 BJ0756'OF THE NORTH ONE OF 3 STEEL POST SUPPORTING A LARGE TEXACO SIGN,
 BJ0756'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A
 BJ0756'LARGE CULVERT, 0.5 FT. EAST OF THE WEST END OF THE HEAD WALL.
 BJ0756
 BJ0756                          STATION RECOVERY (1986)
 BJ0756
 BJ0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0922 ***********************************************************************
 BJ0922  DESIGNATION -  Y 294
 BJ0922  PID         -  BJ0922
 BJ0922  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0922  USGS QUAD   -  ALBANY (1974)
 BJ0922
 BJ0922                         *CURRENT SURVEY CONTROL
 BJ0922  ___________________________________________________________________
 BJ0922* NAD 83(1986)-  30 30 13.     (N)    090 32 02.     (W)     SCALED    
 BJ0922* NAVD 88     -        12.139  (meters)      39.83   (feet)  ADJUSTED  
 BJ0922  ___________________________________________________________________
 BJ0922  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0922  DYNAMIC HT  -          12.123 (meters)      39.77  (feet)  COMP
 BJ0922  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BJ0922
 BJ0922  VERT ORDER  -  FIRST     CLASS I
 BJ0922
 BJ0922.The horizontal coordinates were scaled from a topographic map and have
 BJ0922.an estimated accuracy of +/- 6 seconds.
 BJ0922
 BJ0922.The orthometric height was determined by differential leveling
 BJ0922.and adjusted by the National Geodetic Survey in February 1994..
 BJ0922
 BJ0922.The geoid height was determined by GEOID03.
 BJ0922
 BJ0922.The dynamic height is computed by dividing the NAVD 88
 BJ0922.geopotential number by the normal gravity value computed on the
 BJ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0922.degrees latitude (g = 980.6199 gals.).
 BJ0922
 BJ0922.The modeled gravity was interpolated from observed gravity values.
 BJ0922
 BJ0922;                    North         East    Units  Estimated Accuracy
 BJ0922;SPC LA S     -   222,360.    1,076,740.      MT  (+/- 180 meters Scaled)
 BJ0922
 BJ0922                          SUPERSEDED SURVEY CONTROL
 BJ0922
 BJ0922  NAVD 88 (06/15/91)   12.177  (m)           39.95   (f) UNKNOWN     1 1
 BJ0922  NGVD 29 (??/??/??)   12.155  (m)           39.88   (f) ADJUSTED    1 1
 BJ0922
 BJ0922.Superseded values are not recommended for survey control.
 BJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0922.See file dsdata.txt to determine how the superseded data were derived.
 BJ0922
 BJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP366771(NAD 83)
 BJ0922_MARKER: DB = BENCH MARK DISK
 BJ0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0922_SP_SET: CULVERT
 BJ0922_STAMPING: Y 294 1976
 BJ0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0922
 BJ0922  HISTORY     - Date     Condition        Report By
 BJ0922  HISTORY     - 1976     MONUMENTED       NGS
 BJ0922  HISTORY     - 1979     GOOD             LADTD
 BJ0922
 BJ0922                          STATION DESCRIPTION
 BJ0922
 BJ0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0922'2.9 MI EAST FROM ALBANY.
 BJ0922'2.9 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0922'HIGHWAY 43, 0.05 MILE WEST OF THE JUNCTION OF AN ASPHALT ROAD, AT
 BJ0922'BAPTIST, 25 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 BJ0922'THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE BOX
 BJ0922'CULVERT, 0.5 FT WEST OF THE EAST END OF THE HEAD WALL.
 BJ0922
 BJ0922                          STATION RECOVERY (1979)
 BJ0922
 BJ0922'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BJ0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0767 ***********************************************************************
 BK0767  DESIGNATION -  Y 30
 BK0767  PID         -  BK0767
 BK0767  STATE/COUNTY-  LA/EVANGELINE
 BK0767  USGS QUAD   -  BASILE (1985)
 BK0767
 BK0767                         *CURRENT SURVEY CONTROL
 BK0767  ___________________________________________________________________
 BK0767* NAD 83(1986)-  30 29 06.     (N)    092 35 43.     (W)     SCALED    
 BK0767* NAVD 88     -        15.20   (+/-2cm)      49.9    (feet)  VERTCON   
 BK0767  ___________________________________________________________________
 BK0767  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK0767
 BK0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0767
 BK0767.The horizontal coordinates were scaled from a topographic map and have
 BK0767.an estimated accuracy of +/- 6 seconds.
 BK0767
 BK0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0767.The vertical order pertains to the NGVD 29 superseded value.
 BK0767
 BK0767.The geoid height was determined by GEOID03.
 BK0767
 BK0767;                    North         East    Units  Estimated Accuracy
 BK0767;SPC LA S     -   220,700.      878,840.      MT  (+/- 180 meters Scaled)
 BK0767
 BK0767                          SUPERSEDED SURVEY CONTROL
 BK0767
 BK0767  NGVD 29 (??/??/??)   15.157  (m)           49.73   (f) ADJUSTED    2 0
 BK0767
 BK0767.Superseded values are not recommended for survey control.
 BK0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0767.See file dsdata.txt to determine how the superseded data were derived.
 BK0767
 BK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP388725(NAD 83)
 BK0767_MARKER: DB = BENCH MARK DISK
 BK0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0767_STAMPING: Y 30 1935
 BK0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0767+STABILITY: SURFACE MOTION
 BK0767
 BK0767  HISTORY     - Date     Condition        Report By
 BK0767  HISTORY     - 1935     MONUMENTED       CGS
 BK0767  HISTORY     - 1983     MARK NOT FOUND   USGS
 BK0767
 BK0767                          STATION DESCRIPTION
 BK0767
 BK0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0767'IN BASILE.
 BK0767'AT BASILE EVANGELINE PARISH, ON THE MISSOURI PACIFIC RAILROAD, 100
 BK0767'FEET WEST OF THE NORTHWEST CORNER OF THE STATION, NEAR A STAKE FENCE
 BK0767'AROUND A PASSENGER WALK, AT THE CROSSING OF A ROAD, 50 FEET EAST OF
 BK0767'THE CENTERLINE OF THE ROAD, AND 20 FEET SOUTH OF THE CENTERLINE OF THE
 BK0767'MAIN TRACK.  A STANDARD DISK, STAMPED Y 30 1935 AND SET IN THE TOP OF
 BK0767'A CONCRETE POST.  NOTE-- IT WAS REPORTED IN JUNE 1946 THAT THE
 BK0767'CONCRETE POST WAS FOUND BROKEN OFF ABOUT 1-1/2 FEET FROM THE TOP. THE
 BK0767'BROKEN PORTION WAS SET BACK IN PLACE AND THE EARTH WAS TAMPED AROUND
 BK0767'IT TO HOLD IT TEMPORARILY.  USE WITH CAUTION.
 BK0767
 BK0767                          STATION RECOVERY (1983)
 BK0767
 BK0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BK0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2248 ***********************************************************************
 BX2248  DESIGNATION -  Y 302
 BX2248  PID         -  BX2248
 BX2248  STATE/COUNTY-  LA/AVOYELLES
 BX2248  USGS QUAD   -  BELLE D'EAU (1983)
 BX2248
 BX2248                         *CURRENT SURVEY CONTROL
 BX2248  ___________________________________________________________________
 BX2248* NAD 83(1986)-  31 06 36.     (N)    092 12 52.     (W)     SCALED    
 BX2248* NAVD 88     -        19.088  (meters)      62.62   (feet)  ADJUSTED  
 BX2248  ___________________________________________________________________
 BX2248  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BX2248  DYNAMIC HT  -          19.065 (meters)      62.55  (feet)  COMP
 BX2248  MODELED GRAV-     979,389.5   (mgal)                       NAVD 88
 BX2248
 BX2248  VERT ORDER  -  FIRST     CLASS I
 BX2248
 BX2248.The horizontal coordinates were scaled from a topographic map and have
 BX2248.an estimated accuracy of +/- 6 seconds.
 BX2248
 BX2248.The orthometric height was determined by differential leveling
 BX2248.and adjusted by the National Geodetic Survey in February 1994..
 BX2248
 BX2248.The geoid height was determined by GEOID03.
 BX2248
 BX2248.The dynamic height is computed by dividing the NAVD 88
 BX2248.geopotential number by the normal gravity value computed on the
 BX2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2248.degrees latitude (g = 980.6199 gals.).
 BX2248
 BX2248.The modeled gravity was interpolated from observed gravity values.
 BX2248
 BX2248;                    North         East    Units  Estimated Accuracy
 BX2248;SPC LA N     -    67,670.    1,027,240.      MT  (+/- 180 meters Scaled)
 BX2248
 BX2248                          SUPERSEDED SURVEY CONTROL
 BX2248
 BX2248  NAVD 88 (06/15/91)   19.093  (m)           62.64   (f) UNKNOWN     1 1
 BX2248  NGVD 29 (??/??/??)   19.061  (m)           62.54   (f) ADJUSTED    1 1
 BX2248
 BX2248.Superseded values are not recommended for survey control.
 BX2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2248.See file dsdata.txt to determine how the superseded data were derived.
 BX2248
 BX2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ749420(NAD 83)
 BX2248_MARKER: DB = BENCH MARK DISK
 BX2248_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2248+WITH SETTING: INTO GROUND
 BX2248_SP_SET: METAL ROD WITH BASE PLATE
 BX2248_STAMPING: Y 302 1977
 BX2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2248+STABILITY: SURFACE MOTION
 BX2248
 BX2248  HISTORY     - Date     Condition        Report By
 BX2248  HISTORY     - 1977     MONUMENTED       NGS
 BX2248
 BX2248                          STATION DESCRIPTION
 BX2248
 BX2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2248'1.6 MI EAST FROM ECHO.
 BX2248'1.6 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BX2248'ECHO, 16.5 FEET WEST SOUTHWEST OF THE EXTENDED CENTERLINE
 BX2248'OF STATE HIGHWAY 114, 88 FEET SOUTHSOUTHWEST OF THE SOUTHWEST
 BX2248'CORNER OF THE UNION BANK, 60 FEET NORTHNORTHWEST OF THE
 BX2248'CENTERLINE OF STATE HIGHWAY 1, 42 FEET EASTNORTHEAST OF A
 BX2248'WOODEN FENCE, AND 8 FEET WESTSOUTHWEST OF A METAL SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2309 ***********************************************************************
 BX2309  DESIGNATION -  Y 303
 BX2309  PID         -  BX2309
 BX2309  STATE/COUNTY-  LA/NATCHITOCHES
 BX2309  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2309
 BX2309                         *CURRENT SURVEY CONTROL
 BX2309  ___________________________________________________________________
 BX2309* NAD 83(1986)-  31 36 49.     (N)    092 53 23.     (W)     SCALED    
 BX2309* NAVD 88     -        30.129  (meters)      98.85   (feet)  ADJUSTED  
 BX2309  ___________________________________________________________________
 BX2309  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2309  DYNAMIC HT  -          30.093 (meters)      98.73  (feet)  COMP
 BX2309  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 BX2309
 BX2309  VERT ORDER  -  FIRST     CLASS I
 BX2309
 BX2309.The horizontal coordinates were scaled from a topographic map and have
 BX2309.an estimated accuracy of +/- 6 seconds.
 BX2309
 BX2309.The orthometric height was determined by differential leveling
 BX2309.and adjusted by the National Geodetic Survey in February 1994..
 BX2309
 BX2309.The geoid height was determined by GEOID03.
 BX2309
 BX2309.The dynamic height is computed by dividing the NAVD 88
 BX2309.geopotential number by the normal gravity value computed on the
 BX2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2309.degrees latitude (g = 980.6199 gals.).
 BX2309
 BX2309.The modeled gravity was interpolated from observed gravity values.
 BX2309
 BX2309;                    North         East    Units  Estimated Accuracy
 BX2309;SPC LA N     -   123,540.      963,020.      MT  (+/- 180 meters Scaled)
 BX2309
 BX2309                          SUPERSEDED SURVEY CONTROL
 BX2309
 BX2309  NAVD 88 (06/15/91)   30.129  (m)           98.85   (f) UNKNOWN     1 1
 BX2309  NGVD 29 (??/??/??)   30.151  (m)           98.92   (f) ADJUSTED    1 1
 BX2309
 BX2309.Superseded values are not recommended for survey control.
 BX2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2309.See file dsdata.txt to determine how the superseded data were derived.
 BX2309
 BX2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ104976(NAD 83)
 BX2309_MARKER: DB = BENCH MARK DISK
 BX2309_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2309+WITH SETTING: INTO GROUND
 BX2309_SP_SET: METAL ROD WITH BASE PLATE
 BX2309_STAMPING: Y 303 1977
 BX2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2309+STABILITY: SURFACE MOTION
 BX2309
 BX2309  HISTORY     - Date     Condition        Report By
 BX2309  HISTORY     - 1977     MONUMENTED       NGS
 BX2309
 BX2309                          STATION DESCRIPTION
 BX2309
 BX2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2309'11.2 MI NW FROM CLOUTIERVILLE.
 BX2309'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2309'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 3.4 MILES
 BX2309'SOUTH-SOUTHWEST OF THE CENTER
 BX2309'OF THE LEVEE, 27 FEET NORTHEAST OF A FENCE CROSSING THE LEVEE
 BX2309'WITH CATTLE GUARD, 1 FOOT NORTHWEST OF A FENCE, AND 0.3 MILE
 BX2309'SOUTHWEST OF MILEPOST 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2370 ***********************************************************************
 BX2370  DESIGNATION -  Y 304
 BX2370  PID         -  BX2370
 BX2370  STATE/COUNTY-  LA/RED RIVER
 BX2370  USGS QUAD   -  EVELYN (1992)
 BX2370
 BX2370                         *CURRENT SURVEY CONTROL
 BX2370  ___________________________________________________________________
 BX2370* NAD 83(1986)-  31 59 38.     (N)    093 22 34.     (W)     SCALED    
 BX2370* NAVD 88     -        40.078  (meters)     131.49   (feet)  ADJUSTED  
 BX2370  ___________________________________________________________________
 BX2370  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BX2370  DYNAMIC HT  -          40.032 (meters)     131.34  (feet)  COMP
 BX2370  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 BX2370
 BX2370  VERT ORDER  -  FIRST     CLASS I
 BX2370
 BX2370.The horizontal coordinates were scaled from a topographic map and have
 BX2370.an estimated accuracy of +/- 6 seconds.
 BX2370
 BX2370.The orthometric height was determined by differential leveling
 BX2370.and adjusted by the National Geodetic Survey in February 1994..
 BX2370
 BX2370.The geoid height was determined by GEOID03.
 BX2370
 BX2370.The dynamic height is computed by dividing the NAVD 88
 BX2370.geopotential number by the normal gravity value computed on the
 BX2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2370.degrees latitude (g = 980.6199 gals.).
 BX2370
 BX2370.The modeled gravity was interpolated from observed gravity values.
 BX2370
 BX2370;                    North         East    Units  Estimated Accuracy
 BX2370;SPC LA N     -   165,970.      917,220.      MT  (+/- 180 meters Scaled)
 BX2370
 BX2370                          SUPERSEDED SURVEY CONTROL
 BX2370
 BX2370  NAVD 88 (06/15/91)   40.078  (m)          131.49   (f) UNKNOWN     1 1
 BX2370  NGVD 29 (??/??/??)   40.135  (m)          131.68   (f) ADJUSTED    1 1
 BX2370
 BX2370.Superseded values are not recommended for survey control.
 BX2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2370.See file dsdata.txt to determine how the superseded data were derived.
 BX2370
 BX2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR644398(NAD 83)
 BX2370_MARKER: DB = BENCH MARK DISK
 BX2370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX2370_SP_SET: CONCRETE FOUNDATION
 BX2370_STAMPING: Y 304 1977
 BX2370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2370
 BX2370  HISTORY     - Date     Condition        Report By
 BX2370  HISTORY     - 1977     MONUMENTED       NGS
 BX2370
 BX2370                          STATION DESCRIPTION
 BX2370
 BX2370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2370'3.0 MI NW FROM HANNA.
 BX2370'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX2370'AT HANNA, 155 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BX2370'SET VERTICALLY IN THE NORTHWEST END OF THE SOUTHWEST FACE OF THE
 BX2370'RED RIVER CO-OP BUILDING FOUNDATION, 2 FEET SOUTHEAST OF THE
 BX2370'WEST CORNER OF THE FOUNDATION. NOTE, THIS MARK CAN BE REACHED
 BX2370'BY GOING 2.5 MILES WEST ON U.S. HIGHWAY 84 FROM THE KANSAS CITY
 BX2370'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 0.8 MILE SOUTH-
 BX2370'EAST ALONG STATE HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2133 ***********************************************************************
 CQ2133  DESIGNATION -  Y 305
 CQ2133  PID         -  CQ2133
 CQ2133  STATE/COUNTY-  LA/CADDO
 CQ2133  USGS QUAD   -  BOSSIER CITY (1975)
 CQ2133
 CQ2133                         *CURRENT SURVEY CONTROL
 CQ2133  ___________________________________________________________________
 CQ2133* NAD 83(1986)-  32 35 10.     (N)    093 44 42.     (W)     SCALED    
 CQ2133* NAVD 88     -        54.645  (meters)     179.28   (feet)  ADJUSTED  
 CQ2133  ___________________________________________________________________
 CQ2133  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ2133  DYNAMIC HT  -          54.584 (meters)     179.08  (feet)  COMP
 CQ2133  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 CQ2133
 CQ2133  VERT ORDER  -  FIRST     CLASS I
 CQ2133
 CQ2133.The horizontal coordinates were scaled from a topographic map and have
 CQ2133.an estimated accuracy of +/- 6 seconds.
 CQ2133
 CQ2133.The orthometric height was determined by differential leveling
 CQ2133.and adjusted by the National Geodetic Survey in June 1991..
 CQ2133
 CQ2133.The geoid height was determined by GEOID03.
 CQ2133
 CQ2133.The dynamic height is computed by dividing the NAVD 88
 CQ2133.geopotential number by the normal gravity value computed on the
 CQ2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2133.degrees latitude (g = 980.6199 gals.).
 CQ2133
 CQ2133.The modeled gravity was interpolated from observed gravity values.
 CQ2133
 CQ2133;                    North         East    Units  Estimated Accuracy
 CQ2133;SPC LA N     -   231,980.      883,120.      MT  (+/- 180 meters Scaled)
 CQ2133
 CQ2133                          SUPERSEDED SURVEY CONTROL
 CQ2133
 CQ2133  NGVD 29 (??/??/??)   54.702  (m)          179.47   (f) ADJUSTED    1 1
 CQ2133
 CQ2133.Superseded values are not recommended for survey control.
 CQ2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2133.See file dsdata.txt to determine how the superseded data were derived.
 CQ2133
 CQ2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS300056(NAD 83)
 CQ2133_MARKER: DB = BENCH MARK DISK
 CQ2133_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2133+WITH SETTING: INTO GROUND
 CQ2133_SP_SET: METAL ROD WITH BASE PLATE
 CQ2133_STAMPING: Y 305 1977
 CQ2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2133+STABILITY: SURFACE MOTION
 CQ2133
 CQ2133  HISTORY     - Date     Condition        Report By
 CQ2133  HISTORY     - 1977     MONUMENTED       NGS
 CQ2133  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2133
 CQ2133                          STATION DESCRIPTION
 CQ2133
 CQ2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2133'5.0 MI NORTH FROM SHREVEPORT.
 CQ2133'1.6 MILES NORTHWEST ALONG AIRPORT DRIVE FROM THE DOWNTOWN AIRPORT
 CQ2133'TERMINAL BUILDING, THENCE 3.4 MILES NORTHEAST ALONG LEVEE, 40 FEET
 CQ2133'WEST OF THE CENTER OF LEVEE, 24 FEET SOUTH OF THE CENTER OF A DIRT
 CQ2133'ROAD CROSSING LEVEE, AND 2 FEET EAST OF A BARBED WIRE FENCE.
 CQ2133
 CQ2133                          STATION RECOVERY (1999)
 CQ2133
 CQ2133'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2161 ***********************************************************************
 CQ2161  DESIGNATION -  Y 306
 CQ2161  PID         -  CQ2161
 CQ2161  STATE/COUNTY-  LA/CADDO
 CQ2161  USGS QUAD   -  GILLIAM (1971)
 CQ2161
 CQ2161                         *CURRENT SURVEY CONTROL
 CQ2161  ___________________________________________________________________
 CQ2161* NAD 83(1986)-  32 47 13.     (N)    093 48 29.     (W)     SCALED    
 CQ2161* NAVD 88     -        59.732  (meters)     195.97   (feet)  ADJUSTED  
 CQ2161  ___________________________________________________________________
 CQ2161  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CQ2161  DYNAMIC HT  -          59.665 (meters)     195.75  (feet)  COMP
 CQ2161  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CQ2161
 CQ2161  VERT ORDER  -  FIRST     CLASS I
 CQ2161
 CQ2161.The horizontal coordinates were scaled from a topographic map and have
 CQ2161.an estimated accuracy of +/- 6 seconds.
 CQ2161
 CQ2161.The orthometric height was determined by differential leveling
 CQ2161.and adjusted by the National Geodetic Survey in June 1991..
 CQ2161
 CQ2161.The geoid height was determined by GEOID03.
 CQ2161
 CQ2161.The dynamic height is computed by dividing the NAVD 88
 CQ2161.geopotential number by the normal gravity value computed on the
 CQ2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2161.degrees latitude (g = 980.6199 gals.).
 CQ2161
 CQ2161.The modeled gravity was interpolated from observed gravity values.
 CQ2161
 CQ2161;                    North         East    Units  Estimated Accuracy
 CQ2161;SPC LA N     -   254,320.      877,460.      MT  (+/- 180 meters Scaled)
 CQ2161
 CQ2161                          SUPERSEDED SURVEY CONTROL
 CQ2161
 CQ2161  NGVD 29 (??/??/??)   59.790  (m)          196.16   (f) ADJUSTED    1 1
 CQ2161
 CQ2161.Superseded values are not recommended for survey control.
 CQ2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2161.See file dsdata.txt to determine how the superseded data were derived.
 CQ2161
 CQ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS243279(NAD 83)
 CQ2161_MARKER: DB = BENCH MARK DISK
 CQ2161_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2161+WITH SETTING: INTO GROUND
 CQ2161_SP_SET: METAL ROD WITH BASE PLATE
 CQ2161_STAMPING: Y 306 1977
 CQ2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2161+STABILITY: SURFACE MOTION
 CQ2161
 CQ2161  HISTORY     - Date     Condition        Report By
 CQ2161  HISTORY     - 1977     MONUMENTED       NGS
 CQ2161  HISTORY     - 19991018 MARK NOT FOUND   USPSQD
 CQ2161
 CQ2161                          STATION DESCRIPTION
 CQ2161
 CQ2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2161'5.7 MI NE FROM BELCHER.
 CQ2161'0.6 MILE NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2161'BELCHER, THENCE 2.7 MILES EAST ALONG BELCHER RIVER ROAD, THENCE
 CQ2161'2.4 MILES NORTH ALONG LEVEE, 26 FEET SOUTHEAST OF THE CENTER OF
 CQ2161'THE LEVEE, 3 FEET SOUTHWEST OF A BARBED WIRE FENCE CROSSING THE
 CQ2161'LEVEE, AND 2 FEET NORTHWEST OF A BARBED WIRE FENCE.
 CQ2161
 CQ2161                          STATION RECOVERY (1999)
 CQ2161
 CQ2161'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DL1097 ***********************************************************************
 DL1097  DESIGNATION -  Y 307
 DL1097  PID         -  DL1097
 DL1097  STATE/COUNTY-  LA/CADDO
 DL1097  USGS QUAD   -  DODDRIDGE SE (1975)
 DL1097
 DL1097                         *CURRENT SURVEY CONTROL
 DL1097  ___________________________________________________________________
 DL1097* NAD 83(1986)-  33 01 07.     (N)    093 50 18.     (W)     SCALED    
 DL1097* NAVD 88     -        63.299  (meters)     207.67   (feet)  ADJUSTED  
 DL1097  ___________________________________________________________________
 DL1097  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DL1097  DYNAMIC HT  -          63.229 (meters)     207.44  (feet)  COMP
 DL1097  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 DL1097
 DL1097  VERT ORDER  -  FIRST     CLASS I
 DL1097
 DL1097.The horizontal coordinates were scaled from a topographic map and have
 DL1097.an estimated accuracy of +/- 6 seconds.
 DL1097
 DL1097.The orthometric height was determined by differential leveling
 DL1097.and adjusted by the National Geodetic Survey in June 1991..
 DL1097
 DL1097.The geoid height was determined by GEOID03.
 DL1097
 DL1097.The dynamic height is computed by dividing the NAVD 88
 DL1097.geopotential number by the normal gravity value computed on the
 DL1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1097.degrees latitude (g = 980.6199 gals.).
 DL1097
 DL1097.The modeled gravity was interpolated from observed gravity values.
 DL1097
 DL1097;                    North         East    Units  Estimated Accuracy
 DL1097;SPC LA N     -   280,040.      874,950.      MT  (+/- 180 meters Scaled)
 DL1097
 DL1097                          SUPERSEDED SURVEY CONTROL
 DL1097
 DL1097  NGVD 29 (??/??/??)   63.337  (m)          207.80   (f) ADJUSTED    1 1
 DL1097
 DL1097.Superseded values are not recommended for survey control.
 DL1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1097.See file dsdata.txt to determine how the superseded data were derived.
 DL1097
 DL1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS217536(NAD 83)
 DL1097_MARKER: DB = BENCH MARK DISK
 DL1097_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1097_SP_SET: COPPER-CLAD STEEL ROD
 DL1097_STAMPING: Y 307 1977
 DL1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1097
 DL1097  HISTORY     - Date     Condition        Report By
 DL1097  HISTORY     - 1977     MONUMENTED       NGS
 DL1097
 DL1097                          STATION DESCRIPTION
 DL1097
 DL1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DL1097'16.4 MI NORTH FROM GILLAIM.
 DL1097'13.6 MILES NORTH ALONG MAIN STREET AND GILLIAM SCOTT SLOUGH ROAD FROM
 DL1097'THE JUNCTION OF STATE HIGHWAY 3049 AT GILLIAM, THENCE 2.3 MILES EAST
 DL1097'AND NORTH ALONG A PAVED AND DIRT ROAD, THENCE 0.5 MILE WEST ALONG COLE
 DL1097'ROAD, WHICH IS A DIRT ROAD, 38 FEET WEST OF THE CENTER OF A DIM
 DL1097'DRIVEWAY LEADING NORTH TO A WHITE FRAME HOUSE, 33 FEET NORTH OF THE
 DL1097'CENTER OF COLE ROAD, 11 FEET NORTH-NORTHEAST OF A GUY WIRE, 8 FEET
 DL1097'EAST OF AN ORANGE WITNESS POST, AND 3 FEET SOUTH OF POWERLINE POLE
 DL1097'NUMBER 93 WITH A TRANSFORMER AND 2 GUY WIRES. DRIVEN TO GRADUAL
 DL1097'REFUSAL AT 38 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2424 ***********************************************************************
 CQ2424  DESIGNATION -  Y 329
 CQ2424  PID         -  CQ2424
 CQ2424  STATE/COUNTY-  LA/BIENVILLE
 CQ2424  USGS QUAD   -  FRYEBURG (1986)
 CQ2424
 CQ2424                         *CURRENT SURVEY CONTROL
 CQ2424  ___________________________________________________________________
 CQ2424* NAD 83(1986)-  32 26 44.     (N)    093 10 07.     (W)     SCALED    
 CQ2424* NAVD 88     -        63.27   (+/-2cm)     207.6    (feet)  VERTCON   
 CQ2424  ___________________________________________________________________
 CQ2424  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ2424
 CQ2424  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2424
 CQ2424.The horizontal coordinates were scaled from a topographic map and have
 CQ2424.an estimated accuracy of +/- 6 seconds.
 CQ2424
 CQ2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2424.The vertical order pertains to the NGVD 29 superseded value.
 CQ2424
 CQ2424.The geoid height was determined by GEOID03.
 CQ2424
 CQ2424;                    North         East    Units  Estimated Accuracy
 CQ2424;SPC LA N     -   215,910.      937,130.      MT  (+/- 180 meters Scaled)
 CQ2424
 CQ2424                          SUPERSEDED SURVEY CONTROL
 CQ2424
 CQ2424  NGVD 29 (??/??/??)   63.344  (m)          207.82   (f) ADJUSTED    1 1
 CQ2424
 CQ2424.Superseded values are not recommended for survey control.
 CQ2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2424.See file dsdata.txt to determine how the superseded data were derived.
 CQ2424
 CQ2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR841898(NAD 83)
 CQ2424_MARKER: DB = BENCH MARK DISK
 CQ2424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2424_SP_SET: 25 FT 5/8 IN ROD
 CQ2424_STAMPING: Y 329 1977
 CQ2424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2424
 CQ2424  HISTORY     - Date     Condition        Report By
 CQ2424  HISTORY     - 1977     MONUMENTED       NGS
 CQ2424
 CQ2424                          STATION DESCRIPTION
 CQ2424
 CQ2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2424'9.8 MI SE FROM DUBBERLY.
 CQ2424'4.3 MILES SOUTH ALONG STATE HIGHWAY 531 FROM THE POSTOFFICE AT DUBB-
 CQ2424'ERLY, 1.0 FEET EAST ALONG PARISH ROAD 171, THENCE 0.4 MILE SOUTH
 CQ2424'ALONG PARISH ROAD 170, THENCE 0.4 MILE WEST AND SOUTH ALONG A DIRT
 CQ2424'ROAD, 347 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, ON THE TOP OF
 CQ2424'A HILL, 271 FEET SOUTH OF A BARBED WIRE FENCH, 113 FT WEST OF A BARBED
 CQ2424'WIRE FENCE, 70 FEET NORTH OF MOST WESTERLY ONE OF TWO WELLS CONTAINING
 CQ2424'TILTMETER EQUIPMENT, IN LINE WITH A POWERLINE POLE, 9 FEET NORTH OF A
 CQ2424'GUY WIRE, AND 7 FT SOUTH OF THE END POWERLINE POLE WITH A TRANSFORMER,
 CQ2424'A GUY WIRE, AND A METER AND SWITCH BOX. DRIVEN TO GRADUAL REFUSAL AT
 CQ2424'40 FEET.
 CQ2424'ENCASED IN A PIPE PROJECTING +0 INCHES.
 CQ2424'20 FEET ABOVE ROAD
 CQ2424'3 FEET BELOW WELL
 CQ2424'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2464 ***********************************************************************
 CQ2464  DESIGNATION -  Y 330
 CQ2464  PID         -  CQ2464
 CQ2464  STATE/COUNTY-  LA/BIENVILLE
 CQ2464  USGS QUAD   -  SALINE (1986)
 CQ2464
 CQ2464                         *CURRENT SURVEY CONTROL
 CQ2464  ___________________________________________________________________
 CQ2464* NAD 83(1986)-  32 14 38.     (N)    092 53 55.     (W)     SCALED    
 CQ2464* NAVD 88     -        63.33   (+/-2cm)     207.8    (feet)  VERTCON   
 CQ2464  ___________________________________________________________________
 CQ2464  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ2464
 CQ2464  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2464
 CQ2464.The horizontal coordinates were scaled from a topographic map and have
 CQ2464.an estimated accuracy of +/- 6 seconds.
 CQ2464
 CQ2464.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2464.The vertical order pertains to the NGVD 29 superseded value.
 CQ2464
 CQ2464.The geoid height was determined by GEOID03.
 CQ2464
 CQ2464;                    North         East    Units  Estimated Accuracy
 CQ2464;SPC LA N     -   193,420.      962,440.      MT  (+/- 180 meters Scaled)
 CQ2464
 CQ2464                          SUPERSEDED SURVEY CONTROL
 CQ2464
 CQ2464  NGVD 29 (??/??/??)   63.387  (m)          207.96   (f) ADJUSTED    1 1
 CQ2464
 CQ2464.Superseded values are not recommended for survey control.
 CQ2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2464.See file dsdata.txt to determine how the superseded data were derived.
 CQ2464
 CQ2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR095674(NAD 83)
 CQ2464_MARKER: DB = BENCH MARK DISK
 CQ2464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2464_SP_SET: 20 FEET
 CQ2464_STAMPING: Y 330 1977
 CQ2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2464
 CQ2464  HISTORY     - Date     Condition        Report By
 CQ2464  HISTORY     - 1977     MONUMENTED       NGS
 CQ2464
 CQ2464                          STATION DESCRIPTION
 CQ2464
 CQ2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2464'1.3 MI NW FROM FRIENDSHIP.
 CQ2464'0.5 MILE SOUTHWEST ALONG STATE HIGHWAYS 4 AND 155 FROM THE JUNCTION
 CQ2464'OF STATE HIGHWAY 501 AT FRIENDSHIP, THENCE 0.8 MILE NORTHWEST ALONG
 CQ2464'A PAVED AND DIRT ROAD, AT A SHARP CURVE AND A ROAD JUNCTION, 33
 CQ2464'FEET EAST OF THE CENTER OF THE ROAD LEADING NORTH, 43 FEET NORTH
 CQ2464'OF THE ROAD LEADING SOUTHEAST AND 11 FEET NORTH OF A 12 INCH BLAZED
 CQ2464'PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1836 ***********************************************************************
 BW1836  DESIGNATION -  Y 336
 BW1836  PID         -  BW1836
 BW1836  STATE/COUNTY-  LA/CONCORDIA
 BW1836  USGS QUAD   -  DEER PARK (1983)
 BW1836
 BW1836                         *CURRENT SURVEY CONTROL
 BW1836  ___________________________________________________________________
 BW1836* NAD 83(1986)-  31 29 11.     (N)    091 31 32.     (W)     SCALED    
 BW1836* NAVD 88     -        23.957  (meters)      78.60   (feet)  ADJUSTED  
 BW1836  ___________________________________________________________________
 BW1836  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BW1836  DYNAMIC HT  -          23.928 (meters)      78.50  (feet)  COMP
 BW1836  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BW1836
 BW1836  VERT ORDER  -  FIRST     CLASS II
 BW1836
 BW1836.The horizontal coordinates were scaled from a topographic map and have
 BW1836.an estimated accuracy of +/- 6 seconds.
 BW1836
 BW1836.The orthometric height was determined by differential leveling
 BW1836.and adjusted by the National Geodetic Survey in February 1994..
 BW1836
 BW1836.The geoid height was determined by GEOID03.
 BW1836
 BW1836.The dynamic height is computed by dividing the NAVD 88
 BW1836.geopotential number by the normal gravity value computed on the
 BW1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1836.degrees latitude (g = 980.6199 gals.).
 BW1836
 BW1836.The modeled gravity was interpolated from observed gravity values.
 BW1836
 BW1836;                    North         East    Units  Estimated Accuracy
 BW1836;SPC LA N     -   109,780.    1,092,580.      MT  (+/- 180 meters Scaled)
 BW1836
 BW1836                          SUPERSEDED SURVEY CONTROL
 BW1836
 BW1836  NAVD 88 (06/15/91)   23.977  (m)           78.66   (f) UNKNOWN     1 2
 BW1836  NGVD 29 (??/??/??)   23.949  (m)           78.57   (f) ADJUSTED    1 2
 BW1836
 BW1836.Superseded values are not recommended for survey control.
 BW1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1836.See file dsdata.txt to determine how the superseded data were derived.
 BW1836
 BW1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ400844(NAD 83)
 BW1836_MARKER: DB = BENCH MARK DISK
 BW1836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1836_SP_SET: STAINLESS STEEL ROD
 BW1836_STAMPING: Y 336 1979
 BW1836_PROJECTION: RECESSED 5 CENTIMETERS
 BW1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1836_ROD/PIPE-DEPTH: 7.62 meters
 BW1836
 BW1836  HISTORY     - Date     Condition        Report By
 BW1836  HISTORY     - 1979     MONUMENTED       NGS
 BW1836
 BW1836                          STATION DESCRIPTION
 BW1836
 BW1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1836'5.95 MI NE FROM DEER PARK.
 BW1836'5.95 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF THE
 BW1836'LEVEE ROAD AT DEER PARK, SET AT MILE POST 48, 42.5 FEET WEST OF
 BW1836'THE CENTER OF THE LEVEE ROAD, 22.8 FEET EAST OF THE CENTER LINE OF
 BW1836'HIGHWAY 15, 2 FEET EAST OF MILE POST 48.
 BW1836'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BW1836'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1887 ***********************************************************************
 BW1887  DESIGNATION -  Y 337
 BW1887  PID         -  BW1887
 BW1887  STATE/COUNTY-  LA/TENSAS
 BW1887  USGS QUAD   -  ST JOSEPH (1986)
 BW1887
 BW1887                         *CURRENT SURVEY CONTROL
 BW1887  ___________________________________________________________________
 BW1887* NAD 83(1986)-  31 58 55.     (N)    091 11 03.     (W)     SCALED    
 BW1887* NAVD 88     -        29.341  (meters)      96.26   (feet)  ADJUSTED  
 BW1887  ___________________________________________________________________
 BW1887  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW1887  DYNAMIC HT  -          29.307 (meters)      96.15  (feet)  COMP
 BW1887  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 BW1887
 BW1887  VERT ORDER  -  FIRST     CLASS II
 BW1887
 BW1887.The horizontal coordinates were scaled from a topographic map and have
 BW1887.an estimated accuracy of +/- 6 seconds.
 BW1887
 BW1887.The orthometric height was determined by differential leveling
 BW1887.and adjusted by the National Geodetic Survey in February 1994..
 BW1887
 BW1887.The geoid height was determined by GEOID03.
 BW1887
 BW1887.The dynamic height is computed by dividing the NAVD 88
 BW1887.geopotential number by the normal gravity value computed on the
 BW1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1887.degrees latitude (g = 980.6199 gals.).
 BW1887
 BW1887.The modeled gravity was interpolated from observed gravity values.
 BW1887
 BW1887;                    North         East    Units  Estimated Accuracy
 BW1887;SPC LA N     -   165,070.    1,124,350.      MT  (+/- 180 meters Scaled)
 BW1887
 BW1887                          SUPERSEDED SURVEY CONTROL
 BW1887
 BW1887  NAVD 88 (06/15/91)   29.350  (m)           96.29   (f) UNKNOWN     1 2
 BW1887  NGVD 29 (??/??/??)   29.358  (m)           96.32   (f) ADJUSTED    1 2
 BW1887
 BW1887.Superseded values are not recommended for survey control.
 BW1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1887.See file dsdata.txt to determine how the superseded data were derived.
 BW1887
 BW1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR715398(NAD 83)
 BW1887_MARKER: DB = BENCH MARK DISK
 BW1887_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1887_SP_SET: STAINLESS STEEL ROD
 BW1887_STAMPING: Y 337 1979
 BW1887_PROJECTION: RECESSED 5 CENTIMETERS
 BW1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1887_ROD/PIPE-DEPTH: 7.62 meters
 BW1887
 BW1887  HISTORY     - Date     Condition        Report By
 BW1887  HISTORY     - 1979     MONUMENTED       NGS
 BW1887
 BW1887                          STATION DESCRIPTION
 BW1887
 BW1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1887'5.8 MI NE FROM ST JOSEPH.
 BW1887'5.8 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE FROM
 BW1887'THE JUNCTION OF WASHINGTON STREET IN ST. JOSEPH TO THE MARK ON THE
 BW1887'LEFT, SET ON THE SOUTH SIDE OF LEVEE STATION MARKER 5700, 91 FEET
 BW1887'EAST AND UP THE LAND SIDE OF THE LEVEE FROM A 4-FOOT HIGH BARB WIRE
 BW1887'FENCE, 20.5 FEET WEST OF THE CENTER OF THE ROAD, AND 1 FOOT SOUTH
 BW1887'OF LEVEE STATION MARKER 5700.
 BW1887'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BW1887'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2315 ***********************************************************************
 CP2315  DESIGNATION -  Y 338
 CP2315  PID         -  CP2315
 CP2315  STATE/COUNTY-  LA/MADISON
 CP2315  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2315
 CP2315                         *CURRENT SURVEY CONTROL
 CP2315  ___________________________________________________________________
 CP2315* NAD 83(1986)-  32 18 47.     (N)    090 56 46.     (W)     SCALED    
 CP2315* NAVD 88     -        34.062  (meters)     111.75   (feet)  ADJUSTED  
 CP2315  ___________________________________________________________________
 CP2315  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP2315  DYNAMIC HT  -          34.023 (meters)     111.62  (feet)  COMP
 CP2315  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CP2315  OBS GRAVITY -     979,489.6   (mgal)                       GRAV_OBS
 CP2315
 CP2315  VERT ORDER  -  FIRST     CLASS II
 CP2315
 CP2315.The horizontal coordinates were scaled from a topographic map and have
 CP2315.an estimated accuracy of +/- 6 seconds.
 CP2315
 CP2315.The orthometric height was determined by differential leveling
 CP2315.and adjusted by the National Geodetic Survey in July 2002..
 CP2315
 CP2315.The geoid height was determined by GEOID03.
 CP2315
 CP2315.The dynamic height is computed by dividing the NAVD 88
 CP2315.geopotential number by the normal gravity value computed on the
 CP2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2315.degrees latitude (g = 980.6199 gals.).
 CP2315
 CP2315.The modeled gravity was interpolated from observed gravity values.
 CP2315.The observed gravity was obtained from relative gravimeter ties
 CP2315.to the IGSN71 gravity network.
 CP2315
 CP2315;                    North         East    Units  Estimated Accuracy
 CP2315;SPC LA N     -   202,070.    1,146,320.      MT  (+/- 180 meters Scaled)
 CP2315
 CP2315                          SUPERSEDED SURVEY CONTROL
 CP2315
 CP2315  NAVD 88 (02/14/94)   34.190  (m)          112.17   (f) UNKNOWN     1 2
 CP2315  NAVD 88 (06/15/91)   34.191  (m)          112.17   (f) UNKNOWN     1 2
 CP2315  NGVD 29 (??/??/??)   34.222  (m)          112.28   (f) ADJUSTED    1 2
 CP2315
 CP2315.Superseded values are not recommended for survey control.
 CP2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2315.See file dsdata.txt to determine how the superseded data were derived.
 CP2315
 CP2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR933769(NAD 83)
 CP2315_MARKER: DV = VERTICAL CONTROL DISK
 CP2315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2315_SP_SET: STAINLESS STEEL ROD
 CP2315_STAMPING: Y 338 1979
 CP2315_MARK LOGO: NGS   
 CP2315_PROJECTION: PROJECTING 2 CENTIMETERS
 CP2315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CP2315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2315+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1996
 CP2315_ROD/PIPE-DEPTH: 6.1  meters
 CP2315
 CP2315  HISTORY     - Date     Condition        Report By
 CP2315  HISTORY     - 1979     MONUMENTED       NGS
 CP2315  HISTORY     - 19960301 GOOD             NGS
 CP2315
 CP2315                          STATION DESCRIPTION
 CP2315
 CP2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2315'1.35 MI SW FROM DELTA.
 CP2315'1.35 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2315'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, SET ON THE NORTHWEST
 CP2315'SIDE OF A CATTLE GUARD UNDER A MAJOR METAL TOWER POWER LINE CROSSING
 CP2315'OVER THE LEVEE, 10 FEET NORTHWEST OF THE CENTER OF THE CATTLE GUARD
 CP2315'AND ROAD, 1.5 FEET WEST OF THE SOUTHEAST FENCE POST OF THE CATTLE
 CP2315'GUARD AND 1 FOOT SOUTHWEST OF THE 4-FOOT HIGH BARB WIRE FENCE.
 CP2315'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 CP2315'THE MARK IS 1 FT BELOW ROAD.
 CP2315
 CP2315                          STATION RECOVERY (1996)
 CP2315
 CP2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 CP2315'LOCATED 1.35 MI (2.17 KM) SOUTHWEST ALONG THE GRAVEL ROAD ATOP THE
 CP2315'LEVEE FROM THE INTERSTATE HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA,
 CP2315'LA.  SET JUST NORTHWEST OF A CATTLEGUARD DIRECTLY UNDER A HIGH TENSION
 CP2315'POWER TRANSMISSION LINE WHICH CROSSES OVER THE LEVEE IN THE SOUTHWEST
 CP2315'QUADRANT FORMED BETWEEN A BARBED WIRE FENCE AND THE LEVEE ROAD.  IT IS
 CP2315'10.0 FT (3.0 M) NORTHWEST OF THE CENTER OF THE CATTLEGUARD, 3.5 FT
 CP2315'(1.1 M) WEST OF THE WEST POST OF THE CATTLEGUARD, 0.5 FT (15.2 CM)
 CP2315'SOUTHWEST OF AN IRON BARBED WIRE FENCE POST WITH A WITNESS SIGN
 CP2315'ATTACHED AND ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE CATTLEGUARD AND
 CP2315'LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2404 ***********************************************************************
 BK2404  DESIGNATION -  Y 378
 BK2404  PID         -  BK2404
 BK2404  STATE/COUNTY-  LA/ST LANDRY
 BK2404  USGS QUAD   -  OPELOUSAS (1992)
 BK2404
 BK2404                         *CURRENT SURVEY CONTROL
 BK2404  ___________________________________________________________________
 BK2404* NAD 83(1986)-  30 32 08.     (N)    092 03 32.     (W)     SCALED    
 BK2404* NAVD 88     -        25.272  (meters)      82.91   (feet)  ADJUSTED  
 BK2404  ___________________________________________________________________
 BK2404  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK2404  DYNAMIC HT  -          25.239 (meters)      82.81  (feet)  COMP
 BK2404  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 BK2404
 BK2404  VERT ORDER  -  FIRST     CLASS II
 BK2404
 BK2404.The horizontal coordinates were scaled from a topographic map and have
 BK2404.an estimated accuracy of +/- 6 seconds.
 BK2404
 BK2404.The orthometric height was determined by differential leveling
 BK2404.and adjusted by the National Geodetic Survey in February 1994..
 BK2404
 BK2404.The geoid height was determined by GEOID03.
 BK2404
 BK2404.The dynamic height is computed by dividing the NAVD 88
 BK2404.geopotential number by the normal gravity value computed on the
 BK2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2404.degrees latitude (g = 980.6199 gals.).
 BK2404
 BK2404.The modeled gravity was interpolated from observed gravity values.
 BK2404
 BK2404;                    North         East    Units  Estimated Accuracy
 BK2404;SPC LA S     -   225,850.      930,380.      MT  (+/- 180 meters Scaled)
 BK2404
 BK2404                          SUPERSEDED SURVEY CONTROL
 BK2404
 BK2404.No superseded survey control is available for this station.
 BK2404
 BK2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP902785(NAD 83)
 BK2404_MARKER: DB = BENCH MARK DISK
 BK2404_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2404_SP_SET: BRIDGE ABUTMENT
 BK2404_STAMPING: Y 378 1986
 BK2404_MARK LOGO: NGS   
 BK2404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2404
 BK2404  HISTORY     - Date     Condition        Report By
 BK2404  HISTORY     - 1986     MONUMENTED       NGS
 BK2404
 BK2404                          STATION DESCRIPTION
 BK2404
 BK2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2404'2.2 KM (1.35 MI) EAST FROM OPELOUSAS.
 BK2404'2.2 KM (1.4 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE IN
 BK2404'OPELOUSAS TO THE MARK ON THE LEFT IN TOP OF THE NORTHWEST ABUTMENT OF
 BK2404'THE HIGHWAY BRIDGE OVER THE MISSOURI PACIFIC RAILROAD.  IT IS 5.49
 BK2404'METERS (18.0 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES
 BK2404'OF THE HIGHWAY AND 1.31 METERS (4.3 FT) SOUTHEAST OF THE NORTHWEST END
 BK2404'OF THE ABUTMENT.
 BK2404'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3218 ***********************************************************************
 DH3218  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3218  DESIGNATION -  Y 379
 DH3218  PID         -  DH3218
 DH3218  STATE/COUNTY-  LA/ASCENSION
 DH3218  USGS QUAD   -  CARVILLE (1992)
 DH3218
 DH3218                         *CURRENT SURVEY CONTROL
 DH3218  ___________________________________________________________________
 DH3218* NAD 83(1992)-  30 12 43.41539(N)    091 02 11.86930(W)     ADJUSTED  
 DH3218* NAVD 88     -         5.29 **(meters)      17.4  **(feet)  GPS OBS(2004.65)
 DH3218  **This station is located in a subsidence area (see below).
 DH3218  ___________________________________________________________________
 DH3218  X           -     -99,801.485 (meters)                     COMP
 DH3218  Y           -  -5,515,543.601 (meters)                     COMP
 DH3218  Z           -   3,190,699.359 (meters)                     COMP
 DH3218  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DH3218  ELLIP HEIGHT-         -21.60  (meters)          (05/09/05) GPS OBS
 DH3218  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DH3218
 DH3218  HORZ ORDER  -  B
 DH3218  ELLP ORDER  -  FOURTH    CLASS II
 DH3218
 DH3218.The horizontal coordinates were established by GPS observations
 DH3218.and adjusted by the National Geodetic Survey in May 2005..
 DH3218
 DH3218 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3218 ** and geoid heights are valid at the date of observation. These heights
 DH3218 ** must always be validated when used as control.
 DH3218 ** The orthometric height was determined by GPS observations using
 DH3218 ** precise GPS observation and processing techniques and a new
 DH3218 ** realization of GEOID03. It supersedes the leveled height previously
 DH3218 ** determined for this station.
 DH3218 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3218 ** epoch indicated which incorporates improved geoid heights for the
 DH3218 ** Southern Louisiana Subsidence area.
 DH3218 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3218.The orthometric height was determined by GPS observations and a
 DH3218.high-resolution geoid model using precise GPS observation and
 DH3218.processing techniques.
 DH3218
 DH3218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3218
 DH3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3218
 DH3218.The ellipsoidal height was determined by GPS observations
 DH3218.and is referenced to NAD 83.
 DH3218
 DH3218.The geoid height was determined by GEOID03.
 DH3218
 DH3218;                    North         East     Units Scale Factor Converg.
 DH3218;SPC LA S     -   189,809.431 1,028,564.745   MT  0.99993251   +0 08 54.1
 DH3218;SPC LA S     -   622,733.11  3,374,549.50   sFT  0.99993251   +0 08 54.1
 DH3218;UTM  15      - 3,343,913.379   688,976.947   MT  1.00004060   +0 59 17.8
 DH3218
 DH3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3218!SPC LA S     -   1.00000339  x   0.99993251  =   0.99993590
 DH3218!UTM  15      -   1.00000339  x   1.00004060  =   1.00004399
 DH3218
 DH3218                          SUPERSEDED SURVEY CONTROL
 DH3218
 DH3218.No superseded survey control is available for this station.
 DH3218
 DH3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8897743913(NAD 83)
 DH3218_MARKER: I = METAL ROD
 DH3218_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH3218+WITH SETTING: INFORMATION.
 DH3218_SP_SET: D
 DH3218_STAMPING: Y379 1986
 DH3218_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3218+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 DH3218
 DH3218  HISTORY     - Date     Condition        Report By
 DH3218  HISTORY     - UNK      MONUMENTED       NGS
 DH3218  HISTORY     - 20030203 GOOD             3001
 DH3218
 DH3218                          STATION DESCRIPTION
 DH3218
 DH3218'DESCRIBED BY 3001, INC 2003 (MH)
 DH3218'THE STATION IS LOCATED 2.2. MILES SOUTHEAST OF ST GABRIEL, 5.4 MILES
 DH3218'WEST OF JUNCTION OF  I-10 AND HWY 30.
 DH3218' 
 DH3218'OWNERSHIP- MOBILE OIL COMPANY
 DH3218' 
 DH3218'TO REACH THE STATION FROM THE INTERSECTION OF HWY 30 AND SR 73 GO
 DH3218'SOUTHWEST ON SR 73  FOR 1.5 MILES TO HWY 75 AT LEVEE, TURN RIGHT,
 DH3218'NORTHWEST ON HWY 75 AND PROCEED 1 MILE TO  ENTRANCE ROAD ON RIGHT FOR
 DH3218'MOBILE OIL COMPANY AND STAION UNDER A SET OF DOUBLE POLE  POWER LINE
 DH3218'CROSSING.  NORTHERN MOST POLE HAS  718.
 DH3218' 
 DH3218'THE STATION IS 210 FEET NORTHEAST OF THE CENTERLINE OF HWY 75, 145
 DH3218'FEET SOUTHEAST OF THE  CENTERLINE OF DRIVE LEADING TO MOBILE OIL, 10.8
 DH3218'FEET NORTHEAST OF THE SOUTHEAST POLE AND  10.2 FEET SOUTHEAST OF THE
 DH3218'NORTHEAST POLE.  STATION IS A ROD WITH ACCESS COVER, DRIVEN  TO 20.7
 DH3218'METERS, STAMPED Y 379.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0915 ***********************************************************************
 CQ0915  DESIGNATION -  Y 38
 CQ0915  PID         -  CQ0915
 CQ0915  STATE/COUNTY-  LA/BIENVILLE
 CQ0915  USGS QUAD   -  BRYCELAND (1986)
 CQ0915
 CQ0915                         *CURRENT SURVEY CONTROL
 CQ0915  ___________________________________________________________________
 CQ0915* NAD 83(1986)-  32 27 02.     (N)    092 59 03.     (W)     SCALED    
 CQ0915* NAVD 88     -        80.49   (+/-2cm)     264.1    (feet)  VERTCON   
 CQ0915  ___________________________________________________________________
 CQ0915  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CQ0915
 CQ0915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0915
 CQ0915.The horizontal coordinates were scaled from a topographic map and have
 CQ0915.an estimated accuracy of +/- 6 seconds.
 CQ0915
 CQ0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0915.The vertical order pertains to the NGVD 29 superseded value.
 CQ0915
 CQ0915.The geoid height was determined by GEOID03.
 CQ0915
 CQ0915;                    North         East    Units  Estimated Accuracy
 CQ0915;SPC LA N     -   216,370.      954,480.      MT  (+/- 180 meters Scaled)
 CQ0915
 CQ0915                          SUPERSEDED SURVEY CONTROL
 CQ0915
 CQ0915  NGVD 29 (??/??/??)   80.560  (m)          264.30   (f) ADJUSTED    2 0
 CQ0915
 CQ0915.Superseded values are not recommended for survey control.
 CQ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0915.See file dsdata.txt to determine how the superseded data were derived.
 CQ0915
 CQ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR014903(NAD 83)
 CQ0915_MARKER: DB = BENCH MARK DISK
 CQ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0915_STAMPING: Y 38 1934
 CQ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0915+STABILITY: SURFACE MOTION
 CQ0915
 CQ0915  HISTORY     - Date     Condition        Report By
 CQ0915  HISTORY     - 1934     MONUMENTED       CGS
 CQ0915  HISTORY     - 1943     GOOD             CGS
 CQ0915  HISTORY     - 1983     MARK NOT FOUND   USGS
 CQ0915
 CQ0915                          STATION DESCRIPTION
 CQ0915
 CQ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CQ0915'IN BRICE.
 CQ0915'AT BRICE, BIENVILLE PARISH, 148 FEET NORTH OF THE LOUISIANA AND NORTH
 CQ0915'WEST RAILROAD STATION, 130 YARDS SOUTH OF MILEPOST 70, AT A ROAD
 CQ0915'CROSSING, 82 FEET SOUTH OF THE ROAD, AND 24 FEET WEST OF THE
 CQ0915'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 38 1934 AND SET
 CQ0915'IN THE TOP OF A CONCRETE POST.
 CQ0915
 CQ0915                          STATION RECOVERY (1983)
 CQ0915
 CQ0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CQ0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2467 ***********************************************************************
 BK2467  DESIGNATION -  Y 380
 BK2467  PID         -  BK2467
 BK2467  STATE/COUNTY-  LA/BEAUREGARD
 BK2467  USGS QUAD   -  GORDON (1994)
 BK2467
 BK2467                         *CURRENT SURVEY CONTROL
 BK2467  ___________________________________________________________________
 BK2467* NAD 83(1986)-  30 28 48.     (N)    093 20 08.     (W)     SCALED    
 BK2467* NAVD 88     -        25.827  (meters)      84.73   (feet)  ADJUSTED  
 BK2467  ___________________________________________________________________
 BK2467  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2467  DYNAMIC HT  -          25.793 (meters)      84.62  (feet)  COMP
 BK2467  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BK2467
 BK2467  VERT ORDER  -  FIRST     CLASS II
 BK2467
 BK2467.The horizontal coordinates were scaled from a topographic map and have
 BK2467.an estimated accuracy of +/- 6 seconds.
 BK2467
 BK2467.The orthometric height was determined by differential leveling
 BK2467.and adjusted by the National Geodetic Survey in February 1994..
 BK2467
 BK2467.The geoid height was determined by GEOID03.
 BK2467
 BK2467.The dynamic height is computed by dividing the NAVD 88
 BK2467.geopotential number by the normal gravity value computed on the
 BK2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2467.degrees latitude (g = 980.6199 gals.).
 BK2467
 BK2467.The modeled gravity was interpolated from observed gravity values.
 BK2467
 BK2467;                    North         East    Units  Estimated Accuracy
 BK2467;SPC LA S     -   221,150.      807,770.      MT  (+/- 180 meters Scaled)
 BK2467
 BK2467                          SUPERSEDED SURVEY CONTROL
 BK2467
 BK2467.No superseded survey control is available for this station.
 BK2467
 BK2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP677720(NAD 83)
 BK2467_MARKER: I = METAL ROD
 BK2467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2467_SP_SET: STAINLESS STEEL ROD
 BK2467_STAMPING: Y 380 1986
 BK2467_MARK LOGO: NGS   
 BK2467_PROJECTION: FLUSH
 BK2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2467_ROD/PIPE-DEPTH: 6.1  meters
 BK2467
 BK2467  HISTORY     - Date     Condition        Report By
 BK2467  HISTORY     - 1986     MONUMENTED       NGS
 BK2467  HISTORY     - 20021102 MARK NOT FOUND   USPSQD
 BK2467  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2467
 BK2467                          STATION DESCRIPTION
 BK2467
 BK2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2467'10.5 KM (6.55 MI) SW FROM RAGLEY.
 BK2467'10.5 KM (6.55 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE U.S.
 BK2467'HIGHWAY 171 OVERPASS IN RAGLEY TO THE MARK ON THE RIGHT, IN FRONT OF
 BK2467'THE MCNEESE STATE UNIVERSITY FORESTRY CAMP AND NEAR A FIRE LOOKOUT
 BK2467'TOWER, ALSO 9.55 KM (5.95 MI) EAST ALONG STATE HIGHWAY 12 FROM THE
 BK2467'JUNCTION OF STATE HIGHWAY 27 IN DE QUINCY, 14.14 METERS (46.4 FT)
 BK2467'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.90 METERS (62.0
 BK2467'FT) NORTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING TO CAMP, 3.90
 BK2467'METERS (12.8 FT) SOUTH-SOUTHWEST OF AM IRON PIPE WITH SIGN (MCNEESE
 BK2467'STATE UNIVERSITY FORESTRY CAMP), 3.50 METERS (11.5 FT) SOUTH OF A
 BK2467'UTILITY POLE, 0.82 METER (2.7 FT) SOUTH-SOUTHEAST OF A HIGHWAY
 BK2467'RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 BK2467'5-INCH LOGO CAP.
 BK2467'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2467
 BK2467                          STATION RECOVERY (2002)
 BK2467
 BK2467'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2467'MARK NOT FOUND.
 BK2467
 BK2467                          STATION RECOVERY (2004)
 BK2467
 BK2467'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3714 ***********************************************************************
 BJ3714  DESIGNATION -  Y 382
 BJ3714  PID         -  BJ3714
 BJ3714  STATE/COUNTY-  LA/ST TAMMANY
 BJ3714  USGS QUAD   -  COVINGTON (1994)
 BJ3714
 BJ3714                         *CURRENT SURVEY CONTROL
 BJ3714  ___________________________________________________________________
 BJ3714* NAD 83(1986)-  30 25 18.     (N)    090 02 26.     (W)     SCALED    
 BJ3714* NAVD 88     -         8.579  (meters)      28.15   (feet)  ADJUSTED  
 BJ3714  ___________________________________________________________________
 BJ3714  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ3714  DYNAMIC HT  -           8.568 (meters)      28.11  (feet)  COMP
 BJ3714  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 BJ3714
 BJ3714  VERT ORDER  -  FIRST     CLASS II
 BJ3714
 BJ3714.The horizontal coordinates were scaled from a topographic map and have
 BJ3714.an estimated accuracy of +/- 6 seconds.
 BJ3714
 BJ3714.The orthometric height was determined by differential leveling
 BJ3714.and adjusted by the National Geodetic Survey in February 1994..
 BJ3714
 BJ3714.The geoid height was determined by GEOID03.
 BJ3714
 BJ3714.The dynamic height is computed by dividing the NAVD 88
 BJ3714.geopotential number by the normal gravity value computed on the
 BJ3714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3714.degrees latitude (g = 980.6199 gals.).
 BJ3714
 BJ3714.The modeled gravity was interpolated from observed gravity values.
 BJ3714
 BJ3714;                    North         East    Units  Estimated Accuracy
 BJ3714;SPC LA S     -   213,710.    1,124,200.      MT  (+/- 180 meters Scaled)
 BJ3714
 BJ3714                          SUPERSEDED SURVEY CONTROL
 BJ3714
 BJ3714.No superseded survey control is available for this station.
 BJ3714
 BJ3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP842692(NAD 83)
 BJ3714_MARKER: I = METAL ROD
 BJ3714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3714_SP_SET: STAINLESS STEEL ROD
 BJ3714_STAMPING: Y 382 1986
 BJ3714_MARK LOGO: NGS   
 BJ3714_PROJECTION: FLUSH
 BJ3714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3714_ROD/PIPE-DEPTH: 10.9 meters
 BJ3714
 BJ3714  HISTORY     - Date     Condition        Report By
 BJ3714  HISTORY     - 1986     MONUMENTED       NGS
 BJ3714
 BJ3714                          STATION DESCRIPTION
 BJ3714
 BJ3714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3714'6.8 KM (4.25 MI) NORTH FROM MANDEVILLE.
 BJ3714'6.8 KM (4.25 MILES) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BJ3714'U.S. HIGHWAY 190 IN MANDEVILLE TO THE MARK ON THE RIGHT.  IT IS 11.7
 BJ3714'METERS (38.5 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 59, 6.8
 BJ3714'METERS (22.5 FT) SOUTH OF THE CENTER OF STRAIN ROAD AND 0.91 METERS
 BJ3714'(3.0 FT) WEST OF A POWER POLE WITH A TRANSFORMER.  NOTE--ACCESS TO
 BJ3714'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3714'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 BJ3714'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0207 ***********************************************************************
 BX0207  DESIGNATION -  Y 41
 BX0207  PID         -  BX0207
 BX0207  STATE/COUNTY-  LA/LA SALLE
 BX0207  USGS QUAD   -  JENA WEST (1985)
 BX0207
 BX0207                         *CURRENT SURVEY CONTROL
 BX0207  ___________________________________________________________________
 BX0207* NAD 83(1986)-  31 42 00.     (N)    092 13 11.     (W)     SCALED    
 BX0207* NAVD 88     -        37.38   (+/-2cm)     122.6    (feet)  VERTCON   
 BX0207  ___________________________________________________________________
 BX0207  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BX0207
 BX0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0207
 BX0207.The horizontal coordinates were scaled from a topographic map and have
 BX0207.an estimated accuracy of +/- 6 seconds.
 BX0207
 BX0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0207.The vertical order pertains to the NGVD 29 superseded value.
 BX0207
 BX0207.The geoid height was determined by GEOID03.
 BX0207
 BX0207;                    North         East    Units  Estimated Accuracy
 BX0207;SPC LA N     -   133,080.    1,026,570.      MT  (+/- 180 meters Scaled)
 BX0207
 BX0207                          SUPERSEDED SURVEY CONTROL
 BX0207
 BX0207  NGVD 29 (??/??/??)   37.374  (m)          122.62   (f) ADJUSTED    2 0
 BX0207
 BX0207.Superseded values are not recommended for survey control.
 BX0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0207.See file dsdata.txt to determine how the superseded data were derived.
 BX0207
 BX0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR739074(NAD 83)
 BX0207_MARKER: DB = BENCH MARK DISK
 BX0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0207_STAMPING: Y 41 1935
 BX0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0207+STABILITY: SURFACE MOTION
 BX0207
 BX0207  HISTORY     - Date     Condition        Report By
 BX0207  HISTORY     - 1935     MONUMENTED       CGS
 BX0207  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX0207
 BX0207                          STATION DESCRIPTION
 BX0207
 BX0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0207'2.5 MI W FROM TROUT.
 BX0207'2.5 MI W OF AND ALONG THE L AND A R R 87 FEET S OF CENTER OF TRACK. 65
 BX0207'FEET E OF A GRAVEL ROAD AT CROSSING OPPOSITE GIFFORD HILL GRAVEL PIT.
 BX0207'0.5 MILE W OF MILEPOST 181.
 BX0207
 BX0207                          STATION RECOVERY (1957)
 BX0207
 BX0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1202 ***********************************************************************
 BK1202  DESIGNATION -  Y 42
 BK1202  PID         -  BK1202
 BK1202  STATE/COUNTY-  LA/VERNON
 BK1202  USGS QUAD   -  PITKIN (1972)
 BK1202
 BK1202                         *CURRENT SURVEY CONTROL
 BK1202  ___________________________________________________________________
 BK1202* NAD 83(1986)-  30 57 07.     (N)    092 58 45.     (W)     SCALED    
 BK1202* NAVD 88     -        52.59   (+/-2cm)     172.5    (feet)  VERTCON   
 BK1202  ___________________________________________________________________
 BK1202  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BK1202
 BK1202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1202
 BK1202.The horizontal coordinates were scaled from a topographic map and have
 BK1202.an estimated accuracy of +/- 6 seconds.
 BK1202
 BK1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1202.The vertical order pertains to the NGVD 29 superseded value.
 BK1202
 BK1202.The geoid height was determined by GEOID03.
 BK1202
 BK1202;                    North         East    Units  Estimated Accuracy
 BK1202;SPC LA N     -    50,210.      954,210.      MT  (+/- 180 meters Scaled)
 BK1202
 BK1202                          SUPERSEDED SURVEY CONTROL
 BK1202
 BK1202  NGVD 29 (??/??/??)   52.646  (m)          172.72   (f) ADJUSTED    2 0
 BK1202
 BK1202.Superseded values are not recommended for survey control.
 BK1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1202.See file dsdata.txt to determine how the superseded data were derived.
 BK1202
 BK1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ019242(NAD 83)
 BK1202_MARKER: DB = BENCH MARK DISK
 BK1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1202_STAMPING: Y 42 1935
 BK1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1202+STABILITY: SURFACE MOTION
 BK1202
 BK1202  HISTORY     - Date     Condition        Report By
 BK1202  HISTORY     - 1935     MONUMENTED       CGS
 BK1202  HISTORY     - 1961     GOOD             CGS
 BK1202  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1202  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1202
 BK1202                          STATION DESCRIPTION
 BK1202
 BK1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1202'3.35 MI NW FROM PITKIN.
 BK1202'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE GULF,
 BK1202'COLORADO AND SANTA FE RAILROAD STATION AT PITKIN, THENCE 0.15 MILE
 BK1202'SOUTH ALONG A PRIVATE DRIVEWAY TO A FARMHOUSE ON A HILL, THENCE 0.3
 BK1202'MILE SOUTH ALONG A FENCE LINE BETWEEN THE FARMHOUSE AND A BARN TO THE
 BK1202'GULF, COLORADO AND SANTA FE RAILROAD, IN SECTION 27, T 1 S, R 6 W, 52
 BK1202'YARDS SOUTHEAST OF A FENCE CORNER, 31 1/2 FEET NORTH OF THE NORTH
 BK1202'RAIL, 18 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 BK1202'TELEPHONE POLES, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 BK1202'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BK1202
 BK1202                          STATION RECOVERY (1994)
 BK1202
 BK1202'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1202'MARK NOT FOUND.
 BK1202
 BK1202                          STATION RECOVERY (2001)
 BK1202
 BK1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1202'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1038 ***********************************************************************
 CQ1038  DESIGNATION -  Y 47
 CQ1038  PID         -  CQ1038
 CQ1038  STATE/COUNTY-  LA/CLAIBORNE
 CQ1038  USGS QUAD   -  SUMMERFIELD (1986)
 CQ1038
 CQ1038                         *CURRENT SURVEY CONTROL
 CQ1038  ___________________________________________________________________
 CQ1038* NAD 83(1986)-  32 55 53.     (N)    092 52 09.     (W)     SCALED    
 CQ1038* NAVD 88     -        64.418  (meters)     211.34   (feet)  ADJUSTED  
 CQ1038  ___________________________________________________________________
 CQ1038  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ1038  DYNAMIC HT  -          64.347 (meters)     211.11  (feet)  COMP
 CQ1038  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 CQ1038
 CQ1038  VERT ORDER  -  SECOND    CLASS 0
 CQ1038
 CQ1038.The horizontal coordinates were scaled from a topographic map and have
 CQ1038.an estimated accuracy of +/- 6 seconds.
 CQ1038
 CQ1038.The orthometric height was determined by differential leveling
 CQ1038.and adjusted by the National Geodetic Survey in June 1991..
 CQ1038
 CQ1038.The geoid height was determined by GEOID03.
 CQ1038
 CQ1038.The dynamic height is computed by dividing the NAVD 88
 CQ1038.geopotential number by the normal gravity value computed on the
 CQ1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1038.degrees latitude (g = 980.6199 gals.).
 CQ1038
 CQ1038.The modeled gravity was interpolated from observed gravity values.
 CQ1038
 CQ1038;                    North         East    Units  Estimated Accuracy
 CQ1038;SPC LA N     -   269,660.      965,470.      MT  (+/- 180 meters Scaled)
 CQ1038
 CQ1038                          SUPERSEDED SURVEY CONTROL
 CQ1038
 CQ1038  NGVD 29 (??/??/??)   64.508  (m)          211.64   (f) ADJUSTED    2 0
 CQ1038
 CQ1038.Superseded values are not recommended for survey control.
 CQ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1038.See file dsdata.txt to determine how the superseded data were derived.
 CQ1038
 CQ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS122436(NAD 83)
 CQ1038_MARKER: DB = BENCH MARK DISK
 CQ1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1038_STAMPING: Y 47 1934
 CQ1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1038+STABILITY: SURFACE MOTION
 CQ1038
 CQ1038  HISTORY     - Date     Condition        Report By
 CQ1038  HISTORY     - 1934     MONUMENTED       CGS
 CQ1038  HISTORY     - 1967     MARK NOT FOUND   USGS
 CQ1038
 CQ1038                          STATION DESCRIPTION
 CQ1038
 CQ1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1038'2.6 MI NW FROM SUMMERFIELD.
 CQ1038'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM SUMMERFIELD, CLAIBORNE
 CQ1038'PARISH, AT A CROSSROAD, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CQ1038'HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST
 CQ1038'OF THE RIGHT-OF-WAY FENCE CORNER, AND INSIDE OF THE FENCE. A STANDARD
 CQ1038'DISK, STAMPED Y 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1038
 CQ1038                          STATION RECOVERY (1967)
 CQ1038
 CQ1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CQ1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0943 ***********************************************************************
 CQ0943  DESIGNATION -  Y 48
 CQ0943  PID         -  CQ0943
 CQ0943  STATE/COUNTY-  LA/WINN
 CQ0943  USGS QUAD   -  DODSON (1985)
 CQ0943
 CQ0943                         *CURRENT SURVEY CONTROL
 CQ0943  ___________________________________________________________________
 CQ0943* NAD 83(1986)-  32 06 04.     (N)    092 40 40.     (W)     SCALED    
 CQ0943* NAVD 88     -        44.63   (+/-2cm)     146.4    (feet)  VERTCON   
 CQ0943  ___________________________________________________________________
 CQ0943  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ0943
 CQ0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0943
 CQ0943.The horizontal coordinates were scaled from a topographic map and have
 CQ0943.an estimated accuracy of +/- 6 seconds.
 CQ0943
 CQ0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0943.The vertical order pertains to the NGVD 29 superseded value.
 CQ0943
 CQ0943.The geoid height was determined by GEOID03.
 CQ0943
 CQ0943;                    North         East    Units  Estimated Accuracy
 CQ0943;SPC LA N     -   177,540.      983,220.      MT  (+/- 180 meters Scaled)
 CQ0943
 CQ0943                          SUPERSEDED SURVEY CONTROL
 CQ0943
 CQ0943  NGVD 29 (??/??/??)   44.667  (m)          146.54   (f) ADJUSTED    2 0
 CQ0943
 CQ0943.Superseded values are not recommended for survey control.
 CQ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0943.See file dsdata.txt to determine how the superseded data were derived.
 CQ0943
 CQ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR304516(NAD 83)
 CQ0943_MARKER: DB = BENCH MARK DISK
 CQ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0943_STAMPING: Y 48 1934
 CQ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0943+STABILITY: SURFACE MOTION
 CQ0943
 CQ0943  HISTORY     - Date     Condition        Report By
 CQ0943  HISTORY     - 1934     MONUMENTED       CGS
 CQ0943  HISTORY     - 1935     GOOD             CGS
 CQ0943  HISTORY     - 1943     GOOD             CGS
 CQ0943  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0943
 CQ0943                          STATION DESCRIPTION
 CQ0943
 CQ0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0943'2.0 MI N FROM DODSON.
 CQ0943'2.0 MILES NORTH OF AND ALONG THE C. R.I. AND P. R.R. 120 YARDS S.E. OF
 CQ0943'MILE POLE 186/15.  AND 30 FEET N.E. OF CENTER OF THE TRACK.
 CQ0943
 CQ0943                          STATION RECOVERY (1943)
 CQ0943
 CQ0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CQ0943'RECOVERED IN GOOD CONDITION.
 CQ0943
 CQ0943                          STATION RECOVERY (1982)
 CQ0943
 CQ0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0559 ***********************************************************************
 CQ0559  DESIGNATION -  Y 49
 CQ0559  PID         -  CQ0559
 CQ0559  STATE/COUNTY-  LA/JACKSON
 CQ0559  USGS QUAD   -  WOMACK (1989)
 CQ0559
 CQ0559                         *CURRENT SURVEY CONTROL
 CQ0559  ___________________________________________________________________
 CQ0559* NAD 83(1986)-  32 10 19.     (N)    092 29 06.     (W)     SCALED    
 CQ0559* NAVD 88     -        72.45   (+/-2cm)     237.7    (feet)  VERTCON   
 CQ0559  ___________________________________________________________________
 CQ0559  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CQ0559
 CQ0559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0559
 CQ0559.The horizontal coordinates were scaled from a topographic map and have
 CQ0559.an estimated accuracy of +/- 6 seconds.
 CQ0559
 CQ0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0559.The vertical order pertains to the NGVD 29 superseded value.
 CQ0559
 CQ0559.The geoid height was determined by GEOID03.
 CQ0559
 CQ0559;                    North         East    Units  Estimated Accuracy
 CQ0559;SPC LA N     -   185,380.    1,001,420.      MT  (+/- 180 meters Scaled)
 CQ0559
 CQ0559                          SUPERSEDED SURVEY CONTROL
 CQ0559
 CQ0559  NGVD 29 (??/??/??)   72.482  (m)          237.80   (f) ADJUSTED    2 0
 CQ0559
 CQ0559.Superseded values are not recommended for survey control.
 CQ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0559.See file dsdata.txt to determine how the superseded data were derived.
 CQ0559
 CQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR485596(NAD 83)
 CQ0559_MARKER: DB = BENCH MARK DISK
 CQ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0559_STAMPING: Y 49 1935
 CQ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0559+STABILITY: SURFACE MOTION
 CQ0559
 CQ0559  HISTORY     - Date     Condition        Report By
 CQ0559  HISTORY     - 1935     MONUMENTED       CGS
 CQ0559  HISTORY     - 19860509 MARK NOT FOUND   USPSQD
 CQ0559
 CQ0559                          STATION DESCRIPTION
 CQ0559
 CQ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0559'6.4 MI N FROM SIKES.
 CQ0559'IN JACKSON PARISH, 6.4 MILES NORTH ALONG THE TREMONT AND GULF RAILWAY
 CQ0559'FROM SIKES, WINN PARISH, ABOUT 360 YARDS NORTHEAST OF MILEPOST 27, AT
 CQ0559'A ROAD CROSSING, 46 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND
 CQ0559'20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 CQ0559'STAMPED Y 49 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CQ0559
 CQ0559                          STATION RECOVERY (1986)
 CQ0559
 CQ0559'RECOVERY NOTE BY US POWER SQUADRON 1986 (UEB)
 CQ0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1229 ***********************************************************************
 BK1229  DESIGNATION -  Y 50
 BK1229  PID         -  BK1229
 BK1229  STATE/COUNTY-  LA/ALLEN
 BK1229  USGS QUAD   -  LE BLANC (1994)
 BK1229
 BK1229                         *CURRENT SURVEY CONTROL
 BK1229  ___________________________________________________________________
 BK1229* NAD 83(1986)-  30 30 14.     (N)    092 55 36.     (W)     SCALED    
 BK1229* NAVD 88     -        11.77   (+/-2cm)      38.6    (feet)  VERTCON   
 BK1229  ___________________________________________________________________
 BK1229  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK1229
 BK1229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1229
 BK1229.The horizontal coordinates were scaled from a topographic map and have
 BK1229.an estimated accuracy of +/- 6 seconds.
 BK1229
 BK1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1229.The vertical order pertains to the NGVD 29 superseded value.
 BK1229
 BK1229.The geoid height was determined by GEOID03.
 BK1229
 BK1229;                    North         East    Units  Estimated Accuracy
 BK1229;SPC LA S     -   223,190.      847,060.      MT  (+/- 180 meters Scaled)
 BK1229
 BK1229                          SUPERSEDED SURVEY CONTROL
 BK1229
 BK1229  NGVD 29 (??/??/??)   11.736  (m)           38.50   (f) ADJUSTED    2 0
 BK1229
 BK1229.Superseded values are not recommended for survey control.
 BK1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1229.See file dsdata.txt to determine how the superseded data were derived.
 BK1229
 BK1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP070746(NAD 83)
 BK1229_MARKER: DB = BENCH MARK DISK
 BK1229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1229_SP_SET: FOOTING
 BK1229_STAMPING: Y 50 1935
 BK1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1229
 BK1229  HISTORY     - Date     Condition        Report By
 BK1229  HISTORY     - 1935     MONUMENTED       CGS
 BK1229  HISTORY     - 20040630 MARK NOT FOUND   USPSQD
 BK1229
 BK1229                          STATION DESCRIPTION
 BK1229
 BK1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1229'4.9 MI W FROM KINDER.
 BK1229'4.9 MI W OF AND ALONG THE M P R R 0.4 MILE W OF MILEPOST 540.  SET IN
 BK1229'HORIZONTALLY IN SE CORNER OF CONCRETE FOOTING OF RAILWAY SIGNAL TOWER
 BK1229'542.1.
 BK1229
 BK1229                          STATION RECOVERY (2004)
 BK1229
 BK1229'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0987 ***********************************************************************
 CQ0987  DESIGNATION -  Y 57
 CQ0987  PID         -  CQ0987
 CQ0987  STATE/COUNTY-  LA/LINCOLN
 CQ0987  USGS QUAD   -  RUSTON WEST (1994)
 CQ0987
 CQ0987                         *CURRENT SURVEY CONTROL
 CQ0987  ___________________________________________________________________
 CQ0987* NAD 83(1986)-  32 31 39.     (N)    092 42 50.     (W)     SCALED    
 CQ0987* NAVD 88     -        92.849  (meters)     304.62   (feet)  ADJUSTED  
 CQ0987  ___________________________________________________________________
 CQ0987  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0987  DYNAMIC HT  -          92.745 (meters)     304.28  (feet)  COMP
 CQ0987  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 CQ0987
 CQ0987  VERT ORDER  -  SECOND    CLASS 0
 CQ0987
 CQ0987.The horizontal coordinates were scaled from a topographic map and have
 CQ0987.an estimated accuracy of +/- 6 seconds.
 CQ0987
 CQ0987.The orthometric height was determined by differential leveling
 CQ0987.and adjusted by the National Geodetic Survey in June 1991..
 CQ0987
 CQ0987.The geoid height was determined by GEOID03.
 CQ0987
 CQ0987.The dynamic height is computed by dividing the NAVD 88
 CQ0987.geopotential number by the normal gravity value computed on the
 CQ0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0987.degrees latitude (g = 980.6199 gals.).
 CQ0987
 CQ0987.The modeled gravity was interpolated from observed gravity values.
 CQ0987
 CQ0987;                    North         East    Units  Estimated Accuracy
 CQ0987;SPC LA N     -   224,820.      979,910.      MT  (+/- 180 meters Scaled)
 CQ0987
 CQ0987                          SUPERSEDED SURVEY CONTROL
 CQ0987
 CQ0987  NGVD 29 (??/??/??)   92.924  (m)          304.87   (f) ADJUSTED    2 0
 CQ0987
 CQ0987.Superseded values are not recommended for survey control.
 CQ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0987.See file dsdata.txt to determine how the superseded data were derived.
 CQ0987
 CQ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR268989(NAD 83)
 CQ0987_MARKER: DB = BENCH MARK DISK
 CQ0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0987_STAMPING: Y 57 1934
 CQ0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0987+STABILITY: SURFACE MOTION
 CQ0987
 CQ0987  HISTORY     - Date     Condition        Report By
 CQ0987  HISTORY     - 1934     MONUMENTED       CGS
 CQ0987  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0987
 CQ0987                          STATION DESCRIPTION
 CQ0987
 CQ0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0987'4.3 MI W FROM RUSTON.
 CQ0987'4.3 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CQ0987'RUSTON, LINCOLN PARISH, JUST EAST OF THE STATION AT GRAMBLING, AT A
 CQ0987'ROAD CROSSING, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 68
 CQ0987'FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 CQ0987'Y 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0110 ***********************************************************************
 BX0110  DESIGNATION -  Y 58
 BX0110  PID         -  BX0110
 BX0110  STATE/COUNTY-  LA/CALDWELL
 BX0110  USGS QUAD   -  OLLA EAST (1984)
 BX0110
 BX0110                         *CURRENT SURVEY CONTROL
 BX0110  ___________________________________________________________________
 BX0110* NAD 83(1986)-  31 56 51.     (N)    092 11 00.     (W)     SCALED    
 BX0110* NAVD 88     -        55.26   (+/-2cm)     181.3    (feet)  VERTCON   
 BX0110  ___________________________________________________________________
 BX0110  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0110
 BX0110  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0110
 BX0110.The horizontal coordinates were scaled from a topographic map and have
 BX0110.an estimated accuracy of +/- 6 seconds.
 BX0110
 BX0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0110.The vertical order pertains to the NGVD 29 superseded value.
 BX0110
 BX0110.The geoid height was determined by GEOID03.
 BX0110
 BX0110;                    North         East    Units  Estimated Accuracy
 BX0110;SPC LA N     -   160,540.    1,029,940.      MT  (+/- 180 meters Scaled)
 BX0110
 BX0110                          SUPERSEDED SURVEY CONTROL
 BX0110
 BX0110  NGVD 29 (??/??/??)   55.268  (m)          181.33   (f) ADJUSTED    1 2
 BX0110
 BX0110.Superseded values are not recommended for survey control.
 BX0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0110.See file dsdata.txt to determine how the superseded data were derived.
 BX0110
 BX0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR771349(NAD 83)
 BX0110_MARKER: DB = BENCH MARK DISK
 BX0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0110_STAMPING: Y 58 1935
 BX0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0110+STABILITY: SURFACE MOTION
 BX0110
 BX0110  HISTORY     - Date     Condition        Report By
 BX0110  HISTORY     - 1935     MONUMENTED       CGS
 BX0110  HISTORY     - 1965     GOOD             CGS
 BX0110  HISTORY     - 1979     GOOD             NGS
 BX0110
 BX0110                          STATION DESCRIPTION
 BX0110
 BX0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0110'2.25 MI S FROM KELLY.
 BX0110'ABOUT 2.25 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0110'POST OFFICE AT KELLY, IN SECTION 8, T 11 N, R 3 E, 62 FEET SOUTHWEST
 BX0110'OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD, ABOUT 70 YARDS WEST
 BX0110'OF BENCH MARK A 125 1950, 211 FEET WEST OF THE CENTER LINE OF U.S.
 BX0110'HIGHWAY 165, 50 1/2 FEET WEST OF THE WEST RAIL, 37 FEET SOUTH OF THE
 BX0110'CENTER LINE OF THE GRAVELED ROAD, 29 FEET SOUTH OF THE SOUTH END OF A
 BX0110'CATTLE GUARD, 23 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 4 FEET
 BX0110'SOUTHEAST OF A FENCE CORNER, 1.5 FEET WEST OF A WOODEN WITNESS POST,
 BX0110'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 BX0110'PROJECTING 2 INCHES.
 BX0110
 BX0110                          STATION RECOVERY (1979)
 BX0110
 BX0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0027 ***********************************************************************
 BK0027  DESIGNATION -  Y 59
 BK0027  PID         -  BK0027
 BK0027  STATE/COUNTY-  LA/EVANGELINE
 BK0027  USGS QUAD   -  VILLE PLATTE (1983)
 BK0027
 BK0027                         *CURRENT SURVEY CONTROL
 BK0027  ___________________________________________________________________
 BK0027* NAD 83(1986)-  30 43 04.     (N)    092 15 35.     (W)     SCALED    
 BK0027* NAVD 88     -        22.49   (+/-2cm)      73.8    (feet)  VERTCON   
 BK0027  ___________________________________________________________________
 BK0027  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0027
 BK0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0027
 BK0027.The horizontal coordinates were scaled from a topographic map and have
 BK0027.an estimated accuracy of +/- 6 seconds.
 BK0027
 BK0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0027.The vertical order pertains to the NGVD 29 superseded value.
 BK0027
 BK0027.The geoid height was determined by GEOID03.
 BK0027
 BK0027;                    North         East    Units  Estimated Accuracy
 BK0027;SPC LA S     -   246,190.      911,270.      MT  (+/- 180 meters Scaled)
 BK0027
 BK0027                          SUPERSEDED SURVEY CONTROL
 BK0027
 BK0027  NGVD 29 (??/??/??)   22.461  (m)           73.69   (f) ADJUSTED    2 0
 BK0027
 BK0027.Superseded values are not recommended for survey control.
 BK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0027.See file dsdata.txt to determine how the superseded data were derived.
 BK0027
 BK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP708985(NAD 83)
 BK0027_MARKER: DB = BENCH MARK DISK
 BK0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0027_STAMPING: Y 59 1935
 BK0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0027+STABILITY: SURFACE MOTION
 BK0027
 BK0027  HISTORY     - Date     Condition        Report By
 BK0027  HISTORY     - 1935     MONUMENTED       CGS
 BK0027  HISTORY     - 1961     MARK NOT FOUND   CGS
 BK0027  HISTORY     - 1980     MARK NOT FOUND   USGS
 BK0027
 BK0027                          STATION DESCRIPTION
 BK0027
 BK0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0027'2.5 MI N FROM VILLE PLATTE.
 BK0027'2.5 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM VILLE PLATTE,
 BK0027'EVANGELINE PARISH, 280 YARDS NORTH OF MILEPOST 18, AT A ROAD CROSSING,
 BK0027'40 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 58 FEET EAST OF THE
 BK0027'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 59 1935 AND SET
 BK0027'IN THE TOP OF A CONCRETE POST.
 BK0027
 BK0027                          STATION RECOVERY (1980)
 BK0027
 BK0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BK0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0046 ***********************************************************************
 BK0046  DESIGNATION -  Y 68
 BK0046  PID         -  BK0046
 BK0046  STATE/COUNTY-  LA/AVOYELLES
 BK0046  USGS QUAD   -  BUNKIE (1992)
 BK0046
 BK0046                         *CURRENT SURVEY CONTROL
 BK0046  ___________________________________________________________________
 BK0046* NAD 83(1986)-  30 56 43.     (N)    092 10 35.     (W)     SCALED    
 BK0046* NAVD 88     -        19.59   (+/-2cm)      64.3    (feet)  VERTCON   
 BK0046  ___________________________________________________________________
 BK0046  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BK0046
 BK0046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0046
 BK0046.The horizontal coordinates were scaled from a topographic map and have
 BK0046.an estimated accuracy of +/- 6 seconds.
 BK0046
 BK0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0046.The vertical order pertains to the NGVD 29 superseded value.
 BK0046
 BK0046.The geoid height was determined by GEOID03.
 BK0046
 BK0046;                    North         East    Units  Estimated Accuracy
 BK0046;SPC LA N     -    49,420.    1,030,930.      MT  (+/- 180 meters Scaled)
 BK0046
 BK0046                          SUPERSEDED SURVEY CONTROL
 BK0046
 BK0046  NGVD 29 (??/??/??)   19.564  (m)           64.19   (f) ADJUSTED    2 0
 BK0046
 BK0046.Superseded values are not recommended for survey control.
 BK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0046.See file dsdata.txt to determine how the superseded data were derived.
 BK0046
 BK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ786238(NAD 83)
 BK0046_MARKER: DB = BENCH MARK DISK
 BK0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0046_STAMPING: Y 68 1935
 BK0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0046+STABILITY: SURFACE MOTION
 BK0046
 BK0046  HISTORY     - Date     Condition        Report By
 BK0046  HISTORY     - 1935     MONUMENTED       CGS
 BK0046  HISTORY     - 1960     MARK NOT FOUND   CGS
 BK0046
 BK0046                          STATION DESCRIPTION
 BK0046
 BK0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BK0046'0.85 MI SE FROM BUNKIE.
 BK0046'LOCATED 0.85 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BK0046'THE STATION AT BUNKIE, AVOYELLES PARISH, ABOUT 440 YARDS NORTH OF
 BK0046'MILEPOST 162, ABOUT 15 YARDS NORTHEAST OF THE CROSSING OF THE EUNICE
 BK0046'BRANCH OF THE TEXAS AND PACIFIC RAILROAD, AND U.S. HIGHWAY 71 AND WEST
 BK0046'OF THE CENTERLINE OF THE MAIN-LINE TRACK.  IT IS A STANDARD DISK,
 BK0046'STAMPED Y 68 1935, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE AREA
 BK0046'HAS BEEN GRADED AND FILLED AND USED AS A PARKING LOT FOR THE MILL
 BK0046'ACROSS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1240 ***********************************************************************
 BJ1240  DESIGNATION -  Y 80
 BJ1240  PID         -  BJ1240
 BJ1240  STATE/COUNTY-  LA/WASHINGTON
 BJ1240  USGS QUAD   -  CLIFTON (1983)
 BJ1240
 BJ1240                         *CURRENT SURVEY CONTROL
 BJ1240  ___________________________________________________________________
 BJ1240* NAD 83(1986)-  30 55 30.     (N)    090 10 46.     (W)     SCALED    
 BJ1240* NAVD 88     -        59.745  (meters)     196.01   (feet)  ADJUSTED  
 BJ1240  ___________________________________________________________________
 BJ1240  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ1240  DYNAMIC HT  -          59.668 (meters)     195.76  (feet)  COMP
 BJ1240  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ1240
 BJ1240  VERT ORDER  -  SECOND    CLASS 0
 BJ1240
 BJ1240.The horizontal coordinates were scaled from a topographic map and have
 BJ1240.an estimated accuracy of +/- 6 seconds.
 BJ1240
 BJ1240.The orthometric height was determined by differential leveling
 BJ1240.and adjusted by the National Geodetic Survey in February 1994..
 BJ1240
 BJ1240.The geoid height was determined by GEOID03.
 BJ1240
 BJ1240.The dynamic height is computed by dividing the NAVD 88
 BJ1240.geopotential number by the normal gravity value computed on the
 BJ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1240.degrees latitude (g = 980.6199 gals.).
 BJ1240
 BJ1240.The modeled gravity was interpolated from observed gravity values.
 BJ1240
 BJ1240;                    North         East    Units  Estimated Accuracy
 BJ1240;SPC LA S     -   269,360.    1,110,290.      MT  (+/- 180 meters Scaled)
 BJ1240
 BJ1240                          SUPERSEDED SURVEY CONTROL
 BJ1240
 BJ1240  NGVD 29 (??/??/??)   59.839  (m)          196.32   (f) ADJUSTED    2 0
 BJ1240
 BJ1240.Superseded values are not recommended for survey control.
 BJ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1240.See file dsdata.txt to determine how the superseded data were derived.
 BJ1240
 BJ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ695247(NAD 83)
 BJ1240_MARKER: DB = BENCH MARK DISK
 BJ1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1240_SP_SET: CONCRETE POST
 BJ1240_STAMPING: 196 Y 80 1935
 BJ1240_MARK LOGO: CGS   
 BJ1240_PROJECTION: FLUSH
 BJ1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1240+STABILITY: SURFACE MOTION
 BJ1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1240+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ1240
 BJ1240  HISTORY     - Date     Condition        Report By
 BJ1240  HISTORY     - 1935     MONUMENTED       CGS
 BJ1240  HISTORY     - 1955     GOOD             CGS
 BJ1240  HISTORY     - 1982     GOOD             LADTD
 BJ1240  HISTORY     - 1985     GOOD             LADTD
 BJ1240  HISTORY     - 19890524 GOOD             LADTD
 BJ1240  HISTORY     - 20031110 GOOD             LADTD
 BJ1240
 BJ1240                          STATION DESCRIPTION
 BJ1240
 BJ1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BJ1240'IN CLIFTON.
 BJ1240'AT CLIFTON, WASHINGTON PARISH, ON THE GULF, MOBILE AND OHIO RAILROAD,
 BJ1240'28 FEET SOUTH OF THE SOUTHWEST CORNER OF THE ABANDONED STATION, AT THE
 BJ1240'CROSSING OF AN EAST-AND-WEST ROAD, 96 FEET NORTH OF THE CENTERLINE OF
 BJ1240'THE ROAD, 19 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 6 FEET
 BJ1240'SOUTHEAST OF A TELEGRAPH POLE, AND LEVEL WITH THE TRACK. A STANDARD
 BJ1240'DISK, STAMPED 196 Y 80 1935 AND SET IN THE TOP OF A CONCRETE POST
 BJ1240'PROJECTING 4 INCHES ABOVE GROUND.
 BJ1240
 BJ1240                          STATION RECOVERY (1982)
 BJ1240
 BJ1240'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BJ1240'THE MARK IS 0.30 M BELOW LA 38.
 BJ1240'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 BJ1240'INTERSECTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 38 AT CLIFTON, GO
 BJ1240'EAST ON STATE HIGHWAY 38 FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 BJ1240'LEFT, ON THE PROPERTY OF SHERMAN THOMAS, 31.1 METERS (102 FT) NORTH OF
 BJ1240'THE CENTER OF STATE HIGHWAY 38, 31.7 METERS (104 FT) NORTHEAST OF A
 BJ1240'TELEPHONE POLE, 29.9 METERS (98 FT) WEST-NORTHWEST OF THE CORNER OF A
 BJ1240'CHAIN LINK FENCE, 28.2 METERS (92.5 FT) WEST-SOUTHWEST OF A POWER
 BJ1240'POLE.
 BJ1240'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ1240
 BJ1240                          STATION RECOVERY (1985)
 BJ1240
 BJ1240'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ1240'THE MARK IS ABOVE LEVEL WITH HIGHWAY 38.
 BJ1240'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS.  ABOUT 0.2 KM
 BJ1240'(0.3 MI) SOUTH ON STATE HIGHWAY 438 FROM THE POST OFFICE IN MT HERMAN
 BJ1240'TO THE JUNCTION OF STATE HIGHWAYS 438 AND 38, THENCE EAST (LEFT) ON
 BJ1240'HIGHWAY 38 FOR 13.5 KM (8.4 MI) TO THE INTERSECTION OF STATE HIGHWAYS
 BJ1240'38 AND 25 THENCE .3 KM (0.2 MI) EAST ON HIGHWAY 38 TO THE MARK ON THE
 BJ1240'LEFT, 32.3 METERS (106 FT) NORTHEAST OF A POWER POLE WITH GUIDE WIRE,
 BJ1240'31.4 METERS (103 FT) NORTH OF HIGHWAY 38, 29.9 METERS (98 FT) WEST
 BJ1240'NORTHWEST OF A FENCE CORNEROF CHAINLINK FENCE 28.3 METERS (93 FT) WEST
 BJ1240'SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 12.8 METERS (42 FT) WEST
 BJ1240'OF A 12 INCH PINE TREE.
 BJ1240'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BJ1240
 BJ1240                          STATION RECOVERY (1989)
 BJ1240
 BJ1240'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 BJ1240'THE STATION IS LOCATED IN CLIFTON.  OWNERSHIP--MR. SHERMON L. THOMAS,
 BJ1240'RT 6 BOX 131, FRANKLINTON LA 70438.
 BJ1240'TO REACH THE STATION FROM THE POST OFFICE IN MT HERMON GO SOUTH FOR
 BJ1240'0.2 KM (0.10 MI) ON STATE HIGHWAY 438 TO THE JUNCTION OF STATE HIGHWAY
 BJ1240'38.  TURN LEFT AND GO EAST FOR 13.5 KM (8.40 MI) ON HIGHWAY 38 TO THE
 BJ1240'JUNCTION OF STATE HIGHWAY 25.  CONTINUE EAST FOR 0.3 KM (0.20 MI) ON
 BJ1240'HIGHWAY 38 TO THE STATION ON THE LEFT.
 BJ1240'THE STATION IS 32.3 M (106.0 FT) NORTHEAST FROM A POWER POLE WITH GUID
 BJ1240'WIRE, 31.4 M (103.0 FT) NORTH FROM THE HIGHWAY, 29.9 M (98.1 FT)
 BJ1240'WEST-NORTHWEST FROM A FENCE CORNER OF CHAIN LINK FENCE, 28.3 M
 BJ1240'(92.8 FT) WEST-SOUTHWEST FROM A POWER POLE WITH TRANSFORMER, 12.8 M
 BJ1240'(42.0 FT) WEST FROM A 30 CM PINE TREE, AND 0.3 M (1.0 FT) SOUTH FROM A
 BJ1240'WITNESS POST.  THE MARK PROJECTS 15 CM ABOVE THE GROUND AND IS ABOUT
 BJ1240'LEVEL WITH THE HIGHWAY.
 BJ1240
 BJ1240                          STATION RECOVERY (2003)
 BJ1240
 BJ1240'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1147 ***********************************************************************
 BJ1147  DESIGNATION -  Y 94
 BJ1147  PID         -  BJ1147
 BJ1147  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ1147  USGS QUAD   -  BATON ROUGE WEST (1995)
 BJ1147
 BJ1147                         *CURRENT SURVEY CONTROL
 BJ1147  ___________________________________________________________________
 BJ1147* NAD 83(1986)-  30 24 47.     (N)    091 11 41.     (W)     SCALED    
 BJ1147* NAVD 88     -         7.73   (+/-2cm)      25.4    (feet)  VERTCON   
 BJ1147  ___________________________________________________________________
 BJ1147  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1147
 BJ1147  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ1147
 BJ1147.The horizontal coordinates were scaled from a topographic map and have
 BJ1147.an estimated accuracy of +/- 6 seconds.
 BJ1147
 BJ1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1147.The vertical order pertains to the NGVD 29 superseded value.
 BJ1147
 BJ1147.The geoid height was determined by GEOID03.
 BJ1147
 BJ1147;                    North         East    Units  Estimated Accuracy
 BJ1147;SPC LA S     -   212,060.    1,013,320.      MT  (+/- 180 meters Scaled)
 BJ1147
 BJ1147                          SUPERSEDED SURVEY CONTROL
 BJ1147
 BJ1147  NGVD 29 (??/??/??)    7.753  (m)           25.44   (f) ADJUSTED    1 2
 BJ1147
 BJ1147.Superseded values are not recommended for survey control.
 BJ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1147.See file dsdata.txt to determine how the superseded data were derived.
 BJ1147
 BJ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP734659(NAD 83)
 BJ1147_MARKER: DB = BENCH MARK DISK
 BJ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1147_STAMPING: Y 94 1938
 BJ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1147+STABILITY: SURFACE MOTION
 BJ1147
 BJ1147  HISTORY     - Date     Condition        Report By
 BJ1147  HISTORY     - 1938     MONUMENTED       CGS
 BJ1147  HISTORY     - 1969     GOOD             LADTD
 BJ1147  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ1147
 BJ1147                          STATION DESCRIPTION
 BJ1147
 BJ1147'DESCRIBED BY LA TRANSP AND DEV 1969
 BJ1147'2.3 MI S FROM BATON ROUGE.
 BJ1147'ABOUT 2.3 MILES SOUTH ALONG RIVER ROAD AND STATE HIGHWAY 327 FROM THE
 BJ1147'ILLINOIS CENTRAL RAILROAD STATION IN BATON ROUGE, ABOUT 0.5 MILE WEST
 BJ1147'OF THE LOUISIANA STATE UNIVERSITY FOOTBALL STADIUM, NEAR THE JUNCTION
 BJ1147'OF A ROAD LEADING WEST FROM STADIUM, NEAR THE SOUTH ONE OF 4 SMALL
 BJ1147'HOUSES.  IT IS 141 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 132
 BJ1147'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 25.5 FEET
 BJ1147'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 11 FEET NORTHWEST OF A
 BJ1147'LARGE WILLOW TREE IN YARD, 1 FOOT ABOVE THE LEVEL OF THE ROAD.  SET IN
 BJ1147'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL OF THE
 BJ1147'GROUND.
 BJ1147
 BJ1147                          STATION RECOVERY (1976)
 BJ1147
 BJ1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1147'AREA IS NOW THE CONSTRUCTION SITE FOR THE LSU SCIENCE BUILDING, AREA
 BJ1147'HAS BEEN COMPLETELY BULLDOZED, NO MORE HOUSES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2164 ***********************************************************************
 BX2164  DESIGNATION -  Y 97
 BX2164  PID         -  BX2164
 BX2164  STATE/COUNTY-  LA/SABINE
 BX2164  USGS QUAD   -  PLEASANT HILL (1989)
 BX2164
 BX2164                         *CURRENT SURVEY CONTROL
 BX2164  ___________________________________________________________________
 BX2164* NAD 83(1986)-  31 49 34.     (N)    093 31 09.     (W)     SCALED    
 BX2164* NAVD 88     -        82.89   (+/-2cm)     271.9    (feet)  VERTCON   
 BX2164  ___________________________________________________________________
 BX2164  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX2164
 BX2164  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2164
 BX2164.The horizontal coordinates were scaled from a topographic map and have
 BX2164.an estimated accuracy of +/- 6 seconds.
 BX2164
 BX2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2164.The vertical order pertains to the NGVD 29 superseded value.
 BX2164
 BX2164.The geoid height was determined by GEOID03.
 BX2164
 BX2164;                    North         East    Units  Estimated Accuracy
 BX2164;SPC LA N     -   147,490.      903,520.      MT  (+/- 180 meters Scaled)
 BX2164
 BX2164                          SUPERSEDED SURVEY CONTROL
 BX2164
 BX2164  NGVD 29 (??/??/??)   82.940  (m)          272.11   (f) ADJUSTED    1 2
 BX2164
 BX2164.Superseded values are not recommended for survey control.
 BX2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2164.See file dsdata.txt to determine how the superseded data were derived.
 BX2164
 BX2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR508212(NAD 83)
 BX2164_MARKER: DB = BENCH MARK DISK
 BX2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2164_STAMPING: Y-97-1938
 BX2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2164+STABILITY: SURFACE MOTION
 BX2164
 BX2164  HISTORY     - Date     Condition        Report By
 BX2164  HISTORY     - 1938     MONUMENTED       CGS
 BX2164  HISTORY     - 20010331 GOOD             NGS
 BX2164
 BX2164                          STATION DESCRIPTION
 BX2164
 BX2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2164'0.5 MI NW FROM PLEASANT HILL.
 BX2164'ABOUT 0.5 MILE NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2164'STATION AT PLEASANT HILL, SABINE PARISH, AT THE FIRST CURVE NORTHWEST
 BX2164'OF THE STATION, 48 FEET NORTHWEST OF THE NORTH CORNER OF THE CROSSING
 BX2164'OF STATE HIGHWAY 1, 80 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BX2164'AND 42 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 BX2164'DISK, STAMPED Y 97 1938 AND SET IN THE TOP OF A CONCRETE POST.
 BX2164
 BX2164                          STATION RECOVERY (2001)
 BX2164
 BX2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2164'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1624 ***********************************************************************
 CQ1624  DESIGNATION -  Y 98
 CQ1624  PID         -  CQ1624
 CQ1624  STATE/COUNTY-  LA/BIENVILLE
 CQ1624  USGS QUAD   -  JAMESTOWN (1986)
 CQ1624
 CQ1624                         *CURRENT SURVEY CONTROL
 CQ1624  ___________________________________________________________________
 CQ1624* NAD 83(1986)-  32 17 38.     (N)    093 11 09.     (W)     SCALED    
 CQ1624* NAVD 88     -        46.44   (+/-2cm)     152.4    (feet)  VERTCON   
 CQ1624  ___________________________________________________________________
 CQ1624  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ1624
 CQ1624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1624
 CQ1624.The horizontal coordinates were scaled from a topographic map and have
 CQ1624.an estimated accuracy of +/- 6 seconds.
 CQ1624
 CQ1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1624.The vertical order pertains to the NGVD 29 superseded value.
 CQ1624
 CQ1624.The geoid height was determined by GEOID03.
 CQ1624
 CQ1624;                    North         East    Units  Estimated Accuracy
 CQ1624;SPC LA N     -   199,100.      935,410.      MT  (+/- 180 meters Scaled)
 CQ1624
 CQ1624                          SUPERSEDED SURVEY CONTROL
 CQ1624
 CQ1624  NGVD 29 (??/??/??)   46.496  (m)          152.55   (f) ADJUSTED    2 0
 CQ1624
 CQ1624.Superseded values are not recommended for survey control.
 CQ1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1624.See file dsdata.txt to determine how the superseded data were derived.
 CQ1624
 CQ1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR825730(NAD 83)
 CQ1624_MARKER: DB = BENCH MARK DISK
 CQ1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1624_STAMPING: Y-98 1938
 CQ1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1624+STABILITY: SURFACE MOTION
 CQ1624
 CQ1624  HISTORY     - Date     Condition        Report By
 CQ1624  HISTORY     - 1938     MONUMENTED       CGS
 CQ1624  HISTORY     - 1983     MARK NOT FOUND   USGS
 CQ1624
 CQ1624                          STATION DESCRIPTION
 CQ1624
 CQ1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1624'3.2 MI NW FROM CASTOR.
 CQ1624'ABOUT 3.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY
 CQ1624'FROM THE STATION AT CASTOR, BIENVILLE PARISH,, ABOUT 123 FEET
 CQ1624'NORTHWEST OF MILEPOST 102, 23 FEET SOUTHWEST OF POLE 1828, BETWEEN TWO
 CQ1624'HIGHWAY BRIDGES BETWEEN STATE HIGHWAY 417 AND THE RAILROAD, AND 48
 CQ1624'FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED Y 98 1938 AND
 CQ1624'SET IN THE TOP OF A CONCRETE POST.
 CQ1624
 CQ1624                          STATION RECOVERY (1983)
 CQ1624
 CQ1624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CQ1624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1977 ***********************************************************************
 BX1977  DESIGNATION -  Y 99
 BX1977  PID         -  BX1977
 BX1977  STATE/COUNTY-  LA/VERNON
 BX1977  USGS QUAD   -  HORNBECK (1994)
 BX1977
 BX1977                         *CURRENT SURVEY CONTROL
 BX1977  ___________________________________________________________________
 BX1977* NAD 83(1986)-  31 19 22.     (N)    093 23 52.     (W)     SCALED    
 BX1977* NAVD 88     -        94.21   (+/-2cm)     309.1    (feet)  VERTCON   
 BX1977  ___________________________________________________________________
 BX1977  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BX1977
 BX1977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1977
 BX1977.The horizontal coordinates were scaled from a topographic map and have
 BX1977.an estimated accuracy of +/- 6 seconds.
 BX1977
 BX1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1977.The vertical order pertains to the NGVD 29 superseded value.
 BX1977
 BX1977.The geoid height was determined by GEOID03.
 BX1977
 BX1977;                    North         East    Units  Estimated Accuracy
 BX1977;SPC LA N     -    91,580.      914,550.      MT  (+/- 180 meters Scaled)
 BX1977
 BX1977                          SUPERSEDED SURVEY CONTROL
 BX1977
 BX1977  NGVD 29 (??/??/??)   94.288  (m)          309.34   (f) ADJUSTED    2 0
 BX1977
 BX1977.Superseded values are not recommended for survey control.
 BX1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1977.See file dsdata.txt to determine how the superseded data were derived.
 BX1977
 BX1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ621654(NAD 83)
 BX1977_MARKER: DB = BENCH MARK DISK
 BX1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1977_STAMPING: Y 99 1938
 BX1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1977+STABILITY: SURFACE MOTION
 BX1977
 BX1977  HISTORY     - Date     Condition        Report By
 BX1977  HISTORY     - 1938     MONUMENTED       CGS
 BX1977  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1977  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1977
 BX1977                          STATION DESCRIPTION
 BX1977
 BX1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1977'0.2 MI SE FROM HORNBECK.
 BX1977'0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1977'STATION AT HORNBECK, VERNON PARISH, AND 34 FEET NORTHEAST OF THE
 BX1977'NORTHEAST RAIL.  A STANDARD DISK, STAMPED Y 99 1938 AND SET IN THE TOP
 BX1977'OF A CONCRETE POST.
 BX1977
 BX1977                          STATION RECOVERY (1994)
 BX1977
 BX1977'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1977'MARK NOT FOUND.
 BX1977
 BX1977                          STATION RECOVERY (2001)
 BX1977
 BX1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1977'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4245 ***********************************************************************
 BJ4245  DESIGNATION -  YACHT CLUB DOME
 BJ4245  PID         -  BJ4245
 BJ4245  STATE/COUNTY-  LA/ORLEANS
 BJ4245  USGS QUAD   -  SPANISH FORT (1992)
 BJ4245
 BJ4245                         *CURRENT SURVEY CONTROL
 BJ4245  ___________________________________________________________________
 BJ4245* NAD 83(1992)-  30 01 38.70562(N)    090 06 50.94272(W)     ADJUSTED  
 BJ4245* NAVD 88     -                                                        
 BJ4245  **This station is located in a subsidence area (see below).
 BJ4245  ___________________________________________________________________
 BJ4245  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4245  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ4245
 BJ4245  HORZ ORDER  -  THIRD
 BJ4245
 BJ4245.The horizontal coordinates were established by classical geodetic methods
 BJ4245.and adjusted by the National Geodetic Survey in January 1993..
 BJ4245
 BJ4245 ** The orthometric height has not been validated since last determined
 BJ4245 ** by differential leveling and should not be used for control purposes.
 BJ4245 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ4245 ** area with valid NAVD 88 orthometric heights.
 BJ4245 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4245 ** epoch indicated which incorporates improved geoid heights for the
 BJ4245 ** Southern Louisiana Subsidence area.
 BJ4245 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4245
 BJ4245.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4245
 BJ4245.The geoid height was determined by GEOID03.
 BJ4245
 BJ4245;                    North         East     Units Scale Factor Converg.
 BJ4245;SPC LA S     -   169,931.141 1,117,591.103   MT  0.99992585   +0 36 34.6
 BJ4245;SPC LA S     -   557,515.75  3,666,630.14   sFT  0.99992585   +0 36 34.6
 BJ4245;UTM  15      - 3,325,332.826   778,316.103   MT  1.00055579   +1 26 42.2
 BJ4245
 BJ4245                          SUPERSEDED SURVEY CONTROL
 BJ4245
 BJ4245  NAD 83(1986)-  30 01 38.72349(N)    090 06 50.93484(W) AD(       ) 4
 BJ4245  NAD 27      -  30 01 37.99636(N)    090 06 50.67769(W) AD(       ) 3
 BJ4245
 BJ4245.Superseded values are not recommended for survey control.
 BJ4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4245.See file dsdata.txt to determine how the superseded data were derived.
 BJ4245
 BJ4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7831625333(NAD 83)
 BJ4245_MARKER: 87 = DOME
 BJ4245
 BJ4245  HISTORY     - Date     Condition        Report By
 BJ4245  HISTORY     - 1931     FIRST OBSERVED   CGS
 BJ4245
 BJ4245                          STATION DESCRIPTION
 BJ4245
 BJ4245'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0763 ***********************************************************************
 AV0763  DESIGNATION -  YARD
 AV0763  PID         -  AV0763
 AV0763  STATE/COUNTY-  LA/CAMERON
 AV0763  USGS QUAD   -  GRAND CHENIER (1980)
 AV0763
 AV0763                         *CURRENT SURVEY CONTROL
 AV0763  ___________________________________________________________________
 AV0763* NAD 83(1992)-  29 45 24.50159(N)    092 53 39.70232(W)     ADJUSTED  
 AV0763* NAVD 88     -         2.   **(meters)       7.   **(feet)  SCALED    
 AV0763  **This station is located in a subsidence area (see below).
 AV0763  ___________________________________________________________________
 AV0763  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AV0763  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AV0763
 AV0763  HORZ ORDER  -  SECOND
 AV0763
 AV0763.The horizontal coordinates were established by classical geodetic methods
 AV0763.and adjusted by the National Geodetic Survey in January 1993..
 AV0763
 AV0763 ** The orthometric height has not been validated since last determined
 AV0763 ** by differential leveling and should not be used for control purposes.
 AV0763 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AV0763 ** area with valid NAVD 88 orthometric heights.
 AV0763 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0763 ** epoch indicated which incorporates improved geoid heights for the
 AV0763 ** Southern Louisiana Subsidence area.
 AV0763 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0763.The orthometric height was scaled from a topographic map.
 AV0763
 AV0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0763
 AV0763.The geoid height was determined by GEOID03.
 AV0763
 AV0763;                    North         East     Units Scale Factor Converg.
 AV0763;SPC LA S     -   140,338.516   849,030.806   MT  0.99993476   -0 46 49.9
 AV0763;SPC LA S     -   460,427.28  2,785,528.57   sFT  0.99993476   -0 46 49.9
 AV0763;UTM  15      - 3,291,842.657   510,213.318   MT  0.99960129   +0 03 08.7
 AV0763
 AV0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0763!SPC LA S     -   1.00000382  x   0.99993476  =   0.99993858
 AV0763!UTM  15      -   1.00000382  x   0.99960129  =   0.99960511
 AV0763
 AV0763|---------------------------------------------------------------------|
 AV0763| PID    Reference Object                     Distance      Geod. Az  |
 AV0763|                                                           dddmmss.s |
 AV0763| CV9542 YARD RM 1                            56.742 METERS 07916     |
 AV0763| CV9544 YARD RM 3                            16.165 METERS 09107     |
 AV0763| CV9541 YARD AZ MK                                         2823320.5 |
 AV0763| CV9543 YARD RM 2                            13.810 METERS 33254     |
 AV0763|---------------------------------------------------------------------|
 AV0763
 AV0763                          SUPERSEDED SURVEY CONTROL
 AV0763
 AV0763  NAD 83(1986)-  29 45 24.52221(N)    092 53 39.67755(W) AD(       ) 2
 AV0763  NAD 27      -  29 45 23.73100(N)    092 53 39.16000(W) AD(       ) 2
 AV0763
 AV0763.Superseded values are not recommended for survey control.
 AV0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0763.See file dsdata.txt to determine how the superseded data were derived.
 AV0763
 AV0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN1021391843(NAD 83)
 AV0763_MARKER: DS = TRIANGULATION STATION DISK
 AV0763_SETTING: 0 = UNSPECIFIED SETTING
 AV0763
 AV0763  HISTORY     - Date     Condition        Report By
 AV0763  HISTORY     - 1932     MONUMENTED       CGS
 AV0763  HISTORY     - 1955     GOOD             CGS
 AV0763
 AV0763                          STATION DESCRIPTION
 AV0763
 AV0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LCW)
 AV0763'STATION IS IN THE YARD OF POLITE MILLER ON INDIAN POINT.
 AV0763'
 AV0763'STATION MARK IS STANDARD DISK SET IN 5-INCH BY 5-FOOT IRON
 AV0763'PIPE FILLED WITH CONCRETE AND ANCHORED AT THE BOTTOM WITH
 AV0763'CONCRETE.  ABOUT 1 FOOT OF THE PIPE PROJECTS ABOVE THE GROUND.
 AV0763'
 AV0763'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN TOP OF
 AV0763'6-BY 6-INCH BY 3-FOOT SQUARE BLOCKS OF CONCRETE, PROJECTING
 AV0763'ABOUT 8 INCHES ABOVE THE GROUND.
 AV0763'
 AV0763'STATION IS REACHED BY LEAVING THE SHELL ROAD AT THOMPSON
 AV0763'MC CALLS AT GRAND CHENIER, THENCE N THROUGH THE LAND AND
 AV0763'ACROSS THE BAYOU, THENCE E TO THE LAST HOUSE ON INDIAN POINT.
 AV0763'STATION IS 10 METERS S OF HOUSE AND 2 METERS N OF FRONT
 AV0763'YARD FENCE AND 9 METERS E OF GATE.
 AV0763'
 AV0763'A 37-FOOT TRIPOD AND SCAFFOLD WAS USED, THIS HEIGHT BEING
 AV0763'NECESSARY TO SEE ALL OF THE STATIONS.  IN ADDITION TREES
 AV0763'WERE TOPPED ON EVERY LINE AS THE GRAND CHENIER RIDGE LIES BETWEEN
 AV0763'THE STATION AND IS COVERED WITH BIG TREES.
 AV0763
 AV0763                          STATION RECOVERY (1955)
 AV0763
 AV0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 AV0763'THE STATION WAS RECOVERED.  THE STATION MARK WAS LOCATED
 AV0763'AS DESCRIBED AND IS IN GOOD CONDITION.  THE DISK IS STAMPED
 AV0763'YARD 1932.
 AV0763'
 AV0763'A HOUSE HAS BEEN BUILT NEAR THE STATION AND ONE CORNER OBSTRUCTS
 AV0763'THE LINE OF SITE AND MAKES IT IMPOSSIBLE TO MAKE A DIRECT
 AV0763'MEASUREMENT TO REFERENCE MARK NO. 2.  THE STATION IS 18.0
 AV0763'FEET SOUTH OF SOUTH END OF HOUSE AND 9.5 FEET NORTH OF YARD
 AV0763'FENCE.  THE STATION IS ON PROPERTY OWNED BY MR. SEVAN MILLER.
 AV0763'
 AV0763'REFERENCE MARK NO. 1 WAS RECOVERED AND IS IN GOOD CONDITION.
 AV0763'IT IS 3 FEET WEST OF THE BARNYARD FENCE, 21 FEET NORTH OF
 AV0763'A BOARD CORRAL FENCE AND GATE.  THE MARK PROJECTS 3 INCHES.
 AV0763'THE DISK IS STAMPED YARD R.M. 1 1932.  THE RECENT MEASUREMENT
 AV0763'CHECKED THE 1932 MEASUREMENT.
 AV0763'
 AV0763'REFERENCE MARK NO. 2 WAS RECOVERED.  THE MARK IS 1.5 FEET
 AV0763'WEST OF WEST SIDE OF HOUSE.  THE TOP PORTION OF THE CONCRETE
 AV0763'POST IS PARTLY BROKEN AWAY.  THE DISK IS STAMPED YARD R.M. 2
 AV0763'1932.  THE DIRECTION AND DISTANCE TO THIS MARK COULD NOT BE
 AV0763'CHECKED BECAUSE OF THE OBSTRUCTION BY THE HOUSE.
 AV0763'
 AV0763'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE MARK IS 24.5
 AV0763'FEET NORTH OF WIRE FENCE, 49.0 FEET EAST OF SOUTHEAST CORNER
 AV0763'OF HOUSE AND 44.6 FEET SOUTH-SOUTHWEST OF A 12 INCH PECAN
 AV0763'TREE.  THE MARK IS A STANDARD DISK SET IN A 10 BY 10 INCH
 AV0763'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 AV0763'YARD NO 3 1932.
 AV0763'
 AV0763'AN AZIMUTH MARK WAS ESTABLISHED.  THIS MARK IS LOCATED AT
 AV0763'THE WEST SIDE OF NORTH-SOUTH DIRT ROAD 0.65 MILE WEST OF
 AV0763'THE STATION.  THE MARK IS 0.05 MILE NORTH OF A SMALL WOODEN
 AV0763'BRIDGE, 13.8 FEET WEST OF CENTERLINE OF ROAD AND 3 FEET
 AV0763'SOUTH OF A 4 BY 4 INCH WITNESS POST.  THE MARK IS A STANDARD
 AV0763'DISK SET IN A 10 BY 10 INCH CONCRETE POST PROJECTING 3 INCHES
 AV0763'ABOVE GROUND.  THE DISK IS STAMPED YARD 1932.
 AV0763'
 AV0763'A NEW DESCRIPTION TO REACH IS AS FOLLOWS--FROM THE U.S. POST
 AV0763'OFFICE IN GRAND CHENIER GO EAST ON SURFACED ROAD FOR 4.25
 AV0763'MILES TO A T-ROAD NORTH AT CARL MC CALL STORE AND GULF SERVICE
 AV0763'STATION.  GO NORTH ON DIRT ROAD 0.55 MILE TO AZIMUTH MARK
 AV0763'ON LEFT, CONTINUE NORTH 0.1 MILE, TURN RIGHT, EAST, AND GO
 AV0763'0.65 MILE TO THE SECOND HOUSE AND STATION.
 AV0763'
 AV0763'THE OBSERVATIONS WERE MADE FROM ECCENTRIC SETUP OVER REFERENCE
 AV0763'MARK NO. 3.  OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0921 ***********************************************************************
 AT0921  DESIGNATION -  YARD 1950
 AT0921  PID         -  AT0921
 AT0921  STATE/COUNTY-  LA/ST BERNARD
 AT0921  USGS QUAD   -  NORTH ISLANDS (1951)
 AT0921
 AT0921                         *CURRENT SURVEY CONTROL
 AT0921  ___________________________________________________________________
 AT0921* NAD 83(1992)-  29 53 50.46030(N)    088 52 58.78859(W)     ADJUSTED  
 AT0921* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0921  ___________________________________________________________________
 AT0921  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AT0921  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AT0921
 AT0921  HORZ ORDER  -  THIRD
 AT0921
 AT0921.The horizontal coordinates were established by classical geodetic methods
 AT0921.and adjusted by the National Geodetic Survey in May 1994..
 AT0921
 AT0921.The orthometric height was scaled from a topographic map.
 AT0921
 AT0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0921
 AT0921.The geoid height was determined by GEOID03.
 AT0921
 AT0921;                    North         East     Units Scale Factor Converg.
 AT0921;SPC LA S     -   157,418.479 1,236,631.570   MT  0.99992737   +1 13 30.7
 AT0921;SPC LA S     -   516,463.79  4,057,182.08   sFT  0.99992737   +1 13 30.7
 AT0921;UTM  16      - 3,308,900.506   318,186.109   MT  1.00000786   -0 56 19.8
 AT0921
 AT0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0921!SPC LA S     -   1.00000414  x   0.99992737  =   0.99993151
 AT0921!UTM  16      -   1.00000414  x   1.00000786  =   1.00001200
 AT0921
 AT0921:                Primary Azimuth Mark                     Grid Az
 AT0921:SPC LA S     -  L                                        051 56 27.8
 AT0921:UTM  16      -  L                                        054 06 18.3
 AT0921
 AT0921|---------------------------------------------------------------------|
 AT0921| PID    Reference Object                     Distance      Geod. Az  |
 AT0921|                                                           dddmmss.s |
 AT0921| AT0882 L                                   APPROX. 7.9 KM 0530958.5 |
 AT0921|---------------------------------------------------------------------|
 AT0921
 AT0921                          SUPERSEDED SURVEY CONTROL
 AT0921
 AT0921  NAD 83(1992)-  29 53 50.46752(N)    088 52 58.77897(W) AD(       ) 3
 AT0921  NAD 83(1992)-  29 53 50.45067(N)    088 52 58.78257(W) AD(       ) 3
 AT0921  NAD 83(1986)-  29 53 50.46661(N)    088 52 58.77818(W) AD(       ) 3
 AT0921  NAD 27      -  29 53 49.75700(N)    088 52 58.69200(W) AD(       ) 3
 AT0921
 AT0921.Superseded values are not recommended for survey control.
 AT0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0921.See file dsdata.txt to determine how the superseded data were derived.
 AT0921
 AT0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1818608901(NAD 83)
 AT0921_MARKER: DS = TRIANGULATION STATION DISK
 AT0921_SETTING: 0 = UNSPECIFIED SETTING
 AT0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0921
 AT0921  HISTORY     - Date     Condition        Report By
 AT0921  HISTORY     - 1950     MONUMENTED       CGS
 AT0921
 AT0921                          STATION DESCRIPTION
 AT0921
 AT0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0921'THE STATION IS LOCATED ON THE MOST NW POINT OF NORTH ISLAND, 70 FEET
 AT0921'NE OF A NARROW
 AT0921'BAYOU, IN THE SE TIP OF A SHELL BANK WHICH HAS BEEN
 AT0921'DEPOSITED ALONG THE BANK, AND 6
 AT0921'FEET W OF A WITNESS POST.
 AT0921'
 AT0921'STATION MARK IS A STANDARD DISK, STAMPED YARD 1950, AND SET IN THE
 AT0921'TOP OF A 6-INCH
 AT0921'ROUND CONCRETE TILE, PROJECTING 0.5 FOOT ABOVE
 AT0921'GROUND.
 AT0921'
 AT0921'STATION IS 21.9 METERS 45 DEG NW FROM THE APPARENT
 AT0921'SHORELINE.
 AT0921'
 AT0921'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1160 ***********************************************************************
 BW1160  DESIGNATION -  YEAGER CAP
 BW1160  PID         -  BW1160
 BW1160  STATE/COUNTY-  LA/CONCORDIA
 BW1160  USGS QUAD   -  DEER PARK (1983)
 BW1160
 BW1160                         *CURRENT SURVEY CONTROL
 BW1160  ___________________________________________________________________
 BW1160* NAD 83(1986)-  31 28 03.     (N)    091 31 21.     (W)     SCALED    
 BW1160* NAVD 88     -        18.96   (+/-2cm)      62.2    (feet)  VERTCON   
 BW1160  ___________________________________________________________________
 BW1160  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BW1160
 BW1160  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1160
 BW1160.The horizontal coordinates were scaled from a topographic map and have
 BW1160.an estimated accuracy of +/- 6 seconds.
 BW1160
 BW1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1160.The vertical order pertains to the NGVD 29 superseded value.
 BW1160
 BW1160.The geoid height was determined by GEOID03.
 BW1160
 BW1160;                    North         East    Units  Estimated Accuracy
 BW1160;SPC LA N     -   107,690.    1,092,890.      MT  (+/- 180 meters Scaled)
 BW1160
 BW1160                          SUPERSEDED SURVEY CONTROL
 BW1160
 BW1160  NGVD 29 (??/??/92)   18.949  (m)           62.17   (f) ADJ UNCH    1 2
 BW1160
 BW1160.Superseded values are not recommended for survey control.
 BW1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1160.See file dsdata.txt to determine how the superseded data were derived.
 BW1160
 BW1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ403823(NAD 83)
 BW1160_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1160
 BW1160  HISTORY     - Date     Condition        Report By
 BW1160  HISTORY     - UNK      MONUMENTED       DOD
 BW1160  HISTORY     - 1934     GOOD             DOD
 BW1160  HISTORY     - 1966     MARK NOT FOUND   NGS
 BW1160
 BW1160                          STATION DESCRIPTION
 BW1160
 BW1160'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934
 BW1160'6.25 MI NE FROM DEERPARK.
 BW1160'ABOUT 6 1/4 MILES NORTHEAST ALONG STATE HIGHWAY 49 FROM DEERPARK.
 BW1160'P.B.M. IS TILE AND PIPE WITH BRASS CAP ON RIGHT BANK OF MISSISSIPPI
 BW1160'RIVER IN CONCORDIA PARISH, LA., LANDWARD FROM MORVILLE LDG. ON
 BW1160'WARNICOTT PLANTATION.  ON UPSTREAM SIDE OF LANE DIVIDING MORVILLE AND
 BW1160'WARNICOTT PLANTATIONS.  3.6 METERS UPSTREAM FROM CENTER LINE OF LANE.
 BW1160'35.4 METERS LANDSIDE FROM CENTER LINE OF LEVEE AT A POINT 116.5 METERS
 BW1160'DOWNSTREAM FROM PROMINENT ANGLE TO LEFT WHERE HIGHWAY 18 LEAVES LEVEE.
 BW1160'6.4 METERS LANDSIDE OF DIRT ROAD RUNNING ALONG THE TOE OF LEVEE. 20.1
 BW1160'METERS DOWNSTREAM FROM RIVERSIDE CORNER AND 22.5 METERS UPSTREAM FROM
 BW1160'RIVERSIDE CORNER OF CABIN LOCATED ON UPSTREAM SIDE OF LANE. TOP OF CAP
 BW1160'IS ABOUT 16 IN. ABOVE GROUND.
 BW1160
 BW1160                          STATION RECOVERY (1966)
 BW1160
 BW1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BW1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU2918 ***********************************************************************
 AU2918  DESIGNATION -  YOU 1934
 AU2918  PID         -  AU2918
 AU2918  STATE/COUNTY-  LA/LAFOURCHE
 AU2918  USGS QUAD   -  BAY TAMBOUR (1994)
 AU2918
 AU2918                         *CURRENT SURVEY CONTROL
 AU2918  ___________________________________________________________________
 AU2918* NAD 83(1992)-  29 21 28.09982(N)    090 04 11.67710(W)     ADJUSTED  
 AU2918* NAVD 88     -        -0.   **(meters)      -0.   **(feet)  SCALED    
 AU2918  **This station is located in a subsidence area (see below).
 AU2918  ___________________________________________________________________
 AU2918  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AU2918  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AU2918
 AU2918  HORZ ORDER  -  THIRD
 AU2918
 AU2918.The horizontal coordinates were established by classical geodetic methods
 AU2918.and adjusted by the National Geodetic Survey in January 1993..
 AU2918
 AU2918 ** The orthometric height has not been validated since last determined
 AU2918 ** by differential leveling and should not be used for control purposes.
 AU2918 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AU2918 ** area with valid NAVD 88 orthometric heights.
 AU2918 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2918 ** epoch indicated which incorporates improved geoid heights for the
 AU2918 ** Southern Louisiana Subsidence area.
 AU2918 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2918.The orthometric height was scaled from a topographic map.
 AU2918
 AU2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2918
 AU2918.The geoid height was determined by GEOID03.
 AU2918
 AU2918;                    North         East     Units Scale Factor Converg.
 AU2918;SPC LA S     -    95,761.148 1,122,676.279   MT  0.99998827   +0 37 54.2
 AU2918;SPC LA S     -   314,176.37  3,683,313.76   sFT  0.99998827   +0 37 54.2
 AU2918;UTM  15      - 3,251,196.497   784,466.992   MT  1.00059864   +1 26 14.9
 AU2918;UTM  16      - 3,251,545.447   201,951.922   MT  1.00069629   -1 30 22.2
 AU2918
 AU2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2918!SPC LA S     -   1.00000382  x   0.99998827  =   0.99999209
 AU2918!UTM  15      -   1.00000382  x   1.00059864  =   1.00060246
 AU2918!UTM  16      -   1.00000382  x   1.00069629  =   1.00070011
 AU2918
 AU2918                          SUPERSEDED SURVEY CONTROL
 AU2918
 AU2918  NAD 83(1986)-  29 21 28.11419(N)    090 04 11.68540(W) AD(       ) 3
 AU2918  NAD 27      -  29 21 27.30900(N)    090 04 11.41800(W) AD(       ) 3
 AU2918
 AU2918.Superseded values are not recommended for survey control.
 AU2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2918.See file dsdata.txt to determine how the superseded data were derived.
 AU2918
 AU2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN8446751196(NAD 83)
 AU2918_MARKER: DD = SURVEY DISK
 AU2918_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AU2918_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AU2918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AU2918
 AU2918  HISTORY     - Date     Condition        Report By
 AU2918  HISTORY     - 1934     MONUMENTED       CGS
 AU2918  HISTORY     - 1940     GOOD             SHELL
 AU2918  HISTORY     - 1952     GOOD             CGS
 AU2918
 AU2918                          STATION DESCRIPTION
 AU2918
 AU2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TBR)
 AU2918'ON THE FIRST POINT IN BAYOU DE CHENE LOURSE ENTERING THE
 AU2918'BAYOU FROM BAY DE CHENE LOURSE, ON THE N SIDE OF THE BAYOU,
 AU2918'35 METERS (115 FEET) FROM THE END OF THE POINT AND 16 METERS
 AU2918'(50 FEET) FROM THE HIGH-WATER MARK.  THE STATION IS MARKED
 AU2918'BY A STANDARD HYDROGRAPHIC DISK SET IN CONCRETE AT THE CENTER
 AU2918'OF THE TOP OF A TILE WHICH IS FASTENED BY MEANS OF CONCRETE
 AU2918'TO THE UPPER END OF A LONG WOODEN PILE DRIVEN INTO THE MARSH.
 AU2918
 AU2918                          STATION RECOVERY (1940)
 AU2918
 AU2918'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 AU2918'RECOVERED IN GOOD CONDITION.
 AU2918
 AU2918                          STATION RECOVERY (1952)
 AU2918
 AU2918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2918'STATION WAS FOUND IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 AU2918'IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 AU2918'
 AU2918'STATION IS LOCATED JUST N OF HATCHET LAKE, ON THE E SHORE OF
 AU2918'BAYOU CASSE-TETE WHERE THE BAYOU MAKES A HORSESHOE BEND,
 AU2918'160 FT. E OF A SMALL BAYOU ON THE POINT OF LAND IN THE BEND,
 AU2918'44 FT. N OF A SMALL BIGHT WHICH IS W OF A ROUNDED POINT
 AU2918'OF MARSH IN THE BAYOU, AND 1.0 FT. N OF A 4- BY 4- IN. WHITE
 AU2918'WOODEN WITNESS POST.  IT IS A STANDARD HYDROGRAPHIC-STATION DISK,
 AU2918'STAMPED YOU 1934 AND SET IN A CONCRETE-FILLED CONCRETE
 AU2918'PIPE PROJECTING 4 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4540 ***********************************************************************
 BJ4540  DESIGNATION -  YOUNG
 BJ4540  PID         -  BJ4540
 BJ4540  STATE/COUNTY-  LA/ST HELENA
 BJ4540  USGS QUAD   -  KENTWOOD (1980)
 BJ4540
 BJ4540                         *CURRENT SURVEY CONTROL
 BJ4540  ___________________________________________________________________
 BJ4540* NAD 83(1992)-  30 53 23.34575(N)    090 35 58.23520(W)     ADJUSTED  
 BJ4540* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 BJ4540  ___________________________________________________________________
 BJ4540  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ4540  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ4540
 BJ4540  HORZ ORDER  -  FIRST
 BJ4540
 BJ4540.The horizontal coordinates were established by classical geodetic methods
 BJ4540.and adjusted by the National Geodetic Survey in May 1994..
 BJ4540
 BJ4540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4540
 BJ4540.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4540
 BJ4540.The geoid height was determined by GEOID03.
 BJ4540
 BJ4540;                    North         East     Units Scale Factor Converg.
 BJ4540;SPC LA S     -   265,132.944 1,070,166.467   MT  1.00004588   +0 22 00.9
 BJ4540;SPC LA S     -   869,857.00  3,511,037.82   sFT  1.00004588   +0 22 00.9
 BJ4540;SPC MS W     -   154,092.006   674,551.062   MT  0.99995799   -0 08 11.9
 BJ4540;SPC MS W     -   505,550.19  2,213,089.61   sFT  0.99995799   -0 08 11.9
 BJ4540;UTM  15      - 3,419,859.788   729,460.391   MT  1.00024953   +1 13 58.5
 BJ4540
 BJ4540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4540!SPC LA S     -   0.99998963  x   1.00004588  =   1.00003551
 BJ4540!SPC MS W     -   0.99998963  x   0.99995799  =   0.99994762
 BJ4540!UTM  15      -   0.99998963  x   1.00024953  =   1.00023916
 BJ4540
 BJ4540:                Primary Azimuth Mark                     Grid Az
 BJ4540:SPC LA S     -  BROWNING                                 037 21 17.6
 BJ4540:SPC MS W     -  BROWNING                                 037 51 30.4
 BJ4540:UTM  15      -  BROWNING                                 036 29 20.0
 BJ4540
 BJ4540|---------------------------------------------------------------------|
 BJ4540| PID    Reference Object                     Distance      Geod. Az  |
 BJ4540|                                                           dddmmss.s |
 BJ4540| BJ4542 BROWNING                            APPROX.15.4 KM 0374318.5 |
 BJ4540| BJ4541 TT 97 TX USGS 1939                   34.686 METERS 13022     |
 BJ4540| CW1679 YOUNG RM 1                           28.560 METERS 20127     |
 BJ4540| CW1678 YOUNG AZ MK                                        2482802.4 |
 BJ4540| CW1680 YOUNG RM 2                           32.774 METERS 29434     |
 BJ4540|---------------------------------------------------------------------|
 BJ4540
 BJ4540                          SUPERSEDED SURVEY CONTROL
 BJ4540
 BJ4540  NAD 83(1992)-  30 53 23.34851(N)    090 35 58.23418(W) AD(       ) 1
 BJ4540  NAD 83(1986)-  30 53 23.36194(N)    090 35 58.23139(W) AD(       ) 1
 BJ4540  NAD 27      -  30 53 22.71031(N)    090 35 57.88206(W) AD(       ) 1
 BJ4540  NGVD 29 (07/19/86)   93.2    (m)          306.     (f) VERT ANG       
 BJ4540
 BJ4540.Superseded values are not recommended for survey control.
 BJ4540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4540.See file dsdata.txt to determine how the superseded data were derived.
 BJ4540
 BJ4540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2946019860(NAD 83)
 BJ4540_MARKER: DS = TRIANGULATION STATION DISK
 BJ4540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4540_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BJ4540
 BJ4540  HISTORY     - Date     Condition        Report By
 BJ4540  HISTORY     - 1939     MONUMENTED       CGS
 BJ4540  HISTORY     - 1954     GOOD             CGS
 BJ4540  HISTORY     - 1966     GOOD             CGS
 BJ4540  HISTORY     - 1970     GOOD             NGS
 BJ4540  HISTORY     - 1978     SEE DESCRIPTION  NGS
 BJ4540  HISTORY     - 1979     GOOD             NGS
 BJ4540
 BJ4540                          STATION DESCRIPTION
 BJ4540
 BJ4540'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4540'THE STATION IS LOCATED 5 MILES W AND 1 MILE N OF TANGIPAHOA,
 BJ4540'ON THE TOP OF A RIDGE WHICH IS THE DIVIDE BETWEEN THE TANGIPAHOA
 BJ4540'AND TICKFAW RIVERS IN THE W CENTER OF SEC. 10, T 2 S, R 6 E.
 BJ4540'140 FEET N OF THE N END OF A HOUSE, 25 FEET E OF THE CENTER
 BJ4540'LINE OF A LANE INTO A HOUSE, ON LAND OWNED BY WALTER J. YOUNG
 BJ4540'AND OCCUPIED BY HIS SON JESSE YOUNG.  THE MARK
 BJ4540'PROJECTS 4 INCHES ABOVE GROUND AND IS STAMPED YOUNG 1939.
 BJ4540'
 BJ4540'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4540'BRONZE DISKS SET IN CONCRETE.
 BJ4540'
 BJ4540'REFERENCE MARK NO. 1 IS 93.69 FEET (28.556 METERS) SSW OF THE
 BJ4540'STATION, IN A FENCE LINE, AND 61 FEET NW OF THE NW CORNER OF A
 BJ4540'HOUSE.  THE MARK PROJECTS 6 INCHES ABOVE GROUND AND
 BJ4540'IS STAMPED YOUNG NO. 1 1939.  REFERENCE MARK NO. 2 IS 107.36
 BJ4540'FEET, (32.724 METERS) WNW OF THE STATION, IN A FENCE LINE,
 BJ4540'AND 13 FEET W OF THE CENTER LINE OF THE LANE.  THE MARK
 BJ4540'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED YOUNG
 BJ4540'NO. 2 1939.
 BJ4540'
 BJ4540'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WSW OF THE STATION,
 BJ4540'IN THE N BANK OF A ROAD, 29 FEET N OF THE CENTER LINE OF
 BJ4540'THE MAIN ROAD, AND 70 FEET W OF THE CENTER LINE OF A T-ROAD.
 BJ4540'
 BJ4540'DIRECTION WAS OBSERVED AND DISTANCE MEASURED TO B.M.-TT 97
 BJ4540'TX 1939 (U.S.G.S.) THE MARK IS 113.80 FEET SE OF THE STATION
 BJ4540'AND 95 FEET E OF THE NE CORNER OF THE HOUSE.
 BJ4540'
 BJ4540'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO.
 BJ4540'2 IS 146.35 FEET.  THE DISTANCE FROM REFERENCE MARK NO. 1
 BJ4540'TO B.M.-TT 97 TX (U.S.G.S.) 1939 IS 127.70 FEET.
 BJ4540'
 BJ4540'TO REACH THE STATION FROM THE RAILROAD STATION IN TANGIPAHOA,
 BJ4540'DRIVE W ON A GRAVEL ROAD AT THE N OF THE RAILROAD STATION FOR
 BJ4540'5.6 MILES TO A T-ROAD N AND A HOUSE IN THE NE ANGLE, TURN N
 BJ4540'AND GO 0.7 MILE TO THE TOP OF GRADE, A LANE AND A HOUSE ON
 BJ4540'THE RIGHT, TURN RIGHT INTO THE LANE AND GO 0.1 MILE TO A
 BJ4540'HOUSE AND THE STATION ON THE LEFT (E) SIDE OF LANE.
 BJ4540'
 BJ4540'TO REACH THE MARK FROM THE STATION, DRIVE N ON LANE FOR 0.1
 BJ4540'MILE TO THE MAIN ROAD, THEN TURN LEFT AND GO 0.2 MILE TO THE
 BJ4540'MARK ON THE RIGHT (N) SIDE OF THE ROAD.  THE MARK
 BJ4540'PROJECTS 4 INCHES ABOVE GROUND AND IS STAMPED YOUNG 1939.
 BJ4540'
 BJ4540'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BJ4540
 BJ4540                          STATION RECOVERY (1954)
 BJ4540
 BJ4540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4540'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 BJ4540'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BJ4540
 BJ4540                          STATION RECOVERY (1966)
 BJ4540
 BJ4540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BJ4540'STATION, REFERENCE MARKS NO. 1 AND NO. 2, AZIMUTH MARK AND THE
 BJ4540'BENCH MARK TT 97 TX (USGS) WERE RECOVERED IN GOOD CONDITION.
 BJ4540'A CHECK TO THE MARKS FOR DISTANCE AND DIRECTION WAS MADE
 BJ4540'AND FOUND CORRECT.  THE STATION IS AS DESCRIBED IN THE 1939
 BJ4540'DESCRIPTION.  A NEW ROUTE TO THE STATION FOLLOWS--TO REACH
 BJ4540'FROM THE JUNCTION OF STATE HIGHWAY 38 AND U.S. HIGHWAY 51
 BJ4540'IN KENTWOOD.  GO WEST ON STATE HIGHWAY 38 FOR 0.85 MILE TO THE
 BJ4540'OVERPASS OF INTERSTATE HIGHWAY 55.  CONTINUE WEST ON STATE
 BJ4540'HIGHWAY 38 FOR 2.7 MILES TO THE ST. HELENA - TANGIPAHOA
 BJ4540'PARISH LINE SIGN.  CONTINUE WEST ON STATE HIGHWAY 38 FOR 0.35
 BJ4540'MILE TO A SIDE ROAD LEFT AND SIGN BETHEL BAPTIST CHURCH.
 BJ4540'TURN LEFT AND GO SOUTH AND SOUTHWEST ON SURFACED ROAD FOR
 BJ4540'3.15 MILES TO A LANE ON THE LEFT.  (CONTINUE SOUTHERLY ON
 BJ4540'SURFACED ROAD FOR 0.25 MILE TO AZIMUTH MARK ON THE RIGHT,
 BJ4540'WEST SIDE OF ROAD ON TOP OF CUT BANK).  TURN LEFT AND GO
 BJ4540'EAST FOR 0.15 MILE TO STATION ON THE LEFT, NORTH SIDE OF
 BJ4540'ROAD.
 BJ4540'
 BJ4540'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 99.67 FEET.
 BJ4540'
 BJ4540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BJ4540'SOUTHWEST OF KENTWOOD
 BJ4540
 BJ4540                          STATION RECOVERY (1970)
 BJ4540
 BJ4540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4540'NO MEASUREMENT BETWEEN RM 1 AND RM 2 DUE TO A TREE NOW IN LINE.
 BJ4540'
 BJ4540'STATION MARK, AZIMUTH MARK, TT97TX (U.S. GEOLOGICAL SURVEY MARK) AND
 BJ4540'REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED AS DESCRIBED IN THE
 BJ4540'1966 RECOVERY NOTE OF THE STATION.  ALL MARKS ARE IN GOOD
 BJ4540'CONDITION.
 BJ4540'
 BJ4540'DISTANCE TO ALL MARKS EXCEPT REFERENCE MARK NUMBER 2 CHECK
 BJ4540'ADEQUATELY. A DIFFERENCE OF 0.045 METERS WAS NOTED.
 BJ4540'
 BJ4540'HORIZONTAL DIRECTION TO ALL MARKS CHECKED ADEQUATELY.
 BJ4540'
 BJ4540'LAND ON WHICH REFERENCE MARK NUMBER 2 IS LOCATED IS NOW UNDER
 BJ4540'CULTIVATION.  MARK SEEMS TO BE SOLID IN GROUND.
 BJ4540'
 BJ4540'THE 1966 NOTE OF THE LOCATION AND ROUTE TO THE STATION CHECKED
 BJ4540'ADEQUATELY.
 BJ4540'
 BJ4540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES WEST
 BJ4540'OF TANGIPOHOA.
 BJ4540'
 BJ4540'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BJ4540
 BJ4540                          STATION RECOVERY (1978)
 BJ4540
 BJ4540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JCL)
 BJ4540'MR. YOUNG WHO LIVES AT THIS LOCATION CLAIMS THAT TRI. STA. YOUNG,
 BJ4540'REF MARK NO 2 AND B.M.-TT97 TX 1939 (USGS) WERE DESTROYED.  A ROUND
 BJ4540'CONCRETE POST WITH THE TOP GONE WAS FOUND AT THIS LOCATION.  REF.
 BJ4540'MARK NO 1 AND THE AZIMUTH MARK WAS FOUND AS DESCRIBED.
 BJ4540
 BJ4540                          STATION RECOVERY (1979)
 BJ4540
 BJ4540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BJ4540'THE UNDERGROUND STATION MARK, RM 1, RM 2 AND THE AZIMUTH MARK WERE
 BJ4540'RECOVERED IN GOOD CONDITION.  THE PROPERTY OWNER STATED THAT THE
 BJ4540'SURFACE STATION MARK AND TT97TX USGS WERE DESTROYED BY FARM
 BJ4540'EQUIPMENT.  THIS DATE A NEW SURFACE STATION MARK WAS SET ABOVE THE
 BJ4540'UNDERGROUND STATION MARK.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 BJ4540'OBSTRUCTED BY TREE LEAVES THIS DATE.  DUE TO CHANGES IN THE AREA A
 BJ4540'NEW COMPLETE DESCRIPTION FOLLOWS.
 BJ4540'
 BJ4540'THE STATION IS LOCATED ABOUT 5.0 MILES WEST AND 1.0 MILE NORTH OF
 BJ4540'TANGIPAHOA, ON TOP OF A RIDGE IN PASTURE LAND IN THE WEST CENTER OF
 BJ4540'SECTION 10, T2S, R6E, AND OWNED BY MR. HUGH D. YOUNG, ROUTE 1 BOX
 BJ4540'325, KENTWOOD, LA 70444.
 BJ4540'
 BJ4540'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38 AND U.S.
 BJ4540'HIGHWAY 51 IN KENTWOOD, GO WEST ON HIGHWAY 38 FOR 0.85 MILE TO THE
 BJ4540'OVERPASS OF INTERSTATE HIGHWAY 55, CONTINUE WEST ON HIGHWAY 38 FOR
 BJ4540'2.7 MILES TO THE ST HELENA-TANGIPAHOA PARISH LINE AND SIGN, CONTINUE
 BJ4540'WEST ON HIGHWAY 38 FOR 0.35 MILE TO A SIDE ROAD LEFT AND SIGN BETHEL
 BJ4540'BAPTIST CHURCH, TURN LEFT AND GO SOUTH AND SOUTHWEST ON SURFACED ROAD
 BJ4540'FOR 3.15 MILES TO A LANE ON THE LEFT TURN LEFT AND GO EAST FOR 0.15
 BJ4540'MILE TO THE STATION ON THE LEFT.
 BJ4540'
 BJ4540'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BJ4540'---YOUNG 1939 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BJ4540'RECESSED 41 CM (16 INCHES) BELOW THE GROUND LOCATED 29.6 METERS (97
 BJ4540'FEET) NW FROM A CORNER FENCE POST, 18.44 METERS (60.5 FEET) E FROM A
 BJ4540'20-INCH PINE TREE, 11.0 METERS (36 FEET) NE FROM THE CENTER OF LANE
 BJ4540'ROAD, AND 3.4 METERS (11 FEET) NE FROM A WITNESS POST IN A FENCELINE.
 BJ4540'
 BJ4540'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BJ4540'STAMPED---YOUNG 1939---SET INTO AN IRREGULAR MASS OF CONCRETE 1.07
 BJ4540'METERS (3.5 FEET) BELOW THE SURFACE.
 BJ4540'
 BJ4540'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BJ4540'STAMPED---YOUNG NO 1 1939---SET INTO THE TOP OF A SQUARE CONCRETE
 BJ4540'MONUMENT PROJECTING 10 CM (4 INCHES) ABOVE THE GROUND LOCATED 48.8
 BJ4540'METERS (160 FEET) N FROM THE NORTH CORNER OF BRICK HOUSE, 15.09
 BJ4540'METERS (49.5 FEET) NW FROM A POWER POLE WITH LAMP ATTACHED, 3.7
 BJ4540'METERS (12 FEET) SE FROM AN 18-INCH OAK TREE, 2.53 METERS (8.3 FEET)
 BJ4540'NW FROM THE CENTER OF THE GRAVELED LANE TO THE HOUSE, AND 1.98 METERS
 BJ4540'(6.5 FEET) SSW FROM THE NW GATE POST.
 BJ4540'
 BJ4540'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 BJ4540'STAMPED---YOUNG NO 2 1939---SET INTO THE TOP OF A SQUARE CONCRETE
 BJ4540'MONUMENT FLUSH WITH THE GROUND LOCATED 34.1 METERS (112 FEET) SE FROM
 BJ4540'A 24-INCH OAK TREE, 15.8 METERS (52 FEET) NW FROM A 20-INCH OAK TREE,
 BJ4540'4.3 METERS (14 FEET) SW FROM THE CENTER OF THE GRAVELED LANE, AND
 BJ4540'0.46 METER (1.5 FEET) SW FROM A FENCELINE.
 BJ4540'
 BJ4540'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 BJ4540'---YOUNG 1939---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 BJ4540'WITH THE GROUND LOCATED 21.3 METERS (70 FEET) W FROM THE CENTER OF A
 BJ4540'GRAVELED ROAD AND 8.8 METERS (29 FEET) N FROM THE CENTER OF THE
 BJ4540'SURFACED ROAD.
 BJ4540'
 BJ4540'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW LANE ROAD TO
 BJ4540'SURFACED ROAD, TURN LEFT AND GO WESTERLY FOR 0.25 MILE TO THE AZIMUTH
 BJ4540'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3172 ***********************************************************************
 CQ3172  DESIGNATION -  YOUNG
 CQ3172  PID         -  CQ3172
 CQ3172  STATE/COUNTY-  LA/DE SOTO
 CQ3172  USGS QUAD   -  GLOSTER (1994)
 CQ3172
 CQ3172                         *CURRENT SURVEY CONTROL
 CQ3172  ___________________________________________________________________
 CQ3172* NAD 83(1992)-  32 08 37.29389(N)    093 50 27.84799(W)     ADJUSTED  
 CQ3172* NAVD 88     -       109.8    (meters)     360.     (feet)  VERTCON   
 CQ3172  ___________________________________________________________________
 CQ3172  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CQ3172  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CQ3172
 CQ3172  HORZ ORDER  -  SECOND
 CQ3172
 CQ3172.The horizontal coordinates were established by classical geodetic methods
 CQ3172.and adjusted by the National Geodetic Survey in January 1993..
 CQ3172
 CQ3172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ3172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ3172
 CQ3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ3172
 CQ3172.The geoid height was determined by GEOID03.
 CQ3172
 CQ3172;                    North         East     Units Scale Factor Converg.
 CQ3172;SPC LA N     -   183,027.722   873,489.252   MT  0.99992249   -0 42 32.5
 CQ3172;SPC LA N     -   600,483.45  2,865,772.65   sFT  0.99992249   -0 42 32.5
 CQ3172;UTM  15      - 3,556,672.895   420,679.449   MT  0.99967759   -0 26 51.0
 CQ3172
 CQ3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3172!SPC LA N     -   0.99998680  x   0.99992249  =   0.99990929
 CQ3172!UTM  15      -   0.99998680  x   0.99967759  =   0.99966439
 CQ3172
 CQ3172:                Primary Azimuth Mark                     Grid Az
 CQ3172:SPC LA N     -  YOUNG AZ MK 2                            001 43 32.2
 CQ3172:UTM  15      -  YOUNG AZ MK 2                            001 27 50.7
 CQ3172
 CQ3172|---------------------------------------------------------------------|
 CQ3172| PID    Reference Object                     Distance      Geod. Az  |
 CQ3172|                                                           dddmmss.s |
 CQ3172| CX7454 YOUNG AZ MK 2                                      0010059.7 |
 CQ3172| CQ3171 YOUNG A                              16.203 METERS 04852     |
 CQ3172| CX7453 YOUNG AZ MK                                        1755815.4 |
 CQ3172| CX7455 YOUNG RM 1                           21.787 METERS 31118     |
 CQ3172| CX7456 YOUNG RM 2                           25.121 METERS 35546     |
 CQ3172|---------------------------------------------------------------------|
 CQ3172
 CQ3172                          SUPERSEDED SURVEY CONTROL
 CQ3172
 CQ3172  NAD 83(1986)-  32 08 37.30115(N)    093 50 27.84169(W) AD(       ) 2
 CQ3172  NAD 27      -  32 08 36.71713(N)    093 50 27.18195(W) AD(       ) 2
 CQ3172  NGVD 29 (07/19/86)  109.9    (m)          361.     (f) VERT ANG       
 CQ3172
 CQ3172.Superseded values are not recommended for survey control.
 CQ3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ3172.See file dsdata.txt to determine how the superseded data were derived.
 CQ3172
 CQ3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR2067956673(NAD 83)
 CQ3172_MARKER: DD = SURVEY DISK
 CQ3172_SETTING: 0 = UNSPECIFIED SETTING
 CQ3172
 CQ3172  HISTORY     - Date     Condition        Report By
 CQ3172  HISTORY     - 1969     MONUMENTED       LADTD
 CQ3172  HISTORY     - 19960907 MARK NOT FOUND   USPSQD
 CQ3172
 CQ3172                          STATION DESCRIPTION
 CQ3172
 CQ3172'DESCRIBED BY LA TRANSP AND DEV 1969 (RT)
 CQ3172'THE STATION IS LOCATED 3.56 MILES SOUTH OF KICKAPOO, LOUISIANA
 CQ3172'AND 4.2 MILES NORTH OF GRAND CANE AND ON PROPERTY OWNED BY
 CQ3172'YOUNG RANCH.  IT IS 28.40 FEET EAST OF THE CENTER OF A GRAVEL
 CQ3172'ROAD, 53.50 FEET EAST OF A 16 INCH PINE TREE, WHICH HAS A
 CQ3172'DIAMOND BLAZE CUT IN BARK FACING STATION, 5.20 FEET EAST OF A
 CQ3172'FENCE, 113.45 FEET SOUTH OF POWER POLE NO. 28, AND 6.45 FEET
 CQ3172'EAST OF A METAL WITNESS POST AND SIGN.  STATION IS SET 8 INCHES
 CQ3172'BELOW THE SURFACE OF THE GROUND IN A PASTURE.  IT IS A
 CQ3172'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3172'SURVEY DISK STAMPED YOUNG 1969 FLUSH WITH THE SURFACE OF THE
 CQ3172'GROUND.
 CQ3172'
 CQ3172'REFERENCE MARK NO. 1 IS 71.48 FEET NORTHWEST OF THE STATION.  IT
 CQ3172'IS 0.90 FOOT EAST OF A FENCE, 66.50 FEET NORTHWEST OF WITNESS
 CQ3172'POST AT STATION, 25.25 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 CQ3172'47.55 FEET NORTH OF A 16 INCH PINE TREE WITH DIAMOND BLAZE, 86.0
 CQ3172'FEET SOUTH-SOUTHWEST OF POWER POLE NO. 28.  IT IS A LOUISIANA
 CQ3172'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY DISK
 CQ3172'STAMPED R.M. NO. 1 YOUNG 1969, PROJECTING 3 INCHES.
 CQ3172'
 CQ3172'REFERENCE MARK NO. 2 IS 82.43 FEET NORTH OF THE STATION.  IT IS
 CQ3172'1.70 FEET WEST OF A FENCE, 81.60 FEET NORTH OF WITNESS POST AT
 CQ3172'STATION, 21.80 FEET EAST OF CENTER OF A GRAVEL ROAD, 31.80 FEET
 CQ3172'SOUTH-SOUTHWEST OF POWER POLE NO. 28, 93.45 FEET NORTH-NORTHEAST
 CQ3172'OF A 16 INCH PINE TREE WITH DIAMOND BLAZE.  IT IS A LOUISIANA
 CQ3172'DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC SURVEY
 CQ3172'DISK STAMPED R.M. NO. 2 YOUNG 1969, PROJECTING 3 INCHES.
 CQ3172'
 CQ3172'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 59.11
 CQ3172'FEET.
 CQ3172'
 CQ3172'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION.  IT IS 69.40
 CQ3172'FEET NORTH OF A 34 INCH OAK TREE, 25.10 FEET NORTHEAST OF
 CQ3172'CENTER OF A GRAVEL ROAD, 1.80 FEET NORTHEAST OF A METAL WITNESS
 CQ3172'POST AND SIGN, 48.20 FEET NORTH-NORTHEAST OF A CULVERT AND
 CQ3172'1.30 FEET SOUTHWEST OF A FENCE.
 CQ3172'
 CQ3172'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ON
 CQ3172'GRAVEL ROAD FOR 0.4 MILE TO MARK SET EAST OF ROAD.  IT IS A
 CQ3172'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3172'SURVEY DISK, STAMPED AZ.MK.YOUNG 1969, PROJECTING 3 INCHES.
 CQ3172'
 CQ3172'AZIMUTH MARK 2 IS 0.4 MILE NORTH OF THE STATION.  IT IS 37.10
 CQ3172'FEET SOUTHWEST OF A GRAVEL ROAD, 2.40 FEET SOUTHWEST OF A METAL
 CQ3172'WITNESS POST AND SIGN, 5.75 FEET NORTHEAST OF A FENCE, 65.40
 CQ3172'FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 115.0 FEET NORTHWEST
 CQ3172'OF A CROSS DRAIN UNDER U.S. HIGHWAY 171.
 CQ3172'
 CQ3172'TO REACH AZIMUTH MARK 2 FROM THE STATION, DRIVE NORTH ALONG
 CQ3172'GRAVEL ROAD FOR 0.4 MILE TO MARK SET ON RIGHT.  IT IS A
 CQ3172'LOUISIANA DEPARTMENT OF HIGHWAYS AND U.S. COAST AND GEODETIC
 CQ3172'SURVEY DISK STAMPED AZ.MK. NO. 2 YOUNG 1969, PROJECTING 3 INCHES.
 CQ3172'
 CQ3172'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 5
 CQ3172'AND U.S. HIGHWAY 171 IN KICKAPOO, DRIVE SOUTH ALONG U.S. HIGHWAY
 CQ3172'171 FOR 3.56 MILES TO GRAVEL ROAD ON RIGHT, THEN DRIVE SOUTH ALONG
 CQ3172'GRAVEL ROAD FOR 0.52 MILE TO STATION ON LEFT IN PASTURE.
 CQ3172
 CQ3172                          STATION RECOVERY (1996)
 CQ3172
 CQ3172'RECOVERY NOTE BY US POWER SQUADRON 1996
 CQ3172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5149 ***********************************************************************
 BJ5149  DESIGNATION -  YOUNG RESET
 BJ5149  PID         -  BJ5149
 BJ5149  STATE/COUNTY-  LA/LAFAYETTE
 BJ5149  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5149
 BJ5149                         *CURRENT SURVEY CONTROL
 BJ5149  ___________________________________________________________________
 BJ5149* NAD 83(1992)-  30 04 48.29933(N)    091 59 25.62804(W)     ADJUSTED  
 BJ5149* NAVD 88     -         8.26   (+/-2cm)      27.1  **(feet)  VERTCON   
 BJ5149  **This station is located in a subsidence area (see below).
 BJ5149  ___________________________________________________________________
 BJ5149  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5149  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ5149
 BJ5149  HORZ ORDER  -  FIRST
 BJ5149  VERT ORDER  -  THIRD ? (See Below)
 BJ5149
 BJ5149.The horizontal coordinates were established by classical geodetic methods
 BJ5149.and adjusted by the National Geodetic Survey in January 1993..
 BJ5149
 BJ5149 ** The orthometric height has not been validated since last determined
 BJ5149 ** by differential leveling and should not be used for control purposes.
 BJ5149 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5149 ** area with valid NAVD 88 orthometric heights.
 BJ5149 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5149 ** epoch indicated which incorporates improved geoid heights for the
 BJ5149 ** Southern Louisiana Subsidence area.
 BJ5149 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5149.The vertical order pertains to the NGVD 29 superseded value.
 BJ5149
 BJ5149.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5149
 BJ5149.The geoid height was determined by GEOID03.
 BJ5149
 BJ5149;                    North         East     Units Scale Factor Converg.
 BJ5149;SPC LA S     -   175,324.858   936,653.002   MT  0.99992670   -0 19 42.8
 BJ5149;SPC LA S     -   575,211.64  3,073,002.39   sFT  0.99992670   -0 19 42.8
 BJ5149;UTM  15      - 3,328,088.906   597,292.796   MT  0.99971678   +0 30 21.7
 BJ5149
 BJ5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5149!SPC LA S     -   1.00000296  x   0.99992670  =   0.99992966
 BJ5149!UTM  15      -   1.00000296  x   0.99971678  =   0.99971974
 BJ5149
 BJ5149:                Primary Azimuth Mark                     Grid Az
 BJ5149:SPC LA S     -  BROUSSARDVILLE MUNICIPAL TANK            021 12 06.8
 BJ5149:UTM  15      -  BROUSSARDVILLE MUNICIPAL TANK            020 22 02.3
 BJ5149
 BJ5149|---------------------------------------------------------------------|
 BJ5149| PID    Reference Object                     Distance      Geod. Az  |
 BJ5149|                                                           dddmmss.s |
 BJ5149| BJ5165 BROUSSARDVILLE MUNICIPAL TANK       APPROX. 8.0 KM 0205224.0 |
 BJ5149| BJ5164 BROUSSARDVILLE BEOS SUGAR TANK      APPROX. 7.4 KM 0340227.0 |
 BJ5149| BJ5161 YOUNG RM 4                           17.404 METERS 11132     |
 BJ5149| AU2591 NEW IBERIA TECHE RICE CO TANK       APPROX.20.4 KM 1161407.5 |
 BJ5149| AU2592 NEW IBERIA BOLDT PAPER CO STK       APPROX.20.5 KM 1163042.1 |
 BJ5149| BJ5136 NEW IBERIA ST PETERS CATH CH        APPROX.18.5 KM 1164735.9 |
 BJ5149| CW1674 YOUNG AZ MK                                        1512114.9 |
 BJ5149| CW1675 YOUNG RM 1                                         18044     |
 BJ5149| CW1677 YOUNG RM 3                           35.430 METERS 18128     |
 BJ5149| AV0589 ERATH CATHOLIC CHURCH STEEPLE       APPROX.14.7 KM 1970457.8 |
 BJ5149| AV0594 ERATH MUN WATER TANK                APPROX.14.3 KM 1972231.4 |
 BJ5149| CW1676 YOUNG RM 2                           30.629 METERS 27004     |
 BJ5149| BJ5148 YOUNGSVILLE MUNICIPAL TANK          APPROX. 2.6 KM 3544424.7 |
 BJ5149|---------------------------------------------------------------------|
 BJ5149
 BJ5149                          SUPERSEDED SURVEY CONTROL
 BJ5149
 BJ5149  NAD 83(1986)-  30 04 48.31942(N)    091 59 25.62227(W) AD(       ) 1
 BJ5149  NAD 27      -  30 04 47.58663(N)    091 59 25.18683(W) AD(       ) 1
 BJ5149  NGVD 29 (07/19/86)    8.27   (m)           27.1    (f) LEVELING    3  
 BJ5149
 BJ5149.Superseded values are not recommended for survey control.
 BJ5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5149.See file dsdata.txt to determine how the superseded data were derived.
 BJ5149
 BJ5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9729328089(NAD 83)
 BJ5149_MARKER: DS = TRIANGULATION STATION DISK
 BJ5149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ5149
 BJ5149  HISTORY     - Date     Condition        Report By
 BJ5149  HISTORY     - 1931     MONUMENTED       CGS
 BJ5149  HISTORY     - 1936     GOOD             LAGS
 BJ5149  HISTORY     - 1938     GOOD             LAGS
 BJ5149  HISTORY     - 1967     SEE DESCRIPTION  CGS
 BJ5149  HISTORY     - 1967     GOOD             CGS
 BJ5149  HISTORY     - 1969     GOOD             CGS
 BJ5149
 BJ5149                          STATION DESCRIPTION
 BJ5149
 BJ5149'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BJ5149'STATION IS ABOUT 12 MILES NW OF NEW IBERIA, 10 MILES S OF
 BJ5149'LAFAYETTE, AND 1 MILE S OF VILLAGE OF YOUNGSVILLE, ON PROPERTY
 BJ5149'OF DR. R.O. YOUNG OF YOUNGSVILLE.
 BJ5149'
 BJ5149'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BJ5149'DISKS SET IN CONCRETE.
 BJ5149'
 BJ5149'REFERENCE MARK NO. 1 IS IN A FENCE LINE, 22.60 FEET E OF
 BJ5149'CENTER LINE OF ROAD, AND 0.3 MILE FROM STATION
 BJ5149'S 0 DEG 44 MIN W.
 BJ5149'
 BJ5149'REFERENCE MARK NO. 2 IS 59.50 FEET W OF ROAD, AND 100.51 FEET
 BJ5149'FROM STATION N 89 DEG 56 MIN W.
 BJ5149'
 BJ5149'AZIMUTH FROM THE STATION TO YOUNGSVILLE MUNICIPAL WATER TANK IS
 BJ5149'N5 DEG 26 MIN W.
 BJ5149'
 BJ5149'TO REACH THE STATION FROM YOUNGSVILLE, GO BY GRAVEL ROAD
 BJ5149'JUST W OF A LARGE FRAME CHURCH 1.3 MILES TO STATION, WHICH
 BJ5149'IS 225 YARDS S OF RAILROAD CROSSING AT MARCIE STATION, 24.30
 BJ5149'FEET NE OF DOUBLE GATE LEADING INTO PASTURE, 19.45 FEET E
 BJ5149'OF PROPERTY LINE FENCE, 41.01 FEET E OF CENTER LINE OF ROAD,
 BJ5149'AND 40 YARDS SW OF SMALL POND.
 BJ5149
 BJ5149                          STATION RECOVERY (1936)
 BJ5149
 BJ5149'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1936
 BJ5149'STATION RECOVERED.  ORIGINAL DESCRIPTION CORRECT.
 BJ5149
 BJ5149                          STATION RECOVERY (1938)
 BJ5149
 BJ5149'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1938
 BJ5149'STATION WAS FOUND IN GOOD CONDITION AND VERY EASILY FOUND WITH
 BJ5149'THE DESCRIPTION GIVEN.
 BJ5149
 BJ5149                          STATION RECOVERY (1967)
 BJ5149
 BJ5149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 BJ5149'THE STATION WAS VISITED 3-28-67 AND THE STATION SURFACE MARK
 BJ5149'AND SUB-SURFACE MARK AND R.M. NO. 1 WERE FOUND DESTROYED.  R.M.
 BJ5149'NO. 2 WAS FOUND IN GOOD CONDITION, UNDISTURBED.  A NEW STATION
 BJ5149'MARK WAS ESTABLISHED BY THE MEASUREMENT FROM R.M. NO. 2 AND
 BJ5149'THE INTERSECTION OF THE DIRECTIONS TO YOUNGVILLE WATER TANK,
 BJ5149'ROUSSARDVILLE BEAS, SUGAR REFINERY WATER TANK AND THE REFERENCE
 BJ5149'MARK NO. 2.  SURFACE AND UNDERGROUND MARK WAS ESTABLISHED.
 BJ5149'R.M. NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 BJ5149'FOLLOWS--
 BJ5149'
 BJ5149'THE STATION IS LOCATED ABOUT 12 MILES NW OF NEW IBERIA, 10 MILES
 BJ5149'S OF LAFAYETTE AND ABOUT 1.2 MILES S OF YOUNGSVILLE ON PROPERTY
 BJ5149'OWNED BY YOUNGVILLE INCORPORATED AND SUPERVISED BY MR. M.V.
 BJ5149'YARBOURGH, IN THE WEST EDGE OF AN OPEN FIELD ABOUT 0.15 MILE S
 BJ5149'OF A RAILROAD CROSSING.  THE STATION IS 45 FT. E OF THE
 BJ5149'CENTERLINE OF STATE HIGHWAY 89, 20 FT. S OF PROJECTED CENTERLINE
 BJ5149'OF DRIVEWAY TO SMALL WHITE HOUSE TO THE WEST, 87 FT. E OF A
 BJ5149'FENCE CORNER WEST OF ROAD AND ON THE EXTENSION OF THE E-W
 BJ5149'FENCE LINE OF THIS FENCE CORNER, 133 FT. S OF A POWER POLE,
 BJ5149'146 FT. N OF A POWER POLE, 71 FT. N OF PROJECTED PLANE OF N
 BJ5149'WALL OF BRICK HOUSE WEST OF STATION, 19 FT. E OF A METAL
 BJ5149'WITNESS POST, 7 FT. E OF EDGE OF DITCH.  IT IS A STANDARD
 BJ5149'TRIANGULATION DISK STAMPED YOUNG 1931 1967 PROJECTS 2 INCHES.
 BJ5149'
 BJ5149'REFERENCE MARK NO. 2 IS 100.51 FT. W OF THE STATION, 1 FOOT S
 BJ5149'OF AN E-W FENCE LINE, 14 FT. W OF A FENCE CORNER, 56 FT. OF
 BJ5149'THE CENTERLINE OF STATE HIGHWAY 89, 12 FT. SE OF SOUTHEAST CORNER
 BJ5149'OF A CATTLE GUARD, 17 FT. NW OF N ONE OF TWO CEDAR TREES IN
 BJ5149'NE CORNER OF FRONT YARD OF RED BRICK HOUSE.  IT IS A STANDARD
 BJ5149'REFERENCE MARK DISK STAMPED YOUNG NO. 2 1931, PROJECTS 4
 BJ5149'INCHES.
 BJ5149'
 BJ5149'REFERENCE MARK NO. 3 IS 116.26 FT. S OF STATION, 29 FT. N OF A
 BJ5149'POWER POLE, 42 FT. E OF THE CENTERLINE OF STATE HIGHWAY 89,
 BJ5149'5 FT. E OF EDGE OF DITCH, 1 FOOT N OF METAL WITNESS POST.  IT IS
 BJ5149'A STANDARD REFERENCE MARK DISK STAMPED YOUNG 1931 NO. 3 1967,
 BJ5149'PROJECTS 2 INCHES.
 BJ5149'
 BJ5149'THE YOUNGSVILLE MUNICIPAL WATER TANK WAS USED AS THE AZIMUTH
 BJ5149'MARK.
 BJ5149'
 BJ5149'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ5149'734 AND 89 ONE BLOCK WEST OF CATHOLIC CHURCH IN YOUNGSVILLE, GO
 BJ5149'SOUTH ON STATE HIGHWAY 89 FOR 1.15 MILES TO A RAILROAD CROSSING,
 BJ5149'CONTINUE SOUTH FOR 0.15 MILE TO THE MARK ON THE LEFT.
 BJ5149'
 BJ5149'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BJ5149'
 BJ5149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES S OF
 BJ5149'YOUNGSVILLE
 BJ5149
 BJ5149                          STATION RECOVERY (1967)
 BJ5149
 BJ5149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RT)
 BJ5149'STATION AND REFERENCE MARKS NOS. 2 AND 3 FOUND IN GOOD CONDITION.
 BJ5149'THE STATION WAS RESET IN 1967 BY MR. AL HANSEN.  THE STATION IS
 BJ5149'LOCATED ABOUT 1.00 MILE SOUTH ALONG STATE HIGHWAY 89, FROM
 BJ5149'YOUNGSVILLE, 5.75 FEET EAST OF A METAL WITNESS POST AND SIGN,
 BJ5149'45.35 FEET EAST OF THE CENTER OF STATE HIGHWAY 89, 19.20 FEET EAST
 BJ5149'NORTHEAST OF THE NORTH END OF A CULVERT, 109.0 FEET SOUTHEAST OF A
 BJ5149'HIGHWAY RIGHT OF WAY MARKER, 500 FEET SOUTH OF A RAILROAD
 BJ5149'CROSSING, 116.0 FEET NORTH OF REFERENCE MARK NO. 3, AND 100.30
 BJ5149'FEET EAST OF REFERENCE MARK NO. 2.
 BJ5149'
 BJ5149'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
 BJ5149'POST THAT IS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 BJ5149'GROUND.  STATION IS STAMPED YOUNG 1931-1967, U. S. C. AND G. S.
 BJ5149'
 BJ5149'TO REACH THIS STATION FROM YOUNGSVILLE, FOLLOW STATE HIGHWAY 89 SOUTH
 BJ5149'FROM THE TOWN LIMITS FOR 1 MILE TO THE STATION WHICH IS SET ON THE
 BJ5149'EAST OF THE HIGHWAY NEAR A RAILROAD CROSSING.
 BJ5149'
 BJ5149'REFERENCE MARK NO. 2 IS SET 100.3 FEET WEST OF STATION ON THE WEST
 BJ5149'SIDE OF STATE HIGHWAY 89.  STATION IS 55.0 FEET WEST OF THE CENTER
 BJ5149'OF THE HIGHWAY.
 BJ5149'
 BJ5149'REFERENCE MARK NO. 3 IS SET 116.0 FEET SOUTH OF THE STATION ON THE
 BJ5149'EAST SIDE OF STATE HIGHWAY 89.
 BJ5149
 BJ5149                          STATION RECOVERY (1969)
 BJ5149
 BJ5149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5149'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED
 BJ5149'IN 1967 BY AL HANSEN.  DUE TO OVERHEAD POWER LINES A TOWER COULD NOT
 BJ5149'BE ERECTED OVER THE STATION.  A REFERENCE MARK 4 WAS ESTABLISHED
 BJ5149'AND OCCUPIED AS A STATION, ALSO AN AZIMUTH MARK WAS ESTABLISHED AT
 BJ5149'THIS TIME.
 BJ5149'
 BJ5149'SEE DESCRIPTION FOR YOUNG RM 4 FOR DESCRIPTION OF MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5161 ***********************************************************************
 BJ5161  DESIGNATION -  YOUNG RM 4
 BJ5161  PID         -  BJ5161
 BJ5161  STATE/COUNTY-  LA/LAFAYETTE
 BJ5161  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5161
 BJ5161                         *CURRENT SURVEY CONTROL
 BJ5161  ___________________________________________________________________
 BJ5161* NAD 83(1992)-  30 04 48.09187(N)    091 59 25.02351(W)     ADJUSTED  
 BJ5161* NAVD 88     -         7.70   (+/-2cm)      25.3  **(feet)  VERTCON   
 BJ5161  **This station is located in a subsidence area (see below).
 BJ5161  ___________________________________________________________________
 BJ5161  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5161  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ5161
 BJ5161  HORZ ORDER  -  FIRST
 BJ5161  VERT ORDER  -  THIRD ? (See Below)
 BJ5161
 BJ5161.The horizontal coordinates were established by classical geodetic methods
 BJ5161.and adjusted by the National Geodetic Survey in January 1993..
 BJ5161
 BJ5161 ** The orthometric height has not been validated since last determined
 BJ5161 ** by differential leveling and should not be used for control purposes.
 BJ5161 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5161 ** area with valid NAVD 88 orthometric heights.
 BJ5161 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5161 ** epoch indicated which incorporates improved geoid heights for the
 BJ5161 ** Southern Louisiana Subsidence area.
 BJ5161 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5161.The vertical order pertains to the NGVD 29 superseded value.
 BJ5161
 BJ5161.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5161
 BJ5161.The geoid height was determined by GEOID03.
 BJ5161
 BJ5161;                    North         East     Units Scale Factor Converg.
 BJ5161;SPC LA S     -   175,318.377   936,669.153   MT  0.99992669   -0 19 42.5
 BJ5161;SPC LA S     -   575,190.38  3,073,055.38   sFT  0.99992669   -0 19 42.5
 BJ5161;UTM  15      - 3,328,082.663   597,309.037   MT  0.99971682   +0 30 22.0
 BJ5161
 BJ5161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5161!SPC LA S     -   1.00000304  x   0.99992669  =   0.99992973
 BJ5161!UTM  15      -   1.00000304  x   0.99971682  =   0.99971986
 BJ5161
 BJ5161:                Primary Azimuth Mark                     Grid Az
 BJ5161:SPC LA S     -  BROUSSARDVILLE MUNICIPAL TANK            021 04 40.3
 BJ5161:UTM  15      -  BROUSSARDVILLE MUNICIPAL TANK            020 14 35.8
 BJ5161
 BJ5161|---------------------------------------------------------------------|
 BJ5161| PID    Reference Object                     Distance      Geod. Az  |
 BJ5161|                                                           dddmmss.s |
 BJ5161| BJ5165 BROUSSARDVILLE MUNICIPAL TANK       APPROX. 8.0 KM 0204457.8 |
 BJ5161| BJ5164 BROUSSARDVILLE BEOS SUGAR TANK      APPROX. 7.4 KM 0335435.8 |
 BJ5161| BJ5146 ST MARTINVILLE NW MUN TANK          APPROX.15.8 KM 0713240.5 |
 BJ5161| BJ5145 ST MARTINVILLE SE MUN TANK          APPROX.16.3 KM 0731338.0 |
 BJ5161| BJ5160 LOZES SOILEAU FOOD CO TANK          APPROX. 5.1 KM 1490959.2 |
 BJ5161| CW1674 YOUNG AZ MK                                        1520402.6 |
 BJ5161| BJ5163 LOZES TV STA KLNI MAST              APPROX. 3.5 KM 1901518.9 |
 BJ5161| CW1677 YOUNG RM 3                           33.702 METERS 21029     |
 BJ5161| CW1676 YOUNG RM 2                           47.256 METERS 27749     |
 BJ5161| BK2759 YOUNGSVILLE TEX GAS MW MAST         APPROX. 4.1 KM 2821155.3 |
 BJ5161| BJ5149 YOUNG RESET                          17.404 METERS 29132     |
 BJ5161| BJ5148 YOUNGSVILLE MUNICIPAL TANK          APPROX. 2.6 KM 3542347.7 |
 BJ5161|---------------------------------------------------------------------|
 BJ5161
 BJ5161                          SUPERSEDED SURVEY CONTROL
 BJ5161
 BJ5161  NAD 83(1986)-  30 04 48.11190(N)    091 59 25.01757(W) AD(       ) 1
 BJ5161  NAD 27      -  30 04 47.37915(N)    091 59 24.58232(W) AD(       ) 1
 BJ5161  NGVD 29 (07/19/86)    7.71   (m)           25.3    (f) LEVELING    3  
 BJ5161
 BJ5161.Superseded values are not recommended for survey control.
 BJ5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5161.See file dsdata.txt to determine how the superseded data were derived.
 BJ5161
 BJ5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9730928083(NAD 83)
 BJ5161_MARKER: DR = REFERENCE MARK DISK
 BJ5161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ5161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BJ5161
 BJ5161  HISTORY     - Date     Condition        Report By
 BJ5161  HISTORY     - 1969     MONUMENTED       CGS
 BJ5161  HISTORY     - 19950401 MARK NOT FOUND   USPSQD
 BJ5161
 BJ5161                          STATION DESCRIPTION
 BJ5161
 BJ5161'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5161'THE STATION IS ABOUT 11 MILES NORTHWEST OF IBERIA, 5 MILES
 BJ5161'SOUTH-SOUTHWEST OF BROUSSARD, 1 MILE SOUTH OF YOUNGSVILLE AND ON
 BJ5161'LAND OWNED BY THE YOUNG INDUSTRIES INCORPORATED.
 BJ5161'
 BJ5161'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 89 AND 734
 BJ5161'IN YOUNGSVILLE, GO SOUTH ON HIGHWAY 89 FOR 1.1 MILES TO A RAILROAD
 BJ5161'CROSSING, CONTINUE SOUTH ON THE HIGHWAY FOR 0.15 MILE TO THE
 BJ5161'STATION ON THE LEFT, EAST SIDE OF HIGHWAY.
 BJ5161'
 BJ5161'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED YOUNG NO 4
 BJ5161'1931 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BJ5161'MONUMENT, THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 137
 BJ5161'FEET NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, 165 FEET
 BJ5161'SOUTHEAST OF A POWER LINE POLE, 98 FEET EAST OF THE CENTERLINE OF
 BJ5161'HIGHWAY 89 AND 62 FEET EAST OF A METAL WITNESS POST.  THE
 BJ5161'UNDERGROUND STATION MARK IS A STANDARD REFERENCE MARK DISK SET 36
 BJ5161'INCHES BELOW THE GROUND SURFACE.
 BJ5161'
 BJ5161'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED YOUNG NO 2 1931, SET IN
 BJ5161'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 6
 BJ5161'INCHES.  IT IS 120 FEET NORTHWEST OF THE POWER LINE POLE WITH
 BJ5161'TRANSFORMER, 56 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 17
 BJ5161'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 16 FEET NORTH-NORTHEAST OF
 BJ5161'A 6-INCH CEDAR TREE AND 2 FEET SOUTH OF A FENCE.
 BJ5161'
 BJ5161'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED YOUNG NO 3 1931, SET IN
 BJ5161'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 BJ5161'2 INCHES.  IT IS 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 29
 BJ5161'FEET NORTH OF THE POWER LINE POLE WITH TRANSFORMER AND 1 FOOT
 BJ5161'NORTH OF A METAL WITNESS POST.
 BJ5161'
 BJ5161'YOUNG 1931 1967 IS A STANDARD DISK, STAMPED YOUNG 1931 1967, SET IN
 BJ5161'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH.
 BJ5161'IT IS 146 FEET NORTH OF THE POWER LINE POLE WITH TRANSFORMER, 132
 BJ5161'FEET SOUTH OF THE POWER LINE POLE, 45 FEET EAST OF THE CENTERLINE
 BJ5161'OF THE HIGHWAY AND 5 FEET EAST OF A METAL WITNESS POST.
 BJ5161'
 BJ5161'AZIMUTH MARK IS A STANDARD DISK, STAMPED YOUNG 1931 1969, SET IN THE
 BJ5161'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 BJ5161'INCHES.  IT IS 15 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 1.5
 BJ5161'FEET SOUTHWEST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH OF A
 BJ5161'FENCE.  TO REACH THE MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 BJ5161'89 FOR 0.35 MILE TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND
 BJ5161'GO EAST ON GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT,
 BJ5161'NORTH SIDE OF GRAVELED ROAD.
 BJ5161'
 BJ5161'HEIGHT OF LIGHT ABOVE STATION MARK 38.7 METERS.
 BJ5161
 BJ5161                          STATION RECOVERY (1995)
 BJ5161
 BJ5161'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ5148 ***********************************************************************
 BJ5148  DESIGNATION -  YOUNGSVILLE MUNICIPAL TANK
 BJ5148  PID         -  BJ5148
 BJ5148  STATE/COUNTY-  LA/LAFAYETTE
 BJ5148  USGS QUAD   -  YOUNGSVILLE (1983)
 BJ5148
 BJ5148                         *CURRENT SURVEY CONTROL
 BJ5148  ___________________________________________________________________
 BJ5148* NAD 83(1992)-  30 06 11.79511(N)    091 59 34.46840(W)     ADJUSTED  
 BJ5148* NAVD 88     -                                                        
 BJ5148  **This station is located in a subsidence area (see below).
 BJ5148  ___________________________________________________________________
 BJ5148  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ5148  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ5148
 BJ5148  HORZ ORDER  -  THIRD
 BJ5148
 BJ5148.The horizontal coordinates were established by classical geodetic methods
 BJ5148.and adjusted by the National Geodetic Survey in January 1993..
 BJ5148
 BJ5148 ** The orthometric height has not been validated since last determined
 BJ5148 ** by differential leveling and should not be used for control purposes.
 BJ5148 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 BJ5148 ** area with valid NAVD 88 orthometric heights.
 BJ5148 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5148 ** epoch indicated which incorporates improved geoid heights for the
 BJ5148 ** Southern Louisiana Subsidence area.
 BJ5148 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5148
 BJ5148.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5148
 BJ5148.The geoid height was determined by GEOID03.
 BJ5148
 BJ5148;                    North         East     Units Scale Factor Converg.
 BJ5148;SPC LA S     -   177,897.054   936,431.074   MT  0.99992734   -0 19 47.3
 BJ5148;SPC LA S     -   583,650.58  3,072,274.28   sFT  0.99992734   -0 19 47.3
 BJ5148;UTM  15      - 3,330,657.056   597,033.472   MT  0.99971616   +0 30 18.6
 BJ5148
 BJ5148                          SUPERSEDED SURVEY CONTROL
 BJ5148
 BJ5148  NAD 83(1986)-  30 06 11.81514(N)    091 59 34.46262(W) AD(       ) 4
 BJ5148  NAD 27      -  30 06 11.08439(N)    091 59 34.02826(W) AD(       ) 3
 BJ5148
 BJ5148.Superseded values are not recommended for survey control.
 BJ5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ5148.See file dsdata.txt to determine how the superseded data were derived.
 BJ5148
 BJ5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9703330657(NAD 83)
 BJ5148_MARKER: 51 = TANK
 BJ5148
 BJ5148  HISTORY     - Date     Condition        Report By
 BJ5148  HISTORY     - 1931     FIRST OBSERVED   CGS
 BJ5148  HISTORY     - 1969     GOOD             CGS
 BJ5148  HISTORY     - 19950306 POOR             USPSQD
 BJ5148  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BJ5148
 BJ5148                          STATION DESCRIPTION
 BJ5148
 BJ5148'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 BJ5148'THE BALL AT THE TOP OF THE YOUNGSVILLE MUNICIPAL WATER TANK, LOCATED
 BJ5148'AT THE NORTH SIDE OF YOUNGSVILLE, ABOUT 0.1 MILE NORTHEAST OF THE
 BJ5148'INTERSECTION OF IBERIA STREET AND SCHOOL STREET.  THE TANK IS
 BJ5148'PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS
 BJ5148'ABOUT 155 FEET HIGH.
 BJ5148
 BJ5148                          STATION RECOVERY (1995)
 BJ5148
 BJ5148'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ5148'MARK RECOVERED IN POOR CONDITION.
 BJ5148
 BJ5148                          STATION RECOVERY (2004)
 BJ5148
 BJ5148'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BJ5148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1336 ***********************************************************************
 AT1336  DESIGNATION -  YSCLOSKEY GAS CO MAST
 AT1336  PID         -  AT1336
 AT1336  STATE/COUNTY-  LA/ST BERNARD
 AT1336  USGS QUAD   -  DELACROIX (1994)
 AT1336
 AT1336                         *CURRENT SURVEY CONTROL
 AT1336  ___________________________________________________________________
 AT1336* NAD 83(1992)-  29 51 56.20288(N)    089 49 41.88819(W)     ADJUSTED  
 AT1336* NAVD 88     -                                                        
 AT1336  **This station is located in a subsidence area (see below).
 AT1336  ___________________________________________________________________
 AT1336  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AT1336  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AT1336
 AT1336  HORZ ORDER  -  THIRD
 AT1336
 AT1336.The horizontal coordinates were established by classical geodetic methods
 AT1336.and adjusted by the National Geodetic Survey in January 1993..
 AT1336
 AT1336 ** The orthometric height has not been validated since last determined
 AT1336 ** by differential leveling and should not be used for control purposes.
 AT1336 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1336 ** area with valid NAVD 88 orthometric heights.
 AT1336 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1336 ** epoch indicated which incorporates improved geoid heights for the
 AT1336 ** Southern Louisiana Subsidence area.
 AT1336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1336
 AT1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1336
 AT1336.The geoid height was determined by GEOID03.
 AT1336
 AT1336;                    North         East     Units Scale Factor Converg.
 AT1336;SPC LA S     -   152,325.250 1,145,395.532   MT  0.99992851   +0 45 09.1
 AT1336;SPC LA S     -   499,753.76  3,757,851.84   sFT  0.99992851   +0 45 09.1
 AT1336;UTM  16      - 3,307,253.820   226,793.669   MT  1.00052104   -1 24 33.4
 AT1336
 AT1336                          SUPERSEDED SURVEY CONTROL
 AT1336
 AT1336  NAD 83(1986)-  29 51 56.21458(N)    089 49 41.89031(W) AD(       ) 4
 AT1336  NAD 27      -  29 51 55.47472(N)    089 49 41.66231(W) AD(       ) 3
 AT1336
 AT1336.Superseded values are not recommended for survey control.
 AT1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1336.See file dsdata.txt to determine how the superseded data were derived.
 AT1336
 AT1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2679407254(NAD 83)
 AT1336
 AT1336  HISTORY     - Date     Condition        Report By
 AT1336  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1336  HISTORY     - 1971     GOOD             NGS
 AT1336
 AT1336                          STATION DESCRIPTION
 AT1336
 AT1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1336'ORIGINAL DESCRIPTION NOT AVAILABLE.
 AT1336'
 AT1336'STATION IS A RADIO MAST OWNED BY SOUTHERN NATURAL GAS COMPANY WITH
 AT1336'CALL LETTERS KKJ 607.  THE STATION IS A THREE LEGGED STEEL STRUCTURE
 AT1336'PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS.  THE OVERALL HEIGHT
 AT1336'IS 403 FEET.
 AT1336'
 AT1336'TO REACH THE STATION FROM THE INTERSECTION OF PARIS ROAD AND
 AT1336'ST. BERNARD HIGHWAY (STATE HIGHWAYS 47-39-46), PROCEED SOUTHEASTERLY
 AT1336'ON ST. BERNARD HIGHWAY (STATE HIGHWAYS 39-46) FOR 7.25 MILES TO
 AT1336'FORK IN ROAD.  TAKE LEFT FORK (STATE HIGHWAY 46) GO EAST 3.75 MILES
 AT1336'TO A GRAVEL ROAD RIGHT.  PROCEED SOUTH ON GRAVEL ROAD FOR 0.25
 AT1336'MILES TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST THROUGH GATE
 AT1336'FOR 0.1 MILE TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT1266 ***********************************************************************
 AT1266  DESIGNATION -  YSCLOSKEY MUNICIPAL TANK
 AT1266  PID         -  AT1266
 AT1266  STATE/COUNTY-  LA/ST BERNARD
 AT1266  USGS QUAD   -  YSCLOSKEY (1994)
 AT1266
 AT1266                         *CURRENT SURVEY CONTROL
 AT1266  ___________________________________________________________________
 AT1266* NAD 83(1992)-  29 50 29.59431(N)    089 41 34.97303(W)     ADJUSTED  
 AT1266* NAVD 88     -                                                        
 AT1266  **This station is located in a subsidence area (see below).
 AT1266  ___________________________________________________________________
 AT1266  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AT1266  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AT1266
 AT1266  HORZ ORDER  -  THIRD
 AT1266
 AT1266.The horizontal coordinates were established by classical geodetic methods
 AT1266.and adjusted by the National Geodetic Survey in May 1994..
 AT1266
 AT1266 ** The orthometric height has not been validated since last determined
 AT1266 ** by differential leveling and should not be used for control purposes.
 AT1266 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for stations in this
 AT1266 ** area with valid NAVD 88 orthometric heights.
 AT1266 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1266 ** epoch indicated which incorporates improved geoid heights for the
 AT1266 ** Southern Louisiana Subsidence area.
 AT1266 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT1266
 AT1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT1266
 AT1266.The geoid height was determined by GEOID03.
 AT1266
 AT1266;                    North         East     Units Scale Factor Converg.
 AT1266;SPC LA S     -   149,838.219 1,158,499.260   MT  0.99992959   +0 49 12.6
 AT1266;SPC LA S     -   491,594.22  3,800,842.99   sFT  0.99992959   +0 49 12.6
 AT1266;UTM  16      - 3,304,272.723   239,801.413   MT  1.00043541   -1 20 27.0
 AT1266
 AT1266                          SUPERSEDED SURVEY CONTROL
 AT1266
 AT1266  NAD 83(1992)-  29 50 29.59896(N)    089 41 34.96982(W) AD(       ) 4
 AT1266  NAD 83(1986)-  29 50 29.60664(N)    089 41 34.97250(W) AD(       ) 4
 AT1266  NAD 27      -  29 50 28.86389(N)    089 41 34.76666(W) AD(       ) 3
 AT1266
 AT1266.Superseded values are not recommended for survey control.
 AT1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT1266.See file dsdata.txt to determine how the superseded data were derived.
 AT1266
 AT1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3980104273(NAD 83)
 AT1266_MARKER: 53 = ELEVATED TANK
 AT1266
 AT1266  HISTORY     - Date     Condition        Report By
 AT1266  HISTORY     - 1966     FIRST OBSERVED   CGS
 AT1266  HISTORY     - 1971     GOOD             NGS
 AT1266
 AT1266                          STATION DESCRIPTION
 AT1266
 AT1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RDO)
 AT1266'NO ORIGINAL DESCRIPTION AVAILABLE.
 AT1266'
 AT1266'STATION IS A 4 LEGGED SELF SUPPORTED STEEL WATER TANK PAINTED SILVER
 AT1266'WITH AN OVERALL HEIGHT OF 126 FT.
 AT1266'
 AT1266'STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE SOUTH END OF LAKE
 AT1266'BORGNE, JUST SOUTH OF STATE HIGHWAY 46 AND IN AN OPEN FIELD BEHIND A
 AT1266'SMALL STOCKYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1559 ***********************************************************************
 BW1559  DESIGNATION -  YY 43
 BW1559  PID         -  BW1559
 BW1559  STATE/COUNTY-  LA/CATAHOULA
 BW1559  USGS QUAD   -  JONESVILLE NORTH (1983)
 BW1559
 BW1559                         *CURRENT SURVEY CONTROL
 BW1559  ___________________________________________________________________
 BW1559* NAD 83(1986)-  31 44 34.     (N)    091 49 40.     (W)     SCALED    
 BW1559* NAVD 88     -        19.68   (+/-2cm)      64.6    (feet)  VERTCON   
 BW1559  ___________________________________________________________________
 BW1559  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BW1559
 BW1559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1559
 BW1559.The horizontal coordinates were scaled from a topographic map and have
 BW1559.an estimated accuracy of +/- 6 seconds.
 BW1559
 BW1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1559.The vertical order pertains to the NGVD 29 superseded value.
 BW1559
 BW1559.The geoid height was determined by GEOID03.
 BW1559
 BW1559;                    North         East    Units  Estimated Accuracy
 BW1559;SPC LA N     -   137,990.    1,063,690.      MT  (+/- 180 meters Scaled)
 BW1559
 BW1559                          SUPERSEDED SURVEY CONTROL
 BW1559
 BW1559  NGVD 29 (??/??/92)   19.686  (m)           64.59   (f) ADJ UNCH    2 0
 BW1559
 BW1559.Superseded values are not recommended for survey control.
 BW1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1559.See file dsdata.txt to determine how the superseded data were derived.
 BW1559
 BW1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR110125(NAD 83)
 BW1559_MARKER: DB = BENCH MARK DISK
 BW1559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1559_SP_SET: BRIDGE
 BW1559_STAMPING: YY 43 1950
 BW1559_MARK LOGO: CGS   
 BW1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1559+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 BW1559
 BW1559  HISTORY     - Date     Condition        Report By
 BW1559  HISTORY     - 1950     MONUMENTED       CGS
 BW1559  HISTORY     - 19950221 GOOD             LADTD
 BW1559
 BW1559                          STATION DESCRIPTION
 BW1559
 BW1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1559'2.2 MI SW FROM HARRISONBURG.
 BW1559'0.5 MILE WEST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 BW1559'HARRISONBURG, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 18, SET IN
 BW1559'THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST END OF THE PEDESTRIAN
 BW1559'WALK OF THE NEW CONCRETE BRIDGE OVER BUSHLEY BAYOU, 13.2 FEET EAST OF
 BW1559'THE CENTER OF THE BRIDGE, 4.4 FEET SOUTH OF THE SOUTHEAST END OF THE
 BW1559'BRIDGE APPROACH.
 BW1559
 BW1559                          STATION RECOVERY (1995)
 BW1559
 BW1559'RECOVERY NOTE BY LA TRANSP AND DEV 1995 (SLC)
 BW1559'THIS STATION IS TO BE DESTROYED IN THE NEAR FUTURE WITH THE REPLACMENT
 BW1559'OF THE OLD BRIDGE WITH A NEW ONE.  AT THIS TIME A NEW BENCH MARK WAS
 BW1559'SET STAMPED YY 43 RESET 1995 TO REPLACE THE OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8256 ***********************************************************************
 AC8256  DESIGNATION -  YY 43 RESET
 AC8256  PID         -  AC8256
 AC8256  STATE/COUNTY-  LA/CATAHOULA
 AC8256  USGS QUAD   -  JONESVILLE NORTH (1983)
 AC8256
 AC8256                         *CURRENT SURVEY CONTROL
 AC8256  ___________________________________________________________________
 AC8256* NAD 83(1986)-  31 44 34.     (N)    091 49 42.     (W)     SCALED    
 AC8256* NAVD 88     -        17.12   (+/-2cm)      56.2    (feet)  VERTCON   
 AC8256  ___________________________________________________________________
 AC8256  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AC8256
 AC8256  VERT ORDER  -  THIRD (See Below)
 AC8256
 AC8256.The horizontal coordinates were scaled from a topographic map and have
 AC8256.an estimated accuracy of +/- 6 seconds.
 AC8256
 AC8256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8256.The vertical order pertains to the NGVD 29 superseded value.
 AC8256
 AC8256.The geoid height was determined by GEOID03.
 AC8256
 AC8256;                    North         East    Units  Estimated Accuracy
 AC8256;SPC LA N     -   137,990.    1,063,640.      MT  (+/- 180 meters Scaled)
 AC8256
 AC8256                          SUPERSEDED SURVEY CONTROL
 AC8256
 AC8256  NGVD 29 (09/18/05)   17.12   (m)           56.2    (f) RESET       3  
 AC8256
 AC8256.Superseded values are not recommended for survey control.
 AC8256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8256.See file dsdata.txt to determine how the superseded data were derived.
 AC8256
 AC8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR109125(NAD 83)
 AC8256_MARKER: DB = BENCH MARK DISK
 AC8256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8256_STAMPING: YY 43 RESET 1995
 AC8256_MARK LOGO: USGS  
 AC8256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8256+STABILITY: SURFACE MOTION
 AC8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8256+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8256
 AC8256  HISTORY     - Date     Condition        Report By
 AC8256  HISTORY     - 1995     MONUMENTED       LADTD
 AC8256
 AC8256                          STATION DESCRIPTION
 AC8256
 AC8256'DESCRIBED BY LA TRANSP AND DEV 1995 (SLC)
 AC8256'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) NORTHWEST OF FERRIDAY,
 AC8256'7.0 MI (11.3 KM) NORTH OF JONESVILLE AND 2.0 MI (3.2 KM) SOUTH OF
 AC8256'HARRISONBURG.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 AC8256'DEVELOPMENT. TO REACH THE STATION FROM THE COURTHOUSE IN HARRISONBURG,
 AC8256'GO WEST FOR 0.5 MI (0.8 KM) ON STATE HIGHWAYS 8 AND 124 TO THE
 AC8256'JUNCTION WITH HIGHWAY 124 SOUTH, TURN LEFT AND GO SOUTH FOR 1.7 MI
 AC8256'(2.7 KM) ON HIGHWAY 124 TO THE STATION SET ON THE RIGHT AT A DRIVE
 AC8256'LEADING INTO A BOAT RAMP, JUST SOUTH OF BUSHLEY BAYOU. THE STATION IS
 AC8256'59.0 FT (18.0 M) NORTHEAST FROM A GAS METER, 38.0 FT (11.6 M)
 AC8256'WEST-SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 31.0 FT (9.4 M)
 AC8256'EAST-NORTHEAST FROM A MONEY BOX FOR THE BOAT RAMP, 14.5 FT (4.4 M)
 AC8256'EAST-NORTHEAST FROM THE CENTER OF THE DRIVE LEADING TO THE BOAT RAMP,
 AC8256'1.5 FT (0.5 M) FROM A METAL WINTESS POST WITH SIGN ATTACHED, FLUSH
 AC8256'WITH THE GROUND SURFACE AND ABOUT 6.0 FT (1.8 M) BELOW THE LEVEL OF
 AC8256'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1947 ***********************************************************************
 BX1947  DESIGNATION -  Z 100
 BX1947  PID         -  BX1947
 BX1947  STATE/COUNTY-  LA/VERNON
 BX1947  USGS QUAD   -  SLAGLE (1974)
 BX1947
 BX1947                         *CURRENT SURVEY CONTROL
 BX1947  ___________________________________________________________________
 BX1947* NAD 83(1986)-  31 08 21.     (N)    093 14 32.     (W)     SCALED    
 BX1947* NAVD 88     -        81.77   (+/-2cm)     268.3    (feet)  VERTCON   
 BX1947  ___________________________________________________________________
 BX1947  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BX1947
 BX1947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1947
 BX1947.The horizontal coordinates were scaled from a topographic map and have
 BX1947.an estimated accuracy of +/- 6 seconds.
 BX1947
 BX1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1947.The vertical order pertains to the NGVD 29 superseded value.
 BX1947
 BX1947.The geoid height was determined by GEOID03.
 BX1947
 BX1947;                    North         East    Units  Estimated Accuracy
 BX1947;SPC LA N     -    71,110.      929,220.      MT  (+/- 180 meters Scaled)
 BX1947
 BX1947                          SUPERSEDED SURVEY CONTROL
 BX1947
 BX1947  NGVD 29 (??/??/??)   81.875  (m)          268.62   (f) ADJUSTED    2 0
 BX1947
 BX1947.Superseded values are not recommended for survey control.
 BX1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1947.See file dsdata.txt to determine how the superseded data were derived.
 BX1947
 BX1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ769450(NAD 83)
 BX1947_MARKER: DB = BENCH MARK DISK
 BX1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1947_STAMPING: Z 100 1938
 BX1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1947+STABILITY: SURFACE MOTION
 BX1947
 BX1947  HISTORY     - Date     Condition        Report By
 BX1947  HISTORY     - 1938     MONUMENTED       CGS
 BX1947  HISTORY     - 19940611 GOOD             USPSQD
 BX1947  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1947
 BX1947                          STATION DESCRIPTION
 BX1947
 BX1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1947'1.2 MI E FROM LEESVILLE.
 BX1947'1.2 MILES EAST ALONG STATE HIGHWAY 21 FROM THE PARISH COURTHOUSE AT
 BX1947'LEESVILLE, VERNON PARISH, IN THE NORTHWEST CORNER OF A PASTURE OWNED
 BX1947'BY M.A. SMART, 45 FEET EAST OF THE CENTERLINE OF A T-ROAD LEADING
 BX1947'SOUTH, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF
 BX1947'A FENCE, AND 28 FEET SOUTH OF THE CENTERLINE OF STATE ROAD NO. 107. A
 BX1947'STANDARD DISK, STAMPED Z 100 1938 AND SET IN THE TOP OF A CONCRETE
 BX1947'POST.
 BX1947
 BX1947                          STATION RECOVERY (1994)
 BX1947
 BX1947'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1947'RECOVERED IN GOOD CONDITION.
 BX1947
 BX1947                          STATION RECOVERY (2001)
 BX1947
 BX1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1947'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2025 ***********************************************************************
 CQ2025  DESIGNATION -  Z 101
 CQ2025  PID         -  CQ2025
 CQ2025  STATE/COUNTY-  LA/BOSSIER
 CQ2025  USGS QUAD   -  EASTWOOD (1975)
 CQ2025
 CQ2025                         *CURRENT SURVEY CONTROL
 CQ2025  ___________________________________________________________________
 CQ2025* NAD 83(1986)-  32 32 01.     (N)    093 35 41.     (W)     SCALED    
 CQ2025* NAVD 88     -        63.530  (meters)     208.43   (feet)  ADJUSTED  
 CQ2025  ___________________________________________________________________
 CQ2025  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ2025  DYNAMIC HT  -          63.458 (meters)     208.20  (feet)  COMP
 CQ2025  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CQ2025
 CQ2025  VERT ORDER  -  FIRST     CLASS II
 CQ2025
 CQ2025.The horizontal coordinates were scaled from a topographic map and have
 CQ2025.an estimated accuracy of +/- 6 seconds.
 CQ2025
 CQ2025.The orthometric height was determined by differential leveling
 CQ2025.and adjusted by the National Geodetic Survey in June 1991..
 CQ2025
 CQ2025.The geoid height was determined by GEOID03.
 CQ2025
 CQ2025.The dynamic height is computed by dividing the NAVD 88
 CQ2025.geopotential number by the normal gravity value computed on the
 CQ2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2025.degrees latitude (g = 980.6199 gals.).
 CQ2025
 CQ2025.The modeled gravity was interpolated from observed gravity values.
 CQ2025
 CQ2025;                    North         East    Units  Estimated Accuracy
 CQ2025;SPC LA N     -   226,000.      897,160.      MT  (+/- 180 meters Scaled)
 CQ2025
 CQ2025                          SUPERSEDED SURVEY CONTROL
 CQ2025
 CQ2025  NGVD 29 (??/??/??)   63.593  (m)          208.64   (f) ADJUSTED    1 2
 CQ2025
 CQ2025.Superseded values are not recommended for survey control.
 CQ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2025.See file dsdata.txt to determine how the superseded data were derived.
 CQ2025
 CQ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR441997(NAD 83)
 CQ2025_MARKER: DB = BENCH MARK DISK
 CQ2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2025+STABILITY: SURFACE MOTION
 CQ2025
 CQ2025  HISTORY     - Date     Condition        Report By
 CQ2025  HISTORY     - UNK      MONUMENTED       CGS
 CQ2025  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ2025  HISTORY     - 20020511 MARK NOT FOUND   USPS
 CQ2025
 CQ2025                          STATION DESCRIPTION
 CQ2025
 CQ2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ2025'IN BODCAU.
 CQ2025'AT BODCAU, AT THE YAZOO AND MISSISSIPPI VALLEY RAILROAD SECTION HOUSE,
 CQ2025'AT THE FOOT OF THE THIRD POLE EAST OF THE CROSSING OF THE ROAD LEADING
 CQ2025'TO THE U.S. ARMY RESERVATION, 94 FEET EAST OF A WELL WITH A BRICK TOP,
 CQ2025'66 FEET NORTH OF THE NORTH RAIL, AND IN LINE WITH A ROW OF POLES, AND
 CQ2025'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SIDETRACK REFERRED TO
 CQ2025'IN THE OLD DESCRIPTION HAS BEEN REMOVED AND IT IS BELIEVED THAT THE
 CQ2025'MARK WAS EITHER COVERED OR DESTROYED.
 CQ2025
 CQ2025                          STATION RECOVERY (2002)
 CQ2025
 CQ2025'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 CQ2025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1286 ***********************************************************************
 CQ1286  DESIGNATION -  Z 103
 CQ1286  PID         -  CQ1286
 CQ1286  STATE/COUNTY-  LA/BIENVILLE
 CQ1286  USGS QUAD   -  GIBSLAND (1986)
 CQ1286
 CQ1286                         *CURRENT SURVEY CONTROL
 CQ1286  ___________________________________________________________________
 CQ1286* NAD 83(1986)-  32 32 48.     (N)    093 05 03.     (W)     SCALED    
 CQ1286* NAVD 88     -        62.516  (meters)     205.10   (feet)  ADJUSTED  
 CQ1286  ___________________________________________________________________
 CQ1286  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CQ1286  DYNAMIC HT  -          62.446 (meters)     204.87  (feet)  COMP
 CQ1286  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CQ1286
 CQ1286  VERT ORDER  -  FIRST     CLASS II
 CQ1286
 CQ1286.The horizontal coordinates were scaled from a topographic map and have
 CQ1286.an estimated accuracy of +/- 6 seconds.
 CQ1286
 CQ1286.The orthometric height was determined by differential leveling
 CQ1286.and adjusted by the National Geodetic Survey in June 1991..
 CQ1286
 CQ1286.The geoid height was determined by GEOID03.
 CQ1286
 CQ1286.The dynamic height is computed by dividing the NAVD 88
 CQ1286.geopotential number by the normal gravity value computed on the
 CQ1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1286.degrees latitude (g = 980.6199 gals.).
 CQ1286
 CQ1286.The modeled gravity was interpolated from observed gravity values.
 CQ1286
 CQ1286;                    North         East    Units  Estimated Accuracy
 CQ1286;SPC LA N     -   227,080.      945,130.      MT  (+/- 180 meters Scaled)
 CQ1286
 CQ1286                          SUPERSEDED SURVEY CONTROL
 CQ1286
 CQ1286  NGVD 29 (??/??/??)   62.570  (m)          205.28   (f) ADJUSTED    1 2
 CQ1286
 CQ1286.Superseded values are not recommended for survey control.
 CQ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1286.See file dsdata.txt to determine how the superseded data were derived.
 CQ1286
 CQ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS920010(NAD 83)
 CQ1286_MARKER: DB = BENCH MARK DISK
 CQ1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1286_STAMPING: Z 103 1938
 CQ1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1286+STABILITY: SURFACE MOTION
 CQ1286
 CQ1286  HISTORY     - Date     Condition        Report By
 CQ1286  HISTORY     - 1941     MONUMENTED       CGS
 CQ1286  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ1286
 CQ1286                          STATION DESCRIPTION
 CQ1286
 CQ1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1286'2.0 MI W FROM GIBBSLAND.
 CQ1286'2.0 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CQ1286'THE STATION AT GIBBSLAND, BIENVILLE PARISH, ABOUT 5 POLES EAST OF
 CQ1286'WOODEN TRESTLE 129.1, 114 FEET SOUTHEAST OF MILEPOST 129, 98 FEET
 CQ1286'SOUTH OF THE SOUTH RAIL, 42 FEET NORTH OF THE CENTER LINE OF U. S.
 CQ1286'HIGHWAY 80, AND 36 FEET NORTHEAST OF THE EAST END OF THE NORTH HIGHWAY
 CQ1286'GUARD RAIL.  A STANDARD DISK, STAMPED Z 103 1938 AND SET IN THE TOP OF
 CQ1286'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0695 ***********************************************************************
 CQ0695  DESIGNATION -  Z 114
 CQ0695  PID         -  CQ0695
 CQ0695  STATE/COUNTY-  LA/OUACHITA
 CQ0695  USGS QUAD   -  LUNA (1982)
 CQ0695
 CQ0695                         *CURRENT SURVEY CONTROL
 CQ0695  ___________________________________________________________________
 CQ0695* NAD 83(1986)-  32 20 40.     (N)    092 09 48.     (W)     SCALED    
 CQ0695* NAVD 88     -        30.26   (+/-2cm)      99.3    (feet)  VERTCON   
 CQ0695  ___________________________________________________________________
 CQ0695  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ0695
 CQ0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0695
 CQ0695.The horizontal coordinates were scaled from a topographic map and have
 CQ0695.an estimated accuracy of +/- 6 seconds.
 CQ0695
 CQ0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0695.The vertical order pertains to the NGVD 29 superseded value.
 CQ0695
 CQ0695.The geoid height was determined by GEOID03.
 CQ0695
 CQ0695;                    North         East    Units  Estimated Accuracy
 CQ0695;SPC LA N     -   204,550.    1,031,690.      MT  (+/- 180 meters Scaled)
 CQ0695
 CQ0695                          SUPERSEDED SURVEY CONTROL
 CQ0695
 CQ0695  NGVD 29 (??/??/??)   30.299  (m)           99.41   (f) ADJUSTED    2 0
 CQ0695
 CQ0695.Superseded values are not recommended for survey control.
 CQ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0695.See file dsdata.txt to determine how the superseded data were derived.
 CQ0695
 CQ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR787789(NAD 83)
 CQ0695_MARKER: DB = BENCH MARK DISK
 CQ0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0695_STAMPING: Z 114 1949
 CQ0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0695+STABILITY: SURFACE MOTION
 CQ0695
 CQ0695  HISTORY     - Date     Condition        Report By
 CQ0695  HISTORY     - 1949     MONUMENTED       CGS
 CQ0695
 CQ0695                          STATION DESCRIPTION
 CQ0695
 CQ0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0695'6.7 MI NE FROM LUNA.
 CQ0695'4.7 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0695'HIGHWAYS 200 AND 1496 AT LUNA, THENCE 2.0 MILES SOUTHEAST ALONG A
 CQ0695'PARISH ROAD.  AT A Y ROAD JUNCTION OF THE OLD AND NEW ROADS, 0.1 MILE
 CQ0695'NORTHWEST OF A CURVE IN THE ROAD, IN LINE WITH A ROW OF POWER POLES,
 CQ0695'33 FEET NORTHEAST OF THE CENTER LINE OF THE NEW ROAD, 15 FEET
 CQ0695'SOUTHWEST OF THE CENTER LINE OF THE OLD ROAD, 2.5 FEET NORTHWEST OF A
 CQ0695'POWER POLE, 1.7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CQ0695'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0587 ***********************************************************************
 CQ0587  DESIGNATION -  Z 115
 CQ0587  PID         -  CQ0587
 CQ0587  STATE/COUNTY-  LA/OUACHITA
 CQ0587  USGS QUAD   -  LUNA (1982)
 CQ0587
 CQ0587                         *CURRENT SURVEY CONTROL
 CQ0587  ___________________________________________________________________
 CQ0587* NAD 83(1986)-  32 21 04.     (N)    092 11 16.     (W)     SCALED    
 CQ0587* NAVD 88     -        37.59   (+/-2cm)     123.3    (feet)  VERTCON   
 CQ0587  ___________________________________________________________________
 CQ0587  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0587
 CQ0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0587
 CQ0587.The horizontal coordinates were scaled from a topographic map and have
 CQ0587.an estimated accuracy of +/- 6 seconds.
 CQ0587
 CQ0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0587.The vertical order pertains to the NGVD 29 superseded value.
 CQ0587
 CQ0587.The geoid height was determined by GEOID03.
 CQ0587
 CQ0587;                    North         East    Units  Estimated Accuracy
 CQ0587;SPC LA N     -   205,290.    1,029,390.      MT  (+/- 180 meters Scaled)
 CQ0587
 CQ0587                          SUPERSEDED SURVEY CONTROL
 CQ0587
 CQ0587  NGVD 29 (??/??/??)   37.629  (m)          123.45   (f) ADJUSTED    2 0
 CQ0587
 CQ0587.Superseded values are not recommended for survey control.
 CQ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0587.See file dsdata.txt to determine how the superseded data were derived.
 CQ0587
 CQ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR764796(NAD 83)
 CQ0587_MARKER: DB = BENCH MARK DISK
 CQ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0587_STAMPING: Z 115 1949
 CQ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0587+STABILITY: SURFACE MOTION
 CQ0587
 CQ0587  HISTORY     - Date     Condition        Report By
 CQ0587  HISTORY     - 1949     MONUMENTED       CGS
 CQ0587
 CQ0587                          STATION DESCRIPTION
 CQ0587
 CQ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0587'3.0 MI NE FROM LUNA.
 CQ0587'3.0 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0587'HIGHWAYS 200 AND 1496 AT LUNA, AT THE LUNA ASSEMBLY OF GOD CHURCH,
 CQ0587'60.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 54.5 FEET
 CQ0587'WEST OF THE NORTHWEST CORNER OF THE CHURCH, 38 FEET SOUTHEAST OF THE
 CQ0587'CENTER LINE OF THE ROAD, 3.5 FEET NORTH OF A 10 INCH PINE TREE, SET IN
 CQ0587'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0588 ***********************************************************************
 CQ0588  DESIGNATION -  Z 115 RESET 1965
 CQ0588  PID         -  CQ0588
 CQ0588  STATE/COUNTY-  LA/OUACHITA
 CQ0588  USGS QUAD   -  LUNA (1982)
 CQ0588
 CQ0588                         *CURRENT SURVEY CONTROL
 CQ0588  ___________________________________________________________________
 CQ0588* NAD 83(1986)-  32 21 03.     (N)    092 11 18.     (W)     SCALED    
 CQ0588* NAVD 88     -        37.17   (+/-2cm)     121.9    (feet)  VERTCON   
 CQ0588  ___________________________________________________________________
 CQ0588  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CQ0588
 CQ0588  VERT ORDER  -  THIRD (See Below)
 CQ0588
 CQ0588.The horizontal coordinates were scaled from a topographic map and have
 CQ0588.an estimated accuracy of +/- 6 seconds.
 CQ0588
 CQ0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0588.The vertical order pertains to the NGVD 29 superseded value.
 CQ0588
 CQ0588.The geoid height was determined by GEOID03.
 CQ0588
 CQ0588;                    North         East    Units  Estimated Accuracy
 CQ0588;SPC LA N     -   205,260.    1,029,340.      MT  (+/- 180 meters Scaled)
 CQ0588
 CQ0588                          SUPERSEDED SURVEY CONTROL
 CQ0588
 CQ0588  NGVD 29 (??/??/??)   37.21   (m)          122.1    (f) RESET       3  
 CQ0588
 CQ0588.Superseded values are not recommended for survey control.
 CQ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0588.See file dsdata.txt to determine how the superseded data were derived.
 CQ0588
 CQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR763796(NAD 83)
 CQ0588_MARKER: DB = BENCH MARK DISK
 CQ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0588_STAMPING: Z 115 RESET 1965
 CQ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0588+STABILITY: SURFACE MOTION
 CQ0588
 CQ0588  HISTORY     - Date     Condition        Report By
 CQ0588  HISTORY     - 1965     MONUMENTED       CGS
 CQ0588
 CQ0588                          STATION DESCRIPTION
 CQ0588
 CQ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CQ0588'3.0 MI NE FROM LUNA.
 CQ0588'3.0 MILES NORTHEAST ALONG A PARISH ROAD FROM THE JUNCTION OF STATE
 CQ0588'HIGHWAY 200 (NOW STATE HIGHWAY 34) AND 1496 AT LUNA, AT THE LUNA
 CQ0588'ASSEMBLY OF GOD CHURCH, 87.0 FEET S. 44 W. FROM THE SOUTHWEST CORNER
 CQ0588'OF THE CHURCH, 38 FEET S. 55 E. FROM THE CENTER OF ASPHALT SURFACED
 CQ0588'ROAD, 33 FEET N. 48 E. FROM NORTH EDGE OF IDA COLE HEADSTONE IN
 CQ0588'NORTHWEST CORNER OF CEMETERY, SET IN TOP OF CONCRETE POST 0.3 FOOT
 CQ0588'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0801 ***********************************************************************
 CQ0801  DESIGNATION -  Z 116
 CQ0801  PID         -  CQ0801
 CQ0801  STATE/COUNTY-  LA/CALDWELL
 CQ0801  USGS QUAD   -  BLANKSTON (1989)
 CQ0801
 CQ0801                         *CURRENT SURVEY CONTROL
 CQ0801  ___________________________________________________________________
 CQ0801* NAD 83(1986)-  32 12 00.     (N)    092 09 53.     (W)     SCALED    
 CQ0801* NAVD 88     -        51.01   (+/-2cm)     167.4    (feet)  VERTCON   
 CQ0801  ___________________________________________________________________
 CQ0801  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CQ0801
 CQ0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0801
 CQ0801.The horizontal coordinates were scaled from a topographic map and have
 CQ0801.an estimated accuracy of +/- 6 seconds.
 CQ0801
 CQ0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0801.The vertical order pertains to the NGVD 29 superseded value.
 CQ0801
 CQ0801.The geoid height was determined by GEOID03.
 CQ0801
 CQ0801;                    North         East    Units  Estimated Accuracy
 CQ0801;SPC LA N     -   188,540.    1,031,610.      MT  (+/- 180 meters Scaled)
 CQ0801
 CQ0801                          SUPERSEDED SURVEY CONTROL
 CQ0801
 CQ0801  NGVD 29 (??/??/??)   51.038  (m)          167.45   (f) ADJUSTED    2 0
 CQ0801
 CQ0801.Superseded values are not recommended for survey control.
 CQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0801.See file dsdata.txt to determine how the superseded data were derived.
 CQ0801
 CQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR787629(NAD 83)
 CQ0801_MARKER: DB = BENCH MARK DISK
 CQ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0801_STAMPING: Z 116 1949
 CQ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0801+STABILITY: SURFACE MOTION
 CQ0801
 CQ0801  HISTORY     - Date     Condition        Report By
 CQ0801  HISTORY     - 1949     MONUMENTED       CGS
 CQ0801
 CQ0801                          STATION DESCRIPTION
 CQ0801
 CQ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CQ0801'6.1 MI N FROM MOUNT PLEASANT.
 CQ0801'2.1 MILES NORTHEAST ALONG A COUNTRY ROAD FROM THE MOUNT PLEASANT
 CQ0801'CHURCH AT MOUNT PLEASANT, THENCE 2.6 MILES NORTHWEST ALONG STATE
 CQ0801'HIGHWAY 1636, THENCE 1.4 MILES NORTH ALONG A COUNTRY ROAD.  0.3 MILE
 CQ0801'SOUTH OF A ROAD CROSSING, 0.15 MILE SOUTH OF A LOG BRIDGE, JUST
 CQ0801'NORTHWEST OF A CURVE IN THE ROAD, 31 FEET NORTHEAST OF THE CENTER LINE
 CQ0801'OF THE ROAD, 22 FEET SOUTH OF A 20 INCH TRIANGULAR BLAZED GUM TREE, 20
 CQ0801'FEET EAST OF A 20 INCH TRIANGULAR BLAZED OAK TREE, 7 FEET NORTH OF A 6
 CQ0801'INCH TRIANGULAR BLAZED PINE TREE, 1.5 FEET SOUTHWEST OF A WITNESS
 CQ0801'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 CQ0801'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0651 ***********************************************************************
 CQ0651  DESIGNATION -  Z 117
 CQ0651  PID         -  CQ0651
 CQ0651  STATE/COUNTY-  LA/OUACHITA
 CQ0651  USGS QUAD   -  CADEVILLE (1982)
 CQ0651
 CQ0651                         *CURRENT SURVEY CONTROL
 CQ0651  ___________________________________________________________________
 CQ0651* NAD 83(1986)-  32 25 44.     (N)    092 19 15.     (W)     SCALED    
 CQ0651* NAVD 88     -        36.00   (+/-2cm)     118.1    (feet)  VERTCON   
 CQ0651  ___________________________________________________________________
 CQ0651  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CQ0651
 CQ0651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0651
 CQ0651.The horizontal coordinates were scaled from a topographic map and have
 CQ0651.an estimated accuracy of +/- 6 seconds.
 CQ0651
 CQ0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0651.The vertical order pertains to the NGVD 29 superseded value.
 CQ0651
 CQ0651.The geoid height was determined by GEOID03.
 CQ0651
 CQ0651;                    North         East    Units  Estimated Accuracy
 CQ0651;SPC LA N     -   213,880.    1,016,850.      MT  (+/- 180 meters Scaled)
 CQ0651
 CQ0651                          SUPERSEDED SURVEY CONTROL
 CQ0651
 CQ0651  NGVD 29 (??/??/??)   36.050  (m)          118.27   (f) ADJUSTED    2 0
 CQ0651
 CQ0651.Superseded values are not recommended for survey control.
 CQ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0651.See file dsdata.txt to determine how the superseded data were derived.
 CQ0651
 CQ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR638881(NAD 83)
 CQ0651_MARKER: DB = BENCH MARK DISK
 CQ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0651_STAMPING: Z 117 1949
 CQ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0651+STABILITY: SURFACE MOTION
 CQ0651
 CQ0651  HISTORY     - Date     Condition        Report By
 CQ0651  HISTORY     - 1949     MONUMENTED       CGS
 CQ0651  HISTORY     - 1950     GOOD             CGS
 CQ0651  HISTORY     - 1990     POOR             USPSQD
 CQ0651
 CQ0651                          STATION DESCRIPTION
 CQ0651
 CQ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0651'1.1 MI E FROM CADEVILLE.
 CQ0651'1.1 MILES EAST ALONG A PARISH ROAD FROM THE JOHN H. HENRY STORE AT
 CQ0651'CADEVILLE, ON THE SIDE OF A HILL SLOPING DOWN TO THE EAST, 91 FEET
 CQ0651'NORTHWEST OF THE WEST CORNER OF A FARMHOUSE, 62 FEET SOUTH OF THE
 CQ0651'CENTER LINE OF THE ROAD, 31 FEET SOUTHWEST OF THE CENTER LINE OF A
 CQ0651'PRIVATE DRIVE, 2.3 FEET NORTH OF A POWER LINE POLE, 1.6 FEET SOUTHWEST
 CQ0651'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 3
 CQ0651'FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CQ0651
 CQ0651                          STATION RECOVERY (1990)
 CQ0651
 CQ0651'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 CQ0651'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0698 ***********************************************************************
 CQ0698  DESIGNATION -  Z 118
 CQ0698  PID         -  CQ0698
 CQ0698  STATE/COUNTY-  LA/OUACHITA
 CQ0698  USGS QUAD   -  CHATHAM SE (1982)
 CQ0698
 CQ0698                         *CURRENT SURVEY CONTROL
 CQ0698  ___________________________________________________________________
 CQ0698* NAD 83(1986)-  32 20 25.     (N)    092 18 39.     (W)     SCALED    
 CQ0698* NAVD 88     -        62.26   (+/-2cm)     204.3    (feet)  VERTCON   
 CQ0698  ___________________________________________________________________
 CQ0698  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CQ0698
 CQ0698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0698
 CQ0698.The horizontal coordinates were scaled from a topographic map and have
 CQ0698.an estimated accuracy of +/- 6 seconds.
 CQ0698
 CQ0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0698.The vertical order pertains to the NGVD 29 superseded value.
 CQ0698
 CQ0698.The geoid height was determined by GEOID03.
 CQ0698
 CQ0698;                    North         East    Units  Estimated Accuracy
 CQ0698;SPC LA N     -   204,060.    1,017,810.      MT  (+/- 180 meters Scaled)
 CQ0698
 CQ0698                          SUPERSEDED SURVEY CONTROL
 CQ0698
 CQ0698  NGVD 29 (??/??/??)   62.293  (m)          204.37   (f) ADJUSTED    2 0
 CQ0698
 CQ0698.Superseded values are not recommended for survey control.
 CQ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0698.See file dsdata.txt to determine how the superseded data were derived.
 CQ0698
 CQ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR648783(NAD 83)
 CQ0698_MARKER: DB = BENCH MARK DISK
 CQ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0698_STAMPING: Z 118 1949
 CQ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0698+STABILITY: SURFACE MOTION
 CQ0698
 CQ0698  HISTORY     - Date     Condition        Report By
 CQ0698  HISTORY     - 1949     MONUMENTED       CGS
 CQ0698  HISTORY     - 1950     GOOD             CGS
 CQ0698
 CQ0698                          STATION DESCRIPTION
 CQ0698
 CQ0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0698'4.0 MI S FROM OKALOOSA.
 CQ0698'1.5 MILES SOUTHEAST ALONG A PARISH ROAD FROM THE OKALOOSA SCHOOL AT
 CQ0698'OKALOOSA, THENCE 1.4 MILES SOUTH ALONG A PARISH ROAD, THENCE 1.1 MILES
 CQ0698'SOUTHWEST ALONG STATE HIGHWAY 543.  0.3 MILE NORTH OF A RAILROAD
 CQ0698'CROSSING, 400 FEET NORTH OF A FARMHOUSE WHICH IS ON THE EAST SIDE OF
 CQ0698'THE ROAD, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 CQ0698'SOUTHWEST OF A FENCE CORNER, 1.8 FEET WEST OF A FENCE, 1.5 FEET NORTH
 CQ0698'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CQ0698'0.3 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 543 IS NOW STATE
 CQ0698'HIGHWAY 499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0605 ***********************************************************************
 CQ0605  DESIGNATION -  Z 119
 CQ0605  PID         -  CQ0605
 CQ0605  STATE/COUNTY-  LA/JACKSON
 CQ0605  USGS QUAD   -  VIXEN (1989)
 CQ0605
 CQ0605                         *CURRENT SURVEY CONTROL
 CQ0605  ___________________________________________________________________
 CQ0605* NAD 83(1986)-  32 11 01.     (N)    092 20 35.     (W)     SCALED    
 CQ0605* NAVD 88     -        68.94   (+/-2cm)     226.2    (feet)  VERTCON   
 CQ0605  ___________________________________________________________________
 CQ0605  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CQ0605
 CQ0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0605
 CQ0605.The horizontal coordinates were scaled from a topographic map and have
 CQ0605.an estimated accuracy of +/- 6 seconds.
 CQ0605
 CQ0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0605.The vertical order pertains to the NGVD 29 superseded value.
 CQ0605
 CQ0605.The geoid height was determined by GEOID03.
 CQ0605
 CQ0605;                    North         East    Units  Estimated Accuracy
 CQ0605;SPC LA N     -   186,680.    1,014,800.      MT  (+/- 180 meters Scaled)
 CQ0605
 CQ0605                          SUPERSEDED SURVEY CONTROL
 CQ0605
 CQ0605  NGVD 29 (??/??/??)   68.967  (m)          226.27   (f) ADJUSTED    2 0
 CQ0605
 CQ0605.Superseded values are not recommended for survey control.
 CQ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0605.See file dsdata.txt to determine how the superseded data were derived.
 CQ0605
 CQ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR619609(NAD 83)
 CQ0605_MARKER: DB = BENCH MARK DISK
 CQ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0605_STAMPING: Z 119 1949
 CQ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0605+STABILITY: SURFACE MOTION
 CQ0605
 CQ0605  HISTORY     - Date     Condition        Report By
 CQ0605  HISTORY     - 1949     MONUMENTED       CGS
 CQ0605  HISTORY     - 1950     GOOD             CGS
 CQ0605
 CQ0605                          STATION DESCRIPTION
 CQ0605
 CQ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0605'9.55 MI SW FROM VIXEN.
 CQ0605'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 CQ0605'HIGHWAYS 17 AND 200 AT VIXEN, THENCE 3.9 MILES SOUTHWEST ALONG A
 CQ0605'PARISH ROAD, THENCE 0.45 MILE NORTHWEST ALONG A PARISH ROAD, THENCE
 CQ0605'0.25 MILE SOUTH ALONG A PARISH ROAD, THENCE 3.05 MILES WEST ALONG A
 CQ0605'WOODS ROAD, AT A Y ROAD JUNCTION, 33 FEET WEST OF THE CENTER LINE OF
 CQ0605'THE NORTH AND SOUTH ROAD, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CQ0605'ROAD LEADING NORTHWEST, 18 FEET NORTH OF A 20 INCH TRIANGULAR BLAZED
 CQ0605'PINE TREE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A
 CQ0605'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- STATE
 CQ0605'HIGHWAY 17 IS NOW STATE HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0808 ***********************************************************************
 CQ0808  DESIGNATION -  Z 120
 CQ0808  PID         -  CQ0808
 CQ0808  STATE/COUNTY-  LA/CALDWELL
 CQ0808  USGS QUAD   -  COTTON PLANT (1989)
 CQ0808
 CQ0808                         *CURRENT SURVEY CONTROL
 CQ0808  ___________________________________________________________________
 CQ0808* NAD 83(1986)-  32 02 12.     (N)    092 15 23.     (W)     SCALED    
 CQ0808* NAVD 88     -        33.04   (+/-2cm)     108.4    (feet)  VERTCON   
 CQ0808  ___________________________________________________________________
 CQ0808  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0808
 CQ0808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0808
 CQ0808.The horizontal coordinates were scaled from a topographic map and have
 CQ0808.an estimated accuracy of +/- 6 seconds.
 CQ0808
 CQ0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0808.The vertical order pertains to the NGVD 29 superseded value.
 CQ0808
 CQ0808.The geoid height was determined by GEOID03.
 CQ0808
 CQ0808;                    North         East    Units  Estimated Accuracy
 CQ0808;SPC LA N     -   170,400.    1,023,010.      MT  (+/- 180 meters Scaled)
 CQ0808
 CQ0808                          SUPERSEDED SURVEY CONTROL
 CQ0808
 CQ0808  NGVD 29 (??/??/??)   33.061  (m)          108.47   (f) ADJUSTED    2 0
 CQ0808
 CQ0808.Superseded values are not recommended for survey control.
 CQ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0808.See file dsdata.txt to determine how the superseded data were derived.
 CQ0808
 CQ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR702447(NAD 83)
 CQ0808_MARKER: DB = BENCH MARK DISK
 CQ0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0808_STAMPING: Z 120 1950
 CQ0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0808+STABILITY: SURFACE MOTION
 CQ0808
 CQ0808  HISTORY     - Date     Condition        Report By
 CQ0808  HISTORY     - 1950     MONUMENTED       CGS
 CQ0808
 CQ0808                          STATION DESCRIPTION
 CQ0808
 CQ0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0808'9.1 MI NW FROM KELLY.
 CQ0808'1.55 MILES WEST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE AT KELLY,
 CQ0808'THENCE 2.55 MILES WEST ALONG A PARISH ROAD, THENCE 3.1 MILES NORTHWEST
 CQ0808'ALONG STATE HIGHWAY 246, THENCE 1.9 MILES NORTH ALONG A PARISH ROAD.
 CQ0808'0.5 MILE SOUTHWEST OF A STEEL BRIDGE OVER BEAUCOUP BAYOU, 201 FEET
 CQ0808'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 98.7 FEET EAST OF THE
 CQ0808'SOUTH CORNER OF AN ABANDONED FARMHOUSE, 66.7 FEET SOUTHEAST OF A
 CQ0808'6-INCH CEDAR TREE, 39 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 CQ0808'NORTHEAST-SOUTHWEST ROAD, 1.4 FEET NORTHWEST OF A REFERENCE POST, 1.3
 CQ0808'FEET SOUTHWEST OF A BOARD FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CQ0808'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1618 ***********************************************************************
 BX1618  DESIGNATION -  Z 121
 BX1618  PID         -  BX1618
 BX1618  STATE/COUNTY-  LA/WINN
 BX1618  USGS QUAD   -  ATLANTA (1984)
 BX1618
 BX1618                         *CURRENT SURVEY CONTROL
 BX1618  ___________________________________________________________________
 BX1618* NAD 83(1986)-  31 47 25.     (N)    092 38 29.     (W)     SCALED    
 BX1618* NAVD 88     -        58.52   (+/-2cm)     192.0    (feet)  VERTCON   
 BX1618  ___________________________________________________________________
 BX1618  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BX1618
 BX1618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1618
 BX1618.The horizontal coordinates were scaled from a topographic map and have
 BX1618.an estimated accuracy of +/- 6 seconds.
 BX1618
 BX1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1618.The vertical order pertains to the NGVD 29 superseded value.
 BX1618
 BX1618.The geoid height was determined by GEOID03.
 BX1618
 BX1618;                    North         East    Units  Estimated Accuracy
 BX1618;SPC LA N     -   143,070.      986,610.      MT  (+/- 180 meters Scaled)
 BX1618
 BX1618                          SUPERSEDED SURVEY CONTROL
 BX1618
 BX1618  NGVD 29 (??/??/??)   58.537  (m)          192.05   (f) ADJUSTED    2 0
 BX1618
 BX1618.Superseded values are not recommended for survey control.
 BX1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1618.See file dsdata.txt to determine how the superseded data were derived.
 BX1618
 BX1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR339172(NAD 83)
 BX1618_MARKER: DB = BENCH MARK DISK
 BX1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1618_STAMPING: Z 121 1949
 BX1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1618+STABILITY: SURFACE MOTION
 BX1618
 BX1618  HISTORY     - Date     Condition        Report By
 BX1618  HISTORY     - 1949     MONUMENTED       CGS
 BX1618
 BX1618                          STATION DESCRIPTION
 BX1618
 BX1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1618'5.4 MI SW FROM PACKTON.
 BX1618'4.4 MILES WEST ALONG STATE HIGHWAY 1199 FROM THE LOUISIANA AND
 BX1618'ARKANSAS RAILROAD STATION AT PACKTON, THENCE 1.0 MILE SOUTH ALONG
 BX1618'STATE HIGHWAY 786, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BX1618'10.0 FEET NORTHWEST OF A 20 INCH TRIANGULAR BLAZED OAK TREE, 9.0 FEET
 BX1618'SOUTHWEST OF AN 8 INCH TRIANGULAR BLAZED PINE TREE, 2.0 FEET WEST OF A
 BX1618'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BX1618'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1407 ***********************************************************************
 BX1407  DESIGNATION -  Z 122
 BX1407  PID         -  BX1407
 BX1407  STATE/COUNTY-  LA/GRANT
 BX1407  USGS QUAD   -  VERDA (1983)
 BX1407
 BX1407                         *CURRENT SURVEY CONTROL
 BX1407  ___________________________________________________________________
 BX1407* NAD 83(1986)-  31 41 17.     (N)    092 46 33.     (W)     SCALED    
 BX1407* NAVD 88     -        46.21   (+/-2cm)     151.6    (feet)  VERTCON   
 BX1407  ___________________________________________________________________
 BX1407  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BX1407
 BX1407  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1407
 BX1407.The horizontal coordinates were scaled from a topographic map and have
 BX1407.an estimated accuracy of +/- 6 seconds.
 BX1407
 BX1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1407.The vertical order pertains to the NGVD 29 superseded value.
 BX1407
 BX1407.The geoid height was determined by GEOID03.
 BX1407
 BX1407;                    North         East    Units  Estimated Accuracy
 BX1407;SPC LA N     -   131,760.      973,850.      MT  (+/- 180 meters Scaled)
 BX1407
 BX1407                          SUPERSEDED SURVEY CONTROL
 BX1407
 BX1407  NGVD 29 (??/??/??)   46.224  (m)          151.65   (f) ADJUSTED    1 2
 BX1407
 BX1407.Superseded values are not recommended for survey control.
 BX1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1407.See file dsdata.txt to determine how the superseded data were derived.
 BX1407
 BX1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR212058(NAD 83)
 BX1407_MARKER: DB = BENCH MARK DISK
 BX1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1407_STAMPING: Z 122 1949
 BX1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1407+STABILITY: SURFACE MOTION
 BX1407
 BX1407  HISTORY     - Date     Condition        Report By
 BX1407  HISTORY     - 1949     MONUMENTED       CGS
 BX1407
 BX1407                          STATION DESCRIPTION
 BX1407
 BX1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BX1407'0.9 MI S FROM VERDA.
 BX1407'0.9 MILE SOUTH ALONG STATE HIGHWAY C 1432 FROM THE HIGH SCHOOL AT
 BX1407'VERDA, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET SOUTH
 BX1407'OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 9.0 FEET NORTHEAST
 BX1407'OF A 14 INCH TRIANGULAR BLAZED PECAN TREE, 8.0 FEET WEST OF A FENCE
 BX1407'CORNER, 7.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BX1407'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0393 ***********************************************************************
 BX0393  DESIGNATION -  Z 123
 BX0393  PID         -  BX0393
 BX0393  STATE/COUNTY-  LA/LA SALLE
 BX0393  USGS QUAD   -  OLLA EAST (1984)
 BX0393
 BX0393                         *CURRENT SURVEY CONTROL
 BX0393  ___________________________________________________________________
 BX0393* NAD 83(1986)-  31 54 31.     (N)    092 08 40.     (W)     SCALED    
 BX0393* NAVD 88     -        56.42   (+/-2cm)     185.1    (feet)  VERTCON   
 BX0393  ___________________________________________________________________
 BX0393  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BX0393
 BX0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0393
 BX0393.The horizontal coordinates were scaled from a topographic map and have
 BX0393.an estimated accuracy of +/- 6 seconds.
 BX0393
 BX0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0393.The vertical order pertains to the NGVD 29 superseded value.
 BX0393
 BX0393.The geoid height was determined by GEOID03.
 BX0393
 BX0393;                    North         East    Units  Estimated Accuracy
 BX0393;SPC LA N     -   156,240.    1,033,630.      MT  (+/- 180 meters Scaled)
 BX0393
 BX0393                          SUPERSEDED SURVEY CONTROL
 BX0393
 BX0393  NGVD 29 (??/??/??)   56.431  (m)          185.14   (f) ADJUSTED    2 0
 BX0393
 BX0393.Superseded values are not recommended for survey control.
 BX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0393.See file dsdata.txt to determine how the superseded data were derived.
 BX0393
 BX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR808306(NAD 83)
 BX0393_MARKER: DB = BENCH MARK DISK
 BX0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0393_STAMPING: Z 123 1949
 BX0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0393+STABILITY: SURFACE MOTION
 BX0393
 BX0393  HISTORY     - Date     Condition        Report By
 BX0393  HISTORY     - 1949     MONUMENTED       CGS
 BX0393  HISTORY     - 1950     GOOD             CGS
 BX0393
 BX0393                          STATION DESCRIPTION
 BX0393
 BX0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0393'6.2 MI E FROM OLLA.
 BX0393'6.2 MILES EAST ALONG STATE HIGHWAY 111 FROM THE MISSOURI PACIFIC
 BX0393'RAILROAD STATION AT OLLA, AT A CEMETERY, 61 FEET SOUTH OF THE CENTER
 BX0393'LINE OF THE HIGHWAY, 75 FEET SOUTHEAST OF THE CENTER LINE OF A
 BX0393'DRIVEWAY LEADING TO THE CEMETERY, 63 FEET NORTH OF A FENCE, 2 FEET
 BX0393'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0393'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0440 ***********************************************************************
 BX0440  DESIGNATION -  Z 124
 BX0440  PID         -  BX0440
 BX0440  STATE/COUNTY-  LA/CALDWELL
 BX0440  USGS QUAD   -  OLLA EAST (1984)
 BX0440
 BX0440                         *CURRENT SURVEY CONTROL
 BX0440  ___________________________________________________________________
 BX0440* NAD 83(1986)-  31 56 39.     (N)    092 09 53.     (W)     SCALED    
 BX0440* NAVD 88     -        64.56   (+/-2cm)     211.8    (feet)  VERTCON   
 BX0440  ___________________________________________________________________
 BX0440  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0440
 BX0440  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0440
 BX0440.The horizontal coordinates were scaled from a topographic map and have
 BX0440.an estimated accuracy of +/- 6 seconds.
 BX0440
 BX0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0440.The vertical order pertains to the NGVD 29 superseded value.
 BX0440
 BX0440.The geoid height was determined by GEOID03.
 BX0440
 BX0440;                    North         East    Units  Estimated Accuracy
 BX0440;SPC LA N     -   160,170.    1,031,700.      MT  (+/- 180 meters Scaled)
 BX0440
 BX0440                          SUPERSEDED SURVEY CONTROL
 BX0440
 BX0440  NGVD 29 (??/??/??)   64.568  (m)          211.84   (f) ADJUSTED    1 2
 BX0440
 BX0440.Superseded values are not recommended for survey control.
 BX0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0440.See file dsdata.txt to determine how the superseded data were derived.
 BX0440
 BX0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR789345(NAD 83)
 BX0440_MARKER: DB = BENCH MARK DISK
 BX0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0440_STAMPING: Z 124 1950
 BX0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0440+STABILITY: SURFACE MOTION
 BX0440
 BX0440  HISTORY     - Date     Condition        Report By
 BX0440  HISTORY     - 1950     MONUMENTED       CGS
 BX0440  HISTORY     - 1965     GOOD             CGS
 BX0440
 BX0440                          STATION DESCRIPTION
 BX0440
 BX0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0440'3.4 MI SE FROM KELLY.
 BX0440'ABOUT 2.25 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0440'POST OFFICE AT KELLY, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, OR
 BX0440'ABOUT 5.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX0440'STATION AT OLLA, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, IN
 BX0440'SECTION 9, T 11 N, R 3 E, ABOUT 0.1 MILE EAST OF A POINT WHERE A
 BX0440'TELEPHONE LINE CROSSES THE ROAD, 238 FEET WEST OF THE CENTER OF THE
 BX0440'Y-JUNCTION OF A GRAVELED ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE
 BX0440'ROAD, 22.0 FEET WEST OF AN 18-INCH OAK TREE BEARING A WITNESS SHIELD
 BX0440'AND A TRIANGULAR BLAZE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 BX0440'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0411 ***********************************************************************
 BX0411  DESIGNATION -  Z 125
 BX0411  PID         -  BX0411
 BX0411  STATE/COUNTY-  LA/LA SALLE
 BX0411  USGS QUAD   -  NICKEL (1984)
 BX0411
 BX0411                         *CURRENT SURVEY CONTROL
 BX0411  ___________________________________________________________________
 BX0411* NAD 83(1986)-  31 46 33.     (N)    092 06 27.     (W)     SCALED    
 BX0411* NAVD 88     -        53.17   (+/-2cm)     174.4    (feet)  VERTCON   
 BX0411  ___________________________________________________________________
 BX0411  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BX0411
 BX0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0411
 BX0411.The horizontal coordinates were scaled from a topographic map and have
 BX0411.an estimated accuracy of +/- 6 seconds.
 BX0411
 BX0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0411.The vertical order pertains to the NGVD 29 superseded value.
 BX0411
 BX0411.The geoid height was determined by GEOID03.
 BX0411
 BX0411;                    North         East    Units  Estimated Accuracy
 BX0411;SPC LA N     -   141,530.    1,037,180.      MT  (+/- 180 meters Scaled)
 BX0411
 BX0411                          SUPERSEDED SURVEY CONTROL
 BX0411
 BX0411  NGVD 29 (??/??/??)   53.169  (m)          174.44   (f) ADJUSTED    2 0
 BX0411
 BX0411.Superseded values are not recommended for survey control.
 BX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0411.See file dsdata.txt to determine how the superseded data were derived.
 BX0411
 BX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR845159(NAD 83)
 BX0411_MARKER: DB = BENCH MARK DISK
 BX0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0411_STAMPING: Z 125 1950
 BX0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0411+STABILITY: SURFACE MOTION
 BX0411
 BX0411  HISTORY     - Date     Condition        Report By
 BX0411  HISTORY     - 1950     MONUMENTED       CGS
 BX0411
 BX0411                          STATION DESCRIPTION
 BX0411
 BX0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0411'8.2 MI N FROM JENA.
 BX0411'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 6 FROM THE COURTHOUSE AT
 BX0411'JENA, THENCE 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 112.  AT THE
 BX0411'JUNCTION OF STATE HIGHWAYS 112 AND 1012, 107.0 FEET EAST OF AND ACROSS
 BX0411'THE HIGHWAY FROM THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE WHICH
 BX0411'BELONGS TO W.W. ANDREWS, 62 FEET NORTH OF THE CENTER LINE OF STATE
 BX0411'HIGHWAY 112, 72 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 1012,
 BX0411'38.0 FEET NORTHEAST OF A 16 INCH TRIANGULAR BLAZED OAK TREE, 1.6 FEET
 BX0411'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX0411'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0476 ***********************************************************************
 BX0476  DESIGNATION -  Z 126
 BX0476  PID         -  BX0476
 BX0476  STATE/COUNTY-  LA/LA SALLE
 BX0476  USGS QUAD   -  NICKEL (1984)
 BX0476
 BX0476                         *CURRENT SURVEY CONTROL
 BX0476  ___________________________________________________________________
 BX0476* NAD 83(1986)-  31 51 47.     (N)    092 01 58.     (W)     SCALED    
 BX0476* NAVD 88     -        71.01   (+/-2cm)     233.0    (feet)  VERTCON   
 BX0476  ___________________________________________________________________
 BX0476  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BX0476
 BX0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0476
 BX0476.The horizontal coordinates were scaled from a topographic map and have
 BX0476.an estimated accuracy of +/- 6 seconds.
 BX0476
 BX0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0476.The vertical order pertains to the NGVD 29 superseded value.
 BX0476
 BX0476.The geoid height was determined by GEOID03.
 BX0476
 BX0476;                    North         East    Units  Estimated Accuracy
 BX0476;SPC LA N     -   151,220.    1,044,210.      MT  (+/- 180 meters Scaled)
 BX0476
 BX0476                          SUPERSEDED SURVEY CONTROL
 BX0476
 BX0476  NGVD 29 (??/??/??)   71.011  (m)          232.98   (f) ADJUSTED    2 0
 BX0476
 BX0476.Superseded values are not recommended for survey control.
 BX0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0476.See file dsdata.txt to determine how the superseded data were derived.
 BX0476
 BX0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR914256(NAD 83)
 BX0476_MARKER: DB = BENCH MARK DISK
 BX0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0476_STAMPING: Z 126 1950
 BX0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0476+STABILITY: SURFACE MOTION
 BX0476
 BX0476  HISTORY     - Date     Condition        Report By
 BX0476  HISTORY     - 1950     MONUMENTED       CGS
 BX0476
 BX0476                          STATION DESCRIPTION
 BX0476
 BX0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0476'2.75 MI SW FROM ROSEFIELD.
 BX0476'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0476'ROSEFIELD, THENCE 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 112.  AT A
 BX0476'JUNCTION WITH A ROAD LEADING NORTH, 57 FEET SOUTHEAST OF THE CENTER
 BX0476'LINE OF THE HIGHWAY, 77 FEET EAST OF THE EXTENDED CENTER LINE OF THE
 BX0476'ROAD LEADING NORTH, 17 FEET EAST OF A 16 INCH TRIANGULAR BLAZED OAK
 BX0476'TREE, 12 FEET SOUTHWEST OF A 16 INCH TRIANGULAR BLAZED BIRCH TREE, 3.2
 BX0476'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX0476'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0840 ***********************************************************************
 CQ0840  DESIGNATION -  Z 127
 CQ0840  PID         -  CQ0840
 CQ0840  STATE/COUNTY-  LA/CALDWELL
 CQ0840  USGS QUAD   -  COTTON PLANT (1989)
 CQ0840
 CQ0840                         *CURRENT SURVEY CONTROL
 CQ0840  ___________________________________________________________________
 CQ0840* NAD 83(1986)-  32 06 22.     (N)    092 15 57.     (W)     SCALED    
 CQ0840* NAVD 88     -        61.45   (+/-2cm)     201.6    (feet)  VERTCON   
 CQ0840  ___________________________________________________________________
 CQ0840  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CQ0840
 CQ0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0840
 CQ0840.The horizontal coordinates were scaled from a topographic map and have
 CQ0840.an estimated accuracy of +/- 6 seconds.
 CQ0840
 CQ0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0840.The vertical order pertains to the NGVD 29 superseded value.
 CQ0840
 CQ0840.The geoid height was determined by GEOID03.
 CQ0840
 CQ0840;                    North         East    Units  Estimated Accuracy
 CQ0840;SPC LA N     -   178,100.    1,022,100.      MT  (+/- 180 meters Scaled)
 CQ0840
 CQ0840                          SUPERSEDED SURVEY CONTROL
 CQ0840
 CQ0840  NGVD 29 (??/??/??)   61.479  (m)          201.70   (f) ADJUSTED    2 0
 CQ0840
 CQ0840.Superseded values are not recommended for survey control.
 CQ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0840.See file dsdata.txt to determine how the superseded data were derived.
 CQ0840
 CQ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR692524(NAD 83)
 CQ0840_MARKER: DB = BENCH MARK DISK
 CQ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0840_STAMPING: Z 127 1950
 CQ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0840+STABILITY: SURFACE MOTION
 CQ0840
 CQ0840  HISTORY     - Date     Condition        Report By
 CQ0840  HISTORY     - 1950     MONUMENTED       CGS
 CQ0840
 CQ0840                          STATION DESCRIPTION
 CQ0840
 CQ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CQ0840'10.95 MI NW FROM GRAYSON.
 CQ0840'10.95 MILES NORTHWEST ALONG STATE HIGHWAY 110 FROM THE MISSOURI
 CQ0840'PACIFIC RAILROAD STATION AT GRAYSON, AT A JUNCTION WITH A ROAD LEADING
 CQ0840'NORTH, 99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 CQ0840'NORTHWEST OF THE CENTER LINE OF A ROAD ALONG THE NORTHWEST SIDE OF A
 CQ0840'TRIANGULAR PLOT OF GROUND AT THE ROAD JUNCTION, 1.5 FEET EAST OF A
 CQ0840'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CQ0840'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0254 ***********************************************************************
 BX0254  DESIGNATION -  Z 128
 BX0254  PID         -  BX0254
 BX0254  STATE/COUNTY-  LA/WINN
 BX0254  USGS QUAD   -  FLAT CREEK (1984)
 BX0254
 BX0254                         *CURRENT SURVEY CONTROL
 BX0254  ___________________________________________________________________
 BX0254* NAD 83(1986)-  31 54 11.     (N)    092 22 31.     (W)     SCALED    
 BX0254* NAVD 88     -        28.71   (+/-2cm)      94.2    (feet)  VERTCON   
 BX0254  ___________________________________________________________________
 BX0254  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BX0254
 BX0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0254
 BX0254.The horizontal coordinates were scaled from a topographic map and have
 BX0254.an estimated accuracy of +/- 6 seconds.
 BX0254
 BX0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0254.The vertical order pertains to the NGVD 29 superseded value.
 BX0254
 BX0254.The geoid height was determined by GEOID03.
 BX0254
 BX0254;                    North         East    Units  Estimated Accuracy
 BX0254;SPC LA N     -   155,570.    1,011,800.      MT  (+/- 180 meters Scaled)
 BX0254
 BX0254                          SUPERSEDED SURVEY CONTROL
 BX0254
 BX0254  NGVD 29 (??/??/??)   28.731  (m)           94.26   (f) ADJUSTED    2 0
 BX0254
 BX0254.Superseded values are not recommended for survey control.
 BX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0254.See file dsdata.txt to determine how the superseded data were derived.
 BX0254
 BX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR590298(NAD 83)
 BX0254_MARKER: DB = BENCH MARK DISK
 BX0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0254_STAMPING: Z 128 1950
 BX0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0254+STABILITY: SURFACE MOTION
 BX0254
 BX0254  HISTORY     - Date     Condition        Report By
 BX0254  HISTORY     - 1950     MONUMENTED       CGS
 BX0254
 BX0254                          STATION DESCRIPTION
 BX0254
 BX0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0254'8.45 MI NW FROM TULLOS.
 BX0254'3.4 MILES WEST ALONG U. S. HIGHWAY 84 FROM THE INTERSECTION OF U. S.
 BX0254'HIGHWAYS 84 AND 165 AT TULLOS, THENCE 5.05 MILES NORTH ALONG A GRADED
 BX0254'DIRT ROAD.  0.35 MILE NORTH OF THE MAIN CHANNEL OF BEECH CREEK, AT AN
 BX0254'ABANDONED FARMHOUSE SITE, 150 YARDS (PACED) SOUTHWEST OF A JUNCTION
 BX0254'WITH AN ABANDONED ROAD LEADING EAST, 49 FEET WEST OF THE CENTER LINE
 BX0254'OF THE ROAD, 16 FEET SOUTH OF THE CENTER LINE OF A DRIVE LEADING TO
 BX0254'THE FARMHOUSE SITE, 7.6 FEET WEST OF A 16-INCH GUM TREE, 1.7 FEET
 BX0254'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BX0254'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0315 ***********************************************************************
 BX0315  DESIGNATION -  Z 129
 BX0315  PID         -  BX0315
 BX0315  STATE/COUNTY-  LA/CALDWELL
 BX0315  USGS QUAD   -  OLLA EAST (1984)
 BX0315
 BX0315                         *CURRENT SURVEY CONTROL
 BX0315  ___________________________________________________________________
 BX0315* NAD 83(1986)-  31 59 11.     (N)    092 12 13.     (W)     SCALED    
 BX0315* NAVD 88     -        42.53   (+/-2cm)     139.5    (feet)  VERTCON   
 BX0315  ___________________________________________________________________
 BX0315  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BX0315
 BX0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0315
 BX0315.The horizontal coordinates were scaled from a topographic map and have
 BX0315.an estimated accuracy of +/- 6 seconds.
 BX0315
 BX0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0315.The vertical order pertains to the NGVD 29 superseded value.
 BX0315
 BX0315.The geoid height was determined by GEOID03.
 BX0315
 BX0315;                    North         East    Units  Estimated Accuracy
 BX0315;SPC LA N     -   164,840.    1,028,010.      MT  (+/- 180 meters Scaled)
 BX0315
 BX0315                          SUPERSEDED SURVEY CONTROL
 BX0315
 BX0315  NGVD 29 (??/??/??)   42.545  (m)          139.58   (f) ADJUSTED    2 0
 BX0315
 BX0315.Superseded values are not recommended for survey control.
 BX0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0315.See file dsdata.txt to determine how the superseded data were derived.
 BX0315
 BX0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR752392(NAD 83)
 BX0315_MARKER: DB = BENCH MARK DISK
 BX0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0315_STAMPING: Z 129 1950
 BX0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0315+STABILITY: SURFACE MOTION
 BX0315
 BX0315  HISTORY     - Date     Condition        Report By
 BX0315  HISTORY     - 1950     MONUMENTED       CGS
 BX0315  HISTORY     - 1965     GOOD             CGS
 BX0315
 BX0315                          STATION DESCRIPTION
 BX0315
 BX0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0315'2.05 MI W FROM KELLY.
 BX0315'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 506 FROM THE POST OFFICE AT
 BX0315'KELLY, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 30, T
 BX0315'12 N, R 3 E, ABOUT 0.3 MILE WEST OF A POINT WHERE A POWER LINE WITH
 BX0315'DOUBLE POLES CROSSES THE ROAD, ON THE CREST OF A HILL, 46 1/2 FEET
 BX0315'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 92 FEET SOUTHEAST OF A POWER
 BX0315'POLE, 30 FEET SOUTHWEST OF A 16-INCH OAK TREE, 1.6 FEET EAST OF A
 BX0315'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 BX0315'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2788 ***********************************************************************
 BJ2788  DESIGNATION -  Z 130
 BJ2788  PID         -  BJ2788
 BJ2788  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2788  USGS QUAD   -  ANGOLA (1996)
 BJ2788
 BJ2788                         *CURRENT SURVEY CONTROL
 BJ2788  ___________________________________________________________________
 BJ2788* NAD 83(1986)-  30 59 13.     (N)    091 37 01.     (W)     SCALED    
 BJ2788* NAVD 88     -        16.28   (+/-2cm)      53.4    (feet)  VERTCON   
 BJ2788  ___________________________________________________________________
 BJ2788  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ2788
 BJ2788  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2788
 BJ2788.The horizontal coordinates were scaled from a topographic map and have
 BJ2788.an estimated accuracy of +/- 6 seconds.
 BJ2788
 BJ2788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2788.The vertical order pertains to the NGVD 29 superseded value.
 BJ2788
 BJ2788.The geoid height was determined by GEOID03.
 BJ2788
 BJ2788;                    North         East    Units  Estimated Accuracy
 BJ2788;SPC LA S     -   275,710.      972,910.      MT  (+/- 180 meters Scaled)
 BJ2788
 BJ2788                          SUPERSEDED SURVEY CONTROL
 BJ2788
 BJ2788  NGVD 29 (??/??/??)   16.259  (m)           53.34   (f) ADJUSTED    1 2
 BJ2788
 BJ2788.Superseded values are not recommended for survey control.
 BJ2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2788.See file dsdata.txt to determine how the superseded data were derived.
 BJ2788
 BJ2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ320289(NAD 83)
 BJ2788_MARKER: DB = BENCH MARK DISK
 BJ2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2788_STAMPING: Z 130 1938
 BJ2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2788+STABILITY: SURFACE MOTION
 BJ2788
 BJ2788  HISTORY     - Date     Condition        Report By
 BJ2788  HISTORY     - 1938     MONUMENTED       CGS
 BJ2788  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2788
 BJ2788                          STATION DESCRIPTION
 BJ2788
 BJ2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2788'IN ANGOLA.
 BJ2788'AT ANGOLA, WEST FELICIANA PARISH, AT THE LA. STATE PENAL FARM, 15 FEET
 BJ2788'E OF A ROAD RUNNING ALONG THE LEVEE AND LEADING TO THE LA. AND ARK.
 BJ2788'RAILWAY STATION, 300 FEET N OF THE STATION, 100 FEET S OF THE
 BJ2788'INTERSECTION OF A ROAD LEADING W, DIRECTLY BEHIND A HOUSE, AND AT THE
 BJ2788'THIRD POLE N OF THE RAILROAD CROSSING.  A STANDARD DISK SET IN THE TOP
 BJ2788'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1767 ***********************************************************************
 BW1767  DESIGNATION -  Z 131
 BW1767  PID         -  BW1767
 BW1767  STATE/COUNTY-  LA/CATAHOULA
 BW1767  USGS QUAD   -  ENTERPRISE (1984)
 BW1767
 BW1767                         *CURRENT SURVEY CONTROL
 BW1767  ___________________________________________________________________
 BW1767* NAD 83(1986)-  31 55 12.     (N)    091 56 16.     (W)     SCALED    
 BW1767* NAVD 88     -        52.01   (+/-2cm)     170.6    (feet)  VERTCON   
 BW1767  ___________________________________________________________________
 BW1767  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BW1767
 BW1767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1767
 BW1767.The horizontal coordinates were scaled from a topographic map and have
 BW1767.an estimated accuracy of +/- 6 seconds.
 BW1767
 BW1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1767.The vertical order pertains to the NGVD 29 superseded value.
 BW1767
 BW1767.The geoid height was determined by GEOID03.
 BW1767
 BW1767;                    North         East    Units  Estimated Accuracy
 BW1767;SPC LA N     -   157,580.    1,053,170.      MT  (+/- 180 meters Scaled)
 BW1767
 BW1767                          SUPERSEDED SURVEY CONTROL
 BW1767
 BW1767  NGVD 29 (??/??/92)   52.020  (m)          170.67   (f) ADJ UNCH    2 0
 BW1767
 BW1767.Superseded values are not recommended for survey control.
 BW1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1767.See file dsdata.txt to determine how the superseded data were derived.
 BW1767
 BW1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR004320(NAD 83)
 BW1767_MARKER: DB = BENCH MARK DISK
 BW1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1767_STAMPING: Z 131 1950
 BW1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1767+STABILITY: SURFACE MOTION
 BW1767
 BW1767  HISTORY     - Date     Condition        Report By
 BW1767  HISTORY     - 1950     MONUMENTED       CGS
 BW1767
 BW1767                          STATION DESCRIPTION
 BW1767
 BW1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1767'3.45 MI W FROM ENTERPRISE.
 BW1767'3.45 MILES WEST ALONG STATE HIGHWAY 68 FROM THE SCHOOL AT ENTERPRISE,
 BW1767'ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 57 FEET NORTH OF THE CENTER
 BW1767'LINE OF THE HIGHWAY, 45 FEET NORTHEAST OF A POWER POLE, 33 FEET EAST
 BW1767'OF THE CENTER LINE OF A WOODS ROAD LEADING NORTH, 1.8 FEET SOUTHEAST
 BW1767'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BW1767'0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.15 MILES EAST OF
 BW1767'BENCH MARK Y 131.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1684 ***********************************************************************
 BW1684  DESIGNATION -  Z 132
 BW1684  PID         -  BW1684
 BW1684  STATE/COUNTY-  LA/CATAHOULA
 BW1684  USGS QUAD   -  MANIFEST (1983)
 BW1684
 BW1684                         *CURRENT SURVEY CONTROL
 BW1684  ___________________________________________________________________
 BW1684* NAD 83(1986)-  31 40 51.     (N)    091 53 51.     (W)     SCALED    
 BW1684* NAVD 88     -        17.55   (+/-2cm)      57.6    (feet)  VERTCON   
 BW1684  ___________________________________________________________________
 BW1684  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BW1684
 BW1684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1684
 BW1684.The horizontal coordinates were scaled from a topographic map and have
 BW1684.an estimated accuracy of +/- 6 seconds.
 BW1684
 BW1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1684.The vertical order pertains to the NGVD 29 superseded value.
 BW1684
 BW1684.The geoid height was determined by GEOID03.
 BW1684
 BW1684;                    North         East    Units  Estimated Accuracy
 BW1684;SPC LA N     -   131,080.    1,057,120.      MT  (+/- 180 meters Scaled)
 BW1684
 BW1684                          SUPERSEDED SURVEY CONTROL
 BW1684
 BW1684  NGVD 29 (??/??/92)   17.548  (m)           57.57   (f) ADJ UNCH    2 0
 BW1684
 BW1684.Superseded values are not recommended for survey control.
 BW1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1684.See file dsdata.txt to determine how the superseded data were derived.
 BW1684
 BW1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR044055(NAD 83)
 BW1684_MARKER: DB = BENCH MARK DISK
 BW1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1684_STAMPING: Z 132 1950
 BW1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1684+STABILITY: SURFACE MOTION
 BW1684
 BW1684  HISTORY     - Date     Condition        Report By
 BW1684  HISTORY     - 1950     MONUMENTED       CGS
 BW1684  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1684
 BW1684                          STATION DESCRIPTION
 BW1684
 BW1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BW1684'5.15 MI SW FROM WALLACE RIDGE.
 BW1684'1.35 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 BW1684'WALLACE RIDGE, THENCE 3.8 MILES WEST ALONG STATE HIGHWAY 259.  125
 BW1684'FEET NORTHEAST OF A FARMHOUSE WHICH IS ON THE SOUTH SIDE OF THE
 BW1684'HIGHWAY, 50 FEET NORTHEAST OF THE CENTER OF A GATE, 35 FEET SOUTH OF
 BW1684'THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF A POWER POLE, 1 FOOT
 BW1684'NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BW1684'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BW1684
 BW1684                          STATION RECOVERY (1979)
 BW1684
 BW1684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1684'THE ROAD HAS BEEN APPEARANTLY WIDENED IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0466 ***********************************************************************
 BX0466  DESIGNATION -  Z 139
 BX0466  PID         -  BX0466
 BX0466  STATE/COUNTY-  LA/CATAHOULA
 BX0466  USGS QUAD   -  NICKEL (1984)
 BX0466
 BX0466                         *CURRENT SURVEY CONTROL
 BX0466  ___________________________________________________________________
 BX0466* NAD 83(1986)-  31 51 10.     (N)    092 00 21.     (W)     SCALED    
 BX0466* NAVD 88     -        89.18   (+/-2cm)     292.6    (feet)  VERTCON   
 BX0466  ___________________________________________________________________
 BX0466  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BX0466
 BX0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0466
 BX0466.The horizontal coordinates were scaled from a topographic map and have
 BX0466.an estimated accuracy of +/- 6 seconds.
 BX0466
 BX0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0466.The vertical order pertains to the NGVD 29 superseded value.
 BX0466
 BX0466.The geoid height was determined by GEOID03.
 BX0466
 BX0466;                    North         East    Units  Estimated Accuracy
 BX0466;SPC LA N     -   150,100.    1,046,770.      MT  (+/- 180 meters Scaled)
 BX0466
 BX0466                          SUPERSEDED SURVEY CONTROL
 BX0466
 BX0466  NGVD 29 (??/??/??)   89.178  (m)          292.58   (f) ADJUSTED    2 0
 BX0466
 BX0466.Superseded values are not recommended for survey control.
 BX0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0466.See file dsdata.txt to determine how the superseded data were derived.
 BX0466
 BX0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR940245(NAD 83)
 BX0466_MARKER: DB = BENCH MARK DISK
 BX0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0466_STAMPING: Z 139 1950
 BX0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0466+STABILITY: SURFACE MOTION
 BX0466
 BX0466  HISTORY     - Date     Condition        Report By
 BX0466  HISTORY     - 1950     MONUMENTED       CGS
 BX0466
 BX0466                          STATION DESCRIPTION
 BX0466
 BX0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BX0466'4.3 MI S FROM ROSEFIELD.
 BX0466'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 111 FROM THE CEMETERY AT
 BX0466'ROSEFIELD, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 112, THENCE
 BX0466'1.2 MILES SOUTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.1 MILES SOUTH
 BX0466'ALONG A WINDING DIRT ROAD.  AT A Y ROAD JUNCTION, 26 FEET WEST OF THE
 BX0466'CENTER LINE OF A NORTH AND SOUTH ROAD, 24 FEET NORTHEAST OF THE CENTER
 BX0466'LINE OF A SIDE ROAD LEADING NORTHWEST, 11 FEET SOUTHWEST OF A 4 INCH
 BX0466'TRIANGULAR BLAZED PINE TREE, 1.5 FEET NORTH OF A WITNESS POST, SET IN
 BX0466'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1734 ***********************************************************************
 CQ1734  DESIGNATION -  Z 140
 CQ1734  PID         -  CQ1734
 CQ1734  STATE/COUNTY-  LA/CADDO
 CQ1734  USGS QUAD   -  STONEWALL (1992)
 CQ1734
 CQ1734                         *CURRENT SURVEY CONTROL
 CQ1734  ___________________________________________________________________
 CQ1734* NAD 83(1986)-  32 16 12.     (N)    093 51 59.     (W)     SCALED    
 CQ1734* NAVD 88     -        67.702  (meters)     222.12   (feet)  ADJUSTED  
 CQ1734  ___________________________________________________________________
 CQ1734  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ1734  DYNAMIC HT  -          67.625 (meters)     221.87  (feet)  COMP
 CQ1734  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CQ1734
 CQ1734  VERT ORDER  -  FIRST     CLASS II
 CQ1734
 CQ1734.The horizontal coordinates were scaled from a topographic map and have
 CQ1734.an estimated accuracy of +/- 6 seconds.
 CQ1734
 CQ1734.The orthometric height was determined by differential leveling
 CQ1734.and adjusted by the National Geodetic Survey in June 1991..
 CQ1734
 CQ1734.The geoid height was determined by GEOID03.
 CQ1734
 CQ1734.The dynamic height is computed by dividing the NAVD 88
 CQ1734.geopotential number by the normal gravity value computed on the
 CQ1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1734.degrees latitude (g = 980.6199 gals.).
 CQ1734
 CQ1734.The modeled gravity was interpolated from observed gravity values.
 CQ1734
 CQ1734;                    North         East    Units  Estimated Accuracy
 CQ1734;SPC LA N     -   197,060.      871,280.      MT  (+/- 180 meters Scaled)
 CQ1734
 CQ1734                          SUPERSEDED SURVEY CONTROL
 CQ1734
 CQ1734  NGVD 29 (??/??/??)   67.747  (m)          222.27   (f) ADJUSTED    1 2
 CQ1734
 CQ1734.Superseded values are not recommended for survey control.
 CQ1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1734.See file dsdata.txt to determine how the superseded data were derived.
 CQ1734
 CQ1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR184706(NAD 83)
 CQ1734_MARKER: DB = BENCH MARK DISK
 CQ1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1734_STAMPING: Z 140 1952
 CQ1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1734+STABILITY: SURFACE MOTION
 CQ1734
 CQ1734  HISTORY     - Date     Condition        Report By
 CQ1734  HISTORY     - 1952     MONUMENTED       CGS
 CQ1734  HISTORY     - 1976     MARK NOT FOUND   USGS
 CQ1734  HISTORY     - 1979     MARK NOT FOUND   NGS
 CQ1734
 CQ1734                          STATION DESCRIPTION
 CQ1734
 CQ1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CQ1734'5.0 MI SW FROM KEITHVILLE.
 CQ1734'1.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CQ1734'STATION AT KEITHVILLE, THENCE 3.8 MILES SOUTHWEST ALONG AN OILED ROAD.
 CQ1734'125 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH, 62 FEET
 CQ1734'SOUTHWEST OF A POWER LINE, 55 FEET NORTHWEST OF THE CENTER LINE OF THE
 CQ1734'ROAD, 18 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A
 CQ1734'FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CQ1734'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CQ1734
 CQ1734                          STATION RECOVERY (1976)
 CQ1734
 CQ1734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CQ1734'MARK NOT FOUND.
 CQ1734
 CQ1734                          STATION RECOVERY (1979)
 CQ1734
 CQ1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CQ1734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0083 ***********************************************************************
 CR0083  DESIGNATION -  Z 143
 CR0083  PID         -  CR0083
 CR0083  STATE/COUNTY-  LA/CADDO
 CR0083  USGS QUAD   -  WASKOM (1978)
 CR0083
 CR0083                         *CURRENT SURVEY CONTROL
 CR0083  ___________________________________________________________________
 CR0083* NAD 83(1986)-  32 27 36.     (N)    094 01 22.     (W)     SCALED    
 CR0083* NAVD 88     -        70.838  (meters)     232.41   (feet)  ADJUSTED  
 CR0083  ___________________________________________________________________
 CR0083  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CR0083  DYNAMIC HT  -          70.757 (meters)     232.14  (feet)  COMP
 CR0083  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CR0083
 CR0083  VERT ORDER  -  FIRST     CLASS II
 CR0083
 CR0083.The horizontal coordinates were scaled from a topographic map and have
 CR0083.an estimated accuracy of +/- 6 seconds.
 CR0083
 CR0083.The orthometric height was determined by differential leveling
 CR0083.and adjusted by the National Geodetic Survey in June 1991..
 CR0083
 CR0083.The geoid height was determined by GEOID03.
 CR0083
 CR0083.The dynamic height is computed by dividing the NAVD 88
 CR0083.geopotential number by the normal gravity value computed on the
 CR0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0083.degrees latitude (g = 980.6199 gals.).
 CR0083
 CR0083.The modeled gravity was interpolated from observed gravity values.
 CR0083
 CR0083;                    North         East    Units  Estimated Accuracy
 CR0083;SPC LA N     -   218,330.      856,840.      MT  (+/- 180 meters Scaled)
 CR0083
 CR0083                          SUPERSEDED SURVEY CONTROL
 CR0083
 CR0083  NGVD 29 (??/??/92)   70.907  (m)          232.63   (f) ADJ UNCH    1 2
 CR0083
 CR0083.Superseded values are not recommended for survey control.
 CR0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0083.See file dsdata.txt to determine how the superseded data were derived.
 CR0083
 CR0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR038918(NAD 83)
 CR0083_MARKER: DB = BENCH MARK DISK
 CR0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0083_STAMPING: Z 143 1954
 CR0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0083+STABILITY: SURFACE MOTION
 CR0083
 CR0083  HISTORY     - Date     Condition        Report By
 CR0083  HISTORY     - 1954     MONUMENTED       CGS
 CR0083
 CR0083                          STATION DESCRIPTION
 CR0083
 CR0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0083'2.55 MI SE FROM WASKOM.
 CR0083'2.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CR0083'WASKOM, ACROSS THE HIGHWAY FROM A REPTILE GARDEN, 45 FEET NORTH OF THE
 CR0083'CENTER LINE OF THE HIGHWAY, 93.5 FEET NORTH OF A POWER POLE, 27.8 FEET
 CR0083'SOUTH OF THE SOUTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 60 FEET EAST
 CR0083'OF THE CENTER LINE OF A PRIVATE DIRT ROAD, 7 FEET NORTH OF A ROW OF
 CR0083'TELEPHONE POLES, 2.4 FEET EAST OF A WITNESS POST, 0.6 MILE NORTHWEST
 CR0083'OF BENCH MARK Y 143, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CR0083'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1057 ***********************************************************************
 BK1057  DESIGNATION -  Z 15 RESET 1960
 BK1057  PID         -  BK1057
 BK1057  STATE/COUNTY-  LA/ALLEN
 BK1057  USGS QUAD   -  OAKDALE (1993)
 BK1057
 BK1057                         *CURRENT SURVEY CONTROL
 BK1057  ___________________________________________________________________
 BK1057* NAD 83(1986)-  30 50 23.     (N)    092 39 08.     (W)     SCALED    
 BK1057* NAVD 88     -        34.506  (meters)     113.21   (feet)  ADJUSTED  
 BK1057  ___________________________________________________________________
 BK1057  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BK1057  DYNAMIC HT  -          34.462 (meters)     113.06  (feet)  COMP
 BK1057  MODELED GRAV-     979,367.2   (mgal)                       NAVD 88
 BK1057
 BK1057  VERT ORDER  -  FIRST     CLASS I
 BK1057
 BK1057.The horizontal coordinates were scaled from a topographic map and have
 BK1057.an estimated accuracy of +/- 6 seconds.
 BK1057
 BK1057.The orthometric height was determined by differential leveling
 BK1057.and adjusted by the National Geodetic Survey in February 1994..
 BK1057
 BK1057.The geoid height was determined by GEOID03.
 BK1057
 BK1057.The dynamic height is computed by dividing the NAVD 88
 BK1057.geopotential number by the normal gravity value computed on the
 BK1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1057.degrees latitude (g = 980.6199 gals.).
 BK1057
 BK1057.The modeled gravity was interpolated from observed gravity values.
 BK1057
 BK1057;                    North         East    Units  Estimated Accuracy
 BK1057;SPC LA S     -   260,080.      873,830.      MT  (+/- 180 meters Scaled)
 BK1057
 BK1057                          SUPERSEDED SURVEY CONTROL
 BK1057
 BK1057  NAVD 88 (06/15/91)   34.498  (m)          113.18   (f) UNKNOWN     1 1
 BK1057  NGVD 29 (??/??/??)   34.482  (m)          113.13   (f) ADJUSTED    1 1
 BK1057
 BK1057.Superseded values are not recommended for survey control.
 BK1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1057.See file dsdata.txt to determine how the superseded data were derived.
 BK1057
 BK1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ332118(NAD 83)
 BK1057_MARKER: DB = BENCH MARK DISK
 BK1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1057_STAMPING: Z 15 RESET 1960
 BK1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1057+STABILITY: SURFACE MOTION
 BK1057
 BK1057  HISTORY     - Date     Condition        Report By
 BK1057  HISTORY     - 1960     MONUMENTED       CGS
 BK1057  HISTORY     - 1970     GOOD             NGS
 BK1057  HISTORY     - 1982     GOOD             LADTD
 BK1057
 BK1057                          STATION DESCRIPTION
 BK1057
 BK1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1057'1.7 MI NE FROM OAKDALE.
 BK1057'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1057'STATION AT OAKDALE, 1/2 POLE SOUTHWEST OF MILEPOST 634, 49 FEET
 BK1057'NORTHWEST OF THE NORTHWEST RAIL AND THE NORTHEAST END OF WOODEN
 BK1057'RAILROAD TRESTLE NUMBER 634, 58 FEET SOUTHEAST OF THE CENTER LINE OF
 BK1057'U.S. HIGHWAY 165, 53 FEET EAST OF THE NORTHEAST END OF THE SOUTHEAST
 BK1057'CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 1.5 FEET
 BK1057'SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 BK1057'HIGHWAY, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 BK1057'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF
 BK1057'THE GROUND.  SEC 35, T S 2, R 3 W.
 BK1057
 BK1057                          STATION RECOVERY (1982)
 BK1057
 BK1057'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BK1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2286 ***********************************************************************
 BJ2286  DESIGNATION -  Z 17
 BJ2286  PID         -  BJ2286
 BJ2286  STATE/COUNTY-  LA/IBERVILLE
 BJ2286  USGS QUAD   -  MARINGOUIN (1992)
 BJ2286
 BJ2286                         *CURRENT SURVEY CONTROL
 BJ2286  ___________________________________________________________________
 BJ2286* NAD 83(1986)-  30 22 37.     (N)    091 36 10.     (W)     SCALED    
 BJ2286* NAVD 88     -         5.73   (+/-2cm)      18.8    (feet)  VERTCON   
 BJ2286  ___________________________________________________________________
 BJ2286  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ2286
 BJ2286  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2286
 BJ2286.The horizontal coordinates were scaled from a topographic map and have
 BJ2286.an estimated accuracy of +/- 6 seconds.
 BJ2286
 BJ2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2286.The vertical order pertains to the NGVD 29 superseded value.
 BJ2286
 BJ2286.The geoid height was determined by GEOID03.
 BJ2286
 BJ2286;                    North         East    Units  Estimated Accuracy
 BJ2286;SPC LA S     -   208,080.      974,100.      MT  (+/- 180 meters Scaled)
 BJ2286
 BJ2286                          SUPERSEDED SURVEY CONTROL
 BJ2286
 BJ2286  NGVD 29 (??/??/??)    5.744  (m)           18.85   (f) ADJUSTED    1 2
 BJ2286
 BJ2286.Superseded values are not recommended for survey control.
 BJ2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2286.See file dsdata.txt to determine how the superseded data were derived.
 BJ2286
 BJ2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP342613(NAD 83)
 BJ2286_MARKER: DB = BENCH MARK DISK
 BJ2286_SETTING: 0 = UNSPECIFIED SETTING
 BJ2286_STAMPING: Z 17 1934
 BJ2286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ2286
 BJ2286  HISTORY     - Date     Condition        Report By
 BJ2286  HISTORY     - 1934     MONUMENTED       CGS
 BJ2286  HISTORY     - 1965     MARK NOT FOUND   CGS
 BJ2286
 BJ2286                          STATION DESCRIPTION
 BJ2286
 BJ2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2286'10.0 MI W FROM GROSSE TETE.
 BJ2286'10.0 MILES WEST ALONG THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD
 BJ2286'FROM THE STATION AT GROSSE TETE, AT DES GLAISE, OPPOSITE THE POST
 BJ2286'OFFICE, 80 FEET EAST OF DRAWBRIDGE 27 A, AND 10 FEET SOUTH OF THE
 BJ2286'CENTERLINE OF THE OLD ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1865 ***********************************************************************
 CQ1865  DESIGNATION -  Z 177
 CQ1865  PID         -  CQ1865
 CQ1865  STATE/COUNTY-  LA/BOSSIER
 CQ1865  USGS QUAD   -  PLAIN DEALING (1981)
 CQ1865
 CQ1865                         *CURRENT SURVEY CONTROL
 CQ1865  ___________________________________________________________________
 CQ1865* NAD 83(1986)-  32 55 14.     (N)    093 41 57.     (W)     SCALED    
 CQ1865* NAVD 88     -        96.239  (meters)     315.74   (feet)  ADJUSTED  
 CQ1865  ___________________________________________________________________
 CQ1865  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CQ1865  DYNAMIC HT  -          96.132 (meters)     315.39  (feet)  COMP
 CQ1865  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 CQ1865
 CQ1865  VERT ORDER  -  FIRST     CLASS II
 CQ1865
 CQ1865.The horizontal coordinates were scaled from a topographic map and have
 CQ1865.an estimated accuracy of +/- 6 seconds.
 CQ1865
 CQ1865.The orthometric height was determined by differential leveling
 CQ1865.and adjusted by the National Geodetic Survey in June 1991..
 CQ1865
 CQ1865.The geoid height was determined by GEOID03.
 CQ1865
 CQ1865.The dynamic height is computed by dividing the NAVD 88
 CQ1865.geopotential number by the normal gravity value computed on the
 CQ1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1865.degrees latitude (g = 980.6199 gals.).
 CQ1865
 CQ1865.The modeled gravity was interpolated from observed gravity values.
 CQ1865
 CQ1865;                    North         East    Units  Estimated Accuracy
 CQ1865;SPC LA N     -   269,020.      887,830.      MT  (+/- 180 meters Scaled)
 CQ1865
 CQ1865                          SUPERSEDED SURVEY CONTROL
 CQ1865
 CQ1865  NGVD 29 (??/??/??)   96.302  (m)          315.95   (f) ADJUSTED    1 2
 CQ1865
 CQ1865.Superseded values are not recommended for survey control.
 CQ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1865.See file dsdata.txt to determine how the superseded data were derived.
 CQ1865
 CQ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS346426(NAD 83)
 CQ1865_MARKER: DB = BENCH MARK DISK
 CQ1865_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CQ1865_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CQ1865_STAMPING: Z 177 1960
 CQ1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1865
 CQ1865  HISTORY     - Date     Condition        Report By
 CQ1865  HISTORY     - 1960     MONUMENTED       CGS
 CQ1865  HISTORY     - 1969     GOOD             LADH
 CQ1865  HISTORY     - 1976     GOOD             LADTD
 CQ1865
 CQ1865                          STATION DESCRIPTION
 CQ1865
 CQ1865'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 CQ1865'1.1 MI N FROM PLAIN DEALING.
 CQ1865'ABOUT 1.1 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CQ1865'STATION AT PLAIN DEALING, THREE POLES SOUTH OF MILEPOST 421, 45 FEET
 CQ1865'WEST OF THE WEST RAIL, 11 FEET WEST OF THIRD POLE SOUTH OF MILEPOST
 CQ1865'421, 55 FEET SOUTH OF A 16 INCH SWEET GUM TREE, 562 FEET NORTH OF ROAD
 CQ1865'CROSSING LEADING TO THE ANTHONY PLYWOOD MILL, 1 FOOT EAST OF A FENCE,
 CQ1865'0.6 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE TRACKS,
 CQ1865'AND ON THE TOP OF AN IRON PIPE PROJECTING 8 INCHES.
 CQ1865
 CQ1865                          STATION RECOVERY (1976)
 CQ1865
 CQ1865'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 CQ1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0929 ***********************************************************************
 BJ0929  DESIGNATION -  Z 178
 BJ0929  PID         -  BJ0929
 BJ0929  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0929  USGS QUAD   -  HAMMOND (1994)
 BJ0929
 BJ0929                         *CURRENT SURVEY CONTROL
 BJ0929  ___________________________________________________________________
 BJ0929* NAD 83(1986)-  30 30 24.     (N)    090 29 00.     (W)     SCALED    
 BJ0929* NAVD 88     -        12.308  (meters)      40.38   (feet)  ADJUSTED  
 BJ0929  ___________________________________________________________________
 BJ0929  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ0929  DYNAMIC HT  -          12.292 (meters)      40.33  (feet)  COMP
 BJ0929  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ0929
 BJ0929  VERT ORDER  -  FIRST     CLASS I
 BJ0929
 BJ0929.The horizontal coordinates were scaled from a topographic map and have
 BJ0929.an estimated accuracy of +/- 6 seconds.
 BJ0929
 BJ0929.The orthometric height was determined by differential leveling
 BJ0929.and adjusted by the National Geodetic Survey in February 1994..
 BJ0929
 BJ0929.The geoid height was determined by GEOID03.
 BJ0929
 BJ0929.The dynamic height is computed by dividing the NAVD 88
 BJ0929.geopotential number by the normal gravity value computed on the
 BJ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0929.degrees latitude (g = 980.6199 gals.).
 BJ0929
 BJ0929.The modeled gravity was interpolated from observed gravity values.
 BJ0929
 BJ0929;                    North         East    Units  Estimated Accuracy
 BJ0929;SPC LA S     -   222,730.    1,081,590.      MT  (+/- 180 meters Scaled)
 BJ0929
 BJ0929                          SUPERSEDED SURVEY CONTROL
 BJ0929
 BJ0929  NAVD 88 (06/15/91)   12.344  (m)           40.50   (f) UNKNOWN     1 1
 BJ0929  NGVD 29 (??/??/??)   12.323  (m)           40.43   (f) ADJUSTED    1 1
 BJ0929
 BJ0929.Superseded values are not recommended for survey control.
 BJ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0929.See file dsdata.txt to determine how the superseded data were derived.
 BJ0929
 BJ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP415776(NAD 83)
 BJ0929_MARKER: DB = BENCH MARK DISK
 BJ0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0929_SP_SET: CONCRETE BASE
 BJ0929_STAMPING: Z 178 1959
 BJ0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0929
 BJ0929  HISTORY     - Date     Condition        Report By
 BJ0929  HISTORY     - 1959     MONUMENTED       CGS
 BJ0929  HISTORY     - 1969     GOOD             CGS
 BJ0929  HISTORY     - 1976     GOOD             NGS
 BJ0929
 BJ0929                          STATION DESCRIPTION
 BJ0929
 BJ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0929'1.4 MI W FROM HAMMOND.
 BJ0929'ABOUT 1.2 MILES WEST ALONG WEST CHURCH STREET FROM THE ILLINOIS
 BJ0929'CENTRAL RAILROAD STATION AT HAMMOND, THENCE 0.2 MILE NORTH ALONG U. S.
 BJ0929'HIGHWAY 51, AT THE LOUISIANA HIGHWAY DEPARTMENT HDQ FOR DISTRICT 62,
 BJ0929'SET ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR A
 BJ0929'320-FOOT RADIO TOWER, 159 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BJ0929'39 1/2 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY, ABOUT LEVEL WITH
 BJ0929'THE HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE GROUND. SEC 22 ,T6S ,R
 BJ0929'7E.
 BJ0929
 BJ0929                          STATION RECOVERY (1976)
 BJ0929
 BJ0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1786 ***********************************************************************
 BJ1786  DESIGNATION -  Z 179
 BJ1786  PID         -  BJ1786
 BJ1786  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1786  USGS QUAD   -  KENTWOOD (1980)
 BJ1786
 BJ1786                         *CURRENT SURVEY CONTROL
 BJ1786  ___________________________________________________________________
 BJ1786* NAD 83(1986)-  30 56 45.     (N)    090 30 07.     (W)     SCALED    
 BJ1786* NAVD 88     -        62.031  (meters)     203.51   (feet)  READJUSTED
 BJ1786  ___________________________________________________________________
 BJ1786  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1786  DYNAMIC HT  -          61.950 (meters)     203.25  (feet)  COMP
 BJ1786  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 BJ1786
 BJ1786  VERT ORDER  -  ?
 BJ1786
 BJ1786.The horizontal coordinates were scaled from a topographic map and have
 BJ1786.an estimated accuracy of +/- 6 seconds.
 BJ1786
 BJ1786.The orthometric height was determined by differential leveling
 BJ1786.and adjusted by the National Geodetic Survey in June 1991..
 BJ1786.The height was derived from older observations constrained to new
 BJ1786.heights in a crustal motion area.  The height is approximate in
 BJ1786.relation to other heights in its vicinity.
 BJ1786
 BJ1786.The geoid height was determined by GEOID03.
 BJ1786
 BJ1786.The dynamic height is computed by dividing the NAVD 88
 BJ1786.geopotential number by the normal gravity value computed on the
 BJ1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1786.degrees latitude (g = 980.6199 gals.).
 BJ1786
 BJ1786.The modeled gravity was interpolated from observed gravity values.
 BJ1786
 BJ1786;                    North         East    Units  Estimated Accuracy
 BJ1786;SPC LA S     -   271,410.    1,079,450.      MT  (+/- 180 meters Scaled)
 BJ1786
 BJ1786                          SUPERSEDED SURVEY CONTROL
 BJ1786
 BJ1786  NGVD 29 (??/??/??)   62.016  (m)          203.46   (f) ADJUSTED    1 1
 BJ1786
 BJ1786.Superseded values are not recommended for survey control.
 BJ1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1786.See file dsdata.txt to determine how the superseded data were derived.
 BJ1786
 BJ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ386262(NAD 83)
 BJ1786_MARKER: DB = BENCH MARK DISK
 BJ1786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ1786_SP_SET: ABUTMENT
 BJ1786_STAMPING: Z 179 1959
 BJ1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ1786
 BJ1786  HISTORY     - Date     Condition        Report By
 BJ1786  HISTORY     - 1959     MONUMENTED       CGS
 BJ1786  HISTORY     - 1969     GOOD             CGS
 BJ1786  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BJ1786
 BJ1786                          STATION DESCRIPTION
 BJ1786
 BJ1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1786'0.6 MI NE FROM KENTWOOD.
 BJ1786'ABOUT 0.6 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1786'CROSSING OF STATE HIGHWAY 38 AT KENTWOOD, 0.3 MILE SOUTHWEST OF
 BJ1786'MILEPOST 828, SET ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 BJ1786'ABUTMENT OF A LONG BRIDGE OVER COOL CREEK, 7.5 FEET NORTHWEST OF THE
 BJ1786'NORTHWEST RAIL OF THE NORTHWEST TRACK AND 1 FOOT BELOW THE LEVEL OF
 BJ1786'THE TRACK.
 BJ1786
 BJ1786                          STATION RECOVERY (1992)
 BJ1786
 BJ1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1786'THE MARK MAY STILL BE IN PLACE UNDER NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1184 ***********************************************************************
 BK1184  DESIGNATION -  Z 180
 BK1184  PID         -  BK1184
 BK1184  STATE/COUNTY-  LA/EVANGELINE
 BK1184  USGS QUAD   -  BOND (1986)
 BK1184
 BK1184                         *CURRENT SURVEY CONTROL
 BK1184  ___________________________________________________________________
 BK1184* NAD 83(1986)-  30 44 58.     (N)    092 30 38.     (W)     SCALED    
 BK1184* NAVD 88     -        30.34   (+/-2cm)      99.5    (feet)  VERTCON   
 BK1184  ___________________________________________________________________
 BK1184  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BK1184
 BK1184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1184
 BK1184.The horizontal coordinates were scaled from a topographic map and have
 BK1184.an estimated accuracy of +/- 6 seconds.
 BK1184
 BK1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1184.The vertical order pertains to the NGVD 29 superseded value.
 BK1184
 BK1184.The geoid height was determined by GEOID03.
 BK1184
 BK1184;                    North         East    Units  Estimated Accuracy
 BK1184;SPC LA S     -   249,920.      887,280.      MT  (+/- 180 meters Scaled)
 BK1184
 BK1184                          SUPERSEDED SURVEY CONTROL
 BK1184
 BK1184  NGVD 29 (??/??/??)   30.312  (m)           99.45   (f) ADJUSTED    2 0
 BK1184
 BK1184.Superseded values are not recommended for survey control.
 BK1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1184.See file dsdata.txt to determine how the superseded data were derived.
 BK1184
 BK1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ468019(NAD 83)
 BK1184_MARKER: DB = BENCH MARK DISK
 BK1184_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1184_SP_SET: 112 FEET
 BK1184_STAMPING: Z 180 1961
 BK1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1184
 BK1184  HISTORY     - Date     Condition        Report By
 BK1184  HISTORY     - 1961     MONUMENTED       CGS
 BK1184
 BK1184                          STATION DESCRIPTION
 BK1184
 BK1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK1184'9.95 MI NW FROM VIDRINE.
 BK1184'ABOUT 9.95 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 BK1184'BUILDING AT VIDRINE, IN SECTION 31, T 3 S, R 1 W, 47 FEET NORTHEAST OF
 BK1184'THE CENTER LINE OF THE HIGHWAY, 63 FEET EAST OF THE CENTER OF THE
 BK1184'JUNCTION OF THE HIGHWAY AND A GRADED DIRT ROAD LEADING NORTHEAST, 32
 BK1184'FEET SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 7 1/2 FEET SOUTH OF A
 BK1184'CORNER FENCE POST, 6 1/2 FEET NORTHEAST OF A LONE 12-INCH OAK TREE, 4
 BK1184'FEET SOUTHWEST OF A FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 BK1184'ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 BK1184'COATED ROD THAT IS DRIVEN TO A DEPTH OF 112 FEET AND IS ENCASED IN A 6
 BK1184'INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1173 ***********************************************************************
 BX1173  DESIGNATION -  Z 181
 BX1173  PID         -  BX1173
 BX1173  STATE/COUNTY-  LA/RAPIDES
 BX1173  USGS QUAD   -  SIEPER (1978)
 BX1173
 BX1173                         *CURRENT SURVEY CONTROL
 BX1173  ___________________________________________________________________
 BX1173* NAD 83(1986)-  31 08 39.     (N)    092 45 08.     (W)     SCALED    
 BX1173* NAVD 88     -        55.23   (+/-2cm)     181.2    (feet)  VERTCON   
 BX1173  ___________________________________________________________________
 BX1173  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BX1173
 BX1173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1173
 BX1173.The horizontal coordinates were scaled from a topographic map and have
 BX1173.an estimated accuracy of +/- 6 seconds.
 BX1173
 BX1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1173.The vertical order pertains to the NGVD 29 superseded value.
 BX1173
 BX1173.The geoid height was determined by GEOID03.
 BX1173
 BX1173;                    North         East    Units  Estimated Accuracy
 BX1173;SPC LA N     -    71,450.      975,950.      MT  (+/- 180 meters Scaled)
 BX1173
 BX1173                          SUPERSEDED SURVEY CONTROL
 BX1173
 BX1173  NGVD 29 (??/??/??)   55.234  (m)          181.21   (f) ADJUSTED    2 0
 BX1173
 BX1173.Superseded values are not recommended for survey control.
 BX1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1173.See file dsdata.txt to determine how the superseded data were derived.
 BX1173
 BX1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ236456(NAD 83)
 BX1173_MARKER: DB = BENCH MARK DISK
 BX1173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1173_SP_SET: CATTLE GUARD
 BX1173_STAMPING: Z 181 1961
 BX1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1173
 BX1173  HISTORY     - Date     Condition        Report By
 BX1173  HISTORY     - 1961     MONUMENTED       CGS
 BX1173  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1173
 BX1173                          STATION DESCRIPTION
 BX1173
 BX1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BX1173'0.4 MI E FROM HINESTON.
 BX1173'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF THE
 BX1173'HIGHWAY AND STATE HIGHWAY 28 AT HINESTON, IN SECTION 14, T 2 N, R 4 W,
 BX1173'0.9 MILE WEST OF THE OAK HILL HIGH SCHOOL, 0.1 MILE EAST OF A SMALL
 BX1173'WOODEN BRIDGE, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BX1173'THE TOP OF THE CENTER OF THE NORTH CONCRETE RETAINING WALL OF A STEEL
 BX1173'AND CONCRETE CATTLE GUARD, AND ABOUT LEVEL WITH THE HIGHWAY.
 BX1173
 BX1173                          STATION RECOVERY (1999)
 BX1173
 BX1173'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1207 ***********************************************************************
 BK1207  DESIGNATION -  Z 182
 BK1207  PID         -  BK1207
 BK1207  STATE/COUNTY-  LA/VERNON
 BK1207  USGS QUAD   -  PITKIN (1972)
 BK1207
 BK1207                         *CURRENT SURVEY CONTROL
 BK1207  ___________________________________________________________________
 BK1207* NAD 83(1986)-  30 56 04.     (N)    092 56 12.     (W)     SCALED    
 BK1207* NAVD 88     -        50.81   (+/-2cm)     166.7    (feet)  VERTCON   
 BK1207  ___________________________________________________________________
 BK1207  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BK1207
 BK1207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1207
 BK1207.The horizontal coordinates were scaled from a topographic map and have
 BK1207.an estimated accuracy of +/- 6 seconds.
 BK1207
 BK1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1207.The vertical order pertains to the NGVD 29 superseded value.
 BK1207
 BK1207.The geoid height was determined by GEOID03.
 BK1207
 BK1207;                    North         East    Units  Estimated Accuracy
 BK1207;SPC LA N     -    48,260.      958,270.      MT  (+/- 180 meters Scaled)
 BK1207
 BK1207                          SUPERSEDED SURVEY CONTROL
 BK1207
 BK1207  NGVD 29 (??/??/??)   50.858  (m)          166.86   (f) ADJUSTED    2 0
 BK1207
 BK1207.Superseded values are not recommended for survey control.
 BK1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1207.See file dsdata.txt to determine how the superseded data were derived.
 BK1207
 BK1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ060223(NAD 83)
 BK1207_MARKER: DB = BENCH MARK DISK
 BK1207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1207_SP_SET: PIPE
 BK1207_STAMPING: Z 182 1961
 BK1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1207
 BK1207  HISTORY     - Date     Condition        Report By
 BK1207  HISTORY     - 1961     MONUMENTED       CGS
 BK1207  HISTORY     - 1973     GOOD             LADTD
 BK1207  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1207  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1207
 BK1207                          STATION DESCRIPTION
 BK1207
 BK1207'DESCRIBED BY LA TRANSP AND DEV 1973
 BK1207'IN PITKIN.
 BK1207'THIS MARK IS LOCATED ABOUT .05 MILES SOUTHWEST OF THE POST OFFICE AT
 BK1207'PITKIN.  30.5 FEET NORTHEAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 BK1207'SANTA FE RAILROAD.  30 FEET SOUTHWEST OF THE WEST RAIL OF A SPUR
 BK1207'TRACK.  192 FEET SOUTHWEST OF THE JUNCTION OF LOUISIANA HIGHWAY 10 AND
 BK1207'463.  SET IN THE TOP OF A 4 INCH PIPE FLUSH WITH THE GROUND.  A STEEL
 BK1207'WITNESS POST IS SET 3 FEET WEST OF THE MARK.
 BK1207
 BK1207                          STATION RECOVERY (1994)
 BK1207
 BK1207'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1207'MARK NOT FOUND.
 BK1207
 BK1207                          STATION RECOVERY (2001)
 BK1207
 BK1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1207'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1750 ***********************************************************************
 BJ1750  DESIGNATION -  Z 19
 BJ1750  PID         -  BJ1750
 BJ1750  STATE/COUNTY-  LA/TANGIPAHOA
 BJ1750  USGS QUAD   -  AMITE (1974)
 BJ1750
 BJ1750                         *CURRENT SURVEY CONTROL
 BJ1750  ___________________________________________________________________
 BJ1750* NAD 83(1986)-  30 41 52.     (N)    090 30 29.     (W)     SCALED    
 BJ1750* NAVD 88     -        32.278  (meters)     105.90   (feet)  ADJUSTED  
 BJ1750  ___________________________________________________________________
 BJ1750  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1750  DYNAMIC HT  -          32.236 (meters)     105.76  (feet)  COMP
 BJ1750  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BJ1750
 BJ1750  VERT ORDER  -  FIRST     CLASS I
 BJ1750
 BJ1750.The horizontal coordinates were scaled from a topographic map and have
 BJ1750.an estimated accuracy of +/- 6 seconds.
 BJ1750
 BJ1750.The orthometric height was determined by differential leveling
 BJ1750.and adjusted by the National Geodetic Survey in February 1994..
 BJ1750
 BJ1750.The geoid height was determined by GEOID03.
 BJ1750
 BJ1750.The dynamic height is computed by dividing the NAVD 88
 BJ1750.geopotential number by the normal gravity value computed on the
 BJ1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ1750.degrees latitude (g = 980.6199 gals.).
 BJ1750
 BJ1750.The modeled gravity was interpolated from observed gravity values.
 BJ1750
 BJ1750;                    North         East    Units  Estimated Accuracy
 BJ1750;SPC LA S     -   243,900.    1,079,060.      MT  (+/- 180 meters Scaled)
 BJ1750
 BJ1750                          SUPERSEDED SURVEY CONTROL
 BJ1750
 BJ1750  NAVD 88 (06/15/91)   32.320  (m)          106.04   (f) UNKNOWN     1 1
 BJ1750  NGVD 29 (??/??/??)   32.302  (m)          105.98   (f) ADJUSTED    1 1
 BJ1750
 BJ1750.Superseded values are not recommended for survey control.
 BJ1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1750.See file dsdata.txt to determine how the superseded data were derived.
 BJ1750
 BJ1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP386987(NAD 83)
 BJ1750_MARKER: DB = BENCH MARK DISK
 BJ1750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ1750_SP_SET: HEADWALL
 BJ1750_STAMPING: Z 19 1934 106.230
 BJ1750_MARK LOGO: CGS   
 BJ1750_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1750+STABILITY: SURFACE MOTION
 BJ1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1750+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 BJ1750
 BJ1750  HISTORY     - Date     Condition        Report By
 BJ1750  HISTORY     - 1934     MONUMENTED       CGS
 BJ1750  HISTORY     - 1969     GOOD             CGS
 BJ1750  HISTORY     - 19920611 GOOD             NGS
 BJ1750
 BJ1750                          STATION DESCRIPTION
 BJ1750
 BJ1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ1750'2.0 MI S FROM AMITE.
 BJ1750'ABOUT 2.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BJ1750'STATION AT AMITE, 0.5 MILE SOUTH OF MILEPOST 845, 0.1 MILE SOUTH OF A
 BJ1750'GRAVELED ROAD CROSSING LEADING EAST ACROSS TRACK FROM U. S. HIGHWAY
 BJ1750'51, SET ON THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL FOR
 BJ1750'A 2-FOOT BOX CULVERT UNDER U. S. HIGHWAY 51, 66 FEET WEST OF THE WEST
 BJ1750'RAIL, 20.5 FET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL
 BJ1750'WITH THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 16, T
 BJ1750'4S, R 7E.
 BJ1750
 BJ1750                          STATION RECOVERY (1992)
 BJ1750
 BJ1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ1750'0.2 KM (0.10 MI) WESTERLY ALONG MULBERRY STREET FROM THE POST OFFICE
 BJ1750'IN AMITE, THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 51, IN
 BJ1750'TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 BJ1750'HEADWALL OF A BOX CULVERT, 24.5 M (80.4 FT) WEST OF THE NEAR RAIL OF
 BJ1750'THE ILLINOIS CENTRAL RAILROAD, AND 6.3 M (20.7 FT) EAST OF AND LEVEL
 BJ1750'WITH THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2317 ***********************************************************************
 BJ2317  DESIGNATION -  Z 201
 BJ2317  PID         -  BJ2317
 BJ2317  STATE/COUNTY-  LA/POINTE COUPEE
 BJ2317  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2317
 BJ2317                         *CURRENT SURVEY CONTROL
 BJ2317  ___________________________________________________________________
 BJ2317* NAD 83(1986)-  30 29 02.     (N)    091 44 48.     (W)     SCALED    
 BJ2317* NAVD 88     -         8.20   (+/-2cm)      26.9    (feet)  VERTCON   
 BJ2317  ___________________________________________________________________
 BJ2317  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2317
 BJ2317  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2317
 BJ2317.The horizontal coordinates were scaled from a topographic map and have
 BJ2317.an estimated accuracy of +/- 6 seconds.
 BJ2317
 BJ2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2317.The vertical order pertains to the NGVD 29 superseded value.
 BJ2317
 BJ2317.The geoid height was determined by GEOID03.
 BJ2317
 BJ2317;                    North         East    Units  Estimated Accuracy
 BJ2317;SPC LA S     -   219,980.      960,320.      MT  (+/- 180 meters Scaled)
 BJ2317
 BJ2317                          SUPERSEDED SURVEY CONTROL
 BJ2317
 BJ2317  NGVD 29 (??/??/??)    8.211  (m)           26.94   (f) ADJUSTED    1 2
 BJ2317
 BJ2317.Superseded values are not recommended for survey control.
 BJ2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2317.See file dsdata.txt to determine how the superseded data were derived.
 BJ2317
 BJ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP202730(NAD 83)
 BJ2317_MARKER: DB = BENCH MARK DISK
 BJ2317_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ2317_SP_SET: 120 FEET
 BJ2317_STAMPING: Z 201 1964
 BJ2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ2317
 BJ2317  HISTORY     - Date     Condition        Report By
 BJ2317  HISTORY     - 1964     MONUMENTED       CGS
 BJ2317  HISTORY     - 1965     GOOD             CGS
 BJ2317
 BJ2317                          STATION DESCRIPTION
 BJ2317
 BJ2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2317'6.8 MI S FROM KROTZ SPRINGS.
 BJ2317'1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BJ2317'KROTZ SPRINGS, THENCE 5.7 MILES SOUTH ALONG STATE ROAD 975, ABOUT
 BJ2317'MIDWAY BETWEEN TWO CURVES IN A LEVEE, 39 FEET NORTHEAST OF THE CENTER
 BJ2317'LINE OF THE ROAD, 23 FEET SOUTHWEST OF A 16-INCH TREE BEARING A
 BJ2317'TRIANGULAR BLAZE, 2.5 FEET SOUTHEAST OF A CREOSOTED WITNESS POST,
 BJ2317'ABOUT LEVEL WITH THE ROAD, AND SET ON THE TOP OF A 5/8-INCH COPPER
 BJ2317'COATED ROD THAT IS DRIVEN TO A DEPTH OF 120 FEET AND IS ENCASED IN A
 BJ2317'5-INCH CAST IRON PIPE WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2246 ***********************************************************************
 BJ2246  DESIGNATION -  Z 203
 BJ2246  PID         -  BJ2246
 BJ2246  STATE/COUNTY-  LA/ST LANDRY
 BJ2246  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2246
 BJ2246                         *CURRENT SURVEY CONTROL
 BJ2246  ___________________________________________________________________
 BJ2246* NAD 83(1986)-  30 28 45.     (N)    091 56 54.     (W)     SCALED    
 BJ2246* NAVD 88     -         8.23   (+/-2cm)      27.0    (feet)  VERTCON   
 BJ2246  ___________________________________________________________________
 BJ2246  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ2246
 BJ2246  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2246
 BJ2246.The horizontal coordinates were scaled from a topographic map and have
 BJ2246.an estimated accuracy of +/- 6 seconds.
 BJ2246
 BJ2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2246.The vertical order pertains to the NGVD 29 superseded value.
 BJ2246
 BJ2246.The geoid height was determined by GEOID03.
 BJ2246
 BJ2246;                    North         East    Units  Estimated Accuracy
 BJ2246;SPC LA S     -   219,540.      940,950.      MT  (+/- 180 meters Scaled)
 BJ2246
 BJ2246                          SUPERSEDED SURVEY CONTROL
 BJ2246
 BJ2246  NGVD 29 (??/??/??)    8.208  (m)           26.93   (f) ADJUSTED    1 2
 BJ2246
 BJ2246.Superseded values are not recommended for survey control.
 BJ2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2246.See file dsdata.txt to determine how the superseded data were derived.
 BJ2246
 BJ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP009723(NAD 83)
 BJ2246_MARKER: DB = BENCH MARK DISK
 BJ2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2246_STAMPING: Z 203 1964
 BJ2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2246+STABILITY: SURFACE MOTION
 BJ2246
 BJ2246  HISTORY     - Date     Condition        Report By
 BJ2246  HISTORY     - 1964     MONUMENTED       CGS
 BJ2246  HISTORY     - 1965     GOOD             CGS
 BJ2246
 BJ2246                          STATION DESCRIPTION
 BJ2246
 BJ2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2246'5.3 MI S FROM PORT BARRE.
 BJ2246'ABOUT 0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ2246'STATION AT PORT BARRE, THENCE 1.0 MILE SOUTH ALONG A BRANCH LINE OF
 BJ2246'THE RAILROAD, THENCE 3.7 MILES SOUTH ALONG STATE ROAD 741, OR ABOUT
 BJ2246'5.9 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM THE BRIDGE OVER BAYOU
 BJ2246'FUSILIER AT ARNAUDVILLE, THENCE 0.9 MILE NORTH ALONG STATE ROAD 741,
 BJ2246'49 FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF THE
 BJ2246'CENTER LINE OF A PRIVATE DRIVEWAY, 24 FEET NORTH OF A POWER POLE
 BJ2246'BEARING A TRANSFORMER, 17 FEET SOUTH OF THE CENTER OF AN ALUMINUM
 BJ2246'GATE, 1 1/2 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A WOODEN WITNESS
 BJ2246'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BJ2246'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0747 ***********************************************************************
 BJ0747  DESIGNATION -  Z 204 RESET
 BJ0747  PID         -  BJ0747
 BJ0747  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0747  USGS QUAD   -  FORDOCHE (1969)
 BJ0747
 BJ0747                         *CURRENT SURVEY CONTROL
 BJ0747  ___________________________________________________________________
 BJ0747* NAD 83(1986)-  30 33 14.     (N)    091 32 08.     (W)     SCALED    
 BJ0747* NAVD 88     -         7.497  (meters)      24.60   (feet)  ADJUSTED  
 BJ0747  ___________________________________________________________________
 BJ0747  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ0747  DYNAMIC HT  -           7.487 (meters)      24.56  (feet)  COMP
 BJ0747  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ0747
 BJ0747  VERT ORDER  -  FIRST     CLASS I
 BJ0747
 BJ0747.The horizontal coordinates were scaled from a topographic map and have
 BJ0747.an estimated accuracy of +/- 6 seconds.
 BJ0747
 BJ0747.The orthometric height was determined by differential leveling
 BJ0747.and adjusted by the National Geodetic Survey in February 1994..
 BJ0747
 BJ0747.The geoid height was determined by GEOID03.
 BJ0747
 BJ0747.The dynamic height is computed by dividing the NAVD 88
 BJ0747.geopotential number by the normal gravity value computed on the
 BJ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0747.degrees latitude (g = 980.6199 gals.).
 BJ0747
 BJ0747.The modeled gravity was interpolated from observed gravity values.
 BJ0747
 BJ0747;                    North         East    Units  Estimated Accuracy
 BJ0747;SPC LA S     -   227,680.      980,600.      MT  (+/- 180 meters Scaled)
 BJ0747
 BJ0747                          SUPERSEDED SURVEY CONTROL
 BJ0747
 BJ0747  NAVD 88 (06/15/91)    7.531  (m)           24.71   (f) UNKNOWN     1 1
 BJ0747  NGVD 29 (??/??/??)    7.494  (m)           24.59   (f) ADJUSTED    1 1
 BJ0747
 BJ0747.Superseded values are not recommended for survey control.
 BJ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0747.See file dsdata.txt to determine how the superseded data were derived.
 BJ0747
 BJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP404810(NAD 83)
 BJ0747_MARKER: DB = BENCH MARK DISK
 BJ0747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0747_SP_SET: HEADWALL
 BJ0747_STAMPING: Z 204 1964 RESET 1969
 BJ0747_MARK LOGO: CGS   
 BJ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0747+STABILITY: SURFACE MOTION
 BJ0747
 BJ0747  HISTORY     - Date     Condition        Report By
 BJ0747  HISTORY     - 1969     MONUMENTED       CGS
 BJ0747  HISTORY     - 1976     GOOD             NGS
 BJ0747  HISTORY     - 1986     GOOD             NGS
 BJ0747
 BJ0747                          STATION DESCRIPTION
 BJ0747
 BJ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BJ0747'1.35 MI E FROM LIVONIA.
 BJ0747'LOCATED 1.35 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0747'EAST END OF THE TRESTLE OVER BAYOU GROSSE TETE IN LIVIONA, IN THE
 BJ0747'NORTHWEST CORNER OF A BOX CULVERT UNDER THE HIGHWAY.  IT IS 189 FEET
 BJ0747'NORTH OF THE NORTH RAIL OF THE TRACK, 129.5 FEET WEST OF THE PROJECTED
 BJ0747'PLANE OF THE WEST WALL OF A GULF SERVICE STATION, 94.3 SSW OF THE
 BJ0747'SOUTH END OF A CY CHAIN LINK FENCE, 78 FEET SE OF THE EAST END OF A
 BJ0747'2-FOOT CONCRETE PIPE CULVERT UNDER THE DRIVEWAY LEADING TO A PRIVATE
 BJ0747'RESIDENCE, 65 FEET EAST OF THE CENTER OF A DRIVEWAY, 20.5 FEET NORTH
 BJ0747'OF THE CENTER OF THE WESTBOUND LANE OF TRAFFIC, IT IS A BENCH MARK
 BJ0747'DISK SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE CULVERT.
 BJ0747
 BJ0747                          STATION RECOVERY (1976)
 BJ0747
 BJ0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0747'1.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0747'HIGHWAY 77, 250 FT. WEST OF A SERVICE STATION AND A MOTEL, 20.5 FT.
 BJ0747'NORTH OF THE NORTH LANES OF THE HIGHWAY, 65 FT. EAST OF THE CENTER
 BJ0747'LINE OF THE EAST ONE OF 2 DRIVEWAYS LEADING NORTH, IN THE TOP OF THE
 BJ0747'WEST END OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT
 BJ0747'0.9 FT. EAST OF THE WEST END OF THE HEAD WALL.
 BJ0747
 BJ0747                          STATION RECOVERY (1986)
 BJ0747
 BJ0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0335 ***********************************************************************
 BJ0335  DESIGNATION -  Z 205
 BJ0335  PID         -  BJ0335
 BJ0335  STATE/COUNTY-  LA/ST LANDRY
 BJ0335  USGS QUAD   -  PORT BARRE (1994)
 BJ0335
 BJ0335                         *CURRENT SURVEY CONTROL
 BJ0335  ___________________________________________________________________
 BJ0335* NAD 83(1986)-  30 32 51.     (N)    091 53 22.     (W)     SCALED    
 BJ0335* NAVD 88     -         6.057  (meters)      19.87   (feet)  ADJUSTED  
 BJ0335  ___________________________________________________________________
 BJ0335  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0335  DYNAMIC HT  -           6.050 (meters)      19.85  (feet)  COMP
 BJ0335  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BJ0335
 BJ0335  VERT ORDER  -  FIRST     CLASS I
 BJ0335
 BJ0335.The horizontal coordinates were scaled from a topographic map and have
 BJ0335.an estimated accuracy of +/- 6 seconds.
 BJ0335
 BJ0335.The orthometric height was determined by differential leveling
 BJ0335.and adjusted by the National Geodetic Survey in February 1994..
 BJ0335
 BJ0335.The geoid height was determined by GEOID03.
 BJ0335
 BJ0335.The dynamic height is computed by dividing the NAVD 88
 BJ0335.geopotential number by the normal gravity value computed on the
 BJ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0335.degrees latitude (g = 980.6199 gals.).
 BJ0335
 BJ0335.The modeled gravity was interpolated from observed gravity values.
 BJ0335
 BJ0335;                    North         East    Units  Estimated Accuracy
 BJ0335;SPC LA S     -   227,090.      946,640.      MT  (+/- 180 meters Scaled)
 BJ0335
 BJ0335                          SUPERSEDED SURVEY CONTROL
 BJ0335
 BJ0335  NAVD 88 (06/15/91)    6.064  (m)           19.89   (f) UNKNOWN     1 1
 BJ0335  NGVD 29 (??/??/??)    6.037  (m)           19.81   (f) ADJUSTED    1 1
 BJ0335
 BJ0335.Superseded values are not recommended for survey control.
 BJ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0335.See file dsdata.txt to determine how the superseded data were derived.
 BJ0335
 BJ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP065799(NAD 83)
 BJ0335_MARKER: DB = BENCH MARK DISK
 BJ0335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0335_SP_SET: HEADWALL
 BJ0335_STAMPING: Z 205 1964
 BJ0335_MARK LOGO: CGS   
 BJ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0335+STABILITY: SURFACE MOTION
 BJ0335
 BJ0335  HISTORY     - Date     Condition        Report By
 BJ0335  HISTORY     - 1964     MONUMENTED       CGS
 BJ0335  HISTORY     - 1976     GOOD             NGS
 BJ0335  HISTORY     - 1986     GOOD             NGS
 BJ0335
 BJ0335                          STATION DESCRIPTION
 BJ0335
 BJ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0335'4.45 MI E FROM POST BARRE.
 BJ0335'ABOUT 4.45 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0335'STATION AT PORT BARRE, ABOUT 250 FEET NORTH ACROSS U.S. HIGHWAY 190
 BJ0335'FROM THE NORTH RAIL, SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE
 BJ0335'HEAD WALL OF A CONCRETE CULVERT UNDER AN EXIT ON THE NORTH SIDE OF THE
 BJ0335'HIGHWAY, 48 FEET NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF
 BJ0335'THE HIGHWAY, 13 FEET WEST OF THE CENTER LINE OF THE EXIT, 10 1/2 FEET
 BJ0335'SOUTH OF A FENCE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BJ0335
 BJ0335                          STATION RECOVERY (1976)
 BJ0335
 BJ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0335'4.45 MILES EAST ALONG U.S. HIGHWAY 190 FROM ITS JUNCTION WITH STATE
 BJ0335'HIGHWAY 103 NORTH AT PORT BARRE, SET IN TOP OF THE WEST HEADWALL OF A
 BJ0335'CONCRETE PIPE CULVERT UNDER A DRIVE NORTH. 48 FT NORTH OF THE CENTER
 BJ0335'LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 14 FT WEST OF THE CENTER
 BJ0335'LINE OF THE DRIVE NORTH, 12 FT SOUTH OF A FENCE LINE, 0.15 MILE WEST
 BJ0335'OF A PAVED ROAD NORTHWEST.
 BJ0335
 BJ0335                          STATION RECOVERY (1986)
 BJ0335
 BJ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0074 ***********************************************************************
 BJ0074  DESIGNATION -  Z 206
 BJ0074  PID         -  BJ0074
 BJ0074  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0074  USGS QUAD   -  PORT HUDSON (1994)
 BJ0074
 BJ0074                         *CURRENT SURVEY CONTROL
 BJ0074  ___________________________________________________________________
 BJ0074* NAD 83(1986)-  30 41 49.     (N)    091 21 19.     (W)     SCALED    
 BJ0074* NAVD 88     -        12.883  (meters)      42.27   (feet)  ADJUSTED  
 BJ0074  ___________________________________________________________________
 BJ0074  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0074  DYNAMIC HT  -          12.867 (meters)      42.21  (feet)  COMP
 BJ0074  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BJ0074
 BJ0074  VERT ORDER  -  FIRST     CLASS I
 BJ0074
 BJ0074.The horizontal coordinates were scaled from a topographic map and have
 BJ0074.an estimated accuracy of +/- 6 seconds.
 BJ0074
 BJ0074.The orthometric height was determined by differential leveling
 BJ0074.and adjusted by the National Geodetic Survey in February 1994..
 BJ0074
 BJ0074.The geoid height was determined by GEOID03.
 BJ0074
 BJ0074.The dynamic height is computed by dividing the NAVD 88
 BJ0074.geopotential number by the normal gravity value computed on the
 BJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0074.degrees latitude (g = 980.6199 gals.).
 BJ0074
 BJ0074.The modeled gravity was interpolated from observed gravity values.
 BJ0074
 BJ0074;                    North         East    Units  Estimated Accuracy
 BJ0074;SPC LA S     -   243,530.      997,900.      MT  (+/- 180 meters Scaled)
 BJ0074
 BJ0074                          SUPERSEDED SURVEY CONTROL
 BJ0074
 BJ0074  NAVD 88 (06/15/91)   12.917  (m)           42.38   (f) UNKNOWN     1 1
 BJ0074  NGVD 29 (??/??/??)   12.875  (m)           42.24   (f) ADJUSTED    1 1
 BJ0074
 BJ0074.Superseded values are not recommended for survey control.
 BJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0074.See file dsdata.txt to determine how the superseded data were derived.
 BJ0074
 BJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP575971(NAD 83)
 BJ0074_MARKER: DB = BENCH MARK DISK
 BJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ0074_STAMPING: Z 206 1964
 BJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0074+STABILITY: SURFACE MOTION
 BJ0074
 BJ0074  HISTORY     - Date     Condition        Report By
 BJ0074  HISTORY     - 1964     MONUMENTED       CGS
 BJ0074  HISTORY     - 1976     GOOD             NGS
 BJ0074
 BJ0074                          STATION DESCRIPTION
 BJ0074
 BJ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0074'9.85 MI E FROM NEW ROADS.
 BJ0074'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND
 BJ0074'PACIFIC RAILROAD STATION AT NEW ROADS, THENCE 2.4 MILES EAST ALONG
 BJ0074'STATE HIGHWAY 10, THENCE 4.95 MILES SOUTHEAST ALONG STATE ROAD 981, 26
 BJ0074'FEET EAST OF THE CENTER LINE OF THE ROAD, 86 FEET WEST OF THE CENTER
 BJ0074'LINE OF A LEVEE, 22 FEET EAST OF THE NORTHEAST CORNER OF A CATTLE
 BJ0074'GUARD, 2 1/2 FEET NORTH OF AN EAST-WEST FENCE AND A FENCE CORNER, 1.6
 BJ0074'FEET SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 BJ0074'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BJ0074
 BJ0074                          STATION RECOVERY (1976)
 BJ0074
 BJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0074'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BJ0074'HIGHWAY 420 AT POINTE COUPEE, THENCE 5.0 MILE SOUTHEAST ALONG STATE
 BJ0074'HIGHWAY 981, AT CROSSING OF A CATTLE GUARD, 27 FT EAST OF THE CENTER
 BJ0074'LINE OF STATE HIGHWAY 981, 86 FT WEST OF THE CENTER LINE OF THE WEST
 BJ0074'LEVEE ROAD OF MISSISSIPPI RIVER, 22 FT EAST OF NORTHEAST CORNER OF
 BJ0074'THE CATTLE GUARD, 2.5 FT NORTH OF A T JUNCTION FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0060 ***********************************************************************
 BJ0060  DESIGNATION -  Z 207
 BJ0060  PID         -  BJ0060
 BJ0060  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0060  USGS QUAD   -  NEW ROADS (1994)
 BJ0060
 BJ0060                         *CURRENT SURVEY CONTROL
 BJ0060  ___________________________________________________________________
 BJ0060* NAD 83(1986)-  30 44 05.     (N)    091 25 55.     (W)     SCALED    
 BJ0060* NAVD 88     -         9.941  (meters)      32.61   (feet)  ADJUSTED  
 BJ0060  ___________________________________________________________________
 BJ0060  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0060  DYNAMIC HT  -           9.928 (meters)      32.57  (feet)  COMP
 BJ0060  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BJ0060
 BJ0060  VERT ORDER  -  FIRST     CLASS I
 BJ0060
 BJ0060.The horizontal coordinates were scaled from a topographic map and have
 BJ0060.an estimated accuracy of +/- 6 seconds.
 BJ0060
 BJ0060.The orthometric height was determined by differential leveling
 BJ0060.and adjusted by the National Geodetic Survey in February 1994..
 BJ0060
 BJ0060.The geoid height was determined by GEOID03.
 BJ0060
 BJ0060.The dynamic height is computed by dividing the NAVD 88
 BJ0060.geopotential number by the normal gravity value computed on the
 BJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0060.degrees latitude (g = 980.6199 gals.).
 BJ0060
 BJ0060.The modeled gravity was interpolated from observed gravity values.
 BJ0060
 BJ0060;                    North         East    Units  Estimated Accuracy
 BJ0060;SPC LA S     -   247,720.      990,560.      MT  (+/- 180 meters Scaled)
 BJ0060
 BJ0060                          SUPERSEDED SURVEY CONTROL
 BJ0060
 BJ0060  NAVD 88 (06/15/91)    9.972  (m)           32.72   (f) UNKNOWN     1 1
 BJ0060  NGVD 29 (??/??/??)    9.925  (m)           32.56   (f) ADJUSTED    1 1
 BJ0060
 BJ0060.Superseded values are not recommended for survey control.
 BJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0060.See file dsdata.txt to determine how the superseded data were derived.
 BJ0060
 BJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ501012(NAD 83)
 BJ0060_MARKER: DB = BENCH MARK DISK
 BJ0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0060_SP_SET: 96 FT.
 BJ0060_STAMPING: Z 207 1964
 BJ0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0060
 BJ0060  HISTORY     - Date     Condition        Report By
 BJ0060  HISTORY     - 1964     MONUMENTED       CGS
 BJ0060  HISTORY     - 1976     GOOD             NGS
 BJ0060
 BJ0060                          STATION DESCRIPTION
 BJ0060
 BJ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0060'2.5 MI N FROM NEW ROADS.
 BJ0060'ABOUT 2.5 MILES NORTH ALONG STATE ROAD 10 FROM THE TEXAS AND PACIFIC
 BJ0060'RAILROAD STATION AT NEW ROADS, AT THE JUNCTION OF STATE ROAD 420, 40
 BJ0060'FEET EAST OF THE CENTER LINE OF THE ROAD, 85 FEET EAST OF THE CENTER
 BJ0060'LINE OF STATE ROAD 420, 2 1/2 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET
 BJ0060'NORTHEAST OF POWER POLE NUMBER 153, ABOUT 1 FOOT BELOW THE LEVEL OF
 BJ0060'THE ROAD, 1.2 FEET NORTHWEST OF A WOODEN WITNESS POST, A DISK ON THE
 BJ0060'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 96
 BJ0060'FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 5
 BJ0060'INCHES.
 BJ0060
 BJ0060                          STATION RECOVERY (1976)
 BJ0060
 BJ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0060'AT POINTE COUPEE, AT THE JUNCTION OF STATE HIGHWAYS 10 AND 420, 2.5
 BJ0060'MILES NORTH ALONG STATE HIGHWAY 10 FROM THE TEXAS AND PACIFIC RAILROAD
 BJ0060'STATION AT NEW ROADS, 41 FT SOUTHEAST OF THE CENTER LINE OF HIGHWAY
 BJ0060'10, 110 FT NORTHEAST OF THE CENTER LINE OF THE Y JUNCTION OF STATE
 BJ0060'HIGHWAYS 10 AND 420, 2 FT SOUTHWEST OF A FENCE CORNER POST, 1.5 FT
 BJ0060'NORTHEAST OF POWER LINE POLE 153.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0577 ***********************************************************************
 BJ0577  DESIGNATION -  Z 208
 BJ0577  PID         -  BJ0577
 BJ0577  STATE/COUNTY-  LA/IBERVILLE
 BJ0577  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0577
 BJ0577                         *CURRENT SURVEY CONTROL
 BJ0577  ___________________________________________________________________
 BJ0577* NAD 83(1986)-  30 17 34.     (N)    091 14 19.     (W)     SCALED    
 BJ0577* NAVD 88     -         7.912  (meters)      25.96   (feet)  ADJUSTED  
 BJ0577  ___________________________________________________________________
 BJ0577  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ0577  DYNAMIC HT  -           7.901 (meters)      25.92  (feet)  COMP
 BJ0577  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BJ0577
 BJ0577  VERT ORDER  -  FIRST     CLASS I
 BJ0577
 BJ0577.The horizontal coordinates were scaled from a topographic map and have
 BJ0577.an estimated accuracy of +/- 6 seconds.
 BJ0577
 BJ0577.The orthometric height was determined by differential leveling
 BJ0577.and adjusted by the National Geodetic Survey in February 1994..
 BJ0577
 BJ0577.The geoid height was determined by GEOID03.
 BJ0577
 BJ0577.The dynamic height is computed by dividing the NAVD 88
 BJ0577.geopotential number by the normal gravity value computed on the
 BJ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0577.degrees latitude (g = 980.6199 gals.).
 BJ0577
 BJ0577.The modeled gravity was interpolated from observed gravity values.
 BJ0577
 BJ0577;                    North         East    Units  Estimated Accuracy
 BJ0577;SPC LA S     -   198,720.    1,009,110.      MT  (+/- 180 meters Scaled)
 BJ0577
 BJ0577                          SUPERSEDED SURVEY CONTROL
 BJ0577
 BJ0577  NGVD 29 (??/??/??)    7.921  (m)           25.99   (f) ADJUSTED    1 1
 BJ0577
 BJ0577.Superseded values are not recommended for survey control.
 BJ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0577.See file dsdata.txt to determine how the superseded data were derived.
 BJ0577
 BJ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP693525(NAD 83)
 BJ0577_MARKER: DB = BENCH MARK DISK
 BJ0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0577_SP_SET: ABUTMENT
 BJ0577_STAMPING: Z 208 1964
 BJ0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0577
 BJ0577  HISTORY     - Date     Condition        Report By
 BJ0577  HISTORY     - 1964     MONUMENTED       CGS
 BJ0577  HISTORY     - 1976     GOOD             NGS
 BJ0577
 BJ0577                          STATION DESCRIPTION
 BJ0577
 BJ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ0577'0.3 MI NW FROM PLAQUEMINE.
 BJ0577'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 BJ0577'PLAQUEMINE, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE WING
 BJ0577'WALL OF THE SOUTH ABUTMENT OF THE RAILROAD BRIDGE OVER PLAQUEMINE
 BJ0577'BAYOU, 21 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 7 1/2 FEET
 BJ0577'WEST OF THE WEST RAIL OF A SIDE TRACK, AND ABOUT 1 FOOT BELOW THE
 BJ0577'LEVEL OF THE TRACK.
 BJ0577
 BJ0577                          STATION RECOVERY (1976)
 BJ0577
 BJ0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0577'AT PLAQUEMINE, 0.1 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 BJ0577'OF STATE HIGHWAY 988, IN THE TOP OF THE SOUTH END OF THE SOUTHWEST
 BJ0577'CONCRETE WING WALL OF THE TEXAS AND PACIFIC RAILROAD BRIDGE OVER
 BJ0577'BAYOU PLAQUEMINE, 21.1 FT. WEST OF THE WEST RAIL, 1.0 FT. NORTH OF THE
 BJ0577'SOUTH END OF THE WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2609 ***********************************************************************
 BJ2609  DESIGNATION -  Z 209
 BJ2609  PID         -  BJ2609
 BJ2609  STATE/COUNTY-  LA/WEST FELICIANA
 BJ2609  USGS QUAD   -  INNIS (1994)
 BJ2609
 BJ2609                         *CURRENT SURVEY CONTROL
 BJ2609  ___________________________________________________________________
 BJ2609* NAD 83(1986)-  30 56 44.     (N)    091 38 35.     (W)     SCALED    
 BJ2609* NAVD 88     -        16.45   (+/-2cm)      54.0    (feet)  VERTCON   
 BJ2609  ___________________________________________________________________
 BJ2609  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2609
 BJ2609  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2609
 BJ2609.The horizontal coordinates were scaled from a topographic map and have
 BJ2609.an estimated accuracy of +/- 6 seconds.
 BJ2609
 BJ2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2609.The vertical order pertains to the NGVD 29 superseded value.
 BJ2609
 BJ2609.The geoid height was determined by GEOID03.
 BJ2609
 BJ2609;                    North         East    Units  Estimated Accuracy
 BJ2609;SPC LA S     -   271,130.      970,400.      MT  (+/- 180 meters Scaled)
 BJ2609
 BJ2609                          SUPERSEDED SURVEY CONTROL
 BJ2609
 BJ2609  NGVD 29 (??/??/??)   16.433  (m)           53.91   (f) ADJUSTED    1 2
 BJ2609
 BJ2609.Superseded values are not recommended for survey control.
 BJ2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2609.See file dsdata.txt to determine how the superseded data were derived.
 BJ2609
 BJ2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ296243(NAD 83)
 BJ2609_MARKER: DB = BENCH MARK DISK
 BJ2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2609_STAMPING: Z 209 1964
 BJ2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2609+STABILITY: SURFACE MOTION
 BJ2609
 BJ2609  HISTORY     - Date     Condition        Report By
 BJ2609  HISTORY     - 1964     MONUMENTED       CGS
 BJ2609
 BJ2609                          STATION DESCRIPTION
 BJ2609
 BJ2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BJ2609'4.95 MI SW FROM ANGOLA.
 BJ2609'ABOUT 4.3 MILES SOUTHWEST ALONG THE LEVEE ROAD FROM THE HOSPITAL AT
 BJ2609'THE MAIN ENTRANCE TO THE ANGOLA STATE PRISON, THENCE 0.65 MILE
 BJ2609'NORTHWEST ALONG A GRAVELED ROAD ON A LEVEE, ABOUT IN THE CENTER OF A
 BJ2609'SMALL TRIANGLE FORMED BY THE JUNCTION OF A GRAVELED ROAD LEADING
 BJ2609'SOUTHWEST TO A FERRY LANDING, ABOUT 0.15 MILE NORTHEAST OF THE FERRY
 BJ2609'LANDING ON THE NORTHEAST BANK OF THE MISSISSIPPI RIVER, 31 FEET
 BJ2609'SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 139 FEET NORTHEAST OF
 BJ2609'THE EAST CORNER OF A CATTLE GUARD IN THE FERRY LANDING ROAD, 1.8 FEET
 BJ2609'SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 BJ2609'THE LEVEE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0948 ***********************************************************************
 BJ0948  DESIGNATION -  Z 21
 BJ0948  PID         -  BJ0948
 BJ0948  STATE/COUNTY-  LA/LIVINGSTON
 BJ0948  USGS QUAD   -  WALKER (1991)
 BJ0948
 BJ0948                         *CURRENT SURVEY CONTROL
 BJ0948  ___________________________________________________________________
 BJ0948* NAD 83(1986)-  30 29 51.     (N)    090 50 51.     (W)     SCALED    
 BJ0948* NAVD 88     -        15.30   (+/-2cm)      50.2    (feet)  VERTCON   
 BJ0948  ___________________________________________________________________
 BJ0948  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ0948
 BJ0948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ0948
 BJ0948.The horizontal coordinates were scaled from a topographic map and have
 BJ0948.an estimated accuracy of +/- 6 seconds.
 BJ0948
 BJ0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ0948.The vertical order pertains to the NGVD 29 superseded value.
 BJ0948
 BJ0948.The geoid height was determined by GEOID03.
 BJ0948
 BJ0948;                    North         East    Units  Estimated Accuracy
 BJ0948;SPC LA S     -   221,510.    1,046,640.      MT  (+/- 180 meters Scaled)
 BJ0948
 BJ0948                          SUPERSEDED SURVEY CONTROL
 BJ0948
 BJ0948  NGVD 29 (??/??/??)   15.323  (m)           50.27   (f) ADJUSTED    2 0
 BJ0948
 BJ0948.Superseded values are not recommended for survey control.
 BJ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0948.See file dsdata.txt to determine how the superseded data were derived.
 BJ0948
 BJ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP065758(NAD 83)
 BJ0948_MARKER: DB = BENCH MARK DISK
 BJ0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0948_SP_SET: FOUNDATION
 BJ0948_STAMPING: Z 21 1934 50.666
 BJ0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0948
 BJ0948  HISTORY     - Date     Condition        Report By
 BJ0948  HISTORY     - 1934     MONUMENTED       CGS
 BJ0948  HISTORY     - 1954     GOOD             CGS
 BJ0948  HISTORY     - 1976     MARK NOT FOUND   NGS
 BJ0948
 BJ0948                          STATION DESCRIPTION
 BJ0948
 BJ0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BJ0948'IN CORBIN.
 BJ0948'LOCATED ALONG THE ILLINOIS CENTRAL RAILROAD, AT CORBIN, 16 FEET NORTH
 BJ0948'OF THE NORTH RAIL OF THE TRACKS AND 207 FEET EAST OF THE SOUTHEAST
 BJ0948'CORNER OF THE STATION.  IT IS A STANDARD DISK SET IN THE SOUTHEAST
 BJ0948'CORNER OF THE CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF THE WATER
 BJ0948'TANK BELONGING TO THE ILLINOIS CENTRAL RAILROAD.
 BJ0948
 BJ0948                          STATION RECOVERY (1976)
 BJ0948
 BJ0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0948'THIS MARK BELIEVED TO BE DESTROYED BY REMOVAL OF WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0777 ***********************************************************************
 BJ0777  DESIGNATION -  Z 216
 BJ0777  PID         -  BJ0777
 BJ0777  STATE/COUNTY-  LA/WEST BATON ROUGE
 BJ0777  USGS QUAD   -  LOBDELL (1992)
 BJ0777
 BJ0777                         *CURRENT SURVEY CONTROL
 BJ0777  ___________________________________________________________________
 BJ0777* NAD 83(1986)-  30 27 38.     (N)    091 15 45.     (W)     SCALED    
 BJ0777* NAVD 88     -         5.752  (meters)      18.87   (feet)  ADJUSTED  
 BJ0777  ___________________________________________________________________
 BJ0777  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ0777  DYNAMIC HT  -           5.745 (meters)      18.85  (feet)  COMP
 BJ0777  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BJ0777
 BJ0777  VERT ORDER  -  FIRST     CLASS I
 BJ0777
 BJ0777.The horizontal coordinates were scaled from a topographic map and have
 BJ0777.an estimated accuracy of +/- 6 seconds.
 BJ0777
 BJ0777.The orthometric height was determined by differential leveling
 BJ0777.and adjusted by the National Geodetic Survey in February 1994..
 BJ0777
 BJ0777.The geoid height was determined by GEOID03.
 BJ0777
 BJ0777.The dynamic height is computed by dividing the NAVD 88
 BJ0777.geopotential number by the normal gravity value computed on the
 BJ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0777.degrees latitude (g = 980.6199 gals.).
 BJ0777
 BJ0777.The modeled gravity was interpolated from observed gravity values.
 BJ0777
 BJ0777;                    North         East    Units  Estimated Accuracy
 BJ0777;SPC LA S     -   217,320.    1,006,800.      MT  (+/- 180 meters Scaled)
 BJ0777
 BJ0777                          SUPERSEDED SURVEY CONTROL
 BJ0777
 BJ0777  NGVD 29 (??/??/??)    5.745  (m)           18.85   (f) ADJUSTED    1 1
 BJ0777
 BJ0777.Superseded values are not recommended for survey control.
 BJ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0777.See file dsdata.txt to determine how the superseded data were derived.
 BJ0777
 BJ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP668711(NAD 83)
 BJ0777_MARKER: DB = BENCH MARK DISK
 BJ0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BJ0777_SP_SET: CULVERT
 BJ0777_STAMPING: Z 216 1965
 BJ0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0777
 BJ0777  HISTORY     - Date     Condition        Report By
 BJ0777  HISTORY     - 1965     MONUMENTED       CGS
 BJ0777  HISTORY     - 1976     GOOD             NGS
 BJ0777
 BJ0777                          STATION DESCRIPTION
 BJ0777
 BJ0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ0777'3.95 MI NW FROM PORT ALLEN.
 BJ0777'ABOUT 3.95 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE
 BJ0777'AT PORT ALLEN, IN FRACTIONAL SECTION 17, T 7 S, R 12 E, AT A CURVE IN
 BJ0777'THE HIGHWAY, 25 FEET SOUTH OF THE CENTER OF A JUNCTION OF THE HIGHWAY
 BJ0777'AND A GRAVELED ROAD LEADING WEST, SET IN THE TOP OF THE SOUTH CONCRETE
 BJ0777'HEADWALL OF A DOUBLE-CHANNEL CONCRETE CULVERT, 119 FEET NORTH OF A
 BJ0777'36-INCH OAK TREE WHICH IS IN A YARD, AND ABOUT 1 1/2 FEET BELOW THE
 BJ0777'LEVEL OF THE HIGHWAY.
 BJ0777
 BJ0777                          STATION RECOVERY (1976)
 BJ0777
 BJ0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0777'3.9 MILES WEST ALONG STATE HIGHWAY 76 FROM THE POST OFFICE, AT
 BJ0777'THE JUNCTION OF AN ASPHALT ROAD LEADING WEST, ON THE OUTSIDE OF A
 BJ0777'CURVE, 24.5 FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 BJ0777'TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF A DOUBLE
 BJ0777'CONCRETE BOX CULVERT, 31 FT SOUTH OF THE CENTER LINE OF THE ROAD,
 BJ0777'48.5 FT NORTH NORTHWEST OF A JUNCTION POWER LINE POLE SUPPORTING A
 BJ0777'TRANSFORMER.  NOTE-  THE 16 OF THE MARK STAMPING Z 216 1965 IS NOT
 BJ0777'VISIBLE ON THE DISK.  THE DISK HAS BEEN HIT BY A SHARP OBJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2502 ***********************************************************************
 BJ2502  DESIGNATION -  Z 218
 BJ2502  PID         -  BJ2502
 BJ2502  STATE/COUNTY-  LA/ST LANDRY
 BJ2502  USGS QUAD   -  MARINGOUIN NW (1969)
 BJ2502
 BJ2502                         *CURRENT SURVEY CONTROL
 BJ2502  ___________________________________________________________________
 BJ2502* NAD 83(1986)-  30 23 57.     (N)    091 42 00.     (W)     SCALED    
 BJ2502* NAVD 88     -         7.95   (+/-2cm)      26.1    (feet)  VERTCON   
 BJ2502  ___________________________________________________________________
 BJ2502  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2502
 BJ2502  VERT ORDER  -  FIRST     CLASS II (See Below)
 BJ2502
 BJ2502.The horizontal coordinates were scaled from a topographic map and have
 BJ2502.an estimated accuracy of +/- 6 seconds.
 BJ2502
 BJ2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2502.The vertical order pertains to the NGVD 29 superseded value.
 BJ2502
 BJ2502.The geoid height was determined by GEOID03.
 BJ2502
 BJ2502;                    North         East    Units  Estimated Accuracy
 BJ2502;SPC LA S     -   210,570.      964,770.      MT  (+/- 180 meters Scaled)
 BJ2502
 BJ2502                          SUPERSEDED SURVEY CONTROL
 BJ2502
 BJ2502  NGVD 29 (??/??/??)    7.959  (m)           26.11   (f) ADJUSTED    1 2
 BJ2502
 BJ2502.Superseded values are not recommended for survey control.
 BJ2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2502.See file dsdata.txt to determine how the superseded data were derived.
 BJ2502
 BJ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP248637(NAD 83)
 BJ2502_MARKER: DB = BENCH MARK DISK
 BJ2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2502_STAMPING: Z 218 1965
 BJ2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2502+STABILITY: SURFACE MOTION
 BJ2502
 BJ2502  HISTORY     - Date     Condition        Report By
 BJ2502  HISTORY     - 1965     MONUMENTED       CGS
 BJ2502
 BJ2502                          STATION DESCRIPTION
 BJ2502
 BJ2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BJ2502'11.1 MI N FROM BUTTE LA ROSE.
 BJ2502'11.1 MILES NORTH ALONG A LEVEE AND DIRT ROAD FROM THE BOAT LANDING AT
 BJ2502'BUTTE LA ROSE, IN S31, T7S, R8E, AT A CURVE IN THE LEVEE AND DIRT
 BJ2502'ROAD, 44 FEET SOUTH OF THE CENTER LINE OF A SHELL ROAD CROSSING OVER
 BJ2502'THE LEVEE AND LEADING TO THE HUMBLE OIL CO. BOAT LANDING ON THE WEST
 BJ2502'BANK OF THE ATCHAFALAYA RIVER, 33 FEET SOUTHWEST OF THE CENTER AND TOP
 BJ2502'OF A LEVEE, 36 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 1.8
 BJ2502'FEET NORTH OF A CREOSOTED WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD,
 BJ2502'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AU1436 ***********************************************************************
 AU1436  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1436  DESIGNATION -  Z 221
 AU1436  PID         -  AU1436
 AU1436  STATE/COUNTY-  LA/TERREBONNE
 AU1436  USGS QUAD   -  HOUMA (1980)
 AU1436
 AU1436                         *CURRENT SURVEY CONTROL
 AU1436  ___________________________________________________________________
 AU1436* NAD 83(1992)-  29 35 20.33440(N)    090 43 13.48333(W)     ADJUSTED  
 AU1436* NAVD 88     -         1.46 **(meters)       4.8  **(feet)  GPS OBS(2004.65)
 AU1436  **This station is located in a subsidence area (see below).
 AU1436  ___________________________________________________________________
 AU1436  EPOCH DATE  -        2004.65
 AU1436  X           -     -69,792.428 (meters)                     COMP
 AU1436  Y           -  -5,550,435.909 (meters)                     COMP
 AU1436  Z           -   3,130,823.660 (meters)                     COMP
 AU1436  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU1436  ELLIP HEIGHT-         -23.82  (meters)          (06/22/05) GPS OBS
 AU1436  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AU1436  DYNAMIC HT  -           1.46  (meters)       4.8   (feet)  COMP
 AU1436  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AU1436
 AU1436  HORZ ORDER  -  B
 AU1436  VERT ORDER  -  FIRST     CLASS II (See Below)
 AU1436  ELLP ORDER  -  FOURTH    CLASS I
 AU1436
 AU1436.The horizontal coordinates were established by GPS observations
 AU1436.and adjusted by the National Geodetic Survey in June 2005..
 AU1436.The horizontal coordinates are valid at the epoch date displayed above.
 AU1436.The epoch date for horizontal control is a decimal equivalence
 AU1436.of Year/Month/Day.
 AU1436
 AU1436 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1436 ** and geoid heights are valid at the date of observation. These heights
 AU1436 ** must always be validated when used as control.
 AU1436 ** The orthometric height was determined by GPS observations using
 AU1436 ** precise GPS observation and processing techniques and a new
 AU1436 ** realization of GEOID03. It supersedes the leveled height previously
 AU1436 ** determined for this station.
 AU1436 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1436 ** epoch indicated which incorporates improved geoid heights for the
 AU1436 ** Southern Louisiana Subsidence area.
 AU1436 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1436.The orthometric height was determined by GPS observations and a
 AU1436.high-resolution geoid model using precise GPS observation and
 AU1436.processing techniques. It supersedes the leveled height previously
 AU1436.determined for this station.
 AU1436.WARNING-GPS observations at this control monument resulted in a GPS
 AU1436.derived orthometric height which differed from the leveled height by
 AU1436.more than one decimeter (0.1 meter).
 AU1436.The vertical order pertains to the first NAVD 88 superseded value.
 AU1436
 AU1436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1436
 AU1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1436
 AU1436.The ellipsoidal height was determined by GPS observations
 AU1436.and is referenced to NAD 83.
 AU1436
 AU1436.The geoid height was determined by GEOID03.
 AU1436
 AU1436.The dynamic height is computed by dividing the NAVD 88
 AU1436.geopotential number by the normal gravity value computed on the
 AU1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AU1436.degrees latitude (g = 980.6199 gals.).
 AU1436
 AU1436.The modeled gravity was interpolated from observed gravity values.
 AU1436
 AU1436;                    North         East     Units Scale Factor Converg.
 AU1436;SPC LA S     -   120,867.253 1,059,377.506   MT  0.99995141   +0 18 23.3
 AU1436;SPC LA S     -   396,545.31  3,475,641.03   sFT  0.99995141   +0 18 23.3
 AU1436;UTM  15      - 3,275,412.125   720,791.400   MT  1.00020154   +1 07 33.8
 AU1436
 AU1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1436!SPC LA S     -   1.00000374  x   0.99995141  =   0.99995515
 AU1436!UTM  15      -   1.00000374  x   1.00020154  =   1.00020528
 AU1436
 AU1436                          SUPERSEDED SURVEY CONTROL
 AU1436
 AU1436  NAVD 88 (02/14/94)    1.650  (m)            5.41   (f) ADJUSTED    1 2
 AU1436  NAVD 88 (06/15/91)    1.758  (m)            5.77   (f) UNKNOWN     1 2
 AU1436  NGVD 29 (??/??/??)    1.789  (m)            5.87   (f) ADJUSTED    1 2
 AU1436
 AU1436.Superseded values are not recommended for survey control.
 AU1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1436.See file dsdata.txt to determine how the superseded data were derived.
 AU1436
 AU1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2079175412(NAD 83)
 AU1436_MARKER: DB = BENCH MARK DISK
 AU1436_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AU1436_SP_SET: HEADWALL
 AU1436_STAMPING: Z 221 1965
 AU1436_MARK LOGO: CGS   
 AU1436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1436+STABILITY: SURFACE MOTION
 AU1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1436+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AU1436
 AU1436  HISTORY     - Date     Condition        Report By
 AU1436  HISTORY     - 1965     MONUMENTED       CGS
 AU1436  HISTORY     - 1982     SEE DESCRIPTION  NGS
 AU1436  HISTORY     - 19930303 GOOD             NGS
 AU1436  HISTORY     - 20040413 GOOD             NGS
 AU1436  HISTORY     - 20051012 GOOD             NGS
 AU1436
 AU1436                          STATION DESCRIPTION
 AU1436
 AU1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1436'0.9 MI S FROM HOUMA.
 AU1436'0.2 MILES EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT HOUMA,
 AU1436'THENCE 0.7 MILE SOUTH ALONG U.S. HIGHWAY 90, IN FRACTIONAL SECTION
 AU1436'101, T 17 S, R 17 E, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AU1436'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A BOX
 AU1436'CULVERT BEARING CONCRETE RAILS, 55 FEET SOUTHWEST OF THE SOUTHWEST
 AU1436'CORNER OF A CHEVROLET GARAGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AU1436'HIGHWAY.
 AU1436
 AU1436                          STATION RECOVERY (1982)
 AU1436
 AU1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1436'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AU1436'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS.  IN HOUMA, 1.08
 AU1436'KILOMETERS (0.65 MILE) SOUTH ALONG BARROW STREET (U.S. HIGHWAY 90)
 AU1436'FROM THE INTERSECTION OF EAST MAIN STREET, TO THE MARK ON THE LEFT, IN
 AU1436'TOP OF THE NORTH END OF A CONCRETE GUARDRAIL, 8.83 METERS (29.0 FEET)
 AU1436'EAST OF THE CENTER LINE OF THE HIGHWAY, 16.76 METERS (55.0 FEET)
 AU1436'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BLUE WATER RUBBER AND GASKET
 AU1436'COMPANY BUILDING AT 1119 HIGHWAY 90, 0.61 METERS (2.0 FEET) SOUTH OF
 AU1436'THE NORTH END OF THE CONCRETE GUARDRAIL.  NOTE-USED AT ONE TIME FOR A
 AU1436'CULVERT, STORM DRAINS NOW REPLACE THE CULVERT, ONLY CONCRETE GUARDRAIL
 AU1436'REMAINS, THE MARK APPEARS IN STABLE CONDITION, BUT ITS LOCATION IS
 AU1436'CONSIDERED POOR.
 AU1436
 AU1436                          STATION RECOVERY (1993)
 AU1436
 AU1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1436'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE
 AU1436'IN HOUMA, THENCE 1.0 KM (0.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY
 AU1436'90, IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF THE EAST
 AU1436'CONCRETE HEADWALL OF A CULVERT, 8.8 M (28.9 FT) EAST OF THE
 AU1436'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AU1436'HIGHWAY.  NOTE--THE HEADWALL IS ALSO THE BASE OF A GUARDRAIL FOR A
 AU1436'STORM DRAIN.
 AU1436
 AU1436                          STATION RECOVERY (2004)
 AU1436
 AU1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (KLF)
 AU1436'THE STATION IS LOCATED IN HOUMA ON THE SOUTH SIDE OF THE DOWNTOWN AREA
 AU1436'ABOUT 0.5 MI SOUTH OF  BAYOU TERREBONNE AND 0.3 MI WEST OF THE
 AU1436'INTERCOASTAL WATERWAY ON THE EAST SIDE OF BARROW  STREET (LA 182)
 AU1436'SOUTH OF ITS JUNCTION WITH HONDURAS STREET (LA 3040) AND NORTH OF
 AU1436'MARGARET  STREET IN THE HEADWALL OF A CONCRETE GUARDRAIL. TO REACH THE
 AU1436'STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND LA HWY 24 GO SOUTH
 AU1436'ON LA HWY 24  FOR 5.8 MI TO THE JUNCTION WITH WEST LA 3040, CONTINUE
 AU1436'SOUTH AND EAST ON LA 24 FOR 1.7 MI TO THE  JUNCTION WITH LA 182
 AU1436'(BARROW STREET), TURN RIGHT ON LA 182 AND GO SOUTH FOR 0.6 MI TO THE
 AU1436'STATION  ON THE LEFT NEAR THE NORTH END OF A CONCRETE GUARDRAIL ATOP A
 AU1436'CONCRETE HEADWALL. THE STATION IS A CGS BM DISK SET IN A DRILL HOLE IN
 AU1436'A HEADWALL OF A FORMER CULVERT TOPPED WITH  A CONCRETE GUARDRAIL.  THE
 AU1436'STATION IS 147 M SOUTH OF THE INTERSECTION OF LA 182 AND LA 3040, 87 M
 AU1436'NORTH OF THE PROJECTED CENTERLINE OF THE INTERSECTION OF LA 182 AND
 AU1436'MARGARET STREET, 16.8 M  SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE
 AU1436'STORY BLOCK BUILDING AT 1131 BARROW STREET, 8.0 M  EAST OF THE
 AU1436'CENTERLINE OF LA 182, 7.0 M NORTH OF A WOODEN UTILITY POLE, 1.27 M
 AU1436'NORTHWEST OF THE  NORTHWEST CORNER OF A  9-FOOT BY 4-FOOT CONCRETE
 AU1436'SLAB, 0.27 M ABOVE THE LEVEL OF A SIDEWALK, AND  THE MARK IS ABOUT
 AU1436'LEVEL WITH THE CROWN OF LA 184,
 AU1436
 AU1436                          STATION RECOVERY (2005)
 AU1436
 AU1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AU1436'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  7.2 M EAST OF A
 AU1436'UTILITY POLE WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2184 ***********************************************************************
 CP2184  DESIGNATION -  Z 23
 CP2184  PID         -  CP2184
 CP2184  STATE/COUNTY-  LA/MOREHOUSE
 CP2184  USGS QUAD   -  BONITA SW (1988)
 CP2184
 CP2184                         *CURRENT SURVEY CONTROL
 CP2184  ___________________________________________________________________
 CP2184* NAD 83(1986)-  32 46 15.     (N)    091 41 11.     (W)     SCALED    
 CP2184* NAVD 88     -        29.196  (meters)      95.79   (feet)  ADJUSTED  
 CP2184  ___________________________________________________________________
 CP2184  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CP2184  DYNAMIC HT  -          29.164 (meters)      95.68  (feet)  COMP
 CP2184  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 CP2184
 CP2184  VERT ORDER  -  SECOND    CLASS 0
 CP2184
 CP2184.The horizontal coordinates were scaled from a topographic map and have
 CP2184.an estimated accuracy of +/- 6 seconds.
 CP2184
 CP2184.The orthometric height was determined by differential leveling
 CP2184.and adjusted by the National Geodetic Survey in June 1991..
 CP2184
 CP2184.The geoid height was determined by GEOID03.
 CP2184
 CP2184.The dynamic height is computed by dividing the NAVD 88
 CP2184.geopotential number by the normal gravity value computed on the
 CP2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2184.degrees latitude (g = 980.6199 gals.).
 CP2184
 CP2184.The modeled gravity was interpolated from observed gravity values.
 CP2184
 CP2184;                    North         East    Units  Estimated Accuracy
 CP2184;SPC LA N     -   252,080.    1,076,230.      MT  (+/- 180 meters Scaled)
 CP2184
 CP2184                          SUPERSEDED SURVEY CONTROL
 CP2184
 CP2184  NGVD 29 (??/??/92)   29.274  (m)           96.04   (f) ADJ UNCH    2 0
 CP2184
 CP2184.Superseded values are not recommended for survey control.
 CP2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2184.See file dsdata.txt to determine how the superseded data were derived.
 CP2184
 CP2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS230266(NAD 83)
 CP2184_MARKER: DB = BENCH MARK DISK
 CP2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2184_STAMPING: Z-23 1935
 CP2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2184+STABILITY: SURFACE MOTION
 CP2184
 CP2184  HISTORY     - Date     Condition        Report By
 CP2184  HISTORY     - 1935     MONUMENTED       CGS
 CP2184  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP2184
 CP2184                          STATION DESCRIPTION
 CP2184
 CP2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP2184'6.2 MI E FROM MER ROUGE.
 CP2184'6.2 MILES EAST OF, ALONG ST. HWY. 11, FROM CATHOLIC CHURCH SOUTHEAST
 CP2184'CORNER OF LARGE CULTIVATED FIELD.  68 FEET NORTH OF CENTERLINE OF ST.
 CP2184'HWY. 11.  67 FEET NORTHEAST OF NORTH END OF SMALL CONCRETE HIGHWAY
 CP2184'CULVERT.  14.5 FEET NORTH OF SOUTHEAST FENCE CORNER. 12 FEET WEST OF
 CP2184'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 CP2184
 CP2184                          STATION RECOVERY (1982)
 CP2184
 CP2184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP2184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0621 ***********************************************************************
 BX0621  DESIGNATION -  Z 230
 BX0621  PID         -  BX0621
 BX0621  STATE/COUNTY-  LA/RAPIDES
 BX0621  USGS QUAD   -  ALEXANDRIA (1992)
 BX0621
 BX0621                         *CURRENT SURVEY CONTROL
 BX0621  ___________________________________________________________________
 BX0621* NAD 83(1986)-  31 19 22.     (N)    092 26 03.     (W)     SCALED    
 BX0621* NAVD 88     -        37.62   (+/-2cm)     123.4    (feet)  VERTCON   
 BX0621  ___________________________________________________________________
 BX0621  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX0621  OBS GRAVITY -     979,413.8   (mgal)                       GRAV_OBS
 BX0621
 BX0621  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0621
 BX0621.The horizontal coordinates were scaled from a topographic map and have
 BX0621.an estimated accuracy of +/- 6 seconds.
 BX0621
 BX0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0621.The vertical order pertains to the NGVD 29 superseded value.
 BX0621
 BX0621.The geoid height was determined by GEOID03.
 BX0621.The observed gravity was obtained from relative gravimeter ties
 BX0621.to the IGSN71 gravity network.
 BX0621
 BX0621;                    North         East    Units  Estimated Accuracy
 BX0621;SPC LA N     -    91,230.    1,006,270.      MT  (+/- 180 meters Scaled)
 BX0621
 BX0621                          SUPERSEDED SURVEY CONTROL
 BX0621
 BX0621  NGVD 29 (??/??/??)   37.604  (m)          123.37   (f) ADJUSTED    1 2
 BX0621
 BX0621.Superseded values are not recommended for survey control.
 BX0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0621.See file dsdata.txt to determine how the superseded data were derived.
 BX0621
 BX0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ538655(NAD 83)
 BX0621_MARKER: DB = BENCH MARK DISK
 BX0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX0621_SP_SET: BUILDING
 BX0621_STAMPING: Z 230 1965
 BX0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX0621
 BX0621  HISTORY     - Date     Condition        Report By
 BX0621  HISTORY     - 1965     MONUMENTED       CGS
 BX0621  HISTORY     - 1966     GOOD             CGS
 BX0621  HISTORY     - 1977     GOOD             NGS
 BX0621
 BX0621                          STATION DESCRIPTION
 BX0621
 BX0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0621'IN PINEVILLE.
 BX0621'AT PINEVILLE, IN SECTION 18, T 4 N, R 1 W, SET VERTICALLY IN THE
 BX0621'SOUTHWEST FACE OF THE POST OFFICE, AT THE INTERSECTION OF STATE
 BX0621'HIGHWAY 28 AND U.S. HIGHWAY 165 BUSINESS ROUTE WITH WEST SHAMROCK
 BX0621'AVENUE, 50 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAYS, 40 FEET
 BX0621'NORTHEAST OF THE CENTER LINE OF WEST SHAMROCK AVENUE, 1.3 FEET
 BX0621'NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, AND 3.7 FEET ABOVE THE
 BX0621'GROUND. NOTE-- THIS BENCH MARK IS 1.0 MILE NORTHEAST OF THE CITY HALL
 BX0621'AT ALEXANDRIA.
 BX0621
 BX0621                          STATION RECOVERY (1977)
 BX0621
 BX0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0621'AT PINEVILLE, IN SECTION 18, T4N, R1W, SET VERTICALLY IN THE
 BX0621'SOUTHWEST FACE OF THE POST OFFICE, AT THE INTERSECTION OF U.S.
 BX0621'HIGHWAY 165 BUSINESS ROUTE AND WEST SHAMROCK AVENUE, 50 FEET
 BX0621'NORTHWEST OF THE CENTER LINE OF THE HIGHWAYS, 40 FEET NORTHEAST
 BX0621'OF THE CENTER LINE OF WEST SHAMROCK AVENUE, 1.3 FEET NORTHWEST
 BX0621'OF THE SOUTH CORNER OF THE BUILDING. BENCH MARK IS ALSO 1.0 MILE
 BX0621'NORTHEAST OF THE CITY HALL AT ALEXANDRIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0322 ***********************************************************************
 BJ0322  DESIGNATION -  Z 234
 BJ0322  PID         -  BJ0322
 BJ0322  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0322  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ0322
 BJ0322                         *CURRENT SURVEY CONTROL
 BJ0322  ___________________________________________________________________
 BJ0322* NAD 83(1986)-  30 33 52.     (N)    091 45 10.     (W)     SCALED    
 BJ0322* NAVD 88     -         8.416  (meters)      27.61   (feet)  ADJUSTED  
 BJ0322  ___________________________________________________________________
 BJ0322  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ0322  DYNAMIC HT  -           8.405 (meters)      27.58  (feet)  COMP
 BJ0322  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BJ0322
 BJ0322  VERT ORDER  -  FIRST     CLASS I
 BJ0322
 BJ0322.The horizontal coordinates were scaled from a topographic map and have
 BJ0322.an estimated accuracy of +/- 6 seconds.
 BJ0322
 BJ0322.The orthometric height was determined by differential leveling
 BJ0322.and adjusted by the National Geodetic Survey in February 1994..
 BJ0322
 BJ0322.The geoid height was determined by GEOID03.
 BJ0322
 BJ0322.The dynamic height is computed by dividing the NAVD 88
 BJ0322.geopotential number by the normal gravity value computed on the
 BJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0322.degrees latitude (g = 980.6199 gals.).
 BJ0322
 BJ0322.The modeled gravity was interpolated from observed gravity values.
 BJ0322
 BJ0322;                    North         East    Units  Estimated Accuracy
 BJ0322;SPC LA S     -   228,910.      959,760.      MT  (+/- 180 meters Scaled)
 BJ0322
 BJ0322                          SUPERSEDED SURVEY CONTROL
 BJ0322
 BJ0322  NAVD 88 (06/15/91)    8.437  (m)           27.68   (f) UNKNOWN     1 1
 BJ0322  NGVD 29 (??/??/??)    8.405  (m)           27.58   (f) ADJUSTED    1 1
 BJ0322
 BJ0322.Superseded values are not recommended for survey control.
 BJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0322.See file dsdata.txt to determine how the superseded data were derived.
 BJ0322
 BJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP196819(NAD 83)
 BJ0322_MARKER: DB = BENCH MARK DISK
 BJ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0322_SP_SET: CONCRETE POST
 BJ0322_STAMPING: Z 234 1966
 BJ0322_MARK LOGO: CGS   
 BJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0322+STABILITY: SURFACE MOTION
 BJ0322
 BJ0322  HISTORY     - Date     Condition        Report By
 BJ0322  HISTORY     - 1966     MONUMENTED       CGS
 BJ0322  HISTORY     - 1976     GOOD             NGS
 BJ0322  HISTORY     - 1986     GOOD             NGS
 BJ0322
 BJ0322                          STATION DESCRIPTION
 BJ0322
 BJ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BJ0322'2.75 MI NE FROM KROTZ SPRINGS.
 BJ0322'ABOUT 1.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0322'STATION AT KROTZ SPRINGS, THENCE 1.75 MILES NORTH ALONG A LEVEE AND A
 BJ0322'GRAVELED ROAD, 1.2 MILES NORTH OF THE EAST END OF THE U.S. HIGHWAY 190
 BJ0322'BRIDGE OVER THE ATCHAFALAYA RIVER, AT THE SOUTH END OF AN S-CURVE IN
 BJ0322'THE ROAD AND LEVEE, 164 FEET NORTHEAST OF THE CENTER LINE OF THE TOP
 BJ0322'OF THE LEVEE, 60 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED
 BJ0322'ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.8 FEET EAST OF A METAL
 BJ0322'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 BJ0322'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BJ0322
 BJ0322                          STATION RECOVERY (1976)
 BJ0322
 BJ0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0322'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BJ0322'POST OFFICE, THENCE 1.8 MILES NORTH ALONG A LEVEE ROAD, 1.2 MILES
 BJ0322'NORTH OF THE EAST END OF THE SOUTH ONE OF TWO U.S. HIGHWAY 190
 BJ0322'BRIDGES OVER THE ATCHAFALAYA RIVER, AT LEVEE STATION 2050+00, 143 FT
 BJ0322'NORTHEAST AND ACROSS A GRAVELED ROAD FROM THE CENTER LINE OF THE
 BJ0322'LEVEE ROAD, 59 FT NORTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD
 BJ0322'16 FT NORTHEAST OF POWER LINE POLE NUMBER 704-228 WITH 3 GUY WIRES,
 BJ0322'1.5 FT SOUTHWEST OF A FENCE.
 BJ0322
 BJ0322                          STATION RECOVERY (1986)
 BJ0322
 BJ0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0563 ***********************************************************************
 BX0563  DESIGNATION -  Z 235
 BX0563  PID         -  BX0563
 BX0563  STATE/COUNTY-  LA/RAPIDES
 BX0563  USGS QUAD   -  HOLLOWAY (1994)
 BX0563
 BX0563                         *CURRENT SURVEY CONTROL
 BX0563  ___________________________________________________________________
 BX0563* NAD 83(1986)-  31 24 31.     (N)    092 12 38.     (W)     SCALED    
 BX0563* NAVD 88     -        23.01   (+/-2cm)      75.5    (feet)  VERTCON   
 BX0563  ___________________________________________________________________
 BX0563  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BX0563
 BX0563  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0563
 BX0563.The horizontal coordinates were scaled from a topographic map and have
 BX0563.an estimated accuracy of +/- 6 seconds.
 BX0563
 BX0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0563.The vertical order pertains to the NGVD 29 superseded value.
 BX0563
 BX0563.The geoid height was determined by GEOID03.
 BX0563
 BX0563;                    North         East    Units  Estimated Accuracy
 BX0563;SPC LA N     -   100,780.    1,027,520.      MT  (+/- 180 meters Scaled)
 BX0563
 BX0563                          SUPERSEDED SURVEY CONTROL
 BX0563
 BX0563  NGVD 29 (??/??/??)   22.989  (m)           75.42   (f) ADJUSTED    1 2
 BX0563
 BX0563.Superseded values are not recommended for survey control.
 BX0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0563.See file dsdata.txt to determine how the superseded data were derived.
 BX0563
 BX0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ750751(NAD 83)
 BX0563_MARKER: DB = BENCH MARK DISK
 BX0563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BX0563_SP_SET: CULVERT HEADWALL
 BX0563_STAMPING: Z 235 1966
 BX0563_MARK LOGO: CGS   
 BX0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 BX0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0563+STABILITY: SURFACE MOTION
 BX0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX0563+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1993
 BX0563
 BX0563  HISTORY     - Date     Condition        Report By
 BX0563  HISTORY     - 1966     MONUMENTED       CGS
 BX0563  HISTORY     - 19930818 GOOD             LADTD
 BX0563  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX0563
 BX0563                          STATION DESCRIPTION
 BX0563
 BX0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0563'8.7 MI NE FROM LIBUSE.
 BX0563'ABOUT 8.7 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 BX0563'AT LIBUSE, IN SECTION 19, T 5 N, R 3 E, ABOUT 0.1 MILE NORTHEAST  OF A
 BX0563'BRICK HOUSE ON THE SOUTHEAST SIDE OF THE HIGHWAY, 28 FEET NORTHWEST OF
 BX0563'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF
 BX0563'THE NORTHWEST CONCRETE HEAD WALL OF A 4-CHANNELED CONCRETE CULVERT
 BX0563'THAT WAS BUILT IN 1964, 1 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF
 BX0563'THE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BX0563
 BX0563                          STATION RECOVERY (1993)
 BX0563
 BX0563'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (TLH)
 BX0563'THE STATION IS LOCATED ABOUT 21.8 MI (35.1 KM) SOUTHWEST OF
 BX0563'JONESVILLE, 8.8 MI (14.2 KM) NORTHEAST OF LIBUSE AND 2.2 MI (3.5 KM)
 BX0563'NORTHEAST OF HOLLOWAY IN SECTION 19, T 5 N, R 3 E.
 BX0563'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 BX0563'REACH THE STATION FROM THE POST OFFICE IN LIBUSE, GO EAST FOR 8.8 MI
 BX0563'(14.2 KM) ON STATE HIGHWAY 28 TO THE STATION ON THE LEFT SET IN THE
 BX0563'TOP OF THE SOUTHWEST END OF A FOUR-CHANNELED CONCRETE CULVERT
 BX0563'HEADWALL.  THE STATION IS 35.O FT SOUTHEAST FROM A UTILITY POLE, 28.0
 BX0563'FT (8.5 M) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 1.0 FT (0.3 M)
 BX0563'NORTHEAST FROM THE SOUTHWEST END OF THE HEADWALL, FLUSH WITH THE
 BX0563'SURFACE OF THE HEADWALL AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 BX0563'THE HIGHWAY.
 BX0563
 BX0563                          STATION RECOVERY (1999)
 BX0563
 BX0563'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8253 ***********************************************************************
 AC8253  DESIGNATION -  Z 236 RESET
 AC8253  PID         -  AC8253
 AC8253  STATE/COUNTY-  LA/RAPIDES
 AC8253  USGS QUAD   -  ALEXANDRIA (1992)
 AC8253
 AC8253                         *CURRENT SURVEY CONTROL
 AC8253  ___________________________________________________________________
 AC8253* NAD 83(1986)-  31 19 59.     (N)    092 23 43.     (W)     SCALED    
 AC8253* NAVD 88     -        28.02   (+/-2cm)      91.9    (feet)  VERTCON   
 AC8253  ___________________________________________________________________
 AC8253  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AC8253
 AC8253  VERT ORDER  -  THIRD (See Below)
 AC8253
 AC8253.The horizontal coordinates were scaled from a topographic map and have
 AC8253.an estimated accuracy of +/- 6 seconds.
 AC8253
 AC8253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8253.The vertical order pertains to the NGVD 29 superseded value.
 AC8253
 AC8253.The geoid height was determined by GEOID03.
 AC8253
 AC8253;                    North         East    Units  Estimated Accuracy
 AC8253;SPC LA N     -    92,370.    1,009,970.      MT  (+/- 180 meters Scaled)
 AC8253
 AC8253                          SUPERSEDED SURVEY CONTROL
 AC8253
 AC8253  NGVD 29 (09/18/05)   28.00   (m)           91.9    (f) RESET       3  
 AC8253
 AC8253.Superseded values are not recommended for survey control.
 AC8253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8253.See file dsdata.txt to determine how the superseded data were derived.
 AC8253
 AC8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ575666(NAD 83)
 AC8253_MARKER: DV = VERTICAL CONTROL DISK
 AC8253_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8253_SP_SET: BRIDGE ABUTMENT
 AC8253_STAMPING: Z 236 RESET 1993
 AC8253_MARK LOGO: NGS   
 AC8253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8253+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC8253
 AC8253  HISTORY     - Date     Condition        Report By
 AC8253  HISTORY     - 1993     MONUMENTED       LADTD
 AC8253
 AC8253                          STATION DESCRIPTION
 AC8253
 AC8253'DESCRIBED BY LA TRANSP AND DEV 1993 (SLC)
 AC8253'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF LABUSE AND 1.0 MI
 AC8253'(1.6 KM) NORTHEAST OF PINEVILLE.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8253'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM JUNCTION OF
 AC8253'U S HIGHWAY 167 AND STATE HIGHWAYS 28 AND 3100 IN PINEVILLE, GO EAST
 AC8253'FOR 1.2 MI (1.9 KM) ON HIGHWAY 28 TO THE STATION ON THE LEFT SET IN A
 AC8253'TRIPLE BOX CULVERT. THE STATION IS 158.5 FT (48.3 M) EAST-NORTHEAST
 AC8253'FROM THE CENTER OF PRICE ROAD LEADING NORTH, 119.5 FT (36.4 M) EAST
 AC8253'FROM A UTILITY POLE, 53.5 FT (16.3 M) WEST-SOUTHWEST FROM THE
 AC8253'NORTHEAST END OF THE BOX CULVERT, 51.5 FT (15.7 M) NORTH-NORTHWEST
 AC8253'FROM THE CENTER OF THE HIGHWAY, 19.5 FT (5.9 M) EAST-NORTHEAST FROM
 AC8253'THE NORTHWEST END OF THE BOX CULVERT, FLUSH WITH THE ABUTMENT AND
 AC8253'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0863 ***********************************************************************
 BX0863  DESIGNATION -  Z 237
 BX0863  PID         -  BX0863
 BX0863  STATE/COUNTY-  LA/RAPIDES
 BX0863  USGS QUAD   -  BELLE D'EAU (1983)
 BX0863
 BX0863                         *CURRENT SURVEY CONTROL
 BX0863  ___________________________________________________________________
 BX0863* NAD 83(1986)-  31 06 37.     (N)    092 14 26.     (W)     SCALED    
 BX0863* NAVD 88     -        19.244  (meters)      63.14   (feet)  ADJUSTED  
 BX0863  ___________________________________________________________________
 BX0863  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BX0863  DYNAMIC HT  -          19.220 (meters)      63.06  (feet)  COMP
 BX0863  MODELED GRAV-     979,389.4   (mgal)                       NAVD 88
 BX0863
 BX0863  VERT ORDER  -  FIRST     CLASS I
 BX0863
 BX0863.The horizontal coordinates were scaled from a topographic map and have
 BX0863.an estimated accuracy of +/- 6 seconds.
 BX0863
 BX0863.The orthometric height was determined by differential leveling
 BX0863.and adjusted by the National Geodetic Survey in February 1994..
 BX0863
 BX0863.The geoid height was determined by GEOID03.
 BX0863
 BX0863.The dynamic height is computed by dividing the NAVD 88
 BX0863.geopotential number by the normal gravity value computed on the
 BX0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0863.degrees latitude (g = 980.6199 gals.).
 BX0863
 BX0863.The modeled gravity was interpolated from observed gravity values.
 BX0863
 BX0863;                    North         East    Units  Estimated Accuracy
 BX0863;SPC LA N     -    67,700.    1,024,750.      MT  (+/- 180 meters Scaled)
 BX0863
 BX0863                          SUPERSEDED SURVEY CONTROL
 BX0863
 BX0863  NAVD 88 (06/15/91)   19.248  (m)           63.15   (f) UNKNOWN     1 1
 BX0863  NGVD 29 (??/??/??)   19.217  (m)           63.05   (f) ADJUSTED    1 1
 BX0863
 BX0863.Superseded values are not recommended for survey control.
 BX0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0863.See file dsdata.txt to determine how the superseded data were derived.
 BX0863
 BX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ724420(NAD 83)
 BX0863_MARKER: DB = BENCH MARK DISK
 BX0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0863_STAMPING: Z 237 1966
 BX0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0863+STABILITY: SURFACE MOTION
 BX0863
 BX0863  HISTORY     - Date     Condition        Report By
 BX0863  HISTORY     - 1966     MONUMENTED       CGS
 BX0863  HISTORY     - 1977     GOOD             NGS
 BX0863
 BX0863                          STATION DESCRIPTION
 BX0863
 BX0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0863'IN ECHO.
 BX0863'ABOUT 94 YARDS SOUTH OF THE SOUTHEAST CORNER OF THE POST OFFICE AT
 BX0863'ECHO, IN SECTION 35, T 2 N, R 2 E, 170 FEET NORTHEAST OF THE CENTER OF
 BX0863'THE CROSSING OF A PAVED ROAD AND THE TEXAS AND PACIFIC RAILROAD, 225
 BX0863'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1, 148 FEET NORTH OF
 BX0863'THE NORTH RAIL OF THE MAIN TRACK, 85 FEET EAST OF THE CENTER LINE OF
 BX0863'THE PAVED ROAD, 21 FEET EAST OF A 35-INCH OAK TREE WHICH IS LEANING IN
 BX0863'A SOUTHWESTERLY DIRECTION, 13 FEET SOUTHEAST OF A 16-INCH PEACAN TREE,
 BX0863'1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 BX0863'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 BX0863'CONCRETE POST PROJECTING 7 INCHES.
 BX0863
 BX0863                          STATION RECOVERY (1977)
 BX0863
 BX0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0810 ***********************************************************************
 BX0810  DESIGNATION -  Z 238
 BX0810  PID         -  BX0810
 BX0810  STATE/COUNTY-  LA/AVOYELLES
 BX0810  USGS QUAD   -  MARKSVILLE NORTH (1983)
 BX0810
 BX0810                         *CURRENT SURVEY CONTROL
 BX0810  ___________________________________________________________________
 BX0810* NAD 83(1986)-  31 09 27.     (N)    092 04 01.     (W)     SCALED    
 BX0810* NAVD 88     -        24.468  (meters)      80.28   (feet)  ADJUSTED  
 BX0810  ___________________________________________________________________
 BX0810  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX0810  DYNAMIC HT  -          24.438 (meters)      80.18  (feet)  COMP
 BX0810  MODELED GRAV-     979,397.9   (mgal)                       NAVD 88
 BX0810
 BX0810  VERT ORDER  -  FIRST     CLASS I
 BX0810
 BX0810.The horizontal coordinates were scaled from a topographic map and have
 BX0810.an estimated accuracy of +/- 6 seconds.
 BX0810
 BX0810.The orthometric height was determined by differential leveling
 BX0810.and adjusted by the National Geodetic Survey in February 1994..
 BX0810
 BX0810.The geoid height was determined by GEOID03.
 BX0810
 BX0810.The dynamic height is computed by dividing the NAVD 88
 BX0810.geopotential number by the normal gravity value computed on the
 BX0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX0810.degrees latitude (g = 980.6199 gals.).
 BX0810
 BX0810.The modeled gravity was interpolated from observed gravity values.
 BX0810
 BX0810;                    North         East    Units  Estimated Accuracy
 BX0810;SPC LA N     -    72,980.    1,041,290.      MT  (+/- 180 meters Scaled)
 BX0810
 BX0810                          SUPERSEDED SURVEY CONTROL
 BX0810
 BX0810  NAVD 88 (06/15/91)   24.482  (m)           80.32   (f) UNKNOWN     1 1
 BX0810  NGVD 29 (??/??/??)   24.435  (m)           80.17   (f) ADJUSTED    1 1
 BX0810
 BX0810.Superseded values are not recommended for survey control.
 BX0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0810.See file dsdata.txt to determine how the superseded data were derived.
 BX0810
 BX0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ889474(NAD 83)
 BX0810_MARKER: DB = BENCH MARK DISK
 BX0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0810_STAMPING: Z 238 1966
 BX0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0810+STABILITY: SURFACE MOTION
 BX0810
 BX0810  HISTORY     - Date     Condition        Report By
 BX0810  HISTORY     - 1966     MONUMENTED       CGS
 BX0810  HISTORY     - 1977     GOOD             NGS
 BX0810
 BX0810                          STATION DESCRIPTION
 BX0810
 BX0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX0810'2.15 MI N FROM MARKSVILLE.
 BX0810'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAYS 115 AND 107 FROM THE
 BX0810'COURTHOUSE AT MARKSVILLE, THENCE 1.15 MILES NORTH ALONG STATE HIGHWAY
 BX0810'1192, IN SECTION 58, T 2 N, R 4 E, 28 1/2 FEET WEST OF THE CENTER LINE
 BX0810'OF THE ROAD, 69 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 BX0810'PILLAR ON THE EAST PORCH OF A HOUSE, 9 1/2 FEET NORTH OF A 6-INCH
 BX0810'CEDAR TREE, 3 FEET NORTHEAST OF A CORNER FENCE POST, 1 1/2 FEET EAST
 BX0810'OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 BX0810'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BX0810'INCHES.
 BX0810
 BX0810                          STATION RECOVERY (1977)
 BX0810
 BX0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BX0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0062 ***********************************************************************
 BW0062  DESIGNATION -  Z 239
 BW0062  PID         -  BW0062
 BW0062  STATE/COUNTY-  LA/AVOYELLES
 BW0062  USGS QUAD   -  MOREAUVILLE (1996)
 BW0062
 BW0062                         *CURRENT SURVEY CONTROL
 BW0062  ___________________________________________________________________
 BW0062* NAD 83(1986)-  31 02 05.     (N)    091 57 04.     (W)     SCALED    
 BW0062* NAVD 88     -        14.607  (meters)      47.92   (feet)  ADJUSTED  
 BW0062  ___________________________________________________________________
 BW0062  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0062  DYNAMIC HT  -          14.589 (meters)      47.86  (feet)  COMP
 BW0062  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 BW0062
 BW0062  VERT ORDER  -  FIRST     CLASS I
 BW0062
 BW0062.The horizontal coordinates were scaled from a topographic map and have
 BW0062.an estimated accuracy of +/- 6 seconds.
 BW0062
 BW0062.The orthometric height was determined by differential leveling
 BW0062.and adjusted by the National Geodetic Survey in February 1994..
 BW0062
 BW0062.The geoid height was determined by GEOID03.
 BW0062
 BW0062.The dynamic height is computed by dividing the NAVD 88
 BW0062.geopotential number by the normal gravity value computed on the
 BW0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0062.degrees latitude (g = 980.6199 gals.).
 BW0062
 BW0062.The modeled gravity was interpolated from observed gravity values.
 BW0062
 BW0062;                    North         East    Units  Estimated Accuracy
 BW0062;SPC LA N     -    59,420.    1,052,400.      MT  (+/- 180 meters Scaled)
 BW0062
 BW0062                          SUPERSEDED SURVEY CONTROL
 BW0062
 BW0062  NAVD 88 (06/15/91)   14.630  (m)           48.00   (f) UNKNOWN     1 1
 BW0062  NGVD 29 (??/??/??)   14.589  (m)           47.86   (f) ADJUSTED    1 1
 BW0062
 BW0062.Superseded values are not recommended for survey control.
 BW0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0062.See file dsdata.txt to determine how the superseded data were derived.
 BW0062
 BW0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ001339(NAD 83)
 BW0062_MARKER: DB = BENCH MARK DISK
 BW0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0062_SP_SET: CULVERT
 BW0062_STAMPING: Z 239 1966
 BW0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0062+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BW0062
 BW0062  HISTORY     - Date     Condition        Report By
 BW0062  HISTORY     - 1966     MONUMENTED       CGS
 BW0062  HISTORY     - 1977     GOOD             NGS
 BW0062  HISTORY     - 20060315 GOOD             USPSQD
 BW0062
 BW0062                          STATION DESCRIPTION
 BW0062
 BW0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0062'1.65 MI E FROM MOREAUVILLE.
 BW0062'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 1 FROM THE KANSAS CITY AND
 BW0062'SOUTHERN RAILROAD STATION AT MOREAUVILLE, IN SECTION 27, T 1 N, R 5 E,
 BW0062'ABOUT 0.65 MILE WEST OF A CONCRETE HIGHWAY BRIDGE OVER BAYOU ROSEAU,
 BW0062'31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF
 BW0062'THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A LARGE DOUBLE-CHANNELED
 BW0062'CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW0062
 BW0062                          STATION RECOVERY (1977)
 BW0062
 BW0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BW0062'1.8 MILES EAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BW0062'HIGHWAYS 1 AND 451 AT MOREAUVILLE, ABOUT 0.65 MILE WEST OF A
 BW0062'CONCRETE HIGHWAY BRIDGE OVER BAYOU ROSEAV, 31 FEET SOUTH OF
 BW0062'CENTER LINE OF HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 BW0062'SOUTH CONCRETE HEAD WALL OF A LARGE DOUBLE CHANNELED
 BW0062'CULVERT.
 BW0062
 BW0062                          STATION RECOVERY (2006)
 BW0062
 BW0062'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BW0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1065 ***********************************************************************
 CP1065  DESIGNATION -  Z 24
 CP1065  PID         -  CP1065
 CP1065  STATE/COUNTY-  LA/WEST CARROLL
 CP1065  USGS QUAD   -  OAK GROVE (1988)
 CP1065
 CP1065                         *CURRENT SURVEY CONTROL
 CP1065  ___________________________________________________________________
 CP1065* NAD 83(1986)-  32 47 39.     (N)    091 24 51.     (W)     SCALED    
 CP1065* NAVD 88     -        40.336  (meters)     132.34   (feet)  ADJUSTED  
 CP1065  ___________________________________________________________________
 CP1065  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CP1065  DYNAMIC HT  -          40.292 (meters)     132.19  (feet)  COMP
 CP1065  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 CP1065
 CP1065  VERT ORDER  -  SECOND    CLASS 0
 CP1065
 CP1065.The horizontal coordinates were scaled from a topographic map and have
 CP1065.an estimated accuracy of +/- 6 seconds.
 CP1065
 CP1065.The orthometric height was determined by differential leveling
 CP1065.and adjusted by the National Geodetic Survey in June 1991..
 CP1065
 CP1065.The geoid height was determined by GEOID03.
 CP1065
 CP1065.The dynamic height is computed by dividing the NAVD 88
 CP1065.geopotential number by the normal gravity value computed on the
 CP1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1065.degrees latitude (g = 980.6199 gals.).
 CP1065
 CP1065.The modeled gravity was interpolated from observed gravity values.
 CP1065
 CP1065;                    North         East    Units  Estimated Accuracy
 CP1065;SPC LA N     -   254,890.    1,101,710.      MT  (+/- 180 meters Scaled)
 CP1065
 CP1065                          SUPERSEDED SURVEY CONTROL
 CP1065
 CP1065  NGVD 29 (??/??/92)   40.396  (m)          132.53   (f) ADJ UNCH    2 0
 CP1065
 CP1065.Superseded values are not recommended for survey control.
 CP1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1065.See file dsdata.txt to determine how the superseded data were derived.
 CP1065
 CP1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS484295(NAD 83)
 CP1065_MARKER: DB = BENCH MARK DISK
 CP1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP1065_SP_SET: BUILDING
 CP1065_STAMPING: Z-24 1935
 CP1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1065
 CP1065  HISTORY     - Date     Condition        Report By
 CP1065  HISTORY     - 1935     MONUMENTED       CGS
 CP1065  HISTORY     - 1982     MARK NOT FOUND   USGS
 CP1065
 CP1065                          STATION DESCRIPTION
 CP1065
 CP1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP1065'IN FOREST.
 CP1065'VERTICAL BRONZE TABLET IN SOUTH FACE OF PROJECTION OF WEST MAIN
 CP1065'ENTRANCE OF FOREST SCHOOL.  28.9 FEET NORTH OF SOUTHWEST CORNER OF
 CP1065'BUILDING.  11.8 FEET SOUTH OF CENTERLINE OF MAIN ENTRANCE.  4.2 FEET
 CP1065'ABOVE GROUND.  2 FEET WEST OF WEST WALL OF BUILDING.
 CP1065
 CP1065                          STATION RECOVERY (1982)
 CP1065
 CP1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1766 ***********************************************************************
 CP1766  DESIGNATION -  Z 242
 CP1766  PID         -  CP1766
 CP1766  STATE/COUNTY-  LA/RICHLAND
 CP1766  USGS QUAD   -  RAYVILLE (1982)
 CP1766
 CP1766                         *CURRENT SURVEY CONTROL
 CP1766  ___________________________________________________________________
 CP1766* NAD 83(1986)-  32 28 55.     (N)    091 48 46.     (W)     SCALED    
 CP1766* NAVD 88     -        24.731  (meters)      81.14   (feet)  ADJUSTED  
 CP1766  ___________________________________________________________________
 CP1766  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CP1766  DYNAMIC HT  -          24.704 (meters)      81.05  (feet)  COMP
 CP1766  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 CP1766
 CP1766  VERT ORDER  -  FIRST     CLASS I
 CP1766
 CP1766.The horizontal coordinates were scaled from a topographic map and have
 CP1766.an estimated accuracy of +/- 6 seconds.
 CP1766
 CP1766.The orthometric height was determined by differential leveling
 CP1766.and adjusted by the National Geodetic Survey in June 1991..
 CP1766
 CP1766.The geoid height was determined by GEOID03.
 CP1766
 CP1766.The dynamic height is computed by dividing the NAVD 88
 CP1766.geopotential number by the normal gravity value computed on the
 CP1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1766.degrees latitude (g = 980.6199 gals.).
 CP1766
 CP1766.The modeled gravity was interpolated from observed gravity values.
 CP1766
 CP1766;                    North         East    Units  Estimated Accuracy
 CP1766;SPC LA N     -   219,960.    1,064,590.      MT  (+/- 180 meters Scaled)
 CP1766
 CP1766                          SUPERSEDED SURVEY CONTROL
 CP1766
 CP1766  NGVD 29 (??/??/??)   24.764  (m)           81.25   (f) ADJUSTED    1 1
 CP1766
 CP1766.Superseded values are not recommended for survey control.
 CP1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1766.See file dsdata.txt to determine how the superseded data were derived.
 CP1766
 CP1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR115944(NAD 83)
 CP1766_MARKER: DB = BENCH MARK DISK
 CP1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1766_STAMPING: Z 242 1966
 CP1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1766+STABILITY: SURFACE MOTION
 CP1766
 CP1766  HISTORY     - Date     Condition        Report By
 CP1766  HISTORY     - 1966     MONUMENTED       CGS
 CP1766  HISTORY     - 1969     GOOD             NGS
 CP1766
 CP1766                          STATION DESCRIPTION
 CP1766
 CP1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1766'3.1 MI W FROM RAYVILLE.
 CP1766'3.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE COURTHOUSE
 CP1766'AT RAYVILLE, IN SECTION 1, T 17 N, R 6 E, AT THE WEST EDGE OF THE
 CP1766'SMALL COMMUNITY OF GIRARD, 64 FEET NORTH OF THE NORTH RAIL, 51 FEET
 CP1766'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 54 FEET NORTH OF MILEPOST
 CP1766'54, 50 FEET NORTHWEST OF A TELEGRAPH POLE, 1.1 FEET SOUTH OF A METAL
 CP1766'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 3
 CP1766'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CP1766'POST PROJECTING 6 INCHES.
 CP1766
 CP1766                          STATION RECOVERY (1969)
 CP1766
 CP1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CP1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0833 ***********************************************************************
 CQ0833  DESIGNATION -  Z 243
 CQ0833  PID         -  CQ0833
 CQ0833  STATE/COUNTY-  LA/CALDWELL
 CQ0833  USGS QUAD   -  RIVERTON (1989)
 CQ0833
 CQ0833                         *CURRENT SURVEY CONTROL
 CQ0833  ___________________________________________________________________
 CQ0833* NAD 83(1986)-  32 10 43.     (N)    092 06 08.     (W)     SCALED    
 CQ0833* NAVD 88     -        21.68   (+/-2cm)      71.1    (feet)  VERTCON   
 CQ0833  ___________________________________________________________________
 CQ0833  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CQ0833
 CQ0833  VERT ORDER  -  FIRST     CLASS II (See Below)
 CQ0833
 CQ0833.The horizontal coordinates were scaled from a topographic map and have
 CQ0833.an estimated accuracy of +/- 6 seconds.
 CQ0833
 CQ0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0833.The vertical order pertains to the NGVD 29 superseded value.
 CQ0833
 CQ0833.The geoid height was determined by GEOID03.
 CQ0833
 CQ0833;                    North         East    Units  Estimated Accuracy
 CQ0833;SPC LA N     -   186,190.    1,037,510.      MT  (+/- 180 meters Scaled)
 CQ0833
 CQ0833                          SUPERSEDED SURVEY CONTROL
 CQ0833
 CQ0833  NGVD 29 (??/??/??)   21.705  (m)           71.21   (f) ADJUSTED    1 2
 CQ0833
 CQ0833.Superseded values are not recommended for survey control.
 CQ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0833.See file dsdata.txt to determine how the superseded data were derived.
 CQ0833
 CQ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR846605(NAD 83)
 CQ0833_MARKER: DB = BENCH MARK DISK
 CQ0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0833_STAMPING: Z 243 1966
 CQ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0833+STABILITY: SURFACE MOTION
 CQ0833
 CQ0833  HISTORY     - Date     Condition        Report By
 CQ0833  HISTORY     - 1966     MONUMENTED       CGS
 CQ0833
 CQ0833                          STATION DESCRIPTION
 CQ0833
 CQ0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CQ0833'7.8 MI N FROM COLUMBIA.
 CQ0833'ABOUT 7.1 MILES NORTH ALONG U.S. HIGHWAY 165 FROM THE SOUTHWEST END OF
 CQ0833'THE BRIDGE OVER THE QUACHITA RIVER AT COLUMBIA, THENCE 0.7 MILE
 CQ0833'SOUTHWEST ALONG A GRAVELED ROAD LEADING TO LOCK AND DAM NUMBER 3, AT
 CQ0833'THE NORTHWEST EDGE OF A PROPOSED RECREATION AREA ON THE NORTHWEST SIDE
 CQ0833'OF THE QUACHITA RIVER, 325 FEET NORTHWEST OF THE NORTHWEST BANK OF THE
 CQ0833'RIVER, 44 FEET SOUTH OF THE SOUTH CORNER OF A 4 CAR GARAGE, 12 FEET
 CQ0833'WEST OF A MAIL BOX FOR THE U.S. CORPS OF ENGINEERS, 8 FEET SOUTH OF A
 CQ0833'30-INCH CHINABERRY TREE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST,
 CQ0833'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1834 ***********************************************************************
 CP1834  DESIGNATION -  Z 245
 CP1834  PID         -  CP1834
 CP1834  STATE/COUNTY-  LA/FRANKLIN
 CP1834  USGS QUAD   -  WINNSBORO (1983)
 CP1834
 CP1834                         *CURRENT SURVEY CONTROL
 CP1834  ___________________________________________________________________
 CP1834* NAD 83(1986)-  32 08 13.     (N)    091 42 21.     (W)     SCALED    
 CP1834* NAVD 88     -        23.92   (+/-2cm)      78.5    (feet)  VERTCON   
 CP1834  ___________________________________________________________________
 CP1834  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CP1834
 CP1834  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1834
 CP1834.The horizontal coordinates were scaled from a topographic map and have
 CP1834.an estimated accuracy of +/- 6 seconds.
 CP1834
 CP1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1834.The vertical order pertains to the NGVD 29 superseded value.
 CP1834
 CP1834.The geoid height was determined by GEOID03.
 CP1834
 CP1834;                    North         East    Units  Estimated Accuracy
 CP1834;SPC LA N     -   181,770.    1,074,930.      MT  (+/- 180 meters Scaled)
 CP1834
 CP1834                          SUPERSEDED SURVEY CONTROL
 CP1834
 CP1834  NGVD 29 (??/??/92)   23.941  (m)           78.55   (f) ADJ UNCH    1 2
 CP1834
 CP1834.Superseded values are not recommended for survey control.
 CP1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1834.See file dsdata.txt to determine how the superseded data were derived.
 CP1834
 CP1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR220563(NAD 83)
 CP1834_MARKER: DB = BENCH MARK DISK
 CP1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1834_STAMPING: Z 245 1966
 CP1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1834+STABILITY: SURFACE MOTION
 CP1834
 CP1834  HISTORY     - Date     Condition        Report By
 CP1834  HISTORY     - 1966     MONUMENTED       CGS
 CP1834  HISTORY     - 1981     MARK NOT FOUND   USGS
 CP1834
 CP1834                          STATION DESCRIPTION
 CP1834
 CP1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CP1834'2.9 MI SE FROM WINNSBORO.
 CP1834'0.2 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT WINNSBORO,
 CP1834'THENCE 0.3 MILE WEST-NORTHWEST ALONG KINLOCH STREET, THENCE 2.4 MILES
 CP1834'SOUTHEAST ALONG STATE HIGHWAY 15, IN SECTION 1, T 13 N, R 7 E, 125
 CP1834'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 111 FEET NORTH OF
 CP1834'TELEGRAPH POLE 602-20, 40 FEET EAST OF THE EAST RAIL OF THE MISSOURI
 CP1834'PACIFIC RAILROAD, 22 FEET SOUTH OF THE CENTER LINE OF A PRIVATE FIELD
 CP1834'ENTRANCE, 1 1/2 FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A METAL
 CP1834'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND HIGHWAY, AND SET IN THE
 CP1834'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 CP1834
 CP1834                          STATION RECOVERY (1981)
 CP1834
 CP1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CP1834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1451 ***********************************************************************
 BW1451  DESIGNATION -  Z 246
 BW1451  PID         -  BW1451
 BW1451  STATE/COUNTY-  LA/CATAHOULA
 BW1451  USGS QUAD   -  FOULES (1983)
 BW1451
 BW1451                         *CURRENT SURVEY CONTROL
 BW1451  ___________________________________________________________________
 BW1451* NAD 83(1986)-  31 50 07.     (N)    091 36 39.     (W)     SCALED    
 BW1451* NAVD 88     -        17.32   (+/-2cm)      56.8    (feet)  VERTCON   
 BW1451  ___________________________________________________________________
 BW1451  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW1451
 BW1451  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1451
 BW1451.The horizontal coordinates were scaled from a topographic map and have
 BW1451.an estimated accuracy of +/- 6 seconds.
 BW1451
 BW1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1451.The vertical order pertains to the NGVD 29 superseded value.
 BW1451
 BW1451.The geoid height was determined by GEOID03.
 BW1451
 BW1451;                    North         East    Units  Estimated Accuracy
 BW1451;SPC LA N     -   148,390.    1,084,160.      MT  (+/- 180 meters Scaled)
 BW1451
 BW1451                          SUPERSEDED SURVEY CONTROL
 BW1451
 BW1451  NGVD 29 (??/??/92)   17.332  (m)           56.86   (f) ADJ UNCH    1 2
 BW1451
 BW1451.Superseded values are not recommended for survey control.
 BW1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1451.See file dsdata.txt to determine how the superseded data were derived.
 BW1451
 BW1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR314230(NAD 83)
 BW1451_MARKER: DB = BENCH MARK DISK
 BW1451_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BW1451_SP_SET: CULVERT
 BW1451_STAMPING: Z 246 1966
 BW1451_MARK LOGO: CGS   
 BW1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1451+STABILITY: SURFACE MOTION
 BW1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1451+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 BW1451
 BW1451  HISTORY     - Date     Condition        Report By
 BW1451  HISTORY     - 1966     MONUMENTED       CGS
 BW1451  HISTORY     - 19880225 GOOD             LADTD
 BW1451
 BW1451                          STATION DESCRIPTION
 BW1451
 BW1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1451'3.2 MI SE FROM SICILY ISLAND.
 BW1451'ABOUT 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BW1451'POST OFFICE AT SICILY ISLAND, THENCE 3.1 MILES SOUTHEAST ALONG STATE
 BW1451'HIGHWAY 15, IN SECTION 24, T 10 N, R 8 E, ABOUT 0.1 MILE SOUTH OF A
 BW1451'SMALL HOUSE, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BW1451'ABOUT 75 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MISSOURI PACIFIC
 BW1451'RAILROAD, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE HEAD
 BW1451'WALL OF A CONCRETE BOX CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 BW1451'THE HIGHWAY.
 BW1451
 BW1451                          STATION RECOVERY (1988)
 BW1451
 BW1451'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BW1451'THE STATION IS LOCATED 5.2 KM (3.25 MI) EAST OF SICILY ISLAND.
 BW1451'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 BW1451'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 8
 BW1451'IN SICILY ISLAND GO EAST FOR 5.2 KM (3.25 MI) ON HIGHWAY 15 TO THE
 BW1451'MARK SET IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE HEADWALL
 BW1451'FOR A CONCRETE BOX CULVERT.
 BW1451'THE MARK IS 10.1 M (33.1 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 BW1451'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0028 ***********************************************************************
 BW0028  DESIGNATION -  Z 248
 BW0028  PID         -  BW0028
 BW0028  STATE/COUNTY-  LA/CONCORDIA
 BW0028  USGS QUAD   -  TURNBULL ISLAND (1972)
 BW0028
 BW0028                         *CURRENT SURVEY CONTROL
 BW0028  ___________________________________________________________________
 BW0028* NAD 83(1986)-  31 00 35.     (N)    091 39 31.     (W)     SCALED    
 BW0028* NAVD 88     -        15.503  (meters)      50.86   (feet)  ADJUSTED  
 BW0028  ___________________________________________________________________
 BW0028  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BW0028  DYNAMIC HT  -          15.483 (meters)      50.80  (feet)  COMP
 BW0028  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 BW0028
 BW0028  VERT ORDER  -  FIRST     CLASS I
 BW0028
 BW0028.The horizontal coordinates were scaled from a topographic map and have
 BW0028.an estimated accuracy of +/- 6 seconds.
 BW0028
 BW0028.The orthometric height was determined by differential leveling
 BW0028.and adjusted by the National Geodetic Survey in February 1994..
 BW0028
 BW0028.The geoid height was determined by GEOID03.
 BW0028
 BW0028.The dynamic height is computed by dividing the NAVD 88
 BW0028.geopotential number by the normal gravity value computed on the
 BW0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0028.degrees latitude (g = 980.6199 gals.).
 BW0028
 BW0028.The modeled gravity was interpolated from observed gravity values.
 BW0028
 BW0028;                    North         East    Units  Estimated Accuracy
 BW0028;SPC LA N     -    56,830.    1,080,350.      MT  (+/- 180 meters Scaled)
 BW0028
 BW0028                          SUPERSEDED SURVEY CONTROL
 BW0028
 BW0028  NAVD 88 (06/15/91)   15.529  (m)           50.95   (f) UNKNOWN     1 1
 BW0028  NGVD 29 (??/??/??)   15.483  (m)           50.80   (f) ADJUSTED    1 1
 BW0028
 BW0028.Superseded values are not recommended for survey control.
 BW0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0028.See file dsdata.txt to determine how the superseded data were derived.
 BW0028
 BW0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ280314(NAD 83)
 BW0028_MARKER: DB = BENCH MARK DISK
 BW0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0028_STAMPING: Z 248 1966
 BW0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0028+STABILITY: SURFACE MOTION
 BW0028
 BW0028  HISTORY     - Date     Condition        Report By
 BW0028  HISTORY     - 1966     MONUMENTED       CGS
 BW0028  HISTORY     - 1976     GOOD             NGS
 BW0028  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 BW0028
 BW0028                          STATION DESCRIPTION
 BW0028
 BW0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0028'1.2 MI E FROM OLD RIVER LOCKS.
 BW0028'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT OLD
 BW0028'RIVER, ABOUT 0.2 MILE EAST OF A CURVE IN THE HIGHWAY, ABOUT 0.25 MILE
 BW0028'WEST OF THE CONCORDIA-POINTE COUPEE PARISH LINE, 180 1/2 FEET NORTH OF
 BW0028'THE CENTER LINE OF THE HIGHWAY, 127 FEET WEST OF THE CENTER LINE OF A
 BW0028'DIRT ROAD, 146 1/2 FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE,
 BW0028'35 1/2 FEET WEST OF A 12-INCH HACKBERRY TREE BEARING A TRIANGULAR
 BW0028'BLAZE ON THE SOUTH SIDE, 10.0 FEET EAST OF A 26-INCH HACKBERRY TREE
 BW0028'BEARING A WITNESS SHIELD, 1.0 FOOT FROM A METAL WITNESS POST, ABOUT 15
 BW0028'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BW0028'POST PROJECTING 10 INCHES.
 BW0028
 BW0028                          STATION RECOVERY (1976)
 BW0028
 BW0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0028'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0028'HIGHWAY 418 AT TORRAS, 180 FT. NORTH OF THE CENTER LINE OF THE
 BW0028'HIGHWAY, 127 FT. WEST OF THE CENTER LINE OF THE ROAD, 35.5 FT. WEST
 BW0028'OF A 12 INCH HACKBERRY TREE, 10 FT. EAST OF A 26 INCH HACKBERRY TREE.
 BW0028
 BW0028                          STATION RECOVERY (2005)
 BW0028
 BW0028'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BW0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1515 ***********************************************************************
 BW1515  DESIGNATION -  Z 250
 BW1515  PID         -  BW1515
 BW1515  STATE/COUNTY-  LA/CONCORDIA
 BW1515  USGS QUAD   -  FROGMORE (1994)
 BW1515
 BW1515                         *CURRENT SURVEY CONTROL
 BW1515  ___________________________________________________________________
 BW1515* NAD 83(1986)-  31 36 34.     (N)    091 39 55.     (W)     SCALED    
 BW1515* NAVD 88     -        17.99   (+/-2cm)      59.0    (feet)  VERTCON   
 BW1515  ___________________________________________________________________
 BW1515  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1515
 BW1515  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1515
 BW1515.The horizontal coordinates were scaled from a topographic map and have
 BW1515.an estimated accuracy of +/- 6 seconds.
 BW1515
 BW1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1515.The vertical order pertains to the NGVD 29 superseded value.
 BW1515
 BW1515.The geoid height was determined by GEOID03.
 BW1515
 BW1515;                    North         East    Units  Estimated Accuracy
 BW1515;SPC LA N     -   123,320.    1,079,200.      MT  (+/- 180 meters Scaled)
 BW1515
 BW1515                          SUPERSEDED SURVEY CONTROL
 BW1515
 BW1515  NGVD 29 (??/??/92)   17.987  (m)           59.01   (f) ADJ UNCH    1 2
 BW1515
 BW1515.Superseded values are not recommended for survey control.
 BW1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1515.See file dsdata.txt to determine how the superseded data were derived.
 BW1515
 BW1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ266979(NAD 83)
 BW1515_MARKER: DB = BENCH MARK DISK
 BW1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1515_SP_SET: BUILDING
 BW1515_STAMPING: Z 250 1966
 BW1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1515
 BW1515  HISTORY     - Date     Condition        Report By
 BW1515  HISTORY     - 1966     MONUMENTED       CGS
 BW1515  HISTORY     - 1982     GOOD             LADTD
 BW1515
 BW1515                          STATION DESCRIPTION
 BW1515
 BW1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW1515'7.1 MI W FROM FERRIDAY.
 BW1515'ABOUT 7.1 MILES WEST ALONG U. S. HIGHWAY 84 FROM THE POST OFFICE AT
 BW1515'FERRIDAY, AT THE COMMUNITY OF FROGMORE, IN SECTION 5, T 7 N, R 8 E,
 BW1515'128 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FROGMORE POST OFFICE
 BW1515'AND STORE, 220 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 BW1515'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE RETAINING WALL
 BW1515'AROUND THE SCALES AT THE FROGMORE COTTON GIN, 20 1/2 FEET SOUTH OF THE
 BW1515'NORTHEAST CORNER AND 1.2 FEET EAST OF THE EAST WALL OF THE COTTON GIN
 BW1515'BUILDING, ABOUT LEVEL WITH THE GROUND.
 BW1515
 BW1515                          STATION RECOVERY (1982)
 BW1515
 BW1515'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 BW1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1122 ***********************************************************************
 BX1122  DESIGNATION -  Z 252
 BX1122  PID         -  BX1122
 BX1122  STATE/COUNTY-  LA/RAPIDES
 BX1122  USGS QUAD   -  FOREST HILL (1993)
 BX1122
 BX1122                         *CURRENT SURVEY CONTROL
 BX1122  ___________________________________________________________________
 BX1122* NAD 83(1986)-  31 06 31.     (N)    092 30 31.     (W)     SCALED    
 BX1122* NAVD 88     -        47.987  (meters)     157.44   (feet)  ADJUSTED  
 BX1122  ___________________________________________________________________
 BX1122  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BX1122  DYNAMIC HT  -          47.927 (meters)     157.24  (feet)  COMP
 BX1122  MODELED GRAV-     979,390.0   (mgal)                       NAVD 88
 BX1122
 BX1122  VERT ORDER  -  FIRST     CLASS I
 BX1122
 BX1122.The horizontal coordinates were scaled from a topographic map and have
 BX1122.an estimated accuracy of +/- 6 seconds.
 BX1122
 BX1122.The orthometric height was determined by differential leveling
 BX1122.and adjusted by the National Geodetic Survey in February 1994..
 BX1122
 BX1122.The geoid height was determined by GEOID03.
 BX1122
 BX1122.The dynamic height is computed by dividing the NAVD 88
 BX1122.geopotential number by the normal gravity value computed on the
 BX1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1122.degrees latitude (g = 980.6199 gals.).
 BX1122
 BX1122.The modeled gravity was interpolated from observed gravity values.
 BX1122
 BX1122;                    North         East    Units  Estimated Accuracy
 BX1122;SPC LA N     -    67,480.      999,180.      MT  (+/- 180 meters Scaled)
 BX1122
 BX1122                          SUPERSEDED SURVEY CONTROL
 BX1122
 BX1122  NAVD 88 (06/15/91)   47.983  (m)          157.42   (f) UNKNOWN     1 1
 BX1122  NGVD 29 (??/??/??)   47.970  (m)          157.38   (f) ADJUSTED    1 1
 BX1122
 BX1122.Superseded values are not recommended for survey control.
 BX1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1122.See file dsdata.txt to determine how the superseded data were derived.
 BX1122
 BX1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ468417(NAD 83)
 BX1122_MARKER: DB = BENCH MARK DISK
 BX1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1122_SP_SET: CONCRETE BASE
 BX1122_STAMPING: Z 252 1966
 BX1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1122
 BX1122  HISTORY     - Date     Condition        Report By
 BX1122  HISTORY     - 1966     MONUMENTED       CGS
 BX1122  HISTORY     - 1970     GOOD             NGS
 BX1122  HISTORY     - 19990424 GOOD             USPSQD
 BX1122
 BX1122                          STATION DESCRIPTION
 BX1122
 BX1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1122'2.8 MI S FROM WOODWORTH.
 BX1122'ABOUT 0.15 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 BX1122'WOODWORTH, THENCE 2.65 MILES SOUTH ALONG THE MISSOURI PACIFIC
 BX1122'RAILROAD, 0.1 MILE NORTH OF A CROSSING OT THE RAILROAD AND A ROAD, 13
 BX1122'POLES SOUTH OF MILEPOST 613, 157 FEET WEST AND ACROSS U.S. HIGHWAY 165
 BX1122'FROM THE WEST RAIL, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BX1122'SET IN THE TOP OF A 16-INCH SQUARE CONCRETE BASE FOR A SIGN POST, 96
 BX1122'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CAFE AND SERVICE STATION,
 BX1122'14 1/2 FEET EAST OF POWER POLE NUMBER 37, 3 1/2 FEET SOUTH OF A SIGN
 BX1122'POST FOR THE SERVICE STATION, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BX1122'HIGHWAY.  SEC 31, T 2N, R 1W.
 BX1122
 BX1122                          STATION RECOVERY (1999)
 BX1122
 BX1122'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW0020 ***********************************************************************
 BW0020  DESIGNATION -  Z 253
 BW0020  PID         -  BW0020
 BW0020  STATE/COUNTY-  LA/CONCORDIA
 BW0020  USGS QUAD   -  FORT ADAMS (1965)
 BW0020
 BW0020                         *CURRENT SURVEY CONTROL
 BW0020  ___________________________________________________________________
 BW0020* NAD 83(1986)-  31 03 13.     (N)    091 34 32.     (W)     SCALED    
 BW0020* NAVD 88     -        14.543  (meters)      47.71   (feet)  ADJUSTED  
 BW0020  ___________________________________________________________________
 BW0020  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0020  DYNAMIC HT  -          14.524 (meters)      47.65  (feet)  COMP
 BW0020  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 BW0020
 BW0020  VERT ORDER  -  FIRST     CLASS I
 BW0020
 BW0020.The horizontal coordinates were scaled from a topographic map and have
 BW0020.an estimated accuracy of +/- 6 seconds.
 BW0020
 BW0020.The orthometric height was determined by differential leveling
 BW0020.and adjusted by the National Geodetic Survey in February 1994..
 BW0020
 BW0020.The geoid height was determined by GEOID03.
 BW0020
 BW0020.The dynamic height is computed by dividing the NAVD 88
 BW0020.geopotential number by the normal gravity value computed on the
 BW0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0020.degrees latitude (g = 980.6199 gals.).
 BW0020
 BW0020.The modeled gravity was interpolated from observed gravity values.
 BW0020
 BW0020;                    North         East    Units  Estimated Accuracy
 BW0020;SPC LA N     -    61,760.    1,088,240.      MT  (+/- 180 meters Scaled)
 BW0020
 BW0020                          SUPERSEDED SURVEY CONTROL
 BW0020
 BW0020  NAVD 88 (06/15/91)   14.567  (m)           47.79   (f) UNKNOWN     1 1
 BW0020  NGVD 29 (??/??/??)   14.519  (m)           47.63   (f) ADJUSTED    1 1
 BW0020
 BW0020.Superseded values are not recommended for survey control.
 BW0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0020.See file dsdata.txt to determine how the superseded data were derived.
 BW0020
 BW0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ359364(NAD 83)
 BW0020_MARKER: DB = BENCH MARK DISK
 BW0020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0020_SP_SET: 116 FT.
 BW0020_STAMPING: Z 253 1966
 BW0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0020
 BW0020  HISTORY     - Date     Condition        Report By
 BW0020  HISTORY     - 1966     MONUMENTED       CGS
 BW0020  HISTORY     - 1976     GOOD             NGS
 BW0020
 BW0020                          STATION DESCRIPTION
 BW0020
 BW0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BW0020'7.3 MI NE FROM OLD RIVER LOCKS.
 BW0020'ABOUT 7.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE LOCKS AT OLD
 BW0020'RIVER, IN SECTION 13, T 1 N, R 9 E, ABOUT IN THE CENTER OF A TRIANGLE
 BW0020'FORMED BY 3 LARGE PECAN TREES, ON PROPERTY BELONGING TO HODGE AND
 BW0020'HORTON, 141 FEET NORTHWEST OF THE CENTER LINE OF A CATTLE GUARD AND
 BW0020'THE HIGHWAY, 109 FEET SOUTHWEST OF THE SOUTH CORNER OF A HOUSE WITH A
 BW0020'CORRUGATED METAL ROOF, 35 FEET NORTHEAST OF A 28-INCH PECAN TREE, 30
 BW0020'FEET SOUTHWEST OF POWER POLE NUMBER 01-120, 20 FEET SOUTH OF A 32-INCH
 BW0020'PECAN TREE, 18 FEET WEST OF A 32-INCH PECAN TREE IN A FENCE LINE, 1
 BW0020'FOOT NORTH OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 BW0020'25 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A
 BW0020'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 116 FEET AND
 BW0020'IS ENCASED IN A 5-INCH CAST IRON PIPE THAT PROJECTS 5 INCHES.
 BW0020
 BW0020                          STATION RECOVERY (1976)
 BW0020
 BW0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0020'8.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 BW0020'HIGHWAY 418 AT TORRAS, 0.1 MILES NORTHEAST OF THE JUNCTION OF A DRIVE
 BW0020'LEADING TO A HOUSE, AT THE CENTER OF A TRIANGLE FORMED BY 3 PECAN
 BW0020'TREES, 141 FT. NORTHWEST OF THE CENTER LINE OF A CATTLE GUARD AND THE
 BW0020'HIGHWAY, 110 FT. SOUTHWEST OF THE SOUTH CORNER OF A HOUSE, 30 FT.
 BW0020'SOUTHWEST OF POWER LINE POLE 01-20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1361 ***********************************************************************
 CP1361  DESIGNATION -  Z 254
 CP1361  PID         -  CP1361
 CP1361  STATE/COUNTY-  LA/MADISON
 CP1361  USGS QUAD   -  TALLULAH (1994)
 CP1361
 CP1361                         *CURRENT SURVEY CONTROL
 CP1361  ___________________________________________________________________
 CP1361* NAD 83(1986)-  32 25 03.     (N)    091 12 24.     (W)     SCALED    
 CP1361* NAVD 88     -        24.506  (meters)      80.40   (feet)  ADJUSTED  
 CP1361  ___________________________________________________________________
 CP1361  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP1361  DYNAMIC HT  -          24.478 (meters)      80.31  (feet)  COMP
 CP1361  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CP1361
 CP1361  VERT ORDER  -  FIRST     CLASS I
 CP1361
 CP1361.The horizontal coordinates were scaled from a topographic map and have
 CP1361.an estimated accuracy of +/- 6 seconds.
 CP1361
 CP1361.The orthometric height was determined by differential leveling
 CP1361.and adjusted by the National Geodetic Survey in May 1997..
 CP1361
 CP1361.The geoid height was determined by GEOID03.
 CP1361
 CP1361.The dynamic height is computed by dividing the NAVD 88
 CP1361.geopotential number by the normal gravity value computed on the
 CP1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1361.degrees latitude (g = 980.6199 gals.).
 CP1361
 CP1361.The modeled gravity was interpolated from observed gravity values.
 CP1361
 CP1361;                    North         East    Units  Estimated Accuracy
 CP1361;SPC LA N     -   213,330.    1,121,650.      MT  (+/- 180 meters Scaled)
 CP1361
 CP1361                          SUPERSEDED SURVEY CONTROL
 CP1361
 CP1361  NAVD 88 (06/15/91)   24.499  (m)           80.38   (f) UNKNOWN     1 1
 CP1361  NGVD 29 (06/11/92)   24.505  (m)           80.40   (f) ADJUSTED    1 1
 CP1361
 CP1361.Superseded values are not recommended for survey control.
 CP1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1361.See file dsdata.txt to determine how the superseded data were derived.
 CP1361
 CP1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR686881(NAD 83)
 CP1361_MARKER: DB = BENCH MARK DISK
 CP1361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP1361_STAMPING: Z 254 1968
 CP1361_MARK LOGO: CGS   
 CP1361_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1361+STABILITY: SURFACE MOTION
 CP1361
 CP1361  HISTORY     - Date     Condition        Report By
 CP1361  HISTORY     - 1968     MONUMENTED       CGS
 CP1361  HISTORY     - 1982     GOOD             LADTD
 CP1361  HISTORY     - 19870115 GOOD             LADTD
 CP1361
 CP1361                          STATION DESCRIPTION
 CP1361
 CP1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP1361'1.3 MI W FROM TALLULAH.
 CP1361'1.3 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT TALLULAH,
 CP1361'IN SECTION 35, T 17 N, R 12 E, 15 1/2 FEET SOUTH OF THE CENTER LINE OF
 CP1361'THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE BASE FOR THE SOUTH
 CP1361'CONCRETE GUARD RAIL ON A CONCRETE HIGHWAY BRIDGE OVER CANAL BAYOU AND
 CP1361'DIRECTLY ABOVE THE SOUTH END OF THE WEST CONCRETE ABUTMENT FOR THE
 CP1361'BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CP1361
 CP1361                          STATION RECOVERY (1982)
 CP1361
 CP1361'RECOVERY NOTE BY LA TRANSP AND DEV 1982
 CP1361'RECOVERED IN GOOD CONDITION.
 CP1361
 CP1361                          STATION RECOVERY (1987)
 CP1361
 CP1361'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (LGB)
 CP1361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0070 ***********************************************************************
 CQ0070  DESIGNATION -  Z 255
 CQ0070  PID         -  CQ0070
 CQ0070  STATE/COUNTY-  LA/OUACHITA
 CQ0070  USGS QUAD   -  CALHOUN (1994)
 CQ0070
 CQ0070                         *CURRENT SURVEY CONTROL
 CQ0070  ___________________________________________________________________
 CQ0070* NAD 83(1986)-  32 30 45.     (N)    092 21 33.     (W)     SCALED    
 CQ0070* NAVD 88     -        54.070  (meters)     177.39   (feet)  ADJUSTED  
 CQ0070  ___________________________________________________________________
 CQ0070  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CQ0070  DYNAMIC HT  -          54.009 (meters)     177.19  (feet)  COMP
 CQ0070  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 CQ0070
 CQ0070  VERT ORDER  -  FIRST     CLASS I
 CQ0070
 CQ0070.The horizontal coordinates were scaled from a topographic map and have
 CQ0070.an estimated accuracy of +/- 6 seconds.
 CQ0070
 CQ0070.The orthometric height was determined by differential leveling
 CQ0070.and adjusted by the National Geodetic Survey in June 1991..
 CQ0070
 CQ0070.The geoid height was determined by GEOID03.
 CQ0070
 CQ0070.The dynamic height is computed by dividing the NAVD 88
 CQ0070.geopotential number by the normal gravity value computed on the
 CQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0070.degrees latitude (g = 980.6199 gals.).
 CQ0070
 CQ0070.The modeled gravity was interpolated from observed gravity values.
 CQ0070
 CQ0070;                    North         East    Units  Estimated Accuracy
 CQ0070;SPC LA N     -   223,150.    1,013,230.      MT  (+/- 180 meters Scaled)
 CQ0070
 CQ0070                          SUPERSEDED SURVEY CONTROL
 CQ0070
 CQ0070  NGVD 29 (??/??/??)   54.126  (m)          177.58   (f) ADJUSTED    1 1
 CQ0070
 CQ0070.Superseded values are not recommended for survey control.
 CQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0070.See file dsdata.txt to determine how the superseded data were derived.
 CQ0070
 CQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR601974(NAD 83)
 CQ0070_MARKER: DB = BENCH MARK DISK
 CQ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0070_STAMPING: Z 255 1968
 CQ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0070+STABILITY: SURFACE MOTION
 CQ0070
 CQ0070  HISTORY     - Date     Condition        Report By
 CQ0070  HISTORY     - 1968     MONUMENTED       CGS
 CQ0070  HISTORY     - 1969     GOOD             CGS
 CQ0070  HISTORY     - 1987     GOOD             USPSQD
 CQ0070  HISTORY     - 20050407 GOOD             GEOCAC
 CQ0070
 CQ0070                          STATION DESCRIPTION
 CQ0070
 CQ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0070'IN CALHOUN.
 CQ0070'AT CALHOUN, IN SECTION 27, T 18N, R 1 E, AT THE POST OFFICE, 102 FEET
 CQ0070'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 34 FEET SOUTHWEST OF THE
 CQ0070'SOUTHWEST CORNER OF THE POST OFFICE, 6 FEET NORTH OF A CORNER FENCE
 CQ0070'POST, 1 1/2 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS
 CQ0070'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CQ0070'POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CQ0070
 CQ0070                          STATION RECOVERY (1987)
 CQ0070
 CQ0070'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 CQ0070'RECOVERED IN GOOD CONDITION.
 CQ0070
 CQ0070                          STATION RECOVERY (2005)
 CQ0070
 CQ0070'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0043 ***********************************************************************
 CQ0043  DESIGNATION -  Z 256
 CQ0043  PID         -  CQ0043
 CQ0043  STATE/COUNTY-  LA/OUACHITA
 CQ0043  USGS QUAD   -  WEST MONROE NORTH (1994)
 CQ0043
 CQ0043                         *CURRENT SURVEY CONTROL
 CQ0043  ___________________________________________________________________
 CQ0043* NAD 83(1986)-  32 30 25.     (N)    092 08 57.     (W)     SCALED    
 CQ0043* NAVD 88     -        20.603  (meters)      67.59   (feet)  ADJUSTED  
 CQ0043  ___________________________________________________________________
 CQ0043  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ0043  DYNAMIC HT  -          20.580 (meters)      67.52  (feet)  COMP
 CQ0043  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CQ0043
 CQ0043  VERT ORDER  -  FIRST     CLASS I
 CQ0043
 CQ0043.The horizontal coordinates were scaled from a topographic map and have
 CQ0043.an estimated accuracy of +/- 6 seconds.
 CQ0043
 CQ0043.The orthometric height was determined by differential leveling
 CQ0043.and adjusted by the National Geodetic Survey in June 1991..
 CQ0043
 CQ0043.The geoid height was determined by GEOID03.
 CQ0043
 CQ0043.The dynamic height is computed by dividing the NAVD 88
 CQ0043.geopotential number by the normal gravity value computed on the
 CQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0043.degrees latitude (g = 980.6199 gals.).
 CQ0043
 CQ0043.The modeled gravity was interpolated from observed gravity values.
 CQ0043
 CQ0043;                    North         East    Units  Estimated Accuracy
 CQ0043;SPC LA N     -   222,580.    1,032,970.      MT  (+/- 180 meters Scaled)
 CQ0043
 CQ0043                          SUPERSEDED SURVEY CONTROL
 CQ0043
 CQ0043  NGVD 29 (??/??/??)   20.651  (m)           67.75   (f) ADJUSTED    1 1
 CQ0043
 CQ0043.Superseded values are not recommended for survey control.
 CQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0043.See file dsdata.txt to determine how the superseded data were derived.
 CQ0043
 CQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR799969(NAD 83)
 CQ0043_MARKER: DB = BENCH MARK DISK
 CQ0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CQ0043_SP_SET: FOUNDATION
 CQ0043_STAMPING: Z 256 1968
 CQ0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0043+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 CQ0043
 CQ0043  HISTORY     - Date     Condition        Report By
 CQ0043  HISTORY     - 1968     MONUMENTED       CGS
 CQ0043  HISTORY     - 1969     GOOD             CGS
 CQ0043  HISTORY     - 20030301 GOOD             USPSQD
 CQ0043
 CQ0043                          STATION DESCRIPTION
 CQ0043
 CQ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0043'4.1 MI W FROM MONROE.
 CQ0043'ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ0043'STATION AT MONROE, THENCE 0.4 MILE NORTHWEST ALONG WALNUT STREET,
 CQ0043'THENCE 2.05 MILES NORTHWEST ALONG U.S. HIGHWAY 80, THENCE 0.6 MILE
 CQ0043'SOUTHEAST ALONG STATE HIGHWAY 183 WHICH IS NORTH 7TH STREET, THENCE
 CQ0043'0.4 MILE SOUTHWEST ALONG PARKWOOD DRIVE, 0.05 MILE SOUTHEAST OF THE
 CQ0043'DRIVE, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE FOUNDATION
 CQ0043'FOR THE KUZN RADIO AND TELEVISION TOWER WHICH IS 647 FEET HIGH, 33
 CQ0043'FEET EAST OF THE SOUTH CORNER OF THE BUILDING WHICH IS LOCATED AT THE
 CQ0043'TOWER, 20 FEET SOUTHEAST OF THE SOUTHEAST FACE TO THE BUILDING, AND
 CQ0043'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CQ0043
 CQ0043                          STATION RECOVERY (2003)
 CQ0043
 CQ0043'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRR)
 CQ0043'STATION IS NOW KMCT TELEVISION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1243 ***********************************************************************
 CQ1243  DESIGNATION -  Z 257
 CQ1243  PID         -  CQ1243
 CQ1243  STATE/COUNTY-  LA/WEBSTER
 CQ1243  USGS QUAD   -  DOYLINE (1981)
 CQ1243
 CQ1243                         *CURRENT SURVEY CONTROL
 CQ1243  ___________________________________________________________________
 CQ1243* NAD 83(1986)-  32 32 13.     (N)    093 24 19.     (W)     SCALED    
 CQ1243* NAVD 88     -        68.341  (meters)     224.22   (feet)  ADJUSTED  
 CQ1243  ___________________________________________________________________
 CQ1243  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CQ1243  DYNAMIC HT  -          68.265 (meters)     223.97  (feet)  COMP
 CQ1243  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 CQ1243
 CQ1243  VERT ORDER  -  FIRST     CLASS I
 CQ1243
 CQ1243.The horizontal coordinates were scaled from a topographic map and have
 CQ1243.an estimated accuracy of +/- 6 seconds.
 CQ1243
 CQ1243.The orthometric height was determined by differential leveling
 CQ1243.and adjusted by the National Geodetic Survey in June 1991..
 CQ1243
 CQ1243.The geoid height was determined by GEOID03.
 CQ1243
 CQ1243.The dynamic height is computed by dividing the NAVD 88
 CQ1243.geopotential number by the normal gravity value computed on the
 CQ1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1243.degrees latitude (g = 980.6199 gals.).
 CQ1243
 CQ1243.The modeled gravity was interpolated from observed gravity values.
 CQ1243
 CQ1243;                    North         East    Units  Estimated Accuracy
 CQ1243;SPC LA N     -   226,210.      914,960.      MT  (+/- 180 meters Scaled)
 CQ1243
 CQ1243                          SUPERSEDED SURVEY CONTROL
 CQ1243
 CQ1243  NGVD 29 (??/??/??)   68.418  (m)          224.47   (f) ADJUSTED    1 1
 CQ1243
 CQ1243.Superseded values are not recommended for survey control.
 CQ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1243.See file dsdata.txt to determine how the superseded data were derived.
 CQ1243
 CQ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS619000(NAD 83)
 CQ1243_MARKER: DB = BENCH MARK DISK
 CQ1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1243_STAMPING: Z 257 1969
 CQ1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1243+STABILITY: SURFACE MOTION
 CQ1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1243+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 CQ1243
 CQ1243  HISTORY     - Date     Condition        Report By
 CQ1243  HISTORY     - 1969     MONUMENTED       CGS
 CQ1243  HISTORY     - 20000205 GOOD             USPSQD
 CQ1243  HISTORY     - 20021107 GOOD             USPSQD
 CQ1243
 CQ1243                          STATION DESCRIPTION
 CQ1243
 CQ1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1243'IN DOYLINE.
 CQ1243'AT DOYLINE, 0.15 MILE EAST OF THE ILLINOIS CENTRAL RAILROAD STATION,
 CQ1243'IN SECTION 21, T 18 N, R 10 W, AT THE NORTHWEST CORNER OF THE HIGH
 CQ1243'SCHOOL YARD, 12 RAILS WEST OF MILEPOST 148, 293 FEET NORTH OF THE
 CQ1243'NORTHWEST CORNER OF THE HIGH SCHOOL AUDITORIUM, 92 FEET SOUTH OF THE
 CQ1243'SOUTH RAIL OF THE MAIN TRACK, 36 FEET SOUTH OF THE CENTER LINE OF A
 CQ1243'GRAVELED ROAD, 19 FEET SOUTHWEST OF A 30-INCH OAK TREE, 6 FT EAST OF
 CQ1243'A 24-INCH OAK TREE, 1 1/2 FT EAST OF A FENCE, ABOUT 3 FEET BELOW THE
 CQ1243'LEVEL OF THE TRACK, ABOUT LEVEL WITH THE GRAVELED ROAD, AND SET IN
 CQ1243'THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF
 CQ1243'THE GROUND.
 CQ1243
 CQ1243                          STATION RECOVERY (2000)
 CQ1243
 CQ1243'RECOVERY NOTE BY US POWER SQUADRON 2000
 CQ1243'RECOVERED IN GOOD CONDITION.
 CQ1243
 CQ1243                          STATION RECOVERY (2002)
 CQ1243
 CQ1243'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 CQ1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1297 ***********************************************************************
 CQ1297  DESIGNATION -  Z 258
 CQ1297  PID         -  CQ1297
 CQ1297  STATE/COUNTY-  LA/BIENVILLE
 CQ1297  USGS QUAD   -  GIBSLAND (1986)
 CQ1297
 CQ1297                         *CURRENT SURVEY CONTROL
 CQ1297  ___________________________________________________________________
 CQ1297* NAD 83(1986)-  32 32 51.     (N)    093 00 09.     (W)     SCALED    
 CQ1297* NAVD 88     -        88.347  (meters)     289.85   (feet)  ADJUSTED  
 CQ1297  ___________________________________________________________________
 CQ1297  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ1297  DYNAMIC HT  -          88.248 (meters)     289.53  (feet)  COMP
 CQ1297  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 CQ1297
 CQ1297  VERT ORDER  -  FIRST     CLASS I
 CQ1297
 CQ1297.The horizontal coordinates were scaled from a topographic map and have
 CQ1297.an estimated accuracy of +/- 6 seconds.
 CQ1297
 CQ1297.The orthometric height was determined by differential leveling
 CQ1297.and adjusted by the National Geodetic Survey in June 1991..
 CQ1297
 CQ1297.The geoid height was determined by GEOID03.
 CQ1297
 CQ1297.The dynamic height is computed by dividing the NAVD 88
 CQ1297.geopotential number by the normal gravity value computed on the
 CQ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1297.degrees latitude (g = 980.6199 gals.).
 CQ1297
 CQ1297.The modeled gravity was interpolated from observed gravity values.
 CQ1297
 CQ1297;                    North         East    Units  Estimated Accuracy
 CQ1297;SPC LA N     -   227,130.      952,800.      MT  (+/- 180 meters Scaled)
 CQ1297
 CQ1297                          SUPERSEDED SURVEY CONTROL
 CQ1297
 CQ1297  NGVD 29 (??/??/??)   88.422  (m)          290.10   (f) ADJUSTED    1 1
 CQ1297
 CQ1297.Superseded values are not recommended for survey control.
 CQ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1297.See file dsdata.txt to determine how the superseded data were derived.
 CQ1297
 CQ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS997011(NAD 83)
 CQ1297_MARKER: DB = BENCH MARK DISK
 CQ1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1297_STAMPING: Z 258 1969
 CQ1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1297+STABILITY: SURFACE MOTION
 CQ1297
 CQ1297  HISTORY     - Date     Condition        Report By
 CQ1297  HISTORY     - 1969     MONUMENTED       CGS
 CQ1297
 CQ1297                          STATION DESCRIPTION
 CQ1297
 CQ1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1297'3.05 MI E FROM GIBSLAND.
 CQ1297'ABOUT 0.8 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CQ1297'STATION AT GIBSLAND, THENCE 2.25 MILES EAST ALONG U.S. HWY 80, IN
 CQ1297'SECTION 17, T 18 N, R 6 W, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY,
 CQ1297'45 FEET SOUTH OF THE CENTER LINE OF THE HWY, 97 FEET SOUTHEAST AND
 CQ1297'ACROSS THE HWY FROM A POWER POLE, 7 1/2 FEET WEST OF THE EAST END
 CQ1297'OF A STONE WALL, 7 1/2 FEET WEST OF AN 18-INCH OAK TREE, 1 1/2 FEET
 CQ1297'NORTH OF THE STONE WALL, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST,
 CQ1297'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CQ1297'WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1810 ***********************************************************************
 CQ1810  DESIGNATION -  Z 259 RESET
 CQ1810  PID         -  CQ1810
 CQ1810  STATE/COUNTY-  LA/CADDO
 CQ1810  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ1810
 CQ1810                         *CURRENT SURVEY CONTROL
 CQ1810  ___________________________________________________________________
 CQ1810* NAD 83(1986)-  32 23 01.     (N)    093 40 03.     (W)     SCALED    
 CQ1810* NAVD 88     -        49.132  (meters)     161.19   (feet)  ADJUSTED  
 CQ1810  ___________________________________________________________________
 CQ1810  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CQ1810  DYNAMIC HT  -          49.076 (meters)     161.01  (feet)  COMP
 CQ1810  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CQ1810
 CQ1810  VERT ORDER  -  FIRST     CLASS I
 CQ1810
 CQ1810.The horizontal coordinates were scaled from a topographic map and have
 CQ1810.an estimated accuracy of +/- 6 seconds.
 CQ1810
 CQ1810.The orthometric height was determined by differential leveling
 CQ1810.and adjusted by the National Geodetic Survey in February 1994..
 CQ1810
 CQ1810.The geoid height was determined by GEOID03.
 CQ1810
 CQ1810.The dynamic height is computed by dividing the NAVD 88
 CQ1810.geopotential number by the normal gravity value computed on the
 CQ1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1810.degrees latitude (g = 980.6199 gals.).
 CQ1810
 CQ1810.The modeled gravity was interpolated from observed gravity values.
 CQ1810
 CQ1810;                    North         East    Units  Estimated Accuracy
 CQ1810;SPC LA N     -   209,440.      890,150.      MT  (+/- 180 meters Scaled)
 CQ1810
 CQ1810                          SUPERSEDED SURVEY CONTROL
 CQ1810
 CQ1810  NAVD 88 (06/15/91)   49.135  (m)          161.20   (f) UNKNOWN     1 1
 CQ1810  NGVD 29 (??/??/??)   49.197  (m)          161.41   (f) ADJUSTED    1 1
 CQ1810
 CQ1810.Superseded values are not recommended for survey control.
 CQ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1810.See file dsdata.txt to determine how the superseded data were derived.
 CQ1810
 CQ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR372831(NAD 83)
 CQ1810_MARKER: DB = BENCH MARK DISK
 CQ1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1810_STAMPING: Z 259 RESET 1970
 CQ1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1810+STABILITY: SURFACE MOTION
 CQ1810
 CQ1810  HISTORY     - Date     Condition        Report By
 CQ1810  HISTORY     - 1970     MONUMENTED       NGS
 CQ1810  HISTORY     - 1977     GOOD             NGS
 CQ1810  HISTORY     - 1989     GOOD             USPSQD
 CQ1810  HISTORY     - 19991016 GOOD             USPSQD
 CQ1810
 CQ1810                          STATION DESCRIPTION
 CQ1810
 CQ1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CQ1810'6.0 MI SE FROM SHREVEPORT.
 CQ1810'ABOUT 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 1 (YOUREE DRIVE) FROM
 CQ1810'THE SOUTHFIELD STATION POST OFFICE AT SHREVEPORT, ABOUT 150 YARDS
 CQ1810'SOUTH OF A NATURAL GAS DEPOT, ABOUT 200 YARDS WEST OF THE LEVEE, 141
 CQ1810'FEET EAST OF THE SOUTHEAST LANE OF STATE HIGHWAY 1, AT ABOUT THE
 CQ1810'MIDDLE AND OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 5 FEET EAST OF A
 CQ1810'POWER POLE, 31.5 FEET NORTH OF A 15-INCH PECAN TREE, AND 1 FOOT NORTH
 CQ1810'OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK SET IN THE TOP OF A
 CQ1810'12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.  SECTION 3, T 16N, R
 CQ1810'13W.
 CQ1810
 CQ1810                          STATION RECOVERY (1977)
 CQ1810
 CQ1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1810'RECOVERED IN GOOD CONDITION.
 CQ1810
 CQ1810                          STATION RECOVERY (1989)
 CQ1810
 CQ1810'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ1810'RECOVERED IN GOOD CONDITION.
 CQ1810
 CQ1810                          STATION RECOVERY (1999)
 CQ1810
 CQ1810'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1471 ***********************************************************************
 CQ1471  DESIGNATION -  Z 260
 CQ1471  PID         -  CQ1471
 CQ1471  STATE/COUNTY-  LA/RED RIVER
 CQ1471  USGS QUAD   -  EAST POINT (1979)
 CQ1471
 CQ1471                         *CURRENT SURVEY CONTROL
 CQ1471  ___________________________________________________________________
 CQ1471* NAD 83(1986)-  32 10 53.     (N)    093 28 51.     (W)     SCALED    
 CQ1471* NAVD 88     -        43.198  (meters)     141.73   (feet)  ADJUSTED  
 CQ1471  ___________________________________________________________________
 CQ1471  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CQ1471  DYNAMIC HT  -          43.149 (meters)     141.56  (feet)  COMP
 CQ1471  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CQ1471
 CQ1471  VERT ORDER  -  FIRST     CLASS I
 CQ1471
 CQ1471.The horizontal coordinates were scaled from a topographic map and have
 CQ1471.an estimated accuracy of +/- 6 seconds.
 CQ1471
 CQ1471.The orthometric height was determined by differential leveling
 CQ1471.and adjusted by the National Geodetic Survey in February 1994..
 CQ1471
 CQ1471.The geoid height was determined by GEOID03.
 CQ1471
 CQ1471.The dynamic height is computed by dividing the NAVD 88
 CQ1471.geopotential number by the normal gravity value computed on the
 CQ1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1471.degrees latitude (g = 980.6199 gals.).
 CQ1471
 CQ1471.The modeled gravity was interpolated from observed gravity values.
 CQ1471
 CQ1471;                    North         East    Units  Estimated Accuracy
 CQ1471;SPC LA N     -   186,840.      907,510.      MT  (+/- 180 meters Scaled)
 CQ1471
 CQ1471                          SUPERSEDED SURVEY CONTROL
 CQ1471
 CQ1471  NAVD 88 (06/15/91)   43.198  (m)          141.73   (f) UNKNOWN     1 1
 CQ1471  NGVD 29 (??/??/??)   43.251  (m)          141.90   (f) ADJUSTED    1 1
 CQ1471
 CQ1471.Superseded values are not recommended for survey control.
 CQ1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1471.See file dsdata.txt to determine how the superseded data were derived.
 CQ1471
 CQ1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR546606(NAD 83)
 CQ1471_MARKER: DB = BENCH MARK DISK
 CQ1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1471_STAMPING: Z 260 1969
 CQ1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1471+STABILITY: SURFACE MOTION
 CQ1471
 CQ1471  HISTORY     - Date     Condition        Report By
 CQ1471  HISTORY     - 1969     MONUMENTED       CGS
 CQ1471  HISTORY     - 1977     GOOD             NGS
 CQ1471
 CQ1471                          STATION DESCRIPTION
 CQ1471
 CQ1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1471'17.1 MI NW FROM COUSHATTA.
 CQ1471'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE KANSAS CITY
 CQ1471'SOUTHERN RAILWAY STATION AT COUSHATTA, THENCE 8.05 MILES NORTHWEST
 CQ1471'ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 1, THENCE 6.55 MILES NORTH
 CQ1471'ALONG STATE HIGHWAY 1, IN SECTION 22, T 14 N, R 11 W, 105 FEET WEST
 CQ1471'AND ACROSS THE TEXAS AND PACIFIC RAILROAD FROM THE CENTER LINE OF THE
 CQ1471'HIGHWAY, 58 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE
 CQ1471'RAILROAD AND A PRIVATE ROAD, 29 FEET WEST OF THE WEST RAIL, 60 FEET
 CQ1471'EAST OF THE NORTHEAST CORNER OF A BRICK PILLAR FOR A CARPORT ON A
 CQ1471'BRICK HOUSE, 55 1/2 FEET NORTHEAST OF A 35-INCH PECAN TREE, 3 1/2 FEET
 CQ1471'EAST OF TELEPHONE POLE NUMBER 10256, 1.5 FEET WEST OF A METAL WITNESS
 CQ1471'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 CQ1471'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CQ1471'GROUND.
 CQ1471
 CQ1471                          STATION RECOVERY (1977)
 CQ1471
 CQ1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CQ1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1549 ***********************************************************************
 CQ1549  DESIGNATION -  Z 261
 CQ1549  PID         -  CQ1549
 CQ1549  STATE/COUNTY-  LA/RED RIVER
 CQ1549  USGS QUAD   -  COUSHATTA (1979)
 CQ1549
 CQ1549                         *CURRENT SURVEY CONTROL
 CQ1549  ___________________________________________________________________
 CQ1549* NAD 83(1986)-  32 00 58.     (N)    093 19 53.     (W)     SCALED    
 CQ1549* NAVD 88     -        43.36   (+/-2cm)     142.3    (feet)  VERTCON   
 CQ1549  ___________________________________________________________________
 CQ1549  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1549
 CQ1549  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ1549
 CQ1549.The horizontal coordinates were scaled from a topographic map and have
 CQ1549.an estimated accuracy of +/- 6 seconds.
 CQ1549
 CQ1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1549.The vertical order pertains to the NGVD 29 superseded value.
 CQ1549
 CQ1549.The geoid height was determined by GEOID03.
 CQ1549
 CQ1549;                    North         East    Units  Estimated Accuracy
 CQ1549;SPC LA N     -   168,400.      921,460.      MT  (+/- 180 meters Scaled)
 CQ1549
 CQ1549                          SUPERSEDED SURVEY CONTROL
 CQ1549
 CQ1549  NGVD 29 (??/??/??)   43.414  (m)          142.43   (f) ADJUSTED    1 1
 CQ1549
 CQ1549.Superseded values are not recommended for survey control.
 CQ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1549.See file dsdata.txt to determine how the superseded data were derived.
 CQ1549
 CQ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR687422(NAD 83)
 CQ1549_MARKER: DB = BENCH MARK DISK
 CQ1549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1549_SP_SET: CULVERT
 CQ1549_STAMPING: Z 261 1969
 CQ1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1549
 CQ1549  HISTORY     - Date     Condition        Report By
 CQ1549  HISTORY     - 1969     MONUMENTED       CGS
 CQ1549
 CQ1549                          STATION DESCRIPTION
 CQ1549
 CQ1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ1549'0.85 MI E FROM COUSHATTA.
 CQ1549'ABOUT 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 CQ1549'THE STATION AT COUSHATTA, THENCE 0.65 MILE EAST ALONG U.S. HIGHWAY 84,
 CQ1549'0.2 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND U.S. HIGHWAY 71, 25
 CQ1549'1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF
 CQ1549'THE TOP OF THE NORTH CONCRETE HEADWALL OF A FIVE-CHANNEL CONCRETE
 CQ1549'CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 CQ1549'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1550 ***********************************************************************
 CQ1550  DESIGNATION -  Z 261 RESET
 CQ1550  PID         -  CQ1550
 CQ1550  STATE/COUNTY-  LA/RED RIVER
 CQ1550  USGS QUAD   -  COUSHATTA (1979)
 CQ1550
 CQ1550                         *CURRENT SURVEY CONTROL
 CQ1550  ___________________________________________________________________
 CQ1550* NAD 83(1986)-  32 00 59.     (N)    093 19 53.     (W)     SCALED    
 CQ1550* NAVD 88     -        42.73   (+/-2cm)     140.2    (feet)  VERTCON   
 CQ1550  ___________________________________________________________________
 CQ1550  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CQ1550
 CQ1550  VERT ORDER  -  THIRD (See Below)
 CQ1550
 CQ1550.The horizontal coordinates were scaled from a topographic map and have
 CQ1550.an estimated accuracy of +/- 6 seconds.
 CQ1550
 CQ1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1550.The vertical order pertains to the NGVD 29 superseded value.
 CQ1550
 CQ1550.The geoid height was determined by GEOID03.
 CQ1550
 CQ1550;                    North         East    Units  Estimated Accuracy
 CQ1550;SPC LA N     -   168,430.      921,460.      MT  (+/- 180 meters Scaled)
 CQ1550
 CQ1550                          SUPERSEDED SURVEY CONTROL
 CQ1550
 CQ1550  NGVD 29 (??/??/??)   42.79   (m)          140.4    (f) RESET       3  
 CQ1550
 CQ1550.Superseded values are not recommended for survey control.
 CQ1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1550.See file dsdata.txt to determine how the superseded data were derived.
 CQ1550
 CQ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR687423(NAD 83)
 CQ1550_MARKER: DB = BENCH MARK DISK
 CQ1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ1550_SP_SET: CULVERT
 CQ1550_STAMPING: Z 261 RESET 1974
 CQ1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ1550
 CQ1550  HISTORY     - Date     Condition        Report By
 CQ1550  HISTORY     - 1974     MONUMENTED       NGS
 CQ1550
 CQ1550                          STATION DESCRIPTION
 CQ1550
 CQ1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CQ1550'0.85 MI E FROM COUSHATTA.
 CQ1550'LOCATED 0.2 MILE SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD
 CQ1550'FROM THE RAILROAD STATION IN COUSHATTA, THENCE 0.65 MILE EAST ALONG
 CQ1550'U.S. HIGHWAY 84 ABOUT 0.2 MILE WEST OF THE INTERSECTION OF U.S.
 CQ1550'HIGHWAY 84 AND 71.  IT IS ON THE PROPERTY OWNED BY MR. HUCABY, 149
 CQ1550'FEET NORTH OF THE CENTER OF THE HIGHWAY NEAR THE SOUTHWEST CORNER OF
 CQ1550'THE SOUTH WING ON MR. HUCKBAY HOUSE, 1 FOOT SOUTH OF THE SOUTHWEST
 CQ1550'CORNER OF THE HOUSE, 42 FEET NORTH OF A 2-FOOT OAK TREE, 55 FEET EAST
 CQ1550'OF A DITCH, 26 FEET WEST OF THE SOUTHWEST CORNER OF THE BRICK PILLAR
 CQ1550'AT THE SOUTHEAST CORNER OF THE HOUSE.  IT IS A SHORT ROD TYPE MARK,
 CQ1550'STAMPED Z 261 RESET 1974, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1136 ***********************************************************************
 BX1136  DESIGNATION -  Z 262
 BX1136  PID         -  BX1136
 BX1136  STATE/COUNTY-  LA/RAPIDES
 BX1136  USGS QUAD   -  FOREST HILL (1993)
 BX1136
 BX1136                         *CURRENT SURVEY CONTROL
 BX1136  ___________________________________________________________________
 BX1136* NAD 83(1986)-  31 00 19.     (N)    092 33 39.     (W)     SCALED    
 BX1136* NAVD 88     -        28.166  (meters)      92.41   (feet)  ADJUSTED  
 BX1136  ___________________________________________________________________
 BX1136  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BX1136  DYNAMIC HT  -          28.131 (meters)      92.29  (feet)  COMP
 BX1136  MODELED GRAV-     979,377.6   (mgal)                       NAVD 88
 BX1136
 BX1136  VERT ORDER  -  FIRST     CLASS I
 BX1136
 BX1136.The horizontal coordinates were scaled from a topographic map and have
 BX1136.an estimated accuracy of +/- 6 seconds.
 BX1136
 BX1136.The orthometric height was determined by differential leveling
 BX1136.and adjusted by the National Geodetic Survey in February 1994..
 BX1136
 BX1136.The geoid height was determined by GEOID03.
 BX1136
 BX1136.The dynamic height is computed by dividing the NAVD 88
 BX1136.geopotential number by the normal gravity value computed on the
 BX1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX1136.degrees latitude (g = 980.6199 gals.).
 BX1136
 BX1136.The modeled gravity was interpolated from observed gravity values.
 BX1136
 BX1136;                    North         East    Units  Estimated Accuracy
 BX1136;SPC LA N     -    56,030.      994,190.      MT  (+/- 180 meters Scaled)
 BX1136
 BX1136                          SUPERSEDED SURVEY CONTROL
 BX1136
 BX1136  NAVD 88 (06/15/91)   28.161  (m)           92.39   (f) UNKNOWN     1 1
 BX1136  NGVD 29 (??/??/??)   28.146  (m)           92.34   (f) ADJUSTED    1 1
 BX1136
 BX1136.Superseded values are not recommended for survey control.
 BX1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1136.See file dsdata.txt to determine how the superseded data were derived.
 BX1136
 BX1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ419302(NAD 83)
 BX1136_MARKER: DB = BENCH MARK DISK
 BX1136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BX1136_SP_SET: 61 FT
 BX1136_STAMPING: Z 262 1969
 BX1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1136
 BX1136  HISTORY     - Date     Condition        Report By
 BX1136  HISTORY     - 1969     MONUMENTED       CGS
 BX1136  HISTORY     - 1970     GOOD             NGS
 BX1136  HISTORY     - 1981     GOOD             LADTD
 BX1136  HISTORY     - 19990424 GOOD             USPSQD
 BX1136
 BX1136                          STATION DESCRIPTION
 BX1136
 BX1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BX1136'2.5 MI NE FROM GLENMORA.
 BX1136'ABOUT 2.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BX1136'TOWN HALL AT GLENMORA, OR ABOUT 2.95 MILES SOUTHWEST ALONG THE
 BX1136'MISSOURI PACIFIC RAILROAD FROM THE POST OFFICE AT FOREST HILL, IN
 BX1136'SECTION 3, T 1 S, R 2 W, 10 POLES SOUTHWEST OF MILEPOST 621-10, AT THE
 BX1136'SMALL COMMUNITY OF LONG LEAF, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 BX1136'127 FEET NORTHEAST OF THE LONG LEAF STATION SIGN, 3 1/2 FEET SOUTHWEST
 BX1136'OF A TELEPHONE POLE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 BX1136'1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 BX1136'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 61 FEET AND IS ENCASED
 BX1136'IN A 6-INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BX1136'GROUND.
 BX1136
 BX1136                          STATION RECOVERY (1981)
 BX1136
 BX1136'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BX1136'TO REACH THE MONUMENT FROM THE TOWN HALL AT GLENMORA GO 2.5 MILES NE
 BX1136'ALONG THE MISSOURI PACIFIC RAILROAD, OR ABOUT 2.95 MILES SW ALONG THE
 BX1136'MISSOURI PACIFIC RAILROAD FROM THE POST OFFICE AT FOREST HILL, IN SEC
 BX1136'3, T 1 S, R 2 W, 10 POLES SW AT MILEPOST 621-10, AT THE SMALL
 BX1136'COMMUNITY OF LONGLEAF, 23 FT. SE OF THE SE RAIL, 3 1/2 FT. SW OF A
 BX1136'TELEPHONE POLE, 1.1 FT. NE OF A METAL WITNESS POST, ABOUT 1 FT. BELOW
 BX1136'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8 INCH COPPER COATED
 BX1136'ROD THAT IS DRIVEN TO A DEPTH OF 61 FT. AND IS ENCASED IN A 6 INCH
 BX1136'IRON PIPE WHICH PROJECTS 2 INCHES ABOVE SURFACE OF GROUND. MONUMENT
 BX1136'IS ALSO 40 NE OF A LONGLEAF STATION SIGN.
 BX1136
 BX1136                          STATION RECOVERY (1999)
 BX1136
 BX1136'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1330 ***********************************************************************
 BX1330  DESIGNATION -  Z 263
 BX1330  PID         -  BX1330
 BX1330  STATE/COUNTY-  LA/NATCHITOCHES
 BX1330  USGS QUAD   -  ST MAURICE (1993)
 BX1330
 BX1330                         *CURRENT SURVEY CONTROL
 BX1330  ___________________________________________________________________
 BX1330* NAD 83(1986)-  31 45 34.     (N)    092 57 34.     (W)     SCALED    
 BX1330* NAVD 88     -        49.89   (+/-2cm)     163.7    (feet)  VERTCON   
 BX1330  ___________________________________________________________________
 BX1330  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1330
 BX1330  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1330
 BX1330.The horizontal coordinates were scaled from a topographic map and have
 BX1330.an estimated accuracy of +/- 6 seconds.
 BX1330
 BX1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1330.The vertical order pertains to the NGVD 29 superseded value.
 BX1330
 BX1330.The geoid height was determined by GEOID03.
 BX1330
 BX1330;                    North         East    Units  Estimated Accuracy
 BX1330;SPC LA N     -   139,730.      956,480.      MT  (+/- 180 meters Scaled)
 BX1330
 BX1330                          SUPERSEDED SURVEY CONTROL
 BX1330
 BX1330  NGVD 29 (??/??/??)   49.925  (m)          163.80   (f) ADJUSTED    1 1
 BX1330
 BX1330.Superseded values are not recommended for survey control.
 BX1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1330.See file dsdata.txt to determine how the superseded data were derived.
 BX1330
 BX1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR038137(NAD 83)
 BX1330_MARKER: DB = BENCH MARK DISK
 BX1330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX1330_SP_SET: CULVERT
 BX1330_STAMPING: Z 263 1969
 BX1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX1330
 BX1330  HISTORY     - Date     Condition        Report By
 BX1330  HISTORY     - 1969     MONUMENTED       CGS
 BX1330  HISTORY     - 1987     GOOD             USPSQD
 BX1330  HISTORY     - 20010922 GOOD             USPSQD
 BX1330  HISTORY     - 20060610 GOOD             USPSQD
 BX1330
 BX1330                          STATION DESCRIPTION
 BX1330
 BX1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1330'6.35 MI SE FROM CLARENCE.
 BX1330'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 BX1330'U.S. HIGHWAYS 71 AND 84 AT CLARENCE, IN SECTION 15, T 9 N, R 6 W, 66
 BX1330'FEET SOUTH OF THE CENTER OF THE INTERSECTION OF U. S. HIGHWAY 71 AND
 BX1330'STATE HIGHWAY 477, 38 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 BX1330'HIGHWAY 71, 106 FEET SOUTHEAST OF THE CENTER LINE OF THE STATE
 BX1330'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 BX1330'HEADWALL OF A CONCRETE CULVERT UNDER U. S. HIGHWAY 71, AND ABOUT 5
 BX1330'FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK IS ALSO 8.0
 BX1330'MILES NORTHWEST ALONG U. S. HIGHWAY 71 FROM THE INTERSECTION OF U. S.
 BX1330'HIGHWAY 71 AND STATE HIGHWAY 34 AT MONTGOMERY.
 BX1330
 BX1330                          STATION RECOVERY (1987)
 BX1330
 BX1330'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1330'RECOVERED IN GOOD CONDITION.
 BX1330
 BX1330                          STATION RECOVERY (2001)
 BX1330
 BX1330'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1330'RECOVERED IN GOOD CONDITION.
 BX1330
 BX1330                          STATION RECOVERY (2006)
 BX1330
 BX1330'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BX1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1329 ***********************************************************************
 BX1329  DESIGNATION -  Z 264
 BX1329  PID         -  BX1329
 BX1329  STATE/COUNTY-  LA/NATCHITOCHES
 BX1329  USGS QUAD   -  ST MAURICE (1993)
 BX1329
 BX1329                         *CURRENT SURVEY CONTROL
 BX1329  ___________________________________________________________________
 BX1329* NAD 83(1986)-  31 46 05.     (N)    092 58 10.     (W)     SCALED    
 BX1329* NAVD 88     -        34.21   (+/-2cm)     112.2    (feet)  VERTCON   
 BX1329  ___________________________________________________________________
 BX1329  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX1329
 BX1329  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1329
 BX1329.The horizontal coordinates were scaled from a topographic map and have
 BX1329.an estimated accuracy of +/- 6 seconds.
 BX1329
 BX1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1329.The vertical order pertains to the NGVD 29 superseded value.
 BX1329
 BX1329.The geoid height was determined by GEOID03.
 BX1329
 BX1329;                    North         East    Units  Estimated Accuracy
 BX1329;SPC LA N     -   140,690.      955,530.      MT  (+/- 180 meters Scaled)
 BX1329
 BX1329                          SUPERSEDED SURVEY CONTROL
 BX1329
 BX1329  NGVD 29 (??/??/??)   34.246  (m)          112.36   (f) ADJUSTED    1 1
 BX1329
 BX1329.Superseded values are not recommended for survey control.
 BX1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1329.See file dsdata.txt to determine how the superseded data were derived.
 BX1329
 BX1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR028147(NAD 83)
 BX1329_MARKER: DB = BENCH MARK DISK
 BX1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX1329_SP_SET: ABUTMENT
 BX1329_STAMPING: Z 264 1969
 BX1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX1329
 BX1329  HISTORY     - Date     Condition        Report By
 BX1329  HISTORY     - 1969     MONUMENTED       CGS
 BX1329  HISTORY     - 1987     GOOD             USPSQD
 BX1329  HISTORY     - 20010922 GOOD             USPSQD
 BX1329  HISTORY     - 20060610 GOOD             USPSQD
 BX1329
 BX1329                          STATION DESCRIPTION
 BX1329
 BX1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BX1329'5.45 MI SE FROM CLARENCE.
 BX1329'ABOUT 5.45 MILES SOUTHEAST ALONG U. S. HIGHWAY 71 FROM THE JUNCTION OF
 BX1329'U. S. HIGHWAYS 71 AND 84 AT CLARENCE, IN SECTION 10, T 9 N, R 6 W, 19
 BX1329'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BX1329'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE
 BX1329'OVER SALINE BAYOU, ABOUT LEVEL WITH THE HIGHWAY.
 BX1329
 BX1329                          STATION RECOVERY (1987)
 BX1329
 BX1329'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGC)
 BX1329'RECOVERED IN GOOD CONDITION.
 BX1329
 BX1329                          STATION RECOVERY (2001)
 BX1329
 BX1329'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRH)
 BX1329'RECOVERED IN GOOD CONDITION.
 BX1329
 BX1329                          STATION RECOVERY (2006)
 BX1329
 BX1329'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BX1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1105 ***********************************************************************
 BK1105  DESIGNATION -  Z 265
 BK1105  PID         -  BK1105
 BK1105  STATE/COUNTY-  LA/ALLEN
 BK1105  USGS QUAD   -  OBERLIN (1994)
 BK1105
 BK1105                         *CURRENT SURVEY CONTROL
 BK1105  ___________________________________________________________________
 BK1105* NAD 83(1986)-  30 34 42.     (N)    092 47 21.     (W)     SCALED    
 BK1105* NAVD 88     -        19.439  (meters)      63.78   (feet)  ADJUSTED  
 BK1105  ___________________________________________________________________
 BK1105  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1105  DYNAMIC HT  -          19.414 (meters)      63.69  (feet)  COMP
 BK1105  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BK1105
 BK1105  VERT ORDER  -  FIRST     CLASS I
 BK1105
 BK1105.The horizontal coordinates were scaled from a topographic map and have
 BK1105.an estimated accuracy of +/- 6 seconds.
 BK1105
 BK1105.The orthometric height was determined by differential leveling
 BK1105.and adjusted by the National Geodetic Survey in February 1994..
 BK1105
 BK1105.The geoid height was determined by GEOID03.
 BK1105
 BK1105.The dynamic height is computed by dividing the NAVD 88
 BK1105.geopotential number by the normal gravity value computed on the
 BK1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1105.degrees latitude (g = 980.6199 gals.).
 BK1105
 BK1105.The modeled gravity was interpolated from observed gravity values.
 BK1105
 BK1105;                    North         East    Units  Estimated Accuracy
 BK1105;SPC LA S     -   231,260.      860,360.      MT  (+/- 180 meters Scaled)
 BK1105
 BK1105                          SUPERSEDED SURVEY CONTROL
 BK1105
 BK1105  NAVD 88 (06/15/91)   19.426  (m)           63.73   (f) UNKNOWN     1 1
 BK1105  NGVD 29 (??/??/??)   19.409  (m)           63.68   (f) ADJUSTED    1 1
 BK1105
 BK1105.Superseded values are not recommended for survey control.
 BK1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1105.See file dsdata.txt to determine how the superseded data were derived.
 BK1105
 BK1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP202828(NAD 83)
 BK1105_MARKER: DB = BENCH MARK DISK
 BK1105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1105_SP_SET: 32 FEET
 BK1105_STAMPING: Z 265 1969
 BK1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1105
 BK1105  HISTORY     - Date     Condition        Report By
 BK1105  HISTORY     - 1969     MONUMENTED       CGS
 BK1105  HISTORY     - 1970     GOOD             NGS
 BK1105  HISTORY     - 20041203 GOOD             USPSQD
 BK1105
 BK1105                          STATION DESCRIPTION
 BK1105
 BK1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1105'3.3 MI SW FROM OBERLIN.
 BK1105'ABOUT 3.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BK1105'STATION AT OBERLIN, 28 FEET NORTHWEST OF THE NORTHWEST RAIL, 56 FEET
 BK1105'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 165, 23 FEET WEST OF
 BK1105'SEMAPHORE SIGNAL NUMBER 653.7, 7 FEET SOUTHEAST OF A TELEPHONE POLE,
 BK1105'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 BK1105'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BK1105'THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 4-INCH IRON
 BK1105'PIPE WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BK1105
 BK1105                          STATION RECOVERY (2004)
 BK1105
 BK1105'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2201 ***********************************************************************
 CQ2201  DESIGNATION -  Z 270
 CQ2201  PID         -  CQ2201
 CQ2201  STATE/COUNTY-  LA/CADDO
 CQ2201  USGS QUAD   -  STONEWALL (1992)
 CQ2201
 CQ2201                         *CURRENT SURVEY CONTROL
 CQ2201  ___________________________________________________________________
 CQ2201* NAD 83(1986)-  32 21 05.     (N)    093 49 43.     (W)     SCALED    
 CQ2201* NAVD 88     -        54.361  (meters)     178.35   (feet)  ADJUSTED  
 CQ2201  ___________________________________________________________________
 CQ2201  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CQ2201  DYNAMIC HT  -          54.300 (meters)     178.15  (feet)  COMP
 CQ2201  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 CQ2201
 CQ2201  VERT ORDER  -  FIRST     CLASS II
 CQ2201
 CQ2201.The horizontal coordinates were scaled from a topographic map and have
 CQ2201.an estimated accuracy of +/- 6 seconds.
 CQ2201
 CQ2201.The orthometric height was determined by differential leveling
 CQ2201.and adjusted by the National Geodetic Survey in February 1994..
 CQ2201
 CQ2201.The geoid height was determined by GEOID03.
 CQ2201
 CQ2201.The dynamic height is computed by dividing the NAVD 88
 CQ2201.geopotential number by the normal gravity value computed on the
 CQ2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2201.degrees latitude (g = 980.6199 gals.).
 CQ2201
 CQ2201.The modeled gravity was interpolated from observed gravity values.
 CQ2201
 CQ2201;                    North         East    Units  Estimated Accuracy
 CQ2201;SPC LA N     -   206,040.      874,950.      MT  (+/- 180 meters Scaled)
 CQ2201
 CQ2201                          SUPERSEDED SURVEY CONTROL
 CQ2201
 CQ2201  NAVD 88 (06/15/91)   54.400  (m)          178.48   (f) UNKNOWN     1 2
 CQ2201  NGVD 29 (??/??/??)   54.469  (m)          178.70   (f) ADJUSTED    1 2
 CQ2201
 CQ2201.Superseded values are not recommended for survey control.
 CQ2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2201.See file dsdata.txt to determine how the superseded data were derived.
 CQ2201
 CQ2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR220796(NAD 83)
 CQ2201_MARKER: DB = BENCH MARK DISK
 CQ2201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CQ2201_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CQ2201_STAMPING: Z 270 1979
 CQ2201_MARK LOGO: NGS   
 CQ2201_PROJECTION: FLUSH
 CQ2201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CQ2201+STABILITY: POSITION/ELEVATION WELL
 CQ2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2201+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1989
 CQ2201_ROD/PIPE-DEPTH: 5.79 meters
 CQ2201
 CQ2201  HISTORY     - Date     Condition        Report By
 CQ2201  HISTORY     - 1979     MONUMENTED       NGS
 CQ2201  HISTORY     - 1987     GOOD             USPSQD
 CQ2201  HISTORY     - 19890120 GOOD             LADTD
 CQ2201  HISTORY     - 1990     GOOD             USPSQD
 CQ2201  HISTORY     - 19990515 GOOD             USPSQD
 CQ2201
 CQ2201                          STATION DESCRIPTION
 CQ2201
 CQ2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CQ2201'1.25 MI NE FROM KEITHVILLE.
 CQ2201'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 CQ2201'1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CQ2201'CROSSING OF PARISH ROAD 22 IN KEITHVILLE, THENCE 0.25 MILE NORTH
 CQ2201'ALONG U.S. HIGHWAY 171, 62.0 FT. EAST OF THE CENTERLINE OF THE
 CQ2201'NORTHBOUND LANE OF THE HIGHWAY, 218 FT. NORTHWEST OF THE CENTERLINE
 CQ2201'OF BARRON ROAD CUT OFF, 5.0 FT. SOUTH OF A POWERLINE ANCHOR POLE,
 CQ2201'6.0 FT. WEST OF A FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO
 CQ2201'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CQ2201
 CQ2201                          STATION RECOVERY (1987)
 CQ2201
 CQ2201'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEC)
 CQ2201'RECOVERED IN GOOD CONDITION.
 CQ2201
 CQ2201                          STATION RECOVERY (1989)
 CQ2201
 CQ2201'RECOVERY NOTE BY LA TRANSP AND DEV 1989
 CQ2201'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ2201'TO REACH THE STATION FROM THE JUNCTION FROM THE JUNCTION OF U S
 CQ2201'HIGHWAY 171 AND STATE HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR
 CQ2201'11.83 KM (7.35 MI) TO THE MARK ON THE LEFT SET NEAR BRACE POLE NUMBER
 CQ2201'92647,  18.9 M (62.0 FT) EAST FROM THE CENTER OF THE NORTH
 CQ2201'BOUND LANES, 14.6 M (47.9 FT) NORTHEAST FROM AN ARKLA GAS PIPELINE
 CQ2201'VENT PIPE, 1.8 M (5.9 FT) WEST FROM A FIVE STRAND BARBED WIRE FENCE,
 CQ2201'1.8 M (5.9 FT) SOUTH FROM POWERLINE BRACE POLE NUMBER 92647 AND 0.46
 CQ2201'M (1.51 FT) NORTH FROM A WITNESS POST.  THE MARK IS ABOUT LEVEL WITH
 CQ2201'THE HIGHWAY.
 CQ2201
 CQ2201                          STATION RECOVERY (1990)
 CQ2201
 CQ2201'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CQ2201'RECOVERED IN GOOD CONDITION.
 CQ2201
 CQ2201                          STATION RECOVERY (1999)
 CQ2201
 CQ2201'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2002 ***********************************************************************
 BX2002  DESIGNATION -  Z 28
 BX2002  PID         -  BX2002
 BX2002  STATE/COUNTY-  LA/VERNON
 BX2002  USGS QUAD   -  NEW LLANO (1994)
 BX2002
 BX2002                         *CURRENT SURVEY CONTROL
 BX2002  ___________________________________________________________________
 BX2002* NAD 83(1986)-  31 05 05.     (N)    093 16 09.     (W)     SCALED    
 BX2002* NAVD 88     -        77.60   (+/-2cm)     254.6    (feet)  VERTCON   
 BX2002  ___________________________________________________________________
 BX2002  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BX2002
 BX2002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2002
 BX2002.The horizontal coordinates were scaled from a topographic map and have
 BX2002.an estimated accuracy of +/- 6 seconds.
 BX2002
 BX2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2002.The vertical order pertains to the NGVD 29 superseded value.
 BX2002
 BX2002.The geoid height was determined by GEOID03.
 BX2002
 BX2002;                    North         East    Units  Estimated Accuracy
 BX2002;SPC LA N     -    65,090.      926,610.      MT  (+/- 180 meters Scaled)
 BX2002
 BX2002                          SUPERSEDED SURVEY CONTROL
 BX2002
 BX2002  NGVD 29 (??/??/??)   77.714  (m)          254.97   (f) ADJUSTED    2 0
 BX2002
 BX2002.Superseded values are not recommended for survey control.
 BX2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2002.See file dsdata.txt to determine how the superseded data were derived.
 BX2002
 BX2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ743390(NAD 83)
 BX2002_MARKER: DB = BENCH MARK DISK
 BX2002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BX2002_SP_SET: ABUTMENT
 BX2002_STAMPING: Z 28 1935
 BX2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BX2002
 BX2002  HISTORY     - Date     Condition        Report By
 BX2002  HISTORY     - 1935     MONUMENTED       CGS
 BX2002  HISTORY     - 1941     GOOD             CGS
 BX2002  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX2002
 BX2002                          STATION DESCRIPTION
 BX2002
 BX2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 BX2002'3.6 MI S FROM LEESVILLE.
 BX2002'3.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX2002'STATION AT LEESVILLE, VERNON PARISH, 75 FEET SOUTH OF MILEPOST 672, AT
 BX2002'BRIDGE A 673, IN THE TOP OF THE NORTH CONCRETE ABUTMENT, AND 5 FEET
 BX2002'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 28
 BX2002'1935.
 BX2002
 BX2002                          STATION RECOVERY (2001)
 BX2002
 BX2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2002'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0151 ***********************************************************************
 AT0151  DESIGNATION -  Z 280
 AT0151  PID         -  AT0151
 AT0151  STATE/COUNTY-  LA/PLAQUEMINES
 AT0151  USGS QUAD   -  DIXON BAY (1971)
 AT0151
 AT0151                         *CURRENT SURVEY CONTROL
 AT0151  ___________________________________________________________________
 AT0151* NAD 83(1986)-  29 01 44.     (N)    089 19 41.     (W)     SCALED    
 AT0151* NAVD 88     -         0.781  (meters)       2.56   (feet)  READJUSTED
 AT0151  ___________________________________________________________________
 AT0151  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AT0151  DYNAMIC HT  -           0.780 (meters)       2.56  (feet)  COMP
 AT0151  MODELED GRAV-     979,293.9   (mgal)                       NAVD 88
 AT0151
 AT0151  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AT0151
 AT0151.The horizontal coordinates were scaled from a topographic map and have
 AT0151.an estimated accuracy of +/- 6 seconds.
 AT0151
 AT0151.The orthometric height was determined by differential leveling
 AT0151.and adjusted by the National Geodetic Survey in February 1994..
 AT0151.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AT0151.distribution rate of 0.0 thru 1.0 mm/km.
 AT0151.The height was derived from older observations constrained to new
 AT0151.heights in a crustal motion area.  The height is approximate in
 AT0151.relation to other heights in its vicinity.
 AT0151
 AT0151.The geoid height was determined by GEOID03.
 AT0151
 AT0151.The dynamic height is computed by dividing the NAVD 88
 AT0151.geopotential number by the normal gravity value computed on the
 AT0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AT0151.degrees latitude (g = 980.6199 gals.).
 AT0151
 AT0151.The modeled gravity was interpolated from observed gravity values.
 AT0151
 AT0151;                    North         East    Units  Estimated Accuracy
 AT0151;SPC LA S     -    60,340.    1,195,340.      MT  (+/- 180 meters Scaled)
 AT0151
 AT0151                          SUPERSEDED SURVEY CONTROL
 AT0151
 AT0151  NGVD 29 (??/??/??)    0.861  (m)            2.82   (f) ADJUSTED    1 1
 AT0151
 AT0151.Superseded values are not recommended for survey control.
 AT0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0151.See file dsdata.txt to determine how the superseded data were derived.
 AT0151
 AT0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT732134(NAD 83)
 AT0151_MARKER: DB = BENCH MARK DISK
 AT0151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0151_SP_SET: 96 FEET
 AT0151_STAMPING: Z 280 1971
 AT0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0151
 AT0151  HISTORY     - Date     Condition        Report By
 AT0151  HISTORY     - 1971     MONUMENTED       NGS
 AT0151
 AT0151                          STATION DESCRIPTION
 AT0151
 AT0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AT0151'12.0 MI SW FROM PILOTTOWN.
 AT0151'ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR PILOT
 AT0151'LOOKOUT TOWER AT PILOTTOWN, THENCE 9.5 MILES SOUTHWEST ALONG THE
 AT0151'SOUTHEAST BANK OF SOUTHWEST PASS, 60 YARDS SOUTHEAST OF THE SOUTHEAST
 AT0151'BANK OF THE PASS, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 AT0151'ROD PROJECTING 18 INCHES ABOVE THE LEVEL OF THE GROUND AND SURROUNDED
 AT0151'BY 3 CREOSOTED WOODEN POST, ENCASED IN A 4-INCH PLASTIC PIPE WHICH
 AT0151'PROJECTS 18 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 AT0151'TO A DEPTH OF 96 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0152 ***********************************************************************
 AT0152  DESIGNATION -  Z 280 USE RESET 1976
 AT0152  PID         -  AT0152
 AT0152  STATE/COUNTY-  LA/PLAQUEMINES
 AT0152  USGS QUAD   -  DIXON BAY (1971)
 AT0152
 AT0152                         *CURRENT SURVEY CONTROL
 AT0152  ___________________________________________________________________
 AT0152* NAD 83(1986)-  29 01 54.     (N)    089 19 35.     (W)     SCALED    
 AT0152* NAVD 88     -         1.82   (+/-2cm)       6.0    (feet)  VERTCON   
 AT0152  ___________________________________________________________________
 AT0152  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AT0152
 AT0152  VERT ORDER  -  THIRD (See Below)
 AT0152
 AT0152.The horizontal coordinates were scaled from a topographic map and have
 AT0152.an estimated accuracy of +/- 6 seconds.
 AT0152
 AT0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AT0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0152.The vertical order pertains to the NGVD 29 superseded value.
 AT0152
 AT0152.The geoid height was determined by GEOID03.
 AT0152
 AT0152;                    North         East    Units  Estimated Accuracy
 AT0152;SPC LA S     -    60,650.    1,195,500.      MT  (+/- 180 meters Scaled)
 AT0152
 AT0152                          SUPERSEDED SURVEY CONTROL
 AT0152
 AT0152  NGVD 29 (??/??/??)    1.90   (m)            6.2    (f) RESET       3  
 AT0152
 AT0152.Superseded values are not recommended for survey control.
 AT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0152.See file dsdata.txt to determine how the superseded data were derived.
 AT0152
 AT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT734137(NAD 83)
 AT0152_MARKER: DB = BENCH MARK DISK
 AT0152_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AT0152_SP_SET: 81.5 FEET
 AT0152_STAMPING: Z 280 RESET 1976
 AT0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0152
 AT0152  HISTORY     - Date     Condition        Report By
 AT0152  HISTORY     - 1976     MONUMENTED       USE
 AT0152  HISTORY     - 1976     GOOD             NGS
 AT0152
 AT0152                          STATION DESCRIPTION
 AT0152
 AT0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AT0152'11.8 MI SW FROM PILOTTOWN.
 AT0152'LOCATED ABOUT 2.5 MILES SOUTH ALONG THE MISSISSIPPI RIVER FROM THE BAR
 AT0152'PILOT LOOKOUT TOWER AT PILOTTOWN, THENCE 9.3 MILES SOUTHWEST ALONG
 AT0152'SOUTHWEST PASS TO SURVEY TOWER NO. 16 ON THE LEFT.  IT IS 40 FEET
 AT0152'LANDSIDE OF THE EAST EDGE OF THE BANK OF THE RIVER, AND 35 FEET
 AT0152'UPSTREAM FROM A DIRT RETAINING DIKE AND 45 FEET RIVERSIDE OF THE OLD
 AT0152'BASE LINE.  IT IS AN NGS DISK BRAZED ON A COPPER WELD ROD DRIVEN TO
 AT0152'THE DEPTH OF 81.5 FEET ENCASED IN A PLASTIC PIPE PROJECTING 3.5 FEET.
 AT0152'THE MARK IS IN THE CENTER OF THE TOWER.  BENCH MARK Z 280 1970 WAS
 AT0152'LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0052 ***********************************************************************
 BJ0052  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0052  DESIGNATION -  Z 281
 BJ0052  PID         -  BJ0052
 BJ0052  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0052  USGS QUAD   -  MORGANZA (1994)
 BJ0052
 BJ0052                         *CURRENT SURVEY CONTROL
 BJ0052  ___________________________________________________________________
 BJ0052* NAD 83(1992)-  30 43 41.29915(N)    091 31 53.84617(W)     ADJUSTED  
 BJ0052* NAVD 88     -        10.55 **(meters)      34.6  **(feet)  GPS OBS(2004.65)
 BJ0052  **This station is located in a subsidence area (see below).
 BJ0052  ___________________________________________________________________
 BJ0052  X           -    -146,672.092 (meters)                     COMP
 BJ0052  Y           -  -5,485,478.391 (meters)                     COMP
 BJ0052  Z           -   3,240,012.791 (meters)                     COMP
 BJ0052  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ0052  ELLIP HEIGHT-         -16.74  (meters)          (12/29/04) GPS OBS
 BJ0052  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0052  DYNAMIC HT  -          10.54  (meters)      34.6   (feet)  COMP
 BJ0052  MODELED GRAV-     979,363.6   (mgal)                       NAVD 88
 BJ0052
 BJ0052  HORZ ORDER  -  B
 BJ0052  VERT ORDER  -  FIRST     CLASS I (See Below)
 BJ0052  ELLP ORDER  -  FOURTH    CLASS I
 BJ0052
 BJ0052.The horizontal coordinates were established by GPS observations
 BJ0052.and adjusted by the National Geodetic Survey in December 2004..
 BJ0052
 BJ0052 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0052 ** and geoid heights are valid at the date of observation. These heights
 BJ0052 ** must always be validated when used as control.
 BJ0052 ** The orthometric height was determined by GPS observations using
 BJ0052 ** precise GPS observation and processing techniques and a new
 BJ0052 ** realization of GEOID03. It supersedes the leveled height previously
 BJ0052 ** determined for this station.
 BJ0052 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0052 ** epoch indicated which incorporates improved geoid heights for the
 BJ0052 ** Southern Louisiana Subsidence area.
 BJ0052 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0052.The orthometric height was determined by GPS observations and a
 BJ0052.high-resolution geoid model using precise GPS observation and
 BJ0052.processing techniques. It supersedes the leveled height previously
 BJ0052.determined for this station.
 BJ0052.The vertical order pertains to the first NAVD 88 superseded value.
 BJ0052
 BJ0052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0052
 BJ0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0052
 BJ0052.The ellipsoidal height was determined by GPS observations
 BJ0052.and is referenced to NAD 83.
 BJ0052
 BJ0052.The geoid height was determined by GEOID03.
 BJ0052
 BJ0052.The dynamic height is computed by dividing the NAVD 88
 BJ0052.geopotential number by the normal gravity value computed on the
 BJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0052.degrees latitude (g = 980.6199 gals.).
 BJ0052
 BJ0052.The modeled gravity was interpolated from observed gravity values.
 BJ0052
 BJ0052;                    North         East     Units Scale Factor Converg.
 BJ0052;SPC LA S     -   246,999.447   981,008.784   MT  1.00000611   -0 05 56.9
 BJ0052;SPC LA S     -   810,364.02  3,218,526.32   sFT  1.00000611   -0 05 56.9
 BJ0052;UTM  15      - 3,400,394.100   640,583.593   MT  0.99984380   +0 45 01.5
 BJ0052
 BJ0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0052!SPC LA S     -   1.00000263  x   1.00000611  =   1.00000874
 BJ0052!UTM  15      -   1.00000263  x   0.99984380  =   0.99984643
 BJ0052
 BJ0052                          SUPERSEDED SURVEY CONTROL
 BJ0052
 BJ0052  NAVD 88 (02/14/94)   10.546  (m)           34.60   (f) ADJUSTED    1 1
 BJ0052  NAVD 88 (06/15/91)   10.578  (m)           34.70   (f) UNKNOWN     1 1
 BJ0052  NGVD 29 (??/??/??)   10.534  (m)           34.56   (f) ADJUSTED    1 1
 BJ0052
 BJ0052.Superseded values are not recommended for survey control.
 BJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0052.See file dsdata.txt to determine how the superseded data were derived.
 BJ0052
 BJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4058400394(NAD 83)
 BJ0052_MARKER: DB = BENCH MARK DISK
 BJ0052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BJ0052_SP_SET: 96-FT SHALLOW-SET PIPE
 BJ0052_STAMPING: Z 281 1976
 BJ0052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BJ0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0052+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 BJ0052
 BJ0052  HISTORY     - Date     Condition        Report By
 BJ0052  HISTORY     - 1976     MONUMENTED       NGS
 BJ0052  HISTORY     - 20021029 GOOD             3001
 BJ0052
 BJ0052                          STATION DESCRIPTION
 BJ0052
 BJ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0052'5 MI EAST FROM MORGANZA.
 BJ0052'3.8 MILES SOUTHEAST ALONG STATE HIGHWAYS 1 AND 10 FROM THE CITY HALL,
 BJ0052'THENCE 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 420, 0.3 MILE NORTHEAST
 BJ0052'OF A CURVE, 122 FT NORTH AND ACROSS THE HIGHWAY FROM A POWER LINE
 BJ0052'POLE, 156 FT SOUTHEAST OF THE CENTER OF THE LEVEE, 42 FT NORTHWEST OF
 BJ0052'THE CENTER LINE OF THE HIGHWAY, 1 FT NORTHWEST OF A FENCE, THE BENCH
 BJ0052'MARK DISK IS 2-INCHES BELOW THE LEVEL OF THE GROUND.
 BJ0052
 BJ0052                          STATION RECOVERY (2002)
 BJ0052
 BJ0052'RECOVERY NOTE BY 3001, INC 2002 (KC)
 BJ0052'THE STATION IS LOCATED 5 MILES EAST FROM MORGANZA, 3.8 MILES SOUTHEAST
 BJ0052'OF HWY 10 AND  HWY 1 IN MORGANZA.
 BJ0052' 
 BJ0052'OWNERSHIP- GOVERNMENT
 BJ0052' 
 BJ0052'TO REACH THE STATION FROM THE INTERSECTION OF HWY 10 AND HWY 1 GO
 BJ0052'SOUTH SOUTHEAST ON  HWY 1 FOR 3.9 MILES AND BLACK TOP RD. (HWY 420) ON
 BJ0052'LEFT IN FRONT OF SCHOOL. TURN LEFT AND  PROCEED ON BLACK TOP ROAD (HWY
 BJ0052'420) FOR 1.2 MILES TO STATION ON LEFT.
 BJ0052' 
 BJ0052'THE STATION IS 159' SOUTH EAST OF CENTERLINE OF LEVEE, 42' NORTHWEST
 BJ0052'OF CENTERLINE OF  HWY 420. 1' NORTHWEST OF A FENCE AND WITNESS POST
 BJ0052'WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0204 ***********************************************************************
 BJ0204  DESIGNATION -  Z 282
 BJ0204  PID         -  BJ0204
 BJ0204  STATE/COUNTY-  LA/ST LANDRY
 BJ0204  USGS QUAD   -  MELVILLE (1994)
 BJ0204
 BJ0204                         *CURRENT SURVEY CONTROL
 BJ0204  ___________________________________________________________________
 BJ0204* NAD 83(1986)-  30 42 29.     (N)    091 44 21.     (W)     SCALED    
 BJ0204* NAVD 88     -        12.688  (meters)      41.63   (feet)  ADJUSTED  
 BJ0204  ___________________________________________________________________
 BJ0204  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0204  DYNAMIC HT  -          12.671 (meters)      41.57  (feet)  COMP
 BJ0204  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 BJ0204
 BJ0204  VERT ORDER  -  FIRST     CLASS I
 BJ0204
 BJ0204.The horizontal coordinates were scaled from a topographic map and have
 BJ0204.an estimated accuracy of +/- 6 seconds.
 BJ0204
 BJ0204.The orthometric height was determined by differential leveling
 BJ0204.and adjusted by the National Geodetic Survey in February 1994..
 BJ0204
 BJ0204.The geoid height was determined by GEOID03.
 BJ0204
 BJ0204.The dynamic height is computed by dividing the NAVD 88
 BJ0204.geopotential number by the normal gravity value computed on the
 BJ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0204.degrees latitude (g = 980.6199 gals.).
 BJ0204
 BJ0204.The modeled gravity was interpolated from observed gravity values.
 BJ0204
 BJ0204;                    North         East    Units  Estimated Accuracy
 BJ0204;SPC LA S     -   244,830.      961,120.      MT  (+/- 180 meters Scaled)
 BJ0204
 BJ0204                          SUPERSEDED SURVEY CONTROL
 BJ0204
 BJ0204  NAVD 88 (06/15/91)   12.727  (m)           41.76   (f) UNKNOWN     1 1
 BJ0204  NGVD 29 (??/??/??)   12.691  (m)           41.64   (f) ADJUSTED    1 1
 BJ0204
 BJ0204.Superseded values are not recommended for survey control.
 BJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0204.See file dsdata.txt to determine how the superseded data were derived.
 BJ0204
 BJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP207979(NAD 83)
 BJ0204_MARKER: DB = BENCH MARK DISK
 BJ0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0204_SP_SET: PIER
 BJ0204_STAMPING: Z 282 1976
 BJ0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0204
 BJ0204  HISTORY     - Date     Condition        Report By
 BJ0204  HISTORY     - 1976     MONUMENTED       NGS
 BJ0204  HISTORY     - 20050115 GOOD             USPSQD
 BJ0204
 BJ0204                          STATION DESCRIPTION
 BJ0204
 BJ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0204'1.2 MI NORTH FROM MELVILLE.
 BJ0204'1.2 MILES NORTH ALONG STATE HIGHWAY 105 FROM THE TEXAS AND PACIFIC
 BJ0204'RAILROAD OVERPASS, AT THE CROSSING OF AN OVERHEAD PIPE LINE, SET
 BJ0204'VERTICALLY IN THE WEST FACE OF THE FIRST CONCRETE PIER WEST OF THE
 BJ0204'ATCHAFALAYA RIVER BANK, 4.0 FT NORTH OF SOUTH END OF PIER, 155 YARDS
 BJ0204'EAST OF THE CENTER LINE OF HIGHWAY 105, (NOTE) CONCRETE PIER IS 180 FT
 BJ0204'IN GROUND
 BJ0204
 BJ0204                          STATION RECOVERY (2005)
 BJ0204
 BJ0204'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BJ0204'THE CONCRETE PIER IS ENCLOSED WITH A SECURITY FENCE.  THE FACE OF THE
 BJ0204'CONCRETE PIE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0451 ***********************************************************************
 BJ0451  DESIGNATION -  Z 283
 BJ0451  PID         -  BJ0451
 BJ0451  STATE/COUNTY-  LA/WEST FELICIANA
 BJ0451  USGS QUAD   -  ELM PARK (1994)
 BJ0451
 BJ0451                         *CURRENT SURVEY CONTROL
 BJ0451  ___________________________________________________________________
 BJ0451* NAD 83(1986)-  30 45 33.     (N)    091 18 08.     (W)     SCALED    
 BJ0451* NAVD 88     -        33.925  (meters)     111.30   (feet)  ADJUSTED  
 BJ0451  ___________________________________________________________________
 BJ0451  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0451  DYNAMIC HT  -          33.881 (meters)     111.16  (feet)  COMP
 BJ0451  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 BJ0451
 BJ0451  VERT ORDER  -  FIRST     CLASS I
 BJ0451
 BJ0451.The horizontal coordinates were scaled from a topographic map and have
 BJ0451.an estimated accuracy of +/- 6 seconds.
 BJ0451
 BJ0451.The orthometric height was determined by differential leveling
 BJ0451.and adjusted by the National Geodetic Survey in February 1994..
 BJ0451
 BJ0451.The geoid height was determined by GEOID03.
 BJ0451
 BJ0451.The dynamic height is computed by dividing the NAVD 88
 BJ0451.geopotential number by the normal gravity value computed on the
 BJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0451.degrees latitude (g = 980.6199 gals.).
 BJ0451
 BJ0451.The modeled gravity was interpolated from observed gravity values.
 BJ0451
 BJ0451;                    North         East    Units  Estimated Accuracy
 BJ0451;SPC LA S     -   250,420.    1,002,980.      MT  (+/- 180 meters Scaled)
 BJ0451
 BJ0451                          SUPERSEDED SURVEY CONTROL
 BJ0451
 BJ0451  NGVD 29 (??/??/??)   33.910  (m)          111.25   (f) ADJUSTED    1 1
 BJ0451
 BJ0451.Superseded values are not recommended for survey control.
 BJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0451.See file dsdata.txt to determine how the superseded data were derived.
 BJ0451
 BJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ624041(NAD 83)
 BJ0451_MARKER: DB = BENCH MARK DISK
 BJ0451_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0451+WITH SETTING: INTO GROUND
 BJ0451_SP_SET: METAL ROD WITH BASE PLATE
 BJ0451_STAMPING: Z 283 1976
 BJ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0451+STABILITY: SURFACE MOTION
 BJ0451
 BJ0451  HISTORY     - Date     Condition        Report By
 BJ0451  HISTORY     - 1976     MONUMENTED       NGS
 BJ0451
 BJ0451                          STATION DESCRIPTION
 BJ0451
 BJ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0451'5.05 MI EAST FROM ST FRANCISVILLE.
 BJ0451'5.05 MILES EAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 BJ0451'HIGHWAY 10 AT ST. FRANCISVILLE, 2 POWER LINE POLES NORTHWEST OF
 BJ0451'THE JUNCTION OF A PRIVATE ROAD LEADING NORTH, 61.5 FT NORTHEAST OF
 BJ0451'THE CENTER LINE OF THE HIGHWAY, 60 FT EAST OF THE CENTER OF THE
 BJ0451'NORTHEAST END OF A LARGE CONCRETE PIPE CULVERT, 2.5 FT SOUTHEAST
 BJ0451'OF POWER LINE POLE WITH 2 GUY WIRES, 1.5 FT NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0508 ***********************************************************************
 BJ0508  DESIGNATION -  Z 284
 BJ0508  PID         -  BJ0508
 BJ0508  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0508  USGS QUAD   -  SCOTLANDVILLE (1995)
 BJ0508
 BJ0508                         *CURRENT SURVEY CONTROL
 BJ0508  ___________________________________________________________________
 BJ0508* NAD 83(1986)-  30 31 17.     (N)    091 09 50.     (W)     SCALED    
 BJ0508* NAVD 88     -        16.791  (meters)      55.09   (feet)  ADJUSTED  
 BJ0508  ___________________________________________________________________
 BJ0508  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0508  DYNAMIC HT  -          16.769 (meters)      55.02  (feet)  COMP
 BJ0508  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BJ0508
 BJ0508  VERT ORDER  -  FIRST     CLASS I
 BJ0508
 BJ0508.The horizontal coordinates were scaled from a topographic map and have
 BJ0508.an estimated accuracy of +/- 6 seconds.
 BJ0508
 BJ0508.The orthometric height was determined by differential leveling
 BJ0508.and adjusted by the National Geodetic Survey in February 1994..
 BJ0508
 BJ0508.The geoid height was determined by GEOID03.
 BJ0508
 BJ0508.The dynamic height is computed by dividing the NAVD 88
 BJ0508.geopotential number by the normal gravity value computed on the
 BJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0508.degrees latitude (g = 980.6199 gals.).
 BJ0508
 BJ0508.The modeled gravity was interpolated from observed gravity values.
 BJ0508
 BJ0508;                    North         East    Units  Estimated Accuracy
 BJ0508;SPC LA S     -   224,070.    1,016,260.      MT  (+/- 180 meters Scaled)
 BJ0508
 BJ0508                          SUPERSEDED SURVEY CONTROL
 BJ0508
 BJ0508  NGVD 29 (??/??/??)   16.779  (m)           55.05   (f) ADJUSTED    1 1
 BJ0508
 BJ0508.Superseded values are not recommended for survey control.
 BJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0508.See file dsdata.txt to determine how the superseded data were derived.
 BJ0508
 BJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP761779(NAD 83)
 BJ0508_MARKER: DB = BENCH MARK DISK
 BJ0508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0508_STAMPING: Z 284 1976
 BJ0508_MARK LOGO: NGS   
 BJ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0508+STABILITY: SURFACE MOTION
 BJ0508
 BJ0508  HISTORY     - Date     Condition        Report By
 BJ0508  HISTORY     - 1976     MONUMENTED       NGS
 BJ0508  HISTORY     - 1981     GOOD             LADTD
 BJ0508  HISTORY     - 1983     GOOD             LADTD
 BJ0508
 BJ0508                          STATION DESCRIPTION
 BJ0508
 BJ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0508'IN SCOTLANDVILLE.
 BJ0508'0.15 MILE EAST ALONG STATE HIGHWAY 408 (HARDING BOULEVARD) FROM
 BJ0508'THE JUNCTION OF ROSEWOOD STREET, 17.5 FT NORTH OF THE CENTER LINE
 BJ0508'OF THE NORTH HIGHWAY LANES, 1.0 FT SOUTH OF THE SOUTH FACE OF THE
 BJ0508'NORTH CONCRETE GUARDRAIL, SET IN THE TOP OF THE NORTHWEST END OF THE
 BJ0508'NORTHEAST CONCRETE ABUTMENT OF CONCRETE BRIDGE
 BJ0508
 BJ0508                          STATION RECOVERY (1981)
 BJ0508
 BJ0508'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BJ0508'RECOVERED IN GOOD CONDITION.
 BJ0508
 BJ0508                          STATION RECOVERY (1983)
 BJ0508
 BJ0508'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0186 ***********************************************************************
 BJ0186  DESIGNATION -  Z 284 X
 BJ0186  PID         -  BJ0186
 BJ0186  STATE/COUNTY-  LA/AVOYELLES
 BJ0186  USGS QUAD   -  BAYOU CURRENT (1994)
 BJ0186
 BJ0186                         *CURRENT SURVEY CONTROL
 BJ0186  ___________________________________________________________________
 BJ0186* NAD 83(1986)-  30 51 29.     (N)    091 49 40.     (W)     SCALED    
 BJ0186* NAVD 88     -        12.375  (meters)      40.60   (feet)  ADJUSTED  
 BJ0186  ___________________________________________________________________
 BJ0186  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BJ0186  DYNAMIC HT  -          12.360 (meters)      40.55  (feet)  COMP
 BJ0186  MODELED GRAV-     979,375.9   (mgal)                       NAVD 88
 BJ0186
 BJ0186  VERT ORDER  -  FIRST     CLASS I
 BJ0186
 BJ0186.The horizontal coordinates were scaled from a topographic map and have
 BJ0186.an estimated accuracy of +/- 6 seconds.
 BJ0186
 BJ0186.The orthometric height was determined by differential leveling
 BJ0186.and adjusted by the National Geodetic Survey in February 1994..
 BJ0186
 BJ0186.The geoid height was determined by GEOID03.
 BJ0186
 BJ0186.The dynamic height is computed by dividing the NAVD 88
 BJ0186.geopotential number by the normal gravity value computed on the
 BJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0186.degrees latitude (g = 980.6199 gals.).
 BJ0186
 BJ0186.The modeled gravity was interpolated from observed gravity values.
 BJ0186
 BJ0186;                    North         East    Units  Estimated Accuracy
 BJ0186;SPC LA N     -    39,900.    1,064,300.      MT  (+/- 180 meters Scaled)
 BJ0186
 BJ0186                          SUPERSEDED SURVEY CONTROL
 BJ0186
 BJ0186  NAVD 88 (06/15/91)   12.407  (m)           40.71   (f) UNKNOWN     1 1
 BJ0186  NGVD 29 (??/??/??)   12.364  (m)           40.56   (f) ADJUSTED    1 1
 BJ0186
 BJ0186.Superseded values are not recommended for survey control.
 BJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0186.See file dsdata.txt to determine how the superseded data were derived.
 BJ0186
 BJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ120144(NAD 83)
 BJ0186_MARKER: DB = BENCH MARK DISK
 BJ0186_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0186+WITH SETTING: INTO GROUND
 BJ0186_SP_SET: METAL ROD WITH BASE PLATE
 BJ0186_STAMPING: Z 284 X 1976
 BJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0186+STABILITY: SURFACE MOTION
 BJ0186
 BJ0186  HISTORY     - Date     Condition        Report By
 BJ0186  HISTORY     - 1976     MONUMENTED       NGS
 BJ0186
 BJ0186                          STATION DESCRIPTION
 BJ0186
 BJ0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0186'8.8 MI SOUTH FROM SIMMESPORT.
 BJ0186'8.8 MILES SOUTH ALONG STATE HIGHWAY 105 FROM SIMMESPORT ELEMENTARY
 BJ0186'SCHOOL, 49.5 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FT NORTH OF
 BJ0186'THE CENTER LINE OF A GRAVEL ROAD LEADING WEST, 5.6 FT SOUTH OF A
 BJ0186'BURIED TELEPHONE CABLE JUNCTION BOX NUMBER 2-91, 4.5 FT NORTH OF A
 BJ0186'POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0884 ***********************************************************************
 BJ0884  DESIGNATION -  Z 287
 BJ0884  PID         -  BJ0884
 BJ0884  STATE/COUNTY-  LA/LIVINGSTON
 BJ0884  USGS QUAD   -  DENHAM SPRINGS (1995)
 BJ0884
 BJ0884                         *CURRENT SURVEY CONTROL
 BJ0884  ___________________________________________________________________
 BJ0884* NAD 83(1986)-  30 29 25.     (N)    090 54 17.     (W)     SCALED    
 BJ0884* NAVD 88     -        12.913  (meters)      42.37   (feet)  ADJUSTED  
 BJ0884  ___________________________________________________________________
 BJ0884  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ0884  DYNAMIC HT  -          12.897 (meters)      42.31  (feet)  COMP
 BJ0884  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BJ0884
 BJ0884  VERT ORDER  -  FIRST     CLASS I
 BJ0884
 BJ0884.The horizontal coordinates were scaled from a topographic map and have
 BJ0884.an estimated accuracy of +/- 6 seconds.
 BJ0884
 BJ0884.The orthometric height was determined by differential leveling
 BJ0884.and adjusted by the National Geodetic Survey in February 1994..
 BJ0884
 BJ0884.The geoid height was determined by GEOID03.
 BJ0884
 BJ0884.The dynamic height is computed by dividing the NAVD 88
 BJ0884.geopotential number by the normal gravity value computed on the
 BJ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0884.degrees latitude (g = 980.6199 gals.).
 BJ0884
 BJ0884.The modeled gravity was interpolated from observed gravity values.
 BJ0884
 BJ0884;                    North         East    Units  Estimated Accuracy
 BJ0884;SPC LA S     -   220,690.    1,041,150.      MT  (+/- 180 meters Scaled)
 BJ0884
 BJ0884                          SUPERSEDED SURVEY CONTROL
 BJ0884
 BJ0884  NAVD 88 (06/15/91)   12.965  (m)           42.54   (f) UNKNOWN     1 1
 BJ0884  NGVD 29 (??/??/??)   12.936  (m)           42.44   (f) ADJUSTED    1 1
 BJ0884
 BJ0884.Superseded values are not recommended for survey control.
 BJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0884.See file dsdata.txt to determine how the superseded data were derived.
 BJ0884
 BJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP011749(NAD 83)
 BJ0884_MARKER: DB = BENCH MARK DISK
 BJ0884_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0884+WITH SETTING: INTO GROUND
 BJ0884_SP_SET: METAL ROD WITH BASE PLATE
 BJ0884_STAMPING: Z 287 1976
 BJ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0884+STABILITY: SURFACE MOTION
 BJ0884
 BJ0884  HISTORY     - Date     Condition        Report By
 BJ0884  HISTORY     - 1976     MONUMENTED       NGS
 BJ0884
 BJ0884                          STATION DESCRIPTION
 BJ0884
 BJ0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0884'3.1 MI EAST FROM DENHAM SPRINGS.
 BJ0884'3.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE CROSSING
 BJ0884'OF NORTH RANGE AVENUE, AT THE CROSSING OF STATE HIGHWAY 1026, 52.2 FT
 BJ0884'SOUTH OF THE SOUTH RAIL, 35 FT SOUTHWEST OF THE CENTER LINE OF THE
 BJ0884'HIGHWAY, 32.5 FT EAST OF A CYCLONE FENCE CORNER POST, 3 FT SOUTH OF A
 BJ0884'POWER LINE POLE WITH A TRANSFORMER AND 2 GUY WIRES, THE DISK IS 0.5
 BJ0884'FT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ2761 ***********************************************************************
 BJ2761  DESIGNATION -  Z 29
 BJ2761  PID         -  BJ2761
 BJ2761  STATE/COUNTY-  LA/ST LANDRY
 BJ2761  USGS QUAD   -  KROTZ SPRINGS (1994)
 BJ2761
 BJ2761                         *CURRENT SURVEY CONTROL
 BJ2761  ___________________________________________________________________
 BJ2761* NAD 83(1986)-  30 32 37.     (N)    091 50 16.     (W)     SCALED    
 BJ2761* NAVD 88     -         6.35   (+/-2cm)      20.8    (feet)  VERTCON   
 BJ2761  ___________________________________________________________________
 BJ2761  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ2761
 BJ2761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ2761
 BJ2761.The horizontal coordinates were scaled from a topographic map and have
 BJ2761.an estimated accuracy of +/- 6 seconds.
 BJ2761
 BJ2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2761.The vertical order pertains to the NGVD 29 superseded value.
 BJ2761
 BJ2761.The geoid height was determined by GEOID03.
 BJ2761
 BJ2761;                    North         East    Units  Estimated Accuracy
 BJ2761;SPC LA S     -   226,630.      951,600.      MT  (+/- 180 meters Scaled)
 BJ2761
 BJ2761                          SUPERSEDED SURVEY CONTROL
 BJ2761
 BJ2761  NGVD 29 (??/??/??)    6.351  (m)           20.84   (f) ADJUSTED    2 0
 BJ2761
 BJ2761.Superseded values are not recommended for survey control.
 BJ2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2761.See file dsdata.txt to determine how the superseded data were derived.
 BJ2761
 BJ2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP114795(NAD 83)
 BJ2761_MARKER: DB = BENCH MARK DISK
 BJ2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2761+STABILITY: SURFACE MOTION
 BJ2761
 BJ2761  HISTORY     - Date     Condition        Report By
 BJ2761  HISTORY     - UNK      MONUMENTED       CGS
 BJ2761  HISTORY     - 1935     GOOD             CGS
 BJ2761  HISTORY     - 1964     MARK NOT FOUND   CGS
 BJ2761
 BJ2761                          STATION DESCRIPTION
 BJ2761
 BJ2761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BJ2761'4.9 MI W FROM EAST KROTZ SPRINGS.
 BJ2761'4.9 MI W OF AND ALONG THE M P R R. 42 FEET N OF TRACK.  12 FEET E
 BJ2761'ALONG TRACK FROM W END OF BRIDGE 605.3.  15 FEET SE OF INTERSECTION OF
 BJ2761'FENCE LINES.
 BJ2761
 BJ2761                          STATION RECOVERY (1964)
 BJ2761
 BJ2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BJ2761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0238 ***********************************************************************
 BJ0238  DESIGNATION -  Z 290
 BJ0238  PID         -  BJ0238
 BJ0238  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0238  USGS QUAD   -  MORGANZA (1994)
 BJ0238
 BJ0238                         *CURRENT SURVEY CONTROL
 BJ0238  ___________________________________________________________________
 BJ0238* NAD 83(1986)-  30 44 29.     (N)    091 36 45.     (W)     SCALED    
 BJ0238* NAVD 88     -        10.206  (meters)      33.48   (feet)  ADJUSTED  
 BJ0238  ___________________________________________________________________
 BJ0238  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0238  DYNAMIC HT  -          10.193 (meters)      33.44  (feet)  COMP
 BJ0238  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 BJ0238
 BJ0238  VERT ORDER  -  FIRST     CLASS I
 BJ0238
 BJ0238.The horizontal coordinates were scaled from a topographic map and have
 BJ0238.an estimated accuracy of +/- 6 seconds.
 BJ0238
 BJ0238.The orthometric height was determined by differential leveling
 BJ0238.and adjusted by the National Geodetic Survey in February 1994..
 BJ0238
 BJ0238.The geoid height was determined by GEOID03.
 BJ0238
 BJ0238.The dynamic height is computed by dividing the NAVD 88
 BJ0238.geopotential number by the normal gravity value computed on the
 BJ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0238.degrees latitude (g = 980.6199 gals.).
 BJ0238
 BJ0238.The modeled gravity was interpolated from observed gravity values.
 BJ0238
 BJ0238;                    North         East    Units  Estimated Accuracy
 BJ0238;SPC LA S     -   248,490.      973,270.      MT  (+/- 180 meters Scaled)
 BJ0238
 BJ0238                          SUPERSEDED SURVEY CONTROL
 BJ0238
 BJ0238  NGVD 29 (??/??/??)   10.199  (m)           33.46   (f) ADJUSTED    1 1
 BJ0238
 BJ0238.Superseded values are not recommended for survey control.
 BJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0238.See file dsdata.txt to determine how the superseded data were derived.
 BJ0238
 BJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ328017(NAD 83)
 BJ0238_MARKER: DB = BENCH MARK DISK
 BJ0238_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BJ0238+WITH SETTING: INTO GROUND
 BJ0238_SP_SET: METAL ROD WITH BASE PLATE
 BJ0238_STAMPING: Z 290 1976
 BJ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0238+STABILITY: SURFACE MOTION
 BJ0238
 BJ0238  HISTORY     - Date     Condition        Report By
 BJ0238  HISTORY     - 1976     MONUMENTED       NGS
 BJ0238
 BJ0238                          STATION DESCRIPTION
 BJ0238
 BJ0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0238'1.7 MI WEST FROM MORGANZA.
 BJ0238'0.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF STATE
 BJ0238'HIGHWAY 10, THENCE 0.9 MILES WEST ALONG A LEVEE ROAD, AT THE JUNCTION
 BJ0238'OF A GRAVELED ROAD LEADING SOUTH, 152 FT SOUTH OF THE CENTER LINE
 BJ0238'OF THE ROAD, 46 FT WEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 BJ0238'7 FT SOUTH OF THE SOUTH END OF A GATE, 1.0 FT NORTH OF A FENCE. THE
 BJ0238'DISK IS 0.5 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 BJ0238'THROUGH A 4-INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0270 ***********************************************************************
 BJ0270  DESIGNATION -  Z 291
 BJ0270  PID         -  BJ0270
 BJ0270  STATE/COUNTY-  LA/IBERVILLE
 BJ0270  USGS QUAD   -  MARINGOUIN (1992)
 BJ0270
 BJ0270                         *CURRENT SURVEY CONTROL
 BJ0270  ___________________________________________________________________
 BJ0270* NAD 83(1986)-  30 29 17.     (N)    091 33 25.     (W)     SCALED    
 BJ0270* NAVD 88     -         5.747  (meters)      18.85   (feet)  ADJUSTED  
 BJ0270  ___________________________________________________________________
 BJ0270  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ0270  DYNAMIC HT  -           5.739 (meters)      18.83  (feet)  COMP
 BJ0270  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 BJ0270
 BJ0270  VERT ORDER  -  FIRST     CLASS I
 BJ0270
 BJ0270.The horizontal coordinates were scaled from a topographic map and have
 BJ0270.an estimated accuracy of +/- 6 seconds.
 BJ0270
 BJ0270.The orthometric height was determined by differential leveling
 BJ0270.and adjusted by the National Geodetic Survey in February 1994..
 BJ0270
 BJ0270.The geoid height was determined by GEOID03.
 BJ0270
 BJ0270.The dynamic height is computed by dividing the NAVD 88
 BJ0270.geopotential number by the normal gravity value computed on the
 BJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0270.degrees latitude (g = 980.6199 gals.).
 BJ0270
 BJ0270.The modeled gravity was interpolated from observed gravity values.
 BJ0270
 BJ0270;                    North         East    Units  Estimated Accuracy
 BJ0270;SPC LA S     -   220,390.      978,530.      MT  (+/- 180 meters Scaled)
 BJ0270
 BJ0270                          SUPERSEDED SURVEY CONTROL
 BJ0270
 BJ0270  NGVD 29 (??/??/??)    5.763  (m)           18.91   (f) ADJUSTED    1 1
 BJ0270
 BJ0270.Superseded values are not recommended for survey control.
 BJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0270.See file dsdata.txt to determine how the superseded data were derived.
 BJ0270
 BJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP385737(NAD 83)
 BJ0270_MARKER: DB = BENCH MARK DISK
 BJ0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0270_SP_SET: BRIDGE
 BJ0270_STAMPING: Z 291 1976
 BJ0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0270
 BJ0270  HISTORY     - Date     Condition        Report By
 BJ0270  HISTORY     - 1976     MONUMENTED       NGS
 BJ0270  HISTORY     - 20060718 POOR             AERODA
 BJ0270
 BJ0270                          STATION DESCRIPTION
 BJ0270
 BJ0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0270'2.0 MI WEST FROM MARINGOUIN.
 BJ0270'2.0 MILES SOUTHWEST ALONG BELMONT LANE FROM THE JUNCTION OF STATE
 BJ0270'HIGHWAY 77, AT JUNCTION OF A LEVEE ROAD, 11 FT SOUTHEAST OF THE
 BJ0270'CENTER LINE OF THE LANE, IN THE TOP OF THE SOUTHWEST END OF THE
 BJ0270'SOUTHEAST CONCRETE CURB OF A CONCRETE BRIDGE, 0.5 FT NORTHEAST OF
 BJ0270'THE SOUTHWEST END OF THE CURB.
 BJ0270
 BJ0270                          STATION RECOVERY (2006)
 BJ0270
 BJ0270'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ0270'END OF CONCRETE CURB BROKEN.  MARK FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0806 ***********************************************************************
 BJ0806  DESIGNATION -  Z 292
 BJ0806  PID         -  BJ0806
 BJ0806  STATE/COUNTY-  LA/IBERVILLE
 BJ0806  USGS QUAD   -  PLAQUEMINE (1992)
 BJ0806
 BJ0806                         *CURRENT SURVEY CONTROL
 BJ0806  ___________________________________________________________________
 BJ0806* NAD 83(1986)-  30 17 06.     (N)    091 14 13.     (W)     SCALED    
 BJ0806* NAVD 88     -         7.195  (meters)      23.61   (feet)  ADJUSTED  
 BJ0806  ___________________________________________________________________
 BJ0806  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0806  DYNAMIC HT  -           7.186 (meters)      23.58  (feet)  COMP
 BJ0806  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 BJ0806
 BJ0806  VERT ORDER  -  FIRST     CLASS I
 BJ0806
 BJ0806.The horizontal coordinates were scaled from a topographic map and have
 BJ0806.an estimated accuracy of +/- 6 seconds.
 BJ0806
 BJ0806.The orthometric height was determined by differential leveling
 BJ0806.and adjusted by the National Geodetic Survey in February 1994..
 BJ0806
 BJ0806.The geoid height was determined by GEOID03.
 BJ0806
 BJ0806.The dynamic height is computed by dividing the NAVD 88
 BJ0806.geopotential number by the normal gravity value computed on the
 BJ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0806.degrees latitude (g = 980.6199 gals.).
 BJ0806
 BJ0806.The modeled gravity was interpolated from observed gravity values.
 BJ0806
 BJ0806;                    North         East    Units  Estimated Accuracy
 BJ0806;SPC LA S     -   197,860.    1,009,270.      MT  (+/- 180 meters Scaled)
 BJ0806
 BJ0806                          SUPERSEDED SURVEY CONTROL
 BJ0806
 BJ0806  NGVD 29 (??/??/??)    7.206  (m)           23.64   (f) ADJUSTED    1 1
 BJ0806
 BJ0806.Superseded values are not recommended for survey control.
 BJ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0806.See file dsdata.txt to determine how the superseded data were derived.
 BJ0806
 BJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP695516(NAD 83)
 BJ0806_MARKER: DB = BENCH MARK DISK
 BJ0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0806_SP_SET: BUILDING
 BJ0806_STAMPING: Z 292 1976
 BJ0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0806
 BJ0806  HISTORY     - Date     Condition        Report By
 BJ0806  HISTORY     - 1976     MONUMENTED       NGS
 BJ0806
 BJ0806                          STATION DESCRIPTION
 BJ0806
 BJ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0806'IN PLAQUEMINE.
 BJ0806'AT PLAQUEMINE, AT THE JUNCTION OF HAASE, OSAGE, AND CALLAIS STREETS,
 BJ0806'42 FT SOUTHEAST OF THE CENTER LINE OF OSAGE STREET, 46 FT SOUTHWEST
 BJ0806'OF THE EXTENDED CENTER LINE OF CALLAIS STREET, SET VERTICALLY IN THE
 BJ0806'SOUTHWEST CONCRETE FOUNDATION OF THE MUNICIPAL WATER PLANT BUILDING,
 BJ0806'0.7 FT SOUTHEAST OF THE WEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0755 ***********************************************************************
 BJ0755  DESIGNATION -  Z 293
 BJ0755  PID         -  BJ0755
 BJ0755  STATE/COUNTY-  LA/POINTE COUPEE
 BJ0755  USGS QUAD   -  FORDOCHE (1969)
 BJ0755
 BJ0755                         *CURRENT SURVEY CONTROL
 BJ0755  ___________________________________________________________________
 BJ0755* NAD 83(1986)-  30 33 22.     (N)    091 37 22.     (W)     SCALED    
 BJ0755* NAVD 88     -         7.586  (meters)      24.89   (feet)  ADJUSTED  
 BJ0755  ___________________________________________________________________
 BJ0755  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BJ0755  DYNAMIC HT  -           7.576 (meters)      24.86  (feet)  COMP
 BJ0755  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BJ0755
 BJ0755  VERT ORDER  -  FIRST     CLASS I
 BJ0755
 BJ0755.The horizontal coordinates were scaled from a topographic map and have
 BJ0755.an estimated accuracy of +/- 6 seconds.
 BJ0755
 BJ0755.The orthometric height was determined by differential leveling
 BJ0755.and adjusted by the National Geodetic Survey in February 1994..
 BJ0755
 BJ0755.The geoid height was determined by GEOID03.
 BJ0755
 BJ0755.The dynamic height is computed by dividing the NAVD 88
 BJ0755.geopotential number by the normal gravity value computed on the
 BJ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0755.degrees latitude (g = 980.6199 gals.).
 BJ0755
 BJ0755.The modeled gravity was interpolated from observed gravity values.
 BJ0755
 BJ0755;                    North         East    Units  Estimated Accuracy
 BJ0755;SPC LA S     -   227,950.      972,230.      MT  (+/- 180 meters Scaled)
 BJ0755
 BJ0755                          SUPERSEDED SURVEY CONTROL
 BJ0755
 BJ0755  NAVD 88 (06/15/91)    7.637  (m)           25.06   (f) UNKNOWN     1 1
 BJ0755  NGVD 29 (??/??/??)    7.601  (m)           24.94   (f) ADJUSTED    1 1
 BJ0755
 BJ0755.Superseded values are not recommended for survey control.
 BJ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0755.See file dsdata.txt to determine how the superseded data were derived.
 BJ0755
 BJ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP320812(NAD 83)
 BJ0755_MARKER: DB = BENCH MARK DISK
 BJ0755_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BJ0755_SP_SET: HEADWALL
 BJ0755_STAMPING: Z 293 1976
 BJ0755_MARK LOGO: NGS   
 BJ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0755+STABILITY: SURFACE MOTION
 BJ0755
 BJ0755  HISTORY     - Date     Condition        Report By
 BJ0755  HISTORY     - 1976     MONUMENTED       NGS
 BJ0755  HISTORY     - 1986     GOOD             NGS
 BJ0755
 BJ0755                          STATION DESCRIPTION
 BJ0755
 BJ0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0755'1.2 MI EAST FROM LOTTIE.
 BJ0755'1.2 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF STATE
 BJ0755'HIGHWAY 81, AT THE CROSSING OF BAYOU BLACK EAST FORK, 25 FT. SOUTH
 BJ0755'OF THE CENTER LINE OF THE SOUTH HIGHWAY LANES, IN THE TOP OF THE
 BJ0755'WEST END OF THE SOUTH CONCRETE HEAD WALL OF A LARGE CULVERT, 0.6 FT.
 BJ0755'EAST OF THE WEST END OF THE HEAD WALL.
 BJ0755
 BJ0755                          STATION RECOVERY (1986)
 BJ0755
 BJ0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0932 ***********************************************************************
 BJ0932  DESIGNATION -  Z 294
 BJ0932  PID         -  BJ0932
 BJ0932  STATE/COUNTY-  LA/TANGIPAHOA
 BJ0932  USGS QUAD   -  HAMMOND (1994)
 BJ0932
 BJ0932                         *CURRENT SURVEY CONTROL
 BJ0932  ___________________________________________________________________
 BJ0932* NAD 83(1986)-  30 30 27.     (N)    090 27 46.     (W)     SCALED    
 BJ0932* NAVD 88     -        13.226  (meters)      43.39   (feet)  ADJUSTED  
 BJ0932  ___________________________________________________________________
 BJ0932  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ0932  DYNAMIC HT  -          13.209 (meters)      43.34  (feet)  COMP
 BJ0932  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ0932
 BJ0932  VERT ORDER  -  FIRST     CLASS I
 BJ0932
 BJ0932.The horizontal coordinates were scaled from a topographic map and have
 BJ0932.an estimated accuracy of +/- 6 seconds.
 BJ0932
 BJ0932.The orthometric height was determined by differential leveling
 BJ0932.and adjusted by the National Geodetic Survey in February 1994..
 BJ0932
 BJ0932.The geoid height was determined by GEOID03.
 BJ0932
 BJ0932.The dynamic height is computed by dividing the NAVD 88
 BJ0932.geopotential number by the normal gravity value computed on the
 BJ0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0932.degrees latitude (g = 980.6199 gals.).
 BJ0932
 BJ0932.The modeled gravity was interpolated from observed gravity values.
 BJ0932
 BJ0932;                    North         East    Units  Estimated Accuracy
 BJ0932;SPC LA S     -   222,840.    1,083,560.      MT  (+/- 180 meters Scaled)
 BJ0932
 BJ0932                          SUPERSEDED SURVEY CONTROL
 BJ0932
 BJ0932  NAVD 88 (06/15/91)   13.261  (m)           43.51   (f) UNKNOWN     1 1
 BJ0932  NGVD 29 (??/??/??)   13.241  (m)           43.44   (f) ADJUSTED    1 1
 BJ0932
 BJ0932.Superseded values are not recommended for survey control.
 BJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0932.See file dsdata.txt to determine how the superseded data were derived.
 BJ0932
 BJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP434777(NAD 83)
 BJ0932_MARKER: DV = VERTICAL CONTROL DISK
 BJ0932_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0932_SP_SET: COPPER-CLAD STEEL ROD
 BJ0932_STAMPING: Z 294 1976
 BJ0932_MARK LOGO: NGS   
 BJ0932_PROJECTION: FLUSH
 BJ0932_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ0932+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 BJ0932_ROD/PIPE-DEPTH: 15.6 meters
 BJ0932
 BJ0932  HISTORY     - Date     Condition        Report By
 BJ0932  HISTORY     - 1976     MONUMENTED       NGS
 BJ0932  HISTORY     - 1986     GOOD             NGS
 BJ0932  HISTORY     - 19920611 GOOD             NGS
 BJ0932  HISTORY     - 20060720 GOOD             NGS
 BJ0932
 BJ0932                          STATION DESCRIPTION
 BJ0932
 BJ0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0932'IN HAMMOND.
 BJ0932'AT HAMMOND, AT THE JUNCTION OF NORTHWEST RAILROAD AVENUE AND WEST
 BJ0932'CHURCH STREET, 135 FT NORTH OF THE EXTENDED CENTER LINE OF THE
 BJ0932'STREET, 38 FT EAST OF THE CENTER LINE OF THE AVENUE, 61.3 FT WEST
 BJ0932'OF THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 21.5 FT
 BJ0932'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE RAILROAD STATION
 BJ0932'FREIGHT BUILDING, 1 FT NORTH OF TELEPHONE POLE 15180, 1 FT WEST OF
 BJ0932'A VERTICAL RAILROAD RAIL WHICH PROJECTS 1.5 FT ABOVE THE GROUND.
 BJ0932'THE DISK IS 0.5 FT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 BJ0932'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BJ0932
 BJ0932                          STATION RECOVERY (1986)
 BJ0932
 BJ0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ0932'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 BJ0932'FOLLOWING CORRECTIONS.  DELETE 1.0 FEET WEST OF A VERTICAL RAILROAD
 BJ0932'RAIL WHICH PROJECTS 1.5 FEET ABOVE THE GROUND AND DELETE THE MARK IS
 BJ0932'LOCATED 1 FOOT SOUTH FROM A WITNESS POST.
 BJ0932
 BJ0932                          STATION RECOVERY (1992)
 BJ0932
 BJ0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ0932'IN HAMMOND, AT 300 NORTHWEST RAILROAD AVENUE, 41.2 M (135.2 FT)
 BJ0932'NORTH-NORTHWEST OF THE CENTER OF WEST CHURCH STREET, 23.1 M (75.8 FT)
 BJ0932'SOUTHWEST OF THE NEAR RAIL, 11.3 M (37.1 FT) NORTHEAST OF THE CENTER
 BJ0932'OF THE AVENUE, 6.6 M (21.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 BJ0932'THE ILLINOIS CENTRAL RAILROAD STATION AT 300 NORTHWEST RAILROAD
 BJ0932'AVENUE, 0.3 M (1.0 FT) NORTHWEST OF UTILITY POLE NUMBER 15180, AND
 BJ0932'0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE
 BJ0932'DISK IS THROUGH A 4-INCH PVC SCREW CAP AND IS RECESSED 0.1 M
 BJ0932'(0.3 FT) BELOW THE GROUND SURFACE.
 BJ0932
 BJ0932                          STATION RECOVERY (2006)
 BJ0932
 BJ0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BJ0932'ILLINOIS CENTRAL RR IS NOW PART OF CANADIAN NATIONAL RR.  SCREW CAP
 BJ0932'HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0772 ***********************************************************************
 BK0772  DESIGNATION -  Z 30
 BK0772  PID         -  BK0772
 BK0772  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0772  USGS QUAD   -  KINDER (1994)
 BK0772
 BK0772                         *CURRENT SURVEY CONTROL
 BK0772  ___________________________________________________________________
 BK0772* NAD 83(1986)-  30 28 56.     (N)    092 45 26.     (W)     SCALED    
 BK0772* NAVD 88     -        15.07   (+/-2cm)      49.4    (feet)  VERTCON   
 BK0772  ___________________________________________________________________
 BK0772  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0772
 BK0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0772
 BK0772.The horizontal coordinates were scaled from a topographic map and have
 BK0772.an estimated accuracy of +/- 6 seconds.
 BK0772
 BK0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0772.The vertical order pertains to the NGVD 29 superseded value.
 BK0772
 BK0772.The geoid height was determined by GEOID03.
 BK0772
 BK0772;                    North         East    Units  Estimated Accuracy
 BK0772;SPC LA S     -   220,570.      863,290.      MT  (+/- 180 meters Scaled)
 BK0772
 BK0772                          SUPERSEDED SURVEY CONTROL
 BK0772
 BK0772  NGVD 29 (??/??/??)   15.009  (m)           49.24   (f) ADJUSTED    2 0
 BK0772
 BK0772.Superseded values are not recommended for survey control.
 BK0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0772.See file dsdata.txt to determine how the superseded data were derived.
 BK0772
 BK0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP233722(NAD 83)
 BK0772_MARKER: DB = BENCH MARK DISK
 BK0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0772_STAMPING: Z 30 1935
 BK0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0772+STABILITY: SURFACE MOTION
 BK0772
 BK0772  HISTORY     - Date     Condition        Report By
 BK0772  HISTORY     - 1935     MONUMENTED       CGS
 BK0772  HISTORY     - 1982     MARK NOT FOUND   USGS
 BK0772  HISTORY     - 19981016 MARK NOT FOUND   USPSQD
 BK0772  HISTORY     - 20031105 MARK NOT FOUND   USPSQD
 BK0772
 BK0772                          STATION DESCRIPTION
 BK0772
 BK0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK0772'3.0 MI W FROM ELTON.
 BK0772'3.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 BK0772'ELTON, JEFFERSON DAVIS PARISH, 160 YARDS WEST OF MILEPOST 550, AT A
 BK0772'ROAD CROSSING, 39 FEET NORTH OF THE CENTERLINE OF THE TRACK, 29 FEET
 BK0772'EAST OF THE CENTERLINE OF THE ROAD, AND NEAR A FENCE CORNER.  A
 BK0772'STANDARD DISK, STAMPED Z 30 1935 AND SET IN THE TOP OF A CONCRETE
 BK0772'POST.
 BK0772
 BK0772                          STATION RECOVERY (1982)
 BK0772
 BK0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BK0772'MARK NOT FOUND.
 BK0772
 BK0772                          STATION RECOVERY (1998)
 BK0772
 BK0772'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK0772'MARK NOT FOUND.
 BK0772
 BK0772                          STATION RECOVERY (2003)
 BK0772
 BK0772'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BK0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2300 ***********************************************************************
 BX2300  DESIGNATION -  Z 301
 BX2300  PID         -  BX2300
 BX2300  STATE/COUNTY-  LA/NATCHITOCHES
 BX2300  USGS QUAD   -  ALOHA (1992)
 BX2300
 BX2300                         *CURRENT SURVEY CONTROL
 BX2300  ___________________________________________________________________
 BX2300* NAD 83(1986)-  31 33 58.     (N)    092 46 46.     (W)     SCALED    
 BX2300* NAVD 88     -        29.487  (meters)      96.74   (feet)  ADJUSTED  
 BX2300  ___________________________________________________________________
 BX2300  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BX2300  DYNAMIC HT  -          29.452 (meters)      96.63  (feet)  COMP
 BX2300  MODELED GRAV-     979,446.4   (mgal)                       NAVD 88
 BX2300
 BX2300  VERT ORDER  -  FIRST     CLASS I
 BX2300
 BX2300.The horizontal coordinates were scaled from a topographic map and have
 BX2300.an estimated accuracy of +/- 6 seconds.
 BX2300
 BX2300.The orthometric height was determined by differential leveling
 BX2300.and adjusted by the National Geodetic Survey in February 1994..
 BX2300
 BX2300.The geoid height was determined by GEOID03.
 BX2300
 BX2300.The dynamic height is computed by dividing the NAVD 88
 BX2300.geopotential number by the normal gravity value computed on the
 BX2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2300.degrees latitude (g = 980.6199 gals.).
 BX2300
 BX2300.The modeled gravity was interpolated from observed gravity values.
 BX2300
 BX2300;                    North         East    Units  Estimated Accuracy
 BX2300;SPC LA N     -   118,240.      973,470.      MT  (+/- 180 meters Scaled)
 BX2300
 BX2300                          SUPERSEDED SURVEY CONTROL
 BX2300
 BX2300  NAVD 88 (06/15/91)   29.486  (m)           96.74   (f) UNKNOWN     1 1
 BX2300  NGVD 29 (??/??/??)   29.501  (m)           96.79   (f) ADJUSTED    1 1
 BX2300
 BX2300.Superseded values are not recommended for survey control.
 BX2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2300.See file dsdata.txt to determine how the superseded data were derived.
 BX2300
 BX2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ209923(NAD 83)
 BX2300_MARKER: DB = BENCH MARK DISK
 BX2300_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2300+WITH SETTING: INTO GROUND
 BX2300_SP_SET: METAL ROD WITH BASE PLATE
 BX2300_STAMPING: Z 301 1977
 BX2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2300+STABILITY: SURFACE MOTION
 BX2300
 BX2300  HISTORY     - Date     Condition        Report By
 BX2300  HISTORY     - 1977     MONUMENTED       NGS
 BX2300
 BX2300                          STATION DESCRIPTION
 BX2300
 BX2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2300'12.8 MI NE FROM CLOUTIERVILLE.
 BX2300'7.85 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2300'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 4.95 MILES
 BX2300'SOUTHEAST ALONG THE LEVEE, 65 FEET SOUTH OF THE CENTER OF LEVEE,
 BX2300'50 FEET SOUTH OF MILEPOST NO. 33 AND 2 FEET NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2249 ***********************************************************************
 BX2249  DESIGNATION -  Z 302
 BX2249  PID         -  BX2249
 BX2249  STATE/COUNTY-  LA/RAPIDES
 BX2249  USGS QUAD   -  CHENEYVILLE (1992)
 BX2249
 BX2249                         *CURRENT SURVEY CONTROL
 BX2249  ___________________________________________________________________
 BX2249* NAD 83(1986)-  31 07 01.     (N)    092 15 17.     (W)     SCALED    
 BX2249* NAVD 88     -        18.250  (meters)      59.88   (feet)  ADJUSTED  
 BX2249  ___________________________________________________________________
 BX2249  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BX2249  DYNAMIC HT  -          18.227 (meters)      59.80  (feet)  COMP
 BX2249  MODELED GRAV-     979,389.9   (mgal)                       NAVD 88
 BX2249
 BX2249  VERT ORDER  -  FIRST     CLASS I
 BX2249
 BX2249.The horizontal coordinates were scaled from a topographic map and have
 BX2249.an estimated accuracy of +/- 6 seconds.
 BX2249
 BX2249.The orthometric height was determined by differential leveling
 BX2249.and adjusted by the National Geodetic Survey in February 1994..
 BX2249
 BX2249.The geoid height was determined by GEOID03.
 BX2249
 BX2249.The dynamic height is computed by dividing the NAVD 88
 BX2249.geopotential number by the normal gravity value computed on the
 BX2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2249.degrees latitude (g = 980.6199 gals.).
 BX2249
 BX2249.The modeled gravity was interpolated from observed gravity values.
 BX2249
 BX2249;                    North         East    Units  Estimated Accuracy
 BX2249;SPC LA N     -    68,430.    1,023,400.      MT  (+/- 180 meters Scaled)
 BX2249
 BX2249                          SUPERSEDED SURVEY CONTROL
 BX2249
 BX2249  NAVD 88 (06/15/91)   18.254  (m)           59.89   (f) UNKNOWN     1 1
 BX2249  NGVD 29 (??/??/??)   18.224  (m)           59.79   (f) ADJUSTED    1 1
 BX2249
 BX2249.Superseded values are not recommended for survey control.
 BX2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2249.See file dsdata.txt to determine how the superseded data were derived.
 BX2249
 BX2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ710428(NAD 83)
 BX2249_MARKER: DB = BENCH MARK DISK
 BX2249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2249_SP_SET: DRILL IN CONCRETE HEADWALL
 BX2249_STAMPING: Z 302 1977
 BX2249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2249
 BX2249  HISTORY     - Date     Condition        Report By
 BX2249  HISTORY     - 1977     MONUMENTED       NGS
 BX2249  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX2249
 BX2249                          STATION DESCRIPTION
 BX2249
 BX2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2249'0.9 MI NW FROM ECHO.
 BX2249'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 BX2249'AT ECHO, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 BX2249'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 20 FEET SOUTH OF THE
 BX2249'CENTERLINE, AND AT THE EAST END OF THE CULVERT
 BX2249
 BX2249                          STATION RECOVERY (1999)
 BX2249
 BX2249'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2308 ***********************************************************************
 BX2308  DESIGNATION -  Z 303
 BX2308  PID         -  BX2308
 BX2308  STATE/COUNTY-  LA/NATCHITOCHES
 BX2308  USGS QUAD   -  CLOUTIERVILLE (1983)
 BX2308
 BX2308                         *CURRENT SURVEY CONTROL
 BX2308  ___________________________________________________________________
 BX2308* NAD 83(1986)-  31 36 51.     (N)    092 52 35.     (W)     SCALED    
 BX2308* NAVD 88     -        29.560  (meters)      96.98   (feet)  ADJUSTED  
 BX2308  ___________________________________________________________________
 BX2308  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BX2308  DYNAMIC HT  -          29.525 (meters)      96.87  (feet)  COMP
 BX2308  MODELED GRAV-     979,447.8   (mgal)                       NAVD 88
 BX2308
 BX2308  VERT ORDER  -  FIRST     CLASS I
 BX2308
 BX2308.The horizontal coordinates were scaled from a topographic map and have
 BX2308.an estimated accuracy of +/- 6 seconds.
 BX2308
 BX2308.The orthometric height was determined by differential leveling
 BX2308.and adjusted by the National Geodetic Survey in February 1994..
 BX2308
 BX2308.The geoid height was determined by GEOID03.
 BX2308
 BX2308.The dynamic height is computed by dividing the NAVD 88
 BX2308.geopotential number by the normal gravity value computed on the
 BX2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2308.degrees latitude (g = 980.6199 gals.).
 BX2308
 BX2308.The modeled gravity was interpolated from observed gravity values.
 BX2308
 BX2308;                    North         East    Units  Estimated Accuracy
 BX2308;SPC LA N     -   123,600.      964,290.      MT  (+/- 180 meters Scaled)
 BX2308
 BX2308                          SUPERSEDED SURVEY CONTROL
 BX2308
 BX2308  NAVD 88 (06/15/91)   29.559  (m)           96.98   (f) UNKNOWN     1 1
 BX2308  NGVD 29 (??/??/??)   29.581  (m)           97.05   (f) ADJUSTED    1 1
 BX2308
 BX2308.Superseded values are not recommended for survey control.
 BX2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2308.See file dsdata.txt to determine how the superseded data were derived.
 BX2308
 BX2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ117976(NAD 83)
 BX2308_MARKER: DB = BENCH MARK DISK
 BX2308_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2308+WITH SETTING: INTO GROUND
 BX2308_SP_SET: METAL ROD WITH BASE PLATE
 BX2308_STAMPING: Z 303 1977
 BX2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2308+STABILITY: SURFACE MOTION
 BX2308
 BX2308  HISTORY     - Date     Condition        Report By
 BX2308  HISTORY     - 1977     MONUMENTED       NGS
 BX2308  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX2308  HISTORY     - 20010922 MARK NOT FOUND   USPSQD
 BX2308
 BX2308                          STATION DESCRIPTION
 BX2308
 BX2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2308'10.2 MI NW FROM CLOUTIERVILLE.
 BX2308'7.8 MILES NORTHEAST ALONG STATE HIGHWAYS 495 AND 491 FROM THE
 BX2308'JUNCTION OF STATE HIGHWAY 1 AT CLOUTIERVILLE, THENCE 2.4 MILES
 BX2308'NORTHWEST ALONG THE LEVEE, 95 FEET SOUTHWEST OF THE CENTER OF
 BX2308'THE LEVEE, 38 FEET NORTHEAST OF A FENCE, AND 8 FEET NORTHWEST
 BX2308'OF A POWER POLE.
 BX2308
 BX2308                          STATION RECOVERY (1981)
 BX2308
 BX2308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX2308'MARK NOT FOUND.
 BX2308
 BX2308                          STATION RECOVERY (2001)
 BX2308
 BX2308'RECOVERY NOTE BY US POWER SQUADRON 2001 (GCM)
 BX2308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2345 ***********************************************************************
 BX2345  DESIGNATION -  Z 304
 BX2345  PID         -  BX2345
 BX2345  STATE/COUNTY-  LA/NATCHITOCHES
 BX2345  USGS QUAD   -  POWHATAN (1992)
 BX2345
 BX2345                         *CURRENT SURVEY CONTROL
 BX2345  ___________________________________________________________________
 BX2345* NAD 83(1986)-  31 51 41.     (N)    093 08 08.     (W)     SCALED    
 BX2345* NAVD 88     -        36.552  (meters)     119.92   (feet)  ADJUSTED  
 BX2345  ___________________________________________________________________
 BX2345  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX2345  DYNAMIC HT  -          36.509 (meters)     119.78  (feet)  COMP
 BX2345  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 BX2345
 BX2345  VERT ORDER  -  FIRST     CLASS I
 BX2345
 BX2345.The horizontal coordinates were scaled from a topographic map and have
 BX2345.an estimated accuracy of +/- 6 seconds.
 BX2345
 BX2345.The orthometric height was determined by differential leveling
 BX2345.and adjusted by the National Geodetic Survey in February 1994..
 BX2345
 BX2345.The geoid height was determined by GEOID03.
 BX2345
 BX2345.The dynamic height is computed by dividing the NAVD 88
 BX2345.geopotential number by the normal gravity value computed on the
 BX2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2345.degrees latitude (g = 980.6199 gals.).
 BX2345
 BX2345.The modeled gravity was interpolated from observed gravity values.
 BX2345
 BX2345;                    North         East    Units  Estimated Accuracy
 BX2345;SPC LA N     -   151,120.      939,860.      MT  (+/- 180 meters Scaled)
 BX2345
 BX2345                          SUPERSEDED SURVEY CONTROL
 BX2345
 BX2345  NAVD 88 (06/15/91)   36.551  (m)          119.92   (f) UNKNOWN     1 1
 BX2345  NGVD 29 (??/??/??)   36.601  (m)          120.08   (f) ADJUSTED    1 1
 BX2345
 BX2345.Superseded values are not recommended for survey control.
 BX2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2345.See file dsdata.txt to determine how the superseded data were derived.
 BX2345
 BX2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR871250(NAD 83)
 BX2345_MARKER: DB = BENCH MARK DISK
 BX2345_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BX2345+WITH SETTING: INTO GROUND
 BX2345_SP_SET: METAL ROD WITH BASE PLATE
 BX2345_STAMPING: Z 304 1977
 BX2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2345+STABILITY: SURFACE MOTION
 BX2345
 BX2345  HISTORY     - Date     Condition        Report By
 BX2345  HISTORY     - 1977     MONUMENTED       NGS
 BX2345
 BX2345                          STATION DESCRIPTION
 BX2345
 BX2345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BX2345'5.0 MI SE FROM POWHATAN.
 BX2345'4.0 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BX2345'JUNCTION OF STATE HIGHWAY 485 AT POWHATAN, THENCE 1.0 MILE NORTH-
 BX2345'NORTHEAST ALONG A GRAVEL ROAD, 24 FEET NORTH-NORTHEAST OF A
 BX2345'UNDERGROUND CABLE WARNING SIGN, 81 FEET SOUTH OF A POWERLINE POLE
 BX2345'WITH 4 SLACK GUY WIRES, 22 FEET EAST SOU-THEAST OF THE CENTERLINE
 BX2345'OF THE ROAD, 6 FEET NORTH OF A JUNCTION FENCE POST, AND 5 FEET
 BX2345'NORTHWEST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2116 ***********************************************************************
 CQ2116  DESIGNATION -  Z 305
 CQ2116  PID         -  CQ2116
 CQ2116  STATE/COUNTY-  LA/CADDO
 CQ2116  USGS QUAD   -  SHREVEPORT EAST (1992)
 CQ2116
 CQ2116                         *CURRENT SURVEY CONTROL
 CQ2116  ___________________________________________________________________
 CQ2116* NAD 83(1986)-  32 29 08.     (N)    093 42 32.     (W)     SCALED    
 CQ2116* NAVD 88     -        49.791  (meters)     163.36   (feet)  ADJUSTED  
 CQ2116  ___________________________________________________________________
 CQ2116  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CQ2116  DYNAMIC HT  -          49.735 (meters)     163.17  (feet)  COMP
 CQ2116  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 CQ2116
 CQ2116  VERT ORDER  -  FIRST     CLASS I
 CQ2116
 CQ2116.The horizontal coordinates were scaled from a topographic map and have
 CQ2116.an estimated accuracy of +/- 6 seconds.
 CQ2116
 CQ2116.The orthometric height was determined by differential leveling
 CQ2116.and adjusted by the National Geodetic Survey in June 1991..
 CQ2116
 CQ2116.The geoid height was determined by GEOID03.
 CQ2116
 CQ2116.The dynamic height is computed by dividing the NAVD 88
 CQ2116.geopotential number by the normal gravity value computed on the
 CQ2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2116.degrees latitude (g = 980.6199 gals.).
 CQ2116
 CQ2116.The modeled gravity was interpolated from observed gravity values.
 CQ2116
 CQ2116;                    North         East    Units  Estimated Accuracy
 CQ2116;SPC LA N     -   220,790.      886,380.      MT  (+/- 180 meters Scaled)
 CQ2116
 CQ2116                          SUPERSEDED SURVEY CONTROL
 CQ2116
 CQ2116  NGVD 29 (??/??/??)   49.857  (m)          163.57   (f) ADJUSTED    1 1
 CQ2116
 CQ2116.Superseded values are not recommended for survey control.
 CQ2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2116.See file dsdata.txt to determine how the superseded data were derived.
 CQ2116
 CQ2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR333944(NAD 83)
 CQ2116_MARKER: DB = BENCH MARK DISK
 CQ2116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CQ2116_SP_SET: DRILL CONCRETE HEADWALL
 CQ2116_STAMPING: Z 305 1977
 CQ2116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CQ2116
 CQ2116  HISTORY     - Date     Condition        Report By
 CQ2116  HISTORY     - 1977     MONUMENTED       NGS
 CQ2116  HISTORY     - 1989     GOOD             USPSQD
 CQ2116
 CQ2116                          STATION DESCRIPTION
 CQ2116
 CQ2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2116'2.6 MI NE FROM SHREVEPORT.
 CQ2116'1.6 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE SOUTHFIELD STATION
 CQ2116'POST OFFICE AT SHREVEPORT, THENCE 1.0 MILE EAST ALONG STATE HIGH-
 CQ2116'WAY 3032, ACROSS SERVICE ROAD FROM THE REDEEMER LUTHERAN CHURCH,
 CQ2116'WEST OF THE CENTER OF THE WEST BOUND LANE OF HIGHWAY, 31 FEET
 CQ2116'SOUTHEAST OF THE CENTERLINE OF THE SERVICE ROAD, SET IN THE TOP
 CQ2116'OF THE NORTHWEST END OF A CONCRETE HEADWALL OF A PIPE CULVERT.
 CQ2116
 CQ2116                          STATION RECOVERY (1989)
 CQ2116
 CQ2116'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWR)
 CQ2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2162 ***********************************************************************
 CQ2162  DESIGNATION -  Z 306
 CQ2162  PID         -  CQ2162
 CQ2162  STATE/COUNTY-  LA/CADDO
 CQ2162  USGS QUAD   -  GILLIAM (1971)
 CQ2162
 CQ2162                         *CURRENT SURVEY CONTROL
 CQ2162  ___________________________________________________________________
 CQ2162* NAD 83(1986)-  32 46 48.     (N)    093 49 17.     (W)     SCALED    
 CQ2162* NAVD 88     -        58.448  (meters)     191.76   (feet)  ADJUSTED  
 CQ2162  ___________________________________________________________________
 CQ2162  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CQ2162  DYNAMIC HT  -          58.383 (meters)     191.54  (feet)  COMP
 CQ2162  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 CQ2162
 CQ2162  VERT ORDER  -  FIRST     CLASS I
 CQ2162
 CQ2162.The horizontal coordinates were scaled from a topographic map and have
 CQ2162.an estimated accuracy of +/- 6 seconds.
 CQ2162
 CQ2162.The orthometric height was determined by differential leveling
 CQ2162.and adjusted by the National Geodetic Survey in June 1991..
 CQ2162
 CQ2162.The geoid height was determined by GEOID03.
 CQ2162
 CQ2162.The dynamic height is computed by dividing the NAVD 88
 CQ2162.geopotential number by the normal gravity value computed on the
 CQ2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2162.degrees latitude (g = 980.6199 gals.).
 CQ2162
 CQ2162.The modeled gravity was interpolated from observed gravity values.
 CQ2162
 CQ2162;                    North         East    Units  Estimated Accuracy
 CQ2162;SPC LA N     -   253,560.      876,210.      MT  (+/- 180 meters Scaled)
 CQ2162
 CQ2162                          SUPERSEDED SURVEY CONTROL
 CQ2162
 CQ2162  NGVD 29 (??/??/??)   58.508  (m)          191.96   (f) ADJUSTED    1 1
 CQ2162
 CQ2162.Superseded values are not recommended for survey control.
 CQ2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2162.See file dsdata.txt to determine how the superseded data were derived.
 CQ2162
 CQ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS230271(NAD 83)
 CQ2162_MARKER: DB = BENCH MARK DISK
 CQ2162_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2162+WITH SETTING: INTO GROUND
 CQ2162_SP_SET: METAL ROD WITH BASE PLATE
 CQ2162_STAMPING: Z 306 1977
 CQ2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2162+STABILITY: SURFACE MOTION
 CQ2162
 CQ2162  HISTORY     - Date     Condition        Report By
 CQ2162  HISTORY     - 1977     MONUMENTED       NGS
 CQ2162
 CQ2162                          STATION DESCRIPTION
 CQ2162
 CQ2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2162'6.7 MI NORTH FROM BELCHER.
 CQ2162'0.6 MILE NORTH ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE AT
 CQ2162'BELCHER, THENCE 2.7 MILES EAST ALONG BELCHER RIVER ROAD, THENCE
 CQ2162'3.4 MILES NORTH AND WEST ALONG LEVEE, 44 FEET SOUTH OF THE CENTER
 CQ2162'OF THE LEVEE, AND 2 FEET NORTH OF A BARBED WIRE FENCE. ALSO 0.05
 CQ2162'EAST OF THE EXTENDED CENTERLINE OF A DRIVEWAY WHICH IS ACROSS A
 CQ2162'PAVED ROAD AND BETWEEN 2 ORANGE WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2142 ***********************************************************************
 CQ2142  DESIGNATION -  Z 307
 CQ2142  PID         -  CQ2142
 CQ2142  STATE/COUNTY-  LA/CADDO
 CQ2142  USGS QUAD   -  DIXIE (1982)
 CQ2142
 CQ2142                         *CURRENT SURVEY CONTROL
 CQ2142  ___________________________________________________________________
 CQ2142* NAD 83(1986)-  32 39 37.     (N)    093 47 31.     (W)     SCALED    
 CQ2142* NAVD 88     -        54.354  (meters)     178.33   (feet)  ADJUSTED  
 CQ2142  ___________________________________________________________________
 CQ2142  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CQ2142  DYNAMIC HT  -          54.294 (meters)     178.13  (feet)  COMP
 CQ2142  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CQ2142
 CQ2142  VERT ORDER  -  FIRST     CLASS I
 CQ2142
 CQ2142.The horizontal coordinates were scaled from a topographic map and have
 CQ2142.an estimated accuracy of +/- 6 seconds.
 CQ2142
 CQ2142.The orthometric height was determined by differential leveling
 CQ2142.and adjusted by the National Geodetic Survey in June 1991..
 CQ2142
 CQ2142.The geoid height was determined by GEOID03.
 CQ2142
 CQ2142.The dynamic height is computed by dividing the NAVD 88
 CQ2142.geopotential number by the normal gravity value computed on the
 CQ2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ2142.degrees latitude (g = 980.6199 gals.).
 CQ2142
 CQ2142.The modeled gravity was interpolated from observed gravity values.
 CQ2142
 CQ2142;                    North         East    Units  Estimated Accuracy
 CQ2142;SPC LA N     -   240,250.      878,810.      MT  (+/- 180 meters Scaled)
 CQ2142
 CQ2142                          SUPERSEDED SURVEY CONTROL
 CQ2142
 CQ2142  NGVD 29 (??/??/??)   54.408  (m)          178.50   (f) ADJUSTED    1 1
 CQ2142
 CQ2142.Superseded values are not recommended for survey control.
 CQ2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2142.See file dsdata.txt to determine how the superseded data were derived.
 CQ2142
 CQ2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS257139(NAD 83)
 CQ2142_MARKER: DB = BENCH MARK DISK
 CQ2142_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CQ2142+WITH SETTING: INTO GROUND
 CQ2142_SP_SET: METAL ROD WITH BASE PLATE
 CQ2142_STAMPING: Z 307 1977
 CQ2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ2142+STABILITY: SURFACE MOTION
 CQ2142
 CQ2142  HISTORY     - Date     Condition        Report By
 CQ2142  HISTORY     - 1977     MONUMENTED       NGS
 CQ2142  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CQ2142  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 CQ2142
 CQ2142                          STATION DESCRIPTION
 CQ2142
 CQ2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2142'4.9 MI SE FROM DIXIE.
 CQ2142'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 3049 FROM THE POST OFFICE
 CQ2142'AT DIXIE, THENCE 0.9 MILE NORTHEAST ALONG SENTELL ROAD, 26 FEET
 CQ2142'NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING WEST, 28
 CQ2142'FEET NORTHWEST OF THE NORTH CORNER OF A HOUSE, 31 FEET EAST OF
 CQ2142'THE CENTER LINE OF THE ROAD, AND 5 FEET SOUTH OF A POWERLINE POLE.
 CQ2142
 CQ2142                          STATION RECOVERY (1989)
 CQ2142
 CQ2142'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 CQ2142'MARK NOT FOUND.
 CQ2142
 CQ2142                          STATION RECOVERY (1999)
 CQ2142
 CQ2142'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ2142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2435 ***********************************************************************
 CQ2435  DESIGNATION -  Z 329
 CQ2435  PID         -  CQ2435
 CQ2435  STATE/COUNTY-  LA/BIENVILLE
 CQ2435  USGS QUAD   -  FRYEBURG (1986)
 CQ2435
 CQ2435                         *CURRENT SURVEY CONTROL
 CQ2435  ___________________________________________________________________
 CQ2435* NAD 83(1986)-  32 27 06.     (N)    093 14 16.     (W)     SCALED    
 CQ2435* NAVD 88     -        82.80   (+/-2cm)     271.7    (feet)  VERTCON   
 CQ2435  ___________________________________________________________________
 CQ2435  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CQ2435
 CQ2435  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2435
 CQ2435.The horizontal coordinates were scaled from a topographic map and have
 CQ2435.an estimated accuracy of +/- 6 seconds.
 CQ2435
 CQ2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2435.The vertical order pertains to the NGVD 29 superseded value.
 CQ2435
 CQ2435.The geoid height was determined by GEOID03.
 CQ2435
 CQ2435;                    North         East    Units  Estimated Accuracy
 CQ2435;SPC LA N     -   216,630.      930,630.      MT  (+/- 180 meters Scaled)
 CQ2435
 CQ2435                          SUPERSEDED SURVEY CONTROL
 CQ2435
 CQ2435  NGVD 29 (??/??/??)   82.868  (m)          271.88   (f) ADJUSTED    1 1
 CQ2435
 CQ2435.Superseded values are not recommended for survey control.
 CQ2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2435.See file dsdata.txt to determine how the superseded data were derived.
 CQ2435
 CQ2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR776905(NAD 83)
 CQ2435_MARKER: DB = BENCH MARK DISK
 CQ2435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2435_SP_SET: 35 FT 5/8 IN ROD
 CQ2435_STAMPING: Z 329 1977
 CQ2435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2435
 CQ2435  HISTORY     - Date     Condition        Report By
 CQ2435  HISTORY     - 1977     MONUMENTED       NGS
 CQ2435
 CQ2435                          STATION DESCRIPTION
 CQ2435
 CQ2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2435'1.8 MI N FROM FRYEBURG.
 CQ2435'1.8 MILES NORTH ALONG STATE HIGHWAY 792 FROM THE JUNCTION WITH STATE
 CQ2435'HIGHWAY 516 AT FRYEBURG, THENCE 1.3 MILES NORTH ON PARISH ROAD  173,
 CQ2435'AT THE OUTSIDE OF A CURVE, 73 FEET EAST OF THE CENTER LINE OF THE
 CQ2435'ROAD, 28 FT SOUTHEAST OF THE CENTER LINE OF A FAINT TRACK ROAD LEADING
 CQ2435'EAST, 10 FEET SOUTH WEST OF A GUY WIRE, AND 9 FEET NORTHEAST OF A VINE
 CQ2435'COVERED POWER POLE WITH TWO GUY WIRES.
 CQ2435'A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 35 FT ENCASED
 CQ2435'IN A PIPE PROJECTING +3 INCHES.
 CQ2435'ABOUT LEVEL WITH ROAD
 CQ2435'1 FOOT NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2465 ***********************************************************************
 CQ2465  DESIGNATION -  Z 330
 CQ2465  PID         -  CQ2465
 CQ2465  STATE/COUNTY-  LA/BIENVILLE
 CQ2465  USGS QUAD   -  BIENVILLE (1986)
 CQ2465
 CQ2465                         *CURRENT SURVEY CONTROL
 CQ2465  ___________________________________________________________________
 CQ2465* NAD 83(1986)-  32 15 23.     (N)    092 53 58.     (W)     SCALED    
 CQ2465* NAVD 88     -        58.23   (+/-2cm)     191.0    (feet)  VERTCON   
 CQ2465  ___________________________________________________________________
 CQ2465  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CQ2465
 CQ2465  VERT ORDER  -  FIRST     CLASS I (See Below)
 CQ2465
 CQ2465.The horizontal coordinates were scaled from a topographic map and have
 CQ2465.an estimated accuracy of +/- 6 seconds.
 CQ2465
 CQ2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2465.The vertical order pertains to the NGVD 29 superseded value.
 CQ2465
 CQ2465.The geoid height was determined by GEOID03.
 CQ2465
 CQ2465;                    North         East    Units  Estimated Accuracy
 CQ2465;SPC LA N     -   194,810.      962,360.      MT  (+/- 180 meters Scaled)
 CQ2465
 CQ2465                          SUPERSEDED SURVEY CONTROL
 CQ2465
 CQ2465  NGVD 29 (??/??/??)   58.289  (m)          191.24   (f) ADJUSTED    1 1
 CQ2465
 CQ2465.Superseded values are not recommended for survey control.
 CQ2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2465.See file dsdata.txt to determine how the superseded data were derived.
 CQ2465
 CQ2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR094688(NAD 83)
 CQ2465_MARKER: DB = BENCH MARK DISK
 CQ2465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CQ2465_SP_SET: 10 FEET
 CQ2465_STAMPING: Z 330 1977
 CQ2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CQ2465
 CQ2465  HISTORY     - Date     Condition        Report By
 CQ2465  HISTORY     - 1977     MONUMENTED       NGS
 CQ2465
 CQ2465                          STATION DESCRIPTION
 CQ2465
 CQ2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CQ2465'3.3 MI NW FROM FRIENDSHIP.
 CQ2465'1.8 MILES NORTH ALONG STATE HIGHWAY 155 FROM THE JUNCTION OF STATE
 CQ2465'HIGHWAY 501 AT FRIENDSHIP, THENCE 1.5 MILES SOUTHWEST ALONG A DIRT
 CQ2465'ROAD, AT THE JUNCTION OF A TRACK ROAD LEADING WEST, 21 FEET EAST OF
 CQ2465'THE CENTER OF THE DIRT ROAD, 27 FEET NORTHEAST OF THE CENTER OF THE
 CQ2465'JUNCTION, 24 FEET NORTH OF THE EXTENDED CENTER OF THE TRACK ROAD,
 CQ2465'AND 2 FEET SOUTH OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1840 ***********************************************************************
 BW1840  DESIGNATION -  Z 336
 BW1840  PID         -  BW1840
 BW1840  STATE/COUNTY-  LA/CONCORDIA
 BW1840  USGS QUAD   -  NATCHEZ (1976)
 BW1840
 BW1840                         *CURRENT SURVEY CONTROL
 BW1840  ___________________________________________________________________
 BW1840* NAD 83(1986)-  31 32 47.     (N)    091 28 31.     (W)     SCALED    
 BW1840* NAVD 88     -        18.936  (meters)      62.13   (feet)  ADJUSTED  
 BW1840  ___________________________________________________________________
 BW1840  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW1840  DYNAMIC HT  -          18.913 (meters)      62.05  (feet)  COMP
 BW1840  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 BW1840
 BW1840  VERT ORDER  -  FIRST     CLASS II
 BW1840
 BW1840.The horizontal coordinates were scaled from a topographic map and have
 BW1840.an estimated accuracy of +/- 6 seconds.
 BW1840
 BW1840.The orthometric height was determined by differential leveling
 BW1840.and adjusted by the National Geodetic Survey in February 1994..
 BW1840
 BW1840.The geoid height was determined by GEOID03.
 BW1840
 BW1840.The dynamic height is computed by dividing the NAVD 88
 BW1840.geopotential number by the normal gravity value computed on the
 BW1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1840.degrees latitude (g = 980.6199 gals.).
 BW1840
 BW1840.The modeled gravity was interpolated from observed gravity values.
 BW1840
 BW1840;                    North         East    Units  Estimated Accuracy
 BW1840;SPC LA N     -   116,480.    1,097,300.      MT  (+/- 180 meters Scaled)
 BW1840
 BW1840                          SUPERSEDED SURVEY CONTROL
 BW1840
 BW1840  NAVD 88 (06/15/91)   18.954  (m)           62.18   (f) UNKNOWN     1 2
 BW1840  NGVD 29 (??/??/??)   18.932  (m)           62.11   (f) ADJUSTED    1 2
 BW1840
 BW1840.Superseded values are not recommended for survey control.
 BW1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1840.See file dsdata.txt to determine how the superseded data were derived.
 BW1840
 BW1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ447911(NAD 83)
 BW1840_MARKER: DB = BENCH MARK DISK
 BW1840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1840_SP_SET: STAINLESS STEEL ROD
 BW1840_STAMPING: Z 336 1979
 BW1840_PROJECTION: RECESSED 5 CENTIMETERS
 BW1840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1840_ROD/PIPE-DEPTH: 10.7 meters
 BW1840
 BW1840  HISTORY     - Date     Condition        Report By
 BW1840  HISTORY     - 1979     MONUMENTED       NGS
 BW1840
 BW1840                          STATION DESCRIPTION
 BW1840
 BW1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BW1840'3.3 MI SW FROM VIDALIA.
 BW1840'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF US
 BW1840'HIGHWAY 65 AND 84 IN VIDALIA, TO THE MARK ON THE RIGHT, SET ON THE
 BW1840'WEST SIDE OF POWER POLE 05,100, 309 FEET SOUTHEAST OF THE
 BW1840'SOUTHEAST CORNER OF A BRICK RANCH HOUSE, 85 FEET EAST OF THE
 BW1840'CENTER OF THE CONCRETE DRIVE WAY LEADING TO THE HOUSE, 39.2 FEET
 BW1840'NORTH OF THE CENTER LINE OF HIGHWAY 131, 3 FEET WEST OF POWER POLE
 BW1840'05,100.
 BW1840'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2274 ***********************************************************************
 CP2274  DESIGNATION -  Z 337
 CP2274  PID         -  CP2274
 CP2274  STATE/COUNTY-  LA/TENSAS
 CP2274  USGS QUAD   -  NEWELLTON (1994)
 CP2274
 CP2274                         *CURRENT SURVEY CONTROL
 CP2274  ___________________________________________________________________
 CP2274* NAD 83(1986)-  32 00 14.     (N)    091 11 12.     (W)     SCALED    
 CP2274* NAVD 88     -        29.624  (meters)      97.19   (feet)  ADJUSTED  
 CP2274  ___________________________________________________________________
 CP2274  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP2274  DYNAMIC HT  -          29.589 (meters)      97.08  (feet)  COMP
 CP2274  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 CP2274
 CP2274  VERT ORDER  -  FIRST     CLASS II
 CP2274
 CP2274.The horizontal coordinates were scaled from a topographic map and have
 CP2274.an estimated accuracy of +/- 6 seconds.
 CP2274
 CP2274.The orthometric height was determined by differential leveling
 CP2274.and adjusted by the National Geodetic Survey in February 1994..
 CP2274
 CP2274.The geoid height was determined by GEOID03.
 CP2274
 CP2274.The dynamic height is computed by dividing the NAVD 88
 CP2274.geopotential number by the normal gravity value computed on the
 CP2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2274.degrees latitude (g = 980.6199 gals.).
 CP2274
 CP2274.The modeled gravity was interpolated from observed gravity values.
 CP2274
 CP2274;                    North         East    Units  Estimated Accuracy
 CP2274;SPC LA N     -   167,500.    1,124,080.      MT  (+/- 180 meters Scaled)
 CP2274
 CP2274                          SUPERSEDED SURVEY CONTROL
 CP2274
 CP2274  NAVD 88 (06/15/91)   29.632  (m)           97.22   (f) UNKNOWN     1 2
 CP2274  NGVD 29 (??/??/??)   29.641  (m)           97.25   (f) ADJUSTED    1 2
 CP2274
 CP2274.Superseded values are not recommended for survey control.
 CP2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2274.See file dsdata.txt to determine how the superseded data were derived.
 CP2274
 CP2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR712423(NAD 83)
 CP2274_MARKER: DB = BENCH MARK DISK
 CP2274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2274_SP_SET: STAINLESS STEEL ROD
 CP2274_STAMPING: Z 337 1979
 CP2274_PROJECTION: RECESSED 5 CENTIMETERS
 CP2274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2274_ROD/PIPE-DEPTH: 9.14 meters
 CP2274
 CP2274  HISTORY     - Date     Condition        Report By
 CP2274  HISTORY     - 1979     MONUMENTED       NGS
 CP2274
 CP2274                          STATION DESCRIPTION
 CP2274
 CP2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2274'7.7 MI NE FROM ST JOSEPH.
 CP2274'7.7 MILES NORTHEAST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM
 CP2274'THE JUNCTION OF WASHINGTON STREET IN ST JOSEPH TO THE MARK ON THE
 CP2274'LEFT, SET ON THE SOUTHWEST SIDE OF LEVEE STATION MARKER 5600,
 CP2274'0.45 MILE NORTHEAST OF A CATTLE GUARD IN THE LEVEE ROAD, 15.5 FEET
 CP2274'NORTHWEST OF THE CENTER OF THE ROAD, AND 1.5 FEET SOUTHWEST OF
 CP2274'LEVEE STATION MARKER 5600.
 CP2274'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CP2274'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP2316 ***********************************************************************
 CP2316  DESIGNATION -  Z 338
 CP2316  PID         -  CP2316
 CP2316  STATE/COUNTY-  LA/MADISON
 CP2316  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2316
 CP2316                         *CURRENT SURVEY CONTROL
 CP2316  ___________________________________________________________________
 CP2316* NAD 83(1986)-  32 19 19.     (N)    090 55 42.     (W)     SCALED    
 CP2316* NAVD 88     -        35.008  (meters)     114.86   (feet)  ADJUSTED  
 CP2316  ___________________________________________________________________
 CP2316  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP2316  DYNAMIC HT  -          34.967 (meters)     114.72  (feet)  COMP
 CP2316  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CP2316  OBS GRAVITY -     979,489.4   (mgal)                       GRAV_OBS
 CP2316
 CP2316  VERT ORDER  -  FIRST     CLASS II
 CP2316
 CP2316.The horizontal coordinates were scaled from a topographic map and have
 CP2316.an estimated accuracy of +/- 6 seconds.
 CP2316
 CP2316.The orthometric height was determined by differential leveling
 CP2316.and adjusted by the National Geodetic Survey in February 1994..
 CP2316
 CP2316.The geoid height was determined by GEOID03.
 CP2316
 CP2316.The dynamic height is computed by dividing the NAVD 88
 CP2316.geopotential number by the normal gravity value computed on the
 CP2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2316.degrees latitude (g = 980.6199 gals.).
 CP2316
 CP2316.The modeled gravity was interpolated from observed gravity values.
 CP2316.The observed gravity was obtained from relative gravimeter ties
 CP2316.to the IGSN71 gravity network.
 CP2316
 CP2316;                    North         East    Units  Estimated Accuracy
 CP2316;SPC LA N     -   203,080.    1,147,980.      MT  (+/- 180 meters Scaled)
 CP2316
 CP2316                          SUPERSEDED SURVEY CONTROL
 CP2316
 CP2316  NAVD 88 (06/15/91)   35.008  (m)          114.86   (f) UNKNOWN     1 2
 CP2316  NGVD 29 (??/??/??)   35.040  (m)          114.96   (f) ADJUSTED    1 2
 CP2316
 CP2316.Superseded values are not recommended for survey control.
 CP2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2316.See file dsdata.txt to determine how the superseded data were derived.
 CP2316
 CP2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR950780(NAD 83)
 CP2316_MARKER: DB = BENCH MARK DISK
 CP2316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP2316_SP_SET: STAINLESS STEEL ROD
 CP2316_STAMPING: Z 338 1979
 CP2316_MARK LOGO: CGS   
 CP2316_PROJECTION: RECESSED 5 CENTIMETERS
 CP2316_MAGNETIC: I = MARKER IS A STEEL ROD
 CP2316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2316+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1996
 CP2316_ROD/PIPE-DEPTH: 6.10 meters
 CP2316
 CP2316  HISTORY     - Date     Condition        Report By
 CP2316  HISTORY     - 1979     MONUMENTED       NGS
 CP2316  HISTORY     - 19960301 POOR             NGS
 CP2316
 CP2316                          STATION DESCRIPTION
 CP2316
 CP2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CP2316'0.2 MI SW FROM DELTA.
 CP2316'0.2 MILES SOUTHWEST ALONG THE GRAVEL ROAD ON TOP THE LEVEE FROM THE
 CP2316'U.S. HIGHWAY 20 BRIDGE OVER THE LEVEE AT DELTA, SET ON THE NORTHWEST
 CP2316'SIDE OF THE FIRST CATTLE GUARD SOUTHWEST OF THE ROUTE 20 BRIDGE, 0.05
 CP2316'MILE SOUTHWEST OF THE CENTER OF A Y-JUNCTION LEADING NORTHWEST DOWN
 CP2316'OFF THE LEVEE TO A PAVED ROAD, 9.5 FEET NORTHWEST OF THE CENTER OF THE
 CP2316'CATTLE GUARD AND ROAD, 2 FEET WEST OF THE SOUTHEAST FENCE POST OF THE
 CP2316'CATTLE GUARD, AND 1 FOOT SOUTHWEST OF THE 4-FOOT HIGH BARB WIRE FENCE.
 CP2316'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 CP2316'THE MARK IS 1 FT BELOW ROAD.
 CP2316
 CP2316                          STATION RECOVERY (1996)
 CP2316
 CP2316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 CP2316'THE STATION WAS FOUND TO HAVE HAD THE DISK SHEARED OFF OF THE ROD
 CP2316'PROBABLY DURING THE RECONSTRUCTION OF THE CATTLEGUARD ADJACENT TO THE
 CP2316'STATION.  THE EXPOSED PORTION OF THE ROD HAS THE REMAINS OF THE BRASS
 CP2316'DISK SHAFT STILL ATTACHED TO THE ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2408 ***********************************************************************
 BK2408  DESIGNATION -  Z 378
 BK2408  PID         -  BK2408
 BK2408  STATE/COUNTY-  LA/ST LANDRY
 BK2408  USGS QUAD   -  OPELOUSAS (1992)
 BK2408
 BK2408                         *CURRENT SURVEY CONTROL
 BK2408  ___________________________________________________________________
 BK2408* NAD 83(1986)-  30 31 07.     (N)    092 04 06.     (W)     SCALED    
 BK2408* NAVD 88     -        21.239  (meters)      69.68   (feet)  ADJUSTED  
 BK2408  ___________________________________________________________________
 BK2408  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK2408  DYNAMIC HT  -          21.211 (meters)      69.59  (feet)  COMP
 BK2408  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 BK2408
 BK2408  VERT ORDER  -  FIRST     CLASS II
 BK2408
 BK2408.The horizontal coordinates were scaled from a topographic map and have
 BK2408.an estimated accuracy of +/- 6 seconds.
 BK2408
 BK2408.The orthometric height was determined by differential leveling
 BK2408.and adjusted by the National Geodetic Survey in February 1994..
 BK2408
 BK2408.The geoid height was determined by GEOID03.
 BK2408
 BK2408.The dynamic height is computed by dividing the NAVD 88
 BK2408.geopotential number by the normal gravity value computed on the
 BK2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2408.degrees latitude (g = 980.6199 gals.).
 BK2408
 BK2408.The modeled gravity was interpolated from observed gravity values.
 BK2408
 BK2408;                    North         East    Units  Estimated Accuracy
 BK2408;SPC LA S     -   223,980.      929,460.      MT  (+/- 180 meters Scaled)
 BK2408
 BK2408                          SUPERSEDED SURVEY CONTROL
 BK2408
 BK2408.No superseded survey control is available for this station.
 BK2408
 BK2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP893766(NAD 83)
 BK2408_MARKER: DB = BENCH MARK DISK
 BK2408_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2408_SP_SET: BRIDGE PIER
 BK2408_STAMPING: Z 378 1986
 BK2408_MARK LOGO: NGS   
 BK2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2408
 BK2408  HISTORY     - Date     Condition        Report By
 BK2408  HISTORY     - 1986     MONUMENTED       NGS
 BK2408
 BK2408                          STATION DESCRIPTION
 BK2408
 BK2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2408'3.0 KM (1.85 MI) SOUTH FROM OPELOUSAS.
 BK2408'1.5 KM (0.95 MILES) EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE
 BK2408'IN OPELOUSAS, THENCE 1.5 KM (0.95 MILES) SOUTH ALONG U.S. HIGHWAY 167
 BK2408'TO THE MARK IN THE WEST FACE OF THE WEST PIER OF U.S. HIGHWAY 167
 BK2408'OVERPASS OVER STATE HIGHWAY 31.  IT IS 9.75 METERS (32.0 FT) SOUTH OF
 BK2408'THE CENTERLINE OF THE WEST BOUND LANES OF STATE HIGHWAY 31 AND 9.75
 BK2408'METERS (32.0 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 BK2408'STATE HIGHWAY 31.
 BK2408'THE MARK IS 1.22 M ABOVE HIGHWAY 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3206 ***********************************************************************
 DH3206  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3206  DESIGNATION -  Z 379
 DH3206  PID         -  DH3206
 DH3206  STATE/COUNTY-  LA/ST JAMES
 DH3206  USGS QUAD   -  CONVENT (1994)
 DH3206
 DH3206                         *CURRENT SURVEY CONTROL
 DH3206  ___________________________________________________________________
 DH3206* NAD 83(1992)-  30 03 25.35918(N)    090 50 28.19684(W)     ADJUSTED  
 DH3206* NAVD 88     -         4.31 **(meters)      14.1  **(feet)  GPS OBS(2004.65)
 DH3206  **This station is located in a subsidence area (see below).
 DH3206  ___________________________________________________________________
 DH3206  X           -     -81,111.305 (meters)                     COMP
 DH3206  Y           -  -5,524,477.596 (meters)                     COMP
 DH3206  Z           -   3,175,837.409 (meters)                     COMP
 DH3206  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DH3206  ELLIP HEIGHT-         -22.12  (meters)          (05/09/05) GPS OBS
 DH3206  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DH3206
 DH3206  HORZ ORDER  -  B
 DH3206  ELLP ORDER  -  FOURTH    CLASS II
 DH3206
 DH3206.The horizontal coordinates were established by GPS observations
 DH3206.and adjusted by the National Geodetic Survey in May 2005..
 DH3206
 DH3206 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3206 ** and geoid heights are valid at the date of observation. These heights
 DH3206 ** must always be validated when used as control.
 DH3206 ** The orthometric height was determined by GPS observations using
 DH3206 ** precise GPS observation and processing techniques and a new
 DH3206 ** realization of GEOID03. It supersedes the leveled height previously
 DH3206 ** determined for this station.
 DH3206 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3206 ** epoch indicated which incorporates improved geoid heights for the
 DH3206 ** Southern Louisiana Subsidence area.
 DH3206 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3206.The orthometric height was determined by GPS observations and a
 DH3206.high-resolution geoid model using precise GPS observation and
 DH3206.processing techniques.
 DH3206
 DH3206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3206
 DH3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3206
 DH3206.The ellipsoidal height was determined by GPS observations
 DH3206.and is referenced to NAD 83.
 DH3206
 DH3206.The geoid height was determined by GEOID03.
 DH3206
 DH3206;                    North         East     Units Scale Factor Converg.
 DH3206;SPC LA S     -   172,691.377 1,047,456.586   MT  0.99992622   +0 14 45.9
 DH3206;SPC LA S     -   566,571.63  3,436,530.48   sFT  0.99992622   +0 14 45.9
 DH3206;UTM  15      - 3,327,070.735   708,120.096   MT  1.00013442   +1 04 54.0
 DH3206
 DH3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3206!SPC LA S     -   1.00000347  x   0.99992622  =   0.99992969
 DH3206!UTM  15      -   1.00000347  x   1.00013442  =   1.00013789
 DH3206
 DH3206                          SUPERSEDED SURVEY CONTROL
 DH3206
 DH3206.No superseded survey control is available for this station.
 DH3206
 DH3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0812027071(NAD 83)
 DH3206_MARKER: I = METAL ROD
 DH3206_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH3206+WITH SETTING: INFORMATION.
 DH3206_STAMPING: Z 379 1986
 DH3206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3206+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 DH3206
 DH3206  HISTORY     - Date     Condition        Report By
 DH3206  HISTORY     - UNK      MONUMENTED       NGS
 DH3206  HISTORY     - 20021104 GOOD             3001
 DH3206
 DH3206                          STATION DESCRIPTION
 DH3206
 DH3206'DESCRIBED BY 3001, INC 2002 (KC)
 DH3206'THE STATION IS LOCATED IN CONVENT, 11.7 MILES WOUTHEAST OF GONZALES,
 DH3206'14 MILES WEST OF  GRAMERCY, 2.6 MILES NORTHWEST OF CONVENT.
 DH3206' 
 DH3206'OWNERSHIP- RIGHT OF WAY
 DH3206' 
 DH3206'TO REACH THE STATION FROM THE INTERSECTION OF HWY 44 AND SR 3214 GO
 DH3206'NORTHERLY ON HWY  44 FOR 0.5 MILES TO A POWER POLE 64 WITH 3 GUY WIRES
 DH3206'TO POLE, ON LEFT SIDE OF HWY 44 AND  STATION 2.5 FEET NORTHWEST OF
 DH3206'POWER POLE  64.
 DH3206' 
 DH3206'THE STATION IS 50.5 FEET NORTHEAST OF CENTERLINE OF HWY 44, 2.5 FEET
 DH3206'NORTHWEST OF POWER  POLE  64.  STATION IS A STEEL ROD DRIVEN TO 11
 DH3206'METERS IN GROUND.  STATION IS FLUSH WITH  GROUND, WITH ACCESS COVER
 DH3206'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2466 ***********************************************************************
 BK2466  DESIGNATION -  Z 380
 BK2466  PID         -  BK2466
 BK2466  STATE/COUNTY-  LA/BEAUREGARD
 BK2466  USGS QUAD   -  GORDON (1994)
 BK2466
 BK2466                         *CURRENT SURVEY CONTROL
 BK2466  ___________________________________________________________________
 BK2466* NAD 83(1986)-  30 28 16.     (N)    093 21 37.     (W)     SCALED    
 BK2466* NAVD 88     -        16.599  (meters)      54.46   (feet)  ADJUSTED  
 BK2466  ___________________________________________________________________
 BK2466  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK2466  DYNAMIC HT  -          16.577 (meters)      54.39  (feet)  COMP
 BK2466  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BK2466
 BK2466  VERT ORDER  -  FIRST     CLASS II
 BK2466
 BK2466.The horizontal coordinates were scaled from a topographic map and have
 BK2466.an estimated accuracy of +/- 6 seconds.
 BK2466
 BK2466.The orthometric height was determined by differential leveling
 BK2466.and adjusted by the National Geodetic Survey in February 1994..
 BK2466
 BK2466.The geoid height was determined by GEOID03.
 BK2466
 BK2466.The dynamic height is computed by dividing the NAVD 88
 BK2466.geopotential number by the normal gravity value computed on the
 BK2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2466.degrees latitude (g = 980.6199 gals.).
 BK2466
 BK2466.The modeled gravity was interpolated from observed gravity values.
 BK2466
 BK2466;                    North         East    Units  Estimated Accuracy
 BK2466;SPC LA S     -   220,210.      805,380.      MT  (+/- 180 meters Scaled)
 BK2466
 BK2466                          SUPERSEDED SURVEY CONTROL
 BK2466
 BK2466.No superseded survey control is available for this station.
 BK2466
 BK2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP654710(NAD 83)
 BK2466_MARKER: DB = BENCH MARK DISK
 BK2466_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2466_SP_SET: BRIDGE ABUTMENT
 BK2466_STAMPING: Z 380 1986
 BK2466_MARK LOGO: NGS   
 BK2466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2466
 BK2466  HISTORY     - Date     Condition        Report By
 BK2466  HISTORY     - 1986     MONUMENTED       NGS
 BK2466  HISTORY     - 20021102 GOOD             USPSQD
 BK2466  HISTORY     - 20041009 GOOD             USPSQD
 BK2466
 BK2466                          STATION DESCRIPTION
 BK2466
 BK2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2466'7.0 KM (4.35 MI) EAST FROM DE QUINCY.
 BK2466'7.0 KM (4.35 MI) EAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 BK2466'STATE HIGHWAY 27 IN DE QUINCY TO THE MARK ON THE LEFT, IN TOP OF THE
 BK2466'NORTHEAST ABUTMENT OF HIGHWAY BRIDGE OVER BECKWITH CREEK, 5.91 METERS
 BK2466'(19.4 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BK2466'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2466
 BK2466                          STATION RECOVERY (2002)
 BK2466
 BK2466'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 BK2466'RECOVERED IN GOOD CONDITION.
 BK2466
 BK2466                          STATION RECOVERY (2004)
 BK2466
 BK2466'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3717 ***********************************************************************
 BJ3717  DESIGNATION -  Z 382
 BJ3717  PID         -  BJ3717
 BJ3717  STATE/COUNTY-  LA/ST TAMMANY
 BJ3717  USGS QUAD   -  COVINGTON (1994)
 BJ3717
 BJ3717                         *CURRENT SURVEY CONTROL
 BJ3717  ___________________________________________________________________
 BJ3717* NAD 83(1986)-  30 27 54.     (N)    090 01 02.     (W)     SCALED    
 BJ3717* NAVD 88     -         9.780  (meters)      32.09   (feet)  ADJUSTED  
 BJ3717  ___________________________________________________________________
 BJ3717  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ3717  DYNAMIC HT  -           9.767 (meters)      32.04  (feet)  COMP
 BJ3717  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 BJ3717
 BJ3717  VERT ORDER  -  FIRST     CLASS II
 BJ3717
 BJ3717.The horizontal coordinates were scaled from a topographic map and have
 BJ3717.an estimated accuracy of +/- 6 seconds.
 BJ3717
 BJ3717.The orthometric height was determined by differential leveling
 BJ3717.and adjusted by the National Geodetic Survey in February 1994..
 BJ3717
 BJ3717.The geoid height was determined by GEOID03.
 BJ3717
 BJ3717.The dynamic height is computed by dividing the NAVD 88
 BJ3717.geopotential number by the normal gravity value computed on the
 BJ3717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3717.degrees latitude (g = 980.6199 gals.).
 BJ3717
 BJ3717.The modeled gravity was interpolated from observed gravity values.
 BJ3717
 BJ3717;                    North         East    Units  Estimated Accuracy
 BJ3717;SPC LA S     -   218,540.    1,126,380.      MT  (+/- 180 meters Scaled)
 BJ3717
 BJ3717                          SUPERSEDED SURVEY CONTROL
 BJ3717
 BJ3717.No superseded survey control is available for this station.
 BJ3717
 BJ3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP863740(NAD 83)
 BJ3717_MARKER: I = METAL ROD
 BJ3717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3717_SP_SET: STAINLESS STEEL ROD
 BJ3717_STAMPING: Z 382 1986
 BJ3717_MARK LOGO: NGS   
 BJ3717_PROJECTION: FLUSH
 BJ3717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3717_ROD/PIPE-DEPTH: 14.6 meters
 BJ3717
 BJ3717  HISTORY     - Date     Condition        Report By
 BJ3717  HISTORY     - 1986     MONUMENTED       NGS
 BJ3717
 BJ3717                          STATION DESCRIPTION
 BJ3717
 BJ3717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3717'2.4 KM (1.5 MI) SE FROM ABITA SPRINGS.
 BJ3717'2.4 KM (1.5 MI) SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 BJ3717'STATE HIGHWAY 59 IN ABITA SPRINGS TO THE MARK ON THE RIGHT, 13.4
 BJ3717'METERS (44.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.7
 BJ3717'METERS (38.6 FT) EAST-SOUTHEAST OF THE CENTER OF HEBERT ROAD, 6.2
 BJ3717'METERS (20.5 FT) NORTH OF A STATE RIGHT-OF-WAY MARKER NOTE--ACCESS TO
 BJ3717'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BJ3717'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 BJ3717'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1865 ***********************************************************************
 BX1865  DESIGNATION -  Z 39
 BX1865  PID         -  BX1865
 BX1865  STATE/COUNTY-  LA/DE SOTO
 BX1865  USGS QUAD   -  EVELYN (1992)
 BX1865
 BX1865                         *CURRENT SURVEY CONTROL
 BX1865  ___________________________________________________________________
 BX1865* NAD 83(1986)-  31 59 48.     (N)    093 26 17.     (W)     SCALED    
 BX1865* NAVD 88     -        39.66   (+/-2cm)     130.1    (feet)  VERTCON   
 BX1865  ___________________________________________________________________
 BX1865  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BX1865
 BX1865  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1865
 BX1865.The horizontal coordinates were scaled from a topographic map and have
 BX1865.an estimated accuracy of +/- 6 seconds.
 BX1865
 BX1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1865.The vertical order pertains to the NGVD 29 superseded value.
 BX1865
 BX1865.The geoid height was determined by GEOID03.
 BX1865
 BX1865;                    North         East    Units  Estimated Accuracy
 BX1865;SPC LA N     -   166,330.      911,370.      MT  (+/- 180 meters Scaled)
 BX1865
 BX1865                          SUPERSEDED SURVEY CONTROL
 BX1865
 BX1865  NGVD 29 (??/??/??)   39.719  (m)          130.31   (f) ADJUSTED    1 2
 BX1865
 BX1865.Superseded values are not recommended for survey control.
 BX1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1865.See file dsdata.txt to determine how the superseded data were derived.
 BX1865
 BX1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR586401(NAD 83)
 BX1865_MARKER: DB = BENCH MARK DISK
 BX1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1865_STAMPING: Z 39 1934
 BX1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1865+STABILITY: SURFACE MOTION
 BX1865
 BX1865  HISTORY     - Date     Condition        Report By
 BX1865  HISTORY     - 1934     MONUMENTED       CGS
 BX1865  HISTORY     - 1938     GOOD             CGS
 BX1865  HISTORY     - 1974     MARK NOT FOUND   USGS
 BX1865
 BX1865                          STATION DESCRIPTION
 BX1865
 BX1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1865'0.7 MI NE FROM EVELYN.
 BX1865'0.7 MILE NORTHEAST ALONG U. S. HIGHWAY 84 FROM THE JUNCTION OF STATE
 BX1865'HIGHWAY 419 AT EVELYN, DE SOTO PARISH, 210 FEET WEST OF THE LEE LONG
 BX1865'TENANT HOUSE, 190 FEET NORTH OF A SMALL BRIDGE, AND 35 FEET WEST OF
 BX1865'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Z 39 1934 AND
 BX1865'SET IN THE TOP OF A CONCRETE POST.
 BX1865
 BX1865                          STATION RECOVERY (1974)
 BX1865
 BX1865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BX1865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1505 ***********************************************************************
 BX1505  DESIGNATION -  Z 40
 BX1505  PID         -  BX1505
 BX1505  STATE/COUNTY-  LA/WINN
 BX1505  USGS QUAD   -  CALVIN (1983)
 BX1505
 BX1505                         *CURRENT SURVEY CONTROL
 BX1505  ___________________________________________________________________
 BX1505* NAD 83(1986)-  31 58 35.     (N)    092 51 09.     (W)     SCALED    
 BX1505* NAVD 88     -        44.84   (+/-2cm)     147.1    (feet)  VERTCON   
 BX1505  ___________________________________________________________________
 BX1505  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BX1505
 BX1505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1505
 BX1505.The horizontal coordinates were scaled from a topographic map and have
 BX1505.an estimated accuracy of +/- 6 seconds.
 BX1505
 BX1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1505.The vertical order pertains to the NGVD 29 superseded value.
 BX1505
 BX1505.The geoid height was determined by GEOID03.
 BX1505
 BX1505;                    North         East    Units  Estimated Accuracy
 BX1505;SPC LA N     -   163,750.      966,690.      MT  (+/- 180 meters Scaled)
 BX1505
 BX1505                          SUPERSEDED SURVEY CONTROL
 BX1505
 BX1505  NGVD 29 (??/??/??)   44.878  (m)          147.24   (f) ADJUSTED    2 0
 BX1505
 BX1505.Superseded values are not recommended for survey control.
 BX1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1505.See file dsdata.txt to determine how the superseded data were derived.
 BX1505
 BX1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR139378(NAD 83)
 BX1505_MARKER: DB = BENCH MARK DISK
 BX1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1505_STAMPING: Z 40 1934
 BX1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1505+STABILITY: SURFACE MOTION
 BX1505
 BX1505  HISTORY     - Date     Condition        Report By
 BX1505  HISTORY     - 1934     MONUMENTED       CGS
 BX1505
 BX1505                          STATION DESCRIPTION
 BX1505
 BX1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX1505'4.9 MI W FROM CALVIN.
 BX1505'ABOUT 4.9 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM THE
 BX1505'STATION AT CALVIN, WINN PARISH, ABOUT 168 YARDS SOUTHEAST OF MILEPOST
 BX1505'134, ABOUT 150 YARDS NORTHWEST OF THE MIDDLE OF A CURVE, 51 FEET
 BX1505'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 2 FEET NORTHEAST OF A
 BX1505'FENCE.  A STANDARD DISK, STAMPED Z 40 1934 AND SET IN THE TOP OF A
 BX1505'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0212 ***********************************************************************
 BX0212  DESIGNATION -  Z 41
 BX0212  PID         -  BX0212
 BX0212  STATE/COUNTY-  LA/LA SALLE
 BX0212  USGS QUAD   -  JENA WEST (1985)
 BX0212
 BX0212                         *CURRENT SURVEY CONTROL
 BX0212  ___________________________________________________________________
 BX0212* NAD 83(1986)-  31 41 39.     (N)    092 11 10.     (W)     SCALED    
 BX0212* NAVD 88     -        60.04   (+/-2cm)     197.0    (feet)  VERTCON   
 BX0212  ___________________________________________________________________
 BX0212  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BX0212
 BX0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX0212
 BX0212.The horizontal coordinates were scaled from a topographic map and have
 BX0212.an estimated accuracy of +/- 6 seconds.
 BX0212
 BX0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0212.The vertical order pertains to the NGVD 29 superseded value.
 BX0212
 BX0212.The geoid height was determined by GEOID03.
 BX0212
 BX0212;                    North         East    Units  Estimated Accuracy
 BX0212;SPC LA N     -   132,450.    1,029,760.      MT  (+/- 180 meters Scaled)
 BX0212
 BX0212                          SUPERSEDED SURVEY CONTROL
 BX0212
 BX0212  NGVD 29 (??/??/??)   60.034  (m)          196.96   (f) ADJUSTED    2 0
 BX0212
 BX0212.Superseded values are not recommended for survey control.
 BX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0212.See file dsdata.txt to determine how the superseded data were derived.
 BX0212
 BX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR771068(NAD 83)
 BX0212_MARKER: DB = BENCH MARK DISK
 BX0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0212_STAMPING: Z 41 1935
 BX0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0212+STABILITY: SURFACE MOTION
 BX0212
 BX0212  HISTORY     - Date     Condition        Report By
 BX0212  HISTORY     - 1935     MONUMENTED       CGS
 BX0212  HISTORY     - 1950     GOOD             CGS
 BX0212
 BX0212                          STATION DESCRIPTION
 BX0212
 BX0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX0212'0.3 MI W FROM TROUT.
 BX0212'76 FEET N OF CENTER OF TRACK.  168 FEET NE OF MILEPOST 183.  260 YARDS
 BX0212'W OF OVERPASS.  320 FEET NW OF RAILWAY CROSSING SIGN.  136 FEET S OF A
 BX0212'GRAVEL ROAD.
 BX0212
 BX0212                          STATION RECOVERY (1950)
 BX0212
 BX0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BX0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BW1567 ***********************************************************************
 BW1567  DESIGNATION -  Z 42
 BW1567  PID         -  BW1567
 BW1567  STATE/COUNTY-  LA/CATAHOULA
 BW1567  USGS QUAD   -  HARRISONBURG (1984)
 BW1567
 BW1567                         *CURRENT SURVEY CONTROL
 BW1567  ___________________________________________________________________
 BW1567* NAD 83(1986)-  31 46 09.     (N)    091 49 30.     (W)     SCALED    
 BW1567* NAVD 88     -        20.09   (+/-2cm)      65.9    (feet)  VERTCON   
 BW1567  ___________________________________________________________________
 BW1567  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BW1567
 BW1567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1567
 BW1567.The horizontal coordinates were scaled from a topographic map and have
 BW1567.an estimated accuracy of +/- 6 seconds.
 BW1567
 BW1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1567.The vertical order pertains to the NGVD 29 superseded value.
 BW1567
 BW1567.The geoid height was determined by GEOID03.
 BW1567
 BW1567;                    North         East    Units  Estimated Accuracy
 BW1567;SPC LA N     -   140,920.    1,063,940.      MT  (+/- 180 meters Scaled)
 BW1567
 BW1567                          SUPERSEDED SURVEY CONTROL
 BW1567
 BW1567  NGVD 29 (??/??/92)   20.10   (m)           65.9    (f) COMPUTED    2 0
 BW1567
 BW1567.Superseded values are not recommended for survey control.
 BW1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1567.See file dsdata.txt to determine how the superseded data were derived.
 BW1567
 BW1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR112154(NAD 83)
 BW1567_MARKER: DB = BENCH MARK DISK
 BW1567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1567_SP_SET: STEP
 BW1567_STAMPING: Z 42 1935
 BW1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1567
 BW1567  HISTORY     - Date     Condition        Report By
 BW1567  HISTORY     - 1935     MONUMENTED       CGS
 BW1567  HISTORY     - 1944     MARK NOT FOUND   LOCENG
 BW1567
 BW1567                          STATION DESCRIPTION
 BW1567
 BW1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BW1567'IN HARRISONBURG.
 BW1567'DISK IS SET HORIZONTALLY AT W ENTRANCE OF HIGH SCHOOL.  5 FEET N OF
 BW1567'CENTER OF DOOR.  1 FOOT W OF MAIN WALL OF BUILDING.  IN CONCRETE
 BW1567'FOUNDATION OF STEP.
 BW1567
 BW1567                          STATION RECOVERY (1944)
 BW1567
 BW1567'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 BW1567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1255 ***********************************************************************
 BK1255  DESIGNATION -  Z 43
 BK1255  PID         -  BK1255
 BK1255  STATE/COUNTY-  LA/VERNON
 BK1255  USGS QUAD   -  SUGRUE (1986)
 BK1255
 BK1255                         *CURRENT SURVEY CONTROL
 BK1255  ___________________________________________________________________
 BK1255* NAD 83(1986)-  30 57 56.     (N)    093 00 58.     (W)     SCALED    
 BK1255* NAVD 88     -        60.30   (+/-2cm)     197.8    (feet)  VERTCON   
 BK1255  ___________________________________________________________________
 BK1255  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BK1255
 BK1255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1255
 BK1255.The horizontal coordinates were scaled from a topographic map and have
 BK1255.an estimated accuracy of +/- 6 seconds.
 BK1255
 BK1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1255.The vertical order pertains to the NGVD 29 superseded value.
 BK1255
 BK1255.The geoid height was determined by GEOID03.
 BK1255
 BK1255;                    North         East    Units  Estimated Accuracy
 BK1255;SPC LA N     -    51,740.      950,690.      MT  (+/- 180 meters Scaled)
 BK1255
 BK1255                          SUPERSEDED SURVEY CONTROL
 BK1255
 BK1255  NGVD 29 (??/??/??)   60.361  (m)          198.03   (f) ADJUSTED    2 0
 BK1255
 BK1255.Superseded values are not recommended for survey control.
 BK1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1255.See file dsdata.txt to determine how the superseded data were derived.
 BK1255
 BK1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ984257(NAD 83)
 BK1255_MARKER: DB = BENCH MARK DISK
 BK1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1255_STAMPING: Z 43 1935
 BK1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1255+STABILITY: SURFACE MOTION
 BK1255
 BK1255  HISTORY     - Date     Condition        Report By
 BK1255  HISTORY     - 1935     MONUMENTED       CGS
 BK1255  HISTORY     - 1958     MARK NOT FOUND   USGS
 BK1255  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BK1255  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1255
 BK1255                          STATION DESCRIPTION
 BK1255
 BK1255'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BK1255'5.4 MI W FROM PITKIN.
 BK1255'5.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1255'STATION AT PITKIN, VERNON PARISH, 43 YARDS WEST OF MILEPOST 57, 25
 BK1255'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 16 FEET NORTH OF THE
 BK1255'CENTERLINE OF A SIDETRACK.  A STANDARD DISK, STAMPED Z 43 1935 AND SET
 BK1255'IN THE TOP OF A CONCRETE POST.
 BK1255
 BK1255                          STATION RECOVERY (1994)
 BK1255
 BK1255'RECOVERY NOTE BY US POWER SQUADRON 1994
 BK1255'MARK NOT FOUND.
 BK1255
 BK1255                          STATION RECOVERY (2001)
 BK1255
 BK1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK1255'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1039 ***********************************************************************
 CQ1039  DESIGNATION -  Z 47
 CQ1039  PID         -  CQ1039
 CQ1039  STATE/COUNTY-  LA/CLAIBORNE
 CQ1039  USGS QUAD   -  SUMMERFIELD (1986)
 CQ1039
 CQ1039                         *CURRENT SURVEY CONTROL
 CQ1039  ___________________________________________________________________
 CQ1039* NAD 83(1986)-  32 54 57.     (N)    092 50 23.     (W)     SCALED    
 CQ1039* NAVD 88     -        51.886  (meters)     170.23   (feet)  ADJUSTED  
 CQ1039  ___________________________________________________________________
 CQ1039  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CQ1039  DYNAMIC HT  -          51.829 (meters)     170.04  (feet)  COMP
 CQ1039  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 CQ1039
 CQ1039  VERT ORDER  -  SECOND    CLASS 0
 CQ1039
 CQ1039.The horizontal coordinates were scaled from a topographic map and have
 CQ1039.an estimated accuracy of +/- 6 seconds.
 CQ1039
 CQ1039.The orthometric height was determined by differential leveling
 CQ1039.and adjusted by the National Geodetic Survey in June 1991..
 CQ1039
 CQ1039.The geoid height was determined by GEOID03.
 CQ1039
 CQ1039.The dynamic height is computed by dividing the NAVD 88
 CQ1039.geopotential number by the normal gravity value computed on the
 CQ1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ1039.degrees latitude (g = 980.6199 gals.).
 CQ1039
 CQ1039.The modeled gravity was interpolated from observed gravity values.
 CQ1039
 CQ1039;                    North         East    Units  Estimated Accuracy
 CQ1039;SPC LA N     -   267,920.      968,220.      MT  (+/- 180 meters Scaled)
 CQ1039
 CQ1039                          SUPERSEDED SURVEY CONTROL
 CQ1039
 CQ1039  NGVD 29 (??/??/??)   51.979  (m)          170.53   (f) ADJUSTED    2 0
 CQ1039
 CQ1039.Superseded values are not recommended for survey control.
 CQ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1039.See file dsdata.txt to determine how the superseded data were derived.
 CQ1039
 CQ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS149419(NAD 83)
 CQ1039_MARKER: DB = BENCH MARK DISK
 CQ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1039_STAMPING: Z 47 1934
 CQ1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1039+STABILITY: SURFACE MOTION
 CQ1039
 CQ1039  HISTORY     - Date     Condition        Report By
 CQ1039  HISTORY     - 1934     MONUMENTED       CGS
 CQ1039  HISTORY     - 1969     MARK NOT FOUND   USGS
 CQ1039  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1039
 CQ1039                          STATION DESCRIPTION
 CQ1039
 CQ1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CQ1039'0.6 MI NW FROM SUMMERFIELD.
 CQ1039'0.6 MILE WEST ALONG STATE HIGHWAY 70 FROM SUMMERFIELD, CLAIBORNE
 CQ1039'PARISH, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 CQ1039'NORTHEAST OF THE RIGHT-OF-WAY FENCE CORNER, AND INSIDE OF THE FENCE. A
 CQ1039'STANDARD DISK, STAMPED Z 47 1934 AND SET IN THE TOP OF A CONCRETE
 CQ1039'POST.
 CQ1039
 CQ1039                          STATION RECOVERY (1969)
 CQ1039
 CQ1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CQ1039'MARK NOT FOUND.
 CQ1039
 CQ1039                          STATION RECOVERY (1982)
 CQ1039
 CQ1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0944 ***********************************************************************
 CQ0944  DESIGNATION -  Z 48
 CQ0944  PID         -  CQ0944
 CQ0944  STATE/COUNTY-  LA/WINN
 CQ0944  USGS QUAD   -  DODSON (1985)
 CQ0944
 CQ0944                         *CURRENT SURVEY CONTROL
 CQ0944  ___________________________________________________________________
 CQ0944* NAD 83(1986)-  32 04 46.     (N)    092 39 47.     (W)     SCALED    
 CQ0944* NAVD 88     -        70.64   (+/-2cm)     231.8    (feet)  VERTCON   
 CQ0944  ___________________________________________________________________
 CQ0944  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CQ0944
 CQ0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ0944
 CQ0944.The horizontal coordinates were scaled from a topographic map and have
 CQ0944.an estimated accuracy of +/- 6 seconds.
 CQ0944
 CQ0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ0944.The vertical order pertains to the NGVD 29 superseded value.
 CQ0944
 CQ0944.The geoid height was determined by GEOID03.
 CQ0944
 CQ0944;                    North         East    Units  Estimated Accuracy
 CQ0944;SPC LA N     -   175,130.      984,610.      MT  (+/- 180 meters Scaled)
 CQ0944
 CQ0944                          SUPERSEDED SURVEY CONTROL
 CQ0944
 CQ0944  NGVD 29 (??/??/??)   70.680  (m)          231.89   (f) ADJUSTED    2 0
 CQ0944
 CQ0944.Superseded values are not recommended for survey control.
 CQ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0944.See file dsdata.txt to determine how the superseded data were derived.
 CQ0944
 CQ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR317492(NAD 83)
 CQ0944_MARKER: DB = BENCH MARK DISK
 CQ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0944_STAMPING: Z 48 1934
 CQ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0944+STABILITY: SURFACE MOTION
 CQ0944
 CQ0944  HISTORY     - Date     Condition        Report By
 CQ0944  HISTORY     - 1934     MONUMENTED       CGS
 CQ0944  HISTORY     - 1935     GOOD             CGS
 CQ0944  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ0944
 CQ0944                          STATION DESCRIPTION
 CQ0944
 CQ0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CQ0944'IN DODSON.
 CQ0944'AT DODSON AND ALONG THE C. R.I. AND P. R.R. SET HORIZONTAL IN THE N.E.
 CQ0944'CORNER OF THE CONCRETE FOUNDATION OF THE R.R. SIGNAL TOWER IN FRONT OF
 CQ0944'THE STATION.
 CQ0944
 CQ0944                          STATION RECOVERY (1982)
 CQ0944
 CQ0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP1483 ***********************************************************************
 CP1483  DESIGNATION -  Z 49
 CP1483  PID         -  CP1483
 CP1483  STATE/COUNTY-  LA/TENSAS
 CP1483  USGS QUAD   -  NEWLIGHT (1987)
 CP1483
 CP1483                         *CURRENT SURVEY CONTROL
 CP1483  ___________________________________________________________________
 CP1483* NAD 83(1986)-  32 06 12.     (N)    091 25 56.     (W)     SCALED    
 CP1483* NAVD 88     -        21.89   (+/-2cm)      71.8    (feet)  VERTCON   
 CP1483  ___________________________________________________________________
 CP1483  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1483
 CP1483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP1483
 CP1483.The horizontal coordinates were scaled from a topographic map and have
 CP1483.an estimated accuracy of +/- 6 seconds.
 CP1483
 CP1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1483.The vertical order pertains to the NGVD 29 superseded value.
 CP1483
 CP1483.The geoid height was determined by GEOID03.
 CP1483
 CP1483;                    North         East    Units  Estimated Accuracy
 CP1483;SPC LA N     -   178,270.    1,100,780.      MT  (+/- 180 meters Scaled)
 CP1483
 CP1483                          SUPERSEDED SURVEY CONTROL
 CP1483
 CP1483  NGVD 29 (??/??/92)   21.908  (m)           71.88   (f) ADJ UNCH    2 0
 CP1483
 CP1483.Superseded values are not recommended for survey control.
 CP1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1483.See file dsdata.txt to determine how the superseded data were derived.
 CP1483
 CP1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR479529(NAD 83)
 CP1483_MARKER: DB = BENCH MARK DISK
 CP1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1483_STAMPING: Z49 1935
 CP1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1483+STABILITY: SURFACE MOTION
 CP1483
 CP1483  HISTORY     - Date     Condition        Report By
 CP1483  HISTORY     - 1935     MONUMENTED       CGS
 CP1483  HISTORY     - 1973     GOOD             LADTD
 CP1483
 CP1483                          STATION DESCRIPTION
 CP1483
 CP1483'DESCRIBED BY LA TRANSP AND DEV 1973
 CP1483'12.55 MI W FROM NEWELLTON.
 CP1483'ABOUT 12.55 MILES WEST ALONG LOUISIANA HIGHWAY 4 FROM THE NEWELLTON
 CP1483'HIGH SCHOOL IN NEWELLTON TO THE INTERSECTION OF A BLACKTOP PARISH
 CP1483'ROAD.  IT IS 338.0 FEET NORTHWEST OF THE CENTERLINE OF LOUISIANA
 CP1483'HIGHWAY 4, 21.1 FEET SOUTHEAST OF THE CENTERLINE OF A BLACKTOP PARISH
 CP1483'ROAD, 8.8 FEET NORTHEAST OF A 10-INCH PINE TREE, 48.7 FEET NORTHWEST
 CP1483'OF THE NORTHWEST CORNER OF A FRAME RESIDENCE ON THE NEWLIGHT
 CP1483'PLANTATION BELONGING TO MRS. D. S. MCCARTY, 32.2 FEET NORTHEAST OF A
 CP1483'FENCE CORNER, 16.3 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL DRIVE.
 CP1483'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 CP1483'GROUND.  A STEEL WITNESS POST IS SET 2.0 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1230 ***********************************************************************
 BK1230  DESIGNATION -  Z 50
 BK1230  PID         -  BK1230
 BK1230  STATE/COUNTY-  LA/ALLEN
 BK1230  USGS QUAD   -  LE BLANC (1994)
 BK1230
 BK1230                         *CURRENT SURVEY CONTROL
 BK1230  ___________________________________________________________________
 BK1230* NAD 83(1986)-  30 30 28.     (N)    092 56 44.     (W)     SCALED    
 BK1230* NAVD 88     -        11.86   (+/-2cm)      38.9    (feet)  VERTCON   
 BK1230  ___________________________________________________________________
 BK1230  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK1230
 BK1230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1230
 BK1230.The horizontal coordinates were scaled from a topographic map and have
 BK1230.an estimated accuracy of +/- 6 seconds.
 BK1230
 BK1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1230.The vertical order pertains to the NGVD 29 superseded value.
 BK1230
 BK1230.The geoid height was determined by GEOID03.
 BK1230
 BK1230;                    North         East    Units  Estimated Accuracy
 BK1230;SPC LA S     -   223,640.      845,250.      MT  (+/- 180 meters Scaled)
 BK1230
 BK1230                          SUPERSEDED SURVEY CONTROL
 BK1230
 BK1230  NGVD 29 (??/??/??)   11.817  (m)           38.77   (f) ADJUSTED    2 0
 BK1230
 BK1230.Superseded values are not recommended for survey control.
 BK1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1230.See file dsdata.txt to determine how the superseded data were derived.
 BK1230
 BK1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP052750(NAD 83)
 BK1230_MARKER: DB = BENCH MARK DISK
 BK1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1230_SP_SET: CULVERT
 BK1230_STAMPING: Z 50 1935
 BK1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1230
 BK1230  HISTORY     - Date     Condition        Report By
 BK1230  HISTORY     - 1935     MONUMENTED       CGS
 BK1230
 BK1230                          STATION DESCRIPTION
 BK1230
 BK1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1230'6.2 MI E FROM REEVES.
 BK1230'6.2 MI E OF AND ALONG THE M P R R 0.4 MILE E OF MILEPOST 538.  25 FEET
 BK1230'W OF SIGNAL TOWER 538.2.  0.2 MILE E OF RR STATION LE BLANC.  15 FEET
 BK1230'S OF CENTER OF TRACK.  DISK IS SET HORIZONTALLY IN E END OF HEADWALL
 BK1230'OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ0997 ***********************************************************************
 CQ0997  DESIGNATION -  Z 57
 CQ0997  PID         -  CQ0997
 CQ0997  STATE/COUNTY-  LA/LINCOLN
 CQ0997  USGS QUAD   -  SIMSBORO (1994)
 CQ0997
 CQ0997                         *CURRENT SURVEY CONTROL
 CQ0997  ___________________________________________________________________
 CQ0997* NAD 83(1986)-  32 31 58.     (N)    092 45 27.     (W)     SCALED    
 CQ0997* NAVD 88     -        97.604  (meters)     320.22   (feet)  ADJUSTED  
 CQ0997  ___________________________________________________________________
 CQ0997  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CQ0997  DYNAMIC HT  -          97.495 (meters)     319.86  (feet)  COMP
 CQ0997  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CQ0997
 CQ0997  VERT ORDER  -  SECOND    CLASS 0
 CQ0997
 CQ0997.The horizontal coordinates were scaled from a topographic map and have
 CQ0997.an estimated accuracy of +/- 6 seconds.
 CQ0997
 CQ0997.The orthometric height was determined by differential leveling
 CQ0997.and adjusted by the National Geodetic Survey in June 1991..
 CQ0997
 CQ0997.The geoid height was determined by GEOID03.
 CQ0997
 CQ0997.The dynamic height is computed by dividing the NAVD 88
 CQ0997.geopotential number by the normal gravity value computed on the
 CQ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ0997.degrees latitude (g = 980.6199 gals.).
 CQ0997
 CQ0997.The modeled gravity was interpolated from observed gravity values.
 CQ0997
 CQ0997;                    North         East    Units  Estimated Accuracy
 CQ0997;SPC LA N     -   225,420.      975,810.      MT  (+/- 180 meters Scaled)
 CQ0997
 CQ0997                          SUPERSEDED SURVEY CONTROL
 CQ0997
 CQ0997  NGVD 29 (??/??/??)   97.678  (m)          320.47   (f) ADJUSTED    2 0
 CQ0997
 CQ0997.Superseded values are not recommended for survey control.
 CQ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ0997.See file dsdata.txt to determine how the superseded data were derived.
 CQ0997
 CQ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR227995(NAD 83)
 CQ0997_MARKER: DB = BENCH MARK DISK
 CQ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ0997_STAMPING: Z 57 1934
 CQ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ0997+STABILITY: SURFACE MOTION
 CQ0997
 CQ0997  HISTORY     - Date     Condition        Report By
 CQ0997  HISTORY     - 1934     MONUMENTED       CGS
 CQ0997  HISTORY     - 1969     MARK NOT FOUND   CGS
 CQ0997
 CQ0997                          STATION DESCRIPTION
 CQ0997
 CQ0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CQ0997'1.9 MI E FROM SIMSBORO.
 CQ0997'1.9 MILES EAST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CQ0997'SIMSBORO, LINCOLN PARISH, AT A ROAD CROSSING, 25 FEET EAST OF THE
 CQ0997'CENTER LINE OF THE ROAD, AND 37 FEET NORTH OF THE CENTER LINE OF THE
 CQ0997'TRACK.  A STANDARD DISK, STAMPED Z 57 1934 AND SET IN THE TOP OF A
 CQ0997'CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION
 CQ0997'AND IT IS BELIEVED THAT THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX0107 ***********************************************************************
 BX0107  DESIGNATION -  Z 58
 BX0107  PID         -  BX0107
 BX0107  STATE/COUNTY-  LA/CALDWELL
 BX0107  USGS QUAD   -  OLLA EAST (1984)
 BX0107
 BX0107                         *CURRENT SURVEY CONTROL
 BX0107  ___________________________________________________________________
 BX0107* NAD 83(1986)-  31 55 51.     (N)    092 11 50.     (W)     SCALED    
 BX0107* NAVD 88     -        60.38   (+/-2cm)     198.1    (feet)  VERTCON   
 BX0107  ___________________________________________________________________
 BX0107  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BX0107
 BX0107  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX0107
 BX0107.The horizontal coordinates were scaled from a topographic map and have
 BX0107.an estimated accuracy of +/- 6 seconds.
 BX0107
 BX0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX0107.The vertical order pertains to the NGVD 29 superseded value.
 BX0107
 BX0107.The geoid height was determined by GEOID03.
 BX0107
 BX0107;                    North         East    Units  Estimated Accuracy
 BX0107;SPC LA N     -   158,680.    1,028,630.      MT  (+/- 180 meters Scaled)
 BX0107
 BX0107                          SUPERSEDED SURVEY CONTROL
 BX0107
 BX0107  NGVD 29 (??/??/??)   60.394  (m)          198.14   (f) ADJUSTED    1 2
 BX0107
 BX0107.Superseded values are not recommended for survey control.
 BX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX0107.See file dsdata.txt to determine how the superseded data were derived.
 BX0107
 BX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWR758330(NAD 83)
 BX0107_MARKER: DB = BENCH MARK DISK
 BX0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX0107_STAMPING: Z 58 1935
 BX0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX0107+STABILITY: SURFACE MOTION
 BX0107
 BX0107  HISTORY     - Date     Condition        Report By
 BX0107  HISTORY     - 1935     MONUMENTED       CGS
 BX0107  HISTORY     - 1965     GOOD             CGS
 BX0107
 BX0107                          STATION DESCRIPTION
 BX0107
 BX0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX0107'3.45 MI NE FROM OLLA.
 BX0107'ABOUT 3.45 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BX0107'THE STATION AT OLLA, IN SECTION 18, T 12 N, R 2 E, ABOUT 0.4 MILE
 BX0107'NORTHEAST OF THE CALDWELL-LA SALLE PARISH LINE, IN LINE WITH ARROW OF
 BX0107'TELEPHONE POLES, 31 FEET SOUTHWEST OF TENTH POLE SOUTHWEST OF MILEPOST
 BX0107'545, 39 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 106 FEET NORTHWEST OF
 BX0107'THE CENTER LINE OF U.S. HIGHWAY 165, 9 FEET NORTHWEST OF A
 BX0107'RIGHT-OF-WAY FENCE, 1.8 FEET NORTHWEST OF A WOODEN WITNESS POST, AND
 BX0107'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THIS
 BX0107'BENCH MARK CAN ALSO BE REACHED BY GOING 3.8 MILES SOUTH ALONG THE
 BX0107'MISSOURI PACIFIC RAILROAD FROM THE STATION AT KELLY.  THIS BENCH MARK
 BX0107'IS CHIPPED ON 4 SIDES AND IS LEANING SLIGHTLY TO THE NORTHEAST, BUT
 BX0107'STILL APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0030 ***********************************************************************
 BK0030  DESIGNATION -  Z 59
 BK0030  PID         -  BK0030
 BK0030  STATE/COUNTY-  LA/EVANGELINE
 BK0030  USGS QUAD   -  VILLE PLATTE (1983)
 BK0030
 BK0030                         *CURRENT SURVEY CONTROL
 BK0030  ___________________________________________________________________
 BK0030* NAD 83(1986)-  30 41 11.     (N)    092 16 29.     (W)     SCALED    
 BK0030* NAVD 88     -        23.40   (+/-2cm)      76.8    (feet)  VERTCON   
 BK0030  ___________________________________________________________________
 BK0030  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK0030
 BK0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0030
 BK0030.The horizontal coordinates were scaled from a topographic map and have
 BK0030.an estimated accuracy of +/- 6 seconds.
 BK0030
 BK0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0030.The vertical order pertains to the NGVD 29 superseded value.
 BK0030
 BK0030.The geoid height was determined by GEOID03.
 BK0030
 BK0030;                    North         East    Units  Estimated Accuracy
 BK0030;SPC LA S     -   242,730.      909,800.      MT  (+/- 180 meters Scaled)
 BK0030
 BK0030                          SUPERSEDED SURVEY CONTROL
 BK0030
 BK0030  NGVD 29 (12/01/98)   23.363  (m)           76.65   (f) ADJUSTED    2 0
 BK0030
 BK0030.Superseded values are not recommended for survey control.
 BK0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0030.See file dsdata.txt to determine how the superseded data were derived.
 BK0030
 BK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP694950(NAD 83)
 BK0030_MARKER: DB = BENCH MARK DISK
 BK0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK0030_SP_SET: WATER TOWER FOUNDATION
 BK0030_STAMPING: Z 59 1935
 BK0030_MARK LOGO: CGS   
 BK0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK0030+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1996
 BK0030
 BK0030  HISTORY     - Date     Condition        Report By
 BK0030  HISTORY     - 1935     MONUMENTED       CGS
 BK0030  HISTORY     - 1961     GOOD             CGS
 BK0030  HISTORY     - 1979     GOOD             LADTD
 BK0030  HISTORY     - 19960304 GOOD             LADTD
 BK0030
 BK0030                          STATION DESCRIPTION
 BK0030
 BK0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BK0030'0.2 MI S FROM VILLE PLATTE.
 BK0030'ABOUT 0.2 MILE SOUTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0030'STATION AT VILLE PLATTE, 42 FEET WEST OF THE WEST RAIL OF THE MAIN
 BK0030'TRACK, SET IN THE TOP OF THE EAST CORNER OF THE SOUTHEAST CONCRETE
 BK0030'FOUNDATION OF THE CITY WATER TOWER, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BK0030'THE TRACK, AND PROJECTING 10 INCHES ABOVE THE GROUND.
 BK0030
 BK0030                          STATION RECOVERY (1979)
 BK0030
 BK0030'RECOVERY NOTE BY LA TRANSP AND DEV 1979
 BK0030'ABOUT 0.2 MILE SOUTH ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 BK0030'STATION AT VILLE PLATTE, 42 FEET WEST OF THE WEST RAIL OF THE MAIN
 BK0030'TRACK, SET IN THE TOP OF THE EAST CORNER OF THE SOUTHEAST CONCRETE
 BK0030'FOUNDATION OF THE CITY WATER TOWER, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BK0030'THE TRACK.
 BK0030
 BK0030                          STATION RECOVERY (1996)
 BK0030
 BK0030'RECOVERY NOTE BY LA TRANSP AND DEV 1996 (TLH)
 BK0030'THE STATION IS LOCATED IN VILLE PLATTE AT 219 SOUTHWEST RAILROAD
 BK0030'AVENUE AT THE CITY WATER TOWER, IN A SOUTHEAST DIAGONALLY DIRECTION
 BK0030'ACROSS THE STREET FROM THE POST OFFICE, SET IN THE TOP OF THE EAST
 BK0030'CORNER OF THE SOUTHEAST CONCRETE FOUNDATION OF THE WATER TOWER.
 BK0030'OWNERSHIP--CITY OF VILLE PLATTE, TELEPHONE 318-363-2939. THE STATION
 BK0030'IS 42.0 FT (12.8 M) WEST FROM THE WEST RAIL OF THE MAIN TRACK OF THE
 BK0030'A.K.D.N.  RAILROAD, FLUSH WITH THE FOUNDATION AND ABOUT 1.0 FT (0.3 M)
 BK0030'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1945 ***********************************************************************
 BX1945  DESIGNATION -  Z 67
 BX1945  PID         -  BX1945
 BX1945  STATE/COUNTY-  LA/VERNON
 BX1945  USGS QUAD   -  SLAGLE (1974)
 BX1945
 BX1945                         *CURRENT SURVEY CONTROL
 BX1945  ___________________________________________________________________
 BX1945* NAD 83(1986)-  31 09 00.     (N)    093 11 44.     (W)     SCALED    
 BX1945* NAVD 88     -       110.60   (+/-2cm)     362.9    (feet)  VERTCON   
 BX1945  ___________________________________________________________________
 BX1945  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BX1945
 BX1945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1945
 BX1945.The horizontal coordinates were scaled from a topographic map and have
 BX1945.an estimated accuracy of +/- 6 seconds.
 BX1945
 BX1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1945.The vertical order pertains to the NGVD 29 superseded value.
 BX1945
 BX1945.The geoid height was determined by GEOID03.
 BX1945
 BX1945;                    North         East    Units  Estimated Accuracy
 BX1945;SPC LA N     -    72,280.      933,680.      MT  (+/- 180 meters Scaled)
 BX1945
 BX1945                          SUPERSEDED SURVEY CONTROL
 BX1945
 BX1945  NGVD 29 (??/??/??)  110.690  (m)          363.16   (f) ADJUSTED    2 0
 BX1945
 BX1945.Superseded values are not recommended for survey control.
 BX1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1945.See file dsdata.txt to determine how the superseded data were derived.
 BX1945
 BX1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ813462(NAD 83)
 BX1945_MARKER: DB = BENCH MARK DISK
 BX1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1945_STAMPING: Z 67 1935
 BX1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1945+STABILITY: SURFACE MOTION
 BX1945
 BX1945  HISTORY     - Date     Condition        Report By
 BX1945  HISTORY     - 1935     MONUMENTED       CGS
 BX1945  HISTORY     - 1943     GOOD             CGS
 BX1945  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1945
 BX1945                          STATION DESCRIPTION
 BX1945
 BX1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX1945'4.3 MI NE FROM LEESVILLE.
 BX1945'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE PARISH COURTHOUSE
 BX1945'AT LEESVILLE, VERNON PARISH, AT A CEMETERY, 38 YARDS NORTHWEST OF THE
 BX1945'CENTERLINE OF THE HIGHWAY, 34 YARDS SOUTHWEST OF A FENCE CORNER, AT A
 BX1945'CURVE IN THE ROAD LEADING TO A CHURCH, AND 8 YARDS NORTH OF THE
 BX1945'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Z 67 1935 AND SET IN
 BX1945'THE TOP OF A CONCRETE POST.
 BX1945
 BX1945                          STATION RECOVERY (2001)
 BX1945
 BX1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1945'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK0047 ***********************************************************************
 BK0047  DESIGNATION -  Z 68
 BK0047  PID         -  BK0047
 BK0047  STATE/COUNTY-  LA/AVOYELLES
 BK0047  USGS QUAD   -  BUNKIE (1992)
 BK0047
 BK0047                         *CURRENT SURVEY CONTROL
 BK0047  ___________________________________________________________________
 BK0047* NAD 83(1986)-  30 55 07.     (N)    092 09 17.     (W)     SCALED    
 BK0047* NAVD 88     -        17.29   (+/-2cm)      56.7    (feet)  VERTCON   
 BK0047  ___________________________________________________________________
 BK0047  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BK0047
 BK0047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK0047
 BK0047.The horizontal coordinates were scaled from a topographic map and have
 BK0047.an estimated accuracy of +/- 6 seconds.
 BK0047
 BK0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0047.The vertical order pertains to the NGVD 29 superseded value.
 BK0047
 BK0047.The geoid height was determined by GEOID03.
 BK0047
 BK0047;                    North         East    Units  Estimated Accuracy
 BK0047;SPC LA N     -    46,470.    1,033,010.      MT  (+/- 180 meters Scaled)
 BK0047
 BK0047                          SUPERSEDED SURVEY CONTROL
 BK0047
 BK0047  NGVD 29 (??/??/??)   17.269  (m)           56.66   (f) ADJUSTED    2 0
 BK0047
 BK0047.Superseded values are not recommended for survey control.
 BK0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0047.See file dsdata.txt to determine how the superseded data were derived.
 BK0047
 BK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ807208(NAD 83)
 BK0047_MARKER: DB = BENCH MARK DISK
 BK0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0047_STAMPING: Z 68 1935
 BK0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0047+STABILITY: SURFACE MOTION
 BK0047
 BK0047  HISTORY     - Date     Condition        Report By
 BK0047  HISTORY     - 1935     MONUMENTED       CGS
 BK0047  HISTORY     - 1960     POOR             CGS
 BK0047  HISTORY     - 1975     GOOD             LADTD
 BK0047
 BK0047                          STATION DESCRIPTION
 BK0047
 BK0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BK0047'3.1 MI SE FROM BUNKIE.
 BK0047'LOCATED 3.1 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 BK0047'THE STATION AT BUNKIE, AT A ROAD CROSSING AND ENTRANCE TO THE F.F.
 BK0047'ROBULAIS AND SONS FARM.  IT IS 38 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 BK0047'OF THE TRACK, 59 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 71, 45
 BK0047'FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING THE TRACK, 84 FEET
 BK0047'NORTHWEST OF THE 2ND POLE NORTHWEST OF MILEPOST 160, 36 FEET SOUTH OF
 BK0047'THE SOUTHWEST CORNER OF A CATTLEGUARD, 1 FOOT SOUTHWEST OF THE
 BK0047'RIGHT-OF-WAY FENCE LINE, 11.5 FEET SOUTHEAST OF A FENCE CORNER AND 1
 BK0047'FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BK0047'STAMPED Z 68 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 BK0047'INCHES.
 BK0047
 BK0047                          STATION RECOVERY (1975)
 BK0047
 BK0047'RECOVERY NOTE BY LA TRANSP AND DEV 1975
 BK0047'FROM THE RAILROAD DEPOT IN BUNKIE ABOUT 3.1 MILE SE ALONG US HIGHWAY
 BK0047'71, 38 FT WEST OF THE WEST RAIL OF THE TEXAS AND PACIFIC RAILROAD
 BK0047'TRACK, 59 FT EAST OF THE CENTERLINE OF US HIGHWAY 71, 45 FT SOUTH OF
 BK0047'THE JUNCTION OF THE RAILROAD AND A GRAVELED ROAD CROSSING, 84 FT NW
 BK0047'OF THE SECOND TELEGRAPH POLE NW OF MILE POST NO 160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3366 ***********************************************************************
 BJ3366  DESIGNATION -  Z 80 RESET
 BJ3366  PID         -  BJ3366
 BJ3366  STATE/COUNTY-  LA/WASHINGTON
 BJ3366  USGS QUAD   -  CLIFTON (1983)
 BJ3366
 BJ3366                         *CURRENT SURVEY CONTROL
 BJ3366  ___________________________________________________________________
 BJ3366* NAD 83(1986)-  30 57 03.     (N)    090 10 46.     (W)     SCALED    
 BJ3366* NAVD 88     -        59.358  (meters)     194.74   (feet)  ADJUSTED  
 BJ3366  ___________________________________________________________________
 BJ3366  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ3366  DYNAMIC HT  -          59.281 (meters)     194.49  (feet)  COMP
 BJ3366  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 BJ3366
 BJ3366  VERT ORDER  -  SECOND    CLASS I
 BJ3366
 BJ3366.The horizontal coordinates were scaled from a topographic map and have
 BJ3366.an estimated accuracy of +/- 6 seconds.
 BJ3366
 BJ3366.The orthometric height was determined by differential leveling
 BJ3366.and adjusted by the National Geodetic Survey in February 1994..
 BJ3366
 BJ3366.The geoid height was determined by GEOID03.
 BJ3366
 BJ3366.The dynamic height is computed by dividing the NAVD 88
 BJ3366.geopotential number by the normal gravity value computed on the
 BJ3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3366.degrees latitude (g = 980.6199 gals.).
 BJ3366
 BJ3366.The modeled gravity was interpolated from observed gravity values.
 BJ3366
 BJ3366;                    North         East    Units  Estimated Accuracy
 BJ3366;SPC LA S     -   272,230.    1,110,260.      MT  (+/- 180 meters Scaled)
 BJ3366
 BJ3366                          SUPERSEDED SURVEY CONTROL
 BJ3366
 BJ3366.No superseded survey control is available for this station.
 BJ3366
 BJ3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ694275(NAD 83)
 BJ3366_MARKER: DV = VERTICAL CONTROL DISK
 BJ3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3366_SP_SET: CONCRETE POST
 BJ3366_STAMPING: Z 80 RESET 1982
 BJ3366_MARK LOGO: NGS   
 BJ3366_PROJECTION: FLUSH
 BJ3366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3366+STABILITY: SURFACE MOTION
 BJ3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ3366+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 BJ3366
 BJ3366  HISTORY     - Date     Condition        Report By
 BJ3366  HISTORY     - 1982     MONUMENTED       LADTD
 BJ3366  HISTORY     - 19890824 GOOD             LADTD
 BJ3366  HISTORY     - 20031110 GOOD             LADTD
 BJ3366
 BJ3366                          STATION DESCRIPTION
 BJ3366
 BJ3366'DESCRIBED BY LA TRANSP AND DEV 1982
 BJ3366'3.1 KM (1.9 MI) NORTH FROM CLIFTON.
 BJ3366'FROM THE MAIN CROSSROADS AT CLIFTON, GO NORTH ALONG STATE HIGHWAY 25
 BJ3366'FOR 3.1 KM (1.9 MI) TO THE STATION ON THE RIGHT NEAR A POWER POLE,
 BJ3366'15.5 METERS (51 FT) EAST OF THE CENTER OF STATE HIGHWAY 25, 36 METERS
 BJ3366'(118 FT) SOUTH OF THE CENTER OF A BLACKTOP PARISH ROAD, 32 METERS
 BJ3366'(105 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF CONCRETE PIPE UNDER
 BJ3366'PARISH ROAD, 2.4 METERS (8 FT) NORTH OF A POWER POLE.
 BJ3366'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 BJ3366'THE MARK IS 0.61 M BELOW LA 25.
 BJ3366
 BJ3366                          STATION RECOVERY (1989)
 BJ3366
 BJ3366'RECOVERY NOTE BY LA TRANSP AND DEV 1989 (SLC)
 BJ3366'THE STATION IS LOCATED ABOUT 13.6 KM (8.45 MI) NORTH OF FRANKLINTON,
 BJ3366'4.3 KM (2.65 MI) SOUTH OF WARNERTON AND 3.1 KM (1.90 MI) NORTH OF
 BJ3366'CLIFTON.  OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 BJ3366'DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BJ3366'25 AND 38 IN CLIFTON, GO NORTH FOR 3.1 KM (1.90 MI) ON HIGHWAY 25 TO
 BJ3366'THE MARK ON THE RIGHT, SET NEAR A POWER POLE. THE STATION IS 36.0 M
 BJ3366'(118.1 FT) SOUTH FROM THE CENTER OF A PARISH BLACKTOP ROAD NUMBER 8-8,
 BJ3366'32.0 M (105.0 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF A CONCRETE
 BJ3366'PIPE UNDER THE PARISH ROAD, 15.5 M (50.9 FT) EAST FROM THE CENTER OF
 BJ3366'THE HIGHWAY, 2.4 M (7.9 FT) NORTH FROM A POWER POLE AND 0.6 M (2.0 FT)
 BJ3366'SOUTH FROM A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 BJ3366'ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BJ3366
 BJ3366                          STATION RECOVERY (2003)
 BJ3366
 BJ3366'RECOVERY NOTE BY LA TRANSP AND DEV 2003 (SLC)
 BJ3366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2165 ***********************************************************************
 BX2165  DESIGNATION -  Z 97
 BX2165  PID         -  BX2165
 BX2165  STATE/COUNTY-  LA/SABINE
 BX2165  USGS QUAD   -  PLEASANT HILL (1989)
 BX2165
 BX2165                         *CURRENT SURVEY CONTROL
 BX2165  ___________________________________________________________________
 BX2165* NAD 83(1986)-  31 50 18.     (N)    093 32 02.     (W)     SCALED    
 BX2165* NAVD 88     -        93.10   (+/-2cm)     305.4    (feet)  VERTCON   
 BX2165  ___________________________________________________________________
 BX2165  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BX2165
 BX2165  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2165
 BX2165.The horizontal coordinates were scaled from a topographic map and have
 BX2165.an estimated accuracy of +/- 6 seconds.
 BX2165
 BX2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2165.The vertical order pertains to the NGVD 29 superseded value.
 BX2165
 BX2165.The geoid height was determined by GEOID03.
 BX2165
 BX2165;                    North         East    Units  Estimated Accuracy
 BX2165;SPC LA N     -   148,850.      902,140.      MT  (+/- 180 meters Scaled)
 BX2165
 BX2165                          SUPERSEDED SURVEY CONTROL
 BX2165
 BX2165  NGVD 29 (??/??/??)   93.146  (m)          305.60   (f) ADJUSTED    1 2
 BX2165
 BX2165.Superseded values are not recommended for survey control.
 BX2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2165.See file dsdata.txt to determine how the superseded data were derived.
 BX2165
 BX2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR494226(NAD 83)
 BX2165_MARKER: DB = BENCH MARK DISK
 BX2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2165_STAMPING: Z-97-1938
 BX2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2165+STABILITY: SURFACE MOTION
 BX2165
 BX2165  HISTORY     - Date     Condition        Report By
 BX2165  HISTORY     - 1938     MONUMENTED       CGS
 BX2165  HISTORY     - 20010331 GOOD             NGS
 BX2165
 BX2165                          STATION DESCRIPTION
 BX2165
 BX2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX2165'1.8 MI NW FROM PLEASANT HILL.
 BX2165'ABOUT 1.8 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 BX2165'STATION AT PLEASANT HILL, SABINE PARISH, ABOUT 18-1/2 POLES NORTHWEST
 BX2165'OF MILEPOST 270, ON A HIGH DUMP, AT A ROAD CROSSING, 75 FEET NORTHEAST
 BX2165'OF THE CENTER LINE OF THE MAIN TRACK, 68 FEET SOUTHEAST OF THE CENTER
 BX2165'LINE OF THE ROAD, AND 3 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 BX2165'FENCE.  A STANDARD DISK, STAMPED Z 97 1938 AND SET IN THE TOP OF A
 BX2165'CONCRETE POST.
 BX2165
 BX2165                          STATION RECOVERY (2001)
 BX2165
 BX2165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX2165'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ1626 ***********************************************************************
 CQ1626  DESIGNATION -  Z 98
 CQ1626  PID         -  CQ1626
 CQ1626  STATE/COUNTY-  LA/BIENVILLE
 CQ1626  USGS QUAD   -  JAMESTOWN (1986)
 CQ1626
 CQ1626                         *CURRENT SURVEY CONTROL
 CQ1626  ___________________________________________________________________
 CQ1626* NAD 83(1986)-  32 15 56.     (N)    093 10 32.     (W)     SCALED    
 CQ1626* NAVD 88     -        59.34   (+/-2cm)     194.7    (feet)  VERTCON   
 CQ1626  ___________________________________________________________________
 CQ1626  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CQ1626
 CQ1626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CQ1626
 CQ1626.The horizontal coordinates were scaled from a topographic map and have
 CQ1626.an estimated accuracy of +/- 6 seconds.
 CQ1626
 CQ1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ1626.The vertical order pertains to the NGVD 29 superseded value.
 CQ1626
 CQ1626.The geoid height was determined by GEOID03.
 CQ1626
 CQ1626;                    North         East    Units  Estimated Accuracy
 CQ1626;SPC LA N     -   195,960.      936,350.      MT  (+/- 180 meters Scaled)
 CQ1626
 CQ1626                          SUPERSEDED SURVEY CONTROL
 CQ1626
 CQ1626  NGVD 29 (??/??/??)   59.400  (m)          194.88   (f) ADJUSTED    2 0
 CQ1626
 CQ1626.Superseded values are not recommended for survey control.
 CQ1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ1626.See file dsdata.txt to determine how the superseded data were derived.
 CQ1626
 CQ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR834698(NAD 83)
 CQ1626_MARKER: DB = BENCH MARK DISK
 CQ1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CQ1626_STAMPING: Z-98 1938
 CQ1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ1626+STABILITY: SURFACE MOTION
 CQ1626
 CQ1626  HISTORY     - Date     Condition        Report By
 CQ1626  HISTORY     - 1938     MONUMENTED       CGS
 CQ1626  HISTORY     - 1982     MARK NOT FOUND   USGS
 CQ1626
 CQ1626                          STATION DESCRIPTION
 CQ1626
 CQ1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CQ1626'1.0 MI NW FROM CASTOR.
 CQ1626'ABOUT 1 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 CQ1626'THE STATION AT CASTOR, BIENVILLE PARISH, 19 FEET WEST OF MILEPOST 104,
 CQ1626'ABOUT 126 YARDS SOUTHEAST OF A ROAD CROSSING TO A FARMHOUSE EAST OF
 CQ1626'THE TRACK, ABOUT 71 YARDS NORTHWEST OF STATION SIGN S, 45 FEET WEST OF
 CQ1626'THE WEST RAIL, AND 2 FEET FROM A FENCE.  A STANDARD DISK, STAMPED Z 98
 CQ1626'1938 AND SET IN THE TOP OF A CONCRETE POST.
 CQ1626
 CQ1626                          STATION RECOVERY (1982)
 CQ1626
 CQ1626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CQ1626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1979 ***********************************************************************
 BX1979  DESIGNATION -  Z 99
 BX1979  PID         -  BX1979
 BX1979  STATE/COUNTY-  LA/VERNON
 BX1979  USGS QUAD   -  HORNBECK (1994)
 BX1979
 BX1979                         *CURRENT SURVEY CONTROL
 BX1979  ___________________________________________________________________
 BX1979* NAD 83(1986)-  31 17 57.     (N)    093 22 32.     (W)     SCALED    
 BX1979* NAVD 88     -        91.30   (+/-2cm)     299.5    (feet)  VERTCON   
 BX1979  ___________________________________________________________________
 BX1979  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BX1979
 BX1979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX1979
 BX1979.The horizontal coordinates were scaled from a topographic map and have
 BX1979.an estimated accuracy of +/- 6 seconds.
 BX1979
 BX1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1979.The vertical order pertains to the NGVD 29 superseded value.
 BX1979
 BX1979.The geoid height was determined by GEOID03.
 BX1979
 BX1979;                    North         East    Units  Estimated Accuracy
 BX1979;SPC LA N     -    88,950.      916,650.      MT  (+/- 180 meters Scaled)
 BX1979
 BX1979                          SUPERSEDED SURVEY CONTROL
 BX1979
 BX1979  NGVD 29 (??/??/??)   91.378  (m)          299.80   (f) ADJUSTED    2 0
 BX1979
 BX1979.Superseded values are not recommended for survey control.
 BX1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1979.See file dsdata.txt to determine how the superseded data were derived.
 BX1979
 BX1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ642628(NAD 83)
 BX1979_MARKER: DB = BENCH MARK DISK
 BX1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1979_STAMPING: Z 99 1938
 BX1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1979+STABILITY: SURFACE MOTION
 BX1979
 BX1979  HISTORY     - Date     Condition        Report By
 BX1979  HISTORY     - 1938     MONUMENTED       CGS
 BX1979  HISTORY     - 19940611 MARK NOT FOUND   USPSQD
 BX1979  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX1979
 BX1979                          STATION DESCRIPTION
 BX1979
 BX1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BX1979'2.4 MI SE FROM HORNBECK.
 BX1979'2.4 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 BX1979'STATION AT HORNBECK, VERNON PARISH, 0.4 MILE SOUTHEAST OF MILEPOST
 BX1979'654, AT THE CROSSING OF A ROAD LEADING TO A HOUSE ON THE WEST SIDE OF
 BX1979'THE TRACK, 35 FEET WEST OF THE WEST RAIL, 17 FEET SOUTH OF THE
 BX1979'CENTERLINE OF THE ROAD, 7 FEET SOUTH OF A POLE, AND IN LINE WITH A ROW
 BX1979'OF POLES.  A STANDARD DISK, STAMPED Z 99 1938 AND SET IN THE TOP OF A
 BX1979'CONCRETE POST.
 BX1979
 BX1979                          STATION RECOVERY (1994)
 BX1979
 BX1979'RECOVERY NOTE BY US POWER SQUADRON 1994
 BX1979'MARK NOT FOUND.
 BX1979
 BX1979                          STATION RECOVERY (2001)
 BX1979
 BX1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX1979'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0484 ***********************************************************************
 BJ0484  DESIGNATION -  ZACHARY
 BJ0484  PID         -  BJ0484
 BJ0484  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0484  USGS QUAD   -  ZACHARY (1980)
 BJ0484
 BJ0484                         *CURRENT SURVEY CONTROL
 BJ0484  ___________________________________________________________________
 BJ0484* NAD 83(1992)-  30 39 00.64215(N)    091 09 32.73120(W)     ADJUSTED  
 BJ0484* NAVD 88     -        31.808  (meters)     104.36   (feet)  ADJUSTED  
 BJ0484  ___________________________________________________________________
 BJ0484  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ0484  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0484  DYNAMIC HT  -          31.767 (meters)     104.22  (feet)  COMP
 BJ0484  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ0484
 BJ0484  HORZ ORDER  -  FIRST
 BJ0484  VERT ORDER  -  FIRST     CLASS I
 BJ0484
 BJ0484.The horizontal coordinates were established by classical geodetic methods
 BJ0484.and adjusted by the National Geodetic Survey in January 1993..
 BJ0484
 BJ0484.The orthometric height was determined by differential leveling
 BJ0484.and adjusted by the National Geodetic Survey in February 1994..
 BJ0484
 BJ0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0484
 BJ0484.The geoid height was determined by GEOID03.
 BJ0484
 BJ0484.The dynamic height is computed by dividing the NAVD 88
 BJ0484.geopotential number by the normal gravity value computed on the
 BJ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0484.degrees latitude (g = 980.6199 gals.).
 BJ0484
 BJ0484.The modeled gravity was interpolated from observed gravity values.
 BJ0484
 BJ0484;                    North         East     Units Scale Factor Converg.
 BJ0484;SPC LA S     -   238,352.733 1,016,701.050   MT  0.99998978   +0 05 13.6
 BJ0484;SPC LA S     -   781,995.59  3,335,626.69   sFT  0.99998978   +0 05 13.6
 BJ0484;UTM  15      - 3,392,278.935   676,397.193   MT  0.99998386   +0 56 19.4
 BJ0484
 BJ0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0484!SPC LA S     -   0.99999929  x   0.99998978  =   0.99998907
 BJ0484!UTM  15      -   0.99999929  x   0.99998386  =   0.99998315
 BJ0484
 BJ0484|---------------------------------------------------------------------|
 BJ0484| PID    Reference Object                     Distance      Geod. Az  |
 BJ0484|                                                           dddmmss.s |
 BJ0484| BJ0487 552                                  25.262 METERS 00303     |
 BJ0484| BJ0485 ZACHARY RM 4                          7.768 METERS 02839     |
 BJ0484| BJ4727 ZACHARY FLA GAS TRANS RAD MAST      APPROX. 4.4 KM 1141632.1 |
 BJ0484| BJ3966 ZACHARY AZ MK                       318.485 METERS 18417     |
 BJ0484| BJ4758 BAKER DIXIE PIPELINE RAD MAST       APPROX. 4.4 KM 1894437.0 |
 BJ0484| CW1681 ZACHARY RM 1                         31.126 METERS 31654     |
 BJ0484| BJ0486 ZACHARY RM 3                         10.206 METERS 32339     |
 BJ0484| BJ4802 ZACHARY MUN WATER TANK               13.531 METERS 35830     |
 BJ0484|---------------------------------------------------------------------|
 BJ0484
 BJ0484                          SUPERSEDED SURVEY CONTROL
 BJ0484
 BJ0484  NAD 83(1986)-  30 39 00.66023(N)    091 09 32.72801(W) AD(       ) 1
 BJ0484  NAD 27      -  30 38 59.99293(N)    091 09 32.34152(W) AD(       ) 1
 BJ0484  NGVD 29 (??/??/??)   31.817  (m)          104.39   (f) ADJUSTED    1 1
 BJ0484
 BJ0484.Superseded values are not recommended for survey control.
 BJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0484.See file dsdata.txt to determine how the superseded data were derived.
 BJ0484
 BJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7639792279(NAD 83)
 BJ0484_MARKER: DS = TRIANGULATION STATION DISK
 BJ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0484_SP_SET: CONCRETE POST
 BJ0484_STAMPING: ZACHARY 1970
 BJ0484_MARK LOGO: NGS   
 BJ0484_PROJECTION: FLUSH
 BJ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0484+STABILITY: SURFACE MOTION
 BJ0484
 BJ0484  HISTORY     - Date     Condition        Report By
 BJ0484  HISTORY     - 1970     MONUMENTED       NGS
 BJ0484  HISTORY     - 1973     GOOD             NGS
 BJ0484  HISTORY     - 1975     GOOD             NGS
 BJ0484  HISTORY     - 1976     GOOD             NGS
 BJ0484  HISTORY     - 1976     GOOD             NGS
 BJ0484  HISTORY     - 1983     GOOD             LADTD
 BJ0484  HISTORY     - 1985     GOOD             LADTD
 BJ0484  HISTORY     - 1987     GOOD             LA-033
 BJ0484
 BJ0484                          STATION DESCRIPTION
 BJ0484
 BJ0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ0484'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF ZACHARY NEAR THE
 BJ0484'MUNICIPAL WATER TANK, IN THE NORTHEAST 1/4 OF SECTION 82, R 1 W,
 BJ0484'T 4 S, ON PROPERTY OF THE CITY.
 BJ0484'
 BJ0484'TO REACH FROM THE RAILROAD DEPOT IN ZACHARY, GO WEST ON STATE HIGHWAY
 BJ0484'64 FOR 0.15 MILE TO THE STATION ON THE RIGHT IN A TRIANGLE FORMED BY
 BJ0484'STREETS.
 BJ0484'
 BJ0484'THE STATION MARK IS A STANDARD DISK, STAMPED ZACHARY 1970, SET IN THE
 BJ0484'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BJ0484'THE SURFACE OF THE GROUND.  IT IS 60 FEET WEST OF THE CENTER OF
 BJ0484'BAKER ROAD, 44 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 64
 BJ0484'AND 34.7 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE WATER TANK.
 BJ0484'
 BJ0484'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ZACHARY NO 1 1970,
 BJ0484'CEMENTED IN A DRILLED HOLE IN THE TOP OF A 2.2 FEET SQUARE CONCRETE
 BJ0484'BLOCK THAT PROJECTS 20 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 BJ0484'IS 47 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 64, 46 FEET
 BJ0484'SOUTH OF THE CENTER OF CHURCH STREET AND 36 FEET NORTHWEST OF A
 BJ0484'30-INCH OAK TREE.
 BJ0484'
 BJ0484'REFERENCE MARK 2 IS AN EAST BATON ROUGE PARISH BENCH MARK, STAMPED
 BJ0484'552 1968, SET IN THE TOP OF A LARGE CONCRETE SLAB THAT IS FLUSH WITH
 BJ0484'THE SURFACE OF THE GROUND.  IT IS 65 FEET WEST OF THE CENTER OF BAKER
 BJ0484'ROAD, 30 FEET NORTH OF THE NORTHEAST LEG OF THE WATER TANK AND
 BJ0484'28 FEET SOUTH OF THE CENTER OF CHURCH STREET.
 BJ0484'
 BJ0484'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ZACHARY 1970, SET IN THE
 BJ0484'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 BJ0484'ABOVE THE SURFACE OF THE GROUND.  IT IS 87 FEET SOUTH OF THE CENTER
 BJ0484'OF MAE STREET, 20 FEET EAST OF THE CENTER OF BAKER ROAD, 2 FEET
 BJ0484'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 BJ0484'1 FOOT WEST OF A FENCE.
 BJ0484'
 BJ0484'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BJ0484
 BJ0484                          STATION RECOVERY (1973)
 BJ0484
 BJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 BJ0484'THE STATION WAS VISITED 8-7-73 AND THE STATION AND ALL MARKS WERE
 BJ0484'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS REQUESTED MOVED
 BJ0484'DUE TO ROAD CONSTRUCTION.  REFERENCE MARKS NO. 3 AND NO. 4 WERE
 BJ0484'ESTABLISHED AT THIS DATE IN THE SW AND SE CONCRETE FOOTINGS OF
 BJ0484'THE WATER TANK.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO
 BJ0484'CHECK BY 0.11 FOOT AND BM 552 (E. BATON ROUGE) BY 0.02 FT., BOTH
 BJ0484'1970 MEASUREMENTS BEING LONG.  A NEW DESCRIPTION FOLLOWS--
 BJ0484'
 BJ0484'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF THE TOWN OF
 BJ0484'ZACHARY, NEAR THE SITE OF THE OLD MUNICIPAL WATER TANK, IN THE NE
 BJ0484'1/4 OF SEC. 82, R1W, T4S, ON CITY PROPERTY.  IT IS 60 FEET WEST OF
 BJ0484'THE CENTER OF BAKERS ROAD, 45 FEET NORTH OF THE CENTER OF STATE
 BJ0484'HIGHWAY 64, 20 FEET NORTHEAST OF A POWER POLE, 26.5 FEET SOUTH OF
 BJ0484'THE SOUTHEAST LEG OF THE WATER TANK, 34 FEET SOUTHEAST OF
 BJ0484'THE SOUTHWEST LEG OF THE WATER TANK.  IT IS A TRIANGULATION
 BJ0484'STATION DISK STAMPED ZACHARY 1970, FLUSH WITH THE GROUND.
 BJ0484'
 BJ0484'REFERENCE MARK NO. 2 (552 E. BATON ROUGE BM) IS 82.87 FEET NORTH OF
 BJ0484'THE STATION, 29 FEET SOUTH OF THE CENTER OF CHURCH STREET, 64 FEET
 BJ0484'WEST OF THE CENTER OF BAKERS ROAD, 29 FEET NORTH OF THE NORTHEAST
 BJ0484'LEG OF THE WATER TOWER, AND 29 FEET NORTHEAST OF THE NORTHWEST LEG.
 BJ0484'IT IS STAMPED 552 1968 FLUSH WITH THE GROUND.
 BJ0484'
 BJ0484'REFERENCE MARK NO. 3 IS 33.48 FEET NORTHWEST OF THE STATION, 82 FEET
 BJ0484'WEST OF THE CENTER OF BAKERS ROAD, AND 48 FEET NORTH OF THE CENTER
 BJ0484'OF STATE HIGHWAY 64.  IT IS STAMPED ZACHARY 1970 NO 3 1973 SET IN A
 BJ0484'DRILL HOLE IN THE CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF THE
 BJ0484'WATER TANK.
 BJ0484'
 BJ0484'REFERENCE MARK NO. 4 IS 25.48 FEET NNE OF THE STATION, 50 FEET WEST
 BJ0484'OF BAKERS ROAD, AND 67.5 FEET NORTH OF STATE HIGHWAY 64.  IT IS A
 BJ0484'REFERENCE MARK DISK STAMPED ZACHARY 1970 NO 4 1973, SET IN A
 BJ0484'DRILL HOLE IN THE CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF THE
 BJ0484'WATER TANK.
 BJ0484'
 BJ0484'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, IN THE SOUTHEAST
 BJ0484'QUADRANT OF THE INTERSECTION OF BAKER ROAD AND MOE STREET.  IT IS 87
 BJ0484'FEET SOUTH OF THE CENTER OF MOE STREET, 20 FEET EAST OF THE CENTER
 BJ0484'OF BAKERS ROAD, 2 FEET SSW OF A METAL WITNESS SIGN AND 1 FOOT WEST
 BJ0484'OF A FENCE.  IT IS AN AZIMUTH MARK DISK STAMPED ZACHARY 1970 FLUSH
 BJ0484'WITH THE GROUND.
 BJ0484'
 BJ0484'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE CENTER OF
 BJ0484'TOWN, GO WEST ON STATE HIGHWAY 64 FOR 0.15 MILE TO THE STATION ON
 BJ0484'RIGHT.
 BJ0484'
 BJ0484'THE AZIMUTH MARK IS 0.2 MILE SOUTH ALONG BAKER ROAD, ON THE LEFT.
 BJ0484'
 BJ0484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ZACHARY.
 BJ0484
 BJ0484                          STATION RECOVERY (1975)
 BJ0484
 BJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RT)
 BJ0484'THE STATION WAS VISITED 6-12-75 AND THE STATION, RM 3, RM 4, RM 2
 BJ0484'AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE 1973
 BJ0484'DESCRIPTION IS ADEQUATE TO FIND THIS STATION AND MARKS.
 BJ0484'
 BJ0484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ZACHARY.
 BJ0484'
 BJ0484'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BJ0484
 BJ0484                          STATION RECOVERY (1976)
 BJ0484
 BJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RT)
 BJ0484'THE STATION WAS VISITED 1-5-76 AND THE STATION MARK, RM 3, RM 2, RM 4
 BJ0484'AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE 1973
 BJ0484'DESCRIPTION IS ADEQUATE TO FIND THE STATION.
 BJ0484'
 BJ0484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ZACHARY.
 BJ0484
 BJ0484                          STATION RECOVERY (1976)
 BJ0484
 BJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ0484'IN ZACHARY.
 BJ0484'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 64 (MAIN STREET) FROM
 BJ0484'THE JUNCTION OF STATE HIGHWAY 1209 (EAST CENTRAL AVENUE), AT
 BJ0484'THE JUNCTION OF MAIN STREET AND BAKER ROAD, AT THE CITY WATER
 BJ0484'TANK, 60 FT WEST OF THE CENTER LINE OF THE ROAD, 22.5 FT NORTH-
 BJ0484'EAST OF THE CENTER LINE OF MAIN STREET, 33.45 FT SOUTHEAST OF
 BJ0484'ZACHARY RM 3, 25.49 FT SOUTH-SOUTHWEST OF ZACHARY RM 4
 BJ0484
 BJ0484                          STATION RECOVERY (1983)
 BJ0484
 BJ0484'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0484'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ZACHARY,
 BJ0484'ABOUT 0.2 KM (0.1 MILE) WEST ON STATE HIGHWAY 64 FROM THE RAILROAD
 BJ0484'DEPOT TO THE BENCH MARK ON THE RIGHT IN A TRIANGLE FORMED BY STREETS,
 BJ0484'21.6 METERS (71 FEET) SOUTHEAST OF A 48-INCH OAK TREE, 20.4 METERS (67
 BJ0484'FEET) WEST OF THE CENTER OF BAKER ROAD, 13.7 METERS (45 FEET)
 BJ0484'NORTHEAST OF THE CENTER OF STATE HIGHWAY 64, 7.5 METERS (24.5 FEET)
 BJ0484'EAST-NORTHEAST OF A CEMENT UTILITY POLE, 4.1 METERS (13.5 FEET) EAST
 BJ0484'OF A FLAG POLE.
 BJ0484'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 BJ0484'THE MARK IS 0.61 M ABOVE HIGHWAY 64.
 BJ0484
 BJ0484                          STATION RECOVERY (1985)
 BJ0484
 BJ0484'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ0484'RECOVERED IN GOOD CONDITION.
 BJ0484
 BJ0484                          STATION RECOVERY (1987)
 BJ0484
 BJ0484'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0484'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION OF ADDITIONAL
 BJ0484'MEASUREMENTS.  THE WATER TOWER HAS BEEN REMOVED AND A GAZEBO WAS
 BJ0484'ERECTED 11.1 METERS (43 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 BJ0484'GAZEBO AND 7.5 METERS (24.5 FT) EAST OF THE GRANITE GAZEBO MEMORIAL
 BJ0484'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ3966 ***********************************************************************
 BJ3966  DESIGNATION -  ZACHARY AZ MK
 BJ3966  PID         -  BJ3966
 BJ3966  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ3966  USGS QUAD   -  ZACHARY (1980)
 BJ3966
 BJ3966                         *CURRENT SURVEY CONTROL
 BJ3966  ___________________________________________________________________
 BJ3966* NAD 83(1992)-  30 38 50.32908(N)    091 09 33.62478(W)     ADJUSTED  
 BJ3966* NAVD 88     -        30.766  (meters)     100.94   (feet)  ADJUSTED  
 BJ3966  ___________________________________________________________________
 BJ3966  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ3966  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3966  DYNAMIC HT  -          30.726 (meters)     100.81  (feet)  COMP
 BJ3966  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ3966
 BJ3966  HORZ ORDER  -  SECOND
 BJ3966  VERT ORDER  -  SECOND    CLASS II
 BJ3966
 BJ3966.The horizontal coordinates were established by classical geodetic methods
 BJ3966.and adjusted by the National Geodetic Survey in January 1993..
 BJ3966
 BJ3966.The orthometric height was determined by differential leveling
 BJ3966.and adjusted by the National Geodetic Survey in February 1994..
 BJ3966
 BJ3966.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3966
 BJ3966.The geoid height was determined by GEOID03.
 BJ3966
 BJ3966.The dynamic height is computed by dividing the NAVD 88
 BJ3966.geopotential number by the normal gravity value computed on the
 BJ3966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ3966.degrees latitude (g = 980.6199 gals.).
 BJ3966
 BJ3966.The modeled gravity was interpolated from observed gravity values.
 BJ3966
 BJ3966;                    North         East     Units Scale Factor Converg.
 BJ3966;SPC LA S     -   238,035.105 1,016,677.740   MT  0.99998922   +0 05 13.2
 BJ3966;SPC LA S     -   780,953.51  3,335,550.22   sFT  0.99998922   +0 05 13.2
 BJ3966;UTM  15      - 3,391,960.998   676,378.607   MT  0.99998378   +0 56 18.7
 BJ3966
 BJ3966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3966!SPC LA S     -   0.99999945  x   0.99998922  =   0.99998867
 BJ3966!UTM  15      -   0.99999945  x   0.99998378  =   0.99998323
 BJ3966
 BJ3966|---------------------------------------------------------------------|
 BJ3966| PID    Reference Object                     Distance      Geod. Az  |
 BJ3966|                                                           dddmmss.s |
 BJ3966| BJ0487 552                                 343.741 METERS 00412     |
 BJ3966| BJ0484 ZACHARY                             318.485 METERS 00417     |
 BJ3966| BJ4813 17S005 LDH                          APPROX. 0.6 KM 1895250.5 |
 BJ3966|---------------------------------------------------------------------|
 BJ3966
 BJ3966                          SUPERSEDED SURVEY CONTROL
 BJ3966
 BJ3966  NAD 83(1986)-  30 38 50.34715(N)    091 09 33.62161(W) AD(       ) 2
 BJ3966  NAD 27      -  30 38 49.67961(N)    091 09 33.23503(W) AD(       ) 2
 BJ3966  NGVD 29 (07/19/86)   30.8    (m)          101.     (f) VERT ANG       
 BJ3966
 BJ3966.Superseded values are not recommended for survey control.
 BJ3966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3966.See file dsdata.txt to determine how the superseded data were derived.
 BJ3966
 BJ3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7637991961(NAD 83)
 BJ3966_MARKER: DZ = AZIMUTH MARK DISK
 BJ3966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3966_SP_SET: CONCRETE POST
 BJ3966_STAMPING: ZACHARY 1970
 BJ3966_MARK LOGO: NGS   
 BJ3966_PROJECTION: FLUSH
 BJ3966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3966+STABILITY: SURFACE MOTION
 BJ3966
 BJ3966  HISTORY     - Date     Condition        Report By
 BJ3966  HISTORY     - 1975     MONUMENTED       LADTD
 BJ3966  HISTORY     - 1987     GOOD             LA-033
 BJ3966
 BJ3966                          STATION DESCRIPTION
 BJ3966
 BJ3966'DESCRIBED BY LA TRANSP AND DEV 1975 (RT)
 BJ3966'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ZACHARY 1970, SET IN
 BJ3966'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 BJ3966'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 87 FEET SOUTH OF THE
 BJ3966'CENTER OF MAE STREET, 20 FEET EAST OF THE CENTER OF BAKER ROAD, 2
 BJ3966'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 BJ3966'AND 1 FOOT WEST OF A FENCE.
 BJ3966
 BJ3966                          STATION RECOVERY (1987)
 BJ3966
 BJ3966'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ3966'IN ZACHARY.
 BJ3966'ABOUT 0.32 KM (0.2 MI) SOUTH ALONG OLD BAKER ROAD FROM THE JUNCTION
 BJ3966'WITH STATE HIGHWAY 64 IN ZACHARY TO THE MARK ON THE LEFT, 26.8 METERS
 BJ3966'(88 FT) SOUTH OF THE CENTER OF MAE STREET, 6.1 METERS (20 FT) EAST OF
 BJ3966'THE CENTER OF OLD BAKER ROAD AND 0.15 METER WEST OF CHAIN LINK FENCE.
 BJ3966'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 BJ3966'THE MARK IS ABOVE LEVEL WITH OLD BAKER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4727 ***********************************************************************
 BJ4727  DESIGNATION -  ZACHARY FLA GAS TRANS RAD MAST
 BJ4727  PID         -  BJ4727
 BJ4727  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4727  USGS QUAD   -  FRED (1980)
 BJ4727
 BJ4727                         *CURRENT SURVEY CONTROL
 BJ4727  ___________________________________________________________________
 BJ4727* NAD 83(1992)-  30 38 01.53481(N)    091 07 01.23632(W)     ADJUSTED  
 BJ4727* NAVD 88     -                                                        
 BJ4727  ___________________________________________________________________
 BJ4727  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ4727  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4727
 BJ4727  HORZ ORDER  -  THIRD
 BJ4727
 BJ4727.The horizontal coordinates were established by classical geodetic methods
 BJ4727.and adjusted by the National Geodetic Survey in January 1993..
 BJ4727
 BJ4727
 BJ4727.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4727
 BJ4727.The geoid height was determined by GEOID03.
 BJ4727
 BJ4727;                    North         East     Units Scale Factor Converg.
 BJ4727;SPC LA S     -   236,539.399 1,020,738.037   MT  0.99998658   +0 06 29.4
 BJ4727;SPC LA S     -   776,046.34  3,348,871.38   sFT  0.99998658   +0 06 29.4
 BJ4727;UTM  15      - 3,390,525.794   680,460.704   MT  1.00000175   +0 57 35.0
 BJ4727
 BJ4727                          SUPERSEDED SURVEY CONTROL
 BJ4727
 BJ4727  NAD 83(1986)-  30 38 01.55273(N)    091 07 01.23324(W) AD(       ) 4
 BJ4727  NAD 27      -  30 38 00.88474(N)    091 07 00.85536(W) AD(       ) 3
 BJ4727
 BJ4727.Superseded values are not recommended for survey control.
 BJ4727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4727.See file dsdata.txt to determine how the superseded data were derived.
 BJ4727
 BJ4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8046190526(NAD 83)
 BJ4727_MARKER: 42 = RADIO/TV MAST
 BJ4727
 BJ4727  HISTORY     - Date     Condition        Report By
 BJ4727  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4727
 BJ4727                          STATION DESCRIPTION
 BJ4727
 BJ4727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4727'FLORIDA GAS TRANSMISSION RADIO STATION KKX364 IS LOCATED WITHIN A
 BJ4727'LARGE FENCED AREA, ON COMPANY GROUNDS, AT THE SITE OF THE COMPANY
 BJ4727'PUMPING STATION WHICH IS ABOUT 3 MILES EAST-SOUTHEAST OF ZACHARY,
 BJ4727'0.4 MILE WEST OF STATE HIGHWAY 67 (PLANK ROAD) AND ABOUT 250 FEET
 BJ4727'SOUTH OF LOWER ZACHARY ROAD.
 BJ4727'
 BJ4727'A SLENDER, TRIANGULAR SHAPED STEEL MAST, 250 FEET IN HEIGHT, PAINTED
 BJ4727'ORANGE-WHITE ALTERNATE SECTIONS, HAS A RED LIGHT AND SMALL ANTENNA
 BJ4727'MOUNTED AT THE TOP.
 BJ4727'
 BJ4727'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4806 ***********************************************************************
 BJ4806  DESIGNATION -  ZACHARY GSU MICROWAVE
 BJ4806  PID         -  BJ4806
 BJ4806  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4806  USGS QUAD   -  ZACHARY (1980)
 BJ4806
 BJ4806                         *CURRENT SURVEY CONTROL
 BJ4806  ___________________________________________________________________
 BJ4806* NAD 83(1992)-  30 38 21.35762(N)    091 14 42.16560(W)     ADJUSTED  
 BJ4806* NAVD 88     -                                                        
 BJ4806  ___________________________________________________________________
 BJ4806  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ4806  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4806
 BJ4806  HORZ ORDER  -  THIRD
 BJ4806
 BJ4806.The horizontal coordinates were established by classical geodetic methods
 BJ4806.and adjusted by the National Geodetic Survey in January 1993..
 BJ4806
 BJ4806
 BJ4806.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4806
 BJ4806.The geoid height was determined by GEOID03.
 BJ4806
 BJ4806;                    North         East     Units Scale Factor Converg.
 BJ4806;SPC LA S     -   237,133.527 1,008,463.284   MT  0.99998765   +0 02 38.9
 BJ4806;SPC LA S     -   777,995.58  3,308,599.96   sFT  0.99998765   +0 02 38.9
 BJ4806;UTM  15      - 3,390,937.542   668,178.630   MT  0.99994892   +0 53 40.5
 BJ4806
 BJ4806                          SUPERSEDED SURVEY CONTROL
 BJ4806
 BJ4806  NAD 83(1986)-  30 38 21.37599(N)    091 14 42.16211(W) AD(       ) 4
 BJ4806  NAD 27      -  30 38 20.70526(N)    091 14 41.76687(W) AD(       ) 3
 BJ4806
 BJ4806.Superseded values are not recommended for survey control.
 BJ4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4806.See file dsdata.txt to determine how the superseded data were derived.
 BJ4806
 BJ4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6817990938(NAD 83)
 BJ4806_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 BJ4806
 BJ4806  HISTORY     - Date     Condition        Report By
 BJ4806  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4806
 BJ4806                          STATION DESCRIPTION
 BJ4806
 BJ4806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4806'GULF STATES UTILITIES MICROWAVE KKV73 IS LOCATED WITHIN A FENCED
 BJ4806'AREA, ABOUT 5-1/2 MILES WEST OF ZACHARY, 6-1/4 MILES NORTHWEST OF
 BJ4806'BAKER AND ABOUT 200 FEET WEST OF U.S. HIGHWAY 61.
 BJ4806'
 BJ4806'A 3 CHANNEL LEGGED GALVANIZED STEEL STRUCTURE, 160 FEET IN HEIGHT
 BJ4806'WITH A ROUND TYPE ANTENNA MOUNTED AT THE TOP OF THE SOUTHWEST LEG.
 BJ4806'
 BJ4806'POINT INTERSECTED, WAS TOP-CENTER OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4802 ***********************************************************************
 BJ4802  DESIGNATION -  ZACHARY MUN WATER TANK
 BJ4802  PID         -  BJ4802
 BJ4802  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4802  USGS QUAD   -  ZACHARY (1980)
 BJ4802
 BJ4802                         *CURRENT SURVEY CONTROL
 BJ4802  ___________________________________________________________________
 BJ4802* NAD 83(1992)-  30 39 01.08139(N)    091 09 32.74443(W)     ADJUSTED  
 BJ4802* NAVD 88     -                                                        
 BJ4802  ___________________________________________________________________
 BJ4802  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4802  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4802
 BJ4802  HORZ ORDER  -  THIRD
 BJ4802
 BJ4802.The horizontal coordinates were established by classical geodetic methods
 BJ4802.and adjusted by the National Geodetic Survey in January 1993..
 BJ4802
 BJ4802
 BJ4802.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4802
 BJ4802.The geoid height was determined by GEOID03.
 BJ4802
 BJ4802;                    North         East     Units Scale Factor Converg.
 BJ4802;SPC LA S     -   238,366.258 1,016,700.677   MT  0.99998981   +0 05 13.6
 BJ4802;SPC LA S     -   782,039.96  3,335,625.47   sFT  0.99998981   +0 05 13.6
 BJ4802;UTM  15      - 3,392,292.454   676,396.619   MT  0.99998386   +0 56 19.4
 BJ4802
 BJ4802                          SUPERSEDED SURVEY CONTROL
 BJ4802
 BJ4802  NAD 83(1986)-  30 39 01.09945(N)    091 09 32.74157(W) AD(       ) 4
 BJ4802  NAD 27      -  30 39 00.43216(N)    091 09 32.35474(W) AD(       ) 3
 BJ4802
 BJ4802.Superseded values are not recommended for survey control.
 BJ4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4802.See file dsdata.txt to determine how the superseded data were derived.
 BJ4802
 BJ4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7639792292(NAD 83)
 BJ4802_MARKER: 53 = ELEVATED TANK
 BJ4802
 BJ4802  HISTORY     - Date     Condition        Report By
 BJ4802  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4802
 BJ4802                          STATION DESCRIPTION
 BJ4802
 BJ4802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4802'ZACHARY, MUNICIPAL WATER TANK IS LOCATED IN THE NORTH CENTRAL SECTION
 BJ4802'OF TOWN, IN A GRASS COVERED TRIANGLE WHICH IS FORMED BY HIGH STREET,
 BJ4802'BAKER ROAD AND CHURCH STREET.
 BJ4802'
 BJ4802'A LARGE STEEL TANK, 130 FEET IN HEIGHT, SILVER IN COLOR, AN OVAL
 BJ4802'SHAPED ROOF, ZACHARY PRINTED IN BLUE ON THE SIDE OF THE TANK,
 BJ4802'SUPPORTED BY 4 TUBULAR TYPE STEEL LEGS.
 BJ4802'
 BJ4802'POINT INTERSECTED, WAS TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ4825 ***********************************************************************
 BJ4825  DESIGNATION -  ZACHARY OLD MUN WT
 BJ4825  PID         -  BJ4825
 BJ4825  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ4825  USGS QUAD   -  ZACHARY (1980)
 BJ4825
 BJ4825                         *CURRENT SURVEY CONTROL
 BJ4825  ___________________________________________________________________
 BJ4825* NAD 83(1992)-  30 39 01.06124(N)    091 09 32.74401(W)     ADJUSTED  
 BJ4825* NAVD 88     -                                                        
 BJ4825  ___________________________________________________________________
 BJ4825  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4825  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ4825
 BJ4825  HORZ ORDER  -  THIRD
 BJ4825
 BJ4825.The horizontal coordinates were established by classical geodetic methods
 BJ4825.and adjusted by the National Geodetic Survey in January 1993..
 BJ4825
 BJ4825
 BJ4825.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4825
 BJ4825.The geoid height was determined by GEOID03.
 BJ4825
 BJ4825;                    North         East     Units Scale Factor Converg.
 BJ4825;SPC LA S     -   238,365.638 1,016,700.689   MT  0.99998981   +0 05 13.6
 BJ4825;SPC LA S     -   782,037.93  3,335,625.51   sFT  0.99998981   +0 05 13.6
 BJ4825;UTM  15      - 3,392,291.834   676,396.641   MT  0.99998386   +0 56 19.4
 BJ4825
 BJ4825                          SUPERSEDED SURVEY CONTROL
 BJ4825
 BJ4825  NAD 83(1986)-  30 39 01.07915(N)    091 09 32.74013(W) AD(       ) 4
 BJ4825  NAD 27      -  30 39 00.40445(N)    091 09 32.29865(W) AD(       ) 3
 BJ4825
 BJ4825.Superseded values are not recommended for survey control.
 BJ4825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4825.See file dsdata.txt to determine how the superseded data were derived.
 BJ4825
 BJ4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7639792292(NAD 83)
 BJ4825_MARKER: 51 = TANK
 BJ4825
 BJ4825  HISTORY     - Date     Condition        Report By
 BJ4825  HISTORY     - 1975     FIRST OBSERVED   LADTD
 BJ4825
 BJ4825                          STATION DESCRIPTION
 BJ4825
 BJ4825'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0486 ***********************************************************************
 BJ0486  DESIGNATION -  ZACHARY RM 3
 BJ0486  PID         -  BJ0486
 BJ0486  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0486  USGS QUAD   -  ZACHARY (1980)
 BJ0486
 BJ0486                         *CURRENT SURVEY CONTROL
 BJ0486  ___________________________________________________________________
 BJ0486* NAD 83(1986)-  30 39 01.     (N)    091 09 32.     (W)     SCALED    
 BJ0486* NAVD 88     -        32.013  (meters)     105.03   (feet)  ADJUSTED  
 BJ0486  ___________________________________________________________________
 BJ0486  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0486  DYNAMIC HT  -          31.971 (meters)     104.89  (feet)  COMP
 BJ0486  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ0486
 BJ0486  VERT ORDER  -  FIRST     CLASS I
 BJ0486
 BJ0486.The horizontal coordinates were scaled from a topographic map and have
 BJ0486.an estimated accuracy of +/- 6 seconds.
 BJ0486
 BJ0486.The orthometric height was determined by differential leveling
 BJ0486.and adjusted by the National Geodetic Survey in February 1994..
 BJ0486
 BJ0486.The geoid height was determined by GEOID03.
 BJ0486
 BJ0486.The dynamic height is computed by dividing the NAVD 88
 BJ0486.geopotential number by the normal gravity value computed on the
 BJ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0486.degrees latitude (g = 980.6199 gals.).
 BJ0486
 BJ0486.The modeled gravity was interpolated from observed gravity values.
 BJ0486
 BJ0486;                    North         East    Units  Estimated Accuracy
 BJ0486;SPC LA S     -   238,360.    1,016,720.      MT  (+/- 180 meters Scaled)
 BJ0486
 BJ0486                          SUPERSEDED SURVEY CONTROL
 BJ0486
 BJ0486  NGVD 29 (??/??/??)   32.011  (m)          105.02   (f) ADJUSTED    1 1
 BJ0486
 BJ0486.Superseded values are not recommended for survey control.
 BJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0486.See file dsdata.txt to determine how the superseded data were derived.
 BJ0486
 BJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP764922(NAD 83)
 BJ0486_MARKER: DR = REFERENCE MARK DISK
 BJ0486_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0486_SP_SET: CONCRETE FOOTING
 BJ0486_STAMPING: ZACHARY 1970 RM 3 1973
 BJ0486_MARK LOGO: NGS   
 BJ0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0486+STABILITY: SURFACE MOTION
 BJ0486
 BJ0486  HISTORY     - Date     Condition        Report By
 BJ0486  HISTORY     - 1973     MONUMENTED       NGS
 BJ0486  HISTORY     - 1976     GOOD             NGS
 BJ0486  HISTORY     - 1983     GOOD             LADTD
 BJ0486  HISTORY     - 1987     GOOD             LA-033
 BJ0486
 BJ0486                          STATION DESCRIPTION
 BJ0486
 BJ0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0486'IN ZACHARY.
 BJ0486'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 64 (MAIN STREET) FROM
 BJ0486'THE JUNCTION OF STATE HIGHWAY 1209 (EAST CENTRAL AVENUE), AT
 BJ0486'THE JUNCTION OF MAIN STREET AND BAKER ROAD, AT CITY WATER TANK,
 BJ0486'IN TOP OF THE SOUTH CORNER OF A CONCRETE BASE FOR THE SOUTH-
 BJ0486'WEST STEEL LEG OF THE WATER TOWER, 33.45 FT NORTHWEST OF
 BJ0486'TRIANGULATION STATION ZACHARY
 BJ0486
 BJ0486                          STATION RECOVERY (1983)
 BJ0486
 BJ0486'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0486'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ZACHARY,
 BJ0486'ABOUT 0.2 KM (0.1 MILE) WEST ON STATE HIGHWAY 64 FROM THE RAILROAD
 BJ0486'DEPOT TO THE BENCH MARK ON THE RIGHT IN A TRIANGLE FORMED BY STREETS
 BJ0486'SET IN A CONCRETE BASE  OF A DESTROYED WATER TOWER, 14.9 METERS (49
 BJ0486'FEET) NORTH OF THE CENTER OF HIGHWAY 64, 11 METERS (36 FEET) SOUTHEAST
 BJ0486'OF A 48-INCH OAK TREE, 9.6 METERS (31.5 FEET) EAST-NORTHEAST OF A
 BJ0486'RIGHT-OF-WAY MARKER.
 BJ0486'THE MARK IS 6.25 METERS  NW FROM  A FLAGPOLE
 BJ0486'THE MARK IS 0.91 M ABOVE HIGHWAY 64.
 BJ0486
 BJ0486                          STATION RECOVERY (1987)
 BJ0486
 BJ0486'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0486'RECOVERED IN GOOD CONDITON.  NEW DESCRIPTION FOLLOWS.  THIS MARK WAS
 BJ0486'RECOVERED IN GOOD CONDITION WITH THE ADDITIONAL MEASUREMENTS, 7.9
 BJ0486'METERS (26 FT) SOUTHWEST OF THE CENTER OF A GAZEBO AND 5.2 METERS (17
 BJ0486'FT) NORTH OF A GRANITE GAZEBO MEMORIAL MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ0485 ***********************************************************************
 BJ0485  DESIGNATION -  ZACHARY RM 4
 BJ0485  PID         -  BJ0485
 BJ0485  STATE/COUNTY-  LA/EAST BATON ROUGE
 BJ0485  USGS QUAD   -  ZACHARY (1980)
 BJ0485
 BJ0485                         *CURRENT SURVEY CONTROL
 BJ0485  ___________________________________________________________________
 BJ0485* NAD 83(1986)-  30 39 01.     (N)    091 09 32.     (W)     SCALED    
 BJ0485* NAVD 88     -        32.017  (meters)     105.04   (feet)  ADJUSTED  
 BJ0485  ___________________________________________________________________
 BJ0485  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0485  DYNAMIC HT  -          31.976 (meters)     104.91  (feet)  COMP
 BJ0485  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ0485
 BJ0485  VERT ORDER  -  FIRST     CLASS I
 BJ0485
 BJ0485.The horizontal coordinates were scaled from a topographic map and have
 BJ0485.an estimated accuracy of +/- 6 seconds.
 BJ0485
 BJ0485.The orthometric height was determined by differential leveling
 BJ0485.and adjusted by the National Geodetic Survey in February 1994..
 BJ0485
 BJ0485.The geoid height was determined by GEOID03.
 BJ0485
 BJ0485.The dynamic height is computed by dividing the NAVD 88
 BJ0485.geopotential number by the normal gravity value computed on the
 BJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BJ0485.degrees latitude (g = 980.6199 gals.).
 BJ0485
 BJ0485.The modeled gravity was interpolated from observed gravity values.
 BJ0485
 BJ0485;                    North         East    Units  Estimated Accuracy
 BJ0485;SPC LA S     -   238,360.    1,016,720.      MT  (+/- 180 meters Scaled)
 BJ0485
 BJ0485                          SUPERSEDED SURVEY CONTROL
 BJ0485
 BJ0485  NGVD 29 (??/??/??)   32.030  (m)          105.09   (f) ADJUSTED    1 1
 BJ0485
 BJ0485.Superseded values are not recommended for survey control.
 BJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0485.See file dsdata.txt to determine how the superseded data were derived.
 BJ0485
 BJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP764922(NAD 83)
 BJ0485_MARKER: DR = REFERENCE MARK DISK
 BJ0485_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0485_SP_SET: CONCRETE FOOTING
 BJ0485_STAMPING: ZACHARY 1970 RM 4 1973
 BJ0485_MARK LOGO: NGS   
 BJ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0485+STABILITY: SURFACE MOTION
 BJ0485
 BJ0485  HISTORY     - Date     Condition        Report By
 BJ0485  HISTORY     - 1973     MONUMENTED       NGS
 BJ0485  HISTORY     - 1976     GOOD             NGS
 BJ0485  HISTORY     - 1983     GOOD             LADTD
 BJ0485  HISTORY     - 1985     GOOD             LADTD
 BJ0485  HISTORY     - 1987     GOOD             LA-033
 BJ0485
 BJ0485                          STATION DESCRIPTION
 BJ0485
 BJ0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BJ0485'IN ZACHARY.
 BJ0485'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 64 (MAIN STREET) FROM
 BJ0485'THE JUNCTION OF STATE HIGHWAY 1209 (EAST CENTRAL AVENUE) AT
 BJ0485'ZACHARY, AT THE JUNCTION OF MAIN STREET AND BAKER ROAD, AT THE
 BJ0485'CITY WATER TANK, IN TOP OF THE SOUTH CORNER OF THE CONCRETE BASE
 BJ0485'FOR THE SOUTHEAST STEEL LEG FOR WATER TOWER, 25.49 FT NORTH-
 BJ0485'NORTHEAST OF TRIANGULATION STATION ZACHARY.
 BJ0485
 BJ0485                          STATION RECOVERY (1983)
 BJ0485
 BJ0485'RECOVERY NOTE BY LA TRANSP AND DEV 1983
 BJ0485'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ZACHARY,
 BJ0485'ABOUT 0.2 KM (0.1 MILE) WEST ON STATE HIGHWAY 64 FROM THE RAILROAD
 BJ0485'DEPOT TO THE BENCH MARK ON THE RIGHT IN A TRIANGLE FORMED BY STREETS
 BJ0485'SET IN A CONCRETE BASE OF A DESTROYED WATER TOWER, 20.7 METERS (68
 BJ0485'FEET) NORTH OF THE CENTER OF STATE HIGHWAY 64, 17.7 METERS (58 FEET)
 BJ0485'SOUTHEAST OF A POWER POLE, 15.2 METERS (50 FEET) WEST OF THE CENTER OF
 BJ0485'BAKER ROAD.
 BJ0485'THE MARK IS 6.25 METERS  N FROM  A FLAGPOLE
 BJ0485'THE MARK IS 0.91 M ABOVE HIGHWAY 64.
 BJ0485
 BJ0485                          STATION RECOVERY (1985)
 BJ0485
 BJ0485'RECOVERY NOTE BY LA TRANSP AND DEV 1985
 BJ0485'RECOVERED IN GOOD CONDITION.
 BJ0485
 BJ0485                          STATION RECOVERY (1987)
 BJ0485
 BJ0485'RECOVERY NOTE BY EAST BATON ROUGE PARISH LOUISIANA 1987
 BJ0485'RECOVERED IN GOOD CONDITION WITH THE ADDITIONAL MEASUREMENTS, 11
 BJ0485'METERS (36 FT) NORTHEAST OF A GRANITE GAZEBO MEMORIAL MARKER, 7.6
 BJ0485'METERS (25 FT) SOUTHWEST OF A 8-INCH WATER WELL CASING HEAD VALVE AND
 BJ0485'7 METERS (23 FT) SOUTHEAST OF THE CENTER OF A GAZEBO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0919 ***********************************************************************
 AT0919  DESIGNATION -  ZERO 1950
 AT0919  PID         -  AT0919
 AT0919  STATE/COUNTY-  LA/ST BERNARD
 AT0919  USGS QUAD   -  FREEMASON ISLAND (1951)
 AT0919
 AT0919                         *CURRENT SURVEY CONTROL
 AT0919  ___________________________________________________________________
 AT0919* NAD 83(1992)-  29 51 33.02428(N)    088 55 33.85581(W)     ADJUSTED  
 AT0919* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AT0919  ___________________________________________________________________
 AT0919  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AT0919  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AT0919
 AT0919  HORZ ORDER  -  THIRD
 AT0919
 AT0919.The horizontal coordinates were established by classical geodetic methods
 AT0919.and adjusted by the National Geodetic Survey in May 1994..
 AT0919
 AT0919.The orthometric height was scaled from a topographic map.
 AT0919
 AT0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0919
 AT0919.The geoid height was determined by GEOID03.
 AT0919
 AT0919;                    North         East     Units Scale Factor Converg.
 AT0919;SPC LA S     -   153,099.650 1,232,561.354   MT  0.99992878   +1 12 13.2
 AT0919;SPC LA S     -   502,294.44  4,043,828.38   sFT  0.99992878   +1 12 13.2
 AT0919;UTM  16      - 3,304,738.035   313,955.379   MT  1.00002707   -0 57 33.2
 AT0919
 AT0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0919!SPC LA S     -   1.00000411  x   0.99992878  =   0.99993289
 AT0919!UTM  16      -   1.00000411  x   1.00002707  =   1.00003118
 AT0919
 AT0919:                Primary Azimuth Mark                     Grid Az
 AT0919:SPC LA S     -  CHANDELEUR LIGHT                         012 50 02.4
 AT0919:UTM  16      -  CHANDELEUR LIGHT                         014 59 48.8
 AT0919
 AT0919|---------------------------------------------------------------------|
 AT0919| PID    Reference Object                     Distance      Geod. Az  |
 AT0919|                                                           dddmmss.s |
 AT0919| BH2339 CHANDELEUR LIGHT                    APPROX.21.6 KM 0140215.6 |
 AT0919|---------------------------------------------------------------------|
 AT0919
 AT0919                          SUPERSEDED SURVEY CONTROL
 AT0919
 AT0919  NAD 83(1992)-  29 51 33.03128(N)    088 55 33.84652(W) AD(       ) 3
 AT0919  NAD 83(1986)-  29 51 33.03086(N)    088 55 33.84637(W) AD(       ) 3
 AT0919  NAD 27      -  29 51 32.31800(N)    088 55 33.74800(W) AD(       ) 3
 AT0919
 AT0919.Superseded values are not recommended for survey control.
 AT0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0919.See file dsdata.txt to determine how the superseded data were derived.
 AT0919
 AT0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1395504738(NAD 83)
 AT0919_MARKER: DS = TRIANGULATION STATION DISK
 AT0919_SETTING: 0 = UNSPECIFIED SETTING
 AT0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0919
 AT0919  HISTORY     - Date     Condition        Report By
 AT0919  HISTORY     - 1950     MONUMENTED       CGS
 AT0919
 AT0919                          STATION DESCRIPTION
 AT0919
 AT0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0919'THE STATION IS LOCATED ON THE MOST W END OF NORTH ISLAND GROUP, IN A
 AT0919'SHELL BANK
 AT0919'DEPOSITED ALONG THE EDGE OF THE MARSH, 27 FEET E OF THE
 AT0919'EDGE OF THE BANK, AND 15 FEET
 AT0919'SW OF A WITNESS POST.
 AT0919'
 AT0919'STATION MARK IS A STANDARD DISK, STAMPED ZERO 1950, AND SET IN THE
 AT0919'TOP OF A 6-INCH
 AT0919'ROUND CONCRETE TILE PROJECTING 4 INCHES ABOVE GROUND.
 AT0919'
 AT0919'STATION IS 19.2 METERS 45 DEG NW  FROM THE APPARENT
 AT0919'SHORELINE.
 AT0919'
 AT0919'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1023 ***********************************************************************
 BX1023  DESIGNATION -  ZIMMERMAN RM 1
 BX1023  PID         -  BX1023
 BX1023  STATE/COUNTY-  LA/RAPIDES
 BX1023  USGS QUAD   -  BOYCE (1992)
 BX1023
 BX1023                         *CURRENT SURVEY CONTROL
 BX1023  ___________________________________________________________________
 BX1023* NAD 83(1986)-  31 24 57.     (N)    092 42 10.     (W)     SCALED    
 BX1023* NAVD 88     -        28.26   (+/-2cm)      92.7    (feet)  VERTCON   
 BX1023  ___________________________________________________________________
 BX1023  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1023
 BX1023  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1023
 BX1023.The horizontal coordinates were scaled from a topographic map and have
 BX1023.an estimated accuracy of +/- 6 seconds.
 BX1023
 BX1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1023.The vertical order pertains to the NGVD 29 superseded value.
 BX1023
 BX1023.The geoid height was determined by GEOID03.
 BX1023
 BX1023;                    North         East    Units  Estimated Accuracy
 BX1023;SPC LA N     -   101,560.      980,720.      MT  (+/- 180 meters Scaled)
 BX1023
 BX1023                          SUPERSEDED SURVEY CONTROL
 BX1023
 BX1023  NGVD 29 (??/??/??)   28.265  (m)           92.73   (f) ADJUSTED    1 2
 BX1023
 BX1023.Superseded values are not recommended for survey control.
 BX1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1023.See file dsdata.txt to determine how the superseded data were derived.
 BX1023
 BX1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ282757(NAD 83)
 BX1023_MARKER: DR = REFERENCE MARK DISK
 BX1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1023_STAMPING: ZIMMERMAN 1919
 BX1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1023+STABILITY: SURFACE MOTION
 BX1023
 BX1023  HISTORY     - Date     Condition        Report By
 BX1023  HISTORY     - 1919     MONUMENTED       CGS
 BX1023  HISTORY     - 1962     GOOD             CGS
 BX1023  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 BX1023
 BX1023                          STATION DESCRIPTION
 BX1023
 BX1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX1023'IN ZIMMERMAN.
 BX1023'AT ZIMMERMAN, RAPIDES PARISH, ON THE TEXAS AND PACIFIC RAILWAY, 66.7
 BX1023'FEET WEST OF TRIANGULATION STATION ZIMMERMAN, 26.3 FEET SOUTHWEST OF A
 BX1023'CATTLE GUARD, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET
 BX1023'SOUTHEAST OF A FENCE CORNER AND A CROSSING SIGN, AND AT THE SOUTHWEST
 BX1023'RIGHT-OF-WAY FENCE LINE.  A STANDARD REFERENCE MARK DISK STAMPED
 BX1023'ZIMMERMAN 1919 AND SET IN THE TOP OF A CONCRETE POST.
 BX1023
 BX1023                          STATION RECOVERY (1999)
 BX1023
 BX1023'RECOVERY NOTE BY US POWER SQUADRON 1999
 BX1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX1022 ***********************************************************************
 BX1022  DESIGNATION -  ZIMMERMAN=D 13
 BX1022  PID         -  BX1022
 BX1022  STATE/COUNTY-  LA/RAPIDES
 BX1022  USGS QUAD   -  BOYCE (1992)
 BX1022
 BX1022                         *CURRENT SURVEY CONTROL
 BX1022  ___________________________________________________________________
 BX1022* NAD 83(1992)-  31 24 56.35743(N)    092 42 08.89770(W)     ADJUSTED  
 BX1022* NAVD 88     -        28.22   (+/-2cm)      92.6    (feet)  VERTCON   
 BX1022  ___________________________________________________________________
 BX1022  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BX1022  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BX1022
 BX1022  HORZ ORDER  -  FIRST
 BX1022  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX1022
 BX1022.The horizontal coordinates were established by classical geodetic methods
 BX1022.and adjusted by the National Geodetic Survey in January 1993..
 BX1022
 BX1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX1022.The vertical order pertains to the NGVD 29 superseded value.
 BX1022
 BX1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX1022
 BX1022.The geoid height was determined by GEOID03.
 BX1022
 BX1022;                    North         East     Units Scale Factor Converg.
 BX1022;SPC LA N     -   101,542.030   980,748.401   MT  0.99995287   -0 06 25.4
 BX1022;SPC LA N     -   333,142.48  3,217,672.05   sFT  0.99995287   -0 06 25.4
 BX1022;UTM  15      - 3,475,706.691   528,279.976   MT  0.99960986   +0 09 18.3
 BX1022
 BX1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1022!SPC LA N     -   0.99999967  x   0.99995287  =   0.99995254
 BX1022!UTM  15      -   0.99999967  x   0.99960986  =   0.99960953
 BX1022
 BX1022|---------------------------------------------------------------------|
 BX1022| PID    Reference Object                     Distance      Geod. Az  |
 BX1022|                                                           dddmmss.s |
 BX1022| CY5124 ZIMMERMAN RM                         20.485 METERS 29701     |
 BX1022| BX2705 KATE 1919                           APPROX. 0.6 KM 3331328.1 |
 BX1022|---------------------------------------------------------------------|
 BX1022
 BX1022                          SUPERSEDED SURVEY CONTROL
 BX1022
 BX1022  NAD 83(1986)-  31 24 56.37979(N)    092 42 08.89033(W) AD(       ) 1
 BX1022  NAD 27      -  31 24 55.74305(N)    092 42 08.35969(W) AD(       ) 1
 BX1022  NGVD 29 (??/??/??)   28.226  (m)           92.60   (f) ADJUSTED    1 2
 BX1022
 BX1022.Superseded values are not recommended for survey control.
 BX1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX1022.See file dsdata.txt to determine how the superseded data were derived.
 BX1022
 BX1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWQ2828075707(NAD 83)
 BX1022_MARKER: DS = TRIANGULATION STATION DISK
 BX1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX1022_STAMPING: ZIMMERMAN D 13 1919 92.657
 BX1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX1022+STABILITY: SURFACE MOTION
 BX1022
 BX1022  HISTORY     - Date     Condition        Report By
 BX1022  HISTORY     - 1919     MONUMENTED       CGS
 BX1022  HISTORY     - 1935     GOOD             LAGS
 BX1022  HISTORY     - 1935     GOOD             CGS
 BX1022  HISTORY     - 1943     GOOD             USE
 BX1022  HISTORY     - 1962     GOOD             CGS
 BX1022
 BX1022                          STATION DESCRIPTION
 BX1022
 BX1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LHZ)
 BX1022'ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY AT ZIMMERMAN, ON
 BX1022'PROLONGATION OF S RAIL TANGENT FROM E, ABOUT 4-1/2 TELEGRAPH
 BX1022'POLES E OF SIGNBOARD ZIMMERMAN 4 TELEGRAPH POLES W OF TRAM
 BX1022'CROSSING, AND 6.4 METERS (21 FEET) N OF CENTER LINE OF MAIN
 BX1022'TRACK.
 BX1022'
 BX1022'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX1022'DISKS SET IN CONCRETE.
 BX1022'
 BX1022'REFERENCE MARK IS 20.485 METERS (67.21 FEET) FROM STATION
 BX1022'N 62 DEG 59 MIN W.
 BX1022
 BX1022                          STATION RECOVERY (1935)
 BX1022
 BX1022'RECOVERY NOTE BY LOUISIANA GEODETIC SURVEY 1935
 BX1022'STATION RECOVERED AS DESCRIBED.
 BX1022
 BX1022                          STATION RECOVERY (1935)
 BX1022
 BX1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BX1022'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION AND
 BX1022'REFERENCE MARKS STAMPED ZIMMERMAN 1919.
 BX1022'
 BX1022'REFERENCE MARK NOT RECOVERED.  PROBABLY DUG OUT IN BUILDING
 BX1022'FENCE.
 BX1022'
 BX1022'STATION IS ON TEXAS AND PACIFIC RAILWAY RIGHT-OF-WAY AT
 BX1022'ZIMMERMAN, ON PROLONGATION OF S RAIL TANGENT FROM E, 18.4 FEET
 BX1022'N OF N RAIL, 49.5 FEET NE OF NE CORNER OF RAILROAD CATTLE GUARD,
 BX1022'61.0 FEET N OF TELEGRAPH POLE NO. E 26.
 BX1022'
 BX1022'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET IN
 BX1022'A 14-BY 14-BY 30-INCH CONCRETE PIER, ON S FENCE LINE BETWEEN
 BX1022'RAILROAD AND ROAD, 28.0 FEET S OF S RAIL, 6 FEET E OF FENCE
 BX1022'CORNER AND CROSSING STOP SIGN, 26.3 FEET S OF CATTLE GUARD, AND
 BX1022'20.35 METERS (66.72 FEET) FROM STATION N 71 DEG 09 MIN
 BX1022'30 SEC W.
 BX1022'
 BX1022'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 BX1022'A 14-BY 14-BY 30-INCH CONCRETE PIER, ON RAILROAD RIGHT-OF-WAY,
 BX1022'36.3 FEET N OF N RAIL, 2 FEET SE OF FENCE CORNER AND 15.955
 BX1022'METERS (52.35 FEET) FROM STATION N 1 DEG 47 MIN 04
 BX1022'SEC W.  REFERENCE MARK NO. 1 IT IS 21.215 METERS (69.61 FEET)
 BX1022'S 63 DEG 46 MIN W.
 BX1022
 BX1022                          STATION RECOVERY (1943)
 BX1022
 BX1022'RECOVERY NOTE BY US ENGINEERS 1943
 BX1022'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO ATTEMPT
 BX1022'WAS MADE TO RECOVER THE REFERENCE MARKERS.  THE STATION IS ABOUT
 BX1022'36.5 FEET SSE OF A LOUISIANA GEODETIC SURVEY MARKER STAMPED
 BX1022'C 2419.
 BX1022
 BX1022                          STATION RECOVERY (1962)
 BX1022
 BX1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 BX1022'ZIMMERMAN.
 BX1022'AT ZIMMERMAN, RAPIDES PARISH, ON THE TEXAS AND PCIFIC RAILWAY, ABOUT
 BX1022'177 FEET SOUTHEAST OF THE STATION SIGN, ABOUT 249 FEET NORTH OF A
 BX1022'BLOCK SIGNAL, ABOUT 106 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 BX1022'OF THE GRAVELED ROAD LEADING TO THE MILL, 61 FEET NORTHEAST OF POLE E
 BX1022'26, 49.5 FEET EAST OF THE EAST CORNER OF A CATTLE GUARD, ON THE
 BX1022'PROLONGATION OF THE WEST RAIL OF THE SOUTH TANGENT, AND 18.5 FEET
 BX1022'NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD TRIANGULATION STATION
 BX1022'DISK, STAMPED 92.657 ZIMMMERMAN D 13 1919 AND SET IN THE TOP OF A
 BX1022'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AT0902 ***********************************************************************
 AT0902  DESIGNATION -  ZONE 1950
 AT0902  PID         -  AT0902
 AT0902  STATE/COUNTY-  LA/ST BERNARD
 AT0902  USGS QUAD   -  NEW HARBOR ISLANDS (1951)
 AT0902
 AT0902                         *CURRENT SURVEY CONTROL
 AT0902  ___________________________________________________________________
 AT0902* NAD 83(1992)-  29 45 52.18824(N)    088 51 35.42017(W)     ADJUSTED  
 AT0902* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AT0902  ___________________________________________________________________
 AT0902  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AT0902  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AT0902
 AT0902  HORZ ORDER  -  SECOND
 AT0902
 AT0902.The horizontal coordinates were established by classical geodetic methods
 AT0902.and adjusted by the National Geodetic Survey in May 1994..
 AT0902
 AT0902.The orthometric height was scaled from a topographic map.
 AT0902
 AT0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0902
 AT0902.The geoid height was determined by GEOID03.
 AT0902
 AT0902;                    North         East     Units Scale Factor Converg.
 AT0902;SPC LA S     -   142,744.243 1,239,185.449   MT  0.99993420   +1 14 12.4
 AT0902;SPC LA S     -   468,320.07  4,065,560.93   sFT  0.99993420   +1 14 12.4
 AT0902;UTM  16      - 3,294,139.286   320,184.687   MT  0.99999895   -0 55 24.7
 AT0902
 AT0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0902!SPC LA S     -   1.00000390  x   0.99993420  =   0.99993810
 AT0902!UTM  16      -   1.00000390  x   0.99999895  =   1.00000285
 AT0902
 AT0902                          SUPERSEDED SURVEY CONTROL
 AT0902
 AT0902  NAD 83(1992)-  29 45 52.19491(N)    088 51 35.41026(W) AD(       ) 2
 AT0902  NAD 83(1986)-  29 45 52.19378(N)    088 51 35.41150(W) AD(       ) 2
 AT0902  NAD 27      -  29 45 51.47600(N)    088 51 35.31800(W) AD(       ) 2
 AT0902
 AT0902.Superseded values are not recommended for survey control.
 AT0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0902.See file dsdata.txt to determine how the superseded data were derived.
 AT0902
 AT0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCT2018594139(NAD 83)
 AT0902_MARKER: DS = TRIANGULATION STATION DISK
 AT0902_SETTING: 0 = UNSPECIFIED SETTING
 AT0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AT0902
 AT0902  HISTORY     - Date     Condition        Report By
 AT0902  HISTORY     - 1950     MONUMENTED       CGS
 AT0902
 AT0902                          STATION DESCRIPTION
 AT0902
 AT0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 AT0902'THE STATION IS LOCATED 20.8 MILES ALONG CHANDELEUR ISLANDS FROM
 AT0902'CHANDELEUR
 AT0902'LIGHTHOUSE, APPROXIMATELY 5,000 FEET N OF THE MOST N CUT
 AT0902'THROUGH CHANDELEUR ISLAND, ON
 AT0902'THE W SIDE OF THE SAND BEACH, AT THE E
 AT0902'TIP OF A POINT OF MANGROVE EXTENDING FROM THE
 AT0902'MANGROVE MARSH TO THE
 AT0902'W, AND 2 FEET S OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AT0902'
 AT0902'STATION MARK IS A STANDARD DISK, STAMPED ZONE 1950, AND SET IN THE
 AT0902'TOP OF AN 8-INCH
 AT0902'CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE GROUND.
 AT0902'
 AT0902'STATION IS 159.4 METERS 70 DEG SE FROM THE MEAN HIGHWATER
 AT0902'LINE.
 AT0902'
 AT0902'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ2793 ***********************************************************************
 CQ2793  DESIGNATION -  ZORA
 CQ2793  PID         -  CQ2793
 CQ2793  STATE/COUNTY-  LA/JACKSON
 CQ2793  USGS QUAD   -  VIXEN (1989)
 CQ2793
 CQ2793                         *CURRENT SURVEY CONTROL
 CQ2793  ___________________________________________________________________
 CQ2793* NAD 83(1992)-  32 12 04.67341(N)    092 21 07.73981(W)     ADJUSTED  
 CQ2793* NAVD 88     -        77.7    (meters)     255.     (feet)  VERTCON   
 CQ2793  ___________________________________________________________________
 CQ2793  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CQ2793  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CQ2793
 CQ2793  HORZ ORDER  -  FIRST
 CQ2793
 CQ2793.The horizontal coordinates were established by classical geodetic methods
 CQ2793.and adjusted by the National Geodetic Survey in January 1993..
 CQ2793
 CQ2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CQ2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CQ2793
 CQ2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CQ2793
 CQ2793.The geoid height was determined by GEOID03.
 CQ2793
 CQ2793;                    North         East     Units Scale Factor Converg.
 CQ2793;SPC LA N     -   188,641.822 1,013,939.184   MT  0.99992694   +0 04 41.4
 CQ2793;SPC LA N     -   618,902.38  3,326,565.47   sFT  0.99992694   +0 04 41.4
 CQ2793;UTM  15      - 3,562,932.393   561,059.396   MT  0.99964598   +0 20 42.9
 CQ2793
 CQ2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ2793!SPC LA N     -   0.99999182  x   0.99992694  =   0.99991876
 CQ2793!UTM  15      -   0.99999182  x   0.99964598  =   0.99963780
 CQ2793
 CQ2793:                Primary Azimuth Mark                     Grid Az
 CQ2793:SPC LA N     -  CHATHAM G CO M WAVE KJN 65               041 12 47.8
 CQ2793:UTM  15      -  CHATHAM G CO M WAVE KJN 65               040 56 46.3
 CQ2793
 CQ2793|---------------------------------------------------------------------|
 CQ2793| PID    Reference Object                     Distance      Geod. Az  |
 CQ2793|                                                           dddmmss.s |
 CQ2793| CQ2814 CHATHAM G CO M WAVE KJN 65          APPROX. 7.6 KM 0411729.2 |
 CQ2793| CY5127 ZORA RM 1                            30.206 METERS 14008     |
 CQ2793| CY5128 ZORA RM 2                            30.101 METERS 26813     |
 CQ2793| CQ3449 CHATHAM RESET                       APPROX.13.8 KM 3070710.0 |
 CQ2793| CQ2804 HOODS MILL LOT                      APPROX. 5.4 KM 3144932.0 |
 CQ2793|---------------------------------------------------------------------|
 CQ2793
 CQ2793                          SUPERSEDED SURVEY CONTROL
 CQ2793
 CQ2793  NAD 83(1986)-  32 12 04.68730(N)    092 21 07.73108(W) AD(       ) 1
 CQ2793  NAD 27      -  32 12 04.12766(N)    092 21 07.21930(W) AD(       ) 1
 CQ2793  NGVD 29 (07/19/86)   77.7    (m)          255.     (f) VERT ANG       
 CQ2793
 CQ2793.Superseded values are not recommended for survey control.
 CQ2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ2793.See file dsdata.txt to determine how the superseded data were derived.
 CQ2793
 CQ2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWR6105962932(NAD 83)
 CQ2793_MARKER: DS = TRIANGULATION STATION DISK
 CQ2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ2793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CQ2793
 CQ2793  HISTORY     - Date     Condition        Report By
 CQ2793  HISTORY     - 1971     MONUMENTED       NGS
 CQ2793
 CQ2793                          STATION DESCRIPTION
 CQ2793
 CQ2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CQ2793'THE STATION IS ABOUT 11.5 MILES NORTHEAST OF SIKES, 9.0 MILES
 CQ2793'SOUTHEAST OF CHATHAM, 5.5 MILES SOUTHWEST OF VIXEN, IN SECTION
 CQ2793'15, T 14 N, R 1 E, AND ON LAND OWNED BY THE OLINKRAFT
 CQ2793'INCORPORATION, MR. A.B. SMITH, FORESTERY MANGER, P.O. BOX 488,
 CQ2793'WEST MONROE, LOUISIANA, 71291.
 CQ2793'
 CQ2793'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34
 CQ2793'AND STATE HIGHWAY 4 IN CHATHAM, GO EAST AND SOUTHEAST ON STATE
 CQ2793'HIGHWAY 4 FOR 5.3 MILES TO THE JUNCTION OF STATE HIGHWAY
 CQ2793'499.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 499 FOR 5.7 MILES
 CQ2793'TO A SIDE ROAD LEFT AND AN OLD HOUSE.  TURN LEFT AND GO EAST ON
 CQ2793'A GRAVELED ROAD FOR 1.25 MILES TO A T-ROAD AND A DRIVEWAY
 CQ2793'LEADING TO A SMALL HOUSE.  TURN LEFT AND GO NORTHEAST ON A DIRT
 CQ2793'ROAD FOR 0.65 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 CQ2793'NORTHERLY ON A DIRT ROAD FOR 0.60 MILE TO A T-ROAD.  TURN LEFT
 CQ2793'AND GO WEST ON A DIRT ROAD FOR 0.30 MILE TO THE STATION ON THE
 CQ2793'RIGHT, JUST BEFORE REACHING A Y-FORK.
 CQ2793'
 CQ2793'STATION MARKS ARE STANDARD DISKS STAMPED ZORA 1971.  THE SURFACE
 CQ2793'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CQ2793'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 146
 CQ2793'FEET SOUTHEAST OF THE CENTER OF THE Y-FORK, 35 FEET
 CQ2793'WEST-SOUTHWEST OF AN 18-INCH PINE TREE, 32 FEET NORTHEAST OF THE
 CQ2793'CENTER OF THE DIRT ROAD AND 5.5 FEET WEST OF A METAL WITNESS
 CQ2793'POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 CQ2793'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CQ2793'
 CQ2793'REFERENCE MARK 1, A STANDARD DISK STAMPED ZORA NO 1 1971, IS
 CQ2793'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2793'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 CQ2793'NORTHEAST OF THE CENTER OF THE DIRT ROAD AND 9 FEET NORTHWEST
 CQ2793'OF A 6-INCH PINE TREE.
 CQ2793'
 CQ2793'REFERENCE MARK 2, A STANDARD DISK STAMPED ZORA NO 2 1971, IS
 CQ2793'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CQ2793'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET
 CQ2793'SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 12 FEET NORTH OF A
 CQ2793'6-INCH PINE TREE AND 4.5 FEET EAST OF A METAL WITNESS POST.
 CQ2793'
 CQ2793'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 CQ2793'
 CQ2793'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3814 ***********************************************************************
 DH3814  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3814  DESIGNATION -  ZURFLUH
 DH3814  PID         -  DH3814
 DH3814  STATE/COUNTY-  LA/ST CHARLES
 DH3814  USGS QUAD   -  LULING (1992)
 DH3814
 DH3814                         *CURRENT SURVEY CONTROL
 DH3814  ___________________________________________________________________
 DH3814* NAD 83(1992)-  29 59 04.11829(N)    090 21 40.60458(W)     ADJUSTED  
 DH3814* NAVD 88     -         1.50 **(meters)       4.9  **(feet)  GPS OBS(2004.65)
 DH3814  **This station is located in a subsidence area (see below).
 DH3814  ___________________________________________________________________
 DH3814  EPOCH DATE  -        2004.65
 DH3814  X           -     -34,863.530 (meters)                     COMP
 DH3814  Y           -  -5,528,985.533 (meters)                     COMP
 DH3814  Z           -   3,168,871.106 (meters)                     COMP
 DH3814  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DH3814  ELLIP HEIGHT-         -24.65  (meters)          (06/22/05) GPS OBS
 DH3814  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DH3814
 DH3814  HORZ ORDER  -  B
 DH3814  ELLP ORDER  -  FOURTH    CLASS I
 DH3814
 DH3814.The horizontal coordinates were established by GPS observations
 DH3814.and adjusted by the National Geodetic Survey in June 2005..
 DH3814.The horizontal coordinates are valid at the epoch date displayed above.
 DH3814.The epoch date for horizontal control is a decimal equivalence
 DH3814.of Year/Month/Day.
 DH3814
 DH3814 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3814 ** and geoid heights are valid at the date of observation. These heights
 DH3814 ** must always be validated when used as control.
 DH3814 ** The orthometric height was determined by GPS observations using
 DH3814 ** precise GPS observation and processing techniques and a new
 DH3814 ** realization of GEOID03. It supersedes the leveled height previously
 DH3814 ** determined for this station.
 DH3814 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3814 ** epoch indicated which incorporates improved geoid heights for the
 DH3814 ** Southern Louisiana Subsidence area.
 DH3814 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3814.The orthometric height was determined by GPS observations and a
 DH3814.high-resolution geoid model using precise GPS observation and
 DH3814.processing techniques.
 DH3814
 DH3814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3814
 DH3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3814
 DH3814.The ellipsoidal height was determined by GPS observations
 DH3814.and is referenced to NAD 83.
 DH3814
 DH3814.The geoid height was determined by GEOID03.
 DH3814
 DH3814;                    North         East     Units Scale Factor Converg.
 DH3814;SPC LA S     -   164,943.653 1,093,796.408   MT  0.99992579   +0 29 09.7
 DH3814;SPC LA S     -   541,152.63  3,588,563.72   sFT  0.99992579   +0 29 09.7
 DH3814;UTM  15      - 3,319,996.418   754,583.496   MT  1.00039972   +1 19 10.0
 DH3814
 DH3814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3814!SPC LA S     -   1.00000387  x   0.99992579  =   0.99992966
 DH3814!UTM  15      -   1.00000387  x   1.00039972  =   1.00040359
 DH3814
 DH3814                          SUPERSEDED SURVEY CONTROL
 DH3814
 DH3814.No superseded survey control is available for this station.
 DH3814
 DH3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5458319996(NAD 83)
 DH3814_MARKER: DH = HORIZONTAL CONTROL DISK
 DH3814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH3814_SP_SET: CONCRETE PILING
 DH3814_STAMPING: ZURFLUH 2003
 DH3814_MARK LOGO: NGS   
 DH3814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3814+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2003
 DH3814
 DH3814  HISTORY     - Date     Condition        Report By
 DH3814  HISTORY     - 20030816 MONUMENTED       NGS
 DH3814
 DH3814                          STATION DESCRIPTION
 DH3814
 DH3814'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (KLF)
 DH3814'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF ST. ROSE, 3-1/2
 DH3814'MILES SOUTHEAST OF  NORCO,  AT THE DESTRAHAN NO. 2 PUMP STATION, AT
 DH3814'2998 ORMOND BOULEVARD.
 DH3814' 
 DH3814'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 DH3814'ORMOND BOULEVARD,  GO SOUTH ON ORMOND FOR 0.15 MILE TO A GRAVEL ROAD
 DH3814'ON THE LEFT, JUST PAST SOME RAILROAD  TRACKS.  TURN LEFT AND GO
 DH3814'SOUTHEASTERLY ON GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON  THE RIGHT,
 DH3814'AT THE NORTHEND OF A CONCRETE DRIVE TO THE PUMP STATION.
 DH3814' 
 DH3814'THE STATION IS 69.5 FEET SOUTH-SOUTHEAST FROM A POWER POLE WITH A
 DH3814'LIGHT, 49.0 FEET  NORTHWEST FROM THE NORTHWEST CORNER OF THE PUMP
 DH3814'STATION BUILDING, 3.0 FEET NORTH  FROM THE NORTHERN MOST GUARD RAIL
 DH3814'SUPPORT POST ON THE WEST SIDE OF THE DRIVE, AND 0.4  FOOT EAST FROM
 DH3814'THE WEST EDGE OF THE PIER.  THE DISK IS SET IN A DRILL HOLE ATOP A
 DH3814'2-FOOT  SQUARE CONCRETE PILE DRIVEN TO A DEPTH OF 71 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3035 ***********************************************************************
 BX3035  DESIGNATION -  ZWOLLE CABLE TV MAST
 BX3035  PID         -  BX3035
 BX3035  STATE/COUNTY-  LA/SABINE
 BX3035  USGS QUAD   -  ZWOLLE (1995)
 BX3035
 BX3035                         *CURRENT SURVEY CONTROL
 BX3035  ___________________________________________________________________
 BX3035* NAD 83(1992)-  31 38 49.39753(N)    093 38 19.78407(W)     ADJUSTED  
 BX3035* NAVD 88     -                                                        
 BX3035  ___________________________________________________________________
 BX3035  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 BX3035  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BX3035
 BX3035  HORZ ORDER  -  THIRD
 BX3035
 BX3035.The horizontal coordinates were established by classical geodetic methods
 BX3035.and adjusted by the National Geodetic Survey in January 1993..
 BX3035
 BX3035
 BX3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3035
 BX3035.The geoid height was determined by GEOID03.
 BX3035
 BX3035;                    North         East     Units Scale Factor Converg.
 BX3035;SPC LA N     -   127,747.308   891,988.301   MT  0.99992583   -0 36 07.6
 BX3035;SPC LA N     -   419,117.63  2,926,464.95   sFT  0.99992583   -0 36 07.6
 BX3035;UTM  15      - 3,501,492.654   439,428.629   MT  0.99964525   -0 20 06.7
 BX3035
 BX3035                          SUPERSEDED SURVEY CONTROL
 BX3035
 BX3035  NAD 83(1986)-  31 38 49.40534(N)    093 38 19.78092(W) AD(       ) 4
 BX3035  NAD 27      -  31 38 48.78287(N)    093 38 19.12648(W) AD(       ) 3
 BX3035
 BX3035.Superseded values are not recommended for survey control.
 BX3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3035.See file dsdata.txt to determine how the superseded data were derived.
 BX3035
 BX3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3942901493(NAD 83)
 BX3035_MARKER: 42 = RADIO/TV MAST
 BX3035
 BX3035  HISTORY     - Date     Condition        Report By
 BX3035  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX3035  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3035
 BX3035                          STATION DESCRIPTION
 BX3035
 BX3035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3035'ZWOLLE CABLE TELEVISION MAST IS LOCATED IN A PASTURE IN THE
 BX3035'NORTHEAST EDGE OF ZWOLLE.
 BX3035'
 BX3035'IT IS A THREE-LEGGED STEEL STRUCTURE, TRIANGULAR IN CROSSECTION,
 BX3035'PAINTED ALTERNATELY RED AND WHITE, SUPPORTING NUMEROUS ANTENNAE, 200
 BX3035'FEET HIGH AND HAS A FLASHING RED LIGHT AT THE TOP.
 BX3035'
 BX3035'POINT INTERSECTED WAS THE FLASHING RED LIGHT.
 BX3035
 BX3035                          STATION RECOVERY (2001)
 BX3035
 BX3035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3036 ***********************************************************************
 BX3036  DESIGNATION -  ZWOLLE MUN TANK
 BX3036  PID         -  BX3036
 BX3036  STATE/COUNTY-  LA/SABINE
 BX3036  USGS QUAD   -  ZWOLLE (1995)
 BX3036
 BX3036                         *CURRENT SURVEY CONTROL
 BX3036  ___________________________________________________________________
 BX3036* NAD 83(1992)-  31 38 06.58090(N)    093 38 34.11956(W)     ADJUSTED  
 BX3036* NAVD 88     -                                                        
 BX3036  ___________________________________________________________________
 BX3036  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 BX3036  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BX3036
 BX3036  HORZ ORDER  -  THIRD
 BX3036
 BX3036.The horizontal coordinates were established by classical geodetic methods
 BX3036.and adjusted by the National Geodetic Survey in January 1993..
 BX3036
 BX3036
 BX3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3036
 BX3036.The geoid height was determined by GEOID03.
 BX3036
 BX3036;                    North         East     Units Scale Factor Converg.
 BX3036;SPC LA N     -   126,432.696   891,596.731   MT  0.99992683   -0 36 15.1
 BX3036;SPC LA N     -   414,804.60  2,925,180.27   sFT  0.99992683   -0 36 15.1
 BX3036;UTM  15      - 3,500,176.601   439,043.297   MT  0.99964583   -0 20 13.8
 BX3036
 BX3036                          SUPERSEDED SURVEY CONTROL
 BX3036
 BX3036  NAD 83(1986)-  31 38 06.58829(N)    093 38 34.11536(W) AD(       ) 4
 BX3036  NAD 27      -  31 38 05.96405(N)    093 38 33.45879(W) AD(       ) 3
 BX3036
 BX3036.Superseded values are not recommended for survey control.
 BX3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3036.See file dsdata.txt to determine how the superseded data were derived.
 BX3036
 BX3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR3904300177(NAD 83)
 BX3036_MARKER: 53 = ELEVATED TANK
 BX3036
 BX3036  HISTORY     - Date     Condition        Report By
 BX3036  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX3036  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BX3036
 BX3036                          STATION DESCRIPTION
 BX3036
 BX3036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3036'ZWOLLE MUNICIPAL WATER TANK IS LOCATED ON THE EAST SIDE OF U. S.
 BX3036'HIGHWAY 171 0.2 MILE NORTH OF THE JUNCTION OF U. S. HIGHWAY 171 AND
 BX3036'STATE HIGHWAY 475 IN ZWOLLE.
 BX3036'
 BX3036'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A CONICAL TYPE TANK
 BX3036'THAT IS PAINTED SILVER AND HAS AN OVERALL HEIGHT OF 100 FEET.
 BX3036'
 BX3036'POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 BX3036
 BX3036                          STATION RECOVERY (2001)
 BX3036
 BX3036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BX3036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1288 ***********************************************************************
 BK1288  DESIGNATION -  ZZ 100
 BK1288  PID         -  BK1288
 BK1288  STATE/COUNTY-  LA/BEAUREGARD
 BK1288  USGS QUAD   -  DERIDDER (1994)
 BK1288
 BK1288                         *CURRENT SURVEY CONTROL
 BK1288  ___________________________________________________________________
 BK1288* NAD 83(1986)-  30 51 39.     (N)    093 17 04.     (W)     SCALED    
 BK1288* NAVD 88     -        54.64   (+/-2cm)     179.3    (feet)  VERTCON   
 BK1288  ___________________________________________________________________
 BK1288  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BK1288
 BK1288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1288
 BK1288.The horizontal coordinates were scaled from a topographic map and have
 BK1288.an estimated accuracy of +/- 6 seconds.
 BK1288
 BK1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1288.The vertical order pertains to the NGVD 29 superseded value.
 BK1288
 BK1288.The geoid height was determined by GEOID03.
 BK1288
 BK1288;                    North         East    Units  Estimated Accuracy
 BK1288;SPC LA S     -   263,280.      813,390.      MT  (+/- 180 meters Scaled)
 BK1288
 BK1288                          SUPERSEDED SURVEY CONTROL
 BK1288
 BK1288  NGVD 29 (??/??/??)   54.792  (m)          179.76   (f) ADJUSTED    2 0
 BK1288
 BK1288.Superseded values are not recommended for survey control.
 BK1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1288.See file dsdata.txt to determine how the superseded data were derived.
 BK1288
 BK1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ728142(NAD 83)
 BK1288_MARKER: DB = BENCH MARK DISK
 BK1288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1288_SP_SET: CULVERT
 BK1288_STAMPING: ZZ 100 1938
 BK1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1288
 BK1288  HISTORY     - Date     Condition        Report By
 BK1288  HISTORY     - 1938     MONUMENTED       CGS
 BK1288  HISTORY     - 1955     MARK NOT FOUND   USGS
 BK1288
 BK1288                          STATION DESCRIPTION
 BK1288
 BK1288'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BK1288'1.0 MI N FROM DE RIDDER.
 BK1288'1.0 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE STATION
 BK1288'AT DE RIDDER, BEAUREGARD PARISH, AT A SEMICIRCULAR CONCRETE CULVERT,
 BK1288'IN THE TOP OF THE WEST END, 240 YARDS FROM A YARD-LIMIT SIGN, AND 16
 BK1288'FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED ZZ 100 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BJ1238 ***********************************************************************
 BJ1238  DESIGNATION -  ZZ 80
 BJ1238  PID         -  BJ1238
 BJ1238  STATE/COUNTY-  LA/WASHINGTON
 BJ1238  USGS QUAD   -  CLIFTON (1983)
 BJ1238
 BJ1238                         *CURRENT SURVEY CONTROL
 BJ1238  ___________________________________________________________________
 BJ1238* NAD 83(1986)-  30 59 05.     (N)    090 10 46.     (W)     SCALED    
 BJ1238* NAVD 88     -        61.84   (+/-2cm)     202.9    (feet)  VERTCON   
 BJ1238  ___________________________________________________________________
 BJ1238  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ1238
 BJ1238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BJ1238
 BJ1238.The horizontal coordinates were scaled from a topographic map and have
 BJ1238.an estimated accuracy of +/- 6 seconds.
 BJ1238
 BJ1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1238.The vertical order pertains to the NGVD 29 superseded value.
 BJ1238
 BJ1238.The geoid height was determined by GEOID03.
 BJ1238
 BJ1238;                    North         East    Units  Estimated Accuracy
 BJ1238;SPC LA S     -   275,990.    1,110,230.      MT  (+/- 180 meters Scaled)
 BJ1238
 BJ1238                          SUPERSEDED SURVEY CONTROL
 BJ1238
 BJ1238  NGVD 29 (??/??/??)   61.945  (m)          203.23   (f) ADJUSTED    2 0
 BJ1238
 BJ1238.Superseded values are not recommended for survey control.
 BJ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1238.See file dsdata.txt to determine how the superseded data were derived.
 BJ1238
 BJ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ693313(NAD 83)
 BJ1238_MARKER: DB = BENCH MARK DISK
 BJ1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1238_STAMPING: ZZ 80 1935
 BJ1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1238+STABILITY: SURFACE MOTION
 BJ1238
 BJ1238  HISTORY     - Date     Condition        Report By
 BJ1238  HISTORY     - 1935     MONUMENTED       CGS
 BJ1238  HISTORY     - 1958     MARK NOT FOUND   USGS
 BJ1238
 BJ1238                          STATION DESCRIPTION
 BJ1238
 BJ1238'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BJ1238'4.1 MI N FROM CLIFTON.
 BJ1238'4.1 MILES NORTH ALONG THE GULF, MOBILE, AND OHIO RAILROAD FROM THE
 BJ1238'STATION AT CLIFTON, WASHINGTON PARISH, 0.2 MILE SOUTH OF MILEPOST 96,
 BJ1238'110 FEET EAST OF A FARMHOUSE, AND 27 FEET WEST OF THE WEST RAIL.  A
 BJ1238'STANDARD DISK, STAMPED ZZ 80 1935 AND SET IN THE TOP OF A CONCRETE
 BJ1238'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ3462 ***********************************************************************
 CQ3462  DESIGNATION -  ZZ AZ MK
 CQ3462  PID         -  CQ3462
 CQ3462  STATE/COUNTY-  LA/CADDO
 CQ3462  USGS QUAD   -  STONEWALL (1992)
 CQ3462
 CQ3462                         *CURRENT SURVEY CONTROL
 CQ3462  ___________________________________________________________________
 CQ3462* NAD 83(1986)-  32 22 27.     (N)    093 49 10.     (W)     SCALED    
 CQ3462* NAVD 88     -        52.249  (meters)     171.42   (feet)  ADJUSTED  
 CQ3462  ___________________________________________________________________
 CQ3462  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ3462  DYNAMIC HT  -          52.190 (meters)     171.23  (feet)  COMP
 CQ3462  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 CQ3462
 CQ3462  VERT ORDER  -  SECOND    CLASS I
 CQ3462
 CQ3462.The horizontal coordinates were scaled from a topographic map and have
 CQ3462.an estimated accuracy of +/- 6 seconds.
 CQ3462
 CQ3462.The orthometric height was determined by differential leveling
 CQ3462.and adjusted by the National Geodetic Survey in February 1994..
 CQ3462
 CQ3462.The geoid height was determined by GEOID03.
 CQ3462
 CQ3462.The dynamic height is computed by dividing the NAVD 88
 CQ3462.geopotential number by the normal gravity value computed on the
 CQ3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CQ3462.degrees latitude (g = 980.6199 gals.).
 CQ3462
 CQ3462.The modeled gravity was interpolated from observed gravity values.
 CQ3462
 CQ3462;                    North         East    Units  Estimated Accuracy
 CQ3462;SPC LA N     -   208,560.      875,840.      MT  (+/- 180 meters Scaled)
 CQ3462
 CQ3462                          SUPERSEDED SURVEY CONTROL
 CQ3462
 CQ3462.No superseded survey control is available for this station.
 CQ3462
 CQ3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR229822(NAD 83)
 CQ3462_MARKER: DZ = AZIMUTH MARK DISK
 CQ3462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CQ3462_SP_SET: CONCRETE POST
 CQ3462_STAMPING: ZZ AZ MK
 CQ3462_MARK LOGO: NONE  
 CQ3462_MAGNETIC: N = NO MAGNETIC MATERIAL
 CQ3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CQ3462+STABILITY: SURFACE MOTION
 CQ3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3462+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1988
 CQ3462
 CQ3462  HISTORY     - Date     Condition        Report By
 CQ3462  HISTORY     - UNK      MONUMENTED       RBNF
 CQ3462  HISTORY     - 19881209 GOOD             LADTD
 CQ3462  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 CQ3462
 CQ3462                          STATION DESCRIPTION
 CQ3462
 CQ3462'DESCRIBED BY LA TRANSP AND DEV 1988
 CQ3462'THE STATION IS LOCATED ALONG U S HIGHWAY 171 SOUTH OF SHREVEPORT.
 CQ3462'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT.
 CQ3462'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 171 AND STATE
 CQ3462'HIGHWAY 511 IN SOUTH SHREVEPORT GO SOUTH FOR 8.4 KM (5.2 MI) ON
 CQ3462'HIGHWAY 171 TO THE MARK ON THE RIGHT SET NEAR A BRIDGE.
 CQ3462'THE STATION IS 6.1 M (20.0 FT) WEST FROM THE CENTER OF THE SOUTH BOUND
 CQ3462'LANES OF THE HIGHWAY AND 0.62 M (2.03 FT) WEST FROM THE CONCRETE
 CQ3462'WINGWALL OF THE BRIDGE.  THE MARK IS ABOUT LEVEL WITH THE HIGHWAY.
 CQ3462
 CQ3462                          STATION RECOVERY (1999)
 CQ3462
 CQ3462'RECOVERY NOTE BY US POWER SQUADRON 1999
 CQ3462'MARK NOT FOUND.

 *** retrieval complete.
